














                                  SURVEY CONTROL DATA
                                
                             STATE=CO
                             [OCTOBER  6, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5879 ***********************************************************************
 AI5879  SACS        -  This is a Secondary Airport Control Station.
 AI5879  DESIGNATION -  00V C
 AI5879  PID         -  AI5879
 AI5879  STATE/COUNTY-  CO/EL PASO
 AI5879  USGS QUAD   -  FALCON (1975)
 AI5879
 AI5879                         *CURRENT SURVEY CONTROL
 AI5879  ___________________________________________________________________
 AI5879* NAD 83(1992)-  38 56 39.34909(N)    104 34 10.11783(W)     ADJUSTED  
 AI5879* NAVD 88     -      2076.97   (meters)    6814.2    (feet)  GPS OBS   
 AI5879  ___________________________________________________________________
 AI5879  X           -  -1,249,925.672 (meters)                     COMP
 AI5879  Y           -  -4,809,039.673 (meters)                     COMP
 AI5879  Z           -   3,988,800.774 (meters)                     COMP
 AI5879  LAPLACE CORR-          -7.70  (seconds)                    DEFLEC99
 AI5879  ELLIP HEIGHT-        2059.12  (meters)          (10/21/02) GPS OBS
 AI5879  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 AI5879
 AI5879  HORZ ORDER  -  FIRST
 AI5879  ELLP ORDER  -  FIFTH     CLASS I
 AI5879
 AI5879.This mark is at Meadow Lake Airport  (00V)
 AI5879
 AI5879.The horizontal coordinates were established by GPS observations
 AI5879.and adjusted by the National Geodetic Survey in June 2000..
 AI5879
 AI5879.The orthometric height was determined by GPS observations and a
 AI5879.high-resolution geoid model.
 AI5879
 AI5879.GPS derived orthometric heights for airport stations designated as
 AI5879.PACS or SACS are published to 2 decimal places.  This maintains
 AI5879.centimeter relative accuracy between the PACS and SACS.  It does
 AI5879.not indicate centimeter accuracy relative to other marks which are
 AI5879.part of the NAVD 88 network.
 AI5879
 AI5879.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5879
 AI5879.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5879
 AI5879.The ellipsoidal height was determined by GPS observations
 AI5879.and is referenced to NAD 83.
 AI5879
 AI5879.The geoid height was determined by GEOID03.
 AI5879
 AI5879;                    North         East     Units Scale Factor Converg.
 AI5879;SPC CO C     -   428,534.735   995,066.597   MT  0.99993963   +0 35 12.7
 AI5879;SPC CO C     - 1,405,951.04  3,264,647.66   sFT  0.99993963   +0 35 12.7
 AI5879;UTM  13      - 4,310,679.596   537,309.031   MT  0.99961714   +0 16 14.2
 AI5879
 AI5879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5879!SPC CO C     -   0.99967703  x   0.99993963  =   0.99961668
 AI5879!UTM  13      -   0.99967703  x   0.99961714  =   0.99929430
 AI5879
 AI5879|---------------------------------------------------------------------|
 AI5879| PID    Reference Object                     Distance      Geod. Az  |
 AI5879|                                                           dddmmss.s |
 AI5879| JK1358 FAA 00V B                           250.070 METERS 32907     |
 AI5879|---------------------------------------------------------------------|
 AI5879
 AI5879                          SUPERSEDED SURVEY CONTROL
 AI5879
 AI5879  ELLIP H (06/30/00) 2059.14   (m)                       GP(       ) 1 1
 AI5879
 AI5879.Superseded values are not recommended for survey control.
 AI5879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5879.See file dsdata.txt to determine how the superseded data were derived.
 AI5879
 AI5879_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED3730910680(NAD 83)
 AI5879_MARKER: DD = SURVEY DISK
 AI5879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5879_STAMPING: 00V C 1999
 AI5879_MARK LOGO: NGS   
 AI5879_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5879+STABILITY: SURFACE MOTION
 AI5879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5879+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5879
 AI5879  HISTORY     - Date     Condition        Report By
 AI5879  HISTORY     - 1999     MONUMENTED       MSAM
 AI5879
 AI5879                          STATION DESCRIPTION
 AI5879
 AI5879'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AI5879'THE STATION IS LOCATED ABOUT 10 KM (6.20 MI) SOUTHWEST OF PEYTON AND 5
 AI5879'KM (3.10 MI) NORTHEAST OF FALCON COLORADO, AT THE MEADOW LAKE AIRPORT.
 AI5879'IT IS EAST OF TAXIWAY A AND NORTH OF RUNUP AREA 33.  ACCESS ON THE
 AI5879'AIRPORT IS NOT CONTROLLED, AIRPORT CONTACT IS MR.  JACK DHOOGHE, 8264
 AI5879'CESSNA DRIVE, FALCON, COLORADO 80831 TELEPHONE 719-683-2202.
 AI5879'OWNERSHIP--MEADOW LAKE AIRPORT--TAXIWAY EASEMENT E
 AI5879'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 24 AND
 AI5879'MERIDIAN ROAD IN FALCON, GO NORTHEAST ON US HIGHWAY 24 FOR 2.2 MI (3.5
 AI5879'KM) TO A SIDE ROAD RIGHT.  TURN RIGHT, EAST, ALONG JUDGE ORR ROAD FOR
 AI5879'0.4 MI (0.6 KM) TO A SIDE ROAD RIGHT.  TURN RIGHT, SOUTH, ALONG CESSNA
 AI5879'DRIVE FOR 0.1 MI (0.2 KM) TO A SIDE ROAD RIGHT.  TURN RIGHT, WEST,
 AI5879'ALONG A PAVED AIRPORT ENTRANCE ROAD FOR 0.2 MI (0.3 KM) TO TAXIWAY A.
 AI5879'TURN LEFT, SOUTH, ALONG TAXIWAY A FOR 0.9 MI (1.4 KM) TO THE STATION
 AI5879'ON THE LEFT
 AI5879'THE MARK IS A NGS BRASS SURVEY DISK SET IN THE TOP CENTER OF A
 AI5879'CONCRETE POST.  IT IS 13.2 M (43.3 FT) NORTH-NORTHWEST OF THE
 AI5879'NORTHEAST CORNER OF RUNUP AREA 33, 11.2 M (36.7 FT) NORTH-NORTHWEST OF
 AI5879'A BLUE LIGHT NUMBER 142, 9.9 M (32.5 FT) EAST OF A SIGN--A-A7--, 6.4 M
 AI5879'(21.0 FT) NORTHEAST OF A BLUE LIGHT NUMBER 141.  THIS STATION IS
 AI5879'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4211 ***********************************************************************
 DF4211  DESIGNATION -  06716100
 DF4211  PID         -  DF4211
 DF4211  STATE/COUNTY-  CO/CLEAR CREEK
 DF4211  USGS QUAD   -  EMPIRE (1974)
 DF4211
 DF4211                         *CURRENT SURVEY CONTROL
 DF4211  ___________________________________________________________________
 DF4211* NAD 83(1986)-  39 45 33.     (N)    105 39 37.     (W)     SCALED    
 DF4211* NAVD 88     -      2519.800  (meters)    8267.04   (feet)  ADJUSTED  
 DF4211  ___________________________________________________________________
 DF4211  GEOID HEIGHT-         -12.57  (meters)                     GEOID03
 DF4211  DYNAMIC HT  -        2516.856 (meters)    8257.39  (feet)  COMP
 DF4211  MODELED GRAV-     979,367.3   (mgal)                       NAVD 88
 DF4211
 DF4211  VERT ORDER  -  FIRST     CLASS II
 DF4211
 DF4211.The horizontal coordinates were scaled from a topographic map and have
 DF4211.an estimated accuracy of +/- 6 seconds.
 DF4211
 DF4211.The orthometric height was determined by differential leveling
 DF4211.and adjusted by the National Geodetic Survey in November 2003..
 DF4211
 DF4211.The geoid height was determined by GEOID03.
 DF4211
 DF4211.The dynamic height is computed by dividing the NAVD 88
 DF4211.geopotential number by the normal gravity value computed on the
 DF4211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4211.degrees latitude (g = 980.6199 gals.).
 DF4211
 DF4211.The modeled gravity was interpolated from observed gravity values.
 DF4211
 DF4211;                    North         East    Units  Estimated Accuracy
 DF4211;SPC CO C     -   518,600.      900,670.      MT  (+/- 180 meters Scaled)
 DF4211
 DF4211                          SUPERSEDED SURVEY CONTROL
 DF4211
 DF4211.No superseded survey control is available for this station.
 DF4211
 DF4211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE434012(NAD 83)
 DF4211_MARKER: DB = BENCH MARK DISK
 DF4211_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF4211_SP_SET: BRIDGE ABUTMENT
 DF4211_STAMPING: 06716100
 DF4211_MARK LOGO: USGS  
 DF4211_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4211+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2001
 DF4211
 DF4211  HISTORY     - Date     Condition        Report By
 DF4211  HISTORY     - 20000625 MONUMENTED       USGS
 DF4211  HISTORY     - 20010816 GOOD             NGS
 DF4211
 DF4211                          STATION DESCRIPTION
 DF4211
 DF4211'DESCRIBED BY US GEOLOGICAL SURVEY 2000 (RSC)
 DF4211'THE STATION IS LOCATED ABOUT 1.25 MI EAST-SOUTHEAST OF EMPIRE AND
 DF4211'1.8 MI WEST-SOUTHWEST OF LAWSON, IN THE SOUTHWEST 1/4 OF SECTION
 DF4211'27, T 3 S, R 74 W. OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION
 DF4211'RIGHT-OF-WAY.
 DF4211' 
 DF4211'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 70
 DF4211'WESTBOUND OFF RAMP TO U. S. HIGHWAY 40 SOUTH OF EMPIRE, THE
 DF4211'NORTHERN ACCESS ROAD TO LAWSON, THE WESTBOUND ON RAMP TO
 DF4211'INTERSTATE 70 AND U. S. HIGHWAY 40 TO EMPIRE, GO SOUTHWEST ON
 DF4211'THE INTERSTATE 70 WESTBOUND ON RAMP FOR 0.1 MI TO THE STATION ON
 DF4211'THE LEFT, IN THE SOUTHEAST ABUTMENT OF A BRIDGE OVER THE NORTH
 DF4211'FORK OF CLEAR CREEK.
 DF4211' 
 DF4211'THE MARK IS A STANDARD USGS ALUMINUM DISK SET INTO A DRILL HOLE IN
 DF4211'THE SOUTHEAST ABUTMENT OF A BRIDGE OVER THE NORTH FORK OF CLEAR
 DF4211'CREEK IN STRUCTURE NUMBER --F-14-BH--. IT IS 38.5 M WEST FROM THE
 DF4211'CENTER OF A ROAD INTO THE WESTERN CDOT STORAGE AREA, 22.0 WEST
 DF4211'FROM THE SOUTHEASTERN MOST END OF GUARD RAIL, 11.4 M EAST FROM
 DF4211'THE CENTER OF THE CREEK, 5.3 M SOUTH-SOUTHEAST FROM THE CENTER
 DF4211'LINE OF THE INTERSTATE 70 WESTBOUND ON RAMP, 5.15 M WEST FROM THE
 DF4211'SOUTHEASTERN MOST END OF CONCRETE AND ABOUT 0.3 M ABOVE THE ON
 DF4211'RAMP.
 DF4211'
 DF4211
 DF4211                          STATION RECOVERY (2001)
 DF4211
 DF4211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF4211'RECOVERED AS DESCRIBED.
 DF4211'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5932 ***********************************************************************
 AI5932  PACS        -  This is a Primary Airport Control Station.
 AI5932  DESIGNATION -  0V2 A
 AI5932  PID         -  AI5932
 AI5932  STATE/COUNTY-  CO/CHAFFEE
 AI5932  USGS QUAD   -  SALIDA WEST (1994)
 AI5932
 AI5932                         *CURRENT SURVEY CONTROL
 AI5932  ___________________________________________________________________
 AI5932* NAD 83(1992)-  38 32 13.33843(N)    106 03 05.46513(W)     ADJUSTED  
 AI5932* NAVD 88     -      2276.75   (meters)    7469.6    (feet)  GPS OBS   
 AI5932  ___________________________________________________________________
 AI5932  X           -  -1,381,755.294 (meters)                     COMP
 AI5932  Y           -  -4,802,451.685 (meters)                     COMP
 AI5932  Z           -   3,953,655.590 (meters)                     COMP
 AI5932  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 AI5932  ELLIP HEIGHT-        2262.09  (meters)          (10/21/02) GPS OBS
 AI5932  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 AI5932
 AI5932  HORZ ORDER  -  B
 AI5932  ELLP ORDER  -  FIFTH     CLASS I
 AI5932
 AI5932.This mark is at Harriet Alexander Field Airport  (0V2)
 AI5932
 AI5932.The horizontal coordinates were established by GPS observations
 AI5932.and adjusted by the National Geodetic Survey in June 2000..
 AI5932
 AI5932.The orthometric height was determined by GPS observations and a
 AI5932.high-resolution geoid model.
 AI5932
 AI5932.GPS derived orthometric heights for airport stations designated as
 AI5932.PACS or SACS are published to 2 decimal places.  This maintains
 AI5932.centimeter relative accuracy between the PACS and SACS.  It does
 AI5932.not indicate centimeter accuracy relative to other marks which are
 AI5932.part of the NAVD 88 network.
 AI5932
 AI5932.Photographs are available for this station.
 AI5932
 AI5932.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5932
 AI5932.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5932
 AI5932.The ellipsoidal height was determined by GPS observations
 AI5932.and is referenced to NAD 83.
 AI5932
 AI5932.The geoid height was determined by GEOID03.
 AI5932
 AI5932;                    North         East     Units Scale Factor Converg.
 AI5932;SPC CO C     -   383,063.200   866,317.091   MT  0.99998403   -0 20 52.2
 AI5932;SPC CO C     - 1,256,766.52  2,842,241.99   sFT  0.99998403   -0 20 52.2
 AI5932;UTM  13      - 4,265,927.246   408,355.668   MT  0.99970343   -0 39 18.6
 AI5932
 AI5932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5932!SPC CO C     -   0.99964519  x   0.99998403  =   0.99962923
 AI5932!UTM  13      -   0.99964519  x   0.99970343  =   0.99934873
 AI5932
 AI5932                          SUPERSEDED SURVEY CONTROL
 AI5932
 AI5932  ELLIP H (06/30/00) 2262.07   (m)                       GP(       ) 1 1
 AI5932
 AI5932.Superseded values are not recommended for survey control.
 AI5932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5932.See file dsdata.txt to determine how the superseded data were derived.
 AI5932
 AI5932_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC0835665927(NAD 83)
 AI5932_MARKER: I = METAL ROD
 AI5932_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI5932+WITH SETTING: INFORMATION.
 AI5932_STAMPING: 0V2 A 2000
 AI5932_MARK LOGO: NGS   
 AI5932_PROJECTION: FLUSH
 AI5932_MAGNETIC: I = MARKER IS A STEEL ROD
 AI5932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5932+STABILITY: SURFACE MOTION
 AI5932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5932+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI5932_ROD/PIPE-DEPTH: 1.2  meters
 AI5932_SLEEVE-DEPTH  : 0.9 meters
 AI5932
 AI5932  HISTORY     - Date     Condition        Report By
 AI5932  HISTORY     - 2000     MONUMENTED       NGS
 AI5932
 AI5932                          STATION DESCRIPTION
 AI5932
 AI5932'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 AI5932'THE STATION IS LOCATED ABOUT 19 MI (30.6 KM) EAST-NORTHEAST OF MONARCH
 AI5932'PASS, 4 MI (6.4 KM) WEST OF SALIDA AND 3 MI (4.8 KM) NORTHEAST OF
 AI5932'PONCHA SPRINGS, IN THE NORTHEAST 1/4 OF SECTION 35, T 50 N, R 8 E.
 AI5932'ACCESS TO THE AIRPORT IS NOT CONTROLLED.  PERMISSION TO USE THIS
 AI5932'STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER.  OWNERSHIP--CITY OF
 AI5932'SALIDA/CHAFFEE COUNTY, 9255 COUNTY ROAD 140, SALIDA, CO 81201.
 AI5932'CONTACT--DONNA MYERS.  TELEPHONE--719-539-3720
 AI5932'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 285 AND
 AI5932'U.S.  HIGHWAY 50 GOING WEST, JUST NORTH OF PONCHA SPRINGS, GO NORTH ON
 AI5932'U.S.  HIGHWAY 285 FOR 1.0 MI (1.6 KM) TO A SIDE ROAD RIGHT, CHAFFEE
 AI5932'COUNTY ROAD 140.  TURN RIGHT, EAST, ON CHAFFEE COUNTY ROAD 140 FOR
 AI5932'1.65 MI (2.66 KM) TO A SIDE ROAD LEFT, ENTRANCE TO THE AIRPORT.  TURN
 AI5932'LEFT, NORTHWEST, INTO THE AIRPORT THAN TURN RIGHT, EAST, TO AN 8-FOOT
 AI5932'TALL CHAINLINK SECURITY FENCE GATE AND PASS THROUGH IT TO A DIRT ROAD
 AI5932'LEADING TO THE APRON FOR 0.1 MI (0.2 KM) AND CROSS THE APRON,
 AI5932'NORTH-NORTHWEST FOR 0.1 MI (0.2 KM) TO THE INTERSECTION OF THE TAXIWAY
 AI5932'AND THE RAMP TO THE RUNWAY AND THE STATION ON THE LEFT IN THE GRASSY
 AI5932'AREA
 AI5932'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 1.2 M (3.9 FT) LONG
 AI5932'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 0.9 M (3.0 FT)
 AI5932'LONG GREASED PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID,
 AI5932'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 53.3 M
 AI5932'(174.9 FT) SOUTHWEST FROM THE CENTER OF THE RAMP IN FRONT OF THE
 AI5932'TERMINAL, 46.1 M (151.2 FT) NORTHWEST FROM THE CENTER LINE OF THE
 AI5932'TAXIWAY, 45.5 M (149.3 FT) WEST FROM THE TOP CENTER OF A RAMP
 AI5932'SIGN--6-24-- AND 35.3 M (115.8 FT) SOUTHEAST FROM THE SOUTHEAST EDGE
 AI5932'OF RUNWAY 24-90.  THE STATION IS DESIGNATED A PRIMARY AIRPORT CONTROL
 AI5932'STATION FOR THE ANA PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5933 ***********************************************************************
 AI5933  SACS        -  This is a Secondary Airport Control Station.
 AI5933  DESIGNATION -  0V2 B
 AI5933  PID         -  AI5933
 AI5933  STATE/COUNTY-  CO/CHAFFEE
 AI5933  USGS QUAD   -  SALIDA WEST (1994)
 AI5933
 AI5933                         *CURRENT SURVEY CONTROL
 AI5933  ___________________________________________________________________
 AI5933* NAD 83(1992)-  38 32 27.41402(N)    106 02 13.95890(W)     ADJUSTED  
 AI5933* NAVD 88     -      2251.93   (meters)    7388.2    (feet)  GPS OBS   
 AI5933  ___________________________________________________________________
 AI5933  X           -  -1,380,475.941 (meters)                     COMP
 AI5933  Y           -  -4,802,517.936 (meters)                     COMP
 AI5933  Z           -   3,953,979.739 (meters)                     COMP
 AI5933  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 AI5933  ELLIP HEIGHT-        2237.28  (meters)          (10/21/02) GPS OBS
 AI5933  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 AI5933
 AI5933  HORZ ORDER  -  FIRST
 AI5933  ELLP ORDER  -  FIFTH     CLASS I
 AI5933
 AI5933.This mark is at Harriet Alexander Field Airport  (0V2)
 AI5933
 AI5933.The horizontal coordinates were established by GPS observations
 AI5933.and adjusted by the National Geodetic Survey in June 2000..
 AI5933
 AI5933.The orthometric height was determined by GPS observations and a
 AI5933.high-resolution geoid model.
 AI5933
 AI5933.GPS derived orthometric heights for airport stations designated as
 AI5933.PACS or SACS are published to 2 decimal places.  This maintains
 AI5933.centimeter relative accuracy between the PACS and SACS.  It does
 AI5933.not indicate centimeter accuracy relative to other marks which are
 AI5933.part of the NAVD 88 network.
 AI5933
 AI5933.Photographs are available for this station.
 AI5933
 AI5933.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5933
 AI5933.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5933
 AI5933.The ellipsoidal height was determined by GPS observations
 AI5933.and is referenced to NAD 83.
 AI5933
 AI5933.The geoid height was determined by GEOID03.
 AI5933
 AI5933;                    North         East     Units Scale Factor Converg.
 AI5933;SPC CO C     -   383,489.734   867,567.039   MT  0.99998336   -0 20 19.7
 AI5933;SPC CO C     - 1,258,165.90  2,846,342.86   sFT  0.99998336   -0 20 19.7
 AI5933;UTM  13      - 4,266,346.949   409,607.535   MT  0.99970062   -0 38 46.7
 AI5933
 AI5933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5933!SPC CO C     -   0.99964908  x   0.99998336  =   0.99963245
 AI5933!UTM  13      -   0.99964908  x   0.99970062  =   0.99934981
 AI5933
 AI5933                          SUPERSEDED SURVEY CONTROL
 AI5933
 AI5933  ELLIP H (06/30/00) 2237.26   (m)                       GP(       ) 1 1
 AI5933
 AI5933.Superseded values are not recommended for survey control.
 AI5933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5933.See file dsdata.txt to determine how the superseded data were derived.
 AI5933
 AI5933_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC0960866347(NAD 83)
 AI5933_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5933_STAMPING: 0V2 B 2000
 AI5933_MARK LOGO: NGS   
 AI5933_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AI5933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5933+STABILITY: SURFACE MOTION
 AI5933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5933+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI5933
 AI5933  HISTORY     - Date     Condition        Report By
 AI5933  HISTORY     - 2000     MONUMENTED       NGS
 AI5933
 AI5933                          STATION DESCRIPTION
 AI5933
 AI5933'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 AI5933'THE STATION IS LOCATED ABOUT 19 MI (30.6 KM) EAST-NORTHEAST OF MONARCH
 AI5933'PASS, 4 MI (6.4 KM) WEST OF SALIDA AND 3 MI (4.8 KM) NORTHEAST OF
 AI5933'PONCHA SPRINGS, IN THE SOUTHWEST 1/4 OF SECTION 36, T 50 N, R 8 E.
 AI5933'ACCESS TO THE AIRPORT IS NOT CONTROLLED.  PERMISSION TO USE THIS
 AI5933'STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER.  OWNERSHIP--CITY OF
 AI5933'SALIDA/CHAFFEE COUNTY, 9255 COUNTY ROAD 140, SALIDA, CO 81201.
 AI5933'CONTACT--DONNA MYERS.  TELEPHONE--719-539-3720
 AI5933'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 285 AND
 AI5933'U.S.  HIGHWAY 50 GOING WEST, JUST NORTH OF PONCHA SPRINGS, GO NORTH ON
 AI5933'U.S.  HIGHWAY 285 FOR 1.0 MI (1.6 KM) TO A SIDE ROAD RIGHT, CHAFFEE
 AI5933'COUNTY ROAD 140.  TURN RIGHT, EAST, ON CHAFFEE COUNTY ROAD 140 FOR
 AI5933'1.65 MI (2.66 KM) TO A SIDE ROAD LEFT, ENTRANCE TO THE AIRPORT.  TURN
 AI5933'LEFT, NORTHWEST, INTO THE AIRPORT THAN TURN RIGHT, EAST, TO AN 8-FOOT
 AI5933'TALL CHAINLINK SECURITY FENCE GATE AND PASS THROUGH IT TO A DIRT ROAD
 AI5933'LEADING TO THE APRON FOR 0.1 MI (0.2 KM) AND CROSS THE APRON,
 AI5933'NORTH-NORTHWEST FOR 0.1 MI (0.2 KM) TO THE INTERSECTION OF THE TAXIWAY
 AI5933'AND THE RAMP TO THE RUNWAY OPPOSITE THE TERMINAL BUILDING.  TURN
 AI5933'RIGHT, NORTHEAST, ON THE TAXIWAY FOR 0.2 MI (0.3 KM) TO THE END OF THE
 AI5933'TAXIWAY AND THE BEGINNING OF A TRACK ROAD, NORTHEAST, TOWARD THE
 AI5933'SOUTHERN BOUNDARY FENCE.  TAKE THE TRACK ROAD ALONG THE BOUNDARY FENCE
 AI5933'FOR 0.6 MI (1.0 KM) TO THE STATION ON THE LEFT, NEAR THE END OF THE
 AI5933'RUNWAY
 AI5933'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 AI5933'POST FLUSH WITH THE GROUND.  IT IS 97.0 M (318.2 FT) SOUTHWEST FROM
 AI5933'THE CENTER LINE END OF RUNWAY 24, 39.6 M (129.9 FT) SOUTH-SOUTHEAST
 AI5933'FROM THE SOUTHERN EDGE OF ASPHALT FOR THE RUNWAY, 37.5 M (123.0 FT)
 AI5933'NORTH-NORTHWEST FROM THE SOUTHERN BOUNDARY FENCE, 23.8 M (78.1 FT)
 AI5933'SOUTH FROM THE VASI LIGHT ELECTRICAL CABLE GOING INTO THE CONCRETE
 AI5933'PAD, 7.1 M (23.3 FT) NORTH-NORTHWEST FROM THE CENTER OF THE TRACK ROAD
 AI5933'TO THE WINDSOCK AND 2.3 M (7.5 FT) NORTHWEST FROM A WITNESS POST.  THE
 AI5933'STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION FOR THE ANA
 AI5933'PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5934 ***********************************************************************
 AI5934  SACS        -  This is a Secondary Airport Control Station.
 AI5934  DESIGNATION -  0V2 C
 AI5934  PID         -  AI5934
 AI5934  STATE/COUNTY-  CO/CHAFFEE
 AI5934  USGS QUAD   -  SALIDA WEST (1994)
 AI5934
 AI5934                         *CURRENT SURVEY CONTROL
 AI5934  ___________________________________________________________________
 AI5934* NAD 83(1992)-  38 32 05.46300(N)    106 03 33.30209(W)     ADJUSTED  
 AI5934* NAVD 88     -      2290.47   (meters)    7514.7    (feet)  GPS OBS   
 AI5934  ___________________________________________________________________
 AI5934  X           -  -1,382,448.246 (meters)                     COMP
 AI5934  Y           -  -4,802,420.923 (meters)                     COMP
 AI5934  Z           -   3,953,474.122 (meters)                     COMP
 AI5934  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 AI5934  ELLIP HEIGHT-        2275.82  (meters)          (10/21/02) GPS OBS
 AI5934  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 AI5934
 AI5934  HORZ ORDER  -  FIRST
 AI5934  ELLP ORDER  -  FIFTH     CLASS I
 AI5934
 AI5934.This mark is at Harriet Alexander Field Airport  (0V2)
 AI5934
 AI5934.The horizontal coordinates were established by GPS observations
 AI5934.and adjusted by the National Geodetic Survey in June 2000..
 AI5934
 AI5934.The orthometric height was determined by GPS observations and a
 AI5934.high-resolution geoid model.
 AI5934
 AI5934.GPS derived orthometric heights for airport stations designated as
 AI5934.PACS or SACS are published to 2 decimal places.  This maintains
 AI5934.centimeter relative accuracy between the PACS and SACS.  It does
 AI5934.not indicate centimeter accuracy relative to other marks which are
 AI5934.part of the NAVD 88 network.
 AI5934
 AI5934.Photographs are available for this station.
 AI5934
 AI5934.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5934
 AI5934.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5934
 AI5934.The ellipsoidal height was determined by GPS observations
 AI5934.and is referenced to NAD 83.
 AI5934
 AI5934.The geoid height was determined by GEOID03.
 AI5934
 AI5934;                    North         East     Units Scale Factor Converg.
 AI5934;SPC CO C     -   382,824.490   865,641.438   MT  0.99998440   -0 21 09.8
 AI5934;SPC CO C     - 1,255,983.35  2,840,025.28   sFT  0.99998440   -0 21 09.8
 AI5934;UTM  13      - 4,265,692.228   407,678.935   MT  0.99970496   -0 39 35.8
 AI5934
 AI5934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5934!SPC CO C     -   0.99964304  x   0.99998440  =   0.99962745
 AI5934!UTM  13      -   0.99964304  x   0.99970496  =   0.99934811
 AI5934
 AI5934                          SUPERSEDED SURVEY CONTROL
 AI5934
 AI5934  ELLIP H (06/30/00) 2275.80   (m)                       GP(       ) 1 1
 AI5934
 AI5934.Superseded values are not recommended for survey control.
 AI5934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5934.See file dsdata.txt to determine how the superseded data were derived.
 AI5934
 AI5934_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC0767965692(NAD 83)
 AI5934_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5934_STAMPING: 0V2 C 2000
 AI5934_MARK LOGO: NGS   
 AI5934_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AI5934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5934+STABILITY: SURFACE MOTION
 AI5934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5934+SATELLITE: SATELLITE OBSERVATIONS - 2000
 AI5934
 AI5934  HISTORY     - Date     Condition        Report By
 AI5934  HISTORY     - 2000     MONUMENTED       NGS
 AI5934
 AI5934                          STATION DESCRIPTION
 AI5934
 AI5934'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 AI5934'THE STATION IS LOCATED ABOUT 19 MI (30.6 KM) EAST-NORTHEAST OF MONARCH
 AI5934'PASS, 4 MI (6.4 KM) WEST OF SALIDA AND 3 MI (4.8 KM) NORTHEAST OF
 AI5934'PONCHA SPRINGS, IN THE NORTHWEST 1/4 OF SECTION 2, T 49 N, R 8 E.
 AI5934'ACCESS TO THE AIRPORT IS NOT CONTROLLED.  PERMISSION TO USE THIS
 AI5934'STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER.  OWNERSHIP--CITY OF
 AI5934'SALIDA/CHAFFEE COUNTY, 9255 COUNTY ROAD 140, SALIDA, CO 81201.
 AI5934'CONTACT--DONNA MYERS.  TELEPHONE--719-539-3720
 AI5934'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 285 AND
 AI5934'U.S.  HIGHWAY 50 GOING WEST, JUST NORTH OF PONCHA SPRINGS, GO NORTH ON
 AI5934'U.S.  HIGHWAY 285 FOR 1.0 MI (1.6 KM) TO A SIDE ROAD RIGHT, CHAFFEE
 AI5934'COUNTY ROAD 140.  TURN RIGHT, EAST, ON CHAFFEE COUNTY ROAD 140 FOR
 AI5934'1.65 MI (2.66 KM) TO A SIDE ROAD LEFT, ENTRANCE TO THE AIRPORT.  TURN
 AI5934'LEFT, NORTHWEST, INTO THE AIRPORT THAN TURN RIGHT, EAST, TO AN 8-FOOT
 AI5934'TALL CHAINLINK SECURITY FENCE GATE AND PASS THROUGH IT TO A DIRT ROAD
 AI5934'LEADING TO THE APRON FOR 0.1 MI (0.2 KM) AND CROSS THE APRON,
 AI5934'NORTH-NORTHWEST FOR 0.1 MI (0.2 KM) TO THE INTERSECTION OF THE TAXIWAY
 AI5934'AND THE RAMP TO THE RUNWAY OPPOSITE THE TERMINAL BUILDING.  TURN LEFT,
 AI5934'SOUTHWEST, ON THE TAXIWAY FOR 0.5 MI (0.8 KM) TO THE WINDSOCK AND THE
 AI5934'STATION ON THE RIGHT IN THE GRASSY AREA
 AI5934'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 AI5934'POST FLUSH WITH THE GROUND.  IT IS 130.5 M (428.1 FT) EAST FROM THE
 AI5934'CENTER LINE END OF RUNWAY 90/24, 59.0 M (193.6 FT) NORTHWEST FROM THE
 AI5934'SOUTHERN BOUNDARY FENCE, 41.4 M (135.8 FT) SOUTHEAST FROM THE SOUTHERN
 AI5934'EDGE OF ASPHALT FOR RUNWAY 90/24, 38.2 M (125.3 FT) NORTHWEST FROM THE
 AI5934'CENTER LINE OF THE TAXIWAY, 23.2 M (76.1 FT) NORTHWEST FROM A WINDSOCK
 AI5934'AND IN LINE WITH THE WINDSOCK AND TWO WHITE RUNWAY LIGHTS.  THE
 AI5934'STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION FOR THE ANA
 AI5934'PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0633 ***********************************************************************
 LL0633  DESIGNATION -  1
 LL0633  PID         -  LL0633
 LL0633  STATE/COUNTY-  CO/BOULDER
 LL0633  USGS QUAD   -  HYGIENE (1979)
 LL0633
 LL0633                         *CURRENT SURVEY CONTROL
 LL0633  ___________________________________________________________________
 LL0633* NAD 83(1986)-  40 12 25.     (N)    105 12 53.     (W)     SCALED    
 LL0633* NAVD 88     -      1588.672  (meters)    5212.17   (feet)  POSTED    
 LL0633  ___________________________________________________________________
 LL0633  GEOID HEIGHT-         -15.89  (meters)                     GEOID03
 LL0633  DYNAMIC HT  -        1587.210 (meters)    5207.37  (feet)  COMP
 LL0633  MODELED GRAV-     979,648.7   (mgal)                       NAVD 88
 LL0633
 LL0633  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0633
 LL0633.The horizontal coordinates were scaled from a topographic map and have
 LL0633.an estimated accuracy of +/- 6 seconds.
 LL0633
 LL0633.The orthometric height was determined by differential leveling
 LL0633.and adjusted by the National Geodetic Survey in 1992..
 LL0633.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0633.rate of 0.0 thru 1.0 mm/km.
 LL0633
 LL0633.The geoid height was determined by GEOID03.
 LL0633
 LL0633.The dynamic height is computed by dividing the NAVD 88
 LL0633.geopotential number by the normal gravity value computed on the
 LL0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0633.degrees latitude (g = 980.6199 gals.).
 LL0633
 LL0633.The modeled gravity was interpolated from observed gravity values.
 LL0633
 LL0633;                    North         East    Units  Estimated Accuracy
 LL0633;SPC CO N     -   401,840.      938,690.      MT  (+/- 180 meters Scaled)
 LL0633
 LL0633                          SUPERSEDED SURVEY CONTROL
 LL0633
 LL0633  NGVD 29 (??/??/92) 1587.644  (m)         5208.80   (f) ADJ UNCH    2 0
 LL0633
 LL0633.Superseded values are not recommended for survey control.
 LL0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0633.See file dsdata.txt to determine how the superseded data were derived.
 LL0633
 LL0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE817507(NAD 83)
 LL0633_MARKER: DD = SURVEY DISK
 LL0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0633+STABILITY: SURFACE MOTION
 LL0633
 LL0633  HISTORY     - Date     Condition        Report By
 LL0633  HISTORY     - 1951     MONUMENTED       CODH
 LL0633  HISTORY     - 1968     MARK NOT FOUND   USGS
 LL0633  HISTORY     - 1983     MARK NOT FOUND   NGS
 LL0633  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0633  HISTORY     - 20040223 MARK NOT FOUND   USPSQD
 LL0633
 LL0633                          STATION DESCRIPTION
 LL0633
 LL0633'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1951
 LL0633'3.1 MI NW FROM HYGIENE.
 LL0633'1.0 MILE NORTH ALONG STATE HIGHWAY 379 FROM THE POST OFFICE AT
 LL0633'HYGIENE, THENCE 2.1 MILES WEST ALONG STATE HIGHWAY 66, 0.2 MILE
 LL0633'EAST OF A FARMHOUSE, 24 FEET NORTH OF THE CENTER LINE OF THE
 LL0633'HIGHWAY, 44 FEET WEST OF THE CENTER OF A GATE, 7 FEET WEST OF A
 LL0633'SMALL IRRIGATION DITCH, 1 FOOT SOUTH OF A FENCE, 2 FEET WEST
 LL0633'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LL0633'IS FLUSH WITH THE GROUND, 0.5 MILE EAST OF BENCH MARK B 329, 17
 LL0633'FEET EAST OF THE CENTER OF A GATE.
 LL0633
 LL0633                          STATION RECOVERY (1968)
 LL0633
 LL0633'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 LL0633'MARK NOT FOUND.
 LL0633
 LL0633                          STATION RECOVERY (1983)
 LL0633
 LL0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0633'MARK NOT FOUND.
 LL0633
 LL0633                          STATION RECOVERY (1984)
 LL0633
 LL0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0633'MARK NOT FOUND.
 LL0633
 LL0633                          STATION RECOVERY (2004)
 LL0633
 LL0633'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL0633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0178 ***********************************************************************
 LL0178  DESIGNATION -  1
 LL0178  PID         -  LL0178
 LL0178  STATE/COUNTY-  CO/WELD
 LL0178  USGS QUAD   -  FORT LUPTON (1994)
 LL0178
 LL0178                         *CURRENT SURVEY CONTROL
 LL0178  ___________________________________________________________________
 LL0178* NAD 83(1986)-  40 04 47.     (N)    104 48 46.     (W)     SCALED    
 LL0178* NAVD 88     -      1497.912  (meters)    4914.40   (feet)  POSTED    
 LL0178  ___________________________________________________________________
 LL0178  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 LL0178  DYNAMIC HT  -        1496.560 (meters)    4909.96  (feet)  COMP
 LL0178  MODELED GRAV-     979,671.9   (mgal)                       NAVD 88
 LL0178
 LL0178  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LL0178
 LL0178.The horizontal coordinates were scaled from a topographic map and have
 LL0178.an estimated accuracy of +/- 6 seconds.
 LL0178
 LL0178.The orthometric height was determined by differential leveling
 LL0178.and adjusted by the National Geodetic Survey in 1992..
 LL0178.No vertical observational check was made to the station.
 LL0178.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LL0178.was located on a no-check spur therefore a value was not computed.
 LL0178
 LL0178.The geoid height was determined by GEOID03.
 LL0178
 LL0178.The dynamic height is computed by dividing the NAVD 88
 LL0178.geopotential number by the normal gravity value computed on the
 LL0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0178.degrees latitude (g = 980.6199 gals.).
 LL0178
 LL0178.The modeled gravity was interpolated from observed gravity values.
 LL0178
 LL0178;                    North         East    Units  Estimated Accuracy
 LL0178;SPC CO N     -   387,900.      973,020.      MT  (+/- 180 meters Scaled)
 LL0178
 LL0178                          SUPERSEDED SURVEY CONTROL
 LL0178
 LL0178  NGVD 29 (??/??/92) 1497.016  (m)         4911.46   (f) ADJ UNCH    1 2
 LL0178
 LL0178.Superseded values are not recommended for survey control.
 LL0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0178.See file dsdata.txt to determine how the superseded data were derived.
 LL0178
 LL0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE159366(NAD 83)
 LL0178_MARKER: DD = SURVEY DISK
 LL0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0178+STABILITY: SURFACE MOTION
 LL0178
 LL0178  HISTORY     - Date     Condition        Report By
 LL0178  HISTORY     - UNK      MONUMENTED       COGS
 LL0178  HISTORY     - 1956     GOOD             NGS
 LL0178  HISTORY     - 1983     MARK NOT FOUND   NGS
 LL0178  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 LL0178
 LL0178                          STATION DESCRIPTION
 LL0178
 LL0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0178'0.4 MI SW FROM FORT LUPTON.
 LL0178'0.25 MILE SOUTH ALONG THE UNION PACIFIC RAILRAOD FROM THE STATION
 LL0178'AT FORT LUPTON, THENCE 0.2 MILE WEST ALONG FIRST STREET, AT AN
 LL0178'INTERSECTION WITH MCKINLEY AVENUE, 96 FEET NORTHWEST OF THE NORTHWEST
 LL0178'LEG OF THE CITY WATER TOWER, 23 FEET EAST OF THE EAST CURB OF MCKINLEY
 LL0178'AVENUE, 10.3 FEET SOUTH OF THE SOUTH CURB OF FIRST STREET, 9 FEET
 LL0178'NORTHEAST OF A 22 INCH ELM TREE, SET IN THE TOP OF A CONCRETE POST
 LL0178'WHICH IS 0.3 FOOT BELOW THE TOP OF THE GROUND, IN SECTION 6, TOWNSHIP
 LL0178'1 NORTH, RANGE 66 WEST.
 LL0178
 LL0178                          STATION RECOVERY (1983)
 LL0178
 LL0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0178'THE AREA IS NOW THE SITE OF THE FORT LUPTON INFORMATION CENTER.
 LL0178
 LL0178                          STATION RECOVERY (2004)
 LL0178
 LL0178'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0581 ***********************************************************************
 LL0581  DESIGNATION -  1
 LL0581  PID         -  LL0581
 LL0581  STATE/COUNTY-  CO/LARIMER
 LL0581  USGS QUAD   -  MASONVILLE (1984)
 LL0581
 LL0581                         *CURRENT SURVEY CONTROL
 LL0581  ___________________________________________________________________
 LL0581* NAD 83(1986)-  40 25 09.     (N)    105 13 16.     (W)     SCALED    
 LL0581* NAVD 88     -      1622.845  (meters)    5324.28   (feet)  ADJUSTED  
 LL0581  ___________________________________________________________________
 LL0581  GEOID HEIGHT-         -15.14  (meters)                     GEOID03
 LL0581  DYNAMIC HT  -        1621.422 (meters)    5319.62  (feet)  COMP
 LL0581  MODELED GRAV-     979,690.8   (mgal)                       NAVD 88
 LL0581
 LL0581  VERT ORDER  -  SECOND    CLASS 0
 LL0581
 LL0581.The horizontal coordinates were scaled from a topographic map and have
 LL0581.an estimated accuracy of +/- 6 seconds.
 LL0581
 LL0581.The orthometric height was determined by differential leveling
 LL0581.and adjusted by the National Geodetic Survey in June 1991..
 LL0581
 LL0581.The geoid height was determined by GEOID03.
 LL0581
 LL0581.The dynamic height is computed by dividing the NAVD 88
 LL0581.geopotential number by the normal gravity value computed on the
 LL0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0581.degrees latitude (g = 980.6199 gals.).
 LL0581
 LL0581.The modeled gravity was interpolated from observed gravity values.
 LL0581
 LL0581;                    North         East    Units  Estimated Accuracy
 LL0581;SPC CO N     -   425,400.      938,070.      MT  (+/- 180 meters Scaled)
 LL0581
 LL0581                          SUPERSEDED SURVEY CONTROL
 LL0581
 LL0581  NGVD 29 (??/??/92) 1621.835  (m)         5320.97   (f) ADJ UNCH    2 0
 LL0581
 LL0581.Superseded values are not recommended for survey control.
 LL0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0581.See file dsdata.txt to determine how the superseded data were derived.
 LL0581
 LL0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE812743(NAD 83)
 LL0581_MARKER: DD = SURVEY DISK
 LL0581_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0581_SP_SET: STEP
 LL0581_STAMPING: BM 1 1935 5321
 LL0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0581
 LL0581  HISTORY     - Date     Condition        Report By
 LL0581  HISTORY     - 1935     MONUMENTED       BOR
 LL0581  HISTORY     - 1939     GOOD             NGS
 LL0581  HISTORY     - 1980     MARK NOT FOUND   USGS
 LL0581
 LL0581                          STATION DESCRIPTION
 LL0581
 LL0581'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 LL0581'9.4 MI W FROM LOVELAND.
 LL0581'9.4 MILES WEST ALONG U.S. HIGHWAY 34 FROM THE POST OFFICE AT LOVELAND,
 LL0581'LARIMER COUNTY, 500 FEET WEST OF DAM STORE, AT THE SOUTH END OF
 LL0581'LITTLE DAM ON BIG THOMPSON RIVER, AND ON THE TOP STEP OF THE CONCRETE
 LL0581'STAIRS.  A UNITED STATES BUREAU OF RECLAMATION STANDARD DISK, STAMPED
 LL0581'B.M. 1 1935 5321.
 LL0581
 LL0581                          STATION RECOVERY (1980)
 LL0581
 LL0581'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 LL0581'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0390 ***********************************************************************
 KL0390  DESIGNATION -  1
 KL0390  PID         -  KL0390
 KL0390  STATE/COUNTY-  CO/PITKIN
 KL0390  USGS QUAD   -  NAST (1994)
 KL0390
 KL0390                         *CURRENT SURVEY CONTROL
 KL0390  ___________________________________________________________________
 KL0390* NAD 83(1986)-  39 16 37.     (N)    106 34 56.     (W)     SCALED    
 KL0390* NAVD 88     -      2841.443  (meters)    9322.30   (feet)  ADJUSTED  
 KL0390  ___________________________________________________________________
 KL0390  GEOID HEIGHT-         -12.86  (meters)                     GEOID03
 KL0390  DYNAMIC HT  -        2837.312 (meters)    9308.75  (feet)  COMP
 KL0390  MODELED GRAV-     979,073.7   (mgal)                       NAVD 88
 KL0390
 KL0390  VERT ORDER  -  SECOND    CLASS 0
 KL0390
 KL0390.The horizontal coordinates were scaled from a topographic map and have
 KL0390.an estimated accuracy of +/- 6 seconds.
 KL0390
 KL0390.The orthometric height was determined by differential leveling
 KL0390.and adjusted by the National Geodetic Survey in June 1991..
 KL0390
 KL0390.The geoid height was determined by GEOID03.
 KL0390
 KL0390.The dynamic height is computed by dividing the NAVD 88
 KL0390.geopotential number by the normal gravity value computed on the
 KL0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0390.degrees latitude (g = 980.6199 gals.).
 KL0390
 KL0390.The modeled gravity was interpolated from observed gravity values.
 KL0390
 KL0390;                    North         East    Units  Estimated Accuracy
 KL0390;SPC CO C     -   465,610.      821,030.      MT  (+/- 180 meters Scaled)
 KL0390
 KL0390                          SUPERSEDED SURVEY CONTROL
 KL0390
 KL0390  NGVD 29 (??/??/92) 2839.249  (m)         9315.10   (f) ADJ UNCH    2 0
 KL0390
 KL0390.Superseded values are not recommended for survey control.
 KL0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0390.See file dsdata.txt to determine how the superseded data were derived.
 KL0390
 KL0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD635487(NAD 83)
 KL0390_MARKER: DD = SURVEY DISK
 KL0390_SETTING: 80 = SET IN A BOULDER
 KL0390_SP_SET: BOULDER
 KL0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0390+STABILITY: SURFACE MOTION
 KL0390
 KL0390  HISTORY     - Date     Condition        Report By
 KL0390  HISTORY     - UNK      MONUMENTED       BOR
 KL0390  HISTORY     - 1951     GOOD             NGS
 KL0390
 KL0390                          STATION DESCRIPTION
 KL0390
 KL0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KL0390'10.05 MI SE FROM THOMASVILLE.
 KL0390'7.5 MILES SOUTHEAST ALONG STATE HIGHWAY 104 FROM ITS JUNCTION WITH
 KL0390'STATE HIGHWAY 307 AT THOMASVILLE, THENCE 0.6 MILE SOUTH ALONG A ROAD
 KL0390'LEADING TO THE IVANHOE RESORT, THENCE 0.1 MILE SOUTHEAST ALONG A DIRT
 KL0390'ROAD LEADING TO A PRIVATE CABIN, THENCE 1.85 MILES SOUTHEAST BY HORSE
 KL0390'TRAIL ALONG THE FRYING PAN RIVER, 18 FEET NORTH OF A LONE 18 INCH PINE
 KL0390'TREE, AT THE NORTH EDGE OF A CLEARING, 6 FEET NORTHWEST OF THE CENTER
 KL0390'LINE OF THE TRAIL, SET IN THE TOP OF A 4X6 FOOT GRANITE BOULDER, 1
 KL0390'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0987 ***********************************************************************
 KK0987  DESIGNATION -  1
 KK0987  PID         -  KK0987
 KK0987  STATE/COUNTY-  CO/GRAND
 KK0987  USGS QUAD   -  FRASER (1957)
 KK0987
 KK0987                         *CURRENT SURVEY CONTROL
 KK0987  ___________________________________________________________________
 KK0987* NAD 83(1986)-  39 53 45.     (N)    105 46 20.     (W)     SCALED    
 KK0987* NAVD 88     -      2756.181  (meters)    9042.57   (feet)  ADJUSTED  
 KK0987  ___________________________________________________________________
 KK0987  GEOID HEIGHT-         -12.37  (meters)                     GEOID03
 KK0987  DYNAMIC HT  -        2752.940 (meters)    9031.94  (feet)  COMP
 KK0987  MODELED GRAV-     979,350.0   (mgal)                       NAVD 88
 KK0987
 KK0987  VERT ORDER  -  FIRST     CLASS II
 KK0987
 KK0987.The horizontal coordinates were scaled from a topographic map and have
 KK0987.an estimated accuracy of +/- 6 seconds.
 KK0987
 KK0987.The orthometric height was determined by differential leveling
 KK0987.and adjusted by the National Geodetic Survey in June 1991..
 KK0987.WARNING-Repeat measurements at this control monument indicate possible
 KK0987.vertical movement.
 KK0987
 KK0987.The geoid height was determined by GEOID03.
 KK0987
 KK0987.The dynamic height is computed by dividing the NAVD 88
 KK0987.geopotential number by the normal gravity value computed on the
 KK0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0987.degrees latitude (g = 980.6199 gals.).
 KK0987
 KK0987.The modeled gravity was interpolated from observed gravity values.
 KK0987
 KK0987;                    North         East    Units  Estimated Accuracy
 KK0987;SPC CO N     -   367,290.      891,120.      MT  (+/- 180 meters Scaled)
 KK0987
 KK0987                          SUPERSEDED SURVEY CONTROL
 KK0987
 KK0987  NGVD 29 (??/??/92) 2754.671  (m)         9037.62   (f) ADJ UNCH    1 2
 KK0987
 KK0987.Superseded values are not recommended for survey control.
 KK0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0987.See file dsdata.txt to determine how the superseded data were derived.
 KK0987
 KK0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE339164(NAD 83)
 KK0987_MARKER: B = BOLT
 KK0987_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0987_SP_SET: CULVERT
 KK0987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0987
 KK0987  HISTORY     - Date     Condition        Report By
 KK0987  HISTORY     - UNK      MONUMENTED       DRGWRR
 KK0987  HISTORY     - 1954     GOOD             NGS
 KK0987
 KK0987                          STATION DESCRIPTION
 KK0987
 KK0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0987'0.4 MI W FROM WINTER PARK.
 KK0987'0.35 MILE WEST ALONG THE DENVER AND SALT LAKE RAILROAD FROM THE
 KK0987'STATION AT WINTER PARK, 6.1 FEET SOUTH OF THE SOUTH RAIL OF THE
 KK0987'MAIN TRACK, SET IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE
 KK0987'HEADWALL OF AN 18 INCH PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0658 ***********************************************************************
 KK0658  DESIGNATION -  1
 KK0658  PID         -  KK0658
 KK0658  STATE/COUNTY-  CO/BOULDER
 KK0658  USGS QUAD   -  LOUISVILLE (1994)
 KK0658
 KK0658                         *CURRENT SURVEY CONTROL
 KK0658  ___________________________________________________________________
 KK0658* NAD 83(1986)-  39 54 15.     (N)    105 14 27.     (W)     SCALED    
 KK0658* NAVD 88     -      1867.103  (meters)    6125.65   (feet)  ADJUSTED  
 KK0658  ___________________________________________________________________
 KK0658  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 KK0658  DYNAMIC HT  -        1865.228 (meters)    6119.50  (feet)  COMP
 KK0658  MODELED GRAV-     979,556.2   (mgal)                       NAVD 88
 KK0658
 KK0658  VERT ORDER  -  SECOND    CLASS 0
 KK0658
 KK0658.The horizontal coordinates were scaled from a topographic map and have
 KK0658.an estimated accuracy of +/- 6 seconds.
 KK0658
 KK0658.The orthometric height was determined by differential leveling
 KK0658.and adjusted by the National Geodetic Survey in June 1991..
 KK0658
 KK0658.The geoid height was determined by GEOID03.
 KK0658
 KK0658.The dynamic height is computed by dividing the NAVD 88
 KK0658.geopotential number by the normal gravity value computed on the
 KK0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0658.degrees latitude (g = 980.6199 gals.).
 KK0658
 KK0658.The modeled gravity was interpolated from observed gravity values.
 KK0658
 KK0658;                    North         East    Units  Estimated Accuracy
 KK0658;SPC CO N     -   368,210.      936,560.      MT  (+/- 180 meters Scaled)
 KK0658
 KK0658                          SUPERSEDED SURVEY CONTROL
 KK0658
 KK0658  NGVD 29 (??/??/92) 1865.954  (m)         6121.88   (f) ADJ UNCH    2 0
 KK0658
 KK0658.Superseded values are not recommended for survey control.
 KK0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0658.See file dsdata.txt to determine how the superseded data were derived.
 KK0658
 KK0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE794171(NAD 83)
 KK0658_MARKER: DD = SURVEY DISK
 KK0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0658_STAMPING: 1
 KK0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0658+STABILITY: SURFACE MOTION
 KK0658
 KK0658  HISTORY     - Date     Condition        Report By
 KK0658  HISTORY     - UNK      MONUMENTED       COGS
 KK0658  HISTORY     - 1952     GOOD             NGS
 KK0658  HISTORY     - 1984     MARK NOT FOUND   NGS
 KK0658
 KK0658                          STATION DESCRIPTION
 KK0658
 KK0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KK0658'13.4 MI NW FROM ARVADA.
 KK0658'10.25 MILES NORTHWEST ALONG THE DENVER AND SALT LAKE RAILROAD
 KK0658'FROM THE STATION AT ARVADA, THENCE 3.2 MILES NORTH ALONG STATE
 KK0658'HIGHWAY 93, 39 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2
 KK0658'FEET WEST OF A FENCE, 3 FEET NORTH OF A WITNESS POST, 0.2 MILE
 KK0658'SOUTH OF A STOCK POND, SET IN THE TOP OF A CONCRETE POST WHICH
 KK0658'PROJECTS 1.0 FOOT ABOVE THE GROUND.
 KK0658
 KK0658                          STATION RECOVERY (1984)
 KK0658
 KK0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK0658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0204 ***********************************************************************
 KK0204  DESIGNATION -  1
 KK0204  PID         -  KK0204
 KK0204  STATE/COUNTY-  CO/DOUGLAS
 KK0204  USGS QUAD   -  SEDALIA (1994)
 KK0204
 KK0204                         *CURRENT SURVEY CONTROL
 KK0204  ___________________________________________________________________
 KK0204* NAD 83(1986)-  39 25 49.     (N)    104 55 26.     (W)     SCALED    
 KK0204* NAVD 88     -      1810.106  (meters)    5938.66   (feet)  POSTED    
 KK0204  ___________________________________________________________________
 KK0204  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 KK0204  DYNAMIC HT  -        1808.260 (meters)    5932.60  (feet)  COMP
 KK0204  MODELED GRAV-     979,540.9   (mgal)                       NAVD 88
 KK0204
 KK0204  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 KK0204
 KK0204.The horizontal coordinates were scaled from a topographic map and have
 KK0204.an estimated accuracy of +/- 6 seconds.
 KK0204
 KK0204.The orthometric height was determined by differential leveling
 KK0204.and adjusted by the National Geodetic Survey in 1992..
 KK0204.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 KK0204.rate of 3.1 thru 4.0 mm/km.
 KK0204
 KK0204.The geoid height was determined by GEOID03.
 KK0204
 KK0204.The dynamic height is computed by dividing the NAVD 88
 KK0204.geopotential number by the normal gravity value computed on the
 KK0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0204.degrees latitude (g = 980.6199 gals.).
 KK0204
 KK0204.The modeled gravity was interpolated from observed gravity values.
 KK0204
 KK0204;                    North         East    Units  Estimated Accuracy
 KK0204;SPC CO C     -   482,230.      964,000.      MT  (+/- 180 meters Scaled)
 KK0204
 KK0204                          SUPERSEDED SURVEY CONTROL
 KK0204
 KK0204  NGVD 29 (??/??/92) 1809.127  (m)         5935.44   (f) ADJ UNCH    1 2
 KK0204
 KK0204.Superseded values are not recommended for survey control.
 KK0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0204.See file dsdata.txt to determine how the superseded data were derived.
 KK0204
 KK0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED065645(NAD 83)
 KK0204_MARKER: X = CHISELED CROSS
 KK0204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0204_SP_SET: CULVERT
 KK0204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0204
 KK0204  HISTORY     - Date     Condition        Report By
 KK0204  HISTORY     - UNK      MONUMENTED       CODH
 KK0204  HISTORY     - 1929     GOOD             NGS
 KK0204  HISTORY     - 1954     MARK NOT FOUND   NGS
 KK0204  HISTORY     - 1983     MARK NOT FOUND   NGS
 KK0204
 KK0204                          STATION DESCRIPTION
 KK0204
 KK0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 KK0204'5.9 MI N FROM CASTLE ROCK.
 KK0204'5.9 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KK0204'FROM THE STATION AT CASTLE ROCK, DOUGLAS COUNTY, 0.4 MILE WEST OF
 KK0204'MILEPOST D 27, AT A LARGE STONE CULVERT UNDER THE TRACK, IN THE
 KK0204'TOP OF THE EAST END OF THE NORTH HEADWALL, ON THE TOP OF THE
 KK0204'STONE FORMING THE NORTHEAST CORNER OF THE COPING, 23 FEET NORTH OF
 KK0204'THE CENTERLINE OF THE TRACK, 12 INCHES WEST OF THE EAST EDGE OF THE
 KK0204'STONE, 5 INCHES SOUTH OF THE NORTH EDGE, AND ABOUT 12 FEET LOWER THAN
 KK0204'THE TRACK.  A CHISELED CROSS. NOTE-- THIS BENCH MARK IS NEAR THE
 KK0204'SECTION LINE BETWEEN SECTIONS 19 AND 20, T 7 S, R 67 W, AND 56 FEET
 KK0204'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 85.
 KK0204
 KK0204                          STATION RECOVERY (1954)
 KK0204
 KK0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 KK0204'MARK NOT FOUND.
 KK0204
 KK0204                          STATION RECOVERY (1983)
 KK0204
 KK0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1850 ***********************************************************************
 KK1850  DESIGNATION -  1
 KK1850  PID         -  KK1850
 KK1850  STATE/COUNTY-  CO/JEFFERSON
 KK1850  USGS QUAD   -  MORRISON (1994)
 KK1850
 KK1850                         *CURRENT SURVEY CONTROL
 KK1850  ___________________________________________________________________
 KK1850* NAD 83(1992)-  39 40 26.52084(N)    105 11 33.47022(W)     ADJUSTED  
 KK1850* NAVD 88     -      1897.8    (meters)    6226.     (feet)  VERTCON   
 KK1850  ___________________________________________________________________
 KK1850  LAPLACE CORR-         -20.35  (seconds)                    DEFLEC99
 KK1850  GEOID HEIGHT-         -15.57  (meters)                     GEOID03
 KK1850
 KK1850  HORZ ORDER  -  SECOND
 KK1850
 KK1850.The horizontal coordinates were established by classical geodetic methods
 KK1850.and adjusted by the National Geodetic Survey in January 1993..
 KK1850
 KK1850.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1850
 KK1850.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1850
 KK1850.The geoid height was determined by GEOID03.
 KK1850
 KK1850;                    North         East     Units Scale Factor Converg.
 KK1850;SPC CO C     -   509,182.186   940,773.242   MT  0.99998586   +0 11 37.9
 KK1850;SPC CO C     - 1,670,541.89  3,086,520.21   sFT  0.99998586   +0 11 37.9
 KK1850;UTM  13      - 4,391,596.883   483,479.185   MT  0.99960336   -0 07 22.7
 KK1850
 KK1850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1850!SPC CO C     -   0.99970480  x   0.99998586  =   0.99969066
 KK1850!UTM  13      -   0.99970480  x   0.99960336  =   0.99930827
 KK1850
 KK1850:                Primary Azimuth Mark                     Grid Az
 KK1850:SPC CO C     -  1 AZ MK                                  112 16 42.7
 KK1850:UTM  13      -  1 AZ MK                                  112 35 43.3
 KK1850
 KK1850|---------------------------------------------------------------------|
 KK1850| PID    Reference Object                     Distance      Geod. Az  |
 KK1850|                                                           dddmmss.s |
 KK1850| CP6109 1 AZ MK                                            1122820.6 |
 KK1850| CP6110 1 RM 1                               13.180 METERS 20040     |
 KK1850| CP6111 1 RM 2                               19.140 METERS 33909     |
 KK1850|---------------------------------------------------------------------|
 KK1850
 KK1850                          SUPERSEDED SURVEY CONTROL
 KK1850
 KK1850  NAD 83(1986)-  39 40 26.51803(N)    105 11 33.46795(W) AD(       ) 2
 KK1850  NAD 27      -  39 40 26.56114(N)    105 11 31.51056(W) AD(       ) 2
 KK1850  NGVD 29 (07/19/86) 1896.8    (m)         6223.     (f) VERT ANG       
 KK1850
 KK1850.Superseded values are not recommended for survey control.
 KK1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1850.See file dsdata.txt to determine how the superseded data were derived.
 KK1850
 KK1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8347991597(NAD 83)
 KK1850_MARKER: DD = SURVEY DISK
 KK1850_SETTING: 66 = SET IN ROCK OUTCROP
 KK1850
 KK1850  HISTORY     - Date     Condition        Report By
 KK1850  HISTORY     - 1977     MONUMENTED       CO-059
 KK1850
 KK1850                          STATION DESCRIPTION
 KK1850
 KK1850'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1850'THE STATION IS LOCATED 200 FEET SOUTH OF STATE HIGHWAY 26,
 KK1850'1-1/2 MILE NORTH OF MORRISON ABOUT 200 FEET SOUTHEAST OF THE
 KK1850'CENTER OF SECTION 26, T 4 S, R 70 W.
 KK1850'
 KK1850'TO REACH THE STATION FROM MORRISON, GO NORTH ON STATE HIGHWAY
 KK1850'93 FOR 1.9 MILES TO ITS JUNCTION WITH HIGHWAY 26.  TURN RIGHT
 KK1850'AND GO 0.4 MILE TO A PARKING AREA AT THE ROADS HIGHEST POINT,
 KK1850'GOING THROUGH THE HOGBACK RIDGE.  THE STATION IS ATOP THE RIDGE,
 KK1850'ABOUT 200 YARDS SOUTH OF THE HIGHWAY.
 KK1850'
 KK1850'TO REACH THE AZIMUTH MARK FROM MORRISON, GO EAST ON STATE
 KK1850'HIGHWAY 8 FOR 0.3 MILE TO ROONEY ROAD FROM THE NORTH.  TURN
 KK1850'LEFT AND GO NORTH 1.5 MILES TO THE MARK NEAR THE WEST
 KK1850'RIGHT-OF-WAY FENCE.
 KK1850'
 KK1850'THE STATION MARK, STAMPED---1 JCMD 1977---, IS A 3-INCH BRONZE
 KK1850'DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP 25 FEET
 KK1850'EAST OF THE HIGHEST EDGE, 18-1/2 FEET SOUTH OF A 7-INCH PINE
 KK1850'TREE AND 31-1/2 FEET NORTH-NORTHWEST OF THE CENTER OF A CLUMP
 KK1850'OF FOUR 4-INCH CEDAR TREES.
 KK1850'
 KK1850'REFERENCE MARK 1, STAMPED---1 JCMD RM 1 1977---, IS A 3-INCH
 KK1850'BRONZE DISK CEMENTED IN THE BEDROCK OUTCROP, 12 FEET
 KK1850'NORTH-NORTHEAST OF A ROCK PINNACLE, AND 9-1/2 FEET EAST OF THE
 KK1850'EXTREME WEST EDGE OF THE ROCK RIDGE.
 KK1850'
 KK1850'REFERENCE MARK 2, STAMPED---1 JCMD RM 2 1977---, IS A 3-INCH
 KK1850'BRONZE DISK CEMENTED IN THE BEDROCK OUTCROP, 13 FEET
 KK1850'NORTH-NORTHEAST OF THE SAME ROCK PINNACLE, 20 FEET
 KK1850'SOUTH-SOUTHEAST OF A 9-INCH PINE TREE AND 22 FEET WEST OF THE
 KK1850'CENTER OF A HIKING TRAIL.
 KK1850'
 KK1850'THE AZIMUTH MARK, STAMPED---1 JCMD AZM 1977---, IS A 3-INCH
 KK1850'BRONZE DISK CEMENTED IN A DRILL HOLE IN AN IRREGULAR CONCRETE
 KK1850'MASS 3-1/2 FEET WEST OF THE RIGHT-OF-WAY FENCE, 33-1/2 FEET
 KK1850'WEST OF THE CENTER OF THE ROAD, AND 4 FEET SOUTHEAST OF A
 KK1850'METAL TELEPHONE BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5501 ***********************************************************************
 DF5501  DESIGNATION -  1
 DF5501  PID         -  DF5501
 DF5501  STATE/COUNTY-  CO/CLEAR CREEK
 DF5501  USGS QUAD   -  LOVELAND PASS (1987)
 DF5501
 DF5501                         *CURRENT SURVEY CONTROL
 DF5501  ___________________________________________________________________
 DF5501* NAD 83(1986)-  39 40 44.     (N)    105 54 14.     (W)     SCALED    
 DF5501* NAVD 88     -      3359.405  (meters)   11021.65   (feet)  ADJUSTED  
 DF5501  ___________________________________________________________________
 DF5501  GEOID HEIGHT-         -12.37  (meters)                     GEOID03
 DF5501  DYNAMIC HT  -        3354.721 (meters)   11006.28  (feet)  COMP
 DF5501  MODELED GRAV-     979,110.0   (mgal)                       NAVD 88
 DF5501
 DF5501  VERT ORDER  -  FIRST     CLASS II
 DF5501
 DF5501.The horizontal coordinates were scaled from a topographic map and have
 DF5501.an estimated accuracy of +/- 6 seconds.
 DF5501
 DF5501.The orthometric height was determined by differential leveling
 DF5501.and adjusted by the National Geodetic Survey in November 2003..
 DF5501
 DF5501.The geoid height was determined by GEOID03.
 DF5501
 DF5501.The dynamic height is computed by dividing the NAVD 88
 DF5501.geopotential number by the normal gravity value computed on the
 DF5501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5501.degrees latitude (g = 980.6199 gals.).
 DF5501
 DF5501.The modeled gravity was interpolated from observed gravity values.
 DF5501
 DF5501;                    North         East    Units  Estimated Accuracy
 DF5501;SPC CO C     -   509,750.      879,750.      MT  (+/- 180 meters Scaled)
 DF5501
 DF5501                          SUPERSEDED SURVEY CONTROL
 DF5501
 DF5501.No superseded survey control is available for this station.
 DF5501
 DF5501_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD224925(NAD 83)
 DF5501_MARKER: DB = BENCH MARK DISK
 DF5501_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DF5501_SP_SET: TUNNEL WALKWAY
 DF5501_STAMPING: 1
 DF5501_MARK LOGO: CODH  
 DF5501_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5501+STABILITY: SURFACE MOTION
 DF5501_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5501+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2004
 DF5501
 DF5501  HISTORY     - Date     Condition        Report By
 DF5501  HISTORY     - 20010918 MONUMENTED       NGS
 DF5501  HISTORY     - 20040804 GOOD             NGS
 DF5501
 DF5501                          STATION DESCRIPTION
 DF5501
 DF5501'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5501'THE STATION IS LOCATED ABOUT 1.7 MI NORTHWEST OF LOVELAND PASS AND AT
 DF5501'THE NORTH BORE
 DF5501'ENTRANCE TO THE EAST END OF EISENHOWER MEMORIAL TUNNEL. OWNERSHIP--
 DF5501'COLORADO
 DF5501'DEPARTMENT OF TRANSPORTATION.
 DF5501' 
 DF5501'THIS STATION IS NOT TO BE USED BY THE SURVEYING PUBLIC AS IT IS INSIDE
 DF5501'OF THE EISENHOWER
 DF5501'MEMORIAL TUNNEL ON THE WALKWAY. PERMISSION MUST FIRST BE REQUESTED
 DF5501'FROM THE
 DF5501'TUNNEL ENGINEER. TO REACH THE STATION FROM THE WESTBOUND PARKING AREA
 DF5501'OF THE EAST
 DF5501'END OF THE EISENHOWER MEMORIAL TUNNEL, GO TO THE WALKWAY ON THE SOUTH
 DF5501'SIDE OF THE
 DF5501'NORTH BORE AND THE STATION IN THE WALKWAY.
 DF5501' 
 DF5501'THE MARK IS A BRASS CODH BENCH MARK DISK SET INTO THE TOP OF THE
 DF5501'WALKWAY AT THE EAST
 DF5501'END OF THE NORTH BORE AT THE SOUTHSIDE OF THE TUNNEL. IT IS 6.75 M
 DF5501'SOUTH FROM THE
 DF5501'CENTER LINE OF THE WESTBOUND LANES, 6.3 M WEST FROM THE SOUTHEAST
 DF5501'FACADE OF BRICK OF
 DF5501'THE STRUCTURE, 0.65 M NORTH FROM THE WALL OF THE TUNNEL AND ABOUT 0.75
 DF5501'M ABOVE THE
 DF5501'ASPHALT PAVING.
 DF5501'
 DF5501
 DF5501                          STATION RECOVERY (2004)
 DF5501
 DF5501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 DF5501'THIS IS EASTMOST OF 33 EVENLY SPACED SURVEY DISKS ON SOUTH WALKWAY OF
 DF5501'NORTH (WEST-BOUND) BORE AT EVERY FIFTH GAP IN HAND-RAILING (NUMBERED
 DF5501'ON WALL FROM WEST END).  THEY ARE NUMBERED 1 TO 32 WITH AN UNNUMBERED
 DF5501'DISK BETWEEN 9 AND 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0664 ***********************************************************************
 KK0664  DESIGNATION -  1 A
 KK0664  PID         -  KK0664
 KK0664  STATE/COUNTY-  CO/DENVER
 KK0664  USGS QUAD   -  ARVADA (1994)
 KK0664
 KK0664                         *CURRENT SURVEY CONTROL
 KK0664  ___________________________________________________________________
 KK0664* NAD 83(1986)-  39 45 18.     (N)    105 00 27.     (W)     SCALED    
 KK0664* NAVD 88     -      1581.912  (meters)    5189.99   (feet)  POSTED    
 KK0664  ___________________________________________________________________
 KK0664  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 KK0664  DYNAMIC HT  -        1580.390 (meters)    5185.00  (feet)  COMP
 KK0664  MODELED GRAV-     979,611.6   (mgal)                       NAVD 88
 KK0664
 KK0664  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0664
 KK0664.The horizontal coordinates were scaled from a topographic map and have
 KK0664.an estimated accuracy of +/- 6 seconds.
 KK0664
 KK0664.The orthometric height was determined by differential leveling
 KK0664.and adjusted by the National Geodetic Survey in 1992..
 KK0664.No vertical observational check was made to the station.
 KK0664.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0664.was located on a no-check spur therefore a value was not computed.
 KK0664
 KK0664.The geoid height was determined by GEOID03.
 KK0664
 KK0664.The dynamic height is computed by dividing the NAVD 88
 KK0664.geopotential number by the normal gravity value computed on the
 KK0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0664.degrees latitude (g = 980.6199 gals.).
 KK0664
 KK0664.The modeled gravity was interpolated from observed gravity values.
 KK0664
 KK0664;                    North         East    Units  Estimated Accuracy
 KK0664;SPC CO C     -   518,240.      956,610.      MT  (+/- 180 meters Scaled)
 KK0664
 KK0664                          SUPERSEDED SURVEY CONTROL
 KK0664
 KK0664  NGVD 29 (??/??/92) 1580.985  (m)         5186.95   (f) ADJ UNCH    1 2
 KK0664
 KK0664.Superseded values are not recommended for survey control.
 KK0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0664.See file dsdata.txt to determine how the superseded data were derived.
 KK0664
 KK0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE993005(NAD 83)
 KK0664_MARKER: R = RIVET
 KK0664_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0664_SP_SET: BRIDGE
 KK0664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0664
 KK0664  HISTORY     - Date     Condition        Report By
 KK0664  HISTORY     - UNK      MONUMENTED       CGS
 KK0664  HISTORY     - 1939     GOOD             NGS
 KK0664  HISTORY     - 19910917 MARK NOT FOUND   NGS
 KK0664
 KK0664                          STATION DESCRIPTION
 KK0664
 KK0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0664'AT DENVER.
 KK0664'AT DENVER, DENVER COUNTY, AT THE EAST END OF THE FIFTEENTH
 KK0664'STREET BRIDGE OVER PLATTE RIVER, IN THE TOP OF THE SOUTH
 KK0664'WING WALL, 6 FEET FROM THE END OF THE WING WALL, AND 18 FEET EAST
 KK0664'OF THE RETAINING WALL.  A METAL RIVET.
 KK0664'NOTE-- PREVIOUSLY DESIGNATED AS BM 1 A.
 KK0664
 KK0664                          STATION RECOVERY (1991)
 KK0664
 KK0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KK0664'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4820 ***********************************************************************
 AB4820  DESIGNATION -  1 ADL
 AB4820  PID         -  AB4820
 AB4820  STATE/COUNTY-  CO/LOGAN
 AB4820  USGS QUAD   -  BUFFALO SPRINGS RANCH NE (1984)
 AB4820
 AB4820                         *CURRENT SURVEY CONTROL
 AB4820  ___________________________________________________________________
 AB4820* NAD 83(1992)-  40 28 54.55031(N)    103 00 26.85643(W)     ADJUSTED  
 AB4820* NAVD 88     -      1360.1    (meters)    4462.     (feet)  GPS OBS   
 AB4820  ___________________________________________________________________
 AB4820  X           -  -1,093,690.793 (meters)                     COMP
 AB4820  Y           -  -4,734,482.756 (meters)                     COMP
 AB4820  Z           -   4,119,694.498 (meters)                     COMP
 AB4820  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 AB4820  ELLIP HEIGHT-        1340.02  (meters)          (12/03/02) GPS OBS
 AB4820  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 AB4820
 AB4820  HORZ ORDER  -  FIRST
 AB4820  ELLP ORDER  -  FOURTH    CLASS II
 AB4820
 AB4820.The horizontal coordinates were established by GPS observations
 AB4820.and adjusted by the National Geodetic Survey in July 1996..
 AB4820
 AB4820.The orthometric height was determined by GPS observations and a
 AB4820.high-resolution geoid model.
 AB4820
 AB4820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4820
 AB4820.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4820
 AB4820.The ellipsoidal height was determined by GPS observations
 AB4820.and is referenced to NAD 83.
 AB4820
 AB4820.The geoid height was determined by GEOID03.
 AB4820
 AB4820;                    North         East     Units Scale Factor Converg.
 AB4820;SPC CO N     -   435,289.218 1,125,710.653   MT  0.99996496   +1 36 37.8
 AB4820;SPC CO N     - 1,428,111.38  3,693,269.03   sFT  0.99996496   +1 36 37.8
 AB4820;UTM  13      - 4,483,143.605   668,886.576   MT  0.99995110   +1 17 38.0
 AB4820
 AB4820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4820!SPC CO N     -   0.99978984  x   0.99996496  =   0.99975480
 AB4820!UTM  13      -   0.99978984  x   0.99995110  =   0.99974095
 AB4820
 AB4820                          SUPERSEDED SURVEY CONTROL
 AB4820
 AB4820  ELLIP H (10/08/96) 1340.05   (m)                       GP(       ) 1 1
 AB4820  ELLIP H (07/08/96) 1340.30   (m)                       GP(       ) 1 1
 AB4820
 AB4820.Superseded values are not recommended for survey control.
 AB4820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4820.See file dsdata.txt to determine how the superseded data were derived.
 AB4820
 AB4820_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE6888783144(NAD 83)
 AB4820_MARKER: DB = BENCH MARK DISK
 AB4820_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AB4820_STAMPING: USGS
 AB4820_MARK LOGO: USGS  
 AB4820_PROJECTION: RECESSED 35 CENTIMETERS
 AB4820_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4820+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4820_ROD/PIPE-DEPTH: 10   meters
 AB4820
 AB4820  HISTORY     - Date     Condition        Report By
 AB4820  HISTORY     - 1972     MONUMENTED       USGS
 AB4820  HISTORY     - 1995     GOOD             CODOT
 AB4820
 AB4820                          STATION DESCRIPTION
 AB4820
 AB4820'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1995
 AB4820'STATION IS LOCATED ABOUT 14 MILES (22.5 KM) SOUTHEAST OF STERLING, IN
 AB4820'THE NORTHEAST CORNER OF THE INTERSECTION OF SH 61 AND COUNTY ROAD 8,
 AB4820'IN THE SW 1/4 OF SEC. 18, T. 6 N., R. 50 W.  TO REACH FROM EXIT 125
 AB4820'ON I-76, GO EAST ON US 6 (FROM THE CENTER OF I-76) FOR 0.2 MILES (0.3
 AB4820'KM) TO THE JUNCTION WITH SH 61, GO SOUTH AND SOUTHEAST ON SH 61 FOR
 AB4820'ABOUT 16.5 MILES (26.6 KM) TO COUNTY ROAD 8 AND THE STATION ON THE
 AB4820'LEFT (EAST).  STATION MARK IS A BRASS DISK IN A 4 IN PVC PIPE (NO
 AB4820'ACCESS COVER), 52.5 M EAST OF THE CENTER OF SH 61, 10.7 M NORTH OF
 AB4820'COUNTY ROAD 8, 0.6 M SOUTHWEST OF A FENCE CORNER, 0.5M WEST NORTHWEST
 AB4820'OF A FIBERGLASS WITNESS POST (NOAA), 0.6 M EAST SOUTHEAST OF A METAL
 AB4820'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0282 ***********************************************************************
 KK0282  DESIGNATION -  1 BB
 KK0282  PID         -  KK0282
 KK0282  STATE/COUNTY-  CO/EL PASO
 KK0282  USGS QUAD   -  BLACK FOREST (1975)
 KK0282
 KK0282                         *CURRENT SURVEY CONTROL
 KK0282  ___________________________________________________________________
 KK0282* NAD 83(1986)-  39 04 16.     (N)    104 40 19.     (W)     SCALED    
 KK0282* NAVD 88     -      2307.894  (meters)    7571.82   (feet)  ADJUSTED  
 KK0282  ___________________________________________________________________
 KK0282  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 KK0282  DYNAMIC HT  -        2305.271 (meters)    7563.21  (feet)  COMP
 KK0282  MODELED GRAV-     979,407.8   (mgal)                       NAVD 88
 KK0282
 KK0282  VERT ORDER  -  SECOND    CLASS 0
 KK0282
 KK0282.The horizontal coordinates were scaled from a topographic map and have
 KK0282.an estimated accuracy of +/- 6 seconds.
 KK0282
 KK0282.The orthometric height was determined by differential leveling
 KK0282.and adjusted by the National Geodetic Survey in June 1991..
 KK0282
 KK0282.The geoid height was determined by GEOID03.
 KK0282
 KK0282.The dynamic height is computed by dividing the NAVD 88
 KK0282.geopotential number by the normal gravity value computed on the
 KK0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0282.degrees latitude (g = 980.6199 gals.).
 KK0282
 KK0282.The modeled gravity was interpolated from observed gravity values.
 KK0282
 KK0282;                    North         East    Units  Estimated Accuracy
 KK0282;SPC CO C     -   442,530.      986,060.      MT  (+/- 180 meters Scaled)
 KK0282
 KK0282                          SUPERSEDED SURVEY CONTROL
 KK0282
 KK0282  NGVD 29 (??/??/92) 2306.647  (m)         7567.72   (f) ADJ UNCH    2 0
 KK0282
 KK0282.Superseded values are not recommended for survey control.
 KK0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0282.See file dsdata.txt to determine how the superseded data were derived.
 KK0282
 KK0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED283247(NAD 83)
 KK0282_MARKER: DB = BENCH MARK DISK
 KK0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0282_STAMPING: LBB 1933
 KK0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0282+STABILITY: SURFACE MOTION
 KK0282
 KK0282  HISTORY     - Date     Condition        Report By
 KK0282  HISTORY     - 1933     MONUMENTED       USGS
 KK0282  HISTORY     - 1952     GOOD             NGS
 KK0282
 KK0282                          STATION DESCRIPTION
 KK0282
 KK0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KK0282'6.5 MI W FROM EASTONVILLE.
 KK0282'6.5 MILES WEST ALONG STATE HIGHWAY 50 FROM THE GRADE SCHOOL AT
 KK0282'EASTONVILLE, 48 FEET SOUTHWEST OF THE CENTER LINE OF A GRAVELED
 KK0282'ROAD LEADING NORTH, 39 FEET SOUTH OF THE CENTER LINE OF THE
 KK0282'HIGHWAY, 27 FEET WEST OF THE CENTER OF A WOODEN GATE, 4.5 FEET
 KK0282'SOUTH OF A FENCE, 5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 KK0282'OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0444 ***********************************************************************
 HJ0444  DESIGNATION -  1 CFD
 HJ0444  PID         -  HJ0444
 HJ0444  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0444  USGS QUAD   -  BOX RANCH (1972)
 HJ0444
 HJ0444                         *CURRENT SURVEY CONTROL
 HJ0444  ___________________________________________________________________
 HJ0444* NAD 83(1986)-  37 10 01.     (N)    103 51 02.     (W)     SCALED    
 HJ0444* NAVD 88     -      1752.118  (meters)    5748.41   (feet)  ADJUSTED  
 HJ0444  ___________________________________________________________________
 HJ0444  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 HJ0444  DYNAMIC HT  -        1750.071 (meters)    5741.69  (feet)  COMP
 HJ0444  MODELED GRAV-     979,399.9   (mgal)                       NAVD 88
 HJ0444
 HJ0444  VERT ORDER  -  THIRD
 HJ0444
 HJ0444.The horizontal coordinates were scaled from a topographic map and have
 HJ0444.an estimated accuracy of +/- 6 seconds.
 HJ0444
 HJ0444.The orthometric height was determined by differential leveling
 HJ0444.and adjusted by the National Geodetic Survey in August 1995..
 HJ0444
 HJ0444.The geoid height was determined by GEOID03.
 HJ0444
 HJ0444.The dynamic height is computed by dividing the NAVD 88
 HJ0444.geopotential number by the normal gravity value computed on the
 HJ0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0444.degrees latitude (g = 980.6199 gals.).
 HJ0444
 HJ0444.The modeled gravity was interpolated from observed gravity values.
 HJ0444
 HJ0444;                    North         East    Units  Estimated Accuracy
 HJ0444;SPC CO S     -   361,620.    1,060,890.      MT  (+/- 180 meters Scaled)
 HJ0444
 HJ0444                          SUPERSEDED SURVEY CONTROL
 HJ0444
 HJ0444.No superseded survey control is available for this station.
 HJ0444
 HJ0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB020140(NAD 83)
 HJ0444_MARKER: DB = BENCH MARK DISK
 HJ0444_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HJ0444+WITH SETTING: INFORMATION.
 HJ0444_SP_SET: METAL ROD DRIVEN INTO GROUND
 HJ0444_STAMPING: 1 CFD 1970
 HJ0444_MARK LOGO: USGS  
 HJ0444_MAGNETIC: I = MARKER IS A STEEL ROD
 HJ0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HJ0444
 HJ0444  HISTORY     - Date     Condition        Report By
 HJ0444  HISTORY     - 1970     MONUMENTED       USGS
 HJ0444
 HJ0444                          STATION DESCRIPTION
 HJ0444
 HJ0444'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HJ0444'FROM THE JUNCTION OF COLORADO STATE HIGHWAY 389 AND U.S. HIGHWAY
 HJ0444'160, PROCEED 1.8 MILE (2.9 KM) EAST ALONG U.S. HIGHWAY 160 TO A
 HJ0444'CROSSROAD INTERSECTION, 50 FEET (15.2 M) SOUTH AND 80 FEET (24.4 M)
 HJ0444'WEST OF CROSSROADS, AND SET ON A COPPER-COATED ROD DRIVEN 8 FEET (2.4
 HJ0444'M) INTO THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9838 ***********************************************************************
 AG9838  DESIGNATION -  1 CFD 4338
 AG9838  PID         -  AG9838
 AG9838  STATE/COUNTY-  CO/MORGAN
 AG9838  USGS QUAD   -  GARY (1984)
 AG9838
 AG9838                         *CURRENT SURVEY CONTROL
 AG9838  ___________________________________________________________________
 AG9838* NAD 83(1992)-  40 07 00.11497(N)    103 36 30.69537(W)     ADJUSTED  
 AG9838* NAVD 88     -      1322.7    (meters)    4340.     (feet)  GPS OBS   
 AG9838  ___________________________________________________________________
 AG9838  X           -  -1,149,461.633 (meters)                     COMP
 AG9838  Y           -  -4,748,213.100 (meters)                     COMP
 AG9838  Z           -   4,088,742.822 (meters)                     COMP
 AG9838  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 AG9838  ELLIP HEIGHT-        1302.95  (meters)          (12/03/02) GPS OBS
 AG9838  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 AG9838
 AG9838  HORZ ORDER  -  FIRST
 AG9838  ELLP ORDER  -  FOURTH    CLASS II
 AG9838
 AG9838.The horizontal coordinates were established by GPS observations
 AG9838.and adjusted by the National Geodetic Survey in August 1998..
 AG9838
 AG9838.The orthometric height was determined by GPS observations and a
 AG9838.high-resolution geoid model.
 AG9838
 AG9838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9838
 AG9838.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9838
 AG9838.The ellipsoidal height was determined by GPS observations
 AG9838.and is referenced to NAD 83.
 AG9838
 AG9838.The geoid height was determined by GEOID03.
 AG9838
 AG9838;                    North         East     Units Scale Factor Converg.
 AG9838;SPC CO N     -   393,497.282 1,075,628.005   MT  0.99995957   +1 13 19.7
 AG9838;SPC CO N     - 1,290,999.00  3,528,956.21   sFT  0.99995957   +1 13 19.7
 AG9838;UTM  13      - 4,441,637.614   618,575.321   MT  0.99977308   +0 53 48.1
 AG9838
 AG9838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9838!SPC CO N     -   0.99979564  x   0.99995957  =   0.99975522
 AG9838!UTM  13      -   0.99979564  x   0.99977308  =   0.99956877
 AG9838
 AG9838                          SUPERSEDED SURVEY CONTROL
 AG9838
 AG9838  ELLIP H (08/11/98) 1302.97   (m)                       GP(       ) 4 1
 AG9838
 AG9838.Superseded values are not recommended for survey control.
 AG9838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9838.See file dsdata.txt to determine how the superseded data were derived.
 AG9838
 AG9838_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE1857541638(NAD 83)
 AG9838_MARKER: DB = BENCH MARK DISK
 AG9838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9838_STAMPING: 1 CFD 4338 1963
 AG9838_MARK LOGO: USGS  
 AG9838_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AG9838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9838+STABILITY: SURFACE MOTION
 AG9838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9838+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AG9838
 AG9838  HISTORY     - Date     Condition        Report By
 AG9838  HISTORY     - 1997     MONUMENTED       NGS
 AG9838
 AG9838                          STATION DESCRIPTION
 AG9838
 AG9838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AG9838'THE STATION IS LOCATED ABOUT 14 MI (22.5 KM) SOUTHEAST OF FORT MORGAN,
 AG9838'9.5 MI (15.3 KM) SOUTH OF BRUSH AND 3.3 MI (5.3 KM) NORTH-NORTHWEST OF
 AG9838'GARY, IN THE NORTHEAST 1/4 OF SECTION 26, T 2 N, R 56 W. OWNERSHIP--
 AG9838'TO REACH THE STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY 34 AND
 AG9838'STATE HIGHWAY 71, EAST OF BRUSH, GO SOUTH ON STATE HIGHWAY 71 FOR
 AG9838'10.15 MI (16.33 KM) TO THE INTERSECTION OF COUNTY ROAD I.  TURN RIGHT,
 AG9838'WEST, ON COUNTY ROAD I FOR 0.75 MI (1.21 KM) TO THE STATION ON THE
 AG9838'LEFT SOUTH OF A CATTLE GUARD.  IT IS ABOUT 0.15 MI (0.24 KM) EAST FROM
 AG9838'A NORTH-SOUTH DOUBLE POLED POWER LINE  THE MARK IS A STANDARD DISK SET
 AG9838'IN THE TOP OF A 12 CM SQUARE CONCRETE POST PROJECTING 5 CM ABOVE THE
 AG9838'GROUND.  IT IS 48.4 M (158.8 FT) SOUTH-SOUTHEAST FROM A POWER POLE
 AG9838'FROM MORGAN COUNTY ELECTRIC ASSOC. NUMBER 58014, 38.7 M (127.0 FT)
 AG9838'SOUTH FROM THE CENTER OF COUNTY ROAD I, 29.8 M (97.8 FT) SOUTH FROM A
 AG9838'FENCE CORNER, 1.2 M (3.9 FT) W FROM A SECTION LINE FENCE, 1.2 M (3.9
 AG9838'FT) WEST FROM A WITNESS POST AND 0.2 WEST FROM A GREEN FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0763 ***********************************************************************
 KL0763  DESIGNATION -  1 DD
 KL0763  PID         -  KL0763
 KL0763  STATE/COUNTY-  CO/EAGLE
 KL0763  USGS QUAD   -  SUGARLOAF MOUNTAIN (1987)
 KL0763
 KL0763                         *CURRENT SURVEY CONTROL
 KL0763  ___________________________________________________________________
 KL0763* NAD 83(1992)-  39 45 09.57937(N)    107 00 55.30318(W)     ADJUSTED  
 KL0763* NAVD 88     -      1961.54   (+/-2cm)    6435.5    (feet)  VERTCON   
 KL0763  ___________________________________________________________________
 KL0763  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 KL0763  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 KL0763
 KL0763  HORZ ORDER  -  THIRD
 KL0763  VERT ORDER  -  THIRD ? (See Below)
 KL0763
 KL0763.The horizontal coordinates were established by classical geodetic methods
 KL0763.and adjusted by the National Geodetic Survey in January 1993..
 KL0763
 KL0763.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0763.The vertical order pertains to the NGVD 29 superseded value.
 KL0763
 KL0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0763
 KL0763.The geoid height was determined by GEOID03.
 KL0763
 KL0763;                    North         East     Units Scale Factor Converg.
 KL0763;SPC CO C     -   518,950.551   784,539.502   MT  1.00000053   -0 57 20.6
 KL0763;SPC CO C     - 1,702,590.27  2,573,943.35   sFT  1.00000053   -0 57 20.6
 KL0763;UTM  13      - 4,402,247.838   327,343.664   MT  0.99996701   -1 17 20.7
 KL0763
 KL0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0763!SPC CO C     -   0.99969447  x   1.00000053  =   0.99969500
 KL0763!UTM  13      -   0.99969447  x   0.99996701  =   0.99966149
 KL0763
 KL0763                          SUPERSEDED SURVEY CONTROL
 KL0763
 KL0763  NAD 83(1986)-  39 45 09.57689(N)    107 00 55.30074(W) AD(       ) 3
 KL0763  NGVD 29 (10/17/91) 1960.26   (m)         6431.3    (f) LEVELING    3  
 KL0763
 KL0763.Superseded values are not recommended for survey control.
 KL0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0763.See file dsdata.txt to determine how the superseded data were derived.
 KL0763
 KL0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCE2734402248(NAD 83)
 KL0763_MARKER: DD = SURVEY DISK
 KL0763_SETTING: 80 = SET IN A BOULDER
 KL0763_SP_SET: PARTIALLY EXPOSED BOULDER
 KL0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0763+STABILITY: SURFACE MOTION
 KL0763
 KL0763  HISTORY     - Date     Condition        Report By
 KL0763  HISTORY     - 1961     MONUMENTED       USGS
 KL0763
 KL0763                          STATION DESCRIPTION
 KL0763
 KL0763'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 KL0763'STATION LOCATED ABOUT 8.0 MI. (AIRLINE) N. OF DOTSERO, IN NE. 1/4
 KL0763'SEC. 34, T 3 S, R 86 W.  IT IS ON E. RIM OVERLOOKING COLORADO RIVER,
 KL0763'ABOUT 100 FT. HIGHER AND 100 FT. SE. OF RAILROAD, AND ABOUT 200 YDS.
 KL0763'W. OF THE TRAVELED PUBLIC RD.  A CAR CAN BE DRIVEN TO STATION.
 KL0763'
 KL0763'STATION MARK--STANDARD TABLET SET IN BOULDER THAT IS BURIED AT E.
 KL0763'BASE OF CEDAR TREE THAT SITS ON VERY EDGE OF E. RIM OF RIVER
 KL0763'CANYON.  PART OF THE TREE WAS CUT DOWN TO CLEAR SIGHTS OUT.
 KL0763'TABLET IS STAMPED---1 DD 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0600 ***********************************************************************
 KK0600  DESIGNATION -  1 DENVER
 KK0600  PID         -  KK0600
 KK0600  STATE/COUNTY-  CO/BOULDER
 KK0600  USGS QUAD   -  TUNGSTEN (1972)
 KK0600
 KK0600                         *CURRENT SURVEY CONTROL
 KK0600  ___________________________________________________________________
 KK0600* NAD 83(1986)-  39 55 59.     (N)    105 24 05.     (W)     SCALED    
 KK0600* NAVD 88     -      2379.71   (+/-2cm)    7807.4    (feet)  VERTCON   
 KK0600  ___________________________________________________________________
 KK0600  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 KK0600
 KK0600  VERT ORDER  -  ? (See Below)
 KK0600
 KK0600.The horizontal coordinates were scaled from a topographic map and have
 KK0600.an estimated accuracy of +/- 6 seconds.
 KK0600
 KK0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK0600.The vertical order pertains to the NGVD 29 superseded value.
 KK0600
 KK0600.The geoid height was determined by GEOID03.
 KK0600
 KK0600;                    North         East    Units  Estimated Accuracy
 KK0600;SPC CO N     -   371,390.      922,830.      MT  (+/- 180 meters Scaled)
 KK0600
 KK0600                          SUPERSEDED SURVEY CONTROL
 KK0600
 KK0600  NGVD 29 (??/??/92) 2378.342  (m)         7802.94   (f) ADJ UNCH    ?  
 KK0600
 KK0600.Superseded values are not recommended for survey control.
 KK0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0600.See file dsdata.txt to determine how the superseded data were derived.
 KK0600
 KK0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE657204(NAD 83)
 KK0600_MARKER: S = SPIKE
 KK0600_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0600_SP_SET: TELEPHONE POLE
 KK0600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0600
 KK0600  HISTORY     - Date     Condition        Report By
 KK0600  HISTORY     - UNK      MONUMENTED       DRGWRR
 KK0600  HISTORY     - 1934     GOOD             NGS
 KK0600  HISTORY     - 1940     MARK NOT FOUND   NGS
 KK0600
 KK0600                          STATION DESCRIPTION
 KK0600
 KK0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KK0600'1.8 MI E FROM PINE CLIFF.
 KK0600'1.8 MILES EAST ALONG THE DENVER AND SALT LAKE RAILWAY FROM THE
 KK0600'STATION AT PINE CLIFF, BOULDER COUNTY, 3 FEET WEST OF MILEPOST 35,
 KK0600'950 FEET NORTHEAST OF THE EAST ENTRANCE TO TUNNEL 26, 240 FEET
 KK0600'WEST OF A PROMINENT ROCK POINT NORTH OF THE TRACK, AT THE EAST
 KK0600'END OF A CUT, AND IN THE BASE OF A POLE WITH A TELEPHONE BOX
 KK0600'ATTACHED.  A SPIKE, MARKED WITH THE PAINTED LETERS BM.
 KK0600
 KK0600                          STATION RECOVERY (1940)
 KK0600
 KK0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 KK0600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1545 ***********************************************************************
 KK1545  DESIGNATION -  1 DHW
 KK1545  PID         -  KK1545
 KK1545  STATE/COUNTY-  CO/DENVER
 KK1545  USGS QUAD   -  COMMERCE CITY (1994)
 KK1545
 KK1545                         *CURRENT SURVEY CONTROL
 KK1545  ___________________________________________________________________
 KK1545* NAD 83(1986)-  39 45 39.     (N)    104 53 31.     (W)     SCALED    
 KK1545* NAVD 88     -      1616.548  (meters)    5303.62   (feet)  ADJUSTED  
 KK1545  ___________________________________________________________________
 KK1545  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 KK1545  DYNAMIC HT  -        1615.011 (meters)    5298.58  (feet)  COMP
 KK1545  MODELED GRAV-     979,619.0   (mgal)                       NAVD 88
 KK1545
 KK1545  VERT ORDER  -  FIRST     CLASS II
 KK1545
 KK1545.The horizontal coordinates were scaled from a topographic map and have
 KK1545.an estimated accuracy of +/- 6 seconds.
 KK1545
 KK1545.The orthometric height was determined by differential leveling
 KK1545.and adjusted by the National Geodetic Survey in June 1991..
 KK1545
 KK1545.The geoid height was determined by GEOID03.
 KK1545
 KK1545.The dynamic height is computed by dividing the NAVD 88
 KK1545.geopotential number by the normal gravity value computed on the
 KK1545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1545.degrees latitude (g = 980.6199 gals.).
 KK1545
 KK1545.The modeled gravity was interpolated from observed gravity values.
 KK1545
 KK1545;                    North         East    Units  Estimated Accuracy
 KK1545;SPC CO C     -   518,950.      966,510.      MT  (+/- 180 meters Scaled)
 KK1545
 KK1545                          SUPERSEDED SURVEY CONTROL
 KK1545
 KK1545  NGVD 29 (??/??/??) 1615.650  (m)         5300.68   (f) ADJUSTED    1 2
 KK1545
 KK1545.Superseded values are not recommended for survey control.
 KK1545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1545.See file dsdata.txt to determine how the superseded data were derived.
 KK1545
 KK1545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE092012(NAD 83)
 KK1545_MARKER: DB = BENCH MARK DISK
 KK1545_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KK1545_SP_SET: SIDEWALK
 KK1545_STAMPING: 1 DHW 1965
 KK1545_MARK LOGO: USGS  
 KK1545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1545_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK1545+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1994
 KK1545
 KK1545  HISTORY     - Date     Condition        Report By
 KK1545  HISTORY     - 1965     MONUMENTED       USGS
 KK1545  HISTORY     - 1984     GOOD             NGS
 KK1545  HISTORY     - 19941201 GOOD             NGS
 KK1545
 KK1545                          STATION DESCRIPTION
 KK1545
 KK1545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1545'IN DENVER.
 KK1545'IN DENVER, ON PROPERTY OF THE STAPLETON INTERNATIONAL AIRPORT, AT THE
 KK1545'FAA CONTROL TOWER BUILDING, SET FLUSH IN THE SIDEWALK ALONG THE EAST
 KK1545'FACE OF THE BUILDING, 10.6 METERS (34.8 FT) NORTH OF PERIMETER GATE
 KK1545'NUMBER E3, 0.8 METER (2.6 FT) EAST OF THE EAST FACE OF THE BUILDING,
 KK1545'AND 0.1 METER (0.3 FT) SOUTH OF THE SOUTH FACE OF THE CONTROL TOWER
 KK1545'WALL.
 KK1545
 KK1545                          STATION RECOVERY (1994)
 KK1545
 KK1545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (DW)
 KK1545'AIRPORT WAS ABANDONED A FEW YEARS AFTER THIS RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0387 ***********************************************************************
 KM0387  DESIGNATION -  1 FMK
 KM0387  PID         -  KM0387
 KM0387  STATE/COUNTY-  CO/MESA
 KM0387  USGS QUAD   -  RUBY CANYON (1968)
 KM0387
 KM0387                         *CURRENT SURVEY CONTROL
 KM0387  ___________________________________________________________________
 KM0387* NAD 83(1986)-  39 13 53.     (N)    108 52 55.     (W)     SCALED    
 KM0387* NAVD 88     -      1373.541  (meters)    4506.36   (feet)  POSTED    
 KM0387  ___________________________________________________________________
 KM0387  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 KM0387  DYNAMIC HT  -        1372.240 (meters)    4502.09  (feet)  COMP
 KM0387  MODELED GRAV-     979,634.8   (mgal)                       NAVD 88
 KM0387
 KM0387  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KM0387
 KM0387.The horizontal coordinates were scaled from a topographic map and have
 KM0387.an estimated accuracy of +/- 6 seconds.
 KM0387
 KM0387.The orthometric height was determined by differential leveling
 KM0387.and adjusted by the National Geodetic Survey in 1992..
 KM0387.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KM0387.rate of 2.1 thru 3.0 mm/km.
 KM0387
 KM0387.The geoid height was determined by GEOID03.
 KM0387
 KM0387.The dynamic height is computed by dividing the NAVD 88
 KM0387.geopotential number by the normal gravity value computed on the
 KM0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0387.degrees latitude (g = 980.6199 gals.).
 KM0387
 KM0387.The modeled gravity was interpolated from observed gravity values.
 KM0387
 KM0387;                    North         East    Units  Estimated Accuracy
 KM0387;SPC CO C     -   465,430.      622,480.      MT  (+/- 180 meters Scaled)
 KM0387
 KM0387                          SUPERSEDED SURVEY CONTROL
 KM0387
 KM0387  NGVD 29 (??/??/92) 1372.477  (m)         4502.87   (f) ADJ UNCH    2 0
 KM0387
 KM0387.Superseded values are not recommended for survey control.
 KM0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0387.See file dsdata.txt to determine how the superseded data were derived.
 KM0387
 KM0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ828445(NAD 83)
 KM0387_MARKER: DB = BENCH MARK DISK
 KM0387_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KM0387_SP_SET: COPPER-CLAD STEEL ROD
 KM0387_STAMPING: 1 FMK 4503
 KM0387_MARK LOGO: USGS  
 KM0387_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0387+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 KM0387
 KM0387  HISTORY     - Date     Condition        Report By
 KM0387  HISTORY     - 1969     MONUMENTED       USGS
 KM0387  HISTORY     - 20050615 GOOD             GEOCAC
 KM0387
 KM0387                          STATION DESCRIPTION
 KM0387
 KM0387'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0387'FROM MACK, COLORADO, PROCEED 1.4 MILES NORTHWEST ALONG U. S.
 KM0387'HIGHWAYS 6 AND 50, 81 FEET WEST OF THE CENTERLINE OF A FIELD ENTRANCE
 KM0387'ROAD, 40 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT SOUTH OF
 KM0387'A FENCE, WITNESS POST SET NEAR BENCH MARK, SET ON A 10 FOOT
 KM0387'COPPER-COATED STEEL ROD ENCASED IN A 6-INCH CONCRETE PIPE WHICH IS
 KM0387'FLUSH WITH THE GROUND.
 KM0387
 KM0387                          STATION RECOVERY (2005)
 KM0387
 KM0387'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0387'N 39 13 55.4
 KM0387'W 108 53 05.0
 KM0387'COORDINATES NAD 83
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0754 ***********************************************************************
 LK0754  DESIGNATION -  1 GDD
 LK0754  PID         -  LK0754
 LK0754  STATE/COUNTY-  CO/LINCOLN
 LK0754  USGS QUAD   -  AKRON (1973)
 LK0754
 LK0754                         *CURRENT SURVEY CONTROL
 LK0754  ___________________________________________________________________
 LK0754* NAD 83(1986)-  40 07 59.     (N)    103 12 36.     (W)     SCALED    
 LK0754* NAVD 88     -      1419.493  (meters)    4657.12   (feet)  ADJUSTED  
 LK0754  ___________________________________________________________________
 LK0754  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 LK0754  DYNAMIC HT  -        1418.316 (meters)    4653.26  (feet)  COMP
 LK0754  MODELED GRAV-     979,746.6   (mgal)                       NAVD 88
 LK0754
 LK0754  VERT ORDER  -  THIRD
 LK0754
 LK0754.The horizontal coordinates were scaled from a topographic map and have
 LK0754.an estimated accuracy of +/- 6 seconds.
 LK0754
 LK0754.The orthometric height was determined by differential leveling
 LK0754.and adjusted by the National Geodetic Survey in June 1991..
 LK0754
 LK0754.The geoid height was determined by GEOID03.
 LK0754
 LK0754.The dynamic height is computed by dividing the NAVD 88
 LK0754.geopotential number by the normal gravity value computed on the
 LK0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0754.degrees latitude (g = 980.6199 gals.).
 LK0754
 LK0754.The modeled gravity was interpolated from observed gravity values.
 LK0754
 LK0754;                    North         East    Units  Estimated Accuracy
 LK0754;SPC CO C     -   562,570.    1,109,570.      MT  (+/- 180 meters Scaled)
 LK0754
 LK0754                          SUPERSEDED SURVEY CONTROL
 LK0754
 LK0754.No superseded survey control is available for this station.
 LK0754
 LK0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE525440(NAD 83)
 LK0754_MARKER: DB = BENCH MARK DISK
 LK0754_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LK0754_SP_SET: COPPER-CLAD STEEL ROD
 LK0754_STAMPING: GDD 1 1972
 LK0754_MARK LOGO: USGS  
 LK0754_PROJECTION: FLUSH
 LK0754_MAGNETIC: I = MARKER IS A STEEL ROD
 LK0754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0754+SATELLITE: SATELLITE OBSERVATIONS - 1972
 LK0754_ROD/PIPE-DEPTH: 4.57 meters
 LK0754
 LK0754  HISTORY     - Date     Condition        Report By
 LK0754  HISTORY     - 1972     MONUMENTED       USGS
 LK0754
 LK0754                          STATION DESCRIPTION
 LK0754
 LK0754'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 LK0754'AT AKRON, COLORADO, FROM THE INTERSECTION OF STATE HIGHWAY 63 AND U.S.
 LK0754'HIGHWAY 34, PROCEED 1.75 MILES SOUTH ALONG STATE HIGHWAY 63 TO AN
 LK0754'OFFSET CROSSROAD, 0.7 MILE NORTH OF A DRIVEWAY LEADING TO A
 LK0754'FARMHOUSE, 57 FEET WEST AND 29 FEET SOUTH OF THE ROAD WEST
 LK0754'INTERSECTION, 2 FEET NORTHEAST OF A METAL FENCE CORNER POST, 1 FOOT
 LK0754'SOUTHEAST OF AN IRON WITNESS POST, 1 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1176 ***********************************************************************
 KK1176  DESIGNATION -  1 GILPIN
 KK1176  PID         -  KK1176
 KK1176  STATE/COUNTY-  CO/GILPIN
 KK1176  USGS QUAD   -  CENTRAL CITY (1972)
 KK1176
 KK1176                         *CURRENT SURVEY CONTROL
 KK1176  ___________________________________________________________________
 KK1176* NAD 83(1986)-  39 49 28.     (N)    105 31 19.     (W)     SCALED    
 KK1176* NAVD 88     -      2636.282  (meters)    8649.20   (feet)  ADJUSTED  
 KK1176  ___________________________________________________________________
 KK1176  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 KK1176  DYNAMIC HT  -        2633.292 (meters)    8639.39  (feet)  COMP
 KK1176  MODELED GRAV-     979,396.1   (mgal)                       NAVD 88
 KK1176
 KK1176  VERT ORDER  -  SECOND    CLASS 0
 KK1176
 KK1176.The horizontal coordinates were scaled from a topographic map and have
 KK1176.an estimated accuracy of +/- 6 seconds.
 KK1176
 KK1176.The orthometric height was determined by differential leveling
 KK1176.and adjusted by the National Geodetic Survey in June 1991..
 KK1176
 KK1176.The geoid height was determined by GEOID03.
 KK1176
 KK1176.The dynamic height is computed by dividing the NAVD 88
 KK1176.geopotential number by the normal gravity value computed on the
 KK1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1176.degrees latitude (g = 980.6199 gals.).
 KK1176
 KK1176.The modeled gravity was interpolated from observed gravity values.
 KK1176
 KK1176;                    North         East    Units  Estimated Accuracy
 KK1176;SPC CO N     -   359,330.      912,520.      MT  (+/- 180 meters Scaled)
 KK1176
 KK1176                          SUPERSEDED SURVEY CONTROL
 KK1176
 KK1176  NGVD 29 (??/??/92) 2634.883  (m)         8644.61   (f) ADJ UNCH    2 0
 KK1176
 KK1176.Superseded values are not recommended for survey control.
 KK1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1176.See file dsdata.txt to determine how the superseded data were derived.
 KK1176
 KK1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE553084(NAD 83)
 KK1176_MARKER: DD = SURVEY DISK
 KK1176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK1176_SP_SET: CATCH BASIN
 KK1176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1176
 KK1176  HISTORY     - Date     Condition        Report By
 KK1176  HISTORY     - UNK      MONUMENTED       BPR
 KK1176  HISTORY     - 1940     GOOD             NGS
 KK1176  HISTORY     - 20020924 MARK NOT FOUND   USPSQD
 KK1176
 KK1176                          STATION DESCRIPTION
 KK1176
 KK1176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KK1176'2.5 MI N FROM BLACKHAWK.
 KK1176'2.5 MILES NORTH ALONG STATE HIGHWAY 119 FROM A ROAD JUNCTION
 KK1176'AT BLACKHAWK, GILPIN COUNTY, AT A PIPE CULVERT, IN THE CENTER OF
 KK1176'THE TOP OF THE STONE CATCH BASIN AND HEADWALL, AND 24 FEET
 KK1176'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES BUREAU
 KK1176'OF PUBLIC ROADS STANDARD DISK.  NOTE-- MARK PREVIOUSLY DESIGNATED
 KK1176'AS BM (USPR)
 KK1176
 KK1176                          STATION RECOVERY (2002)
 KK1176
 KK1176'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 KK1176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4286 ***********************************************************************
 AE4286  DESIGNATION -  1 HA 6706
 AE4286  PID         -  AE4286
 AE4286  STATE/COUNTY-  CO/EL PASO
 AE4286  USGS QUAD   -  HAEGLER RANCH (1975)
 AE4286
 AE4286                         *CURRENT SURVEY CONTROL
 AE4286  ___________________________________________________________________
 AE4286* NAD 83(1992)-  38 59 48.97795(N)    104 28 41.40225(W)     ADJUSTED  
 AE4286* NAVD 88     -      2045.0    (meters)    6709.     (feet)  GPS OBS   
 AE4286  ___________________________________________________________________
 AE4286  X           -  -1,241,334.102 (meters)                     COMP
 AE4286  Y           -  -4,807,439.223 (meters)                     COMP
 AE4286  Z           -   3,993,328.387 (meters)                     COMP
 AE4286  LAPLACE CORR-          -7.00  (seconds)                    DEFLEC99
 AE4286  ELLIP HEIGHT-        2026.95  (meters)          (12/03/02) GPS OBS
 AE4286  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 AE4286
 AE4286  HORZ ORDER  -  FIRST
 AE4286  ELLP ORDER  -  FOURTH    CLASS II
 AE4286
 AE4286.The horizontal coordinates were established by GPS observations
 AE4286.and adjusted by the National Geodetic Survey in October 1997..
 AE4286
 AE4286.The orthometric height was determined by GPS observations and a
 AE4286.high-resolution geoid model.
 AE4286
 AE4286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4286
 AE4286.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4286
 AE4286.The ellipsoidal height was determined by GPS observations
 AE4286.and is referenced to NAD 83.
 AE4286
 AE4286.The geoid height was determined by GEOID03.
 AE4286
 AE4286;                    North         East     Units Scale Factor Converg.
 AE4286;SPC CO C     -   434,466.736 1,002,915.942   MT  0.99993755   +0 38 40.1
 AE4286;SPC CO C     - 1,425,412.95  3,290,400.05   sFT  0.99993755   +0 38 40.1
 AE4286;UTM  13      - 4,316,566.321   545,188.488   MT  0.99962514   +0 19 42.2
 AE4286
 AE4286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4286!SPC CO C     -   0.99968208  x   0.99993755  =   0.99961965
 AE4286!UTM  13      -   0.99968208  x   0.99962514  =   0.99930734
 AE4286
 AE4286                          SUPERSEDED SURVEY CONTROL
 AE4286
 AE4286  ELLIP H (10/31/97) 2026.97   (m)                       GP(       ) 4 1
 AE4286
 AE4286.Superseded values are not recommended for survey control.
 AE4286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4286.See file dsdata.txt to determine how the superseded data were derived.
 AE4286
 AE4286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED4518816566(NAD 83)
 AE4286_MARKER: DB = BENCH MARK DISK
 AE4286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4286_STAMPING: 1 HA 6707 1947
 AE4286_MARK LOGO: USGS  
 AE4286_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE4286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4286+STABILITY: SURFACE MOTION
 AE4286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4286+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2000
 AE4286
 AE4286  HISTORY     - Date     Condition        Report By
 AE4286  HISTORY     - 1996     MONUMENTED       NGS
 AE4286  HISTORY     - 20000223 GOOD             MSAM
 AE4286
 AE4286                          STATION DESCRIPTION
 AE4286
 AE4286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE4286'THE STATION IS LOCATED ABOUT 9 MI (14.5 KM) WEST-SOUTHWEST OF CALHAN,
 AE4286'8 MI (12.9 KM) NORTHEAST OF FALCON AND 2.2 MI (3.5 KM) SOUTH OF
 AE4286'PEYTON, IN THE NORTHWEST 1/4 OF SECTION 20, T 12 S, R 63 W.
 AE4286'OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY  TO REACH THE STATION, GO TO THE
 AE4286'INTERSECTION OF THE PEYTON HIGHWAY AND SCOTT ROAD.  GO SOUTH ON THE
 AE4286'PEYTON HIGHWAY FOR 0.15 MI (0.24 KM) TO THE STATION ON THE LEFT  THE
 AE4286'MARK IS A STANDARD DISK SET IN A 15 CM SQUARE CONCRETE POST,
 AE4286'PROJECTING 5 CM ABOVE THE GROUND.  IT IS 20.0 M (65.6 FT) SOUTH FROM
 AE4286'THE TOP CENTER OF A TELEPHONE RISER BOX NUMBER 10905, 9.55 M (31.33
 AE4286'FT) EAST FROM THE CENTER LINE OF THE PEYTON HIGHWAY, 0.4 M (1.3 FT)
 AE4286'WEST FROM A RIGHT-OF-WAY FENCE, 0.2 M (0.7 FT) NORTH-NORTHEAST FROM A
 AE4286'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE HIGHWAY.
 AE4286
 AE4286                          STATION RECOVERY (2000)
 AE4286
 AE4286'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2000 (BJ)
 AE4286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0486 ***********************************************************************
 LM0486  DESIGNATION -  1 JHD
 LM0486  PID         -  LM0486
 LM0486  STATE/COUNTY-  CO/RIO BLANCO
 LM0486  USGS QUAD   -  RATTLESNAKE MESA (1966)
 LM0486
 LM0486                         *CURRENT SURVEY CONTROL
 LM0486  ___________________________________________________________________
 LM0486* NAD 83(1986)-  40 02 02.     (N)    107 51 17.     (W)     SCALED    
 LM0486* NAVD 88     -      1930.950  (meters)    6335.13   (feet)  ADJUSTED  
 LM0486  ___________________________________________________________________
 LM0486  GEOID HEIGHT-         -15.17  (meters)                     GEOID03
 LM0486  DYNAMIC HT  -        1929.003 (meters)    6328.74  (feet)  COMP
 LM0486  MODELED GRAV-     979,548.9   (mgal)                       NAVD 88
 LM0486
 LM0486  VERT ORDER  -  SECOND    CLASS 0
 LM0486
 LM0486.The horizontal coordinates were scaled from a topographic map and have
 LM0486.an estimated accuracy of +/- 6 seconds.
 LM0486
 LM0486.The orthometric height was determined by differential leveling
 LM0486.and adjusted by the National Geodetic Survey in June 1991..
 LM0486
 LM0486.The geoid height was determined by GEOID03.
 LM0486
 LM0486.The dynamic height is computed by dividing the NAVD 88
 LM0486.geopotential number by the normal gravity value computed on the
 LM0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0486.degrees latitude (g = 980.6199 gals.).
 LM0486
 LM0486.The modeled gravity was interpolated from observed gravity values.
 LM0486
 LM0486;                    North         East    Units  Estimated Accuracy
 LM0486;SPC CO N     -   385,250.      713,450.      MT  (+/- 180 meters Scaled)
 LM0486
 LM0486                          SUPERSEDED SURVEY CONTROL
 LM0486
 LM0486  NGVD 29 (??/??/92) 1929.658  (m)         6330.89   (f) ADJ UNCH    2 0
 LM0486
 LM0486.Superseded values are not recommended for survey control.
 LM0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0486.See file dsdata.txt to determine how the superseded data were derived.
 LM0486
 LM0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE564354(NAD 83)
 LM0486_MARKER: DD = SURVEY DISK
 LM0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0486_STAMPING: JHD 1 1963 6331
 LM0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0486+STABILITY: SURFACE MOTION
 LM0486
 LM0486  HISTORY     - Date     Condition        Report By
 LM0486  HISTORY     - 1963     MONUMENTED       USGS
 LM0486  HISTORY     - 1966     GOOD             NGS
 LM0486
 LM0486                          STATION DESCRIPTION
 LM0486
 LM0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 LM0486'3.25 MI E FROM MEEKER.
 LM0486'1.7 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE FIRE STATION AT
 LM0486'MEEKER, THENCE 1.55 MILES SOUTHEAST ALONG STATE HIGHWAY 132, 150 FEET
 LM0486'NORTHWEST OF THE NORTH END OF A BRIDGE OVER WHITE RIVER, 120 FEET EAST
 LM0486'OF THE EAST END OF A PULLOUT AREA WITH A SPRING, 42 FEET NORTH OF THE
 LM0486'CENTER LINE OF THE HIGHWAY, 94 FEET WEST OF TELEPHONE POLE 56 WITH GUY
 LM0486'WIRE, 1.7 FEET SOUTH OF A WITNESS POST, ABOUT 3 1/2 FEET HIGHER THAN
 LM0486'THE HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0291 ***********************************************************************
 KL0291  DESIGNATION -  1 PITKIN
 KL0291  PID         -  KL0291
 KL0291  STATE/COUNTY-  CO/PITKIN
 KL0291  USGS QUAD   -  NEW YORK PEAK (1987)
 KL0291
 KL0291                         *CURRENT SURVEY CONTROL
 KL0291  ___________________________________________________________________
 KL0291* NAD 83(1986)-  39 07 10.     (N)    106 42 06.     (W)     SCALED    
 KL0291* NAVD 88     -      2923.81   (+/-2cm)    9592.5    (feet)  VERTCON   
 KL0291  ___________________________________________________________________
 KL0291  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 KL0291
 KL0291  VERT ORDER  -  ? (See Below)
 KL0291
 KL0291.The horizontal coordinates were scaled from a topographic map and have
 KL0291.an estimated accuracy of +/- 6 seconds.
 KL0291
 KL0291.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0291.The vertical order pertains to the NGVD 29 superseded value.
 KL0291
 KL0291.The geoid height was determined by GEOID03.
 KL0291
 KL0291;                    North         East    Units  Estimated Accuracy
 KL0291;SPC CO C     -   448,260.      810,490.      MT  (+/- 180 meters Scaled)
 KL0291
 KL0291                          SUPERSEDED SURVEY CONTROL
 KL0291
 KL0291  NGVD 29 (??/??/92) 2921.935  (m)         9586.38   (f) ADJ UNCH    ?  
 KL0291
 KL0291.Superseded values are not recommended for survey control.
 KL0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0291.See file dsdata.txt to determine how the superseded data were derived.
 KL0291
 KL0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD528314(NAD 83)
 KL0291_MARKER: X = CHISELED CROSS
 KL0291_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KL0291_SP_SET: CURB
 KL0291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0291
 KL0291  HISTORY     - Date     Condition        Report By
 KL0291  HISTORY     - UNK      MONUMENTED       USGS
 KL0291  HISTORY     - 1934     GOOD             NGS
 KL0291
 KL0291                          STATION DESCRIPTION
 KL0291
 KL0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KL0291'9.5 MI SE FROM ASPEN.
 KL0291'9.5 MILES SOUTHEAST ALONG STATE HIGHWAY 82 FROM THE COURTHOUSE AT
 KL0291'ASPEN, PITKIN COUNTY, 0.6 MILE WEST AND DOWNSTREAM FROM THE WYE
 KL0291'JUNCTION OF THE LINCOLN GULCH ROAD, 0.4 MILE UPSTREAM FROM DEVILS
 KL0291'PUNCHBOWL, AT THE OUTSIDE OF A CURVE, 10 FEET SOUTH OF THE CENTERLINE
 KL0291'OF THE HIGHWAY, NEAR THE MIDDLE OF THE LENGTH OF A STONE-WORK CURB,
 KL0291'AND ON THE TOP OF THE NORTHWEST CORNER OF A SECTION OF THE CURB.  A
 KL0291'CHISELED AND PAINTED CROSS, WITNESSED BY THE PAINTED LETTERS USBM
 KL0291'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1538 ***********************************************************************
 KK1538  DESIGNATION -  1 SIA
 KK1538  PID         -  KK1538
 KK1538  STATE/COUNTY-  CO/DENVER
 KK1538  USGS QUAD   -  COMMERCE CITY (1994)
 KK1538
 KK1538                         *CURRENT SURVEY CONTROL
 KK1538  ___________________________________________________________________
 KK1538* NAD 83(1986)-  39 46 37.     (N)    104 52 59.     (W)     SCALED    
 KK1538* NAVD 88     -      1607.650  (meters)    5274.43   (feet)  ADJUSTED  
 KK1538  ___________________________________________________________________
 KK1538  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 KK1538  DYNAMIC HT  -        1606.129 (meters)    5269.44  (feet)  COMP
 KK1538  MODELED GRAV-     979,624.3   (mgal)                       NAVD 88
 KK1538
 KK1538  VERT ORDER  -  FIRST     CLASS II
 KK1538
 KK1538.The horizontal coordinates were scaled from a topographic map and have
 KK1538.an estimated accuracy of +/- 6 seconds.
 KK1538
 KK1538.The orthometric height was determined by differential leveling
 KK1538.and adjusted by the National Geodetic Survey in June 1991..
 KK1538
 KK1538.The geoid height was determined by GEOID03.
 KK1538
 KK1538.The dynamic height is computed by dividing the NAVD 88
 KK1538.geopotential number by the normal gravity value computed on the
 KK1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1538.degrees latitude (g = 980.6199 gals.).
 KK1538
 KK1538.The modeled gravity was interpolated from observed gravity values.
 KK1538
 KK1538;                    North         East    Units  Estimated Accuracy
 KK1538;SPC CO C     -   520,740.      967,260.      MT  (+/- 180 meters Scaled)
 KK1538
 KK1538                          SUPERSEDED SURVEY CONTROL
 KK1538
 KK1538  NGVD 29 (??/??/??) 1606.757  (m)         5271.50   (f) ADJUSTED    1 2
 KK1538
 KK1538.Superseded values are not recommended for survey control.
 KK1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1538.See file dsdata.txt to determine how the superseded data were derived.
 KK1538
 KK1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE100030(NAD 83)
 KK1538_MARKER: DD = SURVEY DISK
 KK1538_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 KK1538_SP_SET: RETAINING WALL
 KK1538_STAMPING: BM 1
 KK1538_MARK LOGO: CO0600
 KK1538_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1538+STABILITY: POSITION/ELEVATION WELL
 KK1538
 KK1538  HISTORY     - Date     Condition        Report By
 KK1538  HISTORY     - UNK      MONUMENTED       CO0600
 KK1538  HISTORY     - 1984     GOOD             NGS
 KK1538
 KK1538                          STATION DESCRIPTION
 KK1538
 KK1538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1538'IN DENVER.
 KK1538'IN DENVER, ON PROPERTY OF THE STAPLETON INTERNATIONAL AIRPORT, IN TOP
 KK1538'OF AND AT THE SOUTHWEST CORNER OF THE INTERSTATE HIGHWAY 70 TUNNEL
 KK1538'UNDER THE RUNWAYS, 0.1 METER (0.3 FT) SOUTHWEST OF THE NORTHEAST END
 KK1538'OF THE SOUTHWEST WINGWALL AT THE WEST END OF THE TUNNEL.  NOTE=THE
 KK1538'DISK IS A 3-INCH DIAMETER BRASS DISK OF THE CITY AND COUNTY OF DENVER.
 KK1538'THE RETAINING WALL IS SET ON PILES DRILLED INTO BEDROCK.
 KK1538'THE MARK IS ABOVE LEVEL WITH TAXIWAY L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0576 ***********************************************************************
 LL0576  DESIGNATION -  10
 LL0576  PID         -  LL0576
 LL0576  STATE/COUNTY-  CO/LARIMER
 LL0576  USGS QUAD   -  DRAKE (1984)
 LL0576
 LL0576                         *CURRENT SURVEY CONTROL
 LL0576  ___________________________________________________________________
 LL0576* NAD 83(1986)-  40 26 02.     (N)    105 20 46.     (W)     SCALED    
 LL0576* NAVD 88     -      1891.913  (meters)    6207.05   (feet)  ADJUSTED  
 LL0576  ___________________________________________________________________
 LL0576  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 LL0576  DYNAMIC HT  -        1890.106 (meters)    6201.12  (feet)  COMP
 LL0576  MODELED GRAV-     979,603.4   (mgal)                       NAVD 88
 LL0576
 LL0576  VERT ORDER  -  SECOND    CLASS 0
 LL0576
 LL0576.The horizontal coordinates were scaled from a topographic map and have
 LL0576.an estimated accuracy of +/- 6 seconds.
 LL0576
 LL0576.The orthometric height was determined by differential leveling
 LL0576.and adjusted by the National Geodetic Survey in June 1991..
 LL0576
 LL0576.The geoid height was determined by GEOID03.
 LL0576
 LL0576.The dynamic height is computed by dividing the NAVD 88
 LL0576.geopotential number by the normal gravity value computed on the
 LL0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0576.degrees latitude (g = 980.6199 gals.).
 LL0576
 LL0576.The modeled gravity was interpolated from observed gravity values.
 LL0576
 LL0576;                    North         East    Units  Estimated Accuracy
 LL0576;SPC CO N     -   427,010.      927,460.      MT  (+/- 180 meters Scaled)
 LL0576
 LL0576                          SUPERSEDED SURVEY CONTROL
 LL0576
 LL0576  NGVD 29 (??/??/92) 1890.770  (m)         6203.30   (f) ADJ UNCH    2 0
 LL0576
 LL0576.Superseded values are not recommended for survey control.
 LL0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0576.See file dsdata.txt to determine how the superseded data were derived.
 LL0576
 LL0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE706759(NAD 83)
 LL0576_MARKER: DD = SURVEY DISK
 LL0576_SETTING: 80 = SET IN A BOULDER
 LL0576_STAMPING: BM 10 1936 6201.496
 LL0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0576+STABILITY: SURFACE MOTION
 LL0576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0576+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2006
 LL0576
 LL0576  HISTORY     - Date     Condition        Report By
 LL0576  HISTORY     - 1936     MONUMENTED       BOR
 LL0576  HISTORY     - 1939     GOOD             NGS
 LL0576  HISTORY     - 20060709 GOOD             INDIV
 LL0576
 LL0576                          STATION DESCRIPTION
 LL0576
 LL0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 LL0576'18.7 MI W FROM ESTES PARK.
 LL0576'13.4 MILES NORTHEAST ALONG U.S. HIGHWAY 34 FROM THE POST OFFICE AT
 LL0576'ESTES PARK, LARIMER COUNTY, THENCE 0.3 MILE WEST ALONG DEVELS GULCH
 LL0576'ROAD, 0.3 MILE WEST OF DRAKE, ALONG THE EDGE OF A TERRACE, 280
 LL0576'FEET NORTH OF HERSHMANS BRIDGE OVER THE NORTH FORK OF BIG THOMPSON
 LL0576'RIVER, 15 FEET WEST OF A CAVE DOOR, AND IN THE TOP OF AN EMBEDDED
 LL0576'BOULDER.  A UNITED STATES BUREAU OF RECLAMATION STANDARD DISK,
 LL0576'STAMPED B.M. 10 1936 6201.496.  NOTE-- THIS BENCH MARK IS ALSO 18.7
 LL0576'MILES WEST OF LOVELAND.
 LL0576
 LL0576                          STATION RECOVERY (2006)
 LL0576
 LL0576'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RMO)
 LL0576'BENCHMARK LOCATED SOUTH-SOUTH WEST APPROXIMATELY 50 OF AN RESISDENCE
 LL0576'WITH AN ADDRESS OF 1600 BIG THOMPSON CANYON, OWNED BY VELMA HERSHMAN,
 LL0576' 
 LL0576'ON A 5 FOOT TERRACE, NORTHWEST OF THE STORM MOUNTAIN BRIDGE THAT
 LL0576'CROSSES THE NORTH FORK OF THE BIG THOMPSON RIVER APPROX 200 FEETCAVE
 LL0576'OPENING IS AN ABANDON ROOT CELLAR, CURRENTLY IN A HORSE PASTURE, AND
 LL0576' THE ROCK THAT BEARS THE MARK IS SURROUNDED AND OVERGROWN WITH BRUSH,
 LL0576'10 FEET SOUTH OF AND EAST-WEST FENCELINE OF THE HORSE PASTURE.  THE
 LL0576'ROCK THAT BEARS THE MARK IS APPROX 1 FOOT TALL AND IS EAST OF A
 LL0576'SIMILAR SIZED ROCK, BOTH OF WHICH ARE OVERGROWN WITH 2 FOOT TALL
 LL0576'BRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1074 ***********************************************************************
 JK1074  DESIGNATION -  10
 JK1074  PID         -  JK1074
 JK1074  STATE/COUNTY-  CO/PUEBLO
 JK1074  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1074
 JK1074                         *CURRENT SURVEY CONTROL
 JK1074  ___________________________________________________________________
 JK1074* NAD 83(1992)-  38 24 19.63880(N)    104 21 45.21402(W)     ADJUSTED  
 JK1074* NAVD 88     -      1492.76   (+/-2cm)    4897.5    (feet)  VERTCON   
 JK1074  ___________________________________________________________________
 JK1074  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 JK1074  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 JK1074
 JK1074  HORZ ORDER  -  SECOND
 JK1074  VERT ORDER  -  THIRD ? (See Below)
 JK1074
 JK1074.The horizontal coordinates were established by classical geodetic methods
 JK1074.and adjusted by the National Geodetic Survey in January 1993..
 JK1074
 JK1074.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1074.The vertical order pertains to the NGVD 29 superseded value.
 JK1074
 JK1074.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1074
 JK1074.The geoid height was determined by GEOID03.
 JK1074
 JK1074;                    North         East     Units Scale Factor Converg.
 JK1074;SPC CO S     -   498,389.108 1,013,750.530   MT  0.99999503   +0 41 51.7
 JK1074;SPC CO S     - 1,635,131.60  3,325,946.53   sFT  0.99999503   +0 41 51.7
 JK1074;UTM  13      - 4,250,995.011   555,656.306   MT  0.99963815   +0 23 45.6
 JK1074
 JK1074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1074!SPC CO S     -   0.99976895  x   0.99999503  =   0.99976398
 JK1074!UTM  13      -   0.99976895  x   0.99963815  =   0.99940718
 JK1074
 JK1074:                Primary Azimuth Mark                     Grid Az
 JK1074:SPC CO S     -  10E                                      322 52 27.7
 JK1074:UTM  13      -  10E                                      323 10 33.8
 JK1074
 JK1074|---------------------------------------------------------------------|
 JK1074| PID    Reference Object                     Distance      Geod. Az  |
 JK1074|                                                           dddmmss.s |
 JK1074| JK1076 10E                                 APPROX. 1.0 KM 3233419.4 |
 JK1074|---------------------------------------------------------------------|
 JK1074
 JK1074                          SUPERSEDED SURVEY CONTROL
 JK1074
 JK1074  NAD 83(1986)-  38 24 19.62681(N)    104 21 45.20920(W) AD(       ) 2
 JK1074  NAD 27      -  38 24 19.63215(N)    104 21 43.32426(W) AD(       ) 2
 JK1074  NGVD 29 (07/19/86) 1491.91   (m)         4894.7    (f) LEVELING    3  
 JK1074
 JK1074.Superseded values are not recommended for survey control.
 JK1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1074.See file dsdata.txt to determine how the superseded data were derived.
 JK1074
 JK1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5565650995(NAD 83)
 JK1074
 JK1074  HISTORY     - Date     Condition        Report By
 JK1074  HISTORY     - UNK      MONUMENTED
 JK1074  HISTORY     - 1975     GOOD             NGS
 JK1074
 JK1074                          STATION DESCRIPTION
 JK1074
 JK1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1074'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1074'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1074'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS IN
 JK1074'OPEN PASTURE LAND, ALONG THE SOUTHWEST LIMB OF THE HIGH SPEED
 JK1074'TRACK, ABOUT 4.4 MILES SOUTHWEST OF THE FEDERAL HEADQUARTERS
 JK1074'BUILDING.
 JK1074'
 JK1074'A STANDARD TRAVERSE STATION MARK DISK, STAMPED 10, SET IN THE TOP OF
 JK1074'A ROUND CONCRETE MONUMENT 5 FEET INTO THE GROUND AND PROJECTING
 JK1074'8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1774 ***********************************************************************
 KK1774  DESIGNATION -  10
 KK1774  PID         -  KK1774
 KK1774  STATE/COUNTY-  CO/JEFFERSON
 KK1774  USGS QUAD   -  GOLDEN (1994)
 KK1774
 KK1774                         *CURRENT SURVEY CONTROL
 KK1774  ___________________________________________________________________
 KK1774* NAD 83(1992)-  39 50 48.60250(N)    105 08 52.26240(W)     ADJUSTED  
 KK1774* NAVD 88     -      1736.4    (meters)    5697.     (feet)  VERTCON   
 KK1774  ___________________________________________________________________
 KK1774  LAPLACE CORR-         -14.45  (seconds)                    DEFLEC99
 KK1774  GEOID HEIGHT-         -16.34  (meters)                     GEOID03
 KK1774
 KK1774  HORZ ORDER  -  SECOND
 KK1774
 KK1774.The horizontal coordinates were established by classical geodetic methods
 KK1774.and adjusted by the National Geodetic Survey in January 1993..
 KK1774
 KK1774.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1774
 KK1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1774
 KK1774.The geoid height was determined by GEOID03.
 KK1774
 KK1774;                    North         East     Units Scale Factor Converg.
 KK1774;SPC CO C     -   528,382.076   944,540.844   MT  1.00002059   +0 13 19.5
 KK1774;SPC CO C     - 1,733,533.53  3,098,881.09   sFT  1.00002059   +0 13 19.5
 KK1774;UTM  13      - 4,410,767.976   487,351.357   MT  0.99960197   -0 05 41.0
 KK1774
 KK1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1774!SPC CO C     -   0.99973022  x   1.00002059  =   0.99975081
 KK1774!UTM  13      -   0.99973022  x   0.99960197  =   0.99933230
 KK1774
 KK1774:                Primary Azimuth Mark                     Grid Az
 KK1774:SPC CO C     -  10 AZ MK                                 003 21 52.6
 KK1774:UTM  13      -  10 AZ MK                                 003 40 53.1
 KK1774
 KK1774|---------------------------------------------------------------------|
 KK1774| PID    Reference Object                     Distance      Geod. Az  |
 KK1774|                                                           dddmmss.s |
 KK1774| CP6112 10 AZ MK                                           0033512.1 |
 KK1774| CP6114 10 RM 2                              13.942 METERS 08659     |
 KK1774| CP6113 10 RM 1                              11.354 METERS 35814     |
 KK1774|---------------------------------------------------------------------|
 KK1774
 KK1774                          SUPERSEDED SURVEY CONTROL
 KK1774
 KK1774  NAD 83(1986)-  39 50 48.59873(N)    105 08 52.25967(W) AD(       ) 2
 KK1774  NAD 27      -  39 50 48.64943(N)    105 08 50.30950(W) AD(       ) 2
 KK1774  NGVD 29 (07/19/86) 1735.4    (m)         5694.     (f) VERT ANG       
 KK1774
 KK1774.Superseded values are not recommended for survey control.
 KK1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1774.See file dsdata.txt to determine how the superseded data were derived.
 KK1774
 KK1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE8735110768(NAD 83)
 KK1774_MARKER: DD = SURVEY DISK
 KK1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1774_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1774
 KK1774  HISTORY     - Date     Condition        Report By
 KK1774  HISTORY     - 1977     MONUMENTED       CO-059
 KK1774
 KK1774                          STATION DESCRIPTION
 KK1774
 KK1774'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1774'THE STATION IS LOCATED ABOUT 200 FEET NORTH OF THE D+R G W
 KK1774'RAILROAD TRACKS, 100 FEET NORTH OF WEST 80TH AVENUE AND ALONG
 KK1774'THE WEST RIGHT-OF-WAY FENCE OF ALKIRE STREET IN THE SOUTHEAST
 KK1774'1/4 OF SECTION 30, T 2 S, R 69 W.
 KK1774'
 KK1774'TO REACH THE STATION FROM THE ARVADA CITY HALL, GO NORTH ON
 KK1774'CARR STREET TO WEST 80TH AVENUE.  TURN LEFT, AND GO WEST 2
 KK1774'MILES TO SIMMS STREET.  TURN RIGHT AND GO NORTH ON SIMMS STREET
 KK1774'TWO BLOCKS TO WEST 82ND AVENUE.  TURN LEFT AND GO WEST 1
 KK1774'MILE TO THE POINT WHERE 82ND AVENUE MAKES A SHARP CURVE TO THE
 KK1774'RIGHT AND BECOMES ALKIRE STREET.  THE STATION IS ALONG THE WEST
 KK1774'RIGHT-OF-WAY FENCE OF ALKIRE STREET ABOUT 100 FEET NORTH OF THE
 KK1774'SHARP CURVE.
 KK1774'
 KK1774'TO REACH THE AZIMUTH MARK, GO NORTH ON ALKIRE STREET 0.1 MILE
 KK1774'TO THE BRICK HOUSE ON THE EAST SIDE AND THE EAST RIGHT-OF-WAY
 KK1774'FENCE.
 KK1774'
 KK1774'THE STATION MARK, STAMPED---10 JCMD 1977---, IS A 3-INCH BRONZE
 KK1774'DISK SET IN CONCRETE FLUSH WITH THE SURFACE LEVEL, 24.5 FEET
 KK1774'WEST OF THE CENTER OF ALKIRE STREET, 51 FEET WEST-NORTHWEST OF
 KK1774'A TELEPHONE POLE AND 40 FEET SOUTH OF THE SOUTHERN-MOST TREE OF
 KK1774'4 SMALL TREES.
 KK1774'
 KK1774'REFERENCE MARK 1, STAMPED---10 JCMD RM 1 1977---, IS A 3-INCH
 KK1774'BRONZE DISK SET IN CONCRETE FLUSH WITH THE SURFACE LEVEL, 26
 KK1774'FEET WEST OF THE CENTER OF PAVEMENT, 74.5 FEET NORTHWEST OF A
 KK1774'TELEPHONE POLE AND 6 FEET WEST SOUTHWEST OF THE SOUTHERN-
 KK1774'MOST TREE OF 4 SMALL TREES.
 KK1774'
 KK1774'REFERENCE MARK 2, STAMPED---10 JCMD RM 2 1977---, IS A 3-INCH
 KK1774'BRONZE DISK SET IN CONCRETE FLUSH WITH SURFACE LEVEL, 21 FEET
 KK1774'EAST OF THE CENTER OF PAVEMENT 22.5 FEET NORTH OF A TELEPHONE
 KK1774'POLE AND 55 FEET SOUTHEAST OF THE SOUTHERN-MOST OF 4 SMALL
 KK1774'TREES.
 KK1774'
 KK1774'THE AZIMUTH MARK, STAMPED---10 JCMD AZM 1977---, IS A 3-INCH
 KK1774'BRONZE DISK SET IN CONCRETE FLUSH WITH SURFACE LEVEL, 23 FEET
 KK1774'EAST OF THE CENTER OF ALKIRE STREET, 0.5 FOOT SOUTH OF A
 KK1774'TELEPHONE POLE AND 76 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 KK1774'OF A BRICK HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5502 ***********************************************************************
 DF5502  DESIGNATION -  10
 DF5502  PID         -  DF5502
 DF5502  STATE/COUNTY-  CO/CLEAR CREEK
 DF5502  USGS QUAD   -  LOVELAND PASS (1987)
 DF5502
 DF5502                         *CURRENT SURVEY CONTROL
 DF5502  ___________________________________________________________________
 DF5502* NAD 83(1986)-  39 40 45.     (N)    105 54 50.     (W)     SCALED    
 DF5502* NAVD 88     -      3375.294  (meters)   11073.78   (feet)  ADJUSTED  
 DF5502  ___________________________________________________________________
 DF5502  GEOID HEIGHT-         -12.42  (meters)                     GEOID03
 DF5502  DYNAMIC HT  -        3370.458 (meters)   11057.91  (feet)  COMP
 DF5502  MODELED GRAV-     979,072.0   (mgal)                       NAVD 88
 DF5502
 DF5502  VERT ORDER  -  FIRST     CLASS II
 DF5502
 DF5502.The horizontal coordinates were scaled from a topographic map and have
 DF5502.an estimated accuracy of +/- 6 seconds.
 DF5502
 DF5502.The orthometric height was determined by differential leveling
 DF5502.and adjusted by the National Geodetic Survey in November 2003..
 DF5502
 DF5502.The geoid height was determined by GEOID03.
 DF5502
 DF5502.The dynamic height is computed by dividing the NAVD 88
 DF5502.geopotential number by the normal gravity value computed on the
 DF5502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5502.degrees latitude (g = 980.6199 gals.).
 DF5502
 DF5502.The modeled gravity was interpolated from observed gravity values.
 DF5502
 DF5502;                    North         East    Units  Estimated Accuracy
 DF5502;SPC CO C     -   509,790.      878,890.      MT  (+/- 180 meters Scaled)
 DF5502
 DF5502                          SUPERSEDED SURVEY CONTROL
 DF5502
 DF5502.No superseded survey control is available for this station.
 DF5502
 DF5502_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD216925(NAD 83)
 DF5502_MARKER: DB = BENCH MARK DISK
 DF5502_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DF5502_SP_SET: TUNNEL WALKWAY
 DF5502_STAMPING: 10
 DF5502_MARK LOGO: CODH  
 DF5502_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5502+STABILITY: SURFACE MOTION
 DF5502_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5502+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2004
 DF5502
 DF5502  HISTORY     - Date     Condition        Report By
 DF5502  HISTORY     - 20010918 MONUMENTED       CODH
 DF5502  HISTORY     - 20040804 GOOD             NGS
 DF5502
 DF5502                          STATION DESCRIPTION
 DF5502
 DF5502'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 2001 (RSC)
 DF5502'THE STATION IS LOCATED IN THE NORTH BORE OF THE EISENHOWER MEMORIAL
 DF5502'TUNNEL.
 DF5502'OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY.
 DF5502' 
 DF5502'THIS STATION IS NOT TO BE USED BY THE SURVEYING PUBLIC AS IT IS INSIDE
 DF5502'OF THE EISENHOWER
 DF5502'MEMORIAL TUNNEL ON THE WALK WAY. PERMISSION MUST FIRST BE REQUESTED
 DF5502'FROM THE TUNNEL
 DF5502'ENGINEER.
 DF5502' 
 DF5502'THE MARK IS A BRASS CDOH DISK SET INTO THE CENTER OF THE CONCRETE
 DF5502'WALKWAY ON THE
 DF5502'SOUTHSIDE OF THE NORTH BORE OF THE TUNNEL AT THE BREAK IN THE RAILING
 DF5502'AND FLUSH WITH
 DF5502'THE CEMENT.
 DF5502' 
 DF5502' 
 DF5502' 
 DF5502'
 DF5502
 DF5502                          STATION RECOVERY (2004)
 DF5502
 DF5502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 DF5502'THIS IS 11TH OF 33 EVENLY SPACED SURVEY DISKS FROM EAST END ON SOUTH
 DF5502'WALKWAY OF NORTH (WEST-BOUND) BORE AT EVERY FIFTH GAP IN HAND-RAILING
 DF5502'(NUMBERED ON WALL FROM WEST END).  THEY ARE NUMBERED 1 TO 32 WITH AN
 DF5502'UNNUMBERED DISK BETWEEN 9 AND 10.
 DF5502'THIS STATION IS BETWEEN SECTIONS 110 AND 109 AND IS NEAR SMALL WALL
 DF5502'TILE 0724.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0463 ***********************************************************************
 HJ0463  DESIGNATION -  10 CFD
 HJ0463  PID         -  HJ0463
 HJ0463  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0463  USGS QUAD   -  PAINTED CANYON (1984)
 HJ0463
 HJ0463                         *CURRENT SURVEY CONTROL
 HJ0463  ___________________________________________________________________
 HJ0463* NAD 83(1986)-  37 22 21.     (N)    103 54 04.     (W)     SCALED    
 HJ0463* NAVD 88     -      1562.693  (meters)    5126.94   (feet)  ADJUSTED  
 HJ0463  ___________________________________________________________________
 HJ0463  GEOID HEIGHT-         -20.15  (meters)                     GEOID03
 HJ0463  DYNAMIC HT  -        1560.944 (meters)    5121.20  (feet)  COMP
 HJ0463  MODELED GRAV-     979,456.2   (mgal)                       NAVD 88
 HJ0463
 HJ0463  VERT ORDER  -  THIRD
 HJ0463
 HJ0463.The horizontal coordinates were scaled from a topographic map and have
 HJ0463.an estimated accuracy of +/- 6 seconds.
 HJ0463
 HJ0463.The orthometric height was determined by differential leveling
 HJ0463.and adjusted by the National Geodetic Survey in August 1995..
 HJ0463
 HJ0463.The geoid height was determined by GEOID03.
 HJ0463
 HJ0463.The dynamic height is computed by dividing the NAVD 88
 HJ0463.geopotential number by the normal gravity value computed on the
 HJ0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0463.degrees latitude (g = 980.6199 gals.).
 HJ0463
 HJ0463.The modeled gravity was interpolated from observed gravity values.
 HJ0463
 HJ0463;                    North         East    Units  Estimated Accuracy
 HJ0463;SPC CO S     -   384,350.    1,056,010.      MT  (+/- 180 meters Scaled)
 HJ0463
 HJ0463                          SUPERSEDED SURVEY CONTROL
 HJ0463
 HJ0463.No superseded survey control is available for this station.
 HJ0463
 HJ0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB972367(NAD 83)
 HJ0463_MARKER: DB = BENCH MARK DISK
 HJ0463_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HJ0463+WITH SETTING: INFORMATION.
 HJ0463_SP_SET: METAL ROD DRIVEN INTO GROUND
 HJ0463_STAMPING: 10 CFD 1970
 HJ0463_MARK LOGO: USGS  
 HJ0463_MAGNETIC: I = MARKER IS A STEEL ROD
 HJ0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HJ0463
 HJ0463  HISTORY     - Date     Condition        Report By
 HJ0463  HISTORY     - 1970     MONUMENTED       USGS
 HJ0463
 HJ0463                          STATION DESCRIPTION
 HJ0463
 HJ0463'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HJ0463'FROM THE JUNCTION OF COLORADO STATE HIGHWAY 389 AND U.S. HIGHWAY
 HJ0463'160, PROCEED 1.8 MILE (2.9 KM) EAST ALONG U.S. HIGHWAY 160 TO A
 HJ0463'CROSSROAD INTERSECTION, THENCE PROCEED 16.2 MILES (26.1 KM) NORTHWEST
 HJ0463'ALONG A COUNTY ROAD KNOWN AS PIPELINE ROAD, AT AN OLD ABANDONED GAS
 HJ0463'PLANT, 90 FEET (27.4 M) NORTH AND 45 FEET (13.7 M) WEST OF THE
 HJ0463'CENTERLINE OF A STEEL CATTLEGUARD, 17.6 MILES (28.3 KM) SOUTHEAST OF
 HJ0463'HOUGHTON ALONG THE COUNTY ROAD KNOWN AS PIPELINE ROAD, AND SET ON A
 HJ0463'COPPER-COATED ROD DRIVEN 8 FEET (2.4 M) INTO THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0006 ***********************************************************************
 LN0006  DESIGNATION -  10 DHW
 LN0006  PID         -  LN0006
 LN0006  STATE/COUNTY-  CO/MOFFAT
 LN0006  USGS QUAD   -  LIMESTONE HILL (1973)
 LN0006
 LN0006                         *CURRENT SURVEY CONTROL
 LN0006  ___________________________________________________________________
 LN0006* NAD 83(1986)-  40 34 47.     (N)    108 30 29.     (W)     SCALED    
 LN0006* NAVD 88     -      1857.174  (meters)    6093.08   (feet)  ADJUSTED  
 LN0006  ___________________________________________________________________
 LN0006  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 LN0006  DYNAMIC HT  -        1855.419 (meters)    6087.32  (feet)  COMP
 LN0006  MODELED GRAV-     979,614.5   (mgal)                       NAVD 88
 LN0006
 LN0006  VERT ORDER  -  SECOND    CLASS 0
 LN0006
 LN0006.The horizontal coordinates were scaled from a topographic map and have
 LN0006.an estimated accuracy of +/- 6 seconds.
 LN0006
 LN0006.The orthometric height was determined by differential leveling
 LN0006.and adjusted by the National Geodetic Survey in June 1991..
 LN0006
 LN0006.The geoid height was determined by GEOID03.
 LN0006
 LN0006.The dynamic height is computed by dividing the NAVD 88
 LN0006.geopotential number by the normal gravity value computed on the
 LN0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0006.degrees latitude (g = 980.6199 gals.).
 LN0006
 LN0006.The modeled gravity was interpolated from observed gravity values.
 LN0006
 LN0006;                    North         East    Units  Estimated Accuracy
 LN0006;SPC CO N     -   447,510.      659,770.      MT  (+/- 180 meters Scaled)
 LN0006
 LN0006                          SUPERSEDED SURVEY CONTROL
 LN0006
 LN0006  NGVD 29 (??/??/92) 1855.857  (m)         6088.76   (f) ADJ UNCH    2 0
 LN0006
 LN0006.Superseded values are not recommended for survey control.
 LN0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0006.See file dsdata.txt to determine how the superseded data were derived.
 LN0006
 LN0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK109950(NAD 83)
 LN0006_MARKER: DD = SURVEY DISK
 LN0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0006_STAMPING: 10 DHW 6088 1955
 LN0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0006+STABILITY: SURFACE MOTION
 LN0006
 LN0006  HISTORY     - Date     Condition        Report By
 LN0006  HISTORY     - 1955     MONUMENTED       USGS
 LN0006  HISTORY     - 1962     GOOD             NGS
 LN0006
 LN0006                          STATION DESCRIPTION
 LN0006
 LN0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 LN0006'11.9 MI SE FROM GREYSTONE.
 LN0006'11.9 MILES SOUTHEAST ALONG COUNTY ROAD 10 FROM THE STORE AND POST
 LN0006'OFFICE AT GREYSTONE, 261 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 31
 LN0006'FEET SOUTH OF THE CENTER LINE OF AN ABANDONED ROAD, 12.8 FEET SOUTH OF
 LN0006'A FENCE, 27 FEET SOUTHEAST OF A FENCE CORNER POST, 6.0 FEET SOUTH OF A
 LN0006'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 LN0006'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0562 ***********************************************************************
 KJ0562  DESIGNATION -  10 GDD
 KJ0562  PID         -  KJ0562
 KJ0562  STATE/COUNTY-  CO/LINCOLN
 KJ0562  USGS QUAD   -  ELBA SW (1977)
 KJ0562
 KJ0562                         *CURRENT SURVEY CONTROL
 KJ0562  ___________________________________________________________________
 KJ0562* NAD 83(1986)-  39 51 26.     (N)    103 13 11.     (W)     SCALED    
 KJ0562* NAVD 88     -      1469.543  (meters)    4821.33   (feet)  ADJUSTED  
 KJ0562  ___________________________________________________________________
 KJ0562  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 KJ0562  DYNAMIC HT  -        1468.260 (meters)    4817.12  (feet)  COMP
 KJ0562  MODELED GRAV-     979,701.3   (mgal)                       NAVD 88
 KJ0562
 KJ0562  VERT ORDER  -  THIRD
 KJ0562
 KJ0562.The horizontal coordinates were scaled from a topographic map and have
 KJ0562.an estimated accuracy of +/- 6 seconds.
 KJ0562
 KJ0562.The orthometric height was determined by differential leveling
 KJ0562.and adjusted by the National Geodetic Survey in June 1991..
 KJ0562
 KJ0562.The geoid height was determined by GEOID03.
 KJ0562
 KJ0562.The dynamic height is computed by dividing the NAVD 88
 KJ0562.geopotential number by the normal gravity value computed on the
 KJ0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0562.degrees latitude (g = 980.6199 gals.).
 KJ0562
 KJ0562.The modeled gravity was interpolated from observed gravity values.
 KJ0562
 KJ0562;                    North         East    Units  Estimated Accuracy
 KJ0562;SPC CO C     -   531,930.    1,109,510.      MT  (+/- 180 meters Scaled)
 KJ0562
 KJ0562                          SUPERSEDED SURVEY CONTROL
 KJ0562
 KJ0562.No superseded survey control is available for this station.
 KJ0562
 KJ0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFE522134(NAD 83)
 KJ0562_MARKER: DB = BENCH MARK DISK
 KJ0562_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KJ0562_SP_SET: COPPER-CLAD STEEL ROD
 KJ0562_STAMPING: GDD 10 1972
 KJ0562_MARK LOGO: USGS  
 KJ0562_PROJECTION: FLUSH
 KJ0562_MAGNETIC: I = MARKER IS A STEEL ROD
 KJ0562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KJ0562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0562+SATELLITE: SATELLITE OBSERVATIONS - 1972
 KJ0562_ROD/PIPE-DEPTH: 19.8 meters
 KJ0562
 KJ0562  HISTORY     - Date     Condition        Report By
 KJ0562  HISTORY     - 1972     MONUMENTED       USGS
 KJ0562
 KJ0562                          STATION DESCRIPTION
 KJ0562
 KJ0562'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KJ0562'FROM THE U.S. POST OFFICE AT ANTON, COLORADO, PROCEED 7.7 MILES NORTH
 KJ0562'ALONG STATE HIGHWAY 63 TO A CROSSROAD, 51 FEET WEST AND 56 FEET NORTH
 KJ0562'OF THE CROSSROAD INTERSECTION, 2 FEET SOUTHEAST OF AN IRON WITNESS
 KJ0562'POST, LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0641 ***********************************************************************
 LM0641  DESIGNATION -  10 LEA
 LM0641  PID         -  LM0641
 LM0641  STATE/COUNTY-  CO/ROUTT
 LM0641  USGS QUAD   -  BEARS EARS PEAKS (1973)
 LM0641
 LM0641                         *CURRENT SURVEY CONTROL
 LM0641  ___________________________________________________________________
 LM0641* NAD 83(1992)-  40 50 47.85135(N)    107 09 04.40821(W)     ADJUSTED  
 LM0641* NAVD 88     -      2516.3    (meters)    8256.     (feet)  VERTCON   
 LM0641  ___________________________________________________________________
 LM0641  LAPLACE CORR-           8.63  (seconds)                    DEFLEC99
 LM0641  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 LM0641
 LM0641  HORZ ORDER  -  THIRD
 LM0641  VERT ORDER  -  THIRD ? (See Below)
 LM0641
 LM0641.The horizontal coordinates were established by classical geodetic methods
 LM0641.and adjusted by the National Geodetic Survey in January 1997..
 LM0641
 LM0641.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0641.The vertical order pertains to the NGVD 29 superseded value.
 LM0641
 LM0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0641
 LM0641.The geoid height was determined by GEOID03.
 LM0641
 LM0641;                    North         East     Units Scale Factor Converg.
 LM0641;SPC CO N     -   474,125.780   775,160.739   MT  1.00001088   -1 04 00.9
 LM0641;SPC CO N     - 1,555,527.66  2,543,173.19   sFT  1.00001088   -1 04 00.9
 LM0641;UTM  13      - 4,523,958.423   318,653.745   MT  1.00000479   -1 24 26.5
 LM0641
 LM0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0641!SPC CO N     -   0.99960740  x   1.00001088  =   0.99961828
 LM0641!UTM  13      -   0.99960740  x   1.00000479  =   0.99961219
 LM0641
 LM0641:                Primary Azimuth Mark                     Grid Az
 LM0641:SPC CO N     -  COLUMBUS                                 318 23 32.0
 LM0641:UTM  13      -  COLUMBUS                                 318 43 57.6
 LM0641
 LM0641|---------------------------------------------------------------------|
 LM0641| PID    Reference Object                     Distance      Geod. Az  |
 LM0641|                                                           dddmmss.s |
 LM0641| LM0644 COLUMBUS                            APPROX. 4.9 KM 3171931.1 |
 LM0641|---------------------------------------------------------------------|
 LM0641
 LM0641                          SUPERSEDED SURVEY CONTROL
 LM0641
 LM0641  NAD 83(1992)-  40 50 47.85070(N)    107 09 04.40796(W) AD(       ) 3
 LM0641  NAD 83(1986)-  40 50 47.84946(N)    107 09 04.40432(W) AD(       ) 3
 LM0641  NAD 27      -  40 50 47.96115(N)    107 09 02.20349(W) AD(       ) 3
 LM0641  NGVD 29 (07/19/86) 2514.9    (m)         8251.     (f) LEVELING    3  
 LM0641
 LM0641.Superseded values are not recommended for survey control.
 LM0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0641.See file dsdata.txt to determine how the superseded data were derived.
 LM0641
 LM0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF1865423958(NAD 83)
 LM0641_MARKER: DD = SURVEY DISK
 LM0641_SETTING: 0 = UNSPECIFIED SETTING
 LM0641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0641
 LM0641  HISTORY     - Date     Condition        Report By
 LM0641  HISTORY     - 1959     MONUMENTED       USGS
 LM0641
 LM0641                          STATION DESCRIPTION
 LM0641
 LM0641'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LM0641'TO REACH, THREE FORKS RANCH MAIL BOX, 0.3 MI. (AIRLINE) W. OF ALONG
 LM0641'STATE HIGHWAY 129 TO RD. FORKS, THENCE S. 14.5 MI. (AIRLINE) ALONG
 LM0641'ROUTT COUNTY ROAD NO. 80, 5.9 MI. (AIRLINE) N. OF CALIFORNIA PARK
 LM0641'GUARD STATION, AT A RD. JUNCTION WITH COUNTY RD. NO. 82, 30 FT.
 LM0641'S. AND 1.0 FT. HIGHER THAN RD. FORKS.
 LM0641'
 LM0641'STATION MARK--STANDARD USGS TABLET IN CONCRETE POST, STAMPED
 LM0641'---LEA -10-1959---, PROJECTING 6 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1387 ***********************************************************************
 JK1387  DESIGNATION -  10 RHM
 JK1387  PID         -  JK1387
 JK1387  STATE/COUNTY-  CO/PUEBLO
 JK1387  USGS QUAD   -  OWL CANYON (1994)
 JK1387
 JK1387                         *CURRENT SURVEY CONTROL
 JK1387  ___________________________________________________________________
 JK1387* NAD 83(1992)-  38 09 53.58975(N)    104 56 35.41558(W)     ADJUSTED  
 JK1387* NAVD 88     -      1826.9    (meters)    5994.     (feet)  GPS OBS   
 JK1387  ___________________________________________________________________
 JK1387  X           -  -1,295,122.519 (meters)                     COMP
 JK1387  Y           -  -4,852,710.640 (meters)                     COMP
 JK1387  Z           -   3,920,968.030 (meters)                     COMP
 JK1387  LAPLACE CORR-         -14.15  (seconds)                    DEFLEC99
 JK1387  ELLIP HEIGHT-        1809.44  (meters)          (12/03/02) GPS OBS
 JK1387  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 JK1387
 JK1387  HORZ ORDER  -  FIRST
 JK1387  ELLP ORDER  -  FOURTH    CLASS II
 JK1387
 JK1387.The horizontal coordinates were established by GPS observations
 JK1387.and adjusted by the National Geodetic Survey in August 1994..
 JK1387
 JK1387.The orthometric height was determined by GPS observations and a
 JK1387.high-resolution geoid model.
 JK1387
 JK1387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1387
 JK1387.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1387
 JK1387.The ellipsoidal height was determined by GPS observations
 JK1387.and is referenced to NAD 83.
 JK1387
 JK1387.The geoid height was determined by GEOID03.
 JK1387
 JK1387;                    North         East     Units Scale Factor Converg.
 JK1387;SPC CO S     -   471,226.645   963,197.640   MT  0.99996201   +0 20 29.6
 JK1387;SPC CO S     - 1,546,016.08  3,160,090.92   sFT  0.99996201   +0 20 29.6
 JK1387;UTM  13      - 4,224,111.252   504,978.243   MT  0.99960031   +0 02 06.4
 JK1387
 JK1387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1387!SPC CO S     -   0.99971616  x   0.99996201  =   0.99967818
 JK1387!UTM  13      -   0.99971616  x   0.99960031  =   0.99931658
 JK1387
 JK1387                          SUPERSEDED SURVEY CONTROL
 JK1387
 JK1387  ELLIP H (08/30/94) 1809.45   (m)                       GP(       ) 4 1
 JK1387
 JK1387.Superseded values are not recommended for survey control.
 JK1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1387.See file dsdata.txt to determine how the superseded data were derived.
 JK1387
 JK1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC0497824111(NAD 83)
 JK1387_MARKER: DB = BENCH MARK DISK
 JK1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1387_SP_SET: CONCRETE POST
 JK1387_STAMPING: 5990 10 RHM 1961
 JK1387_MARK LOGO: USGS  
 JK1387_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK1387+STABILITY: SURFACE MOTION
 JK1387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1387+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1993
 JK1387
 JK1387  HISTORY     - Date     Condition        Report By
 JK1387  HISTORY     - 1961     MONUMENTED       USGS
 JK1387  HISTORY     - 19930618 GOOD
 JK1387
 JK1387                          STATION DESCRIPTION
 JK1387
 JK1387'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 JK1387'STATION IS LOCATED ABOUT 19 MI (30.6 KM) SOUTHWEST OF PUEBLO AND 9 MI
 JK1387'(14.5 KM) SOUTHEAST OF WETMORE IN SEC 1, T 22 S, R 68 W OF THE 6TH
 JK1387'PM.
 JK1387'TO REACH THE STATION FROM THE JUNCTION OF S.H.78 AND SILOAM ROAD, GO
 JK1387'NORTH ON SILOAM ROAD 3.8 MI (6.1 KM) TO A FORK, TAKE LEFT FORK AND
 JK1387'CONTINUE NORTH ALONG SILOAM ROAD FOR 0.4 MI (0.6 KM) TO ANOTHER FORK,
 JK1387'TAKE RIGHT FORK AND CONTINUE NORTH ALONG SILOAM ROAD 1.6 MI (2.6 KM)
 JK1387'TO THE STATION ON THE RIGHT.
 JK1387'OR FROM THE JUNCTION OF S.H.96 AND SILOAM ROAD, GO SOUTH ALONG SILOAM
 JK1387'ROAD 7 MI (11.3 KM) TO THE INTERSECTION OF RED CREEK ROAD AND SILOAM
 JK1387'ROAD, TURN RIGHT AND CONTINUE SOUTH ALONG SILOAM ROAD 1.5 MI
 JK1387'(2.4 KM) TO THE STATION ON THE LEFT.
 JK1387'STATION MARK IS A USGS BRASS BENCH MARK DISK SET IN A SQUARE CONCRETE
 JK1387'POST PROJECTING 4 INCHES ABOVE THE GROUND, 58 FT (17.7 M) EAST OF THE
 JK1387'CENTERLINE OF SILOAM ROAD, 2 FT (0.6 M) BELOW THE SURFACE OF THE
 JK1387'ROAD, 5 FT (1.5 M) WEST OF A FENCE CORNER, 25 FT (7.6 M) NORTHEAST OF
 JK1387'A BARBED WIRE GATE AND 2 FT (0.6 M) WEST OF A WITNESS POST.
 JK1387
 JK1387                          STATION RECOVERY (1993)
 JK1387
 JK1387'RECOVERED 1993
 JK1387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1831 ***********************************************************************
 KK1831  DESIGNATION -  100
 KK1831  PID         -  KK1831
 KK1831  STATE/COUNTY-  CO/JEFFERSON
 KK1831  USGS QUAD   -  LITTLETON (1994)
 KK1831
 KK1831                         *CURRENT SURVEY CONTROL
 KK1831  ___________________________________________________________________
 KK1831* NAD 83(1992)-  39 32 16.71682(N)    105 07 22.70072(W)     ADJUSTED  
 KK1831* NAVD 88     -      1996.8    (meters)    6551.     (feet)  VERTCON   
 KK1831  ___________________________________________________________________
 KK1831  LAPLACE CORR-         -18.83  (seconds)                    DEFLEC99
 KK1831  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 KK1831
 KK1831  HORZ ORDER  -  SECOND
 KK1831
 KK1831.The horizontal coordinates were established by classical geodetic methods
 KK1831.and adjusted by the National Geodetic Survey in January 1993..
 KK1831
 KK1831.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1831
 KK1831.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1831
 KK1831.The geoid height was determined by GEOID03.
 KK1831
 KK1831;                    North         East     Units Scale Factor Converg.
 KK1831;SPC CO C     -   494,099.233   946,812.375   MT  0.99996493   +0 14 16.0
 KK1831;SPC CO C     - 1,621,057.23  3,106,333.60   sFT  0.99996493   +0 14 16.0
 KK1831;UTM  13      - 4,376,486.440   489,432.707   MT  0.99960137   -0 04 41.8
 KK1831
 KK1831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1831!SPC CO C     -   0.99968931  x   0.99996493  =   0.99965425
 KK1831!UTM  13      -   0.99968931  x   0.99960137  =   0.99929080
 KK1831
 KK1831|---------------------------------------------------------------------|
 KK1831| PID    Reference Object                     Distance      Geod. Az  |
 KK1831|                                                           dddmmss.s |
 KK1831| CP6116 100 RM 2                             12.919 METERS 15438     |
 KK1831| KK1838 WARREN PK                           APPROX. 4.4 KM 2135909.1 |
 KK1831| CP6115 100 RM 1                              3.495 METERS 35641     |
 KK1831|---------------------------------------------------------------------|
 KK1831
 KK1831                          SUPERSEDED SURVEY CONTROL
 KK1831
 KK1831  NAD 83(1986)-  39 32 16.71384(N)    105 07 22.69998(W) AD(       ) 2
 KK1831  NAD 27      -  39 32 16.75690(N)    105 07 20.74639(W) AD(       ) 2
 KK1831  NGVD 29 (07/19/86) 1995.8    (m)         6548.     (f) VERT ANG       
 KK1831
 KK1831.Superseded values are not recommended for survey control.
 KK1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1831.See file dsdata.txt to determine how the superseded data were derived.
 KK1831
 KK1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8943376486(NAD 83)
 KK1831_MARKER: DD = SURVEY DISK
 KK1831_SETTING: 66 = SET IN ROCK OUTCROP
 KK1831
 KK1831  HISTORY     - Date     Condition        Report By
 KK1831  HISTORY     - 1977     MONUMENTED       CO-059
 KK1831
 KK1831                          STATION DESCRIPTION
 KK1831
 KK1831'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1831'THE STATION IS LOCATED 1-1/2 MILES WEST OF STATE HIGHWAY 75,
 KK1831'1 MILE SOUTH OF DEER CREEK CANYON ROAD IN THE SOUTHWEST 1/4 OF
 KK1831'SECTION 9, T 6 S, R 69 W.
 KK1831'
 KK1831'TO REACH THE STATION FROM THE ARAPAHOE COUNTY COURTHOUSE IN
 KK1831'LITTLETON, GO SOUTH ON STATE HIGHWAY 75 FOR 6.5 MILES TO ITS
 KK1831'JUNCTION WITH DEER CREEK CANYON ROAD.  TURN LEFT AND GO WEST
 KK1831'1.2 MILES TO THE HILDEBRAND RANCH ON THE LEFT, TO GAIN
 KK1831'PERMISSION.  CONTINUE WEST ON DEER CREEK CANYON ROAD FOR 1 MILE
 KK1831'TO AN AREA BETWEEN TWO NORTH-SOUTH HOGBACK RIDGES.  BEGIN THE
 KK1831'ONE HOUR PACK BETWEEN THE RIDGES AND ONTO THE EASTERN MOST
 KK1831'HOGBACK AT ITS HIGHEST POINT ABOUT 1 MILE SOUTH OF THE ROAD.
 KK1831'
 KK1831'THE STATION MARK, STAMPED---100 JCMD 1977---, IS A 3-INCH
 KK1831'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP AT
 KK1831'THE HIGHEST POINT OF THE NARROW HOGBACK RIDGE TOP.
 KK1831'
 KK1831'REFERENCE MARK 1, STAMPED---100 JCMD RM 1 1977---, IS A 3-INCH
 KK1831'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP
 KK1831'11-1/2 FEET NORTH OF THE HIGHEST POINT.
 KK1831'
 KK1831'REFERENCE MARK 2, STAMPED---100 JCMD RM 2 1977---, IS A 3-INCH
 KK1831'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP 42
 KK1831'FEET SOUTH OF THE HIGHEST POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0070 ***********************************************************************
 HL0070  DESIGNATION -  10007
 HL0070  PID         -  HL0070
 HL0070  STATE/COUNTY-  CO/CONEJOS
 HL0070  USGS QUAD   -  CUMBRES (1967)
 HL0070
 HL0070                         *CURRENT SURVEY CONTROL
 HL0070  ___________________________________________________________________
 HL0070* NAD 83(1986)-  37 01 08.     (N)    106 26 59.     (W)     SCALED    
 HL0070* NAVD 88     -      3051.683  (meters)   10012.06   (feet)  POSTED    
 HL0070  ___________________________________________________________________
 HL0070  GEOID HEIGHT-         -15.83  (meters)                     GEOID03
 HL0070  DYNAMIC HT  -        3047.200 (meters)    9997.36  (feet)  COMP
 HL0070  MODELED GRAV-     979,051.1   (mgal)                       NAVD 88
 HL0070
 HL0070  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HL0070
 HL0070.The horizontal coordinates were scaled from a topographic map and have
 HL0070.an estimated accuracy of +/- 6 seconds.
 HL0070
 HL0070.The orthometric height was determined by differential leveling
 HL0070.and adjusted by the National Geodetic Survey in 1992..
 HL0070.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HL0070.rate of 1.1 thru 2.0 mm/km.
 HL0070
 HL0070.The geoid height was determined by GEOID03.
 HL0070
 HL0070.The dynamic height is computed by dividing the NAVD 88
 HL0070.geopotential number by the normal gravity value computed on the
 HL0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0070.degrees latitude (g = 980.6199 gals.).
 HL0070
 HL0070.The modeled gravity was interpolated from observed gravity values.
 HL0070
 HL0070;                    North         East    Units  Estimated Accuracy
 HL0070;SPC CO S     -   344,320.      829,880.      MT  (+/- 180 meters Scaled)
 HL0070
 HL0070                          SUPERSEDED SURVEY CONTROL
 HL0070
 HL0070  NGVD 29 (??/??/92) 3050.053  (m)        10006.72   (f) ADJ UNCH    1 2
 HL0070
 HL0070.Superseded values are not recommended for survey control.
 HL0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0070.See file dsdata.txt to determine how the superseded data were derived.
 HL0070
 HL0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA710979(NAD 83)
 HL0070_MARKER: DD = SURVEY DISK
 HL0070_SETTING: 80 = SET IN A BOULDER
 HL0070_SP_SET: BOULDER
 HL0070_STAMPING: 10,007 1920
 HL0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0070+STABILITY: SURFACE MOTION
 HL0070
 HL0070  HISTORY     - Date     Condition        Report By
 HL0070  HISTORY     - 1920     MONUMENTED       USGS
 HL0070
 HL0070                          STATION DESCRIPTION
 HL0070
 HL0070'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 HL0070'IN CUMBRES.
 HL0070'AT CUMBRES, CONEJOS COUNTY, 600 FEET WEST OF THE DENVER AND RIO GRANDE
 HL0070'WESTERN RAILROAD STATION, HALFWAY BETWEEN TWO SECTION HOUSES, 80 FEET
 HL0070'SOUTHWEST OF THE WATER TOWER, 30 FEET SOUTH OF THE TRACK, AND IN THE
 HL0070'TOP OF A LARGE BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HL0070'DISK, STAMPED 10,007 1920.  NOTE-- DISK IS BADLY MUTILATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0150 ***********************************************************************
 HL0150  DESIGNATION -  10052 OURAY
 HL0150  PID         -  HL0150
 HL0150  STATE/COUNTY-  CO/HINSDALE
 HL0150  USGS QUAD   -  HERMIT LAKES (1986)
 HL0150
 HL0150                         *CURRENT SURVEY CONTROL
 HL0150  ___________________________________________________________________
 HL0150* NAD 83(1986)-  37 50 53.     (N)    107 09 07.     (W)     SCALED    
 HL0150* NAVD 88     -      3064.187  (meters)   10053.09   (feet)  ADJUSTED  
 HL0150  ___________________________________________________________________
 HL0150  GEOID HEIGHT-         -15.28  (meters)                     GEOID03
 HL0150  DYNAMIC HT  -        3059.672 (meters)   10038.27  (feet)  COMP
 HL0150  MODELED GRAV-     979,044.9   (mgal)                       NAVD 88
 HL0150
 HL0150  VERT ORDER  -  SECOND    CLASS 0
 HL0150
 HL0150.The horizontal coordinates were scaled from a topographic map and have
 HL0150.an estimated accuracy of +/- 6 seconds.
 HL0150
 HL0150.The orthometric height was determined by differential leveling
 HL0150.and adjusted by the National Geodetic Survey in June 1991..
 HL0150
 HL0150.The geoid height was determined by GEOID03.
 HL0150
 HL0150.The dynamic height is computed by dividing the NAVD 88
 HL0150.geopotential number by the normal gravity value computed on the
 HL0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0150.degrees latitude (g = 980.6199 gals.).
 HL0150
 HL0150.The modeled gravity was interpolated from observed gravity values.
 HL0150
 HL0150;                    North         East    Units  Estimated Accuracy
 HL0150;SPC CO S     -   437,200.      769,020.      MT  (+/- 180 meters Scaled)
 HL0150
 HL0150                          SUPERSEDED SURVEY CONTROL
 HL0150
 HL0150  NGVD 29 (??/??/92) 3062.315  (m)        10046.95   (f) ADJ UNCH    2 0
 HL0150
 HL0150.Superseded values are not recommended for survey control.
 HL0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0150.See file dsdata.txt to determine how the superseded data were derived.
 HL0150
 HL0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB106911(NAD 83)
 HL0150_MARKER: P = PIPE CAP
 HL0150_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HL0150_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HL0150_STAMPING: 10,052 OURAY
 HL0150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0150
 HL0150  HISTORY     - Date     Condition        Report By
 HL0150  HISTORY     - UNK      MONUMENTED       USGS
 HL0150  HISTORY     - 1934     GOOD             NGS
 HL0150
 HL0150                          STATION DESCRIPTION
 HL0150
 HL0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HL0150'26.4 MI SW FROM CREEDE.
 HL0150'IN HINSDALE COUNTY, 26.4 MILES SOUTHWEST ALONG STATE HIGHWAY 149 FROM
 HL0150'THE DENVER AND RIO GRANDE WESTERN RAILROAD STATION AT CREEDE, MINERAL
 HL0150'COUNTY, 400 FEET NORTHWEST OF THE JUNCTION WITH THE ROAD LEADING TO
 HL0150'NORTH CLEAR CREEK FALLS, 58 FEET SOUTHEAST OF A POLE, 76 FEET
 HL0150'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 21 FEET SOUTHEAST OF A
 HL0150'WAGON ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 HL0150'10,052 OURAY AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0279 ***********************************************************************
 HL0279  DESIGNATION -  10087.3
 HL0279  PID         -  HL0279
 HL0279  STATE/COUNTY-  CO/SAN JUAN
 HL0279  USGS QUAD   -  SILVERTON (1955)
 HL0279
 HL0279                         *CURRENT SURVEY CONTROL
 HL0279  ___________________________________________________________________
 HL0279* NAD 83(1986)-  37 50 51.     (N)    107 43 28.     (W)     SCALED    
 HL0279* NAVD 88     -      3075.69   (+/-2cm)   10090.8    (feet)  VERTCON   
 HL0279  ___________________________________________________________________
 HL0279  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 HL0279
 HL0279  VERT ORDER  -  ? (See Below)
 HL0279
 HL0279.The horizontal coordinates were scaled from a topographic map and have
 HL0279.an estimated accuracy of +/- 6 seconds.
 HL0279
 HL0279.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0279.The vertical order pertains to the NGVD 29 superseded value.
 HL0279
 HL0279.The geoid height was determined by GEOID03.
 HL0279
 HL0279;                    North         East    Units  Estimated Accuracy
 HL0279;SPC CO S     -   438,190.      718,650.      MT  (+/- 180 meters Scaled)
 HL0279
 HL0279                          SUPERSEDED SURVEY CONTROL
 HL0279
 HL0279  NGVD 29 (??/??/92) 3073.948  (m)        10085.11   (f) ADJ UNCH    ?  
 HL0279
 HL0279.Superseded values are not recommended for survey control.
 HL0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0279.See file dsdata.txt to determine how the superseded data were derived.
 HL0279
 HL0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB602923(NAD 83)
 HL0279_MARKER: Q = CHISELED SQUARE
 HL0279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HL0279_SP_SET: CULVERT
 HL0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0279
 HL0279  HISTORY     - Date     Condition        Report By
 HL0279  HISTORY     - UNK      MONUMENTED       USGS
 HL0279  HISTORY     - 1928     GOOD             NGS
 HL0279  HISTORY     - 1985     MARK NOT FOUND   NGS
 HL0279
 HL0279                          STATION DESCRIPTION
 HL0279
 HL0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 HL0279'5.9 MI NW FROM SILVERTON.
 HL0279'ON EAST EDGE OF HIGHWAY, 1340 FEET NORTH OF FORKS OF OPHIR PASS TRAIL,
 HL0279'IN TOP OF STONE CULVERT.  CULVERT MARKED U.S. 10087.3 B. M.
 HL0279
 HL0279                          STATION RECOVERY (1985)
 HL0279
 HL0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HL0279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0189 ***********************************************************************
 KL0189  DESIGNATION -  10153 RESET
 KL0189  PID         -  KL0189
 KL0189  STATE/COUNTY-  CO/LAKE
 KL0189  USGS QUAD   -  LEADVILLE NORTH (1994)
 KL0189
 KL0189                         *CURRENT SURVEY CONTROL
 KL0189  ___________________________________________________________________
 KL0189* NAD 83(1986)-  39 15 00.     (N)    106 17 31.     (W)     SCALED    
 KL0189* NAVD 88     -      3096.19   (+/-2cm)   10158.1    (feet)  VERTCON   
 KL0189  ___________________________________________________________________
 KL0189  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 KL0189
 KL0189  VERT ORDER  -  ? (See Below)
 KL0189
 KL0189.The horizontal coordinates were scaled from a topographic map and have
 KL0189.an estimated accuracy of +/- 6 seconds.
 KL0189
 KL0189.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0189.The vertical order pertains to the NGVD 29 superseded value.
 KL0189
 KL0189.The geoid height was determined by GEOID03.
 KL0189
 KL0189;                    North         East    Units  Estimated Accuracy
 KL0189;SPC CO C     -   462,360.      846,050.      MT  (+/- 180 meters Scaled)
 KL0189
 KL0189                          SUPERSEDED SURVEY CONTROL
 KL0189
 KL0189  NGVD 29 (??/??/92) 3094.357  (m)        10152.07   (f) ADJ UNCH    ?  
 KL0189
 KL0189.Superseded values are not recommended for survey control.
 KL0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0189.See file dsdata.txt to determine how the superseded data were derived.
 KL0189
 KL0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD885453(NAD 83)
 KL0189_MARKER: DD = SURVEY DISK
 KL0189_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KL0189_SP_SET: BUILDING WALL
 KL0189_STAMPING: LEADVILLE RESET 1974
 KL0189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0189
 KL0189  HISTORY     - Date     Condition        Report By
 KL0189  HISTORY     - 1974     MONUMENTED       USGS
 KL0189  HISTORY     - 1974     GOOD             USGS
 KL0189
 KL0189                          STATION DESCRIPTION
 KL0189
 KL0189'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 KL0189'IN LEADVILLE.
 KL0189'AT LEADVILLE, AT THE INTERSECTION OF HARRISON STREET AND EAST 8TH
 KL0189'STREET, AT THE SOUTHEAST CORNER OF THE POST OFFICE, 60 FEET NORTHEAST
 KL0189'OF THE CENTERLINE OF HARRISON STREET, 37.9 FEET NORTHWEST OF THE
 KL0189'CENTERLINE OF EAST 8TH STREET, 38.6 FEET SOUTHEAST OF THE CENTER OF
 KL0189'THE MAIN ENTRANCE TO THE POST OFFICE, 1.4 FEET NORTHWEST OF THE
 KL0189'SOUTHEAST CORNER OF THE POST OFFICE SET VERTICALLY IN THE NORTHEAST
 KL0189'WALL OF THE POST OFFICE, 3 FEET ABOVE THE SIDEWALK.  NOTE-- AT
 KL0189'LEADVILLE, AT THE SOUTHWEST CORNER OF THE FRONT FACE OF THE POST
 KL0189'OFFICE (NOW CITY HALL).  ALUMINUM TABLET STAMPED LEADVILLE RESET 1974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0288 ***********************************************************************
 KL0288  DESIGNATION -  10186.64
 KL0288  PID         -  KL0288
 KL0288  STATE/COUNTY-  CO/PITKIN
 KL0288  USGS QUAD   -  THIMBLE ROCK (1987)
 KL0288
 KL0288                         *CURRENT SURVEY CONTROL
 KL0288  ___________________________________________________________________
 KL0288* NAD 83(1986)-  39 07 32.     (N)    106 39 32.     (W)     SCALED    
 KL0288* NAVD 88     -      3106.614  (meters)   10192.28   (feet)  ADJUSTED  
 KL0288  ___________________________________________________________________
 KL0288  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 KL0288  DYNAMIC HT  -        3102.241 (meters)   10177.94  (feet)  COMP
 KL0288  MODELED GRAV-     979,107.7   (mgal)                       NAVD 88
 KL0288
 KL0288  VERT ORDER  -  SECOND    CLASS 0
 KL0288
 KL0288.The horizontal coordinates were scaled from a topographic map and have
 KL0288.an estimated accuracy of +/- 6 seconds.
 KL0288
 KL0288.The orthometric height was determined by differential leveling
 KL0288.and adjusted by the National Geodetic Survey in June 1991..
 KL0288
 KL0288.The geoid height was determined by GEOID03.
 KL0288
 KL0288.The dynamic height is computed by dividing the NAVD 88
 KL0288.geopotential number by the normal gravity value computed on the
 KL0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0288.degrees latitude (g = 980.6199 gals.).
 KL0288
 KL0288.The modeled gravity was interpolated from observed gravity values.
 KL0288
 KL0288;                    North         East    Units  Estimated Accuracy
 KL0288;SPC CO C     -   448,890.      814,200.      MT  (+/- 180 meters Scaled)
 KL0288
 KL0288                          SUPERSEDED SURVEY CONTROL
 KL0288
 KL0288  NGVD 29 (??/??/92) 3104.617  (m)        10185.73   (f) ADJ UNCH    2 0
 KL0288
 KL0288.Superseded values are not recommended for survey control.
 KL0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0288.See file dsdata.txt to determine how the superseded data were derived.
 KL0288
 KL0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD566320(NAD 83)
 KL0288_MARKER: DD = SURVEY DISK
 KL0288_SETTING: 80 = SET IN A BOULDER
 KL0288_SP_SET: BOULDER
 KL0288_STAMPING: 10186.64
 KL0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0288+STABILITY: SURFACE MOTION
 KL0288
 KL0288  HISTORY     - Date     Condition        Report By
 KL0288  HISTORY     - UNK      MONUMENTED       BPR
 KL0288  HISTORY     - 1934     GOOD             NGS
 KL0288  HISTORY     - 1959     MARK NOT FOUND   USGS
 KL0288  HISTORY     - 19950817 MARK NOT FOUND   USPSQD
 KL0288
 KL0288                          STATION DESCRIPTION
 KL0288
 KL0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KL0288'7.5 MI W FROM INDEPENDENCE PASS.
 KL0288'IN PITKIN COUNTY, 7.5 MILES WEST ALONG STATE HIGHWAY 82 FROM BENCH
 KL0288'MARK E 159 AT INDEPENDENCE PASS, LAKE COUNTY, 1.7 MILES WEST OF THE
 KL0288'LOST MAN RANGER STATION, 100 FEET EAST OF THE WEST END OF A FLAT
 KL0288'GRADE, 14 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF
 KL0288'THE WEST SIDE OF A 10-FOOT GRANITE BOULDER, AND LEVEL WITH THE
 KL0288'HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 KL0288'STAMPED 10186.64.
 KL0288
 KL0288                          STATION RECOVERY (1959)
 KL0288
 KL0288'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KL0288'MARK NOT FOUND.
 KL0288
 KL0288                          STATION RECOVERY (1995)
 KL0288
 KL0288'RECOVERY NOTE BY US POWER SQUADRON 1995
 KL0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0344 ***********************************************************************
 JK0344  DESIGNATION -  10201 CC
 JK0344  PID         -  JK0344
 JK0344  STATE/COUNTY-  CO/TELLER
 JK0344  USGS QUAD   -  BIG BULL MOUNTAIN (1994)
 JK0344
 JK0344                         *CURRENT SURVEY CONTROL
 JK0344  ___________________________________________________________________
 JK0344* NAD 83(1986)-  38 43 50.     (N)    105 07 09.     (W)     SCALED    
 JK0344* NAVD 88     -      3110.445  (meters)   10204.85   (feet)  ADJUSTED  
 JK0344  ___________________________________________________________________
 JK0344  GEOID HEIGHT-         -14.87  (meters)                     GEOID03
 JK0344  DYNAMIC HT  -        3106.418 (meters)   10191.64  (feet)  COMP
 JK0344  MODELED GRAV-     979,218.4   (mgal)                       NAVD 88
 JK0344
 JK0344  VERT ORDER  -  SECOND    CLASS 0
 JK0344
 JK0344.The horizontal coordinates were scaled from a topographic map and have
 JK0344.an estimated accuracy of +/- 6 seconds.
 JK0344
 JK0344.The orthometric height was determined by differential leveling
 JK0344.and adjusted by the National Geodetic Survey in June 1991..
 JK0344
 JK0344.The geoid height was determined by GEOID03.
 JK0344
 JK0344.The dynamic height is computed by dividing the NAVD 88
 JK0344.geopotential number by the normal gravity value computed on the
 JK0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0344.degrees latitude (g = 980.6199 gals.).
 JK0344
 JK0344.The modeled gravity was interpolated from observed gravity values.
 JK0344
 JK0344;                    North         East    Units  Estimated Accuracy
 JK0344;SPC CO C     -   404,470.      947,520.      MT  (+/- 180 meters Scaled)
 JK0344
 JK0344                          SUPERSEDED SURVEY CONTROL
 JK0344
 JK0344  NGVD 29 (??/??/92) 3108.976  (m)        10200.03   (f) ADJ UNCH    2 0
 JK0344
 JK0344.Superseded values are not recommended for survey control.
 JK0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0344.See file dsdata.txt to determine how the superseded data were derived.
 JK0344
 JK0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC896868(NAD 83)
 JK0344_MARKER: P = PIPE CAP
 JK0344_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JK0344_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JK0344_STAMPING: 10201 CC
 JK0344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK0344
 JK0344  HISTORY     - Date     Condition        Report By
 JK0344  HISTORY     - UNK      MONUMENTED       CGS
 JK0344  HISTORY     - 1952     GOOD             NGS
 JK0344
 JK0344                          STATION DESCRIPTION
 JK0344
 JK0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JK0344'1.8 MI N FROM VICTOR.
 JK0344'0.3 MILE NORTH ALONG STATE HIGHWAY 67 FROM THE GRADE SCHOOL AT
 JK0344'VICTOR, THENCE 1.5 MILES NORTH ALONG STATE HIGHWAY 268, 212 FEET
 JK0344'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 47 FEET SOUTHWEST OF
 JK0344'THE CENTER LINE OF A NORTH AND SOUTH GRAVELED ROAD, 25 FEET NORTHEAST
 JK0344'OF THE CENTER LINE OF AN OLD RAILROAD GRADE, 2 FEET NORTHWEST OF A
 JK0344'WITNESS POST, 5 FEET ABOVE THE LEVEL OF THE OLD RAILROAD GRADE,
 JK0344'RIVETED ON THE TOP OF AN IRON PIPE WHICH PROJECTS 0.3 FOOT ABOVE THE
 JK0344'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0195 ***********************************************************************
 LK0195  DESIGNATION -  102.39
 LK0195  PID         -  LK0195
 LK0195  STATE/COUNTY-  CO/LOGAN
 LK0195  USGS QUAD   -  PADRONI (1952)
 LK0195
 LK0195                         *CURRENT SURVEY CONTROL
 LK0195  ___________________________________________________________________
 LK0195* NAD 83(1986)-  40 48 13.     (N)    103 10 12.     (W)     SCALED    
 LK0195* NAVD 88     -      1232.824  (meters)    4044.69   (feet)  ADJUSTED  
 LK0195  ___________________________________________________________________
 LK0195  GEOID HEIGHT-         -19.63  (meters)                     GEOID03
 LK0195  DYNAMIC HT  -        1231.932 (meters)    4041.76  (feet)  COMP
 LK0195  MODELED GRAV-     979,857.9   (mgal)                       NAVD 88
 LK0195
 LK0195  VERT ORDER  -  FIRST     CLASS II
 LK0195
 LK0195.The horizontal coordinates were scaled from a topographic map and have
 LK0195.an estimated accuracy of +/- 6 seconds.
 LK0195
 LK0195.The orthometric height was determined by differential leveling
 LK0195.and adjusted by the National Geodetic Survey in June 1991..
 LK0195
 LK0195.The geoid height was determined by GEOID03.
 LK0195
 LK0195.The dynamic height is computed by dividing the NAVD 88
 LK0195.geopotential number by the normal gravity value computed on the
 LK0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0195.degrees latitude (g = 980.6199 gals.).
 LK0195
 LK0195.The modeled gravity was interpolated from observed gravity values.
 LK0195
 LK0195;                    North         East    Units  Estimated Accuracy
 LK0195;SPC CO N     -   470,640.    1,111,000.      MT  (+/- 180 meters Scaled)
 LK0195
 LK0195                          SUPERSEDED SURVEY CONTROL
 LK0195
 LK0195  NGVD 29 (??/??/92) 1232.257  (m)         4042.83   (f) ADJ UNCH    1 2
 LK0195
 LK0195.Superseded values are not recommended for survey control.
 LK0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0195.See file dsdata.txt to determine how the superseded data were derived.
 LK0195
 LK0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF543185(NAD 83)
 LK0195_MARKER: R = RIVET
 LK0195_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LK0195_SP_SET: BRIDGE ABUTMENT
 LK0195_MARK LOGO: NONE  
 LK0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0195+STABILITY: SURFACE MOTION
 LK0195
 LK0195  HISTORY     - Date     Condition        Report By
 LK0195  HISTORY     - UNK      MONUMENTED       CGS
 LK0195  HISTORY     - 1933     GOOD             NGS
 LK0195  HISTORY     - 1934     GOOD             NGS
 LK0195  HISTORY     - 1985     GOOD             NGS
 LK0195
 LK0195                          STATION DESCRIPTION
 LK0195
 LK0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LK0195'1.6 MI N FROM PADRONI.
 LK0195'1.61 MILES NORTH OF PADRONI BY RAIL.  THIS IS A MONEL METAL RIVET
 LK0195'SET AS A SUPPLEMENTARY BENCHMARK FOR THE C.B. AND Q. RAILROAD, AND
 LK0195'IS SET IN THE WEST END OF THE NORTH ABUTMENT OF C.B. AND Q. RAILROAD
 LK0195'BRIDGE 102.39, A 5 SPAN CONCRETE DECK GIRDER BRIDGE.
 LK0195
 LK0195                          STATION RECOVERY (1934)
 LK0195
 LK0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 LK0195'RECOVERED IN GOOD CONDITION.
 LK0195
 LK0195                          STATION RECOVERY (1985)
 LK0195
 LK0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LK0195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0270 ***********************************************************************
 HL0270  DESIGNATION -  10275.7
 HL0270  PID         -  HL0270
 HL0270  STATE/COUNTY-  CO/OURAY
 HL0270  USGS QUAD   -  IRONTON (1972)
 HL0270
 HL0270                         *CURRENT SURVEY CONTROL
 HL0270  ___________________________________________________________________
 HL0270* NAD 83(1986)-  37 55 17.     (N)    107 41 51.     (W)     SCALED    
 HL0270* NAVD 88     -      3133.278  (meters)   10279.76   (feet)  POSTED    
 HL0270  ___________________________________________________________________
 HL0270  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 HL0270  DYNAMIC HT  -        3128.670 (meters)   10264.64  (feet)  COMP
 HL0270  MODELED GRAV-     979,044.1   (mgal)                       NAVD 88
 HL0270
 HL0270  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HL0270
 HL0270.The horizontal coordinates were scaled from a topographic map and have
 HL0270.an estimated accuracy of +/- 6 seconds.
 HL0270
 HL0270.The orthometric height was determined by differential leveling
 HL0270.and adjusted by the National Geodetic Survey in 1992..
 HL0270.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HL0270.rate of 0.0 thru 1.0 mm/km.
 HL0270
 HL0270.The geoid height was determined by GEOID03.
 HL0270
 HL0270.The dynamic height is computed by dividing the NAVD 88
 HL0270.geopotential number by the normal gravity value computed on the
 HL0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0270.degrees latitude (g = 980.6199 gals.).
 HL0270
 HL0270.The modeled gravity was interpolated from observed gravity values.
 HL0270
 HL0270;                    North         East    Units  Estimated Accuracy
 HL0270;SPC CO S     -   446,330.      721,210.      MT  (+/- 180 meters Scaled)
 HL0270
 HL0270                          SUPERSEDED SURVEY CONTROL
 HL0270
 HL0270  NGVD 29 (??/??/92) 3131.506  (m)        10273.95   (f) ADJ UNCH    1 2
 HL0270
 HL0270.Superseded values are not recommended for survey control.
 HL0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0270.See file dsdata.txt to determine how the superseded data were derived.
 HL0270
 HL0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC628005(NAD 83)
 HL0270_MARKER: Q = CHISELED SQUARE
 HL0270_SETTING: 80 = SET IN A BOULDER
 HL0270_SP_SET: BOULDER
 HL0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0270+STABILITY: SURFACE MOTION
 HL0270
 HL0270  HISTORY     - Date     Condition        Report By
 HL0270  HISTORY     - UNK      MONUMENTED       USGS
 HL0270  HISTORY     - 1928     GOOD             NGS
 HL0270  HISTORY     - 1985     MARK NOT FOUND   NGS
 HL0270
 HL0270                          STATION DESCRIPTION
 HL0270
 HL0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 HL0270'1.7 MI S FROM IRONTON.
 HL0270'IN SOUTHWEST CORNER OF FORKS IN ROAD AT SWITCHBACK, ON TOP OF BOULDER
 HL0270'BELOW THE ROAD, BOULDER MARKED U.S. 10275.7 B.M.
 HL0270
 HL0270                          STATION RECOVERY (1985)
 HL0270
 HL0270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HL0270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1972 ***********************************************************************
 KK1972  DESIGNATION -  103
 KK1972  PID         -  KK1972
 KK1972  STATE/COUNTY-  CO/JEFFERSON
 KK1972  USGS QUAD   -  PINE (1994)
 KK1972
 KK1972                         *CURRENT SURVEY CONTROL
 KK1972  ___________________________________________________________________
 KK1972* NAD 83(1992)-  39 27 40.17080(N)    105 18 47.58705(W)     ADJUSTED  
 KK1972* NAVD 88     -      2686.3    (meters)    8813.     (feet)  VERTCON   
 KK1972  ___________________________________________________________________
 KK1972  LAPLACE CORR-         -12.07  (seconds)                    DEFLEC99
 KK1972  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 KK1972
 KK1972  HORZ ORDER  -  SECOND
 KK1972
 KK1972.The horizontal coordinates were established by classical geodetic methods
 KK1972.and adjusted by the National Geodetic Survey in January 1993..
 KK1972
 KK1972.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1972
 KK1972.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1972
 KK1972.The geoid height was determined by GEOID03.
 KK1972
 KK1972;                    North         East     Units Scale Factor Converg.
 KK1972;SPC CO C     -   485,520.084   930,475.747   MT  0.99995562   +0 07 04.1
 KK1972;SPC CO C     - 1,592,910.48  3,052,735.85   sFT  0.99995562   +0 07 04.1
 KK1972;UTM  13      - 4,368,000.684   473,054.762   MT  0.99960894   -0 11 56.6
 KK1972
 KK1972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1972!SPC CO C     -   0.99958096  x   0.99995562  =   0.99953659
 KK1972!UTM  13      -   0.99958096  x   0.99960894  =   0.99919006
 KK1972
 KK1972|---------------------------------------------------------------------|
 KK1972| PID    Reference Object                     Distance      Geod. Az  |
 KK1972|                                                           dddmmss.s |
 KK1972| CP6117 103 RM 1                             10.413 METERS 06100     |
 KK1972| CP6118 103 RM 2                              4.377 METERS 15428     |
 KK1972| KK1971 BANNER                              APPROX. 4.9 KM 1621244.9 |
 KK1972|---------------------------------------------------------------------|
 KK1972
 KK1972                          SUPERSEDED SURVEY CONTROL
 KK1972
 KK1972  NAD 83(1986)-  39 27 40.16719(N)    105 18 47.58869(W) AD(       ) 2
 KK1972  NAD 27      -  39 27 40.20634(N)    105 18 45.61150(W) AD(       ) 2
 KK1972  NGVD 29 (07/19/86) 2685.1    (m)         8809.     (f) VERT ANG       
 KK1972
 KK1972.Superseded values are not recommended for survey control.
 KK1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1972.See file dsdata.txt to determine how the superseded data were derived.
 KK1972
 KK1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7305568001(NAD 83)
 KK1972_MARKER: DD = SURVEY DISK
 KK1972_SETTING: 66 = SET IN ROCK OUTCROP
 KK1972
 KK1972  HISTORY     - Date     Condition        Report By
 KK1972  HISTORY     - 1977     MONUMENTED       CO-059
 KK1972
 KK1972                          STATION DESCRIPTION
 KK1972
 KK1972'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1972'THE STATION IS LOCATED 3 MILES SOUTH OF THE CONIFER POST OFFICE
 KK1972'NEAR THE NORTHWEST CORNER OF SECTION 11, T 7 S, R 71 W.  THE
 KK1972'PROPERTY IS OWNED BY FOURSQUARE GOSPEL FELLOWSHIP, REV. GENE
 KK1972'APPLEGATE, 2241 SOUTH HOLLY, DENVER, COLORADO, TELEPHONE NUMBER
 KK1972'303-759-9919.
 KK1972'
 KK1972'TO REACH THE STATION FROM THE CONIFER POST OFFICE, GO 0.7 MILE
 KK1972'WEST ON U.S. HIGHWAY 285 TO THE ENTRANCE TO A SIDE ROAD ACROSS
 KK1972'FROM THE ELK CREEK FIRE STATION.  TURN LEFT ONTO RICHMOND HILL
 KK1972'ROAD AND GO SOUTH FOR 0.3 MILE TO A TRIPLE FORK IN THE ROAD.
 KK1972'BEAR TO THE RIGHT OF THE THREE FORKS ONTO WAMBLEE VALLEY ROAD
 KK1972'AND CONTINUE SOUTH FOR 2 MILES.  TURN LEFT ONTO WAMBLEE TRAIL
 KK1972'AND GO SOUTHEAST FOR 0.2 MILE.  AGAIN TURN LEFT ONTO PINTO
 KK1972'LANE AND GO 0.7 MILE TO THE ROSE HOME WHERE PERMISSION CAN BE
 KK1972'OBTAINED TO GO 0.3 MILE SOUTHEAST ACROSS THEIR PROPERTY ON A
 KK1972'4-WHEEL DRIVE TRAIL.  AT THE HIGHEST POINT ON THIS TRAIL,
 KK1972'BEGIN THE TEN MINUTE PACK TO THE NORTHEAST AND THE WESTERN
 KK1972'MOST OF TWO HIGHEST ROCK OUTCROPS ABOUT 100 YARDS APART.
 KK1972'
 KK1972'THE STATION MARK, STAMPED---103 JCMD 1977---, IS A 3-INCH
 KK1972'BRONZE DISK CEMENTED INTO A DRILL HOLE IN THE HIGHEST AND
 KK1972'WESTERNMOST OF THREE BEDROCK OUTCROPS, LESS THAN 164 FEET
 KK1972'APART ALONG AN EAST-WEST RIDGE, 7.2 FEET EAST-NORTHEAST OF A
 KK1972'3-INCH SPRUCE TREE, AND 28 FEET EAST-SOUTHEAST OF A 20-INCH
 KK1972'PINE TREE.
 KK1972'
 KK1972'REFERENCE MARK 1, STAMPED---103 JCMD RM 1 1977---, IS A 3-INCH
 KK1972'BRONZE DISK CEMENTED INTO A DRILL HOLE IN THE TOP OF A
 KK1972'3-FOOT DIAMETER BY 1.2-FOOT HIGH GRANITE DOME, 3.3 FEET SOUTH
 KK1972'OF AN 18-INCH SPRUCE TREE, AND 7 FEET NORTHWEST OF A 24-INCH
 KK1972'PINE TREE.
 KK1972'
 KK1972'REFERENCE MARK 2, STAMPED---103 JCMD RM 2 1977---, IS A 3-INCH
 KK1972'BRONZE DISK CEMENTED INTO A DRILL HOLE IN THE BEDROCK OUTCROP,
 KK1972'2 FEET LOWER THAN THE STATION IN A 10-FOOT DIAMETER GRANITE
 KK1972'DOME OF THE SAME OUTCROP AS THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1023 ***********************************************************************
 KK1023  DESIGNATION -  10352.85
 KK1023  PID         -  KK1023
 KK1023  STATE/COUNTY-  CO/CLEAR CREEK
 KK1023  USGS QUAD   -  BERTHOUD PASS (1957)
 KK1023
 KK1023                         *CURRENT SURVEY CONTROL
 KK1023  ___________________________________________________________________
 KK1023* NAD 83(1986)-  39 46 56.     (N)    105 47 18.     (W)     SCALED    
 KK1023* NAVD 88     -      3157.244  (meters)   10358.39   (feet)  ADJUSTED  
 KK1023  ___________________________________________________________________
 KK1023  GEOID HEIGHT-         -12.32  (meters)                     GEOID03
 KK1023  DYNAMIC HT  -        3153.223 (meters)   10345.20  (feet)  COMP
 KK1023  MODELED GRAV-     979,237.3   (mgal)                       NAVD 88
 KK1023
 KK1023  VERT ORDER  -  SECOND    CLASS 0
 KK1023
 KK1023.The horizontal coordinates were scaled from a topographic map and have
 KK1023.an estimated accuracy of +/- 6 seconds.
 KK1023
 KK1023.The orthometric height was determined by differential leveling
 KK1023.and adjusted by the National Geodetic Survey in June 1991..
 KK1023
 KK1023.The geoid height was determined by GEOID03.
 KK1023
 KK1023.The dynamic height is computed by dividing the NAVD 88
 KK1023.geopotential number by the normal gravity value computed on the
 KK1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1023.degrees latitude (g = 980.6199 gals.).
 KK1023
 KK1023.The modeled gravity was interpolated from observed gravity values.
 KK1023
 KK1023;                    North         East    Units  Estimated Accuracy
 KK1023;SPC CO C     -   521,190.      889,700.      MT  (+/- 180 meters Scaled)
 KK1023
 KK1023                          SUPERSEDED SURVEY CONTROL
 KK1023
 KK1023  NGVD 29 (??/??/92) 3155.52   (m)        10352.7    (f) COMPUTED    2 0
 KK1023
 KK1023.Superseded values are not recommended for survey control.
 KK1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1023.See file dsdata.txt to determine how the superseded data were derived.
 KK1023
 KK1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE324038(NAD 83)
 KK1023_MARKER: DD = SURVEY DISK
 KK1023_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK1023_SP_SET: CULVERT
 KK1023_STAMPING: 10352.85
 KK1023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1023
 KK1023  HISTORY     - Date     Condition        Report By
 KK1023  HISTORY     - UNK      MONUMENTED       BPR
 KK1023  HISTORY     - 1954     MARK NOT FOUND   NGS
 KK1023
 KK1023                          STATION DESCRIPTION
 KK1023
 KK1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1023'9.3 MI W FROM EMPIRE.
 KK1023'9.3 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE PUBLIC SCHOOL AT
 KK1023'EMPIRE, CLEAR CREEK COUNTY, 4.0 MILES SOUTHEAST OF THE SUMMIT OF
 KK1023'BERTHOUD PASS, AT THE DRAIN FROM A SMALL WATERFALL, AT A MASONRY
 KK1023'CULVERT, IN THE TOP OF THE HEADWALL, 5 FEET SOUTHEAST OF THE
 KK1023'NORTHWEST END, AND 15 FEET NORTHEAST OF THE CENTERLINE OF THE
 KK1023'HIGHWAY. A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 KK1023'STAMPED 10352.85.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1007 ***********************************************************************
 KK1007  DESIGNATION -  10436.47
 KK1007  PID         -  KK1007
 KK1007  STATE/COUNTY-  CO/GRAND
 KK1007  USGS QUAD   -  BERTHOUD PASS (1957)
 KK1007
 KK1007                         *CURRENT SURVEY CONTROL
 KK1007  ___________________________________________________________________
 KK1007* NAD 83(1986)-  39 49 40.     (N)    105 46 04.     (W)     SCALED    
 KK1007* NAVD 88     -      3183.422  (meters)   10444.28   (feet)  ADJUSTED  
 KK1007  ___________________________________________________________________
 KK1007  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 KK1007  DYNAMIC HT  -        3179.367 (meters)   10430.97  (feet)  COMP
 KK1007  MODELED GRAV-     979,235.8   (mgal)                       NAVD 88
 KK1007
 KK1007  VERT ORDER  -  FIRST     CLASS II
 KK1007
 KK1007.The horizontal coordinates were scaled from a topographic map and have
 KK1007.an estimated accuracy of +/- 6 seconds.
 KK1007
 KK1007.The orthometric height was determined by differential leveling
 KK1007.and adjusted by the National Geodetic Survey in June 1991..
 KK1007
 KK1007.The geoid height was determined by GEOID03.
 KK1007
 KK1007.The dynamic height is computed by dividing the NAVD 88
 KK1007.geopotential number by the normal gravity value computed on the
 KK1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1007.degrees latitude (g = 980.6199 gals.).
 KK1007
 KK1007.The modeled gravity was interpolated from observed gravity values.
 KK1007
 KK1007;                    North         East    Units  Estimated Accuracy
 KK1007;SPC CO N     -   359,730.      891,480.      MT  (+/- 180 meters Scaled)
 KK1007
 KK1007                          SUPERSEDED SURVEY CONTROL
 KK1007
 KK1007  NGVD 29 (??/??/92) 3181.681  (m)        10438.57   (f) ADJ UNCH    1 2
 KK1007
 KK1007.Superseded values are not recommended for survey control.
 KK1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1007.See file dsdata.txt to determine how the superseded data were derived.
 KK1007
 KK1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE342089(NAD 83)
 KK1007_MARKER: DD = SURVEY DISK
 KK1007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK1007_SP_SET: CULVERT
 KK1007_STAMPING: 10436.47
 KK1007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1007
 KK1007  HISTORY     - Date     Condition        Report By
 KK1007  HISTORY     - UNK      MONUMENTED       BPR
 KK1007  HISTORY     - 1954     GOOD             NGS
 KK1007
 KK1007                          STATION DESCRIPTION
 KK1007
 KK1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1007'7.2 MI S FROM WEST PORTAL.
 KK1007'7.15 MILES SOUTH ALONG U.S. HIGHWAY 40 FROM THE WEST PORTAL OF THE
 KK1007'MOFFAT TUNNEL AT WEST PORTAL, 21 FEET WEST OF THE CENTER LINE OF
 KK1007'THE HIGHWAY, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, SET IN THE
 KK1007'TOP OF THE CENTER OF THE WEST HEADWALL OF A STONE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0228 ***********************************************************************
 KJ0228  DESIGNATION -  1045
 KJ0228  PID         -  KJ0228
 KJ0228  STATE/COUNTY-  CO/ELBERT
 KJ0228  USGS QUAD   -  LIMON (1970)
 KJ0228
 KJ0228                         *CURRENT SURVEY CONTROL
 KJ0228  ___________________________________________________________________
 KJ0228* NAD 83(1986)-  39 16 12.     (N)    103 43 27.     (W)     SCALED    
 KJ0228* NAVD 88     -      1645.652  (meters)    5399.11   (feet)  ADJUSTED  
 KJ0228  ___________________________________________________________________
 KJ0228  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 KJ0228  DYNAMIC HT  -        1644.069 (meters)    5393.92  (feet)  COMP
 KJ0228  MODELED GRAV-     979,606.4   (mgal)                       NAVD 88
 KJ0228
 KJ0228  VERT ORDER  -  FIRST     CLASS II
 KJ0228
 KJ0228.The horizontal coordinates were scaled from a topographic map and have
 KJ0228.an estimated accuracy of +/- 6 seconds.
 KJ0228
 KJ0228.The orthometric height was determined by differential leveling
 KJ0228.and adjusted by the National Geodetic Survey in June 1991..
 KJ0228
 KJ0228.The geoid height was determined by GEOID03.
 KJ0228
 KJ0228.The dynamic height is computed by dividing the NAVD 88
 KJ0228.geopotential number by the normal gravity value computed on the
 KJ0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0228.degrees latitude (g = 980.6199 gals.).
 KJ0228
 KJ0228.The modeled gravity was interpolated from observed gravity values.
 KJ0228
 KJ0228;                    North         East    Units  Estimated Accuracy
 KJ0228;SPC CO C     -   465,780.    1,067,630.      MT  (+/- 180 meters Scaled)
 KJ0228
 KJ0228                          SUPERSEDED SURVEY CONTROL
 KJ0228
 KJ0228  NGVD 29 (??/??/92) 1644.841  (m)         5396.45   (f) ADJ UNCH    1 2
 KJ0228
 KJ0228.Superseded values are not recommended for survey control.
 KJ0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0228.See file dsdata.txt to determine how the superseded data were derived.
 KJ0228
 KJ0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD100475(NAD 83)
 KJ0228_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KJ0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0228_STAMPING: NRH 149 J 1624
 KJ0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0228+STABILITY: SURFACE MOTION
 KJ0228
 KJ0228  HISTORY     - Date     Condition        Report By
 KJ0228  HISTORY     - UNK      MONUMENTED       CODH
 KJ0228  HISTORY     - 1938     GOOD             NGS
 KJ0228
 KJ0228                          STATION DESCRIPTION
 KJ0228
 KJ0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KJ0228'1.9 MI NW FROM LIMON.
 KJ0228'IN ELBERT COUNTY, 1.9 MILES NORTHWEST ALONG THE UNION PACIFIC
 KJ0228'RAILROAD FROM THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION
 KJ0228'AT LIMON, LINCOLN COUNTY, ABOUT 200 FEET NORTH OF THE TRACK, ON U.S.
 KJ0228'HIGHWAY 40, AT A FENCE, AND 18 FEET SOUTH OF A TALL CONCRETE POST
 KJ0228'LETTERED U.S.P.W. PROJ. N.R.H. 149 J 1.  A COLORADO STATE HIGHWAY
 KJ0228'DEPARTMENT RIGHT-OF-WAY MARKER, STAMPED NRH 149 J 1624 AND SET IN
 KJ0228'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0286 ***********************************************************************
 KL0286  DESIGNATION -  10484.15
 KL0286  PID         -  KL0286
 KL0286  STATE/COUNTY-  CO/PITKIN
 KL0286  USGS QUAD   -  NEW YORK PEAK (1987)
 KL0286
 KL0286                         *CURRENT SURVEY CONTROL
 KL0286  ___________________________________________________________________
 KL0286* NAD 83(1986)-  39 07 21.     (N)    106 37 37.     (W)     SCALED    
 KL0286* NAVD 88     -      3197.130  (meters)   10489.25   (feet)  ADJUSTED  
 KL0286  ___________________________________________________________________
 KL0286  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 KL0286  DYNAMIC HT  -        3192.769 (meters)   10474.94  (feet)  COMP
 KL0286  MODELED GRAV-     979,146.6   (mgal)                       NAVD 88
 KL0286
 KL0286  VERT ORDER  -  SECOND    CLASS 0
 KL0286
 KL0286.The horizontal coordinates were scaled from a topographic map and have
 KL0286.an estimated accuracy of +/- 6 seconds.
 KL0286
 KL0286.The orthometric height was determined by differential leveling
 KL0286.and adjusted by the National Geodetic Survey in June 1991..
 KL0286
 KL0286.The geoid height was determined by GEOID03.
 KL0286
 KL0286.The dynamic height is computed by dividing the NAVD 88
 KL0286.geopotential number by the normal gravity value computed on the
 KL0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0286.degrees latitude (g = 980.6199 gals.).
 KL0286
 KL0286.The modeled gravity was interpolated from observed gravity values.
 KL0286
 KL0286;                    North         East    Units  Estimated Accuracy
 KL0286;SPC CO C     -   448,510.      816,960.      MT  (+/- 180 meters Scaled)
 KL0286
 KL0286                          SUPERSEDED SURVEY CONTROL
 KL0286
 KL0286  NGVD 29 (??/??/92) 3195.282  (m)        10483.19   (f) ADJ UNCH    2 0
 KL0286
 KL0286.Superseded values are not recommended for survey control.
 KL0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0286.See file dsdata.txt to determine how the superseded data were derived.
 KL0286
 KL0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD593316(NAD 83)
 KL0286_MARKER: DD = SURVEY DISK
 KL0286_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KL0286_SP_SET: ABUTMENT
 KL0286_STAMPING: 10484.15
 KL0286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0286
 KL0286  HISTORY     - Date     Condition        Report By
 KL0286  HISTORY     - UNK      MONUMENTED       BPR
 KL0286  HISTORY     - 1934     GOOD             NGS
 KL0286  HISTORY     - 19950817 GOOD             USPSQD
 KL0286
 KL0286                          STATION DESCRIPTION
 KL0286
 KL0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KL0286'6.0 MI W FROM INDEPENDENCE PASS.
 KL0286'IN PITKIN COUNTY, 6 MILES WEST ALONG STATE HIGHWAY 82 FROM BENCH MARK
 KL0286'E 159 AT INDEPENDENCE PASS, LAKE COUNTY, 0.16 MILE WEST OF THE LOST
 KL0286'MAN RANGER STATION, AT THE FOOT OF THE LOST MAN LAKE TRAIL, AT THE
 KL0286'CONCRETE BRIDGE OVER LOST MAN CREEK, IN THE TOP OF THE ABUTMENT AT THE
 KL0286'NORTHWEST CORNER, AND 8 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY. A
 KL0286'UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 10484.15.
 KL0286
 KL0286                          STATION RECOVERY (1995)
 KL0286
 KL0286'RECOVERY NOTE BY US POWER SQUADRON 1995
 KL0286'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1843 ***********************************************************************
 KK1843  DESIGNATION -  105
 KK1843  PID         -  KK1843
 KK1843  STATE/COUNTY-  CO/JEFFERSON
 KK1843  USGS QUAD   -  INDIAN HILLS (1994)
 KK1843
 KK1843                         *CURRENT SURVEY CONTROL
 KK1843  ___________________________________________________________________
 KK1843* NAD 83(1992)-  39 31 36.75608(N)    105 13 49.74284(W)     ADJUSTED  
 KK1843* NAVD 88     -      2613.8    (meters)    8575.     (feet)  VERTCON   
 KK1843  ___________________________________________________________________
 KK1843  LAPLACE CORR-         -18.92  (seconds)                    DEFLEC99
 KK1843  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 KK1843
 KK1843  HORZ ORDER  -  SECOND
 KK1843
 KK1843.The horizontal coordinates were established by classical geodetic methods
 KK1843.and adjusted by the National Geodetic Survey in January 1993..
 KK1843
 KK1843.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1843
 KK1843.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1843
 KK1843.The geoid height was determined by GEOID03.
 KK1843
 KK1843;                    North         East     Units Scale Factor Converg.
 KK1843;SPC CO C     -   492,833.987   937,574.000   MT  0.99996348   +0 10 11.9
 KK1843;SPC CO C     - 1,616,906.17  3,076,024.03   sFT  0.99996348   +0 10 11.9
 KK1843;UTM  13      - 4,375,272.665   480,190.827   MT  0.99960483   -0 08 48.1
 KK1843
 KK1843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1843!SPC CO C     -   0.99959241  x   0.99996348  =   0.99955591
 KK1843!UTM  13      -   0.99959241  x   0.99960483  =   0.99919741
 KK1843
 KK1843|---------------------------------------------------------------------|
 KK1843| PID    Reference Object                     Distance      Geod. Az  |
 KK1843|                                                           dddmmss.s |
 KK1843| CP6119 105 RM 1                              6.411 METERS 13407     |
 KK1843| CP6120 105 RM 2                              4.550 METERS 16249     |
 KK1843| KK1969 RILEY PK                            APPROX. 6.4 KM 2223612.6 |
 KK1843|---------------------------------------------------------------------|
 KK1843
 KK1843                          SUPERSEDED SURVEY CONTROL
 KK1843
 KK1843  NAD 83(1986)-  39 31 36.75265(N)    105 13 49.74370(W) AD(       ) 2
 KK1843  NAD 27      -  39 31 36.79585(N)    105 13 47.77817(W) AD(       ) 2
 KK1843  NGVD 29 (07/19/86) 2612.7    (m)         8572.     (f) VERT ANG       
 KK1843
 KK1843.Superseded values are not recommended for survey control.
 KK1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1843.See file dsdata.txt to determine how the superseded data were derived.
 KK1843
 KK1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8019175273(NAD 83)
 KK1843_MARKER: DD = SURVEY DISK
 KK1843_SETTING: 66 = SET IN ROCK OUTCROP
 KK1843
 KK1843  HISTORY     - Date     Condition        Report By
 KK1843  HISTORY     - 1977     MONUMENTED       CO-059
 KK1843
 KK1843                          STATION DESCRIPTION
 KK1843
 KK1843'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1843'THE STATION IS LOCATED 5 MILES SOUTH-SOUTHWEST OF TINY TOWN
 KK1843'NEAR THE CENTER OF THE SOUTHEAST 1/4 OF SECTION 16, T 6 S,
 KK1843'R 70 W, ON A COUNTY ROAD RIGHT-OF-WAY, IN THE HILLDALE PINES
 KK1843'SUBDIVISION.
 KK1843'
 KK1843'TO REACH THE STATION, GO SOUTH ON SOUTH TURKEY CREEK ROAD FROM
 KK1843'TINY TOWN A DISTANCE OF 5.7 MILES TO THE ENTRANCE OF HILLDALE
 KK1843'PINE SUBDIVISION, ON THE LEFT.  GO 1 MILE ON THIS MAIN ROAD,
 KK1843'MARKED (HILLDALE, CHATEAU OR CYPRESS DRIVE,) AT DIFFERENT
 KK1843'POINTS ALONG IT.  TURN RIGHT ONTO CANYON VIEW DRIVE AND GO
 KK1843'SOUTH 1.7 MILES.  AGAIN TURN RIGHT ONTO CITY VIEW DRIVE AND GO
 KK1843'0.7 MILE.  TURN LEFT ONTO HORIZON VIEW CIRCLE AND FOLLOW IT O.2
 KK1843'MILE.  TURN RIGHT ONTO MAXINE COURT AND GO 200 FEET TO THE END
 KK1843'OF A CUL-DE-SAC.  THE STATION MARK AND BOTH REFERENCE MARKS
 KK1843'ARE ATOP THE CLOSEST ROCK PINACLE, LESS THAN 100 FEET TO THE
 KK1843'SOUTHEAST.
 KK1843'
 KK1843'THE STATION MARK, STAMPED---105 JCMD 1977---, IS A 3-INCH
 KK1843'BRONZE DISK CEMENTED INTO A DRILL HOLE IN THE ROCK PINACLE.
 KK1843'
 KK1843'REFERENCE MARK 1, STAMPED---105 JCMD RM 1 1977---, IS A 3-INCH
 KK1843'BRONZE DISK CEMENTED INTO A DRILL HOLE ATOP THE ROCK PINACLE.
 KK1843'
 KK1843'REFERENCE MARK 2, STAMPED---105 JCMD RM 2 1977---, IS A 3-INCH
 KK1843'BRONZE DISK CEMENTED INTO A DRILL ATOP THE ROCK PINACLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0276 ***********************************************************************
 HL0276  DESIGNATION -  10520.2
 HL0276  PID         -  HL0276
 HL0276  STATE/COUNTY-  CO/SAN JUAN
 HL0276  USGS QUAD   -  IRONTON (1972)
 HL0276
 HL0276                         *CURRENT SURVEY CONTROL
 HL0276  ___________________________________________________________________
 HL0276* NAD 83(1986)-  37 52 31.     (N)    107 43 54.     (W)     SCALED    
 HL0276* NAVD 88     -      3207.929  (meters)   10524.68   (feet)  POSTED    
 HL0276  ___________________________________________________________________
 HL0276  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 HL0276  DYNAMIC HT  -        3203.140 (meters)   10508.97  (feet)  COMP
 HL0276  MODELED GRAV-     979,020.5   (mgal)                       NAVD 88
 HL0276
 HL0276  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HL0276
 HL0276.The horizontal coordinates were scaled from a topographic map and have
 HL0276.an estimated accuracy of +/- 6 seconds.
 HL0276
 HL0276.The orthometric height was determined by differential leveling
 HL0276.and adjusted by the National Geodetic Survey in 1992..
 HL0276.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HL0276.rate of 0.0 thru 1.0 mm/km.
 HL0276
 HL0276.The geoid height was determined by GEOID03.
 HL0276
 HL0276.The dynamic height is computed by dividing the NAVD 88
 HL0276.geopotential number by the normal gravity value computed on the
 HL0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0276.degrees latitude (g = 980.6199 gals.).
 HL0276
 HL0276.The modeled gravity was interpolated from observed gravity values.
 HL0276
 HL0276;                    North         East    Units  Estimated Accuracy
 HL0276;SPC CO S     -   441,280.      718,090.      MT  (+/- 180 meters Scaled)
 HL0276
 HL0276                          SUPERSEDED SURVEY CONTROL
 HL0276
 HL0276  NGVD 29 (??/??/92) 3206.123  (m)        10518.76   (f) ADJ UNCH    1 2
 HL0276
 HL0276.Superseded values are not recommended for survey control.
 HL0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0276.See file dsdata.txt to determine how the superseded data were derived.
 HL0276
 HL0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB597954(NAD 83)
 HL0276_MARKER: Q = CHISELED SQUARE
 HL0276_SETTING: 80 = SET IN A BOULDER
 HL0276_SP_SET: BOULDER
 HL0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0276+STABILITY: SURFACE MOTION
 HL0276
 HL0276  HISTORY     - Date     Condition        Report By
 HL0276  HISTORY     - UNK      MONUMENTED       USGS
 HL0276  HISTORY     - 1928     GOOD             NGS
 HL0276  HISTORY     - 1985     MARK NOT FOUND   NGS
 HL0276
 HL0276                          STATION DESCRIPTION
 HL0276
 HL0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 HL0276'8.1 MI NW FROM SILVERTON.
 HL0276'IN NORTHEAST ANGLE OF SWITCH BACK IN HIGHWAY, ON TOP OF BOULDER.
 HL0276'BOULDER MARKED U.S.10520.2 B.M.
 HL0276
 HL0276                          STATION RECOVERY (1985)
 HL0276
 HL0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HL0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0271 ***********************************************************************
 HL0271  DESIGNATION -  10536.0
 HL0271  PID         -  HL0271
 HL0271  STATE/COUNTY-  CO/OURAY
 HL0271  USGS QUAD   -  IRONTON (1972)
 HL0271
 HL0271                         *CURRENT SURVEY CONTROL
 HL0271  ___________________________________________________________________
 HL0271* NAD 83(1986)-  37 55 05.     (N)    107 41 56.     (W)     SCALED    
 HL0271* NAVD 88     -      3212.609  (meters)   10540.03   (feet)  POSTED    
 HL0271  ___________________________________________________________________
 HL0271  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 HL0271  DYNAMIC HT  -        3207.860 (meters)   10524.45  (feet)  COMP
 HL0271  MODELED GRAV-     979,035.4   (mgal)                       NAVD 88
 HL0271
 HL0271  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HL0271
 HL0271.The horizontal coordinates were scaled from a topographic map and have
 HL0271.an estimated accuracy of +/- 6 seconds.
 HL0271
 HL0271.The orthometric height was determined by differential leveling
 HL0271.and adjusted by the National Geodetic Survey in 1992..
 HL0271.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HL0271.rate of 0.0 thru 1.0 mm/km.
 HL0271
 HL0271.The geoid height was determined by GEOID03.
 HL0271
 HL0271.The dynamic height is computed by dividing the NAVD 88
 HL0271.geopotential number by the normal gravity value computed on the
 HL0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0271.degrees latitude (g = 980.6199 gals.).
 HL0271
 HL0271.The modeled gravity was interpolated from observed gravity values.
 HL0271
 HL0271;                    North         East    Units  Estimated Accuracy
 HL0271;SPC CO S     -   445,960.      721,080.      MT  (+/- 180 meters Scaled)
 HL0271
 HL0271                          SUPERSEDED SURVEY CONTROL
 HL0271
 HL0271  NGVD 29 (??/??/92) 3210.836  (m)        10534.22   (f) ADJ UNCH    1 2
 HL0271
 HL0271.Superseded values are not recommended for survey control.
 HL0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0271.See file dsdata.txt to determine how the superseded data were derived.
 HL0271
 HL0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC627001(NAD 83)
 HL0271_MARKER: Q = CHISELED SQUARE
 HL0271_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HL0271_SP_SET: CULVERT
 HL0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0271
 HL0271  HISTORY     - Date     Condition        Report By
 HL0271  HISTORY     - UNK      MONUMENTED       USGS
 HL0271  HISTORY     - 1928     GOOD             NGS
 HL0271  HISTORY     - 1985     MARK NOT FOUND   NGS
 HL0271
 HL0271                          STATION DESCRIPTION
 HL0271
 HL0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 HL0271'2.6 MI S FROM IRONTON.
 HL0271'ON SOUTH EDGE OF SHARP TURN IN HIGHWAY, IN CENTER OF TOP FACE OF
 HL0271'PARAPET WALL OF CONCRETE CULVERT.  CULVERT MARKED U.S. 10536.0 B.M.
 HL0271
 HL0271                          STATION RECOVERY (1985)
 HL0271
 HL0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HL0271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0572 ***********************************************************************
 HL0572  DESIGNATION -  10601=OURAY
 HL0572  PID         -  HL0572
 HL0572  STATE/COUNTY-  CO/MINERAL
 HL0572  USGS QUAD   -  SAN LUIS PEAK (1986)
 HL0572
 HL0572                         *CURRENT SURVEY CONTROL
 HL0572  ___________________________________________________________________
 HL0572* NAD 83(1992)-  37 53 43.89980(N)    106 55 23.94921(W)     ADJUSTED  
 HL0572* NAVD 88     -      3231.69   (+/-2cm)   10602.6    (feet)  VERTCON   
 HL0572  ___________________________________________________________________
 HL0572  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 HL0572  GEOID HEIGHT-         -15.09  (meters)                     GEOID03
 HL0572
 HL0572  HORZ ORDER  -  THIRD
 HL0572  VERT ORDER  -  THIRD ? (See Below)
 HL0572
 HL0572.The horizontal coordinates were established by classical geodetic methods
 HL0572.and adjusted by the National Geodetic Survey in January 1993..
 HL0572
 HL0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0572.The vertical order pertains to the NGVD 29 superseded value.
 HL0572
 HL0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0572
 HL0572.The geoid height was determined by GEOID03.
 HL0572
 HL0572;                    North         East     Units Scale Factor Converg.
 HL0572;SPC CO S     -   442,138.372   789,222.665   MT  0.99994597   -0 52 22.9
 HL0572;SPC CO S     - 1,450,582.31  2,589,308.03   sFT  0.99994597   -0 52 22.9
 HL0572;UTM  13      - 4,195,967.462   330,890.562   MT  0.99995224   -1 10 53.9
 HL0572
 HL0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0572!SPC CO S     -   0.99949552  x   0.99994597  =   0.99944152
 HL0572!UTM  13      -   0.99949552  x   0.99995224  =   0.99944778
 HL0572
 HL0572:                Primary Azimuth Mark                     Grid Az
 HL0572:SPC CO S     -  GRASSY                                   336 04 18.6
 HL0572:UTM  13      -  GRASSY                                   336 22 49.6
 HL0572
 HL0572|---------------------------------------------------------------------|
 HL0572| PID    Reference Object                     Distance      Geod. Az  |
 HL0572|                                                           dddmmss.s |
 HL0572| HL0573 GRASSY                              APPROX. 2.2 KM 3351155.7 |
 HL0572|---------------------------------------------------------------------|
 HL0572
 HL0572                          SUPERSEDED SURVEY CONTROL
 HL0572
 HL0572  NAD 83(1986)-  37 53 43.89550(N)    106 55 23.95378(W) AD(       ) 3
 HL0572  NAD 27      -  37 53 43.90349(N)    106 55 21.79051(W) AD(       ) 3
 HL0572  NGVD 29 (07/19/86) 3229.83   (m)        10596.5    (f) LEVELING    3  
 HL0572
 HL0572.Superseded values are not recommended for survey control.
 HL0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0572.See file dsdata.txt to determine how the superseded data were derived.
 HL0572
 HL0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB3089195967(NAD 83)
 HL0572_MARKER: DB = BENCH MARK DISK
 HL0572_SETTING: 66 = SET IN ROCK OUTCROP
 HL0572_SP_SET: SET IN ROCK OUTCROP
 HL0572_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0572+STABILITY: POSITION/ELEVATION WELL
 HL0572
 HL0572  HISTORY     - Date     Condition        Report By
 HL0572  HISTORY     - 1956     MONUMENTED       USGS
 HL0572
 HL0572                          STATION DESCRIPTION
 HL0572
 HL0572'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 HL0572'THE BM IS LOCATED ON CAMPBELL RIDGE BETWEEN EAST AND WEST WILLOW
 HL0572'CREEKS, AND APPROX. 3 MI. -AIR- NORTH OF CREEDE, COLORADO.
 HL0572'
 HL0572'TO REACH THE BENCHMARK FROM THE P.O. IN CREEDE, GO N. UP WILLOW
 HL0572'CREEK FOR 0.8 MI. TO RD. FORK, THENCE LEFT UP W. WILLOW CREEK FOR 1.6
 HL0572'TO RD. FORK, THENCE RIGHT FOR 0.7 MI. TO RD. FORK, THENCE RIGHT FOR
 HL0572'0.8 MI. TO TOP OF SADDLE AND BM SITE.
 HL0572'
 HL0572'STATION MARK - A ALUMINUM BM TABLET STAMPED --- 10601 OURAY --- SET IN
 HL0572'A ROCK OUTCROP.
 HL0572'
 HL0572'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0582 ***********************************************************************
 HL0582  DESIGNATION -  10689
 HL0582  PID         -  HL0582
 HL0582  STATE/COUNTY-  CO/HINSDALE
 HL0582  USGS QUAD   -  SLUMGULLION PASS (1986)
 HL0582
 HL0582                         *CURRENT SURVEY CONTROL
 HL0582  ___________________________________________________________________
 HL0582* NAD 83(1992)-  37 59 45.18949(N)    107 10 35.27152(W)     ADJUSTED  
 HL0582* NAVD 88     -      3259.93   (+/-2cm)   10695.3    (feet)  VERTCON   
 HL0582  ___________________________________________________________________
 HL0582  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 HL0582  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 HL0582
 HL0582  HORZ ORDER  -  THIRD
 HL0582  VERT ORDER  -  THIRD ? (See Below)
 HL0582
 HL0582.The horizontal coordinates were established by classical geodetic methods
 HL0582.and adjusted by the National Geodetic Survey in January 1993..
 HL0582
 HL0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0582.The vertical order pertains to the NGVD 29 superseded value.
 HL0582
 HL0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0582
 HL0582.The geoid height was determined by GEOID03.
 HL0582
 HL0582;                    North         East     Units Scale Factor Converg.
 HL0582;SPC CO S     -   453,644.706   767,160.978   MT  0.99994937   -1 01 41.9
 HL0582;SPC CO S     - 1,488,332.67  2,516,927.31   sFT  0.99994937   -1 01 41.9
 HL0582;UTM  13      - 4,207,593.684   308,890.337   MT  1.00004985   -1 20 24.9
 HL0582
 HL0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0582!SPC CO S     -   0.99949108  x   0.99994937  =   0.99944048
 HL0582!UTM  13      -   0.99949108  x   1.00004985  =   0.99954090
 HL0582
 HL0582                          SUPERSEDED SURVEY CONTROL
 HL0582
 HL0582  NAD 83(1986)-  37 59 45.18540(N)    107 10 35.27371(W) AD(       ) 3
 HL0582  NAD 27      -  37 59 45.19847(N)    107 10 33.08623(W) AD(       ) 3
 HL0582  NGVD 29 (07/19/86) 3258.01   (m)        10689.0    (f) LEVELING    3  
 HL0582
 HL0582.Superseded values are not recommended for survey control.
 HL0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0582.See file dsdata.txt to determine how the superseded data were derived.
 HL0582
 HL0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC0889007594(NAD 83)
 HL0582_MARKER: H = DRILL HOLE
 HL0582_SETTING: 0 = UNSPECIFIED SETTING
 HL0582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0582
 HL0582  HISTORY     - Date     Condition        Report By
 HL0582  HISTORY     - 1954     MONUMENTED       USGS
 HL0582
 HL0582                          STATION DESCRIPTION
 HL0582
 HL0582'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 HL0582'STATION IS LOCATED 1.6 MI. N. AND W. ALONG STATE HWY. 149
 HL0582'FROM THE ENTRANCE GATE TO PONCE RANCH, NEAR THE TOP OF A DIVIDE, 135
 HL0582'FT. S. OF A SHARP CURVE IN ROAD, 25 FT. E. OF AN ASPEN GROVE.
 HL0582'
 HL0582'STATION MARK - A DRILL HOLE IN AN EMBEDDED ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0761 ***********************************************************************
 LL0761  DESIGNATION -  10760
 LL0761  PID         -  LL0761
 LL0761  STATE/COUNTY-  CO/GRAND
 LL0761  USGS QUAD   -  FALL RIVER PASS (1977)
 LL0761
 LL0761                         *CURRENT SURVEY CONTROL
 LL0761  ___________________________________________________________________
 LL0761* NAD 83(1986)-  40 25 10.     (N)    105 48 40.     (W)     SCALED    
 LL0761* NAVD 88     -      3280.651  (meters)   10763.27   (feet)  ADJUSTED  
 LL0761  ___________________________________________________________________
 LL0761  GEOID HEIGHT-         -11.47  (meters)                     GEOID03
 LL0761  DYNAMIC HT  -        3276.716 (meters)   10750.36  (feet)  COMP
 LL0761  MODELED GRAV-     979,304.5   (mgal)                       NAVD 88
 LL0761
 LL0761  VERT ORDER  -  SECOND    CLASS 0
 LL0761
 LL0761.The horizontal coordinates were scaled from a topographic map and have
 LL0761.an estimated accuracy of +/- 6 seconds.
 LL0761
 LL0761.The orthometric height was determined by differential leveling
 LL0761.and adjusted by the National Geodetic Survey in June 1991..
 LL0761
 LL0761.The geoid height was determined by GEOID03.
 LL0761
 LL0761.The dynamic height is computed by dividing the NAVD 88
 LL0761.geopotential number by the normal gravity value computed on the
 LL0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0761.degrees latitude (g = 980.6199 gals.).
 LL0761
 LL0761.The modeled gravity was interpolated from observed gravity values.
 LL0761
 LL0761;                    North         East    Units  Estimated Accuracy
 LL0761;SPC CO N     -   425,440.      888,000.      MT  (+/- 180 meters Scaled)
 LL0761
 LL0761                          SUPERSEDED SURVEY CONTROL
 LL0761
 LL0761  NGVD 29 (??/??/92) 3279.048  (m)        10758.01   (f) ADJ UNCH    2 0
 LL0761
 LL0761.Superseded values are not recommended for survey control.
 LL0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0761.See file dsdata.txt to determine how the superseded data were derived.
 LL0761
 LL0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE311746(NAD 83)
 LL0761_MARKER: DD = SURVEY DISK
 LL0761_SETTING: 80 = SET IN A BOULDER
 LL0761_STAMPING: 10760
 LL0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0761+STABILITY: SURFACE MOTION
 LL0761
 LL0761  HISTORY     - Date     Condition        Report By
 LL0761  HISTORY     - UNK      MONUMENTED       USGS
 LL0761  HISTORY     - 1938     GOOD             NGS
 LL0761
 LL0761                          STATION DESCRIPTION
 LL0761
 LL0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 LL0761'18.9 MI N FROM GRAND LAKE.
 LL0761'18.9 MILES NORTH ALONG TRAIL RIDGE ROAD FROM GRAND LAKE, GRAND
 LL0761'COUNTY, NEAR THE SOUTH LINE AT THE CENTER OF SEC. 4, T. 5 N.,
 LL0761'R. 75 W., SIXTH PRINCIPAL MERIDIAN, AT THE GRAND-LARIMER COUNTY
 LL0761'LINE, AT THE TOP OF MILNER PASS, AT THE WEST END OF POUDRE LAKES,
 LL0761'150 FEET WEST OF THE LAKES, 55 FEET SOUTH OF THE SOUTH EDGE
 LL0761'OF POUDRE LAKES PARKING AREA, ON TOP OF A SMALL RIDGE, IN THE
 LL0761'TOP OF A SMALL BOULDER, AND 20 FEET HIGHER THAN THE ROAD.  A
 LL0761'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 10760.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1010 ***********************************************************************
 KK1010  DESIGNATION -  10809.47
 KK1010  PID         -  KK1010
 KK1010  STATE/COUNTY-  CO/GRAND
 KK1010  USGS QUAD   -  BERTHOUD PASS (1957)
 KK1010
 KK1010                         *CURRENT SURVEY CONTROL
 KK1010  ___________________________________________________________________
 KK1010* NAD 83(1986)-  39 48 33.     (N)    105 46 46.     (W)     SCALED    
 KK1010* NAVD 88     -      3296.397  (meters)   10814.93   (feet)  ADJUSTED  
 KK1010  ___________________________________________________________________
 KK1010  GEOID HEIGHT-         -12.39  (meters)                     GEOID03
 KK1010  DYNAMIC HT  -        3292.130 (meters)   10800.93  (feet)  COMP
 KK1010  MODELED GRAV-     979,210.9   (mgal)                       NAVD 88
 KK1010
 KK1010  VERT ORDER  -  FIRST     CLASS II
 KK1010
 KK1010.The horizontal coordinates were scaled from a topographic map and have
 KK1010.an estimated accuracy of +/- 6 seconds.
 KK1010
 KK1010.The orthometric height was determined by differential leveling
 KK1010.and adjusted by the National Geodetic Survey in June 1991..
 KK1010
 KK1010.The geoid height was determined by GEOID03.
 KK1010
 KK1010.The dynamic height is computed by dividing the NAVD 88
 KK1010.geopotential number by the normal gravity value computed on the
 KK1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1010.degrees latitude (g = 980.6199 gals.).
 KK1010
 KK1010.The modeled gravity was interpolated from observed gravity values.
 KK1010
 KK1010;                    North         East    Units  Estimated Accuracy
 KK1010;SPC CO N     -   357,670.      890,470.      MT  (+/- 180 meters Scaled)
 KK1010
 KK1010                          SUPERSEDED SURVEY CONTROL
 KK1010
 KK1010  NGVD 29 (??/??/92) 3294.604  (m)        10809.05   (f) ADJ UNCH    1 2
 KK1010
 KK1010.Superseded values are not recommended for survey control.
 KK1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1010.See file dsdata.txt to determine how the superseded data were derived.
 KK1010
 KK1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE332068(NAD 83)
 KK1010_MARKER: DD = SURVEY DISK
 KK1010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK1010_SP_SET: CULVERT
 KK1010_STAMPING: 10809.47
 KK1010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1010
 KK1010  HISTORY     - Date     Condition        Report By
 KK1010  HISTORY     - UNK      MONUMENTED       BPR
 KK1010  HISTORY     - 1954     GOOD             NGS
 KK1010
 KK1010                          STATION DESCRIPTION
 KK1010
 KK1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1010'9 MI S FROM WEST PORTAL.
 KK1010'8.95 MILES SOUTH ALONG U.S. HIGHWAY 40 FROM THE WEST PORTAL OF THE
 KK1010'MOFFAT TUNNEL AT WEST PORTAL, 19 FEET SOUTHWEST OF THE CENTER LINE
 KK1010'OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF THE SOUTHWEST
 KK1010'HEADWALL OF A STONE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0273 ***********************************************************************
 HL0273  DESIGNATION -  10815.8
 HL0273  PID         -  HL0273
 HL0273  STATE/COUNTY-  CO/OURAY
 HL0273  USGS QUAD   -  IRONTON (1972)
 HL0273
 HL0273                         *CURRENT SURVEY CONTROL
 HL0273  ___________________________________________________________________
 HL0273* NAD 83(1986)-  37 54 39.     (N)    107 42 15.     (W)     SCALED    
 HL0273* NAVD 88     -      3297.921  (meters)   10819.93   (feet)  POSTED    
 HL0273  ___________________________________________________________________
 HL0273  GEOID HEIGHT-         -15.44  (meters)                     GEOID03
 HL0273  DYNAMIC HT  -        3292.980 (meters)   10803.72  (feet)  COMP
 HL0273  MODELED GRAV-     979,011.4   (mgal)                       NAVD 88
 HL0273
 HL0273  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HL0273
 HL0273.The horizontal coordinates were scaled from a topographic map and have
 HL0273.an estimated accuracy of +/- 6 seconds.
 HL0273
 HL0273.The orthometric height was determined by differential leveling
 HL0273.and adjusted by the National Geodetic Survey in 1992..
 HL0273.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HL0273.rate of 0.0 thru 1.0 mm/km.
 HL0273
 HL0273.The geoid height was determined by GEOID03.
 HL0273
 HL0273.The dynamic height is computed by dividing the NAVD 88
 HL0273.geopotential number by the normal gravity value computed on the
 HL0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0273.degrees latitude (g = 980.6199 gals.).
 HL0273
 HL0273.The modeled gravity was interpolated from observed gravity values.
 HL0273
 HL0273;                    North         East    Units  Estimated Accuracy
 HL0273;SPC CO S     -   445,170.      720,600.      MT  (+/- 180 meters Scaled)
 HL0273
 HL0273                          SUPERSEDED SURVEY CONTROL
 HL0273
 HL0273  NGVD 29 (??/??/92) 3296.097  (m)        10813.94   (f) ADJ UNCH    1 2
 HL0273
 HL0273.Superseded values are not recommended for survey control.
 HL0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0273.See file dsdata.txt to determine how the superseded data were derived.
 HL0273
 HL0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB622993(NAD 83)
 HL0273_MARKER: Q = CHISELED SQUARE
 HL0273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HL0273_SP_SET: CULVERT
 HL0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0273
 HL0273  HISTORY     - Date     Condition        Report By
 HL0273  HISTORY     - UNK      MONUMENTED       USGS
 HL0273  HISTORY     - 1928     GOOD             NGS
 HL0273  HISTORY     - 1985     MARK NOT FOUND   NGS
 HL0273
 HL0273                          STATION DESCRIPTION
 HL0273
 HL0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 HL0273'3.6 MI S FROM IRONTON.
 HL0273'ON EAST EDGE OF HIGHWAY, JUST ABOVE LOOP IN HIGHWAY, IN CENTER OF TOP
 HL0273'OF PARAPET WALL OF CONCRETE CULVERT.  CULVERT MARKED U.S. 10815.8 B.M.
 HL0273
 HL0273                          STATION RECOVERY (1985)
 HL0273
 HL0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HL0273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1931 ***********************************************************************
 KK1931  DESIGNATION -  109
 KK1931  PID         -  KK1931
 KK1931  STATE/COUNTY-  CO/JEFFERSON
 KK1931  USGS QUAD   -  KASSLER (1994)
 KK1931
 KK1931                         *CURRENT SURVEY CONTROL
 KK1931  ___________________________________________________________________
 KK1931* NAD 83(1992)-  39 29 45.51502(N)    105 05 38.12307(W)     ADJUSTED  
 KK1931* NAVD 88     -      1699.8    (meters)    5577.     (feet)  VERTCON   
 KK1931  ___________________________________________________________________
 KK1931  LAPLACE CORR-         -16.90  (seconds)                    DEFLEC99
 KK1931  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 KK1931
 KK1931  HORZ ORDER  -  SECOND
 KK1931
 KK1931.The horizontal coordinates were established by classical geodetic methods
 KK1931.and adjusted by the National Geodetic Survey in January 1993..
 KK1931
 KK1931.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1931
 KK1931.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1931
 KK1931.The geoid height was determined by GEOID03.
 KK1931
 KK1931;                    North         East     Units Scale Factor Converg.
 KK1931;SPC CO C     -   489,447.098   949,330.381   MT  0.99995962   +0 15 22.0
 KK1931;SPC CO C     - 1,605,794.35  3,114,594.76   sFT  0.99995962   +0 15 22.0
 KK1931;UTM  13      - 4,371,822.176   491,924.120   MT  0.99960080   -0 03 35.1
 KK1931
 KK1931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1931!SPC CO C     -   0.99973590  x   0.99995962  =   0.99969553
 KK1931!UTM  13      -   0.99973590  x   0.99960080  =   0.99933680
 KK1931
 KK1931|---------------------------------------------------------------------|
 KK1931| PID    Reference Object                     Distance      Geod. Az  |
 KK1931|                                                           dddmmss.s |
 KK1931| CP6122 109 RM 2                              9.536 METERS 25455     |
 KK1931| KK1838 WARREN PK                           APPROX. 5.1 KM 2814159.8 |
 KK1931| CP6121 109 RM 1                             13.504 METERS 35908     |
 KK1931|---------------------------------------------------------------------|
 KK1931
 KK1931                          SUPERSEDED SURVEY CONTROL
 KK1931
 KK1931  NAD 83(1986)-  39 29 45.51125(N)    105 05 38.12127(W) AD(       ) 2
 KK1931  NAD 27      -  39 29 45.55299(N)    105 05 36.16933(W) AD(       ) 2
 KK1931  NGVD 29 (07/19/86) 1698.8    (m)         5573.     (f) VERT ANG       
 KK1931
 KK1931.Superseded values are not recommended for survey control.
 KK1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1931.See file dsdata.txt to determine how the superseded data were derived.
 KK1931
 KK1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9192471822(NAD 83)
 KK1931_MARKER: DD = SURVEY DISK
 KK1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1931_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1931
 KK1931  HISTORY     - Date     Condition        Report By
 KK1931  HISTORY     - 1977     MONUMENTED       CO-059
 KK1931
 KK1931                          STATION DESCRIPTION
 KK1931
 KK1931'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1931'THE STATION IS LOCATED 0.2 MILE NORTHEAST OF THE MAIN SECURITY
 KK1931'GATE OF THE MARTIN MARIETTA WATERTON PLANT, AND 9 MILES SOUTH
 KK1931'OF LITTLETON, IN THE SOUTHEAST 1/4 OF SECTION 27, T 6 S,
 KK1931'R 69 W.
 KK1931'
 KK1931'TO REACH THE STATION FROM THE ARAPAHOE COUNTY COURTHOUSE IN
 KK1931'LITTLETON, GO SOUTH ON STATE HIGHWAY 75 FOR 9 MILES TO THE
 KK1931'POINT WHERE THE FOUR LANE HIGHWAY REACHES THE MAIN SECURITY
 KK1931'GATE OF THE MARTIN MARIETTA COMPANY.  REVERSE YOUR DIRECTION
 KK1931'BACK ALONG THE FOUR LANE ROAD A DISTANCE OF 0.1 MILE TO A DIRT
 KK1931'ROAD TO THE LEFT, RUNNING NORTHWARD ALONG THE EAST SIDE OF A
 KK1931'SMALL CREEK.  PROCEED 0.1 MILE NORTH ALONG THE DIRT ROAD, TO
 KK1931'AN ENTRANCE AT THE NORTHWEST CORNER OF A SMALL CEMETERY.  TURN
 KK1931'RIGHT AND PROCEED ALONG THE WEST SIDE OF THE CEMETERY TO A
 KK1931'LARGE STEEL POWER TRANSMISSION TOWER, THAT IS LOCATED ABOUT
 KK1931'100 YARDS SOUTH OF THE CEMETERY.  THE STATION IS LOCATED AT
 KK1931'THE NORTHWEST CORNER OF THE TOWER BASE.
 KK1931'
 KK1931'THE STATION MARK, STAMPED---109 JCMD 1977---, IS A 3-INCH
 KK1931'BRONZE DISK SET IN THE WEST BASE OF FOUR OF A STEEL
 KK1931'TRANSMISSION TOWER AT GRADE LEVEL, AND 3 FEET NORTH OF THE
 KK1931'OUTER CORNER OF A STEEL TOWER LEG.
 KK1931'
 KK1931'REFERENCE MARK 1, STAMPED---109 JCMD RM 1 1977---, IS A 3-INCH
 KK1931'BRONZE DISK SET IN CONCRETE AT GROUND SURFACE, 38.4 FEET
 KK1931'SOUTHEAST OF A WOOD POWER POLE, AND 36 FEET NORTHWEST OF
 KK1931'THE NORTH LEG OF THE TOWER.
 KK1931'
 KK1931'REFERENCE MARK 2, STAMPED---109 JCMD RM 2 1977---, IS A 3-INCH
 KK1931'BRONZE DISK SET IN CONCRETE AT GROUND SURFACE, 20 FEET
 KK1931'NORTHWEST OF A 2-FOOT DIAMETER BOULDER, AND 57.2 FEET
 KK1931'EAST OF ANOTHER WOOD POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0155 ***********************************************************************
 HL0155  DESIGNATION -  10901 OURAY
 HL0155  PID         -  HL0155
 HL0155  STATE/COUNTY-  CO/HINSDALE
 HL0155  USGS QUAD   -  SLUMGULLION PASS (1986)
 HL0155
 HL0155                         *CURRENT SURVEY CONTROL
 HL0155  ___________________________________________________________________
 HL0155* NAD 83(1986)-  37 56 27.     (N)    107 09 34.     (W)     SCALED    
 HL0155* NAVD 88     -      3323.132  (meters)   10902.64   (feet)  ADJUSTED  
 HL0155  ___________________________________________________________________
 HL0155  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 HL0155  DYNAMIC HT  -        3318.136 (meters)   10886.25  (feet)  COMP
 HL0155  MODELED GRAV-     979,004.7   (mgal)                       NAVD 88
 HL0155
 HL0155  VERT ORDER  -  SECOND    CLASS 0
 HL0155
 HL0155.The horizontal coordinates were scaled from a topographic map and have
 HL0155.an estimated accuracy of +/- 6 seconds.
 HL0155
 HL0155.The orthometric height was determined by differential leveling
 HL0155.and adjusted by the National Geodetic Survey in June 1991..
 HL0155
 HL0155.The geoid height was determined by GEOID03.
 HL0155
 HL0155.The dynamic height is computed by dividing the NAVD 88
 HL0155.geopotential number by the normal gravity value computed on the
 HL0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0155.degrees latitude (g = 980.6199 gals.).
 HL0155
 HL0155.The modeled gravity was interpolated from observed gravity values.
 HL0155
 HL0155;                    North         East    Units  Estimated Accuracy
 HL0155;SPC CO S     -   447,510.      768,550.      MT  (+/- 180 meters Scaled)
 HL0155
 HL0155                          SUPERSEDED SURVEY CONTROL
 HL0155
 HL0155  NGVD 29 (??/??/92) 3321.168  (m)        10896.20   (f) ADJ UNCH    2 0
 HL0155
 HL0155.Superseded values are not recommended for survey control.
 HL0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0155.See file dsdata.txt to determine how the superseded data were derived.
 HL0155
 HL0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC102014(NAD 83)
 HL0155_MARKER: P = PIPE CAP
 HL0155_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HL0155_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HL0155_STAMPING: 10,901 OURAY
 HL0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0155
 HL0155  HISTORY     - Date     Condition        Report By
 HL0155  HISTORY     - UNK      MONUMENTED       USGS
 HL0155  HISTORY     - 1934     GOOD             NGS
 HL0155
 HL0155                          STATION DESCRIPTION
 HL0155
 HL0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HL0155'20.7 MI SE FROM LAKE CITY.
 HL0155'20.7 MILES SOUTHEAST ALONG STATE HIGHWAY 149 FROM THE DENVER AND RIO
 HL0155'GRANDE WESTERN RAILROAD (NOW ABANDONED) STATION AT LAKE CITY, HINSDALE
 HL0155'COUNTY, 190 FEET WEST OF THE SIGN AT SPRING CREEK PASS, 30 FEET SOUTH
 HL0155'OF AN 8-INCH SILVER-TIP FIR TREE, 185 FEET WEST OF THE CENTERLINE OF
 HL0155'THE HIGHWAY, AND 27 FEET NORTH OF THE NORTH SIDE OF A SMALL CREEK. A
 HL0155'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 10,901 OURAY AND
 HL0155'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1076 ***********************************************************************
 JK1076  DESIGNATION -  10E
 JK1076  PID         -  JK1076
 JK1076  STATE/COUNTY-  CO/PUEBLO
 JK1076  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1076
 JK1076                         *CURRENT SURVEY CONTROL
 JK1076  ___________________________________________________________________
 JK1076* NAD 83(1992)-  38 24 45.96482(N)    104 22 09.90853(W)     ADJUSTED  
 JK1076* NAVD 88     -      1499.96   (+/-2cm)    4921.1    (feet)  VERTCON   
 JK1076  ___________________________________________________________________
 JK1076  LAPLACE CORR-          -4.78  (seconds)                    DEFLEC99
 JK1076  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 JK1076
 JK1076  HORZ ORDER  -  SECOND
 JK1076  VERT ORDER  -  THIRD ? (See Below)
 JK1076
 JK1076.The horizontal coordinates were established by classical geodetic methods
 JK1076.and adjusted by the National Geodetic Survey in January 1993..
 JK1076
 JK1076.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1076.The vertical order pertains to the NGVD 29 superseded value.
 JK1076
 JK1076.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1076
 JK1076.The geoid height was determined by GEOID03.
 JK1076
 JK1076;                    North         East     Units Scale Factor Converg.
 JK1076;SPC CO S     -   499,193.521 1,013,141.590   MT  0.99999631   +0 41 36.5
 JK1076;SPC CO S     - 1,637,770.74  3,323,948.70   sFT  0.99999631   +0 41 36.5
 JK1076;UTM  13      - 4,251,802.330   555,051.827   MT  0.99963732   +0 23 30.5
 JK1076
 JK1076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1076!SPC CO S     -   0.99976781  x   0.99999631  =   0.99976412
 JK1076!UTM  13      -   0.99976781  x   0.99963732  =   0.99940522
 JK1076
 JK1076:                Primary Azimuth Mark                     Grid Az
 JK1076:SPC CO S     -  11                                       338 12 32.5
 JK1076:UTM  13      -  11                                       338 30 38.5
 JK1076
 JK1076|---------------------------------------------------------------------|
 JK1076| PID    Reference Object                     Distance      Geod. Az  |
 JK1076|                                                           dddmmss.s |
 JK1076| JK1079 11                                  APPROX. 0.8 KM 3385409.0 |
 JK1076|---------------------------------------------------------------------|
 JK1076
 JK1076                          SUPERSEDED SURVEY CONTROL
 JK1076
 JK1076  NAD 83(1986)-  38 24 45.95272(N)    104 22 09.90367(W) AD(       ) 2
 JK1076  NAD 27      -  38 24 45.95849(N)    104 22 08.01831(W) AD(       ) 2
 JK1076  NGVD 29 (07/19/86) 1499.11   (m)         4918.3    (f) LEVELING    3  
 JK1076
 JK1076.Superseded values are not recommended for survey control.
 JK1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1076.See file dsdata.txt to determine how the superseded data were derived.
 JK1076
 JK1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5505251802(NAD 83)
 JK1076
 JK1076  HISTORY     - Date     Condition        Report By
 JK1076  HISTORY     - UNK      MONUMENTED
 JK1076  HISTORY     - 1975     GOOD             NGS
 JK1076
 JK1076                          STATION DESCRIPTION
 JK1076
 JK1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1076'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1076'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1076'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS ON
 JK1076'A SLIGHT RISE IN OPEN PASTURE LAND, ABOUT 5 MILES WEST-SOUTHWEST OF
 JK1076'THE FEDERAL HEADQUARTERS BUILDING AND ALONG THE WEST-SOUTHWEST LIMB
 JK1076'OF THE HIGH SPEED TRACK.
 JK1076'
 JK1076'A STANDARD TRAVERSE STATION MARK DISK, STAMPED 10E, SET IN THE TOP
 JK1076'OF A ROUND CONCRETE MONUMENT 5 FEET INTO THE GROUND AND PROJECTING
 JK1076'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1079 ***********************************************************************
 JK1079  DESIGNATION -  11
 JK1079  PID         -  JK1079
 JK1079  STATE/COUNTY-  CO/PUEBLO
 JK1079  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1079
 JK1079                         *CURRENT SURVEY CONTROL
 JK1079  ___________________________________________________________________
 JK1079* NAD 83(1992)-  38 25 11.21595(N)    104 22 22.29210(W)     ADJUSTED  
 JK1079* NAVD 88     -      1503.43   (+/-2cm)    4932.5    (feet)  VERTCON   
 JK1079  ___________________________________________________________________
 JK1079  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 JK1079  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 JK1079
 JK1079  HORZ ORDER  -  SECOND
 JK1079  VERT ORDER  -  THIRD ? (See Below)
 JK1079
 JK1079.The horizontal coordinates were established by classical geodetic methods
 JK1079.and adjusted by the National Geodetic Survey in January 1993..
 JK1079
 JK1079.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1079.The vertical order pertains to the NGVD 29 superseded value.
 JK1079
 JK1079.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1079
 JK1079.The geoid height was determined by GEOID03.
 JK1079
 JK1079;                    North         East     Units Scale Factor Converg.
 JK1079;SPC CO S     -   499,968.439 1,012,831.787   MT  0.99999755   +0 41 28.9
 JK1079;SPC CO S     - 1,640,313.12  3,322,932.29   sFT  0.99999755   +0 41 28.9
 JK1079;UTM  13      - 4,252,578.589   554,746.217   MT  0.99963691   +0 23 23.0
 JK1079
 JK1079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1079!SPC CO S     -   0.99976726  x   0.99999755  =   0.99976481
 JK1079!UTM  13      -   0.99976726  x   0.99963691  =   0.99940426
 JK1079
 JK1079:                Primary Azimuth Mark                     Grid Az
 JK1079:SPC CO S     -  10                                       149 48 43.7
 JK1079:UTM  13      -  10                                       150 06 49.6
 JK1079
 JK1079|---------------------------------------------------------------------|
 JK1079| PID    Reference Object                     Distance      Geod. Az  |
 JK1079|                                                           dddmmss.s |
 JK1079| JK1074 10                                  APPROX. 1.8 KM 1503012.6 |
 JK1079| JK1081 11B                                 389.422 METERS 34304     |
 JK1079|---------------------------------------------------------------------|
 JK1079
 JK1079                          SUPERSEDED SURVEY CONTROL
 JK1079
 JK1079  NAD 83(1986)-  38 25 11.20372(N)    104 22 22.28728(W) AD(       ) 2
 JK1079  NAD 27      -  38 25 11.20998(N)    104 22 20.40176(W) AD(       ) 2
 JK1079  NGVD 29 (07/19/86) 1502.58   (m)         4929.7    (f) LEVELING    3  
 JK1079
 JK1079.Superseded values are not recommended for survey control.
 JK1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1079.See file dsdata.txt to determine how the superseded data were derived.
 JK1079
 JK1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5474652579(NAD 83)
 JK1079
 JK1079  HISTORY     - Date     Condition        Report By
 JK1079  HISTORY     - UNK      MONUMENTED
 JK1079  HISTORY     - 1975     GOOD             NGS
 JK1079
 JK1079                          STATION DESCRIPTION
 JK1079
 JK1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1079'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1079'TRANSPORTATION GROUND HIGH SPEED TRACK WHICH IS ABOUT 21 MILES
 JK1079'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS ON
 JK1079'A SLIGHT RISE IN OPEN PASTURE LAND, ABOUT 5 MILES WEST-SOUTHWEST OF
 JK1079'THE FEDERAL HEADQUARTERS BUILDING AND ALONG THE WEST-SOUTHWEST
 JK1079'PROPOSED LIMB OF THE HIGH SPEED TRACK.
 JK1079'
 JK1079'A STANDARD TRAVERSE STATION DISK, STAMPED 11, SET IN THE TOP OF A
 JK1079'ROUND CONCRETE MONUMENT 5 FEET INTO GROUND AND PROJECTING ABOUT
 JK1079'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1899 ***********************************************************************
 KK1899  DESIGNATION -  11
 KK1899  PID         -  KK1899
 KK1899  STATE/COUNTY-  CO/JEFFERSON
 KK1899  USGS QUAD   -  ELDORADO SPRINGS (1994)
 KK1899
 KK1899                         *CURRENT SURVEY CONTROL
 KK1899  ___________________________________________________________________
 KK1899* NAD 83(1992)-  39 54 34.83512(N)    105 19 36.64972(W)     ADJUSTED  
 KK1899* NAVD 88     -      2676.4    (meters)    8781.     (feet)  VERTCON   
 KK1899  ___________________________________________________________________
 KK1899  LAPLACE CORR-         -21.36  (seconds)                    DEFLEC99
 KK1899  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 KK1899
 KK1899  HORZ ORDER  -  SECOND
 KK1899
 KK1899.The horizontal coordinates were established by classical geodetic methods
 KK1899.and adjusted by the National Geodetic Survey in January 1993..
 KK1899
 KK1899.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1899
 KK1899.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1899
 KK1899.The geoid height was determined by GEOID03.
 KK1899
 KK1899;                    North         East     Units Scale Factor Converg.
 KK1899;SPC CO C     -   535,315.502   929,207.999   MT  1.00003550   +0 06 33.1
 KK1899;SPC CO C     - 1,756,280.94  3,048,576.58   sFT  1.00003550   +0 06 33.1
 KK1899;UTM  13      - 4,417,783.386   472,063.674   MT  0.99960961   -0 12 34.9
 KK1899
 KK1899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1899!SPC CO C     -   0.99958264  x   1.00003550  =   0.99961812
 KK1899!UTM  13      -   0.99958264  x   0.99960961  =   0.99919241
 KK1899
 KK1899|---------------------------------------------------------------------|
 KK1899| PID    Reference Object                     Distance      Geod. Az  |
 KK1899|                                                           dddmmss.s |
 KK1899| CP6123 11 RM 1                              15.012 METERS 03440     |
 KK1899| CP6124 11 RM 2                              10.990 METERS 12527     |
 KK1899| KK1900 BLUE RESET                          APPROX. 3.8 KM 1941536.6 |
 KK1899|---------------------------------------------------------------------|
 KK1899
 KK1899                          SUPERSEDED SURVEY CONTROL
 KK1899
 KK1899  NAD 83(1986)-  39 54 34.83157(N)    105 19 36.64590(W) AD(       ) 2
 KK1899  NAD 27      -  39 54 34.88119(N)    105 19 34.67840(W) AD(       ) 2
 KK1899  NGVD 29 (07/19/86) 2675.1    (m)         8777.     (f) VERT ANG       
 KK1899
 KK1899.Superseded values are not recommended for survey control.
 KK1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1899.See file dsdata.txt to determine how the superseded data were derived.
 KK1899
 KK1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE7206417783(NAD 83)
 KK1899_MARKER: DD = SURVEY DISK
 KK1899_SETTING: 66 = SET IN ROCK OUTCROP
 KK1899
 KK1899  HISTORY     - Date     Condition        Report By
 KK1899  HISTORY     - 1977     MONUMENTED       CO-059
 KK1899
 KK1899                          STATION DESCRIPTION
 KK1899
 KK1899'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1899'THE STATION IS LOCATED 1/4 MILE SOUTH OF THE BOULDER-JEFFERSON
 KK1899'COUNTY LINE AND ABOUT 1 MILE NORTHEAST OF THE COAL CREEK FIRE
 KK1899'STATION AND THE VILLAGE OF COAL CZEEK, AND NEAR THE CENTER OF
 KK1899'THE NORTHWEST 1/4 OF SECTION 3, T 2 S, R 71 W.
 KK1899'
 KK1899'TO REACH THE STATION FROM THE COAL CREEK FIRE STATION GO NORTH
 KK1899'FOR 0.4 MILE ALONG CRESENT PARK DRIVE, TO A JUNCTION WITH
 KK1899'SPRUCE CANYON DRIVE.  TURN RIGHT AND GO EASTWARD FOR 1.4 MILES
 KK1899'TO A JUNCTION WITH SPRUCE CANYON CIRCLE.  TURN RIGHT AND GO
 KK1899'NORTH FOR 0.4 MILE TO A JUNCTION WITH BEGOLE CIRCLE.  TURN
 KK1899'RIGHT AND GO NORTHERLY FOR 0.2 MILE TO A PRIVATE DRIVE TO THE
 KK1899'EAST, TURN RIGHT AND GO EAST FOR 0.1 MILE TO THE HOME OF MR.
 KK1899'JOHN GREENE, FROM WHOM PERMISSION WAS OBTAINED TO CLIMB
 KK1899'SCARTOP MOUNTAIN TO THE STATION.  FROM THIS POINT BEGIN
 KK1899'PACKING TO THE EAST-SOUTHEAST TO THE HIGHEST PORTION OF THE
 KK1899'DOUBLE TOPPED MOUNTAIN AND THE STATION AT THE VERY SOUTH
 KK1899'EDGE OF THE 1/2 ACRE LEVEL TOP AREA IN A ROCK OUTCROP.  THIS
 KK1899'IS ABOUT A 20 MINUTE PACK.
 KK1899'
 KK1899'THE STATION MARK, STAMPED---11 JCMD 1977---, IS A 3-INCH BRONZE
 KK1899'DISK CEMENTED IN A DRILL HOLE NEAR THE SOUTH TIP OF THE
 KK1899'HIGHEST POINT OF THE SOUTH MOST AND HIGHEST BEDROCK OUTCROP, 14
 KK1899'FEET SOUTH OF THE HIGHEST POINT, 8 FEET SOUTH OF A NAIL IN A
 KK1899'LARGE BLAZE IN A 12-INCH DEAD TREE, AND 14.8 FEET EAST OF A
 KK1899'24-INCH FIR TREE.
 KK1899'
 KK1899'REFERENCE MARK 1, STAMPED---11 JCMD RM 1 1977---, IS A 3-INCH
 KK1899'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE NORTHWEST HIGH
 KK1899'BEDROCK OUTCROP, ONLY INCHES  LOWER THAN THE STATION, BUT
 KK1899'52.4 FEET NORTH OF IT.  ALSO, 7.5 FEET WEST OF AN 8-INCH DEAD
 KK1899'TREE, 16.5 FEET WEST-SOUTHWEST OF A 6-INCH FIR TREE, AND
 KK1899'17.7 FEET NORTHWEST OF AN 8-INCH PINE TREE.
 KK1899'
 KK1899'REFERENCE MARK 2, STAMPED---11 JCMD RM 2 1977---, IS A 3-INCH
 KK1899'BRONZE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK,
 KK1899'ON THE SOUTHEAST SHOULDER OF THE TOP, 5 FEET LOWER THAN THE
 KK1899'STATION, 11.5 FEET EAST-NORTHEAST OF A 5-INCH SPRUCE TREE, AND
 KK1899'0.8 FOOT WEST OF A 4 FOOT SHEAR DROP OFF TO THE EAST.
 KK1899'
 KK1899'THERE WAS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4302 ***********************************************************************
 AE4302  DESIGNATION -  11 AJK 5752
 AE4302  PID         -  AE4302
 AE4302  STATE/COUNTY-  CO/EL PASO
 AE4302  USGS QUAD   -  ELLICOTT (1975)
 AE4302
 AE4302                         *CURRENT SURVEY CONTROL
 AE4302  ___________________________________________________________________
 AE4302* NAD 83(1992)-  38 45 07.06469(N)    104 23 09.41712(W)     ADJUSTED  
 AE4302* NAVD 88     -      1754.2    (meters)    5755.     (feet)  GPS OBS   
 AE4302  ___________________________________________________________________
 AE4302  X           -  -1,237,780.364 (meters)                     COMP
 AE4302  Y           -  -4,825,748.933 (meters)                     COMP
 AE4302  Z           -   3,971,966.667 (meters)                     COMP
 AE4302  LAPLACE CORR-          -5.03  (seconds)                    DEFLEC99
 AE4302  ELLIP HEIGHT-        1735.17  (meters)          (12/03/02) GPS OBS
 AE4302  GEOID HEIGHT-         -19.08  (meters)                     GEOID03
 AE4302
 AE4302  HORZ ORDER  -  FIRST
 AE4302  ELLP ORDER  -  FOURTH    CLASS II
 AE4302
 AE4302.The horizontal coordinates were established by GPS observations
 AE4302.and adjusted by the National Geodetic Survey in October 1997..
 AE4302
 AE4302.The orthometric height was determined by GPS observations and a
 AE4302.high-resolution geoid model.
 AE4302
 AE4302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4302
 AE4302.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4302
 AE4302.The ellipsoidal height was determined by GPS observations
 AE4302.and is referenced to NAD 83.
 AE4302
 AE4302.The geoid height was determined by GEOID03.
 AE4302
 AE4302;                    North         East     Units Scale Factor Converg.
 AE4302;SPC CO C     -   407,368.665 1,011,237.230   MT  0.99995436   +0 42 09.4
 AE4302;SPC CO C     - 1,336,508.70  3,317,700.81   sFT  0.99995436   +0 42 09.4
 AE4302;UTM  13      - 4,289,431.147   553,357.102   MT  0.99963506   +0 23 03.7
 AE4302
 AE4302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4302!SPC CO C     -   0.99972782  x   0.99995436  =   0.99968220
 AE4302!UTM  13      -   0.99972782  x   0.99963506  =   0.99936298
 AE4302
 AE4302                          SUPERSEDED SURVEY CONTROL
 AE4302
 AE4302  ELLIP H (10/31/97) 1735.18   (m)                       GP(       ) 4 1
 AE4302
 AE4302.Superseded values are not recommended for survey control.
 AE4302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4302.See file dsdata.txt to determine how the superseded data were derived.
 AE4302
 AE4302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5335789431(NAD 83)
 AE4302_MARKER: DB = BENCH MARK DISK
 AE4302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4302_STAMPING: 11 AJK 5752 1953
 AE4302_MARK LOGO: USGS  
 AE4302_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE4302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4302+STABILITY: SURFACE MOTION
 AE4302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4302+SATELLITE: SATELLITE OBSERVATIONS - 1953
 AE4302
 AE4302  HISTORY     - Date     Condition        Report By
 AE4302  HISTORY     - 1953     MONUMENTED       USGS
 AE4302
 AE4302                          STATION DESCRIPTION
 AE4302
 AE4302'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (AJK)
 AE4302'THE STATION IS LOCATED ABOUT 10.5 MI (16.9 KM) SOUTHWEST OF YODER, 8
 AE4302'MI (12.9 KM) SOUTHEAST OF FALCON AIR FORCE BASE AND 6 MI (9.7 KM)
 AE4302'SOUTH OF ELLICOTT, IN THE SOUTHEAST 1/4 OF SECTION 12, T 15 S, R 63 W.
 AE4302'OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY  TO REACH THE STATION, GO TO THE
 AE4302'INTERSECTION OF THE ELLICOTT HIGHWAY AND DRENNAN ROAD, SIX MILES SOUTH
 AE4302'OF ELLICOTT, AND THE STATION IN THE NORTHWEST CORNER OF THE
 AE4302'INTERSECTION  THE MARK IS A STANDARD DISK SET IN A 15 CM SQUARE
 AE4302'CONCRETE POST, FLUSH WITH THE GROUND.  A BAR MAGNET SET NEXT TO THE
 AE4302'MONUMENT.  IT IS 14.2 M (46.6 FT) NORTHWEST FROM 25R1 SECTION CORNER,
 AE4302'11.6 M (38.1 FT) NORTH FROM THE CENTER OF DRENNAN ROAD, 9.3 M (30.5
 AE4302'FT) WEST FROM THE CENTER LINE OF ELLICOTT HIGHWAY, 2.4 M (7.9 FT)
 AE4302'NORTH FROM A STREET SIGN, 1.9 M (6.2 FT) NORTHEAST FROM A POWER POLE
 AE4302'AND END OF FENCE, 0.6 M (2.0 FT) NORTHEAST FROM A FENCE POST, 0.4 M
 AE4302'(1.3 FT) EAST FROM A WITNESS POST AND ABOUT THE SAME LEVEL AS THE
 AE4302'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0465 ***********************************************************************
 HJ0465  DESIGNATION -  11 CFD
 HJ0465  PID         -  HJ0465
 HJ0465  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0465  USGS QUAD   -  ROCK CROSSING (1993)
 HJ0465
 HJ0465                         *CURRENT SURVEY CONTROL
 HJ0465  ___________________________________________________________________
 HJ0465* NAD 83(1986)-  37 23 41.     (N)    103 54 58.     (W)     SCALED    
 HJ0465* NAVD 88     -      1550.219  (meters)    5086.01   (feet)  ADJUSTED  
 HJ0465  ___________________________________________________________________
 HJ0465  GEOID HEIGHT-         -20.17  (meters)                     GEOID03
 HJ0465  DYNAMIC HT  -        1548.489 (meters)    5080.33  (feet)  COMP
 HJ0465  MODELED GRAV-     979,459.3   (mgal)                       NAVD 88
 HJ0465
 HJ0465  VERT ORDER  -  THIRD
 HJ0465
 HJ0465.The horizontal coordinates were scaled from a topographic map and have
 HJ0465.an estimated accuracy of +/- 6 seconds.
 HJ0465
 HJ0465.The orthometric height was determined by differential leveling
 HJ0465.and adjusted by the National Geodetic Survey in August 1995..
 HJ0465
 HJ0465.The geoid height was determined by GEOID03.
 HJ0465
 HJ0465.The dynamic height is computed by dividing the NAVD 88
 HJ0465.geopotential number by the normal gravity value computed on the
 HJ0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0465.degrees latitude (g = 980.6199 gals.).
 HJ0465
 HJ0465.The modeled gravity was interpolated from observed gravity values.
 HJ0465
 HJ0465;                    North         East    Units  Estimated Accuracy
 HJ0465;SPC CO S     -   386,790.    1,054,640.      MT  (+/- 180 meters Scaled)
 HJ0465
 HJ0465                          SUPERSEDED SURVEY CONTROL
 HJ0465
 HJ0465.No superseded survey control is available for this station.
 HJ0465
 HJ0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB959392(NAD 83)
 HJ0465_MARKER: DB = BENCH MARK DISK
 HJ0465_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HJ0465+WITH SETTING: INFORMATION.
 HJ0465_SP_SET: METAL ROD DRIVEN INTO GROUND
 HJ0465_STAMPING: 11 CFD 1970
 HJ0465_MARK LOGO: USGS  
 HJ0465_MAGNETIC: I = MARKER IS A STEEL ROD
 HJ0465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HJ0465
 HJ0465  HISTORY     - Date     Condition        Report By
 HJ0465  HISTORY     - 1970     MONUMENTED       USGS
 HJ0465
 HJ0465                          STATION DESCRIPTION
 HJ0465
 HJ0465'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HJ0465'FROM HOUGHTON, PROCEED 15.6 MILES (25.1 KM) SOUTHEAST ALONG A COUNTY
 HJ0465'ROAD KNOWN AS PIPELINE ROAD, NEAR THE NORTHWEST CORNER OF S.33, T.30
 HJ0465'S., R.58 W., 140 FEET (42.7 M) EAST OF A STEEL CATTLEGUARD, 6 FEET
 HJ0465'(1.8 M) SOUTH OF A FENCE, AND SET ON A COPPER-COATED ROD DRIVEN 8
 HJ0465'FEET (2.4 M) INTO THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0563 ***********************************************************************
 KJ0563  DESIGNATION -  11 GDD
 KJ0563  PID         -  KJ0563
 KJ0563  STATE/COUNTY-  CO/LINCOLN
 KJ0563  USGS QUAD   -  ELBA SW (1977)
 KJ0563
 KJ0563                         *CURRENT SURVEY CONTROL
 KJ0563  ___________________________________________________________________
 KJ0563* NAD 83(1986)-  39 49 35.     (N)    103 13 06.     (W)     SCALED    
 KJ0563* NAVD 88     -      1459.878  (meters)    4789.62   (feet)  ADJUSTED  
 KJ0563  ___________________________________________________________________
 KJ0563  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 KJ0563  DYNAMIC HT  -        1458.593 (meters)    4785.40  (feet)  COMP
 KJ0563  MODELED GRAV-     979,694.8   (mgal)                       NAVD 88
 KJ0563
 KJ0563  VERT ORDER  -  THIRD
 KJ0563
 KJ0563.The horizontal coordinates were scaled from a topographic map and have
 KJ0563.an estimated accuracy of +/- 6 seconds.
 KJ0563
 KJ0563.The orthometric height was determined by differential leveling
 KJ0563.and adjusted by the National Geodetic Survey in June 1991..
 KJ0563
 KJ0563.The geoid height was determined by GEOID03.
 KJ0563
 KJ0563.The dynamic height is computed by dividing the NAVD 88
 KJ0563.geopotential number by the normal gravity value computed on the
 KJ0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0563.degrees latitude (g = 980.6199 gals.).
 KJ0563
 KJ0563.The modeled gravity was interpolated from observed gravity values.
 KJ0563
 KJ0563;                    North         East    Units  Estimated Accuracy
 KJ0563;SPC CO C     -   528,510.    1,109,720.      MT  (+/- 180 meters Scaled)
 KJ0563
 KJ0563                          SUPERSEDED SURVEY CONTROL
 KJ0563
 KJ0563.No superseded survey control is available for this station.
 KJ0563
 KJ0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFE524100(NAD 83)
 KJ0563_MARKER: DB = BENCH MARK DISK
 KJ0563_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KJ0563_SP_SET: COPPER-CLAD STEEL ROD
 KJ0563_STAMPING: GDD 11 1972
 KJ0563_MARK LOGO: USGS  
 KJ0563_PROJECTION: FLUSH
 KJ0563_MAGNETIC: I = MARKER IS A STEEL ROD
 KJ0563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KJ0563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0563+SATELLITE: SATELLITE OBSERVATIONS - 1972
 KJ0563_ROD/PIPE-DEPTH: 10.7 meters
 KJ0563
 KJ0563  HISTORY     - Date     Condition        Report By
 KJ0563  HISTORY     - 1972     MONUMENTED       USGS
 KJ0563
 KJ0563                          STATION DESCRIPTION
 KJ0563
 KJ0563'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KJ0563'FROM THE U.S. POST OFFICE AT ANTON, COLORADO, PROCEED 5.7 MILES NORTH
 KJ0563'ALONG STATE HIGHWAY 63 TO THE CENTER OF A CUT, ABOUT 470 FEET SOUTH OF
 KJ0563'A CULVERT, 67 FEET EAST OF THE HIGHWAY, 4 FEET WEST OF A POWER POLE, 3
 KJ0563'FEET WEST OF A FENCELINE, LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0279 ***********************************************************************
 KL0279  DESIGNATION -  11095.53
 KL0279  PID         -  KL0279
 KL0279  STATE/COUNTY-  CO/LAKE
 KL0279  USGS QUAD   -  INDEPENDENCE PASS (1994)
 KL0279
 KL0279                         *CURRENT SURVEY CONTROL
 KL0279  ___________________________________________________________________
 KL0279* NAD 83(1986)-  39 06 35.     (N)    106 32 47.     (W)     SCALED    
 KL0279* NAVD 88     -      3359.572  (meters)   11022.20   (feet)  ADJUSTED  
 KL0279  ___________________________________________________________________
 KL0279  GEOID HEIGHT-         -13.01  (meters)                     GEOID03
 KL0279  DYNAMIC HT  -        3354.860 (meters)   11006.74  (feet)  COMP
 KL0279  MODELED GRAV-     979,102.1   (mgal)                       NAVD 88
 KL0279
 KL0279  VERT ORDER  -  SECOND    CLASS 0
 KL0279
 KL0279.The horizontal coordinates were scaled from a topographic map and have
 KL0279.an estimated accuracy of +/- 6 seconds.
 KL0279
 KL0279.The orthometric height was determined by differential leveling
 KL0279.and adjusted by the National Geodetic Survey in June 1991..
 KL0279
 KL0279.The geoid height was determined by GEOID03.
 KL0279
 KL0279.The dynamic height is computed by dividing the NAVD 88
 KL0279.geopotential number by the normal gravity value computed on the
 KL0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0279.degrees latitude (g = 980.6199 gals.).
 KL0279
 KL0279.The modeled gravity was interpolated from observed gravity values.
 KL0279
 KL0279;                    North         East    Units  Estimated Accuracy
 KL0279;SPC CO C     -   447,010.      823,910.      MT  (+/- 180 meters Scaled)
 KL0279
 KL0279                          SUPERSEDED SURVEY CONTROL
 KL0279
 KL0279  NGVD 29 (??/??/92) 3357.622  (m)        11015.80   (f) ADJ UNCH    2 0
 KL0279
 KL0279.Superseded values are not recommended for survey control.
 KL0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0279.See file dsdata.txt to determine how the superseded data were derived.
 KL0279
 KL0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD662300(NAD 83)
 KL0279_MARKER: R = RIVET
 KL0279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KL0279_SP_SET: CULVERT
 KL0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0279
 KL0279  HISTORY     - Date     Condition        Report By
 KL0279  HISTORY     - UNK      MONUMENTED       CODH
 KL0279  HISTORY     - 1934     GOOD             NGS
 KL0279
 KL0279                          STATION DESCRIPTION
 KL0279
 KL0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KL0279'3.8 MI E FROM INDEPENDENCE PASS.
 KL0279'3.8 MILES EAST ALONG STATE HIGHWAY 82 FROM BENCH MARK E 159 AT
 KL0279'INDEPENDENCE PASS, LAKE COUNTY, 3.3 MILES NORTH OF THE EAST PORTAL OF
 KL0279'TWIN LAKES TUNNEL, 0.6 MILE SOUTH OF A HAIRPIN CURVE, AT STATION
 KL0279'207-00 ON THE EAST SLOPE OF THE PASS GRADE, AT A 2-FOOT CORRUGATED
 KL0279'IRON-PIPE CULVERT, IN THE TOP OF THE EAST END COLLAR, 25 FEET EAST OF
 KL0279'THE CENTERLINE OF THE HIGHWAY, AND 6 FEET LOWER THAN THE HIGHWAY.  A
 KL0279'COLORADO HIGHWAY DEPARTMENT STANDARD RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5504 ***********************************************************************
 DF5504  DESIGNATION -  11160.67
 DF5504  PID         -  DF5504
 DF5504  STATE/COUNTY-  CO/SUMMIT
 DF5504  USGS QUAD   -  LOVELAND PASS (1987)
 DF5504
 DF5504                         *CURRENT SURVEY CONTROL
 DF5504  ___________________________________________________________________
 DF5504* NAD 83(1986)-  39 40 45.     (N)    105 56 08.     (W)     SCALED    
 DF5504* NAVD 88     -      3403.542  (meters)   11166.45   (feet)  ADJUSTED  
 DF5504  ___________________________________________________________________
 DF5504  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 DF5504  DYNAMIC HT  -        3398.974 (meters)   11151.47  (feet)  COMP
 DF5504  MODELED GRAV-     979,159.2   (mgal)                       NAVD 88
 DF5504
 DF5504  VERT ORDER  -  FIRST     CLASS II
 DF5504
 DF5504.The horizontal coordinates were scaled from a topographic map and have
 DF5504.an estimated accuracy of +/- 6 seconds.
 DF5504
 DF5504.The orthometric height was determined by differential leveling
 DF5504.and adjusted by the National Geodetic Survey in November 2003..
 DF5504
 DF5504.The geoid height was determined by GEOID03.
 DF5504
 DF5504.The dynamic height is computed by dividing the NAVD 88
 DF5504.geopotential number by the normal gravity value computed on the
 DF5504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5504.degrees latitude (g = 980.6199 gals.).
 DF5504
 DF5504.The modeled gravity was interpolated from observed gravity values.
 DF5504
 DF5504;                    North         East    Units  Estimated Accuracy
 DF5504;SPC CO C     -   509,800.      877,040.      MT  (+/- 180 meters Scaled)
 DF5504
 DF5504                          SUPERSEDED SURVEY CONTROL
 DF5504
 DF5504.No superseded survey control is available for this station.
 DF5504
 DF5504_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD197925(NAD 83)
 DF5504_MARKER: DB = BENCH MARK DISK
 DF5504_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DF5504_SP_SET: TUNNEL WALKWAY
 DF5504_STAMPING: 11160.67
 DF5504_MARK LOGO: CODH  
 DF5504_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5504+STABILITY: SURFACE MOTION
 DF5504_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5504+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2004
 DF5504
 DF5504  HISTORY     - Date     Condition        Report By
 DF5504  HISTORY     - 20010918 MONUMENTED       CODH
 DF5504  HISTORY     - 20040804 GOOD             NGS
 DF5504
 DF5504                          STATION DESCRIPTION
 DF5504
 DF5504'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 2001 (RSC)
 DF5504'THE STATION IS LOCATED AT THE WEST END OF THE NORTH BORE OF THE
 DF5504'EISENHOWER MEMORIAL
 DF5504'TUNNEL ON INTERSTATE 70. OWNERSHIP--COLORADO DEPARTMENT OF
 DF5504'TRANSPORTATION
 DF5504'RIGHT-OF-WAY.
 DF5504' 
 DF5504'THIS STATION IS NOT TO BE USED BY THE SURVEYING PUBLIC AS IT IS INSIDE
 DF5504'OF THE EISENHOWER
 DF5504'MEMORIAL TUNNEL. PERMISSION MUST FIRST BE REQUESTED FROM THE TUNNEL
 DF5504'ENGINEER. TO
 DF5504'REACH THE STATION, GO TO THE WESTEND OF THE NORTHSIDE OF THE NORTH
 DF5504'BORE OF THE
 DF5504'EISENHOWER MEMORIAL TUNNEL AND THE STATION IN THE TYPE 4 CONCRETE
 DF5504'BARRIER.
 DF5504' 
 DF5504'THE MARK IS A BRASS COLORADO DEPARTMENT OF HIGHWAYS BENCH MARK DISK
 DF5504'SET INTO A
 DF5504'CONCRETE CASTE TYPE 4 BARRIER FLUSH WITH THE TOP OF THE BARRIER. IT IS
 DF5504'7.5 M NORTH FROM
 DF5504'THE CENTER LINE OF WESTBOUND INTERSTATE 70, 5.4 M EAST FROM THE WEST
 DF5504'END OF A BRICK
 DF5504'FACADE, 3.25 M EAST FROM THE END OF THE CASTE BARRIER AND 0.7 M ABOVE
 DF5504'THE ASPHALT
 DF5504'SHOULDER OF THE INTERSTATE.
 DF5504' 
 DF5504'
 DF5504
 DF5504                          STATION RECOVERY (2004)
 DF5504
 DF5504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 DF5504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1974 ***********************************************************************
 KK1974  DESIGNATION -  112
 KK1974  PID         -  KK1974
 KK1974  STATE/COUNTY-  CO/JEFFERSON
 KK1974  USGS QUAD   -  PINE (1994)
 KK1974
 KK1974                         *CURRENT SURVEY CONTROL
 KK1974  ___________________________________________________________________
 KK1974* NAD 83(1992)-  39 27 28.04976(N)    105 20 14.48110(W)     ADJUSTED  
 KK1974* NAVD 88     -      2616.3    (meters)    8584.     (feet)  VERTCON   
 KK1974  ___________________________________________________________________
 KK1974  LAPLACE CORR-         -12.19  (seconds)                    DEFLEC99
 KK1974  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 KK1974
 KK1974  HORZ ORDER  -  SECOND
 KK1974
 KK1974.The horizontal coordinates were established by classical geodetic methods
 KK1974.and adjusted by the National Geodetic Survey in January 1993..
 KK1974
 KK1974.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1974
 KK1974.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1974
 KK1974.The geoid height was determined by GEOID03.
 KK1974
 KK1974;                    North         East     Units Scale Factor Converg.
 KK1974;SPC CO C     -   485,142.293   928,399.231   MT  0.99995525   +0 06 09.3
 KK1974;SPC CO C     - 1,591,671.01  3,045,923.14   sFT  0.99995525   +0 06 09.3
 KK1974;UTM  13      - 4,367,634.511   470,976.907   MT  0.99961037   -0 12 51.8
 KK1974
 KK1974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1974!SPC CO C     -   0.99959190  x   0.99995525  =   0.99954717
 KK1974!UTM  13      -   0.99959190  x   0.99961037  =   0.99920243
 KK1974
 KK1974|---------------------------------------------------------------------|
 KK1974| PID    Reference Object                     Distance      Geod. Az  |
 KK1974|                                                           dddmmss.s |
 KK1974| CP6125 112 RM 1                             17.222 METERS 08002     |
 KK1974| CP6126 112 RM 2                             21.650 METERS 15848     |
 KK1974| KK1983 BUCKLEY                             APPROX. 5.1 KM 2624846.0 |
 KK1974|---------------------------------------------------------------------|
 KK1974
 KK1974                          SUPERSEDED SURVEY CONTROL
 KK1974
 KK1974  NAD 83(1986)-  39 27 28.04619(N)    105 20 14.48294(W) AD(       ) 2
 KK1974  NAD 27      -  39 27 28.08448(N)    105 20 12.50202(W) AD(       ) 2
 KK1974  NGVD 29 (07/19/86) 2615.1    (m)         8580.     (f) VERT ANG       
 KK1974
 KK1974.Superseded values are not recommended for survey control.
 KK1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1974.See file dsdata.txt to determine how the superseded data were derived.
 KK1974
 KK1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7097767635(NAD 83)
 KK1974_MARKER: DD = SURVEY DISK
 KK1974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1974_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1974
 KK1974  HISTORY     - Date     Condition        Report By
 KK1974  HISTORY     - 1977     MONUMENTED       CO-059
 KK1974
 KK1974                          STATION DESCRIPTION
 KK1974
 KK1974'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1974'THE STATION IS LOCATED SIX MILES SOUTHWEST OF THE CONIFER POST
 KK1974'OFFICE IN THE NORTHEAST 1/4 OF SECTION 9, T 7 S, R 71 W.
 KK1974'PERMISSION MAY BE OBTAINED FROM THE LANDOWNER, VIRGIL LETT,
 KK1974'TELEPHONE NUMBER 303-777-4639 IN DENVER, COLORADO.
 KK1974'
 KK1974'TO REACH THIS STATION FROM THE CONIFER POST OFFICE, GO WEST ON
 KK1974'U. S. HIGHWAY 285 A DISTANCE OF 0.7 MILE TO A SIDE ROAD WITH
 KK1974'ENTRANCE ACROSS FROM THE ELK CREEK FIRE STATION.  TURN LEFT
 KK1974'ONTO RICHMOND HILL ROAD AND GO SOUTH 0.3 MILE TO A TRIPLE FORK
 KK1974'IN THE ROAD.  BEAR RIGHT TO THE WESTERN MOST OF THESE FORKS,
 KK1974'WAMBLEE VALLEY ROAD, AND GO SOUTH 2.3 MILES TO A 4-WAY
 KK1974'INTERSECTION.  TURN RIGHT AND GO 0.6 MILE TO WHERE THE ROAD
 KK1974'ENDS AT A METAL GATE.  BEGIN A TEN MINUTE PACK SOUTHWEST TO
 KK1974'THE TOP OF THE HILL.
 KK1974'
 KK1974'THE STATION MARK, STAMPED---112 JCMD 1977---, IS A 3-INCH
 KK1974'BRONZE DISK SET IN CONCRETE AT GROUND LEVEL, 52.5 FEET SOUTHEAST
 KK1974'OF THE SOUTHEAST RIM OF A 1/4 ACRE FLAT PLATEAU AT THE HIGHEST
 KK1974'POINT OF THE MOUNTAIN, 36 FEET NORTHWEST OF A 14-INCH PINE
 KK1974'TREE, 24 FEET WEST-NORTHWEST OF A 6-INCH CEDAR TREE, AND
 KK1974'29.3 FEET WEST OF AN 8-INCH CEDAR TREE.
 KK1974'
 KK1974'REFERENCE MARK 1, STAMPED---112 JCMD RM 1 1977---, IS A 3-INCH
 KK1974'BRONZE DISK SET IN A DRILL HOLE IN A 6-FOOT DIAMETER BY
 KK1974'1.5-FOOT GRANITE DOME, 9.5 FEET EAST-NORTHEAST OF A 16-INCH
 KK1974'PINE TREE, FROM WHICH AN 8-INCH PINE TREE BEARS NORTH-NORTHWEST
 KK1974'4 FEET, AND A 12-INCH PINE TREE BEARS WEST 6.5 FEET.
 KK1974'
 KK1974'REFERENCE MARK 2, STAMPED---112 JCMD RM 2 1977---, IS A 3-INCH
 KK1974'BRONZE DISK SET IN CONCRETE AT GROUND LEVEL, 33.5 FEET
 KK1974'SOUTHEAST OF THE BEFORE MENTIONED 14-INCH PINE TREE, 30 FEET
 KK1974'NORTHWEST OF A 20-INCH PINE TREE, AND 5.3 FEET NORTH OF AN
 KK1974'18-INCH DIAMETER BY 18-INCH HIGH CONCRETE CAPPED TREE STUMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1840 ***********************************************************************
 KK1840  DESIGNATION -  114
 KK1840  PID         -  KK1840
 KK1840  STATE/COUNTY-  CO/JEFFERSON
 KK1840  USGS QUAD   -  INDIAN HILLS (1994)
 KK1840
 KK1840                         *CURRENT SURVEY CONTROL
 KK1840  ___________________________________________________________________
 KK1840* NAD 83(1992)-  39 31 59.14300(N)    105 10 24.97908(W)     ADJUSTED  
 KK1840* NAVD 88     -      2284.8    (meters)    7496.     (feet)  VERTCON   
 KK1840  ___________________________________________________________________
 KK1840  LAPLACE CORR-         -19.73  (seconds)                    DEFLEC99
 KK1840  GEOID HEIGHT-         -15.32  (meters)                     GEOID03
 KK1840
 KK1840  HORZ ORDER  -  SECOND
 KK1840
 KK1840.The horizontal coordinates were established by classical geodetic methods
 KK1840.and adjusted by the National Geodetic Survey in January 1993..
 KK1840
 KK1840.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1840
 KK1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1840
 KK1840.The geoid height was determined by GEOID03.
 KK1840
 KK1840;                    North         East     Units Scale Factor Converg.
 KK1840;SPC CO C     -   493,540.420   942,461.772   MT  0.99996429   +0 12 21.1
 KK1840;SPC CO C     - 1,619,223.86  3,092,060.00   sFT  0.99996429   +0 12 21.1
 KK1840;UTM  13      - 4,375,951.840   485,080.665   MT  0.99960274   -0 06 37.8
 KK1840
 KK1840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1840!SPC CO C     -   0.99964407  x   0.99996429  =   0.99960837
 KK1840!UTM  13      -   0.99964407  x   0.99960274  =   0.99924695
 KK1840
 KK1840:                Primary Azimuth Mark                     Grid Az
 KK1840:SPC CO C     -  WARREN PK                                148 14 37.7
 KK1840:UTM  13      -  WARREN PK                                148 33 36.6
 KK1840
 KK1840|---------------------------------------------------------------------|
 KK1840| PID    Reference Object                     Distance      Geod. Az  |
 KK1840|                                                           dddmmss.s |
 KK1840| KK1838 WARREN PK                           APPROX. 3.6 KM 1482658.8 |
 KK1840| CP6127 114 RM 1                             17.407 METERS 29733     |
 KK1840| CP6128 114 RM 2                              6.679 METERS 31545     |
 KK1840|---------------------------------------------------------------------|
 KK1840
 KK1840                          SUPERSEDED SURVEY CONTROL
 KK1840
 KK1840  NAD 83(1986)-  39 31 59.13976(N)    105 10 24.97936(W) AD(       ) 2
 KK1840  NAD 27      -  39 31 59.18169(N)    105 10 23.02120(W) AD(       ) 2
 KK1840  NGVD 29 (07/19/86) 2283.8    (m)         7493.     (f) VERT ANG       
 KK1840
 KK1840.Superseded values are not recommended for survey control.
 KK1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1840.See file dsdata.txt to determine how the superseded data were derived.
 KK1840
 KK1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8508175952(NAD 83)
 KK1840_MARKER: DD = SURVEY DISK
 KK1840_SETTING: 66 = SET IN ROCK OUTCROP
 KK1840
 KK1840  HISTORY     - Date     Condition        Report By
 KK1840  HISTORY     - 1977     MONUMENTED       CO-059
 KK1840
 KK1840                          STATION DESCRIPTION
 KK1840
 KK1840'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1840'THE STATION IS LOCATED 3/4 MILE SOUTHEAST OF PHILLIPSBURG IN
 KK1840'THE NORTHEAST 1/4 OF SECTION 13, T 6 S, R 70 W.  PERMISSION IS
 KK1840'GAINED FROM MAIN AND HOWE COMPANY, REALTORS, 1200 LINCOLN
 KK1840'STREET, DENVER, COLORADO, TELEPHONE NUMBER 303-573-7051.
 KK1840'THE PROPERTY IS CURRENTLY OWNED BY THIS COMPANY.
 KK1840'
 KK1840'TO REACH THE STATION FROM PHILLIPSBURG, GO SOUTH ON SOUTH DEER
 KK1840'CREEK ROAD 1.1 MILES TO INTER-CANYON FIRE HOUSE NUMBER 2.  TURN
 KK1840'LEFT ACROSS BRIDGE AND GO 2.4 MILES EAST AND THEN NORTH ON THE
 KK1840'MOST PROMINENT APPEARING ROAD.  TURN LEFT AND GO 0.3 MILE WEST.
 KK1840'TURN RIGHT ONTO A 4-WHEEL DRIVE ROAD AND GO NORTHWEST 0.4 MILE
 KK1840'THROUGH OFTEN BARELY DISCERNABLE CORRIDORS THROUGH SCRUB OAK
 KK1840'TO A CLEARING OF LESS THAN AN ACRE.  BEGIN THE TEN MINUTE PACK
 KK1840'NORTHWEST TO THE ROCK OUTCROP AT THE HIGHEST POINT 0.5 MILE
 KK1840'NORTH OF THE PEAK KNOWN AS WILDS PEAK, AND SLIGHTLY HIGHER
 KK1840'THAN IT.
 KK1840'
 KK1840'THE STATION MARK, STAMPED---114 JCMD 1977---, IS A 3-INCH
 KK1840'BRONZE DISK CEMENTED IN A DRILL HOLE AT THE HIGHEST POINT IN
 KK1840'THE BEDROCK OUTCROP.
 KK1840'
 KK1840'REFERENCE MARK 1, STAMPED---114 JCMD RM 1 1977---, IS A 3-INCH
 KK1840'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP.
 KK1840'
 KK1840'REFERENCE MARK 2, STAMPED---114 JCMD RM 2 1977---, IS A 3-INCH
 KK1840'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1939 ***********************************************************************
 KK1939  DESIGNATION -  115
 KK1939  PID         -  KK1939
 KK1939  STATE/COUNTY-  CO/JEFFERSON
 KK1939  USGS QUAD   -  PLATTE CANYON (1994)
 KK1939
 KK1939                         *CURRENT SURVEY CONTROL
 KK1939  ___________________________________________________________________
 KK1939* NAD 83(1992)-  39 27 09.80929(N)    105 09 26.30026(W)     ADJUSTED  
 KK1939* NAVD 88     -      2494.1    (meters)    8183.     (feet)  VERTCON   
 KK1939  ___________________________________________________________________
 KK1939  LAPLACE CORR-         -17.43  (seconds)                    DEFLEC99
 KK1939  GEOID HEIGHT-         -15.29  (meters)                     GEOID03
 KK1939
 KK1939  HORZ ORDER  -  SECOND
 KK1939
 KK1939.The horizontal coordinates were established by classical geodetic methods
 KK1939.and adjusted by the National Geodetic Survey in January 1993..
 KK1939
 KK1939.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1939
 KK1939.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1939
 KK1939.The geoid height was determined by GEOID03.
 KK1939
 KK1939;                    North         East     Units Scale Factor Converg.
 KK1939;SPC CO C     -   484,622.882   943,896.696   MT  0.99995471   +0 12 58.1
 KK1939;SPC CO C     - 1,589,966.91  3,096,767.74   sFT  0.99995471   +0 12 58.1
 KK1939;UTM  13      - 4,367,029.704   486,465.856   MT  0.99960226   -0 05 59.9
 KK1939
 KK1939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1939!SPC CO C     -   0.99961125  x   0.99995471  =   0.99956598
 KK1939!UTM  13      -   0.99961125  x   0.99960226  =   0.99921366
 KK1939
 KK1939:                Primary Azimuth Mark                     Grid Az
 KK1939:SPC CO C     -  WARREN PK                                004 41 12.0
 KK1939:UTM  13      -  WARREN PK                                005 00 10.0
 KK1939
 KK1939|---------------------------------------------------------------------|
 KK1939| PID    Reference Object                     Distance      Geod. Az  |
 KK1939|                                                           dddmmss.s |
 KK1939| KK1838 WARREN PK                           APPROX. 5.8 KM 0045410.1 |
 KK1939| CP6129 115 RM 1                              5.050 METERS 25217     |
 KK1939| CP6130 115 RM 2                              6.541 METERS 32516     |
 KK1939|---------------------------------------------------------------------|
 KK1939
 KK1939                          SUPERSEDED SURVEY CONTROL
 KK1939
 KK1939  NAD 83(1986)-  39 27 09.80535(N)    105 09 26.30112(W) AD(       ) 2
 KK1939  NAD 27      -  39 27 09.84307(N)    105 09 24.34306(W) AD(       ) 2
 KK1939  NGVD 29 (07/19/86) 2493.1    (m)         8179.     (f) VERT ANG       
 KK1939
 KK1939.Superseded values are not recommended for survey control.
 KK1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1939.See file dsdata.txt to determine how the superseded data were derived.
 KK1939
 KK1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8646667030(NAD 83)
 KK1939_MARKER: DD = SURVEY DISK
 KK1939_SETTING: 66 = SET IN ROCK OUTCROP
 KK1939
 KK1939  HISTORY     - Date     Condition        Report By
 KK1939  HISTORY     - 1977     MONUMENTED       CO-059
 KK1939
 KK1939                          STATION DESCRIPTION
 KK1939
 KK1939'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1939'THE STATION IS LOCATED 3.5 MILES SOUTHEAST OF CRITCHELL IN THE
 KK1939'SOUTHWEST 1/4 OF SECTION 7, T 7 S, R 69 W.
 KK1939'
 KK1939'TO REACH THE STATION GO SOUTH FROM CRITCHELL 5.5 MILES ON
 KK1939'KUEHSTER ROAD TO A POINT ABOUT 100 FEET BEYOND A CATTLE GUARD.
 KK1939'(HERE PERMISSION MUST BE GAINED.  DRIVE 0.5 MILE SOUTHEAST ON
 KK1939'KUEHSTER ROAD TO KUEHSTER RANCH OR CALL MR. JACK KUEHSTER,
 KK1939'303-697-4079).  BEGIN THE TEN MINUTE PACK SOUTH TO THE ROCK
 KK1939'OUTCROP AT THE HIGHEST POINT OF THE HILL.
 KK1939'
 KK1939'THE STATION MARK, STAMPED---115 JCMD 1977---, IS A 3-INCH
 KK1939'BRONZE DISK CEMENTED INTO A DRILL HOLE IN THE HIGHEST POINT OF
 KK1939'THE BEDROCK OUTCROP.
 KK1939'
 KK1939'REFERENCE MARK 1, STAMPED---115 JCMD RM 1 1977---, IS A 3-INCH
 KK1939'BRONZE DISK CEMENTED INTO A DRILL HOLE IN THE BEDROCK OUTCROP.
 KK1939'
 KK1939'REFERENCE MARK 2, STAMPED---115 JCMD RM 1 1977---, IS A 3-INCH
 KK1939'BRONZE DISK CEMENTED INTO A DRILL HOLE IN THE BEDROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0794 ***********************************************************************
 JL0794  DESIGNATION -  11515=ALPINE
 JL0794  PID         -  JL0794
 JL0794  STATE/COUNTY-  CO/GUNNISON
 JL0794  USGS QUAD   -  ALPINE PLATEAU (1983)
 JL0794
 JL0794                         *CURRENT SURVEY CONTROL
 JL0794  ___________________________________________________________________
 JL0794* NAD 83(1992)-  38 13 12.38030(N)    107 20 53.03917(W)     ADJUSTED  
 JL0794* NAVD 88     -      3510.     (meters)   11516.     (feet)  SCALED    
 JL0794  ___________________________________________________________________
 JL0794  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 JL0794  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 JL0794
 JL0794  HORZ ORDER  -  SECOND
 JL0794
 JL0794.The horizontal coordinates were established by classical geodetic methods
 JL0794.and adjusted by the National Geodetic Survey in January 1993..
 JL0794
 JL0794.The orthometric height was scaled from a topographic map.
 JL0794
 JL0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0794
 JL0794.The geoid height was determined by GEOID03.
 JL0794
 JL0794;                    North         East     Units Scale Factor Converg.
 JL0794;SPC CO C     -   349,382.083   752,570.521   MT  1.00005313   -1 09 56.0
 JL0794;SPC CO C     - 1,146,264.38  2,469,058.45   sFT  1.00005313   -1 09 56.0
 JL0794;SPC CO S     -   478,811.164   752,583.689   MT  0.99996803   -1 08 00.8
 JL0794;SPC CO S     - 1,570,899.63  2,469,101.65   sFT  0.99996803   -1 08 00.8
 JL0794;UTM  13      - 4,232,843.296   294,450.104   MT  1.00012037   -1 27 11.6
 JL0794
 JL0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0794!SPC CO C     -   0.99945190  x   1.00005313  =   0.99950501
 JL0794!SPC CO S     -   0.99945190  x   0.99996803  =   0.99941995
 JL0794!UTM  13      -   0.99945190  x   1.00012037  =   0.99957221
 JL0794
 JL0794|---------------------------------------------------------------------|
 JL0794| PID    Reference Object                     Distance      Geod. Az  |
 JL0794|                                                           dddmmss.s |
 JL0794| CM6847 ALPINE RM 1                          21.163 METERS 08433     |
 JL0794| CM6846 ALPINE AZ MK                                       1162521.8 |
 JL0794| CM6848 ALPINE RM 2                          18.566 METERS 33013     |
 JL0794|---------------------------------------------------------------------|
 JL0794
 JL0794                          SUPERSEDED SURVEY CONTROL
 JL0794
 JL0794  NAD 83(1986)-  38 13 12.37170(N)    107 20 53.04129(W) AD(       ) 2
 JL0794  NAD 27      -  38 13 12.39820(N)    107 20 50.83770(W) AD(       ) 2
 JL0794
 JL0794.Superseded values are not recommended for survey control.
 JL0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0794.See file dsdata.txt to determine how the superseded data were derived.
 JL0794
 JL0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC9445032843(NAD 83)
 JL0794_MARKER: DB = BENCH MARK DISK
 JL0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0794
 JL0794  HISTORY     - Date     Condition        Report By
 JL0794  HISTORY     - 1958     MONUMENTED       CGS
 JL0794
 JL0794                          STATION DESCRIPTION
 JL0794
 JL0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 JL0794'STATION IS ON THE HIGHEST PART OF ALPINE PLATEAU, NEAR THE
 JL0794'WEST END.  THE HILL IS GRASSY, FLAT AND SOME TIMBER.  THERE
 JL0794'WAS TWO TREES CUT ON LINE TO STATION JACKSON.  IT IS ABOUT
 JL0794'13-1/2 MILES NORTH OF LAKE CITY.
 JL0794'
 JL0794'TO REACH FROM THE POST OFFICE IN LAKE CITY, GO EAST FOR ONE
 JL0794'BLOCK TO THE JUNCTION OF STATE HIGHWAY 149.  TURN LEFT, NORTH,
 JL0794'ON STATE HIGHWAY 149 FOR 7.6 MILES TO A FORK.  THEN RIGHT,
 JL0794'NORTH, CONTINUE ON STATE HIGHWAY 149 FOR 3.35 MILES TO A
 JL0794'SIDE ROAD LEFT AT SIGN ALPINE RANGER STATION 10.  TURN LEFT,
 JL0794'WESTERLY, ON GRADED ROAD FOR 1.0 MILE TO A CATTLE GUARD.
 JL0794'CONTINUE ON GRADED ROAD FOR 1.7 MILES TO A FORK.  TAKE RIGHT
 JL0794'FORK, WESTERLY, ON GRADED ROAD FOR 3.2 MILES TO A CATTLE
 JL0794'GUARD.  CONTINUE ON GRADED ROAD FOR 2.6 MILES TO A SIDE
 JL0794'ROAD RIGHT AND A POLE CORRAL ON THE RIGHT.  TURN RIGHT, ON
 JL0794'TRACK ROAD 0.15 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE
 JL0794'PACK NORTH FOR ABOUT 0.5 MILE TO THE TOP OF RIDGE, HERE
 JL0794'PACK NORTHEAST FOR ABOUT 0.15 MILE, HERE TURN LEFT, NORTH
 JL0794'THROUGH HEAVY TIMBER FOR ABOUT 0.15 MILE THEN YOU COME OUT
 JL0794'IN THE OPEN, CONTINUE NORTH, FOR ABOUT 0.9 MILE TO THE
 JL0794'HIGHEST POINT AND STATION.  (ABOUT 1-1/2 HOUR PACK.)
 JL0794'AZIMUTH MARK IS ON ABOUT THE SAME ELEVATION AS THE
 JL0794'STATION.  TO REACH THE AZIMUTH MARK FORM THE STATION, GO
 JL0794'SOUTHEAST IN OPENING FOR ABOUT 0.25 MILE.
 JL0794'
 JL0794'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 JL0794'STAMPED 11515, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
 JL0794'POST PROJECTING 1 INCH.  IT IS 75 FEET NORTHWEST OF A 14 INCH
 JL0794'PINE TREE WITH A TRIANGLE BLAZE ON THE SOUTH SIDE.  NO WITNESS
 JL0794'POST WAS SET.
 JL0794'
 JL0794'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ALPINE USGS
 JL0794'NO 1 1958, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK MEASURING
 JL0794'4 X 2-1/2 FEET AND PROJECTING 7 INCHES.  IT IS 24 FEET NORTH
 JL0794'OF THE TRIANGLE BLAZED TREE.
 JL0794'
 JL0794'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ALPINE USGS
 JL0794'NO 2 1958, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK MEASURING
 JL0794'3 X 1 FEET AND PROJECTING 4 INCHES.  IT IS 126 FEET NORTHWEST
 JL0794'OF THE TRIANGLE BLAZED TREE.
 JL0794'
 JL0794'AZIMUTH MARK IS A STANDARD DISK, STAMPED ALPINE USGS 1958,
 JL0794'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK MEASURING 4 X 3-1/2
 JL0794'FEET AND PROJECTING 7 INCHES.  IT IS 1 FOOT NORTHEAST OF A
 JL0794'3 FOOT HIGH CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1383 ***********************************************************************
 LL1383  DESIGNATION -  11635 VA
 LL1383  PID         -  LL1383
 LL1383  STATE/COUNTY-  CO/LARIMER
 LL1383  USGS QUAD   -  COMANCHE PEAK (1962)
 LL1383
 LL1383                         *CURRENT SURVEY CONTROL
 LL1383  ___________________________________________________________________
 LL1383* NAD 83(1992)-  40 36 55.34786(N)    105 39 46.91810(W)     ADJUSTED  
 LL1383* NAVD 88     -      3550.     (meters)   11647.     (feet)  SCALED    
 LL1383  ___________________________________________________________________
 LL1383  LAPLACE CORR-         -11.32  (seconds)                    DEFLEC99
 LL1383  GEOID HEIGHT-         -11.49  (meters)                     GEOID03
 LL1383
 LL1383  HORZ ORDER  -  SECOND
 LL1383
 LL1383.The horizontal coordinates were established by classical geodetic methods
 LL1383.and adjusted by the National Geodetic Survey in January 1993..
 LL1383
 LL1383.The orthometric height was scaled from a topographic map.
 LL1383
 LL1383.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1383
 LL1383.The geoid height was determined by GEOID03.
 LL1383
 LL1383;                    North         East     Units Scale Factor Converg.
 LL1383;SPC CO N     -   447,162.080   900,605.931   MT  0.99997706   -0 06 19.2
 LL1383;SPC CO N     - 1,467,064.26  2,954,737.96   sFT  0.99997706   -0 06 19.2
 LL1383;UTM  13      - 4,496,272.655   443,914.842   MT  0.99963872   -0 25 53.9
 LL1383
 LL1383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1383!SPC CO N     -   0.99944516  x   0.99997706  =   0.99942223
 LL1383!UTM  13      -   0.99944516  x   0.99963872  =   0.99908408
 LL1383
 LL1383                          SUPERSEDED SURVEY CONTROL
 LL1383
 LL1383  NAD 83(1986)-  40 36 55.34208(N)    105 39 46.91230(W) AD(       ) 2
 LL1383  NAD 27      -  40 36 55.41100(N)    105 39 44.90000(W) AD(       ) 2
 LL1383
 LL1383.Superseded values are not recommended for survey control.
 LL1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1383.See file dsdata.txt to determine how the superseded data were derived.
 LL1383
 LL1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE4391596273(NAD 83)
 LL1383_MARKER: DD = SURVEY DISK
 LL1383_SETTING: 80 = SET IN A BOULDER
 LL1383_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LL1383
 LL1383  HISTORY     - Date     Condition        Report By
 LL1383  HISTORY     - 1949     MONUMENTED       USGS
 LL1383
 LL1383                          STATION DESCRIPTION
 LL1383
 LL1383'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 LL1383'A U.S. GEOLOGICAL SURVEY BENCH MARK IS APPROXIMATELY 3 FEET
 LL1383'HIGHER THAN THE STATION, 5 FEET EAST OF THE BASE OF A LARGE
 LL1383'CAIRN, SET IN A DRILL HOLE IN A BOULDER, PROJECTS 1 FOOT,
 LL1383'AND IS STAMPED, 11635 VA.
 LL1383'
 LL1383'TO REACH FROM THE JUNCTION U.S. HIGHWAY 287 AND STATE HIGHWAY
 LL1383'14, WHICH IS NORTH OF FORT COLLINS, GO WESTERLY ON STATE
 LL1383'HIGHWAY 14 FOR 26.6 MILES TO A FORK AND SIGN, SKY RANCH 18 ETC.
 LL1383'TAKE THE RIGHT FORK FOR 5.2 MILES TO THE GLEN ECHO STORE AT
 LL1383'RUSTIC.  CONTINUE FOR 1.2 MILE TO A SIDE ROAD LEFT AT SIGN,
 LL1383'U BAR U RANCH.  TURN LEFT AND GO 0.1 MILE TO THE U BAR U
 LL1383'RANCH AND THE END OF TRUCK TRAVEL.  PACK HORSES CAN BE OBTAINED
 LL1383'AT THIS RANCH.  FROM THE RANCH HOUSE FOLLOW A GOOD TRAIL
 LL1383'UP DRAW SOUTHERLY FOR ABOUT 0.5 MILE TO A FORK.  TAKE THE
 LL1383'LEFT FORK UP STEEP HILL AND FOLLOW MAIN TRAIL TO TOP OF HILL
 LL1383'AT A SMALL CORRAL.  CONTIUE STRAIGHT AHEAD PASSING TO THE
 LL1383'RIGHT OF AN OLD LOG CABIN AND CONTINUE ON MAIN TRAIL THAT
 LL1383'CROSSES TO THE LEFT SIDE OF DRAW AND CONTINUES ALONG THE
 LL1383'RIGHT SIDE OF FENCE LINE TO A TRIANGLE BLAZE ON PINE TREE AT
 LL1383'GATE.  PASS THROUGH GATE THENCE RIGHT ALONG FENCE LINE
 LL1383'FOR ABOUT 200 YARDS TO A TRIANGLE BLAZE AND FORK.  TAKE
 LL1383'THE LEFT FORK THAT GOES UP AND OVER A SMALL HILL AND DOWN
 LL1383'TO A CROSSTRAIL.  CONTINUE STRAIGHT AHEAD, CROSSING A SMALL
 LL1383'STREAM AND FOLLOW TRAIL THAT GOES UP STEEP HILL AND
 LL1383'CONTINUES WESTERLY FOR ABOUT 2.0 MILES TO TOP OF HILL
 LL1383'AND SIGN, LITTLE BEAVER 2 RUSTIC 5 AND AN OLD SHEEP
 LL1383'TRAIL THAT RUNS ALONG THE RIDGE.  TURN RIGHT AND
 LL1383'FOLLOW SHEEP TRAIL WHICH IS BLAZED FOR APPROXIMATELY 3 MILES
 LL1383'TO TIMBER LINE.  HERE BEAR LEFT TOWARD SADDLE BETWEEN TWO
 LL1383'HIGH HILLS THENCE LEFT UP SLOPE TO A ROCKY POINT AND
 LL1383'AZIMUTH.  CONTINUE UP RIDGE TO THE HIGHEST POINT AND STATION
 LL1383'AS DESCRIBED ABOVE.  A 5-HOUR HORSE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0764 ***********************************************************************
 LL0764  DESIGNATION -  11798
 LL0764  PID         -  LL0764
 LL0764  STATE/COUNTY-  CO/LARIMER
 LL0764  USGS QUAD   -  FALL RIVER PASS (1977)
 LL0764
 LL0764                         *CURRENT SURVEY CONTROL
 LL0764  ___________________________________________________________________
 LL0764* NAD 83(1986)-  40 26 27.     (N)    105 45 17.     (W)     SCALED    
 LL0764* NAVD 88     -      3597.078  (meters)   11801.41   (feet)  ADJUSTED  
 LL0764  ___________________________________________________________________
 LL0764  GEOID HEIGHT-         -11.43  (meters)                     GEOID03
 LL0764  DYNAMIC HT  -        3592.641 (meters)   11786.86  (feet)  COMP
 LL0764  MODELED GRAV-     979,257.8   (mgal)                       NAVD 88
 LL0764
 LL0764  VERT ORDER  -  SECOND    CLASS 0
 LL0764
 LL0764.The horizontal coordinates were scaled from a topographic map and have
 LL0764.an estimated accuracy of +/- 6 seconds.
 LL0764
 LL0764.The orthometric height was determined by differential leveling
 LL0764.and adjusted by the National Geodetic Survey in June 1991..
 LL0764
 LL0764.The geoid height was determined by GEOID03.
 LL0764
 LL0764.The dynamic height is computed by dividing the NAVD 88
 LL0764.geopotential number by the normal gravity value computed on the
 LL0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0764.degrees latitude (g = 980.6199 gals.).
 LL0764
 LL0764.The modeled gravity was interpolated from observed gravity values.
 LL0764
 LL0764;                    North         East    Units  Estimated Accuracy
 LL0764;SPC CO N     -   427,800.      892,790.      MT  (+/- 180 meters Scaled)
 LL0764
 LL0764                          SUPERSEDED SURVEY CONTROL
 LL0764
 LL0764  NGVD 29 (??/??/92) 3595.406  (m)        11795.93   (f) ADJ UNCH    2 0
 LL0764
 LL0764.Superseded values are not recommended for survey control.
 LL0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0764.See file dsdata.txt to determine how the superseded data were derived.
 LL0764
 LL0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE359769(NAD 83)
 LL0764_MARKER: DD = SURVEY DISK
 LL0764_SETTING: 80 = SET IN A BOULDER
 LL0764_STAMPING: 11798
 LL0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0764+STABILITY: SURFACE MOTION
 LL0764
 LL0764  HISTORY     - Date     Condition        Report By
 LL0764  HISTORY     - UNK      MONUMENTED       USGS
 LL0764  HISTORY     - 1938     GOOD             NGS
 LL0764
 LL0764                          STATION DESCRIPTION
 LL0764
 LL0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 LL0764'10.4 MI W FROM ESTES PARK.
 LL0764'4.3 MILES WEST ALONG MORINE PARK ROAD FROM THE POST OFFICE AT
 LL0764'ESTES PARK, LARIMER COUNTY, THENCE 6.1 MILES NORTHWEST ALONG
 LL0764'TRAIL RIDGE ROAD TO HORSESHOE PARK, AND THENCE 11.0 MILES
 LL0764'NORTHWEST ALONG FALL RIVER ROAD, NEAR THE CENTER OF SW 1/4
 LL0764'SEC. 36, T. 6 N., R. 75 W., SIXTH PRINCIPAL MERIDIAN, MIDWAY
 LL0764'BETWEEN THE NATIONAL PARK MUSEUM AND RANGER STATION, AT THE
 LL0764'TOP OF FALL RIVER PASS, 30 FEET SOUTH OF THE SOUTH EDGE OF
 LL0764'FALL RIVER PASS PARKING AREA, AND ON THE TOP OF A LARGE LIGHT
 LL0764'COLORED GRANITE BOULDER.  A UNITED STATES GEOLOGICAL SURVEY
 LL0764'STANDARD DISK, STAMPED 11798.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1982 ***********************************************************************
 KK1982  DESIGNATION -  119
 KK1982  PID         -  KK1982
 KK1982  STATE/COUNTY-  CO/JEFFERSON
 KK1982  USGS QUAD   -  BAILEY (1987)
 KK1982
 KK1982                         *CURRENT SURVEY CONTROL
 KK1982  ___________________________________________________________________
 KK1982* NAD 83(1992)-  39 25 17.85867(N)    105 22 40.35206(W)     ADJUSTED  
 KK1982* NAVD 88     -      2407.3    (meters)    7898.     (feet)  VERTCON   
 KK1982  ___________________________________________________________________
 KK1982  LAPLACE CORR-         -13.23  (seconds)                    DEFLEC99
 KK1982  GEOID HEIGHT-         -13.82  (meters)                     GEOID03
 KK1982
 KK1982  HORZ ORDER  -  SECOND
 KK1982
 KK1982.The horizontal coordinates were established by classical geodetic methods
 KK1982.and adjusted by the National Geodetic Survey in January 1993..
 KK1982
 KK1982.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1982
 KK1982.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1982
 KK1982.The geoid height was determined by GEOID03.
 KK1982
 KK1982;                    North         East     Units Scale Factor Converg.
 KK1982;SPC CO C     -   481,121.929   924,917.443   MT  0.99995153   +0 04 37.3
 KK1982;SPC CO C     - 1,578,480.86  3,034,499.98   sFT  0.99995153   +0 04 37.3
 KK1982;UTM  13      - 4,363,634.838   467,474.128   MT  0.99961303   -0 14 23.9
 KK1982
 KK1982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1982!SPC CO C     -   0.99962463  x   0.99995153  =   0.99957618
 KK1982!UTM  13      -   0.99962463  x   0.99961303  =   0.99923781
 KK1982
 KK1982|---------------------------------------------------------------------|
 KK1982| PID    Reference Object                     Distance      Geod. Az  |
 KK1982|                                                           dddmmss.s |
 KK1982| CP6131 119 RM 1                              3.521 METERS 04921     |
 KK1982| CP6132 119 RM 2                             13.317 METERS 31535     |
 KK1982| KK1983 BUCKLEY                             APPROX. 3.7 KM 3351620.6 |
 KK1982|---------------------------------------------------------------------|
 KK1982
 KK1982                          SUPERSEDED SURVEY CONTROL
 KK1982
 KK1982  NAD 83(1986)-  39 25 17.85507(N)    105 22 40.35403(W) AD(       ) 2
 KK1982  NAD 27      -  39 25 17.89005(N)    105 22 38.36681(W) AD(       ) 2
 KK1982  NGVD 29 (07/19/86) 2406.1    (m)         7894.     (f) VERT ANG       
 KK1982
 KK1982.Superseded values are not recommended for survey control.
 KK1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1982.See file dsdata.txt to determine how the superseded data were derived.
 KK1982
 KK1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD6747463635(NAD 83)
 KK1982_MARKER: DD = SURVEY DISK
 KK1982_SETTING: 0 = UNSPECIFIED SETTING
 KK1982
 KK1982  HISTORY     - Date     Condition        Report By
 KK1982  HISTORY     - 1977     MONUMENTED       CO-059
 KK1982
 KK1982                          STATION DESCRIPTION
 KK1982
 KK1982'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1982'THE STATION IS LOCATED LESS THAN ONE MILES EAST OF THE
 KK1982'JEFFERSON-PARK COUNTY LINE, 3 MILES SOUTH OF PINE JUNCTION AND
 KK1982'U.S. HIGHWAY 285, 1/6 MILE SOUTH OF THE CENTER OF SECTION 19, T
 KK1982'7S, R 71 W.
 KK1982'
 KK1982'TO REACH THE STATION FROM PINE JUNCTION, GO WEST ON U.S.
 KK1982'HIGHWAY 285 FOR 0.4 MILE TO A ROAD TO THE SOUTH MARKED
 KK1982'(WANDCREST PARK).  TURN LEFT ONTO THIS ROAD AND GO SOUTH 2.2
 KK1982'MILES TO THE SECOND CLUSTER OF MAIL BOXES AND OWNER NAME SIGNS.
 KK1982'GO 0.2 MILE TO THE PARK SUPERINTENDENTS HOUSE.  GAIN
 KK1982'PERMISSION AND KEY HERE.  ONCE PERMISSION AND KEY IS GAINED,
 KK1982'RETURN TO THE CLUSTER OF MAIL BOXES.  FROM HERE CONTINUE 0.5
 KK1982'MILE TO A LOCKED GATE.  PASS THROUGH THE GATE, CONTINUE 1.3
 KK1982'MILES TO THE END OF THE ROAD.  ROAD ENDS ON AN EAST-WEST
 KK1982'RIDGE.  BEGIN A FIVE MINUTE PACK ALONG THE CREST OF THE RIDGE
 KK1982'FOR 0.25 MILE EAST TO A SMALL CLEARING.
 KK1982'
 KK1982'THE STATION MARK, STAMPED---119 JCMD 1977---, IS A 3-INCH
 KK1982'BRONZE DISK SET IN CONCRETE FLUSH WITH SURFACE LEVEL ON THE
 KK1982'CENTER OF A LONG, NARROW, WOODED EAST-WEST RIDGE, NEAR THE
 KK1982'EAST EDGE OF AN 80-FOOT DIAMETER CLEARING, 3.3 FEET EAST OF
 KK1982'AN 18-INCH DIAMETER BOULDER, AND 14.7 FEET WEST-SOUTHWEST
 KK1982'OF A 6-INCH LONE PINE TREE.
 KK1982'
 KK1982'REFERENCE MARK 1, STAMPED---119 RM 1 1977---, IS A 3-INCH
 KK1982'BRONZE DISK CEMENTED IN A DRILL HOLE AT THE EAST EDGE OF A
 KK1982'5-FOOT DIAMETER BY 6-INCH HIGH GRANITE DOME 3 FEET WEST OF
 KK1982'A LONE PINE TREE.
 KK1982'
 KK1982'REFERENCE MARK 2, STAMPED---119 JCMD RM 2 1977---, IS A
 KK1982'3-INCH BRONZE DISK CEMENTED IN A DRILL HOLE IN A 3-FOOT
 KK1982'DIAMETER BY 1-FOOT HIGH GRANITE DOME, 7 FEET EAST OF A
 KK1982'12-INCH SPRUCE TREE, AND 4 FEET EAST OF A 3-INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0625 ***********************************************************************
 LM0625  DESIGNATION -  11949
 LM0625  PID         -  LM0625
 LM0625  STATE/COUNTY-  CO/JACKSON
 LM0625  USGS QUAD   -  MOUNT ETHEL (1975)
 LM0625
 LM0625                         *CURRENT SURVEY CONTROL
 LM0625  ___________________________________________________________________
 LM0625* NAD 83(1992)-  40 38 52.91380(N)    106 40 48.74893(W)     ADJUSTED  
 LM0625* NAVD 88     -      3636.     (meters)   11929.     (feet)  SCALED    
 LM0625  ___________________________________________________________________
 LM0625  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 LM0625  GEOID HEIGHT-         -11.76  (meters)                     GEOID03
 LM0625
 LM0625  HORZ ORDER  -  SECOND
 LM0625
 LM0625.The horizontal coordinates were established by classical geodetic methods
 LM0625.and adjusted by the National Geodetic Survey in January 1993..
 LM0625
 LM0625.The orthometric height was scaled from a topographic map.
 LM0625
 LM0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0625
 LM0625.The geoid height was determined by GEOID03.
 LM0625
 LM0625;                    North         East     Units Scale Factor Converg.
 LM0625;SPC CO N     -   451,440.071   814,583.331   MT  0.99998084   -0 45 45.3
 LM0625;SPC CO N     - 1,481,099.63  2,672,512.15   sFT  0.99998084   -0 45 45.3
 LM0625;UTM  13      - 4,501,043.507   357,939.787   MT  0.99984841   -1 05 40.9
 LM0625
 LM0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0625!SPC CO N     -   0.99943184  x   0.99998084  =   0.99941270
 LM0625!UTM  13      -   0.99943184  x   0.99984841  =   0.99928034
 LM0625
 LM0625                          SUPERSEDED SURVEY CONTROL
 LM0625
 LM0625  NAD 83(1986)-  40 38 52.91015(N)    106 40 48.74429(W) AD(       ) 2
 LM0625  NAD 27      -  40 38 53.00100(N)    106 40 46.59700(W) AD(       ) 2
 LM0625
 LM0625.Superseded values are not recommended for survey control.
 LM0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0625.See file dsdata.txt to determine how the superseded data were derived.
 LM0625
 LM0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF5794001044(NAD 83)
 LM0625_MARKER: DD = SURVEY DISK
 LM0625_SETTING: 80 = SET IN A BOULDER
 LM0625_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LM0625
 LM0625  HISTORY     - Date     Condition        Report By
 LM0625  HISTORY     - 1949     MONUMENTED       USGS
 LM0625
 LM0625                          STATION DESCRIPTION
 LM0625
 LM0625'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 LM0625'THE STATION IS LOCATED ON THE HIGHEST POINT OF A ROCK PROMINENCE
 LM0625'ON MT. ETHEL, A PROMINENT BARE MOUNTAIN ON THE CONTINENTAL DIVIDE,
 LM0625'ABOUT 21.5 MILES AIR LINE WEST-SOUTHWEST OF WALDEN, ABOUT 14.0
 LM0625'MILES AIR LINE NORTHEAST OF STEAMBOAT SPRINGS AND ABOUT 7.0 MILES
 LM0625'AIR LINE NORTH OF BUFFALO PASS.  THE STATION MARK IS 10 FEET
 LM0625'SOUTHWEST OF AND ABOUT 3 FEET LOWER THAN THE HIGHEST
 LM0625'POINT ON MT. ETHEL, FLUSH WITH THE GROUND AND STAMPED, ETHEL 1949.
 LM0625'
 LM0625'MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET IN
 LM0625'A BOULDER ON THE HIGHEST POINT OF MOUNTAIN, PROJECTS 3 FEET AND
 LM0625'HAS 11940 SCRATCHED ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0560 ***********************************************************************
 HL0560  DESIGNATION -  11970
 HL0560  PID         -  HL0560
 HL0560  STATE/COUNTY-  CO/MINERAL
 HL0560  USGS QUAD   -  SOUTH RIVER PEAK (1986)
 HL0560
 HL0560                         *CURRENT SURVEY CONTROL
 HL0560  ___________________________________________________________________
 HL0560* NAD 83(1992)-  37 33 37.29932(N)    106 59 54.30051(W)     ADJUSTED  
 HL0560* NAVD 88     -      3649.90   (+/-2cm)   11974.7    (feet)  VERTCON   
 HL0560  ___________________________________________________________________
 HL0560  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 HL0560  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 HL0560
 HL0560  HORZ ORDER  -  THIRD
 HL0560  VERT ORDER  -  THIRD ? (See Below)
 HL0560
 HL0560.The horizontal coordinates were established by classical geodetic methods
 HL0560.and adjusted by the National Geodetic Survey in January 1993..
 HL0560
 HL0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0560.The vertical order pertains to the NGVD 29 superseded value.
 HL0560
 HL0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0560
 HL0560.The geoid height was determined by GEOID03.
 HL0560
 HL0560;                    North         East     Units Scale Factor Converg.
 HL0560;SPC CO S     -   405,047.755   782,021.790   MT  0.99995675   -0 55 08.7
 HL0560;SPC CO S     - 1,328,894.18  2,565,683.16   sFT  0.99995675   -0 55 08.7
 HL0560;UTM  13      - 4,158,914.866   323,492.798   MT  0.99998376   -1 13 06.8
 HL0560
 HL0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0560!SPC CO S     -   0.99943003  x   0.99995675  =   0.99938680
 HL0560!UTM  13      -   0.99943003  x   0.99998376  =   0.99941380
 HL0560
 HL0560:                Primary Azimuth Mark                     Grid Az
 HL0560:SPC CO S     -  SOUTH RIVER                              045 20 08.4
 HL0560:UTM  13      -  SOUTH RIVER                              045 38 06.5
 HL0560
 HL0560|---------------------------------------------------------------------|
 HL0560| PID    Reference Object                     Distance      Geod. Az  |
 HL0560|                                                           dddmmss.s |
 HL0560| HL0562 SOUTH RIVER                         APPROX. 2.1 KM 0442459.7 |
 HL0560|---------------------------------------------------------------------|
 HL0560
 HL0560                          SUPERSEDED SURVEY CONTROL
 HL0560
 HL0560  NAD 83(1986)-  37 33 37.29750(N)    106 59 54.30407(W) AD(       ) 3
 HL0560  NAD 27      -  37 33 37.27415(N)    106 59 52.12774(W) AD(       ) 3
 HL0560  NGVD 29 (07/19/86) 3648.04   (m)        11968.6    (f) LEVELING    3  
 HL0560
 HL0560.Superseded values are not recommended for survey control.
 HL0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0560.See file dsdata.txt to determine how the superseded data were derived.
 HL0560
 HL0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB2349358915(NAD 83)
 HL0560_MARKER: DD = SURVEY DISK
 HL0560_SETTING: 66 = SET IN ROCK OUTCROP
 HL0560_SP_SET: SET IN ROCK OUTCROP
 HL0560_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0560+STABILITY: POSITION/ELEVATION WELL
 HL0560
 HL0560  HISTORY     - Date     Condition        Report By
 HL0560  HISTORY     - 1954     MONUMENTED       USGS
 HL0560
 HL0560                          STATION DESCRIPTION
 HL0560
 HL0560'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 HL0560'STATION APPROXIMATELY 19.0 MI. S. AND 4.3 MI. W. OF CREEDE, MINERAL
 HL0560'COUNTY, COLORADO, IN SEC. 5, T 38 N, R 1 W, AND IS LOCATED ON TOP
 HL0560'OF ROCKY POINT N. OF DIVIDE BETWEEN SAN JUAN AND PIEDRA RIVER.
 HL0560'
 HL0560'STATION MARK--STANDARD TABLET, STAMPED ---11970---, SET IN SOLID
 HL0560'ROCK.
 HL0560'
 HL0560'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1081 ***********************************************************************
 JK1081  DESIGNATION -  11B
 JK1081  PID         -  JK1081
 JK1081  STATE/COUNTY-  CO/PUEBLO
 JK1081  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1081
 JK1081                         *CURRENT SURVEY CONTROL
 JK1081  ___________________________________________________________________
 JK1081* NAD 83(1992)-  38 25 23.29801(N)    104 22 26.96692(W)     ADJUSTED  
 JK1081* NAVD 88     -      1505.48   (+/-2cm)    4939.2    (feet)  VERTCON   
 JK1081  ___________________________________________________________________
 JK1081  LAPLACE CORR-          -4.82  (seconds)                    DEFLEC99
 JK1081  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 JK1081
 JK1081  HORZ ORDER  -  SECOND
 JK1081  VERT ORDER  -  THIRD ? (See Below)
 JK1081
 JK1081.The horizontal coordinates were established by classical geodetic methods
 JK1081.and adjusted by the National Geodetic Survey in January 1993..
 JK1081
 JK1081.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1081.The vertical order pertains to the NGVD 29 superseded value.
 JK1081
 JK1081.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1081
 JK1081.The geoid height was determined by GEOID03.
 JK1081
 JK1081;                    North         East     Units Scale Factor Converg.
 JK1081;SPC CO S     -   500,339.588 1,012,713.902   MT  0.99999816   +0 41 26.0
 JK1081;SPC CO S     - 1,641,530.80  3,322,545.53   sFT  0.99999816   +0 41 26.0
 JK1081;UTM  13      - 4,252,950.220   554,630.330   MT  0.99963675   +0 23 20.2
 JK1081
 JK1081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1081!SPC CO S     -   0.99976694  x   0.99999816  =   0.99976510
 JK1081!UTM  13      -   0.99976694  x   0.99963675  =   0.99940378
 JK1081
 JK1081|---------------------------------------------------------------------|
 JK1081| PID    Reference Object                     Distance      Geod. Az  |
 JK1081|                                                           dddmmss.s |
 JK1081| JK1079 11                                  389.422 METERS 16304     |
 JK1081|---------------------------------------------------------------------|
 JK1081
 JK1081                          SUPERSEDED SURVEY CONTROL
 JK1081
 JK1081  NAD 83(1986)-  38 25 23.28572(N)    104 22 26.96213(W) AD(       ) 2
 JK1081  NAD 27      -  38 25 23.29222(N)    104 22 25.07656(W) AD(       ) 2
 JK1081  NGVD 29 (07/19/86) 1504.63   (m)         4936.4    (f) LEVELING    3  
 JK1081
 JK1081.Superseded values are not recommended for survey control.
 JK1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1081.See file dsdata.txt to determine how the superseded data were derived.
 JK1081
 JK1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5463052950(NAD 83)
 JK1081
 JK1081  HISTORY     - Date     Condition        Report By
 JK1081  HISTORY     - UNK      MONUMENTED
 JK1081  HISTORY     - 1975     GOOD             NGS
 JK1081
 JK1081                          STATION DESCRIPTION
 JK1081
 JK1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1081'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1081'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1081'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS ON
 JK1081'THE WESTERN SLOPE OF A SLIGHT RISE IN OPEN PASTURE LAND, ABOUT
 JK1081'5 MILES WEST-SOUTHWEST OF THE FEDERAL HEADQUARTERS BUILDING, 35
 JK1081'FEET WEST OF A NORTH-SOUTH TRACK ROAD AND ALONG THE SOUTHWEST LIMB
 JK1081'OF THE PROPOSED HIGH SPEED TRACK.
 JK1081'
 JK1081'A STANDARD TRAVERSE STATION MARK DISK, SET IN THE TOP OF A
 JK1081'ROUND CONCRETE MONUMENT 5 FEET INTO THE GROUND AND PROJECTING
 JK1081'ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0467 ***********************************************************************
 HJ0467  DESIGNATION -  12 CFD
 HJ0467  PID         -  HJ0467
 HJ0467  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0467  USGS QUAD   -  ROCK CROSSING (1993)
 HJ0467
 HJ0467                         *CURRENT SURVEY CONTROL
 HJ0467  ___________________________________________________________________
 HJ0467* NAD 83(1986)-  37 25 03.     (N)    103 56 05.     (W)     SCALED    
 HJ0467* NAVD 88     -      1554.072  (meters)    5098.65   (feet)  ADJUSTED  
 HJ0467  ___________________________________________________________________
 HJ0467  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 HJ0467  DYNAMIC HT  -        1552.333 (meters)    5092.95  (feet)  COMP
 HJ0467  MODELED GRAV-     979,456.5   (mgal)                       NAVD 88
 HJ0467
 HJ0467  VERT ORDER  -  THIRD
 HJ0467
 HJ0467.The horizontal coordinates were scaled from a topographic map and have
 HJ0467.an estimated accuracy of +/- 6 seconds.
 HJ0467
 HJ0467.The orthometric height was determined by differential leveling
 HJ0467.and adjusted by the National Geodetic Survey in August 1995..
 HJ0467
 HJ0467.The geoid height was determined by GEOID03.
 HJ0467
 HJ0467.The dynamic height is computed by dividing the NAVD 88
 HJ0467.geopotential number by the normal gravity value computed on the
 HJ0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0467.degrees latitude (g = 980.6199 gals.).
 HJ0467
 HJ0467.The modeled gravity was interpolated from observed gravity values.
 HJ0467
 HJ0467;                    North         East    Units  Estimated Accuracy
 HJ0467;SPC CO S     -   389,290.    1,052,950.      MT  (+/- 180 meters Scaled)
 HJ0467
 HJ0467                          SUPERSEDED SURVEY CONTROL
 HJ0467
 HJ0467.No superseded survey control is available for this station.
 HJ0467
 HJ0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB942417(NAD 83)
 HJ0467_MARKER: DB = BENCH MARK DISK
 HJ0467_SETTING: 66 = SET IN ROCK OUTCROP
 HJ0467_SP_SET: BEDROCK
 HJ0467_STAMPING: 12 CFD 1970
 HJ0467_MARK LOGO: USGS  
 HJ0467_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HJ0467_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HJ0467+STABILITY: POSITION/ELEVATION WELL
 HJ0467
 HJ0467  HISTORY     - Date     Condition        Report By
 HJ0467  HISTORY     - 1970     MONUMENTED       USGS
 HJ0467
 HJ0467                          STATION DESCRIPTION
 HJ0467
 HJ0467'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HJ0467'FROM HOUGHTON, PROCEED 13.6 MILES (21.9 KM) SOUTHEAST ALONG A COUNTY
 HJ0467'ROAD KNOWN AS PIPELINE ROAD, 45 FEET (13.7 M) SOUTHWEST OF ROAD
 HJ0467'SUMMIT, AT A ROCK OUTCROP, AND SET IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0564 ***********************************************************************
 KJ0564  DESIGNATION -  12 GDD
 KJ0564  PID         -  KJ0564
 KJ0564  STATE/COUNTY-  CO/LINCOLN
 KJ0564  USGS QUAD   -  ELBA SW (1977)
 KJ0564
 KJ0564                         *CURRENT SURVEY CONTROL
 KJ0564  ___________________________________________________________________
 KJ0564* NAD 83(1986)-  39 47 05.     (N)    103 13 10.     (W)     SCALED    
 KJ0564* NAVD 88     -      1476.424  (meters)    4843.90   (feet)  ADJUSTED  
 KJ0564  ___________________________________________________________________
 KJ0564  GEOID HEIGHT-         -20.60  (meters)                     GEOID03
 KJ0564  DYNAMIC HT  -        1475.113 (meters)    4839.60  (feet)  COMP
 KJ0564  MODELED GRAV-     979,686.8   (mgal)                       NAVD 88
 KJ0564
 KJ0564  VERT ORDER  -  THIRD
 KJ0564
 KJ0564.The horizontal coordinates were scaled from a topographic map and have
 KJ0564.an estimated accuracy of +/- 6 seconds.
 KJ0564
 KJ0564.The orthometric height was determined by differential leveling
 KJ0564.and adjusted by the National Geodetic Survey in June 1991..
 KJ0564
 KJ0564.The geoid height was determined by GEOID03.
 KJ0564
 KJ0564.The dynamic height is computed by dividing the NAVD 88
 KJ0564.geopotential number by the normal gravity value computed on the
 KJ0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0564.degrees latitude (g = 980.6199 gals.).
 KJ0564
 KJ0564.The modeled gravity was interpolated from observed gravity values.
 KJ0564
 KJ0564;                    North         East    Units  Estimated Accuracy
 KJ0564;SPC CO C     -   523,880.    1,109,740.      MT  (+/- 180 meters Scaled)
 KJ0564
 KJ0564                          SUPERSEDED SURVEY CONTROL
 KJ0564
 KJ0564.No superseded survey control is available for this station.
 KJ0564
 KJ0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFE524053(NAD 83)
 KJ0564_MARKER: DB = BENCH MARK DISK
 KJ0564_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KJ0564_SP_SET: COPPER-CLAD STEEL ROD
 KJ0564_STAMPING: GDD 12 1972
 KJ0564_MARK LOGO: USGS  
 KJ0564_PROJECTION: FLUSH
 KJ0564_MAGNETIC: I = MARKER IS A STEEL ROD
 KJ0564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KJ0564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0564+SATELLITE: SATELLITE OBSERVATIONS - 1972
 KJ0564_ROD/PIPE-DEPTH: 9.75 meters
 KJ0564
 KJ0564  HISTORY     - Date     Condition        Report By
 KJ0564  HISTORY     - 1972     MONUMENTED       USGS
 KJ0564
 KJ0564                          STATION DESCRIPTION
 KJ0564
 KJ0564'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KJ0564'FROM THE U.S. POST OFFICE AT ANTON, COLORADO, PROCEED 2.9 MILES NORTH
 KJ0564'ALONG STATE HIGHWAY 63 TO A CROSSROAD, 55 FEET WEST AND 89 FEET SOUTH
 KJ0564'OF THE CROSSROAD INTERSECTION, 1 FOOT EAST OF A FENCELINE, 2 FEET
 KJ0564'NORTH OF AN IRON WITNESS POST, LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4294 ***********************************************************************
 AE4294  DESIGNATION -  12 HA
 AE4294  PID         -  AE4294
 AE4294  STATE/COUNTY-  CO/EL PASO
 AE4294  USGS QUAD   -  CORRAL BLUFFS (1975)
 AE4294
 AE4294                         *CURRENT SURVEY CONTROL
 AE4294  ___________________________________________________________________
 AE4294* NAD 83(1992)-  38 46 52.11491(N)    104 36 31.60901(W)     ADJUSTED  
 AE4294* NAVD 88     -      1796.8    (meters)    5895.     (feet)  GPS OBS   
 AE4294  ___________________________________________________________________
 AE4294  X           -  -1,256,035.785 (meters)                     COMP
 AE4294  Y           -  -4,818,968.087 (meters)                     COMP
 AE4294  Z           -   3,974,520.357 (meters)                     COMP
 AE4294  LAPLACE CORR-          -7.00  (seconds)                    DEFLEC99
 AE4294  ELLIP HEIGHT-        1778.68  (meters)          (12/03/02) GPS OBS
 AE4294  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 AE4294
 AE4294  HORZ ORDER  -  FIRST
 AE4294  ELLP ORDER  -  FOURTH    CLASS II
 AE4294
 AE4294.The horizontal coordinates were established by GPS observations
 AE4294.and adjusted by the National Geodetic Survey in October 1997..
 AE4294
 AE4294.The orthometric height was determined by GPS observations and a
 AE4294.high-resolution geoid model.
 AE4294
 AE4294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4294
 AE4294.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4294
 AE4294.The ellipsoidal height was determined by GPS observations
 AE4294.and is referenced to NAD 83.
 AE4294
 AE4294.The geoid height was determined by GEOID03.
 AE4294
 AE4294;                    North         East     Units Scale Factor Converg.
 AE4294;SPC CO C     -   410,393.958   991,837.253   MT  0.99995141   +0 33 43.5
 AE4294;SPC CO C     - 1,346,434.18  3,254,052.72   sFT  0.99995141   +0 33 43.5
 AE4294;UTM  13      - 4,292,562.910   533,980.572   MT  0.99961422   +0 14 42.2
 AE4294
 AE4294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4294!SPC CO C     -   0.99972100  x   0.99995141  =   0.99967243
 AE4294!UTM  13      -   0.99972100  x   0.99961422  =   0.99933533
 AE4294
 AE4294                          SUPERSEDED SURVEY CONTROL
 AE4294
 AE4294  ELLIP H (10/31/97) 1778.67   (m)                       GP(       ) 4 1
 AE4294
 AE4294.Superseded values are not recommended for survey control.
 AE4294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4294.See file dsdata.txt to determine how the superseded data were derived.
 AE4294
 AE4294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC3398192563(NAD 83)
 AE4294_MARKER: DB = BENCH MARK DISK
 AE4294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4294_STAMPING: 12 HA 1947
 AE4294_MARK LOGO: USGS  
 AE4294_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE4294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4294+STABILITY: SURFACE MOTION
 AE4294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4294+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4294
 AE4294  HISTORY     - Date     Condition        Report By
 AE4294  HISTORY     - 1996     MONUMENTED       NGS
 AE4294
 AE4294                          STATION DESCRIPTION
 AE4294
 AE4294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE4294'THE STATION IS LOCATED ABOUT 11.5 MI (18.5 KM) EAST-SOUTHEAST OF
 AE4294'COLORADO SPRINGS, 10 MI (16.1 KM) NORTHEAST OF FOUNTAIN AND 5 MI (8.0
 AE4294'KM) EAST-SOUTHEAST OF THE MUNICIPAL AIRPORT, IN THE SOUTHEAST 1/4 OF
 AE4294'SECTION 36, T 14 S, R 65 W.  OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY  TO
 AE4294'REACH THE STATION FROM THE INTERSECTION OF DRENNAN ROAD AND
 AE4294'MARKSHEFFEL ROAD, GO EAST ON DRENNAN ROAD FOR 2.9 MI (4.7 KM) TO THE
 AE4294'STATION ON THE LEFT, NORTHWEST CORNER OF THE INTERSECTION OF MERIDIAN
 AE4294'ROAD AND DRENNAN ROAD  THE MARK IS A STANDARD DISK SET IN THE TOP OF A
 AE4294'15 CM SQUARE CONCRETE POST, PROJECTING 6 CM ABOVE THE GROUND.  IT IS
 AE4294'27.9 M (91.5 FT) WEST FROM THE CENTER OF MERIDIAN ROAD, 18.7 M (61.4
 AE4294'FT) WEST FROM A FENCE CORNER, 18.0 M (59.1 FT) WEST-NORTHWEST FROM A
 AE4294'SURVEY REFERENCE POINT, 9.9 M (32.5 FT) NORTH FROM THE CENTER OF
 AE4294'DRENNAN ROAD, 0.25 M (0.82 FT) SOUTH FROM A WITNESS POST AND FENCE
 AE4294'LINE AND ABOUT 45 CM BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5113 ***********************************************************************
 AC5113  DESIGNATION -  12 WHS
 AC5113  PID         -  AC5113
 AC5113  STATE/COUNTY-  CO/PUEBLO
 AC5113  USGS QUAD   -  BAR JH RANCH (1960)
 AC5113
 AC5113                         *CURRENT SURVEY CONTROL
 AC5113  ___________________________________________________________________
 AC5113* NAD 83(1992)-  38 24 14.83409(N)    104 27 35.90038(W)     ADJUSTED  
 AC5113* NAVD 88     -      1517.5    (meters)    4979.     (feet)  GPS OBS   
 AC5113  ___________________________________________________________________
 AC5113  X           -  -1,249,981.608 (meters)                     COMP
 AC5113  Y           -  -4,847,287.694 (meters)                     COMP
 AC5113  Z           -   3,941,625.048 (meters)                     COMP
 AC5113  LAPLACE CORR-          -6.07  (seconds)                    DEFLEC99
 AC5113  ELLIP HEIGHT-        1498.01  (meters)          (12/03/02) GPS OBS
 AC5113  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 AC5113
 AC5113  HORZ ORDER  -  FIRST
 AC5113  ELLP ORDER  -  FOURTH    CLASS II
 AC5113
 AC5113.The horizontal coordinates were established by GPS observations
 AC5113.and adjusted by the National Geodetic Survey in January 1997..
 AC5113
 AC5113.The orthometric height was determined by GPS observations and a
 AC5113.high-resolution geoid model.
 AC5113
 AC5113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5113
 AC5113.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5113
 AC5113.The ellipsoidal height was determined by GPS observations
 AC5113.and is referenced to NAD 83.
 AC5113
 AC5113.The geoid height was determined by GEOID03.
 AC5113
 AC5113;                    North         East     Units Scale Factor Converg.
 AC5113;SPC CO S     -   498,141.798 1,005,244.109   MT  0.99999480   +0 38 16.5
 AC5113;SPC CO S     - 1,634,320.22  3,298,038.38   sFT  0.99999480   +0 38 16.5
 AC5113;UTM  13      - 4,250,792.624   547,151.782   MT  0.99962738   +0 20 07.7
 AC5113
 AC5113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5113!SPC CO S     -   0.99976501  x   0.99999480  =   0.99975981
 AC5113!UTM  13      -   0.99976501  x   0.99962738  =   0.99939247
 AC5113
 AC5113                          SUPERSEDED SURVEY CONTROL
 AC5113
 AC5113  ELLIP H (01/17/97) 1498.01   (m)                       GP(       ) 1 1
 AC5113
 AC5113.Superseded values are not recommended for survey control.
 AC5113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5113.See file dsdata.txt to determine how the superseded data were derived.
 AC5113
 AC5113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC4715250793(NAD 83)
 AC5113_MARKER: DB = BENCH MARK DISK
 AC5113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5113_STAMPING: 12 WHS 1954 4976
 AC5113_MARK LOGO: USGS  
 AC5113_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC5113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5113+STABILITY: SURFACE MOTION
 AC5113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5113+SATELLITE: SATELLITE OBSERVATIONS - 1954
 AC5113
 AC5113  HISTORY     - Date     Condition        Report By
 AC5113  HISTORY     - 1954     MONUMENTED       USGS
 AC5113
 AC5113                          STATION DESCRIPTION
 AC5113
 AC5113'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AC5113'THE STATION IS LOCATED IN NORTH-CENTRAL PUEBLO COUNTY ON THE
 AC5113'NORTH-SOUTH PROPERTY LINE BETWEEN THE APPELT RANCH ON THE WEST AND THE
 AC5113'CHICO BASIN RANCH ON THE EAST, ABOUT 12.1 MI (19.5 KM) NORTHEAST OF
 AC5113'DOWNTOWN PUEBLO, 9.9 MI (15.9 KM) WEST-SOUTHWEST OF THE TRANSPORTATION
 AC5113'TECHNOLOGY CENTER GUARDHOUSE, 8.0 MI (12.9 KM) SOUTH OF THE PUEBLO-EL
 AC5113'PASO COUNTY LINE, AND 8.3 MI (13.4 KM) EAST-SOUTHEAST OF THE PINON
 AC5113'TRUCK STOP, AT THE NORTHEAST CORNER OF SECTION 17 T19S R63W OF THE 6TH
 AC5113'PM.  OWNERSHIP--THE STATION IS SITUATED ON THE APPELT RANCH, OWNED BY
 AC5113'DR.  A.T.  SANDY MCCULLOUGH, 22500 SOUTH PEYTON HIGHWAY, COLORADO
 AC5113'SPRINGS CO, 80928, (719) 683-5197.  TO REACH THE STATION FROM THE
 AC5113'PINON TRUCK STOP, EXIT 110 ON I-25, TAKE THE ONE-LANE ROAD EAST UNDER
 AC5113'I-25 TO THE EAST FRONTAGE ROAD.  TURN LEFT, NORTH ON THE FRONTAGE ROAD
 AC5113'FOR 1.0 MI (1.6 KM) A TO SIDE ROAD RIGHT, PINON ROAD.  TURN RIGHT,
 AC5113'EAST, ON PINON ROAD, PASSING OVER 2 SETS OF RAILROAD TRACKS, 0.7 MI
 AC5113'(1.1 KM) TO THE FOUNTAIN CREEK BRIDGE.  CONTINUE AHEAD, EAST, 0.15 MI
 AC5113'(0.24 KM) TO A T INTERSECTION WITH OVERTON RD.  TURN RIGHT, SOUTH, ON
 AC5113'OVERTON ROAD FOR 0.2 MI (0.3 KM) TO A DRIVEWAY LEFT, THE ENTRANCE TO
 AC5113'THE APPELT RANCH FOREMANS HOUSE.  CONTINUE AHEAD, SOUTH, 0.2 MI (0.3
 AC5113'KM) TO A SIDE ROAD LEFT.  CONTINUE AHEAD, SOUTH, 0.4 MI (0.6 KM) TO A
 AC5113'BRIDGE OVER A GULLY.  CONTINUE AHEAD, SOUTH, ON OVERTON ROAD 0.25 MI
 AC5113'(0.40 KM) TO A SIDE ROAD LEFT, AN ENTRANCE TO THE APPELT RANCH, AND A
 AC5113'LOCKED STEEL GATE.  TURN LEFT, EAST, ON THE DIRT RANCH ROAD, FORMERLY
 AC5113'KNOWN AS THE APPELT RANCH ROAD, PASSING THRU THE GATE FOR 2.0 MI (3.2
 AC5113'KM) TO A CATTLE GUARD AND SIDE ROADS TO THE LEFT AND RIGHT. CONTINUE
 AC5113'AHEAD EAST ON THE MAIN RANCH ROAD 1.4 MI,TO A GAS PIPELINE STATION, AN
 AC5113'UNLOCKED STEEL GATE ON AN E-W FENCE, AND A BEND IN THE RANCH ROAD TO
 AC5113'THE NORTH-NORTHEAST.  FOLLOW THE BEND AND CONTINUE NORTH-NORTHEAST
 AC5113'0.65 MI (1.05 KM) TO T-INTERSECTION , JUST WEST OF A NEARBY TELECOM
 AC5113'TOWER.  TURN RIGHT, EAST, 0.65 MI,PASSING JUST SOUTH OF THE TELECOM
 AC5113'TOWER, TO A CROSSING OF OVERHEAD POWER LINES AND A SIDE ROAD LEFT.
 AC5113'CONTINUE AHEAD, EAST, 3.0 MI (4.8 KM) TO A SIDE ROAD LEFT.  CONTINUE
 AC5113'AHEAD EAST, 0.5 MI (0.8 KM) TO A T-INTERSECTION WITH A
 AC5113'NORTHEAST-SOUTHWEST DIRT ROAD.  TURN RIGHT, SOUTHWEST FOR 0.45 MI
 AC5113'(0.72 KM) ALONG A WINDING DIRT ROAD TO THE BOTTOM OF A DRAINAGE.
 AC5113'CONTINUE AHEAD, SOUTHWEST 0.35 MI (0.56 KM) TO A POINT WHERE THE DIRT
 AC5113'ROAD STRAIGHTENS TO DUE NORTH-SOUTH.  CONTINUE AHEAD, SOUTH, FOR 0.45
 AC5113'MI,FOLLOWING TO THE LEFT OF A FENCELINE, TO A SET OF CORRALS AMD A
 AC5113'SIDE ROAD RIGHT.  TURN RIGHT, WEST, PASSING THRU AN UNLOCKED
 AC5113'BARBED-WIRE GATE, FOR 0.35 MI (0.56 KM) AS THE ROAD BENDS TO THE SOUTH
 AC5113'AROUND AN IMPOUNDMENT, TO THE POINT WHERE THE ROAD STRAIGHTENS TO DUE
 AC5113'NORTH-SOUTH.  CONTINUE AHEAD, SOUTH, 1.3 MI (2.1 KM) TO A NORTHWEST
 AC5113'FENCE CORNER.  THE STATION IS ON THE LEFT SIDE OF THE ROAD, NEXT TO
 AC5113'THE FENCE, 29 M (95.1 FT) SOUTH OF THE FENCE CORNER. THE MARKER IS A
 AC5113'STANDARD USGS BRASS DISK SET INTO A 20 CM SQUARE CONCRETE POST
 AC5113'PROJECTING ABOUT 4 CM ABOVE THE GROUND.  IT IS 6.1 M (20.0 FT) EAST OF
 AC5113'THE CENTER OF A NORTH-SOUTH DIRT ROAD, 29.0 M (95.1 FT) SOUTH OF A
 AC5113'FENCE CORNER, 0.25 M (0.82 FT) WEST OF A BARBED-WIRE FENCE, 1.2 M (3.9
 AC5113'FT) NORTH OF A CARSONITE WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0714 ***********************************************************************
 KK0714  DESIGNATION -  120+50
 KK0714  PID         -  KK0714
 KK0714  STATE/COUNTY-  CO/JEFFERSON
 KK0714  USGS QUAD   -  PINE (1994)
 KK0714
 KK0714                         *CURRENT SURVEY CONTROL
 KK0714  ___________________________________________________________________
 KK0714* NAD 83(1986)-  39 22 48.     (N)    105 15 36.     (W)     SCALED    
 KK0714* NAVD 88     -      2127.567  (meters)    6980.19   (feet)  ADJUSTED  
 KK0714  ___________________________________________________________________
 KK0714  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 KK0714  DYNAMIC HT  -        2125.292 (meters)    6972.73  (feet)  COMP
 KK0714  MODELED GRAV-     979,481.2   (mgal)                       NAVD 88
 KK0714
 KK0714  VERT ORDER  -  FIRST     CLASS II
 KK0714
 KK0714.The horizontal coordinates were scaled from a topographic map and have
 KK0714.an estimated accuracy of +/- 6 seconds.
 KK0714
 KK0714.The orthometric height was determined by differential leveling
 KK0714.and adjusted by the National Geodetic Survey in June 1991..
 KK0714
 KK0714.The geoid height was determined by GEOID03.
 KK0714
 KK0714.The dynamic height is computed by dividing the NAVD 88
 KK0714.geopotential number by the normal gravity value computed on the
 KK0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0714.degrees latitude (g = 980.6199 gals.).
 KK0714
 KK0714.The modeled gravity was interpolated from observed gravity values.
 KK0714
 KK0714;                    North         East    Units  Estimated Accuracy
 KK0714;SPC CO C     -   476,520.      935,080.      MT  (+/- 180 meters Scaled)
 KK0714
 KK0714                          SUPERSEDED SURVEY CONTROL
 KK0714
 KK0714  NGVD 29 (??/??/92) 2126.425  (m)         6976.45   (f) ADJ UNCH    1 2
 KK0714
 KK0714.Superseded values are not recommended for survey control.
 KK0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0714.See file dsdata.txt to determine how the superseded data were derived.
 KK0714
 KK0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD776589(NAD 83)
 KK0714_MARKER: DD = SURVEY DISK
 KK0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0714_STAMPING: 120+50 1933 51 5
 KK0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0714+STABILITY: SURFACE MOTION
 KK0714
 KK0714  HISTORY     - Date     Condition        Report By
 KK0714  HISTORY     - 1933     MONUMENTED       BPR
 KK0714  HISTORY     - 1951     GOOD             NGS
 KK0714  HISTORY     - 1955     GOOD             NGS
 KK0714
 KK0714                          STATION DESCRIPTION
 KK0714
 KK0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0714'1.3 MI SE FROM BUFFALO CREEK.
 KK0714'0.1 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 KK0714'BUFFALO CREEK, THENCE 1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 126,
 KK0714'365 FEET NORTHWEST OF THE CENTER LINE OF A TRACK ROAD LEADING
 KK0714'SOUTHWEST, 52 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 KK0714'49 FEET EAST OF A POWER POLE, 10 FEET NORTHEAST OF A LARGE PINE
 KK0714'TREE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 KK0714'ABOVE THE GROUND.
 KK0714
 KK0714                          STATION RECOVERY (1955)
 KK0714
 KK0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1968 ***********************************************************************
 KK1968  DESIGNATION -  121
 KK1968  PID         -  KK1968
 KK1968  STATE/COUNTY-  CO/JEFFERSON
 KK1968  USGS QUAD   -  PINE (1994)
 KK1968
 KK1968                         *CURRENT SURVEY CONTROL
 KK1968  ___________________________________________________________________
 KK1968* NAD 83(1992)-  39 25 20.38915(N)    105 15 20.72775(W)     ADJUSTED  
 KK1968* NAVD 88     -      2612.3    (meters)    8571.     (feet)  VERTCON   
 KK1968  ___________________________________________________________________
 KK1968  LAPLACE CORR-         -13.31  (seconds)                    DEFLEC99
 KK1968  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 KK1968
 KK1968  HORZ ORDER  -  SECOND
 KK1968
 KK1968.The horizontal coordinates were established by classical geodetic methods
 KK1968.and adjusted by the National Geodetic Survey in January 1993..
 KK1968
 KK1968.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1968
 KK1968.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1968
 KK1968.The geoid height was determined by GEOID03.
 KK1968
 KK1968;                    North         East     Units Scale Factor Converg.
 KK1968;SPC CO C     -   481,221.167   935,432.263   MT  0.99995159   +0 09 14.5
 KK1968;SPC CO C     - 1,578,806.45  3,068,997.35   sFT  0.99995159   +0 09 14.5
 KK1968;UTM  13      - 4,363,675.937   477,985.736   MT  0.99960597   -0 09 44.7
 KK1968
 KK1968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1968!SPC CO C     -   0.99959261  x   0.99995159  =   0.99954422
 KK1968!UTM  13      -   0.99959261  x   0.99960597  =   0.99919874
 KK1968
 KK1968|---------------------------------------------------------------------|
 KK1968| PID    Reference Object                     Distance      Geod. Az  |
 KK1968|                                                           dddmmss.s |
 KK1968| CP6133 121 RM 1                              6.738 METERS 09148     |
 KK1968| KK1971 BANNER                              APPROX. 3.5 KM 2640337.6 |
 KK1968| CP6134 121 RM 2                             15.982 METERS 28001     |
 KK1968|---------------------------------------------------------------------|
 KK1968
 KK1968                          SUPERSEDED SURVEY CONTROL
 KK1968
 KK1968  NAD 83(1986)-  39 25 20.38535(N)    105 15 20.72936(W) AD(       ) 2
 KK1968  NAD 27      -  39 25 20.42379(N)    105 15 18.75674(W) AD(       ) 2
 KK1968  NGVD 29 (07/19/86) 2611.2    (m)         8567.     (f) VERT ANG       
 KK1968
 KK1968.Superseded values are not recommended for survey control.
 KK1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1968.See file dsdata.txt to determine how the superseded data were derived.
 KK1968
 KK1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7798663676(NAD 83)
 KK1968_MARKER: DD = SURVEY DISK
 KK1968_SETTING: 66 = SET IN ROCK OUTCROP
 KK1968
 KK1968  HISTORY     - Date     Condition        Report By
 KK1968  HISTORY     - 1977     MONUMENTED       CO-059
 KK1968
 KK1968                          STATION DESCRIPTION
 KK1968
 KK1968'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1968'THE STATION IS LOCATED 1 MILE WEST OF THE FOXTON POST OFFICE
 KK1968'IN THE SOUTHWEST 1/4 OF SECTION 20, T 7 S, R 70 W., ATOP THE
 KK1968'HIGHEST ROCK OUTCROP OF A MOUNTAIN KNOW AS CATHEDERAL SPIRES,
 KK1968'WHICH IS ON FEDERAL LAND.
 KK1968'
 KK1968'TO REACH THE STATION FROM THE FOXTON POST OFFICE, GO NORTH
 KK1968'ALONG THE RIVER FRONTAGE ROAD FOR 1 MILE TO ROAD TO THE WEST
 KK1968'MARKED, (LAST RESORT CREEK.) TURN RIGHT ONTO THIS ROAD AND
 KK1968'FOLLOW IT WEST 2.5 MILES TO THE BUTTERFIELD RANCH AND STABLES.
 KK1968'FORD THE CREEK AND CURVE LEFT TO A METAL GATE.  CONTINUE ON
 KK1968'THROUGH THE GATE FOR 0.6 MILE TO A GATE ON THE LEFT.  TURN LEFT
 KK1968'THROUGH THIS GATE AND GO SOUTH FOR 0.4 MILE TO THE MILLER HOME
 KK1968'FOR PERMISSION TO CROSS LAND TO THE POINT ON CATHEDERAL
 KK1968'SPIRES.  TAKE THE ROAD TO THE LEFT OF THE MILLER HOUSE AND
 KK1968'FOLLOW IT 0.5 MILE TO THE SOUTHEAST AND THE STARTING POINT FOR
 KK1968'THE ONE HOUR PACK.  HIKE SOUTHEAST TO THE CREST OF A SADDLE
 KK1968'RIDGE THAT SLOPES UPHILL OVER THE TOP OF A SMALL HILL
 KK1968'AND FINALLY TO THE LARGE ROCK OUTCROP OF CATHEDERAL SPIRES
 KK1968'PEAK.  STAY BELOW AND TO THE NORTH EDGE OF THE ROCK OUTCROP,
 KK1968'UNTILL THE HIGHEST POINT CAN BE REACHED VIA ITS
 KK1968'NORTHEAST CORNER.  THE STATION IS LOCATED ON THE HIGHEST
 KK1968'POINT TOWARD ITS EAST END OF THE MAIN ROCK OUTCROP OF THE MAIN
 KK1968'PEAK.
 KK1968'
 KK1968'THE STATION MARK, STAMPED---121 JCMD 1977---, IS A 3-INCH
 KK1968'BRONZE DISK CEMENTED INTO A DRILL HOLE IN THE BEDROCK OUTCROP
 KK1968'AT THE CENTER OF THE HIGHEST ROCK, WHICH IS ABOUT 6 FEET WIDE
 KK1968'NORTH AND SOUTH AND TWENTY FEET LONG EAST AND WEST ON ITS TOP.
 KK1968'
 KK1968'REFERENCE MARK 1, STAMPED---121 JCMD RM 1 1977---, IS A 3-INCH
 KK1968'BRONZE DISK CEMENTED INTO A DRILL HOLE IN THE BEDROCK OUTCROP,
 KK1968'AND 2 FEET FROM THE WEST END OF THE TOP OF THE SECOND HIGHEST
 KK1968'POINT LOCATED TO THE EAST OF THE ONE THE STATION IS ON.
 KK1968'
 KK1968'REFERENCE MARK 2, STAMPED---121 JCMD RM 2 1977---, IS A 3-INCH
 KK1968'BRONZE DISK CEMENTED INTO A DRILL HOLE IN THE NARROW EAST-WEST
 KK1968'RIDGE OF BEDROCK OUTCROP, 52 FEET WEST-NORTHWEST OF THE HIGHEST
 KK1968'POINT AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0282 ***********************************************************************
 KL0282  DESIGNATION -  12226
 KL0282  PID         -  KL0282
 KL0282  STATE/COUNTY-  CO/LAKE
 KL0282  USGS QUAD   -  INDEPENDENCE PASS (1994)
 KL0282
 KL0282                         *CURRENT SURVEY CONTROL
 KL0282  ___________________________________________________________________
 KL0282* NAD 83(1986)-  39 06 29.     (N)    106 34 01.     (W)     SCALED    
 KL0282* NAVD 88     -      3699.316  (meters)   12136.84   (feet)  ADJUSTED  
 KL0282  ___________________________________________________________________
 KL0282  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 KL0282  DYNAMIC HT  -        3693.996 (meters)   12119.39  (feet)  COMP
 KL0282  MODELED GRAV-     979,052.9   (mgal)                       NAVD 88
 KL0282
 KL0282  VERT ORDER  -  SECOND    CLASS 0
 KL0282
 KL0282.The horizontal coordinates were scaled from a topographic map and have
 KL0282.an estimated accuracy of +/- 6 seconds.
 KL0282
 KL0282.The orthometric height was determined by differential leveling
 KL0282.and adjusted by the National Geodetic Survey in June 1991..
 KL0282
 KL0282.The geoid height was determined by GEOID03.
 KL0282
 KL0282.The dynamic height is computed by dividing the NAVD 88
 KL0282.geopotential number by the normal gravity value computed on the
 KL0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0282.degrees latitude (g = 980.6199 gals.).
 KL0282
 KL0282.The modeled gravity was interpolated from observed gravity values.
 KL0282
 KL0282;                    North         East    Units  Estimated Accuracy
 KL0282;SPC CO C     -   446,850.      822,130.      MT  (+/- 180 meters Scaled)
 KL0282
 KL0282                          SUPERSEDED SURVEY CONTROL
 KL0282
 KL0282  NGVD 29 (??/??/92) 3697.282  (m)        12130.17   (f) ADJ UNCH    2 0
 KL0282
 KL0282.Superseded values are not recommended for survey control.
 KL0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0282.See file dsdata.txt to determine how the superseded data were derived.
 KL0282
 KL0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD645299(NAD 83)
 KL0282_MARKER: DB = BENCH MARK DISK
 KL0282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KL0282_SP_SET: PROMONTORY ROCK
 KL0282_STAMPING: 12226
 KL0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0282
 KL0282  HISTORY     - Date     Condition        Report By
 KL0282  HISTORY     - UNK      MONUMENTED       USGS
 KL0282  HISTORY     - 1934     GOOD             NGS
 KL0282
 KL0282                          STATION DESCRIPTION
 KL0282
 KL0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KL0282'IN INDEPENDENCE PASS.
 KL0282'AT INDEPENDENCE PASS, LAKE COUNTY, AT THE SUMMIT OF THE PASS, 800 FEET
 KL0282'SOUTHEAST OF THE SUMMIT OF THE HIGHWAY GRADE, NEAR A ROCK CAIRN, AND
 KL0282'IN THE TOP OF A PROMONTORY ROCK POINT OVER LOOKING THE VALLEY TO THE
 KL0282'SOUTHEAST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 KL0282'12226.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1973 ***********************************************************************
 KK1973  DESIGNATION -  127
 KK1973  PID         -  KK1973
 KK1973  STATE/COUNTY-  CO/JEFFERSON
 KK1973  USGS QUAD   -  PINE (1994)
 KK1973
 KK1973                         *CURRENT SURVEY CONTROL
 KK1973  ___________________________________________________________________
 KK1973* NAD 83(1992)-  39 23 22.14371(N)    105 19 50.57067(W)     ADJUSTED  
 KK1973* NAVD 88     -      2487.4    (meters)    8161.     (feet)  VERTCON   
 KK1973  ___________________________________________________________________
 KK1973  LAPLACE CORR-         -12.75  (seconds)                    DEFLEC99
 KK1973  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 KK1973
 KK1973  HORZ ORDER  -  SECOND
 KK1973
 KK1973.The horizontal coordinates were established by classical geodetic methods
 KK1973.and adjusted by the National Geodetic Survey in January 1993..
 KK1973
 KK1973.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1973
 KK1973.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1973
 KK1973.The geoid height was determined by GEOID03.
 KK1973
 KK1973;                    North         East     Units Scale Factor Converg.
 KK1973;SPC CO C     -   477,560.002   928,984.964   MT  0.99994855   +0 06 24.4
 KK1973;SPC CO C     - 1,566,794.77  3,047,844.84   sFT  0.99994855   +0 06 24.4
 KK1973;UTM  13      - 4,360,051.689   471,520.521   MT  0.99960999   -0 12 35.5
 KK1973
 KK1973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1973!SPC CO C     -   0.99961213  x   0.99994855  =   0.99956070
 KK1973!UTM  13      -   0.99961213  x   0.99960999  =   0.99922227
 KK1973
 KK1973|---------------------------------------------------------------------|
 KK1973| PID    Reference Object                     Distance      Geod. Az  |
 KK1973|                                                           dddmmss.s |
 KK1973| CP6135 127 RM 1                             16.319 METERS 01610     |
 KK1973| KK1971 BANNER                              APPROX. 4.5 KM 0422542.4 |
 KK1973| CP6136 127 RM 2                             11.973 METERS 10110     |
 KK1973|---------------------------------------------------------------------|
 KK1973
 KK1973                          SUPERSEDED SURVEY CONTROL
 KK1973
 KK1973  NAD 83(1986)-  39 23 22.14005(N)    105 19 50.57248(W) AD(       ) 2
 KK1973  NAD 27      -  39 23 22.17441(N)    105 19 48.59006(W) AD(       ) 2
 KK1973  NGVD 29 (07/19/86) 2486.2    (m)         8157.     (f) VERT ANG       
 KK1973
 KK1973.Superseded values are not recommended for survey control.
 KK1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1973.See file dsdata.txt to determine how the superseded data were derived.
 KK1973
 KK1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7152160052(NAD 83)
 KK1973_MARKER: DD = SURVEY DISK
 KK1973_SETTING: 66 = SET IN ROCK OUTCROP
 KK1973
 KK1973  HISTORY     - Date     Condition        Report By
 KK1973  HISTORY     - 1977     MONUMENTED       CO-059
 KK1973
 KK1973                          STATION DESCRIPTION
 KK1973
 KK1973'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1973'THE STATION IS LOCATED 1 MILE SOUTH OF PINE IN THE SOUTHWEST
 KK1973'1/4 OF SECTION 34, T 7 S, R 71 W.
 KK1973'
 KK1973'TO REACH THE STATION FROM PINE, GO EAST ON STATE HIGHWAY 126
 KK1973'FOR 3.4 MILES TO THE TOWN OF BUFFALO CREEK AND THE JUNCTION
 KK1973'WITH BUFFALO CREEK ROAD.  TURN RIGHT AND GO SOUTHWEST FOR 4
 KK1973'MILES TO A FORK.  BEAR RIGHT FOR 0.4 MILE TO ANOTHER FORK.
 KK1973'BEAR RIGHT AGAIN FOR 0.3 MILE TO A 4-WHEEL DRIVE ROAD TO THE
 KK1973'RIGHT.  TURN RIGHT AND GO 0.7 MILE TO A WIRE GATE.  CONTINUE
 KK1973'NORTH 0.7 MILE TO A JUNCTION WITH AN EAST-WEST ROAD.  TURN
 KK1973'RIGHT AND GO NORTHEAST 2 MILES UNTIL THE ROAD CURVES LEFT TO
 KK1973'A NORTHWEST HEADING FOR 1 MILE TO A JUNCTION WITH A ROAD TO
 KK1973'THE NORTH, TOWARD THE HIGHEST POINT IN THE AREA.  TURN RIGHT
 KK1973'AND GO NORTH 0.3 MILE TO THE END OF THE ROAD.  BEGIN THE 20
 KK1973'MINUTE PACK EAST UP A DRAW TO THE TOP OF A ROCK PEAK, THE
 KK1973'HIGHEST IN OVER A MILE IN ANY DIRECTION.
 KK1973'
 KK1973'THE STATION MARK, STAMPED---127 JCMD 1977---, IS A 3-INCH
 KK1973'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP
 KK1973'NEAR THE SOUTHWEST CORNER OF A FLAT AREA 60 FEET SQUARE, AT
 KK1973'THE HIGHEST POINT.
 KK1973'
 KK1973'REFERENCE MARK 1, STAMPED---127 JCMD RM 1 1977---, IS A 3-INCH
 KK1973'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP,
 KK1973'NEAR THE NORTHWEST CORNER OF THE FLAT AREA.
 KK1973'
 KK1973'REFERENCE MARK 2, STAMPED---127 JCMD RM 2 1977---, IS A 3-INCH
 KK1973'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP,
 KK1973'NEAR THE SOUTHEAST CORNER OF THE FLAT AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1942 ***********************************************************************
 KK1942  DESIGNATION -  129
 KK1942  PID         -  KK1942
 KK1942  STATE/COUNTY-  CO/JEFFERSON
 KK1942  USGS QUAD   -  PLATTE CANYON (1994)
 KK1942
 KK1942                         *CURRENT SURVEY CONTROL
 KK1942  ___________________________________________________________________
 KK1942* NAD 83(1992)-  39 23 43.54520(N)    105 12 54.81603(W)     ADJUSTED  
 KK1942* NAVD 88     -      2494.9    (meters)    8185.     (feet)  VERTCON   
 KK1942  ___________________________________________________________________
 KK1942  LAPLACE CORR-         -13.02  (seconds)                    DEFLEC99
 KK1942  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 KK1942
 KK1942  HORZ ORDER  -  SECOND
 KK1942
 KK1942.The horizontal coordinates were established by classical geodetic methods
 KK1942.and adjusted by the National Geodetic Survey in January 1993..
 KK1942
 KK1942.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1942
 KK1942.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1942
 KK1942.The geoid height was determined by GEOID03.
 KK1942
 KK1942;                    North         East     Units Scale Factor Converg.
 KK1942;SPC CO C     -   478,244.843   938,931.530   MT  0.99994908   +0 10 46.6
 KK1942;SPC CO C     - 1,569,041.62  3,080,477.86   sFT  0.99994908   +0 10 46.6
 KK1942;UTM  13      - 4,360,681.373   481,467.316   MT  0.99960423   -0 08 11.8
 KK1942
 KK1942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1942!SPC CO C     -   0.99961106  x   0.99994908  =   0.99956016
 KK1942!UTM  13      -   0.99961106  x   0.99960423  =   0.99921544
 KK1942
 KK1942:                Primary Azimuth Mark                     Grid Az
 KK1942:SPC CO C     -  32 ENGRBN RALEIGH                        020 48 36.8
 KK1942:UTM  13      -  32 ENGRBN RALEIGH                        021 07 35.2
 KK1942
 KK1942|---------------------------------------------------------------------|
 KK1942| PID    Reference Object                     Distance      Geod. Az  |
 KK1942|                                                           dddmmss.s |
 KK1942| KK1941 32 ENGRBN RALEIGH                   APPROX. 0.9 KM 0205923.4 |
 KK1942| CP6137 129 RM 1                              8.217 METERS 07503     |
 KK1942| CP6138 129 RM 2                              4.623 METERS 14125     |
 KK1942|---------------------------------------------------------------------|
 KK1942
 KK1942                          SUPERSEDED SURVEY CONTROL
 KK1942
 KK1942  NAD 83(1986)-  39 23 43.54101(N)    105 12 54.81759(W) AD(       ) 2
 KK1942  NAD 27      -  39 23 43.58019(N)    105 12 52.84855(W) AD(       ) 2
 KK1942  NGVD 29 (07/19/86) 2493.8    (m)         8182.     (f) VERT ANG       
 KK1942
 KK1942.Superseded values are not recommended for survey control.
 KK1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1942.See file dsdata.txt to determine how the superseded data were derived.
 KK1942
 KK1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8146760681(NAD 83)
 KK1942_MARKER: DD = SURVEY DISK
 KK1942_SETTING: 66 = SET IN ROCK OUTCROP
 KK1942
 KK1942  HISTORY     - Date     Condition        Report By
 KK1942  HISTORY     - 1977     MONUMENTED       CO-059
 KK1942
 KK1942                          STATION DESCRIPTION
 KK1942
 KK1942'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1942'THE STATION IS LOCATED 2.5 MILES WEST OF THE SOUTH PLATTE RIVER
 KK1942'WHICH IS THE JEFFERSON-DOUGLAS COUNTY LINE AND 2.5 MILES EAST
 KK1942'OF THE TOWN OF BUFFALO CREEK, IN THE SOUTHWEST QUARTER OF SECTION
 KK1942'34, T-7-S, R-70-W IN THE PIKE NATIONAL FOREST.
 KK1942'
 KK1942'TO REACH THE STATION FROM BUFFALO CREEK, PROCEED SOUTH ON
 KK1942'JEFFERSON COUNTY HIGHWAY 126, 2.6 MILES TO THE ENTRANCE TO
 KK1942'(TOP OF THE WORLD) PICNIC GROUNDS.  TURN LEFT AND FOLLOW THIS
 KK1942'ROAD 1.7 MILES TO ANOTHER SIGN FOR (TOP OF THE WORLD) PICNIC
 KK1942'GROUNDS.  BEAR LEFT AND STRAIGHT AHEAD TO THE NORTH 1.6 MILES
 KK1942'TO A FORK.  BEAR RIGHT AND TO THE EAST FOR 0.5 MILE TO ANOTHER
 KK1942'FORK.  AT THIS POINT BEAR LEFT AND EAST ANOTHER 0.7 MILE TO
 KK1942'TO THE HIGHEST POINT ON THE ROAD OVER A SADDLE AND ON THE
 KK1942'SOUTH SIDE OF A QUARRY.  (TO REACH THE AZIMUTH FROM THIS POINT
 KK1942'CONTINUE STRAIGHT AHEAD AND GO EASTERLY FOR 0.95 MILE TO A SMALL
 KK1942'HILL ON THE LEFT AND THE AZIMUTH ON TOP.)  AT THE END OF TRUCK
 KK1942'TRAVEL TO REACH THE STATION BEGIN THE 30 MINUTE PACK SOUTH TOWARD
 KK1942'THE HIGHEST AND WESTERN HALF OF THE DOUBLE PEAK (RALEIGH
 KK1942'PEAK.) CLIMB THE NORTH SIDE OF THIS WESTERN HALF OF THE
 KK1942'PEAK, PASSING BETWEEN AND EAST-WEST ROW OF 20 FOOT BOULDERS
 KK1942'TO THE HIGHEST POINT.
 KK1942'
 KK1942'THE STATION MARK, STAMPED---129 JCMD 1977---, IS A 3-INCH
 KK1942'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROPS
 KK1942'HIGHEST POINT, WHICH IS A 3 FOOT WIDE BY 10 FOOT LONG ROCK
 KK1942'RIDGE, WITH THE STATION MARK LOCATED 2 FEET FROM THE EAST END.
 KK1942'
 KK1942'REFERENCE MARK 1, STAMPED---129 JCMD RM 1 1977---, IS A 3-INCH
 KK1942'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP
 KK1942'8.30 METERS AT A 78 DEGREE BEARING FROM THE STATION, 2 FEET
 KK1942'FROM THE WEST END OF THE NEXT OUTCROP EAST OF THE STATION, AND
 KK1942'6 FEET LOWER.
 KK1942'
 KK1942'REFERENCE MARK 2, STAMPED---129 JCMD RM 2 1977---, IS A 3-INCH
 KK1942'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP
 KK1942'4.83 METERS AT A 145 DEGREE BEARING FROM THE STATION OF THE
 KK1942'CENTER OF THE OUTCROP SOUTHEAST OF IT AND FOUR FEET LOWER.
 KK1942'
 KK1942'THE AZIMUTH MARK, STAMPED---32 ENGRBN 1961 RALEIGH---, IS A
 KK1942'SHELL CASING SET INTO A MASS OF CONCRETE PROJECTING 9 INCHES
 KK1942'ABOVE THE GROUND.  IT IS LOCATED ON THE TOP OF A SMALL HILL
 KK1942'ABOUT 300 FEET NORTH OF THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1087 ***********************************************************************
 JK1087  DESIGNATION -  12D
 JK1087  PID         -  JK1087
 JK1087  STATE/COUNTY-  CO/PUEBLO
 JK1087  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1087
 JK1087                         *CURRENT SURVEY CONTROL
 JK1087  ___________________________________________________________________
 JK1087* NAD 83(1992)-  38 26 22.57197(N)    104 22 29.61931(W)     ADJUSTED  
 JK1087* NAVD 88     -      1497.55   (+/-2cm)    4913.2    (feet)  VERTCON   
 JK1087  ___________________________________________________________________
 JK1087  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 JK1087  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 JK1087
 JK1087  HORZ ORDER  -  SECOND
 JK1087  VERT ORDER  -  THIRD ? (See Below)
 JK1087
 JK1087.The horizontal coordinates were established by classical geodetic methods
 JK1087.and adjusted by the National Geodetic Survey in January 1993..
 JK1087
 JK1087.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1087.The vertical order pertains to the NGVD 29 superseded value.
 JK1087
 JK1087.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1087
 JK1087.The geoid height was determined by GEOID03.
 JK1087
 JK1087;                    North         East     Units Scale Factor Converg.
 JK1087;SPC CO S     -   502,166.370 1,012,627.554   MT  1.00000115   +0 41 24.4
 JK1087;SPC CO S     - 1,647,524.17  3,322,262.23   sFT  1.00000115   +0 41 24.4
 JK1087;UTM  13      - 4,254,776.768   554,553.626   MT  0.99963665   +0 23 19.1
 JK1087
 JK1087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1087!SPC CO S     -   0.99976818  x   1.00000115  =   0.99976933
 JK1087!UTM  13      -   0.99976818  x   0.99963665  =   0.99940492
 JK1087
 JK1087:                Primary Azimuth Mark                     Grid Az
 JK1087:SPC CO S     -  13                                       002 15 34.8
 JK1087:UTM  13      -  13                                       002 33 40.1
 JK1087
 JK1087|---------------------------------------------------------------------|
 JK1087| PID    Reference Object                     Distance      Geod. Az  |
 JK1087|                                                           dddmmss.s |
 JK1087| JK1084 13                                  APPROX. 0.6 KM 0025659.2 |
 JK1087|---------------------------------------------------------------------|
 JK1087
 JK1087                          SUPERSEDED SURVEY CONTROL
 JK1087
 JK1087  NAD 83(1986)-  38 26 22.55950(N)    104 22 29.61469(W) AD(       ) 2
 JK1087  NAD 27      -  38 26 22.56718(N)    104 22 27.72941(W) AD(       ) 2
 JK1087  NGVD 29 (07/19/86) 1496.69   (m)         4910.4    (f) LEVELING    3  
 JK1087
 JK1087.Superseded values are not recommended for survey control.
 JK1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1087.See file dsdata.txt to determine how the superseded data were derived.
 JK1087
 JK1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5455454777(NAD 83)
 JK1087
 JK1087  HISTORY     - Date     Condition        Report By
 JK1087  HISTORY     - UNK      MONUMENTED
 JK1087  HISTORY     - 1975     GOOD             NGS
 JK1087
 JK1087                          STATION DESCRIPTION
 JK1087
 JK1087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1087'STATION IS LOCATED ON LAND WHICH IS OCCUPIED BY THE FEDERAL
 JK1087'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1087'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS IN
 JK1087'LOW BOGGY OPEN PASTURE LAND ABOUT 5 MILES WEST OF THE FEDERAL
 JK1087'HEADQUARTERS BUILDING, 0.15 MILE NORTHWEST OF AN OLD FENCE CORNER
 JK1087'AND ABOUT 0.1 MILE NORTH OF AN OLD FENCE LINE.
 JK1087'
 JK1087'STATION IS A STANDARD TRAVERSE STATION MARK DISK, STAMPED 12D,
 JK1087'CLAMPED TO THE TOP OF A COPPER COVERED ROD DRIVEN INTO THE GROUND
 JK1087'ABOUT 52 FEET, SURROUNDED BY A 4-INCH TILE WITH A WEATHER CAP.
 JK1087'DISK PROJECTS ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1084 ***********************************************************************
 JK1084  DESIGNATION -  13
 JK1084  PID         -  JK1084
 JK1084  STATE/COUNTY-  CO/PUEBLO
 JK1084  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1084
 JK1084                         *CURRENT SURVEY CONTROL
 JK1084  ___________________________________________________________________
 JK1084* NAD 83(1992)-  38 26 41.10736(N)    104 22 28.40485(W)     ADJUSTED  
 JK1084* NAVD 88     -      1501.13   (+/-2cm)    4925.0    (feet)  VERTCON   
 JK1084  ___________________________________________________________________
 JK1084  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 JK1084  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 JK1084
 JK1084  HORZ ORDER  -  SECOND
 JK1084  VERT ORDER  -  THIRD ? (See Below)
 JK1084
 JK1084.The horizontal coordinates were established by classical geodetic methods
 JK1084.and adjusted by the National Geodetic Survey in January 1993..
 JK1084
 JK1084.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1084.The vertical order pertains to the NGVD 29 superseded value.
 JK1084
 JK1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1084
 JK1084.The geoid height was determined by GEOID03.
 JK1084
 JK1084;                    North         East     Units Scale Factor Converg.
 JK1084;SPC CO S     -   502,738.218 1,012,650.119   MT  1.00000210   +0 41 25.2
 JK1084;SPC CO S     - 1,649,400.30  3,322,336.27   sFT  1.00000210   +0 41 25.2
 JK1084;UTM  13      - 4,255,348.279   554,579.189   MT  0.99963668   +0 23 20.0
 JK1084
 JK1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1084!SPC CO S     -   0.99976762  x   1.00000210  =   0.99976972
 JK1084!UTM  13      -   0.99976762  x   0.99963668  =   0.99940438
 JK1084
 JK1084:                Primary Azimuth Mark                     Grid Az
 JK1084:SPC CO S     -  SOUTHWEST                                167 04 26.0
 JK1084:UTM  13      -  SOUTHWEST                                167 22 31.2
 JK1084
 JK1084|---------------------------------------------------------------------|
 JK1084| PID    Reference Object                     Distance      Geod. Az  |
 JK1084|                                                           dddmmss.s |
 JK1084| JK1077 SOUTHWEST                           APPROX. 1.5 KM 1674551.2 |
 JK1084| JK1087 12D                                 APPROX. 0.6 KM 1825700.0 |
 JK1084|---------------------------------------------------------------------|
 JK1084
 JK1084                          SUPERSEDED SURVEY CONTROL
 JK1084
 JK1084  NAD 83(1986)-  38 26 41.09495(N)    104 22 28.40029(W) AD(       ) 2
 JK1084  NAD 27      -  38 26 41.10290(N)    104 22 26.51517(W) AD(       ) 2
 JK1084  NGVD 29 (07/19/86) 1500.27   (m)         4922.1    (f) LEVELING    3  
 JK1084
 JK1084.Superseded values are not recommended for survey control.
 JK1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1084.See file dsdata.txt to determine how the superseded data were derived.
 JK1084
 JK1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5457955348(NAD 83)
 JK1084
 JK1084  HISTORY     - Date     Condition        Report By
 JK1084  HISTORY     - UNK      MONUMENTED
 JK1084  HISTORY     - 1975     GOOD             NGS
 JK1084
 JK1084                          STATION DESCRIPTION
 JK1084
 JK1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1084'STATION IS LOCATED ON LAND OCCUPIED BY THE FEDERAL TRANSPORTATION
 JK1084'GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES NORTHEAST OF
 JK1084'PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS ABOUT 5 MILES
 JK1084'WEST OF THE FEDERAL HEADQUARTERS BUILDING, IN LOW GRASS COVERED
 JK1084'BOGGY PASTURE LAND AND ALONG THE PROPOSED WEST LIMB OF THE HIGH
 JK1084'SPEED TRACK.
 JK1084'
 JK1084'STATION IS A STANDARD TRAVERSE STATION MARK DISK, CLAMPED
 JK1084'TO THE TOP OF A COPPER COVERED ROD DRIVEN INTO THE GROUND ABOUT 62
 JK1084'FEET, SURROUNDED BY A 4-INCH TILE WITH WEATHER CAP.  DISK PROJECTS
 JK1084'ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1802 ***********************************************************************
 KK1802  DESIGNATION -  13
 KK1802  PID         -  KK1802
 KK1802  STATE/COUNTY-  CO/JEFFERSON
 KK1802  USGS QUAD   -  LOUISVILLE (1994)
 KK1802
 KK1802                         *CURRENT SURVEY CONTROL
 KK1802  ___________________________________________________________________
 KK1802* NAD 83(1992)-  39 53 05.62576(N)    105 14 16.20724(W)     ADJUSTED  
 KK1802* NAVD 88     -      1894.6    (meters)    6216.     (feet)  VERTCON   
 KK1802  ___________________________________________________________________
 KK1802  LAPLACE CORR-         -20.27  (seconds)                    DEFLEC99
 KK1802  GEOID HEIGHT-         -15.68  (meters)                     GEOID03
 KK1802
 KK1802  HORZ ORDER  -  SECOND
 KK1802
 KK1802.The horizontal coordinates were established by classical geodetic methods
 KK1802.and adjusted by the National Geodetic Survey in January 1993..
 KK1802
 KK1802.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1802
 KK1802.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1802
 KK1802.The geoid height was determined by GEOID03.
 KK1802
 KK1802;                    North         East     Units Scale Factor Converg.
 KK1802;SPC CO C     -   532,582.229   936,827.254   MT  1.00002948   +0 09 55.2
 KK1802;SPC CO C     - 1,747,313.53  3,073,574.08   sFT  1.00002948   +0 09 55.2
 KK1802;UTM  13      - 4,415,008.998   479,664.390   MT  0.99960509   -0 09 09.0
 KK1802
 KK1802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1802!SPC CO C     -   0.99970532  x   1.00002948  =   0.99973480
 KK1802!UTM  13      -   0.99970532  x   0.99960509  =   0.99931053
 KK1802
 KK1802|---------------------------------------------------------------------|
 KK1802| PID    Reference Object                     Distance      Geod. Az  |
 KK1802|                                                           dddmmss.s |
 KK1802| CP6140 13 RM 1                              35.400 METERS 01311     |
 KK1802| CP6141 13 RM 2                              34.125 METERS 04728     |
 KK1802| CP6139 13 AZ MK                                           2750906.1 |
 KK1802|---------------------------------------------------------------------|
 KK1802
 KK1802                          SUPERSEDED SURVEY CONTROL
 KK1802
 KK1802  NAD 83(1986)-  39 53 05.62174(N)    105 14 16.20453(W) AD(       ) 2
 KK1802  NAD 27      -  39 53 05.66996(N)    105 14 14.24735(W) AD(       ) 2
 KK1802  NGVD 29 (07/19/86) 1893.5    (m)         6212.     (f) VERT ANG       
 KK1802
 KK1802.Superseded values are not recommended for survey control.
 KK1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1802.See file dsdata.txt to determine how the superseded data were derived.
 KK1802
 KK1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE7966415009(NAD 83)
 KK1802_MARKER: DD = SURVEY DISK
 KK1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1802_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1802
 KK1802  HISTORY     - Date     Condition        Report By
 KK1802  HISTORY     - 1977     MONUMENTED       CO-059
 KK1802
 KK1802                          STATION DESCRIPTION
 KK1802
 KK1802'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1802'THE STATION IS LOCATED 0.2 MILE EAST OF STATE HIGHWAY 93, 2.0
 KK1802'MILES SOUTH OF THE JEFFERSON-BOULDER COUNTY LINE, 0.2 MILE
 KK1802'EAST OF THE NORTHWEST CORNER OF SECTION 16, T 2 S, R 70 W.
 KK1802'
 KK1802'TO REACH THIS STATION FROM THE JEFFERSON COUNTY COURTHOUSE IN
 KK1802'GOLDEN, GO NORTH ON STATE HIGHWY 93, 8 MILES TO ITS CROSSING
 KK1802'WITH STATE HIGHWAY 72.  CONTINUE NORTH 1.2 MILES ON HIGHWAY 93
 KK1802'TO A DOUBLE BOULEVARD TO THE EAST ENTERING THE (ROCKY FLATS
 KK1802'PLANT.) TURN LEFT ONTO THE DOUBLE BOULEVARD AND GO EAST 0.2
 KK1802'MILE TO A CROSSING OVER A CANAL.  THE STATION IS ATOP THE
 KK1802'WEST DIKE OF THE CANAL ABOUT 116 METERS SOUTH OF THE SOUTH
 KK1802'SIDE OF THE BRIDGE AND 20 FEET SOUTHWEST OF A LONE PINE TREE.
 KK1802'
 KK1802'THE AZIMUTH MARK IS SET IN THE EAST BASE OF A SIGN FOR THE
 KK1802'ROCKY FLATS PLANT IN THE SOUTHEAST CORNER OF THE INTERSECTION
 KK1802'OF HIGHWAY 93 AND THE DOUBLE BOULEVARD.
 KK1802'
 KK1802'THE STATION MARK, STAMPED---13 JCMD 1977---, IS A 3-INCH BRONZE
 KK1802'DISK SET IN CONCRETE 0.2 FOOT ABOVE GROUND WITH NO UNDERGROUND
 KK1802'MARK.
 KK1802'
 KK1802'REFERENCE MARK 1, STAMPED---13 JCMD RM 1 1977---, IS A 3-INCH BRONZE
 KK1802'DISK CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE
 KK1802'BRIDGE OF THE CANAL.
 KK1802'
 KK1802'REFERENCE MARK 2, STAMPED---13 JCMD RM 2 1977---, IS A 3-INCH BRONZE
 KK1802'DISK CEMENTED INTO A DRILL HOLE IN THE SOUTHWEST CORNER OF A
 KK1802'CONCRETE BOX THAT FORMS A CATTLE GUARD IN THE ROAD ALONG THE
 KK1802'EAST DIKE OF THE CANAL.
 KK1802'
 KK1802'THE AZIMUTH MARK, STAMPED---13 JCMD AZM 1977---, IS A 3-INCH
 KK1802'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE EAST CONCRETE BASE
 KK1802'OF THE ROCKY FLATS ENTRANCE SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0470 ***********************************************************************
 HJ0470  DESIGNATION -  13 CFD
 HJ0470  PID         -  HJ0470
 HJ0470  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0470  USGS QUAD   -  ROCK CROSSING (1993)
 HJ0470
 HJ0470                         *CURRENT SURVEY CONTROL
 HJ0470  ___________________________________________________________________
 HJ0470* NAD 83(1986)-  37 26 07.     (N)    103 56 55.     (W)     SCALED    
 HJ0470* NAVD 88     -      1549.184  (meters)    5082.61   (feet)  ADJUSTED  
 HJ0470  ___________________________________________________________________
 HJ0470  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 HJ0470  DYNAMIC HT  -        1547.444 (meters)    5076.91  (feet)  COMP
 HJ0470  MODELED GRAV-     979,452.8   (mgal)                       NAVD 88
 HJ0470
 HJ0470  VERT ORDER  -  THIRD
 HJ0470
 HJ0470.The horizontal coordinates were scaled from a topographic map and have
 HJ0470.an estimated accuracy of +/- 6 seconds.
 HJ0470
 HJ0470.The orthometric height was determined by differential leveling
 HJ0470.and adjusted by the National Geodetic Survey in August 1995..
 HJ0470
 HJ0470.The geoid height was determined by GEOID03.
 HJ0470
 HJ0470.The dynamic height is computed by dividing the NAVD 88
 HJ0470.geopotential number by the normal gravity value computed on the
 HJ0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0470.degrees latitude (g = 980.6199 gals.).
 HJ0470
 HJ0470.The modeled gravity was interpolated from observed gravity values.
 HJ0470
 HJ0470;                    North         East    Units  Estimated Accuracy
 HJ0470;SPC CO S     -   391,240.    1,051,690.      MT  (+/- 180 meters Scaled)
 HJ0470
 HJ0470                          SUPERSEDED SURVEY CONTROL
 HJ0470
 HJ0470.No superseded survey control is available for this station.
 HJ0470
 HJ0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB930436(NAD 83)
 HJ0470_MARKER: DB = BENCH MARK DISK
 HJ0470_SETTING: 66 = SET IN ROCK OUTCROP
 HJ0470_SP_SET: BEDROCK
 HJ0470_STAMPING: 13 CFD 1970
 HJ0470_MARK LOGO: USGS  
 HJ0470_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HJ0470_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HJ0470+STABILITY: POSITION/ELEVATION WELL
 HJ0470
 HJ0470  HISTORY     - Date     Condition        Report By
 HJ0470  HISTORY     - 1970     MONUMENTED       USGS
 HJ0470
 HJ0470                          STATION DESCRIPTION
 HJ0470
 HJ0470'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HJ0470'FROM HOUGHTON, PROCEED 12.1 MILES (19.5 KM) SOUTHEAST ALONG A COUNTY
 HJ0470'ROAD KNOWN AS PIPELINE ROAD, 140 FEET (42.7 M) SOUTHWEST OF THE ROAD,
 HJ0470'AT A ROCK OUTCROP, AND SET IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0565 ***********************************************************************
 KJ0565  DESIGNATION -  13 GDD
 KJ0565  PID         -  KJ0565
 KJ0565  STATE/COUNTY-  CO/LINCOLN
 KJ0565  USGS QUAD   -  ELBA SW (1977)
 KJ0565
 KJ0565                         *CURRENT SURVEY CONTROL
 KJ0565  ___________________________________________________________________
 KJ0565* NAD 83(1986)-  39 46 13.     (N)    103 13 07.     (W)     SCALED    
 KJ0565* NAVD 88     -      1476.967  (meters)    4845.68   (feet)  ADJUSTED  
 KJ0565  ___________________________________________________________________
 KJ0565  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 KJ0565  DYNAMIC HT  -        1475.654 (meters)    4841.37  (feet)  COMP
 KJ0565  MODELED GRAV-     979,685.1   (mgal)                       NAVD 88
 KJ0565
 KJ0565  VERT ORDER  -  THIRD
 KJ0565
 KJ0565.The horizontal coordinates were scaled from a topographic map and have
 KJ0565.an estimated accuracy of +/- 6 seconds.
 KJ0565
 KJ0565.The orthometric height was determined by differential leveling
 KJ0565.and adjusted by the National Geodetic Survey in June 1991..
 KJ0565
 KJ0565.The geoid height was determined by GEOID03.
 KJ0565
 KJ0565.The dynamic height is computed by dividing the NAVD 88
 KJ0565.geopotential number by the normal gravity value computed on the
 KJ0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0565.degrees latitude (g = 980.6199 gals.).
 KJ0565
 KJ0565.The modeled gravity was interpolated from observed gravity values.
 KJ0565
 KJ0565;                    North         East    Units  Estimated Accuracy
 KJ0565;SPC CO C     -   522,280.    1,109,850.      MT  (+/- 180 meters Scaled)
 KJ0565
 KJ0565                          SUPERSEDED SURVEY CONTROL
 KJ0565
 KJ0565.No superseded survey control is available for this station.
 KJ0565
 KJ0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFE525037(NAD 83)
 KJ0565_MARKER: DB = BENCH MARK DISK
 KJ0565_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KJ0565_SP_SET: COPPER-CLAD STEEL ROD
 KJ0565_STAMPING: GDD 13 1972
 KJ0565_MARK LOGO: USGS  
 KJ0565_PROJECTION: FLUSH
 KJ0565_MAGNETIC: I = MARKER IS A STEEL ROD
 KJ0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KJ0565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0565+SATELLITE: SATELLITE OBSERVATIONS - 1972
 KJ0565_ROD/PIPE-DEPTH: 9.14 meters
 KJ0565
 KJ0565  HISTORY     - Date     Condition        Report By
 KJ0565  HISTORY     - 1972     MONUMENTED       USGS
 KJ0565
 KJ0565                          STATION DESCRIPTION
 KJ0565
 KJ0565'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KJ0565'FROM THE U.S. POST OFFICE AT ANTON, COLORADO, PROCEED 1.9 MILES NORTH
 KJ0565'ALONG STATE HIGHWAY 63 TO A CROSSROAD, 49 FEET EAST AND 39 FEET WEST
 KJ0565'OF THE CROSSROAD INTERSECTION, 1 FOOT WEST OF A WOODEN FENCE CORNER
 KJ0565'POST, 3 FEET NORTH OF AN IRON WITNESS POST, ABOUT 3.0 FEET LOWER THAN
 KJ0565'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4810 ***********************************************************************
 AB4810  DESIGNATION -  13 ZT
 AB4810  PID         -  AB4810
 AB4810  STATE/COUNTY-  CO/LOGAN
 AB4810  USGS QUAD   -  HAXTUN WEST (1980)
 AB4810
 AB4810                         *CURRENT SURVEY CONTROL
 AB4810  ___________________________________________________________________
 AB4810* NAD 83(1992)-  40 44 53.13800(N)    102 43 42.71403(W)     ADJUSTED  
 AB4810* NAVD 88     -      1258.1    (meters)    4128.     (feet)  GPS OBS   
 AB4810  ___________________________________________________________________
 AB4810  X           -  -1,066,370.447 (meters)                     COMP
 AB4810  Y           -  -4,720,896.181 (meters)                     COMP
 AB4810  Z           -   4,142,078.358 (meters)                     COMP
 AB4810  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 AB4810  ELLIP HEIGHT-        1238.01  (meters)          (12/03/02) GPS OBS
 AB4810  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 AB4810
 AB4810  HORZ ORDER  -  FIRST
 AB4810  ELLP ORDER  -  FOURTH    CLASS II
 AB4810
 AB4810.The horizontal coordinates were established by GPS observations
 AB4810.and adjusted by the National Geodetic Survey in July 1996..
 AB4810
 AB4810.The orthometric height was determined by GPS observations and a
 AB4810.high-resolution geoid model.
 AB4810
 AB4810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4810
 AB4810.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4810
 AB4810.The ellipsoidal height was determined by GPS observations
 AB4810.and is referenced to NAD 83.
 AB4810
 AB4810.The geoid height was determined by GEOID03.
 AB4810
 AB4810;                    North         East     Units Scale Factor Converg.
 AB4810;SPC CO N     -   465,544.808 1,148,425.938   MT  0.99999447   +1 47 26.7
 AB4810;SPC CO N     - 1,527,374.92  3,767,794.10   sFT  0.99999447   +1 47 26.7
 AB4810;UTM  13      - 4,513,275.625   691,766.956   MT  1.00005266   +1 28 59.2
 AB4810
 AB4810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4810!SPC CO N     -   0.99980584  x   0.99999447  =   0.99980031
 AB4810!UTM  13      -   0.99980584  x   1.00005266  =   0.99985849
 AB4810
 AB4810                          SUPERSEDED SURVEY CONTROL
 AB4810
 AB4810  ELLIP H (10/08/96) 1238.04   (m)                       GP(       ) 1 1
 AB4810  ELLIP H (07/08/96) 1238.27   (m)                       GP(       ) 1 1
 AB4810
 AB4810.Superseded values are not recommended for survey control.
 AB4810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4810.See file dsdata.txt to determine how the superseded data were derived.
 AB4810
 AB4810_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF9176713276(NAD 83)
 AB4810_MARKER: DB = BENCH MARK DISK
 AB4810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4810_STAMPING: 13 ZT 1960
 AB4810_MARK LOGO: USGS  
 AB4810_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4810+STABILITY: SURFACE MOTION
 AB4810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4810+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4810
 AB4810  HISTORY     - Date     Condition        Report By
 AB4810  HISTORY     - 1960     MONUMENTED       USGS
 AB4810  HISTORY     - 1995     GOOD             CODOT
 AB4810
 AB4810                          STATION DESCRIPTION
 AB4810
 AB4810'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1995
 AB4810'STATION IS LOCATED ABOUT 8 MILES (12.9 KM) SOUTHEAST OF CROOK, IN
 AB4810'COUNTY ROAD RIGHT OF WAY, IN SEC.  16, T.  9 N., R.  48 W.  TO REACH
 AB4810'FROM EXIT 155 ON I-76, GO SOUTH ON COUNTY ROAD 93 FOR 7.3 MILES (11.7
 AB4810'KM) TO COUNTY ROAD 44, GO WEST ON COUNTY ROAD 44 FOR 2. MILES (3.2 KM)
 AB4810'TO THE STATION ON THE RIGHT (NORTH).  STATION IS A USGS BRASS CAP IN
 AB4810'A CONCRETE MONUMENT, 29 FT (8.8 M) NORTH OF COUNTY ROAD 44 AND 45 FT
 AB4810'(13.7 M) EAST OF COUNTY ROAD 89, 2.5 FT (0.8 M) WEST OF A FIBERGLASS
 AB4810'WITNESS POST (NOAA).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1940 ***********************************************************************
 KK1940  DESIGNATION -  130
 KK1940  PID         -  KK1940
 KK1940  STATE/COUNTY-  CO/JEFFERSON
 KK1940  USGS QUAD   -  PLATTE CANYON (1994)
 KK1940
 KK1940                         *CURRENT SURVEY CONTROL
 KK1940  ___________________________________________________________________
 KK1940* NAD 83(1992)-  39 24 17.97648(N)    105 10 53.44704(W)     ADJUSTED  
 KK1940* NAVD 88     -      2074.0    (meters)    6804.     (feet)  VERTCON   
 KK1940  ___________________________________________________________________
 KK1940  LAPLACE CORR-         -11.34  (seconds)                    DEFLEC99
 KK1940  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 KK1940
 KK1940  HORZ ORDER  -  SECOND
 KK1940
 KK1940.The horizontal coordinates were established by classical geodetic methods
 KK1940.and adjusted by the National Geodetic Survey in January 1993..
 KK1940
 KK1940.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1940
 KK1940.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1940
 KK1940.The geoid height was determined by GEOID03.
 KK1940
 KK1940;                    North         East     Units Scale Factor Converg.
 KK1940;SPC CO C     -   479,316.277   941,831.807   MT  0.99994995   +0 12 03.1
 KK1940;SPC CO C     - 1,572,556.82  3,089,993.19   sFT  0.99994995   +0 12 03.1
 KK1940;UTM  13      - 4,361,736.423   484,372.455   MT  0.99960301   -0 06 54.8
 KK1940
 KK1940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1940!SPC CO C     -   0.99967708  x   0.99994995  =   0.99962705
 KK1940!UTM  13      -   0.99967708  x   0.99960301  =   0.99928022
 KK1940
 KK1940|---------------------------------------------------------------------|
 KK1940| PID    Reference Object                     Distance      Geod. Az  |
 KK1940|                                                           dddmmss.s |
 KK1940| CP6142 130 RM 1                             12.774 METERS 13251     |
 KK1940| KK1941 32 ENGRBN RALEIGH                   APPROX. 2.6 KM 2644909.4 |
 KK1940| CP6143 130 RM 2                             12.996 METERS 26715     |
 KK1940|---------------------------------------------------------------------|
 KK1940
 KK1940                          SUPERSEDED SURVEY CONTROL
 KK1940
 KK1940  NAD 83(1986)-  39 24 17.97252(N)    105 10 53.44833(W) AD(       ) 2
 KK1940  NAD 27      -  39 24 18.01237(N)    105 10 51.48190(W) AD(       ) 2
 KK1940  NGVD 29 (07/19/86) 2072.9    (m)         6801.     (f) VERT ANG       
 KK1940
 KK1940.Superseded values are not recommended for survey control.
 KK1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1940.See file dsdata.txt to determine how the superseded data were derived.
 KK1940
 KK1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8437261736(NAD 83)
 KK1940_MARKER: DD = SURVEY DISK
 KK1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1940_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1940
 KK1940  HISTORY     - Date     Condition        Report By
 KK1940  HISTORY     - 1977     MONUMENTED       CO-059
 KK1940
 KK1940                          STATION DESCRIPTION
 KK1940
 KK1940'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1940'THE STATION IS LOCATED ON A HILLTOP 1/8 MILE NORTH OF THE
 KK1940'NORTHWEST CORNER OF SECTION 36, T 7 S, R 70 W. AND 2/3 MILES
 KK1940'WEST OF THE TOWN OF SOUTH PLATTE AND THE JEFFERSON-DOUGLAS
 KK1940'COUNTY LINE, WHICH IS THE CENTER OF THE SOUTH PLATTE RIVER.
 KK1940'
 KK1940'TO REACH THE STATION FROM THE TOWN OF SOUTH PLATTE, CROSS THE
 KK1940'NORTH FORK OF THE SOUTH PLATTE RIVER ON THE BRIDGE THAT IS
 KK1940'ABOUT 500 FEET UPSTREAM FROM ITS CONFLUENCE WITH THE SOUTH
 KK1940'PLATTE RIVER AND GO 0.7 MILE ON A JEEP TRAIL SOUTHWEST TO THE
 KK1940'TOP OF THE CANYON RIM AND A NARROW TRAIL TO THE RIGHT.  (TO REACH
 KK1940'THE AZIMUTH FROM THIS POINT CONTINUE STRAIGHT AHEAD ON JEEP TRAIL
 KK1940'WESTERLY FOR ABOUT 1.5 MILES TO A FORK, TAKE THE LEFT FORK AND GO
 KK1940'SOUTHWEST FOR 0.2 MILE TO A SMALL HILL ON THE RIGHT AND THE
 KK1940'AZIMUTH ON THE TOP.)
 KK1940'CONTINUING TO THE STATION TURN RIGHT AND FOLLOW THE NARROW TRAIL
 KK1940'NORTH ALONG THE TOP OF A RIDGE 0.4 MILE TO THE HIGHEST HILLTOP ON THE
 KK1940'CANYON RIM.
 KK1940'
 KK1940'THE STATION MARK, STAMPED---130 JCMD 1977---, IS A 3-INCH
 KK1940'BRONZE DISK SET IN CONCRETE, FLUSH WITH THE GROUND, 41 FEET EAST
 KK1940'OF A 7-INCH CEDAR TREE, 45 FEET SOUTH-SOUTHEAST OF A 13-INCH PINE
 KK1940'TREE, AND 41 FEET SOUTH OF A 12-INCH FIR TREE.
 KK1940'
 KK1940'REFERENCE MARK 1, STAMPED---130 JCMD RM 1 1977---, IS A 3-INCH
 KK1940'BRONZE DISK SET IN CONCRETE FLUSH WITH THE GROUND AND 6 FEET
 KK1940'WEST-NORTHWEST OF A 20-INCH FIR TREE.
 KK1940'
 KK1940'REFERENCE MARK 2, STAMPED---130 JCMD RM 2 1977---, IS A 3-INCH
 KK1940'BRONZE DISK SET IN CONCRETE FLUSH WITH THE GROUND, AND 6 FEET
 KK1940'SOUTH OF THE BEFORE MENTIONED 7-INCH CEDAR TREE.
 KK1940'
 KK1940'THE AZIMUTH MARK, STAMPED---32 ENGRBN 1961 RALEIGH---, IS A
 KK1940'SHELL CASING SET INTO A MASS OF CONCRETE PROJECTING 9 INCHES
 KK1940'ABOVE THE GROUND SURFACE.  IT IS LOCATED ON THE TOP OF A
 KK1940'SMALL HILL ABOUT 300 FEET NORTH OF THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1943 ***********************************************************************
 KK1943  DESIGNATION -  135
 KK1943  PID         -  KK1943
 KK1943  STATE/COUNTY-  CO/JEFFERSON
 KK1943  USGS QUAD   -  PLATTE CANYON (1994)
 KK1943
 KK1943                         *CURRENT SURVEY CONTROL
 KK1943  ___________________________________________________________________
 KK1943* NAD 83(1992)-  39 22 59.31265(N)    105 14 31.62147(W)     ADJUSTED  
 KK1943* NAVD 88     -      2358.1    (meters)    7737.     (feet)  VERTCON   
 KK1943  ___________________________________________________________________
 KK1943  LAPLACE CORR-         -11.06  (seconds)                    DEFLEC99
 KK1943  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 KK1943
 KK1943  HORZ ORDER  -  SECOND
 KK1943
 KK1943.The horizontal coordinates were established by classical geodetic methods
 KK1943.and adjusted by the National Geodetic Survey in January 1993..
 KK1943
 KK1943.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1943
 KK1943.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1943
 KK1943.The geoid height was determined by GEOID03.
 KK1943
 KK1943;                    North         East     Units Scale Factor Converg.
 KK1943;SPC CO C     -   476,873.882   936,619.133   MT  0.99994800   +0 09 45.5
 KK1943;SPC CO C     - 1,564,543.73  3,072,891.27   sFT  0.99994800   +0 09 45.5
 KK1943;UTM  13      - 4,359,323.663   479,148.185   MT  0.99960535   -0 09 13.0
 KK1943
 KK1943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1943!SPC CO C     -   0.99963247  x   0.99994800  =   0.99958049
 KK1943!UTM  13      -   0.99963247  x   0.99960535  =   0.99923797
 KK1943
 KK1943:                Primary Azimuth Mark                     Grid Az
 KK1943:SPC CO C     -  SCRAGGY                                  137 03 48.7
 KK1943:UTM  13      -  SCRAGGY                                  137 22 47.2
 KK1943
 KK1943|---------------------------------------------------------------------|
 KK1943| PID    Reference Object                     Distance      Geod. Az  |
 KK1943|                                                           dddmmss.s |
 KK1943| KK1937 SCRAGGY                             APPROX. 5.1 KM 1371334.2 |
 KK1943|---------------------------------------------------------------------|
 KK1943
 KK1943                          SUPERSEDED SURVEY CONTROL
 KK1943
 KK1943  NAD 83(1986)-  39 22 59.30849(N)    105 14 31.62299(W) AD(       ) 2
 KK1943  NAD 27      -  39 22 59.34656(N)    105 14 29.65050(W) AD(       ) 2
 KK1943  NGVD 29 (07/19/86) 2357.0    (m)         7733.     (f) VERT ANG       
 KK1943
 KK1943.Superseded values are not recommended for survey control.
 KK1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1943.See file dsdata.txt to determine how the superseded data were derived.
 KK1943
 KK1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7914859324(NAD 83)
 KK1943_MARKER: Z = SEE DESCRIPTION
 KK1943_SETTING: 0 = UNSPECIFIED SETTING
 KK1943_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1943
 KK1943  HISTORY     - Date     Condition        Report By
 KK1943  HISTORY     - 1977     MONUMENTED       CO-059
 KK1943
 KK1943                          STATION DESCRIPTION
 KK1943
 KK1943'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1943'THE STATION IS LOCATED 3.75 MILES SOUTHEAST OF THE PLATT RIVER AND
 KK1943'IN THE NORTHEAST 1/4 OF SECTION 5, T-8-S, R-70-W.
 KK1943'
 KK1943'TO REACH THE STATION FROM BUFFALO CREEK, PROCEED SOUTH ON
 KK1943'JEFFERSON COUNTY HIGHWAY 126 FOR 2.6 MILES TO SIGN MARKED (TOP-OF
 KK1943'-THE-WORLD) PICNIC GROUND.  TURN LEFT (EAST) AND FOLLOW MAIN
 KK1943'ROAD 1.7 MILES TO FORK IN ROAD BY ANOTHER SIGN LIKE ABOVE.
 KK1943'TAKE RIGHT HAND FORK 0.4 MILE TO OPEN PARKING AREA ON HIGH
 KK1943'NORTH-SOUTH RIDGE.  WALK 100 YARDS NORTH TO POINT, WHICH IS
 KK1943'ESTABLISHED IN 4 FOOT ROCK STAND IN CENTER OF METAL PLATE.
 KK1943'
 KK1943'THE STATION MARK, STAMPED---135 JCMD 1977---, IS A 4-FOOT HIGH
 KK1943'BY 2-FOOT DIAMETER MOUNUMENT, AT THE CENTER OF A WIDE FOOT TRAIL,
 KK1943'WITH METAL PLATE ON TOP.  THE STATION IS THE CENTER OF THE METAL
 KK1943'PLATE.
 KK1943'
 KK1943'REFERENCE MARK 1, STAMPED---135 JCMD RM 1 1977---, IS A 3-INCH
 KK1943'BRONZE DISK CEMENTED IN A DRILL HOLE 1.3 FEET EAST OF THE WEST
 KK1943'TIP OF A 5-FOOT BY 3-FOOT BY 2-FOOT HIGH GRANITE DOME, 14.5 FEET
 KK1943'EAST-NORTHEAST OF A CONCRETE ANCHORED PARK BENCH FACING IT,
 KK1943'AND 3.6 FEET SOUTHWEST OF AN 8-INCH PINE TREE.
 KK1943'
 KK1943'REFERENCE MARK 2, STAMPED---135 JCMD RM 2 1977---, IS A 3-INCH
 KK1943'BRONZE DISK CEMENTED IN A DRILL HOLE ON THE NORTH HIGH TIP OF
 KK1943'3-FOOT DIAMETER BY 1-FOOT HIGH GRANITE DOME, 49.5 FEET
 KK1943'SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE ANCHORED PARK
 KK1943'BENCH FACING EAST, 26 FEET NORTH-NORTHWEST OF A 12-INCH
 KK1943'DOUBLE PINE TREE, AND 27.5 FEET EAST OF A 10-INCH LONE PINE
 KK1943'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0693 ***********************************************************************
 KK0693  DESIGNATION -  136
 KK0693  PID         -  KK0693
 KK0693  STATE/COUNTY-  CO/JEFFERSON
 KK0693  USGS QUAD   -  PLATTE CANYON (1994)
 KK0693
 KK0693                         *CURRENT SURVEY CONTROL
 KK0693  ___________________________________________________________________
 KK0693* NAD 83(1986)-  39 24 31.     (N)    105 10 15.     (W)     SCALED    
 KK0693* NAVD 88     -      1857.788  (meters)    6095.09   (feet)  POSTED    
 KK0693  ___________________________________________________________________
 KK0693  GEOID HEIGHT-         -15.10  (meters)                     GEOID03
 KK0693  DYNAMIC HT  -        1855.880 (meters)    6088.83  (feet)  COMP
 KK0693  MODELED GRAV-     979,533.2   (mgal)                       NAVD 88
 KK0693
 KK0693  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0693
 KK0693.The horizontal coordinates were scaled from a topographic map and have
 KK0693.an estimated accuracy of +/- 6 seconds.
 KK0693
 KK0693.The orthometric height was determined by differential leveling
 KK0693.and adjusted by the National Geodetic Survey in 1992..
 KK0693.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0693.rate of 0.0 thru 1.0 mm/km.
 KK0693
 KK0693.The geoid height was determined by GEOID03.
 KK0693
 KK0693.The dynamic height is computed by dividing the NAVD 88
 KK0693.geopotential number by the normal gravity value computed on the
 KK0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0693.degrees latitude (g = 980.6199 gals.).
 KK0693
 KK0693.The modeled gravity was interpolated from observed gravity values.
 KK0693
 KK0693;                    North         East    Units  Estimated Accuracy
 KK0693;SPC CO C     -   479,720.      942,750.      MT  (+/- 180 meters Scaled)
 KK0693
 KK0693                          SUPERSEDED SURVEY CONTROL
 KK0693
 KK0693  NGVD 29 (??/??/92) 1856.730  (m)         6091.62   (f) ADJ UNCH    1 2
 KK0693
 KK0693.Superseded values are not recommended for survey control.
 KK0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0693.See file dsdata.txt to determine how the superseded data were derived.
 KK0693
 KK0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD852621(NAD 83)
 KK0693_MARKER: DD = SURVEY DISK
 KK0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0693_STAMPING: BM 136 1930 B O 6093
 KK0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0693+STABILITY: SURFACE MOTION
 KK0693_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK0693+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2004
 KK0693
 KK0693  HISTORY     - Date     Condition        Report By
 KK0693  HISTORY     - 1930     MONUMENTED       DMWW
 KK0693  HISTORY     - 1955     GOOD             NGS
 KK0693  HISTORY     - 20041010 GOOD             GEOCAC
 KK0693
 KK0693                          STATION DESCRIPTION
 KK0693
 KK0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KK0693'10.1 MI NE FROM BUFFALO CREEK.
 KK0693'10.1 MILES NORTHEAST ALONG THE ABANDONED COLORADO AND SOUTHERN
 KK0693'RAILROAD GRADE FROM THE POST OFFICE AT BUFFALO CREEK, AT THE OLD
 KK0693'SITE OF THE TOWN OF SOUTH PLATTE, 251 FEET NORTHEAST OF THE
 KK0693'NORTHEAST CORNER OF THE SOUTH PLATTE HOTEL, 135 FEET NORTHWEST OF
 KK0693'THE NORTHWEST CORNER OF A STEEL AND CONCRETE
 KK0693'BRIDGE OVER THE SOUTH PLATTE RIVER, 82 FEET SOUTHWEST OF A WOODEN
 KK0693'GATE, 6 FEET SOUTHEAST OF THE CENTER LINE OF THE OLD RAILROAD
 KK0693'GRADE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT
 KK0693'ABOVE THE GROUND.
 KK0693
 KK0693                          STATION RECOVERY (2004)
 KK0693
 KK0693'RECOVERY NOTE BY GEOCACHING 2004 (MME)
 KK0693'ALTERNATE TRAVEL. FROM THE INTERSECTION OF PINE CREEK RD. AND DOUGLAS
 KK0693'COUNTY RD. 97 (RIVER ROAD) PROCEED NORTH ON RD. 97 4.3 MILES TO THE
 KK0693'PARKING AREA NORTHEAST OF THE SOUTH PLATTE HOTEL.
 KK0693'THE MARK IS IN THE PARKING AREA, ABOUT 60 FEET WSW OF THE METAL GATE
 KK0693'THAT IS ACROSS THE ROAD WHICH RUNS ALONG THE NORTHWEST BANK OF THE
 KK0693'RIVER. THE MARK IS ON THE SOUTH EDGE OF THE ROAD, BETWEEN TWO YELLOW
 KK0693'METAL POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1086 ***********************************************************************
 JK1086  DESIGNATION -  13D
 JK1086  PID         -  JK1086
 JK1086  STATE/COUNTY-  CO/PUEBLO
 JK1086  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1086
 JK1086                         *CURRENT SURVEY CONTROL
 JK1086  ___________________________________________________________________
 JK1086* NAD 83(1992)-  38 27 05.64507(N)    104 22 28.63490(W)     ADJUSTED  
 JK1086* NAVD 88     -      1507.94   (+/-2cm)    4947.3    (feet)  VERTCON   
 JK1086  ___________________________________________________________________
 JK1086  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 JK1086  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 JK1086
 JK1086  HORZ ORDER  -  SECOND
 JK1086  VERT ORDER  -  THIRD ? (See Below)
 JK1086
 JK1086.The horizontal coordinates were established by classical geodetic methods
 JK1086.and adjusted by the National Geodetic Survey in January 1993..
 JK1086
 JK1086.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1086.The vertical order pertains to the NGVD 29 superseded value.
 JK1086
 JK1086.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1086
 JK1086.The geoid height was determined by GEOID03.
 JK1086
 JK1086;                    North         East     Units Scale Factor Converg.
 JK1086;SPC CO S     -   503,494.711 1,012,635.425   MT  1.00000338   +0 41 25.0
 JK1086;SPC CO S     - 1,651,882.23  3,322,288.06   sFT  1.00000338   +0 41 25.0
 JK1086;UTM  13      - 4,256,104.563   554,568.480   MT  0.99963667   +0 23 20.1
 JK1086
 JK1086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1086!SPC CO S     -   0.99976655  x   1.00000338  =   0.99976993
 JK1086!UTM  13      -   0.99976655  x   0.99963667  =   0.99940330
 JK1086
 JK1086:                Primary Azimuth Mark                     Grid Az
 JK1086:SPC CO S     -  14                                       000 42 52.9
 JK1086:UTM  13      -  14                                       001 00 57.8
 JK1086
 JK1086|---------------------------------------------------------------------|
 JK1086| PID    Reference Object                     Distance      Geod. Az  |
 JK1086|                                                           dddmmss.s |
 JK1086| JK1083 14                                  APPROX. 0.8 KM 0012417.9 |
 JK1086|---------------------------------------------------------------------|
 JK1086
 JK1086                          SUPERSEDED SURVEY CONTROL
 JK1086
 JK1086  NAD 83(1986)-  38 27 05.63264(N)    104 22 28.63042(W) AD(       ) 2
 JK1086  NAD 27      -  38 27 05.64104(N)    104 22 26.74545(W) AD(       ) 2
 JK1086  NGVD 29 (07/19/86) 1507.08   (m)         4944.5    (f) LEVELING    3  
 JK1086
 JK1086.Superseded values are not recommended for survey control.
 JK1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1086.See file dsdata.txt to determine how the superseded data were derived.
 JK1086
 JK1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5456856105(NAD 83)
 JK1086
 JK1086  HISTORY     - Date     Condition        Report By
 JK1086  HISTORY     - UNK      MONUMENTED
 JK1086  HISTORY     - 1976     GOOD             NGS
 JK1086
 JK1086                          STATION DESCRIPTION
 JK1086
 JK1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JK1086'STATION IS LOCATED ON LAND OCCUPIED BY THE FEDERAL TRANSPORTATION
 JK1086'GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES NORTHEAST OF
 JK1086'PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS ABOUT 5 MILES
 JK1086'WEST-NORTHWEST OF THE FEDERAL HEADQUARTERS BUILDING, IN A LOW
 JK1086'BRUSH COVERED AREA.
 JK1086'
 JK1086'STATION IS A STANDARD TRAVERSE STATION DISK, CLAMPED TO
 JK1086'THE TOP OF A COPPER COVERED ROD DRIVEN INTO THE GROUND ABOUT 55
 JK1086'FEET, SURR-ROUNDED BY A 4-INCH TILE WITH WEATHER CAP AND CEMENT.
 JK1086'DISK PROJECTS ABOUT 8 INCHES.
 JK1086'
 JK1086'MARK IS ALONG THE PROPOSED WEST LIMB OF THE HIGH SPEED TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0595 ***********************************************************************
 LL0595  DESIGNATION -  14
 LL0595  PID         -  LL0595
 LL0595  STATE/COUNTY-  CO/LARIMER
 LL0595  USGS QUAD   -  CARTER LAKE RESERVOIR (1971)
 LL0595
 LL0595                         *CURRENT SURVEY CONTROL
 LL0595  ___________________________________________________________________
 LL0595* NAD 83(1986)-  40 19 56.     (N)    105 12 45.     (W)     SCALED    
 LL0595* NAVD 88     -      1763.338  (meters)    5785.22   (feet)  ADJUSTED  
 LL0595  ___________________________________________________________________
 LL0595  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 LL0595  DYNAMIC HT  -        1761.758 (meters)    5780.03  (feet)  COMP
 LL0595  MODELED GRAV-     979,666.6   (mgal)                       NAVD 88
 LL0595
 LL0595  VERT ORDER  -  SECOND    CLASS 0
 LL0595
 LL0595.The horizontal coordinates were scaled from a topographic map and have
 LL0595.an estimated accuracy of +/- 6 seconds.
 LL0595
 LL0595.The orthometric height was determined by differential leveling
 LL0595.and adjusted by the National Geodetic Survey in June 1991..
 LL0595
 LL0595.The geoid height was determined by GEOID03.
 LL0595
 LL0595.The dynamic height is computed by dividing the NAVD 88
 LL0595.geopotential number by the normal gravity value computed on the
 LL0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0595.degrees latitude (g = 980.6199 gals.).
 LL0595
 LL0595.The modeled gravity was interpolated from observed gravity values.
 LL0595
 LL0595;                    North         East    Units  Estimated Accuracy
 LL0595;SPC CO N     -   415,750.      938,830.      MT  (+/- 180 meters Scaled)
 LL0595
 LL0595                          SUPERSEDED SURVEY CONTROL
 LL0595
 LL0595  NGVD 29 (??/??/92) 1762.328  (m)         5781.90   (f) ADJ UNCH    2 0
 LL0595
 LL0595.Superseded values are not recommended for survey control.
 LL0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0595.See file dsdata.txt to determine how the superseded data were derived.
 LL0595
 LL0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE819646(NAD 83)
 LL0595_MARKER: DD = SURVEY DISK
 LL0595_SETTING: 66 = SET IN ROCK OUTCROP
 LL0595_SP_SET: LEDGE
 LL0595_STAMPING: 5780.054 14
 LL0595_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL0595+STABILITY: POSITION/ELEVATION WELL
 LL0595
 LL0595  HISTORY     - Date     Condition        Report By
 LL0595  HISTORY     - UNK      MONUMENTED       BOR
 LL0595  HISTORY     - 1959     GOOD             NGS
 LL0595
 LL0595                          STATION DESCRIPTION
 LL0595
 LL0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LL0595'8.4 MI W FROM BERTHOUD.
 LL0595'4.0 MILES WEST ALONG U.S. HIGHWAY 287, STATE HIGHWAY 56 AND A COUNTY
 LL0595'ROAD FROM THE POST OFFICE AT BERTHOUD, LARIMER COUNTY, THENCE 0.6
 LL0595'MILE NORTH ALONG A COUNTY ROAD, THENCE 3.8 MILE WEST ALONG A WINDING
 LL0595'COUNTY ROAD TO A FORK IN THE ROAD AT THE WEST END OF A SMALL CANYON
 LL0595'THROUGH A HOGBACK, THENCE 700 FEET NORTHEAST ALONG A DRIFT FENCE
 LL0595'TO ITS END AND THE TOP OF A HOGBACK, AND THENCE 250 FEET NORTHEAST
 LL0595'TO A ROCK LEDGE AT THE EAST SIDE OF A SMALL SADDLE, AT THE NORTH
 LL0595'END OF CARTER LAKE DAM SITE, 28 FEET WEST OF A 12-INCH PINE TREE
 LL0595'MARKED B.M., NEAR A LARGE ROCK CAIRN, IN THE TOP OF A ROCK LEDGE,
 LL0595'AND 3 FEET EAST OF THE WEST EDGE.  A UNITED STATES BUREAU OF
 LL0595'RECLAMATION STANDARD DISK, STAMPED 5780.054 14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1358 ***********************************************************************
 KK1358  DESIGNATION -  14
 KK1358  PID         -  KK1358
 KK1358  STATE/COUNTY-  CO/JEFFERSON
 KK1358  USGS QUAD   -  LOUISVILLE (1994)
 KK1358
 KK1358                         *CURRENT SURVEY CONTROL
 KK1358  ___________________________________________________________________
 KK1358* NAD 83(1992)-  39 53 58.98752(N)    105 14 28.67381(W)     ADJUSTED  
 KK1358* NAVD 88     -      1878.816  (meters)    6164.08   (feet)  ADJUSTED  
 KK1358  ___________________________________________________________________
 KK1358  LAPLACE CORR-         -20.40  (seconds)                    DEFLEC99
 KK1358  GEOID HEIGHT-         -15.69  (meters)                     GEOID03
 KK1358  DYNAMIC HT  -        1876.927 (meters)    6157.88  (feet)  COMP
 KK1358  MODELED GRAV-     979,554.1   (mgal)                       NAVD 88
 KK1358
 KK1358  HORZ ORDER  -  SECOND
 KK1358  VERT ORDER  -  FIRST     CLASS II
 KK1358
 KK1358.The horizontal coordinates were established by classical geodetic methods
 KK1358.and adjusted by the National Geodetic Survey in January 1993..
 KK1358
 KK1358.The orthometric height was determined by differential leveling
 KK1358.and adjusted by the National Geodetic Survey in June 1991..
 KK1358
 KK1358.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1358
 KK1358.The geoid height was determined by GEOID03.
 KK1358
 KK1358.The dynamic height is computed by dividing the NAVD 88
 KK1358.geopotential number by the normal gravity value computed on the
 KK1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1358.degrees latitude (g = 980.6199 gals.).
 KK1358
 KK1358.The modeled gravity was interpolated from observed gravity values.
 KK1358
 KK1358;                    North         East     Units Scale Factor Converg.
 KK1358;SPC CO C     -   534,227.228   936,526.350   MT  1.00003306   +0 09 47.4
 KK1358;SPC CO C     - 1,752,710.50  3,072,586.87   sFT  1.00003306   +0 09 47.4
 KK1358;UTM  13      - 4,416,654.939   479,372.742   MT  0.99960524   -0 09 17.2
 KK1358
 KK1358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1358!SPC CO C     -   0.99970780  x   1.00003306  =   0.99974085
 KK1358!UTM  13      -   0.99970780  x   0.99960524  =   0.99931315
 KK1358
 KK1358|---------------------------------------------------------------------|
 KK1358| PID    Reference Object                     Distance      Geod. Az  |
 KK1358|                                                           dddmmss.s |
 KK1358| CP6145 14 RM 1                              31.873 METERS 09749     |
 KK1358| CP6146 14 RM 2                              22.050 METERS 17956     |
 KK1358| CP6144 14 AZ MK                                           1800314.6 |
 KK1358|---------------------------------------------------------------------|
 KK1358
 KK1358                          SUPERSEDED SURVEY CONTROL
 KK1358
 KK1358  NAD 83(1986)-  39 53 58.98349(N)    105 14 28.67105(W) AD(       ) 2
 KK1358  NAD 27      -  39 53 59.03241(N)    105 14 26.71416(W) AD(       ) 2
 KK1358  NGVD 29 (??/??/??) 1877.820  (m)         6160.81   (f) ADJUSTED    1 2
 KK1358
 KK1358.Superseded values are not recommended for survey control.
 KK1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1358.See file dsdata.txt to determine how the superseded data were derived.
 KK1358
 KK1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE7937316655(NAD 83)
 KK1358_MARKER: DS = TRIANGULATION STATION DISK
 KK1358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1358_SP_SET: CONCRETE POST
 KK1358_STAMPING: 14 JCMD 1977
 KK1358_MARK LOGO: CO-059
 KK1358_PROJECTION: PROJECTING 8 CENTIMETERS
 KK1358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1358+STABILITY: SURFACE MOTION
 KK1358
 KK1358  HISTORY     - Date     Condition        Report By
 KK1358  HISTORY     - 1977     MONUMENTED       CO-059
 KK1358  HISTORY     - 1984     GOOD             NGS
 KK1358
 KK1358                          STATION DESCRIPTION
 KK1358
 KK1358'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1358'THE STATION IS LOCATED 1 MILE SOUTH OF THE BOULDER-JEFFERSON
 KK1358'COUNTY LINE AND AT THE WEST RIGHT-OF-WAY FENCE OF STATE HIGHWAY
 KK1358'93, NEAR THE NORTHEAST CORNER OF SECTION 8, T 2 S, R 70 W.
 KK1358'
 KK1358'TO REACH THE STATION FROM THE JEFFERSON COUNTY COURTHOUSE AT
 KK1358'GOLDEN, GO NORTH FOR 9 MILES ON STATE HIGHWAY 93 TO THE
 KK1358'ENTRANCE OF THE--ROCKY FLATS PLANT.  CONTINUE NORTH ON HIGHWAY
 KK1358'93 FOR 1 MILE TO THE SOUTH ENTRANCE DRIVEWAY TO A RESTAURANT
 KK1358'ON THE WEST SIDE OF THE HIGHWAY AND THE STATION IS SOUTHWEST OF
 KK1358'THE DRIVEWAY AT A FENCE CORNER OF AN EAST-WEST FENCE AND THE
 KK1358'RIGHT-OF-WAY FENCE.
 KK1358'
 KK1358'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH FOR 0.4
 KK1358'MILE TO THE MARK ON THE RIGHT.
 KK1358'
 KK1358'THE STATION MARK, STAMPED---14 JCMD 1977---, IS A 3-INCH
 KK1358'BRONZE DISK SET IN THE TOP OF A 3-INCH DIAMETER PIPE FILLED
 KK1358'WITH CONCRETE, PROJECTING 4 INCHES ABOVE THE GROUND SURFACE.
 KK1358'IT IS 0.5 FEET NORTHEAST OF THE ABOVE MENTIONED FENCE CORNER.
 KK1358'
 KK1358'REFERENCE MARK 1, STAMPED---14 JCMD RM 1 1977---, IS A 3-INCH
 KK1358'BRONZE DISK SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 KK1358'FLUSH WITH THE GROUND.  IT IS 1 FOOT NORTH OF THE CORNER OF THE
 KK1358'ABOVE MENTIONED EAST-WEST FENCE AND THE EAST RIGHT-OF-WAY FENCE.
 KK1358'
 KK1358'REFERENCE MARK 2, STAMPED---14 JCMD RM 2 1977---, IS A 3-INCH
 KK1358'BRONZE DISK SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT
 KK1358'FLUSH WITH THE GROUND SURFACE.  IT IS 0.5 FEET EAST OF THE WEST
 KK1358'RIGHT-OF-WAY FENCE, AND 72 FEET SOUTH OF THE STATION.
 KK1358'
 KK1358'THE AZIMUTH MARK, STAMPED---14 JCMD AZM 1977---, IS A 3-INCH
 KK1358'BRONZE DISK SET IN A CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 KK1358'THE GROUND SURFACE.  IT IS 0.5 FEET EAST OF THE WEST
 KK1358'RIGHT-OF-WAY FENCE.
 KK1358
 KK1358                          STATION RECOVERY (1984)
 KK1358
 KK1358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK1358'16.6 KM (10.3 MI) SOUTH FROM BOULDER.
 KK1358'4.0 KM (2.5 MI) SOUTH ALONG U.S. HIGHWAY 36 FROM ITS NORTH JUNCTION
 KK1358'WITH STATE HIGHWAY 119 IN BOULDER, THENCE 0.4 KM (0.25 MI) WEST ALONG
 KK1358'BASELINE ROAD, THENCE 12.2 KM (7.6 MI) SOUTHERLY ALONG STATE HIGHWAY
 KK1358'93, OR 16.7 KM (10.35 MI) NORTHERLY ALONG STATE HIGHWAY 93 FROM ITS
 KK1358'JUNCTION WITH STATE HIGHWAY 58 IN GOLDEN, 67.0 METERS (219.8 FT)
 KK1358'SOUTHEAST OF THE SOUTHEAST CORNER OF A BAR, 18.6 METERS (61.0 FT) WEST
 KK1358'OF THE CENTERLINE OF THE HIGHWAY, 9.1 METERS (29.9 FT) SOUTH OF THE
 KK1358'CENTER OF AN ENTRANCE DRIVEWAY TO THE BAR, 0.1 METER (0.3 FT) NORTH OF
 KK1358'A FENCE CORNER, AND ON THE EXTENDED CENTER OF A GRAVELED ROAD LEADING
 KK1358'EAST.
 KK1358'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1083 ***********************************************************************
 JK1083  DESIGNATION -  14
 JK1083  PID         -  JK1083
 JK1083  STATE/COUNTY-  CO/PUEBLO
 JK1083  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1083
 JK1083                         *CURRENT SURVEY CONTROL
 JK1083  ___________________________________________________________________
 JK1083* NAD 83(1992)-  38 27 30.65717(N)    104 22 27.85471(W)     ADJUSTED  
 JK1083* NAVD 88     -      1513.30   (+/-2cm)    4964.9    (feet)  VERTCON   
 JK1083  ___________________________________________________________________
 JK1083  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 JK1083  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 JK1083
 JK1083  HORZ ORDER  -  SECOND
 JK1083  VERT ORDER  -  THIRD ? (See Below)
 JK1083
 JK1083.The horizontal coordinates were established by classical geodetic methods
 JK1083.and adjusted by the National Geodetic Survey in January 1993..
 JK1083
 JK1083.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1083.The vertical order pertains to the NGVD 29 superseded value.
 JK1083
 JK1083.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1083
 JK1083.The geoid height was determined by GEOID03.
 JK1083
 JK1083;                    North         East     Units Scale Factor Converg.
 JK1083;SPC CO S     -   504,266.128 1,012,645.049   MT  1.00000469   +0 41 25.5
 JK1083;SPC CO S     - 1,654,413.12  3,322,319.63   sFT  1.00000469   +0 41 25.5
 JK1083;UTM  13      - 4,256,875.635   554,582.155   MT  0.99963669   +0 23 20.8
 JK1083
 JK1083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1083!SPC CO S     -   0.99976571  x   1.00000469  =   0.99977040
 JK1083!UTM  13      -   0.99976571  x   0.99963669  =   0.99940248
 JK1083
 JK1083:                Primary Azimuth Mark                     Grid Az
 JK1083:SPC CO S     -  14D                                      358 16 07.6
 JK1083:UTM  13      -  14D                                      358 34 12.3
 JK1083
 JK1083|---------------------------------------------------------------------|
 JK1083| PID    Reference Object                     Distance      Geod. Az  |
 JK1083|                                                           dddmmss.s |
 JK1083| JK1085 14D                                 APPROX. 0.7 KM 3585733.1 |
 JK1083|---------------------------------------------------------------------|
 JK1083
 JK1083                          SUPERSEDED SURVEY CONTROL
 JK1083
 JK1083  NAD 83(1986)-  38 27 30.64470(N)    104 22 27.85031(W) AD(       ) 2
 JK1083  NAD 27      -  38 27 30.65358(N)    104 22 25.96552(W) AD(       ) 2
 JK1083  NGVD 29 (07/19/86) 1512.44   (m)         4962.1    (f) LEVELING    3  
 JK1083
 JK1083.Superseded values are not recommended for survey control.
 JK1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1083.See file dsdata.txt to determine how the superseded data were derived.
 JK1083
 JK1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5458256876(NAD 83)
 JK1083
 JK1083  HISTORY     - Date     Condition        Report By
 JK1083  HISTORY     - UNK      MONUMENTED
 JK1083  HISTORY     - 1976     GOOD             NGS
 JK1083
 JK1083                          STATION DESCRIPTION
 JK1083
 JK1083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JK1083'STATION IS LOCATED ON LAND OCCUPIED BY THE FEDERAL TRANSPORTATION
 JK1083'GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES NORTHEAST OF
 JK1083'PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS ABOUT 5.3 MILES
 JK1083'WEST-NORTHWEST OF THE FEDERAL HEADQUARTERS BUILDING, IN A LOW
 JK1083'BRUSH COVERED AREA, 4.9 FEET WEST OF A METAL WITNESS POST.
 JK1083'
 JK1083'STATION IS A TRAVERSE STATION DISK, CLAMPED TO THE TOP OF
 JK1083'A COPPER COVERED ROD DRIVEN INTO THE GROUND ABOUT 73 FEET,
 JK1083'SURROUNDED BY A 4-INCH TILE WITH WEATHER CAP.  DISK PROJECTS ABOUT 8
 JK1083'INCHES.
 JK1083'
 JK1083'MARK IS ALONG THE PROPOSED WEST LIMB OF THE HIGH SPEED TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0472 ***********************************************************************
 HJ0472  DESIGNATION -  14 CFD
 HJ0472  PID         -  HJ0472
 HJ0472  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0472  USGS QUAD   -  ROCK CROSSING (1993)
 HJ0472
 HJ0472                         *CURRENT SURVEY CONTROL
 HJ0472  ___________________________________________________________________
 HJ0472* NAD 83(1986)-  37 27 34.     (N)    103 57 48.     (W)     SCALED    
 HJ0472* NAVD 88     -      1572.136  (meters)    5157.92   (feet)  ADJUSTED  
 HJ0472  ___________________________________________________________________
 HJ0472  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 HJ0472  DYNAMIC HT  -        1570.363 (meters)    5152.10  (feet)  COMP
 HJ0472  MODELED GRAV-     979,447.4   (mgal)                       NAVD 88
 HJ0472
 HJ0472  VERT ORDER  -  THIRD
 HJ0472
 HJ0472.The horizontal coordinates were scaled from a topographic map and have
 HJ0472.an estimated accuracy of +/- 6 seconds.
 HJ0472
 HJ0472.The orthometric height was determined by differential leveling
 HJ0472.and adjusted by the National Geodetic Survey in August 1995..
 HJ0472
 HJ0472.The geoid height was determined by GEOID03.
 HJ0472
 HJ0472.The dynamic height is computed by dividing the NAVD 88
 HJ0472.geopotential number by the normal gravity value computed on the
 HJ0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0472.degrees latitude (g = 980.6199 gals.).
 HJ0472
 HJ0472.The modeled gravity was interpolated from observed gravity values.
 HJ0472
 HJ0472;                    North         East    Units  Estimated Accuracy
 HJ0472;SPC CO S     -   393,900.    1,050,350.      MT  (+/- 180 meters Scaled)
 HJ0472
 HJ0472                          SUPERSEDED SURVEY CONTROL
 HJ0472
 HJ0472.No superseded survey control is available for this station.
 HJ0472
 HJ0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB916463(NAD 83)
 HJ0472_MARKER: DB = BENCH MARK DISK
 HJ0472_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HJ0472+WITH SETTING: INFORMATION.
 HJ0472_SP_SET: METAL ROD DRIVEN INTO GROUND
 HJ0472_STAMPING: 14 CFD 1970
 HJ0472_MARK LOGO: USGS  
 HJ0472_MAGNETIC: I = MARKER IS A STEEL ROD
 HJ0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HJ0472
 HJ0472  HISTORY     - Date     Condition        Report By
 HJ0472  HISTORY     - 1970     MONUMENTED       USGS
 HJ0472
 HJ0472                          STATION DESCRIPTION
 HJ0472
 HJ0472'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HJ0472'FROM HOUGHTON, PROCEED 10.0 MILES (16.1 KM) SOUTHEAST ALONG A COUNTY
 HJ0472'ROAD KNOWN AS PIPELINE ROAD, APPROXIMATELY 1400 FEET (426.7 M)
 HJ0472'SOUTHWEST OF A WINDMILL, 100 FEET (30.5 M) NORTH OF A ROAD FORK, 90
 HJ0472'FEET (27.4 M) NORTHEAST OF THE ROAD, AND SET ON A COPPER-COATED ROD
 HJ0472'DRIVEN 8 FEET (2.4 M) INTO THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0566 ***********************************************************************
 KJ0566  DESIGNATION -  14 GDD
 KJ0566  PID         -  KJ0566
 KJ0566  STATE/COUNTY-  CO/LINCOLN
 KJ0566  USGS QUAD   -  ANTON (1978)
 KJ0566
 KJ0566                         *CURRENT SURVEY CONTROL
 KJ0566  ___________________________________________________________________
 KJ0566* NAD 83(1986)-  39 44 28.     (N)    103 13 06.     (W)     SCALED    
 KJ0566* NAVD 88     -      1486.603  (meters)    4877.30   (feet)  ADJUSTED  
 KJ0566  ___________________________________________________________________
 KJ0566  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 KJ0566  DYNAMIC HT  -        1485.278 (meters)    4872.95  (feet)  COMP
 KJ0566  MODELED GRAV-     979,683.0   (mgal)                       NAVD 88
 KJ0566
 KJ0566  VERT ORDER  -  THIRD
 KJ0566
 KJ0566.The horizontal coordinates were scaled from a topographic map and have
 KJ0566.an estimated accuracy of +/- 6 seconds.
 KJ0566
 KJ0566.The orthometric height was determined by differential leveling
 KJ0566.and adjusted by the National Geodetic Survey in June 1991..
 KJ0566
 KJ0566.The geoid height was determined by GEOID03.
 KJ0566
 KJ0566.The dynamic height is computed by dividing the NAVD 88
 KJ0566.geopotential number by the normal gravity value computed on the
 KJ0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0566.degrees latitude (g = 980.6199 gals.).
 KJ0566
 KJ0566.The modeled gravity was interpolated from observed gravity values.
 KJ0566
 KJ0566;                    North         East    Units  Estimated Accuracy
 KJ0566;SPC CO C     -   519,040.    1,109,960.      MT  (+/- 180 meters Scaled)
 KJ0566
 KJ0566                          SUPERSEDED SURVEY CONTROL
 KJ0566
 KJ0566.No superseded survey control is available for this station.
 KJ0566
 KJ0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFE526005(NAD 83)
 KJ0566_MARKER: DB = BENCH MARK DISK
 KJ0566_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KJ0566+WITH SETTING: PAVEMENT
 KJ0566_SP_SET: CONCRETE PORCH
 KJ0566_STAMPING: GDD 14 1972
 KJ0566_MARK LOGO: USGS  
 KJ0566_MAGNETIC: N = NO MAGNETIC MATERIAL
 KJ0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0566+STABILITY: SURFACE MOTION
 KJ0566_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KJ0566+SATELLITE: SATELLITE OBSERVATIONS - 1972
 KJ0566
 KJ0566  HISTORY     - Date     Condition        Report By
 KJ0566  HISTORY     - 1972     MONUMENTED       USGS
 KJ0566
 KJ0566                          STATION DESCRIPTION
 KJ0566
 KJ0566'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KJ0566'AT ANTON, COLORADO, 18 FEET EAST AND 9 FEET SOUTH OF THE NORTHEAST
 KJ0566'CORNER OF THE U.S. POST OFFICE, 1 FOOT SOUTH OF THE CORNER ROOF PILLAR
 KJ0566'OF THE BUILDING, CEMENTED IN THE CONCRETE PORCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4824 ***********************************************************************
 AB4824  DESIGNATION -  14 JK
 AB4824  PID         -  AB4824
 AB4824  STATE/COUNTY-  CO/LOGAN
 AB4824  USGS QUAD   -  KIRCHNAVY BUTTE (1978)
 AB4824
 AB4824                         *CURRENT SURVEY CONTROL
 AB4824  ___________________________________________________________________
 AB4824* NAD 83(1992)-  40 59 34.97403(N)    103 21 04.62230(W)     ADJUSTED  
 AB4824* NAVD 88     -      1427.5    (meters)    4683.     (feet)  GPS OBS   
 AB4824  ___________________________________________________________________
 AB4824  X           -  -1,113,536.725 (meters)                     COMP
 AB4824  Y           -  -4,691,829.851 (meters)                     COMP
 AB4824  Z           -   4,162,764.340 (meters)                     COMP
 AB4824  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 AB4824  ELLIP HEIGHT-        1408.32  (meters)          (12/03/02) GPS OBS
 AB4824  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 AB4824
 AB4824  HORZ ORDER  -  FIRST
 AB4824  ELLP ORDER  -  FOURTH    CLASS II
 AB4824
 AB4824.The horizontal coordinates were established by GPS observations
 AB4824.and adjusted by the National Geodetic Survey in July 1996..
 AB4824
 AB4824.The orthometric height was determined by GPS observations and a
 AB4824.high-resolution geoid model.
 AB4824
 AB4824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4824
 AB4824.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4824
 AB4824.The ellipsoidal height was determined by GPS observations
 AB4824.and is referenced to NAD 83.
 AB4824
 AB4824.The geoid height was determined by GEOID03.
 AB4824
 AB4824;                    North         East     Units Scale Factor Converg.
 AB4824;SPC CO N     -   491,280.878 1,095,193.119   MT  1.00004076   +1 23 18.1
 AB4824;SPC CO N     - 1,611,810.68  3,593,146.09   sFT  1.00004076   +1 23 18.1
 AB4824;UTM  13      - 4,539,294.375   638,676.817   MT  0.99983670   +1 04 54.0
 AB4824
 AB4824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4824!SPC CO N     -   0.99977914  x   1.00004076  =   0.99981989
 AB4824!UTM  13      -   0.99977914  x   0.99983670  =   0.99961588
 AB4824
 AB4824                          SUPERSEDED SURVEY CONTROL
 AB4824
 AB4824  ELLIP H (10/08/96) 1408.36   (m)                       GP(       ) 1 1
 AB4824  ELLIP H (07/08/96) 1408.61   (m)                       GP(       ) 1 1
 AB4824
 AB4824.Superseded values are not recommended for survey control.
 AB4824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4824.See file dsdata.txt to determine how the superseded data were derived.
 AB4824
 AB4824_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF3867739294(NAD 83)
 AB4824_MARKER: DB = BENCH MARK DISK
 AB4824_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AB4824_STAMPING: 14 JK 1972
 AB4824_MARK LOGO: USGS  
 AB4824_PROJECTION: RECESSED 5 CENTIMETERS
 AB4824_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4824+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4824_ROD/PIPE-DEPTH: 1    meters
 AB4824
 AB4824  HISTORY     - Date     Condition        Report By
 AB4824  HISTORY     - 1972     MONUMENTED       USGS
 AB4824  HISTORY     - 1995     GOOD             CODOT
 AB4824
 AB4824                          STATION DESCRIPTION
 AB4824
 AB4824'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1995
 AB4824'STATION IS LOCATED ABOUT 13.5 MILES (21.7 KM) NORTHWEST OF PEETZ, IN
 AB4824'THE SE 1/4 OF SEC. 24, T. 12 N., R. 54 W.  OWNERSHIP MR AND MRS
 AB4824'FEHRENBACH 970-334-2229.  NOTE STATION IS IN THEIR FRONT YARD NOTIFY
 AB4824'THEM OF YOUR PLANS TO USE THIS MARK.  TO REACH FROM THE INTERSECTION
 AB4824'OF SH 113 AND COUNTY ROAD 74 IN PEETZ, GO NORTHEAST ON SH 113 FOR 2
 AB4824'MILES (3.2 KM) TO COUNTY ROAD 78, GO WEST ON COUNTY ROAD 78 FOR 13.3
 AB4824'MILES (21.4 KM) TO THE STATION ON THE RIGHT (NORTH).  STATION MARK IS
 AB4824'A BRASS DISK WELDED ON A STEEL ROD SET IN 4 IN PVC PIPE WITH NO ACCESS
 AB4824'COVER, 53.5 FT (16.3 M) NORTH OF THE CENTER OF COUNTY ROAD 78 (DIRT),
 AB4824'32.5 FT (9.9 M) WEST OF THE CENTER OF A PRIVATE DRIVE LEADING NORTH TO
 AB4824'A FARM HOUSE, 20.5 FT (6.2 M) NORTH OF A FENCE AND A FIBERGLASS
 AB4824'WITNESS POST (NOAA), 16 FT (4.9 M) WEST OF A FENCE, 2.8 FT (0.9 M)
 AB4824'EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5105 ***********************************************************************
 AC5105  DESIGNATION -  14 JR
 AC5105  PID         -  AC5105
 AC5105  STATE/COUNTY-  CO/PUEBLO
 AC5105  USGS QUAD   -  BOONE HILL (1974)
 AC5105
 AC5105                         *CURRENT SURVEY CONTROL
 AC5105  ___________________________________________________________________
 AC5105* NAD 83(1992)-  38 18 16.30050(N)    104 11 01.78541(W)     ADJUSTED  
 AC5105* NAVD 88     -      1478.9    (meters)    4852.     (feet)  GPS OBS   
 AC5105  ___________________________________________________________________
 AC5105  X           -  -1,228,278.899 (meters)                     COMP
 AC5105  Y           -  -4,859,878.173 (meters)                     COMP
 AC5105  Z           -   3,932,929.283 (meters)                     COMP
 AC5105  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 AC5105  ELLIP HEIGHT-        1458.58  (meters)          (12/03/02) GPS OBS
 AC5105  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 AC5105
 AC5105  HORZ ORDER  -  FIRST
 AC5105  ELLP ORDER  -  FOURTH    CLASS II
 AC5105
 AC5105.The horizontal coordinates were established by GPS observations
 AC5105.and adjusted by the National Geodetic Survey in January 1997..
 AC5105
 AC5105.The orthometric height was determined by GPS observations and a
 AC5105.high-resolution geoid model.
 AC5105
 AC5105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5105
 AC5105.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5105
 AC5105.The ellipsoidal height was determined by GPS observations
 AC5105.and is referenced to NAD 83.
 AC5105
 AC5105.The geoid height was determined by GEOID03.
 AC5105
 AC5105;                    North         East     Units Scale Factor Converg.
 AC5105;SPC CO S     -   487,392.141 1,029,518.438   MT  0.99997903   +0 48 26.3
 AC5105;SPC CO S     - 1,599,052.38  3,377,678.41   sFT  0.99997903   +0 48 26.3
 AC5105;UTM  13      - 4,239,918.957   571,360.838   MT  0.99966271   +0 30 21.3
 AC5105
 AC5105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5105!SPC CO S     -   0.99977119  x   0.99997903  =   0.99975022
 AC5105!UTM  13      -   0.99977119  x   0.99966271  =   0.99943398
 AC5105
 AC5105                          SUPERSEDED SURVEY CONTROL
 AC5105
 AC5105  ELLIP H (01/17/97) 1458.58   (m)                       GP(       ) 1 1
 AC5105
 AC5105.Superseded values are not recommended for survey control.
 AC5105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5105.See file dsdata.txt to determine how the superseded data were derived.
 AC5105
 AC5105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC7136139919(NAD 83)
 AC5105_MARKER: DB = BENCH MARK DISK
 AC5105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5105_STAMPING: 14 JR 4849 1954
 AC5105_MARK LOGO: USGS  
 AC5105_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC5105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5105+STABILITY: SURFACE MOTION
 AC5105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5105+SATELLITE: SATELLITE OBSERVATIONS - 1954
 AC5105
 AC5105  HISTORY     - Date     Condition        Report By
 AC5105  HISTORY     - 1954     MONUMENTED       USGS
 AC5105
 AC5105                          STATION DESCRIPTION
 AC5105
 AC5105'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AC5105'THE STATION IS LOCATED IN NORTHEAST PUEBLO COUNTY AT THE INTERSECTION
 AC5105'OF BOONE HILL AND ASHBRIDGE ROADS, ABOUT 23.3 MI (37.5 KM)
 AC5105'EAST-NORTHEAST OF DOWNTOWN PUEBLO, 5.6 MI (9.0 KM) NORTHEAST OF BOONE
 AC5105'AT THE SOUTHEAST CORNER OF SECTION 14 T20S R61W OF THE 6TH PM.
 AC5105'OWNERSHIP--PUEBLO COUNTY RIGHT-OF-WAY.  TO REACH THE STATION FROM
 AC5105'STATE HWY 96 AND BAKER STREET IN BOONE, GO EAST 1.0 MILES (1.6 KM) TO
 AC5105'THE INTERSECTION WITH BOONE HILL ROAD.  TURN LEFT, NORTHEAST, CROSSING
 AC5105'SOME RAILROAD TRACKS, ON BOONE HILL ROAD FOR 1.4 MI,CLIMBING A MESA,
 AC5105'TO A POINT WHERE BOONE HILL ROAD STRAIGHTENS TO DUE EAST-WEST.
 AC5105'CONTINUE EAST ON BOONE ROAD 1.3 MI (2.1 KM) TO A BEND TO THE NORTH.
 AC5105'CONTINUE NORTH, THEN NORTHEAST, THEN EAST 1.5 MI (2.4 KM) TO A Y
 AC5105'INTERSECTION WITH BOONE ROAD AND BOONE HILL ROAD EAST.  TAKE THE LEFT
 AC5105'FORK NORTH ON BOONE ROAD 2.0 MILES (3.2 KM) TO A SIDE ROAD RIGHT,
 AC5105'ASHBRIDGE ROAD.  THE STATION IS POSITIONED ON THE NORTHWEST CORNER OF
 AC5105'THE INTERSECTION.  THE MARK IS A STANDARD USGS BRASS VERTICAL
 AC5105'BENCHMARK DISK SET INTO THE TOP OF A CONCRETE POST 20 CM SQUARE
 AC5105'PROJECTING 30 CM ABOVE THE GROUND.  IT IS 10.5 M (34.4 FT) WEST OF THE
 AC5105'CENTER OF BOONE ROAD, 20.O M NORTH OF THE EXTENDED CNENTERLINE OF A
 AC5105'DIRT ROAD HEADING EAST,ASHBRIDGE ROAD, 0.65 M (2.13 FT) EAST OF A GATE
 AC5105'POST, 0.25 M (0.82 FT) NORTH-NORTHWEST OF A CARCENITE WITNESS POST,
 AC5105'AND ABOUT 30 CM ABOVE THE SURFACE OF BOONE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0399 ***********************************************************************
 LN0399  DESIGNATION -  14 RHM
 LN0399  PID         -  LN0399
 LN0399  STATE/COUNTY-  CO/RIO BLANCO
 LN0399  USGS QUAD   -  DINOSAUR (1968)
 LN0399
 LN0399                         *CURRENT SURVEY CONTROL
 LN0399  ___________________________________________________________________
 LN0399* NAD 83(1992)-  40 12 01.89539(N)    109 00 02.27641(W)     ADJUSTED  
 LN0399* NAVD 88     -      1741.314  (meters)    5712.96   (feet)  ADJUSTED  
 LN0399  ___________________________________________________________________
 LN0399  X           -  -1,588,720.347 (meters)                     COMP
 LN0399  Y           -  -4,613,813.498 (meters)                     COMP
 LN0399  Z           -   4,096,130.458 (meters)                     COMP
 LN0399  LAPLACE CORR-           4.96  (seconds)                    DEFLEC99
 LN0399  ELLIP HEIGHT-        1724.95  (meters)          (03/21/05) GPS OBS
 LN0399  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 LN0399  DYNAMIC HT  -        1739.727 (meters)    5707.75  (feet)  COMP
 LN0399  MODELED GRAV-     979,652.4   (mgal)                       NAVD 88
 LN0399
 LN0399  HORZ ORDER  -  FIRST
 LN0399  VERT ORDER  -  FIRST     CLASS II
 LN0399  ELLP ORDER  -  FOURTH    CLASS I
 LN0399
 LN0399.The horizontal coordinates were established by GPS observations
 LN0399.and adjusted by the CO DEPT OF HIGHWAYS in March 2005..
 LN0399
 LN0399.The orthometric height was determined by differential leveling
 LN0399.and adjusted by the National Geodetic Survey in June 1991..
 LN0399
 LN0399.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LN0399
 LN0399.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0399
 LN0399.The ellipsoidal height was determined by GPS observations
 LN0399.and is referenced to NAD 83.
 LN0399
 LN0399.The geoid height was determined by GEOID03.
 LN0399
 LN0399.The dynamic height is computed by dividing the NAVD 88
 LN0399.geopotential number by the normal gravity value computed on the
 LN0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0399.degrees latitude (g = 980.6199 gals.).
 LN0399
 LN0399.The modeled gravity was interpolated from observed gravity values.
 LN0399
 LN0399;                    North         East     Units Scale Factor Converg.
 LN0399;SPC CO N     -   406,967.565   616,435.749   MT  0.99995723   -2 15 42.8
 LN0399;SPC CO N     - 1,335,192.75  2,022,422.95   sFT  0.99995723   -2 15 42.8
 LN0399;UTM  12      - 4,451,930.962   670,170.984   MT  0.99995649   +1 17 27.0
 LN0399
 LN0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0399!SPC CO N     -   0.99972947  x   0.99995723  =   0.99968671
 LN0399!UTM  12      -   0.99972947  x   0.99995649  =   0.99968597
 LN0399
 LN0399                          SUPERSEDED SURVEY CONTROL
 LN0399
 LN0399  NAVD 88 (03/21/05) 1741.31   (m)         5712.9    (f) LEVELING    3  
 LN0399
 LN0399.Superseded values are not recommended for survey control.
 LN0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0399.See file dsdata.txt to determine how the superseded data were derived.
 LN0399
 LN0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK7017151931(NAD 83)
 LN0399_MARKER: DB = BENCH MARK DISK
 LN0399_SETTING: 66 = SET IN ROCK OUTCROP
 LN0399_SP_SET: ROCK OUTCROP
 LN0399_STAMPING: 14 RHM 1961 5709
 LN0399_MARK LOGO: USGS  
 LN0399_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LN0399_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0399+STABILITY: POSITION/ELEVATION WELL
 LN0399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0399+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004
 LN0399
 LN0399  HISTORY     - Date     Condition        Report By
 LN0399  HISTORY     - 1961     MONUMENTED       USGS
 LN0399  HISTORY     - 1984     GOOD             NGS
 LN0399  HISTORY     - 20041106 GOOD             CODOT
 LN0399
 LN0399                          STATION DESCRIPTION
 LN0399
 LN0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0399'24.1 KM (15.0 MI) NW FROM RANGELY.
 LN0399'24.1 KM (15.0 MI) NORTHWESTERLY ALONG STATE HIGHWAY 64 FROM THE POST
 LN0399'OFFICE IN RANGELY, 0.8 KM (0.5 MI) SOUTH OF MILEPOST 3, NEAR THE
 LN0399'CENTER OF A 9 BY 9 FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 87.3 M
 LN0399'(286.4 FT) SOUTH OF THE CENTER OF A DIRT ROAD LEADING NORTHEAST, AND
 LN0399'20.5 M (67.3 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 LN0399'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 LN0399'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 LN0399
 LN0399                          STATION RECOVERY (2004)
 LN0399
 LN0399'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2004 (LED)
 LN0399'THE STATION IS LOCATED ABOUT 13.5 MI (21.7 KM) NORTHWEST OF RANGELY, 3
 LN0399'MI(4.8 KM) SOUTH OF DINOSAUR AND 2.65 MI (4.26 KM) EAST OF
 LN0399'UTAH-COLORADO STATE LINE, IN THE SOUTHWEST 1/4 OF SECTION 30, T 3 N, R
 LN0399'104 W, AT STATE HIGHWAY 64 MILEPOST 3.5. OWNERSHIP--COLORADO DEPT. OF
 LN0399'TRANSPORTATION RIGHT-OF-WAY
 LN0399' 
 LN0399'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 40 AND
 LN0399'STATE HIGHWAY 64 IN DINOSAUR, GO SOUTH ON STATE HIGHWAY 64 FOR 3.5 MI
 LN0399'(5.6 KM) TO  THE STATION ON THE LEFT AT A LARGE SANDSTONE OUTCROP.
 LN0399'FROM THE POST OFFICE IN RANGELY, GO NORTHWESTERLY ALONG STATE HIGHWAY
 LN0399'64 FOR 15.0 MI (24.1 KM) TO THE STATION ON THE RIGHT
 LN0399' 
 LN0399'THE MARK IS A STANDARD DIST SET INTO A DRILL HOLE IN THE TOP OF A 2.7
 LN0399'M (8.9 FT) BY 2.7 M (8.9 FT) SANDSTONE OUTCROP THAT IS THE HIGHEST AND
 LN0399'CLOSEST TO THE HIGHWAY. IT IS 87.3 M (286.4 FT0 SOUTH FROM THE CENTER
 LN0399'OF A DIRT ROAD LEADING NORTHEAST, 20.5 M (67.3 FT) EAST FROM THE
 LN0399'CENTER LINE OF HIGHWAY, 0.3 M (1.0 FT) WEST FROM A WITNESS POST AND
 LN0399'ABOUT 0.9 M (3.0 FT) ABOVE THE HIGHWAY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1981 ***********************************************************************
 KK1981  DESIGNATION -  141
 KK1981  PID         -  KK1981
 KK1981  STATE/COUNTY-  CO/JEFFERSON
 KK1981  USGS QUAD   -  GREEN MOUNTAIN (1984)
 KK1981
 KK1981                         *CURRENT SURVEY CONTROL
 KK1981  ___________________________________________________________________
 KK1981* NAD 83(1992)-  39 18 53.59572(N)    105 19 44.23437(W)     ADJUSTED  
 KK1981* NAVD 88     -      2782.7    (meters)    9130.     (feet)  VERTCON   
 KK1981  ___________________________________________________________________
 KK1981  LAPLACE CORR-         -10.07  (seconds)                    DEFLEC99
 KK1981  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 KK1981
 KK1981  HORZ ORDER  -  SECOND
 KK1981
 KK1981.The horizontal coordinates were established by classical geodetic methods
 KK1981.and adjusted by the National Geodetic Survey in January 1993..
 KK1981
 KK1981.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1981
 KK1981.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1981
 KK1981.The geoid height was determined by GEOID03.
 KK1981
 KK1981;                    North         East     Units Scale Factor Converg.
 KK1981;SPC CO C     -   469,278.865   929,152.178   MT  0.99994286   +0 06 28.4
 KK1981;SPC CO C     - 1,539,625.74  3,048,393.44   sFT  0.99994286   +0 06 28.4
 KK1981;UTM  13      - 4,351,772.534   471,641.953   MT  0.99960990   -0 12 30.3
 KK1981
 KK1981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1981!SPC CO C     -   0.99956581  x   0.99994286  =   0.99950870
 KK1981!UTM  13      -   0.99956581  x   0.99960990  =   0.99917588
 KK1981
 KK1981|---------------------------------------------------------------------|
 KK1981| PID    Reference Object                     Distance      Geod. Az  |
 KK1981|                                                           dddmmss.s |
 KK1981| CP6147 141 RM 1                              4.223 METERS 14642     |
 KK1981| KK1977 FREEMAN PK                          APPROX. 5.5 KM 2174005.2 |
 KK1981| CP6148 141 RM 2                              5.872 METERS 26202     |
 KK1981|---------------------------------------------------------------------|
 KK1981
 KK1981                          SUPERSEDED SURVEY CONTROL
 KK1981
 KK1981  NAD 83(1986)-  39 18 53.59158(N)    105 19 44.23608(W) AD(       ) 2
 KK1981  NAD 27      -  39 18 53.63175(N)    105 19 42.24823(W) AD(       ) 2
 KK1981  NGVD 29 (07/19/86) 2781.4    (m)         9125.     (f) VERT ANG       
 KK1981
 KK1981.Superseded values are not recommended for survey control.
 KK1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1981.See file dsdata.txt to determine how the superseded data were derived.
 KK1981
 KK1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7164251773(NAD 83)
 KK1981_MARKER: DD = SURVEY DISK
 KK1981_SETTING: 66 = SET IN ROCK OUTCROP
 KK1981
 KK1981  HISTORY     - Date     Condition        Report By
 KK1981  HISTORY     - 1977     MONUMENTED       CO-059
 KK1981
 KK1981                          STATION DESCRIPTION
 KK1981
 KK1981'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1981'THE STATION IS LOCATED 1.7 MILES EAST OF WELLINGTON LAKE AND
 KK1981'9.9 MILES SOUTHEAST OF BAILEY, 1/3 MILE NORTHEAST OF GREEN
 KK1981'MOUNTAIN CREEK COLORADO, IN THE NORTHWEST 1/4 OF SECTION 34,
 KK1981'T 8 S, R 71 W.
 KK1981'
 KK1981'TO REACH THE STATION FROM INTERSECTION OF U. S. HIGHWAY 285
 KK1981'AND PARK COUNTY HIGHWAY 68 (AT STANDARD STATION) IN BAILEY,
 KK1981'COLORADO PROCEED SOUTHEAST ON PARK COUNTY HIGHWAY 68 FOLLOWING
 KK1981'SIGNS TO WELLINGTON LAKE FOR 10.8 MILES TO WELLINGTON LAKE
 KK1981'LODGE.  IMMEDIATELY PAST THE LODGE THE ROAD FORKS.  TAKE RIGHT
 KK1981'FORK (FOLLOWING U. S. FOREST SERVICE ROAD 560) TOWARD DECKERS
 KK1981'FOR 1.8 MILES TO JEEP TRAIL LEFT (BEFORE CREST OF HILL).  TURN
 KK1981'LEFT, NORTHEAST, 0.4 MILE TO CLEARING WITH FENCE AND PARK.
 KK1981'PACK NORTHEAST 1-1/2 HOURS PROCEEDING UPWARD THEN DOWNWARD
 KK1981'CROSSSNG GREEN MOUNTAIN CREEK, THEN UPWARD TO HIGHEST POINT
 KK1981'OF HILL.
 KK1981'
 KK1981'THE STATION MARK, STAMPED---141 JCMD 1977---, IS A 3-INCH
 KK1981'BRONZE DISK CEMENTED IN DRILL HOLE IN BEDROCK OUTCROP AT THE
 KK1981'SOUTHEAST CORNER OF A 2 ACRE LEVEL WOODED AREA ON A HILL TOP,
 KK1981'13.5 FEET NORTHWEST OF A 12-INCH SPRUCE TREE, 6 FEET
 KK1981'WEST-SOUTHWEST OF A 4INCH PINE TREE, AND 9.3 FEET EAST OF A
 KK1981'3-INCH SPRUCE TREE.
 KK1981'
 KK1981'REFERENCE MARK 1, STAMPED---141 JCMD RM 1 1977---, IS A 3-INCH
 KK1981'BRONZE DISK CEMENTED IN DRILL HOLE IN BEDROCK, 5 FEET
 KK1981'NORTH-NORTHEAST OF THE ABOVE MENTIONED 12-INCH SPRUCE TREE,
 KK1981'10 FEET SOUTHEAST OF THE ABOVE MENTIONED 4-INCH PINE TREE,
 KK1981'AND 13 FEET SOUTHWEST OF A 10-INCH PINE TREE.
 KK1981'
 KK1981'REFERENCE MARK 2, STAMPED---141 JCMD RM 2 1977---, IS A 3-INCH
 KK1981'BRONZE DISK CEMENTED IN DRILL HOLE IN BEDROCK, 12.5 FEET SOUTH
 KK1981'OF THE ABOVE MENTIONED 3-INCH SPRUCE TREE, 15.8 FEET SOUTHEAST
 KK1981'OF AN 11-INCH PINE TREE, AND 24.3 FEET WEST OF THE FIRST MENTIONED
 KK1981'12-INCH SPRUCE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1347 ***********************************************************************
 LL1347  DESIGNATION -  14255
 LL1347  PID         -  LL1347
 LL1347  STATE/COUNTY-  CO/BOULDER
 LL1347  USGS QUAD   -  LONGS PEAK (1978)
 LL1347
 LL1347                         *CURRENT SURVEY CONTROL
 LL1347  ___________________________________________________________________
 LL1347* NAD 83(1992)-  40 15 18.07528(N)    105 36 54.24085(W)     ADJUSTED  
 LL1347* NAVD 88     -      4345.     (meters)   14255.     (feet)  SCALED    
 LL1347  ___________________________________________________________________
 LL1347  LAPLACE CORR-         -14.25  (seconds)                    DEFLEC99
 LL1347  GEOID HEIGHT-         -12.24  (meters)                     GEOID03
 LL1347
 LL1347  HORZ ORDER  -  SECOND
 LL1347
 LL1347.The horizontal coordinates were established by classical geodetic methods
 LL1347.and adjusted by the National Geodetic Survey in January 1993..
 LL1347
 LL1347.The orthometric height was scaled from a topographic map.
 LL1347
 LL1347.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1347
 LL1347.The geoid height was determined by GEOID03.
 LL1347
 LL1347;                    North         East     Units Scale Factor Converg.
 LL1347;SPC CO N     -   407,142.467   904,612.899   MT  0.99995685   -0 04 27.7
 LL1347;SPC CO N     - 1,335,766.58  2,967,884.15   sFT  0.99995685   -0 04 27.7
 LL1347;UTM  13      - 4,456,244.094   447,693.739   MT  0.99963368   -0 23 50.9
 LL1347
 LL1347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1347!SPC CO N     -   0.99932082  x   0.99995685  =   0.99927770
 LL1347!UTM  13      -   0.99932082  x   0.99963368  =   0.99895475
 LL1347
 LL1347                          SUPERSEDED SURVEY CONTROL
 LL1347
 LL1347  NAD 83(1986)-  40 15 18.06793(N)    105 36 54.23529(W) AD(       ) 2
 LL1347  NAD 27      -  40 15 18.12100(N)    105 36 52.23000(W) AD(       ) 2
 LL1347
 LL1347.Superseded values are not recommended for survey control.
 LL1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1347.See file dsdata.txt to determine how the superseded data were derived.
 LL1347
 LL1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE4769456244(NAD 83)
 LL1347_MARKER: DD = SURVEY DISK
 LL1347_SETTING: 80 = SET IN A BOULDER
 LL1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1347+STABILITY: SURFACE MOTION
 LL1347
 LL1347  HISTORY     - Date     Condition        Report By
 LL1347  HISTORY     - 1939     MONUMENTED       USGS
 LL1347
 LL1347                          STATION DESCRIPTION
 LL1347
 LL1347'DESCRIBED BY US GEOLOGICAL SURVEY 1939
 LL1347'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 34 WITH STATE
 LL1347'HIGHWAYS 66 AND 7 AT THE NORTH END OF ESTES PARK, TURN RIGHT
 LL1347'ON HIGHWAY 66 AND 7 AND CONTINUE 0.4 MILE TO THEIR JUNCTION.
 LL1347'TURN RIGHT AND FOLLOW STATE HIGHWAY 7 FOR 8.9 MILES TO GRADED
 LL1347'ROAD, RIGHT, AND SIGNS, TRAIL TO LONGS PEAK AND HEWES-KIRKWOOD
 LL1347'INN.  TURN RIGHT ONTO GRADED ROAD AND GO 0.5 MILE TO THE
 LL1347'HEWES-KIRKWOOD INN, WHERE HORSES MAY BE OBTAINED IF DESIRED.
 LL1347'CONTINUE ON GRADED ROAD 0.7 MILES TO THE LONGS PEAK PUBLIC
 LL1347'CAMP GROUND AND THE END OF TRUCK TRAVEL.  PACK WESTERLY AND
 LL1347'SOUTHWESTERLY ABOUT 6 MILES TO THE BOULDER FIELD SHELTER
 LL1347'CABIN, WHICH IS THE END OF HORSE TRAVEL.  THENCE CLIMB
 LL1347'NORTHERLY FACE OF THE PEAK TO THE SUMMIT.
 LL1347'
 LL1347'A STANDARD
 LL1347'USGS BENCH MARK IS EAST-NORTHEAST OF THE STATION ON TOP OF
 LL1347'A LARGE BOULDER, WHICH IS THE HIGHEST POINT ON THE PEAK.  THE
 LL1347'ELEVATION, 14,255 FEET, IS STAMPED ON THIS MARK, AND IT IS
 LL1347'ABOUT 5 FEET ABOVE THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1935 ***********************************************************************
 KK1935  DESIGNATION -  144
 KK1935  PID         -  KK1935
 KK1935  STATE/COUNTY-  CO/JEFFERSON
 KK1935  USGS QUAD   -  DECKERS (1994)
 KK1935
 KK1935                         *CURRENT SURVEY CONTROL
 KK1935  ___________________________________________________________________
 KK1935* NAD 83(1992)-  39 19 53.84532(N)    105 12 53.86157(W)     ADJUSTED  
 KK1935* NAVD 88     -      2367.9    (meters)    7769.     (feet)  VERTCON   
 KK1935  ___________________________________________________________________
 KK1935  LAPLACE CORR-         -12.32  (seconds)                    DEFLEC99
 KK1935  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 KK1935
 KK1935  HORZ ORDER  -  SECOND
 KK1935
 KK1935.The horizontal coordinates were established by classical geodetic methods
 KK1935.and adjusted by the National Geodetic Survey in January 1993..
 KK1935
 KK1935.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1935
 KK1935.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1935
 KK1935.The geoid height was determined by GEOID03.
 KK1935
 KK1935;                    North         East     Units Scale Factor Converg.
 KK1935;SPC CO C     -   471,161.485   938,976.593   MT  0.99994399   +0 10 47.2
 KK1935;SPC CO C     - 1,545,802.31  3,080,625.71   sFT  0.99994399   +0 10 47.2
 KK1935;UTM  13      - 4,353,600.299   481,473.296   MT  0.99960423   -0 08 10.5
 KK1935
 KK1935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1935!SPC CO C     -   0.99963095  x   0.99994399  =   0.99957496
 KK1935!UTM  13      -   0.99963095  x   0.99960423  =   0.99923532
 KK1935
 KK1935:                Primary Azimuth Mark                     Grid Az
 KK1935:SPC CO C     -  SCRAGGY                                  029 43 38.8
 KK1935:UTM  13      -  SCRAGGY                                  030 02 36.5
 KK1935
 KK1935|---------------------------------------------------------------------|
 KK1935| PID    Reference Object                     Distance      Geod. Az  |
 KK1935|                                                           dddmmss.s |
 KK1935| KK1937 SCRAGGY                             APPROX. 2.3 KM 0295426.0 |
 KK1935| CP6150 144 RM 1                              5.408 METERS 11017     |
 KK1935| CP6151 144 RM 2                              7.072 METERS 24032     |
 KK1935|---------------------------------------------------------------------|
 KK1935
 KK1935                          SUPERSEDED SURVEY CONTROL
 KK1935
 KK1935  NAD 83(1986)-  39 19 53.84089(N)    105 12 53.86316(W) AD(       ) 2
 KK1935  NAD 27      -  39 19 53.87793(N)    105 12 51.89097(W) AD(       ) 2
 KK1935  NGVD 29 (07/19/86) 2366.8    (m)         7765.     (f) VERT ANG       
 KK1935
 KK1935.Superseded values are not recommended for survey control.
 KK1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1935.See file dsdata.txt to determine how the superseded data were derived.
 KK1935
 KK1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8147353600(NAD 83)
 KK1935_MARKER: DD = SURVEY DISK
 KK1935_SETTING: 66 = SET IN ROCK OUTCROP
 KK1935
 KK1935  HISTORY     - Date     Condition        Report By
 KK1935  HISTORY     - 1977     MONUMENTED       CO-059
 KK1935
 KK1935                          STATION DESCRIPTION
 KK1935
 KK1935'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1935'THE STATION IS LOCATED 4.7 MILES SOUTHEAST OF BUFFALO CREEK
 KK1935'AND 5.3 MILES SOUTH OF DECKERS IN THE SOUTHWEST 1/4 OF SECTION
 KK1935'22, T 8 S, R 70 W.
 KK1935'
 KK1935'TO REACH THE STATION FROM BUFFALO CREEK, TRAVEL SOUTHEAST ON
 KK1935'COUNTY HIGHWAY 126 FOR 3.9 MILES TO A POINT LOCATED 50 FEET
 KK1935'SOUTH OF GUARD RAILS BORDERING EAST SIDE OF ROAD.  FROM HERE
 KK1935'TURN LEFT (EAST) ONTO LOGGING ROAD STAYING ON MAJOR JEEP TRAIL
 KK1935'FOR 3.7 MILES TO HIGHEST POINT ON RIDGE.  PARK AND HIKE EAST
 KK1935'ALONG RIDGE TO VERY LARGE ROCK OUTCROP.  CLIMB ROCK OUTCROP
 KK1935'FROM NORTHWEST SIDE.  STATION IS LOCATED ON TOP OF CENTER OF
 KK1935'ROCK OUTCROP.  THIS IS ABOUT A 30 MINUTE PACK.
 KK1935'
 KK1935'THE STATION MARK, STAMPED---144 JCMD 1977---, IS A 3-INCH
 KK1935'BRONZE DISK CEMENTED IN A DRILL HOLE IN BEDROCK.
 KK1935'
 KK1935'REFERENCE MARK 1, STAMPED---144 JCMD RM 1 1977---, IS A 3-INCH
 KK1935'BRONZE DISK CEMENTED IN DRILL HOLE IN BEDROCK 10 FEET SOUTHEAST
 KK1935'OF A CEDAR BUSH.
 KK1935'
 KK1935'REFERENCE MARK 2, STAMPED---144 JCMD RM 2 1977---, IS A 3-INCH
 KK1935'BRONZE DISK CEMENTED IN A DRILL HOLE IN BEDROCK, 15 FEET LOWER
 KK1935'THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1936 ***********************************************************************
 KK1936  DESIGNATION -  148
 KK1936  PID         -  KK1936
 KK1936  STATE/COUNTY-  CO/JEFFERSON
 KK1936  USGS QUAD   -  DECKERS (1994)
 KK1936
 KK1936                         *CURRENT SURVEY CONTROL
 KK1936  ___________________________________________________________________
 KK1936* NAD 83(1992)-  39 17 49.33852(N)    105 12 55.89686(W)     ADJUSTED  
 KK1936* NAVD 88     -      2102.7    (meters)    6899.     (feet)  VERTCON   
 KK1936  ___________________________________________________________________
 KK1936  LAPLACE CORR-         -11.21  (seconds)                    DEFLEC99
 KK1936  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 KK1936
 KK1936  HORZ ORDER  -  SECOND
 KK1936
 KK1936.The horizontal coordinates were established by classical geodetic methods
 KK1936.and adjusted by the National Geodetic Survey in January 1993..
 KK1936
 KK1936.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1936
 KK1936.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1936
 KK1936.The geoid height was determined by GEOID03.
 KK1936
 KK1936;                    North         East     Units Scale Factor Converg.
 KK1936;SPC CO C     -   467,321.868   938,939.873   MT  0.99994174   +0 10 45.9
 KK1936;SPC CO C     - 1,533,205.16  3,080,505.23   sFT  0.99994174   +0 10 45.9
 KK1936;UTM  13      - 4,349,762.242   481,415.422   MT  0.99960425   -0 08 11.4
 KK1936
 KK1936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1936!SPC CO C     -   0.99967252  x   0.99994174  =   0.99961428
 KK1936!UTM  13      -   0.99967252  x   0.99960425  =   0.99927690
 KK1936
 KK1936|---------------------------------------------------------------------|
 KK1936| PID    Reference Object                     Distance      Geod. Az  |
 KK1936|                                                           dddmmss.s |
 KK1936| CP6152 148 RM 1                              7.698 METERS 10258     |
 KK1936| KK1952 DECKERS                             APPROX. 5.7 KM 1901227.2 |
 KK1936| CP6153 148 RM 2                             11.794 METERS 24025     |
 KK1936|---------------------------------------------------------------------|
 KK1936
 KK1936                          SUPERSEDED SURVEY CONTROL
 KK1936
 KK1936  NAD 83(1986)-  39 17 49.33393(N)    105 12 55.89854(W) AD(       ) 2
 KK1936  NAD 27      -  39 17 49.37063(N)    105 12 53.92286(W) AD(       ) 2
 KK1936  NGVD 29 (07/19/86) 2101.6    (m)         6895.     (f) VERT ANG       
 KK1936
 KK1936.Superseded values are not recommended for survey control.
 KK1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1936.See file dsdata.txt to determine how the superseded data were derived.
 KK1936
 KK1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8141549762(NAD 83)
 KK1936_MARKER: DD = SURVEY DISK
 KK1936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1936_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1936
 KK1936  HISTORY     - Date     Condition        Report By
 KK1936  HISTORY     - 1977     MONUMENTED       CO-059
 KK1936
 KK1936                          STATION DESCRIPTION
 KK1936
 KK1936'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1936'THE STATION IS LOCATED 3 MILES NORTH OF DECKERS AND 1/3 MILE
 KK1936'WEST OF THE JEFFERSON-DOUGLAS COUNTY LINE (WHICH IS THE CENTER
 KK1936'OF THE SOUTH PLATTE RIVER) AND IN THE NORTHWEST QUARTER OF
 KK1936'SECTION 3, T 9 S, R 70 W.
 KK1936'
 KK1936'TO REACH THE STATION FROM DECKERS ALONG THE RIVER AND JEFFERSON
 KK1936'COUNTY HIGHWAY 67, GO NORTH 3.4 MILES TO A 4-WHEEL DRIVE TRAIL
 KK1936'TO THE WEST, TURNING LEFT FROM THE HIGHWAY JUST NORTH OF A
 KK1936'BRIDGE.  TURN LEFT AND FOLLOW THIS TRAIL O.6 MILE TO ITS END.
 KK1936'BEGIN THE TEN MINUTE PACK NORTHWEST AROUND A CLOSE ROCK OUTCROP
 KK1936'TO A HIGHEST HILLTOP 1/8 MILE FURTHER.
 KK1936'
 KK1936'THE STATION MARK, STAMPED---148 JCMD 1977---, IS A 3-INCH
 KK1936'BRONZE DISK SET IN CONCRETE FLUSH WITH THE GROUND SURFACE.
 KK1936'THE STATION IS NEAR THE CENTER OF THE FLAT AREA ON THE
 KK1936'MOUNTAIN TOP.
 KK1936'
 KK1936'REFERENCE MARK 1, STAMPED---148 JCMD RM 1 1977---, IS A
 KK1936'3-INCH BRONZE DISK SET IN CONCRETE FLUSH WITH THE GROUND
 KK1936'SURFACE, EAST FROM THE STATION, NEAR THE EAST EDGE OF THE FLAT
 KK1936'AREA ON THE MOUNTAIN TOP.
 KK1936'
 KK1936'REFERENCE MARK 2, STAMPED---148 JCMD RM 2 1977---, IS A 3-INCH
 KK1936'BRONZE DISK SET IN CONCRETE, FLUSH WITH THE GROUND SURFACE NEAR
 KK1936'THE SOUTHWEST TIP OF THE FLAT AREA ON THE MOUNTAIN TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1085 ***********************************************************************
 JK1085  DESIGNATION -  14D
 JK1085  PID         -  JK1085
 JK1085  STATE/COUNTY-  CO/PUEBLO
 JK1085  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1085
 JK1085                         *CURRENT SURVEY CONTROL
 JK1085  ___________________________________________________________________
 JK1085* NAD 83(1992)-  38 27 54.89951(N)    104 22 28.41489(W)     ADJUSTED  
 JK1085* NAVD 88     -      1519.81   (+/-2cm)    4986.2    (feet)  VERTCON   
 JK1085  ___________________________________________________________________
 JK1085  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 JK1085  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 JK1085
 JK1085  HORZ ORDER  -  SECOND
 JK1085  VERT ORDER  -  THIRD ? (See Below)
 JK1085
 JK1085.The horizontal coordinates were established by classical geodetic methods
 JK1085.and adjusted by the National Geodetic Survey in January 1993..
 JK1085
 JK1085.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1085.The vertical order pertains to the NGVD 29 superseded value.
 JK1085
 JK1085.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1085
 JK1085.The geoid height was determined by GEOID03.
 JK1085
 JK1085;                    North         East     Units Scale Factor Converg.
 JK1085;SPC CO S     -   505,013.421 1,012,622.462   MT  1.00000598   +0 41 25.2
 JK1085;SPC CO S     - 1,656,864.87  3,322,245.53   sFT  1.00000598   +0 41 25.2
 JK1085;UTM  13      - 4,257,622.761   554,563.505   MT  0.99963666   +0 23 20.6
 JK1085
 JK1085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1085!SPC CO S     -   0.99976469  x   1.00000598  =   0.99977066
 JK1085!UTM  13      -   0.99976469  x   0.99963666  =   0.99940143
 JK1085
 JK1085:                Primary Azimuth Mark                     Grid Az
 JK1085:SPC CO S     -  14                                       178 16 07.5
 JK1085:UTM  13      -  14                                       178 34 12.1
 JK1085
 JK1085|---------------------------------------------------------------------|
 JK1085| PID    Reference Object                     Distance      Geod. Az  |
 JK1085|                                                           dddmmss.s |
 JK1085| JK1083 14                                  APPROX. 0.7 KM 1785732.7 |
 JK1085|---------------------------------------------------------------------|
 JK1085
 JK1085                          SUPERSEDED SURVEY CONTROL
 JK1085
 JK1085  NAD 83(1986)-  38 27 54.88703(N)    104 22 28.41056(W) AD(       ) 2
 JK1085  NAD 27      -  38 27 54.89634(N)    104 22 26.52592(W) AD(       ) 2
 JK1085  NGVD 29 (07/19/86) 1518.94   (m)         4983.4    (f) LEVELING    3  
 JK1085
 JK1085.Superseded values are not recommended for survey control.
 JK1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1085.See file dsdata.txt to determine how the superseded data were derived.
 JK1085
 JK1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5456457623(NAD 83)
 JK1085
 JK1085  HISTORY     - Date     Condition        Report By
 JK1085  HISTORY     - UNK      MONUMENTED
 JK1085  HISTORY     - 1976     GOOD             NGS
 JK1085
 JK1085                          STATION DESCRIPTION
 JK1085
 JK1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JK1085'STATION IS LOCATED ON LAND OCCUPIED BY THE FEDERAL TRANSPORTATION
 JK1085'GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES NORTHEAST OF
 JK1085'PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS ABOUT 5.3 MILES
 JK1085'WEST-NORTHWEST OF THE FEDERAL HEADQUARTERS BUILDING, ON A SLIGHT
 JK1085'RISE IN THE MIDDLE OF A BRUSH COVERED AREA AND 4 FEET EAST OF A
 JK1085'METAL WITNESS POST.
 JK1085'
 JK1085'STATION IS A STANDARD TRAVERSE STATION DISK, SET IN THE
 JK1085'TOP OF A ROUND CONCRETE MONUMENT 5 FEET INTO THE GROUND AND
 JK1085'PROJECTING ABOUT 2 INCHES.
 JK1085'
 JK1085'MARK IS ALONG THE PROPOSED WEST LIMB OF THE HIGH SPEED TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0594 ***********************************************************************
 LL0594  DESIGNATION -  15
 LL0594  PID         -  LL0594
 LL0594  STATE/COUNTY-  CO/LARIMER
 LL0594  USGS QUAD   -  CARTER LAKE RESERVOIR (1971)
 LL0594
 LL0594                         *CURRENT SURVEY CONTROL
 LL0594  ___________________________________________________________________
 LL0594* NAD 83(1986)-  40 20 52.     (N)    105 12 32.     (W)     SCALED    
 LL0594* NAVD 88     -      1769.032  (meters)    5803.90   (feet)  ADJUSTED  
 LL0594  ___________________________________________________________________
 LL0594  GEOID HEIGHT-         -15.48  (meters)                     GEOID03
 LL0594  DYNAMIC HT  -        1767.453 (meters)    5798.72  (feet)  COMP
 LL0594  MODELED GRAV-     979,669.7   (mgal)                       NAVD 88
 LL0594
 LL0594  VERT ORDER  -  SECOND    CLASS 0
 LL0594
 LL0594.The horizontal coordinates were scaled from a topographic map and have
 LL0594.an estimated accuracy of +/- 6 seconds.
 LL0594
 LL0594.The orthometric height was determined by differential leveling
 LL0594.and adjusted by the National Geodetic Survey in June 1991..
 LL0594
 LL0594.The geoid height was determined by GEOID03.
 LL0594
 LL0594.The dynamic height is computed by dividing the NAVD 88
 LL0594.geopotential number by the normal gravity value computed on the
 LL0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0594.degrees latitude (g = 980.6199 gals.).
 LL0594
 LL0594.The modeled gravity was interpolated from observed gravity values.
 LL0594
 LL0594;                    North         East    Units  Estimated Accuracy
 LL0594;SPC CO N     -   417,480.      939,130.      MT  (+/- 180 meters Scaled)
 LL0594
 LL0594                          SUPERSEDED SURVEY CONTROL
 LL0594
 LL0594  NGVD 29 (??/??/92) 1768.026  (m)         5800.60   (f) ADJ UNCH    2 0
 LL0594
 LL0594.Superseded values are not recommended for survey control.
 LL0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0594.See file dsdata.txt to determine how the superseded data were derived.
 LL0594
 LL0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE822663(NAD 83)
 LL0594_MARKER: DD = SURVEY DISK
 LL0594_SETTING: 80 = SET IN A BOULDER
 LL0594_STAMPING: 5798.748 15
 LL0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0594+STABILITY: SURFACE MOTION
 LL0594
 LL0594  HISTORY     - Date     Condition        Report By
 LL0594  HISTORY     - UNK      MONUMENTED       BOR
 LL0594  HISTORY     - 1959     GOOD             NGS
 LL0594
 LL0594                          STATION DESCRIPTION
 LL0594
 LL0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LL0594'9.8 MI NW FROM BERTHOUD.
 LL0594'4.0 MILES WEST ALONG U.S. HIGHWAY 287, STATE HIGHWAY 56 AND A
 LL0594'COUNTY ROAD FROM THE POST OFFICE AT BERTHOUD, LARIMER COUNTY, THENCE
 LL0594'0.6 MILE NORTH ALONG A COUNTY ROAD, THENCE 3.8 MILES WEST ALONG A
 LL0594'WINDING COUNTY ROAD TO A FORK IN THE ROAD AT THE WEST END OF A SMALL
 LL0594'CANYON THROUGH A HOGBACK, THENCE 1.4 MILES NORTHWEST ALONG A FIELD
 LL0594'ROAD THROUGH CARTER LAKE BASIN, AND THENCE 0.5 MILE EAST UP A DRAW
 LL0594'TO THE FIRST SADDLE NORTH OF THE MAIN CARTER LAKE DAM SITE, 500
 LL0594'FEET NORTHEAST OF A FENCE CORNER, 130 FEET NORTH OF AN EAST-AND-WEST
 LL0594'FENCE, 37 FEET WEST OF A 6-INCH PINE TREE, 26 FEET NORTHWEST OF A
 LL0594'SMALL SCRUBBY PINE TREE, NEAR A ROCK CAIRN, AND IN A LARGE SANDSTONE
 LL0594'BOULDER.  A UNITED STATES BUREAU OF RECLAMATION STANDARD DISK,
 LL0594'STAMPED 5798.748 15.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0445 ***********************************************************************
 KK0445  DESIGNATION -  15
 KK0445  PID         -  KK0445
 KK0445  STATE/COUNTY-  CO/DENVER
 KK0445  USGS QUAD   -  ENGLEWOOD (1997)
 KK0445
 KK0445                         *CURRENT SURVEY CONTROL
 KK0445  ___________________________________________________________________
 KK0445* NAD 83(1986)-  39 43 30.     (N)    104 53 40.     (W)     SCALED    
 KK0445* NAVD 88     -      1636.769  (meters)    5369.97   (feet)  POSTED    
 KK0445  ___________________________________________________________________
 KK0445  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 KK0445  DYNAMIC HT  -        1635.190 (meters)    5364.79  (feet)  COMP
 KK0445  MODELED GRAV-     979,607.0   (mgal)                       NAVD 88
 KK0445
 KK0445  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0445
 KK0445.The horizontal coordinates were scaled from a topographic map and have
 KK0445.an estimated accuracy of +/- 6 seconds.
 KK0445
 KK0445.The orthometric height was determined by differential leveling
 KK0445.and adjusted by the National Geodetic Survey in 1992..
 KK0445.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0445.rate of 0.0 thru 1.0 mm/km.
 KK0445
 KK0445.The geoid height was determined by GEOID03.
 KK0445
 KK0445.The dynamic height is computed by dividing the NAVD 88
 KK0445.geopotential number by the normal gravity value computed on the
 KK0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0445.degrees latitude (g = 980.6199 gals.).
 KK0445
 KK0445.The modeled gravity was interpolated from observed gravity values.
 KK0445
 KK0445;                    North         East    Units  Estimated Accuracy
 KK0445;SPC CO C     -   514,970.      966,320.      MT  (+/- 180 meters Scaled)
 KK0445
 KK0445                          SUPERSEDED SURVEY CONTROL
 KK0445
 KK0445  NGVD 29 (??/??/92) 1635.849  (m)         5366.95   (f) ADJ UNCH    1 2
 KK0445
 KK0445.Superseded values are not recommended for survey control.
 KK0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0445.See file dsdata.txt to determine how the superseded data were derived.
 KK0445
 KK0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED090972(NAD 83)
 KK0445_MARKER: DD = SURVEY DISK
 KK0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0445_STAMPING: BM NO 15 1936 5367.88 DENVER
 KK0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0445+STABILITY: SURFACE MOTION
 KK0445
 KK0445  HISTORY     - Date     Condition        Report By
 KK0445  HISTORY     - 1936     MONUMENTED       USGS
 KK0445  HISTORY     - 1954     MARK NOT FOUND   NGS
 KK0445
 KK0445                          STATION DESCRIPTION
 KK0445
 KK0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0445'AT DENVER.
 KK0445'AT LOWRY FIELD, 35 FEET SOUTH OF THE CENTERLINE OF SIXTH AVENUE,
 KK0445'10 FEET NORTH OF A FENCE, AND AT THE NORTH END OF THE MAIN RUNWAY.
 KK0445'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED BM NO
 KK0445'15 1936 5367.88 DENVER AND SET IN THE TOP OF A CONCRETE POST FLUSH
 KK0445'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1782 ***********************************************************************
 KK1782  DESIGNATION -  15
 KK1782  PID         -  KK1782
 KK1782  STATE/COUNTY-  CO/JEFFERSON
 KK1782  USGS QUAD   -  GOLDEN (1994)
 KK1782
 KK1782                         *CURRENT SURVEY CONTROL
 KK1782  ___________________________________________________________________
 KK1782* NAD 83(1992)-  39 51 52.50696(N)    105 11 49.70507(W)     ADJUSTED  
 KK1782* NAVD 88     -      1838.9    (meters)    6033.     (feet)  VERTCON   
 KK1782  ___________________________________________________________________
 KK1782  LAPLACE CORR-         -17.64  (seconds)                    DEFLEC99
 KK1782  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 KK1782
 KK1782  HORZ ORDER  -  SECOND
 KK1782
 KK1782.The horizontal coordinates were established by classical geodetic methods
 KK1782.and adjusted by the National Geodetic Survey in January 1993..
 KK1782
 KK1782.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1782
 KK1782.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1782
 KK1782.The geoid height was determined by GEOID03.
 KK1782
 KK1782;                    North         East     Units Scale Factor Converg.
 KK1782;SPC CO C     -   530,337.854   940,315.793   MT  1.00002468   +0 11 27.6
 KK1782;SPC CO C     - 1,739,950.11  3,085,019.40   sFT  1.00002468   +0 11 27.6
 KK1782;UTM  13      - 4,412,746.277   483,138.964   MT  0.99960350   -0 07 34.9
 KK1782
 KK1782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1782!SPC CO C     -   0.99971411  x   1.00002468  =   0.99973878
 KK1782!UTM  13      -   0.99971411  x   0.99960350  =   0.99931772
 KK1782
 KK1782|---------------------------------------------------------------------|
 KK1782| PID    Reference Object                     Distance      Geod. Az  |
 KK1782|                                                           dddmmss.s |
 KK1782| CP6155 15 RM 1                              12.553 METERS 05856     |
 KK1782| CP6156 15 RM 2                              11.280 METERS 14524     |
 KK1782| CP6154 15 AZ MK                                           2490250.2 |
 KK1782|---------------------------------------------------------------------|
 KK1782
 KK1782                          SUPERSEDED SURVEY CONTROL
 KK1782
 KK1782  NAD 83(1986)-  39 51 52.50331(N)    105 11 49.70240(W) AD(       ) 2
 KK1782  NAD 27      -  39 51 52.55380(N)    105 11 47.74809(W) AD(       ) 2
 KK1782  NGVD 29 (07/19/86) 1837.8    (m)         6030.     (f) VERT ANG       
 KK1782
 KK1782.Superseded values are not recommended for survey control.
 KK1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1782.See file dsdata.txt to determine how the superseded data were derived.
 KK1782
 KK1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE8313912746(NAD 83)
 KK1782_MARKER: DD = SURVEY DISK
 KK1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1782_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1782
 KK1782  HISTORY     - Date     Condition        Report By
 KK1782  HISTORY     - 1977     MONUMENTED       CO-059
 KK1782
 KK1782                          STATION DESCRIPTION
 KK1782
 KK1782'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1782'THE STATION IS LOCATED ABOUT 900 FEET NORTH OF STATE HIGHWAY
 KK1782'72, 2.2 MILES EAST OF STATE HIGHWAY 93, 1/4 MILE NORTHWEST OF
 KK1782'THE CENTER OF SECTION 23, T 2 S, R 70 W.
 KK1782'
 KK1782'TO REACH THE STATION FROM THE JEFFERSON COUNTY COURTHOUSE IN
 KK1782'GOLDEN, GO NORTH 8.0 MILES ON STATE HIGHWAY 93 TO ITS
 KK1782'INTERSECTION WITH STATE HIGHWAY 72.  TURN LEFT, GO EAST ON
 KK1782'HIGHWAY 72 FOR 2.2 MILES TO A CATTLE LOADING CHUTE AND CORRAL
 KK1782'ON THE NORTH SIDE OF THE ROAD AND THE AZIMUTH MARK LOCATED AT
 KK1782'THE FENCE JUNCTION OF THE NORTH RIGHT-OF-WAY FENCE OF HIGHWAY
 KK1782'72 IN LINE WITH THE EAST SIDE OF THE CORRAL.
 KK1782'UNLOCK THE WIRE GATE ABOUT 100 YARDS EAST OF THE
 KK1782'CORRAL AND FOLLOW THE HIGHEST RIDGES TO THE HIGHEST POINT
 KK1782'ABOUT 900 FEET DIRECTLY NORTH OF A LARGE STONE AND MASONRY
 KK1782'NONUMENT BEARING A SIGN (ROCKY FLATS INDUSTRIAL PARK) AT THE
 KK1782'NORTH SIDE OF THE HIGHWAY.  PERMISSION TO ENTER THIS PROPERTY
 KK1782'AND THE KEY IS OBTAINED AT THE MAIN CHURCH RANCH, 10100
 KK1782'WADSWORTH BOULEVARD, TELEPHONE NUMBER 424-2694.
 KK1782'
 KK1782'THE STATION MARK, STAMPED---15 JCMD 1977---, IS A 3-INCH
 KK1782'BRONZE DISK SET IN CONCRETE PROJECTING 0.2 FT ABOVE GROUND,
 KK1782'THERE IS NO UNDERGROUND MARK.
 KK1782'
 KK1782'REFERENCE MARK 1, STAMPED---15 JCMD RM1 1977---, IS A 3-INCH
 KK1782'BRONZE DISK SET IN CONCRETE PROJECTING 0.2 FT ABOVE GROUND
 KK1782'LEVEL.
 KK1782'
 KK1782'REFERENCE MARK 2, STAMPED---15 JCMD RM2 1977---, IS A 3-INCH
 KK1782'BRONZE DISK SET IN CONCRETE PROJECTING 0.2 FT ABOVE GROUND
 KK1782'LEVEL.
 KK1782'
 KK1782'THE AZIMUTH MARK, STAMPED---15 JCMD AZM 1977---, IS A 3-INCH
 KK1782'BRONZE DISK SET IN CONCRETE AT GROUND LEVEL UNDER THE NORTH
 KK1782'RIGHT-OF-WAY FENCE OF THE HIGHWAY IN LINE WITH THE EAST SIDE
 KK1782'OF THE CORRAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2973 ***********************************************************************
 AI2973  DESIGNATION -  15 BLS
 AI2973  PID         -  AI2973
 AI2973  STATE/COUNTY-  CO/RIO BLANCO
 AI2973  USGS QUAD   -  RIO BLANCO (1982)
 AI2973
 AI2973                         *CURRENT SURVEY CONTROL
 AI2973  ___________________________________________________________________
 AI2973* NAD 83(1992)-  39 44 13.54143(N)    107 56 45.27049(W)     ADJUSTED  
 AI2973* NAVD 88     -      2212.2    (meters)    7258.     (feet)  GPS OBS   
 AI2973  ___________________________________________________________________
 AI2973  X           -  -1,513,822.159 (meters)                     COMP
 AI2973  Y           -  -4,674,075.535 (meters)                     COMP
 AI2973  Z           -   4,056,985.289 (meters)                     COMP
 AI2973  LAPLACE CORR-           7.52  (seconds)                    DEFLEC99
 AI2973  ELLIP HEIGHT-        2196.62  (meters)          (12/03/02) GPS OBS
 AI2973  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 AI2973
 AI2973  HORZ ORDER  -  FIRST
 AI2973  ELLP ORDER  -  FOURTH    CLASS II
 AI2973
 AI2973.The horizontal coordinates were established by GPS observations
 AI2973.and adjusted by the National Geodetic Survey in December 1999..
 AI2973
 AI2973.The orthometric height was determined by GPS observations and a
 AI2973.high-resolution geoid model.
 AI2973
 AI2973.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2973
 AI2973.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2973
 AI2973.The ellipsoidal height was determined by GPS observations
 AI2973.and is referenced to NAD 83.
 AI2973
 AI2973.The geoid height was determined by GEOID03.
 AI2973
 AI2973;                    North         East     Units Scale Factor Converg.
 AI2973;SPC CO N     -   352,521.528   704,764.726   MT  0.99999677   -1 34 49.4
 AI2973;SPC CO N     - 1,156,564.38  2,312,215.61   sFT  0.99999677   -1 34 49.4
 AI2973;UTM  13      - 4,402,728.705   247,555.878   MT  1.00038465   -1 53 03.2
 AI2973;UTM  12      - 4,403,039.347   761,716.257   MT  1.00044336   +1 57 12.5
 AI2973
 AI2973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2973!SPC CO N     -   0.99965551  x   0.99999677  =   0.99965228
 AI2973!UTM  13      -   0.99965551  x   1.00038465  =   1.00004002
 AI2973!UTM  12      -   0.99965551  x   1.00044336  =   1.00009871
 AI2973
 AI2973                          SUPERSEDED SURVEY CONTROL
 AI2973
 AI2973  ELLIP H (12/22/99) 2196.61   (m)                       GP(       ) 4 2
 AI2973
 AI2973.Superseded values are not recommended for survey control.
 AI2973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2973.See file dsdata.txt to determine how the superseded data were derived.
 AI2973
 AI2973_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBE4755602729(NAD 83)
 AI2973_MARKER: DB = BENCH MARK DISK
 AI2973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2973_STAMPING: 15 BLS 1950 7253
 AI2973_MARK LOGO: USGS  
 AI2973_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI2973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2973+STABILITY: SURFACE MOTION
 AI2973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2973+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2001
 AI2973
 AI2973  HISTORY     - Date     Condition        Report By
 AI2973  HISTORY     - 1997     MONUMENTED       NGS
 AI2973  HISTORY     - 20010629 GOOD             NGS
 AI2973
 AI2973                          STATION DESCRIPTION
 AI2973
 AI2973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AI2973'THE STATION IS LOCATED IN THE TOWN OF RIO BLANCO, IN THE NORTHEAST 1/4
 AI2973'OF SECTION 4, T 4 S, R 94 W, AT STATE HIGHWAY 13 MILEPOST 18.8.
 AI2973'OWNERSHIP--
 AI2973'TO REACH THE STATION, GO TO THE TOWN OF RIO BLANCO AND THE
 AI2973'INTERSECTION OF STATE HIGHWAY 13 AND RIO BLANCO COUNTY ROAD 6 AND THE
 AI2973'STATION ABOUT 100 M (328.1 FT) SOUTH OF THE INTERSECTION ON THE WEST
 AI2973'SIDE OF THE ROAD
 AI2973'THE MARK IS A STANDARD USGS DISK SET INTO THE TOP OF A SQUARE 18 CM
 AI2973'CONCRETE POST PROJECTING 14 CM ABOVE THE GROUND.  IT IS 96.0 M (315.0
 AI2973'FT) SOUTH-SOUTHEAST FROM THE CENTER LINE OF RIO BLANCO COUNTY ROAD 6
 AI2973'OPPOSITE THE RIO BLANCO STORE AND CAFE, 14.75 M (48.39 FT)
 AI2973'WEST-SOUTHWEST FROM THE CENTER LINE OF STATE HIGHWAY 13, 3.5 M (11.5
 AI2973'FT) NORTHWEST FROM THE CENTER OF A GATE TO A FIELD, 1.0 M (3.3 FT)
 AI2973'SOUTH FROM A FENCE CORNER AND 0.7 M (2.3 FT) NORTHEAST FROM A WITNESS
 AI2973'POST.
 AI2973
 AI2973                          STATION RECOVERY (2001)
 AI2973
 AI2973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 AI2973'STATION IS 19 MILES NORTH OF RIFLE, CO.  FENCED-IN AREA USED TO BE A
 AI2973'SCHOOL YARD.  THIS IS GRAVITY BASE STATION 'RIO BLANCO,' DOD 3914-1,
 AI2973'HUS 462.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0475 ***********************************************************************
 HJ0475  DESIGNATION -  15 CFD
 HJ0475  PID         -  HJ0475
 HJ0475  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0475  USGS QUAD   -  ROCK CROSSING (1993)
 HJ0475
 HJ0475                         *CURRENT SURVEY CONTROL
 HJ0475  ___________________________________________________________________
 HJ0475* NAD 83(1986)-  37 28 58.     (N)    103 58 46.     (W)     SCALED    
 HJ0475* NAVD 88     -      1612.722  (meters)    5291.07   (feet)  ADJUSTED  
 HJ0475  ___________________________________________________________________
 HJ0475  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 HJ0475  DYNAMIC HT  -        1610.895 (meters)    5285.08  (feet)  COMP
 HJ0475  MODELED GRAV-     979,440.6   (mgal)                       NAVD 88
 HJ0475
 HJ0475  VERT ORDER  -  THIRD
 HJ0475
 HJ0475.The horizontal coordinates were scaled from a topographic map and have
 HJ0475.an estimated accuracy of +/- 6 seconds.
 HJ0475
 HJ0475.The orthometric height was determined by differential leveling
 HJ0475.and adjusted by the National Geodetic Survey in August 1995..
 HJ0475
 HJ0475.The geoid height was determined by GEOID03.
 HJ0475
 HJ0475.The dynamic height is computed by dividing the NAVD 88
 HJ0475.geopotential number by the normal gravity value computed on the
 HJ0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0475.degrees latitude (g = 980.6199 gals.).
 HJ0475
 HJ0475.The modeled gravity was interpolated from observed gravity values.
 HJ0475
 HJ0475;                    North         East    Units  Estimated Accuracy
 HJ0475;SPC CO S     -   396,470.    1,048,880.      MT  (+/- 180 meters Scaled)
 HJ0475
 HJ0475                          SUPERSEDED SURVEY CONTROL
 HJ0475
 HJ0475.No superseded survey control is available for this station.
 HJ0475
 HJ0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB902489(NAD 83)
 HJ0475_MARKER: DB = BENCH MARK DISK
 HJ0475_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HJ0475+WITH SETTING: INFORMATION.
 HJ0475_SP_SET: METAL ROD DRIVEN INTO GROUND
 HJ0475_STAMPING: 15 CFD 1970
 HJ0475_MARK LOGO: USGS  
 HJ0475_MAGNETIC: I = MARKER IS A STEEL ROD
 HJ0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HJ0475
 HJ0475  HISTORY     - Date     Condition        Report By
 HJ0475  HISTORY     - 1970     MONUMENTED       USGS
 HJ0475
 HJ0475                          STATION DESCRIPTION
 HJ0475
 HJ0475'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HJ0475'FROM HOUGHTON, PROCEED 8.2 MILES (13.2 KM) SOUTHEAST ALONG A COUNTY
 HJ0475'ROAD KNOWN AS PIPELINE ROAD, 60 FEET (18.3 M) SOUTHWEST OF A
 HJ0475'CATTLEGUARD, 2 FEET (0.6 M) SOUTHEAST OF A FENCE, AND SET ON A
 HJ0475'COPPER-COATED ROD DRIVEN 8 FEET (2.4 M) INTO THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0568 ***********************************************************************
 KJ0568  DESIGNATION -  15 GDD
 KJ0568  PID         -  KJ0568
 KJ0568  STATE/COUNTY-  CO/LINCOLN
 KJ0568  USGS QUAD   -  ANTON (1978)
 KJ0568
 KJ0568                         *CURRENT SURVEY CONTROL
 KJ0568  ___________________________________________________________________
 KJ0568* NAD 83(1986)-  39 43 38.     (N)    103 13 03.     (W)     SCALED    
 KJ0568* NAVD 88     -      1484.297  (meters)    4869.73   (feet)  ADJUSTED  
 KJ0568  ___________________________________________________________________
 KJ0568  GEOID HEIGHT-         -20.63  (meters)                     GEOID03
 KJ0568  DYNAMIC HT  -        1482.973 (meters)    4865.39  (feet)  COMP
 KJ0568  MODELED GRAV-     979,682.2   (mgal)                       NAVD 88
 KJ0568
 KJ0568  VERT ORDER  -  THIRD
 KJ0568
 KJ0568.The horizontal coordinates were scaled from a topographic map and have
 KJ0568.an estimated accuracy of +/- 6 seconds.
 KJ0568
 KJ0568.The orthometric height was determined by differential leveling
 KJ0568.and adjusted by the National Geodetic Survey in June 1991..
 KJ0568
 KJ0568.The geoid height was determined by GEOID03.
 KJ0568
 KJ0568.The dynamic height is computed by dividing the NAVD 88
 KJ0568.geopotential number by the normal gravity value computed on the
 KJ0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0568.degrees latitude (g = 980.6199 gals.).
 KJ0568
 KJ0568.The modeled gravity was interpolated from observed gravity values.
 KJ0568
 KJ0568;                    North         East    Units  Estimated Accuracy
 KJ0568;SPC CO C     -   517,500.    1,110,070.      MT  (+/- 180 meters Scaled)
 KJ0568
 KJ0568                          SUPERSEDED SURVEY CONTROL
 KJ0568
 KJ0568.No superseded survey control is available for this station.
 KJ0568
 KJ0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD527990(NAD 83)
 KJ0568_MARKER: DB = BENCH MARK DISK
 KJ0568_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KJ0568_SP_SET: COPPER-CLAD STEEL ROD
 KJ0568_STAMPING: GDD 15 1972
 KJ0568_MARK LOGO: USGS  
 KJ0568_PROJECTION: FLUSH
 KJ0568_MAGNETIC: I = MARKER IS A STEEL ROD
 KJ0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KJ0568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0568+SATELLITE: SATELLITE OBSERVATIONS - 1972
 KJ0568_ROD/PIPE-DEPTH: 1.83 meters
 KJ0568
 KJ0568  HISTORY     - Date     Condition        Report By
 KJ0568  HISTORY     - 1972     MONUMENTED       USGS
 KJ0568
 KJ0568                          STATION DESCRIPTION
 KJ0568
 KJ0568'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KJ0568'FROM THE U.S. POST OFFICE AT ANTON, COLORADO, PROCEED 1.0 MILE SOUTH
 KJ0568'ALONG A PAVED ROAD TO A T-ROAD EAST, 50 FEET EAST AND 35 FEET SOUTH OF
 KJ0568'THE T-ROAD EAST INTERSECTION, 1.5 FEET NORTHWEST OF A WOODEN FENCE
 KJ0568'CORNER POST, 3 FEET NORTHWEST OF AN IRON WITNESS POST, 3.6 FEET LOWER
 KJ0568'THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4819 ***********************************************************************
 AB4819  DESIGNATION -  15 WF
 AB4819  PID         -  AB4819
 AB4819  STATE/COUNTY-  CO/LOGAN
 AB4819  USGS QUAD   -  UHLER RANCH (1962)
 AB4819
 AB4819                         *CURRENT SURVEY CONTROL
 AB4819  ___________________________________________________________________
 AB4819* NAD 83(1992)-  40 39 12.74485(N)    102 58 19.32716(W)     ADJUSTED  
 AB4819* NAVD 88     -      1344.1    (meters)    4410.     (feet)  GPS OBS   
 AB4819  ___________________________________________________________________
 AB4819  X           -  -1,087,976.259 (meters)                     COMP
 AB4819  Y           -  -4,723,058.896 (meters)                     COMP
 AB4819  Z           -   4,134,172.573 (meters)                     COMP
 AB4819  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 AB4819  ELLIP HEIGHT-        1324.09  (meters)          (12/03/02) GPS OBS
 AB4819  GEOID HEIGHT-         -19.96  (meters)                     GEOID03
 AB4819
 AB4819  HORZ ORDER  -  FIRST
 AB4819  ELLP ORDER  -  FOURTH    CLASS II
 AB4819
 AB4819.The horizontal coordinates were established by GPS observations
 AB4819.and adjusted by the National Geodetic Survey in July 1996..
 AB4819
 AB4819.The orthometric height was determined by GPS observations and a
 AB4819.high-resolution geoid model.
 AB4819
 AB4819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4819
 AB4819.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4819
 AB4819.The ellipsoidal height was determined by GPS observations
 AB4819.and is referenced to NAD 83.
 AB4819
 AB4819.The geoid height was determined by GEOID03.
 AB4819
 AB4819;                    North         East     Units Scale Factor Converg.
 AB4819;SPC CO N     -   454,434.783 1,128,169.506   MT  0.99998151   +1 38 00.2
 AB4819;SPC CO N     - 1,490,924.78  3,701,336.12   sFT  0.99998151   +1 38 00.2
 AB4819;UTM  13      - 4,502,275.088   671,450.367   MT  0.99996183   +1 19 17.4
 AB4819
 AB4819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4819!SPC CO N     -   0.99979234  x   0.99998151  =   0.99977385
 AB4819!UTM  13      -   0.99979234  x   0.99996183  =   0.99975418
 AB4819
 AB4819                          SUPERSEDED SURVEY CONTROL
 AB4819
 AB4819  ELLIP H (10/08/96) 1324.12   (m)                       GP(       ) 1 1
 AB4819  ELLIP H (07/08/96) 1324.36   (m)                       GP(       ) 1 1
 AB4819
 AB4819.Superseded values are not recommended for survey control.
 AB4819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4819.See file dsdata.txt to determine how the superseded data were derived.
 AB4819
 AB4819_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF7145002275(NAD 83)
 AB4819_MARKER: DB = BENCH MARK DISK
 AB4819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4819_STAMPING: 15 WF 1948 4407 USGS
 AB4819_MARK LOGO: USGS  
 AB4819_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4819+STABILITY: SURFACE MOTION
 AB4819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4819+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4819
 AB4819  HISTORY     - Date     Condition        Report By
 AB4819  HISTORY     - 1948     MONUMENTED       USGS
 AB4819  HISTORY     - 1995     GOOD             CODOT
 AB4819
 AB4819                          STATION DESCRIPTION
 AB4819
 AB4819'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1995
 AB4819'STATION IS LOCATED ABOUT 13 MILES (20.9 KM) EAST OF STERLING, IN THE
 AB4819'NW 1/4 OF SEC. 21, T. 8 N., R. 50 W.  OWNERSHIP-- PRIVATE PROPERTY.
 AB4819'TO REACH THE STATION FROM THE INTERSECTION OF US 6 AND COUNTY ROAD 67,
 AB4819'GO SOUTH ON COUNTY ROAD 67 FOR 2.5 MILES (4.0 KM) TO COUNTY ROAD 30,
 AB4819'GO WEST ON COUNTY ROAD 30 FOR 1.0 MILE (1.6 KM) TO COUNTY ROAD 65, GO
 AB4819'NORTH ON AN EXTENSION OF COUNTY ROAD 65 FOR 0.55 MILES (0.89 KM) TO A
 AB4819'BARBED WIRE FENCE AND GATE, CONTINUE NORTH FOR 0.25 MILES (0.40 KM) TO
 AB4819'THE STATION ON THE RIGHT.  STATION MARK IS A BRASS DISK SET IN A 12 IN
 AB4819'SQUARE CONCRETE POST PROJECTING 10 CM ABOVE THE GROUND ON THE
 AB4819'NORTHWESTERN SIDE OF A HILL, 17.8M EAST OF A WESTERN FENCE LINE, 11.3M
 AB4819'SOUTH OF A FENCE CORNER, 0.6 M SOUTH OF A WITNESS POST AND 0.2 M
 AB4819'(0.7 FT) WEST OF A WESTERN FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1960 ***********************************************************************
 KK1960  DESIGNATION -  150
 KK1960  PID         -  KK1960
 KK1960  STATE/COUNTY-  CO/JEFFERSON
 KK1960  USGS QUAD   -  CHEESMAN LAKE (1984)
 KK1960
 KK1960                         *CURRENT SURVEY CONTROL
 KK1960  ___________________________________________________________________
 KK1960* NAD 83(1992)-  39 14 25.55246(N)    105 21 50.35408(W)     ADJUSTED  
 KK1960* NAVD 88     -      2804.2    (meters)    9200.     (feet)  VERTCON   
 KK1960  ___________________________________________________________________
 KK1960  LAPLACE CORR-         -16.29  (seconds)                    DEFLEC99
 KK1960  GEOID HEIGHT-         -13.83  (meters)                     GEOID03
 KK1960
 KK1960  HORZ ORDER  -  SECOND
 KK1960
 KK1960.The horizontal coordinates were established by classical geodetic methods
 KK1960.and adjusted by the National Geodetic Survey in January 1993..
 KK1960
 KK1960.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1960
 KK1960.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1960
 KK1960.The geoid height was determined by GEOID03.
 KK1960
 KK1960;                    North         East     Units Scale Factor Converg.
 KK1960;SPC CO C     -   461,008.044   926,143.423   MT  0.99993886   +0 05 08.8
 KK1960;SPC CO C     - 1,512,490.56  3,038,522.21   sFT  0.99993886   +0 05 08.8
 KK1960;UTM  13      - 4,343,521.163   468,588.610   MT  0.99961215   -0 13 48.9
 KK1960
 KK1960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1960!SPC CO C     -   0.99956240  x   0.99993886  =   0.99950128
 KK1960!UTM  13      -   0.99956240  x   0.99961215  =   0.99917472
 KK1960
 KK1960:                Primary Azimuth Mark                     Grid Az
 KK1960:SPC CO C     -  WIGWAM                                   118 58 53.0
 KK1960:UTM  13      -  WIGWAM                                   119 17 50.7
 KK1960
 KK1960|---------------------------------------------------------------------|
 KK1960| PID    Reference Object                     Distance      Geod. Az  |
 KK1960|                                                           dddmmss.s |
 KK1960| KK1954 WIGWAM                              APPROX. 4.1 KM 1190401.8 |
 KK1960| CP6157 150 RM 1                             20.464 METERS 22404     |
 KK1960| CP6158 150 RM 2                             11.185 METERS 34443     |
 KK1960|---------------------------------------------------------------------|
 KK1960
 KK1960                          SUPERSEDED SURVEY CONTROL
 KK1960
 KK1960  NAD 83(1986)-  39 14 25.54707(N)    105 21 50.35638(W) AD(       ) 2
 KK1960  NAD 27      -  39 14 25.58962(N)    105 21 48.35942(W) AD(       ) 2
 KK1960  NGVD 29 (07/19/86) 2802.9    (m)         9196.     (f) VERT ANG       
 KK1960
 KK1960.Superseded values are not recommended for survey control.
 KK1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1960.See file dsdata.txt to determine how the superseded data were derived.
 KK1960
 KK1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD6858943521(NAD 83)
 KK1960_MARKER: DD = SURVEY DISK
 KK1960_SETTING: 66 = SET IN ROCK OUTCROP
 KK1960
 KK1960  HISTORY     - Date     Condition        Report By
 KK1960  HISTORY     - 1977     MONUMENTED       CO-059
 KK1960
 KK1960                          STATION DESCRIPTION
 KK1960
 KK1960'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1960'THE STATION IS LOCATED 1 MILE WEST OF THE FLYING G RANCH, GIRL
 KK1960'SCOUT CAMP, IN UNPLATTED GROUND IN THE PIKE NATIONAL FOREST.
 KK1960'
 KK1960'TO REACH THIS STATION FROM DECKERS, GO WEST ACROSS THE BRIDGE
 KK1960'FOR 2.7 MILES ON COUNTY ROAD 126 TO THE FOREST SERVICE ROAD ON
 KK1960'THE LEFT.  TURN LEFT AND GO SOUTH 1.8 MILES TO AN INTERSECTION
 KK1960'WITH A ROAD FROM THE WEST.  GO 1 MILE WEST TO A FORK AND BEAR
 KK1960'RIGHT TOWARD FLYING G RANCH.  FOLLOW THIS ROAD 2.9 MILES TO
 KK1960'FLYING G RANCH LODGE AND GAIN PERMISSION.  DRIVE 0.4 MILE WEST
 KK1960'OF THE LODGE TO THE CAMP JUNKYARD.  BEGIN THE 30 MINUTE PACK ON
 KK1960'ESTABLISHED TRAIL 3/4 MILE NORTHWEST TO A MOUNTAIN TOP.
 KK1960'
 KK1960'THE STATION MARK, STAMPED---150 JCMD 1977---, IS A 3-INCH
 KK1960'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP,
 KK1960'SEVERAL FEET WEST OF AN EAST FACING CLIFF.
 KK1960'
 KK1960'REFERENCE MARK 1, STAMPED---150 JCMD RM 1 1977---, IS A 3-INCH
 KK1960'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP 60
 KK1960'FEET SOUTH OF A LINE OF TREES AND 30 FEET WEST OF THE CLIFF
 KK1960'FACE.
 KK1960'
 KK1960'REFERENCE MARK 2, STAMPED---150 JCMD RM 2 1977---, IS A 3-INCH
 KK1960'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP,
 KK1960'20 FEET SOUTHWEST OF A LONE PINE TREE, 25 FEET NORTHWEST OF THE
 KK1960'LINE OF TREES AND 20 FEET WEST OF THE CLIFF FACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1956 ***********************************************************************
 KK1956  DESIGNATION -  152
 KK1956  PID         -  KK1956
 KK1956  STATE/COUNTY-  CO/JEFFERSON
 KK1956  USGS QUAD   -  CHEESMAN LAKE (1984)
 KK1956
 KK1956                         *CURRENT SURVEY CONTROL
 KK1956  ___________________________________________________________________
 KK1956* NAD 83(1992)-  39 14 57.36256(N)    105 18 21.18779(W)     ADJUSTED  
 KK1956* NAVD 88     -      2592.2    (meters)    8505.     (feet)  VERTCON   
 KK1956  ___________________________________________________________________
 KK1956  LAPLACE CORR-         -14.52  (seconds)                    DEFLEC99
 KK1956  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 KK1956
 KK1956  HORZ ORDER  -  SECOND
 KK1956
 KK1956.The horizontal coordinates were established by classical geodetic methods
 KK1956.and adjusted by the National Geodetic Survey in January 1993..
 KK1956
 KK1956.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1956
 KK1956.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1956
 KK1956.The geoid height was determined by GEOID03.
 KK1956
 KK1956;                    North         East     Units Scale Factor Converg.
 KK1956;SPC CO C     -   461,998.085   931,157.079   MT  0.99993925   +0 07 20.7
 KK1956;SPC CO C     - 1,515,738.72  3,054,971.18   sFT  0.99993925   +0 07 20.7
 KK1956;UTM  13      - 4,344,483.222   473,606.000   MT  0.99960858   -0 11 36.7
 KK1956
 KK1956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1956!SPC CO C     -   0.99959569  x   0.99993925  =   0.99953496
 KK1956!UTM  13      -   0.99959569  x   0.99960858  =   0.99920443
 KK1956
 KK1956|---------------------------------------------------------------------|
 KK1956| PID    Reference Object                     Distance      Geod. Az  |
 KK1956|                                                           dddmmss.s |
 KK1956| CP6159 152 RM 1                             14.115 METERS 12549     |
 KK1956| KK1954 WIGWAM                              APPROX. 3.3 KM 2045507.9 |
 KK1956| CP6160 152 RM 2                             20.568 METERS 23331     |
 KK1956|---------------------------------------------------------------------|
 KK1956
 KK1956                          SUPERSEDED SURVEY CONTROL
 KK1956
 KK1956  NAD 83(1986)-  39 14 57.35719(N)    105 18 21.18966(W) AD(       ) 2
 KK1956  NAD 27      -  39 14 57.39910(N)    105 18 19.19809(W) AD(       ) 2
 KK1956  NGVD 29 (07/19/86) 2591.0    (m)         8501.     (f) VERT ANG       
 KK1956
 KK1956.Superseded values are not recommended for survey control.
 KK1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1956.See file dsdata.txt to determine how the superseded data were derived.
 KK1956
 KK1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7360644483(NAD 83)
 KK1956_MARKER: DD = SURVEY DISK
 KK1956_SETTING: 66 = SET IN ROCK OUTCROP
 KK1956
 KK1956  HISTORY     - Date     Condition        Report By
 KK1956  HISTORY     - 1977     MONUMENTED       CO-059
 KK1956
 KK1956                          STATION DESCRIPTION
 KK1956
 KK1956'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1956'THE STATION IS LOCATED 3.3 MILES NORTH-NORTHWEST OF CHEESMAN
 KK1956'DAM AND 4.2 MILES WEST-SOUTHWEST OF DECKERS IN THE NORTHWEST
 KK1956'1/4 OF SECTION 23, T 9 S, R 71 W. ATOP SUGARLOAF PEAK.
 KK1956'
 KK1956'TO REACH THE STATION FROM INTERSECTION OF JEFFERSON COUNTY
 KK1956'HIGHWAY 126 AND JEFFERSON COUNTY HIGHWAY 67 IN DECKERS,
 KK1956'COLORADO, PROCEED WEST ON JEFFERSON COUNTY HIGHWAY 126 FOR 3.2
 KK1956'MILES TO LEFT TURNOFF.  PROCEED SOUTHWEST ON DIRT ROAD (MARKED
 KK1956'TO FLYING G RANCH) FOR 1.8 MILES TO FORK IN ROAD.  TAKE RIGHT
 KK1956'FORK FOR 1.6 MILES TO ANOTHER FORK.  TAKE RIGHT FORK AND
 KK1956'FOLLOW SIGNS TO WELLINGTON LAKE, FOR 3.4 MILES TO JEEP TRAIL
 KK1956'RIGHT.  TURN RIGHT, NORTHEAST, ONTO JEEP TRAIL WHICH BEGINS
 KK1956'BETWEEN TWO LARGE SETS OF BUSHES.  FOLLOW DIRT ROAD NORTHEAST
 KK1956'0.4 MILE TO A PARKING SPOT IN CLEARING.  BEGIN THE PACK
 KK1956'NORTHEAST 40 MINUTES UP TO STATION ON HIGHEST POINT OF
 KK1956'MOUNTAIN.
 KK1956'
 KK1956'THE STATION MARK, STAMPED---152 JCMD 1977---, IS A 3-INCH
 KK1956'BRONZE DISK CEMENTED IN DRILL HOLE IN BEDROCK, 5 FEET NORTHWEST
 KK1956'OF A 3-FOOT DIAMETER BY 3-FOOT HIGH ROCK CAIRN, 16.5 FEET
 KK1956'SOUTH OF A 12-INCH DEAD TREE, AND 22 FEET NORTHWEST OF A
 KK1956'24-INCH PINE TREE.
 KK1956'
 KK1956'REFERENCE MARK 1, STAMPED---152 JCMD RM 1 1977---, IS A 3-INCH
 KK1956'BRONZE DISK CEMENTED IN DRILL HOLE IN BEDROCK, 7 FEET NORTHWEST OF
 KK1956'A LARGE MULTI-TRUNCKED DEAD TREE, 23 FEET NORTH-NORTHWEST OF A
 KK1956'12-INCH PINE TREE, AND 26 FEET SOUTH OF A24-INCH DEAD TREE.
 KK1956'
 KK1956'REFERENCE MARK 2, STAMPED---152 JCMD RM 2 1977--, IS A 3-INCH
 KK1956'BRONZE DISK CEMENTED IN DRILL HOLE IN BEDROCK, 16 FEET WEST OF A
 KK1956'24-INCH CEDAR TREE, 20 FEET EAST OF A 10-INCH PINE TREE, AND 27
 KK1956'FEET SOUTHEAST OF A 12-INCH DEAD TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1378 ***********************************************************************
 KK1378  DESIGNATION -  153
 KK1378  PID         -  KK1378
 KK1378  STATE/COUNTY-  CO/JEFFERSON
 KK1378  USGS QUAD   -  MORRISON (1994)
 KK1378
 KK1378                         *CURRENT SURVEY CONTROL
 KK1378  ___________________________________________________________________
 KK1378* NAD 83(1992)-  39 43 29.26440(N)    105 09 41.16056(W)     ADJUSTED  
 KK1378* NAVD 88     -      1794.647  (meters)    5887.94   (feet)  ADJUSTED  
 KK1378  ___________________________________________________________________
 KK1378  LAPLACE CORR-         -17.10  (seconds)                    DEFLEC99
 KK1378  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 KK1378  DYNAMIC HT  -        1792.841 (meters)    5882.01  (feet)  COMP
 KK1378  MODELED GRAV-     979,557.2   (mgal)                       NAVD 88
 KK1378
 KK1378  HORZ ORDER  -  SECOND
 KK1378  VERT ORDER  -  FIRST     CLASS II
 KK1378
 KK1378.The horizontal coordinates were established by classical geodetic methods
 KK1378.and adjusted by the National Geodetic Survey in January 1993..
 KK1378
 KK1378.The orthometric height was determined by differential leveling
 KK1378.and adjusted by the National Geodetic Survey in June 1991..
 KK1378
 KK1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1378
 KK1378.The geoid height was determined by GEOID03.
 KK1378
 KK1378.The dynamic height is computed by dividing the NAVD 88
 KK1378.geopotential number by the normal gravity value computed on the
 KK1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1378.degrees latitude (g = 980.6199 gals.).
 KK1378
 KK1378.The modeled gravity was interpolated from observed gravity values.
 KK1378
 KK1378;                    North         East     Units Scale Factor Converg.
 KK1378;SPC CO C     -   514,827.667   943,428.850   MT  0.99999511   +0 12 48.7
 KK1378;SPC CO C     - 1,689,063.77  3,095,232.82   sFT  0.99999511   +0 12 48.7
 KK1378;UTM  13      - 4,397,225.413   486,164.923   MT  0.99960236   -0 06 11.4
 KK1378
 KK1378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1378!SPC CO C     -   0.99972104  x   0.99999511  =   0.99971615
 KK1378!UTM  13      -   0.99972104  x   0.99960236  =   0.99932351
 KK1378
 KK1378:                Primary Azimuth Mark                     Grid Az
 KK1378:SPC CO C     -  153 AZ MK                                090 13 15.0
 KK1378:UTM  13      -  153 AZ MK                                090 32 15.1
 KK1378
 KK1378|---------------------------------------------------------------------|
 KK1378| PID    Reference Object                     Distance      Geod. Az  |
 KK1378|                                                           dddmmss.s |
 KK1378| KK1379 153 AZ MK                                          0902603.7 |
 KK1378| CP6162 153 RM 1                             19.275 METERS 17051     |
 KK1378| CP6163 153 RM 2                             10.355 METERS 25917     |
 KK1378|---------------------------------------------------------------------|
 KK1378
 KK1378                          SUPERSEDED SURVEY CONTROL
 KK1378
 KK1378  NAD 83(1986)-  39 43 29.26111(N)    105 09 41.15917(W) AD(       ) 2
 KK1378  NAD 27      -  39 43 29.30656(N)    105 09 39.20417(W) AD(       ) 2
 KK1378  NGVD 29 (??/??/??) 1793.673  (m)         5884.74   (f) ADJUSTED    1 2
 KK1378
 KK1378.Superseded values are not recommended for survey control.
 KK1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1378.See file dsdata.txt to determine how the superseded data were derived.
 KK1378
 KK1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8616597225(NAD 83)
 KK1378_MARKER: DS = TRIANGULATION STATION DISK
 KK1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1378_SP_SET: CONCRETE POST
 KK1378_STAMPING: 153 JCMD 1977
 KK1378_MARK LOGO: CO-059
 KK1378_PROJECTION: RECESSED 10 CENTIMETERS
 KK1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1378+STABILITY: SURFACE MOTION
 KK1378
 KK1378  HISTORY     - Date     Condition        Report By
 KK1378  HISTORY     - 1977     MONUMENTED       CO-059
 KK1378  HISTORY     - 1984     GOOD             NGS
 KK1378
 KK1378                          STATION DESCRIPTION
 KK1378
 KK1378'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1378'THE STATION IS LOCATED 2 MILES NORTHWEST OF THE LAKEWOOD CITY
 KK1378'HALL, ON THE SOUTH SIDE OF U.S. HIGHWAY 6, (6TH AVENUE) IN THE
 KK1378'NORTHWEST 1/4 OF SECTION 7, T 4 S, R 69 W.
 KK1378'
 KK1378'TO REACH THE STATION FROM THE LAKEWOOD CITY HALL, GO NORTH ON
 KK1378'UNION BOULEVARD FOR 0.3 MILE TO AN INTERCHANGE WITH U.S.
 KK1378'HIGHWAY 6.  GO WEST ON HIGHWAY 6 FOR 2.0 MILES TO THE NEXT
 KK1378'INTERCHANGE, (INDIANA STREET).  GO UNDER 6TH AVENUE AND TURN
 KK1378'EAST ONTO SOUTH FRONTAGE ROAD, CONTINUE EAST FOR 0.2 MILE TO
 KK1378'HIGH GROUND ALONG THE SOUTH FRONTAGE ROAD OF 6TH AVENUE.
 KK1378'
 KK1378'TO REACH THE AZIMUTH MARK GO 0.2 MILE EAST OF THE STATION ON
 KK1378'THE SOUTH FRONTAGE ROAD TO A SMALL CONCRETE BRIDGE OVER A DITCH
 KK1378'JUST WEST OF DE FRAME STREET.
 KK1378'
 KK1378'THE STATION MARK, STAMPED---153 JCMD 1977---, IS A 3-INCH
 KK1378'BRONZE DISK SET IN CONCRETE 9-1/2 FEET NORTH OF THE GUARDRAIL,
 KK1378'3 FEET SOUTH OF A CHAINLINK FENCE AND 28-1/2 FEET NORTH OF THE
 KK1378'CENTER OF THE FRONTAGE ROAD.
 KK1378'
 KK1378'REFERENCE MARK 1, STAMPED---153 JCMD RM 1 1977---, IS A
 KK1378'3-INCH BRONZE DISK SET IN CONCRETE FLUSH WITH THE GROUND
 KK1378'SURFACE, 34-1/2 FEET SOUTH OF THE CENTER OF THE FRONTAGE ROAD
 KK1378'AND 55-1/2 FEET EAST OF THE EAST CURB ON GLADIOLA STREET.
 KK1378'
 KK1378'REFERENCE MARK 2, STAMPED---153 JCMD RM 2 1977---, IS A 3-INCH
 KK1378'BRONZE DISK SET IN CONCRETE FLUSH WITH THE GROUND SURFACE, 28
 KK1378'FEET NORTH OF THE CENTER OF THE FRONTAGE ROAD, 3 FEET NORTH OF
 KK1378'A GUARDRAIL AND 34 FEET SOUTH OF A FENCE.
 KK1378'
 KK1378'THE AZIMUTH MARK, STAMPED---153 JCMD AZM 1977---, IS A 3-INCH
 KK1378'BRONZE DISK SET IN CONCRETE FLUSH WITH THE GROUND SURFACE, 60
 KK1378'FEET WEST OF THE CENTER OF THE MEDIAN ON DE FRAME COURT, 53
 KK1378'FEET SOUTH OF THE CENTER OF THE FRONTAGE ROAD AND 25 FEET NORTH
 KK1378'OF A METAL TELEPHONE BOX ON THE GROUND.
 KK1378
 KK1378                          STATION RECOVERY (1984)
 KK1378
 KK1378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK1378'IN LAKEWOOD.
 KK1378'IN LAKEWOOD, AT THE INTERSECTION OF U.S. HIGHWAY 6 (6TH AVENUE) AND
 KK1378'GLADIOLA STREET, 40.3 METERS (132.2 FT) SOUTH OF THE SOUTH CURB OF THE
 KK1378'HIGHWAY, 25.0 METERS (82.0 FT) EAST OF THE EXTENDED CENTER OF THE
 KK1378'STREET, 8.7 METERS (28.5 FT) NORTH OF THE CENTERLINE OF A FRONTAGE
 KK1378'ROAD, 2.0 METERS (6.6 FT) NORTH OF A GUARDRAIL, AND 1.0 METER (3.3 FT)
 KK1378'SOUTH OF A CHAIN LINK FENCE.
 KK1378'THE MARK IS 0.6 M BELOW THE FRONTAGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1379 ***********************************************************************
 KK1379  DESIGNATION -  153 AZ MK
 KK1379  PID         -  KK1379
 KK1379  STATE/COUNTY-  CO/JEFFERSON
 KK1379  USGS QUAD   -  MORRISON (1994)
 KK1379
 KK1379                         *CURRENT SURVEY CONTROL
 KK1379  ___________________________________________________________________
 KK1379* NAD 83(1986)-  39 43 29.     (N)    105 09 19.     (W)     SCALED    
 KK1379* NAVD 88     -      1769.319  (meters)    5804.84   (feet)  ADJUSTED  
 KK1379  ___________________________________________________________________
 KK1379  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 KK1379  DYNAMIC HT  -        1767.544 (meters)    5799.02  (feet)  COMP
 KK1379  MODELED GRAV-     979,560.9   (mgal)                       NAVD 88
 KK1379
 KK1379  VERT ORDER  -  FIRST     CLASS II
 KK1379
 KK1379.The horizontal coordinates were scaled from a topographic map and have
 KK1379.an estimated accuracy of +/- 6 seconds.
 KK1379
 KK1379.The orthometric height was determined by differential leveling
 KK1379.and adjusted by the National Geodetic Survey in June 1991..
 KK1379
 KK1379.The geoid height was determined by GEOID03.
 KK1379
 KK1379.The dynamic height is computed by dividing the NAVD 88
 KK1379.geopotential number by the normal gravity value computed on the
 KK1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1379.degrees latitude (g = 980.6199 gals.).
 KK1379
 KK1379.The modeled gravity was interpolated from observed gravity values.
 KK1379
 KK1379;                    North         East    Units  Estimated Accuracy
 KK1379;SPC CO C     -   514,820.      943,960.      MT  (+/- 180 meters Scaled)
 KK1379
 KK1379                          SUPERSEDED SURVEY CONTROL
 KK1379
 KK1379  NGVD 29 (??/??/??) 1768.348  (m)         5801.66   (f) ADJUSTED    1 2
 KK1379
 KK1379.Superseded values are not recommended for survey control.
 KK1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1379.See file dsdata.txt to determine how the superseded data were derived.
 KK1379
 KK1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD866972(NAD 83)
 KK1379_MARKER: DZ = AZIMUTH MARK DISK
 KK1379_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KK1379_SP_SET: HEADWALL
 KK1379_STAMPING: 153 JCMD AZM 1977
 KK1379_MARK LOGO: CO-059
 KK1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1379+STABILITY: SURFACE MOTION
 KK1379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1379+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2000
 KK1379
 KK1379  HISTORY     - Date     Condition        Report By
 KK1379  HISTORY     - 1977     MONUMENTED       JCMD
 KK1379  HISTORY     - 1984     GOOD             NGS
 KK1379  HISTORY     - 19941015 GOOD             USPSQD
 KK1379  HISTORY     - 20000509 GOOD             LOCENG
 KK1379
 KK1379                          STATION DESCRIPTION
 KK1379
 KK1379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1379'IN LAKEWOOD.
 KK1379'IN LAKEWOOD, AT THE INTERSECTION OF U.S. HIGHWAY 6 (6TH AVENUE)
 KK1379'SERVICE ROAD AND DE FRAME COURT, IN THE CENTER OF THE WEST CONCRETE
 KK1379'HEADWALL OF A CONCRETE CULVERT UNDER DE FRAME COURT, 18.3 METERS
 KK1379'(60.0 FT) WEST OF THE CENTER OF THE COURT, AND 16.2 METERS (53.1 FT)
 KK1379'SOUTH OF THE CENTERLINE OF THE ROAD.
 KK1379'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 KK1379
 KK1379                          STATION RECOVERY (1994)
 KK1379
 KK1379'RECOVERY NOTE BY US POWER SQUADRON 1994
 KK1379'RECOVERED IN GOOD CONDITION.
 KK1379
 KK1379                          STATION RECOVERY (2000)
 KK1379
 KK1379'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (DPW)
 KK1379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1955 ***********************************************************************
 KK1955  DESIGNATION -  155
 KK1955  PID         -  KK1955
 KK1955  STATE/COUNTY-  CO/JEFFERSON
 KK1955  USGS QUAD   -  CHEESMAN LAKE (1984)
 KK1955
 KK1955                         *CURRENT SURVEY CONTROL
 KK1955  ___________________________________________________________________
 KK1955* NAD 83(1992)-  39 14 01.64984(N)    105 16 13.79619(W)     ADJUSTED  
 KK1955* NAVD 88     -      2417.7    (meters)    7932.     (feet)  VERTCON   
 KK1955  ___________________________________________________________________
 KK1955  LAPLACE CORR-         -11.32  (seconds)                    DEFLEC99
 KK1955  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 KK1955
 KK1955  HORZ ORDER  -  SECOND
 KK1955
 KK1955.The horizontal coordinates were established by classical geodetic methods
 KK1955.and adjusted by the National Geodetic Survey in January 1993..
 KK1955
 KK1955.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1955
 KK1955.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1955
 KK1955.The geoid height was determined by GEOID03.
 KK1955
 KK1955;                    North         East     Units Scale Factor Converg.
 KK1955;SPC CO C     -   460,287.197   934,215.851   MT  0.99993859   +0 08 41.1
 KK1955;SPC CO C     - 1,510,125.58  3,065,006.50   sFT  0.99993859   +0 08 41.1
 KK1955;UTM  13      - 4,342,756.068   476,654.282   MT  0.99960671   -0 10 15.9
 KK1955
 KK1955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1955!SPC CO C     -   0.99962308  x   0.99993859  =   0.99956170
 KK1955!UTM  13      -   0.99962308  x   0.99960671  =   0.99922994
 KK1955
 KK1955:                Primary Azimuth Mark                     Grid Az
 KK1955:SPC CO C     -  WIGWAM                                   253 49 53.2
 KK1955:UTM  13      -  WIGWAM                                   254 08 50.2
 KK1955
 KK1955|---------------------------------------------------------------------|
 KK1955| PID    Reference Object                     Distance      Geod. Az  |
 KK1955|                                                           dddmmss.s |
 KK1955| KK1954 WIGWAM                              APPROX. 4.6 KM 2535834.3 |
 KK1955| CP6164 155 RM 1                             13.006 METERS 26011     |
 KK1955| CP6165 155 RM 2                              5.055 METERS 32438     |
 KK1955|---------------------------------------------------------------------|
 KK1955
 KK1955                          SUPERSEDED SURVEY CONTROL
 KK1955
 KK1955  NAD 83(1986)-  39 14 01.64461(N)    105 16 13.79787(W) AD(       ) 2
 KK1955  NAD 27      -  39 14 01.68367(N)    105 16 11.80942(W) AD(       ) 2
 KK1955  NGVD 29 (07/19/86) 2416.5    (m)         7928.     (f) VERT ANG       
 KK1955
 KK1955.Superseded values are not recommended for survey control.
 KK1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1955.See file dsdata.txt to determine how the superseded data were derived.
 KK1955
 KK1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7665442756(NAD 83)
 KK1955_MARKER: DD = SURVEY DISK
 KK1955_SETTING: 66 = SET IN ROCK OUTCROP
 KK1955
 KK1955  HISTORY     - Date     Condition        Report By
 KK1955  HISTORY     - 1977     MONUMENTED       CO-059
 KK1955
 KK1955                          STATION DESCRIPTION
 KK1955
 KK1955'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1955'THE STATION IS LOCATED 1 MILE NORTH OF THE MAINTENANCE
 KK1955'BUILDINGS OF CHEESMAN DAM, AND 1/2 MILE EAST OF THE JEFFERSON-
 KK1955'DOUGLAS COUNTY LINE WHICH IS THE CENTER OF THE SOUTH PLATTE
 KK1955'RIVER AND IN THE SOUTHWEST 1/4 OF SECTION 30, T 9 S, R 70 W.
 KK1955'NEAR THE TOP OF THE PEAK CALLED CHEESMAN MOUNTAIN.
 KK1955'
 KK1955'TO REACH THIS STATION FROM DECKERS, GO WEST ACOSS THE BRIDGE
 KK1955'ONTO JEFFERSON COUNTY HIGHWAY 126 AND FOLLOW IT TO THE WEST FOR
 KK1955'2.5 MILES TO A 4-WHEEL DRIVE TRAIL TO THE LEFT.  TURN LEFT AND
 KK1955'PROCEED EAST 0.1 MILE TO A FORK, BEAR LEFT AND GO 0.5 MILE TO
 KK1955'THE HIGH POINT IN THE ROAD OVER A NORTH-SOUTH RIDGE.  BEGIN THE
 KK1955'20 MINUTE PACK NORTH ALONG THE TOP OF THIS RIDGE FOR ABOUT 1/4
 KK1955'MILE TO ITS JUNCTION WITH A RIDGE TO THE EAST.  FOLLOW THE
 KK1955'SOUTH SIDE OF THIS FOR ANOTHER 1/4 MILE CROSSING OVER AT A LOW
 KK1955'SADDLE AND REACHING THE STATION FROM THE NORTH BASE OF THE
 KK1955'OUTCROP.  THE STATION IS LESS THAN 100 FEET EAST OF A LARGE
 KK1955'THUMB SHAPED OUTCROP.
 KK1955'
 KK1955'THE STATION MARK, STAMPED---155 JCMD 1977---, IS A 3-INCH
 KK1955'BRONZE DISK SET IN A DRILL HOLE IN BEDROCK, 30 FEET LOWER THAN
 KK1955'THE HIGHEST POINT AND LESS THAN 100 FEET EAST OF IT, ON THE
 KK1955'HIGHEST POINT OF THE EAST SHOULDER OF THE OUTCROP.
 KK1955'
 KK1955'REFERENCE MARK 1, STAMPED---155 JCMD RM 1 1977---, IS A 3-INCH
 KK1955'BRONZE DISK CEMENTED INTO A DRILL HOLE IN BEDROCK ON A HIGH
 KK1955'RIDGE OF ROCK BETWEEN THE STATION AND THE HIGHEST POINT OF THE
 KK1955'PEAK.
 KK1955'
 KK1955'REFERENCE MARK 2, STAMPED---155 JCMD RM 2 1977---, IS A 3-INCH
 KK1955'BRONZE DISK CEMENTED INTO A DRILL HOLE IN BEDROCK AND 3 FEET
 KK1955'FROM THE NORTH EDGE OF THE SHOULDER OF THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1959 ***********************************************************************
 KK1959  DESIGNATION -  156
 KK1959  PID         -  KK1959
 KK1959  STATE/COUNTY-  CO/JEFFERSON
 KK1959  USGS QUAD   -  CHEESMAN LAKE (1984)
 KK1959
 KK1959                         *CURRENT SURVEY CONTROL
 KK1959  ___________________________________________________________________
 KK1959* NAD 83(1992)-  39 10 50.13749(N)    105 21 14.10271(W)     ADJUSTED  
 KK1959* NAVD 88     -      2532.8    (meters)    8310.     (feet)  VERTCON   
 KK1959  ___________________________________________________________________
 KK1959  LAPLACE CORR-         -12.48  (seconds)                    DEFLEC99
 KK1959  GEOID HEIGHT-         -13.91  (meters)                     GEOID03
 KK1959
 KK1959  HORZ ORDER  -  SECOND
 KK1959
 KK1959.The horizontal coordinates were established by classical geodetic methods
 KK1959.and adjusted by the National Geodetic Survey in January 1993..
 KK1959
 KK1959.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1959
 KK1959.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1959
 KK1959.The geoid height was determined by GEOID03.
 KK1959
 KK1959;                    North         East     Units Scale Factor Converg.
 KK1959;SPC CO C     -   454,366.687   927,023.403   MT  0.99993687   +0 05 31.7
 KK1959;SPC CO C     - 1,490,701.37  3,041,409.28   sFT  0.99993687   +0 05 31.7
 KK1959;UTM  13      - 4,336,877.222   469,431.688   MT  0.99961151   -0 13 24.9
 KK1959
 KK1959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1959!SPC CO C     -   0.99960496  x   0.99993687  =   0.99954186
 KK1959!UTM  13      -   0.99960496  x   0.99961151  =   0.99921663
 KK1959
 KK1959:                Primary Azimuth Mark                     Grid Az
 KK1959:SPC CO C     -  WIGWAM                                   030 40 44.8
 KK1959:UTM  13      -  WIGWAM                                   030 59 41.4
 KK1959
 KK1959|---------------------------------------------------------------------|
 KK1959| PID    Reference Object                     Distance      Geod. Az  |
 KK1959|                                                           dddmmss.s |
 KK1959| KK1954 WIGWAM                              APPROX. 5.4 KM 0304616.5 |
 KK1959| CP6166 156 RM 1                             17.399 METERS 18120     |
 KK1959| CP6167 156 RM 2                             22.525 METERS 23736     |
 KK1959|---------------------------------------------------------------------|
 KK1959
 KK1959                          SUPERSEDED SURVEY CONTROL
 KK1959
 KK1959  NAD 83(1986)-  39 10 50.13187(N)    105 21 14.10425(W) AD(       ) 2
 KK1959  NAD 27      -  39 10 50.17077(N)    105 21 12.10869(W) AD(       ) 2
 KK1959  NGVD 29 (07/19/86) 2531.5    (m)         8305.     (f) VERT ANG       
 KK1959
 KK1959.Superseded values are not recommended for survey control.
 KK1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1959.See file dsdata.txt to determine how the superseded data were derived.
 KK1959
 KK1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD6943236877(NAD 83)
 KK1959_MARKER: DD = SURVEY DISK
 KK1959_SETTING: 66 = SET IN ROCK OUTCROP
 KK1959
 KK1959  HISTORY     - Date     Condition        Report By
 KK1959  HISTORY     - 1977     MONUMENTED       CO-059
 KK1959
 KK1959                          STATION DESCRIPTION
 KK1959
 KK1959'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1959'THE STATION IS LOCATED 3/4 MILE WEST OF LOST VALLEY RANCH, 3
 KK1959'MILES WEST OF THE INLET TO CHESSMAN DAM, IN AN UNPLATTED AREA
 KK1959'OF PIKE NATIONAL FOREST.
 KK1959'
 KK1959'TO REACH THIS STATION FROM DECKERS, GO WEST ACROSS THE BRIDGE
 KK1959'FOR 2.7 MILES ON COUNTY ROAD 126 TO THE FOREST SERVICE ROAD ON
 KK1959'THE LEFT.  TURN LEFT AND GO SOUTH 1.8 MILES TO AN INTERSECTION
 KK1959'WITH A ROAD FROM THE WEST.  GO 1.0 MILE TO A FORK.  BEAR LEFT
 KK1959'AND GO 5.0 MILES TO THE JUNCTION OF A ROAD TO GOOSE CREEK
 KK1959'CAMPGROUND ON THE RIGHT.  TURN RIGHT AND GO 1.5 MILES TO A
 KK1959'CATTLEGUARD.  TURN LEFT ON A TRACK ROAD TO THE EAST, ALONG THE
 KK1959'NORTH SIDE OF THE EAST-WEST FENCE FROM THE CATTLEGUARD, FOR
 KK1959'0.3 MILE TO A LARGE ROCK OUTCROP ON THE HIGHEST POINT IN THE
 KK1959'AREA.  THE STATION IS LOCATED ON THE HIGHEST POINT OF
 KK1959'BEDROCK, NOT COUNTING BOULDERS, SOME AS LARGE AS 20 FEET IN
 KK1959'HEIGHT.
 KK1959'
 KK1959'THE STATION MARK, STAMPED---156 JCMD 1977---, IS A 3-INCH
 KK1959'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP, 8
 KK1959'FEET EAST OF A SMALL LONE TREE AND 40 FEET NORTHEAST OF A 20
 KK1959'FOOT HIGH BOULDER.
 KK1959'
 KK1959'REFERENCE MARK 1, STAMPED---156 JCMD RM 1 1977---, IS A 3-INCH
 KK1959'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP,
 KK1959'NEAR THE SOUTHEAST CORNER OF THE HIGHEST LEVEL AREA AND 30
 KK1959'FEET EAST OF THE 20 FOOT HIGH BOULDER.
 KK1959'
 KK1959'REFERENCE MARK 2, STAMPED---156 JCMD RM 2 1977---, IS A 3-INCH
 KK1959'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP 5
 KK1959'FEET WEST OF THE 20 FOOT HIGH BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1957 ***********************************************************************
 KK1957  DESIGNATION -  157
 KK1957  PID         -  KK1957
 KK1957  STATE/COUNTY-  CO/JEFFERSON
 KK1957  USGS QUAD   -  CHEESMAN LAKE (1984)
 KK1957
 KK1957                         *CURRENT SURVEY CONTROL
 KK1957  ___________________________________________________________________
 KK1957* NAD 83(1992)-  39 11 59.48903(N)    105 18 22.80498(W)     ADJUSTED  
 KK1957* NAVD 88     -      2379.3    (meters)    7806.     (feet)  VERTCON   
 KK1957  ___________________________________________________________________
 KK1957  LAPLACE CORR-         -12.14  (seconds)                    DEFLEC99
 KK1957  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 KK1957
 KK1957  HORZ ORDER  -  SECOND
 KK1957
 KK1957.The horizontal coordinates were established by classical geodetic methods
 KK1957.and adjusted by the National Geodetic Survey in January 1993..
 KK1957
 KK1957.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1957
 KK1957.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1957
 KK1957.The geoid height was determined by GEOID03.
 KK1957
 KK1957;                    North         East     Units Scale Factor Converg.
 KK1957;SPC CO C     -   456,512.943   931,129.997   MT  0.99993739   +0 07 19.7
 KK1957;SPC CO C     - 1,497,742.88  3,054,882.33   sFT  0.99993739   +0 07 19.7
 KK1957;UTM  13      - 4,339,000.120   473,548.700   MT  0.99960861   -0 11 37.0
 KK1957
 KK1957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1957!SPC CO C     -   0.99962907  x   0.99993739  =   0.99956648
 KK1957!UTM  13      -   0.99962907  x   0.99960861  =   0.99923782
 KK1957
 KK1957|---------------------------------------------------------------------|
 KK1957| PID    Reference Object                     Distance      Geod. Az  |
 KK1957|                                                           dddmmss.s |
 KK1957| CP6168 157 RM 1                             15.815 METERS 25129     |
 KK1957| KK1954 WIGWAM                              APPROX. 2.8 KM 3312740.3 |
 KK1957| CP6169 157 RM 2                             17.223 METERS 34500     |
 KK1957|---------------------------------------------------------------------|
 KK1957
 KK1957                          SUPERSEDED SURVEY CONTROL
 KK1957
 KK1957  NAD 83(1986)-  39 11 59.48360(N)    105 18 22.80643(W) AD(       ) 2
 KK1957  NAD 27      -  39 11 59.52264(N)    105 18 20.81586(W) AD(       ) 2
 KK1957  NGVD 29 (07/19/86) 2378.1    (m)         7802.     (f) VERT ANG       
 KK1957
 KK1957.Superseded values are not recommended for survey control.
 KK1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1957.See file dsdata.txt to determine how the superseded data were derived.
 KK1957
 KK1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7354939000(NAD 83)
 KK1957_MARKER: DD = SURVEY DISK
 KK1957_SETTING: 66 = SET IN ROCK OUTCROP
 KK1957
 KK1957  HISTORY     - Date     Condition        Report By
 KK1957  HISTORY     - 1977     MONUMENTED       CO-059
 KK1957
 KK1957                          STATION DESCRIPTION
 KK1957
 KK1957'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1957'THE STATION IS LOCATED 1 MILE WEST OF CHEESMAN LAKE AND 2 MILES
 KK1957'SOUTHWEST OF THE OFFICES AND RESIDENCES OF CHEESMAN DAM AND IN
 KK1957'AN UNPLATTED AREA OF PIKE NATIONAL FOREST.
 KK1957'
 KK1957'WALK THROUGH THE PEDESTRIAN OPENING BESIDE THE GATE AND PROCEED
 KK1957'1/4 MILE SOUTH TO THE GARDEN LEVEL OFFICE OF THE FIRST BRICK
 KK1957'HOUSE ON THE RIGHT TO OBTAIN PERMISSION TO BRING A VEHICLE
 KK1957'INSIDE THE GATE.  JUST INSIDE THE FRONT GATE, TURN RIGHT AND GO
 KK1957'WEST ALONG THE NORTH SIDE OF THE GOOSE CREEK BRANCH OF CHEESMAN
 KK1957'CREEK.  GO 1/4 MILE SOUTH INTO THE SOUTH RIM OF THE CANYON.
 KK1957'THE STATION IS SET ON A NORTH-FACING SLOPE OF THE HIGHEST
 KK1957'POINT, 3/4 MILE SOUTH-SOUTHWEST OF THE FORD OF THE CREEK AND
 KK1957'LESS THAN 100 FEET NORTH OF THIS HIGH POINT.
 KK1957'
 KK1957'THE STATION MARK, STAMPED---157 JCMD 1977---, IS A 3-INCH
 KK1957'BRONZE DISK CEMENTED IN A DRILL HOLE IN A BEDROCK SLOPE.
 KK1957'IT IS 28 FEET NORTHWEST OF A 24-INCH PINE TREE, 37.4 FEET NORTH
 KK1957'OF A 12-INCH PINE TREE, AND 6 FEET NORTHWEST OF THE HIGH POINT IN
 KK1957'THE ROCK OUTCROP.
 KK1957'
 KK1957'REFERENCE MARK 1, STAMPED---157 JCMD RM 1 1977---, IS A 3-INCH
 KK1957'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK SLOPE.  WEST
 KK1957'OF THE BEFORE MENTIONED 12-INCH PINE TREE, 16 FEET SOUTH OF A
 KK1957'10-INCH PINE TREE, AND 24 FEET NORTHEAST OF ANOTHER 12-INCH PINE
 KK1957'TREE.
 KK1957'
 KK1957'REFERENCE MARK 2, STAMPED---157 JCMD RM 2 1977---, IS A 3-INCH
 KK1957'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK SLOPE.  10
 KK1957'FEET NORTH OF THE BEFORE MENTIONED ROCK OUTCROP, 35 FET SOUTHEAST
 KK1957'OF AN 18-INCH LEANING PINE TREE, AND 22 FEET WEST OF ANOTHER
 KK1957'12-INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1080 ***********************************************************************
 JK1080  DESIGNATION -  15D
 JK1080  PID         -  JK1080
 JK1080  STATE/COUNTY-  CO/PUEBLO
 JK1080  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1080
 JK1080                         *CURRENT SURVEY CONTROL
 JK1080  ___________________________________________________________________
 JK1080* NAD 83(1992)-  38 28 45.86938(N)    104 22 25.91861(W)     ADJUSTED  
 JK1080* NAVD 88     -      1528.62   (+/-2cm)    5015.1    (feet)  VERTCON   
 JK1080  ___________________________________________________________________
 JK1080  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 JK1080  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 JK1080
 JK1080  HORZ ORDER  -  SECOND
 JK1080  VERT ORDER  -  THIRD ? (See Below)
 JK1080
 JK1080.The horizontal coordinates were established by classical geodetic methods
 JK1080.and adjusted by the National Geodetic Survey in January 1993..
 JK1080
 JK1080.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1080.The vertical order pertains to the NGVD 29 superseded value.
 JK1080
 JK1080.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1080
 JK1080.The geoid height was determined by GEOID03.
 JK1080
 JK1080;                    North         East     Units Scale Factor Converg.
 JK1080;SPC CO S     -   506,585.696 1,012,664.028   MT  1.00000873   +0 41 26.7
 JK1080;SPC CO S     - 1,662,023.24  3,322,381.90   sFT  1.00000873   +0 41 26.7
 JK1080;UTM  13      - 4,259,194.213   554,613.317   MT  0.99963673   +0 23 22.6
 JK1080
 JK1080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1080!SPC CO S     -   0.99976330  x   1.00000873  =   0.99977203
 JK1080!UTM  13      -   0.99976330  x   0.99963673  =   0.99940012
 JK1080
 JK1080:                Primary Azimuth Mark                     Grid Az
 JK1080:SPC CO S     -  16                                       013 40 40.5
 JK1080:UTM  13      -  16                                       013 58 44.6
 JK1080
 JK1080|---------------------------------------------------------------------|
 JK1080| PID    Reference Object                     Distance      Geod. Az  |
 JK1080|                                                           dddmmss.s |
 JK1080| JK1078 16                                  APPROX. 0.8 KM 0142207.2 |
 JK1080|---------------------------------------------------------------------|
 JK1080
 JK1080                          SUPERSEDED SURVEY CONTROL
 JK1080
 JK1080  NAD 83(1986)-  38 28 45.85694(N)    104 22 25.91442(W) AD(       ) 2
 JK1080  NAD 27      -  38 28 45.86711(N)    104 22 24.03021(W) AD(       ) 2
 JK1080  NGVD 29 (07/19/86) 1527.75   (m)         5012.3    (f) LEVELING    3  
 JK1080
 JK1080.Superseded values are not recommended for survey control.
 JK1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1080.See file dsdata.txt to determine how the superseded data were derived.
 JK1080
 JK1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5461359194(NAD 83)
 JK1080
 JK1080  HISTORY     - Date     Condition        Report By
 JK1080  HISTORY     - UNK      MONUMENTED
 JK1080  HISTORY     - 1976     GOOD             NGS
 JK1080
 JK1080                          STATION DESCRIPTION
 JK1080
 JK1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JK1080'STATION IS LOCATED ON LAND OCCUPIED BY THE FEDERAL TRANSPORTATION
 JK1080'GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES NORTHEAST OF
 JK1080'PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS ABOUT 5.6 MILES
 JK1080'NORTHWEST OF THE FEDERAL HEADQUARTERS BUILDING, ALONG THE
 JK1080'NORTHWEST LIMB OF THE PROPOSED HIGH SPEED TRACK, 0.2 MILE WEST OF
 JK1080'AN OLD RANCH ROAD AND 3 FEET NORTH OF A METAL WITNESS POST.
 JK1080'
 JK1080'STATION IS A STANDARD TRAVERSE STATION MARK DISK, SET IN
 JK1080'THE TOP OF A ROUND CONCRETE MONUMENT 5 FEET INTO GROUND AND
 JK1080'PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0593 ***********************************************************************
 LL0593  DESIGNATION -  16
 LL0593  PID         -  LL0593
 LL0593  STATE/COUNTY-  CO/LARIMER
 LL0593  USGS QUAD   -  CARTER LAKE RESERVOIR (1971)
 LL0593
 LL0593                         *CURRENT SURVEY CONTROL
 LL0593  ___________________________________________________________________
 LL0593* NAD 83(1986)-  40 21 00.     (N)    105 12 30.     (W)     SCALED    
 LL0593* NAVD 88     -      1765.558  (meters)    5792.50   (feet)  ADJUSTED  
 LL0593  ___________________________________________________________________
 LL0593  GEOID HEIGHT-         -15.48  (meters)                     GEOID03
 LL0593  DYNAMIC HT  -        1763.983 (meters)    5787.33  (feet)  COMP
 LL0593  MODELED GRAV-     979,670.3   (mgal)                       NAVD 88
 LL0593
 LL0593  VERT ORDER  -  SECOND    CLASS 0
 LL0593
 LL0593.The horizontal coordinates were scaled from a topographic map and have
 LL0593.an estimated accuracy of +/- 6 seconds.
 LL0593
 LL0593.The orthometric height was determined by differential leveling
 LL0593.and adjusted by the National Geodetic Survey in June 1991..
 LL0593
 LL0593.The geoid height was determined by GEOID03.
 LL0593
 LL0593.The dynamic height is computed by dividing the NAVD 88
 LL0593.geopotential number by the normal gravity value computed on the
 LL0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0593.degrees latitude (g = 980.6199 gals.).
 LL0593
 LL0593.The modeled gravity was interpolated from observed gravity values.
 LL0593
 LL0593;                    North         East    Units  Estimated Accuracy
 LL0593;SPC CO N     -   417,720.      939,180.      MT  (+/- 180 meters Scaled)
 LL0593
 LL0593                          SUPERSEDED SURVEY CONTROL
 LL0593
 LL0593  NGVD 29 (??/??/92) 1764.550  (m)         5789.19   (f) ADJ UNCH    2 0
 LL0593
 LL0593.Superseded values are not recommended for survey control.
 LL0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0593.See file dsdata.txt to determine how the superseded data were derived.
 LL0593
 LL0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE823666(NAD 83)
 LL0593_MARKER: DD = SURVEY DISK
 LL0593_SETTING: 66 = SET IN ROCK OUTCROP
 LL0593_SP_SET: OUTCROP
 LL0593_STAMPING: 5787.344 16
 LL0593_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL0593+STABILITY: POSITION/ELEVATION WELL
 LL0593
 LL0593  HISTORY     - Date     Condition        Report By
 LL0593  HISTORY     - UNK      MONUMENTED       BOR
 LL0593  HISTORY     - 1940     GOOD             NGS
 LL0593
 LL0593                          STATION DESCRIPTION
 LL0593
 LL0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LL0593'13.6 MI SW FROM LOVELAND.
 LL0593'8.2 MILES WEST ALONG U.S. HIGHWAY 34 FROM THE POST OFFICE AT
 LL0593'LOVELAND, LARIMER COUNTY, THENCE 3.2 MILES SOUTH ALONG STATE HIGHWAY
 LL0593'56, AND THENCE 2.2 MILES SOUTHWEST ALONG A FIELD ROAD THROUGH
 LL0593'KISTLERS (6 C 6) RANCH, 0.2 MILE EAST OF AND ABOVE THE SOUTHEAST
 LL0593'SIDE OF THE SADDLE AT THE NORTH END OF CARTER LAKE, 27 FEET EAST OF
 LL0593'TRIANGULATION STATION DIKE 2 (U.S.B.R.), AT A 3 FOOT ROCK CAIRN, IN
 LL0593'THE TOP OF A LARGE FLAT ROCK OUTCROP, AND ABOUT LEVEL WITH THE
 LL0593'GROUND.  A UNITED STATES BUREAU OF RECLAMATION STANDARD DISK, STAMPED
 LL0593'5787.344 16.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0440 ***********************************************************************
 KK0440  DESIGNATION -  16
 KK0440  PID         -  KK0440
 KK0440  STATE/COUNTY-  CO/DENVER
 KK0440  USGS QUAD   -  ENGLEWOOD (1997)
 KK0440
 KK0440                         *CURRENT SURVEY CONTROL
 KK0440  ___________________________________________________________________
 KK0440* NAD 83(1986)-  39 43 31.     (N)    104 54 46.     (W)     SCALED    
 KK0440* NAVD 88     -      1633.814  (meters)    5360.27   (feet)  POSTED    
 KK0440  ___________________________________________________________________
 KK0440  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 KK0440  DYNAMIC HT  -        1632.240 (meters)    5355.11  (feet)  COMP
 KK0440  MODELED GRAV-     979,606.1   (mgal)                       NAVD 88
 KK0440
 KK0440  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0440
 KK0440.The horizontal coordinates were scaled from a topographic map and have
 KK0440.an estimated accuracy of +/- 6 seconds.
 KK0440
 KK0440.The orthometric height was determined by differential leveling
 KK0440.and adjusted by the National Geodetic Survey in 1992..
 KK0440.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0440.rate of 0.0 thru 1.0 mm/km.
 KK0440
 KK0440.The geoid height was determined by GEOID03.
 KK0440
 KK0440.The dynamic height is computed by dividing the NAVD 88
 KK0440.geopotential number by the normal gravity value computed on the
 KK0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0440.degrees latitude (g = 980.6199 gals.).
 KK0440
 KK0440.The modeled gravity was interpolated from observed gravity values.
 KK0440
 KK0440;                    North         East    Units  Estimated Accuracy
 KK0440;SPC CO C     -   514,990.      964,750.      MT  (+/- 180 meters Scaled)
 KK0440
 KK0440                          SUPERSEDED SURVEY CONTROL
 KK0440
 KK0440  NGVD 29 (??/??/92) 1632.893  (m)         5357.25   (f) ADJ UNCH    1 2
 KK0440
 KK0440.Superseded values are not recommended for survey control.
 KK0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0440.See file dsdata.txt to determine how the superseded data were derived.
 KK0440
 KK0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED074972(NAD 83)
 KK0440_MARKER: DD = SURVEY DISK
 KK0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0440_STAMPING: BM NO 16 5358.17 1936 DENVER
 KK0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0440+STABILITY: SURFACE MOTION
 KK0440
 KK0440  HISTORY     - Date     Condition        Report By
 KK0440  HISTORY     - 1936     MONUMENTED       USGS
 KK0440  HISTORY     - 1954     GOOD             NGS
 KK0440  HISTORY     - 20060912 MARK NOT FOUND   INDIV
 KK0440
 KK0440                          STATION DESCRIPTION
 KK0440
 KK0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0440'AT DENVER.
 KK0440'AT DENVER, AT THE INTERSECTION OF 6TH AVENUE PARKWAY AND MONACO
 KK0440'STREET, 0.5 MILE WEST OF THE 6TH AVENUE GATE TO LOWRY AIR FIELD,
 KK0440'10 FEET WEST OF THE CENTER OF THE STREET INTERSECTION, 50 FEET
 KK0440'SOUTH OF THE CENTER LINE OF THE NORTH TRAFFIC LANE OF 6TH AVENUE,
 KK0440'50 FEET NORTH OF THE CENTER LINE OF THE SOUTH TRAFFIC LANE OF 6TH
 KK0440'AVENUE, 6 FEET WEST OF THE MONACO PARKWAY CURB, IN THE CENTER OF THE
 KK0440'6TH AVENUE PARKWAY, SET IN THE TOP OF A CONCRETE POST WHICH IS
 KK0440'FLUSH WITH THE GROUND.
 KK0440
 KK0440                          STATION RECOVERY (2006)
 KK0440
 KK0440'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JRB)
 KK0440'THE CURB HAS BEEN REPLACED MORE RECENTLY THAN THE LAST RECOVERY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1078 ***********************************************************************
 JK1078  DESIGNATION -  16
 JK1078  PID         -  JK1078
 JK1078  STATE/COUNTY-  CO/PUEBLO
 JK1078  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1078
 JK1078                         *CURRENT SURVEY CONTROL
 JK1078  ___________________________________________________________________
 JK1078* NAD 83(1992)-  38 29 10.94491(N)    104 22 17.74584(W)     ADJUSTED  
 JK1078* NAVD 88     -      1534.44   (+/-2cm)    5034.2    (feet)  VERTCON   
 JK1078  ___________________________________________________________________
 JK1078  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 JK1078  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 JK1078
 JK1078  HORZ ORDER  -  SECOND
 JK1078  VERT ORDER  -  THIRD ? (See Below)
 JK1078
 JK1078.The horizontal coordinates were established by classical geodetic methods
 JK1078.and adjusted by the National Geodetic Survey in January 1993..
 JK1078
 JK1078.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1078.The vertical order pertains to the NGVD 29 superseded value.
 JK1078
 JK1078.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1078
 JK1078.The geoid height was determined by GEOID03.
 JK1078
 JK1078;                    North         East     Units Scale Factor Converg.
 JK1078;SPC CO S     -   507,361.239 1,012,852.768   MT  1.00001011   +0 41 31.7
 JK1078;SPC CO S     - 1,664,567.66  3,323,001.12   sFT  1.00001011   +0 41 31.7
 JK1078;UTM  13      - 4,259,968.465   554,806.059   MT  0.99963699   +0 23 27.9
 JK1078
 JK1078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1078!SPC CO S     -   0.99976239  x   1.00001011  =   0.99977249
 JK1078!UTM  13      -   0.99976239  x   0.99963699  =   0.99939946
 JK1078
 JK1078:                Primary Azimuth Mark                     Grid Az
 JK1078:SPC CO S     -  NORTHWEST                                187 25 09.5
 JK1078:UTM  13      -  NORTHWEST                                187 43 13.3
 JK1078
 JK1078|---------------------------------------------------------------------|
 JK1078| PID    Reference Object                     Distance      Geod. Az  |
 JK1078|                                                           dddmmss.s |
 JK1078| JK1082 NORTHWEST                           APPROX. 1.6 KM 1880641.2 |
 JK1078|---------------------------------------------------------------------|
 JK1078
 JK1078                          SUPERSEDED SURVEY CONTROL
 JK1078
 JK1078  NAD 83(1986)-  38 29 10.93240(N)    104 22 17.74173(W) AD(       ) 2
 JK1078  NAD 27      -  38 29 10.94312(N)    104 22 15.85792(W) AD(       ) 2
 JK1078  NGVD 29 (07/19/86) 1533.57   (m)         5031.4    (f) LEVELING    3  
 JK1078
 JK1078.Superseded values are not recommended for survey control.
 JK1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1078.See file dsdata.txt to determine how the superseded data were derived.
 JK1078
 JK1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5480659968(NAD 83)
 JK1078
 JK1078  HISTORY     - Date     Condition        Report By
 JK1078  HISTORY     - UNK      MONUMENTED
 JK1078  HISTORY     - 1976     GOOD             NGS
 JK1078
 JK1078                          STATION DESCRIPTION
 JK1078
 JK1078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JK1078'STATION IS LOCATED ON LAND OCCUPIED BY THE FEDERAL TRANSPORTATION
 JK1078'GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES NORTHEAST OF
 JK1078'PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS ABOUT 5.7 MILES
 JK1078'NORTHWEST OF THE FEDERAL HEADQUARTERS BUILDING, ALONG THE
 JK1078'NORTHWEST LIMB OF THE PROPOSED HIGH SPEED TRACK, 0.2 MILE WEST OF
 JK1078'AN OLD RANCH ROAD AND 3 FEET WEST OF A METAL WITNESS POST.
 JK1078'
 JK1078'STATION IS A STANDARD TRAVERSE STATION MARK DISK, SET IN
 JK1078'THE TOP OF A ROUND CONCRETE MONUMENT 5 FEET INTO THE GROUND AND
 JK1078'PROJECTING ABOUT 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1775 ***********************************************************************
 KK1775  DESIGNATION -  16
 KK1775  PID         -  KK1775
 KK1775  STATE/COUNTY-  CO/JEFFERSON
 KK1775  USGS QUAD   -  GOLDEN (1994)
 KK1775
 KK1775                         *CURRENT SURVEY CONTROL
 KK1775  ___________________________________________________________________
 KK1775* NAD 83(1992)-  39 52 15.13008(N)    105 09 16.76695(W)     ADJUSTED  
 KK1775* NAVD 88     -      1698.8    (meters)    5573.     (feet)  VERTCON   
 KK1775  ___________________________________________________________________
 KK1775  LAPLACE CORR-         -14.77  (seconds)                    DEFLEC99
 KK1775  GEOID HEIGHT-         -16.34  (meters)                     GEOID03
 KK1775
 KK1775  HORZ ORDER  -  SECOND
 KK1775
 KK1775.The horizontal coordinates were established by classical geodetic methods
 KK1775.and adjusted by the National Geodetic Survey in January 1993..
 KK1775
 KK1775.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1775
 KK1775.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1775
 KK1775.The geoid height was determined by GEOID03.
 KK1775
 KK1775;                    North         East     Units Scale Factor Converg.
 KK1775;SPC CO C     -   531,048.583   943,948.134   MT  1.00002615   +0 13 04.1
 KK1775;SPC CO C     - 1,742,281.89  3,096,936.50   sFT  1.00002615   +0 13 04.1
 KK1775;UTM  13      - 4,413,436.596   486,773.647   MT  0.99960215   -0 05 56.9
 KK1775
 KK1775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1775!SPC CO C     -   0.99973612  x   1.00002615  =   0.99976226
 KK1775!UTM  13      -   0.99973612  x   0.99960215  =   0.99933837
 KK1775
 KK1775:                Primary Azimuth Mark                     Grid Az
 KK1775:SPC CO C     -  16 AZ MK                                 083 20 48.2
 KK1775:UTM  13      -  16 AZ MK                                 083 39 49.2
 KK1775
 KK1775|---------------------------------------------------------------------|
 KK1775| PID    Reference Object                     Distance      Geod. Az  |
 KK1775|                                                           dddmmss.s |
 KK1775| CP6170 16 AZ MK                                           0833352.3 |
 KK1775| CP6171 16 RM 1                               7.892 METERS 28112     |
 KK1775| CP6172 16 RM 2                              15.934 METERS 32945     |
 KK1775|---------------------------------------------------------------------|
 KK1775
 KK1775                          SUPERSEDED SURVEY CONTROL
 KK1775
 KK1775  NAD 83(1986)-  39 52 15.12630(N)    105 09 16.76415(W) AD(       ) 2
 KK1775  NAD 27      -  39 52 15.17811(N)    105 09 14.81407(W) AD(       ) 2
 KK1775  NGVD 29 (07/19/86) 1697.8    (m)         5570.     (f) VERT ANG       
 KK1775
 KK1775.Superseded values are not recommended for survey control.
 KK1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1775.See file dsdata.txt to determine how the superseded data were derived.
 KK1775
 KK1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE8677413437(NAD 83)
 KK1775_MARKER: DD = SURVEY DISK
 KK1775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1775_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1775
 KK1775  HISTORY     - Date     Condition        Report By
 KK1775  HISTORY     - 1977     MONUMENTED       CO-059
 KK1775
 KK1775                          STATION DESCRIPTION
 KK1775
 KK1775'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1775'THE STATION IS LOCATED 3 MILES SOUTH OF THE BOULDER-JEFFERSON
 KK1775'COUNTY LINE AND 0.6 MILE EAST OF INDIANA STREET, SEVERAL
 KK1775'INCHES NORTH OF THE SOUTH RIGHT-OF-WAY FENCE WEST 96TH AVENUE.
 KK1775'
 KK1775'TO REACH THE STATION FROM ARVADA CITY SERVICE SHOPS AT WEST
 KK1775'96TH AVENUE AND INDIANA STREET, GO NORTH 3.8 MILES ALONG INDIANA
 KK1775'STREET.  TURN RIGHT AT WEST 96TH AVENUE AND GO EAST 0.6 MILE
 KK1775'TO A CONCRETE BRIDGE OVER AN IRRIGATION DITCH.  THE STATION IS
 KK1775'ON THE HIGHEST POINT OF THE EAST DIKE OF THE DITCH, AND
 KK1775'SEVERAL INCHES NORTH OF THE SOUTH RIGHT-OF -WAY FENCE OF WEST
 KK1775'96TH AVENUE.  TO REACH THE AZIMUTH MARK FROM THE STATION
 KK1775'GO EAST FOR 0.3 MILE TO A Y-FORK AND THE MARK AS DESCRIBED.
 KK1775'
 KK1775'THE STATION MARK, STAMPED---16 JCMD 1977---, IS A 3-INCH BRONZE
 KK1775'DISK SET IN THE TOP CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 KK1775'THE GROUND SURFACE.
 KK1775'
 KK1775'REFERENCE MARK 1, STAMPED---16 JCMD RM 1 1977---, IS A 3-INCH
 KK1775'BRONZE DISK CEMENTED INTO A DRILL HOLE IN THE SOUTHWEST
 KK1775'WINGWALL OF A BRIDGE OVER THE ABOVE MENTIONED DITCH.
 KK1775'
 KK1775'REFERENCE MARK 2, STAMPED---16 JCMD RM 2 1977---, IS A 3-INCH
 KK1775'BRONZE DISK CEMENTED INTO A DRILL HOLE IN THE NORTHWEST
 KK1775'WINGWALL OF THE SAME BRIDGE.
 KK1775'
 KK1775'THE AZIMUTH MARK, STAMPED---16 JCMD AZM 1977---, IS A 3-INCH
 KK1775'BRONZE DISK CEMENTED INTO A DRILL HOLE IN THE NORTH SIDE OF THE
 KK1775'IRRIGATION HEADGATE THAT IS LESS THAN 100 FEET EAST OF THE EAST
 KK1775'EDGE OF THE ROAD PAVEMENT AND BETWEEN THE ROAD FORKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0477 ***********************************************************************
 HJ0477  DESIGNATION -  16 CFD
 HJ0477  PID         -  HJ0477
 HJ0477  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0477  USGS QUAD   -  LOCKWOOD ARROYO (1993)
 HJ0477
 HJ0477                         *CURRENT SURVEY CONTROL
 HJ0477  ___________________________________________________________________
 HJ0477* NAD 83(1986)-  37 30 06.     (N)    103 59 27.     (W)     SCALED    
 HJ0477* NAVD 88     -      1623.879  (meters)    5327.68   (feet)  ADJUSTED  
 HJ0477  ___________________________________________________________________
 HJ0477  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 HJ0477  DYNAMIC HT  -        1622.030 (meters)    5321.61  (feet)  COMP
 HJ0477  MODELED GRAV-     979,434.8   (mgal)                       NAVD 88
 HJ0477
 HJ0477  VERT ORDER  -  THIRD
 HJ0477
 HJ0477.The horizontal coordinates were scaled from a topographic map and have
 HJ0477.an estimated accuracy of +/- 6 seconds.
 HJ0477
 HJ0477.The orthometric height was determined by differential leveling
 HJ0477.and adjusted by the National Geodetic Survey in August 1995..
 HJ0477
 HJ0477.The geoid height was determined by GEOID03.
 HJ0477
 HJ0477.The dynamic height is computed by dividing the NAVD 88
 HJ0477.geopotential number by the normal gravity value computed on the
 HJ0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0477.degrees latitude (g = 980.6199 gals.).
 HJ0477
 HJ0477.The modeled gravity was interpolated from observed gravity values.
 HJ0477
 HJ0477;                    North         East    Units  Estimated Accuracy
 HJ0477;SPC CO S     -   398,550.    1,047,840.      MT  (+/- 180 meters Scaled)
 HJ0477
 HJ0477                          SUPERSEDED SURVEY CONTROL
 HJ0477
 HJ0477.No superseded survey control is available for this station.
 HJ0477
 HJ0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB892510(NAD 83)
 HJ0477_MARKER: DB = BENCH MARK DISK
 HJ0477_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HJ0477_SP_SET: IN CONCRETE ABUTEMENT
 HJ0477_STAMPING: 16 CFD 1970
 HJ0477_MARK LOGO: USGS  
 HJ0477_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HJ0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HJ0477
 HJ0477  HISTORY     - Date     Condition        Report By
 HJ0477  HISTORY     - 1970     MONUMENTED       USGS
 HJ0477
 HJ0477                          STATION DESCRIPTION
 HJ0477
 HJ0477'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HJ0477'FROM HOUGHTON, PROCEED 6.7 MILES (10.8 KM) SOUTHEAST ALONG A COUNTY
 HJ0477'ROAD KNOWN AS PIPELINE ROAD, AT THE NORTHEAST CORNER OF A BRIDGE , IN
 HJ0477'THE NORTHEAST CONCRETE ABUTEMENT, AT THE SOUTHEAST CORNER OF THE
 HJ0477'NORTHEAST ABUTEMENT, A STANDARD TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0569 ***********************************************************************
 KJ0569  DESIGNATION -  16 GDD
 KJ0569  PID         -  KJ0569
 KJ0569  STATE/COUNTY-  CO/LINCOLN
 KJ0569  USGS QUAD   -  ANTON (1978)
 KJ0569
 KJ0569                         *CURRENT SURVEY CONTROL
 KJ0569  ___________________________________________________________________
 KJ0569* NAD 83(1986)-  39 40 08.     (N)    103 13 02.     (W)     SCALED    
 KJ0569* NAVD 88     -      1494.391  (meters)    4902.85   (feet)  ADJUSTED  
 KJ0569  ___________________________________________________________________
 KJ0569  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 KJ0569  DYNAMIC HT  -        1493.051 (meters)    4898.45  (feet)  COMP
 KJ0569  MODELED GRAV-     979,677.2   (mgal)                       NAVD 88
 KJ0569
 KJ0569  VERT ORDER  -  THIRD
 KJ0569
 KJ0569.The horizontal coordinates were scaled from a topographic map and have
 KJ0569.an estimated accuracy of +/- 6 seconds.
 KJ0569
 KJ0569.The orthometric height was determined by differential leveling
 KJ0569.and adjusted by the National Geodetic Survey in June 1991..
 KJ0569
 KJ0569.The geoid height was determined by GEOID03.
 KJ0569
 KJ0569.The dynamic height is computed by dividing the NAVD 88
 KJ0569.geopotential number by the normal gravity value computed on the
 KJ0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0569.degrees latitude (g = 980.6199 gals.).
 KJ0569
 KJ0569.The modeled gravity was interpolated from observed gravity values.
 KJ0569
 KJ0569;                    North         East    Units  Estimated Accuracy
 KJ0569;SPC CO C     -   511,030.    1,110,250.      MT  (+/- 180 meters Scaled)
 KJ0569
 KJ0569                          SUPERSEDED SURVEY CONTROL
 KJ0569
 KJ0569.No superseded survey control is available for this station.
 KJ0569
 KJ0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD529925(NAD 83)
 KJ0569_MARKER: DB = BENCH MARK DISK
 KJ0569_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KJ0569_SP_SET: COPPER-CLAD STEEL ROD
 KJ0569_STAMPING: GDD 16 1972
 KJ0569_MARK LOGO: USGS  
 KJ0569_PROJECTION: FLUSH
 KJ0569_MAGNETIC: I = MARKER IS A STEEL ROD
 KJ0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KJ0569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0569+SATELLITE: SATELLITE OBSERVATIONS - 1972
 KJ0569_ROD/PIPE-DEPTH: 7.62 meters
 KJ0569
 KJ0569  HISTORY     - Date     Condition        Report By
 KJ0569  HISTORY     - 1972     MONUMENTED       USGS
 KJ0569
 KJ0569                          STATION DESCRIPTION
 KJ0569
 KJ0569'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KJ0569'FROM THE U.S. POST OFFICE AT ANTON, COLORADO, PROCEED 4.98 MILES SOUTH
 KJ0569'ALONG A PAVED ROAD TO A T-ROAD WEST, 50 FEET WEST AND 27 FEET NORTH OF
 KJ0569'THE T-ROAD INTERSECTION, 1 FOOT EAST OF A WOODEN FENCE CORNER POST, 2
 KJ0569'FEET NORTHEAST OF A WOODEN POWER POLE WITH A WITNESS SIGN ATTACHED,
 KJ0569'0.5 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4280 ***********************************************************************
 AE4280  DESIGNATION -  16 JH
 AE4280  PID         -  AE4280
 AE4280  STATE/COUNTY-  CO/EL PASO
 AE4280  USGS QUAD   -  RUSH NW (1973)
 AE4280
 AE4280                         *CURRENT SURVEY CONTROL
 AE4280  ___________________________________________________________________
 AE4280* NAD 83(1992)-  38 59 53.98155(N)    104 13 13.84774(W)     ADJUSTED  
 AE4280* NAVD 88     -      2030.2    (meters)    6661.     (feet)  GPS OBS   
 AE4280  ___________________________________________________________________
 AE4280  X           -  -1,219,676.182 (meters)                     COMP
 AE4280  Y           -  -4,812,866.957 (meters)                     COMP
 AE4280  Z           -   3,993,438.607 (meters)                     COMP
 AE4280  LAPLACE CORR-          -5.43  (seconds)                    DEFLEC99
 AE4280  ELLIP HEIGHT-        2011.48  (meters)          (12/03/02) GPS OBS
 AE4280  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 AE4280
 AE4280  HORZ ORDER  -  FIRST
 AE4280  ELLP ORDER  -  FOURTH    CLASS II
 AE4280
 AE4280.The horizontal coordinates were established by GPS observations
 AE4280.and adjusted by the National Geodetic Survey in October 1997..
 AE4280
 AE4280.The orthometric height was determined by GPS observations and a
 AE4280.high-resolution geoid model.
 AE4280
 AE4280.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4280
 AE4280.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4280
 AE4280.The ellipsoidal height was determined by GPS observations
 AE4280.and is referenced to NAD 83.
 AE4280
 AE4280.The geoid height was determined by GEOID03.
 AE4280
 AE4280;                    North         East     Units Scale Factor Converg.
 AE4280;SPC CO C     -   434,903.698 1,025,231.181   MT  0.99993751   +0 48 25.1
 AE4280;SPC CO C     - 1,426,846.55  3,363,612.63   sFT  0.99993751   +0 48 25.1
 AE4280;UTM  13      - 4,316,880.014   567,499.150   MT  0.99965610   +0 29 26.0
 AE4280
 AE4280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4280!SPC CO C     -   0.99968451  x   0.99993751  =   0.99962204
 AE4280!UTM  13      -   0.99968451  x   0.99965610  =   0.99934071
 AE4280
 AE4280                          SUPERSEDED SURVEY CONTROL
 AE4280
 AE4280  ELLIP H (10/31/97) 2011.49   (m)                       GP(       ) 4 1
 AE4280
 AE4280.Superseded values are not recommended for survey control.
 AE4280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4280.See file dsdata.txt to determine how the superseded data were derived.
 AE4280
 AE4280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED6749916880(NAD 83)
 AE4280_MARKER: DD = SURVEY DISK
 AE4280_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE4280_STAMPING: 16 JH 1970
 AE4280_MARK LOGO: USGS  
 AE4280_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4280+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2004
 AE4280
 AE4280  HISTORY     - Date     Condition        Report By
 AE4280  HISTORY     - 1996     MONUMENTED       NGS
 AE4280  HISTORY     - 20040820 GOOD             USPSQD
 AE4280
 AE4280                          STATION DESCRIPTION
 AE4280
 AE4280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE4280'THE STATION IS LOCATED ABOUT 11 MI (17.7 KM) NORTH OF YODER, 9 MI
 AE4280'(14.5 KM) SOUTH-SOUTHWEST OF RAMAH AND 5 MI (8.0 KM) SOUTHEAST OF
 AE4280'CALHAN, IN THE SOUTHWEST 1/4 OF SECTION 15, T 12 S, R 61 W.
 AE4280'OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY  TO REACH THE STATION, GO TO THE
 AE4280'INTERSECTION OF YODER ROAD AND FUNK ROAD AND THE STATION IN THE
 AE4280'NORTHEAST CORNER OF THE INTERSECTION  THE MARK IS A STANDARD DISK
 AE4280'SOLDERED ON THE TOP OF A COPPER CLAD IRON ROD DRIVE 3.0 M (9.8 FT)
 AE4280'INTO THE GROUND, SURROUNDED BY A 6-INCH PVC PIPE AND RECESSED 2 CM
 AE4280'WITH THE GROUND.  IT IS 26.2 M (86.0 FT) NORTH FROM THE CENTER OF FUNK
 AE4280'ROAD, 25.2 M (82.7 FT) NORTHEAST FROM A FENCE CORNER, 8.4 M (27.6 FT)
 AE4280'EAST FROM THE CENTER OF YODER ROAD, 1.1 M (3.6 FT) EAST FROM A PLASTIC
 AE4280'WITNESS POST, 0.6 M (2.0 FT) NORTH FROM A METAL WITNESS POST AND ABOUT
 AE4280'THE SAME ELEVATION AS THE ROAD.
 AE4280
 AE4280                          STATION RECOVERY (2004)
 AE4280
 AE4280'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLM)
 AE4280'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1964 ***********************************************************************
 KK1964  DESIGNATION -  161
 KK1964  PID         -  KK1964
 KK1964  STATE/COUNTY-  CO/PARK
 KK1964  USGS QUAD   -  TARRYALL (1994)
 KK1964
 KK1964                         *CURRENT SURVEY CONTROL
 KK1964  ___________________________________________________________________
 KK1964* NAD 83(1992)-  39 07 09.63879(N)    105 22 52.52229(W)     ADJUSTED  
 KK1964* NAVD 88     -      3038.3    (meters)    9968.     (feet)  VERTCON   
 KK1964  ___________________________________________________________________
 KK1964  LAPLACE CORR-         -12.25  (seconds)                    DEFLEC99
 KK1964  GEOID HEIGHT-         -13.89  (meters)                     GEOID03
 KK1964
 KK1964  HORZ ORDER  -  SECOND
 KK1964
 KK1964.The horizontal coordinates were established by classical geodetic methods
 KK1964.and adjusted by the National Geodetic Survey in January 1993..
 KK1964
 KK1964.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1964
 KK1964.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1964
 KK1964.The geoid height was determined by GEOID03.
 KK1964
 KK1964;                    North         East     Units Scale Factor Converg.
 KK1964;SPC CO C     -   447,563.849   924,670.215   MT  0.99993596   +0 04 29.6
 KK1964;SPC CO C     - 1,468,382.39  3,033,688.86   sFT  0.99993596   +0 04 29.6
 KK1964;UTM  13      - 4,330,089.649   467,041.839   MT  0.99961337   -0 14 26.0
 KK1964
 KK1964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1964!SPC CO C     -   0.99952572  x   0.99993596  =   0.99946171
 KK1964!UTM  13      -   0.99952572  x   0.99961337  =   0.99913927
 KK1964
 KK1964                          SUPERSEDED SURVEY CONTROL
 KK1964
 KK1964  NAD 83(1986)-  39 07 09.63265(N)    105 22 52.52425(W) AD(       ) 2
 KK1964  NAD 27      -  39 07 09.66808(N)    105 22 50.52801(W) AD(       ) 2
 KK1964  NGVD 29 (07/19/86) 3036.9    (m)         9964.     (f) VERT ANG       
 KK1964
 KK1964.Superseded values are not recommended for survey control.
 KK1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1964.See file dsdata.txt to determine how the superseded data were derived.
 KK1964
 KK1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD6704230090(NAD 83)
 KK1964_MARKER: DD = SURVEY DISK
 KK1964_SETTING: 66 = SET IN ROCK OUTCROP
 KK1964_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KK1964_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1964+STABILITY: POSITION/ELEVATION WELL
 KK1964
 KK1964  HISTORY     - Date     Condition        Report By
 KK1964  HISTORY     - 1977     MONUMENTED       CO-059
 KK1964
 KK1964                          STATION DESCRIPTION
 KK1964
 KK1964'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1964'NOTE-THIS STATION REPORTED DESTROYED BY JEFFERSON COUNTY MAPPING
 KK1964'DEPARTMENT OCTOBER 20, 1978, BY LEO C. HARGRAVE.
 KK1964'
 KK1964'THE STATION IS LOCATED 3/4 MILE EAST-NORTHEAST OF THE SOUTHWEST
 KK1964'CORNER OF JEFFERSON COUNTY, IN AN UNPLATTED AREA OF PIKE
 KK1964'NATIONAL FOREST, NEAR THE NORTHWEST CORNER OF SECTION 6,
 KK1964'T 11 S, R 71 W.
 KK1964'
 KK1964'TO REACH THIS STATION FROM DECKERS, GO WEST ACROSS THE BRIDGE
 KK1964'ONTO JEFFERSON COUNTY HIGHWAY 126, AND FOLLOW IT TO THE WEST
 KK1964'FOR 2.5 MILES TO A DIRT ROAD TO THE LEFT, POSTED U.S. FOREST
 KK1964'SERVICE ROAD NUMBER 211.  TURN LEFT AND GO 2.5 MILES TO A FORK.
 KK1964'BEAR LEFT ONTO FORK WHICH CONTINUES ON AS FOREST SERVICE ROAD
 KK1964'NUMBER 211, FOR 1 MILE TO ANOTHER FORK.  HERE, BEAR LEFT, STILL
 KK1964'ON FOREST SERVICE ROAD 211, AND PROCEED 5 MILES TO A FORK.
 KK1964'BEAR RIGHT FOR 2 MILES TO GOOSE CREEK CAMPGROUND AND CONTINUE
 KK1964'ON FOR ANOTHER MILE, BEARING LEFT AND PASSING THE ENTRANCE TO
 KK1964'(TRAIL HEAD).  CONTINUE ON THE MAIN ROAD FOR 2 MORE MILES TO
 KK1964'VERY LARGE SWEEPING CURVE TO THE RIGHT.  AT THE START OF
 KK1964'A TIGHTER CURVE TO THE LEFT, BEGIN THE TWO HOUR PACK 1-1/2
 KK1964'MILES NORTH- NORTHWEST TO THE NORTH END OF A 1/2 MILE LONG
 KK1964'ROCK CRESTED RIDGE RUNNING NORTH AND SOUTH, 1/3 MILE EAST
 KK1964'OF THE MAIN DIVIDE AND ABOUT 150 FEET LOWER.
 KK1964'
 KK1964'THE STATION MARK, STAMPED---161 JCMD 1977---, IS A 3-INCH
 KK1964'BRONZE DISK CEMENTED IN A DRILL HOLE ATOP THE BEDROCK CREST, 6
 KK1964'FEET FROM EITHER THE EAST OR WEST EDGE, AND 100 FEET SOUTH OF
 KK1964'THE LAST UNCROSSABLE BREAK IN THE RIDGE WHICH IS LESS THAN
 KK1964'100 FEET FROM THE EXTREME NORTH END.
 KK1964'
 KK1964'REFERENCE MARK 1, STAMPED---161 JCMD RM 1 1977---, IS A 3-INCH
 KK1964'BRONZE DISK CEMENTED IN THE BEDROCK CREST, 6 FEET FROM EITHER
 KK1964'EDGE AND 10 FEET NORTH OF A BREAK IN THE CREST, BUT OVER 200
 KK1964'FEET SOUTH OF THE ABOVE MENTIONED BREAK.
 KK1964'
 KK1964'REFERENCE MARK 2, STAMPED---161 JCMD RM 2 1977---, IS A 3-INCH
 KK1964'BRONZE DISK CEMENTED IN THE BEDROCK CREST, 6 FEET FROM EITHER
 KK1964'EDGE AND 6 FEET SOUTH OF THE FIRST MENTIONED NORTHEN MOST BREAK
 KK1964'IN THE CREST.
 KK1964'
 KK1964'NOTE- THIS STATION WAS NOT OCCUPIED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1958 ***********************************************************************
 KK1958  DESIGNATION -  162
 KK1958  PID         -  KK1958
 KK1958  STATE/COUNTY-  CO/JEFFERSON
 KK1958  USGS QUAD   -  CHEESMAN LAKE (1984)
 KK1958
 KK1958                         *CURRENT SURVEY CONTROL
 KK1958  ___________________________________________________________________
 KK1958* NAD 83(1992)-  39 08 33.05745(N)    105 20 17.53131(W)     ADJUSTED  
 KK1958* NAVD 88     -      2481.9    (meters)    8143.     (feet)  VERTCON   
 KK1958  ___________________________________________________________________
 KK1958  LAPLACE CORR-         -10.51  (seconds)                    DEFLEC99
 KK1958  GEOID HEIGHT-         -13.98  (meters)                     GEOID03
 KK1958
 KK1958  HORZ ORDER  -  SECOND
 KK1958
 KK1958.The horizontal coordinates were established by classical geodetic methods
 KK1958.and adjusted by the National Geodetic Survey in January 1993..
 KK1958
 KK1958.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1958
 KK1958.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1958
 KK1958.The geoid height was determined by GEOID03.
 KK1958
 KK1958;                    North         East     Units Scale Factor Converg.
 KK1958;SPC CO C     -   450,141.921   928,388.648   MT  0.99993617   +0 06 07.4
 KK1958;SPC CO C     - 1,476,840.62  3,045,888.42   sFT  0.99993617   +0 06 07.4
 KK1958;UTM  13      - 4,332,646.378   470,773.202   MT  0.99961052   -0 12 48.6
 KK1958
 KK1958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1958!SPC CO C     -   0.99961294  x   0.99993617  =   0.99954914
 KK1958!UTM  13      -   0.99961294  x   0.99961052  =   0.99922361
 KK1958
 KK1958|---------------------------------------------------------------------|
 KK1958| PID    Reference Object                     Distance      Geod. Az  |
 KK1958|                                                           dddmmss.s |
 KK1958| CP6174 162 RM 2                             17.502 METERS 00243     |
 KK1958| KK1964 161                                 APPROX. 4.5 KM 2352203.5 |
 KK1958| CP6173 162 RM 1                             25.928 METERS 25209     |
 KK1958|---------------------------------------------------------------------|
 KK1958
 KK1958                          SUPERSEDED SURVEY CONTROL
 KK1958
 KK1958  NAD 83(1986)-  39 08 33.05187(N)    105 20 17.53257(W) AD(       ) 2
 KK1958  NAD 27      -  39 08 33.08840(N)    105 20 15.53895(W) AD(       ) 2
 KK1958  NGVD 29 (07/19/86) 2480.7    (m)         8139.     (f) VERT ANG       
 KK1958
 KK1958.Superseded values are not recommended for survey control.
 KK1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1958.See file dsdata.txt to determine how the superseded data were derived.
 KK1958
 KK1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7077332646(NAD 83)
 KK1958_MARKER: DD = SURVEY DISK
 KK1958_SETTING: 66 = SET IN ROCK OUTCROP
 KK1958
 KK1958  HISTORY     - Date     Condition        Report By
 KK1958  HISTORY     - 1977     MONUMENTED       CO-059
 KK1958
 KK1958                          STATION DESCRIPTION
 KK1958
 KK1958'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1958'THE STATION IS LOCATED JUST LESS THAN 1 MILE NORTH OF THE
 KK1958'JEFFERSON-PARK COUNTY LINE AND LESS THAN 1 MILE WEST OF THE
 KK1958'SOUTH PLATTE RIVER WHICH IS THE JEFFERSON-DOUGLAS COUNTY LINE
 KK1958'AND IN AN UNPLATTED AREA OF PIKE NATIONAL FOREST.
 KK1958'
 KK1958'TO REACH THIS STATION FROM DECKERS, GO WEST ACROSS THE BRIDGE
 KK1958'ON COUNTY HIGHWAY 126 AND FOLLOW IT TO THE WEST FOR 2.5 MILES
 KK1958'TO A DIRT ROAD TO THE LEFT, WHICH IS U.S. FOREST SERVICE ROAD
 KK1958'NUMBER 211.  TURN LEFT AND GO 2.5 MILES TO A FORK, BEARING LEFT
 KK1958'(THIS IS STILL NUMBER 211) FOR 1 MILE TO ANOTHER FORK.  BEAR
 KK1958'LEFT AND PROCEED 5 MILES TO ANOTHER FORK, BEAR RIGHT FOR 2
 KK1958'MILES TO GOOSE CREEK CAMPGROUND.  CONTINUE FOR 1 MILE BEARING
 KK1958'LEFT AND PASS THE ENTRANCE TO (TRAILHEAD).  CONTINUE ON THE
 KK1958'MAIN ROAD FOR 1 MILE TO A 4-WHEEL DRIVE TRAIL ON THE LEFT.
 KK1958'TURN LEFT AND GO 1.6 MILES EAST TO THE TRAILS END AT A LARGE
 KK1958'LOW ROCK DOME.  THE STATION IS ON THE HIGHEST POINT IN THE
 KK1958'AREA.
 KK1958'
 KK1958'THE STATION MARK, STAMPED---162 JCMD 1977---, IS A 3-INCH
 KK1958'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE ROCK DOME.
 KK1958'
 KK1958'REFERENCE MARK 1, STAMPED---162 JCMD RM 1 1977---, IS A 3-INCH
 KK1958'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE EAST OF
 KK1958'A SMALLER ROCK FORMATION 50 FEET WEST OF THE ROCK
 KK1958'DOME AND SEVERAL FEET LOWER, THE CAP BEING 85 FEET
 KK1958'WEST-SOUTHWEST OF THE STATION MARK.
 KK1958'
 KK1958'REFERENCE MARK 2, STAMPED---162 JCMD RM 2 1977---, IS A 3-INCH
 KK1958'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE ROCK DOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0488 ***********************************************************************
 KL0488  DESIGNATION -  16/57282
 KL0488  PID         -  KL0488
 KL0488  STATE/COUNTY-  CO/GARFIELD
 KL0488  USGS QUAD   -  GLENWOOD SPRINGS (1987)
 KL0488
 KL0488                         *CURRENT SURVEY CONTROL
 KL0488  ___________________________________________________________________
 KL0488* NAD 83(1986)-  39 32 57.     (N)    107 19 27.     (W)     SCALED    
 KL0488* NAVD 88     -      1750.715  (meters)    5743.80   (feet)  ADJUSTED  
 KL0488  ___________________________________________________________________
 KL0488  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 KL0488  DYNAMIC HT  -        1748.881 (meters)    5737.79  (feet)  COMP
 KL0488  MODELED GRAV-     979,518.2   (mgal)                       NAVD 88
 KL0488
 KL0488  VERT ORDER  -  SECOND    CLASS 0
 KL0488
 KL0488.The horizontal coordinates were scaled from a topographic map and have
 KL0488.an estimated accuracy of +/- 6 seconds.
 KL0488
 KL0488.The orthometric height was determined by differential leveling
 KL0488.and adjusted by the National Geodetic Survey in June 1991..
 KL0488
 KL0488.The geoid height was determined by GEOID03.
 KL0488
 KL0488.The dynamic height is computed by dividing the NAVD 88
 KL0488.geopotential number by the normal gravity value computed on the
 KL0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0488.degrees latitude (g = 980.6199 gals.).
 KL0488
 KL0488.The modeled gravity was interpolated from observed gravity values.
 KL0488
 KL0488;                    North         East    Units  Estimated Accuracy
 KL0488;SPC CO C     -   496,850.      757,630.      MT  (+/- 180 meters Scaled)
 KL0488
 KL0488                          SUPERSEDED SURVEY CONTROL
 KL0488
 KL0488  NGVD 29 (??/??/92) 1749.477  (m)         5739.74   (f) ADJ UNCH    2 0
 KL0488
 KL0488.Superseded values are not recommended for survey control.
 KL0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0488.See file dsdata.txt to determine how the superseded data were derived.
 KL0488
 KL0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD003803(NAD 83)
 KL0488_MARKER: DD = SURVEY DISK
 KL0488_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KL0488_SP_SET: RETAINING WALL
 KL0488_STAMPING: 16/57282
 KL0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0488
 KL0488  HISTORY     - Date     Condition        Report By
 KL0488  HISTORY     - UNK      MONUMENTED       USGS
 KL0488  HISTORY     - 1973     GOOD             NGS
 KL0488  HISTORY     - 20030705 MARK NOT FOUND   USPSQD
 KL0488
 KL0488                          STATION DESCRIPTION
 KL0488
 KL0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 KL0488'IN GLENWOOD SPRINGS.
 KL0488'AT GLENWOOD SPRINGS, GARFIELD COUNTY, ON THE NORTH SIDE OF GRAND
 KL0488'RIVER, 40 FEET WEST OF BATH HOUSE NO. 3, AND IN THE WEST END OF THE
 KL0488'HIGHWAY RETAINING WALL.  A CENTRAL COLORADO POWER CO. COPPER PLUG,
 KL0488'STAMPED 16/57283.
 KL0488
 KL0488                          STATION RECOVERY (2003)
 KL0488
 KL0488'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 KL0488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1075 ***********************************************************************
 JK1075  DESIGNATION -  17
 JK1075  PID         -  JK1075
 JK1075  STATE/COUNTY-  CO/PUEBLO
 JK1075  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1075
 JK1075                         *CURRENT SURVEY CONTROL
 JK1075  ___________________________________________________________________
 JK1075* NAD 83(1992)-  38 29 41.45932(N)    104 21 58.84174(W)     ADJUSTED  
 JK1075* NAVD 88     -      1542.53   (+/-2cm)    5060.8    (feet)  VERTCON   
 JK1075  ___________________________________________________________________
 JK1075  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 JK1075  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 JK1075
 JK1075  HORZ ORDER  -  SECOND
 JK1075  VERT ORDER  -  THIRD ? (See Below)
 JK1075
 JK1075.The horizontal coordinates were established by classical geodetic methods
 JK1075.and adjusted by the National Geodetic Survey in January 1993..
 JK1075
 JK1075.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1075.The vertical order pertains to the NGVD 29 superseded value.
 JK1075
 JK1075.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1075
 JK1075.The geoid height was determined by GEOID03.
 JK1075
 JK1075;                    North         East     Units Scale Factor Converg.
 JK1075;SPC CO S     -   508,307.637 1,013,299.478   MT  1.00001181   +0 41 43.3
 JK1075;SPC CO S     - 1,667,672.64  3,324,466.70   sFT  1.00001181   +0 41 43.3
 JK1075;UTM  13      - 4,260,912.151   555,257.565   MT  0.99963760   +0 23 39.9
 JK1075
 JK1075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1075!SPC CO S     -   0.99976112  x   1.00001181  =   0.99977293
 JK1075!UTM  13      -   0.99976112  x   0.99963760  =   0.99939880
 JK1075
 JK1075:                Primary Azimuth Mark                     Grid Az
 JK1075:SPC CO S     -  18                                       034 57 16.5
 JK1075:UTM  13      -  18                                       035 15 19.9
 JK1075
 JK1075|---------------------------------------------------------------------|
 JK1075| PID    Reference Object                     Distance      Geod. Az  |
 JK1075|                                                           dddmmss.s |
 JK1075| JK0996 18                                  APPROX. 1.1 KM 0353859.8 |
 JK1075|---------------------------------------------------------------------|
 JK1075
 JK1075                          SUPERSEDED SURVEY CONTROL
 JK1075
 JK1075  NAD 83(1986)-  38 29 41.44682(N)    104 21 58.83773(W) AD(       ) 2
 JK1075  NAD 27      -  38 29 41.45817(N)    104 21 56.95466(W) AD(       ) 2
 JK1075  NGVD 29 (07/19/86) 1541.66   (m)         5057.9    (f) LEVELING    3  
 JK1075
 JK1075.Superseded values are not recommended for survey control.
 JK1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1075.See file dsdata.txt to determine how the superseded data were derived.
 JK1075
 JK1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5525860912(NAD 83)
 JK1075
 JK1075  HISTORY     - Date     Condition        Report By
 JK1075  HISTORY     - UNK      MONUMENTED
 JK1075  HISTORY     - 1976     GOOD             NGS
 JK1075
 JK1075                          STATION DESCRIPTION
 JK1075
 JK1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JK1075'STATION IS LOCATED ON LAND OCCUPIED BY THE FEDERAL TRANSPORTATION
 JK1075'GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES NORTHEAST OF
 JK1075'PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS ABOUT 5.9 MILES
 JK1075'NORTHWEST OF THE FEDERAL HEADQUARTERS BUILDING, ALONG THE
 JK1075'NORTHWEST LIMB OF THE PROPOSED HIGH SPEED TRACK, IN FLAT OPEN
 JK1075'COUNTRY, 0.05 MILE WEST OF AN OLD RANCH ROAD AND 5 FEET WEST OF
 JK1075'A METAL WITNESS POST.
 JK1075'
 JK1075'STATION IS A STANDARD TRAVERSE STATION DISK, SET IN THE
 JK1075'TOP OF A ROUND CONCRETE MONUMENT 5 FEET INTO THE GROUND AND
 JK1075'PROJECTING ABOUT 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1763 ***********************************************************************
 KK1763  DESIGNATION -  17
 KK1763  PID         -  KK1763
 KK1763  STATE/COUNTY-  CO/JEFFERSON
 KK1763  USGS QUAD   -  ARVADA (1994)
 KK1763
 KK1763                         *CURRENT SURVEY CONTROL
 KK1763  ___________________________________________________________________
 KK1763* NAD 83(1992)-  39 51 31.13450(N)    105 06 24.60490(W)     ADJUSTED  
 KK1763* NAVD 88     -      1691.5    (meters)    5550.     (feet)  VERTCON   
 KK1763  ___________________________________________________________________
 KK1763  LAPLACE CORR-         -12.58  (seconds)                    DEFLEC99
 KK1763  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 KK1763
 KK1763  HORZ ORDER  -  SECOND
 KK1763
 KK1763.The horizontal coordinates were established by classical geodetic methods
 KK1763.and adjusted by the National Geodetic Survey in January 1993..
 KK1763
 KK1763.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1763
 KK1763.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1763
 KK1763.The geoid height was determined by GEOID03.
 KK1763
 KK1763;                    North         East     Units Scale Factor Converg.
 KK1763;SPC CO C     -   529,708.271   948,045.535   MT  1.00002330   +0 14 52.7
 KK1763;SPC CO C     - 1,737,884.55  3,110,379.39   sFT  1.00002330   +0 14 52.7
 KK1763;UTM  13      - 4,412,074.234   490,861.846   MT  0.99960103   -0 04 06.5
 KK1763
 KK1763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1763!SPC CO C     -   0.99973732  x   1.00002330  =   0.99976061
 KK1763!UTM  13      -   0.99973732  x   0.99960103  =   0.99933845
 KK1763
 KK1763|---------------------------------------------------------------------|
 KK1763| PID    Reference Object                     Distance      Geod. Az  |
 KK1763|                                                           dddmmss.s |
 KK1763| CP6176 17 RM 1                              14.081 METERS 14006     |
 KK1763| CP6177 17 RM 2                              28.287 METERS 21848     |
 KK1763| CP6175 17 AZ MK                                           3581934.1 |
 KK1763|---------------------------------------------------------------------|
 KK1763
 KK1763                          SUPERSEDED SURVEY CONTROL
 KK1763
 KK1763  NAD 83(1986)-  39 51 31.13066(N)    105 06 24.60212(W) AD(       ) 2
 KK1763  NAD 27      -  39 51 31.18288(N)    105 06 22.65658(W) AD(       ) 2
 KK1763  NGVD 29 (07/19/86) 1690.5    (m)         5546.     (f) VERT ANG       
 KK1763
 KK1763.Superseded values are not recommended for survey control.
 KK1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1763.See file dsdata.txt to determine how the superseded data were derived.
 KK1763
 KK1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE9086212074(NAD 83)
 KK1763_MARKER: DD = SURVEY DISK
 KK1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1763_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1763
 KK1763  HISTORY     - Date     Condition        Report By
 KK1763  HISTORY     - 1977     MONUMENTED       CO-059
 KK1763
 KK1763                          STATION DESCRIPTION
 KK1763
 KK1763'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1763'THE STATION IS LOCATED 4 MILES WEST OF THE TOWN OF
 KK1763'WESTMINSTER
 KK1763'AND 1-1/2 MILES WEST OF STATE HIGHWAY 121 (WADSWORTH BOULEVARD
 KK1763'IN THE SOUTHWEST QUARTER OF SECTION 12, T 2 S, R 69 W.
 KK1763'
 KK1763'TO REACH THE STATION FROM THE WESTMINISTER CITY HALL WHICH IS
 KK1763'SOUTHWEST OF THE JUNCTION OF FEDERAL BOULEVARD AND U.S.
 KK1763'HIGHWAY 36 GO NORTH ON FEDERAL 0.6 MILE TO THE INTERSECTION OF
 KK1763'WEST 80TH AVENUE.  TURN LEFT AND GO WEST 4.5 MILES TO AN
 KK1763'INTERSECTION WITH KIPLING STREET.  TURN RIGHT AND GO NORTH 1.0
 KK1763'MILE TO THE GUARD SHACK AND ENTRANCE TO STANDLEY LAKE.  GO
 KK1763'TOWARD THE DAM 0.15 MILE TO THE HIGHEST AREA OF GROUND TO THE
 KK1763'EAST EDGE OF THE ROAD.
 KK1763'
 KK1763'TO REACH THE AZIMUTH MARK GO 0.15 MILE NORTH TO THE SOUTH END
 KK1763'OF THE DAM.  THE MARK IS IN THE BASE OF A LARGE CONCRETE
 KK1763'MONUMENT.
 KK1763'
 KK1763'THE STATION MARK, STAMPED---17 JCMD 1977---, IS A 3-INCH BRONZE
 KK1763'DISK SET IN CONCRETE WITH NO UNDERGROUND MARK, 39 FEET EAST OF
 KK1763'THE CENTER OF THE ROAD.
 KK1763'
 KK1763'REFERENCE MARK 1, STAMPED---17 JCMD RM 1 1977---, IS A 3-INCH
 KK1763'BRONZE DISK SET IN CONCRETE 81 FEET EAST OF THE CENTER OF THE
 KK1763'ROAD AND 110 FEET EAST-SOUTHEAST OF THE TELEPHONE POLE.
 KK1763'
 KK1763'REFERENCE MARK 2, STAMPED---17 JCMD RM 2 1977---, IS A 3-INCH
 KK1763'BRONZE DISK SET IN CONCRETE 16 FEET EAST OF THE CENTER OF THE
 KK1763'ROAD AND 100 FEET SOUTH-SOUTHWEST OF THE TELEPHONE POLE.
 KK1763'
 KK1763'THE AZIMUTH MARK, STAMPED---17 JCMD AZM 1977---, IS A 3-INCH
 KK1763'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE NORTHMOST CORNER OF
 KK1763'THE BASE OF A CONCRETE MONUMENT ON THE WEST SIDE OF THE GATE
 KK1763'THAT GOES ONTO THE TOP OF THE DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0602 ***********************************************************************
 HK0602  DESIGNATION -  17 CFD
 HK0602  PID         -  HK0602
 HK0602  STATE/COUNTY-  CO/LAS ANIMAS
 HK0602  USGS QUAD   -  THATCHER (1993)
 HK0602
 HK0602                         *CURRENT SURVEY CONTROL
 HK0602  ___________________________________________________________________
 HK0602* NAD 83(1986)-  37 31 40.     (N)    104 00 23.     (W)     SCALED    
 HK0602* NAVD 88     -      1690.020  (meters)    5544.67   (feet)  ADJUSTED  
 HK0602  ___________________________________________________________________
 HK0602  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 HK0602  DYNAMIC HT  -        1688.095 (meters)    5538.36  (feet)  COMP
 HK0602  MODELED GRAV-     979,431.7   (mgal)                       NAVD 88
 HK0602
 HK0602  VERT ORDER  -  THIRD
 HK0602
 HK0602.The horizontal coordinates were scaled from a topographic map and have
 HK0602.an estimated accuracy of +/- 6 seconds.
 HK0602
 HK0602.The orthometric height was determined by differential leveling
 HK0602.and adjusted by the National Geodetic Survey in August 1995..
 HK0602
 HK0602.The geoid height was determined by GEOID03.
 HK0602
 HK0602.The dynamic height is computed by dividing the NAVD 88
 HK0602.geopotential number by the normal gravity value computed on the
 HK0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0602.degrees latitude (g = 980.6199 gals.).
 HK0602
 HK0602.The modeled gravity was interpolated from observed gravity values.
 HK0602
 HK0602;                    North         East    Units  Estimated Accuracy
 HK0602;SPC CO S     -   401,430.    1,046,420.      MT  (+/- 180 meters Scaled)
 HK0602
 HK0602                          SUPERSEDED SURVEY CONTROL
 HK0602
 HK0602.No superseded survey control is available for this station.
 HK0602
 HK0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB877538(NAD 83)
 HK0602_MARKER: DB = BENCH MARK DISK
 HK0602_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HK0602+WITH SETTING: INFORMATION.
 HK0602_SP_SET: METAL ROD DRIVEN INTO GROUND
 HK0602_STAMPING: 17 CFD 1970
 HK0602_MARK LOGO: USGS  
 HK0602_MAGNETIC: I = MARKER IS A STEEL ROD
 HK0602_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0602
 HK0602  HISTORY     - Date     Condition        Report By
 HK0602  HISTORY     - 1970     MONUMENTED       USGS
 HK0602
 HK0602                          STATION DESCRIPTION
 HK0602
 HK0602'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HK0602'FROM HOUGHTON, PROCEED 4.7 MILES (7.6 KM) SOUTHEAST ALONG A COUNTY
 HK0602'ROAD KNOWN AS PIPELINE ROAD, 43 FEET (13.1 M) EAST OF A CATTLEGUARD,
 HK0602'2 FEET (0.6 M) SOUTH OF A FENCE, AND SET ON A COPPER-COATED ROD
 HK0602'DRIVEN 8 FEET (2.4 M) INTO THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0219 ***********************************************************************
 LN0219  DESIGNATION -  17 HJH
 LN0219  PID         -  LN0219
 LN0219  STATE/COUNTY-  CO/MOFFAT
 LN0219  USGS QUAD   -  SWALLOW CANYON (1972)
 LN0219
 LN0219                         *CURRENT SURVEY CONTROL
 LN0219  ___________________________________________________________________
 LN0219* NAD 83(1986)-  40 51 43.     (N)    109 02 54.     (W)     SCALED    
 LN0219* NAVD 88     -      1757.902  (meters)    5767.38   (feet)  ADJUSTED  
 LN0219  ___________________________________________________________________
 LN0219  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 LN0219  DYNAMIC HT  -        1756.404 (meters)    5762.47  (feet)  COMP
 LN0219  MODELED GRAV-     979,709.7   (mgal)                       NAVD 88
 LN0219
 LN0219  VERT ORDER  -  SECOND    CLASS 0
 LN0219
 LN0219.The horizontal coordinates were scaled from a topographic map and have
 LN0219.an estimated accuracy of +/- 6 seconds.
 LN0219
 LN0219.The orthometric height was determined by differential leveling
 LN0219.and adjusted by the National Geodetic Survey in June 1991..
 LN0219
 LN0219.The geoid height was determined by GEOID03.
 LN0219
 LN0219.The dynamic height is computed by dividing the NAVD 88
 LN0219.geopotential number by the normal gravity value computed on the
 LN0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0219.degrees latitude (g = 980.6199 gals.).
 LN0219
 LN0219.The modeled gravity was interpolated from observed gravity values.
 LN0219
 LN0219;                    North         East    Units  Estimated Accuracy
 LN0219;SPC CO N     -   480,520.      615,320.      MT  (+/- 180 meters Scaled)
 LN0219
 LN0219                          SUPERSEDED SURVEY CONTROL
 LN0219
 LN0219  NGVD 29 (??/??/92) 1756.709  (m)         5763.47   (f) ADJ UNCH    2 0
 LN0219
 LN0219.Superseded values are not recommended for survey control.
 LN0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0219.See file dsdata.txt to determine how the superseded data were derived.
 LN0219
 LN0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL644252(NAD 83)
 LN0219_MARKER: DB = BENCH MARK DISK
 LN0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0219_STAMPING: 17 HJH 5763 1950
 LN0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0219+STABILITY: SURFACE MOTION
 LN0219
 LN0219  HISTORY     - Date     Condition        Report By
 LN0219  HISTORY     - 1950     MONUMENTED       CGS
 LN0219  HISTORY     - 1962     GOOD             NGS
 LN0219
 LN0219                          STATION DESCRIPTION
 LN0219
 LN0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 LN0219'30.75 MI NW FROM GREYSTONE.
 LN0219'30.75 MILES NORTHWEST ALONG COUNTY ROAD 10 FROM THE STORE AND POST
 LN0219'OFFICE AT GREYSTONE, ON THE BOUNDARY LINE OF COLORADO AND UTAH, 23
 LN0219'FEET NORTH OF THE CENTER LINE OF THE ROAD, 6 FEET NORTH OF THE STATE
 LN0219'LINE SIGN, 1.0 FOOT SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN
 LN0219'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 LN0219'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5106 ***********************************************************************
 AC5106  DESIGNATION -  17 JR
 AC5106  PID         -  AC5106
 AC5106  STATE/COUNTY-  CO/PUEBLO
 AC5106  USGS QUAD   -  GRANDVIEW SCHOOL SE (1974)
 AC5106
 AC5106                         *CURRENT SURVEY CONTROL
 AC5106  ___________________________________________________________________
 AC5106* NAD 83(1992)-  38 16 34.92182(N)    104 06 35.45872(W)     ADJUSTED  
 AC5106* NAVD 88     -      1448.7    (meters)    4753.     (feet)  GPS OBS   
 AC5106  ___________________________________________________________________
 AC5106  X           -  -1,222,469.335 (meters)                     COMP
 AC5106  Y           -  -4,863,315.828 (meters)                     COMP
 AC5106  Z           -   3,930,456.404 (meters)                     COMP
 AC5106  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 AC5106  ELLIP HEIGHT-        1428.13  (meters)          (12/03/02) GPS OBS
 AC5106  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 AC5106
 AC5106  HORZ ORDER  -  FIRST
 AC5106  ELLP ORDER  -  FOURTH    CLASS II
 AC5106
 AC5106.The horizontal coordinates were established by GPS observations
 AC5106.and adjusted by the National Geodetic Survey in January 1997..
 AC5106
 AC5106.The orthometric height was determined by GPS observations and a
 AC5106.high-resolution geoid model.
 AC5106
 AC5106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5106
 AC5106.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5106
 AC5106.The ellipsoidal height was determined by GPS observations
 AC5106.and is referenced to NAD 83.
 AC5106
 AC5106.The geoid height was determined by GEOID03.
 AC5106
 AC5106;                    North         East     Units Scale Factor Converg.
 AC5106;SPC CO S     -   484,360.393 1,036,034.993   MT  0.99997512   +0 51 09.7
 AC5106;SPC CO S     - 1,589,105.72  3,399,058.14   sFT  0.99997512   +0 51 09.7
 AC5106;UTM  13      - 4,236,853.927   577,859.353   MT  0.99967466   +0 33 05.2
 AC5106
 AC5106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5106!SPC CO S     -   0.99977596  x   0.99997512  =   0.99975109
 AC5106!UTM  13      -   0.99977596  x   0.99967466  =   0.99945070
 AC5106
 AC5106                          SUPERSEDED SURVEY CONTROL
 AC5106
 AC5106  ELLIP H (01/17/97) 1428.13   (m)                       GP(       ) 1 1
 AC5106
 AC5106.Superseded values are not recommended for survey control.
 AC5106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5106.See file dsdata.txt to determine how the superseded data were derived.
 AC5106
 AC5106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC7785936854(NAD 83)
 AC5106_MARKER: DB = BENCH MARK DISK
 AC5106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5106_STAMPING: 17 JR 4750 1954
 AC5106_MARK LOGO: USGS  
 AC5106_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC5106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5106+STABILITY: SURFACE MOTION
 AC5106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5106+SATELLITE: SATELLITE OBSERVATIONS - 1954
 AC5106
 AC5106  HISTORY     - Date     Condition        Report By
 AC5106  HISTORY     - 1954     MONUMENTED       USGS
 AC5106
 AC5106                          STATION DESCRIPTION
 AC5106
 AC5106'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AC5106'THE STATION IS LOCATED IN NORTHEASTERN PUEBLO COUNTY AT THE
 AC5106'INTERSECTION OF PRAIRIE HILLS ROAD AND BOONE HILL ROAD EAST, ABOUT
 AC5106'27.3 MI (43.9 KM) NORTHEAST OF DOWNTOWN PUEBLO, 3.0 MI (4.8 KM) WEST
 AC5106'OF THE PUEBLO-CROWLEY COUNTY LINE, 8.2 MI (13.2 KM) EAST-NORTHEAST OF
 AC5106'BOONE AT THE SOUTHWEST CORNER OF SECTION 27 OF T20S R60W OF THE 6TH
 AC5106'PM.  OWNERSHIP--PUEBLO COUNTY RIGHT-OF-WAY.  TO REACH THE STATION FROM
 AC5106'THE INTERSECTION OF STATE HWY 96E AND BAKER STREET IN BOONE, GO EAST
 AC5106'ON STATE HWY 96E 1.0 MI (1.6 KM) TO A SIDE ROAD LEFT, BOONE HILL ROAD.
 AC5106'TURN LEFT, NORTHEAST, OVER RAILROAD TRACKS ON BOONE HILL ROAD FOR 1.4
 AC5106'MI (2.3 KM) , AS THE ROAD CLIMBS A MESA TO A POINT WHERE THE ROAD
 AC5106'STRAIGHTENS TO DUE EAST-WEST.  CONTINUE EAST ON BOONE ROAD 1.2 MI (1.9
 AC5106'KM) TO A BEND IN THE ROAD TO THE NORTH.  CONTINUE NORTH, THEN
 AC5106'NORTHEAST, AND THEN EAST 1.5 MI (2.4 KM) TO A Y INTERSECTION WITH
 AC5106'BOONE ROAD AND BOONE HILL ROAD EAST.  CONTINUE EAST ON WHAT IS NOW
 AC5106'CALLED BOONE HILL ROAD EAST 4.0 MI (6.4 KM) TO AN INTERSECTION WITH
 AC5106'PRAIRIE HILLS ROAD.  THE MARKER IS ON THE NORTHEAST CORNER OF THE
 AC5106'INTERSECTION.  THE MARKER IS A STANDARD USGS BRASS VERTICAL BENCHMARK
 AC5106'DISK SET INTO THE TOP OF A 20 CM SQUARE CONCRETE POST RECESSED 0.20 FT
 AC5106'(6.10 CM) UNDERGROUND AND SET ABOUT 30 CM ABOVE THE SURFACE OF BOONE
 AC5106'HILL ROAD EAST.  IT IS 9.3 M (30.5 FT) EAST OF THE CENTER OF THE
 AC5106'NORTH-SOUTH ROAD, PRAIRIE HILLS ROAD, 7.5 M (24.6 FT) NORTH OF AN
 AC5106'EAST-WEST ROAD, BOONE HILL EAST ROAD, 0.3 M (1.0 FT) EAST OF A
 AC5106'CARSONITE WITNESS POST, 0.5 M (1.6 FT) SOUTH OF A FENCE, AND 0.9 M
 AC5106'(3.0 FT) EAST-SOUTHEAST OF
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0697 ***********************************************************************
 KK0697  DESIGNATION -  172
 KK0697  PID         -  KK0697
 KK0697  STATE/COUNTY-  CO/JEFFERSON
 KK0697  USGS QUAD   -  PLATTE CANYON (1994)
 KK0697
 KK0697                         *CURRENT SURVEY CONTROL
 KK0697  ___________________________________________________________________
 KK0697* NAD 83(1986)-  39 25 31.     (N)    105 12 02.     (W)     SCALED    
 KK0697* NAVD 88     -      1901.617  (meters)    6238.89   (feet)  POSTED    
 KK0697  ___________________________________________________________________
 KK0697  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 KK0697  DYNAMIC HT  -        1899.650 (meters)    6232.44  (feet)  COMP
 KK0697  MODELED GRAV-     979,523.3   (mgal)                       NAVD 88
 KK0697
 KK0697  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0697
 KK0697.The horizontal coordinates were scaled from a topographic map and have
 KK0697.an estimated accuracy of +/- 6 seconds.
 KK0697
 KK0697.The orthometric height was determined by differential leveling
 KK0697.and adjusted by the National Geodetic Survey in 1992..
 KK0697.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0697.rate of 0.0 thru 1.0 mm/km.
 KK0697
 KK0697.The geoid height was determined by GEOID03.
 KK0697
 KK0697.The dynamic height is computed by dividing the NAVD 88
 KK0697.geopotential number by the normal gravity value computed on the
 KK0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0697.degrees latitude (g = 980.6199 gals.).
 KK0697
 KK0697.The modeled gravity was interpolated from observed gravity values.
 KK0697
 KK0697;                    North         East    Units  Estimated Accuracy
 KK0697;SPC CO C     -   481,560.      940,180.      MT  (+/- 180 meters Scaled)
 KK0697
 KK0697                          SUPERSEDED SURVEY CONTROL
 KK0697
 KK0697  NGVD 29 (??/??/92) 1900.540  (m)         6235.35   (f) ADJ UNCH    1 2
 KK0697
 KK0697.Superseded values are not recommended for survey control.
 KK0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0697.See file dsdata.txt to determine how the superseded data were derived.
 KK0697
 KK0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD827639(NAD 83)
 KK0697_MARKER: DD = SURVEY DISK
 KK0697_SETTING: 66 = SET IN ROCK OUTCROP
 KK0697_SP_SET: ROCK OUTCROP
 KK0697_STAMPING: BM 172 1930
 KK0697_MARK LOGO: DMWW  
 KK0697_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0697+STABILITY: POSITION/ELEVATION WELL
 KK0697
 KK0697  HISTORY     - Date     Condition        Report By
 KK0697  HISTORY     - 1930     MONUMENTED       DMWW
 KK0697  HISTORY     - 1951     GOOD             NGS
 KK0697  HISTORY     - 1955     GOOD             NGS
 KK0697  HISTORY     - 19890927 GOOD             NGS
 KK0697
 KK0697                          STATION DESCRIPTION
 KK0697
 KK0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0697'7.4 MI NE FROM BUFFALO CREEK.
 KK0697'7.4 MILES NORTHEAST ALONG THE ABANDONED COLORADO AND SOUTHERN
 KK0697'RAILROAD GRADE FROM THE POST OFFICE AT BUFFALO CREEK, 14 FEET
 KK0697'NORTHEAST OF THE CENTER LINE OF THE OLD RAILROAD GRADE, 3.6 FEET
 KK0697'ABOVE THE LEVEL OF THE RAILROAD GRADE, SET IN THE TOP OF A GRANITE
 KK0697'LEDGE.
 KK0697
 KK0697                          STATION RECOVERY (1955)
 KK0697
 KK0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0697'RECOVERED IN GOOD CONDITION.
 KK0697
 KK0697                          STATION RECOVERY (1989)
 KK0697
 KK0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KK0697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0556 ***********************************************************************
 LM0556  DESIGNATION -  18
 LM0556  PID         -  LM0556
 LM0556  STATE/COUNTY-  CO/JACKSON
 LM0556  USGS QUAD   -  GOULD NW (1955)
 LM0556
 LM0556                         *CURRENT SURVEY CONTROL
 LM0556  ___________________________________________________________________
 LM0556* NAD 83(1992)-  40 39 06.80365(N)    106 10 53.36151(W)     ADJUSTED  
 LM0556* NAVD 88     -      2589.0    (meters)    8494.     (feet)  VERTCON   
 LM0556  ___________________________________________________________________
 LM0556  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 LM0556  GEOID HEIGHT-         -12.02  (meters)                     GEOID03
 LM0556
 LM0556  HORZ ORDER  -  SECOND
 LM0556
 LM0556.The horizontal coordinates were established by classical geodetic methods
 LM0556.and adjusted by the National Geodetic Survey in January 1993..
 LM0556
 LM0556.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0556
 LM0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0556
 LM0556.The geoid height was determined by GEOID03.
 LM0556
 LM0556;                    North         East     Units Scale Factor Converg.
 LM0556;SPC CO N     -   451,425.719   856,765.641   MT  0.99998131   -0 26 25.2
 LM0556;SPC CO N     - 1,481,052.55  2,810,905.27   sFT  0.99998131   -0 26 25.2
 LM0556;UTM  13      - 4,500,785.687   400,112.911   MT  0.99972281   -0 46 11.1
 LM0556
 LM0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0556!SPC CO N     -   0.99959592  x   0.99998131  =   0.99957723
 LM0556!UTM  13      -   0.99959592  x   0.99972281  =   0.99931884
 LM0556
 LM0556|---------------------------------------------------------------------|
 LM0556| PID    Reference Object                     Distance      Geod. Az  |
 LM0556|                                                           dddmmss.s |
 LM0556| CP5225 18 RM 1                               6.156 METERS 10419     |
 LM0556| CP5226 18 RM 2                               7.773 METERS 18950     |
 LM0556| CP5224 18 AZ MK                                           3331515.6 |
 LM0556|---------------------------------------------------------------------|
 LM0556
 LM0556                          SUPERSEDED SURVEY CONTROL
 LM0556
 LM0556  NAD 83(1986)-  40 39 06.79814(N)    106 10 53.35461(W) AD(       ) 2
 LM0556  NAD 27      -  40 39 06.87100(N)    106 10 51.26900(W) AD(       ) 2
 LM0556  NGVD 29 (07/19/86) 2587.6    (m)         8489.     (f) VERT ANG       
 LM0556
 LM0556.Superseded values are not recommended for survey control.
 LM0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0556.See file dsdata.txt to determine how the superseded data were derived.
 LM0556
 LM0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF0011300786(NAD 83)
 LM0556_MARKER: DD = SURVEY DISK
 LM0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0556_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LM0556
 LM0556  HISTORY     - Date     Condition        Report By
 LM0556  HISTORY     - 1949     MONUMENTED       USFS
 LM0556  HISTORY     - 1982     GOOD             BLM
 LM0556
 LM0556                          STATION DESCRIPTION
 LM0556
 LM0556'DESCRIBED BY US FOREST SERVICE 1949 (DHK)
 LM0556'THE STATION IS LOCATED ABOUT 7 MILES AIRLINE SOUTHEAST OF
 LM0556'WALDEN AND ABOUT 0.5 MILE SOUTH OF STATE HIGHWAY 14 ON THE TOP
 LM0556'OF A GRASSY HILL.  THE STATION MARK IS A U.S. FOREST SERVICE MARK
 LM0556'SET IN THE TOP OF A 6 INCH CYLINDER OF CONCRETE THAT PROJECTS
 LM0556'6 INCHES.  IT IS SET ON THE HIGHEST POINT OF HILL 0.05 MILE SOUTH
 LM0556'OF THE NORTH END, 8 FEET EAST OF A WHITE WITNESS POST AND IS
 LM0556'STAMPED, RAS NO 18 1937.
 LM0556'
 LM0556'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, IS THE SAME ELEVATION AS
 LM0556'THE STATION MARK AND IS STAMPED, NO 18 NO 1 1949.
 LM0556'
 LM0556'REFERENCE MARK NO. 2 PROJECTS 6 INCHES, IS THE SAME ELEVATION AS
 LM0556'THE STATION MARK AND IS STAMPED, NO 18 NO 2 1949.
 LM0556'
 LM0556'THE AZIMUTH MARK PROJECTS 4 INCHES, IS SET 20 PACES SOUTH OF STATE
 LM0556'HIGHWAY 14, 6 PACES SOUTH OF A TELEPHONE POLE, 18 INCHES WEST
 LM0556'OF A WHITE WITNESS POST AND 1 FOOT NORTH OF A WIRE FENCE.  IT IS
 LM0556'STAMPED, NO 18 1949.
 LM0556'
 LM0556'TO REACH THE STATION FROM WALDEN.  GO EAST, SOUTH AND SOUTHEAST
 LM0556'ON STATE HIGHWAY 14, 7.4 MILES TO AZIMUTH MARK ON RIGHT.
 LM0556'CONTINUE 0.25 MILE TO A DIM ROAD RIGHT.  TURN RIGHT, GO SOUTH
 LM0556'0.4 MILE THEN TURN LEFT OFF ROAD GO EAST UP SLOPE TO TOP OF HILL
 LM0556'AND STATION.  A DRIVE STATION.
 LM0556
 LM0556                          STATION RECOVERY (1982)
 LM0556
 LM0556'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1982 (SRW)
 LM0556'RAS STATION MARK NO 18 1937 RECOVERED GOOD.
 LM0556'
 LM0556'RM NO 1 RECOVERED AND GOOD.
 LM0556'
 LM0556'RM NO 2 RECOVERED AND GOOD.
 LM0556'
 LM0556'AZIMUTH MARK NOT CHECKED.
 LM0556'
 LM0556'MARKED STATION WITH 62003 BECAUSE IT RECEIVED LESS THAN OR EQUAL 80
 LM0556'(STAMPED) SATELLITE PASSES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0996 ***********************************************************************
 JK0996  DESIGNATION -  18
 JK0996  PID         -  JK0996
 JK0996  STATE/COUNTY-  CO/PUEBLO
 JK0996  USGS QUAD   -  HANOVER SE (1973)
 JK0996
 JK0996                         *CURRENT SURVEY CONTROL
 JK0996  ___________________________________________________________________
 JK0996* NAD 83(1992)-  38 30 09.62664(N)    104 21 33.13127(W)     ADJUSTED  
 JK0996* NAVD 88     -      1559.44   (+/-2cm)    5116.3    (feet)  VERTCON   
 JK0996  ___________________________________________________________________
 JK0996  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 JK0996  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 JK0996
 JK0996  HORZ ORDER  -  SECOND
 JK0996  VERT ORDER  -  THIRD ? (See Below)
 JK0996
 JK0996.The horizontal coordinates were established by classical geodetic methods
 JK0996.and adjusted by the National Geodetic Survey in January 1993..
 JK0996
 JK0996.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK0996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK0996.The vertical order pertains to the NGVD 29 superseded value.
 JK0996
 JK0996.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0996
 JK0996.The geoid height was determined by GEOID03.
 JK0996
 JK0996;                    North         East     Units Scale Factor Converg.
 JK0996;SPC CO S     -   509,183.707 1,013,911.875   MT  1.00001339   +0 41 59.1
 JK0996;SPC CO S     - 1,670,546.88  3,326,475.88   sFT  1.00001339   +0 41 59.1
 JK0996;UTM  13      - 4,261,784.666   555,874.323   MT  0.99963845   +0 23 56.2
 JK0996
 JK0996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0996!SPC CO S     -   0.99975847  x   1.00001339  =   0.99977185
 JK0996!UTM  13      -   0.99975847  x   0.99963845  =   0.99939700
 JK0996
 JK0996:                Primary Azimuth Mark                     Grid Az
 JK0996:SPC CO S     -  18D                                      058 48 42.3
 JK0996:UTM  13      -  18D                                      059 06 45.2
 JK0996
 JK0996|---------------------------------------------------------------------|
 JK0996| PID    Reference Object                     Distance      Geod. Az  |
 JK0996|                                                           dddmmss.s |
 JK0996| JK0995 18D                                 APPROX. 0.9 KM 0593041.4 |
 JK0996|---------------------------------------------------------------------|
 JK0996
 JK0996                          SUPERSEDED SURVEY CONTROL
 JK0996
 JK0996  NAD 83(1986)-  38 30 09.61417(N)    104 21 33.12735(W) AD(       ) 2
 JK0996  NAD 27      -  38 30 09.62614(N)    104 21 31.24521(W) AD(       ) 2
 JK0996  NGVD 29 (07/19/86) 1558.57   (m)         5113.4    (f) LEVELING    3  
 JK0996
 JK0996.Superseded values are not recommended for survey control.
 JK0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0996.See file dsdata.txt to determine how the superseded data were derived.
 JK0996
 JK0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5587461785(NAD 83)
 JK0996
 JK0996  HISTORY     - Date     Condition        Report By
 JK0996  HISTORY     - UNK      MONUMENTED
 JK0996  HISTORY     - 1976     GOOD             NGS
 JK0996
 JK0996                          STATION DESCRIPTION
 JK0996
 JK0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JK0996'STATION IS LOCATED ON LAND OCCUPIED BY THE FEDERAL TRANSPORTATION
 JK0996'GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES NORTHEAST OF
 JK0996'PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS ABOUT 6 MILES
 JK0996'NORTHWEST OF THE FEDERAL HEADQUARTERS BUILDING, ON A SMALL KNOLL,
 JK0996'0.1 MILE SOUTH-SOUTHWEST OF AN OLD RANCH ROAD, 0.45 MILE SOUTH OF A
 JK0996'WINDMILL AND 6 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 JK0996'
 JK0996'STATION IS A STANDARD TRAVERSE STATION DISK, SET IN THE
 JK0996'TOP OF A ROUND CONCRETE MONUMENT 5 FEET INTO THE GROUND AND
 JK0996'PROJECTING ABOUT 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1746 ***********************************************************************
 KK1746  DESIGNATION -  18
 KK1746  PID         -  KK1746
 KK1746  STATE/COUNTY-  CO/JEFFERSON
 KK1746  USGS QUAD   -  LAFAYETTE (1994)
 KK1746
 KK1746                         *CURRENT SURVEY CONTROL
 KK1746  ___________________________________________________________________
 KK1746* NAD 83(1992)-  39 53 14.06137(N)    105 03 11.29431(W)     ADJUSTED  
 KK1746* NAVD 88     -      1636.9    (meters)    5370.     (feet)  VERTCON   
 KK1746  ___________________________________________________________________
 KK1746  LAPLACE CORR-          -9.93  (seconds)                    DEFLEC99
 KK1746  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 KK1746
 KK1746  HORZ ORDER  -  SECOND
 KK1746
 KK1746.The horizontal coordinates were established by classical geodetic methods
 KK1746.and adjusted by the National Geodetic Survey in January 1993..
 KK1746
 KK1746.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1746
 KK1746.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1746
 KK1746.The geoid height was determined by GEOID03.
 KK1746
 KK1746;                    North         East     Units Scale Factor Converg.
 KK1746;SPC CO C     -   532,904.060   952,624.845   MT  1.00003004   +0 16 54.6
 KK1746;SPC CO C     - 1,748,369.40  3,125,403.35   sFT  1.00003004   +0 16 54.6
 KK1746;UTM  13      - 4,415,243.354   495,456.763   MT  0.99960025   -0 02 02.7
 KK1746
 KK1746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1746!SPC CO C     -   0.99974593  x   1.00003004  =   0.99977596
 KK1746!UTM  13      -   0.99974593  x   0.99960025  =   0.99934628
 KK1746
 KK1746:                Primary Azimuth Mark                     Grid Az
 KK1746:SPC CO C     -  18 AZ MK                                 177 53 18.2
 KK1746:UTM  13      -  18 AZ MK                                 178 12 15.5
 KK1746
 KK1746|---------------------------------------------------------------------|
 KK1746| PID    Reference Object                     Distance      Geod. Az  |
 KK1746|                                                           dddmmss.s |
 KK1746| CP6178 18 AZ MK                                           1781012.8 |
 KK1746| CP6179 18 RM 1                              13.258 METERS 18015     |
 KK1746| CP6180 18 RM 2                              12.876 METERS 35357     |
 KK1746|---------------------------------------------------------------------|
 KK1746
 KK1746                          SUPERSEDED SURVEY CONTROL
 KK1746
 KK1746  NAD 83(1986)-  39 53 14.05734(N)    105 03 11.29236(W) AD(       ) 2
 KK1746  NAD 27      -  39 53 14.11126(N)    105 03 09.35468(W) AD(       ) 2
 KK1746  NGVD 29 (07/19/86) 1636.0    (m)         5367.     (f) VERT ANG       
 KK1746
 KK1746.Superseded values are not recommended for survey control.
 KK1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1746.See file dsdata.txt to determine how the superseded data were derived.
 KK1746
 KK1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE9545715243(NAD 83)
 KK1746_MARKER: DD = SURVEY DISK
 KK1746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1746_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1746_STAMPING: 18 JCMD 1977
 KK1746_MARK LOGO: JCMD  
 KK1746_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK1746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1746
 KK1746  HISTORY     - Date     Condition        Report By
 KK1746  HISTORY     - 1977     MONUMENTED       JCMD
 KK1746  HISTORY     - 19851030 SEE DESCRIPTION  JCMD
 KK1746
 KK1746                          STATION DESCRIPTION
 KK1746
 KK1746'DESCRIBED BY JEFFERSON COUNTY MAPPING DEPARTMENT 1977 (LCH)
 KK1746'THE STATION IS LOCATED 1.9 MILES SOUTH OF THE JEFFERSON-BOULDER
 KK1746'COUNTY LINE AND 25 FEET WEST OF THE JEFFERSON-ADAMS COUNTY LINE
 KK1746'IN THE SOUTHEAST 1/4 OF SECTION 12, T 2 S, R 69 W.
 KK1746'
 KK1746'TO REACH THE STATION FROM THE WESTMINISTER CITY HALL NEAR U.S.
 KK1746'HIGHWAY 36 AND FEDERAL BOULEVARD, GO WEST ON WEST 76TH AVENUE
 KK1746'1.5 MILES TO SHERIDAN BOULEVARD.  TURN RIGHT AND GO NORTH 3.5
 KK1746'MILES TO THE HIGHEST POINT ALONG THE WEST RIGHT-OF-WAY LINE
 KK1746'ABOUT 0.2 MILE NORTH OF WEST 104TH AVENUE.
 KK1746'
 KK1746'TO REACH THE AZIMUTH MARK GO SOUTH FOR 0.2 MILE TO THE AZIMUTH
 KK1746'MARK ON LEFT.  IT IS CEMENTED IN THE SIDEWALK ON THE EAST SIDE
 KK1746'OF SHERIDAN BOULEVARD.
 KK1746'
 KK1746'THE STATION MARK, STAMPED---18 JCMD 1977---, IS A 3-INCH BRONZE
 KK1746'DISK SET IN CONCRETE AND POSSIBLY COVERED BY BLOWING DUST, 25
 KK1746'FEET WEST OF THE CENTER OF THE PAVEMENT, 89 FEET
 KK1746'SOUTH-SOUTHEAST OF A UTILITY POLE AND 33.5 FEET NORTH-NORTHEAST
 KK1746'OF ANOTHER UTILITY POLE.
 KK1746'
 KK1746'REFERENCE MARK 1, STAMPED---18 JCMD RM 1 1977---, IS A 3-INCH
 KK1746'BRONZE DISK SET IN CONCRETE FLUSH WITH THE GROUND 11.5 FEET
 KK1746'SOUTHEAST OF A UTILITY POLE AND 24.5 FEET WEST OF THE CENTER
 KK1746'LINE OF THE PAVEMENT.
 KK1746'
 KK1746'REFERENCE MARK 2, STAMPED---18 JCMD RM 2 1977---, IS A 3-INCH
 KK1746'BRONZE DISK SET IN CONCRETE FLUSH WITH THE GROUND 47 FEET
 KK1746'SOUTH-SOUTHEAST OF A UTILITY POLE AND 30 FEET WEST OF THE
 KK1746'CENTER OF PAVEMENT.
 KK1746'
 KK1746'THE AZIMUTH MARK, STAMPED---18 JCMD AZM 1977---, IS A 3-INCH
 KK1746'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE SIDEWALK, 45.5 FEET
 KK1746'EAST OF THE CENTER OF THE PAVEMENT, 85 FEET NORTH-NORTHEAST OF
 KK1746'A STEEL LIGHT POLE AND 5 FEET WEST OF A WOODEN FENCE.
 KK1746
 KK1746                          STATION RECOVERY (1985)
 KK1746
 KK1746'RECOVERY NOTE BY JEFFERSON COUNTY MAPPING DEPARTMENT 1985 (CLN)
 KK1746'THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN FAIR CONDITION.
 KK1746'THE REFERENCE MARKS WERE NOT FOUND.  DUE TO CONSTRUCTION AT THE SITE
 KK1746'THE STATION MARK WAS MOVED.  AFTER THE CONSTRUCTION IS COMPLETED THE
 KK1746'STATION WILL BE MOVED BACK TO THE AREA IT WAS FIRST PLACED IN AND AT
 KK1746'THIS TIME REFERENCE MARKS WILL BE ADDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0604 ***********************************************************************
 HK0604  DESIGNATION -  18 CFD
 HK0604  PID         -  HK0604
 HK0604  STATE/COUNTY-  CO/LAS ANIMAS
 HK0604  USGS QUAD   -  THATCHER (1993)
 HK0604
 HK0604                         *CURRENT SURVEY CONTROL
 HK0604  ___________________________________________________________________
 HK0604* NAD 83(1986)-  37 32 54.     (N)    104 01 03.     (W)     SCALED    
 HK0604* NAVD 88     -      1641.986  (meters)    5387.08   (feet)  ADJUSTED  
 HK0604  ___________________________________________________________________
 HK0604  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 HK0604  DYNAMIC HT  -        1640.115 (meters)    5380.94  (feet)  COMP
 HK0604  MODELED GRAV-     979,433.2   (mgal)                       NAVD 88
 HK0604
 HK0604  VERT ORDER  -  THIRD
 HK0604
 HK0604.The horizontal coordinates were scaled from a topographic map and have
 HK0604.an estimated accuracy of +/- 6 seconds.
 HK0604
 HK0604.The orthometric height was determined by differential leveling
 HK0604.and adjusted by the National Geodetic Survey in August 1995..
 HK0604
 HK0604.The geoid height was determined by GEOID03.
 HK0604
 HK0604.The dynamic height is computed by dividing the NAVD 88
 HK0604.geopotential number by the normal gravity value computed on the
 HK0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0604.degrees latitude (g = 980.6199 gals.).
 HK0604
 HK0604.The modeled gravity was interpolated from observed gravity values.
 HK0604
 HK0604;                    North         East    Units  Estimated Accuracy
 HK0604;SPC CO S     -   403,690.    1,045,400.      MT  (+/- 180 meters Scaled)
 HK0604
 HK0604                          SUPERSEDED SURVEY CONTROL
 HK0604
 HK0604.No superseded survey control is available for this station.
 HK0604
 HK0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB867561(NAD 83)
 HK0604_MARKER: DB = BENCH MARK DISK
 HK0604_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HK0604+WITH SETTING: INFORMATION.
 HK0604_SP_SET: METAL ROD DRIVEN INTO GROUND
 HK0604_STAMPING: 18 CFD 1970
 HK0604_MARK LOGO: USGS  
 HK0604_MAGNETIC: I = MARKER IS A STEEL ROD
 HK0604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0604
 HK0604  HISTORY     - Date     Condition        Report By
 HK0604  HISTORY     - 1970     MONUMENTED       USGS
 HK0604
 HK0604                          STATION DESCRIPTION
 HK0604
 HK0604'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HK0604'FROM HOUGHTON, PROCEED 3.0 MILES (4.8 KM) SOUTHEAST ALONG A COUNTY
 HK0604'ROAD KNOWN AS PIPELINE ROAD, APPROXIMATELY 700 FEET (213.4 M)
 HK0604'NORTHWEST OF A RADAR TOWER, AND SET ON A COPPER-COATED ROD DRIVEN 8
 HK0604'FEET (2.4 M) INTO THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0571 ***********************************************************************
 KJ0571  DESIGNATION -  18 GDD
 KJ0571  PID         -  KJ0571
 KJ0571  STATE/COUNTY-  CO/LINCOLN
 KJ0571  USGS QUAD   -  THURMAN (1977)
 KJ0571
 KJ0571                         *CURRENT SURVEY CONTROL
 KJ0571  ___________________________________________________________________
 KJ0571* NAD 83(1986)-  39 36 36.     (N)    103 13 03.     (W)     SCALED    
 KJ0571* NAVD 88     -      1509.629  (meters)    4952.84   (feet)  ADJUSTED  
 KJ0571  ___________________________________________________________________
 KJ0571  GEOID HEIGHT-         -20.68  (meters)                     GEOID03
 KJ0571  DYNAMIC HT  -        1508.267 (meters)    4948.37  (feet)  COMP
 KJ0571  MODELED GRAV-     979,670.6   (mgal)                       NAVD 88
 KJ0571
 KJ0571  VERT ORDER  -  THIRD
 KJ0571
 KJ0571.The horizontal coordinates were scaled from a topographic map and have
 KJ0571.an estimated accuracy of +/- 6 seconds.
 KJ0571
 KJ0571.The orthometric height was determined by differential leveling
 KJ0571.and adjusted by the National Geodetic Survey in June 1991..
 KJ0571
 KJ0571.The geoid height was determined by GEOID03.
 KJ0571
 KJ0571.The dynamic height is computed by dividing the NAVD 88
 KJ0571.geopotential number by the normal gravity value computed on the
 KJ0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0571.degrees latitude (g = 980.6199 gals.).
 KJ0571
 KJ0571.The modeled gravity was interpolated from observed gravity values.
 KJ0571
 KJ0571;                    North         East    Units  Estimated Accuracy
 KJ0571;SPC CO C     -   504,490.    1,110,390.      MT  (+/- 180 meters Scaled)
 KJ0571
 KJ0571                          SUPERSEDED SURVEY CONTROL
 KJ0571
 KJ0571.No superseded survey control is available for this station.
 KJ0571
 KJ0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD530859(NAD 83)
 KJ0571_MARKER: DB = BENCH MARK DISK
 KJ0571_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KJ0571_SP_SET: FOUNDATION
 KJ0571_STAMPING: GDD 18 1972
 KJ0571_MARK LOGO: USGS  
 KJ0571_MAGNETIC: N = NO MAGNETIC MATERIAL
 KJ0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0571+STABILITY: SURFACE MOTION
 KJ0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0571+SATELLITE: SATELLITE OBSERVATIONS - 1972
 KJ0571
 KJ0571  HISTORY     - Date     Condition        Report By
 KJ0571  HISTORY     - 1972     MONUMENTED       USGS
 KJ0571
 KJ0571                          STATION DESCRIPTION
 KJ0571
 KJ0571'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KJ0571'FROM THE U.S. POST OFFICE AT ANTON, COLORADO, PROCEED 9.04 MILES SOUTH
 KJ0571'ALONG A PAVED ROAD TO A CROSSROAD, ABOUT 1 MILE NORTH OF THE HAMLET OF
 KJ0571'THURMAN, ACROSS THE ROAD FROM THE THURMAN CEMETERY, 127 FEET SOUTH AND
 KJ0571'79 FEET WEST OF THE CROSSROAD INTERSECTION, 1 FOOT NORTH OF AN IRON
 KJ0571'WITNESS POST, SET IN THE SOUTHEAST CORNER OF AN OLD CONCRETE
 KJ0571'FOUNDATION 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2902 ***********************************************************************
 AI2902  DESIGNATION -  18 HA 3781
 AI2902  PID         -  AI2902
 AI2902  STATE/COUNTY-  CO/SEDGWICK
 AI2902  USGS QUAD   -  VENANGO NW (1962)
 AI2902
 AI2902                         *CURRENT SURVEY CONTROL
 AI2902  ___________________________________________________________________
 AI2902* NAD 83(1992)-  40 54 34.27777(N)    102 13 40.34536(W)     ADJUSTED  
 AI2902* NAVD 88     -      1152.8    (meters)    3782.     (feet)  GPS OBS   
 AI2902  ___________________________________________________________________
 AI2902  X           -  -1,022,578.654 (meters)                     COMP
 AI2902  Y           -  -4,718,499.040 (meters)                     COMP
 AI2902  Z           -   4,155,576.244 (meters)                     COMP
 AI2902  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 AI2902  ELLIP HEIGHT-        1132.28  (meters)          (12/03/02) GPS OBS
 AI2902  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 AI2902
 AI2902  HORZ ORDER  -  FIRST
 AI2902  ELLP ORDER  -  FOURTH    CLASS II
 AI2902
 AI2902.The horizontal coordinates were established by GPS observations
 AI2902.and adjusted by the National Geodetic Survey in November 1999..
 AI2902
 AI2902.The orthometric height was determined by GPS observations and a
 AI2902.high-resolution geoid model.
 AI2902
 AI2902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2902
 AI2902.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2902
 AI2902.The ellipsoidal height was determined by GPS observations
 AI2902.and is referenced to NAD 83.
 AI2902
 AI2902.The geoid height was determined by GEOID03.
 AI2902
 AI2902;                    North         East     Units Scale Factor Converg.
 AI2902;SPC CO N     -   484,899.991 1,190,022.662   MT  1.00002291   +2 06 51.2
 AI2902;SPC CO N     - 1,590,876.05  3,904,266.02   sFT  1.00002291   +2 06 51.2
 AI2902;UTM  13      - 4,532,413.423   733,471.721   MT  1.00027095   +1 48 58.3
 AI2902
 AI2902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2902!SPC CO N     -   0.99982242  x   1.00002291  =   0.99984533
 AI2902!UTM  13      -   0.99982242  x   1.00027095  =   1.00009332
 AI2902
 AI2902                          SUPERSEDED SURVEY CONTROL
 AI2902
 AI2902  ELLIP H (11/30/99) 1132.31   (m)                       GP(       ) 1 1
 AI2902
 AI2902.Superseded values are not recommended for survey control.
 AI2902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2902.See file dsdata.txt to determine how the superseded data were derived.
 AI2902
 AI2902_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3347232413(NAD 83)
 AI2902_MARKER: DB = BENCH MARK DISK
 AI2902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2902_STAMPING: 18 HA 1948 3781
 AI2902_MARK LOGO: USGS  
 AI2902_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI2902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2902+STABILITY: SURFACE MOTION
 AI2902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2902+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2902
 AI2902  HISTORY     - Date     Condition        Report By
 AI2902  HISTORY     - 1999     MONUMENTED       NGS
 AI2902
 AI2902                          STATION DESCRIPTION
 AI2902
 AI2902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI2902'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) SOUTH-SOUTHEAST OF
 AI2902'JULESBURG AND 4 MI (6.4 KM) SOUTHEAST OF THE INTERSECTION OF
 AI2902'INTERSTATE 76 AND U.  S.  HIGHWAY 385, IN THE NORTHWEST 1/4 OF SECTION
 AI2902'26, T 11 N, R 44 W, AT U.  S.  HIGHWAY 385 MILEPOST 305.0.
 AI2902'OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION RIGHT-OF-WAY
 AI2902'TO REACH THE STATION FROM THE UNDERPASS OF U.  S.  HIGHWAY 385 AND
 AI2902'INTERSTATE 76 SOUTH OF JULESBURG, GO SOUTH ON U.S.  HIGHWAY 385 FOR
 AI2902'4.35 MI (7.00 KM) TO THE STATION ON THE LEFT AT THE INTERSECTION OF
 AI2902'COUNTY ROAD 24
 AI2902'THE MARK IS A STANDARD USGS DISK SET INTO THE TOP OF A SQUARE 25 CM
 AI2902'CONCRETE POST PROJECTING 20 CM ABOVE THE GROUND.  THE MONUMENT IS
 AI2902'LEANING ABOUT 5 DEGREES TO THE NORTH.  IT IS 24.6 M (80.7 FT) EAST
 AI2902'FROM THE CENTER LINE OF U.  S.  HIGHWAY 385, 10.4 M (34.1 FT) SOUTH
 AI2902'FROM THE CENTER OF COUNTY ROAD 24, 0.35 M (1.15 FT) NORTHWEST FROM A
 AI2902'WITNESS POST AND ABOUT 0.3 M (1.0 FT) BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0217 ***********************************************************************
 LN0217  DESIGNATION -  18 HJH
 LN0217  PID         -  LN0217
 LN0217  STATE/COUNTY-  CO/MOFFAT
 LN0217  USGS QUAD   -  SWALLOW CANYON (1972)
 LN0217
 LN0217                         *CURRENT SURVEY CONTROL
 LN0217  ___________________________________________________________________
 LN0217* NAD 83(1986)-  40 51 56.     (N)    109 00 59.     (W)     SCALED    
 LN0217* NAVD 88     -      1745.481  (meters)    5726.63   (feet)  ADJUSTED  
 LN0217  ___________________________________________________________________
 LN0217  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 LN0217  DYNAMIC HT  -        1743.999 (meters)    5721.77  (feet)  COMP
 LN0217  MODELED GRAV-     979,713.4   (mgal)                       NAVD 88
 LN0217
 LN0217  VERT ORDER  -  SECOND    CLASS 0
 LN0217
 LN0217.The horizontal coordinates were scaled from a topographic map and have
 LN0217.an estimated accuracy of +/- 6 seconds.
 LN0217
 LN0217.The orthometric height was determined by differential leveling
 LN0217.and adjusted by the National Geodetic Survey in June 1991..
 LN0217
 LN0217.The geoid height was determined by GEOID03.
 LN0217
 LN0217.The dynamic height is computed by dividing the NAVD 88
 LN0217.geopotential number by the normal gravity value computed on the
 LN0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0217.degrees latitude (g = 980.6199 gals.).
 LN0217
 LN0217.The modeled gravity was interpolated from observed gravity values.
 LN0217
 LN0217;                    North         East    Units  Estimated Accuracy
 LN0217;SPC CO N     -   480,810.      618,020.      MT  (+/- 180 meters Scaled)
 LN0217
 LN0217                          SUPERSEDED SURVEY CONTROL
 LN0217
 LN0217  NGVD 29 (??/??/92) 1744.294  (m)         5722.74   (f) ADJ UNCH    2 0
 LN0217
 LN0217.Superseded values are not recommended for survey control.
 LN0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0217.See file dsdata.txt to determine how the superseded data were derived.
 LN0217
 LN0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL671257(NAD 83)
 LN0217_MARKER: DD = SURVEY DISK
 LN0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0217_STAMPING: 18 HJH 1950 5723
 LN0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0217+STABILITY: SURFACE MOTION
 LN0217
 LN0217  HISTORY     - Date     Condition        Report By
 LN0217  HISTORY     - 1950     MONUMENTED       USGS
 LN0217  HISTORY     - 1962     GOOD             NGS
 LN0217
 LN0217                          STATION DESCRIPTION
 LN0217
 LN0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 LN0217'29.2 MI NW FROM GREYSTONE.
 LN0217'29.1 MILES NORTHWEST ALONG COUNTY ROAD 10 FROM THE STORE AND POST
 LN0217'OFFICE AT GREYSTONE, THENCE 0.1 MILE SOUTHEAST ALONG A TRACK ROAD
 LN0217'LEADING TO THE OLD SWING BRIDGE OVER GREEN RIVER, NEAR THE NORTHEAST
 LN0217'CORNER OF AN OLD FENCED IN PASTURE, 20 FEET WEST OF THE FENCE CORNER,
 LN0217'30 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD
 LN0217'AND IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0202 ***********************************************************************
 HM0202  DESIGNATION -  186
 HM0202  PID         -  HM0202
 HM0202  STATE/COUNTY-  CO/DOLORES
 HM0202  USGS QUAD   -  NORTHDALE (1985)
 HM0202
 HM0202                         *CURRENT SURVEY CONTROL
 HM0202  ___________________________________________________________________
 HM0202* NAD 83(1986)-  37 48 58.     (N)    109 02 31.     (W)     SCALED    
 HM0202* NAVD 88     -      2036.61   (+/-2cm)    6681.8    (feet)  VERTCON   
 HM0202  ___________________________________________________________________
 HM0202  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 HM0202
 HM0202  VERT ORDER  -  ? (See Below)
 HM0202
 HM0202.The horizontal coordinates were scaled from a topographic map and have
 HM0202.an estimated accuracy of +/- 6 seconds.
 HM0202
 HM0202.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0202.The vertical order pertains to the NGVD 29 superseded value.
 HM0202
 HM0202.The geoid height was determined by GEOID03.
 HM0202
 HM0202;                    North         East    Units  Estimated Accuracy
 HM0202;SPC CO S     -   438,280.      602,620.      MT  (+/- 180 meters Scaled)
 HM0202
 HM0202                          SUPERSEDED SURVEY CONTROL
 HM0202
 HM0202  NGVD 29 (??/??/92) 2035.444  (m)         6677.95   (f) ADJ UNCH    ?  
 HM0202
 HM0202.Superseded values are not recommended for survey control.
 HM0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0202.See file dsdata.txt to determine how the superseded data were derived.
 HM0202
 HM0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG723872(NAD 83)
 HM0202_MARKER: Z = SEE DESCRIPTION
 HM0202_SETTING: 0 = UNSPECIFIED SETTING
 HM0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0202
 HM0202  HISTORY     - Date     Condition        Report By
 HM0202  HISTORY     - UNK      MONUMENTED       CODH
 HM0202  HISTORY     - 1934     GOOD             NGS
 HM0202
 HM0202                          STATION DESCRIPTION
 HM0202
 HM0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HM0202'8.6 MI NW FROM DOVE CREEK.
 HM0202'8.6 MILES NORTHWEST ALONG U.S. HIGHWAY 160 FROM THE PUBLIC SCHOOL AT
 HM0202'DOVE CREEK, DOLORES COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0995 ***********************************************************************
 JK0995  DESIGNATION -  18D
 JK0995  PID         -  JK0995
 JK0995  STATE/COUNTY-  CO/PUEBLO
 JK0995  USGS QUAD   -  HANOVER SE (1973)
 JK0995
 JK0995                         *CURRENT SURVEY CONTROL
 JK0995  ___________________________________________________________________
 JK0995* NAD 83(1992)-  38 30 23.66032(N)    104 21 02.79496(W)     ADJUSTED  
 JK0995* NAVD 88     -      1561.70   (+/-2cm)    5123.7    (feet)  VERTCON   
 JK0995  ___________________________________________________________________
 JK0995  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 JK0995  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 JK0995
 JK0995  HORZ ORDER  -  SECOND
 JK0995  VERT ORDER  -  THIRD ? (See Below)
 JK0995
 JK0995.The horizontal coordinates were established by classical geodetic methods
 JK0995.and adjusted by the National Geodetic Survey in January 1993..
 JK0995
 JK0995.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK0995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK0995.The vertical order pertains to the NGVD 29 superseded value.
 JK0995
 JK0995.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0995
 JK0995.The geoid height was determined by GEOID03.
 JK0995
 JK0995;                    North         East     Units Scale Factor Converg.
 JK0995;SPC CO S     -   509,625.419 1,014,641.568   MT  1.00001419   +0 42 17.7
 JK0995;SPC CO S     - 1,671,996.06  3,328,869.88   sFT  1.00001419   +0 42 17.7
 JK0995;UTM  13      - 4,262,222.378   556,606.050   MT  0.99963946   +0 24 15.2
 JK0995
 JK0995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0995!SPC CO S     -   0.99975811  x   1.00001419  =   0.99977230
 JK0995!UTM  13      -   0.99975811  x   0.99963946  =   0.99939766
 JK0995
 JK0995:                Primary Azimuth Mark                     Grid Az
 JK0995:SPC CO S     -  19                                       059 24 35.1
 JK0995:UTM  13      -  19                                       059 42 37.6
 JK0995
 JK0995|---------------------------------------------------------------------|
 JK0995| PID    Reference Object                     Distance      Geod. Az  |
 JK0995|                                                           dddmmss.s |
 JK0995| JK0994 19                                  APPROX. 0.6 KM 0600652.8 |
 JK0995|---------------------------------------------------------------------|
 JK0995
 JK0995                          SUPERSEDED SURVEY CONTROL
 JK0995
 JK0995  NAD 83(1986)-  38 30 23.64791(N)    104 21 02.79110(W) AD(       ) 2
 JK0995  NAD 27      -  38 30 23.66024(N)    104 21 00.90991(W) AD(       ) 2
 JK0995  NGVD 29 (07/19/86) 1560.83   (m)         5120.8    (f) LEVELING    3  
 JK0995
 JK0995.Superseded values are not recommended for survey control.
 JK0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0995.See file dsdata.txt to determine how the superseded data were derived.
 JK0995
 JK0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5660662222(NAD 83)
 JK0995
 JK0995  HISTORY     - Date     Condition        Report By
 JK0995  HISTORY     - UNK      MONUMENTED
 JK0995  HISTORY     - 1976     GOOD             NGS
 JK0995
 JK0995                          STATION DESCRIPTION
 JK0995
 JK0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JK0995'STATION IS LOCATED ON LAND OCCUPIED BY THE FEDERAL TRANSPORTATION
 JK0995'GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES NORTHEAST OF
 JK0995'PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS ON THE SOUTH
 JK0995'SLOPE OF A HILL, ABOUT 6 MILES NORTH-NORTHWEST OF THE FEDERAL
 JK0995'HEADQUARTERS BUILDING, ALONG THE NORTHWEST LIMB OF THE PROPOSED
 JK0995'HIGH SPEED TRACK, 0.1 MILE WEST-NORTHWEST OF A WINDMILL AND SMALL
 JK0995'BUILDING, 0.05 MILE WEST-NORTHWEST OF A FENCELINE, 0.1 MILE
 JK0995'NORTH-NORTHEAST OF AN OLD RANCH ROAD AND 2.8 FEET NORTH OF A
 JK0995'METAL WITNESS POST.
 JK0995'
 JK0995'STATION IS A STANDARD TRAVERSE STATION DISK, CLAMPED
 JK0995'TO THE TOP OF A COPPER COVERED ROD DRIVEN INTO THE GROUND ABOUT 27
 JK0995'FEET, SURROUNDED BY A 4-INCH TILE.  DISK PROJECTS ABOUT 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0994 ***********************************************************************
 JK0994  DESIGNATION -  19
 JK0994  PID         -  JK0994
 JK0994  STATE/COUNTY-  CO/PUEBLO
 JK0994  USGS QUAD   -  HANOVER SE (1973)
 JK0994
 JK0994                         *CURRENT SURVEY CONTROL
 JK0994  ___________________________________________________________________
 JK0994* NAD 83(1992)-  38 30 32.55169(N)    104 20 43.10327(W)     ADJUSTED  
 JK0994* NAVD 88     -      1563.49   (+/-2cm)    5129.6    (feet)  VERTCON   
 JK0994  ___________________________________________________________________
 JK0994  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 JK0994  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 JK0994
 JK0994  HORZ ORDER  -  SECOND
 JK0994  VERT ORDER  -  THIRD ? (See Below)
 JK0994
 JK0994.The horizontal coordinates were established by classical geodetic methods
 JK0994.and adjusted by the National Geodetic Survey in January 1993..
 JK0994
 JK0994.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK0994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK0994.The vertical order pertains to the NGVD 29 superseded value.
 JK0994
 JK0994.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0994
 JK0994.The geoid height was determined by GEOID03.
 JK0994
 JK0994;                    North         East     Units Scale Factor Converg.
 JK0994;SPC CO S     -   509,905.452 1,015,115.261   MT  1.00001470   +0 42 29.7
 JK0994;SPC CO S     - 1,672,914.80  3,330,423.99   sFT  1.00001470   +0 42 29.7
 JK0994;UTM  13      - 4,262,499.817   557,081.028   MT  0.99964012   +0 24 27.5
 JK0994
 JK0994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0994!SPC CO S     -   0.99975784  x   1.00001470  =   0.99977253
 JK0994!UTM  13      -   0.99975784  x   0.99964012  =   0.99939804
 JK0994
 JK0994:                Primary Azimuth Mark                     Grid Az
 JK0994:SPC CO S     -  NORTH                                    070 44 08.0
 JK0994:UTM  13      -  NORTH                                    071 02 10.2
 JK0994
 JK0994|---------------------------------------------------------------------|
 JK0994| PID    Reference Object                     Distance      Geod. Az  |
 JK0994|                                                           dddmmss.s |
 JK0994| JK0992 NORTH                               APPROX. 1.6 KM 0712637.7 |
 JK0994|---------------------------------------------------------------------|
 JK0994
 JK0994                          SUPERSEDED SURVEY CONTROL
 JK0994
 JK0994  NAD 83(1986)-  38 30 32.53933(N)    104 20 43.09946(W) AD(       ) 2
 JK0994  NAD 27      -  38 30 32.55188(N)    104 20 41.21887(W) AD(       ) 2
 JK0994  NGVD 29 (07/19/86) 1562.61   (m)         5126.7    (f) LEVELING    3  
 JK0994
 JK0994.Superseded values are not recommended for survey control.
 JK0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0994.See file dsdata.txt to determine how the superseded data were derived.
 JK0994
 JK0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5708162500(NAD 83)
 JK0994
 JK0994  HISTORY     - Date     Condition        Report By
 JK0994  HISTORY     - UNK      MONUMENTED
 JK0994  HISTORY     - 1976     GOOD             NGS
 JK0994
 JK0994                          STATION DESCRIPTION
 JK0994
 JK0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JK0994'STATION IS LOCATED ON LAND OCCUPIED BY THE FEDERAL TRANSPORTATION
 JK0994'GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES NORTHEAST OF
 JK0994'PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS IS ON A LOW
 JK0994'NORTH-SOUTH RIDGE, ALONG THE NORTH LIMB OF THE HIGH SPEED TRACK,
 JK0994'ABOUT 5.8 MILES NORTH-NORTHWEST OF THE FEDERAL HEADQUARTERS BUILDING,
 JK0994'0.15 MILE NORTH OF A TRACK ROAD, 0.3 MILE NORTHEAST OF A WINDMILL,
 JK0994'250 FEET SOUTH OF AN OLD FENCELINE AND 6 FEET NORTH OF A METAL
 JK0994'WITNESS POST.
 JK0994'
 JK0994'STATION IS A STANDARD TRAVERSE STATION DISK, CLAMPED TO
 JK0994'THE TOP OF A COPPER COVERED ROD DRIVEN INTO THE GROUND ABOUT 41
 JK0994'FEET, SURROUNDED BY A 4-INCH TILE.  DISK PROJECTS ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1914 ***********************************************************************
 KK1914  DESIGNATION -  19
 KK1914  PID         -  KK1914
 KK1914  STATE/COUNTY-  CO/JEFFERSON
 KK1914  USGS QUAD   -  BLACK HAWK (1963)
 KK1914
 KK1914                         *CURRENT SURVEY CONTROL
 KK1914  ___________________________________________________________________
 KK1914* NAD 83(1992)-  39 51 42.44910(N)    105 22 47.47105(W)     ADJUSTED  
 KK1914* NAVD 88     -      2786.5    (meters)    9142.     (feet)  VERTCON   
 KK1914  ___________________________________________________________________
 KK1914  LAPLACE CORR-         -19.45  (seconds)                    DEFLEC99
 KK1914  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 KK1914
 KK1914  HORZ ORDER  -  SECOND
 KK1914
 KK1914.The horizontal coordinates were established by classical geodetic methods
 KK1914.and adjusted by the National Geodetic Survey in January 1993..
 KK1914
 KK1914.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1914
 KK1914.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1914
 KK1914.The geoid height was determined by GEOID03.
 KK1914
 KK1914;                    North         East     Units Scale Factor Converg.
 KK1914;SPC CO C     -   529,991.243   924,682.538   MT  1.00002403   +0 04 32.8
 KK1914;SPC CO C     - 1,738,812.94  3,033,729.29   sFT  1.00002403   +0 04 32.8
 KK1914;UTM  13      - 4,412,486.629   467,510.538   MT  0.99961299   -0 14 36.5
 KK1914
 KK1914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1914!SPC CO C     -   0.99956527  x   1.00002403  =   0.99958929
 KK1914!UTM  13      -   0.99956527  x   0.99961299  =   0.99917843
 KK1914
 KK1914:                Primary Azimuth Mark                     Grid Az
 KK1914:SPC CO C     -  TOM                                      154 24 47.3
 KK1914:UTM  13      -  TOM                                      154 43 56.6
 KK1914
 KK1914|---------------------------------------------------------------------|
 KK1914| PID    Reference Object                     Distance      Geod. Az  |
 KK1914|                                                           dddmmss.s |
 KK1914| KK1910 TOM                                 APPROX. 5.6 KM 1542920.1 |
 KK1914| CP6181 19 RM 1                              14.963 METERS 21719     |
 KK1914| CP6182 19 RM 2                              16.560 METERS 24720     |
 KK1914|---------------------------------------------------------------------|
 KK1914
 KK1914                          SUPERSEDED SURVEY CONTROL
 KK1914
 KK1914  NAD 83(1986)-  39 51 42.44606(N)    105 22 47.46807(W) AD(       ) 2
 KK1914  NAD 27      -  39 51 42.49597(N)    105 22 45.49660(W) AD(       ) 2
 KK1914  NGVD 29 (07/19/86) 2785.2    (m)         9138.     (f) VERT ANG       
 KK1914
 KK1914.Superseded values are not recommended for survey control.
 KK1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1914.See file dsdata.txt to determine how the superseded data were derived.
 KK1914
 KK1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE6751112487(NAD 83)
 KK1914_MARKER: DD = SURVEY DISK
 KK1914_SETTING: 66 = SET IN ROCK OUTCROP
 KK1914
 KK1914  HISTORY     - Date     Condition        Report By
 KK1914  HISTORY     - 1977     MONUMENTED       CO-059
 KK1914
 KK1914                          STATION DESCRIPTION
 KK1914
 KK1914'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1914'THE STATION IS LOCATED ABOUT 3/4 MILE EAST OF THE JEFFERSON
 KK1914'COUNTY LINE, 11-1/2 MILES NORTHWEST OF GOLDEN GATE CANYON
 KK1914'STATE PARK AND IN THE SOUTHWEST 1/4 OF SECTION 19, T 2 S,
 KK1914'R 72 W.
 KK1914'
 KK1914'TO REACH THE STATION FROM THE GOLDEN GATE STATE PARK VISITOR
 KK1914'CENTER, GO WEST FOR 1.2 MILES TO A JUNCTION AT THE PARK
 KK1914'MAINTENANCE SHOP.  GO NORTH FOR 2.8 MILES ON A PAVED ROAD TO A
 KK1914'JUNCTION WITH AN EAST-WEST ROAD.  TURN RIGHT AND GO EAST FOR
 KK1914'2.1 MILES TO A STEEL GATE MARKED (RIFLEMAN PHILLIPS GROUP
 KK1914'CAMPING AREA.) OBTAIN KEY TO STEEL GATE FROM VISITORS CENTER
 KK1914'UNLOCK AND PASS THROUGH THE GATE, GOING SOUTHEAST PAST THE
 KK1914'REMAINS OF THE PHILLIPS RANCH FOR 0.9 MILE TO A JUNCTION ON THE
 KK1914'NORTH EDGE OF A POND.  TAKE A 4-WHEEL DRIVE TRAIL NORTHERLY
 KK1914'FOR 0.2 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE PACK
 KK1914'UPHILL, EAST, FOR ABOUT 1/4 MILE TO A NORTH-SOUTH RIDGE THAT
 KK1914'SLOPES STEEPLY UPWARD TO THE SOUTH, PROCEED SOUTH ON RIDGE
 KK1914'TO THE TOP OF A HILL WHICH IS RELATIVELY LEVEL AND IS MORE
 KK1914'THAN AN ACRE IN AREA.  THE STATION IS NEAR THE SOUTHWEST
 KK1914'CORNER OF THIS AREA.
 KK1914'
 KK1914'THE STATION MARK, STAMPED---19 JCMD 1977---, IS A 3-INCH BRONZE
 KK1914'DISK CEMENTED IN A DRILL HOLE NEAR THE SOUTHWEST CORNER OF THE
 KK1914'HIGHEST AREA OF THE MOUNTAIN, 1 FOOT FROM THE WEST TIP OF A 6-FOOT
 KK1914'SQUARE BY 0.3-FOOT HIGH GRANITE DOME, 8 FEET EAST-SOUTHEAST OF AN
 KK1914'8-INCH DOUBLE PINE TREE, AND 8.8 FEET NORTH OF A 6-INCH PINE TREE.
 KK1914'
 KK1914'REFERENCE MARK 1, STAMPED---19 JCMD RM 1 1977---, IS A 3-INCH
 KK1914'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE MIDDLE OF THREE 1-FOOT
 KK1914'THICK VERTICAL LAYERS AT THE EAST EDGE OF A 1/4 ACRE ROCK
 KK1914'OUTCROP ON THE SOUTHWEST SHOULDER OF THE PEAK, 2.6 FEET NORTH OF
 KK1914'THE SOUTH TIP OF THE MIDDLE LAYER, AND 7 FEET SOUTHWEST OF A
 KK1914'12-INCH SPRUCE TREE, WHICH IS 3.3 FEET WEST OF A 10-INCH
 KK1914'SPRUCE TREE.
 KK1914'
 KK1914'REFERENCE MARK 2, STAMPED---19 JCMD RM 2 1977---, IS A 3-INCH
 KK1914'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE HIGHEST POINT OF THE
 KK1914'BEFORE MENTIONED 1/4 ACRE ROCK OUTCROP, 17.7 FEET SOUTH OF A
 KK1914'12-INCH PINE TREE, AND 17.7 FEET NORTH-NORTHEAST OF TWO 2-INCH
 KK1914'PINE TREES THAT ARE 1.7 FEET APART IN A NORTHWEST-SOUTHEAST
 KK1914'DIRECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1311 ***********************************************************************
 JK1311  DESIGNATION -  19 ARD
 JK1311  PID         -  JK1311
 JK1311  STATE/COUNTY-  CO/FREMONT
 JK1311  USGS QUAD   -  HALL GULCH (1983)
 JK1311
 JK1311                         *CURRENT SURVEY CONTROL
 JK1311  ___________________________________________________________________
 JK1311* NAD 83(1992)-  38 34 59.34013(N)    105 32 49.65052(W)     ADJUSTED  
 JK1311* NAVD 88     -      2634.10   (+/-2cm)    8642.0    (feet)  VERTCON   
 JK1311  ___________________________________________________________________
 JK1311  LAPLACE CORR-          -7.57  (seconds)                    DEFLEC99
 JK1311  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 JK1311
 JK1311  HORZ ORDER  -  THIRD
 JK1311  VERT ORDER  -  THIRD ? (See Below)
 JK1311
 JK1311.The horizontal coordinates were established by classical geodetic methods
 JK1311.and adjusted by the National Geodetic Survey in January 1993..
 JK1311
 JK1311.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1311.The vertical order pertains to the NGVD 29 superseded value.
 JK1311
 JK1311.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1311
 JK1311.The geoid height was determined by GEOID03.
 JK1311
 JK1311;                    North         East     Units Scale Factor Converg.
 JK1311;SPC CO C     -   388,036.918   910,295.799   MT  0.99997649   -0 01 47.0
 JK1311;SPC CO C     - 1,273,084.46  2,986,528.80   sFT  0.99997649   -0 01 47.0
 JK1311;UTM  13      - 4,270,661.848   452,346.585   MT  0.99962796   -0 20 28.4
 JK1311
 JK1311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1311!SPC CO C     -   0.99958918  x   0.99997649  =   0.99956568
 JK1311!UTM  13      -   0.99958918  x   0.99962796  =   0.99921729
 JK1311
 JK1311:                Primary Azimuth Mark                     Grid Az
 JK1311:SPC CO C     -  SMITH                                    035 33 39.7
 JK1311:UTM  13      -  SMITH                                    035 52 21.1
 JK1311
 JK1311|---------------------------------------------------------------------|
 JK1311| PID    Reference Object                     Distance      Geod. Az  |
 JK1311|                                                           dddmmss.s |
 JK1311| JK1310 SMITH                               APPROX. 6.9 KM 0353152.7 |
 JK1311|---------------------------------------------------------------------|
 JK1311
 JK1311                          SUPERSEDED SURVEY CONTROL
 JK1311
 JK1311  NAD 83(1986)-  38 34 59.33113(N)    105 32 49.65300(W) AD(       ) 3
 JK1311  NAD 27      -  38 34 59.33567(N)    105 32 47.64239(W) AD(       ) 3
 JK1311  NGVD 29 (07/19/86) 2632.71   (m)         8637.5    (f) LEVELING    3  
 JK1311
 JK1311.Superseded values are not recommended for survey control.
 JK1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1311.See file dsdata.txt to determine how the superseded data were derived.
 JK1311
 JK1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC5234770662(NAD 83)
 JK1311
 JK1311  HISTORY     - Date     Condition        Report By
 JK1311  HISTORY     - 1957     MONUMENTED       USGS
 JK1311  HISTORY     - 1959     GOOD             USGS
 JK1311
 JK1311                          STATION DESCRIPTION
 JK1311
 JK1311'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 JK1311'CANON CITY, 20.3 MI. NW. ALONG U.S. HIGHWAY 50 AND STATE HIGHWAY 9,
 JK1311'THENCE 8.3 MI. GENERALLY SW. ALONG COUNTY RDS., AT SUMMIT OF HIGH
 JK1311'RIDGE OVERLOOKING VALLEY OF NORTH TALLAHASSEE CREEK, 300 FT. W. OF
 JK1311'CATTLEGUARD, 20 FT. S. AND 3.8 FT. HIGHER THAN RD., IN ROCK OUTCROP
 JK1311'PROJECTING 1 FT. ABOVE SLOPE.
 JK1311'
 JK1311'STATION MARK--STANDARD ALUMINUM TABLET, SET FLUSH IN LARGE BOULDER,
 JK1311'STAMPED ---19 ARD 1957 8638---.
 JK1311'
 JK1311'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0606 ***********************************************************************
 HK0606  DESIGNATION -  19 CFD
 HK0606  PID         -  HK0606
 HK0606  STATE/COUNTY-  CO/LAS ANIMAS
 HK0606  USGS QUAD   -  THATCHER (1993)
 HK0606
 HK0606                         *CURRENT SURVEY CONTROL
 HK0606  ___________________________________________________________________
 HK0606* NAD 83(1986)-  37 34 22.     (N)    104 01 54.     (W)     SCALED    
 HK0606* NAVD 88     -      1609.943  (meters)    5281.95   (feet)  ADJUSTED  
 HK0606  ___________________________________________________________________
 HK0606  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 HK0606  DYNAMIC HT  -        1608.120 (meters)    5275.97  (feet)  COMP
 HK0606  MODELED GRAV-     979,441.3   (mgal)                       NAVD 88
 HK0606
 HK0606  VERT ORDER  -  THIRD
 HK0606
 HK0606.The horizontal coordinates were scaled from a topographic map and have
 HK0606.an estimated accuracy of +/- 6 seconds.
 HK0606
 HK0606.The orthometric height was determined by differential leveling
 HK0606.and adjusted by the National Geodetic Survey in August 1995..
 HK0606
 HK0606.The geoid height was determined by GEOID03.
 HK0606
 HK0606.The dynamic height is computed by dividing the NAVD 88
 HK0606.geopotential number by the normal gravity value computed on the
 HK0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0606.degrees latitude (g = 980.6199 gals.).
 HK0606
 HK0606.The modeled gravity was interpolated from observed gravity values.
 HK0606
 HK0606;                    North         East    Units  Estimated Accuracy
 HK0606;SPC CO S     -   406,380.    1,044,100.      MT  (+/- 180 meters Scaled)
 HK0606
 HK0606                          SUPERSEDED SURVEY CONTROL
 HK0606
 HK0606.No superseded survey control is available for this station.
 HK0606
 HK0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB855588(NAD 83)
 HK0606_MARKER: DB = BENCH MARK DISK
 HK0606_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HK0606+WITH SETTING: INFORMATION.
 HK0606_SP_SET: METAL ROD DRIVEN INTO GROUND
 HK0606_STAMPING: 19 CFD 1970
 HK0606_MARK LOGO: USGS  
 HK0606_MAGNETIC: I = MARKER IS A STEEL ROD
 HK0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0606
 HK0606  HISTORY     - Date     Condition        Report By
 HK0606  HISTORY     - 1970     MONUMENTED       USGS
 HK0606
 HK0606                          STATION DESCRIPTION
 HK0606
 HK0606'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HK0606'FROM HOUGHTON, PROCEED 1.1 MILES (1.8 KM) SOUTHEAST ALONG A COUNTY
 HK0606'ROAD KNOWN AS PIPELINE ROAD, 64 FEET (19.5 M) NORTHEAST OF A
 HK0606'CATTLEGUARD, 70 FEET (21.3 M) EAST OF THE ROAD, 24 FEET (7.3 M) EAST
 HK0606'OF A FENCE CORNER, AND SET ON A COPPER-COATED ROD DRIVEN 8 FEET (2.4
 HK0606'M) INTO THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0572 ***********************************************************************
 KJ0572  DESIGNATION -  19 GDD
 KJ0572  PID         -  KJ0572
 KJ0572  STATE/COUNTY-  CO/LINCOLN
 KJ0572  USGS QUAD   -  THURMAN (1977)
 KJ0572
 KJ0572                         *CURRENT SURVEY CONTROL
 KJ0572  ___________________________________________________________________
 KJ0572* NAD 83(1986)-  39 34 51.     (N)    103 13 04.     (W)     SCALED    
 KJ0572* NAVD 88     -      1502.142  (meters)    4928.28   (feet)  ADJUSTED  
 KJ0572  ___________________________________________________________________
 KJ0572  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 KJ0572  DYNAMIC HT  -        1500.780 (meters)    4923.81  (feet)  COMP
 KJ0572  MODELED GRAV-     979,667.2   (mgal)                       NAVD 88
 KJ0572
 KJ0572  VERT ORDER  -  THIRD
 KJ0572
 KJ0572.The horizontal coordinates were scaled from a topographic map and have
 KJ0572.an estimated accuracy of +/- 6 seconds.
 KJ0572
 KJ0572.The orthometric height was determined by differential leveling
 KJ0572.and adjusted by the National Geodetic Survey in June 1991..
 KJ0572
 KJ0572.The geoid height was determined by GEOID03.
 KJ0572
 KJ0572.The dynamic height is computed by dividing the NAVD 88
 KJ0572.geopotential number by the normal gravity value computed on the
 KJ0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0572.degrees latitude (g = 980.6199 gals.).
 KJ0572
 KJ0572.The modeled gravity was interpolated from observed gravity values.
 KJ0572
 KJ0572;                    North         East    Units  Estimated Accuracy
 KJ0572;SPC CO C     -   501,250.    1,110,450.      MT  (+/- 180 meters Scaled)
 KJ0572
 KJ0572                          SUPERSEDED SURVEY CONTROL
 KJ0572
 KJ0572.No superseded survey control is available for this station.
 KJ0572
 KJ0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD530827(NAD 83)
 KJ0572_MARKER: DB = BENCH MARK DISK
 KJ0572_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KJ0572_SP_SET: COPPER-CLAD STEEL ROD
 KJ0572_STAMPING: GDD 19 1972
 KJ0572_MARK LOGO: USGS  
 KJ0572_PROJECTION: FLUSH
 KJ0572_MAGNETIC: I = MARKER IS A STEEL ROD
 KJ0572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KJ0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0572+SATELLITE: SATELLITE OBSERVATIONS - 1972
 KJ0572_ROD/PIPE-DEPTH: 8.23 meters
 KJ0572
 KJ0572  HISTORY     - Date     Condition        Report By
 KJ0572  HISTORY     - 1972     MONUMENTED       USGS
 KJ0572
 KJ0572                          STATION DESCRIPTION
 KJ0572
 KJ0572'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KJ0572'FROM THE U.S. POST OFFICE AT ANTON, COLORADO, PROCEED 11.1 MILES SOUTH
 KJ0572'ALONG A PAVED ROAD TO A T-ROAD WEST, ABOUT 1 MILE SOUTH OF THE HAMLET
 KJ0572'OF THURMAN, 41 FEET SOUTH AND 59 FEET WEST OF THE T-ROAD INTERSECTION,
 KJ0572'1 FOOT EAST OF A WOODEN FENCE CORNER POST, 2 FEET NORTH OF AN IRON
 KJ0572'WITNESS POST, 1.5 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4284 ***********************************************************************
 AE4284  DESIGNATION -  19 JH
 AE4284  PID         -  AE4284
 AE4284  STATE/COUNTY-  CO/EL PASO
 AE4284  USGS QUAD   -  CALHAN (1970)
 AE4284
 AE4284                         *CURRENT SURVEY CONTROL
 AE4284  ___________________________________________________________________
 AE4284* NAD 83(1992)-  39 01 35.25061(N)    104 17 36.99437(W)     ADJUSTED  
 AE4284* NAVD 88     -      2012.1    (meters)    6601.     (feet)  GPS OBS   
 AE4284  ___________________________________________________________________
 AE4284  X           -  -1,225,326.371 (meters)                     COMP
 AE4284  Y           -  -4,809,387.959 (meters)                     COMP
 AE4284  Z           -   3,995,854.630 (meters)                     COMP
 AE4284  LAPLACE CORR-          -4.97  (seconds)                    DEFLEC99
 AE4284  ELLIP HEIGHT-        1993.58  (meters)          (12/03/02) GPS OBS
 AE4284  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 AE4284
 AE4284  HORZ ORDER  -  FIRST
 AE4284  ELLP ORDER  -  FOURTH    CLASS II
 AE4284
 AE4284.The horizontal coordinates were established by GPS observations
 AE4284.and adjusted by the National Geodetic Survey in October 1997..
 AE4284
 AE4284.The orthometric height was determined by GPS observations and a
 AE4284.high-resolution geoid model.
 AE4284
 AE4284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4284
 AE4284.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4284
 AE4284.The ellipsoidal height was determined by GPS observations
 AE4284.and is referenced to NAD 83.
 AE4284
 AE4284.The geoid height was determined by GEOID03.
 AE4284
 AE4284;                    North         East     Units Scale Factor Converg.
 AE4284;SPC CO C     -   437,939.503 1,018,858.486   MT  0.99993675   +0 45 39.1
 AE4284;SPC CO C     - 1,436,806.52  3,342,704.88   sFT  0.99993675   +0 45 39.1
 AE4284;UTM  13      - 4,319,950.066   561,145.125   MT  0.99964604   +0 26 41.3
 AE4284
 AE4284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4284!SPC CO C     -   0.99968731  x   0.99993675  =   0.99962408
 AE4284!UTM  13      -   0.99968731  x   0.99964604  =   0.99933346
 AE4284
 AE4284                          SUPERSEDED SURVEY CONTROL
 AE4284
 AE4284  ELLIP H (10/31/97) 1993.60   (m)                       GP(       ) 4 1
 AE4284
 AE4284.Superseded values are not recommended for survey control.
 AE4284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4284.See file dsdata.txt to determine how the superseded data were derived.
 AE4284
 AE4284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED6114519950(NAD 83)
 AE4284_MARKER: DD = SURVEY DISK
 AE4284_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE4284_STAMPING: 19 JH 1970
 AE4284_MARK LOGO: USGS  
 AE4284_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4284+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2000
 AE4284
 AE4284  HISTORY     - Date     Condition        Report By
 AE4284  HISTORY     - 1996     MONUMENTED       NGS
 AE4284  HISTORY     - 20000223 GOOD             MSAM
 AE4284
 AE4284                          STATION DESCRIPTION
 AE4284
 AE4284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE4284'THE STATION IS LOCATED ABOUT 10.3 MI (16.6 KM) EAST OF PEYTON, 9.5 MI
 AE4284'(15.3 KM) SOUTHWEST OF RAMAH AND 1.0 MI (1.6 KM) SOUTHEAST OF CALHAN,
 AE4284'IN THE NORTHWEST 1/4 OF SECTION 12, T 12 S, R 62 W.  OWNERSHIP--  TO
 AE4284'REACH THE STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY 24 AND
 AE4284'CALHAN HIGHWAY IN CALHAN, GO SOUTH ON THE CALHAN HIGHWAY FOR 0.7 MI
 AE4284'(1.1 KM) TO A SIDE ROAD LEFT, PAINT MINE ROAD AND THE STATION IN THE
 AE4284'SOUTHEAST CORNER OF THE INTERSECTION  THE MARK IS A STANDARD DISK SET
 AE4284'ON THE TOP OF A COPPER CLAD IRON ROAD DRIVEN 6.1 M (20.0 FT) IN THE
 AE4284'GROUND, SURROUNDED BY A 6-INCH PVC PIPE, FLUSH WITH THE GROUND.  IT IS
 AE4284'32.8 M (107.6 FT) SOUTH FROM THE CENTER OF PAINT MINE ROAD, 24.9 M
 AE4284'(81.7 FT) SOUTH FROM A FENCE CORNER, 23.3 M (76.4 FT) SOUTH FROM A
 AE4284'POWER POLE, 10.2 M (33.5 FT) EAST FROM THE CENTER LINE OF CALHAN
 AE4284'HIGHWAY, 1.25 M (4.10 FT) EAST FROM A PLASTIC WITNESS POST, 1.0 M (3.3
 AE4284'FT) EAST FROM A RIGHT-OF-WAY FENCE, O.5 M SOUTH FROM AN ORANGE METAL
 AE4284'FENCE POST AND ABOUT 30 CM BELOW THE HIGHWAY.
 AE4284
 AE4284                          STATION RECOVERY (2000)
 AE4284
 AE4284'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2000 (BJ)
 AE4284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0993 ***********************************************************************
 JK0993  DESIGNATION -  19D
 JK0993  PID         -  JK0993
 JK0993  STATE/COUNTY-  CO/PUEBLO
 JK0993  USGS QUAD   -  HANOVER SE (1973)
 JK0993
 JK0993                         *CURRENT SURVEY CONTROL
 JK0993  ___________________________________________________________________
 JK0993* NAD 83(1992)-  38 30 39.15996(N)    104 20 11.06579(W)     ADJUSTED  
 JK0993* NAVD 88     -      1570.04   (+/-2cm)    5151.0    (feet)  VERTCON   
 JK0993  ___________________________________________________________________
 JK0993  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 JK0993  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 JK0993
 JK0993  HORZ ORDER  -  SECOND
 JK0993  VERT ORDER  -  THIRD ? (See Below)
 JK0993
 JK0993.The horizontal coordinates were established by classical geodetic methods
 JK0993.and adjusted by the National Geodetic Survey in January 1993..
 JK0993
 JK0993.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK0993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK0993.The vertical order pertains to the NGVD 29 superseded value.
 JK0993
 JK0993.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0993
 JK0993.The geoid height was determined by GEOID03.
 JK0993
 JK0993;                    North         East     Units Scale Factor Converg.
 JK0993;SPC CO S     -   510,118.837 1,015,888.888   MT  1.00001507   +0 42 49.4
 JK0993;SPC CO S     - 1,673,614.88  3,332,962.13   sFT  1.00001507   +0 42 49.4
 JK0993;UTM  13      - 4,262,709.063   557,855.474   MT  0.99964122   +0 24 47.5
 JK0993
 JK0993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0993!SPC CO S     -   0.99975681  x   1.00001507  =   0.99977188
 JK0993!UTM  13      -   0.99975681  x   0.99964122  =   0.99939812
 JK0993
 JK0993:                Primary Azimuth Mark                     Grid Az
 JK0993:SPC CO S     -  NORTH                                    066 57 14.4
 JK0993:UTM  13      -  NORTH                                    067 15 16.3
 JK0993
 JK0993|---------------------------------------------------------------------|
 JK0993| PID    Reference Object                     Distance      Geod. Az  |
 JK0993|                                                           dddmmss.s |
 JK0993| JK0992 NORTH                               APPROX. 0.8 KM 0674003.8 |
 JK0993|---------------------------------------------------------------------|
 JK0993
 JK0993                          SUPERSEDED SURVEY CONTROL
 JK0993
 JK0993  NAD 83(1986)-  38 30 39.14768(N)    104 20 11.06197(W) AD(       ) 2
 JK0993  NAD 27      -  38 30 39.16045(N)    104 20 09.18238(W) AD(       ) 2
 JK0993  NGVD 29 (07/19/86) 1569.16   (m)         5148.2    (f) LEVELING    3  
 JK0993
 JK0993.Superseded values are not recommended for survey control.
 JK0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0993.See file dsdata.txt to determine how the superseded data were derived.
 JK0993
 JK0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5785562709(NAD 83)
 JK0993
 JK0993  HISTORY     - Date     Condition        Report By
 JK0993  HISTORY     - UNK      MONUMENTED
 JK0993  HISTORY     - 1976     GOOD             NGS
 JK0993
 JK0993                          STATION DESCRIPTION
 JK0993
 JK0993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JK0993'STATION IS LOCATED ON LAND OCCUPIED BY THE FEDERAL TRANSPORTATION
 JK0993'GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES NORTHEAST OF
 JK0993'PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS ON THE WEST
 JK0993'SLOPE OF A KNOLL, ALONG THE NORTH LIMB OF THE PROPOSED HIGH SPEED
 JK0993'TRACK, ABOUT 5.6 MILES NORTH-NORTHWEST OF THE FEDERAL
 JK0993'HEADQUARTERS BUILDING, 0.8 MILE NORTHEAST OF A WINDMILL AND SMALL
 JK0993'BUILDINGS AND 3 FEET NORTH-NORTHEAST OF A METAL WITNESS POST.
 JK0993'
 JK0993'STATION IS A STANDARD TRAVERSE STATION DISK, CLAMPED TO
 JK0993'THE TOP OF A COPPER COVERED ROD DRIVEN INTO THE GROUND ABOUT 40
 JK0993'FEET, SURROUNDED BY A 4-INCH TILE AND DISK PROJECTS ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1027 ***********************************************************************
 JK1027  DESIGNATION -  1C
 JK1027  PID         -  JK1027
 JK1027  STATE/COUNTY-  CO/PUEBLO
 JK1027  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1027
 JK1027                         *CURRENT SURVEY CONTROL
 JK1027  ___________________________________________________________________
 JK1027* NAD 83(1992)-  38 27 55.91096(N)    104 16 50.86874(W)     ADJUSTED  
 JK1027* NAVD 88     -      1556.09   (+/-2cm)    5105.3    (feet)  VERTCON   
 JK1027  ___________________________________________________________________
 JK1027  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 JK1027  GEOID HEIGHT-         -19.94  (meters)                     GEOID03
 JK1027
 JK1027  HORZ ORDER  -  SECOND
 JK1027  VERT ORDER  -  THIRD ? (See Below)
 JK1027
 JK1027.The horizontal coordinates were established by classical geodetic methods
 JK1027.and adjusted by the National Geodetic Survey in January 1993..
 JK1027
 JK1027.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1027.The vertical order pertains to the NGVD 29 superseded value.
 JK1027
 JK1027.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1027
 JK1027.The geoid height was determined by GEOID03.
 JK1027
 JK1027;                    North         East     Units Scale Factor Converg.
 JK1027;SPC CO S     -   505,147.305 1,020,804.577   MT  1.00000604   +0 44 52.2
 JK1027;SPC CO S     - 1,657,304.12  3,349,089.68   sFT  1.00000604   +0 44 52.2
 JK1027;UTM  13      - 4,257,713.647   562,743.235   MT  0.99964848   +0 26 50.6
 JK1027
 JK1027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1027!SPC CO S     -   0.99975903  x   1.00000604  =   0.99976507
 JK1027!UTM  13      -   0.99975903  x   0.99964848  =   0.99940759
 JK1027
 JK1027:                Primary Azimuth Mark                     Grid Az
 JK1027:SPC CO S     -  NORTHEAST                                348 18 30.6
 JK1027:UTM  13      -  NORTHEAST                                348 36 32.2
 JK1027
 JK1027|---------------------------------------------------------------------|
 JK1027| PID    Reference Object                     Distance      Geod. Az  |
 JK1027|                                                           dddmmss.s |
 JK1027| JK1038 NORTHEAST                           APPROX. 0.6 KM 3490322.8 |
 JK1027|---------------------------------------------------------------------|
 JK1027
 JK1027                          SUPERSEDED SURVEY CONTROL
 JK1027
 JK1027  NAD 83(1986)-  38 27 55.89922(N)    104 16 50.86443(W) AD(       ) 2
 JK1027  NAD 27      -  38 27 55.90983(N)    104 16 48.98947(W) AD(       ) 2
 JK1027  NGVD 29 (07/19/86) 1555.22   (m)         5102.4    (f) LEVELING    3  
 JK1027
 JK1027.Superseded values are not recommended for survey control.
 JK1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1027.See file dsdata.txt to determine how the superseded data were derived.
 JK1027
 JK1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6274357714(NAD 83)
 JK1027
 JK1027  HISTORY     - Date     Condition        Report By
 JK1027  HISTORY     - UNK      MONUMENTED
 JK1027  HISTORY     - 1975     GOOD             NGS
 JK1027
 JK1027                          STATION DESCRIPTION
 JK1027
 JK1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1027'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1027'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1027'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS
 JK1027'2.25 MILES NORTH ALONG THE EAST LIMB OF THE HIGH SPEED TRACK FROM
 JK1027'A CONCRETE BRIDGE THAT SPANS THE EAST LIMB OF THE TRACK, ABOUT 140
 JK1027'FEET EAST OF THE TRACK 2 MILES NORTH-NORTHEAST OF THE FEDERAL
 JK1027'HEADQUARTERS BUILDING.
 JK1027'
 JK1027'A STANDARD TRAVERSE STATION MARK DISK, STAMPED 1C, CLAMPED TO THE
 JK1027'TOP OF A COPPER COVERED ROD DRIVEN INTO THE GROUND 15 FEET.  DISK
 JK1027'PROJECTS ABOUT 8 INCHES, SURROUNDED BY A 4-INCH TILE AND CEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5911 ***********************************************************************
 AI5911  SACS        -  This is a Secondary Airport Control Station.
 AI5911  DESIGNATION -  1V6 C
 AI5911  PID         -  AI5911
 AI5911  STATE/COUNTY-  CO/FREMONT
 AI5911  USGS QUAD   -  FLORENCE (1975)
 AI5911
 AI5911                         *CURRENT SURVEY CONTROL
 AI5911  ___________________________________________________________________
 AI5911* NAD 83(1992)-  38 25 39.04238(N)    105 06 03.98720(W)     ADJUSTED  
 AI5911* NAVD 88     -      1641.75   (meters)    5386.3    (feet)  GPS OBS   
 AI5911  ___________________________________________________________________
 AI5911  X           -  -1,303,748.431 (meters)                     COMP
 AI5911  Y           -  -4,831,535.153 (meters)                     COMP
 AI5911  Z           -   3,943,738.746 (meters)                     COMP
 AI5911  LAPLACE CORR-          -7.75  (seconds)                    DEFLEC99
 AI5911  ELLIP HEIGHT-        1624.77  (meters)          (10/21/02) GPS OBS
 AI5911  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 AI5911
 AI5911  HORZ ORDER  -  FIRST
 AI5911  ELLP ORDER  -  FIFTH     CLASS I
 AI5911
 AI5911.This mark is at Fremont County Airport  (1V6)
 AI5911
 AI5911.The horizontal coordinates were established by GPS observations
 AI5911.and adjusted by the National Geodetic Survey in June 2000..
 AI5911
 AI5911.The orthometric height was determined by GPS observations and a
 AI5911.high-resolution geoid model.
 AI5911
 AI5911.GPS derived orthometric heights for airport stations designated as
 AI5911.PACS or SACS are published to 2 decimal places.  This maintains
 AI5911.centimeter relative accuracy between the PACS and SACS.  It does
 AI5911.not indicate centimeter accuracy relative to other marks which are
 AI5911.part of the NAVD 88 network.
 AI5911
 AI5911.Photographs are available for this station.
 AI5911
 AI5911.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5911
 AI5911.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5911
 AI5911.The ellipsoidal height was determined by GPS observations
 AI5911.and is referenced to NAD 83.
 AI5911
 AI5911.The geoid height was determined by GEOID03.
 AI5911
 AI5911;                    North         East     Units Scale Factor Converg.
 AI5911;SPC CO C     -   370,835.707   949,233.211   MT  1.00000450   +0 15 05.7
 AI5911;SPC CO C     - 1,216,650.15  3,114,275.96   sFT  1.00000450   +0 15 05.7
 AI5911;UTM  13      - 4,253,254.910   491,174.806   MT  0.99960096   -0 03 46.2
 AI5911
 AI5911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5911!SPC CO C     -   0.99974513  x   1.00000450  =   0.99974963
 AI5911!UTM  13      -   0.99974513  x   0.99960096  =   0.99934619
 AI5911
 AI5911                          SUPERSEDED SURVEY CONTROL
 AI5911
 AI5911  ELLIP H (06/30/00) 1624.77   (m)                       GP(       ) 1 1
 AI5911
 AI5911.Superseded values are not recommended for survey control.
 AI5911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5911.See file dsdata.txt to determine how the superseded data were derived.
 AI5911
 AI5911_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC9117553255(NAD 83)
 AI5911_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5911_STAMPING: 1V6 C 1999
 AI5911_MARK LOGO: NGS   
 AI5911_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI5911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5911+STABILITY: SURFACE MOTION
 AI5911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5911+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5911
 AI5911  HISTORY     - Date     Condition        Report By
 AI5911  HISTORY     - 1999     MONUMENTED       MSAM
 AI5911
 AI5911                          STATION DESCRIPTION
 AI5911
 AI5911'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AI5911'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC.  1999 (KCH) THE
 AI5911'STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) EAST OF CANON CITY AND 2.8
 AI5911'MI (4.5 KM) NORTH OF FLORENCE, AT THE FREMONT COUNTY AIRPORT.  IT IS
 AI5911'NEAR THE EAST END AND NORTH OF RUNWAY 11-29 AND EAST OF RUNWAY 17-35,
 AI5911'IN THE NORTHWEST QUARTER OF SECTION 3, T 19 S, R 69 W.  PERMISSION TO
 AI5911'USE THIS STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER.  CONTACT
 AI5911'MR RICHARD BAKER AT 60298 HIGHWAY 50, PENROSE, COLORADO, 81240,
 AI5911'TELEPHONE 719-784-3816.  OWNERSHIP--FREMONT COUNTY
 AI5911'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 50 AND STATE
 AI5911'HIGHWAY 67, LOCATED 5.0 MI (8.0 KM) NORTH OF FLORENCE, GO EAST ON
 AI5911'HIGHWAY 50 FOR 0.55 MI (0.89 KM) TO THE AIRPORT ENTRANCE ROAD ON THE
 AI5911'RIGHT.  TURN RIGHT, SOUTH, ON ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO
 AI5911'ROAD END AND A GATE ON THE RIGHT.  PASS THROUGH GATE AND KEEP LEFT,
 AI5911'SOUTHEAST, ACROSS THE RAMP AND TAXIWAY FOR 0.25 MI (0.40 KM) TO THE
 AI5911'INTERSECTION OF TAXIWAY A2 AND TAXIWAY A.  TURN LEFT, EAST, ON TAXIWAY
 AI5911'A, CAUTION YOU WILL BE CROSSING ACTIVE RUNWAY 17-35, FOR 0.1 MI (0.2
 AI5911'KM) TO THE STATION ON THE LEFT
 AI5911'THE MARK IS A NGS BRASS DISK SET IN THE TOP OF A CONCRETE POST.  IT IS
 AI5911'65.0 M (213.3 FT) EAST-NORTHEAST OF INTERSECTION OF RUNWAY 35-17 AND
 AI5911'TAXIWAY A, 42.6 M (139.8 FT) NORTHEAST OF A SIGN--A--35--17--, 32.5 M
 AI5911'(106.6 FT) NORTHEAST OF THE CENTER OF A PAINTED HOLD BAR, THE CENTER
 AI5911'OF TAXIWAY A AND 0.6 M (2.0 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 AI5911'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB5605 ***********************************************************************
 AB5605  PACS        -  This is a Primary Airport Control Station.
 AB5605  DESIGNATION -  1V9 A
 AB5605  PID         -  AB5605
 AB5605  STATE/COUNTY-  CO/DELTA
 AB5605  USGS QUAD   -  NORTH DELTA (1962)
 AB5605
 AB5605                         *CURRENT SURVEY CONTROL
 AB5605  ___________________________________________________________________
 AB5605* NAD 83(1992)-  38 47 12.80908(N)    108 03 50.55647(W)     ADJUSTED  
 AB5605* NAVD 88     -      1572.92   (meters)    5160.5    (feet)  GPS OBS   
 AB5605  ___________________________________________________________________
 AB5605  X           -  -1,544,009.966 (meters)                     COMP
 AB5605  Y           -  -4,733,962.702 (meters)                     COMP
 AB5605  Z           -   3,974,878.526 (meters)                     COMP
 AB5605  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AB5605  ELLIP HEIGHT-        1556.14  (meters)          (10/21/02) GPS OBS
 AB5605  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 AB5605
 AB5605  HORZ ORDER  -  B
 AB5605  ELLP ORDER  -  FIFTH     CLASS I
 AB5605
 AB5605.This mark is at Blake Field Airport  (1V9)
 AB5605
 AB5605.The horizontal coordinates were established by GPS observations
 AB5605.and adjusted by the National Geodetic Survey in June 2000..
 AB5605
 AB5605.The orthometric height was determined by GPS observations and a
 AB5605.high-resolution geoid model.
 AB5605
 AB5605.GPS derived orthometric heights for airport stations designated as
 AB5605.PACS or SACS are published to 2 decimal places.  This maintains
 AB5605.centimeter relative accuracy between the PACS and SACS.  It does
 AB5605.not indicate centimeter accuracy relative to other marks which are
 AB5605.part of the NAVD 88 network.
 AB5605
 AB5605.Photographs are available for this station.
 AB5605
 AB5605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5605
 AB5605.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5605
 AB5605.The ellipsoidal height was determined by GPS observations
 AB5605.and is referenced to NAD 83.
 AB5605
 AB5605.The geoid height was determined by GEOID03.
 AB5605
 AB5605;                    North         East     Units Scale Factor Converg.
 AB5605;SPC CO C     -   413,795.718   691,663.748   MT  0.99995085   -1 37 01.6
 AB5605;SPC CO C     - 1,357,594.78  2,269,233.48   sFT  0.99995085   -1 37 01.6
 AB5605;UTM  12      - 4,297,223.033   755,014.735   MT  1.00040089   +1 50 24.5
 AB5605;UTM  13      - 4,297,588.355   233,857.488   MT  1.00047232   -1 55 13.9
 AB5605
 AB5605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5605!SPC CO C     -   0.99975590  x   0.99995085  =   0.99970676
 AB5605!UTM  12      -   0.99975590  x   1.00040089  =   1.00015669
 AB5605!UTM  13      -   0.99975590  x   1.00047232  =   1.00022811
 AB5605
 AB5605                          SUPERSEDED SURVEY CONTROL
 AB5605
 AB5605  ELLIP H (06/30/00) 1556.14   (m)                       GP(       ) 1 1
 AB5605  NAD 83(1992)-  38 47 12.80898(N)    108 03 50.55645(W) AD(       ) 1
 AB5605  ELLIP H (06/19/96) 1556.18   (m)                       GP(       ) 3 1
 AB5605
 AB5605.Superseded values are not recommended for survey control.
 AB5605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5605.See file dsdata.txt to determine how the superseded data were derived.
 AB5605
 AB5605_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH5501597223(NAD 83)
 AB5605_MARKER: DH = HORIZONTAL CONTROL DISK
 AB5605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5605_STAMPING: 1V9 A 1995
 AB5605_MARK LOGO: NGS   
 AB5605_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5605+STABILITY: SURFACE MOTION
 AB5605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5605+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2001
 AB5605
 AB5605  HISTORY     - Date     Condition        Report By
 AB5605  HISTORY     - 1995     MONUMENTED       NGS
 AB5605  HISTORY     - 19990506 GOOD             MSAM
 AB5605  HISTORY     - 20010107 GOOD             MSAM
 AB5605
 AB5605                          STATION DESCRIPTION
 AB5605
 AB5605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 AB5605'THE STATION IS LOCATED ABOUT 4 MI (6.4 KM) WEST OF ORCHARD CITY, 3.5
 AB5605'MI (5.6 KM) NORTH OF DELTA, 1.6 MI (2.6 KM) SOUTH-SOUTHEAST OF DELTA
 AB5605'RESERVOIR AND AT BLAKE FIELD, IN THE SOUTHWEST 1/4 OF SECTION 31, T 14
 AB5605'N, R 95 W.  OWNERSHIP--CITY OF DELTA TO REACH THE STATION FROM THE
 AB5605'INTERSECTION OF U.S. HIGHWAY 50 AND ROAD H 38 IN NORTH DELTA, GO EAST
 AB5605'ON ROAD H 38 FOR 0.05 MI (0.08 KM) TO AN INTERSECTION.  TURN LEFT,
 AB5605'NORTH ON COUNTY ROAD 1575 FOR 1.45 MI (2.33 KM) TO THE AIRPORT
 AB5605'ENTRANCE AND TAXI WAY.  TURN LEFT, NORTH, ON TAXIWAY FOR 0.2 MI (0.3
 AB5605'KM) TO THE RUNWAY.  TURN RIGHT, NORTHEASTERLY, ON THE RUNWAY FOR 0.4
 AB5605'MI (0.6 KM) TO THE STATION ON THE LEFT.  ASK AT THE AIRPORT FOR
 AB5605'PERMISSION TO USE THE TAXIWAY AND RUNWAY.  ASK ABOUT AN ALTERNATE
 AB5605'ROUTE TO THE STATION THAT DOES NOT CROSS THE RUNWAY OR TAXIWAY.  THE
 AB5605'STATION IS A CONCRETE POST WITH DISK 35 CM IN DIAMETER, PROJECTING 7
 AB5605'CM ABOVE THE GROUND.  IT IS 62.5 M (205.1 FT) NORTH-NORTHWEST OF THE
 AB5605'CENTER LINE OF THE RUNWAY, 27.5 M (90.2 FT) NORTH-NORTHWEST OF A
 AB5605'FENCE, 0.7 M (2.3 FT) SOUTH-SOUTHWEST OF A WITNESS POST, 0.7 M (2.3
 AB5605'FT) NORTHEAST OF A WITNESS POST AND ABOUT 1.5 M (4.9 FT) ABOVE THE
 AB5605'RUNWAY.
 AB5605
 AB5605                          STATION RECOVERY (1999)
 AB5605
 AB5605'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AB5605'RECOVERED AS DESCRIBED.  THIS STATION IS DESIGNATED AS A PRIMARY
 AB5605'AIRPORT CONTROL STATION.
 AB5605
 AB5605                          STATION RECOVERY (2001)
 AB5605
 AB5605'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2001
 AB5605'RECOVERED AS DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2001
 AB5605'(KCH).
 AB5605'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5892 ***********************************************************************
 AI5892  SACS        -  This is a Secondary Airport Control Station.
 AI5892  DESIGNATION -  1V9 B
 AI5892  PID         -  AI5892
 AI5892  STATE/COUNTY-  CO/DELTA
 AI5892  USGS QUAD   -  NORTH DELTA (1962)
 AI5892
 AI5892                         *CURRENT SURVEY CONTROL
 AI5892  ___________________________________________________________________
 AI5892* NAD 83(1992)-  38 47 33.91487(N)    108 03 26.07924(W)     ADJUSTED  
 AI5892* NAVD 88     -      1582.84   (meters)    5193.0    (feet)  GPS OBS   
 AI5892  ___________________________________________________________________
 AI5892  X           -  -1,543,324.173 (meters)                     COMP
 AI5892  Y           -  -4,733,765.533 (meters)                     COMP
 AI5892  Z           -   3,975,392.172 (meters)                     COMP
 AI5892  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AI5892  ELLIP HEIGHT-        1566.09  (meters)          (10/21/02) GPS OBS
 AI5892  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 AI5892
 AI5892  HORZ ORDER  -  FIRST
 AI5892  ELLP ORDER  -  FIFTH     CLASS I
 AI5892
 AI5892.This mark is at Blake Field Airport  (1V9)
 AI5892
 AI5892.The horizontal coordinates were established by GPS observations
 AI5892.and adjusted by the National Geodetic Survey in June 2000..
 AI5892
 AI5892.The orthometric height was determined by GPS observations and a
 AI5892.high-resolution geoid model.
 AI5892
 AI5892.GPS derived orthometric heights for airport stations designated as
 AI5892.PACS or SACS are published to 2 decimal places.  This maintains
 AI5892.centimeter relative accuracy between the PACS and SACS.  It does
 AI5892.not indicate centimeter accuracy relative to other marks which are
 AI5892.part of the NAVD 88 network.
 AI5892
 AI5892.Photographs are available for this station.
 AI5892
 AI5892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5892
 AI5892.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5892
 AI5892.The ellipsoidal height was determined by GPS observations
 AI5892.and is referenced to NAD 83.
 AI5892
 AI5892.The geoid height was determined by GEOID03.
 AI5892
 AI5892;                    North         East     Units Scale Factor Converg.
 AI5892;SPC CO C     -   414,429.609   692,272.557   MT  0.99995030   -1 36 46.2
 AI5892;SPC CO C     - 1,359,674.48  2,271,230.88   sFT  0.99995030   -1 36 46.2
 AI5892;UTM  12      - 4,297,892.787   755,584.466   MT  1.00040447   +1 50 40.7
 AI5892;UTM  13      - 4,298,219.340   234,469.964   MT  1.00046831   -1 54 59.4
 AI5892
 AI5892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5892!SPC CO C     -   0.99975434  x   0.99995030  =   0.99970465
 AI5892!UTM  12      -   0.99975434  x   1.00040447  =   1.00015871
 AI5892!UTM  13      -   0.99975434  x   1.00046831  =   1.00022254
 AI5892
 AI5892                          SUPERSEDED SURVEY CONTROL
 AI5892
 AI5892  ELLIP H (06/30/00) 1566.08   (m)                       GP(       ) 1 1
 AI5892
 AI5892.Superseded values are not recommended for survey control.
 AI5892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5892.See file dsdata.txt to determine how the superseded data were derived.
 AI5892
 AI5892_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH5558497893(NAD 83)
 AI5892_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5892_SETTING: 80 = SET IN A BOULDER
 AI5892_STAMPING: 1V9 B 1999
 AI5892_MARK LOGO: NGS   
 AI5892_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5892+STABILITY: SURFACE MOTION
 AI5892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5892+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5892
 AI5892  HISTORY     - Date     Condition        Report By
 AI5892  HISTORY     - 1999     MONUMENTED       MSAM
 AI5892
 AI5892                          STATION DESCRIPTION
 AI5892
 AI5892'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AI5892'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC.  1999 (KCH) THE
 AI5892'STATION IS LOCATED ABOUT 4 MI (6.4 KM) WEST OF ORCHARD CITY, 3.5 MI
 AI5892'(5.6 KM) NORTH OF DELTA, AT BLAKE FIELD, IN THE SOUTHWEST QUARTER OF
 AI5892'SECTION 31, T 14 S, R 95 W.  IT IS NORTHWEST OF THE NORTHEAST END OF
 AI5892'RUNWAY 3-21.  THE AIRPORT IS NOT CONTROLLED.  ACCESS ON THE AIRPORT IS
 AI5892'RESTRICTED, CONTACT THE AIRPORT MANAGER MR RICK REISMAN AT 870 15.75
 AI5892'ROAD, DELTA, COLORADO, 81416, TELEPHONE 970-874-5181. OWNERSHIP--CITY
 AI5892'OF DELTA
 AI5892'TO REACH THE STATION FROM THE JUNCTION OF U.  S.  HIGHWAY 50 AND STATE
 AI5892'HIGHWAY 92, GO NORTH ON U.  S.  HIGHWAY 50 FOR 1.0 MI (1.6 KM) TO A
 AI5892'ROAD RIGHT.  TURN RIGHT, NORTHEAST, ON COUNTY ROAD H38 FOR ABOUT 30 M
 AI5892'(98.4 FT) .  TURN LEFT, NORTH, ON COUNTY ROAD 15.75 FOR 1.4 MI (2.3
 AI5892'KM) TO THE AIRPORT ENTRANCE (UNLOCKED GATE) ON THE LEFT.  TURN LEFT,
 AI5892'NORTHWEST, ACROSS THE APRON FOR 0.1 MI (0.2 KM) TO TAXIWAY A1.
 AI5892'CONTINUE NORTHWEST ON TAXIWAY A1 FOR 0.1 MI (0.2 KM) TO RUNWAY 3-21.
 AI5892'TURN RIGHT, NORTH, ALONG RUNWAY 3-21 FOR 1.0 MI (1.6 KM) TO THE END OF
 AI5892'THE RUNWAY AND THE STATION ON THE LEFT
 AI5892'THE MARK IS A NGS BRASS DISK SET IN THE TOP OF A 0.6 M (2.0 FT) BY 0.9
 AI5892'M (3.0 FT) BOULDER FLUSH WITH THE GROUND.  IT IS 59.7 M (195.9 FT)
 AI5892'NORTHWEST OF THE NORTHWEST CORNER OF RUNWAY 3-21, 41 M (134.5 FT)
 AI5892'NORTHEAST OF THE NORTHERLY EDGE OF RUNWAY 3-21 PROJECTED, 43 M (141.1
 AI5892'FT) NORTHWEST OF THE WESTERLY END OF THE RUNWAY PROJECTED AND 0.2 M
 AI5892'(0.7 FT) WEST OF A FIBERGLASS WITNESS POST.  THIS STATION IS
 AI5892'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5893 ***********************************************************************
 AI5893  SACS        -  This is a Secondary Airport Control Station.
 AI5893  DESIGNATION -  1V9 C
 AI5893  PID         -  AI5893
 AI5893  STATE/COUNTY-  CO/DELTA
 AI5893  USGS QUAD   -  NORTH DELTA (1962)
 AI5893
 AI5893                         *CURRENT SURVEY CONTROL
 AI5893  ___________________________________________________________________
 AI5893* NAD 83(1992)-  38 46 52.39967(N)    108 04 15.60907(W)     ADJUSTED  
 AI5893* NAVD 88     -      1557.99   (meters)    5111.5    (feet)  GPS OBS   
 AI5893  ___________________________________________________________________
 AI5893  X           -  -1,544,703.634 (meters)                     COMP
 AI5893  Y           -  -4,734,138.921 (meters)                     COMP
 AI5893  Z           -   3,974,378.453 (meters)                     COMP
 AI5893  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AI5893  ELLIP HEIGHT-        1541.19  (meters)          (10/21/02) GPS OBS
 AI5893  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 AI5893
 AI5893  HORZ ORDER  -  FIRST
 AI5893  ELLP ORDER  -  FIFTH     CLASS I
 AI5893
 AI5893.This mark is at Blake Field Airport  (1V9)
 AI5893
 AI5893.The horizontal coordinates were established by GPS observations
 AI5893.and adjusted by the National Geodetic Survey in June 2000..
 AI5893
 AI5893.The orthometric height was determined by GPS observations and a
 AI5893.high-resolution geoid model.
 AI5893
 AI5893.GPS derived orthometric heights for airport stations designated as
 AI5893.PACS or SACS are published to 2 decimal places.  This maintains
 AI5893.centimeter relative accuracy between the PACS and SACS.  It does
 AI5893.not indicate centimeter accuracy relative to other marks which are
 AI5893.part of the NAVD 88 network.
 AI5893
 AI5893.Photographs are available for this station.
 AI5893
 AI5893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5893
 AI5893.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5893
 AI5893.The ellipsoidal height was determined by GPS observations
 AI5893.and is referenced to NAD 83.
 AI5893
 AI5893.The geoid height was determined by GEOID03.
 AI5893
 AI5893;                    North         East     Units Scale Factor Converg.
 AI5893;SPC CO C     -   413,183.732   691,041.569   MT  0.99995140   -1 37 17.4
 AI5893;SPC CO C     - 1,355,586.96  2,267,192.21   sFT  0.99995140   -1 37 17.4
 AI5893;UTM  12      - 4,296,574.351   754,430.331   MT  1.00039723   +1 50 08.0
 AI5893;UTM  13      - 4,296,979.352   233,231.751   MT  1.00047643   -1 55 28.7
 AI5893
 AI5893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5893!SPC CO C     -   0.99975825  x   0.99995140  =   0.99970966
 AI5893!UTM  12      -   0.99975825  x   1.00039723  =   1.00015538
 AI5893!UTM  13      -   0.99975825  x   1.00047643  =   1.00023456
 AI5893
 AI5893                          SUPERSEDED SURVEY CONTROL
 AI5893
 AI5893  ELLIP H (06/30/00) 1541.19   (m)                       GP(       ) 1 1
 AI5893
 AI5893.Superseded values are not recommended for survey control.
 AI5893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5893.See file dsdata.txt to determine how the superseded data were derived.
 AI5893
 AI5893_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH5443096574(NAD 83)
 AI5893_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5893_STAMPING: 1V9 C 1999
 AI5893_MARK LOGO: NGS   
 AI5893_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5893+STABILITY: SURFACE MOTION
 AI5893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5893+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 AI5893
 AI5893  HISTORY     - Date     Condition        Report By
 AI5893  HISTORY     - 1999     MONUMENTED       MSAM
 AI5893  HISTORY     - 20050829 GOOD             USGS-R
 AI5893
 AI5893                          STATION DESCRIPTION
 AI5893
 AI5893'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AI5893'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC.  1999 (KCH) THE
 AI5893'STATION IS LOCATED ABOUT 4 MI (6.4 KM) WEST OF ORCHARD CITY, 3.5 MI
 AI5893'(5.6 KM) NORTH OF DELTA, AT BLAKE FIELD.  IT IS NORTHWEST OF THE
 AI5893'SOUTHWEST END OF RUNWAY 3-21, IN THE NORTHEAST QUARTER OF SECTION 1, T
 AI5893'15 S, R 96 W.  THE AIRPORT IS NOT CONTROLLED.  ACCESS ON THE AIRPORT
 AI5893'IS RESTRICTED, CONTACT THE AIRPORT MANAGER MR RICK REISMAN AT 870
 AI5893'15.75 ROAD, DELTA, COLORADO, 81416, TELEPHONE 970-874-5181.
 AI5893'OWNERSHIP--CITY OF DELTA
 AI5893'TO REACH THE STATION FROM THE JUNCTION OF U.  S.  HIGHWAY 50 AND STATE
 AI5893'HIGHWAY 92, GO NORTH ON U.  S.  HIGHWAY 50 FOR 1.0 MI (1.6 KM) TO A
 AI5893'ROAD RIGHT.  TURN RIGHT, NORTHEAST, ON COUNTY ROAD H38 FOR ABOUT 30 M
 AI5893'(98.4 FT) .  TURN LEFT, NORTH, ON COUNTY ROAD 15.75 FOR 1.4 MI (2.3
 AI5893'KM) TO THE AIRPORT ENTRANCE (UNLOCKED GATE) ON THE LEFT.  TURN LEFT,
 AI5893'NORTHWEST, ACROSS THE APRON FOR 0.1 MI (0.2 KM) TO TAXIWAY A1.
 AI5893'CONTINUE NORTHWEST ON TAXIWAY A1 FOR 0.1 MI (0.2 KM) TO RUNWAY 3-21.
 AI5893'TURN LEFT, SOUTH, ALONG RUNWAY 3-21 FOR 0.1 MI (0.2 KM) TO THE END OF
 AI5893'THE RUNWAY AND THE STATION ON THE RIGHT
 AI5893'THE MARK IS A NGS BRASS DISK SET IN THE TOP CENTER OF A CONCRETE POST.
 AI5893'IT IS IN LINE WITH APPROACH LIGHTS, 84.4 WEST-NORTHWEST OF THE
 AI5893'SOUTHWEST CORNER OF RUNWAY 3-21, 81.2 M (266.4 FT) NORTH OF A CONCRETE
 AI5893'PAD MARKED SPLICE AND 41.4 M (135.8 FT) NORTHEAST OF A BRACE POST IN
 AI5893'THE PERIMETER FENCE.  THIS STATION IS DESIGNATED AS A SECONDARY
 AI5893'AIRPORT CONTROL STATION.
 AI5893
 AI5893                          STATION RECOVERY (2005)
 AI5893
 AI5893'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 2005 (DPB)
 AI5893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8029 ***********************************************************************
 AB8029  SACS        -  This is a Secondary Airport Control Station.
 AB8029  DESIGNATION -  1W1 A
 AB8029  PID         -  AB8029
 AB8029  STATE/COUNTY-  CO/ADAMS
 AB8029  USGS QUAD   -  MANILA (1951)
 AB8029
 AB8029                         *CURRENT SURVEY CONTROL
 AB8029  ___________________________________________________________________
 AB8029* NAD 83(1992)-  39 47 36.60173(N)    104 33 53.20105(W)     ADJUSTED  
 AB8029* NAVD 88     -      1661.36   (meters)    5450.6    (feet)  GPS OBS   
 AB8029  ___________________________________________________________________
 AB8029  X           -  -1,234,406.583 (meters)                     COMP
 AB8029  Y           -  -4,750,930.981 (meters)                     COMP
 AB8029  Z           -   4,061,446.764 (meters)                     COMP
 AB8029  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 AB8029  ELLIP HEIGHT-        1643.26  (meters)          (10/21/02) GPS OBS
 AB8029  GEOID HEIGHT-         -18.08  (meters)                     GEOID03
 AB8029
 AB8029  HORZ ORDER  -  FIRST
 AB8029  ELLP ORDER  -  FIFTH     CLASS I
 AB8029
 AB8029.This mark is at Front Range Airport (FTG)
 AB8029
 AB8029.The horizontal coordinates were established by GPS observations
 AB8029.and adjusted by the National Geodetic Survey in June 2000..
 AB8029
 AB8029.The orthometric height was determined by GPS observations and a
 AB8029.high-resolution geoid model.
 AB8029
 AB8029.GPS derived orthometric heights for airport stations designated as
 AB8029.PACS or SACS are published to 2 decimal places.  This maintains
 AB8029.centimeter relative accuracy between the PACS and SACS.  It does
 AB8029.not indicate centimeter accuracy relative to other marks which are
 AB8029.part of the NAVD 88 network.
 AB8029
 AB8029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8029
 AB8029.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8029
 AB8029.The ellipsoidal height was determined by GPS observations
 AB8029.and is referenced to NAD 83.
 AB8029
 AB8029.The geoid height was determined by GEOID03.
 AB8029
 AB8029;                    North         East     Units Scale Factor Converg.
 AB8029;SPC CO N     -   356,315.221   994,501.676   MT  0.99998849   +0 36 15.4
 AB8029;SPC CO N     - 1,169,010.85  3,262,794.25   sFT  0.99998849   +0 36 15.4
 AB8029;UTM  13      - 4,404,928.780   537,262.144   MT  0.99961709   +0 16 42.8
 AB8029
 AB8029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8029!SPC CO N     -   0.99974227  x   0.99998849  =   0.99973076
 AB8029!UTM  13      -   0.99974227  x   0.99961709  =   0.99935946
 AB8029
 AB8029                          SUPERSEDED SURVEY CONTROL
 AB8029
 AB8029  ELLIP H (06/30/00) 1643.28   (m)                       GP(       ) 1 1
 AB8029
 AB8029.Superseded values are not recommended for survey control.
 AB8029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8029.See file dsdata.txt to determine how the superseded data were derived.
 AB8029
 AB8029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE3726204929(NAD 83)
 AB8029_MARKER: DD = SURVEY DISK
 AB8029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8029_STAMPING: 1W1 A 1988
 AB8029_MARK LOGO: NOS   
 AB8029_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB8029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8029+STABILITY: SURFACE MOTION
 AB8029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8029+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999
 AB8029
 AB8029  HISTORY     - Date     Condition        Report By
 AB8029  HISTORY     - 1988     MONUMENTED       NOS
 AB8029  HISTORY     - 19930615 GOOD             NGS
 AB8029  HISTORY     - 19990401 GOOD             MSAM
 AB8029
 AB8029                          STATION DESCRIPTION
 AB8029
 AB8029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AB8029'THE STATION IS LOCATED ON THE AIRPORT 225.9 FT (68.9 M) SOUTHEAST OF
 AB8029'CL END RWY 8 ALUMINUM DISK STAMPED CL RWY 8 20+00, 218.7 FT (66.7 M)
 AB8029'NORTH OF CENTERLINE TAXIWAY A, 122.9 FT (37.5 M) SOUTH-SOUTHWEST OF
 AB8029'THE FIRST RUNWAY LIGHT EAST OF END 8, 110.0 FT (33.5 M) EAST OF
 AB8029'CENTERLINE TAXIWAY A-3 AND 90.3 FT (27.5 M) NORTHWEST OF WINDSOCK. THE
 AB8029'STATION IS A NOS DISK STAMPED 1 W 1 A 1988 SET IN THE TOP OF CONCRETE
 AB8029'MONUMENT FLUSH WITH GROUND.
 AB8029
 AB8029                          STATION RECOVERY (1999)
 AB8029
 AB8029'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AB8029'THE STATION IS LOCATED ABOUT 6.5 KM (4.05 MI) NORTH-NORTHEAST OF
 AB8029'WATKINS, 12.3 KM (7.65 MI) WEST-NORTHWEST OF BENNETT AND AT THE FRONT
 AB8029'RANGE AIRPORT.  IT IS EAST OF TAXIWAY A3, NORTH OF TAXIWAY A AND SOUTH
 AB8029'OF RUNWAY 8 / 26.  THE AIRPORT IS NOT CONTROLLED.  PERMISSION TO USE
 AB8029'THIS STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER CONTACT MR
 AB8029'DENNIS HEAP AT 5200 FRONT RANGE PARKWAY, WATKINS, COLORADO 80137,
 AB8029'TELEPHONE 303-261-9100.  OWNERSHIP--FRONT RANGE AIRPORT
 AB8029'TO REACH THE STATION FROM THE I-70 OVERPASS AT EXIT 295 (I-70 WATKINS
 AB8029'EXIT) GO NORTH ON WATKINS ROAD FOR 0.25 MI (0.40 KM) TO AN
 AB8029'INTERSECTION.  TURN RIGHT, EAST, ON EAST COLFAX AVEUNE FOR 1.0 MI (1.6
 AB8029'KM) TO A SIDE ROAD.  TURN LEFT, NORTH, ON IMBODEN ROAD FOR 2.4 MI (3.9
 AB8029'KM) TO AN INTERSECTION.  TURN RIGHT, EAST, ON COUNTY ROAD 48 FOR 1.7
 AB8029'MI (2.7 KM) TO THE ENTRANCE OF FRONT RANGE AIRPORT.  TURN LEFT, NORTH,
 AB8029'ON FRONT RANGE PARKWAY FOR 0.55 MI (0.89 KM) TO 52ND AVEUNE.  TURN
 AB8029'RIGHT, EAST, FOR 0.05 MI (0.08 KM) TO THE TERMINAL LOT.  TURN LEFT,
 AB8029'NORTH, ACROSS THE ARPRON FOR 0.1 MI (0.2 KM) TO TAXIWAY A.  TURN LEFT,
 AB8029'WEST, ON TAXIWAY A FOR 0.8 MI (1.3 KM) TO TAXIWAY A3.  TURN RIGHT,
 AB8029'NORTH, ON TAXIWAY A3 FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT
 AB8029'THE MARK IS A NOS BRASS DISK SET IN THE TOP OF A 25 CM ROUND CONCRETE
 AB8029'POST RECESSED 4 CM BELOW GROUND.  IT IS 55.1 M (180.8 FT) SOUTH FROM
 AB8029'THE CENTERLINE OF RUNWAY 8, 37.5 M (123.0 FT) SOUTH FROM A RUNWAY
 AB8029'LIGHT, 37.3 M (122.4 FT) SOUTH SOUTHEAST FROM A SIGN--A-3--, 33.5 M
 AB8029'(109.9 FT) WEST FROM THE CENTERLINE OF TAXIWAY A3 AND 22.5 M (73.8 FT)
 AB8029'NORTH FROM THE NORTHEAST EDGE OF A CATCHDRAIN.  THIS STATION IS
 AB8029'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0686 ***********************************************************************
 LL0686  DESIGNATION -  2
 LL0686  PID         -  LL0686
 LL0686  STATE/COUNTY-  CO/BOULDER
 LL0686  USGS QUAD   -  LYONS (1978)
 LL0686
 LL0686                         *CURRENT SURVEY CONTROL
 LL0686  ___________________________________________________________________
 LL0686* NAD 83(1986)-  40 08 41.     (N)    105 16 56.     (W)     SCALED    
 LL0686* NAVD 88     -      1722.958  (meters)    5652.74   (feet)  ADJUSTED  
 LL0686  ___________________________________________________________________
 LL0686  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 LL0686  DYNAMIC HT  -        1721.320 (meters)    5647.36  (feet)  COMP
 LL0686  MODELED GRAV-     979,614.4   (mgal)                       NAVD 88
 LL0686
 LL0686  VERT ORDER  -  SECOND    CLASS 0
 LL0686
 LL0686.The horizontal coordinates were scaled from a topographic map and have
 LL0686.an estimated accuracy of +/- 6 seconds.
 LL0686
 LL0686.The orthometric height was determined by differential leveling
 LL0686.and adjusted by the National Geodetic Survey in June 1991..
 LL0686
 LL0686.The geoid height was determined by GEOID03.
 LL0686
 LL0686.The dynamic height is computed by dividing the NAVD 88
 LL0686.geopotential number by the normal gravity value computed on the
 LL0686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0686.degrees latitude (g = 980.6199 gals.).
 LL0686
 LL0686.The modeled gravity was interpolated from observed gravity values.
 LL0686
 LL0686;                    North         East    Units  Estimated Accuracy
 LL0686;SPC CO N     -   394,910.      932,960.      MT  (+/- 180 meters Scaled)
 LL0686
 LL0686                          SUPERSEDED SURVEY CONTROL
 LL0686
 LL0686  NGVD 29 (??/??/92) 1721.880  (m)         5649.20   (f) ADJ UNCH    2 0
 LL0686
 LL0686.Superseded values are not recommended for survey control.
 LL0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0686.See file dsdata.txt to determine how the superseded data were derived.
 LL0686
 LL0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE759438(NAD 83)
 LL0686_MARKER: DD = SURVEY DISK
 LL0686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0686_STAMPING: 2
 LL0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0686+STABILITY: SURFACE MOTION
 LL0686
 LL0686  HISTORY     - Date     Condition        Report By
 LL0686  HISTORY     - UNK      MONUMENTED       COGS
 LL0686  HISTORY     - 1952     GOOD             NGS
 LL0686  HISTORY     - 1982     MARK NOT FOUND   NGS
 LL0686  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0686
 LL0686                          STATION DESCRIPTION
 LL0686
 LL0686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 LL0686'6.6 MI S FROM LYONS.
 LL0686'1.45 MILES SOUTHEAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 LL0686'AT LYONS, THENCE 5.1 MILES SOUTH ALONG STATE HIGHWAY 7, 28 FEET
 LL0686'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AT A JUNCTION WITH A
 LL0686'GRAVELED ROAD LEADING EAST, 23 FEET EAST OF THE SOUTHEAST CORNER
 LL0686'OF A YELLOW BARN, 24 FEET NORTH OF THE CENTER OF A POLE GATE, 3
 LL0686'FEET EAST OF A POLE FENCE, 3 FEET NORTH OF A WITNESS POST, SET
 LL0686'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 LL0686'GROUND.
 LL0686
 LL0686                          STATION RECOVERY (1982)
 LL0686
 LL0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LL0686'MARK NOT FOUND.
 LL0686
 LL0686                          STATION RECOVERY (1984)
 LL0686
 LL0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0686'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1028 ***********************************************************************
 JK1028  DESIGNATION -  2
 JK1028  PID         -  JK1028
 JK1028  STATE/COUNTY-  CO/PUEBLO
 JK1028  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1028
 JK1028                         *CURRENT SURVEY CONTROL
 JK1028  ___________________________________________________________________
 JK1028* NAD 83(1992)-  38 27 30.23421(N)    104 16 51.10866(W)     ADJUSTED  
 JK1028* NAVD 88     -      1548.75   (+/-2cm)    5081.2    (feet)  VERTCON   
 JK1028  ___________________________________________________________________
 JK1028  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 JK1028  GEOID HEIGHT-         -19.95  (meters)                     GEOID03
 JK1028
 JK1028  HORZ ORDER  -  SECOND
 JK1028  VERT ORDER  -  THIRD ? (See Below)
 JK1028
 JK1028.The horizontal coordinates were established by classical geodetic methods
 JK1028.and adjusted by the National Geodetic Survey in January 1993..
 JK1028
 JK1028.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1028.The vertical order pertains to the NGVD 29 superseded value.
 JK1028
 JK1028.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1028
 JK1028.The geoid height was determined by GEOID03.
 JK1028
 JK1028;                    North         East     Units Scale Factor Converg.
 JK1028;SPC CO S     -   504,355.555 1,020,809.094   MT  1.00000467   +0 44 52.0
 JK1028;SPC CO S     - 1,654,706.52  3,349,104.50   sFT  1.00000467   +0 44 52.0
 JK1028;UTM  13      - 4,256,922.167   562,743.600   MT  0.99964848   +0 26 50.2
 JK1028
 JK1028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1028!SPC CO S     -   0.99976018  x   1.00000467  =   0.99976485
 JK1028!UTM  13      -   0.99976018  x   0.99964848  =   0.99940874
 JK1028
 JK1028:                Primary Azimuth Mark                     Grid Az
 JK1028:SPC CO S     -  2C                                       179 49 51.2
 JK1028:UTM  13      -  2C                                       180 07 53.0
 JK1028
 JK1028|---------------------------------------------------------------------|
 JK1028| PID    Reference Object                     Distance      Geod. Az  |
 JK1028|                                                           dddmmss.s |
 JK1028| JK1029 2C                                  APPROX. 0.6 KM 1803443.2 |
 JK1028| JK1038 NORTHEAST                           APPROX. 1.4 KM 3552038.4 |
 JK1028|---------------------------------------------------------------------|
 JK1028
 JK1028                          SUPERSEDED SURVEY CONTROL
 JK1028
 JK1028  NAD 83(1986)-  38 27 30.22245(N)    104 16 51.10426(W) AD(       ) 2
 JK1028  NAD 27      -  38 27 30.23263(N)    104 16 49.22911(W) AD(       ) 2
 JK1028  NGVD 29 (07/19/86) 1547.88   (m)         5078.3    (f) LEVELING    3  
 JK1028
 JK1028.Superseded values are not recommended for survey control.
 JK1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1028.See file dsdata.txt to determine how the superseded data were derived.
 JK1028
 JK1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6274456922(NAD 83)
 JK1028
 JK1028  HISTORY     - Date     Condition        Report By
 JK1028  HISTORY     - UNK      MONUMENTED
 JK1028  HISTORY     - 1975     GOOD             NGS
 JK1028
 JK1028                          STATION DESCRIPTION
 JK1028
 JK1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1028'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1028'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1028'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS 1.8
 JK1028'MILES NORTH ALONG THE EAST LIMB OF THE HIGH SPEED TRACK FROM A
 JK1028'CONCRETE BRIDGE THAT SPANS THE EAST LIMB OF THE TRACK, ABOUT 1.6
 JK1028'MILES NORTHEAST OF THE FEDERAL HEADQUARTERS BUILDING AND ABOUT 150
 JK1028'FEET EAST OF THE TRACK.
 JK1028'
 JK1028'A STANDARD TRAVERSE STATION MARK DISK, CLAMPED TO THE TOP
 JK1028'OF A COPPER COVERED ROD DRIVEN INTO THE GROUND 14 FEET.  DISK
 JK1028'PROJECTS ABOUT 5 INCHES, SURROUNDED BY A 4-INCH TILE AND CEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0665 ***********************************************************************
 KK0665  DESIGNATION -  2 A
 KK0665  PID         -  KK0665
 KK0665  STATE/COUNTY-  CO/DENVER
 KK0665  USGS QUAD   -  ARVADA (1994)
 KK0665
 KK0665                         *CURRENT SURVEY CONTROL
 KK0665  ___________________________________________________________________
 KK0665* NAD 83(1986)-  39 45 31.     (N)    105 00 43.     (W)     SCALED    
 KK0665* NAVD 88     -      1596.419  (meters)    5237.58   (feet)  POSTED    
 KK0665  ___________________________________________________________________
 KK0665  GEOID HEIGHT-         -17.01  (meters)                     GEOID03
 KK0665  DYNAMIC HT  -        1594.890 (meters)    5232.57  (feet)  COMP
 KK0665  MODELED GRAV-     979,611.5   (mgal)                       NAVD 88
 KK0665
 KK0665  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0665
 KK0665.The horizontal coordinates were scaled from a topographic map and have
 KK0665.an estimated accuracy of +/- 6 seconds.
 KK0665
 KK0665.The orthometric height was determined by differential leveling
 KK0665.and adjusted by the National Geodetic Survey in 1992..
 KK0665.No vertical observational check was made to the station.
 KK0665.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0665.was located on a no-check spur therefore a value was not computed.
 KK0665
 KK0665.The geoid height was determined by GEOID03.
 KK0665
 KK0665.The dynamic height is computed by dividing the NAVD 88
 KK0665.geopotential number by the normal gravity value computed on the
 KK0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0665.degrees latitude (g = 980.6199 gals.).
 KK0665
 KK0665.The modeled gravity was interpolated from observed gravity values.
 KK0665
 KK0665;                    North         East    Units  Estimated Accuracy
 KK0665;SPC CO C     -   518,640.      956,230.      MT  (+/- 180 meters Scaled)
 KK0665
 KK0665                          SUPERSEDED SURVEY CONTROL
 KK0665
 KK0665  NGVD 29 (??/??/92) 1595.494  (m)         5234.55   (f) ADJ UNCH    1 2
 KK0665
 KK0665.Superseded values are not recommended for survey control.
 KK0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0665.See file dsdata.txt to determine how the superseded data were derived.
 KK0665
 KK0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE989009(NAD 83)
 KK0665_MARKER: R = RIVET
 KK0665_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0665_SP_SET: CURB
 KK0665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0665
 KK0665  HISTORY     - Date     Condition        Report By
 KK0665  HISTORY     - UNK      MONUMENTED       CGS
 KK0665  HISTORY     - 1939     GOOD             NGS
 KK0665
 KK0665                          STATION DESCRIPTION
 KK0665
 KK0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0665'AT DENVER.
 KK0665'AT DENVER, DENVER COUNTY, AT THE JUNCTION OF FIFTEENTH STREET,
 KK0665'BOULDER STREET, UMATILLA STREET AND TWENTY-NINTH AVENUE, 35 FEET
 KK0665'SOUTHEAST OF BOULDER STREET, AND IN THE TOP OF THE NORTHEAST
 KK0665'CURB OF FIFTEENTH STREET.  A METAL RIVET.
 KK0665'NOTE-- PREVIOUSLY DESIGNATED AS BM 2 A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9864 ***********************************************************************
 AG9864  DESIGNATION -  2 ALS 4337
 AG9864  PID         -  AG9864
 AG9864  STATE/COUNTY-  CO/MORGAN
 AG9864  USGS QUAD   -  LAMB (1984)
 AG9864
 AG9864                         *CURRENT SURVEY CONTROL
 AG9864  ___________________________________________________________________
 AG9864* NAD 83(1992)-  40 12 11.16718(N)    103 47 31.44565(W)     ADJUSTED  
 AG9864* NAVD 88     -      1322.6    (meters)    4339.     (feet)  GPS OBS   
 AG9864  ___________________________________________________________________
 AG9864  X           -  -1,163,190.813 (meters)                     COMP
 AG9864  Y           -  -4,738,496.372 (meters)                     COMP
 AG9864  Z           -   4,096,076.598 (meters)                     COMP
 AG9864  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 AG9864  ELLIP HEIGHT-        1303.04  (meters)          (12/03/02) GPS OBS
 AG9864  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 AG9864
 AG9864  HORZ ORDER  -  FIRST
 AG9864  ELLP ORDER  -  FOURTH    CLASS II
 AG9864
 AG9864.The horizontal coordinates were established by GPS observations
 AG9864.and adjusted by the National Geodetic Survey in August 1998..
 AG9864
 AG9864.The orthometric height was determined by GPS observations and a
 AG9864.high-resolution geoid model.
 AG9864
 AG9864.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9864
 AG9864.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9864
 AG9864.The ellipsoidal height was determined by GPS observations
 AG9864.and is referenced to NAD 83.
 AG9864
 AG9864.The geoid height was determined by GEOID03.
 AG9864
 AG9864;                    North         East     Units Scale Factor Converg.
 AG9864;SPC CO N     -   402,771.615 1,059,800.471   MT  0.99995719   +1 06 12.8
 AG9864;SPC CO N     - 1,321,426.54  3,477,028.71   sFT  0.99995719   +1 06 12.8
 AG9864;UTM  13      - 4,450,999.518   602,803.846   MT  0.99973010   +0 46 47.2
 AG9864
 AG9864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9864!SPC CO N     -   0.99979563  x   0.99995719  =   0.99975283
 AG9864!UTM  13      -   0.99979563  x   0.99973010  =   0.99952578
 AG9864
 AG9864                          SUPERSEDED SURVEY CONTROL
 AG9864
 AG9864  ELLIP H (08/11/98) 1303.06   (m)                       GP(       ) 4 1
 AG9864
 AG9864.Superseded values are not recommended for survey control.
 AG9864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9864.See file dsdata.txt to determine how the superseded data were derived.
 AG9864
 AG9864_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE0280451000(NAD 83)
 AG9864_MARKER: DB = BENCH MARK DISK
 AG9864_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG9864_SP_SET: IRRIGATION DIVISION BOX
 AG9864_STAMPING: 2 ALS 4337 1963
 AG9864_MARK LOGO: USGS  
 AG9864_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AG9864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9864+STABILITY: SURFACE MOTION
 AG9864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9864+SATELLITE: SATELLITE OBSERVATIONS - 1963
 AG9864
 AG9864  HISTORY     - Date     Condition        Report By
 AG9864  HISTORY     - 1963     MONUMENTED       USGS
 AG9864
 AG9864                          STATION DESCRIPTION
 AG9864
 AG9864'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 AG9864'THE STATION IS LOCATED ABOUT 15 MI (24.1 KM) EAST OF WIGGINS, 9.5 MI
 AG9864'(15.3 KM) WEST-SOUTHWEST OF BRUSH AND ABOUT 3.5 MI (5.6 KM) SOUTH OF
 AG9864'FORT MORGAN, IN THE SOUTHWEST 1/4 OF SECTION 20, T 3 N, R 57 W.
 AG9864'OWNERSHIP--MORGAN COUNTY ROAD RIGHT-OF-WAY  TO REACH THE STATION FROM
 AG9864'THE INTERSECTION OF U.  S.  HIGHWAY 34 (PLATTE AVENUE) AND COUNTY ROAD
 AG9864'19 (SOUTH SHERMAN STREET) IN FORT MORGAN, GO SOUTH ON COUNTY ROAD 19
 AG9864'(SOUTH SHERMAN STREET) FOR 3.5 MI (5.6 KM) TO THE INTERSECTION OF
 AG9864'COUNTY ROAD O AND THE STATION ON THE LEFT  THE MARK IS A STANDARD
 AG9864'ALUMINUM DISK SET INTO THE TOP OF A CONCRETE IRRIGATION DIVISION BOX,
 AG9864'FLUSH WITH THE GROUND.  IT IS 16.7 M (54.8 FT) EAST FROM A 6-INCH BY
 AG9864'6-INCH FIBER OPTIC CABLE WARNING POST NUMBER 171, 12.9 M (42.3 FT)
 AG9864'SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF A WHITE PUMP HOUSE, 10.2
 AG9864'M (33.5 FT) NORTH FROM THE CENTER OF COUNTY ROAD O, 8.1 M (26.6 FT)
 AG9864'EAST FROM THE CENTER OF COUNTY ROAD 19, 3.8 M (12.5 FT) SOUTHWEST FROM
 AG9864'A POWER POLE WITH THREE TRANSFORMERS, 2.2 M (7.2 FT) EAST-NORTHEAST
 AG9864'FROM THE TOP CENTER OF A TELEPHONE PEDISTAL, 0.5 M (1.6 FT) NORTH FROM
 AG9864'A WITNESS POST AND ABOUT EVEN WITH THE COUNTY ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0603 ***********************************************************************
 KK0603  DESIGNATION -  2 BOULDER
 KK0603  PID         -  KK0603
 KK0603  STATE/COUNTY-  CO/BOULDER
 KK0603  USGS QUAD   -  ELDORADO SPRINGS (1994)
 KK0603
 KK0603                         *CURRENT SURVEY CONTROL
 KK0603  ___________________________________________________________________
 KK0603* NAD 83(1986)-  39 55 28.     (N)    105 21 51.     (W)     SCALED    
 KK0603* NAVD 88     -      2313.56   (+/-2cm)    7590.4    (feet)  VERTCON   
 KK0603  ___________________________________________________________________
 KK0603  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 KK0603
 KK0603  VERT ORDER  -  ? (See Below)
 KK0603
 KK0603.The horizontal coordinates were scaled from a topographic map and have
 KK0603.an estimated accuracy of +/- 6 seconds.
 KK0603
 KK0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK0603.The vertical order pertains to the NGVD 29 superseded value.
 KK0603
 KK0603.The geoid height was determined by GEOID03.
 KK0603
 KK0603;                    North         East    Units  Estimated Accuracy
 KK0603;SPC CO N     -   370,440.      926,010.      MT  (+/- 180 meters Scaled)
 KK0603
 KK0603                          SUPERSEDED SURVEY CONTROL
 KK0603
 KK0603  NGVD 29 (??/??/92) 2312.244  (m)         7586.09   (f) ADJ UNCH    ?  
 KK0603
 KK0603.Superseded values are not recommended for survey control.
 KK0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0603.See file dsdata.txt to determine how the superseded data were derived.
 KK0603
 KK0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE688194(NAD 83)
 KK0603_MARKER: B = BOLT
 KK0603_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0603_SP_SET: TUNNEL BRACING
 KK0603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0603
 KK0603  HISTORY     - Date     Condition        Report By
 KK0603  HISTORY     - UNK      MONUMENTED       DRGWRR
 KK0603  HISTORY     - 1934     GOOD             NGS
 KK0603  HISTORY     - 1940     MARK NOT FOUND   NGS
 KK0603
 KK0603                          STATION DESCRIPTION
 KK0603
 KK0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KK0603'3.9 MI E FROM PINE CLIFF.
 KK0603'3.9 MILES EAST ALONG THE DENVER AND SALT LAKE RAILWAY FROM THE
 KK0603'STATION AT PINE CLIFF, BOULDER COUNTY, AT THE WEST PORTAL TO TUNNEL
 KK0603'21, 9 FEET NORTH OF THE CENTERLINE OF THE TRACK, IN THE FOOT OF
 KK0603'A 12 BY 12-INCH DIAGONAL BRACING, 0.5 FOOT BELOW A SPIKE DRIVEN IN
 KK0603'THE TIMBER, AND 1.5 FEET LOWER THAN THE TOP OF THE NORTH RAIL.
 KK0603'THE TOP OF A STEEL BOLT, MARKED WITH THE PAINTED LETTERS BM.
 KK0603
 KK0603                          STATION RECOVERY (1940)
 KK0603
 KK0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 KK0603'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0446 ***********************************************************************
 HJ0446  DESIGNATION -  2 CFD
 HJ0446  PID         -  HJ0446
 HJ0446  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0446  USGS QUAD   -  BOX RANCH (1972)
 HJ0446
 HJ0446                         *CURRENT SURVEY CONTROL
 HJ0446  ___________________________________________________________________
 HJ0446* NAD 83(1986)-  37 11 25.     (N)    103 51 04.     (W)     SCALED    
 HJ0446* NAVD 88     -      1748.435  (meters)    5736.32   (feet)  ADJUSTED  
 HJ0446  ___________________________________________________________________
 HJ0446  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 HJ0446  DYNAMIC HT  -        1746.405 (meters)    5729.66  (feet)  COMP
 HJ0446  MODELED GRAV-     979,407.0   (mgal)                       NAVD 88
 HJ0446
 HJ0446  VERT ORDER  -  THIRD
 HJ0446
 HJ0446.The horizontal coordinates were scaled from a topographic map and have
 HJ0446.an estimated accuracy of +/- 6 seconds.
 HJ0446
 HJ0446.The orthometric height was determined by differential leveling
 HJ0446.and adjusted by the National Geodetic Survey in August 1995..
 HJ0446
 HJ0446.The geoid height was determined by GEOID03.
 HJ0446
 HJ0446.The dynamic height is computed by dividing the NAVD 88
 HJ0446.geopotential number by the normal gravity value computed on the
 HJ0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0446.degrees latitude (g = 980.6199 gals.).
 HJ0446
 HJ0446.The modeled gravity was interpolated from observed gravity values.
 HJ0446
 HJ0446;                    North         East    Units  Estimated Accuracy
 HJ0446;SPC CO S     -   364,210.    1,060,800.      MT  (+/- 180 meters Scaled)
 HJ0446
 HJ0446                          SUPERSEDED SURVEY CONTROL
 HJ0446
 HJ0446.No superseded survey control is available for this station.
 HJ0446
 HJ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB019165(NAD 83)
 HJ0446_MARKER: DB = BENCH MARK DISK
 HJ0446_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HJ0446+WITH SETTING: INFORMATION.
 HJ0446_SP_SET: METAL ROD DRIVEN INTO GROUND
 HJ0446_STAMPING: 2 CFD 1970
 HJ0446_MARK LOGO: USGS  
 HJ0446_MAGNETIC: I = MARKER IS A STEEL ROD
 HJ0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HJ0446
 HJ0446  HISTORY     - Date     Condition        Report By
 HJ0446  HISTORY     - 1970     MONUMENTED       USGS
 HJ0446
 HJ0446                          STATION DESCRIPTION
 HJ0446
 HJ0446'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HJ0446'FROM THE JUNCTION OF COLORADO STATE HIGHWAY 389 AND U.S. HIGHWAY
 HJ0446'160, PROCEED 1.8 MILE (2.9 KM) EAST ALONG U.S. HIGHWAY 160 TO A
 HJ0446'CROSSROAD INTERSECTION, THENCE PROCEED 1.7 MILE (2.7 KM) NORTH ALONG
 HJ0446'A COUNTY ROAD KNOWN AS PIPELINE ROAD, 21 FEET (6.4 M) SOUTH AND 61
 HJ0446'FEET (18.6 M) WEST OF A WOODEN CATTLEGUARD, 1 FOOT (0.3 M) NORTH OF A
 HJ0446'FENCE, AND SET ON A COPPER-COATED ROD DRIVEN 8 FEET (2.4 M) INTO THE
 HJ0446'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0431 ***********************************************************************
 KK0431  DESIGNATION -  2 E
 KK0431  PID         -  KK0431
 KK0431  STATE/COUNTY-  CO/DENVER
 KK0431  USGS QUAD   -  ENGLEWOOD (1997)
 KK0431
 KK0431                         *CURRENT SURVEY CONTROL
 KK0431  ___________________________________________________________________
 KK0431* NAD 83(1986)-  39 43 49.     (N)    104 56 25.     (W)     SCALED    
 KK0431* NAVD 88     -      1623.085  (meters)    5325.07   (feet)  POSTED    
 KK0431  ___________________________________________________________________
 KK0431  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 KK0431  DYNAMIC HT  -        1621.520 (meters)    5319.94  (feet)  COMP
 KK0431  MODELED GRAV-     979,608.1   (mgal)                       NAVD 88
 KK0431
 KK0431  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0431
 KK0431.The horizontal coordinates were scaled from a topographic map and have
 KK0431.an estimated accuracy of +/- 6 seconds.
 KK0431
 KK0431.The orthometric height was determined by differential leveling
 KK0431.and adjusted by the National Geodetic Survey in 1992..
 KK0431.No vertical observational check was made to the station.
 KK0431.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0431.was located on a no-check spur therefore a value was not computed.
 KK0431
 KK0431.The geoid height was determined by GEOID03.
 KK0431
 KK0431.The dynamic height is computed by dividing the NAVD 88
 KK0431.geopotential number by the normal gravity value computed on the
 KK0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0431.degrees latitude (g = 980.6199 gals.).
 KK0431
 KK0431.The modeled gravity was interpolated from observed gravity values.
 KK0431
 KK0431;                    North         East    Units  Estimated Accuracy
 KK0431;SPC CO C     -   515,530.      962,390.      MT  (+/- 180 meters Scaled)
 KK0431
 KK0431                          SUPERSEDED SURVEY CONTROL
 KK0431
 KK0431  NGVD 29 (??/??/92) 1622.166  (m)         5322.06   (f) ADJ UNCH    1 2
 KK0431
 KK0431.Superseded values are not recommended for survey control.
 KK0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0431.See file dsdata.txt to determine how the superseded data were derived.
 KK0431
 KK0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED051978(NAD 83)
 KK0431_MARKER: R = RIVET
 KK0431_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0431_SP_SET: CURB
 KK0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0431
 KK0431  HISTORY     - Date     Condition        Report By
 KK0431  HISTORY     - UNK      MONUMENTED       CGS
 KK0431  HISTORY     - 1939     GOOD             NGS
 KK0431
 KK0431                          STATION DESCRIPTION
 KK0431
 KK0431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0431'AT DENVER.
 KK0431'AT DENVER, DENVER COUNTY, AT THE INTERSECTION OF COLORADO BOULEVARD
 KK0431'AND NINTH AVENUE, 15 FEET SOUTH OF THE SOUTH CURB OF NINTH AVENUE,
 KK0431'AT THE EAST SIDE OF THE BOULEVARD, AND IN THE TOP OF A STORM SEWER
 KK0431'CURB.  A METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0388 ***********************************************************************
 KM0388  DESIGNATION -  2 FMK
 KM0388  PID         -  KM0388
 KM0388  STATE/COUNTY-  CO/MESA
 KM0388  USGS QUAD   -  RUBY CANYON (1968)
 KM0388
 KM0388                         *CURRENT SURVEY CONTROL
 KM0388  ___________________________________________________________________
 KM0388* NAD 83(1986)-  39 14 24.     (N)    108 54 01.     (W)     SCALED    
 KM0388* NAVD 88     -      1372.735  (meters)    4503.71   (feet)  POSTED    
 KM0388  ___________________________________________________________________
 KM0388  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 KM0388  DYNAMIC HT  -        1371.440 (meters)    4499.47  (feet)  COMP
 KM0388  MODELED GRAV-     979,636.9   (mgal)                       NAVD 88
 KM0388
 KM0388  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KM0388
 KM0388.The horizontal coordinates were scaled from a topographic map and have
 KM0388.an estimated accuracy of +/- 6 seconds.
 KM0388
 KM0388.The orthometric height was determined by differential leveling
 KM0388.and adjusted by the National Geodetic Survey in 1992..
 KM0388.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KM0388.rate of 2.1 thru 3.0 mm/km.
 KM0388
 KM0388.The geoid height was determined by GEOID03.
 KM0388
 KM0388.The dynamic height is computed by dividing the NAVD 88
 KM0388.geopotential number by the normal gravity value computed on the
 KM0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0388.degrees latitude (g = 980.6199 gals.).
 KM0388
 KM0388.The modeled gravity was interpolated from observed gravity values.
 KM0388
 KM0388;                    North         East    Units  Estimated Accuracy
 KM0388;SPC CO C     -   466,440.      620,930.      MT  (+/- 180 meters Scaled)
 KM0388
 KM0388                          SUPERSEDED SURVEY CONTROL
 KM0388
 KM0388  NGVD 29 (??/??/92) 1371.677  (m)         4500.24   (f) ADJ UNCH    2 0
 KM0388
 KM0388.Superseded values are not recommended for survey control.
 KM0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0388.See file dsdata.txt to determine how the superseded data were derived.
 KM0388
 KM0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ812455(NAD 83)
 KM0388_MARKER: DB = BENCH MARK DISK
 KM0388_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KM0388_SP_SET: COPPER-CLAD STEEL ROD
 KM0388_STAMPING: 2 FMK 1969 4500
 KM0388_MARK LOGO: USGS  
 KM0388_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0388+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 KM0388
 KM0388  HISTORY     - Date     Condition        Report By
 KM0388  HISTORY     - 1969     MONUMENTED       USGS
 KM0388  HISTORY     - 20050615 GOOD             GEOCAC
 KM0388
 KM0388                          STATION DESCRIPTION
 KM0388
 KM0388'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0388'FROM MACK, COLORADO, PROCEED 2.6 MILES NORTHWEST ALONG U. S.
 KM0388'HIGHWAYS 6 AND 50 TO A Y-ROAD FORK OPPOSITE GROVE OF COTTONWOOD
 KM0388'TREES, 50 FEET NORTHEAST OF THE HIGHWAY, 40 FEET WEST OF THE
 KM0388'CENERLINE OF A PAVED ROAD NORTH, 1 FOOT SOUTHWEST OF A FENCE, SET ON
 KM0388'A 25 FOOT COPPER-COATED STEEL ROD ENCASED IN A 6-INCH CONCRETE PIPE
 KM0388'WHICH IS FLUSH WITH THE GROUND.
 KM0388
 KM0388                          STATION RECOVERY (2005)
 KM0388
 KM0388'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0388'NW CORNER OF 8 ROAD AND HIGHWAY 6 .1METER S OF WITNESS POST
 KM0388'N 39 14 31.5
 KM0388'W 108 54 06.8
 KM0388'COORDINATES NAD 83
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0755 ***********************************************************************
 LK0755  DESIGNATION -  2 GDD
 LK0755  PID         -  LK0755
 LK0755  STATE/COUNTY-  CO/LINCOLN
 LK0755  USGS QUAD   -  AKRON SW (1973)
 LK0755
 LK0755                         *CURRENT SURVEY CONTROL
 LK0755  ___________________________________________________________________
 LK0755* NAD 83(1986)-  40 06 15.     (N)    103 12 32.     (W)     SCALED    
 LK0755* NAVD 88     -      1413.070  (meters)    4636.05   (feet)  ADJUSTED  
 LK0755  ___________________________________________________________________
 LK0755  GEOID HEIGHT-         -20.36  (meters)                     GEOID03
 LK0755  DYNAMIC HT  -        1411.891 (meters)    4632.18  (feet)  COMP
 LK0755  MODELED GRAV-     979,742.3   (mgal)                       NAVD 88
 LK0755
 LK0755  VERT ORDER  -  THIRD
 LK0755
 LK0755.The horizontal coordinates were scaled from a topographic map and have
 LK0755.an estimated accuracy of +/- 6 seconds.
 LK0755
 LK0755.The orthometric height was determined by differential leveling
 LK0755.and adjusted by the National Geodetic Survey in June 1991..
 LK0755
 LK0755.The geoid height was determined by GEOID03.
 LK0755
 LK0755.The dynamic height is computed by dividing the NAVD 88
 LK0755.geopotential number by the normal gravity value computed on the
 LK0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0755.degrees latitude (g = 980.6199 gals.).
 LK0755
 LK0755.The modeled gravity was interpolated from observed gravity values.
 LK0755
 LK0755;                    North         East    Units  Estimated Accuracy
 LK0755;SPC CO C     -   559,360.    1,109,750.      MT  (+/- 180 meters Scaled)
 LK0755
 LK0755                          SUPERSEDED SURVEY CONTROL
 LK0755
 LK0755.No superseded survey control is available for this station.
 LK0755
 LK0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE526408(NAD 83)
 LK0755_MARKER: DB = BENCH MARK DISK
 LK0755_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LK0755_SP_SET: COPPER-CLAD STEEL ROD
 LK0755_STAMPING: GDD 2 1972
 LK0755_MARK LOGO: USGS  
 LK0755_PROJECTION: FLUSH
 LK0755_MAGNETIC: I = MARKER IS A STEEL ROD
 LK0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0755+SATELLITE: SATELLITE OBSERVATIONS - 1972
 LK0755_ROD/PIPE-DEPTH: 7.01 meters
 LK0755
 LK0755  HISTORY     - Date     Condition        Report By
 LK0755  HISTORY     - 1972     MONUMENTED       USGS
 LK0755
 LK0755                          STATION DESCRIPTION
 LK0755
 LK0755'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 LK0755'AT AKRON, COLORADO, FROM THE INTERSECTION OF STATE HIGHWAY 63 AND U.S.
 LK0755'HIGHWAY 34, PROCEED 3.65 MILES SOUTH ALONG STATE HIGHWAY 63 TO AN
 LK0755'OFFSET CROSSROAD, 72 FEET WEST AND 30 FEET SOUTH OF THE ROAD WEST
 LK0755'INTERSECTION, 3 FEET NORTHEAST OF AN IRON FENCE CORNER POST, 4 FEET
 LK0755'EAST OF A POWER POLE WITH A WITNESS SIGN ATTACHED, LEVEL WITH THE
 LK0755'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1177 ***********************************************************************
 KK1177  DESIGNATION -  2 GILPIN
 KK1177  PID         -  KK1177
 KK1177  STATE/COUNTY-  CO/GILPIN
 KK1177  USGS QUAD   -  CENTRAL CITY (1972)
 KK1177
 KK1177                         *CURRENT SURVEY CONTROL
 KK1177  ___________________________________________________________________
 KK1177* NAD 83(1986)-  39 49 35.     (N)    105 31 22.     (W)     SCALED    
 KK1177* NAVD 88     -      2650.990  (meters)    8697.46   (feet)  ADJUSTED  
 KK1177  ___________________________________________________________________
 KK1177  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 KK1177  DYNAMIC HT  -        2647.976 (meters)    8687.57  (feet)  COMP
 KK1177  MODELED GRAV-     979,392.7   (mgal)                       NAVD 88
 KK1177
 KK1177  VERT ORDER  -  SECOND    CLASS 0
 KK1177
 KK1177.The horizontal coordinates were scaled from a topographic map and have
 KK1177.an estimated accuracy of +/- 6 seconds.
 KK1177
 KK1177.The orthometric height was determined by differential leveling
 KK1177.and adjusted by the National Geodetic Survey in June 1991..
 KK1177
 KK1177.The geoid height was determined by GEOID03.
 KK1177
 KK1177.The dynamic height is computed by dividing the NAVD 88
 KK1177.geopotential number by the normal gravity value computed on the
 KK1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1177.degrees latitude (g = 980.6199 gals.).
 KK1177
 KK1177.The modeled gravity was interpolated from observed gravity values.
 KK1177
 KK1177;                    North         East    Units  Estimated Accuracy
 KK1177;SPC CO N     -   359,550.      912,450.      MT  (+/- 180 meters Scaled)
 KK1177
 KK1177                          SUPERSEDED SURVEY CONTROL
 KK1177
 KK1177  NGVD 29 (??/??/92) 2649.586  (m)         8692.85   (f) ADJ UNCH    2 0
 KK1177
 KK1177.Superseded values are not recommended for survey control.
 KK1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1177.See file dsdata.txt to determine how the superseded data were derived.
 KK1177
 KK1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE552086(NAD 83)
 KK1177_MARKER: DD = SURVEY DISK
 KK1177_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK1177_SP_SET: CULVERT
 KK1177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1177
 KK1177  HISTORY     - Date     Condition        Report By
 KK1177  HISTORY     - UNK      MONUMENTED       BPR
 KK1177  HISTORY     - 1940     GOOD             NGS
 KK1177  HISTORY     - 20020924 MARK NOT FOUND   USPSQD
 KK1177
 KK1177                          STATION DESCRIPTION
 KK1177
 KK1177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KK1177'2.6 MI N FROM BLACKHAWK.
 KK1177'2.6 MILES NORTH ALONG STATE HIGHWAY 119 FROM A ROAD JUNCTION
 KK1177'AT BLACKHAWK, GILPIN COUNTY, AT A CULVERT, IN THE TOP OF THE
 KK1177'SOUTHWEST CORNER OF THE STONE HEADWALL, AND 24 FEET EAST OF THE
 KK1177'CENTERLINE OF THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC
 KK1177'ROADS STANDARD DISK.  NOTE-- MARK WAS PREVIOUSLY DESIGNATED AS
 KK1177'BM (BPR  )
 KK1177
 KK1177                          STATION RECOVERY (2002)
 KK1177
 KK1177'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 KK1177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1297 ***********************************************************************
 JK1297  DESIGNATION -  2 IBJ
 JK1297  PID         -  JK1297
 JK1297  STATE/COUNTY-  CO/CUSTER
 JK1297  USGS QUAD   -  HORN PEAK (1959)
 JK1297
 JK1297                         *CURRENT SURVEY CONTROL
 JK1297  ___________________________________________________________________
 JK1297* NAD 83(1992)-  38 05 18.15413(N)    105 30 22.80853(W)     ADJUSTED  
 JK1297* NAVD 88     -      2474.39   (+/-2cm)    8118.1    (feet)  VERTCON   
 JK1297  ___________________________________________________________________
 JK1297  LAPLACE CORR-          -5.47  (seconds)                    DEFLEC99
 JK1297  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 JK1297
 JK1297  HORZ ORDER  -  THIRD
 JK1297  VERT ORDER  -  THIRD ? (See Below)
 JK1297
 JK1297.The horizontal coordinates were established by classical geodetic methods
 JK1297.and adjusted by the National Geodetic Survey in January 1993..
 JK1297
 JK1297.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1297.The vertical order pertains to the NGVD 29 superseded value.
 JK1297
 JK1297.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1297
 JK1297.The geoid height was determined by GEOID03.
 JK1297
 JK1297;                    North         East     Units Scale Factor Converg.
 JK1297;SPC CO S     -   462,589.065   913,846.042   MT  0.99995521   -0 00 14.0
 JK1297;SPC CO S     - 1,517,677.62  2,998,176.56   sFT  0.99995521   -0 00 14.0
 JK1297;UTM  13      - 4,215,741.640   455,598.341   MT  0.99962428   -0 18 44.5
 JK1297
 JK1297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1297!SPC CO S     -   0.99961421  x   0.99995521  =   0.99956944
 JK1297!UTM  13      -   0.99961421  x   0.99962428  =   0.99923864
 JK1297
 JK1297:                Primary Azimuth Mark                     Grid Az
 JK1297:SPC CO S     -  ROUND MTN                                048 19 25.0
 JK1297:UTM  13      -  ROUND MTN                                048 37 55.5
 JK1297
 JK1297|---------------------------------------------------------------------|
 JK1297| PID    Reference Object                     Distance      Geod. Az  |
 JK1297|                                                           dddmmss.s |
 JK1297| JK1286 ROUND MTN                           APPROX. 9.6 KM 0481911.0 |
 JK1297|---------------------------------------------------------------------|
 JK1297
 JK1297                          SUPERSEDED SURVEY CONTROL
 JK1297
 JK1297  NAD 83(1986)-  38 05 18.14215(N)    105 30 22.80953(W) AD(       ) 3
 JK1297  NAD 27      -  38 05 18.13122(N)    105 30 20.76199(W) AD(       ) 3
 JK1297  NGVD 29 (07/19/86) 2473.05   (m)         8113.7    (f) LEVELING    3  
 JK1297
 JK1297.Superseded values are not recommended for survey control.
 JK1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1297.See file dsdata.txt to determine how the superseded data were derived.
 JK1297
 JK1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC5559815742(NAD 83)
 JK1297_MARKER: DD = SURVEY DISK
 JK1297_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JK1297
 JK1297  HISTORY     - Date     Condition        Report By
 JK1297  HISTORY     - 1956     MONUMENTED       USGS
 JK1297
 JK1297                          STATION DESCRIPTION
 JK1297
 JK1297'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 JK1297'STATION IS LOCATED ABOUT 3.5 MI. SW. OF WESTCLIFFE, COLORADO, 45 FT.
 JK1297'SW. OF T-JUNCTION, IN THE NE. CORNER OF SEC. 2, T 23 S, R 73 W.
 JK1297'
 JK1297'TO REACH STATION FROM THE POST OFFICE IN WESTCLIFFE, COLORADO,
 JK1297'PROCEED S. 0.4 MI., TURN LEFT 1.0 MI. ALONG HERMIT ROAD, TURN RIGHT
 JK1297'3.0 MI. S. ALONG MACY LANE, TURN LEFT 1.0 MI. W. ALONG SCHOOLFIELD
 JK1297'ROAD AND STATION.
 JK1297'
 JK1297'STATION MARK--STANDARD TABLET, CEMENTED IN ROCK, STAMPED ---2 IBJ
 JK1297'1956 8114---.
 JK1297'
 JK1297'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0571 ***********************************************************************
 KL0571  DESIGNATION -  2 JHD
 KL0571  PID         -  KL0571
 KL0571  STATE/COUNTY-  CO/RIO BLANCO
 KL0571  USGS QUAD   -  VEATCH GULCH (1987)
 KL0571
 KL0571                         *CURRENT SURVEY CONTROL
 KL0571  ___________________________________________________________________
 KL0571* NAD 83(1986)-  39 59 48.     (N)    107 48 51.     (W)     SCALED    
 KL0571* NAVD 88     -      1996.214  (meters)    6549.25   (feet)  ADJUSTED  
 KL0571  ___________________________________________________________________
 KL0571  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 KL0571  DYNAMIC HT  -        1994.176 (meters)    6542.56  (feet)  COMP
 KL0571  MODELED GRAV-     979,534.4   (mgal)                       NAVD 88
 KL0571
 KL0571  VERT ORDER  -  SECOND    CLASS 0
 KL0571
 KL0571.The horizontal coordinates were scaled from a topographic map and have
 KL0571.an estimated accuracy of +/- 6 seconds.
 KL0571
 KL0571.The orthometric height was determined by differential leveling
 KL0571.and adjusted by the National Geodetic Survey in June 1991..
 KL0571
 KL0571.The geoid height was determined by GEOID03.
 KL0571
 KL0571.The dynamic height is computed by dividing the NAVD 88
 KL0571.geopotential number by the normal gravity value computed on the
 KL0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0571.degrees latitude (g = 980.6199 gals.).
 KL0571
 KL0571.The modeled gravity was interpolated from observed gravity values.
 KL0571
 KL0571;                    North         East    Units  Estimated Accuracy
 KL0571;SPC CO N     -   381,030.      716,810.      MT  (+/- 180 meters Scaled)
 KL0571
 KL0571                          SUPERSEDED SURVEY CONTROL
 KL0571
 KL0571  NGVD 29 (??/??/92) 1994.907  (m)         6544.96   (f) ADJ UNCH    2 0
 KL0571
 KL0571.Superseded values are not recommended for survey control.
 KL0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0571.See file dsdata.txt to determine how the superseded data were derived.
 KL0571
 KL0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBE597311(NAD 83)
 KL0571_MARKER: DD = SURVEY DISK
 KL0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0571_STAMPING: JHD 2 6545 1963
 KL0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0571+STABILITY: SURFACE MOTION
 KL0571
 KL0571  HISTORY     - Date     Condition        Report By
 KL0571  HISTORY     - 1963     MONUMENTED       USGS
 KL0571  HISTORY     - 1966     GOOD             NGS
 KL0571
 KL0571                          STATION DESCRIPTION
 KL0571
 KL0571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KL0571'7.5 MI SE FROM MEEKER.
 KL0571'1.7 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE FIRE STATION AT
 KL0571'MEEKER, THENCE 5.8 MILES SOUTHEAST ALONG STATE HIGHWAY 132, 59 FEET
 KL0571'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 210 FEET SOUTHEAST OF THE
 KL0571'SOUTHEAST END OF A HIGHWAY CUT, 108 FEET NORTHWEST OF A TELEPHONE
 KL0571'POLE, 43 FEET SOUTHEAST OF THE NORTHEAST END OF A 30 INCH PIPE
 KL0571'CULVERT, 1.3 FEET NORTH OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN
 KL0571'THE HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4819 ***********************************************************************
 AE4819  DESIGNATION -  2 KEE
 AE4819  PID         -  AE4819
 AE4819  STATE/COUNTY-  CO/PROWERS
 AE4819  USGS QUAD   -  DURKEE CREEK NE (1966)
 AE4819
 AE4819                         *CURRENT SURVEY CONTROL
 AE4819  ___________________________________________________________________
 AE4819* NAD 83(1986)-  37 59 04.     (N)    102 07 01.     (W)     SCALED    
 AE4819* NAVD 88     -      1071.909  (meters)    3516.75   (feet)  ADJUSTED  
 AE4819  ___________________________________________________________________
 AE4819  GEOID HEIGHT-         -23.99  (meters)                     GEOID03
 AE4819  DYNAMIC HT  -        1070.901 (meters)    3513.45  (feet)  COMP
 AE4819  MODELED GRAV-     979,652.6   (mgal)                       NAVD 88
 AE4819
 AE4819  VERT ORDER  -  FIRST     CLASS II
 AE4819
 AE4819.The horizontal coordinates were scaled from a topographic map and have
 AE4819.an estimated accuracy of +/- 6 seconds.
 AE4819
 AE4819.The orthometric height was determined by differential leveling
 AE4819.and adjusted by the National Geodetic Survey in July 2002..
 AE4819
 AE4819.The geoid height was determined by GEOID03.
 AE4819
 AE4819.The dynamic height is computed by dividing the NAVD 88
 AE4819.geopotential number by the normal gravity value computed on the
 AE4819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4819.degrees latitude (g = 980.6199 gals.).
 AE4819
 AE4819.The modeled gravity was interpolated from observed gravity values.
 AE4819
 AE4819;                    North         East    Units  Estimated Accuracy
 AE4819;SPC CO S     -   456,440.    1,211,530.      MT  (+/- 180 meters Scaled)
 AE4819
 AE4819                          SUPERSEDED SURVEY CONTROL
 AE4819
 AE4819.No superseded survey control is available for this station.
 AE4819
 AE4819_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC532080(NAD 83)
 AE4819_MARKER: DE = TRAVERSE STATION DISK
 AE4819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4819_STAMPING: 2 KEE 1964
 AE4819_MARK LOGO: USGS  
 AE4819_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4819+STABILITY: SURFACE MOTION
 AE4819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4819+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1997
 AE4819
 AE4819  HISTORY     - Date     Condition        Report By
 AE4819  HISTORY     - 1964     MONUMENTED       USGS
 AE4819  HISTORY     - 19971004 GOOD             NGS
 AE4819
 AE4819                          STATION DESCRIPTION
 AE4819
 AE4819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4819'7.6 KM (4.70 MI) SOUTHERLY ALONG STATE HIGHWAY 89 FROM THE JUNCTION OF
 AE4819'U.S.  HIGHWAY 50 IN HOLLY, 92.0 M (301.8 FT) EAST OF THE HIGHWAY
 AE4819'CENTERLINE, 7.4 M (24.3 FT) NORTH OF THE CENTER OF A GRAVELED ROAD
 AE4819'LEADING TO THE SANDHILLS ANGUS RANCH, 1.2 M (3.9 FT) NORTH OF A
 AE4819'WITNESS POST AND FENCE, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD,
 AE4819'AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0294 ***********************************************************************
 KL0294  DESIGNATION -  2 PITKIN
 KL0294  PID         -  KL0294
 KL0294  STATE/COUNTY-  CO/PITKIN
 KL0294  USGS QUAD   -  NEW YORK PEAK (1987)
 KL0294
 KL0294                         *CURRENT SURVEY CONTROL
 KL0294  ___________________________________________________________________
 KL0294* NAD 83(1986)-  39 07 13.     (N)    106 43 42.     (W)     SCALED    
 KL0294* NAVD 88     -      2815.66   (+/-2cm)    9237.7    (feet)  VERTCON   
 KL0294  ___________________________________________________________________
 KL0294  GEOID HEIGHT-         -13.24  (meters)                     GEOID03
 KL0294
 KL0294  VERT ORDER  -  ? (See Below)
 KL0294
 KL0294.The horizontal coordinates were scaled from a topographic map and have
 KL0294.an estimated accuracy of +/- 6 seconds.
 KL0294
 KL0294.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0294.The vertical order pertains to the NGVD 29 superseded value.
 KL0294
 KL0294.The geoid height was determined by GEOID03.
 KL0294
 KL0294;                    North         East    Units  Estimated Accuracy
 KL0294;SPC CO C     -   448,380.      808,190.      MT  (+/- 180 meters Scaled)
 KL0294
 KL0294                          SUPERSEDED SURVEY CONTROL
 KL0294
 KL0294  NGVD 29 (??/??/92) 2813.817  (m)         9231.66   (f) ADJ UNCH    ?  
 KL0294
 KL0294.Superseded values are not recommended for survey control.
 KL0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0294.See file dsdata.txt to determine how the superseded data were derived.
 KL0294
 KL0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD505315(NAD 83)
 KL0294_MARKER: DD = SURVEY DISK
 KL0294_SETTING: 66 = SET IN ROCK OUTCROP
 KL0294_SP_SET: GRANITE PROMONTORY POINT
 KL0294_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0294+STABILITY: POSITION/ELEVATION WELL
 KL0294
 KL0294  HISTORY     - Date     Condition        Report By
 KL0294  HISTORY     - UNK      MONUMENTED       USGS
 KL0294  HISTORY     - 1934     GOOD             NGS
 KL0294
 KL0294                          STATION DESCRIPTION
 KL0294
 KL0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KL0294'7.7 MI SE FROM ASPEN.
 KL0294'7.7 MILES SOUTHEAST ALONG STATE HIGHWAY 82 FROM THE COURTHOUSE AT
 KL0294'ASPEN, PITKIN COUNTY, 1 MILE WEST AND DOWNSTREAM FROM DEVILS
 KL0294'PUNCHBOWL, 22 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 8 FEET
 KL0294'SOUTH OF AND OUTSIDE OF A STONE-WORK CURB, AND ON THE TOP OF A SOLID
 KL0294'GRANITE PROMONTORY POINT.  A CHISELED AND PAINTED CROSS, WITNESSED BY
 KL0294'THE PAINTED LETTERS USBM 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0436 ***********************************************************************
 KM0436  DESIGNATION -  2 PS 5535
 KM0436  PID         -  KM0436
 KM0436  STATE/COUNTY-  CO/MESA
 KM0436  USGS QUAD   -  MESA (1955)
 KM0436
 KM0436                         *CURRENT SURVEY CONTROL
 KM0436  ___________________________________________________________________
 KM0436* NAD 83(1992)-  39 13 54.57644(N)    108 10 09.79349(W)     ADJUSTED  
 KM0436* NAVD 88     -      1688.12   (+/-2cm)    5538.4    (feet)  VERTCON   
 KM0436  ___________________________________________________________________
 KM0436  LAPLACE CORR-           4.67  (seconds)                    DEFLEC99
 KM0436  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 KM0436
 KM0436  HORZ ORDER  -  THIRD
 KM0436  VERT ORDER  -  THIRD ? (See Below)
 KM0436
 KM0436.The horizontal coordinates were established by classical geodetic methods
 KM0436.and adjusted by the National Geodetic Survey in January 1993..
 KM0436
 KM0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0436.The vertical order pertains to the NGVD 29 superseded value.
 KM0436
 KM0436.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0436
 KM0436.The geoid height was determined by GEOID03.
 KM0436
 KM0436;                    North         East     Units Scale Factor Converg.
 KM0436;SPC CO C     -   463,429.801   683,966.244   MT  0.99993851   -1 41 00.8
 KM0436;SPC CO C     - 1,520,435.94  2,243,979.25   sFT  0.99993851   -1 41 00.8
 KM0436;UTM  12      - 4,346,321.958   744,325.971   MT  1.00033508   +1 47 28.1
 KM0436
 KM0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0436!SPC CO C     -   0.99973777  x   0.99993851  =   0.99967629
 KM0436!UTM  12      -   0.99973777  x   1.00033508  =   1.00007276
 KM0436
 KM0436                          SUPERSEDED SURVEY CONTROL
 KM0436
 KM0436  NAD 83(1986)-  39 13 54.57300(N)    108 10 09.78417(W) AD(       ) 3
 KM0436  NGVD 29 (05/18/92) 1687.02   (m)         5534.8    (f) LEVELING    3  
 KM0436
 KM0436.Superseded values are not recommended for survey control.
 KM0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0436.See file dsdata.txt to determine how the superseded data were derived.
 KM0436
 KM0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ4432646322(NAD 83)
 KM0436_MARKER: DB = BENCH MARK DISK
 KM0436_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KM0436_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 KM0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0436+STABILITY: SURFACE MOTION
 KM0436
 KM0436  HISTORY     - Date     Condition        Report By
 KM0436  HISTORY     - 1953     MONUMENTED       USGS
 KM0436
 KM0436                          STATION DESCRIPTION
 KM0436
 KM0436'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 KM0436'STATION LOCATED ABOUT 5 MI. N. AND 2 MI. W. OF MESA, COLORADO.
 KM0436'
 KM0436'MOLINA, 4.9 MI. W. OF, THENCE 4.1 MI. N. ALONG DEBEQUE CUTOFF, ABOUT
 KM0436'0.1 MI. N. OF DRAIN AT TOP OF SMALL RISE, 40 FT. W. OF AND 4 FT. ABOVE
 KM0436'CENTERLINE OF RD.
 KM0436'
 KM0436'STATION MARK--STANDARD BENCH MARK TABLET IN CONCRETE POST, PROJECTING
 KM0436'6 IN. ABOVE GROUND, STAMPED ---5535 2 PS---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1388 ***********************************************************************
 JK1388  DESIGNATION -  2 RHM
 JK1388  PID         -  JK1388
 JK1388  STATE/COUNTY-  CO/PUEBLO
 JK1388  USGS QUAD   -  MULDOON HILL (1963)
 JK1388
 JK1388                         *CURRENT SURVEY CONTROL
 JK1388  ___________________________________________________________________
 JK1388* NAD 83(1992)-  38 04 35.85246(N)    104 45 56.80767(W)     ADJUSTED  
 JK1388* NAVD 88     -      1603.1    (meters)    5260.     (feet)  GPS OBS   
 JK1388  ___________________________________________________________________
 JK1388  X           -  -1,281,588.795 (meters)                     COMP
 JK1388  Y           -  -4,862,375.800 (meters)                     COMP
 JK1388  Z           -   3,913,120.003 (meters)                     COMP
 JK1388  LAPLACE CORR-         -10.05  (seconds)                    DEFLEC99
 JK1388  ELLIP HEIGHT-        1584.72  (meters)          (12/03/02) GPS OBS
 JK1388  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 JK1388
 JK1388  HORZ ORDER  -  FIRST
 JK1388  ELLP ORDER  -  FOURTH    CLASS II
 JK1388
 JK1388.The horizontal coordinates were established by GPS observations
 JK1388.and adjusted by the National Geodetic Survey in August 1994..
 JK1388
 JK1388.The orthometric height was determined by GPS observations and a
 JK1388.high-resolution geoid model.
 JK1388
 JK1388.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1388
 JK1388.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1388
 JK1388.The ellipsoidal height was determined by GPS observations
 JK1388.and is referenced to NAD 83.
 JK1388
 JK1388.The geoid height was determined by GEOID03.
 JK1388
 JK1388;                    North         East     Units Scale Factor Converg.
 JK1388;SPC CO S     -   461,537.995   978,819.422   MT  0.99995432   +0 27 01.3
 JK1388;SPC CO S     - 1,514,229.24  3,211,343.39   sFT  0.99995432   +0 27 01.3
 JK1388;UTM  13      - 4,214,342.749   520,542.497   MT  0.99960520   +0 08 40.0
 JK1388
 JK1388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1388!SPC CO S     -   0.99975140  x   0.99995432  =   0.99970573
 JK1388!UTM  13      -   0.99975140  x   0.99960520  =   0.99935670
 JK1388
 JK1388                          SUPERSEDED SURVEY CONTROL
 JK1388
 JK1388  ELLIP H (08/30/94) 1584.73   (m)                       GP(       ) 4 1
 JK1388
 JK1388.Superseded values are not recommended for survey control.
 JK1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1388.See file dsdata.txt to determine how the superseded data were derived.
 JK1388
 JK1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC2054214343(NAD 83)
 JK1388_MARKER: DB = BENCH MARK DISK
 JK1388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1388_SP_SET: CONCRETE POST
 JK1388_STAMPING: 5256 2 RHM 1961
 JK1388_MARK LOGO: USGS  
 JK1388_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK1388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK1388+STABILITY: SURFACE MOTION
 JK1388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1388+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1993
 JK1388
 JK1388  HISTORY     - Date     Condition        Report By
 JK1388  HISTORY     - 1961     MONUMENTED       USGS
 JK1388  HISTORY     - 19930617 GOOD
 JK1388
 JK1388                          STATION DESCRIPTION
 JK1388
 JK1388'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 JK1388'STATION IS LOCATED ABOUT 15 MI (24.1 KM) SOUTHWEST OF PUEBLO AND 15 MI
 JK1388'(24.1 KM) NORTHEAST OF RYE IN SEC 3, T 23 S, R 66 W OF THE 6TH PM.
 JK1388'TO REACH FROM THE INTERSECTION OF BURNT MILL ROAD AND I-25 (EXIT 87),
 JK1388'GO SOUTHWEST ALONG BURNT MILL ROAD 1.9 MI (3.1 KM) TO A FORK, TAKE
 JK1388'LEFT FORK CONTINUING SOUTHWEST ALONG BURNT MILL ROAD 4.7 MI (7.6 KM)
 JK1388'TO THE INTERSECTION OF A PRIVATE DRIVE WITH BURNT MILL ROAD AND THE
 JK1388'STATION ON THE RIGHT.
 JK1388'STATION MARK IS A USGS BRASS BENCH MARK DISK SET INTO A SQUARE
 JK1388'CONCRETE POST SET FLUSH WITH THE GROUND, 38 FT (11.6 M) NORTH OF THE
 JK1388'CENTERLINE OF BURNT MILL ROAD, LEVEL WITH THE SURFACE OF THE ROAD, 70
 JK1388'FT (21.3 M) SOUTH OF THE CENTER OF A METAL GATE ACROSS A PRIVATE
 JK1388'DRIVE, 10 FT (3.0 M) NORTH OF A FENCE CORNER AND 4 FT (1.2 M) EAST OF
 JK1388'A WITNESS POST.
 JK1388
 JK1388                          STATION RECOVERY (1993)
 JK1388
 JK1388'RECOVERED 1993
 JK1388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0213 ***********************************************************************
 HL0213  DESIGNATION -  20
 HL0213  PID         -  HL0213
 HL0213  STATE/COUNTY-  CO/LA PLATA
 HL0213  USGS QUAD   -  GEM VILLAGE (1968)
 HL0213
 HL0213                         *CURRENT SURVEY CONTROL
 HL0213  ___________________________________________________________________
 HL0213* NAD 83(1986)-  37 10 07.     (N)    107 42 51.     (W)     SCALED    
 HL0213* NAVD 88     -      2011.865  (meters)    6600.59   (feet)  ADJUSTED  
 HL0213  ___________________________________________________________________
 HL0213  GEOID HEIGHT-         -19.49  (meters)                     GEOID03
 HL0213  DYNAMIC HT  -        2009.232 (meters)    6591.96  (feet)  COMP
 HL0213  MODELED GRAV-     979,251.3   (mgal)                       NAVD 88
 HL0213
 HL0213  VERT ORDER  -  FIRST     CLASS II
 HL0213
 HL0213.The horizontal coordinates were scaled from a topographic map and have
 HL0213.an estimated accuracy of +/- 6 seconds.
 HL0213
 HL0213.The orthometric height was determined by differential leveling
 HL0213.and adjusted by the National Geodetic Survey in June 1991..
 HL0213
 HL0213.The geoid height was determined by GEOID03.
 HL0213
 HL0213.The dynamic height is computed by dividing the NAVD 88
 HL0213.geopotential number by the normal gravity value computed on the
 HL0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0213.degrees latitude (g = 980.6199 gals.).
 HL0213
 HL0213.The modeled gravity was interpolated from observed gravity values.
 HL0213
 HL0213;                    North         East    Units  Estimated Accuracy
 HL0213;SPC CO S     -   362,840.      717,770.      MT  (+/- 180 meters Scaled)
 HL0213
 HL0213                          SUPERSEDED SURVEY CONTROL
 HL0213
 HL0213  NGVD 29 (??/??/92) 2010.588  (m)         6596.40   (f) ADJ UNCH    1 2
 HL0213
 HL0213.Superseded values are not recommended for survey control.
 HL0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0213.See file dsdata.txt to determine how the superseded data were derived.
 HL0213
 HL0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB590170(NAD 83)
 HL0213_MARKER: DD = SURVEY DISK
 HL0213_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HL0213_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HL0213_STAMPING: 20 1907
 HL0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0213
 HL0213  HISTORY     - Date     Condition        Report By
 HL0213  HISTORY     - 1907     MONUMENTED       USGS
 HL0213  HISTORY     - 1934     GOOD             NGS
 HL0213  HISTORY     - 1964     GOOD             NGS
 HL0213
 HL0213                          STATION DESCRIPTION
 HL0213
 HL0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HL0213'7.07 MI NW FROM IGNACIO.
 HL0213'SET ALONG RIGHT OF WAY OF D.R.G. AND W. R.R. 69 FT. WEST OF
 HL0213'INTERSECTION OF R.R. TRACK AND COUNTY ROAD.  36 FT. SOUTH WEST OF
 HL0213'CENTERLINE OF R.R. TRACK.  18 FT. NORTH EAST OF CENTERLINE OF COUNTY
 HL0213'ROAD BORDERING TOWNSHIP OF OXFORD, COLORADO.
 HL0213
 HL0213                          STATION RECOVERY (1964)
 HL0213
 HL0213'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HL0213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0077 ***********************************************************************
 KL0077  DESIGNATION -  20 G
 KL0077  PID         -  KL0077
 KL0077  STATE/COUNTY-  CO/GRAND
 KL0077  USGS QUAD   -  KING CREEK (1987)
 KL0077
 KL0077                         *CURRENT SURVEY CONTROL
 KL0077  ___________________________________________________________________
 KL0077* NAD 83(1986)-  39 59 16.     (N)    106 21 37.     (W)     SCALED    
 KL0077* NAVD 88     -      2285.654  (meters)    7498.85   (feet)  ADJUSTED  
 KL0077  ___________________________________________________________________
 KL0077  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 KL0077  DYNAMIC HT  -        2283.152 (meters)    7490.64  (feet)  COMP
 KL0077  MODELED GRAV-     979,449.7   (mgal)                       NAVD 88
 KL0077
 KL0077  VERT ORDER  -  SECOND    CLASS 0
 KL0077
 KL0077.The horizontal coordinates were scaled from a topographic map and have
 KL0077.an estimated accuracy of +/- 6 seconds.
 KL0077
 KL0077.The orthometric height was determined by differential leveling
 KL0077.and adjusted by the National Geodetic Survey in June 1991..
 KL0077
 KL0077.The geoid height was determined by GEOID03.
 KL0077
 KL0077.The dynamic height is computed by dividing the NAVD 88
 KL0077.geopotential number by the normal gravity value computed on the
 KL0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0077.degrees latitude (g = 980.6199 gals.).
 KL0077
 KL0077.The modeled gravity was interpolated from observed gravity values.
 KL0077
 KL0077;                    North         East    Units  Estimated Accuracy
 KL0077;SPC CO N     -   377,820.      840,930.      MT  (+/- 180 meters Scaled)
 KL0077
 KL0077                          SUPERSEDED SURVEY CONTROL
 KL0077
 KL0077  NGVD 29 (??/??/92) 2284.294  (m)         7494.39   (f) ADJ UNCH    2 0
 KL0077
 KL0077.Superseded values are not recommended for survey control.
 KL0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0077.See file dsdata.txt to determine how the superseded data were derived.
 KL0077
 KL0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCE838272(NAD 83)
 KL0077_MARKER: DD = SURVEY DISK
 KL0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0077_STAMPING: 20 G 1930
 KL0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0077+STABILITY: SURFACE MOTION
 KL0077
 KL0077  HISTORY     - Date     Condition        Report By
 KL0077  HISTORY     - 1930     MONUMENTED       USGS
 KL0077  HISTORY     - 1951     GOOD             NGS
 KL0077
 KL0077                          STATION DESCRIPTION
 KL0077
 KL0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KL0077'6.15 MI SE FROM KREMMLING.
 KL0077'6.15 MILES SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 KL0077'KREMMLING, ON THE SOUTHWEST SLOPE OF A HILL, 167 YARDS SOUTHWEST OF A
 KL0077'POWER POLE, 171 YARDS NORTH OF A FENCE, 265 FEET SOUTHWEST OF THE
 KL0077'CENTER LINE OF THE HIGHWAY, 148 FEET SOUTHEAST OF A TELEPHONE POLE, 18
 KL0077'FEET WEST OF THE CENTER LINE OF AN OLD ROAD, AT THE EAST END OF AN OLD
 KL0077'FENCE LEADING WEST, 1.7 FEET NORTHEAST OF A WITNESS POST, SET IN THE
 KL0077'TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0573 ***********************************************************************
 KJ0573  DESIGNATION -  20 GDD
 KJ0573  PID         -  KJ0573
 KJ0573  STATE/COUNTY-  CO/LINCOLN
 KJ0573  USGS QUAD   -  THURMAN (1977)
 KJ0573
 KJ0573                         *CURRENT SURVEY CONTROL
 KJ0573  ___________________________________________________________________
 KJ0573* NAD 83(1986)-  39 32 53.     (N)    103 12 43.     (W)     SCALED    
 KJ0573* NAVD 88     -      1494.739  (meters)    4903.99   (feet)  ADJUSTED  
 KJ0573  ___________________________________________________________________
 KJ0573  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 KJ0573  DYNAMIC HT  -        1493.378 (meters)    4899.52  (feet)  COMP
 KJ0573  MODELED GRAV-     979,663.8   (mgal)                       NAVD 88
 KJ0573
 KJ0573  VERT ORDER  -  THIRD
 KJ0573
 KJ0573.The horizontal coordinates were scaled from a topographic map and have
 KJ0573.an estimated accuracy of +/- 6 seconds.
 KJ0573
 KJ0573.The orthometric height was determined by differential leveling
 KJ0573.and adjusted by the National Geodetic Survey in June 1991..
 KJ0573
 KJ0573.The geoid height was determined by GEOID03.
 KJ0573
 KJ0573.The dynamic height is computed by dividing the NAVD 88
 KJ0573.geopotential number by the normal gravity value computed on the
 KJ0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0573.degrees latitude (g = 980.6199 gals.).
 KJ0573
 KJ0573.The modeled gravity was interpolated from observed gravity values.
 KJ0573
 KJ0573;                    North         East    Units  Estimated Accuracy
 KJ0573;SPC CO C     -   497,630.    1,111,040.      MT  (+/- 180 meters Scaled)
 KJ0573
 KJ0573                          SUPERSEDED SURVEY CONTROL
 KJ0573
 KJ0573.No superseded survey control is available for this station.
 KJ0573
 KJ0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD536791(NAD 83)
 KJ0573_MARKER: DB = BENCH MARK DISK
 KJ0573_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KJ0573_SP_SET: COPPER-CLAD STEEL ROD
 KJ0573_STAMPING: GDD 20 1972
 KJ0573_MARK LOGO: USGS  
 KJ0573_PROJECTION: FLUSH
 KJ0573_MAGNETIC: I = MARKER IS A STEEL ROD
 KJ0573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KJ0573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0573+SATELLITE: SATELLITE OBSERVATIONS - 1972
 KJ0573_ROD/PIPE-DEPTH: 3.05 meters
 KJ0573
 KJ0573  HISTORY     - Date     Condition        Report By
 KJ0573  HISTORY     - 1972     MONUMENTED       USGS
 KJ0573
 KJ0573                          STATION DESCRIPTION
 KJ0573
 KJ0573'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KJ0573'FROM THE U.S. POST OFFICE AT ANTON, COLORADO, PROCEED 12.1 MILES SOUTH
 KJ0573'ALONG A PAVED ROAD, THENCE 0.3 MILE EAST AND 1.2 MILES SOUTH ALONG A
 KJ0573'GRAVELED ROAD TO A BRIDGE, 159 FEET NORTH AND 29 FEET WEST OF THE
 KJ0573'CENTER OF THE BRIDGE, 15 FEET NORTHEAST OF A GATE, 1 FOOT EAST OF A
 KJ0573'WOODEN FENCE CORNER POST, 1 FOOT NORTHEAST OF AN IRON WITNESS POST,
 KJ0573'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ5752 ***********************************************************************
 AJ5752  DESIGNATION -  20 JH
 AJ5752  PID         -  AJ5752
 AJ5752  STATE/COUNTY-  CO/ELBERT
 AJ5752  USGS QUAD   -  SIMLA (1979)
 AJ5752
 AJ5752                         *CURRENT SURVEY CONTROL
 AJ5752  ___________________________________________________________________
 AJ5752* NAD 83(1992)-  39 09 52.57600(N)    104 00 22.59291(W)     ADJUSTED  
 AJ5752* NAVD 88     -      1786.2    (meters)    5860.     (feet)  GPS OBS   
 AJ5752  ___________________________________________________________________
 AJ5752  X           -  -1,198,808.386 (meters)                     COMP
 AJ5752  Y           -  -4,805,915.197 (meters)                     COMP
 AJ5752  Z           -   4,007,618.060 (meters)                     COMP
 AJ5752  LAPLACE CORR-          -5.10  (seconds)                    DEFLEC99
 AJ5752  ELLIP HEIGHT-        1767.22  (meters)          (12/03/02) GPS OBS
 AJ5752  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 AJ5752
 AJ5752  HORZ ORDER  -  FIRST
 AJ5752  ELLP ORDER  -  FOURTH    CLASS II
 AJ5752
 AJ5752.The horizontal coordinates were established by GPS observations
 AJ5752.and adjusted by the National Geodetic Survey in October 2001..
 AJ5752
 AJ5752.The orthometric height was determined by GPS observations and a
 AJ5752.high-resolution geoid model.
 AJ5752
 AJ5752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5752
 AJ5752.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5752
 AJ5752.The ellipsoidal height was determined by GPS observations
 AJ5752.and is referenced to NAD 83.
 AJ5752
 AJ5752.The geoid height was determined by GEOID03.
 AJ5752
 AJ5752;                    North         East     Units Scale Factor Converg.
 AJ5752;SPC CO C     -   453,642.764 1,043,483.428   MT  0.99993652   +0 56 31.5
 AJ5752;SPC CO C     - 1,488,326.30  3,423,495.21   sFT  0.99993652   +0 56 31.5
 AJ5752;UTM  13      - 4,335,513.374   585,849.472   MT  0.99969075   +0 37 39.5
 AJ5752
 AJ5752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5752!SPC CO C     -   0.99972281  x   0.99993652  =   0.99965935
 AJ5752!UTM  13      -   0.99972281  x   0.99969075  =   0.99941365
 AJ5752
 AJ5752                          SUPERSEDED SURVEY CONTROL
 AJ5752
 AJ5752  ELLIP H (10/01/01) 1767.22   (m)                       GP(       ) 3 2
 AJ5752
 AJ5752.Superseded values are not recommended for survey control.
 AJ5752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5752.See file dsdata.txt to determine how the superseded data were derived.
 AJ5752
 AJ5752_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED8584935513(NAD 83)
 AJ5752_MARKER: DD = SURVEY DISK
 AJ5752_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AJ5752_STAMPING: 20 JH 1970
 AJ5752_MARK LOGO: USGS  
 AJ5752_PROJECTION: FLUSH
 AJ5752_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ5752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ5752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5752+SATELLITE: SATELLITE OBSERVATIONS - 1970
 AJ5752_ROD/PIPE-DEPTH: 7.6  meters
 AJ5752
 AJ5752  HISTORY     - Date     Condition        Report By
 AJ5752  HISTORY     - 1970     MONUMENTED       USGS
 AJ5752
 AJ5752                          STATION DESCRIPTION
 AJ5752
 AJ5752'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (DAS)
 AJ5752'THE STATION IS ABOUT 4.1 MILES NORTHEAST OF SIMLA ON U.S. HIGHWAY 24
 AJ5752'AND 1.6 MILES SOUTHWEST OF THE TOWN OF MATHESON ON U.S.
 AJ5752'HIGHWAY 24, IN THE E 1/2 OF SECTION 21, T10S, R59W, AT HIGHWAY 24 MILE
 AJ5752'POST
 AJ5752'358.75.
 AJ5752' 
 AJ5752'TO REACH THE STATION FROM MAIN STREET AND U.S. HIGHWAY 24 IN
 AJ5752'MATHESON GO WEST ON U.S. HIGHWAY 24 FOR 1.6 MILES TO THE ENTRANCE
 AJ5752'TO THE LASSETTER RANCH, THENCE GO NORTH ON A GRAVEL ROAD 0.05
 AJ5752'MILES OVER A CATTLE GUARD TO THE STATION ON THE LEFT.
 AJ5752' 
 AJ5752'THE MARK IS A U.S.G.S. BRASS CAP SET IN A 6 INCH PVC FLUSH WITH THE
 AJ5752'GROUND.  THE STATION IS 32.5 M WEST FROM CATTLE GUARD AT THE ROAD
 AJ5752'APPROACH TO THE LASSETTER WILDLIFE CONSERVATION AREA, 28.2 M
 AJ5752'NORTH FROM THE CENTER OF THE RAIL ROAD BED (THE TRACKS HAVE BEEN
 AJ5752'REMOVED), 5.3 M WEST FROM A FENCE CORNER BRACE POST, 0.7 M EAST FROM A
 AJ5752'PLASTIC WITNESS POST, 0.6 M WEST FROM A METAL WITNESS POST, 0.2 M
 AJ5752'SOUTH FROM THE NORTH RAIL ROAD RIGHT-OF-WAY FENCE.
 AJ5752' 
 AJ5752'D. A. STEWART, CDOT.
 AJ5752' 
 AJ5752'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4834 ***********************************************************************
 AE4834  DESIGNATION -  20 KEE
 AE4834  PID         -  AE4834
 AE4834  STATE/COUNTY-  CO/PROWERS
 AE4834  USGS QUAD   -  TWO BUTTE SPRINGS (1966)
 AE4834
 AE4834                         *CURRENT SURVEY CONTROL
 AE4834  ___________________________________________________________________
 AE4834* NAD 83(1992)-  37 45 39.89194(N)    102 07 42.23154(W)     ADJUSTED  
 AE4834* NAVD 88     -      1135.503  (meters)    3725.40   (feet)  ADJUSTED  
 AE4834  ___________________________________________________________________
 AE4834  X           -  -1,060,935.003 (meters)                     COMP
 AE4834  Y           -  -4,936,880.138 (meters)                     COMP
 AE4834  Z           -   3,885,193.695 (meters)                     COMP
 AE4834  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 AE4834  ELLIP HEIGHT-        1111.52  (meters)          (10/21/02) GPS OBS
 AE4834  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 AE4834  DYNAMIC HT  -        1134.395 (meters)    3721.76  (feet)  COMP
 AE4834  MODELED GRAV-     979,614.9   (mgal)                       NAVD 88
 AE4834
 AE4834  HORZ ORDER  -  B
 AE4834  VERT ORDER  -  FIRST     CLASS II
 AE4834  ELLP ORDER  -  FOURTH    CLASS II
 AE4834
 AE4834.The horizontal coordinates were established by GPS observations
 AE4834.and adjusted by the National Geodetic Survey in December 1997..
 AE4834
 AE4834.The orthometric height was determined by differential leveling
 AE4834.and adjusted by the National Geodetic Survey in July 2002..
 AE4834
 AE4834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4834
 AE4834.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4834
 AE4834.The ellipsoidal height was determined by GPS observations
 AE4834.and is referenced to NAD 83.
 AE4834
 AE4834.The geoid height was determined by GEOID03.
 AE4834
 AE4834.The dynamic height is computed by dividing the NAVD 88
 AE4834.geopotential number by the normal gravity value computed on the
 AE4834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4834.degrees latitude (g = 980.6199 gals.).
 AE4834
 AE4834.The modeled gravity was interpolated from observed gravity values.
 AE4834
 AE4834;                    North         East     Units Scale Factor Converg.
 AE4834;SPC CO S     -   431,623.680 1,211,415.652   MT  0.99994621   +2 04 05.0
 AE4834;SPC CO S     - 1,416,085.36  3,974,452.85   sFT  0.99994621   +2 04 05.0
 AE4834;UTM  13      - 4,183,190.717   752,961.491   MT  1.00038823   +1 45 33.9
 AE4834
 AE4834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4834!SPC CO S     -   0.99982561  x   0.99994621  =   0.99977183
 AE4834!UTM  13      -   0.99982561  x   1.00038823  =   1.00021377
 AE4834
 AE4834                          SUPERSEDED SURVEY CONTROL
 AE4834
 AE4834  ELLIP H (12/22/97) 1111.53   (m)                       GP(       ) 4 1
 AE4834  NAVD 88 (12/22/97) 1135.50   (m)         3725.4    (f) LEVELING    3  
 AE4834
 AE4834.Superseded values are not recommended for survey control.
 AE4834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4834.See file dsdata.txt to determine how the superseded data were derived.
 AE4834
 AE4834_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB5296183191(NAD 83)
 AE4834_MARKER: DD = SURVEY DISK
 AE4834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4834_STAMPING: 20 KEE 1964
 AE4834_MARK LOGO: USGS  
 AE4834_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE4834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4834+STABILITY: SURFACE MOTION
 AE4834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4834+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1997
 AE4834
 AE4834  HISTORY     - Date     Condition        Report By
 AE4834  HISTORY     - 1964     MONUMENTED       USGS
 AE4834  HISTORY     - 19970424 GOOD             NGS
 AE4834  HISTORY     - 19971004 GOOD             NGS
 AE4834
 AE4834                          STATION DESCRIPTION
 AE4834
 AE4834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 AE4834'THE STATION IS LOCATED ABOUT 34 MI (54.7 KM) SOUTHEAST OF LAMAR, 19 MI
 AE4834'(30.6 KM) SOUTH OF HOLLY AND 15 MI (24.1 KM) NORTH OF LYCAN, IN THE
 AE4834'SOUTHWEST 1/4 OF SECTION 23, T 26 S, R 42 W, AT COLORADO STATE HIGHWAY
 AE4834'89 MILEPOST 14.05.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 AE4834'HIGHWAY 50 AND COLORADO STATE HIGHWAY 89 IN HOLLY, GO SOUTH ON STATE
 AE4834'HIGHWAY 89 FOR 20.4 MI (32.8 KM) TO THE STATION ON THE LEFT, IN A
 AE4834'NATIVE GRASS AREA FOR A DRAINAGE CHANNEL UNDER THE HIGHWAY.  THE MARK
 AE4834'IS A STANDARD USGS DISK SET IN A 15 CM SQUARE CONCRETE POST PROJECTING
 AE4834'20 CM ABOVE GROUND.  IT IS 111.2 M (364.8 FT) NORTH-NORTHEAST FROM A 2
 AE4834'CELL CVC BOX CULVERT AT STRUCTURE--M28D--, 34.4 M (112.9 FT) EAST FROM
 AE4834'THE CENTERLINE OF STATE HIGHWAY 89, 19.5 M (64.0 FT) EAST FROM A
 AE4834'RIGHT-OF-WAY FENCE AND WITNESS POST, 3.5 M (11.5 FT) SOUTH FROM AN
 AE4834'EAST-WEST SECTION LINE FENCE AND ABOUT 1 M (3.3 FT) LOWER THAN THE
 AE4834'HIGHWAY.
 AE4834
 AE4834                          STATION RECOVERY (1997)
 AE4834
 AE4834'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4834'32.6 KM (20.25 MI) SOUTHERLY ALONG STATE HIGHWAY 89 FROM THE JUNCTION
 AE4834'OF U.S.  HIGHWAY 50 IN HOLLY, 34.5 M (113.2 FT) EAST OF THE HIGHWAY
 AE4834'CENTERLINE, 19.4 M (63.6 FT) EAST OF A WITNESS POST AND FENCE, 3.4 M
 AE4834'(11.2 FT) SOUTH OF A FENCE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 AE4834'HIGHWAY, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 AE4834'SURFACE.  NOTE--THE MONUMENT IS A KANSAS STATE HARN STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0939 ***********************************************************************
 JJ0939  DESIGNATION -  20 WF
 JJ0939  PID         -  JJ0939
 JJ0939  STATE/COUNTY-  CO/BENT
 JJ0939  USGS QUAD   -  LEWIS RANCH (1955)
 JJ0939
 JJ0939                         *CURRENT SURVEY CONTROL
 JJ0939  ___________________________________________________________________
 JJ0939* NAD 83(1992)-  38 14 35.82223(N)    103 23 04.25996(W)     ADJUSTED  
 JJ0939* NAVD 88     -      1306.32   (+/-2cm)    4285.8    (feet)  VERTCON   
 JJ0939  ___________________________________________________________________
 JJ0939  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 JJ0939  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 JJ0939
 JJ0939  HORZ ORDER  -  THIRD
 JJ0939  VERT ORDER  -  THIRD ? (See Below)
 JJ0939
 JJ0939.The horizontal coordinates were established by classical geodetic methods
 JJ0939.and adjusted by the National Geodetic Survey in January 1993..
 JJ0939
 JJ0939.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0939.The vertical order pertains to the NGVD 29 superseded value.
 JJ0939
 JJ0939.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0939
 JJ0939.The geoid height was determined by GEOID03.
 JJ0939
 JJ0939;                    North         East     Units Scale Factor Converg.
 JJ0939;SPC CO S     -   481,880.007 1,099,573.192   MT  0.99997083   +1 17 51.3
 JJ0939;SPC CO S     - 1,580,967.99  3,607,516.38   sFT  0.99997083   +1 17 51.3
 JJ0939;UTM  13      - 4,234,042.292   641,369.697   MT  0.99984613   +1 00 00.5
 JJ0939
 JJ0939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0939!SPC CO S     -   0.99979857  x   0.99997083  =   0.99976941
 JJ0939!UTM  13      -   0.99979857  x   0.99984613  =   0.99964473
 JJ0939
 JJ0939:                Primary Azimuth Mark                     Grid Az
 JJ0939:SPC CO S     -  HORSE                                    172 20 14.1
 JJ0939:UTM  13      -  HORSE                                    172 38 04.9
 JJ0939
 JJ0939|---------------------------------------------------------------------|
 JJ0939| PID    Reference Object                     Distance      Geod. Az  |
 JJ0939|                                                           dddmmss.s |
 JJ0939| JJ0937 HORSE                               APPROX. 7.8 KM 1733805.4 |
 JJ0939|---------------------------------------------------------------------|
 JJ0939
 JJ0939                          SUPERSEDED SURVEY CONTROL
 JJ0939
 JJ0939  NAD 83(1986)-  38 14 35.81106(N)    103 23 04.25803(W) AD(       ) 3
 JJ0939  NAD 27      -  38 14 35.78913(N)    103 23 02.48812(W) AD(       ) 3
 JJ0939  NGVD 29 (07/19/86) 1305.66   (m)         4283.7    (f) LEVELING    3  
 JJ0939
 JJ0939.Superseded values are not recommended for survey control.
 JJ0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0939.See file dsdata.txt to determine how the superseded data were derived.
 JJ0939
 JJ0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC4137034042(NAD 83)
 JJ0939_MARKER: DD = SURVEY DISK
 JJ0939_SETTING: 0 = UNSPECIFIED SETTING
 JJ0939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0939
 JJ0939  HISTORY     - Date     Condition        Report By
 JJ0939  HISTORY     - 1949     MONUMENTED       USGS
 JJ0939
 JJ0939                          STATION DESCRIPTION
 JJ0939
 JJ0939'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 JJ0939'STATION IS LOCATED ABOUT 9.5 MI. N. AND 6.5 MI. E. OF CHERAW, IN SW.
 JJ0939'1/4 SEC. 5, T 21 S, R 53 W.
 JJ0939'
 JJ0939'STATION IS DESCRIBED BY W. H. FARRELL, LEVELMAN -- CHERAW, OTERO
 JJ0939'COUNTY, 9 MI. N. AND 5 MI. E. OF, TO T-RD. INTERSECTION, THENCE 1.9
 JJ0939'MI. NE. ALONG WINDMILL RD. TO DIM CROSSROADS, 80 FT. NE. OF
 JJ0939'INTERSECTION.
 JJ0939'
 JJ0939'STATION MARK--STANDARD TABLET IN TOP OF CONCRETE POST PROJECTING 6 IN.
 JJ0939'HIGHER THAN GROUND, STAMPED ---20 WF 1949 EL. 4283---.
 JJ0939'
 JJ0939'REFERENCE MARK NO. 1--A 1/2 IN. REINFORCING STEEL ROD DRIVEN IN
 JJ0939'GROUND, LEVEL WITH SURFACE, 99.9 FT. FROM STATION, S 01 DEG 03 MIN W.
 JJ0939'
 JJ0939'REFERENCE MARK NO. 2--STANDARD COPPER NAIL AND WASHER IN TOP OF 3 IN.
 JJ0939'DIAMETER CONCRETE POST PROJECTING 3 IN. ABOVE SURFACE, 161.9 FT.
 JJ0939'FROM STATION, N 66 DEG 37 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0991 ***********************************************************************
 JK0991  DESIGNATION -  20E
 JK0991  PID         -  JK0991
 JK0991  STATE/COUNTY-  CO/PUEBLO
 JK0991  USGS QUAD   -  HANOVER SE (1973)
 JK0991
 JK0991                         *CURRENT SURVEY CONTROL
 JK0991  ___________________________________________________________________
 JK0991* NAD 83(1992)-  38 30 36.28701(N)    104 18 56.93958(W)     ADJUSTED  
 JK0991* NAVD 88     -      1573.34   (+/-2cm)    5161.9    (feet)  VERTCON   
 JK0991  ___________________________________________________________________
 JK0991  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 JK0991  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 JK0991
 JK0991  HORZ ORDER  -  SECOND
 JK0991  VERT ORDER  -  THIRD ? (See Below)
 JK0991
 JK0991.The horizontal coordinates were established by classical geodetic methods
 JK0991.and adjusted by the National Geodetic Survey in January 1993..
 JK0991
 JK0991.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK0991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK0991.The vertical order pertains to the NGVD 29 superseded value.
 JK0991
 JK0991.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0991
 JK0991.The geoid height was determined by GEOID03.
 JK0991
 JK0991;                    North         East     Units Scale Factor Converg.
 JK0991;SPC CO S     -   510,052.824 1,017,685.803   MT  1.00001491   +0 43 34.9
 JK0991;SPC CO S     - 1,673,398.31  3,338,857.51   sFT  1.00001491   +0 43 34.9
 JK0991;UTM  13      - 4,262,633.657   559,651.348   MT  0.99964382   +0 25 33.7
 JK0991
 JK0991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0991!SPC CO S     -   0.99975630  x   1.00001491  =   0.99977121
 JK0991!UTM  13      -   0.99975630  x   0.99964382  =   0.99940021
 JK0991
 JK0991:                Primary Azimuth Mark                     Grid Az
 JK0991:SPC CO S     -  21                                       107 48 57.4
 JK0991:UTM  13      -  21                                       108 06 58.6
 JK0991
 JK0991|---------------------------------------------------------------------|
 JK0991| PID    Reference Object                     Distance      Geod. Az  |
 JK0991|                                                           dddmmss.s |
 JK0991| JK0990 21                                  APPROX. 0.7 KM 1083232.3 |
 JK0991|---------------------------------------------------------------------|
 JK0991
 JK0991                          SUPERSEDED SURVEY CONTROL
 JK0991
 JK0991  NAD 83(1986)-  38 30 36.27490(N)    104 18 56.93581(W) AD(       ) 2
 JK0991  NAD 27      -  38 30 36.28790(N)    104 18 55.05828(W) AD(       ) 2
 JK0991  NGVD 29 (07/19/86) 1572.46   (m)         5159.0    (f) LEVELING    3  
 JK0991
 JK0991.Superseded values are not recommended for survey control.
 JK0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0991.See file dsdata.txt to determine how the superseded data were derived.
 JK0991
 JK0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5965162634(NAD 83)
 JK0991
 JK0991  HISTORY     - Date     Condition        Report By
 JK0991  HISTORY     - UNK      MONUMENTED
 JK0991  HISTORY     - 1976     GOOD             NGS
 JK0991
 JK0991                          STATION DESCRIPTION
 JK0991
 JK0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JK0991'STATION IS LOCATED ON LAND OCCUPIED BY THE FEDERAL TRANSPORTATION
 JK0991'GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES NORTHEAST OF
 JK0991'PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS ABOUT 5.2 MILES
 JK0991'NORTH-NORTHWEST OF THE FEDERAL HEADQUARTERS BUILDING, 1-1/2 MILES
 JK0991'NORTH OF THE HIGH SPEED TRACK, ON A SLIGHT RISE IN OPEN COUNTRY.
 JK0991'
 JK0991'STATION IS A STANDARD TRAVERSE STATION DISK, CLAMPED TO
 JK0991'THE TOP OF A COPPER COVERED ROD DRIVEN INTO THE GROUND TO REFUSAL,
 JK0991'SURROUNDED BY A 4-INCH TILE.  DISK PROJECTS ABOUT 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5956 ***********************************************************************
 AI5956  SACS        -  This is a Secondary Airport Control Station.
 AI5956  DESIGNATION -  20V A
 AI5956  PID         -  AI5956
 AI5956  STATE/COUNTY-  CO/GRAND
 AI5956  USGS QUAD   -  JUNCTION BUTTE (1980)
 AI5956
 AI5956                         *CURRENT SURVEY CONTROL
 AI5956  ___________________________________________________________________
 AI5956* NAD 83(1992)-  40 03 08.56694(N)    106 21 36.25078(W)     ADJUSTED  
 AI5956* NAVD 88     -      2259.93   (meters)    7414.5    (feet)  GPS OBS   
 AI5956  ___________________________________________________________________
 AI5956  X           -  -1,377,573.693 (meters)                     COMP
 AI5956  Y           -  -4,692,665.775 (meters)                     COMP
 AI5956  Z           -   4,083,885.175 (meters)                     COMP
 AI5956  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 AI5956  ELLIP HEIGHT-        2247.14  (meters)          (10/21/02) GPS OBS
 AI5956  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 AI5956
 AI5956  HORZ ORDER  -  FIRST
 AI5956  ELLP ORDER  -  FIFTH     CLASS I
 AI5956
 AI5956.This mark is at Mc Elroy Airfield Airport (20V)
 AI5956
 AI5956.The horizontal coordinates were established by GPS observations
 AI5956.and adjusted by the National Geodetic Survey in June 2000..
 AI5956
 AI5956.The orthometric height was determined by GPS observations and a
 AI5956.high-resolution geoid model.
 AI5956
 AI5956.GPS derived orthometric heights for airport stations designated as
 AI5956.PACS or SACS are published to 2 decimal places.  This maintains
 AI5956.centimeter relative accuracy between the PACS and SACS.  It does
 AI5956.not indicate centimeter accuracy relative to other marks which are
 AI5956.part of the NAVD 88 network.
 AI5956
 AI5956.Photographs are available for this station.
 AI5956
 AI5956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5956
 AI5956.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5956
 AI5956.The ellipsoidal height was determined by GPS observations
 AI5956.and is referenced to NAD 83.
 AI5956
 AI5956.The geoid height was determined by GEOID03.
 AI5956
 AI5956;                    North         East     Units Scale Factor Converg.
 AI5956;SPC CO N     -   384,992.139   841,017.192   MT  0.99996281   -0 33 20.6
 AI5956;SPC CO N     - 1,263,095.04  2,759,237.24   sFT  0.99996281   -0 33 20.6
 AI5956;UTM  13      - 4,434,456.979   383,991.721   MT  0.99976567   -0 52 31.0
 AI5956
 AI5956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5956!SPC CO N     -   0.99964760  x   0.99996281  =   0.99961042
 AI5956!UTM  13      -   0.99964760  x   0.99976567  =   0.99941335
 AI5956
 AI5956                          SUPERSEDED SURVEY CONTROL
 AI5956
 AI5956  ELLIP H (06/30/00) 2247.11   (m)                       GP(       ) 1 1
 AI5956
 AI5956.Superseded values are not recommended for survey control.
 AI5956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5956.See file dsdata.txt to determine how the superseded data were derived.
 AI5956
 AI5956_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE8399234457(NAD 83)
 AI5956_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5956_STAMPING: 20V A 1999
 AI5956_MARK LOGO: NGS   
 AI5956_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI5956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5956+STABILITY: SURFACE MOTION
 AI5956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5956+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5956
 AI5956  HISTORY     - Date     Condition        Report By
 AI5956  HISTORY     - 1999     MONUMENTED       NGS
 AI5956
 AI5956                          STATION DESCRIPTION
 AI5956
 AI5956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5956'THE STATION IS LOCATED ABOUT 3.7 MI (6.0 KM) WEST-SOUTHWEST OF
 AI5956'TROUBLESOME, 1 MI (1.6 KM) EAST OF KREMMLING AND AT THE MCELROY
 AI5956'AIRFIELD IN KREMMLING, IN THE NORTHEAST 1/4 OF SECTION 17, T 1 N, R 80
 AI5956'W.  ACCESS TO THE AIRPORT IS NOT CONTROLLED.  PERMISSION TO USE THIS
 AI5956'STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER. OWNERSHIP--MCELROY
 AI5956'FIELD, KREMMLING AIRPORT, P.O.  BOX 264, HOT SULPHUR SPRING, CO 80451.
 AI5956'COUNTY MANAGER--LURLINE CURRAN, TELEPHONE--970-725-3347
 AI5956'TO REACH THE STATION FROM THE POST OFFICE IN KREMMLING, GO EAST ON U.
 AI5956'S.  HIGHWAY 40 FOR 0.8 MI (1.3 KM) TO A SIDE ROAD RIGHT, ENTRANCE TO
 AI5956'THE AIRPORT.  TURN RIGHT, SOUTHEAST, FOR 0.15 MI (0.24 KM) ON COUNTY
 AI5956'ROAD 384 TO TERMINAL.  CONTACT THE AIRPORT MANAGER OR TERMINAL OFFICE
 AI5956'FOR ACCESS TO THE FLIGHT OPERATIONS AREA.  FROM THE TERMINAL RAMP IN
 AI5956'FRONT OF THE TERMINAL, GO SOUTH-SOUTHWEST, ON RAMP A/3 FOR 0.1 MI (0.2
 AI5956'KM) TO RUNWAY 9/27.  TURN LEFT, EAST-SOUTHEAST, ON RUNWAY 9/27 FOR
 AI5956'0.55 MI (0.89 KM) TO THE STATION ON THE LEFT, JUST BEFORE THE RUNUP
 AI5956'AREA AT THE END OF RUNWAY 27
 AI5956'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 AI5956'POST FLUSH WITH THE GROUND.  IT IS 54.9 M (180.1 FT) NORTH FROM THE
 AI5956'EDGE OF PAVEMENT FOR THE RUNWAY 9/27, 50.1 M (164.4 FT) NORTH FROM THE
 AI5956'MIDDLE OF SIGN --A4--, 40.5 M (132.9 FT) WEST FROM THE CENTER OF
 AI5956'SIGN--27-9--, 40.5 M (132.9 FT) WEST FROM THE CENTER OF SIGN--27-9--,
 AI5956'28.6 M (93.8 FT) WEST FROM THE CENTER LINE OF THE A/4 RAMP, 17.5 M
 AI5956'(57.4 FT) WEST-NORTHWEST FROM THE TOP CENTER OF A DRAIN, 0.7 M (2.3
 AI5956'FT) EAST FROM A WITNESS POST AND ABOUT THE SAME LEVEL AS THE RUNWAY.
 AI5956'THIS STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION FOR THE
 AI5956'ANA PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5955 ***********************************************************************
 AI5955  SACS        -  This is a Secondary Airport Control Station.
 AI5955  DESIGNATION -  20V B
 AI5955  PID         -  AI5955
 AI5955  STATE/COUNTY-  CO/GRAND
 AI5955  USGS QUAD   -  KREMMLING (1981)
 AI5955
 AI5955                         *CURRENT SURVEY CONTROL
 AI5955  ___________________________________________________________________
 AI5955* NAD 83(1992)-  40 03 20.78630(N)    106 22 38.79386(W)     ADJUSTED  
 AI5955* NAVD 88     -      2255.32   (meters)    7399.3    (feet)  GPS OBS   
 AI5955  ___________________________________________________________________
 AI5955  X           -  -1,378,927.130 (meters)                     COMP
 AI5955  Y           -  -4,692,011.721 (meters)                     COMP
 AI5955  Z           -   4,084,170.811 (meters)                     COMP
 AI5955  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 AI5955  ELLIP HEIGHT-        2242.56  (meters)          (10/21/02) GPS OBS
 AI5955  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 AI5955
 AI5955  HORZ ORDER  -  FIRST
 AI5955  ELLP ORDER  -  FIFTH     CLASS I
 AI5955
 AI5955.This mark is at Mc Elroy Airfield Airport (20V)
 AI5955
 AI5955.The horizontal coordinates were established by GPS observations
 AI5955.and adjusted by the National Geodetic Survey in June 2000..
 AI5955
 AI5955.The orthometric height was determined by GPS observations and a
 AI5955.high-resolution geoid model.
 AI5955
 AI5955.GPS derived orthometric heights for airport stations designated as
 AI5955.PACS or SACS are published to 2 decimal places.  This maintains
 AI5955.centimeter relative accuracy between the PACS and SACS.  It does
 AI5955.not indicate centimeter accuracy relative to other marks which are
 AI5955.part of the NAVD 88 network.
 AI5955
 AI5955.Photographs are available for this station.
 AI5955
 AI5955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5955
 AI5955.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5955
 AI5955.The ellipsoidal height was determined by GPS observations
 AI5955.and is referenced to NAD 83.
 AI5955
 AI5955.The geoid height was determined by GEOID03.
 AI5955
 AI5955;                    North         East     Units Scale Factor Converg.
 AI5955;SPC CO N     -   385,383.514   839,538.627   MT  0.99996261   -0 34 01.0
 AI5955;SPC CO N     - 1,264,379.08  2,754,386.31   sFT  0.99996261   -0 34 01.0
 AI5955;UTM  13      - 4,434,856.517   382,515.650   MT  0.99976992   -0 53 11.5
 AI5955
 AI5955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5955!SPC CO N     -   0.99964832  x   0.99996261  =   0.99961094
 AI5955!UTM  13      -   0.99964832  x   0.99976992  =   0.99941832
 AI5955
 AI5955                          SUPERSEDED SURVEY CONTROL
 AI5955
 AI5955  ELLIP H (06/30/00) 2242.54   (m)                       GP(       ) 1 1
 AI5955
 AI5955.Superseded values are not recommended for survey control.
 AI5955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5955.See file dsdata.txt to determine how the superseded data were derived.
 AI5955
 AI5955_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE8251634857(NAD 83)
 AI5955_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5955_STAMPING: 20V B 1999
 AI5955_MARK LOGO: NGS   
 AI5955_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI5955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5955+STABILITY: SURFACE MOTION
 AI5955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5955+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5955
 AI5955  HISTORY     - Date     Condition        Report By
 AI5955  HISTORY     - 1999     MONUMENTED       NGS
 AI5955
 AI5955                          STATION DESCRIPTION
 AI5955
 AI5955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5955'THE STATION IS LOCATED ABOUT 3.7 MI (6.0 KM) WEST-SOUTHWEST OF
 AI5955'TROUBLESOME, 1 MI (1.6 KM) EAST OF KREMMLING AND AT THE MCELROY
 AI5955'AIRFIELD IN KREMMLING, IN THE NORTHEAST 1/4 OF SECTION 16, T 1 N, R 80
 AI5955'W.  ACCESS TO THIS AIRPORT IS NOT CONTROLLED.  PERMISSION TO USE THIS
 AI5955'STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER. OWNERSHIP--MCELROY
 AI5955'FIELD, KREMMLING AIRPORT, P.O.  BOX 264, HOT SULPHUR SPRING, CO 80451.
 AI5955'COUNTY MANAGER--LURLINE CURRAN, TELEPHONE--970-725-3347
 AI5955'TO REACH THE STATION FROM THE POST OFFICE IN KREMMLING, GO EAST ON U.
 AI5955'S.  HIGHWAY 40 FOR 0.8 MI (1.3 KM) TO A SIDE ROAD RIGHT, ENTRANCE TO
 AI5955'THE AIRPORT.  TURN RIGHT, SOUTHEAST, FOR 0.15 MI (0.24 KM) ON COUNTY
 AI5955'ROAD 384 TO TERMINAL.  CONTACT THE AIRPORT MANAGER OR TERMINAL OFFICE
 AI5955'FOR ACCESS TO THE FLIGHT OPERATIONS AREA.  FROM THE TERMINAL RAMP IN
 AI5955'FRONT OF THE TERMINAL, GO SOUTH-SOUTHWEST, ON RAMP A/3 FOR 0.1 MI (0.2
 AI5955'KM) TO RUNWAY 9/27.  TURN RIGHT, WEST-NORTHWEST, FOR 0.4 MI (0.6 KM)
 AI5955'TO THE STATION ON THE RIGHT, JUST BEFORE THE RUNUP RAMP. NEAR THE END
 AI5955'OF RUNWAY 9
 AI5955'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 AI5955'POST FLUSH WITH THE GROUND.  IT IS 70.0 M (229.7 FT) NORTH FROM THE
 AI5955'EDGE OF PAVEMENT FOR RUNWAY 9/27, 65.4 M (214.6 FT) NORTHEAST FROM THE
 AI5955'TOP CENTER OF SIGN--A2--, 42.8 M (140.4 FT) SOUTH FROM THE NORTHERN
 AI5955'BOUNDARY FENCE, 32.6 M (107.0 FT) EAST FROM THE CENTER LINE OF RAMP
 AI5955'A/2, 26.3 M (86.3 FT) EAST-NORTHEAST FROM THE TOP CENTER OF A 18-INCH
 AI5955'PLASTIC CULVERT, 22.2 M (72.8 FT) EAST-SOUTHEAST FROM THE CENTER OF
 AI5955'SIGN--A2/27-9 AND ABOUT THE SAME LEVEL AS THE RUNWAY.  THIS STATION IS
 AI5955'DESIGNATED A SECONDARY AIRPORT CONTROL STATION FOR THE ANA PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5954 ***********************************************************************
 AI5954  PACS        -  This is a Primary Airport Control Station.
 AI5954  DESIGNATION -  20V C
 AI5954  PID         -  AI5954
 AI5954  STATE/COUNTY-  CO/GRAND
 AI5954  USGS QUAD   -  JUNCTION BUTTE (1980)
 AI5954
 AI5954                         *CURRENT SURVEY CONTROL
 AI5954  ___________________________________________________________________
 AI5954* NAD 83(1992)-  40 03 15.48271(N)    106 22 12.24024(W)     ADJUSTED  
 AI5954* NAVD 88     -      2256.64   (meters)    7403.7    (feet)  GPS OBS   
 AI5954  ___________________________________________________________________
 AI5954  X           -  -1,378,353.049 (meters)                     COMP
 AI5954  Y           -  -4,692,291.190 (meters)                     COMP
 AI5954  Z           -   4,084,046.395 (meters)                     COMP
 AI5954  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 AI5954  ELLIP HEIGHT-        2243.86  (meters)          (10/21/02) GPS OBS
 AI5954  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 AI5954
 AI5954  HORZ ORDER  -  B
 AI5954  ELLP ORDER  -  FIFTH     CLASS I
 AI5954
 AI5954.This mark is at Mc Elroy Airfield Airport (20V)
 AI5954
 AI5954.The horizontal coordinates were established by GPS observations
 AI5954.and adjusted by the National Geodetic Survey in June 2000..
 AI5954
 AI5954.The orthometric height was determined by GPS observations and a
 AI5954.high-resolution geoid model.
 AI5954
 AI5954.GPS derived orthometric heights for airport stations designated as
 AI5954.PACS or SACS are published to 2 decimal places.  This maintains
 AI5954.centimeter relative accuracy between the PACS and SACS.  It does
 AI5954.not indicate centimeter accuracy relative to other marks which are
 AI5954.part of the NAVD 88 network.
 AI5954
 AI5954.Photographs are available for this station.
 AI5954
 AI5954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5954
 AI5954.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5954
 AI5954.The ellipsoidal height was determined by GPS observations
 AI5954.and is referenced to NAD 83.
 AI5954
 AI5954.The geoid height was determined by GEOID03.
 AI5954
 AI5954;                    North         East     Units Scale Factor Converg.
 AI5954;SPC CO N     -   385,213.747   840,166.321   MT  0.99996269   -0 33 43.8
 AI5954;SPC CO N     - 1,263,822.10  2,756,445.67   sFT  0.99996269   -0 33 43.8
 AI5954;UTM  13      - 4,434,683.285   383,142.266   MT  0.99976811   -0 52 54.3
 AI5954
 AI5954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5954!SPC CO N     -   0.99964811  x   0.99996269  =   0.99961082
 AI5954!UTM  13      -   0.99964811  x   0.99976811  =   0.99941630
 AI5954
 AI5954|---------------------------------------------------------------------|
 AI5954| PID    Reference Object                     Distance      Geod. Az  |
 AI5954|                                                           dddmmss.s |
 AI5954| LM0207 J 297                               177.474 METERS 34158     |
 AI5954|---------------------------------------------------------------------|
 AI5954
 AI5954                          SUPERSEDED SURVEY CONTROL
 AI5954
 AI5954  ELLIP H (06/30/00) 2243.84   (m)                       GP(       ) 1 1
 AI5954
 AI5954.Superseded values are not recommended for survey control.
 AI5954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5954.See file dsdata.txt to determine how the superseded data were derived.
 AI5954
 AI5954_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE8314234683(NAD 83)
 AI5954_MARKER: I = METAL ROD
 AI5954_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI5954_STAMPING: 20V C 1999
 AI5954_MARK LOGO: NGS   
 AI5954_PROJECTION: FLUSH
 AI5954_MAGNETIC: I = MARKER IS A STEEL ROD
 AI5954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5954+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5954_ROD/PIPE-DEPTH: 3.2  meters
 AI5954_SLEEVE-DEPTH  : 0.9 meters
 AI5954
 AI5954  HISTORY     - Date     Condition        Report By
 AI5954  HISTORY     - 1999     MONUMENTED       NGS
 AI5954
 AI5954                          STATION DESCRIPTION
 AI5954
 AI5954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5954'THE STATION IS LOCATED ABOUT 3.7 MI (6.0 KM) WEST-SOUTHWEST OF
 AI5954'TROUBLESOME, 1 MI (1.6 KM) EAST OF KREMMLING AND AT THE MCELROY
 AI5954'AIRFIELD IN KREMMLING, IN THE NORTHWEST 1/4 OF SECTION 16, T 1 N, R 80
 AI5954'W.  ACCESS TO THE AIRPORT IS NOT CONTROLLED.  PERMISSION TO USE THIS
 AI5954'STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER. OWNERSHIP--MCELROY
 AI5954'FIELD, KREMMLING AIRPORT, P.O.  BOX 264, HOT SULPHUR SPRING, CO 80451.
 AI5954'COUNTY MANAGER--LURLINE CURRAN, TELEPHONE--970-725-3347
 AI5954'TO REACH THE STATION FROM THE POST OFFICE IN KREMMLING, GO EAST ON U.
 AI5954'S.  HIGHWAY 40 FOR 0.8 MI (1.3 KM) TO A SIDE ROAD RIGHT, ENTRANCE TO
 AI5954'THE AIRPORT.  TURN RIGHT, SOUTHEAST, FOR 0.15 MI (0.24 KM) ON COUNTY
 AI5954'ROAD 384 TO TERMINAL.  CONTACT THE AIRPORT MANAGER OR TERMINAL OFFICE
 AI5954'FOR ACCESS TO THE FLIGHT OPERATIONS AREA.  FROM THE TERMINAL RAMP IN
 AI5954'FROM OF THE TERMINAL, GO SOUTH-SOUTHWEST, ON RAMP A/3 FOR 0.075 MI
 AI5954'(0.121 KM) TO THE STATION ON THE LEFT
 AI5954'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 3.2 M (10.5 FT) LONG
 AI5954'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 0.9 M (3.0 FT)
 AI5954'LONG GREASED PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID,
 AI5954'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 63.1 M
 AI5954'(207.0 FT) NORTHEAST FROM THE CENTER OF SIGN A/3, 60.2 M (197.5 FT)
 AI5954'NORTH FROM THE EDGE OF PAVEMENT FOR THE RUNWAY 9/27, 53.8 M(176.5 FT)
 AI5954'EAST FROM THE CENTER LINE FOR TAXIWAY A/3, 42.3 M (138.8 FT) EAST FROM
 AI5954'A SIGN --A3 27-9--, 16.1 M (52.8 FT) SOUTH FROM THE SOUTHERN EDGE OF
 AI5954'PAVEMENT FOR A PARKING PAD AND 0.7 M (2.3 FT) NORTH FROM A WITNESS
 AI5954'POST.  THIS STATION IS DESIGNATED A PRIMARY AIRPORT CONTROL STATION
 AI5954'FOR THE ANA PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0990 ***********************************************************************
 JK0990  DESIGNATION -  21
 JK0990  PID         -  JK0990
 JK0990  STATE/COUNTY-  CO/PUEBLO
 JK0990  USGS QUAD   -  HANOVER SE (1973)
 JK0990
 JK0990                         *CURRENT SURVEY CONTROL
 JK0990  ___________________________________________________________________
 JK0990* NAD 83(1992)-  38 30 28.80378(N)    104 18 28.54963(W)     ADJUSTED  
 JK0990* NAVD 88     -      1566.20   (+/-2cm)    5138.4    (feet)  VERTCON   
 JK0990  ___________________________________________________________________
 JK0990  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 JK0990  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 JK0990
 JK0990  HORZ ORDER  -  SECOND
 JK0990  VERT ORDER  -  THIRD ? (See Below)
 JK0990
 JK0990.The horizontal coordinates were established by classical geodetic methods
 JK0990.and adjusted by the National Geodetic Survey in January 1993..
 JK0990
 JK0990.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK0990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK0990.The vertical order pertains to the NGVD 29 superseded value.
 JK0990
 JK0990.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0990
 JK0990.The geoid height was determined by GEOID03.
 JK0990
 JK0990;                    North         East     Units Scale Factor Converg.
 JK0990;SPC CO S     -   509,830.843 1,018,376.532   MT  1.00001448   +0 43 52.3
 JK0990;SPC CO S     - 1,672,670.02  3,341,123.67   sFT  1.00001448   +0 43 52.3
 JK0990;UTM  13      - 4,262,408.142   560,340.650   MT  0.99964484   +0 25 51.3
 JK0990
 JK0990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0990!SPC CO S     -   0.99975742  x   1.00001448  =   0.99977190
 JK0990!UTM  13      -   0.99975742  x   0.99964484  =   0.99940235
 JK0990
 JK0990:                Primary Azimuth Mark                     Grid Az
 JK0990:SPC CO S     -  21D                                      119 29 06.6
 JK0990:UTM  13      -  21D                                      119 47 07.6
 JK0990
 JK0990|---------------------------------------------------------------------|
 JK0990| PID    Reference Object                     Distance      Geod. Az  |
 JK0990|                                                           dddmmss.s |
 JK0990| JK0989 21D                                 APPROX. 0.8 KM 1201258.9 |
 JK0990|---------------------------------------------------------------------|
 JK0990
 JK0990                          SUPERSEDED SURVEY CONTROL
 JK0990
 JK0990  NAD 83(1986)-  38 30 28.79172(N)    104 18 28.54585(W) AD(       ) 2
 JK0990  NAD 27      -  38 30 28.80471(N)    104 18 26.66907(W) AD(       ) 2
 JK0990  NGVD 29 (07/19/86) 1565.32   (m)         5135.6    (f) LEVELING    3  
 JK0990
 JK0990.Superseded values are not recommended for survey control.
 JK0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0990.See file dsdata.txt to determine how the superseded data were derived.
 JK0990
 JK0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6034162408(NAD 83)
 JK0990
 JK0990  HISTORY     - Date     Condition        Report By
 JK0990  HISTORY     - UNK      MONUMENTED
 JK0990  HISTORY     - 1976     GOOD             NGS
 JK0990
 JK0990                          STATION DESCRIPTION
 JK0990
 JK0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JK0990'STATION IS LOCATED ON LAND OCCUPIED BY THE FEDERAL TRANSPORTATION
 JK0990'GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES NORTHEAST OF
 JK0990'PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS ABOUT 5 MILES
 JK0990'NORTH OF THE FEDERAL HEADQUARTERS BUILDING, 1-1/2 MILES NORTH OF
 JK0990'THE NORTHEAST LIMB OF THE HIGH SPEED TEST TRACK, IN A LOW OPEN
 JK0990'AREA.
 JK0990'
 JK0990'STATION IS A STANDARD TRAVERSE STATION MARK DISK, CLAMPED
 JK0990'TO THE TOP OF A COPPER COVERED ROD DRIVEN TO REFUSAL INTO THE
 JK0990'GROUND, SURROUNDED BY A 4-INCH TILE.  DISK PROJECTS ABOUT 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0073 ***********************************************************************
 KL0073  DESIGNATION -  21 G
 KL0073  PID         -  KL0073
 KL0073  STATE/COUNTY-  CO/GRAND
 KL0073  USGS QUAD   -  KING CREEK (1987)
 KL0073
 KL0073                         *CURRENT SURVEY CONTROL
 KL0073  ___________________________________________________________________
 KL0073* NAD 83(1986)-  39 56 54.     (N)    106 20 43.     (W)     SCALED    
 KL0073* NAVD 88     -      2359.538  (meters)    7741.25   (feet)  ADJUSTED  
 KL0073  ___________________________________________________________________
 KL0073  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 KL0073  DYNAMIC HT  -        2356.939 (meters)    7732.72  (feet)  COMP
 KL0073  MODELED GRAV-     979,439.7   (mgal)                       NAVD 88
 KL0073
 KL0073  VERT ORDER  -  SECOND    CLASS 0
 KL0073
 KL0073.The horizontal coordinates were scaled from a topographic map and have
 KL0073.an estimated accuracy of +/- 6 seconds.
 KL0073
 KL0073.The orthometric height was determined by differential leveling
 KL0073.and adjusted by the National Geodetic Survey in June 1991..
 KL0073
 KL0073.The geoid height was determined by GEOID03.
 KL0073
 KL0073.The dynamic height is computed by dividing the NAVD 88
 KL0073.geopotential number by the normal gravity value computed on the
 KL0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0073.degrees latitude (g = 980.6199 gals.).
 KL0073
 KL0073.The modeled gravity was interpolated from observed gravity values.
 KL0073
 KL0073;                    North         East    Units  Estimated Accuracy
 KL0073;SPC CO N     -   373,430.      842,170.      MT  (+/- 180 meters Scaled)
 KL0073
 KL0073                          SUPERSEDED SURVEY CONTROL
 KL0073
 KL0073  NGVD 29 (??/??/92) 2358.176  (m)         7736.78   (f) ADJ UNCH    2 0
 KL0073
 KL0073.Superseded values are not recommended for survey control.
 KL0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0073.See file dsdata.txt to determine how the superseded data were derived.
 KL0073
 KL0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCE850228(NAD 83)
 KL0073_MARKER: DD = SURVEY DISK
 KL0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0073_STAMPING: 21 G 1930 7739
 KL0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0073+STABILITY: SURFACE MOTION
 KL0073
 KL0073  HISTORY     - Date     Condition        Report By
 KL0073  HISTORY     - 1930     MONUMENTED       USGS
 KL0073  HISTORY     - 1951     GOOD             NGS
 KL0073
 KL0073                          STATION DESCRIPTION
 KL0073
 KL0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KL0073'9.1 MI SE FROM KREMMLING.
 KL0073'9.1 MILES SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 KL0073'KREMMLING, 0.3 MILE NORTHWEST OF THE NORTHWEST END OF A BARE ROCKY
 KL0073'RIDGE, 0.15 MILE SOUTHWEST OF AN ABANDONED RANCH HOUSE, 44 FEET
 KL0073'NORTHEAST OF A FENCE, 22 FEET NORTHEAST OF THE CENTER LINE OF THE
 KL0073'HIGHWAY, 1.3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 KL0073'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0574 ***********************************************************************
 KJ0574  DESIGNATION -  21 GDD
 KJ0574  PID         -  KJ0574
 KJ0574  STATE/COUNTY-  CO/LINCOLN
 KJ0574  USGS QUAD   -  THURMAN (1977)
 KJ0574
 KJ0574                         *CURRENT SURVEY CONTROL
 KJ0574  ___________________________________________________________________
 KJ0574* NAD 83(1986)-  39 31 15.     (N)    103 12 42.     (W)     SCALED    
 KJ0574* NAVD 88     -      1519.798  (meters)    4986.20   (feet)  ADJUSTED  
 KJ0574  ___________________________________________________________________
 KJ0574  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 KJ0574  DYNAMIC HT  -        1518.410 (meters)    4981.65  (feet)  COMP
 KJ0574  MODELED GRAV-     979,660.2   (mgal)                       NAVD 88
 KJ0574
 KJ0574  VERT ORDER  -  THIRD
 KJ0574
 KJ0574.The horizontal coordinates were scaled from a topographic map and have
 KJ0574.an estimated accuracy of +/- 6 seconds.
 KJ0574
 KJ0574.The orthometric height was determined by differential leveling
 KJ0574.and adjusted by the National Geodetic Survey in June 1991..
 KJ0574
 KJ0574.The geoid height was determined by GEOID03.
 KJ0574
 KJ0574.The dynamic height is computed by dividing the NAVD 88
 KJ0574.geopotential number by the normal gravity value computed on the
 KJ0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0574.degrees latitude (g = 980.6199 gals.).
 KJ0574
 KJ0574.The modeled gravity was interpolated from observed gravity values.
 KJ0574
 KJ0574;                    North         East    Units  Estimated Accuracy
 KJ0574;SPC CO C     -   494,610.    1,111,140.      MT  (+/- 180 meters Scaled)
 KJ0574
 KJ0574                          SUPERSEDED SURVEY CONTROL
 KJ0574
 KJ0574.No superseded survey control is available for this station.
 KJ0574
 KJ0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD537761(NAD 83)
 KJ0574_MARKER: DB = BENCH MARK DISK
 KJ0574_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KJ0574_SP_SET: COPPER-CLAD STEEL ROD
 KJ0574_STAMPING: GDD 21 1972
 KJ0574_MARK LOGO: USGS  
 KJ0574_PROJECTION: FLUSH
 KJ0574_MAGNETIC: I = MARKER IS A STEEL ROD
 KJ0574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KJ0574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0574+SATELLITE: SATELLITE OBSERVATIONS - 1972
 KJ0574_ROD/PIPE-DEPTH: 6.71 meters
 KJ0574
 KJ0574  HISTORY     - Date     Condition        Report By
 KJ0574  HISTORY     - 1972     MONUMENTED       USGS
 KJ0574
 KJ0574                          STATION DESCRIPTION
 KJ0574
 KJ0574'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KJ0574'FROM THE U.S. POST OFFICE AT ANTON, COLORADO, PROCEED 12.1 MILES SOUTH
 KJ0574'ALONG A PAVED ROAD, THENCE 0.3 MILE EAST AND 3.2 MILES SOUTH ALONG A
 KJ0574'GRAVELED ROAD TO A GATE ON THE EAST RIGHT OF WAY FENCE, 34 FEET SOUTH
 KJ0574'AND 33 FEET WEST OF THE CENTER OF THE ROAD AT THE GATE, 2 FEET
 KJ0574'SOUTHEAST OF AN IRON WITNESS POST, LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4304 ***********************************************************************
 AE4304  DESIGNATION -  21 HA
 AE4304  PID         -  AE4304
 AE4304  STATE/COUNTY-  CO/EL PASO
 AE4304  USGS QUAD   -  FOUNTAIN NE (1961)
 AE4304
 AE4304                         *CURRENT SURVEY CONTROL
 AE4304  ___________________________________________________________________
 AE4304* NAD 83(1992)-  38 41 38.05806(N)    104 36 31.63021(W)     ADJUSTED  
 AE4304* NAVD 88     -      1717.6    (meters)    5635.     (feet)  GPS OBS   
 AE4304  ___________________________________________________________________
 AE4304  X           -  -1,257,549.495 (meters)                     COMP
 AE4304  Y           -  -4,824,773.628 (meters)                     COMP
 AE4304  Z           -   3,966,914.551 (meters)                     COMP
 AE4304  LAPLACE CORR-          -7.35  (seconds)                    DEFLEC99
 AE4304  ELLIP HEIGHT-        1699.16  (meters)          (12/03/02) GPS OBS
 AE4304  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 AE4304
 AE4304  HORZ ORDER  -  FIRST
 AE4304  ELLP ORDER  -  FOURTH    CLASS II
 AE4304
 AE4304.The horizontal coordinates were established by GPS observations
 AE4304.and adjusted by the National Geodetic Survey in October 1997..
 AE4304
 AE4304.The orthometric height was determined by GPS observations and a
 AE4304.high-resolution geoid model.
 AE4304
 AE4304.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4304
 AE4304.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4304
 AE4304.The ellipsoidal height was determined by GPS observations
 AE4304.and is referenced to NAD 83.
 AE4304
 AE4304.The geoid height was determined by GEOID03.
 AE4304
 AE4304;                    North         East     Units Scale Factor Converg.
 AE4304;SPC CO C     -   400,710.512   991,931.741   MT  0.99996100   +0 33 43.5
 AE4304;SPC CO C     - 1,314,664.40  3,254,362.72   sFT  0.99996100   +0 33 43.5
 AE4304;UTM  13      - 4,282,882.399   534,021.422   MT  0.99961425   +0 14 40.5
 AE4304
 AE4304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4304!SPC CO C     -   0.99973347  x   0.99996100  =   0.99969448
 AE4304!UTM  13      -   0.99973347  x   0.99961425  =   0.99934782
 AE4304
 AE4304                          SUPERSEDED SURVEY CONTROL
 AE4304
 AE4304  ELLIP H (10/31/97) 1699.17   (m)                       GP(       ) 4 1
 AE4304
 AE4304.Superseded values are not recommended for survey control.
 AE4304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4304.See file dsdata.txt to determine how the superseded data were derived.
 AE4304
 AE4304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC3402182882(NAD 83)
 AE4304_MARKER: DB = BENCH MARK DISK
 AE4304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4304_STAMPING: 21 HA 1947
 AE4304_MARK LOGO: USGS  
 AE4304_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE4304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4304+STABILITY: SURFACE MOTION
 AE4304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4304+SATELLITE: SATELLITE OBSERVATIONS - 1947
 AE4304
 AE4304  HISTORY     - Date     Condition        Report By
 AE4304  HISTORY     - 1947     MONUMENTED       USGS
 AE4304
 AE4304                          STATION DESCRIPTION
 AE4304
 AE4304'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (HA)
 AE4304'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTHWEST OF FALCON AIR
 AE4304'FORCE BASE, 6 MI (9.7 KM) EAST-SOUTHEAST OF WIDEFIELD AND 5 MI (8.0
 AE4304'KM) EAST OF FOUNTAIN, IN THE NORTHWEST 1/4 OF SECTION 6, T 16 S, R 64
 AE4304'W.  OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY  TO REACH THE STATION FROM THE
 AE4304'INTERSECTION OF THE PEYTON HIGHWAY AND SQUIRREL CREEK ROAD, GO WEST
 AE4304'FOR 8.2 MI (13.2 KM) ON SQUIRREL CREEK ROAD TO THE STATION ON THE
 AE4304'LEFT, SOUTH SIDE OF THE ROAD  THE MARK IS A STANDARD DISK SET IN A 15
 AE4304'CM SQUARE CONCRETE POST, PROJECTING 2 CM ABOVE THE GROUND.  A MAGNET
 AE4304'WAS LEFT NEXT TO THE MARK.  IT IS 24.1 M (79.1 FT) SOUTH-SOUTHEAST
 AE4304'FROM THE CENTER OF A GATE TO A FIELD ROAD, 16.2 M (53.1 FT) SOUTHEAST
 AE4304'FROM SECTION CORNER 46Z1, 14.8 M (48.6 FT) EAST FROM THE CENTER OF A
 AE4304'FIELD GATE TO TRACK ROAD GOING SOUTH, 9.4 M (30.8 FT) SOUTH FROM THE
 AE4304'CENTER LINE OF SQUIRREL CREEK ROAD, 0.4 M (1.3 FT) NORTH FROM A
 AE4304'WITNESS POST AND FENCE LINE AND ABOUT 70 CM BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4832 ***********************************************************************
 AE4832  DESIGNATION -  21 KEE
 AE4832  PID         -  AE4832
 AE4832  STATE/COUNTY-  CO/PROWERS
 AE4832  USGS QUAD   -  TWO BUTTE SPRINGS (1966)
 AE4832
 AE4832                         *CURRENT SURVEY CONTROL
 AE4832  ___________________________________________________________________
 AE4832* NAD 83(1986)-  37 47 17.     (N)    102 07 45.     (W)     SCALED    
 AE4832* NAVD 88     -      1139.660  (meters)    3739.03   (feet)  ADJUSTED  
 AE4832  ___________________________________________________________________
 AE4832  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AE4832  DYNAMIC HT  -        1138.550 (meters)    3735.39  (feet)  COMP
 AE4832  MODELED GRAV-     979,616.9   (mgal)                       NAVD 88
 AE4832
 AE4832  VERT ORDER  -  FIRST     CLASS II
 AE4832
 AE4832.The horizontal coordinates were scaled from a topographic map and have
 AE4832.an estimated accuracy of +/- 6 seconds.
 AE4832
 AE4832.The orthometric height was determined by differential leveling
 AE4832.and adjusted by the National Geodetic Survey in July 2002..
 AE4832
 AE4832.The geoid height was determined by GEOID03.
 AE4832
 AE4832.The dynamic height is computed by dividing the NAVD 88
 AE4832.geopotential number by the normal gravity value computed on the
 AE4832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4832.degrees latitude (g = 980.6199 gals.).
 AE4832
 AE4832.The modeled gravity was interpolated from observed gravity values.
 AE4832
 AE4832;                    North         East    Units  Estimated Accuracy
 AE4832;SPC CO S     -   434,610.    1,211,240.      MT  (+/- 180 meters Scaled)
 AE4832
 AE4832                          SUPERSEDED SURVEY CONTROL
 AE4832
 AE4832.No superseded survey control is available for this station.
 AE4832
 AE4832_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB528861(NAD 83)
 AE4832_MARKER: DE = TRAVERSE STATION DISK
 AE4832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4832_STAMPING: 21 KEE 1964
 AE4832_MARK LOGO: USGS  
 AE4832_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4832+STABILITY: SURFACE MOTION
 AE4832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4832+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1997
 AE4832
 AE4832  HISTORY     - Date     Condition        Report By
 AE4832  HISTORY     - 1964     MONUMENTED       USGS
 AE4832  HISTORY     - 19971004 GOOD             NGS
 AE4832
 AE4832                          STATION DESCRIPTION
 AE4832
 AE4832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4832'29.6 KM (18.40 MI) SOUTHERLY ALONG STATE HIGHWAY 89 FROM THE JUNCTION
 AE4832'OF U.S.  HIGHWAY 50 IN HOLLY, 21.7 M (71.2 FT) SOUTHWEST OF THE
 AE4832'SOUTHWEST CORNER OF A HOUSE, 21.1 M (69.2 FT) EAST OF THE HIGHWAY
 AE4832'CENTERLINE, 12.0 M (39.4 FT) SOUTH OF THE CENTER OF A DRIVEWAY LEADING
 AE4832'TO A GARAGE, 5.1 M (16.7 FT) EAST OF A FENCE CORNER AND AN UNDERGROUND
 AE4832'CABLE JUNCTION BOX, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE,
 AE4832'AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4823 ***********************************************************************
 AB4823  DESIGNATION -  21 WF
 AB4823  PID         -  AB4823
 AB4823  STATE/COUNTY-  CO/LOGAN
 AB4823  USGS QUAD   -  UHLER RANCH (1962)
 AB4823
 AB4823                         *CURRENT SURVEY CONTROL
 AB4823  ___________________________________________________________________
 AB4823* NAD 83(1992)-  40 43 41.77538(N)    102 56 24.43785(W)     ADJUSTED  
 AB4823* NAVD 88     -      1248.7    (meters)    4097.     (feet)  GPS OBS   
 AB4823  ___________________________________________________________________
 AB4823  X           -  -1,084,117.318 (meters)                     COMP
 AB4823  Y           -  -4,718,319.492 (meters)                     COMP
 AB4823  Z           -   4,140,404.056 (meters)                     COMP
 AB4823  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 AB4823  ELLIP HEIGHT-        1228.75  (meters)          (12/03/02) GPS OBS
 AB4823  GEOID HEIGHT-         -19.96  (meters)                     GEOID03
 AB4823
 AB4823  HORZ ORDER  -  FIRST
 AB4823  ELLP ORDER  -  FOURTH    CLASS II
 AB4823
 AB4823.The horizontal coordinates were established by GPS observations
 AB4823.and adjusted by the National Geodetic Survey in July 1996..
 AB4823
 AB4823.The orthometric height was determined by GPS observations and a
 AB4823.high-resolution geoid model.
 AB4823
 AB4823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4823
 AB4823.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4823
 AB4823.The ellipsoidal height was determined by GPS observations
 AB4823.and is referenced to NAD 83.
 AB4823
 AB4823.The geoid height was determined by GEOID03.
 AB4823
 AB4823;                    North         East     Units Scale Factor Converg.
 AB4823;SPC CO N     -   462,807.322 1,130,627.889   MT  0.99999153   +1 39 14.5
 AB4823;SPC CO N     - 1,518,393.69  3,709,401.67   sFT  0.99999153   +1 39 14.5
 AB4823;UTM  13      - 4,510,634.008   673,954.081   MT  0.99997247   +1 20 39.7
 AB4823
 AB4823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4823!SPC CO N     -   0.99980729  x   0.99999153  =   0.99979882
 AB4823!UTM  13      -   0.99980729  x   0.99997247  =   0.99977976
 AB4823
 AB4823                          SUPERSEDED SURVEY CONTROL
 AB4823
 AB4823  ELLIP H (10/08/96) 1228.78   (m)                       GP(       ) 1 1
 AB4823  ELLIP H (07/08/96) 1229.02   (m)                       GP(       ) 1 1
 AB4823
 AB4823.Superseded values are not recommended for survey control.
 AB4823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4823.See file dsdata.txt to determine how the superseded data were derived.
 AB4823
 AB4823_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF7395410634(NAD 83)
 AB4823_MARKER: DB = BENCH MARK DISK
 AB4823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4823_STAMPING: 21 WF 1948
 AB4823_MARK LOGO: USGS  
 AB4823_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4823+STABILITY: SURFACE MOTION
 AB4823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4823+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4823
 AB4823  HISTORY     - Date     Condition        Report By
 AB4823  HISTORY     - 1948     MONUMENTED       USGS
 AB4823  HISTORY     - 1995     GOOD             CODOT
 AB4823
 AB4823                          STATION DESCRIPTION
 AB4823
 AB4823'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1995
 AB4823'STATION IS LOCATED ABOUT 5.5 MILES (8.9 KM) SOUTH OF PROCTOR, IN THE
 AB4823'NE 1/4 OF SEC. 28, T. 9 N., R. 50 W.  TO REACH FROM EXIT 141 ON
 AB4823'I-76, GO SOUTH ON COUNTY ROAD 67 FOR 2.8 MILES (4.5 KM) (FROM THE
 AB4823'CENTERLINE OF I-76) TO THE STATION ON THE RIGHT (WEST).  STATION MARK
 AB4823'IS A BRASS DISK SET IN A CONCRETE POST, 46 FT (14.0 M) SOUTH OF A T
 AB4823'FENCE INTERSECTION ON THE EAST SIDE OF THE ROAD, 4 FT (1.2 M) SOUTH OF
 AB4823'A FIBERGLASS WITNESS POST (NOAA).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0702 ***********************************************************************
 KK0702  DESIGNATION -  217
 KK0702  PID         -  KK0702
 KK0702  STATE/COUNTY-  CO/JEFFERSON
 KK0702  USGS QUAD   -  PLATTE CANYON (1994)
 KK0702
 KK0702                         *CURRENT SURVEY CONTROL
 KK0702  ___________________________________________________________________
 KK0702* NAD 83(1986)-  39 26 08.     (N)    105 14 12.     (W)     SCALED    
 KK0702* NAVD 88     -      1959.640  (meters)    6429.25   (feet)  POSTED    
 KK0702  ___________________________________________________________________
 KK0702  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 KK0702  DYNAMIC HT  -        1957.600 (meters)    6422.56  (feet)  COMP
 KK0702  MODELED GRAV-     979,513.6   (mgal)                       NAVD 88
 KK0702
 KK0702  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0702
 KK0702.The horizontal coordinates were scaled from a topographic map and have
 KK0702.an estimated accuracy of +/- 6 seconds.
 KK0702
 KK0702.The orthometric height was determined by differential leveling
 KK0702.and adjusted by the National Geodetic Survey in 1992..
 KK0702.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0702.rate of 0.0 thru 1.0 mm/km.
 KK0702
 KK0702.The geoid height was determined by GEOID03.
 KK0702
 KK0702.The dynamic height is computed by dividing the NAVD 88
 KK0702.geopotential number by the normal gravity value computed on the
 KK0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0702.degrees latitude (g = 980.6199 gals.).
 KK0702
 KK0702.The modeled gravity was interpolated from observed gravity values.
 KK0702
 KK0702;                    North         East    Units  Estimated Accuracy
 KK0702;SPC CO C     -   482,690.      937,070.      MT  (+/- 180 meters Scaled)
 KK0702
 KK0702                          SUPERSEDED SURVEY CONTROL
 KK0702
 KK0702  NGVD 29 (??/??/92) 1958.542  (m)         6425.65   (f) ADJ UNCH    1 2
 KK0702
 KK0702.Superseded values are not recommended for survey control.
 KK0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0702.See file dsdata.txt to determine how the superseded data were derived.
 KK0702
 KK0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD796651(NAD 83)
 KK0702_MARKER: DD = SURVEY DISK
 KK0702_SETTING: 80 = SET IN A BOULDER
 KK0702_STAMPING: 217 1930
 KK0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0702+STABILITY: SURFACE MOTION
 KK0702
 KK0702  HISTORY     - Date     Condition        Report By
 KK0702  HISTORY     - 1930     MONUMENTED       DMWW
 KK0702  HISTORY     - 1951     GOOD             NGS
 KK0702  HISTORY     - 1955     GOOD             NGS
 KK0702  HISTORY     - 19890927 MARK NOT FOUND   NGS
 KK0702
 KK0702                          STATION DESCRIPTION
 KK0702
 KK0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0702'4.3 MI NE FROM BUFFALO CREEK.
 KK0702'4.3 MILES NORTHEAST ALONG THE ABANDONED COLORADO AND SOUTHERN
 KK0702'RAILROAD FROM THE POST OFFICE AT BUFFALO CREEK, 0.95 MILE NORTH OF
 KK0702'THE POST OFFICE AT FOXTON, 16 FEET NORTHEAST OF THE NORTH CORNER
 KK0702'OF A SMALL WOODEN BRIDGE OVER CASTO CREEK, AT A POINT WHERE IT
 KK0702'FLOWS INTO THE NORTH FORK OF THE SOUTH PLATTE RIVER, 17 FEET
 KK0702'NORTHWEST OF THE CENTER LINE OF THE OLD RAILROAD GRADE, 1 FOOT
 KK0702'ABOVE THE GROUND, 14.5 FEET NORTHEAST OF BENCH MARK 6425 (U.S.G.S.),
 KK0702'SET IN THE TOP OF A GRANITE BOULDER.
 KK0702
 KK0702                          STATION RECOVERY (1955)
 KK0702
 KK0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0702'RECOVERED IN GOOD CONDITION.
 KK0702
 KK0702                          STATION RECOVERY (1989)
 KK0702
 KK0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KK0702'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0989 ***********************************************************************
 JK0989  DESIGNATION -  21D
 JK0989  PID         -  JK0989
 JK0989  STATE/COUNTY-  CO/PUEBLO
 JK0989  USGS QUAD   -  HANOVER SE (1973)
 JK0989
 JK0989                         *CURRENT SURVEY CONTROL
 JK0989  ___________________________________________________________________
 JK0989* NAD 83(1992)-  38 30 15.71151(N)    104 17 59.94360(W)     ADJUSTED  
 JK0989* NAVD 88     -      1569.38   (+/-2cm)    5148.9    (feet)  VERTCON   
 JK0989  ___________________________________________________________________
 JK0989  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 JK0989  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 JK0989
 JK0989  HORZ ORDER  -  SECOND
 JK0989  VERT ORDER  -  THIRD ? (See Below)
 JK0989
 JK0989.The horizontal coordinates were established by classical geodetic methods
 JK0989.and adjusted by the National Geodetic Survey in January 1993..
 JK0989
 JK0989.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK0989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK0989.The vertical order pertains to the NGVD 29 superseded value.
 JK0989
 JK0989.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0989
 JK0989.The geoid height was determined by GEOID03.
 JK0989
 JK0989;                    North         East     Units Scale Factor Converg.
 JK0989;SPC CO S     -   509,436.044 1,019,074.757   MT  1.00001374   +0 44 09.8
 JK0989;SPC CO S     - 1,671,374.75  3,343,414.43   sFT  1.00001374   +0 44 09.8
 JK0989;UTM  13      - 4,262,009.837   561,036.539   MT  0.99964588   +0 26 09.0
 JK0989
 JK0989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0989!SPC CO S     -   0.99975693  x   1.00001374  =   0.99977066
 JK0989!UTM  13      -   0.99975693  x   0.99964588  =   0.99940289
 JK0989
 JK0989:                Primary Azimuth Mark                     Grid Az
 JK0989:SPC CO S     -  22                                       129 08 10.5
 JK0989:UTM  13      -  22                                       129 26 11.3
 JK0989
 JK0989|---------------------------------------------------------------------|
 JK0989| PID    Reference Object                     Distance      Geod. Az  |
 JK0989|                                                           dddmmss.s |
 JK0989| JK1051 22                                  APPROX. 0.8 KM 1295220.3 |
 JK0989|---------------------------------------------------------------------|
 JK0989
 JK0989                          SUPERSEDED SURVEY CONTROL
 JK0989
 JK0989  NAD 83(1986)-  38 30 15.69953(N)    104 17 59.93983(W) AD(       ) 2
 JK0989  NAD 27      -  38 30 15.71239(N)    104 17 58.06373(W) AD(       ) 2
 JK0989  NGVD 29 (07/19/86) 1568.50   (m)         5146.0    (f) LEVELING    3  
 JK0989
 JK0989.Superseded values are not recommended for survey control.
 JK0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0989.See file dsdata.txt to determine how the superseded data were derived.
 JK0989
 JK0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6103762010(NAD 83)
 JK0989
 JK0989  HISTORY     - Date     Condition        Report By
 JK0989  HISTORY     - UNK      MONUMENTED
 JK0989  HISTORY     - 1976     GOOD             NGS
 JK0989
 JK0989                          STATION DESCRIPTION
 JK0989
 JK0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JK0989'STATION IS LOCATED ON LAND OCCUPIED BY THE FEDERAL TRANSPORTATION
 JK0989'GROUND HIGH SPEED TEST TRACK WHICH IS LOCATED ABOUT 21 MILES
 JK0989'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS
 JK0989'4.8 MILES NORTH OF THE FEDERAL HEADQUARTERS BUILDING, 1 MILE NORTH
 JK0989'OF THE NORTHEAST LIMB OF THE HIGH SPEED TRACK, ON A SLIGHT RISE
 JK0989'IN OPEN COUNTRY.
 JK0989'
 JK0989'STATION IS A STANDARD TRAVERSE STATION DISK, CLAMPED TO
 JK0989'THE TOP OF A COPPER COVERED ROD DRIVEN TO REFUSAL INTO THE GROUND,
 JK0989'SURROUNDED BY A 4-INCH TILE.  DISK PROJECTS ABOUT 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1051 ***********************************************************************
 JK1051  DESIGNATION -  22
 JK1051  PID         -  JK1051
 JK1051  STATE/COUNTY-  CO/PUEBLO
 JK1051  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1051
 JK1051                         *CURRENT SURVEY CONTROL
 JK1051  ___________________________________________________________________
 JK1051* NAD 83(1992)-  38 29 59.63285(N)    104 17 35.45016(W)     ADJUSTED  
 JK1051* NAVD 88     -      1578.55   (+/-2cm)    5179.0    (feet)  VERTCON   
 JK1051  ___________________________________________________________________
 JK1051  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 JK1051  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 JK1051
 JK1051  HORZ ORDER  -  SECOND
 JK1051  VERT ORDER  -  THIRD ? (See Below)
 JK1051
 JK1051.The horizontal coordinates were established by classical geodetic methods
 JK1051.and adjusted by the National Geodetic Survey in January 1993..
 JK1051
 JK1051.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1051.The vertical order pertains to the NGVD 29 superseded value.
 JK1051
 JK1051.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1051
 JK1051.The geoid height was determined by GEOID03.
 JK1051
 JK1051;                    North         East     Units Scale Factor Converg.
 JK1051;SPC CO S     -   508,947.939 1,019,674.594   MT  1.00001283   +0 44 24.9
 JK1051;SPC CO S     - 1,669,773.36  3,345,382.40   sFT  1.00001283   +0 44 24.9
 JK1051;UTM  13      - 4,261,518.775   561,633.591   MT  0.99964678   +0 26 24.1
 JK1051
 JK1051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1051!SPC CO S     -   0.99975549  x   1.00001283  =   0.99976832
 JK1051!UTM  13      -   0.99975549  x   0.99964678  =   0.99940236
 JK1051
 JK1051:                Primary Azimuth Mark                     Grid Az
 JK1051:SPC CO S     -  22D                                      142 40 15.1
 JK1051:UTM  13      -  22D                                      142 58 15.9
 JK1051
 JK1051|---------------------------------------------------------------------|
 JK1051| PID    Reference Object                     Distance      Geod. Az  |
 JK1051|                                                           dddmmss.s |
 JK1051| JK1046 22D                                 APPROX. 0.8 KM 1432440.0 |
 JK1051|---------------------------------------------------------------------|
 JK1051
 JK1051                          SUPERSEDED SURVEY CONTROL
 JK1051
 JK1051  NAD 83(1986)-  38 29 59.62090(N)    104 17 35.44630(W) AD(       ) 2
 JK1051  NAD 27      -  38 29 59.63361(N)    104 17 33.57084(W) AD(       ) 2
 JK1051  NGVD 29 (07/19/86) 1577.67   (m)         5176.1    (f) LEVELING    3  
 JK1051
 JK1051.Superseded values are not recommended for survey control.
 JK1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1051.See file dsdata.txt to determine how the superseded data were derived.
 JK1051
 JK1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6163461519(NAD 83)
 JK1051
 JK1051  HISTORY     - Date     Condition        Report By
 JK1051  HISTORY     - UNK      MONUMENTED
 JK1051  HISTORY     - 1976     GOOD             NGS
 JK1051
 JK1051                          STATION DESCRIPTION
 JK1051
 JK1051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JK1051'STATION IS LOCATED ON LAND OCCUPIED BY THE FEDERAL TRANSPORTATION
 JK1051'GROUND HIGH SPEED TEST TRACK WHICH IS LOCATED ABOUT 21 MILES
 JK1051'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS
 JK1051'ABOUT 4.4 MILES NORTH OF THE FEDERAL HEADQUARTERS BUILDING, 1 MILE
 JK1051'NORTHEAST OF THE HIGH SPEED TRACK AND ON THE WEST SLOPE OF A
 JK1051'SLIGHT RISE IN OPEN COUNTRY.
 JK1051'
 JK1051'STATION IS A STANDARD TRAVERSE STATION DISK, CLAMPED TO
 JK1051'THE TOP OF A COPPER COVERED ROD DRIVEN TO REFUSAL INTO THE GROUND,
 JK1051'SURROUNDED BY A 4-INCH TILE.  DISK PROJECTS ABOUT 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5503 ***********************************************************************
 DF5503  DESIGNATION -  22
 DF5503  PID         -  DF5503
 DF5503  STATE/COUNTY-  CO/CLEAR CREEK
 DF5503  USGS QUAD   -  LOVELAND PASS (1987)
 DF5503
 DF5503                         *CURRENT SURVEY CONTROL
 DF5503  ___________________________________________________________________
 DF5503* NAD 83(1986)-  39 40 45.     (N)    105 55 25.     (W)     SCALED    
 DF5503* NAVD 88     -      3390.317  (meters)   11123.07   (feet)  ADJUSTED  
 DF5503  ___________________________________________________________________
 DF5503  GEOID HEIGHT-         -12.44  (meters)                     GEOID03
 DF5503  DYNAMIC HT  -        3385.513 (meters)   11107.30  (feet)  COMP
 DF5503  MODELED GRAV-     979,086.5   (mgal)                       NAVD 88
 DF5503
 DF5503  VERT ORDER  -  FIRST     CLASS II
 DF5503
 DF5503.The horizontal coordinates were scaled from a topographic map and have
 DF5503.an estimated accuracy of +/- 6 seconds.
 DF5503
 DF5503.The orthometric height was determined by differential leveling
 DF5503.and adjusted by the National Geodetic Survey in November 2003..
 DF5503
 DF5503.The geoid height was determined by GEOID03.
 DF5503
 DF5503.The dynamic height is computed by dividing the NAVD 88
 DF5503.geopotential number by the normal gravity value computed on the
 DF5503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5503.degrees latitude (g = 980.6199 gals.).
 DF5503
 DF5503.The modeled gravity was interpolated from observed gravity values.
 DF5503
 DF5503;                    North         East    Units  Estimated Accuracy
 DF5503;SPC CO C     -   509,790.      878,060.      MT  (+/- 180 meters Scaled)
 DF5503
 DF5503                          SUPERSEDED SURVEY CONTROL
 DF5503
 DF5503.No superseded survey control is available for this station.
 DF5503
 DF5503_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD207925(NAD 83)
 DF5503_MARKER: DB = BENCH MARK DISK
 DF5503_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DF5503_SP_SET: TUNNEL WALKWAY
 DF5503_STAMPING: 22
 DF5503_MARK LOGO: CODH  
 DF5503_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5503+STABILITY: SURFACE MOTION
 DF5503_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5503+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2004
 DF5503
 DF5503  HISTORY     - Date     Condition        Report By
 DF5503  HISTORY     - 20010918 MONUMENTED       CODH
 DF5503  HISTORY     - 20040804 GOOD             NGS
 DF5503
 DF5503                          STATION DESCRIPTION
 DF5503
 DF5503'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 2001 (RSC)
 DF5503'THE STATION IS LOCATED IN THE NORTH BORE OF EISENHOWER MEMORIAL
 DF5503'TUNNEL. OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION
 DF5503'RIGHT-OF-WAY.
 DF5503' 
 DF5503'THIS STATION IS NOT TO BE USED BY THE SURVEYING PUBLIC AS IT IS INSIDE
 DF5503'OF THE EISENHOWER
 DF5503'MEMORIAL TUNNEL ON THE WALK WAY. PERMISSION MUST FIRST BE REQUESTED
 DF5503'FROM THE TUNNEL
 DF5503'ENGINEER.
 DF5503' 
 DF5503'THE MARK IS A BRASS CDOH DISK SET INTO THE CENTER OF THE CONCRETE
 DF5503'WALKWAY ON THE
 DF5503'SOUTHSIDE OF THE NORTH BORE OF THE TUNNEL AT THE BREAK IN THE RAILING
 DF5503'AND FLUSH WITH
 DF5503'THE CEMENT.
 DF5503' 
 DF5503' 
 DF5503' 
 DF5503' 
 DF5503'
 DF5503
 DF5503                          STATION RECOVERY (2004)
 DF5503
 DF5503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 DF5503'THIS IS 23TH OF 33 EVENLY SPACED SURVEY DISKS FROM EAST END ON SOUTH
 DF5503'WALKWAY OF NORTH (WEST-BOUND) BORE AT EVERY FIFTH GAP IN HAND-RAILING
 DF5503'(NUMBERED ON WALL FROM WEST END).  THEY ARE NUMBERED 1 TO 32 WITH AN
 DF5503'UNNUMBERED DISK BETWEEN 9 AND 10.
 DF5503'THIS STATION IS BETWEEN SECTIONS 50 AND 49 AND IS NEAR SMALL WALL TILE
 DF5503'0346.  IT IS 27 PACES WEST OF CONTINENTAL DIVIDE SIGN, AND THUS IS IN
 DF5503'SUMMIT COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0200 ***********************************************************************
 HJ0200  DESIGNATION -  22 B
 HJ0200  PID         -  HJ0200
 HJ0200  STATE/COUNTY-  CO/OTERO
 HJ0200  USGS QUAD   -  LA JUNTA (1984)
 HJ0200
 HJ0200                         *CURRENT SURVEY CONTROL
 HJ0200  ___________________________________________________________________
 HJ0200* NAD 83(1986)-  37 59 08.     (N)    103 33 35.     (W)     SCALED    
 HJ0200* NAVD 88     -      1244.663  (meters)    4083.53   (feet)  ADJUSTED  
 HJ0200  ___________________________________________________________________
 HJ0200  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 HJ0200  DYNAMIC HT  -        1243.401 (meters)    4079.39  (feet)  COMP
 HJ0200  MODELED GRAV-     979,572.8   (mgal)                       NAVD 88
 HJ0200
 HJ0200  VERT ORDER  -  SECOND    CLASS 0
 HJ0200
 HJ0200.The horizontal coordinates were scaled from a topographic map and have
 HJ0200.an estimated accuracy of +/- 6 seconds.
 HJ0200
 HJ0200.The orthometric height was determined by differential leveling
 HJ0200.and adjusted by the National Geodetic Survey in June 1991..
 HJ0200
 HJ0200.The geoid height was determined by GEOID03.
 HJ0200
 HJ0200.The dynamic height is computed by dividing the NAVD 88
 HJ0200.geopotential number by the normal gravity value computed on the
 HJ0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0200.degrees latitude (g = 980.6199 gals.).
 HJ0200
 HJ0200.The modeled gravity was interpolated from observed gravity values.
 HJ0200
 HJ0200;                    North         East    Units  Estimated Accuracy
 HJ0200;SPC CO S     -   452,950.    1,084,830.      MT  (+/- 180 meters Scaled)
 HJ0200
 HJ0200                          SUPERSEDED SURVEY CONTROL
 HJ0200
 HJ0200  NGVD 29 (??/??/92) 1243.985  (m)         4081.31   (f) ADJ UNCH    2 0
 HJ0200
 HJ0200.Superseded values are not recommended for survey control.
 HJ0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0200.See file dsdata.txt to determine how the superseded data were derived.
 HJ0200
 HJ0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC264051(NAD 83)
 HJ0200_MARKER: DD = SURVEY DISK
 HJ0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0200_STAMPING: NRM 22 B
 HJ0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0200+STABILITY: SURFACE MOTION
 HJ0200
 HJ0200  HISTORY     - Date     Condition        Report By
 HJ0200  HISTORY     - UNK      MONUMENTED       CGS
 HJ0200  HISTORY     - 1965     POOR             USGS
 HJ0200  HISTORY     - 1985     MARK NOT FOUND   NGS
 HJ0200
 HJ0200                          STATION DESCRIPTION
 HJ0200
 HJ0200'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 HJ0200'1 MI SW FROM LA JUNTA.
 HJ0200'LA JUNTA, 1.0 MILE SOUTHWEST ALONG THE ATCHISON TOPEKA   SANTA FE
 HJ0200'RAILWAY FROM THE STATION, AT THE UNDERPASS FOR U.S. HIGHWAY 50,
 HJ0200'BETWEEN THE HIGHWAY AND THE OLD STEAM ENGINE A.T.S.F. 1024.  A
 HJ0200'COLORADO STATE HIGHWAY DEPARTMENT DISK, STAMPED N.R.M 22 B AND SET
 HJ0200'IN THE TOP OF A CONCRETE POST.
 HJ0200
 HJ0200                          STATION RECOVERY (1985)
 HJ0200
 HJ0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HJ0200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0069 ***********************************************************************
 KL0069  DESIGNATION -  22 G
 KL0069  PID         -  KL0069
 KL0069  STATE/COUNTY-  CO/GRAND
 KL0069  USGS QUAD   -  KING CREEK (1987)
 KL0069
 KL0069                         *CURRENT SURVEY CONTROL
 KL0069  ___________________________________________________________________
 KL0069* NAD 83(1986)-  39 54 50.     (N)    106 19 33.     (W)     SCALED    
 KL0069* NAVD 88     -      2374.684  (meters)    7790.94   (feet)  ADJUSTED  
 KL0069  ___________________________________________________________________
 KL0069  GEOID HEIGHT-         -12.70  (meters)                     GEOID03
 KL0069  DYNAMIC HT  -        2372.043 (meters)    7782.28  (feet)  COMP
 KL0069  MODELED GRAV-     979,428.8   (mgal)                       NAVD 88
 KL0069
 KL0069  VERT ORDER  -  SECOND    CLASS 0
 KL0069
 KL0069.The horizontal coordinates were scaled from a topographic map and have
 KL0069.an estimated accuracy of +/- 6 seconds.
 KL0069
 KL0069.The orthometric height was determined by differential leveling
 KL0069.and adjusted by the National Geodetic Survey in June 1991..
 KL0069
 KL0069.The geoid height was determined by GEOID03.
 KL0069
 KL0069.The dynamic height is computed by dividing the NAVD 88
 KL0069.geopotential number by the normal gravity value computed on the
 KL0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0069.degrees latitude (g = 980.6199 gals.).
 KL0069
 KL0069.The modeled gravity was interpolated from observed gravity values.
 KL0069
 KL0069;                    North         East    Units  Estimated Accuracy
 KL0069;SPC CO N     -   369,590.      843,800.      MT  (+/- 180 meters Scaled)
 KL0069
 KL0069                          SUPERSEDED SURVEY CONTROL
 KL0069
 KL0069  NGVD 29 (??/??/92) 2373.304  (m)         7786.41   (f) ADJ UNCH    2 0
 KL0069
 KL0069.Superseded values are not recommended for survey control.
 KL0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0069.See file dsdata.txt to determine how the superseded data were derived.
 KL0069
 KL0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCE866190(NAD 83)
 KL0069_MARKER: DD = SURVEY DISK
 KL0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0069_STAMPING: 22 G 1930 7788
 KL0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0069+STABILITY: SURFACE MOTION
 KL0069
 KL0069  HISTORY     - Date     Condition        Report By
 KL0069  HISTORY     - 1930     MONUMENTED       USGS
 KL0069  HISTORY     - 1951     GOOD             NGS
 KL0069
 KL0069                          STATION DESCRIPTION
 KL0069
 KL0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KL0069'12.05 MI SE FROM KREMMLING.
 KL0069'12.05 MILES SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 KL0069'KREMMLING, AT THE SUMMIT AND GRAND COUNTY LINE, 30 FEET NORTHEAST OF
 KL0069'THE CENTER LINE OF THE HIGHWAY, 8 FEET WEST OF A FENCE CORNER, 6 FEET
 KL0069'NORTHEAST OF THE COUNTY LINE SIGN POST, 1.4 FEET NORTH OF A WITNESS
 KL0069'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 KL0069'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0070 ***********************************************************************
 KL0070  DESIGNATION -  22 G RESET
 KL0070  PID         -  KL0070
 KL0070  STATE/COUNTY-  CO/GRAND
 KL0070  USGS QUAD   -  KING CREEK (1987)
 KL0070
 KL0070                         *CURRENT SURVEY CONTROL
 KL0070  ___________________________________________________________________
 KL0070* NAD 83(1992)-  39 54 50.56052(N)    106 19 33.43611(W)     ADJUSTED  
 KL0070* NAVD 88     -      2373.79   (meters)    7788.0    (feet)  RESET     
 KL0070  ___________________________________________________________________
 KL0070  X           -  -1,377,579.279 (meters)                     COMP
 KL0070  Y           -  -4,703,044.183 (meters)                     COMP
 KL0070  Z           -   4,072,184.855 (meters)                     COMP
 KL0070  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 KL0070  ELLIP HEIGHT-        2361.11  (meters)          (12/03/02) GPS OBS
 KL0070  GEOID HEIGHT-         -12.70  (meters)                     GEOID03
 KL0070
 KL0070  HORZ ORDER  -  FIRST
 KL0070  VERT ORDER  -  THIRD
 KL0070  ELLP ORDER  -  FOURTH    CLASS II
 KL0070
 KL0070.The horizontal coordinates were established by GPS observations
 KL0070.and adjusted by the National Geodetic Survey in June 1995..
 KL0070
 KL0070.The orthometric height was computed from unverified reset data.
 KL0070.No vertical observational check was made to the station.
 KL0070
 KL0070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KL0070
 KL0070.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0070
 KL0070.The ellipsoidal height was determined by GPS observations
 KL0070.and is referenced to NAD 83.
 KL0070
 KL0070.The geoid height was determined by GEOID03.
 KL0070
 KL0070;                    North         East     Units Scale Factor Converg.
 KL0070;SPC CO N     -   369,605.681   843,784.890   MT  0.99997401   -0 32 01.2
 KL0070;SPC CO N     - 1,212,614.64  2,768,317.59   sFT  0.99997401   -0 32 01.2
 KL0070;UTM  13      - 4,419,058.553   386,673.327   MT  0.99975811   -0 51 03.1
 KL0070
 KL0070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0070!SPC CO N     -   0.99962973  x   0.99997401  =   0.99960375
 KL0070!UTM  13      -   0.99962973  x   0.99975811  =   0.99938793
 KL0070
 KL0070                          SUPERSEDED SURVEY CONTROL
 KL0070
 KL0070  ELLIP H (06/21/95) 2361.09   (m)                       GP(       ) 4 1
 KL0070  NAVD 88 (06/21/95) 2373.79   (m)         7788.0    (f) LEVELING    3  
 KL0070  NGVD 29 (??/??/??) 2372.41   (m)         7783.5    (f) RESET       3  
 KL0070
 KL0070.Superseded values are not recommended for survey control.
 KL0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0070.See file dsdata.txt to determine how the superseded data were derived.
 KL0070
 KL0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCE8667319059(NAD 83)
 KL0070_MARKER: DB = BENCH MARK DISK
 KL0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0070_STAMPING: 22 G RESET 1958
 KL0070_MARK LOGO: USGS  
 KL0070_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0070+STABILITY: SURFACE MOTION
 KL0070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KL0070+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1993
 KL0070
 KL0070  HISTORY     - Date     Condition        Report By
 KL0070  HISTORY     - 1958     MONUMENTED       CODH
 KL0070  HISTORY     - 1959     GOOD             CODH
 KL0070  HISTORY     - 19930923 GOOD             CODOT
 KL0070
 KL0070                          STATION DESCRIPTION
 KL0070
 KL0070'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1959
 KL0070'12.05 MI SE FROM KREMMLING.
 KL0070'ABOUT 12.05 MILES SOUTHEASTERLY ALONG STATE HIGHWAY 9, AT THE SUMMIT
 KL0070'AND GRAND COUNTY LINE, 73 FEET NORTHEAST OF THE CENTERLINE OF THE
 KL0070'HIGHWAY, 36 FEET NORTHWEST OF A FENCE CORNER, 2 FEET WEST OF HIGHWAY
 KL0070'RIGHT OF WAY FENCE, AND SET IN THE TOP OF A CONCRETE POST WHICH
 KL0070'PROJECTS 0.4 FEET ABOVE THE GROUND.
 KL0070
 KL0070                          STATION RECOVERY (1993)
 KL0070
 KL0070'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1993 (KAW)
 KL0070'THE STATION IS LOCATED APPROX 12 MI (19.3 KM) SOUTH SOUTHEAST OF
 KL0070'KREMMLING IN THE SOUTHWEST 1/4 OF SECTION 35, T 1 S, R 80 W, AT STATE
 KL0070'HIGHWAY 9 (SH 9) MILEPOST 127.4.  OWNERSHIP--COLORADO DEPARTMENT OF
 KL0070'TRANSPORTATION (CDOT). TO REACH THE STATION FROM THE JUNCTION OF SH 9
 KL0070'AND US HIGHWAY 40, GO SOUTH OF SH 9 FOR 11.55 MILESTO THE STATION ON
 KL0070'THE LEFT. FORM THE EAST JUNCTION OF SH 9 AND INTERSTATE 70 IN
 KL0070'SILVERTHORNE (I-70 EXIT 205), GO NORTH ON SH 9 FOR 25.8 MILESTO THE
 KL0070'STATION ON THE RIGHT. THE STATION IS A USGS BENCHMARK DISK SET IN A
 KL0070'CONCRETE POST AT THE GRAND-SUMMIT COUNTY LINE.  IT IS 71.5 FT (21.8 M)
 KL0070'EAST NORTHEAST OF THE CENTERLINE OF SH 9, 42.5 FT (13.0 M) EAST
 KL0070'NORTHEAST OF A "GRAND COUNTY" SIGN, 16.2 FT (4.9 M) SOUTHEAST OF A
 KL0070'COLORADO DEPARTMENT OF HIGHWAY (CDOH) RIGHT OF WAY MARKER, 32.5 FT
 KL0070'(9.9 M) NORTHWEST OF A FENCE CORNER, 1.7 FT (0.5 M) SOUTHWEST OF THE
 KL0070'EAST RIGHT OF WAY FENCE OF SH 9, 2.8 FT (0.9 M) SOUTHEAST OF A CDOT
 KL0070'PROJECT SIGN "SO107(4) SO107(8)", 1.3 FT (0.4 M) WEST OF A CDOH
 KL0070'FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0575 ***********************************************************************
 KJ0575  DESIGNATION -  22 GDD
 KJ0575  PID         -  KJ0575
 KJ0575  STATE/COUNTY-  CO/LINCOLN
 KJ0575  USGS QUAD   -  FLAGLER NW (1979)
 KJ0575
 KJ0575                         *CURRENT SURVEY CONTROL
 KJ0575  ___________________________________________________________________
 KJ0575* NAD 83(1986)-  39 29 29.     (N)    103 12 40.     (W)     SCALED    
 KJ0575* NAVD 88     -      1510.623  (meters)    4956.10   (feet)  ADJUSTED  
 KJ0575  ___________________________________________________________________
 KJ0575  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 KJ0575  DYNAMIC HT  -        1509.235 (meters)    4951.55  (feet)  COMP
 KJ0575  MODELED GRAV-     979,654.8   (mgal)                       NAVD 88
 KJ0575
 KJ0575  VERT ORDER  -  THIRD
 KJ0575
 KJ0575.The horizontal coordinates were scaled from a topographic map and have
 KJ0575.an estimated accuracy of +/- 6 seconds.
 KJ0575
 KJ0575.The orthometric height was determined by differential leveling
 KJ0575.and adjusted by the National Geodetic Survey in June 1991..
 KJ0575
 KJ0575.The geoid height was determined by GEOID03.
 KJ0575
 KJ0575.The dynamic height is computed by dividing the NAVD 88
 KJ0575.geopotential number by the normal gravity value computed on the
 KJ0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0575.degrees latitude (g = 980.6199 gals.).
 KJ0575
 KJ0575.The modeled gravity was interpolated from observed gravity values.
 KJ0575
 KJ0575;                    North         East    Units  Estimated Accuracy
 KJ0575;SPC CO C     -   491,340.    1,111,270.      MT  (+/- 180 meters Scaled)
 KJ0575
 KJ0575                          SUPERSEDED SURVEY CONTROL
 KJ0575
 KJ0575.No superseded survey control is available for this station.
 KJ0575
 KJ0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD538728(NAD 83)
 KJ0575_MARKER: DB = BENCH MARK DISK
 KJ0575_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KJ0575_SP_SET: COPPER-CLAD STEEL ROD
 KJ0575_STAMPING: GDD 22 1972
 KJ0575_MARK LOGO: USGS  
 KJ0575_PROJECTION: FLUSH
 KJ0575_MAGNETIC: I = MARKER IS A STEEL ROD
 KJ0575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KJ0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0575+SATELLITE: SATELLITE OBSERVATIONS - 1972
 KJ0575_ROD/PIPE-DEPTH: 6.10 meters
 KJ0575
 KJ0575  HISTORY     - Date     Condition        Report By
 KJ0575  HISTORY     - 1972     MONUMENTED       USGS
 KJ0575
 KJ0575                          STATION DESCRIPTION
 KJ0575
 KJ0575'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KJ0575'FROM THE U.S. POST OFFICE AT ANTON, COLORADO, PROCEED 12.1 MILES SOUTH
 KJ0575'ALONG A PAVED ROAD, THENCE 0.3 MILE EAST AND 5.1 MILES SOUTH ALONG A
 KJ0575'GRAVELED ROAD. OR, AT THE EAST SIDE OF ARRIBA, COLORADO, FROM THE
 KJ0575'JUNCTION OF LINCOLN COUNTY ROAD 63 AND INTERSTATE 70, PROCEED 1.37
 KJ0575'MILES NORTH ALONG A PAVED ROAD, THENCE 2 MILES EAST AND 5 MILES NORTH
 KJ0575'ALONG A GRAVELED ROAD, THENCE 1 MILE EAST AND 8 MILES NORTH ALONG A
 KJ0575'GRAVELED ROAD TO A CROSSROAD, 31 FEET NORTH AND 30 FEET WEST OF THE
 KJ0575'CROSSROAD INTERSECTION, 1 FOOT EAST OF A WOODEN POWER POLE WITH A
 KJ0575'WITNESS SIGN ATTACHED, 0.5 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4829 ***********************************************************************
 AE4829  DESIGNATION -  22 KEE
 AE4829  PID         -  AE4829
 AE4829  STATE/COUNTY-  CO/PROWERS
 AE4829  USGS QUAD   -  DURKEE CREEK SE (1966)
 AE4829
 AE4829                         *CURRENT SURVEY CONTROL
 AE4829  ___________________________________________________________________
 AE4829* NAD 83(1986)-  37 49 49.     (N)    102 07 01.     (W)     SCALED    
 AE4829* NAVD 88     -      1121.420  (meters)    3679.19   (feet)  ADJUSTED  
 AE4829  ___________________________________________________________________
 AE4829  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 AE4829  DYNAMIC HT  -        1120.333 (meters)    3675.63  (feet)  COMP
 AE4829  MODELED GRAV-     979,621.8   (mgal)                       NAVD 88
 AE4829
 AE4829  VERT ORDER  -  FIRST     CLASS II
 AE4829
 AE4829.The horizontal coordinates were scaled from a topographic map and have
 AE4829.an estimated accuracy of +/- 6 seconds.
 AE4829
 AE4829.The orthometric height was determined by differential leveling
 AE4829.and adjusted by the National Geodetic Survey in July 2002..
 AE4829
 AE4829.The geoid height was determined by GEOID03.
 AE4829
 AE4829.The dynamic height is computed by dividing the NAVD 88
 AE4829.geopotential number by the normal gravity value computed on the
 AE4829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4829.degrees latitude (g = 980.6199 gals.).
 AE4829
 AE4829.The modeled gravity was interpolated from observed gravity values.
 AE4829
 AE4829;                    North         East    Units  Estimated Accuracy
 AE4829;SPC CO S     -   439,340.    1,212,150.      MT  (+/- 180 meters Scaled)
 AE4829
 AE4829                          SUPERSEDED SURVEY CONTROL
 AE4829
 AE4829.No superseded survey control is available for this station.
 AE4829
 AE4829_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB537909(NAD 83)
 AE4829_MARKER: DE = TRAVERSE STATION DISK
 AE4829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4829_STAMPING: 22 KEE 1964
 AE4829_MARK LOGO: USGS  
 AE4829_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4829+STABILITY: SURFACE MOTION
 AE4829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4829+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1997
 AE4829
 AE4829  HISTORY     - Date     Condition        Report By
 AE4829  HISTORY     - 1964     MONUMENTED       USGS
 AE4829  HISTORY     - 19971004 GOOD             NGS
 AE4829
 AE4829                          STATION DESCRIPTION
 AE4829
 AE4829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4829'24.8 KM (15.40 MI) SOUTHERLY ALONG STATE HIGHWAY 89 FROM THE JUNCTION
 AE4829'OF U.S.  HIGHWAY 50 IN HOLLY, 31.8 M (104.3 FT) SOUTH OF A UTILITY
 AE4829'POLE, 16.6 M (54.5 FT) WEST OF THE HIGHWAY CENTERLINE, 0.3 M (1.0 FT)
 AE4829'NORTH OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AE4829'HIGHWAY, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 AE4829'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1787 ***********************************************************************
 KK1787  DESIGNATION -  22 RESET
 KK1787  PID         -  KK1787
 KK1787  STATE/COUNTY-  CO/JEFFERSON
 KK1787  USGS QUAD   -  GOLDEN (1994)
 KK1787
 KK1787                         *CURRENT SURVEY CONTROL
 KK1787  ___________________________________________________________________
 KK1787* NAD 83(1992)-  39 51 13.65854(N)    105 13 52.48002(W)     ADJUSTED  
 KK1787* NAVD 88     -      1893.8    (meters)    6213.     (feet)  VERTCON   
 KK1787  ___________________________________________________________________
 KK1787  LAPLACE CORR-         -20.82  (seconds)                    DEFLEC99
 KK1787  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 KK1787
 KK1787  HORZ ORDER  -  SECOND
 KK1787
 KK1787.The horizontal coordinates were established by classical geodetic methods
 KK1787.and adjusted by the National Geodetic Survey in January 1993..
 KK1787
 KK1787.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1787
 KK1787.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1787
 KK1787.The geoid height was determined by GEOID03.
 KK1787
 KK1787;                    North         East     Units Scale Factor Converg.
 KK1787;SPC CO C     -   529,130.480   937,401.250   MT  1.00002218   +0 10 10.2
 KK1787;SPC CO C     - 1,735,988.92  3,075,457.27   sFT  1.00002218   +0 10 10.2
 KK1787;UTM  13      - 4,411,555.573   480,219.000   MT  0.99960482   -0 08 53.5
 KK1787
 KK1787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1787!SPC CO C     -   0.99970545  x   1.00002218  =   0.99972762
 KK1787!UTM  13      -   0.99970545  x   0.99960482  =   0.99931038
 KK1787
 KK1787|---------------------------------------------------------------------|
 KK1787| PID    Reference Object                     Distance      Geod. Az  |
 KK1787|                                                           dddmmss.s |
 KK1787| CP6184 22 RM 1                              14.024 METERS 19202     |
 KK1787| CP6183 22 AZ MK                                           3343748.7 |
 KK1787| CP6185 22 RM 2                              19.192 METERS 35119     |
 KK1787|---------------------------------------------------------------------|
 KK1787
 KK1787                          SUPERSEDED SURVEY CONTROL
 KK1787
 KK1787  NAD 83(1986)-  39 51 13.65490(N)    105 13 52.47750(W) AD(       ) 2
 KK1787  NAD 27      -  39 51 13.70410(N)    105 13 50.51939(W) AD(       ) 2
 KK1787  NGVD 29 (07/19/86) 1892.7    (m)         6210.     (f) VERT ANG       
 KK1787
 KK1787.Superseded values are not recommended for survey control.
 KK1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1787.See file dsdata.txt to determine how the superseded data were derived.
 KK1787
 KK1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE8021911556(NAD 83)
 KK1787_MARKER: DD = SURVEY DISK
 KK1787_SETTING: 66 = SET IN ROCK OUTCROP
 KK1787_STAMPING: JCMD 22 1977 1983
 KK1787_MARK LOGO: CO-059
 KK1787_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1787_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1787+STABILITY: POSITION/ELEVATION WELL
 KK1787
 KK1787  HISTORY     - Date     Condition        Report By
 KK1787  HISTORY     - 1983     MONUMENTED       CO-059
 KK1787
 KK1787                          STATION DESCRIPTION
 KK1787
 KK1787'DESCRIBED BY JEFFERSON COUNTY COLORADO 1983 (ERP)
 KK1787'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) WEST-NORTHWEST OF
 KK1787'ARVADA, 10.5 KM (6.50 MI) NORTH OF GOLDEN, 1.6 KM (1.00 MI) SOUTHEAST
 KK1787'OF THE INTERSECTION OF STATE HIGHWAYS 72 AND 93 AND 0.2 KM (0.10 MI)
 KK1787'EAST OF STATE HIGHWAY 93.  OWNERSHIP--MR. JOHN LUNTZ.  TELEPHONE
 KK1787'303-279-1946.  TO REACH HIS HOUSE, GO EAST ON LEVDEN ROAD 1.0 KM (0.60
 KK1787'MI) FROM THE INTERSECTION OF STATE HIGHWAY 93.
 KK1787' 
 KK1787'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 72 AND 93
 KK1787'NORTH OF GOLDEN, GO SOUTHEAST ON STATE HIGHWAY 93 FOR 0.9 KM (0.55 MI)
 KK1787'TO THE HIGHWAY BRIDGE OVER THE DENVER AND RIO GRANDE RAILROAD TRACKS.
 KK1787'CONTINUE AHEAD, SOUTHEAST FOR 0.2 KM (0.10 MI) TO A SIDE ROAD LEFT,
 KK1787'ENTRANCE TO A LAND FILL.  TURN LEFT, NORTHEASTERLY, TO LANDFILL OFFICE
 KK1787'TO NOTIFY THEM OF WORK AT THE STATION.  GO SOUTH FOR 0.2 KM (0.10 MI)
 KK1787'ON AVAILABLE ROAD TO THE NORTHERN END OF THE HOGBACK AND SECTION LINE
 KK1787'FENCE, THE END OF TRACK TRAVEL.  PACK SOUTHERLY TO THE NORTHERN HIGH
 KK1787'POINT OF THE HOGBACK AND THE STATION FOR 0.2 KM (0.10 MI).
 KK1787' 
 KK1787'THE STATION IS A STANDARD JCMD DISK STAMPED--JCMD 22 1977 1983--, SET
 KK1787'INTO ROCK OUTCROP 6 METERS (19.7 FT) IN LARGEST DIMENSION. LOCATED 4.0
 KK1787'METERS (13.1 FT) EAST FROM THE WESTERN EDGE OF THE CLIFF AND 2.1
 KK1787'METERS (6.9 FT) WEST FROM THE EASTERN EDGE OF THE CLIFF.
 KK1787' 
 KK1787'REFERENCE MARK NO 3 IS A STANDARD JCMD DISK STAMPED--JCMD 22 1977 RM 3
 KK1787'1983--, SET INTO ROCK OUTCROP 2.4 METERS (7.9 FT) LAREST DIMENSION.
 KK1787'LOCATED 6.1 METERS (20.0 FT) SOUTH FROM THE NORTHERN ONE OF THREE HIGH
 KK1787'POINTS.  5.2 METERS (17.1 FT) WEST FROM THE EASTERN CLIFF AND 0.6
 KK1787'METER (2.0 FT) EAST FROM THE WESTERN CLIFF AND 0.6 METER (2.0 FT) 2
 KK1787'FEET (0.6 M) BELOW LEVEL WITH THE STATION.
 KK1787' 
 KK1787'REFERENCE MARK NO 4 IS A STANDARD JCMD DISK STAMPED--JCMD 22 1977 RM 4
 KK1787'1983--, SET INTO A ROCK OUTCROP 2.7 METERS (8.9 FT) LARGEST
 KK1787'DIMENSTION.  LOCATED 10.7 METERS (35.1 FT) NORTH FROM THE NORTHERN ONE
 KK1787'OF THREE HIGH POINTS. 2.4 METERS (7.9 FT) EAST FROM THE WESTERN CLIFF
 KK1787'AND 2.1 METERS (6.9 FT) WEST FROM THE EASTERN CLIFF AND 1.8 METER (5.9
 KK1787'FT) 6 FEET (1.8 M) BELOW THE STATION.
 KK1787' 
 KK1787'REFERENCE MARK NO 5 IS A STANDARD GLO DISK STAMPED--1/4 21 28--, SET
 KK1787'INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 15 CM (6 INCHES) IN
 KK1787'DIAMETER, PROJECTING 15 CM (6 INCHES) ABOVE THE GROUND.  A SOLID IRON
 KK1787'BAR 2 INCHES IN DIAMETER PROJECTING 2 CM (1 IN) ABOVE THE CONCRETE
 KK1787'MONUMENT.  AT NORTH END OF THE ROCK EXPOSURE OF THE HOGBACK, ON THE
 KK1787'EAST-WEST FENCE LINE WHICH IS THE SOUTHERN BOUNDARY OF THE DUMP AND 15
 KK1787'METERS (49.2 FT) 50 FEET (15.2 M) BELOW THE STATION.
 KK1787' 
 KK1787'AZIMUTH MARK NO 2 IS A STAINLESS STEEL FLANGE ENCASED ROD ACCESSED
 KK1787'THROUGH A 5 INCH LOGO CAP THAT IS STAMPED--H 408 1984--. THE POINT IS
 KK1787'A CENTER PUNCH MARK IN THE CENTER OF THE ROD.  LOCATED 32.9 METERS
 KK1787'(107.9 FT) NORTHEAST FROM THE SOUTHEAST CORNER OF A HIGHWAY BRIDGE
 KK1787'OVER TRACKS.  15.6 METERS (51.2 FT) NORTHWEST FROM THE CENTER OF A
 KK1787'PAVED ROAD LEADING NORTHEAST.  0.4 METER (1.3 FT) SOUTHEAST FROM THE
 KK1787'NORTHWEST CORNER OF A FENCE AND 0.3 METER (1.0 FT) SOUTHWEST FORM A
 KK1787'WITNESS POST.  TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF
 KK1787'STATE HIGHWAYS 72 AND 93 NORTH OF GOLDEN, GO SOUTHEASTERLY ON STATE
 KK1787'HIGHWAY 93 FOR 1.0 KM (0.60 MI) TO A SIDE ROAD LEFT AND MARK ON THE
 KK1787'LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0164 ***********************************************************************
 HL0164  DESIGNATION -  223
 HL0164  PID         -  HL0164
 HL0164  STATE/COUNTY-  CO/ARCHULETA
 HL0164  USGS QUAD   -  TRUJILLO (1984)
 HL0164
 HL0164                         *CURRENT SURVEY CONTROL
 HL0164  ___________________________________________________________________
 HL0164* NAD 83(1986)-  37 00 00.     (N)    107 06 27.     (W)     SCALED    
 HL0164* NAVD 88     -      1966.579  (meters)    6452.02   (feet)  ADJUSTED  
 HL0164  ___________________________________________________________________
 HL0164  GEOID HEIGHT-         -18.67  (meters)                     GEOID03
 HL0164  DYNAMIC HT  -        1964.016 (meters)    6443.61  (feet)  COMP
 HL0164  MODELED GRAV-     979,258.2   (mgal)                       NAVD 88
 HL0164
 HL0164  VERT ORDER  -  FIRST     CLASS II
 HL0164
 HL0164.The horizontal coordinates were scaled from a topographic map and have
 HL0164.an estimated accuracy of +/- 6 seconds.
 HL0164
 HL0164.The orthometric height was determined by differential leveling
 HL0164.and adjusted by the National Geodetic Survey in June 1991..
 HL0164
 HL0164.The geoid height was determined by GEOID03.
 HL0164
 HL0164.The dynamic height is computed by dividing the NAVD 88
 HL0164.geopotential number by the normal gravity value computed on the
 HL0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0164.degrees latitude (g = 980.6199 gals.).
 HL0164
 HL0164.The modeled gravity was interpolated from observed gravity values.
 HL0164
 HL0164;                    North         East    Units  Estimated Accuracy
 HL0164;SPC CO S     -   343,030.      771,320.      MT  (+/- 180 meters Scaled)
 HL0164
 HL0164                          SUPERSEDED SURVEY CONTROL
 HL0164
 HL0164  NGVD 29 (??/??/92) 1965.316  (m)         6447.87   (f) ADJ UNCH    1 2
 HL0164
 HL0164.Superseded values are not recommended for survey control.
 HL0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0164.See file dsdata.txt to determine how the superseded data were derived.
 HL0164
 HL0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA124969(NAD 83)
 HL0164_MARKER: DD = SURVEY DISK
 HL0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0164_STAMPING: 223 1925
 HL0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0164+STABILITY: SURFACE MOTION
 HL0164
 HL0164  HISTORY     - Date     Condition        Report By
 HL0164  HISTORY     - 1925     MONUMENTED       USSC
 HL0164  HISTORY     - 1934     GOOD             NGS
 HL0164
 HL0164                          STATION DESCRIPTION
 HL0164
 HL0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HL0164'7.45 MI E FROM PAGOSA JUNCTION.
 HL0164'ON THE R.O.W. OF THE D. R. G. AND W.
 HL0164'RAILROAD.  STATE LINE MARK 223 - 1925.  14.0 FT WEST OF THE CENTER
 HL0164'LINE OF WAGON ROAD, TRAIL.  21.0 FT EAST OF THE CENTER LINE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0707 ***********************************************************************
 KK0707  DESIGNATION -  225
 KK0707  PID         -  KK0707
 KK0707  STATE/COUNTY-  CO/JEFFERSON
 KK0707  USGS QUAD   -  PINE (1994)
 KK0707
 KK0707                         *CURRENT SURVEY CONTROL
 KK0707  ___________________________________________________________________
 KK0707* NAD 83(1986)-  39 24 23.     (N)    105 15 26.     (W)     SCALED    
 KK0707* NAVD 88     -      1997.042  (meters)    6551.96   (feet)  ADJUSTED  
 KK0707  ___________________________________________________________________
 KK0707  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 KK0707  DYNAMIC HT  -        1994.939 (meters)    6545.06  (feet)  COMP
 KK0707  MODELED GRAV-     979,502.8   (mgal)                       NAVD 88
 KK0707
 KK0707  VERT ORDER  -  FIRST     CLASS II
 KK0707
 KK0707.The horizontal coordinates were scaled from a topographic map and have
 KK0707.an estimated accuracy of +/- 6 seconds.
 KK0707
 KK0707.The orthometric height was determined by differential leveling
 KK0707.and adjusted by the National Geodetic Survey in June 1991..
 KK0707
 KK0707.The geoid height was determined by GEOID03.
 KK0707
 KK0707.The dynamic height is computed by dividing the NAVD 88
 KK0707.geopotential number by the normal gravity value computed on the
 KK0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0707.degrees latitude (g = 980.6199 gals.).
 KK0707
 KK0707.The modeled gravity was interpolated from observed gravity values.
 KK0707
 KK0707;                    North         East    Units  Estimated Accuracy
 KK0707;SPC CO C     -   479,450.      935,310.      MT  (+/- 180 meters Scaled)
 KK0707
 KK0707                          SUPERSEDED SURVEY CONTROL
 KK0707
 KK0707  NGVD 29 (??/??/92) 1995.924  (m)         6548.29   (f) ADJ UNCH    1 2
 KK0707
 KK0707.Superseded values are not recommended for survey control.
 KK0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0707.See file dsdata.txt to determine how the superseded data were derived.
 KK0707
 KK0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD778619(NAD 83)
 KK0707_MARKER: DD = SURVEY DISK
 KK0707_SETTING: 80 = SET IN A BOULDER
 KK0707_SP_SET: BOULDER
 KK0707_STAMPING: 255 BM 6549 1930
 KK0707_MARK LOGO: DMWW  
 KK0707_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0707+STABILITY: SURFACE MOTION
 KK0707
 KK0707  HISTORY     - Date     Condition        Report By
 KK0707  HISTORY     - 1930     MONUMENTED       DMWW
 KK0707  HISTORY     - 1951     GOOD             NGS
 KK0707  HISTORY     - 1955     GOOD             NGS
 KK0707  HISTORY     - 19890927 GOOD             NGS
 KK0707
 KK0707                          STATION DESCRIPTION
 KK0707
 KK0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0707'1.6 MI NE FROM BUFFALO CREEK.
 KK0707'1.6 MILES NORTHEAST ALONG THE ABANDONED COLORADO AND SOUTHERN
 KK0707'RAILROAD GRADE FROM THE POST OFFICE AT BUFFALO CREEK, ON THE OUTSIDE
 KK0707'OF AND AT THE NORTHWEST END OF A CURVE IN THE RAILROAD GRADE, 12.8
 KK0707'FEET SOUTHWEST OF THE CENTER LINE OF THE OLD RAILROAD GRADE, 133
 KK0707'YARDS WEST OF THE NORTH END OF A FOOT BRIDGE OVER THE NORTH FORK
 KK0707'OF THE SOUTH PLATTE RIVER, 14.7 FEET NORTH OF A SPRUCE TREE, 0.2
 KK0707'FOOT SOUTHWEST OF A FENCE, 5 FEET ABOVE THE GROUND, SET IN THE TOP
 KK0707'OF A LARGE BOULDER.  THE STAMPING GIVEN ON THE OLD DESCRIPTION OF
 KK0707'THIS MARK ON THE LINE WOODLAND PARK TO BUFFALO CREEK IS INCORRECT.
 KK0707'THE WATER WORKS AUTHORITIES WERE CONTACTED AND STATED THAT THEY
 KK0707'HAD NO BENCH MARK STAMPED 225 IN THIS VICINITY.  THE OBSERVER FAILED
 KK0707'TO GET A RUBBING OF THIS MARK.
 KK0707
 KK0707                          STATION RECOVERY (1955)
 KK0707
 KK0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0707'RECOVERED IN GOOD CONDITION.
 KK0707
 KK0707                          STATION RECOVERY (1989)
 KK0707
 KK0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KK0707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1046 ***********************************************************************
 JK1046  DESIGNATION -  22D
 JK1046  PID         -  JK1046
 JK1046  STATE/COUNTY-  CO/PUEBLO
 JK1046  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1046
 JK1046                         *CURRENT SURVEY CONTROL
 JK1046  ___________________________________________________________________
 JK1046* NAD 83(1992)-  38 29 38.21737(N)    104 17 15.22159(W)     ADJUSTED  
 JK1046* NAVD 88     -      1571.80   (+/-2cm)    5156.8    (feet)  VERTCON   
 JK1046  ___________________________________________________________________
 JK1046  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 JK1046  GEOID HEIGHT-         -19.88  (meters)                     GEOID03
 JK1046
 JK1046  HORZ ORDER  -  SECOND
 JK1046  VERT ORDER  -  THIRD ? (See Below)
 JK1046
 JK1046.The horizontal coordinates were established by classical geodetic methods
 JK1046.and adjusted by the National Geodetic Survey in January 1993..
 JK1046
 JK1046.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1046.The vertical order pertains to the NGVD 29 superseded value.
 JK1046
 JK1046.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1046
 JK1046.The geoid height was determined by GEOID03.
 JK1046
 JK1046;                    North         East     Units Scale Factor Converg.
 JK1046;SPC CO S     -   508,293.989 1,020,173.295   MT  1.00001163   +0 44 37.3
 JK1046;SPC CO S     - 1,667,627.86  3,347,018.55   sFT  1.00001163   +0 44 37.3
 JK1046;UTM  13      - 4,260,862.460   562,128.678   MT  0.99964753   +0 26 36.5
 JK1046
 JK1046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1046!SPC CO S     -   0.99975655  x   1.00001163  =   0.99976818
 JK1046!UTM  13      -   0.99975655  x   0.99964753  =   0.99940417
 JK1046
 JK1046:                Primary Azimuth Mark                     Grid Az
 JK1046:SPC CO S     -  22                                       322 40 15.3
 JK1046:UTM  13      -  22                                       322 58 16.1
 JK1046
 JK1046|---------------------------------------------------------------------|
 JK1046| PID    Reference Object                     Distance      Geod. Az  |
 JK1046|                                                           dddmmss.s |
 JK1046| JK1051 22                                  APPROX. 0.8 KM 3232452.6 |
 JK1046|---------------------------------------------------------------------|
 JK1046
 JK1046                          SUPERSEDED SURVEY CONTROL
 JK1046
 JK1046  NAD 83(1986)-  38 29 38.20547(N)    104 17 15.21765(W) AD(       ) 2
 JK1046  NAD 27      -  38 29 38.21788(N)    104 17 13.34264(W) AD(       ) 2
 JK1046  NGVD 29 (07/19/86) 1570.92   (m)         5153.9    (f) LEVELING    3  
 JK1046
 JK1046.Superseded values are not recommended for survey control.
 JK1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1046.See file dsdata.txt to determine how the superseded data were derived.
 JK1046
 JK1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6212960862(NAD 83)
 JK1046
 JK1046  HISTORY     - Date     Condition        Report By
 JK1046  HISTORY     - UNK      MONUMENTED
 JK1046  HISTORY     - 1976     GOOD             NGS
 JK1046
 JK1046                          STATION DESCRIPTION
 JK1046
 JK1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JK1046'STATION IS LOCATED ON LAND OCCUPIED BY THE FEDERAL TRANSPORTATION
 JK1046'GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES NORTHEAST OF
 JK1046'PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS ABOUT 4.15 MILE
 JK1046'NORTH OF THE FEDERAL HEADQUARTERS BUILDING, ABOUT 1 MILE NORTHEAST
 JK1046'OF THE HIGH SPEED TRACK, IN A LOW AREA.
 JK1046'
 JK1046'STATION IS A STANDARD TRAVERSE STATION DISK, CLAMPED TO THE
 JK1046'TOP A COPPER COVERED ROD DRIVEN TO REFUSAL INTO THE GROUND,
 JK1046'SURROUNDED BY A 4-INCH TILE.  DISK PROJECTS ABOUT 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1042 ***********************************************************************
 JK1042  DESIGNATION -  23
 JK1042  PID         -  JK1042
 JK1042  STATE/COUNTY-  CO/PUEBLO
 JK1042  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1042
 JK1042                         *CURRENT SURVEY CONTROL
 JK1042  ___________________________________________________________________
 JK1042* NAD 83(1992)-  38 29 18.11020(N)    104 17 02.80463(W)     ADJUSTED  
 JK1042* NAVD 88     -      1572.80   (+/-2cm)    5160.1    (feet)  VERTCON   
 JK1042  ___________________________________________________________________
 JK1042  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 JK1042  GEOID HEIGHT-         -19.89  (meters)                     GEOID03
 JK1042
 JK1042  HORZ ORDER  -  SECOND
 JK1042  VERT ORDER  -  THIRD ? (See Below)
 JK1042
 JK1042.The horizontal coordinates were established by classical geodetic methods
 JK1042.and adjusted by the National Geodetic Survey in January 1993..
 JK1042
 JK1042.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1042.The vertical order pertains to the NGVD 29 superseded value.
 JK1042
 JK1042.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1042
 JK1042.The geoid height was determined by GEOID03.
 JK1042
 JK1042;                    North         East     Units Scale Factor Converg.
 JK1042;SPC CO S     -   507,677.942 1,020,482.248   MT  1.00001051   +0 44 44.9
 JK1042;SPC CO S     - 1,665,606.71  3,348,032.18   sFT  1.00001051   +0 44 44.9
 JK1042;UTM  13      - 4,260,245.027   562,434.288   MT  0.99964800   +0 26 44.0
 JK1042
 JK1042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1042!SPC CO S     -   0.99975640  x   1.00001051  =   0.99976691
 JK1042!UTM  13      -   0.99975640  x   0.99964800  =   0.99940449
 JK1042
 JK1042:                Primary Azimuth Mark                     Grid Az
 JK1042:SPC CO S     -  22                                       327 32 44.6
 JK1042:UTM  13      -  22                                       327 50 45.5
 JK1042
 JK1042|---------------------------------------------------------------------|
 JK1042| PID    Reference Object                     Distance      Geod. Az  |
 JK1042|                                                           dddmmss.s |
 JK1042| JK1051 22                                  APPROX. 1.5 KM 3281729.5 |
 JK1042|---------------------------------------------------------------------|
 JK1042
 JK1042                          SUPERSEDED SURVEY CONTROL
 JK1042
 JK1042  NAD 83(1986)-  38 29 18.09837(N)    104 17 02.80064(W) AD(       ) 2
 JK1042  NAD 27      -  38 29 18.11044(N)    104 17 00.92584(W) AD(       ) 2
 JK1042  NGVD 29 (07/19/86) 1571.92   (m)         5157.2    (f) LEVELING    3  
 JK1042
 JK1042.Superseded values are not recommended for survey control.
 JK1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1042.See file dsdata.txt to determine how the superseded data were derived.
 JK1042
 JK1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6243460245(NAD 83)
 JK1042
 JK1042  HISTORY     - Date     Condition        Report By
 JK1042  HISTORY     - UNK      MONUMENTED
 JK1042  HISTORY     - 1976     GOOD             NGS
 JK1042
 JK1042                          STATION DESCRIPTION
 JK1042
 JK1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JK1042'STATION IS LOCATED ON LAND OCCUPIED BY THE FEDERAL TRANSPORTATION
 JK1042'GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES NORTHEAST OF
 JK1042'PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS ABOUT 3.6 MILES
 JK1042'NORTH OF THE FEDERAL HEADQUARTERS BUILDING, ABOUT 0.8 MILE
 JK1042'NORTHEAST OF THE NORTHEAST LIMB OF THE HIGH SPEED TRACK, ON A LOW
 JK1042'RISE.
 JK1042'
 JK1042'STATION IS A STANDARD TRAVERSE STATION DISK, CLAMPED TO
 JK1042'THE TOP OF A COPPER COVERED ROD DRIVEN TO REFUSAL INTO THE GROUND,
 JK1042'SURROUNDED BY A 4-INCH TILE.  DISK PROJECTS ABOUT 14 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1773 ***********************************************************************
 KK1773  DESIGNATION -  23
 KK1773  PID         -  KK1773
 KK1773  STATE/COUNTY-  CO/JEFFERSON
 KK1773  USGS QUAD   -  GOLDEN (1994)
 KK1773
 KK1773                         *CURRENT SURVEY CONTROL
 KK1773  ___________________________________________________________________
 KK1773* NAD 83(1992)-  39 49 11.76742(N)    105 08 48.29806(W)     ADJUSTED  
 KK1773* NAVD 88     -      1690.2    (meters)    5545.     (feet)  VERTCON   
 KK1773  ___________________________________________________________________
 KK1773  LAPLACE CORR-         -14.62  (seconds)                    DEFLEC99
 KK1773  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 KK1773
 KK1773  HORZ ORDER  -  SECOND
 KK1773
 KK1773.The horizontal coordinates were established by classical geodetic methods
 KK1773.and adjusted by the National Geodetic Survey in January 1993..
 KK1773
 KK1773.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1773
 KK1773.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1773
 KK1773.The geoid height was determined by GEOID03.
 KK1773
 KK1773;                    North         East     Units Scale Factor Converg.
 KK1773;SPC CO C     -   525,395.818   944,646.705   MT  1.00001458   +0 13 22.0
 KK1773;SPC CO C     - 1,723,736.11  3,099,228.40   sFT  1.00001458   +0 13 22.0
 KK1773;UTM  13      - 4,407,782.420   487,440.667   MT  0.99960194   -0 05 38.3
 KK1773
 KK1773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1773!SPC CO C     -   0.99973747  x   1.00001458  =   0.99975204
 KK1773!UTM  13      -   0.99973747  x   0.99960194  =   0.99933951
 KK1773
 KK1773|---------------------------------------------------------------------|
 KK1773| PID    Reference Object                     Distance      Geod. Az  |
 KK1773|                                                           dddmmss.s |
 KK1773| CP6187 23 RM 1                              13.148 METERS 08935     |
 KK1773| CP6186 23 AZ MK                                           1561009.6 |
 KK1773| CP6188 23 RM 2                              25.985 METERS 26944     |
 KK1773|---------------------------------------------------------------------|
 KK1773
 KK1773                          SUPERSEDED SURVEY CONTROL
 KK1773
 KK1773  NAD 83(1986)-  39 49 11.76363(N)    105 08 48.29593(W) AD(       ) 2
 KK1773  NAD 27      -  39 49 11.81325(N)    105 08 46.34594(W) AD(       ) 2
 KK1773  NGVD 29 (07/19/86) 1689.2    (m)         5542.     (f) VERT ANG       
 KK1773
 KK1773.Superseded values are not recommended for survey control.
 KK1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1773.See file dsdata.txt to determine how the superseded data were derived.
 KK1773
 KK1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE8744107782(NAD 83)
 KK1773_MARKER: DD = SURVEY DISK
 KK1773_SETTING: 0 = UNSPECIFIED SETTING
 KK1773
 KK1773  HISTORY     - Date     Condition        Report By
 KK1773  HISTORY     - 1977     MONUMENTED       CO-059
 KK1773
 KK1773                          STATION DESCRIPTION
 KK1773
 KK1773'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1773'THE STATION IS LOCATED 3 MILES WEST OF THE ARVADA CITY HALL, 1
 KK1773'MILE EAST OF INDIANA STREET AND 1/2 MILE NORTH OF WEST 64TH
 KK1773'AVENUE IN THE EAST-WEST FENCE THAT IS A HALF SECTION LINE AND
 KK1773'ABOUT 200 FEET EAST OF THE WEST 1/4 CORNER OF SECTION 5, T 3 S,
 KK1773'R 69 W.
 KK1773'
 KK1773'TO REACH THE STATION FROM THE ARVADA CITY HALL, GO
 KK1773'WEST-NORTHWEST ON RALSTON ROAD FOR 3.3 MILES TO A BOULEVARD TO
 KK1773'THE NORTH MARKED BY BRICK GATE POSTS.  TURN RIGHT AND GO
 KK1773'NORTHWEST FOR 0.6 MILE TO THE HIGHEST TWO HOUSES IN THE
 KK1773'SUBDIVISION WHICH ARE OLDER AND OF DIFFERENCE STYLE THAN THE
 KK1773'TRACT TYPE HOUSES.  THE STATION IS A FEW INCHES SOUTH OF THE
 KK1773'EAST-WEST BARBED WIRE FENCE THAT RUNS ALONG SECTION CENTERS FOR
 KK1773'AN INFINITE DISTANCE IN BOTH DIRECTIONS AND NORTH OF THE
 KK1773'WESTERN-MOST OF THE TWO OLD HOUSES.
 KK1773'
 KK1773'TO REACH THE AZIMUTH MARK FROM THE ARVADA CITY HALL, GO
 KK1773'WEST-NORTHWEST ON RALSTON ROAD 3.3 MILES TO A BOULEVARD TO THE
 KK1773'NORTH MARKED BY BRICK GATE POSTS.  THE MARK IS ON THE SOUTH TIP
 KK1773'OF THE ISLAND DIVIDING THE BOULEVARD.
 KK1773'
 KK1773'THE STATION MARK, STAMPED---23 JCMD 1977---, IS A 3-INCH BRONZE
 KK1773'DISK SET IN CONCRETE SEVERAL INCHES SOUTH OF THE HALF SECTION
 KK1773'FENCE AND NORTH OF THE WESTERN MOST OF TWO OLDER HOUSES.
 KK1773'
 KK1773'REFERENCE MARK 1, STAMPED---23 JCMD RM 1 1977---, IS A 3-INCH
 KK1773'BRONZE DISK SET IN CONCRETE SEVERAL INCHES SOUTH OF THE HALF
 KK1773'SECTION FENCE.
 KK1773'
 KK1773'REFERENCE MARK 2, STAMPED---23 JCMD RM 2 1977---, IS A 3-INCH
 KK1773'BRONZE DISK SET IN CONCRETE SEVERAL INCHES SOUTH OF THE HALF
 KK1773'SECTION FENCE.
 KK1773'
 KK1773'THE AZIMUTH MARK, STAMPED---23 JCMD AZM 1977---, IS A 3-INCH
 KK1773'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE SOUTH TIP OF THE
 KK1773'CONCRETE ISLAND DIVIDING THE ABOVE MENTIONED BOULEVARD BETWEEN
 KK1773'THE BRICK GATE POSTS AND 73 FEET NORTH OF THE CENTER OF WEST
 KK1773'64TH AVENUE.
 KK1773'
 KK1773'NOTE- FOR PERMISSION, CONTACT MR. AND MRS. ROBERT R. BUERGER,
 KK1773'12989 WEST 68TH AVENUE, TELEPHONE 303-424-1015.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0576 ***********************************************************************
 KJ0576  DESIGNATION -  23 GDD
 KJ0576  PID         -  KJ0576
 KJ0576  STATE/COUNTY-  CO/LINCOLN
 KJ0576  USGS QUAD   -  FLAGLER NW (1979)
 KJ0576
 KJ0576                         *CURRENT SURVEY CONTROL
 KJ0576  ___________________________________________________________________
 KJ0576* NAD 83(1986)-  39 27 45.     (N)    103 12 42.     (W)     SCALED    
 KJ0576* NAVD 88     -      1528.612  (meters)    5015.12   (feet)  ADJUSTED  
 KJ0576  ___________________________________________________________________
 KJ0576  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 KJ0576  DYNAMIC HT  -        1527.203 (meters)    5010.50  (feet)  COMP
 KJ0576  MODELED GRAV-     979,651.3   (mgal)                       NAVD 88
 KJ0576
 KJ0576  VERT ORDER  -  THIRD
 KJ0576
 KJ0576.The horizontal coordinates were scaled from a topographic map and have
 KJ0576.an estimated accuracy of +/- 6 seconds.
 KJ0576
 KJ0576.The orthometric height was determined by differential leveling
 KJ0576.and adjusted by the National Geodetic Survey in June 1991..
 KJ0576
 KJ0576.The geoid height was determined by GEOID03.
 KJ0576
 KJ0576.The dynamic height is computed by dividing the NAVD 88
 KJ0576.geopotential number by the normal gravity value computed on the
 KJ0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0576.degrees latitude (g = 980.6199 gals.).
 KJ0576
 KJ0576.The modeled gravity was interpolated from observed gravity values.
 KJ0576
 KJ0576;                    North         East    Units  Estimated Accuracy
 KJ0576;SPC CO C     -   488,130.    1,111,310.      MT  (+/- 180 meters Scaled)
 KJ0576
 KJ0576                          SUPERSEDED SURVEY CONTROL
 KJ0576
 KJ0576.No superseded survey control is available for this station.
 KJ0576
 KJ0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD538696(NAD 83)
 KJ0576_MARKER: DB = BENCH MARK DISK
 KJ0576_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KJ0576_SP_SET: COPPER-CLAD STEEL ROD
 KJ0576_STAMPING: GDD 23 1972
 KJ0576_MARK LOGO: USGS  
 KJ0576_PROJECTION: FLUSH
 KJ0576_MAGNETIC: I = MARKER IS A STEEL ROD
 KJ0576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KJ0576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0576+SATELLITE: SATELLITE OBSERVATIONS - 1972
 KJ0576_ROD/PIPE-DEPTH: 9.75 meters
 KJ0576
 KJ0576  HISTORY     - Date     Condition        Report By
 KJ0576  HISTORY     - 1972     MONUMENTED       USGS
 KJ0576
 KJ0576                          STATION DESCRIPTION
 KJ0576
 KJ0576'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KJ0576'AT THE EAST SIDE OF ARRIBA, COLORADO, FROM THE JUNCTION OF LINCOLN
 KJ0576'COUNTY ROAD 63 AND INTERSTATE 70, PROCEED 1.37 MILES NORTH ALONG A
 KJ0576'PAVED ROAD, THENCE 2 MILES EAST AND 5 MILES NORTH ALONG A GRAVELED
 KJ0576'ROAD, THENCE 1 MILE EAST AND 6 MILES NORTH ALONG A GRAVELED ROAD TO A
 KJ0576'WHITE CINDERBLOCK HOUSE AND A TRACK ROAD EAST, ABOUT 68 FEET EAST OF
 KJ0576'THE HOUSE, 3 FEET NORTH AND 36 FEET WEST OF OF THE TRACK ROAD
 KJ0576'INTERSECTION, 1 FOOT SOUTHEAST OF A FENCE CORNER, 2 FEET SOUTHEAST OF
 KJ0576'AN IRON WITNESS POST, LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1026 ***********************************************************************
 JK1026  DESIGNATION -  23E
 JK1026  PID         -  JK1026
 JK1026  STATE/COUNTY-  CO/PUEBLO
 JK1026  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1026
 JK1026                         *CURRENT SURVEY CONTROL
 JK1026  ___________________________________________________________________
 JK1026* NAD 83(1992)-  38 28 46.97920(N)    104 16 46.72009(W)     ADJUSTED  
 JK1026* NAVD 88     -      1575.00   (+/-2cm)    5167.3    (feet)  VERTCON   
 JK1026  ___________________________________________________________________
 JK1026  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 JK1026  GEOID HEIGHT-         -19.92  (meters)                     GEOID03
 JK1026
 JK1026  HORZ ORDER  -  SECOND
 JK1026  VERT ORDER  -  THIRD ? (See Below)
 JK1026
 JK1026.The horizontal coordinates were established by classical geodetic methods
 JK1026.and adjusted by the National Geodetic Survey in January 1993..
 JK1026
 JK1026.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1026.The vertical order pertains to the NGVD 29 superseded value.
 JK1026
 JK1026.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1026
 JK1026.The geoid height was determined by GEOID03.
 JK1026
 JK1026;                    North         East     Units Scale Factor Converg.
 JK1026;SPC CO S     -   506,723.176 1,020,884.572   MT  1.00000879   +0 44 54.7
 JK1026;SPC CO S     - 1,662,474.29  3,349,352.13   sFT  1.00000879   +0 44 54.7
 JK1026;UTM  13      - 4,259,288.512   562,831.459   MT  0.99964862   +0 26 53.7
 JK1026
 JK1026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1026!SPC CO S     -   0.99975606  x   1.00000879  =   0.99976485
 JK1026!UTM  13      -   0.99975606  x   0.99964862  =   0.99940476
 JK1026
 JK1026:                Primary Azimuth Mark                     Grid Az
 JK1026:SPC CO S     -  NORTHEAST                                192 27 05.3
 JK1026:UTM  13      -  NORTHEAST                                192 45 06.3
 JK1026
 JK1026|---------------------------------------------------------------------|
 JK1026| PID    Reference Object                     Distance      Geod. Az  |
 JK1026|                                                           dddmmss.s |
 JK1026| JK1038 NORTHEAST                           APPROX. 1.0 KM 1931200.0 |
 JK1026|---------------------------------------------------------------------|
 JK1026
 JK1026                          SUPERSEDED SURVEY CONTROL
 JK1026
 JK1026  NAD 83(1986)-  38 28 46.96743(N)    104 16 46.71599(W) AD(       ) 2
 JK1026  NAD 27      -  38 28 46.97899(N)    104 16 44.84146(W) AD(       ) 2
 JK1026  NGVD 29 (07/19/86) 1574.13   (m)         5164.5    (f) LEVELING    3  
 JK1026
 JK1026.Superseded values are not recommended for survey control.
 JK1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1026.See file dsdata.txt to determine how the superseded data were derived.
 JK1026
 JK1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6283159289(NAD 83)
 JK1026
 JK1026  HISTORY     - Date     Condition        Report By
 JK1026  HISTORY     - UNK      MONUMENTED
 JK1026  HISTORY     - 1976     GOOD             NGS
 JK1026
 JK1026                          STATION DESCRIPTION
 JK1026
 JK1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JK1026'STATION IS LOCATED ON LAND OCCUPIED BY THE FEDERAL TRANSPORTATION
 JK1026'GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES NORTHEAST OF
 JK1026'PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS ABOUT 2.75 MILES
 JK1026'NORTH OF THE FEDERAL HEADQUARTERS BUILDING, 0.3 MILE EAST OF THE
 JK1026'HIGH SPEED TRACK, ON A LOW RISE.
 JK1026'
 JK1026'STATION IS A STANDARD TRAVERSE STATION DISK, CLAMPED TO
 JK1026'THE TOP OF A COPPER COVERED ROD DRIVEN TO REFUSAL INTO THE GROUND,
 JK1026'SURROUNDED BY A 4-INCH TILE.  DISK PROJECTS ABOUT 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1770 ***********************************************************************
 KK1770  DESIGNATION -  24
 KK1770  PID         -  KK1770
 KK1770  STATE/COUNTY-  CO/JEFFERSON
 KK1770  USGS QUAD   -  GOLDEN (1994)
 KK1770
 KK1770                         *CURRENT SURVEY CONTROL
 KK1770  ___________________________________________________________________
 KK1770* NAD 83(1992)-  39 47 38.19109(N)    105 08 17.53386(W)     ADJUSTED  
 KK1770* NAVD 88     -      1683.6    (meters)    5524.     (feet)  VERTCON   
 KK1770  ___________________________________________________________________
 KK1770  LAPLACE CORR-         -14.58  (seconds)                    DEFLEC99
 KK1770  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 KK1770
 KK1770  HORZ ORDER  -  SECOND
 KK1770
 KK1770.The horizontal coordinates were established by classical geodetic methods
 KK1770.and adjusted by the National Geodetic Survey in January 1993..
 KK1770
 KK1770.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1770
 KK1770.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1770
 KK1770.The geoid height was determined by GEOID03.
 KK1770
 KK1770;                    North         East     Units Scale Factor Converg.
 KK1770;SPC CO C     -   522,512.612   945,389.859   MT  1.00000899   +0 13 41.5
 KK1770;SPC CO C     - 1,714,276.79  3,101,666.56   sFT  1.00000899   +0 13 41.5
 KK1770;UTM  13      - 4,404,896.334   488,167.575   MT  0.99960172   -0 05 18.4
 KK1770
 KK1770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1770!SPC CO C     -   0.99973851  x   1.00000899  =   0.99974750
 KK1770!UTM  13      -   0.99973851  x   0.99960172  =   0.99934033
 KK1770
 KK1770:                Primary Azimuth Mark                     Grid Az
 KK1770:SPC CO C     -  24 AZ MK                                 000 23 33.9
 KK1770:UTM  13      -  24 AZ MK                                 000 42 33.8
 KK1770
 KK1770|---------------------------------------------------------------------|
 KK1770| PID    Reference Object                     Distance      Geod. Az  |
 KK1770|                                                           dddmmss.s |
 KK1770| CP6189 24 AZ MK                                           0003715.4 |
 KK1770| CP6191 24 RM 2                              22.318 METERS 18136     |
 KK1770| CP6190 24 RM 1                              12.286 METERS 35643     |
 KK1770|---------------------------------------------------------------------|
 KK1770
 KK1770                          SUPERSEDED SURVEY CONTROL
 KK1770
 KK1770  NAD 83(1986)-  39 47 38.18730(N)    105 08 17.53170(W) AD(       ) 2
 KK1770  NAD 27      -  39 47 38.23574(N)    105 08 15.58194(W) AD(       ) 2
 KK1770  NGVD 29 (07/19/86) 1682.6    (m)         5520.     (f) VERT ANG       
 KK1770
 KK1770.Superseded values are not recommended for survey control.
 KK1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1770.See file dsdata.txt to determine how the superseded data were derived.
 KK1770
 KK1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE8816804896(NAD 83)
 KK1770_MARKER: DD = SURVEY DISK
 KK1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1770_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1770
 KK1770  HISTORY     - Date     Condition        Report By
 KK1770  HISTORY     - 1977     MONUMENTED       CO-059
 KK1770
 KK1770                          STATION DESCRIPTION
 KK1770
 KK1770'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1770'THE STATION IS LOCATED ALONG STATE HIGHWAY 72, WHICH IS WARD
 KK1770'ROAD IN ARVADA, IN THE NORTHWEST 1/4 OF SECTION 17, T 3 S,
 KK1770'R 69 W.
 KK1770'
 KK1770'TO REACH THE STATION FROM THE ARVADA CITY HALL GO WEST ON
 KK1770'RALSTON ROAD 2.7 MILES TO ITS INTERSECTION WITH WARD ROAD.
 KK1770'TURN LEFT, AND GO SOUTH 1.2 MILES TO A HIGH POINT ALONG THE
 KK1770'WEST RIGHT-OF-WAY FENCE AND ABOUT 500 FEET EAST OF A LARGE
 KK1770'WATER TOWER.
 KK1770'
 KK1770'TO REACH THE AZIMUTH MARK FOLLOW THE BICYCLE TRAIL BETWEEN THE
 KK1770'WARD ROAD AND ITS WEST RIGHT-OF-WAY FENCE FOR 0.2 MILE NORTH TO
 KK1770'THE SOUTHWEST CORNER OF A BRIDGE, WHERE THE TRAIL CROSSES VAN
 KK1770'BIBBER CREEK.
 KK1770'
 KK1770'THE STATION MARK, STAMPED---24 JCMD 1977---, IS A 3-INCH BRONZE
 KK1770'DISK SET IN CONCRETE SEVERAL INCHES BELOW THE GROUND, 36 FEET
 KK1770'WEST OF THE CENTER OF THE SOUTHBOUND HALF OF WARD ROAD, 27
 KK1770'FEET SOUTHWEST OF A TELEPHONE POLE AND 26 FEET NORTH OF THE
 KK1770'CENTER OF A DRIVEWAY TO THE WATER TOWER.
 KK1770'
 KK1770'REFERENCE MARK 1, STAMPED---24 JCMD RM 1 1977---, IS A 3-INCH
 KK1770'BRONZE DISK SET IN CONCRETE SEVERAL INCHES BELOW THE GROUND,
 KK1770'66.5 FEET NORTH OF THE CENTER OF DRIVEWAY TO THE TANK, 23 FEET
 KK1770'NORTHWEST OF A TELEPHONE POLE AND 39 FEET WEST OF THE CENTER OF
 KK1770'THE SOUTHBOUND HALF OF WARD ROAD.
 KK1770'
 KK1770'REFERENCE MARK 2, STAMPED---24 JCMD RM 2 1977---, IS A 3-INCH
 KK1770'BRONZE DISK SET IN CONCRETE SEVERAL INCHES BELOW THE GROUND, 39
 KK1770'FEET WEST OF THE CENTER OF THE SOUTHBOUND HALF OF WARD ROAD,
 KK1770'47.5 FEET SOUTH OF THE CENTER OF THE DRIVEWAY TO THE TOWER, AND
 KK1770'106 FEET SOUTHWEST OF A TELEPHONE POLE.
 KK1770'
 KK1770'THE AZIMUTH MARK, STAMPED---24 JCMD AZM 1977---, IS A 3-INCH
 KK1770'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF
 KK1770'A CONCRETE BICYCLE BRIDGE, 36 FEET WEST OF THE SOUTHBOUND HALF
 KK1770'OF WARD ROAD, 34 FEET NORTHWEST OF A TELEPHONE POLE AND 37 FEET
 KK1770'SOUTH OF THE CENTER OF THE BRIDGE AND VAN BIBBER CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0519 ***********************************************************************
 HM0519  DESIGNATION -  24 ES
 HM0519  PID         -  HM0519
 HM0519  STATE/COUNTY-  CO/SAN MIGUEL
 HM0519  USGS QUAD   -  JOE DAVIS HILL (1993)
 HM0519
 HM0519                         *CURRENT SURVEY CONTROL
 HM0519  ___________________________________________________________________
 HM0519* NAD 83(1992)-  37 59 01.19938(N)    108 45 46.58569(W)     ADJUSTED  
 HM0519* NAVD 88     -      1750.41   (+/-2cm)    5742.8    (feet)  VERTCON   
 HM0519  ___________________________________________________________________
 HM0519  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 HM0519  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 HM0519
 HM0519  HORZ ORDER  -  THIRD
 HM0519  VERT ORDER  -  THIRD ? (See Below)
 HM0519
 HM0519.The horizontal coordinates were established by classical geodetic methods
 HM0519.and adjusted by the National Geodetic Survey in November 1997..
 HM0519
 HM0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0519.The vertical order pertains to the NGVD 29 superseded value.
 HM0519
 HM0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 HM0519
 HM0519.The geoid height was determined by GEOID03.
 HM0519
 HM0519;                    North         East     Units Scale Factor Converg.
 HM0519;SPC CO S     -   455,972.995   627,819.153   MT  0.99994879   -2 00 05.1
 HM0519;SPC CO S     - 1,495,971.40  2,059,770.00   sFT  0.99994879   -2 00 05.1
 HM0519;UTM  12      - 4,206,363.891   696,463.628   MT  1.00007541   +1 22 38.0
 HM0519
 HM0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0519!SPC CO S     -   0.99972838  x   0.99994879  =   0.99967718
 HM0519!UTM  12      -   0.99972838  x   1.00007541  =   0.99980377
 HM0519
 HM0519:                Primary Azimuth Mark                     Grid Az
 HM0519:SPC CO S     -  KLONDIKE                                 084 27 51.2
 HM0519:UTM  12      -  KLONDIKE                                 081 05 08.1
 HM0519
 HM0519|---------------------------------------------------------------------|
 HM0519| PID    Reference Object                     Distance      Geod. Az  |
 HM0519|                                                           dddmmss.s |
 HM0519| HM0514 KLONDIKE                            APPROX.11.4 KM 0822746.1 |
 HM0519|---------------------------------------------------------------------|
 HM0519
 HM0519                          SUPERSEDED SURVEY CONTROL
 HM0519
 HM0519  NAD 83(1992)-  37 59 01.19418(N)    108 45 46.58504(W) AD(       ) 3
 HM0519  NAD 83(1986)-  37 59 01.19017(N)    108 45 46.58294(W) AD(       ) 3
 HM0519  NAD 27      -  37 59 01.21959(N)    108 45 44.22777(W) AD(       ) 3
 HM0519  NGVD 29 (07/19/86) 1749.25   (m)         5739.0    (f) LEVELING    3  
 HM0519
 HM0519.Superseded values are not recommended for survey control.
 HM0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0519.See file dsdata.txt to determine how the superseded data were derived.
 HM0519
 HM0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH9646406364(NAD 83)
 HM0519
 HM0519  HISTORY     - Date     Condition        Report By
 HM0519  HISTORY     - UNK      MONUMENTED       USGS
 HM0519  HISTORY     - 1949     GOOD             USGS
 HM0519
 HM0519                          STATION DESCRIPTION
 HM0519
 HM0519'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (EGA)
 HM0519'STATION IS LOCATED IN DISAPPOINTMENT VALLEY, 1 MI. S. OF THE
 HM0519'DISAPPOINTMENT CREEK.
 HM0519'
 HM0519'TO REACH FROM NATURITA POST OFFICE, TAKE HIGHWAY 90 3.9 MI. E. TO
 HM0519'JUNCTION OF HIGHWAY 80, TURN RIGHT (S.) ON HIGHWAY 80 28.0 MI. TO
 HM0519'RD. LEADING TO CEDAR, THENCE SE. ON CEDAR ROAD 2.0 MI. TO SIDE RD.,
 HM0519'THENCE W. ON SIDE RD. 1.6 MI. TO FORKS, TAKE RIGHT (W.) FORK 1.5 MI.
 HM0519'TO RD. S., 100 FT. W. OF BRIDGE OVER DISAPPOINTMENT CREEK.  TURN
 HM0519'LEFT (S.) 1.0 MI. TO STATION.  STATION LIES 45 FT. W. OF RD. AND 245
 HM0519'FT. N. OF POINT WHERE RD. CROSSES DRAW.
 HM0519'
 HM0519'STATION MARK--STANDARD TABLET, SET IN ROCK EMBEDDED FIRMLY IN GROUND
 HM0519'AND STAMPED ---ES 24 1948---.  (TOP 3 FT. OF THIS STATION HAS BEEN
 HM0519'KNOCKED OFF.)
 HM0519'
 HM0519'REFERENCE MARK NO. 1--CHISELED SQUARE, ON ROCK SET FIRMLY IN GROUND,
 HM0519'51.55 FT. DISTANT FROM STATION, S 24 DEG 25 MIN E.
 HM0519'(REFERENCE MARK OK.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4278 ***********************************************************************
 AE4278  DESIGNATION -  24 JH
 AE4278  PID         -  AE4278
 AE4278  STATE/COUNTY-  CO/EL PASO
 AE4278  USGS QUAD   -  ALTA VISTA (1970)
 AE4278
 AE4278                         *CURRENT SURVEY CONTROL
 AE4278  ___________________________________________________________________
 AE4278* NAD 83(1992)-  39 04 15.86678(N)    104 03 11.27541(W)     ADJUSTED  
 AE4278* NAVD 88     -      1937.8    (meters)    6358.     (feet)  GPS OBS   
 AE4278  ___________________________________________________________________
 AE4278  X           -  -1,204,358.023 (meters)                     COMP
 AE4278  Y           -  -4,811,404.227 (meters)                     COMP
 AE4278  Z           -   3,999,655.315 (meters)                     COMP
 AE4278  LAPLACE CORR-          -5.39  (seconds)                    DEFLEC99
 AE4278  ELLIP HEIGHT-        1918.82  (meters)          (12/03/02) GPS OBS
 AE4278  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 AE4278
 AE4278  HORZ ORDER  -  FIRST
 AE4278  ELLP ORDER  -  FOURTH    CLASS II
 AE4278
 AE4278.The horizontal coordinates were established by GPS observations
 AE4278.and adjusted by the National Geodetic Survey in October 1997..
 AE4278
 AE4278.The orthometric height was determined by GPS observations and a
 AE4278.high-resolution geoid model.
 AE4278
 AE4278.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4278
 AE4278.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4278
 AE4278.The ellipsoidal height was determined by GPS observations
 AE4278.and is referenced to NAD 83.
 AE4278
 AE4278.The geoid height was determined by GEOID03.
 AE4278
 AE4278;                    North         East     Units Scale Factor Converg.
 AE4278;SPC CO C     -   443,195.686 1,039,600.005   MT  0.99993605   +0 54 45.1
 AE4278;SPC CO C     - 1,454,051.18  3,410,754.35   sFT  0.99993605   +0 54 45.1
 AE4278;UTM  13      - 4,325,090.410   581,909.640   MT  0.99968261   +0 35 48.6
 AE4278
 AE4278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4278!SPC CO C     -   0.99969904  x   0.99993605  =   0.99963511
 AE4278!UTM  13      -   0.99969904  x   0.99968261  =   0.99938174
 AE4278
 AE4278                          SUPERSEDED SURVEY CONTROL
 AE4278
 AE4278  ELLIP H (10/31/97) 1918.82   (m)                       GP(       ) 4 1
 AE4278
 AE4278.Superseded values are not recommended for survey control.
 AE4278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4278.See file dsdata.txt to determine how the superseded data were derived.
 AE4278
 AE4278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED8191025090(NAD 83)
 AE4278_MARKER: DD = SURVEY DISK
 AE4278_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE4278_STAMPING: 24 JH 1970
 AE4278_MARK LOGO: USGS  
 AE4278_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4278+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4278
 AE4278  HISTORY     - Date     Condition        Report By
 AE4278  HISTORY     - 1996     MONUMENTED       NGS
 AE4278
 AE4278                          STATION DESCRIPTION
 AE4278
 AE4278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE4278'THE STATION IS LOCATED ABOUT 13 MI (20.9 KM) EAST-NORTHEAST OF CALHAN,
 AE4278'7 MI (11.3 KM) SOUTHEAST OF RAMAH AND 4 MI (6.4 KM) SOUTH OF THE
 AE4278'NORTHEAST CORNER OF EL PASO COUNTY, IN THE NORTHEAST 1/4 OF SECTION
 AE4278'25, T 11 S, R 60 W.  OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY  TO REACH THE
 AE4278'STATION, GO THE INTERSECTION OF HOLTWOOD ROAD (THE COUNTY LINE) AND
 AE4278'ALFORD ROAD AND THE STATION IN THE SOUTHWEST CORNER  THE MARK IS A
 AE4278'STANDARD DISK SOLDERED ON TOP OF A COPPER CLAD IRON ROD DRIVEN 9.1 M
 AE4278'(29.9 FT) IN THE GROUND, SURROUNDED BY A 6-INCH PVC PIPE, FLUSH WITH
 AE4278'THE GROUND.  IT IS 23.5 M (77.1 FT) WEST FROM HOLTWOOD ROAD, 15.3 M
 AE4278'(50.2 FT) WEST FROM A FENCE CORNER, 9.0 M (29.5 FT) SOUTH FROM ALFORD
 AE4278'ROAD, 0.55 M (1.80 FT) WEST FROM A METAL USGS WITNESS POST, 0.55 M
 AE4278'(1.80 FT) SOUTH FROM A PLASTIC WITNESS POST, 0.25 M (0.82 FT) NORTH
 AE4278'FROM A RIGHT-OF-WAY FENCE AND ABOUT 30 CM BELOW ALFORD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5115 ***********************************************************************
 AC5115  DESIGNATION -  24 JR
 AC5115  PID         -  AC5115
 AC5115  STATE/COUNTY-  CO/PUEBLO
 AC5115  USGS QUAD   -  FLYING A RANCH (1974)
 AC5115
 AC5115                         *CURRENT SURVEY CONTROL
 AC5115  ___________________________________________________________________
 AC5115* NAD 83(1992)-  38 05 32.92042(N)    104 09 44.62568(W)     ADJUSTED  
 AC5115* NAVD 88     -      1361.8    (meters)    4468.     (feet)  GPS OBS   
 AC5115  ___________________________________________________________________
 AC5115  X           -  -1,230,000.340 (meters)                     COMP
 AC5115  Y           -  -4,874,364.039 (meters)                     COMP
 AC5115  Z           -   3,914,355.149 (meters)                     COMP
 AC5115  LAPLACE CORR-          -5.26  (seconds)                    DEFLEC99
 AC5115  ELLIP HEIGHT-        1341.33  (meters)          (12/03/02) GPS OBS
 AC5115  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 AC5115
 AC5115  HORZ ORDER  -  FIRST
 AC5115  ELLP ORDER  -  FOURTH    CLASS II
 AC5115
 AC5115.The horizontal coordinates were established by GPS observations
 AC5115.and adjusted by the National Geodetic Survey in January 1997..
 AC5115
 AC5115.The orthometric height was determined by GPS observations and a
 AC5115.high-resolution geoid model.
 AC5115
 AC5115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5115
 AC5115.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5115
 AC5115.The ellipsoidal height was determined by GPS observations
 AC5115.and is referenced to NAD 83.
 AC5115
 AC5115.The geoid height was determined by GEOID03.
 AC5115
 AC5115;                    North         East     Units Scale Factor Converg.
 AC5115;SPC CO S     -   463,884.377 1,031,729.962   MT  0.99995553   +0 49 13.6
 AC5115;SPC CO S     - 1,521,927.33  3,384,934.05   sFT  0.99995553   +0 49 13.6
 AC5115;UTM  13      - 4,216,406.937   573,447.578   MT  0.99966644   +0 31 00.4
 AC5115
 AC5115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5115!SPC CO S     -   0.99978957  x   0.99995553  =   0.99974511
 AC5115!UTM  13      -   0.99978957  x   0.99966644  =   0.99945608
 AC5115
 AC5115                          SUPERSEDED SURVEY CONTROL
 AC5115
 AC5115  ELLIP H (01/17/97) 1341.32   (m)                       GP(       ) 1 1
 AC5115
 AC5115.Superseded values are not recommended for survey control.
 AC5115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5115.See file dsdata.txt to determine how the superseded data were derived.
 AC5115
 AC5115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC7344816407(NAD 83)
 AC5115_MARKER: DB = BENCH MARK DISK
 AC5115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5115_STAMPING: 24 JR 1954 4465
 AC5115_MARK LOGO: USGS  
 AC5115_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC5115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5115+STABILITY: SURFACE MOTION
 AC5115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5115+SATELLITE: SATELLITE OBSERVATIONS - 1954
 AC5115
 AC5115  HISTORY     - Date     Condition        Report By
 AC5115  HISTORY     - 1954     MONUMENTED       USGS
 AC5115
 AC5115                          STATION DESCRIPTION
 AC5115
 AC5115'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AC5115'THE STATION IS LOCATED ABOUT 24 MI (38.6 KM) EAST-SOUTHEAST OF PUEBLO,
 AC5115'5.25 MI (8.45 KM) SOUTH OF NEPESTA, AND 1.3 MI (2.1 KM)
 AC5115'SOUTH-SOUTHWEST OF THE FLYING A RANCH HEADQUARTERS, IN THE NORTHWEST
 AC5115'1/4 OF SECTION 31, T 22 S, R 60 W.  OWNERSHIP--PUEBLO COUNTY
 AC5115'RIGHT-OF-WAY.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 AC5115'HIGHWAY 50 AND COUNTY ROAD 64TH LANE AT U.S.  HIGHWAY 50 MILEPOST
 AC5115'343.3 WEST OF NEPESTA, GO SOUTH ON 64TH LANE FOR 2.45 MI (3.94 KM) TO
 AC5115'A T-INTERSECTION.  TURN RIGHT, WEST, ON GARNETT ROAD FOR 0.5 MI (0.8
 AC5115'KM) TO A SIDE ROAD LEFT, FLYING A ROAD.  TURN LEFT, SOUTH, ON FLYING A
 AC5115'ROAD FOR 1.5 MI (2.4 KM) TO THE FLYING A RANCH.  CONTINUE AHEAD,
 AC5115'SOUTH, 1.25 MI (2.01 KM) TO THE STATION ON THE RIGHT.  THE MARK IS A
 AC5115'STANDARD USGS BRASS DISK SET IN A 20 CM SQUARE CONCRETE POST,
 AC5115'PROJECTING 15 CM ABOVE THE GROUND.  IT IS 31.0 M (101.7 FT) EAST OF
 AC5115'THE EASTERN TOP EDGE OF A SMALL DAM, 14.7 M (48.2 FT) SOUTH-SOUTHWEST
 AC5115'OF THE FLYING A ROAD, 12.8 M (42.0 FT) EAST-SOUTHEAST OF A TRACK ROAD
 AC5115'SOUTH, 1.6 M (5.2 FT) SOUTH OF A WITNESS POST AND ABOUT THE SAME LEVEL
 AC5115'WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0361 ***********************************************************************
 HJ0361  DESIGNATION -  24 WF
 HJ0361  PID         -  HJ0361
 HJ0361  STATE/COUNTY-  CO/BENT
 HJ0361  USGS QUAD   -  TOONERVILLE NE (1966)
 HJ0361
 HJ0361                         *CURRENT SURVEY CONTROL
 HJ0361  ___________________________________________________________________
 HJ0361* NAD 83(1992)-  37 59 54.21288(N)    103 03 00.78305(W)     ADJUSTED  
 HJ0361* NAVD 88     -      1214.     (meters)    3983.     (feet)  SCALED    
 HJ0361  ___________________________________________________________________
 HJ0361  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 HJ0361  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 HJ0361
 HJ0361  HORZ ORDER  -  SECOND
 HJ0361
 HJ0361.The horizontal coordinates were established by classical geodetic methods
 HJ0361.and adjusted by the National Geodetic Survey in January 1993..
 HJ0361
 HJ0361.The orthometric height was scaled from a topographic map.
 HJ0361
 HJ0361.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0361
 HJ0361.The geoid height was determined by GEOID03.
 HJ0361
 HJ0361;                    North         East     Units Scale Factor Converg.
 HJ0361;SPC CO S     -   455,422.873 1,129,541.418   MT  0.99994949   +1 30 09.5
 HJ0361;SPC CO S     - 1,494,166.54  3,705,837.14   sFT  0.99994949   +1 30 09.5
 HJ0361;UTM  13      - 4,207,430.370   671,197.506   MT  0.99996098   +1 12 02.4
 HJ0361
 HJ0361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0361!SPC CO S     -   0.99981315  x   0.99994949  =   0.99976265
 HJ0361!UTM  13      -   0.99981315  x   0.99996098  =   0.99977414
 HJ0361
 HJ0361                          SUPERSEDED SURVEY CONTROL
 HJ0361
 HJ0361  NAD 83(1986)-  37 59 54.20240(N)    103 03 00.77341(W) AD(       ) 2
 HJ0361  NAD 27      -  37 59 54.17700(N)    103 02 59.04755(W) AD(       ) 2
 HJ0361
 HJ0361.Superseded values are not recommended for survey control.
 HJ0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0361.See file dsdata.txt to determine how the superseded data were derived.
 HJ0361
 HJ0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC7119807430(NAD 83)
 HJ0361_MARKER: DB = BENCH MARK DISK
 HJ0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0361
 HJ0361  HISTORY     - Date     Condition        Report By
 HJ0361  HISTORY     - 1954     MONUMENTED       USGS
 HJ0361
 HJ0361                          STATION DESCRIPTION
 HJ0361
 HJ0361'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (WRH)
 HJ0361'THE STATION IS LOCATED ABOUT 11 MILES AIRLINE EAST-SOUTHEAST
 HJ0361'OF LAS ANIMAS, 9.5 MILES AIRLINE SOUTHWEST OF HASTY, AND 24
 HJ0361'MILES AIRLINE WEST-SOUTHWEST OF LAMAR.
 HJ0361'
 HJ0361'THE MARK IS A STANDARD U.S.G.S. BENCH MARK DISK, SET IN THE TOP
 HJ0361'OF A 6-INCH SQUARE CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES,
 HJ0361'AND IS STAMPED 3981 24 WF 1949.  IT IS 33 FEET WEST OF THE
 HJ0361'CENTER LINE OF A NORTH-SOUTH ROAD, 30 FEET NORTH OF THE CENTER
 HJ0361'LINE OF AN EAST-WEST ROAD, 10 FEET WEST OF A FENCE CORNER,
 HJ0361'18 INCHES SOUTH OF A FENCE LINE, AND IS 233.482 FEET, 71.165
 HJ0361'METERS, NORTH-NORTHWEST OF TRIANGULATION STATION LAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0363 ***********************************************************************
 HJ0363  DESIGNATION -  24 WF SPIKE
 HJ0363  PID         -  HJ0363
 HJ0363  STATE/COUNTY-  CO/BENT
 HJ0363  USGS QUAD   -  TOONERVILLE NE (1966)
 HJ0363
 HJ0363                         *CURRENT SURVEY CONTROL
 HJ0363  ___________________________________________________________________
 HJ0363* NAD 83(1992)-  37 59 52.14917(N)    103 02 59.97153(W)     ADJUSTED  
 HJ0363* NAVD 88     -      1216.     (meters)    3989.     (feet)  SCALED    
 HJ0363  ___________________________________________________________________
 HJ0363  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 HJ0363  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 HJ0363
 HJ0363  HORZ ORDER  -  SECOND
 HJ0363
 HJ0363.The horizontal coordinates were established by classical geodetic methods
 HJ0363.and adjusted by the National Geodetic Survey in January 1993..
 HJ0363
 HJ0363.The orthometric height was scaled from a topographic map.
 HJ0363
 HJ0363.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0363
 HJ0363.The geoid height was determined by GEOID03.
 HJ0363
 HJ0363;                    North         East     Units Scale Factor Converg.
 HJ0363;SPC CO S     -   455,359.788 1,129,562.879   MT  0.99994946   +1 30 10.0
 HJ0363;SPC CO S     - 1,493,959.57  3,705,907.55   sFT  0.99994946   +1 30 10.0
 HJ0363;UTM  13      - 4,207,367.172   671,218.634   MT  0.99996107   +1 12 02.8
 HJ0363
 HJ0363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0363!SPC CO S     -   0.99981284  x   0.99994946  =   0.99976231
 HJ0363!UTM  13      -   0.99981284  x   0.99996107  =   0.99977391
 HJ0363
 HJ0363                          SUPERSEDED SURVEY CONTROL
 HJ0363
 HJ0363  NAD 83(1986)-  37 59 52.13870(N)    103 02 59.96188(W) AD(       ) 2
 HJ0363  NAD 27      -  37 59 52.11325(N)    103 02 58.23606(W) AD(       ) 2
 HJ0363
 HJ0363.Superseded values are not recommended for survey control.
 HJ0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0363.See file dsdata.txt to determine how the superseded data were derived.
 HJ0363
 HJ0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC7121907367(NAD 83)
 HJ0363_MARKER: S = SPIKE
 HJ0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0363_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HJ0363
 HJ0363  HISTORY     - Date     Condition        Report By
 HJ0363  HISTORY     - 1954     MONUMENTED       USGS
 HJ0363
 HJ0363                          STATION DESCRIPTION
 HJ0363
 HJ0363'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 HJ0363'THE STATION LAST IS LOCATED IN THE NORTHWEST CORNER OF A FIELD
 HJ0363'AT A CROSS ROAD.  IT IS ABOUT 11 MILES AIRLINE EAST-SOUTHEAST OF
 HJ0363'LAS ANIMAS, 9.5 MILES AIRLINE SOUTHWEST OF HASTY, AND 24 MILES
 HJ0363'AIRLINE WEST-SOUTHWEST OF LAMAR.
 HJ0363'
 HJ0363'TO REACH FROM THE U.S. POST OFFICE IN HASTY, GO SOUTH AND WEST
 HJ0363'ON STATE HIGHWAY 266 6.1 MILES TO CADDOA RAILROAD SIDING.
 HJ0363'CROSS RAILROAD TRACKS AND GO SOUTH 2.4 MILES.  TURN RIGHT AND GO
 HJ0363'WEST 4.6 MILES.  CONTINUE SOUTH 0.7 MILE
 HJ0363'TO A CROSS ROAD AND THE STATION ON THE LEFT IN THE NORTHWEST
 HJ0363'CORNER OF A FIELD.
 HJ0363'
 HJ0363'USGS BM IS A SPIKE CENTERED IN A 1-INCH-DIAMETER IRON WASHER
 HJ0363'THAT IS STAMPED USGS BM AND SET IN THE TOP OF A 4-INCH-DIAMETER
 HJ0363'CONCRETE CYLINDER THAT PROJECTS 4 INCHES.  IT IS 1 FOOT SOUTH OF
 HJ0363'A FENCE LINE, 27 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 HJ0363'ROAD, AND 1 FOOT LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1758 ***********************************************************************
 KK1758  DESIGNATION -  25
 KK1758  PID         -  KK1758
 KK1758  STATE/COUNTY-  CO/JEFFERSON
 KK1758  USGS QUAD   -  ARVADA (1994)
 KK1758
 KK1758                         *CURRENT SURVEY CONTROL
 KK1758  ___________________________________________________________________
 KK1758* NAD 83(1992)-  39 51 35.69208(N)    105 04 55.85542(W)     ADJUSTED  
 KK1758* NAVD 88     -      1676.9    (meters)    5502.     (feet)  VERTCON   
 KK1758  ___________________________________________________________________
 KK1758  LAPLACE CORR-         -11.39  (seconds)                    DEFLEC99
 KK1758  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 KK1758
 KK1758  HORZ ORDER  -  SECOND
 KK1758
 KK1758.The horizontal coordinates were established by classical geodetic methods
 KK1758.and adjusted by the National Geodetic Survey in January 1993..
 KK1758
 KK1758.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1758
 KK1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1758
 KK1758.The geoid height was determined by GEOID03.
 KK1758
 KK1758;                    North         East     Units Scale Factor Converg.
 KK1758;SPC CO C     -   529,858.255   950,154.434   MT  1.00002360   +0 15 48.6
 KK1758;SPC CO C     - 1,738,376.62  3,117,298.34   sFT  1.00002360   +0 15 48.6
 KK1758;UTM  13      - 4,412,212.514   492,970.650   MT  0.99960061   -0 03 09.6
 KK1758
 KK1758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1758!SPC CO C     -   0.99973963  x   1.00002360  =   0.99976323
 KK1758!UTM  13      -   0.99973963  x   0.99960061  =   0.99934035
 KK1758
 KK1758:                Primary Azimuth Mark                     Grid Az
 KK1758:SPC CO C     -  25 AZ MK                                 006 42 20.4
 KK1758:UTM  13      -  25 AZ MK                                 007 01 18.6
 KK1758
 KK1758|---------------------------------------------------------------------|
 KK1758| PID    Reference Object                     Distance      Geod. Az  |
 KK1758|                                                           dddmmss.s |
 KK1758| CP6192 25 AZ MK                                           0065809.0 |
 KK1758| CP6193 25 RM 1                              13.304 METERS 17005     |
 KK1758| CP6194 25 RM 2                              10.774 METERS 35224     |
 KK1758|---------------------------------------------------------------------|
 KK1758
 KK1758                          SUPERSEDED SURVEY CONTROL
 KK1758
 KK1758  NAD 83(1986)-  39 51 35.68802(N)    105 04 55.85341(W) AD(       ) 2
 KK1758  NAD 27      -  39 51 35.73982(N)    105 04 53.91185(W) AD(       ) 2
 KK1758  NGVD 29 (07/19/86) 1675.9    (m)         5498.     (f) VERT ANG       
 KK1758
 KK1758.Superseded values are not recommended for survey control.
 KK1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1758.See file dsdata.txt to determine how the superseded data were derived.
 KK1758
 KK1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE9297112213(NAD 83)
 KK1758_MARKER: DD = SURVEY DISK
 KK1758_SETTING: 0 = UNSPECIFIED SETTING
 KK1758
 KK1758  HISTORY     - Date     Condition        Report By
 KK1758  HISTORY     - 1977     MONUMENTED       CO-059
 KK1758
 KK1758                          STATION DESCRIPTION
 KK1758
 KK1758'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1758'THE STATION IS LOCATED 3.8 MILES NORTH OF THE ARVADA CITY HALL
 KK1758'ALONG STATE HIGHWAY 121 IN THE SOUTH 1/2 OF SECTION 23, T 2 S,
 KK1758'R 69 W.
 KK1758'
 KK1758'TO REACH THE STATION FROM THE ARVADA CITY HALL, GO NORTH ON
 KK1758'HIGHWAY 121 (WADSWORTH BOULEVARD) FOR 3.8 MILES TO A HISTORIC
 KK1758'WOOD SILO ON THE WEST SIDE, JUST SHORT OF THE POINT WHERE
 KK1758'HIGHWAY 121 ANGLES AWAY FROM WADSWORTH BOULEVARD TO THE LEFT.
 KK1758'THE STATION IS NEAR THE WEST FENCE OF HIGHWAY 121, NEARLY
 KK1758'100 FEET NORTH OF THE SILO.
 KK1758'
 KK1758'TO REACH THE AZIMUTH MARK CONTINUE NORTH BEARING RIGHT ONTO
 KK1758'OLD WADSWORTH BOULEVARD FOR 0.1 MILE TO THE NORTHWEST WINGWALL
 KK1758'OF A CONCRETE BRIDGE OVER A CANAL.
 KK1758'
 KK1758'THE STATION MARK, STAMPED---25 JCMD 1977---, IS A 3-INCH BRONZE
 KK1758'DISK SET IN CONCRETE 21 FEET SOUTHWEST OF THE CENTER OF A
 KK1758'MANHOLE, 96 FEET NORTH OF A TREE THAT IS DIRECTLY EAST OF THE
 KK1758'OLD SILO AND 15 FEET EAST-NORTHEAST OF A TELEPHONE POLE.
 KK1758'
 KK1758'REFERENCE MARK 1, STAMPED---25 JCMD RM 1 1977---, IS A 3-INCH
 KK1758'BRONZE DISK SET IN CONCRETE 56 FEET NORTH-NORTHWEST OF THE
 KK1758'CENTER OF A MANHOLE AND 52.5 FEET NORTH-NORTHWEST OF A
 KK1758'TELEPHONE POLE.
 KK1758'
 KK1758'REFERENCE MARK 2, STAMPED---25 JCMD RM 2 1977---, IS A 3-INCH
 KK1758'BRONZE DISK SET IN CONCRETE 30.5 FEET SOUTHWEST OF THE CENTER
 KK1758'OF THE MANHOLE, 31.5 FEET SOUTHEAST OF A TELEPHONE POLE AND 61
 KK1758'FEET NORTH OF AN 8 INCH TREE.
 KK1758'
 KK1758'THE AZIMUTH MARK, STAMPED---25 JCMD AZM 1977---, IS A 3-INCH
 KK1758'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE NORTHWEST WINGWALL
 KK1758'OF A CONCRETE BRIDGE OVER A CANAL, 20 FEET SOUTH OF AN IRON
 KK1758'SEWER CAP AND 58 FEET NORTHWEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0578 ***********************************************************************
 KJ0578  DESIGNATION -  25 GDD
 KJ0578  PID         -  KJ0578
 KJ0578  STATE/COUNTY-  CO/LINCOLN
 KJ0578  USGS QUAD   -  FLAGLER NW (1979)
 KJ0578
 KJ0578                         *CURRENT SURVEY CONTROL
 KJ0578  ___________________________________________________________________
 KJ0578* NAD 83(1986)-  39 24 16.     (N)    103 12 41.     (W)     SCALED    
 KJ0578* NAVD 88     -      1545.995  (meters)    5072.15   (feet)  ADJUSTED  
 KJ0578  ___________________________________________________________________
 KJ0578  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 KJ0578  DYNAMIC HT  -        1544.560 (meters)    5067.44  (feet)  COMP
 KJ0578  MODELED GRAV-     979,644.3   (mgal)                       NAVD 88
 KJ0578
 KJ0578  VERT ORDER  -  THIRD
 KJ0578
 KJ0578.The horizontal coordinates were scaled from a topographic map and have
 KJ0578.an estimated accuracy of +/- 6 seconds.
 KJ0578
 KJ0578.The orthometric height was determined by differential leveling
 KJ0578.and adjusted by the National Geodetic Survey in June 1991..
 KJ0578
 KJ0578.The geoid height was determined by GEOID03.
 KJ0578
 KJ0578.The dynamic height is computed by dividing the NAVD 88
 KJ0578.geopotential number by the normal gravity value computed on the
 KJ0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0578.degrees latitude (g = 980.6199 gals.).
 KJ0578
 KJ0578.The modeled gravity was interpolated from observed gravity values.
 KJ0578
 KJ0578;                    North         East    Units  Estimated Accuracy
 KJ0578;SPC CO C     -   481,690.    1,111,490.      MT  (+/- 180 meters Scaled)
 KJ0578
 KJ0578                          SUPERSEDED SURVEY CONTROL
 KJ0578
 KJ0578.No superseded survey control is available for this station.
 KJ0578
 KJ0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD539631(NAD 83)
 KJ0578_MARKER: DB = BENCH MARK DISK
 KJ0578_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KJ0578_SP_SET: COPPER-CLAD STEEL ROD
 KJ0578_STAMPING: GDD 25 1972
 KJ0578_MARK LOGO: USGS  
 KJ0578_PROJECTION: FLUSH
 KJ0578_MAGNETIC: I = MARKER IS A STEEL ROD
 KJ0578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KJ0578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0578+SATELLITE: SATELLITE OBSERVATIONS - 1972
 KJ0578_ROD/PIPE-DEPTH: 4.57 meters
 KJ0578
 KJ0578  HISTORY     - Date     Condition        Report By
 KJ0578  HISTORY     - 1972     MONUMENTED       USGS
 KJ0578
 KJ0578                          STATION DESCRIPTION
 KJ0578
 KJ0578'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KJ0578'AT THE EAST SIDE OF ARRIBA, COLORADO, FROM THE JUNCTION OF LINCOLN
 KJ0578'COUNTY ROAD 63 AND INTERSTATE 70, PROCEED 1.37 MILES NORTH ALONG A
 KJ0578'PAVED ROAD, THENCE 2 MILES EAST AND 5 MILES NORTH ALONG A GRAVELED
 KJ0578'ROAD, THENCE 1 MILE EAST AND 2 MILES NORTH ALONG A GRAVELED ROAD TO A
 KJ0578'T-ROAD WEST, 0.1 MILE EAST OF A TWO-STORY FARMHOUSE, 36 FEET NORTH AND
 KJ0578'33 FEET WEST OF THE T-ROAD INTERSECTION, 1 FOOT SOUTHEAST OF A WOODEN
 KJ0578'POWER POLE WITH A WITNESS SIGN ATTACHED, LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1757 ***********************************************************************
 KK1757  DESIGNATION -  26
 KK1757  PID         -  KK1757
 KK1757  STATE/COUNTY-  CO/JEFFERSON
 KK1757  USGS QUAD   -  ARVADA (1994)
 KK1757
 KK1757                         *CURRENT SURVEY CONTROL
 KK1757  ___________________________________________________________________
 KK1757* NAD 83(1992)-  39 49 52.74084(N)    105 03 59.20000(W)     ADJUSTED  
 KK1757* NAVD 88     -      1653.6    (meters)    5425.     (feet)  VERTCON   
 KK1757  ___________________________________________________________________
 KK1757  LAPLACE CORR-         -11.21  (seconds)                    DEFLEC99
 KK1757  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 KK1757
 KK1757  HORZ ORDER  -  SECOND
 KK1757
 KK1757.The horizontal coordinates were established by classical geodetic methods
 KK1757.and adjusted by the National Geodetic Survey in January 1993..
 KK1757
 KK1757.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1757
 KK1757.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1757
 KK1757.The geoid height was determined by GEOID03.
 KK1757
 KK1757;                    North         East     Units Scale Factor Converg.
 KK1757;SPC CO C     -   526,689.301   951,516.243   MT  1.00001710   +0 16 24.4
 KK1757;SPC CO C     - 1,727,979.82  3,121,766.21   sFT  1.00001710   +0 16 24.4
 KK1757;UTM  13      - 4,409,037.429   494,314.391   MT  0.99960040   -0 02 33.2
 KK1757
 KK1757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1757!SPC CO C     -   0.99974329  x   1.00001710  =   0.99976039
 KK1757!UTM  13      -   0.99974329  x   0.99960040  =   0.99934380
 KK1757
 KK1757|---------------------------------------------------------------------|
 KK1757| PID    Reference Object                     Distance      Geod. Az  |
 KK1757|                                                           dddmmss.s |
 KK1757| CP6196 26 RM 1                              15.346 METERS 09411     |
 KK1757| CP6195 26 AZ MK                                           1714739.6 |
 KK1757| CP6197 26 RM 2                              15.071 METERS 18634     |
 KK1757|---------------------------------------------------------------------|
 KK1757
 KK1757                          SUPERSEDED SURVEY CONTROL
 KK1757
 KK1757  NAD 83(1986)-  39 49 52.73689(N)    105 03 59.19795(W) AD(       ) 2
 KK1757  NAD 27      -  39 49 52.78793(N)    105 03 57.25685(W) AD(       ) 2
 KK1757  NGVD 29 (07/19/86) 1652.6    (m)         5422.     (f) VERT ANG       
 KK1757
 KK1757.Superseded values are not recommended for survey control.
 KK1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1757.See file dsdata.txt to determine how the superseded data were derived.
 KK1757
 KK1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE9431409037(NAD 83)
 KK1757_MARKER: DD = SURVEY DISK
 KK1757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1757_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1757
 KK1757  HISTORY     - Date     Condition        Report By
 KK1757  HISTORY     - 1977     MONUMENTED       CO-059
 KK1757
 KK1757                          STATION DESCRIPTION
 KK1757
 KK1757'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1757'THE STATION IS LOCATED 2 MILES WEST OF THE WESTMINSTER CITY
 KK1757'HALL, SEVERAL HUNDRED FEET SOUTH OF THE CENTER OF SECTION 36,
 KK1757'T 2 S, R 69 W.
 KK1757'
 KK1757'TO REACH THE STATION FROM THE WESTMINSTER CITY HALL, GO WEST
 KK1757'ON WEST 72ND AVENUE 2 MILES TO ITS INTERSECTION WITH OTIS
 KK1757'STREET.  TURN RIGHT AND GO NORTHEAST FOR A SEVERAL BLOCKS
 KK1757'AROUND LONG SWEEPING CURVES FIRST TO THE RIGHT, THEN TO THE
 KK1757'LEFT, UNTIL IT BECOMES KENDALL STREET AND INTERSECTS WEST 74TH
 KK1757'PLACE. THE STATION IS LOCATED ON THE CURB IN THE
 KK1757'NORTHWEST CORNER.
 KK1757'
 KK1757'THE AZIMUTH MARK IS REACHED BY GOING TO THE CENTER MEDIAN
 KK1757'BETWEEN WEST 72ND AVENUE AND A FRONTAGE ROAD ALONG ITS SOUTH
 KK1757'SIDE, AND IN FRONT OF A HOUSE ON THE SOUTH SIDE, AT 6244 WEST
 KK1757'72ND AVENUE.
 KK1757'
 KK1757'THE STATION MARK, STAMPED---26 JCMD 1977---, IS A 3-INCH BRONZE
 KK1757'DISK CEMENTED IN A DRILL HOLE IN THE SIDEWALK IN THE NORTHWEST
 KK1757'CORNER OF THE INTERSECTION, SEVERAL INCHES BACK FROM THE CURB.
 KK1757'
 KK1757'REFERENCE MARK 1, STAMPED---26 JCMD RM 1 1977---, IS A 3-INCH
 KK1757'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE SIDEWALK ON THE
 KK1757'NORTHEAST CORNER OF THE INTERSECTION, SEVERAL INCHES BACK FROM
 KK1757'THE CURB.
 KK1757'
 KK1757'REFERENCE MARK 2, STAMPED---26 JCMD RM 2 1977---, IS A 3-INCH
 KK1757'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE SIDEWALK ON THE
 KK1757'SOUTHWEST CORNER OF THE INTERSECTION, SEVERAL INCHES BACK FROM
 KK1757'THE CURB.
 KK1757'
 KK1757'THE AZIMUTH MARK, STAMPED---26 JCMD AZM 1977---, IS A 3-INCH BRONZE
 KK1757'DISK CEMENTED IN A DRILL HOLE IN THE NORTH CURB OF THE CENTER
 KK1757'MEDIAN 16-1/2 FEET SOUTH OF THE CENTER OF THE MAIN BOULEVARD,
 KK1757'99 FEET SOUTHWEST OF A FIRE HYDRANT AND 38-1/2 FEET NORTH OF THE
 KK1757'WATERMETER FOR A HOUSE AT 6244 WEST 72ND AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0579 ***********************************************************************
 KJ0579  DESIGNATION -  26 GDD
 KJ0579  PID         -  KJ0579
 KJ0579  STATE/COUNTY-  CO/LINCOLN
 KJ0579  USGS QUAD   -  FLAGLER NW (1979)
 KJ0579
 KJ0579                         *CURRENT SURVEY CONTROL
 KJ0579  ___________________________________________________________________
 KJ0579* NAD 83(1986)-  39 22 31.     (N)    103 12 40.     (W)     SCALED    
 KJ0579* NAVD 88     -      1547.434  (meters)    5076.87   (feet)  ADJUSTED  
 KJ0579  ___________________________________________________________________
 KJ0579  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 KJ0579  DYNAMIC HT  -        1545.993 (meters)    5072.15  (feet)  COMP
 KJ0579  MODELED GRAV-     979,640.7   (mgal)                       NAVD 88
 KJ0579
 KJ0579  VERT ORDER  -  THIRD
 KJ0579
 KJ0579.The horizontal coordinates were scaled from a topographic map and have
 KJ0579.an estimated accuracy of +/- 6 seconds.
 KJ0579
 KJ0579.The orthometric height was determined by differential leveling
 KJ0579.and adjusted by the National Geodetic Survey in June 1991..
 KJ0579
 KJ0579.The geoid height was determined by GEOID03.
 KJ0579
 KJ0579.The dynamic height is computed by dividing the NAVD 88
 KJ0579.geopotential number by the normal gravity value computed on the
 KJ0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0579.degrees latitude (g = 980.6199 gals.).
 KJ0579
 KJ0579.The modeled gravity was interpolated from observed gravity values.
 KJ0579
 KJ0579;                    North         East    Units  Estimated Accuracy
 KJ0579;SPC CO C     -   478,450.    1,111,600.      MT  (+/- 180 meters Scaled)
 KJ0579
 KJ0579                          SUPERSEDED SURVEY CONTROL
 KJ0579
 KJ0579.No superseded survey control is available for this station.
 KJ0579
 KJ0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD540599(NAD 83)
 KJ0579_MARKER: DB = BENCH MARK DISK
 KJ0579_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KJ0579_SP_SET: COPPER-CLAD STEEL ROD
 KJ0579_STAMPING: GDD 26 1972
 KJ0579_MARK LOGO: USGS  
 KJ0579_PROJECTION: FLUSH
 KJ0579_MAGNETIC: I = MARKER IS A STEEL ROD
 KJ0579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KJ0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0579+SATELLITE: SATELLITE OBSERVATIONS - 1972
 KJ0579_ROD/PIPE-DEPTH: 4.57 meters
 KJ0579
 KJ0579  HISTORY     - Date     Condition        Report By
 KJ0579  HISTORY     - 1972     MONUMENTED       USGS
 KJ0579
 KJ0579                          STATION DESCRIPTION
 KJ0579
 KJ0579'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KJ0579'AT THE EAST SIDE OF ARRIBA, COLORADO, FROM THE JUNCTION OF LINCOLN
 KJ0579'COUNTY ROAD 63 AND INTERSTATE 70, PROCEED 1.37 MILES NORTH ALONG A
 KJ0579'PAVED ROAD, THENCE 2 MILES EAST AND 5 MILES NORTH ALONG A GRAVELED
 KJ0579'ROAD,THENCE 1 MILE EAST ALONG A GRAVELED ROAD TO A CROSSROAD, 0.5
 KJ0579'MILES EAST OF A FARMHOUSE, 25 FEET NORTH AND 30 FEET EAST OF THE
 KJ0579'CROSSROAD INTERSECTION, 1 FOOT SOUTH OF AN IRON FENCE CORNER POST, 2
 KJ0579'FEET EAST OF AN IRON WITNESS POST, LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0085 ***********************************************************************
 HM0085  DESIGNATION -  269 D
 HM0085  PID         -  HM0085
 HM0085  STATE/COUNTY-  CO/MONTEZUMA
 HM0085  USGS QUAD   -  CORTEZ (1979)
 HM0085
 HM0085                         *CURRENT SURVEY CONTROL
 HM0085  ___________________________________________________________________
 HM0085* NAD 83(1986)-  37 20 45.     (N)    108 35 43.     (W)     SCALED    
 HM0085* NAVD 88     -      1885.107  (meters)    6184.72   (feet)  ADJUSTED  
 HM0085  ___________________________________________________________________
 HM0085  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 HM0085  DYNAMIC HT  -        1882.798 (meters)    6177.15  (feet)  COMP
 HM0085  MODELED GRAV-     979,338.4   (mgal)                       NAVD 88
 HM0085
 HM0085  VERT ORDER  -  SECOND    CLASS 0
 HM0085
 HM0085.The horizontal coordinates were scaled from a topographic map and have
 HM0085.an estimated accuracy of +/- 6 seconds.
 HM0085
 HM0085.The orthometric height was determined by differential leveling
 HM0085.and adjusted by the National Geodetic Survey in June 1991..
 HM0085
 HM0085.The geoid height was determined by GEOID03.
 HM0085
 HM0085.The dynamic height is computed by dividing the NAVD 88
 HM0085.geopotential number by the normal gravity value computed on the
 HM0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0085.degrees latitude (g = 980.6199 gals.).
 HM0085
 HM0085.The modeled gravity was interpolated from observed gravity values.
 HM0085
 HM0085;                    North         East    Units  Estimated Accuracy
 HM0085;SPC CO S     -   384,720.      640,190.      MT  (+/- 180 meters Scaled)
 HM0085
 HM0085                          SUPERSEDED SURVEY CONTROL
 HM0085
 HM0085  NGVD 29 (??/??/92) 1884.013  (m)         6181.13   (f) ADJ UNCH    2 0
 HM0085
 HM0085.Superseded values are not recommended for survey control.
 HM0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0085.See file dsdata.txt to determine how the superseded data were derived.
 HM0085
 HM0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG130359(NAD 83)
 HM0085_MARKER: DD = SURVEY DISK
 HM0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0085_STAMPING: 269-D 0 + 00
 HM0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0085+STABILITY: SURFACE MOTION
 HM0085
 HM0085  HISTORY     - Date     Condition        Report By
 HM0085  HISTORY     - UNK      MONUMENTED       CODH
 HM0085  HISTORY     - 1963     GOOD             NGS
 HM0085  HISTORY     - 1984     MARK NOT FOUND   NGS
 HM0085
 HM0085                          STATION DESCRIPTION
 HM0085
 HM0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HM0085'0.55 MI SW FROM CORTEZ.
 HM0085'0.55 MILE WEST AND SOUTH ALONG U.S. 160 AND U.S. 666 FROM THE
 HM0085'INTERSECTION OF MAIN ST. AND MARKET ST. IN THE CENTER OF CORTEZ.  THE
 HM0085'BENCH MARK IS DIRECTLY ACROSS THE HIGHWAY (WEST) FROM THE CORTEZ HIGH
 HM0085'SCHOOL ATHLETIC FIELD.  11.5 FT. W OF THE W CURB OF THE HIGHWAY. 22.0
 HM0085'FT. ESE OF A POWER POLE.  250 FT. S OF THE JOHNNIES GENERAL TIRE CO.
 HM0085'BLDG.  400 FT. N OF A GULF SERVICE STATION.  ABOUT 0.1 MI. S OF THE
 HM0085'INTERSECTION OF U. S. 160 AND U. S. 666.  A STANDARD COLORADO STATE
 HM0085'HIGHWAY DEPARTMENT RIGHT OF WAY MARKER DISK, STAMPED 269-D 0 + 00, SET
 HM0085'IN THE TOP OF A PRE CAST CONCRETE POST, 6 INCHES IN DIAMETER AND
 HM0085'PROJECTING ABOUT 3 INCHES.
 HM0085
 HM0085                          STATION RECOVERY (1984)
 HM0085
 HM0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HM0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3123 ***********************************************************************
 AA3123  DESIGNATION -  27 DGS
 AA3123  PID         -  AA3123
 AA3123  STATE/COUNTY-  CO/LAS ANIMAS
 AA3123  USGS QUAD   -  STONEWALL (1994)
 AA3123
 AA3123                         *CURRENT SURVEY CONTROL
 AA3123  ___________________________________________________________________
 AA3123* NAD 83(1992)-  37 09 08.37660(N)    105 00 49.64155(W)     ADJUSTED  
 AA3123* NAVD 88     -      2351.70   (meters)    7715.5    (feet)  LEVELING  
 AA3123  ___________________________________________________________________
 AA3123  X           -  -1,319,002.798 (meters)                     COMP
 AA3123  Y           -  -4,917,850.853 (meters)                     COMP
 AA3123  Z           -   3,832,290.684 (meters)                     COMP
 AA3123  LAPLACE CORR-         -12.13  (seconds)                    DEFLEC99
 AA3123  ELLIP HEIGHT-        2334.78  (meters)          (12/03/02) GPS OBS
 AA3123  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 AA3123
 AA3123  HORZ ORDER  -  FIRST
 AA3123  VERT ORDER  -  THIRD ?
 AA3123  ELLP ORDER  -  FOURTH    CLASS II
 AA3123
 AA3123.The horizontal coordinates were established by GPS observations
 AA3123.and adjusted by the National Geodetic Survey in December 1994..
 AA3123
 AA3123.The orthometric height was determined by differential leveling.
 AA3123.The vertical network tie was performed by a horz. field party for horz.
 AA3123.obs reductions. Reset procedures were used to establish the elevation.
 AA3123
 AA3123.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3123
 AA3123.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3123
 AA3123.The ellipsoidal height was determined by GPS observations
 AA3123.and is referenced to NAD 83.
 AA3123
 AA3123.The geoid height was determined by GEOID03.
 AA3123
 AA3123;                    North         East     Units Scale Factor Converg.
 AA3123;SPC CO S     -   358,813.794   957,594.251   MT  1.00001569   +0 17 53.6
 AA3123;SPC CO S     - 1,177,208.26  3,141,707.14   sFT  1.00001569   +0 17 53.6
 AA3123;UTM  13      - 4,111,770.788   498,775.532   MT  0.99960002   -0 00 30.0
 AA3123
 AA3123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3123!SPC CO S     -   0.99963374  x   1.00001569  =   0.99964942
 AA3123!UTM  13      -   0.99963374  x   0.99960002  =   0.99923391
 AA3123
 AA3123                          SUPERSEDED SURVEY CONTROL
 AA3123
 AA3123  ELLIP H (12/30/94) 2334.77   (m)                       GP(       ) 3 1
 AA3123
 AA3123.Superseded values are not recommended for survey control.
 AA3123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3123.See file dsdata.txt to determine how the superseded data were derived.
 AA3123
 AA3123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB9877611771(NAD 83)
 AA3123_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA3123_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA3123_SP_SET: HEADWALL OF MEDIUM STRUCTURE
 AA3123_STAMPING: 27 DGS 1962
 AA3123_MARK LOGO: USGS  
 AA3123_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3123+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA3123
 AA3123  HISTORY     - Date     Condition        Report By
 AA3123  HISTORY     - 1994     MONUMENTED       NGS
 AA3123
 AA3123                          STATION DESCRIPTION
 AA3123
 AA3123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RSC)
 AA3123'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) EAST OF STONEWALL GAP,
 AA3123'0.5 MI (0.8 KM) SOUTHEAST OF RUSSELL LAKE AND 0.25 MI (0.40 KM) EAST
 AA3123'OF STONEWALL, IN THE MAXWELL LAND GRANT, AT STATE HIGHWAY 12 MILEPOST
 AA3123'38.8. OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION RIGHT-OF-WAY. TO
 AA3123'REACH THE STATION FROM STATE HIGHWAY 12 AND STONEWALL GAP, GO EAST ON
 AA3123'STATE HIGHWAY 12 FOR 1.55 MI (2.49 KM) TO THE STATION ON THE LEFT IN
 AA3123'THE NORTHEAST CORNER OF BRIDGE--P 16 D-- OVER THE MIDDLE FORK OF THE
 AA3123'PURGATOIRE RIVER. THE DISK IS A STANDARD ALUMINUM DISK SET IN A DRILL
 AA3123'HOLE IN THE ABUTEMENT OF A BRIDGE.  IT IS 44.9 M (147.3 FT) WEST OF
 AA3123'THE CENTER OF A ROAD TO A HOUSE, 5.9 M (19.4 FT) NORTH OF THE CENTER
 AA3123'OF THE HIGHWAY, 2.2 M (7.2 FT) WEST OF A WITNESS POST AND ABOUT THE
 AA3123'SAME ELEVATION AS THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0186 ***********************************************************************
 LM0186  DESIGNATION -  27 G
 LM0186  PID         -  LM0186
 LM0186  STATE/COUNTY-  CO/GRAND
 LM0186  USGS QUAD   -  KREMMLING (1981)
 LM0186
 LM0186                         *CURRENT SURVEY CONTROL
 LM0186  ___________________________________________________________________
 LM0186* NAD 83(1986)-  40 03 29.     (N)    106 23 17.     (W)     SCALED    
 LM0186* NAVD 88     -      2245.971  (meters)    7368.66   (feet)  ADJUSTED  
 LM0186  ___________________________________________________________________
 LM0186  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 LM0186  DYNAMIC HT  -        2243.579 (meters)    7360.81  (feet)  COMP
 LM0186  MODELED GRAV-     979,480.4   (mgal)                       NAVD 88
 LM0186
 LM0186  VERT ORDER  -  SECOND    CLASS 0
 LM0186
 LM0186.The horizontal coordinates were scaled from a topographic map and have
 LM0186.an estimated accuracy of +/- 6 seconds.
 LM0186
 LM0186.The orthometric height was determined by differential leveling
 LM0186.and adjusted by the National Geodetic Survey in June 1991..
 LM0186
 LM0186.The geoid height was determined by GEOID03.
 LM0186
 LM0186.The dynamic height is computed by dividing the NAVD 88
 LM0186.geopotential number by the normal gravity value computed on the
 LM0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0186.degrees latitude (g = 980.6199 gals.).
 LM0186
 LM0186.The modeled gravity was interpolated from observed gravity values.
 LM0186
 LM0186;                    North         East    Units  Estimated Accuracy
 LM0186;SPC CO N     -   385,650.      838,640.      MT  (+/- 180 meters Scaled)
 LM0186
 LM0186                          SUPERSEDED SURVEY CONTROL
 LM0186
 LM0186  NGVD 29 (??/??/92) 2244.662  (m)         7364.36   (f) ADJ UNCH    2 0
 LM0186
 LM0186.Superseded values are not recommended for survey control.
 LM0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0186.See file dsdata.txt to determine how the superseded data were derived.
 LM0186
 LM0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE816351(NAD 83)
 LM0186_MARKER: DD = SURVEY DISK
 LM0186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0186_SP_SET: CURB
 LM0186_STAMPING: 27 G
 LM0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0186
 LM0186  HISTORY     - Date     Condition        Report By
 LM0186  HISTORY     - UNK      MONUMENTED       USGS
 LM0186  HISTORY     - 1951     GOOD             NGS
 LM0186  HISTORY     - 1976     GOOD             USGS
 LM0186
 LM0186                          STATION DESCRIPTION
 LM0186
 LM0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LM0186'IN KREMMLING.
 LM0186'AT KREMMLING, GRAND COUNTY, AT THE SOUTH ENTRANCE TO THE PUBLIC
 LM0186'SCHOOL, AND IN THE CENTER OF THE TOP OF THE EAST CONCRETE CURB WALL TO
 LM0186'THE STEPS.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 LM0186'27 G.
 LM0186
 LM0186                          STATION RECOVERY (1976)
 LM0186
 LM0186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LM0186'AT KREMMLING, GRAND COUNTY, AT THE SOUTH ENTRANCE TO THE GRAND COUNTY
 LM0186'PUBLIC LIBRARY, KREMMLING BRANCH, INSIDE A SMALL ENTRY, IN THE CENTER
 LM0186'OF THE TOP OF THE EAST CONCRETE CURB WALL TO THE STEPS. A STANDARD
 LM0186'UNITED STATES GEOLOGICAL SURVEY DISK, STAMPED 27 G 1930 7366.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0580 ***********************************************************************
 KJ0580  DESIGNATION -  27 GDD
 KJ0580  PID         -  KJ0580
 KJ0580  STATE/COUNTY-  CO/LINCOLN
 KJ0580  USGS QUAD   -  FLAGLER SW (1979)
 KJ0580
 KJ0580                         *CURRENT SURVEY CONTROL
 KJ0580  ___________________________________________________________________
 KJ0580* NAD 83(1986)-  39 21 38.     (N)    103 13 47.     (W)     SCALED    
 KJ0580* NAVD 88     -      1561.086  (meters)    5121.66   (feet)  ADJUSTED  
 KJ0580  ___________________________________________________________________
 KJ0580  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 KJ0580  DYNAMIC HT  -        1559.625 (meters)    5116.87  (feet)  COMP
 KJ0580  MODELED GRAV-     979,636.4   (mgal)                       NAVD 88
 KJ0580
 KJ0580  VERT ORDER  -  THIRD
 KJ0580
 KJ0580.The horizontal coordinates were scaled from a topographic map and have
 KJ0580.an estimated accuracy of +/- 6 seconds.
 KJ0580
 KJ0580.The orthometric height was determined by differential leveling
 KJ0580.and adjusted by the National Geodetic Survey in June 1991..
 KJ0580
 KJ0580.The geoid height was determined by GEOID03.
 KJ0580
 KJ0580.The dynamic height is computed by dividing the NAVD 88
 KJ0580.geopotential number by the normal gravity value computed on the
 KJ0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0580.degrees latitude (g = 980.6199 gals.).
 KJ0580
 KJ0580.The modeled gravity was interpolated from observed gravity values.
 KJ0580
 KJ0580;                    North         East    Units  Estimated Accuracy
 KJ0580;SPC CO C     -   476,780.    1,110,040.      MT  (+/- 180 meters Scaled)
 KJ0580
 KJ0580                          SUPERSEDED SURVEY CONTROL
 KJ0580
 KJ0580.No superseded survey control is available for this station.
 KJ0580
 KJ0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD525582(NAD 83)
 KJ0580_MARKER: DB = BENCH MARK DISK
 KJ0580_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KJ0580_SP_SET: COPPER-CLAD STEEL ROD
 KJ0580_STAMPING: GDD 27 1972
 KJ0580_MARK LOGO: USGS  
 KJ0580_PROJECTION: FLUSH
 KJ0580_MAGNETIC: I = MARKER IS A STEEL ROD
 KJ0580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KJ0580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0580+SATELLITE: SATELLITE OBSERVATIONS - 1972
 KJ0580_ROD/PIPE-DEPTH: 6.10 meters
 KJ0580
 KJ0580  HISTORY     - Date     Condition        Report By
 KJ0580  HISTORY     - 1972     MONUMENTED       USGS
 KJ0580
 KJ0580                          STATION DESCRIPTION
 KJ0580
 KJ0580'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KJ0580'AT THE EAST SIDE OF ARRIBA, COLORADO, FROM THE JUNCTION OF LINCOLN
 KJ0580'COUNTY ROAD 63 AND INTERSTATE 70, PROCEED 1.37 MILES NORTH ALONG A
 KJ0580'PAVED ROAD, THENCE 2 MILES EAST AND 4 MILES NORTH ALONG A GRAVELED
 KJ0580'ROAD TO A CROSSROAD, 30 FEET SOUTH AND 30 FEET WEST OF THE CROSSROAD
 KJ0580'INTERSECTION, 1 FOOT EAST OF AN IRON WITNESS POST, 1 FOOT LOWER THAN
 KJ0580'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1780 ***********************************************************************
 KK1780  DESIGNATION -  27 RESET
 KK1780  PID         -  KK1780
 KK1780  STATE/COUNTY-  CO/JEFFERSON
 KK1780  USGS QUAD   -  GOLDEN (1994)
 KK1780
 KK1780                         *CURRENT SURVEY CONTROL
 KK1780  ___________________________________________________________________
 KK1780* NAD 83(1992)-  39 49 50.97303(N)    105 11 03.35786(W)     ADJUSTED  
 KK1780* NAVD 88     -      1731.3    (meters)    5680.     (feet)  VERTCON   
 KK1780  ___________________________________________________________________
 KK1780  LAPLACE CORR-         -16.82  (seconds)                    DEFLEC99
 KK1780  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 KK1780
 KK1780  HORZ ORDER  -  SECOND
 KK1780
 KK1780.The horizontal coordinates were established by classical geodetic methods
 KK1780.and adjusted by the National Geodetic Survey in January 1993..
 KK1780
 KK1780.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1780
 KK1780.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1780
 KK1780.The geoid height was determined by GEOID03.
 KK1780
 KK1780;                    North         East     Units Scale Factor Converg.
 KK1780;SPC CO C     -   526,593.183   941,430.390   MT  1.00001699   +0 11 56.9
 KK1780;SPC CO C     - 1,727,664.47  3,088,676.20   sFT  1.00001699   +0 11 56.9
 KK1780;UTM  13      - 4,408,997.057   484,232.352   MT  0.99960306   -0 07 04.9
 KK1780
 KK1780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1780!SPC CO C     -   0.99973097  x   1.00001699  =   0.99974796
 KK1780!UTM  13      -   0.99973097  x   0.99960306  =   0.99933414
 KK1780
 KK1780:                Primary Azimuth Mark                     Grid Az
 KK1780:SPC CO C     -  27 AZ MK                                 002 21 48.8
 KK1780:UTM  13      -  27 AZ MK                                 002 40 50.6
 KK1780
 KK1780|---------------------------------------------------------------------|
 KK1780| PID    Reference Object                     Distance      Geod. Az  |
 KK1780|                                                           dddmmss.s |
 KK1780| CP6198 27 AZ MK                                           0023345.7 |
 KK1780| CP6199 27 RM 1                              15.592 METERS 01722     |
 KK1780| CP6200 27 RM 2                              32.280 METERS 08922     |
 KK1780|---------------------------------------------------------------------|
 KK1780
 KK1780                          SUPERSEDED SURVEY CONTROL
 KK1780
 KK1780  NAD 83(1986)-  39 49 50.96934(N)    105 11 03.35513(W) AD(       ) 2
 KK1780  NAD 27      -  39 49 51.01836(N)    105 11 01.40051(W) AD(       ) 2
 KK1780  NGVD 29 (07/19/86) 1730.3    (m)         5677.     (f) VERT ANG       
 KK1780
 KK1780.Superseded values are not recommended for survey control.
 KK1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1780.See file dsdata.txt to determine how the superseded data were derived.
 KK1780
 KK1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE8423208997(NAD 83)
 KK1780_MARKER: DD = SURVEY DISK
 KK1780_SETTING: 66 = SET IN ROCK OUTCROP
 KK1780_STAMPING: 27 JCMD 1977 1983
 KK1780_MARK LOGO: CO-059
 KK1780_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1780_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1780+STABILITY: POSITION/ELEVATION WELL
 KK1780
 KK1780  HISTORY     - Date     Condition        Report By
 KK1780  HISTORY     - 1983     MONUMENTED       CO-059
 KK1780
 KK1780                          STATION DESCRIPTION
 KK1780
 KK1780'DESCRIBED BY JEFFERSON COUNTY COLORADO 1983
 KK1780'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 KK1780'RECOVERED IN VERY POOR TO USELESS CONDITION.  A NEW STATION MARK WAS
 KK1780'SET, REFERENCE MARKS 3, 4 AND THE AZIMUTH MARK WAS RESET.  THE ANGLE
 KK1780'TO THE AZIMUTH MARK DID NOT CHECK THE 1977 ANGLE BY 15 SECONDS BUT THE
 KK1780'OLD AZIMUTH WAS OF POOR QUALITY.  A NEW DESCRIPTION IS GIVEN.
 KK1780' 
 KK1780'THE STATION IS LOCATED 9.0 KM (5.60 MI) NORTH-NORTHEAST OF THE
 KK1780'COURTHOUSE IN GOLDEN, 4.8 KM (3.00 MI) EAST OF THE DAM FACE OF RALSTON
 KK1780'RESERVOIR, 1.4 KM (0.85 MI) SOUTH OF THE VILLAGE OF LEYDON, AND IN THE
 KK1780'SE QUARTER OF SECTION 35, T 2 S, R 70 W.  OWNERSHIP--THE STATION
 KK1780'SHOULD BE ON ROAD RIGHT-OF-WAY, BUT DO NOT LEAVE A MESS AROUND AS IT
 KK1780'IS IN THE FRONT YARD OF A HOUSE.  TO REACH THE STATION FROM THE
 KK1780'INTERSECTION OF WEST 82ND AVENUE AND QUAKER STREET IN THE VILLAGE OF
 KK1780'LEYDEN, GO SOUTH ON QUAKER STREET FOR 1.8 KM (1.10 MI) TO THE STATION
 KK1780'ON THE RIGHT IN THE NORTHWEST CORNER OF THE INTERSECTION OF QUAKER
 KK1780'STREET AND WEST 74TH AVENUE.
 KK1780' 
 KK1780'THE STATION IS A STANDARD JCMD DISK STAMPED--JCMD 1977 1983--, SET
 KK1780'INTO PARTIALLY EXPOSED BOULDER OF 2.5 METERS (8.2 FT) 8 FEET.  (2.4 M)
 KK1780'LOCATED 18.6 METERS (61.0 FT) FROM THE CENTERLINE OF NORTH QUAKER
 KK1780'STREET.  7.0 METERS (23.0 FT) NORTH FROM THE CENTER OF WEST 74TH
 KK1780'AVENUE.  10.7 METERS (35.1 FT) WEST-NORTHWEST FROM A POWER POLE 7405
 KK1780'AND 3.7 METERS (12.1 FT) EAST-SOUTHEAST FROM A TELPHONE JUNCTION BOX
 KK1780'--CP 7405--.
 KK1780' 
 KK1780'REFERENCE MARK NO 3 IS A STANDARD JCMD DISK STAMPED--JCMD 27 1977 RM 3
 KK1780'1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT (30 CM) 12
 KK1780'INCHES FLUSH WITH GROUND.  LOCATED 16.2 METERS (53.1 FT) WEST FROM THE
 KK1780'CENTERLINE OF QUAKER STREET.  13.1 METERS (43.0 FT) SOUTH FROM THE
 KK1780'CENTER OF WEST 74TH AVE 0.9 METER (3.0 FT) NORTH FROM THE CENTER OF
 KK1780'TELEPHONE JUNCTION BOX 1-452.  0.5 METER (1.6 FT) NORTH FROM THE NORTH
 KK1780'END OF A SPLIT RAIL FENCE GOING SOUTH AND LEVEL WITH THE STATION.
 KK1780' 
 KK1780'REFERENCE MARK NO 4 IS A STANDARD JCMD DISK STAMPED--JCMD 27 1977 RM 4
 KK1780'1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, (30 CM) 12
 KK1780'INCHES PROJECTING (2 CM) 1 INCH ABOVE THE GROUND.  LOCATED 14.0 METERS
 KK1780'(45.9 FT) EAST FROM THE CENTERLINE OF QUAKER STREET.  9.8 METERS (32.2
 KK1780'FT) NORTH FROM THE CENTERLINE OF WEST 74TH AVENUE AND 0.5 METER (1.6
 KK1780'FT) WEST FROM A CHAINLINK FENCE CORNER AND LEVEL WITH THE STATION.
 KK1780' 
 KK1780'AZIMUTH MARK NO 1 IS A STANDARD JCMD DISK STAMPED--JCMD 27 1977 AZ MK
 KK1780'1983--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT (30 CM) 12
 KK1780'INCHES IN DIAMETER FLUSH WITH GROUND. LOCATED 16.8 METERS (55.1 FT)
 KK1780'SOUTH FROM THE CENTER OF WEST 76TH AVENUE.  10.4 METERS (34.1 FT) EAST
 KK1780'FROM THE CENTER OF NORTH QUAKER STREET.  5.5 METERS (18.0 FT) SOUTH
 KK1780'FROM THE CORNER OF A FENCE AND 0.6 METER (2.0 FT) WEST FROM THE FENCE.
 KK1780'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF WEST 82ND AVENUE
 KK1780'AND QUAKER STREET, IN THE VILLAGE OF LEYDEN, GO SOUTH ON QUAKER STREET
 KK1780'FOR 1.2 KM (0.75 MI) TO THE MARK ON THE LEFT, SOUTHEAST CORNER OF THE
 KK1780'INTERSECTION OF QUAKER STREET AND WEST 76TH AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0710 ***********************************************************************
 KK0710  DESIGNATION -  272
 KK0710  PID         -  KK0710
 KK0710  STATE/COUNTY-  CO/JEFFERSON
 KK0710  USGS QUAD   -  PINE (1994)
 KK0710
 KK0710                         *CURRENT SURVEY CONTROL
 KK0710  ___________________________________________________________________
 KK0710* NAD 83(1992)-  39 23 35.26422(N)    105 16 42.45105(W)     ADJUSTED  
 KK0710* NAVD 88     -      2022.235  (meters)    6634.62   (feet)  ADJUSTED  
 KK0710  ___________________________________________________________________
 KK0710  X           -  -1,301,028.858 (meters)                     COMP
 KK0710  Y           -  -4,762,795.221 (meters)                     COMP
 KK0710  Z           -   4,027,415.223 (meters)                     COMP
 KK0710  LAPLACE CORR-         -11.86  (seconds)                    DEFLEC99
 KK0710  ELLIP HEIGHT-        2007.85  (meters)          (12/03/02) GPS OBS
 KK0710  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 KK0710  DYNAMIC HT  -        2020.095 (meters)    6627.60  (feet)  COMP
 KK0710  MODELED GRAV-     979,496.3   (mgal)                       NAVD 88
 KK0710
 KK0710  HORZ ORDER  -  FIRST
 KK0710  VERT ORDER  -  FIRST     CLASS II
 KK0710  ELLP ORDER  -  FOURTH    CLASS II
 KK0710
 KK0710.The horizontal coordinates were established by GPS observations
 KK0710.and adjusted by the National Geodetic Survey in August 1995..
 KK0710
 KK0710.The orthometric height was determined by differential leveling
 KK0710.and adjusted by the National Geodetic Survey in June 1991..
 KK0710.WARNING-GPS observations at this control monument resulted in a GPS
 KK0710.derived orthometric height which differed from the leveled height by
 KK0710.more than one decimeter (0.1 meter).
 KK0710
 KK0710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK0710
 KK0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK0710
 KK0710.The ellipsoidal height was determined by GPS observations
 KK0710.and is referenced to NAD 83.
 KK0710
 KK0710.The geoid height was determined by GEOID03.
 KK0710
 KK0710.The dynamic height is computed by dividing the NAVD 88
 KK0710.geopotential number by the normal gravity value computed on the
 KK0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0710.degrees latitude (g = 980.6199 gals.).
 KK0710
 KK0710.The modeled gravity was interpolated from observed gravity values.
 KK0710
 KK0710;                    North         East     Units Scale Factor Converg.
 KK0710;SPC CO C     -   477,974.296   933,485.515   MT  0.99994887   +0 08 23.0
 KK0710;SPC CO C     - 1,568,154.00  3,062,610.39   sFT  0.99994887   +0 08 23.0
 KK0710;UTM  13      - 4,360,440.980   476,021.760   MT  0.99960708   -0 10 36.2
 KK0710
 KK0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK0710!SPC CO C     -   0.99968509  x   0.99994887  =   0.99963398
 KK0710!UTM  13      -   0.99968509  x   0.99960708  =   0.99929229
 KK0710
 KK0710                          SUPERSEDED SURVEY CONTROL
 KK0710
 KK0710  ELLIP H (08/03/95) 2007.89   (m)                       GP(       ) 2 2
 KK0710  NGVD 29 (??/??/92) 2021.112  (m)         6630.93   (f) ADJ UNCH    1 2
 KK0710
 KK0710.Superseded values are not recommended for survey control.
 KK0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0710.See file dsdata.txt to determine how the superseded data were derived.
 KK0710
 KK0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7602260441(NAD 83)
 KK0710_MARKER: DD = SURVEY DISK
 KK0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0710_SP_SET: CONCRETE POST
 KK0710_STAMPING: 272 BM 6632 1930
 KK0710_MARK LOGO: DMWW  
 KK0710_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0710+STABILITY: SURFACE MOTION
 KK0710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0710+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1995
 KK0710
 KK0710  HISTORY     - Date     Condition        Report By
 KK0710  HISTORY     - 1930     MONUMENTED       DMWW
 KK0710  HISTORY     - 1955     GOOD             NGS
 KK0710  HISTORY     - 1955     GOOD             NGS
 KK0710  HISTORY     - 19890927 GOOD             NGS
 KK0710  HISTORY     - 19950428 GOOD             CODOT
 KK0710
 KK0710                          STATION DESCRIPTION
 KK0710
 KK0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KK0710'AT BUFFALO CREEK.
 KK0710'AT BUFFALO CREEK, 188.2 FEET SOUTHWEST OF THE SOUTH CORNER OF THE
 KK0710'STONE POST OFFICE BUILDING, 86.9 FEET NORTH OF THE NORTHEAST CORNER
 KK0710'OF THE CATHOLIC CHURCH, 37.4 FEET NORTH OF A TELEPHONE POLE, 66.8
 KK0710'FEET SOUTHEAST OF THE CENTER LINE OF A GRAVELED ROAD, 0.7 FOOT
 KK0710'NORTHWEST OF A WITNESS POST, 1.0 FOOT BELOW THE TOP OF THE GROUND,
 KK0710'SET IN THE TOP OF A CONCRETE POST.
 KK0710
 KK0710                          STATION RECOVERY (1955)
 KK0710
 KK0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0710'RECOVERED IN GOOD CONDITION.
 KK0710
 KK0710                          STATION RECOVERY (1989)
 KK0710
 KK0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KK0710'RECOVERED IN GOOD CONDITION.
 KK0710
 KK0710                          STATION RECOVERY (1995)
 KK0710
 KK0710'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (KAW)
 KK0710'THE STATION WILL BE USED DURING A COLORADO HARN DENSIFICATION
 KK0710'PROJECT.
 KK0710' 
 KK0710'THE STATION IS LOCATED ABOUT 9 MILES (14.5 KM) SOUTHEAST OF PINE
 KK0710'JUNCTION ALONG JEFFERSON COUNTY ROAD 126 (JCR 126) IN BUFFALO CREEK IN
 KK0710'THE SOUTHEAST 1/4 OF SECTION 36, T 7 S, R 71 W, 6TH P.M. OWNERSHIP--
 KK0710'ST. ELIZABETH'S CHURCH, 17700 JCR 126.
 KK0710' 
 KK0710'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 285 AND JCR 126
 KK0710'IN PINE JUNCTION, PROCEED SOUTHEAST ON JCR 126 FOR 9.2 MI (14.8 KM) TO
 KK0710'THE JUNCTION WITH JCR 96 IN BUFFALO CREEK, TURN LEFT, AND GO EAST ON
 KK0710'JCR 96 FOR 300 FT (91.4 M) TO THE STATION ON THE RIGHT ON THE GROUNDS
 KK0710'OF ST. ELIZABETH'S CHRUCH.
 KK0710' 
 KK0710'THE STATION IS A 3 IN BRASS DENVER METRO. WATER WORKS (DMWW) DISK SET
 KK0710'IN THE TOP OF A CONCRETE POST RECESSED 20 CM BELOW THE GROUND.  IT IS
 KK0710'84.1 M (275.9 FT) NORTHEAST OF THE CENTER OF JCR 126, 26.4 M (86.6 FT)
 KK0710'NORTH OF THE NORTHEST CORNER OF ST. ELIZABETH'S CHURCH, 19.7 M (64.6
 KK0710'FT) SOUTHEAST OF THE CENTER OF JCR 96, 13.0 M (42.7 FT) SOUTHEAST OF A
 KK0710'COLORADO DEPARTMENT OF TRANSPORTATION FIBERGLASS WITNESS POST AND POLE
 KK0710'FENCE, AND 5.1 M (16.7 FT) NORTHWEST OF A 1 FT (0.3 M) DIAMETER
 KK0710'PONDEROSA PINE.
 KK0710' 
 KK0710'DESCRIPTION BY K.A. WILLIAMS, CODOT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1908 ***********************************************************************
 KK1908  DESIGNATION -  28
 KK1908  PID         -  KK1908
 KK1908  STATE/COUNTY-  CO/JEFFERSON
 KK1908  USGS QUAD   -  RALSTON BUTTES (1965)
 KK1908
 KK1908                         *CURRENT SURVEY CONTROL
 KK1908  ___________________________________________________________________
 KK1908* NAD 83(1992)-  39 49 47.43126(N)    105 20 08.82305(W)     ADJUSTED  
 KK1908* NAVD 88     -      2726.5    (meters)    8945.     (feet)  VERTCON   
 KK1908  ___________________________________________________________________
 KK1908  LAPLACE CORR-         -22.11  (seconds)                    DEFLEC99
 KK1908  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 KK1908
 KK1908  HORZ ORDER  -  SECOND
 KK1908
 KK1908.The horizontal coordinates were established by classical geodetic methods
 KK1908.and adjusted by the National Geodetic Survey in January 1993..
 KK1908
 KK1908.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1908
 KK1908.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1908
 KK1908.The geoid height was determined by GEOID03.
 KK1908
 KK1908;                    North         East     Units Scale Factor Converg.
 KK1908;SPC CO C     -   526,449.683   928,459.824   MT  1.00001677   +0 06 12.8
 KK1908;SPC CO C     - 1,727,193.67  3,046,121.94   sFT  1.00001677   +0 06 12.8
 KK1908;UTM  13      - 4,408,925.554   471,266.516   MT  0.99961016   -0 12 54.3
 KK1908
 KK1908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1908!SPC CO C     -   0.99957472  x   1.00001677  =   0.99959149
 KK1908!UTM  13      -   0.99957472  x   0.99961016  =   0.99918505
 KK1908
 KK1908|---------------------------------------------------------------------|
 KK1908| PID    Reference Object                     Distance      Geod. Az  |
 KK1908|                                                           dddmmss.s |
 KK1908| CP6201 28 RM 1                              12.462 METERS 01953     |
 KK1908| KK1907 28 PT A                              16.995 METERS 06515     |
 KK1908| KK1905 BELCHER                             APPROX. 2.7 KM 1093046.2 |
 KK1908| CP6202 28 RM 2                              10.993 METERS 27628     |
 KK1908|---------------------------------------------------------------------|
 KK1908
 KK1908                          SUPERSEDED SURVEY CONTROL
 KK1908
 KK1908  NAD 83(1986)-  39 49 47.42846(N)    105 20 08.82136(W) AD(       ) 2
 KK1908  NAD 27      -  39 49 47.47460(N)    105 20 06.85332(W) AD(       ) 2
 KK1908  NGVD 29 (07/19/86) 2725.3    (m)         8941.     (f) VERT ANG       
 KK1908
 KK1908.Superseded values are not recommended for survey control.
 KK1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1908.See file dsdata.txt to determine how the superseded data were derived.
 KK1908
 KK1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE7126708926(NAD 83)
 KK1908_MARKER: DD = SURVEY DISK
 KK1908_SETTING: 66 = SET IN ROCK OUTCROP
 KK1908
 KK1908  HISTORY     - Date     Condition        Report By
 KK1908  HISTORY     - 1977     MONUMENTED       CO-059
 KK1908
 KK1908                          STATION DESCRIPTION
 KK1908
 KK1908'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1908'THE STATION IS LOCATED 7 MILES NORTHWEST OF GOLDEN, ATOP A
 KK1908'MOUNTAIN AT THE HEAD OF VAN BIBBER CREEK, IN THE SOUTHEAST
 KK1908'1/4 OF SECTION 33, T 2 S, R 71 W.
 KK1908'
 KK1908'TO REACH THIS STATION FROM THE JEFFERSON COUNTY COURTHOUSE IN
 KK1908'GOLDEN, GO NORTH 2 MILES ON STATE HIGHWAY 93 TO ITS
 KK1908'INTERSECTION WITH COUNTY ROAD 70 UP GOLDEN GATE CANYON ON THE
 KK1908'LEFT.  TURN LEFT AND GO 3.8 MILES TO A FORK.  BEAR RIGHT
 KK1908'ONTO CRAWFORD GULCH ROAD AND GO NORTHWEST 3.9 MILES TO A
 KK1908'4-WAY INTERSECTION.  CONTINUE STRAIGHT AHEAD FOR 1.2 MILES
 KK1908'TO THE HIGHEST POINT ON THE ROAD.  BEGIN THE 40 MINUTE PACK
 KK1908'SOUTHWEST 1/2 MILE TO THE SOUTHEAST POINT, NEARLY 50 FEET
 KK1908'LOWER THAN THE HIGHEST POINT OF THE HIGHEST MOUNTAIN IN THE
 KK1908'AREA.
 KK1908'
 KK1908'THE STATION MARK, STAMPED---28 JCMD 1977---, IS A 3-INCH BRONZE
 KK1908'DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP WHICH RUNS
 KK1908'EAST-SOUTHEAST, THE STATION BEING ABOUT 300 FEET EAST-SOUTHEAST
 KK1908'OF THE HIGHEST POINT ON THE OUTCROP.
 KK1908'
 KK1908'REFERENCE MARK 1, STAMPED---28 JCMD RM 1 1977---, IS A 3-INCH
 KK1908'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP AT
 KK1908'A HIGH POINT ON THE NORTH RIM, 40 FEET NORTH-NORTHEAST OF THE
 KK1908'STATION.
 KK1908'
 KK1908'REFERENCE MARK 2, STAMPED---28 JCMD RM 2 1977---, IS A 3-INCH
 KK1908'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP ON
 KK1908'THE WEST EDGE, 38 FEET WEST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0581 ***********************************************************************
 KJ0581  DESIGNATION -  28 GDD
 KJ0581  PID         -  KJ0581
 KJ0581  STATE/COUNTY-  CO/LINCOLN
 KJ0581  USGS QUAD   -  FLAGLER SW (1979)
 KJ0581
 KJ0581                         *CURRENT SURVEY CONTROL
 KJ0581  ___________________________________________________________________
 KJ0581* NAD 83(1986)-  39 19 55.     (N)    103 13 48.     (W)     SCALED    
 KJ0581* NAVD 88     -      1557.886  (meters)    5111.16   (feet)  ADJUSTED  
 KJ0581  ___________________________________________________________________
 KJ0581  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 KJ0581  DYNAMIC HT  -        1556.423 (meters)    5106.36  (feet)  COMP
 KJ0581  MODELED GRAV-     979,632.8   (mgal)                       NAVD 88
 KJ0581
 KJ0581  VERT ORDER  -  THIRD
 KJ0581
 KJ0581.The horizontal coordinates were scaled from a topographic map and have
 KJ0581.an estimated accuracy of +/- 6 seconds.
 KJ0581
 KJ0581.The orthometric height was determined by differential leveling
 KJ0581.and adjusted by the National Geodetic Survey in June 1991..
 KJ0581
 KJ0581.The geoid height was determined by GEOID03.
 KJ0581
 KJ0581.The dynamic height is computed by dividing the NAVD 88
 KJ0581.geopotential number by the normal gravity value computed on the
 KJ0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0581.degrees latitude (g = 980.6199 gals.).
 KJ0581
 KJ0581.The modeled gravity was interpolated from observed gravity values.
 KJ0581
 KJ0581;                    North         East    Units  Estimated Accuracy
 KJ0581;SPC CO C     -   473,600.    1,110,090.      MT  (+/- 180 meters Scaled)
 KJ0581
 KJ0581                          SUPERSEDED SURVEY CONTROL
 KJ0581
 KJ0581.No superseded survey control is available for this station.
 KJ0581
 KJ0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD525551(NAD 83)
 KJ0581_MARKER: DB = BENCH MARK DISK
 KJ0581_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KJ0581_SP_SET: COPPER-CLAD STEEL ROD
 KJ0581_STAMPING: GDD 28 1972
 KJ0581_MARK LOGO: USGS  
 KJ0581_PROJECTION: FLUSH
 KJ0581_MAGNETIC: I = MARKER IS A STEEL ROD
 KJ0581_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KJ0581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0581+SATELLITE: SATELLITE OBSERVATIONS - 1972
 KJ0581_ROD/PIPE-DEPTH: 9.14 meters
 KJ0581
 KJ0581  HISTORY     - Date     Condition        Report By
 KJ0581  HISTORY     - 1972     MONUMENTED       USGS
 KJ0581
 KJ0581                          STATION DESCRIPTION
 KJ0581
 KJ0581'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KJ0581'AT THE EAST SIDE OF ARRIBA, COLORADO, FROM THE JUNCTION OF LINCOLN
 KJ0581'COUNTY ROAD 63 AND INTERSTATE 70, PROCEED 1.37 MILES NORTH ALONG A
 KJ0581'PAVED ROAD, THENCE 2 MILES EAST AND 2 MILES NORTH ALONG A GRAVELED
 KJ0581'ROAD TO A T-ROAD WEST, 1 FOOT SOUTH OF A WOODEN POWER POLE WITH A
 KJ0581'WITNESS SIGN ATTACHED, 2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5107 ***********************************************************************
 AC5107  DESIGNATION -  28 JR
 AC5107  PID         -  AC5107
 AC5107  STATE/COUNTY-  CO/PUEBLO
 AC5107  USGS QUAD   -  FLYING A RANCH (1974)
 AC5107
 AC5107                         *CURRENT SURVEY CONTROL
 AC5107  ___________________________________________________________________
 AC5107* NAD 83(1992)-  38 01 29.47909(N)    104 07 57.93614(W)     ADJUSTED  
 AC5107* NAVD 88     -      1388.9    (meters)    4557.     (feet)  GPS OBS   
 AC5107  ___________________________________________________________________
 AC5107  X           -  -1,228,614.189 (meters)                     COMP
 AC5107  Y           -  -4,879,508.331 (meters)                     COMP
 AC5107  Z           -   3,908,460.535 (meters)                     COMP
 AC5107  LAPLACE CORR-          -5.60  (seconds)                    DEFLEC99
 AC5107  ELLIP HEIGHT-        1368.38  (meters)          (12/03/02) GPS OBS
 AC5107  GEOID HEIGHT-         -20.59  (meters)                     GEOID03
 AC5107
 AC5107  HORZ ORDER  -  FIRST
 AC5107  ELLP ORDER  -  FOURTH    CLASS II
 AC5107
 AC5107.The horizontal coordinates were established by GPS observations
 AC5107.and adjusted by the National Geodetic Survey in January 1997..
 AC5107
 AC5107.The orthometric height was determined by GPS observations and a
 AC5107.high-resolution geoid model.
 AC5107
 AC5107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5107
 AC5107.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5107
 AC5107.The ellipsoidal height was determined by GPS observations
 AC5107.and is referenced to NAD 83.
 AC5107
 AC5107.The geoid height was determined by GEOID03.
 AC5107
 AC5107;                    North         East     Units Scale Factor Converg.
 AC5107;SPC CO S     -   456,417.225 1,034,439.158   MT  0.99995092   +0 50 19.1
 AC5107;SPC CO S     - 1,497,428.85  3,393,822.47   sFT  0.99995092   +0 50 19.1
 AC5107;UTM  13      - 4,208,927.641   576,116.354   MT  0.99967136   +0 32 03.3
 AC5107
 AC5107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5107!SPC CO S     -   0.99978533  x   0.99995092  =   0.99973626
 AC5107!UTM  13      -   0.99978533  x   0.99967136  =   0.99945676
 AC5107
 AC5107                          SUPERSEDED SURVEY CONTROL
 AC5107
 AC5107  ELLIP H (01/17/97) 1368.37   (m)                       GP(       ) 1 1
 AC5107
 AC5107.Superseded values are not recommended for survey control.
 AC5107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5107.See file dsdata.txt to determine how the superseded data were derived.
 AC5107
 AC5107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC7611608928(NAD 83)
 AC5107_MARKER: DB = BENCH MARK DISK
 AC5107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5107_STAMPING: 28 JR 1954 4554
 AC5107_MARK LOGO: USGS  
 AC5107_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC5107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5107+STABILITY: SURFACE MOTION
 AC5107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5107+SATELLITE: SATELLITE OBSERVATIONS - 1954
 AC5107
 AC5107  HISTORY     - Date     Condition        Report By
 AC5107  HISTORY     - 1954     MONUMENTED       USGS
 AC5107
 AC5107                          STATION DESCRIPTION
 AC5107
 AC5107'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AC5107'THE STATION IS LOCATED ABOUT 26 MI (41.8 KM) EAST-SOUTHEAST OF PUEBLO,
 AC5107'10.0 MI (16.1 KM) SOUTH OF NEPESTA, AND 6.0 SOUTH-SOUTHWEST OF THE
 AC5107'FLYING  A  RANCH HEADQUARTERS, IN THE NORTHWEST 1/4 OF SECTION 28, T
 AC5107'23 S, R 60 W.  OWNERSHIP--THE STATION IS ON THE PREMISES OF THE
 AC5107'MUSTANG RANCH, OWNED BY TIM REED, 8401 FLYING A ROAD, FOWLER, CO
 AC5107'81039, (719) 263-5706.  TO REACH THE STATION FROM THE INTERSECTION OF
 AC5107'U.S.  HIGHWAY 50 AND COUNTY ROAD 64TH LANE AT U.S.  HIGHWAY 50
 AC5107'MILEPOST 343.3 WEST OF NEPESTA, GO SOUTH ON 64TH LANE FOR 2.45 MI
 AC5107'(3.94 KM) TO A T-INTERSECTION.  TURN RIGHT, WEST, ON GARNETT ROAD FOR
 AC5107'0.5 MI (0.8 KM) TO A SIDE ROAD LEFT, FLYING A ROAD.  TURN LEFT, SOUTH,
 AC5107'ON FLYING A ROAD FOR 1.5 MI (2.4 KM) TO THE FLYING A RANCH. CONTINUE
 AC5107'AHEAD, SOUTH, 1.25 MI (2.01 KM) TO A SMALL DAM AND A TURN TO THE
 AC5107'SOUTHEAST IN THE ROAD.  CONTINUE AHEAD, SOUTHEASTERLY, FOR 0.7 MI (1.1
 AC5107'KM) TO A TURN IN THE ROAD TO THE SOUTH.  CONTINUE AHEAD, SOUTH, FOR
 AC5107'3.5 MI (5.6 KM) TO AN INTERSECTION.  TURN LEFT, EAST, FOR 1.0 MI (1.6
 AC5107'KM) TO A T-INTERSECTION.  TURN RIGHT, SOUTH, FOR 1.0 MI (1.6 KM) TO A
 AC5107'SIDE ROAD RIGHT AND THE STATION IN THE SOUTHEAST CORNER.  THE MARK IS
 AC5107'A STANDARD USGS BRASS DISK SET IN A 20 CM SQUARE CONCRETE POST,
 AC5107'PROJECTING 30 CM ABOVE THE GROUND.  IT IS 9.8 M (32.2 FT) EAST OF A
 AC5107'NORTH-SOUTH DIRT ROAD, 4.0 M (13.1 FT) SOUTH OF AN EAST-WEST DIRT
 AC5107'ROAD, 0.7 M (2.3 FT) EAST-SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0532 ***********************************************************************
 KK0532  DESIGNATION -  285 C
 KK0532  PID         -  KK0532
 KK0532  STATE/COUNTY-  CO/ADAMS
 KK0532  USGS QUAD   -  BRIGHTON (1994)
 KK0532
 KK0532                         *CURRENT SURVEY CONTROL
 KK0532  ___________________________________________________________________
 KK0532* NAD 83(1986)-  39 54 28.     (N)    104 49 24.     (W)     SCALED    
 KK0532* NAVD 88     -      1553.638  (meters)    5097.23   (feet)  POSTED    
 KK0532  ___________________________________________________________________
 KK0532  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 KK0532  DYNAMIC HT  -        1552.210 (meters)    5092.54  (feet)  COMP
 KK0532  MODELED GRAV-     979,651.3   (mgal)                       NAVD 88
 KK0532
 KK0532  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0532
 KK0532.The horizontal coordinates were scaled from a topographic map and have
 KK0532.an estimated accuracy of +/- 6 seconds.
 KK0532
 KK0532.The orthometric height was determined by differential leveling
 KK0532.and adjusted by the National Geodetic Survey in 1992..
 KK0532.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0532.rate of 0.0 thru 1.0 mm/km.
 KK0532
 KK0532.The geoid height was determined by GEOID03.
 KK0532
 KK0532.The dynamic height is computed by dividing the NAVD 88
 KK0532.geopotential number by the normal gravity value computed on the
 KK0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0532.degrees latitude (g = 980.6199 gals.).
 KK0532
 KK0532.The modeled gravity was interpolated from observed gravity values.
 KK0532
 KK0532;                    North         East    Units  Estimated Accuracy
 KK0532;SPC CO N     -   368,800.      972,260.      MT  (+/- 180 meters Scaled)
 KK0532
 KK0532                          SUPERSEDED SURVEY CONTROL
 KK0532
 KK0532  NGVD 29 (??/??/92) 1552.748  (m)         5094.31   (f) ADJ UNCH    2 0
 KK0532
 KK0532.Superseded values are not recommended for survey control.
 KK0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0532.See file dsdata.txt to determine how the superseded data were derived.
 KK0532
 KK0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE151175(NAD 83)
 KK0532_MARKER: DD = SURVEY DISK
 KK0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0532_STAMPING: 285 C STA 30+00 EL 5094.44
 KK0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0532+STABILITY: SURFACE MOTION
 KK0532
 KK0532  HISTORY     - Date     Condition        Report By
 KK0532  HISTORY     - UNK      MONUMENTED       CODH
 KK0532  HISTORY     - 1934     GOOD             NGS
 KK0532  HISTORY     - 1964     MARK NOT FOUND   USGS
 KK0532
 KK0532                          STATION DESCRIPTION
 KK0532
 KK0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KK0532'3.3 MI S FROM BARR.
 KK0532'3.3 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KK0532'RAILROAD FROM BARR, ADAMS COUNTY, 469 FEET WEST OF MILEPOST 528,
 KK0532'ABOUT 200 YARDS NORTH OF A HIGHWAY OVERPASS, 100 FEET EAST OF THE
 KK0532'CENTERLINE OF STATE HIGHWAY 2, AND IN THE NORTHEAST CORNER OF A
 KK0532'FENCE.  A COLORADO STATE HIGHWAY DEPARTMENT STANDARD DISK,
 KK0532'STAMPED 285 C STA 30+00 EL 5094.44 AND SET IN THE TOP OF A
 KK0532'ROUND CONCRETE POST 8 INCHES IN DIAMETER PROJECTING 6 INCHES
 KK0532'ABOVE GROUND.
 KK0532
 KK0532                          STATION RECOVERY (1964)
 KK0532
 KK0532'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 KK0532'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1777 ***********************************************************************
 KK1777  DESIGNATION -  29
 KK1777  PID         -  KK1777
 KK1777  STATE/COUNTY-  CO/JEFFERSON
 KK1777  USGS QUAD   -  GOLDEN (1994)
 KK1777
 KK1777                         *CURRENT SURVEY CONTROL
 KK1777  ___________________________________________________________________
 KK1777* NAD 83(1992)-  39 49 04.11684(N)    105 09 58.49857(W)     ADJUSTED  
 KK1777* NAVD 88     -      1700.2    (meters)    5578.     (feet)  VERTCON   
 KK1777  ___________________________________________________________________
 KK1777  LAPLACE CORR-         -15.81  (seconds)                    DEFLEC99
 KK1777  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 KK1777
 KK1777  HORZ ORDER  -  SECOND
 KK1777
 KK1777.The horizontal coordinates were established by classical geodetic methods
 KK1777.and adjusted by the National Geodetic Survey in January 1993..
 KK1777
 KK1777.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1777
 KK1777.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1777
 KK1777.The geoid height was determined by GEOID03.
 KK1777
 KK1777;                    North         East     Units Scale Factor Converg.
 KK1777;SPC CO C     -   525,153.544   942,978.001   MT  1.00001412   +0 12 37.8
 KK1777;SPC CO C     - 1,722,941.25  3,093,753.66   sFT  1.00001412   +0 12 37.8
 KK1777;UTM  13      - 4,407,549.474   485,771.337   MT  0.99960249   -0 06 23.2
 KK1777
 KK1777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1777!SPC CO C     -   0.99973587  x   1.00001412  =   0.99974999
 KK1777!UTM  13      -   0.99973587  x   0.99960249  =   0.99933847
 KK1777
 KK1777|---------------------------------------------------------------------|
 KK1777| PID    Reference Object                     Distance      Geod. Az  |
 KK1777|                                                           dddmmss.s |
 KK1777| CP6204 29 RM 1                              19.167 METERS 03726     |
 KK1777| CP6203 29 AZ MK                                           2303550.5 |
 KK1777| CP6205 29 RM 2                              22.416 METERS 26549     |
 KK1777|---------------------------------------------------------------------|
 KK1777
 KK1777                          SUPERSEDED SURVEY CONTROL
 KK1777
 KK1777  NAD 83(1986)-  39 49 04.11320(N)    105 09 58.49574(W) AD(       ) 2
 KK1777  NAD 27      -  39 49 04.16228(N)    105 09 56.54269(W) AD(       ) 2
 KK1777  NGVD 29 (07/19/86) 1699.2    (m)         5575.     (f) VERT ANG       
 KK1777
 KK1777.Superseded values are not recommended for survey control.
 KK1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1777.See file dsdata.txt to determine how the superseded data were derived.
 KK1777
 KK1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE8577107549(NAD 83)
 KK1777
 KK1777  HISTORY     - Date     Condition        Report By
 KK1777  HISTORY     - 1977     MONUMENTED       CO-059
 KK1777
 KK1777                          STATION DESCRIPTION
 KK1777
 KK1777'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1777'THE STATION IS LOCATED 100 YARDS WEST OF STATE HIGHWAY 72
 KK1777'(INDIANA STREET), 1/4 MILE NORTH OF WEST 64TH AVENUE IN THE
 KK1777'SOUTHEAST 1/4 OF SECTION 3, T 3 S, R 70 W.
 KK1777'
 KK1777'TO REACH THE STATION FROM THE ARVADA CITY HALL, GO WEST ON
 KK1777'RALSTON ROAD (STATE HIGHWAY 72) 4 MILES TO A BIG SWEEPING
 KK1777'CURVE TO THE RIGHT.  GO NORTH 0.2 MILE BEYOND THE CURVE TO THE
 KK1777'ARVADA CITY SERVICE SHOP ON THE LEFT.  THE STATION IS ON THE
 KK1777'ROOF OF THE BUILDING, 5 FEET FROM THE SOUTH PARAPET WALL AND
 KK1777'1/3 OF THE WAY FROM THE EAST SIDE OF THE BUILDING.
 KK1777'
 KK1777'TO REACH THE AZIMUTH MARK, GO SOUTH 1/4 MILE FROM THE STATION
 KK1777'TO WEST 64TH AVENUE.  GO WEST 0.5 MILE TO MCINTYRE STREET.  THE
 KK1777'BRONZE CAP IS CEMENTED IN THE TOP OF THE FIRST FENCE POST, A
 KK1777'4-INCH IRON PIPE IN THE SOUTH RIGHT-OF-WAY FENCE OF WEST 64TH
 KK1777'AVENUE WEST OF ITS CORNER WITH THE WEST RIGHT-OF-WAY FENCE OF
 KK1777'MCINTYRE STREET.
 KK1777'
 KK1777'THE STATION MARK, STAMPED---29 JCMD 1977---, IS A 3-INCH BRONZE
 KK1777'DISK CEMENTED TO THE ROOFING FELT.
 KK1777'
 KK1777'REFERENCE MARK 1, STAMPED---29 JCMD RM 1 1977---, IS A 3-INCH
 KK1777'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE EAST
 KK1777'PARAPET WALL NEAR ITS CENTER.
 KK1777'
 KK1777'REFERENCE MARK 2, STAMPED---29 JCMD RM 2 1977---, IS A 3-INCH
 KK1777'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE SOUTH
 KK1777'PARAPET WALL NEAR ITS WEST END.
 KK1777'
 KK1777'THE AZIMUTH MARK, STAMPED---29 JCMD AZM 1977---, IS A 3-INCH
 KK1777'BRONZE DISK CEMENTED TO THE TOP OF A 4-INCH IRON PIPE FENCE
 KK1777'POST PROJECTING 4 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0851 ***********************************************************************
 KK0851  DESIGNATION -  29 D
 KK0851  PID         -  KK0851
 KK0851  STATE/COUNTY-  CO/PARK
 KK0851  USGS QUAD   -  JEFFERSON (1994)
 KK0851
 KK0851                         *CURRENT SURVEY CONTROL
 KK0851  ___________________________________________________________________
 KK0851* NAD 83(1986)-  39 23 29.     (N)    105 47 12.     (W)     SCALED    
 KK0851* NAVD 88     -      2902.597  (meters)    9522.94   (feet)  ADJUSTED  
 KK0851  ___________________________________________________________________
 KK0851  GEOID HEIGHT-         -12.86  (meters)                     GEOID03
 KK0851  DYNAMIC HT  -        2898.902 (meters)    9510.81  (feet)  COMP
 KK0851  MODELED GRAV-     979,248.5   (mgal)                       NAVD 88
 KK0851
 KK0851  VERT ORDER  -  FIRST     CLASS II
 KK0851
 KK0851.The horizontal coordinates were scaled from a topographic map and have
 KK0851.an estimated accuracy of +/- 6 seconds.
 KK0851
 KK0851.The orthometric height was determined by differential leveling
 KK0851.and adjusted by the National Geodetic Survey in June 1991..
 KK0851
 KK0851.The geoid height was determined by GEOID03.
 KK0851
 KK0851.The dynamic height is computed by dividing the NAVD 88
 KK0851.geopotential number by the normal gravity value computed on the
 KK0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0851.degrees latitude (g = 980.6199 gals.).
 KK0851
 KK0851.The modeled gravity was interpolated from observed gravity values.
 KK0851
 KK0851;                    North         East    Units  Estimated Accuracy
 KK0851;SPC CO C     -   477,800.      889,710.      MT  (+/- 180 meters Scaled)
 KK0851
 KK0851                          SUPERSEDED SURVEY CONTROL
 KK0851
 KK0851  NGVD 29 (??/??/92) 2900.944  (m)         9517.51   (f) ADJ UNCH    1 2
 KK0851
 KK0851.Superseded values are not recommended for survey control.
 KK0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0851.See file dsdata.txt to determine how the superseded data were derived.
 KK0851
 KK0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD322605(NAD 83)
 KK0851_MARKER: DD = SURVEY DISK
 KK0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0851_STAMPING: 29 D 925+93.4
 KK0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0851+STABILITY: SURFACE MOTION
 KK0851
 KK0851  HISTORY     - Date     Condition        Report By
 KK0851  HISTORY     - UNK      MONUMENTED       CODH
 KK0851  HISTORY     - 1951     GOOD             NGS
 KK0851
 KK0851                          STATION DESCRIPTION
 KK0851
 KK0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0851'1.2 MI NE FROM JEFFERSON.
 KK0851'1.15 MILES NORTHEAST ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE
 KK0851'AT JEFFERSON, AT A JUNCTION WITH A GRAVELED ROAD LEADING EAST TO
 KK0851'LOST PARK, 51 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 KK0851'18 FEET NORTH OF THE CENTER LINE OF THE GRAVELED ROAD, 21.6 FEET
 KK0851'SOUTH OF A TELEPHONE POLE, 3 FEET WEST OF A HIGHWAY STOP SIGN,
 KK0851'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE
 KK0851'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0582 ***********************************************************************
 KJ0582  DESIGNATION -  29 GDD
 KJ0582  PID         -  KJ0582
 KJ0582  STATE/COUNTY-  CO/LINCOLN
 KJ0582  USGS QUAD   -  FLAGLER SW (1979)
 KJ0582
 KJ0582                         *CURRENT SURVEY CONTROL
 KJ0582  ___________________________________________________________________
 KJ0582* NAD 83(1986)-  39 17 44.     (N)    103 13 49.     (W)     SCALED    
 KJ0582* NAVD 88     -      1571.709  (meters)    5156.52   (feet)  ADJUSTED  
 KJ0582  ___________________________________________________________________
 KJ0582  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 KJ0582  DYNAMIC HT  -        1570.226 (meters)    5151.65  (feet)  COMP
 KJ0582  MODELED GRAV-     979,628.4   (mgal)                       NAVD 88
 KJ0582
 KJ0582  VERT ORDER  -  THIRD
 KJ0582
 KJ0582.The horizontal coordinates were scaled from a topographic map and have
 KJ0582.an estimated accuracy of +/- 6 seconds.
 KJ0582
 KJ0582.The orthometric height was determined by differential leveling
 KJ0582.and adjusted by the National Geodetic Survey in June 1991..
 KJ0582
 KJ0582.The geoid height was determined by GEOID03.
 KJ0582
 KJ0582.The dynamic height is computed by dividing the NAVD 88
 KJ0582.geopotential number by the normal gravity value computed on the
 KJ0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0582.degrees latitude (g = 980.6199 gals.).
 KJ0582
 KJ0582.The modeled gravity was interpolated from observed gravity values.
 KJ0582
 KJ0582;                    North         East    Units  Estimated Accuracy
 KJ0582;SPC CO C     -   469,560.    1,110,170.      MT  (+/- 180 meters Scaled)
 KJ0582
 KJ0582                          SUPERSEDED SURVEY CONTROL
 KJ0582
 KJ0582.No superseded survey control is available for this station.
 KJ0582
 KJ0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD526510(NAD 83)
 KJ0582_MARKER: DB = BENCH MARK DISK
 KJ0582_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KJ0582_SP_SET: COPPER-CLAD STEEL ROD
 KJ0582_STAMPING: GDD 29 1972
 KJ0582_MARK LOGO: USGS  
 KJ0582_PROJECTION: FLUSH
 KJ0582_MAGNETIC: I = MARKER IS A STEEL ROD
 KJ0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KJ0582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0582+SATELLITE: SATELLITE OBSERVATIONS - 1972
 KJ0582_ROD/PIPE-DEPTH: 8.23 meters
 KJ0582
 KJ0582  HISTORY     - Date     Condition        Report By
 KJ0582  HISTORY     - 1972     MONUMENTED       USGS
 KJ0582
 KJ0582                          STATION DESCRIPTION
 KJ0582
 KJ0582'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KJ0582'AT THE EAST SIDE OF ARRIBA, COLORADO, FROM THE JUNCTION OF LINCOLN
 KJ0582'COUNTY ROAD 63 AND INTERSTATE 70, PROCEED 1.37 MILES NORTH ALONG A
 KJ0582'PAVED ROAD, THENCE 2 MILES EAST AND 0.5 MILE SOUTH ALONG A GRAVELED
 KJ0582'ROAD, 31 FEET EAST OF THE ROAD, 4 FEET SOUTH OF A FENCE CORNER, 2 FEET
 KJ0582'NORTH OF AN IRON WITNESS POST, 4 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0591 ***********************************************************************
 LM0591  DESIGNATION -  29 SC
 LM0591  PID         -  LM0591
 LM0591  STATE/COUNTY-  CO/GRAND
 LM0591  USGS QUAD   -  HYANNIS PEAK (1975)
 LM0591
 LM0591                         *CURRENT SURVEY CONTROL
 LM0591  ___________________________________________________________________
 LM0591* NAD 83(1992)-  40 19 48.08114(N)    106 18 40.88563(W)     ADJUSTED  
 LM0591* NAVD 88     -      3513.8    (meters)   11528.     (feet)  VERTCON   
 LM0591  ___________________________________________________________________
 LM0591  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 LM0591  GEOID HEIGHT-         -12.13  (meters)                     GEOID03
 LM0591
 LM0591  HORZ ORDER  -  THIRD
 LM0591  VERT ORDER  -  THIRD ? (See Below)
 LM0591
 LM0591.The horizontal coordinates were established by classical geodetic methods
 LM0591.and adjusted by the National Geodetic Survey in January 1993..
 LM0591
 LM0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0591.The vertical order pertains to the NGVD 29 superseded value.
 LM0591
 LM0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0591
 LM0591.The geoid height was determined by GEOID03.
 LM0591
 LM0591;                    North         East     Units Scale Factor Converg.
 LM0591;SPC CO N     -   415,779.385   845,455.488   MT  0.99995780   -0 31 27.3
 LM0591;SPC CO N     - 1,364,102.87  2,773,798.55   sFT  0.99995780   -0 31 27.3
 LM0591;UTM  13      - 4,465,212.661   388,602.095   MT  0.99975276   -0 50 55.6
 LM0591
 LM0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0591!SPC CO N     -   0.99945099  x   0.99995780  =   0.99940881
 LM0591!UTM  13      -   0.99945099  x   0.99975276  =   0.99920389
 LM0591
 LM0591:                Primary Azimuth Mark                     Grid Az
 LM0591:SPC CO N     -  BUFFALO                                  048 51 47.9
 LM0591:UTM  13      -  BUFFALO                                  049 11 16.2
 LM0591
 LM0591|---------------------------------------------------------------------|
 LM0591| PID    Reference Object                     Distance      Geod. Az  |
 LM0591|                                                           dddmmss.s |
 LM0591| LM0590 BUFFALO                             APPROX. 5.2 KM 0482020.6 |
 LM0591|---------------------------------------------------------------------|
 LM0591
 LM0591                          SUPERSEDED SURVEY CONTROL
 LM0591
 LM0591  NAD 83(1986)-  40 19 48.07620(N)    106 18 40.88098(W) AD(       ) 3
 LM0591  NAD 27      -  40 19 48.13311(N)    106 18 38.77399(W) AD(       ) 3
 LM0591  NGVD 29 (07/19/86) 3512.1    (m)        11523.     (f) LEVELING    3  
 LM0591
 LM0591.Superseded values are not recommended for survey control.
 LM0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0591.See file dsdata.txt to determine how the superseded data were derived.
 LM0591
 LM0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE8860265213(NAD 83)
 LM0591
 LM0591  HISTORY     - Date     Condition        Report By
 LM0591  HISTORY     - 1953     MONUMENTED       USGS
 LM0591  HISTORY     - 1956     GOOD             USGS
 LM0591
 LM0591                          STATION DESCRIPTION
 LM0591
 LM0591'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 LM0591'THE STATION IS LOCATED ABOUT 26 MI. (AIRLINE) S. OF WALDEN, COLORADO,
 LM0591'AND ABOUT 11.5 MI. (AIRLINE) W. OF WILLOW CREEK PASS, WHICH IS ON
 LM0591'STATE HIGHWAY 125.  LOCATED ON THE CONTINENTAL DIVIDE AT THE HEAD OF
 LM0591'ARAPAHO CREEK.  FOR A TO REACH DESCRIPTION SEE SAM CLEAVERS LEVEL
 LM0591'LINE WHICH GOES UP ARAPAHO CREEK AND TOPS OUT ON THE CONTINENTAL
 LM0591'DIVIDE AT THE STATION.  A DRIVE STATION.
 LM0591'
 LM0591'STATION MARK--STANDARD USGS TABLET CEMENTED IN A DRILL HOLE IN
 LM0591'OUTCROPPING ROCK, STAMPED ---BM 29 SC 1953---.
 LM0591'
 LM0591'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1029 ***********************************************************************
 JK1029  DESIGNATION -  2C
 JK1029  PID         -  JK1029
 JK1029  STATE/COUNTY-  CO/PUEBLO
 JK1029  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1029
 JK1029                         *CURRENT SURVEY CONTROL
 JK1029  ___________________________________________________________________
 JK1029* NAD 83(1992)-  38 27 11.47886(N)    104 16 51.34955(W)     ADJUSTED  
 JK1029* NAVD 88     -      1545.55   (+/-2cm)    5070.7    (feet)  VERTCON   
 JK1029  ___________________________________________________________________
 JK1029  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 JK1029  GEOID HEIGHT-         -19.96  (meters)                     GEOID03
 JK1029
 JK1029  HORZ ORDER  -  SECOND
 JK1029  VERT ORDER  -  THIRD ? (See Below)
 JK1029
 JK1029.The horizontal coordinates were established by classical geodetic methods
 JK1029.and adjusted by the National Geodetic Survey in January 1993..
 JK1029
 JK1029.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1029.The vertical order pertains to the NGVD 29 superseded value.
 JK1029
 JK1029.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1029
 JK1029.The geoid height was determined by GEOID03.
 JK1029
 JK1029;                    North         East     Units Scale Factor Converg.
 JK1029;SPC CO S     -   503,777.209 1,020,810.802   MT  1.00000368   +0 44 51.9
 JK1029;SPC CO S     - 1,652,809.06  3,349,110.11   sFT  1.00000368   +0 44 51.9
 JK1029;UTM  13      - 4,256,344.026   562,742.274   MT  0.99964848   +0 26 49.9
 JK1029
 JK1029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1029!SPC CO S     -   0.99976068  x   1.00000368  =   0.99976436
 JK1029!UTM  13      -   0.99976068  x   0.99964848  =   0.99940925
 JK1029
 JK1029:                Primary Azimuth Mark                     Grid Az
 JK1029:SPC CO S     -  2                                        359 49 51.1
 JK1029:UTM  13      -  2                                        000 07 53.1
 JK1029
 JK1029|---------------------------------------------------------------------|
 JK1029| PID    Reference Object                     Distance      Geod. Az  |
 JK1029|                                                           dddmmss.s |
 JK1029| JK1028 2                                   APPROX. 0.6 KM 0003443.0 |
 JK1029| JK1031 3                                   APPROX. 0.9 KM 1812409.8 |
 JK1029|---------------------------------------------------------------------|
 JK1029
 JK1029                          SUPERSEDED SURVEY CONTROL
 JK1029
 JK1029  NAD 83(1986)-  38 27 11.46709(N)    104 16 51.34511(W) AD(       ) 2
 JK1029  NAD 27      -  38 27 11.47694(N)    104 16 49.46977(W) AD(       ) 2
 JK1029  NGVD 29 (07/19/86) 1544.69   (m)         5067.9    (f) LEVELING    3  
 JK1029
 JK1029.Superseded values are not recommended for survey control.
 JK1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1029.See file dsdata.txt to determine how the superseded data were derived.
 JK1029
 JK1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6274256344(NAD 83)
 JK1029
 JK1029  HISTORY     - Date     Condition        Report By
 JK1029  HISTORY     - UNK      MONUMENTED
 JK1029  HISTORY     - 1975     GOOD             NGS
 JK1029
 JK1029                          STATION DESCRIPTION
 JK1029
 JK1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1029'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1029'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1029'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS 1.4
 JK1029'MILES NORTH ALONG THE EAST LIMB OF THE HIGH SPEED TRACK FROM A
 JK1029'CONCRETE BRIDGE THAT SPANS THE EAST LIMB OF THE TRACK, ABOUT 1.2
 JK1029'MILES NORTHEAST OF THE FEDERAL HEADQUARTERS BUILDING AND ABOUT
 JK1029'156 FEET EAST OF THE TRACK.
 JK1029'
 JK1029'A STANDARD TRAVERSE STATION MARK DISK, CLAMPED TO THE
 JK1029'TOP OF A COPPER COVERED ROD DRIVEN INTO THE GROUND 23 FEET.  DISK
 JK1029'PROJECTS 10 INCHES, SURROUNDED BY A 4-INCH TILE AND CEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7414 ***********************************************************************
 DH7414  PACS        -  This is a Primary Airport Control Station.
 DH7414  DESIGNATION -  2V1 A
 DH7414  PID         -  DH7414
 DH7414  STATE/COUNTY-  CO/ARCHULETA
 DH7414  USGS QUAD   -  PAGOSA SPRINGS (1964)
 DH7414
 DH7414                         *CURRENT SURVEY CONTROL
 DH7414  ___________________________________________________________________
 DH7414* NAD 83(1992)-  37 16 49.45505(N)    107 03 39.79841(W)     ADJUSTED  
 DH7414* NAVD 88     -      2324.99   (meters)    7627.9    (feet)  GPS OBS   
 DH7414  ___________________________________________________________________
 DH7414  X           -  -1,491,316.208 (meters)                     COMP
 DH7414  Y           -  -4,859,349.272 (meters)                     COMP
 DH7414  Z           -   3,843,597.958 (meters)                     COMP
 DH7414  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 DH7414  ELLIP HEIGHT-        2307.55  (meters)          (12/29/05) GPS OBS
 DH7414  GEOID HEIGHT-         -17.42  (meters)                     GEOID03
 DH7414
 DH7414  HORZ ORDER  -  B
 DH7414  ELLP ORDER  -  FOURTH    CLASS I
 DH7414
 DH7414.This mark is at Stevens Field Airport  (2V1)
 DH7414
 DH7414.The horizontal coordinates were established by GPS observations
 DH7414.and adjusted by the WOOLPERT CONSULTANTS in December 2005..
 DH7414
 DH7414.The orthometric height was determined by GPS observations and a
 DH7414.high-resolution geoid model.
 DH7414
 DH7414.GPS derived orthometric heights for airport stations designated as
 DH7414.PACS or SACS are published to 2 decimal places.  This maintains
 DH7414.centimeter relative accuracy between the PACS and SACS.  It does
 DH7414.not indicate centimeter accuracy relative to other marks which are
 DH7414.part of the NAVD 88 network.
 DH7414
 DH7414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7414
 DH7414.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7414
 DH7414.The ellipsoidal height was determined by GPS observations
 DH7414.and is referenced to NAD 83.
 DH7414
 DH7414.The geoid height was determined by GEOID03.
 DH7414
 DH7414;                    North         East     Units Scale Factor Converg.
 DH7414;SPC CO S     -   374,072.431   775,969.196   MT  0.99999179   -0 57 27.1
 DH7414;SPC CO S     - 1,227,269.30  2,545,825.60   sFT  0.99999179   -0 57 27.1
 DH7414;UTM  13      - 4,127,970.379   317,280.436   MT  1.00001128   -1 14 55.5
 DH7414
 DH7414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7414!SPC CO S     -   0.99963801  x   0.99999179  =   0.99962981
 DH7414!UTM  13      -   0.99963801  x   1.00001128  =   0.99964929
 DH7414
 DH7414                          SUPERSEDED SURVEY CONTROL
 DH7414
 DH7414.No superseded survey control is available for this station.
 DH7414
 DH7414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB1728027970(NAD 83)
 DH7414_MARKER: I = METAL ROD
 DH7414_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH7414_STAMPING: 2V1 A 2005
 DH7414_MARK LOGO: NGS   
 DH7414_PROJECTION: FLUSH
 DH7414_MAGNETIC: I = MARKER IS A STEEL ROD
 DH7414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH7414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7414+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2005
 DH7414_ROD/PIPE-DEPTH:  3.4 meters
 DH7414_SLEEVE-DEPTH  :  0.9 meters
 DH7414
 DH7414  HISTORY     - Date     Condition        Report By
 DH7414  HISTORY     - 20050907 MONUMENTED       WOOLPT
 DH7414
 DH7414                          STATION DESCRIPTION
 DH7414
 DH7414'DESCRIBED BY WOOLPERT CONSULTANTS 2005
 DH7414'DESCRIBED BY WOOLPERT, INC.  2005.
 DH7414' 
 DH7414'THE STATION IS LOCATED IN THE STATE OF COLORADO, COUNTY OF ARCHULETA,
 DH7414'AND THE CITY OF PAGOSA SPRINGS.  IT IS 1.5 KM (0.9 MI) WEST OF
 DH7414'SULLENBURGER RESERVOIR, 2.0 KM (1.2 MI) NORTH OF PINON LAKE RESERVOIR,
 DH7414'AND 1.6 KM (1.0 MI) NORTH OF THE INTERSECTION OF STATE HIGHWAY 160 AND
 DH7414'COUNTY HIGHWAY 600.  IT IS AT STEVENS FIELD AIRPORT.
 DH7414' 
 DH7414'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 160 AND
 DH7414'COUNTY HIGHWAY 600 (PIEDRA ROAD) TRAVEL WEST FOR 1.2 KM (0.75 MI) TO
 DH7414'THE AIRPORT ENTRANCE AND PROCEED NORTH THROUGH THE GATE ONTO THE
 DH7414'TAXIWAY 0.8 KM (0.5 MI) TO THE STATION ON THE LEFT.
 DH7414' 
 DH7414'THE STATION IS A STAINLESS STEEL ROD DRIVEN TO REFUSAL A DEPTH OF 3.35
 DH7414'M (11.0) FEET, ENCASED IN A 90 CM (35 INCH) LONG GREASED SLEEVE,
 DH7414'ENCLOSED IN A 5 INCH (13 CM) LOGO CAP SURROUNDED BY CONCRETE SET FLUSH
 DH7414'WITH THE GROUND.  IT IS 51 M (167 FT) WEST OF THE TAXIWAY, 44.5 M (146
 DH7414'FT) SOUTH OF A H FENCE POST, AND 1.0 M (3.0 FT) SOUTH, WEST, AND NORTH
 DH7414'OF CARSONITE POSTS.  THIS STATION IS DESIGNATED AS A PRIMARY CONTROL
 DH7414'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7413 ***********************************************************************
 DH7413  SACS        -  This is a Secondary Airport Control Station.
 DH7413  DESIGNATION -  2V1 B
 DH7413  PID         -  DH7413
 DH7413  STATE/COUNTY-  CO/ARCHULETA
 DH7413  USGS QUAD   -  PAGOSA SPRINGS (1964)
 DH7413
 DH7413                         *CURRENT SURVEY CONTROL
 DH7413  ___________________________________________________________________
 DH7413* NAD 83(1992)-  37 16 27.22344(N)    107 03 38.70536(W)     ADJUSTED  
 DH7413* NAVD 88     -      2323.93   (meters)    7624.4    (feet)  GPS OBS   
 DH7413  ___________________________________________________________________
 DH7413  X           -  -1,491,412.032 (meters)                     COMP
 DH7413  Y           -  -4,859,753.325 (meters)                     COMP
 DH7413  Z           -   3,843,051.737 (meters)                     COMP
 DH7413  LAPLACE CORR-           3.91  (seconds)                    DEFLEC99
 DH7413  ELLIP HEIGHT-        2306.45  (meters)          (12/29/05) GPS OBS
 DH7413  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 DH7413
 DH7413  HORZ ORDER  -  FIRST
 DH7413  ELLP ORDER  -  FOURTH    CLASS I
 DH7413
 DH7413.This mark is at Stevens Field Airport  (2V1)
 DH7413
 DH7413.The horizontal coordinates were established by GPS observations
 DH7413.and adjusted by the WOOLPERT CONSULTANTS in December 2005..
 DH7413
 DH7413.The orthometric height was determined by GPS observations and a
 DH7413.high-resolution geoid model.
 DH7413
 DH7413.GPS derived orthometric heights for airport stations designated as
 DH7413.PACS or SACS are published to 2 decimal places.  This maintains
 DH7413.centimeter relative accuracy between the PACS and SACS.  It does
 DH7413.not indicate centimeter accuracy relative to other marks which are
 DH7413.part of the NAVD 88 network.
 DH7413
 DH7413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7413
 DH7413.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7413
 DH7413.The ellipsoidal height was determined by GPS observations
 DH7413.and is referenced to NAD 83.
 DH7413
 DH7413.The geoid height was determined by GEOID03.
 DH7413
 DH7413;                    North         East     Units Scale Factor Converg.
 DH7413;SPC CO S     -   373,386.713   775,984.668   MT  0.99999283   -0 57 26.4
 DH7413;SPC CO S     - 1,225,019.57  2,545,876.36   sFT  0.99999283   -0 57 26.4
 DH7413;UTM  13      - 4,127,284.579   317,292.423   MT  1.00001122   -1 14 54.2
 DH7413
 DH7413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7413!SPC CO S     -   0.99963819  x   0.99999283  =   0.99963102
 DH7413!UTM  13      -   0.99963819  x   1.00001122  =   0.99964940
 DH7413
 DH7413                          SUPERSEDED SURVEY CONTROL
 DH7413
 DH7413.No superseded survey control is available for this station.
 DH7413
 DH7413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB1729227285(NAD 83)
 DH7413_MARKER: DD = SURVEY DISK
 DH7413_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DH7413_STAMPING: 2V1 B 2005
 DH7413_MARK LOGO: NGS   
 DH7413_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH7413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH7413+STABILITY: SURFACE MOTION
 DH7413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7413+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2005
 DH7413
 DH7413  HISTORY     - Date     Condition        Report By
 DH7413  HISTORY     - 20050907 MONUMENTED       WOOLPT
 DH7413
 DH7413                          STATION DESCRIPTION
 DH7413
 DH7413'DESCRIBED BY WOOLPERT CONSULTANTS 2005
 DH7413'DESCRIBED BY WOOLPERT, INC.  2005.
 DH7413' 
 DH7413'THE STATION IS LOCATED IN THE STATE OF COLORADO, COUNTY OF ARCHULETA,
 DH7413'AND THE CITY OF PAGOSA SPRINGS.  IT IS 1.6 KM (1.0 MI) SOUTHEAST OF
 DH7413'SULLENBURGER RESERVOIR, 1.3 KM (0.8 MI) NORTH OF PINON LAKE RESERVOIR,
 DH7413'AND 1.0 KM (0.6 MI) NORTH OF THE INTERSECTION OF STATE HIGHWAY 160 AND
 DH7413'COUNTY HIGHWAY 600.  THE STATION IS AT STEVENS FIELD AIRPORT.
 DH7413' 
 DH7413'TO REACH THE STATION FROM THE INTERSECTION STATE HIGHWAY 160 AND
 DH7413'COUNTY HIGHWAY 600 (PIEDRA ROAD) HEAD WEST 1.2 KM (0.75 MI) TO THE
 DH7413'ENTRANCE TO THE AIRPORT.  TURN RIGHT AND PROCEED THROUGH THE GATE,
 DH7413'TAKE IMMEDIATE RIGHT AND A RIGHT AGAIN TO THE PERIMETER ROAD.  HEAD
 DH7413'EAST ON THE PERIMETER ROAD 0.2 KM(0.15 MI) AND THEN NORTH 0.3 KM (0.2
 DH7413'MI) TO THE STATION ON THE RIGHT.
 DH7413' 
 DH7413'THE STATION IS A 3.5 INCH (9 CM) BRASS CAP SET IN CONCRETE FLUSH WITH
 DH7413'THE GROUND.  IT IS 16 M (52 FT) EAST OF THE PERIMETER ROAD, 8.4 M
 DH7413'(27.4 FT) NORTHWEST OF ANGLE POINT IN THE FENCE, AND 1.0 M (3.0
 DH7413'FT)WEST OF A CARSONITE POST.  THE STATION IS DESIGNATED A SECONDARY
 DH7413'CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH7412 ***********************************************************************
 DH7412  SACS        -  This is a Secondary Airport Control Station.
 DH7412  DESIGNATION -  2V1 C
 DH7412  PID         -  DH7412
 DH7412  STATE/COUNTY-  CO/ARCHULETA
 DH7412  USGS QUAD   -  PAGOSA SPRINGS (1964)
 DH7412
 DH7412                         *CURRENT SURVEY CONTROL
 DH7412  ___________________________________________________________________
 DH7412* NAD 83(1992)-  37 17 02.39853(N)    107 03 20.39842(W)     ADJUSTED  
 DH7412* NAVD 88     -      2333.83   (meters)    7656.9    (feet)  GPS OBS   
 DH7412  ___________________________________________________________________
 DH7412  X           -  -1,490,790.314 (meters)                     COMP
 DH7412  Y           -  -4,859,265.107 (meters)                     COMP
 DH7412  Z           -   3,843,920.945 (meters)                     COMP
 DH7412  LAPLACE CORR-           3.70  (seconds)                    DEFLEC99
 DH7412  ELLIP HEIGHT-        2316.43  (meters)          (12/29/05) GPS OBS
 DH7412  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 DH7412
 DH7412  HORZ ORDER  -  FIRST
 DH7412  ELLP ORDER  -  FOURTH    CLASS I
 DH7412
 DH7412.This mark is at Stevens Field Airport  (2V1)
 DH7412
 DH7412.The horizontal coordinates were established by GPS observations
 DH7412.and adjusted by the WOOLPERT CONSULTANTS in December 2005..
 DH7412
 DH7412.The orthometric height was determined by GPS observations and a
 DH7412.high-resolution geoid model.
 DH7412
 DH7412.GPS derived orthometric heights for airport stations designated as
 DH7412.PACS or SACS are published to 2 decimal places.  This maintains
 DH7412.centimeter relative accuracy between the PACS and SACS.  It does
 DH7412.not indicate centimeter accuracy relative to other marks which are
 DH7412.part of the NAVD 88 network.
 DH7412
 DH7412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH7412
 DH7412.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH7412
 DH7412.The ellipsoidal height was determined by GPS observations
 DH7412.and is referenced to NAD 83.
 DH7412
 DH7412.The geoid height was determined by GEOID03.
 DH7412
 DH7412;                    North         East     Units Scale Factor Converg.
 DH7412;SPC CO S     -   374,463.429   776,453.677   MT  0.99999119   -0 57 15.2
 DH7412;SPC CO S     - 1,228,552.10  2,547,415.11   sFT  0.99999119   -0 57 15.2
 DH7412;UTM  13      - 4,128,358.916   317,766.908   MT  1.00000909   -1 14 44.1
 DH7412
 DH7412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH7412!SPC CO S     -   0.99963662  x   0.99999119  =   0.99962782
 DH7412!UTM  13      -   0.99963662  x   1.00000909  =   0.99964571
 DH7412
 DH7412                          SUPERSEDED SURVEY CONTROL
 DH7412
 DH7412.No superseded survey control is available for this station.
 DH7412
 DH7412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB1776728359(NAD 83)
 DH7412_MARKER: DD = SURVEY DISK
 DH7412_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DH7412_STAMPING: 2V1 C 2005
 DH7412_MARK LOGO: NGS   
 DH7412_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH7412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH7412+STABILITY: SURFACE MOTION
 DH7412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7412+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2005
 DH7412
 DH7412  HISTORY     - Date     Condition        Report By
 DH7412  HISTORY     - 20050907 MONUMENTED       WOOLPT
 DH7412
 DH7412                          STATION DESCRIPTION
 DH7412
 DH7412'DESCRIBED BY WOOLPERT CONSULTANTS 2005
 DH7412'DESCRIBED BY WOOLPET, INC.  2005.
 DH7412' 
 DH7412'THE STATION IS LOCATED IN THE STATE OF COLORADO, ARCHULETA COUNTY, AND
 DH7412'THE CITY OF PAGOSA SPRINGS.  IT IS 2.4 KM (1.5 MI) EAST OF
 DH7412'SULLENBURGER RESERVOIR, 2.5 KM (1.5 MI) SOUTHEAST OF STEVENS
 DH7412'RESERVOIR, AND 1.8 KM (1.12 MI) (1.3 MI) NORTH OF THE INTERSECTION OF
 DH7412'COUNTY HIGHWAY 600 AND STATE HIGHWAY 160 AT STEVENS FIELD AIRPORT.
 DH7412' 
 DH7412'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 160 AND
 DH7412'COUNTY HIGHWAY 600 (PIEDRA ROAD), WEST ON CH 600 FOR 1.2 KM (0.75 MI)
 DH7412'TO THE AIRPORT ENTRANCE, NORTH THROUGH THE GATE AND ON TO THE TAXIWAY
 DH7412'FOR 1.8 KM (1.1 MI), WEST AND ACROSS THE RUNWAY, THEN BACK SOUTH 0.5
 DH7412'KM (0.3 MI) TO THE STATION ON THE LEFT.
 DH7412' 
 DH7412'THE STATION IS A 3.5 INCH (9 CM) BRASS CAP SET IN CONCRETE FLUSH WITH
 DH7412'THE GROUND.  IT IS 26 M (85 FT) NORTHWEST OF THE 1/4 OF SECTIONS 9 AND
 DH7412'10.  21 M (69.5 FT) WEST OF A FENCE AND 1.0 M (3.0 FT) NORTH OF A
 DH7412'CARSONITE POST.  THIS STATION IS DESIGNATED A SECONDARY CONTROL
 DH7412'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5918 ***********************************************************************
 AI5918  PACS        -  This is a Primary Airport Control Station.
 AI5918  DESIGNATION -  2V2 A
 AI5918  PID         -  AI5918
 AI5918  STATE/COUNTY-  CO/BOULDER
 AI5918  USGS QUAD   -  HYGIENE (1979)
 AI5918
 AI5918                         *CURRENT SURVEY CONTROL
 AI5918  ___________________________________________________________________
 AI5918* NAD 83(1992)-  40 09 52.95922(N)    105 09 42.57801(W)     ADJUSTED  
 AI5918* NAVD 88     -      1536.33   (meters)    5040.4    (feet)  GPS OBS   
 AI5918  ___________________________________________________________________
 AI5918  X           -  -1,276,892.846 (meters)                     COMP
 AI5918  Y           -  -4,712,152.168 (meters)                     COMP
 AI5918  Z           -   4,092,959.081 (meters)                     COMP
 AI5918  LAPLACE CORR-         -15.14  (seconds)                    DEFLEC99
 AI5918  ELLIP HEIGHT-        1519.93  (meters)          (10/21/02) GPS OBS
 AI5918  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 AI5918
 AI5918  HORZ ORDER  -  B
 AI5918  ELLP ORDER  -  FIFTH     CLASS I
 AI5918
 AI5918.This mark is at Vance Brand Airport (2V2)
 AI5918
 AI5918.The horizontal coordinates were established by GPS observations
 AI5918.and adjusted by the National Geodetic Survey in June 2000..
 AI5918
 AI5918.The orthometric height was determined by GPS observations and a
 AI5918.high-resolution geoid model.
 AI5918
 AI5918.GPS derived orthometric heights for airport stations designated as
 AI5918.PACS or SACS are published to 2 decimal places.  This maintains
 AI5918.centimeter relative accuracy between the PACS and SACS.  It does
 AI5918.not indicate centimeter accuracy relative to other marks which are
 AI5918.part of the NAVD 88 network.
 AI5918
 AI5918.Photographs are available for this station.
 AI5918
 AI5918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5918
 AI5918.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5918
 AI5918.The ellipsoidal height was determined by GPS observations
 AI5918.and is referenced to NAD 83.
 AI5918
 AI5918.The geoid height was determined by GEOID03.
 AI5918
 AI5918;                    North         East     Units Scale Factor Converg.
 AI5918;SPC CO N     -   397,163.571   943,208.921   MT  0.99995797   +0 13 06.6
 AI5918;SPC CO N     - 1,303,027.48  3,094,511.27   sFT  0.99995797   +0 13 06.6
 AI5918;UTM  13      - 4,446,051.329   486,219.721   MT  0.99960234   -0 06 15.8
 AI5918
 AI5918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5918!SPC CO N     -   0.99976162  x   0.99995797  =   0.99971960
 AI5918!UTM  13      -   0.99976162  x   0.99960234  =   0.99936405
 AI5918
 AI5918:                Primary Azimuth Mark                     Grid Az
 AI5918:SPC CO N     -  J 320 RESET                              129 56 14.5
 AI5918:UTM  13      -  J 320 RESET                              130 15 36.9
 AI5918
 AI5918|---------------------------------------------------------------------|
 AI5918| PID    Reference Object                     Distance      Geod. Az  |
 AI5918|                                                           dddmmss.s |
 AI5918| LL1421 J 320 RESET                         488.995 METERS 1300921.1 |
 AI5918| LL1422 J 320 RESET AZ MK                   474.639 METERS 2933727.0 |
 AI5918|---------------------------------------------------------------------|
 AI5918
 AI5918                          SUPERSEDED SURVEY CONTROL
 AI5918
 AI5918  ELLIP H (06/30/00) 1519.95   (m)                       GP(       ) 1 1
 AI5918
 AI5918.Superseded values are not recommended for survey control.
 AI5918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5918.See file dsdata.txt to determine how the superseded data were derived.
 AI5918
 AI5918_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE8622046051(NAD 83)
 AI5918_MARKER: I = METAL ROD
 AI5918_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI5918_STAMPING: 2V2 A 1999
 AI5918_MARK LOGO: NGS   
 AI5918_PROJECTION: FLUSH
 AI5918_MAGNETIC: I = MARKER IS A STEEL ROD
 AI5918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5918+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5918_ROD/PIPE-DEPTH: 7.4  meters
 AI5918_SLEEVE-DEPTH  : 0.9 meters
 AI5918
 AI5918  HISTORY     - Date     Condition        Report By
 AI5918  HISTORY     - 1999     MONUMENTED       NGS
 AI5918
 AI5918                          STATION DESCRIPTION
 AI5918
 AI5918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5918'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTHEAST OF LYONS, 3.5
 AI5918'MI (5.6 KM) SOUTHWEST OF LONGMONT AND AT THE VANCE BRAND-LONGMONT
 AI5918'AIRPORT, IN THE SOUTHWEST 1/4 OF SECTION 6, T 2 N, R 69 W.  ACCESS TO
 AI5918'THE AIRPORT IS CONTROLLED.  PERMISSION TO USE THIS STATION MUST BE
 AI5918'OBTAINED FROM THE AIRPORT MANAGER.  OWNERSHIP--CITY OF LONGMONT VANCE
 AI5918'BRAND MUNICIPAL AIRPORT, MR.  TIM BARTH, 375 AIRPORT ROAD, LONGMONT,
 AI5918'CO 80503.  TELEPHONE-303-651-8431
 AI5918'TO REACH THE STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY 287 AND
 AI5918'9TH AVENUE IN LONGMONT, GO WEST ON 9TH AVENUE FOR 1.75 MI (2.82 KM) TO
 AI5918'THE INTERSECTION OF AIRPORT ROAD.  TURN LEFT, SOUTH, ON AIRPORT ROAD
 AI5918'FOR 0.75 MI (1.21 KM) TO THE ENTRANCE OF VANCE BRAND AIRPORT. TURN
 AI5918'RIGHT, NORTHWEST, ON THE ENTRANCE ROAD FOR 0.4 MI (0.6 KM) TO THE
 AI5918'PARKING LOT FOR THE AIR WEST FLIGHT CENTER AND APRON ENTRANCE. CONTACT
 AI5918'THE AIRPORT MANAGER FOR ACCESS TO THE FLIGHT OPERATIONS AREA.  PASS
 AI5918'THROUGH THE GATE FOR 0.05 MI, (0.08 KM) SOUTHWEST, PAST THE AIRPLANE
 AI5918'PARKING.  TURN RIGHT, NORTHWEST, FOR 0.1 MI (0.2 KM) TO THE GRASSY
 AI5918'AREA BETWEEN TAXIWAY A, THE TERMINAL APRON AND A RAMP TO HANGARS AND
 AI5918'THE STATION
 AI5918'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 7.4 M (24.3 FT) LONG
 AI5918'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 0.9 M (3.0 FT)
 AI5918'LONG GREASED PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID,
 AI5918'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 48.9 M
 AI5918'(160.4 FT) SOUTH-SOUTHWEST FROM THE SOUTH FACE OF HANGAR 28A, 42.2 M
 AI5918'(138.5 FT) SOUTHWEST FROM THE TOP CENTER OF A FIRE HYDRANT, 30.3 M
 AI5918'(99.4 FT) NORTH-NORTHEAST FROM THE NORTH EDGE OF PAVEMENT OF TAXIWAY
 AI5918'A, 27.9 M (91.5 FT) NORTH FROM THE TOP CENTER OF SIGN--A 11--, 27.0 M
 AI5918'(88.6 FT) WEST-NORTHWES FROM THE WEST EDGE OF PAVEMENT OF THE APRON,
 AI5918'14.9 M (48.9 FT) EAST-SOUTHEAST FROM THE EAST EDGE OF PAVEMENT FOR THE
 AI5918'HANGAR ACCESS RAMP.  THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT
 AI5918'CONTROL STATION FOR THE ANA PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5909 ***********************************************************************
 AI5909  SACS        -  This is a Secondary Airport Control Station.
 AI5909  DESIGNATION -  2V5 C
 AI5909  PID         -  AI5909
 AI5909  STATE/COUNTY-  CO/YUMA
 AI5909  USGS QUAD   -  WRAY (1984)
 AI5909
 AI5909                         *CURRENT SURVEY CONTROL
 AI5909  ___________________________________________________________________
 AI5909* NAD 83(1992)-  40 06 15.12504(N)    102 14 41.24148(W)     ADJUSTED  
 AI5909* NAVD 88     -      1119.19   (meters)    3671.9    (feet)  GPS OBS   
 AI5909  ___________________________________________________________________
 AI5909  X           -  -1,036,287.435 (meters)                     COMP
 AI5909  Y           -  -4,774,944.825 (meters)                     COMP
 AI5909  Z           -   4,087,548.804 (meters)                     COMP
 AI5909  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 AI5909  ELLIP HEIGHT-        1097.23  (meters)          (10/21/02) GPS OBS
 AI5909  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 AI5909
 AI5909  HORZ ORDER  -  FIRST
 AI5909  ELLP ORDER  -  FIFTH     CLASS I
 AI5909
 AI5909.This mark is at Wray Municipal Airport (2V5)
 AI5909
 AI5909.The horizontal coordinates were established by GPS observations
 AI5909.and adjusted by the National Geodetic Survey in June 2000..
 AI5909
 AI5909.The orthometric height was determined by GPS observations and a
 AI5909.high-resolution geoid model.
 AI5909
 AI5909.GPS derived orthometric heights for airport stations designated as
 AI5909.PACS or SACS are published to 2 decimal places.  This maintains
 AI5909.centimeter relative accuracy between the PACS and SACS.  It does
 AI5909.not indicate centimeter accuracy relative to other marks which are
 AI5909.part of the NAVD 88 network.
 AI5909
 AI5909.Photographs are available for this station.
 AI5909
 AI5909.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5909
 AI5909.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5909
 AI5909.The ellipsoidal height was determined by GPS observations
 AI5909.and is referenced to NAD 83.
 AI5909
 AI5909.The geoid height was determined by GEOID03.
 AI5909
 AI5909;                    North         East     Units Scale Factor Converg.
 AI5909;SPC CO N     -   395,483.736 1,191,880.431   MT  0.99996010   +2 06 11.9
 AI5909;SPC CO N     - 1,297,516.22  3,910,361.05   sFT  0.99996010   +2 06 11.9
 AI5909;UTM  13      - 4,442,961.536   734,841.655   MT  1.00027898   +1 46 32.4
 AI5909
 AI5909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5909!SPC CO N     -   0.99982790  x   0.99996010  =   0.99978801
 AI5909!UTM  13      -   0.99982790  x   1.00027898  =   1.00010683
 AI5909
 AI5909                          SUPERSEDED SURVEY CONTROL
 AI5909
 AI5909  ELLIP H (06/30/00) 1097.24   (m)                       GP(       ) 1 1
 AI5909
 AI5909.Superseded values are not recommended for survey control.
 AI5909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5909.See file dsdata.txt to determine how the superseded data were derived.
 AI5909
 AI5909_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE3484242962(NAD 83)
 AI5909_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5909_STAMPING: 2V5 C 1999
 AI5909_MARK LOGO: NGS   
 AI5909_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI5909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5909+STABILITY: SURFACE MOTION
 AI5909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5909+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5909
 AI5909  HISTORY     - Date     Condition        Report By
 AI5909  HISTORY     - 1999     MONUMENTED       MSAM
 AI5909
 AI5909                          STATION DESCRIPTION
 AI5909
 AI5909'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AI5909'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC.  1999 (KCH) THE
 AI5909'STATION IS LOCATED ABOUT 1.2 MI (1.9 KM) NORTHWEST OF WRAY, JUST WEST
 AI5909'OF THE WRAY MUNICIPAL AIRPORT, AT THE WRAY WATER WELL FACILITY, IN THE
 AI5909'SOUTHWEST QUARTER OF SECTION 25, T 2 N, R 44 W.  THE AIRPORT IS NOT
 AI5909'CONTROLLED.  PERMISSION TO USE THIS STATION MUST BE OBTAINED FROM THE
 AI5909'AIRPORT MANAGER.  CONTACT MR BOB KLEIN AT 33920 STATE HIGHWAY 385,
 AI5909'WRAY, COLORADO, 80758, TELEPHONE 970-332-4645.  OWNERSHIP--CITY OF
 AI5909'WRAY
 AI5909'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 34 AND 385 ON
 AI5909'THE WEST SIDE OF WRAY, GO NORTH ON HIGHWAY 385 FOR 1.1 MI (1.8 KM) TO
 AI5909'A PAVED ROAD LEFT.  TURN LEFT, WEST, ON AIRPORT ROAD FOR 0.65 MI (1.05
 AI5909'KM) TO ROAD END AT GAS PUMPS AND OFFICE ON THE LEFT.  TURN LEFT,
 AI5909'SOUTHWEST, ON APRON AND RAMP FOR 0.1 MI (0.2 KM) TO THE RUNWAY 14-32.
 AI5909'TURN RIGHT, NORTHWEST, ALONG RUNWAY 14-32 FOR 0.5 MI (0.8 KM) TO THE
 AI5909'STATION ON THE LEFT, JUST WEST OF THE PERIMETER FENCE
 AI5909'THE MARK IS A NGS BRASS DISK SET IN THE TOP CENTER OF A CONCRETE POST
 AI5909'FLUSH WITH THE GROUND.  IT IS 66.  M (216.5 FT) SOUTHWEST OF THE
 AI5909'CENTER OF RUNWAY 14-32, 29.  M (95.1 FT) NORTHEAST OF THE CENTER OF
 AI5909'THE DOOR ON WELL HOUSE NUMBER 2, 26.6 M (87.3 FT) NORTH OF AN ELECTRIC
 AI5909'TRANSFORMER AND 1.5 M (4.9 FT) SOUTH-SOUTHWEST OF A FENCE CORNER AND
 AI5909'1.2 M (3.9 FT) SOUTH-SOUTHWEST OF A FENCE AND A FIBERGLASS WITNESS
 AI5909'POST.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AI5909'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5881 ***********************************************************************
 AI5881  SACS        -  This is a Secondary Airport Control Station.
 AI5881  DESIGNATION -  2V6 A
 AI5881  PID         -  AI5881
 AI5881  STATE/COUNTY-  CO/YUMA
 AI5881  USGS QUAD   -  YUMA SOUTH (1984)
 AI5881
 AI5881                         *CURRENT SURVEY CONTROL
 AI5881  ___________________________________________________________________
 AI5881* NAD 83(1992)-  40 06 47.41114(N)    102 42 53.32251(W)     ADJUSTED  
 AI5881* NAVD 88     -      1257.52   (meters)    4125.7    (feet)  GPS OBS   
 AI5881  ___________________________________________________________________
 AI5881  X           -  -1,075,305.293 (meters)                     COMP
 AI5881  Y           -  -4,765,761.004 (meters)                     COMP
 AI5881  Z           -   4,088,400.202 (meters)                     COMP
 AI5881  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 AI5881  ELLIP HEIGHT-        1236.36  (meters)          (10/21/02) GPS OBS
 AI5881  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 AI5881
 AI5881  HORZ ORDER  -  FIRST
 AI5881  ELLP ORDER  -  FIFTH     CLASS I
 AI5881
 AI5881.This mark is at Yuma Municipal Airport  (2V6)
 AI5881
 AI5881.The horizontal coordinates were established by GPS observations
 AI5881.and adjusted by the National Geodetic Survey in June 2000..
 AI5881
 AI5881.The orthometric height was determined by GPS observations and a
 AI5881.high-resolution geoid model.
 AI5881
 AI5881.GPS derived orthometric heights for airport stations designated as
 AI5881.PACS or SACS are published to 2 decimal places.  This maintains
 AI5881.centimeter relative accuracy between the PACS and SACS.  It does
 AI5881.not indicate centimeter accuracy relative to other marks which are
 AI5881.part of the NAVD 88 network.
 AI5881
 AI5881.Photographs are available for this station.
 AI5881
 AI5881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5881
 AI5881.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5881
 AI5881.The ellipsoidal height was determined by GPS observations
 AI5881.and is referenced to NAD 83.
 AI5881
 AI5881.The geoid height was determined by GEOID03.
 AI5881
 AI5881;                    North         East     Units Scale Factor Converg.
 AI5881;SPC CO N     -   395,114.385 1,151,798.088   MT  0.99995971   +1 47 58.6
 AI5881;SPC CO N     - 1,296,304.44  3,778,857.56   sFT  0.99995971   +1 47 58.6
 AI5881;UTM  13      - 4,442,821.069   694,749.449   MT  1.00006692   +1 28 22.1
 AI5881
 AI5881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5881!SPC CO N     -   0.99980608  x   0.99995971  =   0.99976580
 AI5881!UTM  13      -   0.99980608  x   1.00006692  =   0.99987299
 AI5881
 AI5881:                Primary Azimuth Mark                     Grid Az
 AI5881:SPC CO N     -  2V6 B                                    196 57 11.6
 AI5881:UTM  13      -  2V6 B                                    197 16 48.1
 AI5881
 AI5881|---------------------------------------------------------------------|
 AI5881| PID    Reference Object                     Distance      Geod. Az  |
 AI5881|                                                           dddmmss.s |
 AI5881| AI5880 2V6 B                               APPROX. 0.6 KM 1984510.2 |
 AI5881|---------------------------------------------------------------------|
 AI5881
 AI5881                          SUPERSEDED SURVEY CONTROL
 AI5881
 AI5881  ELLIP H (06/30/00) 1236.35   (m)                       GP(       ) 1 1
 AI5881
 AI5881.Superseded values are not recommended for survey control.
 AI5881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5881.See file dsdata.txt to determine how the superseded data were derived.
 AI5881
 AI5881_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE9474942821(NAD 83)
 AI5881_MARKER: DD = SURVEY DISK
 AI5881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5881_STAMPING: 2V6 A 1999
 AI5881_MARK LOGO: NGS   
 AI5881_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5881+STABILITY: SURFACE MOTION
 AI5881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5881+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5881
 AI5881  HISTORY     - Date     Condition        Report By
 AI5881  HISTORY     - 1999     MONUMENTED       MSAM
 AI5881
 AI5881                          STATION DESCRIPTION
 AI5881
 AI5881'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AI5881'THE STATION IS LOCATED ABOUT 1.5 KM (0.95 MI) SOUTHEAST OF YUMA, 43 KM
 AI5881'(26.70 MI) EAST OF AKRON, AT THE YUMA MUNICIPAL AIRPORT.  IT IS NORTH
 AI5881'AND EAST OF THE NORTH END OF RUNWAY 16-34, IN THE NORTHWEST QUARTER OF
 AI5881'SECTION 26, T 2 N, R 48 W.  THE AIRPORT IS NOT CONTROLLED. PERMISSION
 AI5881'TO USE THIS STATION MUST BE OBTAINED FROM THE CITY MANAGER.  CONTACT
 AI5881'MR CARROL FLEMISTER AT 221 SOUTH MAIN STREET, YUMA, COLORADO 80759,
 AI5881'TELEPHONE 970-848-3878.  OWNERSHIP--CITY OF YUMA
 AI5881'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 34 (8TH
 AI5881'AVENUE) AND STATE HIGHWAY 59 (DETROIT STREET) IN YUMA, GO SOUTH ON
 AI5881'STATE HIGHWAY 59 FOR 0.8 MI (1.3 KM) TO AN AIRPORT ENTRANCE ON THE
 AI5881'LEFT, TURN LEFT, EAST FOR 0.02 MI.  (0.03 KM) TURN LEFT, NORTH, FOR
 AI5881'0.05 MI (0.08 KM) .  TURN RIGHT, EAST, ACROSS A TIE DOWN AREA FOR 0.05
 AI5881'MI (0.08 KM) TO TAXIWAY A3, VEER RIGHT, EAST ON TAXIWAY A3 FOR 0.1 MI
 AI5881'(0.2 KM) TO RUNWAY 16-34.  TURN LEFT, NORTH, ALONG RUNWAY 16-34 FOR
 AI5881'0.2 MI (0.3 KM) TO THE NORTH END OF RUNWAY 16-34, CONTINUE NORTH
 AI5881'ACROSS A FIELD FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT
 AI5881'THE MARK IS A NGS BRASS SURVEY DISK, SET IN THE TOP CENTER OF A ROUND
 AI5881'CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 63 M (206.7 FT) EAST OF
 AI5881'THE EAST EDGE OF RUNWAY 16-34 EXTENDED, 49 M (160.8 FT)
 AI5881'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF AN ABANDONDED RUNWAY, 28.7
 AI5881'M (94.2 FT) NORTH OF A T-POST, 26.5 M (86.9 FT) NORTHEAST OF A FENCE
 AI5881'CORNER, 14.5 M (47.6 FT) WEST OF THE CENTER OF A FIELD ROAD, 0.8 M
 AI5881'(2.6 FT) NORTH OF A FIBERGLASS WITNESS POST AND 0.7 M (2.3 FT) SOUTH
 AI5881'OF A FIBERGLASS WITNESS POST.  THIS STATION IS DESIGNATED AS A
 AI5881'SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5880 ***********************************************************************
 AI5880  PACS        -  This is a Primary Airport Control Station.
 AI5880  DESIGNATION -  2V6 B
 AI5880  PID         -  AI5880
 AI5880  STATE/COUNTY-  CO/YUMA
 AI5880  USGS QUAD   -  YUMA SOUTH (1984)
 AI5880
 AI5880                         *CURRENT SURVEY CONTROL
 AI5880  ___________________________________________________________________
 AI5880* NAD 83(1992)-  40 06 30.03143(N)    102 43 01.00710(W)     ADJUSTED  
 AI5880* NAVD 88     -      1260.15   (meters)    4134.3    (feet)  GPS OBS   
 AI5880  ___________________________________________________________________
 AI5880  X           -  -1,075,559.327 (meters)                     COMP
 AI5880  Y           -  -4,766,059.848 (meters)                     COMP
 AI5880  Z           -   4,087,991.837 (meters)                     COMP
 AI5880  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 AI5880  ELLIP HEIGHT-        1238.98  (meters)          (10/21/02) GPS OBS
 AI5880  GEOID HEIGHT-         -21.20  (meters)                     GEOID03
 AI5880
 AI5880  HORZ ORDER  -  B
 AI5880  ELLP ORDER  -  FIFTH     CLASS I
 AI5880
 AI5880.This mark is at Yuma Municipal Airport  (2V6)
 AI5880
 AI5880.The horizontal coordinates were established by GPS observations
 AI5880.and adjusted by the National Geodetic Survey in June 2000..
 AI5880
 AI5880.The orthometric height was determined by GPS observations and a
 AI5880.high-resolution geoid model.
 AI5880
 AI5880.GPS derived orthometric heights for airport stations designated as
 AI5880.PACS or SACS are published to 2 decimal places.  This maintains
 AI5880.centimeter relative accuracy between the PACS and SACS.  It does
 AI5880.not indicate centimeter accuracy relative to other marks which are
 AI5880.part of the NAVD 88 network.
 AI5880
 AI5880.Photographs are available for this station.
 AI5880
 AI5880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5880
 AI5880.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5880
 AI5880.The ellipsoidal height was determined by GPS observations
 AI5880.and is referenced to NAD 83.
 AI5880
 AI5880.The geoid height was determined by GEOID03.
 AI5880
 AI5880;                    North         East     Units Scale Factor Converg.
 AI5880;SPC CO N     -   394,572.906 1,151,633.024   MT  0.99995992   +1 47 53.6
 AI5880;SPC CO N     - 1,294,527.94  3,778,316.01   sFT  0.99995992   +1 47 53.6
 AI5880;UTM  13      - 4,442,280.483   694,581.281   MT  1.00006611   +1 28 16.6
 AI5880
 AI5880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5880!SPC CO N     -   0.99980567  x   0.99995992  =   0.99976560
 AI5880!UTM  13      -   0.99980567  x   1.00006611  =   0.99987177
 AI5880
 AI5880:                Primary Azimuth Mark                     Grid Az
 AI5880:SPC CO N     -  2V6 A                                    016 57 11.7
 AI5880:UTM  13      -  2V6 A                                    017 16 48.7
 AI5880
 AI5880|---------------------------------------------------------------------|
 AI5880| PID    Reference Object                     Distance      Geod. Az  |
 AI5880|                                                           dddmmss.s |
 AI5880| AI5881 2V6 A                               APPROX. 0.6 KM 0184505.3 |
 AI5880|---------------------------------------------------------------------|
 AI5880
 AI5880                          SUPERSEDED SURVEY CONTROL
 AI5880
 AI5880  ELLIP H (06/30/00) 1238.98   (m)                       GP(       ) 1 1
 AI5880
 AI5880.Superseded values are not recommended for survey control.
 AI5880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5880.See file dsdata.txt to determine how the superseded data were derived.
 AI5880
 AI5880_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE9458142280(NAD 83)
 AI5880_MARKER: I = METAL ROD
 AI5880_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI5880_STAMPING: 2V6 B 1999
 AI5880_MARK LOGO: NGS   
 AI5880_PROJECTION: FLUSH
 AI5880_MAGNETIC: I = MARKER IS A STEEL ROD
 AI5880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5880+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5880_ROD/PIPE-DEPTH: 19.4 meters
 AI5880_SLEEVE-DEPTH  : 0.9 meters
 AI5880
 AI5880  HISTORY     - Date     Condition        Report By
 AI5880  HISTORY     - 1999     MONUMENTED       MSAM
 AI5880
 AI5880                          STATION DESCRIPTION
 AI5880
 AI5880'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AI5880'THE STATION IS LOCATED ABOUT 1.5 KM (0.95 MI) SOUTHEAST OF YUMA, 43 KM
 AI5880'(26.70 MI) EAST OF AKRON, AT THE YUMA MUNICIPAL AIRPORT.  IT IS
 AI5880'SOUTHWEST OF RUNWAY 12-30 AND NORTH OF TAXIWAY A3, IN THE SOUTHWEST
 AI5880'QUARTER OF SECTION 26, T 2 N, R 48 W.  THE AIRPORT IS NOT CONTROLLED.
 AI5880'PERMISSION TO USE THIS STATION MUST BE OBTAINED FROM THE CITY MANAGER.
 AI5880'CONTACT MR CARROL FLEMISTER AT 221 SOUTH MAIN STREET, YUMA, COLORADO
 AI5880'80759, TELEPHONE 970-848-3878.  OWNERSHIP--CITY OF YUMA
 AI5880'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 34 (8TH
 AI5880'AVENUE) AND STATE HIGHWAY 59 (DETROIT STREET) IN YUMA, GO SOUTH ON
 AI5880'STATE HIGHWAY 59 FOR 0.8 MI (1.3 KM) TO AN AIRPORT ENTRANCE ON THE
 AI5880'LEFT, TURN LEFT, EAST FOR 0.02 MI.  (0.03 KM) TURN LEFT, NORTH, FOR
 AI5880'0.08 MI.  (0.13 KM) TURN RIGHT, EAST, ACROSS THE CONCRETE TIE DOWN
 AI5880'AREA AND THE HELICOPTER LANDING PAD FOR 0.05 MI.  (0.08 KM) VEER TO
 AI5880'THE LEFT, NORTHEAST ACROSS A FIELD, PAST A WINDSOCK AND BEACON, FOR
 AI5880'0.05 MI (0.08 KM) TO THE STATION AHEAD
 AI5880'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 AI5880'TO REFUSAL AT A DEPTH OF 63.5 FT, (19.4 M) ENCASED IN A 0.9 M (3.0 FT)
 AI5880'LONG GREASED PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID,
 AI5880'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 111.5 M
 AI5880'(365.8 FT) NORTH FROM THE NORTH EDGE OF TAXIWAY A3, 71 M (232.9 FT)
 AI5880'SOUTHWEST FROM THE SOUTHWEST EDGE OF GRAVEL RUNWAY 2-30, 48 M (157.5
 AI5880'FT) NORTH-NORTHWEST FROM THE CENTER OF A DITCH, 27.5 M (90.2 FT)
 AI5880'EAST-NORTHEAST FROM A WINDSOCK AND 18.3 M (60.0 FT) NORTHEAST FROM
 AI5880'AIRPORT BEACON.  THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT
 AI5880'CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5882 ***********************************************************************
 AI5882  SACS        -  This is a Secondary Airport Control Station.
 AI5882  DESIGNATION -  2V6 C
 AI5882  PID         -  AI5882
 AI5882  STATE/COUNTY-  CO/YUMA
 AI5882  USGS QUAD   -  YUMA SOUTH (1984)
 AI5882
 AI5882                         *CURRENT SURVEY CONTROL
 AI5882  ___________________________________________________________________
 AI5882* NAD 83(1992)-  40 05 55.53387(N)    102 42 44.44728(W)     ADJUSTED  
 AI5882* NAVD 88     -      1258.34   (meters)    4128.4    (feet)  GPS OBS   
 AI5882  ___________________________________________________________________
 AI5882  X           -  -1,075,327.235 (meters)                     COMP
 AI5882  Y           -  -4,766,813.561 (meters)                     COMP
 AI5882  Z           -   4,087,176.647 (meters)                     COMP
 AI5882  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 AI5882  ELLIP HEIGHT-        1237.15  (meters)          (10/21/02) GPS OBS
 AI5882  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 AI5882
 AI5882  HORZ ORDER  -  FIRST
 AI5882  ELLP ORDER  -  FIFTH     CLASS I
 AI5882
 AI5882.This mark is at Yuma Municipal Airport  (2V6)
 AI5882
 AI5882.The horizontal coordinates were established by GPS observations
 AI5882.and adjusted by the National Geodetic Survey in June 2000..
 AI5882
 AI5882.The orthometric height was determined by GPS observations and a
 AI5882.high-resolution geoid model.
 AI5882
 AI5882.GPS derived orthometric heights for airport stations designated as
 AI5882.PACS or SACS are published to 2 decimal places.  This maintains
 AI5882.centimeter relative accuracy between the PACS and SACS.  It does
 AI5882.not indicate centimeter accuracy relative to other marks which are
 AI5882.part of the NAVD 88 network.
 AI5882
 AI5882.Photographs are available for this station.
 AI5882
 AI5882.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5882
 AI5882.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5882
 AI5882.The ellipsoidal height was determined by GPS observations
 AI5882.and is referenced to NAD 83.
 AI5882
 AI5882.The geoid height was determined by GEOID03.
 AI5882
 AI5882;                    North         East     Units Scale Factor Converg.
 AI5882;SPC CO N     -   393,521.765 1,152,058.444   MT  0.99996035   +1 48 04.3
 AI5882;SPC CO N     - 1,291,079.32  3,779,711.75   sFT  0.99996035   +1 48 04.3
 AI5882;UTM  13      - 4,441,226.817   695,000.738   MT  1.00006813   +1 28 26.2
 AI5882
 AI5882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5882!SPC CO N     -   0.99980596  x   0.99996035  =   0.99976632
 AI5882!UTM  13      -   0.99980596  x   1.00006813  =   0.99987407
 AI5882
 AI5882                          SUPERSEDED SURVEY CONTROL
 AI5882
 AI5882  ELLIP H (06/30/00) 1237.15   (m)                       GP(       ) 1 1
 AI5882
 AI5882.Superseded values are not recommended for survey control.
 AI5882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5882.See file dsdata.txt to determine how the superseded data were derived.
 AI5882
 AI5882_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE9500141227(NAD 83)
 AI5882_MARKER: DD = SURVEY DISK
 AI5882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5882_STAMPING: 2V6 C 1999
 AI5882_MARK LOGO: NGS   
 AI5882_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5882+STABILITY: SURFACE MOTION
 AI5882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5882+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5882
 AI5882  HISTORY     - Date     Condition        Report By
 AI5882  HISTORY     - 1999     MONUMENTED       MSAM
 AI5882
 AI5882                          STATION DESCRIPTION
 AI5882
 AI5882'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AI5882'THE STATION IS LOCATED ABOUT 1.5 KM (0.95 MI) SOUTHEAST OF YUMA, 43 KM
 AI5882'(26.70 MI) EAST OF AKRON, AT THE YUMA MUNICIPAL AIRPORT.  IT IS SOUTH
 AI5882'AND EAST OF THE SOUTH END OF RUNWAY 16-34, IN THE SOUTHWEST QUARTER OF
 AI5882'SECTION 26, T 2 N, R 48 W.  THE AIRPORT IS NOT CONTROLLED. PERMISSION
 AI5882'TO USE THIS STATION MUST BE OBTAINED FROM THE CITY MANAGER.  CONTACT
 AI5882'MR CARROL FLEMISTER AT 221 SOUTH MAIN STREET, YUMA, COLORADO 80759,
 AI5882'TELEPHONE 970-848-3878.  OWNERSHIP--CITY OF YUMA
 AI5882'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 34 (8TH
 AI5882'AVENUE) AND STATE HIGHWAY 59 (DETROIT STREET) IN YUMA, GO SOUTH ON
 AI5882'STATE HIGHWAY 59 FOR 0.8 MI (1.3 KM) TO AN AIRPORT ENTRANCE ON THE
 AI5882'LEFT, TURN LEFT, EAST FOR 0.02 MI.  (0.03 KM) TURN LEFT, NORTH, FOR
 AI5882'0.05 MI (0.08 KM) .  TURN RIGHT, EAST, ACROSS A TIE DOWN AREA FOR 0.05
 AI5882'MI (0.08 KM) TO TAXIWAY A3, VEER RIGHT, EAST ON TAXIWAY A3 FOR 0.1 MI
 AI5882'(0.2 KM) TO RUNWAY 16-34.  TURN RIGHT, SOUTH, ALONG RUNWAY 16-34 FOR
 AI5882'0.65 MI (1.05 KM) TO THE SOUTH END OF THE RUNWAY.  TURN LEFT, EAST,
 AI5882'LEAVE THE RUNWAY FOR 0.1 MI (0.2 KM) TO THE STATION AHEAD
 AI5882'THE MARK IS A NGS BRASS SURVEY DISK, SET IN THE TOP CENTER OF A ROUND
 AI5882'CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 0.1 MI (0.2 KM) NORTH OF
 AI5882'THE SOUTHEAST CORNER OF THE BOUNDARY FENCE, 100 M (328.1 FT) NORTHEAST
 AI5882'OF THE SOUTHEAST CORNER OF RUNWAY 16-34, 77.3 M (253.6 FT)
 AI5882'EAST-NORTHEAST OF A FLASHING LIGHT AT THE SOUTHEAST CORNER OF RUNWAY
 AI5882'16-34, 10.5 M (34.4 FT) WEST OF THE BOUNDARY FENCE AND A FIBERGLASS
 AI5882'WITNESS POST, 7.8 M (25.6 FT) WEST OF THE CENTER OF A BOUNDARY ROAD.
 AI5882'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0580 ***********************************************************************
 LL0580  DESIGNATION -  3
 LL0580  PID         -  LL0580
 LL0580  STATE/COUNTY-  CO/LARIMER
 LL0580  USGS QUAD   -  MASONVILLE (1984)
 LL0580
 LL0580                         *CURRENT SURVEY CONTROL
 LL0580  ___________________________________________________________________
 LL0580* NAD 83(1986)-  40 25 24.     (N)    105 13 57.     (W)     SCALED    
 LL0580* NAVD 88     -      1639.728  (meters)    5379.67   (feet)  ADJUSTED  
 LL0580  ___________________________________________________________________
 LL0580  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 LL0580  DYNAMIC HT  -        1638.281 (meters)    5374.93  (feet)  COMP
 LL0580  MODELED GRAV-     979,684.9   (mgal)                       NAVD 88
 LL0580
 LL0580  VERT ORDER  -  SECOND    CLASS 0
 LL0580
 LL0580.The horizontal coordinates were scaled from a topographic map and have
 LL0580.an estimated accuracy of +/- 6 seconds.
 LL0580
 LL0580.The orthometric height was determined by differential leveling
 LL0580.and adjusted by the National Geodetic Survey in June 1991..
 LL0580
 LL0580.The geoid height was determined by GEOID03.
 LL0580
 LL0580.The dynamic height is computed by dividing the NAVD 88
 LL0580.geopotential number by the normal gravity value computed on the
 LL0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0580.degrees latitude (g = 980.6199 gals.).
 LL0580
 LL0580.The modeled gravity was interpolated from observed gravity values.
 LL0580
 LL0580;                    North         East    Units  Estimated Accuracy
 LL0580;SPC CO N     -   425,860.      937,100.      MT  (+/- 180 meters Scaled)
 LL0580
 LL0580                          SUPERSEDED SURVEY CONTROL
 LL0580
 LL0580  NGVD 29 (??/??/92) 1638.710  (m)         5376.33   (f) ADJ UNCH    2 0
 LL0580
 LL0580.Superseded values are not recommended for survey control.
 LL0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0580.See file dsdata.txt to determine how the superseded data were derived.
 LL0580
 LL0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE802747(NAD 83)
 LL0580_MARKER: DD = SURVEY DISK
 LL0580_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LL0580_SP_SET: RETAINING WALL
 LL0580_STAMPING: BM 3 1935 5377
 LL0580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0580
 LL0580  HISTORY     - Date     Condition        Report By
 LL0580  HISTORY     - 1935     MONUMENTED       BOR
 LL0580  HISTORY     - 1939     GOOD             NGS
 LL0580  HISTORY     - 1980     MARK NOT FOUND   USGS
 LL0580
 LL0580                          STATION DESCRIPTION
 LL0580
 LL0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 LL0580'10 MI W FROM LOVELAND.
 LL0580'10.0 MILES WEST ALONG U.S. HIGHWAY 34 FROM THE POST OFFICE AT
 LL0580'LOVELAND, LARIMER COUNTY, 0.6 MILE WEST OF LITTLE DAM, DIRECTLY
 LL0580'ABOVE THE SOUTH END OF F.A. NEVILLES DIVERSION DAM ON BIG THOMPSON
 LL0580'RIVER, AND ON THE TOP OF A ROCK RETAINING WALL ON THE NORTH SIDE OF
 LL0580'THE HIGHWAY.  A UNITED STATES BUREAU OF RECLAMATION STANDARD DISK,
 LL0580'STAMPED B.M. 3 1935 5377.
 LL0580
 LL0580                          STATION RECOVERY (1980)
 LL0580
 LL0580'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 LL0580'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0657 ***********************************************************************
 KK0657  DESIGNATION -  3
 KK0657  PID         -  KK0657
 KK0657  STATE/COUNTY-  CO/BOULDER
 KK0657  USGS QUAD   -  LOUISVILLE (1994)
 KK0657
 KK0657                         *CURRENT SURVEY CONTROL
 KK0657  ___________________________________________________________________
 KK0657* NAD 83(1986)-  39 54 36.     (N)    105 14 24.     (W)     SCALED    
 KK0657* NAVD 88     -      1844.416  (meters)    6051.22   (feet)  ADJUSTED  
 KK0657  ___________________________________________________________________
 KK0657  GEOID HEIGHT-         -15.73  (meters)                     GEOID03
 KK0657  DYNAMIC HT  -        1842.568 (meters)    6045.16  (feet)  COMP
 KK0657  MODELED GRAV-     979,559.2   (mgal)                       NAVD 88
 KK0657
 KK0657  VERT ORDER  -  SECOND    CLASS 0
 KK0657
 KK0657.The horizontal coordinates were scaled from a topographic map and have
 KK0657.an estimated accuracy of +/- 6 seconds.
 KK0657
 KK0657.The orthometric height was determined by differential leveling
 KK0657.and adjusted by the National Geodetic Survey in June 1991..
 KK0657
 KK0657.The geoid height was determined by GEOID03.
 KK0657
 KK0657.The dynamic height is computed by dividing the NAVD 88
 KK0657.geopotential number by the normal gravity value computed on the
 KK0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0657.degrees latitude (g = 980.6199 gals.).
 KK0657
 KK0657.The modeled gravity was interpolated from observed gravity values.
 KK0657
 KK0657;                    North         East    Units  Estimated Accuracy
 KK0657;SPC CO N     -   368,860.      936,630.      MT  (+/- 180 meters Scaled)
 KK0657
 KK0657                          SUPERSEDED SURVEY CONTROL
 KK0657
 KK0657  NGVD 29 (??/??/92) 1843.268  (m)         6047.46   (f) ADJ UNCH    2 0
 KK0657
 KK0657.Superseded values are not recommended for survey control.
 KK0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0657.See file dsdata.txt to determine how the superseded data were derived.
 KK0657
 KK0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE794177(NAD 83)
 KK0657_MARKER: DD = SURVEY DISK
 KK0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0657_STAMPING: 3
 KK0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0657+STABILITY: SURFACE MOTION
 KK0657
 KK0657  HISTORY     - Date     Condition        Report By
 KK0657  HISTORY     - UNK      MONUMENTED       COGS
 KK0657  HISTORY     - 1952     GOOD             NGS
 KK0657  HISTORY     - 1982     MARK NOT FOUND   NGS
 KK0657  HISTORY     - 1984     MARK NOT FOUND   NGS
 KK0657
 KK0657                          STATION DESCRIPTION
 KK0657
 KK0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KK0657'8 MI S FROM BOULDER.
 KK0657'7.95 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE UNIVERSITY
 KK0657'INTERMEDIATE SCHOOL AT BOULDER, 39 FEET EAST OF THE CENTER
 KK0657'LINE OF THE HIGHWAY, 41 FEET NORTH OF A POWER POLE, 4 FEET WEST
 KK0657'OF A FENCE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF
 KK0657'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 KK0657
 KK0657                          STATION RECOVERY (1982)
 KK0657
 KK0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0657'MARK NOT FOUND.
 KK0657
 KK0657                          STATION RECOVERY (1984)
 KK0657
 KK0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK0657'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0222 ***********************************************************************
 LK0222  DESIGNATION -  3
 LK0222  PID         -  LK0222
 LK0222  STATE/COUNTY-  CO/LOGAN
 LK0222  USGS QUAD   -  STERLING SOUTH (1951)
 LK0222
 LK0222                         *CURRENT SURVEY CONTROL
 LK0222  ___________________________________________________________________
 LK0222* NAD 83(1986)-  40 36 48.     (N)    103 14 22.     (W)     SCALED    
 LK0222* NAVD 88     -      1209.186  (meters)    3967.14   (feet)  ADJUSTED  
 LK0222  ___________________________________________________________________
 LK0222  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 LK0222  DYNAMIC HT  -        1208.302 (meters)    3964.24  (feet)  COMP
 LK0222  MODELED GRAV-     979,851.7   (mgal)                       NAVD 88
 LK0222
 LK0222  VERT ORDER  -  SECOND    CLASS 0
 LK0222
 LK0222.The horizontal coordinates were scaled from a topographic map and have
 LK0222.an estimated accuracy of +/- 6 seconds.
 LK0222
 LK0222.The orthometric height was determined by differential leveling
 LK0222.and adjusted by the National Geodetic Survey in June 1991..
 LK0222
 LK0222.The geoid height was determined by GEOID03.
 LK0222
 LK0222.The dynamic height is computed by dividing the NAVD 88
 LK0222.geopotential number by the normal gravity value computed on the
 LK0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0222.degrees latitude (g = 980.6199 gals.).
 LK0222
 LK0222.The modeled gravity was interpolated from observed gravity values.
 LK0222
 LK0222;                    North         East    Units  Estimated Accuracy
 LK0222;SPC CO N     -   449,360.    1,105,680.      MT  (+/- 180 meters Scaled)
 LK0222
 LK0222                          SUPERSEDED SURVEY CONTROL
 LK0222
 LK0222  NGVD 29 (??/??/92) 1208.648  (m)         3965.37   (f) ADJ UNCH    2 0
 LK0222
 LK0222.Superseded values are not recommended for survey control.
 LK0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0222.See file dsdata.txt to determine how the superseded data were derived.
 LK0222
 LK0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE489973(NAD 83)
 LK0222_MARKER: DD = SURVEY DISK
 LK0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0222_STAMPING: STA NO 3 3965.891
 LK0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0222+STABILITY: SURFACE MOTION
 LK0222
 LK0222  HISTORY     - Date     Condition        Report By
 LK0222  HISTORY     - UNK      MONUMENTED       COGS
 LK0222  HISTORY     - 1934     GOOD             NGS
 LK0222
 LK0222                          STATION DESCRIPTION
 LK0222
 LK0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LK0222'2.4 MI W FROM STERLING.
 LK0222'2.4 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LK0222'FROM THE STATION AT STERLING, LOGAN COUNTY, 50.3 FEET EAST OF A
 LK0222'ROAD CROSSING, AND 30.1 FEET SOUTHEAST OF THE SOUTHEAST RAIL.  A
 LK0222'STATE SURVEY STANDARD DISK, STAMPED STA NO 3 3965.891 AND SET IN
 LK0222'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1031 ***********************************************************************
 JK1031  DESIGNATION -  3
 JK1031  PID         -  JK1031
 JK1031  STATE/COUNTY-  CO/PUEBLO
 JK1031  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1031
 JK1031                         *CURRENT SURVEY CONTROL
 JK1031  ___________________________________________________________________
 JK1031* NAD 83(1992)-  38 26 43.76865(N)    104 16 52.21235(W)     ADJUSTED  
 JK1031* NAVD 88     -      1535.36   (+/-2cm)    5037.3    (feet)  VERTCON   
 JK1031  ___________________________________________________________________
 JK1031  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 JK1031  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 JK1031
 JK1031  HORZ ORDER  -  SECOND
 JK1031  VERT ORDER  -  THIRD ? (See Below)
 JK1031
 JK1031.The horizontal coordinates were established by classical geodetic methods
 JK1031.and adjusted by the National Geodetic Survey in January 1993..
 JK1031
 JK1031.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1031.The vertical order pertains to the NGVD 29 superseded value.
 JK1031
 JK1031.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1031
 JK1031.The geoid height was determined by GEOID03.
 JK1031
 JK1031;                    North         East     Units Scale Factor Converg.
 JK1031;SPC CO S     -   502,922.569 1,020,801.031   MT  1.00000224   +0 44 51.4
 JK1031;SPC CO S     - 1,650,005.13  3,349,078.05   sFT  1.00000224   +0 44 51.4
 JK1031;UTM  13      - 4,255,489.752   562,728.026   MT  0.99964846   +0 26 49.1
 JK1031
 JK1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1031!SPC CO S     -   0.99976228  x   1.00000224  =   0.99976452
 JK1031!UTM  13      -   0.99976228  x   0.99964846  =   0.99941083
 JK1031
 JK1031:                Primary Azimuth Mark                     Grid Az
 JK1031:SPC CO S     -  SOUTHEAST 2                              163 46 09.5
 JK1031:UTM  13      -  SOUTHEAST 2                              164 04 11.8
 JK1031
 JK1031|---------------------------------------------------------------------|
 JK1031| PID    Reference Object                     Distance      Geod. Az  |
 JK1031|                                                           dddmmss.s |
 JK1031| JK1025 SOUTHEAST 2                         APPROX. 1.3 KM 1643100.9 |
 JK1031| JK1032 3C                                  APPROX. 0.6 KM 1810239.7 |
 JK1031|---------------------------------------------------------------------|
 JK1031
 JK1031                          SUPERSEDED SURVEY CONTROL
 JK1031
 JK1031  NAD 83(1986)-  38 26 43.75685(N)    104 16 52.20784(W) AD(       ) 2
 JK1031  NAD 27      -  38 26 43.76623(N)    104 16 50.33226(W) AD(       ) 2
 JK1031  NGVD 29 (07/19/86) 1534.50   (m)         5034.4    (f) LEVELING    3  
 JK1031
 JK1031.Superseded values are not recommended for survey control.
 JK1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1031.See file dsdata.txt to determine how the superseded data were derived.
 JK1031
 JK1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6272855490(NAD 83)
 JK1031
 JK1031  HISTORY     - Date     Condition        Report By
 JK1031  HISTORY     - UNK      MONUMENTED
 JK1031  HISTORY     - 1975     GOOD             NGS
 JK1031
 JK1031                          STATION DESCRIPTION
 JK1031
 JK1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1031'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1031'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1031'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS
 JK1031'0.85 MILE NORTH ALONG THE EAST LIMB OF THE HIGH SPEED TRACK FROM A
 JK1031'CONCRETE BRIDGE THAT SPANS THE EAST LIMB OF THE TRACK, ABOUT
 JK1031'0.65 MILE NORTHEAST OF THE FEDERAL HEADQUARTERS BUILDING AND
 JK1031'ABOUT 120 FEET EAST OF THE TRACK.
 JK1031'
 JK1031'A STANDARD TRAVERSE STATION MARK DISK, SET IN THE TOP OF
 JK1031'A ROUND CONCRETE MONUMENT 5 FEET INTO THE GROUND AND PROJECTING
 JK1031'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1776 ***********************************************************************
 KK1776  DESIGNATION -  3
 KK1776  PID         -  KK1776
 KK1776  STATE/COUNTY-  CO/JEFFERSON
 KK1776  USGS QUAD   -  GOLDEN (1994)
 KK1776
 KK1776                         *CURRENT SURVEY CONTROL
 KK1776  ___________________________________________________________________
 KK1776* NAD 83(1992)-  39 45 05.84923(N)    105 09 45.51063(W)     ADJUSTED  
 KK1776* NAVD 88     -      1843.1    (meters)    6047.     (feet)  VERTCON   
 KK1776  ___________________________________________________________________
 KK1776  LAPLACE CORR-         -16.73  (seconds)                    DEFLEC99
 KK1776  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 KK1776
 KK1776  HORZ ORDER  -  SECOND
 KK1776
 KK1776.The horizontal coordinates were established by classical geodetic methods
 KK1776.and adjusted by the National Geodetic Survey in January 1993..
 KK1776
 KK1776.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1776
 KK1776.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1776
 KK1776.The geoid height was determined by GEOID03.
 KK1776
 KK1776;                    North         East     Units Scale Factor Converg.
 KK1776;SPC CO C     -   517,806.080   943,314.190   MT  1.00000032   +0 12 46.0
 KK1776;SPC CO C     - 1,698,835.45  3,094,856.64   sFT  1.00000032   +0 12 46.0
 KK1776;UTM  13      - 4,400,203.237   486,066.769   MT  0.99960239   -0 06 14.4
 KK1776
 KK1776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1776!SPC CO C     -   0.99971344  x   1.00000032  =   0.99971376
 KK1776!UTM  13      -   0.99971344  x   0.99960239  =   0.99931595
 KK1776
 KK1776:                Primary Azimuth Mark                     Grid Az
 KK1776:SPC CO C     -  3 AZ MK                                  062 42 35.8
 KK1776:UTM  13      -  3 AZ MK                                  063 01 36.2
 KK1776
 KK1776|---------------------------------------------------------------------|
 KK1776| PID    Reference Object                     Distance      Geod. Az  |
 KK1776|                                                           dddmmss.s |
 KK1776| CP6206 3 AZ MK                                            0625521.8 |
 KK1776| CP6207 3 RM 1                               14.850 METERS 18025     |
 KK1776| CP6208 3 RM 2                               19.100 METERS 27246     |
 KK1776|---------------------------------------------------------------------|
 KK1776
 KK1776                          SUPERSEDED SURVEY CONTROL
 KK1776
 KK1776  NAD 83(1986)-  39 45 05.84559(N)    105 09 45.50829(W) AD(       ) 2
 KK1776  NAD 27      -  39 45 05.89233(N)    105 09 43.55440(W) AD(       ) 2
 KK1776  NGVD 29 (07/19/86) 1842.2    (m)         6044.     (f) VERT ANG       
 KK1776
 KK1776.Superseded values are not recommended for survey control.
 KK1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1776.See file dsdata.txt to determine how the superseded data were derived.
 KK1776
 KK1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE8606700203(NAD 83)
 KK1776_MARKER: DD = SURVEY DISK
 KK1776_SETTING: 66 = SET IN ROCK OUTCROP
 KK1776_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 KK1776
 KK1776  HISTORY     - Date     Condition        Report By
 KK1776  HISTORY     - 1977     MONUMENTED       CO-059
 KK1776
 KK1776                          STATION DESCRIPTION
 KK1776
 KK1776'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1776'THE STATION IS LOCATED 3.0 MILES STRAIGHT EAST OF THE JEFFERSON
 KK1776'COUNTY COURTHOUSE IN GOLDEN AND 1.0 MILE WEST OF INTERSTATE
 KK1776'HIGHWAY 70 IN THE NORTHWEST 1/4 OF SECTION 31, T 3 S, R 69 W.
 KK1776'
 KK1776'TO REACH THE STATION FROM JEFFERSON COUNTY COURTHOUSE, GO
 KK1776'SOUTHEAST ON JACKSON STREET 0.3 MILE UNTIL IT BECOMES OLD
 KK1776'GOLDEN ROAD.  CONTINUE 1.2 MILES TO QUAKER STREET.  TURN LEFT
 KK1776'AND GO 0.8 MILE NORTH TO THE TOP OF SOUTH TABLE MOUNTAIN AND A
 KK1776'LOCKED GATE ON THE RIGHT TO THE STATE PATROL ROAD TRAINING
 KK1776'COURSE.  GO THROUGH THE GATE AND EAST 0.2 MILE TO THE NORTHWEST
 KK1776'CORNER OF THE PAVED ROAD COURSE.  GO 0.2 MILE EAST ON THE NORTH
 KK1776'STRAIGHT-A-WAY TO A DIRT ROAD NORTHEAST FROM THE NORTHEAST
 KK1776'CORNER OF THE ROAD COURSE.  TURN LEFT ONTO THE DIRT ROAD AND
 KK1776'GO 0.2 MILE TO THE HIGHEST POINT OF THE NORTHEAST TIP OF SOUTH
 KK1776'TABLE MOUNTAIN.
 KK1776'
 KK1776'TO REACH THE AZIMUTH MARK, GO EAST FROM DOWNTOWN GOLDEN ON 13TH
 KK1776'STREET 0.2 MILE WHERE WHEN PASSING THROUGH A TUNNEL UNDER THE
 KK1776'LARGE GRAIN ELEVATOR OF COORS BREWERY IT BECOMES WEST 32ND
 KK1776'AVENUE.  CONTINUE ON EAST ON THE WINDING ROAD ALONG THE NORTH
 KK1776'BASE OF SOUTH TABLE MOUNTAIN FOR 3.0 MILES TO AN INTERSECTION
 KK1776'WITH ELDRIDGE STREET FROM THE RIGHT.  TURN RIGHT AND GO SOUTH
 KK1776'7 BLOCKS TO THE SOUTHWEST WINGWALL OF A BRIDGE OVER A CANAL IN
 KK1776'THE 2500 BLOCK OF ELDRIDGE STREET.
 KK1776'
 KK1776'THE STATION MARK, STAMPED--3 JCMD 1977---, IS A 3-INCH BRONZE
 KK1776'DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP 21.5 FEET
 KK1776'NORTHWEST OF THE EASTERN MOST TIP AND 5 FEET SOUTH OF NORTH
 KK1776'EDGE.
 KK1776'
 KK1776'REFERENCE MARK 1, STAMPED--3 JCMD RM 1 1977---, IS A 3-INCH
 KK1776'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP
 KK1776'60 FEET SOUTHWEST OF THE EASTERN MOST TIP AND 10 FEET NORTHWEST
 KK1776'OF THE SOUTHEAST EDGE.
 KK1776'
 KK1776'REFERENCE MARK 2, STAMPED--3 JCMD RM 2 1977---, IS A 3-INCH
 KK1776'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP,
 KK1776'70 FEET WEST-NORTHWEST OF THE EASTERN MOST TIP AND 2 FEET SOUTH
 KK1776'OF THE NORTH EDGE.
 KK1776'
 KK1776'THE AZIMUTH MARK, STAMPED--3 JCMD AZM 1977---, IS A 3-INCH
 KK1776'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE SOUTHWEST WINGWALL
 KK1776'OF THE CONCRETE BRIDGE, 14 FEET WEST OF THE CENTER OF THE ROAD
 KK1776'28 FEET NORTHEAST OF THE CENTER OF A MANHOLE AND 123 FEET NORTH
 KK1776'OF THE CENTER OF FOOTHILL ROAD ON THE SOUTH.
 KK1776'
 KK1776'NOTE- FOR PERMISSION AND A KEY TO ENTER THE STATE PATROL ROAD
 KK1776'COURSE TRAINING AREA, GO 1 MILE FARTHER EAST ON OLD GOLDEN ROAD
 KK1776'BEYOND QUAKER STREET TO THE POST COMMANDERS OFFICE ON THE LEFT
 KK1776'SIDE OF THE ROAD NEAR THE EAST END OF CAMP GEORGE WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0327 ***********************************************************************
 KM0327  DESIGNATION -  3 114 X
 KM0327  PID         -  KM0327
 KM0327  STATE/COUNTY-  CO/GARFIELD
 KM0327  USGS QUAD   -  RAT HOLE RIDGE (1987)
 KM0327
 KM0327                         *CURRENT SURVEY CONTROL
 KM0327  ___________________________________________________________________
 KM0327* NAD 83(1992)-  39 36 37.37925(N)    109 01 47.29406(W)     ADJUSTED  
 KM0327* NAVD 88     -      2556.8    (meters)    8388.     (feet)  VERTCON   
 KM0327  ___________________________________________________________________
 KM0327  LAPLACE CORR-           3.19  (seconds)                    DEFLEC99
 KM0327  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 KM0327
 KM0327  HORZ ORDER  -  THIRD
 KM0327
 KM0327.The horizontal coordinates were established by classical geodetic methods
 KM0327.and adjusted by the National Geodetic Survey in November 1997..
 KM0327
 KM0327.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0327
 KM0327.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0327
 KM0327.The geoid height was determined by GEOID03.
 KM0327
 KM0327;                    North         East     Units Scale Factor Converg.
 KM0327;SPC CO C     -   507,958.866   611,355.868   MT  0.99997536   -2 13 34.4
 KM0327;SPC CO C     - 1,666,528.38  2,005,756.71   sFT  0.99997536   -2 13 34.4
 KM0327;UTM  12      - 4,386,369.418   669,133.563   MT  0.99995220   +1 15 23.1
 KM0327
 KM0327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0327!SPC CO C     -   0.99960159  x   0.99997536  =   0.99957696
 KM0327!UTM  12      -   0.99960159  x   0.99995220  =   0.99955381
 KM0327
 KM0327:                Primary Azimuth Mark                     Grid Az
 KM0327:SPC CO C     -  BOOK                                     211 18 24.2
 KM0327:UTM  12      -  BOOK                                     207 49 26.7
 KM0327
 KM0327|---------------------------------------------------------------------|
 KM0327| PID    Reference Object                     Distance      Geod. Az  |
 KM0327|                                                           dddmmss.s |
 KM0327| KM0324 BOOK                                APPROX. 2.6 KM 2090449.8 |
 KM0327|---------------------------------------------------------------------|
 KM0327
 KM0327                          SUPERSEDED SURVEY CONTROL
 KM0327
 KM0327  NAD 83(1992)-  39 36 37.35915(N)    109 01 47.27834(W) AD(       ) 3
 KM0327  NAD 83(1986)-  39 36 37.35049(N)    109 01 47.27910(W) AD(       ) 3
 KM0327  NAD 27      -  39 36 37.45937(N)    109 01 44.90018(W) AD(       ) 3
 KM0327  NGVD 29 (07/19/86) 2555.4    (m)         8384.     (f) VERT ANG       
 KM0327
 KM0327.Superseded values are not recommended for survey control.
 KM0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0327.See file dsdata.txt to determine how the superseded data were derived.
 KM0327
 KM0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ6913486369(NAD 83)
 KM0327_MARKER: W = UNMONUMENTED
 KM0327_SETTING: 0 = UNSPECIFIED SETTING
 KM0327
 KM0327  HISTORY     - Date     Condition        Report By
 KM0327  HISTORY     - 1966     MONUMENTED       USGS
 KM0327
 KM0327                          STATION DESCRIPTION
 KM0327
 KM0327'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0327'TEMPORARY POINT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0316 ***********************************************************************
 KM0316  DESIGNATION -  3 4 X
 KM0316  PID         -  KM0316
 KM0316  STATE/COUNTY-  CO/RIO BLANCO
 KM0316  USGS QUAD   -  DRAGON (1987)
 KM0316
 KM0316                         *CURRENT SURVEY CONTROL
 KM0316  ___________________________________________________________________
 KM0316* NAD 83(1992)-  39 45 41.07348(N)    109 01 55.64707(W)     ADJUSTED  
 KM0316* NAVD 88     -      2135.7    (meters)    7007.     (feet)  VERTCON   
 KM0316  ___________________________________________________________________
 KM0316  LAPLACE CORR-           4.00  (seconds)                    DEFLEC99
 KM0316  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 KM0316
 KM0316  HORZ ORDER  -  THIRD
 KM0316
 KM0316.The horizontal coordinates were established by classical geodetic methods
 KM0316.and adjusted by the National Geodetic Survey in November 1997..
 KM0316
 KM0316.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0316
 KM0316.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0316
 KM0316.The geoid height was determined by GEOID03.
 KM0316
 KM0316;                    North         East     Units Scale Factor Converg.
 KM0316;SPC CO N     -   358,356.924   611,815.108   MT  0.99999308   -2 16 56.0
 KM0316;SPC CO N     - 1,175,709.34  2,007,263.40   sFT  0.99999308   -2 16 56.0
 KM0316;UTM  12      - 4,403,128.414   668,566.553   MT  0.99994983   +1 15 32.2
 KM0316
 KM0316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0316!SPC CO N     -   0.99966765  x   0.99999308  =   0.99966073
 KM0316!UTM  12      -   0.99966765  x   0.99994983  =   0.99961749
 KM0316
 KM0316:                Primary Azimuth Mark                     Grid Az
 KM0316:SPC CO N     -  ET 14 JEK                                133 48 23.3
 KM0316:UTM  12      -  ET 14 JEK                                130 15 55.1
 KM0316
 KM0316|---------------------------------------------------------------------|
 KM0316| PID    Reference Object                     Distance      Geod. Az  |
 KM0316|                                                           dddmmss.s |
 KM0316| KM0323 ET 14 JEK                           APPROX. 3.0 KM 1313127.3 |
 KM0316|---------------------------------------------------------------------|
 KM0316
 KM0316                          SUPERSEDED SURVEY CONTROL
 KM0316
 KM0316  NAD 83(1992)-  39 45 41.05298(N)    109 01 55.63262(W) AD(       ) 3
 KM0316  NAD 83(1986)-  39 45 41.04540(N)    109 01 55.63111(W) AD(       ) 3
 KM0316  NAD 27      -  39 45 41.15813(N)    109 01 53.24575(W) AD(       ) 3
 KM0316  NGVD 29 (07/19/86) 2134.5    (m)         7003.     (f) VERT ANG       
 KM0316
 KM0316.Superseded values are not recommended for survey control.
 KM0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0316.See file dsdata.txt to determine how the superseded data were derived.
 KM0316
 KM0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK6856703128(NAD 83)
 KM0316_MARKER: W = UNMONUMENTED
 KM0316_SETTING: 0 = UNSPECIFIED SETTING
 KM0316
 KM0316  HISTORY     - Date     Condition        Report By
 KM0316  HISTORY     - 1966     MONUMENTED       USGS
 KM0316
 KM0316                          STATION DESCRIPTION
 KM0316
 KM0316'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0316'TEMPORARY POINT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0666 ***********************************************************************
 KK0666  DESIGNATION -  3 A
 KK0666  PID         -  KK0666
 KK0666  STATE/COUNTY-  CO/DENVER
 KK0666  USGS QUAD   -  ARVADA (1994)
 KK0666
 KK0666                         *CURRENT SURVEY CONTROL
 KK0666  ___________________________________________________________________
 KK0666* NAD 83(1986)-  39 45 31.     (N)    105 01 06.     (W)     SCALED    
 KK0666* NAVD 88     -      1612.668  (meters)    5290.89   (feet)  POSTED    
 KK0666  ___________________________________________________________________
 KK0666  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 KK0666  DYNAMIC HT  -        1611.120 (meters)    5285.82  (feet)  COMP
 KK0666  MODELED GRAV-     979,610.0   (mgal)                       NAVD 88
 KK0666
 KK0666  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0666
 KK0666.The horizontal coordinates were scaled from a topographic map and have
 KK0666.an estimated accuracy of +/- 6 seconds.
 KK0666
 KK0666.The orthometric height was determined by differential leveling
 KK0666.and adjusted by the National Geodetic Survey in 1992..
 KK0666.No vertical observational check was made to the station.
 KK0666.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0666.was located on a no-check spur therefore a value was not computed.
 KK0666
 KK0666.The geoid height was determined by GEOID03.
 KK0666
 KK0666.The dynamic height is computed by dividing the NAVD 88
 KK0666.geopotential number by the normal gravity value computed on the
 KK0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0666.degrees latitude (g = 980.6199 gals.).
 KK0666
 KK0666.The modeled gravity was interpolated from observed gravity values.
 KK0666
 KK0666;                    North         East    Units  Estimated Accuracy
 KK0666;SPC CO C     -   518,640.      955,680.      MT  (+/- 180 meters Scaled)
 KK0666
 KK0666                          SUPERSEDED SURVEY CONTROL
 KK0666
 KK0666  NGVD 29 (??/??/92) 1611.741  (m)         5287.85   (f) ADJ UNCH    1 2
 KK0666
 KK0666.Superseded values are not recommended for survey control.
 KK0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0666.See file dsdata.txt to determine how the superseded data were derived.
 KK0666
 KK0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE984009(NAD 83)
 KK0666_MARKER: R = RIVET
 KK0666_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0666_SP_SET: CURB
 KK0666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0666
 KK0666  HISTORY     - Date     Condition        Report By
 KK0666  HISTORY     - UNK      MONUMENTED       CGS
 KK0666  HISTORY     - 1939     GOOD             NGS
 KK0666
 KK0666                          STATION DESCRIPTION
 KK0666
 KK0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0666'AT DENVER.
 KK0666'AT DENVER, DENVER COUNTY, ON THE NORTH SIDE OF TWENTY-NINTH AVENUE,
 KK0666'EAST OF FIFTH COURT, AT THE MAIN ENTRANCE TO ASHLAND SCHOOL, 30 FEET
 KK0666'WEST OF THE STEPS LEADING UP FROM THE SIDEWALK, IN THE TOP OF THE
 KK0666'CURB, AND 18 INCHES WEST OF THE WEST ONE OF TWO PLACES WHERE THE
 KK0666'SIDEWALK EXTENDS TO THE CURB.  A METAL RIVET.
 KK0666'NOTE-- PREVIOUSLY DESIGNATED AS BM 3 A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4297 ***********************************************************************
 AE4297  DESIGNATION -  3 AJK 6198
 AE4297  PID         -  AE4297
 AE4297  STATE/COUNTY-  CO/EL PASO
 AE4297  USGS QUAD   -  HAEGLER RANCH (1975)
 AE4297
 AE4297                         *CURRENT SURVEY CONTROL
 AE4297  ___________________________________________________________________
 AE4297* NAD 83(1992)-  38 53 46.22585(N)    104 23 12.87945(W)     ADJUSTED  
 AE4297* NAVD 88     -      1890.1    (meters)    6201.     (feet)  GPS OBS   
 AE4297  ___________________________________________________________________
 AE4297  X           -  -1,235,393.258 (meters)                     COMP
 AE4297  Y           -  -4,816,106.378 (meters)                     COMP
 AE4297  Z           -   3,984,528.064 (meters)                     COMP
 AE4297  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 AE4297  ELLIP HEIGHT-        1871.53  (meters)          (12/03/02) GPS OBS
 AE4297  GEOID HEIGHT-         -18.62  (meters)                     GEOID03
 AE4297
 AE4297  HORZ ORDER  -  FIRST
 AE4297  ELLP ORDER  -  FOURTH    CLASS II
 AE4297
 AE4297.The horizontal coordinates were established by GPS observations
 AE4297.and adjusted by the National Geodetic Survey in October 1997..
 AE4297
 AE4297.The orthometric height was determined by GPS observations and a
 AE4297.high-resolution geoid model.
 AE4297
 AE4297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4297
 AE4297.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4297
 AE4297.The ellipsoidal height was determined by GPS observations
 AE4297.and is referenced to NAD 83.
 AE4297
 AE4297.The geoid height was determined by GEOID03.
 AE4297
 AE4297;                    North         East     Units Scale Factor Converg.
 AE4297;SPC CO C     -   423,374.820 1,010,957.499   MT  0.99994227   +0 42 07.2
 AE4297;SPC CO C     - 1,389,022.22  3,316,783.06   sFT  0.99994227   +0 42 07.2
 AE4297;UTM  13      - 4,305,433.599   553,166.172   MT  0.99963481   +0 23 05.9
 AE4297
 AE4297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4297!SPC CO C     -   0.99970645  x   0.99994227  =   0.99964873
 AE4297!UTM  13      -   0.99970645  x   0.99963481  =   0.99934136
 AE4297
 AE4297                          SUPERSEDED SURVEY CONTROL
 AE4297
 AE4297  ELLIP H (10/31/97) 1871.54   (m)                       GP(       ) 4 1
 AE4297
 AE4297.Superseded values are not recommended for survey control.
 AE4297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4297.See file dsdata.txt to determine how the superseded data were derived.
 AE4297
 AE4297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED5316605434(NAD 83)
 AE4297_MARKER: DB = BENCH MARK DISK
 AE4297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4297_STAMPING: 3 AJK 6198 1953
 AE4297_MARK LOGO: USGS  
 AE4297_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE4297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4297+STABILITY: SURFACE MOTION
 AE4297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4297+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4297
 AE4297  HISTORY     - Date     Condition        Report By
 AE4297  HISTORY     - 1996     MONUMENTED       NGS
 AE4297
 AE4297                          STATION DESCRIPTION
 AE4297
 AE4297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE4297'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) EAST-SOUTHEAST OF FALCON,
 AE4297'10.5 MI (16.9 KM) SOUTHEAST OF PEYTON AND 4 MI (6.4 KM) NORTH OF
 AE4297'ELLICOTT, IN THE SOUTHWEST 1/4 OF SECTION 19, T 13 S, R 62 W.
 AE4297'OWNERSHIP--  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AE4297'HIGHWAY 94 AND THE ELLICOTT HIGHWAY IN THE TOWN OF ELLICOTT, GO NORTH
 AE4297'ON THE ELLICOTT HIGHWAY FOR 4.0 MI (6.4 KM) TO THE STATION ON THE
 AE4297'RIGHT, NORTHEAST CORNER OF THE INTERSECTION WITH JONES ROAD  THE MARK
 AE4297'IS A STANDARD USGS DISK SET IN THE TOP OF 15 CM SQUARE CONCRETE POST,
 AE4297'PROJECTING 15 CM ABOVE THE GROUND.  IT IS 17.4 M (57.1 FT) NORTH FROM
 AE4297'THE CENTER OF JONES ROAD, 10.7 M (35.1 FT) NORTHWEST FROM A GUY WIRE
 AE4297'POWER POLE, 10.2 M (33.5 FT) EAST FROM THE CENTER LINE OF ELLICOTT
 AE4297'HIGHWAY, 6.6 M (21.7 FT) NORTH-NORTHWEST FROM THE TOP CENTER OF A
 AE4297'TELEPHONE RISER BOX, 0.5 M (1.6 FT) EAST FROM THE RIGHT-OF-WAY FENCE,
 AE4297'0.15 M (0.49 FT) SOUTH FROM A WITNESS POST AND ABOUT 60 CM ABOVE THE
 AE4297'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0627 ***********************************************************************
 LL0627  DESIGNATION -  3 AV
 LL0627  PID         -  LL0627
 LL0627  STATE/COUNTY-  CO/BOULDER
 LL0627  USGS QUAD   -  HYGIENE (1979)
 LL0627
 LL0627                         *CURRENT SURVEY CONTROL
 LL0627  ___________________________________________________________________
 LL0627* NAD 83(1986)-  40 12 12.     (N)    105 10 44.     (W)     SCALED    
 LL0627* NAVD 88     -      1577.282  (meters)    5174.80   (feet)  POSTED    
 LL0627  ___________________________________________________________________
 LL0627  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 LL0627  DYNAMIC HT  -        1575.830 (meters)    5170.04  (feet)  COMP
 LL0627  MODELED GRAV-     979,652.7   (mgal)                       NAVD 88
 LL0627
 LL0627  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0627
 LL0627.The horizontal coordinates were scaled from a topographic map and have
 LL0627.an estimated accuracy of +/- 6 seconds.
 LL0627
 LL0627.The orthometric height was determined by differential leveling
 LL0627.and adjusted by the National Geodetic Survey in 1992..
 LL0627.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0627.rate of 0.0 thru 1.0 mm/km.
 LL0627
 LL0627.The geoid height was determined by GEOID03.
 LL0627
 LL0627.The dynamic height is computed by dividing the NAVD 88
 LL0627.geopotential number by the normal gravity value computed on the
 LL0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0627.degrees latitude (g = 980.6199 gals.).
 LL0627
 LL0627.The modeled gravity was interpolated from observed gravity values.
 LL0627
 LL0627;                    North         East    Units  Estimated Accuracy
 LL0627;SPC CO N     -   401,450.      941,740.      MT  (+/- 180 meters Scaled)
 LL0627
 LL0627                          SUPERSEDED SURVEY CONTROL
 LL0627
 LL0627  NGVD 29 (??/??/92) 1576.269  (m)         5171.48   (f) ADJ UNCH    2 0
 LL0627
 LL0627.Superseded values are not recommended for survey control.
 LL0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0627.See file dsdata.txt to determine how the superseded data were derived.
 LL0627
 LL0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE847503(NAD 83)
 LL0627_MARKER: DD = SURVEY DISK
 LL0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0627_STAMPING: 5173 3 A V 1949
 LL0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0627+STABILITY: SURFACE MOTION
 LL0627
 LL0627  HISTORY     - Date     Condition        Report By
 LL0627  HISTORY     - 1949     MONUMENTED       USGS
 LL0627  HISTORY     - 1951     GOOD             NGS
 LL0627  HISTORY     - 1983     MARK NOT FOUND   NGS
 LL0627  HISTORY     - 19980916 MARK NOT FOUND   USPSQD
 LL0627  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL0627
 LL0627                          STATION DESCRIPTION
 LL0627
 LL0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LL0627'1 MI N FROM HYGIENE.
 LL0627'1.0 MILE NORTH ALONG STATE HIGHWAY 379 FROM THE POST OFFICE AT
 LL0627'HYGIENE, AT A JUNCTION WITH STATE HIGHWAY 66, 139 FEET NORTHWEST
 LL0627'OF THE NORTHWEST POINT OF A TRIANGLE FORMED BY THE HIGHWAY JUNCTION,
 LL0627'295 FEET NORTHWEST OF THE TRIANGLE SERVICE STATION, 27 FEET NORTH
 LL0627'OF THE CENTER LINE OF STATE HIGHWAY 66, 4.5 FEET WEST OF A POWER
 LL0627'POLE, 1.4 FEET SOUTH OF A FENCE, 2 FEET EAST OF A WITNESS POST,
 LL0627'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 LL0627
 LL0627                          STATION RECOVERY (1983)
 LL0627
 LL0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0627'MARK NOT FOUND.
 LL0627
 LL0627                          STATION RECOVERY (1998)
 LL0627
 LL0627'RECOVERY NOTE BY US POWER SQUADRON 1998
 LL0627'MARK NOT FOUND.
 LL0627
 LL0627                          STATION RECOVERY (2001)
 LL0627
 LL0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0627'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0628 ***********************************************************************
 LL0628  DESIGNATION -  3 AV RESET
 LL0628  PID         -  LL0628
 LL0628  STATE/COUNTY-  CO/BOULDER
 LL0628  USGS QUAD   -  HYGIENE (1979)
 LL0628
 LL0628                         *CURRENT SURVEY CONTROL
 LL0628  ___________________________________________________________________
 LL0628* NAD 83(1986)-  40 12 12.     (N)    105 10 45.     (W)     SCALED    
 LL0628* NAVD 88     -      1576.943  (meters)    5173.69   (feet)  ADJUSTED  
 LL0628  ___________________________________________________________________
 LL0628  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 LL0628  DYNAMIC HT  -        1575.495 (meters)    5168.94  (feet)  COMP
 LL0628  MODELED GRAV-     979,652.7   (mgal)                       NAVD 88
 LL0628
 LL0628  VERT ORDER  -  FIRST     CLASS II
 LL0628
 LL0628.The horizontal coordinates were scaled from a topographic map and have
 LL0628.an estimated accuracy of +/- 6 seconds.
 LL0628
 LL0628.The orthometric height was determined by differential leveling
 LL0628.and adjusted by the National Geodetic Survey in June 1991..
 LL0628
 LL0628.The geoid height was determined by GEOID03.
 LL0628
 LL0628.The dynamic height is computed by dividing the NAVD 88
 LL0628.geopotential number by the normal gravity value computed on the
 LL0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0628.degrees latitude (g = 980.6199 gals.).
 LL0628
 LL0628.The modeled gravity was interpolated from observed gravity values.
 LL0628
 LL0628;                    North         East    Units  Estimated Accuracy
 LL0628;SPC CO N     -   401,450.      941,720.      MT  (+/- 180 meters Scaled)
 LL0628
 LL0628                          SUPERSEDED SURVEY CONTROL
 LL0628
 LL0628  NGVD 29 (??/??/??) 1576.021  (m)         5170.66   (f) ADJUSTED    1 2
 LL0628
 LL0628.Superseded values are not recommended for survey control.
 LL0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0628.See file dsdata.txt to determine how the superseded data were derived.
 LL0628
 LL0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE847503(NAD 83)
 LL0628_MARKER: DD = SURVEY DISK
 LL0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0628_STAMPING: 3 AV RESET 1959
 LL0628_MARK LOGO: USGS  
 LL0628_PROJECTION: FLUSH
 LL0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0628+STABILITY: SURFACE MOTION
 LL0628
 LL0628  HISTORY     - Date     Condition        Report By
 LL0628  HISTORY     - 1959     MONUMENTED       CODH
 LL0628  HISTORY     - 1959     GOOD             NGS
 LL0628  HISTORY     - 1984     GOOD             NGS
 LL0628  HISTORY     - 19980916 MARK NOT FOUND   USPSQD
 LL0628  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL0628
 LL0628                          STATION DESCRIPTION
 LL0628
 LL0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LL0628'1 MI N FROM HYGIENE.
 LL0628'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 379 FROM THE POST OFFICE
 LL0628'AT HYGIENE, AT A JUNCTION WITH STATE HIGHWAY 66, 139 FEET NORTHWEST
 LL0628'OF THE NORTHWEST POINT OF A TRIANGLE FORMED BY THE HIGHWAY JUNCTION,
 LL0628'295 FEET NORTHWEST OF THE TRIANGLE SERVICE STATION, 27 FEET NORTH
 LL0628'OF THE CENTERLINE OF STATE HIGHWAY 66, 4.5 FEET WEST OF A POWER
 LL0628'POLE, 1.4 FEET SOUTH OF A FENCE, 2 FEET EAST OF A WITNESS POST, AND
 LL0628'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 LL0628'THIS RESET MARK IS 82 FEET NORTH OF THE OLD LOCATION.
 LL0628
 LL0628                          STATION RECOVERY (1984)
 LL0628
 LL0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0628'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  6.6 KM (4.1
 LL0628'MI) WESTERLY ALONG STATE HIGHWAY 66 FROM ITS JUNCTION WITH U.S.
 LL0628'HIGHWAY 287 IN LONGMONT, 101.4 METERS (332.7 FT) WEST OF THE
 LL0628'CENTERLINE OF COUNTY ROAD 31, 77.1 METERS (253.0 FT) EAST OF THE
 LL0628'CENTER OF A DRIVEWAY LEADING NORTH, 18.8 METERS (61.7 FT) NORTH OF THE
 LL0628'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, AND 0.3 METER (1.0
 LL0628'FT) SOUTH OF A FENCE.
 LL0628'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 LL0628'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 LL0628
 LL0628                          STATION RECOVERY (1998)
 LL0628
 LL0628'RECOVERY NOTE BY US POWER SQUADRON 1998
 LL0628'MARK NOT FOUND.
 LL0628
 LL0628                          STATION RECOVERY (2001)
 LL0628
 LL0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0628'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0751 ***********************************************************************
 KL0751  DESIGNATION -  3 BLS
 KL0751  PID         -  KL0751
 KL0751  STATE/COUNTY-  CO/GARFIELD
 KL0751  USGS QUAD   -  THIRTEENMILE CREEK (1987)
 KL0751
 KL0751                         *CURRENT SURVEY CONTROL
 KL0751  ___________________________________________________________________
 KL0751* NAD 83(1992)-  39 45 38.00444(N)    107 52 33.18794(W)     ADJUSTED  
 KL0751* NAVD 88     -      2548.69   (+/-2cm)    8361.8    (feet)  VERTCON   
 KL0751  ___________________________________________________________________
 KL0751  LAPLACE CORR-          11.76  (seconds)                    DEFLEC99
 KL0751  GEOID HEIGHT-         -15.16  (meters)                     GEOID03
 KL0751
 KL0751  HORZ ORDER  -  THIRD
 KL0751  VERT ORDER  -  THIRD ? (See Below)
 KL0751
 KL0751.The horizontal coordinates were established by classical geodetic methods
 KL0751.and adjusted by the National Geodetic Survey in January 1993..
 KL0751
 KL0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0751.The vertical order pertains to the NGVD 29 superseded value.
 KL0751
 KL0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0751
 KL0751.The geoid height was determined by GEOID03.
 KL0751
 KL0751;                    North         East     Units Scale Factor Converg.
 KL0751;SPC CO C     -   521,406.236   710,831.710   MT  1.00000211   -1 29 54.4
 KL0751;SPC CO C     - 1,710,646.96  2,332,120.37   sFT  1.00000211   -1 29 54.4
 KL0751;SPC CO N     -   354,962.383   710,834.672   MT  0.99999321   -1 32 06.5
 KL0751;SPC CO N     - 1,164,572.42  2,332,130.09   sFT  0.99999321   -1 32 06.5
 KL0751;UTM  13      - 4,405,138.161   253,640.966   MT  1.00034727   -1 50 25.0
 KL0751
 KL0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0751!SPC CO C     -   0.99960269  x   1.00000211  =   0.99960480
 KL0751!SPC CO N     -   0.99960269  x   0.99999321  =   0.99959590
 KL0751!UTM  13      -   0.99960269  x   1.00034727  =   0.99994982
 KL0751
 KL0751:                Primary Azimuth Mark                     Grid Az
 KL0751:SPC CO C     -  RIO BLANCO                               218 58 06.5
 KL0751:SPC CO N     -  RIO BLANCO                               219 00 18.6
 KL0751:UTM  13      -  RIO BLANCO                               219 18 37.1
 KL0751
 KL0751|---------------------------------------------------------------------|
 KL0751| PID    Reference Object                     Distance      Geod. Az  |
 KL0751|                                                           dddmmss.s |
 KL0751| KL0743 RIO BLANCO                          APPROX. 5.7 KM 2172812.1 |
 KL0751|---------------------------------------------------------------------|
 KL0751
 KL0751                          SUPERSEDED SURVEY CONTROL
 KL0751
 KL0751  NAD 83(1986)-  39 45 37.99857(N)    107 52 33.18084(W) AD(       ) 3
 KL0751  NAD 27      -  39 45 38.08690(N)    107 52 30.92553(W) AD(       ) 3
 KL0751  NGVD 29 (07/19/86) 2547.25   (m)         8357.1    (f) LEVELING    3  
 KL0751
 KL0751.Superseded values are not recommended for survey control.
 KL0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0751.See file dsdata.txt to determine how the superseded data were derived.
 KL0751
 KL0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBE5364105138(NAD 83)
 KL0751_MARKER: DB = BENCH MARK DISK
 KL0751_SETTING: 80 = SET IN A BOULDER
 KL0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0751+STABILITY: SURFACE MOTION
 KL0751
 KL0751  HISTORY     - Date     Condition        Report By
 KL0751  HISTORY     - 1950     MONUMENTED       USGS
 KL0751
 KL0751                          STATION DESCRIPTION
 KL0751
 KL0751'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KL0751'STATION LOCATED ABOUT 1.75 MI. N. AND 4.25 MI. E. OF RIO BLANCO,
 KL0751'COLORADO.
 KL0751'
 KL0751'TO REACH FROM THE P.O. IN RIO BLANCO, COLORADO, PROCEED S. ON STATE
 KL0751'HIGHWAY 13 0.5 MI. TO T-RD. E.  THEN E. 2.9 MI. TO T-RD., THEN S. 0.2
 KL0751'MI. TO T-RD. E., GOING UP RIDGE OFF OF MAIN RD.  THEN 2.1 MI. E. TO
 KL0751'STATION.  STATION LIES AT TOP OF SMALL HILL ABOUT 30 FT. N. OF RD.,
 KL0751'WHICH CIRCLES AROUND THE SIDE OF THE HILL.
 KL0751'
 KL0751'STATION MARK--STANDARD TABLET, SET IN TOP OF LARGE ROCK, PROJECTING
 KL0751'ABOUT 2 IN. ABOVE SURFACE, STAMPED ---3 BLS 1950---.
 KL0751'
 KL0751'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0605 ***********************************************************************
 KK0605  DESIGNATION -  3 BOULDER
 KK0605  PID         -  KK0605
 KK0605  STATE/COUNTY-  CO/BOULDER
 KK0605  USGS QUAD   -  ELDORADO SPRINGS (1994)
 KK0605
 KK0605                         *CURRENT SURVEY CONTROL
 KK0605  ___________________________________________________________________
 KK0605* NAD 83(1986)-  39 55 44.     (N)    105 20 37.     (W)     SCALED    
 KK0605* NAVD 88     -      2273.36   (+/-2cm)    7458.5    (feet)  VERTCON   
 KK0605  ___________________________________________________________________
 KK0605  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 KK0605
 KK0605  VERT ORDER  -  ? (See Below)
 KK0605
 KK0605.The horizontal coordinates were scaled from a topographic map and have
 KK0605.an estimated accuracy of +/- 6 seconds.
 KK0605
 KK0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK0605.The vertical order pertains to the NGVD 29 superseded value.
 KK0605
 KK0605.The geoid height was determined by GEOID03.
 KK0605
 KK0605;                    North         East    Units  Estimated Accuracy
 KK0605;SPC CO N     -   370,940.      927,770.      MT  (+/- 180 meters Scaled)
 KK0605
 KK0605                          SUPERSEDED SURVEY CONTROL
 KK0605
 KK0605  NGVD 29 (??/??/92) 2272.089  (m)         7454.35   (f) ADJ UNCH    ?  
 KK0605
 KK0605.Superseded values are not recommended for survey control.
 KK0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0605.See file dsdata.txt to determine how the superseded data were derived.
 KK0605
 KK0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE706199(NAD 83)
 KK0605_MARKER: Z = SEE DESCRIPTION
 KK0605_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0605_SP_SET: IRON ROD
 KK0605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0605
 KK0605  HISTORY     - Date     Condition        Report By
 KK0605  HISTORY     - 1934     MONUMENTED       DRGWRR
 KK0605  HISTORY     - 1934     GOOD             NGS
 KK0605  HISTORY     - 1940     MARK NOT FOUND   NGS
 KK0605
 KK0605                          STATION DESCRIPTION
 KK0605
 KK0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KK0605'5.4 MI SE FROM PINE CLIFF.
 KK0605'5.4 MILES SOUTHEAST ALONG THE DENVER AND SALT LAKE RAILWAY FROM
 KK0605'THE STATION AT PINE CLIFF, BOULDER COUNTY, 54 FEET NORTH OF THE
 KK0605'NORTH CORNER OF THE SHED STRUCTURE SERVING AS THE STATION AT
 KK0605'CRESCENT, 160 FEET NORTHWEST OF THE SOUTHEAST SWITCH TO A SIDING,
 KK0605'30 FEET NORTH OF THE CENTER OF THE CROSSING OF THE ROAD LEADING
 KK0605'TO THE BELL RANCH AND THE MAIN TRACK, 3 FEET WEST OF TELEPHONE BOOTH
 KK0605'9, AND 19 FEET NORTHEAST OF THE CENTERLINE OF THE MAIN TRACK.  THE
 KK0605'TOP OF AN IRON ROD DRIVEN INTO THE GROUND, AND PAINTED YELLOW.
 KK0605
 KK0605                          STATION RECOVERY (1940)
 KK0605
 KK0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 KK0605'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0448 ***********************************************************************
 HJ0448  DESIGNATION -  3 CFD
 HJ0448  PID         -  HJ0448
 HJ0448  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0448  USGS QUAD   -  BOX RANCH (1972)
 HJ0448
 HJ0448                         *CURRENT SURVEY CONTROL
 HJ0448  ___________________________________________________________________
 HJ0448* NAD 83(1986)-  37 13 03.     (N)    103 50 56.     (W)     SCALED    
 HJ0448* NAVD 88     -      1734.512  (meters)    5690.64   (feet)  ADJUSTED  
 HJ0448  ___________________________________________________________________
 HJ0448  GEOID HEIGHT-         -19.87  (meters)                     GEOID03
 HJ0448  DYNAMIC HT  -        1732.511 (meters)    5684.08  (feet)  COMP
 HJ0448  MODELED GRAV-     979,415.0   (mgal)                       NAVD 88
 HJ0448
 HJ0448  VERT ORDER  -  THIRD
 HJ0448
 HJ0448.The horizontal coordinates were scaled from a topographic map and have
 HJ0448.an estimated accuracy of +/- 6 seconds.
 HJ0448
 HJ0448.The orthometric height was determined by differential leveling
 HJ0448.and adjusted by the National Geodetic Survey in August 1995..
 HJ0448
 HJ0448.The geoid height was determined by GEOID03.
 HJ0448
 HJ0448.The dynamic height is computed by dividing the NAVD 88
 HJ0448.geopotential number by the normal gravity value computed on the
 HJ0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0448.degrees latitude (g = 980.6199 gals.).
 HJ0448
 HJ0448.The modeled gravity was interpolated from observed gravity values.
 HJ0448
 HJ0448;                    North         East    Units  Estimated Accuracy
 HJ0448;SPC CO S     -   367,230.    1,060,940.      MT  (+/- 180 meters Scaled)
 HJ0448
 HJ0448                          SUPERSEDED SURVEY CONTROL
 HJ0448
 HJ0448.No superseded survey control is available for this station.
 HJ0448
 HJ0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB021196(NAD 83)
 HJ0448_MARKER: DB = BENCH MARK DISK
 HJ0448_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HJ0448+WITH SETTING: INFORMATION.
 HJ0448_SP_SET: METAL ROD DRIVEN INTO GROUND
 HJ0448_STAMPING: 3 CFD 1970
 HJ0448_MARK LOGO: USGS  
 HJ0448_MAGNETIC: I = MARKER IS A STEEL ROD
 HJ0448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HJ0448
 HJ0448  HISTORY     - Date     Condition        Report By
 HJ0448  HISTORY     - 1970     MONUMENTED       USGS
 HJ0448
 HJ0448                          STATION DESCRIPTION
 HJ0448
 HJ0448'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HJ0448'FROM THE JUNCTION OF COLORADO STATE HIGHWAY 389 AND U.S. HIGHWAY
 HJ0448'160, PROCEED 1.8 MILE (2.9 KM) EAST ALONG U.S. HIGHWAY 160 TO A
 HJ0448'CROSSROAD INTERSECTION, THENCE PROCEED 3.6 MILES (5.8 KM) NORTHWEST
 HJ0448'ALONG A COUNTY ROAD KNOWN AS PIPELINE ROAD, 24 FEET (7.3 M) NORTHEAST
 HJ0448'OF THE ROAD, 18 FEET (5.5 M) SOUTHEAST OF A TELEPHONE POLE, AND SET
 HJ0448'ON A COPPER-COATED ROD DRIVEN 5 FEET (1.5 M) INTO THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0432 ***********************************************************************
 KK0432  DESIGNATION -  3 E
 KK0432  PID         -  KK0432
 KK0432  STATE/COUNTY-  CO/DENVER
 KK0432  USGS QUAD   -  ENGLEWOOD (1997)
 KK0432
 KK0432                         *CURRENT SURVEY CONTROL
 KK0432  ___________________________________________________________________
 KK0432* NAD 83(1986)-  39 43 38.     (N)    104 56 26.     (W)     SCALED    
 KK0432* NAVD 88     -      1629.759  (meters)    5346.97   (feet)  POSTED    
 KK0432  ___________________________________________________________________
 KK0432  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 KK0432  DYNAMIC HT  -        1628.190 (meters)    5341.82  (feet)  COMP
 KK0432  MODELED GRAV-     979,607.1   (mgal)                       NAVD 88
 KK0432
 KK0432  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0432
 KK0432.The horizontal coordinates were scaled from a topographic map and have
 KK0432.an estimated accuracy of +/- 6 seconds.
 KK0432
 KK0432.The orthometric height was determined by differential leveling
 KK0432.and adjusted by the National Geodetic Survey in 1992..
 KK0432.No vertical observational check was made to the station.
 KK0432.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0432.was located on a no-check spur therefore a value was not computed.
 KK0432
 KK0432.The geoid height was determined by GEOID03.
 KK0432
 KK0432.The dynamic height is computed by dividing the NAVD 88
 KK0432.geopotential number by the normal gravity value computed on the
 KK0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0432.degrees latitude (g = 980.6199 gals.).
 KK0432
 KK0432.The modeled gravity was interpolated from observed gravity values.
 KK0432
 KK0432;                    North         East    Units  Estimated Accuracy
 KK0432;SPC CO C     -   515,190.      962,360.      MT  (+/- 180 meters Scaled)
 KK0432
 KK0432                          SUPERSEDED SURVEY CONTROL
 KK0432
 KK0432  NGVD 29 (??/??/92) 1628.838  (m)         5343.95   (f) ADJ UNCH    1 2
 KK0432
 KK0432.Superseded values are not recommended for survey control.
 KK0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0432.See file dsdata.txt to determine how the superseded data were derived.
 KK0432
 KK0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED050974(NAD 83)
 KK0432_MARKER: R = RIVET
 KK0432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0432_SP_SET: CURB
 KK0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0432
 KK0432  HISTORY     - Date     Condition        Report By
 KK0432  HISTORY     - UNK      MONUMENTED       CGS
 KK0432  HISTORY     - 1939     GOOD             NGS
 KK0432
 KK0432                          STATION DESCRIPTION
 KK0432
 KK0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0432'AT DENVER.
 KK0432'AT DENVER, DENVER COUNTY, AT THE INTERSECTION OF SOUTH COLORADO
 KK0432'BOULEVARD AND SEVENTH AVENUE, AT THE NORTH END OF A PARKWAY ON
 KK0432'THE BOULEVARD, AND IN THE TOP OF A STORM-SEWER CURB.  A METAL
 KK0432'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1418 ***********************************************************************
 KK1418  DESIGNATION -  3 FEW
 KK1418  PID         -  KK1418
 KK1418  STATE/COUNTY-  CO/BOULDER
 KK1418  USGS QUAD   -  LAFAYETTE (1994)
 KK1418
 KK1418                         *CURRENT SURVEY CONTROL
 KK1418  ___________________________________________________________________
 KK1418* NAD 83(1992)-  39 56 34.96427(N)    105 03 12.13050(W)     ADJUSTED  
 KK1418* NAVD 88     -      1637.347  (meters)    5371.86   (feet)  ADJUSTED  
 KK1418  ___________________________________________________________________
 KK1418  LAPLACE CORR-         -10.10  (seconds)                    DEFLEC99
 KK1418  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 KK1418  DYNAMIC HT  -        1635.789 (meters)    5366.75  (feet)  COMP
 KK1418  MODELED GRAV-     979,617.5   (mgal)                       NAVD 88
 KK1418
 KK1418  HORZ ORDER  -  SECOND
 KK1418  VERT ORDER  -  FIRST     CLASS II
 KK1418
 KK1418.The horizontal coordinates were established by classical geodetic methods
 KK1418.and adjusted by the National Geodetic Survey in January 1993..
 KK1418.No horizontal observational check was made to the station.
 KK1418
 KK1418.The orthometric height was determined by differential leveling
 KK1418.and adjusted by the National Geodetic Survey in June 1991..
 KK1418
 KK1418.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1418
 KK1418.The geoid height was determined by GEOID03.
 KK1418
 KK1418.The dynamic height is computed by dividing the NAVD 88
 KK1418.geopotential number by the normal gravity value computed on the
 KK1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1418.degrees latitude (g = 980.6199 gals.).
 KK1418
 KK1418.The modeled gravity was interpolated from observed gravity values.
 KK1418
 KK1418;                    North         East     Units Scale Factor Converg.
 KK1418;SPC CO N     -   372,592.919   952,571.729   MT  0.99997118   +0 17 18.9
 KK1418;SPC CO N     - 1,222,415.27  3,125,229.08   sFT  0.99997118   +0 17 18.9
 KK1418;SPC CO C     -   539,100.464   952,574.513   MT  1.00004390   +0 16 54.1
 KK1418;SPC CO C     - 1,768,698.77  3,125,238.21   sFT  1.00004390   +0 16 54.1
 KK1418;UTM  13      - 4,421,437.235   495,440.606   MT  0.99960026   -0 02 03.4
 KK1418
 KK1418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1418!SPC CO N     -   0.99974588  x   0.99997118  =   0.99971706
 KK1418!SPC CO C     -   0.99974588  x   1.00004390  =   0.99978976
 KK1418!UTM  13      -   0.99974588  x   0.99960026  =   0.99934624
 KK1418
 KK1418                          SUPERSEDED SURVEY CONTROL
 KK1418
 KK1418  NAD 83(1986)-  39 56 34.95748(N)    105 03 12.12553(W) AD(       ) 2
 KK1418  NGVD 29 (??/??/??) 1636.419  (m)         5368.82   (f) ADJUSTED    1 2
 KK1418
 KK1418.Superseded values are not recommended for survey control.
 KK1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1418.See file dsdata.txt to determine how the superseded data were derived.
 KK1418
 KK1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE9544121437(NAD 83)
 KK1418_MARKER: DB = BENCH MARK DISK
 KK1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1418_SP_SET: CONCRETE POST
 KK1418_STAMPING: FEW 3 1980
 KK1418_MARK LOGO: USGS  
 KK1418_PROJECTION: FLUSH
 KK1418_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1418+STABILITY: SURFACE MOTION
 KK1418_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK1418+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2003
 KK1418
 KK1418  HISTORY     - Date     Condition        Report By
 KK1418  HISTORY     - 1980     MONUMENTED       USGS
 KK1418  HISTORY     - 1984     GOOD             NGS
 KK1418  HISTORY     - 1985     GOOD             NGS
 KK1418  HISTORY     - 20031018 GOOD             USPSQD
 KK1418
 KK1418                          STATION DESCRIPTION
 KK1418
 KK1418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1418'IN BROOMFIELD.
 KK1418'IN BROOMFIELD, AT THE INTERSECTION OF SHERIDAN BOULEVARD AND WEST
 KK1418'136TH AVENUE, 23.8 METERS (78.1 FT) WEST OF THE CENTERLINE OF THE
 KK1418'BOULEVARD, 11.9 METERS (39.0 FT) SOUTH OF THE CENTERLINE OF THE
 KK1418'AVENUE, AND 5.5 METERS (18.0 FT) NORTH OF THE NORTHWEST CORNER OF A
 KK1418'HOUSE AT 13851 SHERIDAN BOULEVARD.
 KK1418'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 KK1418
 KK1418                          STATION RECOVERY (1985)
 KK1418
 KK1418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 KK1418'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) EAST-SOUTHEAST OF
 KK1418'SUPERIOR, 8.0 KM (5.0 MI SOUTHEAST OF LEFAYETTE AND 4.0 KM (2.5 MI)
 KK1418'NORTH EAST OF BROOMFIELD.
 KK1418'OWNERSHIP--CITY OF BROOMFIELD ROAD RIGHT-OF-WAY.
 KK1418'
 KK1418'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE HIGHWAY 52
 KK1418'AND U.S. HIGHWAY 287 IN THE TOWN OF LEFEYETTE, GO SOUTH ON U.S.
 KK1418'HIGHWAY 287 FOR 4.6 KM (2.85 MI) TO THE INTERSECTION OF DILLON ROAD.
 KK1418'TURN LEFT, EAST, FOR 2.4 KM (1.5 MI) TO THE INTERSECTION OF SOUTH
 KK1418'124TH STREET.  TURN RIGHT, SOUTH, FOR 1.6 KM (1.0 MI) ON SOUTH 124TH
 KK1418'STREET TO A T-INTERSECTION.  TURN LEFT, EAST, ON WEST 136TH AVENUE
 KK1418'FOR 0.8 KM (0.5 MI) TO THE AZIMUTH MARK ON THE RIGHT.
 KK1418'
 KK1418'AZIMUTH MARK NO. 1 IS A STANDARD USGS DISK STAMPED---FEW 3 1981---
 KK1418'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12-IN) IN
 KK1418'DIAMETER FLUSH WITH THE GROUND.  LOCATED 26.2 M (86 FT) WEST FROM
 KK1418'THE CENTERLINE OF SHERIDAN BOULEVARD, 17.1 M (56 FT) EAST-SOUTHEAST
 KK1418'FROM A POWER POLE NUMBER---UNION REA 73---, 15.2 M (50 FT) SOUTH
 KK1418'FROM THE CENTERLINE OF WEST 136TH AVENUE AND 0.6 M (2 FT) NORTH FROM
 KK1418'A BOARD FENCE.
 KK1418
 KK1418                          STATION RECOVERY (2003)
 KK1418
 KK1418'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 KK1418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0389 ***********************************************************************
 KM0389  DESIGNATION -  3 FMK
 KM0389  PID         -  KM0389
 KM0389  STATE/COUNTY-  CO/MESA
 KM0389  USGS QUAD   -  BADGER WASH (1968)
 KM0389
 KM0389                         *CURRENT SURVEY CONTROL
 KM0389  ___________________________________________________________________
 KM0389* NAD 83(1986)-  39 15 05.     (N)    108 56 38.     (W)     SCALED    
 KM0389* NAVD 88     -      1407.097  (meters)    4616.45   (feet)  POSTED    
 KM0389  ___________________________________________________________________
 KM0389  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 KM0389  DYNAMIC HT  -        1405.770 (meters)    4612.10  (feet)  COMP
 KM0389  MODELED GRAV-     979,632.1   (mgal)                       NAVD 88
 KM0389
 KM0389  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KM0389
 KM0389.The horizontal coordinates were scaled from a topographic map and have
 KM0389.an estimated accuracy of +/- 6 seconds.
 KM0389
 KM0389.The orthometric height was determined by differential leveling
 KM0389.and adjusted by the National Geodetic Survey in 1992..
 KM0389.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KM0389.rate of 0.0 thru 1.0 mm/km.
 KM0389
 KM0389.The geoid height was determined by GEOID03.
 KM0389
 KM0389.The dynamic height is computed by dividing the NAVD 88
 KM0389.geopotential number by the normal gravity value computed on the
 KM0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0389.degrees latitude (g = 980.6199 gals.).
 KM0389
 KM0389.The modeled gravity was interpolated from observed gravity values.
 KM0389
 KM0389;                    North         East    Units  Estimated Accuracy
 KM0389;SPC CO C     -   467,850.      617,220.      MT  (+/- 180 meters Scaled)
 KM0389
 KM0389                          SUPERSEDED SURVEY CONTROL
 KM0389
 KM0389  NGVD 29 (??/??/92) 1406.028  (m)         4612.94   (f) ADJ UNCH    2 0
 KM0389
 KM0389.Superseded values are not recommended for survey control.
 KM0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0389.See file dsdata.txt to determine how the superseded data were derived.
 KM0389
 KM0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ774466(NAD 83)
 KM0389_MARKER: DB = BENCH MARK DISK
 KM0389_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KM0389_SP_SET: COPPER-CLAD STEEL ROD
 KM0389_STAMPING: 3 FMK 1969 4613
 KM0389_MARK LOGO: USGS  
 KM0389_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0389+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005
 KM0389
 KM0389  HISTORY     - Date     Condition        Report By
 KM0389  HISTORY     - 1969     MONUMENTED       USGS
 KM0389  HISTORY     - 20050322 GOOD             GEOCAC
 KM0389
 KM0389                          STATION DESCRIPTION
 KM0389
 KM0389'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0389'FROM MACK, COLORADO, PROCEED 5.1 MILES NORTHWEST ALONG U. S.
 KM0389'HIGHWAYS 6 AND 50, 80 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 36
 KM0389'FEET WEST OF A TRACK ROAD, WITNESS POST SET NEAR BENCH MARK, SET ON A
 KM0389'5 FOOT COPPER-COATED STEEL ROD ENCASED IN A 6-INCH CONCRETE PIPE
 KM0389'WHICH IS FLUSH WITH THE GROUND.
 KM0389
 KM0389                          STATION RECOVERY (2005)
 KM0389
 KM0389'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0756 ***********************************************************************
 LK0756  DESIGNATION -  3 GDD
 LK0756  PID         -  LK0756
 LK0756  STATE/COUNTY-  CO/LINCOLN
 LK0756  USGS QUAD   -  AKRON SW (1973)
 LK0756
 LK0756                         *CURRENT SURVEY CONTROL
 LK0756  ___________________________________________________________________
 LK0756* NAD 83(1986)-  40 04 30.     (N)    103 12 31.     (W)     SCALED    
 LK0756* NAVD 88     -      1402.322  (meters)    4600.78   (feet)  ADJUSTED  
 LK0756  ___________________________________________________________________
 LK0756  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 LK0756  DYNAMIC HT  -        1401.145 (meters)    4596.92  (feet)  COMP
 LK0756  MODELED GRAV-     979,737.8   (mgal)                       NAVD 88
 LK0756
 LK0756  VERT ORDER  -  THIRD
 LK0756
 LK0756.The horizontal coordinates were scaled from a topographic map and have
 LK0756.an estimated accuracy of +/- 6 seconds.
 LK0756
 LK0756.The orthometric height was determined by differential leveling
 LK0756.and adjusted by the National Geodetic Survey in June 1991..
 LK0756
 LK0756.The geoid height was determined by GEOID03.
 LK0756
 LK0756.The dynamic height is computed by dividing the NAVD 88
 LK0756.geopotential number by the normal gravity value computed on the
 LK0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0756.degrees latitude (g = 980.6199 gals.).
 LK0756
 LK0756.The modeled gravity was interpolated from observed gravity values.
 LK0756
 LK0756;                    North         East    Units  Estimated Accuracy
 LK0756;SPC CO C     -   556,120.    1,109,850.      MT  (+/- 180 meters Scaled)
 LK0756
 LK0756                          SUPERSEDED SURVEY CONTROL
 LK0756
 LK0756.No superseded survey control is available for this station.
 LK0756
 LK0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE527376(NAD 83)
 LK0756_MARKER: DB = BENCH MARK DISK
 LK0756_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LK0756_SP_SET: COPPER-CLAD STEEL ROD
 LK0756_STAMPING: GDD 3 1972
 LK0756_MARK LOGO: USGS  
 LK0756_PROJECTION: FLUSH
 LK0756_MAGNETIC: I = MARKER IS A STEEL ROD
 LK0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0756+SATELLITE: SATELLITE OBSERVATIONS - 1972
 LK0756_ROD/PIPE-DEPTH: 6.10 meters
 LK0756
 LK0756  HISTORY     - Date     Condition        Report By
 LK0756  HISTORY     - 1972     MONUMENTED       USGS
 LK0756
 LK0756                          STATION DESCRIPTION
 LK0756
 LK0756'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 LK0756'AT AKRON, COLORADO, FROM THE INTERSECTION OF STATE HIGHWAY 63 AND U.S.
 LK0756'HIGHWAY 34, PROCEED 5.65 MILES SOUTH ALONG STATE HIGHWAY 63 TO A
 LK0756'T-ROAD EAST, 0.04 MILE SOUTH OF A ROAD LEADING WEST TO A FARMHOUSE,
 LK0756'54 FEET EAST AND 44 FEET NORTH OF THE T-ROAD EAST INTERSECTION, 1 FOOT
 LK0756'SOUTH AND 4 FEET EAST OF A FENCE CORNER, 4 FEET SOUTHEAST OF A POWER
 LK0756'POLE WITH A WITNESS SIGN ATTACHED, 0.5 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4287 ***********************************************************************
 AE4287  DESIGNATION -  3 HA 6527
 AE4287  PID         -  AE4287
 AE4287  STATE/COUNTY-  CO/EL PASO
 AE4287  USGS QUAD   -  HAEGLER RANCH (1975)
 AE4287
 AE4287                         *CURRENT SURVEY CONTROL
 AE4287  ___________________________________________________________________
 AE4287* NAD 83(1992)-  38 56 22.77647(N)    104 28 43.59719(W)     ADJUSTED  
 AE4287* NAVD 88     -      1990.4    (meters)    6530.     (feet)  GPS OBS   
 AE4287  ___________________________________________________________________
 AE4287  X           -  -1,242,374.758 (meters)                     COMP
 AE4287  Y           -  -4,811,257.976 (meters)                     COMP
 AE4287  Z           -   3,988,348.544 (meters)                     COMP
 AE4287  LAPLACE CORR-          -7.01  (seconds)                    DEFLEC99
 AE4287  ELLIP HEIGHT-        1972.23  (meters)          (12/03/02) GPS OBS
 AE4287  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 AE4287
 AE4287  HORZ ORDER  -  FIRST
 AE4287  ELLP ORDER  -  FOURTH    CLASS II
 AE4287
 AE4287.The horizontal coordinates were established by GPS observations
 AE4287.and adjusted by the National Geodetic Survey in October 1997..
 AE4287
 AE4287.The orthometric height was determined by GPS observations and a
 AE4287.high-resolution geoid model.
 AE4287
 AE4287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4287
 AE4287.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4287
 AE4287.The ellipsoidal height was determined by GPS observations
 AE4287.and is referenced to NAD 83.
 AE4287
 AE4287.The geoid height was determined by GEOID03.
 AE4287
 AE4287;                    North         East     Units Scale Factor Converg.
 AE4287;SPC CO C     -   428,108.203 1,002,934.604   MT  0.99993986   +0 38 38.7
 AE4287;SPC CO C     - 1,404,551.66  3,290,461.28   sFT  0.99993986   +0 38 38.7
 AE4287;UTM  13      - 4,310,209.776   545,172.055   MT  0.99962513   +0 19 39.3
 AE4287
 AE4287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4287!SPC CO C     -   0.99969066  x   0.99993986  =   0.99963054
 AE4287!UTM  13      -   0.99969066  x   0.99962513  =   0.99931590
 AE4287
 AE4287                          SUPERSEDED SURVEY CONTROL
 AE4287
 AE4287  ELLIP H (10/31/97) 1972.25   (m)                       GP(       ) 4 1
 AE4287
 AE4287.Superseded values are not recommended for survey control.
 AE4287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4287.See file dsdata.txt to determine how the superseded data were derived.
 AE4287
 AE4287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED4517210210(NAD 83)
 AE4287_MARKER: DB = BENCH MARK DISK
 AE4287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4287_STAMPING: 3 HA 6527 1947
 AE4287_MARK LOGO: USGS  
 AE4287_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE4287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4287+STABILITY: SURFACE MOTION
 AE4287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4287+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4287
 AE4287  HISTORY     - Date     Condition        Report By
 AE4287  HISTORY     - 1996     MONUMENTED       NGS
 AE4287
 AE4287                          STATION DESCRIPTION
 AE4287
 AE4287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE4287'THE STATION IS LOCATED ABOUT 8 MI (12.9 KM) NORTHWEST OF ELLICOTT, 6
 AE4287'MI (9.7 KM) EAST OF PEYTON AND 6 MI (9.7 KM) SOUTH OF PEYTON, IN THE
 AE4287'NORTHWEST 1/4 OF SECTION 8, T 13 S, R 63 W.  OWNERSHIP--COUNTY ROAD
 AE4287'RIGHT-OF-WAY  TO REACH THE STATION FROM THE INTERSECTION OF THE PEYTON
 AE4287'HIGHWAY AND THE FALCON HIGHWAY, GO NORTH OF THE PEYTON HIGHWAY FOR 1.0
 AE4287'MI (1.6 KM) TO THE STATION ON THE RIGHT  THE MARK IS A STANDARD DISK
 AE4287'SET IN THE TOP OF A 15 CM SQUARE CONCRETE POST, PROJECTING 2 CM ABOVE
 AE4287'THE GROUND.  IT IS 13.3 M (43.6 FT) SOUTH FROM A POWER POLE, 9.3 M
 AE4287'(30.5 FT) EAST FROM THE CENTER OF THE PEYTON HIGHWAY, 5.3 M (17.4 FT)
 AE4287'SOUTH FROM A FENCE INTERSECTION, 0.3 M (1.0 FT) SOUTH FROM A WITNESS
 AE4287'POST, 0.1 M (0.3 FT) WEST FROM A RIGHT-OF-WAY FENCE AND ABOUT 40 CM
 AE4287'BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0574 ***********************************************************************
 KL0574  DESIGNATION -  3 JHD
 KL0574  PID         -  KL0574
 KL0574  STATE/COUNTY-  CO/RIO BLANCO
 KL0574  USGS QUAD   -  VEATCH GULCH (1987)
 KL0574
 KL0574                         *CURRENT SURVEY CONTROL
 KL0574  ___________________________________________________________________
 KL0574* NAD 83(1986)-  39 57 51.     (N)    107 48 01.     (W)     SCALED    
 KL0574* NAVD 88     -      2002.558  (meters)    6570.06   (feet)  ADJUSTED  
 KL0574  ___________________________________________________________________
 KL0574  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 KL0574  DYNAMIC HT  -        2000.474 (meters)    6563.22  (feet)  COMP
 KL0574  MODELED GRAV-     979,514.8   (mgal)                       NAVD 88
 KL0574
 KL0574  VERT ORDER  -  SECOND    CLASS 0
 KL0574
 KL0574.The horizontal coordinates were scaled from a topographic map and have
 KL0574.an estimated accuracy of +/- 6 seconds.
 KL0574
 KL0574.The orthometric height was determined by differential leveling
 KL0574.and adjusted by the National Geodetic Survey in June 1991..
 KL0574
 KL0574.The geoid height was determined by GEOID03.
 KL0574
 KL0574.The dynamic height is computed by dividing the NAVD 88
 KL0574.geopotential number by the normal gravity value computed on the
 KL0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0574.degrees latitude (g = 980.6199 gals.).
 KL0574
 KL0574.The modeled gravity was interpolated from observed gravity values.
 KL0574
 KL0574;                    North         East    Units  Estimated Accuracy
 KL0574;SPC CO N     -   377,390.      717,900.      MT  (+/- 180 meters Scaled)
 KL0574
 KL0574                          SUPERSEDED SURVEY CONTROL
 KL0574
 KL0574  NGVD 29 (??/??/92) 2001.219  (m)         6565.67   (f) ADJ UNCH    2 0
 KL0574
 KL0574.Superseded values are not recommended for survey control.
 KL0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0574.See file dsdata.txt to determine how the superseded data were derived.
 KL0574
 KL0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBE608275(NAD 83)
 KL0574_MARKER: DD = SURVEY DISK
 KL0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0574_STAMPING: JHD 3 6565 1963
 KL0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0574+STABILITY: SURFACE MOTION
 KL0574
 KL0574  HISTORY     - Date     Condition        Report By
 KL0574  HISTORY     - 1963     MONUMENTED       USGS
 KL0574  HISTORY     - 1966     GOOD             NGS
 KL0574
 KL0574                          STATION DESCRIPTION
 KL0574
 KL0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KL0574'10.0 MI SE FROM MEEKER.
 KL0574'1.7 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE FIRE STATION AT
 KL0574'MEEKER, THENCE 8.3 MILES SOUTHEAST ALONG STATE HIGHWAY 132, AT THE
 KL0574'JUNCTION OF A GRAVEL ROAD SOUTH, 92 FEET SOUTHWEST OF THE CENTER OF
 KL0574'THE HIGHWAY AND THE CENTER OF THE JUNCTION, 27 FEET WEST OF THE CENTER
 KL0574'LINE OF THE GRAVEL ROAD, 2.5 FEET NORTHEAST OF THE NORTHEAST ONE OF
 KL0574'TWO POWER POLES WITH A TRANSFORMER, 2.5 FEET NORTHEAST OF A WITNESS
 KL0574'POST, ABOUT LEVEL WITH THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 KL0574'PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0299 ***********************************************************************
 KL0299  DESIGNATION -  3 PITKIN
 KL0299  PID         -  KL0299
 KL0299  STATE/COUNTY-  CO/PITKIN
 KL0299  USGS QUAD   -  ASPEN (1987)
 KL0299
 KL0299                         *CURRENT SURVEY CONTROL
 KL0299  ___________________________________________________________________
 KL0299* NAD 83(1986)-  39 09 23.     (N)    106 47 07.     (W)     SCALED    
 KL0299* NAVD 88     -      2454.864  (meters)    8054.00   (feet)  ADJUSTED  
 KL0299  ___________________________________________________________________
 KL0299  GEOID HEIGHT-         -13.42  (meters)                     GEOID03
 KL0299  DYNAMIC HT  -        2451.723 (meters)    8043.69  (feet)  COMP
 KL0299  MODELED GRAV-     979,261.2   (mgal)                       NAVD 88
 KL0299
 KL0299  VERT ORDER  -  SECOND    CLASS 0
 KL0299
 KL0299.The horizontal coordinates were scaled from a topographic map and have
 KL0299.an estimated accuracy of +/- 6 seconds.
 KL0299
 KL0299.The orthometric height was determined by differential leveling
 KL0299.and adjusted by the National Geodetic Survey in June 1991..
 KL0299
 KL0299.The geoid height was determined by GEOID03.
 KL0299
 KL0299.The dynamic height is computed by dividing the NAVD 88
 KL0299.geopotential number by the normal gravity value computed on the
 KL0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0299.degrees latitude (g = 980.6199 gals.).
 KL0299
 KL0299.The modeled gravity was interpolated from observed gravity values.
 KL0299
 KL0299;                    North         East    Units  Estimated Accuracy
 KL0299;SPC CO C     -   452,460.      803,320.      MT  (+/- 180 meters Scaled)
 KL0299
 KL0299                          SUPERSEDED SURVEY CONTROL
 KL0299
 KL0299  NGVD 29 (??/??/92) 2453.146  (m)         8048.36   (f) ADJ UNCH    2 0
 KL0299
 KL0299.Superseded values are not recommended for survey control.
 KL0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0299.See file dsdata.txt to determine how the superseded data were derived.
 KL0299
 KL0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD457356(NAD 83)
 KL0299_MARKER: X = CHISELED CROSS
 KL0299_SETTING: 80 = SET IN A BOULDER
 KL0299_SP_SET: BOULDER
 KL0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0299+STABILITY: SURFACE MOTION
 KL0299
 KL0299  HISTORY     - Date     Condition        Report By
 KL0299  HISTORY     - UNK      MONUMENTED       USGS
 KL0299  HISTORY     - 1934     GOOD             NGS
 KL0299
 KL0299                          STATION DESCRIPTION
 KL0299
 KL0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KL0299'3.2 MI E FROM ASPEN.
 KL0299'3.2 MILES EAST ALONG STATE HIGHWAY 82 FROM THE COURTHOUSE AT ASPEN,
 KL0299'PITKIN COUNTY, 25 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, ON
 KL0299'THE TOP OF A LARGE GRANITE BOULDER, AND 6 FEET HIGHER THAN THE
 KL0299'HIGHWAY.  A CHISELED CROSS, PAINTED WITH WHITE LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4812 ***********************************************************************
 AB4812  DESIGNATION -  3 WF
 AB4812  PID         -  AB4812
 AB4812  STATE/COUNTY-  CO/LOGAN
 AB4812  USGS QUAD   -  STERLING SOUTH (1951)
 AB4812
 AB4812                         *CURRENT SURVEY CONTROL
 AB4812  ___________________________________________________________________
 AB4812* NAD 83(1992)-  40 33 53.23569(N)    103 08 53.22075(W)     ADJUSTED  
 AB4812* NAVD 88     -      1282.2    (meters)    4207.     (feet)  GPS OBS   
 AB4812  ___________________________________________________________________
 AB4812  X           -  -1,103,934.860 (meters)                     COMP
 AB4812  Y           -  -4,725,895.461 (meters)                     COMP
 AB4812  Z           -   4,126,648.763 (meters)                     COMP
 AB4812  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 AB4812  ELLIP HEIGHT-        1262.32  (meters)          (12/03/02) GPS OBS
 AB4812  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 AB4812
 AB4812  HORZ ORDER  -  FIRST
 AB4812  ELLP ORDER  -  FOURTH    CLASS II
 AB4812
 AB4812.The horizontal coordinates were established by GPS observations
 AB4812.and adjusted by the National Geodetic Survey in July 1996..
 AB4812
 AB4812.The orthometric height was determined by GPS observations and a
 AB4812.high-resolution geoid model.
 AB4812
 AB4812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4812
 AB4812.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4812
 AB4812.The ellipsoidal height was determined by GPS observations
 AB4812.and is referenced to NAD 83.
 AB4812
 AB4812.The geoid height was determined by GEOID03.
 AB4812
 AB4812;                    North         East     Units Scale Factor Converg.
 AB4812;SPC CO N     -   444,173.135 1,113,544.824   MT  0.99997183   +1 31 10.7
 AB4812;SPC CO N     - 1,457,258.03  3,653,354.98   sFT  0.99997183   +1 31 10.7
 AB4812;UTM  13      - 4,492,094.076   656,770.409   MT  0.99990252   +1 12 16.3
 AB4812
 AB4812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4812!SPC CO N     -   0.99980202  x   0.99997183  =   0.99977386
 AB4812!UTM  13      -   0.99980202  x   0.99990252  =   0.99970456
 AB4812
 AB4812                          SUPERSEDED SURVEY CONTROL
 AB4812
 AB4812  ELLIP H (10/08/96) 1262.35   (m)                       GP(       ) 1 1
 AB4812  ELLIP H (07/08/96) 1262.60   (m)                       GP(       ) 1 1
 AB4812
 AB4812.Superseded values are not recommended for survey control.
 AB4812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4812.See file dsdata.txt to determine how the superseded data were derived.
 AB4812
 AB4812_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE5677092094(NAD 83)
 AB4812_MARKER: DB = BENCH MARK DISK
 AB4812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4812_STAMPING: 3 WF 1948 4205 USGS
 AB4812_MARK LOGO: USGS  
 AB4812_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4812+STABILITY: SURFACE MOTION
 AB4812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4812+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4812
 AB4812  HISTORY     - Date     Condition        Report By
 AB4812  HISTORY     - 1948     MONUMENTED       USGS
 AB4812  HISTORY     - 1995     GOOD             CODOT
 AB4812  HISTORY     - 20001214 POOR             LOCENG
 AB4812
 AB4812                          STATION DESCRIPTION
 AB4812
 AB4812'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1995
 AB4812'STATION IS LOCATED ABOUT 6 MILES (9.7 KM) SOUTHEAST OF STERLING, ON
 AB4812'COUNTY ROAD RIGHT OF WAY, IN THE NORTHEAST 1/4 OF SEC.  23, T.  7 N.,
 AB4812'R.  52 W.  TO REACH FROM THE INTERSECTION OF US 6 AND SH 61, GO SOUTH
 AB4812'AND SOUTHEAST ON SH 61 FOR 1.7 MILES (2.7 KM) TO JUNCTION WITH COUNTY
 AB4812'ROAD 47, GO SOUTH ON COUNTY ROAD 47 FOR 3.35 MILES, (5.39 KM) TO THE
 AB4812'STATION ON THE RIGHT (WEST).  STATION MARK IS A BRASS DISK IN A
 AB4812'SQUARE CONCRETE POST PROJECTING 2 CM ABOVE THE ROAD, 0.6 M SOUTH OF A
 AB4812'FIBERGLASS WITNESS POST, 0.15 M EAST OF A BARBED WIRE FENCE, 10.3 M
 AB4812'NORTH OF THE CENTER OF A GATE TO A ROAD LEADING WEST AND 7.8 M WEST
 AB4812'OF THE CENTER OF A DIRT ROAD (COUNTY ROAD 47).
 AB4812
 AB4812                          STATION RECOVERY (2000)
 AB4812
 AB4812'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (COH)
 AB4812'MONUMENT FOUND OUT OF GROUND AND ON SIDE AT LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1498 ***********************************************************************
 KK1498  DESIGNATION -  30
 KK1498  PID         -  KK1498
 KK1498  STATE/COUNTY-  CO/DENVER
 KK1498  USGS QUAD   -  ENGLEWOOD (1997)
 KK1498
 KK1498                         *CURRENT SURVEY CONTROL
 KK1498  ___________________________________________________________________
 KK1498* NAD 83(1986)-  39 39 11.     (N)    104 54 03.     (W)     SCALED    
 KK1498* NAVD 88     -      1675.854  (meters)    5498.20   (feet)  ADJUSTED  
 KK1498  ___________________________________________________________________
 KK1498  GEOID HEIGHT-         -17.28  (meters)                     GEOID03
 KK1498  DYNAMIC HT  -        1674.212 (meters)    5492.81  (feet)  COMP
 KK1498  MODELED GRAV-     979,587.9   (mgal)                       NAVD 88
 KK1498
 KK1498  VERT ORDER  -  FIRST     CLASS II
 KK1498
 KK1498.The horizontal coordinates were scaled from a topographic map and have
 KK1498.an estimated accuracy of +/- 6 seconds.
 KK1498
 KK1498.The orthometric height was determined by differential leveling
 KK1498.and adjusted by the National Geodetic Survey in June 1991..
 KK1498
 KK1498.The geoid height was determined by GEOID03.
 KK1498
 KK1498.The dynamic height is computed by dividing the NAVD 88
 KK1498.geopotential number by the normal gravity value computed on the
 KK1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1498.degrees latitude (g = 980.6199 gals.).
 KK1498
 KK1498.The modeled gravity was interpolated from observed gravity values.
 KK1498
 KK1498;                    North         East    Units  Estimated Accuracy
 KK1498;SPC CO C     -   506,980.      965,820.      MT  (+/- 180 meters Scaled)
 KK1498
 KK1498                          SUPERSEDED SURVEY CONTROL
 KK1498
 KK1498  NGVD 29 (??/??/??) 1674.928  (m)         5495.16   (f) ADJUSTED    1 2
 KK1498
 KK1498.Superseded values are not recommended for survey control.
 KK1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1498.See file dsdata.txt to determine how the superseded data were derived.
 KK1498
 KK1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED085892(NAD 83)
 KK1498_MARKER: DB = BENCH MARK DISK
 KK1498_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KK1498_SP_SET: CULVERT HEADWALL
 KK1498_STAMPING: 30 CDH
 KK1498_MARK LOGO: CODH  
 KK1498_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1498+STABILITY: SURFACE MOTION
 KK1498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1498+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2006
 KK1498
 KK1498  HISTORY     - Date     Condition        Report By
 KK1498  HISTORY     - UNK      MONUMENTED       CODH
 KK1498  HISTORY     - 1984     GOOD             NGS
 KK1498  HISTORY     - 19970728 GOOD             CODOT
 KK1498  HISTORY     - 20060806 GOOD             USPSQD
 KK1498
 KK1498                          STATION DESCRIPTION
 KK1498
 KK1498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1498'IN DENVER.
 KK1498'IN DENVER, IN THE EAST END OF THE NORTH CONCRETE HEADWALL OF AN 8- BY
 KK1498'33-FOOT 3 CHANNEL CONCRETE CULVERT AT GOLDSMITH GULCH, AT THE
 KK1498'INTERSECTION OF HAMPDEN AVENUE AND ROSLYN STREET, 74.4 METERS
 KK1498'(244.1 FT) EAST OF THE CENTER OF THE STREET, 16.5 METERS (54.1 FT)
 KK1498'WEST OF THE CENTER OF THE WEST ENTRANCE TO THE TAMARAC SQUARE SHOPPING
 KK1498'CENTER, AND 9.3 METERS (30.5 FT) SOUTH OF THE CENTERLINE OF THE
 KK1498'AVENUE.
 KK1498'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 KK1498
 KK1498                          STATION RECOVERY (1997)
 KK1498
 KK1498'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (TA)
 KK1498'THE MARK WAS RECOVERED IN GOOD CONDITION.  A CORRECTION IS MADE TO THE
 KK1498'DESCRIPTION.  IT IS 19.0 M (62.3 FT) NORTH FROM THE CENTERLINE OF THE
 KK1498'AVENUE.
 KK1498
 KK1498                          STATION RECOVERY (2006)
 KK1498
 KK1498'RECOVERY NOTE BY US POWER SQUADRON 2006 (PDF)
 KK1498'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0455 ***********************************************************************
 LK0455  DESIGNATION -  30 DS
 LK0455  PID         -  LK0455
 LK0455  STATE/COUNTY-  CO/LOGAN
 LK0455  USGS QUAD   -  JULESBURG RESERVOIR (1953)
 LK0455
 LK0455                         *CURRENT SURVEY CONTROL
 LK0455  ___________________________________________________________________
 LK0455* NAD 83(1986)-  40 53 35.     (N)    102 40 16.     (W)     SCALED    
 LK0455* NAVD 88     -      1112.507  (meters)    3649.95   (feet)  ADJUSTED  
 LK0455  ___________________________________________________________________
 LK0455  GEOID HEIGHT-         -20.01  (meters)                     GEOID03
 LK0455  DYNAMIC HT  -        1111.756 (meters)    3647.49  (feet)  COMP
 LK0455  MODELED GRAV-     979,910.8   (mgal)                       NAVD 88
 LK0455
 LK0455  VERT ORDER  -  FIRST     CLASS II
 LK0455
 LK0455.The horizontal coordinates were scaled from a topographic map and have
 LK0455.an estimated accuracy of +/- 6 seconds.
 LK0455
 LK0455.The orthometric height was determined by differential leveling
 LK0455.and adjusted by the National Geodetic Survey in June 1991..
 LK0455
 LK0455.The geoid height was determined by GEOID03.
 LK0455
 LK0455.The dynamic height is computed by dividing the NAVD 88
 LK0455.geopotential number by the normal gravity value computed on the
 LK0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0455.degrees latitude (g = 980.6199 gals.).
 LK0455
 LK0455.The modeled gravity was interpolated from observed gravity values.
 LK0455
 LK0455;                    North         East    Units  Estimated Accuracy
 LK0455;SPC CO N     -   481,790.    1,152,760.      MT  (+/- 180 meters Scaled)
 LK0455
 LK0455                          SUPERSEDED SURVEY CONTROL
 LK0455
 LK0455  NGVD 29 (02/14/92) 1112.015  (m)         3648.34   (f) ADJUSTED    1 2
 LK0455
 LK0455.Superseded values are not recommended for survey control.
 LK0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0455.See file dsdata.txt to determine how the superseded data were derived.
 LK0455
 LK0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF961294(NAD 83)
 LK0455_MARKER: DD = SURVEY DISK
 LK0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0455_SP_SET: CONCRETE POST
 LK0455_STAMPING: DS 30 3648 1949
 LK0455_MARK LOGO: USGS  
 LK0455_PROJECTION: PROJECTING 15 CENTIMETERS
 LK0455_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LK0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0455+STABILITY: SURFACE MOTION
 LK0455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0455+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1995
 LK0455
 LK0455  HISTORY     - Date     Condition        Report By
 LK0455  HISTORY     - 1949     MONUMENTED       USGS
 LK0455  HISTORY     - 1986     GOOD             NGS
 LK0455  HISTORY     - 19950209 GOOD             MSAM
 LK0455
 LK0455                          STATION DESCRIPTION
 LK0455
 LK0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LK0455'11.8 KM (7.35 MI) NE FROM CROOK.
 LK0455'11.8 KM (7.3 MI) NORTHEAST ALONG US HIGHWAY 138 FROM THE POST OFFICE
 LK0455'AT CROOK, AT ROAD 95 LEADING NORTH, 15.9 METERS (52 FT) SOUTHEAST OF
 LK0455'THE HIGHWAY CENTERLINE, 14.1 METERS (46.3 FT) NORTHWEST OF THE
 LK0455'NORTHWEST RAIL OF THE UNION PACIFIC RAILROAD, 1.0 METER (3.4 FT) EAST
 LK0455'OF A POWER LINE POLE, 1.2 METERS (4 FT) EAST-NORTHEAST OF A CONCRETE
 LK0455'RIGHT OF WAY POST, 2.8 METERS (9.1 FT) EAST OF A TELEPHONE JUNCTION
 LK0455'BOX AND 10.1 METERS (33 FT) NORTHEAST OF THE CENTER OF ROAD 95.
 LK0455'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LK0455'THE MARK IS 0.61 M BELOW THE HIGHWAY.
 LK0455
 LK0455                          STATION RECOVERY (1995)
 LK0455
 LK0455'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0455'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1785 ***********************************************************************
 KK1785  DESIGNATION -  30 RESET
 KK1785  PID         -  KK1785
 KK1785  STATE/COUNTY-  CO/JEFFERSON
 KK1785  USGS QUAD   -  GOLDEN (1994)
 KK1785
 KK1785                         *CURRENT SURVEY CONTROL
 KK1785  ___________________________________________________________________
 KK1785* NAD 83(1992)-  39 48 41.28772(N)    105 13 07.45409(W)     ADJUSTED  
 KK1785* NAVD 88     -      1841.9    (meters)    6043.     (feet)  VERTCON   
 KK1785  ___________________________________________________________________
 KK1785  LAPLACE CORR-         -20.22  (seconds)                    DEFLEC99
 KK1785  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 KK1785
 KK1785  HORZ ORDER  -  SECOND
 KK1785
 KK1785.The horizontal coordinates were established by classical geodetic methods
 KK1785.and adjusted by the National Geodetic Survey in January 1993..
 KK1785
 KK1785.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1785
 KK1785.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1785
 KK1785.The geoid height was determined by GEOID03.
 KK1785
 KK1785;                    North         East     Units Scale Factor Converg.
 KK1785;SPC CO C     -   524,434.231   938,486.132   MT  1.00001274   +0 10 38.6
 KK1785;SPC CO C     - 1,720,581.31  3,079,016.58   sFT  1.00001274   +0 10 38.6
 KK1785;UTM  13      - 4,406,855.324   481,277.398   MT  0.99960432   -0 08 24.2
 KK1785
 KK1785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1785!SPC CO C     -   0.99971358  x   1.00001274  =   0.99972632
 KK1785!UTM  13      -   0.99971358  x   0.99960432  =   0.99931802
 KK1785
 KK1785|---------------------------------------------------------------------|
 KK1785| PID    Reference Object                     Distance      Geod. Az  |
 KK1785|                                                           dddmmss.s |
 KK1785| CP7075 30 RM 2                              13.788 METERS 00053     |
 KK1785| CP7074 30 RM 1                              20.226 METERS 09210     |
 KK1785| CP6209 30 AZ MK                                           3454041.0 |
 KK1785|---------------------------------------------------------------------|
 KK1785
 KK1785                          SUPERSEDED SURVEY CONTROL
 KK1785
 KK1785  NAD 83(1986)-  39 48 41.28400(N)    105 13 07.45154(W) AD(       ) 2
 KK1785  NAD 27      -  39 48 41.33150(N)    105 13 05.49316(W) AD(       ) 2
 KK1785  NGVD 29 (07/19/86) 1840.9    (m)         6040.     (f) VERT ANG       
 KK1785
 KK1785.Superseded values are not recommended for survey control.
 KK1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1785.See file dsdata.txt to determine how the superseded data were derived.
 KK1785
 KK1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE8127706855(NAD 83)
 KK1785_MARKER: DD = SURVEY DISK
 KK1785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1785_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1785_STAMPING: JCMD 30 1977 1985
 KK1785_MARK LOGO: CO-059
 KK1785_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1785+STABILITY: SURFACE MOTION
 KK1785
 KK1785  HISTORY     - Date     Condition        Report By
 KK1785  HISTORY     - 1985     MONUMENTED       CO-059
 KK1785
 KK1785                          STATION DESCRIPTION
 KK1785
 KK1785'DESCRIBED BY JEFFERSON COUNTY COLORADO 1985
 KK1785'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN POOR CONDITION
 KK1785'AND REFERENCE MARK 1 WAS DESTROYED BUT THE DRILL HOLE WAS REUSED. THE
 KK1785'AZIMUTH MARK WAS DESTROYED BY CONSTRUCTION DURING ROAD WIDENING. A NEW
 KK1785'STATION MARK, REFERENCE MARKS 3, 4 AND A NEW NUMBER 2 AZIMUTH MARK WAS
 KK1785'SET.  A COMPLETELY NEW DESCRIPTION IS GIVEN.  ANGLES AND DISTANCES
 KK1785'CHECKED WITH THE 1977 DATA.
 KK1785' 
 KK1785'THE STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) NORTH OF THE JEFFERSON
 KK1785'COUNTY COURTHOUSE IN GOLDEN, 4.7 KM (2.90 MI) SOUTHWEST OF LEYDEN, 3.1
 KK1785'KM (1.90 MI) SOUTHEAST OF THE DAM FACE AT RALSTON RESERVOIR AND IN THE
 KK1785'NORTHWEST QUARTER OF SECTION 10, T 3 S, R 70 W.  OWNERSHIP--CITY AND
 KK1785'COUNTY OF DENVER, BOARD OF WATER COMMISSIONERS, MR. BOB MCFARLANE,
 KK1785'SURVEYOR,
 KK1785' 
 KK1785'TO REACH THE STATION FROM THE OVERPASS AT THE INTERSECTION OF COLORADO
 KK1785'HIGHWAYS 58 AND 93, AT THE NORTHEND OF GOLDEN, GO NORTH ON STATE
 KK1785'HIGHWAY 93 FOR 6.3 KM (3.90 MI) TO A ROADCUT THROUGH THE WESTSIDE OF A
 KK1785'HILL.  PARK AND GO EAST TO THE HIGHEST PART OF THE HILL ABOUT 0.2 KM
 KK1785'(0.10 MI) .  THE HIGHWAY WAS UNDER CONSTRUCTION AT THE TIME OF
 KK1785'OBSERVATION SO NO GATES WERE CROSSED TO DRIVE TO THE TOP OF THE HILL,
 KK1785'BUT THE SHOULD BE A GATE THAT WOULD ALLOW DRIVING TO THE STATION.
 KK1785' 
 KK1785'THE STATION IS A STANDARD JCMD DISK STAMPED--JCMD 30 1977 1985--, SET
 KK1785'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN
 KK1785'DIAMETER FLUSH WITH GROUND. LOCATED 9.4 METERS (30.8 FT) SOUTHEAST
 KK1785'FROM THE HIGHEST PART OF THE HILL.  0.9 METER (3.0 FT) NORTH FROM A
 KK1785'WITNESS POST.  AND AN IRREGULAR MASS OF CONCRETE 1.0 METER (3.3 FT) 3
 KK1785'FEET (0.9 M) BELOW THE SURFACE.
 KK1785' 
 KK1785'REFERENCE MARK NO 3 IS A STANDARD JCMD DISK STAMPED--30 JCMD 1977 RM 3
 KK1785'1983--, SET INTO PARTIALLY EXPOSED BOULDER OF 1.1 FEET (0.3 M) IN
 KK1785'LARGEST DIMENSION.  SET INTO A BOULDER OF RED SANDSTONE PROJECTNG 0.3
 KK1785'M (1.0 FT) ABOVE THE GROUND. LOCATED 20.1 METERS (65.9 FT) EAST FROM A
 KK1785'WITNESS POST AND 27.7 METERS (90.9 FT) EAST FROM THE HIGHEST PART OF
 KK1785'THE HILL AND 0.3 METER (1.0 FT) BELOW LEVEL WITH THE STATION.
 KK1785' 
 KK1785'REFERENCE MARK NO 4 IS A STANDARD JCMD DISK STAMPED--30 JCMD 1977 RM 4
 KK1785'1983--, SET INTO PARTIALLY EXPOSED BOULDER OF 0.5 METER (1.6 FT) FEET
 KK1785'LARGEST DIMENSION.  THE BOULDER PROJECTS 0.15 M (0.49 FT) ABOVE THE
 KK1785'GROUND. LOCATED 14.3 METERS (46.9 FT) WEST FROM A WITNESS POST AND 4.3
 KK1785'METERS (14.1 FT) WEST-SOUTHWEST FROM THE HIGHEST PART OF THE HILL AND
 KK1785'LEVEL WITH THE STATION.
 KK1785' 
 KK1785'AZIMUTH MARK NO 2 IS A STANDARD JCMD DISK STAMPED--POT STA
 KK1785'388+92.57--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT (15 CM) 6
 KK1785'INCHES IN DIAMETER PROJECTING 27 INCHES (67 CM) ABOVE THE GROUND.  A 6
 KK1785'INCH IRON PIPE FILLED WITH CONCRETE SET BY THE ARVADA WATER DEPT.
 KK1785'LOCATED 8.5 METERS (27.9 FT) NORTH FROM THE CENTER OF 0.6 METER (2.0
 KK1785'FT) SOUTH FROM THE RIGHT-OF-WAY FENCE AND 4.4 METERS (14.4 FT) WEST
 KK1785'FROM A DMWW DISK STAMPED--POT 100+59.22 COND 22 STA--.  TO REACH THE
 KK1785'AZIMUTH MARK FROM THE STATION MARK, GO WEST, DOWN THE HILL FOR 0.2 KM
 KK1785'(0.10 MI) TO STATE HIGHWAY 93.  TURN RIGHT, NORTH, FOR 1.0 KM (0.60
 KK1785'MI) TO THE SIDE ROAD RIGHT, 68TH AVENUE.  TURN RIGHT, EASTERLY, ON
 KK1785'68TH AVENUE FOR 1.3 KM (0.80 MI) TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2047 ***********************************************************************
 KK2047  DESIGNATION -  300
 KK2047  PID         -  KK2047
 KK2047  STATE/COUNTY-  CO/JEFFERSON
 KK2047  USGS QUAD   -  BLACK HAWK (1963)
 KK2047
 KK2047                         *CURRENT SURVEY CONTROL
 KK2047  ___________________________________________________________________
 KK2047* NAD 83(1992)-  39 46 42.69988(N)    105 23 52.40993(W)     ADJUSTED  
 KK2047* NAVD 88     -      2706.8    (meters)    8881.     (feet)  VERTCON   
 KK2047  ___________________________________________________________________
 KK2047  X           -  -1,303,851.479 (meters)                     COMP
 KK2047  Y           -  -4,734,283.386 (meters)                     COMP
 KK2047  Z           -   4,060,839.988 (meters)                     COMP
 KK2047  LAPLACE CORR-         -15.59  (seconds)                    DEFLEC99
 KK2047  ELLIP HEIGHT-        2692.04  (meters)          (12/03/02) GPS OBS
 KK2047  GEOID HEIGHT-         -13.97  (meters)                     GEOID03
 KK2047
 KK2047  HORZ ORDER  -  FIRST
 KK2047  ELLP ORDER  -  FOURTH    CLASS II
 KK2047
 KK2047.The horizontal coordinates were established by GPS observations
 KK2047.and adjusted by the National Geodetic Survey in December 2002..
 KK2047
 KK2047.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2047
 KK2047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK2047
 KK2047.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2047
 KK2047.The ellipsoidal height was determined by GPS observations
 KK2047.and is referenced to NAD 83.
 KK2047
 KK2047.The geoid height was determined by GEOID03.
 KK2047
 KK2047;                    North         East     Units Scale Factor Converg.
 KK2047;SPC CO C     -   520,744.361   923,149.408   MT  1.00000577   +0 03 51.8
 KK2047;SPC CO C     - 1,708,475.46  3,028,699.35   sFT  1.00000577   +0 03 51.8
 KK2047;SPC CO N     -   354,235.448   923,149.275   MT  0.99999059   +0 03 57.5
 KK2047;SPC CO N     - 1,162,187.47  3,028,698.91   sFT  0.99999059   +0 03 57.5
 KK2047;UTM  13      - 4,403,252.135   465,926.566   MT  0.99961429   -0 15 16.5
 KK2047
 KK2047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2047!SPC CO C     -   0.99957785  x   1.00000577  =   0.99958361
 KK2047!SPC CO N     -   0.99957785  x   0.99999059  =   0.99956844
 KK2047!UTM  13      -   0.99957785  x   0.99961429  =   0.99919230
 KK2047
 KK2047                          SUPERSEDED SURVEY CONTROL
 KK2047
 KK2047  NAD 83(1992)-  39 46 42.69484(N)    105 23 52.41074(W) AD(       ) 1
 KK2047  ELLIP H (01/07/93) 2692.07   (m)                       GP(       ) 4 2
 KK2047  NAD 83(1986)-  39 46 42.68731(N)    105 23 52.40422(W) AD(       ) 1
 KK2047  NGVD 29 (01/20/89) 2705.6    (m)         8877.     (f) GPS OBS        
 KK2047
 KK2047.Superseded values are not recommended for survey control.
 KK2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2047.See file dsdata.txt to determine how the superseded data were derived.
 KK2047
 KK2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE6592703252(NAD 83)
 KK2047_MARKER: DH = HORIZONTAL CONTROL DISK
 KK2047_SETTING: 66 = SET IN ROCK OUTCROP
 KK2047_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 KK2047_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK2047_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK2047+STABILITY: POSITION/ELEVATION WELL
 KK2047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK2047+SATELLITE: SATELLITE OBSERVATIONS - 1986
 KK2047
 KK2047  HISTORY     - Date     Condition        Report By
 KK2047  HISTORY     - 1986     MONUMENTED       CO-059
 KK2047
 KK2047                          STATION DESCRIPTION
 KK2047
 KK2047'DESCRIBED BY JEFFERSON COUNTY COLORADO 1986 (RMS)
 KK2047'THE STATION IS LOCATED ABOUT 18 KM (11.2 MI)
 KK2047'NORTH-NORTHWEST OF EVERGREEN,
 KK2047'15 KM (9.3 MI) WEST OF GOLDEN,
 KK2047'9 KM (5.6 MI) EAST-NORTHEAST OF IDAHO SPRINGS AND ON THE
 KK2047'JEFFERSON-GILPIN COUNTY LINE.
 KK2047'OWNERSHIP--MR. HUGH BUERGER, 5555 PINERIDGE ROAD, GOLDEN, CO 80403.
 KK2047'TELEPHONE (303) 279-1028.
 KK2047'
 KK2047'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 6 AND
 KK2047'STATE HIGHWAY 119, WEST OF GOLDEN, GO NORTHWEST FOR
 KK2047'0.6 KM (0.35 MI) ON HIGHWAY 119 TO A DIRT SIDE ROAD RIGHT.
 KK2047'TURN RIGHT AND GO NORTH FOR 6.9 KM (4.3 MI) ON THE MAIN DIRT ROAD,
 KK2047'DOUGLAS MOUNTAIN DRIVE, JEFFERSON COUNTY ROAD 60 TO A
 KK2047'T-INTERSECTION.
 KK2047'TURN LEFT AND GO WEST FOR 2.6 KM (1.6 MI) ON ROBINSON HILL ROAD,
 KK2047'JEFFERSON COUNTY ROAD 69 TO A SIDE ROAD LEFT.
 KK2047'TURN LEFT AND GO SOUTH FOR 0.1 KM (0.05 MI) ON THE ROAD TO A METAL
 KK2047'GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTH AND EAST FOR 0.6 KM
 KK2047'(0.4 MI) TO THE STATION ON THE LEFT.
 KK2047'
 KK2047'THE STATION IS A STANDARD JCMD DISK
 KK2047'STAMPED---JCMD 300 1986---,
 KK2047'SET INTO THE TOP OF A ROCK OUTCROP 5.5 METERS (18.0 FT) LARGEST
 KK2047'DIMENSION, 0.3 METER ABOVE THE GROUND.
 KK2047'16.6 METERS (54.5 FT) NORTH FROM THE CENTER OF A DIRT ROAD, 6.1
 KK2047'METERS (20.0 FT) ABOVE THE ROAD AND ON THE SOUTHSIDE OF THE HILL.
 KK2047'
 KK2047'NO OTHER MARKS WERE SET AT THIS TIME.
 KK2047'
 KK2047'DESCRIBED BY R.S. COHEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2048 ***********************************************************************
 KK2048  DESIGNATION -  301
 KK2048  PID         -  KK2048
 KK2048  STATE/COUNTY-  CO/JEFFERSON
 KK2048  USGS QUAD   -  SQUAW PASS (1974)
 KK2048
 KK2048                         *CURRENT SURVEY CONTROL
 KK2048  ___________________________________________________________________
 KK2048* NAD 83(1992)-  39 39 05.36717(N)    105 23 26.62908(W)     ADJUSTED  
 KK2048* NAVD 88     -      2462.0    (meters)    8077.     (feet)  VERTCON   
 KK2048  ___________________________________________________________________
 KK2048  X           -  -1,305,602.669 (meters)                     COMP
 KK2048  Y           -  -4,742,957.665 (meters)                     COMP
 KK2048  Z           -   4,049,829.382 (meters)                     COMP
 KK2048  LAPLACE CORR-         -17.37  (seconds)                    DEFLEC99
 KK2048  ELLIP HEIGHT-        2447.33  (meters)          (12/03/02) GPS OBS
 KK2048  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 KK2048
 KK2048  HORZ ORDER  -  FIRST
 KK2048  ELLP ORDER  -  FOURTH    CLASS II
 KK2048
 KK2048.The horizontal coordinates were established by GPS observations
 KK2048.and adjusted by the National Geodetic Survey in December 2002..
 KK2048
 KK2048.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2048
 KK2048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK2048
 KK2048.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2048
 KK2048.The ellipsoidal height was determined by GPS observations
 KK2048.and is referenced to NAD 83.
 KK2048
 KK2048.The geoid height was determined by GEOID03.
 KK2048
 KK2048;                    North         East     Units Scale Factor Converg.
 KK2048;SPC CO C     -   506,640.381   923,779.882   MT  0.99998200   +0 04 08.1
 KK2048;SPC CO C     - 1,662,202.65  3,030,767.83   sFT  0.99998200   +0 04 08.1
 KK2048;UTM  13      - 4,389,150.219   466,478.392   MT  0.99961383   -0 14 57.6
 KK2048
 KK2048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2048!SPC CO C     -   0.99961620  x   0.99998200  =   0.99959821
 KK2048!UTM  13      -   0.99961620  x   0.99961383  =   0.99923018
 KK2048
 KK2048                          SUPERSEDED SURVEY CONTROL
 KK2048
 KK2048  NAD 83(1992)-  39 39 05.36694(N)    105 23 26.64382(W) AD(       ) 1
 KK2048  ELLIP H (01/07/93) 2447.34   (m)                       GP(       ) 4 2
 KK2048  NAD 83(1986)-  39 39 05.36026(N)    105 23 26.63935(W) AD(       ) 1
 KK2048  NGVD 29 (01/20/89) 2460.8    (m)         8073.     (f) GPS OBS        
 KK2048
 KK2048.Superseded values are not recommended for survey control.
 KK2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2048.See file dsdata.txt to determine how the superseded data were derived.
 KK2048
 KK2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD6647889150(NAD 83)
 KK2048_MARKER: DH = HORIZONTAL CONTROL DISK
 KK2048_SETTING: 66 = SET IN ROCK OUTCROP
 KK2048_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 KK2048_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK2048_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK2048+STABILITY: POSITION/ELEVATION WELL
 KK2048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK2048+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2004
 KK2048
 KK2048  HISTORY     - Date     Condition        Report By
 KK2048  HISTORY     - 1986     MONUMENTED       CO-059
 KK2048  HISTORY     - 20040406 GOOD             NGS
 KK2048
 KK2048                          STATION DESCRIPTION
 KK2048
 KK2048'DESCRIBED BY JEFFERSON COUNTY COLORADO 1986 (RMS)
 KK2048'THE STATION IS LOCATED ABOUT 19 KM (11.8 MI)
 KK2048'SOUTHWEST OF GOLDEN,
 KK2048'13 KM (8.1 MI) SOUTHEAST OF IDAHO SPRINGS,
 KK2048'6 KM (3.7 MI) NORTHWEST OF EVERGREEN AND ON THE JEFFERSON-CLEAR
 KK2048'CREEK COUNTY LINE.
 KK2048'OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY.
 KK2048'
 KK2048'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 74 AND
 KK2048'STAGE COACH ROAD IN THE TOWN OF EVERGREEN, GO
 KK2048'WEST FOR 3.9 KM (2.45 MI) ON STAGE COACH ROAD TO THE MARK ON THE
 KK2048'RIGHT.
 KK2048'
 KK2048'THE STATION IS A STANDARD JCMD DISK
 KK2048'STAMPED---JCMD 301 1986---,
 KK2048'SET INTO THE TOP OF A ROCK OUTCROP 0.9 METER (3 FT) LARGEST
 KK2048'DIMENSION AND FLUSH WITH THE GROUND.
 KK2048'30.4 METERS (99.6 FT) SOUTHWEST FROM THE CENTER OF CACTUS DRIVE,
 KK2048'9.4 METERS (31 FT) NORTHWEST FROM THE CENTERLINE OF THE ROAD,
 KK2048'7.3 METERS (24 FT) SOUTHEAST FROM THE NORTHERN RIGHT-OF-WAY FENCE.
 KK2048'
 KK2048'NO OTHER MARKS WERE SET AT THIS TIME.
 KK2048'
 KK2048'DESCRIBED BY R.S. COHEN.
 KK2048
 KK2048                          STATION RECOVERY (2004)
 KK2048
 KK2048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004
 KK2048'THE DESCRIPTION FOR THE REFERENCED BM IS INCORRECT.
 KK2048'KK2048'THE STATION IS A STANDARD JCMD DISK STAMPED-JCMD 301 1986
 KK2048'SET INTO THE TOP OF A ROCK OUTCROP 0.9 METER (3FT) LARGEST
 KK2048'DIMENSION AND FLUSH WITH THE GROUND.
 KK2048'30.4 METERS (99.6 FT) SOUTHWEST FROM THE CENTER OF CACTUS DRIVE,
 KK2048' 
 KK2048'A BETTER DESCRIPTION WOULD BE
 KK2048'300' SW OF CACTUS DRIVE (VERSUS 99.6' SW OF CACTUS
 KK2048'DRIVE) PARALLEL TO STAGECOACH BLVD AND 50' NE OF THE
 KK2048'CREST OF THE ROAD, COMMONLY REFERRED TO AS STAGECOACH PASS.
 KK2048' 
 KK2048'THE 99.6' IS FROM A PRIVATE DRIVEWAY, NOT CACTUS DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2049 ***********************************************************************
 KK2049  DESIGNATION -  302
 KK2049  PID         -  KK2049
 KK2049  STATE/COUNTY-  CO/CLEAR CREEK
 KK2049  USGS QUAD   -  SQUAW PASS (1974)
 KK2049
 KK2049                         *CURRENT SURVEY CONTROL
 KK2049  ___________________________________________________________________
 KK2049* NAD 83(1992)-  39 38 02.83335(N)    105 24 09.28965(W)     ADJUSTED  
 KK2049* NAVD 88     -      2263.2    (meters)    7425.     (feet)  VERTCON   
 KK2049  ___________________________________________________________________
 KK2049  X           -  -1,306,869.918 (meters)                     COMP
 KK2049  Y           -  -4,743,726.822 (meters)                     COMP
 KK2049  Z           -   4,048,217.053 (meters)                     COMP
 KK2049  LAPLACE CORR-         -16.19  (seconds)                    DEFLEC99
 KK2049  ELLIP HEIGHT-        2248.77  (meters)          (12/03/02) GPS OBS
 KK2049  GEOID HEIGHT-         -13.68  (meters)                     GEOID03
 KK2049
 KK2049  HORZ ORDER  -  FIRST
 KK2049  ELLP ORDER  -  FOURTH    CLASS II
 KK2049
 KK2049.The horizontal coordinates were established by GPS observations
 KK2049.and adjusted by the National Geodetic Survey in December 2002..
 KK2049
 KK2049.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2049
 KK2049.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK2049
 KK2049.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2049
 KK2049.The ellipsoidal height was determined by GPS observations
 KK2049.and is referenced to NAD 83.
 KK2049
 KK2049.The geoid height was determined by GEOID03.
 KK2049
 KK2049;                    North         East     Units Scale Factor Converg.
 KK2049;SPC CO C     -   504,710.654   922,764.913   MT  0.99997913   +0 03 41.2
 KK2049;SPC CO C     - 1,655,871.54  3,027,437.89   sFT  0.99997913   +0 03 41.2
 KK2049;UTM  13      - 4,387,226.864   465,453.095   MT  0.99961469   -0 15 24.5
 KK2049
 KK2049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2049!SPC CO C     -   0.99964733  x   0.99997913  =   0.99962646
 KK2049!UTM  13      -   0.99964733  x   0.99961469  =   0.99926215
 KK2049
 KK2049                          SUPERSEDED SURVEY CONTROL
 KK2049
 KK2049  NAD 83(1992)-  39 38 02.83547(N)    105 24 09.30227(W) AD(       ) 1
 KK2049  ELLIP H (01/07/93) 2248.69   (m)                       GP(       ) 4 2
 KK2049  NAD 83(1986)-  39 38 02.82941(N)    105 24 09.29840(W) AD(       ) 1
 KK2049  NGVD 29 (01/20/89) 2262.0    (m)         7421.     (f) GPS OBS        
 KK2049
 KK2049.Superseded values are not recommended for survey control.
 KK2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2049.See file dsdata.txt to determine how the superseded data were derived.
 KK2049
 KK2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD6545387227(NAD 83)
 KK2049_MARKER: DH = HORIZONTAL CONTROL DISK
 KK2049_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KK2049_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK2049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK2049+STABILITY: SURFACE MOTION
 KK2049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK2049+SATELLITE: SATELLITE OBSERVATIONS - 1986
 KK2049
 KK2049  HISTORY     - Date     Condition        Report By
 KK2049  HISTORY     - 1986     MONUMENTED       CO-059
 KK2049
 KK2049                          STATION DESCRIPTION
 KK2049
 KK2049'DESCRIBED BY JEFFERSON COUNTY COLORADO 1986 (RMS)
 KK2049'THE STATION IS LOCATED ABOUT 20 KM (12.4 MI)
 KK2049'SOUTHWEST OF GOLDEN,
 KK2049'15 KM (9.3 MI) SOUTHEAST OF IDAHO SPRINGS,
 KK2049'6.5 KM (4.0 MI) WEST OF EVERGREEN AND ON THE NORTHSIDE OF BEAR
 KK2049'CREEK.
 KK2049'OWNERSHIP--CLEAR CREEK COUNTY ROAD RIGHT-OF-WAY.
 KK2049'
 KK2049'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 74 AND
 KK2049'UPPER BEAR CREEK ROAD, ON THE NORTH SIDE OF EVERGREEN LAKE, IN THE
 KK2049'TOWN OF EVERGREEN, GO WEST FOR 7.2 KM (4.5 MI) ON UPPER BEAR CREEK
 KK2049'ROAD TO A SIDE ROAD RIGHT, CLEAR CREEK COUNTY ROAD 475, JUST AFTER
 KK2049'PASSING THE COUNTY LINE.
 KK2049'CONTINUE STRAIGHT AHEAD AND GO WEST FOR 0.5 KM (0.3 MI) ON CLEAR
 KK2049'CREEK COUNTY ROAD 480 TO A SIDE ROAD LEFT.
 KK2049'TURN LEFT AND GO SOUTH FOR 0.1 KM (0.05 MI) ON CLEAR CREEK COUNTY
 KK2049'ROAD 48 TO A CONCRETE BRIDGE AND THE MARK ON THE NORTHWEST CORNER
 KK2049'OF THE BRIDGE IN THE WINGWALL.
 KK2049'
 KK2049'THE STATION IS A STANDARD JCMD DISK
 KK2049'STAMPED---JCMD 302 1986---,
 KK2049'SET INTO THE NORTHWEST CONCRETE WINGWALL OF A BRIDGE.
 KK2049'66.2 METERS (217.0 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF ROAD
 KK2049'480,
 KK2049'5.1 METERS (16.7 FT) WEST FROM THE CENTER OF COUNTY ROAD 487,
 KK2049'4.8 METERS (15.7 FT) EAST FROM THE WESTERN RIGHT-OF-WAY FENCE,
 KK2049'4.2 METERS (13.8 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THE BRIDGE
 KK2049'OVER BEAR CREEK AND ABOUT 0.6 METER (2.0 FT) BELOW THE ROAD.
 KK2049'
 KK2049'NO OTHER MARKS WERE SET AT THIS TIME.
 KK2049'
 KK2049'DESCRIBED BY R.S. COHEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8121 ***********************************************************************
 AE8121  DESIGNATION -  30508
 AE8121  PID         -  AE8121
 AE8121  STATE/COUNTY-  CO/LARIMER
 AE8121  USGS QUAD   -  MASONVILLE (1984)
 AE8121
 AE8121                         *CURRENT SURVEY CONTROL
 AE8121  ___________________________________________________________________
 AE8121* NAD 83(1992)-  40 24 54.24463(N)    105 15 01.72114(W)     ADJUSTED  
 AE8121* NAVD 88     -      1691.2    (meters)    5549.     (feet)  GPS OBS   
 AE8121  ___________________________________________________________________
 AE8121  X           -  -1,279,483.757 (meters)                     COMP
 AE8121  Y           -  -4,692,937.769 (meters)                     COMP
 AE8121  Z           -   4,114,270.586 (meters)                     COMP
 AE8121  LAPLACE CORR-         -22.02  (seconds)                    DEFLEC99
 AE8121  ELLIP HEIGHT-        1676.23  (meters)          (12/03/02) GPS OBS
 AE8121  GEOID HEIGHT-         -14.87  (meters)                     GEOID03
 AE8121
 AE8121  HORZ ORDER  -  FIRST
 AE8121  ELLP ORDER  -  FOURTH    CLASS I
 AE8121
 AE8121.The horizontal coordinates were established by GPS observations
 AE8121.and adjusted by the National Geodetic Survey in March 1998..
 AE8121
 AE8121.The orthometric height was determined by GPS observations and a
 AE8121.high-resolution geoid model.
 AE8121
 AE8121.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8121
 AE8121.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8121
 AE8121.The ellipsoidal height was determined by GPS observations
 AE8121.and is referenced to NAD 83.
 AE8121
 AE8121.The geoid height was determined by GEOID03.
 AE8121
 AE8121;                    North         East     Units Scale Factor Converg.
 AE8121;SPC CO N     -   424,936.965   935,579.039   MT  0.99996095   +0 09 40.4
 AE8121;SPC CO N     - 1,394,147.36  3,069,478.90   sFT  0.99996095   +0 09 40.4
 AE8121;UTM  13      - 4,473,857.473   478,749.271   MT  0.99960556   -0 09 44.6
 AE8121
 AE8121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8121!SPC CO N     -   0.99973712  x   0.99996095  =   0.99969808
 AE8121!UTM  13      -   0.99973712  x   0.99960556  =   0.99934278
 AE8121
 AE8121                          SUPERSEDED SURVEY CONTROL
 AE8121
 AE8121  ELLIP H (03/31/98) 1676.25   (m)                       GP(       ) 4 1
 AE8121
 AE8121.Superseded values are not recommended for survey control.
 AE8121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8121.See file dsdata.txt to determine how the superseded data were derived.
 AE8121
 AE8121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE7874973857(NAD 83)
 AE8121_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AE8121_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE8121_SP_SET: WINGWALL
 AE8121_STAMPING: 30508
 AE8121_MARK LOGO: CO-069
 AE8121_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE8121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8121+STABILITY: SURFACE MOTION
 AE8121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8121+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE8121
 AE8121  HISTORY     - Date     Condition        Report By
 AE8121  HISTORY     - 1996     MONUMENTED       NGS
 AE8121
 AE8121                          STATION DESCRIPTION
 AE8121
 AE8121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE8121'THE STATION IS LOCATED ABOUT 14 MI (22.5 KM) EAST-NORTHEAST OF ESTES
 AE8121'PARK, 9.5 MI (15.3 KM) WEST OF LOVELAND AND 5 MI (8.0 KM) SOUTHEAST OF
 AE8121'DRAKE, IN THE NORTHEAST 1/4 OF SECTION 8, T 5 N, R 70 W, AT U.  S.
 AE8121'HIGHWAY 34 MILEPOST 81.15.  OWNERSHIP--COLORADO DEPT.  OF
 AE8121'TRANSPORTATION RIGHT-OF-WAY TO REACH THE STATION FROM THE INTERSECTION
 AE8121'OF U.  S.  HIGHWAY 34 AND LARIMER COUNTY ROAD 43 IN THE TOWN OF DRAKE,
 AE8121'GO SOUTHEASTERLY ON U. S.  HIGHWAY 34 FOR 5.55 MI (8.93 KM) TO THE
 AE8121'STATION ON THE LEFT IN THE NORTHEAST WINGWALL OF A BRIDGE OVER THE BIG
 AE8121'THOMPSON RIVER, STRUCTURE NUMBER C/15/AL THE MARK IS A LARIMER COUNTY
 AE8121'MAPPING DEPARTMENT DISK SET IN A DRILL HOLE IN THE NORTHEAST WINGWALL
 AE8121'OF A BRIDGE.  IT IS 11.4 M (37.4 FT) NORTH-NORTHWEST FROM THE CENTER
 AE8121'LINE OF U.  S.  HIGHWAY 34, 5.5 M (18.0 FT) NORTH FROM THE BRIDGE
 AE8121'NUMBER SIGN, 4.85 M (15.91 FT) NORTH FROM THE SOUTHERN END OF THE
 AE8121'NORTHEAST WINGWALL, 0.9 M (3.0 FT) SOUTH FROM THE NORTHERN END OF THE
 AE8121'NORTHEAST WINGWALL, 0.65 M (2.13 FT) SOUTHWEST FROM A WITNESS POST,
 AE8121'ABOUT 50 CM ABOVE THE GROUND AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1781 ***********************************************************************
 KK1781  DESIGNATION -  31
 KK1781  PID         -  KK1781
 KK1781  STATE/COUNTY-  CO/JEFFERSON
 KK1781  USGS QUAD   -  GOLDEN (1994)
 KK1781
 KK1781                         *CURRENT SURVEY CONTROL
 KK1781  ___________________________________________________________________
 KK1781* NAD 83(1992)-  39 48 40.03148(N)    105 11 35.45972(W)     ADJUSTED  
 KK1781* NAVD 88     -      1737.1    (meters)    5699.     (feet)  VERTCON   
 KK1781  ___________________________________________________________________
 KK1781  LAPLACE CORR-         -17.87  (seconds)                    DEFLEC99
 KK1781  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 KK1781
 KK1781  HORZ ORDER  -  SECOND
 KK1781
 KK1781.The horizontal coordinates were established by classical geodetic methods
 KK1781.and adjusted by the National Geodetic Survey in January 1993..
 KK1781
 KK1781.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1781
 KK1781.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1781
 KK1781.The geoid height was determined by GEOID03.
 KK1781
 KK1781;                    North         East     Units Scale Factor Converg.
 KK1781;SPC CO C     -   524,402.568   940,674.422   MT  1.00001266   +0 11 36.6
 KK1781;SPC CO C     - 1,720,477.43  3,086,196.00   sFT  1.00001266   +0 11 36.6
 KK1781;UTM  13      - 4,406,811.561   483,464.585   MT  0.99960337   -0 07 25.3
 KK1781
 KK1781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1781!SPC CO C     -   0.99973005  x   1.00001266  =   0.99974271
 KK1781!UTM  13      -   0.99973005  x   0.99960337  =   0.99933353
 KK1781
 KK1781:                Primary Azimuth Mark                     Grid Az
 KK1781:SPC CO C     -  31 AZ MK                                 065 00 08.8
 KK1781:UTM  13      -  31 AZ MK                                 065 19 10.7
 KK1781
 KK1781|---------------------------------------------------------------------|
 KK1781| PID    Reference Object                     Distance      Geod. Az  |
 KK1781|                                                           dddmmss.s |
 KK1781| CP7076 31 AZ MK                                           0651145.4 |
 KK1781| CP7077 31 RM 1                              17.704 METERS 18039     |
 KK1781| CP7078 31 RM 2                              22.475 METERS 28808     |
 KK1781|---------------------------------------------------------------------|
 KK1781
 KK1781                          SUPERSEDED SURVEY CONTROL
 KK1781
 KK1781  NAD 83(1986)-  39 48 40.02781(N)    105 11 35.45697(W) AD(       ) 2
 KK1781  NAD 27      -  39 48 40.07598(N)    105 11 33.50096(W) AD(       ) 2
 KK1781  NGVD 29 (07/19/86) 1736.1    (m)         5696.     (f) VERT ANG       
 KK1781
 KK1781.Superseded values are not recommended for survey control.
 KK1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1781.See file dsdata.txt to determine how the superseded data were derived.
 KK1781
 KK1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE8346506812(NAD 83)
 KK1781_MARKER: DD = SURVEY DISK
 KK1781_SETTING: 0 = UNSPECIFIED SETTING
 KK1781
 KK1781  HISTORY     - Date     Condition        Report By
 KK1781  HISTORY     - 1977     MONUMENTED       CO-059
 KK1781  HISTORY     - 20030501 MARK NOT FOUND   INDIV
 KK1781
 KK1781                          STATION DESCRIPTION
 KK1781
 KK1781'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1781'THE STATION IS LOCATED 4 MILES NORTHEAST OF GOLDEN, AND 1-1/2
 KK1781'MILES EAST OF STATE HIGHWAY 93, 1/8 MILE SOUTH OF THE NORTH
 KK1781'1/4 CORNER OF SECTION 11, T 3 S, R 70 W.
 KK1781'
 KK1781'TO REACH THE STATION FROM THE JEFFERSON COUNTY COURTHOUSE IN
 KK1781'GOLDEN, GO NORTH ON WASHINGTON STREET (STATE HIGHWAY 93) FOR
 KK1781'4.2 MILES TO WEST 58TH AVENUE.  TURN RIGHT, GO EAST 1.8 MILES
 KK1781'TO EASLEY STREET).  (WEST 58TH AVENUE BECOMES WEST 60TH AVENUE
 KK1781'BEFORE IT REACHES EASLEY STREET.)
 KK1781'TURN LEFT, GOING NORTH 0.4 MILE TO A HIGH
 KK1781'POINT IN THE ROAD.  THE STATION IS ATOP A 4-INCH DIAMETER IRON
 KK1781'PIPE WHICH IS A FENCE POST ON THE HIGHEST POINT OF THE EAST
 KK1781'RIGHT-OF-WAY FENCE.
 KK1781'
 KK1781'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH 0.1 MILE
 KK1781'TO WEST 64TH AVENUE.  TURN RIGHT, GOING EAST 0.2 MILE TO A BRIDGE
 KK1781'OVER CHURCH DITCH.  THE AZIMUTH MARK IS SET IN THE SOUTHWEST
 KK1781'CORNER OF THE CONCRETE BRIDGE.
 KK1781'
 KK1781'THE STATION MARK, STAMPED---31 JCMD 1977---, IS A 3-INCH BRONZE
 KK1781'DISK CEMENTED IN THE TOP OF A 4-INCH DIAMETER IRON PIPE, THAT
 KK1781'IS A FENCE POST AT THE HIGHEST POINT IN THE EAST RIGHT-OF-WAY
 KK1781'FENCE, AND 35 FEET EAST OF THE CENTER OF EASLEY STREET.
 KK1781'
 KK1781'REFERENCE MARK 1, STAMPED---31 JCMD RM 1 1977---, IS A 3-INCH
 KK1781'BRONZE DISK SET IN CONCRETE, 1 FOOT EAST OF THE HIGHEST POINT,
 KK1781'A BRACED ANGLE IRON POST IN THE WEST RIGHT-OF-WAY FENCE, AND
 KK1781'35 FEET WEST OF THE CENTER OF EASLEY STREET.
 KK1781'
 KK1781'REFERENCE MARK 2, STAMPED---31 JCMD RM 2 1977---, IS A 3-INCH
 KK1781'BRONZE DISK SET IN CONCRETE, 1 FOOT EAST OF THE HIGHEST POINT
 KK1781'A BRACED ANGLE IRON POST IN THE WEST RIGHT-OF-WAY FENCE, AND
 KK1781'35 FEET WEST OF THE CENTER OF EASLEY STREET.
 KK1781'
 KK1781'THE AZIMUTH MARK, STAMPED---31 JCMD AZM 1977---, IS A 3-INCH
 KK1781'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER
 KK1781'OF THE CONCRETE BRIDGE FLOOR.
 KK1781
 KK1781                          STATION RECOVERY (2003)
 KK1781
 KK1781'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SLF)
 KK1781'MONUMENT, REFERENCE MARKS, AND ALL EVIDENCE DESTROYED BY SUBDIVISION
 KK1781'CONSTRUCTION. NEW ROADWAY IS APPROXIMATELY 20 FEET LOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0487 ***********************************************************************
 JL0487  DESIGNATION -  31 RHM
 JL0487  PID         -  JL0487
 JL0487  STATE/COUNTY-  CO/GUNNISON
 JL0487  USGS QUAD   -  CURECANTI NEEDLE (1982)
 JL0487
 JL0487                         *CURRENT SURVEY CONTROL
 JL0487  ___________________________________________________________________
 JL0487* NAD 83(1986)-  38 23 43.     (N)    107 27 36.     (W)     SCALED    
 JL0487* NAVD 88     -      2467.725  (meters)    8096.19   (feet)  ADJUSTED  
 JL0487  ___________________________________________________________________
 JL0487  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 JL0487  DYNAMIC HT  -        2464.617 (meters)    8086.00  (feet)  COMP
 JL0487  MODELED GRAV-     979,280.3   (mgal)                       NAVD 88
 JL0487
 JL0487  VERT ORDER  -  FIRST     CLASS II
 JL0487
 JL0487.The horizontal coordinates were scaled from a topographic map and have
 JL0487.an estimated accuracy of +/- 6 seconds.
 JL0487
 JL0487.The orthometric height was determined by differential leveling
 JL0487.and adjusted by the National Geodetic Survey in June 1991..
 JL0487
 JL0487.The geoid height was determined by GEOID03.
 JL0487
 JL0487.The dynamic height is computed by dividing the NAVD 88
 JL0487.geopotential number by the normal gravity value computed on the
 JL0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0487.degrees latitude (g = 980.6199 gals.).
 JL0487
 JL0487.The modeled gravity was interpolated from observed gravity values.
 JL0487
 JL0487;                    North         East    Units  Estimated Accuracy
 JL0487;SPC CO C     -   369,030.      743,190.      MT  (+/- 180 meters Scaled)
 JL0487
 JL0487                          SUPERSEDED SURVEY CONTROL
 JL0487
 JL0487.No superseded survey control is available for this station.
 JL0487
 JL0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC851525(NAD 83)
 JL0487_MARKER: DB = BENCH MARK DISK
 JL0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0487_SP_SET: CONCRETE POST
 JL0487_STAMPING: 31 RHM 1955 8091
 JL0487_MARK LOGO: USGS  
 JL0487_PROJECTION: PROJECTING 15 CENTIMETERS
 JL0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0487+STABILITY: SURFACE MOTION
 JL0487
 JL0487  HISTORY     - Date     Condition        Report By
 JL0487  HISTORY     - 1955     MONUMENTED       USGS
 JL0487  HISTORY     - 1984     GOOD             NGS
 JL0487
 JL0487                          STATION DESCRIPTION
 JL0487
 JL0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0487'42.8 KM (26.6 MI) EAST FROM MONTROSE.
 JL0487'42.8 KM (26.6 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JL0487'WITH U.S. HIGHWAY 550 IN MONTROSE, 4.9 KM (3.05 MI) EAST OF THE
 JL0487'MONTROSE-GUNNISON COUNTY LINE, 10.6 M (34.8 FT) SOUTHWEST OF THE
 JL0487'CENTERLINE OF THE HIGHWAY, AND 10.4 M (34.1 FT) SOUTHEAST OF A FENCE
 JL0487'CORNER
 JL0487'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 JL0487'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1915 ***********************************************************************
 KK1915  DESIGNATION -  32
 KK1915  PID         -  KK1915
 KK1915  STATE/COUNTY-  CO/JEFFERSON
 KK1915  USGS QUAD   -  BLACK HAWK (1963)
 KK1915
 KK1915                         *CURRENT SURVEY CONTROL
 KK1915  ___________________________________________________________________
 KK1915* NAD 83(1992)-  39 47 53.44595(N)    105 23 52.64063(W)     ADJUSTED  
 KK1915* NAVD 88     -      3044.1    (meters)    9987.     (feet)  VERTCON   
 KK1915  ___________________________________________________________________
 KK1915  LAPLACE CORR-         -16.53  (seconds)                    DEFLEC99
 KK1915  GEOID HEIGHT-         -14.02  (meters)                     GEOID03
 KK1915
 KK1915  HORZ ORDER  -  SECOND
 KK1915
 KK1915.The horizontal coordinates were established by classical geodetic methods
 KK1915.and adjusted by the National Geodetic Survey in January 1993..
 KK1915
 KK1915.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1915
 KK1915.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1915
 KK1915.The geoid height was determined by GEOID03.
 KK1915
 KK1915;                    North         East     Units Scale Factor Converg.
 KK1915;SPC CO C     -   522,926.308   923,141.467   MT  1.00000989   +0 03 51.7
 KK1915;SPC CO C     - 1,715,634.06  3,028,673.30   sFT  1.00000989   +0 03 51.7
 KK1915;UTM  13      - 4,405,433.234   465,930.773   MT  0.99961429   -0 15 17.0
 KK1915
 KK1915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1915!SPC CO C     -   0.99952486  x   1.00000989  =   0.99953474
 KK1915!UTM  13      -   0.99952486  x   0.99961429  =   0.99913933
 KK1915
 KK1915|---------------------------------------------------------------------|
 KK1915| PID    Reference Object                     Distance      Geod. Az  |
 KK1915|                                                           dddmmss.s |
 KK1915| CP7079 32 RM 1                              13.704 METERS 02021     |
 KK1915| KK1910 TOM                                 APPROX. 4.4 KM 0630956.3 |
 KK1915| CP7080 32 RM 2                              11.217 METERS 10433     |
 KK1915|---------------------------------------------------------------------|
 KK1915
 KK1915                          SUPERSEDED SURVEY CONTROL
 KK1915
 KK1915  NAD 83(1986)-  39 47 53.44375(N)    105 23 52.63926(W) AD(       ) 2
 KK1915  NAD 27      -  39 47 53.48815(N)    105 23 50.66458(W) AD(       ) 2
 KK1915  NGVD 29 (07/19/86) 3042.8    (m)         9983.     (f) VERT ANG       
 KK1915
 KK1915.Superseded values are not recommended for survey control.
 KK1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1915.See file dsdata.txt to determine how the superseded data were derived.
 KK1915
 KK1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE6593105433(NAD 83)
 KK1915_MARKER: DD = SURVEY DISK
 KK1915_SETTING: 66 = SET IN ROCK OUTCROP
 KK1915
 KK1915  HISTORY     - Date     Condition        Report By
 KK1915  HISTORY     - 1977     MONUMENTED       CO-059
 KK1915
 KK1915                          STATION DESCRIPTION
 KK1915
 KK1915'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1915'THE STATION IS LOCATED ON BLACK HAWK MOUNTAIN, A FEW FEET EAST
 KK1915'OF THE JEFFERSON-GILPIN COUNTY LINE AND NEAR THE SOUTH1/4
 KK1915'CORNER OF SECTION 12, T 3 S, R 72 W.
 KK1915'
 KK1915'TO REACH THIS STATION FROM THE JEFFERSON COUNTY COURTHOUSE IN
 KK1915'GOLDEN, GO NORTH 2 MILES ON STATE HIGHWAY 93 TO ITS
 KK1915'INTERSECTION WITH COUNTY ROAD 70 COMING FROM GOLDEN GATE
 KK1915'CANYON ON THE LEFT.  TURN LEFT AND GO WEST 3.8 MILES TO A FORK,
 KK1915'BEARING LEFT, STAYING ON COUNTY ROAD 70, FOR 7.3 MORE MILES TO A
 KK1915'DIRT ROAD ON THE LEFT, 40 FEET BEFORE A SIGN INDICATING THE
 KK1915'COUNTY LINE.  TURN LEFT AND PASS ON THE RIGHT SIDE OF A HOUSE,
 KK1915'GOING BETWEEN STACKS OF WOOD 0.6 MILE FROM THE PAVED HIGHWAY.
 KK1915'TURN RIGHT AND GO SOUTHWEST FOR 0.5 MILE TO A POINT WHERE
 KK1915'ROAD IS BLOCKED BY ROCKS AND TIMBER.  BEGIN THE 30 MINUTE
 KK1915'PACK TO THE SOUTHEAST TO THE STATION, 300 FEET SOUTHWEST OF
 KK1915'THE U.S.G.S. CAP AT THE HIGHEST POINT OF THE MOUNTAIN.
 KK1915'
 KK1915'THE STATION MARK, STAMPED---32 JCMD 1977---, IS A 3-INCH BRONZE
 KK1915'DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP ATOP A
 KK1915'PINNACLE.
 KK1915'
 KK1915'REFERENCE MARK 1, STAMPED---32 JCMD RM 1 1977---, IS A 3-INCH
 KK1915'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP AT
 KK1915'A HIGH POINT 45 FEET NORTHEAST OF THE STATION.
 KK1915'
 KK1915'REFERENCE MARK 2, STAMPED---32 JCMD RM 2 1977---, IS A 3-INCH
 KK1915'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP
 KK1915'NEAR THE SOUTH RIM, SOUTH OF AND ABOUT 40 FEET LOWER THAN THE
 KK1915'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0676 ***********************************************************************
 KK0676  DESIGNATION -  323.19
 KK0676  PID         -  KK0676
 KK0676  STATE/COUNTY-  CO/JEFFERSON
 KK0676  USGS QUAD   -  KASSLER (1994)
 KK0676
 KK0676                         *CURRENT SURVEY CONTROL
 KK0676  ___________________________________________________________________
 KK0676* NAD 83(1986)-  39 29 26.     (N)    105 05 43.     (W)     SCALED    
 KK0676* NAVD 88     -      1676.223  (meters)    5499.41   (feet)  ADJUSTED  
 KK0676  ___________________________________________________________________
 KK0676  GEOID HEIGHT-         -15.89  (meters)                     GEOID03
 KK0676  DYNAMIC HT  -        1674.557 (meters)    5493.94  (feet)  COMP
 KK0676  MODELED GRAV-     979,574.2   (mgal)                       NAVD 88
 KK0676
 KK0676  VERT ORDER  -  FIRST     CLASS II
 KK0676
 KK0676.The horizontal coordinates were scaled from a topographic map and have
 KK0676.an estimated accuracy of +/- 6 seconds.
 KK0676
 KK0676.The orthometric height was determined by differential leveling
 KK0676.and adjusted by the National Geodetic Survey in June 1991..
 KK0676
 KK0676.The geoid height was determined by GEOID03.
 KK0676
 KK0676.The dynamic height is computed by dividing the NAVD 88
 KK0676.geopotential number by the normal gravity value computed on the
 KK0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0676.degrees latitude (g = 980.6199 gals.).
 KK0676
 KK0676.The modeled gravity was interpolated from observed gravity values.
 KK0676
 KK0676;                    North         East    Units  Estimated Accuracy
 KK0676;SPC CO C     -   488,850.      949,220.      MT  (+/- 180 meters Scaled)
 KK0676
 KK0676                          SUPERSEDED SURVEY CONTROL
 KK0676
 KK0676  NGVD 29 (??/??/??) 1675.301  (m)         5496.38   (f) ADJUSTED    1 2
 KK0676
 KK0676.Superseded values are not recommended for survey control.
 KK0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0676.See file dsdata.txt to determine how the superseded data were derived.
 KK0676
 KK0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD918712(NAD 83)
 KK0676_MARKER: DD = SURVEY DISK
 KK0676_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0676_SP_SET: SMOKESTACK BASE
 KK0676_STAMPING: DENVER DATUM B M 5497.03 323.19 1930
 KK0676_MARK LOGO: DMWW  
 KK0676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0676
 KK0676  HISTORY     - Date     Condition        Report By
 KK0676  HISTORY     - 1930     MONUMENTED       DMWW
 KK0676  HISTORY     - 1955     GOOD             NGS
 KK0676  HISTORY     - 1955     GOOD             DMWW
 KK0676  HISTORY     - 1984     GOOD             NGS
 KK0676
 KK0676                          STATION DESCRIPTION
 KK0676
 KK0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KK0676'AT KASSLER.
 KK0676'AT KASSLER, 18 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 KK0676'POWERHOUSE, 66 FEET SOUTHEAST OF THE EAST CORNER OF THE MAIN
 KK0676'OFFICE BUILDING, 47 FEET SOUTHWEST OF THE CENTER LINE OF A GRAVELED
 KK0676'ROAD, 2.0 FEET ABOVE THE GROUND, SET IN THE TOP OF THE NORTH EDGE
 KK0676'OF A ROUND CONCRETE BASE OF A SMOKESTACK.
 KK0676
 KK0676                          STATION RECOVERY (1955)
 KK0676
 KK0676'RECOVERY NOTE BY DENVER MUNICIPAL WATER WORKS 1955
 KK0676'RECOVERED IN GOOD CONDITION.
 KK0676
 KK0676                          STATION RECOVERY (1984)
 KK0676
 KK0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK0676'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 KK0676'AT 12250 SOUTH HIGHWAY 75.  NOTE--THE STACK HAS BEEN REMOVED FROM THE
 KK0676'FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0722 ***********************************************************************
 KK0722  DESIGNATION -  329
 KK0722  PID         -  KK0722
 KK0722  STATE/COUNTY-  CO/JEFFERSON
 KK0722  USGS QUAD   -  PINE (1994)
 KK0722
 KK0722                         *CURRENT SURVEY CONTROL
 KK0722  ___________________________________________________________________
 KK0722* NAD 83(1986)-  39 24 32.     (N)    105 22 30.     (W)     SCALED    
 KK0722* NAVD 88     -      2113.736  (meters)    6934.82   (feet)  ADJUSTED  
 KK0722  ___________________________________________________________________
 KK0722  GEOID HEIGHT-         -13.84  (meters)                     GEOID03
 KK0722  DYNAMIC HT  -        2111.425 (meters)    6927.23  (feet)  COMP
 KK0722  MODELED GRAV-     979,458.1   (mgal)                       NAVD 88
 KK0722
 KK0722  VERT ORDER  -  FIRST     CLASS II
 KK0722
 KK0722.The horizontal coordinates were scaled from a topographic map and have
 KK0722.an estimated accuracy of +/- 6 seconds.
 KK0722
 KK0722.The orthometric height was determined by differential leveling
 KK0722.and adjusted by the National Geodetic Survey in June 1991..
 KK0722
 KK0722.The geoid height was determined by GEOID03.
 KK0722
 KK0722.The dynamic height is computed by dividing the NAVD 88
 KK0722.geopotential number by the normal gravity value computed on the
 KK0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0722.degrees latitude (g = 980.6199 gals.).
 KK0722
 KK0722.The modeled gravity was interpolated from observed gravity values.
 KK0722
 KK0722;                    North         East    Units  Estimated Accuracy
 KK0722;SPC CO C     -   479,710.      925,170.      MT  (+/- 180 meters Scaled)
 KK0722
 KK0722                          SUPERSEDED SURVEY CONTROL
 KK0722
 KK0722  NGVD 29 (??/??/92) 2112.526  (m)         6930.85   (f) ADJ UNCH    1 2
 KK0722
 KK0722.Superseded values are not recommended for survey control.
 KK0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0722.See file dsdata.txt to determine how the superseded data were derived.
 KK0722
 KK0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD677622(NAD 83)
 KK0722_MARKER: DD = SURVEY DISK
 KK0722_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0722_SP_SET: RETAINING WALL
 KK0722_STAMPING: BM 329 6932 1930
 KK0722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0722
 KK0722  HISTORY     - Date     Condition        Report By
 KK0722  HISTORY     - 1930     MONUMENTED       DMWW
 KK0722  HISTORY     - 1951     GOOD             NGS
 KK0722  HISTORY     - 1955     GOOD             NGS
 KK0722
 KK0722                          STATION DESCRIPTION
 KK0722
 KK0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0722'3.5 MI SW FROM PINE GROVE.
 KK0722'3.5 MILES SOUTHWEST ALONG THE ABANDONED COLORADO AND SOUTHERN
 KK0722'RAILROAD GRADE FROM THE POST OFFICE AT PINE GROVE, AT THE FORMER SITE
 KK0722'OF CLIFFDALE, 159 FEET EAST OF THE SOUTHEAST CORNER OF A TWO STORY
 KK0722'WHITE HOUSE, 2 FEET ABOVE THE GROUND, 12 FEET NORTHEAST OF THE
 KK0722'CENTER LINE OF A TRACK ROAD, 6.5 FEET SOUTHEAST OF BENCH MARK M 11
 KK0722'(U.S.B.R.), ALONG ROARING GULCH, SET IN THE TOP OF THE SOUTHWEST
 KK0722'EDGE OF A CONCRETE RETAINING WALL.
 KK0722
 KK0722                          STATION RECOVERY (1955)
 KK0722
 KK0722'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1904 ***********************************************************************
 KK1904  DESIGNATION -  33
 KK1904  PID         -  KK1904
 KK1904  STATE/COUNTY-  CO/JEFFERSON
 KK1904  USGS QUAD   -  RALSTON BUTTES (1965)
 KK1904
 KK1904                         *CURRENT SURVEY CONTROL
 KK1904  ___________________________________________________________________
 KK1904* NAD 83(1992)-  39 47 45.68614(N)    105 17 04.77324(W)     ADJUSTED  
 KK1904* NAVD 88     -      2355.1    (meters)    7727.     (feet)  VERTCON   
 KK1904  ___________________________________________________________________
 KK1904  LAPLACE CORR-         -23.17  (seconds)                    DEFLEC99
 KK1904  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 KK1904
 KK1904  HORZ ORDER  -  SECOND
 KK1904
 KK1904.The horizontal coordinates were established by classical geodetic methods
 KK1904.and adjusted by the National Geodetic Survey in January 1993..
 KK1904
 KK1904.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1904
 KK1904.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1904
 KK1904.The geoid height was determined by GEOID03.
 KK1904
 KK1904;                    North         East     Units Scale Factor Converg.
 KK1904;SPC CO C     -   522,703.930   932,845.362   MT  1.00000943   +0 08 08.9
 KK1904;SPC CO C     - 1,714,904.48  3,060,510.16   sFT  1.00000943   +0 08 08.9
 KK1904;UTM  13      - 4,405,157.018   475,629.411   MT  0.99960731   -0 10 55.9
 KK1904
 KK1904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1904!SPC CO C     -   0.99963302  x   1.00000943  =   0.99964244
 KK1904!UTM  13      -   0.99963302  x   0.99960731  =   0.99924047
 KK1904
 KK1904|---------------------------------------------------------------------|
 KK1904| PID    Reference Object                     Distance      Geod. Az  |
 KK1904|                                                           dddmmss.s |
 KK1904| CP7081 33 RM 1                              12.927 METERS 14504     |
 KK1904| KK1903 CRAWFORD                            APPROX. 4.4 KM 1742924.8 |
 KK1904| CP7082 33 RM 2                              13.155 METERS 20601     |
 KK1904|---------------------------------------------------------------------|
 KK1904
 KK1904                          SUPERSEDED SURVEY CONTROL
 KK1904
 KK1904  NAD 83(1986)-  39 47 45.68306(N)    105 17 04.77140(W) AD(       ) 2
 KK1904  NAD 27      -  39 47 45.73000(N)    105 17 02.80701(W) AD(       ) 2
 KK1904  NGVD 29 (07/19/86) 2354.0    (m)         7723.     (f) VERT ANG       
 KK1904
 KK1904.Superseded values are not recommended for survey control.
 KK1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1904.See file dsdata.txt to determine how the superseded data were derived.
 KK1904
 KK1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE7562905157(NAD 83)
 KK1904_MARKER: DD = SURVEY DISK
 KK1904_SETTING: 66 = SET IN ROCK OUTCROP
 KK1904
 KK1904  HISTORY     - Date     Condition        Report By
 KK1904  HISTORY     - 1977     MONUMENTED       CO-059
 KK1904
 KK1904                          STATION DESCRIPTION
 KK1904
 KK1904'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1904'THE STATION IS LOCATED 5 MILES NORTHWEST OF GOLDEN, A MILE
 KK1904'NORTH OF THE JUNCTURE OF CRAWFORD GULCH AND TUCKER GULCH, AND
 KK1904'SEVERAL HUNDRED FEET SOUTH OF THE NORTH 1/4 CORNER OF SECTION
 KK1904'13, T 3 S, R 71 W.
 KK1904'
 KK1904'TO REACH THIS STATION FROM THE JEFFERSON COUNTY COURTHOUSE IN
 KK1904'GOLDEN, GO NORTH ON STATE HIGHWAY 93 FOR 2 MILES TO ITS
 KK1904'INTERSECTION WITH COUNTY ROAD 70 FROM GOLDEN GATE CANYON ON
 KK1904'THE LEFT, TURNING LEFT AND GOING WEST 3.8 MILES TO A FORK.  BEAR
 KK1904'RIGHT ONTO CRAWFORD GULCH ROAD FOR 1.0 MILE TO VISTA RIDGE
 KK1904'RANCH.  BEGIN A 20 MINUTE PACK NORTHEAST 1/3 MILE, THEN NORTH
 KK1904'1/4 MILE UPHILL TO THE POINT ON AN EAST FACING ROCK SLOPE,
 KK1904'1/4 MILE SOUTHEAST OF THE HIGHEST POINT.
 KK1904'
 KK1904'THE STATION MARK, STAMPED---33 JCMD 1977---, IS A 3-INCH BRONZE
 KK1904'DISK CEMENTED INTO A DRILL HOLE IN THE BEDROCK SLOPE.
 KK1904'
 KK1904'REFERENCE MARK 1, STAMPED---33 JCMD RM 1 1977---, IS A 3-INCH
 KK1904'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK SLOPE 47
 KK1904'FEET SOUTHEAST OF THE STATION.
 KK1904'
 KK1904'REFERENCE MARK 2, STAMPED---33 JCMD RM 2 1977---, IS A 3-INCH
 KK1904'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK SLOPE 43
 KK1904'FEET SOUTHWEST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0492 ***********************************************************************
 JL0492  DESIGNATION -  33 RHM
 JL0492  PID         -  JL0492
 JL0492  STATE/COUNTY-  CO/GUNNISON
 JL0492  USGS QUAD   -  CURECANTI NEEDLE (1982)
 JL0492
 JL0492                         *CURRENT SURVEY CONTROL
 JL0492  ___________________________________________________________________
 JL0492* NAD 83(1986)-  38 24 18.     (N)    107 24 27.     (W)     SCALED    
 JL0492* NAVD 88     -      2496.798  (meters)    8191.58   (feet)  ADJUSTED  
 JL0492  ___________________________________________________________________
 JL0492  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 JL0492  DYNAMIC HT  -        2493.656 (meters)    8181.27  (feet)  COMP
 JL0492  MODELED GRAV-     979,280.4   (mgal)                       NAVD 88
 JL0492
 JL0492  VERT ORDER  -  FIRST     CLASS II
 JL0492
 JL0492.The horizontal coordinates were scaled from a topographic map and have
 JL0492.an estimated accuracy of +/- 6 seconds.
 JL0492
 JL0492.The orthometric height was determined by differential leveling
 JL0492.and adjusted by the National Geodetic Survey in June 1991..
 JL0492
 JL0492.The geoid height was determined by GEOID03.
 JL0492
 JL0492.The dynamic height is computed by dividing the NAVD 88
 JL0492.geopotential number by the normal gravity value computed on the
 JL0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0492.degrees latitude (g = 980.6199 gals.).
 JL0492
 JL0492.The modeled gravity was interpolated from observed gravity values.
 JL0492
 JL0492;                    North         East    Units  Estimated Accuracy
 JL0492;SPC CO C     -   370,010.      747,800.      MT  (+/- 180 meters Scaled)
 JL0492
 JL0492                          SUPERSEDED SURVEY CONTROL
 JL0492
 JL0492.No superseded survey control is available for this station.
 JL0492
 JL0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC897534(NAD 83)
 JL0492_MARKER: DB = BENCH MARK DISK
 JL0492_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JL0492_SP_SET: ABUTMENT
 JL0492_STAMPING: 33 RHM 1955 8186
 JL0492_MARK LOGO: USGS  
 JL0492_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0492+STABILITY: POSITION/ELEVATION WELL
 JL0492
 JL0492  HISTORY     - Date     Condition        Report By
 JL0492  HISTORY     - 1955     MONUMENTED       USGS
 JL0492  HISTORY     - 1984     GOOD             NGS
 JL0492
 JL0492                          STATION DESCRIPTION
 JL0492
 JL0492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0492'49.6 KM (30.8 MI) EAST FROM MONTROSE.
 JL0492'49.6 KM (30.8 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JL0492'WITH U.S. HIGHWAY 550 IN MONTROSE, IN TOP OF AND 0.3 M (1.0 FT) WEST
 JL0492'OF THE EAST END OF THE NORTH CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE
 JL0492'OVER BLUE CREEK, AND 6.1 M (20.0 FT) EAST OF THE CENTERLINE OF THE
 JL0492'HIGHWAY.
 JL0492'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4815 ***********************************************************************
 AE4815  DESIGNATION -  3395
 AE4815  PID         -  AE4815
 AE4815  STATE/COUNTY-  CO/PROWERS
 AE4815  USGS QUAD   -  HOLLY EAST (1978)
 AE4815
 AE4815                         *CURRENT SURVEY CONTROL
 AE4815  ___________________________________________________________________
 AE4815* NAD 83(1986)-  38 02 33.     (N)    102 07 07.     (W)     SCALED    
 AE4815* NAVD 88     -      1035.309  (meters)    3396.68   (feet)  ADJUSTED  
 AE4815  ___________________________________________________________________
 AE4815  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 AE4815  DYNAMIC HT  -        1034.342 (meters)    3393.50  (feet)  COMP
 AE4815  MODELED GRAV-     979,660.0   (mgal)                       NAVD 88
 AE4815
 AE4815  VERT ORDER  -  FIRST     CLASS II
 AE4815
 AE4815.The horizontal coordinates were scaled from a topographic map and have
 AE4815.an estimated accuracy of +/- 6 seconds.
 AE4815
 AE4815.The orthometric height was determined by differential leveling
 AE4815.and adjusted by the National Geodetic Survey in July 2002..
 AE4815
 AE4815.The geoid height was determined by GEOID03.
 AE4815
 AE4815.The dynamic height is computed by dividing the NAVD 88
 AE4815.geopotential number by the normal gravity value computed on the
 AE4815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4815.degrees latitude (g = 980.6199 gals.).
 AE4815
 AE4815.The modeled gravity was interpolated from observed gravity values.
 AE4815
 AE4815;                    North         East    Units  Estimated Accuracy
 AE4815;SPC CO S     -   462,870.    1,211,150.      MT  (+/- 180 meters Scaled)
 AE4815
 AE4815                          SUPERSEDED SURVEY CONTROL
 AE4815
 AE4815.No superseded survey control is available for this station.
 AE4815
 AE4815_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC528144(NAD 83)
 AE4815_MARKER: DD = SURVEY DISK
 AE4815_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE4815_SP_SET: BRIDGE ABUTMENT
 AE4815_STAMPING: 3395
 AE4815_MARK LOGO: BOR   
 AE4815_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4815+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 AE4815
 AE4815  HISTORY     - Date     Condition        Report By
 AE4815  HISTORY     - UNK      MONUMENTED       BOR
 AE4815  HISTORY     - 19971004 GOOD             NGS
 AE4815  HISTORY     - 20040927 GOOD             LOCENG
 AE4815
 AE4815                          STATION DESCRIPTION
 AE4815
 AE4815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4815'1.2 KM (0.75 MI) SOUTHERLY ALONG STATE HIGHWAY 89 FROM THE JUNCTION OF
 AE4815'U.S.  HIGHWAY 50 IN HOLLY, IN TOP OF AND 0.8 M (2.6 FT) WEST OF THE
 AE4815'EAST END OF THE SOUTH CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE SPANNING
 AE4815'THE ARKANSAS RIVER, 5.0 M (16.4 FT) EAST OF THE HIGHWAY CENTERLINE,
 AE4815'AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AE4815
 AE4815                          STATION RECOVERY (2004)
 AE4815
 AE4815'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2004 (MFM)
 AE4815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5950 ***********************************************************************
 AI5950  SACS        -  This is a Secondary Airport Control Station.
 AI5950  DESIGNATION -  33V A
 AI5950  PID         -  AI5950
 AI5950  STATE/COUNTY-  CO/JACKSON
 AI5950  USGS QUAD   -  COWDREY (1956)
 AI5950
 AI5950                         *CURRENT SURVEY CONTROL
 AI5950  ___________________________________________________________________
 AI5950* NAD 83(1992)-  40 45 16.44004(N)    106 15 58.41146(W)     ADJUSTED  
 AI5950* NAVD 88     -      2483.85   (meters)    8149.1    (feet)  GPS OBS   
 AI5950  ___________________________________________________________________
 AI5950  X           -  -1,355,772.494 (meters)                     COMP
 AI5950  Y           -  -4,646,546.323 (meters)                     COMP
 AI5950  Z           -   4,143,428.511 (meters)                     COMP
 AI5950  LAPLACE CORR-           2.54  (seconds)                    DEFLEC99
 AI5950  ELLIP HEIGHT-        2471.92  (meters)          (10/21/02) GPS OBS
 AI5950  GEOID HEIGHT-         -11.91  (meters)                     GEOID03
 AI5950
 AI5950  HORZ ORDER  -  FIRST
 AI5950  ELLP ORDER  -  FIFTH     CLASS I
 AI5950
 AI5950.This mark is at Walden-Jackson County Airport  (33V)
 AI5950
 AI5950.The horizontal coordinates were established by GPS observations
 AI5950.and adjusted by the National Geodetic Survey in June 2000..
 AI5950
 AI5950.The orthometric height was determined by GPS observations and a
 AI5950.high-resolution geoid model.
 AI5950
 AI5950.GPS derived orthometric heights for airport stations designated as
 AI5950.PACS or SACS are published to 2 decimal places.  This maintains
 AI5950.centimeter relative accuracy between the PACS and SACS.  It does
 AI5950.not indicate centimeter accuracy relative to other marks which are
 AI5950.part of the NAVD 88 network.
 AI5950
 AI5950.Photographs are available for this station.
 AI5950
 AI5950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5950
 AI5950.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5950
 AI5950.The ellipsoidal height was determined by GPS observations
 AI5950.and is referenced to NAD 83.
 AI5950
 AI5950.The geoid height was determined by GEOID03.
 AI5950
 AI5950;                    North         East     Units Scale Factor Converg.
 AI5950;SPC CO N     -   462,885.727   849,697.871   MT  0.99999546   -0 29 42.3
 AI5950;SPC CO N     - 1,518,650.92  2,787,717.10   sFT  0.99999546   -0 29 42.3
 AI5950;UTM  13      - 4,512,283.323   393,113.159   MT  0.99974062   -0 49 36.1
 AI5950
 AI5950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5950!SPC CO N     -   0.99961239  x   0.99999546  =   0.99960786
 AI5950!UTM  13      -   0.99961239  x   0.99974062  =   0.99935311
 AI5950
 AI5950                          SUPERSEDED SURVEY CONTROL
 AI5950
 AI5950  ELLIP H (06/30/00) 2471.94   (m)                       GP(       ) 1 1
 AI5950
 AI5950.Superseded values are not recommended for survey control.
 AI5950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5950.See file dsdata.txt to determine how the superseded data were derived.
 AI5950
 AI5950_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF9311312283(NAD 83)
 AI5950_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5950_STAMPING: 33V A 1999
 AI5950_MARK LOGO: NGS   
 AI5950_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5950+STABILITY: SURFACE MOTION
 AI5950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5950+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5950
 AI5950  HISTORY     - Date     Condition        Report By
 AI5950  HISTORY     - 1999     MONUMENTED       NGS
 AI5950
 AI5950                          STATION DESCRIPTION
 AI5950
 AI5950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5950'THE STATION IS LOCATED ABOUT 1.6 MI (2.6 KM) NORTH OF WALDEN, 1.05 MI
 AI5950'(1.69 KM) EAST OF STATE HIGHWAY 125 AND AT THE NORTHEAST END OF RUNWAY
 AI5950'21-3, IN THE NORTHEAST 1/4 OF SECTION 16, T 9 N, R 79 W. ACCESS TO THE
 AI5950'AIRPORT IS NOT CONTROLLED.  PERMISSION TO USE THIS STATION MUST BE
 AI5950'OBTAINED FROM THE AIRPORT MANAGER, MR.KEN CROWDER, JACKSON COUNTY
 AI5950'ADMINISTRATOR, P.O.  BOX 1019, WALDEN, CO 80480.
 AI5950'TELEPHONE--970-723-4660.  OWNERSHIP--JACKSON COUNTY
 AI5950'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 125 AND 14
 AI5950'EAST IN WALDEN, GO NORTH ON STATE HIGHWAY 125 FOR 1.05 MI (1.69 KM) TO
 AI5950'A PAVED ROAD ON THE RIGHT, COUNTY ROAD 42.  TURN RIGHT, NORTHEAST, ON
 AI5950'COUNTY ROAD 42 FOR 0.3 MI (0.5 KM) TO THE END OF PAVEMENT AT A ROAD
 AI5950'CURVE.  CONTINUE AHEAD, EAST, FOR 0.1 MI (0.2 KM) TO A CATTLE GUARD ON
 AI5950'THE LEFT ON THE WEST SIDE OF THE BEACON TOWER.  TURN LEFT ACROSS THE
 AI5950'CATTLE GUARD FOR 30 M (98.4 FT) TO THE OLD PAVED TAXIWAY. TURN RIGHT,
 AI5950'EAST, FOR 0.05 MI (0.08 KM) TO THE APRON.  CROSS THE APRON AND TAKE
 AI5950'THE TAXIWAY FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF RUNWAY 3-21.
 AI5950'TURN RIGHT, NORTHEAST, ON RUNWAY 3-21 FOR 0.7 MI (1.1 KM) TO THE
 AI5950'STATION ON THE LEFT
 AI5950'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 AI5950'POST FLUSH WITH THE GROUND.  IT IS 35.9 M (117.8 FT) WEST-NORTHWEST
 AI5950'FROM THE CENTER LINE OF THE RUNWAY, 24.6 M (80.7 FT) NORTH-NORTHWEST
 AI5950'FROM A WHITE RUNWAY LIGHT, 24.4 M (80.1 FT) FROM THE NORTHERN EDGE OF
 AI5950'PAVEMENT FOR THE RUNWAY AND 0.6 M (2.0 FT) SOUTH-SOUTHWEST FROM A
 AI5950'WITNESS POST.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AI5950'CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5951 ***********************************************************************
 AI5951  SACS        -  This is a Secondary Airport Control Station.
 AI5951  DESIGNATION -  33V B
 AI5951  PID         -  AI5951
 AI5951  STATE/COUNTY-  CO/JACKSON
 AI5951  USGS QUAD   -  COWDREY (1956)
 AI5951
 AI5951                         *CURRENT SURVEY CONTROL
 AI5951  ___________________________________________________________________
 AI5951* NAD 83(1992)-  40 45 00.84356(N)    106 16 19.72024(W)     ADJUSTED  
 AI5951* NAVD 88     -      2482.88   (meters)    8145.9    (feet)  GPS OBS   
 AI5951  ___________________________________________________________________
 AI5951  X           -  -1,356,340.339 (meters)                     COMP
 AI5951  Y           -  -4,646,707.128 (meters)                     COMP
 AI5951  Z           -   4,143,063.281 (meters)                     COMP
 AI5951  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 AI5951  ELLIP HEIGHT-        2470.95  (meters)          (10/21/02) GPS OBS
 AI5951  GEOID HEIGHT-         -11.92  (meters)                     GEOID03
 AI5951
 AI5951  HORZ ORDER  -  FIRST
 AI5951  ELLP ORDER  -  FIFTH     CLASS I
 AI5951
 AI5951.This mark is at Walden-Jackson County Airport  (33V)
 AI5951
 AI5951.The horizontal coordinates were established by GPS observations
 AI5951.and adjusted by the National Geodetic Survey in June 2000..
 AI5951
 AI5951.The orthometric height was determined by GPS observations and a
 AI5951.high-resolution geoid model.
 AI5951
 AI5951.GPS derived orthometric heights for airport stations designated as
 AI5951.PACS or SACS are published to 2 decimal places.  This maintains
 AI5951.centimeter relative accuracy between the PACS and SACS.  It does
 AI5951.not indicate centimeter accuracy relative to other marks which are
 AI5951.part of the NAVD 88 network.
 AI5951
 AI5951.Photographs are available for this station.
 AI5951
 AI5951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5951
 AI5951.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5951
 AI5951.The ellipsoidal height was determined by GPS observations
 AI5951.and is referenced to NAD 83.
 AI5951
 AI5951.The geoid height was determined by GEOID03.
 AI5951
 AI5951;                    North         East     Units Scale Factor Converg.
 AI5951;SPC CO N     -   462,408.979   849,193.855   MT  0.99999480   -0 29 56.1
 AI5951;SPC CO N     - 1,517,086.79  2,786,063.51   sFT  0.99999480   -0 29 56.1
 AI5951;UTM  13      - 4,511,809.620   392,606.521   MT  0.99974196   -0 49 49.8
 AI5951
 AI5951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5951!SPC CO N     -   0.99961255  x   0.99999480  =   0.99960735
 AI5951!UTM  13      -   0.99961255  x   0.99974196  =   0.99935461
 AI5951
 AI5951                          SUPERSEDED SURVEY CONTROL
 AI5951
 AI5951  ELLIP H (06/30/00) 2470.96   (m)                       GP(       ) 1 1
 AI5951
 AI5951.Superseded values are not recommended for survey control.
 AI5951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5951.See file dsdata.txt to determine how the superseded data were derived.
 AI5951
 AI5951_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF9260711810(NAD 83)
 AI5951_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5951_STAMPING: 33V B 1999
 AI5951_MARK LOGO: NGS   
 AI5951_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5951+STABILITY: SURFACE MOTION
 AI5951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5951+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5951
 AI5951  HISTORY     - Date     Condition        Report By
 AI5951  HISTORY     - 1999     MONUMENTED       NGS
 AI5951
 AI5951                          STATION DESCRIPTION
 AI5951
 AI5951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5951'THE STATION IS LOCATED ABOUT 1.6 MI (2.6 KM) NORTH OF WALDEN, 0.6 MI
 AI5951'(1.0 KM) EAST OF STATE HIGHWAY 125 AND NEAR THE CENTER OF RUNWAY 21-3,
 AI5951'IN THE CENTER OF SECTION 16, T 9 N, R 79 W.  ACCESS TO THE AIRPORT IS
 AI5951'NOT CONTROLLED.  PERMISSION TO USE THIS STATION MUST BE OBTAINED FROM
 AI5951'THE AIRPORT MANAGER, MR.KEN CROWDER, JACKSON COUNTY ADMINISTRATOR,
 AI5951'P.O.  BOX 1019, WALDEN, CO 80480. TELEPHONE--970-723-4660.
 AI5951'OWNERSHIP--JACKSON COUNTY
 AI5951'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 125 AND 14
 AI5951'EAST IN WALDEN, GO NORTH ON STATE HIGHWAY 125 FOR 1.05 MI (1.69 KM) TO
 AI5951'A PAVED ROAD ON THE RIGHT, COUNTY ROAD 42.  TURN RIGHT, NORTHEAST, ON
 AI5951'COUNTY ROAD 42 FOR 0.3 MI (0.5 KM) TO THE END OF PAVEMENT AT A ROAD
 AI5951'CURVE.  CONTINUE AHEAD, EAST, FOR 0.1 MI (0.2 KM) TO A CATTLE GUARD ON
 AI5951'THE LEFT ON THE WEST SIDE OF THE BEACON TOWER.  TURN LEFT ACROSS THE
 AI5951'CATTLE GUARD FOR 30 M (98.4 FT) TO THE OLD PAVED TAXIWAY. TURN RIGHT,
 AI5951'EAST, FOR 0.05 MI (0.08 KM) TO THE APRON.  CROSS THE APRON AND TAKE
 AI5951'THE TAXIWAY FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF RUNWAY 3-21.
 AI5951'TURN RIGHT, NORTHEAST, ON RUNWAY 3-21 FOR 0.3 MI (0.5 KM) TO THE
 AI5951'STATION ON THE LEFT, 0.05 MI (0.08 KM) WEST FROM THE DIRT CROSSWIND
 AI5951'RUNWAY INTERSECTION WITH RUNWAY 3-21
 AI5951'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 AI5951'POST FLUSH WITH THE GROUND.  IT IS 40.5 M (132.9 FT) WEST FROM A WHITE
 AI5951'RUNWAY LIGHT WHICH IS THE 14TH LIGHT FROM THE NORTHEAST END OF RUNWAY
 AI5951'3-21, 39.1 M (128.3 FT) WEST-NORTHWEST FROM THE CENTER LINE OF RUNWAY
 AI5951'3-21, 37.9 M (124.3 FT) NORTHWEST FROM A WHITE RUNWAY LIGHT WHICH IS
 AI5951'THE 15TH LIGHT FROM THE NORTHEAST END OF RUNWAY 3-21, 28.0 M (91.9 FT)
 AI5951'WEST-NORTHWEST FROM THE NORTHERN EDGE OF THE RUNWAY AND 0.6 M (2.0 FT)
 AI5951'SOUTHWEST FROM A WITNESS POST.  THIS STATION IS DESIGNATED AS A
 AI5951'SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1901 ***********************************************************************
 KK1901  DESIGNATION -  34
 KK1901  PID         -  KK1901
 KK1901  STATE/COUNTY-  CO/JEFFERSON
 KK1901  USGS QUAD   -  RALSTON BUTTES (1965)
 KK1901
 KK1901                         *CURRENT SURVEY CONTROL
 KK1901  ___________________________________________________________________
 KK1901* NAD 83(1992)-  39 47 07.52356(N)    105 16 03.92791(W)     ADJUSTED  
 KK1901* NAVD 88     -      2248.0    (meters)    7375.     (feet)  VERTCON   
 KK1901  ___________________________________________________________________
 KK1901  LAPLACE CORR-         -22.49  (seconds)                    DEFLEC99
 KK1901  GEOID HEIGHT-         -15.13  (meters)                     GEOID03
 KK1901
 KK1901  HORZ ORDER  -  SECOND
 KK1901
 KK1901.The horizontal coordinates were established by classical geodetic methods
 KK1901.and adjusted by the National Geodetic Survey in January 1993..
 KK1901
 KK1901.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1901
 KK1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1901
 KK1901.The geoid height was determined by GEOID03.
 KK1901
 KK1901;                    North         East     Units Scale Factor Converg.
 KK1901;SPC CO C     -   521,530.486   934,295.948   MT  1.00000720   +0 08 47.3
 KK1901;SPC CO C     - 1,711,054.60  3,065,269.29   sFT  1.00000720   +0 08 47.3
 KK1901;UTM  13      - 4,403,976.018   477,072.884   MT  0.99960647   -0 10 16.8
 KK1901
 KK1901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1901!SPC CO C     -   0.99964982  x   1.00000720  =   0.99965702
 KK1901!UTM  13      -   0.99964982  x   0.99960647  =   0.99925643
 KK1901
 KK1901|---------------------------------------------------------------------|
 KK1901| PID    Reference Object                     Distance      Geod. Az  |
 KK1901|                                                           dddmmss.s |
 KK1901| CP7083 34 RM 1                              14.149 METERS 07956     |
 KK1901| KK1903 CRAWFORD                            APPROX. 3.4 KM 1972936.3 |
 KK1901| CP7084 34 RM 2                              16.322 METERS 33155     |
 KK1901|---------------------------------------------------------------------|
 KK1901
 KK1901                          SUPERSEDED SURVEY CONTROL
 KK1901
 KK1901  NAD 83(1986)-  39 47 07.52031(N)    105 16 03.92602(W) AD(       ) 2
 KK1901  NAD 27      -  39 47 07.56700(N)    105 16 01.96264(W) AD(       ) 2
 KK1901  NGVD 29 (07/19/86) 2247.0    (m)         7372.     (f) VERT ANG       
 KK1901
 KK1901.Superseded values are not recommended for survey control.
 KK1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1901.See file dsdata.txt to determine how the superseded data were derived.
 KK1901
 KK1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE7707303976(NAD 83)
 KK1901_MARKER: DD = SURVEY DISK
 KK1901_SETTING: 66 = SET IN ROCK OUTCROP
 KK1901_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 KK1901
 KK1901  HISTORY     - Date     Condition        Report By
 KK1901  HISTORY     - 1977     MONUMENTED       CO-059
 KK1901
 KK1901                          STATION DESCRIPTION
 KK1901
 KK1901'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1901'THE STATION IS LOCATED 4 MILES SOUTHWEST OF GOLDEN, 1.2 MILES
 KK1901'NORTHEAST OF THE JUNCTION OF CRAWFORD GULCH AND TUCKER GULCH
 KK1901'ROADS, AND 0.4 MILE NORTH OF THE CENTER OF SECTION 18, T 3 S, R 70
 KK1901'W.
 KK1901'
 KK1901'TO REACH THE STATION FROM THE JEFFERSON COUNTY COURTHOUSE IN
 KK1901'GOLDEN, GO NORTH ON STATE HIGHWAY 93 FOR 2 MILES TO THE
 KK1901'INTERSECTION WITH COUNTY ROAD 70 FROM GOLDEN GATE CANYON ON THE
 KK1901'LEFT.  TURN LEFT AND GO WEST ON GOLDEN GATE CANYON ROAD 3.7
 KK1901'MILES.  TURN RIGHT AND GO NORTH ONTO A DIRT ROAD WITH AN
 KK1901'UNLOCKED GATE.  GO NORTH ON THIS ROAD BETWEEN BARN AND NEW
 KK1901'SILVER BUILDING 0.8 MILE TO A LARGE OPEN MEADOWS.  TURN RIGHT
 KK1901'ON JEEP TRAIL WITH LONE PINE TREE. DRIVE EAST ON THIS TRAIL
 KK1901'0.2 MILE TO UNLOCKED GATE.  DRIVE 0.1 MILE PAST GATE TO FORK
 KK1901'IN ROAD.  TAKE RIGHT HAND FORK WHICH CURVES AROUND 0.1 MILE
 KK1901'TO LARGEST HILL IN AREA COVERED WITH PINE TREES.  CONTINUE
 KK1901'EAST 0.3 MILE TO GRASSY KNOB WITH FEW TREES.  STATION IS SET
 KK1901'IN LOW ROCK OUTCROP.
 KK1901'
 KK1901'THE STATION MARK, STAMPED---34 JCMD 1977---, IS A 3-INCH BRONZE
 KK1901'DISK CEMENTED IN A DRILL HOLE IN BEDROCK 100 FEET SOUTH OF
 KK1901'HIGHEST POINT OF HILL AND 65 FEET SOUTHEAST OF LONE TREE BY
 KK1901'ROCK OUTCROP.
 KK1901'
 KK1901'REFERENCE MARK 1, STAMPED---34 JCMD RM 1 1977---, IS A 3-INCH
 KK1901'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK 46 FEET EAST
 KK1901'OF THE STATION.
 KK1901'
 KK1901'REFERENCE MARK 2, STAMPED---34 JCMD RM 2 1977---, IS A 3-INCH
 KK1901'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK 54 FEET
 KK1901'NORTHWEST OF THE STATION.
 KK1901'
 KK1901'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0020 ***********************************************************************
 LK0020  DESIGNATION -  3469
 LK0020  PID         -  LK0020
 LK0020  STATE/COUNTY-  CO/SEDGWICK
 LK0020  USGS QUAD   -  JULESBURG (1984)
 LK0020
 LK0020                         *CURRENT SURVEY CONTROL
 LK0020  ___________________________________________________________________
 LK0020* NAD 83(1986)-  40 59 07.     (N)    102 15 46.     (W)     SCALED    
 LK0020* NAVD 88     -      1057.291  (meters)    3468.80   (feet)  ADJUSTED  
 LK0020  ___________________________________________________________________
 LK0020  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 LK0020  DYNAMIC HT  -        1056.596 (meters)    3466.52  (feet)  COMP
 LK0020  MODELED GRAV-     979,930.7   (mgal)                       NAVD 88
 LK0020
 LK0020  VERT ORDER  -  FIRST     CLASS II
 LK0020
 LK0020.The horizontal coordinates were scaled from a topographic map and have
 LK0020.an estimated accuracy of +/- 6 seconds.
 LK0020
 LK0020.The orthometric height was determined by differential leveling
 LK0020.and adjusted by the National Geodetic Survey in June 1991..
 LK0020
 LK0020.The geoid height was determined by GEOID03.
 LK0020
 LK0020.The dynamic height is computed by dividing the NAVD 88
 LK0020.geopotential number by the normal gravity value computed on the
 LK0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0020.degrees latitude (g = 980.6199 gals.).
 LK0020
 LK0020.The modeled gravity was interpolated from observed gravity values.
 LK0020
 LK0020;                    North         East    Units  Estimated Accuracy
 LK0020;SPC CO N     -   493,200.    1,186,780.      MT  (+/- 180 meters Scaled)
 LK0020
 LK0020                          SUPERSEDED SURVEY CONTROL
 LK0020
 LK0020  NGVD 29 (02/14/92) 1056.825  (m)         3467.27   (f) ADJUSTED    1 2
 LK0020
 LK0020.Superseded values are not recommended for survey control.
 LK0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0020.See file dsdata.txt to determine how the superseded data were derived.
 LK0020
 LK0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF302407(NAD 83)
 LK0020_MARKER: DD = SURVEY DISK
 LK0020_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LK0020_SP_SET: SHALLOW-SET PIPE
 LK0020_STAMPING: 3469 SIDNEY
 LK0020_MARK LOGO: USGS  
 LK0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LK0020
 LK0020  HISTORY     - Date     Condition        Report By
 LK0020  HISTORY     - UNK      MONUMENTED       USGS
 LK0020  HISTORY     - 1934     GOOD             NGS
 LK0020  HISTORY     - 1986     GOOD             NGS
 LK0020
 LK0020                          STATION DESCRIPTION
 LK0020
 LK0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LK0020'AT JULESBURG.
 LK0020'AT JULESBURG, 86 FEET NORTHEAST OF THE NORTHEAST WALL OF THE
 LK0020'UNION PACIFIC RAILROAD STATION, IN THE SOUTH CORNER OF THE
 LK0020'RAILROAD PARK, 37-1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 LK0020'NORTHWEST TRACK, 22.9 FEET NORTHWEST OF A BRICK PLATFORM, ON THE
 LK0020'SOUTHWEST SIDE OF A LOW CONCRETE WALL, 22.4 FEET NORTHWEST OF THE
 LK0020'CORNER OF THE PARK FENCE, 1.7 FEET SOUTHWEST OF THE FENCE, UNDER
 LK0020'THE NORTHEAST EDGE OF A CONCRETE SIDEWALK, BENEATH A CAST IRON
 LK0020'COVER, AND ABOUT 1 FOOT LOWER THAN THE SIDEWALK.  U. S. GEOLOGICAL
 LK0020'SURVEY STANDARD CAP, STAMPED 3469 SIDNEY AND RIVETED ON THE TOP OF
 LK0020'A 3-1/2 IRON PIPE IN AN 8 INCH BRICKLINED HOLE.
 LK0020
 LK0020                          STATION RECOVERY (1986)
 LK0020
 LK0020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LK0020'RECOVERED IN GOOD CONDITION.  THE 1934 DESCRIPTION IS ADEQUATE EXCEPT
 LK0020'ADD--11.6 METERS (38 FT) NORTHWEST OF THE NORTHWEST RAIL AND 1.6
 LK0020'METERS (5.3 FT) WEST OF A POWER POLE WITH A TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0588 ***********************************************************************
 LM0588  DESIGNATION -  35
 LM0588  PID         -  LM0588
 LM0588  STATE/COUNTY-  CO/JACKSON
 LM0588  USGS QUAD   -  BUFFALO PEAK (1956)
 LM0588
 LM0588                         *CURRENT SURVEY CONTROL
 LM0588  ___________________________________________________________________
 LM0588* NAD 83(1992)-  40 28 59.39317(N)    106 17 31.64948(W)     ADJUSTED  
 LM0588* NAVD 88     -      2837.8    (meters)    9310.     (feet)  VERTCON   
 LM0588  ___________________________________________________________________
 LM0588  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 LM0588  GEOID HEIGHT-         -12.11  (meters)                     GEOID03
 LM0588
 LM0588  HORZ ORDER  -  SECOND
 LM0588
 LM0588.The horizontal coordinates were established by classical geodetic methods
 LM0588.and adjusted by the National Geodetic Survey in January 1993..
 LM0588
 LM0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0588
 LM0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0588
 LM0588.The geoid height was determined by GEOID03.
 LM0588
 LM0588;                    North         East     Units Scale Factor Converg.
 LM0588;SPC CO N     -   432,768.553   847,241.634   MT  0.99996505   -0 30 42.5
 LM0588;SPC CO N     - 1,419,841.49  2,779,658.59   sFT  0.99996505   -0 30 42.5
 LM0588;UTM  13      - 4,482,187.820   390,484.435   MT  0.99974763   -0 50 20.3
 LM0588
 LM0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0588!SPC CO N     -   0.99955694  x   0.99996505  =   0.99952200
 LM0588!UTM  13      -   0.99955694  x   0.99974763  =   0.99930468
 LM0588
 LM0588:                Primary Azimuth Mark                     Grid Az
 LM0588:SPC CO N     -  35 AZ MK                                 030 35 27.0
 LM0588:UTM  13      -  35 AZ MK                                 030 55 04.8
 LM0588
 LM0588|---------------------------------------------------------------------|
 LM0588| PID    Reference Object                     Distance      Geod. Az  |
 LM0588|                                                           dddmmss.s |
 LM0588| CP5230 35 AZ MK                                           0300444.5 |
 LM0588| CP5231 35 RM 1                               6.411 METERS 10633     |
 LM0588| CP5232 35 RM 2                              11.300 METERS 31144     |
 LM0588|---------------------------------------------------------------------|
 LM0588
 LM0588                          SUPERSEDED SURVEY CONTROL
 LM0588
 LM0588  NAD 83(1986)-  40 28 59.38771(N)    106 17 31.64353(W) AD(       ) 2
 LM0588  NAD 27      -  40 28 59.46100(N)    106 17 29.54500(W) AD(       ) 2
 LM0588  NGVD 29 (07/19/86) 2836.3    (m)         9305.     (f) VERT ANG       
 LM0588
 LM0588.Superseded values are not recommended for survey control.
 LM0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0588.See file dsdata.txt to determine how the superseded data were derived.
 LM0588
 LM0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE9048482188(NAD 83)
 LM0588_MARKER: DD = SURVEY DISK
 LM0588_SETTING: 66 = SET IN ROCK OUTCROP
 LM0588
 LM0588  HISTORY     - Date     Condition        Report By
 LM0588  HISTORY     - 1949     MONUMENTED       USFS
 LM0588  HISTORY     - 1956     GOOD             USGS
 LM0588
 LM0588                          STATION DESCRIPTION
 LM0588
 LM0588'DESCRIBED BY US FOREST SERVICE 1949 (DHK)
 LM0588'THE STATION IS LOCATED ON THE HIGHEST POINT AND SOUTHEASTERN
 LM0588'END OF A BARE RIDGE WHICH RUNS IN A NORTH-SOUTH DIRECTION, DROPS
 LM0588'VERY SHARPLY ON THE SOUTH AND WEST SIDES, HAS A SCATTERING ROW
 LM0588'OF SPRUCE TREES ALONG THE TOP, IS ABOUT 17.0 MILES AIR LINE
 LM0588'SOUTH OF WALDEN AND ABOUT 6.0 MILES AIR LINE WEST-NORTHWEST OF
 LM0588'RAND.  THE STATION MARK IS A U.S. DEPARTMENT OF AGRICULTURE
 LM0588'FOREST SERVICE BRONZE DISK SET IN BEDROCK FLUSH WITH THE
 LM0588'GROUND, 6 FEET NORTH OF WHERE RIDGE DROPS SHARPLY TO THE SOUTH
 LM0588'AND 5 FEET NORTH OF A WHITE WITNESS POST IN CAIRN.  IT IS
 LM0588'STAMPED, RAS NO 35 37.
 LM0588'
 LM0588'REFERENCE MARK NO. 1 IS APPROXIMATELY 2 FEET LOWER THAN THE
 LM0588'STATION MARK, FLUSH WITH THE GROUND AND STAMPED, NO 35 NO 1
 LM0588'1949.
 LM0588'
 LM0588'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN THE
 LM0588'STATION MARK, PROJECTS 6 INCHES AND STAMPED, NO 35 NO 2 1949.
 LM0588'
 LM0588'THE AZIMUTH MARK IS ON A SMALL KNOLL 0.05 MILE SOUTH OF THE MAIN
 LM0588'ROAD, 200 FEET EAST OF A TRACK ROAD, 12 FEET SOUTH OF A WHITE
 LM0588'WITNESS POST, PROJECTS 12 INCHES AND IS STAMPED, 35 1949.
 LM0588'
 LM0588'TO REACH FROM THE POST OFFICE IN WALDEN, GO SOUTH ON STATE
 LM0588'HIGHWAY 125 FOR 18.1 MILES TO A GRADED ROAD RIGHT, WEST, AND
 LM0588'SIGNS BUFFALO RANCH 7 SHAMROCK RANCH 11.  TURN RIGHT ON GRADED
 LM0588'ROAD AND GO 1.1 MILES TO FORK.  TAKE RIGHT FORK STRAIGHT
 LM0588'AHEAD FOR 2.6 MILES TO OLD RANCH BUILDINGS ON THE RIGHT AND A
 LM0588'CATTLE GUARD ON THE LEFT, SOUTH (THE AZIMUTH MARK IS 0.05 MILE
 LM0588'SOUTH OF THIS POINT AS DESCRIBED ABOVE).  CONTINUE WEST ON
 LM0588'GRADED ROAD FOR 1.7 MILES TO FORK.  TAKE THE LEFT FORK
 LM0588'CROSSING CATTLE GUARD AND GO WEST 0.4 MILE TO A WIRE GATE ON
 LM0588'THE LEFT.  TURN LEFT PASSING THROUGH WIRE GATE AND FOLLOW DIM
 LM0588'TRACK ROAD SOUTHERLY FOR 0.25 MILE TO FORK.  TAKE DIM LEFT
 LM0588'FORK AND CONTINUE UP STEEP HILL SIDE AND ALONG MAIN
 LM0588'RIDGE IN A SOUTHERLY DIRECTION FOR 2.15 MILES TO THE STATION
 LM0588'AT THE SOUTHERN END OF RIDGE AND HIGHEST POINT.  A DRIVE
 LM0588'STATION WITH A TRUCK WITH AN EXTRA LOW GEAR.
 LM0588
 LM0588                          STATION RECOVERY (1956)
 LM0588
 LM0588'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 LM0588'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0498 ***********************************************************************
 JL0498  DESIGNATION -  35 RHM RESET
 JL0498  PID         -  JL0498
 JL0498  STATE/COUNTY-  CO/GUNNISON
 JL0498  USGS QUAD   -  CURECANTI NEEDLE (1982)
 JL0498
 JL0498                         *CURRENT SURVEY CONTROL
 JL0498  ___________________________________________________________________
 JL0498* NAD 83(1992)-  38 26 21.12088(N)    107 22 47.04337(W)     ADJUSTED  
 JL0498* NAVD 88     -      2495.895  (meters)    8188.62   (feet)  ADJUSTED  
 JL0498  ___________________________________________________________________
 JL0498  X           -  -1,494,774.217 (meters)                     COMP
 JL0498  Y           -  -4,775,749.278 (meters)                     COMP
 JL0498  Z           -   3,945,287.744 (meters)                     COMP
 JL0498  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 JL0498  ELLIP HEIGHT-        2481.13  (meters)          (12/03/02) GPS OBS
 JL0498  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 JL0498  DYNAMIC HT  -        2492.776 (meters)    8178.38  (feet)  COMP
 JL0498  MODELED GRAV-     979,288.7   (mgal)                       NAVD 88
 JL0498
 JL0498  HORZ ORDER  -  FIRST
 JL0498  VERT ORDER  -  FIRST     CLASS II
 JL0498  ELLP ORDER  -  FOURTH    CLASS II
 JL0498
 JL0498.The horizontal coordinates were established by GPS observations
 JL0498.and adjusted by the National Geodetic Survey in March 2001..
 JL0498
 JL0498.The orthometric height was determined by differential leveling
 JL0498.and adjusted by the National Geodetic Survey in June 1991..
 JL0498
 JL0498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JL0498
 JL0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0498
 JL0498.The ellipsoidal height was determined by GPS observations
 JL0498.and is referenced to NAD 83.
 JL0498
 JL0498.The geoid height was determined by GEOID03.
 JL0498
 JL0498.The dynamic height is computed by dividing the NAVD 88
 JL0498.geopotential number by the normal gravity value computed on the
 JL0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0498.degrees latitude (g = 980.6199 gals.).
 JL0498
 JL0498.The modeled gravity was interpolated from observed gravity values.
 JL0498
 JL0498;                    North         East     Units Scale Factor Converg.
 JL0498;SPC CO C     -   373,754.513   750,301.022   MT  1.00000214   -1 11 07.9
 JL0498;SPC CO C     - 1,226,226.26  2,461,612.60   sFT  1.00000214   -1 11 07.9
 JL0498;UTM  13      - 4,257,229.363   292,304.222   MT  1.00013127   -1 28 47.9
 JL0498
 JL0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0498!SPC CO C     -   0.99961085  x   1.00000214  =   0.99961299
 JL0498!UTM  13      -   0.99961085  x   1.00013127  =   0.99974207
 JL0498
 JL0498                          SUPERSEDED SURVEY CONTROL
 JL0498
 JL0498  ELLIP H (03/07/01) 2481.12   (m)                       GP(       ) 4 2
 JL0498  NAVD 88 (03/07/01) 2495.89   (m)         8188.6    (f) LEVELING    3  
 JL0498
 JL0498.Superseded values are not recommended for survey control.
 JL0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0498.See file dsdata.txt to determine how the superseded data were derived.
 JL0498
 JL0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC9230457229(NAD 83)
 JL0498_MARKER: DB = BENCH MARK DISK
 JL0498_SETTING: 66 = SET IN ROCK OUTCROP
 JL0498_SP_SET: ROCK OUTCROP
 JL0498_STAMPING: 35 RHM 1955 RESET 1967
 JL0498_MARK LOGO: USGS  
 JL0498_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JL0498_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0498+STABILITY: POSITION/ELEVATION WELL
 JL0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0498+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2000
 JL0498
 JL0498  HISTORY     - Date     Condition        Report By
 JL0498  HISTORY     - 1967     MONUMENTED       USGS
 JL0498  HISTORY     - 1984     GOOD             NGS
 JL0498  HISTORY     - 20000217 GOOD             CODOT
 JL0498
 JL0498                          STATION DESCRIPTION
 JL0498
 JL0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0498'48.1 KM (29.9 MI) WEST FROM GUNNISON.
 JL0498'48.1 KM (29.9 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JL0498'WITH STATE HIGHWAY 135 IN GUNNISON, IN THE CENTER OF AN 8 BY 10 FOOT
 JL0498'EXPOSED AREA OF OUTCROPPING BEDROCK, 2.7 KM (1.7 MI) WEST OF THE BLUE
 JL0498'MESA POINT POST OFFICE, 141.5 M (464.2 FT) WEST OF THE CENTER OF A
 JL0498'DRIVEWAY LEADING SOUTH, 35.3 M (115.8 FT) SOUTH OF THE CENTERLINE OF
 JL0498'THE HIGHWAY, AND 30.3 M (99.4 FT) WEST OF THE WEST EDGE OF A SMALL
 JL0498'ASPEN GROVE.
 JL0498'THE MARK IS 5.2 METERS  S FROM  A WITNESS POST AND FENCE
 JL0498'THE MARK IS 9.0 M BELOW THE HIGHWAY.
 JL0498
 JL0498                          STATION RECOVERY (2000)
 JL0498
 JL0498'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2000 (RSC)
 JL0498'THE STATION IS LOCATED ABOUT 4.4 MI (7.1 KM) WEST OF SAPINERO, 2.4 MI
 JL0498'(3.9 KM) WEST OF THE BLUE MESA RESERVIOR DAM AND 2.1 MI (3.4 KM)
 JL0498'SOUTHEAST OF CURECANTI NEEDLE, IN THE SOUTHEAST 1/4 OF SECTION 1, T 48
 JL0498'N, R 5 W, AT U.S.  HIGHWAY 50 MILEPOST 127.35.  OWNERSHIP--UNKNOWN
 JL0498'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 50 AND THE
 JL0498'ROAD GOING UPHILL TO THE STORES AT SAPINERO, GO WEST ON U.S. HIGHWAY
 JL0498'50 FOR 5.65 MI (9.09 KM) TO THE STATION ON THE LEFT.  FROM THE
 JL0498'INTERSECTION OF U.S.  HIGHWAY 50 AND STATE HIGHWAY 135 IN GUNNISON, GO
 JL0498'WEST ON U.S.  HIGHWAY 50 FOR 29.9 MI (48.1 KM) TO THE STATION ON THE
 JL0498'LEFT.  IT IS 1.7 MI (2.7 KM) WEST OF THE BLUE MESA POINT POST OFFICE
 JL0498'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A 2.4 M (7.9 FT) BY
 JL0498'3.0 M (9.8 FT) LARGE VOLCANIC ROCK PROJECTING 30 CM ABOVE THE GROUND.
 JL0498'IT IS 141.5 M (464.2 FT) WEST-SOUTHWEST FROM THE CENTER OF A ROAD
 JL0498'LEADING SOUTH, 35.3 M (115.8 FT) SOUTH-SOUTHEAST FROM THE CENTER LINE
 JL0498'OF THE HIGHWAY, 30.3 M (99.4 FT) WEST-SOUTHWEST FROM THE WEST EDGE OF
 JL0498'A SMALL ASPEN GROVE, 5.2 M (17.1 FT) SOUTH FROM A WITNESS POST AND
 JL0498'RIGHT-OF-WAY FENCE AND ABOUT 9 M (29.5 FT) BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1759 ***********************************************************************
 KK1759  DESIGNATION -  36
 KK1759  PID         -  KK1759
 KK1759  STATE/COUNTY-  CO/JEFFERSON
 KK1759  USGS QUAD   -  ARVADA (1994)
 KK1759
 KK1759                         *CURRENT SURVEY CONTROL
 KK1759  ___________________________________________________________________
 KK1759* NAD 83(1992)-  39 48 09.53115(N)    105 05 15.93971(W)     ADJUSTED  
 KK1759* NAVD 88     -      1639.0    (meters)    5377.     (feet)  VERTCON   
 KK1759  ___________________________________________________________________
 KK1759  LAPLACE CORR-         -12.06  (seconds)                    DEFLEC99
 KK1759  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 KK1759
 KK1759  HORZ ORDER  -  SECOND
 KK1759
 KK1759.The horizontal coordinates were established by classical geodetic methods
 KK1759.and adjusted by the National Geodetic Survey in January 1993..
 KK1759
 KK1759.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1759
 KK1759.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1759
 KK1759.The geoid height was determined by GEOID03.
 KK1759
 KK1759;                    North         East     Units Scale Factor Converg.
 KK1759;SPC CO C     -   523,497.604   949,705.899   MT  1.00001084   +0 15 36.0
 KK1759;SPC CO C     - 1,717,508.39  3,115,826.77   sFT  1.00001084   +0 15 36.0
 KK1759;UTM  13      - 4,405,857.083   492,487.223   MT  0.99960069   -0 03 22.2
 KK1759
 KK1759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1759!SPC CO C     -   0.99974556  x   1.00001084  =   0.99975639
 KK1759!UTM  13      -   0.99974556  x   0.99960069  =   0.99934635
 KK1759
 KK1759:                Primary Azimuth Mark                     Grid Az
 KK1759:SPC CO C     -  36 AZ MK                                 028 34 34.4
 KK1759:UTM  13      -  36 AZ MK                                 028 53 32.6
 KK1759
 KK1759|---------------------------------------------------------------------|
 KK1759| PID    Reference Object                     Distance      Geod. Az  |
 KK1759|                                                           dddmmss.s |
 KK1759| CP7085 36 AZ MK                                           0285010.4 |
 KK1759| CP7086 36 RM 1                               6.134 METERS 07409     |
 KK1759| CP7087 36 RM 2                               3.932 METERS 29623     |
 KK1759|---------------------------------------------------------------------|
 KK1759
 KK1759                          SUPERSEDED SURVEY CONTROL
 KK1759
 KK1759  NAD 83(1986)-  39 48 09.52671(N)    105 05 15.93731(W) AD(       ) 2
 KK1759  NAD 27      -  39 48 09.57621(N)    105 05 13.99285(W) AD(       ) 2
 KK1759  NGVD 29 (07/19/86) 1638.0    (m)         5374.     (f) VERT ANG       
 KK1759
 KK1759.Superseded values are not recommended for survey control.
 KK1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1759.See file dsdata.txt to determine how the superseded data were derived.
 KK1759
 KK1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE9248705857(NAD 83)
 KK1759_MARKER: DD = SURVEY DISK
 KK1759_SETTING: 0 = UNSPECIFIED SETTING
 KK1759
 KK1759  HISTORY     - Date     Condition        Report By
 KK1759  HISTORY     - 1977     MONUMENTED       CO-059
 KK1759
 KK1759                          STATION DESCRIPTION
 KK1759
 KK1759'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1759'THE STATION IS LOCATED ATOP THE STEEPLE OF THE ARVADA CITY HALL
 KK1759'ON WEST 58TH AVENUE AND ALLISON STREET.
 KK1759'
 KK1759'THE STATION MARK, STAMPED---36 JCMD 1977---, IS A 3-INCH BRONZE
 KK1759'DISK CEMENTED IN A DRILL HOLE IN THE PARAPET WALL OF THE
 KK1759'STEEPLE TOP.
 KK1759'
 KK1759'REFERENCE MARK 1, STAMPED---36 JCMD RM 1 1977---, IS A 3-INCH
 KK1759'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER
 KK1759'OF THE PARAPET WALL OF THE STEEPLE.
 KK1759'
 KK1759'REFERENCE MARK 2, STAMPED---36 JCMD RM 2 1977---, IS A 3-INCH
 KK1759'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE NORTHWEST CORNER
 KK1759'OF THE PARAPET WALL OF THE STEEPLE.
 KK1759'
 KK1759'THE AZIMUTH MARK, STAMPED---036 JCMD AZMK 1977---, IS A 3-INCH
 KK1759'BRONZE DISK.  IT IS LOCATED IN THE PARK TO THE NORTH OF THE
 KK1759'COUTHOUSE ON THE SOUTH CURB OF BARBARA ANN STREET, 17.5 FEET
 KK1759'SOUTH FROM THE CENTERLINE OF BARBARA ANN STREET, 75.5 FEET
 KK1759'WEST-SOUTHWEST FROM THE CENTER OF A SEWER MANHOLE, AND 44 FEET
 KK1759'EAST FROM THE CENTER OF A STORM SEWER GRATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE7689 ***********************************************************************
 AE7689  DESIGNATION -  366+25.8 368+67.6 66 29 C
 AE7689  PID         -  AE7689
 AE7689  STATE/COUNTY-  CO/GILPIN
 AE7689  USGS QUAD   -  BLACK HAWK (1963)
 AE7689
 AE7689                         *CURRENT SURVEY CONTROL
 AE7689  ___________________________________________________________________
 AE7689* NAD 83(1986)-  39 51 09.     (N)    105 28 48.     (W)     SCALED    
 AE7689* NAVD 88     -      2754.80   (meters)    9038.0    (feet)  RESET     
 AE7689  ___________________________________________________________________
 AE7689  GEOID HEIGHT-         -13.47  (meters)                     GEOID03
 AE7689
 AE7689  VERT ORDER  -  THIRD
 AE7689
 AE7689.The horizontal coordinates were scaled from a topographic map and have
 AE7689.an estimated accuracy of +/- 6 seconds.
 AE7689
 AE7689.The orthometric height was computed from unverified reset data.
 AE7689
 AE7689.The geoid height was determined by GEOID03.
 AE7689
 AE7689;                    North         East    Units  Estimated Accuracy
 AE7689;SPC CO N     -   362,440.      916,110.      MT  (+/- 180 meters Scaled)
 AE7689
 AE7689                          SUPERSEDED SURVEY CONTROL
 AE7689
 AE7689.No superseded survey control is available for this station.
 AE7689
 AE7689_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE589114(NAD 83)
 AE7689_MARKER: DD = SURVEY DISK
 AE7689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7689_STAMPING: 366+25.8 368+67.6 66 29C
 AE7689_MARK LOGO: CODH  
 AE7689_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE7689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7689+STABILITY: SURFACE MOTION
 AE7689_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE7689+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2005
 AE7689
 AE7689  HISTORY     - Date     Condition        Report By
 AE7689  HISTORY     - 1994     MONUMENTED       NGS
 AE7689  HISTORY     - 20020921 GOOD             USPSQD
 AE7689  HISTORY     - 20050909 GOOD             USPSQD
 AE7689
 AE7689                          STATION DESCRIPTION
 AE7689
 AE7689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RSC)
 AE7689'TO REACH THE STATION FROM THE INTERSECTION OF THE RAILROAD TRACKS AND
 AE7689'STATE HIGHWAY 119 IN THE TOWN OF ROLLINSVILLE, GO 6.5 MI (10.5 KM)
 AE7689'SOUTH ON STATE HIGHWAY 119 TO THE STATION ON THE LEFT.  THE MARK IS A
 AE7689'STANDARD U.  S.  BUREAU OF PUBLIC ROADS MARKER IN THE TOP OF A 15 CM
 AE7689'CONCRETE POST WHICH IS RECESSED 4 CM BELOW THE GROUND.  36.05 M
 AE7689'(118.27 FT) WEST FROM A CULVERT, 20.2 M (66.3 FT) SOUTH FROM THE
 AE7689'CENTER LINE OF STATE HIGHWAY 119 AND 0.2 M (0.7 FT) EAST FROM A
 AE7689'WITNESS POST.
 AE7689
 AE7689                          STATION RECOVERY (2002)
 AE7689
 AE7689'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AE7689'RECOVERED IN GOOD CONDITION.
 AE7689
 AE7689                          STATION RECOVERY (2005)
 AE7689
 AE7689'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 AE7689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0659 ***********************************************************************
 LL0659  DESIGNATION -  3695.57
 LL0659  PID         -  LL0659
 LL0659  STATE/COUNTY-  CO/BOULDER
 LL0659  USGS QUAD   -  GOLD HILL (1978)
 LL0659
 LL0659                         *CURRENT SURVEY CONTROL
 LL0659  ___________________________________________________________________
 LL0659* NAD 83(1986)-  40 06 26.     (N)    105 29 05.     (W)     SCALED    
 LL0659* NAVD 88     -      2651.418  (meters)    8698.86   (feet)  ADJUSTED  
 LL0659  ___________________________________________________________________
 LL0659  GEOID HEIGHT-         -13.34  (meters)                     GEOID03
 LL0659  DYNAMIC HT  -        2648.489 (meters)    8689.25  (feet)  COMP
 LL0659  MODELED GRAV-     979,424.0   (mgal)                       NAVD 88
 LL0659
 LL0659  VERT ORDER  -  SECOND    CLASS 0
 LL0659
 LL0659.The horizontal coordinates were scaled from a topographic map and have
 LL0659.an estimated accuracy of +/- 6 seconds.
 LL0659
 LL0659.The orthometric height was determined by differential leveling
 LL0659.and adjusted by the National Geodetic Survey in June 1991..
 LL0659
 LL0659.The geoid height was determined by GEOID03.
 LL0659
 LL0659.The dynamic height is computed by dividing the NAVD 88
 LL0659.geopotential number by the normal gravity value computed on the
 LL0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0659.degrees latitude (g = 980.6199 gals.).
 LL0659
 LL0659.The modeled gravity was interpolated from observed gravity values.
 LL0659
 LL0659;                    North         East    Units  Estimated Accuracy
 LL0659;SPC CO N     -   390,730.      915,700.      MT  (+/- 180 meters Scaled)
 LL0659
 LL0659                          SUPERSEDED SURVEY CONTROL
 LL0659
 LL0659  NGVD 29 (??/??/92) 2650.050  (m)         8694.37   (f) ADJ UNCH    2 0
 LL0659
 LL0659.Superseded values are not recommended for survey control.
 LL0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0659.See file dsdata.txt to determine how the superseded data were derived.
 LL0659
 LL0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE586397(NAD 83)
 LL0659_MARKER: DD = SURVEY DISK
 LL0659_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LL0659_SP_SET: BRIDGE
 LL0659_STAMPING: 3695.57
 LL0659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0659
 LL0659  HISTORY     - Date     Condition        Report By
 LL0659  HISTORY     - UNK      MONUMENTED       BPR
 LL0659  HISTORY     - 1951     GOOD             NGS
 LL0659  HISTORY     - 19950911 MARK NOT FOUND   USPSQD
 LL0659  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL0659  HISTORY     - 20021007 MARK NOT FOUND   USPSQD
 LL0659  HISTORY     - 20050914 MARK NOT FOUND   USPSQD
 LL0659
 LL0659                          STATION DESCRIPTION
 LL0659
 LL0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LL0659'4.1 MI NE FROM WARD.
 LL0659'0.4 MILE NORTHEAST ALONG A WINDING ROAD FROM THE POST OFFICE
 LL0659'AT WARD, THENCE 3.7 MILES NORTHEAST ALONG STATE HIGHWAY 160, 14
 LL0659'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 LL0659'TOP OF THE SOUTH END OF THE NORTH WINGWALL OF A CONCRETE BRIDGE
 LL0659'OVER SOUTH ST. VRAIN CREEK.
 LL0659
 LL0659                          STATION RECOVERY (1995)
 LL0659
 LL0659'RECOVERY NOTE BY US POWER SQUADRON 1995
 LL0659'MARK NOT FOUND.
 LL0659
 LL0659                          STATION RECOVERY (2001)
 LL0659
 LL0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0659'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL0659
 LL0659                          STATION RECOVERY (2002)
 LL0659
 LL0659'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 LL0659'MARK NOT FOUND.
 LL0659
 LL0659                          STATION RECOVERY (2005)
 LL0659
 LL0659'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 LL0659'THE POSITION WAS CONFIRMED BY GPS.  THE NORTH WINGWALL OF THE CONCRETE
 LL0659'BRIDGE OVER SOUTH ST. VRAIN CREEK IS 25 FEET SOUTHWEST OF THE CENTER
 LL0659'LINE OF STATE HWY. 72
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1756 ***********************************************************************
 KK1756  DESIGNATION -  37
 KK1756  PID         -  KK1756
 KK1756  STATE/COUNTY-  CO/JEFFERSON
 KK1756  USGS QUAD   -  ARVADA (1994)
 KK1756
 KK1756                         *CURRENT SURVEY CONTROL
 KK1756  ___________________________________________________________________
 KK1756* NAD 83(1992)-  39 47 13.69372(N)    105 03 38.45358(W)     ADJUSTED  
 KK1756* NAVD 88     -      1651.0    (meters)    5417.     (feet)  VERTCON   
 KK1756  ___________________________________________________________________
 KK1756  LAPLACE CORR-         -11.01  (seconds)                    DEFLEC99
 KK1756  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 KK1756
 KK1756  HORZ ORDER  -  SECOND
 KK1756
 KK1756.The horizontal coordinates were established by classical geodetic methods
 KK1756.and adjusted by the National Geodetic Survey in January 1993..
 KK1756
 KK1756.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1756
 KK1756.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1756
 KK1756.The geoid height was determined by GEOID03.
 KK1756
 KK1756;                    North         East     Units Scale Factor Converg.
 KK1756;SPC CO C     -   521,786.347   952,033.292   MT  1.00000756   +0 16 37.5
 KK1756;SPC CO C     - 1,711,894.04  3,123,462.56   sFT  1.00000756   +0 16 37.5
 KK1756;UTM  13      - 4,404,133.719   494,804.193   MT  0.99960033   -0 02 19.8
 KK1756
 KK1756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1756!SPC CO C     -   0.99974368  x   1.00000756  =   0.99975124
 KK1756!UTM  13      -   0.99974368  x   0.99960033  =   0.99934411
 KK1756
 KK1756|---------------------------------------------------------------------|
 KK1756| PID    Reference Object                     Distance      Geod. Az  |
 KK1756|                                                           dddmmss.s |
 KK1756| CP7089 37 RM 1                              15.804 METERS 04217     |
 KK1756| CP7090 37 RM 2                              18.626 METERS 14658     |
 KK1756| CP7088 37 AZ MK                                           2054103.2 |
 KK1756|---------------------------------------------------------------------|
 KK1756
 KK1756                          SUPERSEDED SURVEY CONTROL
 KK1756
 KK1756  NAD 83(1986)-  39 47 13.68989(N)    105 03 38.45173(W) AD(       ) 2
 KK1756  NAD 27      -  39 47 13.73908(N)    105 03 36.51006(W) AD(       ) 2
 KK1756  NGVD 29 (07/19/86) 1650.1    (m)         5414.     (f) VERT ANG       
 KK1756
 KK1756.Superseded values are not recommended for survey control.
 KK1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1756.See file dsdata.txt to determine how the superseded data were derived.
 KK1756
 KK1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE9480404134(NAD 83)
 KK1756_MARKER: DD = SURVEY DISK
 KK1756_SETTING: 0 = UNSPECIFIED SETTING
 KK1756
 KK1756  HISTORY     - Date     Condition        Report By
 KK1756  HISTORY     - 1977     MONUMENTED       CO-059
 KK1756
 KK1756                          STATION DESCRIPTION
 KK1756
 KK1756'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1756'THE STATION IS LOCATED IN A PARK NAMED INSPIRATION POINT IN THE
 KK1756'NORTHWEST CORNER OF DENVER, SEVERAL HUNDRED FEET NORTH OF
 KK1756'INTERSTATE HIGHWAY 70 AND WEST OF SHERIDAN BOULEVARD IN THE
 KK1756'SOUTHEAST 1/4 OF SECTION 13, T 3 S, R 69 W.
 KK1756'
 KK1756'TO REACH THE STATION FROM THE JUNCTION OF I-70 AND SHERIDAN
 KK1756'BOULEVARD GO NORTH ON SHERIDAN 0.1 MILE TO A PARK ENTRANCE ON
 KK1756'THE LEFT.  TURN LEFT, GO 0.2 MILE TO THE HIGHEST AND WESTERN
 KK1756'MOST POINT OF THE CIRCLE DRIVE.
 KK1756'
 KK1756'TO REACH THE AZIMUTH MARK, GO WEST FROM THE JUNCTION OF I-70
 KK1756'AND SHERIDAN BOULEVARD ALONG WEST 46TH AVENUE, WHICH IS THE
 KK1756'NORTH FRONTAGE ROAD OF THE INTERSTATE, TO HARLAN STREET.  CLIMB
 KK1756'UP A CONCRETE BANK TO THE NORTHWEST CORNER OF THE OVERPASS.
 KK1756'
 KK1756'THE STATION MARK, STAMPED---37 JCMD 1977---, IS A 3-INCH BRONZE
 KK1756'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE CONCRETE WALL
 KK1756'AT A POINT DIRECTLY WEST OF THE CENTER OF THE CIRCULAR PARKING
 KK1756'AREA.
 KK1756'
 KK1756'REFERENCE MARK 1, STAMPED---37 JCMD RM 1 1977---, IS A 3-INCH
 KK1756'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE CONCRETE
 KK1756'WALL 39 FEET NORTHEAST OF THE STATION AT THE WESTERN MOST POINT
 KK1756'OF THE CIRCLE.
 KK1756'
 KK1756'REFERENCE MARK 2, STAMPED---37 JCMD RM 2 1977---, IS A 3-INCH
 KK1756'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE TOP OF THE CONCRETE
 KK1756'WALL 78 FEET SOUTHEAST OF THE STATION AT THE WESTERN MOST
 KK1756'POINT OF THE CIRCLE.
 KK1756'
 KK1756'THE AZIMUTH MARK, STAMPED---37 JCMD AZM 1977---, IS A 3-INCH
 KK1756'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE AT THE
 KK1756'NORTHWEST CORNER OF THE I-70 OVERPASS OVER HARLAN STREET AND
 KK1756'1 FOOT NORTH OF THE GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0789 ***********************************************************************
 KL0789  DESIGNATION -  37 RDS
 KL0789  PID         -  KL0789
 KL0789  STATE/COUNTY-  CO/PITKIN
 KL0789  USGS QUAD   -  INDEPENDENCE PASS (1994)
 KL0789
 KL0789                         *CURRENT SURVEY CONTROL
 KL0789  ___________________________________________________________________
 KL0789* NAD 83(1992)-  39 06 15.60132(N)    106 34 29.15551(W)     ADJUSTED  
 KL0789* NAVD 88     -      3743.70   (+/-2cm)   12282.5    (feet)  VERTCON   
 KL0789  ___________________________________________________________________
 KL0789  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 KL0789  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 KL0789
 KL0789  HORZ ORDER  -  THIRD
 KL0789  VERT ORDER  -  THIRD ? (See Below)
 KL0789
 KL0789.The horizontal coordinates were established by classical geodetic methods
 KL0789.and adjusted by the National Geodetic Survey in January 1993..
 KL0789
 KL0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0789.The vertical order pertains to the NGVD 29 superseded value.
 KL0789
 KL0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0789
 KL0789.The geoid height was determined by GEOID03.
 KL0789
 KL0789;                    North         East     Units Scale Factor Converg.
 KL0789;SPC CO C     -   446,440.707   821,443.779   MT  0.99993591   -0 40 40.2
 KL0789;SPC CO C     - 1,464,697.55  2,695,020.13   sFT  0.99993591   -0 40 40.2
 KL0789;UTM  13      - 4,329,535.126   363,835.247   MT  0.99982830   -0 59 36.3
 KL0789
 KL0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0789!SPC CO C     -   0.99941502  x   0.99993591  =   0.99935097
 KL0789!UTM  13      -   0.99941502  x   0.99982830  =   0.99924343
 KL0789
 KL0789                          SUPERSEDED SURVEY CONTROL
 KL0789
 KL0789  NAD 83(1986)-  39 06 15.59208(N)    106 34 29.15627(W) AD(       ) 3
 KL0789  NGVD 29 (11/04/91) 3741.77   (m)        12276.1    (f) LEVELING    3  
 KL0789
 KL0789.Superseded values are not recommended for survey control.
 KL0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0789.See file dsdata.txt to determine how the superseded data were derived.
 KL0789
 KL0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD6383529535(NAD 83)
 KL0789_MARKER: DD = SURVEY DISK
 KL0789_SETTING: 80 = SET IN A BOULDER
 KL0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0789+STABILITY: SURFACE MOTION
 KL0789
 KL0789  HISTORY     - Date     Condition        Report By
 KL0789  HISTORY     - 1959     MONUMENTED       USGS
 KL0789  HISTORY     - 19950817 MARK NOT FOUND   USPSQD
 KL0789
 KL0789                          STATION DESCRIPTION
 KL0789
 KL0789'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 KL0789'THE STATION IS LOCATED 6.5 MI. S. OF AND 13.5 MI. E. OF ASPEN,
 KL0789'COLORADO.  THE STATION IS 1/2 MI. SW. OF THE SUMMIT OF INDEPENDENCE
 KL0789'PASS ON THE CONTINENTAL DIVIDE.
 KL0789'
 KL0789'TO REACH THE STATION FROM ASPEN, COLORADO, POST OFFICE, GO E. ON
 KL0789'COLORADO STATE HIGHWAY 82 TOWARD INDEPENDENCE PASS FOR 21 MI. TO
 KL0789'SUMMIT OF THE PASS.  CONTINUE E. 200 FT. E. OF THE SUMMIT TO A RD.
 KL0789'JUNCTION.  TAKE THE RIGHT FORK FOR 0.1 MI. TO A RD. --Y--.  TAKE THE
 KL0789'RIGHT FORK AND CONTINUE ALONG THE RD. TO THE SW. FOR 0.7 MI. TO
 KL0789'STATION.  THE TABLET IS 60 FT. N. OF THE RD. AND 250 FT. S. OF THE
 KL0789'SE. CORNER OF A FENCED TEST PLOT.  NO REFERENCE MARKS OR AZIMUTH
 KL0789'MARKS ESTABLISHED.
 KL0789'
 KL0789'STATION MARK--STANDARD USGS TABLET CEMENTED IN THE TOP OF A 2 BY 4
 KL0789'FT. BOULDER PROJECTING 0.8 FT. ABOVE THE GROUND, STAMPED---37 RDS
 KL0789'1959---.
 KL0789'
 KL0789'REFERENCE MARKS--NONE.
 KL0789
 KL0789                          STATION RECOVERY (1995)
 KL0789
 KL0789'RECOVERY NOTE BY US POWER SQUADRON 1995
 KL0789'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1788 ***********************************************************************
 KK1788  DESIGNATION -  38
 KK1788  PID         -  KK1788
 KK1788  STATE/COUNTY-  CO/JEFFERSON
 KK1788  USGS QUAD   -  GOLDEN (1994)
 KK1788
 KK1788                         *CURRENT SURVEY CONTROL
 KK1788  ___________________________________________________________________
 KK1788* NAD 83(1992)-  39 49 07.96026(N)    105 14 31.42655(W)     ADJUSTED  
 KK1788* NAVD 88     -      1984.8    (meters)    6512.     (feet)  VERTCON   
 KK1788  ___________________________________________________________________
 KK1788  LAPLACE CORR-         -22.17  (seconds)                    DEFLEC99
 KK1788  GEOID HEIGHT-         -15.48  (meters)                     GEOID03
 KK1788
 KK1788  HORZ ORDER  -  SECOND
 KK1788
 KK1788.The horizontal coordinates were established by classical geodetic methods
 KK1788.and adjusted by the National Geodetic Survey in January 1993..
 KK1788
 KK1788.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1788
 KK1788.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1788
 KK1788.The geoid height was determined by GEOID03.
 KK1788
 KK1788;                    North         East     Units Scale Factor Converg.
 KK1788;SPC CO C     -   525,250.945   936,486.442   MT  1.00001435   +0 09 45.6
 KK1788;SPC CO C     - 1,723,260.81  3,072,455.94   sFT  1.00001435   +0 09 45.6
 KK1788;UTM  13      - 4,407,682.770   479,283.082   MT  0.99960528   -0 09 18.0
 KK1788
 KK1788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1788!SPC CO C     -   0.99969114  x   1.00001435  =   0.99970549
 KK1788!UTM  13      -   0.99969114  x   0.99960528  =   0.99929654
 KK1788
 KK1788:                Primary Azimuth Mark                     Grid Az
 KK1788:SPC CO C     -  38 AZ MK                                 033 49 24.6
 KK1788:UTM  13      -  38 AZ MK                                 034 08 28.2
 KK1788
 KK1788|---------------------------------------------------------------------|
 KK1788| PID    Reference Object                     Distance      Geod. Az  |
 KK1788|                                                           dddmmss.s |
 KK1788| CP7091 38 AZ MK                                           0335910.2 |
 KK1788| CP7092 38 RM 1                              11.288 METERS 16816     |
 KK1788| CP7093 38 RM 2                              11.691 METERS 33813     |
 KK1788|---------------------------------------------------------------------|
 KK1788
 KK1788                          SUPERSEDED SURVEY CONTROL
 KK1788
 KK1788  NAD 83(1986)-  39 49 07.95658(N)    105 14 31.42425(W) AD(       ) 2
 KK1788  NAD 27      -  39 49 08.00375(N)    105 14 29.46419(W) AD(       ) 2
 KK1788  NGVD 29 (07/19/86) 1983.8    (m)         6509.     (f) VERT ANG       
 KK1788
 KK1788.Superseded values are not recommended for survey control.
 KK1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1788.See file dsdata.txt to determine how the superseded data were derived.
 KK1788
 KK1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE7928307683(NAD 83)
 KK1788_MARKER: DD = SURVEY DISK
 KK1788_SETTING: 66 = SET IN ROCK OUTCROP
 KK1788
 KK1788  HISTORY     - Date     Condition        Report By
 KK1788  HISTORY     - 1977     MONUMENTED       CO-059
 KK1788
 KK1788                          STATION DESCRIPTION
 KK1788
 KK1788'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1788'THE STATION IS LOCATED 1.0 MILE WEST OF STATE HIGHWAY 93, 0.75
 KK1788'MILE SOUTH OF RALSTON RESERVOIR DAM AND OFFICE BUILDING AND
 KK1788'ABOUT 300 FEET WEST OF THE EAST 1/4 CORNER OF SECTION 5, T 3 S,
 KK1788'R 70 W.
 KK1788'
 KK1788'TO REACH THE STATION FROM THE JEFFERSON COUNTY COURTHOUSE IN
 KK1788'GOLDEN, GO NORTH ON STATE HIGHWAY 93 4.7 MILES TO THE ENTRANCE
 KK1788'TO THE DENVER WATER BOARD RALSTON RESERVOIR.  GO NORTHWEST 0.8
 KK1788'MILE TO THE OFFICE.  HERE GAIN PERMISSION TO THEIR PROPERTY.
 KK1788'GO WEST 0.1 MILE TO A SHARP LEFT GOING UP THE EAST FACE OF A
 KK1788'STEEP HILL.  GO AROUND TO THE WEST SIDE OF UPPER LONG LAKE.
 KK1788'BEGIN A 15 MINUTE PACK TO THE HIGHEST POINT ON THE RIDGE TO THE
 KK1788'WEST OF THE LAKE.  THE STATION IS LOCATED HERE.
 KK1788'
 KK1788'THE AZIMUTH MARK IS LOCATED IN THE MOST PROMINENT OUTCROP OF
 KK1788'ROCK AT THE NORTHEAST CORNER OF UPPER LONG LAKE AND 50 FEET
 KK1788'EAST OF THE LAKE, AND 50 FEET WEST OF THE ROAD.
 KK1788'
 KK1788'THE STATION MARK, STAMPED---38 JCMD 1977---, IS A 3-INCH BRONZE
 KK1788'DISK CEMENTED IN A DRILL HOLE ON THE HIGHEST POINT OF THE
 KK1788'BEDROCK OUTCROP 200 FEET WEST OF A NORTH-SOUTH FENCE.
 KK1788'
 KK1788'REFERENCE MARK 1, STAMPED---38 JCMD RM 1 1977---, IS A 3-INCH
 KK1788'BRONZE DISK CEMENTED IN A DRILL HOLE AT THE SOUTH END OF THE
 KK1788'HIGH POINT IN THE BEDROCK OUTCROP 11.27 METERS SOUTH OF THE
 KK1788'HIGHEST POINT.
 KK1788'
 KK1788'REFERENCE MARK 2, STAMPED---38 JCMD RM 2 1977---, IS A 3-INCH
 KK1788'BRONZE DISK CEMENTED IN A DRILL HOLE AT THE NORTH END OF THE
 KK1788'HIGHEST POINT IN THE BEDROCK OUTCROP, 11.7 METERS NORTH OF THE
 KK1788'HIGHEST POINT.
 KK1788'
 KK1788'THE AZIMUTH MARK, STAMPED---38 JCMD AZM 1977---, IS A 3-INCH
 KK1788'BRONZE DISK CEMENTED INTO A BEDROCK OUTCROP MIDWAY BETWEEN THE
 KK1788'ROAD AND THE EAST EDGE OF THE LAKE, 40 FEET EAST OF THE BANK,
 KK1788'48 FEET WEST OF THE ROAD CENTER.
 KK1788'
 KK1788'NOTE- THE HILLTOP WHERE THE STATION ITSELF IS LOCATED IS OWNED
 KK1788'BY THE RAMSETTER RANCH, 2.2 MILES SOUTH ALONG HIGHWAY 93 FROM
 KK1788'THE ENTRANCE TO RALSTON RESERVOIR.  PERMISSION CAN BE OBTAINED
 KK1788'HERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1906 ***********************************************************************
 KK1906  DESIGNATION -  39
 KK1906  PID         -  KK1906
 KK1906  STATE/COUNTY-  CO/JEFFERSON
 KK1906  USGS QUAD   -  RALSTON BUTTES (1965)
 KK1906
 KK1906                         *CURRENT SURVEY CONTROL
 KK1906  ___________________________________________________________________
 KK1906* NAD 83(1992)-  39 46 37.63386(N)    105 19 39.07752(W)     ADJUSTED  
 KK1906* NAVD 88     -      2463.1    (meters)    8081.     (feet)  VERTCON   
 KK1906  ___________________________________________________________________
 KK1906  LAPLACE CORR-         -19.93  (seconds)                    DEFLEC99
 KK1906  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 KK1906
 KK1906  HORZ ORDER  -  SECOND
 KK1906
 KK1906.The horizontal coordinates were established by classical geodetic methods
 KK1906.and adjusted by the National Geodetic Survey in January 1993..
 KK1906
 KK1906.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1906
 KK1906.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1906
 KK1906.The geoid height was determined by GEOID03.
 KK1906
 KK1906;                    North         East     Units Scale Factor Converg.
 KK1906;SPC CO C     -   520,597.226   929,178.276   MT  1.00000548   +0 06 31.6
 KK1906;SPC CO C     - 1,707,992.73  3,048,479.06   sFT  1.00000548   +0 06 31.6
 KK1906;UTM  13      - 4,403,071.543   471,952.150   MT  0.99960968   -0 12 34.4
 KK1906
 KK1906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1906!SPC CO C     -   0.99961600  x   1.00000548  =   0.99962148
 KK1906!UTM  13      -   0.99961600  x   0.99960968  =   0.99922583
 KK1906
 KK1906|---------------------------------------------------------------------|
 KK1906| PID    Reference Object                     Distance      Geod. Az  |
 KK1906|                                                           dddmmss.s |
 KK1906| CP7095 39 RM 2                               9.088 METERS 08849     |
 KK1906| KK1903 CRAWFORD                            APPROX. 4.7 KM 1193021.7 |
 KK1906| KK1911 CENTENNIAL                          APPROX. 3.8 KM 2243619.0 |
 KK1906| CP7094 39 RM 1                              10.557 METERS 34609     |
 KK1906|---------------------------------------------------------------------|
 KK1906
 KK1906                          SUPERSEDED SURVEY CONTROL
 KK1906
 KK1906  NAD 83(1986)-  39 46 37.63101(N)    105 19 39.07586(W) AD(       ) 2
 KK1906  NAD 27      -  39 46 37.67601(N)    105 19 37.10619(W) AD(       ) 2
 KK1906  NGVD 29 (07/19/86) 2462.0    (m)         8077.     (f) VERT ANG       
 KK1906
 KK1906.Superseded values are not recommended for survey control.
 KK1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1906.See file dsdata.txt to determine how the superseded data were derived.
 KK1906
 KK1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE7195203072(NAD 83)
 KK1906_MARKER: DD = SURVEY DISK
 KK1906_SETTING: 66 = SET IN ROCK OUTCROP
 KK1906
 KK1906  HISTORY     - Date     Condition        Report By
 KK1906  HISTORY     - 1977     MONUMENTED       CO-059
 KK1906
 KK1906                          STATION DESCRIPTION
 KK1906
 KK1906'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1906'THE STATION IS LOCATED 6 MILES NORTHWEST OF GOLDEN, 1/2 MILE
 KK1906'SOUTH OF COUNTY ROAD 70, ATOP A HILL NAMED GUY HILL IN THE
 KK1906'NORTHWEST 1/4 OF SECTION 22, T 3 S, R 71 W.
 KK1906'
 KK1906'TO REACH THE STATION FROM THE JEFFERSON COUNTY COURTHOUSE IN
 KK1906'GOLDEN, GO NORTH ON STATE HIGHWAY 93 FOR 2.0 MILES TO COUNTY
 KK1906'ROAD 70.  TURN LEFT AND GO WEST FOR 3.8 MILES TO A FORK IN
 KK1906'THE ROAD.  BEAR LEFT, STAYING ON COUNTY ROAD 70, FOR 2.8
 KK1906'MILES TO ITS HIGHEST POINT FOR SEVERAL MILES IN EITHER
 KK1906'DIRECTION.  BEGIN A 20 MINUTE PACK SOUTH-SOUTHEAST FOR 1/2
 KK1906'MILE TO THE STATION ABOUT 300 FEET EAST OF THE HIGHEST POINT
 KK1906'AND A U.S. DEPARTMENT OF AGRICULTURE, FOREST SERVICE DISK STATION
 KK1906'GUY USFS 1939, STAMPED---ASP 609 1939---.
 KK1906'
 KK1906'THE STATION MARK, STAMPED---39 JCMD 1977---, IS A 3-INCH BRONZE
 KK1906'DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP AT A HIGH
 KK1906'POINT.
 KK1906'
 KK1906'REFERENCE MARK 1, STAMPED---39 JCMD RM 1 1977---, IS A 3-INCH
 KK1906'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP AT
 KK1906'ANOTHER HIGH POINT 38 FEET NORTH OF THE STATION.
 KK1906'
 KK1906'REFERENCE MARK 2, STAMPED---39 JCMD RM 2 1977---, IS A 3-INCH
 KK1906'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP AT
 KK1906'A HIGH POINT 29 FEET EAST OF THE STATION ALONG THE SAME ROCKY
 KK1906'RIDGE THAT THE STATION IS SET IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4822 ***********************************************************************
 AB4822  DESIGNATION -  39 WF
 AB4822  PID         -  AB4822
 AB4822  STATE/COUNTY-  CO/LOGAN
 AB4822  USGS QUAD   -  HAYSTACK BUTTE (1953)
 AB4822
 AB4822                         *CURRENT SURVEY CONTROL
 AB4822  ___________________________________________________________________
 AB4822* NAD 83(1992)-  40 56 13.02980(N)    102 54 15.50390(W)     ADJUSTED  
 AB4822* NAVD 88     -      1258.3    (meters)    4128.     (feet)  GPS OBS   
 AB4822  ___________________________________________________________________
 AB4822  X           -  -1,077,784.811 (meters)                     COMP
 AB4822  Y           -  -4,704,230.722 (meters)                     COMP
 AB4822  Z           -   4,157,947.974 (meters)                     COMP
 AB4822  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 AB4822  ELLIP HEIGHT-        1238.47  (meters)          (12/03/02) GPS OBS
 AB4822  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 AB4822
 AB4822  HORZ ORDER  -  FIRST
 AB4822  ELLP ORDER  -  FOURTH    CLASS II
 AB4822
 AB4822.The horizontal coordinates were established by GPS observations
 AB4822.and adjusted by the National Geodetic Survey in July 1996..
 AB4822
 AB4822.The orthometric height was determined by GPS observations and a
 AB4822.high-resolution geoid model.
 AB4822
 AB4822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4822
 AB4822.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4822
 AB4822.The ellipsoidal height was determined by GPS observations
 AB4822.and is referenced to NAD 83.
 AB4822
 AB4822.The geoid height was determined by GEOID03.
 AB4822
 AB4822;                    North         East     Units Scale Factor Converg.
 AB4822;SPC CO N     -   486,059.797 1,132,973.960   MT  1.00002854   +1 40 37.8
 AB4822;SPC CO N     - 1,594,681.18  3,717,098.73   sFT  1.00002854   +1 40 37.8
 AB4822;UTM  13      - 4,533,872.868   676,424.501   MT  0.99998310   +1 22 24.6
 AB4822
 AB4822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4822!SPC CO N     -   0.99980577  x   1.00002854  =   0.99983430
 AB4822!UTM  13      -   0.99980577  x   0.99998310  =   0.99978887
 AB4822
 AB4822                          SUPERSEDED SURVEY CONTROL
 AB4822
 AB4822  ELLIP H (10/08/96) 1238.51   (m)                       GP(       ) 1 1
 AB4822  ELLIP H (07/08/96) 1238.76   (m)                       GP(       ) 1 1
 AB4822
 AB4822.Superseded values are not recommended for survey control.
 AB4822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4822.See file dsdata.txt to determine how the superseded data were derived.
 AB4822
 AB4822_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF7642533873(NAD 83)
 AB4822_MARKER: DB = BENCH MARK DISK
 AB4822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4822_STAMPING: 39 WF 1948
 AB4822_MARK LOGO: USGS  
 AB4822_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4822+STABILITY: SURFACE MOTION
 AB4822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4822+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4822
 AB4822  HISTORY     - Date     Condition        Report By
 AB4822  HISTORY     - 1948     MONUMENTED       USGS
 AB4822  HISTORY     - 1995     GOOD             CODOT
 AB4822
 AB4822                          STATION DESCRIPTION
 AB4822
 AB4822'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1995
 AB4822'STATION IS LOCATED ABOUT 10 MILES (16.1 KM) NORTHEAST OF PROCTOR, IN
 AB4822'THE SW 1/4 OF SEC. 12, T. 11 N., R. 50 W.  TO REACH FROM PROCTOR,
 AB4822'GO NORTHEAST ON SH 138 FOR 3 MILES (4.8 KM) TO COUNTY ROAD 71, GO
 AB4822'NORTH ON COUNTY ROAD 71 FOR 7.9 MILES (12.7 KM) TO THE MARK ON THE
 AB4822'RIGHT (EAST).  STATION MARK IS A BRASS DISK SET IN A CONCRETE POST,
 AB4822'48 FT (14.6 M) EAST OF THE CENTER OF COUNTY ROAD 71, 13 FT (4.0 M)
 AB4822'NORTH OF A FENCE CORNER, 1 FT (0.3 M) WEST OF A FENCE, 2 FT (0.6 M)
 AB4822'SOUTH OF A FIBERGLASS WITNESS POST (NOAA).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1032 ***********************************************************************
 JK1032  DESIGNATION -  3C
 JK1032  PID         -  JK1032
 JK1032  STATE/COUNTY-  CO/PUEBLO
 JK1032  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1032
 JK1032                         *CURRENT SURVEY CONTROL
 JK1032  ___________________________________________________________________
 JK1032* NAD 83(1992)-  38 26 23.52075(N)    104 16 52.68166(W)     ADJUSTED  
 JK1032* NAVD 88     -      1531.68   (+/-2cm)    5025.2    (feet)  VERTCON   
 JK1032  ___________________________________________________________________
 JK1032  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 JK1032  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 JK1032
 JK1032  HORZ ORDER  -  SECOND
 JK1032  VERT ORDER  -  THIRD ? (See Below)
 JK1032
 JK1032.The horizontal coordinates were established by classical geodetic methods
 JK1032.and adjusted by the National Geodetic Survey in January 1993..
 JK1032
 JK1032.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1032.The vertical order pertains to the NGVD 29 superseded value.
 JK1032
 JK1032.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1032
 JK1032.The geoid height was determined by GEOID03.
 JK1032
 JK1032;                    North         East     Units Scale Factor Converg.
 JK1032;SPC CO S     -   502,298.135 1,020,797.797   MT  1.00000120   +0 44 51.1
 JK1032;SPC CO S     - 1,647,956.46  3,349,067.44   sFT  1.00000120   +0 44 51.1
 JK1032;UTM  13      - 4,254,865.564   562,721.517   MT  0.99964845   +0 26 48.6
 JK1032
 JK1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1032!SPC CO S     -   0.99976286  x   1.00000120  =   0.99976406
 JK1032!UTM  13      -   0.99976286  x   0.99964845  =   0.99941139
 JK1032
 JK1032:                Primary Azimuth Mark                     Grid Az
 JK1032:SPC CO S     -  3                                        000 17 48.3
 JK1032:UTM  13      -  3                                        000 35 50.8
 JK1032
 JK1032|---------------------------------------------------------------------|
 JK1032| PID    Reference Object                     Distance      Geod. Az  |
 JK1032|                                                           dddmmss.s |
 JK1032| JK1031 3                                   APPROX. 0.6 KM 0010239.4 |
 JK1032| JK1030 SOUTHEAST                           APPROX. 0.8 KM 1791128.8 |
 JK1032|---------------------------------------------------------------------|
 JK1032
 JK1032                          SUPERSEDED SURVEY CONTROL
 JK1032
 JK1032  NAD 83(1986)-  38 26 23.50896(N)    104 16 52.67710(W) AD(       ) 2
 JK1032  NAD 27      -  38 26 23.51797(N)    104 16 50.80140(W) AD(       ) 2
 JK1032  NGVD 29 (07/19/86) 1530.82   (m)         5022.4    (f) LEVELING    3  
 JK1032
 JK1032.Superseded values are not recommended for survey control.
 JK1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1032.See file dsdata.txt to determine how the superseded data were derived.
 JK1032
 JK1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6272254866(NAD 83)
 JK1032
 JK1032  HISTORY     - Date     Condition        Report By
 JK1032  HISTORY     - UNK      MONUMENTED
 JK1032  HISTORY     - 1975     GOOD             NGS
 JK1032
 JK1032                          STATION DESCRIPTION
 JK1032
 JK1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1032'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1032'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1032'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS
 JK1032'0.45 MILE NORTH ALONG THE EAST LIMB OF THE HIGH SPEED TRACK FROM A
 JK1032'CONCRETE BRIDGE THAT SPANS THE EAST LIMB OF THE TRACK, ABOUT
 JK1032'0.2 MILE NORTHEAST OF THE FEDERAL HEADQUARTERS BUILDING AND ABOUT
 JK1032'115 FEET EAST OF THE TRACK.
 JK1032'
 JK1032'A STANDARD TRAVERSE STATION MARK DISK, CLAMPED TO THE TOP
 JK1032'OF A COPPER COVERED ROD DRIVEN INTO THE GROUND 16 FEET.  DISK
 JK1032'PROJECTS ABOUT 8 INCHES, SURROUNDED BY A 4-INCH TILE AND CEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9851 ***********************************************************************
 AG9851  PACS        -  This is a Primary Airport Control Station.
 AG9851  DESIGNATION -  3V4 A
 AG9851  PID         -  AG9851
 AG9851  STATE/COUNTY-  CO/MORGAN
 AG9851  USGS QUAD   -  FORT MORGAN (1984)
 AG9851
 AG9851                         *CURRENT SURVEY CONTROL
 AG9851  ___________________________________________________________________
 AG9851* NAD 83(1992)-  40 19 54.95878(N)    103 48 06.59768(W)     ADJUSTED  
 AG9851* NAVD 88     -      1374.23   (meters)    4508.6    (feet)  GPS OBS   
 AG9851  ___________________________________________________________________
 AG9851  X           -  -1,161,801.453 (meters)                     COMP
 AG9851  Y           -  -4,729,355.184 (meters)                     COMP
 AG9851  Z           -   4,107,027.857 (meters)                     COMP
 AG9851  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 AG9851  ELLIP HEIGHT-        1354.85  (meters)          (10/21/02) GPS OBS
 AG9851  GEOID HEIGHT-         -19.40  (meters)                     GEOID03
 AG9851
 AG9851  HORZ ORDER  -  B
 AG9851  ELLP ORDER  -  FIFTH     CLASS I
 AG9851
 AG9851.This mark is at Fort Morgan Muni Airport  (3V4)
 AG9851
 AG9851.The horizontal coordinates were established by GPS observations
 AG9851.and adjusted by the National Geodetic Survey in June 2000..
 AG9851
 AG9851.The orthometric height was determined by GPS observations and a
 AG9851.high-resolution geoid model.
 AG9851
 AG9851.GPS derived orthometric heights for airport stations designated as
 AG9851.PACS or SACS are published to 2 decimal places.  This maintains
 AG9851.centimeter relative accuracy between the PACS and SACS.  It does
 AG9851.not indicate centimeter accuracy relative to other marks which are
 AG9851.part of the NAVD 88 network.
 AG9851
 AG9851.Photographs are available for this station.
 AG9851
 AG9851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9851
 AG9851.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9851
 AG9851.The ellipsoidal height was determined by GPS observations
 AG9851.and is referenced to NAD 83.
 AG9851
 AG9851.The geoid height was determined by GEOID03.
 AG9851
 AG9851;                    North         East     Units Scale Factor Converg.
 AG9851;SPC CO N     -   417,057.779 1,058,695.385   MT  0.99995785   +1 05 50.1
 AG9851;SPC CO N     - 1,368,297.06  3,473,403.11   sFT  0.99995785   +1 05 50.1
 AG9851;UTM  13      - 4,465,288.417   601,779.481   MT  0.99972752   +0 46 31.9
 AG9851
 AG9851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9851!SPC CO N     -   0.99978751  x   0.99995785  =   0.99974537
 AG9851!UTM  13      -   0.99978751  x   0.99972752  =   0.99951508
 AG9851
 AG9851|---------------------------------------------------------------------|
 AG9851| PID    Reference Object                     Distance      Geod. Az  |
 AG9851|                                                           dddmmss.s |
 AG9851| LK0770 MORGPORT                            219.442 METERS 19831     |
 AG9851|---------------------------------------------------------------------|
 AG9851
 AG9851                          SUPERSEDED SURVEY CONTROL
 AG9851
 AG9851  ELLIP H (06/30/00) 1354.86   (m)                       GP(       ) 1 1
 AG9851  NAD 83(1992)-  40 19 54.95819(N)    103 48 06.59543(W) AD(       ) 1
 AG9851  ELLIP H (08/11/98) 1354.86   (m)                       GP(       ) 4 1
 AG9851
 AG9851.Superseded values are not recommended for survey control.
 AG9851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9851.See file dsdata.txt to determine how the superseded data were derived.
 AG9851
 AG9851_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE0177965288(NAD 83)
 AG9851_MARKER: I = METAL ROD
 AG9851_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AG9851_STAMPING: 3V4 A 1997
 AG9851_MARK LOGO: NGS   
 AG9851_PROJECTION: FLUSH
 AG9851_MAGNETIC: I = MARKER IS A STEEL ROD
 AG9851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9851+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2000
 AG9851_ROD/PIPE-DEPTH: 14.0 meters
 AG9851_SLEEVE-DEPTH  : 0.9 meters
 AG9851
 AG9851  HISTORY     - Date     Condition        Report By
 AG9851  HISTORY     - 1997     MONUMENTED       NGS
 AG9851  HISTORY     - 20000124 GOOD             NGS
 AG9851
 AG9851                          STATION DESCRIPTION
 AG9851
 AG9851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AG9851'THE STATION IS LOCATED ABOUT 10.5 MI (16.9 KM) NORTHWEST OF BRUSH, 9
 AG9851'MI (14.5 KM) EAST OF WELDONA AND 5 MI (8.0 KM) NORTH OF FORT MORGAN,
 AG9851'IN THE NORTHWEST 1/4 OF SECTION 7, T 4 N, R 57 W, AT STATE HIGHWAY 52
 AG9851'MILEPOST 91.9.  OWNERSHIP--CITY OF FORT MORGAN MUNICIPAL AIRPORT,
 AG9851'970-867-8414  TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 AG9851'76 AND STATE HIGHWAY 52, GO NORTH ON STATE HIGHWAY 52 FOR 4.35 MI
 AG9851'(7.00 KM) TO THE ENTRANCE TO THE AIRPORT.  THE STATION IS LOCATED AT
 AG9851'THE FORT MORGAN MUNICIPAL AIRPORT, AT THE WINDSOCK.  CONTACT THE
 AG9851'AIRPORT OFFICE TO GET TO THE STATION AND TO LET THEM KNOW WHEN YOU
 AG9851'FINISH  THE MARK IS A PUNCH HOLE, TOP CENTER ON 14.0 M (45.9 FT) LONG
 AG9851'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 0.9 M (3.0 FT)
 AG9851'LONG GREASED PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID,
 AG9851'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 130.2 M
 AG9851'(427.2 FT) WEST FROM THE CENTER LINE OF STATE HIGHWAY 52, 15.4 M (50.5
 AG9851'FT) EAST FROM A WINDSOCK, 1.5 M (4.9 FT) NORTH FROM THE NORTH END OF
 AG9851'OF AN ORANGE BARREL, 1.2 M (3.9 FT) SOUTH FROM THE SOUTH END OF A
 AG9851'BLACK BARREL, 0.6 M (2.0 FT) EAST FROM A WITNESS POST AND ABOUT 1.5 M
 AG9851'(4.9 FT) BELOW THE HIGHWAY.
 AG9851
 AG9851                          STATION RECOVERY (2000)
 AG9851
 AG9851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 AG9851'THE STATION IS LOCATED ABOUT 10.5 MI (16.9 KM) NORTHWEST OF BRUSH, 9
 AG9851'MI (14.5 KM) EAST OF WELDONA AND 5 MI (8.0 KM) NORTH OF FORT MORGAN,
 AG9851'IN THE NORTHWEST 1/4 OF SECTION 7, T 4 N, R 57 W, AT STATE HIGHWAY 52
 AG9851'MILEPOST 91.9.  THIS AIRPORT IS NOT CONTROLLED.  PERMISSION TO USE
 AG9851'THIS STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER.  CONTACT MR.
 AG9851'GENE SMITH, P.O.  BOX 883, FORT MORGAN, CO 80701, TELEPHONE
 AG9851'970-867-8414.  OWNERSHIP--CITY OF FORT MORGAN MUNICIPAL AIRPORT
 AG9851'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 76 AND STATE
 AG9851'HIGHWAY 52 IN FORT MORGAN, GO NORTH ON STATE HIGHWAY 52 FOR 4.35 MI
 AG9851'(7.00 KM) TO THE ENTRANCE TO THE AIRPORT ON THE LEFT.  TURN LEFT,
 AG9851'WEST, ON PAVED ROAD 0.2 MI (0.3 KM) TO THE GATE AND ENTRANCE TO THE
 AG9851'RAMP.  PASS THROUGH THE GATE, AND GO 0.15 MI (0.24 KM) NORTH, CROSSING
 AG9851'THE RAMP TO THE END OF THE TAXIWAY AND THE RUNWAY.  TURN LEFT, NORTH,
 AG9851'ON THE RUNWAY FOR 0.1 MI (0.2 KM) TO A DIM TRACK ROAD ON THE RIGHT
 AG9851'GOING TO THE WINDSOCK.  TURN RIGHT, EAST, FOR 0.1 MI (0.2 KM) TO THE
 AG9851'WINDSOCK AND THE STATION
 AG9851'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 14.0 M (45.9 FT) LONG
 AG9851'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 0.9 M (3.0 FT)
 AG9851'LONG GREASED PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID,
 AG9851'SURROUNDED BY A CONCRETE COLLAR, FLUSH WITH THE GROUND.  IT IS 130.2 M
 AG9851'(427.2 FT) WEST FROM THE CENTER LINE OF STATE HIGHWAY 52, 15.4 M (50.5
 AG9851'FT) EAST FROM A WINDSOCK, 1.5 M (4.9 FT) NORTH FROM THE NORTH END OF
 AG9851'AN ORANGE BARREL, 1.2 M (3.9 FT) SOUTH FROM THE SOUTH END OF A BLACK
 AG9851'BARREL, 0.6 M (2.0 FT) EAST FROM A WITNESS POST AND ABOUT 1.5 M (4.9
 AG9851'FT) BELOW THE HIGHWAY.  THIS STATION IS DESIGNATED AS A PRIMARY
 AG9851'AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5924 ***********************************************************************
 AI5924  SACS        -  This is a Secondary Airport Control Station.
 AI5924  DESIGNATION -  3V4 B
 AI5924  PID         -  AI5924
 AI5924  STATE/COUNTY-  CO/MORGAN
 AI5924  USGS QUAD   -  FORT MORGAN (1984)
 AI5924
 AI5924                         *CURRENT SURVEY CONTROL
 AI5924  ___________________________________________________________________
 AI5924* NAD 83(1992)-  40 20 27.82848(N)    103 48 35.08042(W)     ADJUSTED  
 AI5924* NAVD 88     -      1392.70   (meters)    4569.2    (feet)  GPS OBS   
 AI5924  ___________________________________________________________________
 AI5924  X           -  -1,162,301.194 (meters)                     COMP
 AI5924  Y           -  -4,728,570.975 (meters)                     COMP
 AI5924  Z           -   4,107,812.804 (meters)                     COMP
 AI5924  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 AI5924  ELLIP HEIGHT-        1373.33  (meters)          (10/21/02) GPS OBS
 AI5924  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 AI5924
 AI5924  HORZ ORDER  -  FIRST
 AI5924  ELLP ORDER  -  FIFTH     CLASS I
 AI5924
 AI5924.This mark is at Fort Morgan Muni Airport  (3V4)
 AI5924
 AI5924.The horizontal coordinates were established by GPS observations
 AI5924.and adjusted by the National Geodetic Survey in June 2000..
 AI5924
 AI5924.The orthometric height was determined by GPS observations and a
 AI5924.high-resolution geoid model.
 AI5924
 AI5924.GPS derived orthometric heights for airport stations designated as
 AI5924.PACS or SACS are published to 2 decimal places.  This maintains
 AI5924.centimeter relative accuracy between the PACS and SACS.  It does
 AI5924.not indicate centimeter accuracy relative to other marks which are
 AI5924.part of the NAVD 88 network.
 AI5924
 AI5924.Photographs are available for this station.
 AI5924
 AI5924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5924
 AI5924.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5924
 AI5924.The ellipsoidal height was determined by GPS observations
 AI5924.and is referenced to NAD 83.
 AI5924
 AI5924.The geoid height was determined by GEOID03.
 AI5924
 AI5924;                    North         East     Units Scale Factor Converg.
 AI5924;SPC CO N     -   418,058.565 1,058,003.870   MT  0.99995809   +1 05 31.7
 AI5924;SPC CO N     - 1,371,580.48  3,471,134.36   sFT  0.99995809   +1 05 31.7
 AI5924;UTM  13      - 4,466,292.837   601,093.754   MT  0.99972580   +0 46 14.0
 AI5924
 AI5924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5924!SPC CO N     -   0.99978461  x   0.99995809  =   0.99974271
 AI5924!UTM  13      -   0.99978461  x   0.99972580  =   0.99951047
 AI5924
 AI5924                          SUPERSEDED SURVEY CONTROL
 AI5924
 AI5924  ELLIP H (06/30/00) 1373.34   (m)                       GP(       ) 1 1
 AI5924
 AI5924.Superseded values are not recommended for survey control.
 AI5924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5924.See file dsdata.txt to determine how the superseded data were derived.
 AI5924
 AI5924_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE0109466293(NAD 83)
 AI5924_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5924_STAMPING: 3V4 B 1999
 AI5924_MARK LOGO: NGS   
 AI5924_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5924+STABILITY: SURFACE MOTION
 AI5924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5924+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5924
 AI5924  HISTORY     - Date     Condition        Report By
 AI5924  HISTORY     - 1999     MONUMENTED       NGS
 AI5924
 AI5924                          STATION DESCRIPTION
 AI5924
 AI5924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5924'THE STATION IS LOCATED ABOUT 10.7 MI (17.2 KM) NORTHWEST OF BRUSH,
 AI5924'8.25 MI (13.28 KM) EAST OF WELDONA AND 5 MI (8.0 KM) NORTH OF FORT
 AI5924'MORGAN, IN THE SOUTHWEST 1/4 OF SECTION 6, T 4 N, R 57 W.  THIS
 AI5924'AIRPORT IS NOT CONTROLLED.  PERMISSION TO USE THIS STATION MUST BE
 AI5924'OBTAINED FROM THE AIRPORT MANAGER.  CONTACT MR.  GENE SMITH, P.O. BOX
 AI5924'883, FORT MORGAN, CO 80701, TELEPHONE 970-867-8414. OWNERSHIP--CITY OF
 AI5924'FORT MORGAN MUNICIPAL AIRPORT
 AI5924'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 76 AND STATE
 AI5924'HIGHWAY 52 IN FORT MORGAN, GO NORTH ON STATE HIGHWAY 52 FOR 4.35 MI
 AI5924'(7.00 KM) TO THE ENTRANCE TO THE AIRPORT ON THE LEFT.  TURN LEFT,
 AI5924'WEST, ON PAVED ROAD FOR 0.2 MI (0.3 KM) TO THE GATE AND ENTRANCE TO
 AI5924'THE RAMP.  PASS THROUGH THE GATE, AND GO 0.15 MI (0.24 KM) NORTH,
 AI5924'CROSSING THE RAMP TO THE END OF THE TAXIWAY AND THE RUNWAY.  TURN
 AI5924'LEFT, NORTHWEST, ON THE RUNWAY FOR 0.8 MI (1.3 KM) TO THE END OF THE
 AI5924'RUNWAY AND THE STATION ON THE RIGHT
 AI5924'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 AI5924'POST FLUSH WITH THE GROUND.  IT IS 31.4 M (103.0 FT) NORTH-NORTHEAST
 AI5924'FROM THE NORTHWEST CORNER OF THE RUNWAY, 30.2 M (99.1 FT) NORTHEAST
 AI5924'FROM THE NORTHERN MOST END OF RUNWAY LIGHT, 28.0 M (91.9 FT) NORTH
 AI5924'FROM THE NORTHERN EDGE OF RUNWAY, 16.6 M (54.5 FT) SOUTH-SOUTHWEST
 AI5924'FROM A FENCE POST WITH THREE YELLOW GUARD PIPES, 16.3 M (53.5 FT)
 AI5924'SOUTHWEST FROM A WITNESS POST AND 10.5 M (34.4 FT) SOUTH FROM THE EDGE
 AI5924'OF A PLOWED FIELD.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AI5924'CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5925 ***********************************************************************
 AI5925  SACS        -  This is a Secondary Airport Control Station.
 AI5925  DESIGNATION -  3V4 C
 AI5925  PID         -  AI5925
 AI5925  STATE/COUNTY-  CO/MORGAN
 AI5925  USGS QUAD   -  FORT MORGAN (1984)
 AI5925
 AI5925                         *CURRENT SURVEY CONTROL
 AI5925  ___________________________________________________________________
 AI5925* NAD 83(1992)-  40 20 08.53955(N)    103 48 24.92950(W)     ADJUSTED  
 AI5925* NAVD 88     -      1379.76   (meters)    4526.8    (feet)  GPS OBS   
 AI5925  ___________________________________________________________________
 AI5925  X           -  -1,162,158.058 (meters)                     COMP
 AI5925  Y           -  -4,728,992.656 (meters)                     COMP
 AI5925  Z           -   4,107,350.823 (meters)                     COMP
 AI5925  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 AI5925  ELLIP HEIGHT-        1360.38  (meters)          (10/21/02) GPS OBS
 AI5925  GEOID HEIGHT-         -19.39  (meters)                     GEOID03
 AI5925
 AI5925  HORZ ORDER  -  FIRST
 AI5925  ELLP ORDER  -  FIFTH     CLASS I
 AI5925
 AI5925.This mark is at Fort Morgan Muni Airport  (3V4)
 AI5925
 AI5925.The horizontal coordinates were established by GPS observations
 AI5925.and adjusted by the National Geodetic Survey in June 2000..
 AI5925
 AI5925.The orthometric height was determined by GPS observations and a
 AI5925.high-resolution geoid model.
 AI5925
 AI5925.GPS derived orthometric heights for airport stations designated as
 AI5925.PACS or SACS are published to 2 decimal places.  This maintains
 AI5925.centimeter relative accuracy between the PACS and SACS.  It does
 AI5925.not indicate centimeter accuracy relative to other marks which are
 AI5925.part of the NAVD 88 network.
 AI5925
 AI5925.Photographs are available for this station.
 AI5925
 AI5925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5925
 AI5925.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5925
 AI5925.The ellipsoidal height was determined by GPS observations
 AI5925.and is referenced to NAD 83.
 AI5925
 AI5925.The geoid height was determined by GEOID03.
 AI5925
 AI5925;                    North         East     Units Scale Factor Converg.
 AI5925;SPC CO N     -   417,468.306 1,058,254.758   MT  0.99995794   +1 05 38.2
 AI5925;SPC CO N     - 1,369,643.93  3,471,957.49   sFT  0.99995794   +1 05 38.2
 AI5925;UTM  13      - 4,465,701.316   601,341.267   MT  0.99972642   +0 46 20.3
 AI5925
 AI5925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5925!SPC CO N     -   0.99978664  x   0.99995794  =   0.99974459
 AI5925!UTM  13      -   0.99978664  x   0.99972642  =   0.99951312
 AI5925
 AI5925                          SUPERSEDED SURVEY CONTROL
 AI5925
 AI5925  ELLIP H (06/30/00) 1360.39   (m)                       GP(       ) 1 1
 AI5925
 AI5925.Superseded values are not recommended for survey control.
 AI5925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5925.See file dsdata.txt to determine how the superseded data were derived.
 AI5925
 AI5925_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE0134165701(NAD 83)
 AI5925_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5925_STAMPING: 3V4 C 1999
 AI5925_MARK LOGO: NGS   
 AI5925_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5925+STABILITY: SURFACE MOTION
 AI5925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5925+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5925
 AI5925  HISTORY     - Date     Condition        Report By
 AI5925  HISTORY     - 1999     MONUMENTED       NGS
 AI5925
 AI5925                          STATION DESCRIPTION
 AI5925
 AI5925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5925'THE STATION IS LOCATED ABOUT 10.9 MI (17.5 KM) NORTHWEST OF BRUSH,
 AI5925'8.55 MI (13.76 KM) EAST OF WELDONA AND 5 MI (8.0 KM) NORTH OF FORT
 AI5925'MORGAN, IN THE SOUTHWEST 1/4 OF SECTION 6, T 4 N, R 57 W.  THIS
 AI5925'AIRPORT IS NOT CONTROLLED.  PERMISSION TO USE THIS STATION MUST BE
 AI5925'OBTAINED FROM THE AIRPORT MANAGER.  CONTACT MR.  GENE SMITH, P.O. BOX
 AI5925'883, FORT MORGAN, CO 80701, TELEPHONE 970-867-8414. OWNERSHIP--CITY OF
 AI5925'FORT MORGAN MUNICIPAL AIRPORT
 AI5925'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 76 AND STATE
 AI5925'HIGHWAY 52 IN FORT MORGAN, GO NORTH ON STATE HIGHWAY 52 FOR 4.35 MI
 AI5925'(7.00 KM) TO THE ENTRANCE TO THE AIRPORT ON THE LEFT.  TURN LEFT,
 AI5925'WEST, ON PAVED ROAD FOR 0.2 MI (0.3 KM) TO THE GATE AND ENTRANCE TO
 AI5925'THE RAMP.  PASS THROUGH THE GATE, AND GO 0.15 MI (0.24 KM) NORTH,
 AI5925'CROSSING THE RAMP TO THE END OF THE TAXIWAY AND THE RUNWAY.  TURN
 AI5925'LEFT, NORTHWEST, ON THE RUNWAY FOR 0.45 MI (0.72 KM) TO THE STATION ON
 AI5925'THE LEFT
 AI5925'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 AI5925'POST FLUSH WITH THE GROUND.  IT IS 26.0 M (85.3 FT) SOUTHWEST FROM THE
 AI5925'SOUTHERN EDGE OF THE RUNWAY, 0.8 M (2.6 FT) NORTH-NORTHWEST FROM A
 AI5925'WITNESS POST, 0.8 M (2.6 FT) SOUTH-SOUTHEAST FROM A WITNESS POST AND
 AI5925'IN LINE WITH TWO RUNWAY LIGHTS.  THIS STATION IS DESIGNATED AS A
 AI5925'SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5919 ***********************************************************************
 AI5919  SACS        -  This is a Secondary Airport Control Station.
 AI5919  DESIGNATION -  3V5 A
 AI5919  PID         -  AI5919
 AI5919  STATE/COUNTY-  CO/LARIMER
 AI5919  USGS QUAD   -  FORT COLLINS (1984)
 AI5919
 AI5919                         *CURRENT SURVEY CONTROL
 AI5919  ___________________________________________________________________
 AI5919* NAD 83(1992)-  40 35 32.39542(N)    105 02 56.70757(W)     ADJUSTED  
 AI5919* NAVD 88     -      1505.22   (meters)    4938.4    (feet)  GPS OBS   
 AI5919  ___________________________________________________________________
 AI5919  X           -  -1,259,623.090 (meters)                     COMP
 AI5919  Y           -  -4,684,919.352 (meters)                     COMP
 AI5919  Z           -   4,129,119.952 (meters)                     COMP
 AI5919  LAPLACE CORR-         -13.51  (seconds)                    DEFLEC99
 AI5919  ELLIP HEIGHT-        1489.18  (meters)          (10/21/02) GPS OBS
 AI5919  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 AI5919
 AI5919  HORZ ORDER  -  FIRST
 AI5919  ELLP ORDER  -  FIFTH     CLASS I
 AI5919
 AI5919.This mark is at Fort Collins Downtown Airport (3V5)
 AI5919
 AI5919.The horizontal coordinates were established by GPS observations
 AI5919.and adjusted by the National Geodetic Survey in June 2000..
 AI5919
 AI5919.The orthometric height was determined by GPS observations and a
 AI5919.high-resolution geoid model.
 AI5919
 AI5919.GPS derived orthometric heights for airport stations designated as
 AI5919.PACS or SACS are published to 2 decimal places.  This maintains
 AI5919.centimeter relative accuracy between the PACS and SACS.  It does
 AI5919.not indicate centimeter accuracy relative to other marks which are
 AI5919.part of the NAVD 88 network.
 AI5919
 AI5919.Photographs are available for this station.
 AI5919
 AI5919.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5919
 AI5919.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5919
 AI5919.The ellipsoidal height was determined by GPS observations
 AI5919.and is referenced to NAD 83.
 AI5919
 AI5919.The geoid height was determined by GEOID03.
 AI5919
 AI5919;                    North         East     Units Scale Factor Converg.
 AI5919;SPC CO N     -   444,687.740   952,571.259   MT  0.99997458   +0 17 28.9
 AI5919;SPC CO N     - 1,458,946.36  3,125,227.54   sFT  0.99997458   +0 17 28.9
 AI5919;UTM  13      - 4,493,504.815   495,846.509   MT  0.99960021   -0 01 55.0
 AI5919
 AI5919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5919!SPC CO N     -   0.99976645  x   0.99997458  =   0.99974104
 AI5919!UTM  13      -   0.99976645  x   0.99960021  =   0.99936675
 AI5919
 AI5919                          SUPERSEDED SURVEY CONTROL
 AI5919
 AI5919  ELLIP H (06/30/00) 1489.21   (m)                       GP(       ) 1 1
 AI5919
 AI5919.Superseded values are not recommended for survey control.
 AI5919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5919.See file dsdata.txt to determine how the superseded data were derived.
 AI5919
 AI5919_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE9584793505(NAD 83)
 AI5919_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5919_STAMPING: 3V5 A 1999
 AI5919_MARK LOGO: NGS   
 AI5919_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI5919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5919+STABILITY: SURFACE MOTION
 AI5919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5919+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5919
 AI5919  HISTORY     - Date     Condition        Report By
 AI5919  HISTORY     - 1999     MONUMENTED       NGS
 AI5919
 AI5919                          STATION DESCRIPTION
 AI5919
 AI5919'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5919'THE STATION IS LOCATED ABOUT 2.2 MI (3.5 KM) EAST OF FORT COLLINS, 1.7
 AI5919'MI (2.7 KM) WEST-NORTHWEST OF THE INTERSECTION OF INTERSTATE 25 AND
 AI5919'STATE HIGHWAY 14 AND AT THE FORT COLLINS DOWNTOWN AIRPORT, IN THE
 AI5919'NORTHEAST 1/4 OF SECTION 7, T 7 N, R 68 W.  ACCESS TO THE AIRPORT IS
 AI5919'NOT CONTROLLED.  PERMISSION TO USE THIS STATION MUST BE OBTAINED FROM
 AI5919'THE AIRPORT MANAGER.  OWNERSHIP--COMMUNITY AIRPARK ASSOCIATION, MS.
 AI5919'SHARONE MEKELBURG, 2200 AIRWAY AVENUE, FORT COLLINS, CO 80524.
 AI5919'TELEPHONE-970-484-4186
 AI5919'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 25 AND STATE
 AI5919'HIGHWAY 14 (EXIT 269) ON THE EAST SIDE OF FORT COLLINS, GO WEST ON
 AI5919'STATE HIGHWAY 14 FOR 1.4 MI (2.3 KM) TO A SLANTED PAVE CROSSROAD. BEAR
 AI5919'RIGHT, NORTHWEST, ON SUMMIT VIEW DRIVE FOR 0.1 MI (0.2 KM) TO A PAVED
 AI5919'ROAD LEFT.  TURN LEFT, WEST, ON LINCOLN AVENUE FOR 0.3 MI (0.5 KM) TO
 AI5919'A PAVED ROAD RIGHT.  TURN RIGHT, NORTHERLY, ON AIRPORT AVENUE FOR 0.1
 AI5919'MI (0.2 KM) TO A PARKING LOT ENTRANCE ON THE RIGHT AT THE AIRPORT
 AI5919'BEACON AND GO INTO THE PARKING LOT.  CONTACT THE AIRPORT MANAGER FOR
 AI5919'ACCESS TO THE FLIGHT OPERATIONS AREA.  PASS THROUGH THE GATE, ONTO THE
 AI5919'TERMINAL APRON AND GO NORTHEAST FOR 0.05 MI (0.08 KM) TO THE TAXIWAY.
 AI5919'TURN LEFT, NORTHWEST, ON THE TAXIWAY 0.85 MI (1.37 KM) TO THE STATION
 AI5919'ON THE LEFT IN THE GRASS MEDIAN
 AI5919'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 AI5919'POST FLUSH WITH THE GROUND.  IT IS 33.6 M (110.2 FT) NORTH-NORTHEAST
 AI5919'FROM THE NORTHWEST CORNER OF A BUFF METAL STORAGE SHED, 27.2 M (89.2
 AI5919'FT) SOUTH-SOUTHWEST FROM THE EAST END OF A STOP BAR, 20.0 M (65.6 FT)
 AI5919'EAST-SOUTHEAST FROM THE EAST EDGE OF PAVEMENT OF THE WESTERN MOST
 AI5919'RUNUP RAMP, 11.4 M (37.4 FT) NORTH-NORTHEAST FROM THE NORTH EDGE OF
 AI5919'PAVEMENT OF A PRIVATE ROAD/TAXIWAY AND 11.0 M (36.1 FT)
 AI5919'SOUTH-SOUTHWEST FROM THE EDGE OF THE TAXIWAY.  THIS STATION IS
 AI5919'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0663 ***********************************************************************
 KK0663  DESIGNATION -  4
 KK0663  PID         -  KK0663
 KK0663  STATE/COUNTY-  CO/JEFFERSON
 KK0663  USGS QUAD   -  GOLDEN (1994)
 KK0663
 KK0663                         *CURRENT SURVEY CONTROL
 KK0663  ___________________________________________________________________
 KK0663* NAD 83(1986)-  39 51 35.     (N)    105 14 07.     (W)     SCALED    
 KK0663* NAVD 88     -      1889.744  (meters)    6199.94   (feet)  ADJUSTED  
 KK0663  ___________________________________________________________________
 KK0663  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 KK0663  DYNAMIC HT  -        1887.844 (meters)    6193.70  (feet)  COMP
 KK0663  MODELED GRAV-     979,553.8   (mgal)                       NAVD 88
 KK0663
 KK0663  VERT ORDER  -  SECOND    CLASS 0
 KK0663
 KK0663.The horizontal coordinates were scaled from a topographic map and have
 KK0663.an estimated accuracy of +/- 6 seconds.
 KK0663
 KK0663.The orthometric height was determined by differential leveling
 KK0663.and adjusted by the National Geodetic Survey in June 1991..
 KK0663
 KK0663.The geoid height was determined by GEOID03.
 KK0663
 KK0663.The dynamic height is computed by dividing the NAVD 88
 KK0663.geopotential number by the normal gravity value computed on the
 KK0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0663.degrees latitude (g = 980.6199 gals.).
 KK0663
 KK0663.The modeled gravity was interpolated from observed gravity values.
 KK0663
 KK0663;                    North         East    Units  Estimated Accuracy
 KK0663;SPC CO C     -   529,790.      937,050.      MT  (+/- 180 meters Scaled)
 KK0663
 KK0663                          SUPERSEDED SURVEY CONTROL
 KK0663
 KK0663  NGVD 29 (??/??/92) 1888.585  (m)         6196.13   (f) ADJ UNCH    2 0
 KK0663
 KK0663.Superseded values are not recommended for survey control.
 KK0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0663.See file dsdata.txt to determine how the superseded data were derived.
 KK0663
 KK0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE798122(NAD 83)
 KK0663_MARKER: DD = SURVEY DISK
 KK0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0663_STAMPING: 4
 KK0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0663+STABILITY: SURFACE MOTION
 KK0663
 KK0663  HISTORY     - Date     Condition        Report By
 KK0663  HISTORY     - UNK      MONUMENTED       COGS
 KK0663  HISTORY     - 1952     GOOD             NGS
 KK0663  HISTORY     - 1982     MARK NOT FOUND   NGS
 KK0663  HISTORY     - 1984     MARK NOT FOUND   NGS
 KK0663
 KK0663                          STATION DESCRIPTION
 KK0663
 KK0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KK0663'10.4 MI NW FROM ARVADA.
 KK0663'10.25 MILES NORTHWEST ALONG THE DENVER AND SALT LAKE RAILROAD
 KK0663'FROM THE STATION AT ARVADA, THENCE 0.1 MILE NORTH ALONG STATE
 KK0663'HIGHWAY 93, 0.1 MILE NORTH OF A RAILROAD UNDERPASS, 19 FEET EAST
 KK0663'OF THE CENTER LINE OF THE HIGHWAY, 4 FEET WEST OF A FENCE, 3 FEET
 KK0663'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 KK0663'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 KK0663
 KK0663                          STATION RECOVERY (1982)
 KK0663
 KK0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0663'MARK NOT FOUND.
 KK0663
 KK0663                          STATION RECOVERY (1984)
 KK0663
 KK0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK0663'THE HIGHWAY HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0221 ***********************************************************************
 LK0221  DESIGNATION -  4
 LK0221  PID         -  LK0221
 LK0221  STATE/COUNTY-  CO/LOGAN
 LK0221  USGS QUAD   -  ATWOOD (1951)
 LK0221
 LK0221                         *CURRENT SURVEY CONTROL
 LK0221  ___________________________________________________________________
 LK0221* NAD 83(1986)-  40 35 53.     (N)    103 16 41.     (W)     SCALED    
 LK0221* NAVD 88     -      1227.248  (meters)    4026.40   (feet)  ADJUSTED  
 LK0221  ___________________________________________________________________
 LK0221  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 LK0221  DYNAMIC HT  -        1226.345 (meters)    4023.43  (feet)  COMP
 LK0221  MODELED GRAV-     979,846.3   (mgal)                       NAVD 88
 LK0221
 LK0221  VERT ORDER  -  SECOND    CLASS 0
 LK0221
 LK0221.The horizontal coordinates were scaled from a topographic map and have
 LK0221.an estimated accuracy of +/- 6 seconds.
 LK0221
 LK0221.The orthometric height was determined by differential leveling
 LK0221.and adjusted by the National Geodetic Survey in June 1991..
 LK0221
 LK0221.The geoid height was determined by GEOID03.
 LK0221
 LK0221.The dynamic height is computed by dividing the NAVD 88
 LK0221.geopotential number by the normal gravity value computed on the
 LK0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0221.degrees latitude (g = 980.6199 gals.).
 LK0221
 LK0221.The modeled gravity was interpolated from observed gravity values.
 LK0221
 LK0221;                    North         East    Units  Estimated Accuracy
 LK0221;SPC CO N     -   447,580.    1,102,450.      MT  (+/- 180 meters Scaled)
 LK0221
 LK0221                          SUPERSEDED SURVEY CONTROL
 LK0221
 LK0221  NGVD 29 (??/??/92) 1226.700  (m)         4024.60   (f) ADJ UNCH    2 0
 LK0221
 LK0221.Superseded values are not recommended for survey control.
 LK0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0221.See file dsdata.txt to determine how the superseded data were derived.
 LK0221
 LK0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE456955(NAD 83)
 LK0221_MARKER: DD = SURVEY DISK
 LK0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0221_STAMPING: STA NO 4 4024.632
 LK0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0221+STABILITY: SURFACE MOTION
 LK0221
 LK0221  HISTORY     - Date     Condition        Report By
 LK0221  HISTORY     - UNK      MONUMENTED       COGS
 LK0221  HISTORY     - 1934     GOOD             NGS
 LK0221
 LK0221                          STATION DESCRIPTION
 LK0221
 LK0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LK0221'4.6 MI W FROM STERLING.
 LK0221'4.6 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LK0221'FROM THE STATION AT STERLING, LOGAN COUNTY, 800 FEET WEST OF
 LK0221'MILEPOST 234, 50 FEET NORTH OF THE TRACK, NEAR THE RIGHT-OF-WAY
 LK0221'FENCE, 2 FEET LOWER THAN THE TOP OF THE RAIL.  A STATE SURVEY
 LK0221'STANDARD DISK, STAMPED STA NO 4 4024.632 AND SET IN THE TOP OF A
 LK0221'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0218 ***********************************************************************
 HJ0218  DESIGNATION -  4
 HJ0218  PID         -  HJ0218
 HJ0218  STATE/COUNTY-  CO/OTERO
 HJ0218  USGS QUAD   -  LA JUNTA (1984)
 HJ0218
 HJ0218                         *CURRENT SURVEY CONTROL
 HJ0218  ___________________________________________________________________
 HJ0218* NAD 83(1986)-  37 59 17.     (N)    103 33 09.     (W)     SCALED    
 HJ0218* NAVD 88     -      1241.576  (meters)    4073.40   (feet)  ADJUSTED  
 HJ0218  ___________________________________________________________________
 HJ0218  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 HJ0218  DYNAMIC HT  -        1240.319 (meters)    4069.28  (feet)  COMP
 HJ0218  MODELED GRAV-     979,574.1   (mgal)                       NAVD 88
 HJ0218
 HJ0218  VERT ORDER  -  FIRST     CLASS II
 HJ0218
 HJ0218.The horizontal coordinates were scaled from a topographic map and have
 HJ0218.an estimated accuracy of +/- 6 seconds.
 HJ0218
 HJ0218.The orthometric height was determined by differential leveling
 HJ0218.and adjusted by the National Geodetic Survey in June 1991..
 HJ0218
 HJ0218.The geoid height was determined by GEOID03.
 HJ0218
 HJ0218.The dynamic height is computed by dividing the NAVD 88
 HJ0218.geopotential number by the normal gravity value computed on the
 HJ0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0218.degrees latitude (g = 980.6199 gals.).
 HJ0218
 HJ0218.The modeled gravity was interpolated from observed gravity values.
 HJ0218
 HJ0218;                    North         East    Units  Estimated Accuracy
 HJ0218;SPC CO S     -   453,240.    1,085,460.      MT  (+/- 180 meters Scaled)
 HJ0218
 HJ0218                          SUPERSEDED SURVEY CONTROL
 HJ0218
 HJ0218.No superseded survey control is available for this station.
 HJ0218
 HJ0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC271054(NAD 83)
 HJ0218_MARKER: DB = BENCH MARK DISK
 HJ0218_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HJ0218_SP_SET: BRIDGE ABUTMENT
 HJ0218_STAMPING: 4 1983
 HJ0218_MARK LOGO: ATSFRR
 HJ0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HJ0218
 HJ0218  HISTORY     - Date     Condition        Report By
 HJ0218  HISTORY     - 1983     MONUMENTED       ATSFRR
 HJ0218  HISTORY     - 1985     GOOD             NGS
 HJ0218
 HJ0218                          STATION DESCRIPTION
 HJ0218
 HJ0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HJ0218'IN LA JUNTA.
 HJ0218'IN LA JUNTA, AT THE INTERSECTION OF JACHIM AVENUE AND THE SANTA FE
 HJ0218'RAILROAD, IN TOP OF AND 0.3 M (1.0 FT) NORTH OF THE SOUTH END OF THE
 HJ0218'EAST CONCRETE ABUTMENT OF THE RAILROAD BRIDGE SPANNING THE ANDERSON
 HJ0218'ARROYO, 27.3 M (89.6 FT) WEST OF THE CENTER OF THE AVENUE, AND 1.4 M
 HJ0218'(4.6 FT) SOUTH OF THE NEAR RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1761 ***********************************************************************
 KK1761  DESIGNATION -  4
 KK1761  PID         -  KK1761
 KK1761  STATE/COUNTY-  CO/JEFFERSON
 KK1761  USGS QUAD   -  ARVADA (1994)
 KK1761
 KK1761                         *CURRENT SURVEY CONTROL
 KK1761  ___________________________________________________________________
 KK1761* NAD 83(1992)-  39 52 04.01845(N)    105 05 33.40004(W)     ADJUSTED  
 KK1761* NAVD 88     -      1656.3    (meters)    5434.     (feet)  VERTCON   
 KK1761  ___________________________________________________________________
 KK1761  LAPLACE CORR-         -11.91  (seconds)                    DEFLEC99
 KK1761  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 KK1761
 KK1761  HORZ ORDER  -  SECOND
 KK1761
 KK1761.The horizontal coordinates were established by classical geodetic methods
 KK1761.and adjusted by the National Geodetic Survey in January 1993..
 KK1761
 KK1761.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1761
 KK1761.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1761
 KK1761.The geoid height was determined by GEOID03.
 KK1761
 KK1761;                    North         East     Units Scale Factor Converg.
 KK1761;SPC CO C     -   530,727.862   949,258.109   MT  1.00002543   +0 15 25.0
 KK1761;SPC CO C     - 1,741,229.66  3,114,357.65   sFT  1.00002543   +0 15 25.0
 KK1761;UTM  13      - 4,413,086.685   492,079.516   MT  0.99960077   -0 03 33.7
 KK1761
 KK1761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1761!SPC CO C     -   0.99974286  x   1.00002543  =   0.99976828
 KK1761!UTM  13      -   0.99974286  x   0.99960077  =   0.99934373
 KK1761
 KK1761:                Primary Azimuth Mark                     Grid Az
 KK1761:SPC CO C     -  4 AZ MK                                  100 03 21.8
 KK1761:UTM  13      -  4 AZ MK                                  100 22 20.5
 KK1761
 KK1761|---------------------------------------------------------------------|
 KK1761| PID    Reference Object                     Distance      Geod. Az  |
 KK1761|                                                           dddmmss.s |
 KK1761| CP7096 4 AZ MK                                            1001846.8 |
 KK1761| CP7097 4 RM 1                               19.441 METERS 21203     |
 KK1761| CP7098 4 RM 2                               12.830 METERS 31211     |
 KK1761|---------------------------------------------------------------------|
 KK1761
 KK1761                          SUPERSEDED SURVEY CONTROL
 KK1761
 KK1761  NAD 83(1986)-  39 52 04.01432(N)    105 05 33.39792(W) AD(       ) 2
 KK1761  NAD 27      -  39 52 04.06608(N)    105 05 31.45495(W) AD(       ) 2
 KK1761  NGVD 29 (07/19/86) 1655.3    (m)         5431.     (f) VERT ANG       
 KK1761
 KK1761.Superseded values are not recommended for survey control.
 KK1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1761.See file dsdata.txt to determine how the superseded data were derived.
 KK1761
 KK1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE9208013087(NAD 83)
 KK1761_MARKER: DD = SURVEY DISK
 KK1761_SETTING: 0 = UNSPECIFIED SETTING
 KK1761
 KK1761  HISTORY     - Date     Condition        Report By
 KK1761  HISTORY     - 1977     MONUMENTED       CO-059
 KK1761
 KK1761                          STATION DESCRIPTION
 KK1761
 KK1761'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1761'THE STATION IS LOCATED 0.2 MILE WEST OF STATE HIGHWAY 121, 0.8
 KK1761'MILE EAST OF STANDLEY LAKE AND 4.5 MILES NORTH OF THE ARVADA
 KK1761'CITY HALL, NEAR THE NORTHEAST CORNER OF SECTION 22, T 2 S,
 KK1761'R 69 W.
 KK1761'
 KK1761'TO REACH THE STATION FROM THE ARVADA CITY HALL, GO NORTH ON
 KK1761'STATE HIGHWAY 121 (WADSWORTH BOULDEVARD) 4.5 MILES TO A LEFT
 KK1761'TURN ON WEST 94TH AVENUE TO THE WEST.  GO 0.2 MILE TO A SHARP
 KK1761'CURVE TO THE RIGHT WHERE WEST 94TH AVENUE BECOMES LARK BUNTING
 KK1761'DRIVE.  THE STATION IS ON THE SIDEWALK ON THE INSIDE OF THIS
 KK1761'CURVE.
 KK1761'
 KK1761'TO REACH THE AZIMUTH MARK FROM THE ARVADA CITY HALL, GO NORTH ON
 KK1761'STATE HIGHWAY 121 (WADSWORTH BOULEVARD) FOR 4.0 MILES TO A
 KK1761'FORK.  HIGHWAY 121 BEARS LEFT AT THIS POINT.  CONTINUE NORTH
 KK1761'ON WADSWORTH BOULEVARD 0.4 MILE TO A RAILROAD TRACK AND THE
 KK1761'AZIMUTH MARK ON THE RIGHT, EAST SIDE OF ROAD.
 KK1761'
 KK1761'THE STATION MARK, STAMPED--4 JCMD 1977---, IS A 3-INCH BRONZE
 KK1761'DISK CEMENTED IN A DRILL HOLE IN THE SIDEWALK, 49 FEET SOUTH
 KK1761'OF THE CENTER OF WEST 94TH AVENUE, 21.5 FEET EAST OF THE
 KK1761'CENTER OF LARK BUNTING DRIVE AND 3 FEET EAST-SOUTHEAST OF THE
 KK1761'CENTER OF A STORM SEWER CATCH BASIN.
 KK1761'
 KK1761'REFERENCE MARK 1, STAMPED--4 JCMD RM 1 1977---, IS A 3-INCH
 KK1761'BRONZE DISK CEMENTED IN A DRILL HOLE IN SIDEWALK 107 FEET SOUTH
 KK1761'OF THE CENTER OF 94TH AVENUE, 18.5 FEET EAST OF THE CENTER OF
 KK1761'LARK BUNTING DRIVE AND 62.5 FEET SOUTH OF THE CENTER OF A
 KK1761'DRIVEWAY TO THE EAST.
 KK1761'
 KK1761'REFERENCE MARK 2, STAMPED--4 JCMD RM 2 1977---, IS A 3-INCH
 KK1761'BRONZE DISK CEMENTED IN A DRILL HOLE IN SIDEWALK 19 FEET WEST
 KK1761'OF THE CENTER OF LARK BUNTING DRIVE, 52 FEET WEST-SOUTHWEST OF
 KK1761'A FIREPLUG AND 83.5 FEET NORTH OF A 5 FOOT BY 5 FOOT BY 3 FOOT
 KK1761'METAL BOX.
 KK1761'
 KK1761'THE AZIMUTH MARK, STAMPED--4 JCMD AZM 1977---, IS A 3-INCH
 KK1761'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE WEST SIDE OF THE
 KK1761'CONCRETE BASE OF AN ELECTRIC RAILROAD CROSSING SIGNAL, 17
 KK1761'FEET EAST OF THE CENTER OF WADSWORTH BOULEVARD, 13 FEET
 KK1761'SOUTHWEST OF THE CENTER OF THE TRACKS AND 74 FEET SOUTHEAST OF
 KK1761'THE OPPOSITE SIGNAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0667 ***********************************************************************
 KK0667  DESIGNATION -  4 A
 KK0667  PID         -  KK0667
 KK0667  STATE/COUNTY-  CO/DENVER
 KK0667  USGS QUAD   -  ARVADA (1994)
 KK0667
 KK0667                         *CURRENT SURVEY CONTROL
 KK0667  ___________________________________________________________________
 KK0667* NAD 83(1986)-  39 45 37.     (N)    105 01 30.     (W)     SCALED    
 KK0667* NAVD 88     -      1624.052  (meters)    5328.24   (feet)  POSTED    
 KK0667  ___________________________________________________________________
 KK0667  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 KK0667  DYNAMIC HT  -        1622.490 (meters)    5323.12  (feet)  COMP
 KK0667  MODELED GRAV-     979,608.7   (mgal)                       NAVD 88
 KK0667
 KK0667  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0667
 KK0667.The horizontal coordinates were scaled from a topographic map and have
 KK0667.an estimated accuracy of +/- 6 seconds.
 KK0667
 KK0667.The orthometric height was determined by differential leveling
 KK0667.and adjusted by the National Geodetic Survey in 1992..
 KK0667.No vertical observational check was made to the station.
 KK0667.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0667.was located on a no-check spur therefore a value was not computed.
 KK0667
 KK0667.The geoid height was determined by GEOID03.
 KK0667
 KK0667.The dynamic height is computed by dividing the NAVD 88
 KK0667.geopotential number by the normal gravity value computed on the
 KK0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0667.degrees latitude (g = 980.6199 gals.).
 KK0667
 KK0667.The modeled gravity was interpolated from observed gravity values.
 KK0667
 KK0667;                    North         East    Units  Estimated Accuracy
 KK0667;SPC CO C     -   518,820.      955,110.      MT  (+/- 180 meters Scaled)
 KK0667
 KK0667                          SUPERSEDED SURVEY CONTROL
 KK0667
 KK0667  NGVD 29 (??/??/92) 1623.124  (m)         5325.20   (f) ADJ UNCH    1 2
 KK0667
 KK0667.Superseded values are not recommended for survey control.
 KK0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0667.See file dsdata.txt to determine how the superseded data were derived.
 KK0667
 KK0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE978011(NAD 83)
 KK0667_MARKER: R = RIVET
 KK0667_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0667_SP_SET: CURB
 KK0667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0667
 KK0667  HISTORY     - Date     Condition        Report By
 KK0667  HISTORY     - UNK      MONUMENTED       CGS
 KK0667  HISTORY     - 1939     GOOD             NGS
 KK0667
 KK0667                          STATION DESCRIPTION
 KK0667
 KK0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0667'AT DENVER.
 KK0667'AT DENVER, DENVER COUNTY, AT THE INTERSECTION OF NORTH SPEER
 KK0667'BOULEVARD AND FEDERAL BOULEVARD, 90 FEET EAST OF FEDERAL
 KK0667'BOULEVARD, IN LINE WITH THE WEST SIDE OF A SAFEWAY STORE
 KK0667'BUILDING, AND IN THE TOP OF THE NORTH CURB OF NORTH SPEER
 KK0667'BOULEVARD.  A METAL RIVET.
 KK0667'NOTE-- PREVIOUSLY DESIGNATED AS BM 4 A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0632 ***********************************************************************
 LL0632  DESIGNATION -  4 AV
 LL0632  PID         -  LL0632
 LL0632  STATE/COUNTY-  CO/BOULDER
 LL0632  USGS QUAD   -  HYGIENE (1979)
 LL0632
 LL0632                         *CURRENT SURVEY CONTROL
 LL0632  ___________________________________________________________________
 LL0632* NAD 83(1986)-  40 12 25.     (N)    105 12 39.     (W)     SCALED    
 LL0632* NAVD 88     -      1585.865  (meters)    5202.96   (feet)  POSTED    
 LL0632  ___________________________________________________________________
 LL0632  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 LL0632  DYNAMIC HT  -        1584.400 (meters)    5198.15  (feet)  COMP
 LL0632  MODELED GRAV-     979,648.8   (mgal)                       NAVD 88
 LL0632
 LL0632  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0632
 LL0632.The horizontal coordinates were scaled from a topographic map and have
 LL0632.an estimated accuracy of +/- 6 seconds.
 LL0632
 LL0632.The orthometric height was determined by differential leveling
 LL0632.and adjusted by the National Geodetic Survey in 1992..
 LL0632.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0632.rate of 0.0 thru 1.0 mm/km.
 LL0632
 LL0632.The geoid height was determined by GEOID03.
 LL0632
 LL0632.The dynamic height is computed by dividing the NAVD 88
 LL0632.geopotential number by the normal gravity value computed on the
 LL0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0632.degrees latitude (g = 980.6199 gals.).
 LL0632
 LL0632.The modeled gravity was interpolated from observed gravity values.
 LL0632
 LL0632;                    North         East    Units  Estimated Accuracy
 LL0632;SPC CO N     -   401,840.      939,020.      MT  (+/- 180 meters Scaled)
 LL0632
 LL0632                          SUPERSEDED SURVEY CONTROL
 LL0632
 LL0632  NGVD 29 (??/??/92) 1584.840  (m)         5199.60   (f) ADJ UNCH    2 0
 LL0632
 LL0632.Superseded values are not recommended for survey control.
 LL0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0632.See file dsdata.txt to determine how the superseded data were derived.
 LL0632
 LL0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE820507(NAD 83)
 LL0632_MARKER: DD = SURVEY DISK
 LL0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0632_STAMPING: 5201 4 AV 1949
 LL0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0632+STABILITY: SURFACE MOTION
 LL0632
 LL0632  HISTORY     - Date     Condition        Report By
 LL0632  HISTORY     - 1949     MONUMENTED       USGS
 LL0632  HISTORY     - 1951     GOOD             NGS
 LL0632  HISTORY     - 1983     MARK NOT FOUND   NGS
 LL0632  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0632  HISTORY     - 19980916 MARK NOT FOUND   USPSQD
 LL0632  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL0632  HISTORY     - 20040223 MARK NOT FOUND   USPSQD
 LL0632
 LL0632                          STATION DESCRIPTION
 LL0632
 LL0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LL0632'2.8 MI NW FROM HYGIENE.
 LL0632'1.0 MILE NORTH ALONG STATE HIGHWAY 379 FROM THE POST OFFICE
 LL0632'AT HYGIENE, THENCE 1.85 MILES WEST ALONG STATE HIGHWAY 66,
 LL0632'AT A JUNCTION WITH A ROAD LEADING NORTH, 30 FEET NORTH OF THE
 LL0632'CENTER LINE OF THE HIGHWAY, 36 FEET EAST OF THE CENTER LINE OF
 LL0632'THE ROAD LEADING NORTH, 17 FEET EAST OF A POWER POLE, 4 FEET
 LL0632'EAST OF THE SOUTHEAST CORNER OF A SMALL PUMP HOUSE, 2 FEET
 LL0632'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LL0632'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 LL0632
 LL0632                          STATION RECOVERY (1983)
 LL0632
 LL0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0632'MARK NOT FOUND.
 LL0632
 LL0632                          STATION RECOVERY (1984)
 LL0632
 LL0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0632'MARK NOT FOUND.
 LL0632
 LL0632                          STATION RECOVERY (1998)
 LL0632
 LL0632'RECOVERY NOTE BY US POWER SQUADRON 1998
 LL0632'MARK NOT FOUND.
 LL0632
 LL0632                          STATION RECOVERY (2001)
 LL0632
 LL0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0632'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL0632
 LL0632                          STATION RECOVERY (2004)
 LL0632
 LL0632'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL0632'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1078 ***********************************************************************
 LL1078  DESIGNATION -  4 AV RESET
 LL1078  PID         -  LL1078
 LL1078  STATE/COUNTY-  CO/BOULDER
 LL1078  USGS QUAD   -  HYGIENE (1979)
 LL1078
 LL1078                         *CURRENT SURVEY CONTROL
 LL1078  ___________________________________________________________________
 LL1078* NAD 83(1986)-  40 12 26.     (N)    105 12 47.     (W)     SCALED    
 LL1078* NAVD 88     -      1585.638  (meters)    5202.21   (feet)  ADJUSTED  
 LL1078  ___________________________________________________________________
 LL1078  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 LL1078  DYNAMIC HT  -        1584.176 (meters)    5197.42  (feet)  COMP
 LL1078  MODELED GRAV-     979,648.7   (mgal)                       NAVD 88
 LL1078
 LL1078  VERT ORDER  -  FIRST     CLASS II
 LL1078
 LL1078.The horizontal coordinates were scaled from a topographic map and have
 LL1078.an estimated accuracy of +/- 6 seconds.
 LL1078
 LL1078.The orthometric height was determined by differential leveling
 LL1078.and adjusted by the National Geodetic Survey in June 1991..
 LL1078
 LL1078.The geoid height was determined by GEOID03.
 LL1078
 LL1078.The dynamic height is computed by dividing the NAVD 88
 LL1078.geopotential number by the normal gravity value computed on the
 LL1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1078.degrees latitude (g = 980.6199 gals.).
 LL1078
 LL1078.The modeled gravity was interpolated from observed gravity values.
 LL1078
 LL1078;                    North         East    Units  Estimated Accuracy
 LL1078;SPC CO N     -   401,870.      938,830.      MT  (+/- 180 meters Scaled)
 LL1078
 LL1078                          SUPERSEDED SURVEY CONTROL
 LL1078
 LL1078  NGVD 29 (??/??/??) 1584.710  (m)         5199.17   (f) ADJUSTED    1 2
 LL1078
 LL1078.Superseded values are not recommended for survey control.
 LL1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1078.See file dsdata.txt to determine how the superseded data were derived.
 LL1078
 LL1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE818507(NAD 83)
 LL1078_MARKER: DB = BENCH MARK DISK
 LL1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1078_SP_SET: CONCRETE POST
 LL1078_STAMPING: 4 AV 1949 RESET 1960
 LL1078_MARK LOGO: USGS  
 LL1078_PROJECTION: PROJECTING 10 CENTIMETERS
 LL1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1078+STABILITY: SURFACE MOTION
 LL1078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1078+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 LL1078
 LL1078  HISTORY     - Date     Condition        Report By
 LL1078  HISTORY     - 1960     MONUMENTED       RBNF
 LL1078  HISTORY     - 1984     GOOD             NGS
 LL1078  HISTORY     - 19980916 GOOD             USPSQD
 LL1078  HISTORY     - 20010331 GOOD             NGS
 LL1078  HISTORY     - 20040223 GOOD             USPSQD
 LL1078  HISTORY     - 20050809 GOOD             USPSQD
 LL1078
 LL1078                          STATION DESCRIPTION
 LL1078
 LL1078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1078'9.4 KM (5.85 MI) WEST FROM LONGMONT.
 LL1078'9.4 KM (5.85 MI) WESTERLY ALONG STATE HIGHWAY 66 FROM ITS JUNCTION
 LL1078'WITH U.S. HIGHWAY 287 IN LONGMONT, 32.1 METERS (105.3 FT) NORTH OF THE
 LL1078'CENTERLINE OF THE HIGHWAY, 20.7 METERS (67.9 FT) EAST OF THE CENTER OF
 LL1078'COUNTY ROAD 41 LEADING NORTH, 6.0 METERS (19.7 FT) WEST OF A UTILITY
 LL1078'POLE, 1.6 METERS (5.2 FT) EAST OF A FENCE CORNER, 0.5 METER (1.6 FT)
 LL1078'SOUTH OF THE SOUTHEAST CORNER OF A PUMP HOUSE, AND 0.3 METER (1.0 FT)
 LL1078'NORTH OF A FENCE.
 LL1078'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 LL1078'THE MARK IS 1.6 M BELOW THE HIGHWAY.
 LL1078
 LL1078                          STATION RECOVERY (1998)
 LL1078
 LL1078'RECOVERY NOTE BY US POWER SQUADRON 1998
 LL1078'RECOVERED IN GOOD CONDITION.
 LL1078
 LL1078                          STATION RECOVERY (2001)
 LL1078
 LL1078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL1078'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL1078
 LL1078                          STATION RECOVERY (2004)
 LL1078
 LL1078'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL1078'RECOVERED IN GOOD CONDITION.
 LL1078
 LL1078                          STATION RECOVERY (2005)
 LL1078
 LL1078'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 LL1078'FOUND AS DESCRIBED.  WITNESS POST IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2118 ***********************************************************************
 KK2118  DESIGNATION -  4 BB RESET
 KK2118  PID         -  KK2118
 KK2118  STATE/COUNTY-  CO/EL PASO
 KK2118  USGS QUAD   -  MONUMENT (1986)
 KK2118
 KK2118                         *CURRENT SURVEY CONTROL
 KK2118  ___________________________________________________________________
 KK2118* NAD 83(1992)-  39 04 15.70188(N)    104 45 42.46304(W)     ADJUSTED  
 KK2118* NAVD 88     -      2307.59   (meters)    7570.8    (feet)  RESET     
 KK2118  ___________________________________________________________________
 KK2118  X           -  -1,263,848.667 (meters)                     COMP
 KK2118  Y           -  -4,796,422.815 (meters)                     COMP
 KK2118  Z           -   3,999,885.800 (meters)                     COMP
 KK2118  LAPLACE CORR-          -8.03  (seconds)                    DEFLEC99
 KK2118  ELLIP HEIGHT-        2290.77  (meters)          (12/03/02) GPS OBS
 KK2118  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 KK2118
 KK2118  HORZ ORDER  -  FIRST
 KK2118  VERT ORDER  -  THIRD
 KK2118  ELLP ORDER  -  FOURTH    CLASS II
 KK2118
 KK2118.The horizontal coordinates were established by GPS observations
 KK2118.and adjusted by the National Geodetic Survey in October 1994..
 KK2118
 KK2118.The orthometric height was computed from unverified reset data.
 KK2118.No vertical observational check was made to the station.
 KK2118
 KK2118.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK2118
 KK2118.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2118
 KK2118.The ellipsoidal height was determined by GPS observations
 KK2118.and is referenced to NAD 83.
 KK2118
 KK2118.The geoid height was determined by GEOID03.
 KK2118
 KK2118;                    North         East     Units Scale Factor Converg.
 KK2118;SPC CO C     -   442,453.130   978,281.075   MT  0.99993605   +0 27 56.1
 KK2118;SPC CO C     - 1,451,614.98  3,209,577.16   sFT  0.99993605   +0 27 56.1
 KK2118;UTM  13      - 4,324,685.716   520,605.938   MT  0.99960523   +0 09 00.5
 KK2118
 KK2118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2118!SPC CO C     -   0.99964072  x   0.99993605  =   0.99957679
 KK2118!UTM  13      -   0.99964072  x   0.99960523  =   0.99924609
 KK2118
 KK2118                          SUPERSEDED SURVEY CONTROL
 KK2118
 KK2118  ELLIP H (10/14/94) 2290.78   (m)                       GP(       ) 3 1
 KK2118  NGVD 29 (03/28/06) 2306.36   (m)         7566.8    (f) RESET       3  
 KK2118
 KK2118.Superseded values are not recommended for survey control.
 KK2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2118.See file dsdata.txt to determine how the superseded data were derived.
 KK2118
 KK2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED2060624686(NAD 83)
 KK2118_MARKER: DB = BENCH MARK DISK
 KK2118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK2118_SP_SET: CONCRETE POST
 KK2118_STAMPING: 4 BB RESET 1984
 KK2118_MARK LOGO: USGS  
 KK2118_PROJECTION: FLUSH
 KK2118_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK2118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK2118+STABILITY: SURFACE MOTION
 KK2118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK2118+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2003
 KK2118
 KK2118  HISTORY     - Date     Condition        Report By
 KK2118  HISTORY     - 1984     MONUMENTED       USGS
 KK2118  HISTORY     - 19930128 GOOD             MSAM
 KK2118  HISTORY     - 19970113 GOOD             CODOT
 KK2118  HISTORY     - 20031219 GOOD             CLSI
 KK2118
 KK2118                          STATION DESCRIPTION
 KK2118
 KK2118'DESCRIBED BY US GEOLOGICAL SURVEY 1984
 KK2118'9.9 KM (6.15 MI) EAST FROM MONUMENT.
 KK2118'1.6 KM (1.00 MI) SOUTH ALONG U.S. HIGHWAY 85 AND 87 FROM THEIR
 KK2118'JUNCTION WITH STATE HIGHWAY 50 IN MONUMENT, THENCE 6.3 KM (3.90 MI)
 KK2118'EAST ALONG A GRAVELED ROAD, THENCE 0.5 KM (0.30 MI) SOUTHEAST ALONG A
 KK2118'RANCH ROAD, THENCE 0.3 KM (0.20 MI) SOUTHEAST ALONG A DIM TRACK ROAD,
 KK2118'THENCE 1.3 KM (0.80 MI) TO THE INTERSECTION OF STATE HIGHWAY 83 AND
 KK2118'HODGEN ROAD, 30.2 M (99.1 FT) NORTHWEST FROM THE CENTER OF
 KK2118'INTERSECTION OF HODGEN ROAD AND STATE HIGHWAY 83, 24.4 M (80.1 FT)
 KK2118'NORTH FROM THE OLD BENCH MARK, 14.3 M (46.9 FT) WEST FROM THE
 KK2118'CENTERLINE OF STATE HIGHWAY 83 AND 0.3 M (1.0 FT) EAST FROM THE
 KK2118'WESTERN RIGHT-OF-WAY FENCE.
 KK2118'THE MARK IS 1.6 FT  S FROM  A WITNESS POST
 KK2118'THE MARK IS 3.0 FT ABOVE STATE HIGHWAY 83.
 KK2118
 KK2118                          STATION RECOVERY (1993)
 KK2118
 KK2118'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1993 (KCH)
 KK2118'THE STATION IS LOCATED ABOUT 5.6 MILESEAST OF MONUMENT, COLORADO, ON
 KK2118'THE WEST SIDE OF SH 83, IN SECTION 22, TOWNSHIP 11 SOUTH, RANGE 66
 KK2118'WEST OF THE 6TH P.M., OWNERSHIP-COLORADO DEPARTMENT OF
 KK2118'TRANSPORTATION.
 KK2118' 
 KK2118'TO REACH FROM THE INTERCHANGE OF INTERSTATE 25 AND COUNTY LINE ROAD
 KK2118'(PALMER DIVIDE ROAD), EXIT 163, GO EAST ON COUNTY LINE ROAD FOR 5.2
 KK2118'MILESTO SH 83, GO SOUTH (RIGHT) ON SH 83 FOR 4.2 MILESTO THE STATION
 KK2118'ON THE WEST (RIGHT).
 KK2118' 
 KK2118'THE STATION IS A BRASS DISK SET IN A CONCRETE MONUMENT, IN A NORTH
 KK2118'SOUTH RIGHT OF WAY FENCE LINE, IT IS 46 FEETWEST OF THE CENTERLINE OF
 KK2118'SH 83, 126.6 FEETSOUTH OF A CODOT ROW MARKER ON THE WEST SIDE OF SH 83
 KK2118'AND 160.2 SOUTHWEST OF A CODOT ROW MARKER ON THE EAST SIDE OF SH 83,
 KK2118'IT IS NORTH OF THE INTERSECTION OF SH 83 AND HODGEN ROAD.
 KK2118
 KK2118                          STATION RECOVERY (1997)
 KK2118
 KK2118'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 KK2118'THE STATION IS LOCATED ABOUT 5 MI (8.0 KM) NORTHEAST FROM THE NORTHERN
 KK2118'ENTRANCE TO THE AIR FORCE ACADAMY, 5 MI (8.0 KM) EAST-NORTHEAST FROM
 KK2118'THE TOWN OF MONUMENT AND 4 MI (6.4 KM) SOUTH FROM THE EL PASO-DOUGLAS
 KK2118'COUNTY LINE, IN THE SOUTHEAST 1/4 OF SECTION 22, T 11 S, R 66 W.
 KK2118'OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION  TO REACH THE STATION
 KK2118'FROM THE INTERSECTION OF INTERSTATE 25 AND COUNTY LINE ROAD (EXIT 163)
 KK2118', GO EAST ON COUNTY LINE ROAD FOR 5.2 MI (8.4 KM) TO THE INTERSECTION
 KK2118'OF STATE HIGHWAY 83.  TURN RIGHT, SOUTH, ON STATE HIGHWAY 83 FOR 4.2
 KK2118'MI (6.8 KM) TO THE STATION ON THE RIGHT AT THE INTERSECTION OF HODGEN
 KK2118'ROAD  THE MARK IS A STANDARD USGS BENCH MARK DISK SET IN A 30 CM ROUND
 KK2118'CONCRETE POST PROJECTING 4 CM ABOVE THE GROUND.  IT IS 48.8 M (160.1
 KK2118'FT) SOUTHWEST FROM A CDOT RIGHT-OF-WAY MARKER ON THE EAST SIDE OF
 KK2118'STATE HIGHWAY 83, 38.6 M (126.6 FT) SOUTH FROM A CDOT RIGHT-OF-WAY
 KK2118'MARKER ON THE WEST SIDE OF STATE HIGHWAY 83, 30.2 M (99.1 FT)
 KK2118'NORTHWEST FROM THE CENTER OF THE INTERSECTION OF STATE HIGHWAY 83 AND
 KK2118'HODGEN ROAD, 14.3 M (46.9 FT) WEST OF THE CENTER LINE OF STATE HIGHWAY
 KK2118'83, 0.5 M (1.6 FT) SOUTH FROM A WITNESS POST, 0.3 M (1.0 FT) EAST FROM
 KK2118'THE WESTERN RIGHT-OF-WAY FENCE AND ABOUT 0.9 M (3.0 FT) ABOVE THE
 KK2118'HIGHWAY.
 KK2118
 KK2118                          STATION RECOVERY (2003)
 KK2118
 KK2118'RECOVERY NOTE BY CLARK LAND SURVEYING INCORPORATED 2003 (MSJ)
 KK2118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0611 ***********************************************************************
 KK0611  DESIGNATION -  4 BOULDER
 KK0611  PID         -  KK0611
 KK0611  STATE/COUNTY-  CO/BOULDER
 KK0611  USGS QUAD   -  ELDORADO SPRINGS (1994)
 KK0611
 KK0611                         *CURRENT SURVEY CONTROL
 KK0611  ___________________________________________________________________
 KK0611* NAD 83(1986)-  39 55 08.     (N)    105 17 55.     (W)     SCALED    
 KK0611* NAVD 88     -      2165.34   (+/-2cm)    7104.1    (feet)  VERTCON   
 KK0611  ___________________________________________________________________
 KK0611  GEOID HEIGHT-         -15.16  (meters)                     GEOID03
 KK0611
 KK0611  VERT ORDER  -  ? (See Below)
 KK0611
 KK0611.The horizontal coordinates were scaled from a topographic map and have
 KK0611.an estimated accuracy of +/- 6 seconds.
 KK0611
 KK0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK0611.The vertical order pertains to the NGVD 29 superseded value.
 KK0611
 KK0611.The geoid height was determined by GEOID03.
 KK0611
 KK0611;                    North         East    Units  Estimated Accuracy
 KK0611;SPC CO N     -   369,830.      931,620.      MT  (+/- 180 meters Scaled)
 KK0611
 KK0611                          SUPERSEDED SURVEY CONTROL
 KK0611
 KK0611  NGVD 29 (??/??/92) 2164.135  (m)         7100.17   (f) ADJ UNCH    ?  
 KK0611
 KK0611.Superseded values are not recommended for survey control.
 KK0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0611.See file dsdata.txt to determine how the superseded data were derived.
 KK0611
 KK0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE744187(NAD 83)
 KK0611_MARKER: B = BOLT
 KK0611_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0611_SP_SET: TUNNEL BRACE
 KK0611_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0611
 KK0611  HISTORY     - Date     Condition        Report By
 KK0611  HISTORY     - UNK      MONUMENTED       DRGWRR
 KK0611  HISTORY     - 1934     GOOD             NGS
 KK0611  HISTORY     - 1940     MARK NOT FOUND   NGS
 KK0611
 KK0611                          STATION DESCRIPTION
 KK0611
 KK0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KK0611'9.1 MI SE FROM PINE CLIFF.
 KK0611'9.1 MILES SOUTHEAST ALONG THE DENVER AND SALT LAKE RAILWAY FROM
 KK0611'THE STATION AT PINE CLIFF, BOULDER COUNTY, AT THE WEST PORTAL
 KK0611'TO TUNNEL 10, AT THE WEST END OF THE TIMBER BRACING, IN THE WEST
 KK0611'SLOPING FACE OF A BRACE, 1 FOOT BELOW THE PAINTED LETTERS BM, 7
 KK0611'FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 0.7 FOOT LOWER THAN
 KK0611'THE TOP OF THE SOUTH RAIL.  A BOLT, DRIVEN HORIZONTALLY.
 KK0611
 KK0611                          STATION RECOVERY (1940)
 KK0611
 KK0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 KK0611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0410 ***********************************************************************
 HM0410  DESIGNATION -  4 CB
 HM0410  PID         -  HM0410
 HM0410  STATE/COUNTY-  CO/MONTEZUMA
 HM0410  USGS QUAD   -  MANCOS (1973)
 HM0410
 HM0410                         *CURRENT SURVEY CONTROL
 HM0410  ___________________________________________________________________
 HM0410* NAD 83(1986)-  37 20 29.     (N)    108 19 17.     (W)     SCALED    
 HM0410* NAVD 88     -      2114.974  (meters)    6938.88   (feet)  ADJUSTED  
 HM0410  ___________________________________________________________________
 HM0410  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 HM0410  DYNAMIC HT  -        2112.266 (meters)    6929.99  (feet)  COMP
 HM0410  MODELED GRAV-     979,274.4   (mgal)                       NAVD 88
 HM0410
 HM0410  VERT ORDER  -  FIRST     CLASS II
 HM0410
 HM0410.The horizontal coordinates were scaled from a topographic map and have
 HM0410.an estimated accuracy of +/- 6 seconds.
 HM0410
 HM0410.The orthometric height was determined by differential leveling
 HM0410.and adjusted by the National Geodetic Survey in June 1991..
 HM0410
 HM0410.The geoid height was determined by GEOID03.
 HM0410
 HM0410.The dynamic height is computed by dividing the NAVD 88
 HM0410.geopotential number by the normal gravity value computed on the
 HM0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0410.degrees latitude (g = 980.6199 gals.).
 HM0410
 HM0410.The modeled gravity was interpolated from observed gravity values.
 HM0410
 HM0410;                    North         East    Units  Estimated Accuracy
 HM0410;SPC CO S     -   383,460.      664,440.      MT  (+/- 180 meters Scaled)
 HM0410
 HM0410                          SUPERSEDED SURVEY CONTROL
 HM0410
 HM0410.No superseded survey control is available for this station.
 HM0410
 HM0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG372361(NAD 83)
 HM0410_MARKER: DB = BENCH MARK DISK
 HM0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0410_SP_SET: CONCRETE POST
 HM0410_STAMPING: CB 4 6935 1965
 HM0410_MARK LOGO: USGS  
 HM0410_PROJECTION: PROJECTING 30 CENTIMETERS
 HM0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0410+STABILITY: SURFACE MOTION
 HM0410
 HM0410  HISTORY     - Date     Condition        Report By
 HM0410  HISTORY     - 1965     MONUMENTED       USGS
 HM0410  HISTORY     - 1984     GOOD             NGS
 HM0410
 HM0410                          STATION DESCRIPTION
 HM0410
 HM0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0410'26.3 KM (16.35 MI) EAST FROM CORTEZ.
 HM0410'26.3 KM (16.35 MI) EASTERLY ALONG U.S. HIGHWAY 160 FROM ITS WEST
 HM0410'JUNCTION WITH U.S. HIGHWAY 666 IN CORTEZ, 0.1 KM (0.05 MI) NORTHEAST
 HM0410'OF THE INTERSECTION OF COUNTY ROAD 39, 21.5 METERS (70.5 FT) NORTHWEST
 HM0410'OF THE CENTERLINE OF THE HIGHWAY, 16.5 METERS (54.1 FT) EAST OF THE
 HM0410'CENTER OF A FIELD ENTRANCE, 7.1 METERS (23.3 FT) NORTHEAST OF A FENCE
 HM0410'CORNER, AND 0.3 METER (1.0 FT) SOUTHEAST OF A FENCE.
 HM0410'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 HM0410'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0450 ***********************************************************************
 HJ0450  DESIGNATION -  4 CFD
 HJ0450  PID         -  HJ0450
 HJ0450  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0450  USGS QUAD   -  BOX RANCH (1972)
 HJ0450
 HJ0450                         *CURRENT SURVEY CONTROL
 HJ0450  ___________________________________________________________________
 HJ0450* NAD 83(1986)-  37 14 31.     (N)    103 51 18.     (W)     SCALED    
 HJ0450* NAVD 88     -      1693.285  (meters)    5555.39   (feet)  ADJUSTED  
 HJ0450  ___________________________________________________________________
 HJ0450  GEOID HEIGHT-         -19.92  (meters)                     GEOID03
 HJ0450  DYNAMIC HT  -        1691.341 (meters)    5549.01  (feet)  COMP
 HJ0450  MODELED GRAV-     979,422.2   (mgal)                       NAVD 88
 HJ0450
 HJ0450  VERT ORDER  -  THIRD
 HJ0450
 HJ0450.The horizontal coordinates were scaled from a topographic map and have
 HJ0450.an estimated accuracy of +/- 6 seconds.
 HJ0450
 HJ0450.The orthometric height was determined by differential leveling
 HJ0450.and adjusted by the National Geodetic Survey in August 1995..
 HJ0450
 HJ0450.The geoid height was determined by GEOID03.
 HJ0450
 HJ0450.The dynamic height is computed by dividing the NAVD 88
 HJ0450.geopotential number by the normal gravity value computed on the
 HJ0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0450.degrees latitude (g = 980.6199 gals.).
 HJ0450
 HJ0450.The modeled gravity was interpolated from observed gravity values.
 HJ0450
 HJ0450;                    North         East    Units  Estimated Accuracy
 HJ0450;SPC CO S     -   369,930.    1,060,350.      MT  (+/- 180 meters Scaled)
 HJ0450
 HJ0450                          SUPERSEDED SURVEY CONTROL
 HJ0450
 HJ0450.No superseded survey control is available for this station.
 HJ0450
 HJ0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB015223(NAD 83)
 HJ0450_MARKER: DB = BENCH MARK DISK
 HJ0450_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HJ0450+WITH SETTING: INFORMATION.
 HJ0450_SP_SET: METAL ROD DRIVEN INTO GROUND
 HJ0450_STAMPING: 4 CFD 1970
 HJ0450_MARK LOGO: USGS  
 HJ0450_MAGNETIC: I = MARKER IS A STEEL ROD
 HJ0450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HJ0450
 HJ0450  HISTORY     - Date     Condition        Report By
 HJ0450  HISTORY     - 1970     MONUMENTED       USGS
 HJ0450
 HJ0450                          STATION DESCRIPTION
 HJ0450
 HJ0450'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HJ0450'FROM THE JUNCTION OF COLORADO STATE HIGHWAY 389 AND U.S. HIGHWAY
 HJ0450'160, PROCEED 1.8 MILE (2.9 KM) EAST ALONG U.S. HIGHWAY 160 TO A
 HJ0450'CROSSROAD INTERSECTION, THENCE PROCEED 5.4 MILES (8.7 KM) NORTHWEST
 HJ0450'ALONG A COUNTY ROAD KNOWN AS PIPELINE ROAD, 32 FEET (9.8 M) NORTHEAST
 HJ0450'OF THE ROAD, 66 FEET (20.1 M) SOUTHEAST OF A TELEPHONE POLE, AND SET
 HJ0450'ON A COPPER-COATED ROD DRIVEN 5 FEET (1.5 M) INTO THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9839 ***********************************************************************
 AG9839  DESIGNATION -  4 CFD 4509
 AG9839  PID         -  AG9839
 AG9839  STATE/COUNTY-  CO/MORGAN
 AG9839  USGS QUAD   -  ROUND TOP (1984)
 AG9839
 AG9839                         *CURRENT SURVEY CONTROL
 AG9839  ___________________________________________________________________
 AG9839* NAD 83(1992)-  40 08 43.57696(N)    103 44 08.36751(W)     ADJUSTED  
 AG9839* NAVD 88     -      1374.9    (meters)    4511.     (feet)  GPS OBS   
 AG9839  ___________________________________________________________________
 AG9839  X           -  -1,159,515.424 (meters)                     COMP
 AG9839  Y           -  -4,743,691.377 (meters)                     COMP
 AG9839  Z           -   4,091,216.921 (meters)                     COMP
 AG9839  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 AG9839  ELLIP HEIGHT-        1355.28  (meters)          (12/03/02) GPS OBS
 AG9839  GEOID HEIGHT-         -19.63  (meters)                     GEOID03
 AG9839
 AG9839  HORZ ORDER  -  FIRST
 AG9839  ELLP ORDER  -  FOURTH    CLASS II
 AG9839
 AG9839.The horizontal coordinates were established by GPS observations
 AG9839.and adjusted by the National Geodetic Survey in August 1998..
 AG9839
 AG9839.The orthometric height was determined by GPS observations and a
 AG9839.high-resolution geoid model.
 AG9839
 AG9839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9839
 AG9839.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9839
 AG9839.The ellipsoidal height was determined by GPS observations
 AG9839.and is referenced to NAD 83.
 AG9839
 AG9839.The geoid height was determined by GEOID03.
 AG9839
 AG9839;                    North         East     Units Scale Factor Converg.
 AG9839;SPC CO N     -   396,464.286 1,064,729.544   MT  0.99995853   +1 08 24.0
 AG9839;SPC CO N     - 1,300,733.24  3,493,200.18   sFT  0.99995853   +1 08 24.0
 AG9839;UTM  13      - 4,444,665.798   607,696.062   MT  0.99974278   +0 48 54.9
 AG9839
 AG9839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9839!SPC CO N     -   0.99978743  x   0.99995853  =   0.99974597
 AG9839!UTM  13      -   0.99978743  x   0.99974278  =   0.99953027
 AG9839
 AG9839                          SUPERSEDED SURVEY CONTROL
 AG9839
 AG9839  ELLIP H (08/11/98) 1355.29   (m)                       GP(       ) 4 1
 AG9839
 AG9839.Superseded values are not recommended for survey control.
 AG9839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9839.See file dsdata.txt to determine how the superseded data were derived.
 AG9839
 AG9839_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE0769644666(NAD 83)
 AG9839_MARKER: DB = BENCH MARK DISK
 AG9839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9839_STAMPING: 4 CFD 4509 1963
 AG9839_MARK LOGO: USGS  
 AG9839_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AG9839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9839+STABILITY: SURFACE MOTION
 AG9839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9839+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AG9839
 AG9839  HISTORY     - Date     Condition        Report By
 AG9839  HISTORY     - 1997     MONUMENTED       NGS
 AG9839
 AG9839                          STATION DESCRIPTION
 AG9839
 AG9839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AG9839'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) SOUTHWEST OF BRUSH, 8 MI
 AG9839'(12.9 KM) SOUTHEAST OF FORT MORGAN AND 3.6 MI (5.8 KM) NORTHEAST OF
 AG9839'NINEMILE CORNER, IN THE SOUTHEAST 1/4 OF SECTION 10, T 2 N, R 57 W.
 AG9839'OWNERSHIP--MORGAN COUNTY ROAD RIGHT-OF-WAY  TO REACH THE STATION FROM
 AG9839'THE INTERSECTION OF SOUTH SHERMAN STREET (COUNTY ROAD 19) AND
 AG9839'BURLINGTON AVENUE IN FORT MORGAN, GO SOUTH ON SOUTH SHERMAN STREET
 AG9839'(COUNTY ROAD 19) FOR 7.0 MI (11.3 KM) TO THE INTERSECTION ON COUNTY
 AG9839'ROAD K.  TURN LEFT, EAST, ON COUNTY ROAD K FOR 3.0 MI (4.8 KM) TO A
 AG9839'CATTLE GUARD AND THE STATION ON THE LEFT  THE MARK IS A STANDARD DISK
 AG9839'SET IN THE TOP OF A 12 CM SQUARE CONCRETE POST PROJECTING 2 CM ABOVE
 AG9839'THE GROUND.  IT IS 9.9 M (32.5 FT) NORTH FROM THE CENTER OF THE ROAD,
 AG9839'9.85 M (32.32 FT) NORTH FROM THE CENTER OF A CATTLE GUARD, 1.15 M
 AG9839'(3.77 FT) SOUTHWEST FROM A FENCE CORNER, 0.9 M (3.0 FT) SOUTHWEST FROM
 AG9839'A WITNESS POST, 0.8 M (2.6 FT) WEST FROM A NORTH-SOUTH FENCE TO A
 AG9839'CATTLE GUARD AND 0.65 M (2.13 FT) SOUTH FROM AN EAST-WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0354 ***********************************************************************
 KK0354  DESIGNATION -  4 DENVER
 KK0354  PID         -  KK0354
 KK0354  STATE/COUNTY-  CO/DENVER
 KK0354  USGS QUAD   -  FORT LOGAN (1994)
 KK0354
 KK0354                         *CURRENT SURVEY CONTROL
 KK0354  ___________________________________________________________________
 KK0354* NAD 83(1986)-  39 44 52.     (N)    105 00 03.     (W)     SCALED    
 KK0354* NAVD 88     -      1585.400  (meters)    5201.43   (feet)  POSTED    
 KK0354  ___________________________________________________________________
 KK0354  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 KK0354  DYNAMIC HT  -        1583.880 (meters)    5196.45  (feet)  COMP
 KK0354  MODELED GRAV-     979,611.3   (mgal)                       NAVD 88
 KK0354
 KK0354  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KK0354
 KK0354.The horizontal coordinates were scaled from a topographic map and have
 KK0354.an estimated accuracy of +/- 6 seconds.
 KK0354
 KK0354.The orthometric height was determined by differential leveling
 KK0354.and adjusted by the National Geodetic Survey in 1992..
 KK0354.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KK0354.rate of 2.1 thru 3.0 mm/km.
 KK0354
 KK0354.The geoid height was determined by GEOID03.
 KK0354
 KK0354.The dynamic height is computed by dividing the NAVD 88
 KK0354.geopotential number by the normal gravity value computed on the
 KK0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0354.degrees latitude (g = 980.6199 gals.).
 KK0354
 KK0354.The modeled gravity was interpolated from observed gravity values.
 KK0354
 KK0354;                    North         East    Units  Estimated Accuracy
 KK0354;SPC CO C     -   517,440.      957,180.      MT  (+/- 180 meters Scaled)
 KK0354
 KK0354                          SUPERSEDED SURVEY CONTROL
 KK0354
 KK0354  NGVD 29 (??/??/92) 1584.471  (m)         5198.39   (f) ADJ UNCH    1 2
 KK0354
 KK0354.Superseded values are not recommended for survey control.
 KK0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0354.See file dsdata.txt to determine how the superseded data were derived.
 KK0354
 KK0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD999997(NAD 83)
 KK0354_MARKER: X = CHISELED CROSS
 KK0354_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0354_SP_SET: STEPS
 KK0354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0354
 KK0354  HISTORY     - Date     Condition        Report By
 KK0354  HISTORY     - UNK      MONUMENTED       CGS
 KK0354  HISTORY     - 1955     GOOD             NGS
 KK0354
 KK0354                          STATION DESCRIPTION
 KK0354
 KK0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KK0354'AT DENVER.
 KK0354'AT DENVER, DENVER COUNTY, SOUTHWEST OF THE POINT WHERE WAZEE
 KK0354'STREET CROSSES CHERRY CREEK, AT THE CENTER OF A JOG IN WAZEE
 KK0354'STREET, ON THE SOUTHWEST SIDE OF FOURTEENTH STREET, AT THE MAIN
 KK0354'ENTRANCE TO THE BRECHT BUILDING, AND ON THE TOP OF A SANDSTONE
 KK0354'STEP.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0433 ***********************************************************************
 KK0433  DESIGNATION -  4 E
 KK0433  PID         -  KK0433
 KK0433  STATE/COUNTY-  CO/DENVER
 KK0433  USGS QUAD   -  ENGLEWOOD (1997)
 KK0433
 KK0433                         *CURRENT SURVEY CONTROL
 KK0433  ___________________________________________________________________
 KK0433* NAD 83(1986)-  39 43 24.     (N)    104 56 20.     (W)     SCALED    
 KK0433* NAVD 88     -      1641.482  (meters)    5385.43   (feet)  POSTED    
 KK0433  ___________________________________________________________________
 KK0433  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 KK0433  DYNAMIC HT  -        1639.900 (meters)    5380.24  (feet)  COMP
 KK0433  MODELED GRAV-     979,606.1   (mgal)                       NAVD 88
 KK0433
 KK0433  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0433
 KK0433.The horizontal coordinates were scaled from a topographic map and have
 KK0433.an estimated accuracy of +/- 6 seconds.
 KK0433
 KK0433.The orthometric height was determined by differential leveling
 KK0433.and adjusted by the National Geodetic Survey in 1992..
 KK0433.No vertical observational check was made to the station.
 KK0433.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0433.was located on a no-check spur therefore a value was not computed.
 KK0433
 KK0433.The geoid height was determined by GEOID03.
 KK0433
 KK0433.The dynamic height is computed by dividing the NAVD 88
 KK0433.geopotential number by the normal gravity value computed on the
 KK0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0433.degrees latitude (g = 980.6199 gals.).
 KK0433
 KK0433.The modeled gravity was interpolated from observed gravity values.
 KK0433
 KK0433;                    North         East    Units  Estimated Accuracy
 KK0433;SPC CO C     -   514,760.      962,510.      MT  (+/- 180 meters Scaled)
 KK0433
 KK0433                          SUPERSEDED SURVEY CONTROL
 KK0433
 KK0433  NGVD 29 (??/??/92) 1640.560  (m)         5382.40   (f) ADJ UNCH    1 2
 KK0433
 KK0433.Superseded values are not recommended for survey control.
 KK0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0433.See file dsdata.txt to determine how the superseded data were derived.
 KK0433
 KK0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED052970(NAD 83)
 KK0433_MARKER: R = RIVET
 KK0433_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0433_SP_SET: STEPS
 KK0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0433
 KK0433  HISTORY     - Date     Condition        Report By
 KK0433  HISTORY     - UNK      MONUMENTED       CGS
 KK0433  HISTORY     - 1939     GOOD             NGS
 KK0433
 KK0433                          STATION DESCRIPTION
 KK0433
 KK0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0433'AT DENVER.
 KK0433'AT DENVER, DENVER COUNTY, AT THE INTERSECTION OF FOURTH AVENUE
 KK0433'AND ALBION STREET, ABOUT 150 FEET NORTH OF FOURTH AVENUE, ABOUT
 KK0433'120 FEET EAST OF ALBION STREET, AT THE SOUTHWEST ENTRANCE TO AMOS
 KK0433'STECK SCHOOL, 3 FEET NORTH OF THE SOUTHWEST CORNER OF THE BUILDING,
 KK0433'3 INCHES OUT FROM THE WALL, AND IN THE TOP OF THE SECOND CONCRETE
 KK0433'STEP.  A METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0390 ***********************************************************************
 KM0390  DESIGNATION -  4 FMK
 KM0390  PID         -  KM0390
 KM0390  STATE/COUNTY-  CO/MESA
 KM0390  USGS QUAD   -  RUBY CANYON (1968)
 KM0390
 KM0390                         *CURRENT SURVEY CONTROL
 KM0390  ___________________________________________________________________
 KM0390* NAD 83(1986)-  39 14 51.     (N)    108 57 56.     (W)     SCALED    
 KM0390* NAVD 88     -      1438.200  (meters)    4718.49   (feet)  POSTED    
 KM0390  ___________________________________________________________________
 KM0390  GEOID HEIGHT-         -17.58  (meters)                     GEOID03
 KM0390  DYNAMIC HT  -        1436.830 (meters)    4714.00  (feet)  COMP
 KM0390  MODELED GRAV-     979,626.7   (mgal)                       NAVD 88
 KM0390
 KM0390  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KM0390
 KM0390.The horizontal coordinates were scaled from a topographic map and have
 KM0390.an estimated accuracy of +/- 6 seconds.
 KM0390
 KM0390.The orthometric height was determined by differential leveling
 KM0390.and adjusted by the National Geodetic Survey in 1992..
 KM0390.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KM0390.rate of 0.0 thru 1.0 mm/km.
 KM0390
 KM0390.The geoid height was determined by GEOID03.
 KM0390
 KM0390.The dynamic height is computed by dividing the NAVD 88
 KM0390.geopotential number by the normal gravity value computed on the
 KM0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0390.degrees latitude (g = 980.6199 gals.).
 KM0390
 KM0390.The modeled gravity was interpolated from observed gravity values.
 KM0390
 KM0390;                    North         East    Units  Estimated Accuracy
 KM0390;SPC CO C     -   467,490.      615,330.      MT  (+/- 180 meters Scaled)
 KM0390
 KM0390                          SUPERSEDED SURVEY CONTROL
 KM0390
 KM0390  NGVD 29 (??/??/92) 1437.124  (m)         4714.96   (f) ADJ UNCH    2 0
 KM0390
 KM0390.Superseded values are not recommended for survey control.
 KM0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0390.See file dsdata.txt to determine how the superseded data were derived.
 KM0390
 KM0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ755462(NAD 83)
 KM0390_MARKER: DB = BENCH MARK DISK
 KM0390_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KM0390_SP_SET: COPPER-CLAD STEEL ROD
 KM0390_STAMPING: 4 FMK 1969 4715
 KM0390_MARK LOGO: USGS  
 KM0390_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0390+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005
 KM0390
 KM0390  HISTORY     - Date     Condition        Report By
 KM0390  HISTORY     - 1969     MONUMENTED       USGS
 KM0390  HISTORY     - 20050322 GOOD             GEOCAC
 KM0390
 KM0390                          STATION DESCRIPTION
 KM0390
 KM0390'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0390'FROM MACK, COLORADO, PROCEED 6.3 MILES NORTHWEST ALONG U. S.
 KM0390'HIGHWAYS 6 AND 50, 5.8 MILES NORTHEAST OF COLORADO-UTAH STATE LINE,
 KM0390'OPPOSITE OF A Y-ROAD FORK NORTHWEST, 148 FEET SOUTH AND 8 FEET HIGHER
 KM0390'THAN THE CENTERLINE OF THE ROAD, 72 FEET SOUTH OF A POWER POLE AT
 KM0390'ROAD CROSSING, WITNESS POST NEAR BENCH MARK, SET ON 10 FEET OF
 KM0390'COPPER-COATED STEEL ROD ENCASED IN A 6-INCH CONCRETE PIPE WHICH IS
 KM0390'FLUSH WITH THE GROUND.
 KM0390
 KM0390                          STATION RECOVERY (2005)
 KM0390
 KM0390'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0757 ***********************************************************************
 LK0757  DESIGNATION -  4 GDD
 LK0757  PID         -  LK0757
 LK0757  STATE/COUNTY-  CO/LINCOLN
 LK0757  USGS QUAD   -  AKRON SW (1973)
 LK0757
 LK0757                         *CURRENT SURVEY CONTROL
 LK0757  ___________________________________________________________________
 LK0757* NAD 83(1986)-  40 02 41.     (N)    103 12 35.     (W)     SCALED    
 LK0757* NAVD 88     -      1425.094  (meters)    4675.50   (feet)  ADJUSTED  
 LK0757  ___________________________________________________________________
 LK0757  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 LK0757  DYNAMIC HT  -        1423.893 (meters)    4671.56  (feet)  COMP
 LK0757  MODELED GRAV-     979,733.3   (mgal)                       NAVD 88
 LK0757
 LK0757  VERT ORDER  -  THIRD
 LK0757
 LK0757.The horizontal coordinates were scaled from a topographic map and have
 LK0757.an estimated accuracy of +/- 6 seconds.
 LK0757
 LK0757.The orthometric height was determined by differential leveling
 LK0757.and adjusted by the National Geodetic Survey in June 1991..
 LK0757
 LK0757.The geoid height was determined by GEOID03.
 LK0757
 LK0757.The dynamic height is computed by dividing the NAVD 88
 LK0757.geopotential number by the normal gravity value computed on the
 LK0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0757.degrees latitude (g = 980.6199 gals.).
 LK0757
 LK0757.The modeled gravity was interpolated from observed gravity values.
 LK0757
 LK0757;                    North         East    Units  Estimated Accuracy
 LK0757;SPC CO C     -   552,760.    1,109,840.      MT  (+/- 180 meters Scaled)
 LK0757
 LK0757                          SUPERSEDED SURVEY CONTROL
 LK0757
 LK0757.No superseded survey control is available for this station.
 LK0757
 LK0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE527342(NAD 83)
 LK0757_MARKER: DB = BENCH MARK DISK
 LK0757_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LK0757_SP_SET: COPPER-CLAD STEEL ROD
 LK0757_STAMPING: GDD 4 1972
 LK0757_MARK LOGO: USGS  
 LK0757_PROJECTION: FLUSH
 LK0757_MAGNETIC: I = MARKER IS A STEEL ROD
 LK0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0757+SATELLITE: SATELLITE OBSERVATIONS - 1972
 LK0757_ROD/PIPE-DEPTH: 3.05 meters
 LK0757
 LK0757  HISTORY     - Date     Condition        Report By
 LK0757  HISTORY     - 1972     MONUMENTED       USGS
 LK0757
 LK0757                          STATION DESCRIPTION
 LK0757
 LK0757'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 LK0757'AT AKRON, COLORADO, FROM THE INTERSECTION OF STATE HIGHWAY 63 AND U.S.
 LK0757'HIGHWAY 34, PROCEED 7.7 MILES SOUTH ALONG STATE HIGHWAY 63 TO A
 LK0757'WESTERN UNION MICROWAVE TOWER, ABOUT 280 FEET SOUTH OF THE HIGHWAY, 4
 LK0757'FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE FENCE SURROUNDING
 LK0757'THE BUILDING AND TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0577 ***********************************************************************
 KL0577  DESIGNATION -  4 JHD
 KL0577  PID         -  KL0577
 KL0577  STATE/COUNTY-  CO/RIO BLANCO
 KL0577  USGS QUAD   -  VEATCH GULCH (1987)
 KL0577
 KL0577                         *CURRENT SURVEY CONTROL
 KL0577  ___________________________________________________________________
 KL0577* NAD 83(1986)-  39 56 46.     (N)    107 46 10.     (W)     SCALED    
 KL0577* NAVD 88     -      2025.376  (meters)    6644.92   (feet)  ADJUSTED  
 KL0577  ___________________________________________________________________
 KL0577  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 KL0577  DYNAMIC HT  -        2023.262 (meters)    6637.99  (feet)  COMP
 KL0577  MODELED GRAV-     979,510.6   (mgal)                       NAVD 88
 KL0577
 KL0577  VERT ORDER  -  SECOND    CLASS 0
 KL0577
 KL0577.The horizontal coordinates were scaled from a topographic map and have
 KL0577.an estimated accuracy of +/- 6 seconds.
 KL0577
 KL0577.The orthometric height was determined by differential leveling
 KL0577.and adjusted by the National Geodetic Survey in June 1991..
 KL0577
 KL0577.The geoid height was determined by GEOID03.
 KL0577
 KL0577.The dynamic height is computed by dividing the NAVD 88
 KL0577.geopotential number by the normal gravity value computed on the
 KL0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0577.degrees latitude (g = 980.6199 gals.).
 KL0577
 KL0577.The modeled gravity was interpolated from observed gravity values.
 KL0577
 KL0577;                    North         East    Units  Estimated Accuracy
 KL0577;SPC CO N     -   375,320.      720,480.      MT  (+/- 180 meters Scaled)
 KL0577
 KL0577                          SUPERSEDED SURVEY CONTROL
 KL0577
 KL0577  NGVD 29 (??/??/92) 2024.035  (m)         6640.52   (f) ADJ UNCH    2 0
 KL0577
 KL0577.Superseded values are not recommended for survey control.
 KL0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0577.See file dsdata.txt to determine how the superseded data were derived.
 KL0577
 KL0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBE633254(NAD 83)
 KL0577_MARKER: DD = SURVEY DISK
 KL0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0577_STAMPING: JHD 4 6640 1963
 KL0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0577+STABILITY: SURFACE MOTION
 KL0577
 KL0577  HISTORY     - Date     Condition        Report By
 KL0577  HISTORY     - 1963     MONUMENTED       USGS
 KL0577  HISTORY     - 1966     GOOD             NGS
 KL0577
 KL0577                          STATION DESCRIPTION
 KL0577
 KL0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KL0577'10.2 MI SW FROM BUFORD.
 KL0577'10.2 MILES SOUTHWEST ALONG STATE HIGHWAY 132 FROM THE STORE AND POST
 KL0577'OFFICE AT BUFORD, 12.2 MILES SOUTHEAST OF MEEKER, 73 FEET SOUTH OF THE
 KL0577'CENTER LINE OF THE HIGHWAY, 85 FEET SOUTHEAST OF THE CENTER LINE OF A
 KL0577'GRAVEL ROAD SOUTHWEST, 16.5 FEET SOUTH OF A FENCE, 12.4 FEET SOUTHWEST
 KL0577'OF A POWER POLE, 1.8 FEET SOUTHEAST OF A WITNESS POST, ABOUT 2 FEET
 KL0577'LOWER THAN THE HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING
 KL0577'0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4823 ***********************************************************************
 AE4823  DESIGNATION -  4 KEE
 AE4823  PID         -  AE4823
 AE4823  STATE/COUNTY-  CO/PROWERS
 AE4823  USGS QUAD   -  DURKEE CREEK NE (1966)
 AE4823
 AE4823                         *CURRENT SURVEY CONTROL
 AE4823  ___________________________________________________________________
 AE4823* NAD 83(1986)-  37 55 34.     (N)    102 07 04.     (W)     SCALED    
 AE4823* NAVD 88     -      1087.347  (meters)    3567.40   (feet)  ADJUSTED  
 AE4823  ___________________________________________________________________
 AE4823  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AE4823  DYNAMIC HT  -        1086.311 (meters)    3564.01  (feet)  COMP
 AE4823  MODELED GRAV-     979,639.8   (mgal)                       NAVD 88
 AE4823
 AE4823  VERT ORDER  -  FIRST     CLASS II
 AE4823
 AE4823.The horizontal coordinates were scaled from a topographic map and have
 AE4823.an estimated accuracy of +/- 6 seconds.
 AE4823
 AE4823.The orthometric height was determined by differential leveling
 AE4823.and adjusted by the National Geodetic Survey in July 2002..
 AE4823
 AE4823.The geoid height was determined by GEOID03.
 AE4823
 AE4823.The dynamic height is computed by dividing the NAVD 88
 AE4823.geopotential number by the normal gravity value computed on the
 AE4823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4823.degrees latitude (g = 980.6199 gals.).
 AE4823
 AE4823.The modeled gravity was interpolated from observed gravity values.
 AE4823
 AE4823;                    North         East    Units  Estimated Accuracy
 AE4823;SPC CO S     -   449,960.    1,211,690.      MT  (+/- 180 meters Scaled)
 AE4823
 AE4823                          SUPERSEDED SURVEY CONTROL
 AE4823
 AE4823.No superseded survey control is available for this station.
 AE4823
 AE4823_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC533015(NAD 83)
 AE4823_MARKER: DE = TRAVERSE STATION DISK
 AE4823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4823_STAMPING: 4 KEE 1964
 AE4823_MARK LOGO: USGS  
 AE4823_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4823+STABILITY: SURFACE MOTION
 AE4823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4823+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1997
 AE4823
 AE4823  HISTORY     - Date     Condition        Report By
 AE4823  HISTORY     - 1964     MONUMENTED       USGS
 AE4823  HISTORY     - 19971004 GOOD             NGS
 AE4823
 AE4823                          STATION DESCRIPTION
 AE4823
 AE4823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4823'14.1 KM (8.75 MI) SOUTHERLY ALONG STATE HIGHWAY 89 FROM THE JUNCTION
 AE4823'OF U.S.  HIGHWAY 50 IN HOLLY, 15.4 M (50.5 FT) WEST OF THE HIGHWAY
 AE4823'CENTERLINE, 10.4 M (34.1 FT) SOUTH OF THE CENTER OF COUNTY ROAD W, 2.4
 AE4823'M (7.9 FT) SOUTH OF A UTILITY POLE, 0.3 M (1.0 FT) EAST OF A WITNESS
 AE4823'POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 AE4823'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1762 ***********************************************************************
 KK1762  DESIGNATION -  40
 KK1762  PID         -  KK1762
 KK1762  STATE/COUNTY-  CO/JEFFERSON
 KK1762  USGS QUAD   -  ARVADA (1994)
 KK1762
 KK1762                         *CURRENT SURVEY CONTROL
 KK1762  ___________________________________________________________________
 KK1762* NAD 83(1992)-  39 48 42.32940(N)    105 06 08.00701(W)     ADJUSTED  
 KK1762* NAVD 88     -      1650.2    (meters)    5414.     (feet)  VERTCON   
 KK1762  ___________________________________________________________________
 KK1762  LAPLACE CORR-         -12.54  (seconds)                    DEFLEC99
 KK1762  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 KK1762
 KK1762  HORZ ORDER  -  SECOND
 KK1762
 KK1762.The horizontal coordinates were established by classical geodetic methods
 KK1762.and adjusted by the National Geodetic Survey in January 1993..
 KK1762
 KK1762.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1762
 KK1762.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1762
 KK1762.The geoid height was determined by GEOID03.
 KK1762
 KK1762;                    North         East     Units Scale Factor Converg.
 KK1762;SPC CO C     -   524,503.645   948,462.858   MT  1.00001280   +0 15 03.1
 KK1762;SPC CO C     - 1,720,809.04  3,111,748.56   sFT  1.00001280   +0 15 03.1
 KK1762;UTM  13      - 4,406,869.554   491,250.261   MT  0.99960094   -0 03 55.6
 KK1762
 KK1762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1762!SPC CO C     -   0.99974379  x   1.00001280  =   0.99975659
 KK1762!UTM  13      -   0.99974379  x   0.99960094  =   0.99934483
 KK1762
 KK1762|---------------------------------------------------------------------|
 KK1762| PID    Reference Object                     Distance      Geod. Az  |
 KK1762|                                                           dddmmss.s |
 KK1762| CP7100 40 RM 1                              22.013 METERS 13222     |
 KK1762| CP7099 40 AZ MK                                           2962933.5 |
 KK1762| CP7101 40 RM 2                              22.842 METERS 32318     |
 KK1762|---------------------------------------------------------------------|
 KK1762
 KK1762                          SUPERSEDED SURVEY CONTROL
 KK1762
 KK1762  NAD 83(1986)-  39 48 42.32561(N)    105 06 08.00480(W) AD(       ) 2
 KK1762  NAD 27      -  39 48 42.37553(N)    105 06 06.05913(W) AD(       ) 2
 KK1762  NGVD 29 (07/19/86) 1649.2    (m)         5411.     (f) VERT ANG       
 KK1762
 KK1762.Superseded values are not recommended for survey control.
 KK1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1762.See file dsdata.txt to determine how the superseded data were derived.
 KK1762
 KK1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE9125006870(NAD 83)
 KK1762_MARKER: DD = SURVEY DISK
 KK1762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1762_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1762
 KK1762  HISTORY     - Date     Condition        Report By
 KK1762  HISTORY     - 1977     MONUMENTED       CO-059
 KK1762
 KK1762                          STATION DESCRIPTION
 KK1762
 KK1762'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1762'THE STATION IS LOCATED 1/2 MILE NORTHWEST OF THE ARVADA CITY
 KK1762'HALL IN THE NORTHWEST 1/4 OF SECTION 10, T 3 S, R 69 W.
 KK1762'
 KK1762'TO REACH THE STATION FROM THE ARVADA CITY HALL, GO NORTH ON
 KK1762'CARR STREET 0.5 MILE TO OBERON ROAD.  TURN LEFT AND GO WEST 0.6
 KK1762'MILE TO THE STATION ON THE SOUTH EDGE OF THE PAVEMENT.
 KK1762'
 KK1762'TO REACH THE AZIMUTH MARK CONTINUE WEST ON OBERON ROAD 0.2 MILE
 KK1762'TO WEST 64TH AVENUE.  TURN LEFT AND GO WEST 0.1 MILE TO
 KK1762'INDEPENDENCE STREET.  TURN LEFT, AND GO SOUTH APPROXIMATELY 25
 KK1762'FEET TO THE AZIMUTH MARK BETWEEN THE FENCE AND THE IRRIGATION
 KK1762'DITCH.
 KK1762'
 KK1762'THE STATION MARK, STAMPED---40 JCMD 1977---, IS A 3-INCH BRONZE
 KK1762'DISK SET IN CONCRETE FLUSH WITH THE SURFACE LEVEL 74 FEET
 KK1762'WEST-NORTHWEST OF A POWER POLE, 53 FEET WEST-SOUTHWEST OF A
 KK1762'POWER POLE AND 76.5 FEET SOUTHEAST OF A POWER POLE.
 KK1762'
 KK1762'REFERENCE MARK 1, STAMPED---40 JCMD RM 1 1977---, IS A 3-INCH
 KK1762'BRONZE DISK SET IN CONCRETE FLUSH WITH SURFACE LEVEL 16 FEET
 KK1762'SOUTH OF A MANHOLE, 5 FEET NORTH OF A POWER POLE AND 46 FEET
 KK1762'SOUTH-SOUTHEAST OF A FIRE HYDRANT.
 KK1762'
 KK1762'REFERENCE MARK 2, STAMPED---40 JCMD RM 2 1977---, IS A 3-INCH
 KK1762'BRONZE DISK SET IN CONCRETE FLUSH WITH SURFACE LEVEL 4 FEET
 KK1762'SOUTHWEST OF A POWER POLE, 14 FEET SOUTH OF A MANHOLE AND 60
 KK1762'FEET NORTH OF ANOTHER POWER POLE.
 KK1762'
 KK1762'THE AZIMUTH MARK, STAMPED---40 JCMD AZM 1977---, IS A 3-INCH
 KK1762'BRONZE DISK SET IN CONCRETE FLUSH WITH THE SURFACE LEVEL, 45
 KK1762'FEET NORTHEAST OF A MANHOLE CENTER, 28 FEET SOUTH OF A FENCE
 KK1762'CORNER AND 65 FEET SOUTHWEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0320 ***********************************************************************
 JK0320  DESIGNATION -  41 HA
 JK0320  PID         -  JK0320
 JK0320  STATE/COUNTY-  CO/PUEBLO
 JK0320  USGS QUAD   -  TIMBER MOUNTAIN (1994)
 JK0320
 JK0320                         *CURRENT SURVEY CONTROL
 JK0320  ___________________________________________________________________
 JK0320* NAD 83(1986)-  38 31 11.     (N)    104 49 12.     (W)     SCALED    
 JK0320* NAVD 88     -      1764.175  (meters)    5787.96   (feet)  ADJUSTED  
 JK0320  ___________________________________________________________________
 JK0320  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 JK0320  DYNAMIC HT  -        1762.267 (meters)    5781.70  (feet)  COMP
 JK0320  MODELED GRAV-     979,484.7   (mgal)                       NAVD 88
 JK0320
 JK0320  VERT ORDER  -  SECOND    CLASS 0
 JK0320
 JK0320.The horizontal coordinates were scaled from a topographic map and have
 JK0320.an estimated accuracy of +/- 6 seconds.
 JK0320
 JK0320.The orthometric height was determined by differential leveling
 JK0320.and adjusted by the National Geodetic Survey in June 1991..
 JK0320
 JK0320.The geoid height was determined by GEOID03.
 JK0320
 JK0320.The dynamic height is computed by dividing the NAVD 88
 JK0320.geopotential number by the normal gravity value computed on the
 JK0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0320.degrees latitude (g = 980.6199 gals.).
 JK0320
 JK0320.The modeled gravity was interpolated from observed gravity values.
 JK0320
 JK0320;                    North         East    Units  Estimated Accuracy
 JK0320;SPC CO S     -   510,680.      973,700.      MT  (+/- 180 meters Scaled)
 JK0320
 JK0320                          SUPERSEDED SURVEY CONTROL
 JK0320
 JK0320  NGVD 29 (??/??/92) 1763.186  (m)         5784.72   (f) ADJ UNCH    2 0
 JK0320
 JK0320.Superseded values are not recommended for survey control.
 JK0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0320.See file dsdata.txt to determine how the superseded data were derived.
 JK0320
 JK0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC156634(NAD 83)
 JK0320_MARKER: DD = SURVEY DISK
 JK0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0320_STAMPING: 41 H A 1947
 JK0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0320+STABILITY: SURFACE MOTION
 JK0320
 JK0320  HISTORY     - Date     Condition        Report By
 JK0320  HISTORY     - 1947     MONUMENTED       USGS
 JK0320  HISTORY     - 1952     GOOD             NGS
 JK0320  HISTORY     - 1984     MARK NOT FOUND   NGS
 JK0320
 JK0320                          STATION DESCRIPTION
 JK0320
 JK0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JK0320'24.3 MI SE FROM COLORADO SPRINGS.
 JK0320'2.1 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 JK0320'COLORADO SPRINGS, THENCE 13.55 MILES SOUTHWEST ALONG STATE HIGHWAY
 JK0320'115, THENCE 8.65 MILES SOUTHEAST ALONG THE LYTLE ROAD, 300 FEET
 JK0320'NORTH OF A CATTLE GUARD, AT THE COUNTY LINE, 57 FEET NORTHEAST OF
 JK0320'THE CENTER LINE OF THE ROAD, 4 FEET SOUTH OF A FENCE CORNER, 1 FOOT
 JK0320'EAST OF A FENCE, 1.5 FEET EAST OF A WITNESS POST, SET IN THE TOP OF
 JK0320'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 JK0320
 JK0320                          STATION RECOVERY (1984)
 JK0320
 JK0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0730 ***********************************************************************
 KK0730  DESIGNATION -  419
 KK0730  PID         -  KK0730
 KK0730  STATE/COUNTY-  CO/PARK
 KK0730  USGS QUAD   -  BAILEY (1987)
 KK0730
 KK0730                         *CURRENT SURVEY CONTROL
 KK0730  ___________________________________________________________________
 KK0730* NAD 83(1986)-  39 22 57.     (N)    105 25 47.     (W)     SCALED    
 KK0730* NAVD 88     -      2307.620  (meters)    7570.92   (feet)  ADJUSTED  
 KK0730  ___________________________________________________________________
 KK0730  GEOID HEIGHT-         -13.50  (meters)                     GEOID03
 KK0730  DYNAMIC HT  -        2305.048 (meters)    7562.48  (feet)  COMP
 KK0730  MODELED GRAV-     979,429.1   (mgal)                       NAVD 88
 KK0730
 KK0730  VERT ORDER  -  FIRST     CLASS II
 KK0730
 KK0730.The horizontal coordinates were scaled from a topographic map and have
 KK0730.an estimated accuracy of +/- 6 seconds.
 KK0730
 KK0730.The orthometric height was determined by differential leveling
 KK0730.and adjusted by the National Geodetic Survey in June 1991..
 KK0730
 KK0730.The geoid height was determined by GEOID03.
 KK0730
 KK0730.The dynamic height is computed by dividing the NAVD 88
 KK0730.geopotential number by the normal gravity value computed on the
 KK0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0730.degrees latitude (g = 980.6199 gals.).
 KK0730
 KK0730.The modeled gravity was interpolated from observed gravity values.
 KK0730
 KK0730;                    North         East    Units  Estimated Accuracy
 KK0730;SPC CO C     -   476,770.      920,460.      MT  (+/- 180 meters Scaled)
 KK0730
 KK0730                          SUPERSEDED SURVEY CONTROL
 KK0730
 KK0730  NGVD 29 (??/??/92) 2306.366  (m)         7566.80   (f) ADJ UNCH    1 2
 KK0730
 KK0730.Superseded values are not recommended for survey control.
 KK0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0730.See file dsdata.txt to determine how the superseded data were derived.
 KK0730
 KK0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD629593(NAD 83)
 KK0730_MARKER: DD = SURVEY DISK
 KK0730_SETTING: 66 = SET IN ROCK OUTCROP
 KK0730_SP_SET: OUTCROP
 KK0730_STAMPING: BM 419 7568 1930
 KK0730_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0730+STABILITY: POSITION/ELEVATION WELL
 KK0730_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK0730+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2001
 KK0730
 KK0730  HISTORY     - Date     Condition        Report By
 KK0730  HISTORY     - 1930     MONUMENTED       DMWW
 KK0730  HISTORY     - 1951     GOOD             NGS
 KK0730  HISTORY     - 1955     GOOD             NGS
 KK0730  HISTORY     - 20010816 GOOD             USGS
 KK0730
 KK0730                          STATION DESCRIPTION
 KK0730
 KK0730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0730'3.2 MI E FROM BAILEY.
 KK0730'0.55 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 KK0730'BAILEY, THENCE 2.65 MILES EAST ALONG THE ABANDONED COLORADO AND
 KK0730'SOUTHERN RAILROAD GRADE, ON THE CREST OF A ROCKY KNOLL, 0.25 MILE
 KK0730'EAST OF THE OLD RAILROAD STATION AT ESTABROOK WHICH IS NOW A
 KK0730'FARMHOUSE, 350 FEET NORTHEAST OF TWO LARGE STONE POSTS, 145 FEET
 KK0730'NORTH OF THE CENTER LINE OF A PRIVATE TRACK ROAD, 41.4 FEET SOUTHWEST
 KK0730'OF A POWER POLE, 39 FEET SOUTH OF THE CENTER LINE OF THE OLD
 KK0730'RAILROAD GRADE, 33 FEET EAST OF A LONE FORKED PINE TREE, 1 FOOT
 KK0730'ABOVE THE GROUND, SET IN THE TOP OF A ROCK OUTCROP.
 KK0730
 KK0730                          STATION RECOVERY (1955)
 KK0730
 KK0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0730'RECOVERED IN GOOD CONDITION.
 KK0730
 KK0730                          STATION RECOVERY (2001)
 KK0730
 KK0730'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2001 (JRB)
 KK0730'FOLLOW PARK COUNTY ROAD 68 3.8 MILES EAST FROM JUNCTION OF US HWY 285
 KK0730'TO RIVERCLIFF RANCH ON THE NORTH. PASS BETWEEN 2 LARGE STONE POSTS AND
 KK0730'STEEL GATE ONTO PROPERTY. FOLLOW DRIVE 350 FT TO THE STATION ON THE
 KK0730'RIGHT. STATION IS 39 FT SOUTH OF ROAD, 7 FT SW OF SMALL PINE TREE, 33
 KK0730'FT EAST OF FORKED PINE TREE, 15 FEET WEST OF POND ON ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1821 ***********************************************************************
 KK1821  DESIGNATION -  43
 KK1821  PID         -  KK1821
 KK1821  STATE/COUNTY-  CO/JEFFERSON
 KK1821  USGS QUAD   -  FORT LOGAN (1994)
 KK1821
 KK1821                         *CURRENT SURVEY CONTROL
 KK1821  ___________________________________________________________________
 KK1821* NAD 83(1992)-  39 44 27.00981(N)    105 06 56.54909(W)     ADJUSTED  
 KK1821* NAVD 88     -      1728.4    (meters)    5671.     (feet)  VERTCON   
 KK1821  ___________________________________________________________________
 KK1821  LAPLACE CORR-         -14.18  (seconds)                    DEFLEC99
 KK1821  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 KK1821
 KK1821  HORZ ORDER  -  SECOND
 KK1821
 KK1821.The horizontal coordinates were established by classical geodetic methods
 KK1821.and adjusted by the National Geodetic Survey in January 1993..
 KK1821
 KK1821.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1821
 KK1821.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1821
 KK1821.The geoid height was determined by GEOID03.
 KK1821
 KK1821;                    North         East     Units Scale Factor Converg.
 KK1821;SPC CO C     -   516,624.198   947,341.565   MT  0.99999820   +0 14 32.5
 KK1821;SPC CO C     - 1,694,957.89  3,108,069.78   sFT  0.99999820   +0 14 32.5
 KK1821;UTM  13      - 4,398,999.601   490,085.954   MT  0.99960121   -0 04 26.3
 KK1821
 KK1821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1821!SPC CO C     -   0.99973148  x   0.99999820  =   0.99972968
 KK1821!UTM  13      -   0.99973148  x   0.99960121  =   0.99933280
 KK1821
 KK1821|---------------------------------------------------------------------|
 KK1821| PID    Reference Object                     Distance      Geod. Az  |
 KK1821|                                                           dddmmss.s |
 KK1821| CP7106 43 RM 1                              12.848 METERS 08724     |
 KK1821| CP7107 43 RM 2                               5.166 METERS 19916     |
 KK1821| CP7105 43 AZ MK                                           2611223.7 |
 KK1821|---------------------------------------------------------------------|
 KK1821
 KK1821                          SUPERSEDED SURVEY CONTROL
 KK1821
 KK1821  NAD 83(1986)-  39 44 27.00623(N)    105 06 56.54704(W) AD(       ) 2
 KK1821  NAD 27      -  39 44 27.05281(N)    105 06 54.59822(W) AD(       ) 2
 KK1821  NGVD 29 (07/19/86) 1727.5    (m)         5668.     (f) VERT ANG       
 KK1821
 KK1821.Superseded values are not recommended for survey control.
 KK1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1821.See file dsdata.txt to determine how the superseded data were derived.
 KK1821
 KK1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9008699000(NAD 83)
 KK1821_MARKER: DD = SURVEY DISK
 KK1821_SETTING: 0 = UNSPECIFIED SETTING
 KK1821
 KK1821  HISTORY     - Date     Condition        Report By
 KK1821  HISTORY     - 1977     MONUMENTED       CO-059
 KK1821
 KK1821                          STATION DESCRIPTION
 KK1821
 KK1821'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1821'THE STATION IS LOCATED IN THE CITY OF LAKEWOOD ON THE NORTH
 KK1821'SIDE OF U.S. HIGHWAY 40 (WEST COLFAX AVENUE) IN THE SOUTHEAST
 KK1821'1/4 OF SECTION 33, T 3 S, R 69 W.
 KK1821'
 KK1821'THE STATION IS ON WEST COLFAX AVENUE AT MILLER STREET.  ENTER
 KK1821'THE WESTLAND SHOPPING CENTER ON THE NORTH SIDE OF COLFAX AND GO
 KK1821'TO THE SEVEN STORY BANK AND OFFICE BUILDING AT THE SOUTHEAST
 KK1821'CORNER OF THE SHOPPING CENTER.  THE STATION IS LOCATED ATOP THE
 KK1821'PENTHOUSE.
 KK1821'
 KK1821'TO REACH THE AZIMUTH MARK GO TO THE SOUTHWEST CORNER OF THE
 KK1821'SHOPPING CENTER, AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 KK1821'WEST COLFAX AND OWENS STREET AND IN THE TOP OF THE EASTERN MOST
 KK1821'OF SEVERAL CONCRETE FILLED PIPES PROTECTING THE FIRE HYDRANT.
 KK1821'
 KK1821'THE STATION MARK, STAMPED---43 JCMD 1977---, IS A 3-INCH BRONZE
 KK1821'DISK CEMENTED TO THE ROOFING FELT, 2 FEET FROM THE NORTHWEST
 KK1821'CORNER OF THE PENTHOUSE.
 KK1821'
 KK1821'REFERENCE MARK 1, STAMPED---43 JCMD RM 1 1977---, IS A 3-INCH
 KK1821'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF
 KK1821'THE PENTHOUSE PARAPET WALL.
 KK1821'
 KK1821'REFERENCE MARK 2, STAMPED---43 JCMD RM 2 1977---, IS A 3-INCH
 KK1821'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE SOUTH CORNER OF THE
 KK1821'PENTHOUSE PARAPET WALL.
 KK1821'
 KK1821'THE AZIMUTH MARK, STAMPED---43 JCMD AZM 1977---, IS A 3-INCH
 KK1821'BRONZE DISK CEMENTED IN A CONCRETE FILLED 6-INCH DIAMETER PIPE
 KK1821'PROTECTING THE EAST SIDE OF FIRE HYDRANT AND 3 FEET EAST OF IT.
 KK1821'
 KK1821'NOTE- CONTACT MR. ED SWANSON, CUSTODIAN FOR VAN SCHAACK AND
 KK1821'COMPANY FOR ACCESS TO THE ROOF.  HE CAN BE FOUND ON THE FIRST
 KK1821'FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0282 ***********************************************************************
 LK0282  DESIGNATION -  4322
 LK0282  PID         -  LK0282
 LK0282  STATE/COUNTY-  CO/MORGAN
 LK0282  USGS QUAD   -  LAMB (1984)
 LK0282
 LK0282                         *CURRENT SURVEY CONTROL
 LK0282  ___________________________________________________________________
 LK0282* NAD 83(1986)-  40 14 51.     (N)    103 48 04.     (W)     SCALED    
 LK0282* NAVD 88     -      1320.375  (meters)    4331.93   (feet)  ADJUSTED  
 LK0282  ___________________________________________________________________
 LK0282  GEOID HEIGHT-         -19.51  (meters)                     GEOID03
 LK0282  DYNAMIC HT  -        1319.311 (meters)    4328.44  (feet)  COMP
 LK0282  MODELED GRAV-     979,773.4   (mgal)                       NAVD 88
 LK0282
 LK0282  VERT ORDER  -  SECOND    CLASS 0
 LK0282
 LK0282.The horizontal coordinates were scaled from a topographic map and have
 LK0282.an estimated accuracy of +/- 6 seconds.
 LK0282
 LK0282.The orthometric height was determined by differential leveling
 LK0282.and adjusted by the National Geodetic Survey in June 1991..
 LK0282
 LK0282.The geoid height was determined by GEOID03.
 LK0282
 LK0282.The dynamic height is computed by dividing the NAVD 88
 LK0282.geopotential number by the normal gravity value computed on the
 LK0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0282.degrees latitude (g = 980.6199 gals.).
 LK0282
 LK0282.The modeled gravity was interpolated from observed gravity values.
 LK0282
 LK0282;                    North         East    Units  Estimated Accuracy
 LK0282;SPC CO N     -   407,690.    1,058,940.      MT  (+/- 180 meters Scaled)
 LK0282
 LK0282                          SUPERSEDED SURVEY CONTROL
 LK0282
 LK0282  NGVD 29 (??/??/92) 1319.668  (m)         4329.61   (f) ADJ UNCH    2 0
 LK0282
 LK0282.Superseded values are not recommended for survey control.
 LK0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0282.See file dsdata.txt to determine how the superseded data were derived.
 LK0282
 LK0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE019559(NAD 83)
 LK0282_MARKER: X = CHISELED CROSS
 LK0282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LK0282_SP_SET: LEDGE
 LK0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LK0282
 LK0282  HISTORY     - Date     Condition        Report By
 LK0282  HISTORY     - UNK      MONUMENTED       LOCSUR
 LK0282  HISTORY     - 1941     GOOD             NGS
 LK0282
 LK0282                          STATION DESCRIPTION
 LK0282
 LK0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LK0282'AT FT MORGAN.
 LK0282'AT FORT MORGAN, MORGAN COUNTY, AT THE NORTHWEST CORNER OF THE
 LK0282'CITY HALL, ON THE TOP OF A LEDGE (AN ARROW POINTING TO THE MARK
 LK0282'IS PAINTED ON THE STONE), AND 3 FEET ABOVE THE SIDEWALK.  A CHISELED
 LK0282'CROSS, MARKED ELEVATION 4329.821 FT USC AND G SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0033 ***********************************************************************
 KM0033  DESIGNATION -  4390
 KM0033  PID         -  KM0033
 KM0033  STATE/COUNTY-  CO/MESA
 KM0033  USGS QUAD   -  RUBY CANYON (1968)
 KM0033
 KM0033                         *CURRENT SURVEY CONTROL
 KM0033  ___________________________________________________________________
 KM0033* NAD 83(1986)-  39 09 26.     (N)    108 58 31.     (W)     SCALED    
 KM0033* NAVD 88     -      1339.655  (meters)    4395.18   (feet)  POSTED    
 KM0033  ___________________________________________________________________
 KM0033  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 KM0033  DYNAMIC HT  -        1338.380 (meters)    4391.00  (feet)  COMP
 KM0033  MODELED GRAV-     979,631.9   (mgal)                       NAVD 88
 KM0033
 KM0033  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KM0033
 KM0033.The horizontal coordinates were scaled from a topographic map and have
 KM0033.an estimated accuracy of +/- 6 seconds.
 KM0033
 KM0033.The orthometric height was determined by differential leveling
 KM0033.and adjusted by the National Geodetic Survey in 1992..
 KM0033.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KM0033.rate of 0.0 thru 1.0 mm/km.
 KM0033
 KM0033.The geoid height was determined by GEOID03.
 KM0033
 KM0033.The dynamic height is computed by dividing the NAVD 88
 KM0033.geopotential number by the normal gravity value computed on the
 KM0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0033.degrees latitude (g = 980.6199 gals.).
 KM0033
 KM0033.The modeled gravity was interpolated from observed gravity values.
 KM0033
 KM0033;                    North         East    Units  Estimated Accuracy
 KM0033;SPC CO C     -   457,510.      614,110.      MT  (+/- 180 meters Scaled)
 KM0033
 KM0033                          SUPERSEDED SURVEY CONTROL
 KM0033
 KM0033  NGVD 29 (??/??/92) 1338.608  (m)         4391.75   (f) ADJ UNCH    1 2
 KM0033
 KM0033.Superseded values are not recommended for survey control.
 KM0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0033.See file dsdata.txt to determine how the superseded data were derived.
 KM0033
 KM0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ749361(NAD 83)
 KM0033_MARKER: DD = SURVEY DISK
 KM0033_SETTING: 66 = SET IN ROCK OUTCROP
 KM0033_SP_SET: SANDSTONE CLIFF
 KM0033_STAMPING: 4390
 KM0033_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0033+STABILITY: POSITION/ELEVATION WELL
 KM0033
 KM0033  HISTORY     - Date     Condition        Report By
 KM0033  HISTORY     - UNK      MONUMENTED       USGS
 KM0033  HISTORY     - 1935     POOR             NGS
 KM0033
 KM0033                          STATION DESCRIPTION
 KM0033
 KM0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KM0033'9.3 MI SW FROM MACK.
 KM0033'9.3 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KM0033'FROM THE STATION AT MACK, MESA COUNTY, 1/2 MILE WEST OF THE RAILROAD
 KM0033'BUILDINGS AT SHALE SIDING, 0.2 MILE WEST OF MILEPOST 478, 10 YARDS
 KM0033'WEST OF A SWITCH TO A SHORT SPUR TRACK OFF THE SIDETRACK NEAR THE WEST
 KM0033'END OF THE SIDING, 70 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK,
 KM0033'50 FEET NORTH OF THE CENTERLINE OF THE SIDETRACK, IN THE SLOPING FACE
 KM0033'OF THE BASE OF A RED SANDSTONE CLIFF, 4 FEET ALONG THE SLOPING FACE
 KM0033'FROM THE GROUND, 6 FEET HIGHER THAN THE MAIN TRACK.  A UNITED STATES
 KM0033'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4390. NOTE-- USE WITH
 KM0033'CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1760 ***********************************************************************
 KK1760  DESIGNATION -  44
 KK1760  PID         -  KK1760
 KK1760  STATE/COUNTY-  CO/JEFFERSON
 KK1760  USGS QUAD   -  ARVADA (1994)
 KK1760
 KK1760                         *CURRENT SURVEY CONTROL
 KK1760  ___________________________________________________________________
 KK1760* NAD 83(1992)-  39 45 30.40937(N)    105 05 33.25657(W)     ADJUSTED  
 KK1760* NAVD 88     -      1738.3    (meters)    5703.     (feet)  VERTCON   
 KK1760  ___________________________________________________________________
 KK1760  LAPLACE CORR-         -12.71  (seconds)                    DEFLEC99
 KK1760  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 KK1760
 KK1760  HORZ ORDER  -  SECOND
 KK1760
 KK1760.The horizontal coordinates were established by classical geodetic methods
 KK1760.and adjusted by the National Geodetic Survey in January 1993..
 KK1760
 KK1760.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1760
 KK1760.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1760
 KK1760.The geoid height was determined by GEOID03.
 KK1760
 KK1760;                    North         East     Units Scale Factor Converg.
 KK1760;SPC CO C     -   518,588.165   949,315.964   MT  1.00000168   +0 15 25.1
 KK1760;SPC CO C     - 1,701,401.34  3,114,547.46   sFT  1.00000168   +0 15 25.1
 KK1760;UTM  13      - 4,400,951.861   492,070.371   MT  0.99960077   -0 03 33.1
 KK1760
 KK1760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1760!SPC CO C     -   0.99972996  x   1.00000168  =   0.99973164
 KK1760!UTM  13      -   0.99972996  x   0.99960077  =   0.99933083
 KK1760
 KK1760|---------------------------------------------------------------------|
 KK1760| PID    Reference Object                     Distance      Geod. Az  |
 KK1760|                                                           dddmmss.s |
 KK1760| CP7109 44 RM 1                               2.865 METERS 03737     |
 KK1760| CP7108 44 AZ MK                                           0902421.2 |
 KK1760| CP7110 44 RM 2                               2.795 METERS 20639     |
 KK1760|---------------------------------------------------------------------|
 KK1760
 KK1760                          SUPERSEDED SURVEY CONTROL
 KK1760
 KK1760  NAD 83(1986)-  39 45 30.40561(N)    105 05 33.25486(W) AD(       ) 2
 KK1760  NAD 27      -  39 45 30.45286(N)    105 05 31.30943(W) AD(       ) 2
 KK1760  NGVD 29 (07/19/86) 1737.4    (m)         5700.     (f) VERT ANG       
 KK1760
 KK1760.Superseded values are not recommended for survey control.
 KK1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1760.See file dsdata.txt to determine how the superseded data were derived.
 KK1760
 KK1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE9207000952(NAD 83)
 KK1760_MARKER: DD = SURVEY DISK
 KK1760_SETTING: 0 = UNSPECIFIED SETTING
 KK1760
 KK1760  HISTORY     - Date     Condition        Report By
 KK1760  HISTORY     - 1977     MONUMENTED       CO-059
 KK1760
 KK1760                          STATION DESCRIPTION
 KK1760
 KK1760'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1760'THE STATION IS LOCATED 1.25 MILES SOUTH OF THE WHEAT RIDGE CITY
 KK1760'HALL IN THE SOUTHEAST 1/4 OF SECTION 27, T 3 S, R 69 W.
 KK1760'
 KK1760'TO REACH THE STATION FROM THE WHEAT RIDGE CITY HALL, GO EAST ON
 KK1760'44TH AVENUE 0.3 MILE TO WADSWORTH BOULEVARD.  TURN RIGHT AND GO
 KK1760'SOUTH 1.3 MILES TO THE ENTRANCE OF CROWN HILL CEMETERY.  GO
 KK1760'WEST 0.3 MILE DOWN A PARKWAY THAT LEADS TO A MAUSOLEUM TOWER.
 KK1760'THE STATION IS ATOP THE TOWER IN THE CENTER OF THE ROOF.
 KK1760'
 KK1760'TO REACH THE AZIMUTH MARK GO TO THE ABOVE MENTIONED CEMETERY
 KK1760'ENTRANCE AT WADSWORTH.
 KK1760'
 KK1760'THE STATION MARK, STAMPED---44 JCMD 1977---, IS A 3-INCH BRONZE
 KK1760'DISK CEMENTED TO THE VERY CENTER OF THE TARRED FELT ROOF OF THE
 KK1760'MAUSOLEUM TOWER.  IT IS LOCATED 11.00 FEET NORTHEAST FROM THE
 KK1760'THE SOUTHWEST CORNER OF THE OCTAGON ROOFTOP, 10.55 FEET SOUTHWEST
 KK1760'FROM THE EAST-NORTHEAST CORNER OF THE OCTAGON ROOFTOP, AND 5.40
 KK1760'FEET NORTHWEST FROM THE NORTHWEST CORNER OF THE WOODEN HATCHWAY.
 KK1760'
 KK1760'REFERENCE MARK 1, STAMPED---44 JCMD RM 1 1977---, IS A 3-INCH
 KK1760'BRONZE DISK SET INTO THE ROOFTOP AND PROJECTING 1/4 INCH.  IT IS
 KK1760'LOCATED 9.17 FEET NORTH FROM THE NORTHWEST CORNER OF THE WOODEN
 KK1760'HATCHWAY, 4.15 FEET NORTHWEST FROM THE EAST-NORTHEAST CORNER
 KK1760'OF THE OCTAGON ROOFTOP, AND 21.50 FEET NORTHEAST FROM THE
 KK1760'SOUTHWEST CORNER OF THE OCTAGON ROOFTOP.
 KK1760'
 KK1760'REFERENCE MARK 2, STAMPED---44 JCMD RM 2 1977---, IS A 3-INCH
 KK1760'BRONZE DISK SET INTO THE ROOFTOP AND PROJECTING 1/2 INCH.  IT IS
 KK1760'LOCATED 18.9 FEET SOUTH-SOUTHWEST FROM THE EAST-NORTHEAST CORNER
 KK1760'OF THE OCTAGON ROOFTOP, 11.3 FEET SOUTHWEST FROM THE NORTHWEST
 KK1760'CORNER OF THE WOODEN HATCHWAY, AND 8.25 FEET EAST OF THE
 KK1760'SOUTHWEST CORNER OF THE OCTAGON ROOFTOP.
 KK1760'
 KK1760'THE AZIMUTH MARK, STAMPED---44 JCMD AZM 1977---, IS A 3-INCH
 KK1760'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF A
 KK1760'LAMP POST 42 FEET WEST OF THE CENTER OF WADSWORTH BOULEVARD, 15
 KK1760'FEET NORTHEAST OF AN IRRIGATION GATE WHEEL AND 26 FEET SOUTH OF
 KK1760'THE CENTER OF THE CEMETERY ENTRANCE.
 KK1760'
 KK1760'NOTE- GAIN PERMISSION TO THE MAUSOLEUM TOWER IN OFFICE TO THE
 KK1760'LEFT OF MAIN DOOR OF THE MAUSOLEUM ON THE EAST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0417 ***********************************************************************
 LK0417  DESIGNATION -  44 WF
 LK0417  PID         -  LK0417
 LK0417  STATE/COUNTY-  CO/LOGAN
 LK0417  USGS QUAD   -  PEETZ (1953)
 LK0417
 LK0417                         *CURRENT SURVEY CONTROL
 LK0417  ___________________________________________________________________
 LK0417* NAD 83(1986)-  40 52 37.     (N)    103 06 56.     (W)     SCALED    
 LK0417* NAVD 88     -      1235.046  (meters)    4051.98   (feet)  ADJUSTED  
 LK0417  ___________________________________________________________________
 LK0417  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 LK0417  DYNAMIC HT  -        1234.158 (meters)    4049.07  (feet)  COMP
 LK0417  MODELED GRAV-     979,862.6   (mgal)                       NAVD 88
 LK0417
 LK0417  VERT ORDER  -  FIRST     CLASS II
 LK0417
 LK0417.The horizontal coordinates were scaled from a topographic map and have
 LK0417.an estimated accuracy of +/- 6 seconds.
 LK0417
 LK0417.The orthometric height was determined by differential leveling
 LK0417.and adjusted by the National Geodetic Survey in June 1991..
 LK0417
 LK0417.The geoid height was determined by GEOID03.
 LK0417
 LK0417.The dynamic height is computed by dividing the NAVD 88
 LK0417.geopotential number by the normal gravity value computed on the
 LK0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0417.degrees latitude (g = 980.6199 gals.).
 LK0417
 LK0417.The modeled gravity was interpolated from observed gravity values.
 LK0417
 LK0417;                    North         East    Units  Estimated Accuracy
 LK0417;SPC CO N     -   478,900.    1,115,370.      MT  (+/- 180 meters Scaled)
 LK0417
 LK0417                          SUPERSEDED SURVEY CONTROL
 LK0417
 LK0417.No superseded survey control is available for this station.
 LK0417
 LK0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF587268(NAD 83)
 LK0417_MARKER: DB = BENCH MARK DISK
 LK0417_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LK0417_SP_SET: BOX CULVERT
 LK0417_STAMPING: 4050 44 WF 1948
 LK0417_MARK LOGO: USGS  
 LK0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0417+STABILITY: SURFACE MOTION
 LK0417
 LK0417  HISTORY     - Date     Condition        Report By
 LK0417  HISTORY     - 1948     MONUMENTED       USGS
 LK0417  HISTORY     - 1985     GOOD             NGS
 LK0417
 LK0417                          STATION DESCRIPTION
 LK0417
 LK0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LK0417'9.8 KM (6.1 MI) SOUTH FROM PEETZ.
 LK0417'0.24 KM (0.15 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE AT
 LK0417'PEETZ, THENCE 9.6 KM (5.95 MI) SOUTH ALONG STATE ROUTE 113, IN THE TOP
 LK0417'CENTER OF THE EAST HEADWALL OF A 12 FOOT BOX CULVERT UNDER STATE ROUTE
 LK0417'19, 4.9 METERS (16 FT) EAST OF THE HIGHWAY CENTERLINE.
 LK0417'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0159 ***********************************************************************
 HJ0159  DESIGNATION -  45
 HJ0159  PID         -  HJ0159
 HJ0159  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0159  USGS QUAD   -  BRANSON SE (1972)
 HJ0159
 HJ0159                         *CURRENT SURVEY CONTROL
 HJ0159  ___________________________________________________________________
 HJ0159* NAD 83(1986)-  37 00 00.     (N)    103 51 59.     (W)     SCALED    
 HJ0159* NAVD 88     -      1939.466  (meters)    6363.06   (feet)  ADJUSTED  
 HJ0159  ___________________________________________________________________
 HJ0159  GEOID HEIGHT-         -19.39  (meters)                     GEOID03
 HJ0159  DYNAMIC HT  -        1937.107 (meters)    6355.33  (feet)  COMP
 HJ0159  MODELED GRAV-     979,345.0   (mgal)                       NAVD 88
 HJ0159
 HJ0159  VERT ORDER  -  SECOND    CLASS 0
 HJ0159
 HJ0159.The horizontal coordinates were scaled from a topographic map and have
 HJ0159.an estimated accuracy of +/- 6 seconds.
 HJ0159
 HJ0159.The orthometric height was determined by differential leveling
 HJ0159.and adjusted by the National Geodetic Survey in June 1991..
 HJ0159
 HJ0159.The geoid height was determined by GEOID03.
 HJ0159
 HJ0159.The dynamic height is computed by dividing the NAVD 88
 HJ0159.geopotential number by the normal gravity value computed on the
 HJ0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0159.degrees latitude (g = 980.6199 gals.).
 HJ0159
 HJ0159.The modeled gravity was interpolated from observed gravity values.
 HJ0159
 HJ0159;                    North         East    Units  Estimated Accuracy
 HJ0159;SPC CO S     -   343,070.    1,059,810.      MT  (+/- 180 meters Scaled)
 HJ0159
 HJ0159                          SUPERSEDED SURVEY CONTROL
 HJ0159
 HJ0159  NGVD 29 (??/??/92) 1938.463  (m)         6359.77   (f) ADJ UNCH    2 0
 HJ0159
 HJ0159.Superseded values are not recommended for survey control.
 HJ0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0159.See file dsdata.txt to determine how the superseded data were derived.
 HJ0159
 HJ0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA008954(NAD 83)
 HJ0159_MARKER: DD = SURVEY DISK
 HJ0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0159_STAMPING: 1868 AND 1925 NO 45
 HJ0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0159+STABILITY: SURFACE MOTION
 HJ0159
 HJ0159  HISTORY     - Date     Condition        Report By
 HJ0159  HISTORY     - 1925     MONUMENTED       BLM
 HJ0159  HISTORY     - 1934     GOOD             NGS
 HJ0159
 HJ0159                          STATION DESCRIPTION
 HJ0159
 HJ0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HJ0159'1.7 MI SE FROM BRANSON.
 HJ0159'ABOUT 1.7 MILES SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILWAY
 HJ0159'FROM BRANSON, LAS ANIMAS COUNTY, ON THE COLORADO-NEW MEXICO STATE
 HJ0159'LINE, ABOUT 70 YARDS EAST OF THE TRACK, 71 FEET EAST OF THE CENTER
 HJ0159'LINE OF A HIGHWAY, 38 FEET EAST OF A FENCE CORNER, AND IN LINE WITH
 HJ0159'AN EAST-AND-WEST FENCE.  A UNITED STATES SUPREME COURT STANDARD
 HJ0159'DISK, STAMPED 1868 AND 1925 NO 45 AND SET IN THE TOP OF A 14-INCH
 HJ0159'CONCRETE POST PROJECTING ABOUT 16 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1811 ***********************************************************************
 KK1811  DESIGNATION -  45
 KK1811  PID         -  KK1811
 KK1811  STATE/COUNTY-  CO/JEFFERSON
 KK1811  USGS QUAD   -  FORT LOGAN (1994)
 KK1811
 KK1811                         *CURRENT SURVEY CONTROL
 KK1811  ___________________________________________________________________
 KK1811* NAD 83(1992)-  39 44 45.94559(N)    105 04 21.46364(W)     ADJUSTED  
 KK1811* NAVD 88     -      1660.0    (meters)    5446.     (feet)  VERTCON   
 KK1811  ___________________________________________________________________
 KK1811  LAPLACE CORR-         -12.16  (seconds)                    DEFLEC99
 KK1811  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 KK1811
 KK1811  HORZ ORDER  -  SECOND
 KK1811
 KK1811.The horizontal coordinates were established by classical geodetic methods
 KK1811.and adjusted by the National Geodetic Survey in January 1993..
 KK1811
 KK1811.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1811
 KK1811.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1811
 KK1811.The geoid height was determined by GEOID03.
 KK1811
 KK1811;                    North         East     Units Scale Factor Converg.
 KK1811;SPC CO C     -   517,224.696   951,031.351   MT  0.99999923   +0 16 10.3
 KK1811;SPC CO C     - 1,696,928.02  3,120,175.36   sFT  0.99999923   +0 16 10.3
 KK1811;UTM  13      - 4,399,579.498   493,777.527   MT  0.99960048   -0 02 47.2
 KK1811
 KK1811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1811!SPC CO C     -   0.99974225  x   0.99999923  =   0.99974148
 KK1811!UTM  13      -   0.99974225  x   0.99960048  =   0.99934283
 KK1811
 KK1811|---------------------------------------------------------------------|
 KK1811| PID    Reference Object                     Distance      Geod. Az  |
 KK1811|                                                           dddmmss.s |
 KK1811| CP7112 45 RM 1                              19.165 METERS 01754     |
 KK1811| CP7111 45 AZ MK                                           1890642.0 |
 KK1811| CP7113 45 RM 2                              14.223 METERS 26944     |
 KK1811|---------------------------------------------------------------------|
 KK1811
 KK1811                          SUPERSEDED SURVEY CONTROL
 KK1811
 KK1811  NAD 83(1986)-  39 44 45.94176(N)    105 04 21.46193(W) AD(       ) 2
 KK1811  NAD 27      -  39 44 45.98863(N)    105 04 19.51814(W) AD(       ) 2
 KK1811  NGVD 29 (07/19/86) 1659.1    (m)         5443.     (f) VERT ANG       
 KK1811
 KK1811.Superseded values are not recommended for survey control.
 KK1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1811.See file dsdata.txt to determine how the superseded data were derived.
 KK1811
 KK1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9377899579(NAD 83)
 KK1811_MARKER: DD = SURVEY DISK
 KK1811_SETTING: 0 = UNSPECIFIED SETTING
 KK1811
 KK1811  HISTORY     - Date     Condition        Report By
 KK1811  HISTORY     - 1977     MONUMENTED       CO-059
 KK1811
 KK1811                          STATION DESCRIPTION
 KK1811
 KK1811'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1811'THE STATION IS LOCATED 1/3 MILE NORTH OF U.S. HIGHWAY 40 ON
 KK1811'PIERCE STREET IN THE SOUTHEAST 1/4 OF SECTION 35, T 3 S, R 69
 KK1811'W.
 KK1811'
 KK1811'TO REACH THE STATION FROM THE LAKEWOOD CITY HALL, GO NORTH ON
 KK1811'UNION BOULEVARD 1-1/2 MILES TO WEST COLFAX AVENUE, (U.S.
 KK1811'HIGHWAY 40).  TURN RIGHT AND GO EAST 3.0 MILES TO PIERCE STREET
 KK1811'TURN LEFT AND GO 0.3 MILE TO A TELEPHONE COMPANY OFFICE
 KK1811'BUILDING ON THE WEST SIDE OF THE STREET.  THE STATION IS ON THE
 KK1811'SOUTH EDGE OF THE BUILDINGS ROOF.
 KK1811'
 KK1811'THE AZIMUTH MARK IS CEMENTED IN A DRILL HOLE IN THE SIDEWALK IN
 KK1811'FRONT OF THE HOUSE AT 1665 QUAY STREET, WHICH IS 1 BLOCK WEST
 KK1811'OF PIERCE STREET AND TWO BLOCKS SOUTH OF THE STATION.
 KK1811'
 KK1811'THE STATION MARK, STAMPED---45 JCMD 1977---, A 3-INCH BRONZE
 KK1811'DISK CEMENTED TO THE RETAINING WALL OF THE TELEPHONE COMPANY
 KK1811'BULIDING, 3 FEET FROM THE SOUTH EDGE OF THE ROOF, AND NEAR THE
 KK1811'CENTER FROM EAST TO WEST.
 KK1811'
 KK1811'REFERENCE MARK 1, STAMPED---45 JCMD RM 1 1977---, IS A 3-INCH BRONZE
 KK1811'DISK CEMENTED TO THE SOUTH RETAINING WALL 62.9 FEET WEST OF THE
 KK1811'STATION.
 KK1811'
 KK1811'REFERENCE MARK 2, STAMPED---45 JCMD RM 2 1977---, IS A 3-INCH BRONZE
 KK1811'DISK CEMENTED TO THE EAST RETAINING WALL 46.7 FEET NORTHEAST OF THE
 KK1811'STATION.
 KK1811'
 KK1811'THE AZIMUTH MARK, STAMPED---45 JCMD AZM 1977---, IS A 3-INCH
 KK1811'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE SIDEWALK ALONG THE
 KK1811'WEST SIDE OF QUAY STREET, 29 FEET SOUTH-SOUTHWEST OF A WATER
 KK1811'METER, 39 FEET WEST OF A POWER POLE AND 47 FEET NORTH-NORTHWEST
 KK1811'OF THE CENTER OF A MANHOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2903 ***********************************************************************
 AI2903  DESIGNATION -  45 ZT 3734
 AI2903  PID         -  AI2903
 AI2903  STATE/COUNTY-  CO/SEDGWICK
 AI2903  USGS QUAD   -  VENANGO SW (1980)
 AI2903
 AI2903                         *CURRENT SURVEY CONTROL
 AI2903  ___________________________________________________________________
 AI2903* NAD 83(1992)-  40 49 53.51746(N)    102 13 39.93049(W)     ADJUSTED  
 AI2903* NAVD 88     -      1138.5    (meters)    3735.     (feet)  GPS OBS   
 AI2903  ___________________________________________________________________
 AI2903  X           -  -1,023,767.376 (meters)                     COMP
 AI2903  Y           -  -4,724,030.080 (meters)                     COMP
 AI2903  Z           -   4,149,016.476 (meters)                     COMP
 AI2903  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 AI2903  ELLIP HEIGHT-        1117.90  (meters)          (12/03/02) GPS OBS
 AI2903  GEOID HEIGHT-         -20.60  (meters)                     GEOID03
 AI2903
 AI2903  HORZ ORDER  -  FIRST
 AI2903  ELLP ORDER  -  FOURTH    CLASS II
 AI2903
 AI2903.The horizontal coordinates were established by GPS observations
 AI2903.and adjusted by the National Geodetic Survey in November 1999..
 AI2903
 AI2903.The orthometric height was determined by GPS observations and a
 AI2903.high-resolution geoid model.
 AI2903
 AI2903.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2903
 AI2903.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2903
 AI2903.The ellipsoidal height was determined by GPS observations
 AI2903.and is referenced to NAD 83.
 AI2903
 AI2903.The geoid height was determined by GEOID03.
 AI2903
 AI2903;                    North         East     Units Scale Factor Converg.
 AI2903;SPC CO N     -   476,245.327 1,190,351.893   MT  1.00000818   +2 06 51.5
 AI2903;SPC CO N     - 1,562,481.54  3,905,346.17   sFT  1.00000818   +2 06 51.5
 AI2903;UTM  13      - 4,523,754.937   733,755.786   MT  1.00027260   +1 48 48.3
 AI2903
 AI2903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2903!SPC CO N     -   0.99982467  x   1.00000818  =   0.99983285
 AI2903!UTM  13      -   0.99982467  x   1.00027260  =   1.00009723
 AI2903
 AI2903                          SUPERSEDED SURVEY CONTROL
 AI2903
 AI2903  ELLIP H (11/30/99) 1117.94   (m)                       GP(       ) 1 1
 AI2903
 AI2903.Superseded values are not recommended for survey control.
 AI2903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2903.See file dsdata.txt to determine how the superseded data were derived.
 AI2903
 AI2903_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3375623755(NAD 83)
 AI2903_MARKER: DB = BENCH MARK DISK
 AI2903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2903_STAMPING: 45 ZT 1960 3734
 AI2903_MARK LOGO: USGS  
 AI2903_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI2903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2903+STABILITY: SURFACE MOTION
 AI2903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2903+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2903
 AI2903  HISTORY     - Date     Condition        Report By
 AI2903  HISTORY     - 1999     MONUMENTED       NGS
 AI2903
 AI2903                          STATION DESCRIPTION
 AI2903
 AI2903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI2903'THE STATION IS LOCATED ABOUT 20 MI (32.2 KM) NORTH OF HOLYOKE AND 11
 AI2903'MI (17.7 KM) SOUTH OF JULESBURG, IN THE NORTHWEST 1/4 OF SECTION 23, T
 AI2903'10 N, R 44 W, AT U.  S.  HIGHWAY 385 MILEPOST 299.5.  OWNERSHIP--
 AI2903'TO REACH THE STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY 385 AND
 AI2903'COUNTY ROAD 12, GO NORTH ON U.  S.  HIGHWAY 385 FOR 0.65 MI (1.05 KM)
 AI2903'TO THE STATION ON THE RIGHT NEAR THE ENTRANCE TO THE ODELL FARM. FROM
 AI2903'THE UNDERPASS OF U.  S.  HIGHWAY 385 AND INTERSTATE 76, GO SOUTH ON U.
 AI2903'S.  HIGHWAY 385 FOR 9.7 MI (15.6 KM) TO THE STATION ON THE LEFT
 AI2903'THE MARK IS A STANDARD USGS DISK SET INTO THE TOP OF A SQUARE 15 CM
 AI2903'CONCRETE POST PROJECTING 20 CM ABOVE THE GROUND.  THE MONUMENT HAS
 AI2903'BEEN SCRAPED ON THE TOP A BIT WITH A CORNER OF THE MONUMENT BROKEN
 AI2903'OFF.  IT IS 18.9 M (62.0 FT) SOUTH FROM A CARVED WOODEN TRAPPER, 14.6
 AI2903'M (47.9 FT) SOUTH FROM A POWER POLE, 13.4 M (44.0 FT) EAST FROM THE
 AI2903'CENTER LINE OF U.  S.  HIGHWAY 385, 7.2 M (23.6 FT) NORTHWEST FROM THE
 AI2903'WESTERN MOST PINE TREE OF A ROW OF PINE TREES, 6.8 M (22.3 FT) SOUTH
 AI2903'FROM CENTER OF A ROAD EAST TO A HOUSE AND ABOUT 0.3 M (1.0 FT) ABOVE
 AI2903'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0025 ***********************************************************************
 KM0025  DESIGNATION -  4510
 KM0025  PID         -  KM0025
 KM0025  STATE/COUNTY-  CO/MESA
 KM0025  USGS QUAD   -  MACK (1973)
 KM0025
 KM0025                         *CURRENT SURVEY CONTROL
 KM0025  ___________________________________________________________________
 KM0025* NAD 83(1986)-  39 11 44.     (N)    108 48 46.     (W)     SCALED    
 KM0025* NAVD 88     -      1376.168  (meters)    4514.98   (feet)  ADJUSTED  
 KM0025  ___________________________________________________________________
 KM0025  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 KM0025  DYNAMIC HT  -        1374.863 (meters)    4510.70  (feet)  COMP
 KM0025  MODELED GRAV-     979,631.3   (mgal)                       NAVD 88
 KM0025
 KM0025  VERT ORDER  -  FIRST     CLASS II
 KM0025
 KM0025.The horizontal coordinates were scaled from a topographic map and have
 KM0025.an estimated accuracy of +/- 6 seconds.
 KM0025
 KM0025.The orthometric height was determined by differential leveling
 KM0025.and adjusted by the National Geodetic Survey in June 1991..
 KM0025
 KM0025.The geoid height was determined by GEOID03.
 KM0025
 KM0025.The dynamic height is computed by dividing the NAVD 88
 KM0025.geopotential number by the normal gravity value computed on the
 KM0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0025.degrees latitude (g = 980.6199 gals.).
 KM0025
 KM0025.The modeled gravity was interpolated from observed gravity values.
 KM0025
 KM0025;                    North         East    Units  Estimated Accuracy
 KM0025;SPC CO C     -   461,240.      628,300.      MT  (+/- 180 meters Scaled)
 KM0025
 KM0025                          SUPERSEDED SURVEY CONTROL
 KM0025
 KM0025  NGVD 29 (??/??/92) 1375.112  (m)         4511.51   (f) ADJ UNCH    1 2
 KM0025
 KM0025.Superseded values are not recommended for survey control.
 KM0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0025.See file dsdata.txt to determine how the superseded data were derived.
 KM0025
 KM0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ888407(NAD 83)
 KM0025_MARKER: P = PIPE CAP
 KM0025_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KM0025_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KM0025_STAMPING: 4511.513 76 1910
 KM0025_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0025
 KM0025  HISTORY     - Date     Condition        Report By
 KM0025  HISTORY     - 1910     MONUMENTED       USGS
 KM0025  HISTORY     - 1935     GOOD             NGS
 KM0025  HISTORY     - 1984     MARK NOT FOUND   NGS
 KM0025
 KM0025                          STATION DESCRIPTION
 KM0025
 KM0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KM0025'IN LOMA.
 KM0025'AT LOMA, MESA COUNTY, ON THE DENVER AND RIO GRANDE WESTERN RAILROAD,
 KM0025'393 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF THE STATION, 123 FEET
 KM0025'SOUTHEAST OF A NORTH-AND-SOUTH ROAD CROSSING, 80 YARDS SOUTHWEST OF
 KM0025'U.S. HIGHWAY 50, 98.5 FEET SOUTHWEST OF THE CENTERLINE OF THE MAIN
 KM0025'TRACK, 28 FEET EAST OF THE CENTERLINE OF A NORTH-AND-SOUTH ROAD, 16.5
 KM0025'FEET SOUTHEAST OF A SWITCH STAND, 8 INCHES NORTHEAST OF THE SOUTHWEST
 KM0025'RIGHT-OF-WAY FENCE, 4.5 FEET EAST OF THE FENCE ACROSS THE
 KM0025'RIGHT-OF-WAY, AND 4 FEET LOWER THAN THE TRACK.  A UNITED STATES
 KM0025'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4511.513 76 1910 AND RIVETED
 KM0025'ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 1-1/2 FEET ABOVE
 KM0025'GROUND.
 KM0025
 KM0025                          STATION RECOVERY (1984)
 KM0025
 KM0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KM0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0019 ***********************************************************************
 KM0019  DESIGNATION -  4526
 KM0019  PID         -  KM0019
 KM0019  STATE/COUNTY-  CO/MESA
 KM0019  USGS QUAD   -  COLORADO NATIONAL MONUMENT (1973)
 KM0019
 KM0019                         *CURRENT SURVEY CONTROL
 KM0019  ___________________________________________________________________
 KM0019* NAD 83(1986)-  39 06 22.     (N)    108 38 16.     (W)     SCALED    
 KM0019* NAVD 88     -      1381.085  (meters)    4531.11   (feet)  POSTED    
 KM0019  ___________________________________________________________________
 KM0019  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 KM0019  DYNAMIC HT  -        1379.770 (meters)    4526.80  (feet)  COMP
 KM0019  MODELED GRAV-     979,629.6   (mgal)                       NAVD 88
 KM0019
 KM0019  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KM0019
 KM0019.The horizontal coordinates were scaled from a topographic map and have
 KM0019.an estimated accuracy of +/- 6 seconds.
 KM0019
 KM0019.The orthometric height was determined by differential leveling
 KM0019.and adjusted by the National Geodetic Survey in 1992..
 KM0019.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KM0019.rate of 0.0 thru 1.0 mm/km.
 KM0019
 KM0019.The geoid height was determined by GEOID03.
 KM0019
 KM0019.The dynamic height is computed by dividing the NAVD 88
 KM0019.geopotential number by the normal gravity value computed on the
 KM0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0019.degrees latitude (g = 980.6199 gals.).
 KM0019
 KM0019.The modeled gravity was interpolated from observed gravity values.
 KM0019
 KM0019;                    North         East    Units  Estimated Accuracy
 KM0019;SPC CO C     -   450,780.      643,070.      MT  (+/- 180 meters Scaled)
 KM0019
 KM0019                          SUPERSEDED SURVEY CONTROL
 KM0019
 KM0019  NGVD 29 (??/??/92) 1380.055  (m)         4527.73   (f) ADJ UNCH    1 2
 KM0019
 KM0019.Superseded values are not recommended for survey control.
 KM0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0019.See file dsdata.txt to determine how the superseded data were derived.
 KM0019
 KM0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ042312(NAD 83)
 KM0019_MARKER: P = PIPE CAP
 KM0019_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KM0019_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KM0019_STAMPING: 4527.730 69 1910
 KM0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0019
 KM0019  HISTORY     - Date     Condition        Report By
 KM0019  HISTORY     - 1910     MONUMENTED       USGS
 KM0019  HISTORY     - 1960     POOR             NGS
 KM0019  HISTORY     - 1984     MARK NOT FOUND   NGS
 KM0019
 KM0019                          STATION DESCRIPTION
 KM0019
 KM0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KM0019'4.75 MI NW FROM GRAND JUNCTION.
 KM0019'4-3/4 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KM0019'FROM THE STATION AT GRAND JUNCTION, MESA COUNTY, 0.4 MILE NORTHWEST OF
 KM0019'MILEPOST D 454, 225 FEET SOUTHEAST OF THE CENTER OF AN EAST-AND-WEST
 KM0019'ROAD CROSSING, 137 FEET SOUTHEAST OF THE CENTER OF AN IRON CATTLE
 KM0019'GUARD, 67.5 FEET SOUTHWEST OF THE CENTERLINE OF THE MAIN TRACK, 12
 KM0019'YARDS NORTHEAST OF THE CENTERLINE OF A DIRT ROAD PARALLELING THE
 KM0019'TRACK, 1.6 FEET NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY FENCE, AND
 KM0019'3-1/2 FEET LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 KM0019'STANDARD CAP, STAMPED 4527.730 69 1910 AND RIVETED ON THE TOP OF A
 KM0019'3-1/2-INCH IRON PIPE PROJECTING 1.5 FEET ABOVE GROUND. NOTE-- THE PIPE
 KM0019'HAS BEEN HIT AND IS NOW LEANING AT A 45 DEGREE ANGLE. THE CAP HAS BEEN
 KM0019'KNOCKED OFF AND IS NOW JUST SITTING ON TOP OF THE PIPE.
 KM0019
 KM0019                          STATION RECOVERY (1984)
 KM0019
 KM0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KM0019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0027 ***********************************************************************
 KM0027  DESIGNATION -  4529
 KM0027  PID         -  KM0027
 KM0027  STATE/COUNTY-  CO/MESA
 KM0027  USGS QUAD   -  MACK (1973)
 KM0027
 KM0027                         *CURRENT SURVEY CONTROL
 KM0027  ___________________________________________________________________
 KM0027* NAD 83(1986)-  39 13 21.     (N)    108 51 55.     (W)     SCALED    
 KM0027* NAVD 88     -      1382.495  (meters)    4535.74   (feet)  ADJUSTED  
 KM0027  ___________________________________________________________________
 KM0027  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 KM0027  DYNAMIC HT  -        1381.186 (meters)    4531.44  (feet)  COMP
 KM0027  MODELED GRAV-     979,632.8   (mgal)                       NAVD 88
 KM0027
 KM0027  VERT ORDER  -  FIRST     CLASS II
 KM0027
 KM0027.The horizontal coordinates were scaled from a topographic map and have
 KM0027.an estimated accuracy of +/- 6 seconds.
 KM0027
 KM0027.The orthometric height was determined by differential leveling
 KM0027.and adjusted by the National Geodetic Survey in June 1991..
 KM0027
 KM0027.The geoid height was determined by GEOID03.
 KM0027
 KM0027.The dynamic height is computed by dividing the NAVD 88
 KM0027.geopotential number by the normal gravity value computed on the
 KM0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0027.degrees latitude (g = 980.6199 gals.).
 KM0027
 KM0027.The modeled gravity was interpolated from observed gravity values.
 KM0027
 KM0027;                    North         East    Units  Estimated Accuracy
 KM0027;SPC CO C     -   464,390.      623,880.      MT  (+/- 180 meters Scaled)
 KM0027
 KM0027                          SUPERSEDED SURVEY CONTROL
 KM0027
 KM0027  NGVD 29 (??/??/92) 1381.429  (m)         4532.24   (f) ADJ UNCH    1 2
 KM0027
 KM0027.Superseded values are not recommended for survey control.
 KM0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0027.See file dsdata.txt to determine how the superseded data were derived.
 KM0027
 KM0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ842436(NAD 83)
 KM0027_MARKER: P = PIPE CAP
 KM0027_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KM0027_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KM0027_STAMPING: 4532.238 75 1910
 KM0027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0027
 KM0027  HISTORY     - Date     Condition        Report By
 KM0027  HISTORY     - 1910     MONUMENTED       USGS
 KM0027  HISTORY     - 1944     GOOD             NGS
 KM0027  HISTORY     - 1984     MARK NOT FOUND   NGS
 KM0027
 KM0027                          STATION DESCRIPTION
 KM0027
 KM0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 KM0027'IN MACK.
 KM0027'AT MACK, MESA COUNTY, 263 FEET EAST OF THE CENTER OF THE OBSERVATION
 KM0027'WINDOWS OF THE DENVER AND RIO GRANDE WESTERN RAILROAD STATION, IN THE
 KM0027'SOUTHEAST CORNER OF THE YARD OF THE INDEPENDENT LUMBER CO., 130 FEET
 KM0027'SOUTH OF THE CENTERLINE OF THE MAIN TRACK, 4 FEET NORTH OF THE SOUTH
 KM0027'FENCE, 1.3 FEET WEST OF THE EAST FENCE, AND ABOUT LEVEL WITH THE
 KM0027'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 KM0027'4532.238 75 1910 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 KM0027'PROJECTING 3 INCHES ABOVE GROUND.
 KM0027
 KM0027                          STATION RECOVERY (1984)
 KM0027
 KM0027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KM0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0037 ***********************************************************************
 KM0037  DESIGNATION -  4556.62
 KM0037  PID         -  KM0037
 KM0037  STATE/COUNTY-  CO/MESA
 KM0037  USGS QUAD   -  BADGER WASH (1968)
 KM0037
 KM0037                         *CURRENT SURVEY CONTROL
 KM0037  ___________________________________________________________________
 KM0037* NAD 83(1986)-  39 15 18.     (N)    108 55 22.     (W)     SCALED    
 KM0037* NAVD 88     -      1386.637  (meters)    4549.32   (feet)  ADJUSTED  
 KM0037  ___________________________________________________________________
 KM0037  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 KM0037  DYNAMIC HT  -        1385.328 (meters)    4545.03  (feet)  COMP
 KM0037  MODELED GRAV-     979,635.5   (mgal)                       NAVD 88
 KM0037
 KM0037  VERT ORDER  -  FIRST     CLASS II
 KM0037
 KM0037.The horizontal coordinates were scaled from a topographic map and have
 KM0037.an estimated accuracy of +/- 6 seconds.
 KM0037
 KM0037.The orthometric height was determined by differential leveling
 KM0037.and adjusted by the National Geodetic Survey in June 1991..
 KM0037
 KM0037.The geoid height was determined by GEOID03.
 KM0037
 KM0037.The dynamic height is computed by dividing the NAVD 88
 KM0037.geopotential number by the normal gravity value computed on the
 KM0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0037.degrees latitude (g = 980.6199 gals.).
 KM0037
 KM0037.The modeled gravity was interpolated from observed gravity values.
 KM0037
 KM0037;                    North         East    Units  Estimated Accuracy
 KM0037;SPC CO C     -   468,180.      619,050.      MT  (+/- 180 meters Scaled)
 KM0037
 KM0037                          SUPERSEDED SURVEY CONTROL
 KM0037
 KM0037  NGVD 29 (??/??/92) 1385.570  (m)         4545.82   (f) ADJ UNCH    1 2
 KM0037
 KM0037.Superseded values are not recommended for survey control.
 KM0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0037.See file dsdata.txt to determine how the superseded data were derived.
 KM0037
 KM0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ792471(NAD 83)
 KM0037_MARKER: X = CHISELED CROSS
 KM0037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KM0037_SP_SET: BRIDGE PARAPET WALL
 KM0037_STAMPING: 4556.62
 KM0037_MARK LOGO: CODH  
 KM0037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0037+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2005
 KM0037
 KM0037  HISTORY     - Date     Condition        Report By
 KM0037  HISTORY     - UNK      MONUMENTED       CODH
 KM0037  HISTORY     - 1933     GOOD             NGS
 KM0037  HISTORY     - 19690622 GOOD             USGS
 KM0037  HISTORY     - 20050609 GOOD             GEOCAC
 KM0037
 KM0037                          STATION DESCRIPTION
 KM0037
 KM0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KM0037'3.9 MI NW FROM MACK.
 KM0037'3.9 MILES NORTHWEST OF ALONG U.S. HWY. 50.  AT SIDE OF HIGHWAY, AT
 KM0037'EAST END OF CONCRETE BRIDGE OVER WEST SALT CREEK, NORTH SIDE OF
 KM0037'HIGHWAY, ON TOP OF CONCRETE PARAPET WALL, AT END OF RAILING, CONCRETE
 KM0037'SCRIBED 4556.62.
 KM0037
 KM0037                          STATION RECOVERY (1969)
 KM0037
 KM0037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 KM0037'RECOVERED IN GOOD CONDITION.
 KM0037
 KM0037                          STATION RECOVERY (2005)
 KM0037
 KM0037'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0079 ***********************************************************************
 KM0079  DESIGNATION -  4579
 KM0079  PID         -  KM0079
 KM0079  STATE/COUNTY-  CO/MESA
 KM0079  USGS QUAD   -  GRAND JUNCTION (1973)
 KM0079
 KM0079                         *CURRENT SURVEY CONTROL
 KM0079  ___________________________________________________________________
 KM0079* NAD 83(1986)-  39 03 49.     (N)    108 34 10.     (W)     SCALED    
 KM0079* NAVD 88     -      1396.238  (meters)    4580.82   (feet)  ADJUSTED  
 KM0079  ___________________________________________________________________
 KM0079  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 KM0079  DYNAMIC HT  -        1394.900 (meters)    4576.43  (feet)  COMP
 KM0079  MODELED GRAV-     979,621.2   (mgal)                       NAVD 88
 KM0079
 KM0079  VERT ORDER  -  FIRST     CLASS II
 KM0079
 KM0079.The horizontal coordinates were scaled from a topographic map and have
 KM0079.an estimated accuracy of +/- 6 seconds.
 KM0079
 KM0079.The orthometric height was determined by differential leveling
 KM0079.and adjusted by the National Geodetic Survey in June 1991..
 KM0079.WARNING-Repeat measurements at this control monument indicate possible
 KM0079.vertical movement.
 KM0079
 KM0079.The geoid height was determined by GEOID03.
 KM0079
 KM0079.The dynamic height is computed by dividing the NAVD 88
 KM0079.geopotential number by the normal gravity value computed on the
 KM0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0079.degrees latitude (g = 980.6199 gals.).
 KM0079
 KM0079.The modeled gravity was interpolated from observed gravity values.
 KM0079
 KM0079;                    North         East    Units  Estimated Accuracy
 KM0079;SPC CO C     -   445,860.      648,810.      MT  (+/- 180 meters Scaled)
 KM0079
 KM0079                          SUPERSEDED SURVEY CONTROL
 KM0079
 KM0079  NGVD 29 (??/??/92) 1395.206  (m)         4577.44   (f) ADJ UNCH    1 2
 KM0079
 KM0079.Superseded values are not recommended for survey control.
 KM0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0079.See file dsdata.txt to determine how the superseded data were derived.
 KM0079
 KM0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ102266(NAD 83)
 KM0079_MARKER: DD = SURVEY DISK
 KM0079_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KM0079_SP_SET: BUILDING
 KM0079_STAMPING: 4577.438
 KM0079_MARK LOGO: USGS  
 KM0079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0079_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KM0079+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2004
 KM0079
 KM0079  HISTORY     - Date     Condition        Report By
 KM0079  HISTORY     - 1908     MONUMENTED       USGS
 KM0079  HISTORY     - 1946     GOOD             NGS
 KM0079  HISTORY     - 1984     GOOD             NGS
 KM0079  HISTORY     - 1984     GOOD             NGS
 KM0079  HISTORY     - 20021201 GOOD             INDIV
 KM0079  HISTORY     - 20040702 GOOD             NGS
 KM0079
 KM0079                          STATION DESCRIPTION
 KM0079
 KM0079'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 KM0079'IN GRAND JUNCTION.
 KM0079'AT GRAND JUNCTION, AT THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KM0079'STATION, AND IN THE FRONT FACE OF THE BAGGAGE ROOM.
 KM0079
 KM0079                          STATION RECOVERY (1946)
 KM0079
 KM0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 KM0079'IN GRAND JUNCTION.
 KM0079'AT GRAND JUNCTION, MESA COUNTY, AT THE DENVER AND RIO GRANDE WESTERN
 KM0079'RAILROAD STATION, AT THE SOUTHWEST SIDE OF THE BAGGAGE ROOM, IN THE
 KM0079'FRONT WALL OF THE NORTHWEST END, AND 3.3 FEET HIGHER THAN THE
 KM0079'PLATFORM.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 KM0079'4577.438 AND SET VERTICALLY.
 KM0079
 KM0079                          STATION RECOVERY (1984)
 KM0079
 KM0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KM0079'AT GRAND JUNCTION, MESA COUNTY, AT THE DENVER AND RIO GRANDE WESTERN
 KM0079'RAILROAD STATION. 28.0 M (92 FT) WEST FROM SOUTHEAST CORNER OF
 KM0079'BUILDING. 10.4 M (34 FT) NORTH FROM A CHAINLINK FENCE NEAR TRACKS.
 KM0079'0.9 M (2.8 FT) EAST FROM THE CORNER OF BAGGAGE ROOM AND PASSANGER
 KM0079'ROOMS MEET. 0.8 M (2.5 FT) ABOVE THE CONCRETE PLATFORM.
 KM0079
 KM0079                          STATION RECOVERY (1984)
 KM0079
 KM0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KM0079'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN GRAND
 KM0079'JUNCTION, AT 200 SOUTH STREET, SET VERTICALLY IN THE SOUTHWEST FACE
 KM0079'OF THE DENVER AND RIO GRANDE WESTERN RAILROAD STATION, 28.0 M (91.9
 KM0079'FT) NORTHWEST OF THE SOUTHEAST CORNER OF THE STATION, 11.9 M (39.0
 KM0079'FT) SOUTHEAST OF THE CENTER OF THE WAITING ROOM DOOR, AND 3.4 M (11.2
 KM0079'FT) NORTHWEST OF THE CENTER OF THE BAGGAGE ROOM DOOR.  NOTE--THE DISK
 KM0079'HAS BEEN RESTAMPED TO 4577.438.
 KM0079'THE MARK IS 1.0 M ABOVE THE PLATFORM.
 KM0079
 KM0079                          STATION RECOVERY (2002)
 KM0079
 KM0079'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (PJM)
 KM0079'FOUND DISK AT LOCATION SPECIFIED. NOTE THAT THE DISK IS IN THE OLD
 KM0079'STATION, NOT THE CURRENT STATION. OLD STATION IS UNDERGOING RENOVATION
 KM0079'BUT SURVEY MARK SHOULD NOT BE AFFECTED BY RENOVATION.
 KM0079
 KM0079                          STATION RECOVERY (2004)
 KM0079
 KM0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 KM0079'FOUND DISK AT LOCATION SPECIFIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0070 ***********************************************************************
 KM0070  DESIGNATION -  4595.813
 KM0070  PID         -  KM0070
 KM0070  STATE/COUNTY-  CO/MESA
 KM0070  USGS QUAD   -  GRAND JUNCTION (1973)
 KM0070
 KM0070                         *CURRENT SURVEY CONTROL
 KM0070  ___________________________________________________________________
 KM0070* NAD 83(1986)-  39 04 11.     (N)    108 33 38.     (W)     SCALED    
 KM0070* NAVD 88     -      1401.533  (meters)    4598.20   (feet)  ADJUSTED  
 KM0070  ___________________________________________________________________
 KM0070  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 KM0070  DYNAMIC HT  -        1400.190 (meters)    4593.79  (feet)  COMP
 KM0070  MODELED GRAV-     979,620.7   (mgal)                       NAVD 88
 KM0070
 KM0070  VERT ORDER  -  FIRST     CLASS II
 KM0070
 KM0070.The horizontal coordinates were scaled from a topographic map and have
 KM0070.an estimated accuracy of +/- 6 seconds.
 KM0070
 KM0070.The orthometric height was determined by differential leveling
 KM0070.and adjusted by the National Geodetic Survey in June 1991..
 KM0070
 KM0070.The geoid height was determined by GEOID03.
 KM0070
 KM0070.The dynamic height is computed by dividing the NAVD 88
 KM0070.geopotential number by the normal gravity value computed on the
 KM0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0070.degrees latitude (g = 980.6199 gals.).
 KM0070
 KM0070.The modeled gravity was interpolated from observed gravity values.
 KM0070
 KM0070;                    North         East    Units  Estimated Accuracy
 KM0070;SPC CO C     -   446,510.      649,600.      MT  (+/- 180 meters Scaled)
 KM0070
 KM0070                          SUPERSEDED SURVEY CONTROL
 KM0070
 KM0070  NGVD 29 (??/??/92) 1400.522  (m)         4594.88   (f) ADJ UNCH    1 2
 KM0070
 KM0070.Superseded values are not recommended for survey control.
 KM0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0070.See file dsdata.txt to determine how the superseded data were derived.
 KM0070
 KM0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ110273(NAD 83)
 KM0070_MARKER: DD = SURVEY DISK
 KM0070_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KM0070_SP_SET: SHALLOW-SET PIPE
 KM0070_STAMPING: 4594.879
 KM0070_MARK LOGO: USGS  
 KM0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0070+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2003
 KM0070
 KM0070  HISTORY     - Date     Condition        Report By
 KM0070  HISTORY     - UNK      MONUMENTED       USGS
 KM0070  HISTORY     - 1963     GOOD             NGS
 KM0070  HISTORY     - 1984     GOOD             NGS
 KM0070  HISTORY     - 20030209 GOOD             INDIV
 KM0070
 KM0070                          STATION DESCRIPTION
 KM0070
 KM0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KM0070'IN GRAND JUNCTION.
 KM0070'THE MARK IS LOCATED IN GRAND JUNCTION, COLORADO SOUTHEAST OF THE
 KM0070'INTERSECTION OF GRAND AVE. AND NORTH 7TH STREET.  IN THE NORTHWEST
 KM0070'CORNER OF THE LOWELL SCHOOL GROUNDS.  72.3 FEET NORTH OF THE NORTH
 KM0070'ENTRANCE TO THE SCHOOL.  98.1 FEET EAST OF THE CENTER-LINE OF THE SIDE
 KM0070'WALK PARALLELING NORTH 7TH STREET.  67.6 FEET SOUTH OF THE CENTER LINE
 KM0070'OF GRAND AVE. AND 17 FEET EAST OF THE NORTHWEST CORNER OF A BLACK TOP
 KM0070'AND ON THE NORTH EDGE OF THE BLACK TOP.  A UNITED STATES GEOLOGICAL
 KM0070'SURVEY STANDARD CAP, STAMPED 4594.879 RIVETED ON TO THE TOP OF A 3 1/2
 KM0070'IRON PIPE PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 KM0070
 KM0070                          STATION RECOVERY (1984)
 KM0070
 KM0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KM0070'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN GRAND
 KM0070'JUNCTION, AT 316 NORTH SEVENTH STREET, 22.0 M (72.2 FT) NORTH OF THE
 KM0070'CENTER OF THE NORTH ENTRANCE TO THE R-5 HIGH SCHOOL, 20.6 M (67.6 FT)
 KM0070'SOUTH OF THE CENTERLINE OF GRAND AVENUE, 10.7 M (35.1 FT) WEST OF THE
 KM0070'CENTER OF A SIDEWALK, AND 5.4 M (17.7 FT) EAST OF A CHAIN-LINK FENCE
 KM0070'CORNER.  NOTE--A PIPE PROJECTING 5 CM, DEPTH OF PIPE IS NOT KNOWN.
 KM0070'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
 KM0070
 KM0070                          STATION RECOVERY (2003)
 KM0070
 KM0070'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (PJM)
 KM0070'BENCHMARK FOUND ALONG EDGE OF ASPHALT AND CHAIN LINK FENCE. ALL OTHER
 KM0070'DESCRIPTIONS STILL HOLD.
 KM0070'N39 4.212   W108 33.632   WGS 84 DATUM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0078 ***********************************************************************
 KM0078  DESIGNATION -  4598
 KM0078  PID         -  KM0078
 KM0078  STATE/COUNTY-  CO/MESA
 KM0078  USGS QUAD   -  GRAND JUNCTION (1973)
 KM0078
 KM0078                         *CURRENT SURVEY CONTROL
 KM0078  ___________________________________________________________________
 KM0078* NAD 83(1986)-  39 03 56.     (N)    108 31 55.     (W)     SCALED    
 KM0078* NAVD 88     -      1402.139  (meters)    4600.18   (feet)  ADJUSTED  
 KM0078  ___________________________________________________________________
 KM0078  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 KM0078  DYNAMIC HT  -        1400.792 (meters)    4595.77  (feet)  COMP
 KM0078  MODELED GRAV-     979,618.7   (mgal)                       NAVD 88
 KM0078
 KM0078  VERT ORDER  -  SECOND    CLASS 0
 KM0078
 KM0078.The horizontal coordinates were scaled from a topographic map and have
 KM0078.an estimated accuracy of +/- 6 seconds.
 KM0078
 KM0078.The orthometric height was determined by differential leveling
 KM0078.and adjusted by the National Geodetic Survey in June 1991..
 KM0078
 KM0078.The geoid height was determined by GEOID03.
 KM0078
 KM0078.The dynamic height is computed by dividing the NAVD 88
 KM0078.geopotential number by the normal gravity value computed on the
 KM0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0078.degrees latitude (g = 980.6199 gals.).
 KM0078
 KM0078.The modeled gravity was interpolated from observed gravity values.
 KM0078
 KM0078;                    North         East    Units  Estimated Accuracy
 KM0078;SPC CO C     -   445,960.      652,060.      MT  (+/- 180 meters Scaled)
 KM0078
 KM0078                          SUPERSEDED SURVEY CONTROL
 KM0078
 KM0078  NGVD 29 (??/??/92) 1401.162  (m)         4596.98   (f) ADJ UNCH    2 0
 KM0078
 KM0078.Superseded values are not recommended for survey control.
 KM0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0078.See file dsdata.txt to determine how the superseded data were derived.
 KM0078
 KM0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ135269(NAD 83)
 KM0078_MARKER: DD = SURVEY DISK
 KM0078_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KM0078_SP_SET: BRICK BARN
 KM0078_STAMPING: 4598
 KM0078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0078
 KM0078  HISTORY     - Date     Condition        Report By
 KM0078  HISTORY     - UNK      MONUMENTED       USGS
 KM0078  HISTORY     - 1908     GOOD             USGS
 KM0078  HISTORY     - 1984     MARK NOT FOUND   NGS
 KM0078
 KM0078                          STATION DESCRIPTION
 KM0078
 KM0078'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 KM0078'2.3 MI E FROM GRAND JUNCTION.
 KM0078'2.3 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KM0078'GRAND JUNCTION, ON THE GROUNDS OF THE TELLER INSTITUTE (1908) AND IN
 KM0078'THE WEST FACE OF THE NORTH END OF A BRICK BARN.
 KM0078
 KM0078                          STATION RECOVERY (1984)
 KM0078
 KM0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KM0078'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1778 ***********************************************************************
 KK1778  DESIGNATION -  46
 KK1778  PID         -  KK1778
 KK1778  STATE/COUNTY-  CO/JEFFERSON
 KK1778  USGS QUAD   -  GOLDEN (1994)
 KK1778
 KK1778                         *CURRENT SURVEY CONTROL
 KK1778  ___________________________________________________________________
 KK1778* NAD 83(1992)-  39 46 23.63740(N)    105 10 28.97229(W)     ADJUSTED  
 KK1778* NAVD 88     -      1694.8    (meters)    5560.     (feet)  VERTCON   
 KK1778  ___________________________________________________________________
 KK1778  LAPLACE CORR-         -17.49  (seconds)                    DEFLEC99
 KK1778  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 KK1778
 KK1778  HORZ ORDER  -  SECOND
 KK1778
 KK1778.The horizontal coordinates were established by classical geodetic methods
 KK1778.and adjusted by the National Geodetic Survey in January 1993..
 KK1778
 KK1778.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1778
 KK1778.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1778
 KK1778.The geoid height was determined by GEOID03.
 KK1778
 KK1778;                    North         East     Units Scale Factor Converg.
 KK1778;SPC CO C     -   520,201.416   942,270.948   MT  1.00000468   +0 12 18.6
 KK1778;SPC CO C     - 1,706,694.15  3,091,433.94   sFT  1.00000468   +0 12 18.6
 KK1778;UTM  13      - 4,402,603.345   485,037.201   MT  0.99960276   -0 06 42.4
 KK1778
 KK1778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1778!SPC CO C     -   0.99973670  x   1.00000468  =   0.99974138
 KK1778!UTM  13      -   0.99973670  x   0.99960276  =   0.99933957
 KK1778
 KK1778|---------------------------------------------------------------------|
 KK1778| PID    Reference Object                     Distance      Geod. Az  |
 KK1778|                                                           dddmmss.s |
 KK1778| CP7115 46 RM 1                              12.842 METERS 07110     |
 KK1778| CP7114 46 AZ MK                                           1803242.7 |
 KK1778| CP7116 46 RM 2                              13.833 METERS 27407     |
 KK1778|---------------------------------------------------------------------|
 KK1778
 KK1778                          SUPERSEDED SURVEY CONTROL
 KK1778
 KK1778  NAD 83(1986)-  39 46 23.63388(N)    105 10 28.96978(W) AD(       ) 2
 KK1778  NAD 27      -  39 46 23.68169(N)    105 10 27.01480(W) AD(       ) 2
 KK1778  NGVD 29 (07/19/86) 1693.8    (m)         5557.     (f) VERT ANG       
 KK1778
 KK1778.Superseded values are not recommended for survey control.
 KK1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1778.See file dsdata.txt to determine how the superseded data were derived.
 KK1778
 KK1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE8503702603(NAD 83)
 KK1778_MARKER: DD = SURVEY DISK
 KK1778_SETTING: 0 = UNSPECIFIED SETTING
 KK1778
 KK1778  HISTORY     - Date     Condition        Report By
 KK1778  HISTORY     - 1977     MONUMENTED       CO-059
 KK1778
 KK1778                          STATION DESCRIPTION
 KK1778
 KK1778'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1778'THE STATION IS LOCATED 3 MILES EAST OF GOLDEN, A FEW HUNDRED
 KK1778'YARDS SOUTH OF THE CENTER OF SECTION 24, T 3 S, R 70 W.
 KK1778'
 KK1778'TO REACH THE STATION FROM THE JEFFERSON COUNTY COURTHOUSE IN
 KK1778'GOLDEN, GO NORTH ON WASHINGTON STREET FOR 1 MILE TO A DIVIDED
 KK1778'FREEWAY TO THE EAST WHICH IS STATE HIGHWAY 58.  TURN RIGHT AND
 KK1778'GO EAST 2.6 MILES TO THE MCINTYRE STREET EXIT.  THE STATION IS
 KK1778'LOCATED AT THE NORTH END OF THE CONCRETE ISLAND THAT DIVIDES
 KK1778'THE CENTER OF THE OVERPASS WHERE MCINTYRE STREET CROSSES ABOVE
 KK1778'STATE HIGHWAY 58.
 KK1778'
 KK1778'TO REACH THE AZIMUTH MARK, GO SOUTH ON MCINTYRE STREET FOR 0.2
 KK1778'MILE FROM THE ABOVE MENTIONED OVERPASS TO A CONCRETE BRIDGE
 KK1778'OVER A NOW DRY CREEK CHANNEL.
 KK1778'
 KK1778'THE STATION MARK, STAMPED---46 JCMD 1977---, IS A 3-INCH BRONZE
 KK1778'DISK CEMENTED IN A DRILL HOLE AT THE NORTH TIP OF THE MEDIAN
 KK1778'ISLAND ATOP THE OVERPASS SEVERAL INCHES NORTH OF A STATE
 KK1778'HIGHWAY DEPARTMENT BENCH MARK CAP AND 32 FEET FROM BOTH
 KK1778'RAILINGS.
 KK1778'
 KK1778'REFERENCE MARK 1, STAMPED---46 JCMD RM 1 1977---, IS A 3-INCH
 KK1778'BRONZE DISK CEMENTED IN A DRILL HOLE BENEATH THE EAST RAIL OF
 KK1778'THE OVERPASS.
 KK1778'
 KK1778'REFERENCE MARK 2, STAMPED---46 JCMD RM 2 1977---, IS A 3-INCH
 KK1778'BRONZE DISK CEMENTED IN A DRILL HOLE BENEATH THE WEST RAIL OF
 KK1778'OF THE OVERPASS.
 KK1778'
 KK1778'THE AZIMUTH MARK, STAMPED---46 JCMD AZM 1977---, IS A 3-INCH
 KK1778'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE CURB AT THE
 KK1778'SOUTHEAST CORNER OF THE CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0062 ***********************************************************************
 KM0062  DESIGNATION -  4610.135
 KM0062  PID         -  KM0062
 KM0062  STATE/COUNTY-  CO/MESA
 KM0062  USGS QUAD   -  GRAND JUNCTION (1973)
 KM0062
 KM0062                         *CURRENT SURVEY CONTROL
 KM0062  ___________________________________________________________________
 KM0062* NAD 83(1986)-  39 00 48.     (N)    108 31 51.     (W)     SCALED    
 KM0062* NAVD 88     -      1406.205  (meters)    4613.52   (feet)  POSTED    
 KM0062  ___________________________________________________________________
 KM0062  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 KM0062  DYNAMIC HT  -        1404.850 (meters)    4609.08  (feet)  COMP
 KM0062  MODELED GRAV-     979,616.7   (mgal)                       NAVD 88
 KM0062
 KM0062  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KM0062
 KM0062.The horizontal coordinates were scaled from a topographic map and have
 KM0062.an estimated accuracy of +/- 6 seconds.
 KM0062
 KM0062.The orthometric height was determined by differential leveling
 KM0062.and adjusted by the National Geodetic Survey in 1992..
 KM0062.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KM0062.rate of 0.0 thru 1.0 mm/km.
 KM0062
 KM0062.The geoid height was determined by GEOID03.
 KM0062
 KM0062.The dynamic height is computed by dividing the NAVD 88
 KM0062.geopotential number by the normal gravity value computed on the
 KM0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0062.degrees latitude (g = 980.6199 gals.).
 KM0062
 KM0062.The modeled gravity was interpolated from observed gravity values.
 KM0062
 KM0062;                    North         East    Units  Estimated Accuracy
 KM0062;SPC CO C     -   440,170.      651,970.      MT  (+/- 180 meters Scaled)
 KM0062
 KM0062                          SUPERSEDED SURVEY CONTROL
 KM0062
 KM0062  NGVD 29 (??/??/92) 1405.172  (m)         4610.14   (f) ADJ UNCH    1 2
 KM0062
 KM0062.Superseded values are not recommended for survey control.
 KM0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0062.See file dsdata.txt to determine how the superseded data were derived.
 KM0062
 KM0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ137211(NAD 83)
 KM0062_MARKER: DD = SURVEY DISK
 KM0062_SETTING: 66 = SET IN ROCK OUTCROP
 KM0062_SP_SET: SANDSTONE ROCK
 KM0062_STAMPING: 4610.135
 KM0062_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0062+STABILITY: POSITION/ELEVATION WELL
 KM0062
 KM0062  HISTORY     - Date     Condition        Report By
 KM0062  HISTORY     - UNK      MONUMENTED       USGS
 KM0062  HISTORY     - 1926     GOOD             NGS
 KM0062
 KM0062                          STATION DESCRIPTION
 KM0062
 KM0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1926
 KM0062'6.1 MI NW FROM WHITEWATER.
 KM0062'6.1 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KM0062'FROM THE STATION AT WHITEWATER, MESA COUNTY, 315 FEET SOUTHEAST OF
 KM0062'MILEPOST D-418, 50 FEET NORTHEAST OF THE TRACK, 3-1/2 FEET HIGHER THAN
 KM0062'THE TRACK, AND IN THE TOP OF A SANDSTONE ROCK 2-1/2 FEET ABOVE GROUND.
 KM0062'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4610.135.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0338 ***********************************************************************
 JM0338  DESIGNATION -  4623.475
 JM0338  PID         -  JM0338
 JM0338  STATE/COUNTY-  CO/MESA
 JM0338  USGS QUAD   -  WHITEWATER (1969)
 JM0338
 JM0338                         *CURRENT SURVEY CONTROL
 JM0338  ___________________________________________________________________
 JM0338* NAD 83(1986)-  38 59 47.     (N)    108 30 01.     (W)     SCALED    
 JM0338* NAVD 88     -      1410.291  (meters)    4626.93   (feet)  POSTED    
 JM0338  ___________________________________________________________________
 JM0338  GEOID HEIGHT-         -16.72  (meters)                     GEOID03
 JM0338  DYNAMIC HT  -        1408.910 (meters)    4622.40  (feet)  COMP
 JM0338  MODELED GRAV-     979,601.2   (mgal)                       NAVD 88
 JM0338
 JM0338  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JM0338
 JM0338.The horizontal coordinates were scaled from a topographic map and have
 JM0338.an estimated accuracy of +/- 6 seconds.
 JM0338
 JM0338.The orthometric height was determined by differential leveling
 JM0338.and adjusted by the National Geodetic Survey in 1992..
 JM0338.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JM0338.rate of 0.0 thru 1.0 mm/km.
 JM0338
 JM0338.The geoid height was determined by GEOID03.
 JM0338
 JM0338.The dynamic height is computed by dividing the NAVD 88
 JM0338.geopotential number by the normal gravity value computed on the
 JM0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0338.degrees latitude (g = 980.6199 gals.).
 JM0338
 JM0338.The modeled gravity was interpolated from observed gravity values.
 JM0338
 JM0338;                    North         East    Units  Estimated Accuracy
 JM0338;SPC CO C     -   438,200.      654,550.      MT  (+/- 180 meters Scaled)
 JM0338
 JM0338                          SUPERSEDED SURVEY CONTROL
 JM0338
 JM0338.No superseded survey control is available for this station.
 JM0338
 JM0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ164193(NAD 83)
 JM0338_MARKER: DD = SURVEY DISK
 JM0338_SETTING: 66 = SET IN ROCK OUTCROP
 JM0338_SP_SET: SANDSTONE ROCK
 JM0338_STAMPING: 4623.475
 JM0338_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0338+STABILITY: POSITION/ELEVATION WELL
 JM0338
 JM0338  HISTORY     - Date     Condition        Report By
 JM0338  HISTORY     - UNK      MONUMENTED       USGS
 JM0338  HISTORY     - 1926     GOOD             NGS
 JM0338
 JM0338                          STATION DESCRIPTION
 JM0338
 JM0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1926
 JM0338'3.2 MI NW FROM WHITEWATER.
 JM0338'3.2 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JM0338'FROM THE STATION AT WHITEWATER, MESA COUNTY, 70 FEET NORTH OF MILEPOST
 JM0338'D-415, 15 FEET WEST OF THE TRACK, 2 FEET HIGHER THAN THE TRACK, AND IN
 JM0338'THE TOP OF SANDSTONE ROCK 2-1/2 FEET ABOVE GROUND.  A UNITED STATES
 JM0338'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4623.475.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0030 ***********************************************************************
 JM0030  DESIGNATION -  4643.497 RESET
 JM0030  PID         -  JM0030
 JM0030  STATE/COUNTY-  CO/MESA
 JM0030  USGS QUAD   -  WHITEWATER (1969)
 JM0030
 JM0030                         *CURRENT SURVEY CONTROL
 JM0030  ___________________________________________________________________
 JM0030* NAD 83(1986)-  38 59 01.     (N)    108 27 02.     (W)     SCALED    
 JM0030* NAVD 88     -      1416.134  (meters)    4646.10   (feet)  ADJUSTED  
 JM0030  ___________________________________________________________________
 JM0030  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 JM0030  DYNAMIC HT  -        1414.767 (meters)    4641.61  (feet)  COMP
 JM0030  MODELED GRAV-     979,613.2   (mgal)                       NAVD 88
 JM0030
 JM0030  VERT ORDER  -  FIRST     CLASS II
 JM0030
 JM0030.The horizontal coordinates were scaled from a topographic map and have
 JM0030.an estimated accuracy of +/- 6 seconds.
 JM0030
 JM0030.The orthometric height was determined by differential leveling
 JM0030.and adjusted by the National Geodetic Survey in June 1991..
 JM0030
 JM0030.The geoid height was determined by GEOID03.
 JM0030
 JM0030.The dynamic height is computed by dividing the NAVD 88
 JM0030.geopotential number by the normal gravity value computed on the
 JM0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0030.degrees latitude (g = 980.6199 gals.).
 JM0030
 JM0030.The modeled gravity was interpolated from observed gravity values.
 JM0030
 JM0030;                    North         East    Units  Estimated Accuracy
 JM0030;SPC CO C     -   436,640.      658,810.      MT  (+/- 180 meters Scaled)
 JM0030
 JM0030                          SUPERSEDED SURVEY CONTROL
 JM0030
 JM0030  NGVD 29 (??/??/92) 1415.116  (m)         4642.76   (f) ADJ UNCH    1 2
 JM0030
 JM0030.Superseded values are not recommended for survey control.
 JM0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0030.See file dsdata.txt to determine how the superseded data were derived.
 JM0030
 JM0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ208180(NAD 83)
 JM0030_MARKER: P = PIPE CAP
 JM0030_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JM0030_SP_SET: SHALLOW-SET PIPE
 JM0030_STAMPING: 4642.760
 JM0030_MARK LOGO: USGS  
 JM0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0030
 JM0030  HISTORY     - Date     Condition        Report By
 JM0030  HISTORY     - 1959     MONUMENTED       USGS
 JM0030  HISTORY     - 1984     GOOD             NGS
 JM0030
 JM0030                          STATION DESCRIPTION
 JM0030
 JM0030'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 JM0030'0.4 MI SE FROM WHITEWATER.
 JM0030'0.4 MILE SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JM0030'FROM THE STATION AT WHITEWATER, MESA COUNTY, 0.4 MILE NORTH OF
 JM0030'MILEPOST D-411, 210 FEET SOUTHEAST OF THE SOUTHEAST END OF A STEEL
 JM0030'HIGHWAY BRIDGE OVER GUNNISON RIVER, 30 FEET WEST OF THE TRACK, 20 FEET
 JM0030'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 141, AND 2-1/2 FEET LOWER
 JM0030'THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 JM0030'STAMPED 4642.760 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 JM0030'PROJECTING ABOUT 1 FOOT ABOVE GROUND.  NOTE--THE ORIGINAL BENCH MARK
 JM0030'4643.497 USGS WAS ACCIDENTALLY PULLED UP DURING EXCAVATION FOR THE
 JM0030'GAGING STATION.  THE UNDERGROUND PART OF THE 3 1/2-INCH PIPE WAS
 JM0030'NEARLY RUSTED AWAY.  THE USGS STANDARD CAP HAD BEEN BATTERED SOMETIME
 JM0030'IN THE PAST.  BM 4643.497 USGS WAS RESET AT THIS TIME IN THE SAME
 JM0030'LOCATION AT THE SAME ELEVATION, 4642.760 FT, WHICH WAS STAMPED ON IT.
 JM0030
 JM0030                          STATION RECOVERY (1984)
 JM0030
 JM0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JM0030'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  16.9 KM
 JM0030'(10.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH
 JM0030'U.S. HIGHWAY 6 IN GRAND JUNCTION, THENCE 0.5 KM (0.3 MI) SOUTHWEST
 JM0030'ALONG STATE HIGHWAY 141, 50.6 M (166.0 FT) SOUTH OF THE CENTER OF THE
 JM0030'HIGHWAY, 7.1 M (23.3 FT) WEST OF THE NEAR RAIL OF THE DENVER AND RIO
 JM0030'GRANDE WESTERN RAILROAD, AND 5.5 M (18.0 FT) NORTHEAST OF A GAGING
 JM0030'STATION.  NOTE--A PIPE PROJECTING 30 CM, DEPTH OF PIPE IS NOT KNOWN.
 JM0030'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JM0030'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0206 ***********************************************************************
 LL0206  DESIGNATION -  4650
 LL0206  PID         -  LL0206
 LL0206  STATE/COUNTY-  CO/WELD
 LL0206  USGS QUAD   -  LA SALLE (1975)
 LL0206
 LL0206                         *CURRENT SURVEY CONTROL
 LL0206  ___________________________________________________________________
 LL0206* NAD 83(1986)-  40 21 34.     (N)    104 41 47.     (W)     SCALED    
 LL0206* NAVD 88     -      1418.576  (meters)    4654.11   (feet)  ADJUSTED  
 LL0206  ___________________________________________________________________
 LL0206  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 LL0206  DYNAMIC HT  -        1417.353 (meters)    4650.10  (feet)  COMP
 LL0206  MODELED GRAV-     979,714.7   (mgal)                       NAVD 88
 LL0206
 LL0206  VERT ORDER  -  FIRST     CLASS II
 LL0206
 LL0206.The horizontal coordinates were scaled from a topographic map and have
 LL0206.an estimated accuracy of +/- 6 seconds.
 LL0206
 LL0206.The orthometric height was determined by differential leveling
 LL0206.and adjusted by the National Geodetic Survey in June 1991..
 LL0206
 LL0206.The geoid height was determined by GEOID03.
 LL0206
 LL0206.The dynamic height is computed by dividing the NAVD 88
 LL0206.geopotential number by the normal gravity value computed on the
 LL0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0206.degrees latitude (g = 980.6199 gals.).
 LL0206
 LL0206.The modeled gravity was interpolated from observed gravity values.
 LL0206
 LL0206;                    North         East    Units  Estimated Accuracy
 LL0206;SPC CO N     -   419,040.      982,660.      MT  (+/- 180 meters Scaled)
 LL0206
 LL0206                          SUPERSEDED SURVEY CONTROL
 LL0206
 LL0206  NGVD 29 (??/??/??) 1417.690  (m)         4651.20   (f) ADJUSTED    1 2
 LL0206
 LL0206.Superseded values are not recommended for survey control.
 LL0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0206.See file dsdata.txt to determine how the superseded data were derived.
 LL0206
 LL0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE257676(NAD 83)
 LL0206_MARKER: P = PIPE CAP
 LL0206_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LL0206_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LL0206_STAMPING: 4650 DENVER
 LL0206_MARK LOGO: USGS  
 LL0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0206+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2005
 LL0206
 LL0206  HISTORY     - Date     Condition        Report By
 LL0206  HISTORY     - UNK      MONUMENTED       USGS
 LL0206  HISTORY     - 1956     GOOD             NGS
 LL0206  HISTORY     - 1983     GOOD             NGS
 LL0206  HISTORY     - 20050812 GOOD             USPSQD
 LL0206
 LL0206                          STATION DESCRIPTION
 LL0206
 LL0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0206'0.9 MI N FROM LA SALLE.
 LL0206'0.9 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LL0206'AT LA SALLE, 217 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD,
 LL0206'52 FEET NORTHWEST OF THE NORTHWEST CORNER OF A TRESTLE, 42.5 FEET
 LL0206'WEST OF THE WEST RAIL, 51 FEET SOUTH OF A TELEPHONE POLE, 41 FEET
 LL0206'EAST OF A FENCE, 15 FEET WEST OF A FENCE, 1 FOOT NORTHEAST OF A
 LL0206'WITNESS POST, 18 FEET BELOW THE TOP OF THE RAILS, IN THE BOTTOM OF
 LL0206'A DITCH, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS
 LL0206'0.3 FOOT ABOVE THE GROUND, IN SECTION 32, TOWNSHIP 5 NORTH, RANGE
 LL0206'65 WEST.
 LL0206'NOTE-- THIS MARK WAS PREVIOUSLY PUBLISHED AND DESIGNATED 4650 (USGS)
 LL0206'= Z 2.
 LL0206
 LL0206                          STATION RECOVERY (1983)
 LL0206
 LL0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0206'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 LL0206'DELETE 52 FEET NORTHWEST OF THE NORTHWEST CORNER OF A TRESTLE.
 LL0206
 LL0206                          STATION RECOVERY (2005)
 LL0206
 LL0206'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 LL0206'FOUND AS DESCRIBED. ORANGE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0212 ***********************************************************************
 LL0212  DESIGNATION -  4654
 LL0212  PID         -  LL0212
 LL0212  STATE/COUNTY-  CO/WELD
 LL0212  USGS QUAD   -  GREELEY (1980)
 LL0212
 LL0212                         *CURRENT SURVEY CONTROL
 LL0212  ___________________________________________________________________
 LL0212* NAD 83(1986)-  40 25 19.     (N)    104 41 17.     (W)     SCALED    
 LL0212* NAVD 88     -      1418.826  (meters)    4654.93   (feet)  ADJUSTED  
 LL0212  ___________________________________________________________________
 LL0212  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 LL0212  DYNAMIC HT  -        1417.614 (meters)    4650.96  (feet)  COMP
 LL0212  MODELED GRAV-     979,722.1   (mgal)                       NAVD 88
 LL0212
 LL0212  VERT ORDER  -  FIRST     CLASS II
 LL0212
 LL0212.The horizontal coordinates were scaled from a topographic map and have
 LL0212.an estimated accuracy of +/- 6 seconds.
 LL0212
 LL0212.The orthometric height was determined by differential leveling
 LL0212.and adjusted by the National Geodetic Survey in June 1991..
 LL0212
 LL0212.The geoid height was determined by GEOID03.
 LL0212
 LL0212.The dynamic height is computed by dividing the NAVD 88
 LL0212.geopotential number by the normal gravity value computed on the
 LL0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0212.degrees latitude (g = 980.6199 gals.).
 LL0212
 LL0212.The modeled gravity was interpolated from observed gravity values.
 LL0212
 LL0212;                    North         East    Units  Estimated Accuracy
 LL0212;SPC CO N     -   425,990.      983,310.      MT  (+/- 180 meters Scaled)
 LL0212
 LL0212                          SUPERSEDED SURVEY CONTROL
 LL0212
 LL0212  NGVD 29 (??/??/92) 1417.940  (m)         4652.02   (f) ADJ UNCH    1 2
 LL0212
 LL0212.Superseded values are not recommended for survey control.
 LL0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0212.See file dsdata.txt to determine how the superseded data were derived.
 LL0212
 LL0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE264746(NAD 83)
 LL0212_MARKER: P = PIPE CAP
 LL0212_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LL0212_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LL0212_STAMPING: 4654 DENVER
 LL0212_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0212
 LL0212  HISTORY     - Date     Condition        Report By
 LL0212  HISTORY     - UNK      MONUMENTED       USGS
 LL0212  HISTORY     - 1956     GOOD             NGS
 LL0212  HISTORY     - 1983     MARK NOT FOUND   NGS
 LL0212
 LL0212                          STATION DESCRIPTION
 LL0212
 LL0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0212'0.1 MI S FROM GREELEY.
 LL0212'0.1 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LL0212'AT GREELEY, AT THE CROSSING OF 10TH STREET, 105.5 FEET NORTHWEST OF
 LL0212'THE NORTHWEST CORNER OF A BRICK BUILDING, 39 FEET SOUTH OF THE
 LL0212'CENTER LINE OF 10TH STREET, 35.5 FEET WEST OF THE WEST RAIL OF THE
 LL0212'MAIN TRACK, 31.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 LL0212'FLAGMANS BUILDING, 7.6 FEET EAST OF A LIGHT POLE, RIVETED ON THE
 LL0212'TOP OF A 3 1/2 INCH IRON PIPE WHICH IS FLUSH WITH THE GROUND, IN
 LL0212'SECTION 8, TOWNSHIP 5 NORTH, RANGE 65 WEST.
 LL0212
 LL0212                          STATION RECOVERY (1983)
 LL0212
 LL0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0028 ***********************************************************************
 JM0028  DESIGNATION -  4661.421
 JM0028  PID         -  JM0028
 JM0028  STATE/COUNTY-  CO/MESA
 JM0028  USGS QUAD   -  WHITEWATER (1969)
 JM0028
 JM0028                         *CURRENT SURVEY CONTROL
 JM0028  ___________________________________________________________________
 JM0028* NAD 83(1986)-  38 57 01.     (N)    108 27 35.     (W)     SCALED    
 JM0028* NAVD 88     -      1421.609  (meters)    4664.06   (feet)  POSTED    
 JM0028  ___________________________________________________________________
 JM0028  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 JM0028  DYNAMIC HT  -        1420.230 (meters)    4659.54  (feet)  COMP
 JM0028  MODELED GRAV-     979,608.4   (mgal)                       NAVD 88
 JM0028
 JM0028  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JM0028
 JM0028.The horizontal coordinates were scaled from a topographic map and have
 JM0028.an estimated accuracy of +/- 6 seconds.
 JM0028
 JM0028.The orthometric height was determined by differential leveling
 JM0028.and adjusted by the National Geodetic Survey in 1992..
 JM0028.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JM0028.rate of 0.0 thru 1.0 mm/km.
 JM0028
 JM0028.The geoid height was determined by GEOID03.
 JM0028
 JM0028.The dynamic height is computed by dividing the NAVD 88
 JM0028.geopotential number by the normal gravity value computed on the
 JM0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0028.degrees latitude (g = 980.6199 gals.).
 JM0028
 JM0028.The modeled gravity was interpolated from observed gravity values.
 JM0028
 JM0028;                    North         East    Units  Estimated Accuracy
 JM0028;SPC CO C     -   432,970.      657,890.      MT  (+/- 180 meters Scaled)
 JM0028
 JM0028                          SUPERSEDED SURVEY CONTROL
 JM0028
 JM0028  NGVD 29 (??/??/92) 1420.573  (m)         4660.66   (f) ADJ UNCH    1 2
 JM0028
 JM0028.Superseded values are not recommended for survey control.
 JM0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0028.See file dsdata.txt to determine how the superseded data were derived.
 JM0028
 JM0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ201143(NAD 83)
 JM0028_MARKER: DD = SURVEY DISK
 JM0028_SETTING: 66 = SET IN ROCK OUTCROP
 JM0028_SP_SET: SANDSTONE ROCK
 JM0028_STAMPING: 4660.663
 JM0028_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0028+STABILITY: POSITION/ELEVATION WELL
 JM0028
 JM0028  HISTORY     - Date     Condition        Report By
 JM0028  HISTORY     - UNK      MONUMENTED       USGS
 JM0028  HISTORY     - 1950     GOOD             NGS
 JM0028
 JM0028                          STATION DESCRIPTION
 JM0028
 JM0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JM0028'2.8 MI SE FROM WHITEWATER.
 JM0028'2.8 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JM0028'FROM THE STATION AT WHITEWATER, MESA COUNTY, 75 FEET WEST OF MILEPOST
 JM0028'D-409, 50 FEET NORTH OF THE TRACK, 3-1/2 FEET HIGHER THAN THE TRACK,
 JM0028'AND IN SANDSTONE ROCK PROJECTING ABOUT 3-1/2 FEET ABOVE GROUND.  A
 JM0028'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4660.663.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0078 ***********************************************************************
 JK0078  DESIGNATION -  4665
 JK0078  PID         -  JK0078
 JK0078  STATE/COUNTY-  CO/PUEBLO
 JK0078  USGS QUAD   -  NORTHEAST PUEBLO (1974)
 JK0078
 JK0078                         *CURRENT SURVEY CONTROL
 JK0078  ___________________________________________________________________
 JK0078* NAD 83(1986)-  38 16 16.     (N)    104 36 32.     (W)     SCALED    
 JK0078* NAVD 88     -      1423.789  (meters)    4671.21   (feet)  ADJUSTED  
 JK0078  ___________________________________________________________________
 JK0078  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 JK0078  DYNAMIC HT  -        1422.302 (meters)    4666.34  (feet)  COMP
 JK0078  MODELED GRAV-     979,535.0   (mgal)                       NAVD 88
 JK0078
 JK0078  VERT ORDER  -  FIRST     CLASS II
 JK0078
 JK0078.The horizontal coordinates were scaled from a topographic map and have
 JK0078.an estimated accuracy of +/- 6 seconds.
 JK0078
 JK0078.The orthometric height was determined by differential leveling
 JK0078.and adjusted by the National Geodetic Survey in June 1991..
 JK0078
 JK0078.The geoid height was determined by GEOID03.
 JK0078
 JK0078.The dynamic height is computed by dividing the NAVD 88
 JK0078.geopotential number by the normal gravity value computed on the
 JK0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0078.degrees latitude (g = 980.6199 gals.).
 JK0078
 JK0078.The modeled gravity was interpolated from observed gravity values.
 JK0078
 JK0078;                    North         East    Units  Estimated Accuracy
 JK0078;SPC CO S     -   483,240.      992,380.      MT  (+/- 180 meters Scaled)
 JK0078
 JK0078                          SUPERSEDED SURVEY CONTROL
 JK0078
 JK0078  NGVD 29 (??/??/92) 1422.938  (m)         4668.42   (f) ADJ UNCH    1 2
 JK0078
 JK0078.Superseded values are not recommended for survey control.
 JK0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0078.See file dsdata.txt to determine how the superseded data were derived.
 JK0078
 JK0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC342359(NAD 83)
 JK0078_MARKER: DD = SURVEY DISK
 JK0078_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JK0078_SP_SET: BUILDING
 JK0078_STAMPING: 4668.511
 JK0078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0078
 JK0078  HISTORY     - Date     Condition        Report By
 JK0078  HISTORY     - UNK      MONUMENTED       USGS
 JK0078  HISTORY     - 1953     GOOD             NGS
 JK0078  HISTORY     - 1984     MARK NOT FOUND   NGS
 JK0078
 JK0078                          STATION DESCRIPTION
 JK0078
 JK0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0078'AT PUEBLO.
 JK0078'AT PUEBLO, PUEBLO COUNTY, AT THE SOUTHWEST CORNER OF MAIN AND FIFTH
 JK0078'STREETS, IN THE SOUTH WALL OF THE POST OFFICE BUILDING, 47.9 FEET
 JK0078'WEST OF THE SOUTHEAST CORNER, AND ABOUT 2 1/2 FEET ABOVE GROUND.
 JK0078'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4668.511
 JK0078'AND SET VERTICALLY.
 JK0078
 JK0078                          STATION RECOVERY (1984)
 JK0078
 JK0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0078'ALL THAT REMAINS IS THE STEM OF THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0268 ***********************************************************************
 LL0268  DESIGNATION -  4672
 LL0268  PID         -  LL0268
 LL0268  STATE/COUNTY-  CO/WELD
 LL0268  USGS QUAD   -  GREELEY (1980)
 LL0268
 LL0268                         *CURRENT SURVEY CONTROL
 LL0268  ___________________________________________________________________
 LL0268* NAD 83(1986)-  40 26 28.     (N)    104 44 06.     (W)     SCALED    
 LL0268* NAVD 88     -      1424.477  (meters)    4673.47   (feet)  ADJUSTED  
 LL0268  ___________________________________________________________________
 LL0268  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 LL0268  DYNAMIC HT  -        1423.258 (meters)    4669.47  (feet)  COMP
 LL0268  MODELED GRAV-     979,720.0   (mgal)                       NAVD 88
 LL0268
 LL0268  VERT ORDER  -  SECOND    CLASS 0
 LL0268
 LL0268.The horizontal coordinates were scaled from a topographic map and have
 LL0268.an estimated accuracy of +/- 6 seconds.
 LL0268
 LL0268.The orthometric height was determined by differential leveling
 LL0268.and adjusted by the National Geodetic Survey in June 1991..
 LL0268
 LL0268.The geoid height was determined by GEOID03.
 LL0268
 LL0268.The dynamic height is computed by dividing the NAVD 88
 LL0268.geopotential number by the normal gravity value computed on the
 LL0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0268.degrees latitude (g = 980.6199 gals.).
 LL0268
 LL0268.The modeled gravity was interpolated from observed gravity values.
 LL0268
 LL0268;                    North         East    Units  Estimated Accuracy
 LL0268;SPC CO N     -   428,080.      979,300.      MT  (+/- 180 meters Scaled)
 LL0268
 LL0268                          SUPERSEDED SURVEY CONTROL
 LL0268
 LL0268  NGVD 29 (??/??/92) 1423.579  (m)         4670.53   (f) ADJ UNCH    2 0
 LL0268
 LL0268.Superseded values are not recommended for survey control.
 LL0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0268.See file dsdata.txt to determine how the superseded data were derived.
 LL0268
 LL0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE224767(NAD 83)
 LL0268_MARKER: P = PIPE CAP
 LL0268_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LL0268_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LL0268_STAMPING: 4672
 LL0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0268
 LL0268  HISTORY     - Date     Condition        Report By
 LL0268  HISTORY     - UNK      MONUMENTED       USGS
 LL0268  HISTORY     - 1934     GOOD             NGS
 LL0268
 LL0268                          STATION DESCRIPTION
 LL0268
 LL0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LL0268'3.5 MI W FROM GREELEY.
 LL0268'3.5 MILES WEST OF GREELEY, WELD COUNTY, COLORADO, AT CROSS-ROADS,
 LL0268'500 FEET SOUTHEAST OF STATION SIGN BOYDS, 260 FEET SOUTH OF
 LL0268'CENTERLINE OF COLORADO AND SOUTHERN R.R. TRACK, 100 FEET WEST OF
 LL0268'CENTERLINE OF ROAD, 15 FEET NORTH OF CENTERLINE OF ROAD, IN
 LL0268'FENCE-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0026 ***********************************************************************
 JM0026  DESIGNATION -  4674.520
 JM0026  PID         -  JM0026
 JM0026  STATE/COUNTY-  CO/MESA
 JM0026  USGS QUAD   -  WHITEWATER (1969)
 JM0026
 JM0026                         *CURRENT SURVEY CONTROL
 JM0026  ___________________________________________________________________
 JM0026* NAD 83(1986)-  38 55 07.     (N)    108 27 01.     (W)     SCALED    
 JM0026* NAVD 88     -      1425.642  (meters)    4677.29   (feet)  POSTED    
 JM0026  ___________________________________________________________________
 JM0026  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 JM0026  DYNAMIC HT  -        1424.220 (meters)    4672.63  (feet)  COMP
 JM0026  MODELED GRAV-     979,583.2   (mgal)                       NAVD 88
 JM0026
 JM0026  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JM0026
 JM0026.The horizontal coordinates were scaled from a topographic map and have
 JM0026.an estimated accuracy of +/- 6 seconds.
 JM0026
 JM0026.The orthometric height was determined by differential leveling
 JM0026.and adjusted by the National Geodetic Survey in 1992..
 JM0026.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JM0026.rate of 0.0 thru 1.0 mm/km.
 JM0026
 JM0026.The geoid height was determined by GEOID03.
 JM0026
 JM0026.The dynamic height is computed by dividing the NAVD 88
 JM0026.geopotential number by the normal gravity value computed on the
 JM0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0026.degrees latitude (g = 980.6199 gals.).
 JM0026
 JM0026.The modeled gravity was interpolated from observed gravity values.
 JM0026
 JM0026;                    North         East    Units  Estimated Accuracy
 JM0026;SPC CO C     -   429,430.      658,600.      MT  (+/- 180 meters Scaled)
 JM0026
 JM0026                          SUPERSEDED SURVEY CONTROL
 JM0026
 JM0026  NGVD 29 (??/??/92) 1424.572  (m)         4673.78   (f) ADJ UNCH    1 2
 JM0026
 JM0026.Superseded values are not recommended for survey control.
 JM0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0026.See file dsdata.txt to determine how the superseded data were derived.
 JM0026
 JM0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ210108(NAD 83)
 JM0026_MARKER: DD = SURVEY DISK
 JM0026_SETTING: 66 = SET IN ROCK OUTCROP
 JM0026_SP_SET: SANDSTONE ROCK
 JM0026_STAMPING: 4675
 JM0026_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0026+STABILITY: POSITION/ELEVATION WELL
 JM0026
 JM0026  HISTORY     - Date     Condition        Report By
 JM0026  HISTORY     - UNK      MONUMENTED       USGS
 JM0026  HISTORY     - 1950     GOOD             NGS
 JM0026  HISTORY     - 1969     MARK NOT FOUND   USGS
 JM0026
 JM0026                          STATION DESCRIPTION
 JM0026
 JM0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JM0026'5.8 MI SE FROM WHITEWATER.
 JM0026'5.8 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JM0026'FROM THE STATION AT WHITEWATER, MESA COUNTY, 125 FEET SOUTH OF
 JM0026'MILEPOST D-406, 20 FEET EAST OF THE TRACK, 1-1/2 FEET HIGHER THAN THE
 JM0026'TRACK, IN SANDSTONE ROCK AND ABOUT 2 FEET ABOVE GROUND.  A UNITED
 JM0026'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4675.  NOTE-- IN
 JM0026'OCTOBER 1934 IT WAS REPORTED THAT THE FACE OF THE DISK HAD APPARENTLY
 JM0026'BEEN BROKEN BY A ROCK SLIDE, AND THAT THE SMALL ROCK IN WHICH THE MARK
 JM0026'WAS SET MAY HAVE BEEN DISTURBED.  USE WITH CAUTION.
 JM0026
 JM0026                          STATION RECOVERY (1969)
 JM0026
 JM0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 JM0026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0015 ***********************************************************************
 KM0015  DESIGNATION -  4685
 KM0015  PID         -  KM0015
 KM0015  STATE/COUNTY-  CO/MESA
 KM0015  USGS QUAD   -  CLIFTON (1973)
 KM0015
 KM0015                         *CURRENT SURVEY CONTROL
 KM0015  ___________________________________________________________________
 KM0015* NAD 83(1986)-  39 04 59.     (N)    108 28 13.     (W)     SCALED    
 KM0015* NAVD 88     -      1428.699  (meters)    4687.32   (feet)  ADJUSTED  
 KM0015  ___________________________________________________________________
 KM0015  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 KM0015  DYNAMIC HT  -        1427.320 (meters)    4682.80  (feet)  COMP
 KM0015  MODELED GRAV-     979,613.1   (mgal)                       NAVD 88
 KM0015
 KM0015  VERT ORDER  -  SECOND    CLASS 0
 KM0015
 KM0015.The horizontal coordinates were scaled from a topographic map and have
 KM0015.an estimated accuracy of +/- 6 seconds.
 KM0015
 KM0015.The orthometric height was determined by differential leveling
 KM0015.and adjusted by the National Geodetic Survey in June 1991..
 KM0015
 KM0015.The geoid height was determined by GEOID03.
 KM0015
 KM0015.The dynamic height is computed by dividing the NAVD 88
 KM0015.geopotential number by the normal gravity value computed on the
 KM0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0015.degrees latitude (g = 980.6199 gals.).
 KM0015
 KM0015.The modeled gravity was interpolated from observed gravity values.
 KM0015
 KM0015;                    North         East    Units  Estimated Accuracy
 KM0015;SPC CO C     -   447,730.      657,460.      MT  (+/- 180 meters Scaled)
 KM0015
 KM0015                          SUPERSEDED SURVEY CONTROL
 KM0015
 KM0015  NGVD 29 (??/??/92) 1427.712  (m)         4684.09   (f) ADJ UNCH    2 0
 KM0015
 KM0015.Superseded values are not recommended for survey control.
 KM0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0015.See file dsdata.txt to determine how the superseded data were derived.
 KM0015
 KM0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ188290(NAD 83)
 KM0015_MARKER: DD = SURVEY DISK
 KM0015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KM0015_SP_SET: PARAPET WALL
 KM0015_STAMPING: 4685
 KM0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0015
 KM0015  HISTORY     - Date     Condition        Report By
 KM0015  HISTORY     - UNK      MONUMENTED       USGS
 KM0015  HISTORY     - 1908     GOOD             USGS
 KM0015
 KM0015                          STATION DESCRIPTION
 KM0015
 KM0015'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 KM0015'1.1 MI SW FROM CLIFTON.
 KM0015'1.1 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KM0015'FROM CLIFTON, 600 FEET SOUTHWEST OF MILEPOST NC 71, NORTHWEST OF THE
 KM0015'TRACK, AND IN THE TOP OF THE PARAPET WALL AROUND AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1772 ***********************************************************************
 KK1772  DESIGNATION -  47
 KK1772  PID         -  KK1772
 KK1772  STATE/COUNTY-  CO/JEFFERSON
 KK1772  USGS QUAD   -  GOLDEN (1994)
 KK1772
 KK1772                         *CURRENT SURVEY CONTROL
 KK1772  ___________________________________________________________________
 KK1772* NAD 83(1992)-  39 45 47.25845(N)    105 08 36.75996(W)     ADJUSTED  
 KK1772* NAVD 88     -      1687.3    (meters)    5536.     (feet)  VERTCON   
 KK1772  ___________________________________________________________________
 KK1772  LAPLACE CORR-         -15.25  (seconds)                    DEFLEC99
 KK1772  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 KK1772
 KK1772  HORZ ORDER  -  SECOND
 KK1772
 KK1772.The horizontal coordinates were established by classical geodetic methods
 KK1772.and adjusted by the National Geodetic Survey in January 1993..
 KK1772
 KK1772.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1772
 KK1772.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1772
 KK1772.The geoid height was determined by GEOID03.
 KK1772
 KK1772;                    North         East     Units Scale Factor Converg.
 KK1772;SPC CO C     -   519,089.451   944,945.862   MT  1.00000262   +0 13 29.3
 KK1772;SPC CO C     - 1,703,045.97  3,100,209.88   sFT  1.00000262   +0 13 29.3
 KK1772;UTM  13      - 4,401,477.061   487,704.855   MT  0.99960186   -0 05 30.5
 KK1772
 KK1772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1772!SPC CO C     -   0.99973790  x   1.00000262  =   0.99974052
 KK1772!UTM  13      -   0.99973790  x   0.99960186  =   0.99933986
 KK1772
 KK1772|---------------------------------------------------------------------|
 KK1772| PID    Reference Object                     Distance      Geod. Az  |
 KK1772|                                                           dddmmss.s |
 KK1772| CP7118 47 RM 1                              15.506 METERS 14500     |
 KK1772| CP7119 47 RM 2                              20.719 METERS 18550     |
 KK1772| CP7117 47 AZ MK                                           2353739.1 |
 KK1772|---------------------------------------------------------------------|
 KK1772
 KK1772                          SUPERSEDED SURVEY CONTROL
 KK1772
 KK1772  NAD 83(1986)-  39 45 47.25466(N)    105 08 36.75783(W) AD(       ) 2
 KK1772  NAD 27      -  39 45 47.30133(N)    105 08 34.80679(W) AD(       ) 2
 KK1772  NGVD 29 (07/19/86) 1686.4    (m)         5533.     (f) VERT ANG       
 KK1772
 KK1772.Superseded values are not recommended for survey control.
 KK1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1772.See file dsdata.txt to determine how the superseded data were derived.
 KK1772
 KK1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE8770501477(NAD 83)
 KK1772_MARKER: DD = SURVEY DISK
 KK1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1772_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1772
 KK1772  HISTORY     - Date     Condition        Report By
 KK1772  HISTORY     - 1977     MONUMENTED       CO-059
 KK1772
 KK1772                          STATION DESCRIPTION
 KK1772
 KK1772'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1772'THE STATION IS LOCATED ALONG THE WEST EDGE OF INTERSTATE
 KK1772'HIGHWAY 70 AT THE NORTH END OF THE 32ND AVENUE OFF-RAMP IN THE
 KK1772'NORTHWEST 1/4 OF SECTION 29, T 3 S, R 69 W.
 KK1772'
 KK1772'TO REACH THE STATION FROM THE WHEAT RIDGE CITY HALL, GO WEST
 KK1772'3.8 MILES ON WEST 44TH AVENUE TO YOUNGFIELD STREET.  TURN LEFT,
 KK1772'GO SOUTH 1.0 MILE TO WEST 32ND AVENUE.  TURN RIGHT, PASSING
 KK1772'UNDER I-70 OVERPASS TO ITS WEST FRONTAGE ROAD.  TURN RIGHT, GO
 KK1772'NORTH 0.1 MILE TO THE POINT WHERE AN OFF-RAMP SEPARATES FROM
 KK1772'THE SOUTHBOUND LANES OF THE INTERSTATE.  THE STATION IS A FOOT
 KK1772'WEST OF THE WEST GUARDRAIL OF THE OFF-RAMP.
 KK1772'
 KK1772'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF THE WEST
 KK1772'FRONTAGE ROAD AND WEST 32ND AVENUE, GO WEST ON 32ND AVENUE 0.1
 KK1772'MILE TO ZINNIA COURT AND THE AZIMUTH MARK IN THE SIDEWALK ON
 KK1772'THE NORTHWEST CORNER.
 KK1772'
 KK1772'THE STATION MARK, STAMPED---47 JCMD 1977---, IS A 3-INCH BRONZE
 KK1772'DISK SET IN CONCRETE 0.2 FOOT ABOVE SURFACE LEVEL, 1.0 FOOT
 KK1772'WEST OF THE GUARDRAIL, 92 FEET NORTH OF A (STOP AHEAD) SIGN AND
 KK1772'96 FEET SOUTHEAST OF A LIGHT POLE.
 KK1772'
 KK1772'REFERENCE MARK 1, STAMPED---47 JCMD RM 1 1977---, IS A 3-INCH
 KK1772'BRONZE DISK SET IN CONCRETE BETWEEN THE OFF-RAMP AND THE
 KK1772'FREEWAY, 19 FEET EAST OF THE CENTER OF THE OFF-RAMP, 22 FEET
 KK1772'SOUTH OF THE SIGN (OFF-RAMP 62) INCHES AND 108 FEET NORTHEAST OF
 KK1772'A LIGHT POLE.
 KK1772'
 KK1772'REFERENCE MARK 2, STAMPED---47 JCMD RM 2 1977---, IS A 3-INCH
 KK1772'BRONZE DISK SET IN CONCRETE 21 FEET WEST OF THE CENTER OF THE
 KK1772'OFF-RAMP, 74 FEET EAST OF THE CENTER OF THE FRONTAGE ROAD AND
 KK1772'71.5 FEET NORTH OF A LIGHT POLE.
 KK1772'
 KK1772'THE AZIMUTH MARK, STAMPED---47 JCMD AZM 1977---, IS A 3-INCH
 KK1772'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE SIDEWALK 7 FEET
 KK1772'NORTH OF A STOP SIGN, 13 FEET EAST OF A SOUTHEAST FENCE CORNER
 KK1772'AND 54.5 FEET EAST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0014 ***********************************************************************
 KM0014  DESIGNATION -  4709
 KM0014  PID         -  KM0014
 KM0014  STATE/COUNTY-  CO/MESA
 KM0014  USGS QUAD   -  CLIFTON (1973)
 KM0014
 KM0014                         *CURRENT SURVEY CONTROL
 KM0014  ___________________________________________________________________
 KM0014* NAD 83(1986)-  39 05 37.     (N)    108 25 32.     (W)     SCALED    
 KM0014* NAVD 88     -      1435.868  (meters)    4710.84   (feet)  ADJUSTED  
 KM0014  ___________________________________________________________________
 KM0014  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 KM0014  DYNAMIC HT  -        1434.472 (meters)    4706.26  (feet)  COMP
 KM0014  MODELED GRAV-     979,605.5   (mgal)                       NAVD 88
 KM0014
 KM0014  VERT ORDER  -  SECOND    CLASS 0
 KM0014
 KM0014.The horizontal coordinates were scaled from a topographic map and have
 KM0014.an estimated accuracy of +/- 6 seconds.
 KM0014
 KM0014.The orthometric height was determined by differential leveling
 KM0014.and adjusted by the National Geodetic Survey in June 1991..
 KM0014
 KM0014.The geoid height was determined by GEOID03.
 KM0014
 KM0014.The dynamic height is computed by dividing the NAVD 88
 KM0014.geopotential number by the normal gravity value computed on the
 KM0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0014.degrees latitude (g = 980.6199 gals.).
 KM0014
 KM0014.The modeled gravity was interpolated from observed gravity values.
 KM0014
 KM0014;                    North         East    Units  Estimated Accuracy
 KM0014;SPC CO C     -   448,780.      661,370.      MT  (+/- 180 meters Scaled)
 KM0014
 KM0014                          SUPERSEDED SURVEY CONTROL
 KM0014
 KM0014  NGVD 29 (??/??/92) 1434.865  (m)         4707.55   (f) ADJ UNCH    2 0
 KM0014
 KM0014.Superseded values are not recommended for survey control.
 KM0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0014.See file dsdata.txt to determine how the superseded data were derived.
 KM0014
 KM0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ226303(NAD 83)
 KM0014_MARKER: DD = SURVEY DISK
 KM0014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KM0014_SP_SET: CULVERT
 KM0014_STAMPING: 4709
 KM0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0014
 KM0014  HISTORY     - Date     Condition        Report By
 KM0014  HISTORY     - UNK      MONUMENTED       USGS
 KM0014  HISTORY     - 1908     GOOD             USGS
 KM0014
 KM0014                          STATION DESCRIPTION
 KM0014
 KM0014'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 KM0014'4.0 MI W FROM PALISADE.
 KM0014'4.0 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KM0014'PALISADE, 0.45 MILE WEST OF MILEPOST NC 68, 268 FEET EAST OF A ROAD
 KM0014'CROSSING, 13 FEET SOUTH OF THE TRACK, AND IN THE TOP OF A CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0208 ***********************************************************************
 JM0208  DESIGNATION -  4715.12
 JM0208  PID         -  JM0208
 JM0208  STATE/COUNTY-  CO/MESA
 JM0208  USGS QUAD   -  JUANITA ARCH (1973)
 JM0208
 JM0208                         *CURRENT SURVEY CONTROL
 JM0208  ___________________________________________________________________
 JM0208* NAD 83(1986)-  38 30 58.     (N)    108 53 44.     (W)     SCALED    
 JM0208* NAVD 88     -      1435.37   (+/-2cm)    4709.2    (feet)  VERTCON   
 JM0208  ___________________________________________________________________
 JM0208  GEOID HEIGHT-         -18.41  (meters)                     GEOID03
 JM0208
 JM0208  VERT ORDER  -  ? (See Below)
 JM0208
 JM0208.The horizontal coordinates were scaled from a topographic map and have
 JM0208.an estimated accuracy of +/- 6 seconds.
 JM0208
 JM0208.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0208.The vertical order pertains to the NGVD 29 superseded value.
 JM0208
 JM0208.The geoid height was determined by GEOID03.
 JM0208
 JM0208;                    North         East    Units  Estimated Accuracy
 JM0208;SPC CO C     -   386,130.      618,340.      MT  (+/- 180 meters Scaled)
 JM0208
 JM0208                          SUPERSEDED SURVEY CONTROL
 JM0208
 JM0208  NGVD 29 (??/??/92) 1434.206  (m)         4705.39   (f) ADJ UNCH    ?  
 JM0208
 JM0208.Superseded values are not recommended for survey control.
 JM0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0208.See file dsdata.txt to determine how the superseded data were derived.
 JM0208
 JM0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH834651(NAD 83)
 JM0208_MARKER: DD = SURVEY DISK
 JM0208_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JM0208_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JM0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0208
 JM0208  HISTORY     - Date     Condition        Report By
 JM0208  HISTORY     - UNK      MONUMENTED       CODH
 JM0208  HISTORY     - 1934     GOOD             NGS
 JM0208
 JM0208                          STATION DESCRIPTION
 JM0208
 JM0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JM0208'14.5 MI SE FROM GATEWAY.
 JM0208'ALONG STATE HWY 141 FROM PUBLIC SCHOOL.  TOP OF IRON POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0022 ***********************************************************************
 JM0022  DESIGNATION -  4721.442
 JM0022  PID         -  JM0022
 JM0022  STATE/COUNTY-  CO/MESA
 JM0022  USGS QUAD   -  DOMINGUEZ (1969)
 JM0022
 JM0022                         *CURRENT SURVEY CONTROL
 JM0022  ___________________________________________________________________
 JM0022* NAD 83(1986)-  38 51 08.     (N)    108 22 30.     (W)     SCALED    
 JM0022* NAVD 88     -      1439.916  (meters)    4724.12   (feet)  POSTED    
 JM0022  ___________________________________________________________________
 JM0022  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 JM0022  DYNAMIC HT  -        1438.490 (meters)    4719.45  (feet)  COMP
 JM0022  MODELED GRAV-     979,585.9   (mgal)                       NAVD 88
 JM0022
 JM0022  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JM0022
 JM0022.The horizontal coordinates were scaled from a topographic map and have
 JM0022.an estimated accuracy of +/- 6 seconds.
 JM0022
 JM0022.The orthometric height was determined by differential leveling
 JM0022.and adjusted by the National Geodetic Survey in 1992..
 JM0022.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JM0022.rate of 0.0 thru 1.0 mm/km.
 JM0022
 JM0022.The geoid height was determined by GEOID03.
 JM0022
 JM0022.The dynamic height is computed by dividing the NAVD 88
 JM0022.geopotential number by the normal gravity value computed on the
 JM0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0022.degrees latitude (g = 980.6199 gals.).
 JM0022
 JM0022.The modeled gravity was interpolated from observed gravity values.
 JM0022
 JM0022;                    North         East    Units  Estimated Accuracy
 JM0022;SPC CO C     -   421,850.      664,890.      MT  (+/- 180 meters Scaled)
 JM0022
 JM0022                          SUPERSEDED SURVEY CONTROL
 JM0022
 JM0022  NGVD 29 (??/??/92) 1438.858  (m)         4720.65   (f) ADJ UNCH    1 2
 JM0022
 JM0022.Superseded values are not recommended for survey control.
 JM0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0022.See file dsdata.txt to determine how the superseded data were derived.
 JM0022
 JM0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ277036(NAD 83)
 JM0022_MARKER: DD = SURVEY DISK
 JM0022_SETTING: 66 = SET IN ROCK OUTCROP
 JM0022_SP_SET: SANDSTONE ROCK
 JM0022_STAMPING: 4720.653
 JM0022_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0022+STABILITY: POSITION/ELEVATION WELL
 JM0022
 JM0022  HISTORY     - Date     Condition        Report By
 JM0022  HISTORY     - UNK      MONUMENTED       USGS
 JM0022  HISTORY     - 1950     GOOD             NGS
 JM0022
 JM0022                          STATION DESCRIPTION
 JM0022
 JM0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JM0022'12.8 MI SE FROM WHITEWATER.
 JM0022'12.8 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JM0022'FROM THE STATION AT WHITEWATER, MESA COUNTY, 60 FEET EAST OF MILEPOST
 JM0022'D-399, 15 FEET NORTH OF THE TRACK, 1 FOOT HIGHER THAN THE TRACK, AND
 JM0022'IN SANDSTONE ROCK PROJECTING ABOUT 3 FEET ABOVE GROUND.  A UNITED
 JM0022'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4720.653.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0013 ***********************************************************************
 KM0013  DESIGNATION -  4729
 KM0013  PID         -  KM0013
 KM0013  STATE/COUNTY-  CO/MESA
 KM0013  USGS QUAD   -  PALISADE (1962)
 KM0013
 KM0013                         *CURRENT SURVEY CONTROL
 KM0013  ___________________________________________________________________
 KM0013* NAD 83(1986)-  39 06 41.     (N)    108 21 09.     (W)     SCALED    
 KM0013* NAVD 88     -      1441.865  (meters)    4730.52   (feet)  ADJUSTED  
 KM0013  ___________________________________________________________________
 KM0013  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 KM0013  DYNAMIC HT  -        1440.459 (meters)    4725.91  (feet)  COMP
 KM0013  MODELED GRAV-     979,602.9   (mgal)                       NAVD 88
 KM0013
 KM0013  VERT ORDER  -  SECOND    CLASS 0
 KM0013
 KM0013.The horizontal coordinates were scaled from a topographic map and have
 KM0013.an estimated accuracy of +/- 6 seconds.
 KM0013
 KM0013.The orthometric height was determined by differential leveling
 KM0013.and adjusted by the National Geodetic Survey in June 1991..
 KM0013
 KM0013.The geoid height was determined by GEOID03.
 KM0013
 KM0013.The dynamic height is computed by dividing the NAVD 88
 KM0013.geopotential number by the normal gravity value computed on the
 KM0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0013.degrees latitude (g = 980.6199 gals.).
 KM0013
 KM0013.The modeled gravity was interpolated from observed gravity values.
 KM0013
 KM0013;                    North         East    Units  Estimated Accuracy
 KM0013;SPC CO C     -   450,550.      667,740.      MT  (+/- 180 meters Scaled)
 KM0013
 KM0013                          SUPERSEDED SURVEY CONTROL
 KM0013
 KM0013  NGVD 29 (??/??/92) 1440.853  (m)         4727.20   (f) ADJ UNCH    2 0
 KM0013
 KM0013.Superseded values are not recommended for survey control.
 KM0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0013.See file dsdata.txt to determine how the superseded data were derived.
 KM0013
 KM0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ289324(NAD 83)
 KM0013_MARKER: DD = SURVEY DISK
 KM0013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KM0013_SP_SET: BUILDING
 KM0013_STAMPING: 4729
 KM0013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0013
 KM0013  HISTORY     - Date     Condition        Report By
 KM0013  HISTORY     - UNK      MONUMENTED       USGS
 KM0013  HISTORY     - 1908     GOOD             USGS
 KM0013
 KM0013                          STATION DESCRIPTION
 KM0013
 KM0013'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 KM0013'IN PALISADE.
 KM0013'AT THE MAIN ENTRANCE TO THE JORDAN INN, AND IN THE FRONT FACE OF THE
 KM0013'SOUTHWEST CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0012 ***********************************************************************
 KM0012  DESIGNATION -  4742
 KM0012  PID         -  KM0012
 KM0012  STATE/COUNTY-  CO/MESA
 KM0012  USGS QUAD   -  CAMEO (1955)
 KM0012
 KM0012                         *CURRENT SURVEY CONTROL
 KM0012  ___________________________________________________________________
 KM0012* NAD 83(1986)-  39 07 35.     (N)    108 19 33.     (W)     SCALED    
 KM0012* NAVD 88     -      1446.064  (meters)    4744.30   (feet)  ADJUSTED  
 KM0012  ___________________________________________________________________
 KM0012  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 KM0012  DYNAMIC HT  -        1444.646 (meters)    4739.64  (feet)  COMP
 KM0012  MODELED GRAV-     979,597.3   (mgal)                       NAVD 88
 KM0012
 KM0012  VERT ORDER  -  SECOND    CLASS 0
 KM0012
 KM0012.The horizontal coordinates were scaled from a topographic map and have
 KM0012.an estimated accuracy of +/- 6 seconds.
 KM0012
 KM0012.The orthometric height was determined by differential leveling
 KM0012.and adjusted by the National Geodetic Survey in June 1991..
 KM0012
 KM0012.The geoid height was determined by GEOID03.
 KM0012
 KM0012.The dynamic height is computed by dividing the NAVD 88
 KM0012.geopotential number by the normal gravity value computed on the
 KM0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0012.degrees latitude (g = 980.6199 gals.).
 KM0012
 KM0012.The modeled gravity was interpolated from observed gravity values.
 KM0012
 KM0012;                    North         East    Units  Estimated Accuracy
 KM0012;SPC CO C     -   452,140.      670,100.      MT  (+/- 180 meters Scaled)
 KM0012
 KM0012                          SUPERSEDED SURVEY CONTROL
 KM0012
 KM0012  NGVD 29 (??/??/92) 1445.040  (m)         4740.94   (f) ADJ UNCH    2 0
 KM0012
 KM0012.Superseded values are not recommended for survey control.
 KM0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0012.See file dsdata.txt to determine how the superseded data were derived.
 KM0012
 KM0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ311342(NAD 83)
 KM0012_MARKER: DD = SURVEY DISK
 KM0012_SETTING: 80 = SET IN A BOULDER
 KM0012_SP_SET: BOULDER
 KM0012_STAMPING: 4742
 KM0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0012+STABILITY: SURFACE MOTION
 KM0012
 KM0012  HISTORY     - Date     Condition        Report By
 KM0012  HISTORY     - UNK      MONUMENTED       USGS
 KM0012  HISTORY     - 1908     GOOD             USGS
 KM0012
 KM0012                          STATION DESCRIPTION
 KM0012
 KM0012'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 KM0012'2.4 MI NE FROM PALISADE.
 KM0012'2.4 MILES NORTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KM0012'FROM PALISADE, 138 FEET SOUTHWEST OF MILEPOST NC 62, 20 FEET NORTHWEST
 KM0012'OF THE TRACK, AND IN THE TOP OF A LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0264 ***********************************************************************
 LL0264  DESIGNATION -  4748
 LL0264  PID         -  LL0264
 LL0264  STATE/COUNTY-  CO/WELD
 LL0264  USGS QUAD   -  BRACEWELL (1980)
 LL0264
 LL0264                         *CURRENT SURVEY CONTROL
 LL0264  ___________________________________________________________________
 LL0264* NAD 83(1986)-  40 27 48.     (N)    104 50 13.     (W)     SCALED    
 LL0264* NAVD 88     -      1447.636  (meters)    4749.45   (feet)  ADJUSTED  
 LL0264  ___________________________________________________________________
 LL0264  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 LL0264  DYNAMIC HT  -        1446.408 (meters)    4745.42  (feet)  COMP
 LL0264  MODELED GRAV-     979,726.2   (mgal)                       NAVD 88
 LL0264
 LL0264  VERT ORDER  -  SECOND    CLASS 0
 LL0264
 LL0264.The horizontal coordinates were scaled from a topographic map and have
 LL0264.an estimated accuracy of +/- 6 seconds.
 LL0264
 LL0264.The orthometric height was determined by differential leveling
 LL0264.and adjusted by the National Geodetic Survey in June 1991..
 LL0264
 LL0264.The geoid height was determined by GEOID03.
 LL0264
 LL0264.The dynamic height is computed by dividing the NAVD 88
 LL0264.geopotential number by the normal gravity value computed on the
 LL0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0264.degrees latitude (g = 980.6199 gals.).
 LL0264
 LL0264.The modeled gravity was interpolated from observed gravity values.
 LL0264
 LL0264;                    North         East    Units  Estimated Accuracy
 LL0264;SPC CO N     -   430,480.      970,640.      MT  (+/- 180 meters Scaled)
 LL0264
 LL0264                          SUPERSEDED SURVEY CONTROL
 LL0264
 LL0264  NGVD 29 (??/??/92) 1446.725  (m)         4746.46   (f) ADJ UNCH    2 0
 LL0264
 LL0264.Superseded values are not recommended for survey control.
 LL0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0264.See file dsdata.txt to determine how the superseded data were derived.
 LL0264
 LL0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE138791(NAD 83)
 LL0264_MARKER: P = PIPE CAP
 LL0264_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LL0264_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LL0264_STAMPING: 4748
 LL0264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0264
 LL0264  HISTORY     - Date     Condition        Report By
 LL0264  HISTORY     - UNK      MONUMENTED       USGS
 LL0264  HISTORY     - 1934     GOOD             NGS
 LL0264
 LL0264                          STATION DESCRIPTION
 LL0264
 LL0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LL0264'3.2 MI W FROM FARMERS.
 LL0264'IN WELD COUNTY, COLORADO, ON RIGHT OF WAY OF COLORADO AND SOUTHERN
 LL0264'RAILROAD, 3.2 MILES WEST OF FARMERS, 27 FEET SOUTHWEST OF CENTERLINE
 LL0264'OF TRACK, 12 FEET EAST OF CENTERLINE OF PUBLIC ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0020 ***********************************************************************
 JM0020  DESIGNATION -  4749.404
 JM0020  PID         -  JM0020
 JM0020  STATE/COUNTY-  CO/MESA
 JM0020  USGS QUAD   -  DOMINGUEZ (1969)
 JM0020
 JM0020                         *CURRENT SURVEY CONTROL
 JM0020  ___________________________________________________________________
 JM0020* NAD 83(1986)-  38 50 25.     (N)    108 22 08.     (W)     SCALED    
 JM0020* NAVD 88     -      1448.440  (meters)    4752.09   (feet)  POSTED    
 JM0020  ___________________________________________________________________
 JM0020  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 JM0020  DYNAMIC HT  -        1447.000 (meters)    4747.37  (feet)  COMP
 JM0020  MODELED GRAV-     979,583.8   (mgal)                       NAVD 88
 JM0020
 JM0020  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JM0020
 JM0020.The horizontal coordinates were scaled from a topographic map and have
 JM0020.an estimated accuracy of +/- 6 seconds.
 JM0020
 JM0020.The orthometric height was determined by differential leveling
 JM0020.and adjusted by the National Geodetic Survey in 1992..
 JM0020.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JM0020.rate of 0.0 thru 1.0 mm/km.
 JM0020
 JM0020.The geoid height was determined by GEOID03.
 JM0020
 JM0020.The dynamic height is computed by dividing the NAVD 88
 JM0020.geopotential number by the normal gravity value computed on the
 JM0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0020.degrees latitude (g = 980.6199 gals.).
 JM0020
 JM0020.The modeled gravity was interpolated from observed gravity values.
 JM0020
 JM0020;                    North         East    Units  Estimated Accuracy
 JM0020;SPC CO C     -   420,510.      665,380.      MT  (+/- 180 meters Scaled)
 JM0020
 JM0020                          SUPERSEDED SURVEY CONTROL
 JM0020
 JM0020  NGVD 29 (??/??/92) 1447.384  (m)         4748.63   (f) ADJ UNCH    1 2
 JM0020
 JM0020.Superseded values are not recommended for survey control.
 JM0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0020.See file dsdata.txt to determine how the superseded data were derived.
 JM0020
 JM0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ283023(NAD 83)
 JM0020_MARKER: DD = SURVEY DISK
 JM0020_SETTING: 66 = SET IN ROCK OUTCROP
 JM0020_SP_SET: SANDSTONE ROCK
 JM0020_STAMPING: 4748.626
 JM0020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0020+STABILITY: POSITION/ELEVATION WELL
 JM0020
 JM0020  HISTORY     - Date     Condition        Report By
 JM0020  HISTORY     - UNK      MONUMENTED       USGS
 JM0020  HISTORY     - 1947     GOOD             NGS
 JM0020
 JM0020                          STATION DESCRIPTION
 JM0020
 JM0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 JM0020'15.8 MI SE FROM WHITEWATER.
 JM0020'15.8 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JM0020'FROM THE STATION AT WHITEWATER, MESA COUNTY, 10 FEET EAST OF MILEPOST
 JM0020'D-396, 10 FEET NORTH OF THE TRACK, AND 1-1/2 FEET HIGHER THAN THE
 JM0020'TRACK, AND IN SANDSTONE ROCK PROJECTING ABOUT 3 FEET ABOVE GROUND.  A
 JM0020'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4748.626.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0011 ***********************************************************************
 KM0011  DESIGNATION -  4773
 KM0011  PID         -  KM0011
 KM0011  STATE/COUNTY-  CO/MESA
 KM0011  USGS QUAD   -  CAMEO (1955)
 KM0011
 KM0011                         *CURRENT SURVEY CONTROL
 KM0011  ___________________________________________________________________
 KM0011* NAD 83(1986)-  39 10 01.     (N)    108 18 19.     (W)     SCALED    
 KM0011* NAVD 88     -      1455.380  (meters)    4774.86   (feet)  ADJUSTED  
 KM0011  ___________________________________________________________________
 KM0011  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 KM0011  DYNAMIC HT  -        1453.955 (meters)    4770.18  (feet)  COMP
 KM0011  MODELED GRAV-     979,598.0   (mgal)                       NAVD 88
 KM0011
 KM0011  VERT ORDER  -  SECOND    CLASS 0
 KM0011
 KM0011.The horizontal coordinates were scaled from a topographic map and have
 KM0011.an estimated accuracy of +/- 6 seconds.
 KM0011
 KM0011.The orthometric height was determined by differential leveling
 KM0011.and adjusted by the National Geodetic Survey in June 1991..
 KM0011
 KM0011.The geoid height was determined by GEOID03.
 KM0011
 KM0011.The dynamic height is computed by dividing the NAVD 88
 KM0011.geopotential number by the normal gravity value computed on the
 KM0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0011.degrees latitude (g = 980.6199 gals.).
 KM0011
 KM0011.The modeled gravity was interpolated from observed gravity values.
 KM0011
 KM0011;                    North         East    Units  Estimated Accuracy
 KM0011;SPC CO C     -   456,580.      672,020.      MT  (+/- 180 meters Scaled)
 KM0011
 KM0011                          SUPERSEDED SURVEY CONTROL
 KM0011
 KM0011  NGVD 29 (??/??/92) 1454.350  (m)         4771.48   (f) ADJ UNCH    2 0
 KM0011
 KM0011.Superseded values are not recommended for survey control.
 KM0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0011.See file dsdata.txt to determine how the superseded data were derived.
 KM0011
 KM0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ328387(NAD 83)
 KM0011_MARKER: DD = SURVEY DISK
 KM0011_SETTING: 80 = SET IN A BOULDER
 KM0011_SP_SET: BOULDER
 KM0011_STAMPING: 4773
 KM0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0011+STABILITY: SURFACE MOTION
 KM0011
 KM0011  HISTORY     - Date     Condition        Report By
 KM0011  HISTORY     - UNK      MONUMENTED       USGS
 KM0011  HISTORY     - 1908     GOOD             USGS
 KM0011
 KM0011                          STATION DESCRIPTION
 KM0011
 KM0011'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 KM0011'4.0 MI SW FROM TUNNEL.
 KM0011'4 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KM0011'FROM TUNNEL, 20 FEET NORTHEAST OF MILEPOST NC 59, 12 FEET NORTHWEST OF
 KM0011'THE TRACK, AND IN THE FACE OF A GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0067 ***********************************************************************
 JK0067  DESIGNATION -  4782
 JK0067  PID         -  JK0067
 JK0067  STATE/COUNTY-  CO/PUEBLO
 JK0067  USGS QUAD   -  NORTHEAST PUEBLO (1974)
 JK0067
 JK0067                         *CURRENT SURVEY CONTROL
 JK0067  ___________________________________________________________________
 JK0067* NAD 83(1986)-  38 19 23.     (N)    104 36 36.     (W)     SCALED    
 JK0067* NAVD 88     -      1458.014  (meters)    4783.50   (feet)  ADJUSTED  
 JK0067  ___________________________________________________________________
 JK0067  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 JK0067  DYNAMIC HT  -        1456.493 (meters)    4778.51  (feet)  COMP
 JK0067  MODELED GRAV-     979,535.1   (mgal)                       NAVD 88
 JK0067
 JK0067  VERT ORDER  -  FIRST     CLASS II
 JK0067
 JK0067.The horizontal coordinates were scaled from a topographic map and have
 JK0067.an estimated accuracy of +/- 6 seconds.
 JK0067
 JK0067.The orthometric height was determined by differential leveling
 JK0067.and adjusted by the National Geodetic Survey in June 1991..
 JK0067
 JK0067.The geoid height was determined by GEOID03.
 JK0067
 JK0067.The dynamic height is computed by dividing the NAVD 88
 JK0067.geopotential number by the normal gravity value computed on the
 JK0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0067.degrees latitude (g = 980.6199 gals.).
 JK0067
 JK0067.The modeled gravity was interpolated from observed gravity values.
 JK0067
 JK0067;                    North         East    Units  Estimated Accuracy
 JK0067;SPC CO S     -   489,010.      992,230.      MT  (+/- 180 meters Scaled)
 JK0067
 JK0067                          SUPERSEDED SURVEY CONTROL
 JK0067
 JK0067  NGVD 29 (??/??/92) 1457.145  (m)         4780.65   (f) ADJ UNCH    1 2
 JK0067
 JK0067.Superseded values are not recommended for survey control.
 JK0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0067.See file dsdata.txt to determine how the superseded data were derived.
 JK0067
 JK0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC340417(NAD 83)
 JK0067_MARKER: P = PIPE CAP
 JK0067_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JK0067_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JK0067_STAMPING: 4780.765
 JK0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK0067
 JK0067  HISTORY     - Date     Condition        Report By
 JK0067  HISTORY     - UNK      MONUMENTED       USGS
 JK0067  HISTORY     - 1954     GOOD             NGS
 JK0067  HISTORY     - 1983     MARK NOT FOUND   NGS
 JK0067
 JK0067                          STATION DESCRIPTION
 JK0067
 JK0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JK0067'5.2 MI N FROM PUEBLO.
 JK0067'5.2 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JK0067'THE UNION STATION AT PUEBLO, 0.2 MILE SOUTHEAST OF MILEPOST 114,
 JK0067'55 FEET NORTHEAST OF THE CENTER OF A PRIVATE ROAD CROSSING, 50,7
 JK0067'FEET NORTHEAST OF THE NORTHEAST RAIL, 19 FEET NORTHWEST OF THE CENTER
 JK0067'OF A WIRE GATE, 2.2 FEET NORTHEAST OF A WITNESS POST, 1.2 FEET
 JK0067'NORTHEAST OF A FENCE, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE
 JK0067'WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 JK0067
 JK0067                          STATION RECOVERY (1983)
 JK0067
 JK0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JK0067'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0010 ***********************************************************************
 KM0010  DESIGNATION -  4794
 KM0010  PID         -  KM0010
 KM0010  STATE/COUNTY-  CO/MESA
 KM0010  USGS QUAD   -  CAMEO (1955)
 KM0010
 KM0010                         *CURRENT SURVEY CONTROL
 KM0010  ___________________________________________________________________
 KM0010* NAD 83(1986)-  39 11 48.     (N)    108 16 21.     (W)     SCALED    
 KM0010* NAVD 88     -      1461.877  (meters)    4796.17   (feet)  ADJUSTED  
 KM0010  ___________________________________________________________________
 KM0010  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 KM0010  DYNAMIC HT  -        1460.441 (meters)    4791.46  (feet)  COMP
 KM0010  MODELED GRAV-     979,594.8   (mgal)                       NAVD 88
 KM0010
 KM0010  VERT ORDER  -  SECOND    CLASS 0
 KM0010
 KM0010.The horizontal coordinates were scaled from a topographic map and have
 KM0010.an estimated accuracy of +/- 6 seconds.
 KM0010
 KM0010.The orthometric height was determined by differential leveling
 KM0010.and adjusted by the National Geodetic Survey in June 1991..
 KM0010
 KM0010.The geoid height was determined by GEOID03.
 KM0010
 KM0010.The dynamic height is computed by dividing the NAVD 88
 KM0010.geopotential number by the normal gravity value computed on the
 KM0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0010.degrees latitude (g = 980.6199 gals.).
 KM0010
 KM0010.The modeled gravity was interpolated from observed gravity values.
 KM0010
 KM0010;                    North         East    Units  Estimated Accuracy
 KM0010;SPC CO C     -   459,800.      674,950.      MT  (+/- 180 meters Scaled)
 KM0010
 KM0010                          SUPERSEDED SURVEY CONTROL
 KM0010
 KM0010  NGVD 29 (??/??/92) 1460.836  (m)         4792.76   (f) ADJ UNCH    2 0
 KM0010
 KM0010.Superseded values are not recommended for survey control.
 KM0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0010.See file dsdata.txt to determine how the superseded data were derived.
 KM0010
 KM0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ355421(NAD 83)
 KM0010_MARKER: DD = SURVEY DISK
 KM0010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KM0010_SP_SET: FOUNDATION
 KM0010_STAMPING: 4794
 KM0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0010
 KM0010  HISTORY     - Date     Condition        Report By
 KM0010  HISTORY     - UNK      MONUMENTED       USGS
 KM0010  HISTORY     - 1908     GOOD             USGS
 KM0010
 KM0010                          STATION DESCRIPTION
 KM0010
 KM0010'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 KM0010'1.0 MI SW FROM TUNNEL.
 KM0010'1 MILE SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KM0010'TUNNEL, 80 FEET SOUTHWEST OF THE SOUTHWEST END OF A TUNNEL, 30 FEET
 KM0010'SOUTHWEST OF MILEPOST NC 56, 6 FEET NORTHWEST OF THE TRACK, AT AN OLD
 KM0010'WATER TANK, AND IN THE TOP OF THE BOTTOM FOUNDATION STORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0167 ***********************************************************************
 LL0167  DESIGNATION -  48
 LL0167  PID         -  LL0167
 LL0167  STATE/COUNTY-  CO/WELD
 LL0167  USGS QUAD   -  FORT LUPTON (1994)
 LL0167
 LL0167                         *CURRENT SURVEY CONTROL
 LL0167  ___________________________________________________________________
 LL0167* NAD 83(1986)-  40 01 22.     (N)    104 48 32.     (W)     SCALED    
 LL0167* NAVD 88     -      1510.982  (meters)    4957.28   (feet)  POSTED    
 LL0167  ___________________________________________________________________
 LL0167  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 LL0167  DYNAMIC HT  -        1509.610 (meters)    4952.78  (feet)  COMP
 LL0167  MODELED GRAV-     979,667.4   (mgal)                       NAVD 88
 LL0167
 LL0167  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LL0167
 LL0167.The horizontal coordinates were scaled from a topographic map and have
 LL0167.an estimated accuracy of +/- 6 seconds.
 LL0167
 LL0167.The orthometric height was determined by differential leveling
 LL0167.and adjusted by the National Geodetic Survey in 1992..
 LL0167.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LL0167.rate of 2.1 thru 3.0 mm/km.
 LL0167
 LL0167.The geoid height was determined by GEOID03.
 LL0167
 LL0167.The dynamic height is computed by dividing the NAVD 88
 LL0167.geopotential number by the normal gravity value computed on the
 LL0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0167.degrees latitude (g = 980.6199 gals.).
 LL0167
 LL0167.The modeled gravity was interpolated from observed gravity values.
 LL0167
 LL0167;                    North         East    Units  Estimated Accuracy
 LL0167;SPC CO N     -   381,580.      973,400.      MT  (+/- 180 meters Scaled)
 LL0167
 LL0167                          SUPERSEDED SURVEY CONTROL
 LL0167
 LL0167  NGVD 29 (??/??/92) 1510.115  (m)         4954.44   (f) ADJ UNCH    1 2
 LL0167
 LL0167.Superseded values are not recommended for survey control.
 LL0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0167.See file dsdata.txt to determine how the superseded data were derived.
 LL0167
 LL0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE163303(NAD 83)
 LL0167_MARKER: B = BOLT
 LL0167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0167_SP_SET: SEMAPHORE
 LL0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0167
 LL0167  HISTORY     - Date     Condition        Report By
 LL0167  HISTORY     - UNK      MONUMENTED       COGS
 LL0167  HISTORY     - 1956     GOOD             NGS
 LL0167  HISTORY     - 1983     MARK NOT FOUND   NGS
 LL0167  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 LL0167
 LL0167                          STATION DESCRIPTION
 LL0167
 LL0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0167'2.4 MI N FROM BRIGHTON.
 LL0167'2.35 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LL0167'AT BRIGHTON, 4 RAILS NORTH OF A ROAD CROSSING, 9.2 FEET WEST OF THE
 LL0167'WEST RAIL, AT THE SOUTHWEST CORNER OF THE BASE OF SEMAPHORE 21.6,
 LL0167'ON THE TOP OF A 1 INCH BOLT, IN SECTION 28, TOWNSHIP 1 NORTH, RANGE
 LL0167'66 WEST.
 LL0167
 LL0167                          STATION RECOVERY (1983)
 LL0167
 LL0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0167'THERE IS NO LONGER A RAILROAD SIGNAL AT THIS LOCATION.
 LL0167
 LL0167                          STATION RECOVERY (2004)
 LL0167
 LL0167'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL0167'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1452 ***********************************************************************
 KK1452  DESIGNATION -  48
 KK1452  PID         -  KK1452
 KK1452  STATE/COUNTY-  CO/JEFFERSON
 KK1452  USGS QUAD   -  ARVADA (1994)
 KK1452
 KK1452                         *CURRENT SURVEY CONTROL
 KK1452  ___________________________________________________________________
 KK1452* NAD 83(1992)-  39 47 10.86770(N)    105 04 51.23239(W)     ADJUSTED  
 KK1452* NAVD 88     -      1625.063  (meters)    5331.56   (feet)  ADJUSTED  
 KK1452  ___________________________________________________________________
 KK1452  LAPLACE CORR-         -11.82  (seconds)                    DEFLEC99
 KK1452  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 KK1452  DYNAMIC HT  -        1623.500 (meters)    5326.43  (feet)  COMP
 KK1452  MODELED GRAV-     979,608.0   (mgal)                       NAVD 88
 KK1452
 KK1452  HORZ ORDER  -  SECOND
 KK1452  VERT ORDER  -  FIRST     CLASS II
 KK1452
 KK1452.The horizontal coordinates were established by classical geodetic methods
 KK1452.and adjusted by the National Geodetic Survey in January 1993..
 KK1452
 KK1452.The orthometric height was determined by differential leveling
 KK1452.and adjusted by the National Geodetic Survey in June 1991..
 KK1452
 KK1452.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1452
 KK1452.The geoid height was determined by GEOID03.
 KK1452
 KK1452.The dynamic height is computed by dividing the NAVD 88
 KK1452.geopotential number by the normal gravity value computed on the
 KK1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1452.degrees latitude (g = 980.6199 gals.).
 KK1452
 KK1452.The modeled gravity was interpolated from observed gravity values.
 KK1452
 KK1452;                    North         East     Units Scale Factor Converg.
 KK1452;SPC CO C     -   521,691.006   950,302.001   MT  1.00000739   +0 15 51.6
 KK1452;SPC CO C     - 1,711,581.24  3,117,782.48   sFT  1.00000739   +0 15 51.6
 KK1452;UTM  13      - 4,404,047.963   493,073.107   MT  0.99960059   -0 03 06.4
 KK1452
 KK1452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1452!SPC CO C     -   0.99974774  x   1.00000739  =   0.99975512
 KK1452!UTM  13      -   0.99974774  x   0.99960059  =   0.99934843
 KK1452
 KK1452|---------------------------------------------------------------------|
 KK1452| PID    Reference Object                     Distance      Geod. Az  |
 KK1452|                                                           dddmmss.s |
 KK1452| CP7121 48 RM 1                              21.016 METERS 07246     |
 KK1452| CP7122 48 RM 2                              20.118 METERS 23749     |
 KK1452| CP7120 48 AZ MK                                           3544723.5 |
 KK1452|---------------------------------------------------------------------|
 KK1452
 KK1452                          SUPERSEDED SURVEY CONTROL
 KK1452
 KK1452  NAD 83(1986)-  39 47 10.86392(N)    105 04 51.23038(W) AD(       ) 2
 KK1452  NAD 27      -  39 47 10.91281(N)    105 04 49.28643(W) AD(       ) 2
 KK1452  NGVD 29 (??/??/??) 1624.143  (m)         5328.54   (f) ADJUSTED    1 2
 KK1452
 KK1452.Superseded values are not recommended for survey control.
 KK1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1452.See file dsdata.txt to determine how the superseded data were derived.
 KK1452
 KK1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE9307304048(NAD 83)
 KK1452_MARKER: DS = TRIANGULATION STATION DISK
 KK1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1452_SP_SET: CONCRETE POST
 KK1452_STAMPING: 48 JCMD 1977
 KK1452_MARK LOGO: CO-059
 KK1452_PROJECTION: FLUSH
 KK1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1452+STABILITY: SURFACE MOTION
 KK1452
 KK1452  HISTORY     - Date     Condition        Report By
 KK1452  HISTORY     - 1977     MONUMENTED       CO-059
 KK1452  HISTORY     - 1984     GOOD             NGS
 KK1452
 KK1452                          STATION DESCRIPTION
 KK1452
 KK1452'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1452'THE STATION IS 1.0 MILE SOUTHEAST OF THE ARVADA CITY HALL IN
 KK1452'THE SUTHEAST 1/4 OF SECTION 14, T 3 S, R 69 W.
 KK1452'
 KK1452'TO REACH THE STATION FROM THE ARVADA CITY HALL, GO EAST 0.2
 KK1452'MILE TO WADSWORTH BOULEVARD.  TURN RIGHT, AND GO SOUTH 1.2 MILES
 KK1452'TO THE I-70 OVERPASS.  THE STATION IS AT THE NORTHEAST CORNER
 KK1452'OF THE BRIDGE AT THE UPPER LEVEL, NORTH OF THE WESTBOUND LANES.
 KK1452'
 KK1452'TO REACH THE AZIMUTH MARK FROM THE ARVADA CITY HALL, GO EAST
 KK1452'0.2 MILE TO WADSWORTH BOULEVARD.  GO SOUTH 0.8 MILE TO THE
 KK1452'NORTHEAST CORNER OF THE PARKING LOT OF TEDS BIG BUN.
 KK1452'
 KK1452'THE STATION MARK, STAMPED---48 JCMD 1977---, IS A 3-INCH BRONZE
 KK1452'DISK SET IN CONCRETE FLUSH WITH THE GROUND 17 FEET NORTH OF THE
 KK1452'GUARDRAIL, 26 FEET NORTHWEST OF A DELINEATOR POST AND 27 FEET
 KK1452'NORTHEAST OF A LIGHT STANDARD.
 KK1452'
 KK1452'REFERENCE MARK 1, STAMPED---48 JCMD RM 1 1977---, IS A 3-INCH
 KK1452'BRONZE DISK SET IN CONCRETE FLUSH WITH THE GROUND, 12.5 FEET
 KK1452'NORTH OF THE GUARDRAIL, 50 FEET NORTHEAST OF A DELINEATOR POST
 KK1452'AND 57 FEET NORTHWEST OF A LIGHT STANDARD.
 KK1452'
 KK1452'REFERENCE MARK 2, STAMPED---48 JCMD RM 2 1977---, IS A 3-INCH
 KK1452'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF
 KK1452'THE BRIDGE HEADWALL.
 KK1452'
 KK1452'THE AZIMUTH MARK, STAMPED---48 JCMD AZM 1977---, IS A 3-INCH
 KK1452'BRONZE DISK SET IN CONCRETE FLUSH WITH GRADE, 7.5 FEET EAST OF
 KK1452'A POWER POLE, 65.5 FEET NORTH-NORTHEAST OF A LIGHT STANDARD
 KK1452'AND 69 FEET SOUTHWEST OF ANOTHER LIGHT STANDARD.
 KK1452
 KK1452                          STATION RECOVERY (1984)
 KK1452
 KK1452'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK1452'IN ARVADA.
 KK1452'IN ARVADA, AT THE INTERSECTION OF INTERSTATE HIGHWAY 70 AND WADSWORTH
 KK1452'BOULEVARD, 60.5 METERS (198.5 FT) EAST OF THE CENTERLINE OF THE NORTH
 KK1452'BOUND LANES OF THE BOULEVARD, 20.1 METERS (65.9 FT) EAST-NORTHEAST OF
 KK1452'THE NORTHEAST CORNER OF THE HIGHWAY OVERPASS, 15.2 METERS (49.9 FT)
 KK1452'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY,
 KK1452'8.2 METERS (26.9 FT) NORTHEAST OF A UTILITY POLE WITH A LIGHT
 KK1452'ATTACHED, AND 3.8 METERS (12.5 FT) NORTH OF A GUARDRAIL.
 KK1452'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0204 ***********************************************************************
 LL0204  DESIGNATION -  48+00
 LL0204  PID         -  LL0204
 LL0204  STATE/COUNTY-  CO/WELD
 LL0204  USGS QUAD   -  LA SALLE (1975)
 LL0204
 LL0204                         *CURRENT SURVEY CONTROL
 LL0204  ___________________________________________________________________
 LL0204* NAD 83(1986)-  40 20 36.     (N)    104 42 27.     (W)     SCALED    
 LL0204* NAVD 88     -      1429.462  (meters)    4689.83   (feet)  POSTED    
 LL0204  ___________________________________________________________________
 LL0204  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 LL0204  DYNAMIC HT  -        1428.230 (meters)    4685.78  (feet)  COMP
 LL0204  MODELED GRAV-     979,711.4   (mgal)                       NAVD 88
 LL0204
 LL0204  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LL0204
 LL0204.The horizontal coordinates were scaled from a topographic map and have
 LL0204.an estimated accuracy of +/- 6 seconds.
 LL0204
 LL0204.The orthometric height was determined by differential leveling
 LL0204.and adjusted by the National Geodetic Survey in 1992..
 LL0204.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LL0204.rate of 1.1 thru 2.0 mm/km.
 LL0204
 LL0204.The geoid height was determined by GEOID03.
 LL0204
 LL0204.The dynamic height is computed by dividing the NAVD 88
 LL0204.geopotential number by the normal gravity value computed on the
 LL0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0204.degrees latitude (g = 980.6199 gals.).
 LL0204
 LL0204.The modeled gravity was interpolated from observed gravity values.
 LL0204
 LL0204;                    North         East    Units  Estimated Accuracy
 LL0204;SPC CO N     -   417,240.      981,730.      MT  (+/- 180 meters Scaled)
 LL0204
 LL0204                          SUPERSEDED SURVEY CONTROL
 LL0204
 LL0204  NGVD 29 (??/??/92) 1428.573  (m)         4686.91   (f) ADJ UNCH    1 2
 LL0204
 LL0204.Superseded values are not recommended for survey control.
 LL0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0204.See file dsdata.txt to determine how the superseded data were derived.
 LL0204
 LL0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE248659(NAD 83)
 LL0204_MARKER: DB = BENCH MARK DISK
 LL0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0204_STAMPING: WPGH 226 C EL 4679.04
 LL0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0204+STABILITY: SURFACE MOTION
 LL0204
 LL0204  HISTORY     - Date     Condition        Report By
 LL0204  HISTORY     - UNK      MONUMENTED       CODH
 LL0204  HISTORY     - 1956     MARK NOT FOUND   NGS
 LL0204  HISTORY     - 1983     MARK NOT FOUND   NGS
 LL0204
 LL0204                          STATION DESCRIPTION
 LL0204
 LL0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0204'0.4 MI S FROM LA SALLE.
 LL0204'0.4 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE CITY
 LL0204'WATER TANK AT LA SALLE, AT THE SOUTH EDGE OF TOWN, NORTH OF
 LL0204'A LARGE CONCRETE BRIDGE, AND ON THE WEST SIDE OF THE RIGHT-OF-WAY.
 LL0204'SET IN THE TOP OF A CONCRETE POST.
 LL0204
 LL0204                          STATION RECOVERY (1983)
 LL0204
 LL0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0204'THERE HAS BEEN EXTENSIVE GRADING IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0189 ***********************************************************************
 LL0189  DESIGNATION -  4822
 LL0189  PID         -  LL0189
 LL0189  STATE/COUNTY-  CO/WELD
 LL0189  USGS QUAD   -  PLATTEVILLE (1975)
 LL0189
 LL0189                         *CURRENT SURVEY CONTROL
 LL0189  ___________________________________________________________________
 LL0189* NAD 83(1986)-  40 12 34.     (N)    104 49 11.     (W)     SCALED    
 LL0189* NAVD 88     -      1470.119  (meters)    4823.22   (feet)  POSTED    
 LL0189  ___________________________________________________________________
 LL0189  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 LL0189  DYNAMIC HT  -        1468.820 (meters)    4818.95  (feet)  COMP
 LL0189  MODELED GRAV-     979,690.0   (mgal)                       NAVD 88
 LL0189
 LL0189  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0189
 LL0189.The horizontal coordinates were scaled from a topographic map and have
 LL0189.an estimated accuracy of +/- 6 seconds.
 LL0189
 LL0189.The orthometric height was determined by differential leveling
 LL0189.and adjusted by the National Geodetic Survey in 1992..
 LL0189.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0189.rate of 0.0 thru 1.0 mm/km.
 LL0189
 LL0189.The geoid height was determined by GEOID03.
 LL0189
 LL0189.The dynamic height is computed by dividing the NAVD 88
 LL0189.geopotential number by the normal gravity value computed on the
 LL0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0189.degrees latitude (g = 980.6199 gals.).
 LL0189
 LL0189.The modeled gravity was interpolated from observed gravity values.
 LL0189
 LL0189;                    North         East    Units  Estimated Accuracy
 LL0189;SPC CO N     -   402,300.      972,310.      MT  (+/- 180 meters Scaled)
 LL0189
 LL0189                          SUPERSEDED SURVEY CONTROL
 LL0189
 LL0189  NGVD 29 (??/??/92) 1469.227  (m)         4820.29   (f) ADJ UNCH    1 2
 LL0189
 LL0189.Superseded values are not recommended for survey control.
 LL0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0189.See file dsdata.txt to determine how the superseded data were derived.
 LL0189
 LL0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE153510(NAD 83)
 LL0189_MARKER: P = PIPE CAP
 LL0189_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LL0189_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LL0189_STAMPING: 4822 DENVER
 LL0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0189
 LL0189  HISTORY     - Date     Condition        Report By
 LL0189  HISTORY     - UNK      MONUMENTED       USGS
 LL0189  HISTORY     - 1956     GOOD             NGS
 LL0189  HISTORY     - 1983     MARK NOT FOUND   NGS
 LL0189  HISTORY     - 20040808 MARK NOT FOUND   USPSQD
 LL0189
 LL0189                          STATION DESCRIPTION
 LL0189
 LL0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0189'0.4 MI S FROM PLATTEVILLE.
 LL0189'0.35 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LL0189'AT PLATTEVILLE, AT A PRIVATE ROAD CROSSING, 69.6 FEET SOUTHEAST OF
 LL0189'THE SOUTHEAST CORNER OF A HOUSE, 41.4 FEET SOUTHEAST OF A 32 INCH
 LL0189'COTTONWOOD TREE, 29.3 FEET WEST OF THE WEST RAIL, 10 FEET SOUTH OF
 LL0189'THE CENTER LINE OF A PRIVATE ROAD, 0.6 FOOT SOUTH OF A WITNESS POST,
 LL0189'RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.4
 LL0189'FOOT ABOVE THE GROUND, IN SECTION 19, TOWNSHIP 3 NORTH, RANGE 66
 LL0189'WEST.
 LL0189'NOTE-- THIS MARK WAS PREVIOUSLY PUBLISHED AND DESIGNATED AS 4822
 LL0189'(USGS) = W 2.
 LL0189
 LL0189                          STATION RECOVERY (1983)
 LL0189
 LL0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0189'MARK NOT FOUND.
 LL0189
 LL0189                          STATION RECOVERY (2004)
 LL0189
 LL0189'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL0189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2124 ***********************************************************************
 AB2124  DESIGNATION -  4830
 AB2124  PID         -  AB2124
 AB2124  STATE/COUNTY-  CO/WELD
 AB2124  USGS QUAD   -  BRACEWELL (1980)
 AB2124
 AB2124                         *CURRENT SURVEY CONTROL
 AB2124  ___________________________________________________________________
 AB2124* NAD 83(1992)-  40 22 40.38301(N)    104 47 04.61717(W)     ADJUSTED  
 AB2124* NAVD 88     -      1472.6    (meters)    4831.     (feet)  GPS OBS   
 AB2124  ___________________________________________________________________
 AB2124  X           -  -1,241,924.357 (meters)                     COMP
 AB2124  Y           -  -4,705,610.542 (meters)                     COMP
 AB2124  Z           -   4,110,981.671 (meters)                     COMP
 AB2124  LAPLACE CORR-          -7.95  (seconds)                    DEFLEC99
 AB2124  ELLIP HEIGHT-        1454.64  (meters)          (12/03/02) GPS OBS
 AB2124  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 AB2124
 AB2124  HORZ ORDER  -  FIRST
 AB2124  ELLP ORDER  -  FOURTH    CLASS II
 AB2124
 AB2124.The horizontal coordinates were established by GPS observations
 AB2124.and adjusted by the National Geodetic Survey in March 1996..
 AB2124
 AB2124.The orthometric height was determined by GPS observations and a
 AB2124.high-resolution geoid model.
 AB2124
 AB2124.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2124
 AB2124.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2124
 AB2124.The ellipsoidal height was determined by GPS observations
 AB2124.and is referenced to NAD 83.
 AB2124
 AB2124.The geoid height was determined by GEOID03.
 AB2124
 AB2124;                    North         East     Units Scale Factor Converg.
 AB2124;SPC CO N     -   421,023.408   975,150.029   MT  0.99995930   +0 27 44.0
 AB2124;SPC CO N     - 1,381,307.63  3,199,304.72   sFT  0.99995930   +0 27 44.0
 AB2124;UTM  13      - 4,469,722.301   518,283.385   MT  0.99960411   +0 08 22.3
 AB2124
 AB2124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2124!SPC CO N     -   0.99977186  x   0.99995930  =   0.99973117
 AB2124!UTM  13      -   0.99977186  x   0.99960411  =   0.99937606
 AB2124
 AB2124                          SUPERSEDED SURVEY CONTROL
 AB2124
 AB2124  ELLIP H (03/25/96) 1454.67   (m)                       GP(       ) 3 2
 AB2124
 AB2124.Superseded values are not recommended for survey control.
 AB2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2124.See file dsdata.txt to determine how the superseded data were derived.
 AB2124
 AB2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE1828369722(NAD 83)
 AB2124_MARKER: DB = BENCH MARK DISK
 AB2124_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB2124_STAMPING: 4830 DENVER
 AB2124_MARK LOGO: USGS  
 AB2124_PROJECTION: RECESSED 35 CENTIMETERS
 AB2124_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB2124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2124+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB2124_ROD/PIPE-DEPTH: 0.9  meters
 AB2124
 AB2124  HISTORY     - Date     Condition        Report By
 AB2124  HISTORY     - 1995     MONUMENTED       NGS
 AB2124
 AB2124                          STATION DESCRIPTION
 AB2124
 AB2124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 AB2124'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHWEST OF GREELEY,
 AB2124'5.1 MI (8.2 KM) SOUTH OF FARMERS AND 0.35 MI (0.56 KM) SOUTHEAST OF
 AB2124'ERICKSON RESERVOIR AND IT IS IN THE SOUTHWEST 1/4 OF SECTION 21, T 5
 AB2124'N, R 66 W.  OWNERSHIP--WELD COUNTY ROAD RIGHT-OF-WAY. THE STATION IS
 AB2124'LOCATED AT THE INTERSECTION OF 65TH AVENUE AND WEST 37TH STREET IN THE
 AB2124'SOUTHWESTERN PART OF GREELEY AND JUST NORTH OF THE OLD ASHTON SCHOOL.
 AB2124'THE MARK IS A STANDARD USGS BRASS DISK RIVETED ON A IRON POST, SET
 AB2124'UNDER A SURVEY RANGE BOX.  THE MARK IS RECESSED 35 CM BELOW THE TOP OF
 AB2124'THE BOX WHICH IS FLUSH WITH THE GROUND.  IT IS 13.0 M (42.7 FT) NORTH
 AB2124'OF THE CENTERLINE OF WEST 37TH STREET, 12.9 M (42.3 FT) WEST OF THE
 AB2124'CENTERLINE OF 65TH AVENUE, 3.1 M (10.2 FT) EAST OF POWER POLE 66S/1,
 AB2124'1.8 M (5.9 FT) WEST OF THE CENTER OF A DRAINAGE DITCH AND 0.4 M (1.3
 AB2124'FT) NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0077 ***********************************************************************
 KM0077  DESIGNATION -  4832.51
 KM0077  PID         -  KM0077
 KM0077  STATE/COUNTY-  CO/MESA
 KM0077  USGS QUAD   -  GRAND JUNCTION (1973)
 KM0077
 KM0077                         *CURRENT SURVEY CONTROL
 KM0077  ___________________________________________________________________
 KM0077* NAD 83(1986)-  39 07 18.     (N)    108 31 27.     (W)     SCALED    
 KM0077* NAVD 88     -      1473.980  (meters)    4835.88   (feet)  ADJUSTED  
 KM0077  ___________________________________________________________________
 KM0077  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 KM0077  DYNAMIC HT  -        1472.547 (meters)    4831.18  (feet)  COMP
 KM0077  MODELED GRAV-     979,604.5   (mgal)                       NAVD 88
 KM0077
 KM0077  VERT ORDER  -  SECOND    CLASS 0
 KM0077
 KM0077.This mark is at Walker Field Airport (GJT)
 KM0077
 KM0077.The horizontal coordinates were scaled from a topographic map and have
 KM0077.an estimated accuracy of +/- 6 seconds.
 KM0077
 KM0077.The orthometric height was determined by differential leveling
 KM0077.and adjusted by the National Geodetic Survey in June 1991..
 KM0077
 KM0077.The geoid height was determined by GEOID03.
 KM0077
 KM0077.The dynamic height is computed by dividing the NAVD 88
 KM0077.geopotential number by the normal gravity value computed on the
 KM0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0077.degrees latitude (g = 980.6199 gals.).
 KM0077
 KM0077.The modeled gravity was interpolated from observed gravity values.
 KM0077
 KM0077;                    North         East    Units  Estimated Accuracy
 KM0077;SPC CO C     -   452,170.      652,940.      MT  (+/- 180 meters Scaled)
 KM0077
 KM0077                          SUPERSEDED SURVEY CONTROL
 KM0077
 KM0077  NGVD 29 (??/??/92) 1472.942  (m)         4832.48   (f) ADJ UNCH    2 0
 KM0077
 KM0077.Superseded values are not recommended for survey control.
 KM0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0077.See file dsdata.txt to determine how the superseded data were derived.
 KM0077
 KM0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ140331(NAD 83)
 KM0077_MARKER: P = PIPE CAP
 KM0077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KM0077_SP_SET: BUILDING
 KM0077_STAMPING: 4832.51
 KM0077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0077
 KM0077  HISTORY     - Date     Condition        Report By
 KM0077  HISTORY     - UNK      MONUMENTED       CGS
 KM0077  HISTORY     - 1963     GOOD             NGS
 KM0077  HISTORY     - 1967     GOOD             NGS
 KM0077  HISTORY     - 1984     GOOD             NGS
 KM0077
 KM0077                          STATION DESCRIPTION
 KM0077
 KM0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KM0077'2 MI N FROM GRAND JUNCTION.
 KM0077'THE MARK IS LOCATED IN THE OFFICE OF THE US WEATHER BUREAU AT WALKER
 KM0077'FIELD AIRPORT GRAND JUNCTION, COLORADO.  THE MARK IS A BRASS CAP
 KM0077'STAMPED 4832.51 SET FLUSH WITH THE FLOOR OF THE OFFICE OF THE US
 KM0077'WEATHER BUREAU AND IS 15 FEET SOUTH OF THE NORTH DOOR OF THE WEATHER
 KM0077'BUREAU.
 KM0077
 KM0077                          STATION RECOVERY (1967)
 KM0077
 KM0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 KM0077'RECOVERED IN GOOD CONDITION.
 KM0077
 KM0077                          STATION RECOVERY (1984)
 KM0077
 KM0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KM0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0009 ***********************************************************************
 KM0009  DESIGNATION -  4833
 KM0009  PID         -  KM0009
 KM0009  STATE/COUNTY-  CO/MESA
 KM0009  USGS QUAD   -  CAMEO (1955)
 KM0009
 KM0009                         *CURRENT SURVEY CONTROL
 KM0009  ___________________________________________________________________
 KM0009* NAD 83(1986)-  39 13 49.     (N)    108 16 21.     (W)     SCALED    
 KM0009* NAVD 88     -      1473.667  (meters)    4834.86   (feet)  ADJUSTED  
 KM0009  ___________________________________________________________________
 KM0009  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 KM0009  DYNAMIC HT  -        1472.231 (meters)    4830.14  (feet)  COMP
 KM0009  MODELED GRAV-     979,602.1   (mgal)                       NAVD 88
 KM0009
 KM0009  VERT ORDER  -  SECOND    CLASS 0
 KM0009
 KM0009.The horizontal coordinates were scaled from a topographic map and have
 KM0009.an estimated accuracy of +/- 6 seconds.
 KM0009
 KM0009.The orthometric height was determined by differential leveling
 KM0009.and adjusted by the National Geodetic Survey in June 1991..
 KM0009
 KM0009.The geoid height was determined by GEOID03.
 KM0009
 KM0009.The dynamic height is computed by dividing the NAVD 88
 KM0009.geopotential number by the normal gravity value computed on the
 KM0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0009.degrees latitude (g = 980.6199 gals.).
 KM0009
 KM0009.The modeled gravity was interpolated from observed gravity values.
 KM0009
 KM0009;                    North         East    Units  Estimated Accuracy
 KM0009;SPC CO C     -   463,530.      675,060.      MT  (+/- 180 meters Scaled)
 KM0009
 KM0009                          SUPERSEDED SURVEY CONTROL
 KM0009
 KM0009  NGVD 29 (??/??/92) 1472.632  (m)         4831.46   (f) ADJ UNCH    2 0
 KM0009
 KM0009.Superseded values are not recommended for survey control.
 KM0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0009.See file dsdata.txt to determine how the superseded data were derived.
 KM0009
 KM0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ354458(NAD 83)
 KM0009_MARKER: DD = SURVEY DISK
 KM0009_SETTING: 80 = SET IN A BOULDER
 KM0009_SP_SET: BOULDER
 KM0009_STAMPING: 4833
 KM0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0009+STABILITY: SURFACE MOTION
 KM0009
 KM0009  HISTORY     - Date     Condition        Report By
 KM0009  HISTORY     - UNK      MONUMENTED       USGS
 KM0009  HISTORY     - 1908     GOOD             USGS
 KM0009
 KM0009                          STATION DESCRIPTION
 KM0009
 KM0009'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 KM0009'2.1 MI SW FROM AKIN.
 KM0009'2.1 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KM0009'FROM AKIN, 110 FEET NORTHEAST OF MILEPOST NC 53, 35 FEET SOUTHEAST OF
 KM0009'THE TRACK ON THE BANK OF THE RIVER, AND IN THE TOP OF A GRANITE
 KM0009'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0008 ***********************************************************************
 KM0008  DESIGNATION -  4835
 KM0008  PID         -  KM0008
 KM0008  STATE/COUNTY-  CO/MESA
 KM0008  USGS QUAD   -  CAMEO (1955)
 KM0008
 KM0008                         *CURRENT SURVEY CONTROL
 KM0008  ___________________________________________________________________
 KM0008* NAD 83(1986)-  39 14 49.     (N)    108 15 32.     (W)     SCALED    
 KM0008* NAVD 88     -      1474.283  (meters)    4836.88   (feet)  ADJUSTED  
 KM0008  ___________________________________________________________________
 KM0008  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 KM0008  DYNAMIC HT  -        1472.843 (meters)    4832.15  (feet)  COMP
 KM0008  MODELED GRAV-     979,599.4   (mgal)                       NAVD 88
 KM0008
 KM0008  VERT ORDER  -  SECOND    CLASS 0
 KM0008
 KM0008.The horizontal coordinates were scaled from a topographic map and have
 KM0008.an estimated accuracy of +/- 6 seconds.
 KM0008
 KM0008.The orthometric height was determined by differential leveling
 KM0008.and adjusted by the National Geodetic Survey in June 1991..
 KM0008
 KM0008.The geoid height was determined by GEOID03.
 KM0008
 KM0008.The dynamic height is computed by dividing the NAVD 88
 KM0008.geopotential number by the normal gravity value computed on the
 KM0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0008.degrees latitude (g = 980.6199 gals.).
 KM0008
 KM0008.The modeled gravity was interpolated from observed gravity values.
 KM0008
 KM0008;                    North         East    Units  Estimated Accuracy
 KM0008;SPC CO C     -   465,340.      676,290.      MT  (+/- 180 meters Scaled)
 KM0008
 KM0008                          SUPERSEDED SURVEY CONTROL
 KM0008
 KM0008  NGVD 29 (??/??/92) 1473.240  (m)         4833.45   (f) ADJ UNCH    2 0
 KM0008
 KM0008.Superseded values are not recommended for survey control.
 KM0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0008.See file dsdata.txt to determine how the superseded data were derived.
 KM0008
 KM0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ365477(NAD 83)
 KM0008_MARKER: DD = SURVEY DISK
 KM0008_SETTING: 80 = SET IN A BOULDER
 KM0008_SP_SET: BOULDER
 KM0008_STAMPING: 4835
 KM0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0008+STABILITY: SURFACE MOTION
 KM0008
 KM0008  HISTORY     - Date     Condition        Report By
 KM0008  HISTORY     - UNK      MONUMENTED       USGS
 KM0008  HISTORY     - 1908     GOOD             USGS
 KM0008
 KM0008                          STATION DESCRIPTION
 KM0008
 KM0008'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 KM0008'0.1 MI SW FROM AKIN.
 KM0008'0.1 MILE SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KM0008'FROM AKIN, 85 FEET NORTH OF MILEPOST NC 51, 75 FEET NORTHWEST OF THE
 KM0008'MAIN TRACK, AND IN THE FACE OF A LARGE GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0185 ***********************************************************************
 LL0185  DESIGNATION -  4840
 LL0185  PID         -  LL0185
 LL0185  STATE/COUNTY-  CO/WELD
 LL0185  USGS QUAD   -  PLATTEVILLE (1975)
 LL0185
 LL0185                         *CURRENT SURVEY CONTROL
 LL0185  ___________________________________________________________________
 LL0185* NAD 83(1986)-  40 10 25.     (N)    104 48 58.     (W)     SCALED    
 LL0185* NAVD 88     -      1475.608  (meters)    4841.22   (feet)  POSTED    
 LL0185  ___________________________________________________________________
 LL0185  GEOID HEIGHT-         -18.08  (meters)                     GEOID03
 LL0185  DYNAMIC HT  -        1474.290 (meters)    4836.90  (feet)  COMP
 LL0185  MODELED GRAV-     979,684.5   (mgal)                       NAVD 88
 LL0185
 LL0185  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0185
 LL0185.The horizontal coordinates were scaled from a topographic map and have
 LL0185.an estimated accuracy of +/- 6 seconds.
 LL0185
 LL0185.The orthometric height was determined by differential leveling
 LL0185.and adjusted by the National Geodetic Survey in 1992..
 LL0185.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0185.rate of 0.0 thru 1.0 mm/km.
 LL0185
 LL0185.The geoid height was determined by GEOID03.
 LL0185
 LL0185.The dynamic height is computed by dividing the NAVD 88
 LL0185.geopotential number by the normal gravity value computed on the
 LL0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0185.degrees latitude (g = 980.6199 gals.).
 LL0185
 LL0185.The modeled gravity was interpolated from observed gravity values.
 LL0185
 LL0185;                    North         East    Units  Estimated Accuracy
 LL0185;SPC CO N     -   398,320.      972,650.      MT  (+/- 180 meters Scaled)
 LL0185
 LL0185                          SUPERSEDED SURVEY CONTROL
 LL0185
 LL0185  NGVD 29 (??/??/92) 1474.716  (m)         4838.30   (f) ADJ UNCH    1 2
 LL0185
 LL0185.Superseded values are not recommended for survey control.
 LL0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0185.See file dsdata.txt to determine how the superseded data were derived.
 LL0185
 LL0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE156470(NAD 83)
 LL0185_MARKER: P = PIPE CAP
 LL0185_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LL0185_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LL0185_STAMPING: 4840 DENVER
 LL0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0185
 LL0185  HISTORY     - Date     Condition        Report By
 LL0185  HISTORY     - UNK      MONUMENTED       USGS
 LL0185  HISTORY     - 1956     GOOD             NGS
 LL0185  HISTORY     - 1983     MARK NOT FOUND   NGS
 LL0185  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 LL0185
 LL0185                          STATION DESCRIPTION
 LL0185
 LL0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0185'2.8 MI S FROM PLATTEVILLE.
 LL0185'2.75 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LL0185'AT PLATTEVILLE, AT A ROAD CROSSING, 80.7 FEET SOUTH OF MILEPOST 32,
 LL0185'48 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 85, 31 FEET WEST OF
 LL0185'THE WEST RAIL, 25 FEET NORTHEAST OF A FENCE CORNER, 17.5 FEET NORTH
 LL0185'OF A FENCE, 1 FOOT SOUTH OF A WITNESS POST, IN A DITCH, 10 FEET
 LL0185'BELOW THE TOP OF THE RAILS, RIVETED ON THE TOP OF A 3 1/2 INCH IRON
 LL0185'PIPE WHICH PROJECTS 1.8 FEET ABOVE THE GROUND, IN SECTION 6, TOWNSHIP
 LL0185'2 NORTH, RANGE 66 WEST.
 LL0185'NOTE-- THIS MARK WAS PREVIOUSLY PUBLISHED AND DESIGNATED AS 4840
 LL0185'(USGS) = V 2.
 LL0185
 LL0185                          STATION RECOVERY (1983)
 LL0185
 LL0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0185'THE IRON PIPE WAS RECOVERED WITH THE DISK MISSING.
 LL0185
 LL0185                          STATION RECOVERY (2004)
 LL0185
 LL0185'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL0185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0012 ***********************************************************************
 JM0012  DESIGNATION -  4846.025
 JM0012  PID         -  JM0012
 JM0012  STATE/COUNTY-  CO/DELTA
 JM0012  USGS QUAD   -  ROUBIDEAU (1976)
 JM0012
 JM0012                         *CURRENT SURVEY CONTROL
 JM0012  ___________________________________________________________________
 JM0012* NAD 83(1986)-  38 44 49.     (N)    108 12 18.     (W)     SCALED    
 JM0012* NAVD 88     -      1477.955  (meters)    4848.92   (feet)  POSTED    
 JM0012  ___________________________________________________________________
 JM0012  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 JM0012  DYNAMIC HT  -        1476.440 (meters)    4843.95  (feet)  COMP
 JM0012  MODELED GRAV-     979,551.4   (mgal)                       NAVD 88
 JM0012
 JM0012  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JM0012
 JM0012.The horizontal coordinates were scaled from a topographic map and have
 JM0012.an estimated accuracy of +/- 6 seconds.
 JM0012
 JM0012.The orthometric height was determined by differential leveling
 JM0012.and adjusted by the National Geodetic Survey in 1992..
 JM0012.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JM0012.rate of 1.1 thru 2.0 mm/km.
 JM0012
 JM0012.The geoid height was determined by GEOID03.
 JM0012
 JM0012.The dynamic height is computed by dividing the NAVD 88
 JM0012.geopotential number by the normal gravity value computed on the
 JM0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0012.degrees latitude (g = 980.6199 gals.).
 JM0012
 JM0012.The modeled gravity was interpolated from observed gravity values.
 JM0012
 JM0012;                    North         East    Units  Estimated Accuracy
 JM0012;SPC CO C     -   409,720.      679,290.      MT  (+/- 180 meters Scaled)
 JM0012
 JM0012                          SUPERSEDED SURVEY CONTROL
 JM0012
 JM0012  NGVD 29 (??/??/92) 1476.848  (m)         4845.29   (f) ADJ UNCH    1 2
 JM0012
 JM0012.Superseded values are not recommended for survey control.
 JM0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0012.See file dsdata.txt to determine how the superseded data were derived.
 JM0012
 JM0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH429924(NAD 83)
 JM0012_MARKER: DD = SURVEY DISK
 JM0012_SETTING: 80 = SET IN A BOULDER
 JM0012_SP_SET: BOULDER
 JM0012_STAMPING: 4847
 JM0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0012+STABILITY: SURFACE MOTION
 JM0012
 JM0012  HISTORY     - Date     Condition        Report By
 JM0012  HISTORY     - UNK      MONUMENTED       USGS
 JM0012  HISTORY     - 1926     GOOD             NGS
 JM0012  HISTORY     - 1934     MARK NOT FOUND   NGS
 JM0012
 JM0012                          STATION DESCRIPTION
 JM0012
 JM0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1926
 JM0012'9.2 MI NW FROM DELTA.
 JM0012'9.2 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JM0012'FROM THE STATION AT DELTA, DELTA COUNTY, 85 FEET SOUTHEAST OF MILEPOST
 JM0012'D-382, 12 FEET SOUTH OF THE TRACK, 1 FOOT LOWER THAN THE TRACK, AND IN
 JM0012'THE TOP OF A LARGE SANDSTONE BOULDER.  A UNITED STATES GEOLOGICAL
 JM0012'SURVEY STANDARD DISK, STAMPED 4847.
 JM0012
 JM0012                          STATION RECOVERY (1934)
 JM0012
 JM0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 JM0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0182 ***********************************************************************
 LL0182  DESIGNATION -  4872
 LL0182  PID         -  LL0182
 LL0182  STATE/COUNTY-  CO/WELD
 LL0182  USGS QUAD   -  PLATTEVILLE (1975)
 LL0182
 LL0182                         *CURRENT SURVEY CONTROL
 LL0182  ___________________________________________________________________
 LL0182* NAD 83(1986)-  40 07 50.     (N)    104 48 32.     (W)     SCALED    
 LL0182* NAVD 88     -      1485.374  (meters)    4873.26   (feet)  ADJUSTED  
 LL0182  ___________________________________________________________________
 LL0182  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 LL0182  DYNAMIC HT  -        1484.043 (meters)    4868.90  (feet)  COMP
 LL0182  MODELED GRAV-     979,678.2   (mgal)                       NAVD 88
 LL0182
 LL0182  VERT ORDER  -  FIRST     CLASS II
 LL0182
 LL0182.The horizontal coordinates were scaled from a topographic map and have
 LL0182.an estimated accuracy of +/- 6 seconds.
 LL0182
 LL0182.The orthometric height was determined by differential leveling
 LL0182.and adjusted by the National Geodetic Survey in June 1991..
 LL0182
 LL0182.The geoid height was determined by GEOID03.
 LL0182
 LL0182.The dynamic height is computed by dividing the NAVD 88
 LL0182.geopotential number by the normal gravity value computed on the
 LL0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0182.degrees latitude (g = 980.6199 gals.).
 LL0182
 LL0182.The modeled gravity was interpolated from observed gravity values.
 LL0182
 LL0182;                    North         East    Units  Estimated Accuracy
 LL0182;SPC CO N     -   393,550.      973,300.      MT  (+/- 180 meters Scaled)
 LL0182
 LL0182                          SUPERSEDED SURVEY CONTROL
 LL0182
 LL0182  NGVD 29 (??/??/??) 1484.486  (m)         4870.35   (f) ADJUSTED    1 2
 LL0182
 LL0182.Superseded values are not recommended for survey control.
 LL0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0182.See file dsdata.txt to determine how the superseded data were derived.
 LL0182
 LL0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE162422(NAD 83)
 LL0182_MARKER: P = PIPE CAP
 LL0182_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LL0182_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LL0182_STAMPING: 4872 DENVER
 LL0182_MARK LOGO: USGS  
 LL0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0182+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2004
 LL0182
 LL0182  HISTORY     - Date     Condition        Report By
 LL0182  HISTORY     - UNK      MONUMENTED       USGS
 LL0182  HISTORY     - 1956     GOOD             NGS
 LL0182  HISTORY     - 1983     GOOD             NGS
 LL0182  HISTORY     - 20040809 GOOD             USPSQD
 LL0182
 LL0182                          STATION DESCRIPTION
 LL0182
 LL0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0182'3.2 MI N FROM FORT LUPTON.
 LL0182'3.2 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LL0182'AT FORT LUPTON, AT A GRAVELED ROAD CROSSING, 44.3 FEET NORTHEAST OF
 LL0182'THE 1ST POLE SOUTH OF MILEPOST 29, 35 FEET SOUTH OF THE CENTER LINE
 LL0182'OF A ROAD, 25.5 FEET WEST OF THE WEST RAIL, 21 FEET EAST OF A FENCE
 LL0182'CORNER, 1 FOOT SOUTH OF A WITNESS POST, RIVETED ON THE TOP OF A 3
 LL0182'1/2 INCH IRON PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN THE
 LL0182'NORTHWEST 1/4 OF SECTION 20, TOWNSHIP 2 NORTH, RANGE 66 WEST.
 LL0182'NOTE-- THIS MARK WAS PREVIOUSLY PUBLISHED AND DESIGNATED AS 4872
 LL0182'(USGS) = U 2.
 LL0182
 LL0182                          STATION RECOVERY (1983)
 LL0182
 LL0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0182'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  27.5 KM
 LL0182'(17.1 MI) SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL0182'STATION IN LA SALLE.  DELETE 43.3 FEET NORTHEAST OF THE 1ST POLE SOUTH
 LL0182'OF MILEPOST 29.  ADD 28.5 METERS (93.5 FT) SOUTHWEST OF MILEPOST 29.
 LL0182
 LL0182                          STATION RECOVERY (2004)
 LL0182
 LL0182'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0400 ***********************************************************************
 LL0400  DESIGNATION -  4877
 LL0400  PID         -  LL0400
 LL0400  STATE/COUNTY-  CO/LARIMER
 LL0400  USGS QUAD   -  TIMNATH (1971)
 LL0400
 LL0400                         *CURRENT SURVEY CONTROL
 LL0400  ___________________________________________________________________
 LL0400* NAD 83(1986)-  40 32 01.     (N)    104 58 58.     (W)     SCALED    
 LL0400* NAVD 88     -      1487.120  (meters)    4878.99   (feet)  ADJUSTED  
 LL0400  ___________________________________________________________________
 LL0400  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 LL0400  DYNAMIC HT  -        1485.865 (meters)    4874.88  (feet)  COMP
 LL0400  MODELED GRAV-     979,729.1   (mgal)                       NAVD 88
 LL0400
 LL0400  VERT ORDER  -  SECOND    CLASS 0
 LL0400
 LL0400.The horizontal coordinates were scaled from a topographic map and have
 LL0400.an estimated accuracy of +/- 6 seconds.
 LL0400
 LL0400.The orthometric height was determined by differential leveling
 LL0400.and adjusted by the National Geodetic Survey in June 1991..
 LL0400
 LL0400.The geoid height was determined by GEOID03.
 LL0400
 LL0400.The dynamic height is computed by dividing the NAVD 88
 LL0400.geopotential number by the normal gravity value computed on the
 LL0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0400.degrees latitude (g = 980.6199 gals.).
 LL0400
 LL0400.The modeled gravity was interpolated from observed gravity values.
 LL0400
 LL0400;                    North         East    Units  Estimated Accuracy
 LL0400;SPC CO N     -   438,200.      958,220.      MT  (+/- 180 meters Scaled)
 LL0400
 LL0400                          SUPERSEDED SURVEY CONTROL
 LL0400
 LL0400  NGVD 29 (??/??/92) 1486.172  (m)         4875.88   (f) ADJ UNCH    2 0
 LL0400
 LL0400.Superseded values are not recommended for survey control.
 LL0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0400.See file dsdata.txt to determine how the superseded data were derived.
 LL0400
 LL0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE014869(NAD 83)
 LL0400_MARKER: DD = SURVEY DISK
 LL0400_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LL0400_SP_SET: BUILDING
 LL0400_STAMPING: DENVER 4877
 LL0400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0400
 LL0400  HISTORY     - Date     Condition        Report By
 LL0400  HISTORY     - UNK      MONUMENTED       USGS
 LL0400  HISTORY     - 1934     GOOD             NGS
 LL0400
 LL0400                          STATION DESCRIPTION
 LL0400
 LL0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LL0400'IN TIMNATH.
 LL0400'IN THE SOUTHEAST CORNER OF THE OLD TIMNATH PUBLIC SCHOOL LOCATED
 LL0400'JUST NORTH OF NEW TIMNATH CONSOLIDATED SCHOOL, IN THE EAST FACE
 LL0400'OF STONE, 1 FOOT NORTH OF CORNER AND 2.5 FEET ABOVE GROUND.  LEAD
 LL0400'PLATE SET VERTICALLY, IN VERY POOR CONDITION, BADLY DEFACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0009 ***********************************************************************
 JM0009  DESIGNATION -  4882.71
 JM0009  PID         -  JM0009
 JM0009  STATE/COUNTY-  CO/DELTA
 JM0009  USGS QUAD   -  ROUBIDEAU (1976)
 JM0009
 JM0009                         *CURRENT SURVEY CONTROL
 JM0009  ___________________________________________________________________
 JM0009* NAD 83(1986)-  38 44 12.     (N)    108 08 47.     (W)     SCALED    
 JM0009* NAVD 88     -      1489.143  (meters)    4885.63   (feet)  POSTED    
 JM0009  ___________________________________________________________________
 JM0009  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 JM0009  DYNAMIC HT  -        1487.610 (meters)    4880.60  (feet)  COMP
 JM0009  MODELED GRAV-     979,545.6   (mgal)                       NAVD 88
 JM0009
 JM0009  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JM0009
 JM0009.The horizontal coordinates were scaled from a topographic map and have
 JM0009.an estimated accuracy of +/- 6 seconds.
 JM0009
 JM0009.The orthometric height was determined by differential leveling
 JM0009.and adjusted by the National Geodetic Survey in 1992..
 JM0009.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JM0009.rate of 1.1 thru 2.0 mm/km.
 JM0009
 JM0009.The geoid height was determined by GEOID03.
 JM0009
 JM0009.The dynamic height is computed by dividing the NAVD 88
 JM0009.geopotential number by the normal gravity value computed on the
 JM0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0009.degrees latitude (g = 980.6199 gals.).
 JM0009
 JM0009.The modeled gravity was interpolated from observed gravity values.
 JM0009
 JM0009;                    North         East    Units  Estimated Accuracy
 JM0009;SPC CO C     -   408,430.      684,350.      MT  (+/- 180 meters Scaled)
 JM0009
 JM0009                          SUPERSEDED SURVEY CONTROL
 JM0009
 JM0009  NGVD 29 (??/??/92) 1488.023  (m)         4881.96   (f) ADJ UNCH    1 2
 JM0009
 JM0009.Superseded values are not recommended for survey control.
 JM0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0009.See file dsdata.txt to determine how the superseded data were derived.
 JM0009
 JM0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH480914(NAD 83)
 JM0009_MARKER: P = PIPE CAP
 JM0009_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JM0009_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JM0009_STAMPING: 4881.955
 JM0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0009
 JM0009  HISTORY     - Date     Condition        Report By
 JM0009  HISTORY     - UNK      MONUMENTED       USGS
 JM0009  HISTORY     - 1950     GOOD             NGS
 JM0009
 JM0009                          STATION DESCRIPTION
 JM0009
 JM0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JM0009'4.7 MI W FROM DELTA.
 JM0009'4.7 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JM0009'THE STATION AT DELTA, DELTA COUNTY, 175 FEET EAST OF THE SIGNPOST AT
 JM0009'ROUBIDEAU, 365 FEET EAST OF A WAGON-ROAD CROSSING, 25 FEET NORTH OF
 JM0009'THE CENTERLINE OF THE TRACK, AND 1 FOOT LOWER THAN THE TRACK.  A
 JM0009'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4881.955 AND
 JM0009'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING ABOUT 1 FOOT
 JM0009'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5916 ***********************************************************************
 AI5916  PACS        -  This is a Primary Airport Control Station.
 AI5916  DESIGNATION -  48V A
 AI5916  PID         -  AI5916
 AI5916  STATE/COUNTY-  CO/WELD
 AI5916  USGS QUAD   -  ERIE (1967)
 AI5916
 AI5916                         *CURRENT SURVEY CONTROL
 AI5916  ___________________________________________________________________
 AI5916* NAD 83(1992)-  40 00 58.03857(N)    105 03 00.63021(W)     ADJUSTED  
 AI5916* NAVD 88     -      1546.76   (meters)    5074.7    (feet)  GPS OBS   
 AI5916  ___________________________________________________________________
 AI5916  X           -  -1,270,469.430 (meters)                     COMP
 AI5916  Y           -  -4,724,901.808 (meters)                     COMP
 AI5916  Z           -   4,080,340.244 (meters)                     COMP
 AI5916  LAPLACE CORR-          -9.69  (seconds)                    DEFLEC99
 AI5916  ELLIP HEIGHT-        1529.62  (meters)          (10/21/02) GPS OBS
 AI5916  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 AI5916
 AI5916  HORZ ORDER  -  B
 AI5916  ELLP ORDER  -  FIFTH     CLASS I
 AI5916
 AI5916.This mark is at Tri County Airport (48V)
 AI5916
 AI5916.The horizontal coordinates were established by GPS observations
 AI5916.and adjusted by the National Geodetic Survey in June 2000..
 AI5916
 AI5916.The orthometric height was determined by GPS observations and a
 AI5916.high-resolution geoid model.
 AI5916
 AI5916.GPS derived orthometric heights for airport stations designated as
 AI5916.PACS or SACS are published to 2 decimal places.  This maintains
 AI5916.centimeter relative accuracy between the PACS and SACS.  It does
 AI5916.not indicate centimeter accuracy relative to other marks which are
 AI5916.part of the NAVD 88 network.
 AI5916
 AI5916.Photographs are available for this station.
 AI5916
 AI5916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5916
 AI5916.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5916
 AI5916.The ellipsoidal height was determined by GPS observations
 AI5916.and is referenced to NAD 83.
 AI5916
 AI5916.The geoid height was determined by GEOID03.
 AI5916
 AI5916;                    North         East     Units Scale Factor Converg.
 AI5916;SPC CO N     -   380,707.895   952,803.579   MT  0.99996519   +0 17 26.3
 AI5916;SPC CO N     - 1,249,039.15  3,125,989.74   sFT  0.99996519   +0 17 26.3
 AI5916;UTM  13      - 4,429,547.792   495,718.079   MT  0.99960023   -0 01 56.1
 AI5916
 AI5916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5916!SPC CO N     -   0.99976009  x   0.99996519  =   0.99972529
 AI5916!UTM  13      -   0.99976009  x   0.99960023  =   0.99936042
 AI5916
 AI5916                          SUPERSEDED SURVEY CONTROL
 AI5916
 AI5916  ELLIP H (06/30/00) 1529.64   (m)                       GP(       ) 1 1
 AI5916
 AI5916.Superseded values are not recommended for survey control.
 AI5916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5916.See file dsdata.txt to determine how the superseded data were derived.
 AI5916
 AI5916_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE9571829548(NAD 83)
 AI5916_MARKER: I = METAL ROD
 AI5916_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI5916_STAMPING: 48V A 1999
 AI5916_MARK LOGO: NGS   
 AI5916_PROJECTION: RECESSED 14 CENTIMETERS
 AI5916_MAGNETIC: I = MARKER IS A STEEL ROD
 AI5916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5916+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 AI5916_ROD/PIPE-DEPTH: 14.6 meters
 AI5916_SLEEVE-DEPTH  : 3.9 meters
 AI5916
 AI5916  HISTORY     - Date     Condition        Report By
 AI5916  HISTORY     - 1999     MONUMENTED       NGS
 AI5916  HISTORY     - 20051205 GOOD             SLSS
 AI5916
 AI5916                          STATION DESCRIPTION
 AI5916
 AI5916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5916'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTH OF THE TOWN OF
 AI5916'ERIE, 0.5 MI (0.8 KM) EAST OF THE BOULDER-WELD COUNTY LINE, 0.5 MI
 AI5916'(0.8 KM) NORTH OF THE ADAMS-WELD COUNTY LINE AND AT THE TRI-COUNTY
 AI5916'AIRPORT, IN THE SOUTHWEST 1/4 OF SECTION 30, T 1 N, R 30 W.  ACCESS TO
 AI5916'THE AIRPORT IS NOT CONTROLLED.  PERMISSION TO USE THIS STATION MUST BE
 AI5916'OBTAINED FROM THE AIRPORT MANAGER.  OWNERSHIP--CONTACT MR. STEVE
 AI5916'HEDRICK, P.O.  BOX 750, ERIE, CO 80516, TELEPHONE-303-665-3267
 AI5916'TO REACH THE STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY 287 AND
 AI5916'STATE HIGHWAY 7 IN THE CENTER OF LAFAYETTE, GO EAST ON STATE HIGHWAY 7
 AI5916'FOR 2.0 MI (3.2 KM) TO A SIDE ROAD LEFT AND ENTRANCE TO THE AIRPORT.
 AI5916'TURN LEFT, NORTH, FOR 0.7 MI (1.1 KM) TO A STOP SIGN.  TURN RIGHT,
 AI5916'EAST, ON A PAVED ROAD THAN NORTHERLY TO THE FLIGHT CONTROL OFFICE.  TO
 AI5916'CONTINUE TO THE STATION, GO STRAIGHT AHEAD, EAST ACROSS THE APRON TO
 AI5916'TAXIWAY 15-33.  TURN LEFT, NORTH, FOR 0.55 MI (0.89 KM) TO THE STATION
 AI5916'ON THE RIGHT IN A GRASSY AREA BETWEEN THE TAXIWAY AND THE NORTH END OF
 AI5916'RUNWAY 15-33
 AI5916'THE MARK IS A PUNCH HOLE, TOP CENTER ON A LONG STAINLESS STEEL ROD
 AI5916'DRIVEN TO REFUSAL, A DEPTH OF 14.63 M (48.00 FT) ENCASED IN A 0.9 M
 AI5916'(3.0 FT) LONG GREASED PVC PIPE, ENCLOSED IN A 6-INCH PVC PIPE WITH
 AI5916'LOGO LID, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT
 AI5916'IS 31.7 M (104.0 FT) SOUTHEAST FROM THE STOP BAR FOR A4, 25.2 M (82.7
 AI5916'FT) EAST-NORTHEAST FROM THE EDGE OF TAXIWAY A, 22.2 M (72.8 FT)
 AI5916'WEST-SOUTHWEST FROM THE EDGE OF RUNWAY 15-33, 19.6 M (64.3 FT)
 AI5916'SOUTHWEST FROM THE TOP CENTER OF SIGN--A4--, 19.0 M (62.3 FT)
 AI5916'SOUTHEAST FROM THE TOP CENTER OF ORANGE IDENTIFIER UNIT REIL NUMBER 1
 AI5916'AND 0.6 M (2.0 FT) SOUTH FROM A WITNESS POST.  THIS STATION IS
 AI5916'DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION FOR THE ANA PROJECT.
 AI5916
 AI5916                          STATION RECOVERY (2005)
 AI5916
 AI5916'RECOVERY NOTE BY STEPHENSON LAND SURVEYING SERVICES 2005 (GFS)
 AI5916'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MP0322 ***********************************************************************
 MP0322  DESIGNATION -  49
 MP0322  PID         -  MP0322
 MP0322  STATE/COUNTY-  CO/ROUTT
 MP0322  USGS QUAD   -  COTTONWOOD RIM (1983)
 MP0322
 MP0322                         *CURRENT SURVEY CONTROL
 MP0322  ___________________________________________________________________
 MP0322* NAD 83(1986)-  41 00 10.     (N)    107 14 09.     (W)     SCALED    
 MP0322* NAVD 88     -      2044.462  (meters)    6707.54   (feet)  ADJUSTED  
 MP0322  ___________________________________________________________________
 MP0322  GEOID HEIGHT-         -12.50  (meters)                     GEOID03
 MP0322  DYNAMIC HT  -        2042.596 (meters)    6701.42  (feet)  COMP
 MP0322  MODELED GRAV-     979,638.1   (mgal)                       NAVD 88
 MP0322
 MP0322  VERT ORDER  -  SECOND    CLASS 0
 MP0322
 MP0322.The horizontal coordinates were scaled from a topographic map and have
 MP0322.an estimated accuracy of +/- 6 seconds.
 MP0322
 MP0322.The orthometric height was determined by differential leveling
 MP0322.and adjusted by the National Geodetic Survey in June 1991..
 MP0322
 MP0322.The geoid height was determined by GEOID03.
 MP0322
 MP0322.The dynamic height is computed by dividing the NAVD 88
 MP0322.geopotential number by the normal gravity value computed on the
 MP0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0322.degrees latitude (g = 980.6199 gals.).
 MP0322
 MP0322.The modeled gravity was interpolated from observed gravity values.
 MP0322
 MP0322;                    North         East    Units  Estimated Accuracy
 MP0322;SPC CO N     -   491,600.      768,370.      MT  (+/- 180 meters Scaled)
 MP0322
 MP0322                          SUPERSEDED SURVEY CONTROL
 MP0322
 MP0322  NGVD 29 (??/??/92) 2043.264  (m)         6703.61   (f) ADJ UNCH    2 0
 MP0322
 MP0322.Superseded values are not recommended for survey control.
 MP0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0322.See file dsdata.txt to determine how the superseded data were derived.
 MP0322
 MP0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF119414(NAD 83)
 MP0322_MARKER: DD = SURVEY DISK
 MP0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0322_SP_SET: STONE POST
 MP0322_STAMPING: 6703 LARAMIE 49
 MP0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0322+STABILITY: SURFACE MOTION
 MP0322
 MP0322  HISTORY     - Date     Condition        Report By
 MP0322  HISTORY     - UNK      MONUMENTED       USGS
 MP0322  HISTORY     - 1934     GOOD             NGS
 MP0322
 MP0322                          STATION DESCRIPTION
 MP0322
 MP0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MP0322'0.5 MI E FROM BATTLE CREEK.
 MP0322'0.5 MILE EAST ALONG STATE HIGHWAY 129 FROM BATTLE CREEK, ROUTT COUNTY,
 MP0322'100 FEET NORTH OF THE NORTHEAST CORNER OF THE SADDLE POCKET RANCH
 MP0322'HOUSE, AND 42 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A UNITED
 MP0322'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 6703 LARAMIE 49 AND
 MP0322'SET IN THE TOP OF A STONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1866 ***********************************************************************
 KK1866  DESIGNATION -  49
 KK1866  PID         -  KK1866
 KK1866  STATE/COUNTY-  CO/JEFFERSON
 KK1866  USGS QUAD   -  EVERGREEN (1994)
 KK1866
 KK1866                         *CURRENT SURVEY CONTROL
 KK1866  ___________________________________________________________________
 KK1866* NAD 83(1992)-  39 43 11.08152(N)    105 17 37.15690(W)     ADJUSTED  
 KK1866* NAVD 88     -      2421.4    (meters)    7944.     (feet)  VERTCON   
 KK1866  ___________________________________________________________________
 KK1866  LAPLACE CORR-         -18.09  (seconds)                    DEFLEC99
 KK1866  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 KK1866
 KK1866  HORZ ORDER  -  SECOND
 KK1866
 KK1866.The horizontal coordinates were established by classical geodetic methods
 KK1866.and adjusted by the National Geodetic Survey in January 1993..
 KK1866
 KK1866.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1866
 KK1866.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1866
 KK1866.The geoid height was determined by GEOID03.
 KK1866
 KK1866;                    North         East     Units Scale Factor Converg.
 KK1866;SPC CO C     -   514,232.887   932,094.156   MT  0.99999415   +0 07 48.5
 KK1866;SPC CO C     - 1,687,112.40  3,058,045.58   sFT  0.99999415   +0 07 48.5
 KK1866;UTM  13      - 4,396,693.610   474,831.529   MT  0.99960780   -0 11 15.6
 KK1866
 KK1866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1866!SPC CO C     -   0.99962258  x   0.99999415  =   0.99961673
 KK1866!UTM  13      -   0.99962258  x   0.99960780  =   0.99923053
 KK1866
 KK1866|---------------------------------------------------------------------|
 KK1866| PID    Reference Object                     Distance      Geod. Az  |
 KK1866|                                                           dddmmss.s |
 KK1866| CP7123 49 RM 1                              54.746 METERS 01231     |
 KK1866| KK1865 GENESEE                             APPROX. 1.9 KM 1792825.5 |
 KK1866| CP7124 49 RM 2                              39.245 METERS 25533     |
 KK1866|---------------------------------------------------------------------|
 KK1866
 KK1866                          SUPERSEDED SURVEY CONTROL
 KK1866
 KK1866  NAD 83(1986)-  39 43 11.07834(N)    105 17 37.15602(W) AD(       ) 2
 KK1866  NAD 27      -  39 43 11.12119(N)    105 17 35.18908(W) AD(       ) 2
 KK1866  NGVD 29 (07/19/86) 2420.3    (m)         7941.     (f) VERT ANG       
 KK1866
 KK1866.Superseded values are not recommended for survey control.
 KK1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1866.See file dsdata.txt to determine how the superseded data were derived.
 KK1866
 KK1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7483296694(NAD 83)
 KK1866_MARKER: DD = SURVEY DISK
 KK1866_SETTING: 0 = UNSPECIFIED SETTING
 KK1866
 KK1866  HISTORY     - Date     Condition        Report By
 KK1866  HISTORY     - 1977     MONUMENTED       CO-059
 KK1866
 KK1866                          STATION DESCRIPTION
 KK1866
 KK1866'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1866'THE STATION IS LOCATED 1/2 MILE NORTH OF THE I-70 EXIT NO.57,
 KK1866'NEAR THE WEST EDGE OF THE NW 1/4 OF SECTION 12, T 4 S, R 71 W.
 KK1866'
 KK1866'TO REACH THE STATION FROM THE JEFFERSON COUNTY COURTHOUSE IN
 KK1866'GOLDEN, GO 4 MILES SOUTH ON STATE HIGHWAY 93 TO ITS INTERCHANGE
 KK1866'WITH I-70 .  THEN GO 5 MILES WEST ON I-70 TO EXIT NO. 57.  TURN
 KK1866'RIGHT AND GO NORTH 0.6 MILE TO THE MT VERNON COUNTRY CLUB.  AT
 KK1866'A 3-WAY JUNCTION, TAKE THE CENTER FORK MARKED (TOWER HILL
 KK1866'CIRCLE) FOR 0.2 MILE TO ANOTHER FORK, BEAR LEFT FOR 0.1 MILE TO
 KK1866'A FIFTY FOOT DIAMETER BY TWENTY FOOT HIGH WATER TANK AND THE
 KK1866'STATION ATOP THE TANK.  PERMISSION TO CLIMB THE TANK IS GAINED
 KK1866'FROM THE MT. VERNON FIRE STATION 1/2 MILE TO THE EAST.
 KK1866'
 KK1866'THE STATION MARK, STAMPED---49 JCMD 1977---, IS A 3-INCH BRONZE
 KK1866'DISK, BONDED TO THE CENTER PLATE AT THE TOP OF THE TANK.
 KK1866'
 KK1866'REFERENCE MARK 1, STAMPED---49 JCMD RM 1 1977---, IS A 3-INCH
 KK1866'BRONZE DISK, SET IN A CYLINDRICAL CONCRETE MONUMENT AT GROUND
 KK1866'LEVEL.
 KK1866'
 KK1866'REFERENCE MARK 2, STAMPED---49 JCMD RM 2 1977---, IS A 3-INCH
 KK1866'BRONZE DISK SET IN A CYLINDRICAL CONCRETE MONUMENT AT GROUND
 KK1866'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0179 ***********************************************************************
 LL0179  DESIGNATION -  4907
 LL0179  PID         -  LL0179
 LL0179  STATE/COUNTY-  CO/WELD
 LL0179  USGS QUAD   -  FORT LUPTON (1994)
 LL0179
 LL0179                         *CURRENT SURVEY CONTROL
 LL0179  ___________________________________________________________________
 LL0179* NAD 83(1986)-  40 05 14.     (N)    104 48 33.     (W)     SCALED    
 LL0179* NAVD 88     -      1496.028  (meters)    4908.22   (feet)  ADJUSTED  
 LL0179  ___________________________________________________________________
 LL0179  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 LL0179  DYNAMIC HT  -        1494.681 (meters)    4903.80  (feet)  COMP
 LL0179  MODELED GRAV-     979,672.9   (mgal)                       NAVD 88
 LL0179
 LL0179  VERT ORDER  -  FIRST     CLASS II
 LL0179
 LL0179.The horizontal coordinates were scaled from a topographic map and have
 LL0179.an estimated accuracy of +/- 6 seconds.
 LL0179
 LL0179.The orthometric height was determined by differential leveling
 LL0179.and adjusted by the National Geodetic Survey in June 1991..
 LL0179
 LL0179.The geoid height was determined by GEOID03.
 LL0179
 LL0179.The dynamic height is computed by dividing the NAVD 88
 LL0179.geopotential number by the normal gravity value computed on the
 LL0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0179.degrees latitude (g = 980.6199 gals.).
 LL0179
 LL0179.The modeled gravity was interpolated from observed gravity values.
 LL0179
 LL0179;                    North         East    Units  Estimated Accuracy
 LL0179;SPC CO N     -   388,730.      973,320.      MT  (+/- 180 meters Scaled)
 LL0179
 LL0179                          SUPERSEDED SURVEY CONTROL
 LL0179
 LL0179  NGVD 29 (??/??/??) 1495.136  (m)         4905.29   (f) ADJUSTED    1 2
 LL0179
 LL0179.Superseded values are not recommended for survey control.
 LL0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0179.See file dsdata.txt to determine how the superseded data were derived.
 LL0179
 LL0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE162374(NAD 83)
 LL0179_MARKER: P = PIPE CAP
 LL0179_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LL0179_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LL0179_STAMPING: 4907 DENVER
 LL0179_MARK LOGO: USGS  
 LL0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0179+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2006
 LL0179
 LL0179  HISTORY     - Date     Condition        Report By
 LL0179  HISTORY     - UNK      MONUMENTED       USGS
 LL0179  HISTORY     - 1956     GOOD             NGS
 LL0179  HISTORY     - 1983     GOOD             NGS
 LL0179  HISTORY     - 20040809 GOOD             USPSQD
 LL0179  HISTORY     - 20060729 GOOD             GEOCAC
 LL0179
 LL0179                          STATION DESCRIPTION
 LL0179
 LL0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0179'0.2 MI N FROM FORT LUPTON.
 LL0179'0.2 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 LL0179'FORT LUPTON, AT THE CROSSING OF 9TH STREET, 203 FEET WEST OF THE
 LL0179'WEST RAIL OF THE MAIN TRACK, 54 FEET SOUTHEAST OF MILEPOST 26, 24
 LL0179'FEET SOUTH OF THE CENTER LINE OF 9TH STREET, 16.5 FEET SOUTHEAST OF
 LL0179'A POWER POLE, 11.4 FEET WEST OF THE WEST RAIL OF A SIDE TRACK, 9.4
 LL0179'FEET NORTHWEST OF THE NORTHEAST CORNER OF A SHEET METAL BUILDING,
 LL0179'0.5 FOOT WEST OF A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH
 LL0179'IRON PIPE WHICH PROJECTS 0.2 FOOT ABOVE GROUND, IN SECTION 5,
 LL0179'TOWNSHIP 1 NORTH, RANGE 66 WEST.
 LL0179'NOTE-- THIS MARK WAS PREVIOUSLY PUBLISHED AND DESIGNATED AS 4907
 LL0179'(USGS) = T 2.
 LL0179
 LL0179                          STATION RECOVERY (1983)
 LL0179
 LL0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0179'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN FORT
 LL0179'LUPTON, AT THE INTERSECTION OF THE UNION PACIFIC RAILROAD AND 9TH
 LL0179'STREET, 61.9 METERS (203.0 FT) WEST OF THE NEAR RAIL OF THE MAIN
 LL0179'TRACK, 7.3 METERS (24.0 FT) SOUTH OF THE CENTERLINE OF THE STREET, AND
 LL0179'1.8 METERS (5.9 FT) NORTHWEST OF A CHAIN LINK FENCE CORNER.  A SHALLOW
 LL0179'SET PIPE PROJECTING 2 CM (0.79 IN) ABOVE THE GROUND.
 LL0179'THE MARK IS 0.8 METERS  N FROM  A WITNESS POST
 LL0179'THE MARK IS 0.5 M ABOVE THE STREET.
 LL0179
 LL0179                          STATION RECOVERY (2004)
 LL0179
 LL0179'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL0179'RECOVERED IN GOOD CONDITION.
 LL0179
 LL0179                          STATION RECOVERY (2006)
 LL0179
 LL0179'RECOVERY NOTE BY GEOCACHING 2006 (CLX)
 LL0179'BENCHMARK IS SHOWING SIGNS OF WEAR DUE TO ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0007 ***********************************************************************
 JM0007  DESIGNATION -  4912.938
 JM0007  PID         -  JM0007
 JM0007  STATE/COUNTY-  CO/DELTA
 JM0007  USGS QUAD   -  NORTH DELTA (1962)
 JM0007
 JM0007                         *CURRENT SURVEY CONTROL
 JM0007  ___________________________________________________________________
 JM0007* NAD 83(1986)-  38 45 07.     (N)    108 06 41.     (W)     SCALED    
 JM0007* NAVD 88     -      1498.300  (meters)    4915.67   (feet)  POSTED    
 JM0007  ___________________________________________________________________
 JM0007  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 JM0007  DYNAMIC HT  -        1496.760 (meters)    4910.62  (feet)  COMP
 JM0007  MODELED GRAV-     979,548.6   (mgal)                       NAVD 88
 JM0007
 JM0007  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JM0007
 JM0007.The horizontal coordinates were scaled from a topographic map and have
 JM0007.an estimated accuracy of +/- 6 seconds.
 JM0007
 JM0007.The orthometric height was determined by differential leveling
 JM0007.and adjusted by the National Geodetic Survey in 1992..
 JM0007.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JM0007.rate of 1.1 thru 2.0 mm/km.
 JM0007
 JM0007.The geoid height was determined by GEOID03.
 JM0007
 JM0007.The dynamic height is computed by dividing the NAVD 88
 JM0007.geopotential number by the normal gravity value computed on the
 JM0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0007.degrees latitude (g = 980.6199 gals.).
 JM0007
 JM0007.The modeled gravity was interpolated from observed gravity values.
 JM0007
 JM0007;                    North         East    Units  Estimated Accuracy
 JM0007;SPC CO C     -   410,040.      687,440.      MT  (+/- 180 meters Scaled)
 JM0007
 JM0007                          SUPERSEDED SURVEY CONTROL
 JM0007
 JM0007  NGVD 29 (??/??/92) 1497.179  (m)         4911.99   (f) ADJ UNCH    1 2
 JM0007
 JM0007.Superseded values are not recommended for survey control.
 JM0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0007.See file dsdata.txt to determine how the superseded data were derived.
 JM0007
 JM0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH510932(NAD 83)
 JM0007_MARKER: DD = SURVEY DISK
 JM0007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JM0007_SP_SET: ABUTMENT
 JM0007_STAMPING: 4911.995
 JM0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JM0007
 JM0007  HISTORY     - Date     Condition        Report By
 JM0007  HISTORY     - UNK      MONUMENTED       USGS
 JM0007  HISTORY     - 1950     GOOD             NGS
 JM0007
 JM0007                          STATION DESCRIPTION
 JM0007
 JM0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JM0007'2.4 MI W FROM DELTA.
 JM0007'2.4 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JM0007'THE STATION AT DELTA, DELTA COUNTY, 0.2 MILE NORTHWEST OF MILEPOST
 JM0007'D-375, AT WOODEN BRIDGE 375-A, IN THE TOP STONE OF THE SOUTH SIDE OF
 JM0007'THE EAST STONE ABUTMENT, AND ABOUT 6 INCHES LOWER THAN THE TRACK.  A
 JM0007'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 4911.995.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0006 ***********************************************************************
 KM0006  DESIGNATION -  4937
 KM0006  PID         -  KM0006
 KM0006  STATE/COUNTY-  CO/MESA
 KM0006  USGS QUAD   -  DE BEQUE (1962)
 KM0006
 KM0006                         *CURRENT SURVEY CONTROL
 KM0006  ___________________________________________________________________
 KM0006* NAD 83(1986)-  39 19 53.     (N)    108 12 48.     (W)     SCALED    
 KM0006* NAVD 88     -      1505.352  (meters)    4938.81   (feet)  ADJUSTED  
 KM0006  ___________________________________________________________________
 KM0006  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 KM0006  DYNAMIC HT  -        1503.882 (meters)    4933.99  (feet)  COMP
 KM0006  MODELED GRAV-     979,598.5   (mgal)                       NAVD 88
 KM0006
 KM0006  VERT ORDER  -  SECOND    CLASS 0
 KM0006
 KM0006.The horizontal coordinates were scaled from a topographic map and have
 KM0006.an estimated accuracy of +/- 6 seconds.
 KM0006
 KM0006.The orthometric height was determined by differential leveling
 KM0006.and adjusted by the National Geodetic Survey in June 1991..
 KM0006
 KM0006.The geoid height was determined by GEOID03.
 KM0006
 KM0006.The dynamic height is computed by dividing the NAVD 88
 KM0006.geopotential number by the normal gravity value computed on the
 KM0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0006.degrees latitude (g = 980.6199 gals.).
 KM0006
 KM0006.The modeled gravity was interpolated from observed gravity values.
 KM0006
 KM0006;                    North         East    Units  Estimated Accuracy
 KM0006;SPC CO C     -   474,590.      680,500.      MT  (+/- 180 meters Scaled)
 KM0006
 KM0006                          SUPERSEDED SURVEY CONTROL
 KM0006
 KM0006  NGVD 29 (??/??/92) 1504.293  (m)         4935.33   (f) ADJ UNCH    2 0
 KM0006
 KM0006.Superseded values are not recommended for survey control.
 KM0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0006.See file dsdata.txt to determine how the superseded data were derived.
 KM0006
 KM0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ401572(NAD 83)
 KM0006_MARKER: DD = SURVEY DISK
 KM0006_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KM0006_SP_SET: PIER
 KM0006_STAMPING: 4937
 KM0006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0006
 KM0006  HISTORY     - Date     Condition        Report By
 KM0006  HISTORY     - UNK      MONUMENTED       USGS
 KM0006  HISTORY     - 1908     GOOD             USGS
 KM0006
 KM0006                          STATION DESCRIPTION
 KM0006
 KM0006'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 KM0006'IN DE BEQUE.
 KM0006'AT DE BEQUE, WEST OF MAIN STREET, 150 FEET WEST OF THE DENVER AND RIO
 KM0006'GRANDE WESTERN RAILROAD STATION, AT THE WATER TANK, AND IN THE
 KM0006'PEDESTAL AT THE NORTHWEST PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0170 ***********************************************************************
 LL0170  DESIGNATION -  4939
 LL0170  PID         -  LL0170
 LL0170  STATE/COUNTY-  CO/WELD
 LL0170  USGS QUAD   -  FORT LUPTON (1994)
 LL0170
 LL0170                         *CURRENT SURVEY CONTROL
 LL0170  ___________________________________________________________________
 LL0170* NAD 83(1986)-  40 02 38.     (N)    104 48 29.     (W)     SCALED    
 LL0170* NAVD 88     -      1505.810  (meters)    4940.31   (feet)  POSTED    
 LL0170  ___________________________________________________________________
 LL0170  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 LL0170  DYNAMIC HT  -        1504.450 (meters)    4935.85  (feet)  COMP
 LL0170  MODELED GRAV-     979,669.0   (mgal)                       NAVD 88
 LL0170
 LL0170  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 LL0170
 LL0170.The horizontal coordinates were scaled from a topographic map and have
 LL0170.an estimated accuracy of +/- 6 seconds.
 LL0170
 LL0170.The orthometric height was determined by differential leveling
 LL0170.and adjusted by the National Geodetic Survey in 1992..
 LL0170.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 LL0170.rate of 3.1 thru 4.0 mm/km.
 LL0170
 LL0170.The geoid height was determined by GEOID03.
 LL0170
 LL0170.The dynamic height is computed by dividing the NAVD 88
 LL0170.geopotential number by the normal gravity value computed on the
 LL0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0170.degrees latitude (g = 980.6199 gals.).
 LL0170
 LL0170.The modeled gravity was interpolated from observed gravity values.
 LL0170
 LL0170;                    North         East    Units  Estimated Accuracy
 LL0170;SPC CO N     -   383,920.      973,450.      MT  (+/- 180 meters Scaled)
 LL0170
 LL0170                          SUPERSEDED SURVEY CONTROL
 LL0170
 LL0170  NGVD 29 (??/??/92) 1504.935  (m)         4937.44   (f) ADJ UNCH    1 2
 LL0170
 LL0170.Superseded values are not recommended for survey control.
 LL0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0170.See file dsdata.txt to determine how the superseded data were derived.
 LL0170
 LL0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE163326(NAD 83)
 LL0170_MARKER: P = PIPE CAP
 LL0170_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LL0170_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LL0170_STAMPING: 4939 DENVER
 LL0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0170
 LL0170  HISTORY     - Date     Condition        Report By
 LL0170  HISTORY     - UNK      MONUMENTED       USGS
 LL0170  HISTORY     - 1956     GOOD             NGS
 LL0170  HISTORY     - 1983     MARK NOT FOUND   NGS
 LL0170  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 LL0170
 LL0170                          STATION DESCRIPTION
 LL0170
 LL0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0170'2.8 MI S FROM FORT LUPTON.
 LL0170'2.8 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STAION AT
 LL0170'FORT LUPTON, 39 FEET WEST OF THE WEST RAIL, 34 FEET NORTH OF THE
 LL0170'CENTER LINE OF A GRAVELED RAOD, AT A ROAD CROSSING, 30.5 FEET SOUTH
 LL0170'OF MILEPOST 23, 0.6 FOOT NORTH OF A WITNESS POST, 3 FEET BELOW THE
 LL0170'TOP OF THE RAILS, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH
 LL0170'PROJECTS 0.3 FOOT ABOVE THE GROUND, IN THE SOUTHWEST 1/4 OF SECTION
 LL0170'17, TOWNSHIP 1 NORTH, RANGE 66 WEST.
 LL0170'NOTE--THIS MARK WAS PREVIOUSLY PUBLISHED AND DESIGNATED AS 4939
 LL0170'(USGS) = S 2.
 LL0170
 LL0170                          STATION RECOVERY (1983)
 LL0170
 LL0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0170'THE PIPE WAS RECOVERED WITH THE DISK MISSING.
 LL0170
 LL0170                          STATION RECOVERY (2004)
 LL0170
 LL0170'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0283 ***********************************************************************
 LL0283  DESIGNATION -  4940
 LL0283  PID         -  LL0283
 LL0283  STATE/COUNTY-  CO/WELD
 LL0283  USGS QUAD   -  EATON (1975)
 LL0283
 LL0283                         *CURRENT SURVEY CONTROL
 LL0283  ___________________________________________________________________
 LL0283* NAD 83(1986)-  40 34 57.     (N)    104 43 54.     (W)     SCALED    
 LL0283* NAVD 88     -      1506.223  (meters)    4941.67   (feet)  ADJUSTED  
 LL0283  ___________________________________________________________________
 LL0283  GEOID HEIGHT-         -17.60  (meters)                     GEOID03
 LL0283  DYNAMIC HT  -        1504.962 (meters)    4937.53  (feet)  COMP
 LL0283  MODELED GRAV-     979,734.8   (mgal)                       NAVD 88
 LL0283
 LL0283  VERT ORDER  -  FIRST     CLASS II
 LL0283
 LL0283.The horizontal coordinates were scaled from a topographic map and have
 LL0283.an estimated accuracy of +/- 6 seconds.
 LL0283
 LL0283.The orthometric height was determined by differential leveling
 LL0283.and adjusted by the National Geodetic Survey in June 1991..
 LL0283
 LL0283.The geoid height was determined by GEOID03.
 LL0283
 LL0283.The dynamic height is computed by dividing the NAVD 88
 LL0283.geopotential number by the normal gravity value computed on the
 LL0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0283.degrees latitude (g = 980.6199 gals.).
 LL0283
 LL0283.The modeled gravity was interpolated from observed gravity values.
 LL0283
 LL0283;                    North         East    Units  Estimated Accuracy
 LL0283;SPC CO N     -   443,780.      979,450.      MT  (+/- 180 meters Scaled)
 LL0283
 LL0283                          SUPERSEDED SURVEY CONTROL
 LL0283
 LL0283  NGVD 29 (??/??/92) 1505.309  (m)         4938.67   (f) ADJ UNCH    1 2
 LL0283
 LL0283.Superseded values are not recommended for survey control.
 LL0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0283.See file dsdata.txt to determine how the superseded data were derived.
 LL0283
 LL0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE227924(NAD 83)
 LL0283_MARKER: DB = BENCH MARK DISK
 LL0283_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LL0283_SP_SET: BUILDING
 LL0283_STAMPING: 4940 DENVER
 LL0283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0283
 LL0283  HISTORY     - Date     Condition        Report By
 LL0283  HISTORY     - UNK      MONUMENTED       USGS
 LL0283  HISTORY     - 1956     GOOD             NGS
 LL0283
 LL0283                          STATION DESCRIPTION
 LL0283
 LL0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0283'AT AULT.
 LL0283'AT AULT, 70 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF THE UNION
 LL0283'PACIFIC RAILROAD STATION, 200 FEET WEST OF THE WEST RAIL OF THE MAIN
 LL0283'TRACK, 15 FEET NORTH OF THE NORTH CURB OF 1ST STREET, 23 FEET WEST
 LL0283'OF THE CENTER LINE OF U.S. HIGHWAY 85, 3.6 FEET NORTH OF THE
 LL0283'SOUTHEAST CORNER OF THE COON HARDWARE COMPANY BUILDING, 3.4 FEET
 LL0283'ABOVE THE GROUND, SET VERTICALLY IN THE EAST BRICK WALL OF THE
 LL0283'BUILDING, IN THE SOUTHWEST 1/4 OF SECTION 12, TOWNSHIP 7 NORTH,
 LL0283'RANGE 66 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0284 ***********************************************************************
 LL0284  DESIGNATION -  4940 RESET
 LL0284  PID         -  LL0284
 LL0284  STATE/COUNTY-  CO/WELD
 LL0284  USGS QUAD   -  EATON (1975)
 LL0284
 LL0284                         *CURRENT SURVEY CONTROL
 LL0284  ___________________________________________________________________
 LL0284* NAD 83(1986)-  40 34 56.     (N)    104 43 55.     (W)     SCALED    
 LL0284* NAVD 88     -      1505.428  (meters)    4939.06   (feet)  ADJUSTED  
 LL0284  ___________________________________________________________________
 LL0284  GEOID HEIGHT-         -17.60  (meters)                     GEOID03
 LL0284  DYNAMIC HT  -        1504.167 (meters)    4934.92  (feet)  COMP
 LL0284  MODELED GRAV-     979,734.7   (mgal)                       NAVD 88
 LL0284
 LL0284  VERT ORDER  -  FIRST     CLASS II
 LL0284
 LL0284.The horizontal coordinates were scaled from a topographic map and have
 LL0284.an estimated accuracy of +/- 6 seconds.
 LL0284
 LL0284.The orthometric height was determined by differential leveling
 LL0284.and adjusted by the National Geodetic Survey in June 1991..
 LL0284
 LL0284.The geoid height was determined by GEOID03.
 LL0284
 LL0284.The dynamic height is computed by dividing the NAVD 88
 LL0284.geopotential number by the normal gravity value computed on the
 LL0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0284.degrees latitude (g = 980.6199 gals.).
 LL0284
 LL0284.The modeled gravity was interpolated from observed gravity values.
 LL0284
 LL0284;                    North         East    Units  Estimated Accuracy
 LL0284;SPC CO N     -   443,750.      979,430.      MT  (+/- 180 meters Scaled)
 LL0284
 LL0284                          SUPERSEDED SURVEY CONTROL
 LL0284
 LL0284  NGVD 29 (06/08/92) 1504.553  (m)         4936.19   (f) ADJUSTED    1 2
 LL0284
 LL0284.Superseded values are not recommended for survey control.
 LL0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0284.See file dsdata.txt to determine how the superseded data were derived.
 LL0284
 LL0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE226924(NAD 83)
 LL0284_MARKER: DB = BENCH MARK DISK
 LL0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0284_STAMPING: 4940 DENVER
 LL0284_MARK LOGO: USGS  
 LL0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0284+STABILITY: SURFACE MOTION
 LL0284
 LL0284  HISTORY     - Date     Condition        Report By
 LL0284  HISTORY     - 1968     MONUMENTED       LOCENG
 LL0284  HISTORY     - 1968     GOOD             NGS
 LL0284  HISTORY     - 1983     GOOD             NGS
 LL0284
 LL0284                          STATION DESCRIPTION
 LL0284
 LL0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LL0284'AT AULT.
 LL0284'AT AULT, ABOUT 77 YARDS SOUTHWEST OF THE UNION PACIFIC RAILROAD
 LL0284'STATION, 220 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 43 FEET
 LL0284'WEST OF THE CENTER LINE OF U.S. HIGHWAY 85, ADJACENT TO A CONCRETE
 LL0284'SIDEWALK, 4 FEET FROM A CONCRETE CURB AND GUTTER, SET IN THE TOP OF
 LL0284'A 12 X 12 CONCRETE POST ABOUT LEVEL WITH THE SIDEWALK.
 LL0284
 LL0284                          STATION RECOVERY (1983)
 LL0284
 LL0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0284'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THE
 LL0284'RESET DESCRIPTION STATES THAT THE DISK IS STAMPED 4940 DENVER, BUT IS
 LL0284'STAMPED 4940 DENN. RESET 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0344 ***********************************************************************
 JM0344  DESIGNATION -  4953 RESET
 JM0344  PID         -  JM0344
 JM0344  STATE/COUNTY-  CO/DELTA
 JM0344  USGS QUAD   -  DELTA (1962)
 JM0344
 JM0344                         *CURRENT SURVEY CONTROL
 JM0344  ___________________________________________________________________
 JM0344* NAD 83(1986)-  38 44 24.     (N)    108 04 20.     (W)     SCALED    
 JM0344* NAVD 88     -      1510.740  (meters)    4956.49   (feet)  ADJUSTED  
 JM0344  ___________________________________________________________________
 JM0344  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 JM0344  DYNAMIC HT  -        1509.182 (meters)    4951.37  (feet)  COMP
 JM0344  MODELED GRAV-     979,544.9   (mgal)                       NAVD 88
 JM0344
 JM0344  VERT ORDER  -  FIRST     CLASS II
 JM0344
 JM0344.The horizontal coordinates were scaled from a topographic map and have
 JM0344.an estimated accuracy of +/- 6 seconds.
 JM0344
 JM0344.The orthometric height was determined by differential leveling
 JM0344.and adjusted by the National Geodetic Survey in June 1991..
 JM0344
 JM0344.The geoid height was determined by GEOID03.
 JM0344
 JM0344.The dynamic height is computed by dividing the NAVD 88
 JM0344.geopotential number by the normal gravity value computed on the
 JM0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0344.degrees latitude (g = 980.6199 gals.).
 JM0344
 JM0344.The modeled gravity was interpolated from observed gravity values.
 JM0344
 JM0344;                    North         East    Units  Estimated Accuracy
 JM0344;SPC CO C     -   408,610.      690,810.      MT  (+/- 180 meters Scaled)
 JM0344
 JM0344                          SUPERSEDED SURVEY CONTROL
 JM0344
 JM0344.No superseded survey control is available for this station.
 JM0344
 JM0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH544919(NAD 83)
 JM0344_MARKER: DB = BENCH MARK DISK
 JM0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0344_SP_SET: CONCRETE POST
 JM0344_STAMPING: 4953 RESET 1958
 JM0344_MARK LOGO: USGS  
 JM0344_PROJECTION: PROJECTING 15 CENTIMETERS
 JM0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0344+STABILITY: SURFACE MOTION
 JM0344
 JM0344  HISTORY     - Date     Condition        Report By
 JM0344  HISTORY     - 1958     MONUMENTED       USGS
 JM0344  HISTORY     - 1984     GOOD             NGS
 JM0344
 JM0344                          STATION DESCRIPTION
 JM0344
 JM0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JM0344'IN DELTA.
 JM0344'IN DELTA, AT 500 PALMER STREET, AT THE SOUTHEAST CORNER OF THE COUNTY
 JM0344'COURTHOUSE, 15.0 M (49.2 FT) SOUTH OF THE CENTER OF THE MAIN
 JM0344'ENTRANCE, 3.8 M (12.5 FT) WEST OF THE SOUTHEAST CORNER OF THE
 JM0344'COURTHOUSE, AND 1.4 M (4.6 FT) WEST OF THE CENTER OF THE SOUTHEAST
 JM0344'ENTRANCE DOOR.
 JM0344'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0006 ***********************************************************************
 JM0006  DESIGNATION -  4954.062
 JM0006  PID         -  JM0006
 JM0006  STATE/COUNTY-  CO/DELTA
 JM0006  USGS QUAD   -  DELTA (1962)
 JM0006
 JM0006                         *CURRENT SURVEY CONTROL
 JM0006  ___________________________________________________________________
 JM0006* NAD 83(1986)-  38 44 24.     (N)    108 04 20.     (W)     SCALED    
 JM0006* NAVD 88     -      1510.88   (+/-2cm)    4956.9    (feet)  VERTCON   
 JM0006  ___________________________________________________________________
 JM0006  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 JM0006
 JM0006  VERT ORDER  -  ? (See Below)
 JM0006
 JM0006.The horizontal coordinates were scaled from a topographic map and have
 JM0006.an estimated accuracy of +/- 6 seconds.
 JM0006
 JM0006.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0006.The vertical order pertains to the NGVD 29 superseded value.
 JM0006
 JM0006.The geoid height was determined by GEOID03.
 JM0006
 JM0006;                    North         East    Units  Estimated Accuracy
 JM0006;SPC CO C     -   408,610.      690,810.      MT  (+/- 180 meters Scaled)
 JM0006
 JM0006                          SUPERSEDED SURVEY CONTROL
 JM0006
 JM0006  NGVD 29 (??/??/92) 1509.753  (m)         4953.25   (f) ADJ UNCH    ?  
 JM0006
 JM0006.Superseded values are not recommended for survey control.
 JM0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0006.See file dsdata.txt to determine how the superseded data were derived.
 JM0006
 JM0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH544919(NAD 83)
 JM0006_MARKER: P = PIPE CAP
 JM0006_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JM0006_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JM0006_STAMPING: 4953.248
 JM0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0006
 JM0006  HISTORY     - Date     Condition        Report By
 JM0006  HISTORY     - UNK      MONUMENTED       USGS
 JM0006  HISTORY     - 1950     GOOD             NGS
 JM0006
 JM0006                          STATION DESCRIPTION
 JM0006
 JM0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 JM0006'IN DELTA.
 JM0006'AT DELTA, DELTA COUNTY, AT THE MIDDLE OF THE EAST SIDE OF THE OLD PART
 JM0006'OF THE DELTA COUNTY COURTHOUSE, AND 1-1/2 FEET EAST OF THE FOUNDATION.
 JM0006'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 4953.248 AND
 JM0006'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING ABOUT 8 INCHES
 JM0006'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0007 ***********************************************************************
 KM0007  DESIGNATION -  4959
 KM0007  PID         -  KM0007
 KM0007  STATE/COUNTY-  CO/MESA
 KM0007  USGS QUAD   -  DE BEQUE (1962)
 KM0007
 KM0007                         *CURRENT SURVEY CONTROL
 KM0007  ___________________________________________________________________
 KM0007* NAD 83(1986)-  39 18 10.     (N)    108 14 44.     (W)     SCALED    
 KM0007* NAVD 88     -      1512.012  (meters)    4960.66   (feet)  ADJUSTED  
 KM0007  ___________________________________________________________________
 KM0007  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 KM0007  DYNAMIC HT  -        1510.542 (meters)    4955.84  (feet)  COMP
 KM0007  MODELED GRAV-     979,602.5   (mgal)                       NAVD 88
 KM0007
 KM0007  VERT ORDER  -  SECOND    CLASS 0
 KM0007
 KM0007.The horizontal coordinates were scaled from a topographic map and have
 KM0007.an estimated accuracy of +/- 6 seconds.
 KM0007
 KM0007.The orthometric height was determined by differential leveling
 KM0007.and adjusted by the National Geodetic Survey in June 1991..
 KM0007
 KM0007.The geoid height was determined by GEOID03.
 KM0007
 KM0007.The dynamic height is computed by dividing the NAVD 88
 KM0007.geopotential number by the normal gravity value computed on the
 KM0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0007.degrees latitude (g = 980.6199 gals.).
 KM0007
 KM0007.The modeled gravity was interpolated from observed gravity values.
 KM0007
 KM0007;                    North         East    Units  Estimated Accuracy
 KM0007;SPC CO C     -   471,500.      677,630.      MT  (+/- 180 meters Scaled)
 KM0007
 KM0007                          SUPERSEDED SURVEY CONTROL
 KM0007
 KM0007  NGVD 29 (??/??/92) 1510.967  (m)         4957.23   (f) ADJ UNCH    2 0
 KM0007
 KM0007.Superseded values are not recommended for survey control.
 KM0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0007.See file dsdata.txt to determine how the superseded data were derived.
 KM0007
 KM0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ375539(NAD 83)
 KM0007_MARKER: DD = SURVEY DISK
 KM0007_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KM0007_SP_SET: CULVERT
 KM0007_STAMPING: 4959
 KM0007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0007
 KM0007  HISTORY     - Date     Condition        Report By
 KM0007  HISTORY     - UNK      MONUMENTED       USGS
 KM0007  HISTORY     - 1908     GOOD             USGS
 KM0007
 KM0007                          STATION DESCRIPTION
 KM0007
 KM0007'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 KM0007'3.1 MI SW FROM DE BEQUE.
 KM0007'3.1 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KM0007'FROM DE BEQUE, 200 FEET SOUTHWEST OF MILEPOST NC 47, AND IN THE TOP OF
 KM0007'A STONE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0005 ***********************************************************************
 KM0005  DESIGNATION -  4962
 KM0005  PID         -  KM0005
 KM0005  STATE/COUNTY-  CO/MESA
 KM0005  USGS QUAD   -  DE BEQUE (1962)
 KM0005
 KM0005                         *CURRENT SURVEY CONTROL
 KM0005  ___________________________________________________________________
 KM0005* NAD 83(1986)-  39 21 19.     (N)    108 09 56.     (W)     SCALED    
 KM0005* NAVD 88     -      1513.149  (meters)    4964.39   (feet)  ADJUSTED  
 KM0005  ___________________________________________________________________
 KM0005  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 KM0005  DYNAMIC HT  -        1511.653 (meters)    4959.48  (feet)  COMP
 KM0005  MODELED GRAV-     979,585.8   (mgal)                       NAVD 88
 KM0005
 KM0005  VERT ORDER  -  SECOND    CLASS 0
 KM0005
 KM0005.The horizontal coordinates were scaled from a topographic map and have
 KM0005.an estimated accuracy of +/- 6 seconds.
 KM0005
 KM0005.The orthometric height was determined by differential leveling
 KM0005.and adjusted by the National Geodetic Survey in June 1991..
 KM0005
 KM0005.The geoid height was determined by GEOID03.
 KM0005
 KM0005.The dynamic height is computed by dividing the NAVD 88
 KM0005.geopotential number by the normal gravity value computed on the
 KM0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0005.degrees latitude (g = 980.6199 gals.).
 KM0005
 KM0005.The modeled gravity was interpolated from observed gravity values.
 KM0005
 KM0005;                    North         East    Units  Estimated Accuracy
 KM0005;SPC CO C     -   477,120.      684,700.      MT  (+/- 180 meters Scaled)
 KM0005
 KM0005                          SUPERSEDED SURVEY CONTROL
 KM0005
 KM0005  NGVD 29 (??/??/92) 1512.066  (m)         4960.84   (f) ADJ UNCH    2 0
 KM0005
 KM0005.Superseded values are not recommended for survey control.
 KM0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0005.See file dsdata.txt to determine how the superseded data were derived.
 KM0005
 KM0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ442600(NAD 83)
 KM0005_MARKER: DD = SURVEY DISK
 KM0005_SETTING: 66 = SET IN ROCK OUTCROP
 KM0005_SP_SET: SANDSTONE ROCK
 KM0005_STAMPING: 4962
 KM0005_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0005+STABILITY: POSITION/ELEVATION WELL
 KM0005
 KM0005  HISTORY     - Date     Condition        Report By
 KM0005  HISTORY     - UNK      MONUMENTED       USGS
 KM0005  HISTORY     - 1908     GOOD             USGS
 KM0005
 KM0005                          STATION DESCRIPTION
 KM0005
 KM0005'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 KM0005'2.8 MI NE FROM DE BEQUE.
 KM0005'2.8 MILES NORTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KM0005'FROM DE BEQUE, 360 FEET SOUTHWEST OF MILEPOST NC 41, 40 FEET SOUTHEAST
 KM0005'OF THE TRACK, AND IN THE TOP OF A SANDSTONE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0058 ***********************************************************************
 JK0058  DESIGNATION -  4962
 JK0058  PID         -  JK0058
 JK0058  STATE/COUNTY-  CO/PUEBLO
 JK0058  USGS QUAD   -  PINON (1974)
 JK0058
 JK0058                         *CURRENT SURVEY CONTROL
 JK0058  ___________________________________________________________________
 JK0058* NAD 83(1986)-  38 24 46.     (N)    104 36 28.     (W)     SCALED    
 JK0058* NAVD 88     -      1512.918  (meters)    4963.63   (feet)  ADJUSTED  
 JK0058  ___________________________________________________________________
 JK0058  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 JK0058  DYNAMIC HT  -        1511.341 (meters)    4958.46  (feet)  COMP
 JK0058  MODELED GRAV-     979,534.0   (mgal)                       NAVD 88
 JK0058
 JK0058  VERT ORDER  -  FIRST     CLASS II
 JK0058
 JK0058.The horizontal coordinates were scaled from a topographic map and have
 JK0058.an estimated accuracy of +/- 6 seconds.
 JK0058
 JK0058.The orthometric height was determined by differential leveling
 JK0058.and adjusted by the National Geodetic Survey in June 1991..
 JK0058.WARNING-Repeat measurements at this control monument indicate possible
 JK0058.vertical movement.
 JK0058
 JK0058.The geoid height was determined by GEOID03.
 JK0058
 JK0058.The dynamic height is computed by dividing the NAVD 88
 JK0058.geopotential number by the normal gravity value computed on the
 JK0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0058.degrees latitude (g = 980.6199 gals.).
 JK0058
 JK0058.The modeled gravity was interpolated from observed gravity values.
 JK0058
 JK0058;                    North         East    Units  Estimated Accuracy
 JK0058;SPC CO S     -   498,970.      992,330.      MT  (+/- 180 meters Scaled)
 JK0058
 JK0058                          SUPERSEDED SURVEY CONTROL
 JK0058
 JK0058  NGVD 29 (??/??/92) 1512.020  (m)         4960.69   (f) ADJ UNCH    1 2
 JK0058
 JK0058.Superseded values are not recommended for survey control.
 JK0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0058.See file dsdata.txt to determine how the superseded data were derived.
 JK0058
 JK0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC342516(NAD 83)
 JK0058_MARKER: P = PIPE CAP
 JK0058_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JK0058_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JK0058_STAMPING: 4960.951
 JK0058_MARK LOGO: USGS  
 JK0058_MAGNETIC: P = MARKER IS A STEEL PIPE
 JK0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK0058
 JK0058  HISTORY     - Date     Condition        Report By
 JK0058  HISTORY     - UNK      MONUMENTED       USGS
 JK0058  HISTORY     - 1954     GOOD             NGS
 JK0058  HISTORY     - 1983     GOOD             NGS
 JK0058  HISTORY     - 19960201 GOOD             CODOT
 JK0058
 JK0058                          STATION DESCRIPTION
 JK0058
 JK0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JK0058'11.6 MI N FROM PUEBLO.
 JK0058'11.6 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0058'FROM THE UNION STATION AT PUEBLO, 162 FEET EAST OF THE EAST RAIL,
 JK0058'32 FEET NORTH OF THE CENTER LINE OF A PRIVATE ROAD, 32 FEET WEST
 JK0058'OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 1.3 FEET NORTH OF A
 JK0058'FENCE, 1 FOOT SOUTH OF A WITNESS POST, 1.4 MILES NORTH OF THE SWITCH
 JK0058'TOWER AT BRAGDON, 1.0 MILE SOUTH OF BENCH MARK G 348, RIVETED ON THE
 JK0058'TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 1.4 FEET ABOVE THE
 JK0058'GROUND.
 JK0058
 JK0058                          STATION RECOVERY (1983)
 JK0058
 JK0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JK0058'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 JK0058'0.4 METER (1.3 FT) NORTH OF A WITNESS POST AND FENCE.
 JK0058
 JK0058                          STATION RECOVERY (1996)
 JK0058
 JK0058'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (PG)
 JK0058'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0161 ***********************************************************************
 LL0161  DESIGNATION -  4968
 LL0161  PID         -  LL0161
 LL0161  STATE/COUNTY-  CO/WELD
 LL0161  USGS QUAD   -  PROSPECT VALLEY (1978)
 LL0161
 LL0161                         *CURRENT SURVEY CONTROL
 LL0161  ___________________________________________________________________
 LL0161* NAD 83(1986)-  40 00 03.     (N)    104 24 51.     (W)     SCALED    
 LL0161* NAVD 88     -      1515.060  (meters)    4970.66   (feet)  ADJUSTED  
 LL0161  ___________________________________________________________________
 LL0161  GEOID HEIGHT-         -18.59  (meters)                     GEOID03
 LL0161  DYNAMIC HT  -        1513.721 (meters)    4966.27  (feet)  COMP
 LL0161  MODELED GRAV-     979,689.3   (mgal)                       NAVD 88
 LL0161
 LL0161  VERT ORDER  -  SECOND    CLASS 0
 LL0161
 LL0161.The horizontal coordinates were scaled from a topographic map and have
 LL0161.an estimated accuracy of +/- 6 seconds.
 LL0161
 LL0161.The orthometric height was determined by differential leveling
 LL0161.and adjusted by the National Geodetic Survey in June 1991..
 LL0161
 LL0161.The geoid height was determined by GEOID03.
 LL0161
 LL0161.The dynamic height is computed by dividing the NAVD 88
 LL0161.geopotential number by the normal gravity value computed on the
 LL0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0161.degrees latitude (g = 980.6199 gals.).
 LL0161
 LL0161.The modeled gravity was interpolated from observed gravity values.
 LL0161
 LL0161;                    North         East    Units  Estimated Accuracy
 LL0161;SPC CO N     -   379,480.    1,007,120.      MT  (+/- 180 meters Scaled)
 LL0161
 LL0161                          SUPERSEDED SURVEY CONTROL
 LL0161
 LL0161  NGVD 29 (??/??/92) 1514.217  (m)         4967.89   (f) ADJ UNCH    2 0
 LL0161
 LL0161.Superseded values are not recommended for survey control.
 LL0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0161.See file dsdata.txt to determine how the superseded data were derived.
 LL0161
 LL0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE500280(NAD 83)
 LL0161_MARKER: DD = SURVEY DISK
 LL0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0161+STABILITY: SURFACE MOTION
 LL0161
 LL0161  HISTORY     - Date     Condition        Report By
 LL0161  HISTORY     - UNK      MONUMENTED       USGS
 LL0161  HISTORY     - 1952     GOOD             NGS
 LL0161
 LL0161                          STATION DESCRIPTION
 LL0161
 LL0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 LL0161'5 MI S FROM PROSPECT VALLEY.
 LL0161'5.0 MILES SOUTH ALONG STATE HIGHWAY 79 FROM ITS INTERSECTION WITH
 LL0161'STATE HIGHWAY 52 AT PROSPECT VALLEY, AT THE WELD AND ADAMS COUNTY
 LL0161'LINE, 29 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ON THE EXTENDED
 LL0161'CENTER LINE OF A FIELD ROAD LEADING WEST, 8 FEET NORTH OF THE CENTER
 LL0161'LINE OF A FIELD ROAD LEADING EAST, SET IN THE TOP OF A CONCRETE
 LL0161'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0163 ***********************************************************************
 LL0163  DESIGNATION -  4969
 LL0163  PID         -  LL0163
 LL0163  STATE/COUNTY-  CO/ADAMS
 LL0163  USGS QUAD   -  FORT LUPTON (1994)
 LL0163
 LL0163                         *CURRENT SURVEY CONTROL
 LL0163  ___________________________________________________________________
 LL0163* NAD 83(1986)-  40 00 01.     (N)    104 48 59.     (W)     SCALED    
 LL0163* NAVD 88     -      1514.935  (meters)    4970.25   (feet)  ADJUSTED  
 LL0163  ___________________________________________________________________
 LL0163  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 LL0163  DYNAMIC HT  -        1513.560 (meters)    4965.74  (feet)  COMP
 LL0163  MODELED GRAV-     979,665.5   (mgal)                       NAVD 88
 LL0163
 LL0163  VERT ORDER  -  FIRST     CLASS II
 LL0163
 LL0163.The horizontal coordinates were scaled from a topographic map and have
 LL0163.an estimated accuracy of +/- 6 seconds.
 LL0163
 LL0163.The orthometric height was determined by differential leveling
 LL0163.and adjusted by the National Geodetic Survey in June 1991..
 LL0163
 LL0163.The geoid height was determined by GEOID03.
 LL0163
 LL0163.The dynamic height is computed by dividing the NAVD 88
 LL0163.geopotential number by the normal gravity value computed on the
 LL0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0163.degrees latitude (g = 980.6199 gals.).
 LL0163
 LL0163.The modeled gravity was interpolated from observed gravity values.
 LL0163
 LL0163;                    North         East    Units  Estimated Accuracy
 LL0163;SPC CO N     -   379,080.      972,780.      MT  (+/- 180 meters Scaled)
 LL0163
 LL0163                          SUPERSEDED SURVEY CONTROL
 LL0163
 LL0163  NGVD 29 (??/??/??) 1514.050  (m)         4967.35   (f) ADJUSTED    1 2
 LL0163
 LL0163.Superseded values are not recommended for survey control.
 LL0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0163.See file dsdata.txt to determine how the superseded data were derived.
 LL0163
 LL0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE156278(NAD 83)
 LL0163_MARKER: DD = SURVEY DISK
 LL0163_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LL0163_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LL0163_STAMPING: 4969 DENVER
 LL0163_MARK LOGO: USGS  
 LL0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0163
 LL0163  HISTORY     - Date     Condition        Report By
 LL0163  HISTORY     - UNK      MONUMENTED       USGS
 LL0163  HISTORY     - 1956     GOOD             NGS
 LL0163  HISTORY     - 1983     GOOD             NGS
 LL0163
 LL0163                          STATION DESCRIPTION
 LL0163
 LL0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0163'1 MI N FROM BRIGHTON.
 LL0163'1.0 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 LL0163'BRIGHTON, AT A ROAD CROSSING, AT THE ADAMS AND WELD COUNTY LINE,
 LL0163'23.6 FEET WEST OF THE WEST RAIL, 21.3 FEET NORTHWEST OF A SIGNAL
 LL0163'20.0, 28 FEET SOUTH OF THE CENTER LINE OF AN OILED ROAD, 1 FOOT
 LL0163'NORTH OF A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH IRON
 LL0163'PIPE WHICH PROJECTS 0.3 FEET ABOVE THE GROUND, IN SECTION 1,
 LL0163'TOWNSHIP 1 SOUTH, RANGE 66 WEST.
 LL0163'NOTE-- THIS MARK WAS PREVIOUSLY PUBLISHED AND DESIGNATED AS 4969
 LL0163'(USGS) = R 2.
 LL0163
 LL0163                          STATION RECOVERY (1983)
 LL0163
 LL0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0163'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN BRIGHTON, AT
 LL0163'THE INTERSECTION OF COUNTY ROAD 2 AND THE UNION PACIFIC RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0167 ***********************************************************************
 JM0167  DESIGNATION -  4969
 JM0167  PID         -  JM0167
 JM0167  STATE/COUNTY-  CO/MONTROSE
 JM0167  USGS QUAD   -  PARADOX (1994)
 JM0167
 JM0167                         *CURRENT SURVEY CONTROL
 JM0167  ___________________________________________________________________
 JM0167* NAD 83(1986)-  38 18 37.     (N)    108 53 06.     (W)     SCALED    
 JM0167* NAVD 88     -      1515.182  (meters)    4971.06   (feet)  ADJUSTED  
 JM0167  ___________________________________________________________________
 JM0167  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 JM0167  DYNAMIC HT  -        1513.511 (meters)    4965.58  (feet)  COMP
 JM0167  MODELED GRAV-     979,474.2   (mgal)                       NAVD 88
 JM0167
 JM0167  VERT ORDER  -  SECOND    CLASS 0
 JM0167
 JM0167.The horizontal coordinates were scaled from a topographic map and have
 JM0167.an estimated accuracy of +/- 6 seconds.
 JM0167
 JM0167.The orthometric height was determined by differential leveling
 JM0167.and adjusted by the National Geodetic Survey in June 1991..
 JM0167
 JM0167.The geoid height was determined by GEOID03.
 JM0167
 JM0167.The dynamic height is computed by dividing the NAVD 88
 JM0167.geopotential number by the normal gravity value computed on the
 JM0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0167.degrees latitude (g = 980.6199 gals.).
 JM0167
 JM0167.The modeled gravity was interpolated from observed gravity values.
 JM0167
 JM0167;                    North         East    Units  Estimated Accuracy
 JM0167;SPC CO S     -   492,580.      618,420.      MT  (+/- 180 meters Scaled)
 JM0167
 JM0167                          SUPERSEDED SURVEY CONTROL
 JM0167
 JM0167  NGVD 29 (??/??/92) 1514.045  (m)         4967.33   (f) ADJ UNCH    2 0
 JM0167
 JM0167.Superseded values are not recommended for survey control.
 JM0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0167.See file dsdata.txt to determine how the superseded data were derived.
 JM0167
 JM0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH849423(NAD 83)
 JM0167_MARKER: DD = SURVEY DISK
 JM0167_SETTING: 80 = SET IN A BOULDER
 JM0167_SP_SET: BOULDER
 JM0167_STAMPING: 4969
 JM0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0167+STABILITY: SURFACE MOTION
 JM0167
 JM0167  HISTORY     - Date     Condition        Report By
 JM0167  HISTORY     - UNK      MONUMENTED       USGS
 JM0167  HISTORY     - 1934     GOOD             NGS
 JM0167
 JM0167                          STATION DESCRIPTION
 JM0167
 JM0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JM0167'7.0 MI SE FROM PARADOX.
 JM0167'7.0 MILES SOUTHEAST OF, ALONG STATE HWY. 90, FROM PARADOX POST OFFICE.
 JM0167'ABOUT 0.4 MILE SOUTHEAST OF BEDROCK POST OFFICE.  180 FEET EAST OF
 JM0167'EAST END OF STEEL HIGHWAY BRIDGE OVER DOLORES RIVER.  108 FEET SOUTH
 JM0167'OF TELEPHONE POLE NO. 1542.  42 FEET SOUTH OF CENTERLINE OF STATE HWY.
 JM0167'90.  6 FEET NORTH OF NORTH EDGE OF BARROW PIT.  BRONZE TABLET SET
 JM0167'HORIZONTALLY IN TOP OF SANDSTONE BOULDER 8 FT. LONG, 4 FT. WIDE, 2 FT.
 JM0167'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0034 ***********************************************************************
 JM0034  DESIGNATION -  4974
 JM0034  PID         -  JM0034
 JM0034  STATE/COUNTY-  CO/DELTA
 JM0034  USGS QUAD   -  DELTA (1962)
 JM0034
 JM0034                         *CURRENT SURVEY CONTROL
 JM0034  ___________________________________________________________________
 JM0034* NAD 83(1986)-  38 44 24.     (N)    108 04 20.     (W)     SCALED    
 JM0034* NAVD 88     -      1510.880  (meters)    4956.95   (feet)  ADJUSTED  
 JM0034  ___________________________________________________________________
 JM0034  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 JM0034  DYNAMIC HT  -        1509.322 (meters)    4951.83  (feet)  COMP
 JM0034  MODELED GRAV-     979,544.9   (mgal)                       NAVD 88
 JM0034
 JM0034  VERT ORDER  -  FIRST     CLASS II
 JM0034
 JM0034.The horizontal coordinates were scaled from a topographic map and have
 JM0034.an estimated accuracy of +/- 6 seconds.
 JM0034
 JM0034.The orthometric height was determined by differential leveling
 JM0034.and adjusted by the National Geodetic Survey in June 1991..
 JM0034
 JM0034.The geoid height was determined by GEOID03.
 JM0034
 JM0034.The dynamic height is computed by dividing the NAVD 88
 JM0034.geopotential number by the normal gravity value computed on the
 JM0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0034.degrees latitude (g = 980.6199 gals.).
 JM0034
 JM0034.The modeled gravity was interpolated from observed gravity values.
 JM0034
 JM0034;                    North         East    Units  Estimated Accuracy
 JM0034;SPC CO C     -   408,610.      690,810.      MT  (+/- 180 meters Scaled)
 JM0034
 JM0034                          SUPERSEDED SURVEY CONTROL
 JM0034
 JM0034  NGVD 29 (??/??/92) 1509.753  (m)         4953.25   (f) ADJ UNCH    1 2
 JM0034
 JM0034.Superseded values are not recommended for survey control.
 JM0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0034.See file dsdata.txt to determine how the superseded data were derived.
 JM0034
 JM0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH544919(NAD 83)
 JM0034_MARKER: P = PIPE CAP
 JM0034_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JM0034_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JM0034_STAMPING: 4974
 JM0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0034
 JM0034  HISTORY     - Date     Condition        Report By
 JM0034  HISTORY     - UNK      MONUMENTED       USGS
 JM0034  HISTORY     - 1934     GOOD             NGS
 JM0034
 JM0034                          STATION DESCRIPTION
 JM0034
 JM0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JM0034'IN DELTA.
 JM0034'AT DELTA, DELTA COUNTY, AT THE MIDDLE OF THE EAST SIDE OF THE DELTA
 JM0034'COUNTY COURTHOUSE AND 1 1/2 FEET EAST OF THE FOUNDATION.  A U.S.G.S.
 JM0034'STANDARD CAP STAMPED 4974.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0479 ***********************************************************************
 LL0479  DESIGNATION -  4981
 LL0479  PID         -  LL0479
 LL0479  STATE/COUNTY-  CO/LARIMER
 LL0479  USGS QUAD   -  FORT COLLINS (1984)
 LL0479
 LL0479                         *CURRENT SURVEY CONTROL
 LL0479  ___________________________________________________________________
 LL0479* NAD 83(1986)-  40 35 14.     (N)    105 04 32.     (W)     SCALED    
 LL0479* NAVD 88     -      1518.593  (meters)    4982.25   (feet)  ADJUSTED  
 LL0479  ___________________________________________________________________
 LL0479  GEOID HEIGHT-         -15.88  (meters)                     GEOID03
 LL0479  DYNAMIC HT  -        1517.317 (meters)    4978.06  (feet)  COMP
 LL0479  MODELED GRAV-     979,731.6   (mgal)                       NAVD 88
 LL0479
 LL0479  VERT ORDER  -  FIRST     CLASS II
 LL0479
 LL0479.The horizontal coordinates were scaled from a topographic map and have
 LL0479.an estimated accuracy of +/- 6 seconds.
 LL0479
 LL0479.The orthometric height was determined by differential leveling
 LL0479.and adjusted by the National Geodetic Survey in June 1991..
 LL0479
 LL0479.The geoid height was determined by GEOID03.
 LL0479
 LL0479.The dynamic height is computed by dividing the NAVD 88
 LL0479.geopotential number by the normal gravity value computed on the
 LL0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0479.degrees latitude (g = 980.6199 gals.).
 LL0479
 LL0479.The modeled gravity was interpolated from observed gravity values.
 LL0479
 LL0479;                    North         East    Units  Estimated Accuracy
 LL0479;SPC CO N     -   444,110.      950,330.      MT  (+/- 180 meters Scaled)
 LL0479
 LL0479                          SUPERSEDED SURVEY CONTROL
 LL0479
 LL0479  NGVD 29 (??/??/??) 1517.731  (m)         4979.42   (f) ADJUSTED    1 2
 LL0479
 LL0479.Superseded values are not recommended for survey control.
 LL0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0479.See file dsdata.txt to determine how the superseded data were derived.
 LL0479
 LL0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE936929(NAD 83)
 LL0479_MARKER: DD = SURVEY DISK
 LL0479_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LL0479+WITH SETTING: PAVEMENT
 LL0479_STAMPING: 4981 DENVER
 LL0479_MARK LOGO: USGS  
 LL0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0479+STABILITY: SURFACE MOTION
 LL0479
 LL0479  HISTORY     - Date     Condition        Report By
 LL0479  HISTORY     - UNK      MONUMENTED       USGS
 LL0479  HISTORY     - 1934     GOOD             NGS
 LL0479  HISTORY     - 1984     GOOD             NGS
 LL0479  HISTORY     - 1984     GOOD             NGS
 LL0479
 LL0479                          STATION DESCRIPTION
 LL0479
 LL0479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LL0479'IN FT COLLINS.
 LL0479'IN THE TOWN OF FT COLLINS, IN WEST END OF STONE DOORSILL, MAIN
 LL0479'ENTRANCE TO FIRST NATIONAL BANK, BRONZE TABLET STAMPED 4981 DENVER.
 LL0479
 LL0479                          STATION RECOVERY (1984)
 LL0479
 LL0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0479'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN FORT
 LL0479'COLLINS, IN THE EAST END OF THE SECOND CONCRETE STEP AT THE SOUTHEAST
 LL0479'ENTRANCE TO THE GIFT SHOPPE AND STONE LION BOOK STORE, AT 100 SOUTH
 LL0479'COLLEGE STREET, 1.2 METERS (3.9 FT) SOUTHWEST OF THE SOUTHEAST CORNER
 LL0479'OF THE BUILDING, AND 0.8 METER (2.6 FT) SOUTHEAST OF THE CENTER OF THE
 LL0479'ENTRANCE.  NOTE--1 DENVER IS ALL OF THE STAMPING THAT IS READABLE.
 LL0479'THE MARK IS 0.3 M ABOVE THE SIDEWALK.
 LL0479
 LL0479                          STATION RECOVERY (1984)
 LL0479
 LL0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0479'ADDITIONS AND CORRECTIONS: THE MARK IS NEAR THE NORTHEAST CORNER OF
 LL0479'THE INTERSECTION OF MOUNTAIN AVE AND COLLEGE AVE IN THE EASTERN END
 LL0479'OF THE STONE DOORSILL. THE FIRST NATIONAL BANK IS NO LONGER IN THIS
 LL0479'BUILDING BUT THIS OLD BUILDING STILL HAS THE NAME ON IT AND IS VERY
 LL0479'HISTORIC AND NOTICEABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0290 ***********************************************************************
 LL0290  DESIGNATION -  4990
 LL0290  PID         -  LL0290
 LL0290  STATE/COUNTY-  CO/WELD
 LL0290  USGS QUAD   -  EATON (1975)
 LL0290
 LL0290                         *CURRENT SURVEY CONTROL
 LL0290  ___________________________________________________________________
 LL0290* NAD 83(1986)-  40 36 42.     (N)    104 44 33.     (W)     SCALED    
 LL0290* NAVD 88     -      1521.250  (meters)    4990.97   (feet)  ADJUSTED  
 LL0290  ___________________________________________________________________
 LL0290  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 LL0290  DYNAMIC HT  -        1519.979 (meters)    4986.80  (feet)  COMP
 LL0290  MODELED GRAV-     979,736.1   (mgal)                       NAVD 88
 LL0290
 LL0290  VERT ORDER  -  FIRST     CLASS II
 LL0290
 LL0290.The horizontal coordinates were scaled from a topographic map and have
 LL0290.an estimated accuracy of +/- 6 seconds.
 LL0290
 LL0290.The orthometric height was determined by differential leveling
 LL0290.and adjusted by the National Geodetic Survey in June 1991..
 LL0290
 LL0290.The geoid height was determined by GEOID03.
 LL0290
 LL0290.The dynamic height is computed by dividing the NAVD 88
 LL0290.geopotential number by the normal gravity value computed on the
 LL0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0290.degrees latitude (g = 980.6199 gals.).
 LL0290
 LL0290.The modeled gravity was interpolated from observed gravity values.
 LL0290
 LL0290;                    North         East    Units  Estimated Accuracy
 LL0290;SPC CO N     -   447,010.      978,510.      MT  (+/- 180 meters Scaled)
 LL0290
 LL0290                          SUPERSEDED SURVEY CONTROL
 LL0290
 LL0290  NGVD 29 (??/??/92) 1520.333  (m)         4987.96   (f) ADJ UNCH    1 2
 LL0290
 LL0290.Superseded values are not recommended for survey control.
 LL0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0290.See file dsdata.txt to determine how the superseded data were derived.
 LL0290
 LL0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE217956(NAD 83)
 LL0290_MARKER: P = PIPE CAP
 LL0290_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LL0290_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LL0290_STAMPING: 4990 DENVER 1908
 LL0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0290
 LL0290  HISTORY     - Date     Condition        Report By
 LL0290  HISTORY     - 1908     MONUMENTED       USGS
 LL0290  HISTORY     - 1956     GOOD             NGS
 LL0290  HISTORY     - 1983     MARK NOT FOUND   NGS
 LL0290
 LL0290                          STATION DESCRIPTION
 LL0290
 LL0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0290'1.8 MI S FROM PIERCE.
 LL0290'1.75 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LL0290'AT PIERCE, AT A GRAVELED ROAD CROSSING, 30.6 FEET SOUTH OF THE
 LL0290'4TH POLE NORTH OF MILEPOST 65, 46.6 FEET WEST OF THE WEST RAIL, 32
 LL0290'FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 85, 35.5 FEET NORTH
 LL0290'OF THE CENTER LINE OF A GRAVELED ROAD, 6 FEET WEST OF A  FENCE
 LL0290'CORNER, 0.7 FOOT NORTH OF A WITNESS POST, RIVETED ON THE TOP OF
 LL0290'A 3 1/2 INCH IRON PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND,
 LL0290'IN SECTION 35, TOWNSHIP 8 NORTH, RANGE 66 WEST.
 LL0290
 LL0290                          STATION RECOVERY (1983)
 LL0290
 LL0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0482 ***********************************************************************
 LL0482  DESIGNATION -  4998
 LL0482  PID         -  LL0482
 LL0482  STATE/COUNTY-  CO/LARIMER
 LL0482  USGS QUAD   -  FORT COLLINS (1984)
 LL0482
 LL0482                         *CURRENT SURVEY CONTROL
 LL0482  ___________________________________________________________________
 LL0482* NAD 83(1986)-  40 34 31.     (N)    105 04 53.     (W)     SCALED    
 LL0482* NAVD 88     -      1523.863  (meters)    4999.54   (feet)  ADJUSTED  
 LL0482  ___________________________________________________________________
 LL0482  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 LL0482  DYNAMIC HT  -        1522.579 (meters)    4995.33  (feet)  COMP
 LL0482  MODELED GRAV-     979,729.1   (mgal)                       NAVD 88
 LL0482
 LL0482  VERT ORDER  -  SECOND    CLASS 0
 LL0482
 LL0482.The horizontal coordinates were scaled from a topographic map and have
 LL0482.an estimated accuracy of +/- 6 seconds.
 LL0482
 LL0482.The orthometric height was determined by differential leveling
 LL0482.and adjusted by the National Geodetic Survey in June 1991..
 LL0482
 LL0482.The geoid height was determined by GEOID03.
 LL0482
 LL0482.The dynamic height is computed by dividing the NAVD 88
 LL0482.geopotential number by the normal gravity value computed on the
 LL0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0482.degrees latitude (g = 980.6199 gals.).
 LL0482
 LL0482.The modeled gravity was interpolated from observed gravity values.
 LL0482
 LL0482;                    North         East    Units  Estimated Accuracy
 LL0482;SPC CO N     -   442,780.      949,850.      MT  (+/- 180 meters Scaled)
 LL0482
 LL0482                          SUPERSEDED SURVEY CONTROL
 LL0482
 LL0482  NGVD 29 (??/??/92) 1522.892  (m)         4996.35   (f) ADJ UNCH    2 0
 LL0482
 LL0482.Superseded values are not recommended for survey control.
 LL0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0482.See file dsdata.txt to determine how the superseded data were derived.
 LL0482
 LL0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE931916(NAD 83)
 LL0482_MARKER: DD = SURVEY DISK
 LL0482_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LL0482_SP_SET: BUILDING
 LL0482_STAMPING: 4998 DENVER
 LL0482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0482
 LL0482  HISTORY     - Date     Condition        Report By
 LL0482  HISTORY     - UNK      MONUMENTED       USGS
 LL0482  HISTORY     - 1934     GOOD             NGS
 LL0482  HISTORY     - 1952     GOOD             NGS
 LL0482  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0482  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0482
 LL0482                          STATION DESCRIPTION
 LL0482
 LL0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LL0482'IN FT COLLINS.
 LL0482'IN FT. COLLINS, LARIMER COUNTY, COLORADO, ON CAMPUS OF COLORADO
 LL0482'AGRICULTURAL COLLEGE, AT EAST ENTRANCE OF OLD MAIN BUILDING, ON
 LL0482'NORTH END OF FIRST DOOR STEP.
 LL0482
 LL0482                          STATION RECOVERY (1952)
 LL0482
 LL0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 LL0482'RECOVERED IN GOOD CONDITION.
 LL0482
 LL0482                          STATION RECOVERY (1984)
 LL0482
 LL0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0482'THE BUILDING BURNED AND WAS TORN DOWN.
 LL0482
 LL0482                          STATION RECOVERY (1984)
 LL0482
 LL0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1033 ***********************************************************************
 JK1033  DESIGNATION -  4A
 JK1033  PID         -  JK1033
 JK1033  STATE/COUNTY-  CO/PUEBLO
 JK1033  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1033
 JK1033                         *CURRENT SURVEY CONTROL
 JK1033  ___________________________________________________________________
 JK1033* NAD 83(1992)-  38 25 49.91227(N)    104 16 52.98539(W)     ADJUSTED  
 JK1033* NAVD 88     -      1525.70   (+/-2cm)    5005.6    (feet)  VERTCON   
 JK1033  ___________________________________________________________________
 JK1033  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 JK1033  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 JK1033
 JK1033  HORZ ORDER  -  SECOND
 JK1033  VERT ORDER  -  THIRD ? (See Below)
 JK1033
 JK1033.The horizontal coordinates were established by classical geodetic methods
 JK1033.and adjusted by the National Geodetic Survey in January 1993..
 JK1033
 JK1033.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1033.The vertical order pertains to the NGVD 29 superseded value.
 JK1033
 JK1033.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1033
 JK1033.The geoid height was determined by GEOID03.
 JK1033
 JK1033;                    North         East     Units Scale Factor Converg.
 JK1033;SPC CO S     -   501,261.821 1,020,803.951   MT  0.99999949   +0 44 50.9
 JK1033;SPC CO S     - 1,644,556.49  3,349,087.63   sFT  0.99999949   +0 44 50.9
 JK1033;UTM  13      - 4,253,829.597   562,722.231   MT  0.99964845   +0 26 48.1
 JK1033
 JK1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1033!SPC CO S     -   0.99976380  x   0.99999949  =   0.99976329
 JK1033!UTM  13      -   0.99976380  x   0.99964845  =   0.99941233
 JK1033
 JK1033                          SUPERSEDED SURVEY CONTROL
 JK1033
 JK1033  NAD 83(1986)-  38 25 49.90044(N)    104 16 52.98077(W) AD(       ) 2
 JK1033  NAD 27      -  38 25 49.90890(N)    104 16 51.10484(W) AD(       ) 2
 JK1033  NGVD 29 (07/19/86) 1524.85   (m)         5002.8    (f) LEVELING    3  
 JK1033
 JK1033.Superseded values are not recommended for survey control.
 JK1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1033.See file dsdata.txt to determine how the superseded data were derived.
 JK1033
 JK1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6272253830(NAD 83)
 JK1033
 JK1033  HISTORY     - Date     Condition        Report By
 JK1033  HISTORY     - UNK      MONUMENTED
 JK1033  HISTORY     - 1975     GOOD             NGS
 JK1033
 JK1033                          STATION DESCRIPTION
 JK1033
 JK1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1033'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1033'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1033'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  STATION
 JK1033'MARK IS ABOUT 0.2 MILE SOUTH ALONG THE EAST LIMB OF THE HIGH SPEED
 JK1033'TRACK FROM A CONCRETE BRIDGE THAT SPANS THE EAST LIMB OF THE TRACK
 JK1033'AND ABOUT 200 FEET EAST OF THE TRACK.
 JK1033'
 JK1033'STATION IS A STANDARD TRAVERSE STATION MARK DISK, CLAMPED
 JK1033'TO THE TOP OF A COPPER COVERED STEEL ROD 34 FEET INTO GROUND
 JK1033'AND PROJECTING 6 INCHES, SURROUNDED BY A 4-INCH TILE AND CEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1034 ***********************************************************************
 JK1034  DESIGNATION -  4B
 JK1034  PID         -  JK1034
 JK1034  STATE/COUNTY-  CO/PUEBLO
 JK1034  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1034
 JK1034                         *CURRENT SURVEY CONTROL
 JK1034  ___________________________________________________________________
 JK1034* NAD 83(1992)-  38 25 43.46338(N)    104 16 53.52013(W)     ADJUSTED  
 JK1034* NAVD 88     -      1522.01   (+/-2cm)    4993.5    (feet)  VERTCON   
 JK1034  ___________________________________________________________________
 JK1034  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 JK1034  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 JK1034
 JK1034  HORZ ORDER  -  SECOND
 JK1034  VERT ORDER  -  THIRD ? (See Below)
 JK1034
 JK1034.The horizontal coordinates were established by classical geodetic methods
 JK1034.and adjusted by the National Geodetic Survey in January 1993..
 JK1034
 JK1034.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1034.The vertical order pertains to the NGVD 29 superseded value.
 JK1034
 JK1034.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1034
 JK1034.The geoid height was determined by GEOID03.
 JK1034
 JK1034;                    North         East     Units Scale Factor Converg.
 JK1034;SPC CO S     -   501,062.820 1,020,793.576   MT  0.99999916   +0 44 50.6
 JK1034;SPC CO S     - 1,643,903.60  3,349,053.59   sFT  0.99999916   +0 44 50.6
 JK1034;UTM  13      - 4,253,630.723   562,710.815   MT  0.99964843   +0 26 47.7
 JK1034
 JK1034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1034!SPC CO S     -   0.99976438  x   0.99999916  =   0.99976354
 JK1034!UTM  13      -   0.99976438  x   0.99964843  =   0.99941289
 JK1034
 JK1034                          SUPERSEDED SURVEY CONTROL
 JK1034
 JK1034  NAD 83(1986)-  38 25 43.45155(N)    104 16 53.51550(W) AD(       ) 2
 JK1034  NAD 27      -  38 25 43.45989(N)    104 16 51.63951(W) AD(       ) 2
 JK1034  NGVD 29 (07/19/86) 1521.16   (m)         4990.7    (f) LEVELING    3  
 JK1034
 JK1034.Superseded values are not recommended for survey control.
 JK1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1034.See file dsdata.txt to determine how the superseded data were derived.
 JK1034
 JK1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6271153631(NAD 83)
 JK1034
 JK1034  HISTORY     - Date     Condition        Report By
 JK1034  HISTORY     - UNK      MONUMENTED
 JK1034  HISTORY     - 1975     GOOD             NGS
 JK1034
 JK1034                          STATION DESCRIPTION
 JK1034
 JK1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1034'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1034'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1034'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  STATION
 JK1034'MARK IS ABOUT 0.3 MILE SOUTH ALONG THE EAST LIMB OF THE HIGH SPEED
 JK1034'TRACK FROM A CONCRETE BRIDGE THAT SPANS THE EAST LIMB OF THE TRACK
 JK1034'AND ABOUT 120 FEET EAST OF THE TRACK.
 JK1034'
 JK1034'STATION IS A STANDARD TRAVERSE STATION MARK DISK, SET IN
 JK1034'THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 6 INCHES AND ABOUT
 JK1034'5 FEET INTO THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1035 ***********************************************************************
 JK1035  DESIGNATION -  4C
 JK1035  PID         -  JK1035
 JK1035  STATE/COUNTY-  CO/PUEBLO
 JK1035  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1035
 JK1035                         *CURRENT SURVEY CONTROL
 JK1035  ___________________________________________________________________
 JK1035* NAD 83(1992)-  38 25 36.98283(N)    104 16 53.80196(W)     ADJUSTED  
 JK1035* NAVD 88     -      1518.87   (+/-2cm)    4983.2    (feet)  VERTCON   
 JK1035  ___________________________________________________________________
 JK1035  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 JK1035  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 JK1035
 JK1035  HORZ ORDER  -  SECOND
 JK1035  VERT ORDER  -  THIRD ? (See Below)
 JK1035
 JK1035.The horizontal coordinates were established by classical geodetic methods
 JK1035.and adjusted by the National Geodetic Survey in January 1993..
 JK1035
 JK1035.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1035.The vertical order pertains to the NGVD 29 superseded value.
 JK1035
 JK1035.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1035
 JK1035.The geoid height was determined by GEOID03.
 JK1035
 JK1035;                    North         East     Units Scale Factor Converg.
 JK1035;SPC CO S     -   500,862.923 1,020,789.347   MT  0.99999884   +0 44 50.4
 JK1035;SPC CO S     - 1,643,247.77  3,349,039.72   sFT  0.99999884   +0 44 50.4
 JK1035;UTM  13      - 4,253,430.921   562,705.539   MT  0.99964842   +0 26 47.4
 JK1035
 JK1035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1035!SPC CO S     -   0.99976487  x   0.99999884  =   0.99976371
 JK1035!UTM  13      -   0.99976487  x   0.99964842  =   0.99941338
 JK1035
 JK1035                          SUPERSEDED SURVEY CONTROL
 JK1035
 JK1035  NAD 83(1986)-  38 25 36.97099(N)    104 16 53.79732(W) AD(       ) 2
 JK1035  NAD 27      -  38 25 36.97921(N)    104 16 51.92127(W) AD(       ) 2
 JK1035  NGVD 29 (07/19/86) 1518.02   (m)         4980.4    (f) LEVELING    3  
 JK1035
 JK1035.Superseded values are not recommended for survey control.
 JK1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1035.See file dsdata.txt to determine how the superseded data were derived.
 JK1035
 JK1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6270653431(NAD 83)
 JK1035
 JK1035  HISTORY     - Date     Condition        Report By
 JK1035  HISTORY     - UNK      MONUMENTED
 JK1035  HISTORY     - 1975     GOOD             NGS
 JK1035
 JK1035                          STATION DESCRIPTION
 JK1035
 JK1035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1035'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1035'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS LOCATED ABOUT
 JK1035'21 MILES NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.
 JK1035'STATION MARK IS ABOUT 0.45 MILE SOUTH OF A CONCRETE MONUMENT THAT
 JK1035'SPANS THE EAST LIMB OF THE HIGH SPEED TRACK AND ABOUT 140 FEET
 JK1035'EAST OF THE TRACK.
 JK1035'
 JK1035'STATION IS A STANDARD TRAVERSE STATION MARK DISK, CLAMPED
 JK1035'TO THE TOP OF A COPPER COVERED STEEL ROD 26 FEET INTO THE GROUND AND
 JK1035'DISK PROJECTS 8 INCHES, SURROUNDED BY A 4-INCH TILE AND CEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1036 ***********************************************************************
 JK1036  DESIGNATION -  4D
 JK1036  PID         -  JK1036
 JK1036  STATE/COUNTY-  CO/PUEBLO
 JK1036  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1036
 JK1036                         *CURRENT SURVEY CONTROL
 JK1036  ___________________________________________________________________
 JK1036* NAD 83(1992)-  38 25 30.48152(N)    104 16 54.75301(W)     ADJUSTED  
 JK1036* NAVD 88     -      1515.31   (+/-2cm)    4971.5    (feet)  VERTCON   
 JK1036  ___________________________________________________________________
 JK1036  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 JK1036  GEOID HEIGHT-         -20.01  (meters)                     GEOID03
 JK1036
 JK1036  HORZ ORDER  -  SECOND
 JK1036  VERT ORDER  -  THIRD ? (See Below)
 JK1036
 JK1036.The horizontal coordinates were established by classical geodetic methods
 JK1036.and adjusted by the National Geodetic Survey in January 1993..
 JK1036
 JK1036.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1036.The vertical order pertains to the NGVD 29 superseded value.
 JK1036
 JK1036.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1036
 JK1036.The geoid height was determined by GEOID03.
 JK1036
 JK1036;                    North         East     Units Scale Factor Converg.
 JK1036;SPC CO S     -   500,662.174 1,020,768.895   MT  0.99999851   +0 44 49.8
 JK1036;SPC CO S     - 1,642,589.15  3,348,972.62   sFT  0.99999851   +0 44 49.8
 JK1036;UTM  13      - 4,253,230.352   562,684.040   MT  0.99964839   +0 26 46.8
 JK1036
 JK1036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1036!SPC CO S     -   0.99976543  x   0.99999851  =   0.99976394
 JK1036!UTM  13      -   0.99976543  x   0.99964839  =   0.99941390
 JK1036
 JK1036:                Primary Azimuth Mark                     Grid Az
 JK1036:SPC CO S     -  SOUTHEAST                                003 36 24.7
 JK1036:UTM  13      -  SOUTHEAST                                003 54 27.7
 JK1036
 JK1036|---------------------------------------------------------------------|
 JK1036| PID    Reference Object                     Distance      Geod. Az  |
 JK1036|                                                           dddmmss.s |
 JK1036| JK1030 SOUTHEAST                           APPROX. 0.8 KM 0042114.5 |
 JK1036| JK1035 4C                                  201.788 METERS 00634     |
 JK1036| JK1037 4E                                  201.453 METERS 18533     |
 JK1036| JK1040 5                                   APPROX. 0.6 KM 1914414.4 |
 JK1036|---------------------------------------------------------------------|
 JK1036
 JK1036                          SUPERSEDED SURVEY CONTROL
 JK1036
 JK1036  NAD 83(1986)-  38 25 30.46969(N)    104 16 54.74836(W) AD(       ) 2
 JK1036  NAD 27      -  38 25 30.47779(N)    104 16 52.87223(W) AD(       ) 2
 JK1036  NGVD 29 (07/19/86) 1514.46   (m)         4968.7    (f) LEVELING    3  
 JK1036
 JK1036.Superseded values are not recommended for survey control.
 JK1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1036.See file dsdata.txt to determine how the superseded data were derived.
 JK1036
 JK1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6268453230(NAD 83)
 JK1036
 JK1036  HISTORY     - Date     Condition        Report By
 JK1036  HISTORY     - UNK      MONUMENTED
 JK1036  HISTORY     - 1975     GOOD             NGS
 JK1036
 JK1036                          STATION DESCRIPTION
 JK1036
 JK1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1036'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1036'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS LOCATED ABOUT
 JK1036'21 MILES NORTHEAST OF PUEBLO AND 13 MILES NORTH OF BOONE.  STATION
 JK1036'MARK IS ABOUT 0.55 MILE SOUTH OF A CONCRETE BRIDGE THAT SPANS THE
 JK1036'EAST LIMB OF THE HIGH SPEED TRACK AND ABOUT 128 FEET EAST OF THE
 JK1036'TRACK.
 JK1036'
 JK1036'STATION IS A STANDARD TRAVERSE STATION MARK DISK, CLAMPED
 JK1036'TO THE TOP OF A COPPER COVERED STEEL ROD DRIVEN INTO THE GROUND
 JK1036'20 FEET AND PROJECTS ABOUT 8 INCHES, SURROUNDED BY A 4-INCH TILE
 JK1036'AND CEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1037 ***********************************************************************
 JK1037  DESIGNATION -  4E
 JK1037  PID         -  JK1037
 JK1037  STATE/COUNTY-  CO/PUEBLO
 JK1037  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1037
 JK1037                         *CURRENT SURVEY CONTROL
 JK1037  ___________________________________________________________________
 JK1037* NAD 83(1992)-  38 25 23.97890(N)    104 16 55.55740(W)     ADJUSTED  
 JK1037* NAVD 88     -      1513.48   (+/-2cm)    4965.5    (feet)  VERTCON   
 JK1037  ___________________________________________________________________
 JK1037  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 JK1037  GEOID HEIGHT-         -20.01  (meters)                     GEOID03
 JK1037
 JK1037  HORZ ORDER  -  SECOND
 JK1037  VERT ORDER  -  THIRD ? (See Below)
 JK1037
 JK1037.The horizontal coordinates were established by classical geodetic methods
 JK1037.and adjusted by the National Geodetic Survey in January 1993..
 JK1037
 JK1037.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1037.The vertical order pertains to the NGVD 29 superseded value.
 JK1037
 JK1037.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1037
 JK1037.The geoid height was determined by GEOID03.
 JK1037
 JK1037;                    North         East     Units Scale Factor Converg.
 JK1037;SPC CO S     -   500,461.432 1,020,751.999   MT  0.99999819   +0 44 49.3
 JK1037;SPC CO S     - 1,641,930.55  3,348,917.18   sFT  0.99999819   +0 44 49.3
 JK1037;UTM  13      - 4,253,029.771   562,666.097   MT  0.99964836   +0 26 46.2
 JK1037
 JK1037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1037!SPC CO S     -   0.99976572  x   0.99999819  =   0.99976391
 JK1037!UTM  13      -   0.99976572  x   0.99964836  =   0.99941416
 JK1037
 JK1037                          SUPERSEDED SURVEY CONTROL
 JK1037
 JK1037  NAD 83(1986)-  38 25 23.96707(N)    104 16 55.55275(W) AD(       ) 2
 JK1037  NAD 27      -  38 25 23.97505(N)    104 16 53.67654(W) AD(       ) 2
 JK1037  NGVD 29 (07/19/86) 1512.63   (m)         4962.7    (f) LEVELING    3  
 JK1037
 JK1037.Superseded values are not recommended for survey control.
 JK1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1037.See file dsdata.txt to determine how the superseded data were derived.
 JK1037
 JK1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6266653030(NAD 83)
 JK1037
 JK1037  HISTORY     - Date     Condition        Report By
 JK1037  HISTORY     - UNK      MONUMENTED
 JK1037  HISTORY     - 1975     GOOD             NGS
 JK1037
 JK1037                          STATION DESCRIPTION
 JK1037
 JK1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1037'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1037'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1037'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  STATION
 JK1037'MARK IS ABOUT 0.7 MILE SOUTH ALONG THE EAST LIMB OF THE HIGH SPEED
 JK1037'TRACK FROM A CONCRETE BRIDGE THAT SPANS THE EAST LIMB OF THE TRACK
 JK1037'AND ABOUT 200 FEET EAST OF THE TRACK.
 JK1037'
 JK1037'STATION IS A STANDARD TRAVERSE STATION MARK DISK, CLAMPED
 JK1037'TO THE TOP OF A COPPER STEEL ROD DRIVEN INTO THE GROUND 36 FEET AND
 JK1037'DISK PROJECTS 4 INCHES, SURROUNDED BY A 4-INCH TILE AND CEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1039 ***********************************************************************
 JK1039  DESIGNATION -  4F
 JK1039  PID         -  JK1039
 JK1039  STATE/COUNTY-  CO/PUEBLO
 JK1039  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1039
 JK1039                         *CURRENT SURVEY CONTROL
 JK1039  ___________________________________________________________________
 JK1039* NAD 83(1992)-  38 25 17.61964(N)    104 16 57.19700(W)     ADJUSTED  
 JK1039* NAVD 88     -      1511.95   (+/-2cm)    4960.5    (feet)  VERTCON   
 JK1039  ___________________________________________________________________
 JK1039  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 JK1039  GEOID HEIGHT-         -20.01  (meters)                     GEOID03
 JK1039
 JK1039  HORZ ORDER  -  SECOND
 JK1039  VERT ORDER  -  THIRD ? (See Below)
 JK1039
 JK1039.The horizontal coordinates were established by classical geodetic methods
 JK1039.and adjusted by the National Geodetic Survey in January 1993..
 JK1039
 JK1039.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1039.The vertical order pertains to the NGVD 29 superseded value.
 JK1039
 JK1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1039
 JK1039.The geoid height was determined by GEOID03.
 JK1039
 JK1039;                    North         East     Units Scale Factor Converg.
 JK1039;SPC CO S     -   500,264.845 1,020,714.786   MT  0.99999787   +0 44 48.3
 JK1039;SPC CO S     - 1,641,285.58  3,348,795.09   sFT  0.99999787   +0 44 48.3
 JK1039;UTM  13      - 4,252,833.452   562,627.865   MT  0.99964830   +0 26 45.1
 JK1039
 JK1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1039!SPC CO S     -   0.99976596  x   0.99999787  =   0.99976383
 JK1039!UTM  13      -   0.99976596  x   0.99964830  =   0.99941434
 JK1039
 JK1039                          SUPERSEDED SURVEY CONTROL
 JK1039
 JK1039  NAD 83(1986)-  38 25 17.60781(N)    104 16 57.19234(W) AD(       ) 2
 JK1039  NAD 27      -  38 25 17.61567(N)    104 16 55.31603(W) AD(       ) 2
 JK1039  NGVD 29 (07/19/86) 1511.10   (m)         4957.7    (f) LEVELING    3  
 JK1039
 JK1039.Superseded values are not recommended for survey control.
 JK1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1039.See file dsdata.txt to determine how the superseded data were derived.
 JK1039
 JK1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6262852833(NAD 83)
 JK1039
 JK1039  HISTORY     - Date     Condition        Report By
 JK1039  HISTORY     - UNK      MONUMENTED
 JK1039  HISTORY     - 1975     GOOD             NGS
 JK1039
 JK1039                          STATION DESCRIPTION
 JK1039
 JK1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1039'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1039'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1039'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  STATION
 JK1039'MARK IS ABOUT 0.8 MILE SOUTH ALONG THE EAST LIMB OF THE HIGH SPEED
 JK1039'TRACK FROM A CONCRETE BRIDGE THAT SPANS THE EAST LIMB OF THE TRACK
 JK1039'AND ABOUT 115 FEET EAST OF THE TRACK.
 JK1039'
 JK1039'STATION IS A STANDARD TRAVERSE STATION MARK DISK, CLAMPED
 JK1039'TO THE TOP OF A COPPER COVERED STEEL ROD DRIVEN INTO THE GROUND
 JK1039'23 FEET AND THE DISK PROJECTS 4 INCHES, SURROUNDED BY A 4-INCH TILE
 JK1039'AND CEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH8853 ***********************************************************************
 DH8853  SACS        -  This is a Secondary Airport Control Station.
 DH8853  DESIGNATION -  4V0 C
 DH8853  PID         -  DH8853
 DH8853  STATE/COUNTY-  CO/RIO BLANCO
 DH8853  USGS QUAD   -  RANGELY (1972)
 DH8853
 DH8853                         *CURRENT SURVEY CONTROL
 DH8853  ___________________________________________________________________
 DH8853* NAD 83(1992)-  40 05 28.63992(N)    108 46 25.97820(W)     ADJUSTED  
 DH8853* NAVD 88     -      1598.35   (meters)    5243.9    (feet)  GPS OBS   
 DH8853  ___________________________________________________________________
 DH8853  X           -  -1,572,930.971 (meters)                     COMP
 DH8853  Y           -  -4,627,367.374 (meters)                     COMP
 DH8853  Z           -   4,086,763.988 (meters)                     COMP
 DH8853  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 DH8853  ELLIP HEIGHT-        1581.89  (meters)          (03/15/06) GPS OBS
 DH8853  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 DH8853
 DH8853  HORZ ORDER  -  FIRST
 DH8853  ELLP ORDER  -  FOURTH    CLASS I
 DH8853
 DH8853.This mark is at Rangely Airport (4V0)
 DH8853
 DH8853.The horizontal coordinates were established by GPS observations
 DH8853.and adjusted by the WOOLPERT CONSULTANTS in March 2006..
 DH8853
 DH8853.The orthometric height was determined by GPS observations and a
 DH8853.high-resolution geoid model.
 DH8853
 DH8853.GPS derived orthometric heights for airport stations designated as
 DH8853.PACS or SACS are published to 2 decimal places.  This maintains
 DH8853.centimeter relative accuracy between the PACS and SACS.  It does
 DH8853.not indicate centimeter accuracy relative to other marks which are
 DH8853.part of the NAVD 88 network.
 DH8853
 DH8853.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH8853
 DH8853.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH8853
 DH8853.The ellipsoidal height was determined by GPS observations
 DH8853.and is referenced to NAD 83.
 DH8853
 DH8853.The geoid height was determined by GEOID03.
 DH8853
 DH8853;                    North         East     Units Scale Factor Converg.
 DH8853;SPC CO N     -   394,109.603   635,279.390   MT  0.99996070   -2 06 55.3
 DH8853;SPC CO N     - 1,293,007.92  2,084,245.80   sFT  0.99996070   -2 06 55.3
 DH8853;UTM  12      - 4,440,264.375   689,775.648   MT  1.00004337   +1 26 02.6
 DH8853
 DH8853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH8853!SPC CO N     -   0.99975190  x   0.99996070  =   0.99971261
 DH8853!UTM  12      -   0.99975190  x   1.00004337  =   0.99979526
 DH8853
 DH8853                          SUPERSEDED SURVEY CONTROL
 DH8853
 DH8853.No superseded survey control is available for this station.
 DH8853
 DH8853_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK8977640264(NAD 83)
 DH8853_MARKER: DD = SURVEY DISK
 DH8853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8853_STAMPING: 4V0 C 2005
 DH8853_MARK LOGO: WOOLPT
 DH8853_PROJECTION: FLUSH
 DH8853_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH8853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8853+STABILITY: SURFACE MOTION
 DH8853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8853+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 DH8853
 DH8853  HISTORY     - Date     Condition        Report By
 DH8853  HISTORY     - 20051115 MONUMENTED       WOOLPT
 DH8853
 DH8853                          STATION DESCRIPTION
 DH8853
 DH8853'DESCRIBED BY WOOLPERT CONSULTANTS 2005
 DH8853'DESCRIBED BY WOOLPERT, INC.  (2005) (KCH) THE STATION IS LOCATED ABOUT
 DH8853'4.5 KM (2.80 MI) EAST OF RANGELY, AT THE RANGELY AIRPORT.  IT IS AT
 DH8853'THE WEST END OF RUNWAY 6-24, SOUTH OF RUNWAY 6-24 AND NORTH OF STATE
 DH8853'HIGHWAY 64, IN THE SOUTHEAST QUARTER OF SECTION 31, T 2 N, R 101 WEST
 DH8853'THE AIRPORT IS NOT CONTROLLED.  CONTACT THE AIRPORT MANAGER MR JERRY
 DH8853'STEEL TELEPHONE 970-878-5601.  OWNERSHIP--RIO BLANCO COUNTY.   TO
 DH8853'REACH THE STATION FRON THE JUNCTION OF STATE HIGHWAY 64 AND 139 (2 KM
 DH8853'EAST OF RANGELY), GO EAST ON HIGHWAY 64 FOR 1.8 KM (1.1 MI) TO THE
 DH8853'AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, NORTH, FOR 0.24 KM (0.15 MI)
 DH8853'TO A LOCKED GATE ON THE EAST SIDE OF THE AIRPORT OFFICE.  PASS THROUGH
 DH8853'GATE, THEN VEER LEFT, WEST, ACROSS APRON FOR 0.2 KM (0.1 MI) TO THE
 DH8853'APRON EDGE AND WEST RAMP.  TURN RIGHT, NORTH, ON THE RAMP FOR 0.08 KM
 DH8853'(0.05 MI) TO TAXIWAY A.  TURN LEFT, WEST, ON TAXIWAY A FOR 1.3 KM (0.8
 DH8853'MI) TO THE STATION ON LEFT, ON THE TOP OF THE CUT BANK. THE MARK IS A
 DH8853'WOOLPERT DISK SET IN THE TOP OF A CONCRETE POST.  IT IS 97 M (318.2
 DH8853'FT) EAST OF THE CENTER OF THE COMPASS ROSE IN RUNUP AREA A8, AT THE
 DH8853'WEST END OF TAXIWAY A, 28.5 M (93.5 FT) NORTH OF THE CENTER WOODEN
 DH8853'BRACE POST OF FIVE WOODEN BRACE POSTS IN THE PERIMETER FENCE AND 23 M
 DH8853'(75.5 FT) SOUTH-SOUTHEAST OF THE CENTER OF TAXIWAY A.  THIS STATION IS
 DH8853'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5883 ***********************************************************************
 AI5883  SACS        -  This is a Secondary Airport Control Station.
 AI5883  DESIGNATION -  4V1 A
 AI5883  PID         -  AI5883
 AI5883  STATE/COUNTY-  CO/HUERFANO
 AI5883  USGS QUAD   -  WALSENBURG NORTH (1963)
 AI5883
 AI5883                         *CURRENT SURVEY CONTROL
 AI5883  ___________________________________________________________________
 AI5883* NAD 83(1992)-  37 41 51.72029(N)    104 47 33.29255(W)     ADJUSTED  
 AI5883* NAVD 88     -      1843.16   (meters)    6047.1    (feet)  GPS OBS   
 AI5883  ___________________________________________________________________
 AI5883  X           -  -1,290,507.909 (meters)                     COMP
 AI5883  Y           -  -4,886,938.417 (meters)                     COMP
 AI5883  Z           -   3,880,065.287 (meters)                     COMP
 AI5883  LAPLACE CORR-          -7.69  (seconds)                    DEFLEC99
 AI5883  ELLIP HEIGHT-        1825.20  (meters)          (10/21/02) GPS OBS
 AI5883  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 AI5883
 AI5883  HORZ ORDER  -  FIRST
 AI5883  ELLP ORDER  -  FIFTH     CLASS I
 AI5883
 AI5883.This mark is at Spanish Peaks Airfield Airport  (4V1)
 AI5883
 AI5883.The horizontal coordinates were established by GPS observations
 AI5883.and adjusted by the National Geodetic Survey in June 2000..
 AI5883
 AI5883.The orthometric height was determined by GPS observations and a
 AI5883.high-resolution geoid model.
 AI5883
 AI5883.GPS derived orthometric heights for airport stations designated as
 AI5883.PACS or SACS are published to 2 decimal places.  This maintains
 AI5883.centimeter relative accuracy between the PACS and SACS.  It does
 AI5883.not indicate centimeter accuracy relative to other marks which are
 AI5883.part of the NAVD 88 network.
 AI5883
 AI5883.Photographs are available for this station.
 AI5883
 AI5883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5883
 AI5883.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5883
 AI5883.The ellipsoidal height was determined by GPS observations
 AI5883.and is referenced to NAD 83.
 AI5883
 AI5883.The geoid height was determined by GEOID03.
 AI5883
 AI5883;                    North         East     Units Scale Factor Converg.
 AI5883;SPC CO S     -   419,464.659   976,786.522   MT  0.99994822   +0 26 02.1
 AI5883;SPC CO S     - 1,376,193.64  3,204,673.78   sFT  0.99994822   +0 26 02.1
 AI5883;UTM  13      - 4,172,295.318   518,285.321   MT  0.99960412   +0 07 36.6
 AI5883
 AI5883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5883!SPC CO S     -   0.99971367  x   0.99994822  =   0.99966191
 AI5883!UTM  13      -   0.99971367  x   0.99960412  =   0.99931791
 AI5883
 AI5883                          SUPERSEDED SURVEY CONTROL
 AI5883
 AI5883  ELLIP H (06/30/00) 1825.21   (m)                       GP(       ) 1 1
 AI5883
 AI5883.Superseded values are not recommended for survey control.
 AI5883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5883.See file dsdata.txt to determine how the superseded data were derived.
 AI5883
 AI5883_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB1828572295(NAD 83)
 AI5883_MARKER: DD = SURVEY DISK
 AI5883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5883_STAMPING: 4V1 A 1999
 AI5883_MARK LOGO: NGS   
 AI5883_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5883+STABILITY: SURFACE MOTION
 AI5883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5883+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5883
 AI5883  HISTORY     - Date     Condition        Report By
 AI5883  HISTORY     - 1999     MONUMENTED       MSAM
 AI5883
 AI5883                          STATION DESCRIPTION
 AI5883
 AI5883'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AI5883'THE STATION IS LOCATED ABOUT 65 KM (40.40 MI) SOUTHWEST OF PUEBLO AND
 AI5883'10 KM (6.20 MI) NORTHWEST OF WALSENBURG COLORADO, AT THE SPANISH PEAKS
 AI5883'AIRPORT.  IT IS NORTH OF RUNWAY 8-26 AND NORTH OF THE OLD TERMINIAL
 AI5883'BUILDING.  ACCESS ON THE AIRPORT IS NOT CONTROLLED, CONTACT CARL
 AI5883'MARTINI AT 2131 STATE HIGHWAY 181, RYE, COLORADO 81069, TELEPHONE
 AI5883'719-676-3300.  OWNERSHIP--SPANISH PEAKS AIRPORT
 AI5883'TO REACH THE STATION FROM INTERSTATE 25 AT EXIT 55 (AIRPORT ROAD) , GO
 AI5883'EAST FOR 0.1 MI (0.2 KM) TO A FRONTAGE ROAD.  TURN LEFT, NORTH, FOR
 AI5883'0.2 MI (0.3 KM) TO A SIDE ROAD RIGHT.  TURN RIGHT, EAST, ON COUNTY
 AI5883'ROAD 54 FOR 1.05 MI (1.69 KM) TO THE WEST END OF RUNWAY 8-26. TURN
 AI5883'LEFT, CROSS THE RUNWAY.  TURN LEFT, WEST, ON A TAXIWAY FOR 0.05 MI
 AI5883'(0.08 KM) TO THE STATION ON THE RIGHT
 AI5883'THE MARK IS A NGS BRASS SURVEY DISK SET IN THE TOP CENTER OF A
 AI5883'CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 59 M (193.6 FT) NORTH OF
 AI5883'THE EXTENDED NORTH EDGE OF RUNWAY 8-26, 9.7 M (31.8 FT) EAST OF THE
 AI5883'CENTER OF A TAXIWAY, 1.2 M (3.9 FT) NORTHWEST OF A FENCE CORNER, 0.7 M
 AI5883'(2.3 FT) WEST OF A FENCE.  THIS STATION IS DESIGNATED AS A SECONDARY
 AI5883'AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5884 ***********************************************************************
 AI5884  PACS        -  This is a Primary Airport Control Station.
 AI5884  DESIGNATION -  4V1 B
 AI5884  PID         -  AI5884
 AI5884  STATE/COUNTY-  CO/HUERFANO
 AI5884  USGS QUAD   -  WALSENBURG NORTH (1963)
 AI5884
 AI5884                         *CURRENT SURVEY CONTROL
 AI5884  ___________________________________________________________________
 AI5884* NAD 83(1992)-  37 41 50.51438(N)    104 47 08.74323(W)     ADJUSTED  
 AI5884* NAVD 88     -      1839.70   (meters)    6035.7    (feet)  GPS OBS   
 AI5884  ___________________________________________________________________
 AI5884  X           -  -1,289,931.365 (meters)                     COMP
 AI5884  Y           -  -4,887,111.302 (meters)                     COMP
 AI5884  Z           -   3,880,033.732 (meters)                     COMP
 AI5884  LAPLACE CORR-          -7.57  (seconds)                    DEFLEC99
 AI5884  ELLIP HEIGHT-        1821.72  (meters)          (10/21/02) GPS OBS
 AI5884  GEOID HEIGHT-         -17.92  (meters)                     GEOID03
 AI5884
 AI5884  HORZ ORDER  -  B
 AI5884  ELLP ORDER  -  FIFTH     CLASS I
 AI5884
 AI5884.This mark is at Spanish Peaks Airfield Airport  (4V1)
 AI5884
 AI5884.The horizontal coordinates were established by GPS observations
 AI5884.and adjusted by the National Geodetic Survey in June 2000..
 AI5884
 AI5884.The orthometric height was determined by GPS observations and a
 AI5884.high-resolution geoid model.
 AI5884
 AI5884.GPS derived orthometric heights for airport stations designated as
 AI5884.PACS or SACS are published to 2 decimal places.  This maintains
 AI5884.centimeter relative accuracy between the PACS and SACS.  It does
 AI5884.not indicate centimeter accuracy relative to other marks which are
 AI5884.part of the NAVD 88 network.
 AI5884
 AI5884.Photographs are available for this station.
 AI5884
 AI5884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5884
 AI5884.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5884
 AI5884.The ellipsoidal height was determined by GPS observations
 AI5884.and is referenced to NAD 83.
 AI5884
 AI5884.The geoid height was determined by GEOID03.
 AI5884
 AI5884;                    North         East     Units Scale Factor Converg.
 AI5884;SPC CO S     -   419,432.059   977,388.160   MT  0.99994823   +0 26 17.2
 AI5884;SPC CO S     - 1,376,086.68  3,206,647.65   sFT  0.99994823   +0 26 17.2
 AI5884;UTM  13      - 4,172,259.507   518,886.569   MT  0.99960439   +0 07 51.6
 AI5884
 AI5884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5884!SPC CO S     -   0.99971422  x   0.99994823  =   0.99966246
 AI5884!UTM  13      -   0.99971422  x   0.99960439  =   0.99931872
 AI5884
 AI5884                          SUPERSEDED SURVEY CONTROL
 AI5884
 AI5884  ELLIP H (06/30/00) 1821.73   (m)                       GP(       ) 1 1
 AI5884
 AI5884.Superseded values are not recommended for survey control.
 AI5884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5884.See file dsdata.txt to determine how the superseded data were derived.
 AI5884
 AI5884_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB1888772260(NAD 83)
 AI5884_MARKER: I = METAL ROD
 AI5884_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI5884_STAMPING: 4V1 B 1999
 AI5884_MARK LOGO: NGS   
 AI5884_PROJECTION: FLUSH
 AI5884_MAGNETIC: I = MARKER IS A STEEL ROD
 AI5884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5884+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5884_ROD/PIPE-DEPTH: 9.68 meters
 AI5884_SLEEVE-DEPTH  : 0.9 meters
 AI5884
 AI5884  HISTORY     - Date     Condition        Report By
 AI5884  HISTORY     - 1999     MONUMENTED       MSAM
 AI5884
 AI5884                          STATION DESCRIPTION
 AI5884
 AI5884'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AI5884'THE STATION IS LOCATED ABOUT 65 KM (40.40 MI) SOUTHWEST OF PUEBLO AND
 AI5884'10 KM (6.20 MI) NORTHWEST OF WALSENBURG COLORADO, AT THE SPANISH PEAKS
 AI5884'AIRPORT.  IT IS NORTH OF RUNWAY 8-26 AND NORTHEAST OF THE OLD
 AI5884'TERMINIAL BUILDING.  ACCESS ON THE AIRPORT IS NOT CONTROLLED, CONTACT
 AI5884'CARL MARTINI AT 2131 STATE HIGHWAY 181, RYE, COLORADO 81069, TELEPHONE
 AI5884'719-676-3300.  OWNERSHIP--SPANISH PEAKS AIRPORT
 AI5884'TO REACH THE STATION FROM INTERSTATE 25 AT EXIT 55 (AIRPORT ROAD) , GO
 AI5884'EAST FOR 0.1 MI (0.2 KM) TO A FRONTAGE ROAD.  TURN LEFT, NORTH, FOR
 AI5884'0.2 MI (0.3 KM) TO A SIDE ROAD RIGHT.  TURN RIGHT, EAST, ON COUNTY
 AI5884'ROAD 54 FOR 1.05 MI (1.69 KM) TO THE WEST END OF RUNWAY 8-26. TURN
 AI5884'LEFT, CROSS THE RUNWAY.  TURN RIGHT, EAST, ON RUNWAY 8-26 FOR 0.35 MI
 AI5884'(0.56 KM) TO THE STATION ON THE LEFT
 AI5884'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 AI5884'TO REFUSAL AT A DEPTH OF 31.75 FT, (9.68 M) ENCASED IN A 0.9 M (3.0
 AI5884'FT) LONG GREASED PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO
 AI5884'LID, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 0.1
 AI5884'MI (0.2 KM) EAST OF THE CENTER OF RUNWAY 3-21, 61 M (200.1 FT) NORTH
 AI5884'OF THE NORTH EDGE OF RUNWAY 8-26, 15.1 M (49.5 FT) NORTH OF A FENCE
 AI5884'CORNER, 2.9 M (9.5 FT) WEST OF A FENCE.  THIS STATION IS DESIGNATED AS
 AI5884'A PRIMARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5885 ***********************************************************************
 AI5885  SACS        -  This is a Secondary Airport Control Station.
 AI5885  DESIGNATION -  4V1 C
 AI5885  PID         -  AI5885
 AI5885  STATE/COUNTY-  CO/HUERFANO
 AI5885  USGS QUAD   -  WALSENBURG NORTH (1963)
 AI5885
 AI5885                         *CURRENT SURVEY CONTROL
 AI5885  ___________________________________________________________________
 AI5885* NAD 83(1992)-  37 41 48.03395(N)    104 46 31.11078(W)     ADJUSTED  
 AI5885* NAVD 88     -      1834.23   (meters)    6017.8    (feet)  GPS OBS   
 AI5885  ___________________________________________________________________
 AI5885  X           -  -1,289,050.520 (meters)                     COMP
 AI5885  Y           -  -4,887,387.579 (meters)                     COMP
 AI5885  Z           -   3,879,969.836 (meters)                     COMP
 AI5885  LAPLACE CORR-          -7.38  (seconds)                    DEFLEC99
 AI5885  ELLIP HEIGHT-        1816.21  (meters)          (10/21/02) GPS OBS
 AI5885  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 AI5885
 AI5885  HORZ ORDER  -  FIRST
 AI5885  ELLP ORDER  -  FIFTH     CLASS I
 AI5885
 AI5885.This mark is at Spanish Peaks Airfield Airport  (4V1)
 AI5885
 AI5885.The horizontal coordinates were established by GPS observations
 AI5885.and adjusted by the National Geodetic Survey in June 2000..
 AI5885
 AI5885.The orthometric height was determined by GPS observations and a
 AI5885.high-resolution geoid model.
 AI5885
 AI5885.GPS derived orthometric heights for airport stations designated as
 AI5885.PACS or SACS are published to 2 decimal places.  This maintains
 AI5885.centimeter relative accuracy between the PACS and SACS.  It does
 AI5885.not indicate centimeter accuracy relative to other marks which are
 AI5885.part of the NAVD 88 network.
 AI5885
 AI5885.Photographs are available for this station.
 AI5885
 AI5885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5885
 AI5885.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5885
 AI5885.The ellipsoidal height was determined by GPS observations
 AI5885.and is referenced to NAD 83.
 AI5885
 AI5885.The geoid height was determined by GEOID03.
 AI5885
 AI5885;                    North         East     Units Scale Factor Converg.
 AI5885;SPC CO S     -   419,362.692   978,310.592   MT  0.99994826   +0 26 40.2
 AI5885;SPC CO S     - 1,375,859.10  3,209,674.00   sFT  0.99994826   +0 26 40.2
 AI5885;UTM  13      - 4,172,185.222   519,808.299   MT  0.99960483   +0 08 14.6
 AI5885
 AI5885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5885!SPC CO S     -   0.99971508  x   0.99994826  =   0.99966336
 AI5885!UTM  13      -   0.99971508  x   0.99960483  =   0.99932002
 AI5885
 AI5885                          SUPERSEDED SURVEY CONTROL
 AI5885
 AI5885  ELLIP H (06/30/00) 1816.22   (m)                       GP(       ) 1 1
 AI5885
 AI5885.Superseded values are not recommended for survey control.
 AI5885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5885.See file dsdata.txt to determine how the superseded data were derived.
 AI5885
 AI5885_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB1980872185(NAD 83)
 AI5885_MARKER: DD = SURVEY DISK
 AI5885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5885_STAMPING: 4V1 C 1999
 AI5885_MARK LOGO: NGS   
 AI5885_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5885+STABILITY: SURFACE MOTION
 AI5885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5885+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5885
 AI5885  HISTORY     - Date     Condition        Report By
 AI5885  HISTORY     - 1999     MONUMENTED       MSAM
 AI5885
 AI5885                          STATION DESCRIPTION
 AI5885
 AI5885'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AI5885'THE STATION IS LOCATED ABOUT 65 KM (40.40 MI) SOUTHWEST OF PUEBLO AND
 AI5885'10 KM (6.20 MI) NORTHWEST OF WALSENBURG COLORADO, AT THE SPANISH PEAKS
 AI5885'AIRPORT.  IT IS NORTH OF RUNWAY 8-26 AND EAST-NORTHEAST OF THE OLD
 AI5885'TERMINIAL BUILDING.  ACCESS ON THE AIRPORT IS NOT CONTROLLED, CONTACT
 AI5885'CARL MARTINI AT 2131 STATE HIGHWAY 181, RYE, COLORADO 81069, TELEPHONE
 AI5885'719-676-3300.  OWNERSHIP--SPANISH PEAKS AIRPORT
 AI5885'TO REACH THE STATION FROM INTERSTATE 25 AT EXIT 55 (AIRPORT ROAD) , GO
 AI5885'EAST FOR 0.1 MI (0.2 KM) TO A FRONTAGE ROAD.  TURN LEFT, NORTH, FOR
 AI5885'0.2 MI (0.3 KM) TO A SIDE ROAD RIGHT.  TURN RIGHT, EAST, ON COUNTY
 AI5885'ROAD 54 FOR 1.05 MI (1.69 KM) TO THE WEST END OF RUNWAY 8-26. TURN
 AI5885'LEFT, CROSS THE RUNWAY.  TURN RIGHT, EAST, ON RUNWAY 8-26 FOR 0.95 MI
 AI5885'(1.53 KM) TO THE STATION ON THE LEFT
 AI5885'THE MARK IS A NGS BRASS SURVEY DISK SET IN THE TOP CENTER OF A
 AI5885'CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 55 M (180.4 FT) NORTH ON
 AI5885'THE CENTER OF RUNWAY 8-26, 46 M (150.9 FT) NORTH OF THE NORTHEAST
 AI5885'CORNER OF RUNWAY 8-26, 37 M (121.4 FT) NORTH-NORTHWEST OF THE
 AI5885'NORTHERLY MOST RED AND BLUE APPROACH LIGHT AND 1 M (3.3 FT) SOUTH OF A
 AI5885'FENCE AND A FIBERGLASS WITNESS POST.  THIS STATION IS DESIGNATED AS A
 AI5885'SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0649 ***********************************************************************
 KK0649  DESIGNATION -  5
 KK0649  PID         -  KK0649
 KK0649  STATE/COUNTY-  CO/BOULDER
 KK0649  USGS QUAD   -  LOUISVILLE (1994)
 KK0649
 KK0649                         *CURRENT SURVEY CONTROL
 KK0649  ___________________________________________________________________
 KK0649* NAD 83(1986)-  39 58 24.     (N)    105 14 22.     (W)     SCALED    
 KK0649* NAVD 88     -      1674.258  (meters)    5492.96   (feet)  ADJUSTED  
 KK0649  ___________________________________________________________________
 KK0649  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 KK0649  DYNAMIC HT  -        1672.636 (meters)    5487.64  (feet)  COMP
 KK0649  MODELED GRAV-     979,599.1   (mgal)                       NAVD 88
 KK0649
 KK0649  VERT ORDER  -  SECOND    CLASS 0
 KK0649
 KK0649.The horizontal coordinates were scaled from a topographic map and have
 KK0649.an estimated accuracy of +/- 6 seconds.
 KK0649
 KK0649.The orthometric height was determined by differential leveling
 KK0649.and adjusted by the National Geodetic Survey in June 1991..
 KK0649
 KK0649.The geoid height was determined by GEOID03.
 KK0649
 KK0649.The dynamic height is computed by dividing the NAVD 88
 KK0649.geopotential number by the normal gravity value computed on the
 KK0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0649.degrees latitude (g = 980.6199 gals.).
 KK0649
 KK0649.The modeled gravity was interpolated from observed gravity values.
 KK0649
 KK0649;                    North         East    Units  Estimated Accuracy
 KK0649;SPC CO N     -   375,890.      936,660.      MT  (+/- 180 meters Scaled)
 KK0649
 KK0649                          SUPERSEDED SURVEY CONTROL
 KK0649
 KK0649  NGVD 29 (??/??/92) 1673.149  (m)         5489.32   (f) ADJ UNCH    2 0
 KK0649
 KK0649.Superseded values are not recommended for survey control.
 KK0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0649.See file dsdata.txt to determine how the superseded data were derived.
 KK0649
 KK0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE795248(NAD 83)
 KK0649_MARKER: DB = BENCH MARK DISK
 KK0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0649_STAMPING: 5
 KK0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0649+STABILITY: SURFACE MOTION
 KK0649
 KK0649  HISTORY     - Date     Condition        Report By
 KK0649  HISTORY     - UNK      MONUMENTED       COGS
 KK0649  HISTORY     - 1952     MARK NOT FOUND   NGS
 KK0649  HISTORY     - 1964     MARK NOT FOUND   USGS
 KK0649  HISTORY     - 1982     MARK NOT FOUND   NGS
 KK0649  HISTORY     - 1984     MARK NOT FOUND   NGS
 KK0649  HISTORY     - 20020915 MARK NOT FOUND   INDIV
 KK0649
 KK0649                          STATION DESCRIPTION
 KK0649
 KK0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KK0649'2.9 MI S FROM BOULDER.
 KK0649'2.9 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE UNIVERSITY
 KK0649'INTERMEDIATE SCHOOL AT BOULDER, 150 FEET WEST OF A POWER LINE
 KK0649'CROSSING, 100 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 KK0649'28 FEET EAST OF A POWER POLE, 56 FEET SOUTHWEST OF A WITNESS
 KK0649'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 KK0649'ABOVE THE GROUND.
 KK0649
 KK0649                          STATION RECOVERY (1964)
 KK0649
 KK0649'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 KK0649'MARK NOT FOUND.
 KK0649
 KK0649                          STATION RECOVERY (1982)
 KK0649
 KK0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0649'MARK NOT FOUND.
 KK0649
 KK0649                          STATION RECOVERY (1984)
 KK0649
 KK0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK0649'THE HIGHWAY HAS BEEN WIDENED.
 KK0649
 KK0649                          STATION RECOVERY (2002)
 KK0649
 KK0649'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JE)
 KK0649'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1040 ***********************************************************************
 JK1040  DESIGNATION -  5
 JK1040  PID         -  JK1040
 JK1040  STATE/COUNTY-  CO/PUEBLO
 JK1040  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1040
 JK1040                         *CURRENT SURVEY CONTROL
 JK1040  ___________________________________________________________________
 JK1040* NAD 83(1992)-  38 25 11.01495(N)    104 16 59.89404(W)     ADJUSTED  
 JK1040* NAVD 88     -      1513.07   (+/-2cm)    4964.1    (feet)  VERTCON   
 JK1040  ___________________________________________________________________
 JK1040  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 JK1040  GEOID HEIGHT-         -20.01  (meters)                     GEOID03
 JK1040
 JK1040  HORZ ORDER  -  SECOND
 JK1040  VERT ORDER  -  THIRD ? (See Below)
 JK1040
 JK1040.The horizontal coordinates were established by classical geodetic methods
 JK1040.and adjusted by the National Geodetic Survey in January 1993..
 JK1040
 JK1040.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1040.The vertical order pertains to the NGVD 29 superseded value.
 JK1040
 JK1040.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1040
 JK1040.The geoid height was determined by GEOID03.
 JK1040
 JK1040;                    North         East     Units Scale Factor Converg.
 JK1040;SPC CO S     -   500,060.358 1,020,652.021   MT  0.99999754   +0 44 46.7
 JK1040;SPC CO S     - 1,640,614.69  3,348,589.17   sFT  0.99999754   +0 44 46.7
 JK1040;UTM  13      - 4,252,629.368   562,564.049   MT  0.99964820   +0 26 43.4
 JK1040
 JK1040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1040!SPC CO S     -   0.99976578  x   0.99999754  =   0.99976332
 JK1040!UTM  13      -   0.99976578  x   0.99964820  =   0.99941407
 JK1040
 JK1040:                Primary Azimuth Mark                     Grid Az
 JK1040:SPC CO S     -  SOUTHEAST                                006 46 34.7
 JK1040:UTM  13      -  SOUTHEAST                                007 04 38.0
 JK1040
 JK1040|---------------------------------------------------------------------|
 JK1040| PID    Reference Object                     Distance      Geod. Az  |
 JK1040|                                                           dddmmss.s |
 JK1040| JK1030 SOUTHEAST                           APPROX. 1.4 KM 0073121.4 |
 JK1040| JK1036 4D                                  APPROX. 0.6 KM 0114411.2 |
 JK1040| JK1039 4F                                  213.904 METERS 01749     |
 JK1040| JK1041 5A                                  198.421 METERS 20040     |
 JK1040|---------------------------------------------------------------------|
 JK1040
 JK1040                          SUPERSEDED SURVEY CONTROL
 JK1040
 JK1040  NAD 83(1986)-  38 25 11.00314(N)    104 16 59.88937(W) AD(       ) 2
 JK1040  NAD 27      -  38 25 11.01086(N)    104 16 58.01293(W) AD(       ) 2
 JK1040  NGVD 29 (07/19/86) 1512.22   (m)         4961.3    (f) LEVELING    3  
 JK1040
 JK1040.Superseded values are not recommended for survey control.
 JK1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1040.See file dsdata.txt to determine how the superseded data were derived.
 JK1040
 JK1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6256452629(NAD 83)
 JK1040
 JK1040  HISTORY     - Date     Condition        Report By
 JK1040  HISTORY     - UNK      MONUMENTED
 JK1040  HISTORY     - 1975     GOOD             NGS
 JK1040
 JK1040                          STATION DESCRIPTION
 JK1040
 JK1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1040'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1040'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1040'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS
 JK1040'ABOUT 0.95 MILE SOUTH, ALONG THE EAST LIMB OF THE HIGH SPEED TRACK
 JK1040'FROM A CONCRETE BRIDGE WHICH SPANS THE EAST LIMB OF THE TRACK AND
 JK1040'ABOUT 150 FEET EAST OF THE TRACK.
 JK1040'
 JK1040'STATION IS A STANDARD TRAVERSE STATION MARK DISK, CLAMPED
 JK1040'TO THE TOP OF A COPPER COVERED ROD DRIVEN INTO THE GROUND 51 FEET,
 JK1040'DISK PROJECTS ABOUT 4 INCHES, SURROUNDED BY A 4-INCH TILE AND
 JK1040'CEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0668 ***********************************************************************
 KK0668  DESIGNATION -  5 A
 KK0668  PID         -  KK0668
 KK0668  STATE/COUNTY-  CO/DENVER
 KK0668  USGS QUAD   -  ARVADA (1994)
 KK0668
 KK0668                         *CURRENT SURVEY CONTROL
 KK0668  ___________________________________________________________________
 KK0668* NAD 83(1986)-  39 45 43.     (N)    105 01 44.     (W)     SCALED    
 KK0668* NAVD 88     -      1631.695  (meters)    5353.32   (feet)  POSTED    
 KK0668  ___________________________________________________________________
 KK0668  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 KK0668  DYNAMIC HT  -        1630.130 (meters)    5348.18  (feet)  COMP
 KK0668  MODELED GRAV-     979,608.1   (mgal)                       NAVD 88
 KK0668
 KK0668  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0668
 KK0668.The horizontal coordinates were scaled from a topographic map and have
 KK0668.an estimated accuracy of +/- 6 seconds.
 KK0668
 KK0668.The orthometric height was determined by differential leveling
 KK0668.and adjusted by the National Geodetic Survey in 1992..
 KK0668.No vertical observational check was made to the station.
 KK0668.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0668.was located on a no-check spur therefore a value was not computed.
 KK0668
 KK0668.The geoid height was determined by GEOID03.
 KK0668
 KK0668.The dynamic height is computed by dividing the NAVD 88
 KK0668.geopotential number by the normal gravity value computed on the
 KK0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0668.degrees latitude (g = 980.6199 gals.).
 KK0668
 KK0668.The modeled gravity was interpolated from observed gravity values.
 KK0668
 KK0668;                    North         East    Units  Estimated Accuracy
 KK0668;SPC CO C     -   519,000.      954,770.      MT  (+/- 180 meters Scaled)
 KK0668
 KK0668                          SUPERSEDED SURVEY CONTROL
 KK0668
 KK0668  NGVD 29 (??/??/92) 1630.766  (m)         5350.27   (f) ADJ UNCH    1 2
 KK0668
 KK0668.Superseded values are not recommended for survey control.
 KK0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0668.See file dsdata.txt to determine how the superseded data were derived.
 KK0668
 KK0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE975013(NAD 83)
 KK0668_MARKER: R = RIVET
 KK0668_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0668_SP_SET: CURB
 KK0668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0668
 KK0668  HISTORY     - Date     Condition        Report By
 KK0668  HISTORY     - UNK      MONUMENTED       CGS
 KK0668  HISTORY     - 1939     GOOD             NGS
 KK0668
 KK0668                          STATION DESCRIPTION
 KK0668
 KK0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0668'AT DENVER.
 KK0668'AT DENVER, DENVER COUNTY, AT THE INTERSECTION OF NORTH SPEER
 KK0668'BOULEVARD, THIRTY-SECOND AVENUE, AND GROVE STREET, 75 FEET
 KK0668'EAST OF THE CENTERLINE OF THE STREETCAR TRACK CROSSING THE
 KK0668'BOULEVARD, AND IN THE NORTH CURB OF THE BOULEVARD.  A METAL
 KK0668'RIVET.
 KK0668'NOTE-- PREVIOUSLY DESIGNATED AS BM 5 A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4233 ***********************************************************************
 DF4233  DESIGNATION -  5 A RESET
 DF4233  PID         -  DF4233
 DF4233  STATE/COUNTY-  CO/CLEAR CREEK
 DF4233  USGS QUAD   -  SQUAW PASS (1974)
 DF4233
 DF4233                         *CURRENT SURVEY CONTROL
 DF4233  ___________________________________________________________________
 DF4233* NAD 83(1992)-  39 44 47.59993(N)    105 27 53.91987(W)     ADJUSTED  
 DF4233* NAVD 88     -      2237.401  (meters)    7340.54   (feet)  ADJUSTED  
 DF4233  ___________________________________________________________________
 DF4233  X           -  -1,309,903.562 (meters)                     COMP
 DF4233  Y           -  -4,734,595.905 (meters)                     COMP
 DF4233  Z           -   4,057,810.775 (meters)                     COMP
 DF4233  LAPLACE CORR-         -14.45  (seconds)                    DEFLEC99
 DF4233  ELLIP HEIGHT-        2224.00  (meters)          (10/27/04) GPS OBS
 DF4233  GEOID HEIGHT-         -13.47  (meters)                     GEOID03
 DF4233  DYNAMIC HT  -        2234.993 (meters)    7332.64  (feet)  COMP
 DF4233  MODELED GRAV-     979,469.6   (mgal)                       NAVD 88
 DF4233
 DF4233  HORZ ORDER  -  FIRST
 DF4233  VERT ORDER  -  FIRST     CLASS II
 DF4233  ELLP ORDER  -  FOURTH    CLASS II
 DF4233
 DF4233.The horizontal coordinates were established by GPS observations
 DF4233.and adjusted by the MOUNTAIN SURVEYING in October 2004..
 DF4233
 DF4233.The orthometric height was determined by differential leveling
 DF4233.and adjusted by the National Geodetic Survey in November 2003..
 DF4233
 DF4233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4233
 DF4233.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4233
 DF4233.The ellipsoidal height was determined by GPS observations
 DF4233.and is referenced to NAD 83.
 DF4233
 DF4233.The geoid height was determined by GEOID03.
 DF4233
 DF4233.The dynamic height is computed by dividing the NAVD 88
 DF4233.geopotential number by the normal gravity value computed on the
 DF4233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4233.degrees latitude (g = 980.6199 gals.).
 DF4233
 DF4233.The modeled gravity was interpolated from observed gravity values.
 DF4233
 DF4233;                    North         East     Units Scale Factor Converg.
 DF4233;SPC CO C     -   517,190.138   917,403.540   MT  0.99999932   +0 01 19.5
 DF4233;SPC CO C     - 1,696,814.64  3,009,848.11   sFT  0.99999932   +0 01 19.5
 DF4233;UTM  13      - 4,399,731.335   460,163.211   MT  0.99961954   -0 17 50.3
 DF4233
 DF4233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4233!SPC CO C     -   0.99965121  x   0.99999932  =   0.99965053
 DF4233!UTM  13      -   0.99965121  x   0.99961954  =   0.99927089
 DF4233
 DF4233                          SUPERSEDED SURVEY CONTROL
 DF4233
 DF4233  NAVD 88 (10/27/04) 2237.40   (m)         7340.5    (f) LEVELING    3  
 DF4233
 DF4233.Superseded values are not recommended for survey control.
 DF4233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4233.See file dsdata.txt to determine how the superseded data were derived.
 DF4233
 DF4233_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD6016399731(NAD 83)
 DF4233_MARKER: DB = BENCH MARK DISK
 DF4233_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DF4233_SP_SET: BRIDGE WINGWALL
 DF4233_STAMPING: 5A RESET
 DF4233_MARK LOGO: USGS  
 DF4233_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4233+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 DF4233
 DF4233  HISTORY     - Date     Condition        Report By
 DF4233  HISTORY     - 20000721 MONUMENTED       USGS
 DF4233  HISTORY     - 20040130 GOOD             MSAM
 DF4233
 DF4233                          STATION DESCRIPTION
 DF4233
 DF4233'DESCRIBED BY US GEOLOGICAL SURVEY 2000 (RSC)
 DF4233'THE STATION IS LOCATED ABOUT 0.5 MI EAST-NORTHEAST OF THE EASTERN
 DF4233'ENTRANCE TO THE INTERSTATE 70 TUNNEL AND 1.4 MI WEST FROM THE
 DF4233'JUNCTION OF INTERSTATE 70 AND U. S. HIGHWAY 6, IN THE
 DF4233'NORTHEAST 1/4 OF SECTION 32, T 3 S, R 72 W.  OWNERSHIP--COLORADO
 DF4233'DEPT. OF TRANSPORTATION RIGHT-OF-WAY.
 DF4233' 
 DF4233'TO REACH THE STATION FROM THE INTERSECTION ON INTERSTATE 70 AND
 DF4233'THE UNDERPASS OF EXIT 243, HIDDEN VALLEY, GO SOUTH-SOUTHWEST ON
 DF4233'THE UNDERPASS ROAD FOR 0.05 MI TO A T-INTERSECTION, SOUTHERN
 DF4233'ACCESS ROAD. TURN RIGHT, WEST, ON THE ACCESS ROAD FOR 0.2 MI TO
 DF4233'THE STATION ON THE RIGHT IN A WING WALL OF THE INTERSTATE 70
 DF4233'BRIDGE OVER CLEAR CREEK. THIS BENCH MARK IS ABOUT 100 M NORTH OF
 DF4233'BENCH MARK --A 447 2000--.
 DF4233' 
 DF4233'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE SOUTHEAST
 DF4233'WING WALL OF AN INTERSTATE 70 BRIDGE, STRUCTURE NUMBER--F 15 BH--
 DF4233'OVER CLEAR CREEK. NOTE- THIS WING WALL VIBRATES WITH THE TRAFFIC
 DF4233'FLOW. IT IS 22.0 M NORTH FROM THE CENTER OF THE SOUTHERN
 DF4233'ACCESS ROAD, 19.3 M NORTHEAST FROM A POWER POLE WITH TWO SETS OF
 DF4233'GUY WIRES, 10.4 M WEST FROM THE NORTHERN LEG OF A SIGN--EXIT 243
 DF4233'HIDDEN VALLEY--, 2.15 M NORTHEAST FROM THE SOUTHERN END OF THE
 DF4233'WING WALL, 2.05 M NORTHEAST FROM A WITNESS POST, 1.3 M SOUTH FROM
 DF4233'THE EDGE OF OIL OF THE EASTBOUND LANES OF INTERSTATE 70 AND ABOUT
 DF4233'THE SAME ELEVATION AS THE EASTBOUND LANES.
 DF4233' 
 DF4233' 
 DF4233' 
 DF4233' 
 DF4233' 
 DF4233' 
 DF4233'
 DF4233
 DF4233                          STATION RECOVERY (2004)
 DF4233
 DF4233'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (KCH)
 DF4233'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2004 (BAJ)
 DF4233'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0613 ***********************************************************************
 KK0613  DESIGNATION -  5 BOULDER
 KK0613  PID         -  KK0613
 KK0613  STATE/COUNTY-  CO/BOULDER
 KK0613  USGS QUAD   -  ELDORADO SPRINGS (1994)
 KK0613
 KK0613                         *CURRENT SURVEY CONTROL
 KK0613  ___________________________________________________________________
 KK0613* NAD 83(1986)-  39 55 15.     (N)    105 17 00.     (W)     SCALED    
 KK0613* NAVD 88     -      2133.343  (meters)    6999.14   (feet)  ADJUSTED  
 KK0613  ___________________________________________________________________
 KK0613  GEOID HEIGHT-         -15.32  (meters)                     GEOID03
 KK0613  DYNAMIC HT  -        2131.187 (meters)    6992.07  (feet)  COMP
 KK0613  MODELED GRAV-     979,538.5   (mgal)                       NAVD 88
 KK0613
 KK0613  VERT ORDER  -  SECOND    CLASS 0
 KK0613
 KK0613.The horizontal coordinates were scaled from a topographic map and have
 KK0613.an estimated accuracy of +/- 6 seconds.
 KK0613
 KK0613.The orthometric height was determined by differential leveling
 KK0613.and adjusted by the National Geodetic Survey in June 1991..
 KK0613
 KK0613.The geoid height was determined by GEOID03.
 KK0613
 KK0613.The dynamic height is computed by dividing the NAVD 88
 KK0613.geopotential number by the normal gravity value computed on the
 KK0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0613.degrees latitude (g = 980.6199 gals.).
 KK0613
 KK0613.The modeled gravity was interpolated from observed gravity values.
 KK0613
 KK0613;                    North         East    Units  Estimated Accuracy
 KK0613;SPC CO N     -   370,050.      932,930.      MT  (+/- 180 meters Scaled)
 KK0613
 KK0613                          SUPERSEDED SURVEY CONTROL
 KK0613
 KK0613  NGVD 29 (??/??/92) 2132.181  (m)         6995.33   (f) ADJ UNCH    2 0
 KK0613
 KK0613.Superseded values are not recommended for survey control.
 KK0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0613.See file dsdata.txt to determine how the superseded data were derived.
 KK0613
 KK0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE757190(NAD 83)
 KK0613_MARKER: B = BOLT
 KK0613_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0613_SP_SET: RETAINING WALL BRACE
 KK0613_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0613
 KK0613  HISTORY     - Date     Condition        Report By
 KK0613  HISTORY     - UNK      MONUMENTED       DRGWRR
 KK0613  HISTORY     - 1934     GOOD             NGS
 KK0613  HISTORY     - 1940     MARK NOT FOUND   NGS
 KK0613
 KK0613                          STATION DESCRIPTION
 KK0613
 KK0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KK0613'10.1 MI SE FROM PINE CLIFF.
 KK0613'10.1 MILES SOUTHEAST ALONG THE DENVER, AND SALT LAKE RAILWAY FROM
 KK0613'THE STATION AT PINE CLIFF, BOULDER COUNTY, AT THE WEST PORTAL TO
 KK0613'TUNNEL 7, IN THE NORTH SLOPING FACE OF THE EAST TIMBER RETAINING-WALL
 KK0613'BRACE, 1 FOOT BELOW THE PAINTED LETTERS BM, 7 FEET EAST OF THE
 KK0613'CENTERLINE OF THE TRACK, AND 0.7 FOOT LOWER THAN THE TOP OF THE
 KK0613'RAIL.  A BOLT, DRIVEN HORIZONTALLY.
 KK0613
 KK0613                          STATION RECOVERY (1940)
 KK0613
 KK0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 KK0613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0453 ***********************************************************************
 HJ0453  DESIGNATION -  5 CFD
 HJ0453  PID         -  HJ0453
 HJ0453  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0453  USGS QUAD   -  DOSS CANYON SOUTH (1984)
 HJ0453
 HJ0453                         *CURRENT SURVEY CONTROL
 HJ0453  ___________________________________________________________________
 HJ0453* NAD 83(1986)-  37 16 05.     (N)    103 51 51.     (W)     SCALED    
 HJ0453* NAVD 88     -      1661.869  (meters)    5452.32   (feet)  ADJUSTED  
 HJ0453  ___________________________________________________________________
 HJ0453  GEOID HEIGHT-         -19.96  (meters)                     GEOID03
 HJ0453  DYNAMIC HT  -        1659.971 (meters)    5446.09  (feet)  COMP
 HJ0453  MODELED GRAV-     979,429.9   (mgal)                       NAVD 88
 HJ0453
 HJ0453  VERT ORDER  -  THIRD
 HJ0453
 HJ0453.The horizontal coordinates were scaled from a topographic map and have
 HJ0453.an estimated accuracy of +/- 6 seconds.
 HJ0453
 HJ0453.The orthometric height was determined by differential leveling
 HJ0453.and adjusted by the National Geodetic Survey in August 1995..
 HJ0453
 HJ0453.The geoid height was determined by GEOID03.
 HJ0453
 HJ0453.The dynamic height is computed by dividing the NAVD 88
 HJ0453.geopotential number by the normal gravity value computed on the
 HJ0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0453.degrees latitude (g = 980.6199 gals.).
 HJ0453
 HJ0453.The modeled gravity was interpolated from observed gravity values.
 HJ0453
 HJ0453;                    North         East    Units  Estimated Accuracy
 HJ0453;SPC CO S     -   372,820.    1,059,490.      MT  (+/- 180 meters Scaled)
 HJ0453
 HJ0453                          SUPERSEDED SURVEY CONTROL
 HJ0453
 HJ0453.No superseded survey control is available for this station.
 HJ0453
 HJ0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB007252(NAD 83)
 HJ0453_MARKER: DB = BENCH MARK DISK
 HJ0453_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HJ0453+WITH SETTING: INFORMATION.
 HJ0453_SP_SET: METAL ROD DRIVEN INTO GROUND
 HJ0453_STAMPING: 5 CFD 1970
 HJ0453_MARK LOGO: USGS  
 HJ0453_MAGNETIC: I = MARKER IS A STEEL ROD
 HJ0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HJ0453
 HJ0453  HISTORY     - Date     Condition        Report By
 HJ0453  HISTORY     - 1970     MONUMENTED       USGS
 HJ0453
 HJ0453                          STATION DESCRIPTION
 HJ0453
 HJ0453'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HJ0453'FROM THE JUNCTION OF COLORADO STATE HIGHWAY 389 AND U.S. HIGHWAY
 HJ0453'160, PROCEED 1.8 MILE (2.9 KM) EAST ALONG U.S. HIGHWAY 160 TO A
 HJ0453'CROSSROAD INTERSECTION, THENCE PROCEED 7.3 MILES (11.7 KM) NORTHWEST
 HJ0453'ALONG A COUNTY ROAD KNOWN AS PIPELINE ROAD, 45 FEET (13.7 M)
 HJ0453'NORTHEAST OF THE ROAD, 21 FEET (6.4 M) SOUTHEAST OF A POWERLINE POLE,
 HJ0453'AND SET ON A COPPER-COATED ROD DRIVEN 5 FEET (1.5 M) INTO THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0434 ***********************************************************************
 KK0434  DESIGNATION -  5 E
 KK0434  PID         -  KK0434
 KK0434  STATE/COUNTY-  CO/DENVER
 KK0434  USGS QUAD   -  ENGLEWOOD (1997)
 KK0434
 KK0434                         *CURRENT SURVEY CONTROL
 KK0434  ___________________________________________________________________
 KK0434* NAD 83(1986)-  39 43 10.     (N)    104 56 25.     (W)     SCALED    
 KK0434* NAVD 88     -      1642.359  (meters)    5388.31   (feet)  POSTED    
 KK0434  ___________________________________________________________________
 KK0434  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 KK0434  DYNAMIC HT  -        1640.780 (meters)    5383.13  (feet)  COMP
 KK0434  MODELED GRAV-     979,605.1   (mgal)                       NAVD 88
 KK0434
 KK0434  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0434
 KK0434.The horizontal coordinates were scaled from a topographic map and have
 KK0434.an estimated accuracy of +/- 6 seconds.
 KK0434
 KK0434.The orthometric height was determined by differential leveling
 KK0434.and adjusted by the National Geodetic Survey in 1992..
 KK0434.No vertical observational check was made to the station.
 KK0434.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0434.was located on a no-check spur therefore a value was not computed.
 KK0434
 KK0434.The geoid height was determined by GEOID03.
 KK0434
 KK0434.The dynamic height is computed by dividing the NAVD 88
 KK0434.geopotential number by the normal gravity value computed on the
 KK0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0434.degrees latitude (g = 980.6199 gals.).
 KK0434
 KK0434.The modeled gravity was interpolated from observed gravity values.
 KK0434
 KK0434;                    North         East    Units  Estimated Accuracy
 KK0434;SPC CO C     -   514,330.      962,390.      MT  (+/- 180 meters Scaled)
 KK0434
 KK0434                          SUPERSEDED SURVEY CONTROL
 KK0434
 KK0434  NGVD 29 (??/??/92) 1641.435  (m)         5385.27   (f) ADJ UNCH    1 2
 KK0434
 KK0434.Superseded values are not recommended for survey control.
 KK0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0434.See file dsdata.txt to determine how the superseded data were derived.
 KK0434
 KK0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED051966(NAD 83)
 KK0434_MARKER: R = RIVET
 KK0434_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0434_SP_SET: CURB
 KK0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0434
 KK0434  HISTORY     - Date     Condition        Report By
 KK0434  HISTORY     - UNK      MONUMENTED       CGS
 KK0434  HISTORY     - 1939     GOOD             NGS
 KK0434  HISTORY     - 20040514 MARK NOT FOUND   INDIV
 KK0434
 KK0434                          STATION DESCRIPTION
 KK0434
 KK0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0434'AT DENVER.
 KK0434'AT DENVER, DENVER COUNTY, AT THE NORTHEAST CORNER OF THE INTERSECTION
 KK0434'OF SOUTH COLORADO BOULEVARD AND SECOND AVENUE, AND IN THE TOP OF A
 KK0434'STORM-SEWER CURB.  A METAL RIVET.
 KK0434
 KK0434                          STATION RECOVERY (2004)
 KK0434
 KK0434'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 KK0434'I BELIEVE THAT THIS MARK MAY HAVE BEEN DESTROYED WHEN COLORADO BLVD.
 KK0434'WAS WIDENED, BUT HAVE NO PROOF. THERE IS AN EXISTING SEWER INLET AT
 KK0434'THE DESCRIBED LOCATION, BUT THERE IS NO RIVET VISIBLE ON OR AROUND IT.
 KK0434'THERE HAS BEEN OBVIOUS SIDEWALK WORK IN THE VICINITY (NEW HANDICAP
 KK0434'RAMP). THE LAT./LONG. COORDINATES GIVEN ARE APPROX. 245 FEET SOUTHEAST
 KK0434'FROM THE DESCRIBED LOCATION.
 KK0434' 
 KK0434'PHOTOS AND LOG ARE POSTED ON GEOCACHING.COM.
 KK0434'WWW.GEOCACHING.COM/MARK/ (SEARCH FOR KK0434)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0391 ***********************************************************************
 KM0391  DESIGNATION -  5 FMK
 KM0391  PID         -  KM0391
 KM0391  STATE/COUNTY-  CO/MESA
 KM0391  USGS QUAD   -  RUBY CANYON (1968)
 KM0391
 KM0391                         *CURRENT SURVEY CONTROL
 KM0391  ___________________________________________________________________
 KM0391* NAD 83(1986)-  39 14 42.     (N)    108 59 10.     (W)     SCALED    
 KM0391* NAVD 88     -      1447.581  (meters)    4749.27   (feet)  POSTED    
 KM0391  ___________________________________________________________________
 KM0391  GEOID HEIGHT-         -17.63  (meters)                     GEOID03
 KM0391  DYNAMIC HT  -        1446.200 (meters)    4744.74  (feet)  COMP
 KM0391  MODELED GRAV-     979,619.8   (mgal)                       NAVD 88
 KM0391
 KM0391  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KM0391
 KM0391.The horizontal coordinates were scaled from a topographic map and have
 KM0391.an estimated accuracy of +/- 6 seconds.
 KM0391
 KM0391.The orthometric height was determined by differential leveling
 KM0391.and adjusted by the National Geodetic Survey in 1992..
 KM0391.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KM0391.rate of 0.0 thru 1.0 mm/km.
 KM0391
 KM0391.The geoid height was determined by GEOID03.
 KM0391
 KM0391.The dynamic height is computed by dividing the NAVD 88
 KM0391.geopotential number by the normal gravity value computed on the
 KM0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0391.degrees latitude (g = 980.6199 gals.).
 KM0391
 KM0391.The modeled gravity was interpolated from observed gravity values.
 KM0391
 KM0391;                    North         East    Units  Estimated Accuracy
 KM0391;SPC CO C     -   467,280.      613,550.      MT  (+/- 180 meters Scaled)
 KM0391
 KM0391                          SUPERSEDED SURVEY CONTROL
 KM0391
 KM0391  NGVD 29 (??/??/92) 1446.498  (m)         4745.72   (f) ADJ UNCH    2 0
 KM0391
 KM0391.Superseded values are not recommended for survey control.
 KM0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0391.See file dsdata.txt to determine how the superseded data were derived.
 KM0391
 KM0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ737458(NAD 83)
 KM0391_MARKER: DB = BENCH MARK DISK
 KM0391_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KM0391_SP_SET: COPPER-CLAD STEEL ROD
 KM0391_STAMPING: 5 FMK 1969 4746
 KM0391_MARK LOGO: USGS  
 KM0391_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0391+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005
 KM0391
 KM0391  HISTORY     - Date     Condition        Report By
 KM0391  HISTORY     - 1969     MONUMENTED       USGS
 KM0391  HISTORY     - 20050322 GOOD             GEOCAC
 KM0391
 KM0391                          STATION DESCRIPTION
 KM0391
 KM0391'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0391'FROM MACK, COLORADO, PROCEED 7.4 MILES NORTHWEST ALONG U. S.
 KM0391'HIGHWAYS 6 AND 50, 4.7 MILES NORTHEAST OF COLORADO-UTAH STATE LINE,
 KM0391'160 FEET WEST OF A SMALL DRAIN, 100 FEET SOUTH AND 4 FEET LOWER THAN
 KM0391'THE CENTERLINE OF THE HIGHWAY, WITNESS POST SET NEAR BENCH MARK, SET
 KM0391'ON 10 FEET OF COPPER-COATED STEEL ROD ENCASED IN A 6-INCH CONCRETE
 KM0391'PIPE WHICH IS FLUSH WITH THE GROUND.
 KM0391
 KM0391                          STATION RECOVERY (2005)
 KM0391
 KM0391'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0414 ***********************************************************************
 KL0414  DESIGNATION -  5 G
 KL0414  PID         -  KL0414
 KL0414  STATE/COUNTY-  CO/EAGLE
 KL0414  USGS QUAD   -  WOLCOTT (1987)
 KL0414
 KL0414                         *CURRENT SURVEY CONTROL
 KL0414  ___________________________________________________________________
 KL0414* NAD 83(1986)-  39 43 46.     (N)    106 40 44.     (W)     SCALED    
 KL0414* NAVD 88     -      2171.563  (meters)    7124.54   (feet)  ADJUSTED  
 KL0414  ___________________________________________________________________
 KL0414  GEOID HEIGHT-         -13.28  (meters)                     GEOID03
 KL0414  DYNAMIC HT  -        2169.148 (meters)    7116.61  (feet)  COMP
 KL0414  MODELED GRAV-     979,437.1   (mgal)                       NAVD 88
 KL0414
 KL0414  VERT ORDER  -  FIRST     CLASS II
 KL0414
 KL0414.The horizontal coordinates were scaled from a topographic map and have
 KL0414.an estimated accuracy of +/- 6 seconds.
 KL0414
 KL0414.The orthometric height was determined by differential leveling
 KL0414.and adjusted by the National Geodetic Survey in June 1991..
 KL0414
 KL0414.The geoid height was determined by GEOID03.
 KL0414
 KL0414.The dynamic height is computed by dividing the NAVD 88
 KL0414.geopotential number by the normal gravity value computed on the
 KL0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0414.degrees latitude (g = 980.6199 gals.).
 KL0414
 KL0414.The modeled gravity was interpolated from observed gravity values.
 KL0414
 KL0414;                    North         East    Units  Estimated Accuracy
 KL0414;SPC CO C     -   515,950.      813,340.      MT  (+/- 180 meters Scaled)
 KL0414
 KL0414                          SUPERSEDED SURVEY CONTROL
 KL0414
 KL0414  NGVD 29 (??/??/92) 2170.174  (m)         7119.98   (f) ADJ UNCH    1 2
 KL0414
 KL0414.Superseded values are not recommended for survey control.
 KL0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0414.See file dsdata.txt to determine how the superseded data were derived.
 KL0414
 KL0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD561990(NAD 83)
 KL0414_MARKER: DD = SURVEY DISK
 KL0414_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KL0414_SP_SET: ABUTMENT
 KL0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0414
 KL0414  HISTORY     - Date     Condition        Report By
 KL0414  HISTORY     - UNK      MONUMENTED       USGS
 KL0414  HISTORY     - 1933     GOOD             NGS
 KL0414
 KL0414                          STATION DESCRIPTION
 KL0414
 KL0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KL0414'2.2 MI N FROM WOLCOTT.
 KL0414'2.2 MILES NORTH OF THE CROSSING OF HIGHWAY WITH THE DENVER AND RIO
 KL0414'GRANDE WESTERN RAILWAY IN WOLCOTT.  IT IS IN THE SIDE HEAD WALL OF A
 KL0414'CONCRETE BRIDGE OVER SMALL STREAM.  11.6 FT. WEST OF CENTER OF BRIDGE.
 KL0414'IT IS ON WOLCOTT-STATE BRIDGE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0758 ***********************************************************************
 LK0758  DESIGNATION -  5 GDD
 LK0758  PID         -  LK0758
 LK0758  STATE/COUNTY-  CO/LINCOLN
 LK0758  USGS QUAD   -  AKRON SW (1973)
 LK0758
 LK0758                         *CURRENT SURVEY CONTROL
 LK0758  ___________________________________________________________________
 LK0758* NAD 83(1986)-  40 01 04.     (N)    103 12 29.     (W)     SCALED    
 LK0758* NAVD 88     -      1421.252  (meters)    4662.89   (feet)  ADJUSTED  
 LK0758  ___________________________________________________________________
 LK0758  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 LK0758  DYNAMIC HT  -        1420.049 (meters)    4658.94  (feet)  COMP
 LK0758  MODELED GRAV-     979,729.9   (mgal)                       NAVD 88
 LK0758
 LK0758  VERT ORDER  -  THIRD
 LK0758
 LK0758.The horizontal coordinates were scaled from a topographic map and have
 LK0758.an estimated accuracy of +/- 6 seconds.
 LK0758
 LK0758.The orthometric height was determined by differential leveling
 LK0758.and adjusted by the National Geodetic Survey in June 1991..
 LK0758
 LK0758.The geoid height was determined by GEOID03.
 LK0758
 LK0758.The dynamic height is computed by dividing the NAVD 88
 LK0758.geopotential number by the normal gravity value computed on the
 LK0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0758.degrees latitude (g = 980.6199 gals.).
 LK0758
 LK0758.The modeled gravity was interpolated from observed gravity values.
 LK0758
 LK0758;                    North         East    Units  Estimated Accuracy
 LK0758;SPC CO C     -   549,770.    1,110,060.      MT  (+/- 180 meters Scaled)
 LK0758
 LK0758                          SUPERSEDED SURVEY CONTROL
 LK0758
 LK0758.No superseded survey control is available for this station.
 LK0758
 LK0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE529312(NAD 83)
 LK0758_MARKER: DB = BENCH MARK DISK
 LK0758_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LK0758_SP_SET: COPPER-CLAD STEEL ROD
 LK0758_STAMPING: GDD 5 1972
 LK0758_MARK LOGO: USGS  
 LK0758_PROJECTION: FLUSH
 LK0758_MAGNETIC: I = MARKER IS A STEEL ROD
 LK0758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0758+SATELLITE: SATELLITE OBSERVATIONS - 1972
 LK0758_ROD/PIPE-DEPTH: 4.57 meters
 LK0758
 LK0758  HISTORY     - Date     Condition        Report By
 LK0758  HISTORY     - 1972     MONUMENTED       USGS
 LK0758
 LK0758                          STATION DESCRIPTION
 LK0758
 LK0758'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 LK0758'AT AKRON, COLORADO, FROM THE INTERSECTION OF STATE HIGHWAY 63 AND U.S.
 LK0758'HIGHWAY 34, PROCEED 9.5 MILES SOUTH ALONG STATE HIGHWAY 63 TO A T-ROAD
 LK0758'EAST LEADING TO A FARMHOUSE, 135 FEET SOUTH AND 140 FEET EAST OF THE
 LK0758'T-ROAD EAST INTERSECTION, 25 FEET SOUTH AND 1 FOOT WEST OF THE
 LK0758'NORTHWEST CORNER OF A QUONSET TYPE BARN, 1 FOOT WEST OF AN IRON
 LK0758'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0580 ***********************************************************************
 KL0580  DESIGNATION -  5 JHD
 KL0580  PID         -  KL0580
 KL0580  STATE/COUNTY-  CO/RIO BLANCO
 KL0580  USGS QUAD   -  BIG BEAVER RESERVOIR (1987)
 KL0580
 KL0580                         *CURRENT SURVEY CONTROL
 KL0580  ___________________________________________________________________
 KL0580* NAD 83(1986)-  39 56 45.     (N)    107 43 30.     (W)     SCALED    
 KL0580* NAVD 88     -      2058.504  (meters)    6753.61   (feet)  ADJUSTED  
 KL0580  ___________________________________________________________________
 KL0580  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 KL0580  DYNAMIC HT  -        2056.366 (meters)    6746.59  (feet)  COMP
 KL0580  MODELED GRAV-     979,514.1   (mgal)                       NAVD 88
 KL0580
 KL0580  VERT ORDER  -  SECOND    CLASS 0
 KL0580
 KL0580.The horizontal coordinates were scaled from a topographic map and have
 KL0580.an estimated accuracy of +/- 6 seconds.
 KL0580
 KL0580.The orthometric height was determined by differential leveling
 KL0580.and adjusted by the National Geodetic Survey in June 1991..
 KL0580
 KL0580.The geoid height was determined by GEOID03.
 KL0580
 KL0580.The dynamic height is computed by dividing the NAVD 88
 KL0580.geopotential number by the normal gravity value computed on the
 KL0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0580.degrees latitude (g = 980.6199 gals.).
 KL0580
 KL0580.The modeled gravity was interpolated from observed gravity values.
 KL0580
 KL0580;                    North         East    Units  Estimated Accuracy
 KL0580;SPC CO N     -   375,190.      724,280.      MT  (+/- 180 meters Scaled)
 KL0580
 KL0580                          SUPERSEDED SURVEY CONTROL
 KL0580
 KL0580  NGVD 29 (??/??/92) 2057.175  (m)         6749.25   (f) ADJ UNCH    2 0
 KL0580
 KL0580.Superseded values are not recommended for survey control.
 KL0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0580.See file dsdata.txt to determine how the superseded data were derived.
 KL0580
 KL0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBE671253(NAD 83)
 KL0580_MARKER: DD = SURVEY DISK
 KL0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0580_STAMPING: JHD 5 6749 1963
 KL0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0580+STABILITY: SURFACE MOTION
 KL0580
 KL0580  HISTORY     - Date     Condition        Report By
 KL0580  HISTORY     - 1963     MONUMENTED       USGS
 KL0580  HISTORY     - 1966     GOOD             NGS
 KL0580
 KL0580                          STATION DESCRIPTION
 KL0580
 KL0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KL0580'7.15 MI SW FROM BUFORD.
 KL0580'7.15 MILES SOUTHWEST ALONG STATE HIGHWAY 132 FROM THE STORE AND POST
 KL0580'OFFICE AT BUFORD, 35 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 KL0580'88 FEET SOUTH OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A FARM
 KL0580'ROAD SOUTH, 6.4 FEET SOUTHEAST OF THE EAST END OF A GATE, 1.9 FEET
 KL0580'NORTHEAST OF A FENCE, 2.3 FEET WEST OF A WITNESS POST, ABOUT LEVEL
 KL0580'WITH THE HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 KL0580'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1389 ***********************************************************************
 JK1389  DESIGNATION -  5 RHM
 JK1389  PID         -  JK1389
 JK1389  STATE/COUNTY-  CO/PUEBLO
 JK1389  USGS QUAD   -  BEULAH (1994)
 JK1389
 JK1389                         *CURRENT SURVEY CONTROL
 JK1389  ___________________________________________________________________
 JK1389* NAD 83(1992)-  38 01 38.99703(N)    104 52 51.41472(W)     ADJUSTED  
 JK1389* NAVD 88     -      1777.4    (meters)    5831.     (feet)  GPS OBS   
 JK1389  ___________________________________________________________________
 JK1389  X           -  -1,292,258.712 (meters)                     COMP
 JK1389  Y           -  -4,863,172.313 (meters)                     COMP
 JK1389  Z           -   3,908,932.878 (meters)                     COMP
 JK1389  LAPLACE CORR-         -14.21  (seconds)                    DEFLEC99
 JK1389  ELLIP HEIGHT-        1759.79  (meters)          (12/03/02) GPS OBS
 JK1389  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 JK1389
 JK1389  HORZ ORDER  -  FIRST
 JK1389  ELLP ORDER  -  FOURTH    CLASS II
 JK1389
 JK1389.The horizontal coordinates were established by GPS observations
 JK1389.and adjusted by the National Geodetic Survey in August 1994..
 JK1389
 JK1389.The orthometric height was determined by GPS observations and a
 JK1389.high-resolution geoid model.
 JK1389
 JK1389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1389
 JK1389.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1389
 JK1389.The ellipsoidal height was determined by GPS observations
 JK1389.and is referenced to NAD 83.
 JK1389
 JK1389.The geoid height was determined by GEOID03.
 JK1389
 JK1389;                    North         East     Units Scale Factor Converg.
 JK1389;SPC CO S     -   456,012.261   968,751.276   MT  0.99995107   +0 22 47.0
 JK1389;SPC CO S     - 1,496,100.23  3,178,311.48   sFT  0.99995107   +0 22 47.0
 JK1389;UTM  13      - 4,208,872.805   510,448.498   MT  0.99960134   +0 04 24.0
 JK1389
 JK1389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1389!SPC CO S     -   0.99972394  x   0.99995107  =   0.99967502
 JK1389!UTM  13      -   0.99972394  x   0.99960134  =   0.99932539
 JK1389
 JK1389                          SUPERSEDED SURVEY CONTROL
 JK1389
 JK1389  ELLIP H (08/30/94) 1759.79   (m)                       GP(       ) 4 1
 JK1389
 JK1389.Superseded values are not recommended for survey control.
 JK1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1389.See file dsdata.txt to determine how the superseded data were derived.
 JK1389
 JK1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC1044808873(NAD 83)
 JK1389_MARKER: DB = BENCH MARK DISK
 JK1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1389_SP_SET: CONCRETE POST
 JK1389_STAMPING: 5827 5 RHM 1961
 JK1389_MARK LOGO: USGS  
 JK1389_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK1389+STABILITY: SURFACE MOTION
 JK1389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1389+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1993
 JK1389
 JK1389  HISTORY     - Date     Condition        Report By
 JK1389  HISTORY     - 1961     MONUMENTED       USGS
 JK1389  HISTORY     - 19930621 GOOD
 JK1389
 JK1389                          STATION DESCRIPTION
 JK1389
 JK1389'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 JK1389'STATION IS LOCATED ABOUT 22 MI (35.4 KM) SOUTHWEST OF PUEBLO AND 9 MI
 JK1389'(14.5 KM) NORTHEAST OF RYE IN SEC 22, T 23 S, R 67 W OF THE 6TH PM.
 JK1389'TO REACH THE STATION FROM THE INTERSECTION OF BURNT MILL ROAD AND I-25
 JK1389'(EXIT 87), GO SOUTHWEST ALONG BURNT MILL ROAD 1.9 MI (3.1 KM) TO A
 JK1389'FORK IN THE ROAD, TAKE LEFT FORK AND FOLLOW BURNT MILL ROAD 7.2 MI
 JK1389'(11.6 KM) TO THE INTERSECTION OF BURNT MILL ROAD AND WATER BARREL
 JK1389'ROAD, GO LEFT AND FOLLOW BURNT MILL ROAD SOUTHWEST FOR 3.8 MI
 JK1389'(6.1 KM) TO THE INTERSECTION OF CROW CUTOFF AND 3R ROAD, GO RIGHT AND
 JK1389'FOLLOW 3R ROAD 3.3 MI (5.3 KM) TO THE STATION ON THE RIGHT.
 JK1389'STATION MARK IS A USGS BENCH MARK DISK SET INTO A SQUARE CONCRETE POST
 JK1389'SET FLUSH WITH THE GROUND, 32 FT (9.8 M) NORTH OF THE CENTERLINE OF
 JK1389'3R ROAD, 3 FT (0.9 M) ABOVE THE SURFACE OF THE ROAD, 20 FT (6.1 M)
 JK1389'SOUTHEAST OF A POWER POLE, 2 FT (0.6 M) NORTH OF A BARBED WIRE GATE IN
 JK1389'EAST-WEST FENCE LINE, 2 FT (0.6 M) EAST OF NORTH-SOUTH FENCE LINE AND
 JK1389'3 FT (0.9 M) NORTHEAST OF A WITNESS POST.
 JK1389
 JK1389                          STATION RECOVERY (1993)
 JK1389
 JK1389'RECOVERED 1993
 JK1389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1855 ***********************************************************************
 KK1855  DESIGNATION -  50
 KK1855  PID         -  KK1855
 KK1855  STATE/COUNTY-  CO/JEFFERSON
 KK1855  USGS QUAD   -  MORRISON (1994)
 KK1855
 KK1855                         *CURRENT SURVEY CONTROL
 KK1855  ___________________________________________________________________
 KK1855* NAD 83(1992)-  39 44 37.18004(N)    105 14 30.87612(W)     ADJUSTED  
 KK1855* NAVD 88     -      2151.3    (meters)    7058.     (feet)  VERTCON   
 KK1855  ___________________________________________________________________
 KK1855  LAPLACE CORR-         -20.99  (seconds)                    DEFLEC99
 KK1855  GEOID HEIGHT-         -15.29  (meters)                     GEOID03
 KK1855
 KK1855  HORZ ORDER  -  SECOND
 KK1855
 KK1855.The horizontal coordinates were established by classical geodetic methods
 KK1855.and adjusted by the National Geodetic Survey in January 1993..
 KK1855
 KK1855.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1855
 KK1855.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1855
 KK1855.The geoid height was determined by GEOID03.
 KK1855
 KK1855;                    North         East     Units Scale Factor Converg.
 KK1855;SPC CO C     -   516,899.617   936,523.259   MT  0.99999875   +0 09 46.0
 KK1855;SPC CO C     - 1,695,861.49  3,072,576.73   sFT  0.99999875   +0 09 46.0
 KK1855;UTM  13      - 4,399,334.716   479,273.614   MT  0.99960529   -0 09 16.8
 KK1855
 KK1855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1855!SPC CO C     -   0.99966501  x   0.99999875  =   0.99966376
 KK1855!UTM  13      -   0.99966501  x   0.99960529  =   0.99927043
 KK1855
 KK1855|---------------------------------------------------------------------|
 KK1855| PID    Reference Object                     Distance      Geod. Az  |
 KK1855|                                                           dddmmss.s |
 KK1855| CP7128 50 RM 1                              15.108 METERS 04128     |
 KK1855| CP7129 50 RM 2                              14.750 METERS 23255     |
 KK1855| KK1903 CRAWFORD                            APPROX. 3.5 KM 2931827.0 |
 KK1855|---------------------------------------------------------------------|
 KK1855
 KK1855                          SUPERSEDED SURVEY CONTROL
 KK1855
 KK1855  NAD 83(1986)-  39 44 37.17658(N)    105 14 30.87437(W) AD(       ) 2
 KK1855  NAD 27      -  39 44 37.22152(N)    105 14 28.91237(W) AD(       ) 2
 KK1855  NGVD 29 (07/19/86) 2150.3    (m)         7055.     (f) VERT ANG       
 KK1855
 KK1855.Superseded values are not recommended for survey control.
 KK1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1855.See file dsdata.txt to determine how the superseded data were derived.
 KK1855
 KK1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7927499335(NAD 83)
 KK1855_MARKER: DD = SURVEY DISK
 KK1855_SETTING: 66 = SET IN ROCK OUTCROP
 KK1855
 KK1855  HISTORY     - Date     Condition        Report By
 KK1855  HISTORY     - 1977     MONUMENTED       CO-059
 KK1855
 KK1855                          STATION DESCRIPTION
 KK1855
 KK1855'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1855'THE STATION IS LOCATED ATOP MOUNT ZION, 1 MILE WEST OF GOLDEN
 KK1855'IN THE SOUTHEAST 1/4 OF SECTION 32, T 3 S, R 70 W, ON DENVER
 KK1855'MOUNTAIN PARK PROPERTY.
 KK1855'
 KK1855'TO REACH THIS STATION FROM THE JEFFERSON COUNTY COURTHOUSE IN
 KK1855'GOLDEN, GO SOUTHWEST ON 19TH STREET ACROSS U.S. HIGHWAY 6
 KK1855'UNTIL 19TH STREET BECOMES LARIAT LOOP ROAD GOING UP THE FACE
 KK1855'OF MOUNT ZION TO LOOKOUT MOUNTAIN.  GO 2.2 MILES BEYOND THE
 KK1855'CROSSING OVER HIGHWAY 6 TO THE LARGE FENCED AND LIGHTED LETTER
 KK1855'M ON THE RIGHT SIDE OF THE ROAD.  FROM A PARKING AREA SEVERAL
 KK1855'HUNDRED FEET FURTHER SOUTH, BEGIN THE 10 MINUTE PACK WEST TO
 KK1855'THE SOUTHERN-MOST OF TWO EQUALLY HIGH POINTS A LITTLE OVER
 KK1855'100 FEET APART.
 KK1855'
 KK1855'THE STATION MARK, STAMPED---50 JCMD 1977---, IS A 3-INCH BRONZE
 KK1855'DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP.
 KK1855'
 KK1855'REFERENCE MARK 1, STAMPED---50 JCMD RM 1 1977---, IS A 3-INCH
 KK1855'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE NEXT HIGH POINT.
 KK1855'
 KK1855'REFERENCE MARK 2, STAMPED---50 JCMD RM 2 1977---, IS A 3-INCH
 KK1855'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK 2 FEET
 KK1855'FROM THE WEST RIM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6868 ***********************************************************************
 AC6868  DESIGNATION -  50 DHW 6189
 AC6868  PID         -  AC6868
 AC6868  STATE/COUNTY-  CO/MOFFAT
 AC6868  USGS QUAD   -  JUNIPER HOT SPRINGS (1972)
 AC6868
 AC6868                         *CURRENT SURVEY CONTROL
 AC6868  ___________________________________________________________________
 AC6868* NAD 83(1992)-  40 29 28.91876(N)    107 59 48.80436(W)     ADJUSTED  
 AC6868* NAVD 88     -      1887.7    (meters)    6193.     (feet)  GPS OBS   
 AC6868  ___________________________________________________________________
 AC6868  X           -  -1,501,226.051 (meters)                     COMP
 AC6868  Y           -  -4,621,152.152 (meters)                     COMP
 AC6868  Z           -   4,120,846.294 (meters)                     COMP
 AC6868  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 AC6868  ELLIP HEIGHT-        1871.87  (meters)          (12/03/02) GPS OBS
 AC6868  GEOID HEIGHT-         -15.72  (meters)                     GEOID03
 AC6868
 AC6868  HORZ ORDER  -  FIRST
 AC6868  ELLP ORDER  -  FOURTH    CLASS II
 AC6868
 AC6868.The horizontal coordinates were established by GPS observations
 AC6868.and adjusted by the National Geodetic Survey in March 1997..
 AC6868
 AC6868.The orthometric height was determined by GPS observations and a
 AC6868.high-resolution geoid model.
 AC6868
 AC6868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6868
 AC6868.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6868
 AC6868.The ellipsoidal height was determined by GPS observations
 AC6868.and is referenced to NAD 83.
 AC6868
 AC6868.The geoid height was determined by GEOID03.
 AC6868
 AC6868;                    North         East     Units Scale Factor Converg.
 AC6868;SPC CO N     -   436,359.250   702,754.151   MT  0.99996564   -1 36 48.0
 AC6868;SPC CO N     - 1,431,621.97  2,305,619.24   sFT  0.99996564   -1 36 48.0
 AC6868;UTM  13      - 4,486,611.745   246,011.022   MT  1.00039415   -1 56 49.3
 AC6868;UTM  12      - 4,486,629.687   754,516.187   MT  1.00039745   +1 57 03.8
 AC6868
 AC6868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6868!SPC CO N     -   0.99970645  x   0.99996564  =   0.99967210
 AC6868!UTM  13      -   0.99970645  x   1.00039415  =   1.00010048
 AC6868!UTM  12      -   0.99970645  x   1.00039745  =   1.00010378
 AC6868
 AC6868                          SUPERSEDED SURVEY CONTROL
 AC6868
 AC6868  ELLIP H (03/12/97) 1871.88   (m)                       GP(       ) 3 2
 AC6868
 AC6868.Superseded values are not recommended for survey control.
 AC6868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6868.See file dsdata.txt to determine how the superseded data were derived.
 AC6868
 AC6868_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE4601186612(NAD 83)
 AC6868_MARKER: DB = BENCH MARK DISK
 AC6868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6868_STAMPING: 50 DHW 6189 1955
 AC6868_MARK LOGO: USGS  
 AC6868_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC6868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6868+STABILITY: SURFACE MOTION
 AC6868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6868+SATELLITE: SATELLITE OBSERVATIONS - 1955
 AC6868
 AC6868  HISTORY     - Date     Condition        Report By
 AC6868  HISTORY     - 1955     MONUMENTED       USGS
 AC6868
 AC6868                          STATION DESCRIPTION
 AC6868
 AC6868'DESCRIBED BY US GEOLOGICAL SURVEY 1955 (DHW)
 AC6868'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) SOUTHEAST OF MAYBELL, 3 MI
 AC6868'(4.8 KM) NORTHWEST OF JUNIPER HOT SPRINGS AND 0.6 MI (1.0 KM)
 AC6868'NORTHWEST OF THE CROSSING OF A POWER LINE AND MOFFAT COUNTY ROAD 74,
 AC6868'IN THE NORTHWEST 1/4 OF SECTION 7, T 6 N, R 94 W, AT MOFFAT COUNTY
 AC6868'ROAD 74 MILEPOST 5.65.  OWNERSHIP--MOFFAT COUNTY ROAD RIGHT-OF-WAY  TO
 AC6868'REACH THE STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY 40 AND
 AC6868'MOFFAT COUNTY ROAD 74, ABOUT 4 MI (6.4 KM) EAST OF MAYBELL, GO
 AC6868'SOUTHEAST ON MOFFAT COUNTY ROAD 74 FOR 1.7 MI (2.7 KM) TO A SIDE ROAD
 AC6868'LEFT AND THE STATION ON THE LEFT ON TOP OF A HIGH POINT ON THE ROAD
 AC6868'THE MARK IS A STANDARD USGS DISK SET IN THE TOP OF A 17 CM SQUARE
 AC6868'CONCRETE POST PROJECTING ABOUT 1 CM ABOVE THE GROUND.  IT IS 8.5 M
 AC6868'(27.9 FT) EAST-NORTHEAST FROM THE CENTER OF MOFFAT COUNTY ROAD 74, 6.3
 AC6868'M (20.7 FT) NORTHWEST FROM THE CENTER OF A DIRT ROAD TO THE NORTHWEST,
 AC6868'2.1 M (6.9 FT) SOUTHEAST FROM A TALL FENCE CORNER, 0.2 M (0.7 FT)
 AC6868'SOUTH FROM A WITNESS POST AND ABOUT 0.9 M (3.0 FT) ABOVE THE COUNTY
 AC6868'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0118 ***********************************************************************
 JM0118  DESIGNATION -  5002 RESET
 JM0118  PID         -  JM0118
 JM0118  STATE/COUNTY-  CO/MONTROSE
 JM0118  USGS QUAD   -  ATKINSON CREEK (1994)
 JM0118
 JM0118                         *CURRENT SURVEY CONTROL
 JM0118  ___________________________________________________________________
 JM0118* NAD 83(1986)-  38 23 03.     (N)    108 44 57.     (W)     SCALED    
 JM0118* NAVD 88     -      1526.64   (meters)    5008.7    (feet)  RESET     
 JM0118  ___________________________________________________________________
 JM0118  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 JM0118
 JM0118  VERT ORDER  -  THIRD
 JM0118
 JM0118.The horizontal coordinates were scaled from a topographic map and have
 JM0118.an estimated accuracy of +/- 6 seconds.
 JM0118
 JM0118.The orthometric height was computed from unverified reset data.
 JM0118
 JM0118.The geoid height was determined by GEOID03.
 JM0118
 JM0118;                    North         East    Units  Estimated Accuracy
 JM0118;SPC CO S     -   500,360.      630,570.      MT  (+/- 180 meters Scaled)
 JM0118
 JM0118                          SUPERSEDED SURVEY CONTROL
 JM0118
 JM0118.No superseded survey control is available for this station.
 JM0118
 JM0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH965508(NAD 83)
 JM0118_MARKER: DD = SURVEY DISK
 JM0118_SETTING: 80 = SET IN A BOULDER
 JM0118_SP_SET: BOULDER
 JM0118_STAMPING: 5002 RESET 1956
 JM0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0118+STABILITY: SURFACE MOTION
 JM0118
 JM0118  HISTORY     - Date     Condition        Report By
 JM0118  HISTORY     - 1956     MONUMENTED       CODH
 JM0118
 JM0118                          STATION DESCRIPTION
 JM0118
 JM0118'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1956
 JM0118'16.5 MI NW FROM NATURITA.
 JM0118'ABOUT 16.5 MILES NORTHWEST ALONG STATE HIGHWAYS 90 AND 141 FROM THE
 JM0118'PUBLIC SCHOOL AT NATURITA, MONTROSE COUNTY.  ABOUT 1.5 MILES NORTHWEST
 JM0118'ALONG STATE HIGHWAY 141 FROM THE INTERSECTION OF THE HIGHWAY INTO THE
 JM0118'TOWN OF URAVAN AND STATE HIGHWAY 141.  ABOUT 0.6 MILE SOUTHEAST FROM
 JM0118'THE CONCRETE BRIDGE OVER ATKINSON CREEK, AND 45 FEET NORTHEAST OF THE
 JM0118'CENTERLINE OF STATE HIGHWAY 141.  A STANDARD DISK, STAMPED 5002 RESET
 JM0118'1956 AND SET IN A LARGE SANDSTONE BOULDER 10 FEET LONG AND 2 FEET
 JM0118'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0416 ***********************************************************************
 KK0416  DESIGNATION -  5005
 KK0416  PID         -  KK0416
 KK0416  STATE/COUNTY-  CO/ADAMS
 KK0416  USGS QUAD   -  BRIGHTON (1994)
 KK0416
 KK0416                         *CURRENT SURVEY CONTROL
 KK0416  ___________________________________________________________________
 KK0416* NAD 83(1986)-  39 57 29.     (N)    104 49 52.     (W)     SCALED    
 KK0416* NAVD 88     -      1527.088  (meters)    5010.12   (feet)  POSTED    
 KK0416  ___________________________________________________________________
 KK0416  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 KK0416  DYNAMIC HT  -        1525.690 (meters)    5005.53  (feet)  COMP
 KK0416  MODELED GRAV-     979,659.8   (mgal)                       NAVD 88
 KK0416
 KK0416  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0416
 KK0416.The horizontal coordinates were scaled from a topographic map and have
 KK0416.an estimated accuracy of +/- 6 seconds.
 KK0416
 KK0416.The orthometric height was determined by differential leveling
 KK0416.and adjusted by the National Geodetic Survey in 1992..
 KK0416.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0416.rate of 0.0 thru 1.0 mm/km.
 KK0416
 KK0416.The geoid height was determined by GEOID03.
 KK0416
 KK0416.The dynamic height is computed by dividing the NAVD 88
 KK0416.geopotential number by the normal gravity value computed on the
 KK0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0416.degrees latitude (g = 980.6199 gals.).
 KK0416
 KK0416.The modeled gravity was interpolated from observed gravity values.
 KK0416
 KK0416;                    North         East    Units  Estimated Accuracy
 KK0416;SPC CO N     -   374,380.      971,550.      MT  (+/- 180 meters Scaled)
 KK0416
 KK0416                          SUPERSEDED SURVEY CONTROL
 KK0416
 KK0416  NGVD 29 (??/??/92) 1526.231  (m)         5007.31   (f) ADJ UNCH    1 2
 KK0416
 KK0416.Superseded values are not recommended for survey control.
 KK0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0416.See file dsdata.txt to determine how the superseded data were derived.
 KK0416
 KK0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE144231(NAD 83)
 KK0416_MARKER: P = PIPE CAP
 KK0416_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KK0416_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KK0416_STAMPING: 5005 DENVER
 KK0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0416
 KK0416  HISTORY     - Date     Condition        Report By
 KK0416  HISTORY     - UNK      MONUMENTED       USGS
 KK0416  HISTORY     - 1956     GOOD             NGS
 KK0416  HISTORY     - 1983     MARK NOT FOUND   NGS
 KK0416
 KK0416                          STATION DESCRIPTION
 KK0416
 KK0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KK0416'2.2 MI S FROM BRIGHTON.
 KK0416'2.2 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KK0416'AT BRIGHTON, AT A ROAD CROSSING, 42.6 FEET NORTH OF THE CENTER LINE
 KK0416'OF AN OILED ROAD, 27.3 FEET NORTHEAST OF THE 4TH POLE SOUTH OF
 KK0416'MILEPOST 17, 22.5 FEET WEST OF THE WEST RAIL, 33.8 FEET SOUTHWEST
 KK0416'OF SEMAPHORE 16.8, 3.4 FEET NORTHEAST OF THE NORTHEAST SIDE OF A
 KK0416'SMALL IRRIGATION DITCH, 1 FOOT SOUTH OF A WITNESS POST, RIVETED ON
 KK0416'THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.7 FOOT ABOVE
 KK0416'THE GROUND, IN THE SOUTHEAST 1/4 OF SECTION 13, TOWNSHIP 1 SOUTH,
 KK0416'RANGE 67 WEST.  NOTE-- THIS MARK WAS PREVIOUSLY PUBLISHED AND
 KK0416'DESIGNATED AS 5005 (USGS) = Q 2.
 KK0416
 KK0416                          STATION RECOVERY (1983)
 KK0416
 KK0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0416'THE MARK MAY HAVE BEEN DESTROYED BY CONSTRUCTION OF AN IRRIGATION
 KK0416'CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0620 ***********************************************************************
 LL0620  DESIGNATION -  5016.37
 LL0620  PID         -  LL0620
 LL0620  STATE/COUNTY-  CO/BOULDER
 LL0620  USGS QUAD   -  LONGMONT (1979)
 LL0620
 LL0620                         *CURRENT SURVEY CONTROL
 LL0620  ___________________________________________________________________
 LL0620* NAD 83(1986)-  40 11 18.     (N)    105 06 08.     (W)     SCALED    
 LL0620* NAVD 88     -      1529.673  (meters)    5018.60   (feet)  POSTED    
 LL0620  ___________________________________________________________________
 LL0620  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 LL0620  DYNAMIC HT  -        1528.280 (meters)    5014.03  (feet)  COMP
 LL0620  MODELED GRAV-     979,663.5   (mgal)                       NAVD 88
 LL0620
 LL0620  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0620
 LL0620.The horizontal coordinates were scaled from a topographic map and have
 LL0620.an estimated accuracy of +/- 6 seconds.
 LL0620
 LL0620.The orthometric height was determined by differential leveling
 LL0620.and adjusted by the National Geodetic Survey in 1992..
 LL0620.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0620.rate of 0.0 thru 1.0 mm/km.
 LL0620
 LL0620.The geoid height was determined by GEOID03.
 LL0620
 LL0620.The dynamic height is computed by dividing the NAVD 88
 LL0620.geopotential number by the normal gravity value computed on the
 LL0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0620.degrees latitude (g = 980.6199 gals.).
 LL0620
 LL0620.The modeled gravity was interpolated from observed gravity values.
 LL0620
 LL0620;                    North         East    Units  Estimated Accuracy
 LL0620;SPC CO N     -   399,810.      948,280.      MT  (+/- 180 meters Scaled)
 LL0620
 LL0620                          SUPERSEDED SURVEY CONTROL
 LL0620
 LL0620  NGVD 29 (??/??/92) 1528.697  (m)         5015.40   (f) ADJ UNCH    2 0
 LL0620
 LL0620.Superseded values are not recommended for survey control.
 LL0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0620.See file dsdata.txt to determine how the superseded data were derived.
 LL0620
 LL0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE912486(NAD 83)
 LL0620_MARKER: Q = CHISELED SQUARE
 LL0620_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0620_SP_SET: CULVERT
 LL0620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0620
 LL0620  HISTORY     - Date     Condition        Report By
 LL0620  HISTORY     - UNK      MONUMENTED       USGS
 LL0620  HISTORY     - 1951     GOOD             NGS
 LL0620  HISTORY     - 1977     MARK NOT FOUND   NGS
 LL0620  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0620
 LL0620                          STATION DESCRIPTION
 LL0620
 LL0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LL0620'0.6 MI N FROM LONGMONT.
 LL0620'0.55 MILE NORTH ALONG U.S. HIGHWAYS 87 AND 287 FROM THE ENTRANCE
 LL0620'TO THE CEMETERY AT LONGMONT, AT JOHNSONS CORNER, AT A JUNCTION WITH
 LL0620'STATE HIGHWAY 379, 32 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAYS
 LL0620'87 AND 287, 30 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 379,
 LL0620'A CHISELED SQUARE ON THE TOP OF THE CENTER OF THE NORTH HEADWALL OF
 LL0620'A 12 INCH PIPE CULVERT UNDER A GRAVELED ROAD.
 LL0620
 LL0620                          STATION RECOVERY (1977)
 LL0620
 LL0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LL0620'MARK NOT FOUND.
 LL0620
 LL0620                          STATION RECOVERY (1984)
 LL0620
 LL0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0620'THE HIGHWAY HAS BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0462 ***********************************************************************
 HJ0462  DESIGNATION -  5017
 HJ0462  PID         -  HJ0462
 HJ0462  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0462  USGS QUAD   -  PAINTED CANYON (1984)
 HJ0462
 HJ0462                         *CURRENT SURVEY CONTROL
 HJ0462  ___________________________________________________________________
 HJ0462* NAD 83(1986)-  37 21 45.     (N)    103 54 02.     (W)     SCALED    
 HJ0462* NAVD 88     -      1529.932  (meters)    5019.45   (feet)  ADJUSTED  
 HJ0462  ___________________________________________________________________
 HJ0462  GEOID HEIGHT-         -20.13  (meters)                     GEOID03
 HJ0462  DYNAMIC HT  -        1528.215 (meters)    5013.82  (feet)  COMP
 HJ0462  MODELED GRAV-     979,454.3   (mgal)                       NAVD 88
 HJ0462
 HJ0462  VERT ORDER  -  THIRD
 HJ0462
 HJ0462.The horizontal coordinates were scaled from a topographic map and have
 HJ0462.an estimated accuracy of +/- 6 seconds.
 HJ0462
 HJ0462.The orthometric height was determined by differential leveling
 HJ0462.and adjusted by the National Geodetic Survey in August 1995..
 HJ0462
 HJ0462.The geoid height was determined by GEOID03.
 HJ0462
 HJ0462.The dynamic height is computed by dividing the NAVD 88
 HJ0462.geopotential number by the normal gravity value computed on the
 HJ0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0462.degrees latitude (g = 980.6199 gals.).
 HJ0462
 HJ0462.The modeled gravity was interpolated from observed gravity values.
 HJ0462
 HJ0462;                    North         East    Units  Estimated Accuracy
 HJ0462;SPC CO S     -   383,240.    1,056,080.      MT  (+/- 180 meters Scaled)
 HJ0462
 HJ0462                          SUPERSEDED SURVEY CONTROL
 HJ0462
 HJ0462.No superseded survey control is available for this station.
 HJ0462
 HJ0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB973356(NAD 83)
 HJ0462_MARKER: Q = CHISELED SQUARE
 HJ0462_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HJ0462_SP_SET: CORNER OF CONCRETE SLAB
 HJ0462_MARK LOGO: NONE  
 HJ0462_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HJ0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HJ0462
 HJ0462  HISTORY     - Date     Condition        Report By
 HJ0462  HISTORY     - 1970     MONUMENTED       USGS
 HJ0462
 HJ0462                          STATION DESCRIPTION
 HJ0462
 HJ0462'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HJ0462'FROM THE JUNCTION OF COLORADO STATE HIGHWAY 389 AND U.S. HIGHWAY
 HJ0462'160, PROCEED 1.8 MILE (2.9 KM) EAST ALONG U.S. HIGHWAY 160 TO A
 HJ0462'CROSSROAD INTERSECTION, THENCE PROCEED 15.3 MILES (24.6 KM) NORTHWEST
 HJ0462'ALONG A COUNTY ROAD KNOWN AS PIPELINE ROAD, AT AN OLD DUMP, 75 FEET
 HJ0462'(22.9 M) EAST OF CENTERLINE CATTLEGUARD, 30 FEET (9.1 M) NORTHEAST OF
 HJ0462'THE ROAD, AT THE NORTH CORNER OF A CONCRETE SLAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0377 ***********************************************************************
 LL0377  DESIGNATION -  5021
 LL0377  PID         -  LL0377
 LL0377  STATE/COUNTY-  CO/WELD
 LL0377  USGS QUAD   -  PURCELL (1960)
 LL0377
 LL0377                         *CURRENT SURVEY CONTROL
 LL0377  ___________________________________________________________________
 LL0377* NAD 83(1986)-  40 38 17.     (N)    104 36 04.     (W)     SCALED    
 LL0377* NAVD 88     -      1530.565  (meters)    5021.53   (feet)  ADJUSTED  
 LL0377  ___________________________________________________________________
 LL0377  GEOID HEIGHT-         -17.81  (meters)                     GEOID03
 LL0377  DYNAMIC HT  -        1529.291 (meters)    5017.35  (feet)  COMP
 LL0377  MODELED GRAV-     979,738.6   (mgal)                       NAVD 88
 LL0377
 LL0377  VERT ORDER  -  SECOND    CLASS 0
 LL0377
 LL0377.The horizontal coordinates were scaled from a topographic map and have
 LL0377.an estimated accuracy of +/- 6 seconds.
 LL0377
 LL0377.The orthometric height was determined by differential leveling
 LL0377.and adjusted by the National Geodetic Survey in June 1991..
 LL0377
 LL0377.The geoid height was determined by GEOID03.
 LL0377
 LL0377.The dynamic height is computed by dividing the NAVD 88
 LL0377.geopotential number by the normal gravity value computed on the
 LL0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0377.degrees latitude (g = 980.6199 gals.).
 LL0377
 LL0377.The modeled gravity was interpolated from observed gravity values.
 LL0377
 LL0377;                    North         East    Units  Estimated Accuracy
 LL0377;SPC CO N     -   450,050.      990,440.      MT  (+/- 180 meters Scaled)
 LL0377
 LL0377                          SUPERSEDED SURVEY CONTROL
 LL0377
 LL0377  NGVD 29 (??/??/92) 1529.662  (m)         5018.57   (f) ADJ UNCH    2 0
 LL0377
 LL0377.Superseded values are not recommended for survey control.
 LL0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0377.See file dsdata.txt to determine how the superseded data were derived.
 LL0377
 LL0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE337986(NAD 83)
 LL0377_MARKER: P = PIPE CAP
 LL0377_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LL0377_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LL0377_STAMPING: 5021 DENVER 1906
 LL0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0377
 LL0377  HISTORY     - Date     Condition        Report By
 LL0377  HISTORY     - 1906     MONUMENTED       USGS
 LL0377  HISTORY     - 1934     GOOD             NGS
 LL0377
 LL0377                          STATION DESCRIPTION
 LL0377
 LL0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LL0377'10.9 MI NE FROM AULT.
 LL0377'10.9 MILES NORTHEAST ALONG OLD STATE HIGHWAY 14 FROM THE POST
 LL0377'OFFICE AT AULT, WELD COUNTY, AT PURCELL, 20.2 FEET SOUTH OF THE
 LL0377'SOUTHWEST CORNER OF THE UNION PACIFIC RAILROAD STATION, 55.1 FEET
 LL0377'NORTHEAST OF THE CENTER OF A ROAD INTERSECTION, AND 21.2 FEET NORTH
 LL0377'OF THE CENTERLINE OF THE OLD HIGHWAY.  A UNITED STATES GEOLOGICAL
 LL0377'SURVEY STANDARD CAP, STAMPED 5021 DENVER 1906 AND RIVETED ON THE
 LL0377'TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0612 ***********************************************************************
 LL0612  DESIGNATION -  5022
 LL0612  PID         -  LL0612
 LL0612  STATE/COUNTY-  CO/LARIMER
 LL0612  USGS QUAD   -  LOVELAND (1984)
 LL0612
 LL0612                         *CURRENT SURVEY CONTROL
 LL0612  ___________________________________________________________________
 LL0612* NAD 83(1986)-  40 25 54.     (N)    105 04 55.     (W)     SCALED    
 LL0612* NAVD 88     -      1531.052  (meters)    5023.13   (feet)  ADJUSTED  
 LL0612  ___________________________________________________________________
 LL0612  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 LL0612  DYNAMIC HT  -        1529.733 (meters)    5018.80  (feet)  COMP
 LL0612  MODELED GRAV-     979,710.1   (mgal)                       NAVD 88
 LL0612
 LL0612  VERT ORDER  -  SECOND    CLASS 0
 LL0612
 LL0612.The horizontal coordinates were scaled from a topographic map and have
 LL0612.an estimated accuracy of +/- 6 seconds.
 LL0612
 LL0612.The orthometric height was determined by differential leveling
 LL0612.and adjusted by the National Geodetic Survey in June 1991..
 LL0612
 LL0612.The geoid height was determined by GEOID03.
 LL0612
 LL0612.The dynamic height is computed by dividing the NAVD 88
 LL0612.geopotential number by the normal gravity value computed on the
 LL0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0612.degrees latitude (g = 980.6199 gals.).
 LL0612
 LL0612.The modeled gravity was interpolated from observed gravity values.
 LL0612
 LL0612;                    North         East    Units  Estimated Accuracy
 LL0612;SPC CO N     -   426,830.      949,870.      MT  (+/- 180 meters Scaled)
 LL0612
 LL0612                          SUPERSEDED SURVEY CONTROL
 LL0612
 LL0612  NGVD 29 (??/??/92) 1530.060  (m)         5019.87   (f) ADJ UNCH    2 0
 LL0612
 LL0612.Superseded values are not recommended for survey control.
 LL0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0612.See file dsdata.txt to determine how the superseded data were derived.
 LL0612
 LL0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE930756(NAD 83)
 LL0612_MARKER: P = PIPE CAP
 LL0612_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LL0612_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LL0612_STAMPING: 5022 DENVER
 LL0612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0612
 LL0612  HISTORY     - Date     Condition        Report By
 LL0612  HISTORY     - UNK      MONUMENTED       USGS
 LL0612  HISTORY     - 1940     GOOD             NGS
 LL0612  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0612  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0612
 LL0612                          STATION DESCRIPTION
 LL0612
 LL0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LL0612'2 MI N FROM LOVELAND.
 LL0612'2.0 MILES NORTH ALONG U.S. HIGHWAY 287 AND A COUNTY ROAD FROM THE
 LL0612'POST OFFICE AT LOVELAND, LARIMER COUNTY, 0.1 MILE WEST OF THE
 LL0612'HIGHWAY 49.3 FEET EAST OF THE CENTER COLORADO AND SOUTHERN RAILWAY
 LL0612'TRACK, 40 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST COUNTY
 LL0612'ROAD, 11 FEET NORTH OF A FENCE CORNER, 0.7 FOOT WEST OF THE RAILROAD
 LL0612'RIGHT-OF-WAY FENCE, AND 3.5 FEET LOWER THAN THE SHOULDER OF THE
 LL0612'ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 LL0612'5022 DENVER AND RIVETED ON THE TOP OF A 3-INCH IRON PIPE PROJECTING
 LL0612'0.6 FOOT ABOVE GROUND.
 LL0612
 LL0612                          STATION RECOVERY (1984)
 LL0612
 LL0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0612'MARK NOT FOUND.
 LL0612
 LL0612                          STATION RECOVERY (1984)
 LL0612
 LL0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0612'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0004 ***********************************************************************
 KM0004  DESIGNATION -  5024
 KM0004  PID         -  KM0004
 KM0004  STATE/COUNTY-  CO/GARFIELD
 KM0004  USGS QUAD   -  PARACHUTE (1962)
 KM0004
 KM0004                         *CURRENT SURVEY CONTROL
 KM0004  ___________________________________________________________________
 KM0004* NAD 83(1986)-  39 23 31.     (N)    108 07 05.     (W)     SCALED    
 KM0004* NAVD 88     -      1531.860  (meters)    5025.78   (feet)  ADJUSTED  
 KM0004  ___________________________________________________________________
 KM0004  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 KM0004  DYNAMIC HT  -        1530.336 (meters)    5020.78  (feet)  COMP
 KM0004  MODELED GRAV-     979,579.6   (mgal)                       NAVD 88
 KM0004
 KM0004  VERT ORDER  -  SECOND    CLASS 0
 KM0004
 KM0004.The horizontal coordinates were scaled from a topographic map and have
 KM0004.an estimated accuracy of +/- 6 seconds.
 KM0004
 KM0004.The orthometric height was determined by differential leveling
 KM0004.and adjusted by the National Geodetic Survey in June 1991..
 KM0004
 KM0004.The geoid height was determined by GEOID03.
 KM0004
 KM0004.The dynamic height is computed by dividing the NAVD 88
 KM0004.geopotential number by the normal gravity value computed on the
 KM0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0004.degrees latitude (g = 980.6199 gals.).
 KM0004
 KM0004.The modeled gravity was interpolated from observed gravity values.
 KM0004
 KM0004;                    North         East    Units  Estimated Accuracy
 KM0004;SPC CO C     -   481,070.      688,910.      MT  (+/- 180 meters Scaled)
 KM0004
 KM0004                          SUPERSEDED SURVEY CONTROL
 KM0004
 KM0004  NGVD 29 (??/??/92) 1530.762  (m)         5022.18   (f) ADJ UNCH    2 0
 KM0004
 KM0004.Superseded values are not recommended for survey control.
 KM0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0004.See file dsdata.txt to determine how the superseded data were derived.
 KM0004
 KM0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ481642(NAD 83)
 KM0004_MARKER: DD = SURVEY DISK
 KM0004_SETTING: 80 = SET IN A BOULDER
 KM0004_SP_SET: BOULDER
 KM0004_STAMPING: 5024
 KM0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0004+STABILITY: SURFACE MOTION
 KM0004
 KM0004  HISTORY     - Date     Condition        Report By
 KM0004  HISTORY     - UNK      MONUMENTED       USGS
 KM0004  HISTORY     - 1908     GOOD             USGS
 KM0004
 KM0004                          STATION DESCRIPTION
 KM0004
 KM0004'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 KM0004'1.0 MI SW FROM UNA.
 KM0004'1 MILE SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KM0004'UNA, OPPOSITE MILEPOST NC 37, 55 FEET SOUTHEAST OF THE TRACK, 50 FEET
 KM0004'NORTHWEST OF THE FENCE, AND IN THE TOP OF A GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0003 ***********************************************************************
 KM0003  DESIGNATION -  5031
 KM0003  PID         -  KM0003
 KM0003  STATE/COUNTY-  CO/GARFIELD
 KM0003  USGS QUAD   -  PARACHUTE (1962)
 KM0003
 KM0003                         *CURRENT SURVEY CONTROL
 KM0003  ___________________________________________________________________
 KM0003* NAD 83(1986)-  39 25 27.     (N)    108 04 34.     (W)     SCALED    
 KM0003* NAVD 88     -      1534.158  (meters)    5033.32   (feet)  ADJUSTED  
 KM0003  ___________________________________________________________________
 KM0003  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 KM0003  DYNAMIC HT  -        1532.626 (meters)    5028.29  (feet)  COMP
 KM0003  MODELED GRAV-     979,575.7   (mgal)                       NAVD 88
 KM0003
 KM0003  VERT ORDER  -  SECOND    CLASS 0
 KM0003
 KM0003.The horizontal coordinates were scaled from a topographic map and have
 KM0003.an estimated accuracy of +/- 6 seconds.
 KM0003
 KM0003.The orthometric height was determined by differential leveling
 KM0003.and adjusted by the National Geodetic Survey in June 1991..
 KM0003
 KM0003.The geoid height was determined by GEOID03.
 KM0003
 KM0003.The dynamic height is computed by dividing the NAVD 88
 KM0003.geopotential number by the normal gravity value computed on the
 KM0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0003.degrees latitude (g = 980.6199 gals.).
 KM0003
 KM0003.The modeled gravity was interpolated from observed gravity values.
 KM0003
 KM0003;                    North         East    Units  Estimated Accuracy
 KM0003;SPC CO C     -   484,540.      692,620.      MT  (+/- 180 meters Scaled)
 KM0003
 KM0003                          SUPERSEDED SURVEY CONTROL
 KM0003
 KM0003  NGVD 29 (??/??/92) 1533.046  (m)         5029.67   (f) ADJ UNCH    2 0
 KM0003
 KM0003.Superseded values are not recommended for survey control.
 KM0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0003.See file dsdata.txt to determine how the superseded data were derived.
 KM0003
 KM0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ516679(NAD 83)
 KM0003_MARKER: DD = SURVEY DISK
 KM0003_SETTING: 80 = SET IN A BOULDER
 KM0003_SP_SET: BOULDER
 KM0003_STAMPING: 5031
 KM0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0003+STABILITY: SURFACE MOTION
 KM0003
 KM0003  HISTORY     - Date     Condition        Report By
 KM0003  HISTORY     - UNK      MONUMENTED       USGS
 KM0003  HISTORY     - 1908     GOOD             USGS
 KM0003
 KM0003                          STATION DESCRIPTION
 KM0003
 KM0003'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 KM0003'2.4 MI SW FROM GRAND VALLEY.
 KM0003'2.4 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KM0003'FROM GRAND VALLEY, JUST NORTH OF THE WEST END OF BRIDGE 33 B, AND IN
 KM0003'THE TOP OF A FLAT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0039 ***********************************************************************
 KK0039  DESIGNATION -  5031
 KK0039  PID         -  KK0039
 KK0039  STATE/COUNTY-  CO/ADAMS
 KK0039  USGS QUAD   -  SUNNYDALE (1978)
 KK0039
 KK0039                         *CURRENT SURVEY CONTROL
 KK0039  ___________________________________________________________________
 KK0039* NAD 83(1986)-  39 58 12.     (N)    104 24 52.     (W)     SCALED    
 KK0039* NAVD 88     -      1534.063  (meters)    5033.01   (feet)  ADJUSTED  
 KK0039  ___________________________________________________________________
 KK0039  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 KK0039  DYNAMIC HT  -        1532.698 (meters)    5028.53  (feet)  COMP
 KK0039  MODELED GRAV-     979,681.8   (mgal)                       NAVD 88
 KK0039
 KK0039  VERT ORDER  -  SECOND    CLASS 0
 KK0039
 KK0039.The horizontal coordinates were scaled from a topographic map and have
 KK0039.an estimated accuracy of +/- 6 seconds.
 KK0039
 KK0039.The orthometric height was determined by differential leveling
 KK0039.and adjusted by the National Geodetic Survey in June 1991..
 KK0039
 KK0039.The geoid height was determined by GEOID03.
 KK0039
 KK0039.The dynamic height is computed by dividing the NAVD 88
 KK0039.geopotential number by the normal gravity value computed on the
 KK0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0039.degrees latitude (g = 980.6199 gals.).
 KK0039
 KK0039.The modeled gravity was interpolated from observed gravity values.
 KK0039
 KK0039;                    North         East    Units  Estimated Accuracy
 KK0039;SPC CO N     -   376,060.    1,007,140.      MT  (+/- 180 meters Scaled)
 KK0039
 KK0039                          SUPERSEDED SURVEY CONTROL
 KK0039
 KK0039  NGVD 29 (??/??/92) 1533.214  (m)         5030.22   (f) ADJ UNCH    2 0
 KK0039
 KK0039.Superseded values are not recommended for survey control.
 KK0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0039.See file dsdata.txt to determine how the superseded data were derived.
 KK0039
 KK0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE500245(NAD 83)
 KK0039_MARKER: Z = SEE DESCRIPTION
 KK0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0039+STABILITY: SURFACE MOTION
 KK0039
 KK0039  HISTORY     - Date     Condition        Report By
 KK0039  HISTORY     - UNK      MONUMENTED       USGS
 KK0039  HISTORY     - 1952     GOOD             NGS
 KK0039
 KK0039                          STATION DESCRIPTION
 KK0039
 KK0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KK0039'7.2 MI S FROM PROSPECT VALLEY.
 KK0039'7.15 MILES SOUTH ALONG STATE HIGHWAY 79 FROM ITS INTERSECTION
 KK0039'WITH STATE HIGHWAY 52 AT PROSPECT VALLEY, 0.2 MILE NORTHWEST OF A
 KK0039'LONE TREE, 29 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 42
 KK0039'FEET SOUTH OF THE CENTER LINE OF A FIELD ROAD LEADING WEST, 15.2
 KK0039'FEET SOUTH OF BENCH MARK K 331, 2.8 FEET SOUTHEAST OF A FENCE POST,
 KK0039'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0409 ***********************************************************************
 KK0409  DESIGNATION -  5033
 KK0409  PID         -  KK0409
 KK0409  STATE/COUNTY-  CO/ADAMS
 KK0409  USGS QUAD   -  BRIGHTON (1994)
 KK0409
 KK0409                         *CURRENT SURVEY CONTROL
 KK0409  ___________________________________________________________________
 KK0409* NAD 83(1986)-  39 55 18.     (N)    104 51 08.     (W)     SCALED    
 KK0409* NAVD 88     -      1535.645  (meters)    5038.20   (feet)  POSTED    
 KK0409  ___________________________________________________________________
 KK0409  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 KK0409  DYNAMIC HT  -        1534.240 (meters)    5033.59  (feet)  COMP
 KK0409  MODELED GRAV-     979,654.6   (mgal)                       NAVD 88
 KK0409
 KK0409  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KK0409
 KK0409.The horizontal coordinates were scaled from a topographic map and have
 KK0409.an estimated accuracy of +/- 6 seconds.
 KK0409
 KK0409.The orthometric height was determined by differential leveling
 KK0409.and adjusted by the National Geodetic Survey in 1992..
 KK0409.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KK0409.rate of 2.1 thru 3.0 mm/km.
 KK0409
 KK0409.The geoid height was determined by GEOID03.
 KK0409
 KK0409.The dynamic height is computed by dividing the NAVD 88
 KK0409.geopotential number by the normal gravity value computed on the
 KK0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0409.degrees latitude (g = 980.6199 gals.).
 KK0409
 KK0409.The modeled gravity was interpolated from observed gravity values.
 KK0409
 KK0409;                    North         East    Units  Estimated Accuracy
 KK0409;SPC CO N     -   370,330.      969,780.      MT  (+/- 180 meters Scaled)
 KK0409
 KK0409                          SUPERSEDED SURVEY CONTROL
 KK0409
 KK0409  NGVD 29 (??/??/92) 1534.769  (m)         5035.32   (f) ADJ UNCH    1 2
 KK0409
 KK0409.Superseded values are not recommended for survey control.
 KK0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0409.See file dsdata.txt to determine how the superseded data were derived.
 KK0409
 KK0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE126190(NAD 83)
 KK0409_MARKER: P = PIPE CAP
 KK0409_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KK0409_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KK0409_STAMPING: 5033 DENVER
 KK0409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0409
 KK0409  HISTORY     - Date     Condition        Report By
 KK0409  HISTORY     - UNK      MONUMENTED       USGS
 KK0409  HISTORY     - 1956     MARK NOT FOUND   NGS
 KK0409
 KK0409                          STATION DESCRIPTION
 KK0409
 KK0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KK0409'4.7 MI SW FROM BRIGHTON.
 KK0409'ON THE UNION PACIFIC RAILROAD, 286 FEET NORTH OF THE STATION SIGN
 KK0409'AT HENDERSON, 42 FEET SOUTHWEST OF THE SEVENTH POLE NORTH OF
 KK0409'MILEPOST 14, 197 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK, AT
 KK0409'A ROAD CROSSING, 38 FEET NORTH OF THE ROAD, 12 FEET EAST OF A ROAD
 KK0409'PARALLELING THE TRACK, AND 2 FEET EAST OF A WHITE WOODEN WITNESS
 KK0409'POST.  RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.  NOTE-- THIS
 KK0409'MARK WAS PREVIOUSLY PUBLISHED AND DESIGNATED AS 5033 (USGS) = P 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0294 ***********************************************************************
 LL0294  DESIGNATION -  5041
 LL0294  PID         -  LL0294
 LL0294  STATE/COUNTY-  CO/WELD
 LL0294  USGS QUAD   -  NUNN (1975)
 LL0294
 LL0294                         *CURRENT SURVEY CONTROL
 LL0294  ___________________________________________________________________
 LL0294* NAD 83(1986)-  40 38 08.     (N)    104 45 18.     (W)     SCALED    
 LL0294* NAVD 88     -      1536.872  (meters)    5042.22   (feet)  ADJUSTED  
 LL0294  ___________________________________________________________________
 LL0294  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 LL0294  DYNAMIC HT  -        1535.590 (meters)    5038.01  (feet)  COMP
 LL0294  MODELED GRAV-     979,736.3   (mgal)                       NAVD 88
 LL0294
 LL0294  VERT ORDER  -  FIRST     CLASS II
 LL0294
 LL0294.The horizontal coordinates were scaled from a topographic map and have
 LL0294.an estimated accuracy of +/- 6 seconds.
 LL0294
 LL0294.The orthometric height was determined by differential leveling
 LL0294.and adjusted by the National Geodetic Survey in June 1991..
 LL0294
 LL0294.The geoid height was determined by GEOID03.
 LL0294
 LL0294.The dynamic height is computed by dividing the NAVD 88
 LL0294.geopotential number by the normal gravity value computed on the
 LL0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0294.degrees latitude (g = 980.6199 gals.).
 LL0294
 LL0294.The modeled gravity was interpolated from observed gravity values.
 LL0294
 LL0294;                    North         East    Units  Estimated Accuracy
 LL0294;SPC CO N     -   449,660.      977,420.      MT  (+/- 180 meters Scaled)
 LL0294
 LL0294                          SUPERSEDED SURVEY CONTROL
 LL0294
 LL0294  NGVD 29 (06/08/92) 1535.997  (m)         5039.35   (f) ADJUSTED    1 2
 LL0294
 LL0294.Superseded values are not recommended for survey control.
 LL0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0294.See file dsdata.txt to determine how the superseded data were derived.
 LL0294
 LL0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE207983(NAD 83)
 LL0294_MARKER: DB = BENCH MARK DISK
 LL0294_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LL0294_SP_SET: BUILDING
 LL0294_STAMPING: 5041 DNV 1908
 LL0294_MARK LOGO: USGS  
 LL0294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0294
 LL0294  HISTORY     - Date     Condition        Report By
 LL0294  HISTORY     - 1908     MONUMENTED       USGS
 LL0294  HISTORY     - 1956     GOOD             NGS
 LL0294  HISTORY     - 1983     GOOD             NGS
 LL0294
 LL0294                          STATION DESCRIPTION
 LL0294
 LL0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0294'AT PIERCE.
 LL0294'AT PIERCE, 0.2 MILE SOUTHWEST OF THE UNION PACIFIC RAILROAD
 LL0294'STATION, 60 FEET NORTH OF THE CENTER LINE OF MAIN STREET, 33
 LL0294'FEET EAST OF THE CENTER LINE OF 2ND AVENUE, 2 FEET NORTH OF THE
 LL0294'SOUTHWEST CORNER OF A BUILDING OCCUPIED BY THE PIERCE GROCERY
 LL0294'AND LOCKER COMPANY, 2.0 FEET ABOVE THE SIDEWALK, SET VERTICALLY
 LL0294'IN THE WEST BRICK WALL OF THE BUILDING, IN THE NORTHEAST 1/4 OF
 LL0294'SECTION 27, TOWNSHIP 8 NORTH, RANGE 66 WEST.
 LL0294
 LL0294                          STATION RECOVERY (1983)
 LL0294
 LL0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0294'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 LL0294'CHANGE PIERCE GROCERY AND LOCKER COMPANY TO THE PLAINS MARKET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0053 ***********************************************************************
 JK0053  DESIGNATION -  5045
 JK0053  PID         -  JK0053
 JK0053  STATE/COUNTY-  CO/PUEBLO
 JK0053  USGS QUAD   -  PINON (1974)
 JK0053
 JK0053                         *CURRENT SURVEY CONTROL
 JK0053  ___________________________________________________________________
 JK0053* NAD 83(1986)-  38 27 29.     (N)    104 36 20.     (W)     SCALED    
 JK0053* NAVD 88     -      1538.166  (meters)    5046.47   (feet)  POSTED    
 JK0053  ___________________________________________________________________
 JK0053  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 JK0053  DYNAMIC HT  -        1536.560 (meters)    5041.20  (feet)  COMP
 JK0053  MODELED GRAV-     979,529.2   (mgal)                       NAVD 88
 JK0053
 JK0053  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 JK0053
 JK0053.The horizontal coordinates were scaled from a topographic map and have
 JK0053.an estimated accuracy of +/- 6 seconds.
 JK0053
 JK0053.The orthometric height was determined by differential leveling
 JK0053.and adjusted by the National Geodetic Survey in 1992..
 JK0053.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 JK0053.rate of 3.1 thru 4.0 mm/km.
 JK0053
 JK0053.The geoid height was determined by GEOID03.
 JK0053
 JK0053.The dynamic height is computed by dividing the NAVD 88
 JK0053.geopotential number by the normal gravity value computed on the
 JK0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0053.degrees latitude (g = 980.6199 gals.).
 JK0053
 JK0053.The modeled gravity was interpolated from observed gravity values.
 JK0053
 JK0053;                    North         East    Units  Estimated Accuracy
 JK0053;SPC CO S     -   504,000.      992,470.      MT  (+/- 180 meters Scaled)
 JK0053
 JK0053                          SUPERSEDED SURVEY CONTROL
 JK0053
 JK0053  NGVD 29 (??/??/92) 1537.264  (m)         5043.51   (f) ADJ UNCH    1 2
 JK0053
 JK0053.Superseded values are not recommended for survey control.
 JK0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0053.See file dsdata.txt to determine how the superseded data were derived.
 JK0053
 JK0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC344567(NAD 83)
 JK0053_MARKER: P = PIPE CAP
 JK0053_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JK0053_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JK0053_STAMPING: 5043.776
 JK0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK0053
 JK0053  HISTORY     - Date     Condition        Report By
 JK0053  HISTORY     - UNK      MONUMENTED       USGS
 JK0053  HISTORY     - 1954     GOOD             NGS
 JK0053  HISTORY     - 1983     MARK NOT FOUND   NGS
 JK0053
 JK0053                          STATION DESCRIPTION
 JK0053
 JK0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JK0053'14.8 MI N FROM PUEBLO.
 JK0053'14.8 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0053'FROM THE UNION STATION AT PUEBLO, 51 FEET SOUTHEAST OF THE CENTER
 JK0053'OF A GRAVELED ROAD CROSSING, 28 FEET EAST OF THE EAST RAIL, 1 FOOT
 JK0053'NORTH OF A WITNESS POST, 4 FEET BELOW THE TOP OF THE RAILS, RIVETED
 JK0053'ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.5 FOOT ABOVE
 JK0053'THE GROUND.
 JK0053
 JK0053                          STATION RECOVERY (1983)
 JK0053
 JK0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JK0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0111 ***********************************************************************
 KK0111  DESIGNATION -  5049.7
 KK0111  PID         -  KK0111
 KK0111  STATE/COUNTY-  CO/ARAPAHOE
 KK0111  USGS QUAD   -  PEORIA (1978)
 KK0111
 KK0111                         *CURRENT SURVEY CONTROL
 KK0111  ___________________________________________________________________
 KK0111* NAD 83(1986)-  39 44 23.     (N)    104 06 26.     (W)     SCALED    
 KK0111* NAVD 88     -      1539.778  (meters)    5051.76   (feet)  ADJUSTED  
 KK0111  ___________________________________________________________________
 KK0111  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 KK0111  DYNAMIC HT  -        1538.392 (meters)    5047.21  (feet)  COMP
 KK0111  MODELED GRAV-     979,671.7   (mgal)                       NAVD 88
 KK0111
 KK0111  VERT ORDER  -  SECOND    CLASS 0
 KK0111
 KK0111.The horizontal coordinates were scaled from a topographic map and have
 KK0111.an estimated accuracy of +/- 6 seconds.
 KK0111
 KK0111.The orthometric height was determined by differential leveling
 KK0111.and adjusted by the National Geodetic Survey in June 1991..
 KK0111
 KK0111.The geoid height was determined by GEOID03.
 KK0111
 KK0111.The dynamic height is computed by dividing the NAVD 88
 KK0111.geopotential number by the normal gravity value computed on the
 KK0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0111.degrees latitude (g = 980.6199 gals.).
 KK0111
 KK0111.The modeled gravity was interpolated from observed gravity values.
 KK0111
 KK0111;                    North         East    Units  Estimated Accuracy
 KK0111;SPC CO C     -   517,350.    1,033,780.      MT  (+/- 180 meters Scaled)
 KK0111
 KK0111                          SUPERSEDED SURVEY CONTROL
 KK0111
 KK0111  NGVD 29 (??/??/92) 1538.968  (m)         5049.10   (f) ADJ UNCH    2 0
 KK0111
 KK0111.Superseded values are not recommended for survey control.
 KK0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0111.See file dsdata.txt to determine how the superseded data were derived.
 KK0111
 KK0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED764992(NAD 83)
 KK0111_MARKER: Q = CHISELED SQUARE
 KK0111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0111_SP_SET: BRIDGE CURB
 KK0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0111
 KK0111  HISTORY     - Date     Condition        Report By
 KK0111  HISTORY     - UNK      MONUMENTED       USGS
 KK0111  HISTORY     - 1954     GOOD             NGS
 KK0111
 KK0111                          STATION DESCRIPTION
 KK0111
 KK0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0111'8.4 MI E FROM BYERS.
 KK0111'0.5 MILE SOUTHEAST ALONG U.S. HIGHWAYS 40 AND 287 FROM THE UNION
 KK0111'PACIFIC RAILROAD STATION AT BYERS, THENCE 4.5 MILES EAST ALONG A
 KK0111'GRAVELED ROAD, THENCE 2.0 MILES NORTH ALONG A GRAVELED ROAD,
 KK0111'THENCE 1.4 MILES EAST ALONG U.S. HIGHWAY 36, 13.5 FEET SOUTH
 KK0111'OF THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE WEST END OF
 KK0111'THE SOUTH CONCRETE CURB OVER THE TOP OF THE SOUTH END OF THE WEST
 KK0111'ABUTMENT OF A CONCRETE BRIDGE OVER EAST BIJOU CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0466 ***********************************************************************
 HJ0466  DESIGNATION -  5057
 HJ0466  PID         -  HJ0466
 HJ0466  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0466  USGS QUAD   -  ROCK CROSSING (1993)
 HJ0466
 HJ0466                         *CURRENT SURVEY CONTROL
 HJ0466  ___________________________________________________________________
 HJ0466* NAD 83(1986)-  37 24 34.     (N)    103 55 43.     (W)     SCALED    
 HJ0466* NAVD 88     -      1542.110  (meters)    5059.41   (feet)  ADJUSTED  
 HJ0466  ___________________________________________________________________
 HJ0466  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 HJ0466  DYNAMIC HT  -        1540.385 (meters)    5053.75  (feet)  COMP
 HJ0466  MODELED GRAV-     979,457.7   (mgal)                       NAVD 88
 HJ0466
 HJ0466  VERT ORDER  -  THIRD
 HJ0466
 HJ0466.The horizontal coordinates were scaled from a topographic map and have
 HJ0466.an estimated accuracy of +/- 6 seconds.
 HJ0466
 HJ0466.The orthometric height was determined by differential leveling
 HJ0466.and adjusted by the National Geodetic Survey in August 1995..
 HJ0466
 HJ0466.The geoid height was determined by GEOID03.
 HJ0466
 HJ0466.The dynamic height is computed by dividing the NAVD 88
 HJ0466.geopotential number by the normal gravity value computed on the
 HJ0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0466.degrees latitude (g = 980.6199 gals.).
 HJ0466
 HJ0466.The modeled gravity was interpolated from observed gravity values.
 HJ0466
 HJ0466;                    North         East    Units  Estimated Accuracy
 HJ0466;SPC CO S     -   388,410.    1,053,510.      MT  (+/- 180 meters Scaled)
 HJ0466
 HJ0466                          SUPERSEDED SURVEY CONTROL
 HJ0466
 HJ0466.No superseded survey control is available for this station.
 HJ0466
 HJ0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB948408(NAD 83)
 HJ0466_MARKER: Q = CHISELED SQUARE
 HJ0466_SETTING: 66 = SET IN ROCK OUTCROP
 HJ0466_SP_SET: BEDROCK
 HJ0466_MARK LOGO: NONE  
 HJ0466_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HJ0466_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HJ0466+STABILITY: POSITION/ELEVATION WELL
 HJ0466
 HJ0466  HISTORY     - Date     Condition        Report By
 HJ0466  HISTORY     - 1970     MONUMENTED       USGS
 HJ0466
 HJ0466                          STATION DESCRIPTION
 HJ0466
 HJ0466'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HJ0466'FROM HOUGHTON, PROCEED 14.3 MILES (23.0 KM) SOUTHEAST ALONG A COUNTY
 HJ0466'ROAD KNOWN AS PIPELINE ROAD, APPROXIMATELY 550 FEET (167.6 M) SOUTH
 HJ0466'OF A ROCK FORMATION, 48 FEET (14.6 M) SOUTHWEST OF THE ROAD, A
 HJ0466'CHISELED SQUARE IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0473 ***********************************************************************
 LL0473  DESIGNATION -  5063
 LL0473  PID         -  LL0473
 LL0473  STATE/COUNTY-  CO/LARIMER
 LL0473  USGS QUAD   -  LAPORTE (1979)
 LL0473
 LL0473                         *CURRENT SURVEY CONTROL
 LL0473  ___________________________________________________________________
 LL0473* NAD 83(1986)-  40 37 34.     (N)    105 08 15.     (W)     SCALED    
 LL0473* NAVD 88     -      1543.655  (meters)    5064.47   (feet)  ADJUSTED  
 LL0473  ___________________________________________________________________
 LL0473  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 LL0473  DYNAMIC HT  -        1542.363 (meters)    5060.24  (feet)  COMP
 LL0473  MODELED GRAV-     979,733.7   (mgal)                       NAVD 88
 LL0473
 LL0473  VERT ORDER  -  SECOND    CLASS 0
 LL0473
 LL0473.The horizontal coordinates were scaled from a topographic map and have
 LL0473.an estimated accuracy of +/- 6 seconds.
 LL0473
 LL0473.The orthometric height was determined by differential leveling
 LL0473.and adjusted by the National Geodetic Survey in June 1991..
 LL0473
 LL0473.The geoid height was determined by GEOID03.
 LL0473
 LL0473.The dynamic height is computed by dividing the NAVD 88
 LL0473.geopotential number by the normal gravity value computed on the
 LL0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0473.degrees latitude (g = 980.6199 gals.).
 LL0473
 LL0473.The modeled gravity was interpolated from observed gravity values.
 LL0473
 LL0473;                    North         East    Units  Estimated Accuracy
 LL0473;SPC CO N     -   448,400.      945,070.      MT  (+/- 180 meters Scaled)
 LL0473
 LL0473                          SUPERSEDED SURVEY CONTROL
 LL0473
 LL0473  NGVD 29 (??/??/92) 1542.695  (m)         5061.33   (f) ADJ UNCH    2 0
 LL0473
 LL0473.Superseded values are not recommended for survey control.
 LL0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0473.See file dsdata.txt to determine how the superseded data were derived.
 LL0473
 LL0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE883972(NAD 83)
 LL0473_MARKER: P = PIPE CAP
 LL0473_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LL0473_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LL0473_STAMPING: 5063
 LL0473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0473
 LL0473  HISTORY     - Date     Condition        Report By
 LL0473  HISTORY     - UNK      MONUMENTED       USGS
 LL0473  HISTORY     - 1934     GOOD             NGS
 LL0473  HISTORY     - 1941     GOOD             NGS
 LL0473  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0473
 LL0473                          STATION DESCRIPTION
 LL0473
 LL0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LL0473'IN LA PORTE.
 LL0473'IN THE TOWN OF LA PORTE, LARIMER COUNTY, COLORADO, OPPOSITE
 LL0473'POSTOFFICE, 300 FEET SOUTH OF CENTERLINE OF U. S. HIGHWAY NO 285,
 LL0473'25 FEET EAST OF CENTERLINE OF ROAD, 2 FEET SOUTH OF TELEGRAPH POLE,
 LL0473'10 INCHES ABOVE GROUND SURFACE.
 LL0473
 LL0473                          STATION RECOVERY (1941)
 LL0473
 LL0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LL0473'RECOVERED IN GOOD CONDITION.
 LL0473
 LL0473                          STATION RECOVERY (1984)
 LL0473
 LL0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0473'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0469 ***********************************************************************
 HJ0469  DESIGNATION -  5064
 HJ0469  PID         -  HJ0469
 HJ0469  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0469  USGS QUAD   -  ROCK CROSSING (1993)
 HJ0469
 HJ0469                         *CURRENT SURVEY CONTROL
 HJ0469  ___________________________________________________________________
 HJ0469* NAD 83(1986)-  37 25 44.     (N)    103 56 38.     (W)     SCALED    
 HJ0469* NAVD 88     -      1544.349  (meters)    5066.75   (feet)  ADJUSTED  
 HJ0469  ___________________________________________________________________
 HJ0469  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 HJ0469  DYNAMIC HT  -        1542.617 (meters)    5061.07  (feet)  COMP
 HJ0469  MODELED GRAV-     979,454.2   (mgal)                       NAVD 88
 HJ0469
 HJ0469  VERT ORDER  -  THIRD
 HJ0469
 HJ0469.The horizontal coordinates were scaled from a topographic map and have
 HJ0469.an estimated accuracy of +/- 6 seconds.
 HJ0469
 HJ0469.The orthometric height was determined by differential leveling
 HJ0469.and adjusted by the National Geodetic Survey in August 1995..
 HJ0469
 HJ0469.The geoid height was determined by GEOID03.
 HJ0469
 HJ0469.The dynamic height is computed by dividing the NAVD 88
 HJ0469.geopotential number by the normal gravity value computed on the
 HJ0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0469.degrees latitude (g = 980.6199 gals.).
 HJ0469
 HJ0469.The modeled gravity was interpolated from observed gravity values.
 HJ0469
 HJ0469;                    North         East    Units  Estimated Accuracy
 HJ0469;SPC CO S     -   390,540.    1,052,120.      MT  (+/- 180 meters Scaled)
 HJ0469
 HJ0469                          SUPERSEDED SURVEY CONTROL
 HJ0469
 HJ0469.No superseded survey control is available for this station.
 HJ0469
 HJ0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB934429(NAD 83)
 HJ0469_MARKER: Q = CHISELED SQUARE
 HJ0469_SETTING: 66 = SET IN ROCK OUTCROP
 HJ0469_SP_SET: BEDROCK
 HJ0469_MARK LOGO: NONE  
 HJ0469_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HJ0469_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HJ0469+STABILITY: POSITION/ELEVATION WELL
 HJ0469
 HJ0469  HISTORY     - Date     Condition        Report By
 HJ0469  HISTORY     - 1970     MONUMENTED       USGS
 HJ0469
 HJ0469                          STATION DESCRIPTION
 HJ0469
 HJ0469'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HJ0469'FROM HOUGHTON, PROCEED 12.65 MILES (20.36 KM) SOUTHEAST ALONG A
 HJ0469'COUNTY ROAD KNOWN AS PIPELINE ROAD, 42 FEET (12.8 M) SOUTHWEST OF THE
 HJ0469'ROAD, AT A ROCK OUTCROP, A CHISELED SQUARE IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0619 ***********************************************************************
 LL0619  DESIGNATION -  5069.7
 LL0619  PID         -  LL0619
 LL0619  STATE/COUNTY-  CO/BOULDER
 LL0619  USGS QUAD   -  LONGMONT (1979)
 LL0619
 LL0619                         *CURRENT SURVEY CONTROL
 LL0619  ___________________________________________________________________
 LL0619* NAD 83(1986)-  40 12 11.     (N)    105 06 07.     (W)     SCALED    
 LL0619* NAVD 88     -      1545.892  (meters)    5071.81   (feet)  POSTED    
 LL0619  ___________________________________________________________________
 LL0619  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 LL0619  DYNAMIC HT  -        1544.490 (meters)    5067.21  (feet)  COMP
 LL0619  MODELED GRAV-     979,664.8   (mgal)                       NAVD 88
 LL0619
 LL0619  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0619
 LL0619.The horizontal coordinates were scaled from a topographic map and have
 LL0619.an estimated accuracy of +/- 6 seconds.
 LL0619
 LL0619.The orthometric height was determined by differential leveling
 LL0619.and adjusted by the National Geodetic Survey in 1992..
 LL0619.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0619.rate of 0.0 thru 1.0 mm/km.
 LL0619
 LL0619.The geoid height was determined by GEOID03.
 LL0619
 LL0619.The dynamic height is computed by dividing the NAVD 88
 LL0619.geopotential number by the normal gravity value computed on the
 LL0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0619.degrees latitude (g = 980.6199 gals.).
 LL0619
 LL0619.The modeled gravity was interpolated from observed gravity values.
 LL0619
 LL0619;                    North         East    Units  Estimated Accuracy
 LL0619;SPC CO N     -   401,440.      948,290.      MT  (+/- 180 meters Scaled)
 LL0619
 LL0619                          SUPERSEDED SURVEY CONTROL
 LL0619
 LL0619  NGVD 29 (??/??/92) 1544.918  (m)         5068.62   (f) ADJ UNCH    2 0
 LL0619
 LL0619.Superseded values are not recommended for survey control.
 LL0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0619.See file dsdata.txt to determine how the superseded data were derived.
 LL0619
 LL0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE913503(NAD 83)
 LL0619_MARKER: Q = CHISELED SQUARE
 LL0619_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0619_SP_SET: CULVERT
 LL0619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0619
 LL0619  HISTORY     - Date     Condition        Report By
 LL0619  HISTORY     - UNK      MONUMENTED       USGS
 LL0619  HISTORY     - 1951     GOOD             NGS
 LL0619  HISTORY     - 1977     MARK NOT FOUND   NGS
 LL0619  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0619  HISTORY     - 20040223 MARK NOT FOUND   USPSQD
 LL0619
 LL0619                          STATION DESCRIPTION
 LL0619
 LL0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LL0619'1.6 MI N FROM LONGMONT.
 LL0619'1.55 MILES NORTH ALONG U.S. HIGHWAYS 87 AND 287 FROM THE ENTRANCE
 LL0619'TO THE CEMETERY AT LONGMONT, AT A JUNCTION WITH STATE HIGHWAY 66,
 LL0619'32 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 66, 19 FEET EAST
 LL0619'OF THE CENTER LINE OF U.S. HIGHWAYS 87 AND 287, 3 FEET WEST OF A
 LL0619'TELEPHONE POLE, A CHISELED SQUARE ON THE TOP OF THE CENTER OF
 LL0619'THE SOUTH HEADWALL OF A 12 INCH PIPE CULVERT.
 LL0619
 LL0619                          STATION RECOVERY (1977)
 LL0619
 LL0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LL0619'MARK NOT FOUND.
 LL0619
 LL0619                          STATION RECOVERY (1984)
 LL0619
 LL0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0619'THE HIGHWAY HAS BEEN WIDENED.
 LL0619
 LL0619                          STATION RECOVERY (2004)
 LL0619
 LL0619'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL0619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0468 ***********************************************************************
 HJ0468  DESIGNATION -  5081
 HJ0468  PID         -  HJ0468
 HJ0468  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0468  USGS QUAD   -  ROCK CROSSING (1993)
 HJ0468
 HJ0468                         *CURRENT SURVEY CONTROL
 HJ0468  ___________________________________________________________________
 HJ0468* NAD 83(1986)-  37 25 28.     (N)    103 56 24.     (W)     SCALED    
 HJ0468* NAVD 88     -      1549.586  (meters)    5083.93   (feet)  ADJUSTED  
 HJ0468  ___________________________________________________________________
 HJ0468  GEOID HEIGHT-         -20.19  (meters)                     GEOID03
 HJ0468  DYNAMIC HT  -        1547.849 (meters)    5078.23  (feet)  COMP
 HJ0468  MODELED GRAV-     979,455.2   (mgal)                       NAVD 88
 HJ0468
 HJ0468  VERT ORDER  -  THIRD
 HJ0468
 HJ0468.The horizontal coordinates were scaled from a topographic map and have
 HJ0468.an estimated accuracy of +/- 6 seconds.
 HJ0468
 HJ0468.The orthometric height was determined by differential leveling
 HJ0468.and adjusted by the National Geodetic Survey in August 1995..
 HJ0468
 HJ0468.The geoid height was determined by GEOID03.
 HJ0468
 HJ0468.The dynamic height is computed by dividing the NAVD 88
 HJ0468.geopotential number by the normal gravity value computed on the
 HJ0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0468.degrees latitude (g = 980.6199 gals.).
 HJ0468
 HJ0468.The modeled gravity was interpolated from observed gravity values.
 HJ0468
 HJ0468;                    North         East    Units  Estimated Accuracy
 HJ0468;SPC CO S     -   390,060.    1,052,470.      MT  (+/- 180 meters Scaled)
 HJ0468
 HJ0468                          SUPERSEDED SURVEY CONTROL
 HJ0468
 HJ0468.No superseded survey control is available for this station.
 HJ0468
 HJ0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB937424(NAD 83)
 HJ0468_MARKER: N = NAIL
 HJ0468_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HJ0468_SP_SET: SET IN WOODEN CATTLEGUARD
 HJ0468_MARK LOGO: NONE  
 HJ0468_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HJ0468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HJ0468
 HJ0468  HISTORY     - Date     Condition        Report By
 HJ0468  HISTORY     - 1970     MONUMENTED       USGS
 HJ0468
 HJ0468                          STATION DESCRIPTION
 HJ0468
 HJ0468'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HJ0468'FROM HOUGHTON, PROCEED 13.0 MILES (20.9 KM) SOUTHEAST ALONG A COUNTY
 HJ0468'ROAD KNOWN AS PIPELINE ROAD, AT CENTERLINE OF A WOODEN CATTLEGUARD, A
 HJ0468'STEEL NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0118 ***********************************************************************
 KK0118  DESIGNATION -  5083.4
 KK0118  PID         -  KK0118
 KK0118  STATE/COUNTY-  CO/ARAPAHOE
 KK0118  USGS QUAD   -  PEORIA (1978)
 KK0118
 KK0118                         *CURRENT SURVEY CONTROL
 KK0118  ___________________________________________________________________
 KK0118* NAD 83(1986)-  39 44 22.     (N)    104 02 24.     (W)     SCALED    
 KK0118* NAVD 88     -      1550.032  (meters)    5085.40   (feet)  ADJUSTED  
 KK0118  ___________________________________________________________________
 KK0118  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 KK0118  DYNAMIC HT  -        1548.630 (meters)    5080.80  (feet)  COMP
 KK0118  MODELED GRAV-     979,667.4   (mgal)                       NAVD 88
 KK0118
 KK0118  VERT ORDER  -  SECOND    CLASS 0
 KK0118
 KK0118.The horizontal coordinates were scaled from a topographic map and have
 KK0118.an estimated accuracy of +/- 6 seconds.
 KK0118
 KK0118.The orthometric height was determined by differential leveling
 KK0118.and adjusted by the National Geodetic Survey in June 1991..
 KK0118
 KK0118.The geoid height was determined by GEOID03.
 KK0118
 KK0118.The dynamic height is computed by dividing the NAVD 88
 KK0118.geopotential number by the normal gravity value computed on the
 KK0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0118.degrees latitude (g = 980.6199 gals.).
 KK0118
 KK0118.The modeled gravity was interpolated from observed gravity values.
 KK0118
 KK0118;                    North         East    Units  Estimated Accuracy
 KK0118;SPC CO C     -   517,410.    1,039,540.      MT  (+/- 180 meters Scaled)
 KK0118
 KK0118                          SUPERSEDED SURVEY CONTROL
 KK0118
 KK0118  NGVD 29 (??/??/92) 1549.219  (m)         5082.73   (f) ADJ UNCH    2 0
 KK0118
 KK0118.Superseded values are not recommended for survey control.
 KK0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0118.See file dsdata.txt to determine how the superseded data were derived.
 KK0118
 KK0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED822992(NAD 83)
 KK0118_MARKER: Q = CHISELED SQUARE
 KK0118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0118_SP_SET: CORNER POST FOOTING
 KK0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0118
 KK0118  HISTORY     - Date     Condition        Report By
 KK0118  HISTORY     - UNK      MONUMENTED       USGS
 KK0118  HISTORY     - 1954     GOOD             NGS
 KK0118
 KK0118                          STATION DESCRIPTION
 KK0118
 KK0118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0118'12 MI E FROM BYERS.
 KK0118'0.5 MILE SOUTHEAST ALONG U.S. HIGHWAYS 40 AND 287 FROM THE UNION
 KK0118'PACIFIC RAILROAD STATION AT BYERS, THENCE 4.5 MILES EAST ALONG A
 KK0118'GRAVELED ROAD, THENCE 2.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 KK0118'5.0 MILES EAST ALONG U.S. HIGHWAY 36, 100 FEET SOUTH OF THE
 KK0118'CENTER LINE OF THE HIGHWAY, 51 FEET EAST OF THE CENTER LINE
 KK0118'OF A NORTH AND SOUTH ROAD, 0.5 FOOT WEST OF A FENCE CORNER, ON TOP
 KK0118'OF THE CONCRETE FOOTING OF THE FENCE CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0395 ***********************************************************************
 KK0395  DESIGNATION -  5090
 KK0395  PID         -  KK0395
 KK0395  STATE/COUNTY-  CO/ADAMS
 KK0395  USGS QUAD   -  COMMERCE CITY (1994)
 KK0395
 KK0395                         *CURRENT SURVEY CONTROL
 KK0395  ___________________________________________________________________
 KK0395* NAD 83(1986)-  39 52 15.     (N)    104 53 24.     (W)     SCALED    
 KK0395* NAVD 88     -      1552.912  (meters)    5094.85   (feet)  ADJUSTED  
 KK0395  ___________________________________________________________________
 KK0395  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 KK0395  DYNAMIC HT  -        1551.477 (meters)    5090.14  (feet)  COMP
 KK0395  MODELED GRAV-     979,647.4   (mgal)                       NAVD 88
 KK0395
 KK0395  VERT ORDER  -  FIRST     CLASS II
 KK0395
 KK0395.The horizontal coordinates were scaled from a topographic map and have
 KK0395.an estimated accuracy of +/- 6 seconds.
 KK0395
 KK0395.The orthometric height was determined by differential leveling
 KK0395.and adjusted by the National Geodetic Survey in June 1991..
 KK0395
 KK0395.The geoid height was determined by GEOID03.
 KK0395
 KK0395.The dynamic height is computed by dividing the NAVD 88
 KK0395.geopotential number by the normal gravity value computed on the
 KK0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0395.degrees latitude (g = 980.6199 gals.).
 KK0395
 KK0395.The modeled gravity was interpolated from observed gravity values.
 KK0395
 KK0395;                    North         East    Units  Estimated Accuracy
 KK0395;SPC CO N     -   364,660.      966,590.      MT  (+/- 180 meters Scaled)
 KK0395
 KK0395                          SUPERSEDED SURVEY CONTROL
 KK0395
 KK0395  NGVD 29 (??/??/??) 1552.031  (m)         5091.95   (f) ADJUSTED    1 2
 KK0395
 KK0395.Superseded values are not recommended for survey control.
 KK0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0395.See file dsdata.txt to determine how the superseded data were derived.
 KK0395
 KK0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE094134(NAD 83)
 KK0395_MARKER: P = PIPE CAP
 KK0395_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KK0395_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KK0395_STAMPING: 5090 DENVER
 KK0395_MARK LOGO: USGS  
 KK0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0395+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2003
 KK0395
 KK0395  HISTORY     - Date     Condition        Report By
 KK0395  HISTORY     - UNK      MONUMENTED       USGS
 KK0395  HISTORY     - 1956     GOOD             NGS
 KK0395  HISTORY     - 1977     GOOD             NGS
 KK0395  HISTORY     - 1983     GOOD             NGS
 KK0395  HISTORY     - 20030306 GOOD             INDIV
 KK0395
 KK0395                          STATION DESCRIPTION
 KK0395
 KK0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KK0395'9 MI S FROM BRIGHTON.
 KK0395'9.0 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KK0395'AT BRIGHTON, AT A GRAVELED ROAD CROSSING, 41 FEET WEST OF THE WEST
 KK0395'RAIL, 55 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD, 21.3
 KK0395'FEET SOUTHEAST OF THE 4TH POLE NORTH OF MILEPOST 10, 7.3 FEET EAST
 KK0395'OF A FENCE, 0.7 FOOT EAST OF A WITNESS POST, RIVETED ON THE TOP OF
 KK0395'A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 KK0395'AT THE SOUTH SIDE OF SECTION 16, TOWNSHIP 2 SOUTH, RANGE 67 WEST.
 KK0395'NOTE-- THIS MARK WAS PREVIOUSLY PUBLISHED AND DESIGNATED AS 5090
 KK0395'(USGS) = 0 2.
 KK0395
 KK0395                          STATION RECOVERY (1977)
 KK0395
 KK0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KK0395'RECOVERED IN GOOD CONDITION.
 KK0395
 KK0395                          STATION RECOVERY (1983)
 KK0395
 KK0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0395'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN COMMERCE
 KK0395'CITY, AT THE INTERSECTION OF EAST 96TH AVENUE AND THE UNION PACIFIC
 KK0395'RAILROAD.  DELETE 21.3 FEET SOUTHEAST OF THE 4TH POLE NORTH OF
 KK0395'MILEPOST 10.  ADD 156.6 METERS (513.8 FT) NORTHEAST OF MILEPOST 10.
 KK0395
 KK0395                          STATION RECOVERY (2003)
 KK0395
 KK0395'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (PJM)
 KK0395'FOUND BENCHMARK AS DESCRIBED, AT THE FOLLOWING COORDINATES.
 KK0395' 
 KK0395'N 39 52.253  W104 53.411   WGS84 DATUM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0623 ***********************************************************************
 LL0623  DESIGNATION -  5091
 LL0623  PID         -  LL0623
 LL0623  STATE/COUNTY-  CO/BOULDER
 LL0623  USGS QUAD   -  HYGIENE (1979)
 LL0623
 LL0623                         *CURRENT SURVEY CONTROL
 LL0623  ___________________________________________________________________
 LL0623* NAD 83(1986)-  40 11 19.     (N)    105 08 25.     (W)     SCALED    
 LL0623* NAVD 88     -      1552.311  (meters)    5092.87   (feet)  POSTED    
 LL0623  ___________________________________________________________________
 LL0623  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 LL0623  DYNAMIC HT  -        1550.890 (meters)    5088.21  (feet)  COMP
 LL0623  MODELED GRAV-     979,658.1   (mgal)                       NAVD 88
 LL0623
 LL0623  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0623
 LL0623.The horizontal coordinates were scaled from a topographic map and have
 LL0623.an estimated accuracy of +/- 6 seconds.
 LL0623
 LL0623.The orthometric height was determined by differential leveling
 LL0623.and adjusted by the National Geodetic Survey in 1992..
 LL0623.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0623.rate of 0.0 thru 1.0 mm/km.
 LL0623
 LL0623.The geoid height was determined by GEOID03.
 LL0623
 LL0623.The dynamic height is computed by dividing the NAVD 88
 LL0623.geopotential number by the normal gravity value computed on the
 LL0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0623.degrees latitude (g = 980.6199 gals.).
 LL0623
 LL0623.The modeled gravity was interpolated from observed gravity values.
 LL0623
 LL0623;                    North         East    Units  Estimated Accuracy
 LL0623;SPC CO N     -   399,820.      945,030.      MT  (+/- 180 meters Scaled)
 LL0623
 LL0623                          SUPERSEDED SURVEY CONTROL
 LL0623
 LL0623  NGVD 29 (??/??/92) 1551.318  (m)         5089.62   (f) ADJ UNCH    2 0
 LL0623
 LL0623.Superseded values are not recommended for survey control.
 LL0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0623.See file dsdata.txt to determine how the superseded data were derived.
 LL0623
 LL0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE880487(NAD 83)
 LL0623_MARKER: P = PIPE CAP
 LL0623_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LL0623_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LL0623_STAMPING: 5091 DENV
 LL0623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0623
 LL0623  HISTORY     - Date     Condition        Report By
 LL0623  HISTORY     - UNK      MONUMENTED       USGS
 LL0623  HISTORY     - 1951     GOOD             NGS
 LL0623  HISTORY     - 1983     MARK NOT FOUND   NGS
 LL0623  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0623  HISTORY     - 19971002 MARK NOT FOUND   USPSQD
 LL0623  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL0623
 LL0623                          STATION DESCRIPTION
 LL0623
 LL0623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LL0623'2.1 MI E FROM HYGIENE.
 LL0623'2.1 MILES EAST ALONG STATE HIGHWAY 379 FROM THE POST OFFICE AT
 LL0623'HYGIENE, 29 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 66 FEET
 LL0623'NORTHEAST OF AN IRRIGATION SIPHON, 59 FEET NORTH OF A FENCE CORNER,
 LL0623'2.2 FEET SOUTH OF A FENCE, 1.8 FEET SOUTH OF A WITNESS POST,
 LL0623'RIVETED ON THE TOP OF A 3 INCH IRON PIPE WHICH PROJECTS 0.2 FOOT
 LL0623'ABOVE THE GROUND.
 LL0623
 LL0623                          STATION RECOVERY (1983)
 LL0623
 LL0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0623'MARK NOT FOUND.
 LL0623
 LL0623                          STATION RECOVERY (1984)
 LL0623
 LL0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0623'THE HIGHWAY HAS BEEN WIDENED.
 LL0623
 LL0623                          STATION RECOVERY (1997)
 LL0623
 LL0623'RECOVERY NOTE BY US POWER SQUADRON 1997
 LL0623'MARK NOT FOUND.
 LL0623
 LL0623                          STATION RECOVERY (2001)
 LL0623
 LL0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0623'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0624 ***********************************************************************
 LL0624  DESIGNATION -  5092.86
 LL0624  PID         -  LL0624
 LL0624  STATE/COUNTY-  CO/BOULDER
 LL0624  USGS QUAD   -  HYGIENE (1979)
 LL0624
 LL0624                         *CURRENT SURVEY CONTROL
 LL0624  ___________________________________________________________________
 LL0624* NAD 83(1986)-  40 11 19.     (N)    105 08 25.     (W)     SCALED    
 LL0624* NAVD 88     -      1552.998  (meters)    5095.13   (feet)  POSTED    
 LL0624  ___________________________________________________________________
 LL0624  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 LL0624  DYNAMIC HT  -        1551.580 (meters)    5090.48  (feet)  COMP
 LL0624  MODELED GRAV-     979,658.1   (mgal)                       NAVD 88
 LL0624
 LL0624  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0624
 LL0624.The horizontal coordinates were scaled from a topographic map and have
 LL0624.an estimated accuracy of +/- 6 seconds.
 LL0624
 LL0624.The orthometric height was determined by differential leveling
 LL0624.and adjusted by the National Geodetic Survey in 1992..
 LL0624.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0624.rate of 0.0 thru 1.0 mm/km.
 LL0624
 LL0624.The geoid height was determined by GEOID03.
 LL0624
 LL0624.The dynamic height is computed by dividing the NAVD 88
 LL0624.geopotential number by the normal gravity value computed on the
 LL0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0624.degrees latitude (g = 980.6199 gals.).
 LL0624
 LL0624.The modeled gravity was interpolated from observed gravity values.
 LL0624
 LL0624;                    North         East    Units  Estimated Accuracy
 LL0624;SPC CO N     -   399,820.      945,030.      MT  (+/- 180 meters Scaled)
 LL0624
 LL0624                          SUPERSEDED SURVEY CONTROL
 LL0624
 LL0624  NGVD 29 (??/??/92) 1552.006  (m)         5091.87   (f) ADJ UNCH    2 0
 LL0624
 LL0624.Superseded values are not recommended for survey control.
 LL0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0624.See file dsdata.txt to determine how the superseded data were derived.
 LL0624
 LL0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE880487(NAD 83)
 LL0624_MARKER: Q = CHISELED SQUARE
 LL0624_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0624_SP_SET: IRRIGATION SIPHON
 LL0624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0624
 LL0624  HISTORY     - Date     Condition        Report By
 LL0624  HISTORY     - UNK      MONUMENTED       USGS
 LL0624  HISTORY     - 1951     GOOD             NGS
 LL0624  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0624  HISTORY     - 19971002 MARK NOT FOUND   USPSQD
 LL0624  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL0624  HISTORY     - 20040223 MARK NOT FOUND   USPSQD
 LL0624
 LL0624                          STATION DESCRIPTION
 LL0624
 LL0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LL0624'2.1 MI E FROM HYGIENE.
 LL0624'2.1 MILES EAST ALONG THE STATE HIGHWAY 379 FROM THE POST OFFICE
 LL0624'AT HYGIENE, 66 FEET SOUTHWEST OF BENCH MARK 5091 (U.S.G.S.).  32
 LL0624'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 22 FEET WEST OF A
 LL0624'FENCE, 26 FEET WEST OF A TELEPHONE POLE, 3 FEET SOUTH OF A FENCE,
 LL0624'A CHISELED SQUARE ON THE TOP OF THE NORTHEAST CORNER OF AN IRRIGATION
 LL0624'SIPHON.
 LL0624
 LL0624                          STATION RECOVERY (1984)
 LL0624
 LL0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0624'THE HIGHWAY HAS BEEN WIDENED.
 LL0624
 LL0624                          STATION RECOVERY (1997)
 LL0624
 LL0624'RECOVERY NOTE BY US POWER SQUADRON 1997
 LL0624'MARK NOT FOUND.
 LL0624
 LL0624                          STATION RECOVERY (2001)
 LL0624
 LL0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0624'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL0624
 LL0624                          STATION RECOVERY (2004)
 LL0624
 LL0624'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL0624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0002 ***********************************************************************
 KM0002  DESIGNATION -  5095
 KM0002  PID         -  KM0002
 KM0002  STATE/COUNTY-  CO/GARFIELD
 KM0002  USGS QUAD   -  PARACHUTE (1962)
 KM0002
 KM0002                         *CURRENT SURVEY CONTROL
 KM0002  ___________________________________________________________________
 KM0002* NAD 83(1986)-  39 27 08.     (N)    108 03 00.     (W)     SCALED    
 KM0002* NAVD 88     -      1553.710  (meters)    5097.46   (feet)  ADJUSTED  
 KM0002  ___________________________________________________________________
 KM0002  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 KM0002  DYNAMIC HT  -        1552.160 (meters)    5092.38  (feet)  COMP
 KM0002  MODELED GRAV-     979,575.6   (mgal)                       NAVD 88
 KM0002
 KM0002  VERT ORDER  -  SECOND    CLASS 0
 KM0002
 KM0002.The horizontal coordinates were scaled from a topographic map and have
 KM0002.an estimated accuracy of +/- 6 seconds.
 KM0002
 KM0002.The orthometric height was determined by differential leveling
 KM0002.and adjusted by the National Geodetic Survey in June 1991..
 KM0002
 KM0002.The geoid height was determined by GEOID03.
 KM0002
 KM0002.The dynamic height is computed by dividing the NAVD 88
 KM0002.geopotential number by the normal gravity value computed on the
 KM0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0002.degrees latitude (g = 980.6199 gals.).
 KM0002
 KM0002.The modeled gravity was interpolated from observed gravity values.
 KM0002
 KM0002;                    North         East    Units  Estimated Accuracy
 KM0002;SPC CO C     -   487,590.      694,960.      MT  (+/- 180 meters Scaled)
 KM0002
 KM0002                          SUPERSEDED SURVEY CONTROL
 KM0002
 KM0002  NGVD 29 (??/??/92) 1552.594  (m)         5093.80   (f) ADJ UNCH    2 0
 KM0002
 KM0002.Superseded values are not recommended for survey control.
 KM0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0002.See file dsdata.txt to determine how the superseded data were derived.
 KM0002
 KM0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ538711(NAD 83)
 KM0002_MARKER: DD = SURVEY DISK
 KM0002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KM0002_SP_SET: PILLAR
 KM0002_STAMPING: 5095
 KM0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0002
 KM0002  HISTORY     - Date     Condition        Report By
 KM0002  HISTORY     - UNK      MONUMENTED       USGS
 KM0002  HISTORY     - 1908     GOOD             USGS
 KM0002
 KM0002                          STATION DESCRIPTION
 KM0002
 KM0002'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 KM0002'2.0 MI E FROM GRAND VALLEY.
 KM0002'2 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KM0002'GRAND VALLEY, 12 FEET NORTH OF THE TRACK, AND IN THE TOP OF THE
 KM0002'FOUNDATION PILLAR OF A WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1852 ***********************************************************************
 KK1852  DESIGNATION -  51
 KK1852  PID         -  KK1852
 KK1852  STATE/COUNTY-  CO/JEFFERSON
 KK1852  USGS QUAD   -  MORRISON (1994)
 KK1852
 KK1852                         *CURRENT SURVEY CONTROL
 KK1852  ___________________________________________________________________
 KK1852* NAD 83(1992)-  39 43 34.10471(N)    105 12 17.45197(W)     ADJUSTED  
 KK1852* NAVD 88     -      1856.1    (meters)    6090.     (feet)  VERTCON   
 KK1852  ___________________________________________________________________
 KK1852  LAPLACE CORR-         -20.22  (seconds)                    DEFLEC99
 KK1852  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 KK1852
 KK1852  HORZ ORDER  -  SECOND
 KK1852
 KK1852.The horizontal coordinates were established by classical geodetic methods
 KK1852.and adjusted by the National Geodetic Survey in January 1993..
 KK1852
 KK1852.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1852
 KK1852.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1852
 KK1852.The geoid height was determined by GEOID03.
 KK1852
 KK1852;                    North         East     Units Scale Factor Converg.
 KK1852;SPC CO C     -   514,963.965   939,706.253   MT  0.99999537   +0 11 10.1
 KK1852;SPC CO C     - 1,689,510.94  3,083,019.60   sFT  0.99999537   +0 11 10.1
 KK1852;UTM  13      - 4,397,382.236   482,444.596   MT  0.99960379   -0 07 51.3
 KK1852
 KK1852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1852!SPC CO C     -   0.99971134  x   0.99999537  =   0.99970671
 KK1852!UTM  13      -   0.99971134  x   0.99960379  =   0.99931525
 KK1852
 KK1852|---------------------------------------------------------------------|
 KK1852| PID    Reference Object                     Distance      Geod. Az  |
 KK1852|                                                           dddmmss.s |
 KK1852| CP7131 51 RM 1                              12.884 METERS 00548     |
 KK1852| CP7132 51 RM 2                              18.529 METERS 09800     |
 KK1852| CP7130 51 AZ MK                                           3570033.8 |
 KK1852|---------------------------------------------------------------------|
 KK1852
 KK1852                          SUPERSEDED SURVEY CONTROL
 KK1852
 KK1852  NAD 83(1986)-  39 43 34.10138(N)    105 12 17.44992(W) AD(       ) 2
 KK1852  NAD 27      -  39 43 34.14596(N)    105 12 15.49063(W) AD(       ) 2
 KK1852  NGVD 29 (07/19/86) 1855.1    (m)         6086.     (f) VERT ANG       
 KK1852
 KK1852.Superseded values are not recommended for survey control.
 KK1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1852.See file dsdata.txt to determine how the superseded data were derived.
 KK1852
 KK1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8244597382(NAD 83)
 KK1852_MARKER: DD = SURVEY DISK
 KK1852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1852_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1852
 KK1852  HISTORY     - Date     Condition        Report By
 KK1852  HISTORY     - 1977     MONUMENTED       CO-059
 KK1852
 KK1852                          STATION DESCRIPTION
 KK1852
 KK1852'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1852'THE STATION IS LOCATED 1-1/2 MILES SOUTH OF GOLDEN, 1/4 MILE SOUTH
 KK1852'OF U.S. HIGHWAY 6, 1/4 MILE EAST OF STATE HIGHWAY 93, AND IS IN
 KK1852'THE SOUTHEAST 1/4 OF SECTION 3, T 4 S, R 70 W.
 KK1852'
 KK1852'TO REACH THE STATION FROM THE JEFFERSON COUNTY COURTHOUSE IN
 KK1852'GOLDEN, GO SOUTHWEST 5 BLOCKS TO HIGHWAY 6.  GO EAST 1.4 MILES
 KK1852'TO A TRAFFIC LIGHT AND THE INTERSECTION WITH HIGHWAY 93.  TURN
 KK1852'RIGHT AND GO SOUTH 0.1 MILE TO A DRIVEWAY EAST.  GO 1/4 MILE
 KK1852'EAST TO THE HIGHEST POINT IN ANY DIRECTION FOR SEVERAL HUNDRED
 KK1852'YARDS.
 KK1852'
 KK1852'TO REACH THE AZIMUTH MARK, FROM THE ABOVE MENTIONED
 KK1852'INTERSECTION OF HIGHWAY 6 AND HIGHWAY 93, GO TO THE POWER
 KK1852'TRANSMISSION TOWER ATOP THE HIGHEST RIDGE 1/8 MILE NORTH OF
 KK1852'THE INTERSECTION, AND 1500 FEET SOUTHWEST OF A SUBSTATION.
 KK1852'
 KK1852'THE STATION MARK, STAMPED---51 JCMD 1977---, IS A 3-INCH BRONZE
 KK1852'DISK SET IN CONCRETE OF THE HIGHEST POINT OF A DIRT AND ROCK
 KK1852'MOUND 10 FEET IN DIAMETER AND 500 FEET NORTH OF A TRAILER PARK.
 KK1852'
 KK1852'REFERENCE MARK 1, STAMPED---51 JCMD RM 1 1977---, IS A 3-INCH
 KK1852'BRONZE DISK SET IN CONCRETE FLUSH WITH THE GROUND SURFACE, 42
 KK1852'FEET NORTH OF THE CENTER OF THE ABOVE MENTIONED 10-FOOT
 KK1852'DIAMETER MOUND.
 KK1852'
 KK1852'REFERENCE MARK 2, STAMPED---51 JCMD RM 2 1977---, IS A 3-INCH
 KK1852'BRONZE DISK SET IN CONCRETE FLUSH WITH THE GROUND SURFACE, 61
 KK1852'FEET EAST OF THE CENTER OF THE ABOVE MENTIONED 10-FOOT
 KK1852'DIAMETER MOUND.
 KK1852'
 KK1852'THE AZIMUTH MARK, STAMPED---51 JCMD AZM 1977---, IS A 3-INCH
 KK1852'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE EAST SIDE OF THE
 KK1852'NORTHEAST CONCRETE BASE OF THE POWER LINE TOWER, 11.5 FEET
 KK1852'SOUTH OF THE CENTER OF A DIRT ROAD, 83 FEET EAST OF A FENCE
 KK1852'AND 88 FEET SOUTHWEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0043 ***********************************************************************
 LN0043  DESIGNATION -  51 DHW
 LN0043  PID         -  LN0043
 LN0043  STATE/COUNTY-  CO/MOFFAT
 LN0043  USGS QUAD   -  TWELVEMILE MESA (1986)
 LN0043
 LN0043                         *CURRENT SURVEY CONTROL
 LN0043  ___________________________________________________________________
 LN0043* NAD 83(1986)-  40 27 24.     (N)    108 25 33.     (W)     SCALED    
 LN0043* NAVD 88     -      1722.471  (meters)    5651.14   (feet)  ADJUSTED  
 LN0043  ___________________________________________________________________
 LN0043  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 LN0043  DYNAMIC HT  -        1720.842 (meters)    5645.80  (feet)  COMP
 LN0043  MODELED GRAV-     979,619.1   (mgal)                       NAVD 88
 LN0043
 LN0043  VERT ORDER  -  SECOND    CLASS 0
 LN0043
 LN0043.The horizontal coordinates were scaled from a topographic map and have
 LN0043.an estimated accuracy of +/- 6 seconds.
 LN0043
 LN0043.The orthometric height was determined by differential leveling
 LN0043.and adjusted by the National Geodetic Survey in June 1991..
 LN0043
 LN0043.The geoid height was determined by GEOID03.
 LN0043
 LN0043.The dynamic height is computed by dividing the NAVD 88
 LN0043.geopotential number by the normal gravity value computed on the
 LN0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0043.degrees latitude (g = 980.6199 gals.).
 LN0043
 LN0043.The modeled gravity was interpolated from observed gravity values.
 LN0043
 LN0043;                    North         East    Units  Estimated Accuracy
 LN0043;SPC CO N     -   433,620.      666,280.      MT  (+/- 180 meters Scaled)
 LN0043
 LN0043                          SUPERSEDED SURVEY CONTROL
 LN0043
 LN0043  NGVD 29 (??/??/92) 1721.174  (m)         5646.89   (f) ADJ UNCH    2 0
 LN0043
 LN0043.Superseded values are not recommended for survey control.
 LN0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0043.See file dsdata.txt to determine how the superseded data were derived.
 LN0043
 LN0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK182816(NAD 83)
 LN0043_MARKER: DD = SURVEY DISK
 LN0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0043_STAMPING: 51 DHW 5647 1955
 LN0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0043+STABILITY: SURFACE MOTION
 LN0043
 LN0043  HISTORY     - Date     Condition        Report By
 LN0043  HISTORY     - 1955     MONUMENTED       USGS
 LN0043  HISTORY     - 1962     GOOD             NGS
 LN0043
 LN0043                          STATION DESCRIPTION
 LN0043
 LN0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 LN0043'9.6 MI N FROM ELK SPRINGS.
 LN0043'0.15 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT ELK
 LN0043'SPRINGS, THENCE 0.2 MILE WEST ALONG COUNTY ROAD 14, THENCE 1.45 MILES
 LN0043'NORTH ALONG A GRADED ROAD, THENCE 7.8 MILES NORTH ALONG A TRACK ROAD,
 LN0043'171 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A DIRT ROAD
 LN0043'NORTHEAST, 0.3 MILE SOUTHWEST OF A STEEL TRUSS BRIDGE OVER YAMPA
 LN0043'RIVER, 29 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 55 FEET
 LN0043'SOUTHWEST AND ACROSS THE ROAD FROM THE NORTHWEST END OF A GATE, 27
 LN0043'FEET SOUTHEAST OF A FENCE CORNER POST, 2.3 FEET NORTHEAST OF A FENCE,
 LN0043'1.5 FEET SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 LN0043'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 LN0043'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0942 ***********************************************************************
 KK0942  DESIGNATION -  51 G
 KK0942  PID         -  KK0942
 KK0942  STATE/COUNTY-  CO/PARK
 KK0942  USGS QUAD   -  MILLIGAN LAKES (1957)
 KK0942
 KK0942                         *CURRENT SURVEY CONTROL
 KK0942  ___________________________________________________________________
 KK0942* NAD 83(1986)-  39 18 23.     (N)    105 45 07.     (W)     SCALED    
 KK0942* NAVD 88     -      2805.851  (meters)    9205.53   (feet)  ADJUSTED  
 KK0942  ___________________________________________________________________
 KK0942  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 KK0942  DYNAMIC HT  -        2802.347 (meters)    9194.03  (feet)  COMP
 KK0942  MODELED GRAV-     979,276.6   (mgal)                       NAVD 88
 KK0942
 KK0942  VERT ORDER  -  SECOND    CLASS 0
 KK0942
 KK0942.The horizontal coordinates were scaled from a topographic map and have
 KK0942.an estimated accuracy of +/- 6 seconds.
 KK0942
 KK0942.The orthometric height was determined by differential leveling
 KK0942.and adjusted by the National Geodetic Survey in June 1991..
 KK0942
 KK0942.The geoid height was determined by GEOID03.
 KK0942
 KK0942.The dynamic height is computed by dividing the NAVD 88
 KK0942.geopotential number by the normal gravity value computed on the
 KK0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0942.degrees latitude (g = 980.6199 gals.).
 KK0942
 KK0942.The modeled gravity was interpolated from observed gravity values.
 KK0942
 KK0942;                    North         East    Units  Estimated Accuracy
 KK0942;SPC CO C     -   468,350.      892,670.      MT  (+/- 180 meters Scaled)
 KK0942
 KK0942                          SUPERSEDED SURVEY CONTROL
 KK0942
 KK0942  NGVD 29 (??/??/92) 2804.283  (m)         9200.39   (f) ADJ UNCH    2 0
 KK0942
 KK0942.Superseded values are not recommended for survey control.
 KK0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0942.See file dsdata.txt to determine how the superseded data were derived.
 KK0942
 KK0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD351510(NAD 83)
 KK0942_MARKER: DD = SURVEY DISK
 KK0942_SETTING: 66 = SET IN ROCK OUTCROP
 KK0942_SP_SET: OUTCROP
 KK0942_STAMPING: 51 G 1930
 KK0942_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0942+STABILITY: POSITION/ELEVATION WELL
 KK0942
 KK0942  HISTORY     - Date     Condition        Report By
 KK0942  HISTORY     - 1930     MONUMENTED       USGS
 KK0942  HISTORY     - 1934     GOOD             NGS
 KK0942
 KK0942                          STATION DESCRIPTION
 KK0942
 KK0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KK0942'6 MI SE FROM JEFFERSON.
 KK0942'6.0 MILES SOUTHEAST ALONG STATE HIGHWAY 77 FROM THE GRAMMAR SCHOOL
 KK0942'AT JEFFERSON, PARK COUNTY, 0.1 MILE WEST OF THE BRIDGE OVER TARRYALL
 KK0942'RIVER, 40 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND IN
 KK0942'THE SOUTHWEST SIDE OF A LARGE GRANITE OUTCROP.  A UNITED STATES
 KK0942'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 51 G 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0626 ***********************************************************************
 LL0626  DESIGNATION -  5100
 LL0626  PID         -  LL0626
 LL0626  STATE/COUNTY-  CO/BOULDER
 LL0626  USGS QUAD   -  HYGIENE (1979)
 LL0626
 LL0626                         *CURRENT SURVEY CONTROL
 LL0626  ___________________________________________________________________
 LL0626* NAD 83(1986)-  40 11 19.     (N)    105 10 40.     (W)     SCALED    
 LL0626* NAVD 88     -      1554.700  (meters)    5100.71   (feet)  POSTED    
 LL0626  ___________________________________________________________________
 LL0626  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 LL0626  DYNAMIC HT  -        1553.270 (meters)    5096.02  (feet)  COMP
 LL0626  MODELED GRAV-     979,652.0   (mgal)                       NAVD 88
 LL0626
 LL0626  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0626
 LL0626.The horizontal coordinates were scaled from a topographic map and have
 LL0626.an estimated accuracy of +/- 6 seconds.
 LL0626
 LL0626.The orthometric height was determined by differential leveling
 LL0626.and adjusted by the National Geodetic Survey in 1992..
 LL0626.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0626.rate of 0.0 thru 1.0 mm/km.
 LL0626
 LL0626.The geoid height was determined by GEOID03.
 LL0626
 LL0626.The dynamic height is computed by dividing the NAVD 88
 LL0626.geopotential number by the normal gravity value computed on the
 LL0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0626.degrees latitude (g = 980.6199 gals.).
 LL0626
 LL0626.The modeled gravity was interpolated from observed gravity values.
 LL0626
 LL0626;                    North         East    Units  Estimated Accuracy
 LL0626;SPC CO N     -   399,810.      941,840.      MT  (+/- 180 meters Scaled)
 LL0626
 LL0626                          SUPERSEDED SURVEY CONTROL
 LL0626
 LL0626  NGVD 29 (??/??/92) 1553.693  (m)         5097.41   (f) ADJ UNCH    2 0
 LL0626
 LL0626.Superseded values are not recommended for survey control.
 LL0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0626.See file dsdata.txt to determine how the superseded data were derived.
 LL0626
 LL0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE848487(NAD 83)
 LL0626_MARKER: P = PIPE CAP
 LL0626_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LL0626_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LL0626_STAMPING: 5100 DENV
 LL0626_MARK LOGO: USGS  
 LL0626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0626
 LL0626  HISTORY     - Date     Condition        Report By
 LL0626  HISTORY     - UNK      MONUMENTED       USGS
 LL0626  HISTORY     - 1951     GOOD             NGS
 LL0626  HISTORY     - 1983     POOR             NGS
 LL0626  HISTORY     - 1984     GOOD             NGS
 LL0626  HISTORY     - 19971002 GOOD             USPSQD
 LL0626  HISTORY     - 20010331 GOOD             NGS
 LL0626  HISTORY     - 20060118 POOR             NGS
 LL0626
 LL0626                          STATION DESCRIPTION
 LL0626
 LL0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LL0626'AT HYGIENE.
 LL0626'AT HYGIENE, AT THE JUNCTION OF STATE HIGHWAY 379 AND A ROAD LEADING
 LL0626'SOUTH, 29 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 35 FEET
 LL0626'EAST OF THE CENTER LINE OF THE ROAD LEADING SOUTH, 29 FEET NORTH
 LL0626'OF THE NORTHWEST CORNER OF A TEXACO FILLING STATION, 6 FEET EAST
 LL0626'OF A TEXACO SIGN POST, 5 FEET SOUTH OF A TELEPHONE POLE, RIVETED
 LL0626'ON THE TOP OF A 3 INCH IRON PIPE WHICH PROJECTS 0.3 FOOT ABOVE
 LL0626'THE GROUND.
 LL0626
 LL0626                          STATION RECOVERY (1983)
 LL0626
 LL0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0626'BENCH MARK SHOULD BE USED WITH CARE. THE PIPE MARK IS LOOSE IN THE
 LL0626'GROUND AND IS DRIVEN OVER BY CARS AND TRUCKS ENTERING THE CAFE WHICH
 LL0626'REPLACED THE TEXACO STATION.
 LL0626
 LL0626                          STATION RECOVERY (1984)
 LL0626
 LL0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0626'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO.
 LL0626
 LL0626                          STATION RECOVERY (1997)
 LL0626
 LL0626'RECOVERY NOTE BY US POWER SQUADRON 1997
 LL0626'RECOVERED IN GOOD CONDITION.
 LL0626
 LL0626                          STATION RECOVERY (2001)
 LL0626
 LL0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0626'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL0626
 LL0626                          STATION RECOVERY (2006)
 LL0626
 LL0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 LL0626'STATION IN HYGIENE, CO, IS AT SE CORNER OF T-INTERSECTION OF NORTH
 LL0626'75TH STREET AND HYGIENE ROAD (= OLD RTE 379 AND CONTINUES AS 17TH AVE.
 LL0626'IN LONGMONT), IN PAVED PARKING LOT OF CAFE, 0.1 M UNDER A WATER VALUE
 LL0626'ACCESS COVER.  OLD TEXACO SIGN HAS AN OPEN SIGN AREA.  TELEPHONE POLE
 LL0626'IS GONE.  DISK HAS A HOLE IN TOP WITH A RAISED LIP OF HOLE.  CARE
 LL0626'SHOULD BE GIVEN WHEN SETTING A ROD ON THE DISK.
 LL0626'PIPE AND DISK ARE SOLID IN GROUND.  NW CORNER OF NE 1/4, SEC 36, T3N,
 LL0626'R70W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0471 ***********************************************************************
 HJ0471  DESIGNATION -  5111
 HJ0471  PID         -  HJ0471
 HJ0471  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0471  USGS QUAD   -  ROCK CROSSING (1993)
 HJ0471
 HJ0471                         *CURRENT SURVEY CONTROL
 HJ0471  ___________________________________________________________________
 HJ0471* NAD 83(1986)-  37 26 55.     (N)    103 57 24.     (W)     SCALED    
 HJ0471* NAVD 88     -      1558.566  (meters)    5113.40   (feet)  ADJUSTED  
 HJ0471  ___________________________________________________________________
 HJ0471  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 HJ0471  DYNAMIC HT  -        1556.811 (meters)    5107.64  (feet)  COMP
 HJ0471  MODELED GRAV-     979,450.0   (mgal)                       NAVD 88
 HJ0471
 HJ0471  VERT ORDER  -  THIRD
 HJ0471
 HJ0471.The horizontal coordinates were scaled from a topographic map and have
 HJ0471.an estimated accuracy of +/- 6 seconds.
 HJ0471
 HJ0471.The orthometric height was determined by differential leveling
 HJ0471.and adjusted by the National Geodetic Survey in August 1995..
 HJ0471
 HJ0471.The geoid height was determined by GEOID03.
 HJ0471
 HJ0471.The dynamic height is computed by dividing the NAVD 88
 HJ0471.geopotential number by the normal gravity value computed on the
 HJ0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0471.degrees latitude (g = 980.6199 gals.).
 HJ0471
 HJ0471.The modeled gravity was interpolated from observed gravity values.
 HJ0471
 HJ0471;                    North         East    Units  Estimated Accuracy
 HJ0471;SPC CO S     -   392,710.    1,050,960.      MT  (+/- 180 meters Scaled)
 HJ0471
 HJ0471                          SUPERSEDED SURVEY CONTROL
 HJ0471
 HJ0471.No superseded survey control is available for this station.
 HJ0471
 HJ0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB922451(NAD 83)
 HJ0471_MARKER: I = METAL ROD
 HJ0471_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HJ0471+WITH SETTING: INFORMATION.
 HJ0471_SP_SET: METAL ROD DRIVEN INTO GROUND
 HJ0471_MARK LOGO: NONE  
 HJ0471_MAGNETIC: I = MARKER IS A STEEL ROD
 HJ0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HJ0471
 HJ0471  HISTORY     - Date     Condition        Report By
 HJ0471  HISTORY     - 1970     MONUMENTED       USGS
 HJ0471
 HJ0471                          STATION DESCRIPTION
 HJ0471
 HJ0471'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HJ0471'FROM HOUGHTON, PROCEED 11.1 MILES (17.9 KM) SOUTHEAST ALONG A COUNTY
 HJ0471'ROAD KNOWN AS PIPELINE ROAD, 37 FEET (11.3 M) NORTHEAST OF THE ROAD,
 HJ0471'TOP OF COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0464 ***********************************************************************
 HJ0464  DESIGNATION -  5116
 HJ0464  PID         -  HJ0464
 HJ0464  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0464  USGS QUAD   -  ROCK CROSSING (1993)
 HJ0464
 HJ0464                         *CURRENT SURVEY CONTROL
 HJ0464  ___________________________________________________________________
 HJ0464* NAD 83(1986)-  37 23 02.     (N)    103 54 03.     (W)     SCALED    
 HJ0464* NAVD 88     -      1560.094  (meters)    5118.41   (feet)  ADJUSTED  
 HJ0464  ___________________________________________________________________
 HJ0464  GEOID HEIGHT-         -20.17  (meters)                     GEOID03
 HJ0464  DYNAMIC HT  -        1558.351 (meters)    5112.69  (feet)  COMP
 HJ0464  MODELED GRAV-     979,458.2   (mgal)                       NAVD 88
 HJ0464
 HJ0464  VERT ORDER  -  THIRD
 HJ0464
 HJ0464.The horizontal coordinates were scaled from a topographic map and have
 HJ0464.an estimated accuracy of +/- 6 seconds.
 HJ0464
 HJ0464.The orthometric height was determined by differential leveling
 HJ0464.and adjusted by the National Geodetic Survey in August 1995..
 HJ0464
 HJ0464.The geoid height was determined by GEOID03.
 HJ0464
 HJ0464.The dynamic height is computed by dividing the NAVD 88
 HJ0464.geopotential number by the normal gravity value computed on the
 HJ0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0464.degrees latitude (g = 980.6199 gals.).
 HJ0464
 HJ0464.The modeled gravity was interpolated from observed gravity values.
 HJ0464
 HJ0464;                    North         East    Units  Estimated Accuracy
 HJ0464;SPC CO S     -   385,610.    1,056,020.      MT  (+/- 180 meters Scaled)
 HJ0464
 HJ0464                          SUPERSEDED SURVEY CONTROL
 HJ0464
 HJ0464.No superseded survey control is available for this station.
 HJ0464
 HJ0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB973380(NAD 83)
 HJ0464_MARKER: Q = CHISELED SQUARE
 HJ0464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HJ0464_SP_SET: SET IN A CONCRETE SLAB
 HJ0464_MARK LOGO: NONE  
 HJ0464_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HJ0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HJ0464
 HJ0464  HISTORY     - Date     Condition        Report By
 HJ0464  HISTORY     - 1970     MONUMENTED       USGS
 HJ0464
 HJ0464                          STATION DESCRIPTION
 HJ0464
 HJ0464'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HJ0464'FROM THE JUNCTION OF COLORADO STATE HIGHWAY 389 AND U.S. HIGHWAY
 HJ0464'160, PROCEED 1.8 MILE (2.9 KM) EAST ALONG U.S. HIGHWAY 160 TO A
 HJ0464'CROSSROAD INTERSECTION, THENCE PROCEED 17.0 MILES (27.4 KM) NORTHWEST
 HJ0464'ALONG A COUNTY ROAD KNOWN AS PIPELINE ROAD, 16.8 MILES (27.0 KM)
 HJ0464'SOUTHEAST OF HOUGHTON ALONG THE COUNTY ROAD KNOWN AS PIPELINE ROAD,
 HJ0464'AT THE NORTHEAST CORNER OF A STEEL CATTLEGUARD, IN A CONCRETE SLAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0432 ***********************************************************************
 LL0432  DESIGNATION -  5127
 LL0432  PID         -  LL0432
 LL0432  STATE/COUNTY-  CO/LARIMER
 LL0432  USGS QUAD   -  WELLINGTON (1978)
 LL0432
 LL0432                         *CURRENT SURVEY CONTROL
 LL0432  ___________________________________________________________________
 LL0432* NAD 83(1986)-  40 40 05.     (N)    105 00 03.     (W)     SCALED    
 LL0432* NAVD 88     -      1563.110  (meters)    5128.30   (feet)  ADJUSTED  
 LL0432  ___________________________________________________________________
 LL0432  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 LL0432  DYNAMIC HT  -        1561.799 (meters)    5124.00  (feet)  COMP
 LL0432  MODELED GRAV-     979,730.8   (mgal)                       NAVD 88
 LL0432
 LL0432  VERT ORDER  -  SECOND    CLASS 0
 LL0432
 LL0432.The horizontal coordinates were scaled from a topographic map and have
 LL0432.an estimated accuracy of +/- 6 seconds.
 LL0432
 LL0432.The orthometric height was determined by differential leveling
 LL0432.and adjusted by the National Geodetic Survey in June 1991..
 LL0432
 LL0432.The geoid height was determined by GEOID03.
 LL0432
 LL0432.The dynamic height is computed by dividing the NAVD 88
 LL0432.geopotential number by the normal gravity value computed on the
 LL0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0432.degrees latitude (g = 980.6199 gals.).
 LL0432
 LL0432.The modeled gravity was interpolated from observed gravity values.
 LL0432
 LL0432;                    North         East    Units  Estimated Accuracy
 LL0432;SPC CO N     -   453,120.      956,610.      MT  (+/- 180 meters Scaled)
 LL0432
 LL0432                          SUPERSEDED SURVEY CONTROL
 LL0432
 LL0432  NGVD 29 (??/??/92) 1562.134  (m)         5125.10   (f) ADJ UNCH    2 0
 LL0432
 LL0432.Superseded values are not recommended for survey control.
 LL0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0432.See file dsdata.txt to determine how the superseded data were derived.
 LL0432
 LL0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF999019(NAD 83)
 LL0432_MARKER: P = PIPE CAP
 LL0432_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LL0432_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LL0432_STAMPING: 5127 DENV
 LL0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0432
 LL0432  HISTORY     - Date     Condition        Report By
 LL0432  HISTORY     - UNK      MONUMENTED       USGS
 LL0432  HISTORY     - 1954     MARK NOT FOUND   NGS
 LL0432  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0432
 LL0432                          STATION DESCRIPTION
 LL0432
 LL0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LL0432'2.4 MI S FROM WELLINGTON.
 LL0432'2.4 MILES SOUTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 LL0432'WELLINGTON, 0.2 MILE EAST ALONG A COUNTY ROAD, NEAR THE SOUTHWEST
 LL0432'CORNER OF A COUNTY ROAD INTERSECTION, 22 FEET SOUTH OF THE
 LL0432'EAST-AND-WEST ROAD, 22 FEET WEST OF THE CENTERLINE OF THE
 LL0432'NORTH-AND-SOUTH ROAD, AND 8.5 FEET NORTHEAST OF A FENCE CORNER.  A
 LL0432'(USGS) STANDARD CAP, RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE
 LL0432'PROJECTING 1 FOOT ABOVE GROUND.
 LL0432
 LL0432                          STATION RECOVERY (1984)
 LL0432
 LL0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0432'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0388 ***********************************************************************
 KK0388  DESIGNATION -  5131
 KK0388  PID         -  KK0388
 KK0388  STATE/COUNTY-  CO/ADAMS
 KK0388  USGS QUAD   -  COMMERCE CITY (1994)
 KK0388
 KK0388                         *CURRENT SURVEY CONTROL
 KK0388  ___________________________________________________________________
 KK0388* NAD 83(1986)-  39 49 38.     (N)    104 55 28.     (W)     SCALED    
 KK0388* NAVD 88     -      1565.407  (meters)    5135.84   (feet)  POSTED    
 KK0388  ___________________________________________________________________
 KK0388  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 KK0388  DYNAMIC HT  -        1563.950 (meters)    5131.06  (feet)  COMP
 KK0388  MODELED GRAV-     979,639.2   (mgal)                       NAVD 88
 KK0388
 KK0388  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0388
 KK0388.The horizontal coordinates were scaled from a topographic map and have
 KK0388.an estimated accuracy of +/- 6 seconds.
 KK0388
 KK0388.The orthometric height was determined by differential leveling
 KK0388.and adjusted by the National Geodetic Survey in 1992..
 KK0388.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0388.rate of 1.1 thru 2.0 mm/km.
 KK0388
 KK0388.The geoid height was determined by GEOID03.
 KK0388
 KK0388.The dynamic height is computed by dividing the NAVD 88
 KK0388.geopotential number by the normal gravity value computed on the
 KK0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0388.degrees latitude (g = 980.6199 gals.).
 KK0388
 KK0388.The modeled gravity was interpolated from observed gravity values.
 KK0388
 KK0388;                    North         East    Units  Estimated Accuracy
 KK0388;SPC CO N     -   359,800.      963,670.      MT  (+/- 180 meters Scaled)
 KK0388
 KK0388                          SUPERSEDED SURVEY CONTROL
 KK0388
 KK0388  NGVD 29 (??/??/92) 1564.512  (m)         5132.90   (f) ADJ UNCH    1 2
 KK0388
 KK0388.Superseded values are not recommended for survey control.
 KK0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0388.See file dsdata.txt to determine how the superseded data were derived.
 KK0388
 KK0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE064085(NAD 83)
 KK0388_MARKER: P = PIPE CAP
 KK0388_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KK0388_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KK0388_STAMPING: 5131 DENVER
 KK0388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0388
 KK0388  HISTORY     - Date     Condition        Report By
 KK0388  HISTORY     - UNK      MONUMENTED       USGS
 KK0388  HISTORY     - 1956     GOOD             NGS
 KK0388  HISTORY     - 1983     MARK NOT FOUND   NGS
 KK0388
 KK0388                          STATION DESCRIPTION
 KK0388
 KK0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KK0388'6.6 MI NE FROM DENVER.
 KK0388'6.6 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KK0388'UNION STATION AT DENVER, AT THE CROSSING OF EAST 72ND AVENUE,
 KK0388'110 FEET NORTH OF SEMAPHORE 6.6, 44 FEET SOUTH OF THE CENTER LINE
 KK0388'OF EAST 72ND AVENUE, 17.5 FEET WEST OF THE WEST RAIL, 17.3 FEET
 KK0388'EAST OF A TELEPHONE POLE, 1 FOOT EAST OF A WITNESS POST,
 KK0388'RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH IS 1.0 FOOT
 KK0388'BELOW THE TOP OF THE GROUND, IN SECTION 32, TOWNSHIP 2 SOUTH,
 KK0388'RANGE 67 WEST.
 KK0388'NOTE-- THIS MARK WAS PREVIOUSLY PUBLISHED AND DESIGNATED AS
 KK0388'5131 (USGS) = N 2.
 KK0388
 KK0388                          STATION RECOVERY (1983)
 KK0388
 KK0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0388'THERE HAS BEEN RAILROAD CONSTRUCTION IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0460 ***********************************************************************
 HJ0460  DESIGNATION -  5136
 HJ0460  PID         -  HJ0460
 HJ0460  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0460  USGS QUAD   -  PAINTED CANYON (1984)
 HJ0460
 HJ0460                         *CURRENT SURVEY CONTROL
 HJ0460  ___________________________________________________________________
 HJ0460* NAD 83(1986)-  37 21 11.     (N)    103 53 56.     (W)     SCALED    
 HJ0460* NAVD 88     -      1566.399  (meters)    5139.09   (feet)  ADJUSTED  
 HJ0460  ___________________________________________________________________
 HJ0460  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 HJ0460  DYNAMIC HT  -        1564.640 (meters)    5133.32  (feet)  COMP
 HJ0460  MODELED GRAV-     979,452.3   (mgal)                       NAVD 88
 HJ0460
 HJ0460  VERT ORDER  -  THIRD
 HJ0460
 HJ0460.The horizontal coordinates were scaled from a topographic map and have
 HJ0460.an estimated accuracy of +/- 6 seconds.
 HJ0460
 HJ0460.The orthometric height was determined by differential leveling
 HJ0460.and adjusted by the National Geodetic Survey in August 1995..
 HJ0460
 HJ0460.The geoid height was determined by GEOID03.
 HJ0460
 HJ0460.The dynamic height is computed by dividing the NAVD 88
 HJ0460.geopotential number by the normal gravity value computed on the
 HJ0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0460.degrees latitude (g = 980.6199 gals.).
 HJ0460
 HJ0460.The modeled gravity was interpolated from observed gravity values.
 HJ0460
 HJ0460;                    North         East    Units  Estimated Accuracy
 HJ0460;SPC CO S     -   382,190.    1,056,250.      MT  (+/- 180 meters Scaled)
 HJ0460
 HJ0460                          SUPERSEDED SURVEY CONTROL
 HJ0460
 HJ0460.No superseded survey control is available for this station.
 HJ0460
 HJ0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB975346(NAD 83)
 HJ0460_MARKER: Q = CHISELED SQUARE
 HJ0460_SETTING: 66 = SET IN ROCK OUTCROP
 HJ0460_SP_SET: BEDROCK
 HJ0460_MARK LOGO: NONE  
 HJ0460_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HJ0460_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HJ0460+STABILITY: POSITION/ELEVATION WELL
 HJ0460
 HJ0460  HISTORY     - Date     Condition        Report By
 HJ0460  HISTORY     - 1970     MONUMENTED       USGS
 HJ0460
 HJ0460                          STATION DESCRIPTION
 HJ0460
 HJ0460'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HJ0460'FROM THE JUNCTION OF COLORADO STATE HIGHWAY 389 AND U.S. HIGHWAY
 HJ0460'160, PROCEED 1.8 MILE (2.9 KM) EAST ALONG U.S. HIGHWAY 160 TO A
 HJ0460'CROSSROAD INTERSECTION, THENCE PROCEED 14.0 MILES (22.5 KM) NORTHWEST
 HJ0460'ALONG A COUNTY ROAD KNOWN AS PIPELINE ROAD, 27 FEET (8.2 M) NORTH OF
 HJ0460'THE ROAD, AT A ROCK OUTCROP, A CHISELED SQUARE IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0114 ***********************************************************************
 KK0114  DESIGNATION -  5155.1
 KK0114  PID         -  KK0114
 KK0114  STATE/COUNTY-  CO/ARAPAHOE
 KK0114  USGS QUAD   -  PEORIA (1978)
 KK0114
 KK0114                         *CURRENT SURVEY CONTROL
 KK0114  ___________________________________________________________________
 KK0114* NAD 83(1986)-  39 44 23.     (N)    104 04 40.     (W)     SCALED    
 KK0114* NAVD 88     -      1571.874  (meters)    5157.06   (feet)  ADJUSTED  
 KK0114  ___________________________________________________________________
 KK0114  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 KK0114  DYNAMIC HT  -        1570.456 (meters)    5152.40  (feet)  COMP
 KK0114  MODELED GRAV-     979,668.5   (mgal)                       NAVD 88
 KK0114
 KK0114  VERT ORDER  -  SECOND    CLASS 0
 KK0114
 KK0114.The horizontal coordinates were scaled from a topographic map and have
 KK0114.an estimated accuracy of +/- 6 seconds.
 KK0114
 KK0114.The orthometric height was determined by differential leveling
 KK0114.and adjusted by the National Geodetic Survey in June 1991..
 KK0114
 KK0114.The geoid height was determined by GEOID03.
 KK0114
 KK0114.The dynamic height is computed by dividing the NAVD 88
 KK0114.geopotential number by the normal gravity value computed on the
 KK0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0114.degrees latitude (g = 980.6199 gals.).
 KK0114
 KK0114.The modeled gravity was interpolated from observed gravity values.
 KK0114
 KK0114;                    North         East    Units  Estimated Accuracy
 KK0114;SPC CO C     -   517,390.    1,036,310.      MT  (+/- 180 meters Scaled)
 KK0114
 KK0114                          SUPERSEDED SURVEY CONTROL
 KK0114
 KK0114  NGVD 29 (??/??/92) 1571.064  (m)         5154.40   (f) ADJ UNCH    2 0
 KK0114
 KK0114.Superseded values are not recommended for survey control.
 KK0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0114.See file dsdata.txt to determine how the superseded data were derived.
 KK0114
 KK0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED790992(NAD 83)
 KK0114_MARKER: Q = CHISELED SQUARE
 KK0114_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0114_SP_SET: FENCE POST
 KK0114_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0114
 KK0114  HISTORY     - Date     Condition        Report By
 KK0114  HISTORY     - UNK      MONUMENTED       USGS
 KK0114  HISTORY     - 1954     GOOD             NGS
 KK0114
 KK0114                          STATION DESCRIPTION
 KK0114
 KK0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0114'10 MI E FROM BYERS.
 KK0114'0.5 MILE SOUTHEAST ALONG U.S. HIGHWAYS 40 AND 287 FROM THE
 KK0114'UNION PACIFIC RAILROAD STATION AT BYERS, THENCE 4.5 MILES EAST
 KK0114'ALONG A GRAVELED ROAD, THENCE 2.0 MILES NORTH ALONG A GRAVELED
 KK0114'ROAD, THENCE 3.0 MILES EAST ALONG U.S. HIGHWAY 36, 100 FEET SOUTH
 KK0114'OF THE CENTER LINE OF THE HIGHWAY, 0.5 FOOT NORTHWEST OF A
 KK0114'FENCE CORNER, 48 FEET WEST OF BENCH MARK L 357, 0.2 FOOT BELOW THE
 KK0114'TOP OF THE GROUND, ON THE TOP OF THE CONCRETE FOOTING OF THE
 KK0114'FENCE CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0541 ***********************************************************************
 KK0541  DESIGNATION -  5163.24
 KK0541  PID         -  KK0541
 KK0541  STATE/COUNTY-  CO/ADAMS
 KK0541  USGS QUAD   -  COMMERCE CITY (1994)
 KK0541
 KK0541                         *CURRENT SURVEY CONTROL
 KK0541  ___________________________________________________________________
 KK0541* NAD 83(1986)-  39 47 56.     (N)    104 56 59.     (W)     SCALED    
 KK0541* NAVD 88     -      1574.278  (meters)    5164.94   (feet)  POSTED    
 KK0541  ___________________________________________________________________
 KK0541  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 KK0541  DYNAMIC HT  -        1572.800 (meters)    5160.09  (feet)  COMP
 KK0541  MODELED GRAV-     979,631.1   (mgal)                       NAVD 88
 KK0541
 KK0541  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0541
 KK0541.The horizontal coordinates were scaled from a topographic map and have
 KK0541.an estimated accuracy of +/- 6 seconds.
 KK0541
 KK0541.The orthometric height was determined by differential leveling
 KK0541.and adjusted by the National Geodetic Survey in 1992..
 KK0541.No vertical observational check was made to the station.
 KK0541.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0541.was located on a no-check spur therefore a value was not computed.
 KK0541
 KK0541.The geoid height was determined by GEOID03.
 KK0541
 KK0541.The dynamic height is computed by dividing the NAVD 88
 KK0541.geopotential number by the normal gravity value computed on the
 KK0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0541.degrees latitude (g = 980.6199 gals.).
 KK0541
 KK0541.The modeled gravity was interpolated from observed gravity values.
 KK0541
 KK0541;                    North         East    Units  Estimated Accuracy
 KK0541;SPC CO N     -   356,640.      961,530.      MT  (+/- 180 meters Scaled)
 KK0541
 KK0541                          SUPERSEDED SURVEY CONTROL
 KK0541
 KK0541  NGVD 29 (??/??/92) 1573.369  (m)         5161.96   (f) ADJ UNCH    1 2
 KK0541
 KK0541.Superseded values are not recommended for survey control.
 KK0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0541.See file dsdata.txt to determine how the superseded data were derived.
 KK0541
 KK0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE043054(NAD 83)
 KK0541_MARKER: DD = SURVEY DISK
 KK0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0541_STAMPING: 5163.24
 KK0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0541+STABILITY: SURFACE MOTION
 KK0541
 KK0541  HISTORY     - Date     Condition        Report By
 KK0541  HISTORY     - UNK      MONUMENTED       COGS
 KK0541  HISTORY     - 1956     GOOD             NGS
 KK0541
 KK0541                          STATION DESCRIPTION
 KK0541
 KK0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KK0541'5.4 MI NE FROM DENVER.
 KK0541'4.85 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KK0541'UNION STATION AT DENVER, THENCE 0.6 MILE NORTHEAST ALONG THE
 KK0541'CHICAGO, BURLINGTON AND QUINCY RAILROAD, 130 YARDS NORTHWEST OF
 KK0541'THE MOUNTAIN STATES FEED COMPANY BUILDING, AT A ROAD CROSSING, 76.7
 KK0541'FEET SOUTHWEST OF MILEPOST 538, 80 FEET SOUTHEAST OF THE CENTER
 KK0541'LINE OF STATE HIGHWAY 265, 43.5 FEET NORTHWEST OF THE NORTHWEST RAIL,
 KK0541'50 FEET SOUTHWEST OF THE CENTER LINE OF A GRAVELED ROAD, 1 FOOT
 KK0541'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 KK0541'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN SECTION 12, TOWNSHIP
 KK0541'3 SOUTH, RANGE 68 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0954 ***********************************************************************
 JK0954  DESIGNATION -  5163.53
 JK0954  PID         -  JK0954
 JK0954  STATE/COUNTY-  CO/FREMONT
 JK0954  USGS QUAD   -  FLORENCE (1975)
 JK0954
 JK0954                         *CURRENT SURVEY CONTROL
 JK0954  ___________________________________________________________________
 JK0954* NAD 83(1986)-  38 23 56.     (N)    105 06 54.     (W)     SCALED    
 JK0954* NAVD 88     -      1574.747  (meters)    5166.48   (feet)  ADJUSTED  
 JK0954  ___________________________________________________________________
 JK0954  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 JK0954  DYNAMIC HT  -        1573.038 (meters)    5160.88  (feet)  COMP
 JK0954  MODELED GRAV-     979,488.6   (mgal)                       NAVD 88
 JK0954
 JK0954  VERT ORDER  -  FIRST     CLASS II
 JK0954
 JK0954.The horizontal coordinates were scaled from a topographic map and have
 JK0954.an estimated accuracy of +/- 6 seconds.
 JK0954
 JK0954.The orthometric height was determined by differential leveling
 JK0954.and adjusted by the National Geodetic Survey in June 1991..
 JK0954
 JK0954.The geoid height was determined by GEOID03.
 JK0954
 JK0954.The dynamic height is computed by dividing the NAVD 88
 JK0954.geopotential number by the normal gravity value computed on the
 JK0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0954.degrees latitude (g = 980.6199 gals.).
 JK0954
 JK0954.The modeled gravity was interpolated from observed gravity values.
 JK0954
 JK0954;                    North         East    Units  Estimated Accuracy
 JK0954;SPC CO C     -   367,650.      948,030.      MT  (+/- 180 meters Scaled)
 JK0954
 JK0954                          SUPERSEDED SURVEY CONTROL
 JK0954
 JK0954.No superseded survey control is available for this station.
 JK0954
 JK0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC899500(NAD 83)
 JK0954_MARKER: DB = BENCH MARK DISK
 JK0954_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JK0954_SP_SET: HEADWALL
 JK0954_STAMPING: 5163.53
 JK0954_MARK LOGO: CODH  
 JK0954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0954
 JK0954  HISTORY     - Date     Condition        Report By
 JK0954  HISTORY     - UNK      MONUMENTED       CODH
 JK0954  HISTORY     - 1984     GOOD             NGS
 JK0954
 JK0954                          STATION DESCRIPTION
 JK0954
 JK0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0954'IN FLORENCE.
 JK0954'IN FLORENCE, AT THE INTERSECTION OF STATE HIGHWAY 62 AND THE ARKANSAS
 JK0954'RIVER, IN TOP OF AND 8.0 M (26.2 FT) NORTH OF THE SOUTH END OF THE
 JK0954'EAST CONCRETE HEADWALL OF THE HIGHWAY BRIDGE SPANNING THE RIVER, 29.6
 JK0954'M (97.1 FT) SOUTH OF THE CENTER OF THE RIVER, AND 7.2 M (23.6 FT)
 JK0954'EAST OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0540 ***********************************************************************
 KL0540  DESIGNATION -  5165
 KL0540  PID         -  KL0540
 KL0540  STATE/COUNTY-  CO/GARFIELD
 KL0540  USGS QUAD   -  RULISON (1987)
 KL0540
 KL0540                         *CURRENT SURVEY CONTROL
 KL0540  ___________________________________________________________________
 KL0540* NAD 83(1986)-  39 29 18.     (N)    107 57 16.     (W)     SCALED    
 KL0540* NAVD 88     -      1574.837  (meters)    5166.78   (feet)  ADJUSTED  
 KL0540  ___________________________________________________________________
 KL0540  GEOID HEIGHT-         -15.89  (meters)                     GEOID03
 KL0540  DYNAMIC HT  -        1573.247 (meters)    5161.56  (feet)  COMP
 KL0540  MODELED GRAV-     979,562.8   (mgal)                       NAVD 88
 KL0540
 KL0540  VERT ORDER  -  SECOND    CLASS 0
 KL0540
 KL0540.The horizontal coordinates were scaled from a topographic map and have
 KL0540.an estimated accuracy of +/- 6 seconds.
 KL0540
 KL0540.The orthometric height was determined by differential leveling
 KL0540.and adjusted by the National Geodetic Survey in June 1991..
 KL0540
 KL0540.The geoid height was determined by GEOID03.
 KL0540
 KL0540.The dynamic height is computed by dividing the NAVD 88
 KL0540.geopotential number by the normal gravity value computed on the
 KL0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0540.degrees latitude (g = 980.6199 gals.).
 KL0540
 KL0540.The modeled gravity was interpolated from observed gravity values.
 KL0540
 KL0540;                    North         East    Units  Estimated Accuracy
 KL0540;SPC CO C     -   491,370.      703,290.      MT  (+/- 180 meters Scaled)
 KL0540
 KL0540                          SUPERSEDED SURVEY CONTROL
 KL0540
 KL0540  NGVD 29 (??/??/92) 1573.692  (m)         5163.02   (f) ADJ UNCH    2 0
 KL0540
 KL0540.Superseded values are not recommended for survey control.
 KL0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0540.See file dsdata.txt to determine how the superseded data were derived.
 KL0540
 KL0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD459751(NAD 83)
 KL0540_MARKER: DD = SURVEY DISK
 KL0540_SETTING: 66 = SET IN ROCK OUTCROP
 KL0540_SP_SET: COPING STONE
 KL0540_STAMPING: 5165
 KL0540_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0540+STABILITY: POSITION/ELEVATION WELL
 KL0540
 KL0540  HISTORY     - Date     Condition        Report By
 KL0540  HISTORY     - UNK      MONUMENTED       USGS
 KL0540  HISTORY     - 1908     GOOD             USGS
 KL0540
 KL0540                          STATION DESCRIPTION
 KL0540
 KL0540'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 KL0540'6.1 MI E FROM GRAND VALLEY.
 KL0540'6.1 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KL0540'GRAND VALLEY, 0.2 MILE WEST OF MILEPOST NC 25, 11.5 FEET NORTH OF THE
 KL0540'TRACK, AT A CULVERT, AND IN THE CENTER OF THE COPING STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0629 ***********************************************************************
 LL0629  DESIGNATION -  5181.61
 LL0629  PID         -  LL0629
 LL0629  STATE/COUNTY-  CO/BOULDER
 LL0629  USGS QUAD   -  HYGIENE (1979)
 LL0629
 LL0629                         *CURRENT SURVEY CONTROL
 LL0629  ___________________________________________________________________
 LL0629* NAD 83(1986)-  40 12 12.     (N)    105 10 49.     (W)     SCALED    
 LL0629* NAVD 88     -      1580.048  (meters)    5183.87   (feet)  POSTED    
 LL0629  ___________________________________________________________________
 LL0629  GEOID HEIGHT-         -16.19  (meters)                     GEOID03
 LL0629  DYNAMIC HT  -        1578.600 (meters)    5179.12  (feet)  COMP
 LL0629  MODELED GRAV-     979,652.5   (mgal)                       NAVD 88
 LL0629
 LL0629  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0629
 LL0629.The horizontal coordinates were scaled from a topographic map and have
 LL0629.an estimated accuracy of +/- 6 seconds.
 LL0629
 LL0629.The orthometric height was determined by differential leveling
 LL0629.and adjusted by the National Geodetic Survey in 1992..
 LL0629.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0629.rate of 0.0 thru 1.0 mm/km.
 LL0629
 LL0629.The geoid height was determined by GEOID03.
 LL0629
 LL0629.The dynamic height is computed by dividing the NAVD 88
 LL0629.geopotential number by the normal gravity value computed on the
 LL0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0629.degrees latitude (g = 980.6199 gals.).
 LL0629
 LL0629.The modeled gravity was interpolated from observed gravity values.
 LL0629
 LL0629;                    North         East    Units  Estimated Accuracy
 LL0629;SPC CO N     -   401,450.      941,620.      MT  (+/- 180 meters Scaled)
 LL0629
 LL0629                          SUPERSEDED SURVEY CONTROL
 LL0629
 LL0629  NGVD 29 (??/??/92) 1579.035  (m)         5180.55   (f) ADJ UNCH    2 0
 LL0629
 LL0629.Superseded values are not recommended for survey control.
 LL0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0629.See file dsdata.txt to determine how the superseded data were derived.
 LL0629
 LL0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE846503(NAD 83)
 LL0629_MARKER: DD = SURVEY DISK
 LL0629_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0629_SP_SET: CULVERT
 LL0629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0629
 LL0629  HISTORY     - Date     Condition        Report By
 LL0629  HISTORY     - UNK      MONUMENTED       COGS
 LL0629  HISTORY     - 1968     MARK NOT FOUND   NGS
 LL0629  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0629  HISTORY     - 19980916 MARK NOT FOUND   USPSQD
 LL0629  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL0629
 LL0629                          STATION DESCRIPTION
 LL0629
 LL0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LL0629'1.1 MI N FROM HYGIENE.
 LL0629'1.0 MILE NORTH ALONG STATE HIGHWAY 379 FROM THE POST OFFICE AT
 LL0629'HYGIENE, THENCE 0.1 MILE WEST ALONG STATE HIGHWAY 66, 16 FEET NORTH
 LL0629'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST END
 LL0629'OF THE NORTH HEADWALL OF A 2 X 6 FOOT CONCRETE CULVERT OVER AN
 LL0629'IRRIGATION DITCH.
 LL0629
 LL0629                          STATION RECOVERY (1984)
 LL0629
 LL0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0629'A NEW CULVERT IS AT THIS LOCATION.
 LL0629
 LL0629                          STATION RECOVERY (1998)
 LL0629
 LL0629'RECOVERY NOTE BY US POWER SQUADRON 1998
 LL0629'MARK NOT FOUND.
 LL0629
 LL0629                          STATION RECOVERY (2001)
 LL0629
 LL0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0629'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0449 ***********************************************************************
 KK0449  DESIGNATION -  5182.81
 KK0449  PID         -  KK0449
 KK0449  STATE/COUNTY-  CO/DENVER
 KK0449  USGS QUAD   -  COMMERCE CITY (1994)
 KK0449
 KK0449                         *CURRENT SURVEY CONTROL
 KK0449  ___________________________________________________________________
 KK0449* NAD 83(1986)-  39 46 23.     (N)    104 59 48.     (W)     SCALED    
 KK0449* NAVD 88     -      1584.97   (+/-2cm)    5200.0    (feet)  VERTCON   
 KK0449  ___________________________________________________________________
 KK0449  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 KK0449
 KK0449  VERT ORDER  -  ? (See Below)
 KK0449
 KK0449.The horizontal coordinates were scaled from a topographic map and have
 KK0449.an estimated accuracy of +/- 6 seconds.
 KK0449
 KK0449.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK0449.The vertical order pertains to the NGVD 29 superseded value.
 KK0449
 KK0449.The geoid height was determined by GEOID03.
 KK0449
 KK0449;                    North         East    Units  Estimated Accuracy
 KK0449;SPC CO C     -   520,250.      957,530.      MT  (+/- 180 meters Scaled)
 KK0449
 KK0449                          SUPERSEDED SURVEY CONTROL
 KK0449
 KK0449  NGVD 29 (??/??/92) 1584.047  (m)         5196.99   (f) ADJ UNCH    ?  
 KK0449
 KK0449.Superseded values are not recommended for survey control.
 KK0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0449.See file dsdata.txt to determine how the superseded data were derived.
 KK0449
 KK0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE002025(NAD 83)
 KK0449_MARKER: S = SPIKE
 KK0449_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0449_SP_SET: POWER POLE
 KK0449_STAMPING: 5182.81 BM
 KK0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0449
 KK0449  HISTORY     - Date     Condition        Report By
 KK0449  HISTORY     - UNK      MONUMENTED       DRGWRR
 KK0449  HISTORY     - 1934     GOOD             NGS
 KK0449  HISTORY     - 1940     MARK NOT FOUND   NGS
 KK0449  HISTORY     - 20010303 GOOD             METRSC
 KK0449
 KK0449                          STATION DESCRIPTION
 KK0449
 KK0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KK0449'AT DENVER.
 KK0449'AT DENVER, DENVER COUNTY, ON THE DENVER AND SALT LAKE RAILWAY,
 KK0449'EAST OF INCA STREET, 30 FEET NORTH OF THE EASTERLY PROLONGATION OF
 KK0449'WEST FORTY-FIRST AVENUE, 50 FEET EAST OF THE CENTERLINE OF THE
 KK0449'TRACK, AT THE CROSSING OF A ROW OF POWER-TRANSMISSION LINE POLES,
 KK0449'AND IN THE WEST SIDE OF A POWER-TRANSMISSION LINE POLE.  A SPIKE,
 KK0449'MARKED BY THE PAINTED LETTERS 5182.81 B.M.
 KK0449
 KK0449                          STATION RECOVERY (1940)
 KK0449
 KK0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 KK0449'MARK NOT FOUND.
 KK0449
 KK0449                          STATION RECOVERY (2001)
 KK0449
 KK0449'RECOVERY NOTE BY METROPOLITAN STATE COLLEGE OF DENVER 2001 (HWS)
 KK0449'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0300 ***********************************************************************
 LL0300  DESIGNATION -  5186
 LL0300  PID         -  LL0300
 LL0300  STATE/COUNTY-  CO/WELD
 LL0300  USGS QUAD   -  NUNN (1975)
 LL0300
 LL0300                         *CURRENT SURVEY CONTROL
 LL0300  ___________________________________________________________________
 LL0300* NAD 83(1986)-  40 42 12.     (N)    104 46 49.     (W)     SCALED    
 LL0300* NAVD 88     -      1581.293  (meters)    5187.96   (feet)  ADJUSTED  
 LL0300  ___________________________________________________________________
 LL0300  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 LL0300  DYNAMIC HT  -        1579.966 (meters)    5183.61  (feet)  COMP
 LL0300  MODELED GRAV-     979,729.5   (mgal)                       NAVD 88
 LL0300
 LL0300  VERT ORDER  -  FIRST     CLASS II
 LL0300
 LL0300.The horizontal coordinates were scaled from a topographic map and have
 LL0300.an estimated accuracy of +/- 6 seconds.
 LL0300
 LL0300.The orthometric height was determined by differential leveling
 LL0300.and adjusted by the National Geodetic Survey in June 1991..
 LL0300
 LL0300.The geoid height was determined by GEOID03.
 LL0300
 LL0300.The dynamic height is computed by dividing the NAVD 88
 LL0300.geopotential number by the normal gravity value computed on the
 LL0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0300.degrees latitude (g = 980.6199 gals.).
 LL0300
 LL0300.The modeled gravity was interpolated from observed gravity values.
 LL0300
 LL0300;                    North         East    Units  Estimated Accuracy
 LL0300;SPC CO N     -   457,160.      975,230.      MT  (+/- 180 meters Scaled)
 LL0300
 LL0300                          SUPERSEDED SURVEY CONTROL
 LL0300
 LL0300  NGVD 29 (??/??/92) 1580.354  (m)         5184.88   (f) ADJ UNCH    1 2
 LL0300
 LL0300.Superseded values are not recommended for survey control.
 LL0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0300.See file dsdata.txt to determine how the superseded data were derived.
 LL0300
 LL0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF185058(NAD 83)
 LL0300_MARKER: DD = SURVEY DISK
 LL0300_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LL0300_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LL0300_STAMPING: 5186 DENVER 1908
 LL0300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0300
 LL0300  HISTORY     - Date     Condition        Report By
 LL0300  HISTORY     - 1908     MONUMENTED       USGS
 LL0300  HISTORY     - 1956     GOOD             NGS
 LL0300  HISTORY     - 1983     MARK NOT FOUND   NGS
 LL0300
 LL0300                          STATION DESCRIPTION
 LL0300
 LL0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0300'AT NUNN.
 LL0300'AT NUNN, 0.15 MILE SOUTHWEST OF THE UNION PACIFIC RAILROAD STATION,
 LL0300'1 BLOCK SOUTH OF THE WATER TOWER, 50.8 FEET SOUTH OF THE SOUTHEAST
 LL0300'CORNER OF THE NUNN GROCERY AND MARKET, 29 FEET WEST OF THE CENTER
 LL0300'LINE OF A GRAVELED STREET, 1.8 FEET WEST OF THE WEST EDGE OF A
 LL0300'SIDEWALK, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH
 LL0300'PROJECTS 1.0 FOOT ABOVE THE GROUND, IN SECTION 33, TOWNSHIP 9
 LL0300'NORTH, RANGE 66 WEST.
 LL0300
 LL0300                          STATION RECOVERY (1983)
 LL0300
 LL0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0300'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0351 ***********************************************************************
 KK0351  DESIGNATION -  5186=X 1 RESET
 KK0351  PID         -  KK0351
 KK0351  STATE/COUNTY-  CO/DENVER
 KK0351  USGS QUAD   -  COMMERCE CITY (1994)
 KK0351
 KK0351                         *CURRENT SURVEY CONTROL
 KK0351  ___________________________________________________________________
 KK0351* NAD 83(1986)-  39 45 10.     (N)    105 00 00.     (W)     SCALED    
 KK0351* NAVD 88     -      1581.514  (meters)    5188.68   (feet)  POSTED    
 KK0351  ___________________________________________________________________
 KK0351  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 KK0351  DYNAMIC HT  -        1580.000 (meters)    5183.72  (feet)  COMP
 KK0351  MODELED GRAV-     979,616.1   (mgal)                       NAVD 88
 KK0351
 KK0351  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 KK0351
 KK0351.The horizontal coordinates were scaled from a topographic map and have
 KK0351.an estimated accuracy of +/- 6 seconds.
 KK0351
 KK0351.The orthometric height was determined by differential leveling
 KK0351.and adjusted by the National Geodetic Survey in 1992..
 KK0351.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 KK0351.rate of 4.1 thru 8.0 mm/km.
 KK0351
 KK0351.The geoid height was determined by GEOID03.
 KK0351
 KK0351.The dynamic height is computed by dividing the NAVD 88
 KK0351.geopotential number by the normal gravity value computed on the
 KK0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0351.degrees latitude (g = 980.6199 gals.).
 KK0351
 KK0351.The modeled gravity was interpolated from observed gravity values.
 KK0351
 KK0351;                    North         East    Units  Estimated Accuracy
 KK0351;SPC CO C     -   518,000.      957,250.      MT  (+/- 180 meters Scaled)
 KK0351
 KK0351                          SUPERSEDED SURVEY CONTROL
 KK0351
 KK0351  NGVD 29 (??/??/92) 1580.591  (m)         5185.66   (f) ADJ UNCH    1 2
 KK0351
 KK0351.Superseded values are not recommended for survey control.
 KK0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0351.See file dsdata.txt to determine how the superseded data were derived.
 KK0351
 KK0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE000003(NAD 83)
 KK0351_MARKER: DD = SURVEY DISK
 KK0351_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0351_SP_SET: BUILDING
 KK0351_STAMPING: 5186 DENVER
 KK0351_MARK LOGO: USGS  
 KK0351_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0351_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK0351+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2006
 KK0351
 KK0351  HISTORY     - Date     Condition        Report By
 KK0351  HISTORY     - 1910     MONUMENTED       USGS
 KK0351  HISTORY     - 1956     GOOD             CGS
 KK0351  HISTORY     - 19911002 GOOD             NGS
 KK0351  HISTORY     - 20010303 GOOD             METRSC
 KK0351  HISTORY     - 20060611 GOOD             USPSQD
 KK0351
 KK0351                          STATION DESCRIPTION
 KK0351
 KK0351'DESCRIBED BY US GEOLOGICAL SURVEY 1910
 KK0351'ACCORDING TO THE COAST AND GEODETIC SURVEY REPORT, 1898-99, ON PAGE
 KK0351'590, THE BM ORIGINALLY AT THIS LOCATION WAS DESCRIBED BY USGS AS A
 KK0351'USGS BRONZE TABLET MARKED 5184 AND WAS DESIGNATED-- X 1.
 KK0351'
 KK0351'A NOTATION ON THE SUPERSEDED SUMMARY SHEET FOR THE 1899 LEVELING LINE
 KK0351'INDICATED THAT THE ORIGINAL MARK WAS RESET LATER IN 1910.
 KK0351
 KK0351                          STATION RECOVERY (1956)
 KK0351
 KK0351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956
 KK0351'AT DENVER.
 KK0351'AT DENVER, AT THE NORTH END OF THE NEWER PART OF THE UNION
 KK0351'STATION, NEAR THE POINT WHERE THE OLD AND NEW PARTS OF THE
 KK0351'STATION JOIN, 2 FEET EAST OF THE SOUTH SIDE OF THE DOOR ON THE
 KK0351'NORTH WING OF THE OLDER PART OF THE STATION LEADING TO THE
 KK0351'SUBWAY AND LUNCHROOM, 2.0 FEET ABOVE THE SIDEWALK, SET
 KK0351'VERTICALLY IN THE STONE FOUNDATION OF THE NORTH WALL OF THE
 KK0351'STATION.
 KK0351'
 KK0351'NOTE-- THIS MARK WAS PREVIOUSLY PUBLISHED AND DESIGNATED AS 5186
 KK0351'(USGS)=X 1 RESET.  IT IS A USGS DISK STAMPED-- 5186 DENVER.
 KK0351
 KK0351                          STATION RECOVERY (1991)
 KK0351
 KK0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KK0351'RECOVERED IN GOOD CONDITION.
 KK0351
 KK0351                          STATION RECOVERY (2001)
 KK0351
 KK0351'RECOVERY NOTE BY METROPOLITAN STATE COLLEGE OF DENVER 2001 (HWS)
 KK0351'RECOVERED IN GOOD CONDITION.
 KK0351
 KK0351                          STATION RECOVERY (2006)
 KK0351
 KK0351'RECOVERY NOTE BY US POWER SQUADRON 2006
 KK0351'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0416 ***********************************************************************
 JL0416  DESIGNATION -  5191.069
 JL0416  PID         -  JL0416
 JL0416  STATE/COUNTY-  CO/MONTROSE
 JL0416  USGS QUAD   -  OLATHE NW (1955)
 JL0416
 JL0416                         *CURRENT SURVEY CONTROL
 JL0416  ___________________________________________________________________
 JL0416* NAD 83(1986)-  38 40 01.     (N)    107 59 57.     (W)     SCALED    
 JL0416* NAVD 88     -      1583.026  (meters)    5193.64   (feet)  ADJUSTED  
 JL0416  ___________________________________________________________________
 JL0416  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 JL0416  DYNAMIC HT  -        1581.356 (meters)    5188.17  (feet)  COMP
 JL0416  MODELED GRAV-     979,518.3   (mgal)                       NAVD 88
 JL0416
 JL0416  VERT ORDER  -  FIRST     CLASS II
 JL0416
 JL0416.The horizontal coordinates were scaled from a topographic map and have
 JL0416.an estimated accuracy of +/- 6 seconds.
 JL0416
 JL0416.The orthometric height was determined by differential leveling
 JL0416.and adjusted by the National Geodetic Survey in June 1991..
 JL0416
 JL0416.The geoid height was determined by GEOID03.
 JL0416
 JL0416.The dynamic height is computed by dividing the NAVD 88
 JL0416.geopotential number by the normal gravity value computed on the
 JL0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0416.degrees latitude (g = 980.6199 gals.).
 JL0416
 JL0416.The modeled gravity was interpolated from observed gravity values.
 JL0416
 JL0416;                    North         East    Units  Estimated Accuracy
 JL0416;SPC CO S     -   529,720.      696,910.      MT  (+/- 180 meters Scaled)
 JL0416
 JL0416                          SUPERSEDED SURVEY CONTROL
 JL0416
 JL0416  NGVD 29 (??/??/92) 1581.922  (m)         5190.02   (f) ADJ UNCH    1 2
 JL0416
 JL0416.Superseded values are not recommended for survey control.
 JL0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0416.See file dsdata.txt to determine how the superseded data were derived.
 JL0416
 JL0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC390840(NAD 83)
 JL0416_MARKER: DB = BENCH MARK DISK
 JL0416_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JL0416_SP_SET: RETAINING WALL
 JL0416_STAMPING: 5190.022 5191
 JL0416_MARK LOGO: USGS  
 JL0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0416+STABILITY: SURFACE MOTION
 JL0416
 JL0416  HISTORY     - Date     Condition        Report By
 JL0416  HISTORY     - UNK      MONUMENTED       USGS
 JL0416  HISTORY     - 1926     GOOD             NGS
 JL0416  HISTORY     - 1984     GOOD             NGS
 JL0416
 JL0416                          STATION DESCRIPTION
 JL0416
 JL0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1926
 JL0416'4.3 MI NW FROM OLATHE.
 JL0416'4.3 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0416'FROM THE STATION AT OLATHE, MONTROSE COUNTY, 1/2 MILE NORTH OF
 JL0416'MILEPOST D-366, 365 FEET SOUTH OF THE CROSSING OF U.S. HIGHWAY 50, 20
 JL0416'FEET WEST OF THE CENTERLINE OF THE TRACK, IN THE TOP OF A STONE
 JL0416'RETAINING WALL, 10 FEET SOUTH OF THE NORTH END, AND 7-1/2 FEET LOWER
 JL0416'THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 JL0416'STAMPED 5190.022 5191.
 JL0416
 JL0416                          STATION RECOVERY (1984)
 JL0416
 JL0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0416'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  11.1 KM
 JL0416'(6.9 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH
 JL0416'STATE HIGHWAY 92 IN DELTA, THENCE 0.1 KM (0.05 MI) SOUTHWEST ALONG
 JL0416'NORTH RIVER ROAD, THENCE 0.1 KM (0.05 MI) SOUTHEAST ALONG THE DENVER
 JL0416'AND RIO GRANDE WESTERN RAILROAD, IN THE NORTHWEST END OF THE
 JL0416'SOUTHWEST STONE RETAINING WALL OF A CULVERT, 111.2 M (364.8 FT)
 JL0416'SOUTHEAST OF THE CENTER OF OF A PAVED ROAD, 5.5 M (18.0 FT) SOUTHWEST
 JL0416'OF THE NEAR RAIL, AND 2.7 M (8.9 FT) SOUTHEAST OF THE NORTHWEST END
 JL0416'OF THE RETAINING WALL.  NOTE--THE DISK NO LONGER HAS 5191 STAMPED ON
 JL0416'IT.
 JL0416'THE MARK IS 2.3 M BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0944 ***********************************************************************
 KK0944  DESIGNATION -  52 G
 KK0944  PID         -  KK0944
 KK0944  STATE/COUNTY-  CO/PARK
 KK0944  USGS QUAD   -  OBSERVATORY ROCK (1979)
 KK0944
 KK0944                         *CURRENT SURVEY CONTROL
 KK0944  ___________________________________________________________________
 KK0944* NAD 83(1986)-  39 17 43.     (N)    105 42 19.     (W)     SCALED    
 KK0944* NAVD 88     -      2760.513  (meters)    9056.78   (feet)  ADJUSTED  
 KK0944  ___________________________________________________________________
 KK0944  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 KK0944  DYNAMIC HT  -        2757.119 (meters)    9045.65  (feet)  COMP
 KK0944  MODELED GRAV-     979,297.1   (mgal)                       NAVD 88
 KK0944
 KK0944  VERT ORDER  -  SECOND    CLASS 0
 KK0944
 KK0944.The horizontal coordinates were scaled from a topographic map and have
 KK0944.an estimated accuracy of +/- 6 seconds.
 KK0944
 KK0944.The orthometric height was determined by differential leveling
 KK0944.and adjusted by the National Geodetic Survey in June 1991..
 KK0944
 KK0944.The geoid height was determined by GEOID03.
 KK0944
 KK0944.The dynamic height is computed by dividing the NAVD 88
 KK0944.geopotential number by the normal gravity value computed on the
 KK0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0944.degrees latitude (g = 980.6199 gals.).
 KK0944
 KK0944.The modeled gravity was interpolated from observed gravity values.
 KK0944
 KK0944;                    North         East    Units  Estimated Accuracy
 KK0944;SPC CO C     -   467,110.      896,700.      MT  (+/- 180 meters Scaled)
 KK0944
 KK0944                          SUPERSEDED SURVEY CONTROL
 KK0944
 KK0944  NGVD 29 (??/??/92) 2758.999  (m)         9051.82   (f) ADJ UNCH    2 0
 KK0944
 KK0944.Superseded values are not recommended for survey control.
 KK0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0944.See file dsdata.txt to determine how the superseded data were derived.
 KK0944
 KK0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD391497(NAD 83)
 KK0944_MARKER: DD = SURVEY DISK
 KK0944_SETTING: 80 = SET IN A BOULDER
 KK0944_STAMPING: 52 G 1930
 KK0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0944+STABILITY: SURFACE MOTION
 KK0944
 KK0944  HISTORY     - Date     Condition        Report By
 KK0944  HISTORY     - 1930     MONUMENTED       USGS
 KK0944  HISTORY     - 1934     GOOD             NGS
 KK0944
 KK0944                          STATION DESCRIPTION
 KK0944
 KK0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KK0944'9.1 MI SE FROM JEFFERSON.
 KK0944'9.1 MILES SOUTHEAST ALONG STATE HIGHWAY 77 FROM THE GRAMMAR SCHOOL
 KK0944'AT JEFFERSON, PARK COUNTY, 1.1 MILES SOUTHEAST OF THE CROSSING OF
 KK0944'A HIGH HILL, 0.3 MILE NORTHWEST OF A ROAD FORK LEADING TO ROCK
 KK0944'CREEK, 15 FEET SOUTHWEST OF A LARGE ROCK OUTCROP, 35 FEET NORTHEAST
 KK0944'OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF A GRANITE BOULDER
 KK0944'PROTRUDING 6 INCHES ABOVE GROUND, AND ABOUT 10 FEET HIGHER THAN
 KK0944'THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 KK0944'STAMPED 52 G 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1846 ***********************************************************************
 KK1846  DESIGNATION -  52 RESET
 KK1846  PID         -  KK1846
 KK1846  STATE/COUNTY-  CO/JEFFERSON
 KK1846  USGS QUAD   -  MORRISON (1994)
 KK1846
 KK1846                         *CURRENT SURVEY CONTROL
 KK1846  ___________________________________________________________________
 KK1846* NAD 83(1992)-  39 44 24.32536(N)    105 08 24.13104(W)     ADJUSTED  
 KK1846* NAVD 88     -      1742.1    (meters)    5716.     (feet)  VERTCON   
 KK1846  ___________________________________________________________________
 KK1846  LAPLACE CORR-         -15.50  (seconds)                    DEFLEC99
 KK1846  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 KK1846
 KK1846  HORZ ORDER  -  SECOND
 KK1846
 KK1846.The horizontal coordinates were established by classical geodetic methods
 KK1846.and adjusted by the National Geodetic Survey in January 1993..
 KK1846
 KK1846.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1846
 KK1846.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1846
 KK1846.The geoid height was determined by GEOID03.
 KK1846
 KK1846;                    North         East     Units Scale Factor Converg.
 KK1846;SPC CO C     -   516,532.864   945,256.593   MT  0.99999805   +0 13 37.3
 KK1846;SPC CO C     - 1,694,658.24  3,101,229.34   sFT  0.99999805   +0 13 37.3
 KK1846;UTM  13      - 4,398,919.815   488,001.336   MT  0.99960177   -0 05 22.3
 KK1846
 KK1846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1846!SPC CO C     -   0.99972930  x   0.99999805  =   0.99972735
 KK1846!UTM  13      -   0.99972930  x   0.99960177  =   0.99933118
 KK1846
 KK1846|---------------------------------------------------------------------|
 KK1846| PID    Reference Object                     Distance      Geod. Az  |
 KK1846|                                                           dddmmss.s |
 KK1846| CP7134 52 RM 1                               6.911 METERS 00000     |
 KK1846| CP7135 52 RM 2                               7.036 METERS 08732     |
 KK1846| CP7133 52 AZ MK                                           0911813.2 |
 KK1846| KK1824 LAKEWOOD DFC N TANK                 APPROX. 2.6 KM 1471500.6 |
 KK1846|---------------------------------------------------------------------|
 KK1846
 KK1846                          SUPERSEDED SURVEY CONTROL
 KK1846
 KK1846  NAD 83(1986)-  39 44 24.32182(N)    105 08 24.12900(W) AD(       ) 2
 KK1846  NAD 27      -  39 44 24.36817(N)    105 08 22.17732(W) AD(       ) 2
 KK1846  NGVD 29 (07/19/86) 1741.2    (m)         5713.     (f) VERT ANG       
 KK1846
 KK1846.Superseded values are not recommended for survey control.
 KK1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1846.See file dsdata.txt to determine how the superseded data were derived.
 KK1846
 KK1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8800198920(NAD 83)
 KK1846_MARKER: DD = SURVEY DISK
 KK1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1846_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1846_STAMPING: JCMD 52 1977 1983
 KK1846_MARK LOGO: JCMD  
 KK1846_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK1846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1846
 KK1846  HISTORY     - Date     Condition        Report By
 KK1846  HISTORY     - 1985     MONUMENTED       JCMD
 KK1846
 KK1846                          STATION DESCRIPTION
 KK1846
 KK1846'DESCRIBED BY JEFFERSON COUNTY MAPPING DEPARTMENT 1985
 KK1846'THE STATION MARK WAS RECOVERED IN POOR CONDITION AND THE REFERENCE
 KK1846'MARKS COULD NOT BE FOUND.  A NEW STATION MARK SET AND TWO REFERENCE
 KK1846'MARKS WERE SET.  NO GOOD LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 KK1846'NO DISTANCES COULD BE CHECKED, BUT ANGLES TO FOUR INTERSECTION
 KK1846'STATIONS CHECKED WITHIN LIMITS.  INTERSECTION STATION GOLDEN KOA TV
 KK1846'TOWERS SEEMS TO HAVE MOVED A BIT SINCE 1977 AND GAVE THE WORST
 KK1846'AGREEMENT.  A NEW DESCRIPTION IS GIVEN.
 KK1846' 
 KK1846'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) EAST-SOUTHEAST OF
 KK1846'GOLDEN, 4.0 KM (2.50 MI) SOUTH OF THE JUNCTION OF INTERSTATE 70 AND
 KK1846'STATE HIGHWAY 58, 3.2 KM (2.00 MI) NORTHWEST OF THE CENTER OF THE
 KK1846'DENVER FEDERAL CENTER AND ON THE PROPERTY LINE IN THE SOUTHEAST CORNER
 KK1846'OF A PARK.  TO REACH THE STATION FROM THE INTERSECTION OF WEST COLFAX
 KK1846'AND SIMMS STREET IN EDGEMONT, GO WEST ON WEST COLFAX FOR 1.0 KM (0.60
 KK1846'MI) TO THE STATION ON THE RIGHT.
 KK1846' 
 KK1846'THE STATION IS A STANDARD JCMD DISK STAMPED--JCMD 52 1977 1983--, SET
 KK1846'INTO THE TOP OF A ROUND CONCRETE MONUMENT (30 CM) 12 INCHES IN
 KK1846'DIAMETER FLUSH WITH GROUND.  ON THE HIGHEST PART OF THE HILL AND
 KK1846'ACROSS THE STREET FROM 12600 COLFAX ALSO KNOWN AS THE GOLDEN HILL
 KK1846'OFFICE BUILDINGS.  LOCATED 21.3 METERS (69.9 FT) NORTH FROM THE
 KK1846'CENTERLINE OF WEST COLFAX AVENUE.  24.4 METERS (80.1 FT) WEST FROM THE
 KK1846'CENTER OF A DRIVEWAY GOING NORTH.  2.7 METERS (8.9 FT) SOUTH FOMR THE
 KK1846'SOUTHERN END OF A CHAINLINK FENCE. 1.2 METER (3.9 FT) SOUTH FROM A
 KK1846'YELLOW STANDPIPE AND 1.1 METER (3.6 FT) NORTH FROM A WITNESS POST.
 KK1846'THE UNDERGROUND MARK IS A STANDARD JCMD DISK STAMPED--JCMD 52 1977
 KK1846'1983--, SET INTO AN IRREGULAR MASS OF CONCRETE 0.8 METERS (2.5 FT)
 KK1846'BELOW THE SURFACE.
 KK1846' 
 KK1846'REFERENCE MARK NO 3 IS A STANDARD JCMD DISK STAMPED--JCMD 52 RM 3 1977
 KK1846'1983--.  SET INTO THE TOP OF THE CURB IN THE DRIVE WAY LEADING NORTH
 KK1846'ON THE WESTSIDE OF THE SAFECO BUILDING AND IN THE NORTHERN END OF THE
 KK1846'SIDEWALK APRON.  LOCATED 15.8 METERS (51.8 FT) NORTH FROM THE
 KK1846'CENTERLINE OF WEST COLFAX AVENUE.  5.2 METERS (17.1 FT) WEST FROM THE
 KK1846'CENTER OF THE DRIVEWAY GOING NORTH AND 2.1 METERS (6.9 FT) BELOW THE
 KK1846'STATION.
 KK1846' 
 KK1846'REFERENCE MARK NO 4 IS A STANDARD JCMD DISK STAMPED--JCMD 52 RM 4 1977
 KK1846'1983--, SET INTO THE TOP OF THE NORTH CURB ON WEST COLFAX AVENUE.
 KK1846'LOCATED 25.9 METERS (85.0 FT) WEST FROM THE DRCENTER OF A DRIVEWAY
 KK1846'LEADING NORTH.  10.1 METERS (33.1 FT) NORTH FROM THE CENTERLINE OF
 KK1846'WEST COLFAX AVENUE AND 2.4 METERS (7.9 FT) BELOW THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1010 ***********************************************************************
 LL1010  DESIGNATION -  5202
 LL1010  PID         -  LL1010
 LL1010  STATE/COUNTY-  CO/LARIMER
 LL1010  USGS QUAD   -  WELLINGTON (1978)
 LL1010
 LL1010                         *CURRENT SURVEY CONTROL
 LL1010  ___________________________________________________________________
 LL1010* NAD 83(1986)-  40 42 13.     (N)    105 00 25.     (W)     SCALED    
 LL1010* NAVD 88     -      1586.091  (meters)    5203.70   (feet)  ADJUSTED  
 LL1010  ___________________________________________________________________
 LL1010  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 LL1010  DYNAMIC HT  -        1584.758 (meters)    5199.33  (feet)  COMP
 LL1010  MODELED GRAV-     979,729.0   (mgal)                       NAVD 88
 LL1010
 LL1010  VERT ORDER  -  FIRST     CLASS II
 LL1010
 LL1010.The horizontal coordinates were scaled from a topographic map and have
 LL1010.an estimated accuracy of +/- 6 seconds.
 LL1010
 LL1010.The orthometric height was determined by differential leveling
 LL1010.and adjusted by the National Geodetic Survey in June 1991..
 LL1010
 LL1010.The geoid height was determined by GEOID03.
 LL1010
 LL1010.The dynamic height is computed by dividing the NAVD 88
 LL1010.geopotential number by the normal gravity value computed on the
 LL1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1010.degrees latitude (g = 980.6199 gals.).
 LL1010
 LL1010.The modeled gravity was interpolated from observed gravity values.
 LL1010
 LL1010;                    North         East    Units  Estimated Accuracy
 LL1010;SPC CO N     -   457,060.      956,070.      MT  (+/- 180 meters Scaled)
 LL1010
 LL1010                          SUPERSEDED SURVEY CONTROL
 LL1010
 LL1010  NGVD 29 (??/??/??) 1585.207  (m)         5200.80   (f) ADJUSTED    1 2
 LL1010
 LL1010.Superseded values are not recommended for survey control.
 LL1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1010.See file dsdata.txt to determine how the superseded data were derived.
 LL1010
 LL1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF994058(NAD 83)
 LL1010_MARKER: DB = BENCH MARK DISK
 LL1010_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LL1010+WITH SETTING: PAVEMENT
 LL1010_SP_SET: STEP
 LL1010_STAMPING: 5202
 LL1010_MARK LOGO: USGS  
 LL1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1010+STABILITY: SURFACE MOTION
 LL1010
 LL1010  HISTORY     - Date     Condition        Report By
 LL1010  HISTORY     - UNK      MONUMENTED       USGS
 LL1010  HISTORY     - 1984     GOOD             NGS
 LL1010
 LL1010                          STATION DESCRIPTION
 LL1010
 LL1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1010'IN WELLINGTON.
 LL1010'IN WELLINGTON, AT THE INTERSECTION OF CLEVELAND AVENUE AND NORTH
 LL1010'SECOND STREET, IN THE NORTHEAST END OF THE CONCRETE STEP OF THE
 LL1010'NORTHWEST ENTRANCE TO THE NORTH POUDRE IRRIGATION COMPANY BUILDING,
 LL1010'14.0 METERS (45.9 FT) SOUTH OF THE CENTERLINE OF THE AVENUE,
 LL1010'11.0 METERS (36.1 FT) EAST OF THE CENTER OF THE STREET, 1.0 METER
 LL1010'(3.3 FT) NORTHEAST OF THE CENTER OF THE ENTRANCE, AND 0.3 METER
 LL1010'(1.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE STEP.
 LL1010'THE MARK IS 0.3 M ABOVE THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0539 ***********************************************************************
 KL0539  DESIGNATION -  5202
 KL0539  PID         -  KL0539
 KL0539  STATE/COUNTY-  CO/GARFIELD
 KL0539  USGS QUAD   -  RULISON (1987)
 KL0539
 KL0539                         *CURRENT SURVEY CONTROL
 KL0539  ___________________________________________________________________
 KL0539* NAD 83(1986)-  39 29 49.     (N)    107 55 09.     (W)     SCALED    
 KL0539* NAVD 88     -      1586.130  (meters)    5203.83   (feet)  ADJUSTED  
 KL0539  ___________________________________________________________________
 KL0539  GEOID HEIGHT-         -15.89  (meters)                     GEOID03
 KL0539  DYNAMIC HT  -        1584.516 (meters)    5198.53  (feet)  COMP
 KL0539  MODELED GRAV-     979,555.0   (mgal)                       NAVD 88
 KL0539
 KL0539  VERT ORDER  -  SECOND    CLASS 0
 KL0539
 KL0539.The horizontal coordinates were scaled from a topographic map and have
 KL0539.an estimated accuracy of +/- 6 seconds.
 KL0539
 KL0539.The orthometric height was determined by differential leveling
 KL0539.and adjusted by the National Geodetic Survey in June 1991..
 KL0539
 KL0539.The geoid height was determined by GEOID03.
 KL0539
 KL0539.The dynamic height is computed by dividing the NAVD 88
 KL0539.geopotential number by the normal gravity value computed on the
 KL0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0539.degrees latitude (g = 980.6199 gals.).
 KL0539
 KL0539.The modeled gravity was interpolated from observed gravity values.
 KL0539
 KL0539;                    North         East    Units  Estimated Accuracy
 KL0539;SPC CO C     -   492,250.      706,350.      MT  (+/- 180 meters Scaled)
 KL0539
 KL0539                          SUPERSEDED SURVEY CONTROL
 KL0539
 KL0539  NGVD 29 (??/??/92) 1584.969  (m)         5200.02   (f) ADJ UNCH    2 0
 KL0539
 KL0539.Superseded values are not recommended for survey control.
 KL0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0539.See file dsdata.txt to determine how the superseded data were derived.
 KL0539
 KL0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD489759(NAD 83)
 KL0539_MARKER: DD = SURVEY DISK
 KL0539_SETTING: 80 = SET IN A BOULDER
 KL0539_SP_SET: BOULDER
 KL0539_STAMPING: 5202
 KL0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0539+STABILITY: SURFACE MOTION
 KL0539
 KL0539  HISTORY     - Date     Condition        Report By
 KL0539  HISTORY     - UNK      MONUMENTED       USGS
 KL0539  HISTORY     - 1908     GOOD             USGS
 KL0539
 KL0539                          STATION DESCRIPTION
 KL0539
 KL0539'DESCRIBED BY US GEOLOGICAL SURVEY 1908
 KL0539'0.5 MI W FROM MORRIS.
 KL0539'0.5 MILE WEST ALONG THE DENVER AND RIO GRANDE RAILROAD FROM MORRIS,
 KL0539'215 FEET EAST OF A SMALL LOG CABIN, 30 FEET NORTH OF THE TRACK, 25
 KL0539'FEET SOUTH OF A FENCE, AND IN THE TOP OF A LARGE GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0607 ***********************************************************************
 HK0607  DESIGNATION -  5205
 HK0607  PID         -  HK0607
 HK0607  STATE/COUNTY-  CO/LAS ANIMAS
 HK0607  USGS QUAD   -  THATCHER (1993)
 HK0607
 HK0607                         *CURRENT SURVEY CONTROL
 HK0607  ___________________________________________________________________
 HK0607* NAD 83(1986)-  37 35 13.     (N)    104 02 26.     (W)     SCALED    
 HK0607* NAVD 88     -      1587.203  (meters)    5207.35   (feet)  ADJUSTED  
 HK0607  ___________________________________________________________________
 HK0607  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 HK0607  DYNAMIC HT  -        1585.421 (meters)    5201.50  (feet)  COMP
 HK0607  MODELED GRAV-     979,451.6   (mgal)                       NAVD 88
 HK0607
 HK0607  VERT ORDER  -  THIRD
 HK0607
 HK0607.The horizontal coordinates were scaled from a topographic map and have
 HK0607.an estimated accuracy of +/- 6 seconds.
 HK0607
 HK0607.The orthometric height was determined by differential leveling
 HK0607.and adjusted by the National Geodetic Survey in August 1995..
 HK0607
 HK0607.The geoid height was determined by GEOID03.
 HK0607
 HK0607.The dynamic height is computed by dividing the NAVD 88
 HK0607.geopotential number by the normal gravity value computed on the
 HK0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0607.degrees latitude (g = 980.6199 gals.).
 HK0607
 HK0607.The modeled gravity was interpolated from observed gravity values.
 HK0607
 HK0607;                    North         East    Units  Estimated Accuracy
 HK0607;SPC CO S     -   407,940.    1,043,290.      MT  (+/- 180 meters Scaled)
 HK0607
 HK0607                          SUPERSEDED SURVEY CONTROL
 HK0607
 HK0607.No superseded survey control is available for this station.
 HK0607
 HK0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB847604(NAD 83)
 HK0607_MARKER: N = NAIL
 HK0607_SETTING: 0 = UNSPECIFIED SETTING
 HK0607_MARK LOGO: NONE  
 HK0607_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HK0607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0607
 HK0607  HISTORY     - Date     Condition        Report By
 HK0607  HISTORY     - 1970     MONUMENTED       USGS
 HK0607
 HK0607                          STATION DESCRIPTION
 HK0607
 HK0607'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HK0607'AT HOUGHTON, AT THE INTERSECTION OF U.S. HIGHWAY 350 AND COUNTY ROAD
 HK0607'KNOWN AS PIPELINE ROAD, AT THE CENTERLINE OF U.S. HIGHWAY 350 AT THE
 HK0607'ROAD CROSSING, A STEEL NAIL AND WASHER DRIVEN INTO THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0570 ***********************************************************************
 KL0570  DESIGNATION -  5214
 KL0570  PID         -  KL0570
 KL0570  STATE/COUNTY-  CO/GARFIELD
 KL0570  USGS QUAD   -  RULISON (1987)
 KL0570
 KL0570                         *CURRENT SURVEY CONTROL
 KL0570  ___________________________________________________________________
 KL0570* NAD 83(1986)-  39 29 34.     (N)    107 52 48.     (W)     SCALED    
 KL0570* NAVD 88     -      1589.857  (meters)    5216.06   (feet)  ADJUSTED  
 KL0570  ___________________________________________________________________
 KL0570  GEOID HEIGHT-         -15.88  (meters)                     GEOID03
 KL0570  DYNAMIC HT  -        1588.223 (meters)    5210.69  (feet)  COMP
 KL0570  MODELED GRAV-     979,544.1   (mgal)                       NAVD 88
 KL0570
 KL0570  VERT ORDER  -  SECOND    CLASS 0
 KL0570
 KL0570.The horizontal coordinates were scaled from a topographic map and have
 KL0570.an estimated accuracy of +/- 6 seconds.
 KL0570
 KL0570.The orthometric height was determined by differential leveling
 KL0570.and adjusted by the National Geodetic Survey in June 1991..
 KL0570
 KL0570.The geoid height was determined by GEOID03.
 KL0570
 KL0570.The dynamic height is computed by dividing the NAVD 88
 KL0570.geopotential number by the normal gravity value computed on the
 KL0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0570.degrees latitude (g = 980.6199 gals.).
 KL0570
 KL0570.The modeled gravity was interpolated from observed gravity values.
 KL0570
 KL0570;                    North         East    Units  Estimated Accuracy
 KL0570;SPC CO C     -   491,700.      709,700.      MT  (+/- 180 meters Scaled)
 KL0570
 KL0570                          SUPERSEDED SURVEY CONTROL
 KL0570
 KL0570  NGVD 29 (??/??/92) 1588.677  (m)         5212.18   (f) ADJ UNCH    2 0
 KL0570
 KL0570.Superseded values are not recommended for survey control.
 KL0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0570.See file dsdata.txt to determine how the superseded data were derived.
 KL0570
 KL0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD523754(NAD 83)
 KL0570_MARKER: DD = SURVEY DISK
 KL0570_SETTING: 66 = SET IN ROCK OUTCROP
 KL0570_SP_SET: SANDSTONE ROCK
 KL0570_STAMPING: 5214
 KL0570_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0570+STABILITY: POSITION/ELEVATION WELL
 KL0570
 KL0570  HISTORY     - Date     Condition        Report By
 KL0570  HISTORY     - UNK      MONUMENTED       USGS
 KL0570  HISTORY     - 1934     GOOD             USGS
 KL0570
 KL0570                          STATION DESCRIPTION
 KL0570
 KL0570'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 KL0570'1.2 MI W FROM LUCY.
 KL0570'1.2 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KL0570'LUCY, 40 FEET NORTH OF MILEPOST NC 20, 50 FEET NORTH OF THE TRACK,
 KL0570'JUST SOUTH OF A FENCE, AND IN THE TOP OF A SANDSTONE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0355 ***********************************************************************
 KK0355  DESIGNATION -  5224
 KK0355  PID         -  KK0355
 KK0355  STATE/COUNTY-  CO/DENVER
 KK0355  USGS QUAD   -  ENGLEWOOD (1997)
 KK0355
 KK0355                         *CURRENT SURVEY CONTROL
 KK0355  ___________________________________________________________________
 KK0355* NAD 83(1986)-  39 44 51.     (N)    104 59 31.     (W)     SCALED    
 KK0355* NAVD 88     -      1592.569  (meters)    5224.95   (feet)  POSTED    
 KK0355  ___________________________________________________________________
 KK0355  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 KK0355  DYNAMIC HT  -        1591.050 (meters)    5219.97  (feet)  COMP
 KK0355  MODELED GRAV-     979,616.4   (mgal)                       NAVD 88
 KK0355
 KK0355  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0355
 KK0355.The horizontal coordinates were scaled from a topographic map and have
 KK0355.an estimated accuracy of +/- 6 seconds.
 KK0355
 KK0355.The orthometric height was determined by differential leveling
 KK0355.and adjusted by the National Geodetic Survey in 1992..
 KK0355.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0355.rate of 1.1 thru 2.0 mm/km.
 KK0355
 KK0355.The geoid height was determined by GEOID03.
 KK0355
 KK0355.The dynamic height is computed by dividing the NAVD 88
 KK0355.geopotential number by the normal gravity value computed on the
 KK0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0355.degrees latitude (g = 980.6199 gals.).
 KK0355
 KK0355.The modeled gravity was interpolated from observed gravity values.
 KK0355
 KK0355;                    North         East    Units  Estimated Accuracy
 KK0355;SPC CO C     -   517,420.      957,950.      MT  (+/- 180 meters Scaled)
 KK0355
 KK0355                          SUPERSEDED SURVEY CONTROL
 KK0355
 KK0355  NGVD 29 (??/??/92) 1591.652  (m)         5221.94   (f) ADJ UNCH    1 2
 KK0355
 KK0355.Superseded values are not recommended for survey control.
 KK0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0355.See file dsdata.txt to determine how the superseded data were derived.
 KK0355
 KK0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED006997(NAD 83)
 KK0355_MARKER: DD = SURVEY DISK
 KK0355_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0355_SP_SET: BUILDING
 KK0355_STAMPING: 5224
 KK0355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0355_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK0355+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2006
 KK0355
 KK0355  HISTORY     - Date     Condition        Report By
 KK0355  HISTORY     - UNK      MONUMENTED       USGS
 KK0355  HISTORY     - 1939     GOOD             NGS
 KK0355  HISTORY     - 20010419 GOOD             USPSQD
 KK0355  HISTORY     - 20041231 GOOD             GEOCAC
 KK0355  HISTORY     - 20060611 GOOD             USPSQD
 KK0355
 KK0355                          STATION DESCRIPTION
 KK0355
 KK0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0355'AT DENVER.
 KK0355'AT DENVER, DENVER COUNTY, ON CHAMPA STREET BETWEEN SEVENTEENTH
 KK0355'AND EIGHTEENTH STREETS, AT THE NORTHWEST CORNER OF THE DENVER
 KK0355'NATIONAL BANK BUILDING, IN THE GRANITE BLOCK DIRECTLY ABOVE THE
 KK0355'CORNERSTONE, AND 4.5 FEET ABOVE THE SIDEWALK.  A UNITED STATES
 KK0355'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5224 AND SET VERTICALLY.
 KK0355
 KK0355                          STATION RECOVERY (2001)
 KK0355
 KK0355'RECOVERY NOTE BY US POWER SQUADRON 2001 (HB)
 KK0355'RECOVERED IN GOOD CONDITION.
 KK0355
 KK0355                          STATION RECOVERY (2004)
 KK0355
 KK0355'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 KK0355'STATION RECOVERED IN GOOD CONDITION.
 KK0355
 KK0355                          STATION RECOVERY (2006)
 KK0355
 KK0355'RECOVERY NOTE BY US POWER SQUADRON 2006
 KK0355'CORNERSTONE IS OF THE CHAMBER OF COMMERCE BUILDING BUILT IN 1910 AND
 KK0355'ADDRESS OF 1726 CHAMPA ST.  REST OF DESCRIPTION ACCURATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0415 ***********************************************************************
 JL0415  DESIGNATION -  5230.648
 JL0415  PID         -  JL0415
 JL0415  STATE/COUNTY-  CO/MONTROSE
 JL0415  USGS QUAD   -  OLATHE NW (1955)
 JL0415
 JL0415                         *CURRENT SURVEY CONTROL
 JL0415  ___________________________________________________________________
 JL0415* NAD 83(1986)-  38 39 07.     (N)    107 59 46.     (W)     SCALED    
 JL0415* NAVD 88     -      1595.185  (meters)    5233.54   (feet)  POSTED    
 JL0415  ___________________________________________________________________
 JL0415  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 JL0415  DYNAMIC HT  -        1593.500 (meters)    5228.01  (feet)  COMP
 JL0415  MODELED GRAV-     979,514.3   (mgal)                       NAVD 88
 JL0415
 JL0415  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JL0415
 JL0415.The horizontal coordinates were scaled from a topographic map and have
 JL0415.an estimated accuracy of +/- 6 seconds.
 JL0415
 JL0415.The orthometric height was determined by differential leveling
 JL0415.and adjusted by the National Geodetic Survey in 1992..
 JL0415.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JL0415.rate of 0.0 thru 1.0 mm/km.
 JL0415
 JL0415.The geoid height was determined by GEOID03.
 JL0415
 JL0415.The dynamic height is computed by dividing the NAVD 88
 JL0415.geopotential number by the normal gravity value computed on the
 JL0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0415.degrees latitude (g = 980.6199 gals.).
 JL0415
 JL0415.The modeled gravity was interpolated from observed gravity values.
 JL0415
 JL0415;                    North         East    Units  Estimated Accuracy
 JL0415;SPC CO S     -   528,050.      697,130.      MT  (+/- 180 meters Scaled)
 JL0415
 JL0415                          SUPERSEDED SURVEY CONTROL
 JL0415
 JL0415  NGVD 29 (??/??/92) 1594.018  (m)         5229.71   (f) ADJ UNCH    1 2
 JL0415
 JL0415.Superseded values are not recommended for survey control.
 JL0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0415.See file dsdata.txt to determine how the superseded data were derived.
 JL0415
 JL0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC392824(NAD 83)
 JL0415_MARKER: DD = SURVEY DISK
 JL0415_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JL0415_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JL0415_STAMPING: 5229.707
 JL0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JL0415
 JL0415  HISTORY     - Date     Condition        Report By
 JL0415  HISTORY     - UNK      MONUMENTED       USGS
 JL0415  HISTORY     - 1926     GOOD             NGS
 JL0415  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0415
 JL0415                          STATION DESCRIPTION
 JL0415
 JL0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1926
 JL0415'3.2 MI NW FROM OLATHE.
 JL0415'3.2 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0415'FROM THE STATION AT OLATHE, MONTROSE COUNTY, 0.4 MILE NORTH OF
 JL0415'MILEPOST D-365, 76 FEET SOUTH OF THE CENTER OF BRIDGE 365.44, 98 FEET
 JL0415'(MEASURED ON THE SLOPE) WEST OF THE CENTERLINE OF THE TRACK, 26 FEET
 JL0415'WEST OF THE CENTERLINE OF U.S. HIGHWAY 50, 4 FEET EAST OF A FENCE
 JL0415'LINE, IN LINE WITH A ROW OF POLES, AND 7 FEET LOWER THAN THE TRACK. A
 JL0415'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 5229.707 AND
 JL0415'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING ABOUT 8 INCHES
 JL0415'ABOVE GROUND.
 JL0415
 JL0415                          STATION RECOVERY (1984)
 JL0415
 JL0415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0358 ***********************************************************************
 KK0358  DESIGNATION -  5233.25
 KK0358  PID         -  KK0358
 KK0358  STATE/COUNTY-  CO/DENVER
 KK0358  USGS QUAD   -  ENGLEWOOD (1997)
 KK0358
 KK0358                         *CURRENT SURVEY CONTROL
 KK0358  ___________________________________________________________________
 KK0358* NAD 83(1986)-  39 44 23.     (N)    104 59 27.     (W)     SCALED    
 KK0358* NAVD 88     -      1595.755  (meters)    5235.41   (feet)  POSTED    
 KK0358  ___________________________________________________________________
 KK0358  GEOID HEIGHT-         -17.08  (meters)                     GEOID03
 KK0358  DYNAMIC HT  -        1594.230 (meters)    5230.40  (feet)  COMP
 KK0358  MODELED GRAV-     979,615.0   (mgal)                       NAVD 88
 KK0358
 KK0358  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0358
 KK0358.The horizontal coordinates were scaled from a topographic map and have
 KK0358.an estimated accuracy of +/- 6 seconds.
 KK0358
 KK0358.The orthometric height was determined by differential leveling
 KK0358.and adjusted by the National Geodetic Survey in 1992..
 KK0358.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0358.rate of 1.1 thru 2.0 mm/km.
 KK0358
 KK0358.The geoid height was determined by GEOID03.
 KK0358
 KK0358.The dynamic height is computed by dividing the NAVD 88
 KK0358.geopotential number by the normal gravity value computed on the
 KK0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0358.degrees latitude (g = 980.6199 gals.).
 KK0358
 KK0358.The modeled gravity was interpolated from observed gravity values.
 KK0358
 KK0358;                    North         East    Units  Estimated Accuracy
 KK0358;SPC CO C     -   516,550.      958,050.      MT  (+/- 180 meters Scaled)
 KK0358
 KK0358                          SUPERSEDED SURVEY CONTROL
 KK0358
 KK0358  NGVD 29 (??/??/92) 1594.840  (m)         5232.40   (f) ADJ UNCH    1 2
 KK0358
 KK0358.Superseded values are not recommended for survey control.
 KK0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0358.See file dsdata.txt to determine how the superseded data were derived.
 KK0358
 KK0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED007988(NAD 83)
 KK0358_MARKER: DD = SURVEY DISK
 KK0358_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0358_SP_SET: STEPS
 KK0358_STAMPING: 5233.25
 KK0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0358+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2006
 KK0358
 KK0358  HISTORY     - Date     Condition        Report By
 KK0358  HISTORY     - UNK      MONUMENTED       COGS
 KK0358  HISTORY     - 1939     GOOD             NGS
 KK0358  HISTORY     - 20041231 GOOD             GEOCAC
 KK0358  HISTORY     - 20060611 GOOD             USPSQD
 KK0358
 KK0358                          STATION DESCRIPTION
 KK0358
 KK0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0358'AT DENVER.
 KK0358'AT DENVER, DENVER COUNTY, ON WEST COLFAX AVENUE, AT THE NORTH
 KK0358'MAIN ENTRANCE TO THE CITY AND COUNTY BUILDING, 12 FEET NORTH
 KK0358'OF THE NORTH WALL, 5 FEET EAST OF THE CENTER OF THE ENTRANCE,
 KK0358'AND IN THE TOP OF THE NORTHEAST END OF THE FIRST STEP.  A STATE
 KK0358'SURVEY STANDARD DISK, STAMPED 5233.25.
 KK0358
 KK0358                          STATION RECOVERY (2004)
 KK0358
 KK0358'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 KK0358'MARK RECOVERED IN GOOD CONDITION.
 KK0358
 KK0358                          STATION RECOVERY (2006)
 KK0358
 KK0358'RECOVERY NOTE BY US POWER SQUADRON 2006
 KK0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0345 ***********************************************************************
 LL0345  DESIGNATION -  5235
 LL0345  PID         -  LL0345
 LL0345  STATE/COUNTY-  CO/WELD
 LL0345  USGS QUAD   -  NUNN (1975)
 LL0345
 LL0345                         *CURRENT SURVEY CONTROL
 LL0345  ___________________________________________________________________
 LL0345* NAD 83(1986)-  40 42 39.     (N)    104 49 49.     (W)     SCALED    
 LL0345* NAVD 88     -      1595.975  (meters)    5236.13   (feet)  ADJUSTED  
 LL0345  ___________________________________________________________________
 LL0345  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 LL0345  DYNAMIC HT  -        1594.628 (meters)    5231.71  (feet)  COMP
 LL0345  MODELED GRAV-     979,724.5   (mgal)                       NAVD 88
 LL0345
 LL0345  VERT ORDER  -  FIRST     CLASS II
 LL0345
 LL0345.The horizontal coordinates were scaled from a topographic map and have
 LL0345.an estimated accuracy of +/- 6 seconds.
 LL0345
 LL0345.The orthometric height was determined by differential leveling
 LL0345.and adjusted by the National Geodetic Survey in June 1991..
 LL0345
 LL0345.The geoid height was determined by GEOID03.
 LL0345
 LL0345.The dynamic height is computed by dividing the NAVD 88
 LL0345.geopotential number by the normal gravity value computed on the
 LL0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0345.degrees latitude (g = 980.6199 gals.).
 LL0345
 LL0345.The modeled gravity was interpolated from observed gravity values.
 LL0345
 LL0345;                    North         East    Units  Estimated Accuracy
 LL0345;SPC CO N     -   457,960.      970,990.      MT  (+/- 180 meters Scaled)
 LL0345
 LL0345                          SUPERSEDED SURVEY CONTROL
 LL0345
 LL0345  NGVD 29 (??/??/92) 1595.023  (m)         5233.00   (f) ADJ UNCH    1 2
 LL0345
 LL0345.Superseded values are not recommended for survey control.
 LL0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0345.See file dsdata.txt to determine how the superseded data were derived.
 LL0345
 LL0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF143066(NAD 83)
 LL0345_MARKER: DD = SURVEY DISK
 LL0345_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LL0345_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LL0345_STAMPING: 5235 DENVER 1908
 LL0345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0345
 LL0345  HISTORY     - Date     Condition        Report By
 LL0345  HISTORY     - 1908     MONUMENTED       USGS
 LL0345  HISTORY     - 1954     GOOD             NGS
 LL0345  HISTORY     - 1983     MARK NOT FOUND   USGS
 LL0345  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0345
 LL0345                          STATION DESCRIPTION
 LL0345
 LL0345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LL0345'2.7 MI W FROM NUNN.
 LL0345'0.3 MILE NORTHWEST ALONG U.S. HIGHWAY 85 FROM THE UNION PACIFIC
 LL0345'RAILROAD STATION AT NUNN, THENCE 2.4 MILES WEST ALONG A GRAVELED
 LL0345'ROAD, 83 YARDS WEST OF A CONCRETE CULVERT, 40 FEET SOUTH OF THE
 LL0345'CENTER LINE OF THE ROAD, 2 FEET EAST OF A WITNESS POST, RIVETED
 LL0345'ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.5 FOOT
 LL0345'ABOVE THE GROUND.
 LL0345
 LL0345                          STATION RECOVERY (1983)
 LL0345
 LL0345'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 LL0345'MARK NOT FOUND.
 LL0345
 LL0345                          STATION RECOVERY (1984)
 LL0345
 LL0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0635 ***********************************************************************
 LL0635  DESIGNATION -  5236.2
 LL0635  PID         -  LL0635
 LL0635  STATE/COUNTY-  CO/BOULDER
 LL0635  USGS QUAD   -  HYGIENE (1979)
 LL0635
 LL0635                         *CURRENT SURVEY CONTROL
 LL0635  ___________________________________________________________________
 LL0635* NAD 83(1986)-  40 12 33.     (N)    105 13 49.     (W)     SCALED    
 LL0635* NAVD 88     -      1596.687  (meters)    5238.46   (feet)  ADJUSTED  
 LL0635  ___________________________________________________________________
 LL0635  GEOID HEIGHT-         -15.75  (meters)                     GEOID03
 LL0635  DYNAMIC HT  -        1595.221 (meters)    5233.65  (feet)  COMP
 LL0635  MODELED GRAV-     979,651.9   (mgal)                       NAVD 88
 LL0635
 LL0635  VERT ORDER  -  SECOND    CLASS 0
 LL0635
 LL0635.The horizontal coordinates were scaled from a topographic map and have
 LL0635.an estimated accuracy of +/- 6 seconds.
 LL0635
 LL0635.The orthometric height was determined by differential leveling
 LL0635.and adjusted by the National Geodetic Survey in June 1991..
 LL0635
 LL0635.The geoid height was determined by GEOID03.
 LL0635
 LL0635.The dynamic height is computed by dividing the NAVD 88
 LL0635.geopotential number by the normal gravity value computed on the
 LL0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0635.degrees latitude (g = 980.6199 gals.).
 LL0635
 LL0635.The modeled gravity was interpolated from observed gravity values.
 LL0635
 LL0635;                    North         East    Units  Estimated Accuracy
 LL0635;SPC CO N     -   402,080.      937,360.      MT  (+/- 180 meters Scaled)
 LL0635
 LL0635                          SUPERSEDED SURVEY CONTROL
 LL0635
 LL0635  NGVD 29 (??/??/92) 1595.659  (m)         5235.09   (f) ADJ UNCH    2 0
 LL0635
 LL0635.Superseded values are not recommended for survey control.
 LL0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0635.See file dsdata.txt to determine how the superseded data were derived.
 LL0635
 LL0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE804509(NAD 83)
 LL0635_MARKER: Q = CHISELED SQUARE
 LL0635_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0635_SP_SET: CONCRETE SLAB
 LL0635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0635
 LL0635  HISTORY     - Date     Condition        Report By
 LL0635  HISTORY     - UNK      MONUMENTED       USGS
 LL0635  HISTORY     - 1951     GOOD             NGS
 LL0635  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0635  HISTORY     - 19980914 MARK NOT FOUND   USPSQD
 LL0635  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL0635  HISTORY     - 20040223 MARK NOT FOUND   USPSQD
 LL0635
 LL0635                          STATION DESCRIPTION
 LL0635
 LL0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LL0635'2.5 MI SE FROM LYONS.
 LL0635'2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 LL0635'AT LYONS, AT THE SOUTHEAST CORNER OF A SCHOOL YARD, 140 FEET
 LL0635'SOUTHEAST OF THE SOUTH DOOR OF THE SCHOOLHOUSE, 30 FEET SOUTHEAST
 LL0635'OF A 36 INCH COTTONWOOD TREE, 66 FEET NORTH OF THE CENTER LINE OF
 LL0635'THE HIGHWAY, 23 FEET WEST OF THE CENTER LINE OF A ROAD LEADING
 LL0635'NORTH, A CHISELED SQUARE IN THE TOP OF A CONCRETE SLAB, NEAR
 LL0635'A CLUSTER OF 7 IRON POSTS.
 LL0635
 LL0635                          STATION RECOVERY (1984)
 LL0635
 LL0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0635'MARK NOT FOUND.
 LL0635
 LL0635                          STATION RECOVERY (1998)
 LL0635
 LL0635'RECOVERY NOTE BY US POWER SQUADRON 1998
 LL0635'MARK NOT FOUND.
 LL0635
 LL0635                          STATION RECOVERY (2001)
 LL0635
 LL0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0635'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL0635
 LL0635                          STATION RECOVERY (2004)
 LL0635
 LL0635'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL0635'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0584 ***********************************************************************
 LL0584  DESIGNATION -  5249
 LL0584  PID         -  LL0584
 LL0584  STATE/COUNTY-  CO/LARIMER
 LL0584  USGS QUAD   -  MASONVILLE (1984)
 LL0584
 LL0584                         *CURRENT SURVEY CONTROL
 LL0584  ___________________________________________________________________
 LL0584* NAD 83(1986)-  40 25 58.     (N)    105 11 42.     (W)     SCALED    
 LL0584* NAVD 88     -      1600.320  (meters)    5250.38   (feet)  ADJUSTED  
 LL0584  ___________________________________________________________________
 LL0584  GEOID HEIGHT-         -15.34  (meters)                     GEOID03
 LL0584  DYNAMIC HT  -        1598.928 (meters)    5245.82  (feet)  COMP
 LL0584  MODELED GRAV-     979,699.1   (mgal)                       NAVD 88
 LL0584
 LL0584  VERT ORDER  -  SECOND    CLASS 0
 LL0584
 LL0584.The horizontal coordinates were scaled from a topographic map and have
 LL0584.an estimated accuracy of +/- 6 seconds.
 LL0584
 LL0584.The orthometric height was determined by differential leveling
 LL0584.and adjusted by the National Geodetic Survey in June 1991..
 LL0584
 LL0584.The geoid height was determined by GEOID03.
 LL0584
 LL0584.The dynamic height is computed by dividing the NAVD 88
 LL0584.geopotential number by the normal gravity value computed on the
 LL0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0584.degrees latitude (g = 980.6199 gals.).
 LL0584
 LL0584.The modeled gravity was interpolated from observed gravity values.
 LL0584
 LL0584;                    North         East    Units  Estimated Accuracy
 LL0584;SPC CO N     -   426,920.      940,280.      MT  (+/- 180 meters Scaled)
 LL0584
 LL0584                          SUPERSEDED SURVEY CONTROL
 LL0584
 LL0584  NGVD 29 (??/??/92) 1599.323  (m)         5247.11   (f) ADJ UNCH    2 0
 LL0584
 LL0584.Superseded values are not recommended for survey control.
 LL0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0584.See file dsdata.txt to determine how the superseded data were derived.
 LL0584
 LL0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE834758(NAD 83)
 LL0584_MARKER: P = PIPE CAP
 LL0584_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LL0584_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LL0584_STAMPING: 5249 DENV
 LL0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0584
 LL0584  HISTORY     - Date     Condition        Report By
 LL0584  HISTORY     - UNK      MONUMENTED       USGS
 LL0584  HISTORY     - 1939     GOOD             NGS
 LL0584  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0584  HISTORY     - 20030827 MARK NOT FOUND   USPSQD
 LL0584
 LL0584                          STATION DESCRIPTION
 LL0584
 LL0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 LL0584'8.3 MI NW FROM LOVELAND.
 LL0584'8.3 MILES WEST AND NORTH ALONG U.S. HIGHWAY 34 AND BUCKHORN ROAD
 LL0584'FROM THE POST OFFICE AT LOVELAND, LARIMER COUNTY, 1.1 MILES NORTH
 LL0584'OF BIG THOMPSON SCHOOL (DISTRICT NUMBER 63), 0.5 MILE WEST OF
 LL0584'BUCKHORN RESERVOIR, AT A T-JUNCTION, ON THE WEST EDGE OF A CUT-BANK,
 LL0584'AND ON THE WEST SIDE OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY
 LL0584'STANDARD CAP, STAMPED 5249 DENV AND RIVETED ON THE TOP OF A 3-1/2-INCH
 LL0584'IRON PIPE.
 LL0584
 LL0584                          STATION RECOVERY (1984)
 LL0584
 LL0584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0584'MARK NOT FOUND.
 LL0584
 LL0584                          STATION RECOVERY (2003)
 LL0584
 LL0584'RECOVERY NOTE BY US POWER SQUADRON 2003 (EH)
 LL0584'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0474 ***********************************************************************
 HJ0474  DESIGNATION -  5252
 HJ0474  PID         -  HJ0474
 HJ0474  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0474  USGS QUAD   -  ROCK CROSSING (1993)
 HJ0474
 HJ0474                         *CURRENT SURVEY CONTROL
 HJ0474  ___________________________________________________________________
 HJ0474* NAD 83(1986)-  37 28 25.     (N)    103 58 24.     (W)     SCALED    
 HJ0474* NAVD 88     -      1601.520  (meters)    5254.32   (feet)  ADJUSTED  
 HJ0474  ___________________________________________________________________
 HJ0474  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 HJ0474  DYNAMIC HT  -        1599.709 (meters)    5248.38  (feet)  COMP
 HJ0474  MODELED GRAV-     979,443.4   (mgal)                       NAVD 88
 HJ0474
 HJ0474  VERT ORDER  -  THIRD
 HJ0474
 HJ0474.The horizontal coordinates were scaled from a topographic map and have
 HJ0474.an estimated accuracy of +/- 6 seconds.
 HJ0474
 HJ0474.The orthometric height was determined by differential leveling
 HJ0474.and adjusted by the National Geodetic Survey in August 1995..
 HJ0474
 HJ0474.The geoid height was determined by GEOID03.
 HJ0474
 HJ0474.The dynamic height is computed by dividing the NAVD 88
 HJ0474.geopotential number by the normal gravity value computed on the
 HJ0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0474.degrees latitude (g = 980.6199 gals.).
 HJ0474
 HJ0474.The modeled gravity was interpolated from observed gravity values.
 HJ0474
 HJ0474;                    North         East    Units  Estimated Accuracy
 HJ0474;SPC CO S     -   395,460.    1,049,440.      MT  (+/- 180 meters Scaled)
 HJ0474
 HJ0474                          SUPERSEDED SURVEY CONTROL
 HJ0474
 HJ0474.No superseded survey control is available for this station.
 HJ0474
 HJ0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB907479(NAD 83)
 HJ0474_MARKER: I = METAL ROD
 HJ0474_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HJ0474+WITH SETTING: INFORMATION.
 HJ0474_SP_SET: METAL ROD DRIVEN INTO GROUND
 HJ0474_MARK LOGO: NONE  
 HJ0474_MAGNETIC: I = MARKER IS A STEEL ROD
 HJ0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HJ0474
 HJ0474  HISTORY     - Date     Condition        Report By
 HJ0474  HISTORY     - 1970     MONUMENTED       USGS
 HJ0474
 HJ0474                          STATION DESCRIPTION
 HJ0474
 HJ0474'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HJ0474'FROM HOUGHTON, PROCEED 8.9 MILES (14.3 KM) SOUTHEAST ALONG A COUNTY
 HJ0474'ROAD KNOWN AS PIPELINE ROAD, 50 FEET (15.2 M) SOUTHWEST OF ROAD
 HJ0474'SUMMIT, TOP OF A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1321 ***********************************************************************
 LL1321  DESIGNATION -  5262=JUNCTION
 LL1321  PID         -  LL1321
 LL1321  STATE/COUNTY-  CO/BOULDER
 LL1321  USGS QUAD   -  ERIE (1967)
 LL1321
 LL1321                         *CURRENT SURVEY CONTROL
 LL1321  ___________________________________________________________________
 LL1321* NAD 83(1992)-  40 00 53.13741(N)    105 06 11.38358(W)     ADJUSTED  
 LL1321* NAVD 88     -      1606.     (meters)    5269.     (feet)  SCALED    
 LL1321  ___________________________________________________________________
 LL1321  LAPLACE CORR-         -11.65  (seconds)                    DEFLEC99
 LL1321  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 LL1321
 LL1321  HORZ ORDER  -  SECOND
 LL1321
 LL1321.The horizontal coordinates were established by classical geodetic methods
 LL1321.and adjusted by the National Geodetic Survey in January 1993..
 LL1321
 LL1321.The orthometric height was scaled from a topographic map.
 LL1321
 LL1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1321
 LL1321.The geoid height was determined by GEOID03.
 LL1321
 LL1321;                    North         East     Units Scale Factor Converg.
 LL1321;SPC CO N     -   380,535.140   948,280.760   MT  0.99996528   +0 15 23.1
 LL1321;SPC CO N     - 1,248,472.37  3,111,151.13   sFT  0.99996528   +0 15 23.1
 LL1321;SPC CO C     -   547,043.850   948,284.081   MT  1.00006313   +0 15 01.0
 LL1321;SPC CO C     - 1,794,759.70  3,111,162.02   sFT  1.00006313   +0 15 01.0
 LL1321;UTM  13      - 4,429,400.576   491,196.009   MT  0.99960095   -0 03 58.8
 LL1321
 LL1321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1321!SPC CO N     -   0.99975078  x   0.99996528  =   0.99971606
 LL1321!SPC CO C     -   0.99975078  x   1.00006313  =   0.99981389
 LL1321!UTM  13      -   0.99975078  x   0.99960095  =   0.99935182
 LL1321
 LL1321|---------------------------------------------------------------------|
 LL1321| PID    Reference Object                     Distance      Geod. Az  |
 LL1321|                                                           dddmmss.s |
 LL1321| CP8361 JUNCTION RM 1                        24.628 METERS 01317     |
 LL1321| CP8360 JUNCTION AZ MK                                     1773339.8 |
 LL1321| CP8364 JUNCTION RM 4 AZIMUTH                              17938     |
 LL1321| CP8363 JUNCTION RM 3                         5.050 METERS 18759     |
 LL1321| CP7741 METAL FLAG POLE                       9.571 METERS 26213     |
 LL1321| CP8362 JUNCTION RM 2                        14.890 METERS 29201     |
 LL1321|---------------------------------------------------------------------|
 LL1321
 LL1321                          SUPERSEDED SURVEY CONTROL
 LL1321
 LL1321  NAD 83(1986)-  40 00 53.13000(N)    105 06 11.38552(W) AD(       ) 2
 LL1321  NAD 27      -  40 00 53.18100(N)    105 06 09.44400(W) AD(       ) 2
 LL1321
 LL1321.Superseded values are not recommended for survey control.
 LL1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1321.See file dsdata.txt to determine how the superseded data were derived.
 LL1321
 LL1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE9119629401(NAD 83)
 LL1321_MARKER: DB = BENCH MARK DISK
 LL1321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1321
 LL1321  HISTORY     - Date     Condition        Report By
 LL1321  HISTORY     - 1935     MONUMENTED       CGS
 LL1321  HISTORY     - 1967     GOOD             CGS
 LL1321  HISTORY     - 1970     GOOD             NGS
 LL1321  HISTORY     - 1974     GOOD             NGS
 LL1321  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL1321
 LL1321                          STATION DESCRIPTION
 LL1321
 LL1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LL1321'STATION IS ABOUT 9.0 MILES EAST OF BOULDER, COLORADO AND 10.5
 LL1321'MILES SOUTH OF LONGMONT, COLORADO, LOCATED AT THE JUNCTION OF
 LL1321'U.S. HIGHWAY 285 AND STATE HIGHWAY 7.  IT IS ON LINE BETWEEN
 LL1321'SECTIONS 27 AND 34, T. 1 N., R. 69 W.  IT IS IN THE TRIANGULAR
 LL1321'AREA (NEAR CENTER) FORMED BY THE JUNCTION OF THE HIGHWAYS,
 LL1321'31.5 FEET EAST OF FLAGPOLE IN INTERSECTION AREA, 54 FEET WEST OF
 LL1321'WEST EDGE OF U.S. HIGHWAY 285 PAVING, AND 1 FOOT EAST OF EAST
 LL1321'EDGE OF CONCRETE MOUNTING OF AN ARTILLERY PIECE.  THE MARK
 LL1321'PROJECTS 2 INCHES.
 LL1321'
 LL1321'REFERENCE MARK NO. 1, IS NORTH OF THE STATION,
 LL1321'11.5 FEET SOUTH OF SOUTH EDGE OF HIGHWAY 7 PAVING, 34 FEET
 LL1321'WEST OF WEST EDGE OF HIGHWAY 285 PAVING, AND 69 FEET SOUTH OF
 LL1321'POINT OF Y-INTERSECTION OF HIGHWAYS NORTH OF TRIANGULAR PLOT.
 LL1321'THE MARK PROJECTS 2 INCHES.
 LL1321'
 LL1321'REFERENCE MARK NO. 2, IS WEST-NORTHWEST OF THE STATION,
 LL1321'13 FEET SOUTH OF SOUTH EDGE OF PAVEMENT OF HIGHWAY 7, AND
 LL1321'26.5 FEET NORTH OF FLAGPOLE IN THE TRIANGLE.  THE MARK PROJECTS
 LL1321'3 INCHES.
 LL1321'
 LL1321'THE AZIMUTH MARK, IS ABOUT 0.50 MILE SOUTH OF THE
 LL1321'STATION, ON THE EAST SIDE OF HIGHWAY 285, 19 FEET EAST OF
 LL1321'EAST EDGE OF THE PAVEMENT, 9 FEET EAST OF THE EAST EDGE OF
 LL1321'THE NORTH END OF A CONCRETE CULVERT, AND 1 FOOT WEST OF THE
 LL1321'EAST RIGHT-OF-WAY FENCE.  THE MARK IS NOT VISIBLE FROM THE
 LL1321'GROUND.  A 10-FOOT TARGET WILL CLEAR THE LINE.  THE MARK
 LL1321'PROJECTS 2 INCHES.
 LL1321'
 LL1321'STATION WAS REACHED FROM LONGMONT, COLORADO BY GOING SOUTH
 LL1321'ON U.S. HIGHWAY 285 FOR 10.5 MILES TO THE JUNCTION OF U.S.
 LL1321'HIGHWAY 285 AND STATE HIGHWAY 7.
 LL1321'
 LL1321'A 35-FOOT TOWER WILL BE NECESSARY TO CLEAR ALL LINES.
 LL1321'
 LL1321'SURFACE MARK IS A U.S. COAST AND GEODETIC SURVEY LOCAL SURVEYS
 LL1321'BENCH MARK.  THE DISK IS NOT NUMBERED AND IS SET IN A CONCRETE
 LL1321'POST 6 INCHES SQUARE.
 LL1321
 LL1321                          STATION RECOVERY (1967)
 LL1321
 LL1321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 LL1321'THE STATION AND R.M. NO. 2 WERE RECOVERED AND FOUND IN GOOD
 LL1321'CONDITION.  R.M. NO. 1 HAD BEEN DESTROYED AND THE AZIMUTH
 LL1321'MARK WAS NOT FOUND.
 LL1321'
 LL1321'THE STATION MARK IS 1 FOOT EAST OF A CONCRETE PLATFORM FOR AN
 LL1321'OLD CANNON, 15 FEET NORTH OF A LOW PILLAR AT THE SOUTHEAST
 LL1321'CORNER OF PLATFORM AND 6.5 FEET SOUTH OF THE PILLAR AT THE
 LL1321'NORTHEAST CORNER.  THE STATION MARK IS A U.S.C. AND G.S. AND
 LL1321'STATE SURVEY DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 LL1321'POST PROJECTING 2 INCHES.  R.M. NO. 2 IS 2 INCHES BELOW THE
 LL1321'SURFACE OF THE GROUND.
 LL1321'
 LL1321'TO REACH FROM LAFAYETTE, FROM THE JUNCTION OF U.S. HIGHWAY
 LL1321'287 AND STATE HIGHWAY 7, GO WEST AND NORTH ON THESE HIGHWAYS
 LL1321'FOR 1.6 MILES TO A TRIANGLE FORMED BY HIGHWAY JUNCTIONS AND
 LL1321'STATION INSIDE OF THE TRIANGLE.
 LL1321'
 LL1321'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 LL1321'NORTHWEST OF LAFAYETTE
 LL1321
 LL1321                          STATION RECOVERY (1970)
 LL1321
 LL1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LL1321'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 LL1321'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND
 LL1321'WITH THE TOP BROKEN OFF.  THE AZIMUTH MARK WAS SEARCHED FOR
 LL1321'BUT NOT FOUND AND ALL INDICATION SHOW THE MARK WAS PROBABLY
 LL1321'DESTROYED BY ROAD CONSTRUCTION OR WHEN AN IRRIGATION DITCH WAS
 LL1321'CONSTRUCTED.  NO OBJECTS VISIBLE SO A NEW AZIMUTH MARK WAS
 LL1321'NOT SET.  THE DISTANCE TO REFERENCE MARK NO. 2 CHECKED.
 LL1321'
 LL1321'REFERENCE MARK NO. 3 WAS SET.
 LL1321'
 LL1321'FOLLOWING IS A COMPLETE DESCRIPTION.
 LL1321'
 LL1321'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287
 LL1321'AND STATE HIGHWAY 7 IN LAFAYETTE, GO WEST AND NORTH ON THESE
 LL1321'HIGHWAYS FOR 1.6 MILES TO A TRIANGLE FORMED BY HIGHWAY JUNCTIONS
 LL1321'AND STATION INSIDE OF THE TRIANGLE.
 LL1321'
 LL1321'THE STATION MARK IS A U.S.C. AND G.S. AND STATE SURVEY DISK
 LL1321'SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST WHICH PROJECTS
 LL1321'2 INCHES.  IT IS 51 FEET WEST OF THE WEST LANE OF U.S. HIGHWAY
 LL1321'287, 15.3 FEET NORTH OF THE CENTER OF A SMALL PEDESTAL AT THE
 LL1321'SOUTHEAST SIDE OF A CONCRETE PLATFORM, 6.82 FEET SOUTH OF THE
 LL1321'CENTER OF A SMALL PEDESTAL AT THE NORTHEAST SIDE OF THE CONCRETE
 LL1321'PLATFORM, 1 FOOT WEST OF A METAL WITNESS POST, AND 1 FOOT
 LL1321'EAST OF THE CONCRETE PLATFORM FOR A CANNON.
 LL1321'
 LL1321'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JUNCTION NO. 2
 LL1321'1935, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 LL1321'2 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 26.5 FEET
 LL1321'NORTH OF A FLAGPOLE AND 13 FEET SOUTH OF THE CENTER OF STATE
 LL1321'HIGHWAY 7.
 LL1321'
 LL1321'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED JUNCTION 1935
 LL1321'NO. 3 1970, IS CEMENTED IN A DRILL HOLE IN THE CONCRETE
 LL1321'PLATFORM SOUTHEAST OF THE CANNON.  IT IS 2 FEET WEST-SOUTHWEST
 LL1321'OF THE CENTER OF THE CONCRETE PEDESTAL AT THE SOUTHEAST CORNER
 LL1321'OF THE CONCRETE PLATFORM.
 LL1321'
 LL1321'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES
 LL1321'NORTHWEST OF LAFAYETTE.
 LL1321
 LL1321                          STATION RECOVERY (1974)
 LL1321
 LL1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LL1321'STATION MARK, REFERENCE MARKS 2 AND 3 WERE RECOVERED AND ARE
 LL1321'IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND IS
 LL1321'BELIEVED TO HAVE BEEN DESTROYED.
 LL1321'
 LL1321'A NEW AZIMUTH MARK WAS SET AT THIS TIME.
 LL1321'
 LL1321'STATION IS LOCATED WITHIN A TRIANGULAR SHAPED AREA WHICH IS
 LL1321'FORMED BY U.S. HIGHWAY 287 AND STATE HIGHWAY 7 WHICH GOES
 LL1321'WEST ON THE NORTH AND SOUTH SIDES OF THE STATION TOWARD BOULDER,
 LL1321'ABOUT 10-1/2 MILES SOUTH OF LONGMONT, 9 MILES EAST OF BOULDER,
 LL1321'2 MILES NORTH OF LAFAYETTE AND AT THE JUNCTION OF U.S. HIGHWAY
 LL1321'287 AND STATE HIGHWAY 7, (WEST JUNCTION).
 LL1321'
 LL1321'STATION IS REACHED FROM THE JUNCTION (EAST) OF U.S. HIGHWAY
 LL1321'287 AND STATE HIGHWAY 7 AT THE NORTH EDGE OF LAFAYETTE.  GO
 LL1321'WEST AND NORTH ON THE COMBINED HIGHWAYS FOR 1.2 MILES TO A
 LL1321'CONCRETE CULVERT BENEATH HIGHWAY AND THE AZIMUTH MARK ON THE
 LL1321'LEFT, WEST SIDE OF HIGHWAY.  CONTINUE NORTH ON THE COMBINED
 LL1321'HIGHWAYS FOR 0.5 MILE TO THE WEST JUNCTION OF THE TWO HIGHWAYS,
 LL1321'A TRIANGULAR SHAPED AREA ON LEFT AND STATION MARK WITHIN THE AREA.
 LL1321'
 LL1321'STATION MARK DISK IS STAMPED 5262, SET IN THE TOP OF A SQUARE
 LL1321'CONCRETE MONUMENT PROJECTING 2 INCHES.  MARK IS 82 FEET NORTH
 LL1321'OF THE SOUTH EAST-WEST SECTION OF HIGHWAY 7, 78 FEET SOUTH OF
 LL1321'THE CENTER OF THE NORTH EAST-WEST SECTION OF HIGHWAY 7, 60 FEET
 LL1321'WEST OF U.S. HIGHWAY 287,
 LL1321'
 LL1321'40.2 FEET SOUTH OF AN 18-INCH OAK TREE AND 31.5 FEET NORTH OF A
 LL1321'METAL FLAG POLE.
 LL1321'
 LL1321'REFERENCE MARK NUMBER 2 DISK IS STAMPED JUNCTION NO 2 1935,
 LL1321'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT ABOUT 4 INCHES
 LL1321'BELOW THE GROUND.  MARK IS 101 FEET WEST OF THE CENTER OF
 LL1321'HIGHWAY 287, 26.7 FEET NORTH OF THE METAL FLAG POLE AND 25
 LL1321'FEET SOUTH OF THE NORTH EAST-WEST SECTION OF HIGHWAY 7.
 LL1321'
 LL1321'REFERENCE MARK NUMBER 3 DISK IS STAMPED JUNCTION 1935 NO 3
 LL1321'1970, CEMENTED IN A DRILL HOLE, IN THE TOP OF A ROUND CONCRETE
 LL1321'SLAB.  MARK IS 65 FEET NORTH OF THE SOUTH EAST-WEST SECTION
 LL1321'OF HIGHWAY 7, 60 FEET WEST OF THE CENTER OF HIGHWAY 287 AND
 LL1321'31.4 FEET EAST-SOUTHEAST OF THE FLAG POLE.
 LL1321'
 LL1321'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED JUNCTION
 LL1321'1935 NO 4 1974 AZ, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 LL1321'FLUSH WITH THE GROUND.  MARK IS 55 FEET WEST OF THE CENTER
 LL1321'OF U.S. HIGHWAY 287, 28.7 FEET WEST-NORTHWEST OF THE WEST END
 LL1321'OF A CONCRETE DRAINAGE CULVERT HEADWALL, 14 FEET SOUTH OF THE
 LL1321'SOUTH EDGE OF A CULTIVATED FIELD, 13.4 FEET SOUTHWEST OF A
 LL1321'10-INCH PINE TREE AND 1.2 FEET WEST-NORTHWEST OF A METAL
 LL1321'WITNESS POST WITH SIGN ATTACHED.
 LL1321'
 LL1321'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 LL1321'NORTH OF LAFAYETTE.
 LL1321
 LL1321                          STATION RECOVERY (2001)
 LL1321
 LL1321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL1321'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0569 ***********************************************************************
 KL0569  DESIGNATION -  5263
 KL0569  PID         -  KL0569
 KL0569  STATE/COUNTY-  CO/GARFIELD
 KL0569  USGS QUAD   -  RIFLE (1982)
 KL0569
 KL0569                         *CURRENT SURVEY CONTROL
 KL0569  ___________________________________________________________________
 KL0569* NAD 83(1986)-  39 31 08.     (N)    107 50 23.     (W)     SCALED    
 KL0569* NAVD 88     -      1604.728  (meters)    5264.85   (feet)  ADJUSTED  
 KL0569  ___________________________________________________________________
 KL0569  GEOID HEIGHT-         -15.89  (meters)                     GEOID03
 KL0569  DYNAMIC HT  -        1603.091 (meters)    5259.47  (feet)  COMP
 KL0569  MODELED GRAV-     979,551.0   (mgal)                       NAVD 88
 KL0569
 KL0569  VERT ORDER  -  SECOND    CLASS 0
 KL0569
 KL0569.The horizontal coordinates were scaled from a topographic map and have
 KL0569.an estimated accuracy of +/- 6 seconds.
 KL0569
 KL0569.The orthometric height was determined by differential leveling
 KL0569.and adjusted by the National Geodetic Survey in June 1991..
 KL0569
 KL0569.The geoid height was determined by GEOID03.
 KL0569
 KL0569.The dynamic height is computed by dividing the NAVD 88
 KL0569.geopotential number by the normal gravity value computed on the
 KL0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0569.degrees latitude (g = 980.6199 gals.).
 KL0569
 KL0569.The modeled gravity was interpolated from observed gravity values.
 KL0569
 KL0569;                    North         East    Units  Estimated Accuracy
 KL0569;SPC CO C     -   494,500.      713,240.      MT  (+/- 180 meters Scaled)
 KL0569
 KL0569                          SUPERSEDED SURVEY CONTROL
 KL0569
 KL0569  NGVD 29 (??/??/92) 1603.556  (m)         5261.00   (f) ADJ UNCH    2 0
 KL0569
 KL0569.Superseded values are not recommended for survey control.
 KL0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0569.See file dsdata.txt to determine how the superseded data were derived.
 KL0569
 KL0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD558782(NAD 83)
 KL0569_MARKER: DD = SURVEY DISK
 KL0569_SETTING: 80 = SET IN A BOULDER
 KL0569_SP_SET: BOULDER
 KL0569_STAMPING: 5263
 KL0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0569+STABILITY: SURFACE MOTION
 KL0569
 KL0569  HISTORY     - Date     Condition        Report By
 KL0569  HISTORY     - UNK      MONUMENTED       USGS
 KL0569  HISTORY     - 1934     GOOD             USGS
 KL0569
 KL0569                          STATION DESCRIPTION
 KL0569
 KL0569'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 KL0569'3.1 MI W FROM RIFLE.
 KL0569'3.1 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KL0569'RIFLE, 575 FEET WEST OF MILEPOST NC 17, 155 FEET WEST OF BRIDGE 17 A,
 KL0569'10.3 FEET NORTH OF THE NORTH RAIL, AND IN THE TOP OF A SMALL BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0361 ***********************************************************************
 KK0361  DESIGNATION -  5275=U 1
 KK0361  PID         -  KK0361
 KK0361  STATE/COUNTY-  CO/DENVER
 KK0361  USGS QUAD   -  ENGLEWOOD (1997)
 KK0361
 KK0361                         *CURRENT SURVEY CONTROL
 KK0361  ___________________________________________________________________
 KK0361* NAD 83(1986)-  39 44 19.     (N)    104 59 01.     (W)     SCALED    
 KK0361* NAVD 88     -      1609.446  (meters)    5280.32   (feet)  POSTED    
 KK0361  ___________________________________________________________________
 KK0361  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 KK0361  DYNAMIC HT  -        1607.910 (meters)    5275.28  (feet)  COMP
 KK0361  MODELED GRAV-     979,613.9   (mgal)                       NAVD 88
 KK0361
 KK0361  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 KK0361
 KK0361.The horizontal coordinates were scaled from a topographic map and have
 KK0361.an estimated accuracy of +/- 6 seconds.
 KK0361
 KK0361.The orthometric height was determined by differential leveling
 KK0361.and adjusted by the National Geodetic Survey in 1992..
 KK0361.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 KK0361.rate greater than 8.0 mm/km.
 KK0361
 KK0361.The geoid height was determined by GEOID03.
 KK0361
 KK0361.The dynamic height is computed by dividing the NAVD 88
 KK0361.geopotential number by the normal gravity value computed on the
 KK0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0361.degrees latitude (g = 980.6199 gals.).
 KK0361
 KK0361.The modeled gravity was interpolated from observed gravity values.
 KK0361
 KK0361;                    North         East    Units  Estimated Accuracy
 KK0361;SPC CO C     -   516,430.      958,670.      MT  (+/- 180 meters Scaled)
 KK0361
 KK0361                          SUPERSEDED SURVEY CONTROL
 KK0361
 KK0361  NGVD 29 (??/??/92) 1608.531  (m)         5277.32   (f) ADJ UNCH    1 2
 KK0361
 KK0361.Superseded values are not recommended for survey control.
 KK0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0361.See file dsdata.txt to determine how the superseded data were derived.
 KK0361
 KK0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED014987(NAD 83)
 KK0361_MARKER: DD = SURVEY DISK
 KK0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0361_SP_SET: STONE POST
 KK0361_STAMPING: 5275
 KK0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0361+STABILITY: SURFACE MOTION
 KK0361
 KK0361  HISTORY     - Date     Condition        Report By
 KK0361  HISTORY     - UNK      MONUMENTED       USGS
 KK0361  HISTORY     - 1939     GOOD             NGS
 KK0361  HISTORY     - 20060611 MARK NOT FOUND   USPSQD
 KK0361
 KK0361                          STATION DESCRIPTION
 KK0361
 KK0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0361'AT DENVER.
 KK0361'AT DENVER, DENVER COUNTY, AT THE NORTHWEST CORNER OF THE
 KK0361'INTERSECTION OF EAST FOURTEENTH AVENUE AND GRANT STREET, AT THE
 KK0361'SOUTHEAST CORNER OF THE STATE CAPITOL GROUNDS, 10 FEET SOUTH OF
 KK0361'THE SOUTH END OF THE STONE STEPS ENTERING THE GROUNDS, 10 FEET
 KK0361'WEST OF THE WEST EDGE OF THE GRANT STREET SIDEWALK, AND LEVEL
 KK0361'WITH THE GRANT STREET SIDEWALK.  A UNITED STATES GEOLOGICAL
 KK0361'SURVEY STANDARD DISK, STAMPED 5275 AND SET IN THE TOP OF A STONE
 KK0361'POST SURROUNDED BY THE WORDS AZIMUTH MARK CUT IN THE POST.
 KK0361'NOTE-- THIS MARK WAS PREVIOUSLY PUBLISHED AND DESIGNATED AS
 KK0361'5275 (USGS) = U 1.
 KK0361
 KK0361                          STATION RECOVERY (2006)
 KK0361
 KK0361'RECOVERY NOTE BY US POWER SQUADRON 2006
 KK0361'AREA LANDSCAPED, MAY BE BURIED BENEATH LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0359 ***********************************************************************
 KK0359  DESIGNATION -  5275=V 1
 KK0359  PID         -  KK0359
 KK0359  STATE/COUNTY-  CO/DENVER
 KK0359  USGS QUAD   -  ENGLEWOOD (1997)
 KK0359
 KK0359                         *CURRENT SURVEY CONTROL
 KK0359  ___________________________________________________________________
 KK0359* NAD 83(1986)-  39 44 23.     (N)    104 59 00.     (W)     SCALED    
 KK0359* NAVD 88     -      1609.191  (meters)    5279.49   (feet)  POSTED    
 KK0359  ___________________________________________________________________
 KK0359  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 KK0359  DYNAMIC HT  -        1607.650 (meters)    5274.43  (feet)  COMP
 KK0359  MODELED GRAV-     979,614.2   (mgal)                       NAVD 88
 KK0359
 KK0359  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 KK0359
 KK0359.The horizontal coordinates were scaled from a topographic map and have
 KK0359.an estimated accuracy of +/- 6 seconds.
 KK0359
 KK0359.The orthometric height was determined by differential leveling
 KK0359.and adjusted by the National Geodetic Survey in 1992..
 KK0359.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 KK0359.rate of 4.1 thru 8.0 mm/km.
 KK0359
 KK0359.The geoid height was determined by GEOID03.
 KK0359
 KK0359.The dynamic height is computed by dividing the NAVD 88
 KK0359.geopotential number by the normal gravity value computed on the
 KK0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0359.degrees latitude (g = 980.6199 gals.).
 KK0359
 KK0359.The modeled gravity was interpolated from observed gravity values.
 KK0359
 KK0359;                    North         East    Units  Estimated Accuracy
 KK0359;SPC CO C     -   516,560.      958,690.      MT  (+/- 180 meters Scaled)
 KK0359
 KK0359                          SUPERSEDED SURVEY CONTROL
 KK0359
 KK0359  NGVD 29 (??/??/92) 1608.276  (m)         5276.49   (f) ADJ UNCH    1 2
 KK0359
 KK0359.Superseded values are not recommended for survey control.
 KK0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0359.See file dsdata.txt to determine how the superseded data were derived.
 KK0359
 KK0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED014988(NAD 83)
 KK0359_MARKER: DD = SURVEY DISK
 KK0359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0359_SP_SET: STEPS
 KK0359_STAMPING: 5275
 KK0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0359+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2006
 KK0359
 KK0359  HISTORY     - Date     Condition        Report By
 KK0359  HISTORY     - UNK      MONUMENTED       USGS
 KK0359  HISTORY     - 1939     GOOD             NGS
 KK0359  HISTORY     - 20041231 GOOD             GEOCAC
 KK0359  HISTORY     - 20060611 GOOD             USPSQD
 KK0359
 KK0359                          STATION DESCRIPTION
 KK0359
 KK0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0359'AT DENVER.
 KK0359'AT DENVER, DENVER COUNTY, AT THE SOUTHWEST CORNER OF THE
 KK0359'INTERSECTION OF EAST COLFAX AVENUE AND GRANT STREET, AT THE
 KK0359'NORTHEAST ENTRANCE TO THE STATE CAPITOL GROUNDS, AT THE STONE
 KK0359'STEPS LEADING TO THE GROUNDS, IN THE TOP OF THE NORTH END OF
 KK0359'THE TOP STEP, AND LEVEL WITH THE GRANT STREET SIDEWALK.  A
 KK0359'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5275 AND
 KK0359'SURROUNDED BY THE WORDS AZIMUTH MARK CUT IN THE STONE.
 KK0359'NOTE-- THIS MARK WAS PREVIOUSLY PUBLISHED AND DESIGNATED AS
 KK0359'5275 (USGS) = V 1.
 KK0359
 KK0359                          STATION RECOVERY (2004)
 KK0359
 KK0359'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 KK0359'MARK RECOVERED IN GOOD CONDITION.
 KK0359
 KK0359                          STATION RECOVERY (2006)
 KK0359
 KK0359'RECOVERY NOTE BY US POWER SQUADRON 2006
 KK0359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0458 ***********************************************************************
 HJ0458  DESIGNATION -  5284
 HJ0458  PID         -  HJ0458
 HJ0458  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0458  USGS QUAD   -  PAINTED CANYON (1984)
 HJ0458
 HJ0458                         *CURRENT SURVEY CONTROL
 HJ0458  ___________________________________________________________________
 HJ0458* NAD 83(1986)-  37 19 49.     (N)    103 53 23.     (W)     SCALED    
 HJ0458* NAVD 88     -      1611.357  (meters)    5286.59   (feet)  ADJUSTED  
 HJ0458  ___________________________________________________________________
 HJ0458  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 HJ0458  DYNAMIC HT  -        1609.542 (meters)    5280.64  (feet)  COMP
 HJ0458  MODELED GRAV-     979,447.0   (mgal)                       NAVD 88
 HJ0458
 HJ0458  VERT ORDER  -  THIRD
 HJ0458
 HJ0458.The horizontal coordinates were scaled from a topographic map and have
 HJ0458.an estimated accuracy of +/- 6 seconds.
 HJ0458
 HJ0458.The orthometric height was determined by differential leveling
 HJ0458.and adjusted by the National Geodetic Survey in August 1995..
 HJ0458
 HJ0458.The geoid height was determined by GEOID03.
 HJ0458
 HJ0458.The dynamic height is computed by dividing the NAVD 88
 HJ0458.geopotential number by the normal gravity value computed on the
 HJ0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0458.degrees latitude (g = 980.6199 gals.).
 HJ0458
 HJ0458.The modeled gravity was interpolated from observed gravity values.
 HJ0458
 HJ0458;                    North         East    Units  Estimated Accuracy
 HJ0458;SPC CO S     -   379,680.    1,057,100.      MT  (+/- 180 meters Scaled)
 HJ0458
 HJ0458                          SUPERSEDED SURVEY CONTROL
 HJ0458
 HJ0458.No superseded survey control is available for this station.
 HJ0458
 HJ0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB983320(NAD 83)
 HJ0458_MARKER: Q = CHISELED SQUARE
 HJ0458_SETTING: 66 = SET IN ROCK OUTCROP
 HJ0458_SP_SET: BEDROCK
 HJ0458_MARK LOGO: NONE  
 HJ0458_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HJ0458_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HJ0458+STABILITY: POSITION/ELEVATION WELL
 HJ0458
 HJ0458  HISTORY     - Date     Condition        Report By
 HJ0458  HISTORY     - 1970     MONUMENTED       USGS
 HJ0458
 HJ0458                          STATION DESCRIPTION
 HJ0458
 HJ0458'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HJ0458'FROM THE JUNCTION OF COLORADO STATE HIGHWAY 389 AND U.S. HIGHWAY
 HJ0458'160, PROCEED 1.8 MILE (2.9 KM) EAST ALONG U.S. HIGHWAY 160 TO A
 HJ0458'CROSSROAD INTERSECTION, THENCE PROCEED 12.2 MILES (19.6 KM) NORTHWEST
 HJ0458'ALONG A COUNTY ROAD KNOWN AS PIPELINE ROAD, 45 FEET (13.7 M)
 HJ0458'SOUTHEAST AND 150 FEET (45.7 M) SOUTHWEST OF A T-ROAD EAST, A
 HJ0458'CHISELED SQUARE IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0425 ***********************************************************************
 LL0425  DESIGNATION -  5290
 LL0425  PID         -  LL0425
 LL0425  STATE/COUNTY-  CO/LARIMER
 LL0425  USGS QUAD   -  WELLINGTON (1978)
 LL0425
 LL0425                         *CURRENT SURVEY CONTROL
 LL0425  ___________________________________________________________________
 LL0425* NAD 83(1986)-  40 43 33.     (N)    105 04 24.     (W)     SCALED    
 LL0425* NAVD 88     -      1612.788  (meters)    5291.29   (feet)  ADJUSTED  
 LL0425  ___________________________________________________________________
 LL0425  GEOID HEIGHT-         -15.57  (meters)                     GEOID03
 LL0425  DYNAMIC HT  -        1611.432 (meters)    5286.84  (feet)  COMP
 LL0425  MODELED GRAV-     979,726.8   (mgal)                       NAVD 88
 LL0425
 LL0425  VERT ORDER  -  FIRST     CLASS II
 LL0425
 LL0425.The horizontal coordinates were scaled from a topographic map and have
 LL0425.an estimated accuracy of +/- 6 seconds.
 LL0425
 LL0425.The orthometric height was determined by differential leveling
 LL0425.and adjusted by the National Geodetic Survey in June 1991..
 LL0425
 LL0425.The geoid height was determined by GEOID03.
 LL0425
 LL0425.The dynamic height is computed by dividing the NAVD 88
 LL0425.geopotential number by the normal gravity value computed on the
 LL0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0425.degrees latitude (g = 980.6199 gals.).
 LL0425
 LL0425.The modeled gravity was interpolated from observed gravity values.
 LL0425
 LL0425;                    North         East    Units  Estimated Accuracy
 LL0425;SPC CO N     -   459,500.      950,450.      MT  (+/- 180 meters Scaled)
 LL0425
 LL0425                          SUPERSEDED SURVEY CONTROL
 LL0425
 LL0425  NGVD 29 (??/??/92) 1611.832  (m)         5288.15   (f) ADJ UNCH    1 2
 LL0425
 LL0425.Superseded values are not recommended for survey control.
 LL0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0425.See file dsdata.txt to determine how the superseded data were derived.
 LL0425
 LL0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF938083(NAD 83)
 LL0425_MARKER: P = PIPE CAP
 LL0425_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LL0425_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LL0425_STAMPING: 5290 DENVER
 LL0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0425
 LL0425  HISTORY     - Date     Condition        Report By
 LL0425  HISTORY     - UNK      MONUMENTED       USGS
 LL0425  HISTORY     - 1954     GOOD             NGS
 LL0425  HISTORY     - 1954     GOOD             NGS
 LL0425  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0425
 LL0425                          STATION DESCRIPTION
 LL0425
 LL0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LL0425'0.7 MI SE FROM WAVERLY.
 LL0425'0.7 MILE SOUTHEAST ALONG STATE HIGHWAY 253 FROM THE WAVERLY
 LL0425'SCHOOL AT WAVERLY, 260 FEET EAST OF THE CENTER OF A JUNCTION
 LL0425'WITH A GRAVELED ROAD LEADING WEST, 135 FEET SOUTHEAST OF THE
 LL0425'SOUTHEAST CORNER OF AN ABANDONED HOUSE, 1 FOOT SOUTH OF A FENCE
 LL0425'1.5 FEET WEST OF A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2
 LL0425'INCH IRON PIPE WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 LL0425
 LL0425                          STATION RECOVERY (1954)
 LL0425
 LL0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 LL0425'RECOVERED IN GOOD CONDITION.
 LL0425
 LL0425                          STATION RECOVERY (1984)
 LL0425
 LL0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0425'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0476 ***********************************************************************
 HJ0476  DESIGNATION -  5295
 HJ0476  PID         -  HJ0476
 HJ0476  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0476  USGS QUAD   -  ROCK CROSSING (1993)
 HJ0476
 HJ0476                         *CURRENT SURVEY CONTROL
 HJ0476  ___________________________________________________________________
 HJ0476* NAD 83(1986)-  37 29 39.     (N)    103 59 12.     (W)     SCALED    
 HJ0476* NAVD 88     -      1614.826  (meters)    5297.98   (feet)  ADJUSTED  
 HJ0476  ___________________________________________________________________
 HJ0476  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 HJ0476  DYNAMIC HT  -        1612.991 (meters)    5291.95  (feet)  COMP
 HJ0476  MODELED GRAV-     979,437.1   (mgal)                       NAVD 88
 HJ0476
 HJ0476  VERT ORDER  -  THIRD
 HJ0476
 HJ0476.The horizontal coordinates were scaled from a topographic map and have
 HJ0476.an estimated accuracy of +/- 6 seconds.
 HJ0476
 HJ0476.The orthometric height was determined by differential leveling
 HJ0476.and adjusted by the National Geodetic Survey in August 1995..
 HJ0476
 HJ0476.The geoid height was determined by GEOID03.
 HJ0476
 HJ0476.The dynamic height is computed by dividing the NAVD 88
 HJ0476.geopotential number by the normal gravity value computed on the
 HJ0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0476.degrees latitude (g = 980.6199 gals.).
 HJ0476
 HJ0476.The modeled gravity was interpolated from observed gravity values.
 HJ0476
 HJ0476;                    North         East    Units  Estimated Accuracy
 HJ0476;SPC CO S     -   397,720.    1,048,220.      MT  (+/- 180 meters Scaled)
 HJ0476
 HJ0476                          SUPERSEDED SURVEY CONTROL
 HJ0476
 HJ0476.No superseded survey control is available for this station.
 HJ0476
 HJ0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB895501(NAD 83)
 HJ0476_MARKER: I = METAL ROD
 HJ0476_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HJ0476+WITH SETTING: INFORMATION.
 HJ0476_SP_SET: METAL ROD DRIVEN INTO GROUND
 HJ0476_MARK LOGO: NONE  
 HJ0476_MAGNETIC: I = MARKER IS A STEEL ROD
 HJ0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HJ0476
 HJ0476  HISTORY     - Date     Condition        Report By
 HJ0476  HISTORY     - 1970     MONUMENTED       USGS
 HJ0476
 HJ0476                          STATION DESCRIPTION
 HJ0476
 HJ0476'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HJ0476'FROM HOUGHTON, PROCEED 7.3 MILES (11.7 KM) SOUTHEAST ALONG A COUNTY
 HJ0476'ROAD KNOWN AS PIPELINE ROAD, 45 FEET (13.7 M) SOUTHEAST OF A
 HJ0476'TELEPHONE POLE, 40 FEET (12.2 M) SOUTHWEST OF THE ROAD, TOP OF A
 HJ0476'COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1868 ***********************************************************************
 KK1868  DESIGNATION -  53
 KK1868  PID         -  KK1868
 KK1868  STATE/COUNTY-  CO/JEFFERSON
 KK1868  USGS QUAD   -  EVERGREEN (1994)
 KK1868
 KK1868                         *CURRENT SURVEY CONTROL
 KK1868  ___________________________________________________________________
 KK1868* NAD 83(1992)-  39 43 27.76168(N)    105 18 33.28215(W)     ADJUSTED  
 KK1868* NAVD 88     -      2429.8    (meters)    7972.     (feet)  VERTCON   
 KK1868  ___________________________________________________________________
 KK1868  LAPLACE CORR-         -17.89  (seconds)                    DEFLEC99
 KK1868  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 KK1868
 KK1868  HORZ ORDER  -  SECOND
 KK1868
 KK1868.The horizontal coordinates were established by classical geodetic methods
 KK1868.and adjusted by the National Geodetic Survey in January 1993..
 KK1868
 KK1868.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1868
 KK1868.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1868
 KK1868.The geoid height was determined by GEOID03.
 KK1868
 KK1868;                    North         East     Units Scale Factor Converg.
 KK1868;SPC CO C     -   514,744.402   930,756.340   MT  0.99999503   +0 07 13.1
 KK1868;SPC CO C     - 1,688,790.59  3,053,656.43   sFT  0.99999503   +0 07 13.1
 KK1868;UTM  13      - 4,397,212.339   473,497.088   MT  0.99960865   -0 11 51.5
 KK1868
 KK1868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1868!SPC CO C     -   0.99962124  x   0.99999503  =   0.99961627
 KK1868!UTM  13      -   0.99962124  x   0.99960865  =   0.99923004
 KK1868
 KK1868|---------------------------------------------------------------------|
 KK1868| PID    Reference Object                     Distance      Geod. Az  |
 KK1868|                                                           dddmmss.s |
 KK1868| CP7136 53 RM 1                              14.207 METERS 01402     |
 KK1868| CP7137 53 RM 2                              11.489 METERS 09056     |
 KK1868| KK1911 CENTENNIAL                          APPROX. 5.3 KM 3061915.2 |
 KK1868|---------------------------------------------------------------------|
 KK1868
 KK1868                          SUPERSEDED SURVEY CONTROL
 KK1868
 KK1868  NAD 83(1986)-  39 43 27.75860(N)    105 18 33.28119(W) AD(       ) 2
 KK1868  NAD 27      -  39 43 27.80147(N)    105 18 31.31262(W) AD(       ) 2
 KK1868  NGVD 29 (07/19/86) 2428.7    (m)         7968.     (f) VERT ANG       
 KK1868
 KK1868.Superseded values are not recommended for survey control.
 KK1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1868.See file dsdata.txt to determine how the superseded data were derived.
 KK1868
 KK1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7349797212(NAD 83)
 KK1868_MARKER: DD = SURVEY DISK
 KK1868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1868_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1868
 KK1868  HISTORY     - Date     Condition        Report By
 KK1868  HISTORY     - 1977     MONUMENTED       CO-059
 KK1868
 KK1868                          STATION DESCRIPTION
 KK1868
 KK1868'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1868'THE STATION IS LOCATED ATOP BALD MOUNTAIN 3/4 MILE NORTH OF
 KK1868'INTERSTATE HIGHWAY 70 IN THE GENESEE DENVER MOUNTAIN PARK AND
 KK1868'IN THE SOUTHWEST 1/4 OF SECTION 2, T 4 S, R 71 W.
 KK1868'
 KK1868'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 KK1868'70 AND US HIGHWAY 6 IN GOLDEN, GO WEST ON I-70 FOR 7 MILES TO
 KK1868'EXIT 57.  GO NORTH FROM THE INTERCHANGE 0.5 MILE TO A POINT
 KK1868'A FEW FEET SOUTH OF THE ENTRANCE TO MT VERNON COUNTRY CLUB.
 KK1868'TURN LEFT AND GO WEST 0.5 MILE TO A THREE WAY FORK.  BEAR RIGHT
 KK1868'THROUGH A WIRE GATE.  CONTINUE 1.0 MILE TO THE TOP OF BALD
 KK1868'MOUNTAIN.  THE STATION IS JUST NORTH OF THE SECTION FENCE IN
 KK1868'THE MIDDLE OF A CLEARING AT THE HIGHEST POINT.
 KK1868'
 KK1868'THE STATION MARK, STAMPED---53 JCMD 1977---, IS A 3-INCH BRONZE
 KK1868'DISK SET IN CONCRETE FLUSH WITH SURFACE LEVEL 2 FEET NORTH OF
 KK1868'THE HIGHEST POINT ON THE EAST-WEST SECTION FENCE.
 KK1868'
 KK1868'REFERENCE MARK 1, STAMPED---53 JCMD RM 1 1977---, IS A 3-INCH
 KK1868'BRONZE DISK SET IN CONCRETE FLUSH WITH SURFACE LEVEL, 48.5
 KK1868'FEET NORTH OF THE EAST-WEST SECTION FENCE AND THE HIGHEST
 KK1868'POINT.
 KK1868'
 KK1868'REFERENCE MARK 2, STAMPED---53 JCMD RM 2 1977---, IS A 3-INCH
 KK1868'BRONZE DISK SET IN CONCRETE FLUSH WITH SURFACE LEVEL, 2 FEET
 KK1868'NORTH OF THE EAST-WEST SECTION FENCE AND 38 FEET EAST OF ITS
 KK1868'HIGHEST POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0947 ***********************************************************************
 KK0947  DESIGNATION -  53 G
 KK0947  PID         -  KK0947
 KK0947  STATE/COUNTY-  CO/PARK
 KK0947  USGS QUAD   -  OBSERVATORY ROCK (1979)
 KK0947
 KK0947                         *CURRENT SURVEY CONTROL
 KK0947  ___________________________________________________________________
 KK0947* NAD 83(1986)-  39 15 50.     (N)    105 40 06.     (W)     SCALED    
 KK0947* NAVD 88     -      2738.139  (meters)    8983.38   (feet)  ADJUSTED  
 KK0947  ___________________________________________________________________
 KK0947  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 KK0947  DYNAMIC HT  -        2734.800 (meters)    8972.42  (feet)  COMP
 KK0947  MODELED GRAV-     979,307.8   (mgal)                       NAVD 88
 KK0947
 KK0947  VERT ORDER  -  SECOND    CLASS 0
 KK0947
 KK0947.The horizontal coordinates were scaled from a topographic map and have
 KK0947.an estimated accuracy of +/- 6 seconds.
 KK0947
 KK0947.The orthometric height was determined by differential leveling
 KK0947.and adjusted by the National Geodetic Survey in June 1991..
 KK0947
 KK0947.The geoid height was determined by GEOID03.
 KK0947
 KK0947.The dynamic height is computed by dividing the NAVD 88
 KK0947.geopotential number by the normal gravity value computed on the
 KK0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0947.degrees latitude (g = 980.6199 gals.).
 KK0947
 KK0947.The modeled gravity was interpolated from observed gravity values.
 KK0947
 KK0947;                    North         East    Units  Estimated Accuracy
 KK0947;SPC CO C     -   463,620.      899,880.      MT  (+/- 180 meters Scaled)
 KK0947
 KK0947                          SUPERSEDED SURVEY CONTROL
 KK0947
 KK0947  NGVD 29 (??/??/92) 2736.661  (m)         8978.53   (f) ADJ UNCH    2 0
 KK0947
 KK0947.Superseded values are not recommended for survey control.
 KK0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0947.See file dsdata.txt to determine how the superseded data were derived.
 KK0947
 KK0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD423462(NAD 83)
 KK0947_MARKER: DD = SURVEY DISK
 KK0947_SETTING: 66 = SET IN ROCK OUTCROP
 KK0947_SP_SET: ROCK LEDGE
 KK0947_STAMPING: 53 G 1930
 KK0947_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0947+STABILITY: POSITION/ELEVATION WELL
 KK0947
 KK0947  HISTORY     - Date     Condition        Report By
 KK0947  HISTORY     - 1930     MONUMENTED       USGS
 KK0947  HISTORY     - 1934     GOOD             NGS
 KK0947
 KK0947                          STATION DESCRIPTION
 KK0947
 KK0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KK0947'12.3 MI SE FROM JEFFERSON.
 KK0947'12.3 MILES SOUTHEAST ALONG STATE HIGHWAY 77 FROM THE GRAMMAR SCHOOL
 KK0947'AT JEFFERSON, PARK COUNTY, 0.3 MILE SOUTH OF THE JOHNSON RANCH,
 KK0947'DIRECTLY NORTHEAST OF A HORSESHOE BEND IN A CREEK, 33 FEET NORTHEAST
 KK0947'OF THE CENTERLINE OF THE HIGHWAY, 15 FEET SOUTHWEST OF A FENCE LINE,
 KK0947'AND IN THE TOP OF A ROCK LEDGE FLUSH WITH THE GROUND.  A UNITED
 KK0947'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 53 G 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0568 ***********************************************************************
 KL0568  DESIGNATION -  5302
 KL0568  PID         -  KL0568
 KL0568  STATE/COUNTY-  CO/GARFIELD
 KL0568  USGS QUAD   -  RIFLE (1982)
 KL0568
 KL0568                         *CURRENT SURVEY CONTROL
 KL0568  ___________________________________________________________________
 KL0568* NAD 83(1986)-  39 31 43.     (N)    107 46 56.     (W)     SCALED    
 KL0568* NAVD 88     -      1616.683  (meters)    5304.07   (feet)  ADJUSTED  
 KL0568  ___________________________________________________________________
 KL0568  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 KL0568  DYNAMIC HT  -        1615.032 (meters)    5298.65  (feet)  COMP
 KL0568  MODELED GRAV-     979,550.2   (mgal)                       NAVD 88
 KL0568
 KL0568  VERT ORDER  -  SECOND    CLASS 0
 KL0568
 KL0568.The horizontal coordinates were scaled from a topographic map and have
 KL0568.an estimated accuracy of +/- 6 seconds.
 KL0568
 KL0568.The orthometric height was determined by differential leveling
 KL0568.and adjusted by the National Geodetic Survey in June 1991..
 KL0568
 KL0568.The geoid height was determined by GEOID03.
 KL0568
 KL0568.The dynamic height is computed by dividing the NAVD 88
 KL0568.geopotential number by the normal gravity value computed on the
 KL0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0568.degrees latitude (g = 980.6199 gals.).
 KL0568
 KL0568.The modeled gravity was interpolated from observed gravity values.
 KL0568
 KL0568;                    North         East    Units  Estimated Accuracy
 KL0568;SPC CO C     -   495,460.      718,210.      MT  (+/- 180 meters Scaled)
 KL0568
 KL0568                          SUPERSEDED SURVEY CONTROL
 KL0568
 KL0568  NGVD 29 (??/??/92) 1615.506  (m)         5300.21   (f) ADJ UNCH    2 0
 KL0568
 KL0568.Superseded values are not recommended for survey control.
 KL0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0568.See file dsdata.txt to determine how the superseded data were derived.
 KL0568
 KL0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD608791(NAD 83)
 KL0568_MARKER: DD = SURVEY DISK
 KL0568_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KL0568_SP_SET: MAN HOLE
 KL0568_STAMPING: 5302
 KL0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0568
 KL0568  HISTORY     - Date     Condition        Report By
 KL0568  HISTORY     - UNK      MONUMENTED       USGS
 KL0568  HISTORY     - 1934     GOOD             USGS
 KL0568
 KL0568                          STATION DESCRIPTION
 KL0568
 KL0568'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 KL0568'IN RIFLE.
 KL0568'35 FEET NORTH OF THE WEST END OF THE DENVER AND RIO GRANDE WESTERN
 KL0568'RAILROAD STATION, AND IN THE TOP OF A CONCRETE MANHOLE AT THE MARGIN
 KL0568'OF THE HIGHWAY.  A U.S. GEOLOGICAL SURVEY DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0411 ***********************************************************************
 LL0411  DESIGNATION -  5303
 LL0411  PID         -  LL0411
 LL0411  STATE/COUNTY-  CO/LARIMER
 LL0411  USGS QUAD   -  HORSETOOTH RESERVOIR (1962)
 LL0411
 LL0411                         *CURRENT SURVEY CONTROL
 LL0411  ___________________________________________________________________
 LL0411* NAD 83(1986)-  40 35 07.     (N)    105 10 03.     (W)     SCALED    
 LL0411* NAVD 88     -      1616.859  (meters)    5304.64   (feet)  ADJUSTED  
 LL0411  ___________________________________________________________________
 LL0411  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 LL0411  DYNAMIC HT  -        1615.486 (meters)    5300.14  (feet)  COMP
 LL0411  MODELED GRAV-     979,718.6   (mgal)                       NAVD 88
 LL0411
 LL0411  VERT ORDER  -  SECOND    CLASS 0
 LL0411
 LL0411.The horizontal coordinates were scaled from a topographic map and have
 LL0411.an estimated accuracy of +/- 6 seconds.
 LL0411
 LL0411.The orthometric height was determined by differential leveling
 LL0411.and adjusted by the National Geodetic Survey in June 1991..
 LL0411
 LL0411.The geoid height was determined by GEOID03.
 LL0411
 LL0411.The dynamic height is computed by dividing the NAVD 88
 LL0411.geopotential number by the normal gravity value computed on the
 LL0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0411.degrees latitude (g = 980.6199 gals.).
 LL0411
 LL0411.The modeled gravity was interpolated from observed gravity values.
 LL0411
 LL0411;                    North         East    Units  Estimated Accuracy
 LL0411;SPC CO N     -   443,860.      942,550.      MT  (+/- 180 meters Scaled)
 LL0411
 LL0411                          SUPERSEDED SURVEY CONTROL
 LL0411
 LL0411  NGVD 29 (??/??/92) 1615.888  (m)         5301.46   (f) ADJ UNCH    2 0
 LL0411
 LL0411.Superseded values are not recommended for survey control.
 LL0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0411.See file dsdata.txt to determine how the superseded data were derived.
 LL0411
 LL0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE858927(NAD 83)
 LL0411_MARKER: DD = SURVEY DISK
 LL0411_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LL0411_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LL0411_STAMPING: 5305 DENV
 LL0411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0411
 LL0411  HISTORY     - Date     Condition        Report By
 LL0411  HISTORY     - UNK      MONUMENTED       USGS
 LL0411  HISTORY     - 1939     GOOD             NGS
 LL0411
 LL0411                          STATION DESCRIPTION
 LL0411
 LL0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 LL0411'5 MI W FROM BELLEVUE.
 LL0411'5.0 MILES WEST ALONG LA PORT AVENUE AND SOLIDER CANYON ROAD FROM
 LL0411'THE POST OFFICE AT FORT COLLINS, LARIMER COUNTY, THENCE 0.4 MILE
 LL0411'SOUTH ALONG MASONVILLE ROAD, 3.7 MILES SOUTH OF BELLEVUE, SEC
 LL0411'7, T. 7 N., R. 69 W., 150 FEET SOUTH OF A BRIDGE OVER A SMALL
 LL0411'GULLY, 15 FEET EAST OF THE EAST SHOULDER OF THE ROAD, AND 1 FOOT
 LL0411'HIGHER THAN THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 LL0411'CAP, STAMPED 5305 DENV AND RIVETED ON THE TOP OF A 3-1/2 INCH
 LL0411'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0162 ***********************************************************************
 JM0162  DESIGNATION -  5311
 JM0162  PID         -  JM0162
 JM0162  STATE/COUNTY-  CO/MONTROSE
 JM0162  USGS QUAD   -  PARADOX (1994)
 JM0162
 JM0162                         *CURRENT SURVEY CONTROL
 JM0162  ___________________________________________________________________
 JM0162* NAD 83(1986)-  38 22 06.     (N)    108 57 59.     (W)     SCALED    
 JM0162* NAVD 88     -      1619.466  (meters)    5313.20   (feet)  ADJUSTED  
 JM0162  ___________________________________________________________________
 JM0162  GEOID HEIGHT-         -18.67  (meters)                     GEOID03
 JM0162  DYNAMIC HT  -        1617.666 (meters)    5307.29  (feet)  COMP
 JM0162  MODELED GRAV-     979,461.3   (mgal)                       NAVD 88
 JM0162
 JM0162  VERT ORDER  -  SECOND    CLASS 0
 JM0162
 JM0162.The horizontal coordinates were scaled from a topographic map and have
 JM0162.an estimated accuracy of +/- 6 seconds.
 JM0162
 JM0162.The orthometric height was determined by differential leveling
 JM0162.and adjusted by the National Geodetic Survey in June 1991..
 JM0162
 JM0162.The geoid height was determined by GEOID03.
 JM0162
 JM0162.The dynamic height is computed by dividing the NAVD 88
 JM0162.geopotential number by the normal gravity value computed on the
 JM0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0162.degrees latitude (g = 980.6199 gals.).
 JM0162
 JM0162.The modeled gravity was interpolated from observed gravity values.
 JM0162
 JM0162;                    North         East    Units  Estimated Accuracy
 JM0162;SPC CO S     -   499,280.      611,540.      MT  (+/- 180 meters Scaled)
 JM0162
 JM0162                          SUPERSEDED SURVEY CONTROL
 JM0162
 JM0162  NGVD 29 (??/??/92) 1618.318  (m)         5309.43   (f) ADJ UNCH    2 0
 JM0162
 JM0162.Superseded values are not recommended for survey control.
 JM0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0162.See file dsdata.txt to determine how the superseded data were derived.
 JM0162
 JM0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH776486(NAD 83)
 JM0162_MARKER: DB = BENCH MARK DISK
 JM0162_SETTING: 80 = SET IN A BOULDER
 JM0162_SP_SET: BOULDER
 JM0162_STAMPING: 5311
 JM0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0162+STABILITY: SURFACE MOTION
 JM0162
 JM0162  HISTORY     - Date     Condition        Report By
 JM0162  HISTORY     - UNK      MONUMENTED       USGS
 JM0162  HISTORY     - 1934     GOOD             NGS
 JM0162
 JM0162                          STATION DESCRIPTION
 JM0162
 JM0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JM0162'IN PARADOX.
 JM0162'600 FEET WEST OF CENTERLINE OF STATE HWY. 90, FROM RIGHT ANGLE TURN IN
 JM0162'FRONT OF PARADOX POST OFFICE.  600 FEET WEST OF PARADOX POST OFFICE
 JM0162'AND PARADOX MERC.  60 FEET EAST OF AN ABANDONED STORE.  6 FEET NORTH
 JM0162'OF TELEPHONE POLE NO. 1857.  BRONZE TABLET SET HORIZONTAL IN TOP OF
 JM0162'SANDSTONE BOULDER, 5 FT. WIDE, 2 FT. LONG, 2 FT. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0586 ***********************************************************************
 LL0586  DESIGNATION -  5317
 LL0586  PID         -  LL0586
 LL0586  STATE/COUNTY-  CO/LARIMER
 LL0586  USGS QUAD   -  MASONVILLE (1984)
 LL0586
 LL0586                         *CURRENT SURVEY CONTROL
 LL0586  ___________________________________________________________________
 LL0586* NAD 83(1986)-  40 28 48.     (N)    105 12 54.     (W)     SCALED    
 LL0586* NAVD 88     -      1621.025  (meters)    5318.31   (feet)  ADJUSTED  
 LL0586  ___________________________________________________________________
 LL0586  GEOID HEIGHT-         -15.00  (meters)                     GEOID03
 LL0586  DYNAMIC HT  -        1619.611 (meters)    5313.67  (feet)  COMP
 LL0586  MODELED GRAV-     979,696.0   (mgal)                       NAVD 88
 LL0586
 LL0586  VERT ORDER  -  SECOND    CLASS 0
 LL0586
 LL0586.The horizontal coordinates were scaled from a topographic map and have
 LL0586.an estimated accuracy of +/- 6 seconds.
 LL0586
 LL0586.The orthometric height was determined by differential leveling
 LL0586.and adjusted by the National Geodetic Survey in June 1991..
 LL0586
 LL0586.The geoid height was determined by GEOID03.
 LL0586
 LL0586.The dynamic height is computed by dividing the NAVD 88
 LL0586.geopotential number by the normal gravity value computed on the
 LL0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0586.degrees latitude (g = 980.6199 gals.).
 LL0586
 LL0586.The modeled gravity was interpolated from observed gravity values.
 LL0586
 LL0586;                    North         East    Units  Estimated Accuracy
 LL0586;SPC CO N     -   432,160.      938,570.      MT  (+/- 180 meters Scaled)
 LL0586
 LL0586                          SUPERSEDED SURVEY CONTROL
 LL0586
 LL0586  NGVD 29 (??/??/92) 1620.022  (m)         5315.02   (f) ADJ UNCH    2 0
 LL0586
 LL0586.Superseded values are not recommended for survey control.
 LL0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0586.See file dsdata.txt to determine how the superseded data were derived.
 LL0586
 LL0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE817810(NAD 83)
 LL0586_MARKER: DD = SURVEY DISK
 LL0586_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LL0586_SP_SET: LARGE ROCK
 LL0586_STAMPING: 5317 DENV
 LL0586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0586
 LL0586  HISTORY     - Date     Condition        Report By
 LL0586  HISTORY     - UNK      MONUMENTED       USGS
 LL0586  HISTORY     - 1939     GOOD             NGS
 LL0586  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0586
 LL0586                          STATION DESCRIPTION
 LL0586
 LL0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 LL0586'11.9 MI NW FROM LOVELAND.
 LL0586'11.9 MILES WEST AND NORTH ALONG U.S. HIGHWAY 34 AND BUCKHORN ROAD
 LL0586'FROM THE POST OFFICE AT LOVELAND, LARIMER COUNTY, 0.6 MILE SOUTHWEST
 LL0586'OF MASONVILLE STORE, 200 FEET SOUTHWEST ACROSS A SMALL CREEK FROM
 LL0586'MASONVILLE SCHOOL (DISTRICT NUMBER 51), 5 FEET NORTH OF THE NORTH
 LL0586'SHOULDER OF THE ROAD, IN THE TOP OF A LARGE ROCK, AND 1.5 FEET HIGHER
 LL0586'THAN THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 LL0586'STAMPED 5317 DENV.
 LL0586
 LL0586                          STATION RECOVERY (1984)
 LL0586
 LL0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0306 ***********************************************************************
 LL0306  DESIGNATION -  5320
 LL0306  PID         -  LL0306
 LL0306  STATE/COUNTY-  CO/WELD
 LL0306  USGS QUAD   -  NUNN (1975)
 LL0306
 LL0306                         *CURRENT SURVEY CONTROL
 LL0306  ___________________________________________________________________
 LL0306* NAD 83(1986)-  40 44 56.     (N)    104 47 49.     (W)     SCALED    
 LL0306* NAVD 88     -      1622.092  (meters)    5321.81   (feet)  ADJUSTED  
 LL0306  ___________________________________________________________________
 LL0306  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 LL0306  DYNAMIC HT  -        1620.720 (meters)    5317.31  (feet)  COMP
 LL0306  MODELED GRAV-     979,721.6   (mgal)                       NAVD 88
 LL0306
 LL0306  VERT ORDER  -  FIRST     CLASS II
 LL0306
 LL0306.The horizontal coordinates were scaled from a topographic map and have
 LL0306.an estimated accuracy of +/- 6 seconds.
 LL0306
 LL0306.The orthometric height was determined by differential leveling
 LL0306.and adjusted by the National Geodetic Survey in June 1991..
 LL0306
 LL0306.The geoid height was determined by GEOID03.
 LL0306
 LL0306.The dynamic height is computed by dividing the NAVD 88
 LL0306.geopotential number by the normal gravity value computed on the
 LL0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0306.degrees latitude (g = 980.6199 gals.).
 LL0306
 LL0306.The modeled gravity was interpolated from observed gravity values.
 LL0306
 LL0306;                    North         East    Units  Estimated Accuracy
 LL0306;SPC CO N     -   462,210.      973,780.      MT  (+/- 180 meters Scaled)
 LL0306
 LL0306                          SUPERSEDED SURVEY CONTROL
 LL0306
 LL0306  NGVD 29 (??/??/92) 1621.148  (m)         5318.72   (f) ADJ UNCH    1 2
 LL0306
 LL0306.Superseded values are not recommended for survey control.
 LL0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0306.See file dsdata.txt to determine how the superseded data were derived.
 LL0306
 LL0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF171109(NAD 83)
 LL0306_MARKER: DD = SURVEY DISK
 LL0306_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LL0306_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LL0306_STAMPING: 5320 DENVER 1908
 LL0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0306
 LL0306  HISTORY     - Date     Condition        Report By
 LL0306  HISTORY     - 1908     MONUMENTED       USGS
 LL0306  HISTORY     - 1956     GOOD             NGS
 LL0306  HISTORY     - 1983     MARK NOT FOUND   NGS
 LL0306
 LL0306                          STATION DESCRIPTION
 LL0306
 LL0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0306'3 MI NW FROM NUNN.
 LL0306'3.05 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL0306'STATION AT NUNN, 46.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 6.8
 LL0306'FEET SOUTHWEST OF A ROW OF TELEPHONE POLES, 0.8 FOOT NORTHEAST
 LL0306'OF A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE
 LL0306'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, IN SECTION 17, TOWNSHIP
 LL0306'9 NORTH, RANGE 66 WEST, 65 FEET SOUTHEAST OF MILEPOST 75.
 LL0306
 LL0306                          STATION RECOVERY (1983)
 LL0306
 LL0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0306'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0408 ***********************************************************************
 LL0408  DESIGNATION -  5322
 LL0408  PID         -  LL0408
 LL0408  STATE/COUNTY-  CO/LARIMER
 LL0408  USGS QUAD   -  HORSETOOTH RESERVOIR (1962)
 LL0408
 LL0408                         *CURRENT SURVEY CONTROL
 LL0408  ___________________________________________________________________
 LL0408* NAD 83(1986)-  40 32 46.     (N)    105 09 14.     (W)     SCALED    
 LL0408* NAVD 88     -      1622.634  (meters)    5323.59   (feet)  ADJUSTED  
 LL0408  ___________________________________________________________________
 LL0408  GEOID HEIGHT-         -15.34  (meters)                     GEOID03
 LL0408  DYNAMIC HT  -        1621.243 (meters)    5319.03  (feet)  COMP
 LL0408  MODELED GRAV-     979,710.3   (mgal)                       NAVD 88
 LL0408
 LL0408  VERT ORDER  -  SECOND    CLASS 0
 LL0408
 LL0408.The horizontal coordinates were scaled from a topographic map and have
 LL0408.an estimated accuracy of +/- 6 seconds.
 LL0408
 LL0408.The orthometric height was determined by differential leveling
 LL0408.and adjusted by the National Geodetic Survey in June 1991..
 LL0408
 LL0408.The geoid height was determined by GEOID03.
 LL0408
 LL0408.The dynamic height is computed by dividing the NAVD 88
 LL0408.geopotential number by the normal gravity value computed on the
 LL0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0408.degrees latitude (g = 980.6199 gals.).
 LL0408
 LL0408.The modeled gravity was interpolated from observed gravity values.
 LL0408
 LL0408;                    North         East    Units  Estimated Accuracy
 LL0408;SPC CO N     -   439,520.      943,720.      MT  (+/- 180 meters Scaled)
 LL0408
 LL0408                          SUPERSEDED SURVEY CONTROL
 LL0408
 LL0408  NGVD 29 (??/??/92) 1621.654  (m)         5320.38   (f) ADJ UNCH    2 0
 LL0408
 LL0408.Superseded values are not recommended for survey control.
 LL0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0408.See file dsdata.txt to determine how the superseded data were derived.
 LL0408
 LL0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE869883(NAD 83)
 LL0408_MARKER: DD = SURVEY DISK
 LL0408_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LL0408_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LL0408_STAMPING: 5322 DENV
 LL0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0408
 LL0408  HISTORY     - Date     Condition        Report By
 LL0408  HISTORY     - UNK      MONUMENTED       USGS
 LL0408  HISTORY     - 1939     GOOD             NGS
 LL0408  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0408
 LL0408                          STATION DESCRIPTION
 LL0408
 LL0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 LL0408'8.7 MI SW FROM FORT COLLINS.
 LL0408'5.0 MILES WEST ALONG LA PORT AVENUE AND SOLDIER CANYON ROAD FROM
 LL0408'THE POST OFFICE AT FORT COLLINS, LARIMER COUNTY, THENCE 3.2 MILES
 LL0408'SOUTH ALONG MASONVILLE ROAD, 0.5 MILE SOUTH OF THE INTERSECTION
 LL0408'OF DIXON CANYON ROAD, 0.2 MILE SOUTH OF A GULLY LEADING INTO
 LL0408'DIXON CANYON, BETWEEN SECS. 29 AND 30, T. 7 N. 69 W., 12 FEET EAST
 LL0408'OF THE EAST SHOULDER OF THE ROAD, UNDER THE RIGHT-OF-WAY FENCE,
 LL0408'AND LEVEL WITH THE ROAD. A UNITED STATES GEOLOGICAL SURVEY
 LL0408'STANDARD CAP, STAMPED 5322 DENV AND RIVETED ON THE TOP OF A
 LL0408'3-1/2-INCH IRON PIPE.
 LL0408
 LL0408                          STATION RECOVERY (1984)
 LL0408
 LL0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0605 ***********************************************************************
 HK0605  DESIGNATION -  5324
 HK0605  PID         -  HK0605
 HK0605  STATE/COUNTY-  CO/LAS ANIMAS
 HK0605  USGS QUAD   -  THATCHER (1993)
 HK0605
 HK0605                         *CURRENT SURVEY CONTROL
 HK0605  ___________________________________________________________________
 HK0605* NAD 83(1986)-  37 33 41.     (N)    104 01 31.     (W)     SCALED    
 HK0605* NAVD 88     -      1623.759  (meters)    5327.28   (feet)  ADJUSTED  
 HK0605  ___________________________________________________________________
 HK0605  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 HK0605  DYNAMIC HT  -        1621.908 (meters)    5321.21  (feet)  COMP
 HK0605  MODELED GRAV-     979,433.5   (mgal)                       NAVD 88
 HK0605
 HK0605  VERT ORDER  -  THIRD
 HK0605
 HK0605.The horizontal coordinates were scaled from a topographic map and have
 HK0605.an estimated accuracy of +/- 6 seconds.
 HK0605
 HK0605.The orthometric height was determined by differential leveling
 HK0605.and adjusted by the National Geodetic Survey in August 1995..
 HK0605
 HK0605.The geoid height was determined by GEOID03.
 HK0605
 HK0605.The dynamic height is computed by dividing the NAVD 88
 HK0605.geopotential number by the normal gravity value computed on the
 HK0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0605.degrees latitude (g = 980.6199 gals.).
 HK0605
 HK0605.The modeled gravity was interpolated from observed gravity values.
 HK0605
 HK0605;                    North         East    Units  Estimated Accuracy
 HK0605;SPC CO S     -   405,130.    1,044,690.      MT  (+/- 180 meters Scaled)
 HK0605
 HK0605                          SUPERSEDED SURVEY CONTROL
 HK0605
 HK0605.No superseded survey control is available for this station.
 HK0605
 HK0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB860575(NAD 83)
 HK0605_MARKER: I = METAL ROD
 HK0605_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HK0605+WITH SETTING: INFORMATION.
 HK0605_SP_SET: METAL ROD DRIVEN INTO GROUND
 HK0605_MARK LOGO: NONE  
 HK0605_MAGNETIC: I = MARKER IS A STEEL ROD
 HK0605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0605
 HK0605  HISTORY     - Date     Condition        Report By
 HK0605  HISTORY     - 1970     MONUMENTED       USGS
 HK0605
 HK0605                          STATION DESCRIPTION
 HK0605
 HK0605'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HK0605'FROM HOUGHTON, PROCEED 2.0 MILES (3.2 KM) SOUTHEAST ALONG A COUNTY
 HK0605'ROAD KNOWN AS PIPELINE ROAD, 58 FEET (17.7 M) SOUTHWEST OF THE ROAD,
 HK0605'25 FEET (7.6 M) SOUTH OF A POWER POLE, TOP OF A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0417 ***********************************************************************
 JJ0417  DESIGNATION -  533
 JJ0417  PID         -  JJ0417
 JJ0417  STATE/COUNTY-  CO/BENT
 JJ0417  USGS QUAD   -  LAS ANIMAS (1979)
 JJ0417
 JJ0417                         *CURRENT SURVEY CONTROL
 JJ0417  ___________________________________________________________________
 JJ0417* NAD 83(1986)-  38 03 43.     (N)    103 09 56.     (W)     SCALED    
 JJ0417* NAVD 88     -      1179.997  (meters)    3871.37   (feet)  POSTED    
 JJ0417  ___________________________________________________________________
 JJ0417  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 JJ0417  DYNAMIC HT  -        1178.840 (meters)    3867.58  (feet)  COMP
 JJ0417  MODELED GRAV-     979,606.0   (mgal)                       NAVD 88
 JJ0417
 JJ0417  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JJ0417
 JJ0417.The horizontal coordinates were scaled from a topographic map and have
 JJ0417.an estimated accuracy of +/- 6 seconds.
 JJ0417
 JJ0417.The orthometric height was determined by differential leveling
 JJ0417.and adjusted by the National Geodetic Survey in 1992..
 JJ0417.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JJ0417.rate of 2.1 thru 3.0 mm/km.
 JJ0417
 JJ0417.The geoid height was determined by GEOID03.
 JJ0417
 JJ0417.The dynamic height is computed by dividing the NAVD 88
 JJ0417.geopotential number by the normal gravity value computed on the
 JJ0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0417.degrees latitude (g = 980.6199 gals.).
 JJ0417
 JJ0417.The modeled gravity was interpolated from observed gravity values.
 JJ0417
 JJ0417;                    North         East    Units  Estimated Accuracy
 JJ0417;SPC CO S     -   462,220.    1,119,240.      MT  (+/- 180 meters Scaled)
 JJ0417
 JJ0417                          SUPERSEDED SURVEY CONTROL
 JJ0417
 JJ0417  NGVD 29 (??/??/92) 1179.373  (m)         3869.33   (f) ADJ UNCH    1 2
 JJ0417
 JJ0417.Superseded values are not recommended for survey control.
 JJ0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0417.See file dsdata.txt to determine how the superseded data were derived.
 JJ0417
 JJ0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC609142(NAD 83)
 JJ0417_MARKER: B = BOLT
 JJ0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0417+STABILITY: SURFACE MOTION
 JJ0417
 JJ0417  HISTORY     - Date     Condition        Report By
 JJ0417  HISTORY     - UNK      MONUMENTED       ATSFRR
 JJ0417  HISTORY     - 1934     GOOD             NGS
 JJ0417  HISTORY     - 1941     GOOD             NGS
 JJ0417  HISTORY     - 1985     MARK NOT FOUND   NGS
 JJ0417
 JJ0417                          STATION DESCRIPTION
 JJ0417
 JJ0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JJ0417'3 MI E FROM LAS ANIMAS.
 JJ0417'3.0 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JJ0417'FROM THE STATION AT LAS ANIMAS, 108 FEET SOUTHEAST OF MILEPOST 533,
 JJ0417'75 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 48 FEET SOUTH OF THE
 JJ0417'CENTERLINE OF THE OLD GRADE, 27 FEET EAST OF AN IRON RIGHT-OF-WAY
 JJ0417'MARKER POST, 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 7
 JJ0417'FEET LOWER THAN THE TRACK.  AN IRON BOLT, SET IN THE TOP OF A
 JJ0417'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 JJ0417
 JJ0417                          STATION RECOVERY (1941)
 JJ0417
 JJ0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 JJ0417'RECOVERED IN GOOD CONDITION.
 JJ0417
 JJ0417                          STATION RECOVERY (1985)
 JJ0417
 JJ0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0417'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0201 ***********************************************************************
 JK0201  DESIGNATION -  5330
 JK0201  PID         -  JK0201
 JK0201  STATE/COUNTY-  CO/EL PASO
 JK0201  USGS QUAD   -  BUTTES (1994)
 JK0201
 JK0201                         *CURRENT SURVEY CONTROL
 JK0201  ___________________________________________________________________
 JK0201* NAD 83(1986)-  38 35 10.     (N)    104 39 58.     (W)     SCALED    
 JK0201* NAVD 88     -      1625.055  (meters)    5331.53   (feet)  ADJUSTED  
 JK0201  ___________________________________________________________________
 JK0201  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 JK0201  DYNAMIC HT  -        1623.328 (meters)    5325.87  (feet)  COMP
 JK0201  MODELED GRAV-     979,509.0   (mgal)                       NAVD 88
 JK0201
 JK0201  VERT ORDER  -  FIRST     CLASS II
 JK0201
 JK0201.The horizontal coordinates were scaled from a topographic map and have
 JK0201.an estimated accuracy of +/- 6 seconds.
 JK0201
 JK0201.The orthometric height was determined by differential leveling
 JK0201.and adjusted by the National Geodetic Survey in June 1991..
 JK0201
 JK0201.The geoid height was determined by GEOID03.
 JK0201
 JK0201.The dynamic height is computed by dividing the NAVD 88
 JK0201.geopotential number by the normal gravity value computed on the
 JK0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0201.degrees latitude (g = 980.6199 gals.).
 JK0201
 JK0201.The modeled gravity was interpolated from observed gravity values.
 JK0201
 JK0201;                    North         East    Units  Estimated Accuracy
 JK0201;SPC CO C     -   388,700.      987,060.      MT  (+/- 180 meters Scaled)
 JK0201
 JK0201                          SUPERSEDED SURVEY CONTROL
 JK0201
 JK0201  NGVD 29 (??/??/92) 1624.083  (m)         5328.35   (f) ADJ UNCH    1 2
 JK0201
 JK0201.Superseded values are not recommended for survey control.
 JK0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0201.See file dsdata.txt to determine how the superseded data were derived.
 JK0201
 JK0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC290709(NAD 83)
 JK0201_MARKER: P = PIPE CAP
 JK0201_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JK0201_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JK0201_STAMPING: 5328.467
 JK0201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK0201
 JK0201  HISTORY     - Date     Condition        Report By
 JK0201  HISTORY     - UNK      MONUMENTED       USGS
 JK0201  HISTORY     - 1954     GOOD             NGS
 JK0201  HISTORY     - 1983     MARK NOT FOUND   NGS
 JK0201
 JK0201                          STATION DESCRIPTION
 JK0201
 JK0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JK0201'7.2 MI SE FROM FOUNTAIN.
 JK0201'7.2 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0201'FROM THE STATION AT FOUNTAIN, 0.2 MILE NORTHWEST OF THE STATION
 JK0201'SIGN AT LOWER BUTTES, 78 FEET SOUTH OF THE CENTER OF A CATTLE GUARD,
 JK0201'48 FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD CROSSING, 48
 JK0201'FEET NORTH OF THE NORTH END OF A SPUR TRACK LEADING TO THE ATCHISON,
 JK0201'TOPEKA AND SANTA FE RAILROAD, 4 FEET EAST OF A FENCE, 4 FEET EAST
 JK0201'OF A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE
 JK0201'WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 JK0201
 JK0201                          STATION RECOVERY (1983)
 JK0201
 JK0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JK0201'THERE HAS BEEN HEAVY CONSTRUCTION IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1451 ***********************************************************************
 KK1451  DESIGNATION -  5332.90
 KK1451  PID         -  KK1451
 KK1451  STATE/COUNTY-  CO/JEFFERSON
 KK1451  USGS QUAD   -  ARVADA (1994)
 KK1451
 KK1451                         *CURRENT SURVEY CONTROL
 KK1451  ___________________________________________________________________
 KK1451* NAD 83(1986)-  39 47 11.     (N)    105 04 52.     (W)     SCALED    
 KK1451* NAVD 88     -      1626.144  (meters)    5335.11   (feet)  ADJUSTED  
 KK1451  ___________________________________________________________________
 KK1451  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 KK1451  DYNAMIC HT  -        1624.581 (meters)    5329.98  (feet)  COMP
 KK1451  MODELED GRAV-     979,608.0   (mgal)                       NAVD 88
 KK1451
 KK1451  VERT ORDER  -  FIRST     CLASS II
 KK1451
 KK1451.The horizontal coordinates were scaled from a topographic map and have
 KK1451.an estimated accuracy of +/- 6 seconds.
 KK1451
 KK1451.The orthometric height was determined by differential leveling
 KK1451.and adjusted by the National Geodetic Survey in June 1991..
 KK1451
 KK1451.The geoid height was determined by GEOID03.
 KK1451
 KK1451.The dynamic height is computed by dividing the NAVD 88
 KK1451.geopotential number by the normal gravity value computed on the
 KK1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1451.degrees latitude (g = 980.6199 gals.).
 KK1451
 KK1451.The modeled gravity was interpolated from observed gravity values.
 KK1451
 KK1451;                    North         East    Units  Estimated Accuracy
 KK1451;SPC CO C     -   521,700.      950,280.      MT  (+/- 180 meters Scaled)
 KK1451
 KK1451                          SUPERSEDED SURVEY CONTROL
 KK1451
 KK1451  NGVD 29 (??/??/??) 1625.224  (m)         5332.09   (f) ADJUSTED    1 2
 KK1451
 KK1451.Superseded values are not recommended for survey control.
 KK1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1451.See file dsdata.txt to determine how the superseded data were derived.
 KK1451
 KK1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE930040(NAD 83)
 KK1451_MARKER: DB = BENCH MARK DISK
 KK1451_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK1451_SP_SET: BRIDGE DECK
 KK1451_STAMPING: 5332.90
 KK1451_MARK LOGO: CODH  
 KK1451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1451+STABILITY: SURFACE MOTION
 KK1451
 KK1451  HISTORY     - Date     Condition        Report By
 KK1451  HISTORY     - UNK      MONUMENTED       CODH
 KK1451  HISTORY     - 1984     GOOD             NGS
 KK1451
 KK1451                          STATION DESCRIPTION
 KK1451
 KK1451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1451'IN ARVADA.
 KK1451'IN ARVADA, AT THE INTERSECTION OF INTERSTATE HIGHWAY 70 AND WADSWORTH
 KK1451'BOULEVARD, IN TOP OF THE NORTHEAST END OF THE DECK OF THE HIGHWAY
 KK1451'BRIDGE OVERPASS OVER THE BOULEVARD, 8.9 METERS (29.2 FT) NORTH OF THE
 KK1451'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, AND 1.5 METERS
 KK1451'(4.9 FT) WEST OF THE EAST END OF THE BRIDGE.  NOTE=THIS BRIDGE IS A
 KK1451'ONE PIECE CONSTRUCTION TYPE RESTING DIRECTLY ON THE PIERS.
 KK1451'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0333 ***********************************************************************
 KK0333  DESIGNATION -  5333
 KK0333  PID         -  KK0333
 KK0333  STATE/COUNTY-  CO/ADAMS
 KK0333  USGS QUAD   -  MONTBELLO (1994)
 KK0333
 KK0333                         *CURRENT SURVEY CONTROL
 KK0333  ___________________________________________________________________
 KK0333* NAD 83(1986)-  39 45 53.     (N)    104 49 42.     (W)     SCALED    
 KK0333* NAVD 88     -      1627.113  (meters)    5338.29   (feet)  POSTED    
 KK0333  ___________________________________________________________________
 KK0333  GEOID HEIGHT-         -17.63  (meters)                     GEOID03
 KK0333  DYNAMIC HT  -        1625.560 (meters)    5333.19  (feet)  COMP
 KK0333  MODELED GRAV-     979,618.0   (mgal)                       NAVD 88
 KK0333
 KK0333  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0333
 KK0333.The horizontal coordinates were scaled from a topographic map and have
 KK0333.an estimated accuracy of +/- 6 seconds.
 KK0333
 KK0333.The orthometric height was determined by differential leveling
 KK0333.and adjusted by the National Geodetic Survey in 1992..
 KK0333.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0333.rate of 1.1 thru 2.0 mm/km.
 KK0333
 KK0333.The geoid height was determined by GEOID03.
 KK0333
 KK0333.The dynamic height is computed by dividing the NAVD 88
 KK0333.geopotential number by the normal gravity value computed on the
 KK0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0333.degrees latitude (g = 980.6199 gals.).
 KK0333
 KK0333.The modeled gravity was interpolated from observed gravity values.
 KK0333
 KK0333;                    North         East    Units  Estimated Accuracy
 KK0333;SPC CO N     -   352,920.      971,950.      MT  (+/- 180 meters Scaled)
 KK0333
 KK0333                          SUPERSEDED SURVEY CONTROL
 KK0333
 KK0333  NGVD 29 (??/??/92) 1626.220  (m)         5335.36   (f) ADJ UNCH    1 2
 KK0333
 KK0333.Superseded values are not recommended for survey control.
 KK0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0333.See file dsdata.txt to determine how the superseded data were derived.
 KK0333
 KK0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE147016(NAD 83)
 KK0333_MARKER: P = PIPE CAP
 KK0333_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KK0333_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KK0333_STAMPING: 5333 DENVER
 KK0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0333
 KK0333  HISTORY     - Date     Condition        Report By
 KK0333  HISTORY     - UNK      MONUMENTED       USGS
 KK0333  HISTORY     - 1939     GOOD             NGS
 KK0333  HISTORY     - 1984     MARK NOT FOUND   NGS
 KK0333
 KK0333                          STATION DESCRIPTION
 KK0333
 KK0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0333'9.6 MI E FROM DENVER.
 KK0333'IN ADAMS COUNTY, 9.6 MILES EAST ALONG THE UNION PACIFIC
 KK0333'RAILROAD FROM UNION STATION AT DENVER, DENVER COUNTY, AT THE
 KK0333'SIDING AT SABLE, ABOUT 900 FEET EAST OF THE STATION SIGN, ABOUT
 KK0333'900 FEET EAST OF THE EAST END OF THE SECION-HOUSE YARD, 78 FEET
 KK0333'SOUTH OF A POINT 55 FEET WEST OF A SWITCH, 39 FEET NORTH OF THE
 KK0333'TRACK, 2 FEET WEST OF A NORTH-AND-SOUTH FENCE, 4 FEET SOUTH OF A
 KK0333'WHITE WOODEN WITNESS POST, AND ABOUT 2 1/2 FEET LOWER THAN THE
 KK0333'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 KK0333'5333 DENVER AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE
 KK0333'PROJECTING 1 INCH ABOVE GROUND.  NOTE-- THIS MARK WAS PREVIOUSLY
 KK0333'PUBLISHED AND DESIGNATED AS 5333 (USGS)=D 2.
 KK0333
 KK0333                          STATION RECOVERY (1984)
 KK0333
 KK0333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK0333'THIS AREA IS NOW THE LOCATION OF INTERSTATE HIGHWAY 270.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0456 ***********************************************************************
 HJ0456  DESIGNATION -  5336
 HJ0456  PID         -  HJ0456
 HJ0456  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0456  USGS QUAD   -  PAINTED CANYON (1984)
 HJ0456
 HJ0456                         *CURRENT SURVEY CONTROL
 HJ0456  ___________________________________________________________________
 HJ0456* NAD 83(1986)-  37 18 17.     (N)    103 52 41.     (W)     SCALED    
 HJ0456* NAVD 88     -      1627.221  (meters)    5338.64   (feet)  ADJUSTED  
 HJ0456  ___________________________________________________________________
 HJ0456  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 HJ0456  DYNAMIC HT  -        1625.378 (meters)    5332.59  (feet)  COMP
 HJ0456  MODELED GRAV-     979,440.3   (mgal)                       NAVD 88
 HJ0456
 HJ0456  VERT ORDER  -  THIRD
 HJ0456
 HJ0456.The horizontal coordinates were scaled from a topographic map and have
 HJ0456.an estimated accuracy of +/- 6 seconds.
 HJ0456
 HJ0456.The orthometric height was determined by differential leveling
 HJ0456.and adjusted by the National Geodetic Survey in August 1995..
 HJ0456
 HJ0456.The geoid height was determined by GEOID03.
 HJ0456
 HJ0456.The dynamic height is computed by dividing the NAVD 88
 HJ0456.geopotential number by the normal gravity value computed on the
 HJ0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0456.degrees latitude (g = 980.6199 gals.).
 HJ0456
 HJ0456.The modeled gravity was interpolated from observed gravity values.
 HJ0456
 HJ0456;                    North         East    Units  Estimated Accuracy
 HJ0456;SPC CO S     -   376,860.    1,058,190.      MT  (+/- 180 meters Scaled)
 HJ0456
 HJ0456                          SUPERSEDED SURVEY CONTROL
 HJ0456
 HJ0456.No superseded survey control is available for this station.
 HJ0456
 HJ0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB994292(NAD 83)
 HJ0456_MARKER: I = METAL ROD
 HJ0456_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HJ0456+WITH SETTING: INFORMATION.
 HJ0456_SP_SET: METAL ROD DRIVEN INTO GROUND
 HJ0456_MARK LOGO: NONE  
 HJ0456_MAGNETIC: I = MARKER IS A STEEL ROD
 HJ0456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HJ0456
 HJ0456  HISTORY     - Date     Condition        Report By
 HJ0456  HISTORY     - 1970     MONUMENTED       USGS
 HJ0456
 HJ0456                          STATION DESCRIPTION
 HJ0456
 HJ0456'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HJ0456'FROM THE JUNCTION OF COLORADO STATE HIGHWAY 389 AND U.S. HIGHWAY
 HJ0456'160, PROCEED 1.8 MILE (2.9 KM) EAST ALONG U.S. HIGHWAY 160 TO A
 HJ0456'CROSSROAD INTERSECTION, THENCE PROCEED 10.1 MILES (16.3 KM) NORTH
 HJ0456'ALONG A COUNTY ROAD KNOWN AS PIPELINE ROAD, 30 FEET (9.1 M) NORTHEAST
 HJ0456'OF THE ROAD, 2 FEET (0.6 M) SOUTHWEST OF A TELEPHONE POLE, TOP OF A
 HJ0456'COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0478 ***********************************************************************
 HJ0478  DESIGNATION -  5348
 HJ0478  PID         -  HJ0478
 HJ0478  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0478  USGS QUAD   -  LOCKWOOD ARROYO (1993)
 HJ0478
 HJ0478                         *CURRENT SURVEY CONTROL
 HJ0478  ___________________________________________________________________
 HJ0478* NAD 83(1986)-  37 30 10.     (N)    103 59 31.     (W)     SCALED    
 HJ0478* NAVD 88     -      1630.945  (meters)    5350.86   (feet)  ADJUSTED  
 HJ0478  ___________________________________________________________________
 HJ0478  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 HJ0478  DYNAMIC HT  -        1629.088 (meters)    5344.77  (feet)  COMP
 HJ0478  MODELED GRAV-     979,434.3   (mgal)                       NAVD 88
 HJ0478
 HJ0478  VERT ORDER  -  THIRD
 HJ0478
 HJ0478.The horizontal coordinates were scaled from a topographic map and have
 HJ0478.an estimated accuracy of +/- 6 seconds.
 HJ0478
 HJ0478.The orthometric height was determined by differential leveling
 HJ0478.and adjusted by the National Geodetic Survey in August 1995..
 HJ0478
 HJ0478.The geoid height was determined by GEOID03.
 HJ0478
 HJ0478.The dynamic height is computed by dividing the NAVD 88
 HJ0478.geopotential number by the normal gravity value computed on the
 HJ0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0478.degrees latitude (g = 980.6199 gals.).
 HJ0478
 HJ0478.The modeled gravity was interpolated from observed gravity values.
 HJ0478
 HJ0478;                    North         East    Units  Estimated Accuracy
 HJ0478;SPC CO S     -   398,670.    1,047,740.      MT  (+/- 180 meters Scaled)
 HJ0478
 HJ0478                          SUPERSEDED SURVEY CONTROL
 HJ0478
 HJ0478.No superseded survey control is available for this station.
 HJ0478
 HJ0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB891511(NAD 83)
 HJ0478_MARKER: I = METAL ROD
 HJ0478_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HJ0478+WITH SETTING: INFORMATION.
 HJ0478_SP_SET: METAL ROD DRIVEN INTO GROUND
 HJ0478_MARK LOGO: NONE  
 HJ0478_MAGNETIC: I = MARKER IS A STEEL ROD
 HJ0478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HJ0478
 HJ0478  HISTORY     - Date     Condition        Report By
 HJ0478  HISTORY     - 1970     MONUMENTED       USGS
 HJ0478
 HJ0478                          STATION DESCRIPTION
 HJ0478
 HJ0478'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HJ0478'FROM HOUGHTON, PROCEED 6.6 MILES (10.6 KM) SOUTHEAST ALONG A COUNTY
 HJ0478'ROAD KNOWN AS PIPELINE ROAD, 30 FEET (9.1 M) SOUTHWEST OF THE ROAD, 2
 HJ0478'FEET (0.6 M) SOUTH OF A POWER POLE, TOP OF A STEEL REINFORCING ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0414 ***********************************************************************
 JJ0414  DESIGNATION -  535
 JJ0414  PID         -  JJ0414
 JJ0414  STATE/COUNTY-  CO/BENT
 JJ0414  USGS QUAD   -  LAS ANIMAS (1979)
 JJ0414
 JJ0414                         *CURRENT SURVEY CONTROL
 JJ0414  ___________________________________________________________________
 JJ0414* NAD 83(1986)-  38 03 46.     (N)    103 12 09.     (W)     SCALED    
 JJ0414* NAVD 88     -      1185.136  (meters)    3888.23   (feet)  POSTED    
 JJ0414  ___________________________________________________________________
 JJ0414  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 JJ0414  DYNAMIC HT  -        1183.970 (meters)    3884.41  (feet)  COMP
 JJ0414  MODELED GRAV-     979,602.9   (mgal)                       NAVD 88
 JJ0414
 JJ0414  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 JJ0414
 JJ0414.The horizontal coordinates were scaled from a topographic map and have
 JJ0414.an estimated accuracy of +/- 6 seconds.
 JJ0414
 JJ0414.The orthometric height was determined by differential leveling
 JJ0414.and adjusted by the National Geodetic Survey in 1992..
 JJ0414.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 JJ0414.rate of 3.1 thru 4.0 mm/km.
 JJ0414
 JJ0414.The geoid height was determined by GEOID03.
 JJ0414
 JJ0414.The dynamic height is computed by dividing the NAVD 88
 JJ0414.geopotential number by the normal gravity value computed on the
 JJ0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0414.degrees latitude (g = 980.6199 gals.).
 JJ0414
 JJ0414.The modeled gravity was interpolated from observed gravity values.
 JJ0414
 JJ0414;                    North         East    Units  Estimated Accuracy
 JJ0414;SPC CO S     -   462,230.    1,116,000.      MT  (+/- 180 meters Scaled)
 JJ0414
 JJ0414                          SUPERSEDED SURVEY CONTROL
 JJ0414
 JJ0414  NGVD 29 (??/??/92) 1184.514  (m)         3886.19   (f) ADJ UNCH    1 2
 JJ0414
 JJ0414.Superseded values are not recommended for survey control.
 JJ0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0414.See file dsdata.txt to determine how the superseded data were derived.
 JJ0414
 JJ0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC576143(NAD 83)
 JJ0414_MARKER: B = BOLT
 JJ0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0414+STABILITY: SURFACE MOTION
 JJ0414
 JJ0414  HISTORY     - Date     Condition        Report By
 JJ0414  HISTORY     - UNK      MONUMENTED       ATSFRR
 JJ0414  HISTORY     - 1934     GOOD             NGS
 JJ0414  HISTORY     - 1941     GOOD             NGS
 JJ0414  HISTORY     - 1985     MARK NOT FOUND   NGS
 JJ0414
 JJ0414                          STATION DESCRIPTION
 JJ0414
 JJ0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JJ0414'1 MI E FROM LAS ANIMAS.
 JJ0414'1.0 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JJ0414'FROM THE STATION AT LAS ANIMAS, 93 FEET SOUTHEAST OF IRON MILEPOST
 JJ0414'535, 48 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 15 FEET
 JJ0414'SOUTHEAST OF MILEPOLE 535, 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE,
 JJ0414'AND ABOUT 2 FEET LOWER THAN THE TRACK.  AN IRON BOLT, SET IN THE
 JJ0414'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 JJ0414
 JJ0414                          STATION RECOVERY (1941)
 JJ0414
 JJ0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 JJ0414'RECOVERED IN GOOD CONDITION.
 JJ0414
 JJ0414                          STATION RECOVERY (1985)
 JJ0414
 JJ0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0414'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0567 ***********************************************************************
 KL0567  DESIGNATION -  5362
 KL0567  PID         -  KL0567
 KL0567  STATE/COUNTY-  CO/GARFIELD
 KL0567  USGS QUAD   -  SILT (1987)
 KL0567
 KL0567                         *CURRENT SURVEY CONTROL
 KL0567  ___________________________________________________________________
 KL0567* NAD 83(1986)-  39 32 24.     (N)    107 44 19.     (W)     SCALED    
 KL0567* NAVD 88     -      1634.972  (meters)    5364.07   (feet)  ADJUSTED  
 KL0567  ___________________________________________________________________
 KL0567  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 KL0567  DYNAMIC HT  -        1633.294 (meters)    5358.57  (feet)  COMP
 KL0567  MODELED GRAV-     979,544.7   (mgal)                       NAVD 88
 KL0567
 KL0567  VERT ORDER  -  SECOND    CLASS 0
 KL0567
 KL0567.The horizontal coordinates were scaled from a topographic map and have
 KL0567.an estimated accuracy of +/- 6 seconds.
 KL0567
 KL0567.The orthometric height was determined by differential leveling
 KL0567.and adjusted by the National Geodetic Survey in June 1991..
 KL0567.WARNING-Repeat measurements at this control monument indicate possible
 KL0567.vertical movement.
 KL0567
 KL0567.The geoid height was determined by GEOID03.
 KL0567
 KL0567.The dynamic height is computed by dividing the NAVD 88
 KL0567.geopotential number by the normal gravity value computed on the
 KL0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0567.degrees latitude (g = 980.6199 gals.).
 KL0567
 KL0567.The modeled gravity was interpolated from observed gravity values.
 KL0567
 KL0567;                    North         East    Units  Estimated Accuracy
 KL0567;SPC CO C     -   496,630.      721,990.      MT  (+/- 180 meters Scaled)
 KL0567
 KL0567                          SUPERSEDED SURVEY CONTROL
 KL0567
 KL0567  NGVD 29 (??/??/92) 1633.788  (m)         5360.19   (f) ADJ UNCH    2 0
 KL0567
 KL0567.Superseded values are not recommended for survey control.
 KL0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0567.See file dsdata.txt to determine how the superseded data were derived.
 KL0567
 KL0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD646802(NAD 83)
 KL0567_MARKER: DD = SURVEY DISK
 KL0567_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KL0567_SP_SET: CULVERT
 KL0567_STAMPING: 5362
 KL0567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0567
 KL0567  HISTORY     - Date     Condition        Report By
 KL0567  HISTORY     - UNK      MONUMENTED       USGS
 KL0567  HISTORY     - 1934     GOOD             USGS
 KL0567
 KL0567                          STATION DESCRIPTION
 KL0567
 KL0567'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 KL0567'2.7 MI E FROM RIFLE.
 KL0567'2.7 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KL0567'RIFLE, 0.3 MILE WEST OF MILEPOST NC 11, 12 FEET NORTH OF THE TRACK,
 KL0567'AND IN THE TOP OF A CONCRETE CULVERT.  A U.S. GEOLOGICAL SURVEY DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0410 ***********************************************************************
 JJ0410  DESIGNATION -  537
 JJ0410  PID         -  JJ0410
 JJ0410  STATE/COUNTY-  CO/BENT
 JJ0410  USGS QUAD   -  LAS ANIMAS (1979)
 JJ0410
 JJ0410                         *CURRENT SURVEY CONTROL
 JJ0410  ___________________________________________________________________
 JJ0410* NAD 83(1986)-  38 03 45.     (N)    103 14 21.     (W)     SCALED    
 JJ0410* NAVD 88     -      1190.490  (meters)    3905.80   (feet)  ADJUSTED  
 JJ0410  ___________________________________________________________________
 JJ0410  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 JJ0410  DYNAMIC HT  -        1189.317 (meters)    3901.95  (feet)  COMP
 JJ0410  MODELED GRAV-     979,603.2   (mgal)                       NAVD 88
 JJ0410
 JJ0410  VERT ORDER  -  FIRST     CLASS II
 JJ0410
 JJ0410.The horizontal coordinates were scaled from a topographic map and have
 JJ0410.an estimated accuracy of +/- 6 seconds.
 JJ0410
 JJ0410.The orthometric height was determined by differential leveling
 JJ0410.and adjusted by the National Geodetic Survey in June 1991..
 JJ0410.WARNING-Repeat measurements at this control monument indicate possible
 JJ0410.vertical movement.
 JJ0410
 JJ0410.The geoid height was determined by GEOID03.
 JJ0410
 JJ0410.The dynamic height is computed by dividing the NAVD 88
 JJ0410.geopotential number by the normal gravity value computed on the
 JJ0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0410.degrees latitude (g = 980.6199 gals.).
 JJ0410
 JJ0410.The modeled gravity was interpolated from observed gravity values.
 JJ0410
 JJ0410;                    North         East    Units  Estimated Accuracy
 JJ0410;SPC CO S     -   462,120.    1,112,780.      MT  (+/- 180 meters Scaled)
 JJ0410
 JJ0410                          SUPERSEDED SURVEY CONTROL
 JJ0410
 JJ0410.No superseded survey control is available for this station.
 JJ0410
 JJ0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC544142(NAD 83)
 JJ0410_MARKER: B = BOLT
 JJ0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0410_MARK LOGO: ATSFRR
 JJ0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0410+STABILITY: SURFACE MOTION
 JJ0410
 JJ0410  HISTORY     - Date     Condition        Report By
 JJ0410  HISTORY     - UNK      MONUMENTED       ATSFRR
 JJ0410  HISTORY     - 1934     GOOD             NGS
 JJ0410  HISTORY     - 1985     GOOD             NGS
 JJ0410
 JJ0410                          STATION DESCRIPTION
 JJ0410
 JJ0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JJ0410'1 MI W FROM LAS ANIMAS.
 JJ0410'1.0 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JJ0410'FROM THE STATION AT LAS ANIMAS, 110 FEET EAST OF MILEPOST 537, AND
 JJ0410'50 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A BOLT, SET IN THE
 JJ0410'TOP OF A CONCRETE POST.
 JJ0410
 JJ0410                          STATION RECOVERY (1985)
 JJ0410
 JJ0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0410'RECOVERED IN GOOD CONDITION.  A NEW ROUTE TO THE MARK FOLLOWS.  IN LAS
 JJ0410'ANIMAS, AT THE INTERSECTION OF U.S. HIGHWAY 50 AND THE SANTA FE
 JJ0410'RAILROAD.  ADD--24.1 M (79.1 FT) SOUTHEAST OF THE CENTER OF THE U.S.
 JJ0410'HIGHWAY 50 OVERPASS.  THE POST PROJECTS 2 CM ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0414 ***********************************************************************
 LL0414  DESIGNATION -  5378
 LL0414  PID         -  LL0414
 LL0414  STATE/COUNTY-  CO/LARIMER
 LL0414  USGS QUAD   -  LAPORTE (1979)
 LL0414
 LL0414                         *CURRENT SURVEY CONTROL
 LL0414  ___________________________________________________________________
 LL0414* NAD 83(1986)-  40 41 48.     (N)    105 10 28.     (W)     SCALED    
 LL0414* NAVD 88     -      1639.292  (meters)    5378.24   (feet)  ADJUSTED  
 LL0414  ___________________________________________________________________
 LL0414  GEOID HEIGHT-         -14.87  (meters)                     GEOID03
 LL0414  DYNAMIC HT  -        1637.914 (meters)    5373.72  (feet)  COMP
 LL0414  MODELED GRAV-     979,725.6   (mgal)                       NAVD 88
 LL0414
 LL0414  VERT ORDER  -  SECOND    CLASS 0
 LL0414
 LL0414.The horizontal coordinates were scaled from a topographic map and have
 LL0414.an estimated accuracy of +/- 6 seconds.
 LL0414
 LL0414.The orthometric height was determined by differential leveling
 LL0414.and adjusted by the National Geodetic Survey in June 1991..
 LL0414
 LL0414.The geoid height was determined by GEOID03.
 LL0414
 LL0414.The dynamic height is computed by dividing the NAVD 88
 LL0414.geopotential number by the normal gravity value computed on the
 LL0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0414.degrees latitude (g = 980.6199 gals.).
 LL0414
 LL0414.The modeled gravity was interpolated from observed gravity values.
 LL0414
 LL0414;                    North         East    Units  Estimated Accuracy
 LL0414;SPC CO N     -   456,230.      941,920.      MT  (+/- 180 meters Scaled)
 LL0414
 LL0414                          SUPERSEDED SURVEY CONTROL
 LL0414
 LL0414  NGVD 29 (??/??/92) 1638.334  (m)         5375.10   (f) ADJ UNCH    2 0
 LL0414
 LL0414.Superseded values are not recommended for survey control.
 LL0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0414.See file dsdata.txt to determine how the superseded data were derived.
 LL0414
 LL0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF852051(NAD 83)
 LL0414_MARKER: DD = SURVEY DISK
 LL0414_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LL0414_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LL0414_STAMPING: 2 5378 DEN
 LL0414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0414
 LL0414  HISTORY     - Date     Condition        Report By
 LL0414  HISTORY     - UNK      MONUMENTED       USGS
 LL0414  HISTORY     - 1943     GOOD             NGS
 LL0414
 LL0414                          STATION DESCRIPTION
 LL0414
 LL0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LL0414'2.6 MI N FROM TEDS PLACE.
 LL0414'2.6 MILES NORTH ALONG U.S. HIGHWAY 287 FROM TEDS PLACE, LARIMER
 LL0414'COUNTY, 106 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 91 FEET
 LL0414'EAST OF A LARGE PROMINENT ROCK IN THE CENTER OF A DRAW, AND 53
 LL0414'FEET WEST OF THE CENTER OF A CATTLE PASS UNDER THE OLD HIGHWAY.
 LL0414'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 2 5378 DEN
 LL0414'AND SET IN THE TOP OF AN IRON POST PROJECTING 1.5 FEET ABOVE
 LL0414'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0409 ***********************************************************************
 JJ0409  DESIGNATION -  538
 JJ0409  PID         -  JJ0409
 JJ0409  STATE/COUNTY-  CO/BENT
 JJ0409  USGS QUAD   -  CORNELIA (1953)
 JJ0409
 JJ0409                         *CURRENT SURVEY CONTROL
 JJ0409  ___________________________________________________________________
 JJ0409* NAD 83(1986)-  38 03 42.     (N)    103 15 23.     (W)     SCALED    
 JJ0409* NAVD 88     -      1192.92   (+/-2cm)    3913.8    (feet)  VERTCON   
 JJ0409  ___________________________________________________________________
 JJ0409  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 JJ0409
 JJ0409  VERT ORDER  -  ? (See Below)
 JJ0409
 JJ0409.The horizontal coordinates were scaled from a topographic map and have
 JJ0409.an estimated accuracy of +/- 6 seconds.
 JJ0409
 JJ0409.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0409.The vertical order pertains to the NGVD 29 superseded value.
 JJ0409
 JJ0409.The geoid height was determined by GEOID03.
 JJ0409
 JJ0409;                    North         East    Units  Estimated Accuracy
 JJ0409;SPC CO S     -   461,990.    1,111,270.      MT  (+/- 180 meters Scaled)
 JJ0409
 JJ0409                          SUPERSEDED SURVEY CONTROL
 JJ0409
 JJ0409  NGVD 29 (??/??/92) 1192.302  (m)         3911.74   (f) ADJ UNCH    ?  
 JJ0409
 JJ0409.Superseded values are not recommended for survey control.
 JJ0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0409.See file dsdata.txt to determine how the superseded data were derived.
 JJ0409
 JJ0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC529140(NAD 83)
 JJ0409_MARKER: B = BOLT
 JJ0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0409+STABILITY: SURFACE MOTION
 JJ0409
 JJ0409  HISTORY     - Date     Condition        Report By
 JJ0409  HISTORY     - UNK      MONUMENTED       ATSFRR
 JJ0409  HISTORY     - 1934     GOOD             NGS
 JJ0409
 JJ0409                          STATION DESCRIPTION
 JJ0409
 JJ0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JJ0409'2 MI W FROM LAS ANIMAS.
 JJ0409'2.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JJ0409'FROM THE STATION AT LAS ANIMAS, 60 FEET EAST OF MILEPOST 538, AND
 JJ0409'50 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A BOLT, SET IN THE
 JJ0409'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0016 ***********************************************************************
 LL0016  DESIGNATION -  5382
 LL0016  PID         -  LL0016
 LL0016  STATE/COUNTY-  CO/WELD
 LL0016  USGS QUAD   -  KEOTA (1972)
 LL0016
 LL0016                         *CURRENT SURVEY CONTROL
 LL0016  ___________________________________________________________________
 LL0016* NAD 83(1986)-  40 42 17.     (N)    104 04 37.     (W)     SCALED    
 LL0016* NAVD 88     -      1511.420  (meters)    4958.72   (feet)  ADJUSTED  
 LL0016  ___________________________________________________________________
 LL0016  GEOID HEIGHT-         -18.58  (meters)                     GEOID03
 LL0016  DYNAMIC HT  -        1510.190 (meters)    4954.68  (feet)  COMP
 LL0016  MODELED GRAV-     979,758.2   (mgal)                       NAVD 88
 LL0016
 LL0016  VERT ORDER  -  SECOND    CLASS 0
 LL0016
 LL0016.The horizontal coordinates were scaled from a topographic map and have
 LL0016.an estimated accuracy of +/- 6 seconds.
 LL0016
 LL0016.The orthometric height was determined by differential leveling
 LL0016.and adjusted by the National Geodetic Survey in June 1991..
 LL0016
 LL0016.The geoid height was determined by GEOID03.
 LL0016
 LL0016.The dynamic height is computed by dividing the NAVD 88
 LL0016.geopotential number by the normal gravity value computed on the
 LL0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0016.degrees latitude (g = 980.6199 gals.).
 LL0016
 LL0016.The modeled gravity was interpolated from observed gravity values.
 LL0016
 LL0016;                    North         East    Units  Estimated Accuracy
 LL0016;SPC CO N     -   458,040.    1,034,660.      MT  (+/- 180 meters Scaled)
 LL0016
 LL0016                          SUPERSEDED SURVEY CONTROL
 LL0016
 LL0016  NGVD 29 (??/??/92) 1510.651  (m)         4956.19   (f) ADJ UNCH    2 0
 LL0016
 LL0016.Superseded values are not recommended for survey control.
 LL0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0016.See file dsdata.txt to determine how the superseded data were derived.
 LL0016
 LL0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF779063(NAD 83)
 LL0016_MARKER: Z = SEE DESCRIPTION
 LL0016_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0016_SP_SET: IRON RAIL
 LL0016_STAMPING: 5382
 LL0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0016
 LL0016  HISTORY     - Date     Condition        Report By
 LL0016  HISTORY     - UNK      MONUMENTED       CBQRR
 LL0016  HISTORY     - 1941     GOOD             NGS
 LL0016
 LL0016                          STATION DESCRIPTION
 LL0016
 LL0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LL0016'AT KEOTA.
 LL0016'AT KEOTA, WELD COUNTY, 0.18 MILE NORTH OF THE CHICAGO, BURLINGTON
 LL0016'AND QUINCY RAILROAD STATION, 75.0 FEET EAST OF THE CONOCO OIL CO.
 LL0016'BULK STATION, AND IN THE CENTER OF THE TRACK.  AN IRON RAIL, STAMPED
 LL0016'5382.
 LL0016'NOTE-- 1941 REPORT MARK IS 75 FEET EAST OF THE OLD CONOCO BULK
 LL0016'STATION FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0566 ***********************************************************************
 KL0566  DESIGNATION -  5394
 KL0566  PID         -  KL0566
 KL0566  STATE/COUNTY-  CO/GARFIELD
 KL0566  USGS QUAD   -  SILT (1987)
 KL0566
 KL0566                         *CURRENT SURVEY CONTROL
 KL0566  ___________________________________________________________________
 KL0566* NAD 83(1986)-  39 32 52.     (N)    107 41 49.     (W)     SCALED    
 KL0566* NAVD 88     -      1644.733  (meters)    5396.09   (feet)  ADJUSTED  
 KL0566  ___________________________________________________________________
 KL0566  GEOID HEIGHT-         -15.73  (meters)                     GEOID03
 KL0566  DYNAMIC HT  -        1643.042 (meters)    5390.55  (feet)  COMP
 KL0566  MODELED GRAV-     979,542.2   (mgal)                       NAVD 88
 KL0566
 KL0566  VERT ORDER  -  SECOND    CLASS 0
 KL0566
 KL0566.The horizontal coordinates were scaled from a topographic map and have
 KL0566.an estimated accuracy of +/- 6 seconds.
 KL0566
 KL0566.The orthometric height was determined by differential leveling
 KL0566.and adjusted by the National Geodetic Survey in June 1991..
 KL0566
 KL0566.The geoid height was determined by GEOID03.
 KL0566
 KL0566.The dynamic height is computed by dividing the NAVD 88
 KL0566.geopotential number by the normal gravity value computed on the
 KL0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0566.degrees latitude (g = 980.6199 gals.).
 KL0566
 KL0566.The modeled gravity was interpolated from observed gravity values.
 KL0566
 KL0566;                    North         East    Units  Estimated Accuracy
 KL0566;SPC CO C     -   497,400.      725,590.      MT  (+/- 180 meters Scaled)
 KL0566
 KL0566                          SUPERSEDED SURVEY CONTROL
 KL0566
 KL0566  NGVD 29 (??/??/92) 1643.546  (m)         5392.20   (f) ADJ UNCH    2 0
 KL0566
 KL0566.Superseded values are not recommended for survey control.
 KL0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0566.See file dsdata.txt to determine how the superseded data were derived.
 KL0566
 KL0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD682810(NAD 83)
 KL0566_MARKER: DD = SURVEY DISK
 KL0566_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KL0566_SP_SET: CULVERT
 KL0566_STAMPING: 5394
 KL0566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0566
 KL0566  HISTORY     - Date     Condition        Report By
 KL0566  HISTORY     - UNK      MONUMENTED       USGS
 KL0566  HISTORY     - 1934     GOOD             USGS
 KL0566
 KL0566                          STATION DESCRIPTION
 KL0566
 KL0566'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 KL0566'2.2 MI W FROM SILT.
 KL0566'2.2 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KL0566'SILT, 60 FEET WEST OF MILEPOST NC 9, NORTH OF THE TRACK, IN THE TOP OF
 KL0566'THE WING WALL OF AN ARCH CULVERT, AND 25 FEET LOWER THAN THE TRACK. A
 KL0566'U.S. GEOLOGICAL SURVEY DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0344 ***********************************************************************
 LM0344  DESIGNATION -  54 A
 LM0344  PID         -  LM0344
 LM0344  STATE/COUNTY-  CO/ROUTT
 LM0344  USGS QUAD   -  FLY CREEK (1973)
 LM0344
 LM0344                         *CURRENT SURVEY CONTROL
 LM0344  ___________________________________________________________________
 LM0344* NAD 83(1986)-  40 59 59.     (N)    107 17 15.     (W)     SCALED    
 LM0344* NAVD 88     -      2021.847  (meters)    6633.34   (feet)  ADJUSTED  
 LM0344  ___________________________________________________________________
 LM0344  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 LM0344  DYNAMIC HT  -        2019.955 (meters)    6627.14  (feet)  COMP
 LM0344  MODELED GRAV-     979,616.7   (mgal)                       NAVD 88
 LM0344
 LM0344  VERT ORDER  -  SECOND    CLASS 0
 LM0344
 LM0344.The horizontal coordinates were scaled from a topographic map and have
 LM0344.an estimated accuracy of +/- 6 seconds.
 LM0344
 LM0344.The orthometric height was determined by differential leveling
 LM0344.and adjusted by the National Geodetic Survey in June 1991..
 LM0344
 LM0344.The geoid height was determined by GEOID03.
 LM0344
 LM0344.The dynamic height is computed by dividing the NAVD 88
 LM0344.geopotential number by the normal gravity value computed on the
 LM0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0344.degrees latitude (g = 980.6199 gals.).
 LM0344
 LM0344.The modeled gravity was interpolated from observed gravity values.
 LM0344
 LM0344;                    North         East    Units  Estimated Accuracy
 LM0344;SPC CO N     -   491,350.      764,010.      MT  (+/- 180 meters Scaled)
 LM0344
 LM0344                          SUPERSEDED SURVEY CONTROL
 LM0344
 LM0344  NGVD 29 (??/??/92) 2020.603  (m)         6629.26   (f) ADJ UNCH    2 0
 LM0344
 LM0344.Superseded values are not recommended for survey control.
 LM0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0344.See file dsdata.txt to determine how the superseded data were derived.
 LM0344
 LM0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF076412(NAD 83)
 LM0344_MARKER: DD = SURVEY DISK
 LM0344_SETTING: 66 = SET IN ROCK OUTCROP
 LM0344_SP_SET: LEDGE
 LM0344_STAMPING: 54 A 1931
 LM0344_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LM0344+STABILITY: POSITION/ELEVATION WELL
 LM0344
 LM0344  HISTORY     - Date     Condition        Report By
 LM0344  HISTORY     - 1931     MONUMENTED       USGS
 LM0344
 LM0344                          STATION DESCRIPTION
 LM0344
 LM0344'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 LM0344'2.2 MI W FROM BATTLE CREEK.
 LM0344'2.2 MILES WEST ALONG STATE HIGHWAY 129 FROM BATTLE CREEK, ROUTT
 LM0344'COUNTY, 185 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE WALROD RANCH
 LM0344'HOUSE, 20 FEET SOUTHEAST OF A LARGE BOULDER PROJECTION PAINTED US
 LM0344'6300.0 BM, IN THE TOP OF A SMALL LEDGE PROJECTION, 12 FEET NORTH OF
 LM0344'THE CENTERLINE OF THE HIGHWAY, AND 9 FEET HIGHER THAN THE HIGHWAY. A
 LM0344'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 54 A 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0949 ***********************************************************************
 KK0949  DESIGNATION -  54 G
 KK0949  PID         -  KK0949
 KK0949  STATE/COUNTY-  CO/PARK
 KK0949  USGS QUAD   -  EAGLE ROCK (1994)
 KK0949
 KK0949                         *CURRENT SURVEY CONTROL
 KK0949  ___________________________________________________________________
 KK0949* NAD 83(1986)-  39 14 23.     (N)    105 37 43.     (W)     SCALED    
 KK0949* NAVD 88     -      2711.691  (meters)    8896.61   (feet)  ADJUSTED  
 KK0949  ___________________________________________________________________
 KK0949  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 KK0949  DYNAMIC HT  -        2708.410 (meters)    8885.84  (feet)  COMP
 KK0949  MODELED GRAV-     979,318.4   (mgal)                       NAVD 88
 KK0949
 KK0949  VERT ORDER  -  SECOND    CLASS 0
 KK0949
 KK0949.The horizontal coordinates were scaled from a topographic map and have
 KK0949.an estimated accuracy of +/- 6 seconds.
 KK0949
 KK0949.The orthometric height was determined by differential leveling
 KK0949.and adjusted by the National Geodetic Survey in June 1991..
 KK0949
 KK0949.The geoid height was determined by GEOID03.
 KK0949
 KK0949.The dynamic height is computed by dividing the NAVD 88
 KK0949.geopotential number by the normal gravity value computed on the
 KK0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0949.degrees latitude (g = 980.6199 gals.).
 KK0949
 KK0949.The modeled gravity was interpolated from observed gravity values.
 KK0949
 KK0949;                    North         East    Units  Estimated Accuracy
 KK0949;SPC CO C     -   460,930.      903,300.      MT  (+/- 180 meters Scaled)
 KK0949
 KK0949                          SUPERSEDED SURVEY CONTROL
 KK0949
 KK0949  NGVD 29 (??/??/92) 2710.248  (m)         8891.87   (f) ADJ UNCH    2 0
 KK0949
 KK0949.Superseded values are not recommended for survey control.
 KK0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0949.See file dsdata.txt to determine how the superseded data were derived.
 KK0949
 KK0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD457435(NAD 83)
 KK0949_MARKER: DD = SURVEY DISK
 KK0949_SETTING: 80 = SET IN A BOULDER
 KK0949_STAMPING: 54 G 1930
 KK0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0949+STABILITY: SURFACE MOTION
 KK0949
 KK0949  HISTORY     - Date     Condition        Report By
 KK0949  HISTORY     - 1930     MONUMENTED       USGS
 KK0949  HISTORY     - 1934     GOOD             NGS
 KK0949
 KK0949                          STATION DESCRIPTION
 KK0949
 KK0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KK0949'15.1 MI SE FROM JEFFERSON.
 KK0949'15.1 MILES SOUTHEAST ALONG STATE HIGHWAY 77 FROM THE GRAMMAR SCHOOL
 KK0949'AT JEFFERSON, PARK COUNTY, 0.6 MILE SOUTHEAST OF THE SUNNY MEADOWS
 KK0949'RANCH, 160 FEET NORTHEAST OF THE SOUTHEAST END OF A WOODEN CULVERT,
 KK0949'100 FEET NORTHEAST OF A BEND AROUND ROCK CLIFFS, 30 FEET NORTHWEST
 KK0949'OF THE FOOT OF A HIGH GRANITE OUTCROP, 75 FEET NORTHEAST OF THE
 KK0949'CENTERLINE OF THE HIGHWAY, 10 FEET EAST OF A DRY WASH, AND IN THE
 KK0949'TOP OF A GRANITE BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 KK0949'DISK, STAMPED 54 G 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0330 ***********************************************************************
 KK0330  DESIGNATION -  5400
 KK0330  PID         -  KK0330
 KK0330  STATE/COUNTY-  CO/ADAMS
 KK0330  USGS QUAD   -  MONTBELLO (1994)
 KK0330
 KK0330                         *CURRENT SURVEY CONTROL
 KK0330  ___________________________________________________________________
 KK0330* NAD 83(1986)-  39 45 20.     (N)    104 47 28.     (W)     SCALED    
 KK0330* NAVD 88     -      1647.541  (meters)    5405.31   (feet)  POSTED    
 KK0330  ___________________________________________________________________
 KK0330  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 KK0330  DYNAMIC HT  -        1645.970 (meters)    5400.15  (feet)  COMP
 KK0330  MODELED GRAV-     979,614.9   (mgal)                       NAVD 88
 KK0330
 KK0330  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 KK0330
 KK0330.The horizontal coordinates were scaled from a topographic map and have
 KK0330.an estimated accuracy of +/- 6 seconds.
 KK0330
 KK0330.The orthometric height was determined by differential leveling
 KK0330.and adjusted by the National Geodetic Survey in 1992..
 KK0330.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 KK0330.rate of 4.1 thru 8.0 mm/km.
 KK0330
 KK0330.The geoid height was determined by GEOID03.
 KK0330
 KK0330.The dynamic height is computed by dividing the NAVD 88
 KK0330.geopotential number by the normal gravity value computed on the
 KK0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0330.degrees latitude (g = 980.6199 gals.).
 KK0330
 KK0330.The modeled gravity was interpolated from observed gravity values.
 KK0330
 KK0330;                    North         East    Units  Estimated Accuracy
 KK0330;SPC CO N     -   351,920.      975,150.      MT  (+/- 180 meters Scaled)
 KK0330
 KK0330                          SUPERSEDED SURVEY CONTROL
 KK0330
 KK0330  NGVD 29 (??/??/92) 1646.647  (m)         5402.37   (f) ADJ UNCH    1 2
 KK0330
 KK0330.Superseded values are not recommended for survey control.
 KK0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0330.See file dsdata.txt to determine how the superseded data were derived.
 KK0330
 KK0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE178006(NAD 83)
 KK0330_MARKER: P = PIPE CAP
 KK0330_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KK0330_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KK0330_STAMPING: 5400 DENVER
 KK0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0330
 KK0330  HISTORY     - Date     Condition        Report By
 KK0330  HISTORY     - UNK      MONUMENTED       USGS
 KK0330  HISTORY     - 1939     GOOD             NGS
 KK0330  HISTORY     - 1984     MARK NOT FOUND   NGS
 KK0330
 KK0330                          STATION DESCRIPTION
 KK0330
 KK0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0330'10 MI W FROM WATKINS.
 KK0330'10.0 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KK0330'AT WATKINS, ADAMS COUNTY, ABOUT 2 MILES EAST OF THE STATION AT
 KK0330'SABLE, 0.4 MILE WEST OF THE STATION SIGN AT MAGEE, 102 FEET NORTH
 KK0330'OF THE CENTERLINE OF THE TRACK, AT A FARM-ROAD CROSSING, 30 FEET
 KK0330'EAST OF THE CENTERLINE OF THE ROAD, 8 FEET WEST OF A
 KK0330'NORTH-AND-SOUTH FENCE, AND 4 FEET WEST OF A WHITE WOODEN WITNESS
 KK0330'POST.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 KK0330'5400 DENVER AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE
 KK0330'PROJECTING 1 FOOT ABOVE GROUND. NOTE-- THIS MARK WAS PREVIOUSLY
 KK0330'PUBLISHED AND DESIGNATED AS 5400(USGS)= E 2.
 KK0330
 KK0330                          STATION RECOVERY (1984)
 KK0330
 KK0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK0330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0312 ***********************************************************************
 LL0312  DESIGNATION -  5410
 LL0312  PID         -  LL0312
 LL0312  STATE/COUNTY-  CO/WELD
 LL0312  USGS QUAD   -  DOVER (1972)
 LL0312
 LL0312                         *CURRENT SURVEY CONTROL
 LL0312  ___________________________________________________________________
 LL0312* NAD 83(1986)-  40 46 48.     (N)    104 48 45.     (W)     SCALED    
 LL0312* NAVD 88     -      1649.380  (meters)    5411.34   (feet)  ADJUSTED  
 LL0312  ___________________________________________________________________
 LL0312  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 LL0312  DYNAMIC HT  -        1647.972 (meters)    5406.72  (feet)  COMP
 LL0312  MODELED GRAV-     979,713.1   (mgal)                       NAVD 88
 LL0312
 LL0312  VERT ORDER  -  FIRST     CLASS II
 LL0312
 LL0312.The horizontal coordinates were scaled from a topographic map and have
 LL0312.an estimated accuracy of +/- 6 seconds.
 LL0312
 LL0312.The orthometric height was determined by differential leveling
 LL0312.and adjusted by the National Geodetic Survey in June 1991..
 LL0312
 LL0312.The geoid height was determined by GEOID03.
 LL0312
 LL0312.The dynamic height is computed by dividing the NAVD 88
 LL0312.geopotential number by the normal gravity value computed on the
 LL0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0312.degrees latitude (g = 980.6199 gals.).
 LL0312
 LL0312.The modeled gravity was interpolated from observed gravity values.
 LL0312
 LL0312;                    North         East    Units  Estimated Accuracy
 LL0312;SPC CO N     -   465,660.      972,440.      MT  (+/- 180 meters Scaled)
 LL0312
 LL0312                          SUPERSEDED SURVEY CONTROL
 LL0312
 LL0312  NGVD 29 (??/??/92) 1648.417  (m)         5408.18   (f) ADJ UNCH    1 2
 LL0312
 LL0312.Superseded values are not recommended for survey control.
 LL0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0312.See file dsdata.txt to determine how the superseded data were derived.
 LL0312
 LL0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF158143(NAD 83)
 LL0312_MARKER: DD = SURVEY DISK
 LL0312_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LL0312_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LL0312_STAMPING: 5410 DENVER 1908
 LL0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0312
 LL0312  HISTORY     - Date     Condition        Report By
 LL0312  HISTORY     - 1908     MONUMENTED       USGS
 LL0312  HISTORY     - 1956     GOOD             NGS
 LL0312  HISTORY     - 1983     MARK NOT FOUND   NGS
 LL0312
 LL0312                          STATION DESCRIPTION
 LL0312
 LL0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0312'5.3 MI NW FROM NUNN.
 LL0312'5.3 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL0312'STATION AT NUNN, 116 FEET EAST OF THE CENTER LINE OF A GRAVELED
 LL0312'ROAD, 100.8 FEET NORTHWEST OF BENCH MARK E 3, 76.3 FEET SOUTHEAST
 LL0312'OF BENCH MARK REFERENCE MARK, 71.5 FEET SOUTHWEST OF THE SOUTHWEST
 LL0312'RAIL, 59.5 FEET WEST OF THE 10TH POLE NORTHWEST OF MILEPOST 77,
 LL0312'39.2 FEET NORTH OF THE NORTH CORNER OF AN OLD CONCRETE FOUNDATION
 LL0312'WHICH IS AT THE FORMER SITE OF THE SECTION FOREMANS HOUSE AT
 LL0312'DOVER, 0.5 FOOT NORTHEAST OF A WITNESS POST, RIVETED ON THE TOP OF
 LL0312'A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND,
 LL0312'IN SECTION 5, TOWNSHIP 9 NORTH, RANGE 66 WEST.
 LL0312
 LL0312                          STATION RECOVERY (1983)
 LL0312
 LL0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0313 ***********************************************************************
 LL0313  DESIGNATION -  5410 RM
 LL0313  PID         -  LL0313
 LL0313  STATE/COUNTY-  CO/WELD
 LL0313  USGS QUAD   -  DOVER (1972)
 LL0313
 LL0313                         *CURRENT SURVEY CONTROL
 LL0313  ___________________________________________________________________
 LL0313* NAD 83(1986)-  40 46 48.     (N)    104 48 44.     (W)     SCALED    
 LL0313* NAVD 88     -      1649.410  (meters)    5411.44   (feet)  ADJUSTED  
 LL0313  ___________________________________________________________________
 LL0313  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 LL0313  DYNAMIC HT  -        1648.002 (meters)    5406.82  (feet)  COMP
 LL0313  MODELED GRAV-     979,713.1   (mgal)                       NAVD 88
 LL0313
 LL0313  VERT ORDER  -  FIRST     CLASS II
 LL0313
 LL0313.The horizontal coordinates were scaled from a topographic map and have
 LL0313.an estimated accuracy of +/- 6 seconds.
 LL0313
 LL0313.The orthometric height was determined by differential leveling
 LL0313.and adjusted by the National Geodetic Survey in June 1991..
 LL0313.WARNING-Repeat measurements at this control monument indicate possible
 LL0313.vertical movement.
 LL0313
 LL0313.The geoid height was determined by GEOID03.
 LL0313
 LL0313.The dynamic height is computed by dividing the NAVD 88
 LL0313.geopotential number by the normal gravity value computed on the
 LL0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0313.degrees latitude (g = 980.6199 gals.).
 LL0313
 LL0313.The modeled gravity was interpolated from observed gravity values.
 LL0313
 LL0313;                    North         East    Units  Estimated Accuracy
 LL0313;SPC CO N     -   465,660.      972,460.      MT  (+/- 180 meters Scaled)
 LL0313
 LL0313                          SUPERSEDED SURVEY CONTROL
 LL0313
 LL0313  NGVD 29 (??/??/92) 1648.447  (m)         5408.28   (f) ADJ UNCH    1 2
 LL0313
 LL0313.Superseded values are not recommended for survey control.
 LL0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0313.See file dsdata.txt to determine how the superseded data were derived.
 LL0313
 LL0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF158143(NAD 83)
 LL0313_MARKER: DR = REFERENCE MARK DISK
 LL0313_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LL0313_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LL0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0313
 LL0313  HISTORY     - Date     Condition        Report By
 LL0313  HISTORY     - UNK      MONUMENTED       CGS
 LL0313  HISTORY     - 1956     GOOD             NGS
 LL0313  HISTORY     - 1983     MARK NOT FOUND   NGS
 LL0313
 LL0313                          STATION DESCRIPTION
 LL0313
 LL0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0313'5.3 MI NW FROM NUNN.
 LL0313'5.3 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL0313'STATION AT NUNN, 45.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AT A
 LL0313'ROAD CROSSING, 18.6 FEET SOUTHEAST OF THE CENTER LINE OF A ROAD,
 LL0313'5.6 FEET NORTHWEST OF THE 11TH POLE NORTHWEST OF MILEPOST 77,
 LL0313'1 FOOT SOUTHEAST OF A WITNESS POST, 76.3 FEET NORTHWEST OF BENCH
 LL0313'MARK 5410 (U.S.G.S.), SET IN THE TOP OF A 4 INCH IRON PIPE WHICH
 LL0313'IS FILLED WITH CONCRETE AND PROJECTS 0.5 FOOT ABOVE THE GROUND, IN
 LL0313'SECTION 5, TOWNSHIP 9 NORTH, RANGE 66 WEST.
 LL0313
 LL0313                          STATION RECOVERY (1983)
 LL0313
 LL0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0454 ***********************************************************************
 HJ0454  DESIGNATION -  5411
 HJ0454  PID         -  HJ0454
 HJ0454  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0454  USGS QUAD   -  DOSS CANYON SOUTH (1984)
 HJ0454
 HJ0454                         *CURRENT SURVEY CONTROL
 HJ0454  ___________________________________________________________________
 HJ0454* NAD 83(1986)-  37 16 51.     (N)    103 52 07.     (W)     SCALED    
 HJ0454* NAVD 88     -      1650.023  (meters)    5413.45   (feet)  ADJUSTED  
 HJ0454  ___________________________________________________________________
 HJ0454  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 HJ0454  DYNAMIC HT  -        1648.145 (meters)    5407.29  (feet)  COMP
 HJ0454  MODELED GRAV-     979,433.6   (mgal)                       NAVD 88
 HJ0454
 HJ0454  VERT ORDER  -  THIRD
 HJ0454
 HJ0454.The horizontal coordinates were scaled from a topographic map and have
 HJ0454.an estimated accuracy of +/- 6 seconds.
 HJ0454
 HJ0454.The orthometric height was determined by differential leveling
 HJ0454.and adjusted by the National Geodetic Survey in August 1995..
 HJ0454
 HJ0454.The geoid height was determined by GEOID03.
 HJ0454
 HJ0454.The dynamic height is computed by dividing the NAVD 88
 HJ0454.geopotential number by the normal gravity value computed on the
 HJ0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0454.degrees latitude (g = 980.6199 gals.).
 HJ0454
 HJ0454.The modeled gravity was interpolated from observed gravity values.
 HJ0454
 HJ0454;                    North         East    Units  Estimated Accuracy
 HJ0454;SPC CO S     -   374,230.    1,059,070.      MT  (+/- 180 meters Scaled)
 HJ0454
 HJ0454                          SUPERSEDED SURVEY CONTROL
 HJ0454
 HJ0454.No superseded survey control is available for this station.
 HJ0454
 HJ0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB002266(NAD 83)
 HJ0454_MARKER: I = METAL ROD
 HJ0454_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HJ0454+WITH SETTING: INFORMATION.
 HJ0454_SP_SET: METAL ROD DRIVEN INTO GROUND
 HJ0454_MARK LOGO: NONE  
 HJ0454_MAGNETIC: I = MARKER IS A STEEL ROD
 HJ0454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HJ0454
 HJ0454  HISTORY     - Date     Condition        Report By
 HJ0454  HISTORY     - 1970     MONUMENTED       USGS
 HJ0454
 HJ0454                          STATION DESCRIPTION
 HJ0454
 HJ0454'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HJ0454'FROM THE JUNCTION OF COLORADO STATE HIGHWAY 389 AND U.S. HIGHWAY
 HJ0454'160, PROCEED 1.8 MILE (2.9 KM) EAST ALONG U.S. HIGHWAY 160 TO A
 HJ0454'CROSSROAD INTERSECTION, THENCE PROCEED 8.2 MILES (13.2 KM) NORTH
 HJ0454'ALONG A COUNTY ROAD KNOWN AS PIPELINE ROAD, 30 FEET (9.1 M) NORTHEAST
 HJ0454'OF THE ROAD, 27 FEET (8.2 M) SOUTHEAST OF A TELEPHONE POLE, TOP OF A
 HJ0454'COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0310 ***********************************************************************
 JK0310  DESIGNATION -  5414
 JK0310  PID         -  JK0310
 JK0310  STATE/COUNTY-  CO/EL PASO
 JK0310  USGS QUAD   -  BUTTES (1994)
 JK0310
 JK0310                         *CURRENT SURVEY CONTROL
 JK0310  ___________________________________________________________________
 JK0310* NAD 83(1986)-  38 32 07.     (N)    104 43 49.     (W)     SCALED    
 JK0310* NAVD 88     -      1651.187  (meters)    5417.27   (feet)  ADJUSTED  
 JK0310  ___________________________________________________________________
 JK0310  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 JK0310  DYNAMIC HT  -        1649.417 (meters)    5411.46  (feet)  COMP
 JK0310  MODELED GRAV-     979,498.8   (mgal)                       NAVD 88
 JK0310
 JK0310  VERT ORDER  -  SECOND    CLASS 0
 JK0310
 JK0310.The horizontal coordinates were scaled from a topographic map and have
 JK0310.an estimated accuracy of +/- 6 seconds.
 JK0310
 JK0310.The orthometric height was determined by differential leveling
 JK0310.and adjusted by the National Geodetic Survey in June 1991..
 JK0310
 JK0310.The geoid height was determined by GEOID03.
 JK0310
 JK0310.The dynamic height is computed by dividing the NAVD 88
 JK0310.geopotential number by the normal gravity value computed on the
 JK0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0310.degrees latitude (g = 980.6199 gals.).
 JK0310
 JK0310.The modeled gravity was interpolated from observed gravity values.
 JK0310
 JK0310;                    North         East    Units  Estimated Accuracy
 JK0310;SPC CO C     -   383,010.      981,510.      MT  (+/- 180 meters Scaled)
 JK0310
 JK0310                          SUPERSEDED SURVEY CONTROL
 JK0310
 JK0310  NGVD 29 (??/??/92) 1650.207  (m)         5414.05   (f) ADJ UNCH    2 0
 JK0310
 JK0310.Superseded values are not recommended for survey control.
 JK0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0310.See file dsdata.txt to determine how the superseded data were derived.
 JK0310
 JK0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC235652(NAD 83)
 JK0310_MARKER: DB = BENCH MARK DISK
 JK0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0310_STAMPING: 5414 G F 24 1947
 JK0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0310+STABILITY: SURFACE MOTION
 JK0310
 JK0310  HISTORY     - Date     Condition        Report By
 JK0310  HISTORY     - 1947     MONUMENTED       USGS
 JK0310  HISTORY     - 1952     GOOD             NGS
 JK0310  HISTORY     - 1984     MARK NOT FOUND   NGS
 JK0310
 JK0310                          STATION DESCRIPTION
 JK0310
 JK0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JK0310'13 MI SW FROM FOUNTAIN.
 JK0310'6.8 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 JK0310'THE STATION AT FOUNTAIN, THENCE 0.1 MILE WEST ALONG A GRAVELED ROAD,
 JK0310'THENCE 3.0 MILES SOUTHWEST ALONG A RANCH TRACK ROAD, THENCE 3.05
 JK0310'MILES SOUTH ALONG THE MILITARY BOUNDARY ROAD, 90 SOUTH OF THE CENTER
 JK0310'LINE OF THE ROAD, 57 FEET SOUTHEAST OF A TELEPHONE POLE, 2.0 FEET
 JK0310'NORTH OF A FENCE, 1 FOOT NORTH OF A WITNESS POST, SET IN THE TOP OF
 JK0310'A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 JK0310
 JK0310                          STATION RECOVERY (1984)
 JK0310
 JK0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0131 ***********************************************************************
 JM0131  DESIGNATION -  5427
 JM0131  PID         -  JM0131
 JM0131  STATE/COUNTY-  CO/MONTROSE
 JM0131  USGS QUAD   -  NATURITA (1994)
 JM0131
 JM0131                         *CURRENT SURVEY CONTROL
 JM0131  ___________________________________________________________________
 JM0131* NAD 83(1986)-  38 13 01.     (N)    108 34 03.     (W)     SCALED    
 JM0131* NAVD 88     -      1654.790  (meters)    5429.09   (feet)  ADJUSTED  
 JM0131  ___________________________________________________________________
 JM0131  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 JM0131  DYNAMIC HT  -        1652.894 (meters)    5422.87  (feet)  COMP
 JM0131  MODELED GRAV-     979,425.9   (mgal)                       NAVD 88
 JM0131
 JM0131  VERT ORDER  -  SECOND    CLASS 0
 JM0131
 JM0131.The horizontal coordinates were scaled from a topographic map and have
 JM0131.an estimated accuracy of +/- 6 seconds.
 JM0131
 JM0131.The orthometric height was determined by differential leveling
 JM0131.and adjusted by the National Geodetic Survey in June 1991..
 JM0131
 JM0131.The geoid height was determined by GEOID03.
 JM0131
 JM0131.The dynamic height is computed by dividing the NAVD 88
 JM0131.geopotential number by the normal gravity value computed on the
 JM0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0131.degrees latitude (g = 980.6199 gals.).
 JM0131
 JM0131.The modeled gravity was interpolated from observed gravity values.
 JM0131
 JM0131;                    North         East    Units  Estimated Accuracy
 JM0131;SPC CO S     -   481,270.      645,830.      MT  (+/- 180 meters Scaled)
 JM0131
 JM0131                          SUPERSEDED SURVEY CONTROL
 JM0131
 JM0131  NGVD 29 (??/??/92) 1653.575  (m)         5425.10   (f) ADJ UNCH    2 0
 JM0131
 JM0131.Superseded values are not recommended for survey control.
 JM0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0131.See file dsdata.txt to determine how the superseded data were derived.
 JM0131
 JM0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH129326(NAD 83)
 JM0131_MARKER: DD = SURVEY DISK
 JM0131_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JM0131_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JM0131_STAMPING: 5427
 JM0131_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0131
 JM0131  HISTORY     - Date     Condition        Report By
 JM0131  HISTORY     - UNK      MONUMENTED       USGS
 JM0131  HISTORY     - 1934     GOOD             NGS
 JM0131
 JM0131                          STATION DESCRIPTION
 JM0131
 JM0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JM0131'IN NATURITA.
 JM0131'IN THE TOWN OF, ALONG STATE HWY. 90.  AT NATURITA STORE. 40 FEET NORTH
 JM0131'OF CENTERLINE OF STATE HWY. 90.  33 FEET WEST OF CENTERLINE OF FRONT
 JM0131'ENTRANCE TO NATURITA STORE.  3 FEET WEST OF SOUTHWEST CORNER OF
 JM0131'NATURITA STORE.  IRON POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0439 ***********************************************************************
 KK0439  DESIGNATION -  5428.09
 KK0439  PID         -  KK0439
 KK0439  STATE/COUNTY-  CO/DENVER
 KK0439  USGS QUAD   -  ENGLEWOOD (1997)
 KK0439
 KK0439                         *CURRENT SURVEY CONTROL
 KK0439  ___________________________________________________________________
 KK0439* NAD 83(1986)-  39 42 39.     (N)    104 55 46.     (W)     SCALED    
 KK0439* NAVD 88     -      1655.113  (meters)    5430.15   (feet)  POSTED    
 KK0439  ___________________________________________________________________
 KK0439  GEOID HEIGHT-         -17.29  (meters)                     GEOID03
 KK0439  DYNAMIC HT  -        1653.510 (meters)    5424.89  (feet)  COMP
 KK0439  MODELED GRAV-     979,602.6   (mgal)                       NAVD 88
 KK0439
 KK0439  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0439
 KK0439.The horizontal coordinates were scaled from a topographic map and have
 KK0439.an estimated accuracy of +/- 6 seconds.
 KK0439
 KK0439.The orthometric height was determined by differential leveling
 KK0439.and adjusted by the National Geodetic Survey in 1992..
 KK0439.No vertical observational check was made to the station.
 KK0439.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0439.was located on a no-check spur therefore a value was not computed.
 KK0439
 KK0439.The geoid height was determined by GEOID03.
 KK0439
 KK0439.The dynamic height is computed by dividing the NAVD 88
 KK0439.geopotential number by the normal gravity value computed on the
 KK0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0439.degrees latitude (g = 980.6199 gals.).
 KK0439
 KK0439.The modeled gravity was interpolated from observed gravity values.
 KK0439
 KK0439;                    North         East    Units  Estimated Accuracy
 KK0439;SPC CO C     -   513,380.      963,330.      MT  (+/- 180 meters Scaled)
 KK0439
 KK0439                          SUPERSEDED SURVEY CONTROL
 KK0439
 KK0439  NGVD 29 (??/??/92) 1654.189  (m)         5427.12   (f) ADJ UNCH    1 2
 KK0439
 KK0439.Superseded values are not recommended for survey control.
 KK0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0439.See file dsdata.txt to determine how the superseded data were derived.
 KK0439
 KK0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED060956(NAD 83)
 KK0439_MARKER: DD = SURVEY DISK
 KK0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0439_STAMPING: 5428.09 1936
 KK0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0439+STABILITY: SURFACE MOTION
 KK0439
 KK0439  HISTORY     - Date     Condition        Report By
 KK0439  HISTORY     - 1936     MONUMENTED       COGS
 KK0439  HISTORY     - 1939     GOOD             NGS
 KK0439
 KK0439                          STATION DESCRIPTION
 KK0439
 KK0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0439'AT DENVER.
 KK0439'AT DENVER, DENVER COUNTY, ABOUT 0.2 MILE EAST ALONG ALAMEDA AVENUE
 KK0439'FROM THE JUNCTION OF CHERRY STREET, 18 FEET SOUTH OF THE CENTERLINE
 KK0439'OF THE AVENUE, AND 12 FEET EAST OF A FENCE CORNER.  A STATE
 KK0439'SURVEY STANDARD DISK, STAMPED 5428.09 1936 AND SET IN THE TOP OF A
 KK0439'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0402 ***********************************************************************
 JJ0402  DESIGNATION -  543
 JJ0402  PID         -  JJ0402
 JJ0402  STATE/COUNTY-  CO/BENT
 JJ0402  USGS QUAD   -  CORNELIA (1953)
 JJ0402
 JJ0402                         *CURRENT SURVEY CONTROL
 JJ0402  ___________________________________________________________________
 JJ0402* NAD 83(1986)-  38 03 24.     (N)    103 20 57.     (W)     SCALED    
 JJ0402* NAVD 88     -      1205.937  (meters)    3956.48   (feet)  ADJUSTED  
 JJ0402  ___________________________________________________________________
 JJ0402  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 JJ0402  DYNAMIC HT  -        1204.741 (meters)    3952.55  (feet)  COMP
 JJ0402  MODELED GRAV-     979,596.3   (mgal)                       NAVD 88
 JJ0402
 JJ0402  VERT ORDER  -  FIRST     CLASS II
 JJ0402
 JJ0402.The horizontal coordinates were scaled from a topographic map and have
 JJ0402.an estimated accuracy of +/- 6 seconds.
 JJ0402
 JJ0402.The orthometric height was determined by differential leveling
 JJ0402.and adjusted by the National Geodetic Survey in June 1991..
 JJ0402
 JJ0402.The geoid height was determined by GEOID03.
 JJ0402
 JJ0402.The dynamic height is computed by dividing the NAVD 88
 JJ0402.geopotential number by the normal gravity value computed on the
 JJ0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0402.degrees latitude (g = 980.6199 gals.).
 JJ0402
 JJ0402.The modeled gravity was interpolated from observed gravity values.
 JJ0402
 JJ0402;                    North         East    Units  Estimated Accuracy
 JJ0402;SPC CO S     -   461,240.    1,103,140.      MT  (+/- 180 meters Scaled)
 JJ0402
 JJ0402                          SUPERSEDED SURVEY CONTROL
 JJ0402
 JJ0402  NGVD 29 (??/??/92) 1205.310  (m)         3954.42   (f) ADJ UNCH    1 2
 JJ0402
 JJ0402.Superseded values are not recommended for survey control.
 JJ0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0402.See file dsdata.txt to determine how the superseded data were derived.
 JJ0402
 JJ0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC448133(NAD 83)
 JJ0402_MARKER: B = BOLT
 JJ0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0402+STABILITY: SURFACE MOTION
 JJ0402
 JJ0402  HISTORY     - Date     Condition        Report By
 JJ0402  HISTORY     - UNK      MONUMENTED       ATSFRR
 JJ0402  HISTORY     - 1934     GOOD             NGS
 JJ0402  HISTORY     - 1985     MARK NOT FOUND   NGS
 JJ0402
 JJ0402                          STATION DESCRIPTION
 JJ0402
 JJ0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JJ0402'7 MI W FROM LAS ANIMAS.
 JJ0402'7.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JJ0402'FROM THE STATION AT LAS ANIMAS, 35 FEET EAST OF MILEPOST 543, AND
 JJ0402'46 FEET SOUTH OF THE CENTERLINE OF THE TRACK, A BOLT, SET IN THE
 JJ0402'TOP OF A CONCRETE POST.
 JJ0402
 JJ0402                          STATION RECOVERY (1985)
 JJ0402
 JJ0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0360 ***********************************************************************
 LL0360  DESIGNATION -  5433
 LL0360  PID         -  LL0360
 LL0360  STATE/COUNTY-  CO/WELD
 LL0360  USGS QUAD   -  CHALK BLUFFS SW (1972)
 LL0360
 LL0360                         *CURRENT SURVEY CONTROL
 LL0360  ___________________________________________________________________
 LL0360* NAD 83(1986)-  40 52 12.     (N)    104 41 54.     (W)     SCALED    
 LL0360* NAVD 88     -      1656.469  (meters)    5434.60   (feet)  ADJUSTED  
 LL0360  ___________________________________________________________________
 LL0360  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 LL0360  DYNAMIC HT  -        1655.059 (meters)    5429.97  (feet)  COMP
 LL0360  MODELED GRAV-     979,715.1   (mgal)                       NAVD 88
 LL0360
 LL0360  VERT ORDER  -  SECOND    CLASS 0
 LL0360
 LL0360.The horizontal coordinates were scaled from a topographic map and have
 LL0360.an estimated accuracy of +/- 6 seconds.
 LL0360
 LL0360.The orthometric height was determined by differential leveling
 LL0360.and adjusted by the National Geodetic Survey in June 1991..
 LL0360
 LL0360.The geoid height was determined by GEOID03.
 LL0360
 LL0360.The dynamic height is computed by dividing the NAVD 88
 LL0360.geopotential number by the normal gravity value computed on the
 LL0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0360.degrees latitude (g = 980.6199 gals.).
 LL0360
 LL0360.The modeled gravity was interpolated from observed gravity values.
 LL0360
 LL0360;                    North         East    Units  Estimated Accuracy
 LL0360;SPC CO N     -   475,730.      981,980.      MT  (+/- 180 meters Scaled)
 LL0360
 LL0360                          SUPERSEDED SURVEY CONTROL
 LL0360
 LL0360  NGVD 29 (??/??/92) 1655.514  (m)         5431.47   (f) ADJ UNCH    2 0
 LL0360
 LL0360.Superseded values are not recommended for survey control.
 LL0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0360.See file dsdata.txt to determine how the superseded data were derived.
 LL0360
 LL0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF254243(NAD 83)
 LL0360_MARKER: DD = SURVEY DISK
 LL0360_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LL0360_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LL0360_STAMPING: 5433 1908
 LL0360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0360
 LL0360  HISTORY     - Date     Condition        Report By
 LL0360  HISTORY     - 1908     MONUMENTED       USGS
 LL0360  HISTORY     - 1952     GOOD             NGS
 LL0360
 LL0360                          STATION DESCRIPTION
 LL0360
 LL0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 LL0360'11.4 MI SE FROM CARR.
 LL0360'4.25 MILES EAST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 LL0360'RAILROAD STATION AT CARR, THENCE 2.0 MILES SOUTH ALONG U.S.
 LL0360'HIGHWAY 85, THENCE 5.1 MILES EAST ALONG A GRAVELED ROAD, 0.25 MILE
 LL0360'NORTHEAST OF A LONE COTTONWOOD TREE, 231 YARDS EAST OF A NORTH AND
 LL0360'SOUTH FENCE, 140 YARDS EAST OF AN IRRIGATION PUMPING STATION,
 LL0360'RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS
 LL0360'1.6 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0361 ***********************************************************************
 LL0361  DESIGNATION -  5433 RESET
 LL0361  PID         -  LL0361
 LL0361  STATE/COUNTY-  CO/WELD
 LL0361  USGS QUAD   -  CHALK BLUFFS SW (1972)
 LL0361
 LL0361                         *CURRENT SURVEY CONTROL
 LL0361  ___________________________________________________________________
 LL0361* NAD 83(1986)-  40 52 12.     (N)    104 41 54.     (W)     SCALED    
 LL0361* NAVD 88     -      1655.35   (meters)    5430.9    (feet)  RESET     
 LL0361  ___________________________________________________________________
 LL0361  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 LL0361
 LL0361  VERT ORDER  -  THIRD
 LL0361
 LL0361.The horizontal coordinates were scaled from a topographic map and have
 LL0361.an estimated accuracy of +/- 6 seconds.
 LL0361
 LL0361.The orthometric height was computed from unverified reset data.
 LL0361.No vertical observational check was made to the station.
 LL0361
 LL0361.The geoid height was determined by GEOID03.
 LL0361
 LL0361;                    North         East    Units  Estimated Accuracy
 LL0361;SPC CO N     -   475,730.      981,980.      MT  (+/- 180 meters Scaled)
 LL0361
 LL0361                          SUPERSEDED SURVEY CONTROL
 LL0361
 LL0361  NGVD 29 (??/??/??) 1654.40   (m)         5427.8    (f) RESET       3  
 LL0361
 LL0361.Superseded values are not recommended for survey control.
 LL0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0361.See file dsdata.txt to determine how the superseded data were derived.
 LL0361
 LL0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF254243(NAD 83)
 LL0361_MARKER: DD = SURVEY DISK
 LL0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0361_STAMPING: 5433 RESET 1958
 LL0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0361+STABILITY: SURFACE MOTION
 LL0361
 LL0361  HISTORY     - Date     Condition        Report By
 LL0361  HISTORY     - 1958     MONUMENTED       CODH
 LL0361
 LL0361                          STATION DESCRIPTION
 LL0361
 LL0361'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1958
 LL0361'11.4 MI SE FROM CARR.
 LL0361'4.25 MILES EAST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 LL0361'RAILROAD STATION AT CARR, THENCE 2 MILES SOUTH ALONG U.S. HIGHWAY
 LL0361'85, THENCE 5.1 MILES EAST ALONG A GRAVELED ROAD TO THE BENCH
 LL0361'MARK ON LEFT SIDE OF ROAD, 375 FEET FROM COUNTY ROAD, AND 30 FEET
 LL0361'WEST OF NORTH AND SOUTH FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0565 ***********************************************************************
 KL0565  DESIGNATION -  5434
 KL0565  PID         -  KL0565
 KL0565  STATE/COUNTY-  CO/GARFIELD
 KL0565  USGS QUAD   -  SILT (1987)
 KL0565
 KL0565                         *CURRENT SURVEY CONTROL
 KL0565  ___________________________________________________________________
 KL0565* NAD 83(1986)-  39 32 46.     (N)    107 39 24.     (W)     SCALED    
 KL0565* NAVD 88     -      1656.882  (meters)    5435.95   (feet)  ADJUSTED  
 KL0565  ___________________________________________________________________
 KL0565  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 KL0565  DYNAMIC HT  -        1655.176 (meters)    5430.36  (feet)  COMP
 KL0565  MODELED GRAV-     979,540.0   (mgal)                       NAVD 88
 KL0565
 KL0565  VERT ORDER  -  SECOND    CLASS 0
 KL0565
 KL0565.The horizontal coordinates were scaled from a topographic map and have
 KL0565.an estimated accuracy of +/- 6 seconds.
 KL0565
 KL0565.The orthometric height was determined by differential leveling
 KL0565.and adjusted by the National Geodetic Survey in June 1991..
 KL0565
 KL0565.The geoid height was determined by GEOID03.
 KL0565
 KL0565.The dynamic height is computed by dividing the NAVD 88
 KL0565.geopotential number by the normal gravity value computed on the
 KL0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0565.degrees latitude (g = 980.6199 gals.).
 KL0565
 KL0565.The modeled gravity was interpolated from observed gravity values.
 KL0565
 KL0565;                    North         East    Units  Estimated Accuracy
 KL0565;SPC CO C     -   497,140.      729,050.      MT  (+/- 180 meters Scaled)
 KL0565
 KL0565                          SUPERSEDED SURVEY CONTROL
 KL0565
 KL0565  NGVD 29 (??/??/92) 1655.677  (m)         5432.00   (f) ADJ UNCH    2 0
 KL0565
 KL0565.Superseded values are not recommended for survey control.
 KL0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0565.See file dsdata.txt to determine how the superseded data were derived.
 KL0565
 KL0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD717807(NAD 83)
 KL0565_MARKER: DD = SURVEY DISK
 KL0565_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KL0565_SP_SET: FOUNDATION
 KL0565_STAMPING: 5434
 KL0565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0565
 KL0565  HISTORY     - Date     Condition        Report By
 KL0565  HISTORY     - UNK      MONUMENTED       USGS
 KL0565  HISTORY     - 1934     GOOD             USGS
 KL0565
 KL0565                          STATION DESCRIPTION
 KL0565
 KL0565'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 KL0565'IN SILT.
 KL0565'AT THE SOUTHEAST CORNER OF THE SECTION HOUSE, AND IN THE FRONT FACE OF
 KL0565'THE FOUNDATION.  ONLY DESC. AVAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0196 ***********************************************************************
 JK0196  DESIGNATION -  5435
 JK0196  PID         -  JK0196
 JK0196  STATE/COUNTY-  CO/EL PASO
 JK0196  USGS QUAD   -  FOUNTAIN (1994)
 JK0196
 JK0196                         *CURRENT SURVEY CONTROL
 JK0196  ___________________________________________________________________
 JK0196* NAD 83(1986)-  38 38 07.     (N)    104 40 40.     (W)     SCALED    
 JK0196* NAVD 88     -      1657.200  (meters)    5437.00   (feet)  ADJUSTED  
 JK0196  ___________________________________________________________________
 JK0196  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 JK0196  DYNAMIC HT  -        1655.434 (meters)    5431.20  (feet)  COMP
 JK0196  MODELED GRAV-     979,504.3   (mgal)                       NAVD 88
 JK0196
 JK0196  VERT ORDER  -  FIRST     CLASS II
 JK0196
 JK0196.The horizontal coordinates were scaled from a topographic map and have
 JK0196.an estimated accuracy of +/- 6 seconds.
 JK0196
 JK0196.The orthometric height was determined by differential leveling
 JK0196.and adjusted by the National Geodetic Survey in June 1991..
 JK0196
 JK0196.The geoid height was determined by GEOID03.
 JK0196
 JK0196.The dynamic height is computed by dividing the NAVD 88
 JK0196.geopotential number by the normal gravity value computed on the
 JK0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0196.degrees latitude (g = 980.6199 gals.).
 JK0196
 JK0196.The modeled gravity was interpolated from observed gravity values.
 JK0196
 JK0196;                    North         East    Units  Estimated Accuracy
 JK0196;SPC CO C     -   394,150.      985,990.      MT  (+/- 180 meters Scaled)
 JK0196
 JK0196                          SUPERSEDED SURVEY CONTROL
 JK0196
 JK0196  NGVD 29 (??/??/92) 1656.210  (m)         5433.75   (f) ADJ UNCH    1 2
 JK0196
 JK0196.Superseded values are not recommended for survey control.
 JK0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0196.See file dsdata.txt to determine how the superseded data were derived.
 JK0196
 JK0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC280763(NAD 83)
 JK0196_MARKER: P = PIPE CAP
 JK0196_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JK0196_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JK0196_STAMPING: 5434.077
 JK0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK0196
 JK0196  HISTORY     - Date     Condition        Report By
 JK0196  HISTORY     - UNK      MONUMENTED       USGS
 JK0196  HISTORY     - 1954     GOOD             NGS
 JK0196  HISTORY     - 1983     MARK NOT FOUND   NGS
 JK0196
 JK0196                          STATION DESCRIPTION
 JK0196
 JK0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JK0196'3.8 MI SE FROM FOUNTAIN.
 JK0196'3.8 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0196'FROM THE STATION AT FOUNTAIN, 0.3 MILE NORTHWEST OF MILEPOST 92, 28
 JK0196'FEET SOUTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING, 25 FEET
 JK0196'SOUTHWEST OF THE SOUTHWEST RAIL, 10 FEET SOUTHEAST OF THE CENTER OF
 JK0196'A PRIVATE ROAD, 1.9 FEET SOUTHWEST OF A FENCE, 1.1 FEET NORTHWEST OF
 JK0196'A WITNESS POST, 4 FEET BELOW THE TOP OF THE RAILS, RIVETED ON THE
 JK0196'TOP OF AN IRON PIPE WHICH IS FLUSH WITH THE GROUND.
 JK0196
 JK0196                          STATION RECOVERY (1983)
 JK0196
 JK0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JK0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0411 ***********************************************************************
 JL0411  DESIGNATION -  5444.556
 JL0411  PID         -  JL0411
 JL0411  STATE/COUNTY-  CO/MONTROSE
 JL0411  USGS QUAD   -  OLATHE (1982)
 JL0411
 JL0411                         *CURRENT SURVEY CONTROL
 JL0411  ___________________________________________________________________
 JL0411* NAD 83(1986)-  38 34 01.     (N)    107 58 12.     (W)     SCALED    
 JL0411* NAVD 88     -      1660.343  (meters)    5447.31   (feet)  ADJUSTED  
 JL0411  ___________________________________________________________________
 JL0411  GEOID HEIGHT-         -16.74  (meters)                     GEOID03
 JL0411  DYNAMIC HT  -        1658.557 (meters)    5441.45  (feet)  COMP
 JL0411  MODELED GRAV-     979,494.7   (mgal)                       NAVD 88
 JL0411
 JL0411  VERT ORDER  -  FIRST     CLASS II
 JL0411
 JL0411.The horizontal coordinates were scaled from a topographic map and have
 JL0411.an estimated accuracy of +/- 6 seconds.
 JL0411
 JL0411.The orthometric height was determined by differential leveling
 JL0411.and adjusted by the National Geodetic Survey in June 1991..
 JL0411
 JL0411.The geoid height was determined by GEOID03.
 JL0411
 JL0411.The dynamic height is computed by dividing the NAVD 88
 JL0411.geopotential number by the normal gravity value computed on the
 JL0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0411.degrees latitude (g = 980.6199 gals.).
 JL0411
 JL0411.The modeled gravity was interpolated from observed gravity values.
 JL0411
 JL0411;                    North         East    Units  Estimated Accuracy
 JL0411;SPC CO S     -   518,560.      699,160.      MT  (+/- 180 meters Scaled)
 JL0411
 JL0411                          SUPERSEDED SURVEY CONTROL
 JL0411
 JL0411  NGVD 29 (??/??/92) 1659.178  (m)         5443.49   (f) ADJ UNCH    1 2
 JL0411
 JL0411.Superseded values are not recommended for survey control.
 JL0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0411.See file dsdata.txt to determine how the superseded data were derived.
 JL0411
 JL0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC412729(NAD 83)
 JL0411_MARKER: DD = SURVEY DISK
 JL0411_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JL0411_SP_SET: SHALLOW-SET PIPE
 JL0411_STAMPING: 5443.486
 JL0411_MARK LOGO: USGS  
 JL0411_PROJECTION: PROJECTING 30 CENTIMETERS
 JL0411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JL0411_ROD/PIPE-DEPTH: 3.0  meters
 JL0411
 JL0411  HISTORY     - Date     Condition        Report By
 JL0411  HISTORY     - UNK      MONUMENTED       USGS
 JL0411  HISTORY     - 1926     GOOD             NGS
 JL0411  HISTORY     - 1984     GOOD             NGS
 JL0411
 JL0411                          STATION DESCRIPTION
 JL0411
 JL0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1926
 JL0411'7.9 MI NW FROM MONTROSE.
 JL0411'7.9 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0411'FROM THE STATION AT MONTROSE, MONTROSE COUNTY, 0.4 MILE NORTHWEST OF
 JL0411'MILEPOST D 359, 71 FEET NORTH OF THE CENTER OF A ROAD CROSSING, 38
 JL0411'FEET NORTH OF THE SWITCH TO FROST SIDING, 19 FEET WEST OF THE TRACK,
 JL0411'AND 1/2 FOOT LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 JL0411'STANDARD DISK, STAMPED 5443.486 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 JL0411'IRON PIPE PROJECTING ABOUT 1-1/2 FEET ABOVE GROUND. NOTE-- AT THE TIME
 JL0411'OF THE LEVELING IN 1926, IT WAS REPORTED THAT THIS BENCH MARK HAD BEEN
 JL0411'MOVED AND RESET SINCE ITS ESTABLISHMENT IN 1909. THE DATA GIVEN ABOVE
 JL0411'APPLIES TO THE RESET POSITION.
 JL0411
 JL0411                          STATION RECOVERY (1984)
 JL0411
 JL0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0411'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  7.6 KM (4.7
 JL0411'MI) NORTHWESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH U.S.
 JL0411'HIGHWAY 550 IN MONTROSE, THENCE 0.2 KM (0.1 MI) WEST ALONG JAY JAY
 JL0411'ROAD, THENCE 4.7 KM (2.9 MI) NORTHWESTERLY ALONG THE DENVER AND RIO
 JL0411'GRANDE WESTERN RAILROAD, 23.3 M (76.4 FT) NORTHWEST OF THE CENTER OF
 JL0411'GUNN ROAD, 16.5 M (54.1 FT) NORTH OF A FENCE CORNER, 9.0 M (29.5 FT)
 JL0411'NORTHEAST OF A FENCE, AND 5.6 M (18.4 FT) SOUTHWEST OF THE NEAR RAIL.
 JL0411'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JL0411'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0452 ***********************************************************************
 HJ0452  DESIGNATION -  5467
 HJ0452  PID         -  HJ0452
 HJ0452  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0452  USGS QUAD   -  DOSS CANYON SOUTH (1984)
 HJ0452
 HJ0452                         *CURRENT SURVEY CONTROL
 HJ0452  ___________________________________________________________________
 HJ0452* NAD 83(1986)-  37 15 46.     (N)    103 51 46.     (W)     SCALED    
 HJ0452* NAVD 88     -      1667.242  (meters)    5469.94   (feet)  ADJUSTED  
 HJ0452  ___________________________________________________________________
 HJ0452  GEOID HEIGHT-         -19.95  (meters)                     GEOID03
 HJ0452  DYNAMIC HT  -        1665.336 (meters)    5463.69  (feet)  COMP
 HJ0452  MODELED GRAV-     979,428.4   (mgal)                       NAVD 88
 HJ0452
 HJ0452  VERT ORDER  -  THIRD
 HJ0452
 HJ0452.The horizontal coordinates were scaled from a topographic map and have
 HJ0452.an estimated accuracy of +/- 6 seconds.
 HJ0452
 HJ0452.The orthometric height was determined by differential leveling
 HJ0452.and adjusted by the National Geodetic Survey in August 1995..
 HJ0452
 HJ0452.The geoid height was determined by GEOID03.
 HJ0452
 HJ0452.The dynamic height is computed by dividing the NAVD 88
 HJ0452.geopotential number by the normal gravity value computed on the
 HJ0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0452.degrees latitude (g = 980.6199 gals.).
 HJ0452
 HJ0452.The modeled gravity was interpolated from observed gravity values.
 HJ0452
 HJ0452;                    North         East    Units  Estimated Accuracy
 HJ0452;SPC CO S     -   372,230.    1,059,620.      MT  (+/- 180 meters Scaled)
 HJ0452
 HJ0452                          SUPERSEDED SURVEY CONTROL
 HJ0452
 HJ0452.No superseded survey control is available for this station.
 HJ0452
 HJ0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB008246(NAD 83)
 HJ0452_MARKER: B = BOLT
 HJ0452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HJ0452_SP_SET: CENTER OF CONCRETE SLAB
 HJ0452_MARK LOGO: NONE  
 HJ0452_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HJ0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HJ0452
 HJ0452  HISTORY     - Date     Condition        Report By
 HJ0452  HISTORY     - 1970     MONUMENTED       USGS
 HJ0452
 HJ0452                          STATION DESCRIPTION
 HJ0452
 HJ0452'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HJ0452'FROM THE JUNCTION OF COLORADO STATE HIGHWAY 389 AND U.S. HIGHWAY
 HJ0452'160, PROCEED 1.8 MILE (2.9 KM) EAST ALONG U.S. HIGHWAY 160 TO A
 HJ0452'CROSSROAD INTERSECTION, THENCE PROCEED 6.9 MILES (11.1 KM) NORTHWEST
 HJ0452'ALONG A COUNTY ROAD KNOWN AS PIPELINE ROAD, AT THE NORTHWEST END OF A
 HJ0452'CATTLEGUARD, TOP OF IRON BOLT IN THE CENTER OF A CONCRETE SLAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0451 ***********************************************************************
 HJ0451  DESIGNATION -  5481
 HJ0451  PID         -  HJ0451
 HJ0451  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0451  USGS QUAD   -  DOSS CANYON SOUTH (1984)
 HJ0451
 HJ0451                         *CURRENT SURVEY CONTROL
 HJ0451  ___________________________________________________________________
 HJ0451* NAD 83(1986)-  37 15 21.     (N)    103 51 35.     (W)     SCALED    
 HJ0451* NAVD 88     -      1671.343  (meters)    5483.40   (feet)  ADJUSTED  
 HJ0451  ___________________________________________________________________
 HJ0451  GEOID HEIGHT-         -19.94  (meters)                     GEOID03
 HJ0451  DYNAMIC HT  -        1669.429 (meters)    5477.12  (feet)  COMP
 HJ0451  MODELED GRAV-     979,426.3   (mgal)                       NAVD 88
 HJ0451
 HJ0451  VERT ORDER  -  THIRD
 HJ0451
 HJ0451.The horizontal coordinates were scaled from a topographic map and have
 HJ0451.an estimated accuracy of +/- 6 seconds.
 HJ0451
 HJ0451.The orthometric height was determined by differential leveling
 HJ0451.and adjusted by the National Geodetic Survey in August 1995..
 HJ0451
 HJ0451.The geoid height was determined by GEOID03.
 HJ0451
 HJ0451.The dynamic height is computed by dividing the NAVD 88
 HJ0451.geopotential number by the normal gravity value computed on the
 HJ0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0451.degrees latitude (g = 980.6199 gals.).
 HJ0451
 HJ0451.The modeled gravity was interpolated from observed gravity values.
 HJ0451
 HJ0451;                    North         East    Units  Estimated Accuracy
 HJ0451;SPC CO S     -   371,470.    1,059,910.      MT  (+/- 180 meters Scaled)
 HJ0451
 HJ0451                          SUPERSEDED SURVEY CONTROL
 HJ0451
 HJ0451.No superseded survey control is available for this station.
 HJ0451
 HJ0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB011238(NAD 83)
 HJ0451_MARKER: I = METAL ROD
 HJ0451_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HJ0451+WITH SETTING: INFORMATION.
 HJ0451_SP_SET: METAL ROD DRIVEN INTO GROUND
 HJ0451_MARK LOGO: NONE  
 HJ0451_MAGNETIC: I = MARKER IS A STEEL ROD
 HJ0451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HJ0451
 HJ0451  HISTORY     - Date     Condition        Report By
 HJ0451  HISTORY     - 1970     MONUMENTED       USGS
 HJ0451
 HJ0451                          STATION DESCRIPTION
 HJ0451
 HJ0451'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HJ0451'FROM THE JUNCTION OF COLORADO STATE HIGHWAY 389 AND U.S. HIGHWAY
 HJ0451'160, PROCEED 1.8 MILE (2.9 KM) EAST ALONG U.S. HIGHWAY 160 TO A
 HJ0451'CROSSROAD INTERSECTION, THENCE PROCEED 6.4 MILES (10.3 KM) NORTH
 HJ0451'ALONG A COUNTY ROAD KNOWN AS PIPELINE ROAD, 44 FEET (13.4 M)
 HJ0451'NORTHEAST OF THE ROAD, 18 FEET (5.5 M) NORTHWEST OF A TELEPHONE POLE,
 HJ0451'TOP OF A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0327 ***********************************************************************
 KK0327  DESIGNATION -  5484=F 2
 KK0327  PID         -  KK0327
 KK0327  STATE/COUNTY-  CO/ADAMS
 KK0327  USGS QUAD   -  COAL CREEK (1994)
 KK0327
 KK0327                         *CURRENT SURVEY CONTROL
 KK0327  ___________________________________________________________________
 KK0327* NAD 83(1986)-  39 44 57.     (N)    104 43 14.     (W)     SCALED    
 KK0327* NAVD 88     -      1673.206  (meters)    5489.51   (feet)  POSTED    
 KK0327  ___________________________________________________________________
 KK0327  GEOID HEIGHT-         -17.81  (meters)                     GEOID03
 KK0327  DYNAMIC HT  -        1671.610 (meters)    5484.27  (feet)  COMP
 KK0327  MODELED GRAV-     979,612.5   (mgal)                       NAVD 88
 KK0327
 KK0327  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 KK0327
 KK0327.The horizontal coordinates were scaled from a topographic map and have
 KK0327.an estimated accuracy of +/- 6 seconds.
 KK0327
 KK0327.The orthometric height was determined by differential leveling
 KK0327.and adjusted by the National Geodetic Survey in 1992..
 KK0327.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 KK0327.rate of 3.1 thru 4.0 mm/km.
 KK0327
 KK0327.The geoid height was determined by GEOID03.
 KK0327
 KK0327.The dynamic height is computed by dividing the NAVD 88
 KK0327.geopotential number by the normal gravity value computed on the
 KK0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0327.degrees latitude (g = 980.6199 gals.).
 KK0327
 KK0327.The modeled gravity was interpolated from observed gravity values.
 KK0327
 KK0327;                    North         East    Units  Estimated Accuracy
 KK0327;SPC CO N     -   351,260.      981,200.      MT  (+/- 180 meters Scaled)
 KK0327
 KK0327                          SUPERSEDED SURVEY CONTROL
 KK0327
 KK0327  NGVD 29 (??/??/92) 1672.290  (m)         5486.50   (f) ADJ UNCH    1 2
 KK0327
 KK0327.Superseded values are not recommended for survey control.
 KK0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0327.See file dsdata.txt to determine how the superseded data were derived.
 KK0327
 KK0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED239999(NAD 83)
 KK0327_MARKER: P = PIPE CAP
 KK0327_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KK0327_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KK0327_STAMPING: 5484 DENVER
 KK0327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0327
 KK0327  HISTORY     - Date     Condition        Report By
 KK0327  HISTORY     - UNK      MONUMENTED       USGS
 KK0327  HISTORY     - 1939     GOOD             NGS
 KK0327
 KK0327                          STATION DESCRIPTION
 KK0327
 KK0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0327'6.3 MI W FROM WATKINS.
 KK0327'6.3 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KK0327'AT WATKINS, ADAMS COUNTY, ABOUT 6 MILES EAST OF THE STATION AT
 KK0327'SABLE, IN SECTION 36, T 3 S, R 66 W, ABOUT 675 FEET EAST OF THE
 KK0327'STATION SIGN AT MESA, 60 FEET EAST OF THE EAST END OF WOODEN
 KK0327'BRIDGE 624.70, 55 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 2.2
 KK0327'FEET NORTHEAST OF A FENCE, 4 FEET WEST OF A WHITE WOODEN
 KK0327'WITNESS POST, AND ABOUT 7 FEET LOWER THAN THE TRACK.  A UNITED
 KK0327'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 5484 DENVER AND
 KK0327'RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 10 INCHES
 KK0327'ABOVE GROUND. NOTE-- THIS MARK WAS PREVIOUSLY PUBLISHED AND
 KK0327'DESIGNATED AS 5484 (USGS)= F 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0642 ***********************************************************************
 LL0642  DESIGNATION -  5493
 LL0642  PID         -  LL0642
 LL0642  STATE/COUNTY-  CO/BOULDER
 LL0642  USGS QUAD   -  LYONS (1978)
 LL0642
 LL0642                         *CURRENT SURVEY CONTROL
 LL0642  ___________________________________________________________________
 LL0642* NAD 83(1986)-  40 12 11.     (N)    105 17 33.     (W)     SCALED    
 LL0642* NAVD 88     -      1674.677  (meters)    5494.34   (feet)  ADJUSTED  
 LL0642  ___________________________________________________________________
 LL0642  GEOID HEIGHT-         -15.16  (meters)                     GEOID03
 LL0642  DYNAMIC HT  -        1673.100 (meters)    5489.16  (feet)  COMP
 LL0642  MODELED GRAV-     979,625.6   (mgal)                       NAVD 88
 LL0642
 LL0642  VERT ORDER  -  SECOND    CLASS 0
 LL0642
 LL0642.The horizontal coordinates were scaled from a topographic map and have
 LL0642.an estimated accuracy of +/- 6 seconds.
 LL0642
 LL0642.The orthometric height was determined by differential leveling
 LL0642.and adjusted by the National Geodetic Survey in June 1991..
 LL0642
 LL0642.The geoid height was determined by GEOID03.
 LL0642
 LL0642.The dynamic height is computed by dividing the NAVD 88
 LL0642.geopotential number by the normal gravity value computed on the
 LL0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0642.degrees latitude (g = 980.6199 gals.).
 LL0642
 LL0642.The modeled gravity was interpolated from observed gravity values.
 LL0642
 LL0642;                    North         East    Units  Estimated Accuracy
 LL0642;SPC CO N     -   401,390.      932,070.      MT  (+/- 180 meters Scaled)
 LL0642
 LL0642                          SUPERSEDED SURVEY CONTROL
 LL0642
 LL0642  NGVD 29 (??/??/92) 1673.600  (m)         5490.80   (f) ADJ UNCH    2 0
 LL0642
 LL0642.Superseded values are not recommended for survey control.
 LL0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0642.See file dsdata.txt to determine how the superseded data were derived.
 LL0642
 LL0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE751503(NAD 83)
 LL0642_MARKER: DD = SURVEY DISK
 LL0642_SETTING: 66 = SET IN ROCK OUTCROP
 LL0642_SP_SET: CLIFF
 LL0642_STAMPING: 5493
 LL0642_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL0642+STABILITY: POSITION/ELEVATION WELL
 LL0642
 LL0642  HISTORY     - Date     Condition        Report By
 LL0642  HISTORY     - UNK      MONUMENTED       USGS
 LL0642  HISTORY     - 1951     GOOD             NGS
 LL0642  HISTORY     - 1983     GOOD             NGS
 LL0642
 LL0642                          STATION DESCRIPTION
 LL0642
 LL0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LL0642'2.5 MI SW FROM LYONS.
 LL0642'2.5 MILES SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT
 LL0642'LYONS, 39 FEET NORTHEAST OF A RETAINING WALL WHICH IS ON THE
 LL0642'NORTHEAST BANK OF ST. VRAIN CREEK, 22 FEET NORTHEAST OF THE
 LL0642'CENTER LINE OF THE HIGHWAY, SET VERTICALLY IN THE SOUTHWEST FACE
 LL0642'OF A LARGE ROCK CLIFF.
 LL0642
 LL0642                          STATION RECOVERY (1983)
 LL0642
 LL0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0642'A NEW DESC: FROM THE CITY HALL IN LYONS, GO SOUTH ON STATE HIGHWAY 7
 LL0642'FOR 0.7 KM (0.45 MI) TO A FORK, THE JUNCTION OF OLD SOUTH ROAD AND
 LL0642'HIGHWAY 7. TAKE LEFT FORK, OLD SOUTH ROAD, SOUTHWESTERLY, FOR 2.6 KM
 LL0642'(1.65 MI) TO A SIGN---ANDESITE ROCK CO---, AND A GATE. PASS THROUGH
 LL0642'THE GATE AND CONTINUE FOR 0.4 KM (0.25 MI) TO THE BENCH MARK ON THE
 LL0642'LEFT. IT IS 13.1 M (43 FT) EAST FROM THE EDGE OF THE CREEK CLOSEST TO
 LL0642'THE ROAD AND 5.5 M (18 FT) EAST FROM THE CENTER OF A DIRT ROAD
 LL0642'LEADING TO THE QUARRY. THE BENCH MARK IS SET VERTICALLY AT THE BASE
 LL0642'OF THE ROADCUT AT GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1869 ***********************************************************************
 KK1869  DESIGNATION -  55
 KK1869  PID         -  KK1869
 KK1869  STATE/COUNTY-  CO/JEFFERSON
 KK1869  USGS QUAD   -  EVERGREEN (1994)
 KK1869
 KK1869                         *CURRENT SURVEY CONTROL
 KK1869  ___________________________________________________________________
 KK1869* NAD 83(1992)-  39 41 32.39491(N)    105 19 43.27980(W)     ADJUSTED  
 KK1869* NAVD 88     -      2437.7    (meters)    7998.     (feet)  VERTCON   
 KK1869  ___________________________________________________________________
 KK1869  LAPLACE CORR-         -16.66  (seconds)                    DEFLEC99
 KK1869  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 KK1869
 KK1869  HORZ ORDER  -  SECOND
 KK1869
 KK1869.The horizontal coordinates were established by classical geodetic methods
 KK1869.and adjusted by the National Geodetic Survey in January 1993..
 KK1869
 KK1869.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1869
 KK1869.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1869
 KK1869.The geoid height was determined by GEOID03.
 KK1869
 KK1869;                    North         East     Units Scale Factor Converg.
 KK1869;SPC CO C     -   511,183.042   929,096.025   MT  0.99998910   +0 06 29.0
 KK1869;SPC CO C     - 1,677,106.36  3,048,209.21   sFT  0.99998910   +0 06 29.0
 KK1869;UTM  13      - 4,393,661.608   471,817.677   MT  0.99960978   -0 12 35.7
 KK1869
 KK1869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1869!SPC CO C     -   0.99961996  x   0.99998910  =   0.99960907
 KK1869!UTM  13      -   0.99961996  x   0.99960978  =   0.99922989
 KK1869
 KK1869:                Primary Azimuth Mark                     Grid Az
 KK1869:SPC CO C     -  GENESEE                                  068 28 41.3
 KK1869:UTM  13      -  GENESEE                                  068 47 46.0
 KK1869
 KK1869|---------------------------------------------------------------------|
 KK1869| PID    Reference Object                     Distance      Geod. Az  |
 KK1869|                                                           dddmmss.s |
 KK1869| KK1865 GENESEE                             APPROX. 3.2 KM 0683510.3 |
 KK1869| CP7138 55 RM 1                               8.988 METERS 11213     |
 KK1869| CP7139 55 RM 2                              12.252 METERS 26134     |
 KK1869|---------------------------------------------------------------------|
 KK1869
 KK1869                          SUPERSEDED SURVEY CONTROL
 KK1869
 KK1869  NAD 83(1986)-  39 41 32.39209(N)    105 19 43.27917(W) AD(       ) 2
 KK1869  NAD 27      -  39 41 32.43296(N)    105 19 41.30805(W) AD(       ) 2
 KK1869  NGVD 29 (07/19/86) 2436.6    (m)         7994.     (f) VERT ANG       
 KK1869
 KK1869.Superseded values are not recommended for survey control.
 KK1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1869.See file dsdata.txt to determine how the superseded data were derived.
 KK1869
 KK1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7181893662(NAD 83)
 KK1869_MARKER: DD = SURVEY DISK
 KK1869_SETTING: 66 = SET IN ROCK OUTCROP
 KK1869
 KK1869  HISTORY     - Date     Condition        Report By
 KK1869  HISTORY     - 1977     MONUMENTED       CO-059
 KK1869
 KK1869                          STATION DESCRIPTION
 KK1869
 KK1869'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1869'THE STATION IS LOCATED 1/2 MILE SOUTH OF THE VILLAGE OF EL
 KK1869'RANCHO AND INTERSTATE HIGHWAY 70, NEAR THE NORTHWEST CORNER
 KK1869'OF SECTION 22, T 4 S, R 71 W.
 KK1869'
 KK1869'TO REACH THE STATION FROM EL RANCHO JUNCTION FROM INTERSTATE
 KK1869'HIGHWAY 70, GO SOUTH 0.6 MILE ON COUNTY ROAD 74 TO A STEEP
 KK1869'DIRT ROAD ON THE LEFT.  TURN LEFT AND GO PAST THE SECOND HOUSE
 KK1869'ON THE HILL TO A 4-WAY INTERSECTION.  BEAR RIGHT FOR 0.6 MILE
 KK1869'TO A HORSESHOE BEND TO THE LEFT.  BEGIN THE 20 MINUTE PACK EAST
 KK1869'TO A LONE TREE ON THE SECOND HILL ALONG THE RIDGE LINE.
 KK1869'
 KK1869'THE STATION MARK STAMPED---55 JCMD 1977---, IS A 3-INCH BRONZE
 KK1869'DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP IN THE
 KK1869'HIGHEST POINT SEVERAL FEET SOUTHEAST OF THE LONE TREE.
 KK1869'
 KK1869'REFERENCE MARK 1, STAMPED---55 JCMD RM 1 1977---, IS A 3-INCH
 KK1869'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP
 KK1869'ABOUT 20 FEET SOUTH OF THE LONE TREE.
 KK1869'
 KK1869'REFERENCE MARK 2, STAMPED---55 JCMD RM 2 1977---, IS A 3-INCH
 KK1869'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP
 KK1869'ABOUT 50 FEET SOUTHEAST OF THE LONE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0342 ***********************************************************************
 LM0342  DESIGNATION -  55 A
 LM0342  PID         -  LM0342
 LM0342  STATE/COUNTY-  CO/MOFFAT
 LM0342  USGS QUAD   -  FLY CREEK (1973)
 LM0342
 LM0342                         *CURRENT SURVEY CONTROL
 LM0342  ___________________________________________________________________
 LM0342* NAD 83(1986)-  40 59 33.     (N)    107 19 55.     (W)     SCALED    
 LM0342* NAVD 88     -      2008.958  (meters)    6591.06   (feet)  ADJUSTED  
 LM0342  ___________________________________________________________________
 LM0342  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 LM0342  DYNAMIC HT  -        2007.090 (meters)    6584.93  (feet)  COMP
 LM0342  MODELED GRAV-     979,622.9   (mgal)                       NAVD 88
 LM0342
 LM0342  VERT ORDER  -  SECOND    CLASS 0
 LM0342
 LM0342.The horizontal coordinates were scaled from a topographic map and have
 LM0342.an estimated accuracy of +/- 6 seconds.
 LM0342
 LM0342.The orthometric height was determined by differential leveling
 LM0342.and adjusted by the National Geodetic Survey in June 1991..
 LM0342
 LM0342.The geoid height was determined by GEOID03.
 LM0342
 LM0342.The dynamic height is computed by dividing the NAVD 88
 LM0342.geopotential number by the normal gravity value computed on the
 LM0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0342.degrees latitude (g = 980.6199 gals.).
 LM0342
 LM0342.The modeled gravity was interpolated from observed gravity values.
 LM0342
 LM0342;                    North         East    Units  Estimated Accuracy
 LM0342;SPC CO N     -   490,620.      760,260.      MT  (+/- 180 meters Scaled)
 LM0342
 LM0342                          SUPERSEDED SURVEY CONTROL
 LM0342
 LM0342  NGVD 29 (??/??/92) 2007.725  (m)         6587.01   (f) ADJ UNCH    2 0
 LM0342
 LM0342.Superseded values are not recommended for survey control.
 LM0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0342.See file dsdata.txt to determine how the superseded data were derived.
 LM0342
 LM0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF038405(NAD 83)
 LM0342_MARKER: DD = SURVEY DISK
 LM0342_SETTING: 66 = SET IN ROCK OUTCROP
 LM0342_SP_SET: ROCK
 LM0342_STAMPING: 55 A 1931
 LM0342_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LM0342+STABILITY: POSITION/ELEVATION WELL
 LM0342
 LM0342  HISTORY     - Date     Condition        Report By
 LM0342  HISTORY     - 1931     MONUMENTED       USGS
 LM0342  HISTORY     - 1934     POOR             NGS
 LM0342
 LM0342                          STATION DESCRIPTION
 LM0342
 LM0342'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 LM0342'2.2 MI E FROM SLATER.
 LM0342'2.2 MILES EAST ALONG THE BATTLE CREEK ROAD FROM SLATER.  MOFFAT CO.,
 LM0342'0.3 MILE EAST OF THE EHERET RANCH HOUSE, AT THE WEST BANK OF A GULCH.
 LM0342'IN THE EXTREME NORTHEAST END OF A ROCK PROJECTING, 30 FEET SOUTH OF
 LM0342'THE CENTERLINE OF THE ROAD, AND 5.5 FEET HIGHER THAN THE ROAD. STAMPED
 LM0342'55 A 1931.
 LM0342
 LM0342                          STATION RECOVERY (1934)
 LM0342
 LM0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 LM0342'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0053 ***********************************************************************
 HK0053  DESIGNATION -  5512
 HK0053  PID         -  HK0053
 HK0053  STATE/COUNTY-  CO/LAS ANIMAS
 HK0053  USGS QUAD   -  TYRONE (1993)
 HK0053
 HK0053                         *CURRENT SURVEY CONTROL
 HK0053  ___________________________________________________________________
 HK0053* NAD 83(1986)-  37 24 09.     (N)    104 13 54.     (W)     SCALED    
 HK0053* NAVD 88     -      1681.977  (meters)    5518.29   (feet)  ADJUSTED  
 HK0053  ___________________________________________________________________
 HK0053  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 HK0053  DYNAMIC HT  -        1680.022 (meters)    5511.87  (feet)  COMP
 HK0053  MODELED GRAV-     979,408.8   (mgal)                       NAVD 88
 HK0053
 HK0053  VERT ORDER  -  SECOND    CLASS 0
 HK0053
 HK0053.The horizontal coordinates were scaled from a topographic map and have
 HK0053.an estimated accuracy of +/- 6 seconds.
 HK0053
 HK0053.The orthometric height was determined by differential leveling
 HK0053.and adjusted by the National Geodetic Survey in June 1991..
 HK0053
 HK0053.The geoid height was determined by GEOID03.
 HK0053
 HK0053.The dynamic height is computed by dividing the NAVD 88
 HK0053.geopotential number by the normal gravity value computed on the
 HK0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0053.degrees latitude (g = 980.6199 gals.).
 HK0053
 HK0053.The modeled gravity was interpolated from observed gravity values.
 HK0053
 HK0053;                    North         East    Units  Estimated Accuracy
 HK0053;SPC CO S     -   387,230.    1,026,690.      MT  (+/- 180 meters Scaled)
 HK0053
 HK0053                          SUPERSEDED SURVEY CONTROL
 HK0053
 HK0053  NGVD 29 (??/??/92) 1681.068  (m)         5515.30   (f) ADJ UNCH    2 0
 HK0053
 HK0053.Superseded values are not recommended for survey control.
 HK0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0053.See file dsdata.txt to determine how the superseded data were derived.
 HK0053
 HK0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB680398(NAD 83)
 HK0053_MARKER: DD = SURVEY DISK
 HK0053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HK0053_SP_SET: BRIDGE
 HK0053_STAMPING: 5512
 HK0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0053
 HK0053  HISTORY     - Date     Condition        Report By
 HK0053  HISTORY     - UNK      MONUMENTED       USGS
 HK0053  HISTORY     - 1934     GOOD             NGS
 HK0053  HISTORY     - 1985     MARK NOT FOUND   DOD
 HK0053
 HK0053                          STATION DESCRIPTION
 HK0053
 HK0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HK0053'2.1 MI NE FROM MODEL.
 HK0053'ABOUT 2.1 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA
 HK0053'FE RAILWAY FROM THE STATION AT MODEL, LAS ANIMAS COUNTY, AT
 HK0053'BRIDGE 612 A, IN THE TOP OF THE CENTER OF A CONCRETE HEAD WALL,
 HK0053'AND 10 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK.  A UNITED
 HK0053'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5512.
 HK0053
 HK0053                          STATION RECOVERY (1985)
 HK0053
 HK0053'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1985
 HK0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0320 ***********************************************************************
 KK0320  DESIGNATION -  5513=G 2
 KK0320  PID         -  KK0320
 KK0320  STATE/COUNTY-  CO/ADAMS
 KK0320  USGS QUAD   -  WATKINS (1978)
 KK0320
 KK0320                         *CURRENT SURVEY CONTROL
 KK0320  ___________________________________________________________________
 KK0320* NAD 83(1992)-  39 44 47.13549(N)    104 36 10.74764(W)     ADJUSTED  
 KK0320* NAVD 88     -      1682.027  (meters)    5518.45   (feet)  ADJUSTED  
 KK0320  ___________________________________________________________________
 KK0320  X           -  -1,238,421.651 (meters)                     COMP
 KK0320  Y           -  -4,753,358.560 (meters)                     COMP
 KK0320  Z           -   4,057,441.718 (meters)                     COMP
 KK0320  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 KK0320  ELLIP HEIGHT-        1664.03  (meters)          (10/21/02) GPS OBS
 KK0320  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 KK0320  DYNAMIC HT  -        1680.432 (meters)    5513.22  (feet)  COMP
 KK0320  MODELED GRAV-     979,618.5   (mgal)                       NAVD 88
 KK0320
 KK0320  HORZ ORDER  -  FIRST
 KK0320  VERT ORDER  -  FIRST     CLASS II
 KK0320  ELLP ORDER  -  FIFTH     CLASS I
 KK0320
 KK0320.The horizontal coordinates were established by GPS observations
 KK0320.and adjusted by the National Geodetic Survey in June 2000..
 KK0320
 KK0320.The orthometric height was determined by differential leveling
 KK0320.and adjusted by the National Geodetic Survey in June 1991..
 KK0320
 KK0320.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK0320
 KK0320.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK0320
 KK0320.The ellipsoidal height was determined by GPS observations
 KK0320.and is referenced to NAD 83.
 KK0320
 KK0320.The geoid height was determined by GEOID03.
 KK0320
 KK0320.The dynamic height is computed by dividing the NAVD 88
 KK0320.geopotential number by the normal gravity value computed on the
 KK0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0320.degrees latitude (g = 980.6199 gals.).
 KK0320
 KK0320.The modeled gravity was interpolated from observed gravity values.
 KK0320
 KK0320;                    North         East     Units Scale Factor Converg.
 KK0320;SPC CO N     -   351,055.092   991,282.275   MT  0.99999533   +0 34 46.5
 KK0320;SPC CO N     - 1,151,753.25  3,252,231.93   sFT  0.99999533   +0 34 46.5
 KK0320;SPC CO C     -   517,554.798   991,282.642   MT  0.99999930   +0 33 56.7
 KK0320;SPC CO C     - 1,698,011.03  3,252,233.13   sFT  0.99999930   +0 33 56.7
 KK0320;UTM  13      - 4,399,689.010   534,014.113   MT  0.99961424   +0 15 13.9
 KK0320
 KK0320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK0320!SPC CO N     -   0.99973901  x   0.99999533  =   0.99973434
 KK0320!SPC CO C     -   0.99973901  x   0.99999930  =   0.99973831
 KK0320!UTM  13      -   0.99973901  x   0.99961424  =   0.99935335
 KK0320
 KK0320                          SUPERSEDED SURVEY CONTROL
 KK0320
 KK0320  ELLIP H (06/30/00) 1664.05   (m)                       GP(       ) 1 1
 KK0320  NAD 83(1992)-  39 44 47.13711(N)    104 36 10.75051(W) AD(       ) 2
 KK0320  NAD 83(1986)-  39 44 47.13109(N)    104 36 10.74892(W) AD(       ) 2
 KK0320  NAD 27      -  39 44 47.18000(N)    104 36 08.86000(W) AD(       ) 2
 KK0320  NAVD 88 (06/30/00) 1682.03   (m)         5518.5    (f) LEVELING    3  
 KK0320  NGVD 29 (??/??/92) 1681.088  (m)         5515.37   (f) ADJ UNCH    1 2
 KK0320
 KK0320.Superseded values are not recommended for survey control.
 KK0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0320.See file dsdata.txt to determine how the superseded data were derived.
 KK0320
 KK0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED3401499689(NAD 83)
 KK0320_MARKER: DD = SURVEY DISK
 KK0320_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KK0320_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KK0320_STAMPING: 5513 DENVER
 KK0320_MARK LOGO: USGS  
 KK0320_PROJECTION: PROJECTING 10 CENTIMETERS
 KK0320_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0320+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2000
 KK0320
 KK0320  HISTORY     - Date     Condition        Report By
 KK0320  HISTORY     - 1912     MONUMENTED       USGS
 KK0320  HISTORY     - 1939     GOOD             NGS
 KK0320  HISTORY     - 1982     GOOD             NGS
 KK0320  HISTORY     - 19820621 GOOD             NGS
 KK0320  HISTORY     - 19990401 GOOD             MSAM
 KK0320  HISTORY     - 20000301 GOOD             ZYLSTR
 KK0320
 KK0320                          STATION DESCRIPTION
 KK0320
 KK0320'DESCRIBED BY US GEOLOGICAL SURVEY 1912
 KK0320'FROM STA., WATKINS ASTRO., ON THE UNION PACIFIC RAILROAD RIGHT
 KK0320'OF WAY AT WATKINS, 35.2 METERS SOUTH OF THE MAIN-LINE TRACK ON
 KK0320'THE NORTH SIDE OF THE WATKINS-DENVER WAGON ROAD.
 KK0320'A UNITED
 KK0320'STATES GEOLOGICAL SURVEY IRON-PIPE BENCH MARK (U.S. COAST
 KK0320'AND GEODETIC SURVEY BENCH MARK G2) IS 266.017 METERS (872.76
 KK0320'FEET), DISTANT N 64 DEG 16 MIN E.
 KK0320
 KK0320                          STATION RECOVERY (1939)
 KK0320
 KK0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1939
 KK0320'AT WATKINS.
 KK0320'AT WATKINS, ADAMS COUNTY, ON THE UNION PACIFIC RAILROAD, 0.1 MILE
 KK0320'EAST OF THE STATION, 0.1 MILE EAST OF TOOL HOUSE 673, IN SECTION
 KK0320'36, T 3 S,R 65 W, ABOUT 220 FEET NORTH OF THE MAIN TRACK, 18
 KK0320'FEET NORTH OF AN EAST-AND-WEST ROAD, 4 FEET WEST OF AN OLD
 KK0320'NORTH-AND-SOUTH ROAD, 10 FEET WEST OF A FENCE CORNER, 4 FEET WEST
 KK0320'OF A FENCE, 4 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT
 KK0320'7 FEET LOWER THAN THE MAIN TRACK.  A UNITED STATES GEOLOGICAL
 KK0320'SURVEY STANDARD CAP, STAMPED 5513 DENVER AND RIVETED ON TOP OF A
 KK0320'3 1/2-INCH IRON PIPE PROJECTING 8 INCHES ABOVE GROUND.  NOTE--
 KK0320'THIS MARK WAS PREVIOUSLY PUBLISHED AND DESIGNATED AS 5513 (USGS)=
 KK0320'G 2.
 KK0320
 KK0320                          STATION RECOVERY (1982)
 KK0320
 KK0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0320'RECOVERED IN GOOD CONDITION.
 KK0320
 KK0320                          STATION RECOVERY (1982)
 KK0320
 KK0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 KK0320'THE STATION IS LOCATED IN THE NORTHEAST SIDE OF THE TOWN OF WATKINS
 KK0320'ADAMS COUNTY ON LAND OWNED BY THE UNION PACIFIC RAILROAD AS
 KK0320'RIGHT-OF-WAY.  TO REACH THE STATION FROM THE WATKINS EXIT ON
 KK0320'INTERSTATE 70 EAST OF DENVER GO TO THE CENTER OF THE OVERPASS AND
 KK0320'PROCEED NORTH ON THE ROAD TO WATKINS FOR 0.5 KM (0.30 MI) TO A T-ROAD
 KK0320'INTERSECTION STATE HIGHWAY 86.  TURN LEFT WEST FOR 0.5 KM (0.30 MI) TO
 KK0320'AN INTERSECTION OF THE HIGHWAY AND A DIRT ROAD.  TURN RIGHT FOR 0.2 KM
 KK0320'(0.10 MI) TO A CROSSING OF RAILROAD TRACKS. CONTINUE OVER THE TRACKS
 KK0320'NORTH FOR 0.1 KM (0.05 MI) TO A JUNCTION OF DIRT ROADS AND THE
 KK0320'SOUTHWEST SIDE OF SCHOOL DISTRICT NO 33.  TURN RIGHT EAST FOR 0.4 KM
 KK0320'(0.25 MI) TO WHERE THE ROAD TURNS NORTH AND A SIDE ROAD RIGHT GOING
 KK0320'SOUTH.  TURN RIGHT SOUTH FOR 15.2 M (49.9 FT) TO THE BENCH MARK ON THE
 KK0320'LEFT. THE STATION IS A STANDARD DISK STAMPED--5513 DENVER--, SET INTO
 KK0320'THE TOP OF A METAL PIPE 3.5-IN (8.4 CM) IN DIAMETER PROJECTING 4-IN
 KK0320'(9.6 CM) ABOVE THE GROUND.  IT IS LOCATED 35.0 M (114.8 FT) SOUTHEAST
 KK0320'FROM THE CENTER OF A CURVE IN DIRT ROAD 8.5 KM (5.30 MI) NORTH FROM
 KK0320'THE CENTER OF THE DIRT RAILROAD RIGHT-OF-WAY ROAD 3.4 M (11.2 FT)
 KK0320'SOUTH-SOUTHWEST FROM A TELEPHONE POLE 1.5 M (4.9 FT) WEST FROM A FENCE
 KK0320'CORNER AND 0.4 M (1.3 FT) NORTH FROM A METAL WITNESS POST WITH SIGN
 KK0320
 KK0320                          STATION RECOVERY (1999)
 KK0320
 KK0320'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 KK0320'THE STATION IS LOCATED IN WATKINS, COLORADO.  OWNERSHIP--COUNTY ROAD
 KK0320'RIGHT OF WAY
 KK0320'TO REACH THE STATION FROM THE I-70 OVERPASS AT EXIT 295 (WATKINS EXIT)
 KK0320'GO NORTH ON WATKINS ROAD FOR 0.25 MI (0.40 KM) TO AN INTERSECTION.
 KK0320'TURN LEFT, WEST, ON EAST COLFAX AVEUNE FOR 0.3 MI (0.5 KM) TO A
 KK0320'INTERSECTION.  TURN RIGHT, NORTH, ON DENVER STREET FOR 0.1 MI (0.2 KM)
 KK0320'TO AN INTERSECTION.  TURN RIGHT, EAST, ON EAST FRONT STREET FOR 0.2 MI
 KK0320'(0.3 KM) TO AN INTERSECTION.  TURN RIGHT, SOUTH, ON WATKINS ROAD FOR
 KK0320'0.01 MI (0.02 KM) TO THE STATION ON THE LEFT
 KK0320'THE MARK IS A USGS BENCHMARK SET ON THE TOP OF A 3-1/2 INCH PIPE
 KK0320'PROJECTING 10 CM ABOVE THE GROUND.  IT IS 22.9 M (75.1 FT) SOUTH FROM
 KK0320'THE EXTENDED CENTER OF EAST FRONT STREET, 22.8 M (74.8 FT) NORTH FROM
 KK0320'A FENCE CORNER WITH AN ADDRESS SIGN--2030--, 7.3 M (24.0 FT) EAST FROM
 KK0320'THE CENTER OF WATKINS ROAD, 3.4 M (11.2 FT) SOUTH FROM A POWER POLE
 KK0320'NUMBER 32901, 1.0 M (3.3 FT) NORTH-NORTHWEST FROM A FIBER OPTIC CABLE
 KK0320'POST NUMBER 61814, 0.35 M (1.15 FT) NORTH FROM A METAL WITNESS POST
 KK0320'AND 0.010 M (0.033 FT) WEST FROM A FIBERGLASS WITNESS POST AND
 KK0320'RIGHT-OF-WAY FENCE.
 KK0320
 KK0320                          STATION RECOVERY (2000)
 KK0320
 KK0320'RECOVERY NOTE BY ZYLSTRA-BAKER SURVEYING INCORPORATED 2000 (LD)
 KK0320'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1408 ***********************************************************************
 KK1408  DESIGNATION -  5515.94
 KK1408  PID         -  KK1408
 KK1408  STATE/COUNTY-  CO/ADAMS
 KK1408  USGS QUAD   -  LAFAYETTE (1994)
 KK1408
 KK1408                         *CURRENT SURVEY CONTROL
 KK1408  ___________________________________________________________________
 KK1408* NAD 83(1986)-  39 53 07.     (N)    105 00 55.     (W)     SCALED    
 KK1408* NAVD 88     -      1681.991  (meters)    5518.33   (feet)  ADJUSTED  
 KK1408  ___________________________________________________________________
 KK1408  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 KK1408  DYNAMIC HT  -        1680.378 (meters)    5513.04  (feet)  COMP
 KK1408  MODELED GRAV-     979,608.6   (mgal)                       NAVD 88
 KK1408
 KK1408  VERT ORDER  -  FIRST     CLASS II
 KK1408
 KK1408.The horizontal coordinates were scaled from a topographic map and have
 KK1408.an estimated accuracy of +/- 6 seconds.
 KK1408
 KK1408.The orthometric height was determined by differential leveling
 KK1408.and adjusted by the National Geodetic Survey in June 1991..
 KK1408
 KK1408.The geoid height was determined by GEOID03.
 KK1408
 KK1408.The dynamic height is computed by dividing the NAVD 88
 KK1408.geopotential number by the normal gravity value computed on the
 KK1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1408.degrees latitude (g = 980.6199 gals.).
 KK1408
 KK1408.The modeled gravity was interpolated from observed gravity values.
 KK1408
 KK1408;                    North         East    Units  Estimated Accuracy
 KK1408;SPC CO N     -   366,200.      955,860.      MT  (+/- 180 meters Scaled)
 KK1408
 KK1408                          SUPERSEDED SURVEY CONTROL
 KK1408
 KK1408  NGVD 29 (??/??/??) 1681.062  (m)         5515.28   (f) ADJUSTED    1 2
 KK1408
 KK1408.Superseded values are not recommended for survey control.
 KK1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1408.See file dsdata.txt to determine how the superseded data were derived.
 KK1408
 KK1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE986150(NAD 83)
 KK1408_MARKER: DB = BENCH MARK DISK
 KK1408_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KK1408_SP_SET: SHALLOW-SET PIPE
 KK1408_STAMPING: MONUMENT N198451.97 E380665.25 ELEV. 5515.94 FT.
 KK1408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1408
 KK1408  HISTORY     - Date     Condition        Report By
 KK1408  HISTORY     - 1956     MONUMENTED       CODOT
 KK1408  HISTORY     - 1984     GOOD             NGS
 KK1408
 KK1408                          STATION DESCRIPTION
 KK1408
 KK1408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1408'IN NORTHGLENN.
 KK1408'IN NORTHGLENN, AT THE INTERSECTION OF WEST 104TH AVENUE AND ZUNI
 KK1408'STREET, 23.5 METERS (77.1 FT) EAST OF THE NORTH POST OF A SIGN
 KK1408'(WELCOME TO THE CITY OF WESTMINSTER), 14.7 METERS (48.2 FT) NORTH OF
 KK1408'THE CENTERLINE OF THE WEST BOUND LANES OF THE AVENUE, 0.6 METER
 KK1408'(2.0 FT) EAST-SOUTHEAST OF UTILITY POLE NUMBER 231, 0.5 METER (1.6 FT)
 KK1408'SOUTH OF A BOARD FENCE, AND 0.3 METER (1.0 FT) EAST OF THE EXTENDED
 KK1408'CENTERLINE OF THE STREET.  NOTE=C OF N IS CITY OF NORTHGLENN.  A
 KK1408'SHALLOW-SET PIPE FLUSH WITH THE GROUND.
 KK1408'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 KK1408'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0312 ***********************************************************************
 JK0312  DESIGNATION -  5532
 JK0312  PID         -  JK0312
 JK0312  STATE/COUNTY-  CO/EL PASO
 JK0312  USGS QUAD   -  TIMBER MOUNTAIN (1994)
 JK0312
 JK0312                         *CURRENT SURVEY CONTROL
 JK0312  ___________________________________________________________________
 JK0312* NAD 83(1986)-  38 32 07.     (N)    104 45 57.     (W)     SCALED    
 JK0312* NAVD 88     -      1686.978  (meters)    5534.69   (feet)  ADJUSTED  
 JK0312  ___________________________________________________________________
 JK0312  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 JK0312  DYNAMIC HT  -        1685.158 (meters)    5528.72  (feet)  COMP
 JK0312  MODELED GRAV-     979,490.5   (mgal)                       NAVD 88
 JK0312
 JK0312  VERT ORDER  -  SECOND    CLASS 0
 JK0312
 JK0312.The horizontal coordinates were scaled from a topographic map and have
 JK0312.an estimated accuracy of +/- 6 seconds.
 JK0312
 JK0312.The orthometric height was determined by differential leveling
 JK0312.and adjusted by the National Geodetic Survey in June 1991..
 JK0312
 JK0312.The geoid height was determined by GEOID03.
 JK0312
 JK0312.The dynamic height is computed by dividing the NAVD 88
 JK0312.geopotential number by the normal gravity value computed on the
 JK0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0312.degrees latitude (g = 980.6199 gals.).
 JK0312
 JK0312.The modeled gravity was interpolated from observed gravity values.
 JK0312
 JK0312;                    North         East    Units  Estimated Accuracy
 JK0312;SPC CO C     -   382,980.      978,410.      MT  (+/- 180 meters Scaled)
 JK0312
 JK0312                          SUPERSEDED SURVEY CONTROL
 JK0312
 JK0312  NGVD 29 (??/??/92) 1685.986  (m)         5531.44   (f) ADJ UNCH    2 0
 JK0312
 JK0312.Superseded values are not recommended for survey control.
 JK0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0312.See file dsdata.txt to determine how the superseded data were derived.
 JK0312
 JK0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC204652(NAD 83)
 JK0312_MARKER: DD = SURVEY DISK
 JK0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0312_STAMPING: 5532 G F 25 1947
 JK0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0312+STABILITY: SURFACE MOTION
 JK0312
 JK0312  HISTORY     - Date     Condition        Report By
 JK0312  HISTORY     - 1947     MONUMENTED       USGS
 JK0312  HISTORY     - 1952     GOOD             NGS
 JK0312  HISTORY     - 1984     GOOD             NGS
 JK0312
 JK0312                          STATION DESCRIPTION
 JK0312
 JK0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JK0312'15 MI SW FROM FOUNTAIN.
 JK0312'6.8 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 JK0312'THE STATION AT FOUNTAIN, THENCE 0.1 MILE WEST ALONG A GRAVELED ROAD,
 JK0312'THENCE 3.0 MILES SOUTHWEST ALONG A RANCH TRACK ROAD, THENCE, 5.05
 JK0312'MILES SOUTHWEST ALONG THE MILITARY BOUNDARY ROAD, 105 FEET SOUTH OF
 JK0312'THE CENTER LINE OF THE ROAD, 14 FEET WEST OF THE CENTER OF A WIRE
 JK0312'GATE, 9 FEET SOUTH OF A TELEPHONE LINE, 1.8 FEET NORTH OF A FENCE,
 JK0312'1 FOOT NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 JK0312'WHICH IS FLUSH WITH THE GROUND.
 JK0312
 JK0312                          STATION RECOVERY (1984)
 JK0312
 JK0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0312'ABOUT 3.8 KM (2.35 MI) WEST OF THE INTERSECTION OF MILITARY ROUTES 1
 JK0312'AND 8 ON MILITARY ROUTE 8 IN FORT CARSON, 27.7 M (91 FT) SOUTH OF THE
 JK0312'CENTERLINE OF THE ROAD, 4.3 M (14 FT) WEST OF THE CENTER OF AN OLD
 JK0312'WIRE GATE WITH ONLY TWO GATE POSTS REMAINING, 0.5 M (1.8 FT) NORTH OF
 JK0312'THE OLD FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0479 ***********************************************************************
 HJ0479  DESIGNATION -  5532
 HJ0479  PID         -  HJ0479
 HJ0479  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0479  USGS QUAD   -  LOCKWOOD ARROYO (1993)
 HJ0479
 HJ0479                         *CURRENT SURVEY CONTROL
 HJ0479  ___________________________________________________________________
 HJ0479* NAD 83(1986)-  37 30 50.     (N)    103 59 58.     (W)     SCALED    
 HJ0479* NAVD 88     -      1687.056  (meters)    5534.95   (feet)  ADJUSTED  
 HJ0479  ___________________________________________________________________
 HJ0479  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 HJ0479  DYNAMIC HT  -        1685.132 (meters)    5528.64  (feet)  COMP
 HJ0479  MODELED GRAV-     979,430.2   (mgal)                       NAVD 88
 HJ0479
 HJ0479  VERT ORDER  -  THIRD
 HJ0479
 HJ0479.The horizontal coordinates were scaled from a topographic map and have
 HJ0479.an estimated accuracy of +/- 6 seconds.
 HJ0479
 HJ0479.The orthometric height was determined by differential leveling
 HJ0479.and adjusted by the National Geodetic Survey in August 1995..
 HJ0479
 HJ0479.The geoid height was determined by GEOID03.
 HJ0479
 HJ0479.The dynamic height is computed by dividing the NAVD 88
 HJ0479.geopotential number by the normal gravity value computed on the
 HJ0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0479.degrees latitude (g = 980.6199 gals.).
 HJ0479
 HJ0479.The modeled gravity was interpolated from observed gravity values.
 HJ0479
 HJ0479;                    North         East    Units  Estimated Accuracy
 HJ0479;SPC CO S     -   399,890.    1,047,050.      MT  (+/- 180 meters Scaled)
 HJ0479
 HJ0479                          SUPERSEDED SURVEY CONTROL
 HJ0479
 HJ0479.No superseded survey control is available for this station.
 HJ0479
 HJ0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB884523(NAD 83)
 HJ0479_MARKER: Q = CHISELED SQUARE
 HJ0479_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HJ0479_SP_SET: SET IN CONCRETE SLAB
 HJ0479_MARK LOGO: NONE  
 HJ0479_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HJ0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HJ0479
 HJ0479  HISTORY     - Date     Condition        Report By
 HJ0479  HISTORY     - 1970     MONUMENTED       USGS
 HJ0479
 HJ0479                          STATION DESCRIPTION
 HJ0479
 HJ0479'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HJ0479'FROM HOUGHTON, PROCEED 5.7 MILES (9.2 KM) SOUTHEAST ALONG A COUNTY
 HJ0479'ROAD KNOWN AS PIPELINE ROAD, AT THE SOUTHEAST CORNER OF A
 HJ0479'CATTLEGUARD, A CHISELED SQUARE ON A CONCRETE SLAB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0579 ***********************************************************************
 LL0579  DESIGNATION -  5535
 LL0579  PID         -  LL0579
 LL0579  STATE/COUNTY-  CO/LARIMER
 LL0579  USGS QUAD   -  MASONVILLE (1984)
 LL0579
 LL0579                         *CURRENT SURVEY CONTROL
 LL0579  ___________________________________________________________________
 LL0579* NAD 83(1986)-  40 24 55.     (N)    105 14 57.     (W)     SCALED    
 LL0579* NAVD 88     -      1687.721  (meters)    5537.13   (feet)  ADJUSTED  
 LL0579  ___________________________________________________________________
 LL0579  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 LL0579  DYNAMIC HT  -        1686.217 (meters)    5532.20  (feet)  COMP
 LL0579  MODELED GRAV-     979,674.0   (mgal)                       NAVD 88
 LL0579
 LL0579  VERT ORDER  -  SECOND    CLASS 0
 LL0579
 LL0579.The horizontal coordinates were scaled from a topographic map and have
 LL0579.an estimated accuracy of +/- 6 seconds.
 LL0579
 LL0579.The orthometric height was determined by differential leveling
 LL0579.and adjusted by the National Geodetic Survey in June 1991..
 LL0579
 LL0579.The geoid height was determined by GEOID03.
 LL0579
 LL0579.The dynamic height is computed by dividing the NAVD 88
 LL0579.geopotential number by the normal gravity value computed on the
 LL0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0579.degrees latitude (g = 980.6199 gals.).
 LL0579
 LL0579.The modeled gravity was interpolated from observed gravity values.
 LL0579
 LL0579;                    North         East    Units  Estimated Accuracy
 LL0579;SPC CO N     -   424,960.      935,690.      MT  (+/- 180 meters Scaled)
 LL0579
 LL0579                          SUPERSEDED SURVEY CONTROL
 LL0579
 LL0579  NGVD 29 (??/??/92) 1686.691  (m)         5533.75   (f) ADJ UNCH    2 0
 LL0579
 LL0579.Superseded values are not recommended for survey control.
 LL0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0579.See file dsdata.txt to determine how the superseded data were derived.
 LL0579
 LL0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE788738(NAD 83)
 LL0579_MARKER: DD = SURVEY DISK
 LL0579_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LL0579_SP_SET: BLACK SCHIST ROCK
 LL0579_STAMPING: 5535 DENV
 LL0579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0579
 LL0579  HISTORY     - Date     Condition        Report By
 LL0579  HISTORY     - UNK      MONUMENTED       USGS
 LL0579  HISTORY     - 1939     POOR             NGS
 LL0579
 LL0579                          STATION DESCRIPTION
 LL0579
 LL0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 LL0579'11.8 MI W FROM LOVELAND.
 LL0579'11.8 MILES WEST ALONG U.S. HIGHWAY 34 FROM THE POST OFFICE AT
 LL0579'LOVELAND, LARIMER COUNTY, 18.8 MILES NORTHEAST OF ESTES PARK, 400
 LL0579'FEET SOUTHEAST OF THE SEVENTH HIGHWAY BRIDGE EAST OF ESTES PARK,
 LL0579'300 FEET SOUTHEAST OF MOUNT ROSE INN, 110 FEET SOUTH OF BIG THOMPSON
 LL0579'RIVER 60 FEET SOUTHWEST OF THE EAST END OF A FISH POND, 25 FEET
 LL0579'NORTH OF THE TOE OF A ROCK SLIDE, AND IN A BLACK SCHLIST ROCK.  A
 LL0579'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5535 DENV.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0564 ***********************************************************************
 KL0564  DESIGNATION -  5542
 KL0564  PID         -  KL0564
 KL0564  STATE/COUNTY-  CO/GARFIELD
 KL0564  USGS QUAD   -  NEW CASTLE (1987)
 KL0564
 KL0564                         *CURRENT SURVEY CONTROL
 KL0564  ___________________________________________________________________
 KL0564* NAD 83(1986)-  39 33 13.     (N)    107 35 06.     (W)     SCALED    
 KL0564* NAVD 88     -      1689.938  (meters)    5544.40   (feet)  ADJUSTED  
 KL0564  ___________________________________________________________________
 KL0564  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 KL0564  DYNAMIC HT  -        1688.184 (meters)    5538.65  (feet)  COMP
 KL0564  MODELED GRAV-     979,530.3   (mgal)                       NAVD 88
 KL0564
 KL0564  VERT ORDER  -  SECOND    CLASS 0
 KL0564
 KL0564.The horizontal coordinates were scaled from a topographic map and have
 KL0564.an estimated accuracy of +/- 6 seconds.
 KL0564
 KL0564.The orthometric height was determined by differential leveling
 KL0564.and adjusted by the National Geodetic Survey in June 1991..
 KL0564.WARNING-Repeat measurements at this control monument indicate possible
 KL0564.vertical movement.
 KL0564
 KL0564.The geoid height was determined by GEOID03.
 KL0564
 KL0564.The dynamic height is computed by dividing the NAVD 88
 KL0564.geopotential number by the normal gravity value computed on the
 KL0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0564.degrees latitude (g = 980.6199 gals.).
 KL0564
 KL0564.The modeled gravity was interpolated from observed gravity values.
 KL0564
 KL0564;                    North         East    Units  Estimated Accuracy
 KL0564;SPC CO C     -   497,820.      735,220.      MT  (+/- 180 meters Scaled)
 KL0564
 KL0564                          SUPERSEDED SURVEY CONTROL
 KL0564
 KL0564  NGVD 29 (??/??/92) 1688.722  (m)         5540.42   (f) ADJ UNCH    2 0
 KL0564
 KL0564.Superseded values are not recommended for survey control.
 KL0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0564.See file dsdata.txt to determine how the superseded data were derived.
 KL0564
 KL0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD779814(NAD 83)
 KL0564_MARKER: DD = SURVEY DISK
 KL0564_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 KL0564_SP_SET: UNSPECIFIED
 KL0564_STAMPING: 5542
 KL0564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0564
 KL0564  HISTORY     - Date     Condition        Report By
 KL0564  HISTORY     - UNK      MONUMENTED       USGS
 KL0564  HISTORY     - 1934     GOOD             USGS
 KL0564
 KL0564                          STATION DESCRIPTION
 KL0564
 KL0564'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 KL0564'3 MI W FROM NEW CASTLE.
 KL0564'3 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM NEW
 KL0564'CASTLE, 225 FEET EAST OF MILEPOST NC 3, 40 FEET NORTH OF THE WEST END
 KL0564'OF BRIDGE 2 A, 40 FEET NORTH OF THE TRACK, 5 FEET EAST OF A GATE ON A
 KL0564'ROAD LEADING TO A RANCH, AT A FENCE CORNER, AND IN THE TOP OF A ROCK.
 KL0564'A U.S. GEOLOGICAL SURVEY DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0559 ***********************************************************************
 KL0559  DESIGNATION -  5544
 KL0559  PID         -  KL0559
 KL0559  STATE/COUNTY-  CO/GARFIELD
 KL0559  USGS QUAD   -  RIFLE (1982)
 KL0559
 KL0559                         *CURRENT SURVEY CONTROL
 KL0559  ___________________________________________________________________
 KL0559* NAD 83(1992)-  39 34 24.17646(N)    107 46 14.01946(W)     ADJUSTED  
 KL0559* NAVD 88     -      1690.483  (meters)    5546.19   (feet)  ADJUSTED  
 KL0559  ___________________________________________________________________
 KL0559  X           -  -1,502,929.355 (meters)                     COMP
 KL0559  Y           -  -4,689,353.555 (meters)                     COMP
 KL0559  Z           -   4,042,653.812 (meters)                     COMP
 KL0559  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 KL0559  ELLIP HEIGHT-        1674.76  (meters)          (12/03/02) GPS OBS
 KL0559  GEOID HEIGHT-         -15.76  (meters)                     GEOID03
 KL0559  DYNAMIC HT  -        1688.742 (meters)    5540.48  (feet)  COMP
 KL0559  MODELED GRAV-     979,538.5   (mgal)                       NAVD 88
 KL0559
 KL0559  HORZ ORDER  -  FIRST
 KL0559  VERT ORDER  -  SECOND    CLASS 0
 KL0559  ELLP ORDER  -  FOURTH    CLASS II
 KL0559
 KL0559.The horizontal coordinates were established by GPS observations
 KL0559.and adjusted by the National Geodetic Survey in June 1998..
 KL0559
 KL0559.The orthometric height was determined by differential leveling
 KL0559.and adjusted by the National Geodetic Survey in June 1991..
 KL0559
 KL0559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KL0559
 KL0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0559
 KL0559.The ellipsoidal height was determined by GPS observations
 KL0559.and is referenced to NAD 83.
 KL0559
 KL0559.The geoid height was determined by GEOID03.
 KL0559
 KL0559.The dynamic height is computed by dividing the NAVD 88
 KL0559.geopotential number by the normal gravity value computed on the
 KL0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0559.degrees latitude (g = 980.6199 gals.).
 KL0559
 KL0559.The modeled gravity was interpolated from observed gravity values.
 KL0559
 KL0559;                    North         East     Units Scale Factor Converg.
 KL0559;SPC CO C     -   500,400.605   719,334.842   MT  0.99996983   -1 25 55.3
 KL0559;SPC CO C     - 1,641,730.98  2,360,017.73   sFT  0.99996983   -1 25 55.3
 KL0559;UTM  13      - 4,384,075.666   262,022.934   MT  1.00029731   -1 45 57.1
 KL0559
 KL0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0559!SPC CO C     -   0.99973732  x   0.99996983  =   0.99970716
 KL0559!UTM  13      -   0.99973732  x   1.00029731  =   1.00003455
 KL0559
 KL0559                          SUPERSEDED SURVEY CONTROL
 KL0559
 KL0559  ELLIP H (06/16/98) 1674.77   (m)                       GP(       ) 3 1
 KL0559  NAVD 88 (06/16/98) 1690.48   (m)         5546.2    (f) LEVELING    3  
 KL0559  NGVD 29 (??/??/92) 1689.273  (m)         5542.22   (f) ADJ UNCH    2 0
 KL0559
 KL0559.Superseded values are not recommended for survey control.
 KL0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0559.See file dsdata.txt to determine how the superseded data were derived.
 KL0559
 KL0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD6202384076(NAD 83)
 KL0559_MARKER: DB = BENCH MARK DISK
 KL0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0559_SP_SET: CONCRETE BLOCK
 KL0559_STAMPING: 5544
 KL0559_MARK LOGO: USGS  
 KL0559_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0559+STABILITY: SURFACE MOTION
 KL0559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KL0559+SATELLITE: SATELLITE OBSERVATIONS - May 29, 1996
 KL0559
 KL0559  HISTORY     - Date     Condition        Report By
 KL0559  HISTORY     - UNK      MONUMENTED       USGS
 KL0559  HISTORY     - 1934     GOOD             NGS
 KL0559  HISTORY     - 19960529 GOOD             CODOT
 KL0559
 KL0559                          STATION DESCRIPTION
 KL0559
 KL0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KL0559'2.9 MI N FROM RIFLE.
 KL0559'2.9 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE CITY PARK AT RIFLE, AT
 KL0559'THE J.C. COOK RANCH, ABOUT 60 FEET SOUTH OF A YARD FENCE CORNER, 15
 KL0559'FEET EAST OF THE EDGE OF THE HIGHWAY, ON THE SLOPE OF A BANK, IN THE
 KL0559'TOP OF A CONCRETE BLOCK, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
 KL0559
 KL0559                          STATION RECOVERY (1996)
 KL0559
 KL0559'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (RSC)
 KL0559'THE STATION IS LOCATED AT THE NORTHERN MOST PART OF THE CITY OF RIFLE,
 KL0559'IN THE NORTHEAST 1/4 OF SECTION 36, T 5 S, R 93 W. OWNERSHIP--GARFIELD
 KL0559'COUNTY RIGHT-OF-WAY  TO REACH THE STATION FROM THE INTERSECTION OF
 KL0559'STATE HIGHWAY 13 AND STATE HIGHWAY 325 ABOUT 2.5 MILES (4.0 KM) NORTH
 KL0559'OF RIFLE, GO EAST ON STATE HIGHWAY 325 FOR 0.05 MI (0.08 KM) TO A SIDE
 KL0559'ROAD RIGHT, COUNTY ROAD 296.  TURN RIGHT, SOUTH FOR 0.1 MI (0.2 KM) TO
 KL0559'THE STATION ON THE LEFT, ABOUT HALF WAY UP A ROAD CUT  THE MARK IS AN
 KL0559'STANDARD ALUMINUM DISK SET IN THE TOP OF A 50 CM BY 50 CM CONCRETE
 KL0559'POST FLUSH WITH THE GROUND.  IT IS 32.8 M (107.6 FT) SOUTH FROM A
 KL0559'POWER POLE WITH TRANSFORMER, 26.6 M (87.3 FT) NORTH FROM A GATE TO A
 KL0559'FIELD, 9.7 M (31.8 FT) SOUTH-SOUTHEAST FROM A PHONE BOX, 7.8 M (25.6
 KL0559'FT) NORTH FROM THE CENTER OF A ROAD CULVERT, 7.7 M (25.3 FT) EAST FROM
 KL0559'THE CENTER OF COUNTY ROAD 296, 6.2 M (20.3 FT) WEST FROM A
 KL0559'RIGHT-OF-WAY FENCE, 0.25 M (0.82 FT) NORTHEAST FROM A WITNESS POST AND
 KL0559'ABOUT 0.6 M (2.0 FT) ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0057 ***********************************************************************
 HK0057  DESIGNATION -  5544
 HK0057  PID         -  HK0057
 HK0057  STATE/COUNTY-  CO/LAS ANIMAS
 HK0057  USGS QUAD   -  TYRONE (1993)
 HK0057
 HK0057                         *CURRENT SURVEY CONTROL
 HK0057  ___________________________________________________________________
 HK0057* NAD 83(1992)-  37 27 34.02924(N)    104 12 22.06665(W)     ADJUSTED  
 HK0057* NAVD 88     -      1691.817  (meters)    5550.57   (feet)  ADJUSTED  
 HK0057  ___________________________________________________________________
 HK0057  X           -  -1,244,349.678 (meters)                     COMP
 HK0057  Y           -  -4,915,410.741 (meters)                     COMP
 HK0057  Z           -   3,859,009.790 (meters)                     COMP
 HK0057  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 HK0057  ELLIP HEIGHT-        1672.03  (meters)          (12/03/02) GPS OBS
 HK0057  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 HK0057  DYNAMIC HT  -        1689.875 (meters)    5544.20  (feet)  COMP
 HK0057  MODELED GRAV-     979,422.9   (mgal)                       NAVD 88
 HK0057
 HK0057  HORZ ORDER  -  FIRST
 HK0057  VERT ORDER  -  SECOND    CLASS 0
 HK0057  ELLP ORDER  -  FOURTH    CLASS II
 HK0057
 HK0057.The horizontal coordinates were established by GPS observations
 HK0057.and adjusted by the National Geodetic Survey in April 2001..
 HK0057
 HK0057.The orthometric height was determined by differential leveling
 HK0057.and adjusted by the National Geodetic Survey in June 1991..
 HK0057
 HK0057.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HK0057
 HK0057.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0057
 HK0057.The ellipsoidal height was determined by GPS observations
 HK0057.and is referenced to NAD 83.
 HK0057
 HK0057.The geoid height was determined by GEOID03.
 HK0057
 HK0057.The dynamic height is computed by dividing the NAVD 88
 HK0057.geopotential number by the normal gravity value computed on the
 HK0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0057.degrees latitude (g = 980.6199 gals.).
 HK0057
 HK0057.The modeled gravity was interpolated from observed gravity values.
 HK0057
 HK0057;                    North         East     Units Scale Factor Converg.
 HK0057;SPC CO S     -   393,579.626 1,028,867.251   MT  0.99996666   +0 47 37.1
 HK0057;SPC CO S     - 1,291,269.16  3,375,541.97   sFT  0.99996666   +0 47 37.1
 HK0057;UTM  13      - 4,146,138.753   570,208.777   MT  0.99966072   +0 28 58.3
 HK0057
 HK0057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0057!SPC CO S     -   0.99973769  x   0.99996666  =   0.99970436
 HK0057!UTM  13      -   0.99973769  x   0.99966072  =   0.99939850
 HK0057
 HK0057                          SUPERSEDED SURVEY CONTROL
 HK0057
 HK0057  NAVD 88 (04/19/01) 1691.82   (m)         5550.6    (f) LEVELING    3  
 HK0057  NGVD 29 (??/??/92) 1690.922  (m)         5547.63   (f) ADJ UNCH    2 0
 HK0057
 HK0057.Superseded values are not recommended for survey control.
 HK0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0057.See file dsdata.txt to determine how the superseded data were derived.
 HK0057
 HK0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB7020946139(NAD 83)
 HK0057_MARKER: DD = SURVEY DISK
 HK0057_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HK0057_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HK0057_STAMPING: 5544
 HK0057_MARK LOGO: USGS  
 HK0057_MAGNETIC: N = NO MAGNETIC MATERIAL
 HK0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HK0057+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1999
 HK0057
 HK0057  HISTORY     - Date     Condition        Report By
 HK0057  HISTORY     - UNK      MONUMENTED       USGS
 HK0057  HISTORY     - 1934     GOOD             NGS
 HK0057  HISTORY     - 1985     GOOD             DOD
 HK0057  HISTORY     - 1985     GOOD             DOD
 HK0057  HISTORY     - 19990518 GOOD             NGS
 HK0057
 HK0057                          STATION DESCRIPTION
 HK0057
 HK0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HK0057'0.5 MI NE FROM TYRONE.
 HK0057'ABOUT 0.5 MILE NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA
 HK0057'FE RAILWAY FROM THE STATION AT TYRONE, LAS ANIMAS COUNTY, ABOUT
 HK0057'4 POLES NORTHEAST OF A SWITCH AND SIGNALS, ABOUT 101 FEET SOUTHEAST
 HK0057'OF THE CENTER LINE OF THE TRACK, 42 FEET NORTHWEST OF THE CENTER
 HK0057'LINE OF A HIGHWAY, AND 3 FEET SOUTHWEST OF A SANTA FE TRAIL
 HK0057'MONUMENT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED
 HK0057'5544 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE EMBEDDED
 HK0057'IN CONCRETE.
 HK0057
 HK0057                          STATION RECOVERY (1985)
 HK0057
 HK0057'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1985
 HK0057'A NEW DESC: NOTE THAT THE STAMPING ON THE DISK DOES NOT MATCH THE
 HK0057'DESIGNATION DUE TO RESTAMPING OF THE DISK. ABOUT 0.8 KM (0.5 MI)
 HK0057'NORTHEAST ALONG THE ATCHISON TOPEKA , AND SANTA FE RAILWAY FROM THE
 HK0057'STATION AT TYRONE, LAS ANIMAS COUNTY, 30.8 M (101 FT) SOUTHEAST OF
 HK0057'THE CENTER OF THE TRACK, 8.2 M (27 FT) NORTHWEST OF THE CENTER OF A
 HK0057'DIRT ROAD , 4.3 M (14 FT) SOUTH OF A GRANITE SANTE FE TRAIL MARKER,
 HK0057'0.3 M (1 FT) EAST OF A FENCE. THE DISK PROJECTS ABOUT 48 CM ABOVE THE
 HK0057'GROUND, SET IN A PIPE WHICH HAS A SQUARE CONCRETE MONUMENT
 HK0057'SURROUNDING IT LOWER DOWN.
 HK0057
 HK0057                          STATION RECOVERY (1985)
 HK0057
 HK0057'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1985
 HK0057'NOTE: THAT THE STAMPING ON THE DISK NOT MATCH THE DESIGNATION DUE TO
 HK0057'RESTAMPING OF THE DISK. ABOUT 0.8 KM (0.5 MI) NORTHEAST ALONG THE
 HK0057'ATCHISON TOPEKA, AND SANTA FE RAILWAY . FROM THE STATION AT TYRONE,
 HK0057'LAS ANIMAS COUNTY, 30.8 M (101 FT) SOUTHEAST OF THE CENTER OF THE
 HK0057'TRACK, 8.2 M (27 FT) NORTHWEST OF THE CENTER OF A DIRT ROAD, 4.3 M
 HK0057'(14 FT) SOUTH OF A GRANITE SANTE FE TRAIL MARKER, 0.3 M (1 FT) EAST
 HK0057'OF A FENCE. THE DISK PROJECTS ABOUT 48 CM ABOVE THE GROUND. SET IN A
 HK0057'PIPE WHICH HAS A SQUARE CONCRETE MONUMENT SURROUNDING IT LOWER DOWN.
 HK0057
 HK0057                          STATION RECOVERY (1999)
 HK0057
 HK0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 HK0057'DESCRIBED BY NGS 1999 (RSC)
 HK0057'THE STATION IS LOCATED ABOUT 8 MI (12.9 KM) SOUTHWEST OF THATCHER, 6.3
 HK0057'MI(10.1 KM) NORTH-NORTHEAST OF MODEL AND 0.4 MI (0.6 KM)
 HK0057'NORTH-NORTHEAST
 HK0057'OF TYRONE, IN THE SOUTHWEST 1/4 OF SECTION 2, T 30 S, R 61 W, AT U.
 HK0057'S.  HIGHWAY
 HK0057'350 MILEPOST 20.38. OWNERSHIP--
 HK0057' 
 HK0057'TO REACH THE STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY 350 AND
 HK0057'COUNTY ROAD 64.0 JUST NORTH OF TYRONE, GO NORTH ON U.  S.  HIGHWAY 350
 HK0057'FOR
 HK0057'0.4 MI (0.6 KM) TO A SIDE ROAD LEFT, WHERE A DOUBLE POWER POLE LINE
 HK0057'CROSSES
 HK0057'THE HIGHWAY.  TURN LEFT, WEST, THAN NORTH-NORTHEAST ALONG THE TRACK
 HK0057'ROAD ON THE EASTSIDE OF THE RAILROAD TRACKS FOR 0.15 MI (0.24 KM) TO
 HK0057'THE
 HK0057'STATION ON THE EASTSIDE OF THE EASTERN RIGHT-OF-WAY FENCE
 HK0057' 
 HK0057'THE MARK IS A PIPE DISK SET INTO THE TOP OF A IRON PIPE THAT IS SET
 HK0057'INTO THE
 HK0057'TOP OF A SQUARE CONCRETE POST, THE TOP OF THE PIPE IS PROJECTING 40 CM
 HK0057'ABOVE THE GROUND.  NOTE THAT THE STAMPING DOES NOT MATCH MARK
 HK0057'DESIGNATION BECAUSE IT HAS BEEN RE-STAMPED.  IT IS 30.8 M(101.0 FT)
 HK0057'SOUTHEAST FROM THE CENTER OF THE TRACK, 10.0 M (32.8 FT) EAST FROM
 HK0057'POWERPOLE NUMBER 16G, 8.2 M (26.9 FT) NORTHWEST FROM THE CENTER OF THE
 HK0057'OLD HIGHWAY, 4.3 M(14.1 FT) SOUTH FROM A GRANITE SANTA FE TRAIL MARKER
 HK0057'AND
 HK0057'1.25 M (4.10 FT) FROM A WITNESS POST.
 HK0057' 
 HK0057'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0002 ***********************************************************************
 HK0002  DESIGNATION -  5545
 HK0002  PID         -  HK0002
 HK0002  STATE/COUNTY-  CO/LAS ANIMAS
 HK0002  USGS QUAD   -  BATES LAKE (1993)
 HK0002
 HK0002                         *CURRENT SURVEY CONTROL
 HK0002  ___________________________________________________________________
 HK0002* NAD 83(1986)-  37 31 05.     (N)    104 08 47.     (W)     SCALED    
 HK0002* NAVD 88     -      1692.091  (meters)    5551.47   (feet)  ADJUSTED  
 HK0002  ___________________________________________________________________
 HK0002  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 HK0002  DYNAMIC HT  -        1690.154 (meters)    5545.11  (feet)  COMP
 HK0002  MODELED GRAV-     979,425.6   (mgal)                       NAVD 88
 HK0002
 HK0002  VERT ORDER  -  SECOND    CLASS 0
 HK0002
 HK0002.The horizontal coordinates were scaled from a topographic map and have
 HK0002.an estimated accuracy of +/- 6 seconds.
 HK0002
 HK0002.The orthometric height was determined by differential leveling
 HK0002.and adjusted by the National Geodetic Survey in June 1991..
 HK0002
 HK0002.The geoid height was determined by GEOID03.
 HK0002
 HK0002.The dynamic height is computed by dividing the NAVD 88
 HK0002.geopotential number by the normal gravity value computed on the
 HK0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0002.degrees latitude (g = 980.6199 gals.).
 HK0002
 HK0002.The modeled gravity was interpolated from observed gravity values.
 HK0002
 HK0002;                    North         East    Units  Estimated Accuracy
 HK0002;SPC CO S     -   400,160.    1,034,060.      MT  (+/- 180 meters Scaled)
 HK0002
 HK0002                          SUPERSEDED SURVEY CONTROL
 HK0002
 HK0002  NGVD 29 (??/??/92) 1691.190  (m)         5548.51   (f) ADJ UNCH    2 0
 HK0002
 HK0002.Superseded values are not recommended for survey control.
 HK0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0002.See file dsdata.txt to determine how the superseded data were derived.
 HK0002
 HK0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB754526(NAD 83)
 HK0002_MARKER: P = PIPE CAP
 HK0002_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HK0002_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HK0002_STAMPING: 5545
 HK0002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0002
 HK0002  HISTORY     - Date     Condition        Report By
 HK0002  HISTORY     - UNK      MONUMENTED       USGS
 HK0002  HISTORY     - 1934     GOOD             NGS
 HK0002  HISTORY     - 1985     GOOD             DOD
 HK0002  HISTORY     - 1985     GOOD             DOD
 HK0002
 HK0002                          STATION DESCRIPTION
 HK0002
 HK0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HK0002'3.2 MI SW FROM THATCHER.
 HK0002'ABOUT 3.2 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HK0002'RAILWAY FROM THE STATION AT THATCHER, LAS ANIMAS COUNTY, ABOUT 110
 HK0002'FEET SOUTHEAST OF THE CENTER OF A HIGHWAY CROSSING, ABOUT 101
 HK0002'FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK, ABOUT 60 FEET
 HK0002'NORTHEAST OF A FENCE CORNER, 22 FEET SOUTHEAST OF A POLE AND 1
 HK0002'FOOT SOUTHEAST OF A FENCE.  A UNITED STATES GEOLOGICAL SURVEY
 HK0002'STANDARD CAP, STAMPED 5545 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 HK0002'IRON PIPE EMBEDDED IN CONCRETE.
 HK0002
 HK0002                          STATION RECOVERY (1985)
 HK0002
 HK0002'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1985
 HK0002'A NEW DESC: NOTE THAT THE STAMPING ON THE DISK DOES NOT MATCH THE
 HK0002'DESIGNATION SUE TO RESTAMPING OF THE DISK. ABOUT 5.2 KM (3.2 MI)
 HK0002'SOUTHWEST ALONG THE ATCHISON, AND SANTA FE RAILWAY FROM THE STATION
 HK0002'AT THATCHER, LAS ANIMAS COUNTY, 38.1 M (125 FT) NORTHWEST OF THE
 HK0002'CENTER OF THE TRACK, 7.6 M (25 FT) NORTHWEST OF A BARBED WIRE AND
 HK0002'PALLET FENCE, THE DISK IS 61 CM (24-IN) ABOVE THE GROUND AND RIVETED
 HK0002'ON THE TOP OF A PIPE WHICH HAS A CONCRETE MONUMENT SURROUNDING IT
 HK0002'FURTHER DOWN.
 HK0002
 HK0002                          STATION RECOVERY (1985)
 HK0002
 HK0002'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1985
 HK0002'NOTE: THAT THE STAMPING ON THE DISK DOES NOT MATCH THE DESIGNATION
 HK0002'DUE TO RESTAMPING OF THE DISK. ABOUT 5.2 KM (3.2 MI) SOUTHWEST ALONG
 HK0002'THE ATCHISON, TOPEKA, AND SANTA FE RAILWAY FROM THE STATION AT
 HK0002'THATCHER, LAS ANIMAS COUNTY, 38.1 M (125 FT) NORTHWEST OF THE CENTER
 HK0002'OF THE TRACK, 7.6 M (25 FT) NORTHWEST OF A BARBED WIRE AND PALLET
 HK0002'FENCE, THE DISK IS 61 CM (24-IN) ABOVE THE GROUND AND RIVETED ON THE
 HK0002'TOP OF A PIPE WHICH HAS A CONCRETE MONUMENT SURROUNDING IT FURTHER
 HK0002'DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0191 ***********************************************************************
 JK0191  DESIGNATION -  5547
 JK0191  PID         -  JK0191
 JK0191  STATE/COUNTY-  CO/EL PASO
 JK0191  USGS QUAD   -  FOUNTAIN (1994)
 JK0191
 JK0191                         *CURRENT SURVEY CONTROL
 JK0191  ___________________________________________________________________
 JK0191* NAD 83(1986)-  38 40 55.     (N)    104 42 02.     (W)     SCALED    
 JK0191* NAVD 88     -      1691.299  (meters)    5548.87   (feet)  ADJUSTED  
 JK0191  ___________________________________________________________________
 JK0191  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 JK0191  DYNAMIC HT  -        1689.494 (meters)    5542.95  (feet)  COMP
 JK0191  MODELED GRAV-     979,501.5   (mgal)                       NAVD 88
 JK0191
 JK0191  VERT ORDER  -  FIRST     CLASS II
 JK0191
 JK0191.The horizontal coordinates were scaled from a topographic map and have
 JK0191.an estimated accuracy of +/- 6 seconds.
 JK0191
 JK0191.The orthometric height was determined by differential leveling
 JK0191.and adjusted by the National Geodetic Survey in June 1991..
 JK0191
 JK0191.The geoid height was determined by GEOID03.
 JK0191
 JK0191.The dynamic height is computed by dividing the NAVD 88
 JK0191.geopotential number by the normal gravity value computed on the
 JK0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0191.degrees latitude (g = 980.6199 gals.).
 JK0191
 JK0191.The modeled gravity was interpolated from observed gravity values.
 JK0191
 JK0191;                    North         East    Units  Estimated Accuracy
 JK0191;SPC CO C     -   399,310.      983,960.      MT  (+/- 180 meters Scaled)
 JK0191
 JK0191                          SUPERSEDED SURVEY CONTROL
 JK0191
 JK0191  NGVD 29 (??/??/??) 1690.302  (m)         5545.60   (f) ADJUSTED    1 2
 JK0191
 JK0191.Superseded values are not recommended for survey control.
 JK0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0191.See file dsdata.txt to determine how the superseded data were derived.
 JK0191
 JK0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC260815(NAD 83)
 JK0191_MARKER: DD = SURVEY DISK
 JK0191_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JK0191_STAMPING: 5545.868
 JK0191_MARK LOGO: USGS  
 JK0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0191+STABILITY: SURFACE MOTION
 JK0191
 JK0191  HISTORY     - Date     Condition        Report By
 JK0191  HISTORY     - UNK      MONUMENTED       USGS
 JK0191  HISTORY     - 1953     GOOD             NGS
 JK0191  HISTORY     - 1983     GOOD             NGS
 JK0191  HISTORY     - 20030906 POOR             GEOCAC
 JK0191
 JK0191                          STATION DESCRIPTION
 JK0191
 JK0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0191'AT FOUNTAIN.
 JK0191'AT FOUNTAIN, AT THE NORTHWEST CORNER OF THE INTERSECTION OF MAIN
 JK0191'STREET AND MISSOURI STREET, 1.1 FEET NORTH OF THE SOUTHEAST CORNER
 JK0191'OF THE ARAPAHOE FOOD STORE, 5 FEET ABOVE THE SIDEWALK, SET VERTICALLY
 JK0191'IN THE EAST STONE WALL OF THE STORE BUILDING.
 JK0191
 JK0191                          STATION RECOVERY (1983)
 JK0191
 JK0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JK0191'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN FOUNTAIN,
 JK0191'AT THE INTERSECTION OF MAIN AND MISSOURI STREETS, SET VERTICALLY IN
 JK0191'THE EAST FACE OF THE MASTER-KRAFT UPHOLSTERY COMPANY BUILDING,
 JK0191'16.0 METERS (52.5 FT) WEST OF THE CENTERLINE OF MAIN STREET,
 JK0191'10.0 METERS (32.8 FT) NORTH OF THE CENTERLINE OF MISSOURI STREET, AND
 JK0191'0.3 METER (1.0 FT) NORTH OF THE SOUTHWEST CORNER OF THE BUILDING.
 JK0191'NOTE=THERE ARE 3 LINES SCRIBED ACROSS THE STAMPING ON THE DISK.
 JK0191'THE MARK IS 1.3 M ABOVE THE SIDEWALK.
 JK0191
 JK0191                          STATION RECOVERY (2003)
 JK0191
 JK0191'RECOVERY NOTE BY GEOCACHING 2003 (TWS)
 JK0191'N 38 40 57 W 104 42 03
 JK0191'POOR CONDITION. HAS BEEN SANDBLASTED. ONLY STAMP READABLE IS 5548.868.
 JK0191'ADD NW CORNER OF INTERSECTION TO DESCRIPTION. CHANGE DESCRIPTION FROM
 JK0191'UPHOLSTERY COMPANY BUILDING TO 117 SOUTH MAIN STONE BLOCK BUILDING.
 JK0191' 
 JK0191' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0603 ***********************************************************************
 HK0603  DESIGNATION -  5548
 HK0603  PID         -  HK0603
 HK0603  STATE/COUNTY-  CO/LAS ANIMAS
 HK0603  USGS QUAD   -  THATCHER (1993)
 HK0603
 HK0603                         *CURRENT SURVEY CONTROL
 HK0603  ___________________________________________________________________
 HK0603* NAD 83(1986)-  37 32 24.     (N)    104 00 48.     (W)     SCALED    
 HK0603* NAVD 88     -      1691.910  (meters)    5550.87   (feet)  ADJUSTED  
 HK0603  ___________________________________________________________________
 HK0603  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 HK0603  DYNAMIC HT  -        1689.985 (meters)    5544.56  (feet)  COMP
 HK0603  MODELED GRAV-     979,432.9   (mgal)                       NAVD 88
 HK0603
 HK0603  VERT ORDER  -  THIRD
 HK0603
 HK0603.The horizontal coordinates were scaled from a topographic map and have
 HK0603.an estimated accuracy of +/- 6 seconds.
 HK0603
 HK0603.The orthometric height was determined by differential leveling
 HK0603.and adjusted by the National Geodetic Survey in August 1995..
 HK0603
 HK0603.The geoid height was determined by GEOID03.
 HK0603
 HK0603.The dynamic height is computed by dividing the NAVD 88
 HK0603.geopotential number by the normal gravity value computed on the
 HK0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0603.degrees latitude (g = 980.6199 gals.).
 HK0603
 HK0603.The modeled gravity was interpolated from observed gravity values.
 HK0603
 HK0603;                    North         East    Units  Estimated Accuracy
 HK0603;SPC CO S     -   402,770.    1,045,780.      MT  (+/- 180 meters Scaled)
 HK0603
 HK0603                          SUPERSEDED SURVEY CONTROL
 HK0603
 HK0603.No superseded survey control is available for this station.
 HK0603
 HK0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB871552(NAD 83)
 HK0603_MARKER: S = SPIKE
 HK0603_SETTING: 0 = UNSPECIFIED SETTING
 HK0603_MARK LOGO: NONE  
 HK0603_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HK0603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0603
 HK0603  HISTORY     - Date     Condition        Report By
 HK0603  HISTORY     - 1970     MONUMENTED       USGS
 HK0603
 HK0603                          STATION DESCRIPTION
 HK0603
 HK0603'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HK0603'FROM HOUGHTON, PROCEED 3.75 MILES (6.03 KM) SOUTHEAST ALONG A COUNTY
 HK0603'ROAD KNOWN AS PIPELINE ROAD, 40 FEET (12.2 M) SOUTHWEST OF ROAD
 HK0603'SUMMIT, IN THE NORTH SIDE OF A TREE, 1.5 FEET (0.5 M) ABOVE THE
 HK0603'SURFACE OF THE GROUND, A NAIL SPIKE DRIVEN INTO TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0563 ***********************************************************************
 KL0563  DESIGNATION -  5552
 KL0563  PID         -  KL0563
 KL0563  STATE/COUNTY-  CO/GARFIELD
 KL0563  USGS QUAD   -  NEW CASTLE (1987)
 KL0563
 KL0563                         *CURRENT SURVEY CONTROL
 KL0563  ___________________________________________________________________
 KL0563* NAD 83(1986)-  39 34 14.     (N)    107 31 54.     (W)     SCALED    
 KL0563* NAVD 88     -      1692.985  (meters)    5554.40   (feet)  ADJUSTED  
 KL0563  ___________________________________________________________________
 KL0563  GEOID HEIGHT-         -15.08  (meters)                     GEOID03
 KL0563  DYNAMIC HT  -        1691.230 (meters)    5548.64  (feet)  COMP
 KL0563  MODELED GRAV-     979,531.9   (mgal)                       NAVD 88
 KL0563
 KL0563  VERT ORDER  -  SECOND    CLASS 0
 KL0563
 KL0563.The horizontal coordinates were scaled from a topographic map and have
 KL0563.an estimated accuracy of +/- 6 seconds.
 KL0563
 KL0563.The orthometric height was determined by differential leveling
 KL0563.and adjusted by the National Geodetic Survey in June 1991..
 KL0563
 KL0563.The geoid height was determined by GEOID03.
 KL0563
 KL0563.The dynamic height is computed by dividing the NAVD 88
 KL0563.geopotential number by the normal gravity value computed on the
 KL0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0563.degrees latitude (g = 980.6199 gals.).
 KL0563
 KL0563.The modeled gravity was interpolated from observed gravity values.
 KL0563
 KL0563;                    North         East    Units  Estimated Accuracy
 KL0563;SPC CO C     -   499,600.      739,850.      MT  (+/- 180 meters Scaled)
 KL0563
 KL0563                          SUPERSEDED SURVEY CONTROL
 KL0563
 KL0563  NGVD 29 (??/??/92) 1691.768  (m)         5550.41   (f) ADJ UNCH    2 0
 KL0563
 KL0563.Superseded values are not recommended for survey control.
 KL0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0563.See file dsdata.txt to determine how the superseded data were derived.
 KL0563
 KL0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD825831(NAD 83)
 KL0563_MARKER: DD = SURVEY DISK
 KL0563_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KL0563_SP_SET: ABUTMENT
 KL0563_STAMPING: 5552
 KL0563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0563
 KL0563  HISTORY     - Date     Condition        Report By
 KL0563  HISTORY     - UNK      MONUMENTED       USGS
 KL0563  HISTORY     - 1934     GOOD             USGS
 KL0563
 KL0563                          STATION DESCRIPTION
 KL0563
 KL0563'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 KL0563'0.3 MI E FROM NEW CASTLE.
 KL0563'0.3 MILE EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KL0563'THE STATION AT NEW CASTLE, AT A BRIDGE, AND IN THE TOP OF THE EAST
 KL0563'SIDE OF THE NORTH ABUTMENT.  A UNITED STATES GEOLOGICAL SURVEY DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0173 ***********************************************************************
 JM0173  DESIGNATION -  5558
 JM0173  PID         -  JM0173
 JM0173  STATE/COUNTY-  CO/MONTROSE
 JM0173  USGS QUAD   -  NATURITA NW (1994)
 JM0173
 JM0173                         *CURRENT SURVEY CONTROL
 JM0173  ___________________________________________________________________
 JM0173* NAD 83(1986)-  38 14 56.     (N)    108 44 00.     (W)     SCALED    
 JM0173* NAVD 88     -      1694.537  (meters)    5559.49   (feet)  ADJUSTED  
 JM0173  ___________________________________________________________________
 JM0173  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 JM0173  DYNAMIC HT  -        1692.571 (meters)    5553.04  (feet)  COMP
 JM0173  MODELED GRAV-     979,410.5   (mgal)                       NAVD 88
 JM0173
 JM0173  VERT ORDER  -  SECOND    CLASS 0
 JM0173
 JM0173.The horizontal coordinates were scaled from a topographic map and have
 JM0173.an estimated accuracy of +/- 6 seconds.
 JM0173
 JM0173.The orthometric height was determined by differential leveling
 JM0173.and adjusted by the National Geodetic Survey in June 1991..
 JM0173
 JM0173.The geoid height was determined by GEOID03.
 JM0173
 JM0173.The dynamic height is computed by dividing the NAVD 88
 JM0173.geopotential number by the normal gravity value computed on the
 JM0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0173.degrees latitude (g = 980.6199 gals.).
 JM0173
 JM0173.The modeled gravity was interpolated from observed gravity values.
 JM0173
 JM0173;                    North         East    Units  Estimated Accuracy
 JM0173;SPC CO S     -   485,300.      631,440.      MT  (+/- 180 meters Scaled)
 JM0173
 JM0173                          SUPERSEDED SURVEY CONTROL
 JM0173
 JM0173  NGVD 29 (??/??/92) 1693.310  (m)         5555.47   (f) ADJ UNCH    2 0
 JM0173
 JM0173.Superseded values are not recommended for survey control.
 JM0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0173.See file dsdata.txt to determine how the superseded data were derived.
 JM0173
 JM0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH983358(NAD 83)
 JM0173_MARKER: DD = SURVEY DISK
 JM0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0173_SP_SET: SANDSTONE POST
 JM0173_STAMPING: 5558
 JM0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0173+STABILITY: SURFACE MOTION
 JM0173
 JM0173  HISTORY     - Date     Condition        Report By
 JM0173  HISTORY     - UNK      MONUMENTED       USGS
 JM0173  HISTORY     - 1934     GOOD             NGS
 JM0173
 JM0173                          STATION DESCRIPTION
 JM0173
 JM0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JM0173'11.9 MI NW FROM NATURITA.
 JM0173'11.9 MILES NORTHWEST OF, ALONG STATE HWY. 90, FROM PUBLIC SCHOOL.
 JM0173'ABOUT .25 MILE EAST OF ROAD TO MONOGRAM MINE BELONGING TO STANDARD
 JM0173'CHEMICAL COMPANY.  110 FEET SOUTH OF CENTERLINE OF STATE HWY. 90.  63
 JM0173'FEET EAST OF TELEPHONE POLE 1209.  BRONZE TABLET SET HORIZONTAL IN TOP
 JM0173'OF SANDSTONE POST, .5 FT. WIDE, 1 FT. LONG, .7 FT. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0136 ***********************************************************************
 HK0136  DESIGNATION -  5594.87
 HK0136  PID         -  HK0136
 HK0136  STATE/COUNTY-  CO/HUERFANO
 HK0136  USGS QUAD   -  GRANEROS FLATS (1970)
 HK0136
 HK0136                         *CURRENT SURVEY CONTROL
 HK0136  ___________________________________________________________________
 HK0136* NAD 83(1986)-  37 53 53.     (N)    104 39 58.     (W)     SCALED    
 HK0136* NAVD 88     -      1702.77   (+/-2cm)    5586.5    (feet)  VERTCON   
 HK0136  ___________________________________________________________________
 HK0136  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 HK0136
 HK0136  VERT ORDER  -  ? (See Below)
 HK0136
 HK0136.The horizontal coordinates were scaled from a topographic map and have
 HK0136.an estimated accuracy of +/- 6 seconds.
 HK0136
 HK0136.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0136.The vertical order pertains to the NGVD 29 superseded value.
 HK0136
 HK0136.The geoid height was determined by GEOID03.
 HK0136
 HK0136;                    North         East    Units  Estimated Accuracy
 HK0136;SPC CO S     -   441,790.      987,740.      MT  (+/- 180 meters Scaled)
 HK0136
 HK0136                          SUPERSEDED SURVEY CONTROL
 HK0136
 HK0136  NGVD 29 (??/??/92) 1701.873  (m)         5583.56   (f) ADJ UNCH    ?  
 HK0136
 HK0136.Superseded values are not recommended for survey control.
 HK0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0136.See file dsdata.txt to determine how the superseded data were derived.
 HK0136
 HK0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB293945(NAD 83)
 HK0136_MARKER: Z = SEE DESCRIPTION
 HK0136_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HK0136_SP_SET: CULVERT
 HK0136_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0136
 HK0136  HISTORY     - Date     Condition        Report By
 HK0136  HISTORY     - UNK      MONUMENTED       CGS
 HK0136  HISTORY     - 1935     GOOD             NGS
 HK0136
 HK0136                          STATION DESCRIPTION
 HK0136
 HK0136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HK0136'23.2 MI N FROM WALSENBURG.
 HK0136'23.2 MILES NORTH ALONG THE COLORADO AND SOUTHERN RAILWAY
 HK0136'FROM THE STATION A WALSENBURG, HUERFANO COUNTY, 2.1 MILES, NORTH OF
 HK0136'THE STATION AT MUSTANG, 0.3 MILE SOUTH OF MILEPOST 148, 0.1 MILE WEST
 HK0136'OF AN ABANDONED LIME ROCK QUARRY, 20 FEET SOUTH OF A SWITCH TO A
 HK0136'SHORT SPUR TRACK LEADING TO A BOXCAR LOADING PLATFORM, AT A CONCRETE
 HK0136'CULVERT UNDER THE TRACK, IN THE CENTER OF THE TOP OF THE WEST HEADWALL
 HK0136', 13 FEET WEST OF THE CENTERLINE OF THE WEST TRACK, AND 3 FEET LOWER
 HK0136'THAN THE TRACK.  THE TOP OF A STRIP OF IRON 2- BY 3/8-INCH SET IN
 HK0136'THE CONCRETE AND PROJECTING 1 INCH ABOVE THE HEADWALL.
 HK0136'NOTE -- THE LETTERS AND FIGURES BM 5594.87 ARE MARKED IN THE CONCRETE
 HK0136'NEAR THE BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1384 ***********************************************************************
 KK1384  DESIGNATION -  5595
 KK1384  PID         -  KK1384
 KK1384  STATE/COUNTY-  CO/JEFFERSON
 KK1384  USGS QUAD   -  FORT LOGAN (1994)
 KK1384
 KK1384                         *CURRENT SURVEY CONTROL
 KK1384  ___________________________________________________________________
 KK1384* NAD 83(1986)-  39 43 18.     (N)    105 07 20.     (W)     SCALED    
 KK1384* NAVD 88     -      1706.084  (meters)    5597.38   (feet)  ADJUSTED  
 KK1384  ___________________________________________________________________
 KK1384  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 KK1384  DYNAMIC HT  -        1704.399 (meters)    5591.85  (feet)  COMP
 KK1384  MODELED GRAV-     979,579.0   (mgal)                       NAVD 88
 KK1384
 KK1384  VERT ORDER  -  FIRST     CLASS II
 KK1384
 KK1384.The horizontal coordinates were scaled from a topographic map and have
 KK1384.an estimated accuracy of +/- 6 seconds.
 KK1384
 KK1384.The orthometric height was determined by differential leveling
 KK1384.and adjusted by the National Geodetic Survey in June 1991..
 KK1384
 KK1384.The geoid height was determined by GEOID03.
 KK1384
 KK1384.The dynamic height is computed by dividing the NAVD 88
 KK1384.geopotential number by the normal gravity value computed on the
 KK1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1384.degrees latitude (g = 980.6199 gals.).
 KK1384
 KK1384.The modeled gravity was interpolated from observed gravity values.
 KK1384
 KK1384;                    North         East    Units  Estimated Accuracy
 KK1384;SPC CO C     -   514,490.      946,790.      MT  (+/- 180 meters Scaled)
 KK1384
 KK1384                          SUPERSEDED SURVEY CONTROL
 KK1384
 KK1384  NGVD 29 (??/??/??) 1705.137  (m)         5594.27   (f) ADJUSTED    1 2
 KK1384
 KK1384.Superseded values are not recommended for survey control.
 KK1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1384.See file dsdata.txt to determine how the superseded data were derived.
 KK1384
 KK1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD895968(NAD 83)
 KK1384_MARKER: DB = BENCH MARK DISK
 KK1384_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KK1384_SP_SET: BUILDING
 KK1384_STAMPING: 5595 1947
 KK1384_MARK LOGO: USGS  
 KK1384_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1384+STABILITY: POSITION/ELEVATION WELL
 KK1384_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK1384+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2000
 KK1384
 KK1384  HISTORY     - Date     Condition        Report By
 KK1384  HISTORY     - 1947     MONUMENTED       USGS
 KK1384  HISTORY     - 1984     GOOD             NGS
 KK1384  HISTORY     - 20000629 GOOD             CO1435
 KK1384  HISTORY     - 20050314 POOR             USGS-R
 KK1384  HISTORY     - 20050314 POOR             USGS-R
 KK1384
 KK1384                          STATION DESCRIPTION
 KK1384
 KK1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1384'IN LAKEWOOD.
 KK1384'IN LAKEWOOD, AT THE DENVER FEDERAL CENTER, AT THE INTERSECTION OF
 KK1384'CENTER AVENUE AND THIRD STREET, SET VERTICALLY IN THE SOUTHWEST FACE
 KK1384'OF BUILDING NUMBER W 9, 140.0 METERS (459.3 FT) NORTHWEST OF THE
 KK1384'CENTERLINE OF THE AVENUE, 12.0 METERS (39.4 FT) NORTHEAST OF THE
 KK1384'CENTERLINE OF THE STREET, AND 1.5 METERS (4.9 FT) SOUTHEAST OF THE
 KK1384'CENTER OF THE ENTRANCE TO THE BUILDING.
 KK1384'THE MARK IS 1.5 M ABOVE A SIDEWALK.
 KK1384
 KK1384                          STATION RECOVERY (2000)
 KK1384
 KK1384'RECOVERY NOTE BY CITY OF LAKEWOOD COLORADO 2000 (KM)
 KK1384'RECOVERED IN GOOD CONDITION.
 KK1384
 KK1384                          STATION RECOVERY (2005)
 KK1384
 KK1384'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 2005 (DPB)
 KK1384'THE USGS TABLET WAS REMOVED FROM FACE OF BUILDING DURING REMODELING.
 KK1384'ON 3/14/2005 IT WAS PLACED BACK INTO THE NEW BRICK FACING, BUT NOT
 KK1384'RELEVELED.  THE REMONUMENTATION WAS NOT IN EXACTLY THE SAME LOCATION
 KK1384'ON THE WALL.  IT WAS SET FOR COMMEMORATIVE REASONS. TABLET WAS NOT
 KK1384'STAMPED RESET.  CAUTION DO NOT USE AS VERTICAL CONTROL.
 KK1384'NOTE--STAMPING ON MARK IS ACTUALLY RMD-1-1948 5595
 KK1384
 KK1384                          STATION RECOVERY (2005)
 KK1384
 KK1384'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 2005 (DPB)
 KK1384'THE USGS TABLET WAS REMOVED FROM FACE OF BUILDING DURING REMODELING.
 KK1384'ON 3/14/2005 IT WAS PLACED BACK INTO THE NEW BRICK FACING, BUT NOT
 KK1384'RELEVELED.  THE REMONUMENTATION WAS NOT IN EXACTLY THE SAME LOCATION
 KK1384'ON THE WALL.  IT WAS SET FOR COMMEMORATIVE REASONS. TABLET WAS NOT
 KK1384'STAMPED RESET.  CAUTION DO NOT USE AS VERTICAL CONTROL.
 KK1384'NOTE--STAMPING ON MARK IS ACTUALLY RMD-1-1948 5595
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1870 ***********************************************************************
 KK1870  DESIGNATION -  56
 KK1870  PID         -  KK1870
 KK1870  STATE/COUNTY-  CO/JEFFERSON
 KK1870  USGS QUAD   -  EVERGREEN (1994)
 KK1870
 KK1870                         *CURRENT SURVEY CONTROL
 KK1870  ___________________________________________________________________
 KK1870* NAD 83(1992)-  39 38 48.30127(N)    105 20 50.34835(W)     ADJUSTED  
 KK1870* NAVD 88     -      2403.7    (meters)    7886.     (feet)  VERTCON   
 KK1870  ___________________________________________________________________
 KK1870  LAPLACE CORR-         -17.37  (seconds)                    DEFLEC99
 KK1870  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 KK1870
 KK1870  HORZ ORDER  -  SECOND
 KK1870
 KK1870.The horizontal coordinates were established by classical geodetic methods
 KK1870.and adjusted by the National Geodetic Survey in January 1993..
 KK1870
 KK1870.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1870
 KK1870.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1870
 KK1870.The geoid height was determined by GEOID03.
 KK1870
 KK1870;                    North         East     Units Scale Factor Converg.
 KK1870;SPC CO C     -   506,119.432   927,506.532   MT  0.99998121   +0 05 46.7
 KK1870;SPC CO C     - 1,660,493.50  3,042,994.35   sFT  0.99998121   +0 05 46.7
 KK1870;UTM  13      - 4,388,608.790   470,200.718   MT  0.99961093   -0 13 17.8
 KK1870
 KK1870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1870!SPC CO C     -   0.99962525  x   0.99998121  =   0.99960647
 KK1870!UTM  13      -   0.99962525  x   0.99961093  =   0.99923633
 KK1870
 KK1870|---------------------------------------------------------------------|
 KK1870| PID    Reference Object                     Distance      Geod. Az  |
 KK1870|                                                           dddmmss.s |
 KK1870| CP7140 56 RM 1                               6.693 METERS 06823     |
 KK1870| CP7141 56 RM 2                              14.951 METERS 12432     |
 KK1870| KK1895 VA 9700=BERGEN                      APPROX. 4.6 KM 2974152.0 |
 KK1870|---------------------------------------------------------------------|
 KK1870
 KK1870                          SUPERSEDED SURVEY CONTROL
 KK1870
 KK1870  NAD 83(1986)-  39 38 48.29931(N)    105 20 50.34817(W) AD(       ) 2
 KK1870  NAD 27      -  39 38 48.33936(N)    105 20 48.37327(W) AD(       ) 2
 KK1870  NGVD 29 (07/19/86) 2402.6    (m)         7883.     (f) VERT ANG       
 KK1870
 KK1870.Superseded values are not recommended for survey control.
 KK1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1870.See file dsdata.txt to determine how the superseded data were derived.
 KK1870
 KK1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7020188609(NAD 83)
 KK1870_MARKER: DD = SURVEY DISK
 KK1870_SETTING: 66 = SET IN ROCK OUTCROP
 KK1870
 KK1870  HISTORY     - Date     Condition        Report By
 KK1870  HISTORY     - 1977     MONUMENTED       CO-059
 KK1870
 KK1870                          STATION DESCRIPTION
 KK1870
 KK1870'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1870'THE STATION IS LOCATED 0.3 MILE SOUTHWEST OF THE EVERGREEN
 KK1870'POST OFFICE, 0.4 MILE SOUTHWEST OF COLORADO STATE HIGHWAY 74,
 KK1870'AND 0.2 MILE NORTHEAST OF THE WEST 1/4 CORNER OF SECTION 4,
 KK1870'T 5 S, R 71 W.
 KK1870'
 KK1870'TO REACH THE STATION FROM THE POST OFFICE IN EVERGREEN (LOCATED
 KK1870'IN NORTH EVERGREEN JUST WEST OF STATE HIGHWAY 74), PROCEED WEST
 KK1870'ON DIRT ROAD WHICH STARTS ON THE SOUTHEAST SIDE OF THE POST
 KK1870'OFFICE PARKING LOT FOR 0.2 MILE TO A FORK.  TAKE THE LEFT FORK
 KK1870'AND PROCEED SOUTH FOR 0.3 MILE TO ANOTHER FORK IN ROAD.  TAKE
 KK1870'THE RIGHT FORK AND PROCEED NORTHWEST FOR 0.2 MILE TO TOP OF
 KK1870'HILL.  PACK 2 MINUTES TO THE TOP OF A LARGE ROCK OUTCROP AND
 KK1870'THE STATION ON THE NORTHWEST SIDE OF THE HIGHEST POINT OF THE
 KK1870'OUTCROP.
 KK1870'
 KK1870'THE STATION MARK, STAMPED---56 JCMD 1977---, IS A 3-INCH BRONZE
 KK1870'DISK CEMENTED IN A DRILL HOLE ON THE HIGHEST POINT OF THE
 KK1870'OUTCROP, 16 FEET NORTH-NORTHWEST OF A 6-INCH PINE TREE, GROWING
 KK1870'FROM THE TOP OF THE SAME ROCK OUTCROP, AND 21.2 FEET WEST OF
 KK1870'AN 18-INCH PINE TREE, GROWING FROM THE SOUTH BASE OF THE OUTCROP.
 KK1870'
 KK1870'REFERENCE MARK 1, STAMPED---56 JCMD RM 1 1977---, IS A 3-INCH
 KK1870'BRONZE DISK CEMENTED IN A DRILL HOLE 21.8 FEET NORTHEAST OF THE
 KK1870'THE STATION, AND 2.5 FEET SOUTHWEST OF A SHEER 8-FOOT DROP
 KK1870'OFF TO THE NORTHEAST.
 KK1870'
 KK1870'REFERENCE MARK 2, STAMPED---56 JCMD RM 2 1977---, IS A 3-INCH
 KK1870'BRONZE DISK CEMENTED IN A DRILL HOLE 46.3 FEET TO THE SOUTHEAST
 KK1870'OF THE STATION, 28.3 FEET SOUTHEAST OF THE BEFORE MENTIONED
 KK1870'6-INCH PINE TREE, AND 12.5 FEET NORTH OF A SHEER 10-FOOT DROP
 KK1870'OFF TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0953 ***********************************************************************
 KK0953  DESIGNATION -  56 G
 KK0953  PID         -  KK0953
 KK0953  STATE/COUNTY-  CO/PARK
 KK0953  USGS QUAD   -  FARNUM PEAK (1956)
 KK0953
 KK0953                         *CURRENT SURVEY CONTROL
 KK0953  ___________________________________________________________________
 KK0953* NAD 83(1986)-  39 11 27.     (N)    105 32 49.     (W)     SCALED    
 KK0953* NAVD 88     -      2673.812  (meters)    8772.33   (feet)  ADJUSTED  
 KK0953  ___________________________________________________________________
 KK0953  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 KK0953  DYNAMIC HT  -        2670.577 (meters)    8761.72  (feet)  COMP
 KK0953  MODELED GRAV-     979,320.1   (mgal)                       NAVD 88
 KK0953
 KK0953  VERT ORDER  -  SECOND    CLASS 0
 KK0953
 KK0953.The horizontal coordinates were scaled from a topographic map and have
 KK0953.an estimated accuracy of +/- 6 seconds.
 KK0953
 KK0953.The orthometric height was determined by differential leveling
 KK0953.and adjusted by the National Geodetic Survey in June 1991..
 KK0953
 KK0953.The geoid height was determined by GEOID03.
 KK0953
 KK0953.The dynamic height is computed by dividing the NAVD 88
 KK0953.geopotential number by the normal gravity value computed on the
 KK0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0953.degrees latitude (g = 980.6199 gals.).
 KK0953
 KK0953.The modeled gravity was interpolated from observed gravity values.
 KK0953
 KK0953;                    North         East    Units  Estimated Accuracy
 KK0953;SPC CO C     -   455,490.      910,350.      MT  (+/- 180 meters Scaled)
 KK0953
 KK0953                          SUPERSEDED SURVEY CONTROL
 KK0953
 KK0953  NGVD 29 (??/??/92) 2672.381  (m)         8767.64   (f) ADJ UNCH    2 0
 KK0953
 KK0953.Superseded values are not recommended for survey control.
 KK0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0953.See file dsdata.txt to determine how the superseded data were derived.
 KK0953
 KK0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD527380(NAD 83)
 KK0953_MARKER: DD = SURVEY DISK
 KK0953_SETTING: 80 = SET IN A BOULDER
 KK0953_STAMPING: 56 G 1930
 KK0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0953+STABILITY: SURFACE MOTION
 KK0953
 KK0953  HISTORY     - Date     Condition        Report By
 KK0953  HISTORY     - 1930     MONUMENTED       USGS
 KK0953  HISTORY     - 1934     GOOD             NGS
 KK0953
 KK0953                          STATION DESCRIPTION
 KK0953
 KK0953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KK0953'21.3 MI SE FROM JEFFERSON.
 KK0953'21.3 MILES SOUTHEAST ALONG STATE HIGHWAY 77 FROM THE GRAMMAR SCHOOL
 KK0953'AT JEFFERSON, PARK COUNTY, 40 FEET SOUTHWEST OF THE TOP OF A RIDGE,
 KK0953'20 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 43 FEET NORTHEAST
 KK0953'OF A FENCE CORNER, AND IN A 4-BY 10-FOOT BOULDER.  A UNITED STATES
 KK0953'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 56 G 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0062 ***********************************************************************
 HK0062  DESIGNATION -  5606
 HK0062  PID         -  HK0062
 HK0062  STATE/COUNTY-  CO/LAS ANIMAS
 HK0062  USGS QUAD   -  TYRONE (1993)
 HK0062
 HK0062                         *CURRENT SURVEY CONTROL
 HK0062  ___________________________________________________________________
 HK0062* NAD 83(1986)-  37 29 43.     (N)    104 10 09.     (W)     SCALED    
 HK0062* NAVD 88     -      1710.456  (meters)    5611.72   (feet)  ADJUSTED  
 HK0062  ___________________________________________________________________
 HK0062  GEOID HEIGHT-         -19.92  (meters)                     GEOID03
 HK0062  DYNAMIC HT  -        1708.496 (meters)    5605.29  (feet)  COMP
 HK0062  MODELED GRAV-     979,423.7   (mgal)                       NAVD 88
 HK0062
 HK0062  VERT ORDER  -  SECOND    CLASS 0
 HK0062
 HK0062.The horizontal coordinates were scaled from a topographic map and have
 HK0062.an estimated accuracy of +/- 6 seconds.
 HK0062
 HK0062.The orthometric height was determined by differential leveling
 HK0062.and adjusted by the National Geodetic Survey in June 1991..
 HK0062
 HK0062.The geoid height was determined by GEOID03.
 HK0062
 HK0062.The dynamic height is computed by dividing the NAVD 88
 HK0062.geopotential number by the normal gravity value computed on the
 HK0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0062.degrees latitude (g = 980.6199 gals.).
 HK0062
 HK0062.The modeled gravity was interpolated from observed gravity values.
 HK0062
 HK0062;                    North         East    Units  Estimated Accuracy
 HK0062;SPC CO S     -   397,600.    1,032,080.      MT  (+/- 180 meters Scaled)
 HK0062
 HK0062                          SUPERSEDED SURVEY CONTROL
 HK0062
 HK0062  NGVD 29 (??/??/92) 1709.553  (m)         5608.76   (f) ADJ UNCH    2 0
 HK0062
 HK0062.Superseded values are not recommended for survey control.
 HK0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0062.See file dsdata.txt to determine how the superseded data were derived.
 HK0062
 HK0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB734501(NAD 83)
 HK0062_MARKER: P = PIPE CAP
 HK0062_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HK0062_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HK0062_STAMPING: 5606
 HK0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0062
 HK0062  HISTORY     - Date     Condition        Report By
 HK0062  HISTORY     - UNK      MONUMENTED       USGS
 HK0062  HISTORY     - 1934     GOOD             NGS
 HK0062
 HK0062                          STATION DESCRIPTION
 HK0062
 HK0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HK0062'4.1 MI NE FROM TYRONE.
 HK0062'ABOUT 4.1 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA
 HK0062'FE RAILWAY FROM THE STATION AT TYRONE, LAS ANIMAS COUNTY, ABOUT
 HK0062'8 POLES SOUTHWEST OF MILEPOST 605, ABOUT 50 YARDS EAST OF A
 HK0062'SWITCH STAND, ABOUT 101 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HK0062'TRACK, 47 FEET SOUTH OF A POLE, AND 1 FOOT SOUTHEAST OF A FENCE.
 HK0062'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 5606
 HK0062'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE EMBEDDED IN
 HK0062'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0491 ***********************************************************************
 KL0491  DESIGNATION -  5613
 KL0491  PID         -  KL0491
 KL0491  STATE/COUNTY-  CO/GARFIELD
 KL0491  USGS QUAD   -  STORM KING MOUNTAIN (1987)
 KL0491
 KL0491                         *CURRENT SURVEY CONTROL
 KL0491  ___________________________________________________________________
 KL0491* NAD 83(1986)-  39 34 25.     (N)    107 28 27.     (W)     SCALED    
 KL0491* NAVD 88     -      1711.508  (meters)    5615.17   (feet)  ADJUSTED  
 KL0491  ___________________________________________________________________
 KL0491  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 KL0491  DYNAMIC HT  -        1709.728 (meters)    5609.33  (feet)  COMP
 KL0491  MODELED GRAV-     979,527.8   (mgal)                       NAVD 88
 KL0491
 KL0491  VERT ORDER  -  SECOND    CLASS 0
 KL0491
 KL0491.The horizontal coordinates were scaled from a topographic map and have
 KL0491.an estimated accuracy of +/- 6 seconds.
 KL0491
 KL0491.The orthometric height was determined by differential leveling
 KL0491.and adjusted by the National Geodetic Survey in June 1991..
 KL0491
 KL0491.The geoid height was determined by GEOID03.
 KL0491
 KL0491.The dynamic height is computed by dividing the NAVD 88
 KL0491.geopotential number by the normal gravity value computed on the
 KL0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0491.degrees latitude (g = 980.6199 gals.).
 KL0491
 KL0491.The modeled gravity was interpolated from observed gravity values.
 KL0491
 KL0491;                    North         East    Units  Estimated Accuracy
 KL0491;SPC CO C     -   499,830.      744,800.      MT  (+/- 180 meters Scaled)
 KL0491
 KL0491                          SUPERSEDED SURVEY CONTROL
 KL0491
 KL0491  NGVD 29 (??/??/92) 1710.285  (m)         5611.16   (f) ADJ UNCH    2 0
 KL0491
 KL0491.Superseded values are not recommended for survey control.
 KL0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0491.See file dsdata.txt to determine how the superseded data were derived.
 KL0491
 KL0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD874833(NAD 83)
 KL0491_MARKER: DD = SURVEY DISK
 KL0491_SETTING: 80 = SET IN A BOULDER
 KL0491_SP_SET: BOULDER
 KL0491_STAMPING: 5613
 KL0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0491+STABILITY: SURFACE MOTION
 KL0491
 KL0491  HISTORY     - Date     Condition        Report By
 KL0491  HISTORY     - UNK      MONUMENTED       USGS
 KL0491  HISTORY     - 1973     GOOD             NGS
 KL0491
 KL0491                          STATION DESCRIPTION
 KL0491
 KL0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 KL0491'3.7 MI E FROM NEW CASTLE.
 KL0491'3.7 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KL0491'NEW CASTLE, GARFIELD COUNTY, 80 FEET WEST OF MILEPOST 369, NORTH OF
 KL0491'THE TRACK, AND IN THE TOP OF A LARGE GRANITE BOULDER.  A UNITED STATES
 KL0491'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5613.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0307 ***********************************************************************
 JK0307  DESIGNATION -  5618
 JK0307  PID         -  JK0307
 JK0307  STATE/COUNTY-  CO/EL PASO
 JK0307  USGS QUAD   -  BUTTES (1994)
 JK0307
 JK0307                         *CURRENT SURVEY CONTROL
 JK0307  ___________________________________________________________________
 JK0307* NAD 83(1986)-  38 34 31.     (N)    104 43 16.     (W)     SCALED    
 JK0307* NAVD 88     -      1713.261  (meters)    5620.92   (feet)  ADJUSTED  
 JK0307  ___________________________________________________________________
 JK0307  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 JK0307  DYNAMIC HT  -        1711.431 (meters)    5614.92  (feet)  COMP
 JK0307  MODELED GRAV-     979,500.2   (mgal)                       NAVD 88
 JK0307
 JK0307  VERT ORDER  -  SECOND    CLASS 0
 JK0307
 JK0307.The horizontal coordinates were scaled from a topographic map and have
 JK0307.an estimated accuracy of +/- 6 seconds.
 JK0307
 JK0307.The orthometric height was determined by differential leveling
 JK0307.and adjusted by the National Geodetic Survey in June 1991..
 JK0307
 JK0307.The geoid height was determined by GEOID03.
 JK0307
 JK0307.The dynamic height is computed by dividing the NAVD 88
 JK0307.geopotential number by the normal gravity value computed on the
 JK0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0307.degrees latitude (g = 980.6199 gals.).
 JK0307
 JK0307.The modeled gravity was interpolated from observed gravity values.
 JK0307
 JK0307;                    North         East    Units  Estimated Accuracy
 JK0307;SPC CO C     -   387,450.      982,270.      MT  (+/- 180 meters Scaled)
 JK0307
 JK0307                          SUPERSEDED SURVEY CONTROL
 JK0307
 JK0307  NGVD 29 (??/??/92) 1712.280  (m)         5617.71   (f) ADJ UNCH    2 0
 JK0307
 JK0307.Superseded values are not recommended for survey control.
 JK0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0307.See file dsdata.txt to determine how the superseded data were derived.
 JK0307
 JK0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC242696(NAD 83)
 JK0307_MARKER: DB = BENCH MARK DISK
 JK0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0307_STAMPING: 5618 G F 23 1947
 JK0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0307+STABILITY: SURFACE MOTION
 JK0307
 JK0307  HISTORY     - Date     Condition        Report By
 JK0307  HISTORY     - 1947     MONUMENTED       USGS
 JK0307  HISTORY     - 1952     GOOD             NGS
 JK0307  HISTORY     - 1984     MARK NOT FOUND   NGS
 JK0307
 JK0307                          STATION DESCRIPTION
 JK0307
 JK0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JK0307'9.9 MI SW FROM FOUNTAIN.
 JK0307'6.8 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 JK0307'THE STATION AT FOUNTAIN, THENCE 0.1 MILE WEST ALONG A GRAVLED
 JK0307'ROAD, THENCE 3.0 MILES SOUTHWEST ALONG A TRACK ROAD 38 FEET SOUTHWEST
 JK0307'OF THE CENTER LINE OF THE MILITARY BOUNDARY ROAD AND A TRACK ROAD
 JK0307'EAST, 10 FEET SOUTH OF THE CENTERLINE OF A TRACK ROAD LEADING
 JK0307'SOUTHWEST TO A CONCRETE BUILDING, 3 FEET EAST OF A WITNESS POST, SET
 JK0307'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE
 JK0307'GROUND.
 JK0307
 JK0307                          STATION RECOVERY (1984)
 JK0307
 JK0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0048 ***********************************************************************
 HK0048  DESIGNATION -  5629
 HK0048  PID         -  HK0048
 HK0048  STATE/COUNTY-  CO/LAS ANIMAS
 HK0048  USGS QUAD   -  EARL (1970)
 HK0048
 HK0048                         *CURRENT SURVEY CONTROL
 HK0048  ___________________________________________________________________
 HK0048* NAD 83(1992)-  37 21 37.51515(N)    104 15 07.26240(W)     ADJUSTED  
 HK0048* NAVD 88     -      1717.630  (meters)    5635.26   (feet)  ADJUSTED  
 HK0048  ___________________________________________________________________
 HK0048  X           -  -1,249,935.340 (meters)                     COMP
 HK0048  Y           -  -4,920,905.948 (meters)                     COMP
 HK0048  Z           -   3,850,292.913 (meters)                     COMP
 HK0048  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 HK0048  ELLIP HEIGHT-        1697.94  (meters)          (12/03/02) GPS OBS
 HK0048  GEOID HEIGHT-         -19.68  (meters)                     GEOID03
 HK0048  DYNAMIC HT  -        1715.616 (meters)    5628.65  (feet)  COMP
 HK0048  MODELED GRAV-     979,397.2   (mgal)                       NAVD 88
 HK0048
 HK0048  HORZ ORDER  -  FIRST
 HK0048  VERT ORDER  -  SECOND    CLASS 0
 HK0048  ELLP ORDER  -  FOURTH    CLASS II
 HK0048
 HK0048.The horizontal coordinates were established by GPS observations
 HK0048.and adjusted by the National Geodetic Survey in April 2001..
 HK0048
 HK0048.The orthometric height was determined by differential leveling
 HK0048.and adjusted by the National Geodetic Survey in June 1991..
 HK0048
 HK0048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HK0048
 HK0048.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0048
 HK0048.The ellipsoidal height was determined by GPS observations
 HK0048.and is referenced to NAD 83.
 HK0048
 HK0048.The geoid height was determined by GEOID03.
 HK0048
 HK0048.The dynamic height is computed by dividing the NAVD 88
 HK0048.geopotential number by the normal gravity value computed on the
 HK0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0048.degrees latitude (g = 980.6199 gals.).
 HK0048
 HK0048.The modeled gravity was interpolated from observed gravity values.
 HK0048
 HK0048;                    North         East     Units Scale Factor Converg.
 HK0048;SPC CO S     -   382,534.606 1,024,954.763   MT  0.99997936   +0 45 55.7
 HK0048;SPC CO S     - 1,255,032.29  3,362,705.75   sFT  0.99997936   +0 45 55.7
 HK0048;UTM  13      - 4,135,118.623   566,237.612   MT  0.99965404   +0 27 14.1
 HK0048
 HK0048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0048!SPC CO S     -   0.99973362  x   0.99997936  =   0.99971299
 HK0048!UTM  13      -   0.99973362  x   0.99965404  =   0.99938775
 HK0048
 HK0048                          SUPERSEDED SURVEY CONTROL
 HK0048
 HK0048  ELLIP H (04/19/01) 1697.96   (m)                       GP(       ) 4 2
 HK0048  NAVD 88 (04/19/01) 1717.63   (m)         5635.3    (f) LEVELING    3  
 HK0048  NGVD 29 (??/??/92) 1716.705  (m)         5632.22   (f) ADJ UNCH    2 0
 HK0048
 HK0048.Superseded values are not recommended for survey control.
 HK0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0048.See file dsdata.txt to determine how the superseded data were derived.
 HK0048
 HK0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB6623835119(NAD 83)
 HK0048_MARKER: DB = BENCH MARK DISK
 HK0048_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HK0048_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HK0048_STAMPING: 5629
 HK0048_MARK LOGO: USGS  
 HK0048_MAGNETIC: N = NO MAGNETIC MATERIAL
 HK0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HK0048+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1999
 HK0048
 HK0048  HISTORY     - Date     Condition        Report By
 HK0048  HISTORY     - UNK      MONUMENTED       USGS
 HK0048  HISTORY     - 1934     GOOD             NGS
 HK0048  HISTORY     - 19990520 GOOD             NGS
 HK0048
 HK0048                          STATION DESCRIPTION
 HK0048
 HK0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HK0048'1 MI SW FROM MODEL.
 HK0048'ABOUT 1.0 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA
 HK0048'FE RAILWAY FROM THE STATION AT MODEL, LAS ANIMAS COUNTY, 1 POLE
 HK0048'NORTHEAST OF MILEPOST 616, ABOUT 100 FEET SOUTHEAST OF THE CENTER
 HK0048'LINE OF THE TRACK, 32 FEET SOUTHEAST OF A POLE, AND 1 FOOT
 HK0048'SOUTHEAST OF A FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HK0048'CAP, STAMPED 5629 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 HK0048'PIPE EMBEDDED IN CONCRETE.
 HK0048
 HK0048                          STATION RECOVERY (1999)
 HK0048
 HK0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 HK0048'DESCRIBED BY NGS 1999 (RSC)
 HK0048'THE STATION IS LOCATED ABOUT 19.5 MI (31.4 KM) NORTHEAST OF TRINIDAD,
 HK0048'7.1
 HK0048'MI(11.4 KM) SOUTHWEST OF TYRONE AND 1 MI (1.6 KM) SOUTHWEST OF MODEL,
 HK0048'IN
 HK0048'THE NORTHEAST 1/4 OF SECTION 8, T 31 S, R 61 W, AT U.  S.  HIGHWAY 350
 HK0048'MILEPOST
 HK0048'12.9.  OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION RIGHT-OF-WAY
 HK0048' 
 HK0048'TO REACH THE STATION FROM THE MODEL MERCANTILE IN THE TOWN OF MODEL
 HK0048'ON U.  S.  HIGHWAY 350, GO SOUTHWEST ON U.  S.  HIGHWAY 350 FOR 0.95
 HK0048'MI(1.53 KM)
 HK0048'TO THE STATION ON THE RIGHT
 HK0048' 
 HK0048'THE MARK IS A PIPE DISK SET INTO THE TOP OF AN IRON PIPE WHICH IS
 HK0048'SURROUNDED BY A SQUARE 30 CM CONCRETE POST, THE TOP OF THE PIPE IS 40
 HK0048'CM
 HK0048'ABOVE THE GROUND.  IT IS 66.7 M (218.8 FT) NORTHEAST FROM RAILROAD
 HK0048'MILEPOST
 HK0048'616, 29.9 M (98.1 FT) EAST-SOUTHEAST FROM THE NEAR RAIL, 9.5 M (31.2
 HK0048'FT)
 HK0048'EAST-SOUTHEAST FROM A TELEPHONE POLE NUMBER 25G, 9.5 M (31.2 FT)
 HK0048'WEST-NORTHWEST FROM THE CENTER LINE OF THE HIGHWAY, 1.0 M (3.3 FT)
 HK0048'NORTH-NORTHEAST FROM A WITNESS POST, 0.4 M (1.3 FT) SOUTHWEST FROM A
 HK0048'WITNESS POST AND ABOUT 0.3 M (1.0 FT) ABOVE THE HIGHWAY.
 HK0048' 
 HK0048'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0320 ***********************************************************************
 LL0320  DESIGNATION -  5632
 LL0320  PID         -  LL0320
 LL0320  STATE/COUNTY-  CO/WELD
 LL0320  USGS QUAD   -  DOVER (1972)
 LL0320
 LL0320                         *CURRENT SURVEY CONTROL
 LL0320  ___________________________________________________________________
 LL0320* NAD 83(1986)-  40 51 34.     (N)    104 51 34.     (W)     SCALED    
 LL0320* NAVD 88     -      1717.181  (meters)    5633.78   (feet)  ADJUSTED  
 LL0320  ___________________________________________________________________
 LL0320  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 LL0320  DYNAMIC HT  -        1715.703 (meters)    5628.94  (feet)  COMP
 LL0320  MODELED GRAV-     979,702.7   (mgal)                       NAVD 88
 LL0320
 LL0320  VERT ORDER  -  FIRST     CLASS II
 LL0320
 LL0320.The horizontal coordinates were scaled from a topographic map and have
 LL0320.an estimated accuracy of +/- 6 seconds.
 LL0320
 LL0320.The orthometric height was determined by differential leveling
 LL0320.and adjusted by the National Geodetic Survey in June 1991..
 LL0320
 LL0320.The geoid height was determined by GEOID03.
 LL0320
 LL0320.The dynamic height is computed by dividing the NAVD 88
 LL0320.geopotential number by the normal gravity value computed on the
 LL0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0320.degrees latitude (g = 980.6199 gals.).
 LL0320
 LL0320.The modeled gravity was interpolated from observed gravity values.
 LL0320
 LL0320;                    North         East    Units  Estimated Accuracy
 LL0320;SPC CO N     -   474,450.      968,410.      MT  (+/- 180 meters Scaled)
 LL0320
 LL0320                          SUPERSEDED SURVEY CONTROL
 LL0320
 LL0320  NGVD 29 (??/??/92) 1716.198  (m)         5630.56   (f) ADJ UNCH    1 2
 LL0320
 LL0320.Superseded values are not recommended for survey control.
 LL0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0320.See file dsdata.txt to determine how the superseded data were derived.
 LL0320
 LL0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF118231(NAD 83)
 LL0320_MARKER: DD = SURVEY DISK
 LL0320_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LL0320_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LL0320_STAMPING: 5632 DENV 1906
 LL0320_MARK LOGO: USGS  
 LL0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0320
 LL0320  HISTORY     - Date     Condition        Report By
 LL0320  HISTORY     - 1906     MONUMENTED       USGS
 LL0320  HISTORY     - 1956     GOOD             NGS
 LL0320  HISTORY     - 1983     GOOD             NGS
 LL0320
 LL0320                          STATION DESCRIPTION
 LL0320
 LL0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0320'2.6 MI SE FROM CARR.
 LL0320'2.65 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL0320'STATION AT CARR, 4 POLES NORTHWEST OF THE NORTHWEST END OF A CUT,
 LL0320'ON THE SOUTHWEST SLOPE OF A HILL, 52.7 FEET NORTHEAST OF THE
 LL0320'NORTHEAST RAIL, 44 FEET NORTHEAST OF A BATTERY BOX, 19.7 FEET EAST
 LL0320'OF A TELEPHONE POLE, 4.4 FEET NORTHEAST OF A FENCE, 1 FOOT
 LL0320'SOUTHEAST OF A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH
 LL0320'IRON PIPE WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, IN SECTION 2,
 LL0320'TOWNSHIP 10 NORTH, RANGE 67 WEST.
 LL0320
 LL0320                          STATION RECOVERY (1983)
 LL0320
 LL0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0320'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0063 ***********************************************************************
 JM0063  DESIGNATION -  5637
 JM0063  PID         -  JM0063
 JM0063  STATE/COUNTY-  CO/MONTROSE
 JM0063  USGS QUAD   -  REDVALE (1994)
 JM0063
 JM0063                         *CURRENT SURVEY CONTROL
 JM0063  ___________________________________________________________________
 JM0063* NAD 83(1986)-  38 14 35.     (N)    108 29 54.     (W)     SCALED    
 JM0063* NAVD 88     -      1718.676  (meters)    5638.69   (feet)  ADJUSTED  
 JM0063  ___________________________________________________________________
 JM0063  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 JM0063  DYNAMIC HT  -        1716.688 (meters)    5632.17  (feet)  COMP
 JM0063  MODELED GRAV-     979,412.7   (mgal)                       NAVD 88
 JM0063
 JM0063  VERT ORDER  -  SECOND    CLASS 0
 JM0063
 JM0063.The horizontal coordinates were scaled from a topographic map and have
 JM0063.an estimated accuracy of +/- 6 seconds.
 JM0063
 JM0063.The orthometric height was determined by differential leveling
 JM0063.and adjusted by the National Geodetic Survey in June 1991..
 JM0063
 JM0063.The geoid height was determined by GEOID03.
 JM0063
 JM0063.The dynamic height is computed by dividing the NAVD 88
 JM0063.geopotential number by the normal gravity value computed on the
 JM0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0063.degrees latitude (g = 980.6199 gals.).
 JM0063
 JM0063.The modeled gravity was interpolated from observed gravity values.
 JM0063
 JM0063;                    North         East    Units  Estimated Accuracy
 JM0063;SPC CO S     -   483,970.      651,980.      MT  (+/- 180 meters Scaled)
 JM0063
 JM0063                          SUPERSEDED SURVEY CONTROL
 JM0063
 JM0063  NGVD 29 (??/??/92) 1717.439  (m)         5634.63   (f) ADJ UNCH    2 0
 JM0063
 JM0063.Superseded values are not recommended for survey control.
 JM0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0063.See file dsdata.txt to determine how the superseded data were derived.
 JM0063
 JM0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH189357(NAD 83)
 JM0063_MARKER: DD = SURVEY DISK
 JM0063_SETTING: 80 = SET IN A BOULDER
 JM0063_SP_SET: BOULDER
 JM0063_STAMPING: 5637
 JM0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0063+STABILITY: SURFACE MOTION
 JM0063
 JM0063  HISTORY     - Date     Condition        Report By
 JM0063  HISTORY     - UNK      MONUMENTED       USGS
 JM0063  HISTORY     - 1934     GOOD             NGS
 JM0063
 JM0063                          STATION DESCRIPTION
 JM0063
 JM0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JM0063'6.1 MI NE FROM NATURITA.
 JM0063'6.1 MILES NORTHEAST OF, ALONG STATE HWY. 90, FROM NATURITA PUBLIC
 JM0063'SCHOOL ABOUT .25 MILES SOUTH OF THOMAS RAYS RANCH HOUSE.  60 FEET
 JM0063'SOUTHEAST OF ROAD FORKS, EAST FORK TO MONTROSE AND WEST FORK TO
 JM0063'NORWOOD, AND NORTH FORK TO NUCLA.  BRONZE TABLET SET HORIZONTALLY IN
 JM0063'TOP OF SANDSTONE BOULDER 7 FT. WIDE, 7 FT. LONG, 3 FT. HIGH, B.M.
 JM0063'PAINTED ON BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0356 ***********************************************************************
 LL0356  DESIGNATION -  5639
 LL0356  PID         -  LL0356
 LL0356  STATE/COUNTY-  CO/WELD
 LL0356  USGS QUAD   -  DOVER (1972)
 LL0356
 LL0356                         *CURRENT SURVEY CONTROL
 LL0356  ___________________________________________________________________
 LL0356* NAD 83(1986)-  40 52 12.     (N)    104 46 26.     (W)     SCALED    
 LL0356* NAVD 88     -      1719.282  (meters)    5640.68   (feet)  ADJUSTED  
 LL0356  ___________________________________________________________________
 LL0356  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 LL0356  DYNAMIC HT  -        1717.810 (meters)    5635.85  (feet)  COMP
 LL0356  MODELED GRAV-     979,707.6   (mgal)                       NAVD 88
 LL0356
 LL0356  VERT ORDER  -  SECOND    CLASS 0
 LL0356
 LL0356.The horizontal coordinates were scaled from a topographic map and have
 LL0356.an estimated accuracy of +/- 6 seconds.
 LL0356
 LL0356.The orthometric height was determined by differential leveling
 LL0356.and adjusted by the National Geodetic Survey in June 1991..
 LL0356
 LL0356.The geoid height was determined by GEOID03.
 LL0356
 LL0356.The dynamic height is computed by dividing the NAVD 88
 LL0356.geopotential number by the normal gravity value computed on the
 LL0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0356.degrees latitude (g = 980.6199 gals.).
 LL0356
 LL0356.The modeled gravity was interpolated from observed gravity values.
 LL0356
 LL0356;                    North         East    Units  Estimated Accuracy
 LL0356;SPC CO N     -   475,680.      975,610.      MT  (+/- 180 meters Scaled)
 LL0356
 LL0356                          SUPERSEDED SURVEY CONTROL
 LL0356
 LL0356  NGVD 29 (??/??/92) 1718.313  (m)         5637.50   (f) ADJ UNCH    2 0
 LL0356
 LL0356.Superseded values are not recommended for survey control.
 LL0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0356.See file dsdata.txt to determine how the superseded data were derived.
 LL0356
 LL0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF190243(NAD 83)
 LL0356_MARKER: DD = SURVEY DISK
 LL0356_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LL0356_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LL0356_STAMPING: 5639 DENV 1906
 LL0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0356
 LL0356  HISTORY     - Date     Condition        Report By
 LL0356  HISTORY     - 1906     MONUMENTED       USGS
 LL0356  HISTORY     - 1952     GOOD             NGS
 LL0356
 LL0356                          STATION DESCRIPTION
 LL0356
 LL0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 LL0356'7.4 MI SE FROM CARR.
 LL0356'4.25 MILES EAST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 LL0356'RAILROAD STATION AT CARR, THENCE 2.0 MILES SOUTH ALONG U.S.
 LL0356'HIGHWAY 85, THENCE 1.2 MILES EAST ALONG A GRAVELED ROAD, THENCE
 LL0356'0.1 MILE NORTH OF THE GRAVELED ROAD, 0.15 MILE NORTHEAST OF
 LL0356'BENCH MARK C 309, 330 FEET EAST OF A PIPE LINE, 15 FEET NORTH
 LL0356'OF THE CENTER LINE OF AN OLD DIM ROAD, RIVETED ON THE TOP OF A
 LL0356'3 1/2 INCH IRON PIPE WHICH PROJECTS 1.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0449 ***********************************************************************
 HJ0449  DESIGNATION -  5647
 HJ0449  PID         -  HJ0449
 HJ0449  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0449  USGS QUAD   -  BOX RANCH (1972)
 HJ0449
 HJ0449                         *CURRENT SURVEY CONTROL
 HJ0449  ___________________________________________________________________
 HJ0449* NAD 83(1986)-  37 13 45.     (N)    103 51 03.     (W)     SCALED    
 HJ0449* NAVD 88     -      1722.145  (meters)    5650.07   (feet)  ADJUSTED  
 HJ0449  ___________________________________________________________________
 HJ0449  GEOID HEIGHT-         -19.89  (meters)                     GEOID03
 HJ0449  DYNAMIC HT  -        1720.163 (meters)    5643.57  (feet)  COMP
 HJ0449  MODELED GRAV-     979,418.4   (mgal)                       NAVD 88
 HJ0449
 HJ0449  VERT ORDER  -  THIRD
 HJ0449
 HJ0449.The horizontal coordinates were scaled from a topographic map and have
 HJ0449.an estimated accuracy of +/- 6 seconds.
 HJ0449
 HJ0449.The orthometric height was determined by differential leveling
 HJ0449.and adjusted by the National Geodetic Survey in August 1995..
 HJ0449
 HJ0449.The geoid height was determined by GEOID03.
 HJ0449
 HJ0449.The dynamic height is computed by dividing the NAVD 88
 HJ0449.geopotential number by the normal gravity value computed on the
 HJ0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0449.degrees latitude (g = 980.6199 gals.).
 HJ0449
 HJ0449.The modeled gravity was interpolated from observed gravity values.
 HJ0449
 HJ0449;                    North         East    Units  Estimated Accuracy
 HJ0449;SPC CO S     -   368,520.    1,060,750.      MT  (+/- 180 meters Scaled)
 HJ0449
 HJ0449                          SUPERSEDED SURVEY CONTROL
 HJ0449
 HJ0449.No superseded survey control is available for this station.
 HJ0449
 HJ0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB019209(NAD 83)
 HJ0449_MARKER: I = METAL ROD
 HJ0449_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HJ0449+WITH SETTING: INFORMATION.
 HJ0449_SP_SET: METAL ROD DRIVEN INTO GROUND
 HJ0449_MARK LOGO: NONE  
 HJ0449_MAGNETIC: I = MARKER IS A STEEL ROD
 HJ0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HJ0449
 HJ0449  HISTORY     - Date     Condition        Report By
 HJ0449  HISTORY     - 1970     MONUMENTED       USGS
 HJ0449
 HJ0449                          STATION DESCRIPTION
 HJ0449
 HJ0449'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HJ0449'FROM THE JUNCTION OF COLORADO STATE HIGHWAY 389 AND U.S. HIGHWAY
 HJ0449'160, PROCEED 1.8 MILE (2.9 KM) EAST ALONG U.S. HIGHWAY 160 TO A
 HJ0449'CROSSROAD INTERSECTION, THENCE PROCEED 4.4 MILES (7.1 KM) NORTH ALONG
 HJ0449'A COUNTY ROAD KNOWN AS PIPELINE ROAD, 31 FEET (9.4 M) NORTHEAST OF
 HJ0449'THE ROAD, 8 FEET (2.4 M) SOUTHEAST OF A TELEPHONE POLE, TOP OF A
 HJ0449'COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0490 ***********************************************************************
 KL0490  DESIGNATION -  5654
 KL0490  PID         -  KL0490
 KL0490  STATE/COUNTY-  CO/GARFIELD
 KL0490  USGS QUAD   -  STORM KING MOUNTAIN (1987)
 KL0490
 KL0490                         *CURRENT SURVEY CONTROL
 KL0490  ___________________________________________________________________
 KL0490* NAD 83(1986)-  39 33 57.     (N)    107 25 17.     (W)     SCALED    
 KL0490* NAVD 88     -      1724.051  (meters)    5656.32   (feet)  ADJUSTED  
 KL0490  ___________________________________________________________________
 KL0490  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 KL0490  DYNAMIC HT  -        1722.247 (meters)    5650.41  (feet)  COMP
 KL0490  MODELED GRAV-     979,520.7   (mgal)                       NAVD 88
 KL0490
 KL0490  VERT ORDER  -  SECOND    CLASS 0
 KL0490
 KL0490.The horizontal coordinates were scaled from a topographic map and have
 KL0490.an estimated accuracy of +/- 6 seconds.
 KL0490
 KL0490.The orthometric height was determined by differential leveling
 KL0490.and adjusted by the National Geodetic Survey in June 1991..
 KL0490
 KL0490.The geoid height was determined by GEOID03.
 KL0490
 KL0490.The dynamic height is computed by dividing the NAVD 88
 KL0490.geopotential number by the normal gravity value computed on the
 KL0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0490.degrees latitude (g = 980.6199 gals.).
 KL0490
 KL0490.The modeled gravity was interpolated from observed gravity values.
 KL0490
 KL0490;                    North         East    Units  Estimated Accuracy
 KL0490;SPC CO C     -   498,870.      749,310.      MT  (+/- 180 meters Scaled)
 KL0490
 KL0490                          SUPERSEDED SURVEY CONTROL
 KL0490
 KL0490  NGVD 29 (??/??/92) 1722.816  (m)         5652.27   (f) ADJ UNCH    2 0
 KL0490
 KL0490.Superseded values are not recommended for survey control.
 KL0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0490.See file dsdata.txt to determine how the superseded data were derived.
 KL0490
 KL0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD919823(NAD 83)
 KL0490_MARKER: DD = SURVEY DISK
 KL0490_SETTING: 80 = SET IN A BOULDER
 KL0490_SP_SET: BOULDER
 KL0490_STAMPING: 5654
 KL0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0490+STABILITY: SURFACE MOTION
 KL0490
 KL0490  HISTORY     - Date     Condition        Report By
 KL0490  HISTORY     - UNK      MONUMENTED       USGS
 KL0490  HISTORY     - 1973     GOOD             NGS
 KL0490
 KL0490                          STATION DESCRIPTION
 KL0490
 KL0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 KL0490'2.2 MI E FROM CHARCA.
 KL0490'2.2 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KL0490'CHARCA, GARFIELD COUNTY, 70 FEET EAST OF MILEPOST 366, NORTH OF THE
 KL0490'TRACK, AND IN THE FACE OF A LARGE GRANITE BOULDER.  A UNITED STATES
 KL0490'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5654.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0682 ***********************************************************************
 KK0682  DESIGNATION -  5671
 KK0682  PID         -  KK0682
 KK0682  STATE/COUNTY-  CO/DOUGLAS
 KK0682  USGS QUAD   -  PLATTE CANYON (1994)
 KK0682
 KK0682                         *CURRENT SURVEY CONTROL
 KK0682  ___________________________________________________________________
 KK0682* NAD 83(1986)-  39 27 28.     (N)    105 07 37.     (W)     SCALED    
 KK0682* NAVD 88     -      1729.093  (meters)    5672.87   (feet)  POSTED    
 KK0682  ___________________________________________________________________
 KK0682  GEOID HEIGHT-         -15.51  (meters)                     GEOID03
 KK0682  DYNAMIC HT  -        1727.370 (meters)    5667.21  (feet)  COMP
 KK0682  MODELED GRAV-     979,570.8   (mgal)                       NAVD 88
 KK0682
 KK0682  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0682
 KK0682.The horizontal coordinates were scaled from a topographic map and have
 KK0682.an estimated accuracy of +/- 6 seconds.
 KK0682
 KK0682.The orthometric height was determined by differential leveling
 KK0682.and adjusted by the National Geodetic Survey in 1992..
 KK0682.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0682.rate of 0.0 thru 1.0 mm/km.
 KK0682
 KK0682.The geoid height was determined by GEOID03.
 KK0682
 KK0682.The dynamic height is computed by dividing the NAVD 88
 KK0682.geopotential number by the normal gravity value computed on the
 KK0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0682.degrees latitude (g = 980.6199 gals.).
 KK0682
 KK0682.The modeled gravity was interpolated from observed gravity values.
 KK0682
 KK0682;                    North         East    Units  Estimated Accuracy
 KK0682;SPC CO C     -   485,190.      946,510.      MT  (+/- 180 meters Scaled)
 KK0682
 KK0682                          SUPERSEDED SURVEY CONTROL
 KK0682
 KK0682  NGVD 29 (??/??/92) 1728.088  (m)         5669.57   (f) ADJ UNCH    1 2
 KK0682
 KK0682.Superseded values are not recommended for survey control.
 KK0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0682.See file dsdata.txt to determine how the superseded data were derived.
 KK0682
 KK0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD890675(NAD 83)
 KK0682_MARKER: DD = SURVEY DISK
 KK0682_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0682_SP_SET: BRIDGE
 KK0682_STAMPING: 5671
 KK0682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0682
 KK0682  HISTORY     - Date     Condition        Report By
 KK0682  HISTORY     - 1951     MONUMENTED       USGS
 KK0682  HISTORY     - 1951     GOOD             NGS
 KK0682  HISTORY     - 1955     GOOD             NGS
 KK0682  HISTORY     - 19790401 MARK NOT FOUND   LOCENG
 KK0682
 KK0682                          STATION DESCRIPTION
 KK0682
 KK0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0682'4.2 MI SW FROM KASSLER.
 KK0682'4.2 MILES SOUTHWEST ALONG THE ABANDONED COLORADO AND SOUTHERN
 KK0682'RAILROAD GRADE FROM THE MAIN ENTRANCE TO THE KASSLER FILTER PLANT
 KK0682'AT KASSLER, AT A STEEL BRIDGE OVER THE SOUTH PLATTE RIVER, 17 FEET
 KK0682'SOUTHWEST OF THE CENTER LINE OF THE BRIDGE, 3 FEET BELOW THE LEVEL
 KK0682'OF THE RAILROAD GRADE, 13 FEET SOUTHEAST OF THE SOUTH STEEL
 KK0682'BANNISTER OF THE BRIDGE, SET IN THE TOP OF THE THIRD GRANITE BLOCK
 KK0682'BELOW THE TOP OF THE SOUTH WINGWALL OF THE BRIDGE.
 KK0682
 KK0682                          STATION RECOVERY (1955)
 KK0682
 KK0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0682'RECOVERED IN GOOD CONDITION.
 KK0682
 KK0682                          STATION RECOVERY (1979)
 KK0682
 KK0682'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 KK0682'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2133 ***********************************************************************
 KK2133  DESIGNATION -  5671 RESET
 KK2133  PID         -  KK2133
 KK2133  STATE/COUNTY-  CO/DOUGLAS
 KK2133  USGS QUAD   -  PLATTE CANYON (1994)
 KK2133
 KK2133                         *CURRENT SURVEY CONTROL
 KK2133  ___________________________________________________________________
 KK2133* NAD 83(1992)-  39 27 29.02369(N)    105 07 37.26058(W)     ADJUSTED  
 KK2133* NAVD 88     -      1731.19   (meters)    5679.7    (feet)  LEVELING  
 KK2133  ___________________________________________________________________
 KK2133  X           -  -1,287,181.484 (meters)                     COMP
 KK2133  Y           -  -4,761,578.484 (meters)                     COMP
 KK2133  Z           -   4,032,799.927 (meters)                     COMP
 KK2133  LAPLACE CORR-         -17.58  (seconds)                    DEFLEC99
 KK2133  ELLIP HEIGHT-        1715.59  (meters)          (12/03/02) GPS OBS
 KK2133  GEOID HEIGHT-         -15.51  (meters)                     GEOID03
 KK2133
 KK2133  HORZ ORDER  -  FIRST
 KK2133  VERT ORDER  -  THIRD ?
 KK2133  ELLP ORDER  -  FOURTH    CLASS II
 KK2133
 KK2133.The horizontal coordinates were established by GPS observations
 KK2133.and adjusted by the National Geodetic Survey in December 1994..
 KK2133
 KK2133.The orthometric height was determined by differential leveling.
 KK2133.The vertical network tie was performed by a horz. field party for horz.
 KK2133.obs reductions. Reset procedures were used to establish the elevation.
 KK2133
 KK2133.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK2133
 KK2133.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2133
 KK2133.The ellipsoidal height was determined by GPS observations
 KK2133.and is referenced to NAD 83.
 KK2133
 KK2133.The geoid height was determined by GEOID03.
 KK2133
 KK2133;                    North         East     Units Scale Factor Converg.
 KK2133;SPC CO C     -   485,225.692   946,501.132   MT  0.99995528   +0 14 06.9
 KK2133;SPC CO C     - 1,591,944.62  3,105,312.46   sFT  0.99995528   +0 14 06.9
 KK2133;UTM  13      - 4,367,617.932   489,072.657   MT  0.99960147   -0 04 50.6
 KK2133
 KK2133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2133!SPC CO C     -   0.99973092  x   0.99995528  =   0.99968621
 KK2133!UTM  13      -   0.99973092  x   0.99960147  =   0.99933249
 KK2133
 KK2133                          SUPERSEDED SURVEY CONTROL
 KK2133
 KK2133  ELLIP H (12/14/94) 1715.64   (m)                       GP(       ) 3 1
 KK2133  NGVD 29 (03/28/06) 1730.00   (m)         5675.8    (f) RESET       3  
 KK2133
 KK2133.Superseded values are not recommended for survey control.
 KK2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2133.See file dsdata.txt to determine how the superseded data were derived.
 KK2133
 KK2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8907367618(NAD 83)
 KK2133_MARKER: DB = BENCH MARK DISK
 KK2133_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KK2133_SP_SET: SET IN TOP OF PARAPET WALL
 KK2133_STAMPING: 5671 RESET 1978
 KK2133_MARK LOGO: USGS  
 KK2133_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK2133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK2133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK2133+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1994
 KK2133
 KK2133  HISTORY     - Date     Condition        Report By
 KK2133  HISTORY     - 1978     MONUMENTED       LOCENG
 KK2133  HISTORY     - 19940307 GOOD             LOCENG
 KK2133  HISTORY     - 20040909 GOOD             GEOCAC
 KK2133
 KK2133                          STATION DESCRIPTION
 KK2133
 KK2133'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 KK2133'6.8 KM (4.20 MI) SW FROM KASSLER.
 KK2133'4.2 MILES SOUTHWEST ALONG RE-CONSTRUCTED SOUTH PLATTE CANYON ROAD FROM
 KK2133'THE GATE ENTRANCE TO THE SOUTH PLATTE CANYON AT KASSLER, AT A NEWLY
 KK2133'CONSTRUCTED CONCRETE STEEL SPAN BRIDGE OVER THE SOUTH PLATTE RIVER,
 KK2133'12.5 FEET NORTHEAST OF THE CENTERLINE OF THE BRIDGE, SET IN THE TOP
 KK2133'OF THE EAST PARAPET WALL.
 KK2133
 KK2133                          STATION RECOVERY (1994)
 KK2133
 KK2133'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (KCH)
 KK2133'THE STATION IS LOCATED ABOUT 15 MILES (24.1 KM) NORTHWEST OF CASTLE
 KK2133'ROCK, COLO ON THE NORTH SIDE OF WATERTON CANYON ROAD, IN SECTION 9,
 KK2133'TOWNSHIP 7 SOUTH, RANGE 69 WEST OF THE 6TH P.M. TO REACH THE STATION
 KK2133'FROM THE INTERCHANGE OF C-470 AND STATE HIGHWAY 85 (SANTA FE DRIVE) GO
 KK2133'SOUTH ON STATE HIGHWAY 85 FOR 4.25 MILES (6.84 KM) TO TITAN ROAD, GO
 KK2133'WEST ON TITAN ROAD FOR 3.05 MILES (4.91 KM) TO RAMPART RANGE ROAD
 KK2133'(TITAN ROAD BECOMES RAMPART RANGE ROAD), GO SOUTH ON RAMPART RANGE
 KK2133'ROAD FOR 1.5 MILES (2.4 KM) TO WATERTON ROAD, GO WEST ON WATERTON ROAD
 KK2133'FOR 1.4 MILES (2.3 KM) TO THE ENTRANCE TO WATERTON CANYON ON THE SOUTH
 KK2133'SIDE OF THE ROAD, GO SOUTH INTO WATERTON CANYON FOR 0.25 MILES (0.40
 KK2133'KM) TO A GATE, GET KEY FROM DENVER WATER BOARD AT THE SITE, CONTINUE
 KK2133'SOUTH ON WATERTON CANYON FOR 4.25 MILES (6.84 KM) TO THE STATION ON
 KK2133'THE NORTH SIDE OF THE ROAD. THE STATION IS A DISK IN THE NORTHEAST END
 KK2133'OF THE CONCRETE BRIDGE CURB, 12.5 NORTH OF THE CENTERLINE OF THE ROAD
 KK2133'AND 5.4 WEST OF A DOUGLAS COUNTY CARSONITE. TO REACH THE STATION FROM
 KK2133'THE JUNCTION OF C-470 AND STATE HIGHWAY 121 (WADSWORTH BOULEVARD), GO
 KK2133'SOUTH ON STATE HIGHWAY 121 FOR 4.3 MILES (6.9 KM) TO A ROAD ON THE
 KK2133'LEFT LEADING TO WATERTON CANYON AND ROXBOROUGH STATE PARK, GO SOUTH ON
 KK2133'THE  ROAD FOR 0.2 MILES (0.3 KM) TO THE ENTRANCE OF TO WATERTON
 KK2133'CANYON, FOLLOW DIRECTIONS ABOVE.
 KK2133
 KK2133                          STATION RECOVERY (2004)
 KK2133
 KK2133'RECOVERY NOTE BY GEOCACHING 2004 (MME)
 KK2133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0038 ***********************************************************************
 HK0038  DESIGNATION -  5677
 HK0038  PID         -  HK0038
 HK0038  STATE/COUNTY-  CO/LAS ANIMAS
 HK0038  USGS QUAD   -  EARL (1970)
 HK0038
 HK0038                         *CURRENT SURVEY CONTROL
 HK0038  ___________________________________________________________________
 HK0038* NAD 83(1986)-  37 17 54.     (N)    104 21 30.     (W)     SCALED    
 HK0038* NAVD 88     -      1731.014  (meters)    5679.17   (feet)  ADJUSTED  
 HK0038  ___________________________________________________________________
 HK0038  GEOID HEIGHT-         -19.40  (meters)                     GEOID03
 HK0038  DYNAMIC HT  -        1728.954 (meters)    5672.41  (feet)  COMP
 HK0038  MODELED GRAV-     979,379.3   (mgal)                       NAVD 88
 HK0038
 HK0038  VERT ORDER  -  SECOND    CLASS 0
 HK0038
 HK0038.The horizontal coordinates were scaled from a topographic map and have
 HK0038.an estimated accuracy of +/- 6 seconds.
 HK0038
 HK0038.The orthometric height was determined by differential leveling
 HK0038.and adjusted by the National Geodetic Survey in June 1991..
 HK0038
 HK0038.The geoid height was determined by GEOID03.
 HK0038
 HK0038.The dynamic height is computed by dividing the NAVD 88
 HK0038.geopotential number by the normal gravity value computed on the
 HK0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0038.degrees latitude (g = 980.6199 gals.).
 HK0038
 HK0038.The modeled gravity was interpolated from observed gravity values.
 HK0038
 HK0038;                    North         East    Units  Estimated Accuracy
 HK0038;SPC CO S     -   375,520.    1,015,620.      MT  (+/- 180 meters Scaled)
 HK0038
 HK0038                          SUPERSEDED SURVEY CONTROL
 HK0038
 HK0038  NGVD 29 (??/??/92) 1730.068  (m)         5676.06   (f) ADJ UNCH    2 0
 HK0038
 HK0038.Superseded values are not recommended for survey control.
 HK0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0038.See file dsdata.txt to determine how the superseded data were derived.
 HK0038
 HK0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB568281(NAD 83)
 HK0038_MARKER: DD = SURVEY DISK
 HK0038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HK0038_SP_SET: BRIDGE PIER
 HK0038_STAMPING: 5677
 HK0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0038
 HK0038  HISTORY     - Date     Condition        Report By
 HK0038  HISTORY     - UNK      MONUMENTED       USGS
 HK0038  HISTORY     - 1934     GOOD             NGS
 HK0038
 HK0038                          STATION DESCRIPTION
 HK0038
 HK0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HK0038'1.6 MI NE FROM HOEHNES.
 HK0038'--ABOUT 1.6 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA
 HK0038'FE RAILWAY FROM THE STATION AT HOEHNES, LAS ANIMAS COUNTY, AT
 HK0038'THE NORTHEAST END OF BRIDGE 624 A, IN THE TOP OF THE CONCRETE PIER,
 HK0038'10 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 5
 HK0038'FEET LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 HK0038'STANDARD DISK, STAMPED 5677.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0041 ***********************************************************************
 HK0041  DESIGNATION -  5681
 HK0041  PID         -  HK0041
 HK0041  STATE/COUNTY-  CO/LAS ANIMAS
 HK0041  USGS QUAD   -  EARL (1970)
 HK0041
 HK0041                         *CURRENT SURVEY CONTROL
 HK0041  ___________________________________________________________________
 HK0041* NAD 83(1986)-  37 18 45.     (N)    104 18 57.     (W)     SCALED    
 HK0041* NAVD 88     -      1733.543  (meters)    5687.47   (feet)  ADJUSTED  
 HK0041  ___________________________________________________________________
 HK0041  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 HK0041  DYNAMIC HT  -        1731.485 (meters)    5680.71  (feet)  COMP
 HK0041  MODELED GRAV-     979,381.8   (mgal)                       NAVD 88
 HK0041
 HK0041  VERT ORDER  -  SECOND    CLASS 0
 HK0041
 HK0041.The horizontal coordinates were scaled from a topographic map and have
 HK0041.an estimated accuracy of +/- 6 seconds.
 HK0041
 HK0041.The orthometric height was determined by differential leveling
 HK0041.and adjusted by the National Geodetic Survey in June 1991..
 HK0041
 HK0041.The geoid height was determined by GEOID03.
 HK0041
 HK0041.The dynamic height is computed by dividing the NAVD 88
 HK0041.geopotential number by the normal gravity value computed on the
 HK0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0041.degrees latitude (g = 980.6199 gals.).
 HK0041
 HK0041.The modeled gravity was interpolated from observed gravity values.
 HK0041
 HK0041;                    North         East    Units  Estimated Accuracy
 HK0041;SPC CO S     -   377,140.    1,019,370.      MT  (+/- 180 meters Scaled)
 HK0041
 HK0041                          SUPERSEDED SURVEY CONTROL
 HK0041
 HK0041  NGVD 29 (??/??/92) 1732.600  (m)         5684.37   (f) ADJ UNCH    2 0
 HK0041
 HK0041.Superseded values are not recommended for survey control.
 HK0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0041.See file dsdata.txt to determine how the superseded data were derived.
 HK0041
 HK0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB606297(NAD 83)
 HK0041_MARKER: DD = SURVEY DISK
 HK0041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HK0041_SP_SET: BRIDGE
 HK0041_STAMPING: 5681
 HK0041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0041
 HK0041  HISTORY     - Date     Condition        Report By
 HK0041  HISTORY     - UNK      MONUMENTED       USGS
 HK0041  HISTORY     - 1934     GOOD             NGS
 HK0041
 HK0041                          STATION DESCRIPTION
 HK0041
 HK0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HK0041'4.6 MI NE FROM HOEHNES.
 HK0041'ABOUT 4.6 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA
 HK0041'FE RAILWAY FROM THE STATION AT HOEHNES, LAS ANIMAS COUNTY, ABOUT
 HK0041'3.2 MILES SOUTHWEST OF EARL, AT THE SOUTHWEST END OF BRIDGE 621 B,
 HK0041'IN THE TOP OF THE CONCRETE ABUTMENT, 7 FEET SOUTHEAST OF THE
 HK0041'CENTER LINE OF THE TRACK, AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK.
 HK0041'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 5681.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0045 ***********************************************************************
 HK0045  DESIGNATION -  5681
 HK0045  PID         -  HK0045
 HK0045  STATE/COUNTY-  CO/LAS ANIMAS
 HK0045  USGS QUAD   -  EARL (1970)
 HK0045
 HK0045                         *CURRENT SURVEY CONTROL
 HK0045  ___________________________________________________________________
 HK0045* NAD 83(1986)-  37 19 58.     (N)    104 16 42.     (W)     SCALED    
 HK0045* NAVD 88     -      1733.450  (meters)    5687.16   (feet)  ADJUSTED  
 HK0045  ___________________________________________________________________
 HK0045  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 HK0045  DYNAMIC HT  -        1731.403 (meters)    5680.44  (feet)  COMP
 HK0045  MODELED GRAV-     979,388.3   (mgal)                       NAVD 88
 HK0045
 HK0045  VERT ORDER  -  SECOND    CLASS 0
 HK0045
 HK0045.The horizontal coordinates were scaled from a topographic map and have
 HK0045.an estimated accuracy of +/- 6 seconds.
 HK0045
 HK0045.The orthometric height was determined by differential leveling
 HK0045.and adjusted by the National Geodetic Survey in June 1991..
 HK0045
 HK0045.The geoid height was determined by GEOID03.
 HK0045
 HK0045.The dynamic height is computed by dividing the NAVD 88
 HK0045.geopotential number by the normal gravity value computed on the
 HK0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0045.degrees latitude (g = 980.6199 gals.).
 HK0045
 HK0045.The modeled gravity was interpolated from observed gravity values.
 HK0045
 HK0045;                    North         East    Units  Estimated Accuracy
 HK0045;SPC CO S     -   379,440.    1,022,660.      MT  (+/- 180 meters Scaled)
 HK0045
 HK0045                          SUPERSEDED SURVEY CONTROL
 HK0045
 HK0045  NGVD 29 (??/??/92) 1732.516  (m)         5684.10   (f) ADJ UNCH    2 0
 HK0045
 HK0045.Superseded values are not recommended for survey control.
 HK0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0045.See file dsdata.txt to determine how the superseded data were derived.
 HK0045
 HK0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB639320(NAD 83)
 HK0045_MARKER: P = PIPE CAP
 HK0045_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HK0045_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HK0045_STAMPING: 5681
 HK0045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0045
 HK0045  HISTORY     - Date     Condition        Report By
 HK0045  HISTORY     - UNK      MONUMENTED       USGS
 HK0045  HISTORY     - 1934     GOOD             NGS
 HK0045
 HK0045                          STATION DESCRIPTION
 HK0045
 HK0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HK0045'AT EARL.
 HK0045'AT EARL, LAS ANIMAS COUNTY, ABOUT 320 FEET EAST OF THE ATCHISON,
 HK0045'TOPEKA AND SANTA FE RAILWAY STATION, AT THE CROSSING OF A DIRT
 HK0045'ROAD LEADING NORTHWEST, ABOUT 210 FEET SOUTHEAST OF THE CENTER
 HK0045'LINE OF THE TRACK, ABOUT 53 FEET NORTHEAST OF THE CENTER LINE
 HK0045'OF THE ROAD, AND 96 FEET NORTHWEST OF THE CENTER LINE OF A HIGHWAY.
 HK0045'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 5681 AND
 HK0045'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE EMBEDDED IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0447 ***********************************************************************
 HJ0447  DESIGNATION -  5697
 HJ0447  PID         -  HJ0447
 HJ0447  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0447  USGS QUAD   -  BOX RANCH (1972)
 HJ0447
 HJ0447                         *CURRENT SURVEY CONTROL
 HJ0447  ___________________________________________________________________
 HJ0447* NAD 83(1986)-  37 12 18.     (N)    103 51 00.     (W)     SCALED    
 HJ0447* NAVD 88     -      1737.292  (meters)    5699.77   (feet)  ADJUSTED  
 HJ0447  ___________________________________________________________________
 HJ0447  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 HJ0447  DYNAMIC HT  -        1735.281 (meters)    5693.17  (feet)  COMP
 HJ0447  MODELED GRAV-     979,411.4   (mgal)                       NAVD 88
 HJ0447
 HJ0447  VERT ORDER  -  THIRD
 HJ0447
 HJ0447.The horizontal coordinates were scaled from a topographic map and have
 HJ0447.an estimated accuracy of +/- 6 seconds.
 HJ0447
 HJ0447.The orthometric height was determined by differential leveling
 HJ0447.and adjusted by the National Geodetic Survey in August 1995..
 HJ0447
 HJ0447.The geoid height was determined by GEOID03.
 HJ0447
 HJ0447.The dynamic height is computed by dividing the NAVD 88
 HJ0447.geopotential number by the normal gravity value computed on the
 HJ0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0447.degrees latitude (g = 980.6199 gals.).
 HJ0447
 HJ0447.The modeled gravity was interpolated from observed gravity values.
 HJ0447
 HJ0447;                    North         East    Units  Estimated Accuracy
 HJ0447;SPC CO S     -   365,840.    1,060,870.      MT  (+/- 180 meters Scaled)
 HJ0447
 HJ0447                          SUPERSEDED SURVEY CONTROL
 HJ0447
 HJ0447.No superseded survey control is available for this station.
 HJ0447
 HJ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB020182(NAD 83)
 HJ0447_MARKER: I = METAL ROD
 HJ0447_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HJ0447+WITH SETTING: INFORMATION.
 HJ0447_SP_SET: METAL ROD DRIVEN INTO GROUND
 HJ0447_MARK LOGO: NONE  
 HJ0447_MAGNETIC: I = MARKER IS A STEEL ROD
 HJ0447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HJ0447
 HJ0447  HISTORY     - Date     Condition        Report By
 HJ0447  HISTORY     - 1970     MONUMENTED       USGS
 HJ0447
 HJ0447                          STATION DESCRIPTION
 HJ0447
 HJ0447'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HJ0447'FROM THE JUNCTION OF COLORADO STATE HIGHWAY 389 AND U.S. HIGHWAY
 HJ0447'160, PROCEED 1.8 MILE (2.9 KM) EAST ALONG U.S. HIGHWAY 160 TO A
 HJ0447'CROSSROAD INTERSECTION, THENCE PROCEED 2.6 MILES (4.2 KM) NORTH ALONG
 HJ0447'A COUNTY ROAD KNOWN AS PIPELINE ROAD, 99 FEET (30.2 M) SOUTHWEST OF
 HJ0447'CENTERLINE WOODEN CATTLEGUARD, 1 FOOT (0.3 M) NORTH OF A FENCE, TOP
 HJ0447'OF A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1894 ***********************************************************************
 KK1894  DESIGNATION -  57
 KK1894  PID         -  KK1894
 KK1894  STATE/COUNTY-  CO/JEFFERSON
 KK1894  USGS QUAD   -  SQUAW PASS (1974)
 KK1894
 KK1894                         *CURRENT SURVEY CONTROL
 KK1894  ___________________________________________________________________
 KK1894* NAD 83(1992)-  39 42 16.26246(N)    105 23 37.56067(W)     ADJUSTED  
 KK1894* NAVD 88     -      2531.2    (meters)    8304.     (feet)  VERTCON   
 KK1894  ___________________________________________________________________
 KK1894  LAPLACE CORR-         -17.76  (seconds)                    DEFLEC99
 KK1894  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 KK1894
 KK1894  HORZ ORDER  -  SECOND
 KK1894
 KK1894.The horizontal coordinates were established by classical geodetic methods
 KK1894.and adjusted by the National Geodetic Survey in January 1993..
 KK1894
 KK1894.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1894
 KK1894.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1894
 KK1894.The geoid height was determined by GEOID03.
 KK1894
 KK1894;                    North         East     Units Scale Factor Converg.
 KK1894;SPC CO C     -   512,527.435   923,512.386   MT  0.99999132   +0 04 01.2
 KK1894;SPC CO C     - 1,681,517.09  3,029,890.22   sFT  0.99999132   +0 04 01.2
 KK1894;UTM  13      - 4,395,036.475   466,243.702   MT  0.99961403   -0 15 05.6
 KK1894
 KK1894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1894!SPC CO C     -   0.99960523  x   0.99999132  =   0.99959655
 KK1894!UTM  13      -   0.99960523  x   0.99961403  =   0.99921941
 KK1894
 KK1894|---------------------------------------------------------------------|
 KK1894| PID    Reference Object                     Distance      Geod. Az  |
 KK1894|                                                           dddmmss.s |
 KK1894| CP7142 57 RM 1                              11.914 METERS 00022     |
 KK1894| KK1911 CENTENNIAL                          APPROX. 6.1 KM 0291502.7 |
 KK1894| CP7143 57 RM 2                              10.735 METERS 26008     |
 KK1894|---------------------------------------------------------------------|
 KK1894
 KK1894                          SUPERSEDED SURVEY CONTROL
 KK1894
 KK1894  NAD 83(1986)-  39 42 16.26016(N)    105 23 37.56007(W) AD(       ) 2
 KK1894  NAD 27      -  39 42 16.30061(N)    105 23 35.58254(W) AD(       ) 2
 KK1894  NGVD 29 (07/19/86) 2530.0    (m)         8301.     (f) VERT ANG       
 KK1894
 KK1894.Superseded values are not recommended for survey control.
 KK1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1894.See file dsdata.txt to determine how the superseded data were derived.
 KK1894
 KK1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD6624495036(NAD 83)
 KK1894_MARKER: DD = SURVEY DISK
 KK1894_SETTING: 66 = SET IN ROCK OUTCROP
 KK1894
 KK1894  HISTORY     - Date     Condition        Report By
 KK1894  HISTORY     - 1977     MONUMENTED       CO-059
 KK1894
 KK1894                          STATION DESCRIPTION
 KK1894
 KK1894'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1894'THE STATION IS LOCATED 2.0 MILES NORTHWEST OF BERGEN PARK ON
 KK1894'THE SOUTHEAST POINT OF SHAFFER HILL IN THE NORTHEAST 1/4 OF
 KK1894'SECTION 13, T 4 S, R 72 W.
 KK1894'
 KK1894'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 74
 KK1894'AND COUNTY ROADS 65 AND 103 IN THE TOWN OF BERGEN PARK, GO 2.0
 KK1894'MILES NORTHWEST ON COUNTY ROAD 65 TO ITS HIGHEST POINT.  BEGIN
 KK1894'A 20 MINUTE PACK WEST UP THE NORTHEAST RIDGE OF SHAFFER HILL.
 KK1894'UPON REACHING A BENCH, ABOUT 1/2 MILE EAST OF THE TRUE HIGHEST
 KK1894'PEAK, GO OUT ONTO THE SOUTHEAST RIDGE OF THE BENCH FOR SEVERAL
 KK1894'HUNDRED YARDS TO SUMMIT AND THE STATION.
 KK1894'
 KK1894'THE STATION MARK, STAMPED---57 JCMD 1977---, IS A 3-INCH BRONZE
 KK1894'DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP 50 FEET
 KK1894'NORTHEAST OF ITS HIGHEST POINT.
 KK1894'
 KK1894'REFERENCE MARK 1, STAMPED---57 JCMD RM 1 1977---, IS A 3-INCH
 KK1894'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP
 KK1894'75 FEET NORTH OF THE HIGHEST POINT.
 KK1894'
 KK1894'REFERENCE MARK 2, STAMPED---57 JCMD RM 2 1977---, IS A 3-INCH
 KK1894'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP 88
 KK1894'FEET NORTHEAST OF THE HIGHEST POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0954 ***********************************************************************
 KK0954  DESIGNATION -  57 G
 KK0954  PID         -  KK0954
 KK0954  STATE/COUNTY-  CO/PARK
 KK0954  USGS QUAD   -  FARNUM PEAK (1956)
 KK0954
 KK0954                         *CURRENT SURVEY CONTROL
 KK0954  ___________________________________________________________________
 KK0954* NAD 83(1986)-  39 10 01.     (N)    105 30 45.     (W)     SCALED    
 KK0954* NAVD 88     -      2634.995  (meters)    8644.98   (feet)  ADJUSTED  
 KK0954  ___________________________________________________________________
 KK0954  GEOID HEIGHT-         -13.34  (meters)                     GEOID03
 KK0954  DYNAMIC HT  -        2631.830 (meters)    8634.60  (feet)  COMP
 KK0954  MODELED GRAV-     979,330.4   (mgal)                       NAVD 88
 KK0954
 KK0954  VERT ORDER  -  SECOND    CLASS 0
 KK0954
 KK0954.The horizontal coordinates were scaled from a topographic map and have
 KK0954.an estimated accuracy of +/- 6 seconds.
 KK0954
 KK0954.The orthometric height was determined by differential leveling
 KK0954.and adjusted by the National Geodetic Survey in June 1991..
 KK0954
 KK0954.The geoid height was determined by GEOID03.
 KK0954
 KK0954.The dynamic height is computed by dividing the NAVD 88
 KK0954.geopotential number by the normal gravity value computed on the
 KK0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0954.degrees latitude (g = 980.6199 gals.).
 KK0954
 KK0954.The modeled gravity was interpolated from observed gravity values.
 KK0954
 KK0954;                    North         East    Units  Estimated Accuracy
 KK0954;SPC CO C     -   452,840.      913,320.      MT  (+/- 180 meters Scaled)
 KK0954
 KK0954                          SUPERSEDED SURVEY CONTROL
 KK0954
 KK0954  NGVD 29 (??/??/92) 2633.589  (m)         8640.37   (f) ADJ UNCH    2 0
 KK0954
 KK0954.Superseded values are not recommended for survey control.
 KK0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0954.See file dsdata.txt to determine how the superseded data were derived.
 KK0954
 KK0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD557354(NAD 83)
 KK0954_MARKER: DD = SURVEY DISK
 KK0954_SETTING: 66 = SET IN ROCK OUTCROP
 KK0954_SP_SET: OUTCROP
 KK0954_STAMPING: 57 G 1930
 KK0954_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0954+STABILITY: POSITION/ELEVATION WELL
 KK0954
 KK0954  HISTORY     - Date     Condition        Report By
 KK0954  HISTORY     - 1930     MONUMENTED       USGS
 KK0954  HISTORY     - 1934     GOOD             NGS
 KK0954
 KK0954                          STATION DESCRIPTION
 KK0954
 KK0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KK0954'23.9 MI SE FROM JEFFERSON.
 KK0954'23.9 MILES SOUTHEAST ALONG STATE HIGHWAY 77 FROM THE GRAMMAR SCHOOL
 KK0954'AT JEFFERSON, PARK COUNTY, 0.6 MILE SOUTHEAST OF THE ALLEN RANCH,
 KK0954'8 FEET SOUTHEAST OF A 10-INCH PINE TREE AT THE MOUTH OF A DRY GULCH
 KK0954'LEADING WEST, 75 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 KK0954'IN THE TOP OF A GRANITE ROCK OUTCROP.  A UNITED STATES GEOLOGICAL
 KK0954'SURVEY STANDARD DISK, STAMPED 57 G 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0489 ***********************************************************************
 KL0489  DESIGNATION -  5707
 KL0489  PID         -  KL0489
 KL0489  STATE/COUNTY-  CO/GARFIELD
 KL0489  USGS QUAD   -  GLENWOOD SPRINGS (1987)
 KL0489
 KL0489                         *CURRENT SURVEY CONTROL
 KL0489  ___________________________________________________________________
 KL0489* NAD 83(1986)-  39 33 42.     (N)    107 22 02.     (W)     SCALED    
 KL0489* NAVD 88     -      1740.380  (meters)    5709.90   (feet)  ADJUSTED  
 KL0489  ___________________________________________________________________
 KL0489  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 KL0489  DYNAMIC HT  -        1738.554 (meters)    5703.91  (feet)  COMP
 KL0489  MODELED GRAV-     979,517.3   (mgal)                       NAVD 88
 KL0489
 KL0489  VERT ORDER  -  SECOND    CLASS 0
 KL0489
 KL0489.The horizontal coordinates were scaled from a topographic map and have
 KL0489.an estimated accuracy of +/- 6 seconds.
 KL0489
 KL0489.The orthometric height was determined by differential leveling
 KL0489.and adjusted by the National Geodetic Survey in June 1991..
 KL0489
 KL0489.The geoid height was determined by GEOID03.
 KL0489
 KL0489.The dynamic height is computed by dividing the NAVD 88
 KL0489.geopotential number by the normal gravity value computed on the
 KL0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0489.degrees latitude (g = 980.6199 gals.).
 KL0489
 KL0489.The modeled gravity was interpolated from observed gravity values.
 KL0489
 KL0489;                    North         East    Units  Estimated Accuracy
 KL0489;SPC CO C     -   498,310.      753,950.      MT  (+/- 180 meters Scaled)
 KL0489
 KL0489                          SUPERSEDED SURVEY CONTROL
 KL0489
 KL0489  NGVD 29 (??/??/92) 1739.139  (m)         5705.83   (f) ADJ UNCH    2 0
 KL0489
 KL0489.Superseded values are not recommended for survey control.
 KL0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0489.See file dsdata.txt to determine how the superseded data were derived.
 KL0489
 KL0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD966817(NAD 83)
 KL0489_MARKER: DD = SURVEY DISK
 KL0489_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KL0489_SP_SET: CULVERT
 KL0489_STAMPING: 5707
 KL0489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0489
 KL0489  HISTORY     - Date     Condition        Report By
 KL0489  HISTORY     - UNK      MONUMENTED       USGS
 KL0489  HISTORY     - 1973     GOOD             NGS
 KL0489
 KL0489                          STATION DESCRIPTION
 KL0489
 KL0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 KL0489'2.7 MI W FROM GLENWOOD SPRINGS.
 KL0489'2.7 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KL0489'GLENWOOD SPRINGS, GARFIELD COUNTY, 115 FEET EAST OF A LARGE YELLOW
 KL0489'BARN WITH A RED ROOF, AND IN THE TOP OF THE NORTHEAST CORNER OF A
 KL0489'RAILROAD CULVERT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 KL0489'STAMPED 5707.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0324 ***********************************************************************
 LL0324  DESIGNATION -  5707
 LL0324  PID         -  LL0324
 LL0324  STATE/COUNTY-  CO/WELD
 LL0324  USGS QUAD   -  CARR EAST (1972)
 LL0324
 LL0324                         *CURRENT SURVEY CONTROL
 LL0324  ___________________________________________________________________
 LL0324* NAD 83(1986)-  40 53 56.     (N)    104 52 30.     (W)     SCALED    
 LL0324* NAVD 88     -      1739.900  (meters)    5708.32   (feet)  ADJUSTED  
 LL0324  ___________________________________________________________________
 LL0324  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 LL0324  DYNAMIC HT  -        1738.403 (meters)    5703.41  (feet)  COMP
 LL0324  MODELED GRAV-     979,702.0   (mgal)                       NAVD 88
 LL0324
 LL0324  VERT ORDER  -  FIRST     CLASS II
 LL0324
 LL0324.The horizontal coordinates were scaled from a topographic map and have
 LL0324.an estimated accuracy of +/- 6 seconds.
 LL0324
 LL0324.The orthometric height was determined by differential leveling
 LL0324.and adjusted by the National Geodetic Survey in June 1991..
 LL0324.WARNING-Repeat measurements at this control monument indicate possible
 LL0324.vertical movement.
 LL0324
 LL0324.The geoid height was determined by GEOID03.
 LL0324
 LL0324.The dynamic height is computed by dividing the NAVD 88
 LL0324.geopotential number by the normal gravity value computed on the
 LL0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0324.degrees latitude (g = 980.6199 gals.).
 LL0324
 LL0324.The modeled gravity was interpolated from observed gravity values.
 LL0324
 LL0324;                    North         East    Units  Estimated Accuracy
 LL0324;SPC CO N     -   478,820.      967,070.      MT  (+/- 180 meters Scaled)
 LL0324
 LL0324                          SUPERSEDED SURVEY CONTROL
 LL0324
 LL0324  NGVD 29 (??/??/92) 1738.912  (m)         5705.08   (f) ADJ UNCH    1 2
 LL0324
 LL0324.Superseded values are not recommended for survey control.
 LL0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0324.See file dsdata.txt to determine how the superseded data were derived.
 LL0324
 LL0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF105275(NAD 83)
 LL0324_MARKER: DD = SURVEY DISK
 LL0324_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LL0324_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LL0324_STAMPING: 5707 DENVER 1908
 LL0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0324
 LL0324  HISTORY     - Date     Condition        Report By
 LL0324  HISTORY     - 1908     MONUMENTED       USGS
 LL0324  HISTORY     - 1956     GOOD             NGS
 LL0324  HISTORY     - 1983     MARK NOT FOUND   NGS
 LL0324
 LL0324                          STATION DESCRIPTION
 LL0324
 LL0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0324'AT CARR.
 LL0324'AT CARR, 148 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK OF THE
 LL0324'UNION PACIFIC RAILROAD, 145.5 FEET NORTHWEST OF THE NORTHWEST
 LL0324'CORNER OF A COAL CHUTE, 34.6 FEET NORTHWEST OF THE NORTHWEST STEEL
 LL0324'LEG OF THE MOST WESTERLY ONE OF TWO RAILROAD WATER TANKS, 4 FEET
 LL0324'NORTHWEST OF A POWER POLE, 3.8 FEET WEST OF A WITMESS POST, 1
 LL0324'FOOT WEST OF A FENCE, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE
 LL0324'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, IN SECTION 22, TOWNSHIP
 LL0324'11 NORTH, RANGE 67 WEST.
 LL0324
 LL0324                          STATION RECOVERY (1983)
 LL0324
 LL0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0035 ***********************************************************************
 HK0035  DESIGNATION -  5713
 HK0035  PID         -  HK0035
 HK0035  STATE/COUNTY-  CO/LAS ANIMAS
 HK0035  USGS QUAD   -  HOEHNE (1970)
 HK0035
 HK0035                         *CURRENT SURVEY CONTROL
 HK0035  ___________________________________________________________________
 HK0035* NAD 83(1986)-  37 16 32.     (N)    104 23 05.     (W)     SCALED    
 HK0035* NAVD 88     -      1743.440  (meters)    5719.94   (feet)  ADJUSTED  
 HK0035  ___________________________________________________________________
 HK0035  GEOID HEIGHT-         -19.31  (meters)                     GEOID03
 HK0035  DYNAMIC HT  -        1741.356 (meters)    5713.10  (feet)  COMP
 HK0035  MODELED GRAV-     979,374.1   (mgal)                       NAVD 88
 HK0035
 HK0035  VERT ORDER  -  SECOND    CLASS 0
 HK0035
 HK0035.The horizontal coordinates were scaled from a topographic map and have
 HK0035.an estimated accuracy of +/- 6 seconds.
 HK0035
 HK0035.The orthometric height was determined by differential leveling
 HK0035.and adjusted by the National Geodetic Survey in June 1991..
 HK0035
 HK0035.The geoid height was determined by GEOID03.
 HK0035
 HK0035.The dynamic height is computed by dividing the NAVD 88
 HK0035.geopotential number by the normal gravity value computed on the
 HK0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0035.degrees latitude (g = 980.6199 gals.).
 HK0035
 HK0035.The modeled gravity was interpolated from observed gravity values.
 HK0035
 HK0035;                    North         East    Units  Estimated Accuracy
 HK0035;SPC CO S     -   372,970.    1,013,310.      MT  (+/- 180 meters Scaled)
 HK0035
 HK0035                          SUPERSEDED SURVEY CONTROL
 HK0035
 HK0035  NGVD 29 (??/??/92) 1742.489  (m)         5716.82   (f) ADJ UNCH    2 0
 HK0035
 HK0035.Superseded values are not recommended for survey control.
 HK0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0035.See file dsdata.txt to determine how the superseded data were derived.
 HK0035
 HK0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB545256(NAD 83)
 HK0035_MARKER: P = PIPE CAP
 HK0035_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HK0035_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HK0035_STAMPING: 5713
 HK0035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0035
 HK0035  HISTORY     - Date     Condition        Report By
 HK0035  HISTORY     - UNK      MONUMENTED       USGS
 HK0035  HISTORY     - 1934     GOOD             NGS
 HK0035  HISTORY     - 1969     POOR             NGS
 HK0035
 HK0035                          STATION DESCRIPTION
 HK0035
 HK0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HK0035'0.4 MI SW FROM HOEHNES.
 HK0035'--ABOUT 0.4 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA
 HK0035'FE RAILWAY FROM THE STATION AT HOEHNES, LAS ANIMAS COUNTY, ABOUT
 HK0035'10 POLES NORTHEAST OF MILEPOST 627, AT A ROAD CROSSING, ABOUT 54
 HK0035'FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK, ABOUT 52 FEET
 HK0035'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 10 FEET SOUTHWEST OF A
 HK0035'FENCE CORNER, AND 15 FEET SOUTH OF A POLE.  A UNITED STATES
 HK0035'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 5713 AND RIVETED ON THE
 HK0035'TOP OF A 3-1/2-INCH IRON PIPE EMBEDDED IN CONCRETE.  MARK IS IN
 HK0035'POOR CONDITION.  THE BASE IS UNSTABLE AND THERE IS ALSO A
 HK0035'DISCREPANCY IN THE TITLE STAMPED ON THE MARK.  MARK IS STAMPED
 HK0035'5717 INSTEAD OF 5713.
 HK0035
 HK0035                          STATION RECOVERY (1969)
 HK0035
 HK0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HK0035'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0443 ***********************************************************************
 HJ0443  DESIGNATION -  5752
 HJ0443  PID         -  HJ0443
 HJ0443  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0443  USGS QUAD   -  BOX RANCH (1972)
 HJ0443
 HJ0443                         *CURRENT SURVEY CONTROL
 HJ0443  ___________________________________________________________________
 HJ0443* NAD 83(1986)-  37 08 49.     (N)    103 51 00.     (W)     SCALED    
 HJ0443* NAVD 88     -      1754.229  (meters)    5755.33   (feet)  ADJUSTED  
 HJ0443  ___________________________________________________________________
 HJ0443  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 HJ0443  DYNAMIC HT  -        1752.168 (meters)    5748.57  (feet)  COMP
 HJ0443  MODELED GRAV-     979,393.6   (mgal)                       NAVD 88
 HJ0443
 HJ0443  VERT ORDER  -  THIRD
 HJ0443
 HJ0443.The horizontal coordinates were scaled from a topographic map and have
 HJ0443.an estimated accuracy of +/- 6 seconds.
 HJ0443
 HJ0443.The orthometric height was determined by differential leveling
 HJ0443.and adjusted by the National Geodetic Survey in August 1995..
 HJ0443
 HJ0443.The geoid height was determined by GEOID03.
 HJ0443
 HJ0443.The dynamic height is computed by dividing the NAVD 88
 HJ0443.geopotential number by the normal gravity value computed on the
 HJ0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0443.degrees latitude (g = 980.6199 gals.).
 HJ0443
 HJ0443.The modeled gravity was interpolated from observed gravity values.
 HJ0443
 HJ0443;                    North         East    Units  Estimated Accuracy
 HJ0443;SPC CO S     -   359,400.    1,060,980.      MT  (+/- 180 meters Scaled)
 HJ0443
 HJ0443                          SUPERSEDED SURVEY CONTROL
 HJ0443
 HJ0443.No superseded survey control is available for this station.
 HJ0443
 HJ0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB021117(NAD 83)
 HJ0443_MARKER: I = METAL ROD
 HJ0443_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HJ0443+WITH SETTING: INFORMATION.
 HJ0443_SP_SET: METAL ROD DRIVEN INTO GROUND
 HJ0443_MARK LOGO: NONE  
 HJ0443_MAGNETIC: I = MARKER IS A STEEL ROD
 HJ0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HJ0443
 HJ0443  HISTORY     - Date     Condition        Report By
 HJ0443  HISTORY     - 1970     MONUMENTED       USGS
 HJ0443
 HJ0443                          STATION DESCRIPTION
 HJ0443
 HJ0443'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HJ0443'FROM THE JUNCTION OF COLORADO STATE HIGHWAY 389 AND U.S. HIGHWAY
 HJ0443'160, PROCEED 1.8 MILE (2.9 KM) EAST ALONG U.S. HIGHWAY 160, THENCE
 HJ0443'PROCEED 1.38 MILE (2.22 KM) SOUTH ALONG A ROAD TO A CROSSROAD, NEAR
 HJ0443'THE SOUTHWEST CORNER OF S.19, T.33 S., R.57 W., 24 FEET (7.3 M) NORTH
 HJ0443'OF CENTERLINE WIRE GATE, 34 FEET (10.4 M) EAST OF THE ROAD, 1 FOOT
 HJ0443'(0.3 M) WEST OF A FENCE LINE, TOP OF A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0445 ***********************************************************************
 HJ0445  DESIGNATION -  5757
 HJ0445  PID         -  HJ0445
 HJ0445  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0445  USGS QUAD   -  BOX RANCH (1972)
 HJ0445
 HJ0445                         *CURRENT SURVEY CONTROL
 HJ0445  ___________________________________________________________________
 HJ0445* NAD 83(1986)-  37 10 48.     (N)    103 51 02.     (W)     SCALED    
 HJ0445* NAVD 88     -      1755.734  (meters)    5760.27   (feet)  ADJUSTED  
 HJ0445  ___________________________________________________________________
 HJ0445  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 HJ0445  DYNAMIC HT  -        1753.690 (meters)    5753.56  (feet)  COMP
 HJ0445  MODELED GRAV-     979,403.9   (mgal)                       NAVD 88
 HJ0445
 HJ0445  VERT ORDER  -  THIRD
 HJ0445
 HJ0445.The horizontal coordinates were scaled from a topographic map and have
 HJ0445.an estimated accuracy of +/- 6 seconds.
 HJ0445
 HJ0445.The orthometric height was determined by differential leveling
 HJ0445.and adjusted by the National Geodetic Survey in August 1995..
 HJ0445
 HJ0445.The geoid height was determined by GEOID03.
 HJ0445
 HJ0445.The dynamic height is computed by dividing the NAVD 88
 HJ0445.geopotential number by the normal gravity value computed on the
 HJ0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0445.degrees latitude (g = 980.6199 gals.).
 HJ0445
 HJ0445.The modeled gravity was interpolated from observed gravity values.
 HJ0445
 HJ0445;                    North         East    Units  Estimated Accuracy
 HJ0445;SPC CO S     -   363,070.    1,060,870.      MT  (+/- 180 meters Scaled)
 HJ0445
 HJ0445                          SUPERSEDED SURVEY CONTROL
 HJ0445
 HJ0445.No superseded survey control is available for this station.
 HJ0445
 HJ0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB020154(NAD 83)
 HJ0445_MARKER: I = METAL ROD
 HJ0445_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HJ0445+WITH SETTING: INFORMATION.
 HJ0445_SP_SET: METAL ROD DRIVEN INTO GROUND
 HJ0445_MARK LOGO: NONE  
 HJ0445_MAGNETIC: I = MARKER IS A STEEL ROD
 HJ0445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HJ0445
 HJ0445  HISTORY     - Date     Condition        Report By
 HJ0445  HISTORY     - 1970     MONUMENTED       USGS
 HJ0445
 HJ0445                          STATION DESCRIPTION
 HJ0445
 HJ0445'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HJ0445'FROM THE JUNCTION OF COLORADO STATE HIGHWAY 389 AND U.S. HIGHWAY
 HJ0445'160, PROCEED 1.8 MILE (2.9 KM) EAST ALONG U.S. HIGHWAY 160 TO A
 HJ0445'CROSSROAD INTERSECTION, THENCE PROCEED 0.9 MILE (1.4 KM) NORTH ALONG
 HJ0445'A COUNTY ROAD KNOWN AS PIPELINE ROAD, 0.9 MILE (1.4 KM) NORTH OF BM 1
 HJ0445'CFD 1970, NEAR THE NORTHWEST CORNER OF S.7, T.33 S., R.58/57 W., 230
 HJ0445'FEET (70.1 M) NORTH OF CENTERLINE WIRE GATE, 27 FEET (8.2 M) EAST OF
 HJ0445'THE ROAD, TOP OF A COPPER-COATED ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3637 ***********************************************************************
 AA3637  DESIGNATION -  5764 RESET
 AA3637  PID         -  AA3637
 AA3637  STATE/COUNTY-  CO/GARFIELD
 AA3637  USGS QUAD   -  GLENWOOD SPRINGS (1987)
 AA3637
 AA3637                         *CURRENT SURVEY CONTROL
 AA3637  ___________________________________________________________________
 AA3637* NAD 83(1986)-  39 33 02.     (N)    107 19 28.     (W)     SCALED    
 AA3637* NAVD 88     -      1757.67   (+/-2cm)    5766.6    (feet)  VERTCON   
 AA3637  ___________________________________________________________________
 AA3637  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 AA3637
 AA3637  VERT ORDER  -  THIRD (See Below)
 AA3637
 AA3637.The horizontal coordinates were scaled from a topographic map and have
 AA3637.an estimated accuracy of +/- 6 seconds.
 AA3637
 AA3637.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3637.The vertical order pertains to the NGVD 29 superseded value.
 AA3637
 AA3637.The geoid height was determined by GEOID03.
 AA3637
 AA3637;                    North         East    Units  Estimated Accuracy
 AA3637;SPC CO C     -   497,000.      757,610.      MT  (+/- 180 meters Scaled)
 AA3637
 AA3637                          SUPERSEDED SURVEY CONTROL
 AA3637
 AA3637  NGVD 29 (03/28/06) 1756.45   (m)         5762.6    (f) RESET       3  
 AA3637
 AA3637.Superseded values are not recommended for survey control.
 AA3637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3637.See file dsdata.txt to determine how the superseded data were derived.
 AA3637
 AA3637_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD002804(NAD 83)
 AA3637_MARKER: DV = VERTICAL CONTROL DISK
 AA3637_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA3637_SP_SET: STONE COLUMN
 AA3637_STAMPING: 5764 USGS RESET 1975
 AA3637_MARK LOGO: NGS   
 AA3637_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA3637_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA3637+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2003
 AA3637
 AA3637  HISTORY     - Date     Condition        Report By
 AA3637  HISTORY     - 1975     MONUMENTED       NGS
 AA3637  HISTORY     - 20030124 GOOD             NGS
 AA3637
 AA3637                          STATION DESCRIPTION
 AA3637
 AA3637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 AA3637'IN GLENWOOD SPRINGS, AT THE MAIN ENTRANCE TO THE COLORADO HOTEL, IN
 AA3637'THE FACE OF THE SOUTH 1 OF 2 STONE COLUMNS.
 AA3637
 AA3637                          STATION RECOVERY (2003)
 AA3637
 AA3637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 AA3637'HOTEL COLORADO IS AT NORTHEAST CORNER OF 6TH ST. AND PINE ST. ON THE
 AA3637'NORTH SIDE OF COLORADO RIVER AND I-70.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0031 ***********************************************************************
 HK0031  DESIGNATION -  5766
 HK0031  PID         -  HK0031
 HK0031  STATE/COUNTY-  CO/LAS ANIMAS
 HK0031  USGS QUAD   -  HOEHNE (1970)
 HK0031
 HK0031                         *CURRENT SURVEY CONTROL
 HK0031  ___________________________________________________________________
 HK0031* NAD 83(1986)-  37 15 00.     (N)    104 24 50.     (W)     SCALED    
 HK0031* NAVD 88     -      1759.549  (meters)    5772.79   (feet)  ADJUSTED  
 HK0031  ___________________________________________________________________
 HK0031  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 HK0031  DYNAMIC HT  -        1757.432 (meters)    5765.84  (feet)  COMP
 HK0031  MODELED GRAV-     979,365.6   (mgal)                       NAVD 88
 HK0031
 HK0031  VERT ORDER  -  SECOND    CLASS 0
 HK0031
 HK0031.The horizontal coordinates were scaled from a topographic map and have
 HK0031.an estimated accuracy of +/- 6 seconds.
 HK0031
 HK0031.The orthometric height was determined by differential leveling
 HK0031.and adjusted by the National Geodetic Survey in June 1991..
 HK0031
 HK0031.The geoid height was determined by GEOID03.
 HK0031
 HK0031.The dynamic height is computed by dividing the NAVD 88
 HK0031.geopotential number by the normal gravity value computed on the
 HK0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0031.degrees latitude (g = 980.6199 gals.).
 HK0031
 HK0031.The modeled gravity was interpolated from observed gravity values.
 HK0031
 HK0031;                    North         East    Units  Estimated Accuracy
 HK0031;SPC CO S     -   370,100.    1,010,760.      MT  (+/- 180 meters Scaled)
 HK0031
 HK0031                          SUPERSEDED SURVEY CONTROL
 HK0031
 HK0031  NGVD 29 (??/??/92) 1758.585  (m)         5769.62   (f) ADJ UNCH    2 0
 HK0031
 HK0031.Superseded values are not recommended for survey control.
 HK0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0031.See file dsdata.txt to determine how the superseded data were derived.
 HK0031
 HK0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB519227(NAD 83)
 HK0031_MARKER: P = PIPE CAP
 HK0031_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HK0031_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HK0031_STAMPING: 5766
 HK0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0031
 HK0031  HISTORY     - Date     Condition        Report By
 HK0031  HISTORY     - UNK      MONUMENTED       USGS
 HK0031  HISTORY     - 1935     GOOD             NGS
 HK0031
 HK0031                          STATION DESCRIPTION
 HK0031
 HK0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HK0031'3.0 MI NE FROM EL MORO.
 HK0031'--ABOUT 3.0 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA
 HK0031'FE RAILWAY FROM THE STATION AT EL MORO, LAS ANIMAS COUNTY, ABOUT
 HK0031'2.9 MILES SOUTHWEST OF HOEHNES, ABOUT 4 POLES SOUTHWEST OF
 HK0031'MILEPOST 629, ABOUT 65 FEET NORTHEAST OF A FENCE CORNER, AT A
 HK0031'ROAD CROSSING, ABOUT 50 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HK0031'TRACK, 28 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND 12
 HK0031'FEET EAST OF A ROW OF POLES.  A UNITED STATES GEOLOGICAL SURVEY
 HK0031'STANDARD CAP, STAMPED 5766 AND RIVETED ON THE TOP OF A 3-1/2-INCH
 HK0031'IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0180 ***********************************************************************
 JK0180  DESIGNATION -  5777
 JK0180  PID         -  JK0180
 JK0180  STATE/COUNTY-  CO/EL PASO
 JK0180  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK0180
 JK0180                         *CURRENT SURVEY CONTROL
 JK0180  ___________________________________________________________________
 JK0180* NAD 83(1986)-  38 46 08.     (N)    104 45 41.     (W)     SCALED    
 JK0180* NAVD 88     -      1761.535  (meters)    5779.30   (feet)  POSTED    
 JK0180  ___________________________________________________________________
 JK0180  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 JK0180  DYNAMIC HT  -        1759.630 (meters)    5773.05  (feet)  COMP
 JK0180  MODELED GRAV-     979,487.4   (mgal)                       NAVD 88
 JK0180
 JK0180  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JK0180
 JK0180.The horizontal coordinates were scaled from a topographic map and have
 JK0180.an estimated accuracy of +/- 6 seconds.
 JK0180
 JK0180.The orthometric height was determined by differential leveling
 JK0180.and adjusted by the National Geodetic Survey in 1992..
 JK0180.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JK0180.rate of 2.1 thru 3.0 mm/km.
 JK0180
 JK0180.The geoid height was determined by GEOID03.
 JK0180
 JK0180.The dynamic height is computed by dividing the NAVD 88
 JK0180.geopotential number by the normal gravity value computed on the
 JK0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0180.degrees latitude (g = 980.6199 gals.).
 JK0180
 JK0180.The modeled gravity was interpolated from observed gravity values.
 JK0180
 JK0180;                    North         East    Units  Estimated Accuracy
 JK0180;SPC CO C     -   408,920.      978,590.      MT  (+/- 180 meters Scaled)
 JK0180
 JK0180                          SUPERSEDED SURVEY CONTROL
 JK0180
 JK0180  NGVD 29 (??/??/92) 1760.501  (m)         5775.91   (f) ADJ UNCH    1 2
 JK0180
 JK0180.Superseded values are not recommended for survey control.
 JK0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0180.See file dsdata.txt to determine how the superseded data were derived.
 JK0180
 JK0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC207911(NAD 83)
 JK0180_MARKER: P = PIPE CAP
 JK0180_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JK0180_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JK0180_STAMPING: 5777 ADJ 1903
 JK0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK0180
 JK0180  HISTORY     - Date     Condition        Report By
 JK0180  HISTORY     - 1903     MONUMENTED       USGS
 JK0180  HISTORY     - 1953     GOOD             NGS
 JK0180  HISTORY     - 1975     MARK NOT FOUND   LOCENG
 JK0180
 JK0180                          STATION DESCRIPTION
 JK0180
 JK0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0180'6.2 MI SE FROM COLORADO SPRINGS.
 JK0180'6.15 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0180'FROM THE STATION AT COLORADO SPRINGS, 26 FEET SOUTHWEST OF THE
 JK0180'SOUTHWEST RAIL, 47 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAYS
 JK0180'85 AND 87, 30 FEET SOUTHEAST OF A TELEPHONE POLE, 5.5 FEET SOUTHWEST
 JK0180'OF A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH
 JK0180'PROJECTS 2.0 FEET ABOVE THE GROUND.
 JK0180
 JK0180                          STATION RECOVERY (1975)
 JK0180
 JK0180'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 JK0180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0387 ***********************************************************************
 JL0387  DESIGNATION -  5794.134
 JL0387  PID         -  JL0387
 JL0387  STATE/COUNTY-  CO/MONTROSE
 JL0387  USGS QUAD   -  MONTROSE WEST (1983)
 JL0387
 JL0387                         *CURRENT SURVEY CONTROL
 JL0387  ___________________________________________________________________
 JL0387* NAD 83(1986)-  38 28 33.     (N)    107 52 47.     (W)     SCALED    
 JL0387* NAVD 88     -      1766.895  (meters)    5796.89   (feet)  ADJUSTED  
 JL0387  ___________________________________________________________________
 JL0387  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 JL0387  DYNAMIC HT  -        1764.947 (meters)    5790.50  (feet)  COMP
 JL0387  MODELED GRAV-     979,464.2   (mgal)                       NAVD 88
 JL0387
 JL0387  VERT ORDER  -  FIRST     CLASS II
 JL0387
 JL0387.The horizontal coordinates were scaled from a topographic map and have
 JL0387.an estimated accuracy of +/- 6 seconds.
 JL0387
 JL0387.The orthometric height was determined by differential leveling
 JL0387.and adjusted by the National Geodetic Survey in June 1991..
 JL0387
 JL0387.The geoid height was determined by GEOID03.
 JL0387
 JL0387.The dynamic height is computed by dividing the NAVD 88
 JL0387.geopotential number by the normal gravity value computed on the
 JL0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0387.degrees latitude (g = 980.6199 gals.).
 JL0387
 JL0387.The modeled gravity was interpolated from observed gravity values.
 JL0387
 JL0387;                    North         East    Units  Estimated Accuracy
 JL0387;SPC CO S     -   508,240.      706,760.      MT  (+/- 180 meters Scaled)
 JL0387
 JL0387                          SUPERSEDED SURVEY CONTROL
 JL0387
 JL0387  NGVD 29 (??/??/92) 1765.669  (m)         5792.87   (f) ADJ UNCH    1 2
 JL0387
 JL0387.Superseded values are not recommended for survey control.
 JL0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0387.See file dsdata.txt to determine how the superseded data were derived.
 JL0387
 JL0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC487625(NAD 83)
 JL0387_MARKER: DD = SURVEY DISK
 JL0387_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JL0387_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JL0387_STAMPING: 5792.866
 JL0387_MARK LOGO: USGS  
 JL0387_PROJECTION: FLUSH
 JL0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JL0387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0387+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2003
 JL0387_ROD/PIPE-DEPTH: 1.3  meters
 JL0387
 JL0387  HISTORY     - Date     Condition        Report By
 JL0387  HISTORY     - UNK      MONUMENTED       USGS
 JL0387  HISTORY     - 1955     GOOD             NGS
 JL0387  HISTORY     - 1974     GOOD             NGS
 JL0387  HISTORY     - 1984     GOOD             NGS
 JL0387  HISTORY     - 20020426 GOOD             USPSQD
 JL0387  HISTORY     - 20030621 GOOD             USPSQD
 JL0387
 JL0387                          STATION DESCRIPTION
 JL0387
 JL0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JL0387'IN MONTROSE.
 JL0387'AT MONTROSE, MONTROSE COUNTY, OPPOSITE THE DENVER AND RIO GRANDE
 JL0387'WESTERN RAILROAD STATION, 4-1/2 FEET SOUTHWEST OF THE NORTHWEST CORNER
 JL0387'OF THE COORS BUILDING, AND AT THE EDGE OF THE CONCRETE SIDEWALK. A
 JL0387'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 5792.866 AND
 JL0387'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE ABOUT FLUSH WITH THE
 JL0387'SIDEWALK.  NOTE-- CHECK RUN SHOWS EITHER THIS MARK OR F-10 HAS MOVED
 JL0387'ABOUT 5 MILLIMETERS.
 JL0387
 JL0387                          STATION RECOVERY (1974)
 JL0387
 JL0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JL0387'RECOVERED IN GOOD CONDITION.
 JL0387
 JL0387                          STATION RECOVERY (1984)
 JL0387
 JL0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0387'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN MONTROSE,
 JL0387'AT 1 NORTH FIRST STREET, 26.5 M (86.9 FT) EAST OF THE NORTHEAST CORNER
 JL0387'OF THE DENVER AND RIO GRANDE WESTERN RAILROAD STATION, 8.8 M (28.9 FT)
 JL0387'SOUTHEAST OF THE CENTER OF THE STREET, AND 1.4 M (4.6 FT) SOUTHWEST OF
 JL0387'THE NORTHEAST CORNER OF JOJOS BAR.
 JL0387'THE MARK IS ABOVE LEVEL WITH THE STREET.
 JL0387
 JL0387                          STATION RECOVERY (2002)
 JL0387
 JL0387'RECOVERY NOTE BY US POWER SQUADRON 2002 (KFJ)
 JL0387'RAILROAD STATION IS NOW A TRANSPORTATION MUSEUM. JOJO'S BAR IS OUT OF
 JL0387'BUSINESS.  MARK IS SOUTHWEST OF THE NORTHWEST CORNER OF THE BUILDING.
 JL0387'BUILDING IS STILL REFERRED TO AS THE COORS BUILDING.
 JL0387
 JL0387                          STATION RECOVERY (2003)
 JL0387
 JL0387'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 JL0387'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0578 ***********************************************************************
 LL0578  DESIGNATION -  5808
 LL0578  PID         -  LL0578
 LL0578  STATE/COUNTY-  CO/LARIMER
 LL0578  USGS QUAD   -  DRAKE (1984)
 LL0578
 LL0578                         *CURRENT SURVEY CONTROL
 LL0578  ___________________________________________________________________
 LL0578* NAD 83(1986)-  40 25 32.     (N)    105 17 37.     (W)     SCALED    
 LL0578* NAVD 88     -      1770.852  (meters)    5809.87   (feet)  ADJUSTED  
 LL0578  ___________________________________________________________________
 LL0578  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 LL0578  DYNAMIC HT  -        1769.229 (meters)    5804.55  (feet)  COMP
 LL0578  MODELED GRAV-     979,645.7   (mgal)                       NAVD 88
 LL0578
 LL0578  VERT ORDER  -  SECOND    CLASS 0
 LL0578
 LL0578.The horizontal coordinates were scaled from a topographic map and have
 LL0578.an estimated accuracy of +/- 6 seconds.
 LL0578
 LL0578.The orthometric height was determined by differential leveling
 LL0578.and adjusted by the National Geodetic Survey in June 1991..
 LL0578
 LL0578.The geoid height was determined by GEOID03.
 LL0578
 LL0578.The dynamic height is computed by dividing the NAVD 88
 LL0578.geopotential number by the normal gravity value computed on the
 LL0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0578.degrees latitude (g = 980.6199 gals.).
 LL0578
 LL0578.The modeled gravity was interpolated from observed gravity values.
 LL0578
 LL0578;                    North         East    Units  Estimated Accuracy
 LL0578;SPC CO N     -   426,090.      931,920.      MT  (+/- 180 meters Scaled)
 LL0578
 LL0578                          SUPERSEDED SURVEY CONTROL
 LL0578
 LL0578  NGVD 29 (??/??/92) 1769.779  (m)         5806.35   (f) ADJ UNCH    2 0
 LL0578
 LL0578.Superseded values are not recommended for survey control.
 LL0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0578.See file dsdata.txt to determine how the superseded data were derived.
 LL0578
 LL0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE750750(NAD 83)
 LL0578_MARKER: DD = SURVEY DISK
 LL0578_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LL0578_SP_SET: GRANITE ROCK SMALL
 LL0578_STAMPING: FAP 9R4 AND 9R5
 LL0578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0578
 LL0578  HISTORY     - Date     Condition        Report By
 LL0578  HISTORY     - UNK      MONUMENTED       USGS
 LL0578  HISTORY     - 1939     SEE DESCRIPTION  NGS
 LL0578  HISTORY     - 1980     MARK NOT FOUND   USGS
 LL0578
 LL0578                          STATION DESCRIPTION
 LL0578
 LL0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 LL0578'16.2 MI NE FROM ESTES PARK.
 LL0578'16.2 MILES NORTHEAST ALONG U.S. HIGHWAY 34 FROM THE POST OFFICE AT
 LL0578'ESTES PARK, LARIMER COUNTY, 2.8 MILES EAST OF DRAKE, 0.15 MILE WEST
 LL0578'OF THE SIXTH HIGHWAY BRIDGE EAST OF ESTES PARK, SEC. 6, T. 5 N.,
 LL0578'R. 71 W., 52 FEET SOUTH OF CONCRETE POST PROJECT MARKER FAP 9R4 AND
 LL0578'9R5, 25 FEET EAST OF BIG THOMPSON RIVER, 13 FEET WEST OF THE ROAD,
 LL0578'1.5 FEET EAST OF AN 18-INCH PINE TREE, IN THE TOP OF A SMALL GRANITE
 LL0578'ROCK, AND 1 FOOT LOWER THAN THE ROAD.  A UNITED STATES GEOLOGICAL
 LL0578'SURVEY STANDARD DISK.  NOTE-- IT WAS REPORTED IN 1939 THAN ALL THE
 LL0578'STAMPING ON THE DISK IS OBLITERATED, AND THAT THE RIGHT-HAND THIRD
 LL0578'OF THE CAP IS MISSING.  THE DISK NOW READS U.S. GEOLOGICAL SUR.
 LL0578
 LL0578                          STATION RECOVERY (1980)
 LL0578
 LL0578'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 LL0578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0462 ***********************************************************************
 JL0462  DESIGNATION -  5811.09
 JL0462  PID         -  JL0462
 JL0462  STATE/COUNTY-  CO/MONTROSE
 JL0462  USGS QUAD   -  MONTROSE EAST (1982)
 JL0462
 JL0462                         *CURRENT SURVEY CONTROL
 JL0462  ___________________________________________________________________
 JL0462* NAD 83(1986)-  38 29 15.     (N)    107 51 59.     (W)     SCALED    
 JL0462* NAVD 88     -      1772.554  (meters)    5815.45   (feet)  ADJUSTED  
 JL0462  ___________________________________________________________________
 JL0462  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 JL0462  DYNAMIC HT  -        1770.602 (meters)    5809.05  (feet)  COMP
 JL0462  MODELED GRAV-     979,465.2   (mgal)                       NAVD 88
 JL0462
 JL0462  VERT ORDER  -  FIRST     CLASS II
 JL0462
 JL0462.The horizontal coordinates were scaled from a topographic map and have
 JL0462.an estimated accuracy of +/- 6 seconds.
 JL0462
 JL0462.The orthometric height was determined by differential leveling
 JL0462.and adjusted by the National Geodetic Survey in June 1991..
 JL0462
 JL0462.The geoid height was determined by GEOID03.
 JL0462
 JL0462.The dynamic height is computed by dividing the NAVD 88
 JL0462.geopotential number by the normal gravity value computed on the
 JL0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0462.degrees latitude (g = 980.6199 gals.).
 JL0462
 JL0462.The modeled gravity was interpolated from observed gravity values.
 JL0462
 JL0462;                    North         East    Units  Estimated Accuracy
 JL0462;SPC CO S     -   509,510.      707,960.      MT  (+/- 180 meters Scaled)
 JL0462
 JL0462                          SUPERSEDED SURVEY CONTROL
 JL0462
 JL0462.No superseded survey control is available for this station.
 JL0462
 JL0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC499638(NAD 83)
 JL0462_MARKER: DB = BENCH MARK DISK
 JL0462_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JL0462_SP_SET: HEADWALL
 JL0462_STAMPING: 5811.09
 JL0462_MARK LOGO: CODH  
 JL0462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0462
 JL0462  HISTORY     - Date     Condition        Report By
 JL0462  HISTORY     - 1958     MONUMENTED       CODH
 JL0462  HISTORY     - 1984     GOOD             NGS
 JL0462  HISTORY     - 20030621 MARK NOT FOUND   USPSQD
 JL0462
 JL0462                          STATION DESCRIPTION
 JL0462
 JL0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0462'IN MONTROSE.
 JL0462'IN MONTROSE, AT THE INTERSECTION OF EAST MAIN STREET (U.S. HIGHWAY 50)
 JL0462'AND CEDAR AVENUE, IN TOP OF AND 1.5 M (4.9 FT) SOUTHWEST OF THE
 JL0462'NORTHEAST END OF THE NORTHWEST HEADWALL OF A SINGLE SPAN BRIDGE
 JL0462'SPANNING CEDAR AVENUE, 7.2 M (23.6 FT) SOUTHWEST OF THE CENTER OF THE
 JL0462'AVENUE, AND 5.1 M (16.7 FT) NORTHWEST OF THE CENTERLINE OF THE WEST
 JL0462'BOUND LANES OF THE HIGHWAY.
 JL0462'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 JL0462
 JL0462                          STATION RECOVERY (2003)
 JL0462
 JL0462'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 JL0462'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0175 ***********************************************************************
 JM0175  DESIGNATION -  5830
 JM0175  PID         -  JM0175
 JM0175  STATE/COUNTY-  CO/MONTROSE
 JM0175  USGS QUAD   -  NATURITA NW (1994)
 JM0175
 JM0175                         *CURRENT SURVEY CONTROL
 JM0175  ___________________________________________________________________
 JM0175* NAD 83(1986)-  38 13 33.     (N)    108 40 05.     (W)     SCALED    
 JM0175* NAVD 88     -      1777.584  (meters)    5831.96   (feet)  ADJUSTED  
 JM0175  ___________________________________________________________________
 JM0175  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 JM0175  DYNAMIC HT  -        1775.505 (meters)    5825.14  (feet)  COMP
 JM0175  MODELED GRAV-     979,397.5   (mgal)                       NAVD 88
 JM0175
 JM0175  VERT ORDER  -  SECOND    CLASS 0
 JM0175
 JM0175.The horizontal coordinates were scaled from a topographic map and have
 JM0175.an estimated accuracy of +/- 6 seconds.
 JM0175
 JM0175.The orthometric height was determined by differential leveling
 JM0175.and adjusted by the National Geodetic Survey in June 1991..
 JM0175
 JM0175.The geoid height was determined by GEOID03.
 JM0175
 JM0175.The dynamic height is computed by dividing the NAVD 88
 JM0175.geopotential number by the normal gravity value computed on the
 JM0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0175.degrees latitude (g = 980.6199 gals.).
 JM0175
 JM0175.The modeled gravity was interpolated from observed gravity values.
 JM0175
 JM0175;                    North         East    Units  Estimated Accuracy
 JM0175;SPC CO S     -   482,550.      637,060.      MT  (+/- 180 meters Scaled)
 JM0175
 JM0175                          SUPERSEDED SURVEY CONTROL
 JM0175
 JM0175  NGVD 29 (??/??/92) 1776.343  (m)         5827.89   (f) ADJ UNCH    2 0
 JM0175
 JM0175.Superseded values are not recommended for survey control.
 JM0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0175.See file dsdata.txt to determine how the superseded data were derived.
 JM0175
 JM0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH041334(NAD 83)
 JM0175_MARKER: DD = SURVEY DISK
 JM0175_SETTING: 80 = SET IN A BOULDER
 JM0175_SP_SET: BOULDER
 JM0175_STAMPING: 5830
 JM0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0175+STABILITY: SURFACE MOTION
 JM0175
 JM0175  HISTORY     - Date     Condition        Report By
 JM0175  HISTORY     - UNK      MONUMENTED       USGS
 JM0175  HISTORY     - 1934     GOOD             NGS
 JM0175
 JM0175                          STATION DESCRIPTION
 JM0175
 JM0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JM0175'7.9 MI NW FROM NATURITA.
 JM0175'7.9 MILES NORTHWEST OF, ALONG STATE HWY. 90, FROM NATURITA PUBLIC
 JM0175'SCHOOL.  550 FEET EAST OF INTERSECTION OF TELEPHONE LINE WITH
 JM0175'CENTERLINE OF HIGHWAY.  50 FEET SOUTH OF CENTERLINE OF STATE HWY. 90.
 JM0175'50 FEET SOUTH OF CENTERLINE OF STATE HWY. 90.  50 FEET EAST OF
 JM0175'TELEPHONE POLE NO. 1071.  BRONZE TABLET SET HORIZONTALLY IN TOP OF
 JM0175'LARGE SANDSTONE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0330 ***********************************************************************
 LL0330  DESIGNATION -  5840
 LL0330  PID         -  LL0330
 LL0330  STATE/COUNTY-  CO/WELD
 LL0330  USGS QUAD   -  CARR WEST (1975)
 LL0330
 LL0330                         *CURRENT SURVEY CONTROL
 LL0330  ___________________________________________________________________
 LL0330* NAD 83(1986)-  40 56 19.     (N)    104 53 36.     (W)     SCALED    
 LL0330* NAVD 88     -      1780.582  (meters)    5841.79   (feet)  ADJUSTED  
 LL0330  ___________________________________________________________________
 LL0330  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 LL0330  DYNAMIC HT  -        1779.033 (meters)    5836.71  (feet)  COMP
 LL0330  MODELED GRAV-     979,691.2   (mgal)                       NAVD 88
 LL0330
 LL0330  VERT ORDER  -  FIRST     CLASS II
 LL0330
 LL0330.The horizontal coordinates were scaled from a topographic map and have
 LL0330.an estimated accuracy of +/- 6 seconds.
 LL0330
 LL0330.The orthometric height was determined by differential leveling
 LL0330.and adjusted by the National Geodetic Survey in June 1991..
 LL0330
 LL0330.The geoid height was determined by GEOID03.
 LL0330
 LL0330.The dynamic height is computed by dividing the NAVD 88
 LL0330.geopotential number by the normal gravity value computed on the
 LL0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0330.degrees latitude (g = 980.6199 gals.).
 LL0330
 LL0330.The modeled gravity was interpolated from observed gravity values.
 LL0330
 LL0330;                    North         East    Units  Estimated Accuracy
 LL0330;SPC CO N     -   483,220.      965,490.      MT  (+/- 180 meters Scaled)
 LL0330
 LL0330                          SUPERSEDED SURVEY CONTROL
 LL0330
 LL0330  NGVD 29 (??/??/92) 1779.576  (m)         5838.49   (f) ADJ UNCH    1 2
 LL0330
 LL0330.Superseded values are not recommended for survey control.
 LL0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0330.See file dsdata.txt to determine how the superseded data were derived.
 LL0330
 LL0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF089319(NAD 83)
 LL0330_MARKER: DD = SURVEY DISK
 LL0330_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LL0330_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LL0330_STAMPING: 5840 DENVER 1908
 LL0330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0330
 LL0330  HISTORY     - Date     Condition        Report By
 LL0330  HISTORY     - 1908     MONUMENTED       USGS
 LL0330  HISTORY     - 1956     GOOD             NGS
 LL0330
 LL0330                          STATION DESCRIPTION
 LL0330
 LL0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0330'3 MI NW FROM CARR.
 LL0330'3.0 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL0330'STATION AT CARR, 98.5 FEET NORTHEAST OF THE 4TH POLE NORTHWEST
 LL0330'OF MILEPOST 89, 51 FEET NORTHEAST OF THE NORTHEAST RAIL, 2.8 FEET
 LL0330'NORTHEAST OF A FENCE, 0.8 FOOT SOUTHEAST OF A WITNESS POST,
 LL0330'RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 0.6
 LL0330'FOOT ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP
 LL0330'11 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0026 ***********************************************************************
 HK0026  DESIGNATION -  5866
 HK0026  PID         -  HK0026
 HK0026  STATE/COUNTY-  CO/LAS ANIMAS
 HK0026  USGS QUAD   -  TRINIDAD EAST (1971)
 HK0026
 HK0026                         *CURRENT SURVEY CONTROL
 HK0026  ___________________________________________________________________
 HK0026* NAD 83(1986)-  37 13 00.     (N)    104 27 52.     (W)     SCALED    
 HK0026* NAVD 88     -      1790.013  (meters)    5872.73   (feet)  ADJUSTED  
 HK0026  ___________________________________________________________________
 HK0026  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 HK0026  DYNAMIC HT  -        1787.831 (meters)    5865.58  (feet)  COMP
 HK0026  MODELED GRAV-     979,348.8   (mgal)                       NAVD 88
 HK0026
 HK0026  VERT ORDER  -  SECOND    CLASS 0
 HK0026
 HK0026.The horizontal coordinates were scaled from a topographic map and have
 HK0026.an estimated accuracy of +/- 6 seconds.
 HK0026
 HK0026.The orthometric height was determined by differential leveling
 HK0026.and adjusted by the National Geodetic Survey in June 1991..
 HK0026
 HK0026.The geoid height was determined by GEOID03.
 HK0026
 HK0026.The dynamic height is computed by dividing the NAVD 88
 HK0026.geopotential number by the normal gravity value computed on the
 HK0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0026.degrees latitude (g = 980.6199 gals.).
 HK0026
 HK0026.The modeled gravity was interpolated from observed gravity values.
 HK0026
 HK0026;                    North         East    Units  Estimated Accuracy
 HK0026;SPC CO S     -   366,350.    1,006,320.      MT  (+/- 180 meters Scaled)
 HK0026
 HK0026                          SUPERSEDED SURVEY CONTROL
 HK0026
 HK0026  NGVD 29 (??/??/92) 1789.024  (m)         5869.49   (f) ADJ UNCH    2 0
 HK0026
 HK0026.Superseded values are not recommended for survey control.
 HK0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0026.See file dsdata.txt to determine how the superseded data were derived.
 HK0026
 HK0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB475190(NAD 83)
 HK0026_MARKER: DD = SURVEY DISK
 HK0026_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HK0026_SP_SET: BRIDGE
 HK0026_STAMPING: 5866
 HK0026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0026
 HK0026  HISTORY     - Date     Condition        Report By
 HK0026  HISTORY     - UNK      MONUMENTED       USGS
 HK0026  HISTORY     - 1934     GOOD             NGS
 HK0026
 HK0026                          STATION DESCRIPTION
 HK0026
 HK0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HK0026'4.0 MI NE FROM TRINIDAD.
 HK0026'ABOUT 4.0 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HK0026'RAILWAY FROM THE STATION AT TRINIDAD, LAS ANIMAS COUNTY, ABOUT
 HK0026'0.5 MILE SOUTHWEST OF EL MORO, ABOUT 150 FEET NORTHEAST OF THE
 HK0026'CENTER OF THE CROSSING OF THE DENVER AND RIO GRANDE WESTERN
 HK0026'RAILROAD, AT BRIDGE 632 E, IN THE TOP OF THE NORTHWEST END OF
 HK0026'THE SOUTHWEST ABUTMENT, AND 26 FEET NORTHWEST OF THE CENTER LINE
 HK0026'OF THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HK0026'STAMPED 5866.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0863 ***********************************************************************
 JK0863  DESIGNATION -  5866.60
 JK0863  PID         -  JK0863
 JK0863  STATE/COUNTY-  CO/EL PASO
 JK0863  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK0863
 JK0863                         *CURRENT SURVEY CONTROL
 JK0863  ___________________________________________________________________
 JK0863* NAD 83(1986)-  38 45 01.     (N)    104 47 54.     (W)     SCALED    
 JK0863* NAVD 88     -      1789.183  (meters)    5870.01   (feet)  ADJUSTED  
 JK0863  ___________________________________________________________________
 JK0863  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 JK0863  DYNAMIC HT  -        1787.248 (meters)    5863.66  (feet)  COMP
 JK0863  MODELED GRAV-     979,483.6   (mgal)                       NAVD 88
 JK0863
 JK0863  VERT ORDER  -  FIRST     CLASS II
 JK0863
 JK0863.The horizontal coordinates were scaled from a topographic map and have
 JK0863.an estimated accuracy of +/- 6 seconds.
 JK0863
 JK0863.The orthometric height was determined by differential leveling
 JK0863.and adjusted by the National Geodetic Survey in June 1991..
 JK0863
 JK0863.The geoid height was determined by GEOID03.
 JK0863
 JK0863.The dynamic height is computed by dividing the NAVD 88
 JK0863.geopotential number by the normal gravity value computed on the
 JK0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0863.degrees latitude (g = 980.6199 gals.).
 JK0863
 JK0863.The modeled gravity was interpolated from observed gravity values.
 JK0863
 JK0863;                    North         East    Units  Estimated Accuracy
 JK0863;SPC CO C     -   406,820.      975,390.      MT  (+/- 180 meters Scaled)
 JK0863
 JK0863                          SUPERSEDED SURVEY CONTROL
 JK0863
 JK0863  NGVD 29 (??/??/??) 1788.154  (m)         5866.64   (f) ADJUSTED    1 2
 JK0863
 JK0863.Superseded values are not recommended for survey control.
 JK0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0863.See file dsdata.txt to determine how the superseded data were derived.
 JK0863
 JK0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC175890(NAD 83)
 JK0863_MARKER: DB = BENCH MARK DISK
 JK0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0863_SP_SET: CONCRETE POST
 JK0863_STAMPING: 5866.60 59
 JK0863_MARK LOGO: USE   
 JK0863_PROJECTION: PROJECTING 5 CENTIMETERS
 JK0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0863+STABILITY: SURFACE MOTION
 JK0863
 JK0863  HISTORY     - Date     Condition        Report By
 JK0863  HISTORY     - UNK      MONUMENTED       USE
 JK0863  HISTORY     - 1984     GOOD             NGS
 JK0863
 JK0863                          STATION DESCRIPTION
 JK0863
 JK0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0863'IN FORT CARSON.
 JK0863'IN FORT CARSON (MILITARY RESERVATION), AT THE JUNCTION OF OCONNELL
 JK0863'BOULEVARD AND WETZEL AVENUE, 68.2 METERS (223.8 FT) NORTHWEST OF THE
 JK0863'CENTER OF OCONNELL BULUEVARD, 17.3 METERS (56.8 FT) WEST OF THE WEST
 JK0863'CORNER OF BUILDING NUMBER 815, 8.3 METERS (27.2 FT) NORTHEAST OF THE
 JK0863'CENTER OF THE AVENUE, AND 6.9 METERS (22.6 FT) SOUTHEAST OF THE CENTER
 JK0863'OF A DRIVE LEADING TO A PARKING AREA.
 JK0863'THE MARK IS 0.3 M ABOVE THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0174 ***********************************************************************
 JK0174  DESIGNATION -  5874
 JK0174  PID         -  JK0174
 JK0174  STATE/COUNTY-  CO/EL PASO
 JK0174  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK0174
 JK0174                         *CURRENT SURVEY CONTROL
 JK0174  ___________________________________________________________________
 JK0174* NAD 83(1986)-  38 48 33.     (N)    104 47 44.     (W)     SCALED    
 JK0174* NAVD 88     -      1791.028  (meters)    5876.06   (feet)  ADJUSTED  
 JK0174  ___________________________________________________________________
 JK0174  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 JK0174  DYNAMIC HT  -        1789.088 (meters)    5869.70  (feet)  COMP
 JK0174  MODELED GRAV-     979,481.5   (mgal)                       NAVD 88
 JK0174
 JK0174  VERT ORDER  -  FIRST     CLASS II
 JK0174
 JK0174.The horizontal coordinates were scaled from a topographic map and have
 JK0174.an estimated accuracy of +/- 6 seconds.
 JK0174
 JK0174.The orthometric height was determined by differential leveling
 JK0174.and adjusted by the National Geodetic Survey in June 1991..
 JK0174
 JK0174.The geoid height was determined by GEOID03.
 JK0174
 JK0174.The dynamic height is computed by dividing the NAVD 88
 JK0174.geopotential number by the normal gravity value computed on the
 JK0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0174.degrees latitude (g = 980.6199 gals.).
 JK0174
 JK0174.The modeled gravity was interpolated from observed gravity values.
 JK0174
 JK0174;                    North         East    Units  Estimated Accuracy
 JK0174;SPC CO C     -   413,360.      975,590.      MT  (+/- 180 meters Scaled)
 JK0174
 JK0174                          SUPERSEDED SURVEY CONTROL
 JK0174
 JK0174  NGVD 29 (??/??/??) 1789.984  (m)         5872.64   (f) ADJUSTED    1 2
 JK0174
 JK0174.Superseded values are not recommended for survey control.
 JK0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0174.See file dsdata.txt to determine how the superseded data were derived.
 JK0174
 JK0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC177956(NAD 83)
 JK0174_MARKER: DD = SURVEY DISK
 JK0174_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JK0174_STAMPING: 5872.944
 JK0174_MARK LOGO: USGS  
 JK0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0174+STABILITY: SURFACE MOTION
 JK0174
 JK0174  HISTORY     - Date     Condition        Report By
 JK0174  HISTORY     - UNK      MONUMENTED       USGS
 JK0174  HISTORY     - 1953     GOOD             NGS
 JK0174  HISTORY     - 1983     GOOD             NGS
 JK0174  HISTORY     - 19970805 MARK NOT FOUND   USPSQD
 JK0174  HISTORY     - 20020119 MARK NOT FOUND   USPSQD
 JK0174
 JK0174                          STATION DESCRIPTION
 JK0174
 JK0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0174'2.4 MI SE FROM COLORADO SPRINGS.
 JK0174'2.4 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 JK0174'FROM THE STATION AT COLORADO SPRINGS, 3 1/2 POLES EAST OF MILEPOST
 JK0174'661, 33.4 FEET SOUTH OF THE SOUTH RAIL, 11 FEET BELOW THE TOP OF THE
 JK0174'RAILS, SET IN THE TOP OF THE SOUTHEAST WINGWALL OF STONE BRIDGE 660 C,
 JK0174'IN THE 12TH STONE BELOW THE TOP OF THE WINGWALL.
 JK0174
 JK0174                          STATION RECOVERY (1983)
 JK0174
 JK0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JK0174'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.9 KM
 JK0174'(3.05 MI) SOUTHERLY ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0174'FROM THE STATION IN COLORADO SPRINGS, SET IN THE SOUTH END OF THE 12TH
 JK0174'LAYER OF STONE OF THE SOUTHWEST WINGWALL OF A STONE ARCH CULVERT OF
 JK0174'THE ABANDONED SANTA FE RAILROAD, 91.4 METERS (299.9 FT) NORTHEAST OF
 JK0174'THE NEAR RAIL, 42.7 METERS (140.1 FT) SOUTHWEST OF THE CENTERLINE OF
 JK0174'HANCOCK EXPRESSWAY, 21.3 METERS (69.9 FT) NORTHEAST OF THE CENTER OF A
 JK0174'PAVED ROAD, AND 6.1 METERS (20.0 FT) SOUTHWEST OF THE CENTER OF THE
 JK0174'RAILROAD GRADE.
 JK0174'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 JK0174'THE MARK IS 1.0 M ABOVE THE PAVED ROAD.
 JK0174
 JK0174                          STATION RECOVERY (1997)
 JK0174
 JK0174'RECOVERY NOTE BY US POWER SQUADRON 1997
 JK0174'MARK NOT FOUND.
 JK0174
 JK0174                          STATION RECOVERY (2002)
 JK0174
 JK0174'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 JK0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0464 ***********************************************************************
 JL0464  DESIGNATION -  5896.33
 JL0464  PID         -  JL0464
 JL0464  STATE/COUNTY-  CO/MONTROSE
 JL0464  USGS QUAD   -  MONTROSE EAST (1982)
 JL0464
 JL0464                         *CURRENT SURVEY CONTROL
 JL0464  ___________________________________________________________________
 JL0464* NAD 83(1986)-  38 29 17.     (N)    107 50 47.     (W)     SCALED    
 JL0464* NAVD 88     -      1798.583  (meters)    5900.85   (feet)  ADJUSTED  
 JL0464  ___________________________________________________________________
 JL0464  GEOID HEIGHT-         -16.33  (meters)                     GEOID03
 JL0464  DYNAMIC HT  -        1796.597 (meters)    5894.34  (feet)  COMP
 JL0464  MODELED GRAV-     979,461.0   (mgal)                       NAVD 88
 JL0464
 JL0464  VERT ORDER  -  FIRST     CLASS II
 JL0464
 JL0464.The horizontal coordinates were scaled from a topographic map and have
 JL0464.an estimated accuracy of +/- 6 seconds.
 JL0464
 JL0464.The orthometric height was determined by differential leveling
 JL0464.and adjusted by the National Geodetic Survey in June 1991..
 JL0464
 JL0464.The geoid height was determined by GEOID03.
 JL0464
 JL0464.The dynamic height is computed by dividing the NAVD 88
 JL0464.geopotential number by the normal gravity value computed on the
 JL0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0464.degrees latitude (g = 980.6199 gals.).
 JL0464
 JL0464.The modeled gravity was interpolated from observed gravity values.
 JL0464
 JL0464;                    North         East    Units  Estimated Accuracy
 JL0464;SPC CO S     -   509,520.      709,710.      MT  (+/- 180 meters Scaled)
 JL0464
 JL0464                          SUPERSEDED SURVEY CONTROL
 JL0464
 JL0464.No superseded survey control is available for this station.
 JL0464
 JL0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC517638(NAD 83)
 JL0464_MARKER: DB = BENCH MARK DISK
 JL0464_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JL0464_SP_SET: HEADWALL
 JL0464_STAMPING: 5896.33 CODH
 JL0464_MARK LOGO: CODH  
 JL0464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0464
 JL0464  HISTORY     - Date     Condition        Report By
 JL0464  HISTORY     - 1958     MONUMENTED       CODH
 JL0464  HISTORY     - 1984     GOOD             NGS
 JL0464  HISTORY     - 20030621 MARK NOT FOUND   USPSQD
 JL0464
 JL0464                          STATION DESCRIPTION
 JL0464
 JL0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0464'3.0 KM (1.85 MI) EAST FROM MONTROSE.
 JL0464'3.0 KM (1.85 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH
 JL0464'U.S. HIGHWAY 550 IN MONTROSE, IN TOP OF AND 1.4 M (4.6 FT) WEST OF THE
 JL0464'EAST END OF THE NORTH HEADWALL OF A LARGE CULVERT SPANNING
 JL0464'LOUTSENHIZER CANAL, AND 4.3 M (14.1 FT) NORTH OF THE CENTERLINE OF THE
 JL0464'HIGHWAY.
 JL0464'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 JL0464
 JL0464                          STATION RECOVERY (2003)
 JL0464
 JL0464'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 JL0464'ROAD WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0787 ***********************************************************************
 KK0787  DESIGNATION -  59 G
 KK0787  PID         -  KK0787
 KK0787  STATE/COUNTY-  CO/PARK
 KK0787  USGS QUAD   -  TARRYALL (1994)
 KK0787
 KK0787                         *CURRENT SURVEY CONTROL
 KK0787  ___________________________________________________________________
 KK0787* NAD 83(1986)-  39 07 13.     (N)    105 28 27.     (W)     SCALED    
 KK0787* NAVD 88     -      2650.119  (meters)    8694.60   (feet)  ADJUSTED  
 KK0787  ___________________________________________________________________
 KK0787  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 KK0787  DYNAMIC HT  -        2646.947 (meters)    8684.19  (feet)  COMP
 KK0787  MODELED GRAV-     979,333.8   (mgal)                       NAVD 88
 KK0787
 KK0787  VERT ORDER  -  SECOND    CLASS 0
 KK0787
 KK0787.The horizontal coordinates were scaled from a topographic map and have
 KK0787.an estimated accuracy of +/- 6 seconds.
 KK0787
 KK0787.The orthometric height was determined by differential leveling
 KK0787.and adjusted by the National Geodetic Survey in June 1991..
 KK0787
 KK0787.The geoid height was determined by GEOID03.
 KK0787
 KK0787.The dynamic height is computed by dividing the NAVD 88
 KK0787.geopotential number by the normal gravity value computed on the
 KK0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0787.degrees latitude (g = 980.6199 gals.).
 KK0787
 KK0787.The modeled gravity was interpolated from observed gravity values.
 KK0787
 KK0787;                    North         East    Units  Estimated Accuracy
 KK0787;SPC CO C     -   447,660.      916,640.      MT  (+/- 180 meters Scaled)
 KK0787
 KK0787                          SUPERSEDED SURVEY CONTROL
 KK0787
 KK0787  NGVD 29 (??/??/92) 2648.739  (m)         8690.07   (f) ADJ UNCH    2 0
 KK0787
 KK0787.Superseded values are not recommended for survey control.
 KK0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0787.See file dsdata.txt to determine how the superseded data were derived.
 KK0787
 KK0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD590302(NAD 83)
 KK0787_MARKER: DD = SURVEY DISK
 KK0787_SETTING: 66 = SET IN ROCK OUTCROP
 KK0787_SP_SET: GRANITE LEDGE
 KK0787_STAMPING: 59 G 1930
 KK0787_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0787+STABILITY: POSITION/ELEVATION WELL
 KK0787
 KK0787  HISTORY     - Date     Condition        Report By
 KK0787  HISTORY     - 1930     MONUMENTED       USGS
 KK0787  HISTORY     - 1934     GOOD             NGS
 KK0787
 KK0787                          STATION DESCRIPTION
 KK0787
 KK0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KK0787'13 MI NW FROM TARRYALL.
 KK0787'13.0 MILES NORTHWEST ALONG STATE HIGHWAY 77 FROM LAKE GEORGE,
 KK0787'PARK COUNTY, AT TARRYALL, 33 FEET NORTHWEST OF THE NORTHEAST
 KK0787'CORNER OF THE SCHOOL YARD, ON THE TOP OF A KNOLL, 123 FEET
 KK0787'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP
 KK0787'OF A RED GRANITE LEDGE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 KK0787'DISK, STAMPED 59 G 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0452 ***********************************************************************
 JM0452  DESIGNATION -  5915=WSMP 1
 JM0452  PID         -  JM0452
 JM0452  STATE/COUNTY-  CO/MESA
 JM0452  USGS QUAD   -  CALAMITY MESA (1972)
 JM0452
 JM0452                         *CURRENT SURVEY CONTROL
 JM0452  ___________________________________________________________________
 JM0452* NAD 83(1992)-  38 30 11.31753(N)    108 49 00.61666(W)     ADJUSTED  
 JM0452* NAVD 88     -      1805.4    (meters)    5923.     (feet)  VERTCON   
 JM0452  ___________________________________________________________________
 JM0452  LAPLACE CORR-           5.03  (seconds)                    DEFLEC99
 JM0452  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 JM0452
 JM0452  HORZ ORDER  -  THIRD
 JM0452
 JM0452.The horizontal coordinates were established by classical geodetic methods
 JM0452.and adjusted by the National Geodetic Survey in November 1997..
 JM0452
 JM0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0452
 JM0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0452
 JM0452.The geoid height was determined by GEOID03.
 JM0452
 JM0452;                    North         East     Units Scale Factor Converg.
 JM0452;SPC CO C     -   384,435.807   625,144.629   MT  0.99998998   -2 05 30.8
 JM0452;SPC CO C     - 1,261,269.81  2,050,995.34   sFT  0.99998998   -2 05 30.8
 JM0452;SPC CO S     -   513,764.430   625,134.348   MT  1.00001349   -2 02 04.1
 JM0452;SPC CO S     - 1,685,575.47  2,050,961.61   sFT  1.00001349   -2 02 04.1
 JM0452;UTM  12      - 4,263,900.802   690,369.277   MT  1.00004631   +1 21 34.4
 JM0452
 JM0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0452!SPC CO C     -   0.99971967  x   0.99998998  =   0.99970966
 JM0452!SPC CO S     -   0.99971967  x   1.00001349  =   0.99973316
 JM0452!UTM  12      -   0.99971967  x   1.00004631  =   0.99976597
 JM0452
 JM0452:                Primary Azimuth Mark                     Grid Az
 JM0452:SPC CO C     -  WHEEL                                    244 46 55.3
 JM0452:SPC CO S     -  WHEEL                                    244 43 28.6
 JM0452:UTM  12      -  WHEEL                                    241 19 50.1
 JM0452
 JM0452|---------------------------------------------------------------------|
 JM0452| PID    Reference Object                     Distance      Geod. Az  |
 JM0452|                                                           dddmmss.s |
 JM0452| JM0424 WHEEL                               APPROX. 4.3 KM 2424124.5 |
 JM0452|---------------------------------------------------------------------|
 JM0452
 JM0452                          SUPERSEDED SURVEY CONTROL
 JM0452
 JM0452  NAD 83(1992)-  38 30 11.31288(N)    108 49 00.62047(W) AD(       ) 3
 JM0452  NAD 83(1986)-  38 30 11.31054(N)    108 49 00.61394(W) AD(       ) 3
 JM0452  NAD 27      -  38 30 11.35136(N)    108 48 58.24075(W) AD(       ) 3
 JM0452  NGVD 29 (07/19/86) 1804.2    (m)         5919.     (f) VERT ANG       
 JM0452
 JM0452.Superseded values are not recommended for survey control.
 JM0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0452.See file dsdata.txt to determine how the superseded data were derived.
 JM0452
 JM0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH9036963901(NAD 83)
 JM0452_MARKER: DD = SURVEY DISK
 JM0452_SETTING: 66 = SET IN ROCK OUTCROP
 JM0452_SP_SET: SET IN ROCK OUTCROP
 JM0452_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0452+STABILITY: POSITION/ELEVATION WELL
 JM0452
 JM0452  HISTORY     - Date     Condition        Report By
 JM0452  HISTORY     - 1947     MONUMENTED       USGS
 JM0452
 JM0452                          STATION DESCRIPTION
 JM0452
 JM0452'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JM0452'LOCATED ABOUT 26 MI. (AIRLINE) N. OF NATURITA, COLORADO.
 JM0452'
 JM0452'TO REACH FROM NATURITA POST OFFICE, TAKE HIGHWAY 141 N. 29.0 MI. TO
 JM0452'MESA CREEK TURN OFF.  TURN RIGHT ON MESA CREEK ROAD 11.0 MI. TO FORKS
 JM0452'OF RD.  TAKE LEFT FORK 2.9 MI. TO BLUE MESA TURN OFF.  TURN LEFT ON
 JM0452'BLUE MESA ROAD 4.2 MI. TO FORKS.  TAKE LEFT FORK 1.7 MI. TO DRAW IN
 JM0452'SAGE BRUSH CLEARING.  TURN LEFT AND FOLLOW DRAW 0.8 MI. TO SMALL
 JM0452'RESERVOIR DAM.  STATION LIES ON LOW RIDGE 500 FT. NE. OF DAM.
 JM0452'
 JM0452'STATION MARK--STANDARD TABLET, SET IN SOLID ROCK, STAMPED ---5915---.
 JM0452'
 JM0452'REFERENCE MARK NO. 1--CHISELED ARROW, ON ROCK, 39.75 FT. DISTANT
 JM0452'FROM STATION, N 83 DEG 37 MIN E.
 JM0452'
 JM0452'REFERENCE MARK NO. 2--CHISELED ARROW, ON ROCK, 40.46 FT. DISTANT
 JM0452'FROM STATION, S 20 DEG 30 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0687 ***********************************************************************
 KK0687  DESIGNATION -  5925
 KK0687  PID         -  KK0687
 KK0687  STATE/COUNTY-  CO/JEFFERSON
 KK0687  USGS QUAD   -  PLATTE CANYON (1994)
 KK0687
 KK0687                         *CURRENT SURVEY CONTROL
 KK0687  ___________________________________________________________________
 KK0687* NAD 83(1986)-  39 25 14.     (N)    105 08 32.     (W)     SCALED    
 KK0687* NAVD 88     -      1806.663  (meters)    5927.36   (feet)  POSTED    
 KK0687  ___________________________________________________________________
 KK0687  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 KK0687  DYNAMIC HT  -        1804.820 (meters)    5921.31  (feet)  COMP
 KK0687  MODELED GRAV-     979,542.8   (mgal)                       NAVD 88
 KK0687
 KK0687  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0687
 KK0687.The horizontal coordinates were scaled from a topographic map and have
 KK0687.an estimated accuracy of +/- 6 seconds.
 KK0687
 KK0687.The orthometric height was determined by differential leveling
 KK0687.and adjusted by the National Geodetic Survey in 1992..
 KK0687.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0687.rate of 0.0 thru 1.0 mm/km.
 KK0687
 KK0687.The geoid height was determined by GEOID03.
 KK0687
 KK0687.The dynamic height is computed by dividing the NAVD 88
 KK0687.geopotential number by the normal gravity value computed on the
 KK0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0687.degrees latitude (g = 980.6199 gals.).
 KK0687
 KK0687.The modeled gravity was interpolated from observed gravity values.
 KK0687
 KK0687;                    North         East    Units  Estimated Accuracy
 KK0687;SPC CO C     -   481,060.      945,210.      MT  (+/- 180 meters Scaled)
 KK0687
 KK0687                          SUPERSEDED SURVEY CONTROL
 KK0687
 KK0687  NGVD 29 (??/??/92) 1805.616  (m)         5923.93   (f) ADJ UNCH    1 2
 KK0687
 KK0687.Superseded values are not recommended for survey control.
 KK0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0687.See file dsdata.txt to determine how the superseded data were derived.
 KK0687
 KK0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD877634(NAD 83)
 KK0687_MARKER: DD = SURVEY DISK
 KK0687_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0687_SP_SET: BRIDGE
 KK0687_STAMPING: BM 5925 1930
 KK0687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0687
 KK0687  HISTORY     - Date     Condition        Report By
 KK0687  HISTORY     - 1930     MONUMENTED       DMWW
 KK0687  HISTORY     - 1955     GOOD             NGS
 KK0687
 KK0687                          STATION DESCRIPTION
 KK0687
 KK0687'DESCRIBED BY DENVER MUNICIPAL WATER WORKS 1930
 KK0687'12 MI NE FROM BUFFALO CREEK.
 KK0687'11.95 MILES NORTHEAST ALONG THE ABANDONED COLORADO AND SOUTHERN
 KK0687'RAILROAD GRADE FROM THE POST OFFICE AT BUFFALO CREEK, AT A 90 FOOT
 KK0687'STEEL BRIDGE OVER THE SOUTH PLATTE RIVER, 6 FEET NORTH OF THE
 KK0687'CENTER LINE OF THE BRIDGE, SET IN THE TOP OF THE NORTH END OF THE
 KK0687'WEST ABUTMENT OF THE BRIDGE.
 KK0687
 KK0687                          STATION RECOVERY (1955)
 KK0687
 KK0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0059 ***********************************************************************
 JM0059  DESIGNATION -  5926
 JM0059  PID         -  JM0059
 JM0059  STATE/COUNTY-  CO/MONTROSE
 JM0059  USGS QUAD   -  BIG BUCKTAIL CREEK (1994)
 JM0059
 JM0059                         *CURRENT SURVEY CONTROL
 JM0059  ___________________________________________________________________
 JM0059* NAD 83(1986)-  38 15 59.     (N)    108 24 16.     (W)     SCALED    
 JM0059* NAVD 88     -      1806.703  (meters)    5927.49   (feet)  ADJUSTED  
 JM0059  ___________________________________________________________________
 JM0059  GEOID HEIGHT-         -17.91  (meters)                     GEOID03
 JM0059  DYNAMIC HT  -        1804.557 (meters)    5920.45  (feet)  COMP
 JM0059  MODELED GRAV-     979,378.8   (mgal)                       NAVD 88
 JM0059
 JM0059  VERT ORDER  -  SECOND    CLASS 0
 JM0059
 JM0059.The horizontal coordinates were scaled from a topographic map and have
 JM0059.an estimated accuracy of +/- 6 seconds.
 JM0059
 JM0059.The orthometric height was determined by differential leveling
 JM0059.and adjusted by the National Geodetic Survey in June 1991..
 JM0059
 JM0059.The geoid height was determined by GEOID03.
 JM0059
 JM0059.The dynamic height is computed by dividing the NAVD 88
 JM0059.geopotential number by the normal gravity value computed on the
 JM0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0059.degrees latitude (g = 980.6199 gals.).
 JM0059
 JM0059.The modeled gravity was interpolated from observed gravity values.
 JM0059
 JM0059;                    North         East    Units  Estimated Accuracy
 JM0059;SPC CO S     -   486,300.      660,270.      MT  (+/- 180 meters Scaled)
 JM0059
 JM0059                          SUPERSEDED SURVEY CONTROL
 JM0059
 JM0059  NGVD 29 (??/??/92) 1805.396  (m)         5923.20   (f) ADJ UNCH    2 0
 JM0059
 JM0059.Superseded values are not recommended for survey control.
 JM0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0059.See file dsdata.txt to determine how the superseded data were derived.
 JM0059
 JM0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH270385(NAD 83)
 JM0059_MARKER: DD = SURVEY DISK
 JM0059_SETTING: 80 = SET IN A BOULDER
 JM0059_SP_SET: BOULDER
 JM0059_STAMPING: 5926
 JM0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0059+STABILITY: SURFACE MOTION
 JM0059
 JM0059  HISTORY     - Date     Condition        Report By
 JM0059  HISTORY     - UNK      MONUMENTED       USGS
 JM0059  HISTORY     - 1934     GOOD             NGS
 JM0059
 JM0059                          STATION DESCRIPTION
 JM0059
 JM0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JM0059'12.3 MI NE FROM NATURITA.
 JM0059'12.3 MILES NORTHEAST OF, ALONG STATE HWY. 90, FROM NATURITA PUBLIC
 JM0059'SCH.  .25 MILES WEST OF STEEL HIGHWAY BRIDGE OVER SAN MIGUEL RIVER. 60
 JM0059'FEET SOUTH OF CENTERLINE OF STATE HWY. 90.  BRONZE TABLET SET
 JM0059'HORIZONTALLY IN TOP OF SANDSTONE BOULDER, 25 FT. LONG, 12 FT. HIGH, 12
 JM0059'FT. WIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0262 ***********************************************************************
 HL0262  DESIGNATION -  5936
 HL0262  PID         -  HL0262
 HL0262  STATE/COUNTY-  CO/LA PLATA
 HL0262  USGS QUAD   -  BONDAD HILL (1968)
 HL0262
 HL0262                         *CURRENT SURVEY CONTROL
 HL0262  ___________________________________________________________________
 HL0262* NAD 83(1986)-  37 00 17.     (N)    107 52 11.     (W)     SCALED    
 HL0262* NAVD 88     -      1810.215  (meters)    5939.01   (feet)  POSTED    
 HL0262  ___________________________________________________________________
 HL0262  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 HL0262  DYNAMIC HT  -        1807.910 (meters)    5931.45  (feet)  COMP
 HL0262  MODELED GRAV-     979,293.7   (mgal)                       NAVD 88
 HL0262
 HL0262  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HL0262
 HL0262.The horizontal coordinates were scaled from a topographic map and have
 HL0262.an estimated accuracy of +/- 6 seconds.
 HL0262
 HL0262.The orthometric height was determined by differential leveling
 HL0262.and adjusted by the National Geodetic Survey in 1992..
 HL0262.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HL0262.rate of 2.1 thru 3.0 mm/km.
 HL0262
 HL0262.The geoid height was determined by GEOID03.
 HL0262
 HL0262.The dynamic height is computed by dividing the NAVD 88
 HL0262.geopotential number by the normal gravity value computed on the
 HL0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0262.degrees latitude (g = 980.6199 gals.).
 HL0262
 HL0262.The modeled gravity was interpolated from observed gravity values.
 HL0262
 HL0262;                    North         East    Units  Estimated Accuracy
 HL0262;SPC CO S     -   345,000.      703,490.      MT  (+/- 180 meters Scaled)
 HL0262
 HL0262                          SUPERSEDED SURVEY CONTROL
 HL0262
 HL0262  NGVD 29 (??/??/92) 1809.083  (m)         5935.30   (f) ADJ UNCH    1 2
 HL0262
 HL0262.Superseded values are not recommended for survey control.
 HL0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0262.See file dsdata.txt to determine how the superseded data were derived.
 HL0262
 HL0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA446992(NAD 83)
 HL0262_MARKER: DD = SURVEY DISK
 HL0262_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HL0262_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HL0262_STAMPING: 5936
 HL0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0262
 HL0262  HISTORY     - Date     Condition        Report By
 HL0262  HISTORY     - UNK      MONUMENTED       USGS
 HL0262  HISTORY     - 1928     GOOD             NGS
 HL0262  HISTORY     - 1984     MARK NOT FOUND   NGS
 HL0262
 HL0262                          STATION DESCRIPTION
 HL0262
 HL0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 HL0262'20 MI S FROM DURANGO.
 HL0262'0.3 MILE NORTHWEST OF COLORADO-NEW MEXICO LINE, 10 FT. NORTH OF
 HL0262'MILEPOST D-467.
 HL0262
 HL0262                          STATION RECOVERY (1984)
 HL0262
 HL0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HL0262'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0346 ***********************************************************************
 JL0346  DESIGNATION -  5945
 JL0346  PID         -  JL0346
 JL0346  STATE/COUNTY-  CO/MONTROSE
 JL0346  USGS QUAD   -  MONTROSE EAST (1982)
 JL0346
 JL0346                         *CURRENT SURVEY CONTROL
 JL0346  ___________________________________________________________________
 JL0346* NAD 83(1986)-  38 26 10.     (N)    107 52 10.     (W)     SCALED    
 JL0346* NAVD 88     -      1806.988  (meters)    5928.43   (feet)  POSTED    
 JL0346  ___________________________________________________________________
 JL0346  GEOID HEIGHT-         -16.34  (meters)                     GEOID03
 JL0346  DYNAMIC HT  -        1804.980 (meters)    5921.84  (feet)  COMP
 JL0346  MODELED GRAV-     979,451.4   (mgal)                       NAVD 88
 JL0346
 JL0346  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JL0346
 JL0346.The horizontal coordinates were scaled from a topographic map and have
 JL0346.an estimated accuracy of +/- 6 seconds.
 JL0346
 JL0346.The orthometric height was determined by differential leveling
 JL0346.and adjusted by the National Geodetic Survey in 1992..
 JL0346.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JL0346.rate of 1.1 thru 2.0 mm/km.
 JL0346
 JL0346.The geoid height was determined by GEOID03.
 JL0346
 JL0346.The dynamic height is computed by dividing the NAVD 88
 JL0346.geopotential number by the normal gravity value computed on the
 JL0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0346.degrees latitude (g = 980.6199 gals.).
 JL0346
 JL0346.The modeled gravity was interpolated from observed gravity values.
 JL0346
 JL0346;                    North         East    Units  Estimated Accuracy
 JL0346;SPC CO S     -   503,810.      707,550.      MT  (+/- 180 meters Scaled)
 JL0346
 JL0346                          SUPERSEDED SURVEY CONTROL
 JL0346
 JL0346  NGVD 29 (??/??/92) 1805.756  (m)         5924.38   (f) ADJ UNCH    1 2
 JL0346
 JL0346.Superseded values are not recommended for survey control.
 JL0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0346.See file dsdata.txt to determine how the superseded data were derived.
 JL0346
 JL0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC495581(NAD 83)
 JL0346_MARKER: P = PIPE CAP
 JL0346_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JL0346_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JL0346_STAMPING: 5924.384 1901
 JL0346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JL0346
 JL0346  HISTORY     - Date     Condition        Report By
 JL0346  HISTORY     - 1901     MONUMENTED       USGS
 JL0346  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0346
 JL0346                          STATION DESCRIPTION
 JL0346
 JL0346'DESCRIBED BY US GEOLOGICAL SURVEY 1901
 JL0346'3.2 MI SE FROM MONTROSE.
 JL0346'ABOUT 3.2 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 JL0346'RAILROAD FROM THE STATION AT MONTROSE, MONTROSE COUNTY, ABOUT 0.3 MILE
 JL0346'NORTHWEST OF MILEPOST D 355, JUST SOUTH OF THE CHIEF OURAY HOMESTEAD,
 JL0346'ABOUT 500 FEET NORTHWEST OF A GRANITE MONUMENT, 33 FEET SOUTHEAST OF A
 JL0346'CATTLE GUARD, 43 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK, 5.5
 JL0346'FEET SOUTHWEST OF THE NORTHEAST RIGHT-OF-WAY FENCE, 6.5 FEET WEST OF A
 JL0346'CORNER FENCE POST, IN LINE WITH THE CATTLE-GUARD FENCE, AND ABOUT
 JL0346'LEVEL WITH THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 JL0346'STAMPED 5924.384 1901 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 JL0346'PROJECTING ABOUT 10 INCHES ABOVE GROUND.
 JL0346
 JL0346                          STATION RECOVERY (1984)
 JL0346
 JL0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0346'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0404 ***********************************************************************
 JL0404  DESIGNATION -  5948
 JL0404  PID         -  JL0404
 JL0404  STATE/COUNTY-  CO/MONTROSE
 JL0404  USGS QUAD   -  MONTROSE WEST (1983)
 JL0404
 JL0404                         *CURRENT SURVEY CONTROL
 JL0404  ___________________________________________________________________
 JL0404* NAD 83(1986)-  38 27 37.     (N)    107 54 41.     (W)     SCALED    
 JL0404* NAVD 88     -      1813.954  (meters)    5951.28   (feet)  ADJUSTED  
 JL0404  ___________________________________________________________________
 JL0404  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 JL0404  DYNAMIC HT  -        1811.945 (meters)    5944.69  (feet)  COMP
 JL0404  MODELED GRAV-     979,456.5   (mgal)                       NAVD 88
 JL0404
 JL0404  VERT ORDER  -  SECOND    CLASS 0
 JL0404
 JL0404.The horizontal coordinates were scaled from a topographic map and have
 JL0404.an estimated accuracy of +/- 6 seconds.
 JL0404
 JL0404.The orthometric height was determined by differential leveling
 JL0404.and adjusted by the National Geodetic Survey in June 1991..
 JL0404
 JL0404.The geoid height was determined by GEOID03.
 JL0404
 JL0404.The dynamic height is computed by dividing the NAVD 88
 JL0404.geopotential number by the normal gravity value computed on the
 JL0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0404.degrees latitude (g = 980.6199 gals.).
 JL0404
 JL0404.The modeled gravity was interpolated from observed gravity values.
 JL0404
 JL0404;                    North         East    Units  Estimated Accuracy
 JL0404;SPC CO S     -   506,590.      703,960.      MT  (+/- 180 meters Scaled)
 JL0404
 JL0404                          SUPERSEDED SURVEY CONTROL
 JL0404
 JL0404  NGVD 29 (??/??/92) 1812.723  (m)         5947.24   (f) ADJ UNCH    2 0
 JL0404
 JL0404.Superseded values are not recommended for survey control.
 JL0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0404.See file dsdata.txt to determine how the superseded data were derived.
 JL0404
 JL0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC459609(NAD 83)
 JL0404_MARKER: DD = SURVEY DISK
 JL0404_SETTING: 80 = SET IN A BOULDER
 JL0404_SP_SET: BOULDER
 JL0404_STAMPING: 5948 - 1909
 JL0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0404+STABILITY: SURFACE MOTION
 JL0404
 JL0404  HISTORY     - Date     Condition        Report By
 JL0404  HISTORY     - 1909     MONUMENTED       USGS
 JL0404  HISTORY     - 1934     GOOD             NGS
 JL0404  HISTORY     - 1969     GOOD             NGS
 JL0404  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0404
 JL0404                          STATION DESCRIPTION
 JL0404
 JL0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JL0404'3.2 MI SW FROM MONTROSE.
 JL0404'3.2 MILES SOUTHWEST OF, ALONG STATE HIGHWAY 90, FROM MONTROSE COUNTY
 JL0404'COURT HOUSE.  150 FEET EAST OF CENTERLINE OF STATE HIGHWAY 90.  150
 JL0404'FEET EAST OF INTERSECTION OF CENTERLINE OF GRANDE VIEW AND OAK GROVE
 JL0404'AVENUES.  70 FEET NORTH OF NORTHEAST CORNER OF FENCE.  45 FEET WEST OF
 JL0404'TOP OF TERRACE.  2 FEET NORTH OF CENTERLINE OF IRRIGATION DITCH.
 JL0404'BRONZE TABLET SET HORIZONTALLY IN TOP OF LARGE SANDSTONE BOULDER.
 JL0404
 JL0404                          STATION RECOVERY (1969)
 JL0404
 JL0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JL0404'RECOVERED IN GOOD CONDITION.
 JL0404
 JL0404                          STATION RECOVERY (1984)
 JL0404
 JL0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0323 ***********************************************************************
 JK0323  DESIGNATION -  5990
 JK0323  PID         -  JK0323
 JK0323  STATE/COUNTY-  CO/EL PASO
 JK0323  USGS QUAD   -  TIMBER MOUNTAIN (1994)
 JK0323
 JK0323                         *CURRENT SURVEY CONTROL
 JK0323  ___________________________________________________________________
 JK0323* NAD 83(1986)-  38 33 13.     (N)    104 49 33.     (W)     SCALED    
 JK0323* NAVD 88     -      1826.665  (meters)    5992.98   (feet)  ADJUSTED  
 JK0323  ___________________________________________________________________
 JK0323  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 JK0323  DYNAMIC HT  -        1824.676 (meters)    5986.46  (feet)  COMP
 JK0323  MODELED GRAV-     979,475.0   (mgal)                       NAVD 88
 JK0323
 JK0323  VERT ORDER  -  SECOND    CLASS 0
 JK0323
 JK0323.The horizontal coordinates were scaled from a topographic map and have
 JK0323.an estimated accuracy of +/- 6 seconds.
 JK0323
 JK0323.The orthometric height was determined by differential leveling
 JK0323.and adjusted by the National Geodetic Survey in June 1991..
 JK0323
 JK0323.The geoid height was determined by GEOID03.
 JK0323
 JK0323.The dynamic height is computed by dividing the NAVD 88
 JK0323.geopotential number by the normal gravity value computed on the
 JK0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0323.degrees latitude (g = 980.6199 gals.).
 JK0323
 JK0323.The modeled gravity was interpolated from observed gravity values.
 JK0323
 JK0323;                    North         East    Units  Estimated Accuracy
 JK0323;SPC CO C     -   384,980.      973,170.      MT  (+/- 180 meters Scaled)
 JK0323
 JK0323                          SUPERSEDED SURVEY CONTROL
 JK0323
 JK0323  NGVD 29 (??/??/92) 1825.657  (m)         5989.68   (f) ADJ UNCH    2 0
 JK0323
 JK0323.Superseded values are not recommended for survey control.
 JK0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0323.See file dsdata.txt to determine how the superseded data were derived.
 JK0323
 JK0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC151672(NAD 83)
 JK0323_MARKER: DB = BENCH MARK DISK
 JK0323_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JK0323_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JK0323_STAMPING: 5990 1906
 JK0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK0323
 JK0323  HISTORY     - Date     Condition        Report By
 JK0323  HISTORY     - 1906     MONUMENTED       USGS
 JK0323  HISTORY     - 1952     GOOD             NGS
 JK0323
 JK0323                          STATION DESCRIPTION
 JK0323
 JK0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JK0323'21.8 MI SE FROM COLORADO SPRINGS.
 JK0323'2.1 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 JK0323'COLORADO SPRINGS, THENCE 13.55 MILES SOUTHWEST ALONG STATE HIGHWAY
 JK0323'115, THENCE 6.1 MILES SOUTHEAST ALONG THE LYTLE ROAD, 21 FEET WEST
 JK0323'OF THE CENTER LINE OF THE ROAD, 100 FEET NORTH OF A JOG IN A FENCE,
 JK0323'100 FEET SOUTH OF A FENCE LEADING WEST, 2 FEET EAST OF A NORTH AND
 JK0323'SOUTH FENCE, 3 FEET SOUTH OF A WITNESS POST, RIVETED ON THE TOP
 JK0323'OF AN IRON PIPE WHICH PROJECTS 1.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0333 ***********************************************************************
 LL0333  DESIGNATION -  5993
 LL0333  PID         -  LL0333
 LL0333  STATE/COUNTY-  CO/WELD
 LL0333  USGS QUAD   -  CARR WEST (1975)
 LL0333
 LL0333                         *CURRENT SURVEY CONTROL
 LL0333  ___________________________________________________________________
 LL0333* NAD 83(1986)-  40 58 48.     (N)    104 53 30.     (W)     SCALED    
 LL0333* NAVD 88     -      1827.348  (meters)    5995.22   (feet)  ADJUSTED  
 LL0333  ___________________________________________________________________
 LL0333  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 LL0333  DYNAMIC HT  -        1825.730 (meters)    5989.92  (feet)  COMP
 LL0333  MODELED GRAV-     979,674.3   (mgal)                       NAVD 88
 LL0333
 LL0333  VERT ORDER  -  FIRST     CLASS II
 LL0333
 LL0333.The horizontal coordinates were scaled from a topographic map and have
 LL0333.an estimated accuracy of +/- 6 seconds.
 LL0333
 LL0333.The orthometric height was determined by differential leveling
 LL0333.and adjusted by the National Geodetic Survey in June 1991..
 LL0333
 LL0333.The geoid height was determined by GEOID03.
 LL0333
 LL0333.The dynamic height is computed by dividing the NAVD 88
 LL0333.geopotential number by the normal gravity value computed on the
 LL0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0333.degrees latitude (g = 980.6199 gals.).
 LL0333
 LL0333.The modeled gravity was interpolated from observed gravity values.
 LL0333
 LL0333;                    North         East    Units  Estimated Accuracy
 LL0333;SPC CO N     -   487,820.      965,600.      MT  (+/- 180 meters Scaled)
 LL0333
 LL0333                          SUPERSEDED SURVEY CONTROL
 LL0333
 LL0333  NGVD 29 (??/??/92) 1826.306  (m)         5991.81   (f) ADJ UNCH    1 2
 LL0333
 LL0333.Superseded values are not recommended for survey control.
 LL0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0333.See file dsdata.txt to determine how the superseded data were derived.
 LL0333
 LL0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF091365(NAD 83)
 LL0333_MARKER: DD = SURVEY DISK
 LL0333_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LL0333_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LL0333_STAMPING: 5993 DENVER 1908
 LL0333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0333
 LL0333  HISTORY     - Date     Condition        Report By
 LL0333  HISTORY     - 1908     MONUMENTED       USGS
 LL0333  HISTORY     - 1956     GOOD             NGS
 LL0333
 LL0333                          STATION DESCRIPTION
 LL0333
 LL0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0333'6 MI NW FROM CARR.
 LL0333'5.9 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL0333'STATION AT CARR, THENCE 0.15 MILE WEST ACROSS A GRASSY RAVINE,
 LL0333'260 YARDS SOUTHWEST OF MILEPOST 92, 53 FEET EAST OF THE CENTER
 LL0333'LINE OF A TRACK ROAD, 1 FOOT NORTH OF A WITNESS POST, RIVETED ON
 LL0333'THE TOP OF A 3 1/2 INCH IRON PIPE WHICH PROJECTS 1.2 FEET ABOVE
 LL0333'THE GROUND, IN THE NORTHWEST 1/4 OF SECTION 27, TOWNSHIP 12 NORTH,
 LL0333'RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0090 ***********************************************************************
 HK0090  DESIGNATION -  5998
 HK0090  PID         -  HK0090
 HK0090  STATE/COUNTY-  CO/LAS ANIMAS
 HK0090  USGS QUAD   -  TRINIDAD WEST (1979)
 HK0090
 HK0090                         *CURRENT SURVEY CONTROL
 HK0090  ___________________________________________________________________
 HK0090* NAD 83(1986)-  37 10 20.     (N)    104 30 27.     (W)     SCALED    
 HK0090* NAVD 88     -      1829.094  (meters)    6000.95   (feet)  ADJUSTED  
 HK0090  ___________________________________________________________________
 HK0090  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 HK0090  DYNAMIC HT  -        1826.839 (meters)    5993.55  (feet)  COMP
 HK0090  MODELED GRAV-     979,333.4   (mgal)                       NAVD 88
 HK0090
 HK0090  VERT ORDER  -  FIRST     CLASS II
 HK0090
 HK0090.The horizontal coordinates were scaled from a topographic map and have
 HK0090.an estimated accuracy of +/- 6 seconds.
 HK0090
 HK0090.The orthometric height was determined by differential leveling
 HK0090.and adjusted by the National Geodetic Survey in June 1991..
 HK0090
 HK0090.The geoid height was determined by GEOID03.
 HK0090
 HK0090.The dynamic height is computed by dividing the NAVD 88
 HK0090.geopotential number by the normal gravity value computed on the
 HK0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0090.degrees latitude (g = 980.6199 gals.).
 HK0090
 HK0090.The modeled gravity was interpolated from observed gravity values.
 HK0090
 HK0090;                    North         East    Units  Estimated Accuracy
 HK0090;SPC CO S     -   361,380.    1,002,550.      MT  (+/- 180 meters Scaled)
 HK0090
 HK0090                          SUPERSEDED SURVEY CONTROL
 HK0090
 HK0090  NGVD 29 (??/??/92) 1828.084  (m)         5997.64   (f) ADJ UNCH    1 2
 HK0090
 HK0090.Superseded values are not recommended for survey control.
 HK0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0090.See file dsdata.txt to determine how the superseded data were derived.
 HK0090
 HK0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB437140(NAD 83)
 HK0090_MARKER: DD = SURVEY DISK
 HK0090_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HK0090_SP_SET: BRIDGE
 HK0090_STAMPING: 5997.639
 HK0090_MARK LOGO: USGS  
 HK0090_MAGNETIC: N = NO MAGNETIC MATERIAL
 HK0090_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0090
 HK0090  HISTORY     - Date     Condition        Report By
 HK0090  HISTORY     - UNK      MONUMENTED       USGS
 HK0090  HISTORY     - 1942     GOOD             NGS
 HK0090  HISTORY     - 19911122 MARK NOT FOUND   LOCENG
 HK0090
 HK0090                          STATION DESCRIPTION
 HK0090
 HK0090'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 HK0090'IN TRINIDAD.
 HK0090'AT TRINIDAD, LAS ANIMAS COUNTY, 220 YARDS NORTHEAST OF THE
 HK0090'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION, AT THE COMMERCIAL
 HK0090'STREET BRIDGE OVER PURGATOIRE RIVER, NEAR THE MIDDLE OF THE BRIDGE,
 HK0090'IN THE FACE OF THE CONCRETE RAILING ON THE SOUTHWEST SIDE OF THE
 HK0090'BRIDGE, AND 3 FEET ABOVE THE SIDEWALK.  A UNITED STATES GEOLOGICAL
 HK0090'SURVEY STANDARD DISK, STAMPED 5997.639, AND SET VERTICALLY.
 HK0090
 HK0090                          STATION RECOVERY (1991)
 HK0090
 HK0090'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991
 HK0090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1041 ***********************************************************************
 JK1041  DESIGNATION -  5A
 JK1041  PID         -  JK1041
 JK1041  STATE/COUNTY-  CO/PUEBLO
 JK1041  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1041
 JK1041                         *CURRENT SURVEY CONTROL
 JK1041  ___________________________________________________________________
 JK1041* NAD 83(1992)-  38 25 04.99391(N)    104 17 02.78037(W)     ADJUSTED  
 JK1041* NAVD 88     -      1511.46   (+/-2cm)    4958.8    (feet)  VERTCON   
 JK1041  ___________________________________________________________________
 JK1041  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 JK1041  GEOID HEIGHT-         -20.01  (meters)                     GEOID03
 JK1041
 JK1041  HORZ ORDER  -  SECOND
 JK1041  VERT ORDER  -  THIRD ? (See Below)
 JK1041
 JK1041.The horizontal coordinates were established by classical geodetic methods
 JK1041.and adjusted by the National Geodetic Survey in January 1993..
 JK1041
 JK1041.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1041.The vertical order pertains to the NGVD 29 superseded value.
 JK1041
 JK1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1041
 JK1041.The geoid height was determined by GEOID03.
 JK1041
 JK1041;                    North         East     Units Scale Factor Converg.
 JK1041;SPC CO S     -   499,873.806 1,020,584.426   MT  0.99999725   +0 44 44.9
 JK1041;SPC CO S     - 1,640,002.65  3,348,367.40   sFT  0.99999725   +0 44 44.9
 JK1041;UTM  13      - 4,252,443.239   562,495.500   MT  0.99964810   +0 26 41.5
 JK1041
 JK1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1041!SPC CO S     -   0.99976604  x   0.99999725  =   0.99976329
 JK1041!UTM  13      -   0.99976604  x   0.99964810  =   0.99941422
 JK1041
 JK1041                          SUPERSEDED SURVEY CONTROL
 JK1041
 JK1041  NAD 83(1986)-  38 25 04.98210(N)    104 17 02.77569(W) AD(       ) 2
 JK1041  NAD 27      -  38 25 04.98969(N)    104 17 00.89913(W) AD(       ) 2
 JK1041  NGVD 29 (07/19/86) 1510.61   (m)         4956.1    (f) LEVELING    3  
 JK1041
 JK1041.Superseded values are not recommended for survey control.
 JK1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1041.See file dsdata.txt to determine how the superseded data were derived.
 JK1041
 JK1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6249552443(NAD 83)
 JK1041
 JK1041  HISTORY     - Date     Condition        Report By
 JK1041  HISTORY     - UNK      MONUMENTED
 JK1041  HISTORY     - 1975     GOOD             NGS
 JK1041
 JK1041                          STATION DESCRIPTION
 JK1041
 JK1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1041'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1041'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS LOCATED ABOUT
 JK1041'21 MILES NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.
 JK1041'MARK IS ABOUT 1.05 MILES SOUTH, ALONG THE EAST LIMB OF THE HIGH
 JK1041'SPEED TRACK FROM A CONCRETE BRIDGE THAT SPANS THE EAST LIMB OF
 JK1041'THE TRACK AND ABOUT 125 FEET EAST OF THE TRACK.
 JK1041'
 JK1041'STATION IS A STANDARD TRAVERSE STATION MARK DISK, SET IN THE
 JK1041'TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES AND
 JK1041'ABOUT 5 FEET INTO THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1043 ***********************************************************************
 JK1043  DESIGNATION -  5B
 JK1043  PID         -  JK1043
 JK1043  STATE/COUNTY-  CO/PUEBLO
 JK1043  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1043
 JK1043                         *CURRENT SURVEY CONTROL
 JK1043  ___________________________________________________________________
 JK1043* NAD 83(1992)-  38 24 58.82217(N)    104 17 05.79151(W)     ADJUSTED  
 JK1043* NAVD 88     -      1512.23   (+/-2cm)    4961.4    (feet)  VERTCON   
 JK1043  ___________________________________________________________________
 JK1043  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 JK1043  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 JK1043
 JK1043  HORZ ORDER  -  SECOND
 JK1043  VERT ORDER  -  THIRD ? (See Below)
 JK1043
 JK1043.The horizontal coordinates were established by classical geodetic methods
 JK1043.and adjusted by the National Geodetic Survey in January 1993..
 JK1043
 JK1043.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1043.The vertical order pertains to the NGVD 29 superseded value.
 JK1043
 JK1043.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1043
 JK1043.The geoid height was determined by GEOID03.
 JK1043
 JK1043;                    North         East     Units Scale Factor Converg.
 JK1043;SPC CO S     -   499,682.569 1,020,513.862   MT  0.99999694   +0 44 43.0
 JK1043;SPC CO S     - 1,639,375.23  3,348,135.90   sFT  0.99999694   +0 44 43.0
 JK1043;UTM  13      - 4,252,252.442   562,423.957   MT  0.99964799   +0 26 39.6
 JK1043
 JK1043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1043!SPC CO S     -   0.99976592  x   0.99999694  =   0.99976286
 JK1043!UTM  13      -   0.99976592  x   0.99964799  =   0.99941399
 JK1043
 JK1043                          SUPERSEDED SURVEY CONTROL
 JK1043
 JK1043  NAD 83(1986)-  38 24 58.81036(N)    104 17 05.78683(W) AD(       ) 2
 JK1043  NAD 27      -  38 24 58.81782(N)    104 17 03.91013(W) AD(       ) 2
 JK1043  NGVD 29 (07/19/86) 1511.38   (m)         4958.6    (f) LEVELING    3  
 JK1043
 JK1043.Superseded values are not recommended for survey control.
 JK1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1043.See file dsdata.txt to determine how the superseded data were derived.
 JK1043
 JK1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6242452252(NAD 83)
 JK1043
 JK1043  HISTORY     - Date     Condition        Report By
 JK1043  HISTORY     - UNK      MONUMENTED
 JK1043  HISTORY     - 1975     GOOD             NGS
 JK1043
 JK1043                          STATION DESCRIPTION
 JK1043
 JK1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1043'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1043'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1043'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS
 JK1043'ABOUT 1.2 MILES SOUTH ALONG THE EAST LIMB OF THE HIGH SPEED TRACK
 JK1043'FROM A CONCRETE BRIDGE THAT SPANS THE EAST LIMB OF THE TRACK AND
 JK1043'ABOUT 105 FEET EAST OF THE TRACK.
 JK1043'
 JK1043'STATION IS A STANDARD TRAVERSE STATION MARK DISK, CLAMPED
 JK1043'TO THE TOP OF A COPPER COVERED ROD DRIVEN INTO THE GROUND 21 FEET.
 JK1043'DISK PROJECTS ABOUT 4 INCHES, SURROUNDED BY A 4-INCH TILE AND
 JK1043'CEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1044 ***********************************************************************
 JK1044  DESIGNATION -  5C
 JK1044  PID         -  JK1044
 JK1044  STATE/COUNTY-  CO/PUEBLO
 JK1044  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1044
 JK1044                         *CURRENT SURVEY CONTROL
 JK1044  ___________________________________________________________________
 JK1044* NAD 83(1992)-  38 24 52.84184(N)    104 17 08.89400(W)     ADJUSTED  
 JK1044* NAVD 88     -      1510.29   (+/-2cm)    4955.0    (feet)  VERTCON   
 JK1044  ___________________________________________________________________
 JK1044  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 JK1044  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 JK1044
 JK1044  HORZ ORDER  -  SECOND
 JK1044  VERT ORDER  -  THIRD ? (See Below)
 JK1044
 JK1044.The horizontal coordinates were established by classical geodetic methods
 JK1044.and adjusted by the National Geodetic Survey in January 1993..
 JK1044
 JK1044.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1044.The vertical order pertains to the NGVD 29 superseded value.
 JK1044
 JK1044.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1044
 JK1044.The geoid height was determined by GEOID03.
 JK1044
 JK1044;                    North         East     Units Scale Factor Converg.
 JK1044;SPC CO S     -   499,497.206 1,020,441.001   MT  0.99999665   +0 44 41.1
 JK1044;SPC CO S     - 1,638,767.08  3,347,896.85   sFT  0.99999665   +0 44 41.1
 JK1044;UTM  13      - 4,252,067.529   562,350.149   MT  0.99964787   +0 26 37.6
 JK1044
 JK1044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1044!SPC CO S     -   0.99976622  x   0.99999665  =   0.99976287
 JK1044!UTM  13      -   0.99976622  x   0.99964787  =   0.99941417
 JK1044
 JK1044                          SUPERSEDED SURVEY CONTROL
 JK1044
 JK1044  NAD 83(1986)-  38 24 52.83003(N)    104 17 08.88931(W) AD(       ) 2
 JK1044  NAD 27      -  38 24 52.83737(N)    104 17 07.01247(W) AD(       ) 2
 JK1044  NGVD 29 (07/19/86) 1509.44   (m)         4952.2    (f) LEVELING    3  
 JK1044
 JK1044.Superseded values are not recommended for survey control.
 JK1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1044.See file dsdata.txt to determine how the superseded data were derived.
 JK1044
 JK1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6235052068(NAD 83)
 JK1044
 JK1044  HISTORY     - Date     Condition        Report By
 JK1044  HISTORY     - UNK      MONUMENTED
 JK1044  HISTORY     - 1975     GOOD             NGS
 JK1044
 JK1044                          STATION DESCRIPTION
 JK1044
 JK1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1044'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1044'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1044'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS
 JK1044'ABOUT 1.3 MILES SOUTH ALONG THE EAST LIMB OF THE HIGH SPEED TRACK
 JK1044'FROM A CONCRETE BRIDGE THAT SPANS THE EAST LIMB OF THE TRACK AND
 JK1044'ABOUT 140 FEET EAST OF THE TRACK.
 JK1044'
 JK1044'STATION IS A STANDARD TRAVERSE STATION MARK DISK, CLAMPED
 JK1044'TO THE TOP OF A COPPER COVERED ROD DRIVEN TO REFUSAL.  DISK
 JK1044'PROJECTS ABOUT 6 INCHES, SURROUNDED BY A 4-INCH TILE AND CEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1045 ***********************************************************************
 JK1045  DESIGNATION -  5D
 JK1045  PID         -  JK1045
 JK1045  STATE/COUNTY-  CO/PUEBLO
 JK1045  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1045
 JK1045                         *CURRENT SURVEY CONTROL
 JK1045  ___________________________________________________________________
 JK1045* NAD 83(1992)-  38 24 46.61284(N)    104 17 12.82162(W)     ADJUSTED  
 JK1045* NAVD 88     -      1506.10   (+/-2cm)    4941.3    (feet)  VERTCON   
 JK1045  ___________________________________________________________________
 JK1045  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 JK1045  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 JK1045
 JK1045  HORZ ORDER  -  SECOND
 JK1045  VERT ORDER  -  THIRD ? (See Below)
 JK1045
 JK1045.The horizontal coordinates were established by classical geodetic methods
 JK1045.and adjusted by the National Geodetic Survey in January 1993..
 JK1045
 JK1045.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1045.The vertical order pertains to the NGVD 29 superseded value.
 JK1045
 JK1045.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1045
 JK1045.The geoid height was determined by GEOID03.
 JK1045
 JK1045;                    North         East     Units Scale Factor Converg.
 JK1045;SPC CO S     -   499,303.917 1,020,348.220   MT  0.99999634   +0 44 38.7
 JK1045;SPC CO S     - 1,638,132.93  3,347,592.45   sFT  0.99999634   +0 44 38.7
 JK1045;UTM  13      - 4,251,874.797   562,256.386   MT  0.99964773   +0 26 35.1
 JK1045
 JK1045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1045!SPC CO S     -   0.99976688  x   0.99999634  =   0.99976322
 JK1045!UTM  13      -   0.99976688  x   0.99964773  =   0.99941469
 JK1045
 JK1045                          SUPERSEDED SURVEY CONTROL
 JK1045
 JK1045  NAD 83(1986)-  38 24 46.60101(N)    104 17 12.81694(W) AD(       ) 2
 JK1045  NAD 27      -  38 24 46.60824(N)    104 17 10.93992(W) AD(       ) 2
 JK1045  NGVD 29 (07/19/86) 1505.25   (m)         4938.5    (f) LEVELING    3  
 JK1045
 JK1045.Superseded values are not recommended for survey control.
 JK1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1045.See file dsdata.txt to determine how the superseded data were derived.
 JK1045
 JK1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6225651875(NAD 83)
 JK1045
 JK1045  HISTORY     - Date     Condition        Report By
 JK1045  HISTORY     - UNK      MONUMENTED
 JK1045  HISTORY     - 1975     GOOD             NGS
 JK1045
 JK1045                          STATION DESCRIPTION
 JK1045
 JK1045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1045'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1045'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1045'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS
 JK1045'ABOUT 1.45 MILES SOUTH ALONG THE EAST LIMB OF THE HIGH SPEED TRACK
 JK1045'FROM A CONCRETE BRIDGE THAT SPANS THE EAST LIMB OF THE TRACK AND
 JK1045'ABOUT 125 FEET EAST OF THE TRACK.
 JK1045'
 JK1045'STATION IS A STANDARD TRAVERSE STATION MARK DISK, CLAMPED
 JK1045'TO THE TOP OF A COPPER COVERED ROD DRIVEN INTO THE GROUND 15 FEET.
 JK1045'DISK PROJECTS ABOUT 6 INCHES, SURROUNDED BY A 4-INCH TILE AND
 JK1045'CEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1047 ***********************************************************************
 JK1047  DESIGNATION -  5E
 JK1047  PID         -  JK1047
 JK1047  STATE/COUNTY-  CO/PUEBLO
 JK1047  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1047
 JK1047                         *CURRENT SURVEY CONTROL
 JK1047  ___________________________________________________________________
 JK1047* NAD 83(1992)-  38 24 40.45222(N)    104 17 17.13433(W)     ADJUSTED  
 JK1047* NAVD 88     -      1506.62   (+/-2cm)    4943.0    (feet)  VERTCON   
 JK1047  ___________________________________________________________________
 JK1047  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 JK1047  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 JK1047
 JK1047  HORZ ORDER  -  SECOND
 JK1047  VERT ORDER  -  THIRD ? (See Below)
 JK1047
 JK1047.The horizontal coordinates were established by classical geodetic methods
 JK1047.and adjusted by the National Geodetic Survey in January 1993..
 JK1047
 JK1047.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1047.The vertical order pertains to the NGVD 29 superseded value.
 JK1047
 JK1047.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1047
 JK1047.The geoid height was determined by GEOID03.
 JK1047
 JK1047;                    North         East     Units Scale Factor Converg.
 JK1047;SPC CO S     -   499,112.616 1,020,246.065   MT  0.99999604   +0 44 36.1
 JK1047;SPC CO S     - 1,637,505.31  3,347,257.30   sFT  0.99999604   +0 44 36.1
 JK1047;UTM  13      - 4,251,684.101   562,153.264   MT  0.99964757   +0 26 32.4
 JK1047
 JK1047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1047!SPC CO S     -   0.99976680  x   0.99999604  =   0.99976284
 JK1047!UTM  13      -   0.99976680  x   0.99964757  =   0.99941445
 JK1047
 JK1047|---------------------------------------------------------------------|
 JK1047| PID    Reference Object                     Distance      Geod. Az  |
 JK1047|                                                           dddmmss.s |
 JK1047| JK1045 5D                                  216.869 METERS 02851     |
 JK1047| JK1048 5F                                  200.901 METERS 21356     |
 JK1047| JK1050 6                                   APPROX. 0.6 KM 2152229.4 |
 JK1047|---------------------------------------------------------------------|
 JK1047
 JK1047                          SUPERSEDED SURVEY CONTROL
 JK1047
 JK1047  NAD 83(1986)-  38 24 40.44037(N)    104 17 17.12966(W) AD(       ) 2
 JK1047  NAD 27      -  38 24 40.44749(N)    104 17 15.25245(W) AD(       ) 2
 JK1047  NGVD 29 (07/19/86) 1505.78   (m)         4940.2    (f) LEVELING    3  
 JK1047
 JK1047.Superseded values are not recommended for survey control.
 JK1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1047.See file dsdata.txt to determine how the superseded data were derived.
 JK1047
 JK1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6215351684(NAD 83)
 JK1047
 JK1047  HISTORY     - Date     Condition        Report By
 JK1047  HISTORY     - UNK      MONUMENTED
 JK1047  HISTORY     - 1975     GOOD             NGS
 JK1047
 JK1047                          STATION DESCRIPTION
 JK1047
 JK1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1047'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1047'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1047'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS
 JK1047'ABOUT 1.55 MILES SOUTH ALONG THE EAST LIMB OF THE HIGH SPEED TRACK
 JK1047'FROM A CONCRETE BRIDGE THAT SPANS THE EAST LIMB OF THE TRACK AND
 JK1047'ABOUT 135 FEET EAST OF THE TRACK.
 JK1047'
 JK1047'STATION IS A STANDARD TRAVERSE STATION MARK DISK, CLAMPED
 JK1047'TO THE TOP OF A COPPER COVERED ROD DRIVEN INTO THE GROUND 28 FEET.
 JK1047'DISK PROJECTS ABOUT 6 INCHES, SURROUNDED BY A 4-INCH TILE AND
 JK1047'CEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1048 ***********************************************************************
 JK1048  DESIGNATION -  5F
 JK1048  PID         -  JK1048
 JK1048  STATE/COUNTY-  CO/PUEBLO
 JK1048  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1048
 JK1048                         *CURRENT SURVEY CONTROL
 JK1048  ___________________________________________________________________
 JK1048* NAD 83(1992)-  38 24 35.04627(N)    104 17 21.75656(W)     ADJUSTED  
 JK1048* NAVD 88     -      1503.53   (+/-2cm)    4932.8    (feet)  VERTCON   
 JK1048  ___________________________________________________________________
 JK1048  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 JK1048  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 JK1048
 JK1048  HORZ ORDER  -  SECOND
 JK1048  VERT ORDER  -  THIRD ? (See Below)
 JK1048
 JK1048.The horizontal coordinates were established by classical geodetic methods
 JK1048.and adjusted by the National Geodetic Survey in January 1993..
 JK1048
 JK1048.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1048.The vertical order pertains to the NGVD 29 superseded value.
 JK1048
 JK1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1048
 JK1048.The geoid height was determined by GEOID03.
 JK1048
 JK1048;                    North         East     Units Scale Factor Converg.
 JK1048;SPC CO S     -   498,944.486 1,020,136.095   MT  0.99999578   +0 44 33.3
 JK1048;SPC CO S     - 1,636,953.70  3,346,896.51   sFT  0.99999578   +0 44 33.3
 JK1048;UTM  13      - 4,251,516.611   562,042.451   MT  0.99964740   +0 26 29.4
 JK1048
 JK1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1048!SPC CO S     -   0.99976728  x   0.99999578  =   0.99976306
 JK1048!UTM  13      -   0.99976728  x   0.99964740  =   0.99941476
 JK1048
 JK1048                          SUPERSEDED SURVEY CONTROL
 JK1048
 JK1048  NAD 83(1986)-  38 24 35.03440(N)    104 17 21.75190(W) AD(       ) 2
 JK1048  NAD 27      -  38 24 35.04142(N)    104 17 19.87450(W) AD(       ) 2
 JK1048  NGVD 29 (07/19/86) 1502.69   (m)         4930.1    (f) LEVELING    3  
 JK1048
 JK1048.Superseded values are not recommended for survey control.
 JK1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1048.See file dsdata.txt to determine how the superseded data were derived.
 JK1048
 JK1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6204251517(NAD 83)
 JK1048
 JK1048  HISTORY     - Date     Condition        Report By
 JK1048  HISTORY     - UNK      MONUMENTED
 JK1048  HISTORY     - 1975     GOOD             NGS
 JK1048
 JK1048                          STATION DESCRIPTION
 JK1048
 JK1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1048'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1048'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1048'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS
 JK1048'ABOUT 1.65 MILES SOUTH ALONG THE EAST LIMB OF THE HIGH SPEED TRACK
 JK1048'FROM A CONCRETE BRIDGE THAT SPANS THE EAST LIMB OF THE TRACK AND
 JK1048'ABOUT 135 FEET EAST OF THE TRACK.
 JK1048'
 JK1048'STATION IS A STANDARD TRAVERSE STATION MARK DISK, CLAMPED
 JK1048'TO THE TOP OF A COPPER COVERED ROD DRIVEN INTO THE GROUND 23 FEET.
 JK1048'DISK PROJECTS ABOUT 6 INCHES, SURROUNDED BY A 4-IN TILE AND CEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1049 ***********************************************************************
 JK1049  DESIGNATION -  5G
 JK1049  PID         -  JK1049
 JK1049  STATE/COUNTY-  CO/PUEBLO
 JK1049  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1049
 JK1049                         *CURRENT SURVEY CONTROL
 JK1049  ___________________________________________________________________
 JK1049* NAD 83(1992)-  38 24 29.67343(N)    104 17 26.25296(W)     ADJUSTED  
 JK1049* NAVD 88     -      1502.16   (+/-2cm)    4928.3    (feet)  VERTCON   
 JK1049  ___________________________________________________________________
 JK1049  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 JK1049  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 JK1049
 JK1049  HORZ ORDER  -  SECOND
 JK1049  VERT ORDER  -  THIRD ? (See Below)
 JK1049
 JK1049.The horizontal coordinates were established by classical geodetic methods
 JK1049.and adjusted by the National Geodetic Survey in January 1993..
 JK1049
 JK1049.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1049.The vertical order pertains to the NGVD 29 superseded value.
 JK1049
 JK1049.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1049
 JK1049.The geoid height was determined by GEOID03.
 JK1049
 JK1049;                    North         East     Units Scale Factor Converg.
 JK1049;SPC CO S     -   498,777.419 1,020,029.160   MT  0.99999552   +0 44 30.5
 JK1049;SPC CO S     - 1,636,405.58  3,346,545.67   sFT  0.99999552   +0 44 30.5
 JK1049;UTM  13      - 4,251,350.166   561,934.677   MT  0.99964724   +0 26 26.6
 JK1049
 JK1049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1049!SPC CO S     -   0.99976750  x   0.99999552  =   0.99976302
 JK1049!UTM  13      -   0.99976750  x   0.99964724  =   0.99941482
 JK1049
 JK1049                          SUPERSEDED SURVEY CONTROL
 JK1049
 JK1049  NAD 83(1986)-  38 24 29.66156(N)    104 17 26.24831(W) AD(       ) 2
 JK1049  NAD 27      -  38 24 29.66846(N)    104 17 24.37072(W) AD(       ) 2
 JK1049  NGVD 29 (07/19/86) 1501.32   (m)         4925.6    (f) LEVELING    3  
 JK1049
 JK1049.Superseded values are not recommended for survey control.
 JK1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1049.See file dsdata.txt to determine how the superseded data were derived.
 JK1049
 JK1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6193551350(NAD 83)
 JK1049
 JK1049  HISTORY     - Date     Condition        Report By
 JK1049  HISTORY     - UNK      MONUMENTED
 JK1049  HISTORY     - 1975     GOOD             NGS
 JK1049
 JK1049                          STATION DESCRIPTION
 JK1049
 JK1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1049'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1049'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1049'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS
 JK1049'ABOUT 1.75 MILES SOUTH ALONG THE EAST LIMB OF THE HIGH SPEED TRACK
 JK1049'FROM A CONCRETE BRIDGE THAT SPANS THE EAST LIMB OF THE TRACK AND
 JK1049'MARK IS ABOUT 135 FEET EAST OF THE TRACK.
 JK1049'
 JK1049'A STANDARD TRAVERSE STATION DISK, CLAMPED TO THE TOP OF
 JK1049'A COPPER COVERED ROD WHICH IS DRIVEN INTO THE GROUND 21 FEET.  DISK
 JK1049'PROJECTS 6 INCHES, SURROUNDED BY A 4-INCH TILE AND CEMENT.
 JK1049'
 JK1049'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--PUEBLO, 21 MILES
 JK1049'NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0220 ***********************************************************************
 LK0220  DESIGNATION -  6
 LK0220  PID         -  LK0220
 LK0220  STATE/COUNTY-  CO/LOGAN
 LK0220  USGS QUAD   -  ATWOOD (1951)
 LK0220
 LK0220                         *CURRENT SURVEY CONTROL
 LK0220  ___________________________________________________________________
 LK0220* NAD 83(1986)-  40 35 07.     (N)    103 18 58.     (W)     SCALED    
 LK0220* NAVD 88     -      1246.436  (meters)    4089.35   (feet)  ADJUSTED  
 LK0220  ___________________________________________________________________
 LK0220  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 LK0220  DYNAMIC HT  -        1245.512 (meters)    4086.32  (feet)  COMP
 LK0220  MODELED GRAV-     979,840.5   (mgal)                       NAVD 88
 LK0220
 LK0220  VERT ORDER  -  SECOND    CLASS 0
 LK0220
 LK0220.The horizontal coordinates were scaled from a topographic map and have
 LK0220.an estimated accuracy of +/- 6 seconds.
 LK0220
 LK0220.The orthometric height was determined by differential leveling
 LK0220.and adjusted by the National Geodetic Survey in June 1991..
 LK0220
 LK0220.The geoid height was determined by GEOID03.
 LK0220
 LK0220.The dynamic height is computed by dividing the NAVD 88
 LK0220.geopotential number by the normal gravity value computed on the
 LK0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0220.degrees latitude (g = 980.6199 gals.).
 LK0220
 LK0220.The modeled gravity was interpolated from observed gravity values.
 LK0220
 LK0220;                    North         East    Units  Estimated Accuracy
 LK0220;SPC CO N     -   446,080.    1,099,270.      MT  (+/- 180 meters Scaled)
 LK0220
 LK0220                          SUPERSEDED SURVEY CONTROL
 LK0220
 LK0220  NGVD 29 (??/??/92) 1245.877  (m)         4087.51   (f) ADJ UNCH    2 0
 LK0220
 LK0220.Superseded values are not recommended for survey control.
 LK0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0220.See file dsdata.txt to determine how the superseded data were derived.
 LK0220
 LK0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE425940(NAD 83)
 LK0220_MARKER: DD = SURVEY DISK
 LK0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0220_STAMPING: STA NO 6 4087.540
 LK0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0220+STABILITY: SURFACE MOTION
 LK0220
 LK0220  HISTORY     - Date     Condition        Report By
 LK0220  HISTORY     - UNK      MONUMENTED       COGS
 LK0220  HISTORY     - 1934     GOOD             NGS
 LK0220  HISTORY     - 1941     GOOD             NGS
 LK0220
 LK0220                          STATION DESCRIPTION
 LK0220
 LK0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LK0220'6.6 MI W FROM STERLING.
 LK0220'6.6 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LK0220'FROM THE STATION AT STERLING, LOGAN COUNTY, 300 FEET WEST OF
 LK0220'MILEPOST 236, 49.1 FEET NORTHWEST OF A ROAD CROSSING, 47.8 FEET
 LK0220'NORTH OF THE NORTH RAIL, 4.5 FEET LOWER THAN THE TRACK.  A STATE
 LK0220'SURVEY STANDARD DISK, STAMPED STA NO 6 4087.540 AND SET IN THE TOP
 LK0220'OF A CONCRETE POST.
 LK0220
 LK0220                          STATION RECOVERY (1941)
 LK0220
 LK0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LK0220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1050 ***********************************************************************
 JK1050  DESIGNATION -  6
 JK1050  PID         -  JK1050
 JK1050  STATE/COUNTY-  CO/PUEBLO
 JK1050  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1050
 JK1050                         *CURRENT SURVEY CONTROL
 JK1050  ___________________________________________________________________
 JK1050* NAD 83(1992)-  38 24 25.80174(N)    104 17 30.35364(W)     ADJUSTED  
 JK1050* NAVD 88     -      1500.42   (+/-2cm)    4922.6    (feet)  VERTCON   
 JK1050  ___________________________________________________________________
 JK1050  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 JK1050  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 JK1050
 JK1050  HORZ ORDER  -  SECOND
 JK1050  VERT ORDER  -  THIRD ? (See Below)
 JK1050
 JK1050.The horizontal coordinates were established by classical geodetic methods
 JK1050.and adjusted by the National Geodetic Survey in January 1993..
 JK1050
 JK1050.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1050.The vertical order pertains to the NGVD 29 superseded value.
 JK1050
 JK1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1050
 JK1050.The geoid height was determined by GEOID03.
 JK1050
 JK1050;                    North         East     Units Scale Factor Converg.
 JK1050;SPC CO S     -   498,656.761 1,019,931.222   MT  0.99999533   +0 44 28.0
 JK1050;SPC CO S     - 1,636,009.72  3,346,224.35   sFT  0.99999533   +0 44 28.0
 JK1050;UTM  13      - 4,251,230.065   561,836.141   MT  0.99964709   +0 26 24.0
 JK1050
 JK1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1050!SPC CO S     -   0.99976777  x   0.99999533  =   0.99976310
 JK1050!UTM  13      -   0.99976777  x   0.99964709  =   0.99941494
 JK1050
 JK1050:                Primary Azimuth Mark                     Grid Az
 JK1050:SPC CO S     -  5                                        027 10 55.6
 JK1050:UTM  13      -  5                                        027 28 59.6
 JK1050
 JK1050|---------------------------------------------------------------------|
 JK1050| PID    Reference Object                     Distance      Geod. Az  |
 JK1050|                                                           dddmmss.s |
 JK1050| JK1040 5                                   APPROX. 1.6 KM 0275523.6 |
 JK1050| JK1047 5E                                  APPROX. 0.6 KM 0352221.2 |
 JK1050| JK1049 5G                                  155.404 METERS 03948     |
 JK1050| JK1052 6A                                  215.224 METERS 22033     |
 JK1050|---------------------------------------------------------------------|
 JK1050
 JK1050                          SUPERSEDED SURVEY CONTROL
 JK1050
 JK1050  NAD 83(1986)-  38 24 25.78987(N)    104 17 30.34897(W) AD(       ) 2
 JK1050  NAD 27      -  38 24 25.79667(N)    104 17 28.47125(W) AD(       ) 2
 JK1050  NGVD 29 (07/19/86) 1499.58   (m)         4919.9    (f) LEVELING    3  
 JK1050
 JK1050.Superseded values are not recommended for survey control.
 JK1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1050.See file dsdata.txt to determine how the superseded data were derived.
 JK1050
 JK1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6183651230(NAD 83)
 JK1050
 JK1050  HISTORY     - Date     Condition        Report By
 JK1050  HISTORY     - UNK      MONUMENTED
 JK1050  HISTORY     - 1975     GOOD             NGS
 JK1050
 JK1050                          STATION DESCRIPTION
 JK1050
 JK1050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1050'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1050'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1050'NORTHEAST OF PUEBLO AND 13 MILES NORTH OF BOONE.  MARK IS ABOUT
 JK1050'1.85 MILES SOUTH AND SOUTHWEST ALONG THE EAST LIMB OF THE HIGH
 JK1050'SPEED TRACK FROM A CONCRETE BRIDGE THAT SPANS THE EAST LIMB OF THE
 JK1050'TRACK AND ABOUT 135 FEET SOUTHEAST OF THE TRACK.
 JK1050'
 JK1050'A STANDARD TRAVERSE STATION MARK DISK, CLAMPED TO THE
 JK1050'TOP OF A COPPER COVERED ROD DRIVEN INTO THE GROUND 31 FEET.  DISK
 JK1050'PROJECTS 6 INCHES, SURROUNDED BY A 4-INCH TILE AND CEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1796 ***********************************************************************
 KK1796  DESIGNATION -  6
 KK1796  PID         -  KK1796
 KK1796  STATE/COUNTY-  CO/JEFFERSON
 KK1796  USGS QUAD   -  LOUISVILLE (1994)
 KK1796
 KK1796                         *CURRENT SURVEY CONTROL
 KK1796  ___________________________________________________________________
 KK1796* NAD 83(1992)-  39 53 21.44071(N)    105 08 51.08928(W)     ADJUSTED  
 KK1796* NAVD 88     -      1730.9    (meters)    5679.     (feet)  VERTCON   
 KK1796  ___________________________________________________________________
 KK1796  LAPLACE CORR-         -14.29  (seconds)                    DEFLEC99
 KK1796  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 KK1796
 KK1796  HORZ ORDER  -  SECOND
 KK1796
 KK1796.The horizontal coordinates were established by classical geodetic methods
 KK1796.and adjusted by the National Geodetic Survey in January 1993..
 KK1796
 KK1796.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1796
 KK1796.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1796
 KK1796.The geoid height was determined by GEOID03.
 KK1796
 KK1796;                    North         East     Units Scale Factor Converg.
 KK1796;SPC CO C     -   533,096.143   944,550.444   MT  1.00003053   +0 13 20.3
 KK1796;SPC CO C     - 1,748,999.60  3,098,912.58   sFT  1.00003053   +0 13 20.3
 KK1796;UTM  13      - 4,415,479.921   487,387.012   MT  0.99960196   -0 05 40.6
 KK1796
 KK1796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1796!SPC CO C     -   0.99973110  x   1.00003053  =   0.99976162
 KK1796!UTM  13      -   0.99973110  x   0.99960196  =   0.99933317
 KK1796
 KK1796|---------------------------------------------------------------------|
 KK1796| PID    Reference Object                     Distance      Geod. Az  |
 KK1796|                                                           dddmmss.s |
 KK1796| CP7147 6 RM 1                                9.545 METERS 17848     |
 KK1796| CP7148 6 RM 2                               16.952 METERS 27121     |
 KK1796| CP7146 6 AZ MK                                            3545436.0 |
 KK1796|---------------------------------------------------------------------|
 KK1796
 KK1796                          SUPERSEDED SURVEY CONTROL
 KK1796
 KK1796  NAD 83(1986)-  39 53 21.43658(N)    105 08 51.08636(W) AD(       ) 2
 KK1796  NAD 27      -  39 53 21.48770(N)    105 08 49.13830(W) AD(       ) 2
 KK1796  NGVD 29 (07/19/86) 1729.9    (m)         5676.     (f) VERT ANG       
 KK1796
 KK1796.Superseded values are not recommended for survey control.
 KK1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1796.See file dsdata.txt to determine how the superseded data were derived.
 KK1796
 KK1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE8738715480(NAD 83)
 KK1796_MARKER: DD = SURVEY DISK
 KK1796_SETTING: 0 = UNSPECIFIED SETTING
 KK1796
 KK1796  HISTORY     - Date     Condition        Report By
 KK1796  HISTORY     - 1977     MONUMENTED       CO-059
 KK1796
 KK1796                          STATION DESCRIPTION
 KK1796
 KK1796'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1796'THE STATION IS LOCATED 1.8 MILES SOUTH OF THE JEFFERSON-BOULDER
 KK1796'COUNTY LINE, 5 MILES WEST OF WESTMINSTER, AND 0.2 MILE NORTH
 KK1796'OF THE SOUTHWEST CORNER OF SECTION 8, T 2 S, R 69 W.
 KK1796'
 KK1796'TO REACH THE STATION FROM THE WESTMINSTER CITY HALL JUST
 KK1796'SOUTHWEST OF THE JUNCTION OF FEDERAL BOULEVARD AND US HIGHWAY
 KK1796'36, GO WEST ON 72ND AVENUE 3.5 MILES TO WADSWORTH BOULEVARD.
 KK1796'TURN RIGHT, GO NORTH 3.6 MILES TO 100TH AVENUE.  TURN LEFT, GO
 KK1796'WEST 2.5 MILES TO SIMMS STREET. TURN RIGHT AND GO NORTH 0.5
 KK1796'MILE TO THE ENTRANCE OF WALNUT CREEK SUBDIVISION.  TURN LEFT,
 KK1796'GO WEST 0.5 MILE TO A SMALL CONCRETE BRIDGE.  CONTINUE WEST
 KK1796'ANOTHER 0.5 MILE PAST A GRAVEL PIT TO A NORTH-SOUTH SECTION
 KK1796'FENCE.  FOLLOW FENCE 0.1 MILE SOUTH TO A POINT WHERE IT
 KK1796'JOGS TO THE EAST.  FOLLOW FENCE EAST 57 FEET TO THE STATION.
 KK1796'
 KK1796'TO REACH AZIMUTH MARK, GO NORTH ALONG FENCE FOR 500
 KK1796'FEET TO THE MARK AS DESCRIBED.
 KK1796'
 KK1796'THE STATION MARK, STAMPED---6 JCMD 1977---, IS A 3-INCH BRONZE
 KK1796'DISK SET IN CONCRETE ONE FOOT NORTH OF AN EAST-WEST FENCE AT
 KK1796'A T-FENCE SOUTH AND 57 FEET EAST OF A FENCE CORNER TO THE WEST.
 KK1796'
 KK1796'REFERENCE MARK 1, STAMPED---6 JCMD RM 1 1977---, IS A 3-INCH
 KK1796'BRONZE DISK SET IN CONCRETE UNDER THE TRUE SECTION FENCE AND
 KK1796'30 FEET SOUTH OF THE T-FENCE SOUTH THAT IS 1 FOOT SOUTH OF THE
 KK1796'STATION.
 KK1796'
 KK1796'REFERENCE MARK 2, STAMPED---6 JCMD RM 2 1977---, IS A 3-INCH
 KK1796'BRONZE DISK SET IN CONCRETE 1.5 FEET NORTHEAST OF THE FENCE
 KK1796'CORNER TO THE WEST OF THE STATION AND 56 FEET WEST OF THE
 KK1796'T-FENCE SOUTH.
 KK1796'
 KK1796'THE AZIMUTH MARK, STAMPED---6 JCMD AZM 1977---, IS A 3-INCH
 KK1796'BRONZE DISK SET IN CONCRETE 1 FOOT EAST OF THE NORTH-SOUTH
 KK1796'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0669 ***********************************************************************
 KK0669  DESIGNATION -  6 A
 KK0669  PID         -  KK0669
 KK0669  STATE/COUNTY-  CO/DENVER
 KK0669  USGS QUAD   -  ARVADA (1994)
 KK0669
 KK0669                         *CURRENT SURVEY CONTROL
 KK0669  ___________________________________________________________________
 KK0669* NAD 83(1986)-  39 45 44.     (N)    105 02 05.     (W)     SCALED    
 KK0669* NAVD 88     -      1643.026  (meters)    5390.49   (feet)  POSTED    
 KK0669  ___________________________________________________________________
 KK0669  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 KK0669  DYNAMIC HT  -        1641.440 (meters)    5385.29  (feet)  COMP
 KK0669  MODELED GRAV-     979,606.4   (mgal)                       NAVD 88
 KK0669
 KK0669  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0669
 KK0669.The horizontal coordinates were scaled from a topographic map and have
 KK0669.an estimated accuracy of +/- 6 seconds.
 KK0669
 KK0669.The orthometric height was determined by differential leveling
 KK0669.and adjusted by the National Geodetic Survey in 1992..
 KK0669.No vertical observational check was made to the station.
 KK0669.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0669.was located on a no-check spur therefore a value was not computed.
 KK0669
 KK0669.The geoid height was determined by GEOID03.
 KK0669
 KK0669.The dynamic height is computed by dividing the NAVD 88
 KK0669.geopotential number by the normal gravity value computed on the
 KK0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0669.degrees latitude (g = 980.6199 gals.).
 KK0669
 KK0669.The modeled gravity was interpolated from observed gravity values.
 KK0669
 KK0669;                    North         East    Units  Estimated Accuracy
 KK0669;SPC CO C     -   519,030.      954,270.      MT  (+/- 180 meters Scaled)
 KK0669
 KK0669                          SUPERSEDED SURVEY CONTROL
 KK0669
 KK0669  NGVD 29 (??/??/92) 1642.095  (m)         5387.44   (f) ADJ UNCH    1 2
 KK0669
 KK0669.Superseded values are not recommended for survey control.
 KK0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0669.See file dsdata.txt to determine how the superseded data were derived.
 KK0669
 KK0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE970013(NAD 83)
 KK0669_MARKER: R = RIVET
 KK0669_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0669_SP_SET: CURB
 KK0669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0669
 KK0669  HISTORY     - Date     Condition        Report By
 KK0669  HISTORY     - UNK      MONUMENTED       CGS
 KK0669  HISTORY     - 1939     GOOD             NGS
 KK0669
 KK0669                          STATION DESCRIPTION
 KK0669
 KK0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0669'AT DENVER.
 KK0669'AT DENVER, DENVER COUNTY, AT THE INTERSECTION OF WEST
 KK0669'THIRTY-SECOND AVENUE AND LOWELL BOULEVARD, AT A FIRE HYDRANT,
 KK0669'AND IN THE TOP OF THE NORTH CURB OF WEST THIRTY-SECOND AVENUE.
 KK0669'A METAL RIVET.
 KK0669'NOTE-- PREVIOUSLY DESIGNATED AS BM 6 A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0667 ***********************************************************************
 HL0667  CBN         -  This is a Cooperative Base Network Control Station.
 HL0667  DESIGNATION -  6 AV
 HL0667  PID         -  HL0667
 HL0667  STATE/COUNTY-  CO/ARCHULETA
 HL0667  USGS QUAD   -  CHROMO (1984)
 HL0667
 HL0667                         *CURRENT SURVEY CONTROL
 HL0667  ___________________________________________________________________
 HL0667* NAD 83(1992)-  37 02 05.73050(N)    106 48 22.61971(W)     ADJUSTED  
 HL0667* NAVD 88     -      2260.6    (meters)    7417.     (feet)  GPS OBS   
 HL0667  ___________________________________________________________________
 HL0667  X           -  -1,474,438.677 (meters)                     COMP
 HL0667  Y           -  -4,881,641.691 (meters)                     COMP
 HL0667  Z           -   3,821,839.131 (meters)                     COMP
 HL0667  LAPLACE CORR-           9.26  (seconds)                    DEFLEC99
 HL0667  ELLIP HEIGHT-        2243.45  (meters)          (10/21/02) GPS OBS
 HL0667  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 HL0667
 HL0667  HORZ ORDER  -  B
 HL0667  ELLP ORDER  -  FOURTH    CLASS II
 HL0667
 HL0667.The horizontal coordinates were established by GPS observations
 HL0667.and adjusted by the National Geodetic Survey in May 1992..
 HL0667
 HL0667.The orthometric height was determined by GPS observations and a
 HL0667.high-resolution geoid model.
 HL0667
 HL0667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HL0667
 HL0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0667
 HL0667.The ellipsoidal height was determined by GPS observations
 HL0667.and is referenced to NAD 83.
 HL0667
 HL0667.The geoid height was determined by GEOID03.
 HL0667
 HL0667;                    North         East     Units Scale Factor Converg.
 HL0667;SPC CO S     -   346,484.505   798,179.490   MT  1.00004193   -0 48 04.5
 HL0667;SPC CO S     - 1,136,757.91  2,618,693.88   sFT  1.00004193   -0 48 04.5
 HL0667;UTM  13      - 4,100,272.234   339,350.183   MT  0.99991794   -1 05 17.4
 HL0667
 HL0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0667!SPC CO S     -   0.99964806  x   1.00004193  =   0.99968997
 HL0667!UTM  13      -   0.99964806  x   0.99991794  =   0.99956603
 HL0667
 HL0667                          SUPERSEDED SURVEY CONTROL
 HL0667
 HL0667  NAD 83(1986)-  37 02 05.73188(N)    106 48 22.62493(W) AD(       ) 3
 HL0667  ELLIP H (05/26/92) 2243.45   (m)                       GP(       ) 4 1
 HL0667  NGVD 29 (06/11/92) 2259.2    (m)         7412.     (f) GPS OBS        
 HL0667
 HL0667.Superseded values are not recommended for survey control.
 HL0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0667.See file dsdata.txt to determine how the superseded data were derived.
 HL0667
 HL0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB3935000272(NAD 83)
 HL0667_MARKER: DB = BENCH MARK DISK
 HL0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0667_SP_SET: CONCRETE POST
 HL0667_STAMPING: 6 AV 1953 7412
 HL0667_MARK LOGO: USGS  
 HL0667_MAGNETIC: P = MARKER IS A STEEL PIPE
 HL0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0667+STABILITY: SURFACE MOTION
 HL0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HL0667+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2004
 HL0667
 HL0667  HISTORY     - Date     Condition        Report By
 HL0667  HISTORY     - UNK      MONUMENTED
 HL0667  HISTORY     - 19910605 GOOD             NGS
 HL0667  HISTORY     - 19930708 GOOD             NGS
 HL0667  HISTORY     - 19970612 GOOD             CODOT
 HL0667  HISTORY     - 20040929 GOOD             NMHD
 HL0667
 HL0667                          STATION DESCRIPTION
 HL0667
 HL0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 HL0667'STATION IS LOCATED ABOUT 33 KM (20.5 MI) SOUTHEAST OF PAGOSA SPRINGS,
 HL0667'5 KM (3.1 MI) NORTH OF THE COLORADO-NEW MEXICO STATE LINE, 3 KM
 HL0667'(1.9 MI) EAST OF CHROMO, ALONG A GRAVEL ROAD, AT MILE 1.75, ON THE
 HL0667'RIGHT-OF-WAY, AT A ROAD LEADING NORTH TO A TWO-STORY WHITE HOUSE, IN
 HL0667'THE SOUTHEAST 1/4 OF SECTION 2, T 32 N, R 1 E.  OWNERSHIP--COUNTY
 HL0667'ROAD DEPARTMENT.
 HL0667'TO REACH FROM THE US HIGHWAY 84 BRIDGE OVER THE NAVAJO RIVER AT
 HL0667'CHROMO, GO SOUTHEAST ON HIGHWAY FOR 0.1 MI (0.2 KM) TO A PAVED ROAD
 HL0667'LEFT.  BEAR LEFT, EAST, ON COUNTY ROAD 382 FOR 0.8 MI (1.3 KM) TO END
 HL0667'OF PAVEMENT.  CONTINUE AHEAD ON GRAVEL ROAD FOR 1.05 MI (1.69 KM) TO
 HL0667'A ROAD LEFT AND STATION ON THE RIGHT.
 HL0667'STATION MARK IS SET IN THE TOP OF A 15-CM SQUARE CONCRETE POST
 HL0667'PROJECTING 20-CM ABOVE GROUND.  IT IS ALONG A SMALL FIELD, 9.6 M
 HL0667'(31.5 FT) SOUTH OF, AND SLIGHTLY HIGHER THAN THE ROAD CENTER, 0.3 M
 HL0667'(1.0 FT) NORTH OF A FIBERGLASS WITNESS POST IN FENCELINE, 10.3 M
 HL0667'(33.8 FT) WEST OF THE WEST GATEPOST TO A FIELD ENTRANCE, 16 M
 HL0667'(52.5 FT) WEST OF THE EXTENDED CENTER OF ROAD LEADING NORTH AND 19.7
 HL0667'M (64.6 FT) WEST OF TELEPHONE PEDESTAL D 93.
 HL0667'DESCRIBED BY G.R.HEID
 HL0667
 HL0667                          STATION RECOVERY (1993)
 HL0667
 HL0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RSC)
 HL0667'RECOVERED AS DESCRIBED.
 HL0667
 HL0667                          STATION RECOVERY (1997)
 HL0667
 HL0667'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 HL0667'RECOVERED AS DESCRIBED.
 HL0667
 HL0667                          STATION RECOVERY (2004)
 HL0667
 HL0667'RECOVERY NOTE BY NM HIGHWAY DEPT 2004 (WAB)
 HL0667'DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0455 ***********************************************************************
 HJ0455  DESIGNATION -  6 CFD
 HJ0455  PID         -  HJ0455
 HJ0455  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0455  USGS QUAD   -  DOSS CANYON SOUTH (1984)
 HJ0455
 HJ0455                         *CURRENT SURVEY CONTROL
 HJ0455  ___________________________________________________________________
 HJ0455* NAD 83(1986)-  37 17 33.     (N)    103 52 24.     (W)     SCALED    
 HJ0455* NAVD 88     -      1640.059  (meters)    5380.76   (feet)  ADJUSTED  
 HJ0455  ___________________________________________________________________
 HJ0455  GEOID HEIGHT-         -20.01  (meters)                     GEOID03
 HJ0455  DYNAMIC HT  -        1638.196 (meters)    5374.65  (feet)  COMP
 HJ0455  MODELED GRAV-     979,436.9   (mgal)                       NAVD 88
 HJ0455
 HJ0455  VERT ORDER  -  THIRD
 HJ0455
 HJ0455.The horizontal coordinates were scaled from a topographic map and have
 HJ0455.an estimated accuracy of +/- 6 seconds.
 HJ0455
 HJ0455.The orthometric height was determined by differential leveling
 HJ0455.and adjusted by the National Geodetic Survey in August 1995..
 HJ0455
 HJ0455.The geoid height was determined by GEOID03.
 HJ0455
 HJ0455.The dynamic height is computed by dividing the NAVD 88
 HJ0455.geopotential number by the normal gravity value computed on the
 HJ0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0455.degrees latitude (g = 980.6199 gals.).
 HJ0455
 HJ0455.The modeled gravity was interpolated from observed gravity values.
 HJ0455
 HJ0455;                    North         East    Units  Estimated Accuracy
 HJ0455;SPC CO S     -   375,510.    1,058,630.      MT  (+/- 180 meters Scaled)
 HJ0455
 HJ0455                          SUPERSEDED SURVEY CONTROL
 HJ0455
 HJ0455.No superseded survey control is available for this station.
 HJ0455
 HJ0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB998279(NAD 83)
 HJ0455_MARKER: DB = BENCH MARK DISK
 HJ0455_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HJ0455+WITH SETTING: INFORMATION.
 HJ0455_SP_SET: METAL ROD DRIVEN INTO GROUND
 HJ0455_STAMPING: 6 CFD 1970
 HJ0455_MARK LOGO: USGS  
 HJ0455_MAGNETIC: I = MARKER IS A STEEL ROD
 HJ0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HJ0455
 HJ0455  HISTORY     - Date     Condition        Report By
 HJ0455  HISTORY     - 1970     MONUMENTED       USGS
 HJ0455
 HJ0455                          STATION DESCRIPTION
 HJ0455
 HJ0455'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HJ0455'FROM THE JUNCTION OF COLORADO STATE HIGHWAY 389 AND U.S. HIGHWAY
 HJ0455'160, PROCEED 1.8 MILE (2.9 KM) EAST ALONG U.S. HIGHWAY 160 TO A
 HJ0455'CROSSROAD INTERSECTION, THENCE PROCEED 9.2 MILES (14.8 KM) NORTHWEST
 HJ0455'ALONG A COUNTY ROAD KNOWN AS PIPELINE ROAD, 95 FEET (29.0 M)
 HJ0455'SOUTHWEST OF THE ROAD, 1 FOOT (0.3 M) NORTH OF A FENCE, AND SET ON A
 HJ0455'COPPER-COATED ROD DRIVEN 5 FEET (1.5 M) INTO THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9865 ***********************************************************************
 AG9865  DESIGNATION -  6 CFD
 AG9865  PID         -  AG9865
 AG9865  STATE/COUNTY-  CO/MORGAN
 AG9865  USGS QUAD   -  VALLERY SE (1984)
 AG9865
 AG9865                         *CURRENT SURVEY CONTROL
 AG9865  ___________________________________________________________________
 AG9865* NAD 83(1992)-  40 06 58.19619(N)    103 48 39.68489(W)     ADJUSTED  
 AG9865* NAVD 88     -      1348.8    (meters)    4425.     (feet)  GPS OBS   
 AG9865  ___________________________________________________________________
 AG9865  X           -  -1,166,249.655 (meters)                     COMP
 AG9865  Y           -  -4,744,177.549 (meters)                     COMP
 AG9865  Z           -   4,088,714.500 (meters)                     COMP
 AG9865  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 AG9865  ELLIP HEIGHT-        1329.25  (meters)          (12/03/02) GPS OBS
 AG9865  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 AG9865
 AG9865  HORZ ORDER  -  FIRST
 AG9865  ELLP ORDER  -  FOURTH    CLASS II
 AG9865
 AG9865.The horizontal coordinates were established by GPS observations
 AG9865.and adjusted by the National Geodetic Survey in August 1998..
 AG9865
 AG9865.The orthometric height was determined by GPS observations and a
 AG9865.high-resolution geoid model.
 AG9865
 AG9865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9865
 AG9865.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9865
 AG9865.The ellipsoidal height was determined by GPS observations
 AG9865.and is referenced to NAD 83.
 AG9865
 AG9865.The geoid height was determined by GEOID03.
 AG9865
 AG9865;                    North         East     Units Scale Factor Converg.
 AG9865;SPC CO N     -   393,089.644 1,058,370.817   MT  0.99995959   +1 05 28.7
 AG9865;SPC CO N     - 1,289,661.61  3,472,338.26   sFT  0.99995959   +1 05 28.7
 AG9865;UTM  13      - 4,441,328.023   601,319.729   MT  0.99972637   +0 45 58.2
 AG9865
 AG9865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9865!SPC CO N     -   0.99979152  x   0.99995959  =   0.99975111
 AG9865!UTM  13      -   0.99979152  x   0.99972637  =   0.99951794
 AG9865
 AG9865                          SUPERSEDED SURVEY CONTROL
 AG9865
 AG9865  ELLIP H (08/11/98) 1329.27   (m)                       GP(       ) 4 1
 AG9865
 AG9865.Superseded values are not recommended for survey control.
 AG9865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9865.See file dsdata.txt to determine how the superseded data were derived.
 AG9865
 AG9865_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE0132041328(NAD 83)
 AG9865_MARKER: DB = BENCH MARK DISK
 AG9865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9865_STAMPING: 6 CFD 1963
 AG9865_MARK LOGO: USGS  
 AG9865_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AG9865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9865+STABILITY: SURFACE MOTION
 AG9865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9865+SATELLITE: SATELLITE OBSERVATIONS - 1963
 AG9865
 AG9865  HISTORY     - Date     Condition        Report By
 AG9865  HISTORY     - 1963     MONUMENTED       USGS
 AG9865
 AG9865                          STATION DESCRIPTION
 AG9865
 AG9865'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (CFD)
 AG9865'THE STATION IS LOCATED ABOUT 14 MI (22.5 KM) SOUTHWEST OF BRUSH, 9.5
 AG9865'MI (15.3 KM) SOUTH OF FORT MORGAN AND 1 MI (1.6 KM) WEST OF NINEMILE
 AG9865'CORNER, IN THE NORTHWEST 1/4 OF SECTION 30, T 2 N, R 57 W.
 AG9865'OWNERSHIP--MORGAN COUNTY ROAD RIGHT-OF-WAY  TO REACH THE STATION FROM
 AG9865'THE INTERSECTION OF MORGAN COUNTY ROAD I AND MORGAN COUNTY ROAD 19, AT
 AG9865'NINEMILE CORNER, 9.5 MI (15.3 KM) SOUTH OF FORT MORGAN, GO WEST ON
 AG9865'COUNTY ROAD I FOR 1.0 MI (1.6 KM) TO THE STATION ON THE LEFT, JUST
 AG9865'BEFORE CROSSING UNDER POWER LINE GUY WIRES  THE MARK IS AN ALUMINUM
 AG9865'DISK SET INTO THE TOP OF A 15 CM SQUARE CONCRETE POST, FLUSH WITH THE
 AG9865'GROUND.  IT HAS A MAGNET NEXT TO THE MARK.  IT IS 15.3 M (50.2 FT)
 AG9865'EAST FROM A TRACK ROAD HEADING SOUTH, 11.6 M (38.1 FT) SOUTH FROM THE
 AG9865'CENTER OF COUNTY ROAD I, 5.1 M (16.7 FT) EAST FROM A POWER POLE NUMBER
 AG9865'16567, 0.3 M (1.0 FT) NORTH FROM THE SOUTHERN RIGHT-OF-WAY FENCE AND
 AG9865'0.25 M (0.82 FT) WEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0404 ***********************************************************************
 KJ0404  DESIGNATION -  6 DHW ET
 KJ0404  PID         -  KJ0404
 KJ0404  STATE/COUNTY-  CO/YUMA
 KJ0404  USGS QUAD   -  VERNON (1963)
 KJ0404
 KJ0404                         *CURRENT SURVEY CONTROL
 KJ0404  ___________________________________________________________________
 KJ0404* NAD 83(1992)-  39 55 59.94497(N)    102 22 22.27503(W)     ADJUSTED  
 KJ0404* NAVD 88     -      1197.05   (+/-2cm)    3927.3    (feet)  VERTCON   
 KJ0404  ___________________________________________________________________
 KJ0404  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 KJ0404  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 KJ0404
 KJ0404  HORZ ORDER  -  SECOND
 KJ0404  VERT ORDER  -  THIRD ? (See Below)
 KJ0404
 KJ0404.The horizontal coordinates were established by classical geodetic methods
 KJ0404.and adjusted by the National Geodetic Survey in January 1993..
 KJ0404
 KJ0404.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0404.The vertical order pertains to the NGVD 29 superseded value.
 KJ0404
 KJ0404.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0404
 KJ0404.The geoid height was determined by GEOID03.
 KJ0404
 KJ0404;                    North         East     Units Scale Factor Converg.
 KJ0404;SPC CO N     -   376,129.301 1,181,637.588   MT  0.99997210   +2 01 14.0
 KJ0404;SPC CO N     - 1,234,017.55  3,876,755.99   sFT  0.99997210   +2 01 14.0
 KJ0404;UTM  13      - 4,423,661.045   724,484.360   MT  1.00022042   +1 41 13.4
 KJ0404
 KJ0404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0404!SPC CO N     -   0.99981569  x   0.99997210  =   0.99978780
 KJ0404!UTM  13      -   0.99981569  x   1.00022042  =   1.00003607
 KJ0404
 KJ0404|---------------------------------------------------------------------|
 KJ0404| PID    Reference Object                     Distance      Geod. Az  |
 KJ0404|                                                           dddmmss.s |
 KJ0404| CP7144 6 DHW ET RM 1                                      08646     |
 KJ0404| CP7145 6 DHW ET RM 2                                      17835     |
 KJ0404| LK0536 TONER                               APPROX.11.1 KM 3405801.8 |
 KJ0404|---------------------------------------------------------------------|
 KJ0404
 KJ0404                          SUPERSEDED SURVEY CONTROL
 KJ0404
 KJ0404  NAD 83(1986)-  39 55 59.94213(N)    102 22 22.27265(W) AD(       ) 2
 KJ0404  NAD 27      -  39 55 59.97855(N)    102 22 20.55761(W) AD(       ) 2
 KJ0404  NGVD 29 (07/19/86) 1196.54   (m)         3925.6    (f) LEVELING    3  
 KJ0404
 KJ0404.Superseded values are not recommended for survey control.
 KJ0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0404.See file dsdata.txt to determine how the superseded data were derived.
 KJ0404
 KJ0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGE2448423661(NAD 83)
 KJ0404_MARKER: DD = SURVEY DISK
 KJ0404_SETTING: 0 = UNSPECIFIED SETTING
 KJ0404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KJ0404
 KJ0404  HISTORY     - Date     Condition        Report By
 KJ0404  HISTORY     - 1963     MONUMENTED       USGS
 KJ0404  HISTORY     - 1968     GOOD             USGS
 KJ0404
 KJ0404                          STATION DESCRIPTION
 KJ0404
 KJ0404'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 KJ0404'STATION LOCATED ABOUT 3 MI. W. AND 1 MI. S. OF VERNON, YUMA COUNTY,
 KJ0404'COLORADO.  ON TOP OF HIGHEST HILL IN THE VICINITY, 198 FT. E. OF
 KJ0404'CENTERLINE N-S. RD., 29 FT. N. OF CENTERLINE LANE.
 KJ0404'
 KJ0404'TO REACH FROM VERNON, GO W. 3.0 MI. TO CROSSROADS, TURN LEFT, S., 1.0
 KJ0404'MI. TO LANE E., TURN LEFT ABOUT 200 FT. AND STATION ON LEFT AS
 KJ0404'DESCRIBED.
 KJ0404'
 KJ0404'STATION MARK--STANDARD USGS TABLET SET IN CONCRETE POST PROJECTING
 KJ0404'ABOUT 0.2 FT., STAMPED---6 DHW-ET 1963---.
 KJ0404
 KJ0404                          STATION RECOVERY (1968)
 KJ0404
 KJ0404'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KJ0404'THE STATION IS LOCATED SOUTH 38 DEG WEST ABOUT 12.8 MILES AIRLINE
 KJ0404'FROM WRAY, COLORADO, 24 FEET NORTH AND 198 FEET EAST OF SOUTHWEST
 KJ0404'CORNER OF SECTION 25, T.1S., R.45W.
 KJ0404'
 KJ0404'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 34 AND 385 IN WRAY, GO
 KJ0404'9.65 MILES SOUTH ON U.S. HIGHWAY 385 TO YUMA COUNTY ROAD 68, TURN
 KJ0404'RIGHT AND GO 7.0 MILES WEST ON YUMA COUNTY ROAD 68 TO GRADED
 KJ0404'X-RDS., TURN LEFT AND GO 1.0 MILE SOUTH ON GRADED ROAD TO X-RDS.,
 KJ0404'TURN LEFT AND GO 200 FEET EAST TO THE STATION SITE ON THE LEFT.
 KJ0404'THE STATION IS 24 FEET NORTH OF THE ROAD, 2 FEET SOUTH OF THE
 KJ0404'NORTH RIGHT-OF-WAY FENCE, AND 10 FEET EAST OF A USGS WITNESS SIGN
 KJ0404'MOUNTED ON A WOODEN FENCE POST.
 KJ0404'
 KJ0404'STATION MARK--A USGS ALUMINUM TABLET SET IN A CONCRETE POST FLUSH
 KJ0404'WITH THE GROUND.  THE TABLET IS STAMPED 6 DHW ET 1963, 1968.
 KJ0404'
 KJ0404'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 KJ0404'TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN AN
 KJ0404'ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH
 KJ0404'GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED 6 DHW
 KJ0404'ET 1963 - 1 1968.
 KJ0404'
 KJ0404'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 KJ0404'TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN AN
 KJ0404'ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH
 KJ0404'GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED 6
 KJ0404'DHW ET 1963 - 2 1968.
 KJ0404'
 KJ0404'STATION TONER 1935 IS VISIBLE FROM THE GROUND AND WILL SERVE AS THE
 KJ0404'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0435 ***********************************************************************
 KK0435  DESIGNATION -  6 E
 KK0435  PID         -  KK0435
 KK0435  STATE/COUNTY-  CO/DENVER
 KK0435  USGS QUAD   -  ENGLEWOOD (1997)
 KK0435
 KK0435                         *CURRENT SURVEY CONTROL
 KK0435  ___________________________________________________________________
 KK0435* NAD 83(1986)-  39 42 58.     (N)    104 56 09.     (W)     SCALED    
 KK0435* NAVD 88     -      1649.212  (meters)    5410.79   (feet)  POSTED    
 KK0435  ___________________________________________________________________
 KK0435  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 KK0435  DYNAMIC HT  -        1647.620 (meters)    5405.57  (feet)  COMP
 KK0435  MODELED GRAV-     979,604.1   (mgal)                       NAVD 88
 KK0435
 KK0435  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0435
 KK0435.The horizontal coordinates were scaled from a topographic map and have
 KK0435.an estimated accuracy of +/- 6 seconds.
 KK0435
 KK0435.The orthometric height was determined by differential leveling
 KK0435.and adjusted by the National Geodetic Survey in 1992..
 KK0435.No vertical observational check was made to the station.
 KK0435.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0435.was located on a no-check spur therefore a value was not computed.
 KK0435
 KK0435.The geoid height was determined by GEOID03.
 KK0435
 KK0435.The dynamic height is computed by dividing the NAVD 88
 KK0435.geopotential number by the normal gravity value computed on the
 KK0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0435.degrees latitude (g = 980.6199 gals.).
 KK0435
 KK0435.The modeled gravity was interpolated from observed gravity values.
 KK0435
 KK0435;                    North         East    Units  Estimated Accuracy
 KK0435;SPC CO C     -   513,960.      962,780.      MT  (+/- 180 meters Scaled)
 KK0435
 KK0435                          SUPERSEDED SURVEY CONTROL
 KK0435
 KK0435  NGVD 29 (??/??/92) 1648.290  (m)         5407.76   (f) ADJ UNCH    1 2
 KK0435
 KK0435.Superseded values are not recommended for survey control.
 KK0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0435.See file dsdata.txt to determine how the superseded data were derived.
 KK0435
 KK0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED055962(NAD 83)
 KK0435_MARKER: R = RIVET
 KK0435_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0435_SP_SET: STEPS
 KK0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0435
 KK0435  HISTORY     - Date     Condition        Report By
 KK0435  HISTORY     - UNK      MONUMENTED       CGS
 KK0435  HISTORY     - 1939     GOOD             NGS
 KK0435
 KK0435                          STATION DESCRIPTION
 KK0435
 KK0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0435'AT DENVER.
 KK0435'AT DENVER, DENVER COUNTY, AT THE INTERSECTION OF ELLSWORTH AVENUE
 KK0435'AND BIRCH STREET, ABOUT 210 FEET NORTH OF ELLSWORTH AVENUE,
 KK0435'98 FEET EAST OF BIRCH STREET, AT THE SOUTHWEST ENTRANCE TO GRALAND
 KK0435'COUNTRY DAY SCHOOL, AT THE NORTH END OF THE SOUTH ELL, AND IN THE
 KK0435'TOP OF THE SECOND CONCRETE STEP.  A METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0392 ***********************************************************************
 KM0392  DESIGNATION -  6 FMK
 KM0392  PID         -  KM0392
 KM0392  STATE/COUNTY-  CO/MESA
 KM0392  USGS QUAD   -  BITTER CREEK WELL (1970)
 KM0392
 KM0392                         *CURRENT SURVEY CONTROL
 KM0392  ___________________________________________________________________
 KM0392* NAD 83(1986)-  39 14 27.     (N)    109 00 14.     (W)     SCALED    
 KM0392* NAVD 88     -      1478.686  (meters)    4851.32   (feet)  POSTED    
 KM0392  ___________________________________________________________________
 KM0392  GEOID HEIGHT-         -17.67  (meters)                     GEOID03
 KM0392  DYNAMIC HT  -        1477.260 (meters)    4846.64  (feet)  COMP
 KM0392  MODELED GRAV-     979,612.7   (mgal)                       NAVD 88
 KM0392
 KM0392  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KM0392
 KM0392.The horizontal coordinates were scaled from a topographic map and have
 KM0392.an estimated accuracy of +/- 6 seconds.
 KM0392
 KM0392.The orthometric height was determined by differential leveling
 KM0392.and adjusted by the National Geodetic Survey in 1992..
 KM0392.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KM0392.rate of 0.0 thru 1.0 mm/km.
 KM0392
 KM0392.The geoid height was determined by GEOID03.
 KM0392
 KM0392.The dynamic height is computed by dividing the NAVD 88
 KM0392.geopotential number by the normal gravity value computed on the
 KM0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0392.degrees latitude (g = 980.6199 gals.).
 KM0392
 KM0392.The modeled gravity was interpolated from observed gravity values.
 KM0392
 KM0392;                    North         East    Units  Estimated Accuracy
 KM0392;SPC CO C     -   466,880.      612,000.      MT  (+/- 180 meters Scaled)
 KM0392
 KM0392                          SUPERSEDED SURVEY CONTROL
 KM0392
 KM0392  NGVD 29 (??/??/92) 1477.593  (m)         4847.74   (f) ADJ UNCH    2 0
 KM0392
 KM0392.Superseded values are not recommended for survey control.
 KM0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0392.See file dsdata.txt to determine how the superseded data were derived.
 KM0392
 KM0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ722454(NAD 83)
 KM0392_MARKER: DB = BENCH MARK DISK
 KM0392_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KM0392_SP_SET: COPPER-CLAD STEEL ROD
 KM0392_STAMPING: 6 FMK 1969 4848
 KM0392_MARK LOGO: USGS  
 KM0392_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0392+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005
 KM0392
 KM0392  HISTORY     - Date     Condition        Report By
 KM0392  HISTORY     - 1969     MONUMENTED       USGS
 KM0392  HISTORY     - 20050322 GOOD             GEOCAC
 KM0392
 KM0392                          STATION DESCRIPTION
 KM0392
 KM0392'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0392'FROM MACK, COLORADO, PROCEED 8.5 MILES NORTHWEST ALONG U. S.
 KM0392'HIGHWAYS 6 AND 50, 3.6 MILES NORTHEAST OF COLORADO-UTAH STATE LINE,
 KM0392'450 FEET NORTHEAST OF STATE-LINE SERVICE AND STORE, 64 FEET EAST OF A
 KM0392'Y-ROAD NORTHEAST, 51 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 11
 KM0392'FEET WEST OF TELEPHONE POLE NUMBER 12400, 1 FOOT SOUTH OF A FENCE,
 KM0392'WITNESS POST SET NEAR BENCH MARK, SET ON 20 FEET OF COPPER-COATED
 KM0392'STEEL ROD ENCASED IN A 6-INCH CONCRETE PIPE WHICH IS FLUSH WITH THE
 KM0392'GROUND.
 KM0392
 KM0392                          STATION RECOVERY (2005)
 KM0392
 KM0392'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0558 ***********************************************************************
 KJ0558  DESIGNATION -  6 GDD
 KJ0558  PID         -  KJ0558
 KJ0558  STATE/COUNTY-  CO/LINCOLN
 KJ0558  USGS QUAD   -  ELBA (1974)
 KJ0558
 KJ0558                         *CURRENT SURVEY CONTROL
 KJ0558  ___________________________________________________________________
 KJ0558* NAD 83(1986)-  39 59 19.     (N)    103 13 05.     (W)     SCALED    
 KJ0558* NAVD 88     -      1439.077  (meters)    4721.37   (feet)  ADJUSTED  
 KJ0558  ___________________________________________________________________
 KJ0558  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 KJ0558  DYNAMIC HT  -        1437.852 (meters)    4717.35  (feet)  COMP
 KJ0558  MODELED GRAV-     979,724.3   (mgal)                       NAVD 88
 KJ0558
 KJ0558  VERT ORDER  -  THIRD
 KJ0558
 KJ0558.The horizontal coordinates were scaled from a topographic map and have
 KJ0558.an estimated accuracy of +/- 6 seconds.
 KJ0558
 KJ0558.The orthometric height was determined by differential leveling
 KJ0558.and adjusted by the National Geodetic Survey in June 1991..
 KJ0558
 KJ0558.The geoid height was determined by GEOID03.
 KJ0558
 KJ0558.The dynamic height is computed by dividing the NAVD 88
 KJ0558.geopotential number by the normal gravity value computed on the
 KJ0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0558.degrees latitude (g = 980.6199 gals.).
 KJ0558
 KJ0558.The modeled gravity was interpolated from observed gravity values.
 KJ0558
 KJ0558;                    North         East    Units  Estimated Accuracy
 KJ0558;SPC CO C     -   546,510.    1,109,290.      MT  (+/- 180 meters Scaled)
 KJ0558
 KJ0558                          SUPERSEDED SURVEY CONTROL
 KJ0558
 KJ0558.No superseded survey control is available for this station.
 KJ0558
 KJ0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFE521280(NAD 83)
 KJ0558_MARKER: DB = BENCH MARK DISK
 KJ0558_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KJ0558_SP_SET: COPPER-CLAD STEEL ROD
 KJ0558_STAMPING: GDD 6 1972
 KJ0558_MARK LOGO: USGS  
 KJ0558_PROJECTION: FLUSH
 KJ0558_MAGNETIC: I = MARKER IS A STEEL ROD
 KJ0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KJ0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0558+SATELLITE: SATELLITE OBSERVATIONS - 1972
 KJ0558_ROD/PIPE-DEPTH: 1.68 meters
 KJ0558
 KJ0558  HISTORY     - Date     Condition        Report By
 KJ0558  HISTORY     - 1972     MONUMENTED       USGS
 KJ0558
 KJ0558                          STATION DESCRIPTION
 KJ0558
 KJ0558'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KJ0558'AT AKRON, COLORADO, FROM THE INTERSECTION OF STATE HIGHWAY 63 AND U.S.
 KJ0558'HIGHWAY 34, PROCEED 11.6 MILES SOUTH ALONG STATE HIGHWAY 63 TO A
 KJ0558'T-ROAD EAST, 52 FEET WEST AND 30 FEET NORTH OF THE T-ROAD EAST
 KJ0558'INTERSECTION, 1 FOOT EAST AND 5 FEET NORTH OF A FENCE CORNER, 1 FOOT
 KJ0558'SOUTH OF AN IRON WITNESS POST, LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0583 ***********************************************************************
 KL0583  DESIGNATION -  6 JHD
 KL0583  PID         -  KL0583
 KL0583  STATE/COUNTY-  CO/RIO BLANCO
 KL0583  USGS QUAD   -  BIG BEAVER RESERVOIR (1987)
 KL0583
 KL0583                         *CURRENT SURVEY CONTROL
 KL0583  ___________________________________________________________________
 KL0583* NAD 83(1986)-  39 57 09.     (N)    107 40 42.     (W)     SCALED    
 KL0583* NAVD 88     -      2083.766  (meters)    6836.49   (feet)  ADJUSTED  
 KL0583  ___________________________________________________________________
 KL0583  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 KL0583  DYNAMIC HT  -        2081.588 (meters)    6829.34  (feet)  COMP
 KL0583  MODELED GRAV-     979,506.7   (mgal)                       NAVD 88
 KL0583
 KL0583  VERT ORDER  -  SECOND    CLASS 0
 KL0583
 KL0583.The horizontal coordinates were scaled from a topographic map and have
 KL0583.an estimated accuracy of +/- 6 seconds.
 KL0583
 KL0583.The orthometric height was determined by differential leveling
 KL0583.and adjusted by the National Geodetic Survey in June 1991..
 KL0583
 KL0583.The geoid height was determined by GEOID03.
 KL0583
 KL0583.The dynamic height is computed by dividing the NAVD 88
 KL0583.geopotential number by the normal gravity value computed on the
 KL0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0583.degrees latitude (g = 980.6199 gals.).
 KL0583
 KL0583.The modeled gravity was interpolated from observed gravity values.
 KL0583
 KL0583;                    North         East    Units  Estimated Accuracy
 KL0583;SPC CO N     -   375,830.      728,280.      MT  (+/- 180 meters Scaled)
 KL0583
 KL0583                          SUPERSEDED SURVEY CONTROL
 KL0583
 KL0583  NGVD 29 (??/??/92) 2082.424  (m)         6832.09   (f) ADJ UNCH    2 0
 KL0583
 KL0583.Superseded values are not recommended for survey control.
 KL0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0583.See file dsdata.txt to determine how the superseded data were derived.
 KL0583
 KL0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBE712259(NAD 83)
 KL0583_MARKER: DD = SURVEY DISK
 KL0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0583_STAMPING: JHD 6 6832 1963
 KL0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0583+STABILITY: SURFACE MOTION
 KL0583
 KL0583  HISTORY     - Date     Condition        Report By
 KL0583  HISTORY     - 1963     MONUMENTED       USGS
 KL0583  HISTORY     - 1966     GOOD             NGS
 KL0583
 KL0583                          STATION DESCRIPTION
 KL0583
 KL0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KL0583'4.4 MI SW FROM BUFORD.
 KL0583'4.4 MILES SOUTHWEST ALONG STATE HIGHWAY 132 FROM THE STORE AND POST
 KL0583'OFFICE AT BUFORD, 0.15 MILE SOUTHEAST OF THE ENTRANCE TO SLEEPY CAT
 KL0583'GUEST RANCH, AT A POINT WHERE POWER LINE CROSSES HIGHWAY, 39 FEET
 KL0583'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET SOUTH OF TELEPHONE
 KL0583'POLE 541, 1.9 FEET NORTHEAST OF A FENCE, 1.8 FEET WEST OF A WITNESS
 KL0583'POST, ABOUT 1 1/2 FEET LOWER THAN THE ROAD AND IN THE TOP OF A
 KL0583'CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1822 ***********************************************************************
 KK1822  DESIGNATION -  60
 KK1822  PID         -  KK1822
 KK1822  STATE/COUNTY-  CO/JEFFERSON
 KK1822  USGS QUAD   -  FORT LOGAN (1994)
 KK1822
 KK1822                         *CURRENT SURVEY CONTROL
 KK1822  ___________________________________________________________________
 KK1822* NAD 83(1992)-  39 42 20.19296(N)    105 07 06.45200(W)     ADJUSTED  
 KK1822* NAVD 88     -      1755.4    (meters)    5759.     (feet)  VERTCON   
 KK1822  ___________________________________________________________________
 KK1822  LAPLACE CORR-         -15.43  (seconds)                    DEFLEC99
 KK1822  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 KK1822
 KK1822  HORZ ORDER  -  SECOND
 KK1822
 KK1822.The horizontal coordinates were established by classical geodetic methods
 KK1822.and adjusted by the National Geodetic Survey in January 1993..
 KK1822
 KK1822.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1822
 KK1822.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1822
 KK1822.The geoid height was determined by GEOID03.
 KK1822
 KK1822;                    North         East     Units Scale Factor Converg.
 KK1822;SPC CO C     -   512,712.040   947,122.206   MT  0.99999152   +0 14 26.3
 KK1822;SPC CO C     - 1,682,122.75  3,107,350.10   sFT  0.99999152   +0 14 26.3
 KK1822;UTM  13      - 4,395,090.253   489,845.095   MT  0.99960127   -0 04 32.4
 KK1822
 KK1822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1822!SPC CO C     -   0.99972723  x   0.99999152  =   0.99971875
 KK1822!UTM  13      -   0.99972723  x   0.99960127  =   0.99932861
 KK1822
 KK1822|---------------------------------------------------------------------|
 KK1822| PID    Reference Object                     Distance      Geod. Az  |
 KK1822|                                                           dddmmss.s |
 KK1822| CP7150 60 RM 1                               9.024 METERS 00224     |
 KK1822| CP7149 60 AZ MK                                           0052547.3 |
 KK1822| CP7151 60 RM 2                              10.475 METERS 26430     |
 KK1822| KK1846 52 RESET                            APPROX. 4.3 KM 3341256.2 |
 KK1822|---------------------------------------------------------------------|
 KK1822
 KK1822                          SUPERSEDED SURVEY CONTROL
 KK1822
 KK1822  NAD 83(1986)-  39 42 20.18940(N)    105 07 06.45005(W) AD(       ) 2
 KK1822  NAD 27      -  39 42 20.23391(N)    105 07 04.50006(W) AD(       ) 2
 KK1822  NGVD 29 (07/19/86) 1754.5    (m)         5756.     (f) VERT ANG       
 KK1822
 KK1822.Superseded values are not recommended for survey control.
 KK1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1822.See file dsdata.txt to determine how the superseded data were derived.
 KK1822
 KK1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8984595090(NAD 83)
 KK1822_MARKER: DD = SURVEY DISK
 KK1822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1822_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1822
 KK1822  HISTORY     - Date     Condition        Report By
 KK1822  HISTORY     - 1977     MONUMENTED       CO-059
 KK1822
 KK1822                          STATION DESCRIPTION
 KK1822
 KK1822'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1822'THE STATION IS LOCATED 1/3 MILE SOUTH OF THE DENVER FEDERAL
 KK1822'CENTER JUST NORTHEAST OF THE CENTER OF SECTION 16, T 4 S, R
 KK1822'69 W.
 KK1822'
 KK1822'TO REACH THE STATION FROM THE LAKEWOOD CITY HALL AT 44 UNION
 KK1822'BOULEVARD, GO SOUTH ON UNION BOULEVARD FOR 0.3 MILE TO WEST
 KK1822'ALAMEDA AVENUE.  TURN LEFT AND GO EAST 2 BLOCKS TO SOUTH SIMMS
 KK1822'STREET.  TURN RIGHT AND GO SOUTH 3 BLOCKS TO WEST GLENNON
 KK1822'DRIVE.  TURN LEFT AND GO EAST 9 BLOCKS TO A SMALL SHARP MESA
 KK1822'ON THE LEFT.  THE STATION IS LOCATED ATOP THE MESA.
 KK1822'
 KK1822'TO REACH THE AZIMUTH MARK GO TO THE INTERSECTION OF ALAMEDA AND
 KK1822'SOUTH NEWMAN STREET.  IT IS AT THE BASE OF A LARGE LAMP POST
 KK1822'ALONG THE SOUTH SIDE OF ALAMEDA AND SEVERAL FEET EAST OF
 KK1822'NEWMAN STREET.
 KK1822'
 KK1822'THE STATION MARK, STAMPED---60 JCMD 1977---, IS A 3-INCH BRONZE
 KK1822'DISK SET IN CONCRETE 153 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 KK1822'YARD, 225 FEET SOUTHWEST OF A TELEPHONE POLE, AND 4 INCHES SOUTH OF
 KK1822'LAKEWOOD STATION ANN, M AND CO. 2472.  NO UNDERGROUND MARK.
 KK1822'
 KK1822'REFERENCE MARK 1, STAMPED---60 JCMD RM 1 1977---, IS A 3-INCH
 KK1822'BRONZE DISK SET IN CONCRETE 123 FEET SOUTH OF THE SOUTHEAST
 KK1822'CORNER OF A YARD, 190.5 FEET SOUTHWEST OF A TELEPHONE POLE AND
 KK1822'30 FEET NORTH OF LAKEWOOD STATION ANN.
 KK1822'
 KK1822'REFERENCE MARK 2, STAMPED---60 JCMD RM 2 1977---, IS A 3-INCH
 KK1822'BRONZE DISK SET IN CONCRETE 189 FEET SOUTHWEST OF THE SOUTHWEST
 KK1822'CORNER OF A YARD, 245 FEET SOUTHWEST OF A TELEPHONE POLE, AND
 KK1822'31 FEET WEST OF LAKEWOOD STATION ANN.
 KK1822'
 KK1822'THE AZIMUTH MARK, STAMPED---60 JCMD AZM 1977---, IS A 3-INCH
 KK1822'BRONE DISK CEMENTED IN A DRILL HOLE ON THE SOUTH SIDE OF THE
 KK1822'ABOVE MENTIONED LAMP POST BASE, 47 FEET NORTH OF THE CENTER OF
 KK1822'THE SOUTH FRONTAGE ROAD, 33 FEET SOUTH OF THE CENTER OF ALAMEDA
 KK1822'AND 22 FEET NORTHWEST OF THE CENTER OF A STORM SEWER CATCH
 KK1822'BASIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0790 ***********************************************************************
 KK0790  DESIGNATION -  60 G
 KK0790  PID         -  KK0790
 KK0790  STATE/COUNTY-  CO/PARK
 KK0790  USGS QUAD   -  TARRYALL (1994)
 KK0790
 KK0790                         *CURRENT SURVEY CONTROL
 KK0790  ___________________________________________________________________
 KK0790* NAD 83(1986)-  39 05 31.     (N)    105 26 28.     (W)     SCALED    
 KK0790* NAVD 88     -      2570.079  (meters)    8432.00   (feet)  ADJUSTED  
 KK0790  ___________________________________________________________________
 KK0790  GEOID HEIGHT-         -13.67  (meters)                     GEOID03
 KK0790  DYNAMIC HT  -        2567.009 (meters)    8421.93  (feet)  COMP
 KK0790  MODELED GRAV-     979,339.4   (mgal)                       NAVD 88
 KK0790
 KK0790  VERT ORDER  -  SECOND    CLASS 0
 KK0790
 KK0790.The horizontal coordinates were scaled from a topographic map and have
 KK0790.an estimated accuracy of +/- 6 seconds.
 KK0790
 KK0790.The orthometric height was determined by differential leveling
 KK0790.and adjusted by the National Geodetic Survey in June 1991..
 KK0790
 KK0790.The geoid height was determined by GEOID03.
 KK0790
 KK0790.The dynamic height is computed by dividing the NAVD 88
 KK0790.geopotential number by the normal gravity value computed on the
 KK0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0790.degrees latitude (g = 980.6199 gals.).
 KK0790
 KK0790.The modeled gravity was interpolated from observed gravity values.
 KK0790
 KK0790;                    North         East    Units  Estimated Accuracy
 KK0790;SPC CO C     -   444,520.      919,500.      MT  (+/- 180 meters Scaled)
 KK0790
 KK0790                          SUPERSEDED SURVEY CONTROL
 KK0790
 KK0790  NGVD 29 (??/??/92) 2568.704  (m)         8427.49   (f) ADJ UNCH    2 0
 KK0790
 KK0790.Superseded values are not recommended for survey control.
 KK0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0790.See file dsdata.txt to determine how the superseded data were derived.
 KK0790
 KK0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD618270(NAD 83)
 KK0790_MARKER: DD = SURVEY DISK
 KK0790_SETTING: 80 = SET IN A BOULDER
 KK0790_STAMPING: 60 G 1930
 KK0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0790+STABILITY: SURFACE MOTION
 KK0790
 KK0790  HISTORY     - Date     Condition        Report By
 KK0790  HISTORY     - 1930     MONUMENTED       USGS
 KK0790  HISTORY     - 1934     GOOD             NGS
 KK0790
 KK0790                          STATION DESCRIPTION
 KK0790
 KK0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KK0790'10 MI NW FROM LAKE GEORGE.
 KK0790'10.0 MILES NORTHWEST ALONG STATE HIGHWAY 77 FROM LAKE GEORGE,
 KK0790'PARK COUNTY, 200 FEET SOUTH OF A GRANITE BOULDER 200 FEET HIGH,
 KK0790'100 FEET WEST OF THE TOP OF A RIDGE, 24 FEET SOUTH OF THE
 KK0790'CENTERLINE OF THE HIGHWAY, IN A 15-BY 30-FOOT BOULDER, AND
 KK0790'LEVEL WITH THE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 KK0790'DISK, STAMPED 60 G 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0465 ***********************************************************************
 JL0465  DESIGNATION -  6014.38
 JL0465  PID         -  JL0465
 JL0465  STATE/COUNTY-  CO/MONTROSE
 JL0465  USGS QUAD   -  MONTROSE EAST (1982)
 JL0465
 JL0465                         *CURRENT SURVEY CONTROL
 JL0465  ___________________________________________________________________
 JL0465* NAD 83(1986)-  38 29 17.     (N)    107 49 26.     (W)     SCALED    
 JL0465* NAVD 88     -      1834.587  (meters)    6018.97   (feet)  ADJUSTED  
 JL0465  ___________________________________________________________________
 JL0465  GEOID HEIGHT-         -16.26  (meters)                     GEOID03
 JL0465  DYNAMIC HT  -        1832.551 (meters)    6012.29  (feet)  COMP
 JL0465  MODELED GRAV-     979,453.8   (mgal)                       NAVD 88
 JL0465
 JL0465  VERT ORDER  -  FIRST     CLASS II
 JL0465
 JL0465.The horizontal coordinates were scaled from a topographic map and have
 JL0465.an estimated accuracy of +/- 6 seconds.
 JL0465
 JL0465.The orthometric height was determined by differential leveling
 JL0465.and adjusted by the National Geodetic Survey in June 1991..
 JL0465
 JL0465.The geoid height was determined by GEOID03.
 JL0465
 JL0465.The dynamic height is computed by dividing the NAVD 88
 JL0465.geopotential number by the normal gravity value computed on the
 JL0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0465.degrees latitude (g = 980.6199 gals.).
 JL0465
 JL0465.The modeled gravity was interpolated from observed gravity values.
 JL0465
 JL0465;                    North         East    Units  Estimated Accuracy
 JL0465;SPC CO S     -   509,480.      711,670.      MT  (+/- 180 meters Scaled)
 JL0465
 JL0465                          SUPERSEDED SURVEY CONTROL
 JL0465
 JL0465.No superseded survey control is available for this station.
 JL0465
 JL0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC537637(NAD 83)
 JL0465_MARKER: DB = BENCH MARK DISK
 JL0465_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JL0465_SP_SET: HEADWALL
 JL0465_STAMPING: 6014.38
 JL0465_MARK LOGO: CODH  
 JL0465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0465+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2004
 JL0465
 JL0465  HISTORY     - Date     Condition        Report By
 JL0465  HISTORY     - 1958     MONUMENTED       CODH
 JL0465  HISTORY     - 1984     GOOD             NGS
 JL0465  HISTORY     - 20040919 GOOD             USPSQD
 JL0465
 JL0465                          STATION DESCRIPTION
 JL0465
 JL0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0465'5.0 KM (3.1 MI) EAST FROM MONTROSE.
 JL0465'5.0 KM (3.1 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH
 JL0465'U.S. HIGHWAY 550 IN MONTROSE, IN TOP OF AND 0.9 M (3.0 FT) WEST OF THE
 JL0465'EAST END OF THE NORTH CONCRETE HEADWALL OF A MULTI-BOX CULVERT
 JL0465'SPANNING CEDAR CREEK, AND 4.0 M (13.1 FT) NORTH OF THE CENTERLINE OF
 JL0465'THE HIGHWAY.
 JL0465'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 JL0465
 JL0465                          STATION RECOVERY (2004)
 JL0465
 JL0465'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 JL0465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0347 ***********************************************************************
 JL0347  DESIGNATION -  6017
 JL0347  PID         -  JL0347
 JL0347  STATE/COUNTY-  CO/MONTROSE
 JL0347  USGS QUAD   -  MONTROSE EAST (1982)
 JL0347
 JL0347                         *CURRENT SURVEY CONTROL
 JL0347  ___________________________________________________________________
 JL0347* NAD 83(1986)-  38 25 06.     (N)    107 51 14.     (W)     SCALED    
 JL0347* NAVD 88     -      1828.841  (meters)    6000.12   (feet)  POSTED    
 JL0347  ___________________________________________________________________
 JL0347  GEOID HEIGHT-         -16.27  (meters)                     GEOID03
 JL0347  DYNAMIC HT  -        1826.790 (meters)    5993.39  (feet)  COMP
 JL0347  MODELED GRAV-     979,445.1   (mgal)                       NAVD 88
 JL0347
 JL0347  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JL0347
 JL0347.The horizontal coordinates were scaled from a topographic map and have
 JL0347.an estimated accuracy of +/- 6 seconds.
 JL0347
 JL0347.The orthometric height was determined by differential leveling
 JL0347.and adjusted by the National Geodetic Survey in 1992..
 JL0347.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JL0347.rate of 1.1 thru 2.0 mm/km.
 JL0347
 JL0347.The geoid height was determined by GEOID03.
 JL0347
 JL0347.The dynamic height is computed by dividing the NAVD 88
 JL0347.geopotential number by the normal gravity value computed on the
 JL0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0347.degrees latitude (g = 980.6199 gals.).
 JL0347
 JL0347.The modeled gravity was interpolated from observed gravity values.
 JL0347
 JL0347;                    North         East    Units  Estimated Accuracy
 JL0347;SPC CO S     -   501,800.      708,860.      MT  (+/- 180 meters Scaled)
 JL0347
 JL0347                          SUPERSEDED SURVEY CONTROL
 JL0347
 JL0347  NGVD 29 (??/??/92) 1827.603  (m)         5996.06   (f) ADJ UNCH    1 2
 JL0347
 JL0347.Superseded values are not recommended for survey control.
 JL0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0347.See file dsdata.txt to determine how the superseded data were derived.
 JL0347
 JL0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC508560(NAD 83)
 JL0347_MARKER: P = PIPE CAP
 JL0347_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JL0347_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JL0347_STAMPING: 5996.061 1901
 JL0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JL0347
 JL0347  HISTORY     - Date     Condition        Report By
 JL0347  HISTORY     - 1901     MONUMENTED       USGS
 JL0347  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0347
 JL0347                          STATION DESCRIPTION
 JL0347
 JL0347'DESCRIBED BY US GEOLOGICAL SURVEY 1901
 JL0347'4.7 MI SE FROM MONTROSE.
 JL0347'ABOUT 4.7 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 JL0347'RAILROAD FROM THE STATION AT MONTROSE, MONTROSE COUNTY, ABOUT 655 FEET
 JL0347'SOUTHEAST OF MILEPOST D 356, ABOUT 100 YARDS NORTHWEST OF A BEET DUMP
 JL0347'AT VERNAL SIDING, 131 FEET SOUTHEAST OF WOODEN BRIDGE 356.10, 39 FEET
 JL0347'NORTHWEST OF THE CENTER OF A ROAD CROSSING, ABOUT 100 FEET NORTHEAST
 JL0347'OF A GRAVEL HIGHWAY, NORTHEAST ACROSS THE TRACK FROM A BRICK
 JL0347'SCHOOLHOUSE, 41.3 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK, AND
 JL0347'ABOUT LEVEL WITH THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 JL0347'STANDARD CAP, STAMPED 5996.061 1901 AND RIVETED ON THE TOP OF A
 JL0347'3-1/2-INCH PIPE PROJECTING ABOUT 8 INCHES ABOVE GROUND.
 JL0347
 JL0347                          STATION RECOVERY (1984)
 JL0347
 JL0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0690 ***********************************************************************
 LM0690  DESIGNATION -  6020
 LM0690  PID         -  LM0690
 LM0690  STATE/COUNTY-  CO/MOFFAT
 LM0690  USGS QUAD   -  JUNIPER HOT SPRINGS (1972)
 LM0690
 LM0690                         *CURRENT SURVEY CONTROL
 LM0690  ___________________________________________________________________
 LM0690* NAD 83(1992)-  40 25 12.70962(N)    107 53 08.83324(W)     ADJUSTED  
 LM0690* NAVD 88     -      1838.68   (+/-2cm)    6032.4    (feet)  VERTCON   
 LM0690  ___________________________________________________________________
 LM0690  LAPLACE CORR-           6.15  (seconds)                    DEFLEC99
 LM0690  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 LM0690
 LM0690  HORZ ORDER  -  THIRD
 LM0690  VERT ORDER  -  THIRD ? (See Below)
 LM0690
 LM0690.The horizontal coordinates were established by classical geodetic methods
 LM0690.and adjusted by the National Geodetic Survey in January 1993..
 LM0690
 LM0690.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0690.The vertical order pertains to the NGVD 29 superseded value.
 LM0690
 LM0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0690
 LM0690.The geoid height was determined by GEOID03.
 LM0690
 LM0690;                    North         East     Units Scale Factor Converg.
 LM0690;SPC CO N     -   428,200.249   711,956.833   MT  0.99996121   -1 32 29.5
 LM0690;SPC CO N     - 1,404,853.65  2,335,811.71   sFT  0.99996121   -1 32 29.5
 LM0690;UTM  13      - 4,478,396.237   255,169.946   MT  1.00033791   -1 52 19.3
 LM0690
 LM0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0690!SPC CO N     -   0.99971405  x   0.99996121  =   0.99967527
 LM0690!UTM  13      -   0.99971405  x   1.00033791  =   1.00005187
 LM0690
 LM0690                          SUPERSEDED SURVEY CONTROL
 LM0690
 LM0690  NAD 83(1992)-  40 25 12.69955(N)    107 53 08.83023(W) AD(       ) 3
 LM0690  NGVD 29 (03/25/92) 1837.48   (m)         6028.5    (f) LEVELING    3  
 LM0690
 LM0690.Superseded values are not recommended for survey control.
 LM0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0690.See file dsdata.txt to determine how the superseded data were derived.
 LM0690
 LM0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE5517078396(NAD 83)
 LM0690_MARKER: DB = BENCH MARK DISK
 LM0690_SETTING: 0 = UNSPECIFIED SETTING
 LM0690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0690
 LM0690  HISTORY     - Date     Condition        Report By
 LM0690  HISTORY     - 1912     MONUMENTED       USGS
 LM0690  HISTORY     - 1962     GOOD             USGS
 LM0690
 LM0690                          STATION DESCRIPTION
 LM0690
 LM0690'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LM0690'A USGS BM BESIDE TOWNSHIP AND
 LM0690'RANGE CORNER 5 AND 6 N., RS. 93 AND 94 W., 3.0 MI. SE. OF
 LM0690'GOVERNMENT BRIDGE OVER YAMPA RIVER.
 LM0690'
 LM0690'TOWNSHIP AND RANGE CORNER IS 3.0 FT. W. OF BM.
 LM0690'
 LM0690'STATION MARK--STANDARD BRONZE BENCH MARK TABLET STAMPED ---6020---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0260 ***********************************************************************
 HL0260  DESIGNATION -  6049
 HL0260  PID         -  HL0260
 HL0260  STATE/COUNTY-  CO/LA PLATA
 HL0260  USGS QUAD   -  BONDAD HILL (1968)
 HL0260
 HL0260                         *CURRENT SURVEY CONTROL
 HL0260  ___________________________________________________________________
 HL0260* NAD 83(1986)-  37 03 27.     (N)    107 52 12.     (W)     SCALED    
 HL0260* NAVD 88     -      1844.656  (meters)    6052.01   (feet)  POSTED    
 HL0260  ___________________________________________________________________
 HL0260  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 HL0260  DYNAMIC HT  -        1842.290 (meters)    6044.25  (feet)  COMP
 HL0260  MODELED GRAV-     979,286.4   (mgal)                       NAVD 88
 HL0260
 HL0260  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HL0260
 HL0260.The horizontal coordinates were scaled from a topographic map and have
 HL0260.an estimated accuracy of +/- 6 seconds.
 HL0260
 HL0260.The orthometric height was determined by differential leveling
 HL0260.and adjusted by the National Geodetic Survey in 1992..
 HL0260.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HL0260.rate of 2.1 thru 3.0 mm/km.
 HL0260
 HL0260.The geoid height was determined by GEOID03.
 HL0260
 HL0260.The dynamic height is computed by dividing the NAVD 88
 HL0260.geopotential number by the normal gravity value computed on the
 HL0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0260.degrees latitude (g = 980.6199 gals.).
 HL0260
 HL0260.The modeled gravity was interpolated from observed gravity values.
 HL0260
 HL0260;                    North         East    Units  Estimated Accuracy
 HL0260;SPC CO S     -   350,850.      703,620.      MT  (+/- 180 meters Scaled)
 HL0260
 HL0260                          SUPERSEDED SURVEY CONTROL
 HL0260
 HL0260  NGVD 29 (??/??/92) 1843.483  (m)         6048.16   (f) ADJ UNCH    1 2
 HL0260
 HL0260.Superseded values are not recommended for survey control.
 HL0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0260.See file dsdata.txt to determine how the superseded data were derived.
 HL0260
 HL0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB448051(NAD 83)
 HL0260_MARKER: DD = SURVEY DISK
 HL0260_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HL0260_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HL0260_STAMPING: 5 6049
 HL0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0260
 HL0260  HISTORY     - Date     Condition        Report By
 HL0260  HISTORY     - UNK      MONUMENTED       USGS
 HL0260  HISTORY     - 1928     GOOD             NGS
 HL0260  HISTORY     - 1984     MARK NOT FOUND   NGS
 HL0260
 HL0260                          STATION DESCRIPTION
 HL0260
 HL0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 HL0260'16 MI S FROM DURANGO.
 HL0260'4.2 MILES NORTH OF COLORADO-NEW MEXICO LINE.  0.1 MILE SOUTH OF
 HL0260'MILEPOST D-463.  IN LINE OF TELEGRAPH POLES.  6 FT. ABOVE LEVEL OF
 HL0260'TRACK.
 HL0260
 HL0260                          STATION RECOVERY (1984)
 HL0260
 HL0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HL0260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0691 ***********************************************************************
 KK0691  DESIGNATION -  6074
 KK0691  PID         -  KK0691
 KK0691  STATE/COUNTY-  CO/JEFFERSON
 KK0691  USGS QUAD   -  PLATTE CANYON (1994)
 KK0691
 KK0691                         *CURRENT SURVEY CONTROL
 KK0691  ___________________________________________________________________
 KK0691* NAD 83(1986)-  39 24 44.     (N)    105 09 46.     (W)     SCALED    
 KK0691* NAVD 88     -      1852.002  (meters)    6076.11   (feet)  POSTED    
 KK0691  ___________________________________________________________________
 KK0691  GEOID HEIGHT-         -15.16  (meters)                     GEOID03
 KK0691  DYNAMIC HT  -        1850.100 (meters)    6069.87  (feet)  COMP
 KK0691  MODELED GRAV-     979,535.3   (mgal)                       NAVD 88
 KK0691
 KK0691  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0691
 KK0691.The horizontal coordinates were scaled from a topographic map and have
 KK0691.an estimated accuracy of +/- 6 seconds.
 KK0691
 KK0691.The orthometric height was determined by differential leveling
 KK0691.and adjusted by the National Geodetic Survey in 1992..
 KK0691.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0691.rate of 0.0 thru 1.0 mm/km.
 KK0691
 KK0691.The geoid height was determined by GEOID03.
 KK0691
 KK0691.The dynamic height is computed by dividing the NAVD 88
 KK0691.geopotential number by the normal gravity value computed on the
 KK0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0691.degrees latitude (g = 980.6199 gals.).
 KK0691
 KK0691.The modeled gravity was interpolated from observed gravity values.
 KK0691
 KK0691;                    North         East    Units  Estimated Accuracy
 KK0691;SPC CO C     -   480,130.      943,440.      MT  (+/- 180 meters Scaled)
 KK0691
 KK0691                          SUPERSEDED SURVEY CONTROL
 KK0691
 KK0691  NGVD 29 (??/??/92) 1850.949  (m)         6072.66   (f) ADJ UNCH    1 2
 KK0691
 KK0691.Superseded values are not recommended for survey control.
 KK0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0691.See file dsdata.txt to determine how the superseded data were derived.
 KK0691
 KK0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD859625(NAD 83)
 KK0691_MARKER: DD = SURVEY DISK
 KK0691_SETTING: 66 = SET IN ROCK OUTCROP
 KK0691_SP_SET: GRANITE LEDGE
 KK0691_STAMPING: BM 6074 1930
 KK0691_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0691+STABILITY: POSITION/ELEVATION WELL
 KK0691
 KK0691  HISTORY     - Date     Condition        Report By
 KK0691  HISTORY     - 1930     MONUMENTED       DMWW
 KK0691  HISTORY     - 1951     GOOD             NGS
 KK0691  HISTORY     - 1955     GOOD             NGS
 KK0691
 KK0691                          STATION DESCRIPTION
 KK0691
 KK0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0691'10.6 MI NE FROM BUFFALO CREEK.
 KK0691'10.65 MILES NORTHEAST ALONG THE ABANDONED COLORADO AND SOUTHERN
 KK0691'RAILROAD GRADE FROM THE POST OFFICE AT BUFFALO CREEK, 18 FEET
 KK0691'NORTHEAST OF A SMALL POWDER CAVE, 8 FEET WEST OF THE CENTER LINE
 KK0691'OF THE OLD RAILROAD GRADE, SET IN THE TOP OF A GRANITE LEDGE.
 KK0691
 KK0691                          STATION RECOVERY (1955)
 KK0691
 KK0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1814 ***********************************************************************
 KK1814  DESIGNATION -  61
 KK1814  PID         -  KK1814
 KK1814  STATE/COUNTY-  CO/JEFFERSON
 KK1814  USGS QUAD   -  FORT LOGAN (1994)
 KK1814
 KK1814                         *CURRENT SURVEY CONTROL
 KK1814  ___________________________________________________________________
 KK1814* NAD 83(1992)-  39 42 42.70813(N)    105 04 50.77264(W)     ADJUSTED  
 KK1814* NAVD 88     -      1697.7    (meters)    5570.     (feet)  VERTCON   
 KK1814  ___________________________________________________________________
 KK1814  LAPLACE CORR-         -12.94  (seconds)                    DEFLEC99
 KK1814  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 KK1814
 KK1814  HORZ ORDER  -  SECOND
 KK1814
 KK1814.The horizontal coordinates were established by classical geodetic methods
 KK1814.and adjusted by the National Geodetic Survey in January 1993..
 KK1814
 KK1814.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1814
 KK1814.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1814
 KK1814.The geoid height was determined by GEOID03.
 KK1814
 KK1814;                    North         East     Units Scale Factor Converg.
 KK1814;SPC CO C     -   513,420.671   950,351.106   MT  0.99999268   +0 15 51.9
 KK1814;SPC CO C     - 1,684,447.65  3,117,943.59   sFT  0.99999268   +0 15 51.9
 KK1814;UTM  13      - 4,395,780.786   493,076.590   MT  0.99960059   -0 03 05.8
 KK1814
 KK1814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1814!SPC CO C     -   0.99973632  x   0.99999268  =   0.99972900
 KK1814!UTM  13      -   0.99973632  x   0.99960059  =   0.99933702
 KK1814
 KK1814:                Primary Azimuth Mark                     Grid Az
 KK1814:SPC CO C     -  61 AZ MK                                 091 23 14.3
 KK1814:UTM  13      -  61 AZ MK                                 091 42 12.0
 KK1814
 KK1814|---------------------------------------------------------------------|
 KK1814| PID    Reference Object                     Distance      Geod. Az  |
 KK1814|                                                           dddmmss.s |
 KK1814| CP7152 61 AZ MK                                           0913906.2 |
 KK1814| CP7153 61 RM 1                              13.080 METERS 20830     |
 KK1814| CP7154 61 RM 2                              15.793 METERS 33156     |
 KK1814|---------------------------------------------------------------------|
 KK1814
 KK1814                          SUPERSEDED SURVEY CONTROL
 KK1814
 KK1814  NAD 83(1986)-  39 42 42.70459(N)    105 04 50.77073(W) AD(       ) 2
 KK1814  NAD 27      -  39 42 42.75060(N)    105 04 48.82534(W) AD(       ) 2
 KK1814  NGVD 29 (07/19/86) 1696.8    (m)         5567.     (f) VERT ANG       
 KK1814
 KK1814.Superseded values are not recommended for survey control.
 KK1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1814.See file dsdata.txt to determine how the superseded data were derived.
 KK1814
 KK1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9307795781(NAD 83)
 KK1814_MARKER: DD = SURVEY DISK
 KK1814_SETTING: 0 = UNSPECIFIED SETTING
 KK1814
 KK1814  HISTORY     - Date     Condition        Report By
 KK1814  HISTORY     - 1977     MONUMENTED       CO-059
 KK1814
 KK1814                          STATION DESCRIPTION
 KK1814
 KK1814'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1814'THE STATION IS LOCATED 2-1/2 MILES EAST OF THE LAKEWOOD CITY
 KK1814'HALL NEAR THE SOUTH 1/4 CORNER OF SECTION 11, T 4 S, R 69 W.
 KK1814'
 KK1814'TO REACH THE STATION FROM THE LAKEWOOD CITY HALL, GO EAST ON
 KK1814'WEST ALAMEDA AVENUE 2.5 MILES TO SOUTH WADSWORTH BOULEVARD.
 KK1814'THE STATION IS LOCATED ATOP A 7 STORY ROUND BANK BUILDING ON
 KK1814'THE NORTHEAST CORNER OF WEST ALAMEDA AVENUE AND SOUTH WADSWORTH
 KK1814'BOULEVARD.
 KK1814'
 KK1814'TO REACH THE AZIMUTH MARK, FROM THE LAKEWOOD CITY HALL, GO EAST
 KK1814'ON WEST ALAMEDA AVENUE TO THE INTERSECTION OF SOUTH TELLER
 KK1814'STREET.  GO NORTH ON TELLER STREET TO THE FIRST POWER POLE ON
 KK1814'THE EAST CURB OF TELLER STREET.
 KK1814'
 KK1814'THE STATION MARK, STAMPED---61 JCMD 1977---, IS A 3-INCH BRONZE
 KK1814'DISK CEMENTED TO THE ROOF OF THE BANK BUILDING 9 FEET AT A
 KK1814'153 DEGREE BEARING FROM THE EAST EXIT FROM THE PENTHOUSE.
 KK1814'
 KK1814'REFERENCE MARK 1, STAMPED---61 JCMD RM 1 1977---, IS A 3-INCH
 KK1814'BRONZE DISK CEMENTED TO THE ROOF 44 FEET AT A 230 DEGREE
 KK1814'BEARING FROM THE AFOREMENTIONED PENTHOUSE DOOR AND 1 FOOT NORTH
 KK1814'OF THE SOUTH PARAPET WALL.
 KK1814'
 KK1814'REFERENCE MARK 2, STAMPED---61 JCMD RM 2 1977---, IS A 3-INCH
 KK1814'BRONZE DISK CEMENTED TO THE ROOF 45 FEET AT A 30 DEGREE BEARING
 KK1814'FROM THE PENTHOUSE DOOR AND 1 FOOT SOUTH OF THE NORTH PARAPET
 KK1814'WALL.
 KK1814'
 KK1814'THE AZIMUTH MARK, STAMPED---61 JCMD AZM 1977---, IS A 3-INCH
 KK1814'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE CURB ON THE EAST
 KK1814'SIDE OF TELLER STREET, 69 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 KK1814'CORNER OF A SAFEWAY STORE, 116 FEET EAST OF THE CENTER OF A
 KK1814'MANHOLE AND 137.5 FEET NORTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0481 ***********************************************************************
 KL0481  DESIGNATION -  6118
 KL0481  PID         -  KL0481
 KL0481  STATE/COUNTY-  CO/GARFIELD
 KL0481  USGS QUAD   -  SHOSHONE (1987)
 KL0481
 KL0481                         *CURRENT SURVEY CONTROL
 KL0481  ___________________________________________________________________
 KL0481* NAD 83(1986)-  39 35 31.     (N)    107 10 42.     (W)     SCALED    
 KL0481* NAVD 88     -      1865.531  (meters)    6120.50   (feet)  ADJUSTED  
 KL0481  ___________________________________________________________________
 KL0481  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 KL0481  DYNAMIC HT  -        1863.525 (meters)    6113.91  (feet)  COMP
 KL0481  MODELED GRAV-     979,486.3   (mgal)                       NAVD 88
 KL0481
 KL0481  VERT ORDER  -  SECOND    CLASS 0
 KL0481
 KL0481.The horizontal coordinates were scaled from a topographic map and have
 KL0481.an estimated accuracy of +/- 6 seconds.
 KL0481
 KL0481.The orthometric height was determined by differential leveling
 KL0481.and adjusted by the National Geodetic Survey in June 1991..
 KL0481
 KL0481.The geoid height was determined by GEOID03.
 KL0481
 KL0481.The dynamic height is computed by dividing the NAVD 88
 KL0481.geopotential number by the normal gravity value computed on the
 KL0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0481.degrees latitude (g = 980.6199 gals.).
 KL0481
 KL0481.The modeled gravity was interpolated from observed gravity values.
 KL0481
 KL0481;                    North         East    Units  Estimated Accuracy
 KL0481;SPC CO C     -   501,360.      770,250.      MT  (+/- 180 meters Scaled)
 KL0481
 KL0481                          SUPERSEDED SURVEY CONTROL
 KL0481
 KL0481  NGVD 29 (??/??/92) 1864.221  (m)         6116.20   (f) ADJ UNCH    2 0
 KL0481
 KL0481.Superseded values are not recommended for survey control.
 KL0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0481.See file dsdata.txt to determine how the superseded data were derived.
 KL0481
 KL0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD129847(NAD 83)
 KL0481_MARKER: DD = SURVEY DISK
 KL0481_SETTING: 66 = SET IN ROCK OUTCROP
 KL0481_SP_SET: ROCK OUTCROP
 KL0481_STAMPING: 6118
 KL0481_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0481+STABILITY: POSITION/ELEVATION WELL
 KL0481
 KL0481  HISTORY     - Date     Condition        Report By
 KL0481  HISTORY     - UNK      MONUMENTED       USGS
 KL0481  HISTORY     - 1938     GOOD             NGS
 KL0481
 KL0481                          STATION DESCRIPTION
 KL0481
 KL0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KL0481'0.5 MI E FROM SHOSHONE.
 KL0481'0.5 MILE EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KL0481'THE STATION AT SHOSHONE, GARFIELD COUNTY, 75 FEET WEST OF MILEPOST
 KL0481'350, 75 FEET WEST OF THE WEST END OF A TUNNEL, 10 FEET SOUTH OF THE
 KL0481'TRACK, AND IN A ROCK OUTCROP.  A UNITED STATES GEOLOGICAL SURVEY
 KL0481'STANDARD DISK, STAMPED 6118.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0466 ***********************************************************************
 JL0466  DESIGNATION -  6122.15
 JL0466  PID         -  JL0466
 JL0466  STATE/COUNTY-  CO/MONTROSE
 JL0466  USGS QUAD   -  MONTROSE EAST (1982)
 JL0466
 JL0466                         *CURRENT SURVEY CONTROL
 JL0466  ___________________________________________________________________
 JL0466* NAD 83(1986)-  38 29 17.     (N)    107 48 19.     (W)     SCALED    
 JL0466* NAVD 88     -      1867.453  (meters)    6126.80   (feet)  ADJUSTED  
 JL0466  ___________________________________________________________________
 JL0466  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 JL0466  DYNAMIC HT  -        1865.368 (meters)    6119.96  (feet)  COMP
 JL0466  MODELED GRAV-     979,445.5   (mgal)                       NAVD 88
 JL0466
 JL0466  VERT ORDER  -  FIRST     CLASS II
 JL0466
 JL0466.The horizontal coordinates were scaled from a topographic map and have
 JL0466.an estimated accuracy of +/- 6 seconds.
 JL0466
 JL0466.The orthometric height was determined by differential leveling
 JL0466.and adjusted by the National Geodetic Survey in June 1991..
 JL0466
 JL0466.The geoid height was determined by GEOID03.
 JL0466
 JL0466.The dynamic height is computed by dividing the NAVD 88
 JL0466.geopotential number by the normal gravity value computed on the
 JL0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0466.degrees latitude (g = 980.6199 gals.).
 JL0466
 JL0466.The modeled gravity was interpolated from observed gravity values.
 JL0466
 JL0466;                    North         East    Units  Estimated Accuracy
 JL0466;SPC CO S     -   509,440.      713,290.      MT  (+/- 180 meters Scaled)
 JL0466
 JL0466                          SUPERSEDED SURVEY CONTROL
 JL0466
 JL0466.No superseded survey control is available for this station.
 JL0466
 JL0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC553636(NAD 83)
 JL0466_MARKER: DB = BENCH MARK DISK
 JL0466_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JL0466_SP_SET: HEADWALL
 JL0466_STAMPING: 6122.15
 JL0466_MARK LOGO: CODH  
 JL0466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0466+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2004
 JL0466
 JL0466  HISTORY     - Date     Condition        Report By
 JL0466  HISTORY     - 1958     MONUMENTED       CODH
 JL0466  HISTORY     - 1984     GOOD             NGS
 JL0466  HISTORY     - 20040919 GOOD             USPSQD
 JL0466
 JL0466                          STATION DESCRIPTION
 JL0466
 JL0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0466'6.7 KM (4.15 MI) EAST FROM MONTROSE.
 JL0466'6.7 KM (4.15 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH
 JL0466'U.S. HIGHWAY 550 IN MONTROSE, IN TOP OF AND 0.9 M (3.0 FT) WEST OF THE
 JL0466'EAST END OF THE NORTH HEADWALL OF A LARGE MULTI-BOX CULVERT SPANNING
 JL0466'CEDAR CREEK, AND 4.1 M (13.5 FT) NORTH OF THE CENTERLINE OF THE
 JL0466'HIGHWAY.
 JL0466'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 JL0466
 JL0466                          STATION RECOVERY (2004)
 JL0466
 JL0466'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 JL0466'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0180 ***********************************************************************
 HL0180  DESIGNATION -  6125
 HL0180  PID         -  HL0180
 HL0180  STATE/COUNTY-  CO/ARCHULETA
 HL0180  USGS QUAD   -  ALLISON (1975)
 HL0180
 HL0180                         *CURRENT SURVEY CONTROL
 HL0180  ___________________________________________________________________
 HL0180* NAD 83(1986)-  37 00 34.     (N)    107 24 33.     (W)     SCALED    
 HL0180* NAVD 88     -      1867.731  (meters)    6127.71   (feet)  ADJUSTED  
 HL0180  ___________________________________________________________________
 HL0180  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 HL0180  DYNAMIC HT  -        1865.328 (meters)    6119.83  (feet)  COMP
 HL0180  MODELED GRAV-     979,279.1   (mgal)                       NAVD 88
 HL0180
 HL0180  VERT ORDER  -  FIRST     CLASS II
 HL0180
 HL0180.The horizontal coordinates were scaled from a topographic map and have
 HL0180.an estimated accuracy of +/- 6 seconds.
 HL0180
 HL0180.The orthometric height was determined by differential leveling
 HL0180.and adjusted by the National Geodetic Survey in June 1991..
 HL0180
 HL0180.The geoid height was determined by GEOID03.
 HL0180
 HL0180.The dynamic height is computed by dividing the NAVD 88
 HL0180.geopotential number by the normal gravity value computed on the
 HL0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0180.degrees latitude (g = 980.6199 gals.).
 HL0180
 HL0180.The modeled gravity was interpolated from observed gravity values.
 HL0180
 HL0180;                    North         East    Units  Estimated Accuracy
 HL0180;SPC CO S     -   344,580.      744,490.      MT  (+/- 180 meters Scaled)
 HL0180
 HL0180                          SUPERSEDED SURVEY CONTROL
 HL0180
 HL0180  NGVD 29 (??/??/92) 1866.520  (m)         6123.74   (f) ADJ UNCH    1 2
 HL0180
 HL0180.Superseded values are not recommended for survey control.
 HL0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0180.See file dsdata.txt to determine how the superseded data were derived.
 HL0180
 HL0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA856986(NAD 83)
 HL0180_MARKER: DD = SURVEY DISK
 HL0180_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HL0180_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HL0180_STAMPING: 6125
 HL0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0180
 HL0180  HISTORY     - Date     Condition        Report By
 HL0180  HISTORY     - UNK      MONUMENTED       USGS
 HL0180  HISTORY     - 1934     GOOD             NGS
 HL0180  HISTORY     - 1952     GOOD             NGS
 HL0180
 HL0180                          STATION DESCRIPTION
 HL0180
 HL0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HL0180'2.34 MI W FROM ARBOLES.
 HL0180'2.34 MILES WEST OF ARBOLES BY RAIL.  ON THE R. O. W. OF THE D. R. G.
 HL0180'AND W. RAILROAD.  40.0 FT NORTH OF THE CENTER LINE OF TRACK.  43.0 FT
 HL0180'NORTH EAST OF THE CENTER OF GRADE CROSSING.  140.0 FT N. EAST OF THE
 HL0180'N. EAST CORNER OF WAREHOUSE BUILDING AT DARLINGTON SWITCH.  MILE POST
 HL0180'AT BENCH MARK 406.02.
 HL0180
 HL0180                          STATION RECOVERY (1952)
 HL0180
 HL0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 HL0180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0175 ***********************************************************************
 HL0175  DESIGNATION -  6128
 HL0175  PID         -  HL0175
 HL0175  STATE/COUNTY-  CO/ARCHULETA
 HL0175  USGS QUAD   -  CARRACAS (1975)
 HL0175
 HL0175                         *CURRENT SURVEY CONTROL
 HL0175  ___________________________________________________________________
 HL0175* NAD 83(1986)-  37 00 40.     (N)    107 16 57.     (W)     SCALED    
 HL0175* NAVD 88     -      1868.688  (meters)    6130.85   (feet)  ADJUSTED  
 HL0175  ___________________________________________________________________
 HL0175  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 HL0175  DYNAMIC HT  -        1866.275 (meters)    6122.94  (feet)  COMP
 HL0175  MODELED GRAV-     979,274.2   (mgal)                       NAVD 88
 HL0175
 HL0175  VERT ORDER  -  FIRST     CLASS II
 HL0175
 HL0175.The horizontal coordinates were scaled from a topographic map and have
 HL0175.an estimated accuracy of +/- 6 seconds.
 HL0175
 HL0175.The orthometric height was determined by differential leveling
 HL0175.and adjusted by the National Geodetic Survey in June 1991..
 HL0175
 HL0175.The geoid height was determined by GEOID03.
 HL0175
 HL0175.The dynamic height is computed by dividing the NAVD 88
 HL0175.geopotential number by the normal gravity value computed on the
 HL0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0175.degrees latitude (g = 980.6199 gals.).
 HL0175
 HL0175.The modeled gravity was interpolated from observed gravity values.
 HL0175
 HL0175;                    North         East    Units  Estimated Accuracy
 HL0175;SPC CO S     -   344,540.      755,760.      MT  (+/- 180 meters Scaled)
 HL0175
 HL0175                          SUPERSEDED SURVEY CONTROL
 HL0175
 HL0175  NGVD 29 (??/??/92) 1867.459  (m)         6126.82   (f) ADJ UNCH    1 2
 HL0175
 HL0175.Superseded values are not recommended for survey control.
 HL0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0175.See file dsdata.txt to determine how the superseded data were derived.
 HL0175
 HL0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA969985(NAD 83)
 HL0175_MARKER: DD = SURVEY DISK
 HL0175_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HL0175_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HL0175_STAMPING: 6128
 HL0175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0175
 HL0175  HISTORY     - Date     Condition        Report By
 HL0175  HISTORY     - UNK      MONUMENTED       USGS
 HL0175  HISTORY     - 1934     GOOD             NGS
 HL0175
 HL0175                          STATION DESCRIPTION
 HL0175
 HL0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HL0175'6.6 MI W FROM PAGOSA JUNCTION.
 HL0175'6.6 MILES WEST OF PAGOSA JUNCTION BY RAIL.  ON R.O.W. OF THE D. R. G.
 HL0175'AND W. RAILROAD.  250.0 FT N. WEST OF MILE POST 397.0 50.0 FT NORTH OF
 HL0175'CENTERLINE OF TRACK.  30.0 FT SOUTH OF CENTER LINE OF COUNTY ROAD.
 HL0175'NOTE-- THIS BENCH MARK IS AN IRON PIPE PROTRUDING ABOUT TWO FEET ABOVE
 HL0175'THE GROUND.  THE POST HAS BEEN STRUCK AND BENT BUT IS STILL SOLID.
 HL0175'HIGH POINT USED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0382 ***********************************************************************
 JL0382  DESIGNATION -  6146.776
 JL0382  PID         -  JL0382
 JL0382  STATE/COUNTY-  CO/MONTROSE
 JL0382  USGS QUAD   -  MONTROSE EAST (1982)
 JL0382
 JL0382                         *CURRENT SURVEY CONTROL
 JL0382  ___________________________________________________________________
 JL0382* NAD 83(1986)-  38 29 10.     (N)    107 48 10.     (W)     SCALED    
 JL0382* NAVD 88     -      1874.365  (meters)    6149.48   (feet)  POSTED    
 JL0382  ___________________________________________________________________
 JL0382  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 JL0382  DYNAMIC HT  -        1872.270 (meters)    6142.61  (feet)  COMP
 JL0382  MODELED GRAV-     979,444.4   (mgal)                       NAVD 88
 JL0382
 JL0382  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JL0382
 JL0382.The horizontal coordinates were scaled from a topographic map and have
 JL0382.an estimated accuracy of +/- 6 seconds.
 JL0382
 JL0382.The orthometric height was determined by differential leveling
 JL0382.and adjusted by the National Geodetic Survey in 1992..
 JL0382.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JL0382.rate of 2.1 thru 3.0 mm/km.
 JL0382
 JL0382.The geoid height was determined by GEOID03.
 JL0382
 JL0382.The dynamic height is computed by dividing the NAVD 88
 JL0382.geopotential number by the normal gravity value computed on the
 JL0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0382.degrees latitude (g = 980.6199 gals.).
 JL0382
 JL0382.The modeled gravity was interpolated from observed gravity values.
 JL0382
 JL0382;                    North         East    Units  Estimated Accuracy
 JL0382;SPC CO S     -   509,210.      713,500.      MT  (+/- 180 meters Scaled)
 JL0382
 JL0382                          SUPERSEDED SURVEY CONTROL
 JL0382
 JL0382  NGVD 29 (??/??/92) 1873.101  (m)         6145.33   (f) ADJ UNCH    1 2
 JL0382
 JL0382.Superseded values are not recommended for survey control.
 JL0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0382.See file dsdata.txt to determine how the superseded data were derived.
 JL0382
 JL0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC555634(NAD 83)
 JL0382_MARKER: P = PIPE CAP
 JL0382_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JL0382_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JL0382_STAMPING: 6145.332
 JL0382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JL0382
 JL0382  HISTORY     - Date     Condition        Report By
 JL0382  HISTORY     - UNK      MONUMENTED       USGS
 JL0382  HISTORY     - 1960     MARK NOT FOUND   NGS
 JL0382  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0382
 JL0382                          STATION DESCRIPTION
 JL0382
 JL0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JL0382'5.2 MI E FROM MONTROSE.
 JL0382'5.2 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JL0382'THE STATION AT MONTROSE, MONTROSE COUNTY, 0.3 MILE WEST OF MILEPOST
 JL0382'D-346, 3 FEET EAST OF A POINT 11 FEET SOUTH OF THE STATION SIGN AT
 JL0382'FAIRVIEW, 80 FEET WEST OF THE EAST END OF A BEET DUMP, 13 FEET NORTH
 JL0382'OF THE CENTERLINE OF THE MAIN-LINE TRACK, 4 FEET LOWER THAN THE TRACK,
 JL0382'AND BURIED IN THE SIDE OF THE BANK.  A UNITED STATES GEOLOGICAL SURVEY
 JL0382'STANDARD CAP, STAMPED 6145.332 AND RIVETED ON THE TOP OF A 3-1/2 INCH
 JL0382'IRON PIPE.  NOTE-- THE AREA OF RAILROAD TRACK WHERE THIS MARK WAS
 JL0382'LOCATED HAS BEEN LEVELED OFF AND IS NOW BEING FARMED.
 JL0382
 JL0382                          STATION RECOVERY (1984)
 JL0382
 JL0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0483 ***********************************************************************
 LM0483  DESIGNATION -  6150
 LM0483  PID         -  LM0483
 LM0483  STATE/COUNTY-  CO/RIO BLANCO
 LM0483  USGS QUAD   -  MEEKER (1966)
 LM0483
 LM0483                         *CURRENT SURVEY CONTROL
 LM0483  ___________________________________________________________________
 LM0483* NAD 83(1986)-  40 01 19.     (N)    107 57 59.     (W)     SCALED    
 LM0483* NAVD 88     -      1875.387  (meters)    6152.83   (feet)  ADJUSTED  
 LM0483  ___________________________________________________________________
 LM0483  GEOID HEIGHT-         -15.77  (meters)                     GEOID03
 LM0483  DYNAMIC HT  -        1873.465 (meters)    6146.53  (feet)  COMP
 LM0483  MODELED GRAV-     979,535.3   (mgal)                       NAVD 88
 LM0483
 LM0483  VERT ORDER  -  SECOND    CLASS 0
 LM0483
 LM0483.The horizontal coordinates were scaled from a topographic map and have
 LM0483.an estimated accuracy of +/- 6 seconds.
 LM0483
 LM0483.The orthometric height was determined by differential leveling
 LM0483.and adjusted by the National Geodetic Survey in June 1991..
 LM0483
 LM0483.The geoid height was determined by GEOID03.
 LM0483
 LM0483.The dynamic height is computed by dividing the NAVD 88
 LM0483.geopotential number by the normal gravity value computed on the
 LM0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0483.degrees latitude (g = 980.6199 gals.).
 LM0483
 LM0483.The modeled gravity was interpolated from observed gravity values.
 LM0483
 LM0483;                    North         East    Units  Estimated Accuracy
 LM0483;SPC CO N     -   384,190.      703,890.      MT  (+/- 180 meters Scaled)
 LM0483
 LM0483                          SUPERSEDED SURVEY CONTROL
 LM0483
 LM0483  NGVD 29 (??/??/92) 1874.061  (m)         6148.48   (f) ADJ UNCH    2 0
 LM0483
 LM0483.Superseded values are not recommended for survey control.
 LM0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0483.See file dsdata.txt to determine how the superseded data were derived.
 LM0483
 LM0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE468344(NAD 83)
 LM0483_MARKER: DD = SURVEY DISK
 LM0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0483_SP_SET: STONE POST
 LM0483_STAMPING: 6150
 LM0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0483+STABILITY: SURFACE MOTION
 LM0483
 LM0483  HISTORY     - Date     Condition        Report By
 LM0483  HISTORY     - UNK      MONUMENTED       USGS
 LM0483  HISTORY     - 1966     MARK NOT FOUND   NGS
 LM0483
 LM0483                          STATION DESCRIPTION
 LM0483
 LM0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 LM0483'3.6 MI W FROM MEEKER.
 LM0483'3.6 MILES ALONG STATE HIGHWAY 13 FROM THE HIGH SCHOOL AT MEEKER, RIO
 LM0483'BLANCO COUNTY, ABOUT 100 YARDS SOUTH OF THE MONUMENT TO THE MEMORY OF
 LM0483'NATHAN C. MEEKER, AT THE EAST GATE TO THE KL RANCH, IN A FENCE CORNER,
 LM0483'AND WEST OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 LM0483'DISK, STAMPED 6150 AND SET IN THE TOP OF A STONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0477 ***********************************************************************
 KL0477  DESIGNATION -  6162
 KL0477  PID         -  KL0477
 KL0477  STATE/COUNTY-  CO/EAGLE
 KL0477  USGS QUAD   -  DOTSERO (1987)
 KL0477
 KL0477                         *CURRENT SURVEY CONTROL
 KL0477  ___________________________________________________________________
 KL0477* NAD 83(1986)-  39 38 34.     (N)    107 03 19.     (W)     SCALED    
 KL0477* NAVD 88     -      1879.044  (meters)    6164.83   (feet)  ADJUSTED  
 KL0477  ___________________________________________________________________
 KL0477  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 KL0477  DYNAMIC HT  -        1877.072 (meters)    6158.36  (feet)  COMP
 KL0477  MODELED GRAV-     979,511.3   (mgal)                       NAVD 88
 KL0477
 KL0477  VERT ORDER  -  SECOND    CLASS 0
 KL0477
 KL0477.The horizontal coordinates were scaled from a topographic map and have
 KL0477.an estimated accuracy of +/- 6 seconds.
 KL0477
 KL0477.The orthometric height was determined by differential leveling
 KL0477.and adjusted by the National Geodetic Survey in June 1991..
 KL0477
 KL0477.The geoid height was determined by GEOID03.
 KL0477
 KL0477.The dynamic height is computed by dividing the NAVD 88
 KL0477.geopotential number by the normal gravity value computed on the
 KL0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0477.degrees latitude (g = 980.6199 gals.).
 KL0477
 KL0477.The modeled gravity was interpolated from observed gravity values.
 KL0477
 KL0477;                    North         East    Units  Estimated Accuracy
 KL0477;SPC CO C     -   506,810.      780,910.      MT  (+/- 180 meters Scaled)
 KL0477
 KL0477                          SUPERSEDED SURVEY CONTROL
 KL0477
 KL0477  NGVD 29 (??/??/92) 1877.778  (m)         6160.68   (f) ADJ UNCH    2 0
 KL0477
 KL0477.Superseded values are not recommended for survey control.
 KL0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0477.See file dsdata.txt to determine how the superseded data were derived.
 KL0477
 KL0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD236901(NAD 83)
 KL0477_MARKER: DD = SURVEY DISK
 KL0477_SETTING: 0 = UNSPECIFIED SETTING
 KL0477_STAMPING: 6162
 KL0477_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0477
 KL0477  HISTORY     - Date     Condition        Report By
 KL0477  HISTORY     - UNK      MONUMENTED       USGS
 KL0477  HISTORY     - 1938     GOOD             NGS
 KL0477
 KL0477                          STATION DESCRIPTION
 KL0477
 KL0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KL0477'6.2 MI W FROM GYPSUM.
 KL0477'6.2 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KL0477'GYPSUM, EAGLE COUNTY, AT DOTSERO, 525 FEET SOUTHWEST OF THE STATION
 KL0477'BUILDING, 215 FEET SOUTHWEST OF MILEPOST 342, 94 FEET SOUTH OF THE
 KL0477'CENTERLINE OF THE TRACK, AND 2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE. A
 KL0477'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 6162.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0173 ***********************************************************************
 HL0173  DESIGNATION -  6167
 HL0173  PID         -  HL0173
 HL0173  STATE/COUNTY-  CO/ARCHULETA
 HL0173  USGS QUAD   -  CARRACAS (1975)
 HL0173
 HL0173                         *CURRENT SURVEY CONTROL
 HL0173  ___________________________________________________________________
 HL0173* NAD 83(1986)-  37 00 14.     (N)    107 15 08.     (W)     SCALED    
 HL0173* NAVD 88     -      1880.390  (meters)    6169.25   (feet)  ADJUSTED  
 HL0173  ___________________________________________________________________
 HL0173  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 HL0173  DYNAMIC HT  -        1877.940 (meters)    6161.21  (feet)  COMP
 HL0173  MODELED GRAV-     979,262.6   (mgal)                       NAVD 88
 HL0173
 HL0173  VERT ORDER  -  FIRST     CLASS II
 HL0173
 HL0173.The horizontal coordinates were scaled from a topographic map and have
 HL0173.an estimated accuracy of +/- 6 seconds.
 HL0173
 HL0173.The orthometric height was determined by differential leveling
 HL0173.and adjusted by the National Geodetic Survey in June 1991..
 HL0173
 HL0173.The geoid height was determined by GEOID03.
 HL0173
 HL0173.The dynamic height is computed by dividing the NAVD 88
 HL0173.geopotential number by the normal gravity value computed on the
 HL0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0173.degrees latitude (g = 980.6199 gals.).
 HL0173
 HL0173.The modeled gravity was interpolated from observed gravity values.
 HL0173
 HL0173;                    North         East    Units  Estimated Accuracy
 HL0173;SPC CO S     -   343,690.      758,440.      MT  (+/- 180 meters Scaled)
 HL0173
 HL0173                          SUPERSEDED SURVEY CONTROL
 HL0173
 HL0173  NGVD 29 (??/??/92) 1879.143  (m)         6165.15   (f) ADJ UNCH    1 2
 HL0173
 HL0173.Superseded values are not recommended for survey control.
 HL0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0173.See file dsdata.txt to determine how the superseded data were derived.
 HL0173
 HL0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA996976(NAD 83)
 HL0173_MARKER: DD = SURVEY DISK
 HL0173_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HL0173_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HL0173_STAMPING: 6167
 HL0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0173
 HL0173  HISTORY     - Date     Condition        Report By
 HL0173  HISTORY     - UNK      MONUMENTED       USGS
 HL0173  HISTORY     - 1934     GOOD             NGS
 HL0173
 HL0173                          STATION DESCRIPTION
 HL0173
 HL0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HL0173'4.77 MI W FROM PAGOSA JUNCTION.
 HL0173'4.77 MILES WEST OF PAGOSA JUNCTION BY RAIL.  ON R. O. W. OF THE D. R.
 HL0173'G. AND W. RAILROAD.  AT CARACAS SECTION HOUSE, ABANDONED 6.0 FT WEST
 HL0173'OF N. W. CORNER OF THE SECTION HOUSE.  58.0 FT SOUTH OF CENTER LINE OF
 HL0173'TRACK.  MILE POST 395.17 RAIL ROAD MILEAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0182 ***********************************************************************
 HL0182  DESIGNATION -  6170
 HL0182  PID         -  HL0182
 HL0182  STATE/COUNTY-  CO/ARCHULETA
 HL0182  USGS QUAD   -  ALLISON (1975)
 HL0182
 HL0182                         *CURRENT SURVEY CONTROL
 HL0182  ___________________________________________________________________
 HL0182* NAD 83(1986)-  37 00 50.     (N)    107 26 41.     (W)     SCALED    
 HL0182* NAVD 88     -      1881.250  (meters)    6172.07   (feet)  ADJUSTED  
 HL0182  ___________________________________________________________________
 HL0182  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 HL0182  DYNAMIC HT  -        1878.819 (meters)    6164.09  (feet)  COMP
 HL0182  MODELED GRAV-     979,272.6   (mgal)                       NAVD 88
 HL0182
 HL0182  VERT ORDER  -  FIRST     CLASS II
 HL0182
 HL0182.The horizontal coordinates were scaled from a topographic map and have
 HL0182.an estimated accuracy of +/- 6 seconds.
 HL0182
 HL0182.The orthometric height was determined by differential leveling
 HL0182.and adjusted by the National Geodetic Survey in June 1991..
 HL0182
 HL0182.The geoid height was determined by GEOID03.
 HL0182
 HL0182.The dynamic height is computed by dividing the NAVD 88
 HL0182.geopotential number by the normal gravity value computed on the
 HL0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0182.degrees latitude (g = 980.6199 gals.).
 HL0182
 HL0182.The modeled gravity was interpolated from observed gravity values.
 HL0182
 HL0182;                    North         East    Units  Estimated Accuracy
 HL0182;SPC CO S     -   345,140.      741,340.      MT  (+/- 180 meters Scaled)
 HL0182
 HL0182                          SUPERSEDED SURVEY CONTROL
 HL0182
 HL0182  NGVD 29 (??/??/92) 1880.029  (m)         6168.06   (f) ADJ UNCH    1 2
 HL0182
 HL0182.Superseded values are not recommended for survey control.
 HL0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0182.See file dsdata.txt to determine how the superseded data were derived.
 HL0182
 HL0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA824992(NAD 83)
 HL0182_MARKER: DB = BENCH MARK DISK
 HL0182_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HL0182_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HL0182_STAMPING: 6170
 HL0182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0182
 HL0182  HISTORY     - Date     Condition        Report By
 HL0182  HISTORY     - UNK      MONUMENTED       CGS
 HL0182  HISTORY     - 1934     GOOD             NGS
 HL0182
 HL0182                          STATION DESCRIPTION
 HL0182
 HL0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HL0182'2.40 MI E FROM ALLISON.
 HL0182'2.40 MILES EAST OF ALLISON BY RAIL.  ON THE R.O.W. OF THE D. R. G. AND
 HL0182'W. RAILROAD 680.0 FT WEST OF RANCH ROAD.  38.0 FT SOUTH OF CENTER LINE
 HL0182'OF TRACK.  12 FT WEST OF IRRIGATION DITCH.  408.40 MILE POST, RAIL
 HL0182'ROAD MILEAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0532 ***********************************************************************
 KL0532  DESIGNATION -  6181
 KL0532  PID         -  KL0532
 KL0532  STATE/COUNTY-  CO/GARFIELD
 KL0532  USGS QUAD   -  CARBONDALE (1987)
 KL0532
 KL0532                         *CURRENT SURVEY CONTROL
 KL0532  ___________________________________________________________________
 KL0532* NAD 83(1986)-  39 24 02.     (N)    107 12 36.     (W)     SCALED    
 KL0532* NAVD 88     -      1884.847  (meters)    6183.87   (feet)  ADJUSTED  
 KL0532  ___________________________________________________________________
 KL0532  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 KL0532  DYNAMIC HT  -        1882.770 (meters)    6177.05  (feet)  COMP
 KL0532  MODELED GRAV-     979,459.8   (mgal)                       NAVD 88
 KL0532
 KL0532  VERT ORDER  -  SECOND    CLASS 0
 KL0532
 KL0532.The horizontal coordinates were scaled from a topographic map and have
 KL0532.an estimated accuracy of +/- 6 seconds.
 KL0532
 KL0532.The orthometric height was determined by differential leveling
 KL0532.and adjusted by the National Geodetic Survey in June 1991..
 KL0532
 KL0532.The geoid height was determined by GEOID03.
 KL0532
 KL0532.The dynamic height is computed by dividing the NAVD 88
 KL0532.geopotential number by the normal gravity value computed on the
 KL0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0532.degrees latitude (g = 980.6199 gals.).
 KL0532
 KL0532.The modeled gravity was interpolated from observed gravity values.
 KL0532
 KL0532;                    North         East    Units  Estimated Accuracy
 KL0532;SPC CO C     -   480,160.      767,130.      MT  (+/- 180 meters Scaled)
 KL0532
 KL0532                          SUPERSEDED SURVEY CONTROL
 KL0532
 KL0532  NGVD 29 (??/??/92) 1883.495  (m)         6179.43   (f) ADJ UNCH    2 0
 KL0532
 KL0532.Superseded values are not recommended for survey control.
 KL0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0532.See file dsdata.txt to determine how the superseded data were derived.
 KL0532
 KL0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD097635(NAD 83)
 KL0532_MARKER: DD = SURVEY DISK
 KL0532_SETTING: 0 = UNSPECIFIED SETTING
 KL0532_STAMPING: 6181-1909
 KL0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0532_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KL0532+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2003
 KL0532
 KL0532  HISTORY     - Date     Condition        Report By
 KL0532  HISTORY     - 1909     MONUMENTED       USGS
 KL0532  HISTORY     - 1934     GOOD             NGS
 KL0532  HISTORY     - 20000621 GOOD             NGS
 KL0532  HISTORY     - 20030703 GOOD             USPSQD
 KL0532
 KL0532                          STATION DESCRIPTION
 KL0532
 KL0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KL0532'IN CARBONDALE.
 KL0532'CARBONDALE, AT NORTHWEST CORNER OF I.D.O.F BUILDING.  ALUMINUM TABLET
 KL0532'STAMPED 6181-1909.  ONLY DESCRIPTION AVAILABLE.
 KL0532
 KL0532                          STATION RECOVERY (2000)
 KL0532
 KL0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DW)
 KL0532'IN CARBONDALE AT SW CORNER OF MAIN STREET AND 3RD STREET, JUST EAST OF
 KL0532'ROUTE CO 133 (OLD US 40) IN THE SIDE OF IOOF BLDG., WHICH NOW HOUSES
 KL0532'THE NEAR NEW STORE, AT NW CORNER OF BLDG.  GRAVITY STATION IS ON
 KL0532'SIDEWALK BELOW.
 KL0532
 KL0532                          STATION RECOVERY (2003)
 KL0532
 KL0532'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 KL0532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0349 ***********************************************************************
 JL0349  DESIGNATION -  6184
 JL0349  PID         -  JL0349
 JL0349  STATE/COUNTY-  CO/MONTROSE
 JL0349  USGS QUAD   -  MONTROSE EAST (1982)
 JL0349
 JL0349                         *CURRENT SURVEY CONTROL
 JL0349  ___________________________________________________________________
 JL0349* NAD 83(1986)-  38 22 39.     (N)    107 49 09.     (W)     SCALED    
 JL0349* NAVD 88     -      1879.75   (+/-2cm)    6167.1    (feet)  VERTCON   
 JL0349  ___________________________________________________________________
 JL0349  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 JL0349
 JL0349  VERT ORDER  -  ? (See Below)
 JL0349
 JL0349.The horizontal coordinates were scaled from a topographic map and have
 JL0349.an estimated accuracy of +/- 6 seconds.
 JL0349
 JL0349.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0349.The vertical order pertains to the NGVD 29 superseded value.
 JL0349
 JL0349.The geoid height was determined by GEOID03.
 JL0349
 JL0349;                    North         East    Units  Estimated Accuracy
 JL0349;SPC CO S     -   497,200.      711,780.      MT  (+/- 180 meters Scaled)
 JL0349
 JL0349                          SUPERSEDED SURVEY CONTROL
 JL0349
 JL0349  NGVD 29 (??/??/92) 1878.488  (m)         6163.01   (f) ADJ UNCH    ?  
 JL0349
 JL0349.Superseded values are not recommended for survey control.
 JL0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0349.See file dsdata.txt to determine how the superseded data were derived.
 JL0349
 JL0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC537514(NAD 83)
 JL0349_MARKER: P = PIPE CAP
 JL0349_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JL0349_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JL0349_STAMPING: 6163.006
 JL0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JL0349
 JL0349  HISTORY     - Date     Condition        Report By
 JL0349  HISTORY     - UNK      MONUMENTED       USGS
 JL0349  HISTORY     - 1928     GOOD             NGS
 JL0349  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0349
 JL0349                          STATION DESCRIPTION
 JL0349
 JL0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 JL0349'8.0 MI SE FROM MONTROSE.
 JL0349'ABOUT 8.0 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 JL0349'RAILROAD FROM THE STATION AT MONTROSE, MONTROSE COUNTY, AT
 JL0349'UNCOMPAHGRE, ABOUT 75 FEET SOUTHEAST OF THE BOXCAR USED AS A RAILROAD
 JL0349'STATION, 53 FEET NORTHWEST OF A BEET DUMP, 15 FEET NORTHEAST OF THE
 JL0349'NORTH CORNER OF A ONE-STORY FRAME HOUSE, 89 FEET SOUTHWEST OF THE
 JL0349'CENTER LINE OF THE MAIN TRACK, ABOUT 9 YARDS SOUTHWEST OF A GRAVEL
 JL0349'ROAD PARALLELING THE TRACK, 1 FOOT WEST OF A POLE, AND ABOUT 3 FEET
 JL0349'LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 JL0349'STAMPED 6163.006 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 JL0349'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 JL0349
 JL0349                          STATION RECOVERY (1984)
 JL0349
 JL0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0511 ***********************************************************************
 LM0511  DESIGNATION -  6193
 LM0511  PID         -  LM0511
 LM0511  STATE/COUNTY-  CO/MOFFAT
 LM0511  USGS QUAD   -  CRAIG (1969)
 LM0511
 LM0511                         *CURRENT SURVEY CONTROL
 LM0511  ___________________________________________________________________
 LM0511* NAD 83(1986)-  40 30 53.     (N)    107 32 50.     (W)     SCALED    
 LM0511* NAVD 88     -      1888.406  (meters)    6195.55   (feet)  ADJUSTED  
 LM0511  ___________________________________________________________________
 LM0511  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 LM0511  DYNAMIC HT  -        1886.588 (meters)    6189.58  (feet)  COMP
 LM0511  MODELED GRAV-     979,595.9   (mgal)                       NAVD 88
 LM0511
 LM0511  VERT ORDER  -  FIRST     CLASS II
 LM0511
 LM0511.The horizontal coordinates were scaled from a topographic map and have
 LM0511.an estimated accuracy of +/- 6 seconds.
 LM0511
 LM0511.The orthometric height was determined by differential leveling
 LM0511.and adjusted by the National Geodetic Survey in June 1991..
 LM0511
 LM0511.The geoid height was determined by GEOID03.
 LM0511
 LM0511.The dynamic height is computed by dividing the NAVD 88
 LM0511.geopotential number by the normal gravity value computed on the
 LM0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0511.degrees latitude (g = 980.6199 gals.).
 LM0511
 LM0511.The modeled gravity was interpolated from observed gravity values.
 LM0511
 LM0511;                    North         East    Units  Estimated Accuracy
 LM0511;SPC CO N     -   437,980.      740,920.      MT  (+/- 180 meters Scaled)
 LM0511
 LM0511                          SUPERSEDED SURVEY CONTROL
 LM0511
 LM0511  NGVD 29 (??/??/92) 1887.167  (m)         6191.48   (f) ADJ UNCH    1 2
 LM0511
 LM0511.Superseded values are not recommended for survey control.
 LM0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0511.See file dsdata.txt to determine how the superseded data were derived.
 LM0511
 LM0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE842880(NAD 83)
 LM0511_MARKER: DD = SURVEY DISK
 LM0511_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0511_SP_SET: WALL
 LM0511_STAMPING: 6193
 LM0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0511
 LM0511  HISTORY     - Date     Condition        Report By
 LM0511  HISTORY     - UNK      MONUMENTED       USGS
 LM0511  HISTORY     - 1933     GOOD             NGS
 LM0511
 LM0511                          STATION DESCRIPTION
 LM0511
 LM0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LM0511'IN CRAIG.
 LM0511'AT CRAIG, ON THE WEST SIDE OF YAMPA AVENUE, IN THE BRICK WALL OF THE
 LM0511'OLD TOWN HALL, AND IN THE SOUTHEAST CORNER OF YOSTS BILLIARD PARLOR,
 LM0511'AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0083 ***********************************************************************
 HM0083  DESIGNATION -  6198
 HM0083  PID         -  HM0083
 HM0083  STATE/COUNTY-  CO/MONTEZUMA
 HM0083  USGS QUAD   -  CORTEZ (1979)
 HM0083
 HM0083                         *CURRENT SURVEY CONTROL
 HM0083  ___________________________________________________________________
 HM0083* NAD 83(1986)-  37 20 55.     (N)    108 35 05.     (W)     SCALED    
 HM0083* NAVD 88     -      1890.353  (meters)    6201.93   (feet)  ADJUSTED  
 HM0083  ___________________________________________________________________
 HM0083  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 HM0083  DYNAMIC HT  -        1888.025 (meters)    6194.30  (feet)  COMP
 HM0083  MODELED GRAV-     979,332.0   (mgal)                       NAVD 88
 HM0083
 HM0083  VERT ORDER  -  FIRST     CLASS II
 HM0083
 HM0083.The horizontal coordinates were scaled from a topographic map and have
 HM0083.an estimated accuracy of +/- 6 seconds.
 HM0083
 HM0083.The orthometric height was determined by differential leveling
 HM0083.and adjusted by the National Geodetic Survey in June 1991..
 HM0083
 HM0083.The geoid height was determined by GEOID03.
 HM0083
 HM0083.The dynamic height is computed by dividing the NAVD 88
 HM0083.geopotential number by the normal gravity value computed on the
 HM0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0083.degrees latitude (g = 980.6199 gals.).
 HM0083
 HM0083.The modeled gravity was interpolated from observed gravity values.
 HM0083
 HM0083;                    North         East    Units  Estimated Accuracy
 HM0083;SPC CO S     -   385,000.      641,140.      MT  (+/- 180 meters Scaled)
 HM0083
 HM0083                          SUPERSEDED SURVEY CONTROL
 HM0083
 HM0083  NGVD 29 (??/??/92) 1889.250  (m)         6198.31   (f) ADJ UNCH    1 2
 HM0083
 HM0083.Superseded values are not recommended for survey control.
 HM0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0083.See file dsdata.txt to determine how the superseded data were derived.
 HM0083
 HM0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG139362(NAD 83)
 HM0083_MARKER: DD = SURVEY DISK
 HM0083_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HM0083_STAMPING: 6198
 HM0083_MARK LOGO: USGS  
 HM0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0083+STABILITY: SURFACE MOTION
 HM0083_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HM0083+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2003
 HM0083
 HM0083  HISTORY     - Date     Condition        Report By
 HM0083  HISTORY     - UNK      MONUMENTED       USGS
 HM0083  HISTORY     - 1963     GOOD             NGS
 HM0083  HISTORY     - 1984     GOOD             NGS
 HM0083  HISTORY     - 20030509 GOOD             NGS
 HM0083
 HM0083                          STATION DESCRIPTION
 HM0083
 HM0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HM0083'IN CORTEZ.
 HM0083'AT CORTEZ, MONTEZUMA COUNTY, AT THE CORNER OF MAIN AND MARKET STREETS,
 HM0083'AT THE MONTEZUMA VALLEY NATIONAL BANK, AT THE SOUTHWEST CORNER OF THE
 HM0083'BANK BUILDING, 48 FEET EAST OF THE CENTERLINE OF MARKET STREET, AND 18
 HM0083'INCHES ABOVE THE SIDEWALK AND SET VERTICALLY.  NOTE-- THE BANK
 HM0083'BUILDING IS NOW OCCUPIED BY BASIN INDUSTRIAL BANK.
 HM0083
 HM0083                          STATION RECOVERY (1984)
 HM0083
 HM0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HM0083'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN CORTEZ,
 HM0083'SET VERTICALLY IN THE SOUTHWEST CORNER OF THE BASIN INDUSTRIAL BANK
 HM0083'BUILDING, AT 20 EAST MAIN STREET (U.S. HIGHWAY 160), 16.5 METERS
 HM0083'(54.1 FT) NORTH OF THE CENTERLINE OF THE STREET, 14.7 METERS (48.2 FT)
 HM0083'EAST OF THE CENTER OF NORTH MARKET STREET, AND 0.3 METER (1.0 FT) EAST
 HM0083'OF THE SOUTHWEST CORNER OF THE BUILDING.  NOTE=THE DISK HAS BEEN PRIED
 HM0083'ON AND 1/2 OF THE DISK IS CRACKED ALMOST ACROSS.
 HM0083'THE MARK IS 0.5 M ABOVE THE SIDEWALK.
 HM0083
 HM0083                          STATION RECOVERY (2003)
 HM0083
 HM0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 HM0083'OLD BANK BLDG. IS NOW A COFFEE HOUSE.  MARK IS CRACKED BUT STILL SOLID
 HM0083'IN SANDSTONE BLOCK OF WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0445 ***********************************************************************
 LM0445  DESIGNATION -  6236.53
 LM0445  PID         -  LM0445
 LM0445  STATE/COUNTY-  CO/MOFFAT
 LM0445  USGS QUAD   -  HAMILTON (1966)
 LM0445
 LM0445                         *CURRENT SURVEY CONTROL
 LM0445  ___________________________________________________________________
 LM0445* NAD 83(1986)-  40 22 10.     (N)    107 36 46.     (W)     SCALED    
 LM0445* NAVD 88     -      1901.72   (+/-2cm)    6239.2    (feet)  VERTCON   
 LM0445  ___________________________________________________________________
 LM0445  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 LM0445
 LM0445  VERT ORDER  -  ? (See Below)
 LM0445
 LM0445.The horizontal coordinates were scaled from a topographic map and have
 LM0445.an estimated accuracy of +/- 6 seconds.
 LM0445
 LM0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0445.The vertical order pertains to the NGVD 29 superseded value.
 LM0445
 LM0445.The geoid height was determined by GEOID03.
 LM0445
 LM0445;                    North         East    Units  Estimated Accuracy
 LM0445;SPC CO N     -   421,980.      734,980.      MT  (+/- 180 meters Scaled)
 LM0445
 LM0445                          SUPERSEDED SURVEY CONTROL
 LM0445
 LM0445  NGVD 29 (??/??/92) 1900.518  (m)         6235.28   (f) ADJ UNCH    ?  
 LM0445
 LM0445.Superseded values are not recommended for survey control.
 LM0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0445.See file dsdata.txt to determine how the superseded data were derived.
 LM0445
 LM0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE781720(NAD 83)
 LM0445_MARKER: N = NAIL
 LM0445_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0445_SP_SET: POST BASE
 LM0445_STAMPING: 6236.53
 LM0445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0445
 LM0445  HISTORY     - Date     Condition        Report By
 LM0445  HISTORY     - UNK      MONUMENTED       CGS
 LM0445  HISTORY     - 1934     GOOD             NGS
 LM0445
 LM0445                          STATION DESCRIPTION
 LM0445
 LM0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LM0445'IN HAMILTON.
 LM0445'AT HAMILTON, MOFFAT COUNTY, ON STATE HIGHWAY 13, AT THE SOUTH END OF
 LM0445'MAIN STREET, ABOUT 75 FEET SOUTHWEST OF THE POST OFFICE AND STORE, ON
 LM0445'THE OUTSIDE OF A HIGHWAY CURVE, AND IN THE BASE OF A POST.  A NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0444 ***********************************************************************
 LM0444  DESIGNATION -  6237
 LM0444  PID         -  LM0444
 LM0444  STATE/COUNTY-  CO/MOFFAT
 LM0444  USGS QUAD   -  HAMILTON (1966)
 LM0444
 LM0444                         *CURRENT SURVEY CONTROL
 LM0444  ___________________________________________________________________
 LM0444* NAD 83(1986)-  40 22 20.     (N)    107 36 51.     (W)     SCALED    
 LM0444* NAVD 88     -      1901.545  (meters)    6238.65   (feet)  ADJUSTED  
 LM0444  ___________________________________________________________________
 LM0444  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 LM0444  DYNAMIC HT  -        1899.741 (meters)    6232.73  (feet)  COMP
 LM0444  MODELED GRAV-     979,609.1   (mgal)                       NAVD 88
 LM0444
 LM0444  VERT ORDER  -  SECOND    CLASS 0
 LM0444
 LM0444.The horizontal coordinates were scaled from a topographic map and have
 LM0444.an estimated accuracy of +/- 6 seconds.
 LM0444
 LM0444.The orthometric height was determined by differential leveling
 LM0444.and adjusted by the National Geodetic Survey in June 1991..
 LM0444
 LM0444.The geoid height was determined by GEOID03.
 LM0444
 LM0444.The dynamic height is computed by dividing the NAVD 88
 LM0444.geopotential number by the normal gravity value computed on the
 LM0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0444.degrees latitude (g = 980.6199 gals.).
 LM0444
 LM0444.The modeled gravity was interpolated from observed gravity values.
 LM0444
 LM0444;                    North         East    Units  Estimated Accuracy
 LM0444;SPC CO N     -   422,290.      734,870.      MT  (+/- 180 meters Scaled)
 LM0444
 LM0444                          SUPERSEDED SURVEY CONTROL
 LM0444
 LM0444  NGVD 29 (??/??/92) 1900.352  (m)         6234.74   (f) ADJ UNCH    2 0
 LM0444
 LM0444.Superseded values are not recommended for survey control.
 LM0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0444.See file dsdata.txt to determine how the superseded data were derived.
 LM0444
 LM0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE780723(NAD 83)
 LM0444_MARKER: P = PIPE CAP
 LM0444_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LM0444_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LM0444_STAMPING: 6237
 LM0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0444
 LM0444  HISTORY     - Date     Condition        Report By
 LM0444  HISTORY     - UNK      MONUMENTED       USGS
 LM0444  HISTORY     - 1934     GOOD             NGS
 LM0444
 LM0444                          STATION DESCRIPTION
 LM0444
 LM0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LM0444'0.25 MI W FROM HAMILTON.
 LM0444'AT THE WEST END OF HAMILTON, MOFFAT COUNTY, ABOUT 0.25 MILE WEST OF
 LM0444'STATE HIGHWAY 13, ABOUT 80 FEET SOUTHWEST OF THE RIVER, AND ABOUT 80
 LM0444'FEET NORTH OF A ROAD CURVE.  A UNITED STATES GEOLOGICAL SURVEY
 LM0444'STANDARD CAP, STAMPED 6237 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 LM0444'PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0477 ***********************************************************************
 LM0477  DESIGNATION -  6240
 LM0477  PID         -  LM0477
 LM0477  STATE/COUNTY-  CO/RIO BLANCO
 LM0477  USGS QUAD   -  MEEKER (1966)
 LM0477
 LM0477                         *CURRENT SURVEY CONTROL
 LM0477  ___________________________________________________________________
 LM0477* NAD 83(1986)-  40 02 14.     (N)    107 54 46.     (W)     SCALED    
 LM0477* NAVD 88     -      1902.819  (meters)    6242.83   (feet)  ADJUSTED  
 LM0477  ___________________________________________________________________
 LM0477  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 LM0477  DYNAMIC HT  -        1900.897 (meters)    6236.53  (feet)  COMP
 LM0477  MODELED GRAV-     979,548.7   (mgal)                       NAVD 88
 LM0477
 LM0477  VERT ORDER  -  SECOND    CLASS 0
 LM0477
 LM0477.The horizontal coordinates were scaled from a topographic map and have
 LM0477.an estimated accuracy of +/- 6 seconds.
 LM0477
 LM0477.The orthometric height was determined by differential leveling
 LM0477.and adjusted by the National Geodetic Survey in June 1991..
 LM0477.WARNING-Repeat measurements at this control monument indicate possible
 LM0477.vertical movement.
 LM0477
 LM0477.The geoid height was determined by GEOID03.
 LM0477
 LM0477.The dynamic height is computed by dividing the NAVD 88
 LM0477.geopotential number by the normal gravity value computed on the
 LM0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0477.degrees latitude (g = 980.6199 gals.).
 LM0477
 LM0477.The modeled gravity was interpolated from observed gravity values.
 LM0477
 LM0477;                    North         East    Units  Estimated Accuracy
 LM0477;SPC CO N     -   385,760.      708,510.      MT  (+/- 180 meters Scaled)
 LM0477
 LM0477                          SUPERSEDED SURVEY CONTROL
 LM0477
 LM0477  NGVD 29 (??/??/92) 1901.522  (m)         6238.58   (f) ADJ UNCH    2 0
 LM0477
 LM0477.Superseded values are not recommended for survey control.
 LM0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0477.See file dsdata.txt to determine how the superseded data were derived.
 LM0477
 LM0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE514359(NAD 83)
 LM0477_MARKER: DD = SURVEY DISK
 LM0477_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LM0477_SP_SET: BUILDING
 LM0477_STAMPING: 6240 1910
 LM0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LM0477_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LM0477+SATELLITE: SATELLITE OBSERVATIONS - July 03, 1998
 LM0477
 LM0477  HISTORY     - Date     Condition        Report By
 LM0477  HISTORY     - 1910     MONUMENTED       USGS
 LM0477  HISTORY     - 1966     GOOD             NGS
 LM0477  HISTORY     - 19980703 GOOD             NGS
 LM0477
 LM0477                          STATION DESCRIPTION
 LM0477
 LM0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 LM0477'IN MEEKER.
 LM0477'AT MEEKER, ALONG MAIN STREET, SET VERTCIALLY IN THE NORTH WALL OF THE
 LM0477'MEEKER HOTEL BUILDING, 130 FEET EAST OF THE EAST CURB OF SIXTH STREET,
 LM0477'4.5 FEET WEST OF THE CENTER OF THE MAIN ENTRANCE TO THE HOTEL, ABOUT 3
 LM0477'FEET ABOVE THE SIDEWALK.
 LM0477
 LM0477                          STATION RECOVERY (1998)
 LM0477
 LM0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DW)
 LM0477'USAF GRAVITY DISK OF STATION 'MEEKER' IS 98 MM BELOW BM ON OLD
 LM0477'SIDEWALK LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0215 ***********************************************************************
 JK0215  DESIGNATION -  6260.8 RESET
 JK0215  PID         -  JK0215
 JK0215  STATE/COUNTY-  CO/EL PASO
 JK0215  USGS QUAD   -  ELSMERE (1994)
 JK0215
 JK0215                         *CURRENT SURVEY CONTROL
 JK0215  ___________________________________________________________________
 JK0215* NAD 83(1986)-  38 50 10.     (N)    104 42 04.     (W)     SCALED    
 JK0215* NAVD 88     -      1909.114  (meters)    6263.48   (feet)  ADJUSTED  
 JK0215  ___________________________________________________________________
 JK0215  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 JK0215  DYNAMIC HT  -        1907.029 (meters)    6256.64  (feet)  COMP
 JK0215  MODELED GRAV-     979,468.1   (mgal)                       NAVD 88
 JK0215
 JK0215  VERT ORDER  -  SECOND    CLASS 0
 JK0215
 JK0215.The horizontal coordinates were scaled from a topographic map and have
 JK0215.an estimated accuracy of +/- 6 seconds.
 JK0215
 JK0215.The orthometric height was determined by differential leveling
 JK0215.and adjusted by the National Geodetic Survey in June 1991..
 JK0215
 JK0215.The geoid height was determined by GEOID03.
 JK0215
 JK0215.The dynamic height is computed by dividing the NAVD 88
 JK0215.geopotential number by the normal gravity value computed on the
 JK0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0215.degrees latitude (g = 980.6199 gals.).
 JK0215
 JK0215.The modeled gravity was interpolated from observed gravity values.
 JK0215
 JK0215;                    North         East    Units  Estimated Accuracy
 JK0215;SPC CO C     -   416,420.      983,760.      MT  (+/- 180 meters Scaled)
 JK0215
 JK0215                          SUPERSEDED SURVEY CONTROL
 JK0215
 JK0215  NGVD 29 (??/??/92) 1908.036  (m)         6259.95   (f) ADJ UNCH    2 0
 JK0215
 JK0215.Superseded values are not recommended for survey control.
 JK0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0215.See file dsdata.txt to determine how the superseded data were derived.
 JK0215
 JK0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC259986(NAD 83)
 JK0215_MARKER: DD = SURVEY DISK
 JK0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0215_STAMPING: RESET 1942
 JK0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0215+STABILITY: SURFACE MOTION
 JK0215
 JK0215  HISTORY     - Date     Condition        Report By
 JK0215  HISTORY     - 1942     MONUMENTED       COGS
 JK0215  HISTORY     - 1953     GOOD             NGS
 JK0215  HISTORY     - 1964     GOOD             LOCSUR
 JK0215  HISTORY     - 19970805 MARK NOT FOUND   USPSQD
 JK0215
 JK0215                          STATION DESCRIPTION
 JK0215
 JK0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0215'6.9 MI E FROM COLORADO SPRINGS.
 JK0215'6.7 MILES EAST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE AT
 JK0215'COLORADO SPRINGS, THENCE 0.2 MILE SOUTH ALONG THE PETERSON FIELD
 JK0215'ROAD, 41 FEET EAST OF THE CENTER LINE OF THE ROAD, 12.5 FEET
 JK0215'SOUTHEAST OF THE EAST END OF A 24 INCH CONCRETE PIPE CULVERT, 12
 JK0215'FEET SOUTHWEST OF A POWER POLE, 3 FEET WEST OF A FENCE, 3 FEET
 JK0215'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS
 JK0215'FLUSH WITH THE GROUND.
 JK0215
 JK0215                          STATION RECOVERY (1964)
 JK0215
 JK0215'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1964
 JK0215'RECOVERED IN GOOD CONDITION.
 JK0215
 JK0215                          STATION RECOVERY (1997)
 JK0215
 JK0215'RECOVERY NOTE BY US POWER SQUADRON 1997
 JK0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0067 ***********************************************************************
 JM0067  DESIGNATION -  6265
 JM0067  PID         -  JM0067
 JM0067  STATE/COUNTY-  CO/MONTROSE
 JM0067  USGS QUAD   -  REDVALE (1994)
 JM0067
 JM0067                         *CURRENT SURVEY CONTROL
 JM0067  ___________________________________________________________________
 JM0067* NAD 83(1986)-  38 11 59.     (N)    108 26 47.     (W)     SCALED    
 JM0067* NAVD 88     -      1910.114  (meters)    6266.77   (feet)  ADJUSTED  
 JM0067  ___________________________________________________________________
 JM0067  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 JM0067  DYNAMIC HT  -        1907.839 (meters)    6259.30  (feet)  COMP
 JM0067  MODELED GRAV-     979,371.0   (mgal)                       NAVD 88
 JM0067
 JM0067  VERT ORDER  -  SECOND    CLASS 0
 JM0067
 JM0067.The horizontal coordinates were scaled from a topographic map and have
 JM0067.an estimated accuracy of +/- 6 seconds.
 JM0067
 JM0067.The orthometric height was determined by differential leveling
 JM0067.and adjusted by the National Geodetic Survey in June 1991..
 JM0067
 JM0067.The geoid height was determined by GEOID03.
 JM0067
 JM0067.The dynamic height is computed by dividing the NAVD 88
 JM0067.geopotential number by the normal gravity value computed on the
 JM0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0067.degrees latitude (g = 980.6199 gals.).
 JM0067
 JM0067.The modeled gravity was interpolated from observed gravity values.
 JM0067
 JM0067;                    North         East    Units  Estimated Accuracy
 JM0067;SPC CO S     -   479,020.      656,370.      MT  (+/- 180 meters Scaled)
 JM0067
 JM0067                          SUPERSEDED SURVEY CONTROL
 JM0067
 JM0067  NGVD 29 (??/??/92) 1908.834  (m)         6262.57   (f) ADJ UNCH    2 0
 JM0067
 JM0067.Superseded values are not recommended for survey control.
 JM0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0067.See file dsdata.txt to determine how the superseded data were derived.
 JM0067
 JM0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH236310(NAD 83)
 JM0067_MARKER: DD = SURVEY DISK
 JM0067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JM0067_SP_SET: IRON POST
 JM0067_STAMPING: 6265
 JM0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0067
 JM0067  HISTORY     - Date     Condition        Report By
 JM0067  HISTORY     - UNK      MONUMENTED       USGS
 JM0067  HISTORY     - 1934     GOOD             NGS
 JM0067
 JM0067                          STATION DESCRIPTION
 JM0067
 JM0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JM0067'2.8 MI NW FROM REDVALE.
 JM0067'2.8 MILES NORTHWEST OF, ALONG STATE HWY. 145, FROM REDVALE POST
 JM0067'OFFICE.  ABOUT 450 FEET EAST OF SOUTHEAST CORNER OF SHENANDOAH GRADE
 JM0067'SCHOOL.  300 FEET NORTH OF HARRY J. BROWNS FARM HOUSE.  115 FEET WEST
 JM0067'OF CENTERLINE OF STATE HWY. 145.  100 FEET WEST OF SOUTHWEST END OF
 JM0067'CONCRETE CULVERT UNDER HWY.  4.5 FEET SOUTH OF SOUTHEAST CORNER OF OLD
 JM0067'STORE.  IRON POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0168 ***********************************************************************
 HL0168  DESIGNATION -  6267
 HL0168  PID         -  HL0168
 HL0168  STATE/COUNTY-  CO/ARCHULETA
 HL0168  USGS QUAD   -  PAGOSA JUNCTION (1984)
 HL0168
 HL0168                         *CURRENT SURVEY CONTROL
 HL0168  ___________________________________________________________________
 HL0168* NAD 83(1986)-  37 02 17.     (N)    107 11 57.     (W)     SCALED    
 HL0168* NAVD 88     -      1910.801  (meters)    6269.02   (feet)  ADJUSTED  
 HL0168  ___________________________________________________________________
 HL0168  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 HL0168  DYNAMIC HT  -        1908.333 (meters)    6260.92  (feet)  COMP
 HL0168  MODELED GRAV-     979,272.3   (mgal)                       NAVD 88
 HL0168
 HL0168  VERT ORDER  -  FIRST     CLASS II
 HL0168
 HL0168.The horizontal coordinates were scaled from a topographic map and have
 HL0168.an estimated accuracy of +/- 6 seconds.
 HL0168
 HL0168.The orthometric height was determined by differential leveling
 HL0168.and adjusted by the National Geodetic Survey in June 1991..
 HL0168
 HL0168.The geoid height was determined by GEOID03.
 HL0168
 HL0168.The dynamic height is computed by dividing the NAVD 88
 HL0168.geopotential number by the normal gravity value computed on the
 HL0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0168.degrees latitude (g = 980.6199 gals.).
 HL0168
 HL0168.The modeled gravity was interpolated from observed gravity values.
 HL0168
 HL0168;                    North         East    Units  Estimated Accuracy
 HL0168;SPC CO S     -   347,390.      763,230.      MT  (+/- 180 meters Scaled)
 HL0168
 HL0168                          SUPERSEDED SURVEY CONTROL
 HL0168
 HL0168  NGVD 29 (??/??/92) 1909.564  (m)         6264.96   (f) ADJ UNCH    1 2
 HL0168
 HL0168.Superseded values are not recommended for survey control.
 HL0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0168.See file dsdata.txt to determine how the superseded data were derived.
 HL0168
 HL0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB044013(NAD 83)
 HL0168_MARKER: DD = SURVEY DISK
 HL0168_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HL0168_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HL0168_STAMPING: 6266.848
 HL0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0168
 HL0168  HISTORY     - Date     Condition        Report By
 HL0168  HISTORY     - UNK      MONUMENTED       USGS
 HL0168  HISTORY     - 1934     GOOD             NGS
 HL0168
 HL0168                          STATION DESCRIPTION
 HL0168
 HL0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HL0168'IN PAGOSA JUNCTION.
 HL0168'IN S. WEST CORNER OF THE FRONT YARD OF W. ZABRISKIE STORE AND
 HL0168'RESIDENCE.  150 FT NORTH OF THE CENTER LINE OF THE D.R.G. AND WESTERN
 HL0168'R.R. TRACK.  200.0 FT NO. WEST OF THE RAILROAD STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0441 ***********************************************************************
 KL0441  DESIGNATION -  6267
 KL0441  PID         -  KL0441
 KL0441  STATE/COUNTY-  CO/EAGLE
 KL0441  USGS QUAD   -  GYPSUM (1987)
 KL0441
 KL0441                         *CURRENT SURVEY CONTROL
 KL0441  ___________________________________________________________________
 KL0441* NAD 83(1986)-  39 38 50.     (N)    106 59 21.     (W)     SCALED    
 KL0441* NAVD 88     -      1910.963  (meters)    6269.55   (feet)  ADJUSTED  
 KL0441  ___________________________________________________________________
 KL0441  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 KL0441  DYNAMIC HT  -        1908.927 (meters)    6262.87  (feet)  COMP
 KL0441  MODELED GRAV-     979,494.2   (mgal)                       NAVD 88
 KL0441
 KL0441  VERT ORDER  -  SECOND    CLASS 0
 KL0441
 KL0441.The horizontal coordinates were scaled from a topographic map and have
 KL0441.an estimated accuracy of +/- 6 seconds.
 KL0441
 KL0441.The orthometric height was determined by differential leveling
 KL0441.and adjusted by the National Geodetic Survey in June 1991..
 KL0441
 KL0441.The geoid height was determined by GEOID03.
 KL0441
 KL0441.The dynamic height is computed by dividing the NAVD 88
 KL0441.geopotential number by the normal gravity value computed on the
 KL0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0441.degrees latitude (g = 980.6199 gals.).
 KL0441
 KL0441.The modeled gravity was interpolated from observed gravity values.
 KL0441
 KL0441;                    North         East    Units  Estimated Accuracy
 KL0441;SPC CO C     -   507,210.      786,590.      MT  (+/- 180 meters Scaled)
 KL0441
 KL0441                          SUPERSEDED SURVEY CONTROL
 KL0441
 KL0441  NGVD 29 (??/??/92) 1909.664  (m)         6265.29   (f) ADJ UNCH    2 0
 KL0441
 KL0441.Superseded values are not recommended for survey control.
 KL0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0441.See file dsdata.txt to determine how the superseded data were derived.
 KL0441
 KL0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD293904(NAD 83)
 KL0441_MARKER: DD = SURVEY DISK
 KL0441_SETTING: 80 = SET IN A BOULDER
 KL0441_SP_SET: BOULDER
 KL0441_STAMPING: 6267
 KL0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0441+STABILITY: SURFACE MOTION
 KL0441
 KL0441  HISTORY     - Date     Condition        Report By
 KL0441  HISTORY     - UNK      MONUMENTED       USGS
 KL0441  HISTORY     - 1938     GOOD             NGS
 KL0441
 KL0441                          STATION DESCRIPTION
 KL0441
 KL0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KL0441'2.2 MI W FROM GYPSUM.
 KL0441'2.2 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KL0441'GYPSUM, EAGLE COUNTY, 190 FEET SOUTHWEST OF MILEPOST 238, 69 FEET
 KL0441'SOUTH OF THE CENTERLINE OF THE TRACK, 23 FEET NORTH OF THE
 KL0441'RIGHT-OF-WAY FENCE, IN A LARGE GRANITE BOULDER, AND 8 FEET HIGHER THAN
 KL0441'THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 KL0441'6267.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0449 ***********************************************************************
 LM0449  DESIGNATION -  6272
 LM0449  PID         -  LM0449
 LM0449  STATE/COUNTY-  CO/MOFFAT
 LM0449  USGS QUAD   -  MONUMENT BUTTE (1966)
 LM0449
 LM0449                         *CURRENT SURVEY CONTROL
 LM0449  ___________________________________________________________________
 LM0449* NAD 83(1986)-  40 20 05.     (N)    107 42 25.     (W)     SCALED    
 LM0449* NAVD 88     -      1912.216  (meters)    6273.66   (feet)  ADJUSTED  
 LM0449  ___________________________________________________________________
 LM0449  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 LM0449  DYNAMIC HT  -        1910.396 (meters)    6267.69  (feet)  COMP
 LM0449  MODELED GRAV-     979,605.8   (mgal)                       NAVD 88
 LM0449
 LM0449  VERT ORDER  -  SECOND    CLASS 0
 LM0449
 LM0449.The horizontal coordinates were scaled from a topographic map and have
 LM0449.an estimated accuracy of +/- 6 seconds.
 LM0449
 LM0449.The orthometric height was determined by differential leveling
 LM0449.and adjusted by the National Geodetic Survey in June 1991..
 LM0449
 LM0449.The geoid height was determined by GEOID03.
 LM0449
 LM0449.The dynamic height is computed by dividing the NAVD 88
 LM0449.geopotential number by the normal gravity value computed on the
 LM0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0449.degrees latitude (g = 980.6199 gals.).
 LM0449
 LM0449.The modeled gravity was interpolated from observed gravity values.
 LM0449
 LM0449;                    North         East    Units  Estimated Accuracy
 LM0449;SPC CO N     -   418,320.      726,890.      MT  (+/- 180 meters Scaled)
 LM0449
 LM0449                          SUPERSEDED SURVEY CONTROL
 LM0449
 LM0449  NGVD 29 (??/??/92) 1911.013  (m)         6269.72   (f) ADJ UNCH    2 0
 LM0449
 LM0449.Superseded values are not recommended for survey control.
 LM0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0449.See file dsdata.txt to determine how the superseded data were derived.
 LM0449
 LM0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE700684(NAD 83)
 LM0449_MARKER: DD = SURVEY DISK
 LM0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0449_SP_SET: STONE POST
 LM0449_STAMPING: 6272
 LM0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0449+STABILITY: SURFACE MOTION
 LM0449
 LM0449  HISTORY     - Date     Condition        Report By
 LM0449  HISTORY     - UNK      MONUMENTED       USGS
 LM0449  HISTORY     - 1934     GOOD             NGS
 LM0449  HISTORY     - 1963     MARK NOT FOUND   USGS
 LM0449
 LM0449                          STATION DESCRIPTION
 LM0449
 LM0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LM0449'1.1 MI SW FROM ILES GROVE.
 LM0449'1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 13 FROM ILES GROVE, MOFFAT
 LM0449'COUNTY, AT ILES RANCH, ABOUT 135 FEET WEST OF THE ROW OF POLES LEADING
 LM0449'TO THE RANCH, 10 FEET WEST OF THE CENTER LINE OF THE GATEWAY TO THE
 LM0449'RANCH, 10 FEET WEST OF THE CENTER LINE OF THE GATEWAY TO THE RANCH, 8
 LM0449'FEET EAST OF THE CENTER LINE OF A CATTLE GUARD, 30 FEET NORTH OF THE
 LM0449'CENTER LINE OF THE HIGHWAY, AND 0.5 FEET SOUTH OF A FENCE. A UNITED
 LM0449'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 6272 AND SET IN THE
 LM0449'TOP OF A STONE POST.
 LM0449
 LM0449                          STATION RECOVERY (1963)
 LM0449
 LM0449'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LM0449'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0528 ***********************************************************************
 KL0528  DESIGNATION -  6278
 KL0528  PID         -  KL0528
 KL0528  STATE/COUNTY-  CO/GARFIELD
 KL0528  USGS QUAD   -  CARBONDALE (1987)
 KL0528
 KL0528                         *CURRENT SURVEY CONTROL
 KL0528  ___________________________________________________________________
 KL0528* NAD 83(1986)-  39 23 58.     (N)    107 09 14.     (W)     SCALED    
 KL0528* NAVD 88     -      1914.232  (meters)    6280.28   (feet)  ADJUSTED  
 KL0528  ___________________________________________________________________
 KL0528  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 KL0528  DYNAMIC HT  -        1912.112 (meters)    6273.32  (feet)  COMP
 KL0528  MODELED GRAV-     979,453.2   (mgal)                       NAVD 88
 KL0528
 KL0528  VERT ORDER  -  SECOND    CLASS 0
 KL0528
 KL0528.The horizontal coordinates were scaled from a topographic map and have
 KL0528.an estimated accuracy of +/- 6 seconds.
 KL0528
 KL0528.The orthometric height was determined by differential leveling
 KL0528.and adjusted by the National Geodetic Survey in June 1991..
 KL0528
 KL0528.The geoid height was determined by GEOID03.
 KL0528
 KL0528.The dynamic height is computed by dividing the NAVD 88
 KL0528.geopotential number by the normal gravity value computed on the
 KL0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0528.degrees latitude (g = 980.6199 gals.).
 KL0528
 KL0528.The modeled gravity was interpolated from observed gravity values.
 KL0528
 KL0528;                    North         East    Units  Estimated Accuracy
 KL0528;SPC CO C     -   479,950.      771,960.      MT  (+/- 180 meters Scaled)
 KL0528
 KL0528                          SUPERSEDED SURVEY CONTROL
 KL0528
 KL0528  NGVD 29 (??/??/92) 1912.864  (m)         6275.79   (f) ADJ UNCH    2 0
 KL0528
 KL0528.Superseded values are not recommended for survey control.
 KL0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0528.See file dsdata.txt to determine how the superseded data were derived.
 KL0528
 KL0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD145633(NAD 83)
 KL0528_MARKER: DD = SURVEY DISK
 KL0528_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KL0528_SP_SET: ABUTMENT
 KL0528_STAMPING: 6278 1909
 KL0528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0528
 KL0528  HISTORY     - Date     Condition        Report By
 KL0528  HISTORY     - 1909     MONUMENTED       USGS
 KL0528
 KL0528                          STATION DESCRIPTION
 KL0528
 KL0528'DESCRIBED BY US GEOLOGICAL SURVEY 1909
 KL0528'3.0 MI E FROM CARBONDALE.
 KL0528'3 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KL0528'CARBONDALE, GARFIELD COUNTY, 90 FEET NORTH OF THE TRACK, AT A HIGHWAY
 KL0528'BRIDGE OVER ROARING FORK, AND IN THE EAST END OF THE SOUTH ABUTMENT A
 KL0528'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 6278 1909.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0357 ***********************************************************************
 LM0357  DESIGNATION -  6325
 LM0357  PID         -  LM0357
 LM0357  STATE/COUNTY-  CO/ROUTT
 LM0357  USGS QUAD   -  HAYDEN (1973)
 LM0357
 LM0357                         *CURRENT SURVEY CONTROL
 LM0357  ___________________________________________________________________
 LM0357* NAD 83(1986)-  40 29 51.     (N)    107 20 42.     (W)     SCALED    
 LM0357* NAVD 88     -      1928.394  (meters)    6326.74   (feet)  ADJUSTED  
 LM0357  ___________________________________________________________________
 LM0357  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 LM0357  DYNAMIC HT  -        1926.540 (meters)    6320.66  (feet)  COMP
 LM0357  MODELED GRAV-     979,595.8   (mgal)                       NAVD 88
 LM0357
 LM0357  VERT ORDER  -  FIRST     CLASS II
 LM0357
 LM0357.The horizontal coordinates were scaled from a topographic map and have
 LM0357.an estimated accuracy of +/- 6 seconds.
 LM0357
 LM0357.The orthometric height was determined by differential leveling
 LM0357.and adjusted by the National Geodetic Survey in June 1991..
 LM0357
 LM0357.The geoid height was determined by GEOID03.
 LM0357
 LM0357.The dynamic height is computed by dividing the NAVD 88
 LM0357.geopotential number by the normal gravity value computed on the
 LM0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0357.degrees latitude (g = 980.6199 gals.).
 LM0357
 LM0357.The modeled gravity was interpolated from observed gravity values.
 LM0357
 LM0357;                    North         East    Units  Estimated Accuracy
 LM0357;SPC CO N     -   435,690.      758,020.      MT  (+/- 180 meters Scaled)
 LM0357
 LM0357                          SUPERSEDED SURVEY CONTROL
 LM0357
 LM0357  NGVD 29 (??/??/92) 1927.166  (m)         6322.71   (f) ADJ UNCH    1 2
 LM0357
 LM0357.Superseded values are not recommended for survey control.
 LM0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0357.See file dsdata.txt to determine how the superseded data were derived.
 LM0357
 LM0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE012856(NAD 83)
 LM0357_MARKER: DD = SURVEY DISK
 LM0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0357_SP_SET: STONE POST
 LM0357_STAMPING: 6325
 LM0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0357+STABILITY: SURFACE MOTION
 LM0357
 LM0357  HISTORY     - Date     Condition        Report By
 LM0357  HISTORY     - UNK      MONUMENTED       USGS
 LM0357  HISTORY     - 1933     GOOD             NGS
 LM0357
 LM0357                          STATION DESCRIPTION
 LM0357
 LM0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LM0357'4.4 MI W FROM HAYDEN.
 LM0357'4.4 MILES WEST OF HAYDEN, ABOUT 0.3 MILE NORTH OF THE DENVER AND SALT
 LM0357'LAKE RAILWAY CROSSING AT CARY RANCH, 60 FEET WEST OF THE CENTER LINE
 LM0357'OF THE ROAD LEADING THROUGH CARY RANCH TO NEW U.S. HIGHWAY 40 AND THE
 LM0357'OLD CRAIG-HAYDEN ROAD, 45 FEET SOUTH OF THE CENTER LINE OF THE OLD
 LM0357'CRAIG-HAYDEN ROAD, AND AT THE NORTHEAST CORNER OF A FENCE, AND SET IN
 LM0357'THE TOP OF A STONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0440 ***********************************************************************
 KL0440  DESIGNATION -  6334 RESET
 KL0440  PID         -  KL0440
 KL0440  STATE/COUNTY-  CO/EAGLE
 KL0440  USGS QUAD   -  GYPSUM (1987)
 KL0440
 KL0440                         *CURRENT SURVEY CONTROL
 KL0440  ___________________________________________________________________
 KL0440* NAD 83(1986)-  39 38 41.     (N)    106 57 09.     (W)     SCALED    
 KL0440* NAVD 88     -      1931.878  (meters)    6338.17   (feet)  ADJUSTED  
 KL0440  ___________________________________________________________________
 KL0440  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 KL0440  DYNAMIC HT  -        1929.814 (meters)    6331.40  (feet)  COMP
 KL0440  MODELED GRAV-     979,490.3   (mgal)                       NAVD 88
 KL0440
 KL0440  VERT ORDER  -  SECOND    CLASS 0
 KL0440
 KL0440.The horizontal coordinates were scaled from a topographic map and have
 KL0440.an estimated accuracy of +/- 6 seconds.
 KL0440
 KL0440.The orthometric height was determined by differential leveling
 KL0440.and adjusted by the National Geodetic Survey in June 1991..
 KL0440
 KL0440.The geoid height was determined by GEOID03.
 KL0440
 KL0440.The dynamic height is computed by dividing the NAVD 88
 KL0440.geopotential number by the normal gravity value computed on the
 KL0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0440.degrees latitude (g = 980.6199 gals.).
 KL0440
 KL0440.The modeled gravity was interpolated from observed gravity values.
 KL0440
 KL0440;                    North         East    Units  Estimated Accuracy
 KL0440;SPC CO C     -   506,880.      789,740.      MT  (+/- 180 meters Scaled)
 KL0440
 KL0440                          SUPERSEDED SURVEY CONTROL
 KL0440
 KL0440  NGVD 29 (??/??/92) 1930.576  (m)         6333.90   (f) ADJ UNCH    2 0
 KL0440
 KL0440.Superseded values are not recommended for survey control.
 KL0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0440.See file dsdata.txt to determine how the superseded data were derived.
 KL0440
 KL0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD324901(NAD 83)
 KL0440_MARKER: DD = SURVEY DISK
 KL0440_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KL0440_SP_SET: STEP
 KL0440_STAMPING: 6334
 KL0440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0440
 KL0440  HISTORY     - Date     Condition        Report By
 KL0440  HISTORY     - UNK      MONUMENTED       USGS
 KL0440  HISTORY     - 1938     GOOD             NGS
 KL0440
 KL0440                          STATION DESCRIPTION
 KL0440
 KL0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KL0440'IN GYPSUM.
 KL0440'AT GYPSUM, EAGLE COUNTY, AT THE GRADE SCHOOL, IN THE TOP STEP OF THE
 KL0440'NORTH ENTRANCE, 4 FEET EAST OF THE CENTER OF THE STEPS, AND 3 FEET
 KL0440'ABOVE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 KL0440'STAMPED 6334.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0471 ***********************************************************************
 LM0471  DESIGNATION -  6385.02
 LM0471  PID         -  LM0471
 LM0471  STATE/COUNTY-  CO/RIO BLANCO
 LM0471  USGS QUAD   -  RATTLESNAKE MESA (1966)
 LM0471
 LM0471                         *CURRENT SURVEY CONTROL
 LM0471  ___________________________________________________________________
 LM0471* NAD 83(1986)-  40 03 31.     (N)    107 52 09.     (W)     SCALED    
 LM0471* NAVD 88     -      1947.548  (meters)    6389.58   (feet)  ADJUSTED  
 LM0471  ___________________________________________________________________
 LM0471  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 LM0471  DYNAMIC HT  -        1945.588 (meters)    6383.15  (feet)  COMP
 LM0471  MODELED GRAV-     979,550.4   (mgal)                       NAVD 88
 LM0471
 LM0471  VERT ORDER  -  SECOND    CLASS 0
 LM0471
 LM0471.The horizontal coordinates were scaled from a topographic map and have
 LM0471.an estimated accuracy of +/- 6 seconds.
 LM0471
 LM0471.The orthometric height was determined by differential leveling
 LM0471.and adjusted by the National Geodetic Survey in June 1991..
 LM0471
 LM0471.The geoid height was determined by GEOID03.
 LM0471
 LM0471.The dynamic height is computed by dividing the NAVD 88
 LM0471.geopotential number by the normal gravity value computed on the
 LM0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0471.degrees latitude (g = 980.6199 gals.).
 LM0471
 LM0471.The modeled gravity was interpolated from observed gravity values.
 LM0471
 LM0471;                    North         East    Units  Estimated Accuracy
 LM0471;SPC CO N     -   388,030.      712,290.      MT  (+/- 180 meters Scaled)
 LM0471
 LM0471                          SUPERSEDED SURVEY CONTROL
 LM0471
 LM0471  NGVD 29 (??/??/92) 1946.254  (m)         6385.34   (f) ADJ UNCH    2 0
 LM0471
 LM0471.Superseded values are not recommended for survey control.
 LM0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0471.See file dsdata.txt to determine how the superseded data were derived.
 LM0471
 LM0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE552382(NAD 83)
 LM0471_MARKER: DD = SURVEY DISK
 LM0471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0471_SP_SET: CULVERT
 LM0471_STAMPING: FO 18-1(11) 217+39.8 6385.02
 LM0471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0471
 LM0471  HISTORY     - Date     Condition        Report By
 LM0471  HISTORY     - UNK      MONUMENTED       CODH
 LM0471  HISTORY     - 1966     GOOD             NGS
 LM0471
 LM0471                          STATION DESCRIPTION
 LM0471
 LM0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 LM0471'3.3 MI NE FROM MEEKER.
 LM0471'3.3 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE FIRE STATION IN
 LM0471'MEEKER, IN THE TOP AND 1.2 FEET SOUTH OF THE NORTH END OF THE EAST
 LM0471'HEAD WALL OF A TRIPPLE CONCRETE BOX CULVERT, 29.5 FEET EAST OF THE
 LM0471'CENTER LINE OF THE HIGHWAY AND ABOUT 4 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0351 ***********************************************************************
 JL0351  DESIGNATION -  6387
 JL0351  PID         -  JL0351
 JL0351  STATE/COUNTY-  CO/OURAY
 JL0351  USGS QUAD   -  COLONA (1983)
 JL0351
 JL0351                         *CURRENT SURVEY CONTROL
 JL0351  ___________________________________________________________________
 JL0351* NAD 83(1986)-  38 19 33.     (N)    107 46 49.     (W)     SCALED    
 JL0351* NAVD 88     -      1947.463  (meters)    6389.30   (feet)  POSTED    
 JL0351  ___________________________________________________________________
 JL0351  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 JL0351  DYNAMIC HT  -        1945.200 (meters)    6381.88  (feet)  COMP
 JL0351  MODELED GRAV-     979,395.8   (mgal)                       NAVD 88
 JL0351
 JL0351  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JL0351
 JL0351.The horizontal coordinates were scaled from a topographic map and have
 JL0351.an estimated accuracy of +/- 6 seconds.
 JL0351
 JL0351.The orthometric height was determined by differential leveling
 JL0351.and adjusted by the National Geodetic Survey in 1992..
 JL0351.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JL0351.rate of 1.1 thru 2.0 mm/km.
 JL0351
 JL0351.The geoid height was determined by GEOID03.
 JL0351
 JL0351.The dynamic height is computed by dividing the NAVD 88
 JL0351.geopotential number by the normal gravity value computed on the
 JL0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0351.degrees latitude (g = 980.6199 gals.).
 JL0351
 JL0351.The modeled gravity was interpolated from observed gravity values.
 JL0351
 JL0351;                    North         East    Units  Estimated Accuracy
 JL0351;SPC CO S     -   491,380.      715,030.      MT  (+/- 180 meters Scaled)
 JL0351
 JL0351                          SUPERSEDED SURVEY CONTROL
 JL0351
 JL0351  NGVD 29 (??/??/92) 1946.162  (m)         6385.03   (f) ADJ UNCH    1 2
 JL0351
 JL0351.Superseded values are not recommended for survey control.
 JL0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0351.See file dsdata.txt to determine how the superseded data were derived.
 JL0351
 JL0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC569456(NAD 83)
 JL0351_MARKER: DD = SURVEY DISK
 JL0351_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JL0351_SP_SET: FOUNDATION
 JL0351_STAMPING: 6385.033
 JL0351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0351
 JL0351  HISTORY     - Date     Condition        Report By
 JL0351  HISTORY     - UNK      MONUMENTED       USGS
 JL0351  HISTORY     - 1928     GOOD             NGS
 JL0351  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0351
 JL0351                          STATION DESCRIPTION
 JL0351
 JL0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 JL0351'13.5 MI NW FROM RIDGWAY.
 JL0351'ABOUT 13.5 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 JL0351'RAILROAD FROM THE STATION AT RIDGWAY, OURAY COUNTY, ABOUT 400 FEET
 JL0351'WEST OF THE STATION AT COLONA, IN THE NORTH (FRONT) WALL OF THE BRICK
 JL0351'BUILDING OWNED BY E.A. HOTCHKISS AND OCCUPIED BY THE COLONA MERCANTILE
 JL0351'CO., 1.5 FEET FROM THE NORTHEAST CORNER, ABOUT 1 FOOT ABOVE THE STONE
 JL0351'FOUNDATION, AND ABOUT 3-1/2 FEET HIGHER THAN THE GROUND. A UNITED
 JL0351'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 6385.033 AND SET
 JL0351'VERTICALLY.
 JL0351
 JL0351                          STATION RECOVERY (1984)
 JL0351
 JL0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0351'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0235 ***********************************************************************
 JK0235  DESIGNATION -  6390
 JK0235  PID         -  JK0235
 JK0235  STATE/COUNTY-  CO/EL PASO
 JK0235  USGS QUAD   -  ELSMERE (1994)
 JK0235
 JK0235                         *CURRENT SURVEY CONTROL
 JK0235  ___________________________________________________________________
 JK0235* NAD 83(1986)-  38 52 08.     (N)    104 43 13.     (W)     SCALED    
 JK0235* NAVD 88     -      1948.474  (meters)    6392.62   (feet)  ADJUSTED  
 JK0235  ___________________________________________________________________
 JK0235  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 JK0235  DYNAMIC HT  -        1946.329 (meters)    6385.58  (feet)  COMP
 JK0235  MODELED GRAV-     979,458.1   (mgal)                       NAVD 88
 JK0235
 JK0235  VERT ORDER  -  SECOND    CLASS 0
 JK0235
 JK0235.The horizontal coordinates were scaled from a topographic map and have
 JK0235.an estimated accuracy of +/- 6 seconds.
 JK0235
 JK0235.The orthometric height was determined by differential leveling
 JK0235.and adjusted by the National Geodetic Survey in June 1991..
 JK0235
 JK0235.The geoid height was determined by GEOID03.
 JK0235
 JK0235.The dynamic height is computed by dividing the NAVD 88
 JK0235.geopotential number by the normal gravity value computed on the
 JK0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0235.degrees latitude (g = 980.6199 gals.).
 JK0235
 JK0235.The modeled gravity was interpolated from observed gravity values.
 JK0235
 JK0235;                    North         East    Units  Estimated Accuracy
 JK0235;SPC CO C     -   420,050.      982,070.      MT  (+/- 180 meters Scaled)
 JK0235
 JK0235                          SUPERSEDED SURVEY CONTROL
 JK0235
 JK0235  NGVD 29 (??/??/92) 1947.366  (m)         6388.98   (f) ADJ UNCH    2 0
 JK0235
 JK0235.Superseded values are not recommended for survey control.
 JK0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0235.See file dsdata.txt to determine how the superseded data were derived.
 JK0235
 JK0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED242022(NAD 83)
 JK0235_MARKER: P = PIPE CAP
 JK0235_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JK0235_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JK0235_STAMPING: 6390 ADJ 1903
 JK0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK0235
 JK0235  HISTORY     - Date     Condition        Report By
 JK0235  HISTORY     - 1903     MONUMENTED       USGS
 JK0235  HISTORY     - 1935     GOOD             NGS
 JK0235  HISTORY     - 1961     GOOD             LOCSUR
 JK0235  HISTORY     - 19970809 MARK NOT FOUND   USPSQD
 JK0235
 JK0235                          STATION DESCRIPTION
 JK0235
 JK0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JK0235'9 MI NE FROM COLORADO SPRINGS.
 JK0235'9.0 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JK0235'RAILROAD FROM THE DENVER AND RIO GRANDE WESTERN RAILROAD STATION AT
 JK0235'COLORADO SPRINGS, 0.5 MILE WEST OF ELSMERE, ABOUT 1/4 MILE SOUTHWEST
 JK0235'OF STEEL BRIDGE 600.2, 48 FEET SOUTHWEST OF THE CENTER OF THE
 JK0235'CROSSING OF A NORTH-AND-SOUTH ROAD, 43.5 FEET SOUTHEAST OF THE
 JK0235'CENTERLINE OF THE TRACK, 19 FEET WEST OF THE CENTERLINE OF THE ROAD,
 JK0235'3.5 FEET EAST OF A FENCE WEST OF THE ROAD, IN LINE WITH A ROW OF
 JK0235'TELEPHONE POLES, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A U.S.
 JK0235'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 6390 ADJ 1903 AND RIVETED
 JK0235'ON THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING ABOUT 8 INCHES
 JK0235'ABOVE GROUND.  NOTE-- OCTOBER 1961 REPORT--100 FT. SOUTH OF THE
 JK0235'INTERSECTION OF THE CHICAGO AND ROCK ISLAND RAILROAD AND DIRT ROAD
 JK0235'LEADING SOUTH.  THE MARK IS AT THE BASE OF THE 1ST TELEPHONE POLE
 JK0235'SOUTH OF THE RAILROAD AND IS ON THE WEST SIDE OF THE ROAD.
 JK0235
 JK0235                          STATION RECOVERY (1961)
 JK0235
 JK0235'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1961
 JK0235'RECOVERED IN GOOD CONDITION.
 JK0235
 JK0235                          STATION RECOVERY (1997)
 JK0235
 JK0235'RECOVERY NOTE BY US POWER SQUADRON 1997
 JK0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1365 ***********************************************************************
 JK1365  DESIGNATION -  6390 RESET
 JK1365  PID         -  JK1365
 JK1365  STATE/COUNTY-  CO/EL PASO
 JK1365  USGS QUAD   -  ELSMERE (1994)
 JK1365
 JK1365                         *CURRENT SURVEY CONTROL
 JK1365  ___________________________________________________________________
 JK1365* NAD 83(1986)-  38 52 08.     (N)    104 43 13.     (W)     SCALED    
 JK1365* NAVD 88     -      1947.96   (meters)    6390.9    (feet)  RESET     
 JK1365  ___________________________________________________________________
 JK1365  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 JK1365
 JK1365  VERT ORDER  -  THIRD
 JK1365
 JK1365.The horizontal coordinates were scaled from a topographic map and have
 JK1365.an estimated accuracy of +/- 6 seconds.
 JK1365
 JK1365.The orthometric height was computed from unverified reset data.
 JK1365.No vertical observational check was made to the station.
 JK1365
 JK1365.The geoid height was determined by GEOID03.
 JK1365
 JK1365;                    North         East    Units  Estimated Accuracy
 JK1365;SPC CO C     -   420,050.      982,070.      MT  (+/- 180 meters Scaled)
 JK1365
 JK1365                          SUPERSEDED SURVEY CONTROL
 JK1365
 JK1365  NGVD 29 (03/28/06) 1946.85   (m)         6387.3    (f) RESET       3  
 JK1365
 JK1365.Superseded values are not recommended for survey control.
 JK1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1365.See file dsdata.txt to determine how the superseded data were derived.
 JK1365
 JK1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED242022(NAD 83)
 JK1365_MARKER: DB = BENCH MARK DISK
 JK1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1365_SP_SET: CONCRETE POST
 JK1365_STAMPING: 6390 ADJ 1903 RESET 1979
 JK1365_MARK LOGO: NGS   
 JK1365_PROJECTION: RECESSED 5 CENTIMETERS
 JK1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK1365+STABILITY: SURFACE MOTION
 JK1365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1365+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2003
 JK1365
 JK1365  HISTORY     - Date     Condition        Report By
 JK1365  HISTORY     - 1979     MONUMENTED       NGS
 JK1365  HISTORY     - 20030106 GOOD             LOCSUR
 JK1365
 JK1365                          STATION DESCRIPTION
 JK1365
 JK1365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 JK1365'14.5 KM (9.00 MI) NE FROM COLORADO SPRINGS.
 JK1365'9.0 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JK1365'RAILROAD FROM THE DENVER AND RIO GRANDE WESTERN RAILROAD STATION
 JK1365'COLORADO SPRINGS, 0.85 MILE NORTH ALONG POWERS BOULEVARD FROM POWERS
 JK1365'AND PALMER PARK BOULEVARDS INTERSECTION, 96 FEET WEST OF POWERS
 JK1365'BOULEVARD, 190 FEET SOUTHWEST OF RAILROAD CROSSING, 39 FEET SOUTH OF
 JK1365'A GRADED ROAD, 2 FEET WEST OF A POLE FENCE CORNER, AND 2 FEET NORTH
 JK1365'OF A POLE FENCE.
 JK1365'THE MARK IS 1.6 FT  W FROM  A WITNESS POST
 JK1365'THE MARK IS 1 FT ABOVE POWERS BOULEVARD.
 JK1365
 JK1365                          STATION RECOVERY (2003)
 JK1365
 JK1365'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2003 (MSJ)
 JK1365'RAILROAD CROSSING AND GRADED ROAD ARE GONE.  MARK IS 82 FEET WEST OF
 JK1365'THE CENTERLINE OF THE SOUTHBOUND LANES OF POWERS BOULEVARD.  MARK IS
 JK1365'FLUSH WITH GROUND SURFACE.  POLE FENCE AND METAL WITNESS POST ARE
 JK1365'STILL THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0340 ***********************************************************************
 LM0340  DESIGNATION -  6406
 LM0340  PID         -  LM0340
 LM0340  STATE/COUNTY-  CO/ROUTT
 LM0340  USGS QUAD   -  HOOKER MOUNTAIN (1973)
 LM0340
 LM0340                         *CURRENT SURVEY CONTROL
 LM0340  ___________________________________________________________________
 LM0340* NAD 83(1986)-  40 30 06.     (N)    107 12 18.     (W)     SCALED    
 LM0340* NAVD 88     -      1953.084  (meters)    6407.74   (feet)  ADJUSTED  
 LM0340  ___________________________________________________________________
 LM0340  GEOID HEIGHT-         -13.73  (meters)                     GEOID03
 LM0340  DYNAMIC HT  -        1951.198 (meters)    6401.56  (feet)  COMP
 LM0340  MODELED GRAV-     979,590.2   (mgal)                       NAVD 88
 LM0340
 LM0340  VERT ORDER  -  FIRST     CLASS II
 LM0340
 LM0340.The horizontal coordinates were scaled from a topographic map and have
 LM0340.an estimated accuracy of +/- 6 seconds.
 LM0340
 LM0340.The orthometric height was determined by differential leveling
 LM0340.and adjusted by the National Geodetic Survey in June 1991..
 LM0340
 LM0340.The geoid height was determined by GEOID03.
 LM0340
 LM0340.The dynamic height is computed by dividing the NAVD 88
 LM0340.geopotential number by the normal gravity value computed on the
 LM0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0340.degrees latitude (g = 980.6199 gals.).
 LM0340
 LM0340.The modeled gravity was interpolated from observed gravity values.
 LM0340
 LM0340;                    North         East    Units  Estimated Accuracy
 LM0340;SPC CO N     -   435,910.      769,890.      MT  (+/- 180 meters Scaled)
 LM0340
 LM0340                          SUPERSEDED SURVEY CONTROL
 LM0340
 LM0340  NGVD 29 (??/??/92) 1951.849  (m)         6403.69   (f) ADJ UNCH    1 2
 LM0340
 LM0340.Superseded values are not recommended for survey control.
 LM0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0340.See file dsdata.txt to determine how the superseded data were derived.
 LM0340
 LM0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE131857(NAD 83)
 LM0340_MARKER: DD = SURVEY DISK
 LM0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0340_SP_SET: STONE POST
 LM0340_STAMPING: 6406
 LM0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0340+STABILITY: SURFACE MOTION
 LM0340
 LM0340  HISTORY     - Date     Condition        Report By
 LM0340  HISTORY     - UNK      MONUMENTED       USGS
 LM0340  HISTORY     - 1934     GOOD             NGS
 LM0340
 LM0340                          STATION DESCRIPTION
 LM0340
 LM0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LM0340'2.8 MI E FROM HAYDEN.
 LM0340'2.8 MILES EAST ALONG U.S. HIGHWAY 40 FROM HAYDEN, ABOUT 792 FEET SOUTH
 LM0340'OF THE DENVER AND SALT LAKE RAILWAY CROSSING, AT THE INTERSECTION OF A
 LM0340'ROAD LEADING NORTH, 50 FEET WEST OF THE CENTER LINE OF THE ROAD, 21
 LM0340'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND AT THE SOUTHEAST
 LM0340'CORNER OF A FENCE, AND SET IN THE TOP OF A STONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0254 ***********************************************************************
 HL0254  DESIGNATION -  6417
 HL0254  PID         -  HL0254
 HL0254  STATE/COUNTY-  CO/LA PLATA
 HL0254  USGS QUAD   -  LOMA LINDA (1968)
 HL0254
 HL0254                         *CURRENT SURVEY CONTROL
 HL0254  ___________________________________________________________________
 HL0254* NAD 83(1986)-  37 13 58.     (N)    107 52 04.     (W)     SCALED    
 HL0254* NAVD 88     -      1956.622  (meters)    6419.35   (feet)  POSTED    
 HL0254  ___________________________________________________________________
 HL0254  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 HL0254  DYNAMIC HT  -        1954.080 (meters)    6411.01  (feet)  COMP
 HL0254  MODELED GRAV-     979,262.9   (mgal)                       NAVD 88
 HL0254
 HL0254  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HL0254
 HL0254.The horizontal coordinates were scaled from a topographic map and have
 HL0254.an estimated accuracy of +/- 6 seconds.
 HL0254
 HL0254.The orthometric height was determined by differential leveling
 HL0254.and adjusted by the National Geodetic Survey in 1992..
 HL0254.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HL0254.rate of 0.0 thru 1.0 mm/km.
 HL0254
 HL0254.The geoid height was determined by GEOID03.
 HL0254
 HL0254.The dynamic height is computed by dividing the NAVD 88
 HL0254.geopotential number by the normal gravity value computed on the
 HL0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0254.degrees latitude (g = 980.6199 gals.).
 HL0254
 HL0254.The modeled gravity was interpolated from observed gravity values.
 HL0254
 HL0254;                    North         East    Units  Estimated Accuracy
 HL0254;SPC CO S     -   370,290.      704,310.      MT  (+/- 180 meters Scaled)
 HL0254
 HL0254                          SUPERSEDED SURVEY CONTROL
 HL0254
 HL0254  NGVD 29 (??/??/92) 1955.376  (m)         6415.26   (f) ADJ UNCH    1 2
 HL0254
 HL0254.Superseded values are not recommended for survey control.
 HL0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0254.See file dsdata.txt to determine how the superseded data were derived.
 HL0254
 HL0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB455245(NAD 83)
 HL0254_MARKER: DD = SURVEY DISK
 HL0254_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HL0254_SP_SET: UNSPECIFIED ROCK
 HL0254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0254
 HL0254  HISTORY     - Date     Condition        Report By
 HL0254  HISTORY     - UNK      MONUMENTED       USGS
 HL0254  HISTORY     - 1928     GOOD             NGS
 HL0254  HISTORY     - 1974     GOOD             NGS
 HL0254  HISTORY     - 1984     MARK NOT FOUND   NGS
 HL0254
 HL0254                          STATION DESCRIPTION
 HL0254
 HL0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 HL0254'3 MI S FROM DURANGO.
 HL0254'150 FT. SOUTHWEST OF EAST END OF FLORIDA ROAD, WAGON BRIDGE OVER LOS
 HL0254'ANIMAS RIVER, 60 FT. WEST OF RAILROAD, IN TOP OF LARGE RED BOULDER.
 HL0254
 HL0254                          STATION RECOVERY (1974)
 HL0254
 HL0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HL0254'RECOVERED IN GOOD CONDITION.
 HL0254
 HL0254                          STATION RECOVERY (1984)
 HL0254
 HL0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HL0254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0470 ***********************************************************************
 LM0470  DESIGNATION -  6417.86
 LM0470  PID         -  LM0470
 LM0470  STATE/COUNTY-  CO/RIO BLANCO
 LM0470  USGS QUAD   -  RATTLESNAKE MESA (1966)
 LM0470
 LM0470                         *CURRENT SURVEY CONTROL
 LM0470  ___________________________________________________________________
 LM0470* NAD 83(1986)-  40 03 54.     (N)    107 51 55.     (W)     SCALED    
 LM0470* NAVD 88     -      1957.560  (meters)    6422.43   (feet)  ADJUSTED  
 LM0470  ___________________________________________________________________
 LM0470  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 LM0470  DYNAMIC HT  -        1955.586 (meters)    6415.95  (feet)  COMP
 LM0470  MODELED GRAV-     979,547.7   (mgal)                       NAVD 88
 LM0470
 LM0470  VERT ORDER  -  SECOND    CLASS 0
 LM0470
 LM0470.The horizontal coordinates were scaled from a topographic map and have
 LM0470.an estimated accuracy of +/- 6 seconds.
 LM0470
 LM0470.The orthometric height was determined by differential leveling
 LM0470.and adjusted by the National Geodetic Survey in June 1991..
 LM0470
 LM0470.The geoid height was determined by GEOID03.
 LM0470
 LM0470.The dynamic height is computed by dividing the NAVD 88
 LM0470.geopotential number by the normal gravity value computed on the
 LM0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0470.degrees latitude (g = 980.6199 gals.).
 LM0470
 LM0470.The modeled gravity was interpolated from observed gravity values.
 LM0470
 LM0470;                    North         East    Units  Estimated Accuracy
 LM0470;SPC CO N     -   388,730.      712,650.      MT  (+/- 180 meters Scaled)
 LM0470
 LM0470                          SUPERSEDED SURVEY CONTROL
 LM0470
 LM0470  NGVD 29 (??/??/92) 1956.263  (m)         6418.17   (f) ADJ UNCH    2 0
 LM0470
 LM0470.Superseded values are not recommended for survey control.
 LM0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0470.See file dsdata.txt to determine how the superseded data were derived.
 LM0470
 LM0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE556389(NAD 83)
 LM0470_MARKER: DD = SURVEY DISK
 LM0470_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0470_SP_SET: CULVERT
 LM0470_STAMPING: FO18-1(11) 243+53.7 6417.86
 LM0470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0470
 LM0470  HISTORY     - Date     Condition        Report By
 LM0470  HISTORY     - UNK      MONUMENTED       CODH
 LM0470  HISTORY     - 1966     GOOD             NGS
 LM0470
 LM0470                          STATION DESCRIPTION
 LM0470
 LM0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 LM0470'3.8 MI NE FROM MEEKER.
 LM0470'3.8 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE FIRE STATION AT
 LM0470'MEEKER, IN THE TOP AND 1 FOOT SOUTH OF THE NORTH END OF THE EAST HEAD
 LM0470'WALL OF A TRIPPLE CONCRETE BOX CULVERT, 28 FEET EAST OF THE CENTER
 LM0470'LINE OF THE HIGHWAY AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0703 ***********************************************************************
 KK0703  DESIGNATION -  6425
 KK0703  PID         -  KK0703
 KK0703  STATE/COUNTY-  CO/JEFFERSON
 KK0703  USGS QUAD   -  PLATTE CANYON (1994)
 KK0703
 KK0703                         *CURRENT SURVEY CONTROL
 KK0703  ___________________________________________________________________
 KK0703* NAD 83(1986)-  39 26 08.     (N)    105 14 12.     (W)     SCALED    
 KK0703* NAVD 88     -      1959.073  (meters)    6427.39   (feet)  POSTED    
 KK0703  ___________________________________________________________________
 KK0703  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 KK0703  DYNAMIC HT  -        1957.030 (meters)    6420.69  (feet)  COMP
 KK0703  MODELED GRAV-     979,513.6   (mgal)                       NAVD 88
 KK0703
 KK0703  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0703
 KK0703.The horizontal coordinates were scaled from a topographic map and have
 KK0703.an estimated accuracy of +/- 6 seconds.
 KK0703
 KK0703.The orthometric height was determined by differential leveling
 KK0703.and adjusted by the National Geodetic Survey in 1992..
 KK0703.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0703.rate of 0.0 thru 1.0 mm/km.
 KK0703
 KK0703.The geoid height was determined by GEOID03.
 KK0703
 KK0703.The dynamic height is computed by dividing the NAVD 88
 KK0703.geopotential number by the normal gravity value computed on the
 KK0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0703.degrees latitude (g = 980.6199 gals.).
 KK0703
 KK0703.The modeled gravity was interpolated from observed gravity values.
 KK0703
 KK0703;                    North         East    Units  Estimated Accuracy
 KK0703;SPC CO C     -   482,690.      937,070.      MT  (+/- 180 meters Scaled)
 KK0703
 KK0703                          SUPERSEDED SURVEY CONTROL
 KK0703
 KK0703  NGVD 29 (??/??/92) 1957.975  (m)         6423.79   (f) ADJ UNCH    1 2
 KK0703
 KK0703.Superseded values are not recommended for survey control.
 KK0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0703.See file dsdata.txt to determine how the superseded data were derived.
 KK0703
 KK0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD796651(NAD 83)
 KK0703_MARKER: DD = SURVEY DISK
 KK0703_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0703_SP_SET: BRIDGE
 KK0703_STAMPING: 6425
 KK0703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0703
 KK0703  HISTORY     - Date     Condition        Report By
 KK0703  HISTORY     - UNK      MONUMENTED       USGS
 KK0703  HISTORY     - 1951     GOOD             NGS
 KK0703  HISTORY     - 19890927 MARK NOT FOUND   NGS
 KK0703
 KK0703                          STATION DESCRIPTION
 KK0703
 KK0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0703'4.3 MI NE FROM BUFFALO CREEK.
 KK0703'4.3 MILES NORTHEAST ALONG THE ABANDONED COLORADO AND SOUTHERN RAILROAD
 KK0703'GRADE FROM THE POST OFFICE AT BUFFALO CREEK, 0.95 MILE NORTH OF
 KK0703'THE POST OFFICE AT FOXTON, AT A SMALL WOODEN BRIDGE OVER CASTO
 KK0703'CREEK, AT A POINT WHERE IT FLOWS INTO THE NORTH FORK OF THE SOUTH
 KK0703'PLATTE RIVER, 12 FEET NORTHWEST OF THE CENTER LINE OF THE OLD
 KK0703'RAILROAD GRADE, 3 FEET BELOW THE LEVEL OF THE RAILROAD GRADE, SET
 KK0703'IN THE TOP OF THE NORTH STONE ABUTMENT OF THE BRIDGE, 14.5 FEET
 KK0703'SOUTHWEST OF BENCH MARK 217 (D.M.W.W.).
 KK0703
 KK0703                          STATION RECOVERY (1989)
 KK0703
 KK0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KK0703'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0069 ***********************************************************************
 JM0069  DESIGNATION -  6482
 JM0069  PID         -  JM0069
 JM0069  STATE/COUNTY-  CO/MONTROSE
 JM0069  USGS QUAD   -  REDVALE (1994)
 JM0069
 JM0069                         *CURRENT SURVEY CONTROL
 JM0069  ___________________________________________________________________
 JM0069* NAD 83(1986)-  38 10 29.     (N)    108 25 01.     (W)     SCALED    
 JM0069* NAVD 88     -      1976.191  (meters)    6483.55   (feet)  ADJUSTED  
 JM0069  ___________________________________________________________________
 JM0069  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 JM0069  DYNAMIC HT  -        1973.806 (meters)    6475.73  (feet)  COMP
 JM0069  MODELED GRAV-     979,352.4   (mgal)                       NAVD 88
 JM0069
 JM0069  VERT ORDER  -  SECOND    CLASS 0
 JM0069
 JM0069.The horizontal coordinates were scaled from a topographic map and have
 JM0069.an estimated accuracy of +/- 6 seconds.
 JM0069
 JM0069.The orthometric height was determined by differential leveling
 JM0069.and adjusted by the National Geodetic Survey in June 1991..
 JM0069
 JM0069.The geoid height was determined by GEOID03.
 JM0069
 JM0069.The dynamic height is computed by dividing the NAVD 88
 JM0069.geopotential number by the normal gravity value computed on the
 JM0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0069.degrees latitude (g = 980.6199 gals.).
 JM0069
 JM0069.The modeled gravity was interpolated from observed gravity values.
 JM0069
 JM0069;                    North         East    Units  Estimated Accuracy
 JM0069;SPC CO S     -   476,160.      658,860.      MT  (+/- 180 meters Scaled)
 JM0069
 JM0069                          SUPERSEDED SURVEY CONTROL
 JM0069
 JM0069  NGVD 29 (??/??/92) 1974.884  (m)         6479.27   (f) ADJ UNCH    2 0
 JM0069
 JM0069.Superseded values are not recommended for survey control.
 JM0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0069.See file dsdata.txt to determine how the superseded data were derived.
 JM0069
 JM0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH262283(NAD 83)
 JM0069_MARKER: DD = SURVEY DISK
 JM0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JM0069_SP_SET: CULVERT
 JM0069_STAMPING: 6482
 JM0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0069
 JM0069  HISTORY     - Date     Condition        Report By
 JM0069  HISTORY     - UNK      MONUMENTED       USGS
 JM0069  HISTORY     - 1934     GOOD             NGS
 JM0069
 JM0069                          STATION DESCRIPTION
 JM0069
 JM0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JM0069'IN REDVALE.
 JM0069'ABOUT 120 FEET NORTHEAST OF NORTHEAST CORNER OF REDVALE POST OFFICE.
 JM0069'120 FEET SOUTHWEST OF HOTEL REDVALE.  36 FEET EAST OF CENTERLINE OF
 JM0069'ROAD RUNNING NORTH AND SOUTH.  27 FEET SOUTH OF CENTERLINE OF STATE
 JM0069'HWY. 145.  15 FEET SOUTH OF SOUTH END OF CONCRETE CULVERT UNDER
 JM0069'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0438 ***********************************************************************
 KL0438  DESIGNATION -  6493
 KL0438  PID         -  KL0438
 KL0438  STATE/COUNTY-  CO/EAGLE
 KL0438  USGS QUAD   -  GYPSUM (1987)
 KL0438
 KL0438                         *CURRENT SURVEY CONTROL
 KL0438  ___________________________________________________________________
 KL0438* NAD 83(1986)-  39 38 44.     (N)    106 52 35.     (W)     SCALED    
 KL0438* NAVD 88     -      1979.861  (meters)    6495.59   (feet)  ADJUSTED  
 KL0438  ___________________________________________________________________
 KL0438  GEOID HEIGHT-         -13.73  (meters)                     GEOID03
 KL0438  DYNAMIC HT  -        1977.710 (meters)    6488.54  (feet)  COMP
 KL0438  MODELED GRAV-     979,470.5   (mgal)                       NAVD 88
 KL0438
 KL0438  VERT ORDER  -  SECOND    CLASS 0
 KL0438
 KL0438.The horizontal coordinates were scaled from a topographic map and have
 KL0438.an estimated accuracy of +/- 6 seconds.
 KL0438
 KL0438.The orthometric height was determined by differential leveling
 KL0438.and adjusted by the National Geodetic Survey in June 1991..
 KL0438
 KL0438.The geoid height was determined by GEOID03.
 KL0438
 KL0438.The dynamic height is computed by dividing the NAVD 88
 KL0438.geopotential number by the normal gravity value computed on the
 KL0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0438.degrees latitude (g = 980.6199 gals.).
 KL0438
 KL0438.The modeled gravity was interpolated from observed gravity values.
 KL0438
 KL0438;                    North         East    Units  Estimated Accuracy
 KL0438;SPC CO C     -   506,870.      796,270.      MT  (+/- 180 meters Scaled)
 KL0438
 KL0438                          SUPERSEDED SURVEY CONTROL
 KL0438
 KL0438  NGVD 29 (??/??/92) 1978.527  (m)         6491.22   (f) ADJ UNCH    2 0
 KL0438
 KL0438.Superseded values are not recommended for survey control.
 KL0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0438.See file dsdata.txt to determine how the superseded data were derived.
 KL0438
 KL0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD390901(NAD 83)
 KL0438_MARKER: DD = SURVEY DISK
 KL0438_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KL0438_SP_SET: HOUSE
 KL0438_STAMPING: 6493
 KL0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0438
 KL0438  HISTORY     - Date     Condition        Report By
 KL0438  HISTORY     - UNK      MONUMENTED       USGS
 KL0438  HISTORY     - 1938     GOOD             NGS
 KL0438
 KL0438                          STATION DESCRIPTION
 KL0438
 KL0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KL0438'2.8 MI W FROM EAGLE.
 KL0438'2.8 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KL0438'EAGLE, EAGLE COUNTY, 250 FEET SOUTH OF THE TRACK, AT A CROSSROADS, AND
 KL0438'IN THE NORTHWEST CORNER OF THE HOUSE OWNED BY SHIRLEY R. TUCK. (1938).
 KL0438'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 6493.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1280 ***********************************************************************
 KK1280  DESIGNATION -  65
 KK1280  PID         -  KK1280
 KK1280  STATE/COUNTY-  CO/DENVER
 KK1280  USGS QUAD   -  ENGLEWOOD (1997)
 KK1280
 KK1280                         *CURRENT SURVEY CONTROL
 KK1280  ___________________________________________________________________
 KK1280* NAD 83(1986)-  39 42 33.     (N)    104 57 34.     (W)     SCALED    
 KK1280* NAVD 88     -      1631.810  (meters)    5353.70   (feet)  ADJUSTED  
 KK1280  ___________________________________________________________________
 KK1280  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 KK1280  DYNAMIC HT  -        1630.236 (meters)    5348.53  (feet)  COMP
 KK1280  MODELED GRAV-     979,605.0   (mgal)                       NAVD 88
 KK1280
 KK1280  VERT ORDER  -  FIRST     CLASS II
 KK1280
 KK1280.The horizontal coordinates were scaled from a topographic map and have
 KK1280.an estimated accuracy of +/- 6 seconds.
 KK1280
 KK1280.The orthometric height was determined by differential leveling
 KK1280.and adjusted by the National Geodetic Survey in June 1991..
 KK1280
 KK1280.The geoid height was determined by GEOID03.
 KK1280
 KK1280.The dynamic height is computed by dividing the NAVD 88
 KK1280.geopotential number by the normal gravity value computed on the
 KK1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1280.degrees latitude (g = 980.6199 gals.).
 KK1280
 KK1280.The modeled gravity was interpolated from observed gravity values.
 KK1280
 KK1280;                    North         East    Units  Estimated Accuracy
 KK1280;SPC CO C     -   513,180.      960,760.      MT  (+/- 180 meters Scaled)
 KK1280
 KK1280                          SUPERSEDED SURVEY CONTROL
 KK1280
 KK1280  NGVD 29 (??/??/??) 1630.896  (m)         5350.70   (f) ADJUSTED    1 2
 KK1280
 KK1280.Superseded values are not recommended for survey control.
 KK1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1280.See file dsdata.txt to determine how the superseded data were derived.
 KK1280
 KK1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED034954(NAD 83)
 KK1280_MARKER: DB = BENCH MARK DISK
 KK1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1280_SP_SET: CONCRETE POST
 KK1280_STAMPING: 5351.44 BM NO 65 DENVER 1936
 KK1280_MARK LOGO: USGS  
 KK1280_PROJECTION: RECESSED 8 CENTIMETERS
 KK1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1280+STABILITY: SURFACE MOTION
 KK1280
 KK1280  HISTORY     - Date     Condition        Report By
 KK1280  HISTORY     - 1936     MONUMENTED       USGS
 KK1280  HISTORY     - 1983     GOOD             NGS
 KK1280
 KK1280                          STATION DESCRIPTION
 KK1280
 KK1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1280'IN DENVER.
 KK1280'IN DENVER, AT THE INTERSECTION OF UNIVERSITY BOULEVARD AND DAKOTA
 KK1280'AVENUE, 14.2 METERS (46.6 FT) WEST OF THE CENTERLINE OF THE BOULEVARD,
 KK1280'6.0 METERS (19.7 FT) SOUTH OF THE CENTER OF THE AVENUE, 1.9 METERS
 KK1280'(6.2 FT) SOUTHEAST OF THE CENTER OF A STORM DRAIN, AND 1.0 METER
 KK1280'(3.3 FT) NORTH OF THE NORTH EDGE OF A SIDE WALK.
 KK1280'THE MARK IS ABOVE LEVEL WITH THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1867 ***********************************************************************
 KK1867  DESIGNATION -  65
 KK1867  PID         -  KK1867
 KK1867  STATE/COUNTY-  CO/JEFFERSON
 KK1867  USGS QUAD   -  EVERGREEN (1994)
 KK1867
 KK1867                         *CURRENT SURVEY CONTROL
 KK1867  ___________________________________________________________________
 KK1867* NAD 83(1992)-  39 39 41.31412(N)    105 18 00.01908(W)     ADJUSTED  
 KK1867* NAVD 88     -      2217.9    (meters)    7277.     (feet)  VERTCON   
 KK1867  ___________________________________________________________________
 KK1867  LAPLACE CORR-         -16.67  (seconds)                    DEFLEC99
 KK1867  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 KK1867
 KK1867  HORZ ORDER  -  SECOND
 KK1867
 KK1867.The horizontal coordinates were established by classical geodetic methods
 KK1867.and adjusted by the National Geodetic Survey in January 1993..
 KK1867
 KK1867.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1867
 KK1867.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1867
 KK1867.The geoid height was determined by GEOID03.
 KK1867
 KK1867;                    North         East     Units Scale Factor Converg.
 KK1867;SPC CO C     -   507,762.257   931,563.890   MT  0.99998369   +0 07 34.1
 KK1867;SPC CO C     - 1,665,883.34  3,056,305.86   sFT  0.99998369   +0 07 34.1
 KK1867;UTM  13      - 4,390,228.483   474,265.607   MT  0.99960815   -0 11 29.3
 KK1867
 KK1867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1867!SPC CO C     -   0.99965445  x   0.99998369  =   0.99963815
 KK1867!UTM  13      -   0.99965445  x   0.99960815  =   0.99926274
 KK1867
 KK1867|---------------------------------------------------------------------|
 KK1867| PID    Reference Object                     Distance      Geod. Az  |
 KK1867|                                                           dddmmss.s |
 KK1867| CP7155 65 RM 1                               5.976 METERS 03633     |
 KK1867| CP7156 65 RM 2                               8.583 METERS 11451     |
 KK1867| KK1885 BEAR MTN                            APPROX. 4.4 KM 1685410.0 |
 KK1867|---------------------------------------------------------------------|
 KK1867
 KK1867                          SUPERSEDED SURVEY CONTROL
 KK1867
 KK1867  NAD 83(1986)-  39 39 41.31206(N)    105 18 00.01874(W) AD(       ) 2
 KK1867  NAD 27      -  39 39 41.35429(N)    105 17 58.04915(W) AD(       ) 2
 KK1867  NGVD 29 (07/19/86) 2216.8    (m)         7273.     (f) VERT ANG       
 KK1867
 KK1867.Superseded values are not recommended for survey control.
 KK1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1867.See file dsdata.txt to determine how the superseded data were derived.
 KK1867
 KK1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7426690228(NAD 83)
 KK1867_MARKER: DD = SURVEY DISK
 KK1867_SETTING: 0 = UNSPECIFIED SETTING
 KK1867
 KK1867  HISTORY     - Date     Condition        Report By
 KK1867  HISTORY     - 1977     MONUMENTED       CO-059
 KK1867
 KK1867                          STATION DESCRIPTION
 KK1867
 KK1867'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1867'THE STATION IS LOCATED 1/3 MILE NORTH OF THE TOWN OF KITTREDGE,
 KK1867'1/4 MILE SOUTH OF KERR GULCH ROAD, IN THE NORTHEAST 1/4 OF
 KK1867'SECTION 35, T 4 S, R 71 W.
 KK1867'
 KK1867'TO REACH THE STATION FROM STATE HIGHWAY 74 IN KITTREDGE, GO
 KK1867'NORTHWEST 0.6 MILE ON KERR GULCH ROAD TO A BRIDGE OVER THE
 KK1867'CREEK.  GO FURTHER ON KERR GULCH ROAD 0.5 MILE TO A RED HOUSE
 KK1867'ON THE RIGHT.  BEGIN THE 20 MINUTE PACK SOUTHWEST 1/4 MILE TO
 KK1867'THE HIGHEST POINT.
 KK1867'
 KK1867'THE STATION MARK, STAMPED---65 JCMD 1977---, IS A 3-INCH BRONZE
 KK1867'DISK AT THE HIGHEST POINT UNDER AN EAST-WEST FENCE.
 KK1867'
 KK1867'REFERENCE MARK 1, STAMPED---65 JCMD RM 1 1977---, IS A 3-INCH
 KK1867'BRONZE DISK 17 FEET NORTHEAST OF THE HIGHEST POINT ON THE
 KK1867'EAST-WEST FENCE.
 KK1867'
 KK1867'REFERENCE MARK 2, STAMPED---65 JCMD RM 2 1977---, IS A 3-INCH
 KK1867'BRONZE DISK 28 FEET SOUTHEAST OF THE HIGHEST POINT ON THE
 KK1867'EAST-WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0252 ***********************************************************************
 HL0252  DESIGNATION -  6517
 HL0252  PID         -  HL0252
 HL0252  STATE/COUNTY-  CO/LA PLATA
 HL0252  USGS QUAD   -  DURANGO WEST (1963)
 HL0252
 HL0252                         *CURRENT SURVEY CONTROL
 HL0252  ___________________________________________________________________
 HL0252* NAD 83(1986)-  37 16 20.     (N)    107 52 53.     (W)     SCALED    
 HL0252* NAVD 88     -      1989.568  (meters)    6527.44   (feet)  ADJUSTED  
 HL0252  ___________________________________________________________________
 HL0252  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 HL0252  DYNAMIC HT  -        1987.004 (meters)    6519.03  (feet)  COMP
 HL0252  MODELED GRAV-     979,271.6   (mgal)                       NAVD 88
 HL0252
 HL0252  VERT ORDER  -  FIRST     CLASS II
 HL0252
 HL0252.The horizontal coordinates were scaled from a topographic map and have
 HL0252.an estimated accuracy of +/- 6 seconds.
 HL0252
 HL0252.The orthometric height was determined by differential leveling
 HL0252.and adjusted by the National Geodetic Survey in June 1991..
 HL0252
 HL0252.The geoid height was determined by GEOID03.
 HL0252
 HL0252.The dynamic height is computed by dividing the NAVD 88
 HL0252.geopotential number by the normal gravity value computed on the
 HL0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0252.degrees latitude (g = 980.6199 gals.).
 HL0252
 HL0252.The modeled gravity was interpolated from observed gravity values.
 HL0252
 HL0252;                    North         East    Units  Estimated Accuracy
 HL0252;SPC CO S     -   374,700.      703,210.      MT  (+/- 180 meters Scaled)
 HL0252
 HL0252                          SUPERSEDED SURVEY CONTROL
 HL0252
 HL0252  NGVD 29 (??/??/92) 1988.321  (m)         6523.35   (f) ADJ UNCH    1 2
 HL0252
 HL0252.Superseded values are not recommended for survey control.
 HL0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0252.See file dsdata.txt to determine how the superseded data were derived.
 HL0252
 HL0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB445289(NAD 83)
 HL0252_MARKER: DD = SURVEY DISK
 HL0252_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HL0252_STAMPING: 6517
 HL0252_MARK LOGO: USGS  
 HL0252_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0252+STABILITY: POSITION/ELEVATION WELL
 HL0252
 HL0252  HISTORY     - Date     Condition        Report By
 HL0252  HISTORY     - UNK      MONUMENTED       USGS
 HL0252  HISTORY     - 1928     GOOD             NGS
 HL0252  HISTORY     - 1935     GOOD             NGS
 HL0252  HISTORY     - 1984     GOOD             NGS
 HL0252
 HL0252                          STATION DESCRIPTION
 HL0252
 HL0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 HL0252'IN DURANGO.
 HL0252'IN TRUST CO. BLDG., NEWMAN BLOCK, IN SECOND COURSE OF MASONRY OF
 HL0252'FOUNDATION, AT SOUTHWEST CORNER.
 HL0252
 HL0252                          STATION RECOVERY (1935)
 HL0252
 HL0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 HL0252'RECOVERED IN GOOD CONDITION.
 HL0252
 HL0252                          STATION RECOVERY (1984)
 HL0252
 HL0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HL0252'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN DURANGO,
 HL0252'AT THE INTERSECTION OF MAIN AVENUE AND 8TH STREET, SET VERTICALLY IN
 HL0252'THE SOUTHWEST CORNER OF THE NEWMAN BLOCK BUILDING, 45.4 METERS
 HL0252'(148.9 FT) WEST OF THE CENTERLINE OF THE AVENUE, 12.4 METERS (40.7 FT)
 HL0252'NORTH OF THE CENTERLINE OF THE STREET, AND 5.1 METERS (16.7 FT) WEST
 HL0252'OF THE CENTER OF THE SOUTH ENTRANCE TO THE BUILDING.
 HL0252'THE MARK IS 0.5 M ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0377 ***********************************************************************
 JL0377  DESIGNATION -  6531.622
 JL0377  PID         -  JL0377
 JL0377  STATE/COUNTY-  CO/MONTROSE
 JL0377  USGS QUAD   -  CERRO SUMMIT (1982)
 JL0377
 JL0377                         *CURRENT SURVEY CONTROL
 JL0377  ___________________________________________________________________
 JL0377* NAD 83(1986)-  38 29 09.     (N)    107 44 23.     (W)     SCALED    
 JL0377* NAVD 88     -      1991.657  (meters)    6534.29   (feet)  POSTED    
 JL0377  ___________________________________________________________________
 JL0377  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 JL0377  DYNAMIC HT  -        1989.360 (meters)    6526.76  (feet)  COMP
 JL0377  MODELED GRAV-     979,404.7   (mgal)                       NAVD 88
 JL0377
 JL0377  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JL0377
 JL0377.The horizontal coordinates were scaled from a topographic map and have
 JL0377.an estimated accuracy of +/- 6 seconds.
 JL0377
 JL0377.The orthometric height was determined by differential leveling
 JL0377.and adjusted by the National Geodetic Survey in 1992..
 JL0377.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JL0377.rate of 2.1 thru 3.0 mm/km.
 JL0377
 JL0377.The geoid height was determined by GEOID03.
 JL0377
 JL0377.The dynamic height is computed by dividing the NAVD 88
 JL0377.geopotential number by the normal gravity value computed on the
 JL0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0377.degrees latitude (g = 980.6199 gals.).
 JL0377
 JL0377.The modeled gravity was interpolated from observed gravity values.
 JL0377
 JL0377;                    North         East    Units  Estimated Accuracy
 JL0377;SPC CO S     -   509,050.      719,000.      MT  (+/- 180 meters Scaled)
 JL0377
 JL0377                          SUPERSEDED SURVEY CONTROL
 JL0377
 JL0377  NGVD 29 (??/??/92) 1990.318  (m)         6529.90   (f) ADJ UNCH    1 2
 JL0377
 JL0377.Superseded values are not recommended for survey control.
 JL0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0377.See file dsdata.txt to determine how the superseded data were derived.
 JL0377
 JL0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC610632(NAD 83)
 JL0377_MARKER: DD = SURVEY DISK
 JL0377_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JL0377_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JL0377_STAMPING: 6529.902
 JL0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JL0377
 JL0377  HISTORY     - Date     Condition        Report By
 JL0377  HISTORY     - UNK      MONUMENTED       USGS
 JL0377  HISTORY     - 1960     MARK NOT FOUND   NGS
 JL0377  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0377
 JL0377                          STATION DESCRIPTION
 JL0377
 JL0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JL0377'8.6 MI E FROM MONTROSE.
 JL0377'8.6 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JL0377'THE STATION AT MONTROSE, MONTROSE COUNTY, 0.15 MILE EAST OF MILEPOST
 JL0377'D-343, 30 FEET SOUTH OF THE TRACK, 5 FEET LOWER THAN THE TRACK.  A
 JL0377'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 6529.902 AND
 JL0377'RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING ABOUT 1 FOOT
 JL0377'ABOVE GROUND.  NOTE-- THE AREA IN WHICH THIS MARK WAS SET HAS BEEN
 JL0377'LEVELED OFF.
 JL0377
 JL0377                          STATION RECOVERY (1984)
 JL0377
 JL0377'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0236 ***********************************************************************
 JK0236  DESIGNATION -  6536
 JK0236  PID         -  JK0236
 JK0236  STATE/COUNTY-  CO/EL PASO
 JK0236  USGS QUAD   -  FALCON NW (1994)
 JK0236
 JK0236                         *CURRENT SURVEY CONTROL
 JK0236  ___________________________________________________________________
 JK0236* NAD 83(1986)-  38 52 59.     (N)    104 40 59.     (W)     SCALED    
 JK0236* NAVD 88     -      1992.881  (meters)    6538.31   (feet)  ADJUSTED  
 JK0236  ___________________________________________________________________
 JK0236  GEOID HEIGHT-         -17.61  (meters)                     GEOID03
 JK0236  DYNAMIC HT  -        1990.681 (meters)    6531.09  (feet)  COMP
 JK0236  MODELED GRAV-     979,453.0   (mgal)                       NAVD 88
 JK0236
 JK0236  VERT ORDER  -  SECOND    CLASS 0
 JK0236
 JK0236.The horizontal coordinates were scaled from a topographic map and have
 JK0236.an estimated accuracy of +/- 6 seconds.
 JK0236
 JK0236.The orthometric height was determined by differential leveling
 JK0236.and adjusted by the National Geodetic Survey in June 1991..
 JK0236
 JK0236.The geoid height was determined by GEOID03.
 JK0236
 JK0236.The dynamic height is computed by dividing the NAVD 88
 JK0236.geopotential number by the normal gravity value computed on the
 JK0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0236.degrees latitude (g = 980.6199 gals.).
 JK0236
 JK0236.The modeled gravity was interpolated from observed gravity values.
 JK0236
 JK0236;                    North         East    Units  Estimated Accuracy
 JK0236;SPC CO C     -   421,650.      985,280.      MT  (+/- 180 meters Scaled)
 JK0236
 JK0236                          SUPERSEDED SURVEY CONTROL
 JK0236
 JK0236  NGVD 29 (??/??/92) 1991.764  (m)         6534.65   (f) ADJ UNCH    2 0
 JK0236
 JK0236.Superseded values are not recommended for survey control.
 JK0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0236.See file dsdata.txt to determine how the superseded data were derived.
 JK0236
 JK0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED274038(NAD 83)
 JK0236_MARKER: P = PIPE CAP
 JK0236_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JK0236_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JK0236_STAMPING: 6536 ADJ 1903
 JK0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0236+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2004
 JK0236
 JK0236  HISTORY     - Date     Condition        Report By
 JK0236  HISTORY     - 1903     MONUMENTED       USGS
 JK0236  HISTORY     - 1935     GOOD             NGS
 JK0236  HISTORY     - 1975     GOOD             LOCENG
 JK0236  HISTORY     - 20040308 GOOD             CLSI
 JK0236
 JK0236                          STATION DESCRIPTION
 JK0236
 JK0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JK0236'5.9 MI SW FROM FALCON.
 JK0236'5.9 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JK0236'RAILROAD FROM THE STATION AT FALCON, 3.0 MILES NORTHEAST OF THE
 JK0236'STATION AT ELSMERE, 3 POLES SOUTH OF MILEPOST 597, AT A GRAVEL-ROAD
 JK0236'CROSSING, 101 FEET EAST OF THE CENTERLINE OF THE TRACK, 80 FEET
 JK0236'NORTH OF THE CENTERLINE OF THE CROSS ROAD, 70 FEET NORTH OF THE
 JK0236'CENTERLINE OF ANOTHER ROAD, 3 FEET SOUTH OF THE FENCE NORTH OF THE
 JK0236'ROAD, 2 FEET EAST OF THE PROLONGATION OF THE EAST RIGHT-OF-WAY
 JK0236'FENCE, AND ABOUT 10 FEET LOWER THAN THE TRACK.  A U.S. GEOLOGICAL
 JK0236'SURVEY STANDARD CAP, STAMPED 6536 ADJ 1903 AND RIVETED ON THE TOP
 JK0236'OF A 3-1/2-INCH IRON PIPE PROJECTING ABOUT 8 INCHES ABOVE GROUND.
 JK0236
 JK0236                          STATION RECOVERY (1975)
 JK0236
 JK0236'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 JK0236'RECOVERED IN GOOD CONDITION.
 JK0236
 JK0236                          STATION RECOVERY (2004)
 JK0236
 JK0236'RECOVERY NOTE BY CLARK LAND SURVEYING INCORPORATED 2004 (MSJ)
 JK0236'THE RAILROAD TRACKS HAVE BEEN REMOVED AND THE GRADE IN THE VICINITY
 JK0236'OBLITERATED.
 JK0236' 
 JK0236'MARK IS 73 FEET WEST OF THE CENTERLINE OF MARKSHEFFEL ROAD, 52 FEET
 JK0236'NORTH OF THE EASTERLY PROJECTION OF THE SOUTH FENCE AROUND A NATURAL
 JK0236'GAS FACILITY.
 JK0236' 
 JK0236'MARK IS ABOUT 0.15 MILE SOUTH OF THE INTERSECTION OF MARKSHEFFEL ROAD
 JK0236'AND THE DRIVEWAY TO THE EL PASO COUNTY DEPARTMENT OF TRANSPORTATION
 JK0236'(3460 MARKSHEFFEL ROAD).  MARK IS 1.7 FEET BELOW THE SUFACE INSIDE A
 JK0236'MANHOLE.  THE MANHOLE PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MP0288 ***********************************************************************
 MP0288  DESIGNATION -  6540.2
 MP0288  PID         -  MP0288
 MP0288  STATE/COUNTY-  CO/MOFFAT
 MP0288  USGS QUAD   -  SAVERY (1961)
 MP0288
 MP0288                         *CURRENT SURVEY CONTROL
 MP0288  ___________________________________________________________________
 MP0288* NAD 83(1986)-  41 00 05.     (N)    107 22 39.     (W)     SCALED    
 MP0288* NAVD 88     -      1994.062  (meters)    6542.19   (feet)  ADJUSTED  
 MP0288  ___________________________________________________________________
 MP0288  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 MP0288  DYNAMIC HT  -        1992.246 (meters)    6536.23  (feet)  COMP
 MP0288  MODELED GRAV-     979,642.3   (mgal)                       NAVD 88
 MP0288
 MP0288  VERT ORDER  -  SECOND    CLASS 0
 MP0288
 MP0288.The horizontal coordinates were scaled from a topographic map and have
 MP0288.an estimated accuracy of +/- 6 seconds.
 MP0288
 MP0288.The orthometric height was determined by differential leveling
 MP0288.and adjusted by the National Geodetic Survey in June 1991..
 MP0288
 MP0288.The geoid height was determined by GEOID03.
 MP0288
 MP0288.The dynamic height is computed by dividing the NAVD 88
 MP0288.geopotential number by the normal gravity value computed on the
 MP0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0288.degrees latitude (g = 980.6199 gals.).
 MP0288
 MP0288.The modeled gravity was interpolated from observed gravity values.
 MP0288
 MP0288;                    North         East    Units  Estimated Accuracy
 MP0288;SPC CO N     -   491,690.      756,450.      MT  (+/- 180 meters Scaled)
 MP0288
 MP0288                          SUPERSEDED SURVEY CONTROL
 MP0288
 MP0288  NGVD 29 (??/??/92) 1992.867  (m)         6538.26   (f) ADJ UNCH    2 0
 MP0288
 MP0288.Superseded values are not recommended for survey control.
 MP0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0288.See file dsdata.txt to determine how the superseded data were derived.
 MP0288
 MP0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF000416(NAD 83)
 MP0288_MARKER: N = NAIL
 MP0288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MP0288_SP_SET: BUILDING BASE
 MP0288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0288
 MP0288  HISTORY     - Date     Condition        Report By
 MP0288  HISTORY     - UNK      MONUMENTED       USGS
 MP0288  HISTORY     - 1934     GOOD             NGS
 MP0288
 MP0288                          STATION DESCRIPTION
 MP0288
 MP0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MP0288'IN SLATER.
 MP0288'AT SLATER, 0.1 MILE SOUTHEAST OF THE SANDSTONE RANGER STATION, 100
 MP0288'FEET WEST OF THE CONOCO SERVICE STATION IN 1934, 30 FEET NORTH OF THE
 MP0288'CENTERLINE OF THE ROAD, 250 FEET EAST OF A T-ROAD LEADING NORTH, AT
 MP0288'THE SOUTHWEST CORNER OF AN OLD STORE BUILDING, AND IN THE TOP OF A
 MP0288'CONCRETE BASE.  A U.S. GEOLOGICAL SURVEY STANDARD COPPER NAIL AND
 MP0288'WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0506 ***********************************************************************
 LM0506  DESIGNATION -  6541
 LM0506  PID         -  LM0506
 LM0506  STATE/COUNTY-  CO/MOFFAT
 LM0506  USGS QUAD   -  CRAIG NE (1969)
 LM0506
 LM0506                         *CURRENT SURVEY CONTROL
 LM0506  ___________________________________________________________________
 LM0506* NAD 83(1986)-  40 43 52.     (N)    107 32 31.     (W)     SCALED    
 LM0506* NAVD 88     -      1995.008  (meters)    6545.29   (feet)  ADJUSTED  
 LM0506  ___________________________________________________________________
 LM0506  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 LM0506  DYNAMIC HT  -        1993.085 (meters)    6538.98  (feet)  COMP
 LM0506  MODELED GRAV-     979,590.1   (mgal)                       NAVD 88
 LM0506
 LM0506  VERT ORDER  -  FIRST     CLASS II
 LM0506
 LM0506.The horizontal coordinates were scaled from a topographic map and have
 LM0506.an estimated accuracy of +/- 6 seconds.
 LM0506
 LM0506.The orthometric height was determined by differential leveling
 LM0506.and adjusted by the National Geodetic Survey in June 1991..
 LM0506
 LM0506.The geoid height was determined by GEOID03.
 LM0506
 LM0506.The dynamic height is computed by dividing the NAVD 88
 LM0506.geopotential number by the normal gravity value computed on the
 LM0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0506.degrees latitude (g = 980.6199 gals.).
 LM0506
 LM0506.The modeled gravity was interpolated from observed gravity values.
 LM0506
 LM0506;                    North         East    Units  Estimated Accuracy
 LM0506;SPC CO N     -   461,990.      741,920.      MT  (+/- 180 meters Scaled)
 LM0506
 LM0506                          SUPERSEDED SURVEY CONTROL
 LM0506
 LM0506  NGVD 29 (??/??/92) 1993.736  (m)         6541.12   (f) ADJ UNCH    1 2
 LM0506
 LM0506.Superseded values are not recommended for survey control.
 LM0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0506.See file dsdata.txt to determine how the superseded data were derived.
 LM0506
 LM0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF853120(NAD 83)
 LM0506_MARKER: DD = SURVEY DISK
 LM0506_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LM0506_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LM0506_STAMPING: 6541
 LM0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0506
 LM0506  HISTORY     - Date     Condition        Report By
 LM0506  HISTORY     - UNK      MONUMENTED       USGLO
 LM0506  HISTORY     - 1933     GOOD             NGS
 LM0506
 LM0506                          STATION DESCRIPTION
 LM0506
 LM0506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LM0506'19.4 MI N FROM CRAIG.
 LM0506'19.4 MILES NORTH ALONG THE CRAIG-BAGGS ROAD FROM THE INTERSECTION OF
 LM0506'VICTORY WAY AND YAMPA AVENUE AT CRAIG, MOFFAT COUNTY, ABOUT 0.5 MILE
 LM0506'NORTH OF THE BAKER RANCH HOUSE, AT THE SOUTHEAST CORNER OF SEC. 13, T.
 LM0506'9 N, R 91 W, ABOUT 220 FEET SOUTHWEST OF A SMALL WOODEN BRIDGE, ABOUT
 LM0506'200 FEET WEST OF THE CENTER LINE OF THE ROAD, AND 2 FEET SOUTH OF A
 LM0506'ROCK CAIRN, AND FASTENED ON THE TOP OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0251 ***********************************************************************
 HL0251  DESIGNATION -  6551
 HL0251  PID         -  HL0251
 HL0251  STATE/COUNTY-  CO/LA PLATA
 HL0251  USGS QUAD   -  DURANGO WEST (1963)
 HL0251
 HL0251                         *CURRENT SURVEY CONTROL
 HL0251  ___________________________________________________________________
 HL0251* NAD 83(1986)-  37 16 28.     (N)    107 52 42.     (W)     SCALED    
 HL0251* NAVD 88     -      2000.039  (meters)    6561.79   (feet)  POSTED    
 HL0251  ___________________________________________________________________
 HL0251  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 HL0251  DYNAMIC HT  -        1997.470 (meters)    6553.37  (feet)  COMP
 HL0251  MODELED GRAV-     979,273.8   (mgal)                       NAVD 88
 HL0251
 HL0251  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HL0251
 HL0251.The horizontal coordinates were scaled from a topographic map and have
 HL0251.an estimated accuracy of +/- 6 seconds.
 HL0251
 HL0251.The orthometric height was determined by differential leveling
 HL0251.and adjusted by the National Geodetic Survey in 1992..
 HL0251.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HL0251.rate of 0.0 thru 1.0 mm/km.
 HL0251
 HL0251.The geoid height was determined by GEOID03.
 HL0251
 HL0251.The dynamic height is computed by dividing the NAVD 88
 HL0251.geopotential number by the normal gravity value computed on the
 HL0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0251.degrees latitude (g = 980.6199 gals.).
 HL0251
 HL0251.The modeled gravity was interpolated from observed gravity values.
 HL0251
 HL0251;                    North         East    Units  Estimated Accuracy
 HL0251;SPC CO S     -   374,940.      703,490.      MT  (+/- 180 meters Scaled)
 HL0251
 HL0251                          SUPERSEDED SURVEY CONTROL
 HL0251
 HL0251  NGVD 29 (??/??/92) 1998.808  (m)         6557.76   (f) ADJ UNCH    1 2
 HL0251
 HL0251.Superseded values are not recommended for survey control.
 HL0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0251.See file dsdata.txt to determine how the superseded data were derived.
 HL0251
 HL0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB447292(NAD 83)
 HL0251_MARKER: DD = SURVEY DISK
 HL0251_SETTING: 66 = SET IN ROCK OUTCROP
 HL0251_SP_SET: STONE
 HL0251_STAMPING: 6551
 HL0251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0251+STABILITY: POSITION/ELEVATION WELL
 HL0251
 HL0251  HISTORY     - Date     Condition        Report By
 HL0251  HISTORY     - UNK      MONUMENTED       USGS
 HL0251  HISTORY     - 1928     GOOD             NGS
 HL0251  HISTORY     - 1935     GOOD             NGS
 HL0251  HISTORY     - 1984     MARK NOT FOUND   NGS
 HL0251
 HL0251                          STATION DESCRIPTION
 HL0251
 HL0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 HL0251'IN DURANGO.
 HL0251'IN SOUTHWEST CORNER OF MASONRY OF FOUNDATION OF COURTHOUSE, 1.5 FT.
 HL0251'ABOVE GROUND.
 HL0251
 HL0251                          STATION RECOVERY (1935)
 HL0251
 HL0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 HL0251'RECOVERED IN GOOD CONDITION.
 HL0251
 HL0251                          STATION RECOVERY (1984)
 HL0251
 HL0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HL0251'NOTE=THE COURTHOUSE HAS BEEN TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0353 ***********************************************************************
 JL0353  DESIGNATION -  6554
 JL0353  PID         -  JL0353
 JL0353  STATE/COUNTY-  CO/OURAY
 JL0353  USGS QUAD   -  COLONA (1983)
 JL0353
 JL0353                         *CURRENT SURVEY CONTROL
 JL0353  ___________________________________________________________________
 JL0353* NAD 83(1986)-  38 16 50.     (N)    107 45 56.     (W)     SCALED    
 JL0353* NAVD 88     -      1998.439  (meters)    6556.55   (feet)  POSTED    
 JL0353  ___________________________________________________________________
 JL0353  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 JL0353  DYNAMIC HT  -        1996.070 (meters)    6548.77  (feet)  COMP
 JL0353  MODELED GRAV-     979,371.6   (mgal)                       NAVD 88
 JL0353
 JL0353  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JL0353
 JL0353.The horizontal coordinates were scaled from a topographic map and have
 JL0353.an estimated accuracy of +/- 6 seconds.
 JL0353
 JL0353.The orthometric height was determined by differential leveling
 JL0353.and adjusted by the National Geodetic Survey in 1992..
 JL0353.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JL0353.rate of 1.1 thru 2.0 mm/km.
 JL0353
 JL0353.The geoid height was determined by GEOID03.
 JL0353
 JL0353.The dynamic height is computed by dividing the NAVD 88
 JL0353.geopotential number by the normal gravity value computed on the
 JL0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0353.degrees latitude (g = 980.6199 gals.).
 JL0353
 JL0353.The modeled gravity was interpolated from observed gravity values.
 JL0353
 JL0353;                    North         East    Units  Estimated Accuracy
 JL0353;SPC CO S     -   486,320.      716,200.      MT  (+/- 180 meters Scaled)
 JL0353
 JL0353                          SUPERSEDED SURVEY CONTROL
 JL0353
 JL0353  NGVD 29 (??/??/92) 1997.107  (m)         6552.18   (f) ADJ UNCH    1 2
 JL0353
 JL0353.Superseded values are not recommended for survey control.
 JL0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0353.See file dsdata.txt to determine how the superseded data were derived.
 JL0353
 JL0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC580405(NAD 83)
 JL0353_MARKER: DD = SURVEY DISK
 JL0353_SETTING: 80 = SET IN A BOULDER
 JL0353_SP_SET: BOULDER
 JL0353_STAMPING: 6552.175
 JL0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0353+STABILITY: SURFACE MOTION
 JL0353
 JL0353  HISTORY     - Date     Condition        Report By
 JL0353  HISTORY     - UNK      MONUMENTED       USGS
 JL0353  HISTORY     - 1928     GOOD             NGS
 JL0353  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0353
 JL0353                          STATION DESCRIPTION
 JL0353
 JL0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 JL0353'10.0 MI NW FROM RIDGWAY.
 JL0353'ABOUT 10.0 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 JL0353'RAILROAD FROM THE STATION AT RIDGWAY, OURAY COUNTY, ABOUT 0.5 MILE
 JL0353'SOUTH OF THE STATION SIGN AT ELDREDGE, ABOUT 140 FEET SOUTH OF
 JL0353'MILEPOST D 367, ABOUT 115 FEET SOUTH OF A WAGON-ROAD CROSSING, ABOUT
 JL0353'200 FEET EAST OF U.S. HIGHWAY 550, IN A SMALL CLEARING, 36.5 FEET WEST
 JL0353'OF THE CENTER LINE OF THE TRACK, ABOUT 3 FEET HIGHER THAN THE TRACK,
 JL0353'AND IN THE TOP OF AN 8- BY 3-FOOT GRANITE BOULDER PROJECTING ABOUT 4
 JL0353'FEET ABOVE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 JL0353'STAMPED 6552.175.
 JL0353
 JL0353                          STATION RECOVERY (1984)
 JL0353
 JL0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0498 ***********************************************************************
 KL0498  DESIGNATION -  6577.4
 KL0498  PID         -  KL0498
 KL0498  STATE/COUNTY-  CO/PITKIN
 KL0498  USGS QUAD   -  MOUNT SOPRIS (1987)
 KL0498
 KL0498                         *CURRENT SURVEY CONTROL
 KL0498  ___________________________________________________________________
 KL0498* NAD 83(1986)-  39 17 08.     (N)    107 13 09.     (W)     SCALED    
 KL0498* NAVD 88     -      2005.917  (meters)    6581.08   (feet)  ADJUSTED  
 KL0498  ___________________________________________________________________
 KL0498  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 KL0498  DYNAMIC HT  -        2003.533 (meters)    6573.26  (feet)  COMP
 KL0498  MODELED GRAV-     979,369.6   (mgal)                       NAVD 88
 KL0498
 KL0498  VERT ORDER  -  SECOND    CLASS 0
 KL0498
 KL0498.The horizontal coordinates were scaled from a topographic map and have
 KL0498.an estimated accuracy of +/- 6 seconds.
 KL0498
 KL0498.The orthometric height was determined by differential leveling
 KL0498.and adjusted by the National Geodetic Survey in June 1991..
 KL0498
 KL0498.The geoid height was determined by GEOID03.
 KL0498
 KL0498.The dynamic height is computed by dividing the NAVD 88
 KL0498.geopotential number by the normal gravity value computed on the
 KL0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0498.degrees latitude (g = 980.6199 gals.).
 KL0498
 KL0498.The modeled gravity was interpolated from observed gravity values.
 KL0498
 KL0498;                    North         East    Units  Estimated Accuracy
 KL0498;SPC CO C     -   467,410.      766,100.      MT  (+/- 180 meters Scaled)
 KL0498
 KL0498                          SUPERSEDED SURVEY CONTROL
 KL0498
 KL0498  NGVD 29 (??/??/92) 2004.389  (m)         6576.07   (f) ADJ UNCH    2 0
 KL0498
 KL0498.Superseded values are not recommended for survey control.
 KL0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0498.See file dsdata.txt to determine how the superseded data were derived.
 KL0498
 KL0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD086508(NAD 83)
 KL0498_MARKER: Q = CHISELED SQUARE
 KL0498_SETTING: 80 = SET IN A BOULDER
 KL0498_SP_SET: BOULDER
 KL0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0498+STABILITY: SURFACE MOTION
 KL0498
 KL0498  HISTORY     - Date     Condition        Report By
 KL0498  HISTORY     - UNK      MONUMENTED       USGS
 KL0498  HISTORY     - 1934     GOOD             NGS
 KL0498
 KL0498                          STATION DESCRIPTION
 KL0498
 KL0498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KL0498'8.2 MI S FROM CARBONDALE.
 KL0498'IN PITKIN COUNTY, 8.2 MILES SOUTH ALONG THE OLD ROADBED OF THE
 KL0498'ABANDONED CRYSTAL RIVER AND SAN JUAN RAILROAD FROM THE STATION AT
 KL0498'CARBONDALE, GARFIELD COUNTY, ABOUT 360 FEET SOUTHWEST OF THE OLAF
 KL0498'JOHNSON RANCH IN 1934, 300 FEET SOUTH OF A BRIDGE, 12 FEET WEST OF THE
 KL0498'CENTERLINE OF A ROAD, ON THE TOP OF A BOULDER PAINTED USGS 6577.4 AND
 KL0498'ABOUT 3 FEET HIGHER THAN THE ROAD.  A 1-INCH CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0200 ***********************************************************************
 HM0200  DESIGNATION -  6597.59
 HM0200  PID         -  HM0200
 HM0200  STATE/COUNTY-  CO/DOLORES
 HM0200  USGS QUAD   -  NORTHDALE (1985)
 HM0200
 HM0200                         *CURRENT SURVEY CONTROL
 HM0200  ___________________________________________________________________
 HM0200* NAD 83(1986)-  37 48 38.     (N)    109 01 20.     (W)     SCALED    
 HM0200* NAVD 88     -      2011.62   (+/-2cm)    6599.8    (feet)  VERTCON   
 HM0200  ___________________________________________________________________
 HM0200  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 HM0200
 HM0200  VERT ORDER  -  ? (See Below)
 HM0200
 HM0200.The horizontal coordinates were scaled from a topographic map and have
 HM0200.an estimated accuracy of +/- 6 seconds.
 HM0200
 HM0200.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0200.The vertical order pertains to the NGVD 29 superseded value.
 HM0200
 HM0200.The geoid height was determined by GEOID03.
 HM0200
 HM0200;                    North         East    Units  Estimated Accuracy
 HM0200;SPC CO S     -   437,600.      604,330.      MT  (+/- 180 meters Scaled)
 HM0200
 HM0200                          SUPERSEDED SURVEY CONTROL
 HM0200
 HM0200  NGVD 29 (??/??/92) 2010.459  (m)         6595.98   (f) ADJ UNCH    ?  
 HM0200
 HM0200.Superseded values are not recommended for survey control.
 HM0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0200.See file dsdata.txt to determine how the superseded data were derived.
 HM0200
 HM0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG740866(NAD 83)
 HM0200_MARKER: Z = SEE DESCRIPTION
 HM0200_SETTING: 0 = UNSPECIFIED SETTING
 HM0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0200
 HM0200  HISTORY     - Date     Condition        Report By
 HM0200  HISTORY     - UNK      MONUMENTED       CODH
 HM0200  HISTORY     - 1934     GOOD             NGS
 HM0200  HISTORY     - 1964     MARK NOT FOUND   USGS
 HM0200
 HM0200                          STATION DESCRIPTION
 HM0200
 HM0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HM0200'7.5 MI NW FROM DOVE CREEK.
 HM0200'7.5 MILES NORTHWEST ALONG U.S. HIGHWAY 160 FROM THE PUBLIC SCHOOL AT
 HM0200'DOVE CREEK, DOLORES COUNTY.
 HM0200
 HM0200                          STATION RECOVERY (1964)
 HM0200
 HM0200'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 HM0200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1863 ***********************************************************************
 KK1863  DESIGNATION -  66
 KK1863  PID         -  KK1863
 KK1863  STATE/COUNTY-  CO/JEFFERSON
 KK1863  USGS QUAD   -  EVERGREEN (1994)
 KK1863
 KK1863                         *CURRENT SURVEY CONTROL
 KK1863  ___________________________________________________________________
 KK1863* NAD 83(1992)-  39 40 32.29685(N)    105 15 12.92114(W)     ADJUSTED  
 KK1863* NAVD 88     -      2336.4    (meters)    7665.     (feet)  VERTCON   
 KK1863  ___________________________________________________________________
 KK1863  LAPLACE CORR-         -18.55  (seconds)                    DEFLEC99
 KK1863  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 KK1863
 KK1863  HORZ ORDER  -  SECOND
 KK1863
 KK1863.The horizontal coordinates were established by classical geodetic methods
 KK1863.and adjusted by the National Geodetic Survey in January 1993..
 KK1863
 KK1863.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1863
 KK1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1863
 KK1863.The geoid height was determined by GEOID03.
 KK1863
 KK1863;                    North         East     Units Scale Factor Converg.
 KK1863;SPC CO C     -   509,344.381   935,542.701   MT  0.99998614   +0 09 19.5
 KK1863;SPC CO C     - 1,671,074.02  3,069,359.68   sFT  0.99998614   +0 09 19.5
 KK1863;UTM  13      - 4,391,787.948   478,251.616   MT  0.99960582   -0 09 42.8
 KK1863
 KK1863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1863!SPC CO C     -   0.99963593  x   0.99998614  =   0.99962208
 KK1863!UTM  13      -   0.99963593  x   0.99960582  =   0.99924190
 KK1863
 KK1863|---------------------------------------------------------------------|
 KK1863| PID    Reference Object                     Distance      Geod. Az  |
 KK1863|                                                           dddmmss.s |
 KK1863| CP7157 66 RM 1                               8.017 METERS 01210     |
 KK1863| KK1844 MORRISON                            APPROX. 3.0 KM 1034459.8 |
 KK1863| CP7158 66 RM 2                               9.768 METERS 12244     |
 KK1863|---------------------------------------------------------------------|
 KK1863
 KK1863                          SUPERSEDED SURVEY CONTROL
 KK1863
 KK1863  NAD 83(1986)-  39 40 32.29325(N)    105 15 12.92001(W) AD(       ) 2
 KK1863  NAD 27      -  39 40 32.33485(N)    105 15 10.95882(W) AD(       ) 2
 KK1863  NGVD 29 (07/19/86) 2335.4    (m)         7662.     (f) VERT ANG       
 KK1863
 KK1863.Superseded values are not recommended for survey control.
 KK1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1863.See file dsdata.txt to determine how the superseded data were derived.
 KK1863
 KK1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7825291788(NAD 83)
 KK1863_MARKER: DD = SURVEY DISK
 KK1863_SETTING: 66 = SET IN ROCK OUTCROP
 KK1863
 KK1863  HISTORY     - Date     Condition        Report By
 KK1863  HISTORY     - 1977     MONUMENTED       CO-059
 KK1863  HISTORY     - 20040318 MARK NOT FOUND   GEOCAC
 KK1863
 KK1863                          STATION DESCRIPTION
 KK1863
 KK1863'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1863'THE STATION IS LOCATED 0.5 MILE NORTH OF COLORADO STATE HIGHWAY
 KK1863'74, 2.0 MILES SOUTH OF INTERSTATE HIGHWAY 74, 2.0 MILES SOUTH
 KK1863'OF INTERSTATE HIGHWAY 70 AND 900 FEET EAST OF THE WEST 1/4
 KK1863'CORNER OF SECTION 29, T 4 S, R 70 W.
 KK1863'
 KK1863'TO REACH THE STATION FROM THE INTERSECTION OF GENESEE RIDGE
 KK1863'ROAD AND INTERSTATE HIGHWAY 70 EXIT 58, PROCEED SOUTHWEST ON
 KK1863'GENESEE RIDGE ROAD AND TRAVEL 1.4 MILES TO THE GENESEE
 KK1863'DEVELOPMENT COMPANY OPPERATIONS OFFICE ON RIGHT SIDE OF ROAD.
 KK1863'STOP AT THE OPERATIONS OFFICE AND OBTAIN KEY FROM OLE WILLMAN,
 KK1863'PROJECT MANAGER.  CONTINUE SOUTH ON GENESEE RIDGE ROAD 0.4 MILE.
 KK1863'TURN LEFT ONTO SHOOTING STAR DRIVE FOR 0.1 MILE.  TURN LEFT
 KK1863'ONTO MONTANE DRIVE 0.5 MILE TO CHAIN GATE ACROSS ROAD AND OPEN
 KK1863'LOCK.  PROCEED DOWN ROAD SOUTHEAST 0.7 MILE TO WHERE THE ROAD
 KK1863'BENDS SHARPLY TO THE RIGHT AND LOOK FOR A JEEP TRAIL HEADING
 KK1863'UPHILL TO THE LEFT (SOUTHEAST).  TURN LEFT ONTO JEEP TRAIL
 KK1863'AND PROCEED SOUTHEAST 0.4 MILE AND PARK IN MEADOW.  PACK
 KK1863'EAST-SOUTH EAST 10 MINUTES TO HIGHEST POINT ON ROCK OUTCROP
 KK1863'WITH RANGE POLE.
 KK1863'
 KK1863'THE STATION MARK, STAMPED---66 JCMD 1977---, IS A 3-INCH BRONZE
 KK1863'DISK CEMENTED IN A DRILL HOLE ON THE HIGHEST POINT OF THE ROCK
 KK1863'OUTCROP.
 KK1863'
 KK1863'REFERENCE MARK 1, STAAPED---66 JCMD RM 1 1977---, IS A 3-INCH
 KK1863'BRONZE DISK CEMENTED IN A DRILL HOLE ON THE NORTHEAST SIDE OF
 KK1863'THE OUTCROP 8 METERS NORTHEAST OF STATION MARK.
 KK1863'
 KK1863'REFERENCE MARK 2, STAMPED---66 JCMD RM 2 1977---, IS A 3-INCH
 KK1863'BRONZE DISK CEMENTED IN A DRILL HOLE ON THE SOUTHEAST SIDE OF
 KK1863'THE OUTCROP 18 METERS SOUTHEAST OF STATION MARK.
 KK1863
 KK1863                          STATION RECOVERY (2004)
 KK1863
 KK1863'RECOVERY NOTE BY GEOCACHING 2004 (FWB)
 KK1863'DESCRIPTION OF ROUTE TO ACCESS THIS LOCATION IS VERY OUT OF DATE.
 KK1863'FOUND THE TWO REFERENCE MARKERS, BUT THE STATION MARKER HAD BEEN
 KK1863'REMOVED. FOUND THE CEMENT PAD IT HAD BEEN ATTACHED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1180 ***********************************************************************
 KK1180  DESIGNATION -  66 22 10
 KK1180  PID         -  KK1180
 KK1180  STATE/COUNTY-  CO/GILPIN
 KK1180  USGS QUAD   -  CENTRAL CITY (1972)
 KK1180
 KK1180                         *CURRENT SURVEY CONTROL
 KK1180  ___________________________________________________________________
 KK1180* NAD 83(1986)-  39 50 11.     (N)    105 30 51.     (W)     SCALED    
 KK1180* NAVD 88     -      2721.249  (meters)    8927.96   (feet)  ADJUSTED  
 KK1180  ___________________________________________________________________
 KK1180  GEOID HEIGHT-         -13.26  (meters)                     GEOID03
 KK1180  DYNAMIC HT  -        2718.120 (meters)    8917.70  (feet)  COMP
 KK1180  MODELED GRAV-     979,377.1   (mgal)                       NAVD 88
 KK1180
 KK1180  VERT ORDER  -  SECOND    CLASS 0
 KK1180
 KK1180.The horizontal coordinates were scaled from a topographic map and have
 KK1180.an estimated accuracy of +/- 6 seconds.
 KK1180
 KK1180.The orthometric height was determined by differential leveling
 KK1180.and adjusted by the National Geodetic Survey in June 1991..
 KK1180
 KK1180.The geoid height was determined by GEOID03.
 KK1180
 KK1180.The dynamic height is computed by dividing the NAVD 88
 KK1180.geopotential number by the normal gravity value computed on the
 KK1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1180.degrees latitude (g = 980.6199 gals.).
 KK1180
 KK1180.The modeled gravity was interpolated from observed gravity values.
 KK1180
 KK1180;                    North         East    Units  Estimated Accuracy
 KK1180;SPC CO N     -   360,660.      913,190.      MT  (+/- 180 meters Scaled)
 KK1180
 KK1180                          SUPERSEDED SURVEY CONTROL
 KK1180
 KK1180  NGVD 29 (??/??/92) 2719.821  (m)         8923.28   (f) ADJ UNCH    2 0
 KK1180
 KK1180.Superseded values are not recommended for survey control.
 KK1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1180.See file dsdata.txt to determine how the superseded data were derived.
 KK1180
 KK1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE560097(NAD 83)
 KK1180_MARKER: DD = SURVEY DISK
 KK1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK1180_STAMPING: 66-22-10
 KK1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1180+STABILITY: SURFACE MOTION
 KK1180
 KK1180  HISTORY     - Date     Condition        Report By
 KK1180  HISTORY     - UNK      MONUMENTED       BPR
 KK1180  HISTORY     - 1940     GOOD             NGS
 KK1180  HISTORY     - 20020924 MARK NOT FOUND   USPSQD
 KK1180
 KK1180                          STATION DESCRIPTION
 KK1180
 KK1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KK1180'3.8 MI N FROM BLACKHAWK.
 KK1180'3.8 MILES NORTH ALONG STATE HIGHWAY 119 FROM A ROAD JUNCTION
 KK1180'AT BLACKHAWK, GILPIN COUNTY, 0.2 MILE NORTH OF A CULVERT OVER
 KK1180'MISSOURI GULCH, 51 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 KK1180'AND IN LINE WITH THE RIGHT-OF-WAY FENCE.  A UNITED STATES BUREAU
 KK1180'OF PUBLIC ROADS STANDARD DISK, STAMPED 66-22-10 AND SET IN THE TOP
 KK1180'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 KK1180
 KK1180                          STATION RECOVERY (2002)
 KK1180
 KK1180'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 KK1180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0428 ***********************************************************************
 KL0428  DESIGNATION -  6602
 KL0428  PID         -  KL0428
 KL0428  STATE/COUNTY-  CO/EAGLE
 KL0428  USGS QUAD   -  EAGLE (1987)
 KL0428
 KL0428                         *CURRENT SURVEY CONTROL
 KL0428  ___________________________________________________________________
 KL0428* NAD 83(1986)-  39 39 18.     (N)    106 49 42.     (W)     SCALED    
 KL0428* NAVD 88     -      2013.160  (meters)    6604.84   (feet)  ADJUSTED  
 KL0428  ___________________________________________________________________
 KL0428  GEOID HEIGHT-         -13.66  (meters)                     GEOID03
 KL0428  DYNAMIC HT  -        2010.959 (meters)    6597.62  (feet)  COMP
 KL0428  MODELED GRAV-     979,462.7   (mgal)                       NAVD 88
 KL0428
 KL0428  VERT ORDER  -  SECOND    CLASS 0
 KL0428
 KL0428.The horizontal coordinates were scaled from a topographic map and have
 KL0428.an estimated accuracy of +/- 6 seconds.
 KL0428
 KL0428.The orthometric height was determined by differential leveling
 KL0428.and adjusted by the National Geodetic Survey in June 1991..
 KL0428
 KL0428.The geoid height was determined by GEOID03.
 KL0428
 KL0428.The dynamic height is computed by dividing the NAVD 88
 KL0428.geopotential number by the normal gravity value computed on the
 KL0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0428.degrees latitude (g = 980.6199 gals.).
 KL0428
 KL0428.The modeled gravity was interpolated from observed gravity values.
 KL0428
 KL0428;                    North         East    Units  Estimated Accuracy
 KL0428;SPC CO C     -   507,860.      800,410.      MT  (+/- 180 meters Scaled)
 KL0428
 KL0428                          SUPERSEDED SURVEY CONTROL
 KL0428
 KL0428  NGVD 29 (??/??/92) 2011.812  (m)         6600.42   (f) ADJ UNCH    2 0
 KL0428
 KL0428.Superseded values are not recommended for survey control.
 KL0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0428.See file dsdata.txt to determine how the superseded data were derived.
 KL0428
 KL0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD431910(NAD 83)
 KL0428_MARKER: DD = SURVEY DISK
 KL0428_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KL0428_SP_SET: BUILDING
 KL0428_STAMPING: 6602
 KL0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KL0428+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2004
 KL0428
 KL0428  HISTORY     - Date     Condition        Report By
 KL0428  HISTORY     - UNK      MONUMENTED       USGS
 KL0428  HISTORY     - 1951     GOOD             NGS
 KL0428  HISTORY     - 20040702 GOOD             NGS
 KL0428
 KL0428                          STATION DESCRIPTION
 KL0428
 KL0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KL0428'IN EAGLE.
 KL0428'AT EAGLE, EAGLE COUNTY, AT THE NORTHWEST CORNER OF THE EAGLE CLUB
 KL0428'BUILDING, AND IN THE FRONT FACE.  A UNITED STATES GEOLOGICAL SURVEY
 KL0428'DISK, STAMPED 6602.
 KL0428
 KL0428                          STATION RECOVERY (2004)
 KL0428
 KL0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 KL0428'STATION IS AT NORTHEAST CORNER OF BLDG., WHICH NOW HOUSES TOWN OF
 KL0428'EAGEL OFFICES.  IT IS ON WEST SIDE OF 2ND STREET MIDWAY BETWEEN
 KL0428'BROADWAY INTERSECTION AND WALL ST./US 6 INERSECTION.
 KL0428'GRAVITY BASE STATION 'EAGLE B' (DOD 4018-1, IGB 11996B) IS ON SIDEWALK
 KL0428'2 FEET BELOW STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0525 ***********************************************************************
 KL0525  DESIGNATION -  6606
 KL0525  PID         -  KL0525
 KL0525  STATE/COUNTY-  CO/PITKIN
 KL0525  USGS QUAD   -  BASALT (1987)
 KL0525
 KL0525                         *CURRENT SURVEY CONTROL
 KL0525  ___________________________________________________________________
 KL0525* NAD 83(1986)-  39 21 54.     (N)    107 03 41.     (W)     SCALED    
 KL0525* NAVD 88     -      2014.353  (meters)    6608.76   (feet)  ADJUSTED  
 KL0525  ___________________________________________________________________
 KL0525  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 KL0525  DYNAMIC HT  -        2012.082 (meters)    6601.31  (feet)  COMP
 KL0525  MODELED GRAV-     979,428.9   (mgal)                       NAVD 88
 KL0525
 KL0525  VERT ORDER  -  SECOND    CLASS 0
 KL0525
 KL0525.The horizontal coordinates were scaled from a topographic map and have
 KL0525.an estimated accuracy of +/- 6 seconds.
 KL0525
 KL0525.The orthometric height was determined by differential leveling
 KL0525.and adjusted by the National Geodetic Survey in June 1991..
 KL0525
 KL0525.The geoid height was determined by GEOID03.
 KL0525
 KL0525.The dynamic height is computed by dividing the NAVD 88
 KL0525.geopotential number by the normal gravity value computed on the
 KL0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0525.degrees latitude (g = 980.6199 gals.).
 KL0525
 KL0525.The modeled gravity was interpolated from observed gravity values.
 KL0525
 KL0525;                    North         East    Units  Estimated Accuracy
 KL0525;SPC CO C     -   475,980.      779,860.      MT  (+/- 180 meters Scaled)
 KL0525
 KL0525                          SUPERSEDED SURVEY CONTROL
 KL0525
 KL0525  NGVD 29 (??/??/92) 2012.931  (m)         6604.09   (f) ADJ UNCH    2 0
 KL0525
 KL0525.Superseded values are not recommended for survey control.
 KL0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0525.See file dsdata.txt to determine how the superseded data were derived.
 KL0525
 KL0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD224593(NAD 83)
 KL0525_MARKER: DD = SURVEY DISK
 KL0525_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KL0525_SP_SET: BUILDING
 KL0525_STAMPING: 6606 1909
 KL0525_MARK LOGO: USGS  
 KL0525_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0525
 KL0525  HISTORY     - Date     Condition        Report By
 KL0525  HISTORY     - 1909     MONUMENTED       USGS
 KL0525  HISTORY     - 1951     GOOD             NGS
 KL0525  HISTORY     - 19910605 GOOD             NGS
 KL0525  HISTORY     - 19950813 GOOD             USPSQD
 KL0525
 KL0525                          STATION DESCRIPTION
 KL0525
 KL0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KL0525'IN EMMA.
 KL0525'AT EMMA, AT THE ABANDONED EMMA MERCANTILE COMPANY BUILDING, 91 FEET
 KL0525'NORTH OF THE CENTER LINE OF THE NORTH TRACK OF THE DENVER AND RIO
 KL0525'GRANDE WESTERN RAILROAD, 22 FEET NORTH OF THE CENTER LINE OF A
 KL0525'GRAVELED ROAD, 3 FEET ABOVE THE GROUND, SET VERTICALLY IN THE SOUTH
 KL0525'WALL OF A RED BRICK BUILDING, AT THE SOUTHEAST CORNER OF THE BUILDING.
 KL0525
 KL0525                          STATION RECOVERY (1991)
 KL0525
 KL0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KL0525'RECOVERED IN GOOD CONDITION.
 KL0525
 KL0525                          STATION RECOVERY (1995)
 KL0525
 KL0525'RECOVERY NOTE BY US POWER SQUADRON 1995
 KL0525'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0648 ***********************************************************************
 LL0648  DESIGNATION -  6607
 LL0648  PID         -  LL0648
 LL0648  STATE/COUNTY-  CO/BOULDER
 LL0648  USGS QUAD   -  LYONS (1978)
 LL0648
 LL0648                         *CURRENT SURVEY CONTROL
 LL0648  ___________________________________________________________________
 LL0648* NAD 83(1986)-  40 10 16.     (N)    105 21 50.     (W)     SCALED    
 LL0648* NAVD 88     -      2012.472  (meters)    6602.59   (feet)  ADJUSTED  
 LL0648  ___________________________________________________________________
 LL0648  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 LL0648  DYNAMIC HT  -        2010.462 (meters)    6595.99  (feet)  COMP
 LL0648  MODELED GRAV-     979,555.2   (mgal)                       NAVD 88
 LL0648
 LL0648  VERT ORDER  -  SECOND    CLASS 0
 LL0648
 LL0648.The horizontal coordinates were scaled from a topographic map and have
 LL0648.an estimated accuracy of +/- 6 seconds.
 LL0648
 LL0648.The orthometric height was determined by differential leveling
 LL0648.and adjusted by the National Geodetic Survey in June 1991..
 LL0648
 LL0648.The geoid height was determined by GEOID03.
 LL0648
 LL0648.The dynamic height is computed by dividing the NAVD 88
 LL0648.geopotential number by the normal gravity value computed on the
 LL0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0648.degrees latitude (g = 980.6199 gals.).
 LL0648
 LL0648.The modeled gravity was interpolated from observed gravity values.
 LL0648
 LL0648;                    North         East    Units  Estimated Accuracy
 LL0648;SPC CO N     -   397,830.      926,000.      MT  (+/- 180 meters Scaled)
 LL0648
 LL0648                          SUPERSEDED SURVEY CONTROL
 LL0648
 LL0648  NGVD 29 (??/??/92) 2011.304  (m)         6598.75   (f) ADJ UNCH    2 0
 LL0648
 LL0648.Superseded values are not recommended for survey control.
 LL0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0648.See file dsdata.txt to determine how the superseded data were derived.
 LL0648
 LL0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE690468(NAD 83)
 LL0648_MARKER: DD = SURVEY DISK
 LL0648_SETTING: 80 = SET IN A BOULDER
 LL0648_STAMPING: 6607
 LL0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0648+STABILITY: SURFACE MOTION
 LL0648
 LL0648  HISTORY     - Date     Condition        Report By
 LL0648  HISTORY     - UNK      MONUMENTED       USGS
 LL0648  HISTORY     - 1951     GOOD             NGS
 LL0648
 LL0648                          STATION DESCRIPTION
 LL0648
 LL0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LL0648'6.6 MI NE FROM RAYMOND.
 LL0648'6.6 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM ITS JUNCTION WITH
 LL0648'STATE HIGHWAY 160 AT RAYMOND, 42 FEET WEST OF THE CENTER LINE OF
 LL0648'A ROAD LEADING TO A CAMP GROUND, 16 FEET SOUTH OF THE CENTER LINE
 LL0648'OF THE HIGHWAY, 2.5 FEET EAST OF A CURVE SIGN, 3 FEET ABOVE THE
 LL0648'LEVEL OF THE HIGHWAY, 0.8 MILE SOUTHWEST OF BENCH MARK E 328,
 LL0648'SET IN THE TOP OF A LARGE GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MP0317 ***********************************************************************
 MP0317  DESIGNATION -  6608.8
 MP0317  PID         -  MP0317
 MP0317  STATE/COUNTY-  CO/ROUTT
 MP0317  USGS QUAD   -  GRIEVE RESERVOIR (1983)
 MP0317
 MP0317                         *CURRENT SURVEY CONTROL
 MP0317  ___________________________________________________________________
 MP0317* NAD 83(1986)-  41 00 05.     (N)    107 18 14.     (W)     SCALED    
 MP0317* NAVD 88     -      2015.293  (meters)    6611.84   (feet)  ADJUSTED  
 MP0317  ___________________________________________________________________
 MP0317  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 MP0317  DYNAMIC HT  -        2013.413 (meters)    6605.67  (feet)  COMP
 MP0317  MODELED GRAV-     979,619.4   (mgal)                       NAVD 88
 MP0317
 MP0317  VERT ORDER  -  SECOND    CLASS 0
 MP0317
 MP0317.The horizontal coordinates were scaled from a topographic map and have
 MP0317.an estimated accuracy of +/- 6 seconds.
 MP0317
 MP0317.The orthometric height was determined by differential leveling
 MP0317.and adjusted by the National Geodetic Survey in June 1991..
 MP0317
 MP0317.The geoid height was determined by GEOID03.
 MP0317
 MP0317.The dynamic height is computed by dividing the NAVD 88
 MP0317.geopotential number by the normal gravity value computed on the
 MP0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0317.degrees latitude (g = 980.6199 gals.).
 MP0317
 MP0317.The modeled gravity was interpolated from observed gravity values.
 MP0317
 MP0317;                    North         East    Units  Estimated Accuracy
 MP0317;SPC CO N     -   491,560.      762,640.      MT  (+/- 180 meters Scaled)
 MP0317
 MP0317                          SUPERSEDED SURVEY CONTROL
 MP0317
 MP0317  NGVD 29 (??/??/92) 2014.054  (m)         6607.78   (f) ADJ UNCH    2 0
 MP0317
 MP0317.Superseded values are not recommended for survey control.
 MP0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0317.See file dsdata.txt to determine how the superseded data were derived.
 MP0317
 MP0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF062414(NAD 83)
 MP0317_MARKER: DD = SURVEY DISK
 MP0317_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MP0317_SP_SET: ABUTMENT
 MP0317_STAMPING: 6608.8
 MP0317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0317
 MP0317  HISTORY     - Date     Condition        Report By
 MP0317  HISTORY     - UNK      MONUMENTED       USGS
 MP0317  HISTORY     - 1934     POOR             NGS
 MP0317
 MP0317                          STATION DESCRIPTION
 MP0317
 MP0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MP0317'3.3 MI W FROM BATTLE CREEK.
 MP0317'3.3 MILES WEST ALONG STATE HIGHWAY 129 FROM BATTLE CREEK, ROUTT
 MP0317'COUNTY, AT THE STEEL BRIDGE OVER LITTLE SNAKE RIVER, IN THE TOP OF THE
 MP0317'WEST END OF THE NORTH ABUTMENT, AND NEAR A SQUARE CUT IN THE SOUTHWEST
 MP0317'CORNER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 MP0317'6608.8.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0503 ***********************************************************************
 LM0503  DESIGNATION -  6611
 LM0503  PID         -  LM0503
 LM0503  STATE/COUNTY-  CO/MOFFAT
 LM0503  USGS QUAD   -  FORTIFICATION (1969)
 LM0503
 LM0503                         *CURRENT SURVEY CONTROL
 LM0503  ___________________________________________________________________
 LM0503* NAD 83(1986)-  40 47 04.     (N)    107 33 02.     (W)     SCALED    
 LM0503* NAVD 88     -      2016.349  (meters)    6615.31   (feet)  ADJUSTED  
 LM0503  ___________________________________________________________________
 LM0503  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 LM0503  DYNAMIC HT  -        2014.440 (meters)    6609.04  (feet)  COMP
 LM0503  MODELED GRAV-     979,606.1   (mgal)                       NAVD 88
 LM0503
 LM0503  VERT ORDER  -  FIRST     CLASS II
 LM0503
 LM0503.The horizontal coordinates were scaled from a topographic map and have
 LM0503.an estimated accuracy of +/- 6 seconds.
 LM0503
 LM0503.The orthometric height was determined by differential leveling
 LM0503.and adjusted by the National Geodetic Survey in June 1991..
 LM0503
 LM0503.The geoid height was determined by GEOID03.
 LM0503
 LM0503.The dynamic height is computed by dividing the NAVD 88
 LM0503.geopotential number by the normal gravity value computed on the
 LM0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0503.degrees latitude (g = 980.6199 gals.).
 LM0503
 LM0503.The modeled gravity was interpolated from observed gravity values.
 LM0503
 LM0503;                    North         East    Units  Estimated Accuracy
 LM0503;SPC CO N     -   467,930.      741,330.      MT  (+/- 180 meters Scaled)
 LM0503
 LM0503                          SUPERSEDED SURVEY CONTROL
 LM0503
 LM0503  NGVD 29 (??/??/92) 2015.106  (m)         6611.23   (f) ADJ UNCH    1 2
 LM0503
 LM0503.Superseded values are not recommended for survey control.
 LM0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0503.See file dsdata.txt to determine how the superseded data were derived.
 LM0503
 LM0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF847179(NAD 83)
 LM0503_MARKER: DD = SURVEY DISK
 LM0503_SETTING: 80 = SET IN A BOULDER
 LM0503_SP_SET: BOULDER
 LM0503_STAMPING: 6611
 LM0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0503+STABILITY: SURFACE MOTION
 LM0503
 LM0503  HISTORY     - Date     Condition        Report By
 LM0503  HISTORY     - UNK      MONUMENTED       USGS
 LM0503  HISTORY     - 1933     GOOD             NGS
 LM0503
 LM0503                          STATION DESCRIPTION
 LM0503
 LM0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LM0503'22.1 MI S FROM BAGGS, WY.
 LM0503'IN MOFFAT COUNTY, ABOUT 22.1 MILES SOUTH ALONG THE BAGGS-CRAIG ROAD
 LM0503'FROM THE POST OFFICE AT BAGGS, CARBON COUNTY, WYOMING, ABOUT 0.8 MILE
 LM0503'SOUTH OF A WOODEN BRIDGE OVER FORTIFICATION CREEK, ABOUT 250 FEET
 LM0503'NORTHEAST OF THE CROSSING OF A ROW OF POLES, ABOUT 150 FEET EAST OF
 LM0503'THE CENTER LINE OF THE ROAD, NEAR A ROCK CAIRN, AND IN THE TOP OF A
 LM0503'LARGE 3-BY 4-FOOT GRANITE BOULDER, ABOUT 12 FEET HIGHER THAN THE
 LM0503'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0086 ***********************************************************************
 HK0086  DESIGNATION -  6617
 HK0086  PID         -  HK0086
 HK0086  STATE/COUNTY-  CO/LAS ANIMAS
 HK0086  USGS QUAD   -  STARKVILLE (1979)
 HK0086
 HK0086                         *CURRENT SURVEY CONTROL
 HK0086  ___________________________________________________________________
 HK0086* NAD 83(1986)-  37 04 34.     (N)    104 31 08.     (W)     SCALED    
 HK0086* NAVD 88     -      2017.978  (meters)    6620.65   (feet)  ADJUSTED  
 HK0086  ___________________________________________________________________
 HK0086  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 HK0086  DYNAMIC HT  -        2015.432 (meters)    6612.30  (feet)  COMP
 HK0086  MODELED GRAV-     979,297.1   (mgal)                       NAVD 88
 HK0086
 HK0086  VERT ORDER  -  FIRST     CLASS II
 HK0086
 HK0086.The horizontal coordinates were scaled from a topographic map and have
 HK0086.an estimated accuracy of +/- 6 seconds.
 HK0086
 HK0086.The orthometric height was determined by differential leveling
 HK0086.and adjusted by the National Geodetic Survey in June 1991..
 HK0086
 HK0086.The geoid height was determined by GEOID03.
 HK0086
 HK0086.The dynamic height is computed by dividing the NAVD 88
 HK0086.geopotential number by the normal gravity value computed on the
 HK0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0086.degrees latitude (g = 980.6199 gals.).
 HK0086
 HK0086.The modeled gravity was interpolated from observed gravity values.
 HK0086
 HK0086;                    North         East    Units  Estimated Accuracy
 HK0086;SPC CO S     -   350,700.    1,001,650.      MT  (+/- 180 meters Scaled)
 HK0086
 HK0086                          SUPERSEDED SURVEY CONTROL
 HK0086
 HK0086  NGVD 29 (??/??/92) 2016.934  (m)         6617.22   (f) ADJ UNCH    1 2
 HK0086
 HK0086.Superseded values are not recommended for survey control.
 HK0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0086.See file dsdata.txt to determine how the superseded data were derived.
 HK0086
 HK0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB427034(NAD 83)
 HK0086_MARKER: DD = SURVEY DISK
 HK0086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HK0086_SP_SET: BRIDGE
 HK0086_STAMPING: 6617.224
 HK0086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0086
 HK0086  HISTORY     - Date     Condition        Report By
 HK0086  HISTORY     - UNK      MONUMENTED       USGS
 HK0086  HISTORY     - 1935     GOOD             NGS
 HK0086
 HK0086                          STATION DESCRIPTION
 HK0086
 HK0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HK0086'8.1 MI S FROM TRINIDAD.
 HK0086'ABOUT 8.1 MILES SOUTH ALONG THE RIGHT-OF-WAY OF THE ATCHISON,
 HK0086'TOPEKA AND SANTA FE RAILROAD FROM THE STATION AT TRINIDAD, ABOUT 3.0
 HK0086'MILES SOUTH OF THE STATION SIGN AT STARKVILLE, ABOUT 7 POLES
 HK0086'NORTH OF MILEPOLE 645, AT THE 3-SPAN STEEL RAILROAD BRIDGE NO.
 HK0086'644E, IN THE SOUTH ABUTMENT, 10 FEET EAST OF THE CENTER OF AND
 HK0086'1 1/2 FEET LOWER THAN THE EAST TRACKS, AND 4 INCHES FROM THE TOP
 HK0086'OF THE SLOPING WING WALL.  SET IN THE TOP OF THE CONCRETE ABUTMENT.
 HK0086'NOTE-THE MARK IS ABOUT 150 FEET WEST OF US HIGHWAY 85.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0087 ***********************************************************************
 HK0087  DESIGNATION -  6617 RESET
 HK0087  PID         -  HK0087
 HK0087  STATE/COUNTY-  CO/LAS ANIMAS
 HK0087  USGS QUAD   -  STARKVILLE (1979)
 HK0087
 HK0087                         *CURRENT SURVEY CONTROL
 HK0087  ___________________________________________________________________
 HK0087* NAD 83(1986)-  37 04 34.     (N)    104 31 08.     (W)     SCALED    
 HK0087* NAVD 88     -      2018.05   (meters)    6620.9    (feet)  RESET     
 HK0087  ___________________________________________________________________
 HK0087  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 HK0087
 HK0087  VERT ORDER  -  THIRD
 HK0087
 HK0087.The horizontal coordinates were scaled from a topographic map and have
 HK0087.an estimated accuracy of +/- 6 seconds.
 HK0087
 HK0087.The orthometric height was computed from unverified reset data.
 HK0087.No vertical observational check was made to the station.
 HK0087
 HK0087.The geoid height was determined by GEOID03.
 HK0087
 HK0087;                    North         East    Units  Estimated Accuracy
 HK0087;SPC CO S     -   350,700.    1,001,650.      MT  (+/- 180 meters Scaled)
 HK0087
 HK0087                          SUPERSEDED SURVEY CONTROL
 HK0087
 HK0087  NGVD 29 (??/??/??) 2017.01   (m)         6617.5    (f) RESET       3  
 HK0087
 HK0087.Superseded values are not recommended for survey control.
 HK0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0087.See file dsdata.txt to determine how the superseded data were derived.
 HK0087
 HK0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB427034(NAD 83)
 HK0087_MARKER: DD = SURVEY DISK
 HK0087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HK0087_SP_SET: BRIDGE
 HK0087_STAMPING: 6617 RESET 1948
 HK0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0087
 HK0087  HISTORY     - Date     Condition        Report By
 HK0087  HISTORY     - 1948     MONUMENTED       USGS
 HK0087  HISTORY     - 1948     GOOD             NGS
 HK0087
 HK0087                          STATION DESCRIPTION
 HK0087
 HK0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 HK0087'3 MI S FROM STARKEVILLE.
 HK0087'3.0 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 HK0087'THE STATION SIGN AT STARKVILLE, LAS ANIMAS COUNTY, 1.6 MILES NORTH
 HK0087'OF THE SWITCH TOWER AT GALLINAS, AT BRIDGE 644 E, IN THE TOP OF
 HK0087'THE PARAPET WALL OF THE SOUTH CONCRETE ABUTMENT, 15 FEET EAST OF
 HK0087'THE CENTERLINE OF THE AREA BETWEEN THE TWO MAIN TRACKS, AND
 HK0087'1-1/2 FEET LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL
 HK0087'SURVEY STANDARD DISK, STAMPED 6617 RESET 1948.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0245 ***********************************************************************
 HL0245  DESIGNATION -  6630 RESET
 HL0245  PID         -  HL0245
 HL0245  STATE/COUNTY-  CO/LA PLATA
 HL0245  USGS QUAD   -  HERMOSA (1963)
 HL0245
 HL0245                         *CURRENT SURVEY CONTROL
 HL0245  ___________________________________________________________________
 HL0245* NAD 83(1986)-  37 24 54.     (N)    107 50 06.     (W)     SCALED    
 HL0245* NAVD 88     -      2024.23   (+/-2cm)    6641.2    (feet)  VERTCON   
 HL0245  ___________________________________________________________________
 HL0245  GEOID HEIGHT-         -17.64  (meters)                     GEOID03
 HL0245
 HL0245  VERT ORDER  -  THIRD (See Below)
 HL0245
 HL0245.The horizontal coordinates were scaled from a topographic map and have
 HL0245.an estimated accuracy of +/- 6 seconds.
 HL0245
 HL0245.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0245.The vertical order pertains to the NGVD 29 superseded value.
 HL0245
 HL0245.The geoid height was determined by GEOID03.
 HL0245
 HL0245;                    North         East    Units  Estimated Accuracy
 HL0245;SPC CO S     -   390,440.      707,720.      MT  (+/- 180 meters Scaled)
 HL0245
 HL0245                          SUPERSEDED SURVEY CONTROL
 HL0245
 HL0245  NGVD 29 (03/28/06) 2022.96   (m)         6637.0    (f) RESET       3  
 HL0245
 HL0245.Superseded values are not recommended for survey control.
 HL0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0245.See file dsdata.txt to determine how the superseded data were derived.
 HL0245
 HL0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB491446(NAD 83)
 HL0245_MARKER: P = PIPE CAP
 HL0245_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HL0245_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HL0245_STAMPING: 6630
 HL0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0245
 HL0245  HISTORY     - Date     Condition        Report By
 HL0245  HISTORY     - 1964     MONUMENTED       CODH
 HL0245  HISTORY     - 1964     GOOD             CODH
 HL0245  HISTORY     - 1985     MARK NOT FOUND   NGS
 HL0245
 HL0245                          STATION DESCRIPTION
 HL0245
 HL0245'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1964
 HL0245'IN HERMOSA.
 HL0245'AT HERMOSA, LA PLATA COUNTY, NEAR THE DENVER AND RIO GRANDE WESTERN
 HL0245'RAILROAD STATION ABOUT 100 FEET WEST OF THE TRACK AND ON THE SOUTH
 HL0245'SIDE OF THE ROAD LEADING TO DURANGO, AND SET IN A CONCRETE MARKER.
 HL0245
 HL0245                          STATION RECOVERY (1985)
 HL0245
 HL0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HL0245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0709 ***********************************************************************
 KK0709  DESIGNATION -  6634
 KK0709  PID         -  KK0709
 KK0709  STATE/COUNTY-  CO/JEFFERSON
 KK0709  USGS QUAD   -  PINE (1994)
 KK0709
 KK0709                         *CURRENT SURVEY CONTROL
 KK0709  ___________________________________________________________________
 KK0709* NAD 83(1986)-  39 23 36.     (N)    105 16 40.     (W)     SCALED    
 KK0709* NAVD 88     -      2022.716  (meters)    6636.19   (feet)  ADJUSTED  
 KK0709  ___________________________________________________________________
 KK0709  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 KK0709  DYNAMIC HT  -        2020.575 (meters)    6629.17  (feet)  COMP
 KK0709  MODELED GRAV-     979,496.1   (mgal)                       NAVD 88
 KK0709
 KK0709  VERT ORDER  -  FIRST     CLASS II
 KK0709
 KK0709.The horizontal coordinates were scaled from a topographic map and have
 KK0709.an estimated accuracy of +/- 6 seconds.
 KK0709
 KK0709.The orthometric height was determined by differential leveling
 KK0709.and adjusted by the National Geodetic Survey in June 1991..
 KK0709
 KK0709.The geoid height was determined by GEOID03.
 KK0709
 KK0709.The dynamic height is computed by dividing the NAVD 88
 KK0709.geopotential number by the normal gravity value computed on the
 KK0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0709.degrees latitude (g = 980.6199 gals.).
 KK0709
 KK0709.The modeled gravity was interpolated from observed gravity values.
 KK0709
 KK0709;                    North         East    Units  Estimated Accuracy
 KK0709;SPC CO C     -   478,000.      933,540.      MT  (+/- 180 meters Scaled)
 KK0709
 KK0709                          SUPERSEDED SURVEY CONTROL
 KK0709
 KK0709  NGVD 29 (??/??/92) 2021.592  (m)         6632.51   (f) ADJ UNCH    1 2
 KK0709
 KK0709.Superseded values are not recommended for survey control.
 KK0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0709.See file dsdata.txt to determine how the superseded data were derived.
 KK0709
 KK0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD760604(NAD 83)
 KK0709_MARKER: DD = SURVEY DISK
 KK0709_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0709_SP_SET: BUILDING
 KK0709_STAMPING: 6634
 KK0709_MARK LOGO: USGS  
 KK0709_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0709
 KK0709  HISTORY     - Date     Condition        Report By
 KK0709  HISTORY     - UNK      MONUMENTED       USGS
 KK0709  HISTORY     - 1951     GOOD             NGS
 KK0709  HISTORY     - 1955     GOOD             NGS
 KK0709  HISTORY     - 19890927 GOOD             NGS
 KK0709
 KK0709                          STATION DESCRIPTION
 KK0709
 KK0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0709'AT BUFFALO CREEK.
 KK0709'AT BUFFALO CREEK, 34 FEET SOUTHEAST OF THE CENTER LINE OF THE
 KK0709'ABANDONED COLORADO AND SOUTHERN RAILROAD GRADE, SET VERTICALLY IN
 KK0709'THE NORTHWEST WALL OF THE ROCK POST OFFICE BUILDING, 3 FEET ABOVE
 KK0709'THE GROUND, 1.6 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE
 KK0709'NORTHWEST ENTRANCE TO THE POST OFFICE.
 KK0709
 KK0709                          STATION RECOVERY (1955)
 KK0709
 KK0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0709'RECOVERED IN GOOD CONDITION.
 KK0709
 KK0709                          STATION RECOVERY (1989)
 KK0709
 KK0709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KK0709'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0071 ***********************************************************************
 JM0071  DESIGNATION -  6677
 JM0071  PID         -  JM0071
 JM0071  STATE/COUNTY-  CO/MONTROSE
 JM0071  USGS QUAD   -  NORWOOD (1973)
 JM0071
 JM0071                         *CURRENT SURVEY CONTROL
 JM0071  ___________________________________________________________________
 JM0071* NAD 83(1986)-  38 09 36.     (N)    108 22 27.     (W)     SCALED    
 JM0071* NAVD 88     -      2035.695  (meters)    6678.78   (feet)  ADJUSTED  
 JM0071  ___________________________________________________________________
 JM0071  GEOID HEIGHT-         -18.08  (meters)                     GEOID03
 JM0071  DYNAMIC HT  -        2033.207 (meters)    6670.61  (feet)  COMP
 JM0071  MODELED GRAV-     979,335.1   (mgal)                       NAVD 88
 JM0071
 JM0071  VERT ORDER  -  SECOND    CLASS 0
 JM0071
 JM0071.The horizontal coordinates were scaled from a topographic map and have
 JM0071.an estimated accuracy of +/- 6 seconds.
 JM0071
 JM0071.The orthometric height was determined by differential leveling
 JM0071.and adjusted by the National Geodetic Survey in June 1991..
 JM0071
 JM0071.The geoid height was determined by GEOID03.
 JM0071
 JM0071.The dynamic height is computed by dividing the NAVD 88
 JM0071.geopotential number by the normal gravity value computed on the
 JM0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0071.degrees latitude (g = 980.6199 gals.).
 JM0071
 JM0071.The modeled gravity was interpolated from observed gravity values.
 JM0071
 JM0071;                    North         East    Units  Estimated Accuracy
 JM0071;SPC CO S     -   474,410.      662,560.      MT  (+/- 180 meters Scaled)
 JM0071
 JM0071                          SUPERSEDED SURVEY CONTROL
 JM0071
 JM0071  NGVD 29 (??/??/92) 2034.365  (m)         6674.41   (f) ADJ UNCH    2 0
 JM0071
 JM0071.Superseded values are not recommended for survey control.
 JM0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0071.See file dsdata.txt to determine how the superseded data were derived.
 JM0071
 JM0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH300268(NAD 83)
 JM0071_MARKER: DD = SURVEY DISK
 JM0071_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JM0071_SP_SET: IRON POST
 JM0071_STAMPING: 6677
 JM0071_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0071
 JM0071  HISTORY     - Date     Condition        Report By
 JM0071  HISTORY     - UNK      MONUMENTED       USGS
 JM0071  HISTORY     - 1934     GOOD             NGS
 JM0071
 JM0071                          STATION DESCRIPTION
 JM0071
 JM0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JM0071'3.3 MI SE FROM REDVALE.
 JM0071'3.3 MILES SOUTHEAST OF, ALONG STATE HWY. 145, FROM REDVALE POST
 JM0071'OFFICE.  66 FEET NORTH OF TELEPHONE POLE NO. 246.  36 FEET NORTH OF
 JM0071'CENTERLINE OF STATE HWY.  145.  15 FEET NORTHEAST OF SOUTHWEST CORNER
 JM0071'OF YARD FENCE TO M. G. DAVIS FARM HOUSE.  9 FEET NORTH OF FENCE LINE.
 JM0071'5 FEET WEST OF SOUTHWEST CORNER OF M.G. DAVIS FARM HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0221 ***********************************************************************
 HL0221  DESIGNATION -  6690.970
 HL0221  PID         -  HL0221
 HL0221  STATE/COUNTY-  CO/LA PLATA
 HL0221  USGS QUAD   -  GEM VILLAGE (1968)
 HL0221
 HL0221                         *CURRENT SURVEY CONTROL
 HL0221  ___________________________________________________________________
 HL0221* NAD 83(1986)-  37 12 50.     (N)    107 44 52.     (W)     SCALED    
 HL0221* NAVD 88     -      2040.206  (meters)    6693.58   (feet)  ADJUSTED  
 HL0221  ___________________________________________________________________
 HL0221  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 HL0221  DYNAMIC HT  -        2037.504 (meters)    6684.71  (feet)  COMP
 HL0221  MODELED GRAV-     979,234.7   (mgal)                       NAVD 88
 HL0221
 HL0221  VERT ORDER  -  FIRST     CLASS II
 HL0221
 HL0221.The horizontal coordinates were scaled from a topographic map and have
 HL0221.an estimated accuracy of +/- 6 seconds.
 HL0221
 HL0221.The orthometric height was determined by differential leveling
 HL0221.and adjusted by the National Geodetic Survey in June 1991..
 HL0221
 HL0221.The geoid height was determined by GEOID03.
 HL0221
 HL0221.The dynamic height is computed by dividing the NAVD 88
 HL0221.geopotential number by the normal gravity value computed on the
 HL0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0221.degrees latitude (g = 980.6199 gals.).
 HL0221
 HL0221.The modeled gravity was interpolated from observed gravity values.
 HL0221
 HL0221;                    North         East    Units  Estimated Accuracy
 HL0221;SPC CO S     -   367,930.      714,900.      MT  (+/- 180 meters Scaled)
 HL0221
 HL0221                          SUPERSEDED SURVEY CONTROL
 HL0221
 HL0221  NGVD 29 (??/??/92) 2038.896  (m)         6689.28   (f) ADJ UNCH    1 2
 HL0221
 HL0221.Superseded values are not recommended for survey control.
 HL0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0221.See file dsdata.txt to determine how the superseded data were derived.
 HL0221
 HL0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB561221(NAD 83)
 HL0221_MARKER: DD = SURVEY DISK
 HL0221_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HL0221_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HL0221_STAMPING: 6690.970
 HL0221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0221
 HL0221  HISTORY     - Date     Condition        Report By
 HL0221  HISTORY     - UNK      MONUMENTED       USGS
 HL0221  HISTORY     - 1934     GOOD             NGS
 HL0221
 HL0221                          STATION DESCRIPTION
 HL0221
 HL0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HL0221'13.79 MI SE FROM DURANGO.
 HL0221'SET ALONG RIGHT OF WAY OF D.R.G. AND W. R.R. 27 FT. SOUTH OF
 HL0221'CENTERLINE OF R.R. TRACK.  IN FLORIDA, COLORADO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1851 ***********************************************************************
 KK1851  DESIGNATION -  67
 KK1851  PID         -  KK1851
 KK1851  STATE/COUNTY-  CO/JEFFERSON
 KK1851  USGS QUAD   -  MORRISON (1994)
 KK1851
 KK1851                         *CURRENT SURVEY CONTROL
 KK1851  ___________________________________________________________________
 KK1851* NAD 83(1992)-  39 40 48.85581(N)    105 11 40.54665(W)     ADJUSTED  
 KK1851* NAVD 88     -      1962.0    (meters)    6437.     (feet)  VERTCON   
 KK1851  ___________________________________________________________________
 KK1851  LAPLACE CORR-         -20.17  (seconds)                    DEFLEC99
 KK1851  GEOID HEIGHT-         -15.57  (meters)                     GEOID03
 KK1851
 KK1851  HORZ ORDER  -  SECOND
 KK1851
 KK1851.The horizontal coordinates were established by classical geodetic methods
 KK1851.and adjusted by the National Geodetic Survey in January 1993..
 KK1851
 KK1851.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1851
 KK1851.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1851
 KK1851.The geoid height was determined by GEOID03.
 KK1851
 KK1851;                    North         East     Units Scale Factor Converg.
 KK1851;SPC CO C     -   509,870.442   940,602.278   MT  0.99998694   +0 11 33.4
 KK1851;SPC CO C     - 1,672,799.94  3,085,959.31   sFT  0.99998694   +0 11 33.4
 KK1851;UTM  13      - 4,392,285.810   483,312.093   MT  0.99960343   -0 07 27.3
 KK1851
 KK1851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1851!SPC CO C     -   0.99969473  x   0.99998694  =   0.99968168
 KK1851!UTM  13      -   0.99969473  x   0.99960343  =   0.99929828
 KK1851
 KK1851|---------------------------------------------------------------------|
 KK1851| PID    Reference Object                     Distance      Geod. Az  |
 KK1851|                                                           dddmmss.s |
 KK1851| CP7160 67 RM 1                               6.338 METERS 03729     |
 KK1851| KK1816 LAKEWOOD FED CORR INST TANK         APPROX. 8.7 KM 1161152.6 |
 KK1851| CP7161 67 RM 2                               8.259 METERS 15733     |
 KK1851| CP7159 67 AZ MK                                           2264632.8 |
 KK1851|---------------------------------------------------------------------|
 KK1851
 KK1851                          SUPERSEDED SURVEY CONTROL
 KK1851
 KK1851  NAD 83(1986)-  39 40 48.85231(N)    105 11 40.54463(W) AD(       ) 2
 KK1851  NAD 27      -  39 40 48.89492(N)    105 11 38.58723(W) AD(       ) 2
 KK1851  NGVD 29 (07/19/86) 1961.0    (m)         6434.     (f) VERT ANG       
 KK1851
 KK1851.Superseded values are not recommended for survey control.
 KK1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1851.See file dsdata.txt to determine how the superseded data were derived.
 KK1851
 KK1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8331292286(NAD 83)
 KK1851_MARKER: DD = SURVEY DISK
 KK1851_SETTING: 66 = SET IN ROCK OUTCROP
 KK1851
 KK1851  HISTORY     - Date     Condition        Report By
 KK1851  HISTORY     - 1977     MONUMENTED       CO-059
 KK1851
 KK1851                          STATION DESCRIPTION
 KK1851
 KK1851'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1851'THE STATION IS LOCATED 1/2 MILE NORTH OF THE JUNCTION OF STATE
 KK1851'HIGHWAYS 26 AND 93, 2 MILES NORTH OF MORRISON IN THE SOUTHWEST
 KK1851'1/4 SECTION 23, T 4 S, R 70 W.
 KK1851'
 KK1851'TO REACH THIS STATION FROM THE TOWN OF MORRISON, GO NORTH 1.9
 KK1851'MILES ON HIGHWAY 93 TO ITS JUNCTION WITH HIGHWAY 26.  TURN
 KK1851'RIGHT AND GO SOUTHEAST 0.4 MILE TO A PARKING AREA AT THE ROADS
 KK1851'HIGHEST POINT, GOING THROUGH THE HOGBACK.  BEGIN THE 20 MINUTE
 KK1851'PACK NORTH ALONG THE TOP OF THE HOGBACK TO THE STATION ABOUT
 KK1851'200 YARDS SOUTH OF AND 40 FEET LOWER THAN THE HIGHEST POINT.
 KK1851'
 KK1851'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF HIGHWAYS 93 AND
 KK1851'26, GO WEST INTO RED ROCKS PARK, ABOUT 1/4 MILE FROM THE
 KK1851'INTERSECTION, TO A PARK SIGN (LYKINS FORMATION,) ON THE LEFT SIDE
 KK1851'OF THE ROAD.
 KK1851'
 KK1851'THE STATION MARK, STAMPED---67 JCMD 1977---, IS A 3-INCH BRONZE
 KK1851'DISK CEMENTED IN A DRILL HOLE IN THE OUTCROP 200 YARDS
 KK1851'SOUTH OF ITS HIGHEST POINT.
 KK1851'
 KK1851'REFERENCE MARK 1, STAMPED---67 JCMD RM 1 1977---, IS A 3-INCH
 KK1851'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE OUTCROP 20
 KK1851'FEET NORTHEAST OF THE STATION.
 KK1851'
 KK1851'REFERENCE MARK 2, STAMPED---67 JCMD RM 2 1977---, IS A 3-INCH
 KK1851'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE OUTCROP 27
 KK1851'FEET SOUTH OF THE STATION.
 KK1851'
 KK1851'THE AZIMUTH MARK, STAMPED---67 JCMD AZM 1977---, IS A 3-INCH
 KK1851'BRONZE DISK CEMENTED IN A DRILL HOLE IN A BOULDER 23 FEET
 KK1851'SOUTHEAST OF THE CENTER OF THE ROAD, 79 FEET NORTH OF THE
 KK1851'RIGHT-OF-WAY FENCE AND 83 FEET WEST OF THE ABOVE LABELED SIGN
 KK1851'(LYKINS FORMATION.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0928 ***********************************************************************
 KK0928  DESIGNATION -  67 G
 KK0928  PID         -  KK0928
 KK0928  STATE/COUNTY-  CO/PARK
 KK0928  USGS QUAD   -  SULPHUR MOUNTAIN (1994)
 KK0928
 KK0928                         *CURRENT SURVEY CONTROL
 KK0928  ___________________________________________________________________
 KK0928* NAD 83(1986)-  39 00 46.     (N)    105 39 42.     (W)     SCALED    
 KK0928* NAVD 88     -      2654.476  (meters)    8708.89   (feet)  ADJUSTED  
 KK0928  ___________________________________________________________________
 KK0928  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 KK0928  DYNAMIC HT  -        2651.181 (meters)    8698.08  (feet)  COMP
 KK0928  MODELED GRAV-     979,289.9   (mgal)                       NAVD 88
 KK0928
 KK0928  VERT ORDER  -  SECOND    CLASS 0
 KK0928
 KK0928.The horizontal coordinates were scaled from a topographic map and have
 KK0928.an estimated accuracy of +/- 6 seconds.
 KK0928
 KK0928.The orthometric height was determined by differential leveling
 KK0928.and adjusted by the National Geodetic Survey in June 1991..
 KK0928
 KK0928.The geoid height was determined by GEOID03.
 KK0928
 KK0928.The dynamic height is computed by dividing the NAVD 88
 KK0928.geopotential number by the normal gravity value computed on the
 KK0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0928.degrees latitude (g = 980.6199 gals.).
 KK0928
 KK0928.The modeled gravity was interpolated from observed gravity values.
 KK0928
 KK0928;                    North         East    Units  Estimated Accuracy
 KK0928;SPC CO C     -   435,740.      900,400.      MT  (+/- 180 meters Scaled)
 KK0928
 KK0928                          SUPERSEDED SURVEY CONTROL
 KK0928
 KK0928  NGVD 29 (??/??/92) 2652.983  (m)         8704.00   (f) ADJ UNCH    2 0
 KK0928
 KK0928.Superseded values are not recommended for survey control.
 KK0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0928.See file dsdata.txt to determine how the superseded data were derived.
 KK0928
 KK0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD427184(NAD 83)
 KK0928_MARKER: DD = SURVEY DISK
 KK0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0928_STAMPING: 67 G 1930
 KK0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0928+STABILITY: SURFACE MOTION
 KK0928
 KK0928  HISTORY     - Date     Condition        Report By
 KK0928  HISTORY     - 1930     MONUMENTED       USGS
 KK0928  HISTORY     - 1934     GOOD             NGS
 KK0928
 KK0928                          STATION DESCRIPTION
 KK0928
 KK0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KK0928'7.7 MI E FROM HARTSEL.
 KK0928'7.7 MILES EAST ALONG U.S. HIGHWAY 24 FROM HARTSEL, PARK COUNTY,
 KK0928'1.3 MILES WEST OF THE JUNCTION WITH THE ROAD LEADING SOUTHEAST
 KK0928'TO GUFFY AND CANYON CITY, 0.3 MILE EAST OF THE UPPER SPINNEY
 KK0928'RANCH HOUSE, 42 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AT A
 KK0928'FENCE CORNER, 3 FEET EAST OF THE NORTH-AND-SOUTH FENCE, AND 3 FEET
 KK0928'NORTH OF THE EAST-AND-WEST FENCE.  A UNITED STATES GEOLOGICAL
 KK0928'SURVEY STANDARD DISK, STAMPED 67 G 1930 AND SET IN THE TOP OF A
 KK0928'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0427 ***********************************************************************
 KL0427  DESIGNATION -  6718
 KL0427  PID         -  KL0427
 KL0427  STATE/COUNTY-  CO/EAGLE
 KL0427  USGS QUAD   -  EAGLE (1987)
 KL0427
 KL0427                         *CURRENT SURVEY CONTROL
 KL0427  ___________________________________________________________________
 KL0427* NAD 83(1986)-  39 40 31.     (N)    106 46 51.     (W)     SCALED    
 KL0427* NAVD 88     -      2048.505  (meters)    6720.80   (feet)  ADJUSTED  
 KL0427  ___________________________________________________________________
 KL0427  GEOID HEIGHT-         -13.55  (meters)                     GEOID03
 KL0427  DYNAMIC HT  -        2046.239 (meters)    6713.37  (feet)  COMP
 KL0427  MODELED GRAV-     979,448.3   (mgal)                       NAVD 88
 KL0427
 KL0427  VERT ORDER  -  SECOND    CLASS 0
 KL0427
 KL0427.The horizontal coordinates were scaled from a topographic map and have
 KL0427.an estimated accuracy of +/- 6 seconds.
 KL0427
 KL0427.The orthometric height was determined by differential leveling
 KL0427.and adjusted by the National Geodetic Survey in June 1991..
 KL0427
 KL0427.The geoid height was determined by GEOID03.
 KL0427
 KL0427.The dynamic height is computed by dividing the NAVD 88
 KL0427.geopotential number by the normal gravity value computed on the
 KL0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0427.degrees latitude (g = 980.6199 gals.).
 KL0427
 KL0427.The modeled gravity was interpolated from observed gravity values.
 KL0427
 KL0427;                    North         East    Units  Estimated Accuracy
 KL0427;SPC CO C     -   510,050.      804,520.      MT  (+/- 180 meters Scaled)
 KL0427
 KL0427                          SUPERSEDED SURVEY CONTROL
 KL0427
 KL0427  NGVD 29 (??/??/92) 2047.124  (m)         6716.27   (f) ADJ UNCH    2 0
 KL0427
 KL0427.Superseded values are not recommended for survey control.
 KL0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0427.See file dsdata.txt to determine how the superseded data were derived.
 KL0427
 KL0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD472932(NAD 83)
 KL0427_MARKER: DD = SURVEY DISK
 KL0427_SETTING: 80 = SET IN A BOULDER
 KL0427_SP_SET: BOULDER
 KL0427_STAMPING: 6718
 KL0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0427+STABILITY: SURFACE MOTION
 KL0427
 KL0427  HISTORY     - Date     Condition        Report By
 KL0427  HISTORY     - UNK      MONUMENTED       USGS
 KL0427  HISTORY     - 1938     GOOD             NGS
 KL0427
 KL0427                          STATION DESCRIPTION
 KL0427
 KL0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KL0427'3.0 MI E FROM EAGLE.
 KL0427'3 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KL0427'EAGLE, EAGLE COUNTY, 2.3 MILES WEST OF THE ORTEGA SIDING, 310 FEET
 KL0427'EAST OF MILEPOST 326, 15 FEET SOUTH OF THE TRACK, 10 FEET NORTH OF A
 KL0427'FENCE, AND IN A GRANITE BOULDER.  A UNITED STATES GEOLOGICAL SURVEY
 KL0427'STANDARD DISK, STAMPED 6718.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0219 ***********************************************************************
 HL0219  DESIGNATION -  6721.328
 HL0219  PID         -  HL0219
 HL0219  STATE/COUNTY-  CO/LA PLATA
 HL0219  USGS QUAD   -  GEM VILLAGE (1968)
 HL0219
 HL0219                         *CURRENT SURVEY CONTROL
 HL0219  ___________________________________________________________________
 HL0219* NAD 83(1986)-  37 11 20.     (N)    107 44 09.     (W)     SCALED    
 HL0219* NAVD 88     -      2049.439  (meters)    6723.87   (feet)  ADJUSTED  
 HL0219  ___________________________________________________________________
 HL0219  GEOID HEIGHT-         -19.40  (meters)                     GEOID03
 HL0219  DYNAMIC HT  -        2046.736 (meters)    6715.00  (feet)  COMP
 HL0219  MODELED GRAV-     979,239.7   (mgal)                       NAVD 88
 HL0219
 HL0219  VERT ORDER  -  FIRST     CLASS II
 HL0219
 HL0219.The horizontal coordinates were scaled from a topographic map and have
 HL0219.an estimated accuracy of +/- 6 seconds.
 HL0219
 HL0219.The orthometric height was determined by differential leveling
 HL0219.and adjusted by the National Geodetic Survey in June 1991..
 HL0219
 HL0219.The geoid height was determined by GEOID03.
 HL0219
 HL0219.The dynamic height is computed by dividing the NAVD 88
 HL0219.geopotential number by the normal gravity value computed on the
 HL0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0219.degrees latitude (g = 980.6199 gals.).
 HL0219
 HL0219.The modeled gravity was interpolated from observed gravity values.
 HL0219
 HL0219;                    North         East    Units  Estimated Accuracy
 HL0219;SPC CO S     -   365,140.      715,900.      MT  (+/- 180 meters Scaled)
 HL0219
 HL0219                          SUPERSEDED SURVEY CONTROL
 HL0219
 HL0219  NGVD 29 (??/??/92) 2048.138  (m)         6719.60   (f) ADJ UNCH    1 2
 HL0219
 HL0219.Superseded values are not recommended for survey control.
 HL0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0219.See file dsdata.txt to determine how the superseded data were derived.
 HL0219
 HL0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB571193(NAD 83)
 HL0219_MARKER: DD = SURVEY DISK
 HL0219_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HL0219_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HL0219_STAMPING: 6721.328
 HL0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0219
 HL0219  HISTORY     - Date     Condition        Report By
 HL0219  HISTORY     - UNK      MONUMENTED       USGS
 HL0219  HISTORY     - 1934     GOOD             NGS
 HL0219
 HL0219                          STATION DESCRIPTION
 HL0219
 HL0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HL0219'15.93 MI SE FROM DURANGO.
 HL0219'SET ALONG RIGHT OF WAY OF D.R.G. AND W. R.R. 27 FT. EAST OF M.P. D435.
 HL0219'57 FT. SOUTH OF CENTERLINE OF R.R. TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MP0319 ***********************************************************************
 MP0319  DESIGNATION -  6738.1
 MP0319  PID         -  MP0319
 MP0319  STATE/COUNTY-  CO/ROUTT
 MP0319  USGS QUAD   -  GRIEVE RESERVOIR (1983)
 MP0319
 MP0319                         *CURRENT SURVEY CONTROL
 MP0319  ___________________________________________________________________
 MP0319* NAD 83(1986)-  41 00 00.     (N)    107 17 15.     (W)     SCALED    
 MP0319* NAVD 88     -      2055.11   (+/-2cm)    6742.5    (feet)  VERTCON   
 MP0319  ___________________________________________________________________
 MP0319  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 MP0319
 MP0319  VERT ORDER  -  ? (See Below)
 MP0319
 MP0319.The horizontal coordinates were scaled from a topographic map and have
 MP0319.an estimated accuracy of +/- 6 seconds.
 MP0319
 MP0319.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0319.The vertical order pertains to the NGVD 29 superseded value.
 MP0319
 MP0319.The geoid height was determined by GEOID03.
 MP0319
 MP0319;                    North         East    Units  Estimated Accuracy
 MP0319;SPC CO N     -   491,380.      764,010.      MT  (+/- 180 meters Scaled)
 MP0319
 MP0319                          SUPERSEDED SURVEY CONTROL
 MP0319
 MP0319  NGVD 29 (??/??/92) 2053.885  (m)         6738.45   (f) ADJ UNCH    ?  
 MP0319
 MP0319.Superseded values are not recommended for survey control.
 MP0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0319.See file dsdata.txt to determine how the superseded data were derived.
 MP0319
 MP0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF076412(NAD 83)
 MP0319_MARKER: R = RIVET
 MP0319_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 MP0319_SP_SET: UNSPECIFIED
 MP0319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0319
 MP0319  HISTORY     - Date     Condition        Report By
 MP0319  HISTORY     - UNK      MONUMENTED       USGS
 MP0319  HISTORY     - 1934     GOOD             NGS
 MP0319
 MP0319                          STATION DESCRIPTION
 MP0319
 MP0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MP0319'1.4 MI W FROM BATTLE CREEK.
 MP0319'1.4 MILES WEST ALONG STATE HIGHWAY 129 FROM BATTLE CREEK, ROUTT
 MP0319'COUNTY, EAST OF A RAVINE, ON THE NORTH SIDE OF THE HIGHWAY, AND IN THE
 MP0319'TOP OF A ROCK.  A COPPER RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0328 ***********************************************************************
 LM0328  DESIGNATION -  6747
 LM0328  PID         -  LM0328
 LM0328  STATE/COUNTY-  CO/ROUTT
 LM0328  USGS QUAD   -  MAD CREEK (1962)
 LM0328
 LM0328                         *CURRENT SURVEY CONTROL
 LM0328  ___________________________________________________________________
 LM0328* NAD 83(1986)-  40 33 55.     (N)    106 53 21.     (W)     SCALED    
 LM0328* NAVD 88     -      2057.30   (+/-2cm)    6749.7    (feet)  VERTCON   
 LM0328  ___________________________________________________________________
 LM0328  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 LM0328
 LM0328  VERT ORDER  -  ? (See Below)
 LM0328
 LM0328.The horizontal coordinates were scaled from a topographic map and have
 LM0328.an estimated accuracy of +/- 6 seconds.
 LM0328
 LM0328.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0328.The vertical order pertains to the NGVD 29 superseded value.
 LM0328
 LM0328.The geoid height was determined by GEOID03.
 LM0328
 LM0328;                    North         East    Units  Estimated Accuracy
 LM0328;SPC CO N     -   442,510.      796,770.      MT  (+/- 180 meters Scaled)
 LM0328
 LM0328                          SUPERSEDED SURVEY CONTROL
 LM0328
 LM0328  NGVD 29 (??/??/92) 2056.042  (m)         6745.53   (f) ADJ UNCH    ?  
 LM0328
 LM0328.Superseded values are not recommended for survey control.
 LM0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0328.See file dsdata.txt to determine how the superseded data were derived.
 LM0328
 LM0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE400922(NAD 83)
 LM0328_MARKER: P = PIPE CAP
 LM0328_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LM0328_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LM0328_STAMPING: 6747
 LM0328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0328
 LM0328  HISTORY     - Date     Condition        Report By
 LM0328  HISTORY     - UNK      MONUMENTED       USGS
 LM0328  HISTORY     - 1934     GOOD             NGS
 LM0328  HISTORY     - 1978     GOOD             NGS
 LM0328
 LM0328                          STATION DESCRIPTION
 LM0328
 LM0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LM0328'6.3 MI N FROM STEAMBOAT SPRINGS.
 LM0328'6.3 MILES NORTH ALONG STATE HIGHWAY 129 FROM THE COUNTY COURTHOUSE AT
 LM0328'STEAMBOAT SPRINGS, ROUTT COUNTY, 90 FEET SOUTH OF THE BRIDGE OVER MAD
 LM0328'CREEK, AND 15 FEET EAST OF THE HIGHWAY.  A UNITED STATE GEOLOGICAL
 LM0328'SURVEY STANDARD CAP, STAMPED 6747 AND RIVETED ON THE TOP OF A 3-1/2
 LM0328'INCH IRON PIPE.
 LM0328
 LM0328                          STATION RECOVERY (1978)
 LM0328
 LM0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LM0328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0717 ***********************************************************************
 KK0717  DESIGNATION -  6766
 KK0717  PID         -  KK0717
 KK0717  STATE/COUNTY-  CO/JEFFERSON
 KK0717  USGS QUAD   -  PINE (1994)
 KK0717
 KK0717                         *CURRENT SURVEY CONTROL
 KK0717  ___________________________________________________________________
 KK0717* NAD 83(1986)-  39 24 32.     (N)    105 19 36.     (W)     SCALED    
 KK0717* NAVD 88     -      2062.961  (meters)    6768.23   (feet)  ADJUSTED  
 KK0717  ___________________________________________________________________
 KK0717  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 KK0717  DYNAMIC HT  -        2060.755 (meters)    6760.99  (feet)  COMP
 KK0717  MODELED GRAV-     979,483.4   (mgal)                       NAVD 88
 KK0717
 KK0717  VERT ORDER  -  FIRST     CLASS II
 KK0717
 KK0717.The horizontal coordinates were scaled from a topographic map and have
 KK0717.an estimated accuracy of +/- 6 seconds.
 KK0717
 KK0717.The orthometric height was determined by differential leveling
 KK0717.and adjusted by the National Geodetic Survey in June 1991..
 KK0717
 KK0717.The geoid height was determined by GEOID03.
 KK0717
 KK0717.The dynamic height is computed by dividing the NAVD 88
 KK0717.geopotential number by the normal gravity value computed on the
 KK0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0717.degrees latitude (g = 980.6199 gals.).
 KK0717
 KK0717.The modeled gravity was interpolated from observed gravity values.
 KK0717
 KK0717;                    North         East    Units  Estimated Accuracy
 KK0717;SPC CO C     -   479,720.      929,330.      MT  (+/- 180 meters Scaled)
 KK0717
 KK0717                          SUPERSEDED SURVEY CONTROL
 KK0717
 KK0717  NGVD 29 (??/??/92) 2061.804  (m)         6764.44   (f) ADJ UNCH    1 2
 KK0717
 KK0717.Superseded values are not recommended for survey control.
 KK0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0717.See file dsdata.txt to determine how the superseded data were derived.
 KK0717
 KK0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD718622(NAD 83)
 KK0717_MARKER: DD = SURVEY DISK
 KK0717_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0717_SP_SET: FENCE CORNER STONE
 KK0717_STAMPING: 6766
 KK0717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0717
 KK0717  HISTORY     - Date     Condition        Report By
 KK0717  HISTORY     - UNK      MONUMENTED       USGS
 KK0717  HISTORY     - 1951     GOOD             NGS
 KK0717  HISTORY     - 1955     GOOD             NGS
 KK0717
 KK0717                          STATION DESCRIPTION
 KK0717
 KK0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0717'0.1 MI W FROM PINE GROVE.
 KK0717'0.1 MILE WEST ALONG STATE HIGHWAY 126 FROM THE OLD COLORADO
 KK0717'AND SOUTHERN RAILROAD STATION AT PINE GROVE, 50 FEET NORTH OF THE
 KK0717'CENTER LINE OF THE HIGHWAY, 23.6 FEET EAST OF THE MOST EASTERLY ONE
 KK0717'OF THREE SPRUCE TREES, SET VERTICALLY IN THE SOUTHEAST CORNER STONE
 KK0717'OF A STONE FENCE AROUND A SMALL WHITE HOUSE, 1.8 FEET ABOVE THE
 KK0717'GROUND.
 KK0717
 KK0717                          STATION RECOVERY (1955)
 KK0717
 KK0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1847 ***********************************************************************
 KK1847  DESIGNATION -  68
 KK1847  PID         -  KK1847
 KK1847  STATE/COUNTY-  CO/JEFFERSON
 KK1847  USGS QUAD   -  MORRISON (1994)
 KK1847
 KK1847                         *CURRENT SURVEY CONTROL
 KK1847  ___________________________________________________________________
 KK1847* NAD 83(1992)-  39 40 04.97496(N)    105 08 48.06774(W)     ADJUSTED  
 KK1847* NAVD 88     -      1774.1    (meters)    5821.     (feet)  VERTCON   
 KK1847  ___________________________________________________________________
 KK1847  LAPLACE CORR-         -17.10  (seconds)                    DEFLEC99
 KK1847  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 KK1847
 KK1847  HORZ ORDER  -  SECOND
 KK1847
 KK1847.The horizontal coordinates were established by classical geodetic methods
 KK1847.and adjusted by the National Geodetic Survey in January 1993..
 KK1847
 KK1847.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1847
 KK1847.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1847
 KK1847.The geoid height was determined by GEOID03.
 KK1847
 KK1847;                    North         East     Units Scale Factor Converg.
 KK1847;SPC CO C     -   508,532.034   944,717.768   MT  0.99998482   +0 13 22.2
 KK1847;SPC CO C     - 1,668,408.85  3,099,461.54   sFT  0.99998482   +0 13 22.2
 KK1847;UTM  13      - 4,390,925.198   487,418.550   MT  0.99960195   -0 05 37.1
 KK1847
 KK1847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1847!SPC CO C     -   0.99972426  x   0.99998482  =   0.99970909
 KK1847!UTM  13      -   0.99972426  x   0.99960195  =   0.99932632
 KK1847
 KK1847:                Primary Azimuth Mark                     Grid Az
 KK1847:SPC CO C     -  68 AZ MK                                 088 34 33.2
 KK1847:UTM  13      -  68 AZ MK                                 088 53 32.5
 KK1847
 KK1847|---------------------------------------------------------------------|
 KK1847| PID    Reference Object                     Distance      Geod. Az  |
 KK1847|                                                           dddmmss.s |
 KK1847| CP7162 68 AZ MK                                           0884755.4 |
 KK1847| CP7164 68 RM 2                              16.690 METERS 09920     |
 KK1847| CP7163 68 RM 1                              18.327 METERS 35805     |
 KK1847|---------------------------------------------------------------------|
 KK1847
 KK1847                          SUPERSEDED SURVEY CONTROL
 KK1847
 KK1847  NAD 83(1986)-  39 40 04.97209(N)    105 08 48.06636(W) AD(       ) 2
 KK1847  NAD 27      -  39 40 05.01527(N)    105 08 46.11336(W) AD(       ) 2
 KK1847  NGVD 29 (07/19/86) 1773.1    (m)         5817.     (f) VERT ANG       
 KK1847
 KK1847.Superseded values are not recommended for survey control.
 KK1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1847.See file dsdata.txt to determine how the superseded data were derived.
 KK1847
 KK1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8741990925(NAD 83)
 KK1847_MARKER: DD = SURVEY DISK
 KK1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1847_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1847_STAMPING: 68 1977
 KK1847_MARK LOGO: CO-059
 KK1847_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1847+STABILITY: SURFACE MOTION
 KK1847
 KK1847  HISTORY     - Date     Condition        Report By
 KK1847  HISTORY     - 1977     MONUMENTED       CO-059
 KK1847  HISTORY     - 19850409 GOOD             NGS
 KK1847
 KK1847                          STATION DESCRIPTION
 KK1847
 KK1847'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1847'THE STATION IS LOCATED 200 YARDS NORTH OF STATE HIGHWAY 8, 1/4
 KK1847'MILE NORTH OF THE NORTH SHORE OF MOUNT CARBON DAM AND 200 FEET
 KK1847'NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF SECTION 30, T 4 S,
 KK1847'R 69 W.
 KK1847'
 KK1847'TO REACH THE STATION FROM THE LAKEWOOD CITY HALL GO SOUTH ON
 KK1847'SOUTH UNION BOULEVARD 2.5 MILES TO WEST JEWELL AVENUE.  TURN
 KK1847'LEFT AND GO 1.0 MILE EAST TO SOUTH KIPLING STREET.  TURN RIGHT
 KK1847'AND GO SOUTH 0.9 MILE TO MORRISON ROAD.  TURN RIGHT AND GO
 KK1847'NORTHWEST 2.2 MILES TO A NORTH-SOUTH SECTION FENCE ON THE RIGHT,
 KK1847'AND 150 FEET NORTHEAST OF ITS INTERSECTION WITH THE NORTH
 KK1847'RIGHT-OF-WAY FENCE.
 KK1847'
 KK1847'THE AZIMUTH MARK IS AT THE POINT WHERE THE ABOVE MENTIONED
 KK1847'SECTION FENCE AND RIGHT-OF-WAY FENCE INTERSECTS.
 KK1847'
 KK1847'THE STATION MARK STAMPED---68 JCMD 1977---, IS A 3-INCH BRONZE
 KK1847'DISK SET IN CONCRETE FLUSH WITH THE GROUND, 150 NORTH OF THE
 KK1847'NORTH RIGHT-OF-WAY FENCE, 150 FEET EAST OF THE NORTH-SOUTH
 KK1847'SECTION FENCE AND 200 FEET NORTHEAST OF THE SECTION CORNER
 KK1847'BRASS CAP.
 KK1847'
 KK1847'REFERENCE MARK 1, STAMPED---68 JCMD RM 1 1977---, IS A 3-INCH
 KK1847'BRONZE DISK SET IN CONCRETE FLUSH WITH THE GROUND, 60 FEET
 KK1847'NORTH OF THE STATION.
 KK1847'
 KK1847'REFERENCE MARK 2, STAMPED---68 JCMD RM 2 1977---, IS A 3-INCH
 KK1847'BRONZE DISK SET IN CONCRETE FLUSH WITH THE GROUND, 55 FEET
 KK1847'EAST OF THE NORTH-SOUTH SECTION FENCE.
 KK1847'
 KK1847'THE AZIMUTH MARK, STAMPED---68 JCMD AZM 1977---, IS A 3-INCH
 KK1847'BRONZE DISK SET IN CONCRETE AT GROUND LEVEL, 1 FOOT SOUTH OF
 KK1847'THE NORTH RIGHT-OF-WAY FENCE AND 104-1/2 FEET EAST OF A METAL
 KK1847'TELEPHONE BOX.
 KK1847
 KK1847                          STATION RECOVERY (1985)
 KK1847
 KK1847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 KK1847'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN FAIR
 KK1847'CONDITION, THE AZIMUTH WAS DESTROYED SEVERAL YEARS AGO.  THIS STATION
 KK1847'IS SUPPOSED TO BE DESTROYED BY CONSTRUCTION SO A CHECK WAS MADE WITH
 KK1847'STATION--CARBON 1977 AZIMUTH MARK--NEARBY WHICH CAN BE USED.  A NEW
 KK1847'AZIMUTH MARK WAS SET FOR STATION CARBON AZ MK WHICH CAN BE USED FROM
 KK1847'EITHER STATION. THE ANGLES AND DISTANCES CHECKED WITHIN REASON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0466 ***********************************************************************
 LM0466  DESIGNATION -  6826.37
 LM0466  PID         -  LM0466
 LM0466  STATE/COUNTY-  CO/RIO BLANCO
 LM0466  USGS QUAD   -  RATTLESNAKE MESA (1966)
 LM0466
 LM0466                         *CURRENT SURVEY CONTROL
 LM0466  ___________________________________________________________________
 LM0466* NAD 83(1986)-  40 06 01.     (N)    107 51 06.     (W)     SCALED    
 LM0466* NAVD 88     -      2082.086  (meters)    6830.98   (feet)  ADJUSTED  
 LM0466  ___________________________________________________________________
 LM0466  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 LM0466  DYNAMIC HT  -        2079.950 (meters)    6823.97  (feet)  COMP
 LM0466  MODELED GRAV-     979,525.3   (mgal)                       NAVD 88
 LM0466
 LM0466  VERT ORDER  -  SECOND    CLASS 0
 LM0466
 LM0466.The horizontal coordinates were scaled from a topographic map and have
 LM0466.an estimated accuracy of +/- 6 seconds.
 LM0466
 LM0466.The orthometric height was determined by differential leveling
 LM0466.and adjusted by the National Geodetic Survey in June 1991..
 LM0466
 LM0466.The geoid height was determined by GEOID03.
 LM0466
 LM0466.The dynamic height is computed by dividing the NAVD 88
 LM0466.geopotential number by the normal gravity value computed on the
 LM0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0466.degrees latitude (g = 980.6199 gals.).
 LM0466
 LM0466.The modeled gravity was interpolated from observed gravity values.
 LM0466
 LM0466;                    North         East    Units  Estimated Accuracy
 LM0466;SPC CO N     -   392,610.      713,910.      MT  (+/- 180 meters Scaled)
 LM0466
 LM0466                          SUPERSEDED SURVEY CONTROL
 LM0466
 LM0466  NGVD 29 (??/??/92) 2080.757  (m)         6826.62   (f) ADJ UNCH    2 0
 LM0466
 LM0466.Superseded values are not recommended for survey control.
 LM0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0466.See file dsdata.txt to determine how the superseded data were derived.
 LM0466
 LM0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE569427(NAD 83)
 LM0466_MARKER: DD = SURVEY DISK
 LM0466_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0466_SP_SET: CULVERT
 LM0466_STAMPING: FO18-1(11) 6826.37
 LM0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0466
 LM0466  HISTORY     - Date     Condition        Report By
 LM0466  HISTORY     - UNK      MONUMENTED       CODH
 LM0466  HISTORY     - 1966     GOOD             NGS
 LM0466
 LM0466                          STATION DESCRIPTION
 LM0466
 LM0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 LM0466'6.4 MI NE FROM MEEKER.
 LM0466'6.4 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE FIRE STATION AT
 LM0466'MEEKER, IN THE TOP AND 0.7 FOOT SOUTH OF THE NORTH END OF THE EAST
 LM0466'HEAD WALL OF A 4 X 8-FOOT CONCRETE BOX CULVERT, 25 FEET EAST OF THE
 LM0466'CENTER LINE OF THE HIGHWAY AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0073 ***********************************************************************
 JM0073  DESIGNATION -  6843
 JM0073  PID         -  JM0073
 JM0073  STATE/COUNTY-  CO/SAN MIGUEL
 JM0073  USGS QUAD   -  NORWOOD (1973)
 JM0073
 JM0073                         *CURRENT SURVEY CONTROL
 JM0073  ___________________________________________________________________
 JM0073* NAD 83(1986)-  38 09 09.     (N)    108 19 30.     (W)     SCALED    
 JM0073* NAVD 88     -      2086.354  (meters)    6844.98   (feet)  ADJUSTED  
 JM0073  ___________________________________________________________________
 JM0073  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 JM0073  DYNAMIC HT  -        2083.775 (meters)    6836.52  (feet)  COMP
 JM0073  MODELED GRAV-     979,319.0   (mgal)                       NAVD 88
 JM0073
 JM0073  VERT ORDER  -  SECOND    CLASS 0
 JM0073
 JM0073.The horizontal coordinates were scaled from a topographic map and have
 JM0073.an estimated accuracy of +/- 6 seconds.
 JM0073
 JM0073.The orthometric height was determined by differential leveling
 JM0073.and adjusted by the National Geodetic Survey in June 1991..
 JM0073
 JM0073.The geoid height was determined by GEOID03.
 JM0073
 JM0073.The dynamic height is computed by dividing the NAVD 88
 JM0073.geopotential number by the normal gravity value computed on the
 JM0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0073.degrees latitude (g = 980.6199 gals.).
 JM0073
 JM0073.The modeled gravity was interpolated from observed gravity values.
 JM0073
 JM0073;                    North         East    Units  Estimated Accuracy
 JM0073;SPC CO S     -   473,450.      666,840.      MT  (+/- 180 meters Scaled)
 JM0073
 JM0073                          SUPERSEDED SURVEY CONTROL
 JM0073
 JM0073  NGVD 29 (??/??/92) 2084.997  (m)         6840.53   (f) ADJ UNCH    2 0
 JM0073
 JM0073.Superseded values are not recommended for survey control.
 JM0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0073.See file dsdata.txt to determine how the superseded data were derived.
 JM0073
 JM0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH343261(NAD 83)
 JM0073_MARKER: DD = SURVEY DISK
 JM0073_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JM0073_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JM0073_STAMPING: 6843
 JM0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0073
 JM0073  HISTORY     - Date     Condition        Report By
 JM0073  HISTORY     - UNK      MONUMENTED       USGS
 JM0073  HISTORY     - 1934     GOOD             NGS
 JM0073
 JM0073                          STATION DESCRIPTION
 JM0073
 JM0073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JM0073'3.0 MI NW FROM NORWOOD.
 JM0073'3.0 MILES NORTHWEST OF, ALONG STATE HWY. 145, FROM NORWOOD PUBLIC
 JM0073'SCHOOL. 180 FEET EAST OF FRED WRIGHTS FARM HOUSE.  45 FEET SOUTHWEST
 JM0073'OF CENTERLINE OF STATE HWY. 145.  5 FEET NORTH OF TELEPHONE POLE NO.
 JM0073'132.  IRON POST SET ON MONTROSE-SAN MIGUEL COUNTY LINE, ALSO ON
 JM0073'OUTSIDE OF HIGHWAY CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0346 ***********************************************************************
 LM0346  DESIGNATION -  6851
 LM0346  PID         -  LM0346
 LM0346  STATE/COUNTY-  CO/ROUTT
 LM0346  USGS QUAD   -  TUMBLE MOUNTAIN (1962)
 LM0346
 LM0346                         *CURRENT SURVEY CONTROL
 LM0346  ___________________________________________________________________
 LM0346* NAD 83(1986)-  40 59 58.     (N)    107 08 44.     (W)     SCALED    
 LM0346* NAVD 88     -      2089.604  (meters)    6855.64   (feet)  ADJUSTED  
 LM0346  ___________________________________________________________________
 LM0346  GEOID HEIGHT-         -12.06  (meters)                     GEOID03
 LM0346  DYNAMIC HT  -        2087.705 (meters)    6849.41  (feet)  COMP
 LM0346  MODELED GRAV-     979,640.0   (mgal)                       NAVD 88
 LM0346
 LM0346  VERT ORDER  -  SECOND    CLASS 0
 LM0346
 LM0346.The horizontal coordinates were scaled from a topographic map and have
 LM0346.an estimated accuracy of +/- 6 seconds.
 LM0346
 LM0346.The orthometric height was determined by differential leveling
 LM0346.and adjusted by the National Geodetic Survey in June 1991..
 LM0346
 LM0346.The geoid height was determined by GEOID03.
 LM0346
 LM0346.The dynamic height is computed by dividing the NAVD 88
 LM0346.geopotential number by the normal gravity value computed on the
 LM0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0346.degrees latitude (g = 980.6199 gals.).
 LM0346
 LM0346.The modeled gravity was interpolated from observed gravity values.
 LM0346
 LM0346;                    North         East    Units  Estimated Accuracy
 LM0346;SPC CO N     -   491,090.      775,950.      MT  (+/- 180 meters Scaled)
 LM0346
 LM0346                          SUPERSEDED SURVEY CONTROL
 LM0346
 LM0346  NGVD 29 (??/??/92) 2088.418  (m)         6851.75   (f) ADJ UNCH    2 0
 LM0346
 LM0346.Superseded values are not recommended for survey control.
 LM0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0346.See file dsdata.txt to determine how the superseded data were derived.
 LM0346
 LM0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF195409(NAD 83)
 LM0346_MARKER: DD = SURVEY DISK
 LM0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0346_SP_SET: STONE POST
 LM0346_STAMPING: 6851 LARAMIE 50
 LM0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0346+STABILITY: SURFACE MOTION
 LM0346
 LM0346  HISTORY     - Date     Condition        Report By
 LM0346  HISTORY     - UNK      MONUMENTED       USGS
 LM0346  HISTORY     - 1934     GOOD             NGS
 LM0346
 LM0346                          STATION DESCRIPTION
 LM0346
 LM0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LM0346'5.2 MI E FROM BATTLE CREEK.
 LM0346'5.2 MILES EAST ALONG STATE HIGHWAY 129 FROM BATTLE CREEK, ROUTT
 LM0346'COUNTY, 40 FEET SOUTH OF THE U. R. TEMPLE FRONT DOOR STEPS, 2 FEET
 LM0346'EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK, AND 45 FEET NORTH OF THE
 LM0346'CENTERLINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 LM0346'DISK, STAMPED 6851 LARAMIE 50 AND SET IN THE TOP OF A STONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0765 ***********************************************************************
 KK0765  DESIGNATION -  6853.97
 KK0765  PID         -  KK0765
 KK0765  STATE/COUNTY-  CO/JEFFERSON
 KK0765  USGS QUAD   -  GREEN MOUNTAIN (1984)
 KK0765
 KK0765                         *CURRENT SURVEY CONTROL
 KK0765  ___________________________________________________________________
 KK0765* NAD 83(1986)-  39 15 12.     (N)    105 15 49.     (W)     SCALED    
 KK0765* NAVD 88     -      2089.896  (meters)    6856.60   (feet)  ADJUSTED  
 KK0765  ___________________________________________________________________
 KK0765  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 KK0765  DYNAMIC HT  -        2087.628 (meters)    6849.16  (feet)  COMP
 KK0765  MODELED GRAV-     979,467.3   (mgal)                       NAVD 88
 KK0765
 KK0765  VERT ORDER  -  SECOND    CLASS 0
 KK0765
 KK0765.The horizontal coordinates were scaled from a topographic map and have
 KK0765.an estimated accuracy of +/- 6 seconds.
 KK0765
 KK0765.The orthometric height was determined by differential leveling
 KK0765.and adjusted by the National Geodetic Survey in June 1991..
 KK0765
 KK0765.The geoid height was determined by GEOID03.
 KK0765
 KK0765.The dynamic height is computed by dividing the NAVD 88
 KK0765.geopotential number by the normal gravity value computed on the
 KK0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0765.degrees latitude (g = 980.6199 gals.).
 KK0765
 KK0765.The modeled gravity was interpolated from observed gravity values.
 KK0765
 KK0765;                    North         East    Units  Estimated Accuracy
 KK0765;SPC CO C     -   462,460.      934,810.      MT  (+/- 180 meters Scaled)
 KK0765
 KK0765                          SUPERSEDED SURVEY CONTROL
 KK0765
 KK0765  NGVD 29 (??/??/92) 2088.747  (m)         6852.83   (f) ADJ UNCH    2 0
 KK0765
 KK0765.Superseded values are not recommended for survey control.
 KK0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0765.See file dsdata.txt to determine how the superseded data were derived.
 KK0765
 KK0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD772449(NAD 83)
 KK0765_MARKER: DD = SURVEY DISK
 KK0765_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0765_SP_SET: CULVERT
 KK0765_STAMPING: 6853.97
 KK0765_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0765
 KK0765  HISTORY     - Date     Condition        Report By
 KK0765  HISTORY     - UNK      MONUMENTED       BPR
 KK0765  HISTORY     - 1934     GOOD             NGS
 KK0765
 KK0765                          STATION DESCRIPTION
 KK0765
 KK0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KK0765'3.8 MI NW FROM DECKERS.
 KK0765'IN JEFFERSON COUNTY, 3.8 MILES NORTHWEST ALONG STATE HIGHWAY 126
 KK0765'FROM THE BRIDGE OVER SOUTH PLATTE RIVER AT DECKERS, DOUGLAS
 KK0765'COUNTY, 200 YARDS SOUTHEAST OF A 15- BY 20-FOOT GRANITE ROCK
 KK0765'AT A FORK IN THE CREEK, 500 FEET SOUTHEAST OF A RANCH HOUSE,
 KK0765'NEAR THE TOP OF A LONG GRADE TO THE NORTH, AT A CONCRETE-BOX
 KK0765'CULVERT, IN THE CENTER OF THE TOP OF THE EAST CONCRETE HEADWALL,
 KK0765'AND 12 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A UNITED
 KK0765'STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 6853.97.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0721 ***********************************************************************
 KK0721  DESIGNATION -  6856
 KK0721  PID         -  KK0721
 KK0721  STATE/COUNTY-  CO/JEFFERSON
 KK0721  USGS QUAD   -  PINE (1994)
 KK0721
 KK0721                         *CURRENT SURVEY CONTROL
 KK0721  ___________________________________________________________________
 KK0721* NAD 83(1986)-  39 24 36.     (N)    105 21 16.     (W)     SCALED    
 KK0721* NAVD 88     -      2090.622  (meters)    6858.98   (feet)  ADJUSTED  
 KK0721  ___________________________________________________________________
 KK0721  GEOID HEIGHT-         -13.97  (meters)                     GEOID03
 KK0721  DYNAMIC HT  -        2088.354 (meters)    6851.54  (feet)  COMP
 KK0721  MODELED GRAV-     979,467.4   (mgal)                       NAVD 88
 KK0721
 KK0721  VERT ORDER  -  FIRST     CLASS II
 KK0721
 KK0721.The horizontal coordinates were scaled from a topographic map and have
 KK0721.an estimated accuracy of +/- 6 seconds.
 KK0721
 KK0721.The orthometric height was determined by differential leveling
 KK0721.and adjusted by the National Geodetic Survey in June 1991..
 KK0721
 KK0721.The geoid height was determined by GEOID03.
 KK0721
 KK0721.The dynamic height is computed by dividing the NAVD 88
 KK0721.geopotential number by the normal gravity value computed on the
 KK0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0721.degrees latitude (g = 980.6199 gals.).
 KK0721
 KK0721.The modeled gravity was interpolated from observed gravity values.
 KK0721
 KK0721;                    North         East    Units  Estimated Accuracy
 KK0721;SPC CO C     -   479,830.      926,940.      MT  (+/- 180 meters Scaled)
 KK0721
 KK0721                          SUPERSEDED SURVEY CONTROL
 KK0721
 KK0721  NGVD 29 (??/??/92) 2089.431  (m)         6855.07   (f) ADJ UNCH    1 2
 KK0721
 KK0721.Superseded values are not recommended for survey control.
 KK0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0721.See file dsdata.txt to determine how the superseded data were derived.
 KK0721
 KK0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD694623(NAD 83)
 KK0721_MARKER: DD = SURVEY DISK
 KK0721_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0721_SP_SET: PILLAR
 KK0721_STAMPING: BM 6856 1930
 KK0721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0721
 KK0721  HISTORY     - Date     Condition        Report By
 KK0721  HISTORY     - 1930     MONUMENTED       DMWW
 KK0721  HISTORY     - 1951     GOOD             NGS
 KK0721  HISTORY     - 1955     GOOD             NGS
 KK0721
 KK0721                          STATION DESCRIPTION
 KK0721
 KK0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0721'2.4 MI SW FROM PINE GROVE.
 KK0721'2.4 MILES SOUTHWEST ALONG THE ABANDONED COLORADO AND SOUTHERN
 KK0721'RAILROAD GRADE FROM THE POST OFFICE AT PINE GROVE, AT A CONCRETE
 KK0721'AND STEEL FLOOD GATE ACROSS THE NORTH FORK OF THE SOUTH PLATTE
 KK0721'RIVER, 60 FEET SOUTHWEST OF THE CENTER LINE OF THE OLD RAILROAD
 KK0721'GRADE, 20 FEET SOUTHWEST OF THE BANK OF THE RIVER, SET IN THE TOP
 KK0721'OF THE NORTH CONCRETE PILLAR OF THE FLOOD GATE, 5 FEET ABOVE THE
 KK0721'PRESENT WATER LEVEL.
 KK0721
 KK0721                          STATION RECOVERY (1955)
 KK0721
 KK0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0426 ***********************************************************************
 KL0426  DESIGNATION -  6864
 KL0426  PID         -  KL0426
 KL0426  STATE/COUNTY-  CO/EAGLE
 KL0426  USGS QUAD   -  WOLCOTT (1987)
 KL0426
 KL0426                         *CURRENT SURVEY CONTROL
 KL0426  ___________________________________________________________________
 KL0426* NAD 83(1992)-  39 41 52.08961(N)    106 44 10.52913(W)     ADJUSTED  
 KL0426* NAVD 88     -      2093.122  (meters)    6867.18   (feet)  ADJUSTED  
 KL0426  ___________________________________________________________________
 KL0426  X           -  -1,415,588.388 (meters)                     COMP
 KL0426  Y           -  -4,707,576.273 (meters)                     COMP
 KL0426  Z           -   4,053,553.725 (meters)                     COMP
 KL0426  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 KL0426  ELLIP HEIGHT-        2079.69  (meters)          (12/03/02) GPS OBS
 KL0426  GEOID HEIGHT-         -13.42  (meters)                     GEOID03
 KL0426  DYNAMIC HT  -        2090.798 (meters)    6859.56  (feet)  COMP
 KL0426  MODELED GRAV-     979,442.4   (mgal)                       NAVD 88
 KL0426
 KL0426  HORZ ORDER  -  FIRST
 KL0426  VERT ORDER  -  SECOND    CLASS 0
 KL0426  ELLP ORDER  -  FOURTH    CLASS II
 KL0426
 KL0426.The horizontal coordinates were established by GPS observations
 KL0426.and adjusted by the National Geodetic Survey in March 1999..
 KL0426
 KL0426.The orthometric height was determined by differential leveling
 KL0426.and adjusted by the National Geodetic Survey in June 1991..
 KL0426
 KL0426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KL0426
 KL0426.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0426
 KL0426.The ellipsoidal height was determined by GPS observations
 KL0426.and is referenced to NAD 83.
 KL0426
 KL0426.The geoid height was determined by GEOID03.
 KL0426
 KL0426.The dynamic height is computed by dividing the NAVD 88
 KL0426.geopotential number by the normal gravity value computed on the
 KL0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0426.degrees latitude (g = 980.6199 gals.).
 KL0426
 KL0426.The modeled gravity was interpolated from observed gravity values.
 KL0426
 KL0426;                    North         East     Units Scale Factor Converg.
 KL0426;SPC CO C     -   512,498.033   808,373.407   MT  0.99999009   -0 46 46.9
 KL0426;SPC CO C     - 1,681,420.63  2,652,138.42   sFT  0.99999009   -0 46 46.9
 KL0426;UTM  13      - 4,395,658.073   351,138.028   MT  0.99987282   -1 06 33.2
 KL0426
 KL0426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0426!SPC CO C     -   0.99967384  x   0.99999009  =   0.99966393
 KL0426!UTM  13      -   0.99967384  x   0.99987282  =   0.99954670
 KL0426
 KL0426                          SUPERSEDED SURVEY CONTROL
 KL0426
 KL0426  ELLIP H (03/05/99) 2079.67   (m)                       GP(       ) 4 2
 KL0426  NGVD 29 (??/??/92) 2091.728  (m)         6862.61   (f) ADJ UNCH    2 0
 KL0426
 KL0426.Superseded values are not recommended for survey control.
 KL0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0426.See file dsdata.txt to determine how the superseded data were derived.
 KL0426
 KL0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD5113895658(NAD 83)
 KL0426_MARKER: DD = SURVEY DISK
 KL0426_SETTING: 80 = SET IN A BOULDER
 KL0426_SP_SET: BOULDER
 KL0426_STAMPING: 6864
 KL0426_MARK LOGO: USGS  
 KL0426_PROJECTION: FLUSH
 KL0426_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0426+STABILITY: SURFACE MOTION
 KL0426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KL0426+SATELLITE: SATELLITE OBSERVATIONS - October 10, 1998
 KL0426
 KL0426  HISTORY     - Date     Condition        Report By
 KL0426  HISTORY     - UNK      MONUMENTED       USGS
 KL0426  HISTORY     - 1938     GOOD             NGS
 KL0426  HISTORY     - 19981010 GOOD             MSI
 KL0426
 KL0426                          STATION DESCRIPTION
 KL0426
 KL0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KL0426'4 MI W FROM WALCOTT.
 KL0426'4 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KL0426'WOLCOTT, EAGLE COUNTY, 1.7 MILES WEST OF THE SHERWOOD SPUR, 35 FEET
 KL0426'SOUTHWEST OF MILEPOST 323, 20 FEET SOUTH OF THE TRACK, IN THE TOP OF A
 KL0426'GRANITE BOULDER, AND 9 FEET HIGHER THAN THE TRACK.  A UNITED STATES
 KL0426'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 6864.
 KL0426
 KL0426                          STATION RECOVERY (1998)
 KL0426
 KL0426'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1998 (PD)
 KL0426'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1170 ***********************************************************************
 JK1170  DESIGNATION -  6882.8 TG
 JK1170  PID         -  JK1170
 JK1170  STATE/COUNTY-  CO/EL PASO
 JK1170  USGS QUAD   -  FALCON NW (1994)
 JK1170
 JK1170                         *CURRENT SURVEY CONTROL
 JK1170  ___________________________________________________________________
 JK1170* NAD 83(1992)-  38 54 36.18545(N)    104 43 44.48476(W)     ADJUSTED  
 JK1170* NAVD 88     -      2098.76   (+/-2cm)    6885.7    (feet)  VERTCON   
 JK1170  ___________________________________________________________________
 JK1170  LAPLACE CORR-          -9.11  (seconds)                    DEFLEC99
 JK1170  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 JK1170
 JK1170  HORZ ORDER  -  THIRD
 JK1170  VERT ORDER  -  THIRD ? (See Below)
 JK1170
 JK1170.The horizontal coordinates were established by classical geodetic methods
 JK1170.and adjusted by the National Geodetic Survey in January 1993..
 JK1170
 JK1170.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1170.The vertical order pertains to the NGVD 29 superseded value.
 JK1170
 JK1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1170
 JK1170.The geoid height was determined by GEOID03.
 JK1170
 JK1170;                    North         East     Units Scale Factor Converg.
 JK1170;SPC CO C     -   424,607.549   981,268.506   MT  0.99994144   +0 29 10.5
 JK1170;SPC CO C     - 1,393,066.60  3,219,378.42   sFT  0.99994144   +0 29 10.5
 JK1170;UTM  13      - 4,306,829.875   523,494.025   MT  0.99960680   +0 10 12.7
 JK1170
 JK1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1170!SPC CO C     -   0.99967353  x   0.99994144  =   0.99961499
 JK1170!UTM  13      -   0.99967353  x   0.99960680  =   0.99928046
 JK1170
 JK1170                          SUPERSEDED SURVEY CONTROL
 JK1170
 JK1170  NAD 83(1986)-  38 54 36.17697(N)    104 43 44.48049(W) AD(       ) 3
 JK1170  NAD 27      -  38 54 36.20596(N)    104 43 42.58005(W) AD(       ) 3
 JK1170  NGVD 29 (07/19/86) 2097.62   (m)         6881.9    (f) LEVELING    3  
 JK1170
 JK1170.Superseded values are not recommended for survey control.
 JK1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1170.See file dsdata.txt to determine how the superseded data were derived.
 JK1170
 JK1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED2349406830(NAD 83)
 JK1170
 JK1170  HISTORY     - Date     Condition        Report By
 JK1170  HISTORY     - 1934     MONUMENTED       USFS
 JK1170  HISTORY     - 1934     GOOD             USE
 JK1170
 JK1170                          STATION DESCRIPTION
 JK1170
 JK1170'DESCRIBED BY US ENGINEERS 1934
 JK1170'THIS POINT IS LOCATED IN SEC. 24, T 13 S, R 66 W, APPROXIMATELY 7.5
 JK1170'MI. NE. OF THE OLD COLORADO SPRINGS POST OFFICE.
 JK1170'
 JK1170'TO REACH BY AUTO TRAVEL N. ON U.S. HIGHWAY 85 FOR 2.0 MI. FROM THE
 JK1170'COLORADO SPRINGS POST OFFICE TO INTERSECTION WITH STATE HIGHWAY 189,
 JK1170'THENCE RIGHT (NORTHEASTERLY) FOLLOWING STATE HIGHWAY 189 FOR 6.3 MI.
 JK1170'TO GATE AND RD. ON RIGHT (E.).  STATION IS APPROXIMATELY 1800 FT. E.
 JK1170'OF HIGHWAY, TOP OF LOW RIDGE, 40 FT. S. OF ADJACENT GRAVEL PIT.
 JK1170'
 JK1170'STATION MARK--FOREST SERVICE BENCH MARK SET IN CONCRETE POST AND
 JK1170'STAMPED ---DEPARTMENT OF AGRICULTURE - FOREST SERVICE 6882-8 1934
 JK1170'BM TG---.
 JK1170'
 JK1170'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0325 ***********************************************************************
 LM0325  DESIGNATION -  6898
 LM0325  PID         -  LM0325
 LM0325  STATE/COUNTY-  CO/ROUTT
 LM0325  USGS QUAD   -  MAD CREEK (1962)
 LM0325
 LM0325                         *CURRENT SURVEY CONTROL
 LM0325  ___________________________________________________________________
 LM0325* NAD 83(1986)-  40 36 04.     (N)    106 55 15.     (W)     SCALED    
 LM0325* NAVD 88     -      2103.183  (meters)    6900.19   (feet)  ADJUSTED  
 LM0325  ___________________________________________________________________
 LM0325  GEOID HEIGHT-         -12.59  (meters)                     GEOID03
 LM0325  DYNAMIC HT  -        2101.120 (meters)    6893.42  (feet)  COMP
 LM0325  MODELED GRAV-     979,568.5   (mgal)                       NAVD 88
 LM0325
 LM0325  VERT ORDER  -  SECOND    CLASS 0
 LM0325
 LM0325.The horizontal coordinates were scaled from a topographic map and have
 LM0325.an estimated accuracy of +/- 6 seconds.
 LM0325
 LM0325.The orthometric height was determined by differential leveling
 LM0325.and adjusted by the National Geodetic Survey in June 1991..
 LM0325
 LM0325.The geoid height was determined by GEOID03.
 LM0325
 LM0325.The dynamic height is computed by dividing the NAVD 88
 LM0325.geopotential number by the normal gravity value computed on the
 LM0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0325.degrees latitude (g = 980.6199 gals.).
 LM0325
 LM0325.The modeled gravity was interpolated from observed gravity values.
 LM0325
 LM0325;                    North         East    Units  Estimated Accuracy
 LM0325;SPC CO N     -   446,530.      794,150.      MT  (+/- 180 meters Scaled)
 LM0325
 LM0325                          SUPERSEDED SURVEY CONTROL
 LM0325
 LM0325  NGVD 29 (??/??/92) 2101.911  (m)         6896.02   (f) ADJ UNCH    2 0
 LM0325
 LM0325.Superseded values are not recommended for survey control.
 LM0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0325.See file dsdata.txt to determine how the superseded data were derived.
 LM0325
 LM0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE374962(NAD 83)
 LM0325_MARKER: P = PIPE CAP
 LM0325_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LM0325_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LM0325_STAMPING: 6898
 LM0325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0325
 LM0325  HISTORY     - Date     Condition        Report By
 LM0325  HISTORY     - UNK      MONUMENTED       USGS
 LM0325  HISTORY     - 1934     GOOD             NGS
 LM0325
 LM0325                          STATION DESCRIPTION
 LM0325
 LM0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LM0325'8.9 MI S FROM CLARK.
 LM0325'8.9 MILES SOUTH ALONG STATE HIGHWAY 129 FROM CLARK, ROUTT COUNTY, 10
 LM0325'MILES NORTH OF STEAMBOAT SPRINGS, 150 FEET NORTHEAST OF THE WARRICK
 LM0325'STUCCO RANCH HOUSE, AND 40 FEET NORTH OF THE CENTERLINE OF THE
 LM0325'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 6898
 LM0325'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0933 ***********************************************************************
 KK0933  DESIGNATION -  69 G
 KK0933  PID         -  KK0933
 KK0933  STATE/COUNTY-  CO/PARK
 KK0933  USGS QUAD   -  HARTSEL (1956)
 KK0933
 KK0933                         *CURRENT SURVEY CONTROL
 KK0933  ___________________________________________________________________
 KK0933* NAD 83(1986)-  39 01 03.     (N)    105 46 00.     (W)     SCALED    
 KK0933* NAVD 88     -      2690.363  (meters)    8826.63   (feet)  ADJUSTED  
 KK0933  ___________________________________________________________________
 KK0933  GEOID HEIGHT-         -13.75  (meters)                     GEOID03
 KK0933  DYNAMIC HT  -        2687.004 (meters)    8815.61  (feet)  COMP
 KK0933  MODELED GRAV-     979,281.3   (mgal)                       NAVD 88
 KK0933
 KK0933  VERT ORDER  -  SECOND    CLASS 0
 KK0933
 KK0933.The horizontal coordinates were scaled from a topographic map and have
 KK0933.an estimated accuracy of +/- 6 seconds.
 KK0933
 KK0933.The orthometric height was determined by differential leveling
 KK0933.and adjusted by the National Geodetic Survey in June 1991..
 KK0933
 KK0933.The geoid height was determined by GEOID03.
 KK0933
 KK0933.The dynamic height is computed by dividing the NAVD 88
 KK0933.geopotential number by the normal gravity value computed on the
 KK0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0933.degrees latitude (g = 980.6199 gals.).
 KK0933
 KK0933.The modeled gravity was interpolated from observed gravity values.
 KK0933
 KK0933;                    North         East    Units  Estimated Accuracy
 KK0933;SPC CO C     -   436,290.      891,310.      MT  (+/- 180 meters Scaled)
 KK0933
 KK0933                          SUPERSEDED SURVEY CONTROL
 KK0933
 KK0933  NGVD 29 (??/??/92) 2688.839  (m)         8821.63   (f) ADJ UNCH    2 0
 KK0933
 KK0933.Superseded values are not recommended for survey control.
 KK0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0933.See file dsdata.txt to determine how the superseded data were derived.
 KK0933
 KK0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD336189(NAD 83)
 KK0933_MARKER: DD = SURVEY DISK
 KK0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0933_STAMPING: 69 G 1930
 KK0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0933+STABILITY: SURFACE MOTION
 KK0933
 KK0933  HISTORY     - Date     Condition        Report By
 KK0933  HISTORY     - 1930     MONUMENTED       USGS
 KK0933  HISTORY     - 1934     GOOD             NGS
 KK0933
 KK0933                          STATION DESCRIPTION
 KK0933
 KK0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KK0933'1.7 MI E FROM HARTSEL.
 KK0933'1.7 MILES EAST ALONG U.S. HIGHWAY 24 FROM HARTSEL, PARK COUNTY,
 KK0933'ON AN OPEN FLAT, 49 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 6
 KK0933'FEET WEST OF A GATE IN THE RIGHT-OF-WAY FENCE, AND 1 FOOT SOUTH
 KK0933'OF THE FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 KK0933'STAMPED 69 G 1930 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0084 ***********************************************************************
 JM0084  DESIGNATION -  6936
 JM0084  PID         -  JM0084
 JM0084  STATE/COUNTY-  CO/SAN MIGUEL
 JM0084  USGS QUAD   -  GURLEY CANYON (1975)
 JM0084
 JM0084                         *CURRENT SURVEY CONTROL
 JM0084  ___________________________________________________________________
 JM0084* NAD 83(1986)-  38 03 31.     (N)    108 09 08.     (W)     SCALED    
 JM0084* NAVD 88     -      2114.497  (meters)    6937.31   (feet)  ADJUSTED  
 JM0084  ___________________________________________________________________
 JM0084  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 JM0084  DYNAMIC HT  -        2111.832 (meters)    6928.57  (feet)  COMP
 JM0084  MODELED GRAV-     979,294.2   (mgal)                       NAVD 88
 JM0084
 JM0084  VERT ORDER  -  SECOND    CLASS 0
 JM0084
 JM0084.The horizontal coordinates were scaled from a topographic map and have
 JM0084.an estimated accuracy of +/- 6 seconds.
 JM0084
 JM0084.The orthometric height was determined by differential leveling
 JM0084.and adjusted by the National Geodetic Survey in June 1991..
 JM0084
 JM0084.The geoid height was determined by GEOID03.
 JM0084
 JM0084.The dynamic height is computed by dividing the NAVD 88
 JM0084.geopotential number by the normal gravity value computed on the
 JM0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0084.degrees latitude (g = 980.6199 gals.).
 JM0084
 JM0084.The modeled gravity was interpolated from observed gravity values.
 JM0084
 JM0084;                    North         East    Units  Estimated Accuracy
 JM0084;SPC CO S     -   462,590.      681,680.      MT  (+/- 180 meters Scaled)
 JM0084
 JM0084                          SUPERSEDED SURVEY CONTROL
 JM0084
 JM0084  NGVD 29 (??/??/92) 2113.098  (m)         6932.72   (f) ADJ UNCH    2 0
 JM0084
 JM0084.Superseded values are not recommended for survey control.
 JM0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0084.See file dsdata.txt to determine how the superseded data were derived.
 JM0084
 JM0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH498161(NAD 83)
 JM0084_MARKER: DD = SURVEY DISK
 JM0084_SETTING: 80 = SET IN A BOULDER
 JM0084_SP_SET: BOULDER
 JM0084_STAMPING: 6936
 JM0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0084+STABILITY: SURFACE MOTION
 JM0084
 JM0084  HISTORY     - Date     Condition        Report By
 JM0084  HISTORY     - UNK      MONUMENTED       USGS
 JM0084  HISTORY     - 1934     GOOD             NGS
 JM0084  HISTORY     - 1952     GOOD             USGS
 JM0084
 JM0084                          STATION DESCRIPTION
 JM0084
 JM0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JM0084'6.8 MI NW FROM PLACERVILLE.
 JM0084'6.8 MILES NORTHWEST OF, ALONG STATE HWY. 145, FROM PLACERVILLE
 JM0084'RAILROAD STATION.  120 FEET WEST OF A.M. JOHNSONS FARM HOUSE.  120
 JM0084'FEET SOUTH OF TELEPHONE POLE NO. 954.  100 FEET SOUTH OF CENTERLINE OF
 JM0084'STATE HWY. 145.  12 FEET NORTH OF CENTERLINE OF OLD ROAD.  BRONZE
 JM0084'TABLET SET HORIZONTALLY IN TOP OF ROUNDED SANDSTONE BOULDER 5 FT.
 JM0084'HIGH.
 JM0084
 JM0084                          STATION RECOVERY (1952)
 JM0084
 JM0084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 JM0084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0084 ***********************************************************************
 HK0084  DESIGNATION -  6940
 HK0084  PID         -  HK0084
 HK0084  STATE/COUNTY-  CO/LAS ANIMAS
 HK0084  USGS QUAD   -  STARKVILLE (1979)
 HK0084
 HK0084                         *CURRENT SURVEY CONTROL
 HK0084  ___________________________________________________________________
 HK0084* NAD 83(1986)-  37 02 12.     (N)    104 30 31.     (W)     SCALED    
 HK0084* NAVD 88     -      2116.494  (meters)    6943.86   (feet)  ADJUSTED  
 HK0084  ___________________________________________________________________
 HK0084  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 HK0084  DYNAMIC HT  -        2113.784 (meters)    6934.97  (feet)  COMP
 HK0084  MODELED GRAV-     979,274.5   (mgal)                       NAVD 88
 HK0084
 HK0084  VERT ORDER  -  FIRST     CLASS II
 HK0084
 HK0084.The horizontal coordinates were scaled from a topographic map and have
 HK0084.an estimated accuracy of +/- 6 seconds.
 HK0084
 HK0084.The orthometric height was determined by differential leveling
 HK0084.and adjusted by the National Geodetic Survey in June 1991..
 HK0084
 HK0084.The geoid height was determined by GEOID03.
 HK0084
 HK0084.The dynamic height is computed by dividing the NAVD 88
 HK0084.geopotential number by the normal gravity value computed on the
 HK0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0084.degrees latitude (g = 980.6199 gals.).
 HK0084
 HK0084.The modeled gravity was interpolated from observed gravity values.
 HK0084
 HK0084;                    North         East    Units  Estimated Accuracy
 HK0084;SPC CO S     -   346,330.    1,002,610.      MT  (+/- 180 meters Scaled)
 HK0084
 HK0084                          SUPERSEDED SURVEY CONTROL
 HK0084
 HK0084  NGVD 29 (??/??/92) 2115.421  (m)         6940.34   (f) ADJ UNCH    1 2
 HK0084
 HK0084.Superseded values are not recommended for survey control.
 HK0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0084.See file dsdata.txt to determine how the superseded data were derived.
 HK0084
 HK0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA437990(NAD 83)
 HK0084_MARKER: P = PIPE CAP
 HK0084_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HK0084_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HK0084_STAMPING: 6940
 HK0084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0084
 HK0084  HISTORY     - Date     Condition        Report By
 HK0084  HISTORY     - UNK      MONUMENTED       USGS
 HK0084  HISTORY     - 1935     POOR             NGS
 HK0084
 HK0084                          STATION DESCRIPTION
 HK0084
 HK0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HK0084'AT MORLEY.
 HK0084'AT MORLEY, LAS ANIMAS COUNTY, ON THE ATCHISON, TOPEKA AND SANTA
 HK0084'FE RAILWAY, 140 FEET NORTHWEST OF THE NORTHWEST END OF THE STATION,
 HK0084'38 FEET NORTHEAST OF THE CENTERLINE OF THE EAST TRACK, 1 FOOT
 HK0084'SOUTHWEST OF THE EDGE OF A DIRT ROAD LEADING TO THE SECTION HOUSES,
 HK0084'AND 1-1/2 FEET LOWER THAN THE TRACK.  A UNITED STATES GEOLOGICAL
 HK0084'SURVEY STANDARD CAP, STAMPED 6940 AND RIVETED ON THE TOP OF A 3-1/2
 HK0084'INCH IRON PIPE PROJECTING 2 FEET ABOVE THE GROUND.  NOTE--IT WAS
 HK0084'REPORTED IN JANUARY 1935 THAT THE PIPE IS LEANING ABOUT 20 DEGREES
 HK0084'TO THE SOUTH.  DUE TO THE FROZEN CONDITION OF THE GROUND IT WAS
 HK0084'NOT POSSIBLE TO ASCERTAIN IF THE PIPE WAS SOLIDLY EMBEDDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1052 ***********************************************************************
 JK1052  DESIGNATION -  6A
 JK1052  PID         -  JK1052
 JK1052  STATE/COUNTY-  CO/PUEBLO
 JK1052  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1052
 JK1052                         *CURRENT SURVEY CONTROL
 JK1052  ___________________________________________________________________
 JK1052* NAD 83(1992)-  38 24 20.49868(N)    104 17 36.12139(W)     ADJUSTED  
 JK1052* NAVD 88     -      1496.09   (+/-2cm)    4908.4    (feet)  VERTCON   
 JK1052  ___________________________________________________________________
 JK1052  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 JK1052  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 JK1052
 JK1052  HORZ ORDER  -  SECOND
 JK1052  VERT ORDER  -  THIRD ? (See Below)
 JK1052
 JK1052.The horizontal coordinates were established by classical geodetic methods
 JK1052.and adjusted by the National Geodetic Survey in January 1993..
 JK1052
 JK1052.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1052.The vertical order pertains to the NGVD 29 superseded value.
 JK1052
 JK1052.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1052
 JK1052.The geoid height was determined by GEOID03.
 JK1052
 JK1052;                    North         East     Units Scale Factor Converg.
 JK1052;SPC CO S     -   498,491.449 1,019,793.407   MT  0.99999507   +0 44 24.4
 JK1052;SPC CO S     - 1,635,467.36  3,345,772.20   sFT  0.99999507   +0 44 24.4
 JK1052;UTM  13      - 4,251,065.538   561,697.507   MT  0.99964688   +0 26 20.4
 JK1052
 JK1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1052!SPC CO S     -   0.99976845  x   0.99999507  =   0.99976352
 JK1052!UTM  13      -   0.99976845  x   0.99964688  =   0.99941541
 JK1052
 JK1052                          SUPERSEDED SURVEY CONTROL
 JK1052
 JK1052  NAD 83(1986)-  38 24 20.48684(N)    104 17 36.11669(W) AD(       ) 2
 JK1052  NAD 27      -  38 24 20.49349(N)    104 17 34.23878(W) AD(       ) 2
 JK1052  NGVD 29 (07/19/86) 1495.25   (m)         4905.7    (f) LEVELING    3  
 JK1052
 JK1052.Superseded values are not recommended for survey control.
 JK1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1052.See file dsdata.txt to determine how the superseded data were derived.
 JK1052
 JK1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6169851066(NAD 83)
 JK1052
 JK1052  HISTORY     - Date     Condition        Report By
 JK1052  HISTORY     - UNK      MONUMENTED
 JK1052  HISTORY     - 1975     GOOD             NGS
 JK1052
 JK1052                          STATION DESCRIPTION
 JK1052
 JK1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1052'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1052'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1052'NORTHEAST OF PUEBLO AND 13 MILES NORTH OF BOONE.  MARK IS 1.95
 JK1052'MILES SOUTH AND SOUTHWEST ALONG THE EAST LIMB OF THE HIGH SPEED
 JK1052'TRACK FROM A CONCRETE BRIDGE THAT SPANS THE EAST LIMB OF THE TRACK,
 JK1052'AND ABOUT 130 FEET SOUTHEAST OF THE TRACK.  A STANDARD TRAVERSE
 JK1052'STATION MARK DISK, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 JK1052'PROJECTING 4 INCHES AND 5 FEET INTO THE GROUND.
 JK1052'
 JK1052'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--PUEBLO, 21 MILES
 JK1052'NORTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1053 ***********************************************************************
 JK1053  DESIGNATION -  6B
 JK1053  PID         -  JK1053
 JK1053  STATE/COUNTY-  CO/PUEBLO
 JK1053  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1053
 JK1053                         *CURRENT SURVEY CONTROL
 JK1053  ___________________________________________________________________
 JK1053* NAD 83(1992)-  38 24 15.43318(N)    104 17 42.23042(W)     ADJUSTED  
 JK1053* NAVD 88     -      1493.69   (+/-2cm)    4900.5    (feet)  VERTCON   
 JK1053  ___________________________________________________________________
 JK1053  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 JK1053  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 JK1053
 JK1053  HORZ ORDER  -  SECOND
 JK1053  VERT ORDER  -  THIRD ? (See Below)
 JK1053
 JK1053.The horizontal coordinates were established by classical geodetic methods
 JK1053.and adjusted by the National Geodetic Survey in January 1993..
 JK1053
 JK1053.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1053.The vertical order pertains to the NGVD 29 superseded value.
 JK1053
 JK1053.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1053
 JK1053.The geoid height was determined by GEOID03.
 JK1053
 JK1053;                    North         East     Units Scale Factor Converg.
 JK1053;SPC CO S     -   498,333.357 1,019,647.212   MT  0.99999483   +0 44 20.7
 JK1053;SPC CO S     - 1,634,948.69  3,345,292.56   sFT  0.99999483   +0 44 20.7
 JK1053;UTM  13      - 4,250,908.271   561,550.535   MT  0.99964665   +0 26 16.5
 JK1053
 JK1053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1053!SPC CO S     -   0.99976882  x   0.99999483  =   0.99976365
 JK1053!UTM  13      -   0.99976882  x   0.99964665  =   0.99941556
 JK1053
 JK1053                          SUPERSEDED SURVEY CONTROL
 JK1053
 JK1053  NAD 83(1986)-  38 24 15.42134(N)    104 17 42.22573(W) AD(       ) 2
 JK1053  NAD 27      -  38 24 15.42786(N)    104 17 40.34759(W) AD(       ) 2
 JK1053  NGVD 29 (07/19/86) 1492.85   (m)         4897.8    (f) LEVELING    3  
 JK1053
 JK1053.Superseded values are not recommended for survey control.
 JK1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1053.See file dsdata.txt to determine how the superseded data were derived.
 JK1053
 JK1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6155150908(NAD 83)
 JK1053
 JK1053  HISTORY     - Date     Condition        Report By
 JK1053  HISTORY     - UNK      MONUMENTED
 JK1053  HISTORY     - 1975     GOOD             NGS
 JK1053
 JK1053                          STATION DESCRIPTION
 JK1053
 JK1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1053'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1053'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1053'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS
 JK1053'ABOUT 2.1 MILES SOUTH AND SOUTHWEST ALONG THE EAST LIMB OF THE HIGH
 JK1053'SPEED TRACK FROM A CONCRETE BRIDGE THAT SPANS THE EAST LIMB OF THE
 JK1053'TRACK AND ABOUT 130 FEET SOUTHEAST OF THE TRACK.
 JK1053'
 JK1053'A STANDARD TRAVERSE STATION MARK DISK, SET IN THE TOP OF A
 JK1053'ROUND CONCRETE MONUMENT 5 FEET INTO THE GROUND, PROJECTS 6
 JK1053'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1054 ***********************************************************************
 JK1054  DESIGNATION -  6C
 JK1054  PID         -  JK1054
 JK1054  STATE/COUNTY-  CO/PUEBLO
 JK1054  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1054
 JK1054                         *CURRENT SURVEY CONTROL
 JK1054  ___________________________________________________________________
 JK1054* NAD 83(1992)-  38 24 10.58742(N)    104 17 48.63493(W)     ADJUSTED  
 JK1054* NAVD 88     -      1491.11   (+/-2cm)    4892.1    (feet)  VERTCON   
 JK1054  ___________________________________________________________________
 JK1054  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 JK1054  GEOID HEIGHT-         -20.01  (meters)                     GEOID03
 JK1054
 JK1054  HORZ ORDER  -  SECOND
 JK1054  VERT ORDER  -  THIRD ? (See Below)
 JK1054
 JK1054.The horizontal coordinates were established by classical geodetic methods
 JK1054.and adjusted by the National Geodetic Survey in January 1993..
 JK1054
 JK1054.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1054.The vertical order pertains to the NGVD 29 superseded value.
 JK1054
 JK1054.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1054
 JK1054.The geoid height was determined by GEOID03.
 JK1054
 JK1054;                    North         East     Units Scale Factor Converg.
 JK1054;SPC CO S     -   498,181.951 1,019,493.756   MT  0.99999459   +0 44 16.8
 JK1054;SPC CO S     - 1,634,451.95  3,344,789.10   sFT  0.99999459   +0 44 16.8
 JK1054;UTM  13      - 4,250,757.726   561,396.338   MT  0.99964642   +0 26 12.5
 JK1054
 JK1054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1054!SPC CO S     -   0.99976923  x   0.99999459  =   0.99976382
 JK1054!UTM  13      -   0.99976923  x   0.99964642  =   0.99941573
 JK1054
 JK1054                          SUPERSEDED SURVEY CONTROL
 JK1054
 JK1054  NAD 83(1986)-  38 24 10.57556(N)    104 17 48.63025(W) AD(       ) 2
 JK1054  NAD 27      -  38 24 10.58198(N)    104 17 46.75186(W) AD(       ) 2
 JK1054  NGVD 29 (07/19/86) 1490.27   (m)         4889.3    (f) LEVELING    3  
 JK1054
 JK1054.Superseded values are not recommended for survey control.
 JK1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1054.See file dsdata.txt to determine how the superseded data were derived.
 JK1054
 JK1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6139650758(NAD 83)
 JK1054
 JK1054  HISTORY     - Date     Condition        Report By
 JK1054  HISTORY     - UNK      MONUMENTED
 JK1054  HISTORY     - 1975     GOOD             NGS
 JK1054
 JK1054                          STATION DESCRIPTION
 JK1054
 JK1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1054'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1054'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1054'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS
 JK1054'ABOUT 2.2 MILES SOUTH AND SOUTHWEST ALONG THE EAST LIMB OF THE HIGH
 JK1054'SPEED TRACK FROM A CONCRETE BRIDGE THAT SPANS THE EAST LIMB OF THE
 JK1054'TRACK AND ABOUT 130 FEET SOUTHEAST OF THE TRACK.
 JK1054'
 JK1054'A STANDARD TRAVERSE STATION MARK DISK, SET IN THE TOP OF
 JK1054'A ROUND CONCRETE MONUMENT 5 FEET INTO THE GROUND AND PROJECTS ABOUT
 JK1054'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1055 ***********************************************************************
 JK1055  DESIGNATION -  6D
 JK1055  PID         -  JK1055
 JK1055  STATE/COUNTY-  CO/PUEBLO
 JK1055  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1055
 JK1055                         *CURRENT SURVEY CONTROL
 JK1055  ___________________________________________________________________
 JK1055* NAD 83(1992)-  38 24 05.94757(N)    104 17 55.29873(W)     ADJUSTED  
 JK1055* NAVD 88     -      1489.11   (+/-2cm)    4885.5    (feet)  VERTCON   
 JK1055  ___________________________________________________________________
 JK1055  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 JK1055  GEOID HEIGHT-         -20.01  (meters)                     GEOID03
 JK1055
 JK1055  HORZ ORDER  -  SECOND
 JK1055  VERT ORDER  -  THIRD ? (See Below)
 JK1055
 JK1055.The horizontal coordinates were established by classical geodetic methods
 JK1055.and adjusted by the National Geodetic Survey in January 1993..
 JK1055
 JK1055.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1055.The vertical order pertains to the NGVD 29 superseded value.
 JK1055
 JK1055.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1055
 JK1055.The geoid height was determined by GEOID03.
 JK1055
 JK1055;                    North         East     Units Scale Factor Converg.
 JK1055;SPC CO S     -   498,036.816 1,019,333.921   MT  0.99999437   +0 44 12.7
 JK1055;SPC CO S     - 1,633,975.79  3,344,264.71   sFT  0.99999437   +0 44 12.7
 JK1055;UTM  13      - 4,250,613.483   561,235.798   MT  0.99964618   +0 26 08.3
 JK1055
 JK1055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1055!SPC CO S     -   0.99976954  x   0.99999437  =   0.99976391
 JK1055!UTM  13      -   0.99976954  x   0.99964618  =   0.99941580
 JK1055
 JK1055                          SUPERSEDED SURVEY CONTROL
 JK1055
 JK1055  NAD 83(1986)-  38 24 05.93570(N)    104 17 55.29406(W) AD(       ) 2
 JK1055  NAD 27      -  38 24 05.94200(N)    104 17 53.41543(W) AD(       ) 2
 JK1055  NGVD 29 (07/19/86) 1488.27   (m)         4882.8    (f) LEVELING    3  
 JK1055
 JK1055.Superseded values are not recommended for survey control.
 JK1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1055.See file dsdata.txt to determine how the superseded data were derived.
 JK1055
 JK1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6123650613(NAD 83)
 JK1055
 JK1055  HISTORY     - Date     Condition        Report By
 JK1055  HISTORY     - UNK      MONUMENTED
 JK1055  HISTORY     - 1975     GOOD             NGS
 JK1055
 JK1055                          STATION DESCRIPTION
 JK1055
 JK1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1055'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1055'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1055'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS
 JK1055'2.35 MILES SOUTH AND SOUTHWEST ALONG THE EAST LIMB OF THE HIGH
 JK1055'SPEED TRACK FROM A CONCRETE BRIDGE THAT SPANS THE EAST LIMB OF THE
 JK1055'TRACK AND ABOUT 130 FEET SOUTHEAST OF THE TRACK.
 JK1055'
 JK1055'A STANDARD TRAVERSE STATION MARK DISK, SET IN THE TOP OF
 JK1055'A ROUND CONCRETE MONUMENT 5 FEET INTO GROUND AND PROJECTING ABOUT
 JK1055'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1056 ***********************************************************************
 JK1056  DESIGNATION -  6E
 JK1056  PID         -  JK1056
 JK1056  STATE/COUNTY-  CO/PUEBLO
 JK1056  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1056
 JK1056                         *CURRENT SURVEY CONTROL
 JK1056  ___________________________________________________________________
 JK1056* NAD 83(1992)-  38 24 01.73275(N)    104 18 02.40277(W)     ADJUSTED  
 JK1056* NAVD 88     -      1486.56   (+/-2cm)    4877.2    (feet)  VERTCON   
 JK1056  ___________________________________________________________________
 JK1056  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 JK1056  GEOID HEIGHT-         -20.01  (meters)                     GEOID03
 JK1056
 JK1056  HORZ ORDER  -  SECOND
 JK1056  VERT ORDER  -  THIRD ? (See Below)
 JK1056
 JK1056.The horizontal coordinates were established by classical geodetic methods
 JK1056.and adjusted by the National Geodetic Survey in January 1993..
 JK1056
 JK1056.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1056.The vertical order pertains to the NGVD 29 superseded value.
 JK1056
 JK1056.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1056
 JK1056.The geoid height was determined by GEOID03.
 JK1056
 JK1056;                    North         East     Units Scale Factor Converg.
 JK1056;SPC CO S     -   497,904.650 1,019,163.230   MT  0.99999417   +0 44 08.3
 JK1056;SPC CO S     - 1,633,542.17  3,343,704.70   sFT  0.99999417   +0 44 08.3
 JK1056;UTM  13      - 4,250,482.263   561,064.475   MT  0.99964592   +0 26 03.9
 JK1056
 JK1056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1056!SPC CO S     -   0.99976994  x   0.99999417  =   0.99976411
 JK1056!UTM  13      -   0.99976994  x   0.99964592  =   0.99941594
 JK1056
 JK1056|---------------------------------------------------------------------|
 JK1056| PID    Reference Object                     Distance      Geod. Az  |
 JK1056|                                                           dddmmss.s |
 JK1056| JK1055 6D                                  215.878 METERS 05259     |
 JK1056| JK1057 6F                                  215.684 METERS 23607     |
 JK1056| JK1060 7                                   APPROX. 0.8 KM 2391832.2 |
 JK1056|---------------------------------------------------------------------|
 JK1056
 JK1056                          SUPERSEDED SURVEY CONTROL
 JK1056
 JK1056  NAD 83(1986)-  38 24 01.72085(N)    104 18 02.39815(W) AD(       ) 2
 JK1056  NAD 27      -  38 24 01.72707(N)    104 18 00.51923(W) AD(       ) 2
 JK1056  NGVD 29 (07/19/86) 1485.72   (m)         4874.4    (f) LEVELING    3  
 JK1056
 JK1056.Superseded values are not recommended for survey control.
 JK1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1056.See file dsdata.txt to determine how the superseded data were derived.
 JK1056
 JK1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6106450482(NAD 83)
 JK1056
 JK1056  HISTORY     - Date     Condition        Report By
 JK1056  HISTORY     - UNK      MONUMENTED
 JK1056  HISTORY     - 1975     GOOD             NGS
 JK1056
 JK1056                          STATION DESCRIPTION
 JK1056
 JK1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1056'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1056'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1056'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS 2.5
 JK1056'MILES SOUTH AND SOUTHWEST ALONG THE EAST LIMB OF THE HIGH SPEED
 JK1056'TRACK FROM A CONCRETE BRIDGE THAT SPANS THE EAST LIMB OF THE TRACK
 JK1056'AND ABOUT 130 FEET SOUTHEAST OF THE TRACK.
 JK1056'
 JK1056'A STANDARD TRAVERSE STATION MARK DISK, SET IN THE TOP OF A
 JK1056'ROUND CONCRETE MONUMENT 5 FEET INTO THE GROUND AND PROJECTS ABOUT
 JK1056'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1057 ***********************************************************************
 JK1057  DESIGNATION -  6F
 JK1057  PID         -  JK1057
 JK1057  STATE/COUNTY-  CO/PUEBLO
 JK1057  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1057
 JK1057                         *CURRENT SURVEY CONTROL
 JK1057  ___________________________________________________________________
 JK1057* NAD 83(1992)-  38 23 57.83231(N)    104 18 09.78136(W)     ADJUSTED  
 JK1057* NAVD 88     -      1484.86   (+/-2cm)    4871.6    (feet)  VERTCON   
 JK1057  ___________________________________________________________________
 JK1057  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 JK1057  GEOID HEIGHT-         -20.01  (meters)                     GEOID03
 JK1057
 JK1057  HORZ ORDER  -  SECOND
 JK1057  VERT ORDER  -  THIRD ? (See Below)
 JK1057
 JK1057.The horizontal coordinates were established by classical geodetic methods
 JK1057.and adjusted by the National Geodetic Survey in January 1993..
 JK1057
 JK1057.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1057.The vertical order pertains to the NGVD 29 superseded value.
 JK1057
 JK1057.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1057
 JK1057.The geoid height was determined by GEOID03.
 JK1057
 JK1057;                    North         East     Units Scale Factor Converg.
 JK1057;SPC CO S     -   497,782.096 1,018,985.749   MT  0.99999398   +0 44 03.8
 JK1057;SPC CO S     - 1,633,140.09  3,343,122.41   sFT  0.99999398   +0 44 03.8
 JK1057;UTM  13      - 4,250,360.686   560,886.413   MT  0.99964565   +0 25 59.2
 JK1057
 JK1057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1057!SPC CO S     -   0.99977021  x   0.99999398  =   0.99976419
 JK1057!UTM  13      -   0.99977021  x   0.99964565  =   0.99941594
 JK1057
 JK1057                          SUPERSEDED SURVEY CONTROL
 JK1057
 JK1057  NAD 83(1986)-  38 23 57.82042(N)    104 18 09.77674(W) AD(       ) 2
 JK1057  NAD 27      -  38 23 57.82652(N)    104 18 07.89757(W) AD(       ) 2
 JK1057  NGVD 29 (07/19/86) 1484.02   (m)         4868.8    (f) LEVELING    3  
 JK1057
 JK1057.Superseded values are not recommended for survey control.
 JK1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1057.See file dsdata.txt to determine how the superseded data were derived.
 JK1057
 JK1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6088650361(NAD 83)
 JK1057
 JK1057  HISTORY     - Date     Condition        Report By
 JK1057  HISTORY     - UNK      MONUMENTED
 JK1057  HISTORY     - 1975     GOOD             NGS
 JK1057
 JK1057                          STATION DESCRIPTION
 JK1057
 JK1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1057'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1057'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1057'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS
 JK1057'2.65 MILE SOUTH AND SOUTHWEST ALONG THE EAST LIMB OF THE HIGH SPEED
 JK1057'TRACK FROM A CONCRETE BRIDGE THAT SPANS THE EAST LIMB OF THE TRACK
 JK1057'AND ABOUT 130 FEET SOUTHEAST OF THE TRACK.
 JK1057'
 JK1057'A STANDARD TRAVERSE STATION MARK DISK, SET IN THE TOP OF
 JK1057'A ROUND CONCRETE MONUMENT 5 FEET INTO GROUND AND PROJECTS ABOUT 6
 JK1057'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1058 ***********************************************************************
 JK1058  DESIGNATION -  6G
 JK1058  PID         -  JK1058
 JK1058  STATE/COUNTY-  CO/PUEBLO
 JK1058  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1058
 JK1058                         *CURRENT SURVEY CONTROL
 JK1058  ___________________________________________________________________
 JK1058* NAD 83(1992)-  38 23 54.74235(N)    104 18 16.32545(W)     ADJUSTED  
 JK1058* NAVD 88     -      1483.44   (+/-2cm)    4866.9    (feet)  VERTCON   
 JK1058  ___________________________________________________________________
 JK1058  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 JK1058  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 JK1058
 JK1058  HORZ ORDER  -  SECOND
 JK1058  VERT ORDER  -  THIRD ? (See Below)
 JK1058
 JK1058.The horizontal coordinates were established by classical geodetic methods
 JK1058.and adjusted by the National Geodetic Survey in January 1993..
 JK1058
 JK1058.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1058.The vertical order pertains to the NGVD 29 superseded value.
 JK1058
 JK1058.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1058
 JK1058.The geoid height was determined by GEOID03.
 JK1058
 JK1058;                    North         East     Units Scale Factor Converg.
 JK1058;SPC CO S     -   497,684.794 1,018,828.190   MT  0.99999383   +0 43 59.8
 JK1058;SPC CO S     - 1,632,820.86  3,342,605.49   sFT  0.99999383   +0 43 59.8
 JK1058;UTM  13      - 4,250,264.247   560,728.400   MT  0.99964542   +0 25 55.1
 JK1058
 JK1058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1058!SPC CO S     -   0.99977043  x   0.99999383  =   0.99976426
 JK1058!UTM  13      -   0.99977043  x   0.99964542  =   0.99941593
 JK1058
 JK1058                          SUPERSEDED SURVEY CONTROL
 JK1058
 JK1058  NAD 83(1986)-  38 23 54.73046(N)    104 18 16.32082(W) AD(       ) 2
 JK1058  NAD 27      -  38 23 54.73647(N)    104 18 14.44145(W) AD(       ) 2
 JK1058  NGVD 29 (07/19/86) 1482.60   (m)         4864.2    (f) LEVELING    3  
 JK1058
 JK1058.Superseded values are not recommended for survey control.
 JK1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1058.See file dsdata.txt to determine how the superseded data were derived.
 JK1058
 JK1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6072850264(NAD 83)
 JK1058
 JK1058  HISTORY     - Date     Condition        Report By
 JK1058  HISTORY     - UNK      MONUMENTED
 JK1058  HISTORY     - 1975     GOOD             NGS
 JK1058
 JK1058                          STATION DESCRIPTION
 JK1058
 JK1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1058'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1058'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1058'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS
 JK1058'2.75 MILES SOUTH AND SOUTHWEST ALONG THE EAST LIMB OF THE HIGH
 JK1058'SPEED TRACK FROM A CONCRETE BRIDGE THAT SPANS THE EAST LIMB OF THE
 JK1058'TRACK AND ABOUT 130 FEET SOUTHEAST OF THE TRACK.
 JK1058'
 JK1058'A STANDARD TRAVERSE STATION MARK DISK, SET IN THE TOP
 JK1058'OF A ROUND CONCRETE MONUMENT 5 FEET INTO GROUND AND PROJECTS 4
 JK1058'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1059 ***********************************************************************
 JK1059  DESIGNATION -  6H
 JK1059  PID         -  JK1059
 JK1059  STATE/COUNTY-  CO/PUEBLO
 JK1059  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1059
 JK1059                         *CURRENT SURVEY CONTROL
 JK1059  ___________________________________________________________________
 JK1059* NAD 83(1992)-  38 23 51.37169(N)    104 18 23.42793(W)     ADJUSTED  
 JK1059* NAVD 88     -      1481.72   (+/-2cm)    4861.3    (feet)  VERTCON   
 JK1059  ___________________________________________________________________
 JK1059  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 JK1059  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 JK1059
 JK1059  HORZ ORDER  -  SECOND
 JK1059  VERT ORDER  -  THIRD ? (See Below)
 JK1059
 JK1059.The horizontal coordinates were established by classical geodetic methods
 JK1059.and adjusted by the National Geodetic Survey in January 1993..
 JK1059
 JK1059.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1059.The vertical order pertains to the NGVD 29 superseded value.
 JK1059
 JK1059.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1059
 JK1059.The geoid height was determined by GEOID03.
 JK1059
 JK1059;                    North         East     Units Scale Factor Converg.
 JK1059;SPC CO S     -   497,578.667 1,018,657.189   MT  0.99999367   +0 43 55.4
 JK1059;SPC CO S     - 1,632,472.68  3,342,044.46   sFT  0.99999367   +0 43 55.4
 JK1059;UTM  13      - 4,250,159.057   560,556.904   MT  0.99964516   +0 25 50.7
 JK1059
 JK1059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1059!SPC CO S     -   0.99977070  x   0.99999367  =   0.99976437
 JK1059!UTM  13      -   0.99977070  x   0.99964516  =   0.99941594
 JK1059
 JK1059                          SUPERSEDED SURVEY CONTROL
 JK1059
 JK1059  NAD 83(1986)-  38 23 51.35980(N)    104 18 23.42330(W) AD(       ) 2
 JK1059  NAD 27      -  38 23 51.36571(N)    104 18 21.54369(W) AD(       ) 2
 JK1059  NGVD 29 (07/19/86) 1480.88   (m)         4858.5    (f) LEVELING    3  
 JK1059
 JK1059.Superseded values are not recommended for survey control.
 JK1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1059.See file dsdata.txt to determine how the superseded data were derived.
 JK1059
 JK1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6055750159(NAD 83)
 JK1059
 JK1059  HISTORY     - Date     Condition        Report By
 JK1059  HISTORY     - UNK      MONUMENTED
 JK1059  HISTORY     - 1975     GOOD             NGS
 JK1059
 JK1059                          STATION DESCRIPTION
 JK1059
 JK1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1059'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1059'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1059'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS
 JK1059'2.85 MILES SOUTH AND SOUTHWEST ALONG THE EAST LIMB OF THE HIGH
 JK1059'SPEED TRACK FROM A CONCRETE BRIDGE THAT SPANS THE EAST LIMB OF THE
 JK1059'TRACK AND ABOUT 130 FEET SOUTHEAST OF THE TRACK.
 JK1059'
 JK1059'A STANDARD TRAVERSE STATION MARK DISK, SET IN THE TOP OF
 JK1059'A ROUND CONCRETE MONUMENT 5 FEET INTO THE GROUND AND PROJECTING
 JK1059'ABOUT 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5896 ***********************************************************************
 AI5896  SACS        -  This is a Secondary Airport Control Station.
 AI5896  DESIGNATION -  6V6 A
 AI5896  PID         -  AI5896
 AI5896  STATE/COUNTY-  CO/MONTROSE
 AI5896  USGS QUAD   -  NATURITA (1994)
 AI5896
 AI5896                         *CURRENT SURVEY CONTROL
 AI5896  ___________________________________________________________________
 AI5896* NAD 83(1992)-  38 14 29.78196(N)    108 33 23.24448(W)     ADJUSTED  
 AI5896* NAVD 88     -      1810.48   (meters)    5939.9    (feet)  GPS OBS   
 AI5896  ___________________________________________________________________
 AI5896  X           -  -1,596,694.314 (meters)                     COMP
 AI5896  Y           -  -4,756,435.636 (meters)                     COMP
 AI5896  Z           -   3,927,651.110 (meters)                     COMP
 AI5896  LAPLACE CORR-           5.33  (seconds)                    DEFLEC99
 AI5896  ELLIP HEIGHT-        1791.92  (meters)          (10/21/02) GPS OBS
 AI5896  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 AI5896
 AI5896  HORZ ORDER  -  FIRST
 AI5896  ELLP ORDER  -  FIFTH     CLASS I
 AI5896
 AI5896.This mark is at Hopkins Field Airport  (6V6)
 AI5896
 AI5896.The horizontal coordinates were established by GPS observations
 AI5896.and adjusted by the National Geodetic Survey in June 2000..
 AI5896
 AI5896.The orthometric height was determined by GPS observations and a
 AI5896.high-resolution geoid model.
 AI5896
 AI5896.GPS derived orthometric heights for airport stations designated as
 AI5896.PACS or SACS are published to 2 decimal places.  This maintains
 AI5896.centimeter relative accuracy between the PACS and SACS.  It does
 AI5896.not indicate centimeter accuracy relative to other marks which are
 AI5896.part of the NAVD 88 network.
 AI5896
 AI5896.Photographs are available for this station.
 AI5896
 AI5896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5896
 AI5896.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5896
 AI5896.The ellipsoidal height was determined by GPS observations
 AI5896.and is referenced to NAD 83.
 AI5896
 AI5896.The geoid height was determined by GEOID03.
 AI5896
 AI5896;                    North         East     Units Scale Factor Converg.
 AI5896;SPC CO S     -   483,973.950   646,884.455   MT  0.99997062   -1 52 29.1
 AI5896;SPC CO S     - 1,587,837.87  2,122,320.08   sFT  0.99997062   -1 52 29.1
 AI5896;UTM  12      - 4,235,445.804   713,846.101   MT  1.00016323   +1 30 47.1
 AI5896
 AI5896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5896!SPC CO S     -   0.99971891  x   0.99997062  =   0.99968954
 AI5896!UTM  12      -   0.99971891  x   1.00016323  =   0.99988209
 AI5896
 AI5896                          SUPERSEDED SURVEY CONTROL
 AI5896
 AI5896  ELLIP H (06/30/00) 1791.97   (m)                       GP(       ) 1 1
 AI5896
 AI5896.Superseded values are not recommended for survey control.
 AI5896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5896.See file dsdata.txt to determine how the superseded data were derived.
 AI5896
 AI5896_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH1384635446(NAD 83)
 AI5896_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5896_STAMPING: 6V6 A 1999
 AI5896_MARK LOGO: NGS   
 AI5896_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5896+STABILITY: SURFACE MOTION
 AI5896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5896+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5896
 AI5896  HISTORY     - Date     Condition        Report By
 AI5896  HISTORY     - 1999     MONUMENTED       MSAM
 AI5896
 AI5896                          STATION DESCRIPTION
 AI5896
 AI5896'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AI5896'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC.  1999 (KCH) THE
 AI5896'STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTH OF NATURITA AND 3 KM
 AI5896'(1.85 MI) SOUTHWEST OF NUCLA, AT THE HOPKINS FIELD AIRPORT.  IT IS
 AI5896'SOUTHEAST OF THE NORTHEAST END OF RUNWAY 5-23 AND NORTHWEST OF THE
 AI5896'PERIMETER FENCE, IN THE NORTHEAST QUARTER OF SECTION 18, T 46 N, R 15
 AI5896'W.  THE AIRPORT IS NOT CONTROLLED.  CONTACT THE OPERATIONS MANAGER AT
 AI5896'HOPKINS FIELD MR DICK WILLIAMS AT 27696 DD ROAD, NUCLA, COLORADO,
 AI5896'81424, TELEPHONE 970-864-7822.  OWNERSHIP--MONTROSE COUNTY
 AI5896'TO REACH THE STATION FROM THE POST OFFICE IN NUCLA, GO EAST ON WEST
 AI5896'5TH AVENUE FOR ONE HALF BLOCK TO MAIN.  TURN RIGHT, SOUTH, ON MAIN FOR
 AI5896'1.5 MI (2.4 KM) TO AN INTERSECTION.  TURN RIGHT, SOUTHWEST, ON COUNTY
 AI5896'ROAD DD FOR 0.5 MI (0.8 KM) TO A TEE INTERSECTION.  KEEP LEFT, FOLLOW
 AI5896'THE CURVE SOUTH, FOR 0.5 MI (0.8 KM) TO A CURVE RIGHT, WEST, CONTINUE
 AI5896'ON COUNTY ROAD DD FOR 0.1 MI (0.2 KM) TO THE AIRPORT ENTRANCE AND A
 AI5896'CATTLE GUARD ON THE LEFT.  TURN LEFT, EAST, ACROSS THE RAMP AREA AND
 AI5896'ONTO THE TAXIWAY FOR 0.1 MI (0.2 KM) TO RUNWAY 5-23. TURN LEFT,
 AI5896'NORTHEAST ON RUNWAY 5-23 FOR 0.3 MI (0.5 KM) TO THE NORTHEAST END OF
 AI5896'RUNWAY 5-23 AND THE STATION ON THE RIGHT
 AI5896'THE MARK IS A NGS BRASS DISK SET IN THE TOP OF CONCRETE POST.  IT IS
 AI5896'61 M (200.1 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF RUNWAY 5-23, 60 M
 AI5896'(196.8 FT) SOUTH-SOUTHEAST OF THE SOUTH EDGE OF PAVEMENT FOR RUNWAY,
 AI5896'57 M (187.0 FT) SOUTHEAST OF THE SOUTHERLY MOST APPROACH LIGHT, 20.9 M
 AI5896'(68.6 FT) WEST OF THE CENTER OF A H BRACE IN THE PERIMETER FENCE AND
 AI5896'0.9 M (3.0 FT) WEST-NORTHWEST OF A FIBERGLASS WITNESS POST.  THIS
 AI5896'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5897 ***********************************************************************
 AI5897  PACS        -  This is a Primary Airport Control Station.
 AI5897  DESIGNATION -  6V6 B
 AI5897  PID         -  AI5897
 AI5897  STATE/COUNTY-  CO/MONTROSE
 AI5897  USGS QUAD   -  NATURITA (1994)
 AI5897
 AI5897                         *CURRENT SURVEY CONTROL
 AI5897  ___________________________________________________________________
 AI5897* NAD 83(1992)-  38 14 23.17143(N)    108 33 48.54382(W)     ADJUSTED  
 AI5897* NAVD 88     -      1803.78   (meters)    5917.9    (feet)  GPS OBS   
 AI5897  ___________________________________________________________________
 AI5897  X           -  -1,597,316.196 (meters)                     COMP
 AI5897  Y           -  -4,756,354.387 (meters)                     COMP
 AI5897  Z           -   3,927,486.817 (meters)                     COMP
 AI5897  LAPLACE CORR-           5.33  (seconds)                    DEFLEC99
 AI5897  ELLIP HEIGHT-        1785.20  (meters)          (10/21/02) GPS OBS
 AI5897  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 AI5897
 AI5897  HORZ ORDER  -  B
 AI5897  ELLP ORDER  -  FIFTH     CLASS I
 AI5897
 AI5897.This mark is at Hopkins Field Airport  (6V6)
 AI5897
 AI5897.The horizontal coordinates were established by GPS observations
 AI5897.and adjusted by the National Geodetic Survey in June 2000..
 AI5897
 AI5897.The orthometric height was determined by GPS observations and a
 AI5897.high-resolution geoid model.
 AI5897
 AI5897.GPS derived orthometric heights for airport stations designated as
 AI5897.PACS or SACS are published to 2 decimal places.  This maintains
 AI5897.centimeter relative accuracy between the PACS and SACS.  It does
 AI5897.not indicate centimeter accuracy relative to other marks which are
 AI5897.part of the NAVD 88 network.
 AI5897
 AI5897.Photographs are available for this station.
 AI5897
 AI5897.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5897
 AI5897.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5897
 AI5897.The ellipsoidal height was determined by GPS observations
 AI5897.and is referenced to NAD 83.
 AI5897
 AI5897.The geoid height was determined by GEOID03.
 AI5897
 AI5897;                    North         East     Units Scale Factor Converg.
 AI5897;SPC CO S     -   483,790.389   646,262.900   MT  0.99997040   -1 52 44.7
 AI5897;SPC CO S     - 1,587,235.63  2,120,280.86   sFT  0.99997040   -1 52 44.7
 AI5897;UTM  12      - 4,235,225.791   713,236.363   MT  1.00016002   +1 30 31.2
 AI5897
 AI5897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5897!SPC CO S     -   0.99971996  x   0.99997040  =   0.99969037
 AI5897!UTM  12      -   0.99971996  x   1.00016002  =   0.99987994
 AI5897
 AI5897                          SUPERSEDED SURVEY CONTROL
 AI5897
 AI5897  ELLIP H (06/30/00) 1785.24   (m)                       GP(       ) 1 1
 AI5897
 AI5897.Superseded values are not recommended for survey control.
 AI5897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5897.See file dsdata.txt to determine how the superseded data were derived.
 AI5897
 AI5897_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH1323635226(NAD 83)
 AI5897_MARKER: I = METAL ROD
 AI5897_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI5897+WITH SETTING: INFORMATION.
 AI5897_STAMPING: 6V6 B 1999
 AI5897_MARK LOGO: NGS   
 AI5897_PROJECTION: FLUSH
 AI5897_MAGNETIC: I = MARKER IS A STEEL ROD
 AI5897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5897+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5897_ROD/PIPE-DEPTH: 2.7  meters
 AI5897_SLEEVE-DEPTH  : 0.9 meters
 AI5897
 AI5897  HISTORY     - Date     Condition        Report By
 AI5897  HISTORY     - 1999     MONUMENTED       MSAM
 AI5897
 AI5897                          STATION DESCRIPTION
 AI5897
 AI5897'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AI5897'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC.  1999 (KCH) THE
 AI5897'STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTH OF NATURITA AND 3 KM
 AI5897'(1.85 MI) SOUTHWEST OF NUCLA, AT THE HOPKINS FIELD AIRPORT.  IT IS
 AI5897'NORTHWEST OF RUNWAY 5-23, NORTHEAST OF RUNWAY 19-29 AND IN A WINDSOCK
 AI5897'RING, NEAR THE CENTER OF SECTION 18, T 46 N, R 15 W.  THE AIRPORT IS
 AI5897'NOT CONTROLLED.  CONTACT THE OPERATIONS MANAGER AT HOPKINS FIELD MR
 AI5897'DICK WILLIAMS AT 27696 DD ROAD, NUCLA, COLORADO, 81424, TELEPHONE
 AI5897'970-864-7822.  OWNERSHIP--MONTROSE COUNTY
 AI5897'TO REACH THE STATION FROM THE POST OFFICE IN NUCLA, GO EAST ON WEST
 AI5897'5TH AVENUE FOR ONE HALF BLOCK TO MAIN.  TURN RIGHT, SOUTH, ON MAIN FOR
 AI5897'1.5 MI (2.4 KM) TO AN INTERSECTION.  TURN RIGHT, SOUTHWEST, ON COUNTY
 AI5897'ROAD DD FOR 0.5 MI (0.8 KM) TO A TEE INTERSECTION.  KEEP LEFT, FOLLOW
 AI5897'THE CURVE SOUTH, FOR 0.5 MI (0.8 KM) TO A CURVE RIGHT, WEST, CONTINUE
 AI5897'ON COUNTY ROAD DD FOR 0.1 MI (0.2 KM) TO THE AIRPORT ENTRANCE AND A
 AI5897'CATTLE GUARD ON THE LEFT.  TURN LEFT, EAST, ACROSS THE RAMP AREA AND
 AI5897'ONTO THE TAXIWAY FOR 0.1 MI (0.2 KM) TO THE PAINTED HOLD BAR AND A
 AI5897'WINDSOCK AND THE STATION ON THE RIGHT
 AI5897'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 AI5897'TO REFUSAL AT A DEPTH OF 9 FT, (2.7 M) ENCASED IN A 0.9 M (3.0 FT)
 AI5897'LONG GREASED PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID,
 AI5897'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 67 M
 AI5897'(219.8 FT) WEST OF THE CENTER OF THE HOLD BAR AT THE CENTER OF THE
 AI5897'TAXIWAY, 65 M (213.3 FT)NORTHWEST OF THE NORTHERLY EDGE OF PAVEMENT OF
 AI5897'RUNWAY 5-23, 51 M (167.3 FT) NORTHEAST OF NORTHEASTERLY EDGE OF DIRT
 AI5897'RUNWAY 19-29, 11.7 M (38.4 FT) WEST OF THE WINDSOCK MAST AND 3 M (9.8
 AI5897'FT) EAST OF THE WINDSOCK RING AND 0.9 M (3.0 FT) WEST OF A FIBERGLASS
 AI5897'WITNESS POST.  THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL
 AI5897'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5898 ***********************************************************************
 AI5898  SACS        -  This is a Secondary Airport Control Station.
 AI5898  DESIGNATION -  6V6 C
 AI5898  PID         -  AI5898
 AI5898  STATE/COUNTY-  CO/MONTROSE
 AI5898  USGS QUAD   -  NATURITA (1994)
 AI5898
 AI5898                         *CURRENT SURVEY CONTROL
 AI5898  ___________________________________________________________________
 AI5898* NAD 83(1992)-  38 14 14.78365(N)    108 34 09.37827(W)     ADJUSTED  
 AI5898* NAVD 88     -      1799.56   (meters)    5904.1    (feet)  GPS OBS   
 AI5898  ___________________________________________________________________
 AI5898  X           -  -1,597,846.548 (meters)                     COMP
 AI5898  Y           -  -4,756,341.646 (meters)                     COMP
 AI5898  Z           -   3,927,281.001 (meters)                     COMP
 AI5898  LAPLACE CORR-           5.19  (seconds)                    DEFLEC99
 AI5898  ELLIP HEIGHT-        1780.96  (meters)          (10/21/02) GPS OBS
 AI5898  GEOID HEIGHT-         -18.62  (meters)                     GEOID03
 AI5898
 AI5898  HORZ ORDER  -  FIRST
 AI5898  ELLP ORDER  -  FIFTH     CLASS I
 AI5898
 AI5898.This mark is at Hopkins Field Airport  (6V6)
 AI5898
 AI5898.The horizontal coordinates were established by GPS observations
 AI5898.and adjusted by the National Geodetic Survey in June 2000..
 AI5898
 AI5898.The orthometric height was determined by GPS observations and a
 AI5898.high-resolution geoid model.
 AI5898
 AI5898.GPS derived orthometric heights for airport stations designated as
 AI5898.PACS or SACS are published to 2 decimal places.  This maintains
 AI5898.centimeter relative accuracy between the PACS and SACS.  It does
 AI5898.not indicate centimeter accuracy relative to other marks which are
 AI5898.part of the NAVD 88 network.
 AI5898
 AI5898.Photographs are available for this station.
 AI5898
 AI5898.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5898
 AI5898.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5898
 AI5898.The ellipsoidal height was determined by GPS observations
 AI5898.and is referenced to NAD 83.
 AI5898
 AI5898.The geoid height was determined by GEOID03.
 AI5898
 AI5898;                    North         East     Units Scale Factor Converg.
 AI5898;SPC CO S     -   483,548.539   645,748.034   MT  0.99997011   -1 52 57.4
 AI5898;SPC CO S     - 1,586,442.17  2,118,591.67   sFT  0.99997011   -1 52 57.4
 AI5898;UTM  12      - 4,234,953.889   712,736.594   MT  1.00015740   +1 30 18.0
 AI5898
 AI5898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5898!SPC CO S     -   0.99972063  x   0.99997011  =   0.99969075
 AI5898!UTM  12      -   0.99972063  x   1.00015740  =   0.99987798
 AI5898
 AI5898                          SUPERSEDED SURVEY CONTROL
 AI5898
 AI5898  ELLIP H (06/30/00) 1781.01   (m)                       GP(       ) 1 1
 AI5898
 AI5898.Superseded values are not recommended for survey control.
 AI5898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5898.See file dsdata.txt to determine how the superseded data were derived.
 AI5898
 AI5898_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH1273734954(NAD 83)
 AI5898_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5898_STAMPING: 6V6 C 1999
 AI5898_MARK LOGO: NGS   
 AI5898_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5898+STABILITY: SURFACE MOTION
 AI5898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5898+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5898
 AI5898  HISTORY     - Date     Condition        Report By
 AI5898  HISTORY     - 1999     MONUMENTED       MSAM
 AI5898
 AI5898                          STATION DESCRIPTION
 AI5898
 AI5898'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AI5898'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC.  1999 (KCH) THE
 AI5898'STATION IS LOCATED ABOUT 5 KM (3.10 MI) NORTH OF NATURITA AND 3 KM
 AI5898'(1.85 MI) SOUTHWEST OF NUCLA, AT THE HOPKINS FIELD AIRPORT.  IT IS
 AI5898'NORTH OF RUNWAY 5-23 AND SOUTHWEST OF RUNWAY 19-29, IN THE SOUTHWEST
 AI5898'QUARTER OF SECTION 18, T 46 N, R 15 W.  THE AIRPORT IS NOT CONTROLLED.
 AI5898'CONTACT THE OPERATIONS MANAGER AT HOPKINS FIELD MR DICK WILLIAMS AT
 AI5898'27696 DD ROAD, NUCLA, COLORADO, 81424, TELEPHONE 970-864-7822.
 AI5898'OWNERSHIP--MONTROSE COUNTY
 AI5898'TO REACH THE STATION FROM THE POST OFFICE IN NUCLA, GO EAST ON WEST
 AI5898'5TH AVENUE FOR ONE HALF BLOCK TO MAIN.  TURN RIGHT, SOUTH, ON MAIN FOR
 AI5898'1.5 MI (2.4 KM) TO AN INTERSECTION.  TURN RIGHT, SOUTHWEST, ON COUNTY
 AI5898'ROAD DD FOR 0.5 MI (0.8 KM) TO A TEE INTERSECTION.  KEEP LEFT, FOLLOW
 AI5898'THE CURVE SOUTH, FOR 0.5 MI (0.8 KM) TO A CURVE RIGHT, WEST, CONTINUE
 AI5898'ON COUNTY ROAD DD FOR 0.1 MI (0.2 KM) TO THE AIRPORT ENTRANCE AND A
 AI5898'CATTLE GUARD ON THE LEFT.  TURN LEFT, EAST, ACROSS THE RAMP AREA AND
 AI5898'ONTO THE TAXIWAY FOR 0.1 MI (0.2 KM) TO RUNWAY 5-23. TURN RIGHT,
 AI5898'SOUTHWEST ON RUNWAY 5-23 FOR 0.4 MI (0.6 KM) TO THE STATION ON THE
 AI5898'RIGHT
 AI5898'THE MARK IS A NGS BRASS DISK SET IN THE TOP OF CONCRETE POST.  IT IS
 AI5898'120.4 M (395.0 FT) EAST OF A METAL H BRACE IN THE PERIMETER FENCE,
 AI5898'109.5M (359.3 FT)NORTHWEST OF THE NORTHERLY EDGE OF PAVEMENT OF RUNWAY
 AI5898'5-23, 20 M (65.6 FT) SOUTH OF A JUNIPER TREE, 12.7 M (41.7 FT)
 AI5898'SOUTHWEST OF A JUNIPER TREE AND 0.5 M (1.6 FT) SOUTHEAST OF A
 AI5898'FIBERGLASS WITNESS POST.  THIS STATION IS DESIGNATED AS A SECONDARY
 AI5898'AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0639 ***********************************************************************
 LL0639  DESIGNATION -  7
 LL0639  PID         -  LL0639
 LL0639  STATE/COUNTY-  CO/BOULDER
 LL0639  USGS QUAD   -  LYONS (1978)
 LL0639
 LL0639                         *CURRENT SURVEY CONTROL
 LL0639  ___________________________________________________________________
 LL0639* NAD 83(1986)-  40 13 09.     (N)    105 15 41.     (W)     SCALED    
 LL0639* NAVD 88     -      1618.069  (meters)    5308.61   (feet)  ADJUSTED  
 LL0639  ___________________________________________________________________
 LL0639  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 LL0639  DYNAMIC HT  -        1616.572 (meters)    5303.70  (feet)  COMP
 LL0639  MODELED GRAV-     979,644.2   (mgal)                       NAVD 88
 LL0639
 LL0639  VERT ORDER  -  FIRST     CLASS II
 LL0639
 LL0639.The horizontal coordinates were scaled from a topographic map and have
 LL0639.an estimated accuracy of +/- 6 seconds.
 LL0639
 LL0639.The orthometric height was determined by differential leveling
 LL0639.and adjusted by the National Geodetic Survey in June 1991..
 LL0639
 LL0639.The geoid height was determined by GEOID03.
 LL0639
 LL0639.The dynamic height is computed by dividing the NAVD 88
 LL0639.geopotential number by the normal gravity value computed on the
 LL0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0639.degrees latitude (g = 980.6199 gals.).
 LL0639
 LL0639.The modeled gravity was interpolated from observed gravity values.
 LL0639
 LL0639;                    North         East    Units  Estimated Accuracy
 LL0639;SPC CO N     -   403,180.      934,710.      MT  (+/- 180 meters Scaled)
 LL0639
 LL0639                          SUPERSEDED SURVEY CONTROL
 LL0639
 LL0639  NGVD 29 (??/??/??) 1617.137  (m)         5305.56   (f) ADJUSTED    1 2
 LL0639
 LL0639.Superseded values are not recommended for survey control.
 LL0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0639.See file dsdata.txt to determine how the superseded data were derived.
 LL0639
 LL0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE777521(NAD 83)
 LL0639_MARKER: DD = SURVEY DISK
 LL0639_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LL0639_STAMPING: BM 7 5303.324
 LL0639_MARK LOGO: BOR   
 LL0639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0639+STABILITY: SURFACE MOTION
 LL0639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0639+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 LL0639
 LL0639  HISTORY     - Date     Condition        Report By
 LL0639  HISTORY     - UNK      MONUMENTED       BOR
 LL0639  HISTORY     - 1951     GOOD             NGS
 LL0639  HISTORY     - 1984     GOOD             NGS
 LL0639  HISTORY     - 1984     GOOD             NGS
 LL0639  HISTORY     - 20040223 GOOD             USPSQD
 LL0639  HISTORY     - 20050809 GOOD             USPSQD
 LL0639  HISTORY     - 20050905 MARK NOT FOUND   USPSQD
 LL0639
 LL0639                          STATION DESCRIPTION
 LL0639
 LL0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LL0639'0.6 MI SE FROM LYONS.
 LL0639'0.65 MILE SOUTHEAST ALONG STATE HIGHWAYS 7 AND 66 FROM THE POST
 LL0639'OFFICE AT LYONS, AT A POINT WHERE THE HIGHWAY CROSSES A CANAL,
 LL0639'156 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 92 FEET
 LL0639'NORTHEAST OF THE NORTHEAST BANK OF ST. VRAIN CREEK, 28 FEET
 LL0639'SOUTHWEST OF THE SOUTHWEST RAIL OF THE COLORADO AND SOUTHERN
 LL0639'RAILROAD, 27 FEET SOUTH OF THE WEST CORNER OF TRESTLE 47.66,
 LL0639'SET IN THE TOP OF THE SOUTHEAST END OF THE WINGWALL OF A HEAD
 LL0639'GATE OF AN IRRIGATION CANAL.
 LL0639
 LL0639                          STATION RECOVERY (1984)
 LL0639
 LL0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0639'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  14.0 KM
 LL0639'(8.7 MI) WESTERLY ALONG STATE HIGHWAY 66 FROM ITS JUNCTION WITH U.S.
 LL0639'HIGHWAY 287 IN LONGMONT.  ADD 1.3 KM (0.8 MI) NORTHWEST OF THE
 LL0639'INTERSECTION OF U.S. HIGHWAY 36.
 LL0639
 LL0639                          STATION RECOVERY (1984)
 LL0639
 LL0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0639'RECOVERED IN GOOD CONDITION.
 LL0639
 LL0639                          STATION RECOVERY (2004)
 LL0639
 LL0639'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL0639'RECOVERED IN GOOD CONDITION.
 LL0639
 LL0639                          STATION RECOVERY (2005)
 LL0639
 LL0639'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 LL0639'FOUND AS DESCRIBED.  ORANGE WHITNESS POST IS GOOD.
 LL0639
 LL0639                          STATION RECOVERY (2005)
 LL0639
 LL0639'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 LL0639'RAILROAD IS GONE.  MODIFICATIONS AND ADDITIONS HAVE BEEN MADE TO HEAD
 LL0639'GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0216 ***********************************************************************
 LK0216  DESIGNATION -  7
 LK0216  PID         -  LK0216
 LK0216  STATE/COUNTY-  CO/LOGAN
 LK0216  USGS QUAD   -  WILLARD (1951)
 LK0216
 LK0216                         *CURRENT SURVEY CONTROL
 LK0216  ___________________________________________________________________
 LK0216* NAD 83(1986)-  40 34 58.     (N)    103 24 37.     (W)     SCALED    
 LK0216* NAVD 88     -      1276.281  (meters)    4187.27   (feet)  ADJUSTED  
 LK0216  ___________________________________________________________________
 LK0216  GEOID HEIGHT-         -19.49  (meters)                     GEOID03
 LK0216  DYNAMIC HT  -        1275.317 (meters)    4184.10  (feet)  COMP
 LK0216  MODELED GRAV-     979,825.2   (mgal)                       NAVD 88
 LK0216
 LK0216  VERT ORDER  -  SECOND    CLASS 0
 LK0216
 LK0216.The horizontal coordinates were scaled from a topographic map and have
 LK0216.an estimated accuracy of +/- 6 seconds.
 LK0216
 LK0216.The orthometric height was determined by differential leveling
 LK0216.and adjusted by the National Geodetic Survey in June 1991..
 LK0216
 LK0216.The geoid height was determined by GEOID03.
 LK0216
 LK0216.The dynamic height is computed by dividing the NAVD 88
 LK0216.geopotential number by the normal gravity value computed on the
 LK0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0216.degrees latitude (g = 980.6199 gals.).
 LK0216
 LK0216.The modeled gravity was interpolated from observed gravity values.
 LK0216
 LK0216;                    North         East    Units  Estimated Accuracy
 LK0216;SPC CO N     -   445,610.    1,091,300.      MT  (+/- 180 meters Scaled)
 LK0216
 LK0216                          SUPERSEDED SURVEY CONTROL
 LK0216
 LK0216  NGVD 29 (??/??/92) 1275.695  (m)         4185.34   (f) ADJ UNCH    2 0
 LK0216
 LK0216.Superseded values are not recommended for survey control.
 LK0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0216.See file dsdata.txt to determine how the superseded data were derived.
 LK0216
 LK0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE345936(NAD 83)
 LK0216_MARKER: DD = SURVEY DISK
 LK0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0216_STAMPING: USCGS STATE STA NO 7
 LK0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0216+STABILITY: SURFACE MOTION
 LK0216
 LK0216  HISTORY     - Date     Condition        Report By
 LK0216  HISTORY     - UNK      MONUMENTED       COGS
 LK0216  HISTORY     - 1941     GOOD             NGS
 LK0216
 LK0216                          STATION DESCRIPTION
 LK0216
 LK0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LK0216'11.7 MI W FROM STERLING.
 LK0216'11.7 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LK0216'FROM THE STATION AT STERLING, LOGAN COUNTY, 960 FEET WEST OF
 LK0216'MILEPOST 241, 45.7 FEET NORTHEAST OF A ROAD CROSSING, 32.9 FEET
 LK0216'NORTH OF THE NORTH RAIL, 2.4 FEET EAST OF A FENCE, LEVEL WITH THE
 LK0216'ROAD.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE
 LK0216'POST.  NOTE-- ORIGINAL CARD HAS USCGS AND STATE STA. NO. 7 IN INK.
 LK0216'EVIDENTLY THE QUESTION MARK WAS MISTAKEN FOR A FIGURE 7 IN MAKING
 LK0216'UP THE DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1060 ***********************************************************************
 JK1060  DESIGNATION -  7
 JK1060  PID         -  JK1060
 JK1060  STATE/COUNTY-  CO/PUEBLO
 JK1060  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1060
 JK1060                         *CURRENT SURVEY CONTROL
 JK1060  ___________________________________________________________________
 JK1060* NAD 83(1992)-  38 23 48.50651(N)    104 18 30.71616(W)     ADJUSTED  
 JK1060* NAVD 88     -      1478.25   (+/-2cm)    4849.9    (feet)  VERTCON   
 JK1060  ___________________________________________________________________
 JK1060  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 JK1060  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 JK1060
 JK1060  HORZ ORDER  -  SECOND
 JK1060  VERT ORDER  -  THIRD ? (See Below)
 JK1060
 JK1060.The horizontal coordinates were established by classical geodetic methods
 JK1060.and adjusted by the National Geodetic Survey in January 1993..
 JK1060
 JK1060.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1060.The vertical order pertains to the NGVD 29 superseded value.
 JK1060
 JK1060.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1060
 JK1060.The geoid height was determined by GEOID03.
 JK1060
 JK1060;                    North         East     Units Scale Factor Converg.
 JK1060;SPC CO S     -   497,488.070 1,018,481.478   MT  0.99999354   +0 43 51.0
 JK1060;SPC CO S     - 1,632,175.44  3,341,467.98   sFT  0.99999354   +0 43 51.0
 JK1060;UTM  13      - 4,250,069.417   560,380.780   MT  0.99964490   +0 25 46.2
 JK1060
 JK1060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1060!SPC CO S     -   0.99977124  x   0.99999354  =   0.99976478
 JK1060!UTM  13      -   0.99977124  x   0.99964490  =   0.99941622
 JK1060
 JK1060:                Primary Azimuth Mark                     Grid Az
 JK1060:SPC CO S     -  6                                        051 07 35.0
 JK1060:UTM  13      -  6                                        051 25 39.8
 JK1060
 JK1060|---------------------------------------------------------------------|
 JK1060| PID    Reference Object                     Distance      Geod. Az  |
 JK1060|                                                           dddmmss.s |
 JK1060| JK1050 6                                   APPROX. 1.9 KM 0515126.0 |
 JK1060| JK1059 6H                                  197.693 METERS 06327     |
 JK1060| JK1061 7A                                  200.121 METERS 24638     |
 JK1060|---------------------------------------------------------------------|
 JK1060
 JK1060                          SUPERSEDED SURVEY CONTROL
 JK1060
 JK1060  NAD 83(1986)-  38 23 48.49461(N)    104 18 30.71154(W) AD(       ) 2
 JK1060  NAD 27      -  38 23 48.50043(N)    104 18 28.83169(W) AD(       ) 2
 JK1060  NGVD 29 (07/19/86) 1477.41   (m)         4847.1    (f) LEVELING    3  
 JK1060
 JK1060.Superseded values are not recommended for survey control.
 JK1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1060.See file dsdata.txt to determine how the superseded data were derived.
 JK1060
 JK1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6038150069(NAD 83)
 JK1060
 JK1060  HISTORY     - Date     Condition        Report By
 JK1060  HISTORY     - UNK      MONUMENTED
 JK1060  HISTORY     - 1975     GOOD             NGS
 JK1060
 JK1060                          STATION DESCRIPTION
 JK1060
 JK1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1060'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1060'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1060'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS
 JK1060'3.0 MILES SOUTH AND SOUTHWEST ALONG THE EAST LIMB OF THE HIGH
 JK1060'SPEED TRACK FROM A CONCRETE BRIDGE THAT SPANS THE EAST LIMB OF THE
 JK1060'TRACK AND ABOUT 135 FEET SOUTH OF THE TRACK.
 JK1060'
 JK1060'A STANDARD TRAVERSE STATION MARK DISK, SET IN THE TOP OF
 JK1060'A ROUND CONCRETE MONUMENT 5 FEET INTO THE GROUND AND PROJECTING
 JK1060'ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0670 ***********************************************************************
 KK0670  DESIGNATION -  7 A
 KK0670  PID         -  KK0670
 KK0670  STATE/COUNTY-  CO/DENVER
 KK0670  USGS QUAD   -  ARVADA (1994)
 KK0670
 KK0670                         *CURRENT SURVEY CONTROL
 KK0670  ___________________________________________________________________
 KK0670* NAD 83(1986)-  39 45 44.     (N)    105 02 25.     (W)     SCALED    
 KK0670* NAVD 88     -      1652.929  (meters)    5422.98   (feet)  POSTED    
 KK0670  ___________________________________________________________________
 KK0670  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 KK0670  DYNAMIC HT  -        1651.340 (meters)    5417.77  (feet)  COMP
 KK0670  MODELED GRAV-     979,604.6   (mgal)                       NAVD 88
 KK0670
 KK0670  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0670
 KK0670.The horizontal coordinates were scaled from a topographic map and have
 KK0670.an estimated accuracy of +/- 6 seconds.
 KK0670
 KK0670.The orthometric height was determined by differential leveling
 KK0670.and adjusted by the National Geodetic Survey in 1992..
 KK0670.No vertical observational check was made to the station.
 KK0670.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0670.was located on a no-check spur therefore a value was not computed.
 KK0670
 KK0670.The geoid height was determined by GEOID03.
 KK0670
 KK0670.The dynamic height is computed by dividing the NAVD 88
 KK0670.geopotential number by the normal gravity value computed on the
 KK0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0670.degrees latitude (g = 980.6199 gals.).
 KK0670
 KK0670.The modeled gravity was interpolated from observed gravity values.
 KK0670
 KK0670;                    North         East    Units  Estimated Accuracy
 KK0670;SPC CO C     -   519,030.      953,800.      MT  (+/- 180 meters Scaled)
 KK0670
 KK0670                          SUPERSEDED SURVEY CONTROL
 KK0670
 KK0670  NGVD 29 (??/??/92) 1651.997  (m)         5419.93   (f) ADJ UNCH    1 2
 KK0670
 KK0670.Superseded values are not recommended for survey control.
 KK0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0670.See file dsdata.txt to determine how the superseded data were derived.
 KK0670
 KK0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE965013(NAD 83)
 KK0670_MARKER: R = RIVET
 KK0670_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0670_SP_SET: CURB
 KK0670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0670
 KK0670  HISTORY     - Date     Condition        Report By
 KK0670  HISTORY     - UNK      MONUMENTED       CGS
 KK0670  HISTORY     - 1939     GOOD             NGS
 KK0670
 KK0670                          STATION DESCRIPTION
 KK0670
 KK0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0670'AT DENVER.
 KK0670'AT DENVER, DENVER COUNTY, AT THE INTERSECTION OF WEST THIRTY-SECOND
 KK0670'AVENUE AND QUITMAN STREET, 30 FEET EAST OF QUITMAN STREET, AND IN
 KK0670'THE TOP OF THE NORTH CURB OF WEST THIRTY-SECOND AVENUE.  A METAL
 KK0670'RIVET.
 KK0670'NOTE-- PREVIOUSLY DESIGNATED AS BM 7 A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0515 ***********************************************************************
 HL0515  DESIGNATION -  7 AV
 HL0515  PID         -  HL0515
 HL0515  STATE/COUNTY-  CO/ARCHULETA
 HL0515  USGS QUAD   -  CHROMO (1984)
 HL0515
 HL0515                         *CURRENT SURVEY CONTROL
 HL0515  ___________________________________________________________________
 HL0515* NAD 83(1992)-  37 01 44.60526(N)    106 46 19.12937(W)     ADJUSTED  
 HL0515* NAVD 88     -      2305.45   (+/-2cm)    7563.8    (feet)  VERTCON   
 HL0515  ___________________________________________________________________
 HL0515  LAPLACE CORR-           9.28  (seconds)                    DEFLEC99
 HL0515  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 HL0515
 HL0515  HORZ ORDER  -  THIRD
 HL0515  VERT ORDER  -  THIRD ? (See Below)
 HL0515
 HL0515.The horizontal coordinates were established by classical geodetic methods
 HL0515.and adjusted by the National Geodetic Survey in December 1993..
 HL0515
 HL0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0515.The vertical order pertains to the NGVD 29 superseded value.
 HL0515
 HL0515.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0515
 HL0515.The geoid height was determined by GEOID03.
 HL0515
 HL0515;                    North         East     Units Scale Factor Converg.
 HL0515;SPC CO S     -   345,791.184   801,222.418   MT  1.00004335   -0 46 48.7
 HL0515;SPC CO S     - 1,134,483.24  2,628,677.22   sFT  1.00004335   -0 46 48.7
 HL0515;UTM  13      - 4,099,563.770   342,389.203   MT  0.99990602   -1 04 02.4
 HL0515
 HL0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0515!SPC CO S     -   0.99964099  x   1.00004335  =   0.99968433
 HL0515!UTM  13      -   0.99964099  x   0.99990602  =   0.99954705
 HL0515
 HL0515:                Primary Azimuth Mark                     Grid Az
 HL0515:SPC CO S     -  CHROMO                                   181 58 03.1
 HL0515:UTM  13      -  CHROMO                                   182 15 16.8
 HL0515
 HL0515|---------------------------------------------------------------------|
 HL0515| PID    Reference Object                     Distance      Geod. Az  |
 HL0515|                                                           dddmmss.s |
 HL0515| HL0514 CHROMO                              APPROX. 2.1 KM 1811114.4 |
 HL0515|---------------------------------------------------------------------|
 HL0515
 HL0515                          SUPERSEDED SURVEY CONTROL
 HL0515
 HL0515  NAD 83(1992)-  37 01 44.60642(N)    106 46 19.13020(W) AD(       ) 3
 HL0515  NAD 83(1986)-  37 01 44.60588(N)    106 46 19.13324(W) AD(       ) 3
 HL0515  NAD 27      -  37 01 44.56614(N)    106 46 17.00282(W) AD(       ) 3
 HL0515  NGVD 29 (07/19/86) 2304.07   (m)         7559.3    (f) LEVELING    3  
 HL0515
 HL0515.Superseded values are not recommended for survey control.
 HL0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0515.See file dsdata.txt to determine how the superseded data were derived.
 HL0515
 HL0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA4238999564(NAD 83)
 HL0515_MARKER: DS = TRIANGULATION STATION DISK
 HL0515_SETTING: 0 = UNSPECIFIED SETTING
 HL0515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0515
 HL0515  HISTORY     - Date     Condition        Report By
 HL0515  HISTORY     - 1953     MONUMENTED       USGS
 HL0515
 HL0515                          STATION DESCRIPTION
 HL0515
 HL0515'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 HL0515'STATION IS LOCATED APPROXIMATELY 3.5 MI. AIRLINE E. OF CHROMO AND
 HL0515'ABOUT 25 FT. SW. OF THE CENTERLINE OF THE RD. AT A DRIVEWAY S.
 HL0515'
 HL0515'TO REACH THE STATION FROM THE CHROMO POST OFFICE, GO SE. ON U.S.
 HL0515'HIGHWAY 84 FOR 0.1 MI., THENCE LEFT (E.) ON STATE HIGHWAY 366 FOR
 HL0515'3.8 MI. TO DRIVEWAY S. AND STATION.
 HL0515'
 HL0515'STATION MARK--STANDARD TABLET MARK, STAMPED ---7 AV 1953 7559---,
 HL0515'SET IN A CONCRETE POST PROJECTING 0.5 FT. ABOVE GROUND.
 HL0515'
 HL0515'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0457 ***********************************************************************
 HJ0457  DESIGNATION -  7 CFD
 HJ0457  PID         -  HJ0457
 HJ0457  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0457  USGS QUAD   -  PAINTED CANYON (1984)
 HJ0457
 HJ0457                         *CURRENT SURVEY CONTROL
 HJ0457  ___________________________________________________________________
 HJ0457* NAD 83(1986)-  37 19 00.     (N)    103 53 02.     (W)     SCALED    
 HJ0457* NAVD 88     -      1622.760  (meters)    5324.01   (feet)  ADJUSTED  
 HJ0457  ___________________________________________________________________
 HJ0457  GEOID HEIGHT-         -20.05  (meters)                     GEOID03
 HJ0457  DYNAMIC HT  -        1620.927 (meters)    5317.99  (feet)  COMP
 HJ0457  MODELED GRAV-     979,443.5   (mgal)                       NAVD 88
 HJ0457
 HJ0457  VERT ORDER  -  THIRD
 HJ0457
 HJ0457.The horizontal coordinates were scaled from a topographic map and have
 HJ0457.an estimated accuracy of +/- 6 seconds.
 HJ0457
 HJ0457.The orthometric height was determined by differential leveling
 HJ0457.and adjusted by the National Geodetic Survey in August 1995..
 HJ0457
 HJ0457.The geoid height was determined by GEOID03.
 HJ0457
 HJ0457.The dynamic height is computed by dividing the NAVD 88
 HJ0457.geopotential number by the normal gravity value computed on the
 HJ0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0457.degrees latitude (g = 980.6199 gals.).
 HJ0457
 HJ0457.The modeled gravity was interpolated from observed gravity values.
 HJ0457
 HJ0457;                    North         East    Units  Estimated Accuracy
 HJ0457;SPC CO S     -   378,180.    1,057,650.      MT  (+/- 180 meters Scaled)
 HJ0457
 HJ0457                          SUPERSEDED SURVEY CONTROL
 HJ0457
 HJ0457.No superseded survey control is available for this station.
 HJ0457
 HJ0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB988305(NAD 83)
 HJ0457_MARKER: DB = BENCH MARK DISK
 HJ0457_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HJ0457+WITH SETTING: INFORMATION.
 HJ0457_SP_SET: METAL ROD DRIVEN INTO GROUND
 HJ0457_STAMPING: 7 CFD 1970
 HJ0457_MARK LOGO: USGS  
 HJ0457_MAGNETIC: I = MARKER IS A STEEL ROD
 HJ0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HJ0457
 HJ0457  HISTORY     - Date     Condition        Report By
 HJ0457  HISTORY     - 1970     MONUMENTED       USGS
 HJ0457
 HJ0457                          STATION DESCRIPTION
 HJ0457
 HJ0457'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HJ0457'FROM THE JUNCTION OF COLORADO STATE HIGHWAY 389 AND U.S. HIGHWAY
 HJ0457'160, PROCEED 1.8 MILE (2.9 KM) EAST ALONG U.S. HIGHWAY 160 TO A
 HJ0457'CROSSROAD INTERSECTION, THENCE PROCEED 11.2 MILES (18.0 KM) NORTHWEST
 HJ0457'ALONG A COUNTY ROAD KNOWN AS PIPELINE ROAD, 430 FEET (131.1 M)
 HJ0457'NORTHWEST OF A PUMP SHED, 130 FEET (39.6 M) WEST OF A FENCE CORNER,
 HJ0457'110 FEET (33.5 M) WEST OF THE ROAD, AND SET ON A COPPER-COATED ROD
 HJ0457'DRIVEN 8 FEET (2.4 M) INTO THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4821 ***********************************************************************
 AB4821  DESIGNATION -  7 D
 AB4821  PID         -  AB4821
 AB4821  STATE/COUNTY-  CO/LOGAN
 AB4821  USGS QUAD   -  TWIN BUTTES (1953)
 AB4821
 AB4821                         *CURRENT SURVEY CONTROL
 AB4821  ___________________________________________________________________
 AB4821* NAD 83(1992)-  40 59 02.43841(N)    102 46 07.00065(W)     ADJUSTED  
 AB4821* NAVD 88     -      1279.1    (meters)    4197.     (feet)  GPS OBS   
 AB4821  ___________________________________________________________________
 AB4821  X           -  -1,065,886.800 (meters)                     COMP
 AB4821  Y           -  -4,703,443.667 (meters)                     COMP
 AB4821  Z           -   4,161,908.816 (meters)                     COMP
 AB4821  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 AB4821  ELLIP HEIGHT-        1259.28  (meters)          (12/03/02) GPS OBS
 AB4821  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 AB4821
 AB4821  HORZ ORDER  -  FIRST
 AB4821  ELLP ORDER  -  FOURTH    CLASS II
 AB4821
 AB4821.The horizontal coordinates were established by GPS observations
 AB4821.and adjusted by the National Geodetic Survey in July 1996..
 AB4821
 AB4821.The orthometric height was determined by GPS observations and a
 AB4821.high-resolution geoid model.
 AB4821
 AB4821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4821
 AB4821.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4821
 AB4821.The ellipsoidal height was determined by GPS observations
 AB4821.and is referenced to NAD 83.
 AB4821
 AB4821.The geoid height was determined by GEOID03.
 AB4821
 AB4821;                    North         East     Units Scale Factor Converg.
 AB4821;SPC CO N     -   491,626.638 1,144,235.804   MT  1.00003873   +1 45 53.4
 AB4821;SPC CO N     - 1,612,945.06  3,754,046.97   sFT  1.00003873   +1 45 53.4
 AB4821;UTM  13      - 4,539,380.068   687,715.275   MT  1.00003371   +1 27 50.0
 AB4821
 AB4821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4821!SPC CO N     -   0.99980251  x   1.00003873  =   0.99984123
 AB4821!UTM  13      -   0.99980251  x   1.00003371  =   0.99983621
 AB4821
 AB4821                          SUPERSEDED SURVEY CONTROL
 AB4821
 AB4821  ELLIP H (10/08/96) 1259.31   (m)                       GP(       ) 1 1
 AB4821  ELLIP H (07/08/96) 1259.56   (m)                       GP(       ) 1 1
 AB4821
 AB4821.Superseded values are not recommended for survey control.
 AB4821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4821.See file dsdata.txt to determine how the superseded data were derived.
 AB4821
 AB4821_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF8771539380(NAD 83)
 AB4821_MARKER: DB = BENCH MARK DISK
 AB4821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4821_STAMPING: 7D 1949
 AB4821_MARK LOGO: USGS  
 AB4821_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4821+STABILITY: SURFACE MOTION
 AB4821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4821+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4821
 AB4821  HISTORY     - Date     Condition        Report By
 AB4821  HISTORY     - 1949     MONUMENTED       USGS
 AB4821  HISTORY     - 1995     GOOD             CODOT
 AB4821
 AB4821                          STATION DESCRIPTION
 AB4821
 AB4821'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1995
 AB4821'STATION IS LOCATED ABOUT 10 MILES (16.1 KM) NORTH NORTHEAST OF CROOK,
 AB4821'IN THE SW 1/4 OF SEC. 30, T. 12 N., R. 48 W.  TO REACH FROM THE
 AB4821'INTERSECTION OF SH 138 AND COUNTY ROAD 65, GO NORTH ON COUNTY ROAD 65
 AB4821'FOR ABOUT 8 MILES, (12.9 KM) TO THE STATION ON THE RIGHT (EAST) .
 AB4821'STATION MARK IS A BRASS DISK SET IN A CONCRETE MONUMENT, 0.1 MILES
 AB4821'(0.2 KM) NORTH OF COUNTY ROAD 65 AND COUNTY ROAD 76, 39 FT (11.9 M)
 AB4821'EAST OF THE CENTER OF COUNTY ROAD 65, 52 FT (15.8 M) SOUTH OF A
 AB4821'PRIVATE ROAD LEADING EAST TO A FARM HOUSE, 5.4 FT (1.6 M) WEST OF A
 AB4821'FIBERGLASS WITNESS POST (NOAA) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0015 ***********************************************************************
 LN0015  DESIGNATION -  7 DHW
 LN0015  PID         -  LN0015
 LN0015  STATE/COUNTY-  CO/MOFFAT
 LN0015  USGS QUAD   -  LONE MOUNTAIN (1986)
 LN0015
 LN0015                         *CURRENT SURVEY CONTROL
 LN0015  ___________________________________________________________________
 LN0015* NAD 83(1986)-  40 32 56.     (N)    108 25 25.     (W)     SCALED    
 LN0015* NAVD 88     -      1741.867  (meters)    5714.78   (feet)  ADJUSTED  
 LN0015  ___________________________________________________________________
 LN0015  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 LN0015  DYNAMIC HT  -        1740.229 (meters)    5709.40  (feet)  COMP
 LN0015  MODELED GRAV-     979,623.6   (mgal)                       NAVD 88
 LN0015
 LN0015  VERT ORDER  -  SECOND    CLASS 0
 LN0015
 LN0015.The horizontal coordinates were scaled from a topographic map and have
 LN0015.an estimated accuracy of +/- 6 seconds.
 LN0015
 LN0015.The orthometric height was determined by differential leveling
 LN0015.and adjusted by the National Geodetic Survey in June 1991..
 LN0015
 LN0015.The geoid height was determined by GEOID03.
 LN0015
 LN0015.The dynamic height is computed by dividing the NAVD 88
 LN0015.geopotential number by the normal gravity value computed on the
 LN0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0015.degrees latitude (g = 980.6199 gals.).
 LN0015
 LN0015.The modeled gravity was interpolated from observed gravity values.
 LN0015
 LN0015;                    North         East    Units  Estimated Accuracy
 LN0015;SPC CO N     -   443,850.      666,810.      MT  (+/- 180 meters Scaled)
 LN0015
 LN0015                          SUPERSEDED SURVEY CONTROL
 LN0015
 LN0015  NGVD 29 (??/??/92) 1740.562  (m)         5710.49   (f) ADJ UNCH    2 0
 LN0015
 LN0015.Superseded values are not recommended for survey control.
 LN0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0015.See file dsdata.txt to determine how the superseded data were derived.
 LN0015
 LN0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK181918(NAD 83)
 LN0015_MARKER: DD = SURVEY DISK
 LN0015_SETTING: 66 = SET IN ROCK OUTCROP
 LN0015_SP_SET: OUTCROP
 LN0015_STAMPING: 7 DHW 5710 1955
 LN0015_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0015+STABILITY: POSITION/ELEVATION WELL
 LN0015
 LN0015  HISTORY     - Date     Condition        Report By
 LN0015  HISTORY     - 1955     MONUMENTED       USGS
 LN0015  HISTORY     - 1962     GOOD             NGS
 LN0015
 LN0015                          STATION DESCRIPTION
 LN0015
 LN0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 LN0015'17.8 MI SE FROM GREYSTONE.
 LN0015'17.8 MILES SOUTHEAST ALONG COUNTY ROAD 10 FROM THE STORE AND POST
 LN0015'OFFICE AT GREYSTONE, ON THE EAST SIDE OF SNAKE RIVER, IN THE TOP OF A
 LN0015'2 1/2- BY 4 1/2-FOOT OUTCROP WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND,
 LN0015'146 FEET NORTH OF BENCH MARK A 382, 86 FEET SOUTH OF THE CENTER LINE
 LN0015'OF THE ROAD, 17 FEET WEST OF THE CENTER LINE OF A DIRT ROAD, 100 FEET
 LN0015'SOUTHEAST OF THE SOUTH END OF THE STONE ABUTMENT OF A BRIDGE OVER
 LN0015'SNAKE RIVER, 110 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A
 LN0015'GAUGING STATION BUILDING, AND ABOUT 1 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0014 ***********************************************************************
 LN0014  DESIGNATION -  7 DHW RM
 LN0014  PID         -  LN0014
 LN0014  STATE/COUNTY-  CO/MOFFAT
 LN0014  USGS QUAD   -  LONE MOUNTAIN (1986)
 LN0014
 LN0014                         *CURRENT SURVEY CONTROL
 LN0014  ___________________________________________________________________
 LN0014* NAD 83(1986)-  40 32 56.     (N)    108 25 25.     (W)     SCALED    
 LN0014* NAVD 88     -      1737.992  (meters)    5702.06   (feet)  ADJUSTED  
 LN0014  ___________________________________________________________________
 LN0014  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 LN0014  DYNAMIC HT  -        1736.357 (meters)    5696.70  (feet)  COMP
 LN0014  MODELED GRAV-     979,623.6   (mgal)                       NAVD 88
 LN0014
 LN0014  VERT ORDER  -  SECOND    CLASS 0
 LN0014
 LN0014.The horizontal coordinates were scaled from a topographic map and have
 LN0014.an estimated accuracy of +/- 6 seconds.
 LN0014
 LN0014.The orthometric height was determined by differential leveling
 LN0014.and adjusted by the National Geodetic Survey in June 1991..
 LN0014
 LN0014.The geoid height was determined by GEOID03.
 LN0014
 LN0014.The dynamic height is computed by dividing the NAVD 88
 LN0014.geopotential number by the normal gravity value computed on the
 LN0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0014.degrees latitude (g = 980.6199 gals.).
 LN0014
 LN0014.The modeled gravity was interpolated from observed gravity values.
 LN0014
 LN0014;                    North         East    Units  Estimated Accuracy
 LN0014;SPC CO N     -   443,850.      666,810.      MT  (+/- 180 meters Scaled)
 LN0014
 LN0014                          SUPERSEDED SURVEY CONTROL
 LN0014
 LN0014  NGVD 29 (??/??/92) 1736.686  (m)         5697.78   (f) ADJ UNCH    2 0
 LN0014
 LN0014.Superseded values are not recommended for survey control.
 LN0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0014.See file dsdata.txt to determine how the superseded data were derived.
 LN0014
 LN0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK181918(NAD 83)
 LN0014_MARKER: DD = SURVEY DISK
 LN0014_SETTING: 66 = SET IN ROCK OUTCROP
 LN0014_SP_SET: ROCK OUTCROP
 LN0014_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0014+STABILITY: POSITION/ELEVATION WELL
 LN0014
 LN0014  HISTORY     - Date     Condition        Report By
 LN0014  HISTORY     - UNK      MONUMENTED       USGS
 LN0014  HISTORY     - 1962     GOOD             NGS
 LN0014  HISTORY     - 1982     GOOD             USGS
 LN0014
 LN0014                          STATION DESCRIPTION
 LN0014
 LN0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 LN0014'17.8 MI SE FROM GREYSTONE.
 LN0014'17.8 MILES SOUTHEAST ALONG COUNTY ROAD 10 FROM THE STORE AND POST
 LN0014'OFFICE AT GREYSTONE, ON THE EAST SIDE OF SNAKE RIVER, 80 FEET WEST OF
 LN0014'A ROAD LEADING NORTH, 24 FEET NORTH OF THE CENTER LINE OF THE EAST
 LN0014'APPROACH ROAD TO THE ABANDONED BRIDGE OVER SNAKE RIVER, 18 FEET
 LN0014'NORTHEAST OF THE NORTHEAST CORNER OF THE EAST ABUTMENT OF THE
 LN0014'ABANDONED BRIDGE, 108 FEET NORTHWEST OF BENCH MARK 7 DHW (USGS), AND
 LN0014'IN THE TOP OF A ROCK OUTCROP ABOUT 5 1/2 FEET LOWER THAN THE ROAD.
 LN0014
 LN0014                          STATION RECOVERY (1982)
 LN0014
 LN0014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LN0014'GREYSTONE, 17.8 MILES SOUTHEAST OF, SUNBEAN, X-RDS., THENCE 2.9 MILES
 LN0014'NORTHWESTALONG STATE HWY. 318 TO JCT. OF COUNTY ROAD 10, THENCE 12.6
 LN0014'MILES WEST ALONG COUNTY ROAD 10 TO JCT WITH COUNTY ROAD. 25 AND EAST
 LN0014'END OF RIVER BRIDGE, T 7 N, R 98 R , SECTION. 20, 20 FT. NORTH, 5 FT.
 LN0014'WEST AND 12 FT. LOWER THAN EAST END OF BRIDGE, A STD.TABLET STAMPED
 LN0014'RM, SET IN A ROCK OUTCROP, ABOUT 8 FT. HIGHER THAN RIVER BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0393 ***********************************************************************
 KM0393  DESIGNATION -  7 FMK
 KM0393  PID         -  KM0393
 KM0393  STATE/COUNTY-  CO/MESA
 KM0393  USGS QUAD   -  BITTER CREEK WELL (1970)
 KM0393
 KM0393                         *CURRENT SURVEY CONTROL
 KM0393  ___________________________________________________________________
 KM0393* NAD 83(1986)-  39 13 34.     (N)    109 01 26.     (W)     SCALED    
 KM0393* NAVD 88     -      1496.358  (meters)    4909.30   (feet)  POSTED    
 KM0393  ___________________________________________________________________
 KM0393  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 KM0393  DYNAMIC HT  -        1494.920 (meters)    4904.58  (feet)  COMP
 KM0393  MODELED GRAV-     979,612.1   (mgal)                       NAVD 88
 KM0393
 KM0393  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KM0393
 KM0393.The horizontal coordinates were scaled from a topographic map and have
 KM0393.an estimated accuracy of +/- 6 seconds.
 KM0393
 KM0393.The orthometric height was determined by differential leveling
 KM0393.and adjusted by the National Geodetic Survey in 1992..
 KM0393.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KM0393.rate of 0.0 thru 1.0 mm/km.
 KM0393
 KM0393.The geoid height was determined by GEOID03.
 KM0393
 KM0393.The dynamic height is computed by dividing the NAVD 88
 KM0393.geopotential number by the normal gravity value computed on the
 KM0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0393.degrees latitude (g = 980.6199 gals.).
 KM0393
 KM0393.The modeled gravity was interpolated from observed gravity values.
 KM0393
 KM0393;                    North         East    Units  Estimated Accuracy
 KM0393;SPC CO C     -   465,310.      610,210.      MT  (+/- 180 meters Scaled)
 KM0393
 KM0393                          SUPERSEDED SURVEY CONTROL
 KM0393
 KM0393  NGVD 29 (??/??/92) 1495.265  (m)         4905.72   (f) ADJ UNCH    2 0
 KM0393
 KM0393.Superseded values are not recommended for survey control.
 KM0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0393.See file dsdata.txt to determine how the superseded data were derived.
 KM0393
 KM0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ705437(NAD 83)
 KM0393_MARKER: DB = BENCH MARK DISK
 KM0393_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KM0393_SP_SET: COPPER-CLAD STEEL ROD
 KM0393_STAMPING: 7 FMK 1969 4906
 KM0393_MARK LOGO: USGS  
 KM0393_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0393+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005
 KM0393
 KM0393  HISTORY     - Date     Condition        Report By
 KM0393  HISTORY     - 1969     MONUMENTED       USGS
 KM0393  HISTORY     - 20050322 GOOD             GEOCAC
 KM0393
 KM0393                          STATION DESCRIPTION
 KM0393
 KM0393'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0393'FROM MACK, COLORADO, PROCEED 10.0 MILES NORTHWEST ALONG U. S.
 KM0393'HIGHWAYS 6 AND 50, 2.1 MILES NORTHEAST OF COLORADO-UTAH STATE LINE,
 KM0393'88 FEET NORTHEAST OF A TRACK ROAD NORTHWEST, 54 FEET WEST OF THE
 KM0393'CENTERLINE OF THE HIGHWAY, 21 FEET SOUTHWEST OF TELEPHONE POLE NUMBER
 KM0393'12450, WITNESS POST SET NEAR BENCH MARK, SET ON 10 FEET OF
 KM0393'COPPER-COATED STEEL ROD ENCASED IN A 6-INCH CONCRETE PIPE WHICH IS
 KM0393'FLUSH WITH THE GROUND.
 KM0393
 KM0393                          STATION RECOVERY (2005)
 KM0393
 KM0393'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0409 ***********************************************************************
 KL0409  DESIGNATION -  7 G
 KL0409  PID         -  KL0409
 KL0409  STATE/COUNTY-  CO/EAGLE
 KL0409  USGS QUAD   -  STATE BRIDGE (1987)
 KL0409
 KL0409                         *CURRENT SURVEY CONTROL
 KL0409  ___________________________________________________________________
 KL0409* NAD 83(1986)-  39 48 11.     (N)    106 40 39.     (W)     SCALED    
 KL0409* NAVD 88     -      2395.943  (meters)    7860.69   (feet)  ADJUSTED  
 KL0409  ___________________________________________________________________
 KL0409  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 KL0409  DYNAMIC HT  -        2393.187 (meters)    7851.65  (feet)  COMP
 KL0409  MODELED GRAV-     979,390.3   (mgal)                       NAVD 88
 KL0409
 KL0409  VERT ORDER  -  FIRST     CLASS II
 KL0409
 KL0409.The horizontal coordinates were scaled from a topographic map and have
 KL0409.an estimated accuracy of +/- 6 seconds.
 KL0409
 KL0409.The orthometric height was determined by differential leveling
 KL0409.and adjusted by the National Geodetic Survey in June 1991..
 KL0409
 KL0409.The geoid height was determined by GEOID03.
 KL0409
 KL0409.The dynamic height is computed by dividing the NAVD 88
 KL0409.geopotential number by the normal gravity value computed on the
 KL0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0409.degrees latitude (g = 980.6199 gals.).
 KL0409
 KL0409.The modeled gravity was interpolated from observed gravity values.
 KL0409
 KL0409;                    North         East    Units  Estimated Accuracy
 KL0409;SPC CO C     -   524,120.      813,560.      MT  (+/- 180 meters Scaled)
 KL0409
 KL0409                          SUPERSEDED SURVEY CONTROL
 KL0409
 KL0409  NGVD 29 (??/??/92) 2394.466  (m)         7855.84   (f) ADJ UNCH    1 2
 KL0409
 KL0409.Superseded values are not recommended for survey control.
 KL0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0409.See file dsdata.txt to determine how the superseded data were derived.
 KL0409
 KL0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCE563072(NAD 83)
 KL0409_MARKER: DD = SURVEY DISK
 KL0409_SETTING: 80 = SET IN A BOULDER
 KL0409_SP_SET: BOULDER
 KL0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0409+STABILITY: SURFACE MOTION
 KL0409
 KL0409  HISTORY     - Date     Condition        Report By
 KL0409  HISTORY     - UNK      MONUMENTED       USGS
 KL0409  HISTORY     - 1933     GOOD             NGS
 KL0409
 KL0409                          STATION DESCRIPTION
 KL0409
 KL0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KL0409'6.2 MI S FROM STATE BRIDGE.
 KL0409'6.2 MILES SOUTH OF THE CROSSING OF HIGHWAY WITH DENVER AND SALT LAKE
 KL0409'RAILWAY IN STATE BRIDGE.  IT IS AT THE BOTTOM OF A SLOPE FROM THE
 KL0409'NORTH AND AT A POINT WHERE A ROAD TURNS OFF EAST FROM HIGHWAY.  26.6
 KL0409'FT. WEST OF CENTER OF STATE BRIDGE-WOLCOTT HIGHWAY.  20.6 FT. NORTH OF
 KL0409'SIDE ROAD RUNNING WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0559 ***********************************************************************
 KJ0559  DESIGNATION -  7 GDD
 KJ0559  PID         -  KJ0559
 KJ0559  STATE/COUNTY-  CO/LINCOLN
 KJ0559  USGS QUAD   -  ELBA (1974)
 KJ0559
 KJ0559                         *CURRENT SURVEY CONTROL
 KJ0559  ___________________________________________________________________
 KJ0559* NAD 83(1986)-  39 56 53.     (N)    103 13 06.     (W)     SCALED    
 KJ0559* NAVD 88     -      1434.143  (meters)    4705.18   (feet)  ADJUSTED  
 KJ0559  ___________________________________________________________________
 KJ0559  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 KJ0559  DYNAMIC HT  -        1432.913 (meters)    4701.15  (feet)  COMP
 KJ0559  MODELED GRAV-     979,718.1   (mgal)                       NAVD 88
 KJ0559
 KJ0559  VERT ORDER  -  THIRD
 KJ0559
 KJ0559.The horizontal coordinates were scaled from a topographic map and have
 KJ0559.an estimated accuracy of +/- 6 seconds.
 KJ0559
 KJ0559.The orthometric height was determined by differential leveling
 KJ0559.and adjusted by the National Geodetic Survey in June 1991..
 KJ0559
 KJ0559.The geoid height was determined by GEOID03.
 KJ0559
 KJ0559.The dynamic height is computed by dividing the NAVD 88
 KJ0559.geopotential number by the normal gravity value computed on the
 KJ0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0559.degrees latitude (g = 980.6199 gals.).
 KJ0559
 KJ0559.The modeled gravity was interpolated from observed gravity values.
 KJ0559
 KJ0559;                    North         East    Units  Estimated Accuracy
 KJ0559;SPC CO C     -   542,010.    1,109,380.      MT  (+/- 180 meters Scaled)
 KJ0559
 KJ0559                          SUPERSEDED SURVEY CONTROL
 KJ0559
 KJ0559.No superseded survey control is available for this station.
 KJ0559
 KJ0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFE522235(NAD 83)
 KJ0559_MARKER: DB = BENCH MARK DISK
 KJ0559_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KJ0559_SP_SET: COPPER-CLAD STEEL ROD
 KJ0559_STAMPING: GDD 7 1972
 KJ0559_MARK LOGO: USGS  
 KJ0559_PROJECTION: FLUSH
 KJ0559_MAGNETIC: I = MARKER IS A STEEL ROD
 KJ0559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KJ0559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0559+SATELLITE: SATELLITE OBSERVATIONS - 1972
 KJ0559_ROD/PIPE-DEPTH: 8.23 meters
 KJ0559
 KJ0559  HISTORY     - Date     Condition        Report By
 KJ0559  HISTORY     - 1972     MONUMENTED       USGS
 KJ0559
 KJ0559                          STATION DESCRIPTION
 KJ0559
 KJ0559'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KJ0559'AT AKRON, COLORADO, FROM THE INTERSECTION OF STATE HIGHWAY 63 AND U.S.
 KJ0559'HIGHWAY 34, PROCEED 14.3 MILES SOUTH ALONG STATE HIGHWAY 63.  OR, FROM
 KJ0559'THE U.S. POST OFFICE AT ANTON, COLORADO, PROCEED 13.8 MILES NORTH
 KJ0559'ALONG STATE HIGHWAY 63 TO THE UNINCORPORATED TOWN OF ELBA, 127 FEET
 KJ0559'WEST OF THE HIGHWAY, 21 FEET NORTH AND 5 FEET EAST OF THE NORTHWEST
 KJ0559'CORNER OF A HOUSE, 8 FEET NORTHWEST OF A LARGE LONE PINE TREE, 3 FEET
 KJ0559'NORTH OF A WITNESS SIGN MOUNTED ON AN OLD POWER POLE SUPPORTING AN
 KJ0559'ANTENNA, 0.5 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0585 ***********************************************************************
 KL0585  DESIGNATION -  7 JHD
 KL0585  PID         -  KL0585
 KL0585  STATE/COUNTY-  CO/RIO BLANCO
 KL0585  USGS QUAD   -  BIG BEAVER RESERVOIR (1987)
 KL0585
 KL0585                         *CURRENT SURVEY CONTROL
 KL0585  ___________________________________________________________________
 KL0585* NAD 83(1986)-  39 57 58.     (N)    107 38 57.     (W)     SCALED    
 KL0585* NAVD 88     -      2109.829  (meters)    6922.00   (feet)  ADJUSTED  
 KL0585  ___________________________________________________________________
 KL0585  GEOID HEIGHT-         -13.98  (meters)                     GEOID03
 KL0585  DYNAMIC HT  -        2107.634 (meters)    6914.80  (feet)  COMP
 KL0585  MODELED GRAV-     979,509.9   (mgal)                       NAVD 88
 KL0585
 KL0585  VERT ORDER  -  SECOND    CLASS 0
 KL0585
 KL0585.The horizontal coordinates were scaled from a topographic map and have
 KL0585.an estimated accuracy of +/- 6 seconds.
 KL0585
 KL0585.The orthometric height was determined by differential leveling
 KL0585.and adjusted by the National Geodetic Survey in June 1991..
 KL0585
 KL0585.The geoid height was determined by GEOID03.
 KL0585
 KL0585.The dynamic height is computed by dividing the NAVD 88
 KL0585.geopotential number by the normal gravity value computed on the
 KL0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0585.degrees latitude (g = 980.6199 gals.).
 KL0585
 KL0585.The modeled gravity was interpolated from observed gravity values.
 KL0585
 KL0585;                    North         East    Units  Estimated Accuracy
 KL0585;SPC CO N     -   377,280.      730,810.      MT  (+/- 180 meters Scaled)
 KL0585
 KL0585                          SUPERSEDED SURVEY CONTROL
 KL0585
 KL0585  NGVD 29 (??/??/92) 2108.495  (m)         6917.62   (f) ADJ UNCH    2 0
 KL0585
 KL0585.Superseded values are not recommended for survey control.
 KL0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0585.See file dsdata.txt to determine how the superseded data were derived.
 KL0585
 KL0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBE737273(NAD 83)
 KL0585_MARKER: DD = SURVEY DISK
 KL0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0585_STAMPING: JHD 7 6917 1963
 KL0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0585+STABILITY: SURFACE MOTION
 KL0585
 KL0585  HISTORY     - Date     Condition        Report By
 KL0585  HISTORY     - 1963     MONUMENTED       USGS
 KL0585  HISTORY     - 1966     GOOD             NGS
 KL0585
 KL0585                          STATION DESCRIPTION
 KL0585
 KL0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KL0585'2.4 MI SW FROM BUFORD.
 KL0585'2.4 MILES SOUTHWEST ALONG STATE HIGHWAY 132 FROM THE STORE AND POST
 KL0585'OFFICE AT BUFORD, 94 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 KL0585'136 FEET WEST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A
 KL0585'GRAVEL ROAD LEADING ACROSS THE RIVER, 1.2 FEET SOUTHEAST OF A FENCE,
 KL0585'2.4 FEET NORTHEAST OF A WITNESS POST, ABOUT 3 1/2 FEET HIGHER THAN THE
 KL0585'HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1809 ***********************************************************************
 KK1809  DESIGNATION -  70
 KK1809  PID         -  KK1809
 KK1809  STATE/COUNTY-  CO/JEFFERSON
 KK1809  USGS QUAD   -  FORT LOGAN (1994)
 KK1809
 KK1809                         *CURRENT SURVEY CONTROL
 KK1809  ___________________________________________________________________
 KK1809* NAD 83(1992)-  39 41 49.56876(N)    105 03 46.07112(W)     ADJUSTED  
 KK1809* NAVD 88     -      1672.7    (meters)    5488.     (feet)  VERTCON   
 KK1809  ___________________________________________________________________
 KK1809  LAPLACE CORR-         -12.13  (seconds)                    DEFLEC99
 KK1809  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 KK1809
 KK1809  HORZ ORDER  -  SECOND
 KK1809
 KK1809.The horizontal coordinates were established by classical geodetic methods
 KK1809.and adjusted by the National Geodetic Survey in January 1993..
 KK1809
 KK1809.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1809
 KK1809.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1809
 KK1809.The geoid height was determined by GEOID03.
 KK1809
 KK1809;                    North         East     Units Scale Factor Converg.
 KK1809;SPC CO C     -   511,789.078   951,900.149   MT  0.99998996   +0 16 32.7
 KK1809;SPC CO C     - 1,679,094.67  3,123,025.74   sFT  0.99998996   +0 16 32.7
 KK1809;UTM  13      - 4,394,141.317   494,616.012   MT  0.99960036   -0 02 24.4
 KK1809
 KK1809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1809!SPC CO C     -   0.99974026  x   0.99998996  =   0.99973022
 KK1809!UTM  13      -   0.99974026  x   0.99960036  =   0.99934072
 KK1809
 KK1809|---------------------------------------------------------------------|
 KK1809| PID    Reference Object                     Distance      Geod. Az  |
 KK1809|                                                           dddmmss.s |
 KK1809| CP7166 70 RM 1                              12.950 METERS 07325     |
 KK1809| CP7167 70 RM 2                                            18000     |
 KK1809| CP7165 70 AZ MK                                           3592623.4 |
 KK1809|---------------------------------------------------------------------|
 KK1809
 KK1809                          SUPERSEDED SURVEY CONTROL
 KK1809
 KK1809  NAD 83(1986)-  39 41 49.56526(N)    105 03 46.06974(W) AD(       ) 2
 KK1809  NAD 27      -  39 41 49.61071(N)    105 03 44.12588(W) AD(       ) 2
 KK1809  NGVD 29 (07/19/86) 1671.8    (m)         5485.     (f) VERT ANG       
 KK1809
 KK1809.Superseded values are not recommended for survey control.
 KK1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1809.See file dsdata.txt to determine how the superseded data were derived.
 KK1809
 KK1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9461694141(NAD 83)
 KK1809_MARKER: DD = SURVEY DISK
 KK1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1809_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1809
 KK1809  HISTORY     - Date     Condition        Report By
 KK1809  HISTORY     - 1977     MONUMENTED       CO-059
 KK1809
 KK1809                          STATION DESCRIPTION
 KK1809
 KK1809'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1809'THE STATION IS LOCATED 1/2 MILE WEST OF THE DENVER CITY LIMIT
 KK1809'AND 3 MILES SOUTHEAST OF THE LAKEWOOD CITY HALL, NEAR THE SOUTH
 KK1809'1/4 CORNER OF SECTION 13, T 4 S, R 69 W.
 KK1809'
 KK1809'TO REACH THIS STATION FROM THE LAKEWOOD CITY HALL, GO SOUTH 1/2
 KK1809'MILE ON UNION BOULEVARD TO WEST ALAMEDA AVENUE.  TURN LEFT AND
 KK1809'GO EAST 3.5 MILES TO SOUTH HARLAN STREET.  TURN RIGHT AND GO
 KK1809'SOUTH 1.0 MILE TO A SCHOOL YARD ON THE NORTHWEST CORNER OF
 KK1809'SOUTH HARLAN AND WEST MISSISSIPPI AVENUE.
 KK1809'
 KK1809'TO REACH THE AZIMUTH MARK FROM THE STATION GO 0.2 MILE NORTH ON
 KK1809'SOUTH HARLAN STREET TO AN INTERSECTION WITH SOUTH HARLAN WAY
 KK1809'AND THE SIDEWALK ON THE SOUTHWEST CORNER.
 KK1809'
 KK1809'THE STATION MARK STAMPED---70 JCMD 1977---, IS A 3-INCH BRONZE
 KK1809'DISK SET IN CONCRETE FLUSH WITH THE GROUND SURFACE, 25 FEET
 KK1809'NORTHEAST OF THE NORTHEAST CORNER OF A BRICK SCHOOL BUILDING,
 KK1809'20-1/2 FEET WEST OF THE CENTER OF SOUTH HARLAN STREET AND
 KK1809'27-1/2 FEET SOUTH OF THE CENTER OF A MANHOLE.
 KK1809'
 KK1809'REFERENCE MARK 1, STAMPED---70 JCMD RM 1 1977---, IS A 3-INCH
 KK1809'BRONZE DISK SET IN CONCRETE FLUSH WITH THE GROUND, 68 FEET
 KK1809'NORTHEAST OF THE NORTHEAST CORNER OF THE BRICK SCHOOL BUILDING,
 KK1809'24 FEET SOUTH-SOUTHEAST OF THE CENTER OF A MANHOLE, AND 96 FEET
 KK1809'NORTH FROM THE SECOND POWER POLE NORTH OF MISSISSIPPI STREET ON THE
 KK1809'EAST SIDE OF SOUTH HARLAN STREET.
 KK1809'
 KK1809'REFERENCE MARK 2, STAMPED---70 JCMD RM 2 1977---, IS A 3-INCH
 KK1809'BRONZE DISK SET IN CONCRETE FLUSH WITH THE GROUND, 19-1/2 FEET
 KK1809'WEST OF THE CENTER OF HARLAN STREET, 76-1/2 FEET NORTH OF THE
 KK1809'CENTER OF MISSISSIPPI STREET AND 60-1/2 FEET SOUTHEAST OF THE
 KK1809'NORTHEAST CORNER OF THE SCHOOL BUILDING.
 KK1809'
 KK1809'THE AZIMUTH MARK, STAMPED---70 JCMD AZM 1977---, IS A 3-INCH
 KK1809'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE CURB, 26 FEET SOUTH
 KK1809'OF THE CENTER OF SOUTH HARLEN WAY, 33 FEET WEST OF THE CENTER
 KK1809'OF SOUTH HARLEN STREET AND 2-1/2 FEET NORTHEAST OF A POWER
 KK1809'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5109 ***********************************************************************
 AC5109  DESIGNATION -  70 ARD
 AC5109  PID         -  AC5109
 AC5109  STATE/COUNTY-  CO/PUEBLO
 AC5109  USGS QUAD   -  NEPESTA (1960)
 AC5109
 AC5109                         *CURRENT SURVEY CONTROL
 AC5109  ___________________________________________________________________
 AC5109* NAD 83(1992)-  38 07 33.14064(N)    104 14 28.51733(W)     ADJUSTED  
 AC5109* NAVD 88     -      1401.8    (meters)    4599.     (feet)  GPS OBS   
 AC5109  ___________________________________________________________________
 AC5109  X           -  -1,236,152.855 (meters)                     COMP
 AC5109  Y           -  -4,870,479.299 (meters)                     COMP
 AC5109  Z           -   3,917,297.144 (meters)                     COMP
 AC5109  LAPLACE CORR-          -5.65  (seconds)                    DEFLEC99
 AC5109  ELLIP HEIGHT-        1381.47  (meters)          (12/03/02) GPS OBS
 AC5109  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 AC5109
 AC5109  HORZ ORDER  -  FIRST
 AC5109  ELLP ORDER  -  FOURTH    CLASS II
 AC5109
 AC5109.The horizontal coordinates were established by GPS observations
 AC5109.and adjusted by the National Geodetic Survey in January 1997..
 AC5109
 AC5109.The orthometric height was determined by GPS observations and a
 AC5109.high-resolution geoid model.
 AC5109
 AC5109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5109
 AC5109.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5109
 AC5109.The ellipsoidal height was determined by GPS observations
 AC5109.and is referenced to NAD 83.
 AC5109
 AC5109.The geoid height was determined by GEOID03.
 AC5109
 AC5109;                    North         East     Units Scale Factor Converg.
 AC5109;SPC CO S     -   467,494.491 1,024,763.337   MT  0.99995832   +0 46 19.5
 AC5109;SPC CO S     - 1,533,771.51  3,362,077.71   sFT  0.99995832   +0 46 19.5
 AC5109;UTM  13      - 4,220,052.840   566,502.243   MT  0.99965447   +0 28 06.5
 AC5109
 AC5109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5109!SPC CO S     -   0.99978328  x   0.99995832  =   0.99974161
 AC5109!UTM  13      -   0.99978328  x   0.99965447  =   0.99943782
 AC5109
 AC5109                          SUPERSEDED SURVEY CONTROL
 AC5109
 AC5109  ELLIP H (01/17/97) 1381.46   (m)                       GP(       ) 1 1
 AC5109
 AC5109.Superseded values are not recommended for survey control.
 AC5109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5109.See file dsdata.txt to determine how the superseded data were derived.
 AC5109
 AC5109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6650220053(NAD 83)
 AC5109_MARKER: DB = BENCH MARK DISK
 AC5109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5109_STAMPING: 70 ARD 1954
 AC5109_MARK LOGO: USGS  
 AC5109_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC5109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5109+STABILITY: SURFACE MOTION
 AC5109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5109+SATELLITE: SATELLITE OBSERVATIONS - 1954
 AC5109
 AC5109  HISTORY     - Date     Condition        Report By
 AC5109  HISTORY     - 1954     MONUMENTED       USGS
 AC5109
 AC5109                          STATION DESCRIPTION
 AC5109
 AC5109'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AC5109'THE STATION IS LOCATED IN EAST-CENTRAL PUEBLO COUNTY ABOUT 22.7 MI
 AC5109'(36.5 KM) EAST-SOUTHEAST OF DOWNTOWN PUEBLO, 7.4 MI (11.9 KM)
 AC5109'SOUTH-SOUTHEAST OF THE CONFLUENCE OF THE HUERFANO AND ARKANSAS RIVERS,
 AC5109'AND 9.6 MI (15.4 KM) SOUTHEAST OF AVONDALE, AT THE NW CORNER OF
 AC5109'SECTION 20 T22S R61W OF THE 6TH PM.  OWNERSHIP--THE POINT IS ON THE
 AC5109'PREMISES OF THE BX RANCH, OWNED BY MARY FRAZIER CLARK, 1350 CANTERBURY
 AC5109'DR., ABILENE TX 79602.  ACCESS CAN BE ARRANGED BY CONTACTING BX RANCH
 AC5109'FOREMAN DARYEL MCCURRY, (719) 947-3028, 4231 E. HUERFANO ROAD,
 AC5109'AVONDALE, CO 81022.  THE STATION CAN BE REACHED BY GOING 3.0 MI (4.8
 AC5109'KM) SOUTH ON A DIRT RANCH ROAD FROM THE CORNER OF 59TH LANE AND
 AC5109'HUCKLEBERRY LANE.  TO REACH THE STATION FROM US HWY 50 AND THE
 AC5109'HUERFANO BRIDGE (MILE MARKER 336.2) , GO SOUTHEAST ON US HWY 50 2.0 MI
 AC5109'(3.2 KM) TO A SIDE ROAD RIGHT, 59TH LANE.  TURN RIGHT, SOUTH FOR 3.0
 AC5109'MI (4.8 KM) TO A CORNER LEFT FORMED WITH HUCKLEBERRY LANE.  GO SOUTH,
 AC5109'THRU AN UNLOCKED BARBED-WIRE GATE, ONTO THE PREMISES OF THE BX RANCH,
 AC5109'FOR 0.45 MI (0.72 KM) TO A SMALL IMPOUNDMENT OFF THE RIGHT SIDE OF THE
 AC5109'ROAD.  CONTINUE AHEAD, SOUTH, 1.0 MI (1.6 KM) TO A FENCE CORNER AND A
 AC5109'SIDE ROAD RIGHT.  CONTINUE AHEAD, SOUTH, 0.5 TO A RED, UNLOCKED WOODEN
 AC5109'GATE.  CONTINUE AHEAD, SOUTH 0.2 MI (0.3 KM) TO A GAS PIPELINE
 AC5109'CROSSING.  CONTINUE AHEAD, SOUTH 0.75 MI (1.21 KM) TO A CROSSING OF
 AC5109'RANCH ROADS, AN OLD FENCE LINE, A 6 IN BY 8 IN WOODEN FENCE POST, AND
 AC5109'THE MARKER AT THE BASE OF THE POST.  THE MARKER IS A STANDARD USGS
 AC5109'VERTICAL BENCHMARK DISK SET IN A 20 CM SQUARE CONCRETE POST WHICH IS
 AC5109'SET IN A 55 CM ROUND CONCRETE POST.  IT IS 0.55 M (1.80 FT) NORTHEAST
 AC5109'OF A CARSONITE WITNESS POST, 0.7 M (2.3 FT) EAST-NORTHEAST OF THE
 AC5109'WESTERN-MOST WOODEN POST, 12.3 M (40.4 FT) WEST OF A BOUNDARY MARKER,
 AC5109'6.3 M (20.7 FT) WEST OF THE CENTER OF A NORTH-SOUTH DIRT ROAD, 5.6 M
 AC5109'(18.4 FT) NORTH OF THE CENTER OF AN EAST-WEST DIRT ROAD, 3.05 M (10.01
 AC5109'FT) WEST-NORTHWEST OF A ROUND WOODEN POST, AND PROJECTS ABOUT 0.3 M
 AC5109'(1.0 FT) ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0935 ***********************************************************************
 KK0935  DESIGNATION -  70 G
 KK0935  PID         -  KK0935
 KK0935  STATE/COUNTY-  CO/PARK
 KK0935  USGS QUAD   -  HARTSEL (1956)
 KK0935
 KK0935                         *CURRENT SURVEY CONTROL
 KK0935  ___________________________________________________________________
 KK0935* NAD 83(1986)-  39 01 18.     (N)    105 47 44.     (W)     SCALED    
 KK0935* NAVD 88     -      2703.129  (meters)    8868.52   (feet)  ADJUSTED  
 KK0935  ___________________________________________________________________
 KK0935  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 KK0935  DYNAMIC HT  -        2699.761 (meters)    8857.47  (feet)  COMP
 KK0935  MODELED GRAV-     979,283.4   (mgal)                       NAVD 88
 KK0935
 KK0935  VERT ORDER  -  SECOND    CLASS 0
 KK0935
 KK0935.The horizontal coordinates were scaled from a topographic map and have
 KK0935.an estimated accuracy of +/- 6 seconds.
 KK0935
 KK0935.The orthometric height was determined by differential leveling
 KK0935.and adjusted by the National Geodetic Survey in June 1991..
 KK0935
 KK0935.The geoid height was determined by GEOID03.
 KK0935
 KK0935.The dynamic height is computed by dividing the NAVD 88
 KK0935.geopotential number by the normal gravity value computed on the
 KK0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0935.degrees latitude (g = 980.6199 gals.).
 KK0935
 KK0935.The modeled gravity was interpolated from observed gravity values.
 KK0935
 KK0935;                    North         East    Units  Estimated Accuracy
 KK0935;SPC CO C     -   436,760.      888,810.      MT  (+/- 180 meters Scaled)
 KK0935
 KK0935                          SUPERSEDED SURVEY CONTROL
 KK0935
 KK0935  NGVD 29 (??/??/92) 2701.610  (m)         8863.53   (f) ADJ UNCH    2 0
 KK0935
 KK0935.Superseded values are not recommended for survey control.
 KK0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0935.See file dsdata.txt to determine how the superseded data were derived.
 KK0935
 KK0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD311194(NAD 83)
 KK0935_MARKER: DB = BENCH MARK DISK
 KK0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0935_STAMPING: 70 G 1930
 KK0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0935+STABILITY: SURFACE MOTION
 KK0935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0935+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2004
 KK0935
 KK0935  HISTORY     - Date     Condition        Report By
 KK0935  HISTORY     - 1930     MONUMENTED       USGS
 KK0935  HISTORY     - 1951     GOOD             NGS
 KK0935  HISTORY     - 20040426 GOOD             GEOCAC
 KK0935
 KK0935                          STATION DESCRIPTION
 KK0935
 KK0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0935'AT HARTSEL.
 KK0935'AT HARTSEL, 36 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE GRADE
 KK0935'SCHOOL BUILDING, 30 FEET EAST OF THE CENTER LINE OF A NORTH AND
 KK0935'SOUTH GRAVELED ROAD, 4 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE
 KK0935'SCHOOLYARD, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8
 KK0935'FOOT ABOVE THE GROUND.
 KK0935
 KK0935                          STATION RECOVERY (2004)
 KK0935
 KK0935'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 KK0935'FOUND IN GOOD CONDITION.  HANDHELD GPS COORDINATES N39 01 18.6 W105 47
 KK0935'45.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0077 ***********************************************************************
 JM0077  DESIGNATION -  7017
 JM0077  PID         -  JM0077
 JM0077  STATE/COUNTY-  CO/SAN MIGUEL
 JM0077  USGS QUAD   -  NORWOOD (1973)
 JM0077
 JM0077                         *CURRENT SURVEY CONTROL
 JM0077  ___________________________________________________________________
 JM0077* NAD 83(1986)-  38 07 50.     (N)    108 17 20.     (W)     SCALED    
 JM0077* NAVD 88     -      2139.318  (meters)    7018.75   (feet)  ADJUSTED  
 JM0077  ___________________________________________________________________
 JM0077  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 JM0077  DYNAMIC HT  -        2136.661 (meters)    7010.03  (feet)  COMP
 JM0077  MODELED GRAV-     979,311.1   (mgal)                       NAVD 88
 JM0077
 JM0077  VERT ORDER  -  SECOND    CLASS 0
 JM0077
 JM0077.The horizontal coordinates were scaled from a topographic map and have
 JM0077.an estimated accuracy of +/- 6 seconds.
 JM0077
 JM0077.The orthometric height was determined by differential leveling
 JM0077.and adjusted by the National Geodetic Survey in June 1991..
 JM0077
 JM0077.The geoid height was determined by GEOID03.
 JM0077
 JM0077.The dynamic height is computed by dividing the NAVD 88
 JM0077.geopotential number by the normal gravity value computed on the
 JM0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0077.degrees latitude (g = 980.6199 gals.).
 JM0077
 JM0077.The modeled gravity was interpolated from observed gravity values.
 JM0077
 JM0077;                    North         East    Units  Estimated Accuracy
 JM0077;SPC CO S     -   470,920.      669,930.      MT  (+/- 180 meters Scaled)
 JM0077
 JM0077                          SUPERSEDED SURVEY CONTROL
 JM0077
 JM0077  NGVD 29 (??/??/92) 2137.960  (m)         7014.29   (f) ADJ UNCH    2 0
 JM0077
 JM0077.Superseded values are not recommended for survey control.
 JM0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0077.See file dsdata.txt to determine how the superseded data were derived.
 JM0077
 JM0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH376237(NAD 83)
 JM0077_MARKER: DD = SURVEY DISK
 JM0077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JM0077_SP_SET: BUILDING
 JM0077_STAMPING: 7017
 JM0077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JM0077
 JM0077  HISTORY     - Date     Condition        Report By
 JM0077  HISTORY     - UNK      MONUMENTED       USGS
 JM0077  HISTORY     - 1934     GOOD             NGS
 JM0077  HISTORY     - 1964     MARK NOT FOUND   USGS
 JM0077
 JM0077                          STATION DESCRIPTION
 JM0077
 JM0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JM0077'IN NORWOOD.
 JM0077'38 FEET SOUTH OF CENTERLINE OF MAIN STREET, (STATE HWY. 145) 18 FEET
 JM0077'EAST OF CENTERLINE OF FRONT ENTRANCE TO POST OFFICE.  9 FEET SOUTHWEST
 JM0077'OF TELEPHONE POLE NO. 1391.  4 FEET ABOVE LEVEL OF SIDEWALK. .5 FEET
 JM0077'WEST OF NORTHEAST CORNER OF POST OFFICE.  BRONZE TABLET SET VERTICALLY
 JM0077'IN NORTH STONE WALL OF POST OFFICE.
 JM0077
 JM0077                          STATION RECOVERY (1964)
 JM0077
 JM0077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JM0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0192 ***********************************************************************
 HL0192  DESIGNATION -  7020
 HL0192  PID         -  HL0192
 HL0192  STATE/COUNTY-  CO/ARCHULETA
 HL0192  USGS QUAD   -  LONETREE CANYON (1984)
 HL0192
 HL0192                         *CURRENT SURVEY CONTROL
 HL0192  ___________________________________________________________________
 HL0192* NAD 83(1986)-  37 14 19.     (N)    107 08 04.     (W)     SCALED    
 HL0192* NAVD 88     -      2140.899  (meters)    7023.93   (feet)  ADJUSTED  
 HL0192  ___________________________________________________________________
 HL0192  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 HL0192  DYNAMIC HT  -        2138.043 (meters)    7014.56  (feet)  COMP
 HL0192  MODELED GRAV-     979,221.1   (mgal)                       NAVD 88
 HL0192
 HL0192  VERT ORDER  -  SECOND    CLASS 0
 HL0192
 HL0192.The horizontal coordinates were scaled from a topographic map and have
 HL0192.an estimated accuracy of +/- 6 seconds.
 HL0192
 HL0192.The orthometric height was determined by differential leveling
 HL0192.and adjusted by the National Geodetic Survey in June 1991..
 HL0192
 HL0192.The geoid height was determined by GEOID03.
 HL0192
 HL0192.The dynamic height is computed by dividing the NAVD 88
 HL0192.geopotential number by the normal gravity value computed on the
 HL0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0192.degrees latitude (g = 980.6199 gals.).
 HL0192
 HL0192.The modeled gravity was interpolated from observed gravity values.
 HL0192
 HL0192;                    North         East    Units  Estimated Accuracy
 HL0192;SPC CO S     -   369,550.      769,380.      MT  (+/- 180 meters Scaled)
 HL0192
 HL0192                          SUPERSEDED SURVEY CONTROL
 HL0192
 HL0192  NGVD 29 (??/??/92) 2139.523  (m)         7019.42   (f) ADJ UNCH    2 0
 HL0192
 HL0192.Superseded values are not recommended for survey control.
 HL0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0192.See file dsdata.txt to determine how the superseded data were derived.
 HL0192
 HL0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB106234(NAD 83)
 HL0192_MARKER: DD = SURVEY DISK
 HL0192_SETTING: 0 = UNSPECIFIED SETTING
 HL0192_STAMPING: 7020
 HL0192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0192
 HL0192  HISTORY     - Date     Condition        Report By
 HL0192  HISTORY     - UNK      MONUMENTED       USGS
 HL0192  HISTORY     - 1934     GOOD             NGS
 HL0192  HISTORY     - 19970702 MARK NOT FOUND   USPSQD
 HL0192
 HL0192                          STATION DESCRIPTION
 HL0192
 HL0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HL0192'10.1 MI W FROM PAGOSA SPRINGS.
 HL0192'10.1 MILES WEST OF, FROM STATION.  0.3 MILE WEST OF STATION MARKER
 HL0192'NUTRIA.  54.5 FEET NORTH OF MILEPOST 411.  45 FEET NORTH OF CENTERLINE
 HL0192'OF DENVER AND RIO GRANDE WESTERN R.R. TRACK.  7 FEET ABOVE TRACK.
 HL0192
 HL0192                          STATION RECOVERY (1997)
 HL0192
 HL0192'RECOVERY NOTE BY US POWER SQUADRON 1997
 HL0192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0351 ***********************************************************************
 LM0351  DESIGNATION -  7024
 LM0351  PID         -  LM0351
 LM0351  STATE/COUNTY-  CO/ROUTT
 LM0351  USGS QUAD   -  SHIELD MOUNTAIN (1973)
 LM0351
 LM0351                         *CURRENT SURVEY CONTROL
 LM0351  ___________________________________________________________________
 LM0351* NAD 83(1986)-  40 59 23.     (N)    107 02 58.     (W)     SCALED    
 LM0351* NAVD 88     -      2142.529  (meters)    7029.28   (feet)  ADJUSTED  
 LM0351  ___________________________________________________________________
 LM0351  GEOID HEIGHT-         -11.60  (meters)                     GEOID03
 LM0351  DYNAMIC HT  -        2140.521 (meters)    7022.69  (feet)  COMP
 LM0351  MODELED GRAV-     979,610.2   (mgal)                       NAVD 88
 LM0351
 LM0351  VERT ORDER  -  SECOND    CLASS 0
 LM0351
 LM0351.The horizontal coordinates were scaled from a topographic map and have
 LM0351.an estimated accuracy of +/- 6 seconds.
 LM0351
 LM0351.The orthometric height was determined by differential leveling
 LM0351.and adjusted by the National Geodetic Survey in June 1991..
 LM0351
 LM0351.The geoid height was determined by GEOID03.
 LM0351
 LM0351.The dynamic height is computed by dividing the NAVD 88
 LM0351.geopotential number by the normal gravity value computed on the
 LM0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0351.degrees latitude (g = 980.6199 gals.).
 LM0351
 LM0351.The modeled gravity was interpolated from observed gravity values.
 LM0351
 LM0351;                    North         East    Units  Estimated Accuracy
 LM0351;SPC CO N     -   489,860.      784,020.      MT  (+/- 180 meters Scaled)
 LM0351
 LM0351                          SUPERSEDED SURVEY CONTROL
 LM0351
 LM0351  NGVD 29 (??/??/92) 2141.288  (m)         7025.21   (f) ADJ UNCH    2 0
 LM0351
 LM0351.Superseded values are not recommended for survey control.
 LM0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0351.See file dsdata.txt to determine how the superseded data were derived.
 LM0351
 LM0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF276396(NAD 83)
 LM0351_MARKER: P = PIPE CAP
 LM0351_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LM0351_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LM0351_STAMPING: 7024
 LM0351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0351
 LM0351  HISTORY     - Date     Condition        Report By
 LM0351  HISTORY     - UNK      MONUMENTED       USGS
 LM0351  HISTORY     - 1934     GOOD             NGS
 LM0351
 LM0351                          STATION DESCRIPTION
 LM0351
 LM0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LM0351'10.9 MI E FROM COLUMBINE.
 LM0351'10.9 MILES EAST ALONG STATE HIGHWAY 129 FROM BATTLE CREEK, ROUTT
 LM0351'COUNTY, 13.1 MILES NORTH OF COLUMBINE, 100 FEET SOUTHEAST OF THE THREE
 LM0351'FORKS RANCH HOUSE, 50 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND
 LM0351'1 FOOT WEST OF THE UNITED STATES FOREST SERVICE FIRE TOOL BOX. A
 LM0351'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 7024 AND RIVETED
 LM0351'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0059 ***********************************************************************
 HM0059  DESIGNATION -  7035
 HM0059  PID         -  HM0059
 HM0059  STATE/COUNTY-  CO/MONTEZUMA
 HM0059  USGS QUAD   -  MANCOS (1973)
 HM0059
 HM0059                         *CURRENT SURVEY CONTROL
 HM0059  ___________________________________________________________________
 HM0059* NAD 83(1986)-  37 20 41.     (N)    108 17 20.     (W)     SCALED    
 HM0059* NAVD 88     -      2144.341  (meters)    7035.23   (feet)  POSTED    
 HM0059  ___________________________________________________________________
 HM0059  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 HM0059  DYNAMIC HT  -        2141.580 (meters)    7026.17  (feet)  COMP
 HM0059  MODELED GRAV-     979,268.0   (mgal)                       NAVD 88
 HM0059
 HM0059  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HM0059
 HM0059.The horizontal coordinates were scaled from a topographic map and have
 HM0059.an estimated accuracy of +/- 6 seconds.
 HM0059
 HM0059.The orthometric height was determined by differential leveling
 HM0059.and adjusted by the National Geodetic Survey in 1992..
 HM0059.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HM0059.rate of 0.0 thru 1.0 mm/km.
 HM0059
 HM0059.The geoid height was determined by GEOID03.
 HM0059
 HM0059.The dynamic height is computed by dividing the NAVD 88
 HM0059.geopotential number by the normal gravity value computed on the
 HM0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0059.degrees latitude (g = 980.6199 gals.).
 HM0059
 HM0059.The modeled gravity was interpolated from observed gravity values.
 HM0059
 HM0059;                    North         East    Units  Estimated Accuracy
 HM0059;SPC CO S     -   383,740.      667,330.      MT  (+/- 180 meters Scaled)
 HM0059
 HM0059                          SUPERSEDED SURVEY CONTROL
 HM0059
 HM0059  NGVD 29 (??/??/92) 2143.109  (m)         7031.18   (f) ADJ UNCH    1 2
 HM0059
 HM0059.Superseded values are not recommended for survey control.
 HM0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0059.See file dsdata.txt to determine how the superseded data were derived.
 HM0059
 HM0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG401365(NAD 83)
 HM0059_MARKER: DD = SURVEY DISK
 HM0059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HM0059_SP_SET: BUILDING
 HM0059_STAMPING: 7035
 HM0059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0059
 HM0059  HISTORY     - Date     Condition        Report By
 HM0059  HISTORY     - UNK      MONUMENTED       USGS
 HM0059  HISTORY     - 1934     GOOD             NGS
 HM0059  HISTORY     - 1984     MARK NOT FOUND   NGS
 HM0059
 HM0059                          STATION DESCRIPTION
 HM0059
 HM0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HM0059'IN MANCOS.
 HM0059'SET IN SOUTHWEST CORNER OF BANK BUILDING 3 FT. ABOVE SIDEWALK LEVEL 36
 HM0059'FT. EAST OF CENTER LINE OF U.S. HWY. NO. 160.
 HM0059
 HM0059                          STATION RECOVERY (1984)
 HM0059
 HM0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HM0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0314 ***********************************************************************
 JL0314  DESIGNATION -  7094.851
 JL0314  PID         -  JL0314
 JL0314  STATE/COUNTY-  CO/GUNNISON
 JL0314  USGS QUAD   -  CURECANTI NEEDLE (1982)
 JL0314
 JL0314                         *CURRENT SURVEY CONTROL
 JL0314  ___________________________________________________________________
 JL0314* NAD 83(1986)-  38 27 12.     (N)    107 24 23.     (W)     SCALED    
 JL0314* NAVD 88     -      2163.528  (meters)    7098.17   (feet)  ADJUSTED  
 JL0314  ___________________________________________________________________
 JL0314  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 JL0314  DYNAMIC HT  -        2160.813 (meters)    7089.27  (feet)  COMP
 JL0314  MODELED GRAV-     979,297.7   (mgal)                       NAVD 88
 JL0314
 JL0314  VERT ORDER  -  FIRST     CLASS II
 JL0314
 JL0314.The horizontal coordinates were scaled from a topographic map and have
 JL0314.an estimated accuracy of +/- 6 seconds.
 JL0314
 JL0314.The orthometric height was determined by differential leveling
 JL0314.and adjusted by the National Geodetic Survey in June 1991..
 JL0314
 JL0314.The geoid height was determined by GEOID03.
 JL0314
 JL0314.The dynamic height is computed by dividing the NAVD 88
 JL0314.geopotential number by the normal gravity value computed on the
 JL0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0314.degrees latitude (g = 980.6199 gals.).
 JL0314
 JL0314.The modeled gravity was interpolated from observed gravity values.
 JL0314
 JL0314;                    North         East    Units  Estimated Accuracy
 JL0314;SPC CO C     -   375,370.      748,010.      MT  (+/- 180 meters Scaled)
 JL0314
 JL0314                          SUPERSEDED SURVEY CONTROL
 JL0314
 JL0314  NGVD 29 (??/??/92) 2161.963  (m)         7093.04   (f) ADJ UNCH    1 2
 JL0314
 JL0314.Superseded values are not recommended for survey control.
 JL0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0314.See file dsdata.txt to determine how the superseded data were derived.
 JL0314
 JL0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC900588(NAD 83)
 JL0314_MARKER: DD = SURVEY DISK
 JL0314_SETTING: 66 = SET IN ROCK OUTCROP
 JL0314_SP_SET: GRANITE ROCK
 JL0314_STAMPING: 7093.040
 JL0314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0314+STABILITY: POSITION/ELEVATION WELL
 JL0314
 JL0314  HISTORY     - Date     Condition        Report By
 JL0314  HISTORY     - UNK      MONUMENTED       USGS
 JL0314  HISTORY     - 1926     GOOD             NGS
 JL0314
 JL0314                          STATION DESCRIPTION
 JL0314
 JL0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1926
 JL0314'6.0 MI W FROM SAPINERO.
 JL0314'6.0 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JL0314'THE STATION AT SAPINERO, GUNNISON COUNTY, 5 FEET NORTH OF MILEPOST
 JL0314'D-320, 2 FEET LOWER THAN THE TRACK, AND IN THE TOP OF A SMALL GRANITE
 JL0314'ROCK LYING ON THE SURFACE OF THE GROUND.  A UNITED STATES GEOLOGICAL
 JL0314'SURVEY STANDARD DISK, STAMPED 7093.040.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1808 ***********************************************************************
 KK1808  DESIGNATION -  71
 KK1808  PID         -  KK1808
 KK1808  STATE/COUNTY-  CO/JEFFERSON
 KK1808  USGS QUAD   -  FORT LOGAN (1994)
 KK1808
 KK1808                         *CURRENT SURVEY CONTROL
 KK1808  ___________________________________________________________________
 KK1808* NAD 83(1992)-  39 40 13.37021(N)    105 03 42.20573(W)     ADJUSTED  
 KK1808* NAVD 88     -      1686.5    (meters)    5533.     (feet)  VERTCON   
 KK1808  ___________________________________________________________________
 KK1808  LAPLACE CORR-         -12.13  (seconds)                    DEFLEC99
 KK1808  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 KK1808
 KK1808  HORZ ORDER  -  SECOND
 KK1808
 KK1808.The horizontal coordinates were established by classical geodetic methods
 KK1808.and adjusted by the National Geodetic Survey in January 1993..
 KK1808
 KK1808.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1808
 KK1808.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1808
 KK1808.The geoid height was determined by GEOID03.
 KK1808
 KK1808;                    North         East     Units Scale Factor Converg.
 KK1808;SPC CO C     -   508,822.708   952,006.553   MT  0.99998522   +0 16 35.1
 KK1808;SPC CO C     - 1,669,362.50  3,123,374.83   sFT  0.99998522   +0 16 35.1
 KK1808;UTM  13      - 4,391,175.554   494,706.028   MT  0.99960035   -0 02 21.8
 KK1808
 KK1808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1808!SPC CO C     -   0.99973809  x   0.99998522  =   0.99972331
 KK1808!UTM  13      -   0.99973809  x   0.99960035  =   0.99933854
 KK1808
 KK1808|---------------------------------------------------------------------|
 KK1808| PID    Reference Object                     Distance      Geod. Az  |
 KK1808|                                                           dddmmss.s |
 KK1808| CP7170 71 RM 2                              10.664 METERS 08654     |
 KK1808| CP7168 71 AZ MK                                           1925210.7 |
 KK1808| CP7169 71 RM 1                              16.126 METERS 35320     |
 KK1808|---------------------------------------------------------------------|
 KK1808
 KK1808                          SUPERSEDED SURVEY CONTROL
 KK1808
 KK1808  NAD 83(1986)-  39 40 13.36720(N)    105 03 42.20438(W) AD(       ) 2
 KK1808  NAD 27      -  39 40 13.41129(N)    105 03 40.26020(W) AD(       ) 2
 KK1808  NGVD 29 (07/19/86) 1685.6    (m)         5530.     (f) VERT ANG       
 KK1808
 KK1808.Superseded values are not recommended for survey control.
 KK1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1808.See file dsdata.txt to determine how the superseded data were derived.
 KK1808
 KK1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9470691176(NAD 83)
 KK1808_MARKER: DD = SURVEY DISK
 KK1808_SETTING: 0 = UNSPECIFIED SETTING
 KK1808
 KK1808  HISTORY     - Date     Condition        Report By
 KK1808  HISTORY     - 1977     MONUMENTED       CO-059
 KK1808
 KK1808                          STATION DESCRIPTION
 KK1808
 KK1808'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1808'THE STATION IS LOCATED 1/3 MILE WEST OF SOUTH SHERIDAN
 KK1808'BOULEVARD AND 1/8 MILE NORTH OF WEST YALE AVENUE, BOTH WHICH
 KK1808'ARE DENVER CITY BOUNDARIES.  THE STATION IS OUTSIDE THE CITY,
 KK1808'IN THE SOUTHEAST 1/4 OF SECTION 25, T 4 S, R 69 W.
 KK1808'
 KK1808'TO REACH THIS STATION FROM THE INTERSECTION OF WEST JEWELL
 KK1808'AVENUE AND SOUTH SHERIDAN BOULEVARD ON DENVERS WEST CITY LIMIT,
 KK1808'GO SOUTH ON SHERIDAN BOULEVARD 0.8 MILE TO LAKERIDGE STREET.
 KK1808'TURN RIGHT
 KK1808'AND GO WEST 0.5 MILE TO SOUTH HARLAN STREET.  TURN LEFT AND GO
 KK1808'SOUTH 1 BLOCK TO WEST HARVARD STREET.
 KK1808'
 KK1808'TO REACH THE AZIMUTH MARK FROM WEST JEWELL AVENUE AND SOUTH
 KK1808'SHERIDAN BOULEVARD, GO SOUTH ON SHERIDAN 1.0 MILE TO WEST YALE
 KK1808'AVENUE.  TURN RIGHT AND GO WEST 0.4 MILE TO SOUTH HARLAN
 KK1808'STREET.
 KK1808'
 KK1808'THE STATION MARK, STAMPED---71 JCMD 1977---, IS A 3-INCH BRONZE
 KK1808'DISK CEMENTED IN A DRILL HOLE IN THE CURB, 17 FEET WEST OF THE
 KK1808'CENTER OF HARLAN STREET, 113 FEET SOUTH OF THE CENTER OF
 KK1808'HARLAND AVENUE AND 49-1/2 FEET EAST-SOUTHEAST OF THE SOUTHEAST
 KK1808'CORNER OF A 3 CAR ATTACHED GARAGE.
 KK1808'
 KK1808'REFERENCE MARK 1, STAMPED---71 JCMD RM 1 1977---, IS A 3-INCH
 KK1808'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE SIDEWALK, 17 FEET
 KK1808'WEST OF THE CENTER OF HARLAN STREET AND 60 FEET SOUTH OF THE
 KK1808'CENTER OF HARLAN STREET, AND 60 FEET NORTHWEST OF THE SOUTHWEST
 KK1808'CORNER OF THE 3 CAR ATTACHED GARAGE.
 KK1808'
 KK1808'REFERENCE MARK 2, STAMPED---71 JCMD RM 2 1977---, IS A 3-INCH
 KK1808'BRONZE DISK CEMENTED IN A DRILL HOLE ON THE CURB 17-1/2 FEET
 KK1808'EAST OF THE CENTER OF HARLAN STREET, 114 FEET SOUTH OF THE
 KK1808'CENTER OF HARLAN STREET, 60 FEET SOUTH OF THE CENTER OF HARVARD
 KK1808'STREET AND 60 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE 3
 KK1808'CAR ATTACHED GARAGE.
 KK1808'
 KK1808'THE AZIMUTH MARK, STAMPED---71 JCMD AZM 1977---, IS A 3-INCH
 KK1808'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE CURB IN FRONT OF A
 KK1808'HOUSE AT 6100 WEST YALE AVENUE, 21-1/2 FEET SOUTH OF THE CENTER
 KK1808'OF YALE AVENUE, AND 4-1/2 FEET NORTHEAST OF A TELEPHONE POLE AND
 KK1808'26 FEET NORTHWEST OF A WATER METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0937 ***********************************************************************
 KK0937  DESIGNATION -  71 G
 KK0937  PID         -  KK0937
 KK0937  STATE/COUNTY-  CO/PARK
 KK0937  USGS QUAD   -  HARTSEL (1956)
 KK0937
 KK0937                         *CURRENT SURVEY CONTROL
 KK0937  ___________________________________________________________________
 KK0937* NAD 83(1986)-  39 01 29.     (N)    105 48 41.     (W)     SCALED    
 KK0937* NAVD 88     -      2711.624  (meters)    8896.39   (feet)  ADJUSTED  
 KK0937  ___________________________________________________________________
 KK0937  GEOID HEIGHT-         -13.73  (meters)                     GEOID03
 KK0937  DYNAMIC HT  -        2708.238 (meters)    8885.28  (feet)  COMP
 KK0937  MODELED GRAV-     979,280.7   (mgal)                       NAVD 88
 KK0937
 KK0937  VERT ORDER  -  SECOND    CLASS 0
 KK0937
 KK0937.The horizontal coordinates were scaled from a topographic map and have
 KK0937.an estimated accuracy of +/- 6 seconds.
 KK0937
 KK0937.The orthometric height was determined by differential leveling
 KK0937.and adjusted by the National Geodetic Survey in June 1991..
 KK0937
 KK0937.The geoid height was determined by GEOID03.
 KK0937
 KK0937.The dynamic height is computed by dividing the NAVD 88
 KK0937.geopotential number by the normal gravity value computed on the
 KK0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0937.degrees latitude (g = 980.6199 gals.).
 KK0937
 KK0937.The modeled gravity was interpolated from observed gravity values.
 KK0937
 KK0937;                    North         East    Units  Estimated Accuracy
 KK0937;SPC CO C     -   437,100.      887,440.      MT  (+/- 180 meters Scaled)
 KK0937
 KK0937                          SUPERSEDED SURVEY CONTROL
 KK0937
 KK0937  NGVD 29 (??/??/92) 2710.096  (m)         8891.37   (f) ADJ UNCH    2 0
 KK0937
 KK0937.Superseded values are not recommended for survey control.
 KK0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0937.See file dsdata.txt to determine how the superseded data were derived.
 KK0937
 KK0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD297198(NAD 83)
 KK0937_MARKER: DD = SURVEY DISK
 KK0937_SETTING: 80 = SET IN A BOULDER
 KK0937_STAMPING: 71 G 1930
 KK0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0937+STABILITY: SURFACE MOTION
 KK0937
 KK0937  HISTORY     - Date     Condition        Report By
 KK0937  HISTORY     - 1930     MONUMENTED       USGS
 KK0937  HISTORY     - 1951     GOOD             NGS
 KK0937
 KK0937                          STATION DESCRIPTION
 KK0937
 KK0937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0937'1 MI SW FROM HARTSEL.
 KK0937'1.0 MILE SOUTHWEST ALONG U.S. HIGHWAY 24 FROM ITS JUNCTION WITH
 KK0937'STATE HIGHWAY 9 AT HARTSEL, 0.1 MILE NORTH OF U.S HIGHWAY 24,
 KK0937'ALONG THE OLD HIGHWAY, 21 FEET NORTH OF THE CENTER LINE OF THE
 KK0937'OLD HIGHWAY, 5 FEET ABOVE THE LEVEL OF THE OLD HIGHWAY, 4 FEET
 KK0937'ABOVE THE GROUND, SET IN THE TOP OF THE CENTER OF A 6X30 FOOT
 KK0937'GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0186 ***********************************************************************
 HL0186  DESIGNATION -  7106
 HL0186  PID         -  HL0186
 HL0186  STATE/COUNTY-  CO/ARCHULETA
 HL0186  USGS QUAD   -  PAGOSA SPRINGS (1964)
 HL0186
 HL0186                         *CURRENT SURVEY CONTROL
 HL0186  ___________________________________________________________________
 HL0186* NAD 83(1986)-  37 15 58.     (N)    107 00 55.     (W)     SCALED    
 HL0186* NAVD 88     -      2166.289  (meters)    7107.23   (feet)  ADJUSTED  
 HL0186  ___________________________________________________________________
 HL0186  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 HL0186  DYNAMIC HT  -        2163.413 (meters)    7097.80  (feet)  COMP
 HL0186  MODELED GRAV-     979,225.9   (mgal)                       NAVD 88
 HL0186
 HL0186  VERT ORDER  -  SECOND    CLASS 0
 HL0186
 HL0186.The horizontal coordinates were scaled from a topographic map and have
 HL0186.an estimated accuracy of +/- 6 seconds.
 HL0186
 HL0186.The orthometric height was determined by differential leveling
 HL0186.and adjusted by the National Geodetic Survey in June 1991..
 HL0186
 HL0186.The geoid height was determined by GEOID03.
 HL0186
 HL0186.The dynamic height is computed by dividing the NAVD 88
 HL0186.geopotential number by the normal gravity value computed on the
 HL0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0186.degrees latitude (g = 980.6199 gals.).
 HL0186
 HL0186.The modeled gravity was interpolated from observed gravity values.
 HL0186
 HL0186;                    North         East    Units  Estimated Accuracy
 HL0186;SPC CO S     -   372,420.      780,000.      MT  (+/- 180 meters Scaled)
 HL0186
 HL0186                          SUPERSEDED SURVEY CONTROL
 HL0186
 HL0186  NGVD 29 (??/??/92) 2164.911  (m)         7102.71   (f) ADJ UNCH    2 0
 HL0186
 HL0186.Superseded values are not recommended for survey control.
 HL0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0186.See file dsdata.txt to determine how the superseded data were derived.
 HL0186
 HL0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB213262(NAD 83)
 HL0186_MARKER: DB = BENCH MARK DISK
 HL0186_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HL0186_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HL0186_STAMPING: 7106
 HL0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0186
 HL0186  HISTORY     - Date     Condition        Report By
 HL0186  HISTORY     - UNK      MONUMENTED       CGS
 HL0186  HISTORY     - 1934     GOOD             NGS
 HL0186  HISTORY     - 19970702 MARK NOT FOUND   USPSQD
 HL0186
 HL0186                          STATION DESCRIPTION
 HL0186
 HL0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HL0186'IN PAGOSA SPIRNGS.
 HL0186'SET AT THE STATION OF DENVER RIO GRANDE AND WESTERN R.R.  28.3 FT.
 HL0186'SOUTHWEST OF SOUTHEAST CORNER OF RAILROAD STATION.  23.3 FT. WEST OF
 HL0186'TELEPHONE POLE.  17.7 FT. EAST OF CENTERLINE OF MAIN TRACK OF DENVER
 HL0186'RIO GRANDE AND WESTERN RY.  14.8 FEET SOUTH OF SOUTHWEST CORNER OF
 HL0186'STATION.  STANDARD IRON POST WITH BRONZE TABLET SEALED IN TOP.
 HL0186
 HL0186                          STATION RECOVERY (1997)
 HL0186
 HL0186'RECOVERY NOTE BY US POWER SQUADRON 1997
 HL0186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0783 ***********************************************************************
 KK0783  DESIGNATION -  7149.00
 KK0783  PID         -  KK0783
 KK0783  STATE/COUNTY-  CO/JEFFERSON
 KK0783  USGS QUAD   -  PINE (1994)
 KK0783
 KK0783                         *CURRENT SURVEY CONTROL
 KK0783  ___________________________________________________________________
 KK0783* NAD 83(1986)-  39 22 39.     (N)    105 15 12.     (W)     SCALED    
 KK0783* NAVD 88     -      2179.802  (meters)    7151.57   (feet)  ADJUSTED  
 KK0783  ___________________________________________________________________
 KK0783  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 KK0783  DYNAMIC HT  -        2177.471 (meters)    7143.92  (feet)  COMP
 KK0783  MODELED GRAV-     979,479.0   (mgal)                       NAVD 88
 KK0783
 KK0783  VERT ORDER  -  FIRST     CLASS II
 KK0783
 KK0783.The horizontal coordinates were scaled from a topographic map and have
 KK0783.an estimated accuracy of +/- 6 seconds.
 KK0783
 KK0783.The orthometric height was determined by differential leveling
 KK0783.and adjusted by the National Geodetic Survey in June 1991..
 KK0783
 KK0783.The geoid height was determined by GEOID03.
 KK0783
 KK0783.The dynamic height is computed by dividing the NAVD 88
 KK0783.geopotential number by the normal gravity value computed on the
 KK0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0783.degrees latitude (g = 980.6199 gals.).
 KK0783
 KK0783.The modeled gravity was interpolated from observed gravity values.
 KK0783
 KK0783;                    North         East    Units  Estimated Accuracy
 KK0783;SPC CO C     -   476,250.      935,660.      MT  (+/- 180 meters Scaled)
 KK0783
 KK0783                          SUPERSEDED SURVEY CONTROL
 KK0783
 KK0783  NGVD 29 (??/??/92) 2178.663  (m)         7147.83   (f) ADJ UNCH    1 2
 KK0783
 KK0783.Superseded values are not recommended for survey control.
 KK0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0783.See file dsdata.txt to determine how the superseded data were derived.
 KK0783
 KK0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD781587(NAD 83)
 KK0783_MARKER: DD = SURVEY DISK
 KK0783_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0783_SP_SET: CULVERT
 KK0783_STAMPING: 7149.00 19
 KK0783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0783
 KK0783  HISTORY     - Date     Condition        Report By
 KK0783  HISTORY     - UNK      MONUMENTED       BPR
 KK0783  HISTORY     - 1951     GOOD             NGS
 KK0783  HISTORY     - 1955     GOOD             NGS
 KK0783
 KK0783                          STATION DESCRIPTION
 KK0783
 KK0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0783'1.7 MI SE FROM BUFFALO CREEK.
 KK0783'0.1 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 KK0783'BUFFALO CREEK, THENCE 1.6 MILES SOUTHEAST ALONG STATE HIGHWAY
 KK0783'126, SET IN THE TOP OF THE CENTER OF THE NORTHEAST HEADWALL OF
 KK0783'A 12 FOOT CONCRETE CULVERT.
 KK0783
 KK0783                          STATION RECOVERY (1955)
 KK0783
 KK0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0312 ***********************************************************************
 JL0312  DESIGNATION -  7170.550
 JL0312  PID         -  JL0312
 JL0312  STATE/COUNTY-  CO/GUNNISON
 JL0312  USGS QUAD   -  SAPINERO (1982)
 JL0312
 JL0312                         *CURRENT SURVEY CONTROL
 JL0312  ___________________________________________________________________
 JL0312* NAD 83(1986)-  38 27 11.     (N)    107 21 18.     (W)     SCALED    
 JL0312* NAVD 88     -      2186.543  (meters)    7173.68   (feet)  ADJUSTED  
 JL0312  ___________________________________________________________________
 JL0312  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 JL0312  DYNAMIC HT  -        2183.822 (meters)    7164.76  (feet)  COMP
 JL0312  MODELED GRAV-     979,306.5   (mgal)                       NAVD 88
 JL0312
 JL0312  VERT ORDER  -  FIRST     CLASS II
 JL0312
 JL0312.The horizontal coordinates were scaled from a topographic map and have
 JL0312.an estimated accuracy of +/- 6 seconds.
 JL0312
 JL0312.The orthometric height was determined by differential leveling
 JL0312.and adjusted by the National Geodetic Survey in June 1991..
 JL0312
 JL0312.The geoid height was determined by GEOID03.
 JL0312
 JL0312.The dynamic height is computed by dividing the NAVD 88
 JL0312.geopotential number by the normal gravity value computed on the
 JL0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0312.degrees latitude (g = 980.6199 gals.).
 JL0312
 JL0312.The modeled gravity was interpolated from observed gravity values.
 JL0312
 JL0312;                    North         East    Units  Estimated Accuracy
 JL0312;SPC CO C     -   375,250.      752,490.      MT  (+/- 180 meters Scaled)
 JL0312
 JL0312                          SUPERSEDED SURVEY CONTROL
 JL0312
 JL0312  NGVD 29 (??/??/92) 2185.000  (m)         7168.62   (f) ADJ UNCH    1 2
 JL0312
 JL0312.Superseded values are not recommended for survey control.
 JL0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0312.See file dsdata.txt to determine how the superseded data were derived.
 JL0312
 JL0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC945587(NAD 83)
 JL0312_MARKER: DD = SURVEY DISK
 JL0312_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JL0312_SP_SET: UNSPEC ROCK
 JL0312_STAMPING: 7168.621
 JL0312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0312
 JL0312  HISTORY     - Date     Condition        Report By
 JL0312  HISTORY     - UNK      MONUMENTED       USGS
 JL0312  HISTORY     - 1926     GOOD             NGS
 JL0312
 JL0312                          STATION DESCRIPTION
 JL0312
 JL0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1926
 JL0312'3.0 MI W FROM SAPINERO.
 JL0312'3.0 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JL0312'THE STATION AT SAPINERO, GUNNISON COUNTY, 45 FEET EAST OF MILEPOST
 JL0312'D-317, 15 FEET NORTH OF THE TRACK, 2 FEET HIGHER THAN THE TRACK, AND
 JL0312'IN ROCK PROJECTING ABOUT 2 FEET ABOVE GROUND.  A UNITED STATES
 JL0312'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 7168.621.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1853 ***********************************************************************
 KK1853  DESIGNATION -  72
 KK1853  PID         -  KK1853
 KK1853  STATE/COUNTY-  CO/JEFFERSON
 KK1853  USGS QUAD   -  MORRISON (1994)
 KK1853
 KK1853                         *CURRENT SURVEY CONTROL
 KK1853  ___________________________________________________________________
 KK1853* NAD 83(1992)-  39 37 49.74613(N)    105 13 23.66730(W)     ADJUSTED  
 KK1853* NAVD 88     -      2374.6    (meters)    7791.     (feet)  VERTCON   
 KK1853  ___________________________________________________________________
 KK1853  LAPLACE CORR-         -20.35  (seconds)                    DEFLEC99
 KK1853  GEOID HEIGHT-         -15.16  (meters)                     GEOID03
 KK1853
 KK1853  HORZ ORDER  -  SECOND
 KK1853
 KK1853.The horizontal coordinates were established by classical geodetic methods
 KK1853.and adjusted by the National Geodetic Survey in January 1993..
 KK1853
 KK1853.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1853
 KK1853.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1853
 KK1853.The geoid height was determined by GEOID03.
 KK1853
 KK1853;                    North         East     Units Scale Factor Converg.
 KK1853;SPC CO C     -   504,338.747   938,161.704   MT  0.99997854   +0 10 28.4
 KK1853;SPC CO C     - 1,654,651.37  3,077,952.19   sFT  0.99997854   +0 10 28.4
 KK1853;UTM  13      - 4,386,769.788   480,841.897   MT  0.99960452   -0 08 32.6
 KK1853
 KK1853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1853!SPC CO C     -   0.99962997  x   0.99997854  =   0.99960852
 KK1853!UTM  13      -   0.99962997  x   0.99960452  =   0.99923464
 KK1853
 KK1853:                Primary Azimuth Mark                     Grid Az
 KK1853:SPC CO C     -  MORRISON                                 003 49 11.3
 KK1853:UTM  13      -  MORRISON                                 004 08 12.3
 KK1853
 KK1853|---------------------------------------------------------------------|
 KK1853| PID    Reference Object                     Distance      Geod. Az  |
 KK1853|                                                           dddmmss.s |
 KK1853| KK1844 MORRISON                            APPROX. 4.3 KM 0035939.7 |
 KK1853| CP7172 72 RM 2                               8.577 METERS 08013     |
 KK1853| CP7171 72 RM 1                               9.777 METERS 34822     |
 KK1853|---------------------------------------------------------------------|
 KK1853
 KK1853                          SUPERSEDED SURVEY CONTROL
 KK1853
 KK1853  NAD 83(1986)-  39 37 49.74238(N)    105 13 23.66663(W) AD(       ) 2
 KK1853  NAD 27      -  39 37 49.78226(N)    105 13 21.70718(W) AD(       ) 2
 KK1853  NGVD 29 (07/19/86) 2373.6    (m)         7787.     (f) VERT ANG       
 KK1853
 KK1853.Superseded values are not recommended for survey control.
 KK1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1853.See file dsdata.txt to determine how the superseded data were derived.
 KK1853
 KK1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8084286770(NAD 83)
 KK1853_MARKER: DD = SURVEY DISK
 KK1853_SETTING: 66 = SET IN ROCK OUTCROP
 KK1853
 KK1853  HISTORY     - Date     Condition        Report By
 KK1853  HISTORY     - 1977     MONUMENTED       CO-059
 KK1853
 KK1853                          STATION DESCRIPTION
 KK1853
 KK1853'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1853'THE STATION IS LOCATED 1-3/4 MILES EAST OF INDIAN HILLS, 2
 KK1853'MILES SOUTHWEST OF MORRISON AND ABOUT 200 FEET WEST OF THE
 KK1853'EAST 1/4 CORNER OF SECTION 9, T 5 S, R 70 W.
 KK1853'
 KK1853'TO REACH THE STATION FROM INDIAN HILLS, AT THE INTERSECTION OF
 KK1853'PARMALEE GULCH ROAD AND PICUTIS ROAD, GO NORTHEAST ON PICUTIS
 KK1853'ROAD AND FOLLOW THE SIGNS 1.9 MILES TO THE PARKING AREA OF
 KK1853'FALCON PARK.  BEGIN THE 40 MINUTE PACK TO THE HIGHEST POINT OF
 KK1853'THE HILL 1/2 MILE EAST-NORTHEAST OF MOUNT FALCON.  MOUNT FALCON
 KK1853'HAS A COVERED PAVILION ON ITS HIGHEST POINT.
 KK1853'
 KK1853'THE STATION MARK, STAMPED---72 JCMD 1977---, IS A 3-INCH BRONZE
 KK1853'DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP, AT THE
 KK1853'HIGHEST POINT.
 KK1853'
 KK1853'REFERENCE MARK 1, STAMPED---72 JCMD RM 1 1977---, IS A 3-INCH
 KK1853'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP
 KK1853'33 FEET NORTH OF THE HIGHEST POINT.
 KK1853'
 KK1853'REFERENCE MARK 2, STAMPED---72 JCMD RM 2 1977---, IS A 3-INCH
 KK1853'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP
 KK1853'28 FEET EAST OF THE HIGHEST POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0727 ***********************************************************************
 KK0727  DESIGNATION -  7236
 KK0727  PID         -  KK0727
 KK0727  STATE/COUNTY-  CO/JEFFERSON
 KK0727  USGS QUAD   -  BAILEY (1987)
 KK0727
 KK0727                         *CURRENT SURVEY CONTROL
 KK0727  ___________________________________________________________________
 KK0727* NAD 83(1986)-  39 23 45.     (N)    105 24 18.     (W)     SCALED    
 KK0727* NAVD 88     -      2206.358  (meters)    7238.69   (feet)  ADJUSTED  
 KK0727  ___________________________________________________________________
 KK0727  GEOID HEIGHT-         -13.66  (meters)                     GEOID03
 KK0727  DYNAMIC HT  -        2203.908 (meters)    7230.65  (feet)  COMP
 KK0727  MODELED GRAV-     979,437.5   (mgal)                       NAVD 88
 KK0727
 KK0727  VERT ORDER  -  FIRST     CLASS II
 KK0727
 KK0727.The horizontal coordinates were scaled from a topographic map and have
 KK0727.an estimated accuracy of +/- 6 seconds.
 KK0727
 KK0727.The orthometric height was determined by differential leveling
 KK0727.and adjusted by the National Geodetic Survey in June 1991..
 KK0727
 KK0727.The geoid height was determined by GEOID03.
 KK0727
 KK0727.The dynamic height is computed by dividing the NAVD 88
 KK0727.geopotential number by the normal gravity value computed on the
 KK0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0727.degrees latitude (g = 980.6199 gals.).
 KK0727
 KK0727.The modeled gravity was interpolated from observed gravity values.
 KK0727
 KK0727;                    North         East    Units  Estimated Accuracy
 KK0727;SPC CO C     -   478,260.      922,590.      MT  (+/- 180 meters Scaled)
 KK0727
 KK0727                          SUPERSEDED SURVEY CONTROL
 KK0727
 KK0727  NGVD 29 (??/??/92) 2205.114  (m)         7234.61   (f) ADJ UNCH    1 2
 KK0727
 KK0727.Superseded values are not recommended for survey control.
 KK0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0727.See file dsdata.txt to determine how the superseded data were derived.
 KK0727
 KK0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD651607(NAD 83)
 KK0727_MARKER: DD = SURVEY DISK
 KK0727_SETTING: 66 = SET IN ROCK OUTCROP
 KK0727_SP_SET: OUTCROP
 KK0727_STAMPING: 7236
 KK0727_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0727+STABILITY: POSITION/ELEVATION WELL
 KK0727
 KK0727  HISTORY     - Date     Condition        Report By
 KK0727  HISTORY     - UNK      MONUMENTED       USGS
 KK0727  HISTORY     - 1951     GOOD             NGS
 KK0727  HISTORY     - 1955     GOOD             NGS
 KK0727
 KK0727                          STATION DESCRIPTION
 KK0727
 KK0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0727'6 MI E FROM BAILEY.
 KK0727'0.55 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 KK0727'BAILEY, THENCE 5.5 MILES EAST ALONG THE ABANDONED COLORADO AND
 KK0727'SOUTHERN RAILROAD GRADE, 142 FEET NORTHWEST OF A LONE 14 INCH
 KK0727'PINE TREE, 19 FEET SOUTHWEST OF THE CENTER LINE OF THE OLD RAILROAD
 KK0727'GRADE, 1 FOOT ABOVE THE GROUND, SET IN THE TOP OF A GRANITE
 KK0727'OUTCROP, 0.7 MILE SOUTHWEST OF BENCH MARK M 11-A (U.S.B.R.).
 KK0727
 KK0727                          STATION RECOVERY (1955)
 KK0727
 KK0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0361 ***********************************************************************
 JL0361  DESIGNATION -  7237
 JL0361  PID         -  JL0361
 JL0361  STATE/COUNTY-  CO/OURAY
 JL0361  USGS QUAD   -  OURAY (1983)
 JL0361
 JL0361                         *CURRENT SURVEY CONTROL
 JL0361  ___________________________________________________________________
 JL0361* NAD 83(1986)-  38 05 11.     (N)    107 42 16.     (W)     SCALED    
 JL0361* NAVD 88     -      2205.664  (meters)    7236.42   (feet)  POSTED    
 JL0361  ___________________________________________________________________
 JL0361  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 JL0361  DYNAMIC HT  -        2202.800 (meters)    7227.02  (feet)  COMP
 JL0361  MODELED GRAV-     979,252.6   (mgal)                       NAVD 88
 JL0361
 JL0361  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JL0361
 JL0361.The horizontal coordinates were scaled from a topographic map and have
 JL0361.an estimated accuracy of +/- 6 seconds.
 JL0361
 JL0361.The orthometric height was determined by differential leveling
 JL0361.and adjusted by the National Geodetic Survey in 1992..
 JL0361.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JL0361.rate of 2.1 thru 3.0 mm/km.
 JL0361
 JL0361.The geoid height was determined by GEOID03.
 JL0361
 JL0361.The dynamic height is computed by dividing the NAVD 88
 JL0361.geopotential number by the normal gravity value computed on the
 JL0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0361.degrees latitude (g = 980.6199 gals.).
 JL0361
 JL0361.The modeled gravity was interpolated from observed gravity values.
 JL0361
 JL0361;                    North         East    Units  Estimated Accuracy
 JL0361;SPC CO S     -   464,650.      721,030.      MT  (+/- 180 meters Scaled)
 JL0361
 JL0361                          SUPERSEDED SURVEY CONTROL
 JL0361
 JL0361  NGVD 29 (??/??/??) 2204.17   (m)         7231.5    (f) RESET       3  
 JL0361
 JL0361.Superseded values are not recommended for survey control.
 JL0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0361.See file dsdata.txt to determine how the superseded data were derived.
 JL0361
 JL0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC628188(NAD 83)
 JL0361_MARKER: P = PIPE CAP
 JL0361_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JL0361_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JL0361_STAMPING: 7231.521 OURAY
 JL0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JL0361
 JL0361  HISTORY     - Date     Condition        Report By
 JL0361  HISTORY     - UNK      MONUMENTED       USGS
 JL0361  HISTORY     - 1928     GOOD             NGS
 JL0361  HISTORY     - 1985     MARK NOT FOUND   NGS
 JL0361
 JL0361                          STATION DESCRIPTION
 JL0361
 JL0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 JL0361'4.5 MI NW FROM OURAY.
 JL0361'ABOUT 4.5 MILES NORTHWEST ALONG U.S. HIGHWAY 550 FROM OURAY, OURAY
 JL0361'COUNTY, ABOUT 0.3 MILE SOUTHEAST OF CEDAR HILL CEMETERY, ABOUT 0.5
 JL0361'MILE NORTHWEST OF PORTLAND, ABOUT 80 YARDS SOUTH OF A 3-STORY RED
 JL0361'BRICK FARMHOUSE, AT A CURVE, IN LINE WITH THE CENTER LINE OF THE
 JL0361'NORTHWEST-AND-SOUTHEAST TANGENT, 32 FEET NORTH OF THE CENTER LINE OF
 JL0361'THE EAST-AND-WEST TANGENT, 25 FEET WEST OF THE WEST END OF THE ARCHED
 JL0361'WOODEN GATEWAY TO THE JACKSON RANCH, AND IN LINE WITH THE WIRE FENCE.
 JL0361'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 7231.521 OURAY
 JL0361'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING ABOUT 6
 JL0361'INCHES ABOVE GROUND.  NOTE-- DURING HIGHWAY RECONSTRUCTION IN 1935 OR
 JL0361'1936 THIS BENCH MARK WAS MOVED BY ENGINEERS OF THE COLORADO STATE
 JL0361'HIGHWAY DEPARTMENT TO A LOCATION 68 FEET NORTH 88 DEGREES EAST OF ITS
 JL0361'PREVIOUS LOCATION AS DESCRIBED ABOVE.
 JL0361
 JL0361                          STATION RECOVERY (1985)
 JL0361
 JL0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JL0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0309 ***********************************************************************
 JL0309  DESIGNATION -  7238.406 RESET
 JL0309  PID         -  JL0309
 JL0309  STATE/COUNTY-  CO/GUNNISON
 JL0309  USGS QUAD   -  SAPINERO (1982)
 JL0309
 JL0309                         *CURRENT SURVEY CONTROL
 JL0309  ___________________________________________________________________
 JL0309* NAD 83(1986)-  38 27 35.     (N)    107 19 06.     (W)     SCALED    
 JL0309* NAVD 88     -      2208.01   (meters)    7244.1    (feet)  RESET     
 JL0309  ___________________________________________________________________
 JL0309  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 JL0309
 JL0309  VERT ORDER  -  THIRD
 JL0309
 JL0309.The horizontal coordinates were scaled from a topographic map and have
 JL0309.an estimated accuracy of +/- 6 seconds.
 JL0309
 JL0309.The orthometric height was computed from unverified reset data.
 JL0309.No vertical observational check was made to the station.
 JL0309
 JL0309.The geoid height was determined by GEOID03.
 JL0309
 JL0309;                    North         East    Units  Estimated Accuracy
 JL0309;SPC CO C     -   375,920.      755,710.      MT  (+/- 180 meters Scaled)
 JL0309
 JL0309                          SUPERSEDED SURVEY CONTROL
 JL0309
 JL0309  NGVD 29 (??/??/??) 2206.55   (m)         7239.3    (f) RESET       3  
 JL0309
 JL0309.Superseded values are not recommended for survey control.
 JL0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0309.See file dsdata.txt to determine how the superseded data were derived.
 JL0309
 JL0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC977593(NAD 83)
 JL0309_MARKER: DD = SURVEY DISK
 JL0309_SETTING: 66 = SET IN ROCK OUTCROP
 JL0309_SP_SET: ROCK LEDGE
 JL0309_STAMPING: 7238.406 RESET 1941
 JL0309_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0309+STABILITY: POSITION/ELEVATION WELL
 JL0309
 JL0309  HISTORY     - Date     Condition        Report By
 JL0309  HISTORY     - 1941     MONUMENTED       CODH
 JL0309  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0309
 JL0309                          STATION DESCRIPTION
 JL0309
 JL0309'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1941
 JL0309'0.25 MI SW FROM SAPINERO.
 JL0309'1/4 MILE SOUTHWEST ALONG U.S. HIGHWAY 50 FROM THE SAPINERO HOTEL AT
 JL0309'SAPINERO, GUNNISON COUNTY, AT A CONCRETE BRIDGE OVER GUNNISON RIVER,
 JL0309'83.5 FEET NORTHEAST OF THE NORTHEAST CURB CORNER, 60 FEET SOUTHEAST OF
 JL0309'THE CENTERLINE OF THE HIGHWAY, 3 FEET HIGHER THAN THE HIGHWAY, AND IN
 JL0309'CONCRETE ON A ROCK LEDGE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 JL0309'DISK, STAMPED 7238.406 RESET 1941.
 JL0309
 JL0309                          STATION RECOVERY (1984)
 JL0309
 JL0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0309'THIS LOCATION IS NOW THE BLUE MESA RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0320 ***********************************************************************
 LM0320  DESIGNATION -  7274
 LM0320  PID         -  LM0320
 LM0320  STATE/COUNTY-  CO/ROUTT
 LM0320  USGS QUAD   -  CLARK (1962)
 LM0320
 LM0320                         *CURRENT SURVEY CONTROL
 LM0320  ___________________________________________________________________
 LM0320* NAD 83(1986)-  40 42 39.     (N)    106 55 02.     (W)     SCALED    
 LM0320* NAVD 88     -      2217.540  (meters)    7275.38   (feet)  ADJUSTED  
 LM0320  ___________________________________________________________________
 LM0320  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 LM0320  DYNAMIC HT  -        2215.335 (meters)    7268.14  (feet)  COMP
 LM0320  MODELED GRAV-     979,550.7   (mgal)                       NAVD 88
 LM0320
 LM0320  VERT ORDER  -  SECOND    CLASS 0
 LM0320
 LM0320.The horizontal coordinates were scaled from a topographic map and have
 LM0320.an estimated accuracy of +/- 6 seconds.
 LM0320
 LM0320.The orthometric height was determined by differential leveling
 LM0320.and adjusted by the National Geodetic Survey in June 1991..
 LM0320
 LM0320.The geoid height was determined by GEOID03.
 LM0320
 LM0320.The dynamic height is computed by dividing the NAVD 88
 LM0320.geopotential number by the normal gravity value computed on the
 LM0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0320.degrees latitude (g = 980.6199 gals.).
 LM0320
 LM0320.The modeled gravity was interpolated from observed gravity values.
 LM0320
 LM0320;                    North         East    Units  Estimated Accuracy
 LM0320;SPC CO N     -   458,710.      794,650.      MT  (+/- 180 meters Scaled)
 LM0320
 LM0320                          SUPERSEDED SURVEY CONTROL
 LM0320
 LM0320  NGVD 29 (??/??/92) 2216.223  (m)         7271.06   (f) ADJ UNCH    2 0
 LM0320
 LM0320.Superseded values are not recommended for survey control.
 LM0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0320.See file dsdata.txt to determine how the superseded data were derived.
 LM0320
 LM0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF380084(NAD 83)
 LM0320_MARKER: P = PIPE CAP
 LM0320_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LM0320_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LM0320_STAMPING: 7274
 LM0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0320
 LM0320  HISTORY     - Date     Condition        Report By
 LM0320  HISTORY     - UNK      MONUMENTED       USGS
 LM0320  HISTORY     - 1934     POOR             NGS
 LM0320
 LM0320                          STATION DESCRIPTION
 LM0320
 LM0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LM0320'0.3 MI S FROM CLARK.
 LM0320'0.3 MILE SOUTH ALONG STATE HIGHWAY 129 FROM CLARK, ROUTT COUNTY, 95
 LM0320'FEET SOUTHWEST OF THE JIM SEERS POTATO HOUSE IN 1934, 70 FEET SOUTH OF
 LM0320'THE SOUTH EDGE OF A BARN, AND 31 FEET FROM THE CENTER OF THE JUNCTION
 LM0320'OF A ROAD LEADING TO THE SEERS RANCH HOUSE.  A UNITED STATES
 LM0320'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 7274 AND RIVETED ON THE TOP OF
 LM0320'A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0312 ***********************************************************************
 KL0312  DESIGNATION -  7275
 KL0312  PID         -  KL0312
 KL0312  STATE/COUNTY-  CO/PITKIN
 KL0312  USGS QUAD   -  WOODY CREEK (1987)
 KL0312
 KL0312                         *CURRENT SURVEY CONTROL
 KL0312  ___________________________________________________________________
 KL0312* NAD 83(1986)-  39 17 04.     (N)    106 53 50.     (W)     SCALED    
 KL0312* NAVD 88     -      2218.482  (meters)    7278.47   (feet)  ADJUSTED  
 KL0312  ___________________________________________________________________
 KL0312  GEOID HEIGHT-         -13.88  (meters)                     GEOID03
 KL0312  DYNAMIC HT  -        2215.886 (meters)    7269.95  (feet)  COMP
 KL0312  MODELED GRAV-     979,378.3   (mgal)                       NAVD 88
 KL0312
 KL0312  VERT ORDER  -  SECOND    CLASS 0
 KL0312
 KL0312.The horizontal coordinates were scaled from a topographic map and have
 KL0312.an estimated accuracy of +/- 6 seconds.
 KL0312
 KL0312.The orthometric height was determined by differential leveling
 KL0312.and adjusted by the National Geodetic Survey in June 1991..
 KL0312
 KL0312.The geoid height was determined by GEOID03.
 KL0312
 KL0312.The dynamic height is computed by dividing the NAVD 88
 KL0312.geopotential number by the normal gravity value computed on the
 KL0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0312.degrees latitude (g = 980.6199 gals.).
 KL0312
 KL0312.The modeled gravity was interpolated from observed gravity values.
 KL0312
 KL0312;                    North         East    Units  Estimated Accuracy
 KL0312;SPC CO C     -   466,810.      793,860.      MT  (+/- 180 meters Scaled)
 KL0312
 KL0312                          SUPERSEDED SURVEY CONTROL
 KL0312
 KL0312  NGVD 29 (??/??/92) 2216.986  (m)         7273.56   (f) ADJ UNCH    2 0
 KL0312
 KL0312.Superseded values are not recommended for survey control.
 KL0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0312.See file dsdata.txt to determine how the superseded data were derived.
 KL0312
 KL0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD363500(NAD 83)
 KL0312_MARKER: DD = SURVEY DISK
 KL0312_SETTING: 80 = SET IN A BOULDER
 KL0312_SP_SET: BOULDER
 KL0312_STAMPING: 7275 1909
 KL0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0312+STABILITY: SURFACE MOTION
 KL0312
 KL0312  HISTORY     - Date     Condition        Report By
 KL0312  HISTORY     - 1909     MONUMENTED       USGS
 KL0312  HISTORY     - 1934     GOOD             NGS
 KL0312  HISTORY     - 19930704 MARK NOT FOUND   CODOT
 KL0312
 KL0312                          STATION DESCRIPTION
 KL0312
 KL0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KL0312'IN WOODY CREEK.
 KL0312'AT WOODY CREEK, PITKIN COUNTY, AT THE DENVER AND RIO GRANDE WESTERN
 KL0312'RAILROAD STATION, 85 FEET NORTHWEST OF A ROAD CROSSING, 70 FEET NORTH
 KL0312'OF THE WATER TANK, AND IN A BOULDER.  A UNITED STATES GEOLOGICAL
 KL0312'SURVEY STANDARD DISK, STAMPED 7275 1909.
 KL0312
 KL0312                          STATION RECOVERY (1993)
 KL0312
 KL0312'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1993 (RH)
 KL0312'NOT FOUND, NO EVIDENCE OF THIS MARK EXISTS NOW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0089 ***********************************************************************
 JM0089  DESIGNATION -  7282
 JM0089  PID         -  JM0089
 JM0089  STATE/COUNTY-  CO/SAN MIGUEL
 JM0089  USGS QUAD   -  PLACERVILLE (1953)
 JM0089
 JM0089                         *CURRENT SURVEY CONTROL
 JM0089  ___________________________________________________________________
 JM0089* NAD 83(1986)-  38 01 15.     (N)    108 03 39.     (W)     SCALED    
 JM0089* NAVD 88     -      2219.992  (meters)    7283.42   (feet)  ADJUSTED  
 JM0089  ___________________________________________________________________
 JM0089  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 JM0089  DYNAMIC HT  -        2217.124 (meters)    7274.01  (feet)  COMP
 JM0089  MODELED GRAV-     979,259.3   (mgal)                       NAVD 88
 JM0089
 JM0089  VERT ORDER  -  SECOND    CLASS 0
 JM0089
 JM0089.The horizontal coordinates were scaled from a topographic map and have
 JM0089.an estimated accuracy of +/- 6 seconds.
 JM0089
 JM0089.The orthometric height was determined by differential leveling
 JM0089.and adjusted by the National Geodetic Survey in June 1991..
 JM0089
 JM0089.The geoid height was determined by GEOID03.
 JM0089
 JM0089.The dynamic height is computed by dividing the NAVD 88
 JM0089.geopotential number by the normal gravity value computed on the
 JM0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0089.degrees latitude (g = 980.6199 gals.).
 JM0089
 JM0089.The modeled gravity was interpolated from observed gravity values.
 JM0089
 JM0089;                    North         East    Units  Estimated Accuracy
 JM0089;SPC CO S     -   458,170.      689,580.      MT  (+/- 180 meters Scaled)
 JM0089
 JM0089                          SUPERSEDED SURVEY CONTROL
 JM0089
 JM0089  NGVD 29 (??/??/92) 2218.531  (m)         7278.63   (f) ADJ UNCH    2 0
 JM0089
 JM0089.Superseded values are not recommended for survey control.
 JM0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0089.See file dsdata.txt to determine how the superseded data were derived.
 JM0089
 JM0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH580122(NAD 83)
 JM0089_MARKER: DD = SURVEY DISK
 JM0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0089_STAMPING: 7282
 JM0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0089+STABILITY: SURFACE MOTION
 JM0089
 JM0089  HISTORY     - Date     Condition        Report By
 JM0089  HISTORY     - UNK      MONUMENTED       USGS
 JM0089  HISTORY     - 1934     GOOD             NGS
 JM0089
 JM0089                          STATION DESCRIPTION
 JM0089
 JM0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JM0089'0.5 MI NW FROM PLACERVILLE.
 JM0089'0.5 MILE NORTHWEST OF, ALONG STATE HWY. 145, FROM PLACERVILLE R.R.
 JM0089'STATION.  120 FEET NORTHEAST OF JUNCTION OF STATE HWY. 62, AND STATE
 JM0089'HWY. 145.  90 FEET NORTHEAST OF CONCRETE HWY. BRIDGE OVER LEOPARD
 JM0089'CREEK.  33 FEET NORTHWEST OF NORTHWEST CORNER OF S.J.ADAMS DANCE HALL.
 JM0089'27 FEET EAST OF CENTERLINE OF RIO GRANDE SOUTHERN R.R.  27 FEET
 JM0089'SOUTHEAST OF SOUTH END OF WOODEN RAILROAD BRIDGE NO.27-A OVER LEOPARD
 JM0089'CREEK.  BRONZE TABLET SET HORIZONTAL IN TOP OF SANDSTONE POST .7 FT.
 JM0089'SQUARE, .5 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0088 ***********************************************************************
 JM0088  DESIGNATION -  7289
 JM0088  PID         -  JM0088
 JM0088  STATE/COUNTY-  CO/SAN MIGUEL
 JM0088  USGS QUAD   -  PLACERVILLE (1953)
 JM0088
 JM0088                         *CURRENT SURVEY CONTROL
 JM0088  ___________________________________________________________________
 JM0088* NAD 83(1986)-  38 01 27.     (N)    108 04 14.     (W)     SCALED    
 JM0088* NAVD 88     -      2222.325  (meters)    7291.08   (feet)  ADJUSTED  
 JM0088  ___________________________________________________________________
 JM0088  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 JM0088  DYNAMIC HT  -        2219.457 (meters)    7281.67  (feet)  COMP
 JM0088  MODELED GRAV-     979,260.2   (mgal)                       NAVD 88
 JM0088
 JM0088  VERT ORDER  -  SECOND    CLASS 0
 JM0088
 JM0088.The horizontal coordinates were scaled from a topographic map and have
 JM0088.an estimated accuracy of +/- 6 seconds.
 JM0088
 JM0088.The orthometric height was determined by differential leveling
 JM0088.and adjusted by the National Geodetic Survey in June 1991..
 JM0088
 JM0088.The geoid height was determined by GEOID03.
 JM0088
 JM0088.The dynamic height is computed by dividing the NAVD 88
 JM0088.geopotential number by the normal gravity value computed on the
 JM0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0088.degrees latitude (g = 980.6199 gals.).
 JM0088
 JM0088.The modeled gravity was interpolated from observed gravity values.
 JM0088
 JM0088;                    North         East    Units  Estimated Accuracy
 JM0088;SPC CO S     -   458,570.      688,740.      MT  (+/- 180 meters Scaled)
 JM0088
 JM0088                          SUPERSEDED SURVEY CONTROL
 JM0088
 JM0088  NGVD 29 (??/??/92) 2220.869  (m)         7286.30   (f) ADJ UNCH    2 0
 JM0088
 JM0088.Superseded values are not recommended for survey control.
 JM0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0088.See file dsdata.txt to determine how the superseded data were derived.
 JM0088
 JM0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH571125(NAD 83)
 JM0088_MARKER: DD = SURVEY DISK
 JM0088_SETTING: 80 = SET IN A BOULDER
 JM0088_SP_SET: BOULDER
 JM0088_STAMPING: 7289
 JM0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0088+STABILITY: SURFACE MOTION
 JM0088
 JM0088  HISTORY     - Date     Condition        Report By
 JM0088  HISTORY     - UNK      MONUMENTED       USGS
 JM0088  HISTORY     - 1934     GOOD             NGS
 JM0088
 JM0088                          STATION DESCRIPTION
 JM0088
 JM0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JM0088'1.1 MI NW FROM PLACERVILLE.
 JM0088'1.1 MILE NORTHWEST OF, ALONG STATE HWY. 145, FROM PLACERVILLE R.R.
 JM0088'STATION.  ABOUT 180 FEET NORTH OF CENTERLINE OF STATE HWY. 145.  130
 JM0088'FEET SOUTHEAST OF SOUTHEAST CORNER OF R.MCF.DOBLES FARM HOUSE.  120
 JM0088'FEET SOUTHEAST OF R.MCF. DOBLES CISTERN PUMP.  33 FEET WEST OF
 JM0088'NORTHWEST CORNER OF OFFICE BUILDING BELONGING TO SAN MIGUEL
 JM0088'DEVELOPMENT CO.  9 FEET EAST OF CENTERLINE OF DIRT ROAD LEADING TO
 JM0088'R.MCF.DOBLES FARM HOUSE.  BRONZE TABLET SET HORIZONTALLY IN TOP OF
 JM0088'SANDSTONE BOULDER.  4 FT. LONG, 2 FT. WIDE, .5 FT. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1864 ***********************************************************************
 KK1864  DESIGNATION -  73
 KK1864  PID         -  KK1864
 KK1864  STATE/COUNTY-  CO/JEFFERSON
 KK1864  USGS QUAD   -  EVERGREEN (1994)
 KK1864
 KK1864                         *CURRENT SURVEY CONTROL
 KK1864  ___________________________________________________________________
 KK1864* NAD 83(1992)-  39 38 54.51704(N)    105 15 38.03859(W)     ADJUSTED  
 KK1864* NAVD 88     -      2322.3    (meters)    7619.     (feet)  VERTCON   
 KK1864  ___________________________________________________________________
 KK1864  LAPLACE CORR-         -17.73  (seconds)                    DEFLEC99
 KK1864  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 KK1864
 KK1864  HORZ ORDER  -  SECOND
 KK1864
 KK1864.The horizontal coordinates were established by classical geodetic methods
 KK1864.and adjusted by the National Geodetic Survey in January 1993..
 KK1864
 KK1864.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1864
 KK1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1864
 KK1864.The geoid height was determined by GEOID03.
 KK1864
 KK1864;                    North         East     Units Scale Factor Converg.
 KK1864;SPC CO C     -   506,327.198   934,952.051   MT  0.99998149   +0 09 03.6
 KK1864;SPC CO C     - 1,661,175.15  3,067,421.85   sFT  0.99998149   +0 09 03.6
 KK1864;UTM  13      - 4,388,775.221   477,644.496   MT  0.99960615   -0 09 58.5
 KK1864
 KK1864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1864!SPC CO C     -   0.99963812  x   0.99998149  =   0.99961962
 KK1864!UTM  13      -   0.99963812  x   0.99960615  =   0.99924442
 KK1864
 KK1864|---------------------------------------------------------------------|
 KK1864| PID    Reference Object                     Distance      Geod. Az  |
 KK1864|                                                           dddmmss.s |
 KK1864| CP7173 73 RM 1                               8.704 METERS 13250     |
 KK1864| KK1885 BEAR MTN                            APPROX. 3.8 KM 2215035.4 |
 KK1864| CP7174 73 RM 2                              10.691 METERS 23717     |
 KK1864|---------------------------------------------------------------------|
 KK1864
 KK1864                          SUPERSEDED SURVEY CONTROL
 KK1864
 KK1864  NAD 83(1986)-  39 38 54.51482(N)    105 15 38.03844(W) AD(       ) 2
 KK1864  NAD 27      -  39 38 54.55712(N)    105 15 36.07329(W) AD(       ) 2
 KK1864  NGVD 29 (07/19/86) 2321.3    (m)         7616.     (f) VERT ANG       
 KK1864
 KK1864.Superseded values are not recommended for survey control.
 KK1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1864.See file dsdata.txt to determine how the superseded data were derived.
 KK1864
 KK1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7764488775(NAD 83)
 KK1864_MARKER: DD = SURVEY DISK
 KK1864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1864_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1864
 KK1864  HISTORY     - Date     Condition        Report By
 KK1864  HISTORY     - 1977     MONUMENTED       CO-059
 KK1864
 KK1864                          STATION DESCRIPTION
 KK1864
 KK1864'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1864'THE STATION IS LOCATED 1 MILE NORTH OF THE TOWN OF INDIAN HILLS
 KK1864'AND 2 MILES EAST OF KITTREDGE IN THE NORTHEAST 1/4 OF SECTION 6,
 KK1864'T 5 S, R 70 W.
 KK1864'
 KK1864'TO REACH THE STATION FROM INDIAN HILLS, AT A SIGN FOR (FOSS
 KK1864'CAMP, FIRST BAPTIST CHURCH), GO NORTH FOR 0.3 MILE ON AZTEC
 KK1864'ROAD TO PAWNEE ROAD.  TURN RIGHT AND GO 0.5 MILE TO TALL
 KK1864'TIMBER ENTRY GATE.  BEAR LEFT, CROSSING TWO CATTLE GUARDS, FOR
 KK1864'0.2 MILE.  TURN RIGHT ONTO A 4-WHEEL DRIVE TRAIL AND GO NORTH
 KK1864'0.3 MILE TO HILL TOP.
 KK1864'
 KK1864'THE STATION MARK, STAMPED---73 JCMD 1977---, IS A 3-INCH
 KK1864'BRONZE DISK SET IN CONCRETE, PROJECTING 0.3 FEET ABOVE GROUND
 KK1864'LEVEL, WITH AN UNDERGROUND MARK 3.0 FEET BELOW GRADE, 30-1/2
 KK1864'FEET SOUTHWEST OF A 12-INCH TREE, 50 FEET EAST OF A 10-INCH
 KK1864'TREE AND 45 FEET NORTH OF ANOTHER 10-INCH TREE.
 KK1864'
 KK1864'REFERENCE MARK 1, STAMPED---73 JCMD RM 1 1977---, IS A 3-INCH
 KK1864'BRONZE DISK SET IN CONCRETE FLUSH WITH THE GROUND, 31 FEET
 KK1864'SOUTH-SOUTHEAST OF THE 12-INCH TREE AND 45 FEET NORTH-NORTHEAST
 KK1864'OF A 10-INCH TREE.
 KK1864'
 KK1864'REFERENCE MARK 2, STAMPED---73 JCMD RM 2 1977---, IS A 3-INCH
 KK1864'BRONZE DISK SET IN CONCRETE FLUSH WITH THE GROUND, 55 FEET
 KK1864'SOUTHEAST OF A 10-INCH TREE AND 25 FEET WEST-NORTHWEST OF
 KK1864'ANOTHER 10-INCH TREE.
 KK1864'
 KK1864'NOTE- THE LANDOWNER IS CHANCELLOR AND MRS. MITCHELL, PHONE
 KK1864'NUMBER- 697-8154.  CALL THEM AND REPORT IN AT HOUSE AT
 KK1864'(TALL TIMBER) ENTRY GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1647 ***********************************************************************
 KK1647  DESIGNATION -  7306
 KK1647  PID         -  KK1647
 KK1647  STATE/COUNTY-  CO/EL PASO
 KK1647  USGS QUAD   -  EASTONVILLE (1975)
 KK1647
 KK1647                         *CURRENT SURVEY CONTROL
 KK1647  ___________________________________________________________________
 KK1647* NAD 83(1992)-  39 00 08.82236(N)    104 36 27.03157(W)     ADJUSTED  
 KK1647* NAVD 88     -      2227.68   (+/-2cm)    7308.6    (feet)  VERTCON   
 KK1647  ___________________________________________________________________
 KK1647  LAPLACE CORR-          -8.27  (seconds)                    DEFLEC99
 KK1647  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 KK1647
 KK1647  HORZ ORDER  -  THIRD
 KK1647  VERT ORDER  -  THIRD ? (See Below)
 KK1647
 KK1647.The horizontal coordinates were established by classical geodetic methods
 KK1647.and adjusted by the National Geodetic Survey in January 1993..
 KK1647
 KK1647.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1647.The vertical order pertains to the NGVD 29 superseded value.
 KK1647
 KK1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1647
 KK1647.The geoid height was determined by GEOID03.
 KK1647
 KK1647;                    North         East     Units Scale Factor Converg.
 KK1647;SPC CO C     -   434,960.577   991,706.383   MT  0.99993738   +0 33 46.4
 KK1647;SPC CO C     - 1,427,033.16  3,253,623.36   sFT  0.99993738   +0 33 46.4
 KK1647;UTM  13      - 4,317,121.795   533,985.387   MT  0.99961422   +0 14 49.3
 KK1647
 KK1647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1647!SPC CO C     -   0.99965336  x   0.99993738  =   0.99959076
 KK1647!UTM  13      -   0.99965336  x   0.99961422  =   0.99926772
 KK1647
 KK1647:                Primary Azimuth Mark                     Grid Az
 KK1647:SPC CO C     -  EL PASO WEST BASE                        148 33 39.1
 KK1647:UTM  13      -  EL PASO WEST BASE                        148 52 36.2
 KK1647
 KK1647|---------------------------------------------------------------------|
 KK1647| PID    Reference Object                     Distance      Geod. Az  |
 KK1647|                                                           dddmmss.s |
 KK1647| JK1147 EL PASO WEST BASE                   APPROX. 3.1 KM 1490725.5 |
 KK1647|---------------------------------------------------------------------|
 KK1647
 KK1647                          SUPERSEDED SURVEY CONTROL
 KK1647
 KK1647  NAD 83(1986)-  39 00 08.81419(N)    104 36 27.02684(W) AD(       ) 3
 KK1647  NAD 27      -  39 00 08.84362(N)    104 36 25.12948(W) AD(       ) 3
 KK1647  NGVD 29 (07/19/86) 2226.47   (m)         7304.7    (f) LEVELING    3  
 KK1647
 KK1647.Superseded values are not recommended for survey control.
 KK1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1647.See file dsdata.txt to determine how the superseded data were derived.
 KK1647
 KK1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED3398517122(NAD 83)
 KK1647_MARKER: P = PIPE CAP
 KK1647_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KK1647_SP_SET: PREFABRICATED CONCRETE POST
 KK1647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1647+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2004
 KK1647
 KK1647  HISTORY     - Date     Condition        Report By
 KK1647  HISTORY     - 1947     MONUMENTED       USGS
 KK1647  HISTORY     - 20040226 GOOD             CLSI
 KK1647
 KK1647                          STATION DESCRIPTION
 KK1647
 KK1647'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 KK1647'STATION IS LOCATED IN SEC. 18, T 12 S, R 64 W.  IT IS BEST REACHED BY
 KK1647'GOING 5.1 MI. N. OF FALCON IN SECTION LINE RD. TO T-FENCE E.  STATION
 KK1647'IS 34 FT. E. OF CENTER LINE AND 2.5 FT. E. OF E. RIGHT-OF-WAY FENCE
 KK1647'AND 2 FT. N. OF T-FENCE E.
 KK1647'
 KK1647'STATION MARK--STANDARD USGS BM BRONZE CAP SET ON 3 IN. PIPE
 KK1647'PROJECTING ABOUT 7 IN. ABOVE SURFACE OF GROUND, STAMPED ---7306
 KK1647'1903---.
 KK1647'
 KK1647'REFERENCE MARKS--NONE.
 KK1647
 KK1647                          STATION RECOVERY (2004)
 KK1647
 KK1647'RECOVERY NOTE BY CLARK LAND SURVEYING INCORPORATED 2004 (MSJ)
 KK1647'STATION IS 0.75 MILE NORTH OF THE INTERSECTION OF MERIDIAN ROAD WITH
 KK1647'REX ROAD.  STATION IS 33 FEET EAST OF THE CENTERLINE OF MERIDIAN ROAD,
 KK1647'17 FEET NORTH OF THE CENTERLINE OF A DIRT DRIVEWAY EAST AND 33 FEET
 KK1647'NORTH OF AN EAST-WEST OVERHEAD POWER LINE.  STATION PROJECTS 0.8 FOOT
 KK1647'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0305 ***********************************************************************
 JL0305  DESIGNATION -  7312.822
 JL0305  PID         -  JL0305
 JL0305  STATE/COUNTY-  CO/GUNNISON
 JL0305  USGS QUAD   -  CARPENTER RIDGE (1982)
 JL0305
 JL0305                         *CURRENT SURVEY CONTROL
 JL0305  ___________________________________________________________________
 JL0305* NAD 83(1986)-  38 28 23.     (N)    107 13 26.     (W)     SCALED    
 JL0305* NAVD 88     -      2229.863  (meters)    7315.81   (feet)  POSTED    
 JL0305  ___________________________________________________________________
 JL0305  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 JL0305  DYNAMIC HT  -        2227.180 (meters)    7307.01  (feet)  COMP
 JL0305  MODELED GRAV-     979,346.7   (mgal)                       NAVD 88
 JL0305
 JL0305  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JL0305
 JL0305.The horizontal coordinates were scaled from a topographic map and have
 JL0305.an estimated accuracy of +/- 6 seconds.
 JL0305
 JL0305.The orthometric height was determined by differential leveling
 JL0305.and adjusted by the National Geodetic Survey in 1992..
 JL0305.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JL0305.rate of 1.1 thru 2.0 mm/km.
 JL0305
 JL0305.The geoid height was determined by GEOID03.
 JL0305
 JL0305.The dynamic height is computed by dividing the NAVD 88
 JL0305.geopotential number by the normal gravity value computed on the
 JL0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0305.degrees latitude (g = 980.6199 gals.).
 JL0305
 JL0305.The modeled gravity was interpolated from observed gravity values.
 JL0305
 JL0305;                    North         East    Units  Estimated Accuracy
 JL0305;SPC CO C     -   377,240.      763,980.      MT  (+/- 180 meters Scaled)
 JL0305
 JL0305                          SUPERSEDED SURVEY CONTROL
 JL0305
 JL0305  NGVD 29 (??/??/92) 2228.407  (m)         7311.03   (f) ADJ UNCH    1 2
 JL0305
 JL0305.Superseded values are not recommended for survey control.
 JL0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0305.See file dsdata.txt to determine how the superseded data were derived.
 JL0305
 JL0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC059606(NAD 83)
 JL0305_MARKER: DD = SURVEY DISK
 JL0305_SETTING: 66 = SET IN ROCK OUTCROP
 JL0305_SP_SET: ROCK CUT
 JL0305_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0305+STABILITY: POSITION/ELEVATION WELL
 JL0305
 JL0305  HISTORY     - Date     Condition        Report By
 JL0305  HISTORY     - UNK      MONUMENTED       USGS
 JL0305  HISTORY     - 1926     GOOD             NGS
 JL0305  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0305
 JL0305                          STATION DESCRIPTION
 JL0305
 JL0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1926
 JL0305'5.9 MI E FROM SAPINERO.
 JL0305'5.9 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JL0305'THE STATION AT SAPINERO, GUNNISON COUNTY, 0.1 MILE WEST OF MILEPOST
 JL0305'D-308, IN A CUT, 35 FEET NORTHEAST OF THE TRACK, 1 FOOT LOWER THAN THE
 JL0305'TRACK, AND IN ROCK WHICH IS CRACKED AND LIKELY TO BE DISTURBED. A
 JL0305'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK.  NOTE-- USE WITH
 JL0305'CAUTION.
 JL0305
 JL0305                          STATION RECOVERY (1984)
 JL0305
 JL0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0305'THIS LOCATION IS NOW THE BLUE MESA RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0358 ***********************************************************************
 KL0358  DESIGNATION -  7350
 KL0358  PID         -  KL0358
 KL0358  STATE/COUNTY-  CO/EAGLE
 KL0358  USGS QUAD   -  RUEDI RESERVOIR (1987)
 KL0358
 KL0358                         *CURRENT SURVEY CONTROL
 KL0358  ___________________________________________________________________
 KL0358* NAD 83(1986)-  39 22 08.     (N)    106 51 06.     (W)     SCALED    
 KL0358* NAVD 88     -      2241.190  (meters)    7352.97   (feet)  ADJUSTED  
 KL0358  ___________________________________________________________________
 KL0358  GEOID HEIGHT-         -13.50  (meters)                     GEOID03
 KL0358  DYNAMIC HT  -        2238.475 (meters)    7344.06  (feet)  COMP
 KL0358  MODELED GRAV-     979,337.0   (mgal)                       NAVD 88
 KL0358
 KL0358  VERT ORDER  -  SECOND    CLASS 0
 KL0358
 KL0358.The horizontal coordinates were scaled from a topographic map and have
 KL0358.an estimated accuracy of +/- 6 seconds.
 KL0358
 KL0358.The orthometric height was determined by differential leveling
 KL0358.and adjusted by the National Geodetic Survey in June 1991..
 KL0358
 KL0358.The geoid height was determined by GEOID03.
 KL0358
 KL0358.The dynamic height is computed by dividing the NAVD 88
 KL0358.geopotential number by the normal gravity value computed on the
 KL0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0358.degrees latitude (g = 980.6199 gals.).
 KL0358
 KL0358.The modeled gravity was interpolated from observed gravity values.
 KL0358
 KL0358;                    North         East    Units  Estimated Accuracy
 KL0358;SPC CO C     -   476,130.      797,930.      MT  (+/- 180 meters Scaled)
 KL0358
 KL0358                          SUPERSEDED SURVEY CONTROL
 KL0358
 KL0358  NGVD 29 (??/??/92) 2239.579  (m)         7347.69   (f) ADJ UNCH    2 0
 KL0358
 KL0358.Superseded values are not recommended for survey control.
 KL0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0358.See file dsdata.txt to determine how the superseded data were derived.
 KL0358
 KL0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD404593(NAD 83)
 KL0358_MARKER: DD = SURVEY DISK
 KL0358_SETTING: 80 = SET IN A BOULDER
 KL0358_SP_SET: BOULDER
 KL0358_STAMPING: 7350
 KL0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0358+STABILITY: SURFACE MOTION
 KL0358
 KL0358  HISTORY     - Date     Condition        Report By
 KL0358  HISTORY     - UNK      MONUMENTED       USGS
 KL0358  HISTORY     - 1951     GOOD             NGS
 KL0358
 KL0358                          STATION DESCRIPTION
 KL0358
 KL0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KL0358'8.65 MI NW FROM THOMASVILLE.
 KL0358'8.65 MILES NORTHWEST ALONG STATE HIGHWAY 104 FROM ITS JUNCTION WITH
 KL0358'STATE HIGHWAY 307 AT THOMASVILLE, 20 FEET SOUTH OF THE CENTER LINE OF
 KL0358'THE HIGHWAY, 31.4 FEET WEST OF A TELEPHONE POLE, 2 FEET NORTH OF THE
 KL0358'NORTH BANK OF THE FRYING PAN RIVER, UNDER A TELEPHONE LINE, SET IN THE
 KL0358'TOP OF THE CENTER OF A 6X8 FOOT SANDSTONE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0302 ***********************************************************************
 JL0302  DESIGNATION -  7356.606
 JL0302  PID         -  JL0302
 JL0302  STATE/COUNTY-  CO/GUNNISON
 JL0302  USGS QUAD   -  CARPENTER RIDGE (1982)
 JL0302
 JL0302                         *CURRENT SURVEY CONTROL
 JL0302  ___________________________________________________________________
 JL0302* NAD 83(1986)-  38 27 50.     (N)    107 10 43.     (W)     SCALED    
 JL0302* NAVD 88     -      2243.177  (meters)    7359.49   (feet)  POSTED    
 JL0302  ___________________________________________________________________
 JL0302  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 JL0302  DYNAMIC HT  -        2240.450 (meters)    7350.54  (feet)  COMP
 JL0302  MODELED GRAV-     979,333.4   (mgal)                       NAVD 88
 JL0302
 JL0302  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JL0302
 JL0302.The horizontal coordinates were scaled from a topographic map and have
 JL0302.an estimated accuracy of +/- 6 seconds.
 JL0302
 JL0302.The orthometric height was determined by differential leveling
 JL0302.and adjusted by the National Geodetic Survey in 1992..
 JL0302.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JL0302.rate of 1.1 thru 2.0 mm/km.
 JL0302
 JL0302.The geoid height was determined by GEOID03.
 JL0302
 JL0302.The dynamic height is computed by dividing the NAVD 88
 JL0302.geopotential number by the normal gravity value computed on the
 JL0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0302.degrees latitude (g = 980.6199 gals.).
 JL0302
 JL0302.The modeled gravity was interpolated from observed gravity values.
 JL0302
 JL0302;                    North         East    Units  Estimated Accuracy
 JL0302;SPC CO C     -   376,150.      767,910.      MT  (+/- 180 meters Scaled)
 JL0302
 JL0302                          SUPERSEDED SURVEY CONTROL
 JL0302
 JL0302  NGVD 29 (??/??/92) 2241.689  (m)         7354.61   (f) ADJ UNCH    1 2
 JL0302
 JL0302.Superseded values are not recommended for survey control.
 JL0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0302.See file dsdata.txt to determine how the superseded data were derived.
 JL0302
 JL0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC099595(NAD 83)
 JL0302_MARKER: DD = SURVEY DISK
 JL0302_SETTING: 80 = SET IN A BOULDER
 JL0302_SP_SET: BOULDER
 JL0302_STAMPING: 7354.608
 JL0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0302+STABILITY: SURFACE MOTION
 JL0302
 JL0302  HISTORY     - Date     Condition        Report By
 JL0302  HISTORY     - UNK      MONUMENTED       USGS
 JL0302  HISTORY     - 1926     GOOD             NGS
 JL0302  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0302
 JL0302                          STATION DESCRIPTION
 JL0302
 JL0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1926
 JL0302'9.0 MI E FROM SAPINERO.
 JL0302'9.0 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JL0302'THE STATION AT SAPINERO, GUNNISON COUNTY, 255 FEET WEST OF MILEPOST
 JL0302'D-305, 16 FEET WEST OF A WATER TANK, 18 FEET NORTH OF THE TRACK, 2
 JL0302'FEET HIGHER THAN THE TRACK, AND IN A 3- BY 3- BY 1-1/2 FOOT BOULDER. A
 JL0302'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 7354.608.
 JL0302
 JL0302                          STATION RECOVERY (1984)
 JL0302
 JL0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0302'THIS LOCATION IS NOW THE BLUE MESA RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD9264 ***********************************************************************
 AD9264  DESIGNATION -  7379
 AD9264  PID         -  AD9264
 AD9264  STATE/COUNTY-  CO/ARCHULETA
 AD9264  USGS QUAD   -  OAK BRUSH HILL (1984)
 AD9264
 AD9264                         *CURRENT SURVEY CONTROL
 AD9264  ___________________________________________________________________
 AD9264* NAD 83(1992)-  37 14 21.04228(N)    107 06 08.17897(W)     ADJUSTED  
 AD9264* NAVD 88     -      2250.2    (meters)    7383.     (feet)  GPS OBS   
 AD9264  ___________________________________________________________________
 AD9264  X           -  -1,495,608.826 (meters)                     COMP
 AD9264  Y           -  -4,860,866.630 (meters)                     COMP
 AD9264  Z           -   3,839,909.720 (meters)                     COMP
 AD9264  LAPLACE CORR-           4.97  (seconds)                    DEFLEC99
 AD9264  ELLIP HEIGHT-        2232.51  (meters)          (12/03/02) GPS OBS
 AD9264  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 AD9264
 AD9264  HORZ ORDER  -  FIRST
 AD9264  ELLP ORDER  -  FOURTH    CLASS II
 AD9264
 AD9264.The horizontal coordinates were established by GPS observations
 AD9264.and adjusted by the National Geodetic Survey in July 1997..
 AD9264
 AD9264.The orthometric height was determined by GPS observations and a
 AD9264.high-resolution geoid model.
 AD9264
 AD9264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9264
 AD9264.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9264
 AD9264.The ellipsoidal height was determined by GPS observations
 AD9264.and is referenced to NAD 83.
 AD9264
 AD9264.The geoid height was determined by GEOID03.
 AD9264
 AD9264;                    North         East     Units Scale Factor Converg.
 AD9264;SPC CO S     -   369,559.674   772,236.011   MT  0.99999894   -0 58 58.1
 AD9264;SPC CO S     - 1,212,463.70  2,533,577.65   sFT  0.99999894   -0 58 58.1
 AD9264;UTM  13      - 4,123,476.499   313,524.327   MT  1.00002837   -1 16 21.2
 AD9264
 AD9264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9264!SPC CO S     -   0.99964978  x   0.99999894  =   0.99964872
 AD9264!UTM  13      -   0.99964978  x   1.00002837  =   0.99967814
 AD9264
 AD9264                          SUPERSEDED SURVEY CONTROL
 AD9264
 AD9264  ELLIP H (07/06/97) 2232.49   (m)                       GP(       ) 3 1
 AD9264
 AD9264.Superseded values are not recommended for survey control.
 AD9264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9264.See file dsdata.txt to determine how the superseded data were derived.
 AD9264
 AD9264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB1352423476(NAD 83)
 AD9264_MARKER: DB = BENCH MARK DISK
 AD9264_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AD9264_STAMPING: 7379
 AD9264_MARK LOGO: USGS  
 AD9264_PROJECTION: PROJECTING 30 CENTIMETERS
 AD9264_MAGNETIC: P = MARKER IS A STEEL PIPE
 AD9264_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD9264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9264+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AD9264_ROD/PIPE-DEPTH: 1.2  meters
 AD9264
 AD9264  HISTORY     - Date     Condition        Report By
 AD9264  HISTORY     - 1993     MONUMENTED       USGS
 AD9264
 AD9264                          STATION DESCRIPTION
 AD9264
 AD9264'DESCRIBED BY US GEOLOGICAL SURVEY 1993 (RSC)
 AD9264'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST-SOUTHWEST OF PAGOSA
 AD9264'SPRINGS AND 1.5 MI (2.4 KM) NORTHEAST OF NUTRIA, AT U.  S.  HIGHWAY
 AD9264'160 MILEPOST 137.55, IN THE CENTER OF SECTION 30, T 35 N, R 2 W.
 AD9264'OWNERSHIP--  TO REACH THE STATION FROM THE JUNCTION OF U.  S.  HIGHWAY
 AD9264'160 AND U. S.  HIGHWAY 84, LOCATED ON THE EASTSIDE OF PAGOSA SPRINGS,
 AD9264'GO WESTERLY ON U.  S.  HIGHWAY 160 THROUGH DOWNTOWN PAGOSA SPRINGS FOR
 AD9264'5.8 MI (9.3 KM) TO THE TOP OF A LONG GRADE AND THE INTERSECTION OF
 AD9264'PIEDRA ROAD (COUNTY ROAD 600) ON THE RIGHT.  CONTINUE AHEAD,
 AD9264'SOUTHWEST, ON U.  S.  HIGHWAY 160 FOR 3.35 MI (5.39 KM) TO THE STATION
 AD9264'ON THE RIGHT  THE STATION IS A STANDARD USGS PIPE MARK BENCH MARK
 AD9264'PROJECTING 30 CM ABOVE THE GROUND.  IT IS 66.5 M (218.2 FT) WEST OF
 AD9264'THE CENTERLINE OF U.  S.  HIGHWAY 160, 49.9 M (163.7 FT) WEST OF A
 AD9264'WITNESS POST, 40.1 M (131.6 FT) NORTH-NORTHEAST OF A POWER POLE WITH
 AD9264'TRANSFORMER, 7.4 M (24.3 FT) WEST OF THE CENTER OF A POWERLINE AND
 AD9264'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1288 ***********************************************************************
 KK1288  DESIGNATION -  74
 KK1288  PID         -  KK1288
 KK1288  STATE/COUNTY-  CO/DENVER
 KK1288  USGS QUAD   -  COMMERCE CITY (1994)
 KK1288
 KK1288                         *CURRENT SURVEY CONTROL
 KK1288  ___________________________________________________________________
 KK1288* NAD 83(1986)-  39 45 18.     (N)    104 54 46.     (W)     SCALED    
 KK1288* NAVD 88     -      1622.490  (meters)    5323.12   (feet)  ADJUSTED  
 KK1288  ___________________________________________________________________
 KK1288  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 KK1288  DYNAMIC HT  -        1620.942 (meters)    5318.04  (feet)  COMP
 KK1288  MODELED GRAV-     979,615.5   (mgal)                       NAVD 88
 KK1288
 KK1288  VERT ORDER  -  FIRST     CLASS II
 KK1288
 KK1288.The horizontal coordinates were scaled from a topographic map and have
 KK1288.an estimated accuracy of +/- 6 seconds.
 KK1288
 KK1288.The orthometric height was determined by differential leveling
 KK1288.and adjusted by the National Geodetic Survey in June 1991..
 KK1288
 KK1288.The geoid height was determined by GEOID03.
 KK1288
 KK1288.The dynamic height is computed by dividing the NAVD 88
 KK1288.geopotential number by the normal gravity value computed on the
 KK1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1288.degrees latitude (g = 980.6199 gals.).
 KK1288
 KK1288.The modeled gravity was interpolated from observed gravity values.
 KK1288
 KK1288;                    North         East    Units  Estimated Accuracy
 KK1288;SPC CO C     -   518,290.      964,730.      MT  (+/- 180 meters Scaled)
 KK1288
 KK1288                          SUPERSEDED SURVEY CONTROL
 KK1288
 KK1288  NGVD 29 (??/??/??) 1621.588  (m)         5320.16   (f) ADJUSTED    1 2
 KK1288
 KK1288.Superseded values are not recommended for survey control.
 KK1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1288.See file dsdata.txt to determine how the superseded data were derived.
 KK1288
 KK1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE074005(NAD 83)
 KK1288_MARKER: DB = BENCH MARK DISK
 KK1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1288_SP_SET: CONCRETE POST
 KK1288_STAMPING: 5321.01 BM NO 74 DENVER 1936
 KK1288_MARK LOGO: USGS  
 KK1288_PROJECTION: PROJECTING 16 CENTIMETERS
 KK1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1288+STABILITY: SURFACE MOTION
 KK1288
 KK1288  HISTORY     - Date     Condition        Report By
 KK1288  HISTORY     - 1936     MONUMENTED       USGS
 KK1288  HISTORY     - 1983     GOOD             NGS
 KK1288  HISTORY     - 1984     GOOD             NGS
 KK1288  HISTORY     - 20010303 GOOD             METRSC
 KK1288
 KK1288                          STATION DESCRIPTION
 KK1288
 KK1288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1288'IN DENVER.
 KK1288'IN DENVER, AT THE INTERSECTION OF MONACO STREET PARKWAY AND 26TH
 KK1288'AVENUE, 7.8 METERS (25.6 FT) NORTH OF THE CENTER OF THE AVENUE, 7.5 M
 KK1288'(24.6 FT) EAST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE
 KK1288'PARKWAY, AND 0.6 METER (2.0 FT) EAST OF A STREET LIGHT AND SIGN POST.
 KK1288'THE MARK IS ABOVE LEVEL WITH THE STREET.
 KK1288
 KK1288                          STATION RECOVERY (1984)
 KK1288
 KK1288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK1288'RECOVERED IN GOOD CONDITION.
 KK1288
 KK1288                          STATION RECOVERY (2001)
 KK1288
 KK1288'RECOVERY NOTE BY METROPOLITAN STATE COLLEGE OF DENVER 2001 (HWS)
 KK1288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0300 ***********************************************************************
 JL0300  DESIGNATION -  7401.910
 JL0300  PID         -  JL0300
 JL0300  STATE/COUNTY-  CO/GUNNISON
 JL0300  USGS QUAD   -  CARPENTER RIDGE (1982)
 JL0300
 JL0300                         *CURRENT SURVEY CONTROL
 JL0300  ___________________________________________________________________
 JL0300* NAD 83(1986)-  38 27 52.     (N)    107 08 26.     (W)     SCALED    
 JL0300* NAVD 88     -      2257.045  (meters)    7404.99   (feet)  POSTED    
 JL0300  ___________________________________________________________________
 JL0300  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 JL0300  DYNAMIC HT  -        2254.280 (meters)    7395.92  (feet)  COMP
 JL0300  MODELED GRAV-     979,323.7   (mgal)                       NAVD 88
 JL0300
 JL0300  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JL0300
 JL0300.The horizontal coordinates were scaled from a topographic map and have
 JL0300.an estimated accuracy of +/- 6 seconds.
 JL0300
 JL0300.The orthometric height was determined by differential leveling
 JL0300.and adjusted by the National Geodetic Survey in 1992..
 JL0300.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JL0300.rate of 1.1 thru 2.0 mm/km.
 JL0300
 JL0300.The geoid height was determined by GEOID03.
 JL0300
 JL0300.The dynamic height is computed by dividing the NAVD 88
 JL0300.geopotential number by the normal gravity value computed on the
 JL0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0300.degrees latitude (g = 980.6199 gals.).
 JL0300
 JL0300.The modeled gravity was interpolated from observed gravity values.
 JL0300
 JL0300;                    North         East    Units  Estimated Accuracy
 JL0300;SPC CO C     -   376,150.      771,230.      MT  (+/- 180 meters Scaled)
 JL0300
 JL0300                          SUPERSEDED SURVEY CONTROL
 JL0300
 JL0300  NGVD 29 (??/??/92) 2255.533  (m)         7400.03   (f) ADJ UNCH    1 2
 JL0300
 JL0300.Superseded values are not recommended for survey control.
 JL0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0300.See file dsdata.txt to determine how the superseded data were derived.
 JL0300
 JL0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC132595(NAD 83)
 JL0300_MARKER: DD = SURVEY DISK
 JL0300_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JL0300_SP_SET: UNSPEC ROCK
 JL0300_STAMPING: 7400.028
 JL0300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0300
 JL0300  HISTORY     - Date     Condition        Report By
 JL0300  HISTORY     - UNK      MONUMENTED       USGS
 JL0300  HISTORY     - 1926     GOOD             NGS
 JL0300  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0300
 JL0300                          STATION DESCRIPTION
 JL0300
 JL0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1926
 JL0300'11.9 MI E FROM SAPINERO.
 JL0300'11.9 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JL0300'THE STATION AT SAPINERO, GUNNISON COUNTY, 330 FEET WEST OF MILEPOST
 JL0300'D-302, 70 FEET SOUTHEAST OF THE TRACK, 4 FEET HIGHER THAN THE TRACK,
 JL0300'AND IN ROCK PROJECTING ABOUT 4 FEET ABOVE GROUND.  A UNITED STATES
 JL0300'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 7400.028.
 JL0300
 JL0300                          STATION RECOVERY (1984)
 JL0300
 JL0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0300'THIS LOCATION IS NOW THE BLUE MESA RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0653 ***********************************************************************
 LL0653  DESIGNATION -  7450
 LL0653  PID         -  LL0653
 LL0653  STATE/COUNTY-  CO/BOULDER
 LL0653  USGS QUAD   -  RAYMOND (1978)
 LL0653
 LL0653                         *CURRENT SURVEY CONTROL
 LL0653  ___________________________________________________________________
 LL0653* NAD 83(1986)-  40 10 31.     (N)    105 26 14.     (W)     SCALED    
 LL0653* NAVD 88     -      2270.892  (meters)    7450.42   (feet)  ADJUSTED  
 LL0653  ___________________________________________________________________
 LL0653  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 LL0653  DYNAMIC HT  -        2268.545 (meters)    7442.72  (feet)  COMP
 LL0653  MODELED GRAV-     979,509.8   (mgal)                       NAVD 88
 LL0653
 LL0653  VERT ORDER  -  SECOND    CLASS 0
 LL0653
 LL0653.The horizontal coordinates were scaled from a topographic map and have
 LL0653.an estimated accuracy of +/- 6 seconds.
 LL0653
 LL0653.The orthometric height was determined by differential leveling
 LL0653.and adjusted by the National Geodetic Survey in June 1991..
 LL0653
 LL0653.The geoid height was determined by GEOID03.
 LL0653
 LL0653.The dynamic height is computed by dividing the NAVD 88
 LL0653.geopotential number by the normal gravity value computed on the
 LL0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0653.degrees latitude (g = 980.6199 gals.).
 LL0653
 LL0653.The modeled gravity was interpolated from observed gravity values.
 LL0653
 LL0653;                    North         East    Units  Estimated Accuracy
 LL0653;SPC CO N     -   398,280.      919,750.      MT  (+/- 180 meters Scaled)
 LL0653
 LL0653                          SUPERSEDED SURVEY CONTROL
 LL0653
 LL0653  NGVD 29 (??/??/92) 2269.654  (m)         7446.36   (f) ADJ UNCH    2 0
 LL0653
 LL0653.Superseded values are not recommended for survey control.
 LL0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0653.See file dsdata.txt to determine how the superseded data were derived.
 LL0653
 LL0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE627473(NAD 83)
 LL0653_MARKER: DD = SURVEY DISK
 LL0653_SETTING: 80 = SET IN A BOULDER
 LL0653_STAMPING: 7450
 LL0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0653+STABILITY: SURFACE MOTION
 LL0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LL0653+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 LL0653
 LL0653  HISTORY     - Date     Condition        Report By
 LL0653  HISTORY     - UNK      MONUMENTED       USGS
 LL0653  HISTORY     - 1951     GOOD             NGS
 LL0653  HISTORY     - 19990913 GOOD             USPSQD
 LL0653  HISTORY     - 20010331 GOOD             NGS
 LL0653  HISTORY     - 20031010 GOOD             USPSQD
 LL0653  HISTORY     - 20050901 GOOD             USPSQD
 LL0653
 LL0653                          STATION DESCRIPTION
 LL0653
 LL0653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LL0653'1.7 MI NE FROM RAYMOND.
 LL0653'1.7 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM ITS JUNCTION WITH
 LL0653'STATE HIGHWAY 160 AT RAYMOND, 29 FEET EAST OF THE CENTER LINE
 LL0653'OF THE HIGHWAY, 42 FEET WEST OF THE WEST CORNER OF A LOG CABIN, 4
 LL0653'FEET ABOVE THE GROUND, 46 FEET SOUTH OF THE SOUTHWEST END OF THE
 LL0653'SOUTHEAST CONCRETE BANNISTER OF A BRIDGE
 LL0653'OVER SOUTH ST. VRAIN CREEK, SET IN THE TOP OF A LARGE GRANITE
 LL0653'BOULDER.
 LL0653
 LL0653                          STATION RECOVERY (1999)
 LL0653
 LL0653'RECOVERY NOTE BY US POWER SQUADRON 1999
 LL0653'RECOVERED IN GOOD CONDITION.
 LL0653
 LL0653                          STATION RECOVERY (2001)
 LL0653
 LL0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0653'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL0653
 LL0653                          STATION RECOVERY (2003)
 LL0653
 LL0653'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 LL0653'RECOVERED IN GOOD CONDITION.
 LL0653
 LL0653                          STATION RECOVERY (2005)
 LL0653
 LL0653'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 LL0653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0297 ***********************************************************************
 JL0297  DESIGNATION -  7454.164
 JL0297  PID         -  JL0297
 JL0297  STATE/COUNTY-  CO/GUNNISON
 JL0297  USGS QUAD   -  BIG MESA (1982)
 JL0297
 JL0297                         *CURRENT SURVEY CONTROL
 JL0297  ___________________________________________________________________
 JL0297* NAD 83(1986)-  38 28 37.     (N)    107 05 55.     (W)     SCALED    
 JL0297* NAVD 88     -      2272.956  (meters)    7457.19   (feet)  POSTED    
 JL0297  ___________________________________________________________________
 JL0297  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 JL0297  DYNAMIC HT  -        2270.210 (meters)    7448.18  (feet)  COMP
 JL0297  MODELED GRAV-     979,337.8   (mgal)                       NAVD 88
 JL0297
 JL0297  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JL0297
 JL0297.The horizontal coordinates were scaled from a topographic map and have
 JL0297.an estimated accuracy of +/- 6 seconds.
 JL0297
 JL0297.The orthometric height was determined by differential leveling
 JL0297.and adjusted by the National Geodetic Survey in 1992..
 JL0297.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JL0297.rate of 1.1 thru 2.0 mm/km.
 JL0297
 JL0297.The geoid height was determined by GEOID03.
 JL0297
 JL0297.The dynamic height is computed by dividing the NAVD 88
 JL0297.geopotential number by the normal gravity value computed on the
 JL0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0297.degrees latitude (g = 980.6199 gals.).
 JL0297
 JL0297.The modeled gravity was interpolated from observed gravity values.
 JL0297
 JL0297;                    North         East    Units  Estimated Accuracy
 JL0297;SPC CO C     -   377,470.      774,910.      MT  (+/- 180 meters Scaled)
 JL0297
 JL0297                          SUPERSEDED SURVEY CONTROL
 JL0297
 JL0297  NGVD 29 (??/??/92) 2271.471  (m)         7452.32   (f) ADJ UNCH    1 2
 JL0297
 JL0297.Superseded values are not recommended for survey control.
 JL0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0297.See file dsdata.txt to determine how the superseded data were derived.
 JL0297
 JL0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC169608(NAD 83)
 JL0297_MARKER: DD = SURVEY DISK
 JL0297_SETTING: 66 = SET IN ROCK OUTCROP
 JL0297_SP_SET: ROCK LEDGE
 JL0297_STAMPING: 7452.318
 JL0297_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0297+STABILITY: POSITION/ELEVATION WELL
 JL0297
 JL0297  HISTORY     - Date     Condition        Report By
 JL0297  HISTORY     - UNK      MONUMENTED       USGS
 JL0297  HISTORY     - 1926     GOOD             NGS
 JL0297  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0297
 JL0297                          STATION DESCRIPTION
 JL0297
 JL0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1926
 JL0297'10.9 MI SW FROM GUNNISON.
 JL0297'10.9 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0297'FROM THE STATION AT GUNNISON, GUNNISON COUNTY, AT IOLA, 1/4 MILE WEST
 JL0297'OF MILEPOST D-299, 20 FEET NORTH OF THE NORTHWEST CORNER OF IOLA HOTEL
 JL0297'ANNEX, 16-1/2 FEET HIGHER THAN THE TRACK, AND IN A LEDGE OF ROCK. A
 JL0297'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK STAMPED 7452.318.
 JL0297
 JL0297                          STATION RECOVERY (1984)
 JL0297
 JL0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0297'THIS LOCATION IS NOW THE BLUE MESA RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0105 ***********************************************************************
 JJ0105  DESIGNATION -  746+24
 JJ0105  PID         -  JJ0105
 JJ0105  STATE/COUNTY-  CO/KIOWA
 JJ0105  USGS QUAD   -  TOWNER (1968)
 JJ0105
 JJ0105                         *CURRENT SURVEY CONTROL
 JJ0105  ___________________________________________________________________
 JJ0105* NAD 83(1986)-  38 28 18.     (N)    102 04 37.     (W)     SCALED    
 JJ0105* NAVD 88     -      1198.573  (meters)    3932.32   (feet)  ADJUSTED  
 JJ0105  ___________________________________________________________________
 JJ0105  GEOID HEIGHT-         -23.38  (meters)                     GEOID03
 JJ0105  DYNAMIC HT  -        1197.473 (meters)    3928.71  (feet)  COMP
 JJ0105  MODELED GRAV-     979,669.0   (mgal)                       NAVD 88
 JJ0105
 JJ0105  VERT ORDER  -  SECOND    CLASS 0
 JJ0105
 JJ0105.The horizontal coordinates were scaled from a topographic map and have
 JJ0105.an estimated accuracy of +/- 6 seconds.
 JJ0105
 JJ0105.The orthometric height was determined by differential leveling
 JJ0105.and adjusted by the National Geodetic Survey in June 1991..
 JJ0105
 JJ0105.The geoid height was determined by GEOID03.
 JJ0105
 JJ0105.The dynamic height is computed by dividing the NAVD 88
 JJ0105.geopotential number by the normal gravity value computed on the
 JJ0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0105.degrees latitude (g = 980.6199 gals.).
 JJ0105
 JJ0105.The modeled gravity was interpolated from observed gravity values.
 JJ0105
 JJ0105;                    North         East    Units  Estimated Accuracy
 JJ0105;SPC CO S     -   510,610.    1,213,060.      MT  (+/- 180 meters Scaled)
 JJ0105
 JJ0105                          SUPERSEDED SURVEY CONTROL
 JJ0105
 JJ0105  NGVD 29 (??/??/92) 1198.077  (m)         3930.69   (f) ADJ UNCH    2 0
 JJ0105
 JJ0105.Superseded values are not recommended for survey control.
 JJ0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0105.See file dsdata.txt to determine how the superseded data were derived.
 JJ0105
 JJ0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC550621(NAD 83)
 JJ0105_MARKER: Z = SEE DESCRIPTION
 JJ0105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0105_SP_SET: CONCRETE BASE
 JJ0105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0105
 JJ0105  HISTORY     - Date     Condition        Report By
 JJ0105  HISTORY     - UNK      MONUMENTED       CGS
 JJ0105  HISTORY     - 1941     GOOD             NGS
 JJ0105
 JJ0105                          STATION DESCRIPTION
 JJ0105
 JJ0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0105'AT TOWNER.
 JJ0105'BENCH MARK IS AT TOWNER, COLO., ALONG THE MISSOURI PACIFIC R. R.
 JJ0105'IT IS THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE OF A TRAIN
 JJ0105'ORDER SIGNAL, 14 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE
 JJ0105'CENTERLINE OF THE MAIN TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0098 ***********************************************************************
 HL0098  DESIGNATION -  7465
 HL0098  PID         -  HL0098
 HL0098  STATE/COUNTY-  CO/ARCHULETA
 HL0098  USGS QUAD   -  JACKSON MOUNTAIN (1984)
 HL0098
 HL0098                         *CURRENT SURVEY CONTROL
 HL0098  ___________________________________________________________________
 HL0098* NAD 83(1986)-  37 21 01.     (N)    106 55 07.     (W)     SCALED    
 HL0098* NAVD 88     -      2276.475  (meters)    7468.74   (feet)  ADJUSTED  
 HL0098  ___________________________________________________________________
 HL0098  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 HL0098  DYNAMIC HT  -        2273.412 (meters)    7458.69  (feet)  COMP
 HL0098  MODELED GRAV-     979,203.8   (mgal)                       NAVD 88
 HL0098
 HL0098  VERT ORDER  -  SECOND    CLASS 0
 HL0098
 HL0098.The horizontal coordinates were scaled from a topographic map and have
 HL0098.an estimated accuracy of +/- 6 seconds.
 HL0098
 HL0098.The orthometric height was determined by differential leveling
 HL0098.and adjusted by the National Geodetic Survey in June 1991..
 HL0098
 HL0098.The geoid height was determined by GEOID03.
 HL0098
 HL0098.The dynamic height is computed by dividing the NAVD 88
 HL0098.geopotential number by the normal gravity value computed on the
 HL0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0098.degrees latitude (g = 980.6199 gals.).
 HL0098
 HL0098.The modeled gravity was interpolated from observed gravity values.
 HL0098
 HL0098;                    North         East    Units  Estimated Accuracy
 HL0098;SPC CO S     -   381,630.      788,720.      MT  (+/- 180 meters Scaled)
 HL0098
 HL0098                          SUPERSEDED SURVEY CONTROL
 HL0098
 HL0098  NGVD 29 (??/??/92) 2275.039  (m)         7464.02   (f) ADJ UNCH    2 0
 HL0098
 HL0098.Superseded values are not recommended for survey control.
 HL0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0098.See file dsdata.txt to determine how the superseded data were derived.
 HL0098
 HL0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB300354(NAD 83)
 HL0098_MARKER: DD = SURVEY DISK
 HL0098_SETTING: 66 = SET IN ROCK OUTCROP
 HL0098_SP_SET: SMALL ROCK
 HL0098_STAMPING: 7465
 HL0098_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0098+STABILITY: POSITION/ELEVATION WELL
 HL0098
 HL0098  HISTORY     - Date     Condition        Report By
 HL0098  HISTORY     - UNK      MONUMENTED       USGS
 HL0098  HISTORY     - 1934     GOOD             NGS
 HL0098
 HL0098                          STATION DESCRIPTION
 HL0098
 HL0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HL0098'9.1 MI NE FROM PAGOSA SPRINGS.
 HL0098'ABOUT 9.1 MILES NORTHEAST ALONG U.S. HIGHWAY 160 FROM PAGOSA SPRINGS,
 HL0098'ARCHULETA COUNTY, ABOUT 300 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 HL0098'A CONCRETE BRIDGE OVER TURKEY CREEK, ABOUT 175 FEET SOUTHEAST OF THE
 HL0098'SOUTHEAST CORNER OF THE WILLIAM WARR RANCHHOUSE, ABOUT 136 FEET EAST
 HL0098'OF THE CENTERLINE OF THE HIGHWAY, ABOUT 74.6 FEET EAST OF THE
 HL0098'SOUTHWEST CORNER OF A FIELD FENCE, IN THE TOP OF A SMALL ROCK BURIED
 HL0098'IN THE GROUND, AND 1 FOOT NORTH OF AN EAST-AND-WEST FENCE.  A UNITED
 HL0098'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 7465.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0372 ***********************************************************************
 JL0372  DESIGNATION -  7471.574
 JL0372  PID         -  JL0372
 JL0372  STATE/COUNTY-  CO/MONTROSE
 JL0372  USGS QUAD   -  CIMARRON (1983)
 JL0372
 JL0372                         *CURRENT SURVEY CONTROL
 JL0372  ___________________________________________________________________
 JL0372* NAD 83(1986)-  38 26 23.     (N)    107 36 18.     (W)     SCALED    
 JL0372* NAVD 88     -      2278.308  (meters)    7474.75   (feet)  POSTED    
 JL0372  ___________________________________________________________________
 JL0372  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 JL0372  DYNAMIC HT  -        2275.530 (meters)    7465.63  (feet)  COMP
 JL0372  MODELED GRAV-     979,325.6   (mgal)                       NAVD 88
 JL0372
 JL0372  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JL0372
 JL0372.The horizontal coordinates were scaled from a topographic map and have
 JL0372.an estimated accuracy of +/- 6 seconds.
 JL0372
 JL0372.The orthometric height was determined by differential leveling
 JL0372.and adjusted by the National Geodetic Survey in 1992..
 JL0372.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JL0372.rate of 1.1 thru 2.0 mm/km.
 JL0372
 JL0372.The geoid height was determined by GEOID03.
 JL0372
 JL0372.The dynamic height is computed by dividing the NAVD 88
 JL0372.geopotential number by the normal gravity value computed on the
 JL0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0372.degrees latitude (g = 980.6199 gals.).
 JL0372
 JL0372.The modeled gravity was interpolated from observed gravity values.
 JL0372
 JL0372;                    North         East    Units  Estimated Accuracy
 JL0372;SPC CO S     -   503,660.      730,640.      MT  (+/- 180 meters Scaled)
 JL0372
 JL0372                          SUPERSEDED SURVEY CONTROL
 JL0372
 JL0372  NGVD 29 (??/??/92) 2276.830  (m)         7469.90   (f) ADJ UNCH    1 2
 JL0372
 JL0372.Superseded values are not recommended for survey control.
 JL0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0372.See file dsdata.txt to determine how the superseded data were derived.
 JL0372
 JL0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC726578(NAD 83)
 JL0372_MARKER: DD = SURVEY DISK
 JL0372_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JL0372_SP_SET: UNSPEC. ROCK
 JL0372_STAMPING: 7469.900
 JL0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0372
 JL0372  HISTORY     - Date     Condition        Report By
 JL0372  HISTORY     - UNK      MONUMENTED       USGS
 JL0372  HISTORY     - 1908     GOOD             NGS
 JL0372  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0372
 JL0372                          STATION DESCRIPTION
 JL0372
 JL0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1908
 JL0372'3.0 MI W FROM CIMARRON.
 JL0372'3.0 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JL0372'THE STATION AT CIMARRON, MONTROSE COUNTY, 65 FEET WEST OF MILEPOST
 JL0372'D-332, 20 FEET NORTH OF THE TRACK, AND IN A SMALL ROCK 6 INCHES
 JL0372'UNDERGROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 JL0372'7469.900.
 JL0372
 JL0372                          STATION RECOVERY (1984)
 JL0372
 JL0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0372'THE OLD RAILROAD BED HAS BEEN GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0108 ***********************************************************************
 JJ0108  DESIGNATION -  747+17
 JJ0108  PID         -  JJ0108
 JJ0108  STATE/COUNTY-  CO/KIOWA
 JJ0108  USGS QUAD   -  TOWNER (1968)
 JJ0108
 JJ0108                         *CURRENT SURVEY CONTROL
 JJ0108  ___________________________________________________________________
 JJ0108* NAD 83(1986)-  38 28 19.     (N)    102 05 40.     (W)     SCALED    
 JJ0108* NAVD 88     -      1200.609  (meters)    3939.00   (feet)  ADJUSTED  
 JJ0108  ___________________________________________________________________
 JJ0108  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 JJ0108  DYNAMIC HT  -        1199.505 (meters)    3935.38  (feet)  COMP
 JJ0108  MODELED GRAV-     979,667.5   (mgal)                       NAVD 88
 JJ0108
 JJ0108  VERT ORDER  -  SECOND    CLASS 0
 JJ0108
 JJ0108.The horizontal coordinates were scaled from a topographic map and have
 JJ0108.an estimated accuracy of +/- 6 seconds.
 JJ0108
 JJ0108.The orthometric height was determined by differential leveling
 JJ0108.and adjusted by the National Geodetic Survey in June 1991..
 JJ0108
 JJ0108.The geoid height was determined by GEOID03.
 JJ0108
 JJ0108.The dynamic height is computed by dividing the NAVD 88
 JJ0108.geopotential number by the normal gravity value computed on the
 JJ0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0108.degrees latitude (g = 980.6199 gals.).
 JJ0108
 JJ0108.The modeled gravity was interpolated from observed gravity values.
 JJ0108
 JJ0108;                    North         East    Units  Estimated Accuracy
 JJ0108;SPC CO S     -   510,580.    1,211,530.      MT  (+/- 180 meters Scaled)
 JJ0108
 JJ0108                          SUPERSEDED SURVEY CONTROL
 JJ0108
 JJ0108  NGVD 29 (??/??/92) 1200.111  (m)         3937.36   (f) ADJ UNCH    2 0
 JJ0108
 JJ0108.Superseded values are not recommended for survey control.
 JJ0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0108.See file dsdata.txt to determine how the superseded data were derived.
 JJ0108
 JJ0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC534621(NAD 83)
 JJ0108_MARKER: X = CHISELED CROSS
 JJ0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0108_SP_SET: CULVERT
 JJ0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0108
 JJ0108  HISTORY     - Date     Condition        Report By
 JJ0108  HISTORY     - UNK      MONUMENTED       CGS
 JJ0108  HISTORY     - 1941     GOOD             NGS
 JJ0108
 JJ0108                          STATION DESCRIPTION
 JJ0108
 JJ0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0108'0.8 MI W FROM TOWNER.
 JJ0108'TO REACH THE BENCH MARK GO 0.8 MILE WEST ALONG THE MISSOURI
 JJ0108'PACIFIC R. R. FROM THE RAILROAD STATION IN TOWNER TO THE SITE OF
 JJ0108'BENCH MARK.  BENCH MARK IS A CHISELED CROSS ON TOP OF THE SOUTHWEST
 JJ0108'CORNER OF THE SOUTH HEADWALL OF A DOUBLE 2 BY 4 FOOT CONCRETE
 JJ0108'CULVERT, 12 FEET SOUTH OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE
 JJ0108'OF THE RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0755 ***********************************************************************
 KK0755  DESIGNATION -  7492.88
 KK0755  PID         -  KK0755
 KK0755  STATE/COUNTY-  CO/DOUGLAS
 KK0755  USGS QUAD   -  WESTCREEK (1994)
 KK0755
 KK0755                         *CURRENT SURVEY CONTROL
 KK0755  ___________________________________________________________________
 KK0755* NAD 83(1986)-  39 09 08.     (N)    105 09 46.     (W)     SCALED    
 KK0755* NAVD 88     -      2284.903  (meters)    7496.39   (feet)  ADJUSTED  
 KK0755  ___________________________________________________________________
 KK0755  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 KK0755  DYNAMIC HT  -        2282.332 (meters)    7487.95  (feet)  COMP
 KK0755  MODELED GRAV-     979,419.7   (mgal)                       NAVD 88
 KK0755
 KK0755  VERT ORDER  -  SECOND    CLASS 0
 KK0755
 KK0755.The horizontal coordinates were scaled from a topographic map and have
 KK0755.an estimated accuracy of +/- 6 seconds.
 KK0755
 KK0755.The orthometric height was determined by differential leveling
 KK0755.and adjusted by the National Geodetic Survey in June 1991..
 KK0755
 KK0755.The geoid height was determined by GEOID03.
 KK0755
 KK0755.The dynamic height is computed by dividing the NAVD 88
 KK0755.geopotential number by the normal gravity value computed on the
 KK0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0755.degrees latitude (g = 980.6199 gals.).
 KK0755
 KK0755.The modeled gravity was interpolated from observed gravity values.
 KK0755
 KK0755;                    North         East    Units  Estimated Accuracy
 KK0755;SPC CO C     -   451,260.      943,550.      MT  (+/- 180 meters Scaled)
 KK0755
 KK0755                          SUPERSEDED SURVEY CONTROL
 KK0755
 KK0755  NGVD 29 (??/??/92) 2283.693  (m)         7492.42   (f) ADJ UNCH    2 0
 KK0755
 KK0755.Superseded values are not recommended for survey control.
 KK0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0755.See file dsdata.txt to determine how the superseded data were derived.
 KK0755
 KK0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD859336(NAD 83)
 KK0755_MARKER: DD = SURVEY DISK
 KK0755_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0755_SP_SET: FOUNDATION
 KK0755_STAMPING: 7492.88 1926
 KK0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0755
 KK0755  HISTORY     - Date     Condition        Report By
 KK0755  HISTORY     - 1926     MONUMENTED       BPR
 KK0755  HISTORY     - 1952     GOOD             NGS
 KK0755
 KK0755                          STATION DESCRIPTION
 KK0755
 KK0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KK0755'AT WEST CREEK.
 KK0755'AT WEST CREEK, 17.6 FEET SOUTHEAST OF THE CENTER OF THE EAST
 KK0755'ENTRANCE TO THE JAY HAWK LODGE, 19 FEET WEST OF THE CENTER LINE
 KK0755'OF A NORTH AND SOUTH GRAVELED ROAD, AT A CHEVRON SERVICE
 KK0755'STATION, SET IN THE TOP OF THE CENTER OF THE CONCRETE
 KK0755'FOUNDATION OF THE GASOLINE TANKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1308 ***********************************************************************
 LL1308  DESIGNATION -  7494=LIVERMORE
 LL1308  PID         -  LL1308
 LL1308  STATE/COUNTY-  CO/LARIMER
 LL1308  USGS QUAD   -  LIVERMORE MOUNTAIN (1960)
 LL1308
 LL1308                         *CURRENT SURVEY CONTROL
 LL1308  ___________________________________________________________________
 LL1308* NAD 83(1992)-  40 45 25.69522(N)    105 17 32.51012(W)     ADJUSTED  
 LL1308* NAVD 88     -      2288.4    (meters)    7508.     (feet)  VERTCON   
 LL1308  ___________________________________________________________________
 LL1308  LAPLACE CORR-         -15.92  (seconds)                    DEFLEC99
 LL1308  GEOID HEIGHT-         -13.90  (meters)                     GEOID03
 LL1308
 LL1308  HORZ ORDER  -  SECOND
 LL1308
 LL1308.The horizontal coordinates were established by classical geodetic methods
 LL1308.and adjusted by the National Geodetic Survey in January 1993..
 LL1308
 LL1308.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1308
 LL1308.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1308
 LL1308.The geoid height was determined by GEOID03.
 LL1308
 LL1308;                    North         East     Units Scale Factor Converg.
 LL1308;SPC CO N     -   462,912.198   931,935.206   MT  0.99999585   +0 08 03.0
 LL1308;SPC CO N     - 1,518,737.77  3,057,524.09   sFT  0.99999585   +0 08 03.0
 LL1308;UTM  13      - 4,511,838.703   475,321.699   MT  0.99960750   -0 11 27.1
 LL1308
 LL1308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1308!SPC CO N     -   0.99964333  x   0.99999585  =   0.99963918
 LL1308!UTM  13      -   0.99964333  x   0.99960750  =   0.99925097
 LL1308
 LL1308|---------------------------------------------------------------------|
 LL1308| PID    Reference Object                     Distance      Geod. Az  |
 LL1308|                                                           dddmmss.s |
 LL1308| CP7638 LIVERMORE RM 1                        7.965 METERS 13443     |
 LL1308| LL1298 HORSETOOTH                          APPROX.25.5 KM 1612750.3 |
 LL1308| CP7637 LIVERMORE AZ MK                                    2161917.1 |
 LL1308| CP7639 LIVERMORE RM 2                        8.377 METERS 28723     |
 LL1308|---------------------------------------------------------------------|
 LL1308
 LL1308                          SUPERSEDED SURVEY CONTROL
 LL1308
 LL1308  NAD 83(1986)-  40 45 25.69051(N)    105 17 32.50944(W) AD(       ) 2
 LL1308  NAD 27      -  40 45 25.76100(N)    105 17 30.56600(W) AD(       ) 2
 LL1308  NGVD 29 (07/19/86) 2287.4    (m)         7505.     (f) VERT ANG       
 LL1308
 LL1308.Superseded values are not recommended for survey control.
 LL1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1308.See file dsdata.txt to determine how the superseded data were derived.
 LL1308
 LL1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF7532211839(NAD 83)
 LL1308_MARKER: DD = SURVEY DISK
 LL1308_SETTING: 66 = SET IN ROCK OUTCROP
 LL1308
 LL1308  HISTORY     - Date     Condition        Report By
 LL1308  HISTORY     - 1949     MONUMENTED       USGS
 LL1308  HISTORY     - 1967     GOOD             USGS
 LL1308  HISTORY     - 1967     GOOD             USGS
 LL1308
 LL1308                          STATION DESCRIPTION
 LL1308
 LL1308'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (DHK)
 LL1308'THE STATION IS LOCATED ABOUT 3.0 MILES AIRLINE SOUTHWEST OF
 LL1308'LIVERMORE POST OFFICE ON THE HIGHEST POINT OF A ROCKY AND
 LL1308'WOODED MOUNTAIN.  THE STATION MARK IS A U.S. GEOLOGICAL SURVEY
 LL1308'BENCH MARK SET IN BEDROCK.  IT PROJECTS 10 INCHES AND IS
 LL1308'STAMPED, 7494.
 LL1308'
 LL1308'REFERENCE MARK NO. 1 PROJECTS 8 INCHES, IS 3 FEET LOWER THAN
 LL1308'THE STATION MARK AND IS STAMPED, LIVERMORE NO 1, 1949.
 LL1308'
 LL1308'REFERENCE MARK NO. 2 PROJECTS 18 INCHES, IS 2 FEET LOWER THAN
 LL1308'THE STATION MARK AND IS STAMPED, LIVERMORE NO 2 1949.
 LL1308'
 LL1308'THE AZIMUTH MARK IS SET ON THE EAST SLOPE OF A GRASSY RIDGE
 LL1308'15 FEET EAST OF A TRACK ROAD AND 3 FEET WEST OF A WHITE WITNESS
 LL1308'POST.  IT IS STAMPED, LIVERMORE 1949.
 LL1308'
 LL1308'TO REACH THE STATION FROM THE LIVERMORE POST OFFICE.  GO WESTERLY
 LL1308'ON A GRADED ROAD 7.1 MILES TO SUMMIT IN A SADDLE.  HERE TAKE
 LL1308'DOWN FENCE ON LEFT AND FOLLOW TRACK ROAD ALONG TOP OF RIDGE
 LL1308'0.55 MILE TO A GATE.  CONTINUE ON ROAD 1.55 MILES TO ANOTHER
 LL1308'GATE.  CONTINUE ON ROAD 0.75 MILE TO A FORK.  TURN LEFT, GO
 LL1308'0.5 MILE TO A ROCK CABIN ON RIGHT.  CONTINUE 0.2 MILE TO
 LL1308'AZIMUTH MARK ON RIGHT.  CONTINUE 0.05 MILE TO A WASH AND END
 LL1308'OF TRUCK TRAVEL.  FROM HERE WALK NORTHERLY TO A FENCE THEN
 LL1308'FOLLOW FENCE TO RIGHT, THEN UP RIDGE TO HIGHEST POINT AND
 LL1308'STATION.  A 45 MINUTE PACK.
 LL1308
 LL1308                          STATION RECOVERY (1967)
 LL1308
 LL1308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LL1308'STATION MARK WAS RECOVERED IN GOOD CONDITION.  REACHED BY
 LL1308'HELICOPTER.  ALL DESCRIPTIONS FAIL TO MENTION CORRECT STAMPING
 LL1308'FOUND ON TABLET.  7494 VA
 LL1308
 LL1308                          STATION RECOVERY (1967)
 LL1308
 LL1308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LL1308'ON HIGHEST POINT OF A ROCKY MOUNTAIN, ABOUT 3 MI. SW. OF LIVERMORE
 LL1308'POST OFFICE.  IT IS BETWEEN LONE PINE CREEK AND MAIN NORTH FORK OF
 LL1308'CACHE LA POUDRE RIVER.  IT IS ABOUT 4 MI. N. OF --GREY ROCK--, A
 LL1308'BARE PEAK WITH CLIFF ON E., S., AND W.  HORSES RIDDEN TO STATION.
 LL1308'EASILY REACHED VIA LONG RIDGE SW. FROM LIVERMORE POST OFFICE VIA
 LL1308'GRIFFITHS RANCH.
 LL1308'
 LL1308'STATION MARK--A BRONZE USGS TABLET CEMENTED IN SOLID ROCK, IT PROJECTS
 LL1308'10 IN. AND IS STAMPED ---7494---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0913 ***********************************************************************
 LL0913  DESIGNATION -  7501
 LL0913  PID         -  LL0913
 LL0913  STATE/COUNTY-  CO/LARIMER
 LL0913  USGS QUAD   -  KINIKINIK (1962)
 LL0913
 LL0913                         *CURRENT SURVEY CONTROL
 LL0913  ___________________________________________________________________
 LL0913* NAD 83(1986)-  40 42 01.     (N)    105 39 16.     (W)     SCALED    
 LL0913* NAVD 88     -      2287.123  (meters)    7503.67   (feet)  ADJUSTED  
 LL0913  ___________________________________________________________________
 LL0913  GEOID HEIGHT-         -11.47  (meters)                     GEOID03
 LL0913  DYNAMIC HT  -        2284.828 (meters)    7496.14  (feet)  COMP
 LL0913  MODELED GRAV-     979,539.2   (mgal)                       NAVD 88
 LL0913
 LL0913  VERT ORDER  -  SECOND    CLASS 0
 LL0913
 LL0913.The horizontal coordinates were scaled from a topographic map and have
 LL0913.an estimated accuracy of +/- 6 seconds.
 LL0913
 LL0913.The orthometric height was determined by differential leveling
 LL0913.and adjusted by the National Geodetic Survey in June 1991..
 LL0913
 LL0913.The geoid height was determined by GEOID03.
 LL0913
 LL0913.The dynamic height is computed by dividing the NAVD 88
 LL0913.geopotential number by the normal gravity value computed on the
 LL0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0913.degrees latitude (g = 980.6199 gals.).
 LL0913
 LL0913.The modeled gravity was interpolated from observed gravity values.
 LL0913
 LL0913;                    North         East    Units  Estimated Accuracy
 LL0913;SPC CO N     -   456,590.      901,350.      MT  (+/- 180 meters Scaled)
 LL0913
 LL0913                          SUPERSEDED SURVEY CONTROL
 LL0913
 LL0913  NGVD 29 (??/??/92) 2285.854  (m)         7499.51   (f) ADJ UNCH    2 0
 LL0913
 LL0913.Superseded values are not recommended for survey control.
 LL0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0913.See file dsdata.txt to determine how the superseded data were derived.
 LL0913
 LL0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF447056(NAD 83)
 LL0913_MARKER: DD = SURVEY DISK
 LL0913_SETTING: 80 = SET IN A BOULDER
 LL0913_STAMPING: 7501
 LL0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0913+STABILITY: SURFACE MOTION
 LL0913
 LL0913  HISTORY     - Date     Condition        Report By
 LL0913  HISTORY     - UNK      MONUMENTED       USGS
 LL0913  HISTORY     - 1934     GOOD             NGS
 LL0913
 LL0913                          STATION DESCRIPTION
 LL0913
 LL0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LL0913'2.2 MI E FROM HOME.
 LL0913'2.25 MILES EAST OF HOME 16.7 MILES N.E. OF CHAMBERS LAKE, ALONG
 LL0913'STATE HWY NO. 14 FROM JCT. OF ROADS ON STATE HIGHWAY NO. 14, 2.25
 LL0913'MILES EAST OF HOME, LARIMER COUNTY, COLORADO, 280 FEET SOUTHEAST
 LL0913'OF SOUTHEAST CORNER OF IDYLWILD COTTAGE, 30 FEET NORTH OF CENTERLINE
 LL0913'OF ROAD, IN TOP SURFACE OF BOULDER 6 FEET SQUARE AND 3 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0310 ***********************************************************************
 KL0310  DESIGNATION -  7516
 KL0310  PID         -  KL0310
 KL0310  STATE/COUNTY-  CO/PITKIN
 KL0310  USGS QUAD   -  WOODY CREEK (1987)
 KL0310
 KL0310                         *CURRENT SURVEY CONTROL
 KL0310  ___________________________________________________________________
 KL0310* NAD 83(1986)-  39 15 17.     (N)    106 52 45.     (W)     SCALED    
 KL0310* NAVD 88     -      2291.650  (meters)    7518.52   (feet)  ADJUSTED  
 KL0310  ___________________________________________________________________
 KL0310  GEOID HEIGHT-         -13.83  (meters)                     GEOID03
 KL0310  DYNAMIC HT  -        2288.928 (meters)    7509.59  (feet)  COMP
 KL0310  MODELED GRAV-     979,357.9   (mgal)                       NAVD 88
 KL0310
 KL0310  VERT ORDER  -  SECOND    CLASS 0
 KL0310
 KL0310.The horizontal coordinates were scaled from a topographic map and have
 KL0310.an estimated accuracy of +/- 6 seconds.
 KL0310
 KL0310.The orthometric height was determined by differential leveling
 KL0310.and adjusted by the National Geodetic Survey in June 1991..
 KL0310
 KL0310.The geoid height was determined by GEOID03.
 KL0310
 KL0310.The dynamic height is computed by dividing the NAVD 88
 KL0310.geopotential number by the normal gravity value computed on the
 KL0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0310.degrees latitude (g = 980.6199 gals.).
 KL0310
 KL0310.The modeled gravity was interpolated from observed gravity values.
 KL0310
 KL0310;                    North         East    Units  Estimated Accuracy
 KL0310;SPC CO C     -   463,490.      795,370.      MT  (+/- 180 meters Scaled)
 KL0310
 KL0310                          SUPERSEDED SURVEY CONTROL
 KL0310
 KL0310  NGVD 29 (??/??/92) 2290.123  (m)         7513.51   (f) ADJ UNCH    2 0
 KL0310
 KL0310.Superseded values are not recommended for survey control.
 KL0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0310.See file dsdata.txt to determine how the superseded data were derived.
 KL0310
 KL0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD378467(NAD 83)
 KL0310_MARKER: DD = SURVEY DISK
 KL0310_SETTING: 80 = SET IN A BOULDER
 KL0310_SP_SET: BOULDER
 KL0310_STAMPING: 7516 1909
 KL0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0310+STABILITY: SURFACE MOTION
 KL0310
 KL0310  HISTORY     - Date     Condition        Report By
 KL0310  HISTORY     - 1909     MONUMENTED       USGS
 KL0310  HISTORY     - 1934     GOOD             NGS
 KL0310  HISTORY     - 1971     GOOD             NGS
 KL0310
 KL0310                          STATION DESCRIPTION
 KL0310
 KL0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KL0310'2.4 MI SE FROM WOODY CREEK.
 KL0310'2.4 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KL0310'FROM THE STATION AT WOODY CREEK, PITKIN COUNTY, 1,000 FEET WEST OF THE
 KL0310'GRAY RANCH HOUSE, 30 FEET SOUTHWEST OF THE TRACK, AND IN A LARGE
 KL0310'BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 KL0310'7516 1909.
 KL0310
 KL0310                          STATION RECOVERY (1971)
 KL0310
 KL0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KL0310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0785 ***********************************************************************
 LL0785  DESIGNATION -  7522
 LL0785  PID         -  LL0785
 LL0785  STATE/COUNTY-  CO/LARIMER
 LL0785  USGS QUAD   -  ESTES PARK (1977)
 LL0785
 LL0785                         *CURRENT SURVEY CONTROL
 LL0785  ___________________________________________________________________
 LL0785* NAD 83(1986)-  40 22 37.     (N)    105 31 17.     (W)     SCALED    
 LL0785* NAVD 88     -      2293.849  (meters)    7525.74   (feet)  ADJUSTED  
 LL0785  ___________________________________________________________________
 LL0785  GEOID HEIGHT-         -12.57  (meters)                     GEOID03
 LL0785  DYNAMIC HT  -        2291.487 (meters)    7517.99  (feet)  COMP
 LL0785  MODELED GRAV-     979,513.1   (mgal)                       NAVD 88
 LL0785
 LL0785  VERT ORDER  -  SECOND    CLASS 0
 LL0785
 LL0785.The horizontal coordinates were scaled from a topographic map and have
 LL0785.an estimated accuracy of +/- 6 seconds.
 LL0785
 LL0785.The orthometric height was determined by differential leveling
 LL0785.and adjusted by the National Geodetic Survey in June 1991..
 LL0785
 LL0785.The geoid height was determined by GEOID03.
 LL0785
 LL0785.The dynamic height is computed by dividing the NAVD 88
 LL0785.geopotential number by the normal gravity value computed on the
 LL0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0785.degrees latitude (g = 980.6199 gals.).
 LL0785
 LL0785.The modeled gravity was interpolated from observed gravity values.
 LL0785
 LL0785;                    North         East    Units  Estimated Accuracy
 LL0785;SPC CO N     -   420,670.      912,590.      MT  (+/- 180 meters Scaled)
 LL0785
 LL0785                          SUPERSEDED SURVEY CONTROL
 LL0785
 LL0785  NGVD 29 (??/??/92) 2292.573  (m)         7521.55   (f) ADJ UNCH    2 0
 LL0785
 LL0785.Superseded values are not recommended for survey control.
 LL0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0785.See file dsdata.txt to determine how the superseded data were derived.
 LL0785
 LL0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE557697(NAD 83)
 LL0785_MARKER: DD = SURVEY DISK
 LL0785_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0785_SP_SET: SIDEWALK
 LL0785_STAMPING: 7522.207
 LL0785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0785_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LL0785+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2006
 LL0785
 LL0785  HISTORY     - Date     Condition        Report By
 LL0785  HISTORY     - UNK      MONUMENTED       USGS
 LL0785  HISTORY     - 1951     GOOD             NGS
 LL0785  HISTORY     - 20060614 GOOD             USPSQD
 LL0785
 LL0785                          STATION DESCRIPTION
 LL0785
 LL0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LL0785'AT ESTES PARK.
 LL0785'AT ESTES PARK, AT THE SOUTHWEST CORNER OF THE POLICE STATION,
 LL0785'10 FEET SOUTH OF THE SOUTH EDGE OF THE DOOR TO THE ESTES PARK
 LL0785'MUNICIPAL UTILITIES OFFICE, 23 FEET WEST OF THE WEST EDGE OF
 LL0785'THE DOOR TO THE POLICE STATION, 4 FEET NORTHEAST OF THE SOUTHWEST
 LL0785'CORNER OF THE BUILDING, SET IN THE TOP OF A CONCRETE WALK.
 LL0785
 LL0785                          STATION RECOVERY (2006)
 LL0785
 LL0785'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 LL0785'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0091 ***********************************************************************
 JM0091  DESIGNATION -  7526
 JM0091  PID         -  JM0091
 JM0091  STATE/COUNTY-  CO/SAN MIGUEL
 JM0091  USGS QUAD   -  PLACERVILLE (1953)
 JM0091
 JM0091                         *CURRENT SURVEY CONTROL
 JM0091  ___________________________________________________________________
 JM0091* NAD 83(1986)-  38 02 34.     (N)    108 02 16.     (W)     SCALED    
 JM0091* NAVD 88     -      2294.573  (meters)    7528.11   (feet)  ADJUSTED  
 JM0091  ___________________________________________________________________
 JM0091  GEOID HEIGHT-         -16.69  (meters)                     GEOID03
 JM0091  DYNAMIC HT  -        2291.586 (meters)    7518.31  (feet)  COMP
 JM0091  MODELED GRAV-     979,246.1   (mgal)                       NAVD 88
 JM0091
 JM0091  VERT ORDER  -  SECOND    CLASS 0
 JM0091
 JM0091.The horizontal coordinates were scaled from a topographic map and have
 JM0091.an estimated accuracy of +/- 6 seconds.
 JM0091
 JM0091.The orthometric height was determined by differential leveling
 JM0091.and adjusted by the National Geodetic Survey in June 1991..
 JM0091
 JM0091.The geoid height was determined by GEOID03.
 JM0091
 JM0091.The dynamic height is computed by dividing the NAVD 88
 JM0091.geopotential number by the normal gravity value computed on the
 JM0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0091.degrees latitude (g = 980.6199 gals.).
 JM0091
 JM0091.The modeled gravity was interpolated from observed gravity values.
 JM0091
 JM0091;                    North         East    Units  Estimated Accuracy
 JM0091;SPC CO S     -   460,550.      691,670.      MT  (+/- 180 meters Scaled)
 JM0091
 JM0091                          SUPERSEDED SURVEY CONTROL
 JM0091
 JM0091  NGVD 29 (??/??/92) 2293.092  (m)         7523.25   (f) ADJ UNCH    2 0
 JM0091
 JM0091.Superseded values are not recommended for survey control.
 JM0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0091.See file dsdata.txt to determine how the superseded data were derived.
 JM0091
 JM0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH599147(NAD 83)
 JM0091_MARKER: DD = SURVEY DISK
 JM0091_SETTING: 80 = SET IN A BOULDER
 JM0091_SP_SET: BOULDER
 JM0091_STAMPING: 7526
 JM0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0091+STABILITY: SURFACE MOTION
 JM0091
 JM0091  HISTORY     - Date     Condition        Report By
 JM0091  HISTORY     - UNK      MONUMENTED       USGS
 JM0091  HISTORY     - 1934     GOOD             NGS
 JM0091
 JM0091                          STATION DESCRIPTION
 JM0091
 JM0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JM0091'2.7 MI NE FROM PLACERVILLE.
 JM0091'2.7 MILES NORTHEAST OF, ALONG R.G.S. R.R. FROM PLACERVILLE RAILROAD
 JM0091'STA.  ABOUT 0.2 MILE SOUTH OF INTERSECTION OF HIGHWAY WITH RAILROAD.
 JM0091'100 FEET NORTH OF MILE POST R-24.  75 FEET WEST OF CENTERLINE OF RIO
 JM0091'GRANDE SOUTHERN R.R.  15 FEET WEST OF CENTERLINE OF STATE HWY. 62.
 JM0091'BRONZE TABLET SET HORIZONTALLY IN TOP OF LARGE SANDSTONE BOULDER, 10
 JM0091'FT. LONG 8 FT. WIDE, 6 FT. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0304 ***********************************************************************
 HK0304  DESIGNATION -  7531
 HK0304  PID         -  HK0304
 HK0304  STATE/COUNTY-  CO/ALAMOSA
 HK0304  USGS QUAD   -  ALAMOSA EAST (1966)
 HK0304
 HK0304                         *CURRENT SURVEY CONTROL
 HK0304  ___________________________________________________________________
 HK0304* NAD 83(1986)-  37 27 44.     (N)    105 48 10.     (W)     SCALED    
 HK0304* NAVD 88     -      2296.061  (meters)    7532.99   (feet)  POSTED    
 HK0304  ___________________________________________________________________
 HK0304  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 HK0304  DYNAMIC HT  -        2293.050 (meters)    7523.11  (feet)  COMP
 HK0304  MODELED GRAV-     979,238.7   (mgal)                       NAVD 88
 HK0304
 HK0304  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 HK0304
 HK0304.The horizontal coordinates were scaled from a topographic map and have
 HK0304.an estimated accuracy of +/- 6 seconds.
 HK0304
 HK0304.The orthometric height was determined by differential leveling
 HK0304.and adjusted by the National Geodetic Survey in 1992..
 HK0304.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 HK0304.rate of 4.1 thru 8.0 mm/km.
 HK0304
 HK0304.The geoid height was determined by GEOID03.
 HK0304
 HK0304.The dynamic height is computed by dividing the NAVD 88
 HK0304.geopotential number by the normal gravity value computed on the
 HK0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0304.degrees latitude (g = 980.6199 gals.).
 HK0304
 HK0304.The modeled gravity was interpolated from observed gravity values.
 HK0304
 HK0304;                    North         East    Units  Estimated Accuracy
 HK0304;SPC CO S     -   393,140.      887,620.      MT  (+/- 180 meters Scaled)
 HK0304
 HK0304                          SUPERSEDED SURVEY CONTROL
 HK0304
 HK0304  NGVD 29 (??/??/92) 2294.870  (m)         7529.09   (f) ADJ UNCH    2 0
 HK0304
 HK0304.Superseded values are not recommended for survey control.
 HK0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0304.See file dsdata.txt to determine how the superseded data were derived.
 HK0304
 HK0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB290464(NAD 83)
 HK0304_MARKER: P = PIPE CAP
 HK0304_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HK0304_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HK0304_STAMPING: 7531
 HK0304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0304
 HK0304  HISTORY     - Date     Condition        Report By
 HK0304  HISTORY     - UNK      MONUMENTED       USGS
 HK0304  HISTORY     - 1938     GOOD             NGS
 HK0304  HISTORY     - 1984     MARK NOT FOUND   NGS
 HK0304
 HK0304                          STATION DESCRIPTION
 HK0304
 HK0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HK0304'3.4 MI E FROM ALAMOSA.
 HK0304'3.4 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 HK0304'THE STATION AT ALAMOSA, 116 FEET NORTH OF A ROAD CROSSING AT HAYS,
 HK0304'9 POLES WEST OF MILEPOST 248, 46 FEET SOUTHEAST OF A ROAD LEADING
 HK0304'EAST, AND 36 FEET EAST OF A ROAD LEADING SOUTH ACROSS THE TRACK.
 HK0304'RIVETED ON THE TOP OF A 3 1/2 INCH IRON PIPE PROJECTING ABOUT 14
 HK0304'INCHES ABOVE GROUND.
 HK0304
 HK0304                          STATION RECOVERY (1984)
 HK0304
 HK0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0116 ***********************************************************************
 JJ0116  DESIGNATION -  753+26
 JJ0116  PID         -  JJ0116
 JJ0116  STATE/COUNTY-  CO/KIOWA
 JJ0116  USGS QUAD   -  STUART (1968)
 JJ0116
 JJ0116                         *CURRENT SURVEY CONTROL
 JJ0116  ___________________________________________________________________
 JJ0116* NAD 83(1986)-  38 28 16.     (N)    102 12 31.     (W)     SCALED    
 JJ0116* NAVD 88     -      1224.428  (meters)    4017.14   (feet)  ADJUSTED  
 JJ0116  ___________________________________________________________________
 JJ0116  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 JJ0116  DYNAMIC HT  -        1223.291 (meters)    4013.41  (feet)  COMP
 JJ0116  MODELED GRAV-     979,657.8   (mgal)                       NAVD 88
 JJ0116
 JJ0116  VERT ORDER  -  SECOND    CLASS 0
 JJ0116
 JJ0116.The horizontal coordinates were scaled from a topographic map and have
 JJ0116.an estimated accuracy of +/- 6 seconds.
 JJ0116
 JJ0116.The orthometric height was determined by differential leveling
 JJ0116.and adjusted by the National Geodetic Survey in June 1991..
 JJ0116
 JJ0116.The geoid height was determined by GEOID03.
 JJ0116
 JJ0116.The dynamic height is computed by dividing the NAVD 88
 JJ0116.geopotential number by the normal gravity value computed on the
 JJ0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0116.degrees latitude (g = 980.6199 gals.).
 JJ0116
 JJ0116.The modeled gravity was interpolated from observed gravity values.
 JJ0116
 JJ0116;                    North         East    Units  Estimated Accuracy
 JJ0116;SPC CO S     -   510,130.    1,201,580.      MT  (+/- 180 meters Scaled)
 JJ0116
 JJ0116                          SUPERSEDED SURVEY CONTROL
 JJ0116
 JJ0116  NGVD 29 (??/??/92) 1223.913  (m)         4015.45   (f) ADJ UNCH    2 0
 JJ0116
 JJ0116.Superseded values are not recommended for survey control.
 JJ0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0116.See file dsdata.txt to determine how the superseded data were derived.
 JJ0116
 JJ0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC435617(NAD 83)
 JJ0116_MARKER: R = RIVET
 JJ0116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0116_SP_SET: CULVERT
 JJ0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0116
 JJ0116  HISTORY     - Date     Condition        Report By
 JJ0116  HISTORY     - UNK      MONUMENTED       CGS
 JJ0116  HISTORY     - 1941     GOOD             NGS
 JJ0116
 JJ0116                          STATION DESCRIPTION
 JJ0116
 JJ0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0116'4.5 MI E FROM SHERIDAN LAKE.
 JJ0116'TO REACH BENCH MARK FROM THE RAILROAD STATION GO 4.5 MILES EAST ALONG
 JJ0116'THE MISSOURI PACIFIC R. R. TO THE SITE OF BENCH MARK.  BENCH MARK
 JJ0116'IS A MONEL METAL RIVET SET IN TOP OF THE SOUTHWEST CORNER OF THE
 JJ0116'SOUTH HEADWALL OF A CONCRETE CULVERT, 15 FEET SOUTH OF AND ABOUT
 JJ0116'ONE FOOT BELOW THE CENTERLINE OF THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0293 ***********************************************************************
 HK0293  DESIGNATION -  7537
 HK0293  PID         -  HK0293
 HK0293  STATE/COUNTY-  CO/ALAMOSA
 HK0293  USGS QUAD   -  ALAMOSA WEST (1966)
 HK0293
 HK0293                         *CURRENT SURVEY CONTROL
 HK0293  ___________________________________________________________________
 HK0293* NAD 83(1986)-  37 25 45.     (N)    105 53 29.     (W)     SCALED    
 HK0293* NAVD 88     -      2297.954  (meters)    7539.20   (feet)  POSTED    
 HK0293  ___________________________________________________________________
 HK0293  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 HK0293  DYNAMIC HT  -        2294.930 (meters)    7529.28  (feet)  COMP
 HK0293  MODELED GRAV-     979,232.1   (mgal)                       NAVD 88
 HK0293
 HK0293  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 HK0293
 HK0293.The horizontal coordinates were scaled from a topographic map and have
 HK0293.an estimated accuracy of +/- 6 seconds.
 HK0293
 HK0293.The orthometric height was determined by differential leveling
 HK0293.and adjusted by the National Geodetic Survey in 1992..
 HK0293.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 HK0293.rate of 4.1 thru 8.0 mm/km.
 HK0293
 HK0293.The geoid height was determined by GEOID03.
 HK0293
 HK0293.The dynamic height is computed by dividing the NAVD 88
 HK0293.geopotential number by the normal gravity value computed on the
 HK0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0293.degrees latitude (g = 980.6199 gals.).
 HK0293
 HK0293.The modeled gravity was interpolated from observed gravity values.
 HK0293
 HK0293;                    North         East    Units  Estimated Accuracy
 HK0293;SPC CO S     -   389,500.      879,760.      MT  (+/- 180 meters Scaled)
 HK0293
 HK0293                          SUPERSEDED SURVEY CONTROL
 HK0293
 HK0293  NGVD 29 (??/??/92) 2296.752  (m)         7535.26   (f) ADJ UNCH    1 2
 HK0293
 HK0293.Superseded values are not recommended for survey control.
 HK0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0293.See file dsdata.txt to determine how the superseded data were derived.
 HK0293
 HK0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB211428(NAD 83)
 HK0293_MARKER: P = PIPE CAP
 HK0293_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HK0293_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HK0293_STAMPING: 7537 1920
 HK0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0293
 HK0293  HISTORY     - Date     Condition        Report By
 HK0293  HISTORY     - 1920     MONUMENTED       USGS
 HK0293  HISTORY     - 1964     MARK NOT FOUND   NGS
 HK0293
 HK0293                          STATION DESCRIPTION
 HK0293
 HK0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HK0293'3.1 MI S FROM ALAMOSA.
 HK0293'ABOUT 3.1 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN
 HK0293'RAILROAD FROM ALAMOSA, ALAMOSA COUNTY, ABOUT 1,050 FEET NORTH
 HK0293'OF MILEPOST 255, ABOUT 50 FEET SOUTH OF THE CENTER LINE OF AN
 HK0293'EAST-AND-WEST ROAD, 21 FEET EAST OF A HIGHWAY RIGHT-OF-WAY
 HK0293'MARKER, 21.5 FEET EAST OF A NORTH-AND-SOUTH FENCE, 10.5 FEET
 HK0293'SOUTH OF THE SOUTH FENCE OF THE ROAD, IN THE WEST ROAD DITCH,
 HK0293'AND ABOUT 2 INCHES UNDERGROUND.  A UNITED STATES GEOLOGICAL
 HK0293'SURVEY STANDARD CAP, STAMPED 7537 1920 AND RIVETED ON THE TOP
 HK0293'OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1159 ***********************************************************************
 KK1159  DESIGNATION -  7541
 KK1159  PID         -  KK1159
 KK1159  STATE/COUNTY-  CO/CLEAR CREEK
 KK1159  USGS QUAD   -  IDAHO SPRINGS (1974)
 KK1159
 KK1159                         *CURRENT SURVEY CONTROL
 KK1159  ___________________________________________________________________
 KK1159* NAD 83(1986)-  39 44 30.     (N)    105 31 01.     (W)     SCALED    
 KK1159* NAVD 88     -      2299.440  (meters)    7544.08   (feet)  ADJUSTED  
 KK1159  ___________________________________________________________________
 KK1159  GEOID HEIGHT-         -13.16  (meters)                     GEOID03
 KK1159  DYNAMIC HT  -        2296.922 (meters)    7535.82  (feet)  COMP
 KK1159  MODELED GRAV-     979,448.7   (mgal)                       NAVD 88
 KK1159
 KK1159  VERT ORDER  -  FIRST     CLASS II
 KK1159
 KK1159.The horizontal coordinates were scaled from a topographic map and have
 KK1159.an estimated accuracy of +/- 6 seconds.
 KK1159
 KK1159.The orthometric height was determined by differential leveling
 KK1159.and adjusted by the National Geodetic Survey in November 2003..
 KK1159
 KK1159.The geoid height was determined by GEOID03.
 KK1159
 KK1159.The dynamic height is computed by dividing the NAVD 88
 KK1159.geopotential number by the normal gravity value computed on the
 KK1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1159.degrees latitude (g = 980.6199 gals.).
 KK1159
 KK1159.The modeled gravity was interpolated from observed gravity values.
 KK1159
 KK1159;                    North         East    Units  Estimated Accuracy
 KK1159;SPC CO C     -   516,650.      912,950.      MT  (+/- 180 meters Scaled)
 KK1159
 KK1159                          SUPERSEDED SURVEY CONTROL
 KK1159
 KK1159  NAVD 88 (06/15/91) 2299.452  (m)         7544.12   (f) UNKNOWN     2 0
 KK1159  NGVD 29 (??/??/92) 2298.129  (m)         7539.78   (f) ADJ UNCH    2 0
 KK1159
 KK1159.Superseded values are not recommended for survey control.
 KK1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1159.See file dsdata.txt to determine how the superseded data were derived.
 KK1159
 KK1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD557992(NAD 83)
 KK1159_MARKER: DB = BENCH MARK DISK
 KK1159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK1159_SP_SET: BUILDING
 KK1159_STAMPING: 7541 DENVER
 KK1159_MARK LOGO: USGS  
 KK1159_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1159_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK1159+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2000
 KK1159
 KK1159  HISTORY     - Date     Condition        Report By
 KK1159  HISTORY     - UNK      MONUMENTED       USGS
 KK1159  HISTORY     - 1940     GOOD             NGS
 KK1159  HISTORY     - 20000614 GOOD             NGS
 KK1159
 KK1159                          STATION DESCRIPTION
 KK1159
 KK1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KK1159'AT IDAHO SPRINGS.
 KK1159'AT IDAHO SPRINGS, CLEAR CREEK COUNTY, AT THE CORNER OF SIXTEENTH
 KK1159'AND MINOR STREETS, IN THE EAST FACE OF THE ROBERTSON JEWELRY CO.
 KK1159'BUILDING, 5.1 FEET NORTH OF THE EDGE OF THE SOUTHEAST CORNER
 KK1159'ENTRANCE, IN THE CENTER OF THE CONCRETE COPING, AND 1.9 FEET ABOVE
 KK1159'THE WEST SIDEWALK OF MINOR STREET.  A UNITED STATES GEOLOGICAL SURVEY
 KK1159'STANDARD DISK, STAMPED 7541 DENVER AND SET VERTICALLY.
 KK1159
 KK1159                          STATION RECOVERY (2000)
 KK1159
 KK1159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 KK1159'THE STATION IS LOCATED IN THE TOWN OF IDAHO SPRINGS, IN T 3 S, R 73 W.
 KK1159'OWNERSHIP--CLEAR CREEK NATIONAL BANK.
 KK1159' 
 KK1159'TO REACH THE STATION IN THE TOWN OF IDAHO SPRINGS, GO TO THE
 KK1159'INTERSECTION OF SIXTEENTH AVENUE AND MINER STREET AND THE
 KK1159'STATION IN THE NORTHWEST CORNER OF THE INTERSECTION, SET
 KK1159'VERTICALLY ON SIXTEENTH STREET.
 KK1159' 
 KK1159'THE MARK IS A STANDARD U.S.G.S. ALUMINUM DISK SET IN A DRILL HOLE
 KK1159'VERTICALLY IN THE EAST FACE OF THE CLEAR CREEK NATIONAL BANK
 KK1159'BUILDING. IT IS 6.5 M WEST FROM THE CENTER OF SIXTEENTH AVENUE,
 KK1159'1.55 M NORTH FROM THE EDGE OF THE SOUTHEAST CORNER IN THE CENTER
 KK1159'OF THE CONCRETE COPING AND 0.55 M ABOVE THE WESTSIDE SIDEWALK OF
 KK1159'SIXTEENTH AVENUE.
 KK1159' 
 KK1159' 
 KK1159'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0295 ***********************************************************************
 HK0295  DESIGNATION -  7543.22
 HK0295  PID         -  HK0295
 HK0295  STATE/COUNTY-  CO/ALAMOSA
 HK0295  USGS QUAD   -  ALAMOSA EAST (1966)
 HK0295
 HK0295                         *CURRENT SURVEY CONTROL
 HK0295  ___________________________________________________________________
 HK0295* NAD 83(1986)-  37 27 55.     (N)    105 52 14.     (W)     SCALED    
 HK0295* NAVD 88     -      2299.721  (meters)    7545.00   (feet)  ADJUSTED  
 HK0295  ___________________________________________________________________
 HK0295  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 HK0295  DYNAMIC HT  -        2296.705 (meters)    7535.11  (feet)  COMP
 HK0295  MODELED GRAV-     979,236.3   (mgal)                       NAVD 88
 HK0295
 HK0295  VERT ORDER  -  FIRST     CLASS II
 HK0295
 HK0295.The horizontal coordinates were scaled from a topographic map and have
 HK0295.an estimated accuracy of +/- 6 seconds.
 HK0295
 HK0295.The orthometric height was determined by differential leveling
 HK0295.and adjusted by the National Geodetic Survey in June 1991..
 HK0295
 HK0295.The geoid height was determined by GEOID03.
 HK0295
 HK0295.The dynamic height is computed by dividing the NAVD 88
 HK0295.geopotential number by the normal gravity value computed on the
 HK0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0295.degrees latitude (g = 980.6199 gals.).
 HK0295
 HK0295.The modeled gravity was interpolated from observed gravity values.
 HK0295
 HK0295;                    North         East    Units  Estimated Accuracy
 HK0295;SPC CO S     -   393,500.      881,620.      MT  (+/- 180 meters Scaled)
 HK0295
 HK0295                          SUPERSEDED SURVEY CONTROL
 HK0295
 HK0295  NGVD 29 (??/??/92) 2298.529  (m)         7541.09   (f) ADJ UNCH    1 2
 HK0295
 HK0295.Superseded values are not recommended for survey control.
 HK0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0295.See file dsdata.txt to determine how the superseded data were derived.
 HK0295
 HK0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB230468(NAD 83)
 HK0295_MARKER: DD = SURVEY DISK
 HK0295_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HK0295+WITH SETTING: PAVEMENT
 HK0295_STAMPING: 7543.22 1920
 HK0295_MARK LOGO: USGS  
 HK0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0295+STABILITY: SURFACE MOTION
 HK0295
 HK0295  HISTORY     - Date     Condition        Report By
 HK0295  HISTORY     - 1920     MONUMENTED       USGS
 HK0295  HISTORY     - 1964     GOOD             NGS
 HK0295  HISTORY     - 1984     GOOD             NGS
 HK0295  HISTORY     - 19980617 GOOD             USPSQD
 HK0295
 HK0295                          STATION DESCRIPTION
 HK0295
 HK0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HK0295'AT ALAMOSA.
 HK0295'AT ALAMOSA, ALAMOSA COUNTY, AT THE CITY WATER TOWER, ON THE
 HK0295'NORTH SIDE, AND IN THE TOP OF THE CONCRETE PIER.  A UNITED
 HK0295'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 7543.22.
 HK0295
 HK0295                          STATION RECOVERY (1984)
 HK0295
 HK0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0295'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN ALAMOSA,
 HK0295'AT 908 EIGHTH STREET, IN THE EAST EDGE OF THE CONCRETE FOUNDATION OF
 HK0295'THE NORTH LEG OF THE WATER TANK AT THE CITY WATER WORKS, 0.9 M
 HK0295'(3.0 FT) SOUTH OF THE NORTHEAST CORNER OF THE FOUNDATION, AND 0.9 M
 HK0295'(3.0 FT) NORTH OF THE SOUTHEAST CORNER OF THE FOUNDATION.
 HK0295'THE MARK IS 0.6 M ABOVE THE GROUND.
 HK0295
 HK0295                          STATION RECOVERY (1998)
 HK0295
 HK0295'RECOVERY NOTE BY US POWER SQUADRON 1998
 HK0295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0374 ***********************************************************************
 HK0374  DESIGNATION -  7546
 HK0374  PID         -  HK0374
 HK0374  STATE/COUNTY-  CO/SAGUACHE
 HK0374  USGS QUAD   -  DEADMAN CAMP SW (1979)
 HK0374
 HK0374                         *CURRENT SURVEY CONTROL
 HK0374  ___________________________________________________________________
 HK0374* NAD 83(1986)-  37 49 50.     (N)    105 53 23.     (W)     SCALED    
 HK0374* NAVD 88     -      2300.353  (meters)    7547.07   (feet)  POSTED    
 HK0374  ___________________________________________________________________
 HK0374  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 HK0374  DYNAMIC HT  -        2297.420 (meters)    7537.45  (feet)  COMP
 HK0374  MODELED GRAV-     979,273.4   (mgal)                       NAVD 88
 HK0374
 HK0374  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 HK0374
 HK0374.The horizontal coordinates were scaled from a topographic map and have
 HK0374.an estimated accuracy of +/- 6 seconds.
 HK0374
 HK0374.The orthometric height was determined by differential leveling
 HK0374.and adjusted by the National Geodetic Survey in 1992..
 HK0374.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 HK0374.rate of 3.1 thru 4.0 mm/km.
 HK0374
 HK0374.The geoid height was determined by GEOID03.
 HK0374
 HK0374.The dynamic height is computed by dividing the NAVD 88
 HK0374.geopotential number by the normal gravity value computed on the
 HK0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0374.degrees latitude (g = 980.6199 gals.).
 HK0374
 HK0374.The modeled gravity was interpolated from observed gravity values.
 HK0374
 HK0374;                    North         East    Units  Estimated Accuracy
 HK0374;SPC CO S     -   434,050.      880,100.      MT  (+/- 180 meters Scaled)
 HK0374
 HK0374                          SUPERSEDED SURVEY CONTROL
 HK0374
 HK0374  NGVD 29 (??/??/92) 2299.188  (m)         7543.25   (f) ADJ UNCH    1 2
 HK0374
 HK0374.Superseded values are not recommended for survey control.
 HK0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0374.See file dsdata.txt to determine how the superseded data were derived.
 HK0374
 HK0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB217873(NAD 83)
 HK0374_MARKER: DD = SURVEY DISK
 HK0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0374_STAMPING: 7546
 HK0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0374+STABILITY: SURFACE MOTION
 HK0374
 HK0374  HISTORY     - Date     Condition        Report By
 HK0374  HISTORY     - UNK      MONUMENTED       USGS
 HK0374  HISTORY     - 1934     POOR             NGS
 HK0374  HISTORY     - 1984     MARK NOT FOUND   NGS
 HK0374
 HK0374                          STATION DESCRIPTION
 HK0374
 HK0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HK0374'AT GIBSON.
 HK0374'IN SAGAUCHE COUNTY, ABOUT 6.0 MILES NORTH ALONG THE DENVER AND RIO
 HK0374'GRANDE WESTERN RAILROAD FROM THE STATION AT HOOPER, ALAMOSA COUNTY,
 HK0374'AT GIBSON, ABOUT 11 POLES SOUTH OF MILEPOST 274, ABOUT 77 YARDS
 HK0374'SOUTH OF THE STATION SIGN, ABOUT 45 FEET SOUTH OF A ROAD CROSSING,
 HK0374'AND ABOUT 50 FEET WEST OF THE CENTER LINE OF THE TRACK.  A UNITED
 HK0374'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 7546 AND SET IN THE
 HK0374'TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE GROUND.
 HK0374'NOTE--THE POST IS LEANING AT AN ANGLE OF ABOUT 20 DEGREES TO THE
 HK0374'SOUTHWEST.  THE ELEVATION IS NO LONGER ACCURATE.
 HK0374
 HK0374                          STATION RECOVERY (1984)
 HK0374
 HK0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0355 ***********************************************************************
 HK0355  DESIGNATION -  7548 A CO
 HK0355  PID         -  HK0355
 HK0355  STATE/COUNTY-  CO/ALAMOSA
 HK0355  USGS QUAD   -  HOOPER SE (1966)
 HK0355
 HK0355                         *CURRENT SURVEY CONTROL
 HK0355  ___________________________________________________________________
 HK0355* NAD 83(1986)-  37 31 01.     (N)    105 51 28.     (W)     SCALED    
 HK0355* NAVD 88     -      2301.062  (meters)    7549.40   (feet)  ADJUSTED  
 HK0355  ___________________________________________________________________
 HK0355  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 HK0355  DYNAMIC HT  -        2298.055 (meters)    7539.54  (feet)  COMP
 HK0355  MODELED GRAV-     979,241.1   (mgal)                       NAVD 88
 HK0355
 HK0355  VERT ORDER  -  FIRST     CLASS II
 HK0355
 HK0355.The horizontal coordinates were scaled from a topographic map and have
 HK0355.an estimated accuracy of +/- 6 seconds.
 HK0355
 HK0355.The orthometric height was determined by differential leveling
 HK0355.and adjusted by the National Geodetic Survey in June 1991..
 HK0355
 HK0355.The geoid height was determined by GEOID03.
 HK0355
 HK0355.The dynamic height is computed by dividing the NAVD 88
 HK0355.geopotential number by the normal gravity value computed on the
 HK0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0355.degrees latitude (g = 980.6199 gals.).
 HK0355
 HK0355.The modeled gravity was interpolated from observed gravity values.
 HK0355
 HK0355;                    North         East    Units  Estimated Accuracy
 HK0355;SPC CO S     -   399,230.      882,770.      MT  (+/- 180 meters Scaled)
 HK0355
 HK0355                          SUPERSEDED SURVEY CONTROL
 HK0355
 HK0355  NGVD 29 (??/??/92) 2300.000  (m)         7545.92   (f) ADJ UNCH    1 2
 HK0355
 HK0355.Superseded values are not recommended for survey control.
 HK0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0355.See file dsdata.txt to determine how the superseded data were derived.
 HK0355
 HK0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB241525(NAD 83)
 HK0355_MARKER: DD = SURVEY DISK
 HK0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0355_STAMPING: 7548
 HK0355_MARK LOGO: USGS  
 HK0355_PROJECTION: RECESSED 5 CENTIMETERS
 HK0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0355+STABILITY: SURFACE MOTION
 HK0355
 HK0355  HISTORY     - Date     Condition        Report By
 HK0355  HISTORY     - UNK      MONUMENTED       USGS
 HK0355  HISTORY     - 1934     GOOD             NGS
 HK0355  HISTORY     - 1984     GOOD             NGS
 HK0355  HISTORY     - 19980614 MARK NOT FOUND   USPSQD
 HK0355
 HK0355                          STATION DESCRIPTION
 HK0355
 HK0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HK0355'4.5 MI N FROM ALAMOSA.
 HK0355'ABOUT 4.5 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN
 HK0355'RAILROAD FROM THE STATION AT ALAMOSA, ALAMOSA COUNTY, AT THE CORNER OF
 HK0355'SECS. 22, 23, 26 AND 27, T. 38 N., R. 10 E., ABOUT 200 FT SOUTH OF A
 HK0355'CULVERT OVER A DRAINAGE DITCH, ABOUT 700 FEET WEST OF THE TRACK, AT
 HK0355'THE NORTHWEST CORNER OF A CROSS ROAD, AND ABOUT 2 FEET NORTHWEST OF A
 HK0355'FENCE CORNER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HK0355'STAMPED 7548 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 HK0355'6 INCHES ABOVE GROUND.
 HK0355
 HK0355                          STATION RECOVERY (1984)
 HK0355
 HK0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0355'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.7 KM (1.05
 HK0355'MI) EASTERLY ALONG U.S. HIGHWAY 760 FROM ITS JUNCTION WITH U.S.
 HK0355'HIGHWAY 285 IN ALAMOSA, THENCE 4.9 KM (3.05 MI) NORTHERLY ALONG STATE
 HK0355'HIGHWAY 17, 19.6 M (64.3 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 HK0355'7.6 M (24.9 FT) NORTH OF THE CENTER OF COUNTY ROAD 4 S, 0.6 M (2.0 FT)
 HK0355'NORTHWEST OF A FENCE CORNER, AND 0.6 M (2.0 FT) NORTH OF A FENCE.
 HK0355'THE MARK IS 0.7 METERS  W FROM  A WITNESS POST AND FENCE
 HK0355'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 HK0355
 HK0355                          STATION RECOVERY (1998)
 HK0355
 HK0355'RECOVERY NOTE BY US POWER SQUADRON 1998
 HK0355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0372 ***********************************************************************
 HK0372  DESIGNATION -  7548 S CO
 HK0372  PID         -  HK0372
 HK0372  STATE/COUNTY-  CO/SAGUACHE
 HK0372  USGS QUAD   -  DEADMAN CAMP SW (1979)
 HK0372
 HK0372                         *CURRENT SURVEY CONTROL
 HK0372  ___________________________________________________________________
 HK0372* NAD 83(1986)-  37 47 30.     (N)    105 53 06.     (W)     SCALED    
 HK0372* NAVD 88     -      2301.004  (meters)    7549.21   (feet)  POSTED    
 HK0372  ___________________________________________________________________
 HK0372  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 HK0372  DYNAMIC HT  -        2298.060 (meters)    7539.55  (feet)  COMP
 HK0372  MODELED GRAV-     979,267.4   (mgal)                       NAVD 88
 HK0372
 HK0372  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HK0372
 HK0372.The horizontal coordinates were scaled from a topographic map and have
 HK0372.an estimated accuracy of +/- 6 seconds.
 HK0372
 HK0372.The orthometric height was determined by differential leveling
 HK0372.and adjusted by the National Geodetic Survey in 1992..
 HK0372.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HK0372.rate of 0.0 thru 1.0 mm/km.
 HK0372
 HK0372.The geoid height was determined by GEOID03.
 HK0372
 HK0372.The dynamic height is computed by dividing the NAVD 88
 HK0372.geopotential number by the normal gravity value computed on the
 HK0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0372.degrees latitude (g = 980.6199 gals.).
 HK0372
 HK0372.The modeled gravity was interpolated from observed gravity values.
 HK0372
 HK0372;                    North         East    Units  Estimated Accuracy
 HK0372;SPC CO S     -   429,730.      880,490.      MT  (+/- 180 meters Scaled)
 HK0372
 HK0372                          SUPERSEDED SURVEY CONTROL
 HK0372
 HK0372  NGVD 29 (??/??/92) 2299.840  (m)         7545.39   (f) ADJ UNCH    1 2
 HK0372
 HK0372.Superseded values are not recommended for survey control.
 HK0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0372.See file dsdata.txt to determine how the superseded data were derived.
 HK0372
 HK0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB220830(NAD 83)
 HK0372_MARKER: DD = SURVEY DISK
 HK0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0372_STAMPING: 7548
 HK0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0372+STABILITY: SURFACE MOTION
 HK0372
 HK0372  HISTORY     - Date     Condition        Report By
 HK0372  HISTORY     - UNK      MONUMENTED       USGS
 HK0372  HISTORY     - 1934     GOOD             NGS
 HK0372  HISTORY     - 1984     MARK NOT FOUND   NGS
 HK0372
 HK0372                          STATION DESCRIPTION
 HK0372
 HK0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HK0372'3.2 MI N FROM HOOPER.
 HK0372'IN SAGUACHE COUNTY, ABOUT 3.2 MILES NORTH ALONG THE DENVER AND RIO
 HK0372'GRANDE WESTERN RAILROAD FROM THE STATION AT HOOPER, ALAMOSA COUNTY,
 HK0372'ABOUT 2.8 MILES SOUTH OF GIBSON, SAGUACHE COUNTY, ABOUT 400 FEET
 HK0372'SOUTH OF MILEPOST 277, 54 FEET EAST OF THE EAST RAIL, IN AN EAST-
 HK0372'AND-WEST FENCE LINE, AND 4 FEET EAST OF A NORTH-AND-SOUTH FENCE.
 HK0372'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 7548 AND
 HK0372'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE
 HK0372'GROUND.
 HK0372
 HK0372                          STATION RECOVERY (1984)
 HK0372
 HK0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0784 ***********************************************************************
 LL0784  DESIGNATION -  7549
 LL0784  PID         -  LL0784
 LL0784  STATE/COUNTY-  CO/LARIMER
 LL0784  USGS QUAD   -  ESTES PARK (1977)
 LL0784
 LL0784                         *CURRENT SURVEY CONTROL
 LL0784  ___________________________________________________________________
 LL0784* NAD 83(1986)-  40 22 35.     (N)    105 31 32.     (W)     SCALED    
 LL0784* NAVD 88     -      2301.448  (meters)    7550.67   (feet)  ADJUSTED  
 LL0784  ___________________________________________________________________
 LL0784  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 LL0784  DYNAMIC HT  -        2299.084 (meters)    7542.91  (feet)  COMP
 LL0784  MODELED GRAV-     979,515.0   (mgal)                       NAVD 88
 LL0784
 LL0784  VERT ORDER  -  SECOND    CLASS 0
 LL0784
 LL0784.The horizontal coordinates were scaled from a topographic map and have
 LL0784.an estimated accuracy of +/- 6 seconds.
 LL0784
 LL0784.The orthometric height was determined by differential leveling
 LL0784.and adjusted by the National Geodetic Survey in June 1991..
 LL0784.WARNING-Repeat measurements at this control monument indicate possible
 LL0784.vertical movement.
 LL0784
 LL0784.The geoid height was determined by GEOID03.
 LL0784
 LL0784.The dynamic height is computed by dividing the NAVD 88
 LL0784.geopotential number by the normal gravity value computed on the
 LL0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0784.degrees latitude (g = 980.6199 gals.).
 LL0784
 LL0784.The modeled gravity was interpolated from observed gravity values.
 LL0784
 LL0784;                    North         East    Units  Estimated Accuracy
 LL0784;SPC CO N     -   420,610.      912,230.      MT  (+/- 180 meters Scaled)
 LL0784
 LL0784                          SUPERSEDED SURVEY CONTROL
 LL0784
 LL0784  NGVD 29 (??/??/92) 2300.178  (m)         7546.50   (f) ADJ UNCH    2 0
 LL0784
 LL0784.Superseded values are not recommended for survey control.
 LL0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0784.See file dsdata.txt to determine how the superseded data were derived.
 LL0784
 LL0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE553696(NAD 83)
 LL0784_MARKER: DD = SURVEY DISK
 LL0784_SETTING: 80 = SET IN A BOULDER
 LL0784_STAMPING: 7549 DENV
 LL0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0784+STABILITY: SURFACE MOTION
 LL0784
 LL0784  HISTORY     - Date     Condition        Report By
 LL0784  HISTORY     - UNK      MONUMENTED       USGS
 LL0784  HISTORY     - 1951     GOOD             NGS
 LL0784  HISTORY     - 20060614 POOR             USPSQD
 LL0784
 LL0784                          STATION DESCRIPTION
 LL0784
 LL0784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LL0784'AT ESTES PARK.
 LL0784'AT ESTES PARK, 1/2 BLOCK NORTH AND 1/2 BLOCK WEST OF THE POST
 LL0784'OFFICE, 125 FEET NORTH OF THE CENTER LINE OF MAIN STRET, 25
 LL0784'FEET SOUTH OF THE CENTER LINE OF CLEEVE AVENUE, 15 FEET EAST
 LL0784'OF THE NORTHWEST CORNER OF THE ESTES PARK COMMUNITY CHURCH, 2
 LL0784'FEET NORTH OF THE NORTH SIDE OF THE CHURCH, SET IN THE TOP
 LL0784'OF A LARGE BOULDER.
 LL0784
 LL0784                          STATION RECOVERY (2006)
 LL0784
 LL0784'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 LL0784'THE ESTES PARK COMMUNITY CHURCH NO LONGER EXISTS.  THE BUILDING IS NOW
 LL0784'KNOWN AS THE  OLD CHURCH SHOPS AT 157 WEST ELKHORN.  THE MARK IS
 LL0784'LOCATED IN THE SIDEWALK IN A HIGH PEDESTRIAN TRAFFIC AREA, THE MARK IS
 LL0784'WORN DOWN THAT THE LETTERING IS BARELY VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0380 ***********************************************************************
 HK0380  DESIGNATION -  7549 S CO
 HK0380  PID         -  HK0380
 HK0380  STATE/COUNTY-  CO/SAGUACHE
 HK0380  USGS QUAD   -  MOFFAT SOUTH (1968)
 HK0380
 HK0380                         *CURRENT SURVEY CONTROL
 HK0380  ___________________________________________________________________
 HK0380* NAD 83(1986)-  37 56 14.     (N)    105 54 04.     (W)     SCALED    
 HK0380* NAVD 88     -      2301.417  (meters)    7550.57   (feet)  POSTED    
 HK0380  ___________________________________________________________________
 HK0380  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 HK0380  DYNAMIC HT  -        2298.520 (meters)    7541.06  (feet)  COMP
 HK0380  MODELED GRAV-     979,289.8   (mgal)                       NAVD 88
 HK0380
 HK0380  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 HK0380
 HK0380.The horizontal coordinates were scaled from a topographic map and have
 HK0380.an estimated accuracy of +/- 6 seconds.
 HK0380
 HK0380.The orthometric height was determined by differential leveling
 HK0380.and adjusted by the National Geodetic Survey in 1992..
 HK0380.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 HK0380.rate of 3.1 thru 4.0 mm/km.
 HK0380
 HK0380.The geoid height was determined by GEOID03.
 HK0380
 HK0380.The dynamic height is computed by dividing the NAVD 88
 HK0380.geopotential number by the normal gravity value computed on the
 HK0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0380.degrees latitude (g = 980.6199 gals.).
 HK0380
 HK0380.The modeled gravity was interpolated from observed gravity values.
 HK0380
 HK0380;                    North         East    Units  Estimated Accuracy
 HK0380;SPC CO S     -   445,890.      879,140.      MT  (+/- 180 meters Scaled)
 HK0380
 HK0380                          SUPERSEDED SURVEY CONTROL
 HK0380
 HK0380  NGVD 29 (??/??/92) 2300.226  (m)         7546.66   (f) ADJ UNCH    1 2
 HK0380
 HK0380.Superseded values are not recommended for survey control.
 HK0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0380.See file dsdata.txt to determine how the superseded data were derived.
 HK0380
 HK0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB208992(NAD 83)
 HK0380_MARKER: DD = SURVEY DISK
 HK0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0380_STAMPING: 7549
 HK0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0380+STABILITY: SURFACE MOTION
 HK0380
 HK0380  HISTORY     - Date     Condition        Report By
 HK0380  HISTORY     - UNK      MONUMENTED       USGS
 HK0380  HISTORY     - 1934     GOOD             NGS
 HK0380  HISTORY     - 1984     MARK NOT FOUND   NGS
 HK0380
 HK0380                          STATION DESCRIPTION
 HK0380
 HK0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HK0380'4.3 MI S FROM MOFFAT.
 HK0380'ABOUT 4.3 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN
 HK0380'RAILROAD FROM MOFFAT, SAGUACHE COUNTY, AT MILEPOST 267, 62.5 FEET
 HK0380'WEST OF THE CENTER LINE OF THE TRACK, AND ABOUT 1/2 FOOT EAST OF
 HK0380'THE RIGHT-OF-WAY FENCE.  A UNITED STATES GEOLOGICAL SURVEY
 HK0380'STANDARD DISK, STAMPED 7549 AND SET IN THE TOP OF A CONCRETE POST
 HK0380'PROJECTING ABOUT 16 INCHES ABOVE GROUND.
 HK0380
 HK0380                          STATION RECOVERY (1984)
 HK0380
 HK0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0299 ***********************************************************************
 HK0299  DESIGNATION -  7549.11
 HK0299  PID         -  HK0299
 HK0299  STATE/COUNTY-  CO/ALAMOSA
 HK0299  USGS QUAD   -  ALAMOSA EAST (1966)
 HK0299
 HK0299                         *CURRENT SURVEY CONTROL
 HK0299  ___________________________________________________________________
 HK0299* NAD 83(1986)-  37 28 11.     (N)    105 51 43.     (W)     SCALED    
 HK0299* NAVD 88     -      2301.473  (meters)    7550.75   (feet)  POSTED    
 HK0299  ___________________________________________________________________
 HK0299  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 HK0299  DYNAMIC HT  -        2298.460 (meters)    7540.86  (feet)  COMP
 HK0299  MODELED GRAV-     979,237.3   (mgal)                       NAVD 88
 HK0299
 HK0299  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HK0299
 HK0299.The horizontal coordinates were scaled from a topographic map and have
 HK0299.an estimated accuracy of +/- 6 seconds.
 HK0299
 HK0299.The orthometric height was determined by differential leveling
 HK0299.and adjusted by the National Geodetic Survey in 1992..
 HK0299.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HK0299.rate of 0.0 thru 1.0 mm/km.
 HK0299
 HK0299.The geoid height was determined by GEOID03.
 HK0299
 HK0299.The dynamic height is computed by dividing the NAVD 88
 HK0299.geopotential number by the normal gravity value computed on the
 HK0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0299.degrees latitude (g = 980.6199 gals.).
 HK0299
 HK0299.The modeled gravity was interpolated from observed gravity values.
 HK0299
 HK0299;                    North         East    Units  Estimated Accuracy
 HK0299;SPC CO S     -   393,990.      882,390.      MT  (+/- 180 meters Scaled)
 HK0299
 HK0299                          SUPERSEDED SURVEY CONTROL
 HK0299
 HK0299  NGVD 29 (??/??/92) 2300.314  (m)         7546.95   (f) ADJ UNCH    1 2
 HK0299
 HK0299.Superseded values are not recommended for survey control.
 HK0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0299.See file dsdata.txt to determine how the superseded data were derived.
 HK0299
 HK0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB237473(NAD 83)
 HK0299_MARKER: DD = SURVEY DISK
 HK0299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HK0299_SP_SET: GUARDRAIL POST
 HK0299_STAMPING: 7549.11
 HK0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0299
 HK0299  HISTORY     - Date     Condition        Report By
 HK0299  HISTORY     - UNK      MONUMENTED       USGS
 HK0299  HISTORY     - 1934     GOOD             NGS
 HK0299  HISTORY     - 1981     GOOD             LOCSUR
 HK0299  HISTORY     - 1981     GOOD             LOCSUR
 HK0299  HISTORY     - 1984     MARK NOT FOUND   NGS
 HK0299
 HK0299                          STATION DESCRIPTION
 HK0299
 HK0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HK0299'AT ALAMOSA.
 HK0299'IN THE NORTHEAST PART OF ALAMOSA, ALAMOSA COUNTY, AT THE
 HK0299'NORTHWEST CORNER OF A CONCRETE HIGHWAY BRIDGE OVER RIO GRANDE
 HK0299'RIVER, AND IN THE TOP OF A GUARDRAIL POST.  A UNITED STATES
 HK0299'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 7549.11.
 HK0299
 HK0299                          STATION RECOVERY (1981)
 HK0299
 HK0299'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 HK0299'RECOVERED IN GOOD CONDITION.
 HK0299
 HK0299                          STATION RECOVERY (1981)
 HK0299
 HK0299'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 HK0299'RECOVERED IN GOOD CONDITION.
 HK0299
 HK0299                          STATION RECOVERY (1984)
 HK0299
 HK0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0299'THE GUARDRAIL POST HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0300 ***********************************************************************
 HK0300  DESIGNATION -  7549.11 RESET
 HK0300  PID         -  HK0300
 HK0300  STATE/COUNTY-  CO/ALAMOSA
 HK0300  USGS QUAD   -  ALAMOSA EAST (1966)
 HK0300
 HK0300                         *CURRENT SURVEY CONTROL
 HK0300  ___________________________________________________________________
 HK0300* NAD 83(1986)-  37 28 10.     (N)    105 51 42.     (W)     SCALED    
 HK0300* NAVD 88     -      2301.535  (meters)    7550.95   (feet)  ADJUSTED  
 HK0300  ___________________________________________________________________
 HK0300  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 HK0300  DYNAMIC HT  -        2298.519 (meters)    7541.06  (feet)  COMP
 HK0300  MODELED GRAV-     979,237.3   (mgal)                       NAVD 88
 HK0300
 HK0300  VERT ORDER  -  FIRST     CLASS II
 HK0300
 HK0300.The horizontal coordinates were scaled from a topographic map and have
 HK0300.an estimated accuracy of +/- 6 seconds.
 HK0300
 HK0300.The orthometric height was determined by differential leveling
 HK0300.and adjusted by the National Geodetic Survey in June 1991..
 HK0300
 HK0300.The geoid height was determined by GEOID03.
 HK0300
 HK0300.The dynamic height is computed by dividing the NAVD 88
 HK0300.geopotential number by the normal gravity value computed on the
 HK0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0300.degrees latitude (g = 980.6199 gals.).
 HK0300
 HK0300.The modeled gravity was interpolated from observed gravity values.
 HK0300
 HK0300;                    North         East    Units  Estimated Accuracy
 HK0300;SPC CO S     -   393,960.      882,410.      MT  (+/- 180 meters Scaled)
 HK0300
 HK0300                          SUPERSEDED SURVEY CONTROL
 HK0300
 HK0300.No superseded survey control is available for this station.
 HK0300
 HK0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB238473(NAD 83)
 HK0300_MARKER: DD = SURVEY DISK
 HK0300_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HK0300_MARK LOGO: USGS  
 HK0300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0300
 HK0300  HISTORY     - Date     Condition        Report By
 HK0300  HISTORY     - 1966     MONUMENTED       CODH
 HK0300  HISTORY     - 1966     GOOD             NGS
 HK0300  HISTORY     - 1984     GOOD             NGS
 HK0300  HISTORY     - 19980614 GOOD             USPSQD
 HK0300
 HK0300                          STATION DESCRIPTION
 HK0300
 HK0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 HK0300'AT ALAMOSA.
 HK0300'IN THE NORTHEAST PART OF ALAMOSA, IN S10, T 37 N, R 10 E, SET
 HK0300'IN THE TOP OF THE CONCRETE ABUTMENT WALL AT THE SOUTHWEST
 HK0300'CORNER OF THE BRIDGE OVER THE RIO GRANDE RIVER AND 1 FOOT FROM
 HK0300'THE SOUTH END OF THE WALL.
 HK0300
 HK0300                          STATION RECOVERY (1984)
 HK0300
 HK0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0300'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN ALAMOSA,
 HK0300'IN TOP OF AND 0.4 M (1.3 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 HK0300'SOUTHWEST CONCRETE ABUTMENT OF U.S. HIGHWAY 285 BRIDGE OVER THE RIO
 HK0300'GRANDE RIVER, AND 6.4 M (21.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 HK0300'HIGHWAY. 0.4 M (1.3 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 HK0300'ABUTMENT.
 HK0300'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 HK0300
 HK0300                          STATION RECOVERY (1998)
 HK0300
 HK0300'RECOVERY NOTE BY US POWER SQUADRON 1998
 HK0300'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0360 ***********************************************************************
 HK0360  DESIGNATION -  7553
 HK0360  PID         -  HK0360
 HK0360  STATE/COUNTY-  CO/ALAMOSA
 HK0360  USGS QUAD   -  HOOPER SE (1966)
 HK0360
 HK0360                         *CURRENT SURVEY CONTROL
 HK0360  ___________________________________________________________________
 HK0360* NAD 83(1986)-  37 36 13.     (N)    105 51 27.     (W)     SCALED    
 HK0360* NAVD 88     -      2302.640  (meters)    7554.58   (feet)  POSTED    
 HK0360  ___________________________________________________________________
 HK0360  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 HK0360  DYNAMIC HT  -        2299.660 (meters)    7544.80  (feet)  COMP
 HK0360  MODELED GRAV-     979,251.8   (mgal)                       NAVD 88
 HK0360
 HK0360  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HK0360
 HK0360.The horizontal coordinates were scaled from a topographic map and have
 HK0360.an estimated accuracy of +/- 6 seconds.
 HK0360
 HK0360.The orthometric height was determined by differential leveling
 HK0360.and adjusted by the National Geodetic Survey in 1992..
 HK0360.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HK0360.rate of 0.0 thru 1.0 mm/km.
 HK0360
 HK0360.The geoid height was determined by GEOID03.
 HK0360
 HK0360.The dynamic height is computed by dividing the NAVD 88
 HK0360.geopotential number by the normal gravity value computed on the
 HK0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0360.degrees latitude (g = 980.6199 gals.).
 HK0360
 HK0360.The modeled gravity was interpolated from observed gravity values.
 HK0360
 HK0360;                    North         East    Units  Estimated Accuracy
 HK0360;SPC CO S     -   408,850.      882,840.      MT  (+/- 180 meters Scaled)
 HK0360
 HK0360                          SUPERSEDED SURVEY CONTROL
 HK0360
 HK0360  NGVD 29 (??/??/92) 2301.480  (m)         7550.77   (f) ADJ UNCH    1 2
 HK0360
 HK0360.Superseded values are not recommended for survey control.
 HK0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0360.See file dsdata.txt to determine how the superseded data were derived.
 HK0360
 HK0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB243621(NAD 83)
 HK0360_MARKER: DD = SURVEY DISK
 HK0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0360_STAMPING: 7553 1920
 HK0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0360+STABILITY: SURFACE MOTION
 HK0360
 HK0360  HISTORY     - Date     Condition        Report By
 HK0360  HISTORY     - 1920     MONUMENTED       USGS
 HK0360  HISTORY     - 1934     GOOD             NGS
 HK0360  HISTORY     - 1984     MARK NOT FOUND   NGS
 HK0360
 HK0360                          STATION DESCRIPTION
 HK0360
 HK0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HK0360'3.4 MI S FROM MOSCA.
 HK0360'ABOUT 3.4 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN
 HK0360'RAILROAD FROM MOSCA,  ALAMOSA COUNTY, AT CORNER OF SECS. 22 AND
 HK0360'23, T. 39 N., R. 10 E ., ABOUT 4 POLES SOUTH OF MILEPOST 291, AT A
 HK0360'ROAD CROSSING, 56 FEE T WEST OF THE CENTER LINE OF THE TRACK, SOUTH
 HK0360'OF THE ROAD, AND 1.5  FEET NORTH OF AN EAST-AND-WEST FENCE.  A UNITED
 HK0360'STATES GEOLOGICAL SUR VEY STANDARD DISK, STAMPED 7553 AND SET IN THE
 HK0360'TOP OF A CONCRETE POS T PROJECTING ABOUT 8 INCHES ABOVE GROUND.
 HK0360
 HK0360                          STATION RECOVERY (1984)
 HK0360
 HK0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0364 ***********************************************************************
 HK0364  DESIGNATION -  7555
 HK0364  PID         -  HK0364
 HK0364  STATE/COUNTY-  CO/ALAMOSA
 HK0364  USGS QUAD   -  HOOPER EAST (1968)
 HK0364
 HK0364                         *CURRENT SURVEY CONTROL
 HK0364  ___________________________________________________________________
 HK0364* NAD 83(1986)-  37 41 30.     (N)    105 52 27.     (W)     SCALED    
 HK0364* NAVD 88     -      2303.311  (meters)    7556.78   (feet)  ADJUSTED  
 HK0364  ___________________________________________________________________
 HK0364  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 HK0364  DYNAMIC HT  -        2300.338 (meters)    7547.03  (feet)  COMP
 HK0364  MODELED GRAV-     979,256.2   (mgal)                       NAVD 88
 HK0364
 HK0364  VERT ORDER  -  FIRST     CLASS II
 HK0364
 HK0364.The horizontal coordinates were scaled from a topographic map and have
 HK0364.an estimated accuracy of +/- 6 seconds.
 HK0364
 HK0364.The orthometric height was determined by differential leveling
 HK0364.and adjusted by the National Geodetic Survey in June 1991..
 HK0364
 HK0364.The geoid height was determined by GEOID03.
 HK0364
 HK0364.The dynamic height is computed by dividing the NAVD 88
 HK0364.geopotential number by the normal gravity value computed on the
 HK0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0364.degrees latitude (g = 980.6199 gals.).
 HK0364
 HK0364.The modeled gravity was interpolated from observed gravity values.
 HK0364
 HK0364;                    North         East    Units  Estimated Accuracy
 HK0364;SPC CO S     -   418,630.      881,400.      MT  (+/- 180 meters Scaled)
 HK0364
 HK0364                          SUPERSEDED SURVEY CONTROL
 HK0364
 HK0364  NGVD 29 (??/??/92) 2302.118  (m)         7552.87   (f) ADJ UNCH    1 2
 HK0364
 HK0364.Superseded values are not recommended for survey control.
 HK0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0364.See file dsdata.txt to determine how the superseded data were derived.
 HK0364
 HK0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB229719(NAD 83)
 HK0364_MARKER: DD = SURVEY DISK
 HK0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0364_STAMPING: 7555 1920
 HK0364_MARK LOGO: USGS  
 HK0364_PROJECTION: PROJECTING 30 CENTIMETERS
 HK0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0364+STABILITY: SURFACE MOTION
 HK0364
 HK0364  HISTORY     - Date     Condition        Report By
 HK0364  HISTORY     - 1920     MONUMENTED       USGS
 HK0364  HISTORY     - 1934     GOOD             NGS
 HK0364  HISTORY     - 1985     GOOD             NGS
 HK0364  HISTORY     - 19980614 GOOD             USPSQD
 HK0364
 HK0364                          STATION DESCRIPTION
 HK0364
 HK0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HK0364'2.8 MI N FROM MOSCA.
 HK0364'ABOUT 2.8 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN
 HK0364'RAILROAD FROM MOSCA, ALAMOSA COUNTY, ABOUT 2 POLES SOUTH OF MILEPOST
 HK0364'284, 32 FEET SOUTH OF THE CENTER OF AN EAST-AND-WEST ROAD CROSSING,
 HK0364'61.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE WEST HEAD WALL
 HK0364'OF A DOUBLE CIRCULAR-CHANNEL CONCRETE CULVERT UNDER THE TRACK, 47.3
 HK0364'FEET WEST OF THE WEST RAIL, AND BETWEEN AN IRRIGATION DITCH AND THE
 HK0364'ROAD.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 7555
 HK0364'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE
 HK0364'GROUND.
 HK0364
 HK0364                          STATION RECOVERY (1985)
 HK0364
 HK0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HK0364'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.7 KM (1.05
 HK0364'MI) EASTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION WITH U.S.
 HK0364'HIGHWAY 285 IN ALAMOSA, THENCE 24.2 KM (15.05 MI) NORTHERLY ALONG
 HK0364'STATE HIGHWAY 17, 30.5 M (100.1 FT) EAST OF THE CENTERLINE OF THE
 HK0364'HIGHWAY, AND 8.5 M (27.9 FT) SOUTH OF THE CENTER OF LANE 8 N.
 HK0364'NOTE=THE MARK IS LEANING SLIGHTLY TO THE NORTHEAST.
 HK0364'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 HK0364'THE MARK IS 1.2 M BELOW THE HIGHWAY.
 HK0364
 HK0364                          STATION RECOVERY (1998)
 HK0364
 HK0364'RECOVERY NOTE BY US POWER SQUADRON 1998
 HK0364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0367 ***********************************************************************
 HK0367  DESIGNATION -  7560
 HK0367  PID         -  HK0367
 HK0367  STATE/COUNTY-  CO/ALAMOSA
 HK0367  USGS QUAD   -  HOOPER WEST (1968)
 HK0367
 HK0367                         *CURRENT SURVEY CONTROL
 HK0367  ___________________________________________________________________
 HK0367* NAD 83(1986)-  37 44 47.     (N)    105 52 48.     (W)     SCALED    
 HK0367* NAVD 88     -      2304.852  (meters)    7561.84   (feet)  ADJUSTED  
 HK0367  ___________________________________________________________________
 HK0367  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 HK0367  DYNAMIC HT  -        2301.891 (meters)    7552.12  (feet)  COMP
 HK0367  MODELED GRAV-     979,262.3   (mgal)                       NAVD 88
 HK0367
 HK0367  VERT ORDER  -  FIRST     CLASS II
 HK0367
 HK0367.The horizontal coordinates were scaled from a topographic map and have
 HK0367.an estimated accuracy of +/- 6 seconds.
 HK0367
 HK0367.The orthometric height was determined by differential leveling
 HK0367.and adjusted by the National Geodetic Survey in June 1991..
 HK0367
 HK0367.The geoid height was determined by GEOID03.
 HK0367
 HK0367.The dynamic height is computed by dividing the NAVD 88
 HK0367.geopotential number by the normal gravity value computed on the
 HK0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0367.degrees latitude (g = 980.6199 gals.).
 HK0367
 HK0367.The modeled gravity was interpolated from observed gravity values.
 HK0367
 HK0367;                    North         East    Units  Estimated Accuracy
 HK0367;SPC CO S     -   424,700.      880,910.      MT  (+/- 180 meters Scaled)
 HK0367
 HK0367                          SUPERSEDED SURVEY CONTROL
 HK0367
 HK0367  NGVD 29 (??/??/92) 2303.673  (m)         7557.97   (f) ADJ UNCH    1 2
 HK0367
 HK0367.Superseded values are not recommended for survey control.
 HK0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0367.See file dsdata.txt to determine how the superseded data were derived.
 HK0367
 HK0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB224780(NAD 83)
 HK0367_MARKER: DD = SURVEY DISK
 HK0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HK0367_SP_SET: SANDSTONE SLAB
 HK0367_STAMPING: 7560
 HK0367_MARK LOGO: USGS  
 HK0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0367
 HK0367  HISTORY     - Date     Condition        Report By
 HK0367  HISTORY     - UNK      MONUMENTED       USGS
 HK0367  HISTORY     - 1968     GOOD             USGS
 HK0367  HISTORY     - 1985     GOOD             NGS
 HK0367  HISTORY     - 19980614 GOOD             USPSQD
 HK0367
 HK0367                          STATION DESCRIPTION
 HK0367
 HK0367'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 HK0367'AT HOOPER.
 HK0367'AT HOOPER, ALAMOSA COUNTY, 68 FT. NORTH AND 125 FT EAST OF X-JCT OF
 HK0367'COLO. STATE HWY. 17 AND MAIN STREET, 5 FT. WEST OF THE WEST EDGE OF
 HK0367'THE SOUTHWEST SANDSTONE FOOTING OF AN ABANDONED WATER TANK.  A USGS
 HK0367'STD. DISK, STAMPED 7560 AND SET IN THE TOP OF AN 18 IN. BY 18 IN.
 HK0367'SANDSTONE SLAB PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 HK0367
 HK0367                          STATION RECOVERY (1985)
 HK0367
 HK0367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HK0367'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  28.1 KM
 HK0367'(17.5 MI) SOUTHERLY ALONG STATE HIGHWAY 17 FROM THE POST OFFICE IN
 HK0367'MOFFAT, 0.2 KM (0.1 MI) NORTH OF THE HOOPER POST OFFICE AND BRANDS
 HK0367'GROCERY STORE, NEAR THE CENTER OF A 2 BY 2 FT SANDSTONE SLAB, 35.8 M
 HK0367'(117.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 18.9 M (62.0 FT)
 HK0367'NORTH OF THE CENTER OF MAIN STREET, AND 8.7 M (28.5 FT)
 HK0367'NORTH-NORTHEAST OF A UTILITY POLE.
 HK0367'THE MARK IS 0.6 METERS  S FROM  A WITNESS POST
 HK0367'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 HK0367
 HK0367                          STATION RECOVERY (1998)
 HK0367
 HK0367'RECOVERY NOTE BY US POWER SQUADRON 1998
 HK0367'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0289 ***********************************************************************
 HK0289  DESIGNATION -  7561
 HK0289  PID         -  HK0289
 HK0289  STATE/COUNTY-  CO/ALAMOSA
 HK0289  USGS QUAD   -  ALAMOSA WEST (1966)
 HK0289
 HK0289                         *CURRENT SURVEY CONTROL
 HK0289  ___________________________________________________________________
 HK0289* NAD 83(1986)-  37 23 11.     (N)    105 54 49.     (W)     SCALED    
 HK0289* NAVD 88     -      2305.374  (meters)    7563.55   (feet)  POSTED    
 HK0289  ___________________________________________________________________
 HK0289  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 HK0289  DYNAMIC HT  -        2302.340 (meters)    7553.59  (feet)  COMP
 HK0289  MODELED GRAV-     979,230.1   (mgal)                       NAVD 88
 HK0289
 HK0289  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HK0289
 HK0289.The horizontal coordinates were scaled from a topographic map and have
 HK0289.an estimated accuracy of +/- 6 seconds.
 HK0289
 HK0289.The orthometric height was determined by differential leveling
 HK0289.and adjusted by the National Geodetic Survey in 1992..
 HK0289.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HK0289.rate of 1.1 thru 2.0 mm/km.
 HK0289
 HK0289.The geoid height was determined by GEOID03.
 HK0289
 HK0289.The dynamic height is computed by dividing the NAVD 88
 HK0289.geopotential number by the normal gravity value computed on the
 HK0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0289.degrees latitude (g = 980.6199 gals.).
 HK0289
 HK0289.The modeled gravity was interpolated from observed gravity values.
 HK0289
 HK0289;                    North         East    Units  Estimated Accuracy
 HK0289;SPC CO S     -   384,760.      877,770.      MT  (+/- 180 meters Scaled)
 HK0289
 HK0289                          SUPERSEDED SURVEY CONTROL
 HK0289
 HK0289  NGVD 29 (??/??/92) 2304.167  (m)         7559.59   (f) ADJ UNCH    1 2
 HK0289
 HK0289.Superseded values are not recommended for survey control.
 HK0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0289.See file dsdata.txt to determine how the superseded data were derived.
 HK0289
 HK0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB191381(NAD 83)
 HK0289_MARKER: P = PIPE CAP
 HK0289_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HK0289_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HK0289_STAMPING: 7561 1920
 HK0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0289
 HK0289  HISTORY     - Date     Condition        Report By
 HK0289  HISTORY     - 1920     MONUMENTED       USGS
 HK0289  HISTORY     - 1934     GOOD             NGS
 HK0289  HISTORY     - 1984     MARK NOT FOUND   NGS
 HK0289
 HK0289                          STATION DESCRIPTION
 HK0289
 HK0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HK0289'6.3 MI S FROM ALAMOSA.
 HK0289'ABOUT 6.3 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN
 HK0289'RAILROAD FROM ALAMOSA, ALAMOSA COUNTY, ABOUT 1.0 MILE SOUTH OF
 HK0289'A SIDING AT HENRY, OPPOSITE MILEPOST 258, ABOUT 110 FEET SOUTH
 HK0289'OF THE CENTER LINE OF THE TRACK, AND IN THE WEST ROAD DITCH.
 HK0289'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 7561 1920
 HK0289'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE, ENCASED IN AN
 HK0289'18-INCH CONCRETE POST ABOUT 2-1/2 FEET HIGH.
 HK0289
 HK0289                          STATION RECOVERY (1984)
 HK0289
 HK0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0385 ***********************************************************************
 HK0385  DESIGNATION -  7564
 HK0385  PID         -  HK0385
 HK0385  STATE/COUNTY-  CO/SAGUACHE
 HK0385  USGS QUAD   -  MOFFAT SOUTH (1968)
 HK0385
 HK0385                         *CURRENT SURVEY CONTROL
 HK0385  ___________________________________________________________________
 HK0385* NAD 83(1986)-  37 59 57.     (N)    105 54 30.     (W)     SCALED    
 HK0385* NAVD 88     -      2305.895  (meters)    7565.26   (feet)  POSTED    
 HK0385  ___________________________________________________________________
 HK0385  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 HK0385  DYNAMIC HT  -        2302.990 (meters)    7555.73  (feet)  COMP
 HK0385  MODELED GRAV-     979,286.6   (mgal)                       NAVD 88
 HK0385
 HK0385  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 HK0385
 HK0385.The horizontal coordinates were scaled from a topographic map and have
 HK0385.an estimated accuracy of +/- 6 seconds.
 HK0385
 HK0385.The orthometric height was determined by differential leveling
 HK0385.and adjusted by the National Geodetic Survey in 1992..
 HK0385.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 HK0385.rate of 3.1 thru 4.0 mm/km.
 HK0385
 HK0385.The geoid height was determined by GEOID03.
 HK0385
 HK0385.The dynamic height is computed by dividing the NAVD 88
 HK0385.geopotential number by the normal gravity value computed on the
 HK0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0385.degrees latitude (g = 980.6199 gals.).
 HK0385
 HK0385.The modeled gravity was interpolated from observed gravity values.
 HK0385
 HK0385;                    North         East    Units  Estimated Accuracy
 HK0385;SPC CO S     -   452,770.      878,540.      MT  (+/- 180 meters Scaled)
 HK0385
 HK0385                          SUPERSEDED SURVEY CONTROL
 HK0385
 HK0385  NGVD 29 (??/??/92) 2304.658  (m)         7561.20   (f) ADJ UNCH    1 2
 HK0385
 HK0385.Superseded values are not recommended for survey control.
 HK0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0385.See file dsdata.txt to determine how the superseded data were derived.
 HK0385
 HK0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC202061(NAD 83)
 HK0385_MARKER: DD = SURVEY DISK
 HK0385_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HK0385_SP_SET: SIDEWALK
 HK0385_STAMPING: 7564
 HK0385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0385
 HK0385  HISTORY     - Date     Condition        Report By
 HK0385  HISTORY     - UNK      MONUMENTED       USGS
 HK0385  HISTORY     - 1934     GOOD             NGS
 HK0385  HISTORY     - 1984     MARK NOT FOUND   NGS
 HK0385
 HK0385                          STATION DESCRIPTION
 HK0385
 HK0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HK0385'AT MOFFAT.
 HK0385'AT MOFFAT, SAGUACHE COUNTY, ABOUT 90 FEET EAST OF THE DENVER AND
 HK0385'RIO GRANDE WESTERN RAILROAD STATION, 19 FEET SOUTH OF THE SOUTH
 HK0385'SIDE OF THE STATION, AND IN THE SOUTH SIDE OF THE CONCRETE
 HK0385'SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HK0385'STAMPED 7564.
 HK0385
 HK0385                          STATION RECOVERY (1984)
 HK0385
 HK0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0385'THE OLD RAILROAD STATION AND SIDEWALK HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0121 ***********************************************************************
 JJ0121  DESIGNATION -  757+00
 JJ0121  PID         -  JJ0121
 JJ0121  STATE/COUNTY-  CO/KIOWA
 JJ0121  USGS QUAD   -  SHERIDAN LAKE (1968)
 JJ0121
 JJ0121                         *CURRENT SURVEY CONTROL
 JJ0121  ___________________________________________________________________
 JJ0121* NAD 83(1986)-  38 28 08.     (N)    102 16 19.     (W)     SCALED    
 JJ0121* NAVD 88     -      1240.308  (meters)    4069.24   (feet)  ADJUSTED  
 JJ0121  ___________________________________________________________________
 JJ0121  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 JJ0121  DYNAMIC HT  -        1239.152 (meters)    4065.45  (feet)  COMP
 JJ0121  MODELED GRAV-     979,653.9   (mgal)                       NAVD 88
 JJ0121
 JJ0121  VERT ORDER  -  SECOND    CLASS 0
 JJ0121
 JJ0121.The horizontal coordinates were scaled from a topographic map and have
 JJ0121.an estimated accuracy of +/- 6 seconds.
 JJ0121
 JJ0121.The orthometric height was determined by differential leveling
 JJ0121.and adjusted by the National Geodetic Survey in June 1991..
 JJ0121
 JJ0121.The geoid height was determined by GEOID03.
 JJ0121
 JJ0121.The dynamic height is computed by dividing the NAVD 88
 JJ0121.geopotential number by the normal gravity value computed on the
 JJ0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0121.degrees latitude (g = 980.6199 gals.).
 JJ0121
 JJ0121.The modeled gravity was interpolated from observed gravity values.
 JJ0121
 JJ0121;                    North         East    Units  Estimated Accuracy
 JJ0121;SPC CO S     -   509,690.    1,196,060.      MT  (+/- 180 meters Scaled)
 JJ0121
 JJ0121                          SUPERSEDED SURVEY CONTROL
 JJ0121
 JJ0121  NGVD 29 (??/??/92) 1239.793  (m)         4067.55   (f) ADJ UNCH    2 0
 JJ0121
 JJ0121.Superseded values are not recommended for survey control.
 JJ0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0121.See file dsdata.txt to determine how the superseded data were derived.
 JJ0121
 JJ0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC380613(NAD 83)
 JJ0121_MARKER: X = CHISELED CROSS
 JJ0121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0121_SP_SET: CULVERT
 JJ0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0121
 JJ0121  HISTORY     - Date     Condition        Report By
 JJ0121  HISTORY     - UNK      MONUMENTED       CGS
 JJ0121  HISTORY     - 1941     GOOD             NGS
 JJ0121
 JJ0121                          STATION DESCRIPTION
 JJ0121
 JJ0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0121'1.1 MI E FROM SHERIDAN LAKE.
 JJ0121'TO REACH BENCH MARK FROM THE RAILROAD STATION AT SHERIDAN LAKE, GO
 JJ0121'1.1 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD TO SITE OF BENCH
 JJ0121'MARK.  BENCH MARK IS A CHISELED CROSS ON THE SOUTHWEST CORNER OF
 JJ0121'THE SOUTH HEADWALL OF A CONCRETE BOX CULVERT, 15.0 FEET SOUTH OF
 JJ0121'AND ABOUT 3.0 FEET BELOW THE CENTERLINE OF THE RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0731 ***********************************************************************
 KK0731  DESIGNATION -  7572
 KK0731  PID         -  KK0731
 KK0731  STATE/COUNTY-  CO/PARK
 KK0731  USGS QUAD   -  BAILEY (1987)
 KK0731
 KK0731                         *CURRENT SURVEY CONTROL
 KK0731  ___________________________________________________________________
 KK0731* NAD 83(1986)-  39 23 03.     (N)    105 26 09.     (W)     SCALED    
 KK0731* NAVD 88     -      2308.806  (meters)    7574.81   (feet)  ADJUSTED  
 KK0731  ___________________________________________________________________
 KK0731  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 KK0731  DYNAMIC HT  -        2306.225 (meters)    7566.34  (feet)  COMP
 KK0731  MODELED GRAV-     979,425.8   (mgal)                       NAVD 88
 KK0731
 KK0731  VERT ORDER  -  FIRST     CLASS II
 KK0731
 KK0731.The horizontal coordinates were scaled from a topographic map and have
 KK0731.an estimated accuracy of +/- 6 seconds.
 KK0731
 KK0731.The orthometric height was determined by differential leveling
 KK0731.and adjusted by the National Geodetic Survey in June 1991..
 KK0731
 KK0731.The geoid height was determined by GEOID03.
 KK0731
 KK0731.The dynamic height is computed by dividing the NAVD 88
 KK0731.geopotential number by the normal gravity value computed on the
 KK0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0731.degrees latitude (g = 980.6199 gals.).
 KK0731
 KK0731.The modeled gravity was interpolated from observed gravity values.
 KK0731
 KK0731;                    North         East    Units  Estimated Accuracy
 KK0731;SPC CO C     -   476,960.      919,930.      MT  (+/- 180 meters Scaled)
 KK0731
 KK0731                          SUPERSEDED SURVEY CONTROL
 KK0731
 KK0731  NGVD 29 (??/??/92) 2307.544  (m)         7570.67   (f) ADJ UNCH    1 2
 KK0731
 KK0731.Superseded values are not recommended for survey control.
 KK0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0731.See file dsdata.txt to determine how the superseded data were derived.
 KK0731
 KK0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD624595(NAD 83)
 KK0731_MARKER: DD = SURVEY DISK
 KK0731_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0731_SP_SET: BRIDGE
 KK0731_STAMPING: 7572
 KK0731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0731
 KK0731  HISTORY     - Date     Condition        Report By
 KK0731  HISTORY     - UNK      MONUMENTED       USGS
 KK0731  HISTORY     - 1951     GOOD             NGS
 KK0731  HISTORY     - 1955     GOOD             NGS
 KK0731
 KK0731                          STATION DESCRIPTION
 KK0731
 KK0731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0731'2.8 MI E FROM BAILEY.
 KK0731'0.55 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 KK0731'BAILEY, THENCE 2.25 MILES EAST ALONG THE ABANDONED COLORADO AND
 KK0731'SOUTHERN RAILROAD GRADE, AT A STEEL BRIDGE OVER THE NORTH FORK
 KK0731'OF THE SOUTH PLATTE RIVER, 0.15 MILE WEST OF THE OLD RAILROAD
 KK0731'STATION AT ESTABROOK WHICH IS NOW A FARMHOUSE, 9 FEET SOUTH OF
 KK0731'THE CENTER LINE OF THE OLD RAILROAD GRADE, SET IN THE TOP OF THE
 KK0731'SOUTHEAST GRANITE ABUTMENT OF A STEEL BRIDGE.
 KK0731
 KK0731                          STATION RECOVERY (1955)
 KK0731
 KK0731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0054 ***********************************************************************
 JM0054  DESIGNATION -  7577
 JM0054  PID         -  JM0054
 JM0054  STATE/COUNTY-  CO/MONTROSE
 JM0054  USGS QUAD   -  UTE (1994)
 JM0054
 JM0054                         *CURRENT SURVEY CONTROL
 JM0054  ___________________________________________________________________
 JM0054* NAD 83(1986)-  38 15 20.     (N)    108 16 15.     (W)     SCALED    
 JM0054* NAVD 88     -      2310.285  (meters)    7579.66   (feet)  ADJUSTED  
 JM0054  ___________________________________________________________________
 JM0054  GEOID HEIGHT-         -17.29  (meters)                     GEOID03
 JM0054  DYNAMIC HT  -        2307.411 (meters)    7570.23  (feet)  COMP
 JM0054  MODELED GRAV-     979,302.3   (mgal)                       NAVD 88
 JM0054
 JM0054  VERT ORDER  -  SECOND    CLASS 0
 JM0054
 JM0054.The horizontal coordinates were scaled from a topographic map and have
 JM0054.an estimated accuracy of +/- 6 seconds.
 JM0054
 JM0054.The orthometric height was determined by differential leveling
 JM0054.and adjusted by the National Geodetic Survey in June 1991..
 JM0054
 JM0054.The geoid height was determined by GEOID03.
 JM0054
 JM0054.The dynamic height is computed by dividing the NAVD 88
 JM0054.geopotential number by the normal gravity value computed on the
 JM0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0054.degrees latitude (g = 980.6199 gals.).
 JM0054
 JM0054.The modeled gravity was interpolated from observed gravity values.
 JM0054
 JM0054;                    North         East    Units  Estimated Accuracy
 JM0054;SPC CO S     -   484,740.      671,920.      MT  (+/- 180 meters Scaled)
 JM0054
 JM0054                          SUPERSEDED SURVEY CONTROL
 JM0054
 JM0054  NGVD 29 (??/??/92) 2308.885  (m)         7575.07   (f) ADJ UNCH    2 0
 JM0054
 JM0054.Superseded values are not recommended for survey control.
 JM0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0054.See file dsdata.txt to determine how the superseded data were derived.
 JM0054
 JM0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH388376(NAD 83)
 JM0054_MARKER: DD = SURVEY DISK
 JM0054_SETTING: 80 = SET IN A BOULDER
 JM0054_SP_SET: BOULDER
 JM0054_STAMPING: 7577
 JM0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0054+STABILITY: SURFACE MOTION
 JM0054
 JM0054  HISTORY     - Date     Condition        Report By
 JM0054  HISTORY     - UNK      MONUMENTED       USGS
 JM0054  HISTORY     - 1934     GOOD             NGS
 JM0054
 JM0054                          STATION DESCRIPTION
 JM0054
 JM0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JM0054'21.8 MI NE FROM NATURITA.
 JM0054'21.8 MILES NORTHEAST OF, ALONG STATE HWY. 90, FROM NATURITA PUBLIC
 JM0054'SCHOOL.  75 FEET NORTH OF CENTERLINE OF STATE HWY. 90.  50 FEET SOUTH
 JM0054'OF CISTERN.  50 FEET EAST OF CENTER OF WAGON GATE.  36 FEET SOUTHWEST
 JM0054'OF SOUTHWEST END OF PELHAM RANGER STA.  15 FEET ABOVE LEVEL OF
 JM0054'HIGHWAY.  9 FEET SOUTH OF FENCE LINE.  BRONZE TABLET SET HORIZONTALLY
 JM0054'IN TOP OF LARGE SANDSTONE BOULDER, 7 FT. WIDE, 12 FT. LONG, 2 FT.
 JM0054'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0285 ***********************************************************************
 HK0285  DESIGNATION -  7580
 HK0285  PID         -  HK0285
 HK0285  STATE/COUNTY-  CO/CONEJOS
 HK0285  USGS QUAD   -  LA JARA (1982)
 HK0285
 HK0285                         *CURRENT SURVEY CONTROL
 HK0285  ___________________________________________________________________
 HK0285* NAD 83(1986)-  37 20 57.     (N)    105 56 00.     (W)     SCALED    
 HK0285* NAVD 88     -      2311.020  (meters)    7582.07   (feet)  POSTED    
 HK0285  ___________________________________________________________________
 HK0285  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 HK0285  DYNAMIC HT  -        2307.970 (meters)    7572.06  (feet)  COMP
 HK0285  MODELED GRAV-     979,227.2   (mgal)                       NAVD 88
 HK0285
 HK0285  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HK0285
 HK0285.The horizontal coordinates were scaled from a topographic map and have
 HK0285.an estimated accuracy of +/- 6 seconds.
 HK0285
 HK0285.The orthometric height was determined by differential leveling
 HK0285.and adjusted by the National Geodetic Survey in 1992..
 HK0285.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HK0285.rate of 1.1 thru 2.0 mm/km.
 HK0285
 HK0285.The geoid height was determined by GEOID03.
 HK0285
 HK0285.The dynamic height is computed by dividing the NAVD 88
 HK0285.geopotential number by the normal gravity value computed on the
 HK0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0285.degrees latitude (g = 980.6199 gals.).
 HK0285
 HK0285.The modeled gravity was interpolated from observed gravity values.
 HK0285
 HK0285;                    North         East    Units  Estimated Accuracy
 HK0285;SPC CO S     -   380,640.      876,010.      MT  (+/- 180 meters Scaled)
 HK0285
 HK0285                          SUPERSEDED SURVEY CONTROL
 HK0285
 HK0285  NGVD 29 (??/??/92) 2309.806  (m)         7578.09   (f) ADJ UNCH    1 2
 HK0285
 HK0285.Superseded values are not recommended for survey control.
 HK0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0285.See file dsdata.txt to determine how the superseded data were derived.
 HK0285
 HK0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB173340(NAD 83)
 HK0285_MARKER: P = PIPE CAP
 HK0285_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HK0285_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HK0285_STAMPING: 7580 1920
 HK0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0285
 HK0285  HISTORY     - Date     Condition        Report By
 HK0285  HISTORY     - 1920     MONUMENTED       USGS
 HK0285  HISTORY     - 1934     GOOD             NGS
 HK0285  HISTORY     - 1984     MARK NOT FOUND   NGS
 HK0285
 HK0285                          STATION DESCRIPTION
 HK0285
 HK0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HK0285'5.3 MI N FROM LA JARA.
 HK0285'IN CONEJOS COUNTY, ABOUT 5.3 MILES NORTH ALONG THE DENVER AND
 HK0285'RIO GRANDE WESTERN RAILROAD FROM LA JARA, CONEJOS COUNTY, ABOUT
 HK0285'1.3 MILES SOUTH OF ESTRELLA, ALAMOSA COUNTY, ABOUT 60 YARDS
 HK0285'NORTH OF MILEPOST 261, ABOUT 110 FEET WEST OF THE CENTER LINE OF
 HK0285'THE TRACK, AND IN THE WEST ROAD DITCH.  A UNITED STATES GEOLOGICAL
 HK0285'SURVEY STANDARD CAP, STAMPED 7580 1920 AND RIVETED ON THE TOP
 HK0285'OF A 3-1/2-INCH IRON PIPE, ENCASED IN AN 18-INCH CONCRETE POST
 HK0285'ABOUT 2-1/2 FEET HIGH.
 HK0285
 HK0285                          STATION RECOVERY (1984)
 HK0285
 HK0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0123 ***********************************************************************
 JJ0123  DESIGNATION -  758+05
 JJ0123  PID         -  JJ0123
 JJ0123  STATE/COUNTY-  CO/KIOWA
 JJ0123  USGS QUAD   -  SHERIDAN LAKE (1968)
 JJ0123
 JJ0123                         *CURRENT SURVEY CONTROL
 JJ0123  ___________________________________________________________________
 JJ0123* NAD 83(1986)-  38 28 01.     (N)    102 17 21.     (W)     SCALED    
 JJ0123* NAVD 88     -      1241.662  (meters)    4073.69   (feet)  ADJUSTED  
 JJ0123  ___________________________________________________________________
 JJ0123  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 JJ0123  DYNAMIC HT  -        1240.505 (meters)    4069.89  (feet)  COMP
 JJ0123  MODELED GRAV-     979,653.3   (mgal)                       NAVD 88
 JJ0123
 JJ0123  VERT ORDER  -  SECOND    CLASS 0
 JJ0123
 JJ0123.The horizontal coordinates were scaled from a topographic map and have
 JJ0123.an estimated accuracy of +/- 6 seconds.
 JJ0123
 JJ0123.The orthometric height was determined by differential leveling
 JJ0123.and adjusted by the National Geodetic Survey in June 1991..
 JJ0123
 JJ0123.The geoid height was determined by GEOID03.
 JJ0123
 JJ0123.The dynamic height is computed by dividing the NAVD 88
 JJ0123.geopotential number by the normal gravity value computed on the
 JJ0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0123.degrees latitude (g = 980.6199 gals.).
 JJ0123
 JJ0123.The modeled gravity was interpolated from observed gravity values.
 JJ0123
 JJ0123;                    North         East    Units  Estimated Accuracy
 JJ0123;SPC CO S     -   509,430.    1,194,570.      MT  (+/- 180 meters Scaled)
 JJ0123
 JJ0123                          SUPERSEDED SURVEY CONTROL
 JJ0123
 JJ0123  NGVD 29 (??/??/92) 1241.146  (m)         4071.99   (f) ADJ UNCH    2 0
 JJ0123
 JJ0123.Superseded values are not recommended for survey control.
 JJ0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0123.See file dsdata.txt to determine how the superseded data were derived.
 JJ0123
 JJ0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC365611(NAD 83)
 JJ0123_MARKER: Z = SEE DESCRIPTION
 JJ0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0123_SP_SET: CONCRETE BASE
 JJ0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0123
 JJ0123  HISTORY     - Date     Condition        Report By
 JJ0123  HISTORY     - UNK      MONUMENTED       CGS
 JJ0123  HISTORY     - 1941     GOOD             NGS
 JJ0123
 JJ0123                          STATION DESCRIPTION
 JJ0123
 JJ0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0123'AT SHERIDAN LAKE.
 JJ0123'BENCH MARK IS AT SHERIDAN LAKE ALONG THE MISSOURI PACIFIC RAILROAD.
 JJ0123'IT IS THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE OF TRAIN
 JJ0123'CONTROL SIGNAL AT THE RAILROAD STATION, 14.0 FEET SOUTH OF THE
 JJ0123'CENTERLINE OF THE MAIN TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0124 ***********************************************************************
 JJ0124  DESIGNATION -  758+15
 JJ0124  PID         -  JJ0124
 JJ0124  STATE/COUNTY-  CO/KIOWA
 JJ0124  USGS QUAD   -  SHERIDAN LAKE (1968)
 JJ0124
 JJ0124                         *CURRENT SURVEY CONTROL
 JJ0124  ___________________________________________________________________
 JJ0124* NAD 83(1986)-  38 27 58.     (N)    102 17 37.     (W)     SCALED    
 JJ0124* NAVD 88     -      1236.586  (meters)    4057.03   (feet)  ADJUSTED  
 JJ0124  ___________________________________________________________________
 JJ0124  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 JJ0124  DYNAMIC HT  -        1235.434 (meters)    4053.25  (feet)  COMP
 JJ0124  MODELED GRAV-     979,653.2   (mgal)                       NAVD 88
 JJ0124
 JJ0124  VERT ORDER  -  SECOND    CLASS 0
 JJ0124
 JJ0124.The horizontal coordinates were scaled from a topographic map and have
 JJ0124.an estimated accuracy of +/- 6 seconds.
 JJ0124
 JJ0124.The orthometric height was determined by differential leveling
 JJ0124.and adjusted by the National Geodetic Survey in June 1991..
 JJ0124
 JJ0124.The geoid height was determined by GEOID03.
 JJ0124
 JJ0124.The dynamic height is computed by dividing the NAVD 88
 JJ0124.geopotential number by the normal gravity value computed on the
 JJ0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0124.degrees latitude (g = 980.6199 gals.).
 JJ0124
 JJ0124.The modeled gravity was interpolated from observed gravity values.
 JJ0124
 JJ0124;                    North         East    Units  Estimated Accuracy
 JJ0124;SPC CO S     -   509,320.    1,194,180.      MT  (+/- 180 meters Scaled)
 JJ0124
 JJ0124                          SUPERSEDED SURVEY CONTROL
 JJ0124
 JJ0124  NGVD 29 (??/??/92) 1236.071  (m)         4055.34   (f) ADJ UNCH    2 0
 JJ0124
 JJ0124.Superseded values are not recommended for survey control.
 JJ0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0124.See file dsdata.txt to determine how the superseded data were derived.
 JJ0124
 JJ0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC361610(NAD 83)
 JJ0124_MARKER: R = RIVET
 JJ0124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0124_SP_SET: CULVERT
 JJ0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0124+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2001
 JJ0124
 JJ0124  HISTORY     - Date     Condition        Report By
 JJ0124  HISTORY     - UNK      MONUMENTED       CGS
 JJ0124  HISTORY     - 1941     GOOD             NGS
 JJ0124  HISTORY     - 20010621 GOOD             LOCSUR
 JJ0124
 JJ0124                          STATION DESCRIPTION
 JJ0124
 JJ0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0124'0.2 MI W FROM SHERIDAN LAKE.
 JJ0124'TO REACH BENCH MARK FROM THE RAILROAD STATION AT SHERIDAN LAKE, GO
 JJ0124'0.25 MILE WEST ALONG THE MISSOURI PACIFIC RAILROAD TO SITE OF BENCH
 JJ0124'MARK.  BENCH MARK IS A MONEL METAL RIVET ON TOP OF THE WEST END OF
 JJ0124'THE SOUTH CONCRETE HEADWALL OF A DOUBLE TILE CULVERT, 24.0 FEET
 JJ0124'SOUTH OF AND ABOUT 10.0 FEET BELOW THE CENTERLINE OF THE RAILROAD
 JJ0124'TRACK.
 JJ0124
 JJ0124                          STATION RECOVERY (2001)
 JJ0124
 JJ0124'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (MSJ)
 JJ0124'THE MARK IS BURIED UNDER RAILROAD EMBANKMENT ON THE TOP OF THE
 JJ0124'CONCRETE HEADWALL.  TWO LARGE CMP'S HAVE REPLACED THE DOUBLE TILE
 JJ0124'CULVERT.  MARK LIES 67 FEET NORTHERLY OF THE CENTERLINE OF COLORADO
 JJ0124'STATE HIGHWAY NO. 96.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0362 ***********************************************************************
 JL0362  DESIGNATION -  7586
 JL0362  PID         -  JL0362
 JL0362  STATE/COUNTY-  CO/OURAY
 JL0362  USGS QUAD   -  OURAY (1983)
 JL0362
 JL0362                         *CURRENT SURVEY CONTROL
 JL0362  ___________________________________________________________________
 JL0362* NAD 83(1986)-  38 03 06.     (N)    107 41 14.     (W)     SCALED    
 JL0362* NAVD 88     -      2312.086  (meters)    7585.57   (feet)  POSTED    
 JL0362  ___________________________________________________________________
 JL0362  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 JL0362  DYNAMIC HT  -        2309.040 (meters)    7575.58  (feet)  COMP
 JL0362  MODELED GRAV-     979,231.4   (mgal)                       NAVD 88
 JL0362
 JL0362  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JL0362
 JL0362.The horizontal coordinates were scaled from a topographic map and have
 JL0362.an estimated accuracy of +/- 6 seconds.
 JL0362
 JL0362.The orthometric height was determined by differential leveling
 JL0362.and adjusted by the National Geodetic Survey in 1992..
 JL0362.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JL0362.rate of 2.1 thru 3.0 mm/km.
 JL0362
 JL0362.The geoid height was determined by GEOID03.
 JL0362
 JL0362.The dynamic height is computed by dividing the NAVD 88
 JL0362.geopotential number by the normal gravity value computed on the
 JL0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0362.degrees latitude (g = 980.6199 gals.).
 JL0362
 JL0362.The modeled gravity was interpolated from observed gravity values.
 JL0362
 JL0362;                    North         East    Units  Estimated Accuracy
 JL0362;SPC CO S     -   460,760.      722,450.      MT  (+/- 180 meters Scaled)
 JL0362
 JL0362                          SUPERSEDED SURVEY CONTROL
 JL0362
 JL0362  NGVD 29 (??/??/92) 2310.579  (m)         7580.62   (f) ADJ UNCH    1 2
 JL0362
 JL0362.Superseded values are not recommended for survey control.
 JL0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0362.See file dsdata.txt to determine how the superseded data were derived.
 JL0362
 JL0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC642149(NAD 83)
 JL0362_MARKER: P = PIPE CAP
 JL0362_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JL0362_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JL0362_STAMPING: 7580.625 OURAY
 JL0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JL0362
 JL0362  HISTORY     - Date     Condition        Report By
 JL0362  HISTORY     - UNK      MONUMENTED       USGS
 JL0362  HISTORY     - 1928     GOOD             NGS
 JL0362  HISTORY     - 1968     GOOD             NGS
 JL0362  HISTORY     - 1985     MARK NOT FOUND   NGS
 JL0362
 JL0362                          STATION DESCRIPTION
 JL0362
 JL0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 JL0362'2.2 MI N FROM OURAY.
 JL0362'ABOUT 2.2 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0362'FROM THE STATION AT OURAY, OURAY COUNTY, ABOUT 1/4 MILE SOUTH OF
 JL0362'MILEPOST D 387, AT LOTUS (FORMERLY BATCHELOR SWITCH), 78 FEET NORTH OF
 JL0362'THE SWITCH STAND AT THE NORTH END OF THE SIDING, 20 FEET NORTH OF THE
 JL0362'DALLAS TRAIL WAGON-ROAD CROSSING, 33 FEET WEST OF THE CENTER LINE OF
 JL0362'THE TRACK, IN THE SOUTHEAST CORNER OF THE YARD TO A LOG HOUSE OCCUPIED
 JL0362'IN 1935 BY MR. WARD, 16 FEET NORTH OF THE SOUTH FENCE, 20 FEET WEST OF
 JL0362'THE EAST FENCE, AND ABOUT 2 FEET HIGHER THAN THE TRACK. A UNITED
 JL0362'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 7580.625 OURAY AND
 JL0362'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING ABOUT 8 INCHES
 JL0362'ABOVE GROUND.
 JL0362
 JL0362                          STATION RECOVERY (1968)
 JL0362
 JL0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JL0362'RECOVERED IN GOOD CONDITION.
 JL0362
 JL0362                          STATION RECOVERY (1985)
 JL0362
 JL0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JL0362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0604 ***********************************************************************
 JK0604  DESIGNATION -  7592
 JK0604  PID         -  JK0604
 JK0604  STATE/COUNTY-  CO/SAGUACHE
 JK0604  USGS QUAD   -  MOFFAT NORTH (1979)
 JK0604
 JK0604                         *CURRENT SURVEY CONTROL
 JK0604  ___________________________________________________________________
 JK0604* NAD 83(1986)-  38 03 11.     (N)    105 54 50.     (W)     SCALED    
 JK0604* NAVD 88     -      2314.506  (meters)    7593.51   (feet)  POSTED    
 JK0604  ___________________________________________________________________
 JK0604  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 JK0604  DYNAMIC HT  -        2311.600 (meters)    7583.97  (feet)  COMP
 JK0604  MODELED GRAV-     979,289.6   (mgal)                       NAVD 88
 JK0604
 JK0604  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JK0604
 JK0604.The horizontal coordinates were scaled from a topographic map and have
 JK0604.an estimated accuracy of +/- 6 seconds.
 JK0604
 JK0604.The orthometric height was determined by differential leveling
 JK0604.and adjusted by the National Geodetic Survey in 1992..
 JK0604.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JK0604.rate of 2.1 thru 3.0 mm/km.
 JK0604
 JK0604.The geoid height was determined by GEOID03.
 JK0604
 JK0604.The dynamic height is computed by dividing the NAVD 88
 JK0604.geopotential number by the normal gravity value computed on the
 JK0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0604.degrees latitude (g = 980.6199 gals.).
 JK0604
 JK0604.The modeled gravity was interpolated from observed gravity values.
 JK0604
 JK0604;                    North         East    Units  Estimated Accuracy
 JK0604;SPC CO S     -   458,750.      878,080.      MT  (+/- 180 meters Scaled)
 JK0604
 JK0604                          SUPERSEDED SURVEY CONTROL
 JK0604
 JK0604  NGVD 29 (??/??/92) 2313.246  (m)         7589.37   (f) ADJ UNCH    1 2
 JK0604
 JK0604.Superseded values are not recommended for survey control.
 JK0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0604.See file dsdata.txt to determine how the superseded data were derived.
 JK0604
 JK0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC198120(NAD 83)
 JK0604_MARKER: DB = BENCH MARK DISK
 JK0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0604_STAMPING: 7592
 JK0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0604+STABILITY: SURFACE MOTION
 JK0604
 JK0604  HISTORY     - Date     Condition        Report By
 JK0604  HISTORY     - 1933     MONUMENTED       USGS
 JK0604
 JK0604                          STATION DESCRIPTION
 JK0604
 JK0604'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 JK0604'3.7 MI N FROM MOFFAT.
 JK0604'3.7 MILES NORTH OF MOFFAT, ALONG THE D. AND R.G.W. R.R. AT M.P. 259 ON
 JK0604'THE WEST EDGE OF THE RIGHT-OF-WAY (RESET IN 12X12 CONCRETE POST AT
 JK0604'SAME APPROXIMATE ELEVATION)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0605 ***********************************************************************
 JK0605  DESIGNATION -  7592 RESET
 JK0605  PID         -  JK0605
 JK0605  STATE/COUNTY-  CO/SAGUACHE
 JK0605  USGS QUAD   -  MOFFAT NORTH (1979)
 JK0605
 JK0605                         *CURRENT SURVEY CONTROL
 JK0605  ___________________________________________________________________
 JK0605* NAD 83(1986)-  38 03 11.     (N)    105 54 50.     (W)     SCALED    
 JK0605* NAVD 88     -      2314.505  (meters)    7593.51   (feet)  ADJUSTED  
 JK0605  ___________________________________________________________________
 JK0605  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 JK0605  DYNAMIC HT  -        2311.597 (meters)    7583.96  (feet)  COMP
 JK0605  MODELED GRAV-     979,289.6   (mgal)                       NAVD 88
 JK0605
 JK0605  VERT ORDER  -  FIRST     CLASS II
 JK0605
 JK0605.The horizontal coordinates were scaled from a topographic map and have
 JK0605.an estimated accuracy of +/- 6 seconds.
 JK0605
 JK0605.The orthometric height was determined by differential leveling
 JK0605.and adjusted by the National Geodetic Survey in June 1991..
 JK0605
 JK0605.The geoid height was determined by GEOID03.
 JK0605
 JK0605.The dynamic height is computed by dividing the NAVD 88
 JK0605.geopotential number by the normal gravity value computed on the
 JK0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0605.degrees latitude (g = 980.6199 gals.).
 JK0605
 JK0605.The modeled gravity was interpolated from observed gravity values.
 JK0605
 JK0605;                    North         East    Units  Estimated Accuracy
 JK0605;SPC CO S     -   458,750.      878,080.      MT  (+/- 180 meters Scaled)
 JK0605
 JK0605                          SUPERSEDED SURVEY CONTROL
 JK0605
 JK0605.No superseded survey control is available for this station.
 JK0605
 JK0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC198120(NAD 83)
 JK0605_MARKER: DB = BENCH MARK DISK
 JK0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0605_STAMPING: 7592
 JK0605_MARK LOGO: USGS  
 JK0605_PROJECTION: PROJECTING 10 CENTIMETERS
 JK0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0605+STABILITY: SURFACE MOTION
 JK0605
 JK0605  HISTORY     - Date     Condition        Report By
 JK0605  HISTORY     - 1933     MONUMENTED       USGS
 JK0605  HISTORY     - 1984     GOOD             NGS
 JK0605
 JK0605                          STATION DESCRIPTION
 JK0605
 JK0605'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 JK0605'3.7 MI N FROM MOFFAT.
 JK0605'ABOUT 3.7 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0605'FROM MOFFAT, SAGUACHE COUNTY, AT MILEPOST 259, ABOUT 50 FEET WEST
 JK0605'OF THE CENTER LINE OF THE TRACK, AND AT THE WEST EDGE OF THE
 JK0605'RIGHT-OF-WAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 JK0605'STAMPED 7592 AND SET IN THE TOP OF A CONCRETE POST.
 JK0605
 JK0605                          STATION RECOVERY (1984)
 JK0605
 JK0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0605'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  5.9 KM (3.65
 JK0605'MI) NORTHERLY ALONG STATE HIGHWAY 17 FROM THE POST OFFICE IN MOFFAT,
 JK0605'0.3 KM (0.2 MI) SOUTH OF THE INTERSECTION OF COUNTY ROAD X, 47.5 M
 JK0605'(155.8 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 15.3 M (50.2 FT)
 JK0605'WEST OF THE CENTER OF AN OLD RAILROAD GRADE.  NOTE--THE DISK IS ONLY
 JK0605'STAMPED 7592, RECOVERY NOTE FROM USGS STATED THEY RESET IT IN 1933.
 JK0605'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JK0605'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1849 ***********************************************************************
 KK1849  DESIGNATION -  76
 KK1849  PID         -  KK1849
 KK1849  STATE/COUNTY-  CO/JEFFERSON
 KK1849  USGS QUAD   -  MORRISON (1994)
 KK1849
 KK1849                         *CURRENT SURVEY CONTROL
 KK1849  ___________________________________________________________________
 KK1849* NAD 83(1992)-  39 38 35.06613(N)    105 11 02.10074(W)     ADJUSTED  
 KK1849* NAVD 88     -      1973.5    (meters)    6475.     (feet)  VERTCON   
 KK1849  ___________________________________________________________________
 KK1849  LAPLACE CORR-         -20.58  (seconds)                    DEFLEC99
 KK1849  GEOID HEIGHT-         -15.56  (meters)                     GEOID03
 KK1849
 KK1849  HORZ ORDER  -  SECOND
 KK1849
 KK1849.The horizontal coordinates were established by classical geodetic methods
 KK1849.and adjusted by the National Geodetic Survey in January 1993..
 KK1849
 KK1849.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1849
 KK1849.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1849
 KK1849.The geoid height was determined by GEOID03.
 KK1849
 KK1849;                    North         East     Units Scale Factor Converg.
 KK1849;SPC CO C     -   505,747.440   941,532.813   MT  0.99998060   +0 11 57.7
 KK1849;SPC CO C     - 1,659,273.06  3,089,012.24   sFT  0.99998060   +0 11 57.7
 KK1849;UTM  13      - 4,388,159.297   484,219.473   MT  0.99960307   -0 07 02.4
 KK1849
 KK1849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1849!SPC CO C     -   0.99969293  x   0.99998060  =   0.99967353
 KK1849!UTM  13      -   0.99969293  x   0.99960307  =   0.99929612
 KK1849
 KK1849|---------------------------------------------------------------------|
 KK1849| PID    Reference Object                     Distance      Geod. Az  |
 KK1849|                                                           dddmmss.s |
 KK1849| CP7176 76 RM 1                               7.032 METERS 05658     |
 KK1849| CP7175 76 AZ MK                                           0715420.8 |
 KK1849| CP7177 76 RM 2                              12.340 METERS 14659     |
 KK1849|---------------------------------------------------------------------|
 KK1849
 KK1849                          SUPERSEDED SURVEY CONTROL
 KK1849
 KK1849  NAD 83(1986)-  39 38 35.06339(N)    105 11 02.09839(W) AD(       ) 2
 KK1849  NAD 27      -  39 38 35.10480(N)    105 11 00.14173(W) AD(       ) 2
 KK1849  NGVD 29 (07/19/86) 1972.5    (m)         6471.     (f) VERT ANG       
 KK1849
 KK1849.Superseded values are not recommended for survey control.
 KK1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1849.See file dsdata.txt to determine how the superseded data were derived.
 KK1849
 KK1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8421988159(NAD 83)
 KK1849_MARKER: DD = SURVEY DISK
 KK1849_SETTING: 66 = SET IN ROCK OUTCROP
 KK1849
 KK1849  HISTORY     - Date     Condition        Report By
 KK1849  HISTORY     - 1977     MONUMENTED       CO-059
 KK1849
 KK1849                          STATION DESCRIPTION
 KK1849
 KK1849'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1849'THE STATION IS LOCATED 1/2 MILE SOUTHEAST OF THE TOWN OF
 KK1849'MORRISON, 1/2 MILE EAST OF STATE HIGHWAY 8, NEAR THE EAST 1/4
 KK1849'CORNER OF SECTION 2, T 5 S, R 70 W AND AT THE HIGHEST POINT ON
 KK1849'MOUNT GLENNON.
 KK1849'
 KK1849'TO REACH THIS STATION FROM MORRISON, GO EAST ON HIGHWAY 8 FOR
 KK1849'0.3 MILE TO ITS JUNCTION WITH SODA LAKES ROAD.  TURN RIGHT AND
 KK1849'GO SOUTH FOR 0.6 MILE TO A DRIVEWAY WITH A HOUSE ON THE RIGHT.
 KK1849'BEGIN THE 30 MINUTE PACK WEST, TO THE HIGHEST POINT ON THE
 KK1849'HOGBACK.
 KK1849'
 KK1849'TO REACH THE AZIMUTH MARK CONTINUE 0.2 MILE FURTHER SOUTH ON
 KK1849'SODA LAKES ROAD TO A POINT ON THE EAST SIDE OF THE ROAD.
 KK1849'
 KK1849'THE STATION MARK, STAMPED---76 JCMD 1977---, IS A 3-INCH BRONZE
 KK1849'DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP 12 FEET
 KK1849'EAST OF A JUNIPER TREE AND 59 FEET SOUTH OF A LOW POINT IN THE
 KK1849'HOGBACK.
 KK1849'
 KK1849'REFERENCE MARK 1, STAMPED---76 JCMD RM 1 1977---, IS A 3-INCH
 KK1849'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP 40
 KK1849'FEET EAST OF A JUNIPER TREE, 57 FEET SOUTH OF A LOW POINT IN
 KK1849'THE HOGBACK AND 23 FEET EAST OF THE CREST OF THE RIDGE.
 KK1849'
 KK1849'REFERENCE MARK 2, STAMPED---76 JCMD RM 2 1977---, IS A 3-INCH
 KK1849'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP,
 KK1849'40 FEET SOUTH-SOUTHEAST OF A JUNIPER TREE, 99 FEET SOUTH OF THE
 KK1849'LOW POINT IN THE HOGBACK AND 6 FEET WEST OF THE CREST OF THE
 KK1849'RIDGE.
 KK1849'
 KK1849'THE AZIMUTH MARK, STAMPED---76 JCMD AZM 1977---, IS A 3-INCH
 KK1849'BRONZE DISK CEMENTED IN A DRILL HOLE IN OLD IRREGULAR CONCRETE
 KK1849'MASS 31 FEET EAST OF THE CENTER OF THE HIGHWAY AND 600 FEET
 KK1849'NORTHWEST OF THE DAM OF WEST SODA LAKE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0034 ***********************************************************************
 HL0034  DESIGNATION -  7606
 HL0034  PID         -  HL0034
 HL0034  STATE/COUNTY-  CO/SAGUACHE
 HL0034  USGS QUAD   -  SWEDE CORNERS (1967)
 HL0034
 HL0034                         *CURRENT SURVEY CONTROL
 HL0034  ___________________________________________________________________
 HL0034* NAD 83(1986)-  37 53 36.     (N)    106 08 44.     (W)     SCALED    
 HL0034* NAVD 88     -      2318.93   (+/-2cm)    7608.0    (feet)  VERTCON   
 HL0034  ___________________________________________________________________
 HL0034  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 HL0034
 HL0034  VERT ORDER  -  ? (See Below)
 HL0034
 HL0034.The horizontal coordinates were scaled from a topographic map and have
 HL0034.an estimated accuracy of +/- 6 seconds.
 HL0034
 HL0034.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0034.The vertical order pertains to the NGVD 29 superseded value.
 HL0034
 HL0034.The geoid height was determined by GEOID03.
 HL0034
 HL0034;                    North         East    Units  Estimated Accuracy
 HL0034;SPC CO S     -   441,140.      857,620.      MT  (+/- 180 meters Scaled)
 HL0034
 HL0034                          SUPERSEDED SURVEY CONTROL
 HL0034
 HL0034  NGVD 29 (??/??/92) 2317.553  (m)         7603.51   (f) ADJ UNCH    ?  
 HL0034
 HL0034.Superseded values are not recommended for survey control.
 HL0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0034.See file dsdata.txt to determine how the superseded data were derived.
 HL0034
 HL0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB992945(NAD 83)
 HL0034_MARKER: DD = SURVEY DISK
 HL0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0034_STAMPING: 7606
 HL0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0034+STABILITY: SURFACE MOTION
 HL0034
 HL0034  HISTORY     - Date     Condition        Report By
 HL0034  HISTORY     - UNK      MONUMENTED       USGS
 HL0034  HISTORY     - 1934     POOR             NGS
 HL0034
 HL0034                          STATION DESCRIPTION
 HL0034
 HL0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HL0034'13.4 MI S FROM SAGUACHE.
 HL0034'ABOUT 13.4 MILES SOUTH ALONG U.S. HIGHWAY 285 FROM THE JUNCTION OF
 HL0034'STATE HIGHWAY 114 AT SAGUACHE, SAGUACHE COUNTY, AT VETERAN SCHOOL, AND
 HL0034'AT THE SOUTHEAST CORNER OF A ROAD INTERSECTION.  A UNITED STATES
 HL0034'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 7606 AND SET IN THE TOP OF A
 HL0034'CONCRETE POST.  NOTE-- THIS BENCH MARK HAD BEEN DISTURBED, WAS LEANING
 HL0034'AT AN ANGLE OF ABOUT 30 DEG, BUT WAS FAIRLY SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0002 ***********************************************************************
 HL0002  DESIGNATION -  7612
 HL0002  PID         -  HL0002
 HL0002  STATE/COUNTY-  CO/RIO GRANDE
 HL0002  USGS QUAD   -  HOMELAKE (1966)
 HL0002
 HL0002                         *CURRENT SURVEY CONTROL
 HL0002  ___________________________________________________________________
 HL0002* NAD 83(1986)-  37 32 22.     (N)    106 02 50.     (W)     SCALED    
 HL0002* NAVD 88     -      2320.772  (meters)    7614.07   (feet)  POSTED    
 HL0002  ___________________________________________________________________
 HL0002  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 HL0002  DYNAMIC HT  -        2317.730 (meters)    7604.09  (feet)  COMP
 HL0002  MODELED GRAV-     979,234.4   (mgal)                       NAVD 88
 HL0002
 HL0002  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 HL0002
 HL0002.The horizontal coordinates were scaled from a topographic map and have
 HL0002.an estimated accuracy of +/- 6 seconds.
 HL0002
 HL0002.The orthometric height was determined by differential leveling
 HL0002.and adjusted by the National Geodetic Survey in 1992..
 HL0002.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 HL0002.rate of 4.1 thru 8.0 mm/km.
 HL0002
 HL0002.The geoid height was determined by GEOID03.
 HL0002
 HL0002.The dynamic height is computed by dividing the NAVD 88
 HL0002.geopotential number by the normal gravity value computed on the
 HL0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0002.degrees latitude (g = 980.6199 gals.).
 HL0002
 HL0002.The modeled gravity was interpolated from observed gravity values.
 HL0002
 HL0002;                    North         East    Units  Estimated Accuracy
 HL0002;SPC CO S     -   401,810.      866,040.      MT  (+/- 180 meters Scaled)
 HL0002
 HL0002                          SUPERSEDED SURVEY CONTROL
 HL0002
 HL0002  NGVD 29 (??/??/92) 2319.481  (m)         7609.83   (f) ADJ UNCH    2 0
 HL0002
 HL0002.Superseded values are not recommended for survey control.
 HL0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0002.See file dsdata.txt to determine how the superseded data were derived.
 HL0002
 HL0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB074552(NAD 83)
 HL0002_MARKER: DD = SURVEY DISK
 HL0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0002_STAMPING: 7612
 HL0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0002+STABILITY: SURFACE MOTION
 HL0002
 HL0002  HISTORY     - Date     Condition        Report By
 HL0002  HISTORY     - UNK      MONUMENTED       USGS
 HL0002  HISTORY     - 1938     GOOD             NGS
 HL0002
 HL0002                          STATION DESCRIPTION
 HL0002
 HL0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HL0002'6.1 MI E FROM MONTE VISTA.
 HL0002'6.1 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 HL0002'MONTE VISTA, RIO GRANDE COUNTY, OPPOSITE MILEPOST 263, AND 45 FEET
 HL0002'SOUTH OF THE CENTER LINE OF THE TRACK.  A UNITED STATES GEOLOGICAL
 HL0002'SURVEY STANDARD DISK, STAMPED 7612 AND SET IN THE TOP OF A CONCRETE
 HL0002'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0274 ***********************************************************************
 HK0274  DESIGNATION -  7613
 HK0274  PID         -  HK0274
 HK0274  STATE/COUNTY-  CO/CONEJOS
 HK0274  USGS QUAD   -  LA JARA (1982)
 HK0274
 HK0274                         *CURRENT SURVEY CONTROL
 HK0274  ___________________________________________________________________
 HK0274* NAD 83(1986)-  37 15 15.     (N)    105 58 01.     (W)     SCALED    
 HK0274* NAVD 88     -      2321.191  (meters)    7615.44   (feet)  POSTED    
 HK0274  ___________________________________________________________________
 HK0274  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 HK0274  DYNAMIC HT  -        2318.110 (meters)    7605.33  (feet)  COMP
 HK0274  MODELED GRAV-     979,220.9   (mgal)                       NAVD 88
 HK0274
 HK0274  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 HK0274
 HK0274.The horizontal coordinates were scaled from a topographic map and have
 HK0274.an estimated accuracy of +/- 6 seconds.
 HK0274
 HK0274.The orthometric height was determined by differential leveling
 HK0274.and adjusted by the National Geodetic Survey in 1992..
 HK0274.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 HK0274.rate of 4.1 thru 8.0 mm/km.
 HK0274
 HK0274.The geoid height was determined by GEOID03.
 HK0274
 HK0274.The dynamic height is computed by dividing the NAVD 88
 HK0274.geopotential number by the normal gravity value computed on the
 HK0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0274.degrees latitude (g = 980.6199 gals.).
 HK0274
 HK0274.The modeled gravity was interpolated from observed gravity values.
 HK0274
 HK0274;                    North         East    Units  Estimated Accuracy
 HK0274;SPC CO S     -   370,110.      872,980.      MT  (+/- 180 meters Scaled)
 HK0274
 HK0274                          SUPERSEDED SURVEY CONTROL
 HK0274
 HK0274  NGVD 29 (??/??/92) 2319.952  (m)         7611.38   (f) ADJ UNCH    1 2
 HK0274
 HK0274.Superseded values are not recommended for survey control.
 HK0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0274.See file dsdata.txt to determine how the superseded data were derived.
 HK0274
 HK0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB142235(NAD 83)
 HK0274_MARKER: P = PIPE CAP
 HK0274_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HK0274_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HK0274_STAMPING: 7613 1920
 HK0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0274
 HK0274  HISTORY     - Date     Condition        Report By
 HK0274  HISTORY     - 1920     MONUMENTED       USGS
 HK0274  HISTORY     - 1935     GOOD             NGS
 HK0274
 HK0274                          STATION DESCRIPTION
 HK0274
 HK0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HK0274'1.6 MI S FROM LA JARA.
 HK0274'1.6 MI S OF LA JARA, ALONG THE D AND G R W RR 1.9 MILES NORTH OF
 HK0274'BOUNTIFUL AND 10 POLES NORTH OF M P 268 70 FT. NORTH OF CENTERLINE
 HK0274'OF T ROAD WEST AND ON THE WEST SIDE OF THE NORTH AND SOUTH ROAD
 HK0274'4 FT. NORTH OF THE CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0275 ***********************************************************************
 HK0275  DESIGNATION -  7613 RESET
 HK0275  PID         -  HK0275
 HK0275  STATE/COUNTY-  CO/CONEJOS
 HK0275  USGS QUAD   -  LA JARA (1982)
 HK0275
 HK0275                         *CURRENT SURVEY CONTROL
 HK0275  ___________________________________________________________________
 HK0275* NAD 83(1986)-  37 15 15.     (N)    105 58 01.     (W)     SCALED    
 HK0275* NAVD 88     -      2321.087  (meters)    7615.10   (feet)  ADJUSTED  
 HK0275  ___________________________________________________________________
 HK0275  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 HK0275  DYNAMIC HT  -        2318.009 (meters)    7605.00  (feet)  COMP
 HK0275  MODELED GRAV-     979,220.9   (mgal)                       NAVD 88
 HK0275
 HK0275  VERT ORDER  -  FIRST     CLASS II
 HK0275
 HK0275.The horizontal coordinates were scaled from a topographic map and have
 HK0275.an estimated accuracy of +/- 6 seconds.
 HK0275
 HK0275.The orthometric height was determined by differential leveling
 HK0275.and adjusted by the National Geodetic Survey in June 1991..
 HK0275
 HK0275.The geoid height was determined by GEOID03.
 HK0275
 HK0275.The dynamic height is computed by dividing the NAVD 88
 HK0275.geopotential number by the normal gravity value computed on the
 HK0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0275.degrees latitude (g = 980.6199 gals.).
 HK0275
 HK0275.The modeled gravity was interpolated from observed gravity values.
 HK0275
 HK0275;                    North         East    Units  Estimated Accuracy
 HK0275;SPC CO S     -   370,110.      872,980.      MT  (+/- 180 meters Scaled)
 HK0275
 HK0275                          SUPERSEDED SURVEY CONTROL
 HK0275
 HK0275  NGVD 29 (??/??/??) 2319.85   (m)         7611.0    (f) RESET       3  
 HK0275
 HK0275.Superseded values are not recommended for survey control.
 HK0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0275.See file dsdata.txt to determine how the superseded data were derived.
 HK0275
 HK0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB142235(NAD 83)
 HK0275_MARKER: DD = SURVEY DISK
 HK0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0275_STAMPING: 7613 RESET 1941
 HK0275_MARK LOGO: USGS  
 HK0275_PROJECTION: PROJECTING 10 CENTIMETERS
 HK0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0275+STABILITY: SURFACE MOTION
 HK0275
 HK0275  HISTORY     - Date     Condition        Report By
 HK0275  HISTORY     - 1941     MONUMENTED       USGS
 HK0275  HISTORY     - 1941     GOOD             NGS
 HK0275  HISTORY     - 1984     GOOD             NGS
 HK0275
 HK0275                          STATION DESCRIPTION
 HK0275
 HK0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 HK0275'1.6 MI SW FROM LA JARA.
 HK0275'1.65 MILES SOUTHWEST ALONG THE DENVER, RIO GRANDE AND WESTERN RAILWAY
 HK0275'FROM LA JARA, CONEJOS COUNTY, 100 FEET NORTH OF A DRAINAGE DITCH,
 HK0275'100 FEET NORTH OF THE 11 POLE NORTH OF RAILROAD MILEPOST 268, 49 FEET
 HK0275'WEST OF THE CENTERLINE OF STATE HIGHWAY 17, AND 3 FEET NORTH OF A
 HK0275'FENCE LEADING WEST FROM THE HIGHWAY.  A UNITED STATES GEOLOGICAL
 HK0275'SURVEY STANDARD DISK, STAMPED 7613 RESET 1941 AND SET IN THE TOP OF
 HK0275'A CONCRETE POST.
 HK0275
 HK0275                          STATION RECOVERY (1984)
 HK0275
 HK0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0275'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  20.1 KM
 HK0275'(12.5 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE IN
 HK0275'ANTONITO, 0.6 KM (0.35 MI) NORTH OF RAILROAD MILEPOST 268, 16.5 M
 HK0275'(54.1 FT) NORTH OF THE CENTER OF A DIRT ROAD LEADING WEST, 15.0 M
 HK0275'(49.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 5.5 M (18.0 FT) NORTH
 HK0275'OF UTILITY POLE NUMBER 6, 0.9 M (3.0 FT) NORTH OF A T-FENCE CORNER,
 HK0275'AND 0.3 M (1.0 FT) EAST OF A FENCE.
 HK0275'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 HK0275'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0315 ***********************************************************************
 HL0315  DESIGNATION -  7629.3
 HL0315  PID         -  HL0315
 HL0315  STATE/COUNTY-  CO/SAN MIGUEL
 HL0315  USGS QUAD   -  GRAY HEAD (1953)
 HL0315
 HL0315                         *CURRENT SURVEY CONTROL
 HL0315  ___________________________________________________________________
 HL0315* NAD 83(1986)-  37 59 09.     (N)    107 59 27.     (W)     SCALED    
 HL0315* NAVD 88     -      2326.18   (+/-2cm)    7631.8    (feet)  VERTCON   
 HL0315  ___________________________________________________________________
 HL0315  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 HL0315
 HL0315  VERT ORDER  -  ? (See Below)
 HL0315
 HL0315.The horizontal coordinates were scaled from a topographic map and have
 HL0315.an estimated accuracy of +/- 6 seconds.
 HL0315
 HL0315.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0315.The vertical order pertains to the NGVD 29 superseded value.
 HL0315
 HL0315.The geoid height was determined by GEOID03.
 HL0315
 HL0315;                    North         East    Units  Estimated Accuracy
 HL0315;SPC CO S     -   454,130.      695,620.      MT  (+/- 180 meters Scaled)
 HL0315
 HL0315                          SUPERSEDED SURVEY CONTROL
 HL0315
 HL0315  NGVD 29 (??/??/92) 2324.651  (m)         7626.79   (f) ADJ UNCH    ?  
 HL0315
 HL0315.Superseded values are not recommended for survey control.
 HL0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0315.See file dsdata.txt to determine how the superseded data were derived.
 HL0315
 HL0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC373084(NAD 83)
 HL0315_MARKER: Q = CHISELED SQUARE
 HL0315_SETTING: 80 = SET IN A BOULDER
 HL0315_SP_SET: BOULDER
 HL0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0315+STABILITY: SURFACE MOTION
 HL0315
 HL0315  HISTORY     - Date     Condition        Report By
 HL0315  HISTORY     - UNK      MONUMENTED       USGS
 HL0315  HISTORY     - 1934     GOOD             NGS
 HL0315
 HL0315                          STATION DESCRIPTION
 HL0315
 HL0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HL0315'4.6 MI SE FROM PLACERVILLE.
 HL0315'4.6 MILES SOUTHEAST ALONG THE ABANDONED RIO GRANDE SOUTHERN RAILROAD
 HL0315'FROM THE FORMER STATION AT PLACERVILLE, SAN MIGUEL COUNTY, 0.9 MILE
 HL0315'SOUTHEAST OF SAW PIT, 80 FEET EAST OF THE BRIDGE OVER SAN MIGUEL
 HL0315'RIVER, AT THE SOUTHWEST CORNER OF A ROAD CROSSING, 15 FEET WEST OF A
 HL0315'CROSSING-WARNING SIGNAL, AND ON THE TOP OF A BOULDER.  A CHISELED
 HL0315'SQUARE, MARKED US 7629.3 BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0748 ***********************************************************************
 KK0748  DESIGNATION -  7631.55
 KK0748  PID         -  KK0748
 KK0748  STATE/COUNTY-  CO/TELLER
 KK0748  USGS QUAD   -  DAKAN MOUNTAIN (1994)
 KK0748
 KK0748                         *CURRENT SURVEY CONTROL
 KK0748  ___________________________________________________________________
 KK0748* NAD 83(1986)-  39 07 32.     (N)    105 06 16.     (W)     SCALED    
 KK0748* NAVD 88     -      2327.237  (meters)    7635.28   (feet)  ADJUSTED  
 KK0748  ___________________________________________________________________
 KK0748  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 KK0748  DYNAMIC HT  -        2324.620 (meters)    7626.69  (feet)  COMP
 KK0748  MODELED GRAV-     979,418.6   (mgal)                       NAVD 88
 KK0748
 KK0748  VERT ORDER  -  SECOND    CLASS 0
 KK0748
 KK0748.The horizontal coordinates were scaled from a topographic map and have
 KK0748.an estimated accuracy of +/- 6 seconds.
 KK0748
 KK0748.The orthometric height was determined by differential leveling
 KK0748.and adjusted by the National Geodetic Survey in June 1991..
 KK0748
 KK0748.The geoid height was determined by GEOID03.
 KK0748
 KK0748.The dynamic height is computed by dividing the NAVD 88
 KK0748.geopotential number by the normal gravity value computed on the
 KK0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0748.degrees latitude (g = 980.6199 gals.).
 KK0748
 KK0748.The modeled gravity was interpolated from observed gravity values.
 KK0748
 KK0748;                    North         East    Units  Estimated Accuracy
 KK0748;SPC CO C     -   448,320.      948,600.      MT  (+/- 180 meters Scaled)
 KK0748
 KK0748                          SUPERSEDED SURVEY CONTROL
 KK0748
 KK0748  NGVD 29 (??/??/92) 2326.042  (m)         7631.36   (f) ADJ UNCH    2 0
 KK0748
 KK0748.Superseded values are not recommended for survey control.
 KK0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0748.See file dsdata.txt to determine how the superseded data were derived.
 KK0748
 KK0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD909307(NAD 83)
 KK0748_MARKER: DD = SURVEY DISK
 KK0748_SETTING: 66 = SET IN ROCK OUTCROP
 KK0748_SP_SET: OUTCROP
 KK0748_STAMPING: 7631.55
 KK0748_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0748+STABILITY: POSITION/ELEVATION WELL
 KK0748
 KK0748  HISTORY     - Date     Condition        Report By
 KK0748  HISTORY     - UNK      MONUMENTED       BPR
 KK0748  HISTORY     - 1934     GOOD             NGS
 KK0748
 KK0748                          STATION DESCRIPTION
 KK0748
 KK0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KK0748'4.5 MI SE FROM WOODLAND PARK.
 KK0748'IN TELLER COUNTY, 4,5 MILES SOUTHEAST OF WESTCREEK, DOUGLAS
 KK0748'COUNTY.  THIS BENCH MARK MAY BE REACHED FROM THE GRADE SCHOOL
 KK0748'BY GOING 0.3 MILE SOUTHEAST ALONG A WINDING GRAVEL ROAD,
 KK0748'THENCE 4.2 MILES SOUTHEAST ALONG STATE HIGHWAY 67.  IT IS
 KK0748'250 YARDS SOUTH OF THE SOUTH BOUNDARY OF MANITOU FOREST.
 KK0748'150 FEET EAST OF THE HIGHWAY, AT THE BEGINNING OF A HIGHWAY
 KK0748'MAINTAINED BY THE DEPARTMENT OF AGRICULTURE, IN A GROUP OF
 KK0748'PINE TREES, AND IN THE TOP OF A ROCK OUTCROP.  A UNITED
 KK0748'STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 7631.55.
 KK0748'NOTE.-- THIS BENCH MARK WAS ORIGINALLY DESCRIBED AS BEING 10.1
 KK0748'MILES NORTHWEST OF WOODLAND PARK.  IT WAS NOT INCLUDED IN
 KK0748'THE RELEVELING OF 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0607 ***********************************************************************
 JK0607  DESIGNATION -  7632
 JK0607  PID         -  JK0607
 JK0607  STATE/COUNTY-  CO/SAGUACHE
 JK0607  USGS QUAD   -  MOFFAT NORTH (1979)
 JK0607
 JK0607                         *CURRENT SURVEY CONTROL
 JK0607  ___________________________________________________________________
 JK0607* NAD 83(1986)-  38 06 01.     (N)    105 55 08.     (W)     SCALED    
 JK0607* NAVD 88     -      2326.675  (meters)    7633.43   (feet)  POSTED    
 JK0607  ___________________________________________________________________
 JK0607  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 JK0607  DYNAMIC HT  -        2323.750 (meters)    7623.84  (feet)  COMP
 JK0607  MODELED GRAV-     979,288.3   (mgal)                       NAVD 88
 JK0607
 JK0607  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JK0607
 JK0607.The horizontal coordinates were scaled from a topographic map and have
 JK0607.an estimated accuracy of +/- 6 seconds.
 JK0607
 JK0607.The orthometric height was determined by differential leveling
 JK0607.and adjusted by the National Geodetic Survey in 1992..
 JK0607.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JK0607.rate of 4.1 thru 8.0 mm/km.
 JK0607
 JK0607.The geoid height was determined by GEOID03.
 JK0607
 JK0607.The dynamic height is computed by dividing the NAVD 88
 JK0607.geopotential number by the normal gravity value computed on the
 JK0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0607.degrees latitude (g = 980.6199 gals.).
 JK0607
 JK0607.The modeled gravity was interpolated from observed gravity values.
 JK0607
 JK0607;                    North         East    Units  Estimated Accuracy
 JK0607;SPC CO S     -   463,990.      877,660.      MT  (+/- 180 meters Scaled)
 JK0607
 JK0607                          SUPERSEDED SURVEY CONTROL
 JK0607
 JK0607  NGVD 29 (??/??/92) 2325.384  (m)         7629.20   (f) ADJ UNCH    1 2
 JK0607
 JK0607.Superseded values are not recommended for survey control.
 JK0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0607.See file dsdata.txt to determine how the superseded data were derived.
 JK0607
 JK0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC194173(NAD 83)
 JK0607_MARKER: DB = BENCH MARK DISK
 JK0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0607_STAMPING: 7632
 JK0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0607+STABILITY: SURFACE MOTION
 JK0607
 JK0607  HISTORY     - Date     Condition        Report By
 JK0607  HISTORY     - 1933     MONUMENTED       USGS
 JK0607  HISTORY     - 1984     MARK NOT FOUND   NGS
 JK0607
 JK0607                          STATION DESCRIPTION
 JK0607
 JK0607'DESCRIBED BY US GEOLOGICAL SURVEY 1933
 JK0607'6.9 MI N FROM MOFFAT.
 JK0607'ABOUT 6.9 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0607'FROM MOFFAT, SAGUACHE COUNTY, ABOUT 1.2 MILES NORTH OF THE SIDING
 JK0607'AT MIRAGE, ABOUT 9 POLES NORTH OF MILEPOST 256, AT A T-ROAD
 JK0607'JUNCTION, ABOUT 140 FEET EAST OF THE CENTER LINE OF THE TRACK, 72
 JK0607'FEET EAST OF THE CENTER LINE OF THE NORTH-AND-SOUTH ROAD, AND
 JK0607'ABOUT 70 FEET NORTH OF THE CENTER LINE OF AN EAST-AND-WEST ROAD.
 JK0607'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 7632 AND
 JK0607'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 10 INCHES ABOVE
 JK0607'GROUND.
 JK0607
 JK0607                          STATION RECOVERY (1984)
 JK0607
 JK0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0607'THIS AREA IS NOW A CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0004 ***********************************************************************
 HL0004  DESIGNATION -  7634
 HL0004  PID         -  HL0004
 HL0004  STATE/COUNTY-  CO/RIO GRANDE
 HL0004  USGS QUAD   -  HOMELAKE (1966)
 HL0004
 HL0004                         *CURRENT SURVEY CONTROL
 HL0004  ___________________________________________________________________
 HL0004* NAD 83(1986)-  37 33 35.     (N)    106 05 44.     (W)     SCALED    
 HL0004* NAVD 88     -      2327.528  (meters)    7636.23   (feet)  POSTED    
 HL0004  ___________________________________________________________________
 HL0004  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 HL0004  DYNAMIC HT  -        2324.470 (meters)    7626.20  (feet)  COMP
 HL0004  MODELED GRAV-     979,231.2   (mgal)                       NAVD 88
 HL0004
 HL0004  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 HL0004
 HL0004.The horizontal coordinates were scaled from a topographic map and have
 HL0004.an estimated accuracy of +/- 6 seconds.
 HL0004
 HL0004.The orthometric height was determined by differential leveling
 HL0004.and adjusted by the National Geodetic Survey in 1992..
 HL0004.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 HL0004.rate of 4.1 thru 8.0 mm/km.
 HL0004
 HL0004.The geoid height was determined by GEOID03.
 HL0004
 HL0004.The dynamic height is computed by dividing the NAVD 88
 HL0004.geopotential number by the normal gravity value computed on the
 HL0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0004.degrees latitude (g = 980.6199 gals.).
 HL0004
 HL0004.The modeled gravity was interpolated from observed gravity values.
 HL0004
 HL0004;                    North         East    Units  Estimated Accuracy
 HL0004;SPC CO S     -   404,080.      861,780.      MT  (+/- 180 meters Scaled)
 HL0004
 HL0004                          SUPERSEDED SURVEY CONTROL
 HL0004
 HL0004  NGVD 29 (??/??/92) 2326.194  (m)         7631.85   (f) ADJ UNCH    2 0
 HL0004
 HL0004.Superseded values are not recommended for survey control.
 HL0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0004.See file dsdata.txt to determine how the superseded data were derived.
 HL0004
 HL0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB032575(NAD 83)
 HL0004_MARKER: P = PIPE CAP
 HL0004_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HL0004_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HL0004_STAMPING: 7634
 HL0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0004
 HL0004  HISTORY     - Date     Condition        Report By
 HL0004  HISTORY     - UNK      MONUMENTED       CGS
 HL0004  HISTORY     - 1938     GOOD             NGS
 HL0004
 HL0004                          STATION DESCRIPTION
 HL0004
 HL0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HL0004'3.1 MI E FROM MONTE VISTA.
 HL0004'3.1 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 HL0004'MONTE VISTA, RIO GRANDE COUNTY, AT ZINZER, 88 FEET SOUTH OF MILEPOST
 HL0004'266, 81 FEET SOUTH OF THE SOUTHWEST CORNER OF A WAREHOUSE, 55 FEET
 HL0004'SOUTHEAST OF THE ZINZER MARKER, 46 FEET SOUTH OF THE CENTERLINE OF THE
 HL0004'MAIN TRACK, AND 3 FEET NORTH OF A FENCE PARALLELING THE TRACK.  A
 HL0004'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 7634 AND RIVETED
 HL0004'ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0026 ***********************************************************************
 HL0026  DESIGNATION -  7641
 HL0026  PID         -  HL0026
 HL0026  STATE/COUNTY-  CO/SAGUACHE
 HL0026  USGS QUAD   -  SWEDE CORNERS (1967)
 HL0026
 HL0026                         *CURRENT SURVEY CONTROL
 HL0026  ___________________________________________________________________
 HL0026* NAD 83(1986)-  37 59 44.     (N)    106 08 36.     (W)     SCALED    
 HL0026* NAVD 88     -      2329.704  (meters)    7643.37   (feet)  ADJUSTED  
 HL0026  ___________________________________________________________________
 HL0026  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 HL0026  DYNAMIC HT  -        2326.753 (meters)    7633.69  (feet)  COMP
 HL0026  MODELED GRAV-     979,278.7   (mgal)                       NAVD 88
 HL0026
 HL0026  VERT ORDER  -  SECOND    CLASS 0
 HL0026
 HL0026.The horizontal coordinates were scaled from a topographic map and have
 HL0026.an estimated accuracy of +/- 6 seconds.
 HL0026
 HL0026.The orthometric height was determined by differential leveling
 HL0026.and adjusted by the National Geodetic Survey in June 1991..
 HL0026
 HL0026.The geoid height was determined by GEOID03.
 HL0026
 HL0026.The dynamic height is computed by dividing the NAVD 88
 HL0026.geopotential number by the normal gravity value computed on the
 HL0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0026.degrees latitude (g = 980.6199 gals.).
 HL0026
 HL0026.The modeled gravity was interpolated from observed gravity values.
 HL0026
 HL0026;                    North         East    Units  Estimated Accuracy
 HL0026;SPC CO S     -   452,480.      857,900.      MT  (+/- 180 meters Scaled)
 HL0026
 HL0026                          SUPERSEDED SURVEY CONTROL
 HL0026
 HL0026  NGVD 29 (??/??/92) 2328.323  (m)         7638.84   (f) ADJ UNCH    2 0
 HL0026
 HL0026.Superseded values are not recommended for survey control.
 HL0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0026.See file dsdata.txt to determine how the superseded data were derived.
 HL0026
 HL0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC996059(NAD 83)
 HL0026_MARKER: DD = SURVEY DISK
 HL0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0026_STAMPING: 7641
 HL0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0026+STABILITY: SURFACE MOTION
 HL0026
 HL0026  HISTORY     - Date     Condition        Report By
 HL0026  HISTORY     - UNK      MONUMENTED       USGS
 HL0026  HISTORY     - 1934     GOOD             NGS
 HL0026  HISTORY     - 1967     GOOD             NGS
 HL0026
 HL0026                          STATION DESCRIPTION
 HL0026
 HL0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HL0026'6.3 MI S FROM SAGUACHE.
 HL0026'ABOUT 6.3 MILES SOUTH ALONG U.S. HIGHWAY 285 FROM THE JUNCTION OF
 HL0026'STATE HIGHWAY 114 AT SAGUACHE, SAGUACHE COUNTY, AT SWEDE CORNERS, AT
 HL0026'THE NORTHEAST CORNER OF THE INTERSECTION OF THE MOFFAT ROAD, AND AT A
 HL0026'FENCE CORNER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HL0026'STAMPED 7641 AND SET IN THE TOP OF A CONCRETE POST.
 HL0026
 HL0026                          STATION RECOVERY (1967)
 HL0026
 HL0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HL0026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0041 ***********************************************************************
 HL0041  DESIGNATION -  7650 RESET
 HL0041  PID         -  HL0041
 HL0041  STATE/COUNTY-  CO/SAGUACHE
 HL0041  USGS QUAD   -  LA GARITA (1968)
 HL0041
 HL0041                         *CURRENT SURVEY CONTROL
 HL0041  ___________________________________________________________________
 HL0041* NAD 83(1986)-  37 47 29.     (N)    106 08 52.     (W)     SCALED    
 HL0041* NAVD 88     -      2332.23   (meters)    7651.7    (feet)  RESET     
 HL0041  ___________________________________________________________________
 HL0041  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 HL0041
 HL0041  VERT ORDER  -  THIRD
 HL0041
 HL0041.The horizontal coordinates were scaled from a topographic map and have
 HL0041.an estimated accuracy of +/- 6 seconds.
 HL0041
 HL0041.The orthometric height was computed from unverified reset data.
 HL0041.No vertical observational check was made to the station.
 HL0041
 HL0041.The geoid height was determined by GEOID03.
 HL0041
 HL0041;                    North         East    Units  Estimated Accuracy
 HL0041;SPC CO S     -   429,820.      857,350.      MT  (+/- 180 meters Scaled)
 HL0041
 HL0041                          SUPERSEDED SURVEY CONTROL
 HL0041
 HL0041  NGVD 29 (??/??/??) 2330.83   (m)         7647.1    (f) RESET       3  
 HL0041
 HL0041.Superseded values are not recommended for survey control.
 HL0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0041.See file dsdata.txt to determine how the superseded data were derived.
 HL0041
 HL0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB989832(NAD 83)
 HL0041_MARKER: DD = SURVEY DISK
 HL0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0041_STAMPING: 7650 RESET 1936
 HL0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0041+STABILITY: SURFACE MOTION
 HL0041
 HL0041  HISTORY     - Date     Condition        Report By
 HL0041  HISTORY     - 1936     MONUMENTED       CODH
 HL0041
 HL0041                          STATION DESCRIPTION
 HL0041
 HL0041'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1936
 HL0041'14.4 MI N FROM MONTE VISTA.
 HL0041'IN SAGUACHE COUNTY, ABOUT 14.4 MILES NORTH ALONG U.S. HIGHWAY 285 FROM
 HL0041'THE JUNCTION OF U.S. HIGHWAY 160 AT MONTE VISTA, RIO GRANDE COUNTY,
 HL0041'ABOUT 0.5 MILE SOUTH OF THE W.C. PALMER RANCH HOUSE, AT THE SOUTHEAST
 HL0041'QUARTER OF A ROAD INTERSECTION, AND 82 FEET EAST OF THE CENTER LINE OF
 HL0041'THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 HL0041'7650 RESET 1936 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0525 ***********************************************************************
 JL0525  DESIGNATION -  7654.54
 JL0525  PID         -  JL0525
 JL0525  STATE/COUNTY-  CO/GUNNISON
 JL0525  USGS QUAD   -  GUNNISON (1970)
 JL0525
 JL0525                         *CURRENT SURVEY CONTROL
 JL0525  ___________________________________________________________________
 JL0525* NAD 83(1986)-  38 32 02.     (N)    106 56 55.     (W)     SCALED    
 JL0525* NAVD 88     -      2334.642  (meters)    7659.57   (feet)  ADJUSTED  
 JL0525  ___________________________________________________________________
 JL0525  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 JL0525  DYNAMIC HT  -        2331.802 (meters)    7650.25  (feet)  COMP
 JL0525  MODELED GRAV-     979,328.2   (mgal)                       NAVD 88
 JL0525
 JL0525  VERT ORDER  -  FIRST     CLASS II
 JL0525
 JL0525.The horizontal coordinates were scaled from a topographic map and have
 JL0525.an estimated accuracy of +/- 6 seconds.
 JL0525
 JL0525.The orthometric height was determined by differential leveling
 JL0525.and adjusted by the National Geodetic Survey in June 1991..
 JL0525
 JL0525.The geoid height was determined by GEOID03.
 JL0525
 JL0525.The dynamic height is computed by dividing the NAVD 88
 JL0525.geopotential number by the normal gravity value computed on the
 JL0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0525.degrees latitude (g = 980.6199 gals.).
 JL0525
 JL0525.The modeled gravity was interpolated from observed gravity values.
 JL0525
 JL0525;                    North         East    Units  Estimated Accuracy
 JL0525;SPC CO C     -   383,580.      788,100.      MT  (+/- 180 meters Scaled)
 JL0525
 JL0525                          SUPERSEDED SURVEY CONTROL
 JL0525
 JL0525.No superseded survey control is available for this station.
 JL0525
 JL0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC301668(NAD 83)
 JL0525_MARKER: DB = BENCH MARK DISK
 JL0525_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JL0525_SP_SET: BRIDGE ABUTMENT
 JL0525_STAMPING: 7654.54
 JL0525_MARK LOGO: CODH  
 JL0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0525+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2003
 JL0525
 JL0525  HISTORY     - Date     Condition        Report By
 JL0525  HISTORY     - UNK      MONUMENTED       CODH
 JL0525  HISTORY     - 1984     GOOD             NGS
 JL0525  HISTORY     - 20030620 GOOD             USPSQD
 JL0525
 JL0525                          STATION DESCRIPTION
 JL0525
 JL0525'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0525'2.5 KM (1.55 MI) WEST FROM GUNNISON.
 JL0525'2.5 KM (1.55 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH
 JL0525'STATE HIGHWAY 135 IN GUNNISON, IN TOP OF AND 0.6 M (2.0 FT) SOUTH OF
 JL0525'THE NORTH END OF THE EAST CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE
 JL0525'SPANNING THE GUNNISON RIVER, AND 7.6 M (24.9 FT) NORTH OF THE
 JL0525'CENTERLINE OF THE HIGHWAY.
 JL0525'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 JL0525
 JL0525                          STATION RECOVERY (2003)
 JL0525
 JL0525'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 JL0525' 
 JL0525' 
 JL0525' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0095 ***********************************************************************
 HL0095  DESIGNATION -  7660
 HL0095  PID         -  HL0095
 HL0095  STATE/COUNTY-  CO/ARCHULETA
 HL0095  USGS QUAD   -  SADDLE MOUNTAIN (1984)
 HL0095
 HL0095                         *CURRENT SURVEY CONTROL
 HL0095  ___________________________________________________________________
 HL0095* NAD 83(1992)-  37 22 30.54155(N)    106 53 53.66307(W)     ADJUSTED  
 HL0095* NAVD 88     -      2335.909  (meters)    7663.73   (feet)  ADJUSTED  
 HL0095  ___________________________________________________________________
 HL0095  X           -  -1,475,650.286 (meters)                     COMP
 HL0095  Y           -  -4,857,473.514 (meters)                     COMP
 HL0095  Z           -   3,851,969.851 (meters)                     COMP
 HL0095  LAPLACE CORR-           7.37  (seconds)                    DEFLEC99
 HL0095  ELLIP HEIGHT-        2319.59  (meters)          (12/03/02) GPS OBS
 HL0095  GEOID HEIGHT-         -16.35  (meters)                     GEOID03
 HL0095  DYNAMIC HT  -        2332.738 (meters)    7653.32  (feet)  COMP
 HL0095  MODELED GRAV-     979,189.8   (mgal)                       NAVD 88
 HL0095
 HL0095  HORZ ORDER  -  FIRST
 HL0095  VERT ORDER  -  SECOND    CLASS 0
 HL0095  ELLP ORDER  -  FOURTH    CLASS II
 HL0095
 HL0095.The horizontal coordinates were established by GPS observations
 HL0095.and adjusted by the National Geodetic Survey in June 1998..
 HL0095
 HL0095.The orthometric height was determined by differential leveling
 HL0095.and adjusted by the National Geodetic Survey in June 1991..
 HL0095
 HL0095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HL0095
 HL0095.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0095
 HL0095.The ellipsoidal height was determined by GPS observations
 HL0095.and is referenced to NAD 83.
 HL0095
 HL0095.The geoid height was determined by GEOID03.
 HL0095
 HL0095.The dynamic height is computed by dividing the NAVD 88
 HL0095.geopotential number by the normal gravity value computed on the
 HL0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0095.degrees latitude (g = 980.6199 gals.).
 HL0095
 HL0095.The modeled gravity was interpolated from observed gravity values.
 HL0095
 HL0095;                    North         East     Units Scale Factor Converg.
 HL0095;SPC CO S     -   384,357.678   790,563.734   MT  0.99997729   -0 51 27.5
 HL0095;SPC CO S     - 1,261,013.48  2,593,707.85   sFT  0.99997729   -0 51 27.5
 HL0095;UTM  13      - 4,138,180.778   331,927.325   MT  0.99994797   -1 09 09.2
 HL0095
 HL0095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0095!SPC CO S     -   0.99963613  x   0.99997729  =   0.99961343
 HL0095!UTM  13      -   0.99963613  x   0.99994797  =   0.99958412
 HL0095
 HL0095                          SUPERSEDED SURVEY CONTROL
 HL0095
 HL0095  ELLIP H (06/12/98) 2319.58   (m)                       GP(       ) 3 2
 HL0095  NAVD 88 (06/12/98) 2335.91   (m)         7663.7    (f) LEVELING    3  
 HL0095  NGVD 29 (??/??/92) 2334.440  (m)         7658.91   (f) ADJ UNCH    2 0
 HL0095
 HL0095.Superseded values are not recommended for survey control.
 HL0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0095.See file dsdata.txt to determine how the superseded data were derived.
 HL0095
 HL0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB3192738181(NAD 83)
 HL0095_MARKER: DB = BENCH MARK DISK
 HL0095_SETTING: 80 = SET IN A BOULDER
 HL0095_SP_SET: BOULDER
 HL0095_STAMPING: 7660
 HL0095_MARK LOGO: USGS  
 HL0095_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HL0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0095+STABILITY: SURFACE MOTION
 HL0095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HL0095+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1995
 HL0095
 HL0095  HISTORY     - Date     Condition        Report By
 HL0095  HISTORY     - UNK      MONUMENTED       USGS
 HL0095  HISTORY     - 1934     GOOD             NGS
 HL0095  HISTORY     - 19951019 GOOD             CODOT
 HL0095
 HL0095                          STATION DESCRIPTION
 HL0095
 HL0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HL0095'11.2 MI NE FROM PAGOSA SPRINGS.
 HL0095'ABOUT 11.2 MILES NORTHEAST ALONG U.S. HIGHWAY 160 FROM PAGOSA SPRINGS,
 HL0095'ARCHULETA COUNTY, ABOUT 0.2 MILE WEST OF THE JUNCTION OF THE EAST FORK
 HL0095'TRAIL LEADING TO ELLWOOD PASS, ABOUT 400 FEET SOUTHWEST OF A WOODEN
 HL0095'BRIDGE OVER THE WEST FORK OF SAN JUAN RIVER, IN THE TOP OF A 6-BY 7-BY
 HL0095'1.7-FOOT BOULDER, 20 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND
 HL0095'3.9 FEET WEST OF A FENCE PARALLELING THE HIGHWAY.  A UNITED STATES
 HL0095'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 7660.
 HL0095
 HL0095                          STATION RECOVERY (1995)
 HL0095
 HL0095'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (RSC)
 HL0095'THE STATION IS LOCATED ABOUT 10 MI (16.1 KM) NORTH-NORTHEAST OF PAGOSA
 HL0095'SPRINGS, 8 MI (12.9 KM) SOUTHWEST OF WOLF CREEK PASS AND 0.05 MI (0.08
 HL0095'KM) WEST OF THE WEST FORK OF THE SAN JAUN RIVER, IN THE NORTHEAST 1/4
 HL0095'OF SECTION 12, T 36 N, R 1 W, AT U.  S.  HIGHWAY 160 MILEPOST 153.85.
 HL0095'OWNERSHIP--  TO REACH THE STATION THE INTERSECTION OF U.  S.  HIGHWAY
 HL0095'84 AND U. S.  HIGHWAY 160 EAST OF PAGOSA SPRINGS, GO NORTH-NORTHEAST
 HL0095'9.4 MI (15.1 KM) TO THE STATION BEHIND THE STATE HIGHWAY MAINTENANCE
 HL0095'YARD. FROM THE HIGHWAY AND THE ENTRANCE TO THE MAINTENANCE YARD, GO
 HL0095'NORTH ON THE HIGHWAY 0.1 MI (0.2 KM) TO THE NORTHWESTERN FENCE CORNER
 HL0095'AND A DIRT SIDE ROAD TO THE EAST.  TURN RIGHT, EAST, 0.05 MI (0.08 KM)
 HL0095'TO A GATE.  PASS THROUGH THE GATE ALONG A TRACK ROAD FOR 0.05 MI (0.08
 HL0095'KM) TO THE REMAINS OF THE OLD HIGHWAY ON THE RIGHT.  TURN RIGHT, SOUTH
 HL0095'ON THE OLD HIGHWAY FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT
 HL0095'THE STATION IS AN STANDARD ALUMINUM DISK SET IN A DRILL HOLE IN A 1.4
 HL0095'M (4.6 FT) BY 1.8 M (5.9 FT) VOLCANIC ROCK PROJECTING 0.6 M (2.0 FT)
 HL0095'ABOVE THE GROUND.  IT IS 56.6 M (185.7 FT) EAST OF THE EAST FENCE OF
 HL0095'THE CDOT MAINTENANCE YARD, OPPOSITE A TAN BUILDING, 7.5 M (24.6 FT)
 HL0095'WEST-SOUTHWEST OF A PINE TREE 5-INCHES IN DIAMETER, 5.8 M (19.0 FT)
 HL0095'EAST OF THE CENTER OF THE OLD HIGHWAY AND 2.05 M (6.73 FT) SOUTHEAST
 HL0095'OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0006 ***********************************************************************
 HL0006  DESIGNATION -  7660
 HL0006  PID         -  HL0006
 HL0006  STATE/COUNTY-  CO/RIO GRANDE
 HL0006  USGS QUAD   -  MONTE VISTA (1964)
 HL0006
 HL0006                         *CURRENT SURVEY CONTROL
 HL0006  ___________________________________________________________________
 HL0006* NAD 83(1986)-  37 34 49.     (N)    106 08 37.     (W)     SCALED    
 HL0006* NAVD 88     -      2335.601  (meters)    7662.72   (feet)  ADJUSTED  
 HL0006  ___________________________________________________________________
 HL0006  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 HL0006  DYNAMIC HT  -        2332.513 (meters)    7652.59  (feet)  COMP
 HL0006  MODELED GRAV-     979,224.6   (mgal)                       NAVD 88
 HL0006
 HL0006  VERT ORDER  -  SECOND    CLASS 0
 HL0006
 HL0006.The horizontal coordinates were scaled from a topographic map and have
 HL0006.an estimated accuracy of +/- 6 seconds.
 HL0006
 HL0006.The orthometric height was determined by differential leveling
 HL0006.and adjusted by the National Geodetic Survey in June 1991..
 HL0006.WARNING-Repeat measurements at this control monument indicate possible
 HL0006.vertical movement.
 HL0006
 HL0006.The geoid height was determined by GEOID03.
 HL0006
 HL0006.The dynamic height is computed by dividing the NAVD 88
 HL0006.geopotential number by the normal gravity value computed on the
 HL0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0006.degrees latitude (g = 980.6199 gals.).
 HL0006
 HL0006.The modeled gravity was interpolated from observed gravity values.
 HL0006
 HL0006;                    North         East    Units  Estimated Accuracy
 HL0006;SPC CO S     -   406,390.      857,550.      MT  (+/- 180 meters Scaled)
 HL0006
 HL0006                          SUPERSEDED SURVEY CONTROL
 HL0006
 HL0006  NGVD 29 (??/??/92) 2334.214  (m)         7658.17   (f) ADJ UNCH    2 0
 HL0006
 HL0006.Superseded values are not recommended for survey control.
 HL0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0006.See file dsdata.txt to determine how the superseded data were derived.
 HL0006
 HL0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB990598(NAD 83)
 HL0006_MARKER: DD = SURVEY DISK
 HL0006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HL0006_SP_SET: SIDEWALK
 HL0006_STAMPING: 7660
 HL0006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0006
 HL0006  HISTORY     - Date     Condition        Report By
 HL0006  HISTORY     - UNK      MONUMENTED       USGS
 HL0006  HISTORY     - 1949     GOOD             NGS
 HL0006
 HL0006                          STATION DESCRIPTION
 HL0006
 HL0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HL0006'IN MONTE VISTA.
 HL0006'AT MONTE VISTA, RIO GRANDE COUNTY, AT THE CENTER OF THE TELEGRAPH
 HL0006'OFFICE, 36 FEET WEST OF THE NORTHEAST CORNER OF THE DENVER AND RIO
 HL0006'GRANDE WESTERN RAILROAD STATION, 35 FEET EAST OF THE NORTHWEST CORNER
 HL0006'OF THE STATION, 4 INCHES NORTH OF THE NORTH WALL OF THE STATION, 16
 HL0006'FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, AND IN THE TOP OF THE
 HL0006'CONCRETE SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 HL0006'STAMPED 7660.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1156 ***********************************************************************
 KK1156  DESIGNATION -  7667
 KK1156  PID         -  KK1156
 KK1156  STATE/COUNTY-  CO/CLEAR CREEK
 KK1156  USGS QUAD   -  IDAHO SPRINGS (1974)
 KK1156
 KK1156                         *CURRENT SURVEY CONTROL
 KK1156  ___________________________________________________________________
 KK1156* NAD 83(1986)-  39 44 43.     (N)    105 32 35.     (W)     SCALED    
 KK1156* NAVD 88     -      2338.001  (meters)    7670.59   (feet)  ADJUSTED  
 KK1156  ___________________________________________________________________
 KK1156  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 KK1156  DYNAMIC HT  -        2335.414 (meters)    7662.10  (feet)  COMP
 KK1156  MODELED GRAV-     979,435.6   (mgal)                       NAVD 88
 KK1156
 KK1156  VERT ORDER  -  SECOND    CLASS 0
 KK1156
 KK1156.The horizontal coordinates were scaled from a topographic map and have
 KK1156.an estimated accuracy of +/- 6 seconds.
 KK1156
 KK1156.The orthometric height was determined by differential leveling
 KK1156.and adjusted by the National Geodetic Survey in June 1991..
 KK1156
 KK1156.The geoid height was determined by GEOID03.
 KK1156
 KK1156.The dynamic height is computed by dividing the NAVD 88
 KK1156.geopotential number by the normal gravity value computed on the
 KK1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1156.degrees latitude (g = 980.6199 gals.).
 KK1156
 KK1156.The modeled gravity was interpolated from observed gravity values.
 KK1156
 KK1156;                    North         East    Units  Estimated Accuracy
 KK1156;SPC CO C     -   517,050.      910,710.      MT  (+/- 180 meters Scaled)
 KK1156
 KK1156                          SUPERSEDED SURVEY CONTROL
 KK1156
 KK1156  NGVD 29 (??/??/92) 2336.656  (m)         7666.18   (f) ADJ UNCH    2 0
 KK1156
 KK1156.Superseded values are not recommended for survey control.
 KK1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1156.See file dsdata.txt to determine how the superseded data were derived.
 KK1156
 KK1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD534996(NAD 83)
 KK1156_MARKER: DD = SURVEY DISK
 KK1156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK1156_SP_SET: BUILDING
 KK1156_STAMPING: 7667 DENVER
 KK1156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1156
 KK1156  HISTORY     - Date     Condition        Report By
 KK1156  HISTORY     - UNK      MONUMENTED       USGS
 KK1156  HISTORY     - 1934     GOOD             NGS
 KK1156  HISTORY     - 1940     GOOD             NGS
 KK1156
 KK1156                          STATION DESCRIPTION
 KK1156
 KK1156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KK1156'1.3 MI W FROM IDAHO SPRINGS.
 KK1156'1.3 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE PUBLIC SCHOOL AT
 KK1156'IDAHO SPRINGS, CLEAR CREEK COUNTY, 400 FEET SOUTH AND ACROSS
 KK1156'CLEAR CREEK FROM THE HIGHWAY, 40.2 FEET EAST OF THE SOUTHEAST
 KK1156'SIDE OF THE STANLEY MINES CO. MILL, IN THE TOP OF THE CONCRETE
 KK1156'RETAINING WALL OF A ROAD LEADING TO THE MILL, 0.4 FOOT NORTH
 KK1156'OF THE SOUTH EDGE OF THE WALL, AND 1 FOOT HIGHER THAN THE ROAD.
 KK1156'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 7667
 KK1156'DENVER.
 KK1156
 KK1156                          STATION RECOVERY (1940)
 KK1156
 KK1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 KK1156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0043 ***********************************************************************
 HL0043  DESIGNATION -  7668
 HL0043  PID         -  HL0043
 HL0043  STATE/COUNTY-  CO/RIO GRANDE
 HL0043  USGS QUAD   -  SEVENMILE PLAZA (1964)
 HL0043
 HL0043                         *CURRENT SURVEY CONTROL
 HL0043  ___________________________________________________________________
 HL0043* NAD 83(1986)-  37 44 53.     (N)    106 08 57.     (W)     SCALED    
 HL0043* NAVD 88     -      2338.078  (meters)    7670.84   (feet)  ADJUSTED  
 HL0043  ___________________________________________________________________
 HL0043  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 HL0043  DYNAMIC HT  -        2335.023 (meters)    7660.82  (feet)  COMP
 HL0043  MODELED GRAV-     979,239.7   (mgal)                       NAVD 88
 HL0043
 HL0043  VERT ORDER  -  SECOND    CLASS 0
 HL0043
 HL0043.The horizontal coordinates were scaled from a topographic map and have
 HL0043.an estimated accuracy of +/- 6 seconds.
 HL0043
 HL0043.The orthometric height was determined by differential leveling
 HL0043.and adjusted by the National Geodetic Survey in June 1991..
 HL0043
 HL0043.The geoid height was determined by GEOID03.
 HL0043
 HL0043.The dynamic height is computed by dividing the NAVD 88
 HL0043.geopotential number by the normal gravity value computed on the
 HL0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0043.degrees latitude (g = 980.6199 gals.).
 HL0043
 HL0043.The modeled gravity was interpolated from observed gravity values.
 HL0043
 HL0043;                    North         East    Units  Estimated Accuracy
 HL0043;SPC CO S     -   425,020.      857,190.      MT  (+/- 180 meters Scaled)
 HL0043
 HL0043                          SUPERSEDED SURVEY CONTROL
 HL0043
 HL0043  NGVD 29 (??/??/92) 2336.680  (m)         7666.26   (f) ADJ UNCH    2 0
 HL0043
 HL0043.Superseded values are not recommended for survey control.
 HL0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0043.See file dsdata.txt to determine how the superseded data were derived.
 HL0043
 HL0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB987784(NAD 83)
 HL0043_MARKER: DD = SURVEY DISK
 HL0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0043_STAMPING: 7668 9-1-34
 HL0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0043+STABILITY: SURFACE MOTION
 HL0043
 HL0043  HISTORY     - Date     Condition        Report By
 HL0043  HISTORY     - UNK      MONUMENTED       USGS
 HL0043  HISTORY     - 1934     GOOD             NGS
 HL0043
 HL0043                          STATION DESCRIPTION
 HL0043
 HL0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HL0043'11.3 MI N FROM MONTE VISTA.
 HL0043'ABOUT 11.3 MILES NORTH ALONG U.S. HIGHWAY 285 FROM THE JUNCTION OF
 HL0043'U.S. HIGHWAY 160 AT MONTE VISTA, RIO GRANDE COUNTY, ABOUT 108 FEET
 HL0043'NORTHEAST OF THE NORTHEAST CORNER OF THE RANCH HOUSE OF MRS. ROSE
 HL0043'PENNY, AT THE INTERSECTION OF STATE HIGHWAY 112, 81 FEET FROM THE
 HL0043'CENTER OF THE INTERSECTION OF THE HIGHWAYS, 36 FEET WEST OF THE CENTER
 HL0043'LINE OF U.S. HIGHWAY 285, 2 FEET SOUTH OF THE SAGUACHE-RIO GRANDE
 HL0043'COUNTY LINE, 6 FEET SOUTHWEST OF A COUNTY-LINE MARKER, 3 FEET NORTH OF
 HL0043'A FENCE PARALLELING STATE HIGHWAY 112, AND 1.5 FEET WEST OF A FENCE
 HL0043'PARALLELING U.S. HIGHWAY 285.  A UNITED STATES GEOLOGICAL SURVEY
 HL0043'STANDARD DISK, STAMPED 7668 9-1-34 AND SET IN THE TOP OF A CONCRETE
 HL0043'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0270 ***********************************************************************
 HK0270  DESIGNATION -  7669
 HK0270  PID         -  HK0270
 HK0270  STATE/COUNTY-  CO/CONEJOS
 HK0270  USGS QUAD   -  MANASSA (1982)
 HK0270
 HK0270                         *CURRENT SURVEY CONTROL
 HK0270  ___________________________________________________________________
 HK0270* NAD 83(1986)-  37 12 31.     (N)    105 58 40.     (W)     SCALED    
 HK0270* NAVD 88     -      2338.163  (meters)    7671.12   (feet)  POSTED    
 HK0270  ___________________________________________________________________
 HK0270  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 HK0270  DYNAMIC HT  -        2335.060 (meters)    7660.94  (feet)  COMP
 HK0270  MODELED GRAV-     979,220.5   (mgal)                       NAVD 88
 HK0270
 HK0270  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HK0270
 HK0270.The horizontal coordinates were scaled from a topographic map and have
 HK0270.an estimated accuracy of +/- 6 seconds.
 HK0270
 HK0270.The orthometric height was determined by differential leveling
 HK0270.and adjusted by the National Geodetic Survey in 1992..
 HK0270.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HK0270.rate of 0.0 thru 1.0 mm/km.
 HK0270
 HK0270.The geoid height was determined by GEOID03.
 HK0270
 HK0270.The dynamic height is computed by dividing the NAVD 88
 HK0270.geopotential number by the normal gravity value computed on the
 HK0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0270.degrees latitude (g = 980.6199 gals.).
 HK0270
 HK0270.The modeled gravity was interpolated from observed gravity values.
 HK0270
 HK0270;                    North         East    Units  Estimated Accuracy
 HK0270;SPC CO S     -   365,060.      871,990.      MT  (+/- 180 meters Scaled)
 HK0270
 HK0270                          SUPERSEDED SURVEY CONTROL
 HK0270
 HK0270  NGVD 29 (??/??/92) 2336.916  (m)         7667.03   (f) ADJ UNCH    1 2
 HK0270
 HK0270.Superseded values are not recommended for survey control.
 HK0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0270.See file dsdata.txt to determine how the superseded data were derived.
 HK0270
 HK0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB132184(NAD 83)
 HK0270_MARKER: P = PIPE CAP
 HK0270_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HK0270_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HK0270_STAMPING: 7669 1920
 HK0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0270
 HK0270  HISTORY     - Date     Condition        Report By
 HK0270  HISTORY     - 1920     MONUMENTED       USGS
 HK0270  HISTORY     - 1933     GOOD             NGS
 HK0270
 HK0270                          STATION DESCRIPTION
 HK0270
 HK0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 HK0270'2.5 MI N FROM ROMEO.
 HK0270'2.5 MI N OF ROMEO, ALONG THE D AND R G W RR 1.1 MILES SOUTH OF
 HK0270'BOUNTIFUL AND 7 POLES NORTH OF M P 271 40 FT NORTH OF CENTERLINE OF
 HK0270'T ROAD WEST AND WEST SIDE OF NORTH AND SOUTH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0135 ***********************************************************************
 JJ0135  DESIGNATION -  767+13
 JJ0135  PID         -  JJ0135
 JJ0135  STATE/COUNTY-  CO/KIOWA
 JJ0135  USGS QUAD   -  BRANDON (1968)
 JJ0135
 JJ0135                         *CURRENT SURVEY CONTROL
 JJ0135  ___________________________________________________________________
 JJ0135* NAD 83(1986)-  38 26 44.     (N)    102 27 35.     (W)     SCALED    
 JJ0135* NAVD 88     -      1185.156  (meters)    3888.30   (feet)  ADJUSTED  
 JJ0135  ___________________________________________________________________
 JJ0135  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 JJ0135  DYNAMIC HT  -        1184.057 (meters)    3884.69  (feet)  COMP
 JJ0135  MODELED GRAV-     979,660.8   (mgal)                       NAVD 88
 JJ0135
 JJ0135  VERT ORDER  -  SECOND    CLASS 0
 JJ0135
 JJ0135.The horizontal coordinates were scaled from a topographic map and have
 JJ0135.an estimated accuracy of +/- 6 seconds.
 JJ0135
 JJ0135.The orthometric height was determined by differential leveling
 JJ0135.and adjusted by the National Geodetic Survey in June 1991..
 JJ0135
 JJ0135.The geoid height was determined by GEOID03.
 JJ0135
 JJ0135.The dynamic height is computed by dividing the NAVD 88
 JJ0135.geopotential number by the normal gravity value computed on the
 JJ0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0135.degrees latitude (g = 980.6199 gals.).
 JJ0135
 JJ0135.The modeled gravity was interpolated from observed gravity values.
 JJ0135
 JJ0135;                    North         East    Units  Estimated Accuracy
 JJ0135;SPC CO S     -   506,550.    1,179,770.      MT  (+/- 180 meters Scaled)
 JJ0135
 JJ0135                          SUPERSEDED SURVEY CONTROL
 JJ0135
 JJ0135  NGVD 29 (??/??/92) 1184.645  (m)         3886.62   (f) ADJ UNCH    2 0
 JJ0135
 JJ0135.Superseded values are not recommended for survey control.
 JJ0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0135.See file dsdata.txt to determine how the superseded data were derived.
 JJ0135
 JJ0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC216583(NAD 83)
 JJ0135_MARKER: R = RIVET
 JJ0135_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0135_SP_SET: CONCRETE CULVERT
 JJ0135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0135
 JJ0135  HISTORY     - Date     Condition        Report By
 JJ0135  HISTORY     - UNK      MONUMENTED       CGS
 JJ0135  HISTORY     - 1941     GOOD             NGS
 JJ0135
 JJ0135                          STATION DESCRIPTION
 JJ0135
 JJ0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0135'1.1 MI W FROM BRANDON.
 JJ0135'TO REACH BENCH MARK FROM THE RAILROAD STATION AT BRANDON, GO 1.1
 JJ0135'MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD TO SITE OF BENCH
 JJ0135'MARK.  BENCH MARK IS A MONEL METAL RIVET IN THE TOP OF THE WEST
 JJ0135'END OF THE SOUTH HEADWALL OF A DOUBLE CONCRETE BOX CULVERT, 15.0
 JJ0135'FEET SOUTH OF AND ABOUT 4.0 FEET BELOW THE CENTERLINE OF THE
 JJ0135'RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0030 ***********************************************************************
 HM0030  DESIGNATION -  7671.31
 HM0030  PID         -  HM0030
 HM0030  STATE/COUNTY-  CO/MONTEZUMA
 HM0030  USGS QUAD   -  STONER (1976)
 HM0030
 HM0030                         *CURRENT SURVEY CONTROL
 HM0030  ___________________________________________________________________
 HM0030* NAD 83(1986)-  37 34 09.     (N)    108 15 51.     (W)     SCALED    
 HM0030* NAVD 88     -      2339.166  (meters)    7674.41   (feet)  ADJUSTED  
 HM0030  ___________________________________________________________________
 HM0030  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 HM0030  DYNAMIC HT  -        2336.065 (meters)    7664.24  (feet)  COMP
 HM0030  MODELED GRAV-     979,220.6   (mgal)                       NAVD 88
 HM0030
 HM0030  VERT ORDER  -  SECOND    CLASS 0
 HM0030
 HM0030.The horizontal coordinates were scaled from a topographic map and have
 HM0030.an estimated accuracy of +/- 6 seconds.
 HM0030
 HM0030.The orthometric height was determined by differential leveling
 HM0030.and adjusted by the National Geodetic Survey in June 1991..
 HM0030
 HM0030.The geoid height was determined by GEOID03.
 HM0030
 HM0030.The dynamic height is computed by dividing the NAVD 88
 HM0030.geopotential number by the normal gravity value computed on the
 HM0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0030.degrees latitude (g = 980.6199 gals.).
 HM0030
 HM0030.The modeled gravity was interpolated from observed gravity values.
 HM0030
 HM0030;                    North         East    Units  Estimated Accuracy
 HM0030;SPC CO S     -   408,580.      670,250.      MT  (+/- 180 meters Scaled)
 HM0030
 HM0030                          SUPERSEDED SURVEY CONTROL
 HM0030
 HM0030  NGVD 29 (??/??/92) 2337.805  (m)         7669.95   (f) ADJ UNCH    2 0
 HM0030
 HM0030.Superseded values are not recommended for survey control.
 HM0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0030.See file dsdata.txt to determine how the superseded data were derived.
 HM0030
 HM0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG416615(NAD 83)
 HM0030_MARKER: DD = SURVEY DISK
 HM0030_SETTING: 66 = SET IN ROCK OUTCROP
 HM0030_SP_SET: UNSPEC. ROCK
 HM0030_STAMPING: 7671.31
 HM0030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0030+STABILITY: POSITION/ELEVATION WELL
 HM0030
 HM0030  HISTORY     - Date     Condition        Report By
 HM0030  HISTORY     - UNK      MONUMENTED       BPR
 HM0030  HISTORY     - 1963     MARK NOT FOUND   NGS
 HM0030
 HM0030                          STATION DESCRIPTION
 HM0030
 HM0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HM0030'17.5 MI SW FROM RICO.
 HM0030'IN MONTEZUMA COUNTY, 17.5 MILES SOUTHWEST ALONG THE ABANDONED RIO
 HM0030'GRANDE SOUTHERN RAILROAD FROM THE FORMER STATION AT RICO, DOLORES
 HM0030'COUNTY, 0.25 MILE SOUTHWEST OF RED ROCK RANCH, 500 FEET SOUTHEAST
 HM0030'ALONG A HIGHWAY FROM THE SOUTHEAST SIDE OF A LOG BARN, 12 FEET EAST OF
 HM0030'THE CENTER-LINE OF THE HIGHWAY, 4 FEET SOUTHEAST OF A WIRE FENCE, AND
 HM0030'IN THE TOP OF A LARGE ROCK.  A UNITED STATES BUREAU OF PUBLIC ROADS
 HM0030'STANDARD DISK, STAMPED 7671.31.  NOTE-- BELIEVED THAT HWY.
 HM0030'CONSTRUCTION IN THIS AREA HAS DESTROYED THIS BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0009 ***********************************************************************
 HL0009  DESIGNATION -  7676
 HL0009  PID         -  HL0009
 HL0009  STATE/COUNTY-  CO/RIO GRANDE
 HL0009  USGS QUAD   -  MONTE VISTA (1964)
 HL0009
 HL0009                         *CURRENT SURVEY CONTROL
 HL0009  ___________________________________________________________________
 HL0009* NAD 83(1986)-  37 35 39.     (N)    106 10 33.     (W)     SCALED    
 HL0009* NAVD 88     -      2340.655  (meters)    7679.30   (feet)  ADJUSTED  
 HL0009  ___________________________________________________________________
 HL0009  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 HL0009  DYNAMIC HT  -        2337.548 (meters)    7669.11  (feet)  COMP
 HL0009  MODELED GRAV-     979,218.9   (mgal)                       NAVD 88
 HL0009
 HL0009  VERT ORDER  -  SECOND    CLASS 0
 HL0009
 HL0009.The horizontal coordinates were scaled from a topographic map and have
 HL0009.an estimated accuracy of +/- 6 seconds.
 HL0009
 HL0009.The orthometric height was determined by differential leveling
 HL0009.and adjusted by the National Geodetic Survey in June 1991..
 HL0009
 HL0009.The geoid height was determined by GEOID03.
 HL0009
 HL0009.The dynamic height is computed by dividing the NAVD 88
 HL0009.geopotential number by the normal gravity value computed on the
 HL0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0009.degrees latitude (g = 980.6199 gals.).
 HL0009
 HL0009.The modeled gravity was interpolated from observed gravity values.
 HL0009
 HL0009;                    North         East    Units  Estimated Accuracy
 HL0009;SPC CO S     -   407,950.      854,720.      MT  (+/- 180 meters Scaled)
 HL0009
 HL0009                          SUPERSEDED SURVEY CONTROL
 HL0009
 HL0009  NGVD 29 (??/??/92) 2339.252  (m)         7674.70   (f) ADJ UNCH    2 0
 HL0009
 HL0009.Superseded values are not recommended for survey control.
 HL0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0009.See file dsdata.txt to determine how the superseded data were derived.
 HL0009
 HL0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB961614(NAD 83)
 HL0009_MARKER: DD = SURVEY DISK
 HL0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0009_SP_SET: STONE POST
 HL0009_STAMPING: 7676
 HL0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0009+STABILITY: SURFACE MOTION
 HL0009
 HL0009  HISTORY     - Date     Condition        Report By
 HL0009  HISTORY     - UNK      MONUMENTED       USGS
 HL0009  HISTORY     - 1934     GOOD             NGS
 HL0009
 HL0009                          STATION DESCRIPTION
 HL0009
 HL0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HL0009'2.3 MI W FROM MONTE VISTA.
 HL0009'2.3 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 HL0009'MONTE VISTA, RIO GRANDE COUNTY, 84 FEET SOUTH OF MILEPOST 271, 24 FEET
 HL0009'SOUTH OF THE CENTER LINE OF THE TRACK, AND 26 FEET NORTH OF A PASTURE
 HL0009'FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 7676
 HL0009'AND SET IN THE TOP OF A STONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0048 ***********************************************************************
 HL0048  DESIGNATION -  7679 RESET
 HL0048  PID         -  HL0048
 HL0048  STATE/COUNTY-  CO/RIO GRANDE
 HL0048  USGS QUAD   -  SEVENMILE PLAZA (1964)
 HL0048
 HL0048                         *CURRENT SURVEY CONTROL
 HL0048  ___________________________________________________________________
 HL0048* NAD 83(1986)-  37 42 16.     (N)    106 08 56.     (W)     SCALED    
 HL0048* NAVD 88     -      2341.51   (meters)    7682.1    (feet)  RESET     
 HL0048  ___________________________________________________________________
 HL0048  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 HL0048
 HL0048  VERT ORDER  -  THIRD
 HL0048
 HL0048.The horizontal coordinates were scaled from a topographic map and have
 HL0048.an estimated accuracy of +/- 6 seconds.
 HL0048
 HL0048.The orthometric height was computed from unverified reset data.
 HL0048.No vertical observational check was made to the station.
 HL0048
 HL0048.The geoid height was determined by GEOID03.
 HL0048
 HL0048;                    North         East    Units  Estimated Accuracy
 HL0048;SPC CO S     -   420,180.      857,180.      MT  (+/- 180 meters Scaled)
 HL0048
 HL0048                          SUPERSEDED SURVEY CONTROL
 HL0048
 HL0048  NGVD 29 (??/??/??) 2340.11   (m)         7677.5    (f) RESET       3  
 HL0048
 HL0048.Superseded values are not recommended for survey control.
 HL0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0048.See file dsdata.txt to determine how the superseded data were derived.
 HL0048
 HL0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB987736(NAD 83)
 HL0048_MARKER: DD = SURVEY DISK
 HL0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0048_STAMPING: 7679
 HL0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0048+STABILITY: SURFACE MOTION
 HL0048
 HL0048  HISTORY     - Date     Condition        Report By
 HL0048  HISTORY     - 1937     MONUMENTED       CODH
 HL0048  HISTORY     - 1937     GOOD             NGS
 HL0048
 HL0048                          STATION DESCRIPTION
 HL0048
 HL0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 HL0048'8.4 MI N FROM MONTE VISTA.
 HL0048'ABOUT 8.4 MILES NORTH ALONG U.S. HIGHWAY 285 FROM THE JUNCTION OF U.S.
 HL0048'HIGHWAY 160 AT MONTE VISTA, RIO GRANDE COUNTY, AT THE INTERSECTION OF
 HL0048'A COUNTY ROAD, 60 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 29 FEET
 HL0048'SOUTH OF THE CENTER LINE OF THE ROAD, 20 FEET NORTHEAST OF A POLE,
 HL0048'20.3 FEET NORTH OF A CONCRETE RIGHT-OF-WAY MARKER, 78.2 FEET WEST OF A
 HL0048'POLE, 0.9 FOOT NORTHWEST OF A FENCE CORNER, AND NEAR A FENCE
 HL0048'PARALLELING THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HL0048'DISK, STAMPED 7679 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0910 ***********************************************************************
 LL0910  DESIGNATION -  7680
 LL0910  PID         -  LL0910
 LL0910  STATE/COUNTY-  CO/LARIMER
 LL0910  USGS QUAD   -  KINIKINIK (1962)
 LL0910
 LL0910                         *CURRENT SURVEY CONTROL
 LL0910  ___________________________________________________________________
 LL0910* NAD 83(1986)-  40 41 58.     (N)    105 42 06.     (W)     SCALED    
 LL0910* NAVD 88     -      2341.832  (meters)    7683.16   (feet)  ADJUSTED  
 LL0910  ___________________________________________________________________
 LL0910  GEOID HEIGHT-         -11.29  (meters)                     GEOID03
 LL0910  DYNAMIC HT  -        2339.406 (meters)    7675.20  (feet)  COMP
 LL0910  MODELED GRAV-     979,504.7   (mgal)                       NAVD 88
 LL0910
 LL0910  VERT ORDER  -  SECOND    CLASS 0
 LL0910
 LL0910.The horizontal coordinates were scaled from a topographic map and have
 LL0910.an estimated accuracy of +/- 6 seconds.
 LL0910
 LL0910.The orthometric height was determined by differential leveling
 LL0910.and adjusted by the National Geodetic Survey in June 1991..
 LL0910
 LL0910.The geoid height was determined by GEOID03.
 LL0910
 LL0910.The dynamic height is computed by dividing the NAVD 88
 LL0910.geopotential number by the normal gravity value computed on the
 LL0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0910.degrees latitude (g = 980.6199 gals.).
 LL0910
 LL0910.The modeled gravity was interpolated from observed gravity values.
 LL0910
 LL0910;                    North         East    Units  Estimated Accuracy
 LL0910;SPC CO N     -   456,500.      897,360.      MT  (+/- 180 meters Scaled)
 LL0910
 LL0910                          SUPERSEDED SURVEY CONTROL
 LL0910
 LL0910  NGVD 29 (??/??/92) 2340.491  (m)         7678.76   (f) ADJ UNCH    2 0
 LL0910
 LL0910.Superseded values are not recommended for survey control.
 LL0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0910.See file dsdata.txt to determine how the superseded data were derived.
 LL0910
 LL0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF407056(NAD 83)
 LL0910_MARKER: DD = SURVEY DISK
 LL0910_SETTING: 80 = SET IN A BOULDER
 LL0910_STAMPING: 7680
 LL0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0910+STABILITY: SURFACE MOTION
 LL0910
 LL0910  HISTORY     - Date     Condition        Report By
 LL0910  HISTORY     - UNK      MONUMENTED       USGS
 LL0910  HISTORY     - 1934     GOOD             NGS
 LL0910
 LL0910                          STATION DESCRIPTION
 LL0910
 LL0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LL0910'13.6 MI NE FROM CHAMBERS LAKE.
 LL0910'13.6 MILES NORTHEAST OF, ALONG HWY. 14, FROM JCT. OF ROADS. ON
 LL0910'STATE HIGHWAY NO. 14, 0.6 MILES WEST OF HOME, LARIMER COUNTY, 13
 LL0910'FEET NORTH OF CENTERLINE OF ROAD, IN TOP SURFACE OF BOULDER ABOUT
 LL0910'EIGHT FEET SQUARE AND FOUR FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0734 ***********************************************************************
 KK0734  DESIGNATION -  7693
 KK0734  PID         -  KK0734
 KK0734  STATE/COUNTY-  CO/PARK
 KK0734  USGS QUAD   -  BAILEY (1987)
 KK0734
 KK0734                         *CURRENT SURVEY CONTROL
 KK0734  ___________________________________________________________________
 KK0734* NAD 83(1986)-  39 24 08.     (N)    105 27 49.     (W)     SCALED    
 KK0734* NAVD 88     -      2349.200  (meters)    7707.33   (feet)  ADJUSTED  
 KK0734  ___________________________________________________________________
 KK0734  GEOID HEIGHT-         -13.30  (meters)                     GEOID03
 KK0734  DYNAMIC HT  -        2346.562 (meters)    7698.68  (feet)  COMP
 KK0734  MODELED GRAV-     979,419.3   (mgal)                       NAVD 88
 KK0734
 KK0734  VERT ORDER  -  FIRST     CLASS II
 KK0734
 KK0734.The horizontal coordinates were scaled from a topographic map and have
 KK0734.an estimated accuracy of +/- 6 seconds.
 KK0734
 KK0734.The orthometric height was determined by differential leveling
 KK0734.and adjusted by the National Geodetic Survey in June 1991..
 KK0734
 KK0734.The geoid height was determined by GEOID03.
 KK0734
 KK0734.The dynamic height is computed by dividing the NAVD 88
 KK0734.geopotential number by the normal gravity value computed on the
 KK0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0734.degrees latitude (g = 980.6199 gals.).
 KK0734
 KK0734.The modeled gravity was interpolated from observed gravity values.
 KK0734
 KK0734;                    North         East    Units  Estimated Accuracy
 KK0734;SPC CO C     -   478,960.      917,540.      MT  (+/- 180 meters Scaled)
 KK0734
 KK0734                          SUPERSEDED SURVEY CONTROL
 KK0734
 KK0734  NGVD 29 (??/??/92) 2347.926  (m)         7703.15   (f) ADJ UNCH    1 2
 KK0734
 KK0734.Superseded values are not recommended for survey control.
 KK0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0734.See file dsdata.txt to determine how the superseded data were derived.
 KK0734
 KK0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD600615(NAD 83)
 KK0734_MARKER: Q = CHISELED SQUARE
 KK0734_SETTING: 80 = SET IN A BOULDER
 KK0734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0734+STABILITY: SURFACE MOTION
 KK0734
 KK0734  HISTORY     - Date     Condition        Report By
 KK0734  HISTORY     - UNK      MONUMENTED       USGS
 KK0734  HISTORY     - 1951     GOOD             NGS
 KK0734  HISTORY     - 1955     GOOD             NGS
 KK0734
 KK0734                          STATION DESCRIPTION
 KK0734
 KK0734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0734'0.6 MI E FROM BAILEY.
 KK0734'0.55 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 KK0734'BAILEY, THENCE 0.1 MILE EAST ALONG A PRIVATE DRIVEWAY, THIS DRIVEWAY
 KK0734'IS ALONG THE ABANDONED COLORADO AND SOUTHERN RAILROAD GRADE, 154
 KK0734'FEET EAST OF A POWER POLE, 15 FEET NORTH OF THE CENTER LINE OF THE
 KK0734'DRIVEWAY, 4 FEET ABOVE THE GROUND, A CHISELED SQUARE IN THE TOP
 KK0734'OF A GRANITE BOULDER.
 KK0734
 KK0734                          STATION RECOVERY (1955)
 KK0734
 KK0734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0151 ***********************************************************************
 JL0151  DESIGNATION -  7697
 JL0151  PID         -  JL0151
 JL0151  STATE/COUNTY-  CO/SAGUACHE
 JL0151  USGS QUAD   -  SAGUACHE (1967)
 JL0151
 JL0151                         *CURRENT SURVEY CONTROL
 JL0151  ___________________________________________________________________
 JL0151* NAD 83(1986)-  38 05 11.     (N)    106 08 16.     (W)     SCALED    
 JL0151* NAVD 88     -      2346.676  (meters)    7699.05   (feet)  POSTED    
 JL0151  ___________________________________________________________________
 JL0151  GEOID HEIGHT-         -15.31  (meters)                     GEOID03
 JL0151  DYNAMIC HT  -        2343.710 (meters)    7689.32  (feet)  COMP
 JL0151  MODELED GRAV-     979,282.9   (mgal)                       NAVD 88
 JL0151
 JL0151  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JL0151
 JL0151.The horizontal coordinates were scaled from a topographic map and have
 JL0151.an estimated accuracy of +/- 6 seconds.
 JL0151
 JL0151.The orthometric height was determined by differential leveling
 JL0151.and adjusted by the National Geodetic Survey in 1992..
 JL0151.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JL0151.rate of 1.1 thru 2.0 mm/km.
 JL0151
 JL0151.The geoid height was determined by GEOID03.
 JL0151
 JL0151.The dynamic height is computed by dividing the NAVD 88
 JL0151.geopotential number by the normal gravity value computed on the
 JL0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0151.degrees latitude (g = 980.6199 gals.).
 JL0151
 JL0151.The modeled gravity was interpolated from observed gravity values.
 JL0151
 JL0151;                    North         East    Units  Estimated Accuracy
 JL0151;SPC CO S     -   462,560.      858,450.      MT  (+/- 180 meters Scaled)
 JL0151
 JL0151                          SUPERSEDED SURVEY CONTROL
 JL0151
 JL0151  NGVD 29 (??/??/92) 2345.287  (m)         7694.50   (f) ADJ UNCH    2 0
 JL0151
 JL0151.Superseded values are not recommended for survey control.
 JL0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0151.See file dsdata.txt to determine how the superseded data were derived.
 JL0151
 JL0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC002160(NAD 83)
 JL0151_MARKER: DD = SURVEY DISK
 JL0151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JL0151_SP_SET: SIDEWALK
 JL0151_STAMPING: 7697
 JL0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JL0151
 JL0151  HISTORY     - Date     Condition        Report By
 JL0151  HISTORY     - UNK      MONUMENTED       USGS
 JL0151  HISTORY     - 1967     GOOD             USGS
 JL0151
 JL0151                          STATION DESCRIPTION
 JL0151
 JL0151'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JL0151'IN SAGUACHE.
 JL0151'THIS BM IS IN FRONT OF THE SAGUACHE COLD STORAGE BUILDING.  311TH 4TH
 JL0151'STREET, IN A CONCRETE SIDEWALK, 8.2 FEET SOUTH OF THE CENTER OF THE
 JL0151'FRONT ENTRANCE DOOR, 6.1 FEET NORTH OF THE SOUTHWEST CORNER OF THE
 JL0151'BUILDING, AND ABOUT 3.0 FEET LOWER THAN THE CENTER OF THE WINDOW.  A
 JL0151'USGS STANDARD DISK STAMPED 7697.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1815 ***********************************************************************
 KK1815  DESIGNATION -  77
 KK1815  PID         -  KK1815
 KK1815  STATE/COUNTY-  CO/JEFFERSON
 KK1815  USGS QUAD   -  FORT LOGAN (1994)
 KK1815
 KK1815                         *CURRENT SURVEY CONTROL
 KK1815  ___________________________________________________________________
 KK1815* NAD 83(1992)-  39 38 44.70258(N)    105 06 10.44148(W)     ADJUSTED  
 KK1815* NAVD 88     -      1724.0    (meters)    5656.     (feet)  VERTCON   
 KK1815  ___________________________________________________________________
 KK1815  LAPLACE CORR-         -14.74  (seconds)                    DEFLEC99
 KK1815  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 KK1815
 KK1815  HORZ ORDER  -  SECOND
 KK1815
 KK1815.The horizontal coordinates were established by classical geodetic methods
 KK1815.and adjusted by the National Geodetic Survey in January 1993..
 KK1815
 KK1815.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1815
 KK1815.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1815
 KK1815.The geoid height was determined by GEOID03.
 KK1815
 KK1815;                    North         East     Units Scale Factor Converg.
 KK1815;SPC CO C     -   506,071.926   948,485.519   MT  0.99998104   +0 15 01.6
 KK1815;SPC CO C     - 1,660,337.64  3,111,822.91   sFT  0.99998104   +0 15 01.6
 KK1815;UTM  13      - 4,388,445.276   491,171.230   MT  0.99960096   -0 03 56.4
 KK1815
 KK1815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1815!SPC CO C     -   0.99973215  x   0.99998104  =   0.99971320
 KK1815!UTM  13      -   0.99973215  x   0.99960096  =   0.99933322
 KK1815
 KK1815|---------------------------------------------------------------------|
 KK1815| PID    Reference Object                     Distance      Geod. Az  |
 KK1815|                                                           dddmmss.s |
 KK1815| CP7179 77 RM 1                              22.906 METERS 14811     |
 KK1815| CP7180 77 RM 2                              17.240 METERS 23840     |
 KK1815| CP7178 77 AZ MK                                           3265608.0 |
 KK1815|---------------------------------------------------------------------|
 KK1815
 KK1815                          SUPERSEDED SURVEY CONTROL
 KK1815
 KK1815  NAD 83(1986)-  39 38 44.69963(N)    105 06 10.44031(W) AD(       ) 2
 KK1815  NAD 27      -  39 38 44.74213(N)    105 06 08.49172(W) AD(       ) 2
 KK1815  NGVD 29 (07/19/86) 1723.1    (m)         5653.     (f) VERT ANG       
 KK1815
 KK1815.Superseded values are not recommended for survey control.
 KK1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1815.See file dsdata.txt to determine how the superseded data were derived.
 KK1815
 KK1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9117188445(NAD 83)
 KK1815_MARKER: DD = SURVEY DISK
 KK1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1815_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1815
 KK1815  HISTORY     - Date     Condition        Report By
 KK1815  HISTORY     - 1977     MONUMENTED       CO-059
 KK1815
 KK1815                          STATION DESCRIPTION
 KK1815
 KK1815'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1815'THE STATION IS LOCATED 1/2 MILE SOUTH OF U.S. HIGHWAY 285, 1/3
 KK1815'MILE EAST OF SOUTH KIPLING STREET, NEAR THE HIGHEST POINT AND
 KK1815'A WATER TOWER OF THE FEDERAL CORRECTIONAL INSTITUTE, AND SEVERAL
 KK1815'HUNDRED FEET WEST OF THE CENTER OF SECTION 3, T 5 S, R 69 W.
 KK1815'
 KK1815'TO REACH THIS STATION FROM THE INTERCHANGE OF U.S. HIGHWAY 285
 KK1815'AND SOUTH SHERIDAN BOULEVARD, GO WEST ON HIGHWAY 285 FOR 3.0
 KK1815'MILES TO THE KIPLING OFF-RAMP.  TURN LEFT AT THE FOOT OF THE
 KK1815'RAMP AND GO SOUTH ON SOUTH KIPLING FOR 0.3 MILE TO THE
 KK1815'EMPLOYEE HOUSING AREA FOR THE FEDERAL CORRECTIONAL INSTITUTE,
 KK1815'ON THE LEFT.  FOLLOW A DIRT ROAD EAST FROM THE NORTH EDGE OF
 KK1815'THE HOUSING AREA TO THE HIGHEST POINT ON THE RESERVATION, NEAR
 KK1815'THE WATER TOWER.
 KK1815'
 KK1815'TO REACH THE AZIMUTH MARK GO TO THE SOUTH TIP OF THE DIVIDER
 KK1815'ISLAND IN THE CENTER OF SOUTH KIPLING STREET, UNDERNEATH THE
 KK1815'HIGHWAY 285 OVERPASS.
 KK1815'
 KK1815'THE STATION MARK, STAMPED---77 JCMD 1977---, IS A 3-INCH BRONZE
 KK1815'DISK SET IN CONCRETE FLUSH WITH THE GROUND, 117 FEET AT A 48
 KK1815'DEGREE BEARING FROM THE EAST LEG OF THE WATER TOWER, 127 FEET
 KK1815'AT A 220 DEGREE BEARING FROM THE NORTHERN MOST FENCE POST OF
 KK1815'THE FENCE AROUND A JUNK PILE.
 KK1815'
 KK1815'REFERENCE MARK 1, STAMPED---77 JCMD RM 1 1977---, IS A 3-INCH
 KK1815'BRONZE DISK SET IN CONCRETE FLUSH WITH GROUND LEVEL, 147 FEET
 KK1815'EAST OF THE EAST LEG OF THE WATER TOWER AND 138 FEET NORTH-
 KK1815'NORTHEAST OF THE ABOVE METIONED NORTHERN MOST FENCE POST.
 KK1815'
 KK1815'REFERENCE MARK 2, STAMPED---77 JCMD RM 2 1977---, IS A 3-INCH
 KK1815'BRONZE DISK SET IN CONCRETE FLUSH WITH THE GROUND LEVEL, 73
 KK1815'FEET NORTHEAST OF THE EAST LEG OF THE WATER TOWER, 174 FEET
 KK1815'NORTHWEST OF THE BEFORE MENTIONED NORTHERN MOST FENCE POST.
 KK1815'
 KK1815'THE AZIMUTH MARK, STAMPED---77 JCMD AZM 1977---, IS A 3-INCH
 KK1815'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE SOUTH TIP OF THE
 KK1815'CONCRETE ISLAND 26-1/2 FEET WEST OF THE CENTER OF THE SOUTH
 KK1815'BOUND LANE OF KIPLING AND 27-1/2 FEET WEST OF THE CENTER OF THE
 KK1815'NORTHBOUND LANE OF KIPLING.
 KK1815'
 KK1815'NOTE- FOR PERMISSION TO ENTER THE RESERVATION GO TO THE
 KK1815'LARGEST BUILDING, WHICH FACES QUINCY AVENUE AND IS A LITTLE
 KK1815'EAST OF KIPLING STREET, AND TO THE WARDENS OFFICE, JUST
 KK1815'INSIDE THE SOUTH ENTRANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0745 ***********************************************************************
 KK0745  DESIGNATION -  7703.97
 KK0745  PID         -  KK0745
 KK0745  STATE/COUNTY-  CO/TELLER
 KK0745  USGS QUAD   -  MOUNT DECEPTION (1984)
 KK0745
 KK0745                         *CURRENT SURVEY CONTROL
 KK0745  ___________________________________________________________________
 KK0745* NAD 83(1986)-  39 06 46.     (N)    105 05 58.     (W)     SCALED    
 KK0745* NAVD 88     -      2347.708  (meters)    7702.44   (feet)  ADJUSTED  
 KK0745  ___________________________________________________________________
 KK0745  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 KK0745  DYNAMIC HT  -        2345.053 (meters)    7693.73  (feet)  COMP
 KK0745  MODELED GRAV-     979,411.3   (mgal)                       NAVD 88
 KK0745
 KK0745  VERT ORDER  -  SECOND    CLASS 0
 KK0745
 KK0745.The horizontal coordinates were scaled from a topographic map and have
 KK0745.an estimated accuracy of +/- 6 seconds.
 KK0745
 KK0745.The orthometric height was determined by differential leveling
 KK0745.and adjusted by the National Geodetic Survey in June 1991..
 KK0745
 KK0745.The geoid height was determined by GEOID03.
 KK0745
 KK0745.The dynamic height is computed by dividing the NAVD 88
 KK0745.geopotential number by the normal gravity value computed on the
 KK0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0745.degrees latitude (g = 980.6199 gals.).
 KK0745
 KK0745.The modeled gravity was interpolated from observed gravity values.
 KK0745
 KK0745;                    North         East    Units  Estimated Accuracy
 KK0745;SPC CO C     -   446,910.      949,040.      MT  (+/- 180 meters Scaled)
 KK0745
 KK0745                          SUPERSEDED SURVEY CONTROL
 KK0745
 KK0745  NGVD 29 (??/??/92) 2346.495  (m)         7698.46   (f) ADJ UNCH    2 0
 KK0745
 KK0745.Superseded values are not recommended for survey control.
 KK0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0745.See file dsdata.txt to determine how the superseded data were derived.
 KK0745
 KK0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD914292(NAD 83)
 KK0745_MARKER: DD = SURVEY DISK
 KK0745_SETTING: 80 = SET IN A BOULDER
 KK0745_STAMPING: 7703.97 1926
 KK0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0745+STABILITY: SURFACE MOTION
 KK0745
 KK0745  HISTORY     - Date     Condition        Report By
 KK0745  HISTORY     - 1926     MONUMENTED       BPR
 KK0745  HISTORY     - 1952     GOOD             NGS
 KK0745
 KK0745                          STATION DESCRIPTION
 KK0745
 KK0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KK0745'5.4 MI SE FROM WEST CREEK.
 KK0745'0.3 MILE SOUTHEAST ALONG A WINDING GRAVELED ROAD FROM THE
 KK0745'GRADE SCHOOL AT WEST CREEK, THENCE 5.05 MILES SOUTHEAST ALONG
 KK0745'STATE HIGHWAY 67, 65 FEET WEST OF THE CENTER LINE OF THE
 KK0745'HIGHWAY, AT THE EAST END OF A PINE COVERED RIDGE, IN A GROVE OF
 KK0745'PINE TREES, 10 FEET ABOVE THE LEVEL OF THE HIGHWAY, 5 FEET
 KK0745'ABOVE THE GROUND, SET IN THE TOP OF THE CENTER OF AN 8X12
 KK0745'FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0158 ***********************************************************************
 JL0158  DESIGNATION -  7704
 JL0158  PID         -  JL0158
 JL0158  STATE/COUNTY-  CO/SAGUACHE
 JL0158  USGS QUAD   -  HICKEY BRIDGE (1967)
 JL0158
 JL0158                         *CURRENT SURVEY CONTROL
 JL0158  ___________________________________________________________________
 JL0158* NAD 83(1986)-  38 06 00.     (N)    106 03 01.     (W)     SCALED    
 JL0158* NAVD 88     -      2348.803  (meters)    7706.03   (feet)  POSTED    
 JL0158  ___________________________________________________________________
 JL0158  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 JL0158  DYNAMIC HT  -        2345.900 (meters)    7696.51  (feet)  COMP
 JL0158  MODELED GRAV-     979,307.4   (mgal)                       NAVD 88
 JL0158
 JL0158  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JL0158
 JL0158.The horizontal coordinates were scaled from a topographic map and have
 JL0158.an estimated accuracy of +/- 6 seconds.
 JL0158
 JL0158.The orthometric height was determined by differential leveling
 JL0158.and adjusted by the National Geodetic Survey in 1992..
 JL0158.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JL0158.rate of 1.1 thru 2.0 mm/km.
 JL0158
 JL0158.The geoid height was determined by GEOID03.
 JL0158
 JL0158.The dynamic height is computed by dividing the NAVD 88
 JL0158.geopotential number by the normal gravity value computed on the
 JL0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0158.degrees latitude (g = 980.6199 gals.).
 JL0158
 JL0158.The modeled gravity was interpolated from observed gravity values.
 JL0158
 JL0158;                    North         East    Units  Estimated Accuracy
 JL0158;SPC CO S     -   464,020.      866,140.      MT  (+/- 180 meters Scaled)
 JL0158
 JL0158                          SUPERSEDED SURVEY CONTROL
 JL0158
 JL0158  NGVD 29 (??/??/92) 2347.490  (m)         7701.72   (f) ADJ UNCH    2 0
 JL0158
 JL0158.Superseded values are not recommended for survey control.
 JL0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0158.See file dsdata.txt to determine how the superseded data were derived.
 JL0158
 JL0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC079174(NAD 83)
 JL0158_MARKER: DD = SURVEY DISK
 JL0158_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JL0158_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JL0158_STAMPING: 7704
 JL0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JL0158
 JL0158  HISTORY     - Date     Condition        Report By
 JL0158  HISTORY     - UNK      MONUMENTED       USGS
 JL0158  HISTORY     - 1934     GOOD             NGS
 JL0158
 JL0158                          STATION DESCRIPTION
 JL0158
 JL0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JL0158'5.3 MI E FROM SAGUACHE.
 JL0158'ABOUT 5.3 MILES EAST ALONG U.S. HIGHWAY 285 FROM THE COUNTY COURTHOUSE
 JL0158'AT SAGUACHE, SAGUACHE COUNTY, 45.8 FEET SOUTH OF THE CENTER OF THE
 JL0158'JUNCTION OF A ROAD LEADING TO MIRAGE, 60.9 FEET EAST OF A HIGHWAY
 JL0158'MARKER, 62.1 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND 41.2
 JL0158'FEET SOUTHEAST OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY
 JL0158'STANDARD DISK, STAMPED 7704 AND SET IN THE TOP OF A CONCRETE-FILLED
 JL0158'PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0363 ***********************************************************************
 JL0363  DESIGNATION -  7712
 JL0363  PID         -  JL0363
 JL0363  STATE/COUNTY-  CO/OURAY
 JL0363  USGS QUAD   -  OURAY (1983)
 JL0363
 JL0363                         *CURRENT SURVEY CONTROL
 JL0363  ___________________________________________________________________
 JL0363* NAD 83(1986)-  38 01 30.     (N)    107 40 27.     (W)     SCALED    
 JL0363* NAVD 88     -      2350.540  (meters)    7711.73   (feet)  POSTED    
 JL0363  ___________________________________________________________________
 JL0363  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 JL0363  DYNAMIC HT  -        2347.370 (meters)    7701.33  (feet)  COMP
 JL0363  MODELED GRAV-     979,199.3   (mgal)                       NAVD 88
 JL0363
 JL0363  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JL0363
 JL0363.The horizontal coordinates were scaled from a topographic map and have
 JL0363.an estimated accuracy of +/- 6 seconds.
 JL0363
 JL0363.The orthometric height was determined by differential leveling
 JL0363.and adjusted by the National Geodetic Survey in 1992..
 JL0363.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JL0363.rate of 2.1 thru 3.0 mm/km.
 JL0363
 JL0363.The geoid height was determined by GEOID03.
 JL0363
 JL0363.The dynamic height is computed by dividing the NAVD 88
 JL0363.geopotential number by the normal gravity value computed on the
 JL0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0363.degrees latitude (g = 980.6199 gals.).
 JL0363
 JL0363.The modeled gravity was interpolated from observed gravity values.
 JL0363
 JL0363;                    North         East    Units  Estimated Accuracy
 JL0363;SPC CO S     -   457,780.      723,530.      MT  (+/- 180 meters Scaled)
 JL0363
 JL0363                          SUPERSEDED SURVEY CONTROL
 JL0363
 JL0363  NGVD 29 (??/??/92) 2348.971  (m)         7706.58   (f) ADJ UNCH    1 2
 JL0363
 JL0363.Superseded values are not recommended for survey control.
 JL0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0363.See file dsdata.txt to determine how the superseded data were derived.
 JL0363
 JL0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC652119(NAD 83)
 JL0363_MARKER: P = PIPE CAP
 JL0363_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JL0363_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JL0363_STAMPING: 7706.582 OURAY
 JL0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JL0363
 JL0363  HISTORY     - Date     Condition        Report By
 JL0363  HISTORY     - UNK      MONUMENTED       USGS
 JL0363  HISTORY     - 1928     GOOD             NGS
 JL0363  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0363
 JL0363                          STATION DESCRIPTION
 JL0363
 JL0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 JL0363'IN OURAY.
 JL0363'AT OURAY, OURAY COUNTY, AT THE SOUTHEAST CORNER OF THE DENVER AND RIO
 JL0363'GRANDE WESTERN RAILROAD STATION, ON THE SOUTH SIDE OF THE CONCRETE
 JL0363'PLATFORM, 48 FEET EAST OF THE CENTER LINE OF THE MAIN TRACK, AND ABOUT
 JL0363'1/2 FOOT HIGHER THAN THE TRACK.  A UNITED STATES GEOLOGICAL SURVEY
 JL0363'STANDARD CAP, STAMPED 7706.582 OURAY AND RIVETED ON THE TOP OF A
 JL0363'3-1/2-INCH IRON PIPE PROJECTING ABOUT 4 INCHES ABOVE THE PLATFORM.
 JL0363
 JL0363                          STATION RECOVERY (1984)
 JL0363
 JL0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0363'THE OLD RAILROAD STATION HAS BEEN REMOVED AND THERE IS A HOUSE AT THIS
 JL0363'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0251 ***********************************************************************
 JJ0251  DESIGNATION -  772+19
 JJ0251  PID         -  JJ0251
 JJ0251  STATE/COUNTY-  CO/KIOWA
 JJ0251  USGS QUAD   -  CHIVINGTON (1968)
 JJ0251
 JJ0251                         *CURRENT SURVEY CONTROL
 JJ0251  ___________________________________________________________________
 JJ0251* NAD 83(1986)-  38 26 04.     (N)    102 33 05.     (W)     SCALED    
 JJ0251* NAVD 88     -      1183.921  (meters)    3884.25   (feet)  ADJUSTED  
 JJ0251  ___________________________________________________________________
 JJ0251  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 JJ0251  DYNAMIC HT  -        1182.819 (meters)    3880.63  (feet)  COMP
 JJ0251  MODELED GRAV-     979,656.9   (mgal)                       NAVD 88
 JJ0251
 JJ0251  VERT ORDER  -  SECOND    CLASS 0
 JJ0251
 JJ0251.The horizontal coordinates were scaled from a topographic map and have
 JJ0251.an estimated accuracy of +/- 6 seconds.
 JJ0251
 JJ0251.The orthometric height was determined by differential leveling
 JJ0251.and adjusted by the National Geodetic Survey in June 1991..
 JJ0251
 JJ0251.The geoid height was determined by GEOID03.
 JJ0251
 JJ0251.The dynamic height is computed by dividing the NAVD 88
 JJ0251.geopotential number by the normal gravity value computed on the
 JJ0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0251.degrees latitude (g = 980.6199 gals.).
 JJ0251
 JJ0251.The modeled gravity was interpolated from observed gravity values.
 JJ0251
 JJ0251;                    North         East    Units  Estimated Accuracy
 JJ0251;SPC CO S     -   505,070.    1,171,810.      MT  (+/- 180 meters Scaled)
 JJ0251
 JJ0251                          SUPERSEDED SURVEY CONTROL
 JJ0251
 JJ0251  NGVD 29 (??/??/92) 1183.397  (m)         3882.53   (f) ADJ UNCH    2 0
 JJ0251
 JJ0251.Superseded values are not recommended for survey control.
 JJ0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0251.See file dsdata.txt to determine how the superseded data were derived.
 JJ0251
 JJ0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC137568(NAD 83)
 JJ0251_MARKER: R = RIVET
 JJ0251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0251_SP_SET: CULVERT
 JJ0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0251
 JJ0251  HISTORY     - Date     Condition        Report By
 JJ0251  HISTORY     - 1941     MONUMENTED       CGS
 JJ0251  HISTORY     - 1941     GOOD             NGS
 JJ0251
 JJ0251                          STATION DESCRIPTION
 JJ0251
 JJ0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0251'6.3 MI W FROM BRANDON.
 JJ0251'TO REACH BENCH MARK FROM THE RAILROAD STATION AT BRANDON, GO
 JJ0251'6.3 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD TO SITE
 JJ0251'OF BENCH MARK.  BENCH MARK IS A MONEL METAL RIVET SET IN TOP
 JJ0251'OF THE SOUTH END OF THE EAST BACKWALL OF THE RAILROAD BRIDGE
 JJ0251'OVER RUSH CREEK, 9.0 FEET SOUTH OF AND THE SAME ELEVATION AS
 JJ0251'THE CENTERLINE OF THE RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4270 ***********************************************************************
 DF4270  DESIGNATION -  7722
 DF4270  PID         -  DF4270
 DF4270  STATE/COUNTY-  CO/CLEAR CREEK
 DF4270  USGS QUAD   -  CENTRAL CITY (1972)
 DF4270
 DF4270                         *CURRENT SURVEY CONTROL
 DF4270  ___________________________________________________________________
 DF4270* NAD 83(1986)-  39 45 19.     (N)    105 33 24.     (W)     SCALED    
 DF4270* NAVD 88     -      2355.548  (meters)    7728.16   (feet)  ADJUSTED  
 DF4270  ___________________________________________________________________
 DF4270  GEOID HEIGHT-         -13.00  (meters)                     GEOID03
 DF4270  DYNAMIC HT  -        2352.927 (meters)    7719.56  (feet)  COMP
 DF4270  MODELED GRAV-     979,429.0   (mgal)                       NAVD 88
 DF4270
 DF4270  VERT ORDER  -  FIRST     CLASS II
 DF4270
 DF4270.The horizontal coordinates were scaled from a topographic map and have
 DF4270.an estimated accuracy of +/- 6 seconds.
 DF4270
 DF4270.The orthometric height was determined by differential leveling
 DF4270.and adjusted by the National Geodetic Survey in November 2003..
 DF4270.No vertical observational check was made to the station.
 DF4270
 DF4270.The geoid height was determined by GEOID03.
 DF4270
 DF4270.The dynamic height is computed by dividing the NAVD 88
 DF4270.geopotential number by the normal gravity value computed on the
 DF4270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4270.degrees latitude (g = 980.6199 gals.).
 DF4270
 DF4270.The modeled gravity was interpolated from observed gravity values.
 DF4270
 DF4270;                    North         East    Units  Estimated Accuracy
 DF4270;SPC CO C     -   518,160.      909,550.      MT  (+/- 180 meters Scaled)
 DF4270
 DF4270                          SUPERSEDED SURVEY CONTROL
 DF4270
 DF4270.No superseded survey control is available for this station.
 DF4270
 DF4270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE523007(NAD 83)
 DF4270_MARKER: DB = BENCH MARK DISK
 DF4270_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DF4270_SP_SET: CULVERT HEADWALL
 DF4270_STAMPING: 7722 DENVER
 DF4270_MARK LOGO: USGS  
 DF4270_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4270+STABILITY: SURFACE MOTION
 DF4270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4270+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2000
 DF4270
 DF4270  HISTORY     - Date     Condition        Report By
 DF4270  HISTORY     - UNK      MONUMENTED       RBNF
 DF4270  HISTORY     - 20001009 GOOD             NGS
 DF4270
 DF4270                          STATION DESCRIPTION
 DF4270
 DF4270'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 DF4270'THE STATION IS LOCATED ABOUT 2.3 MI SOUTH-SOUTHEAST OF DUMONT
 DF4270'AND AT THE FALL RIVER OUTFALL, IN T 3 S, R 73 W. OWNERSHIP--COLORADO
 DF4270'DEPT. OF TRANSPORTATION RIGHT-OF-WAY.
 DF4270' 
 DF4270'TO REACH THE STATION FROM INTERSTATE 70 AND THE UNDERPASS FOR
 DF4270'EXIT 238, FALL RIVER ROAD, GO WEST ON THE NORTHERN ACCESS ROAD
 DF4270'FOR 0.2 MI TO A SIDE ROAD RIGHT, FALL RIVER ROAD AND THE STATION IN
 DF4270'THE NORTHWEST CORNER OF THE INTERSECTION.
 DF4270' 
 DF4270'THE MARK IS A STANDARD USGS DISK SET IN A DRILL HOLE IN A THE
 DF4270'NORTHEAST END OF THE NORTHERN BOX CULVERT FOR THE FALL RIVER ON
 DF4270'THE OLD HIGHWAY. IT IS 11.8 M WEST FROM THE CENTER LINE OF FALL
 DF4270'RIVER ROAD, 6.8 M NORTHWEST FROM THE CENTER LINE OF THE
 DF4270'INTERSTATE 70 WESTBOUND ON RAMP, 0.35 M EAST-SOUTHEAST FROM A
 DF4270'WITNESS POST, 0.3 M NORTHWEST FROM THE NORTHEAST END OF A BOX
 DF4270'CULVERT AND ABOUT 1.8 M  BELOW THE ON RAMP ROAD.
 DF4270'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0093 ***********************************************************************
 HL0093  DESIGNATION -  7736
 HL0093  PID         -  HL0093
 HL0093  STATE/COUNTY-  CO/MINERAL
 HL0093  USGS QUAD   -  SADDLE MOUNTAIN (1984)
 HL0093
 HL0093                         *CURRENT SURVEY CONTROL
 HL0093  ___________________________________________________________________
 HL0093* NAD 83(1986)-  37 24 07.     (N)    106 53 53.     (W)     SCALED    
 HL0093* NAVD 88     -      2358.817  (meters)    7738.89   (feet)  ADJUSTED  
 HL0093  ___________________________________________________________________
 HL0093  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 HL0093  DYNAMIC HT  -        2355.598 (meters)    7728.32  (feet)  COMP
 HL0093  MODELED GRAV-     979,181.4   (mgal)                       NAVD 88
 HL0093
 HL0093  VERT ORDER  -  SECOND    CLASS 0
 HL0093
 HL0093.The horizontal coordinates were scaled from a topographic map and have
 HL0093.an estimated accuracy of +/- 6 seconds.
 HL0093
 HL0093.The orthometric height was determined by differential leveling
 HL0093.and adjusted by the National Geodetic Survey in June 1991..
 HL0093
 HL0093.The geoid height was determined by GEOID03.
 HL0093
 HL0093.The dynamic height is computed by dividing the NAVD 88
 HL0093.geopotential number by the normal gravity value computed on the
 HL0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0093.degrees latitude (g = 980.6199 gals.).
 HL0093
 HL0093.The modeled gravity was interpolated from observed gravity values.
 HL0093
 HL0093;                    North         East    Units  Estimated Accuracy
 HL0093;SPC CO S     -   387,330.      790,630.      MT  (+/- 180 meters Scaled)
 HL0093
 HL0093                          SUPERSEDED SURVEY CONTROL
 HL0093
 HL0093  NGVD 29 (??/??/92) 2357.328  (m)         7734.00   (f) ADJ UNCH    2 0
 HL0093
 HL0093.Superseded values are not recommended for survey control.
 HL0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0093.See file dsdata.txt to determine how the superseded data were derived.
 HL0093
 HL0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB320411(NAD 83)
 HL0093_MARKER: DD = SURVEY DISK
 HL0093_SETTING: 80 = SET IN A BOULDER
 HL0093_SP_SET: BOULDER
 HL0093_STAMPING: 7736
 HL0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0093+STABILITY: SURFACE MOTION
 HL0093
 HL0093  HISTORY     - Date     Condition        Report By
 HL0093  HISTORY     - UNK      MONUMENTED       USGS
 HL0093  HISTORY     - 1934     GOOD             NGS
 HL0093
 HL0093                          STATION DESCRIPTION
 HL0093
 HL0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HL0093'13.2 MI NE FROM PAGOSA SPRINGS.
 HL0093'IN MINERAL COUNTY, ABOUT 13.2 MILES NORTHEAST ALONG U.S. HIGHWAY 160
 HL0093'FROM PAGOSA SPRINGS, ARCHULETA NEWTON WEST FORK RANCHHOUSE, ABOUT 500
 HL0093'FEET SOUTH OF THE SOUTHWEST CORNER OF A BIG RED BARN, IN THE TOP OF A
 HL0093'3.5-BY 2.6-BY 2-FOOT BOULDER, ABOUT 64.3 FEET NORTHEAST OF THE
 HL0093'NORTHEAST CORNER OF A TENANT SHACK, 36.9 FEET NORTH OF A 24-INCH
 HL0093'SPRUCE TREE, 23.2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 19.2
 HL0093'FEET SOUTH OF A 12-INCH PINE TREE, AND 9 FEET WEST OF A FENCE
 HL0093'PARALLELING THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HL0093'DISK, STAMPED 7736.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0254 ***********************************************************************
 JJ0254  DESIGNATION -  774+05
 JJ0254  PID         -  JJ0254
 JJ0254  STATE/COUNTY-  CO/KIOWA
 JJ0254  USGS QUAD   -  CHIVINGTON (1968)
 JJ0254
 JJ0254                         *CURRENT SURVEY CONTROL
 JJ0254  ___________________________________________________________________
 JJ0254* NAD 83(1986)-  38 26 35.     (N)    102 34 55.     (W)     SCALED    
 JJ0254* NAVD 88     -      1201.397  (meters)    3941.58   (feet)  ADJUSTED  
 JJ0254  ___________________________________________________________________
 JJ0254  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 JJ0254  DYNAMIC HT  -        1200.275 (meters)    3937.90  (feet)  COMP
 JJ0254  MODELED GRAV-     979,653.2   (mgal)                       NAVD 88
 JJ0254
 JJ0254  VERT ORDER  -  SECOND    CLASS 0
 JJ0254
 JJ0254.The horizontal coordinates were scaled from a topographic map and have
 JJ0254.an estimated accuracy of +/- 6 seconds.
 JJ0254
 JJ0254.The orthometric height was determined by differential leveling
 JJ0254.and adjusted by the National Geodetic Survey in June 1991..
 JJ0254
 JJ0254.The geoid height was determined by GEOID03.
 JJ0254
 JJ0254.The dynamic height is computed by dividing the NAVD 88
 JJ0254.geopotential number by the normal gravity value computed on the
 JJ0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0254.degrees latitude (g = 980.6199 gals.).
 JJ0254
 JJ0254.The modeled gravity was interpolated from observed gravity values.
 JJ0254
 JJ0254;                    North         East    Units  Estimated Accuracy
 JJ0254;SPC CO S     -   505,940.    1,169,110.      MT  (+/- 180 meters Scaled)
 JJ0254
 JJ0254                          SUPERSEDED SURVEY CONTROL
 JJ0254
 JJ0254  NGVD 29 (??/??/92) 1200.866  (m)         3939.84   (f) ADJ UNCH    2 0
 JJ0254
 JJ0254.Superseded values are not recommended for survey control.
 JJ0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0254.See file dsdata.txt to determine how the superseded data were derived.
 JJ0254
 JJ0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC110577(NAD 83)
 JJ0254_MARKER: R = RIVET
 JJ0254_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0254_SP_SET: CULVERT
 JJ0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0254
 JJ0254  HISTORY     - Date     Condition        Report By
 JJ0254  HISTORY     - 1941     MONUMENTED       CGS
 JJ0254
 JJ0254                          STATION DESCRIPTION
 JJ0254
 JJ0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0254'11.5 MI E FROM EADS.
 JJ0254'TO REACH BENCH MARK FROM THE RAILROAD STATION AT EADS, GO
 JJ0254'11.5 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD TO SITE
 JJ0254'OF BENCH MARK.  BENCH MARK IS A MONEL METAL RIVET SET IN TOP
 JJ0254'OF THE WEST END OF THE SOUTH HEADWALL OF A CONCRETE BOX CULVERT,
 JJ0254'12.0 FEET SOUTH OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF
 JJ0254'THE RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0265 ***********************************************************************
 HK0265  DESIGNATION -  7745
 HK0265  PID         -  HK0265
 HK0265  STATE/COUNTY-  CO/CONEJOS
 HK0265  USGS QUAD   -  MANASSA (1982)
 HK0265
 HK0265                         *CURRENT SURVEY CONTROL
 HK0265  ___________________________________________________________________
 HK0265* NAD 83(1986)-  37 09 55.     (N)    105 59 22.     (W)     SCALED    
 HK0265* NAVD 88     -      2361.459  (meters)    7747.55   (feet)  POSTED    
 HK0265  ___________________________________________________________________
 HK0265  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 HK0265  DYNAMIC HT  -        2358.310 (meters)    7737.22  (feet)  COMP
 HK0265  MODELED GRAV-     979,214.0   (mgal)                       NAVD 88
 HK0265
 HK0265  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 HK0265
 HK0265.The horizontal coordinates were scaled from a topographic map and have
 HK0265.an estimated accuracy of +/- 6 seconds.
 HK0265
 HK0265.The orthometric height was determined by differential leveling
 HK0265.and adjusted by the National Geodetic Survey in 1992..
 HK0265.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 HK0265.rate of 3.1 thru 4.0 mm/km.
 HK0265
 HK0265.The geoid height was determined by GEOID03.
 HK0265
 HK0265.The dynamic height is computed by dividing the NAVD 88
 HK0265.geopotential number by the normal gravity value computed on the
 HK0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0265.degrees latitude (g = 980.6199 gals.).
 HK0265
 HK0265.The modeled gravity was interpolated from observed gravity values.
 HK0265
 HK0265;                    North         East    Units  Estimated Accuracy
 HK0265;SPC CO S     -   360,250.      870,930.      MT  (+/- 180 meters Scaled)
 HK0265
 HK0265                          SUPERSEDED SURVEY CONTROL
 HK0265
 HK0265  NGVD 29 (??/??/92) 2360.225  (m)         7743.50   (f) ADJ UNCH    1 2
 HK0265
 HK0265.Superseded values are not recommended for survey control.
 HK0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0265.See file dsdata.txt to determine how the superseded data were derived.
 HK0265
 HK0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB121136(NAD 83)
 HK0265_MARKER: P = PIPE CAP
 HK0265_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HK0265_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HK0265_STAMPING: 7745 1920
 HK0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0265
 HK0265  HISTORY     - Date     Condition        Report By
 HK0265  HISTORY     - 1920     MONUMENTED       USGS
 HK0265  HISTORY     - 1967     POOR             NGS
 HK0265  HISTORY     - 1967     MARK NOT FOUND   USGS
 HK0265
 HK0265                          STATION DESCRIPTION
 HK0265
 HK0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HK0265'0.6 MI S FROM ROMEO.
 HK0265'0.6 MI S ALONG THE DENVER AND RIO GRANDE FROM ROMEO, ON SOUTH SIDE
 HK0265'OF EAST AND WEST ROADS AND 50 FT. WEST OF THE CENTERLINE OF THE TRACKS
 HK0265'POST IS LEANING 20 DEGREE SOUTHWEST AND ELEVATION WAS TAKEN AT HIGH
 HK0265'POINT.
 HK0265
 HK0265                          STATION RECOVERY (1967)
 HK0265
 HK0265'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HK0265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0266 ***********************************************************************
 HK0266  DESIGNATION -  7745 RESET
 HK0266  PID         -  HK0266
 HK0266  STATE/COUNTY-  CO/CONEJOS
 HK0266  USGS QUAD   -  MANASSA (1982)
 HK0266
 HK0266                         *CURRENT SURVEY CONTROL
 HK0266  ___________________________________________________________________
 HK0266* NAD 83(1986)-  37 09 55.     (N)    105 59 22.     (W)     SCALED    
 HK0266* NAVD 88     -      2362.40   (+/-2cm)    7750.6    (feet)  VERTCON   
 HK0266  ___________________________________________________________________
 HK0266  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 HK0266
 HK0266  VERT ORDER  -  THIRD (See Below)
 HK0266
 HK0266.The horizontal coordinates were scaled from a topographic map and have
 HK0266.an estimated accuracy of +/- 6 seconds.
 HK0266
 HK0266.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0266.The vertical order pertains to the NGVD 29 superseded value.
 HK0266
 HK0266.The geoid height was determined by GEOID03.
 HK0266
 HK0266;                    North         East    Units  Estimated Accuracy
 HK0266;SPC CO S     -   360,250.      870,930.      MT  (+/- 180 meters Scaled)
 HK0266
 HK0266                          SUPERSEDED SURVEY CONTROL
 HK0266
 HK0266  NGVD 29 (??/??/??) 2361.15   (m)         7746.5    (f) RESET       3  
 HK0266
 HK0266.Superseded values are not recommended for survey control.
 HK0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0266.See file dsdata.txt to determine how the superseded data were derived.
 HK0266
 HK0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB121136(NAD 83)
 HK0266_MARKER: DD = SURVEY DISK
 HK0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0266_STAMPING: 7745 RESET 1941
 HK0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0266+STABILITY: SURFACE MOTION
 HK0266
 HK0266  HISTORY     - Date     Condition        Report By
 HK0266  HISTORY     - 1941     MONUMENTED       USGS
 HK0266  HISTORY     - 1941     GOOD             NGS
 HK0266  HISTORY     - 1984     MARK NOT FOUND   NGS
 HK0266
 HK0266                          STATION DESCRIPTION
 HK0266
 HK0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 HK0266'0.5 MI SW FROM ROMEO.
 HK0266'0.5 MILE SOUTHWEST ALONG THE DENVER, RIO GRANDE AND WESTERN RAILWAY
 HK0266'FROM ROMEO, CONEJOS COUNTY, 125 FEET EAST OF THE CENTERLINE OF STATE
 HK0266'HIGHWAY 17, 40 FEET SOUTH OF AN EAST-AND-WEST COUNTY ROAD, AND 22
 HK0266'FEET NORTH OF THE 7TH POLE NORTH OF RAILROAD MILEPOST 274.  A UNITED
 HK0266'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 7745 RESET 1941 AND
 HK0266'SET IN THE TOP OF A CONCRETE POST.
 HK0266
 HK0266                          STATION RECOVERY (1984)
 HK0266
 HK0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0908 ***********************************************************************
 LL0908  DESIGNATION -  7746
 LL0908  PID         -  LL0908
 LL0908  STATE/COUNTY-  CO/LARIMER
 LL0908  USGS QUAD   -  KINIKINIK (1962)
 LL0908
 LL0908                         *CURRENT SURVEY CONTROL
 LL0908  ___________________________________________________________________
 LL0908* NAD 83(1986)-  40 42 44.     (N)    105 44 32.     (W)     SCALED    
 LL0908* NAVD 88     -      2361.753  (meters)    7748.52   (feet)  ADJUSTED  
 LL0908  ___________________________________________________________________
 LL0908  GEOID HEIGHT-         -11.17  (meters)                     GEOID03
 LL0908  DYNAMIC HT  -        2359.373 (meters)    7740.71  (feet)  COMP
 LL0908  MODELED GRAV-     979,531.5   (mgal)                       NAVD 88
 LL0908
 LL0908  VERT ORDER  -  SECOND    CLASS 0
 LL0908
 LL0908.The horizontal coordinates were scaled from a topographic map and have
 LL0908.an estimated accuracy of +/- 6 seconds.
 LL0908
 LL0908.The orthometric height was determined by differential leveling
 LL0908.and adjusted by the National Geodetic Survey in June 1991..
 LL0908
 LL0908.The geoid height was determined by GEOID03.
 LL0908
 LL0908.The dynamic height is computed by dividing the NAVD 88
 LL0908.geopotential number by the normal gravity value computed on the
 LL0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0908.degrees latitude (g = 980.6199 gals.).
 LL0908
 LL0908.The modeled gravity was interpolated from observed gravity values.
 LL0908
 LL0908;                    North         East    Units  Estimated Accuracy
 LL0908;SPC CO N     -   457,930.      893,930.      MT  (+/- 180 meters Scaled)
 LL0908
 LL0908                          SUPERSEDED SURVEY CONTROL
 LL0908
 LL0908  NGVD 29 (??/??/92) 2360.487  (m)         7744.36   (f) ADJ UNCH    2 0
 LL0908
 LL0908.Superseded values are not recommended for survey control.
 LL0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0908.See file dsdata.txt to determine how the superseded data were derived.
 LL0908
 LL0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF373070(NAD 83)
 LL0908_MARKER: DD = SURVEY DISK
 LL0908_SETTING: 80 = SET IN A BOULDER
 LL0908_SP_SET: BOULDER
 LL0908_STAMPING: 7746
 LL0908_MARK LOGO: USGS  
 LL0908_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0908+STABILITY: SURFACE MOTION
 LL0908
 LL0908  HISTORY     - Date     Condition        Report By
 LL0908  HISTORY     - UNK      MONUMENTED       USGS
 LL0908  HISTORY     - 1934     GOOD             NGS
 LL0908  HISTORY     - 19920226 GOOD             CODH
 LL0908
 LL0908                          STATION DESCRIPTION
 LL0908
 LL0908'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LL0908'11.2 MI NE FROM CHAMBERS LAKE.
 LL0908'11.2 MILES NORTHEAST OF, ALONG STATE HWY. 14, FROM JCT. OF ROADS.
 LL0908'ON STATE HIGHWAY NO. 14 THREE MILES WEST OF HOME, LARIMER
 LL0908'COUNTY, COLORADO, AT KINIKINIK STORE, 150 FEET WEST OF STORE BUILDING,
 LL0908'15 FEET SOUTH OF CENTERLINE OF HIGHWAY, IN TOP SURFACE OF LARGE
 LL0908'BOULDER, 4 FEET ABOVE GROUND SURFACE.
 LL0908
 LL0908                          STATION RECOVERY (1992)
 LL0908
 LL0908'RECOVERY NOTE BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1992
 LL0908'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0818 ***********************************************************************
 LL0818  DESIGNATION -  7753.43
 LL0818  PID         -  LL0818
 LL0818  STATE/COUNTY-  CO/GRAND
 LL0818  USGS QUAD   -  GRANBY (1978)
 LL0818
 LL0818                         *CURRENT SURVEY CONTROL
 LL0818  ___________________________________________________________________
 LL0818* NAD 83(1986)-  40 06 35.     (N)    105 58 55.     (W)     SCALED    
 LL0818* NAVD 88     -      2401.171  (meters)    7877.84   (feet)  ADJUSTED  
 LL0818  ___________________________________________________________________
 LL0818  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 LL0818  DYNAMIC HT  -        2398.530 (meters)    7869.18  (feet)  COMP
 LL0818  MODELED GRAV-     979,439.6   (mgal)                       NAVD 88
 LL0818
 LL0818  VERT ORDER  -  SECOND    CLASS 0
 LL0818
 LL0818.The horizontal coordinates were scaled from a topographic map and have
 LL0818.an estimated accuracy of +/- 6 seconds.
 LL0818
 LL0818.The orthometric height was determined by differential leveling
 LL0818.and adjusted by the National Geodetic Survey in June 1991..
 LL0818
 LL0818.The geoid height was determined by GEOID03.
 LL0818
 LL0818.The dynamic height is computed by dividing the NAVD 88
 LL0818.geopotential number by the normal gravity value computed on the
 LL0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0818.degrees latitude (g = 980.6199 gals.).
 LL0818
 LL0818.The modeled gravity was interpolated from observed gravity values.
 LL0818
 LL0818;                    North         East    Units  Estimated Accuracy
 LL0818;SPC CO N     -   391,120.      873,320.      MT  (+/- 180 meters Scaled)
 LL0818
 LL0818                          SUPERSEDED SURVEY CONTROL
 LL0818
 LL0818  NGVD 29 (??/??/92) 2399.792  (m)         7873.32   (f) ADJ UNCH    2 0
 LL0818
 LL0818.Superseded values are not recommended for survey control.
 LL0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0818.See file dsdata.txt to determine how the superseded data were derived.
 LL0818
 LL0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE163403(NAD 83)
 LL0818_MARKER: DD = SURVEY DISK
 LL0818_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0818_SP_SET: CULVERT
 LL0818_STAMPING: 7753.43 1932
 LL0818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0818
 LL0818  HISTORY     - Date     Condition        Report By
 LL0818  HISTORY     - 1932     MONUMENTED       BOR
 LL0818  HISTORY     - 1940     GOOD             NGS
 LL0818
 LL0818                          STATION DESCRIPTION
 LL0818
 LL0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LL0818'3 MI W FROM GRANBY.
 LL0818'TO REACH FROM THE RAILROAD STATION IN GRANBY, PROCEED WESTERLY
 LL0818'ON U.S. HIGHWAY NO. 40 GO 3.0 MILES.  BENCH MARK IS AT THE JUNCTION
 LL0818'OF U.S. HIGHWAY NO. 40 WITH STATE HIGHWAY NO. 125, ABOUT 300 FEET
 LL0818'NORTH OF CENTER LINE OF U.S. HIGHWAY NO. 40, 185 FEET SOUTHWEST OF
 LL0818'NORTH POINT OF Y OF STATE HIGHWAY NO. 125, 15 FEET NORTHWEST OF
 LL0818'CENTER LINE OF WEST LEG OF THE Y, ON TOP OF A MASONRY HEADWALL OF
 LL0818'CULVERT.  SET HORIZONTALLY IN DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0886 ***********************************************************************
 LL0886  DESIGNATION -  7772.29
 LL0886  PID         -  LL0886
 LL0886  STATE/COUNTY-  CO/LARIMER
 LL0886  USGS QUAD   -  LONGS PEAK (1978)
 LL0886
 LL0886                         *CURRENT SURVEY CONTROL
 LL0886  ___________________________________________________________________
 LL0886* NAD 83(1986)-  40 21 01.     (N)    105 30 34.     (W)     SCALED    
 LL0886* NAVD 88     -      2370.526  (meters)    7777.30   (feet)  ADJUSTED  
 LL0886  ___________________________________________________________________
 LL0886  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 LL0886  DYNAMIC HT  -        2368.081 (meters)    7769.28  (feet)  COMP
 LL0886  MODELED GRAV-     979,507.9   (mgal)                       NAVD 88
 LL0886
 LL0886  VERT ORDER  -  SECOND    CLASS 0
 LL0886
 LL0886.The horizontal coordinates were scaled from a topographic map and have
 LL0886.an estimated accuracy of +/- 6 seconds.
 LL0886
 LL0886.The orthometric height was determined by differential leveling
 LL0886.and adjusted by the National Geodetic Survey in June 1991..
 LL0886
 LL0886.The geoid height was determined by GEOID03.
 LL0886
 LL0886.The dynamic height is computed by dividing the NAVD 88
 LL0886.geopotential number by the normal gravity value computed on the
 LL0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0886.degrees latitude (g = 980.6199 gals.).
 LL0886
 LL0886.The modeled gravity was interpolated from observed gravity values.
 LL0886
 LL0886;                    North         East    Units  Estimated Accuracy
 LL0886;SPC CO N     -   417,710.      913,600.      MT  (+/- 180 meters Scaled)
 LL0886
 LL0886                          SUPERSEDED SURVEY CONTROL
 LL0886
 LL0886  NGVD 29 (??/??/92) 2369.258  (m)         7773.14   (f) ADJ UNCH    2 0
 LL0886
 LL0886.Superseded values are not recommended for survey control.
 LL0886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0886.See file dsdata.txt to determine how the superseded data were derived.
 LL0886
 LL0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE567667(NAD 83)
 LL0886_MARKER: DD = SURVEY DISK
 LL0886_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0886_SP_SET: CULVERT
 LL0886_STAMPING: 7772.29 26 G
 LL0886_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0886
 LL0886  HISTORY     - Date     Condition        Report By
 LL0886  HISTORY     - UNK      MONUMENTED       BPR
 LL0886  HISTORY     - 1951     GOOD             NGS
 LL0886
 LL0886                          STATION DESCRIPTION
 LL0886
 LL0886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LL0886'1.9 MI S FROM ESTES PARK.
 LL0886'1.9 MILES SOUTH ALONG STATE HIGHWAY 7 FROM ITS JUNCTION WITH STATE
 LL0886'HIGHWAY 66 AT ESTES PARK, 16 FEET WEST OF THE CENTER LINE OF
 LL0886'THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL
 LL0886'OF A 20 INCH PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0259 ***********************************************************************
 JJ0259  DESIGNATION -  777+26
 JJ0259  PID         -  JJ0259
 JJ0259  STATE/COUNTY-  CO/KIOWA
 JJ0259  USGS QUAD   -  ALKALI LAKE (1968)
 JJ0259
 JJ0259                         *CURRENT SURVEY CONTROL
 JJ0259  ___________________________________________________________________
 JJ0259* NAD 83(1986)-  38 27 46.     (N)    102 37 35.     (W)     SCALED    
 JJ0259* NAVD 88     -      1246.132  (meters)    4088.35   (feet)  ADJUSTED  
 JJ0259  ___________________________________________________________________
 JJ0259  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 JJ0259  DYNAMIC HT  -        1244.963 (meters)    4084.52  (feet)  COMP
 JJ0259  MODELED GRAV-     979,646.5   (mgal)                       NAVD 88
 JJ0259
 JJ0259  VERT ORDER  -  SECOND    CLASS 0
 JJ0259
 JJ0259.The horizontal coordinates were scaled from a topographic map and have
 JJ0259.an estimated accuracy of +/- 6 seconds.
 JJ0259
 JJ0259.The orthometric height was determined by differential leveling
 JJ0259.and adjusted by the National Geodetic Survey in June 1991..
 JJ0259
 JJ0259.The geoid height was determined by GEOID03.
 JJ0259
 JJ0259.The dynamic height is computed by dividing the NAVD 88
 JJ0259.geopotential number by the normal gravity value computed on the
 JJ0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0259.degrees latitude (g = 980.6199 gals.).
 JJ0259
 JJ0259.The modeled gravity was interpolated from observed gravity values.
 JJ0259
 JJ0259;                    North         East    Units  Estimated Accuracy
 JJ0259;SPC CO S     -   508,010.    1,165,170.      MT  (+/- 180 meters Scaled)
 JJ0259
 JJ0259                          SUPERSEDED SURVEY CONTROL
 JJ0259
 JJ0259  NGVD 29 (??/??/92) 1245.588  (m)         4086.57   (f) ADJ UNCH    2 0
 JJ0259
 JJ0259.Superseded values are not recommended for survey control.
 JJ0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0259.See file dsdata.txt to determine how the superseded data were derived.
 JJ0259
 JJ0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC070598(NAD 83)
 JJ0259_MARKER: R = RIVET
 JJ0259_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0259_SP_SET: CONCRETE HEADWALL
 JJ0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0259
 JJ0259  HISTORY     - Date     Condition        Report By
 JJ0259  HISTORY     - UNK      MONUMENTED       MPRR
 JJ0259  HISTORY     - 1967     GOOD             USGS
 JJ0259
 JJ0259                          STATION DESCRIPTION
 JJ0259
 JJ0259'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JJ0259'8.2 MI E FROM EADS.
 JJ0259'8.2 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JJ0259'STATION AT EADS, KIOWA COUNTY, AT A 24-INCH TILE CULVERT, IN
 JJ0259'THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEADWALL, 13 FEET
 JJ0259'SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 2 FEET LOWER
 JJ0259'THAN THE TRACK.  A STANDARD MONEL METAL RIVET 0.6 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0365 ***********************************************************************
 JL0365  DESIGNATION -  7806
 JL0365  PID         -  JL0365
 JL0365  STATE/COUNTY-  CO/OURAY
 JL0365  USGS QUAD   -  OURAY (1983)
 JL0365
 JL0365                         *CURRENT SURVEY CONTROL
 JL0365  ___________________________________________________________________
 JL0365* NAD 83(1986)-  38 01 18.     (N)    107 40 16.     (W)     SCALED    
 JL0365* NAVD 88     -      2379.296  (meters)    7806.07   (feet)  ADJUSTED  
 JL0365  ___________________________________________________________________
 JL0365  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 JL0365  DYNAMIC HT  -        2376.090 (meters)    7795.56  (feet)  COMP
 JL0365  MODELED GRAV-     979,197.7   (mgal)                       NAVD 88
 JL0365
 JL0365  VERT ORDER  -  FIRST     CLASS II
 JL0365
 JL0365.The horizontal coordinates were scaled from a topographic map and have
 JL0365.an estimated accuracy of +/- 6 seconds.
 JL0365
 JL0365.The orthometric height was determined by differential leveling
 JL0365.and adjusted by the National Geodetic Survey in June 1991..
 JL0365
 JL0365.The geoid height was determined by GEOID03.
 JL0365
 JL0365.The dynamic height is computed by dividing the NAVD 88
 JL0365.geopotential number by the normal gravity value computed on the
 JL0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0365.degrees latitude (g = 980.6199 gals.).
 JL0365
 JL0365.The modeled gravity was interpolated from observed gravity values.
 JL0365
 JL0365;                    North         East    Units  Estimated Accuracy
 JL0365;SPC CO S     -   457,400.      723,790.      MT  (+/- 180 meters Scaled)
 JL0365
 JL0365                          SUPERSEDED SURVEY CONTROL
 JL0365
 JL0365  NGVD 29 (??/??/92) 2377.708  (m)         7800.86   (f) ADJ UNCH    1 2
 JL0365
 JL0365.Superseded values are not recommended for survey control.
 JL0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0365.See file dsdata.txt to determine how the superseded data were derived.
 JL0365
 JL0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC655115(NAD 83)
 JL0365_MARKER: DD = SURVEY DISK
 JL0365_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JL0365_STAMPING: 7800.864 OURAY
 JL0365_MARK LOGO: USGS  
 JL0365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0365+STABILITY: POSITION/ELEVATION WELL
 JL0365
 JL0365  HISTORY     - Date     Condition        Report By
 JL0365  HISTORY     - UNK      MONUMENTED       USGS
 JL0365  HISTORY     - 1928     GOOD             NGS
 JL0365  HISTORY     - 1985     GOOD             NGS
 JL0365  HISTORY     - 20020425 GOOD             USPSQD
 JL0365  HISTORY     - 20030716 GOOD             USPSQD
 JL0365
 JL0365                          STATION DESCRIPTION
 JL0365
 JL0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 JL0365'IN OURAY.
 JL0365'AT OURAY, OURAY COUNTY, AT THE NORTHEAST CORNER OF THE INTERSECTION OF
 JL0365'THIRD STREET AND FIFTH AVENUE, IN THE SOUTH SIDE OF THE BRICK BUILDING
 JL0365'KNOWN AS THE BEAUMONT HOTEL, 10 INCHES FROM THE SOUTHWEST CORNER, AND
 JL0365'ABOUT 1-1/2 FEET HIGHER THAN THE SIDEWALK.  A UNITED STATES GEOLOGICAL
 JL0365'SURVEY STANDARD DISK, STAMPED 7800.864 OURAY AND SET VERTICALLY.
 JL0365
 JL0365                          STATION RECOVERY (1985)
 JL0365
 JL0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JL0365'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN OURAY, AT
 JL0365'THE INTERSECTION OF MAIN STREET AND 5TH AVENUE, SET VERTICALLY IN THE
 JL0365'SOUTH FACE OF THE SOUTHWEST CORNER OF A LARGE BRICK BUILDING (OLD
 JL0365'BEAUMONT HOTEL), 15.1 M (49.5 FT) EAST OF THE CENTERLINE OF THE
 JL0365'STREET, 13.9 M (45.6 FT) NORTH OF THE CENTER OF THE AVENUE, AND 0.3 M
 JL0365'(1.0 FT) EAST OF THE SOUTHWEST CORNER OF THE BUILDING.
 JL0365'THE MARK IS 0.5 M ABOVE THE SIDEWALK.
 JL0365
 JL0365                          STATION RECOVERY (2002)
 JL0365
 JL0365'RECOVERY NOTE BY US POWER SQUADRON 2002 (KFJ)
 JL0365'RECOVERED IN GOOD CONDITION.
 JL0365
 JL0365                          STATION RECOVERY (2003)
 JL0365
 JL0365'RECOVERY NOTE BY US POWER SQUADRON 2003 (KFJ)
 JL0365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD9272 ***********************************************************************
 AD9272  DESIGNATION -  7843
 AD9272  PID         -  AD9272
 AD9272  STATE/COUNTY-  CO/LA PLATA
 AD9272  USGS QUAD   -  HESPERUS (1963)
 AD9272
 AD9272                         *CURRENT SURVEY CONTROL
 AD9272  ___________________________________________________________________
 AD9272* NAD 83(1992)-  37 15 16.41880(N)    108 01 43.30113(W)     ADJUSTED  
 AD9272* NAVD 88     -      2392.0    (meters)    7848.     (feet)  GPS OBS   
 AD9272  ___________________________________________________________________
 AD9272  X           -  -1,573,720.636 (meters)                     COMP
 AD9272  Y           -  -4,835,173.205 (meters)                     COMP
 AD9272  Z           -   3,841,354.338 (meters)                     COMP
 AD9272  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 AD9272  ELLIP HEIGHT-        2373.21  (meters)          (12/03/02) GPS OBS
 AD9272  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 AD9272
 AD9272  HORZ ORDER  -  FIRST
 AD9272  ELLP ORDER  -  FOURTH    CLASS II
 AD9272
 AD9272.The horizontal coordinates were established by GPS observations
 AD9272.and adjusted by the National Geodetic Survey in July 1997..
 AD9272
 AD9272.The orthometric height was determined by GPS observations and a
 AD9272.high-resolution geoid model.
 AD9272
 AD9272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9272
 AD9272.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9272
 AD9272.The ellipsoidal height was determined by GPS observations
 AD9272.and is referenced to NAD 83.
 AD9272
 AD9272.The geoid height was determined by GEOID03.
 AD9272
 AD9272;                    North         East     Units Scale Factor Converg.
 AD9272;SPC CO S     -   373,083.737   690,099.304   MT  0.99999621   -1 33 03.8
 AD9272;SPC CO S     - 1,224,025.56  2,264,100.80   sFT  0.99999621   -1 33 03.8
 AD9272;UTM  12      - 4,127,250.775   763,522.936   MT  1.00045553   +1 47 59.1
 AD9272;UTM  13      - 4,127,412.294   231,385.965   MT  1.00048891   -1 50 04.3
 AD9272
 AD9272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9272!SPC CO S     -   0.99962772  x   0.99999621  =   0.99962393
 AD9272!UTM  12      -   0.99962772  x   1.00045553  =   1.00008308
 AD9272!UTM  13      -   0.99962772  x   1.00048891  =   1.00011644
 AD9272
 AD9272                          SUPERSEDED SURVEY CONTROL
 AD9272
 AD9272  ELLIP H (07/06/97) 2373.22   (m)                       GP(       ) 3 1
 AD9272
 AD9272.Superseded values are not recommended for survey control.
 AD9272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9272.See file dsdata.txt to determine how the superseded data were derived.
 AD9272
 AD9272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG6352327251(NAD 83)
 AD9272_MARKER: DB = BENCH MARK DISK
 AD9272_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AD9272_STAMPING: 7843
 AD9272_MARK LOGO: USGS  
 AD9272_PROJECTION: PROJECTING 50 CENTIMETERS
 AD9272_MAGNETIC: P = MARKER IS A STEEL PIPE
 AD9272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD9272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9272+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AD9272_ROD/PIPE-DEPTH: 1.2  meters
 AD9272
 AD9272  HISTORY     - Date     Condition        Report By
 AD9272  HISTORY     - 1993     MONUMENTED       USGS
 AD9272
 AD9272                          STATION DESCRIPTION
 AD9272
 AD9272'DESCRIBED BY US GEOLOGICAL SURVEY 1993 (RSC)
 AD9272'THE STATION IS LOCATED ABOUT 9 MI (14.5 KM) WEST OF DURANGO, 2.5 MI
 AD9272'(4.0 KM) SOUTH-SOUTHEAST OF HESPERUS, AT COLORADO STATE HIGHWAY 140
 AD9272'MILEPOST 20.75, IT IS IN THE SOUTHEAST 1/4 OF SEC.  26, T 35 N, R 11
 AD9272'W.  OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION RIGHT-OF-WAY  TO
 AD9272'REACH THE STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY 160 AND
 AD9272'COLORADO STATE HIGHWAY 140 AT THE TOWN OF HESPERUS, GO SOUTH ON STATE
 AD9272'HIGHWAY 140 FOR 2.65 MI (4.26 KM) TO THE STATION ON THE LEFT  THE
 AD9272'STATION MARK IS A STANDARD USGS BENCH MARK DISK SET IN THE TOP OF A
 AD9272'IRON PIPE PROJECTING 0.5 M (1.6 FT) ABOVE THE GROUND.  IT IS 34.2 M
 AD9272'(112.2 FT) EAST OF THE INTERSECTION OF STATE HIGHWAY 140 AND A DIRT
 AD9272'ROAD TO HOUSE NUMBER 20746 ON THE EAST SIDE OF THE ROAD, 29.8 M (97.8
 AD9272'FT) SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 140, 25.4 M (83.3 FT)
 AD9272'NORTHWEST OF A POWER POLE NUMBER 3160 4401, 19.6 M (64.3 FT) NORTHWEST
 AD9272'OF A FENCE CORNER, 0.55 M (1.80 FT) SOUTHEAST OF A WITNESS POST AND
 AD9272'ABOUT THE SAME ELEVATION AS THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0267 ***********************************************************************
 JJ0267  DESIGNATION -  785+06 MP
 JJ0267  PID         -  JJ0267
 JJ0267  STATE/COUNTY-  CO/KIOWA
 JJ0267  USGS QUAD   -  EADS (1968)
 JJ0267
 JJ0267                         *CURRENT SURVEY CONTROL
 JJ0267  ___________________________________________________________________
 JJ0267* NAD 83(1986)-  38 28 39.     (N)    102 46 17.     (W)     SCALED    
 JJ0267* NAVD 88     -      1281.358  (meters)    4203.92   (feet)  ADJUSTED  
 JJ0267  ___________________________________________________________________
 JJ0267  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 JJ0267  DYNAMIC HT  -        1280.147 (meters)    4199.95  (feet)  COMP
 JJ0267  MODELED GRAV-     979,639.0   (mgal)                       NAVD 88
 JJ0267
 JJ0267  VERT ORDER  -  SECOND    CLASS 0
 JJ0267
 JJ0267.The horizontal coordinates were scaled from a topographic map and have
 JJ0267.an estimated accuracy of +/- 6 seconds.
 JJ0267
 JJ0267.The orthometric height was determined by differential leveling
 JJ0267.and adjusted by the National Geodetic Survey in June 1991..
 JJ0267
 JJ0267.The geoid height was determined by GEOID03.
 JJ0267
 JJ0267.The dynamic height is computed by dividing the NAVD 88
 JJ0267.geopotential number by the normal gravity value computed on the
 JJ0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0267.degrees latitude (g = 980.6199 gals.).
 JJ0267
 JJ0267.The modeled gravity was interpolated from observed gravity values.
 JJ0267
 JJ0267;                    North         East    Units  Estimated Accuracy
 JJ0267;SPC CO S     -   509,260.    1,152,470.      MT  (+/- 180 meters Scaled)
 JJ0267
 JJ0267                          SUPERSEDED SURVEY CONTROL
 JJ0267
 JJ0267  NGVD 29 (??/??/92) 1280.796  (m)         4202.08   (f) ADJ UNCH    2 0
 JJ0267
 JJ0267.Superseded values are not recommended for survey control.
 JJ0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0267.See file dsdata.txt to determine how the superseded data were derived.
 JJ0267
 JJ0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC944611(NAD 83)
 JJ0267_MARKER: R = RIVET
 JJ0267_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0267_SP_SET: CULVERT
 JJ0267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0267
 JJ0267  HISTORY     - Date     Condition        Report By
 JJ0267  HISTORY     - 1941     MONUMENTED       MPRR
 JJ0267  HISTORY     - 1967     MARK NOT FOUND   USGS
 JJ0267
 JJ0267                          STATION DESCRIPTION
 JJ0267
 JJ0267'DESCRIBED BY MISSOURI PACIFIC RAILROAD 1941
 JJ0267'0.7 MI E FROM EADS.
 JJ0267'TO REACH BENCH MARK FROM THE RAILROAD STATION AT EADS, GO 0.7
 JJ0267'MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD TO SITE OF BENCH
 JJ0267'MARK.  BENCH MARK IS A MONEL METAL RIVET SET IN THE WEST END OF
 JJ0267'THE SOUTH HEADWALL OF A 3 X 5 FOOT CONCRETE BOX CULVERT, 20.0
 JJ0267'FEET SOUTH OF AND ABOUT 5.0 FEET BELOW THE CENTERLINE OF THE MAIN
 JJ0267'TRACK.
 JJ0267
 JJ0267                          STATION RECOVERY (1967)
 JJ0267
 JJ0267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JJ0267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0020 ***********************************************************************
 HL0020  DESIGNATION -  7876
 HL0020  PID         -  HL0020
 HL0020  STATE/COUNTY-  CO/RIO GRANDE
 HL0020  USGS QUAD   -  DEL NORTE (1966)
 HL0020
 HL0020                         *CURRENT SURVEY CONTROL
 HL0020  ___________________________________________________________________
 HL0020* NAD 83(1986)-  37 41 00.     (N)    106 21 08.     (W)     SCALED    
 HL0020* NAVD 88     -      2401.48   (+/-2cm)    7878.9    (feet)  VERTCON   
 HL0020  ___________________________________________________________________
 HL0020  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 HL0020
 HL0020  VERT ORDER  -  ? (See Below)
 HL0020
 HL0020.The horizontal coordinates were scaled from a topographic map and have
 HL0020.an estimated accuracy of +/- 6 seconds.
 HL0020
 HL0020.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0020.The vertical order pertains to the NGVD 29 superseded value.
 HL0020
 HL0020.The geoid height was determined by GEOID03.
 HL0020
 HL0020;                    North         East    Units  Estimated Accuracy
 HL0020;SPC CO S     -   417,980.      839,230.      MT  (+/- 180 meters Scaled)
 HL0020
 HL0020                          SUPERSEDED SURVEY CONTROL
 HL0020
 HL0020  NGVD 29 (??/??/92) 2400.050  (m)         7874.16   (f) ADJ UNCH    ?  
 HL0020
 HL0020.Superseded values are not recommended for survey control.
 HL0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0020.See file dsdata.txt to determine how the superseded data were derived.
 HL0020
 HL0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB807715(NAD 83)
 HL0020_MARKER: DD = SURVEY DISK
 HL0020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HL0020_SP_SET: PLATFORM
 HL0020_STAMPING: 7876
 HL0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0020
 HL0020  HISTORY     - Date     Condition        Report By
 HL0020  HISTORY     - UNK      MONUMENTED       USGS
 HL0020  HISTORY     - 1934     GOOD             NGS
 HL0020
 HL0020                          STATION DESCRIPTION
 HL0020
 HL0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HL0020'IN DEL NORTE.
 HL0020'AT DEL NORTE, RIO GRANDE COUNTY, AT THE NORTHWEST CORNER OF THE DENVER
 HL0020'AND RIO GRANDE WESTERN RAILROAD PASSENGER STATION, IN THE TOP OF THE
 HL0020'CONCRETE PLATFORM, 15 FEET WEST OF THE WEST SIDE OF THE TELEGRAPH
 HL0020'OFFICE, 5 FEET NORTHWEST OF THE EAST SIDE OF THE ENTRANCE TO THE
 HL0020'WOMENS WAITING ROOM, AND 20 FEET SOUTH OF THE CENTER LINE OF THE MAIN
 HL0020'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 7876.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0082 ***********************************************************************
 HL0082  DESIGNATION -  7883
 HL0082  PID         -  HL0082
 HL0082  STATE/COUNTY-  CO/CONEJOS
 HL0082  USGS QUAD   -  ANTONITO (1967)
 HL0082
 HL0082                         *CURRENT SURVEY CONTROL
 HL0082  ___________________________________________________________________
 HL0082* NAD 83(1986)-  37 04 44.     (N)    106 00 27.     (W)     SCALED    
 HL0082* NAVD 88     -      2403.536  (meters)    7885.60   (feet)  POSTED    
 HL0082  ___________________________________________________________________
 HL0082  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 HL0082  DYNAMIC HT  -        2400.320 (meters)    7875.05  (feet)  COMP
 HL0082  MODELED GRAV-     979,205.2   (mgal)                       NAVD 88
 HL0082
 HL0082  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HL0082
 HL0082.The horizontal coordinates were scaled from a topographic map and have
 HL0082.an estimated accuracy of +/- 6 seconds.
 HL0082
 HL0082.The orthometric height was determined by differential leveling
 HL0082.and adjusted by the National Geodetic Survey in 1992..
 HL0082.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HL0082.rate of 0.0 thru 1.0 mm/km.
 HL0082
 HL0082.The geoid height was determined by GEOID03.
 HL0082
 HL0082.The dynamic height is computed by dividing the NAVD 88
 HL0082.geopotential number by the normal gravity value computed on the
 HL0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0082.degrees latitude (g = 980.6199 gals.).
 HL0082
 HL0082.The modeled gravity was interpolated from observed gravity values.
 HL0082
 HL0082;                    North         East    Units  Estimated Accuracy
 HL0082;SPC CO S     -   350,670.      869,270.      MT  (+/- 180 meters Scaled)
 HL0082
 HL0082                          SUPERSEDED SURVEY CONTROL
 HL0082
 HL0082  NGVD 29 (??/??/92) 2402.291  (m)         7881.52   (f) ADJ UNCH    1 2
 HL0082
 HL0082.Superseded values are not recommended for survey control.
 HL0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0082.See file dsdata.txt to determine how the superseded data were derived.
 HL0082
 HL0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB104040(NAD 83)
 HL0082_MARKER: P = PIPE CAP
 HL0082_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HL0082_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HL0082_STAMPING: 7883 1920
 HL0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0082
 HL0082  HISTORY     - Date     Condition        Report By
 HL0082  HISTORY     - 1920     MONUMENTED       USGS
 HL0082  HISTORY     - 1984     MARK NOT FOUND   NGS
 HL0082
 HL0082                          STATION DESCRIPTION
 HL0082
 HL0082'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 HL0082'IN ANTONITO.
 HL0082'AT ANTONITO, CONEJOS COUNTY, ABOUT 0.3 MILE NORTH ALONG THE DENVER AND
 HL0082'RIO GRANDE WESTERN RAILROAD FROM THE STATION, 67 FEET NORTH OF
 HL0082'MILEPOST 280, ABOUT 30 FEET SOUTH OF THE CENTER OF A ROAD CROSSING,
 HL0082'AND 43 FEET EAST OF THE CENTER LINE OF THE TRACK.  A UNITED STATES
 HL0082'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 7883 1920 AND RIVETED ON THE
 HL0082'TOP OF A 3-1/2-INCH IRON PIPE PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 HL0082
 HL0082                          STATION RECOVERY (1984)
 HL0082
 HL0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HL0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0614 ***********************************************************************
 JK0614  DESIGNATION -  7883 S CO
 JK0614  PID         -  JK0614
 JK0614  STATE/COUNTY-  CO/SAGUACHE
 JK0614  USGS QUAD   -  VILLA GROVE (1979)
 JK0614
 JK0614                         *CURRENT SURVEY CONTROL
 JK0614  ___________________________________________________________________
 JK0614* NAD 83(1986)-  38 12 41.     (N)    105 55 53.     (W)     SCALED    
 JK0614* NAVD 88     -      2403.996  (meters)    7887.11   (feet)  POSTED    
 JK0614  ___________________________________________________________________
 JK0614  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 JK0614  DYNAMIC HT  -        2400.940 (meters)    7877.08  (feet)  COMP
 JK0614  MODELED GRAV-     979,271.6   (mgal)                       NAVD 88
 JK0614
 JK0614  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JK0614
 JK0614.The horizontal coordinates were scaled from a topographic map and have
 JK0614.an estimated accuracy of +/- 6 seconds.
 JK0614
 JK0614.The orthometric height was determined by differential leveling
 JK0614.and adjusted by the National Geodetic Survey in 1992..
 JK0614.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JK0614.rate of 1.1 thru 2.0 mm/km.
 JK0614
 JK0614.The geoid height was determined by GEOID03.
 JK0614
 JK0614.The dynamic height is computed by dividing the NAVD 88
 JK0614.geopotential number by the normal gravity value computed on the
 JK0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0614.degrees latitude (g = 980.6199 gals.).
 JK0614
 JK0614.The modeled gravity was interpolated from observed gravity values.
 JK0614
 JK0614;                    North         East    Units  Estimated Accuracy
 JK0614;SPC CO S     -   476,330.      876,620.      MT  (+/- 180 meters Scaled)
 JK0614
 JK0614                          SUPERSEDED SURVEY CONTROL
 JK0614
 JK0614  NGVD 29 (??/??/92) 2402.601  (m)         7882.53   (f) ADJ UNCH    1 2
 JK0614
 JK0614.Superseded values are not recommended for survey control.
 JK0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0614.See file dsdata.txt to determine how the superseded data were derived.
 JK0614
 JK0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC184296(NAD 83)
 JK0614_MARKER: S = SPIKE
 JK0614_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JK0614_SP_SET: POLE
 JK0614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK0614
 JK0614  HISTORY     - Date     Condition        Report By
 JK0614  HISTORY     - UNK      MONUMENTED       USGS
 JK0614  HISTORY     - 1933     GOOD             NGS
 JK0614  HISTORY     - 1984     MARK NOT FOUND   NGS
 JK0614
 JK0614                          STATION DESCRIPTION
 JK0614
 JK0614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 JK0614'2.7 MI S FROM VILLA GROVE.
 JK0614'-ABOUT 2.7 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0614'RAILROAD FROM VILLA GROVE, SAGUACHE COUNTY, ABOUT 60 FEET SOUTH OF
 JK0614'MILEPOST 248, 10 FEET NORTH OF A RAIL REST, WEST OF THE CENTER
 JK0614'LINE OF THE TRACK, IN THE NORTH SIDE OF A POLE, AND ABOUT 6 INCHES
 JK0614'ABOVE THE GROUND.  A RAILROAD SPIKE.
 JK0614
 JK0614                          STATION RECOVERY (1984)
 JK0614
 JK0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0614'THE MARK MAY HAVE BEEN DESTROYED WHEN THE OLD RAILROAD WAS REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0317 ***********************************************************************
 LM0317  DESIGNATION -  7893
 LM0317  PID         -  LM0317
 LM0317  STATE/COUNTY-  CO/ROUTT
 LM0317  USGS QUAD   -  HAHNS PEAK (1962)
 LM0317
 LM0317                         *CURRENT SURVEY CONTROL
 LM0317  ___________________________________________________________________
 LM0317* NAD 83(1986)-  40 45 14.     (N)    106 54 48.     (W)     SCALED    
 LM0317* NAVD 88     -      2406.519  (meters)    7895.39   (feet)  ADJUSTED  
 LM0317  ___________________________________________________________________
 LM0317  GEOID HEIGHT-         -12.05  (meters)                     GEOID03
 LM0317  DYNAMIC HT  -        2404.081 (meters)    7887.39  (feet)  COMP
 LM0317  MODELED GRAV-     979,524.5   (mgal)                       NAVD 88
 LM0317
 LM0317  VERT ORDER  -  SECOND    CLASS 0
 LM0317
 LM0317.The horizontal coordinates were scaled from a topographic map and have
 LM0317.an estimated accuracy of +/- 6 seconds.
 LM0317
 LM0317.The orthometric height was determined by differential leveling
 LM0317.and adjusted by the National Geodetic Survey in June 1991..
 LM0317
 LM0317.The geoid height was determined by GEOID03.
 LM0317
 LM0317.The dynamic height is computed by dividing the NAVD 88
 LM0317.geopotential number by the normal gravity value computed on the
 LM0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0317.degrees latitude (g = 980.6199 gals.).
 LM0317
 LM0317.The modeled gravity was interpolated from observed gravity values.
 LM0317
 LM0317;                    North         East    Units  Estimated Accuracy
 LM0317;SPC CO N     -   463,480.      795,060.      MT  (+/- 180 meters Scaled)
 LM0317
 LM0317                          SUPERSEDED SURVEY CONTROL
 LM0317
 LM0317  NGVD 29 (??/??/92) 2405.163  (m)         7890.94   (f) ADJ UNCH    2 0
 LM0317
 LM0317.Superseded values are not recommended for survey control.
 LM0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0317.See file dsdata.txt to determine how the superseded data were derived.
 LM0317
 LM0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF384131(NAD 83)
 LM0317_MARKER: DD = SURVEY DISK
 LM0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0317_SP_SET: STONE POST
 LM0317_STAMPING: 7893
 LM0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0317+STABILITY: SURFACE MOTION
 LM0317
 LM0317  HISTORY     - Date     Condition        Report By
 LM0317  HISTORY     - UNK      MONUMENTED       USGS
 LM0317  HISTORY     - 1934     GOOD             NGS
 LM0317
 LM0317                          STATION DESCRIPTION
 LM0317
 LM0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LM0317'2.9 MI N FROM CLARK.
 LM0317'2.9 MILES NORTH ALONG STATE HIGHWAY 129 FROM CLARK, ROUTT COUNTY, 400
 LM0317'FEET NORTHEAST OF AN ABANDONED RANCH HOUSE, 150 FEET NORTHEAST OF THE
 LM0317'LOWEST PART OF A VALLEY,AND 10 FEET WEST OF THE CENTERLINE OF THE
 LM0317'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 LM0317'7893 AND SET IN THE TOP OF A STONE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1876 ***********************************************************************
 KK1876  DESIGNATION -  79
 KK1876  PID         -  KK1876
 KK1876  STATE/COUNTY-  CO/JEFFERSON
 KK1876  USGS QUAD   -  CONIFER (1994)
 KK1876
 KK1876                         *CURRENT SURVEY CONTROL
 KK1876  ___________________________________________________________________
 KK1876* NAD 83(1992)-  39 32 37.37799(N)    105 18 42.93877(W)     ADJUSTED  
 KK1876* NAVD 88     -      2574.6    (meters)    8447.     (feet)  VERTCON   
 KK1876  ___________________________________________________________________
 KK1876  LAPLACE CORR-         -15.02  (seconds)                    DEFLEC99
 KK1876  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 KK1876
 KK1876  HORZ ORDER  -  SECOND
 KK1876
 KK1876.The horizontal coordinates were established by classical geodetic methods
 KK1876.and adjusted by the National Geodetic Survey in January 1993..
 KK1876
 KK1876.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1876
 KK1876.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1876
 KK1876.The geoid height was determined by GEOID03.
 KK1876
 KK1876;                    North         East     Units Scale Factor Converg.
 KK1876;SPC CO C     -   494,685.891   930,567.889   MT  0.99996570   +0 07 07.0
 KK1876;SPC CO C     - 1,622,981.96  3,053,038.15   sFT  0.99996570   +0 07 07.0
 KK1876;UTM  13      - 4,377,162.618   473,197.570   MT  0.99960884   -0 11 54.9
 KK1876
 KK1876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1876!SPC CO C     -   0.99959847  x   0.99996570  =   0.99956418
 KK1876!UTM  13      -   0.99959847  x   0.99960884  =   0.99920747
 KK1876
 KK1876|---------------------------------------------------------------------|
 KK1876| PID    Reference Object                     Distance      Geod. Az  |
 KK1876|                                                           dddmmss.s |
 KK1876| CP7181 79 RM 1                               8.997 METERS 18612     |
 KK1876| KK1879 BLACK                               APPROX. 4.5 KM 2304128.8 |
 KK1876| CP7182 79 RM 2                              12.593 METERS 30036     |
 KK1876|---------------------------------------------------------------------|
 KK1876
 KK1876                          SUPERSEDED SURVEY CONTROL
 KK1876
 KK1876  NAD 83(1986)-  39 32 37.37521(N)    105 18 42.93979(W) AD(       ) 2
 KK1876  NAD 27      -  39 32 37.41595(N)    105 18 40.96430(W) AD(       ) 2
 KK1876  NGVD 29 (07/19/86) 2573.4    (m)         8443.     (f) VERT ANG       
 KK1876
 KK1876.Superseded values are not recommended for survey control.
 KK1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1876.See file dsdata.txt to determine how the superseded data were derived.
 KK1876
 KK1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7319877163(NAD 83)
 KK1876_MARKER: DD = SURVEY DISK
 KK1876_SETTING: 66 = SET IN ROCK OUTCROP
 KK1876
 KK1876  HISTORY     - Date     Condition        Report By
 KK1876  HISTORY     - 1977     MONUMENTED       CO-059
 KK1876
 KK1876                          STATION DESCRIPTION
 KK1876
 KK1876'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1876'THE STATION IS LOCATED 0.5 MILE NORTHWEST OF WEST JEFFERSON
 KK1876'SCHOOL IN ASPEN PARK, COLORADO IN THE NORTH 1/2 OF THE
 KK1876'SOUTHWEST 1/4 OF SECTION 11, T 6 S, R 71 W.
 KK1876'
 KK1876'TO REACH THE STATION FROM THE INTERSECTION OF BARKLEY ROAD
 KK1876'AND U.S. HIGHWAY 285 IN ASPEN PARK, COLORADO, PROCEED NORTHWEST
 KK1876'ON BARKLEY ROAD 0.4 MILE.  TURN RIGHT, NORTH ONTO
 KK1876'FALLEN ROCK ROAD AND FOLLOW 0.9 MILE TO A 180 DEGRRES
 KK1876'BEND OF THE ROAD TO THE LEFT.
 KK1876'PARK NEAR WOODEN FENCE AND TWO BARBED WIRE FENCES AND HIKE
 KK1876'SOUTH FIVE MINUTES TO POINT.  THE STATION IS LOCATED 20 FEET
 KK1876'NORTH OF SMALL CABIN OVERLOOKING A STEEP CLIFF TO THE EAST.
 KK1876'
 KK1876'THE STATION MARK, STAMPED---79 JCMD 1977---, IS A 3-INCH BRONZE
 KK1876'DISK CEMENTED IN A DRILL HOLE IN ROCK OUTCROP HIGH POINT, 6
 KK1876'FEET EAST OF A LONE PINE AND 20 FEET NORTH OF A SMALL CABIN.
 KK1876'
 KK1876'REFERENCE MARK 1, STAMPED---79 JCMD RM 1 1977---, IS A 3-INCH
 KK1876'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP
 KK1876'29.52 FEET TO THE SOUTHWEST OF THE STATION.
 KK1876'
 KK1876'REFERENCE MARK 2, STAMPED---79 JCMD RM 2 1977---, IS A 3-INCH
 KK1876'BRONZE DISK CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP 41.32
 KK1876'FEET TO THE NORTHEAST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0303 ***********************************************************************
 KL0303  DESIGNATION -  7909
 KL0303  PID         -  KL0303
 KL0303  STATE/COUNTY-  CO/PITKIN
 KL0303  USGS QUAD   -  ASPEN (1987)
 KL0303
 KL0303                         *CURRENT SURVEY CONTROL
 KL0303  ___________________________________________________________________
 KL0303* NAD 83(1986)-  39 11 26.     (N)    106 49 04.     (W)     SCALED    
 KL0303* NAVD 88     -      2411.616  (meters)    7912.11   (feet)  ADJUSTED  
 KL0303  ___________________________________________________________________
 KL0303  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 KL0303  DYNAMIC HT  -        2408.641 (meters)    7902.35  (feet)  COMP
 KL0303  MODELED GRAV-     979,308.1   (mgal)                       NAVD 88
 KL0303
 KL0303  VERT ORDER  -  SECOND    CLASS 0
 KL0303
 KL0303.The horizontal coordinates were scaled from a topographic map and have
 KL0303.an estimated accuracy of +/- 6 seconds.
 KL0303
 KL0303.The orthometric height was determined by differential leveling
 KL0303.and adjusted by the National Geodetic Survey in June 1991..
 KL0303
 KL0303.The geoid height was determined by GEOID03.
 KL0303
 KL0303.The dynamic height is computed by dividing the NAVD 88
 KL0303.geopotential number by the normal gravity value computed on the
 KL0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0303.degrees latitude (g = 980.6199 gals.).
 KL0303
 KL0303.The modeled gravity was interpolated from observed gravity values.
 KL0303
 KL0303;                    North         East    Units  Estimated Accuracy
 KL0303;SPC CO C     -   456,290.      800,570.      MT  (+/- 180 meters Scaled)
 KL0303
 KL0303                          SUPERSEDED SURVEY CONTROL
 KL0303
 KL0303  NGVD 29 (??/??/92) 2409.998  (m)         7906.80   (f) ADJ UNCH    2 0
 KL0303
 KL0303.Superseded values are not recommended for survey control.
 KL0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0303.See file dsdata.txt to determine how the superseded data were derived.
 KL0303
 KL0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD430394(NAD 83)
 KL0303_MARKER: DD = SURVEY DISK
 KL0303_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KL0303_SP_SET: BUILDING
 KL0303_STAMPING: 7909 1909
 KL0303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KL0303+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1999
 KL0303
 KL0303  HISTORY     - Date     Condition        Report By
 KL0303  HISTORY     - 1909     MONUMENTED       USGS
 KL0303  HISTORY     - 1934     GOOD             NGS
 KL0303  HISTORY     - 19950817 GOOD             USPSQD
 KL0303  HISTORY     - 19990331 GOOD             NGS
 KL0303
 KL0303                          STATION DESCRIPTION
 KL0303
 KL0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KL0303'IN ASPEN.
 KL0303'AT ASPEN, PITKIN COUNTY, AT THE SOUTHWEST CORNER OF THE COUNTY
 KL0303'COURTHOUSE BUILDING, IN THE SOUTH FACE OF THE BUILDING, AND 0.5 FOOT
 KL0303'ABOVE GROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 KL0303'STAMPED 7909 1909 AND SET VERTICALLY.
 KL0303
 KL0303                          STATION RECOVERY (1995)
 KL0303
 KL0303'RECOVERY NOTE BY US POWER SQUADRON 1995
 KL0303'RECOVERED IN GOOD CONDITION.
 KL0303
 KL0303                          STATION RECOVERY (1999)
 KL0303
 KL0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 KL0303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0094 ***********************************************************************
 JM0094  DESIGNATION -  7909
 JM0094  PID         -  JM0094
 JM0094  STATE/COUNTY-  CO/SAN MIGUEL
 JM0094  USGS QUAD   -  PLACERVILLE (1953)
 JM0094
 JM0094                         *CURRENT SURVEY CONTROL
 JM0094  ___________________________________________________________________
 JM0094* NAD 83(1986)-  38 04 46.     (N)    108 00 46.     (W)     SCALED    
 JM0094* NAVD 88     -      2411.496  (meters)    7911.72   (feet)  ADJUSTED  
 JM0094  ___________________________________________________________________
 JM0094  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 JM0094  DYNAMIC HT  -        2408.326 (meters)    7901.32  (feet)  COMP
 JM0094  MODELED GRAV-     979,228.6   (mgal)                       NAVD 88
 JM0094
 JM0094  VERT ORDER  -  SECOND    CLASS 0
 JM0094
 JM0094.The horizontal coordinates were scaled from a topographic map and have
 JM0094.an estimated accuracy of +/- 6 seconds.
 JM0094
 JM0094.The orthometric height was determined by differential leveling
 JM0094.and adjusted by the National Geodetic Survey in June 1991..
 JM0094
 JM0094.The geoid height was determined by GEOID03.
 JM0094
 JM0094.The dynamic height is computed by dividing the NAVD 88
 JM0094.geopotential number by the normal gravity value computed on the
 JM0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0094.degrees latitude (g = 980.6199 gals.).
 JM0094
 JM0094.The modeled gravity was interpolated from observed gravity values.
 JM0094
 JM0094;                    North         East    Units  Estimated Accuracy
 JM0094;SPC CO S     -   464,560.      693,970.      MT  (+/- 180 meters Scaled)
 JM0094
 JM0094                          SUPERSEDED SURVEY CONTROL
 JM0094
 JM0094  NGVD 29 (??/??/92) 2409.986  (m)         7906.76   (f) ADJ UNCH    2 0
 JM0094
 JM0094.Superseded values are not recommended for survey control.
 JM0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0094.See file dsdata.txt to determine how the superseded data were derived.
 JM0094
 JM0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH620188(NAD 83)
 JM0094_MARKER: DD = SURVEY DISK
 JM0094_SETTING: 80 = SET IN A BOULDER
 JM0094_SP_SET: BOULDER
 JM0094_STAMPING: 7909
 JM0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0094+STABILITY: SURFACE MOTION
 JM0094
 JM0094  HISTORY     - Date     Condition        Report By
 JM0094  HISTORY     - UNK      MONUMENTED       USGS
 JM0094  HISTORY     - 1934     GOOD             NGS
 JM0094
 JM0094                          STATION DESCRIPTION
 JM0094
 JM0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JM0094'5.6 MI NE FROM PLACERVILLE.
 JM0094'5.6 MILES NORTHEAST OF, ALONG R.G.S. RY., FROM PLACERVILLE RAILROAD
 JM0094'STATION.  ABOUT 400 FEET NORTHWEST OF CENTERLINE OF STATE HWY. 62. 177
 JM0094'FEET NORTHEAST OF MILE POST R-21.  35 FEET NORTHWEST OF CENTERLINE OF
 JM0094'RIO GRANDE SOUTHERN R.R. TRACK.  8 FEET ABOVE LEVEL OF RAILROAD TRACK.
 JM0094'BRONZE TABLET SET HORIZONTALLY IN TOP OF SANDSTONE BOULDER 5 FT.
 JM0094'LONG, 4 FT. WIDE, 2 FT. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0242 ***********************************************************************
 JJ0242  DESIGNATION -  791+01 MP
 JJ0242  PID         -  JJ0242
 JJ0242  STATE/COUNTY-  CO/KIOWA
 JJ0242  USGS QUAD   -  HAWKINS (1968)
 JJ0242
 JJ0242                         *CURRENT SURVEY CONTROL
 JJ0242  ___________________________________________________________________
 JJ0242* NAD 83(1986)-  38 29 17.     (N)    102 52 37.     (W)     SCALED    
 JJ0242* NAVD 88     -      1312.670  (meters)    4306.65   (feet)  ADJUSTED  
 JJ0242  ___________________________________________________________________
 JJ0242  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 JJ0242  DYNAMIC HT  -        1311.412 (meters)    4302.52  (feet)  COMP
 JJ0242  MODELED GRAV-     979,625.0   (mgal)                       NAVD 88
 JJ0242
 JJ0242  VERT ORDER  -  SECOND    CLASS 0
 JJ0242
 JJ0242.The horizontal coordinates were scaled from a topographic map and have
 JJ0242.an estimated accuracy of +/- 6 seconds.
 JJ0242
 JJ0242.The orthometric height was determined by differential leveling
 JJ0242.and adjusted by the National Geodetic Survey in June 1991..
 JJ0242
 JJ0242.The geoid height was determined by GEOID03.
 JJ0242
 JJ0242.The dynamic height is computed by dividing the NAVD 88
 JJ0242.geopotential number by the normal gravity value computed on the
 JJ0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0242.degrees latitude (g = 980.6199 gals.).
 JJ0242
 JJ0242.The modeled gravity was interpolated from observed gravity values.
 JJ0242
 JJ0242;                    North         East    Units  Estimated Accuracy
 JJ0242;SPC CO S     -   510,170.    1,143,230.      MT  (+/- 180 meters Scaled)
 JJ0242
 JJ0242                          SUPERSEDED SURVEY CONTROL
 JJ0242
 JJ0242  NGVD 29 (??/??/92) 1312.082  (m)         4304.72   (f) ADJ UNCH    2 0
 JJ0242
 JJ0242.Superseded values are not recommended for survey control.
 JJ0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0242.See file dsdata.txt to determine how the superseded data were derived.
 JJ0242
 JJ0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC851621(NAD 83)
 JJ0242_MARKER: R = RIVET
 JJ0242_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0242_SP_SET: IRON CULVERT
 JJ0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0242
 JJ0242  HISTORY     - Date     Condition        Report By
 JJ0242  HISTORY     - 1935     MONUMENTED       MPRR
 JJ0242  HISTORY     - 1967     MARK NOT FOUND   USGS
 JJ0242
 JJ0242                          STATION DESCRIPTION
 JJ0242
 JJ0242'DESCRIBED BY MISSOURI PACIFIC RAILROAD 1935
 JJ0242'5.3 MI W FROM EADS.
 JJ0242'5.3 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JJ0242'STATION AT EADS, KIOWA COUNTY, AT MILEAGE POLE 791+01, 78 FEET
 JJ0242'NORTH OF THE CENTERLINE OF STATE HIGHWAY 96, 18 FEET SOUTH OF
 JJ0242'THE CENTERLINE OF THE TRACK, 27 FEET NORTH OF A FENCE LINE,
 JJ0242'IN THE SOUTH END OF AN 18-INCH IRON CULVERT, AND ABOUT 4 FEET
 JJ0242'LOWER THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
 JJ0242
 JJ0242                          STATION RECOVERY (1967)
 JJ0242
 JJ0242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JJ0242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0055 ***********************************************************************
 HL0055  DESIGNATION -  7937.2
 HL0055  PID         -  HL0055
 HL0055  STATE/COUNTY-  CO/CONEJOS
 HL0055  USGS QUAD   -  ANTONITO (1967)
 HL0055
 HL0055                         *CURRENT SURVEY CONTROL
 HL0055  ___________________________________________________________________
 HL0055* NAD 83(1986)-  37 03 32.     (N)    106 01 52.     (W)     SCALED    
 HL0055* NAVD 88     -      2420.13   (+/-2cm)    7940.0    (feet)  VERTCON   
 HL0055  ___________________________________________________________________
 HL0055  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 HL0055
 HL0055  VERT ORDER  -  ? (See Below)
 HL0055
 HL0055.The horizontal coordinates were scaled from a topographic map and have
 HL0055.an estimated accuracy of +/- 6 seconds.
 HL0055
 HL0055.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0055.The vertical order pertains to the NGVD 29 superseded value.
 HL0055
 HL0055.The geoid height was determined by GEOID03.
 HL0055
 HL0055;                    North         East    Units  Estimated Accuracy
 HL0055;SPC CO S     -   348,470.      867,160.      MT  (+/- 180 meters Scaled)
 HL0055
 HL0055                          SUPERSEDED SURVEY CONTROL
 HL0055
 HL0055  NGVD 29 (??/??/92) 2418.852  (m)         7935.85   (f) ADJ UNCH    ?  
 HL0055
 HL0055.Superseded values are not recommended for survey control.
 HL0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0055.See file dsdata.txt to determine how the superseded data were derived.
 HL0055
 HL0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB083019(NAD 83)
 HL0055_MARKER: Q = CHISELED SQUARE
 HL0055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HL0055_SP_SET: CULVERT
 HL0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0055
 HL0055  HISTORY     - Date     Condition        Report By
 HL0055  HISTORY     - UNK      MONUMENTED       USGS
 HL0055  HISTORY     - 1934     GOOD             NGS
 HL0055
 HL0055                          STATION DESCRIPTION
 HL0055
 HL0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HL0055'1.8 MI W FROM ANTONITO.
 HL0055'1.8 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 HL0055'ANTONITO, CONEJOS COUNTY, 65 FEET SOUTHWEST OF MILEPOST 282, AT A
 HL0055'CONCRETE CULVERT, ON THE TOP OF THE HEAD WALL, AND 11 FEET NORTHWEST
 HL0055'OF THE CENTER LINE OF THE TRACK.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0302 ***********************************************************************
 KL0302  DESIGNATION -  7942.11
 KL0302  PID         -  KL0302
 KL0302  STATE/COUNTY-  CO/PITKIN
 KL0302  USGS QUAD   -  ASPEN (1987)
 KL0302
 KL0302                         *CURRENT SURVEY CONTROL
 KL0302  ___________________________________________________________________
 KL0302* NAD 83(1986)-  39 11 11.     (N)    106 48 41.     (W)     SCALED    
 KL0302* NAVD 88     -      2421.754  (meters)    7945.37   (feet)  ADJUSTED  
 KL0302  ___________________________________________________________________
 KL0302  GEOID HEIGHT-         -13.56  (meters)                     GEOID03
 KL0302  DYNAMIC HT  -        2418.743 (meters)    7935.49  (feet)  COMP
 KL0302  MODELED GRAV-     979,297.9   (mgal)                       NAVD 88
 KL0302
 KL0302  VERT ORDER  -  SECOND    CLASS 0
 KL0302
 KL0302.The horizontal coordinates were scaled from a topographic map and have
 KL0302.an estimated accuracy of +/- 6 seconds.
 KL0302
 KL0302.The orthometric height was determined by differential leveling
 KL0302.and adjusted by the National Geodetic Survey in June 1991..
 KL0302
 KL0302.The geoid height was determined by GEOID03.
 KL0302
 KL0302.The dynamic height is computed by dividing the NAVD 88
 KL0302.geopotential number by the normal gravity value computed on the
 KL0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0302.degrees latitude (g = 980.6199 gals.).
 KL0302
 KL0302.The modeled gravity was interpolated from observed gravity values.
 KL0302
 KL0302;                    North         East    Units  Estimated Accuracy
 KL0302;SPC CO C     -   455,820.      801,110.      MT  (+/- 180 meters Scaled)
 KL0302
 KL0302                          SUPERSEDED SURVEY CONTROL
 KL0302
 KL0302  NGVD 29 (??/??/92) 2420.117  (m)         7940.00   (f) ADJ UNCH    2 0
 KL0302
 KL0302.Superseded values are not recommended for survey control.
 KL0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0302.See file dsdata.txt to determine how the superseded data were derived.
 KL0302
 KL0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD435390(NAD 83)
 KL0302_MARKER: DD = SURVEY DISK
 KL0302_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KL0302_SP_SET: BRIDGE
 KL0302_STAMPING: 7942.11 1927
 KL0302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0302
 KL0302  HISTORY     - Date     Condition        Report By
 KL0302  HISTORY     - 1927     MONUMENTED       BPR
 KL0302  HISTORY     - 1934     GOOD             NGS
 KL0302  HISTORY     - 19950817 MARK NOT FOUND   USPSQD
 KL0302
 KL0302                          STATION DESCRIPTION
 KL0302
 KL0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KL0302'IN ASPEN.
 KL0302'AT THE EAST EDGE OF ASPEN, PITKIN COUNTY, ALONG STATE HIGHWAY 82, AT A
 KL0302'30-FOOT CONCRETE BRIDGE OVER ROARING FORK RIVER, AND IN THE CONCRETE
 KL0302'WINGWALL AT THE NORTHEAST CORNER.  A UNITED STATES BUREAU OF PUBLIC
 KL0302'ROADS STANDARD DISK, STAMPED 7942.11 1927.
 KL0302
 KL0302                          STATION RECOVERY (1995)
 KL0302
 KL0302'RECOVERY NOTE BY US POWER SQUADRON 1995
 KL0302'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0884 ***********************************************************************
 LL0884  DESIGNATION -  7944.13
 LL0884  PID         -  LL0884
 LL0884  STATE/COUNTY-  CO/LARIMER
 LL0884  USGS QUAD   -  LONGS PEAK (1978)
 LL0884
 LL0884                         *CURRENT SURVEY CONTROL
 LL0884  ___________________________________________________________________
 LL0884* NAD 83(1986)-  40 20 35.     (N)    105 31 30.     (W)     SCALED    
 LL0884* NAVD 88     -      2422.874  (meters)    7949.05   (feet)  ADJUSTED  
 LL0884  ___________________________________________________________________
 LL0884  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 LL0884  DYNAMIC HT  -        2420.368 (meters)    7940.82  (feet)  COMP
 LL0884  MODELED GRAV-     979,502.6   (mgal)                       NAVD 88
 LL0884
 LL0884  VERT ORDER  -  SECOND    CLASS 0
 LL0884
 LL0884.The horizontal coordinates were scaled from a topographic map and have
 LL0884.an estimated accuracy of +/- 6 seconds.
 LL0884
 LL0884.The orthometric height was determined by differential leveling
 LL0884.and adjusted by the National Geodetic Survey in June 1991..
 LL0884
 LL0884.The geoid height was determined by GEOID03.
 LL0884
 LL0884.The dynamic height is computed by dividing the NAVD 88
 LL0884.geopotential number by the normal gravity value computed on the
 LL0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0884.degrees latitude (g = 980.6199 gals.).
 LL0884
 LL0884.The modeled gravity was interpolated from observed gravity values.
 LL0884
 LL0884;                    North         East    Units  Estimated Accuracy
 LL0884;SPC CO N     -   416,910.      912,280.      MT  (+/- 180 meters Scaled)
 LL0884
 LL0884                          SUPERSEDED SURVEY CONTROL
 LL0884
 LL0884  NGVD 29 (??/??/92) 2421.608  (m)         7944.89   (f) ADJ UNCH    2 0
 LL0884
 LL0884.Superseded values are not recommended for survey control.
 LL0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0884.See file dsdata.txt to determine how the superseded data were derived.
 LL0884
 LL0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE554659(NAD 83)
 LL0884_MARKER: DD = SURVEY DISK
 LL0884_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0884_SP_SET: CULVERT
 LL0884_STAMPING: 7944.13 26 G
 LL0884_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0884
 LL0884  HISTORY     - Date     Condition        Report By
 LL0884  HISTORY     - UNK      MONUMENTED       BPR
 LL0884  HISTORY     - 1951     GOOD             NGS
 LL0884
 LL0884                          STATION DESCRIPTION
 LL0884
 LL0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LL0884'3.1 MI S FROM ESTES PARK.
 LL0884'3.1 MILES SOUTH ALONG STATE HIGHWAY 7 FROM OTS JUNCTION WITH
 LL0884'STATE HIGHWAY 66 AT ESTES PARK, ON THE OUTSIDE OF A CURVE IN THE
 LL0884'HIGHWAY, 20 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET
 LL0884'IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL
 LL0884'OF A TWIN 30 INCH PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0098 ***********************************************************************
 LM0098  DESIGNATION -  7952
 LM0098  PID         -  LM0098
 LM0098  STATE/COUNTY-  CO/JACKSON
 LM0098  USGS QUAD   -  NORTHGATE (1950)
 LM0098
 LM0098                         *CURRENT SURVEY CONTROL
 LM0098  ___________________________________________________________________
 LM0098* NAD 83(1986)-  40 57 23.     (N)    106 21 35.     (W)     SCALED    
 LM0098* NAVD 88     -      2425.605  (meters)    7958.01   (feet)  ADJUSTED  
 LM0098  ___________________________________________________________________
 LM0098  GEOID HEIGHT-         -11.26  (meters)                     GEOID03
 LM0098  DYNAMIC HT  -        2423.209 (meters)    7950.14  (feet)  COMP
 LM0098  MODELED GRAV-     979,548.5   (mgal)                       NAVD 88
 LM0098
 LM0098  VERT ORDER  -  SECOND    CLASS 0
 LM0098
 LM0098.The horizontal coordinates were scaled from a topographic map and have
 LM0098.an estimated accuracy of +/- 6 seconds.
 LM0098
 LM0098.The orthometric height was determined by differential leveling
 LM0098.and adjusted by the National Geodetic Survey in June 1991..
 LM0098
 LM0098.The geoid height was determined by GEOID03.
 LM0098
 LM0098.The dynamic height is computed by dividing the NAVD 88
 LM0098.geopotential number by the normal gravity value computed on the
 LM0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0098.degrees latitude (g = 980.6199 gals.).
 LM0098
 LM0098.The modeled gravity was interpolated from observed gravity values.
 LM0098
 LM0098;                    North         East    Units  Estimated Accuracy
 LM0098;SPC CO N     -   485,370.      842,020.      MT  (+/- 180 meters Scaled)
 LM0098
 LM0098                          SUPERSEDED SURVEY CONTROL
 LM0098
 LM0098  NGVD 29 (??/??/92) 2424.311  (m)         7953.76   (f) ADJ UNCH    2 0
 LM0098
 LM0098.Superseded values are not recommended for survey control.
 LM0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0098.See file dsdata.txt to determine how the superseded data were derived.
 LM0098
 LM0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF855348(NAD 83)
 LM0098_MARKER: P = PIPE CAP
 LM0098_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LM0098_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LM0098_STAMPING: 7952 NO 19 BM
 LM0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0098
 LM0098  HISTORY     - Date     Condition        Report By
 LM0098  HISTORY     - UNK      MONUMENTED       USGS
 LM0098  HISTORY     - 1956     GOOD             NGS
 LM0098
 LM0098                          STATION DESCRIPTION
 LM0098
 LM0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LM0098'8.2 MI NW FROM NORTHGATE.
 LM0098'8.2 MILES NORTHWEST OF NORTHGATE.  THIS MARK MAY BE REACHED FROM
 LM0098'COWDREY BY GOING 8.6 MILES NORTH ALONG STATE HIGHWAY 125, THENCE WEST
 LM0098'ALONG OLD STATE HIGHWAY 125.  IT IS ON THE OLD NORTHGATE-ENCAMPMENT
 LM0098'ROAD, 1.3 MILES WEST OF A BRIDGE OVER PLATTE RIVER, ABOUT 720 FEET
 LM0098'SOUTHEAST OF BENCH MARK C 131 DESCRIBED ABOVE, ON THE TOP OF A HILL,
 LM0098'108 FEET SOUTH OF THE SUMMIT OF THE HILL, AND 25 FEET NORTH OF THE
 LM0098'CENTERLINE OF THE ROAD.  A U.S. GEOLOGICAL SURVEY STANDARD CAP,
 LM0098'STAMPED 7952 NO 19 BM AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON
 LM0098'PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0056 ***********************************************************************
 HL0056  DESIGNATION -  7956
 HL0056  PID         -  HL0056
 HL0056  STATE/COUNTY-  CO/CONEJOS
 HL0056  USGS QUAD   -  ANTONITO (1967)
 HL0056
 HL0056                         *CURRENT SURVEY CONTROL
 HL0056  ___________________________________________________________________
 HL0056* NAD 83(1986)-  37 03 02.     (N)    106 02 44.     (W)     SCALED    
 HL0056* NAVD 88     -      2425.779  (meters)    7958.58   (feet)  POSTED    
 HL0056  ___________________________________________________________________
 HL0056  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 HL0056  DYNAMIC HT  -        2422.490 (meters)    7947.79  (feet)  COMP
 HL0056  MODELED GRAV-     979,188.1   (mgal)                       NAVD 88
 HL0056
 HL0056  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HL0056
 HL0056.The horizontal coordinates were scaled from a topographic map and have
 HL0056.an estimated accuracy of +/- 6 seconds.
 HL0056
 HL0056.The orthometric height was determined by differential leveling
 HL0056.and adjusted by the National Geodetic Survey in 1992..
 HL0056.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HL0056.rate of 1.1 thru 2.0 mm/km.
 HL0056
 HL0056.The geoid height was determined by GEOID03.
 HL0056
 HL0056.The dynamic height is computed by dividing the NAVD 88
 HL0056.geopotential number by the normal gravity value computed on the
 HL0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0056.degrees latitude (g = 980.6199 gals.).
 HL0056
 HL0056.The modeled gravity was interpolated from observed gravity values.
 HL0056
 HL0056;                    North         East    Units  Estimated Accuracy
 HL0056;SPC CO S     -   347,550.      865,870.      MT  (+/- 180 meters Scaled)
 HL0056
 HL0056                          SUPERSEDED SURVEY CONTROL
 HL0056
 HL0056  NGVD 29 (??/??/92) 2424.489  (m)         7954.34   (f) ADJ UNCH    1 2
 HL0056
 HL0056.Superseded values are not recommended for survey control.
 HL0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0056.See file dsdata.txt to determine how the superseded data were derived.
 HL0056
 HL0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB070009(NAD 83)
 HL0056_MARKER: P = PIPE CAP
 HL0056_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HL0056_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HL0056_STAMPING: 7956 1920
 HL0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0056
 HL0056  HISTORY     - Date     Condition        Report By
 HL0056  HISTORY     - 1920     MONUMENTED       USGS
 HL0056
 HL0056                          STATION DESCRIPTION
 HL0056
 HL0056'DESCRIBED BY US GEOLOGICAL SURVEY 1920
 HL0056'2.8 MI W FROM ANTONITO.
 HL0056'2.8 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 HL0056'ANTONITO, CONEJOS COUNTY, 2 FEET NORTHEAST OF MILEPOST 283, AND 27
 HL0056'FEET NORTHWEST OF THE CENTER LINE OF THE TRACK.  A UNITED STATES
 HL0056'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 7956 1920 AND RIVETED ON THE
 HL0056'TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0234 ***********************************************************************
 JJ0234  DESIGNATION -  797+30 MP
 JJ0234  PID         -  JJ0234
 JJ0234  STATE/COUNTY-  CO/KIOWA
 JJ0234  USGS QUAD   -  ARSENIC LAKE SW (1982)
 JJ0234
 JJ0234                         *CURRENT SURVEY CONTROL
 JJ0234  ___________________________________________________________________
 JJ0234* NAD 83(1986)-  38 30 01.     (N)    102 59 57.     (W)     SCALED    
 JJ0234* NAVD 88     -      1335.336  (meters)    4381.01   (feet)  ADJUSTED  
 JJ0234  ___________________________________________________________________
 JJ0234  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 JJ0234  DYNAMIC HT  -        1334.042 (meters)    4376.77  (feet)  COMP
 JJ0234  MODELED GRAV-     979,612.8   (mgal)                       NAVD 88
 JJ0234
 JJ0234  VERT ORDER  -  SECOND    CLASS 0
 JJ0234
 JJ0234.The horizontal coordinates were scaled from a topographic map and have
 JJ0234.an estimated accuracy of +/- 6 seconds.
 JJ0234
 JJ0234.The orthometric height was determined by differential leveling
 JJ0234.and adjusted by the National Geodetic Survey in June 1991..
 JJ0234
 JJ0234.The geoid height was determined by GEOID03.
 JJ0234
 JJ0234.The dynamic height is computed by dividing the NAVD 88
 JJ0234.geopotential number by the normal gravity value computed on the
 JJ0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0234.degrees latitude (g = 980.6199 gals.).
 JJ0234
 JJ0234.The modeled gravity was interpolated from observed gravity values.
 JJ0234
 JJ0234;                    North         East    Units  Estimated Accuracy
 JJ0234;SPC CO S     -   511,230.    1,132,530.      MT  (+/- 180 meters Scaled)
 JJ0234
 JJ0234                          SUPERSEDED SURVEY CONTROL
 JJ0234
 JJ0234  NGVD 29 (??/??/92) 1334.720  (m)         4378.99   (f) ADJ UNCH    2 0
 JJ0234
 JJ0234.Superseded values are not recommended for survey control.
 JJ0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0234.See file dsdata.txt to determine how the superseded data were derived.
 JJ0234
 JJ0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC744632(NAD 83)
 JJ0234_MARKER: R = RIVET
 JJ0234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0234_SP_SET: CULVERT
 JJ0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0234
 JJ0234  HISTORY     - Date     Condition        Report By
 JJ0234  HISTORY     - UNK      MONUMENTED       MPRR
 JJ0234  HISTORY     - 1967     GOOD             USGS
 JJ0234
 JJ0234                          STATION DESCRIPTION
 JJ0234
 JJ0234'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JJ0234'12.1 MI W FROM EADS.
 JJ0234'12 MILES WEST ALONG THE MISSOURT PACIFIC RAILROAD FROM THE STATION
 JJ0234'AT EADS, KIOWA COUNTY, AT MILEAGE POLE 797+30, 84 FEET NORTH OF THE
 JJ0234'CENTERLINE OF STATE HIGHWAY 96, 18 FEET SOUTH OF THE CENTERLINE OF
 JJ0234'THE TRACK, 30 FEET NORTH OF THE FENCE LINE, IN THE EAST END OF A
 JJ0234'CONCRETE CULVERT, AND ABOUT 7 FEET LOWER THAN THE TRACK.  A STANDARD
 JJ0234'MONEL-METAL RIVET.  REPORT-RIVET IS SET IN THE WEST END OF THE
 JJ0234'CULVERT HEADWALL, NOT THE EAST END AS LISTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1061 ***********************************************************************
 JK1061  DESIGNATION -  7A
 JK1061  PID         -  JK1061
 JK1061  STATE/COUNTY-  CO/PUEBLO
 JK1061  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1061
 JK1061                         *CURRENT SURVEY CONTROL
 JK1061  ___________________________________________________________________
 JK1061* NAD 83(1992)-  38 23 45.93308(N)    104 18 38.28715(W)     ADJUSTED  
 JK1061* NAVD 88     -      1476.06   (+/-2cm)    4842.7    (feet)  VERTCON   
 JK1061  ___________________________________________________________________
 JK1061  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 JK1061  GEOID HEIGHT-         -19.99  (meters)                     GEOID03
 JK1061
 JK1061  HORZ ORDER  -  SECOND
 JK1061  VERT ORDER  -  THIRD ? (See Below)
 JK1061
 JK1061.The horizontal coordinates were established by classical geodetic methods
 JK1061.and adjusted by the National Geodetic Survey in January 1993..
 JK1061
 JK1061.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1061.The vertical order pertains to the NGVD 29 superseded value.
 JK1061
 JK1061.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1061
 JK1061.The geoid height was determined by GEOID03.
 JK1061
 JK1061;                    North         East     Units Scale Factor Converg.
 JK1061;SPC CO S     -   497,406.386 1,018,298.788   MT  0.99999342   +0 43 46.3
 JK1061;SPC CO S     - 1,631,907.45  3,340,868.61   sFT  0.99999342   +0 43 46.3
 JK1061;UTM  13      - 4,249,988.723   560,197.727   MT  0.99964463   +0 25 41.4
 JK1061
 JK1061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1061!SPC CO S     -   0.99977159  x   0.99999342  =   0.99976501
 JK1061!UTM  13      -   0.99977159  x   0.99964463  =   0.99941630
 JK1061
 JK1061                          SUPERSEDED SURVEY CONTROL
 JK1061
 JK1061  NAD 83(1986)-  38 23 45.92118(N)    104 18 38.28251(W) AD(       ) 2
 JK1061  NAD 27      -  38 23 45.92691(N)    104 18 36.40243(W) AD(       ) 2
 JK1061  NGVD 29 (07/19/86) 1475.22   (m)         4840.0    (f) LEVELING    3  
 JK1061
 JK1061.Superseded values are not recommended for survey control.
 JK1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1061.See file dsdata.txt to determine how the superseded data were derived.
 JK1061
 JK1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6019849989(NAD 83)
 JK1061
 JK1061  HISTORY     - Date     Condition        Report By
 JK1061  HISTORY     - UNK      MONUMENTED
 JK1061  HISTORY     - 1975     GOOD             NGS
 JK1061
 JK1061                          STATION DESCRIPTION
 JK1061
 JK1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1061'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1061'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1061'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS
 JK1061'3.1 MILES SOUTH AND SOUTHWEST ALONG THE EAST AND SOUTHEAST LIMB OF
 JK1061'THE HIGH SPEED TRACK FROM A CONCRETE BRIDGE THAT SPANS THE EAST
 JK1061'LIMB OF THE TRACK AND ABOUT 135 FEET SOUTH OF THE TRACK.
 JK1061'
 JK1061'A STANDARD TRAVERSE STATION MARK DISK, SET IN THE TOP OF
 JK1061'A ROUND CONCRETE MONUMENT 5 FEET INTO THE GROUND AND PROJECTING
 JK1061'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1062 ***********************************************************************
 JK1062  DESIGNATION -  7B
 JK1062  PID         -  JK1062
 JK1062  STATE/COUNTY-  CO/PUEBLO
 JK1062  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1062
 JK1062                         *CURRENT SURVEY CONTROL
 JK1062  ___________________________________________________________________
 JK1062* NAD 83(1992)-  38 23 43.86514(N)    104 18 46.12955(W)     ADJUSTED  
 JK1062* NAVD 88     -      1473.87   (+/-2cm)    4835.5    (feet)  VERTCON   
 JK1062  ___________________________________________________________________
 JK1062  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 JK1062  GEOID HEIGHT-         -19.99  (meters)                     GEOID03
 JK1062
 JK1062  HORZ ORDER  -  SECOND
 JK1062  VERT ORDER  -  THIRD ? (See Below)
 JK1062
 JK1062.The horizontal coordinates were established by classical geodetic methods
 JK1062.and adjusted by the National Geodetic Survey in January 1993..
 JK1062
 JK1062.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1062.The vertical order pertains to the NGVD 29 superseded value.
 JK1062
 JK1062.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1062
 JK1062.The geoid height was determined by GEOID03.
 JK1062
 JK1062;                    North         East     Units Scale Factor Converg.
 JK1062;SPC CO S     -   497,340.207 1,018,109.311   MT  0.99999332   +0 43 41.5
 JK1062;SPC CO S     - 1,631,690.33  3,340,246.96   sFT  0.99999332   +0 43 41.5
 JK1062;UTM  13      - 4,249,923.564   560,007.970   MT  0.99964435   +0 25 36.5
 JK1062
 JK1062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1062!SPC CO S     -   0.99977193  x   0.99999332  =   0.99976525
 JK1062!UTM  13      -   0.99977193  x   0.99964435  =   0.99941636
 JK1062
 JK1062                          SUPERSEDED SURVEY CONTROL
 JK1062
 JK1062  NAD 83(1986)-  38 23 43.85325(N)    104 18 46.12491(W) AD(       ) 2
 JK1062  NAD 27      -  38 23 43.85890(N)    104 18 44.24458(W) AD(       ) 2
 JK1062  NGVD 29 (07/19/86) 1473.03   (m)         4832.8    (f) LEVELING    3  
 JK1062
 JK1062.Superseded values are not recommended for survey control.
 JK1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1062.See file dsdata.txt to determine how the superseded data were derived.
 JK1062
 JK1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6000849924(NAD 83)
 JK1062
 JK1062  HISTORY     - Date     Condition        Report By
 JK1062  HISTORY     - UNK      MONUMENTED
 JK1062  HISTORY     - 1975     GOOD             NGS
 JK1062
 JK1062                          STATION DESCRIPTION
 JK1062
 JK1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1062'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1062'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1062'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS 3.2
 JK1062'MILES SOUTH AND SOUTHWEST ALONG THE EAST AND SOUTH LIMBS OF THE
 JK1062'HIGH SPEED TRACK FROM A CONCRETE BRIDGE THAT SPANS THE EAST LIMB OF
 JK1062'THE TRACK.
 JK1062'
 JK1062'A STANDARD TRAVERSE STATION MARK DISK, SET IN THE TOP OF A
 JK1062'ROUND CONCRETE MONUMENT 5 FEET INTO THE GROUND AND PROJECTING
 JK1062'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1063 ***********************************************************************
 JK1063  DESIGNATION -  7C
 JK1063  PID         -  JK1063
 JK1063  STATE/COUNTY-  CO/PUEBLO
 JK1063  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1063
 JK1063                         *CURRENT SURVEY CONTROL
 JK1063  ___________________________________________________________________
 JK1063* NAD 83(1992)-  38 23 41.98993(N)    104 18 54.05038(W)     ADJUSTED  
 JK1063* NAVD 88     -      1475.26   (+/-2cm)    4840.1    (feet)  VERTCON   
 JK1063  ___________________________________________________________________
 JK1063  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 JK1063  GEOID HEIGHT-         -19.99  (meters)                     GEOID03
 JK1063
 JK1063  HORZ ORDER  -  SECOND
 JK1063  VERT ORDER  -  THIRD ? (See Below)
 JK1063
 JK1063.The horizontal coordinates were established by classical geodetic methods
 JK1063.and adjusted by the National Geodetic Survey in January 1993..
 JK1063
 JK1063.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1063.The vertical order pertains to the NGVD 29 superseded value.
 JK1063
 JK1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1063
 JK1063.The geoid height was determined by GEOID03.
 JK1063
 JK1063;                    North         East     Units Scale Factor Converg.
 JK1063;SPC CO S     -   497,279.950 1,017,917.852   MT  0.99999323   +0 43 36.6
 JK1063;SPC CO S     - 1,631,492.64  3,339,618.82   sFT  0.99999323   +0 43 36.6
 JK1063;UTM  13      - 4,249,864.336   559,816.264   MT  0.99964406   +0 25 31.6
 JK1063
 JK1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1063!SPC CO S     -   0.99977171  x   0.99999323  =   0.99976494
 JK1063!UTM  13      -   0.99977171  x   0.99964406  =   0.99941585
 JK1063
 JK1063                          SUPERSEDED SURVEY CONTROL
 JK1063
 JK1063  NAD 83(1986)-  38 23 41.97804(N)    104 18 54.04574(W) AD(       ) 2
 JK1063  NAD 27      -  38 23 41.98361(N)    104 18 52.16517(W) AD(       ) 2
 JK1063  NGVD 29 (07/19/86) 1474.42   (m)         4837.3    (f) LEVELING    3  
 JK1063
 JK1063.Superseded values are not recommended for survey control.
 JK1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1063.See file dsdata.txt to determine how the superseded data were derived.
 JK1063
 JK1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5981649864(NAD 83)
 JK1063
 JK1063  HISTORY     - Date     Condition        Report By
 JK1063  HISTORY     - UNK      MONUMENTED
 JK1063  HISTORY     - 1975     GOOD             NGS
 JK1063
 JK1063                          STATION DESCRIPTION
 JK1063
 JK1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1063'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1063'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1063'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS
 JK1063'3.35 MILES SOUTH AND SOUTHWEST ALONG THE EAST AND SOUTH LIMBS OF
 JK1063'THE HIGH SPEED TRACK FROM A CONCRETE BRIDGE THAT SPANS THE EAST
 JK1063'LIMB OF THE TRACK, 130 FEET SOUTH OF TRACK.
 JK1063'
 JK1063'A STANDARD TRAVERSE STATION MARK DISK, SET IN THE TOP OF A
 JK1063'ROUND CONCRETE MONUMENT 5 FEET INTO THE GROUND AND PROJECTING
 JK1063'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1064 ***********************************************************************
 JK1064  DESIGNATION -  7D
 JK1064  PID         -  JK1064
 JK1064  STATE/COUNTY-  CO/PUEBLO
 JK1064  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1064
 JK1064                         *CURRENT SURVEY CONTROL
 JK1064  ___________________________________________________________________
 JK1064* NAD 83(1992)-  38 23 40.63012(N)    104 19 02.05383(W)     ADJUSTED  
 JK1064* NAVD 88     -      1474.08   (+/-2cm)    4836.2    (feet)  VERTCON   
 JK1064  ___________________________________________________________________
 JK1064  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 JK1064  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 JK1064
 JK1064  HORZ ORDER  -  SECOND
 JK1064  VERT ORDER  -  THIRD ? (See Below)
 JK1064
 JK1064.The horizontal coordinates were established by classical geodetic methods
 JK1064.and adjusted by the National Geodetic Survey in January 1993..
 JK1064
 JK1064.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1064.The vertical order pertains to the NGVD 29 superseded value.
 JK1064
 JK1064.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1064
 JK1064.The geoid height was determined by GEOID03.
 JK1064
 JK1064;                    North         East     Units Scale Factor Converg.
 JK1064;SPC CO S     -   497,235.564 1,017,724.184   MT  0.99999316   +0 43 31.7
 JK1064;SPC CO S     - 1,631,347.01  3,338,983.43   sFT  0.99999316   +0 43 31.7
 JK1064;UTM  13      - 4,249,820.984   559,622.433   MT  0.99964378   +0 25 26.6
 JK1064
 JK1064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1064!SPC CO S     -   0.99977189  x   0.99999316  =   0.99976506
 JK1064!UTM  13      -   0.99977189  x   0.99964378  =   0.99941576
 JK1064
 JK1064                          SUPERSEDED SURVEY CONTROL
 JK1064
 JK1064  NAD 83(1986)-  38 23 40.61822(N)    104 19 02.04921(W) AD(       ) 2
 JK1064  NAD 27      -  38 23 40.62373(N)    104 19 00.16838(W) AD(       ) 2
 JK1064  NGVD 29 (07/19/86) 1473.24   (m)         4833.5    (f) LEVELING    3  
 JK1064
 JK1064.Superseded values are not recommended for survey control.
 JK1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1064.See file dsdata.txt to determine how the superseded data were derived.
 JK1064
 JK1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5962249821(NAD 83)
 JK1064
 JK1064  HISTORY     - Date     Condition        Report By
 JK1064  HISTORY     - UNK      MONUMENTED
 JK1064  HISTORY     - 1975     GOOD             NGS
 JK1064
 JK1064                          STATION DESCRIPTION
 JK1064
 JK1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1064'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1064'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1064'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS
 JK1064'3.45 MILES SOUTH AND SOUTHWEST ALONG THE EAST AND SOUTH LIMBS OF
 JK1064'THE HIGH SPEED TRACK FROM A CONCRETE BRIDGE THAT SPANS THE EAST
 JK1064'LIMB OF THE TRACK AND ABOUT 120 FEET SOUTH OF THE TRACK.
 JK1064'
 JK1064'A STANDARD TRAVERSE STATION MARK DISK, SET IN THE TOP OF
 JK1064'A ROUND CONCRETE MONUMENT 5 FEET INTO THE GROUND AND PROJECTING
 JK1064'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1065 ***********************************************************************
 JK1065  DESIGNATION -  7E
 JK1065  PID         -  JK1065
 JK1065  STATE/COUNTY-  CO/PUEBLO
 JK1065  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1065
 JK1065                         *CURRENT SURVEY CONTROL
 JK1065  ___________________________________________________________________
 JK1065* NAD 83(1992)-  38 23 39.05097(N)    104 19 09.92026(W)     ADJUSTED  
 JK1065* NAVD 88     -      1473.78   (+/-2cm)    4835.2    (feet)  VERTCON   
 JK1065  ___________________________________________________________________
 JK1065  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 JK1065  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 JK1065
 JK1065  HORZ ORDER  -  SECOND
 JK1065  VERT ORDER  -  THIRD ? (See Below)
 JK1065
 JK1065.The horizontal coordinates were established by classical geodetic methods
 JK1065.and adjusted by the National Geodetic Survey in January 1993..
 JK1065
 JK1065.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1065.The vertical order pertains to the NGVD 29 superseded value.
 JK1065
 JK1065.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1065
 JK1065.The geoid height was determined by GEOID03.
 JK1065
 JK1065;                    North         East     Units Scale Factor Converg.
 JK1065;SPC CO S     -   497,184.461 1,017,533.925   MT  0.99999309   +0 43 26.9
 JK1065;SPC CO S     - 1,631,179.35  3,338,359.22   sFT  0.99999309   +0 43 26.9
 JK1065;UTM  13      - 4,249,770.901   559,431.974   MT  0.99964350   +0 25 21.7
 JK1065
 JK1065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1065!SPC CO S     -   0.99977194  x   0.99999309  =   0.99976503
 JK1065!UTM  13      -   0.99977194  x   0.99964350  =   0.99941552
 JK1065
 JK1065|---------------------------------------------------------------------|
 JK1065| PID    Reference Object                     Distance      Geod. Az  |
 JK1065|                                                           dddmmss.s |
 JK1065| JK1064 7D                                  197.004 METERS 07541     |
 JK1065| JK1066 7F                                  204.630 METERS 25330     |
 JK1065| JK1069 SOUTH                               APPROX. 0.8 KM 2653330.1 |
 JK1065|---------------------------------------------------------------------|
 JK1065
 JK1065                          SUPERSEDED SURVEY CONTROL
 JK1065
 JK1065  NAD 83(1986)-  38 23 39.03906(N)    104 19 09.91564(W) AD(       ) 2
 JK1065  NAD 27      -  38 23 39.04451(N)    104 19 08.03457(W) AD(       ) 2
 JK1065  NGVD 29 (07/19/86) 1472.94   (m)         4832.5    (f) LEVELING    3  
 JK1065
 JK1065.Superseded values are not recommended for survey control.
 JK1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1065.See file dsdata.txt to determine how the superseded data were derived.
 JK1065
 JK1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5943249771(NAD 83)
 JK1065
 JK1065  HISTORY     - Date     Condition        Report By
 JK1065  HISTORY     - UNK      MONUMENTED
 JK1065  HISTORY     - 1975     GOOD             NGS
 JK1065
 JK1065                          STATION DESCRIPTION
 JK1065
 JK1065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1065'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1065'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1065'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS
 JK1065'3.6 MILES SOUTH AND SOUTHWEST ALONG THE EAST AND SOUTH LIMBS OF
 JK1065'THE HIGH SPEED TRACK FROM A CONCRETE BRIDGE THAT SPANS THE EAST
 JK1065'LIMB OF THE TRACK, 130 FEET SOUTH OF THE TRACK.
 JK1065'
 JK1065'A STANDARD TRAVERSE STATION MARK DISK, SET IN THE TOP OF
 JK1065'A ROUND CONCRETE MONUMENT 5 FEET INTO THE GROUND AND PROJECTING
 JK1065'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1066 ***********************************************************************
 JK1066  DESIGNATION -  7F
 JK1066  PID         -  JK1066
 JK1066  STATE/COUNTY-  CO/PUEBLO
 JK1066  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1066
 JK1066                         *CURRENT SURVEY CONTROL
 JK1066  ___________________________________________________________________
 JK1066* NAD 83(1992)-  38 23 37.16626(N)    104 19 18.00554(W)     ADJUSTED  
 JK1066* NAVD 88     -      1474.56   (+/-2cm)    4837.8    (feet)  VERTCON   
 JK1066  ___________________________________________________________________
 JK1066  LAPLACE CORR-          -4.34  (seconds)                    DEFLEC99
 JK1066  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 JK1066
 JK1066  HORZ ORDER  -  SECOND
 JK1066  VERT ORDER  -  THIRD ? (See Below)
 JK1066
 JK1066.The horizontal coordinates were established by classical geodetic methods
 JK1066.and adjusted by the National Geodetic Survey in January 1993..
 JK1066
 JK1066.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1066.The vertical order pertains to the NGVD 29 superseded value.
 JK1066
 JK1066.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1066
 JK1066.The geoid height was determined by GEOID03.
 JK1066
 JK1066;                    North         East     Units Scale Factor Converg.
 JK1066;SPC CO S     -   497,123.875 1,017,338.472   MT  0.99999300   +0 43 21.9
 JK1066;SPC CO S     - 1,630,980.58  3,337,717.97   sFT  0.99999300   +0 43 21.9
 JK1066;UTM  13      - 4,249,711.365   559,236.273   MT  0.99964321   +0 25 16.7
 JK1066
 JK1066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1066!SPC CO S     -   0.99977182  x   0.99999300  =   0.99976482
 JK1066!UTM  13      -   0.99977182  x   0.99964321  =   0.99941511
 JK1066
 JK1066                          SUPERSEDED SURVEY CONTROL
 JK1066
 JK1066  NAD 83(1986)-  38 23 37.15436(N)    104 19 18.00087(W) AD(       ) 2
 JK1066  NAD 27      -  38 23 37.15972(N)    104 19 16.11960(W) AD(       ) 2
 JK1066  NGVD 29 (07/19/86) 1473.72   (m)         4835.0    (f) LEVELING    3  
 JK1066
 JK1066.Superseded values are not recommended for survey control.
 JK1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1066.See file dsdata.txt to determine how the superseded data were derived.
 JK1066
 JK1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5923649711(NAD 83)
 JK1066
 JK1066  HISTORY     - Date     Condition        Report By
 JK1066  HISTORY     - UNK      MONUMENTED
 JK1066  HISTORY     - 1975     GOOD             NGS
 JK1066
 JK1066                          STATION DESCRIPTION
 JK1066
 JK1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1066'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1066'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1066'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS
 JK1066'3.75 MILES SOUTH AND SOUTHWEST ALONG THE EAST AND SOUTH LIMBS OF
 JK1066'THE HIGH SPEED TRACK FROM A CONCRETE BRIDGE THAT SPANS THE EAST
 JK1066'LIMB OF THE TRACK, AND ABOUT 125 FEET SOUTH OF THE TRACK.
 JK1066'
 JK1066'A STANDARD TRAVERSE STATION MARK DISK, SET IN THE TOP OF
 JK1066'A ROUND CONCRETE MONUMENT 5 FEET INTO THE GROUND AND PROJECTING
 JK1066'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1067 ***********************************************************************
 JK1067  DESIGNATION -  7G
 JK1067  PID         -  JK1067
 JK1067  STATE/COUNTY-  CO/PUEBLO
 JK1067  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1067
 JK1067                         *CURRENT SURVEY CONTROL
 JK1067  ___________________________________________________________________
 JK1067* NAD 83(1992)-  38 23 37.74088(N)    104 19 26.38648(W)     ADJUSTED  
 JK1067* NAVD 88     -      1476.39   (+/-2cm)    4843.8    (feet)  VERTCON   
 JK1067  ___________________________________________________________________
 JK1067  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 JK1067  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 JK1067
 JK1067  HORZ ORDER  -  SECOND
 JK1067  VERT ORDER  -  THIRD ? (See Below)
 JK1067
 JK1067.The horizontal coordinates were established by classical geodetic methods
 JK1067.and adjusted by the National Geodetic Survey in January 1993..
 JK1067
 JK1067.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1067.The vertical order pertains to the NGVD 29 superseded value.
 JK1067
 JK1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1067
 JK1067.The geoid height was determined by GEOID03.
 JK1067
 JK1067;                    North         East     Units Scale Factor Converg.
 JK1067;SPC CO S     -   497,139.028 1,017,134.887   MT  0.99999303   +0 43 16.8
 JK1067;SPC CO S     - 1,631,030.29  3,337,050.04   sFT  0.99999303   +0 43 16.8
 JK1067;UTM  13      - 4,249,727.583   559,032.842   MT  0.99964292   +0 25 11.5
 JK1067
 JK1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1067!SPC CO S     -   0.99977153  x   0.99999303  =   0.99976456
 JK1067!UTM  13      -   0.99977153  x   0.99964292  =   0.99941453
 JK1067
 JK1067                          SUPERSEDED SURVEY CONTROL
 JK1067
 JK1067  NAD 83(1986)-  38 23 37.72897(N)    104 19 26.38184(W) AD(       ) 2
 JK1067  NAD 27      -  38 23 37.73430(N)    104 19 24.50031(W) AD(       ) 2
 JK1067  NGVD 29 (07/19/86) 1475.55   (m)         4841.0    (f) LEVELING    3  
 JK1067
 JK1067.Superseded values are not recommended for survey control.
 JK1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1067.See file dsdata.txt to determine how the superseded data were derived.
 JK1067
 JK1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5903349728(NAD 83)
 JK1067
 JK1067  HISTORY     - Date     Condition        Report By
 JK1067  HISTORY     - UNK      MONUMENTED
 JK1067  HISTORY     - 1975     GOOD             NGS
 JK1067
 JK1067                          STATION DESCRIPTION
 JK1067
 JK1067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1067'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1067'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1067'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS
 JK1067'3.85 MILES SOUTH, SOUTHWEST AND WEST ALONG THE EAST AND SOUTH
 JK1067'LIMBS OF THE HIGH SPEED TRACK FROM A CONCRETE BRIDGE THAT SPANS
 JK1067'THE EAST LIMB OF THE TRACK AND ABOUT 75 FEET NORTH OF THE TRACK.
 JK1067'
 JK1067'A STANDARD TRAVERSE STATION MARK DISK, SET IN THE TOP OF
 JK1067'A ROUND CONCRETE MONUMENT 5 FEET INTO THE GROUND AND PROJECTING
 JK1067'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1068 ***********************************************************************
 JK1068  DESIGNATION -  7H
 JK1068  PID         -  JK1068
 JK1068  STATE/COUNTY-  CO/PUEBLO
 JK1068  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1068
 JK1068                         *CURRENT SURVEY CONTROL
 JK1068  ___________________________________________________________________
 JK1068* NAD 83(1992)-  38 23 36.76115(N)    104 19 34.45998(W)     ADJUSTED  
 JK1068* NAVD 88     -      1477.55   (+/-2cm)    4847.6    (feet)  VERTCON   
 JK1068  ___________________________________________________________________
 JK1068  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 JK1068  GEOID HEIGHT-         -19.96  (meters)                     GEOID03
 JK1068
 JK1068  HORZ ORDER  -  SECOND
 JK1068  VERT ORDER  -  THIRD ? (See Below)
 JK1068
 JK1068.The horizontal coordinates were established by classical geodetic methods
 JK1068.and adjusted by the National Geodetic Survey in January 1993..
 JK1068
 JK1068.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1068.The vertical order pertains to the NGVD 29 superseded value.
 JK1068
 JK1068.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1068
 JK1068.The geoid height was determined by GEOID03.
 JK1068
 JK1068;                    North         East     Units Scale Factor Converg.
 JK1068;SPC CO S     -   497,106.357 1,016,939.365   MT  0.99999298   +0 43 11.9
 JK1068;SPC CO S     - 1,630,923.11  3,336,408.57   sFT  0.99999298   +0 43 11.9
 JK1068;UTM  13      - 4,249,695.953   558,837.219   MT  0.99964263   +0 25 06.4
 JK1068
 JK1068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1068!SPC CO S     -   0.99977135  x   0.99999298  =   0.99976433
 JK1068!UTM  13      -   0.99977135  x   0.99964263  =   0.99941406
 JK1068
 JK1068                          SUPERSEDED SURVEY CONTROL
 JK1068
 JK1068  NAD 83(1986)-  38 23 36.74924(N)    104 19 34.45533(W) AD(       ) 2
 JK1068  NAD 27      -  38 23 36.75451(N)    104 19 32.57357(W) AD(       ) 2
 JK1068  NGVD 29 (07/19/86) 1476.71   (m)         4844.8    (f) LEVELING    3  
 JK1068
 JK1068.Superseded values are not recommended for survey control.
 JK1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1068.See file dsdata.txt to determine how the superseded data were derived.
 JK1068
 JK1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5883749696(NAD 83)
 JK1068
 JK1068  HISTORY     - Date     Condition        Report By
 JK1068  HISTORY     - UNK      MONUMENTED
 JK1068  HISTORY     - 1975     GOOD             NGS
 JK1068
 JK1068                          STATION DESCRIPTION
 JK1068
 JK1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1068'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1068'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1068'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS
 JK1068'4.0 MILES SOUTH, SOUTHWEST AND WEST ALONG THE EAST AND SOUTH LIMBS
 JK1068'OF THE HIGH SPEED TRACK FROM A CONCRETE BRIDGE THAT SPANS THE EAST
 JK1068'LIMB OF THE TRACK AND ABOUT 75 FEET NORTH OF THE TRACK.
 JK1068'
 JK1068'A STANDARD TRAVERSE STATION MARK DISK, SET IN THE TOP OF A
 JK1068'ROUND CONCRETE MONUMENT 5 FEET INTO THE GROUND AND PROJECTING
 JK1068'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5945 ***********************************************************************
 AI5945  SACS        -  This is a Secondary Airport Control Station.
 AI5945  DESIGNATION -  7V1 A
 AI5945  PID         -  AI5945
 AI5945  STATE/COUNTY-  CO/CHAFFEE
 AI5945  USGS QUAD   -  BUENA VISTA EAST (1994)
 AI5945
 AI5945                         *CURRENT SURVEY CONTROL
 AI5945  ___________________________________________________________________
 AI5945* NAD 83(1992)-  38 48 14.88902(N)    106 07 03.86350(W)     ADJUSTED  
 AI5945* NAVD 88     -      2410.72   (meters)    7909.2    (feet)  GPS OBS   
 AI5945  ___________________________________________________________________
 AI5945  X           -  -1,382,189.016 (meters)                     COMP
 AI5945  Y           -  -4,783,147.344 (meters)                     COMP
 AI5945  Z           -   3,976,897.579 (meters)                     COMP
 AI5945  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 AI5945  ELLIP HEIGHT-        2396.60  (meters)          (10/21/02) GPS OBS
 AI5945  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 AI5945
 AI5945  HORZ ORDER  -  FIRST
 AI5945  ELLP ORDER  -  FIFTH     CLASS I
 AI5945
 AI5945.This mark is at Central Colorado Regional Airport  (7V1)
 AI5945
 AI5945.The horizontal coordinates were established by GPS observations
 AI5945.and adjusted by the National Geodetic Survey in June 2000..
 AI5945
 AI5945.The orthometric height was determined by GPS observations and a
 AI5945.high-resolution geoid model.
 AI5945
 AI5945.GPS derived orthometric heights for airport stations designated as
 AI5945.PACS or SACS are published to 2 decimal places.  This maintains
 AI5945.centimeter relative accuracy between the PACS and SACS.  It does
 AI5945.not indicate centimeter accuracy relative to other marks which are
 AI5945.part of the NAVD 88 network.
 AI5945
 AI5945.Photographs are available for this station.
 AI5945
 AI5945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5945
 AI5945.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5945
 AI5945.The ellipsoidal height was determined by GPS observations
 AI5945.and is referenced to NAD 83.
 AI5945
 AI5945.The geoid height was determined by GEOID03.
 AI5945
 AI5945;                    North         East     Units Scale Factor Converg.
 AI5945;SPC CO C     -   412,748.896   860,745.162   MT  0.99994926   -0 23 22.6
 AI5945;SPC CO C     - 1,354,160.34  2,823,961.42   sFT  0.99994926   -0 23 22.6
 AI5945;UTM  13      - 4,295,634.983   402,945.335   MT  0.99971599   -0 42 01.8
 AI5945
 AI5945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5945!SPC CO C     -   0.99962412  x   0.99994926  =   0.99957339
 AI5945!UTM  13      -   0.99962412  x   0.99971599  =   0.99934021
 AI5945
 AI5945                          SUPERSEDED SURVEY CONTROL
 AI5945
 AI5945  ELLIP H (06/30/00) 2396.59   (m)                       GP(       ) 1 1
 AI5945
 AI5945.Superseded values are not recommended for survey control.
 AI5945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5945.See file dsdata.txt to determine how the superseded data were derived.
 AI5945
 AI5945_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC0294595635(NAD 83)
 AI5945_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5945_STAMPING: 7V1 A 1999
 AI5945_MARK LOGO: NGS   
 AI5945_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5945+STABILITY: SURFACE MOTION
 AI5945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5945+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5945
 AI5945  HISTORY     - Date     Condition        Report By
 AI5945  HISTORY     - 1999     MONUMENTED       NGS
 AI5945
 AI5945                          STATION DESCRIPTION
 AI5945
 AI5945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5945'THE STATION IS LOCATED ABOUT 2 MI (3.2 KM) WEST OF JOHNSON VILLAGE, 2
 AI5945'MI (3.2 KM) SOUTH OF BUENA VISTA AND 0.75 MI (1.21 KM) WEST OF THE
 AI5945'INTERSECTION OF U.  S.  HIGHWAY 24, U.S.  HIGHWAY 285 AND U.S.
 AI5945'HIGHWAYS 24/285, IN THE SOUTHEAST 1/4 OF SECTION 28, T 14 S, R 8 E.
 AI5945'ACCESS TO THE AIRPORT IS NOT CONTROLLED.  PERMISSION TO USE THIS
 AI5945'STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER, MR.  DANA BRENNER,
 AI5945'16065 BURT GULCH ROAD, BUENA VISTA, CO 81211, TELEPHONE - 719-395-2496
 AI5945'OWNERSHIP--CENTRAL COLORADO REGIONAL AIRPORT
 AI5945'TO REACH THE STATION FROM THE THE INTERSECTION OF U.  S.  HIGHWAY 24,
 AI5945'U.S.  HIGHWAY 285 AND U.S.  HIGHWAY 24/285, GO NORTH ON U.  S. HIGHWAY
 AI5945'24 FOR 1.25 MI (2.01 KM) TO A SIDE ROAD LEFT, COUNTY ROAD 319.  TURN
 AI5945'LEFT, WEST, ON COUNTY ROAD 319 FOR 0.2 MI (0.3 KM) TO AN INTERSECTION.
 AI5945'TURN LEFT, SOUTH, ON COUNTY ROAD 319 FOR 0.15 MI (0.24 KM) TO THE
 AI5945'ENTRANCE OF THE AIRPORT.  PASS THROUGH THE GATE AND ENTER THE APRON
 AI5945'BEHIND THE AIRPORT TERMINAL.  BEAR SOUTHEAST ACROSS THE APRON 0.1 MI
 AI5945'(0.2 KM) TO TAXIWAY A AND RAMP A-5.  TURN SOUTH-SOUTHEAST ON TAXIWAY A
 AI5945'FOR 1.37 MI (2.20 KM) TO THE STATION ON THE LEFT
 AI5945'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 AI5945'POST FLUSH WITH THE GROUND.  IT IS 39.0 M (128.0 FT) WEST-SOUTHWEST
 AI5945'FROM THE CENTER LINE OF THE TAXIWAY, 14.0 M (45.9 FT) EAST-NORTHEAST
 AI5945'FROM THE BOUNDARY FENCE AND WITNESS POST AND ABOUT 1.2 M (3.9 FT)
 AI5945'ABOVE THE TAXIWAY.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AI5945'CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5944 ***********************************************************************
 AI5944  PACS        -  This is a Primary Airport Control Station.
 AI5944  DESIGNATION -  7V1 B
 AI5944  PID         -  AI5944
 AI5944  STATE/COUNTY-  CO/CHAFFEE
 AI5944  USGS QUAD   -  BUENA VISTA EAST (1994)
 AI5944
 AI5944                         *CURRENT SURVEY CONTROL
 AI5944  ___________________________________________________________________
 AI5944* NAD 83(1992)-  38 48 57.72870(N)    106 07 23.12229(W)     ADJUSTED  
 AI5944* NAVD 88     -      2421.30   (meters)    7943.9    (feet)  GPS OBS   
 AI5944  ___________________________________________________________________
 AI5944  X           -  -1,382,407.901 (meters)                     COMP
 AI5944  Y           -  -4,782,230.547 (meters)                     COMP
 AI5944  Z           -   3,977,934.014 (meters)                     COMP
 AI5944  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 AI5944  ELLIP HEIGHT-        2407.23  (meters)          (10/21/02) GPS OBS
 AI5944  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 AI5944
 AI5944  HORZ ORDER  -  B
 AI5944  ELLP ORDER  -  FIFTH     CLASS I
 AI5944
 AI5944.This mark is at Central Colorado Regional Airport  (7V1)
 AI5944
 AI5944.The horizontal coordinates were established by GPS observations
 AI5944.and adjusted by the National Geodetic Survey in June 2000..
 AI5944
 AI5944.The orthometric height was determined by GPS observations and a
 AI5944.high-resolution geoid model.
 AI5944
 AI5944.GPS derived orthometric heights for airport stations designated as
 AI5944.PACS or SACS are published to 2 decimal places.  This maintains
 AI5944.centimeter relative accuracy between the PACS and SACS.  It does
 AI5944.not indicate centimeter accuracy relative to other marks which are
 AI5944.part of the NAVD 88 network.
 AI5944
 AI5944.Photographs are available for this station.
 AI5944
 AI5944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5944
 AI5944.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5944
 AI5944.The ellipsoidal height was determined by GPS observations
 AI5944.and is referenced to NAD 83.
 AI5944
 AI5944.The geoid height was determined by GEOID03.
 AI5944
 AI5944;                    North         East     Units Scale Factor Converg.
 AI5944;SPC CO C     -   414,073.002   860,289.560   MT  0.99994821   -0 23 34.7
 AI5944;SPC CO C     - 1,358,504.51  2,822,466.66   sFT  0.99994821   -0 23 34.7
 AI5944;UTM  13      - 4,296,961.234   402,497.030   MT  0.99971707   -0 42 14.5
 AI5944
 AI5944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5944!SPC CO C     -   0.99962245  x   0.99994821  =   0.99957068
 AI5944!UTM  13      -   0.99962245  x   0.99971707  =   0.99933963
 AI5944
 AI5944                          SUPERSEDED SURVEY CONTROL
 AI5944
 AI5944  ELLIP H (06/30/00) 2407.22   (m)                       GP(       ) 1 1
 AI5944
 AI5944.Superseded values are not recommended for survey control.
 AI5944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5944.See file dsdata.txt to determine how the superseded data were derived.
 AI5944
 AI5944_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC0249796961(NAD 83)
 AI5944_MARKER: I = METAL ROD
 AI5944_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI5944+WITH SETTING: INFORMATION.
 AI5944_STAMPING: 7V1 B 1999
 AI5944_MARK LOGO: NGS   
 AI5944_PROJECTION: FLUSH
 AI5944_MAGNETIC: I = MARKER IS A STEEL ROD
 AI5944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5944+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5944_ROD/PIPE-DEPTH: 2.3  meters
 AI5944_SLEEVE-DEPTH  : 0.9 meters
 AI5944
 AI5944  HISTORY     - Date     Condition        Report By
 AI5944  HISTORY     - 1999     MONUMENTED       NGS
 AI5944
 AI5944                          STATION DESCRIPTION
 AI5944
 AI5944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5944'THE STATION IS LOCATED ABOUT 2 MI (3.2 KM) WEST OF JOHNSON VILLAGE, 2
 AI5944'MI (3.2 KM) SOUTH OF BUENA VISTA AND 0.75 MI (1.21 KM) WEST OF THE
 AI5944'INTERSECTION OF U.  S.  HIGHWAY 24, U.S.  HIGHWAY 285 AND U.S.
 AI5944'HIGHWAYS 24/285, IN THE SOUTHWEST 1/4 OF SECTION 21, T 14 S, R 8 E.
 AI5944'ACCESS TO THE AIRPORT IS NOT CONTROLLED.  PERMISSION TO USE THIS
 AI5944'STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER, MR.  DANA BRENNER,
 AI5944'16065 BURT GULCH ROAD, BUENA VISTA, CO 81211, TELEPHONE - 719-395-2496
 AI5944'OWNERSHIP--CENTRAL COLORADO REGIONAL AIRPORT
 AI5944'TO REACH THE STATION FROM THE THE INTERSECTION OF U.  S.  HIGHWAY 24,
 AI5944'U.S.  HIGHWAY 285 AND U.S.  HIGHWAY 24/285, GO NORTH ON U.  S. HIGHWAY
 AI5944'24 FOR 1.25 MI (2.01 KM) TO A SIDE ROAD LEFT, COUNTY ROAD 319.  TURN
 AI5944'LEFT, WEST, ON COUNTY ROAD 319 FOR 0.2 MI (0.3 KM) TO AN INTERSECTION.
 AI5944'TURN LEFT, SOUTH, ON COUNTY ROAD 319 FOR 0.15 MI (0.24 KM) TO THE
 AI5944'ENTRANCE OF THE AIRPORT.  PASS THROUGH THE GATE AND ENTER THE APRON
 AI5944'BEHIND THE AIRPORT TERMINAL.  BEAR SOUTHEAST ACROSS THE APRON 0.1 MI
 AI5944'(0.2 KM) TO TAXIWAY A AND RAMP A-5.  TURN SOUTH-SOUTHEAST ON TAXIWAY A
 AI5944'FOR 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT
 AI5944'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 2.3 M (7.5 FT) LONG
 AI5944'STAINLESS STEEL DRIVEN TO REFUSAL, ENCASED IN A 0.9 M (3.0 FT) LONG
 AI5944'GREASED SLEEVE PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID,
 AI5944'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 44.1 M
 AI5944'(144.7 FT) WEST-SOUTHWEST FROM THE CENTER LINE OF TAXIWAY A, 17.2 M
 AI5944'(56.4 FT) WEST-SOUTHWEST FROM THE EDGE OF A CUT, 10.9 M (35.8 FT)
 AI5944'NORTH FROM A FENCE CORNER, 9.6 M (31.5 FT) NORTHWEST FROM A BOUNDARY
 AI5944'FENCE INTERSECTION AND WITNESS POST, 6.6 M (21.7 FT) EAST-NORTHEAST
 AI5944'FROM THE BOUNDARY FENCE AND ABOUT 1.2 M (3.9 FT) ABOVE THE TAXIWAY A.
 AI5944'THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5946 ***********************************************************************
 AI5946  SACS        -  This is a Secondary Airport Control Station.
 AI5946  DESIGNATION -  7V1 C
 AI5946  PID         -  AI5946
 AI5946  STATE/COUNTY-  CO/CHAFFEE
 AI5946  USGS QUAD   -  BUENA VISTA EAST (1994)
 AI5946
 AI5946                         *CURRENT SURVEY CONTROL
 AI5946  ___________________________________________________________________
 AI5946* NAD 83(1992)-  38 49 20.85835(N)    106 07 25.69342(W)     ADJUSTED  
 AI5946* NAVD 88     -      2421.43   (meters)    7944.3    (feet)  GPS OBS   
 AI5946  ___________________________________________________________________
 AI5946  X           -  -1,382,343.332 (meters)                     COMP
 AI5946  Y           -  -4,781,783.753 (meters)                     COMP
 AI5946  Z           -   3,978,490.030 (meters)                     COMP
 AI5946  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 AI5946  ELLIP HEIGHT-        2407.39  (meters)          (10/21/02) GPS OBS
 AI5946  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 AI5946
 AI5946  HORZ ORDER  -  FIRST
 AI5946  ELLP ORDER  -  FIFTH     CLASS I
 AI5946
 AI5946.This mark is at Central Colorado Regional Airport  (7V1)
 AI5946
 AI5946.The horizontal coordinates were established by GPS observations
 AI5946.and adjusted by the National Geodetic Survey in June 2000..
 AI5946
 AI5946.The orthometric height was determined by GPS observations and a
 AI5946.high-resolution geoid model.
 AI5946
 AI5946.GPS derived orthometric heights for airport stations designated as
 AI5946.PACS or SACS are published to 2 decimal places.  This maintains
 AI5946.centimeter relative accuracy between the PACS and SACS.  It does
 AI5946.not indicate centimeter accuracy relative to other marks which are
 AI5946.part of the NAVD 88 network.
 AI5946
 AI5946.Photographs are available for this station.
 AI5946
 AI5946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5946
 AI5946.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5946
 AI5946.The ellipsoidal height was determined by GPS observations
 AI5946.and is referenced to NAD 83.
 AI5946
 AI5946.The geoid height was determined by GEOID03.
 AI5946
 AI5946;                    North         East     Units Scale Factor Converg.
 AI5946;SPC CO C     -   414,786.615   860,232.433   MT  0.99994766   -0 23 36.3
 AI5946;SPC CO C     - 1,360,845.75  2,822,279.24   sFT  0.99994766   -0 23 36.3
 AI5946;UTM  13      - 4,297,674.982   402,443.791   MT  0.99971719   -0 42 16.5
 AI5946
 AI5946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5946!SPC CO C     -   0.99962242  x   0.99994766  =   0.99957010
 AI5946!UTM  13      -   0.99962242  x   0.99971719  =   0.99933972
 AI5946
 AI5946                          SUPERSEDED SURVEY CONTROL
 AI5946
 AI5946  ELLIP H (06/30/00) 2407.38   (m)                       GP(       ) 1 1
 AI5946
 AI5946.Superseded values are not recommended for survey control.
 AI5946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5946.See file dsdata.txt to determine how the superseded data were derived.
 AI5946
 AI5946_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC0244497675(NAD 83)
 AI5946_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5946_STAMPING: 7V1 C 1999
 AI5946_MARK LOGO: NGS   
 AI5946_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5946+STABILITY: SURFACE MOTION
 AI5946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5946+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5946
 AI5946  HISTORY     - Date     Condition        Report By
 AI5946  HISTORY     - 1999     MONUMENTED       NGS
 AI5946
 AI5946                          STATION DESCRIPTION
 AI5946
 AI5946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5946'THE STATION IS LOCATED ABOUT 2 MI (3.2 KM) WEST OF JOHNSON VILLAGE, 2
 AI5946'MI (3.2 KM) SOUTH OF BUENA VISTA AND 0.75 MI (1.21 KM) WEST OF THE
 AI5946'INTERSECTION OF U.  S.  HIGHWAY 24, U.S.  HIGHWAY 285 AND U.S.
 AI5946'HIGHWAYS 24/285, IN THE NORTHWEST 1/4 OF SECTION 21, T 14 S, R 8 E.
 AI5946'ACCESS TO THE AIRPORT IS NOT CONTROLLED.  PERMISSION TO USE THIS
 AI5946'STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER, MR.  DANA BRENNER,
 AI5946'16065 BURT GULCH ROAD, BUENA VISTA, CO 81211, TELEPHONE - 719-395-2496
 AI5946'OWNERSHIP--CENTRAL COLORADO REGIONAL AIRPORT
 AI5946'TO REACH THE STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY 24, U.S.
 AI5946'HIGHWAY 285 AND U.S.  HIGHWAY 24/285, GO NORTH ON U.  S. HIGHWAY 24
 AI5946'FOR 1.25 MI (2.01 KM) TO A SIDE ROAD LEFT, COUNTY ROAD 319.  TURN
 AI5946'LEFT, WEST, ON COUNTY ROAD 319 FOR 0.2 MI (0.3 KM) TO AN INTERSECTION.
 AI5946'TURN LEFT, SOUTH, ON COUNTY ROAD 319 FOR 0.15 MI (0.24 KM) TO THE
 AI5946'ENTRANCE OF THE AIRPORT.  PASS THROUGH THE GATE AND ENTER THE APRON
 AI5946'BEHIND THE AIRPORT TERMINAL.  BEAR SOUTHEAST ACROSS THE APRON 0.1 MI
 AI5946'(0.2 KM) TO TAXIWAY A AND RAMP A-5.  TAKE RAMP A-5 TO THE RUNWAY FOR
 AI5946'0.1 MI (0.2 KM) AND THE STATION ON THE EASTSIDE OF THE RUNWAY NEXT TO
 AI5946'THE WINDSOCK
 AI5946'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 AI5946'POST FLUSH WITH THE GROUND.  IT IS 40.3 M (132.2 FT) EAST-NORTHEAST
 AI5946'FROM THE CENTERLINE OF THE RUNWAY, 29.5 M (96.8 FT) SOUTHEAST FROM THE
 AI5946'TOP CENTER OF AN ORANGE PAPI LIGHT CONTROL BOX, 26.5 M (86.9 FT)
 AI5946'SOUTHEAST FROM THE EXTENDED CENTERLINE OF RAMP A-5, 13.3 M (43.6 FT)
 AI5946'SOUTHEAST FROM A WINDSOCK, 6.0 M (19.7 FT) WEST-SOUTHWEST FROM THE
 AI5946'EDGE OF A FILL, 0.6 M (2.0 FT) SOUTHWEST FROM A WITNESS POST AND ABOUT
 AI5946'0.5 M (1.6 FT) BELOW THE RUNWAY.  THIS STATION IS DESIGNATED AS A
 AI5946'SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0219 ***********************************************************************
 LK0219  DESIGNATION -  8
 LK0219  PID         -  LK0219
 LK0219  STATE/COUNTY-  CO/LOGAN
 LK0219  USGS QUAD   -  ATWOOD (1951)
 LK0219
 LK0219                         *CURRENT SURVEY CONTROL
 LK0219  ___________________________________________________________________
 LK0219* NAD 83(1986)-  40 34 43.     (N)    103 21 13.     (W)     SCALED    
 LK0219* NAVD 88     -      1245.850  (meters)    4087.43   (feet)  ADJUSTED  
 LK0219  ___________________________________________________________________
 LK0219  GEOID HEIGHT-         -19.57  (meters)                     GEOID03
 LK0219  DYNAMIC HT  -        1244.919 (meters)    4084.37  (feet)  COMP
 LK0219  MODELED GRAV-     979,834.7   (mgal)                       NAVD 88
 LK0219
 LK0219  VERT ORDER  -  SECOND    CLASS 0
 LK0219
 LK0219.The horizontal coordinates were scaled from a topographic map and have
 LK0219.an estimated accuracy of +/- 6 seconds.
 LK0219
 LK0219.The orthometric height was determined by differential leveling
 LK0219.and adjusted by the National Geodetic Survey in June 1991..
 LK0219
 LK0219.The geoid height was determined by GEOID03.
 LK0219
 LK0219.The dynamic height is computed by dividing the NAVD 88
 LK0219.geopotential number by the normal gravity value computed on the
 LK0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0219.degrees latitude (g = 980.6199 gals.).
 LK0219
 LK0219.The modeled gravity was interpolated from observed gravity values.
 LK0219
 LK0219;                    North         East    Units  Estimated Accuracy
 LK0219;SPC CO N     -   445,270.    1,096,110.      MT  (+/- 180 meters Scaled)
 LK0219
 LK0219                          SUPERSEDED SURVEY CONTROL
 LK0219
 LK0219  NGVD 29 (??/??/92) 1245.280  (m)         4085.56   (f) ADJ UNCH    2 0
 LK0219
 LK0219.Superseded values are not recommended for survey control.
 LK0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0219.See file dsdata.txt to determine how the superseded data were derived.
 LK0219
 LK0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE393932(NAD 83)
 LK0219_MARKER: DD = SURVEY DISK
 LK0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0219_STAMPING: STA NO 8 4085.601
 LK0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0219+STABILITY: SURFACE MOTION
 LK0219
 LK0219  HISTORY     - Date     Condition        Report By
 LK0219  HISTORY     - UNK      MONUMENTED       COGS
 LK0219  HISTORY     - 1941     GOOD             NGS
 LK0219
 LK0219                          STATION DESCRIPTION
 LK0219
 LK0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LK0219'8.6 MI W FROM STERLING.
 LK0219'5.6 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LK0219'FROM THE STATION AT STERLING, LOGAN COUNTY, 840 FEET WEST OF
 LK0219'MILEPOST 238, 93.2 FEET NORTH OF THE NORTH RAIL, 31.3 FEET EAST OF
 LK0219'THE CENTERLINE OF A ROAD, AND 3.9 FEET SOUTHWEST OF A CORNER
 LK0219'FENCE POST.  A STATE SURVEY STANDARD DISK, STAMPED STA NO 8
 LK0219'4085.601 AND SET IN THE TOP OF A CONCRETE POST.
 LK0219'NOTE--1941 REPORT MARK IS PROBABLY COVERED BY NEW ROAD CROSSING
 LK0219'LEADING TO A FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1747 ***********************************************************************
 KK1747  DESIGNATION -  8
 KK1747  PID         -  KK1747
 KK1747  STATE/COUNTY-  CO/JEFFERSON
 KK1747  USGS QUAD   -  LAFAYETTE (1994)
 KK1747
 KK1747                         *CURRENT SURVEY CONTROL
 KK1747  ___________________________________________________________________
 KK1747* NAD 83(1992)-  39 53 31.43410(N)    105 04 31.10386(W)     ADJUSTED  
 KK1747* NAVD 88     -      1640.4    (meters)    5382.     (feet)  VERTCON   
 KK1747  ___________________________________________________________________
 KK1747  LAPLACE CORR-         -11.08  (seconds)                    DEFLEC99
 KK1747  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 KK1747
 KK1747  HORZ ORDER  -  SECOND
 KK1747
 KK1747.The horizontal coordinates were established by classical geodetic methods
 KK1747.and adjusted by the National Geodetic Survey in January 1993..
 KK1747
 KK1747.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1747
 KK1747.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1747
 KK1747.The geoid height was determined by GEOID03.
 KK1747
 KK1747;                    North         East     Units Scale Factor Converg.
 KK1747;SPC CO C     -   533,430.791   950,726.071   MT  1.00003120   +0 16 04.3
 KK1747;SPC CO C     - 1,750,097.52  3,119,173.78   sFT  1.00003120   +0 16 04.3
 KK1747;UTM  13      - 4,415,780.318   493,561.739   MT  0.99960051   -0 02 53.9
 KK1747
 KK1747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1747!SPC CO C     -   0.99974536  x   1.00003120  =   0.99977655
 KK1747!UTM  13      -   0.99974536  x   0.99960051  =   0.99934597
 KK1747
 KK1747|---------------------------------------------------------------------|
 KK1747| PID    Reference Object                     Distance      Geod. Az  |
 KK1747|                                                           dddmmss.s |
 KK1747| CP7184 8 RM 1                               11.896 METERS 06219     |
 KK1747| CP7185 8 RM 2                                9.028 METERS 15536     |
 KK1747| CP7183 8 AZ MK                                            3351401.1 |
 KK1747|---------------------------------------------------------------------|
 KK1747
 KK1747                          SUPERSEDED SURVEY CONTROL
 KK1747
 KK1747  NAD 83(1986)-  39 53 31.43000(N)    105 04 31.10183(W) AD(       ) 2
 KK1747  NAD 27      -  39 53 31.48359(N)    105 04 29.16193(W) AD(       ) 2
 KK1747  NGVD 29 (07/19/86) 1639.5    (m)         5379.     (f) VERT ANG       
 KK1747
 KK1747.Superseded values are not recommended for survey control.
 KK1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1747.See file dsdata.txt to determine how the superseded data were derived.
 KK1747
 KK1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE9356215780(NAD 83)
 KK1747_MARKER: DD = SURVEY DISK
 KK1747_SETTING: 0 = UNSPECIFIED SETTING
 KK1747
 KK1747  HISTORY     - Date     Condition        Report By
 KK1747  HISTORY     - 1977     MONUMENTED       CO-059
 KK1747
 KK1747                          STATION DESCRIPTION
 KK1747
 KK1747'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1747'THE STATION IS LOCATED 2 MILES SOUTHEAST OF BROOMFIELD 0.2 MILE
 KK1747'WEST OF THE EAST 1/4 CORNER OF SECTION 11, T 2 S, R 69 W.
 KK1747'
 KK1747'TO REACH THE STATION FROM 120TH AVENUE AND WADSWORTH
 KK1747'BOULEVARD IN BROOMFIELD, GO SOUTH ON OLD WADSWORTH ROAD FOR
 KK1747'0.9 MILE TO 112TH AVENUE.  TURN LEFT AND GO 0.2 MILE AROUND A
 KK1747'DOUBLE CURVE, FIRST RIGHT THEN LEFT, TO A RAILROAD CROSSING.
 KK1747'TURN RIGHT ONTO THE RAILROAD MAINTENANCE ROAD ALONG THE EAST
 KK1747'SIDE OF THE TRACK AND GO 0.6 MILE TO AN OVERPASS WHERE U.S.
 KK1747'HIGHWAY 36 FREEWAY GOES OVER THE TRACK.  THE STATION IS
 KK1747'LOCATED NEAR THE TOP OF A CONCRETE DRAINAGE FLUME 18 FEET EAST
 KK1747'OF THE NORTHEAST WINGALL OF THE OVERPASS.
 KK1747'
 KK1747'TO REACH THE AZIMUTH MARK, CONTINUE SOUTH ON WADSWORTH BEYOND
 KK1747'THE 112TH AVENUE JUNCTION FOR 0.2 MILE TO THE NORTHEAST
 KK1747'WINGWALL OF THE WADSWORTH OVERPASS U.S. HIGHWAY 36 FREEWAY.
 KK1747'
 KK1747'THE STATION MARK, STAMPED---8 JCMD 1977---, IS A 3-INCH BRONZE
 KK1747'DISK CEMENTED IN A DRILL HOLE NEAR THE TOP OF A CONCRETE
 KK1747'FLUME 18-1/2 FEET SOUTHEAST OF THE NORTHEAST WINGWALL CORNER
 KK1747'OF THE OVERPASS AND 20 FEET NORTHEAST OF THE NORTHBOUND
 KK1747'LANES OF THE FREEWAY.
 KK1747'
 KK1747'REFERENCE MARK 1, STAMPED---8 JCMD RM 1 1977---, IS A 3-INCH BRONZE
 KK1747'DISK SET IN A DRILL HOLE IN THE CONCRETE FLUME 43 FEET EAST OF
 KK1747'THE NORTHEAST WINGWALL OF THE OVERPASS AND 53 FEET EAST OF THE
 KK1747'CENTER OF THE NORTHBOUND LANES OF THE FREEWAY.
 KK1747'
 KK1747'REFERENCE MARK 2, STAMPED---8 JCMD RM 2 1977---, IS A 3-INCH
 KK1747'BRONZE DISK SET IN CONCRETE 48 FEET SOUTHEAST, PARALLEL TO ROAD
 KK1747'EDGE OF THE NORTHEAST WINGWALL CORNER OF THE OVERPASS AND 18
 KK1747'FEET NORTHEAST OF THE CENTER OF THE NORTH BOUND LANES OF THE
 KK1747'FREEWAY.
 KK1747'
 KK1747'THE AZIMUTH MARK, STAMPED---8 JCMD AZM 1977---, IS A BRONZE
 KK1747'DISK CEMENTED IN A DRILL HOLE IN THE NORTHEAST WINGWALL OF THE
 KK1747'WADSWORTH OVERPASS OVER HIGHWAY 36, 23-1/2 FEET EAST OF THE
 KK1747'CENTER OF WADSWORTH AND 54 FEET EAST OF THE CENTER OF THE
 KK1747'NORTHBOUND LANES OF THE FREEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0459 ***********************************************************************
 HJ0459  DESIGNATION -  8 CFD
 HJ0459  PID         -  HJ0459
 HJ0459  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0459  USGS QUAD   -  PAINTED CANYON (1984)
 HJ0459
 HJ0459                         *CURRENT SURVEY CONTROL
 HJ0459  ___________________________________________________________________
 HJ0459* NAD 83(1986)-  37 20 29.     (N)    103 53 38.     (W)     SCALED    
 HJ0459* NAVD 88     -      1592.829  (meters)    5225.81   (feet)  ADJUSTED  
 HJ0459  ___________________________________________________________________
 HJ0459  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 HJ0459  DYNAMIC HT  -        1591.038 (meters)    5219.93  (feet)  COMP
 HJ0459  MODELED GRAV-     979,449.7   (mgal)                       NAVD 88
 HJ0459
 HJ0459  VERT ORDER  -  THIRD
 HJ0459
 HJ0459.The horizontal coordinates were scaled from a topographic map and have
 HJ0459.an estimated accuracy of +/- 6 seconds.
 HJ0459
 HJ0459.The orthometric height was determined by differential leveling
 HJ0459.and adjusted by the National Geodetic Survey in August 1995..
 HJ0459
 HJ0459.The geoid height was determined by GEOID03.
 HJ0459
 HJ0459.The dynamic height is computed by dividing the NAVD 88
 HJ0459.geopotential number by the normal gravity value computed on the
 HJ0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0459.degrees latitude (g = 980.6199 gals.).
 HJ0459
 HJ0459.The modeled gravity was interpolated from observed gravity values.
 HJ0459
 HJ0459;                    North         East    Units  Estimated Accuracy
 HJ0459;SPC CO S     -   380,910.    1,056,710.      MT  (+/- 180 meters Scaled)
 HJ0459
 HJ0459                          SUPERSEDED SURVEY CONTROL
 HJ0459
 HJ0459.No superseded survey control is available for this station.
 HJ0459
 HJ0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB979333(NAD 83)
 HJ0459_MARKER: DB = BENCH MARK DISK
 HJ0459_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HJ0459+WITH SETTING: INFORMATION.
 HJ0459_SP_SET: METAL ROD DRIVEN INTO GROUND
 HJ0459_STAMPING: 8 CFD 1970
 HJ0459_MARK LOGO: USGS  
 HJ0459_MAGNETIC: I = MARKER IS A STEEL ROD
 HJ0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HJ0459
 HJ0459  HISTORY     - Date     Condition        Report By
 HJ0459  HISTORY     - 1970     MONUMENTED       USGS
 HJ0459
 HJ0459                          STATION DESCRIPTION
 HJ0459
 HJ0459'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HJ0459'FROM THE JUNCTION OF COLORADO STATE HIGHWAY 389 AND U.S. HIGHWAY
 HJ0459'160, PROCEED 1.8 MILE (2.9 KM) EAST ALONG U.S. HIGHWAY 160 TO A
 HJ0459'CROSSROAD INTERSECTION, THENCE PROCEED 13.1 MILES (21.1 KM) NORTHWEST
 HJ0459'ALONG A COUNTY ROAD KNOWN AS PIPELINE ROAD, 100 FEET (30.5 M)
 HJ0459'NORTHEAST OF THE ROAD, 39 FEET (11.9 M) NORTH OF A TELEPHONE POLE,
 HJ0459'SET IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0011 ***********************************************************************
 LN0011  DESIGNATION -  8 DHW
 LN0011  PID         -  LN0011
 LN0011  STATE/COUNTY-  CO/MOFFAT
 LN0011  USGS QUAD   -  LONE MOUNTAIN (1986)
 LN0011
 LN0011                         *CURRENT SURVEY CONTROL
 LN0011  ___________________________________________________________________
 LN0011* NAD 83(1986)-  40 34 15.     (N)    108 26 23.     (W)     SCALED    
 LN0011* NAVD 88     -      1802.679  (meters)    5914.29   (feet)  ADJUSTED  
 LN0011  ___________________________________________________________________
 LN0011  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 LN0011  DYNAMIC HT  -        1800.994 (meters)    5908.76  (feet)  COMP
 LN0011  MODELED GRAV-     979,626.7   (mgal)                       NAVD 88
 LN0011
 LN0011  VERT ORDER  -  SECOND    CLASS 0
 LN0011
 LN0011.The horizontal coordinates were scaled from a topographic map and have
 LN0011.an estimated accuracy of +/- 6 seconds.
 LN0011
 LN0011.The orthometric height was determined by differential leveling
 LN0011.and adjusted by the National Geodetic Survey in June 1991..
 LN0011
 LN0011.The geoid height was determined by GEOID03.
 LN0011
 LN0011.The dynamic height is computed by dividing the NAVD 88
 LN0011.geopotential number by the normal gravity value computed on the
 LN0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0011.degrees latitude (g = 980.6199 gals.).
 LN0011
 LN0011.The modeled gravity was interpolated from observed gravity values.
 LN0011
 LN0011;                    North         East    Units  Estimated Accuracy
 LN0011;SPC CO N     -   446,330.      665,520.      MT  (+/- 180 meters Scaled)
 LN0011
 LN0011                          SUPERSEDED SURVEY CONTROL
 LN0011
 LN0011  NGVD 29 (??/??/92) 1801.383  (m)         5910.04   (f) ADJ UNCH    2 0
 LN0011
 LN0011.Superseded values are not recommended for survey control.
 LN0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0011.See file dsdata.txt to determine how the superseded data were derived.
 LN0011
 LN0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK167942(NAD 83)
 LN0011_MARKER: DD = SURVEY DISK
 LN0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0011_STAMPING: 5909 8 DHW 1955
 LN0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0011+STABILITY: SURFACE MOTION
 LN0011
 LN0011  HISTORY     - Date     Condition        Report By
 LN0011  HISTORY     - 1955     MONUMENTED       USGS
 LN0011  HISTORY     - 1962     GOOD             NGS
 LN0011
 LN0011                          STATION DESCRIPTION
 LN0011
 LN0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 LN0011'15.95 MI SE FROM GREYSTONE.
 LN0011'15.95 MILES SOUTHEAST ALONG COUNTY ROAD 10 FROM THE STORE AND POST
 LN0011'OFFICE AT GREYSTONE, 40 FEET EAST OF THE CENTER LINE OF THE ROAD, 65
 LN0011'FEET NORTHEAST OF THE NORTHEAST CORNER OF A CATTLEGUARD, 65 FEET
 LN0011'NORTH-NORTHEAST OF A SECTION CORNER POST, 62 FEET NORTH OF THE CENTER
 LN0011'OF A GATE, 1.2 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN
 LN0011'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 LN0011'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0394 ***********************************************************************
 KM0394  DESIGNATION -  8 FMK
 KM0394  PID         -  KM0394
 KM0394  STATE/COUNTY-  CO/MESA
 KM0394  USGS QUAD   -  BITTER CREEK WELL (1970)
 KM0394
 KM0394                         *CURRENT SURVEY CONTROL
 KM0394  ___________________________________________________________________
 KM0394* NAD 83(1986)-  39 12 42.     (N)    109 02 14.     (W)     SCALED    
 KM0394* NAVD 88     -      1490.377  (meters)    4889.68   (feet)  POSTED    
 KM0394  ___________________________________________________________________
 KM0394  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 KM0394  DYNAMIC HT  -        1488.940 (meters)    4884.96  (feet)  COMP
 KM0394  MODELED GRAV-     979,611.4   (mgal)                       NAVD 88
 KM0394
 KM0394  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KM0394
 KM0394.The horizontal coordinates were scaled from a topographic map and have
 KM0394.an estimated accuracy of +/- 6 seconds.
 KM0394
 KM0394.The orthometric height was determined by differential leveling
 KM0394.and adjusted by the National Geodetic Survey in 1992..
 KM0394.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KM0394.rate of 0.0 thru 1.0 mm/km.
 KM0394
 KM0394.The geoid height was determined by GEOID03.
 KM0394
 KM0394.The dynamic height is computed by dividing the NAVD 88
 KM0394.geopotential number by the normal gravity value computed on the
 KM0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0394.degrees latitude (g = 980.6199 gals.).
 KM0394
 KM0394.The modeled gravity was interpolated from observed gravity values.
 KM0394
 KM0394;                    North         East    Units  Estimated Accuracy
 KM0394;SPC CO C     -   463,750.      609,000.      MT  (+/- 180 meters Scaled)
 KM0394
 KM0394                          SUPERSEDED SURVEY CONTROL
 KM0394
 KM0394  NGVD 29 (??/??/92) 1489.281  (m)         4886.08   (f) ADJ UNCH    2 0
 KM0394
 KM0394.Superseded values are not recommended for survey control.
 KM0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0394.See file dsdata.txt to determine how the superseded data were derived.
 KM0394
 KM0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ694421(NAD 83)
 KM0394_MARKER: DB = BENCH MARK DISK
 KM0394_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KM0394_SP_SET: COPPER-CLAD STEEL ROD
 KM0394_STAMPING: 8 FMK 1969 4886
 KM0394_MARK LOGO: USGS  
 KM0394_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0394+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005
 KM0394
 KM0394  HISTORY     - Date     Condition        Report By
 KM0394  HISTORY     - 1969     MONUMENTED       USGS
 KM0394  HISTORY     - 20050322 GOOD             GEOCAC
 KM0394
 KM0394                          STATION DESCRIPTION
 KM0394
 KM0394'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 KM0394'FROM MACK, COLORADO, PROCEED 11.2 MILES NORTHWEST ALONG U. S.
 KM0394'HIGHWAYS 6 AND 50, 0.9 MILES NORTHEAST OF COLORADO-UTAH STATE LINE,
 KM0394'TO THE TOP OF A GRADE, 115 FEET SOUTHWEST OF A TRACK ROAD EAST, 54
 KM0394'FEET NORTHWEST AND 3 FEET HIGHER THAN THE CENTERLINE OF THE HIGHWAY,
 KM0394'WITNESS POST SET NEAR BENCH MARK, SET ON 10 FEET OF COPPER-COATED
 KM0394'STEEL ROD ENCASED IN A 6-INCH CONCRETE PIPEWHICH IS FLUSH WITH THE
 KM0394'GROUND.
 KM0394
 KM0394                          STATION RECOVERY (2005)
 KM0394
 KM0394'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0560 ***********************************************************************
 KJ0560  DESIGNATION -  8 GDD
 KJ0560  PID         -  KJ0560
 KJ0560  STATE/COUNTY-  CO/LINCOLN
 KJ0560  USGS QUAD   -  ELBA (1974)
 KJ0560
 KJ0560                         *CURRENT SURVEY CONTROL
 KJ0560  ___________________________________________________________________
 KJ0560* NAD 83(1986)-  39 54 58.     (N)    103 13 01.     (W)     SCALED    
 KJ0560* NAVD 88     -      1467.604  (meters)    4814.96   (feet)  ADJUSTED  
 KJ0560  ___________________________________________________________________
 KJ0560  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 KJ0560  DYNAMIC HT  -        1466.339 (meters)    4810.81  (feet)  COMP
 KJ0560  MODELED GRAV-     979,712.8   (mgal)                       NAVD 88
 KJ0560
 KJ0560  VERT ORDER  -  THIRD
 KJ0560
 KJ0560.The horizontal coordinates were scaled from a topographic map and have
 KJ0560.an estimated accuracy of +/- 6 seconds.
 KJ0560
 KJ0560.The orthometric height was determined by differential leveling
 KJ0560.and adjusted by the National Geodetic Survey in June 1991..
 KJ0560
 KJ0560.The geoid height was determined by GEOID03.
 KJ0560
 KJ0560.The dynamic height is computed by dividing the NAVD 88
 KJ0560.geopotential number by the normal gravity value computed on the
 KJ0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0560.degrees latitude (g = 980.6199 gals.).
 KJ0560
 KJ0560.The modeled gravity was interpolated from observed gravity values.
 KJ0560
 KJ0560;                    North         East    Units  Estimated Accuracy
 KJ0560;SPC CO C     -   538,470.    1,109,590.      MT  (+/- 180 meters Scaled)
 KJ0560
 KJ0560                          SUPERSEDED SURVEY CONTROL
 KJ0560
 KJ0560.No superseded survey control is available for this station.
 KJ0560
 KJ0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFE523199(NAD 83)
 KJ0560_MARKER: DB = BENCH MARK DISK
 KJ0560_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KJ0560_SP_SET: COPPER-CLAD STEEL ROD
 KJ0560_STAMPING: GDD 8 1972
 KJ0560_MARK LOGO: USGS  
 KJ0560_PROJECTION: PROJECTING 10 CENTIMETERS
 KJ0560_MAGNETIC: I = MARKER IS A STEEL ROD
 KJ0560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KJ0560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0560+SATELLITE: SATELLITE OBSERVATIONS - 1972
 KJ0560_ROD/PIPE-DEPTH: 9.45 meters
 KJ0560
 KJ0560  HISTORY     - Date     Condition        Report By
 KJ0560  HISTORY     - 1972     MONUMENTED       USGS
 KJ0560
 KJ0560                          STATION DESCRIPTION
 KJ0560
 KJ0560'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KJ0560'FROM THE U.S. POST OFFICE AT ANTON, COLORADO, PROCEED 11.6 MILES NORTH
 KJ0560'ALONG STATE HIGHWAY 63 TO A T-ROAD EAST, 54 FEET EAST AND 24 FEET
 KJ0560'NORTH OF THE T-ROAD EAST INTERSECTION, 2 FEET WEST OF A FENCE CORNER,
 KJ0560'2 FEET NORTHEAST OF AN IRON WITNESS POST, 2.5 FEET LOWER THAN THE
 KJ0560'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1390 ***********************************************************************
 JK1390  DESIGNATION -  8 RHM
 JK1390  PID         -  JK1390
 JK1390  STATE/COUNTY-  CO/PUEBLO
 JK1390  USGS QUAD   -  BEULAH (1994)
 JK1390
 JK1390                         *CURRENT SURVEY CONTROL
 JK1390  ___________________________________________________________________
 JK1390* NAD 83(1992)-  38 05 17.04813(N)    104 55 38.44756(W)     ADJUSTED  
 JK1390* NAVD 88     -      1863.3    (meters)    6113.     (feet)  GPS OBS   
 JK1390  ___________________________________________________________________
 JK1390  X           -  -1,295,146.046 (meters)                     COMP
 JK1390  Y           -  -4,858,184.015 (meters)                     COMP
 JK1390  Z           -   3,914,281.167 (meters)                     COMP
 JK1390  LAPLACE CORR-         -15.42  (seconds)                    DEFLEC99
 JK1390  ELLIP HEIGHT-        1845.92  (meters)          (12/03/02) GPS OBS
 JK1390  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 JK1390
 JK1390  HORZ ORDER  -  FIRST
 JK1390  ELLP ORDER  -  FOURTH    CLASS II
 JK1390
 JK1390.The horizontal coordinates were established by GPS observations
 JK1390.and adjusted by the National Geodetic Survey in August 1994..
 JK1390
 JK1390.The orthometric height was determined by GPS observations and a
 JK1390.high-resolution geoid model.
 JK1390
 JK1390.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1390
 JK1390.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1390
 JK1390.The ellipsoidal height was determined by GPS observations
 JK1390.and is referenced to NAD 83.
 JK1390
 JK1390.The geoid height was determined by GEOID03.
 JK1390
 JK1390;                    North         East     Units Scale Factor Converg.
 JK1390;SPC CO S     -   462,708.930   964,636.615   MT  0.99995519   +0 21 04.5
 JK1390;SPC CO S     - 1,518,070.88  3,164,811.96   sFT  0.99995519   +0 21 04.5
 JK1390;UTM  13      - 4,215,589.015   506,371.144   MT  0.99960050   +0 02 41.3
 JK1390
 JK1390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1390!SPC CO S     -   0.99971044  x   0.99995519  =   0.99966564
 JK1390!UTM  13      -   0.99971044  x   0.99960050  =   0.99931105
 JK1390
 JK1390                          SUPERSEDED SURVEY CONTROL
 JK1390
 JK1390  ELLIP H (08/30/94) 1845.93   (m)                       GP(       ) 4 1
 JK1390
 JK1390.Superseded values are not recommended for survey control.
 JK1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1390.See file dsdata.txt to determine how the superseded data were derived.
 JK1390
 JK1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC0637115589(NAD 83)
 JK1390_MARKER: DB = BENCH MARK DISK
 JK1390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1390_SP_SET: CONCRETE POST
 JK1390_STAMPING: 6109 8 RHM 1961
 JK1390_MARK LOGO: USGS  
 JK1390_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK1390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK1390+STABILITY: SURFACE MOTION
 JK1390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1390+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1993
 JK1390
 JK1390  HISTORY     - Date     Condition        Report By
 JK1390  HISTORY     - 1961     MONUMENTED       USGS
 JK1390  HISTORY     - 19930617 GOOD
 JK1390
 JK1390                          STATION DESCRIPTION
 JK1390
 JK1390'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 JK1390'STATION IS LOCATED ABOUT 12 MI (19.3 KM) NORTH OF RYE AND 4 MI
 JK1390'(6.4 KM)  EAST OF BUELAH IN SEC 31, T 22 S, R 67 W OF THE 6TH PM.
 JK1390'OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION RIGHT OF WAY
 JK1390'TO REACH THE STATION FROM THE JUNCTION OF S.H.45 (PUEBLO BLVD) AND S
 JK1390'.H.78 (BEULAH HIGHWAY), PROCEED WEST ON S.H. 78 18.0 MI (29.0 KM) TO
 JK1390'SILOAM ROAD, CONTINUE WEST ON S.H. 78 0.1 MI (0.2 KM) TO A PRIVATE
 JK1390'DRIVE ON THE SOUTH SIDE OF THE HIGHWAY, CONTINUE WEST ON S.H. 78 0.01
 JK1390'MI (0.02 KM) TO THE STATION ON THE LEFT AT MILEPOST 15.3.
 JK1390'STATION MARK IS A USGS BRASS BENCH MARK DISK SET INTO A CONCRETE POST
 JK1390'THAT LIES 21.94 M (71.98 FT) SOUTHWEST OF THE CENTERLINE OF S .H. 78,
 JK1390'4.88 M (16.01 FT) SOUTHEAST OF THE WEST EDGE OF AN ASPHALT DRIVE,
 JK1390'3.32 M (10.89 FT) WEST OF A PINE TREE, 0.43 M (1.41 FT)  NORTHWEST OF
 JK1390'A BARBED WIRE FENCE AND 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST.
 JK1390
 JK1390                          STATION RECOVERY (1993)
 JK1390
 JK1390'RECOVERED 1993
 JK1390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5108 ***********************************************************************
 AC5108  DESIGNATION -  8 WHS
 AC5108  PID         -  AC5108
 AC5108  STATE/COUNTY-  CO/PUEBLO
 AC5108  USGS QUAD   -  PINON (1974)
 AC5108
 AC5108                         *CURRENT SURVEY CONTROL
 AC5108  ___________________________________________________________________
 AC5108* NAD 83(1992)-  38 25 58.34360(N)    104 31 37.87022(W)     ADJUSTED  
 AC5108* NAVD 88     -      1589.1    (meters)    5214.     (feet)  GPS OBS   
 AC5108  ___________________________________________________________________
 AC5108  X           -  -1,255,183.617 (meters)                     COMP
 AC5108  Y           -  -4,843,952.113 (meters)                     COMP
 AC5108  Z           -   3,944,170.931 (meters)                     COMP
 AC5108  LAPLACE CORR-          -6.15  (seconds)                    DEFLEC99
 AC5108  ELLIP HEIGHT-        1569.83  (meters)          (12/03/02) GPS OBS
 AC5108  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 AC5108
 AC5108  HORZ ORDER  -  FIRST
 AC5108  ELLP ORDER  -  FOURTH    CLASS II
 AC5108
 AC5108.The horizontal coordinates were established by GPS observations
 AC5108.and adjusted by the National Geodetic Survey in January 1997..
 AC5108
 AC5108.The orthometric height was determined by GPS observations and a
 AC5108.high-resolution geoid model.
 AC5108
 AC5108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5108
 AC5108.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5108
 AC5108.The ellipsoidal height was determined by GPS observations
 AC5108.and is referenced to NAD 83.
 AC5108
 AC5108.The geoid height was determined by GEOID03.
 AC5108
 AC5108;                    North         East     Units Scale Factor Converg.
 AC5108;SPC CO S     -   501,270.032   999,340.228   MT  0.99999992   +0 35 48.1
 AC5108;SPC CO S     - 1,644,583.43  3,278,668.73   sFT  0.99999992   +0 35 48.1
 AC5108;UTM  13      - 4,253,950.818   541,266.703   MT  0.99962097   +0 17 38.1
 AC5108
 AC5108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5108!SPC CO S     -   0.99975374  x   0.99999992  =   0.99975366
 AC5108!UTM  13      -   0.99975374  x   0.99962097  =   0.99937481
 AC5108
 AC5108                          SUPERSEDED SURVEY CONTROL
 AC5108
 AC5108  ELLIP H (01/17/97) 1569.83   (m)                       GP(       ) 1 1
 AC5108
 AC5108.Superseded values are not recommended for survey control.
 AC5108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5108.See file dsdata.txt to determine how the superseded data were derived.
 AC5108
 AC5108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC4126753951(NAD 83)
 AC5108_MARKER: DB = BENCH MARK DISK
 AC5108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5108_STAMPING: 8 WHS 1954 5211
 AC5108_MARK LOGO: USGS  
 AC5108_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC5108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5108+STABILITY: SURFACE MOTION
 AC5108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5108+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2002
 AC5108
 AC5108  HISTORY     - Date     Condition        Report By
 AC5108  HISTORY     - 1954     MONUMENTED       USGS
 AC5108  HISTORY     - 20020613 GOOD             LOCSUR
 AC5108
 AC5108                          STATION DESCRIPTION
 AC5108
 AC5108'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 AC5108'THE STATION IS LOCATED IN NORTH-CENTRAL PUEBLO COUNTY ON THE APPELT
 AC5108'RANCH, 11.8 NORTH OF DOWNTOWN PUEBLO, 4.4 MI (7.1 KM) EAST-SOUTHEAST
 AC5108'OF THE PINON TRUCK STOP, 6.0 MI (9.7 KM) SOUTH OF THE PUEBLO-EL PASO
 AC5108'COUNTY LINE, AND IN THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION
 AC5108'2 T19S R64W OF THE 6TH PM.  OWNERSHIP--THE STATION IS SITUATED ON THE
 AC5108'APPELT RANCH, OWNED BY DR.  A.T.  SANDY MCCULLOUGH, 22500 SOUTH PEYTON
 AC5108'HIGHWAY, COLORADO SPRINGS CO, 80928, (719) 683-5197.  TO REACH THE
 AC5108'STATION FROM THE PINON TRUCK STOP, EXIT 110 ON I-25, TAKE THE ONE-LANE
 AC5108'ROAD EAST UNDER I-25 TO THE EAST FRONTAGE ROAD.  TURN LEFT, NORTH ON
 AC5108'THE FRONTAGE ROAD FOR 1.0 MI (1.6 KM) TO SIDE A ROAD RIGHT, PINON
 AC5108'ROAD.  TURN RIGHT, EAST, ON PINON ROAD, PASSING OVER 2 SETS OF
 AC5108'RAILROAD TRACKS, 0.7 MI (1.1 KM) TO THE FOUNTAIN CREEK BRIDGE.
 AC5108'CONTINUE AHEAD, EAST, 0.15 MI (0.24 KM) TO A T INTERSECTION WITH
 AC5108'OVERTON RD.  TURN RIGHT, SOUTH, ON OVERTON ROAD FOR 0.2 MI (0.3 KM) TO
 AC5108'A DRIVEWAY LEFT, THE ENTRANCE TO THE APPELT RANCH FOREMANS HOUSE.
 AC5108'CONTINUE AHEAD, SOUTH, 0.2 MI (0.3 KM) TO A SIDE ROAD LEFT. CONTINUE
 AC5108'AHEAD, SOUTH, 0.4 MI (0.6 KM) TO A BRIDGE OVER A GULLY. CONTINUE
 AC5108'AHEAD, SOUTH, ON OVERTON ROAD, 0.25 MI (0.40 KM) TO A SIDE ROAD LEFT,
 AC5108'AN ENTRANCE TO THE APPELT RANCH, AND A LOCKED STEEL GATE. TURN LEFT,
 AC5108'EAST, ON THE DIRT RANCH ROAD, FORMERLY KNOWN AS THE APPELT RANCH ROAD,
 AC5108'PASSING THRU THE GATE FOR 2.0 MI (3.2 KM) TO A CATTLE GUARD AND SIDE
 AC5108'ROADS TO THE LEFT AND RIGHT.  CONTINUE AHEAD EAST ON THE MAIN RANCH
 AC5108'ROAD TO A GAS PIPELINE STATION, AN UNLOCKED STEEL GATE ON AN E-W
 AC5108'FENCE, AND A BEND IN THE RANCH ROAD TO THE NORTHEAST.  THE STATION IS
 AC5108'JUST EAST OF THE STEEL GATE ON THE SOUTH SIDE OF THE FENCE.  THE
 AC5108'MARKER IS A STANDARD USGS BRASS DISK SET INTO A 20 CM SQUARE CONCRETE
 AC5108'POST PROJECTING 8 CM ABOVE THE GROUND.  IT IS 8.9 M (29.2 FT) EAST THE
 AC5108'CENTER OF A NORTH-SOUTH DIRT ROAD, 10.7 M (35.1 FT) EAST-SOUTHEAST OF
 AC5108'THE CENTER OF A EAST-WEST STEEL GATE, 10.9 M (35.8 FT) NORTH OF A
 AC5108'POWER POLE, 11.5 M (37.7 FT) NORTH-NORTHWEST OF THE POINT WHERE A GUY
 AC5108'WIRE IS FASTENED TO THE GROUND, 2.7 M (8.9 FT) SOUTH OF A BARBED-WIRE
 AC5108'FENCE, AND 2.6 M (8.5 FT) SOUTH OF A CARSONITE WITNESS POST.
 AC5108
 AC5108                          STATION RECOVERY (2002)
 AC5108
 AC5108'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2002 (MSJ)
 AC5108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1880 ***********************************************************************
 KK1880  DESIGNATION -  80
 KK1880  PID         -  KK1880
 KK1880  STATE/COUNTY-  CO/JEFFERSON
 KK1880  USGS QUAD   -  CONIFER (1994)
 KK1880
 KK1880                         *CURRENT SURVEY CONTROL
 KK1880  ___________________________________________________________________
 KK1880* NAD 83(1992)-  39 33 41.64055(N)    105 22 06.14624(W)     ADJUSTED  
 KK1880* NAVD 88     -      2767.4    (meters)    9079.     (feet)  VERTCON   
 KK1880  ___________________________________________________________________
 KK1880  LAPLACE CORR-         -16.91  (seconds)                    DEFLEC99
 KK1880  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 KK1880
 KK1880  HORZ ORDER  -  SECOND
 KK1880
 KK1880.The horizontal coordinates were established by classical geodetic methods
 KK1880.and adjusted by the National Geodetic Survey in January 1993..
 KK1880
 KK1880.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1880
 KK1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1880
 KK1880.The geoid height was determined by GEOID03.
 KK1880
 KK1880;                    North         East     Units Scale Factor Converg.
 KK1880;SPC CO C     -   496,659.180   925,713.076   MT  0.99996816   +0 04 58.9
 KK1880;SPC CO C     - 1,629,455.99  3,037,110.32   sFT  0.99996816   +0 04 58.9
 KK1880;UTM  13      - 4,379,162.059   468,355.490   MT  0.99961233   -0 14 04.6
 KK1880
 KK1880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1880!SPC CO C     -   0.99956818  x   0.99996816  =   0.99953635
 KK1880!UTM  13      -   0.99956818  x   0.99961233  =   0.99918068
 KK1880
 KK1880|---------------------------------------------------------------------|
 KK1880| PID    Reference Object                     Distance      Geod. Az  |
 KK1880|                                                           dddmmss.s |
 KK1880| CP7186 80 RM 1                              10.505 METERS 02856     |
 KK1880| KK1879 BLACK                               APPROX. 5.0 KM 1642809.8 |
 KK1880| CP7187 80 RM 2                               8.704 METERS 33731     |
 KK1880|---------------------------------------------------------------------|
 KK1880
 KK1880                          SUPERSEDED SURVEY CONTROL
 KK1880
 KK1880  NAD 83(1986)-  39 33 41.63792(N)    105 22 06.14748(W) AD(       ) 2
 KK1880  NAD 27      -  39 33 41.67885(N)    105 22 04.16705(W) AD(       ) 2
 KK1880  NGVD 29 (07/19/86) 2766.2    (m)         9075.     (f) VERT ANG       
 KK1880
 KK1880.Superseded values are not recommended for survey control.
 KK1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1880.See file dsdata.txt to determine how the superseded data were derived.
 KK1880
 KK1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD6835579162(NAD 83)
 KK1880_MARKER: DD = SURVEY DISK
 KK1880_SETTING: 66 = SET IN ROCK OUTCROP
 KK1880
 KK1880  HISTORY     - Date     Condition        Report By
 KK1880  HISTORY     - 1977     MONUMENTED       CO-059
 KK1880
 KK1880                          STATION DESCRIPTION
 KK1880
 KK1880'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1880'THE STATION IS LOCATED 1-1/2 MILES SOUTHEAST OF THE POINT
 KK1880'WHERE THE SOUTHEAST CORNER OF CLEAR CREEK COUNTY THE NORTHEAST
 KK1880'CORNER OF PARK COUNTY MEET AT A POINT ON THE WEST LINE OF
 KK1880'JEFFERSON COUNTY.
 KK1880'
 KK1880'TO REACH THE STATION FROM THE STOP LIGHT AT THE INTERSECTION OF
 KK1880'STATE HIGHWAY 74 AND COUNTY ROAD 78 ON THE MAIN STREET OF
 KK1880'EVERGREEN, DRIVE SOUTH ON ROAD 78 FOR 5.7 MILES, UNTIL IT HAS
 KK1880'BECOME BLACK MOUNTAIN ROAD.  TURN LEFT AT SULLIVAN DRIVE AND
 KK1880'GO EAST FOR 0.1 MILE TO ITS JUNCTION WITH MARTIN LANE.  TURN
 KK1880'LEFT AND PROCEED NORTH ON MARTIN LANE FOR 0.5 MILE TO THE
 KK1880'HIGHEST POINT.  MAKE THE TWENTY MINUTE PACK ALMOST STRAIGHT
 KK1880'EAST UP THE HILL TO THE HIGHEST POINT AND ROCK OUTCROP.  THEN
 KK1880'GO ABOUT 100 YARDS NORTHEAST TO A SPOT WHERE A ROCK OUTCROP
 KK1880'FORMS A SLIGHT CLIFF FACING SOUTHEAST.  THE STATION MARK
 KK1880'IS NEAR THE SOUTH EDGE OF THIS OUTCROP.
 KK1880'
 KK1880'THE STATION MARK, STAMPED---80 JCMD 1977---, IS A 3-INCH BRONZE
 KK1880'DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP, 300 FEET
 KK1880'EAST-NORTHEAST ALONG A NARROW ROCKY RIDGE FROM THE HIGHEST
 KK1880'OUTCROP OF THE PEAK, 39 FEET SOUTH OF THE HIGHEST RIDGE, AND
 KK1880'3 FEET LOWER, 1.7 FEET NORTH OF A DROP OFF TO THE SOUTH, 17.3
 KK1880'FEET SOUTH OF A 10-INCH PINE TREE, AND 23 FEET NORTHWEST OF
 KK1880'A 6-INCH SPRUCE TREE.
 KK1880'
 KK1880'REFERENCE MARK 1, STAMPED---80 JCMD RM 1 1977---, IS A 3-INCH
 KK1880'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP,
 KK1880'10 FEET SOUTH OF THE HIGHEST RIDGE, AT THE START OF A GRADUAL
 KK1880'DROP TO THE EAST.
 KK1880'
 KK1880'REFERENCE MARK 2, STAMPED---80 JCMD RM 2 1977---, IS A 3-INCH
 KK1880'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP
 KK1880'AT THE HIGH CENTER OF THE RIDGE, AND 16 FEET NORTH OF THE
 KK1880'BEFORE MENTIONED 10-INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0024 ***********************************************************************
 HL0024  DESIGNATION -  8018
 HL0024  PID         -  HL0024
 HL0024  STATE/COUNTY-  CO/RIO GRANDE
 HL0024  USGS QUAD   -  INDIAN HEAD (1966)
 HL0024
 HL0024                         *CURRENT SURVEY CONTROL
 HL0024  ___________________________________________________________________
 HL0024* NAD 83(1986)-  37 40 52.     (N)    106 28 43.     (W)     SCALED    
 HL0024* NAVD 88     -      2445.180  (meters)    8022.23   (feet)  ADJUSTED  
 HL0024  ___________________________________________________________________
 HL0024  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 HL0024  DYNAMIC HT  -        2441.878 (meters)    8011.39  (feet)  COMP
 HL0024  MODELED GRAV-     979,191.9   (mgal)                       NAVD 88
 HL0024
 HL0024  VERT ORDER  -  SECOND    CLASS 0
 HL0024
 HL0024.The horizontal coordinates were scaled from a topographic map and have
 HL0024.an estimated accuracy of +/- 6 seconds.
 HL0024
 HL0024.The orthometric height was determined by differential leveling
 HL0024.and adjusted by the National Geodetic Survey in June 1991..
 HL0024
 HL0024.The geoid height was determined by GEOID03.
 HL0024
 HL0024.The dynamic height is computed by dividing the NAVD 88
 HL0024.geopotential number by the normal gravity value computed on the
 HL0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0024.degrees latitude (g = 980.6199 gals.).
 HL0024
 HL0024.The modeled gravity was interpolated from observed gravity values.
 HL0024
 HL0024;                    North         East    Units  Estimated Accuracy
 HL0024;SPC CO S     -   417,840.      828,080.      MT  (+/- 180 meters Scaled)
 HL0024
 HL0024                          SUPERSEDED SURVEY CONTROL
 HL0024
 HL0024  NGVD 29 (??/??/92) 2443.686  (m)         8017.33   (f) ADJ UNCH    2 0
 HL0024
 HL0024.Superseded values are not recommended for survey control.
 HL0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0024.See file dsdata.txt to determine how the superseded data were derived.
 HL0024
 HL0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB696714(NAD 83)
 HL0024_MARKER: DD = SURVEY DISK
 HL0024_SETTING: 80 = SET IN A BOULDER
 HL0024_SP_SET: BOULDER
 HL0024_STAMPING: 8018
 HL0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0024+STABILITY: SURFACE MOTION
 HL0024
 HL0024  HISTORY     - Date     Condition        Report By
 HL0024  HISTORY     - UNK      MONUMENTED       USGS
 HL0024  HISTORY     - 1934     GOOD             NGS
 HL0024
 HL0024                          STATION DESCRIPTION
 HL0024
 HL0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HL0024'7.3 MI W FROM DEL NORTE.
 HL0024'7.3 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 HL0024'DEL NORTE, RIO GRANDE COUNTY, 14 FEET NORTHWEST OF MILEPOST 290, 0.2
 HL0024'MILE EAST OF A DIRT-ROAD CROSSING, 0.2 MILE NORTH OF THE ROSS DAVIES
 HL0024'RANCH HOUSE, 26 FEET NORTH OF THE CENTER LINE OF THE TRACK, 24 FEET
 HL0024'SOUTH OF A FENCE PARALLELING THE TRACK, AND IN THE TOP OF A BOULDER. A
 HL0024'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK 8018.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0472 ***********************************************************************
 JJ0472  DESIGNATION -  802+04
 JJ0472  PID         -  JJ0472
 JJ0472  STATE/COUNTY-  CO/KIOWA
 JJ0472  USGS QUAD   -  HASWELL NE (1978)
 JJ0472
 JJ0472                         *CURRENT SURVEY CONTROL
 JJ0472  ___________________________________________________________________
 JJ0472* NAD 83(1986)-  38 29 16.     (N)    103 04 12.     (W)     SCALED    
 JJ0472* NAVD 88     -      1362.288  (meters)    4469.44   (feet)  ADJUSTED  
 JJ0472  ___________________________________________________________________
 JJ0472  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 JJ0472  DYNAMIC HT  -        1360.955 (meters)    4465.07  (feet)  COMP
 JJ0472  MODELED GRAV-     979,602.8   (mgal)                       NAVD 88
 JJ0472
 JJ0472  VERT ORDER  -  SECOND    CLASS 0
 JJ0472
 JJ0472.The horizontal coordinates were scaled from a topographic map and have
 JJ0472.an estimated accuracy of +/- 6 seconds.
 JJ0472
 JJ0472.The orthometric height was determined by differential leveling
 JJ0472.and adjusted by the National Geodetic Survey in June 1991..
 JJ0472
 JJ0472.The geoid height was determined by GEOID03.
 JJ0472
 JJ0472.The dynamic height is computed by dividing the NAVD 88
 JJ0472.geopotential number by the normal gravity value computed on the
 JJ0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0472.degrees latitude (g = 980.6199 gals.).
 JJ0472
 JJ0472.The modeled gravity was interpolated from observed gravity values.
 JJ0472
 JJ0472;                    North         East    Units  Estimated Accuracy
 JJ0472;SPC CO S     -   509,680.    1,126,390.      MT  (+/- 180 meters Scaled)
 JJ0472
 JJ0472                          SUPERSEDED SURVEY CONTROL
 JJ0472
 JJ0472  NGVD 29 (??/??/92) 1361.656  (m)         4467.37   (f) ADJ UNCH    2 0
 JJ0472
 JJ0472.Superseded values are not recommended for survey control.
 JJ0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0472.See file dsdata.txt to determine how the superseded data were derived.
 JJ0472
 JJ0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC683617(NAD 83)
 JJ0472_MARKER: R = RIVET
 JJ0472_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0472_SP_SET: CULVERT
 JJ0472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0472
 JJ0472  HISTORY     - Date     Condition        Report By
 JJ0472  HISTORY     - UNK      MONUMENTED       CGS
 JJ0472  HISTORY     - 1941     GOOD             NGS
 JJ0472  HISTORY     - 1974     MARK NOT FOUND   USGS
 JJ0472
 JJ0472                          STATION DESCRIPTION
 JJ0472
 JJ0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0472'16.4 MI W FROM EADS.
 JJ0472'16.4 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 JJ0472'AT EADS, KIOWA COUNTY, 35 FEET NORTH OF A FENCE LINE, 60 FEET NORTH
 JJ0472'OF THE CENTERLINE OF STATE HIGHWAY 96, IN THE SOUTHWEST CORNER OF
 JJ0472'A 2-1/2 BY 4-FOOT CONCRETE CULVERT, 9 FEET SOUTH OF THE CENTERLINE
 JJ0472'OF THE TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD
 JJ0472'MONEL-METAL RIVET.
 JJ0472
 JJ0472                          STATION RECOVERY (1974)
 JJ0472
 JJ0472'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0472'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0821 ***********************************************************************
 KK0821  DESIGNATION -  8026.5
 KK0821  PID         -  KK0821
 KK0821  STATE/COUNTY-  CO/PARK
 KK0821  USGS QUAD   -  SHAWNEE (1994)
 KK0821
 KK0821                         *CURRENT SURVEY CONTROL
 KK0821  ___________________________________________________________________
 KK0821* NAD 83(1986)-  39 25 10.     (N)    105 32 34.     (W)     SCALED    
 KK0821* NAVD 88     -      2447.540  (meters)    8029.97   (feet)  ADJUSTED  
 KK0821  ___________________________________________________________________
 KK0821  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 KK0821  DYNAMIC HT  -        2444.736 (meters)    8020.77  (feet)  COMP
 KK0821  MODELED GRAV-     979,392.6   (mgal)                       NAVD 88
 KK0821
 KK0821  VERT ORDER  -  FIRST     CLASS II
 KK0821
 KK0821.The horizontal coordinates were scaled from a topographic map and have
 KK0821.an estimated accuracy of +/- 6 seconds.
 KK0821
 KK0821.The orthometric height was determined by differential leveling
 KK0821.and adjusted by the National Geodetic Survey in June 1991..
 KK0821
 KK0821.The geoid height was determined by GEOID03.
 KK0821
 KK0821.The dynamic height is computed by dividing the NAVD 88
 KK0821.geopotential number by the normal gravity value computed on the
 KK0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0821.degrees latitude (g = 980.6199 gals.).
 KK0821
 KK0821.The modeled gravity was interpolated from observed gravity values.
 KK0821
 KK0821;                    North         East    Units  Estimated Accuracy
 KK0821;SPC CO C     -   480,870.      910,720.      MT  (+/- 180 meters Scaled)
 KK0821
 KK0821                          SUPERSEDED SURVEY CONTROL
 KK0821
 KK0821  NGVD 29 (??/??/92) 2446.206  (m)         8025.59   (f) ADJ UNCH    1 2
 KK0821
 KK0821.Superseded values are not recommended for survey control.
 KK0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0821.See file dsdata.txt to determine how the superseded data were derived.
 KK0821
 KK0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD532634(NAD 83)
 KK0821_MARKER: Q = CHISELED SQUARE
 KK0821_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0821_SP_SET: BRIDGE
 KK0821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0821
 KK0821  HISTORY     - Date     Condition        Report By
 KK0821  HISTORY     - UNK      MONUMENTED       USGS
 KK0821  HISTORY     - 1951     GOOD             NGS
 KK0821  HISTORY     - 1955     GOOD             NGS
 KK0821
 KK0821                          STATION DESCRIPTION
 KK0821
 KK0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0821'0.6 MI E FROM SHAWNEE.
 KK0821'0.65 MILE EAST ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE AT
 KK0821'SHAWNEE, 20 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 KK0821'A CHISELED SQUARE IN THE TOP OF THE EAST END OF THE WEST WINGWALL
 KK0821'OF A 97 FOOT CONCRETE BRIDGE OVER THE NORTH FORK OF THE SOUTH
 KK0821'PLATTE RIVER.
 KK0821
 KK0821                          STATION RECOVERY (1955)
 KK0821
 KK0821'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0768 ***********************************************************************
 KK0768  DESIGNATION -  8051.6
 KK0768  PID         -  KK0768
 KK0768  STATE/COUNTY-  CO/JEFFERSON
 KK0768  USGS QUAD   -  GREEN MOUNTAIN (1984)
 KK0768
 KK0768                         *CURRENT SURVEY CONTROL
 KK0768  ___________________________________________________________________
 KK0768* NAD 83(1986)-  39 17 49.     (N)    105 16 31.     (W)     SCALED    
 KK0768* NAVD 88     -      2455.001  (meters)    8054.45   (feet)  ADJUSTED  
 KK0768  ___________________________________________________________________
 KK0768  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 KK0768  DYNAMIC HT  -        2452.234 (meters)    8045.37  (feet)  COMP
 KK0768  MODELED GRAV-     979,410.7   (mgal)                       NAVD 88
 KK0768
 KK0768  VERT ORDER  -  SECOND    CLASS 0
 KK0768
 KK0768.The horizontal coordinates were scaled from a topographic map and have
 KK0768.an estimated accuracy of +/- 6 seconds.
 KK0768
 KK0768.The orthometric height was determined by differential leveling
 KK0768.and adjusted by the National Geodetic Survey in June 1991..
 KK0768
 KK0768.The geoid height was determined by GEOID03.
 KK0768
 KK0768.The dynamic height is computed by dividing the NAVD 88
 KK0768.geopotential number by the normal gravity value computed on the
 KK0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0768.degrees latitude (g = 980.6199 gals.).
 KK0768
 KK0768.The modeled gravity was interpolated from observed gravity values.
 KK0768
 KK0768;                    North         East    Units  Estimated Accuracy
 KK0768;SPC CO C     -   467,300.      933,790.      MT  (+/- 180 meters Scaled)
 KK0768
 KK0768                          SUPERSEDED SURVEY CONTROL
 KK0768
 KK0768  NGVD 29 (??/??/92) 2453.791  (m)         8050.48   (f) ADJ UNCH    2 0
 KK0768
 KK0768.Superseded values are not recommended for survey control.
 KK0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0768.See file dsdata.txt to determine how the superseded data were derived.
 KK0768
 KK0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD762497(NAD 83)
 KK0768_MARKER: DD = SURVEY DISK
 KK0768_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0768_SP_SET: UNDERPASS
 KK0768_STAMPING: 8051.6
 KK0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0768
 KK0768  HISTORY     - Date     Condition        Report By
 KK0768  HISTORY     - UNK      MONUMENTED       BPR
 KK0768  HISTORY     - 1934     GOOD             NGS
 KK0768
 KK0768                          STATION DESCRIPTION
 KK0768
 KK0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KK0768'7.3 MI NW FROM DECKERS.
 KK0768'IN JEFFERSON COUNTY, 7.3 MILES NORTHWEST ALONG STATE HIGHWAY 126
 KK0768'FROM THE BRIDGE OVER SOUTH PLATTE RIVER AT DECKERS, DOUGLAS
 KK0768'COUNTY, 300 FEET SOUTH OF THE POINT OF INTERSECTION OF A
 KK0768'CURVE, 330 FEET NORTH OF A LOG BARN, 10 FEET WEST OF HIGHWAY POST
 KK0768'520, IN THE TOP OF A CONCRETE STOCK-UNDERPASS, AND 15 FEET NORTH
 KK0768'OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES BUREAU OF
 KK0768'PUBLIC ROADS STANDARD DISK, STAMPED 8051.6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0823 ***********************************************************************
 KK0823  DESIGNATION -  8066
 KK0823  PID         -  KK0823
 KK0823  STATE/COUNTY-  CO/PARK
 KK0823  USGS QUAD   -  SHAWNEE (1994)
 KK0823
 KK0823                         *CURRENT SURVEY CONTROL
 KK0823  ___________________________________________________________________
 KK0823* NAD 83(1986)-  39 25 30.     (N)    105 33 16.     (W)     SCALED    
 KK0823* NAVD 88     -      2459.528  (meters)    8069.30   (feet)  ADJUSTED  
 KK0823  ___________________________________________________________________
 KK0823  GEOID HEIGHT-         -12.86  (meters)                     GEOID03
 KK0823  DYNAMIC HT  -        2456.707 (meters)    8060.05  (feet)  COMP
 KK0823  MODELED GRAV-     979,390.9   (mgal)                       NAVD 88
 KK0823
 KK0823  VERT ORDER  -  FIRST     CLASS II
 KK0823
 KK0823.The horizontal coordinates were scaled from a topographic map and have
 KK0823.an estimated accuracy of +/- 6 seconds.
 KK0823
 KK0823.The orthometric height was determined by differential leveling
 KK0823.and adjusted by the National Geodetic Survey in June 1991..
 KK0823
 KK0823.The geoid height was determined by GEOID03.
 KK0823
 KK0823.The dynamic height is computed by dividing the NAVD 88
 KK0823.geopotential number by the normal gravity value computed on the
 KK0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0823.degrees latitude (g = 980.6199 gals.).
 KK0823
 KK0823.The modeled gravity was interpolated from observed gravity values.
 KK0823
 KK0823;                    North         East    Units  Estimated Accuracy
 KK0823;SPC CO C     -   481,490.      909,710.      MT  (+/- 180 meters Scaled)
 KK0823
 KK0823                          SUPERSEDED SURVEY CONTROL
 KK0823
 KK0823  NGVD 29 (??/??/92) 2458.193  (m)         8064.92   (f) ADJ UNCH    1 2
 KK0823
 KK0823.Superseded values are not recommended for survey control.
 KK0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0823.See file dsdata.txt to determine how the superseded data were derived.
 KK0823
 KK0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD522640(NAD 83)
 KK0823_MARKER: DD = SURVEY DISK
 KK0823_SETTING: 80 = SET IN A BOULDER
 KK0823_STAMPING: 8066
 KK0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0823+STABILITY: SURFACE MOTION
 KK0823
 KK0823  HISTORY     - Date     Condition        Report By
 KK0823  HISTORY     - UNK      MONUMENTED       USGS
 KK0823  HISTORY     - 1951     GOOD             NGS
 KK0823  HISTORY     - 1955     GOOD             NGS
 KK0823
 KK0823                          STATION DESCRIPTION
 KK0823
 KK0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0823'0.3 MI N FROM SHAWNEE.
 KK0823'0.3 MILE NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AT SHAWNEE,
 KK0823'400 FEET NORTHWEST OF A WOODEN BRIDGE OVER THE SOUTH PLATTE
 KK0823'RIVER, 225 FEET NORTHWEST OF A CATTLE GUARD, 33 FEET SOUTH OF A
 KK0823'FENCE, 20 FEET SOUTH OF THE CENTER LINE OF AN OLD RAILROAD GRADE,
 KK0823'15 FEET SOUTHWEST OF A WITNESS POST, 1.8 FEET ABOVE THE GROUND,
 KK0823'SET IN THE TOP OF A 5 X 7 FOOT GRANITE BOULDER.
 KK0823
 KK0823                          STATION RECOVERY (1955)
 KK0823
 KK0823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0309 ***********************************************************************
 HL0309  DESIGNATION -  8081.8
 HL0309  PID         -  HL0309
 HL0309  STATE/COUNTY-  CO/SAN MIGUEL
 HL0309  USGS QUAD   -  GRAY HEAD (1953)
 HL0309
 HL0309                         *CURRENT SURVEY CONTROL
 HL0309  ___________________________________________________________________
 HL0309* NAD 83(1986)-  37 56 36.     (N)    107 54 18.     (W)     SCALED    
 HL0309* NAVD 88     -      2464.12   (+/-2cm)    8084.4    (feet)  VERTCON   
 HL0309  ___________________________________________________________________
 HL0309  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 HL0309
 HL0309  VERT ORDER  -  ? (See Below)
 HL0309
 HL0309.The horizontal coordinates were scaled from a topographic map and have
 HL0309.an estimated accuracy of +/- 6 seconds.
 HL0309
 HL0309.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0309.The vertical order pertains to the NGVD 29 superseded value.
 HL0309
 HL0309.The geoid height was determined by GEOID03.
 HL0309
 HL0309;                    North         East    Units  Estimated Accuracy
 HL0309;SPC CO S     -   449,210.      703,040.      MT  (+/- 180 meters Scaled)
 HL0309
 HL0309                          SUPERSEDED SURVEY CONTROL
 HL0309
 HL0309  NGVD 29 (??/??/92) 2462.520  (m)         8079.12   (f) ADJ UNCH    ?  
 HL0309
 HL0309.Superseded values are not recommended for survey control.
 HL0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0309.See file dsdata.txt to determine how the superseded data were derived.
 HL0309
 HL0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC447035(NAD 83)
 HL0309_MARKER: Q = CHISELED SQUARE
 HL0309_SETTING: 66 = SET IN ROCK OUTCROP
 HL0309_SP_SET: BOULDER
 HL0309_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0309+STABILITY: POSITION/ELEVATION WELL
 HL0309
 HL0309  HISTORY     - Date     Condition        Report By
 HL0309  HISTORY     - UNK      MONUMENTED       USGS
 HL0309  HISTORY     - 1934     GOOD             NGS
 HL0309
 HL0309                          STATION DESCRIPTION
 HL0309
 HL0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HL0309'0.6 MI NW FROM VANCE JUNCTION.
 HL0309'0.6 MILE NORTHWEST ALONG THE ABANDONED RIO GRANDE SOUTHERN RAILROAD
 HL0309'FROM THE STATION AT VANCE JUNCTION, SAN MIGUEL COUNTY, 0.9 MILE EAST
 HL0309'OF BILK, WEST OF THE OLD ROADBED, AT THE SOUTH EDGE OF A SPRING, ON
 HL0309'THE TOP OF A LARGE BOULDER, AND ABOUT 3 FEET HIGHER THAN THE TRACK. A
 HL0309'CHISELED SQUARE, MARKED US 8081.8 BM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0464 ***********************************************************************
 JJ0464  DESIGNATION -  808+24
 JJ0464  PID         -  JJ0464
 JJ0464  STATE/COUNTY-  CO/KIOWA
 JJ0464  USGS QUAD   -  HASWELL (1974)
 JJ0464
 JJ0464                         *CURRENT SURVEY CONTROL
 JJ0464  ___________________________________________________________________
 JJ0464* NAD 83(1986)-  38 26 56.     (N)    103 10 41.     (W)     SCALED    
 JJ0464* NAVD 88     -      1373.790  (meters)    4507.18   (feet)  ADJUSTED  
 JJ0464  ___________________________________________________________________
 JJ0464  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 JJ0464  DYNAMIC HT  -        1372.433 (meters)    4502.72  (feet)  COMP
 JJ0464  MODELED GRAV-     979,593.0   (mgal)                       NAVD 88
 JJ0464
 JJ0464  VERT ORDER  -  SECOND    CLASS 0
 JJ0464
 JJ0464.The horizontal coordinates were scaled from a topographic map and have
 JJ0464.an estimated accuracy of +/- 6 seconds.
 JJ0464
 JJ0464.The orthometric height was determined by differential leveling
 JJ0464.and adjusted by the National Geodetic Survey in June 1991..
 JJ0464
 JJ0464.The geoid height was determined by GEOID03.
 JJ0464
 JJ0464.The dynamic height is computed by dividing the NAVD 88
 JJ0464.geopotential number by the normal gravity value computed on the
 JJ0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0464.degrees latitude (g = 980.6199 gals.).
 JJ0464
 JJ0464.The modeled gravity was interpolated from observed gravity values.
 JJ0464
 JJ0464;                    North         East    Units  Estimated Accuracy
 JJ0464;SPC CO S     -   505,130.    1,117,070.      MT  (+/- 180 meters Scaled)
 JJ0464
 JJ0464                          SUPERSEDED SURVEY CONTROL
 JJ0464
 JJ0464  NGVD 29 (??/??/92) 1373.138  (m)         4505.04   (f) ADJ UNCH    2 0
 JJ0464
 JJ0464.Superseded values are not recommended for survey control.
 JJ0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0464.See file dsdata.txt to determine how the superseded data were derived.
 JJ0464
 JJ0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC589571(NAD 83)
 JJ0464_MARKER: R = RIVET
 JJ0464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0464_SP_SET: CULVERT
 JJ0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0464
 JJ0464  HISTORY     - Date     Condition        Report By
 JJ0464  HISTORY     - UNK      MONUMENTED       CGS
 JJ0464  HISTORY     - 1941     GOOD             NGS
 JJ0464
 JJ0464                          STATION DESCRIPTION
 JJ0464
 JJ0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0464'23.2 MI W FROM EADS.
 JJ0464'23.2 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 JJ0464'AT EADS, KIOWA COUNTY, IN THE SOUTHWEST CORNER OF A 4- BY 5-FOOT
 JJ0464'CONCRETE CULVERT, 37 FEET NORTH OF A FENCE LINE, 10 FEET SOUTH OF
 JJ0464'THE CENTERLINE OF THE TRACK, AND ABOUT 4 FEET LOWER THAN THE TRACK.
 JJ0464'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0463 ***********************************************************************
 JJ0463  DESIGNATION -  809+08
 JJ0463  PID         -  JJ0463
 JJ0463  STATE/COUNTY-  CO/KIOWA
 JJ0463  USGS QUAD   -  HASWELL (1974)
 JJ0463
 JJ0463                         *CURRENT SURVEY CONTROL
 JJ0463  ___________________________________________________________________
 JJ0463* NAD 83(1986)-  38 26 52.     (N)    103 11 21.     (W)     SCALED    
 JJ0463* NAVD 88     -      1369.676  (meters)    4493.68   (feet)  ADJUSTED  
 JJ0463  ___________________________________________________________________
 JJ0463  GEOID HEIGHT-         -22.30  (meters)                     GEOID03
 JJ0463  DYNAMIC HT  -        1368.322 (meters)    4489.24  (feet)  COMP
 JJ0463  MODELED GRAV-     979,592.5   (mgal)                       NAVD 88
 JJ0463
 JJ0463  VERT ORDER  -  SECOND    CLASS 0
 JJ0463
 JJ0463.The horizontal coordinates were scaled from a topographic map and have
 JJ0463.an estimated accuracy of +/- 6 seconds.
 JJ0463
 JJ0463.The orthometric height was determined by differential leveling
 JJ0463.and adjusted by the National Geodetic Survey in June 1991..
 JJ0463
 JJ0463.The geoid height was determined by GEOID03.
 JJ0463
 JJ0463.The dynamic height is computed by dividing the NAVD 88
 JJ0463.geopotential number by the normal gravity value computed on the
 JJ0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0463.degrees latitude (g = 980.6199 gals.).
 JJ0463
 JJ0463.The modeled gravity was interpolated from observed gravity values.
 JJ0463
 JJ0463;                    North         East    Units  Estimated Accuracy
 JJ0463;SPC CO S     -   504,980.    1,116,110.      MT  (+/- 180 meters Scaled)
 JJ0463
 JJ0463                          SUPERSEDED SURVEY CONTROL
 JJ0463
 JJ0463  NGVD 29 (??/??/92) 1369.022  (m)         4491.53   (f) ADJ UNCH    2 0
 JJ0463
 JJ0463.Superseded values are not recommended for survey control.
 JJ0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0463.See file dsdata.txt to determine how the superseded data were derived.
 JJ0463
 JJ0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC580570(NAD 83)
 JJ0463_MARKER: R = RIVET
 JJ0463_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0463_SP_SET: CULVERT
 JJ0463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0463
 JJ0463  HISTORY     - Date     Condition        Report By
 JJ0463  HISTORY     - UNK      MONUMENTED       CGS
 JJ0463  HISTORY     - 1941     GOOD             NGS
 JJ0463
 JJ0463                          STATION DESCRIPTION
 JJ0463
 JJ0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0463'23.8 MI W FROM EADS.
 JJ0463'23.8 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 JJ0463'AT EADS, KIOWA COUNTY, IN THE SOUTHWEST CORNER OF A 4- BY 6-FOOT
 JJ0463'CONCRETE CULVERT, 40 FEET NORTH OF A FENCE LINE, 15 FEET SOUTH OF
 JJ0463'THE CENTERLINE OF THE TRACK, AND ABOUT 4 FEET LOWER THAN THE TRACK.
 JJ0463'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1279 ***********************************************************************
 KK1279  DESIGNATION -  81
 KK1279  PID         -  KK1279
 KK1279  STATE/COUNTY-  CO/DENVER
 KK1279  USGS QUAD   -  ENGLEWOOD (1997)
 KK1279
 KK1279                         *CURRENT SURVEY CONTROL
 KK1279  ___________________________________________________________________
 KK1279* NAD 83(1986)-  39 42 34.     (N)    104 58 21.     (W)     SCALED    
 KK1279* NAVD 88     -      1617.289  (meters)    5306.06   (feet)  ADJUSTED  
 KK1279  ___________________________________________________________________
 KK1279  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 KK1279  DYNAMIC HT  -        1615.731 (meters)    5300.94  (feet)  COMP
 KK1279  MODELED GRAV-     979,607.0   (mgal)                       NAVD 88
 KK1279
 KK1279  VERT ORDER  -  FIRST     CLASS II
 KK1279
 KK1279.The horizontal coordinates were scaled from a topographic map and have
 KK1279.an estimated accuracy of +/- 6 seconds.
 KK1279
 KK1279.The orthometric height was determined by differential leveling
 KK1279.and adjusted by the National Geodetic Survey in June 1991..
 KK1279
 KK1279.The geoid height was determined by GEOID03.
 KK1279
 KK1279.The dynamic height is computed by dividing the NAVD 88
 KK1279.geopotential number by the normal gravity value computed on the
 KK1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1279.degrees latitude (g = 980.6199 gals.).
 KK1279
 KK1279.The modeled gravity was interpolated from observed gravity values.
 KK1279
 KK1279;                    North         East    Units  Estimated Accuracy
 KK1279;SPC CO C     -   513,200.      959,640.      MT  (+/- 180 meters Scaled)
 KK1279
 KK1279                          SUPERSEDED SURVEY CONTROL
 KK1279
 KK1279  NGVD 29 (??/??/??) 1616.376  (m)         5303.06   (f) ADJUSTED    1 2
 KK1279
 KK1279.Superseded values are not recommended for survey control.
 KK1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1279.See file dsdata.txt to determine how the superseded data were derived.
 KK1279
 KK1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED023955(NAD 83)
 KK1279_MARKER: DB = BENCH MARK DISK
 KK1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1279_SP_SET: CONCRETE POST
 KK1279_STAMPING: 5303.90 BM NO 81 DENVER 1936
 KK1279_MARK LOGO: USGS  
 KK1279_PROJECTION: FLUSH
 KK1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1279+STABILITY: SURFACE MOTION
 KK1279
 KK1279  HISTORY     - Date     Condition        Report By
 KK1279  HISTORY     - 1936     MONUMENTED       USGS
 KK1279  HISTORY     - 1983     GOOD             NGS
 KK1279
 KK1279                          STATION DESCRIPTION
 KK1279
 KK1279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1279'IN DENVER.
 KK1279'IN DENVER, AT THE INTERSECTION OF ALARION PARKWAY AND DAKOTA AVENUE,
 KK1279'12.1 METERS (39.7 FT) WEST OF THE CENTER OF THE SOUTH BOUND LANES OF
 KK1279'THE PARKWAY, 5.8 METERS (19.0 FT) NORTH OF THE CENTER OF THE AVENUE,
 KK1279'AND 1.0 METER (3.3 FT) SOUTH OF THE SOUTH EDGE OF A SIDEWALK.
 KK1279'THE MARK IS 0.3 M ABOVE THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0298 ***********************************************************************
 KL0298  DESIGNATION -  8111.24
 KL0298  PID         -  KL0298
 KL0298  STATE/COUNTY-  CO/PITKIN
 KL0298  USGS QUAD   -  ASPEN (1987)
 KL0298
 KL0298                         *CURRENT SURVEY CONTROL
 KL0298  ___________________________________________________________________
 KL0298* NAD 83(1986)-  39 08 55.     (N)    106 46 53.     (W)     SCALED    
 KL0298* NAVD 88     -      2473.703  (meters)    8115.81   (feet)  ADJUSTED  
 KL0298  ___________________________________________________________________
 KL0298  GEOID HEIGHT-         -13.40  (meters)                     GEOID03
 KL0298  DYNAMIC HT  -        2470.539 (meters)    8105.43  (feet)  COMP
 KL0298  MODELED GRAV-     979,260.7   (mgal)                       NAVD 88
 KL0298
 KL0298  VERT ORDER  -  SECOND    CLASS 0
 KL0298
 KL0298.The horizontal coordinates were scaled from a topographic map and have
 KL0298.an estimated accuracy of +/- 6 seconds.
 KL0298
 KL0298.The orthometric height was determined by differential leveling
 KL0298.and adjusted by the National Geodetic Survey in June 1991..
 KL0298
 KL0298.The geoid height was determined by GEOID03.
 KL0298
 KL0298.The dynamic height is computed by dividing the NAVD 88
 KL0298.geopotential number by the normal gravity value computed on the
 KL0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0298.degrees latitude (g = 980.6199 gals.).
 KL0298
 KL0298.The modeled gravity was interpolated from observed gravity values.
 KL0298
 KL0298;                    North         East    Units  Estimated Accuracy
 KL0298;SPC CO C     -   451,590.      803,640.      MT  (+/- 180 meters Scaled)
 KL0298
 KL0298                          SUPERSEDED SURVEY CONTROL
 KL0298
 KL0298  NGVD 29 (??/??/92) 2471.991  (m)         8110.19   (f) ADJ UNCH    2 0
 KL0298
 KL0298.Superseded values are not recommended for survey control.
 KL0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0298.See file dsdata.txt to determine how the superseded data were derived.
 KL0298
 KL0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD460347(NAD 83)
 KL0298_MARKER: DD = SURVEY DISK
 KL0298_SETTING: 80 = SET IN A BOULDER
 KL0298_SP_SET: BOULDER
 KL0298_STAMPING: 8111.24 1927
 KL0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0298+STABILITY: SURFACE MOTION
 KL0298
 KL0298  HISTORY     - Date     Condition        Report By
 KL0298  HISTORY     - 1927     MONUMENTED       BPR
 KL0298  HISTORY     - 1934     GOOD             NGS
 KL0298
 KL0298                          STATION DESCRIPTION
 KL0298
 KL0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KL0298'3.8 MI SE FROM ASPEN.
 KL0298'3.8 MILES SOUTHEAST ALONG STATE HIGHWAY 82 FROM THE COURTHOUSE AT
 KL0298'ASPEN, PITKIN COUNTY, 150 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY
 KL0298'TO A HIGHWAY MAINTENANCE CAMP, 52 FEET NORTHEAST OF THE CENTER OF THE
 KL0298'GATEWAY TO THE CAMP GROUND, 63 FEET SOUTHWEST OF POLE 1807, 33 FEET
 KL0298'NORTHEAST OF A SIGN READING KINGS CABINS 14 FEET NORTH OF THE
 KL0298'CENTERLINE OF THE HIGHWAY, IN A 5-FOOT BOULDER, AND 4 FEET HIGHER THAN
 KL0298'THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 KL0298'STAMPED 8111.24 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0048 ***********************************************************************
 HM0048  DESIGNATION -  8113
 HM0048  PID         -  HM0048
 HM0048  STATE/COUNTY-  CO/LA PLATA
 HM0048  USGS QUAD   -  HESPERUS (1963)
 HM0048
 HM0048                         *CURRENT SURVEY CONTROL
 HM0048  ___________________________________________________________________
 HM0048* NAD 83(1986)-  37 17 15.     (N)    108 02 20.     (W)     SCALED    
 HM0048* NAVD 88     -      2473.197  (meters)    8114.15   (feet)  ADJUSTED  
 HM0048  ___________________________________________________________________
 HM0048  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 HM0048  DYNAMIC HT  -        2469.867 (meters)    8103.22  (feet)  COMP
 HM0048  MODELED GRAV-     979,194.6   (mgal)                       NAVD 88
 HM0048
 HM0048  VERT ORDER  -  FIRST     CLASS II
 HM0048
 HM0048.The horizontal coordinates were scaled from a topographic map and have
 HM0048.an estimated accuracy of +/- 6 seconds.
 HM0048
 HM0048.The orthometric height was determined by differential leveling
 HM0048.and adjusted by the National Geodetic Survey in June 1991..
 HM0048
 HM0048.The geoid height was determined by GEOID03.
 HM0048
 HM0048.The dynamic height is computed by dividing the NAVD 88
 HM0048.geopotential number by the normal gravity value computed on the
 HM0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0048.degrees latitude (g = 980.6199 gals.).
 HM0048
 HM0048.The modeled gravity was interpolated from observed gravity values.
 HM0048
 HM0048;                    North         East    Units  Estimated Accuracy
 HM0048;SPC CO S     -   376,760.      689,300.      MT  (+/- 180 meters Scaled)
 HM0048
 HM0048                          SUPERSEDED SURVEY CONTROL
 HM0048
 HM0048  NGVD 29 (??/??/92) 2471.855  (m)         8109.74   (f) ADJ UNCH    1 2
 HM0048
 HM0048.Superseded values are not recommended for survey control.
 HM0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0048.See file dsdata.txt to determine how the superseded data were derived.
 HM0048
 HM0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG625308(NAD 83)
 HM0048_MARKER: DD = SURVEY DISK
 HM0048_SETTING: 80 = SET IN A BOULDER
 HM0048_STAMPING: 8113
 HM0048_MARK LOGO: USGS  
 HM0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0048+STABILITY: SURFACE MOTION
 HM0048
 HM0048  HISTORY     - Date     Condition        Report By
 HM0048  HISTORY     - UNK      MONUMENTED       USGS
 HM0048  HISTORY     - 1934     GOOD             NGS
 HM0048  HISTORY     - 1984     GOOD             NGS
 HM0048  HISTORY     - 20040607 MARK NOT FOUND   BOR
 HM0048
 HM0048                          STATION DESCRIPTION
 HM0048
 HM0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HM0048'IN HESPERUS.
 HM0048'ON RIGHT OF WAY OF R. G. S. R. R.  ALUMINUM TABLET SET IN TOP OF A 6
 HM0048'FOOT GRANITE ROCK 60 FT. WEST OF SOUTHWEST CORNER OF RAILROAD STATION.
 HM0048
 HM0048                          STATION RECOVERY (1984)
 HM0048
 HM0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HM0048'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  17.0 KM
 HM0048'(10.55 MI) WESTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION WITH
 HM0048'U.S. HIGHWAY 550 IN DURANGO, THENCE 0.4 KM (0.25 MI) SOUTHERLY ALONG
 HM0048'STATE HIGHWAY 140, IN THE CENTER OF A 2- BY 2-FOOT BOULDER,
 HM0048'92.0 METERS (301.8 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 HM0048'2.8 METERS (9.2 FT) SOUTH OF THE CENTER OF A DRIVEWAY LEADING EAST.
 HM0048'NOTE--THE STAMPING HAS BEEN SLIGHTLY MUTILATED AND THE 3 IS NO LONGER
 HM0048'LEGIBLE.
 HM0048'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
 HM0048
 HM0048                          STATION RECOVERY (2004)
 HM0048
 HM0048'RECOVERY NOTE BY US BUREAU OF RECLAMATION 2004 (TJ)
 HM0048'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0115 ***********************************************************************
 LM0115  DESIGNATION -  8130.83
 LM0115  PID         -  LM0115
 LM0115  STATE/COUNTY-  CO/GRAND
 LM0115  USGS QUAD   -  CABIN CREEK (1980)
 LM0115
 LM0115                         *CURRENT SURVEY CONTROL
 LM0115  ___________________________________________________________________
 LM0115* NAD 83(1986)-  40 10 51.     (N)    106 00 34.     (W)     SCALED    
 LM0115* NAVD 88     -      2516.199  (meters)    8255.23   (feet)  ADJUSTED  
 LM0115  ___________________________________________________________________
 LM0115  GEOID HEIGHT-         -12.41  (meters)                     GEOID03
 LM0115  DYNAMIC HT  -        2513.373 (meters)    8245.96  (feet)  COMP
 LM0115  MODELED GRAV-     979,411.9   (mgal)                       NAVD 88
 LM0115
 LM0115  VERT ORDER  -  FIRST     CLASS II
 LM0115
 LM0115.The horizontal coordinates were scaled from a topographic map and have
 LM0115.an estimated accuracy of +/- 6 seconds.
 LM0115
 LM0115.The orthometric height was determined by differential leveling
 LM0115.and adjusted by the National Geodetic Survey in June 1991..
 LM0115
 LM0115.The geoid height was determined by GEOID03.
 LM0115
 LM0115.The dynamic height is computed by dividing the NAVD 88
 LM0115.geopotential number by the normal gravity value computed on the
 LM0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0115.degrees latitude (g = 980.6199 gals.).
 LM0115
 LM0115.The modeled gravity was interpolated from observed gravity values.
 LM0115
 LM0115;                    North         East    Units  Estimated Accuracy
 LM0115;SPC CO N     -   399,020.      871,020.      MT  (+/- 180 meters Scaled)
 LM0115
 LM0115                          SUPERSEDED SURVEY CONTROL
 LM0115
 LM0115  NGVD 29 (??/??/92) 2514.764  (m)         8250.52   (f) ADJ UNCH    1 2
 LM0115
 LM0115.Superseded values are not recommended for survey control.
 LM0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0115.See file dsdata.txt to determine how the superseded data were derived.
 LM0115
 LM0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE140483(NAD 83)
 LM0115_MARKER: DD = SURVEY DISK
 LM0115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0115_SP_SET: RAIL BASE
 LM0115_STAMPING: 8130.83
 LM0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0115
 LM0115  HISTORY     - Date     Condition        Report By
 LM0115  HISTORY     - UNK      MONUMENTED       BPR
 LM0115  HISTORY     - 1934     POOR             NGS
 LM0115
 LM0115                          STATION DESCRIPTION
 LM0115
 LM0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LM0115'8.9 MI NW FROM GRANBY.
 LM0115'3.3 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT GRANBY,
 LM0115'THENCE 5.6 MILES NORTH ALONG STATE HIGHWAY 125, 11.5 FEET NORTHEAST OF
 LM0115'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF
 LM0115'THE NORTHEAST CONCRETE GUARD RAIL BASE OF A STEEL BRIDGE OVER WILLOW
 LM0115'CREEK, DIRECTLY OVER THE NORTHEAST END OF THE NORTHWEST ABUTMENT OF
 LM0115'THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0457 ***********************************************************************
 JJ0457  DESIGNATION -  813+16
 JJ0457  PID         -  JJ0457
 JJ0457  STATE/COUNTY-  CO/KIOWA
 JJ0457  USGS QUAD   -  ARLINGTON NE (1974)
 JJ0457
 JJ0457                         *CURRENT SURVEY CONTROL
 JJ0457  ___________________________________________________________________
 JJ0457* NAD 83(1986)-  38 25 32.     (N)    103 15 26.     (W)     SCALED    
 JJ0457* NAVD 88     -      1335.756  (meters)    4382.39   (feet)  ADJUSTED  
 JJ0457  ___________________________________________________________________
 JJ0457  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 JJ0457  DYNAMIC HT  -        1334.436 (meters)    4378.06  (feet)  COMP
 JJ0457  MODELED GRAV-     979,594.0   (mgal)                       NAVD 88
 JJ0457
 JJ0457  VERT ORDER  -  SECOND    CLASS 0
 JJ0457
 JJ0457.The horizontal coordinates were scaled from a topographic map and have
 JJ0457.an estimated accuracy of +/- 6 seconds.
 JJ0457
 JJ0457.The orthometric height was determined by differential leveling
 JJ0457.and adjusted by the National Geodetic Survey in June 1991..
 JJ0457
 JJ0457.The geoid height was determined by GEOID03.
 JJ0457
 JJ0457.The dynamic height is computed by dividing the NAVD 88
 JJ0457.geopotential number by the normal gravity value computed on the
 JJ0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0457.degrees latitude (g = 980.6199 gals.).
 JJ0457
 JJ0457.The modeled gravity was interpolated from observed gravity values.
 JJ0457
 JJ0457;                    North         East    Units  Estimated Accuracy
 JJ0457;SPC CO S     -   502,370.    1,110,230.      MT  (+/- 180 meters Scaled)
 JJ0457
 JJ0457                          SUPERSEDED SURVEY CONTROL
 JJ0457
 JJ0457  NGVD 29 (??/??/92) 1335.101  (m)         4380.24   (f) ADJ UNCH    2 0
 JJ0457
 JJ0457.Superseded values are not recommended for survey control.
 JJ0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0457.See file dsdata.txt to determine how the superseded data were derived.
 JJ0457
 JJ0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC521544(NAD 83)
 JJ0457_MARKER: R = RIVET
 JJ0457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0457_SP_SET: CULVERT
 JJ0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0457
 JJ0457  HISTORY     - Date     Condition        Report By
 JJ0457  HISTORY     - UNK      MONUMENTED       CGS
 JJ0457  HISTORY     - 1941     GOOD             NGS
 JJ0457
 JJ0457                          STATION DESCRIPTION
 JJ0457
 JJ0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0457'28.7 MI W FROM EADS.
 JJ0457'28.7 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JJ0457'STATION AT EADS, KIOWA COUNTY, 0.1 MILE EAST OF A ROAD CROSSING,
 JJ0457'35 FEET NORTH OF A FENCE LINE, IN THE SOUTH END OF A 27-INCH CONCRETE
 JJ0457'PIPE CULVERT, 20 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND
 JJ0457'ABOUT 4 FEET LOWER THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0455 ***********************************************************************
 JJ0455  DESIGNATION -  813+36
 JJ0455  PID         -  JJ0455
 JJ0455  STATE/COUNTY-  CO/KIOWA
 JJ0455  USGS QUAD   -  ARLINGTON NE (1974)
 JJ0455
 JJ0455                         *CURRENT SURVEY CONTROL
 JJ0455  ___________________________________________________________________
 JJ0455* NAD 83(1986)-  38 25 14.     (N)    103 16 01.     (W)     SCALED    
 JJ0455* NAVD 88     -      1335.925  (meters)    4382.95   (feet)  ADJUSTED  
 JJ0455  ___________________________________________________________________
 JJ0455  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 JJ0455  DYNAMIC HT  -        1334.605 (meters)    4378.62  (feet)  COMP
 JJ0455  MODELED GRAV-     979,594.6   (mgal)                       NAVD 88
 JJ0455
 JJ0455  VERT ORDER  -  SECOND    CLASS 0
 JJ0455
 JJ0455.The horizontal coordinates were scaled from a topographic map and have
 JJ0455.an estimated accuracy of +/- 6 seconds.
 JJ0455
 JJ0455.The orthometric height was determined by differential leveling
 JJ0455.and adjusted by the National Geodetic Survey in June 1991..
 JJ0455
 JJ0455.The geoid height was determined by GEOID03.
 JJ0455
 JJ0455.The dynamic height is computed by dividing the NAVD 88
 JJ0455.geopotential number by the normal gravity value computed on the
 JJ0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0455.degrees latitude (g = 980.6199 gals.).
 JJ0455
 JJ0455.The modeled gravity was interpolated from observed gravity values.
 JJ0455
 JJ0455;                    North         East    Units  Estimated Accuracy
 JJ0455;SPC CO S     -   501,790.    1,109,390.      MT  (+/- 180 meters Scaled)
 JJ0455
 JJ0455                          SUPERSEDED SURVEY CONTROL
 JJ0455
 JJ0455  NGVD 29 (??/??/92) 1335.272  (m)         4380.80   (f) ADJ UNCH    2 0
 JJ0455
 JJ0455.Superseded values are not recommended for survey control.
 JJ0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0455.See file dsdata.txt to determine how the superseded data were derived.
 JJ0455
 JJ0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC512539(NAD 83)
 JJ0455_MARKER: R = RIVET
 JJ0455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0455_SP_SET: CULVERT
 JJ0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0455
 JJ0455  HISTORY     - Date     Condition        Report By
 JJ0455  HISTORY     - UNK      MONUMENTED       CGS
 JJ0455  HISTORY     - 1941     GOOD             NGS
 JJ0455
 JJ0455                          STATION DESCRIPTION
 JJ0455
 JJ0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0455'29.2 MI W FROM EADS.
 JJ0455'29.2 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JJ0455'STATION AT EADS, KIOWA COUNTY, 0.2 MILE WEST OF A ROAD CROSSING, 40
 JJ0455'FEET NORTH OF A FENCE LINE, IN THE SOUTHWEST CORNER OF A CONCRETE
 JJ0455'CULVERT, 15 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT
 JJ0455'5 FEET LOWER THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0452 ***********************************************************************
 JJ0452  DESIGNATION -  815+29
 JJ0452  PID         -  JJ0452
 JJ0452  STATE/COUNTY-  CO/KIOWA
 JJ0452  USGS QUAD   -  ARLINGTON NE (1974)
 JJ0452
 JJ0452                         *CURRENT SURVEY CONTROL
 JJ0452  ___________________________________________________________________
 JJ0452* NAD 83(1986)-  38 24 26.     (N)    103 17 35.     (W)     SCALED    
 JJ0452* NAVD 88     -      1331.492  (meters)    4368.40   (feet)  ADJUSTED  
 JJ0452  ___________________________________________________________________
 JJ0452  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 JJ0452  DYNAMIC HT  -        1330.178 (meters)    4364.09  (feet)  COMP
 JJ0452  MODELED GRAV-     979,596.0   (mgal)                       NAVD 88
 JJ0452
 JJ0452  VERT ORDER  -  SECOND    CLASS 0
 JJ0452
 JJ0452.The horizontal coordinates were scaled from a topographic map and have
 JJ0452.an estimated accuracy of +/- 6 seconds.
 JJ0452
 JJ0452.The orthometric height was determined by differential leveling
 JJ0452.and adjusted by the National Geodetic Survey in June 1991..
 JJ0452
 JJ0452.The geoid height was determined by GEOID03.
 JJ0452
 JJ0452.The dynamic height is computed by dividing the NAVD 88
 JJ0452.geopotential number by the normal gravity value computed on the
 JJ0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0452.degrees latitude (g = 980.6199 gals.).
 JJ0452
 JJ0452.The modeled gravity was interpolated from observed gravity values.
 JJ0452
 JJ0452;                    North         East    Units  Estimated Accuracy
 JJ0452;SPC CO S     -   500,260.    1,107,150.      MT  (+/- 180 meters Scaled)
 JJ0452
 JJ0452                          SUPERSEDED SURVEY CONTROL
 JJ0452
 JJ0452  NGVD 29 (??/??/92) 1330.838  (m)         4366.26   (f) ADJ UNCH    2 0
 JJ0452
 JJ0452.Superseded values are not recommended for survey control.
 JJ0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0452.See file dsdata.txt to determine how the superseded data were derived.
 JJ0452
 JJ0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC490523(NAD 83)
 JJ0452_MARKER: R = RIVET
 JJ0452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0452_SP_SET: CULVERT
 JJ0452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0452
 JJ0452  HISTORY     - Date     Condition        Report By
 JJ0452  HISTORY     - UNK      MONUMENTED       CGS
 JJ0452  HISTORY     - 1941     GOOD             NGS
 JJ0452
 JJ0452                          STATION DESCRIPTION
 JJ0452
 JJ0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0452'31 MI W FROM EADS.
 JJ0452'31.0 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JJ0452'STATION AT EADS, KIOWA COUNTY, 100 FEET EAST OF A RELAY CASE, AT A
 JJ0452'DOUBLE 2- BY 3-FOOT CONCRETE CULVERT, IN THE SOUTHWEST CORNER OF
 JJ0452'THE SOUTH HEADWALL, 36 FEET NORTH OF A FENCE LINE, 15 FEET SOUTH OF
 JJ0452'THE CENTERLINE OF THE TRACK, AND ABOUT 3 FEET LOWER THAN THE TRACK.
 JJ0452'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0059 ***********************************************************************
 HL0059  DESIGNATION -  8154
 HL0059  PID         -  HL0059
 HL0059  STATE/COUNTY-  CO/CONEJOS
 HL0059  USGS QUAD   -  ANTONITO (1967)
 HL0059
 HL0059                         *CURRENT SURVEY CONTROL
 HL0059  ___________________________________________________________________
 HL0059* NAD 83(1986)-  37 01 13.     (N)    106 05 03.     (W)     SCALED    
 HL0059* NAVD 88     -      2486.226  (meters)    8156.89   (feet)  POSTED    
 HL0059  ___________________________________________________________________
 HL0059  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 HL0059  DYNAMIC HT  -        2482.800 (meters)    8145.65  (feet)  COMP
 HL0059  MODELED GRAV-     979,163.9   (mgal)                       NAVD 88
 HL0059
 HL0059  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HL0059
 HL0059.The horizontal coordinates were scaled from a topographic map and have
 HL0059.an estimated accuracy of +/- 6 seconds.
 HL0059
 HL0059.The orthometric height was determined by differential leveling
 HL0059.and adjusted by the National Geodetic Survey in 1992..
 HL0059.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HL0059.rate of 1.1 thru 2.0 mm/km.
 HL0059
 HL0059.The geoid height was determined by GEOID03.
 HL0059
 HL0059.The dynamic height is computed by dividing the NAVD 88
 HL0059.geopotential number by the normal gravity value computed on the
 HL0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0059.degrees latitude (g = 980.6199 gals.).
 HL0059
 HL0059.The modeled gravity was interpolated from observed gravity values.
 HL0059
 HL0059;                    North         East    Units  Estimated Accuracy
 HL0059;SPC CO S     -   344,210.      862,420.      MT  (+/- 180 meters Scaled)
 HL0059
 HL0059                          SUPERSEDED SURVEY CONTROL
 HL0059
 HL0059  NGVD 29 (??/??/92) 2484.877  (m)         8152.47   (f) ADJ UNCH    1 2
 HL0059
 HL0059.Superseded values are not recommended for survey control.
 HL0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0059.See file dsdata.txt to determine how the superseded data were derived.
 HL0059
 HL0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA035976(NAD 83)
 HL0059_MARKER: P = PIPE CAP
 HL0059_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HL0059_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HL0059_STAMPING: 8154
 HL0059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0059
 HL0059  HISTORY     - Date     Condition        Report By
 HL0059  HISTORY     - UNK      MONUMENTED       USGS
 HL0059  HISTORY     - 1934     GOOD             NGS
 HL0059
 HL0059                          STATION DESCRIPTION
 HL0059
 HL0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HL0059'6.0 MI SW FROM ANTONITO.
 HL0059'6.0 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 HL0059'FROM ANTONITO, CONEJOS COUNTY, 840 FEET SOUTH OF MILEPOST 286, AT A
 HL0059'CATTLE-RANGE ROAD CROSSING, 54 FEET NORTHEAST OF THE CENTER LINE OF
 HL0059'THE ROAD, AND 33 FEET EAST OF THE CENTER LINE OF THE TRACK.  A UNITED
 HL0059'STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 8154 AND RIVETED ON THE
 HL0059'TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0449 ***********************************************************************
 JJ0449  DESIGNATION -  818+02
 JJ0449  PID         -  JJ0449
 JJ0449  STATE/COUNTY-  CO/KIOWA
 JJ0449  USGS QUAD   -  ARLINGTON NE (1974)
 JJ0449
 JJ0449                         *CURRENT SURVEY CONTROL
 JJ0449  ___________________________________________________________________
 JJ0449* NAD 83(1986)-  38 22 48.     (N)    103 19 03.     (W)     SCALED    
 JJ0449* NAVD 88     -      1313.371  (meters)    4308.95   (feet)  ADJUSTED  
 JJ0449  ___________________________________________________________________
 JJ0449  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 JJ0449  DYNAMIC HT  -        1312.075 (meters)    4304.70  (feet)  COMP
 JJ0449  MODELED GRAV-     979,596.2   (mgal)                       NAVD 88
 JJ0449
 JJ0449  VERT ORDER  -  SECOND    CLASS 0
 JJ0449
 JJ0449.The horizontal coordinates were scaled from a topographic map and have
 JJ0449.an estimated accuracy of +/- 6 seconds.
 JJ0449
 JJ0449.The orthometric height was determined by differential leveling
 JJ0449.and adjusted by the National Geodetic Survey in June 1991..
 JJ0449
 JJ0449.The geoid height was determined by GEOID03.
 JJ0449
 JJ0449.The dynamic height is computed by dividing the NAVD 88
 JJ0449.geopotential number by the normal gravity value computed on the
 JJ0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0449.degrees latitude (g = 980.6199 gals.).
 JJ0449
 JJ0449.The modeled gravity was interpolated from observed gravity values.
 JJ0449
 JJ0449;                    North         East    Units  Estimated Accuracy
 JJ0449;SPC CO S     -   497,190.    1,105,080.      MT  (+/- 180 meters Scaled)
 JJ0449
 JJ0449                          SUPERSEDED SURVEY CONTROL
 JJ0449
 JJ0449  NGVD 29 (??/??/92) 1312.719  (m)         4306.81   (f) ADJ UNCH    2 0
 JJ0449
 JJ0449.Superseded values are not recommended for survey control.
 JJ0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0449.See file dsdata.txt to determine how the superseded data were derived.
 JJ0449
 JJ0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC469493(NAD 83)
 JJ0449_MARKER: R = RIVET
 JJ0449_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0449_SP_SET: CULVERT
 JJ0449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0449
 JJ0449  HISTORY     - Date     Condition        Report By
 JJ0449  HISTORY     - UNK      MONUMENTED       CGS
 JJ0449  HISTORY     - 1941     GOOD             NGS
 JJ0449
 JJ0449                          STATION DESCRIPTION
 JJ0449
 JJ0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0449'27.6 MI E FROM ORDWAY.
 JJ0449'IN KIOWA COUNTY, 27.6 MILES EAST ALONG THE MISSOURI PACIFIC
 JJ0449'RAILROAD FROM THE STATION AT ORDWAY, CROWLEY COUNTY, 0.1 MILE EAST
 JJ0449'OF A RELAY BOX, AT A CONCRETE CULVERT, IN THE SOUTHWEST CORNER OF
 JJ0449'THE SOUTH HEADWALL, 15 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 JJ0449'AND ABOUT 3 FEET LOWER THAN THE TRACK.  A STANDARD MONEL-METAL
 JJ0449'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1829 ***********************************************************************
 KK1829  DESIGNATION -  82
 KK1829  PID         -  KK1829
 KK1829  STATE/COUNTY-  CO/DENVER
 KK1829  USGS QUAD   -  LITTLETON (1994)
 KK1829
 KK1829                         *CURRENT SURVEY CONTROL
 KK1829  ___________________________________________________________________
 KK1829* NAD 83(1992)-  39 37 11.43456(N)    105 03 53.84496(W)     ADJUSTED  
 KK1829* NAVD 88     -      1692.0    (meters)    5551.     (feet)  VERTCON   
 KK1829  ___________________________________________________________________
 KK1829  LAPLACE CORR-         -12.83  (seconds)                    DEFLEC99
 KK1829  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 KK1829
 KK1829  HORZ ORDER  -  SECOND
 KK1829
 KK1829.The horizontal coordinates were established by classical geodetic methods
 KK1829.and adjusted by the National Geodetic Survey in January 1993..
 KK1829
 KK1829.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1829
 KK1829.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1829
 KK1829.The geoid height was determined by GEOID03.
 KK1829
 KK1829;                    North         East     Units Scale Factor Converg.
 KK1829;SPC CO C     -   503,210.457   951,756.019   MT  0.99997684   +0 16 27.8
 KK1829;SPC CO C     - 1,650,949.64  3,122,552.87   sFT  0.99997684   +0 16 27.8
 KK1829;UTM  13      - 4,385,566.905   494,424.670   MT  0.99960038   -0 02 29.1
 KK1829
 KK1829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1829!SPC CO C     -   0.99973720  x   0.99997684  =   0.99971405
 KK1829!UTM  13      -   0.99973720  x   0.99960038  =   0.99933769
 KK1829
 KK1829|---------------------------------------------------------------------|
 KK1829| PID    Reference Object                     Distance      Geod. Az  |
 KK1829|                                                           dddmmss.s |
 KK1829| CP7235 82 RM 1                              13.576 METERS 17703     |
 KK1829| CP7236 82 RM 2                              15.989 METERS 27506     |
 KK1829| CP7234 82 AZ MK                                           2952239.6 |
 KK1829|---------------------------------------------------------------------|
 KK1829
 KK1829                          SUPERSEDED SURVEY CONTROL
 KK1829
 KK1829  NAD 83(1986)-  39 37 11.43182(N)    105 03 53.84339(W) AD(       ) 2
 KK1829  NAD 27      -  39 37 11.47554(N)    105 03 51.89886(W) AD(       ) 2
 KK1829  NGVD 29 (07/19/86) 1691.1    (m)         5548.     (f) VERT ANG       
 KK1829
 KK1829.Superseded values are not recommended for survey control.
 KK1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1829.See file dsdata.txt to determine how the superseded data were derived.
 KK1829
 KK1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9442585567(NAD 83)
 KK1829_MARKER: DD = SURVEY DISK
 KK1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1829_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1829
 KK1829  HISTORY     - Date     Condition        Report By
 KK1829  HISTORY     - 1977     MONUMENTED       CO-059
 KK1829
 KK1829                          STATION DESCRIPTION
 KK1829
 KK1829'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1829'THE STATION IS LOCATED 2-1/2 MILES NORTHWEST OF LITTLETON, ON
 KK1829'DENVER WATER BOARD PROPERTY, ABOUT 200 YARDS SOUTHEAST OF THE
 KK1829'EAST END OF THE DIKE BETWEEN MARSTON LAKE AND BOWLES RESERVOIR
 KK1829'NUMBER 1, IN THE NORTHWEST 1/4 OF SECTION 13, T 5 S, R 69 W.
 KK1829'
 KK1829'TO REACH THE STATION FROM THE ARAPAHOE COUNTY COURTHOUSE IN
 KK1829'LITTLETON, GO WEST ON MAIN STREET 0.4 MILE TO SOUTH SANTA FE
 KK1829'DRIVE.  TURN RIGHT AND GO NORTH 0.7 MILE TO WEST BELLEVIEW
 KK1829'AVENUE.  TURN LEFT AND GO WEST 3.0 MILES TO WEST QUINCY AVENUE,
 KK1829'NEAR THE ENTRANCE TO NORTH MARSTON FILTRATION PLANT.  TURN
 KK1829'LEFT AND GO 0.2 MILE WEST TO THE PLANT ENTRANCE ON THE LEFT.
 KK1829'AFTER OBTAINING PERMISSION AT THE OFFICE, PROCEED 1 MILE AROUND
 KK1829'THE EAST SIDE OF THE LAKE, TO THE SOUTHWEST TIP AND THE EAST
 KK1829'END OF A DIKE BETWEEN IT AND ANOTHER LAKE TO THE SOUTH.
 KK1829'
 KK1829'THE STAION MARK, STAMPED---82 JCMD 1977---, IS A 3-INCH BRONZE
 KK1829'DISK SET IN CONCRETE FLUSH WITH GROUND LEVEL, AT THE EAST EDGE
 KK1829'OF A ROAD CURVE TO THE RIGHT, NEAR THE EASTERN MOST POINT OF
 KK1829'THE ROAD.
 KK1829'
 KK1829'REFERENCE MARK 1, STAMPED---82 JCMD RM 1 1977---, IS A 3-INCH
 KK1829'BRONZE DISK SET IN CONCRETE FLUSH WITH GROUND LEVEL, 45 FEET
 KK1829'SOUTHWEST OF THE STATION NEAR THE SOUTHEAST EDGE OF THE ROAD.
 KK1829'
 KK1829'REFERENCE MARK 2, STAMPED---82 JCMD RM 2 1977---, IS A 3-INCH
 KK1829'BRONZE DISK SET IN CONCRETE AT GROUND LEVEL, 53 FEET NORTHWEST
 KK1829'OF THE STATION MID-WAY BETWEEN THE WEST EDGE OF THE ROAD AND
 KK1829'A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0053 ***********************************************************************
 HM0053  DESIGNATION -  8209
 HM0053  PID         -  HM0053
 HM0053  STATE/COUNTY-  CO/LA PLATA
 HM0053  USGS QUAD   -  THOMPSON PARK (1963)
 HM0053
 HM0053                         *CURRENT SURVEY CONTROL
 HM0053  ___________________________________________________________________
 HM0053* NAD 83(1986)-  37 20 15.     (N)    108 09 29.     (W)     SCALED    
 HM0053* NAVD 88     -      2502.344  (meters)    8209.77   (feet)  POSTED    
 HM0053  ___________________________________________________________________
 HM0053  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 HM0053  DYNAMIC HT  -        2498.950 (meters)    8198.64  (feet)  COMP
 HM0053  MODELED GRAV-     979,184.7   (mgal)                       NAVD 88
 HM0053
 HM0053  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HM0053
 HM0053.The horizontal coordinates were scaled from a topographic map and have
 HM0053.an estimated accuracy of +/- 6 seconds.
 HM0053
 HM0053.The orthometric height was determined by differential leveling
 HM0053.and adjusted by the National Geodetic Survey in 1992..
 HM0053.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HM0053.rate of 0.0 thru 1.0 mm/km.
 HM0053
 HM0053.The geoid height was determined by GEOID03.
 HM0053
 HM0053.The dynamic height is computed by dividing the NAVD 88
 HM0053.geopotential number by the normal gravity value computed on the
 HM0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0053.degrees latitude (g = 980.6199 gals.).
 HM0053
 HM0053.The modeled gravity was interpolated from observed gravity values.
 HM0053
 HM0053;                    North         East    Units  Estimated Accuracy
 HM0053;SPC CO S     -   382,600.      678,890.      MT  (+/- 180 meters Scaled)
 HM0053
 HM0053                          SUPERSEDED SURVEY CONTROL
 HM0053
 HM0053  NGVD 29 (??/??/92) 2500.974  (m)         8205.28   (f) ADJ UNCH    1 2
 HM0053
 HM0053.Superseded values are not recommended for survey control.
 HM0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0053.See file dsdata.txt to determine how the superseded data were derived.
 HM0053
 HM0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG517361(NAD 83)
 HM0053_MARKER: DD = SURVEY DISK
 HM0053_SETTING: 0 = UNSPECIFIED SETTING
 HM0053_STAMPING: 8209
 HM0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0053
 HM0053  HISTORY     - Date     Condition        Report By
 HM0053  HISTORY     - UNK      MONUMENTED       USGS
 HM0053  HISTORY     - 1934     GOOD             NGS
 HM0053
 HM0053                          STATION DESCRIPTION
 HM0053
 HM0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HM0053'10.1 MI W FROM HESPERUS.
 HM0053'ON RIGHT OF WAY OF R.G.S. R.R. .4 MILES WEST OF M.P. 136 19 FEET
 HM0053'SOUTHWEST OF CENTER LINE OF TRACK 500 FEET WEST OF KANE STATION SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0679 ***********************************************************************
 LL0679  DESIGNATION -  823
 LL0679  PID         -  LL0679
 LL0679  STATE/COUNTY-  CO/BOULDER
 LL0679  USGS QUAD   -  LYONS (1978)
 LL0679
 LL0679                         *CURRENT SURVEY CONTROL
 LL0679  ___________________________________________________________________
 LL0679* NAD 83(1986)-  40 11 28.     (N)    105 15 06.     (W)     SCALED    
 LL0679* NAVD 88     -      1646.726  (meters)    5402.63   (feet)  ADJUSTED  
 LL0679  ___________________________________________________________________
 LL0679  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 LL0679  DYNAMIC HT  -        1645.193 (meters)    5397.60  (feet)  COMP
 LL0679  MODELED GRAV-     979,637.2   (mgal)                       NAVD 88
 LL0679
 LL0679  VERT ORDER  -  FIRST     CLASS II
 LL0679
 LL0679.The horizontal coordinates were scaled from a topographic map and have
 LL0679.an estimated accuracy of +/- 6 seconds.
 LL0679
 LL0679.The orthometric height was determined by differential leveling
 LL0679.and adjusted by the National Geodetic Survey in June 1991..
 LL0679
 LL0679.The geoid height was determined by GEOID03.
 LL0679
 LL0679.The dynamic height is computed by dividing the NAVD 88
 LL0679.geopotential number by the normal gravity value computed on the
 LL0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0679.degrees latitude (g = 980.6199 gals.).
 LL0679
 LL0679.The modeled gravity was interpolated from observed gravity values.
 LL0679
 LL0679;                    North         East    Units  Estimated Accuracy
 LL0679;SPC CO N     -   400,070.      935,550.      MT  (+/- 180 meters Scaled)
 LL0679
 LL0679                          SUPERSEDED SURVEY CONTROL
 LL0679
 LL0679  NGVD 29 (??/??/??) 1645.791  (m)         5399.57   (f) ADJUSTED    1 2
 LL0679
 LL0679.Superseded values are not recommended for survey control.
 LL0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0679.See file dsdata.txt to determine how the superseded data were derived.
 LL0679
 LL0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE785489(NAD 83)
 LL0679_MARKER: DD = SURVEY DISK
 LL0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0679_STAMPING: 593 + 00 823 C 5421.63 S
 LL0679_MARK LOGO: CODH  
 LL0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0679+STABILITY: SURFACE MOTION
 LL0679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0679+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002
 LL0679
 LL0679  HISTORY     - Date     Condition        Report By
 LL0679  HISTORY     - UNK      MONUMENTED       CODH
 LL0679  HISTORY     - 1952     GOOD             NGS
 LL0679  HISTORY     - 1982     GOOD             NGS
 LL0679  HISTORY     - 1984     GOOD             NGS
 LL0679  HISTORY     - 19980914 MARK NOT FOUND   USPSQD
 LL0679  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL0679  HISTORY     - 20020711 GOOD             NGS
 LL0679
 LL0679                          STATION DESCRIPTION
 LL0679
 LL0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 LL0679'2.8 MI S FROM LYONS.
 LL0679'1.45 MILES SOUTHEAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 LL0679'AT LYONS, THENCE 1.4 MILES SOUTH ALONG STATE HIGHWAY 7, 100 FEET
 LL0679'NORTH OF A FENCE LEADING WEST, 51 FEET WEST OF THE CENTER LINE
 LL0679'OF THE HIGHWAY, 4 FEET WEST OF A STEEL BRACE POST, 3 FEET WEST
 LL0679'OF A 6 X 10 INCH WHITE CONCRETE POST WHICH HAS A HEIGHT OF 5 FEET,
 LL0679'1 FOOT WEST OF A NORTH AND SOUTH FENCE, SET IN THE TOP OF A
 LL0679'CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
 LL0679
 LL0679                          STATION RECOVERY (1982)
 LL0679
 LL0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LL0679'A WITNESS POST WITH SIGN WAS SET 0.6 M (2 FT) EAST OF THE BENCH MARK.
 LL0679
 LL0679                          STATION RECOVERY (1984)
 LL0679
 LL0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0679'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  12.7 KM
 LL0679'(7.9 MI) WESTERLY ALONG STATE HIGHWAY 66 FROM ITS JUNCTION WITH U.S.
 LL0679'HIGHWAY 287 IN LONGMONT, THENCE 2.3 KM (1.45 MI) SOUTHERLY ALONG U.S.
 LL0679'HIGHWAY 36.
 LL0679
 LL0679                          STATION RECOVERY (1998)
 LL0679
 LL0679'RECOVERY NOTE BY US POWER SQUADRON 1998
 LL0679'MARK NOT FOUND.
 LL0679
 LL0679                          STATION RECOVERY (2001)
 LL0679
 LL0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0679'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL0679
 LL0679                          STATION RECOVERY (2002)
 LL0679
 LL0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 LL0679'METAL WITNESS POST SET IN FENCE LINE. IT IS PROBABLY ONLY CLASS D
 LL0679'MONUMENTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0441 ***********************************************************************
 JJ0441  DESIGNATION -  823+28 1/2
 JJ0441  PID         -  JJ0441
 JJ0441  STATE/COUNTY-  CO/KIOWA
 JJ0441  USGS QUAD   -  ARLINGTON (1978)
 JJ0441
 JJ0441                         *CURRENT SURVEY CONTROL
 JJ0441  ___________________________________________________________________
 JJ0441* NAD 83(1986)-  38 18 20.     (N)    103 21 36.     (W)     SCALED    
 JJ0441* NAVD 88     -      1309.926  (meters)    4297.65   (feet)  ADJUSTED  
 JJ0441  ___________________________________________________________________
 JJ0441  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 JJ0441  DYNAMIC HT  -        1308.625 (meters)    4293.38  (feet)  COMP
 JJ0441  MODELED GRAV-     979,590.2   (mgal)                       NAVD 88
 JJ0441
 JJ0441  VERT ORDER  -  SECOND    CLASS 0
 JJ0441
 JJ0441.The horizontal coordinates were scaled from a topographic map and have
 JJ0441.an estimated accuracy of +/- 6 seconds.
 JJ0441
 JJ0441.The orthometric height was determined by differential leveling
 JJ0441.and adjusted by the National Geodetic Survey in June 1991..
 JJ0441
 JJ0441.The geoid height was determined by GEOID03.
 JJ0441
 JJ0441.The dynamic height is computed by dividing the NAVD 88
 JJ0441.geopotential number by the normal gravity value computed on the
 JJ0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0441.degrees latitude (g = 980.6199 gals.).
 JJ0441
 JJ0441.The modeled gravity was interpolated from observed gravity values.
 JJ0441
 JJ0441;                    North         East    Units  Estimated Accuracy
 JJ0441;SPC CO S     -   488,840.    1,101,560.      MT  (+/- 180 meters Scaled)
 JJ0441
 JJ0441                          SUPERSEDED SURVEY CONTROL
 JJ0441
 JJ0441  NGVD 29 (??/??/92) 1309.270  (m)         4295.50   (f) ADJ UNCH    2 0
 JJ0441
 JJ0441.Superseded values are not recommended for survey control.
 JJ0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0441.See file dsdata.txt to determine how the superseded data were derived.
 JJ0441
 JJ0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC433409(NAD 83)
 JJ0441_MARKER: R = RIVET
 JJ0441_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0441_SP_SET: CULVERT
 JJ0441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0441
 JJ0441  HISTORY     - Date     Condition        Report By
 JJ0441  HISTORY     - UNK      MONUMENTED       CGS
 JJ0441  HISTORY     - 1941     GOOD             NGS
 JJ0441
 JJ0441                          STATION DESCRIPTION
 JJ0441
 JJ0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0441'21.9 MI E FROM ORDWAY.
 JJ0441'IN KIOWA COUNTY, 21.9 MILES EAST ALONG THE MISSOURI PACIFIC
 JJ0441'RAILROAD FROM THE STATION AT ORDWAY, CROWLEY COUNTY, 15 FEET WEST
 JJ0441'OF THE WEST END OF A WOODEN TRESTLE, AT A CONCRETE CULVERT, IN
 JJ0441'THE SOUTHWEST CORNER OF THE SOUTH HEADWALL, 15 FEET SOUTH OF THE
 JJ0441'CENTERLINE OF THE TRACK, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A
 JJ0441'STANDARD MONEL-METEL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0477 ***********************************************************************
 KK0477  DESIGNATION -  8235.18
 KK0477  PID         -  KK0477
 KK0477  STATE/COUNTY-  CO/BOULDER
 KK0477  USGS QUAD   -  NEDERLAND (1972)
 KK0477
 KK0477                         *CURRENT SURVEY CONTROL
 KK0477  ___________________________________________________________________
 KK0477* NAD 83(1986)-  39 57 42.     (N)    105 30 38.     (W)     SCALED    
 KK0477* NAVD 88     -      2511.084  (meters)    8238.45   (feet)  ADJUSTED  
 KK0477  ___________________________________________________________________
 KK0477  GEOID HEIGHT-         -13.29  (meters)                     GEOID03
 KK0477  DYNAMIC HT  -        2508.324 (meters)    8229.39  (feet)  COMP
 KK0477  MODELED GRAV-     979,435.5   (mgal)                       NAVD 88
 KK0477
 KK0477  VERT ORDER  -  SECOND    CLASS 0
 KK0477
 KK0477.The horizontal coordinates were scaled from a topographic map and have
 KK0477.an estimated accuracy of +/- 6 seconds.
 KK0477
 KK0477.The orthometric height was determined by differential leveling
 KK0477.and adjusted by the National Geodetic Survey in June 1991..
 KK0477
 KK0477.The geoid height was determined by GEOID03.
 KK0477
 KK0477.The dynamic height is computed by dividing the NAVD 88
 KK0477.geopotential number by the normal gravity value computed on the
 KK0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0477.degrees latitude (g = 980.6199 gals.).
 KK0477
 KK0477.The modeled gravity was interpolated from observed gravity values.
 KK0477
 KK0477;                    North         East    Units  Estimated Accuracy
 KK0477;SPC CO N     -   374,560.      913,500.      MT  (+/- 180 meters Scaled)
 KK0477
 KK0477                          SUPERSEDED SURVEY CONTROL
 KK0477
 KK0477  NGVD 29 (??/??/92) 2509.737  (m)         8234.03   (f) ADJ UNCH    2 0
 KK0477
 KK0477.Superseded values are not recommended for survey control.
 KK0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0477.See file dsdata.txt to determine how the superseded data were derived.
 KK0477
 KK0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE563236(NAD 83)
 KK0477_MARKER: DD = SURVEY DISK
 KK0477_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0477_SP_SET: BRIDGE
 KK0477_STAMPING: 8235.18
 KK0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0477
 KK0477  HISTORY     - Date     Condition        Report By
 KK0477  HISTORY     - UNK      MONUMENTED       BPR
 KK0477  HISTORY     - 1951     GOOD             NGS
 KK0477  HISTORY     - 1977     GOOD             DOD
 KK0477  HISTORY     - 19950825 MARK NOT FOUND   USPSQD
 KK0477  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KK0477  HISTORY     - 20020913 MARK NOT FOUND   USPSQD
 KK0477  HISTORY     - 20050201 MARK NOT FOUND   USPSQD
 KK0477
 KK0477                          STATION DESCRIPTION
 KK0477
 KK0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0477'AT NEDERLAND.
 KK0477'AT NEDERLAND, 139 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF
 KK0477'STATE HIGHWAYS 160, 72 AND 119, 24 FEET NORTHEAST OF THE CENTER
 KK0477'LINE OF STATE HIGHWAY 119, 4 FEET BELOW THE LEVEL OF THE HIGHWAY,
 KK0477'SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHWEST HEADWALL OF A
 KK0477'CONCRETE BRIDGE OVER MIDDLE BOULDER CREEK.
 KK0477
 KK0477                          STATION RECOVERY (1977)
 KK0477
 KK0477'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1977
 KK0477'RECOVERED IN GOOD CONDITION.
 KK0477
 KK0477                          STATION RECOVERY (1995)
 KK0477
 KK0477'RECOVERY NOTE BY US POWER SQUADRON 1995
 KK0477'MARK NOT FOUND.
 KK0477
 KK0477                          STATION RECOVERY (2001)
 KK0477
 KK0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KK0477'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KK0477
 KK0477                          STATION RECOVERY (2002)
 KK0477
 KK0477'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 KK0477'MARK NOT FOUND.
 KK0477
 KK0477                          STATION RECOVERY (2005)
 KK0477
 KK0477'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 KK0477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0108 ***********************************************************************
 HL0108  DESIGNATION -  8243
 HL0108  PID         -  HL0108
 HL0108  STATE/COUNTY-  CO/RIO GRANDE
 HL0108  USGS QUAD   -  SOUTH FORK WEST (1967)
 HL0108
 HL0108                         *CURRENT SURVEY CONTROL
 HL0108  ___________________________________________________________________
 HL0108* NAD 83(1986)-  37 41 40.     (N)    106 40 59.     (W)     SCALED    
 HL0108* NAVD 88     -      2513.933  (meters)    8247.80   (feet)  ADJUSTED  
 HL0108  ___________________________________________________________________
 HL0108  GEOID HEIGHT-         -15.71  (meters)                     GEOID03
 HL0108  DYNAMIC HT  -        2510.463 (meters)    8236.41  (feet)  COMP
 HL0108  MODELED GRAV-     979,159.8   (mgal)                       NAVD 88
 HL0108
 HL0108  VERT ORDER  -  SECOND    CLASS 0
 HL0108
 HL0108.The horizontal coordinates were scaled from a topographic map and have
 HL0108.an estimated accuracy of +/- 6 seconds.
 HL0108
 HL0108.The orthometric height was determined by differential leveling
 HL0108.and adjusted by the National Geodetic Survey in June 1991..
 HL0108
 HL0108.The geoid height was determined by GEOID03.
 HL0108
 HL0108.The dynamic height is computed by dividing the NAVD 88
 HL0108.geopotential number by the normal gravity value computed on the
 HL0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0108.degrees latitude (g = 980.6199 gals.).
 HL0108
 HL0108.The modeled gravity was interpolated from observed gravity values.
 HL0108
 HL0108;                    North         East    Units  Estimated Accuracy
 HL0108;SPC CO S     -   419,530.      810,070.      MT  (+/- 180 meters Scaled)
 HL0108
 HL0108                          SUPERSEDED SURVEY CONTROL
 HL0108
 HL0108  NGVD 29 (??/??/92) 2512.354  (m)         8242.61   (f) ADJ UNCH    2 0
 HL0108
 HL0108.Superseded values are not recommended for survey control.
 HL0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0108.See file dsdata.txt to determine how the superseded data were derived.
 HL0108
 HL0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB516732(NAD 83)
 HL0108_MARKER: DD = SURVEY DISK
 HL0108_SETTING: 66 = SET IN ROCK OUTCROP
 HL0108_SP_SET: ROCK CLIFF
 HL0108_STAMPING: 8243
 HL0108_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0108+STABILITY: POSITION/ELEVATION WELL
 HL0108
 HL0108  HISTORY     - Date     Condition        Report By
 HL0108  HISTORY     - UNK      MONUMENTED       USGS
 HL0108  HISTORY     - 1934     GOOD             NGS
 HL0108
 HL0108                          STATION DESCRIPTION
 HL0108
 HL0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HL0108'3.6 MI NW FROM SOUTH FORK.
 HL0108'3.6 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 HL0108'FROM THE WATER TANK AT SOUTH FORK, RIO GRANDE COUNTY, 0.3 MILE
 HL0108'SOUTHEAST OF THE STATION AT MASONIC PARK, 165 FEET SOUTHEAST OF
 HL0108'MILEPOST 302, 10 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, IN THE
 HL0108'TOP OF THE EDGE OF A ROCK CLIFF, AND ABOUT 2 FEET ABOVE THE GROUND. A
 HL0108'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 8243.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1874 ***********************************************************************
 KK1874  DESIGNATION -  83
 KK1874  PID         -  KK1874
 KK1874  STATE/COUNTY-  CO/JEFFERSON
 KK1874  USGS QUAD   -  CONIFER (1994)
 KK1874
 KK1874                         *CURRENT SURVEY CONTROL
 KK1874  ___________________________________________________________________
 KK1874* NAD 83(1992)-  39 36 15.14536(N)    105 15 48.57544(W)     ADJUSTED  
 KK1874* NAVD 88     -      2529.2    (meters)    8298.     (feet)  VERTCON   
 KK1874  ___________________________________________________________________
 KK1874  LAPLACE CORR-         -18.02  (seconds)                    DEFLEC99
 KK1874  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 KK1874
 KK1874  HORZ ORDER  -  SECOND
 KK1874
 KK1874.The horizontal coordinates were established by classical geodetic methods
 KK1874.and adjusted by the National Geodetic Survey in January 1993..
 KK1874
 KK1874.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1874
 KK1874.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1874
 KK1874.The geoid height was determined by GEOID03.
 KK1874
 KK1874;                    North         East     Units Scale Factor Converg.
 KK1874;SPC CO C     -   501,411.489   934,713.635   MT  0.99997441   +0 08 57.0
 KK1874;SPC CO C     - 1,645,047.53  3,066,639.65   sFT  0.99997441   +0 08 57.0
 KK1874;UTM  13      - 4,383,862.734   477,378.969   MT  0.99960630   -0 10 04.7
 KK1874
 KK1874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1874!SPC CO C     -   0.99960567  x   0.99997441  =   0.99958009
 KK1874!UTM  13      -   0.99960567  x   0.99960630  =   0.99921213
 KK1874
 KK1874|---------------------------------------------------------------------|
 KK1874| PID    Reference Object                     Distance      Geod. Az  |
 KK1874|                                                           dddmmss.s |
 KK1874| CP7237 83 RM 1                              10.639 METERS 05851     |
 KK1874| KK1873 DOUBLE                              APPROX. 4.7 KM 1771721.2 |
 KK1874| KK1885 BEAR MTN                            APPROX. 3.1 KM 3120527.1 |
 KK1874| CP7238 83 RM 2                               7.423 METERS 32318     |
 KK1874|---------------------------------------------------------------------|
 KK1874
 KK1874                          SUPERSEDED SURVEY CONTROL
 KK1874
 KK1874  NAD 83(1986)-  39 36 15.14294(N)    105 15 48.57578(W) AD(       ) 2
 KK1874  NAD 27      -  39 36 15.18283(N)    105 15 46.60966(W) AD(       ) 2
 KK1874  NGVD 29 (07/19/86) 2528.1    (m)         8294.     (f) VERT ANG       
 KK1874
 KK1874.Superseded values are not recommended for survey control.
 KK1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1874.See file dsdata.txt to determine how the superseded data were derived.
 KK1874
 KK1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7737983863(NAD 83)
 KK1874_MARKER: DD = SURVEY DISK
 KK1874_SETTING: 66 = SET IN ROCK OUTCROP
 KK1874
 KK1874  HISTORY     - Date     Condition        Report By
 KK1874  HISTORY     - 1977     MONUMENTED       CO-059
 KK1874
 KK1874                          STATION DESCRIPTION
 KK1874
 KK1874'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1874'THE STATION IS LOCATED 3 MILES SOUTHEAST OF EVERGREEN IN THE
 KK1874'NORTHEAST 1/4 OF SECTION 19, T 5 S, R 70 W, AND ATOP LONE
 KK1874'PEAK.
 KK1874'
 KK1874'TO REACH THE STATION FROM THE STOP LIGHT AT THE JUNCTION TO
 KK1874'STATE HIGHWAY 74 AND COUNTY ROAD 78 IN EVERGREEN, GO SOUTHWEST
 KK1874'ON ROAD 78 FOR 0.2 MILE TO LITTLE CLUB CREEK ROAD.  TURN LEFT
 KK1874'AND GO EAST ON LITTLE CLUB CREEK ROAD FOR 1.2 MILES TO ITS
 KK1874'JUNCTION WITH STANLEY PARK ROAD.  TURN LEFT ON STANLEY PARK
 KK1874'ROAD AND PROCEED 1.3 MILES TO A FORK AT THE NORTHEAST CORNER
 KK1874'OF A SMALL LAKE.  BEAR RIGHT AT THIS FORK AND CONTINUE FOR 1
 KK1874'MILE TO THE HIGHEST POINT IN A NORTH-SOUTH STRETCH OF THE ROAD
 KK1874'AND END OF TRUCK TRAVEL.  FROM HERE BEGIN THE 20 MINUTE PACK
 KK1874'EAST-SOUTHEAST, PASSING ALONG THE SOUTH SIDE OF SEVERAL ROCK
 KK1874'OUTCROPS NEAR THE TOP OF THE FIRST EAST-WEST RIDGE.  AFTER
 KK1874'PASSING THROUGH A SADDLE THAT SEPARATES THE JUST METIONED
 KK1874'RIDGE FROM LONE PEAK PROPER, STAY TO THE NORTH EDGE OF THE 1/8
 KK1874'MILE LONG EAST-WEST ROCK OUTCROP THAT FORMS THE CREST OF LONE
 KK1874'PEAK.  UPON REACHING A SPOT DIRECTLY NORTH OF AND BELOW THE
 KK1874'HIGHEST POINT, MAKE YOUR WAY THE LAST FIFTY YARDS UP A BREAK
 KK1874'IN THE OUTCROP TO THE STATION AT THE HIGHEST POINT.
 KK1874'
 KK1874'THE STATION MARK, STAMPED---83 JCMD 1977---, IS A 3-INCH BRONZE
 KK1874'DISK CEMENTED IN A DRILL HOLE IN A BEDROCK OUTCROP, 1 FOOT FROM
 KK1874'ITS WEST TIP, 0.5 FOOT FROM THE SOUTH EDGE, AND 6 FEET FROM
 KK1874'A SOUTHERNMOST TIP.
 KK1874'
 KK1874'REFERENCE MARK 1, STAMPED---83 JCMD RM 1 1977---, IS A 3-INCH
 KK1874'BRONZE DISK CEMENTED IN BEDROCK OUTCROP, 5.6 FEET WEST OF THE
 KK1874'EASTERNMOST TIP, AND 1 FOOT NORTHEAST OF A SHEER CREVASSE.
 KK1874'
 KK1874'REFERENCE MARK 2, STAMPED---83 JCMD RM 2 1977---, IS A 3 INCH
 KK1874'BRONZE DISK CEMENTED IN BEDROCK OUTCROP, AT THE WEST TIP OF
 KK1874'THE HIGHEST AREA, 10 FEET NORTHEAST OF A SHEER SOUTHWEST FACE,
 KK1874'AND 2 FEET SOUTHWEST OF A NORTHEAST SLOPING ROCK FACE.
 KK1874'
 KK1874'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0434 ***********************************************************************
 JJ0434  DESIGNATION -  830+08 1/4
 JJ0434  PID         -  JJ0434
 JJ0434  STATE/COUNTY-  CO/KIOWA
 JJ0434  USGS QUAD   -  HOUSTON LAKES (1978)
 JJ0434
 JJ0434                         *CURRENT SURVEY CONTROL
 JJ0434  ___________________________________________________________________
 JJ0434* NAD 83(1986)-  38 16 24.     (N)    103 28 00.     (W)     SCALED    
 JJ0434* NAVD 88     -      1323.892  (meters)    4343.47   (feet)  ADJUSTED  
 JJ0434  ___________________________________________________________________
 JJ0434  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 JJ0434  DYNAMIC HT  -        1322.563 (meters)    4339.11  (feet)  COMP
 JJ0434  MODELED GRAV-     979,579.4   (mgal)                       NAVD 88
 JJ0434
 JJ0434  VERT ORDER  -  SECOND    CLASS 0
 JJ0434
 JJ0434.The horizontal coordinates were scaled from a topographic map and have
 JJ0434.an estimated accuracy of +/- 6 seconds.
 JJ0434
 JJ0434.The orthometric height was determined by differential leveling
 JJ0434.and adjusted by the National Geodetic Survey in June 1991..
 JJ0434
 JJ0434.The geoid height was determined by GEOID03.
 JJ0434
 JJ0434.The dynamic height is computed by dividing the NAVD 88
 JJ0434.geopotential number by the normal gravity value computed on the
 JJ0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0434.degrees latitude (g = 980.6199 gals.).
 JJ0434
 JJ0434.The modeled gravity was interpolated from observed gravity values.
 JJ0434
 JJ0434;                    North         East    Units  Estimated Accuracy
 JJ0434;SPC CO S     -   485,060.    1,092,310.      MT  (+/- 180 meters Scaled)
 JJ0434
 JJ0434                          SUPERSEDED SURVEY CONTROL
 JJ0434
 JJ0434  NGVD 29 (??/??/92) 1323.218  (m)         4341.26   (f) ADJ UNCH    2 0
 JJ0434
 JJ0434.Superseded values are not recommended for survey control.
 JJ0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0434.See file dsdata.txt to determine how the superseded data were derived.
 JJ0434
 JJ0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC341372(NAD 83)
 JJ0434_MARKER: X = CHISELED CROSS
 JJ0434_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0434_SP_SET: CULVERT
 JJ0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0434
 JJ0434  HISTORY     - Date     Condition        Report By
 JJ0434  HISTORY     - UNK      MONUMENTED       CGS
 JJ0434  HISTORY     - 1941     GOOD             NGS
 JJ0434
 JJ0434                          STATION DESCRIPTION
 JJ0434
 JJ0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0434'15.7 MI E FROM ORDWAY.
 JJ0434'IN KIOWA COUNTY, 15.7 MILES EAST ALONG THE MISSOURI PACIFIC
 JJ0434'RAILROAD FROM THE STATION AT ORDWAY, CROWLEY COUNTY, 0.1 MILE WEST
 JJ0434'OF A SIGNAL, AT A 36-INCH CAST IRON PIPE CULVERT, ON THE TOP OF THE
 JJ0434'NORTH HEADWALL, 18 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND
 JJ0434'ABOUT 4 FEET LOWER THAN THE TRACK.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0870 ***********************************************************************
 LL0870  DESIGNATION -  8301.78
 LL0870  PID         -  LL0870
 LL0870  STATE/COUNTY-  CO/BOULDER
 LL0870  USGS QUAD   -  ALLENS PARK (1978)
 LL0870
 LL0870                         *CURRENT SURVEY CONTROL
 LL0870  ___________________________________________________________________
 LL0870* NAD 83(1986)-  40 13 06.     (N)    105 32 05.     (W)     SCALED    
 LL0870* NAVD 88     -      2532.265  (meters)    8307.94   (feet)  ADJUSTED  
 LL0870  ___________________________________________________________________
 LL0870  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 LL0870  DYNAMIC HT  -        2529.556 (meters)    8299.05  (feet)  COMP
 LL0870  MODELED GRAV-     979,463.6   (mgal)                       NAVD 88
 LL0870
 LL0870  VERT ORDER  -  SECOND    CLASS 0
 LL0870
 LL0870.The horizontal coordinates were scaled from a topographic map and have
 LL0870.an estimated accuracy of +/- 6 seconds.
 LL0870
 LL0870.The orthometric height was determined by differential leveling
 LL0870.and adjusted by the National Geodetic Survey in June 1991..
 LL0870
 LL0870.The geoid height was determined by GEOID03.
 LL0870
 LL0870.The dynamic height is computed by dividing the NAVD 88
 LL0870.geopotential number by the normal gravity value computed on the
 LL0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0870.degrees latitude (g = 980.6199 gals.).
 LL0870
 LL0870.The modeled gravity was interpolated from observed gravity values.
 LL0870
 LL0870;                    North         East    Units  Estimated Accuracy
 LL0870;SPC CO N     -   403,060.      911,450.      MT  (+/- 180 meters Scaled)
 LL0870
 LL0870                          SUPERSEDED SURVEY CONTROL
 LL0870
 LL0870  NGVD 29 (??/??/92) 2530.951  (m)         8303.63   (f) ADJ UNCH    2 0
 LL0870
 LL0870.Superseded values are not recommended for survey control.
 LL0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0870.See file dsdata.txt to determine how the superseded data were derived.
 LL0870
 LL0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE545521(NAD 83)
 LL0870_MARKER: DD = SURVEY DISK
 LL0870_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LL0870_SP_SET: BRIDGE
 LL0870_STAMPING: 8301.78 1927
 LL0870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0870+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 LL0870
 LL0870  HISTORY     - Date     Condition        Report By
 LL0870  HISTORY     - 1927     MONUMENTED       BPR
 LL0870  HISTORY     - 1951     GOOD             NGS
 LL0870  HISTORY     - 19990915 GOOD             USPSQD
 LL0870  HISTORY     - 20010331 GOOD             NGS
 LL0870  HISTORY     - 20031016 GOOD             USPSQD
 LL0870  HISTORY     - 20050901 GOOD             USPSQD
 LL0870
 LL0870                          STATION DESCRIPTION
 LL0870
 LL0870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LL0870'2.6 MI N FROM ALLENSPARK.
 LL0870'2.65 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT
 LL0870'ALLENSPARK, 12 FEET EAST OPF THE CENTER LINE OF THE HIGHWAY, SET IN
 LL0870'THE TOP OF THE SOUTHEAST WINGWALL OF A BRIDGE OVER NORTH ST. VRAIN
 LL0870'CREEK, 1.7 FEET EAST OF THE SOUTH END OF THE EAST BANNISTER OF THE
 LL0870'BRIDGE.
 LL0870
 LL0870                          STATION RECOVERY (1999)
 LL0870
 LL0870'RECOVERY NOTE BY US POWER SQUADRON 1999
 LL0870'RECOVERED IN GOOD CONDITION.
 LL0870
 LL0870                          STATION RECOVERY (2001)
 LL0870
 LL0870'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0870'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL0870
 LL0870                          STATION RECOVERY (2003)
 LL0870
 LL0870'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 LL0870'RECOVERED IN GOOD CONDITION.
 LL0870
 LL0870                          STATION RECOVERY (2005)
 LL0870
 LL0870'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 LL0870'CHANGE HWY. 7 TO STATE HWY 84.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0949 ***********************************************************************
 LL0949  DESIGNATION -  8309
 LL0949  PID         -  LL0949
 LL0949  STATE/COUNTY-  CO/LARIMER
 LL0949  USGS QUAD   -  GLENDEVEY (1967)
 LL0949
 LL0949                         *CURRENT SURVEY CONTROL
 LL0949  ___________________________________________________________________
 LL0949* NAD 83(1986)-  40 48 19.     (N)    105 55 59.     (W)     SCALED    
 LL0949* NAVD 88     -      2533.385  (meters)    8311.61   (feet)  ADJUSTED  
 LL0949  ___________________________________________________________________
 LL0949  GEOID HEIGHT-         -11.06  (meters)                     GEOID03
 LL0949  DYNAMIC HT  -        2530.831 (meters)    8303.23  (feet)  COMP
 LL0949  MODELED GRAV-     979,524.0   (mgal)                       NAVD 88
 LL0949
 LL0949  VERT ORDER  -  SECOND    CLASS 0
 LL0949
 LL0949.The horizontal coordinates were scaled from a topographic map and have
 LL0949.an estimated accuracy of +/- 6 seconds.
 LL0949
 LL0949.The orthometric height was determined by differential leveling
 LL0949.and adjusted by the National Geodetic Survey in June 1991..
 LL0949
 LL0949.The geoid height was determined by GEOID03.
 LL0949
 LL0949.The dynamic height is computed by dividing the NAVD 88
 LL0949.geopotential number by the normal gravity value computed on the
 LL0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0949.degrees latitude (g = 980.6199 gals.).
 LL0949
 LL0949.The modeled gravity was interpolated from observed gravity values.
 LL0949
 LL0949;                    North         East    Units  Estimated Accuracy
 LL0949;SPC CO N     -   468,330.      877,860.      MT  (+/- 180 meters Scaled)
 LL0949
 LL0949                          SUPERSEDED SURVEY CONTROL
 LL0949
 LL0949  NGVD 29 (??/??/92) 2532.092  (m)         8307.37   (f) ADJ UNCH    2 0
 LL0949
 LL0949.Superseded values are not recommended for survey control.
 LL0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0949.See file dsdata.txt to determine how the superseded data were derived.
 LL0949
 LL0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF212175(NAD 83)
 LL0949_MARKER: DD = SURVEY DISK
 LL0949_SETTING: 80 = SET IN A BOULDER
 LL0949_STAMPING: 8309
 LL0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0949+STABILITY: SURFACE MOTION
 LL0949
 LL0949  HISTORY     - Date     Condition        Report By
 LL0949  HISTORY     - UNK      MONUMENTED       USGS
 LL0949  HISTORY     - 1951     GOOD             NGS
 LL0949
 LL0949                          STATION DESCRIPTION
 LL0949
 LL0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LL0949'0.2 MI NE FROM GLENDEVEY.
 LL0949'0.2 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE GROCERY
 LL0949'STORE AT GLENDEVEY LODGE, 256 FEET SOUTHEAST OF THE CENTER
 LL0949'LINE OF THE ROAD, 244 FEET SOUTHEAST OF THE SOUTHEAST HEADWALL
 LL0949'OF A 48 INCH PIPE CULVERT, 35 FEET WEST OF THE CENTER LINE OF
 LL0949'AN OLD NORTH AND SOUTH TRAIL, 20 FEET SOUTHWEST OF THE CENTER LINE
 LL0949'OF AN OLD TRAIL LEADING NORTHWEST, 2 FEET ABOVE THE GROUND, SET
 LL0949'IN THE TOP OF A GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0432 ***********************************************************************
 JJ0432  DESIGNATION -  831+04 3/4
 JJ0432  PID         -  JJ0432
 JJ0432  STATE/COUNTY-  CO/KIOWA
 JJ0432  USGS QUAD   -  HOUSTON LAKES (1978)
 JJ0432
 JJ0432                         *CURRENT SURVEY CONTROL
 JJ0432  ___________________________________________________________________
 JJ0432* NAD 83(1986)-  38 16 12.     (N)    103 28 58.     (W)     SCALED    
 JJ0432* NAVD 88     -      1325.561  (meters)    4348.94   (feet)  ADJUSTED  
 JJ0432  ___________________________________________________________________
 JJ0432  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 JJ0432  DYNAMIC HT  -        1324.229 (meters)    4344.57  (feet)  COMP
 JJ0432  MODELED GRAV-     979,578.3   (mgal)                       NAVD 88
 JJ0432
 JJ0432  VERT ORDER  -  SECOND    CLASS 0
 JJ0432
 JJ0432.The horizontal coordinates were scaled from a topographic map and have
 JJ0432.an estimated accuracy of +/- 6 seconds.
 JJ0432
 JJ0432.The orthometric height was determined by differential leveling
 JJ0432.and adjusted by the National Geodetic Survey in June 1991..
 JJ0432
 JJ0432.The geoid height was determined by GEOID03.
 JJ0432
 JJ0432.The dynamic height is computed by dividing the NAVD 88
 JJ0432.geopotential number by the normal gravity value computed on the
 JJ0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0432.degrees latitude (g = 980.6199 gals.).
 JJ0432
 JJ0432.The modeled gravity was interpolated from observed gravity values.
 JJ0432
 JJ0432;                    North         East    Units  Estimated Accuracy
 JJ0432;SPC CO S     -   484,650.    1,090,910.      MT  (+/- 180 meters Scaled)
 JJ0432
 JJ0432                          SUPERSEDED SURVEY CONTROL
 JJ0432
 JJ0432  NGVD 29 (??/??/92) 1324.884  (m)         4346.72   (f) ADJ UNCH    2 0
 JJ0432
 JJ0432.Superseded values are not recommended for survey control.
 JJ0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0432.See file dsdata.txt to determine how the superseded data were derived.
 JJ0432
 JJ0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC327368(NAD 83)
 JJ0432_MARKER: R = RIVET
 JJ0432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0432_SP_SET: CULVERT
 JJ0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0432
 JJ0432  HISTORY     - Date     Condition        Report By
 JJ0432  HISTORY     - UNK      MONUMENTED       CGS
 JJ0432  HISTORY     - 1941     GOOD             NGS
 JJ0432
 JJ0432                          STATION DESCRIPTION
 JJ0432
 JJ0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0432'14.8 MI E FROM ORDWAY.
 JJ0432'IN KIOWA COUNTY, 14.8 MILES EAST ALONG THE MISSOURI PACIFIC
 JJ0432'RAILROAD FROM THE STATION AT ORDWAY, CROWLEY COUNTY, 0.1 MILE WEST
 JJ0432'OF A WOODEN TRESTLE, AT A 7-BY 10-FOOT CONCRETE CULVERT, IN THE TOP
 JJ0432'OF THE SOUTH HEADWALL, 15 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 JJ0432'40 FEET NORTH OF A FENCE LINE, AND ABOUT 3 FEET LOWER THAN THE
 JJ0432'TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0567 ***********************************************************************
 JJ0567  DESIGNATION -  832+04
 JJ0567  PID         -  JJ0567
 JJ0567  STATE/COUNTY-  CO/CROWLEY
 JJ0567  USGS QUAD   -  TODD POINT (1977)
 JJ0567
 JJ0567                         *CURRENT SURVEY CONTROL
 JJ0567  ___________________________________________________________________
 JJ0567* NAD 83(1986)-  38 15 56.     (N)    103 30 12.     (W)     SCALED    
 JJ0567* NAVD 88     -      1338.194  (meters)    4390.39   (feet)  ADJUSTED  
 JJ0567  ___________________________________________________________________
 JJ0567  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 JJ0567  DYNAMIC HT  -        1336.848 (meters)    4385.98  (feet)  COMP
 JJ0567  MODELED GRAV-     979,577.3   (mgal)                       NAVD 88
 JJ0567
 JJ0567  VERT ORDER  -  SECOND    CLASS 0
 JJ0567
 JJ0567.The horizontal coordinates were scaled from a topographic map and have
 JJ0567.an estimated accuracy of +/- 6 seconds.
 JJ0567
 JJ0567.The orthometric height was determined by differential leveling
 JJ0567.and adjusted by the National Geodetic Survey in June 1991..
 JJ0567
 JJ0567.The geoid height was determined by GEOID03.
 JJ0567
 JJ0567.The dynamic height is computed by dividing the NAVD 88
 JJ0567.geopotential number by the normal gravity value computed on the
 JJ0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0567.degrees latitude (g = 980.6199 gals.).
 JJ0567
 JJ0567.The modeled gravity was interpolated from observed gravity values.
 JJ0567
 JJ0567;                    North         East    Units  Estimated Accuracy
 JJ0567;SPC CO S     -   484,120.    1,089,120.      MT  (+/- 180 meters Scaled)
 JJ0567
 JJ0567                          SUPERSEDED SURVEY CONTROL
 JJ0567
 JJ0567  NGVD 29 (??/??/92) 1337.515  (m)         4388.16   (f) ADJ UNCH    2 0
 JJ0567
 JJ0567.Superseded values are not recommended for survey control.
 JJ0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0567.See file dsdata.txt to determine how the superseded data were derived.
 JJ0567
 JJ0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC309363(NAD 83)
 JJ0567_MARKER: R = RIVET
 JJ0567_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0567_SP_SET: CULVERT
 JJ0567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0567
 JJ0567  HISTORY     - Date     Condition        Report By
 JJ0567  HISTORY     - UNK      MONUMENTED       CGS
 JJ0567  HISTORY     - 1941     GOOD             NGS
 JJ0567
 JJ0567                          STATION DESCRIPTION
 JJ0567
 JJ0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0567'13.8 MI E FROM ORDWAY.
 JJ0567'13.8 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JJ0567'STATION AT ORDWAY, CROWLEY COUNTY, 36 FEET NORTH OF A FENCE LINE, AT A
 JJ0567'CONCRETE CULVERT, IN THE TOP OF THE SOUTH HEADWALL, 12 FEET SOUTH
 JJ0567'OF THE CENTERLINE OF THE TRACK, AND ABOUT 3 FEET LOWER THAN THE TRACK.
 JJ0567'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0332 ***********************************************************************
 JL0332  DESIGNATION -  8321
 JL0332  PID         -  JL0332
 JL0332  STATE/COUNTY-  CO/GUNNISON
 JL0332  USGS QUAD   -  ALPINE PLATEAU (1983)
 JL0332
 JL0332                         *CURRENT SURVEY CONTROL
 JL0332  ___________________________________________________________________
 JL0332* NAD 83(1986)-  38 10 16.     (N)    107 17 40.     (W)     SCALED    
 JL0332* NAVD 88     -      2536.031  (meters)    8320.30   (feet)  ADJUSTED  
 JL0332  ___________________________________________________________________
 JL0332  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 JL0332  DYNAMIC HT  -        2532.646 (meters)    8309.19  (feet)  COMP
 JL0332  MODELED GRAV-     979,203.7   (mgal)                       NAVD 88
 JL0332
 JL0332  VERT ORDER  -  SECOND    CLASS 0
 JL0332
 JL0332.The horizontal coordinates were scaled from a topographic map and have
 JL0332.an estimated accuracy of +/- 6 seconds.
 JL0332
 JL0332.The orthometric height was determined by differential leveling
 JL0332.and adjusted by the National Geodetic Survey in June 1991..
 JL0332
 JL0332.The geoid height was determined by GEOID03.
 JL0332
 JL0332.The dynamic height is computed by dividing the NAVD 88
 JL0332.geopotential number by the normal gravity value computed on the
 JL0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0332.degrees latitude (g = 980.6199 gals.).
 JL0332
 JL0332.The modeled gravity was interpolated from observed gravity values.
 JL0332
 JL0332;                    North         East    Units  Estimated Accuracy
 JL0332;SPC CO C     -   343,850.      757,160.      MT  (+/- 180 meters Scaled)
 JL0332
 JL0332                          SUPERSEDED SURVEY CONTROL
 JL0332
 JL0332  NGVD 29 (??/??/92) 2534.356  (m)         8314.80   (f) ADJ UNCH    2 0
 JL0332
 JL0332.Superseded values are not recommended for survey control.
 JL0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0332.See file dsdata.txt to determine how the superseded data were derived.
 JL0332
 JL0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC990272(NAD 83)
 JL0332_MARKER: P = PIPE CAP
 JL0332_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JL0332_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JL0332_STAMPING: 8321 OURAY
 JL0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JL0332
 JL0332  HISTORY     - Date     Condition        Report By
 JL0332  HISTORY     - UNK      MONUMENTED       USGS
 JL0332  HISTORY     - 1949     MARK NOT FOUND   NGS
 JL0332
 JL0332                          STATION DESCRIPTION
 JL0332
 JL0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 JL0332'11.1 MI N FROM LAKE CITY.
 JL0332'IN GUNNISON COUNTY, 11.1 MILES NORTH ALONG THE DENVER AND RIO GRANDE
 JL0332'WESTERN RAILROAD (NOW ABANDONED) FROM THE STATION AT LAKE CITY,
 JL0332'HINSDALE COUNTY, 0.2 MILE EAST OF A YELLOW RANCH HOUSE, 110 FEET
 JL0332'SOUTHEAST OF A STOCK-LOADING CORRAL, 33 FEET EAST OF THE CENTERLINE OF
 JL0332'THE TRACK, 24 FEET WEST OF A FENCE PARALLELING STATE HIGHWAY 149, AND
 JL0332'12 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A UNITED STATES
 JL0332'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 8321 OURAY AND RIVETED ON THE
 JL0332'TOP OF A 3-1/2-INCH IRON PIPE.  NOTE-- COVERED BY HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0110 ***********************************************************************
 HL0110  DESIGNATION -  8321
 HL0110  PID         -  HL0110
 HL0110  STATE/COUNTY-  CO/MINERAL
 HL0110  USGS QUAD   -  SOUTH FORK WEST (1967)
 HL0110
 HL0110                         *CURRENT SURVEY CONTROL
 HL0110  ___________________________________________________________________
 HL0110* NAD 83(1986)-  37 43 37.     (N)    106 43 07.     (W)     SCALED    
 HL0110* NAVD 88     -      2537.454  (meters)    8324.96   (feet)  ADJUSTED  
 HL0110  ___________________________________________________________________
 HL0110  GEOID HEIGHT-         -15.58  (meters)                     GEOID03
 HL0110  DYNAMIC HT  -        2533.945 (meters)    8313.45  (feet)  COMP
 HL0110  MODELED GRAV-     979,156.2   (mgal)                       NAVD 88
 HL0110
 HL0110  VERT ORDER  -  SECOND    CLASS 0
 HL0110
 HL0110.The horizontal coordinates were scaled from a topographic map and have
 HL0110.an estimated accuracy of +/- 6 seconds.
 HL0110
 HL0110.The orthometric height was determined by differential leveling
 HL0110.and adjusted by the National Geodetic Survey in June 1991..
 HL0110
 HL0110.The geoid height was determined by GEOID03.
 HL0110
 HL0110.The dynamic height is computed by dividing the NAVD 88
 HL0110.geopotential number by the normal gravity value computed on the
 HL0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0110.degrees latitude (g = 980.6199 gals.).
 HL0110
 HL0110.The modeled gravity was interpolated from observed gravity values.
 HL0110
 HL0110;                    North         East    Units  Estimated Accuracy
 HL0110;SPC CO S     -   423,180.      806,980.      MT  (+/- 180 meters Scaled)
 HL0110
 HL0110                          SUPERSEDED SURVEY CONTROL
 HL0110
 HL0110  NGVD 29 (??/??/92) 2535.859  (m)         8319.73   (f) ADJ UNCH    2 0
 HL0110
 HL0110.Superseded values are not recommended for survey control.
 HL0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0110.See file dsdata.txt to determine how the superseded data were derived.
 HL0110
 HL0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB485769(NAD 83)
 HL0110_MARKER: DD = SURVEY DISK
 HL0110_SETTING: 80 = SET IN A BOULDER
 HL0110_SP_SET: BOULDER
 HL0110_STAMPING: 8321
 HL0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0110+STABILITY: SURFACE MOTION
 HL0110
 HL0110  HISTORY     - Date     Condition        Report By
 HL0110  HISTORY     - UNK      MONUMENTED       USGS
 HL0110  HISTORY     - 1934     GOOD             NGS
 HL0110
 HL0110                          STATION DESCRIPTION
 HL0110
 HL0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HL0110'6.7 MI NW FROM SOUTH FORK.
 HL0110'IN MINERAL COUNTY, 6.7 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE
 HL0110'WESTERN RAILROAD FROM THE WATER TANK AT SOUTH FORK, RIO GRANDE COUNTY,
 HL0110'94 FEET SOUTHEAST OF MILEPOST 305, 1,000 FEET SOUTHWEST OF THE PRIVATE
 HL0110'BRIDGE OVER RIO GRANDE RIVER AT RIVERSIDE RANCH, 400 FEET WEST OF A
 HL0110'WAITING SHED AT THE RANCH, 15 FEET SOUTH OF THE CENTERLINE OF THE
 HL0110'TRACK, IN THE TOP OF A 7- BY 5-FOOT BOULDER, AND 5 FEET ABOVE GROUND.
 HL0110'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 8321.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0392 ***********************************************************************
 JL0392  DESIGNATION -  8324
 JL0392  PID         -  JL0392
 JL0392  STATE/COUNTY-  CO/SAN MIGUEL
 JL0392  USGS QUAD   -  SAMS (1982)
 JL0392
 JL0392                         *CURRENT SURVEY CONTROL
 JL0392  ___________________________________________________________________
 JL0392* NAD 83(1986)-  38 05 50.     (N)    107 58 20.     (W)     SCALED    
 JL0392* NAVD 88     -      2538.011  (meters)    8326.79   (feet)  ADJUSTED  
 JL0392  ___________________________________________________________________
 JL0392  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 JL0392  DYNAMIC HT  -        2534.669 (meters)    8315.83  (feet)  COMP
 JL0392  MODELED GRAV-     979,220.8   (mgal)                       NAVD 88
 JL0392
 JL0392  VERT ORDER  -  SECOND    CLASS 0
 JL0392
 JL0392.The horizontal coordinates were scaled from a topographic map and have
 JL0392.an estimated accuracy of +/- 6 seconds.
 JL0392
 JL0392.The orthometric height was determined by differential leveling
 JL0392.and adjusted by the National Geodetic Survey in June 1991..
 JL0392
 JL0392.The geoid height was determined by GEOID03.
 JL0392
 JL0392.The dynamic height is computed by dividing the NAVD 88
 JL0392.geopotential number by the normal gravity value computed on the
 JL0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0392.degrees latitude (g = 980.6199 gals.).
 JL0392
 JL0392.The modeled gravity was interpolated from observed gravity values.
 JL0392
 JL0392;                    North         East    Units  Estimated Accuracy
 JL0392;SPC CO S     -   466,440.      697,580.      MT  (+/- 180 meters Scaled)
 JL0392
 JL0392                          SUPERSEDED SURVEY CONTROL
 JL0392
 JL0392  NGVD 29 (??/??/92) 2536.498  (m)         8321.83   (f) ADJ UNCH    2 0
 JL0392
 JL0392.Superseded values are not recommended for survey control.
 JL0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0392.See file dsdata.txt to determine how the superseded data were derived.
 JL0392
 JL0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC393207(NAD 83)
 JL0392_MARKER: DD = SURVEY DISK
 JL0392_SETTING: 80 = SET IN A BOULDER
 JL0392_SP_SET: BOULDER
 JL0392_STAMPING: 8324
 JL0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0392+STABILITY: SURFACE MOTION
 JL0392
 JL0392  HISTORY     - Date     Condition        Report By
 JL0392  HISTORY     - UNK      MONUMENTED       USGS
 JL0392  HISTORY     - 1934     GOOD             NGS
 JL0392  HISTORY     - 1967     GOOD             NGS
 JL0392
 JL0392                          STATION DESCRIPTION
 JL0392
 JL0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JL0392'8.5 MI NE FROM PLACERVILLE.
 JL0392'8.5 MILES NORTHEAST OF, ALONG RIO GRANDE SOUTHERN RY, FROM PLACERVILLE
 JL0392'RAILROAD STATION.  ABOUT .3 MILES SOUTHWEST OF INTERSECTION OF STATE
 JL0392'HWY. 62 WITH RAILROAD.  660 FEET SOUTHWEST OF MILE POST R-18. 400 FEET
 JL0392'NORTHWEST OF OLD DESERTED LOG CABIN.  36 FEET NORTH OF TELEGRAPH POLE.
 JL0392'12 FEET NORTHWEST OF CENTERLINE OF RIO GRANDE SOUTHERN RR. 5 FEET
 JL0392'ABOVE LEVEL OF RAILROAD.  BRONZE TABLET SET HORIZONTALLY IN TOP OF
 JL0392'SANDSTONE BOULDER 4 FT. LONG, 4 FT. WIDE, 4 FT. HIGH.
 JL0392
 JL0392                          STATION RECOVERY (1967)
 JL0392
 JL0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JL0392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0779 ***********************************************************************
 KK0779  DESIGNATION -  8335.7
 KK0779  PID         -  KK0779
 KK0779  STATE/COUNTY-  CO/BOULDER
 KK0779  USGS QUAD   -  NEDERLAND (1972)
 KK0779
 KK0779                         *CURRENT SURVEY CONTROL
 KK0779  ___________________________________________________________________
 KK0779* NAD 83(1986)-  39 57 28.     (N)    105 30 52.     (W)     SCALED    
 KK0779* NAVD 88     -      2541.764  (meters)    8339.10   (feet)  ADJUSTED  
 KK0779  ___________________________________________________________________
 KK0779  GEOID HEIGHT-         -13.26  (meters)                     GEOID03
 KK0779  DYNAMIC HT  -        2538.951 (meters)    8329.88  (feet)  COMP
 KK0779  MODELED GRAV-     979,426.7   (mgal)                       NAVD 88
 KK0779
 KK0779  VERT ORDER  -  SECOND    CLASS 0
 KK0779
 KK0779.The horizontal coordinates were scaled from a topographic map and have
 KK0779.an estimated accuracy of +/- 6 seconds.
 KK0779
 KK0779.The orthometric height was determined by differential leveling
 KK0779.and adjusted by the National Geodetic Survey in June 1991..
 KK0779
 KK0779.The geoid height was determined by GEOID03.
 KK0779
 KK0779.The dynamic height is computed by dividing the NAVD 88
 KK0779.geopotential number by the normal gravity value computed on the
 KK0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0779.degrees latitude (g = 980.6199 gals.).
 KK0779
 KK0779.The modeled gravity was interpolated from observed gravity values.
 KK0779
 KK0779;                    North         East    Units  Estimated Accuracy
 KK0779;SPC CO N     -   374,130.      913,170.      MT  (+/- 180 meters Scaled)
 KK0779
 KK0779                          SUPERSEDED SURVEY CONTROL
 KK0779
 KK0779  NGVD 29 (??/??/92) 2540.401  (m)         8334.63   (f) ADJ UNCH    2 0
 KK0779
 KK0779.Superseded values are not recommended for survey control.
 KK0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0779.See file dsdata.txt to determine how the superseded data were derived.
 KK0779
 KK0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE560231(NAD 83)
 KK0779_MARKER: Q = CHISELED SQUARE
 KK0779_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0779_SP_SET: CULVERT
 KK0779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0779
 KK0779  HISTORY     - Date     Condition        Report By
 KK0779  HISTORY     - UNK      MONUMENTED       USGS
 KK0779  HISTORY     - 1951     GOOD             NGS
 KK0779  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 KK0779  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KK0779  HISTORY     - 20020913 MARK NOT FOUND   USPSQD
 KK0779  HISTORY     - 20050917 MARK NOT FOUND   USPSQD
 KK0779
 KK0779                          STATION DESCRIPTION
 KK0779
 KK0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0779'0.5 MI S FROM NEDERLAND.
 KK0779'0.5 MILE SOUTH ALONG STATE HIGHWAY 119 FROM ITS JUNCTION WITH
 KK0779'STATE HIGHWAY 160 AT NEDERLAND, 13 FEET SOUTHEAST OF THE CENTER
 KK0779'LINE OF THE HIGHWAY, 36 FEET SOUTHWEST OF THE CENTER LINE OF A
 KK0779'PRIVATE DRIVEWAY, A CHISELED SQUARE IN THE TOP OF THE SOUTHEAST
 KK0779'HEADWALL OF A 36 INCH PIPE CULVERT, 275 FEET NORTHEAST OF A JUNCTION
 KK0779'WITH A ROAD LEADING NORTHWEST.
 KK0779
 KK0779                          STATION RECOVERY (1995)
 KK0779
 KK0779'RECOVERY NOTE BY US POWER SQUADRON 1995
 KK0779'MARK NOT FOUND.
 KK0779
 KK0779                          STATION RECOVERY (2001)
 KK0779
 KK0779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KK0779'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KK0779
 KK0779                          STATION RECOVERY (2002)
 KK0779
 KK0779'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 KK0779'MARK NOT FOUND.
 KK0779
 KK0779                          STATION RECOVERY (2005)
 KK0779
 KK0779'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 KK0779'STATE HIGHWAY 119 HAS BEEN WIDENED AND COULD NOT LOCATE A 36 INCH PIPE
 KK0779'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0563 ***********************************************************************
 JJ0563  DESIGNATION -  834+39 3/4
 JJ0563  PID         -  JJ0563
 JJ0563  STATE/COUNTY-  CO/CROWLEY
 JJ0563  USGS QUAD   -  TODD POINT (1977)
 JJ0563
 JJ0563                         *CURRENT SURVEY CONTROL
 JJ0563  ___________________________________________________________________
 JJ0563* NAD 83(1986)-  38 15 22.     (N)    103 33 07.     (W)     SCALED    
 JJ0563* NAVD 88     -      1325.963  (meters)    4350.26   (feet)  ADJUSTED  
 JJ0563  ___________________________________________________________________
 JJ0563  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 JJ0563  DYNAMIC HT  -        1324.630 (meters)    4345.89  (feet)  COMP
 JJ0563  MODELED GRAV-     979,578.1   (mgal)                       NAVD 88
 JJ0563
 JJ0563  VERT ORDER  -  SECOND    CLASS 0
 JJ0563
 JJ0563.The horizontal coordinates were scaled from a topographic map and have
 JJ0563.an estimated accuracy of +/- 6 seconds.
 JJ0563
 JJ0563.The orthometric height was determined by differential leveling
 JJ0563.and adjusted by the National Geodetic Survey in June 1991..
 JJ0563
 JJ0563.The geoid height was determined by GEOID03.
 JJ0563
 JJ0563.The dynamic height is computed by dividing the NAVD 88
 JJ0563.geopotential number by the normal gravity value computed on the
 JJ0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0563.degrees latitude (g = 980.6199 gals.).
 JJ0563
 JJ0563.The modeled gravity was interpolated from observed gravity values.
 JJ0563
 JJ0563;                    North         East    Units  Estimated Accuracy
 JJ0563;SPC CO S     -   482,990.    1,084,890.      MT  (+/- 180 meters Scaled)
 JJ0563
 JJ0563                          SUPERSEDED SURVEY CONTROL
 JJ0563
 JJ0563  NGVD 29 (??/??/92) 1325.284  (m)         4348.04   (f) ADJ UNCH    2 0
 JJ0563
 JJ0563.Superseded values are not recommended for survey control.
 JJ0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0563.See file dsdata.txt to determine how the superseded data were derived.
 JJ0563
 JJ0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC266352(NAD 83)
 JJ0563_MARKER: R = RIVET
 JJ0563_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0563_SP_SET: CULVERT
 JJ0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0563
 JJ0563  HISTORY     - Date     Condition        Report By
 JJ0563  HISTORY     - UNK      MONUMENTED       CGS
 JJ0563  HISTORY     - 1941     GOOD             NGS
 JJ0563
 JJ0563                          STATION DESCRIPTION
 JJ0563
 JJ0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0563'10.9 MI E FROM ORDWAY.
 JJ0563'10.9 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JJ0563'STATION AT ORDWAY, CROWLEY COUNTY, AT A 3- BY 10-FOOT CONCRETE
 JJ0563'CULVERT, IN THE TOP OF THE SOUTHWEST CORNER OF THE SOUTH HEADWALL,
 JJ0563'12 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 3 FEET LOWER
 JJ0563'THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0660 ***********************************************************************
 LL0660  DESIGNATION -  8344.97
 LL0660  PID         -  LL0660
 LL0660  STATE/COUNTY-  CO/BOULDER
 LL0660  USGS QUAD   -  GOLD HILL (1978)
 LL0660
 LL0660                         *CURRENT SURVEY CONTROL
 LL0660  ___________________________________________________________________
 LL0660* NAD 83(1986)-  40 07 10.     (N)    105 28 35.     (W)     SCALED    
 LL0660* NAVD 88     -      2605.449  (meters)    8548.04   (feet)  ADJUSTED  
 LL0660  ___________________________________________________________________
 LL0660  GEOID HEIGHT-         -13.40  (meters)                     GEOID03
 LL0660  DYNAMIC HT  -        2602.602 (meters)    8538.70  (feet)  COMP
 LL0660  MODELED GRAV-     979,437.9   (mgal)                       NAVD 88
 LL0660
 LL0660  VERT ORDER  -  SECOND    CLASS 0
 LL0660
 LL0660.The horizontal coordinates were scaled from a topographic map and have
 LL0660.an estimated accuracy of +/- 6 seconds.
 LL0660
 LL0660.The orthometric height was determined by differential leveling
 LL0660.and adjusted by the National Geodetic Survey in June 1991..
 LL0660
 LL0660.The geoid height was determined by GEOID03.
 LL0660
 LL0660.The dynamic height is computed by dividing the NAVD 88
 LL0660.geopotential number by the normal gravity value computed on the
 LL0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0660.degrees latitude (g = 980.6199 gals.).
 LL0660
 LL0660.The modeled gravity was interpolated from observed gravity values.
 LL0660
 LL0660;                    North         East    Units  Estimated Accuracy
 LL0660;SPC CO N     -   392,080.      916,410.      MT  (+/- 180 meters Scaled)
 LL0660
 LL0660                          SUPERSEDED SURVEY CONTROL
 LL0660
 LL0660  NGVD 29 (??/??/92) 2604.105  (m)         8543.63   (f) ADJ UNCH    2 0
 LL0660
 LL0660.Superseded values are not recommended for survey control.
 LL0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0660.See file dsdata.txt to determine how the superseded data were derived.
 LL0660
 LL0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE594411(NAD 83)
 LL0660_MARKER: DD = SURVEY DISK
 LL0660_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LL0660_SP_SET: BRIDGE
 LL0660_STAMPING: 8344.97
 LL0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0660
 LL0660  HISTORY     - Date     Condition        Report By
 LL0660  HISTORY     - UNK      MONUMENTED       BPR
 LL0660  HISTORY     - 1951     GOOD             NGS
 LL0660  HISTORY     - 19950911 MARK NOT FOUND   USPSQD
 LL0660  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL0660  HISTORY     - 20021007 MARK NOT FOUND   USPSQD
 LL0660  HISTORY     - 20050914 MARK NOT FOUND   USPSQD
 LL0660
 LL0660                          STATION DESCRIPTION
 LL0660
 LL0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LL0660'5 MI NE FROM WARD.
 LL0660'0.4 MILE NORTHEAST ALONG A WINDING ROAD FROM THE POST OFFICE
 LL0660'AT WARD, 4.65 MILES NORTHEAST ALONG STATE HIGHWAY 160, 13 FEET
 LL0660'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 LL0660'THE SOUTHWEST END OF THE EAST WINGWALL OF A CONCRETE BRIDGE OVER
 LL0660'BEAVER CREEK, 0.3 MILE SOUTHWEST OF BENCH MARK U 327.
 LL0660
 LL0660                          STATION RECOVERY (1995)
 LL0660
 LL0660'RECOVERY NOTE BY US POWER SQUADRON 1995
 LL0660'MARK NOT FOUND.
 LL0660
 LL0660                          STATION RECOVERY (2001)
 LL0660
 LL0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0660'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL0660
 LL0660                          STATION RECOVERY (2002)
 LL0660
 LL0660'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 LL0660'MARK NOT FOUND.
 LL0660
 LL0660                          STATION RECOVERY (2005)
 LL0660
 LL0660'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 LL0660'THE EAST WINGWALL IS 25 FEET FROM THE CENTER LINE OF STATE HWY 72.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0743 ***********************************************************************
 LL0743  DESIGNATION -  8349
 LL0743  PID         -  LL0743
 LL0743  STATE/COUNTY-  CO/GRAND
 LL0743  USGS QUAD   -  SHADOW MOUNTAIN (1978)
 LL0743
 LL0743                         *CURRENT SURVEY CONTROL
 LL0743  ___________________________________________________________________
 LL0743* NAD 83(1986)-  40 11 43.     (N)    105 51 50.     (W)     SCALED    
 LL0743* NAVD 88     -      2545.855  (meters)    8352.53   (feet)  ADJUSTED  
 LL0743  ___________________________________________________________________
 LL0743  GEOID HEIGHT-         -12.29  (meters)                     GEOID03
 LL0743  DYNAMIC HT  -        2543.039 (meters)    8343.29  (feet)  COMP
 LL0743  MODELED GRAV-     979,427.1   (mgal)                       NAVD 88
 LL0743
 LL0743  VERT ORDER  -  FIRST     CLASS II
 LL0743
 LL0743.The horizontal coordinates were scaled from a topographic map and have
 LL0743.an estimated accuracy of +/- 6 seconds.
 LL0743
 LL0743.The orthometric height was determined by differential leveling
 LL0743.and adjusted by the National Geodetic Survey in June 1991..
 LL0743
 LL0743.The geoid height was determined by GEOID03.
 LL0743
 LL0743.The dynamic height is computed by dividing the NAVD 88
 LL0743.geopotential number by the normal gravity value computed on the
 LL0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0743.degrees latitude (g = 980.6199 gals.).
 LL0743
 LL0743.The modeled gravity was interpolated from observed gravity values.
 LL0743
 LL0743;                    North         East    Units  Estimated Accuracy
 LL0743;SPC CO N     -   400,570.      883,420.      MT  (+/- 180 meters Scaled)
 LL0743
 LL0743                          SUPERSEDED SURVEY CONTROL
 LL0743
 LL0743  NGVD 29 (??/??/92) 2544.467  (m)         8347.97   (f) ADJ UNCH    1 2
 LL0743
 LL0743.Superseded values are not recommended for survey control.
 LL0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0743.See file dsdata.txt to determine how the superseded data were derived.
 LL0743
 LL0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE264497(NAD 83)
 LL0743_MARKER: DD = SURVEY DISK
 LL0743_SETTING: 80 = SET IN A BOULDER
 LL0743_SP_SET: BOULDER
 LL0743_STAMPING: 8346.250
 LL0743_MARK LOGO: USGS  
 LL0743_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0743+STABILITY: SURFACE MOTION
 LL0743
 LL0743  HISTORY     - Date     Condition        Report By
 LL0743  HISTORY     - UNK      MONUMENTED       USGS
 LL0743  HISTORY     - 1954     GOOD             NGS
 LL0743  HISTORY     - 19920226 GOOD             CODH
 LL0743
 LL0743                          STATION DESCRIPTION
 LL0743
 LL0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LL0743'5.4 MI SW FROM GRAND LAKE.
 LL0743'0.9 MILE WEST ALONG STATE HIGHWAY 278 FROM THE POST OFFICE AT GRAND
 LL0743'LAKE, THENCE 4.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 34, THENCE 0.45
 LL0743'MILE SOUTH ALONG A DIRT ROAD, 140 FEET WEST OF THE CENTER LINE OF
 LL0743'THE ROAD, 32 FEET EAST OF A CREEK, 52 FEET EAST OF THE DAM AROUND
 LL0743'GRAND LAKE, 18 FEET WEST OF A FENCE, 118.3 FEET WEST OF A WITNESS
 LL0743'POST, 4.5 FEET ABOVE THE GROUND, 10 FEET BELOW THE LEVEL OF THE
 LL0743'ROAD, SET IN THE TOP OF A 7 X 8 FOOT GRANITE BOULDER.
 LL0743
 LL0743                          STATION RECOVERY (1992)
 LL0743
 LL0743'RECOVERY NOTE BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1992
 LL0743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0312 ***********************************************************************
 LM0312  DESIGNATION -  8389
 LM0312  PID         -  LM0312
 LM0312  STATE/COUNTY-  CO/ROUTT
 LM0312  USGS QUAD   -  HAHNS PEAK (1962)
 LM0312
 LM0312                         *CURRENT SURVEY CONTROL
 LM0312  ___________________________________________________________________
 LM0312* NAD 83(1986)-  40 49 56.     (N)    106 58 45.     (W)     SCALED    
 LM0312* NAVD 88     -      2557.801  (meters)    8391.72   (feet)  ADJUSTED  
 LM0312  ___________________________________________________________________
 LM0312  GEOID HEIGHT-         -11.91  (meters)                     GEOID03
 LM0312  DYNAMIC HT  -        2555.176 (meters)    8383.11  (feet)  COMP
 LM0312  MODELED GRAV-     979,505.2   (mgal)                       NAVD 88
 LM0312
 LM0312  VERT ORDER  -  SECOND    CLASS 0
 LM0312
 LM0312.The horizontal coordinates were scaled from a topographic map and have
 LM0312.an estimated accuracy of +/- 6 seconds.
 LM0312
 LM0312.The orthometric height was determined by differential leveling
 LM0312.and adjusted by the National Geodetic Survey in June 1991..
 LM0312
 LM0312.The geoid height was determined by GEOID03.
 LM0312
 LM0312.The dynamic height is computed by dividing the NAVD 88
 LM0312.geopotential number by the normal gravity value computed on the
 LM0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0312.degrees latitude (g = 980.6199 gals.).
 LM0312
 LM0312.The modeled gravity was interpolated from observed gravity values.
 LM0312
 LM0312;                    North         East    Units  Estimated Accuracy
 LM0312;SPC CO N     -   472,270.      789,640.      MT  (+/- 180 meters Scaled)
 LM0312
 LM0312                          SUPERSEDED SURVEY CONTROL
 LM0312
 LM0312  NGVD 29 (??/??/92) 2556.407  (m)         8387.15   (f) ADJ UNCH    2 0
 LM0312
 LM0312.Superseded values are not recommended for survey control.
 LM0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0312.See file dsdata.txt to determine how the superseded data were derived.
 LM0312
 LM0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF331220(NAD 83)
 LM0312_MARKER: P = PIPE CAP
 LM0312_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LM0312_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LM0312_STAMPING: 8389
 LM0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0312
 LM0312  HISTORY     - Date     Condition        Report By
 LM0312  HISTORY     - UNK      MONUMENTED       USGS
 LM0312  HISTORY     - 1934     POOR             NGS
 LM0312
 LM0312                          STATION DESCRIPTION
 LM0312
 LM0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LM0312'1.6 MI S FROM COLUMBINE.
 LM0312'1.6 MILES SOUTH ALONG STATE HIGHWAY 129 FROM COLUMBINE, ROUTT COUNTY,
 LM0312'200 FEET NORTH OF THE NORTH ONE OF TWO ROCK SLIDES, DIRECTLY ACROSS A
 LM0312'CREEK FROM THE ENTRANCE TO A MINE, AT THE JUNCTION OF A TRAIL, 61 FEET
 LM0312'NORTH OF THE CENTER LINE OF THE TRAIL, AND 12 FEET WEST OF THE
 LM0312'CENTERLINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 LM0312'CAP, STAMPED 8389 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1442 ***********************************************************************
 KK1442  DESIGNATION -  84
 KK1442  PID         -  KK1442
 KK1442  STATE/COUNTY-  CO/JEFFERSON
 KK1442  USGS QUAD   -  ARVADA (1994)
 KK1442
 KK1442                         *CURRENT SURVEY CONTROL
 KK1442  ___________________________________________________________________
 KK1442* NAD 83(1992)-  39 49 33.15651(N)    105 04 51.83141(W)     ADJUSTED  
 KK1442* NAVD 88     -      1710.271  (meters)    5611.11   (feet)  ADJUSTED  
 KK1442  ___________________________________________________________________
 KK1442  LAPLACE CORR-         -11.76  (seconds)                    DEFLEC99
 KK1442  GEOID HEIGHT-         -16.74  (meters)                     GEOID03
 KK1442  DYNAMIC HT  -        1708.620 (meters)    5605.70  (feet)  COMP
 KK1442  MODELED GRAV-     979,600.4   (mgal)                       NAVD 88
 KK1442
 KK1442  HORZ ORDER  -  SECOND
 KK1442  VERT ORDER  -  FIRST     CLASS II
 KK1442
 KK1442.The horizontal coordinates were established by classical geodetic methods
 KK1442.and adjusted by the National Geodetic Survey in January 1993..
 KK1442
 KK1442.The orthometric height was determined by differential leveling
 KK1442.and adjusted by the National Geodetic Survey in June 1991..
 KK1442
 KK1442.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1442
 KK1442.The geoid height was determined by GEOID03.
 KK1442
 KK1442.The dynamic height is computed by dividing the NAVD 88
 KK1442.geopotential number by the normal gravity value computed on the
 KK1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1442.degrees latitude (g = 980.6199 gals.).
 KK1442
 KK1442.The modeled gravity was interpolated from observed gravity values.
 KK1442
 KK1442;                    North         East     Units Scale Factor Converg.
 KK1442;SPC CO C     -   526,079.405   950,267.510   MT  1.00001589   +0 15 51.2
 KK1442;SPC CO C     - 1,725,978.85  3,117,669.32   sFT  1.00001589   +0 15 51.2
 KK1442;UTM  13      - 4,408,434.682   493,062.833   MT  0.99960059   -0 03 06.9
 KK1442
 KK1442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1442!SPC CO C     -   0.99973439  x   1.00001589  =   0.99975027
 KK1442!UTM  13      -   0.99973439  x   0.99960059  =   0.99933508
 KK1442
 KK1442|---------------------------------------------------------------------|
 KK1442| PID    Reference Object                     Distance      Geod. Az  |
 KK1442|                                                           dddmmss.s |
 KK1442| CP7240 84 RM 1                              10.050 METERS 00123     |
 KK1442| CP7241 84 RM 2                               7.692 METERS 17810     |
 KK1442| KK1443 84 AZ MK                                           1854954.9 |
 KK1442|---------------------------------------------------------------------|
 KK1442
 KK1442                          SUPERSEDED SURVEY CONTROL
 KK1442
 KK1442  NAD 83(1986)-  39 49 33.15275(N)    105 04 51.82901(W) AD(       ) 2
 KK1442  NAD 27      -  39 49 33.20361(N)    105 04 49.88610(W) AD(       ) 2
 KK1442  NGVD 29 (??/??/??) 1709.344  (m)         5608.07   (f) ADJUSTED    1 2
 KK1442
 KK1442.Superseded values are not recommended for survey control.
 KK1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1442.See file dsdata.txt to determine how the superseded data were derived.
 KK1442
 KK1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE9306308435(NAD 83)
 KK1442_MARKER: DS = TRIANGULATION STATION DISK
 KK1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1442_SP_SET: CONCRETE POST
 KK1442_STAMPING: 84 JCMD 1977
 KK1442_MARK LOGO: CO-059
 KK1442_PROJECTION: FLUSH
 KK1442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1442+STABILITY: SURFACE MOTION
 KK1442
 KK1442  HISTORY     - Date     Condition        Report By
 KK1442  HISTORY     - 1977     MONUMENTED       CO-059
 KK1442  HISTORY     - 1984     POOR             NGS
 KK1442
 KK1442                          STATION DESCRIPTION
 KK1442
 KK1442'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1442'THE STATION IS LOCATED 1.5 MILES NORTH OF THE ARVADA CITY HALL
 KK1442'AT A HIGH POINT NEAR THE EAST RIGHT-OF-WAY FENCE OF WADSWORTH
 KK1442'BOULEVARD AND STATE HIGHWAY 121 IN THE NORTH 1/2 OF SECTION
 KK1442'2, T 3 S, R 69 W.
 KK1442'
 KK1442'TO REACH THE STATION FROM THE ARVADA CITY HALL, GO NORTH ON
 KK1442'WADSWORTH BOULEVARD 1.5 MILES TO THE LAST SIDE STREET TO THE
 KK1442'RIGHT BEFORE THE CREST OF THE HILL.  CIRCLE AROUND THE SMALL
 KK1442'CHURCH ON THE HIGHEST POINT OF THE HILL AND STEP OVER THE EAST
 KK1442'HIGHWAY RIGHT-OF-WAY FENCE AT ITS HIGHEST POINT FROM THE WEST
 KK1442'PARKING LOT OF THE CHURCH.
 KK1442'
 KK1442'TO REACH THE AZIMUTH MARK GO TO THE WEST SIDE OF WADSWORTH
 KK1442'BOULEVARD THREE BLOCKS SOUTH AND TO THE WEST EDGE OF THE
 KK1442'SIDEWALK.
 KK1442'
 KK1442'THE STATION MARK, STAMPED---84 JCMD 1977---, IS A 3-INCH BRONZE
 KK1442'DISK SET IN CONCRETE FLUSH WITH THE GROUND, 2 FEET WEST OF THE
 KK1442'EAST RIGHT-OF-WAY FENCE, 32 FEET WEST OF THE WEST EDGE OF THE
 KK1442'PAVED PARKING LOT AND 3 FEET FROM THE NEAREST FENCE POST.
 KK1442'
 KK1442'REFERENCE MARK 1, STAMPED---84 JCMD RM 1 1977---, IS A 3-INCH
 KK1442'BRONZE DISK SET IN CONCRETE, 32 FEET WEST OF THE WEST EDGE OF
 KK1442'PAVED PARKING LOT, 1.5 FEET WEST OF THE EAST RIGHT-OF-WAY
 KK1442'FENCE AND 3 FEET FROM THE NEAREST FENCE POST.
 KK1442'
 KK1442'REFERENCE MARK 2, STAMPED---84 JCMD RM 2 1977---, IS A 3-INCH
 KK1442'BRONZE DISK SET IN CONCRETE ALSO 32 FEET WEST OF THE WEST EDGE
 KK1442'OF THE PAVED PARKING LOT, 1.5 FEET FROM ONE FENCE POST AND 15
 KK1442'FEET FROM ANOTHER.
 KK1442'
 KK1442'THE AZIMUTH MARK, STAMPED---84 JCMD AZMK 1977---, IS A 3-INCH
 KK1442'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE WEST EDGE OF THE
 KK1442'SIDEWALK, 6 FEET EAST OF THE RIGHT-OF-WAY FENCE, 26 FEET WEST
 KK1442'OF THE WEST CURB OF WADSWORTH AND 153.5 FEET NORTH-NORTHWEST
 KK1442'OF THE FIRST LAMP POST NORTH OF 68TH AVENUE.
 KK1442
 KK1442                          STATION RECOVERY (1984)
 KK1442
 KK1442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK1442'IN ARVADA.
 KK1442'IN ARVADA, AT THE INTERSECTION OF WADSWORTH BOULEVARD (STATE HIGHWAY
 KK1442'121) AND HACKBERRY HILL ROAD, 94.2 METERS (309.1 FT) NORTH OF THE
 KK1442'CENTER OF THE ROAD, 64.0 METERS (210.0 FT) WEST OF THE WEST FACE OF
 KK1442'THE GRACE BRETHERN CHURCH, 35.0 METERS (114.8 FT) EAST OF THE
 KK1442'CENTERLINE OF THE NORTH BOUND LANES OF THE BOULEVARD, 30.0 METERS
 KK1442'(98.4 FT) NORTHWEST OF UTILITY POLE NUMBER 8244, AND 0.5 METER
 KK1442'(1.6 FT) WEST OF A FENCE.  NOTE=THE ELEVATION ON THIS MARK SHOULD BE
 KK1442'USED WITH CAUTION, DUE TO ITS CONDTION.
 KK1442'THE MARK IS 15.0 M ABOVE THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1443 ***********************************************************************
 KK1443  DESIGNATION -  84 AZ MK
 KK1443  PID         -  KK1443
 KK1443  STATE/COUNTY-  CO/JEFFERSON
 KK1443  USGS QUAD   -  ARVADA (1994)
 KK1443
 KK1443                         *CURRENT SURVEY CONTROL
 KK1443  ___________________________________________________________________
 KK1443* NAD 83(1986)-  39 49 23.     (N)    105 04 53.     (W)     SCALED    
 KK1443* NAVD 88     -      1671.646  (meters)    5484.39   (feet)  ADJUSTED  
 KK1443  ___________________________________________________________________
 KK1443  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 KK1443  DYNAMIC HT  -        1670.027 (meters)    5479.08  (feet)  COMP
 KK1443  MODELED GRAV-     979,599.7   (mgal)                       NAVD 88
 KK1443
 KK1443  VERT ORDER  -  FIRST     CLASS II
 KK1443
 KK1443.The horizontal coordinates were scaled from a topographic map and have
 KK1443.an estimated accuracy of +/- 6 seconds.
 KK1443
 KK1443.The orthometric height was determined by differential leveling
 KK1443.and adjusted by the National Geodetic Survey in June 1991..
 KK1443
 KK1443.The geoid height was determined by GEOID03.
 KK1443
 KK1443.The dynamic height is computed by dividing the NAVD 88
 KK1443.geopotential number by the normal gravity value computed on the
 KK1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1443.degrees latitude (g = 980.6199 gals.).
 KK1443
 KK1443.The modeled gravity was interpolated from observed gravity values.
 KK1443
 KK1443;                    North         East    Units  Estimated Accuracy
 KK1443;SPC CO C     -   525,770.      950,240.      MT  (+/- 180 meters Scaled)
 KK1443
 KK1443                          SUPERSEDED SURVEY CONTROL
 KK1443
 KK1443  NGVD 29 (??/??/??) 1670.712  (m)         5481.33   (f) ADJUSTED    1 2
 KK1443
 KK1443.Superseded values are not recommended for survey control.
 KK1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1443.See file dsdata.txt to determine how the superseded data were derived.
 KK1443
 KK1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE930081(NAD 83)
 KK1443_MARKER: DZ = AZIMUTH MARK DISK
 KK1443_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KK1443_SP_SET: SIDEWALK
 KK1443_STAMPING: 84 JCMD AZM 1977
 KK1443_MARK LOGO: CO-059
 KK1443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1443
 KK1443  HISTORY     - Date     Condition        Report By
 KK1443  HISTORY     - 1977     MONUMENTED       JCMD
 KK1443  HISTORY     - 1984     GOOD             NGS
 KK1443
 KK1443                          STATION DESCRIPTION
 KK1443
 KK1443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1443'IN ARVADA.
 KK1443'IN ARVADA, AT THE INTERSECTION OF WADSWORTH BOULEVARD (STATE HIGHWAY
 KK1443'121) AND 68TH AVENUE, SET IN THE WEST EDGE OF A SIDEWALK ALONG THE
 KK1443'WEST SIDE OF THE BOULEVARD, 97.8 METERS (320.9 FT) NORTH OF THE
 KK1443'CENTERLINE OF THE AVENUE, 46.8 METERS (153.5 FT) NORTH-NORTHWEST OF
 KK1443'THE SOUTH BOUND LANES OF THE BOULEVARD, 12.9 METERS (42.3 FT) WEST OF
 KK1443'THE CENTERLINE OF THE SOUTH BOUND LANES OF THE BOULEVARD, AND
 KK1443'1.8 METERS (5.9 FT) EAST OF A FENCE.
 KK1443'THE MARK IS 0.3 M ABOVE THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0557 ***********************************************************************
 JJ0557  DESIGNATION -  840+11
 JJ0557  PID         -  JJ0557
 JJ0557  STATE/COUNTY-  CO/CROWLEY
 JJ0557  USGS QUAD   -  SUGAR CITY (1976)
 JJ0557
 JJ0557                         *CURRENT SURVEY CONTROL
 JJ0557  ___________________________________________________________________
 JJ0557* NAD 83(1986)-  38 14 14.     (N)    103 38 48.     (W)     SCALED    
 JJ0557* NAVD 88     -      1309.359  (meters)    4295.79   (feet)  ADJUSTED  
 JJ0557  ___________________________________________________________________
 JJ0557  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 JJ0557  DYNAMIC HT  -        1308.048 (meters)    4291.49  (feet)  COMP
 JJ0557  MODELED GRAV-     979,583.1   (mgal)                       NAVD 88
 JJ0557
 JJ0557  VERT ORDER  -  SECOND    CLASS 0
 JJ0557
 JJ0557.The horizontal coordinates were scaled from a topographic map and have
 JJ0557.an estimated accuracy of +/- 6 seconds.
 JJ0557
 JJ0557.The orthometric height was determined by differential leveling
 JJ0557.and adjusted by the National Geodetic Survey in June 1991..
 JJ0557
 JJ0557.The geoid height was determined by GEOID03.
 JJ0557
 JJ0557.The dynamic height is computed by dividing the NAVD 88
 JJ0557.geopotential number by the normal gravity value computed on the
 JJ0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0557.degrees latitude (g = 980.6199 gals.).
 JJ0557
 JJ0557.The modeled gravity was interpolated from observed gravity values.
 JJ0557
 JJ0557;                    North         East    Units  Estimated Accuracy
 JJ0557;SPC CO S     -   480,720.    1,076,640.      MT  (+/- 180 meters Scaled)
 JJ0557
 JJ0557                          SUPERSEDED SURVEY CONTROL
 JJ0557
 JJ0557  NGVD 29 (??/??/92) 1308.684  (m)         4293.57   (f) ADJ UNCH    2 0
 JJ0557
 JJ0557.Superseded values are not recommended for survey control.
 JJ0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0557.See file dsdata.txt to determine how the superseded data were derived.
 JJ0557
 JJ0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC184330(NAD 83)
 JJ0557_MARKER: R = RIVET
 JJ0557_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0557_SP_SET: RELAY BOX
 JJ0557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0557
 JJ0557  HISTORY     - Date     Condition        Report By
 JJ0557  HISTORY     - UNK      MONUMENTED       CGS
 JJ0557  HISTORY     - 1941     GOOD             NGS
 JJ0557
 JJ0557                          STATION DESCRIPTION
 JJ0557
 JJ0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0557'5.7 MI E FROM ORDWAY.
 JJ0557'5.7 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 JJ0557'AT ORDWAY, CROWLEY COUNTY, 0.5 MILE EAST OF A ROAD CROSSING, 40 FEET
 JJ0557'SOUTH OF A FENCE LINE, 10 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 JJ0557'IN THE SOUTHEAST CORNER OF A RELAY BOX, AND ABOUT 2 FEET HIGHER
 JJ0557'THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0555 ***********************************************************************
 JJ0555  DESIGNATION -  841+10
 JJ0555  PID         -  JJ0555
 JJ0555  STATE/COUNTY-  CO/CROWLEY
 JJ0555  USGS QUAD   -  SUGAR CITY (1976)
 JJ0555
 JJ0555                         *CURRENT SURVEY CONTROL
 JJ0555  ___________________________________________________________________
 JJ0555* NAD 83(1986)-  38 14 01.     (N)    103 39 50.     (W)     SCALED    
 JJ0555* NAVD 88     -      1313.887  (meters)    4310.64   (feet)  ADJUSTED  
 JJ0555  ___________________________________________________________________
 JJ0555  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 JJ0555  DYNAMIC HT  -        1312.573 (meters)    4306.33  (feet)  COMP
 JJ0555  MODELED GRAV-     979,583.1   (mgal)                       NAVD 88
 JJ0555
 JJ0555  VERT ORDER  -  SECOND    CLASS 0
 JJ0555
 JJ0555.The horizontal coordinates were scaled from a topographic map and have
 JJ0555.an estimated accuracy of +/- 6 seconds.
 JJ0555
 JJ0555.The orthometric height was determined by differential leveling
 JJ0555.and adjusted by the National Geodetic Survey in June 1991..
 JJ0555
 JJ0555.The geoid height was determined by GEOID03.
 JJ0555
 JJ0555.The dynamic height is computed by dividing the NAVD 88
 JJ0555.geopotential number by the normal gravity value computed on the
 JJ0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0555.degrees latitude (g = 980.6199 gals.).
 JJ0555
 JJ0555.The modeled gravity was interpolated from observed gravity values.
 JJ0555
 JJ0555;                    North         East    Units  Estimated Accuracy
 JJ0555;SPC CO S     -   480,290.    1,075,140.      MT  (+/- 180 meters Scaled)
 JJ0555
 JJ0555                          SUPERSEDED SURVEY CONTROL
 JJ0555
 JJ0555  NGVD 29 (??/??/92) 1313.211  (m)         4308.43   (f) ADJ UNCH    2 0
 JJ0555
 JJ0555.Superseded values are not recommended for survey control.
 JJ0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0555.See file dsdata.txt to determine how the superseded data were derived.
 JJ0555
 JJ0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC169325(NAD 83)
 JJ0555_MARKER: R = RIVET
 JJ0555_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0555_SP_SET: CONCRETE WINDOW SILL
 JJ0555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0555
 JJ0555  HISTORY     - Date     Condition        Report By
 JJ0555  HISTORY     - UNK      MONUMENTED       CGS
 JJ0555  HISTORY     - 1941     GOOD             NGS
 JJ0555
 JJ0555                          STATION DESCRIPTION
 JJ0555
 JJ0555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0555'AT SUGAR CITY.
 JJ0555'4.8 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 JJ0555'AT ORDWAY, CROWLEY COUNTY, AT SUGAR CITY, AT THE STATION, 45 FEET
 JJ0555'WEST OF THE NORTHEAST CORNER, IN THE CONCRETE FOUNDATION OF THE
 JJ0555'MIDDLE WINDOW 15 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, AND
 JJ0555'4 FEET ABOVE THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0554 ***********************************************************************
 JJ0554  DESIGNATION -  841+34 3/4
 JJ0554  PID         -  JJ0554
 JJ0554  STATE/COUNTY-  CO/CROWLEY
 JJ0554  USGS QUAD   -  SUGAR CITY (1976)
 JJ0554
 JJ0554                         *CURRENT SURVEY CONTROL
 JJ0554  ___________________________________________________________________
 JJ0554* NAD 83(1986)-  38 13 53.     (N)    103 40 27.     (W)     SCALED    
 JJ0554* NAVD 88     -      1311.704  (meters)    4303.48   (feet)  ADJUSTED  
 JJ0554  ___________________________________________________________________
 JJ0554  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 JJ0554  DYNAMIC HT  -        1310.392 (meters)    4299.18  (feet)  COMP
 JJ0554  MODELED GRAV-     979,582.9   (mgal)                       NAVD 88
 JJ0554
 JJ0554  VERT ORDER  -  SECOND    CLASS 0
 JJ0554
 JJ0554.The horizontal coordinates were scaled from a topographic map and have
 JJ0554.an estimated accuracy of +/- 6 seconds.
 JJ0554
 JJ0554.The orthometric height was determined by differential leveling
 JJ0554.and adjusted by the National Geodetic Survey in June 1991..
 JJ0554
 JJ0554.The geoid height was determined by GEOID03.
 JJ0554
 JJ0554.The dynamic height is computed by dividing the NAVD 88
 JJ0554.geopotential number by the normal gravity value computed on the
 JJ0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0554.degrees latitude (g = 980.6199 gals.).
 JJ0554
 JJ0554.The modeled gravity was interpolated from observed gravity values.
 JJ0554
 JJ0554;                    North         East    Units  Estimated Accuracy
 JJ0554;SPC CO S     -   480,030.    1,074,250.      MT  (+/- 180 meters Scaled)
 JJ0554
 JJ0554                          SUPERSEDED SURVEY CONTROL
 JJ0554
 JJ0554  NGVD 29 (??/??/92) 1311.027  (m)         4301.26   (f) ADJ UNCH    2 0
 JJ0554
 JJ0554.Superseded values are not recommended for survey control.
 JJ0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0554.See file dsdata.txt to determine how the superseded data were derived.
 JJ0554
 JJ0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC160323(NAD 83)
 JJ0554_MARKER: R = RIVET
 JJ0554_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0554_SP_SET: CULVERT
 JJ0554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0554
 JJ0554  HISTORY     - Date     Condition        Report By
 JJ0554  HISTORY     - UNK      MONUMENTED       CGS
 JJ0554  HISTORY     - 1941     GOOD             NGS
 JJ0554
 JJ0554                          STATION DESCRIPTION
 JJ0554
 JJ0554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0554'4.3 MI E FROM ORDWAY.
 JJ0554'4.3 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 JJ0554'AT ORDWAY, CROWLEY COUNTY, 36 FEET WEST OF A ROAD CROSSING, 30 FEET
 JJ0554'NORTH OF A FENCE CORNER, AT A CULVERT, IN THE TOP OF THE SOUTH
 JJ0554'HEADWALL, 10 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 1
 JJ0554'FOOT LOWER THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0130 ***********************************************************************
 LM0130  DESIGNATION -  8416.57
 LM0130  PID         -  LM0130
 LM0130  STATE/COUNTY-  CO/GRAND
 LM0130  USGS QUAD   -  CABIN CREEK (1980)
 LM0130
 LM0130                         *CURRENT SURVEY CONTROL
 LM0130  ___________________________________________________________________
 LM0130* NAD 83(1986)-  40 14 33.     (N)    106 04 09.     (W)     SCALED    
 LM0130* NAVD 88     -      2603.375  (meters)    8541.24   (feet)  ADJUSTED  
 LM0130  ___________________________________________________________________
 LM0130  GEOID HEIGHT-         -12.25  (meters)                     GEOID03
 LM0130  DYNAMIC HT  -        2600.422 (meters)    8531.55  (feet)  COMP
 LM0130  MODELED GRAV-     979,397.1   (mgal)                       NAVD 88
 LM0130
 LM0130  VERT ORDER  -  SECOND    CLASS 0
 LM0130
 LM0130.The horizontal coordinates were scaled from a topographic map and have
 LM0130.an estimated accuracy of +/- 6 seconds.
 LM0130
 LM0130.The orthometric height was determined by differential leveling
 LM0130.and adjusted by the National Geodetic Survey in June 1991..
 LM0130
 LM0130.The geoid height was determined by GEOID03.
 LM0130
 LM0130.The dynamic height is computed by dividing the NAVD 88
 LM0130.geopotential number by the normal gravity value computed on the
 LM0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0130.degrees latitude (g = 980.6199 gals.).
 LM0130
 LM0130.The modeled gravity was interpolated from observed gravity values.
 LM0130
 LM0130;                    North         East    Units  Estimated Accuracy
 LM0130;SPC CO N     -   405,900.      865,970.      MT  (+/- 180 meters Scaled)
 LM0130
 LM0130                          SUPERSEDED SURVEY CONTROL
 LM0130
 LM0130  NGVD 29 (??/??/92) 2601.896  (m)         8536.39   (f) ADJ UNCH    2 0
 LM0130
 LM0130.Superseded values are not recommended for survey control.
 LM0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0130.See file dsdata.txt to determine how the superseded data were derived.
 LM0130
 LM0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE090552(NAD 83)
 LM0130_MARKER: DD = SURVEY DISK
 LM0130_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0130_SP_SET: CULVERT
 LM0130_STAMPING: 8416.57 1932
 LM0130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0130
 LM0130  HISTORY     - Date     Condition        Report By
 LM0130  HISTORY     - 1932     MONUMENTED       BPR
 LM0130  HISTORY     - 1954     MARK NOT FOUND   NGS
 LM0130
 LM0130                          STATION DESCRIPTION
 LM0130
 LM0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LM0130'20.8 MI S FROM RAND.
 LM0130'IN GRAND COUNTY, ABOUT 20.8 MILES SOUTH ALONG STATE HIGHWAY 125 FROM
 LM0130'RAND, JACKSON COUNTY, ABOUT 10.6 MILES SOUTH OF WILLOW CREEK PASS, AT
 LM0130'A CULVERT LOCATED AT HIGHWAY MARKER 560, IN THE TOP OF THE NORTHEAST
 LM0130'MASONRY HEAD WALL, AND 13 FEET NORTHEAST OF THE CENTER LINE OF THE
 LM0130'ROAD.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED
 LM0130'8416.57 1932.  NOTE-- IT MAY HAVE BEEN DESTROYED WHEN THE HIGHWAY WAS
 LM0130'WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0552 ***********************************************************************
 JJ0552  DESIGNATION -  842+06
 JJ0552  PID         -  JJ0552
 JJ0552  STATE/COUNTY-  CO/CROWLEY
 JJ0552  USGS QUAD   -  SUGAR CITY (1976)
 JJ0552
 JJ0552                         *CURRENT SURVEY CONTROL
 JJ0552  ___________________________________________________________________
 JJ0552* NAD 83(1986)-  38 13 50.     (N)    103 40 49.     (W)     SCALED    
 JJ0552* NAVD 88     -      1310.399  (meters)    4299.20   (feet)  ADJUSTED  
 JJ0552  ___________________________________________________________________
 JJ0552  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 JJ0552  DYNAMIC HT  -        1309.087 (meters)    4294.90  (feet)  COMP
 JJ0552  MODELED GRAV-     979,582.6   (mgal)                       NAVD 88
 JJ0552
 JJ0552  VERT ORDER  -  SECOND    CLASS 0
 JJ0552
 JJ0552.The horizontal coordinates were scaled from a topographic map and have
 JJ0552.an estimated accuracy of +/- 6 seconds.
 JJ0552
 JJ0552.The orthometric height was determined by differential leveling
 JJ0552.and adjusted by the National Geodetic Survey in June 1991..
 JJ0552
 JJ0552.The geoid height was determined by GEOID03.
 JJ0552
 JJ0552.The dynamic height is computed by dividing the NAVD 88
 JJ0552.geopotential number by the normal gravity value computed on the
 JJ0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0552.degrees latitude (g = 980.6199 gals.).
 JJ0552
 JJ0552.The modeled gravity was interpolated from observed gravity values.
 JJ0552
 JJ0552;                    North         East    Units  Estimated Accuracy
 JJ0552;SPC CO S     -   479,920.    1,073,720.      MT  (+/- 180 meters Scaled)
 JJ0552
 JJ0552                          SUPERSEDED SURVEY CONTROL
 JJ0552
 JJ0552  NGVD 29 (??/??/92) 1309.721  (m)         4296.98   (f) ADJ UNCH    2 0
 JJ0552
 JJ0552.Superseded values are not recommended for survey control.
 JJ0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0552.See file dsdata.txt to determine how the superseded data were derived.
 JJ0552
 JJ0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC155322(NAD 83)
 JJ0552_MARKER: R = RIVET
 JJ0552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0552_SP_SET: SIGNAL
 JJ0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0552
 JJ0552  HISTORY     - Date     Condition        Report By
 JJ0552  HISTORY     - UNK      MONUMENTED       CGS
 JJ0552  HISTORY     - 1941     GOOD             NGS
 JJ0552
 JJ0552                          STATION DESCRIPTION
 JJ0552
 JJ0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0552'4 MI E FROM ORDWAY.
 JJ0552'4.0 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 JJ0552'AT ORDWAY, CROWLEY COUNTY, 0.3 MILE EAST OF BRIDGE NO. 478, AT
 JJ0552'SIGNAL 8421, IN THE SOUTHEAST CORNER OF THE BASE, 40 FEET SOUTH OF
 JJ0552'A FENCE LINE, 10 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND
 JJ0552'ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD MONEL-METEL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0551 ***********************************************************************
 JJ0551  DESIGNATION -  842+16
 JJ0551  PID         -  JJ0551
 JJ0551  STATE/COUNTY-  CO/CROWLEY
 JJ0551  USGS QUAD   -  SUGAR CITY (1976)
 JJ0551
 JJ0551                         *CURRENT SURVEY CONTROL
 JJ0551  ___________________________________________________________________
 JJ0551* NAD 83(1986)-  38 13 46.     (N)    103 41 02.     (W)     SCALED    
 JJ0551* NAVD 88     -      1305.131  (meters)    4281.92   (feet)  ADJUSTED  
 JJ0551  ___________________________________________________________________
 JJ0551  GEOID HEIGHT-         -21.69  (meters)                     GEOID03
 JJ0551  DYNAMIC HT  -        1303.824 (meters)    4277.63  (feet)  COMP
 JJ0551  MODELED GRAV-     979,582.5   (mgal)                       NAVD 88
 JJ0551
 JJ0551  VERT ORDER  -  SECOND    CLASS 0
 JJ0551
 JJ0551.The horizontal coordinates were scaled from a topographic map and have
 JJ0551.an estimated accuracy of +/- 6 seconds.
 JJ0551
 JJ0551.The orthometric height was determined by differential leveling
 JJ0551.and adjusted by the National Geodetic Survey in June 1991..
 JJ0551
 JJ0551.The geoid height was determined by GEOID03.
 JJ0551
 JJ0551.The dynamic height is computed by dividing the NAVD 88
 JJ0551.geopotential number by the normal gravity value computed on the
 JJ0551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0551.degrees latitude (g = 980.6199 gals.).
 JJ0551
 JJ0551.The modeled gravity was interpolated from observed gravity values.
 JJ0551
 JJ0551;                    North         East    Units  Estimated Accuracy
 JJ0551;SPC CO S     -   479,790.    1,073,400.      MT  (+/- 180 meters Scaled)
 JJ0551
 JJ0551                          SUPERSEDED SURVEY CONTROL
 JJ0551
 JJ0551  NGVD 29 (??/??/92) 1304.452  (m)         4279.69   (f) ADJ UNCH    2 0
 JJ0551
 JJ0551.Superseded values are not recommended for survey control.
 JJ0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0551.See file dsdata.txt to determine how the superseded data were derived.
 JJ0551
 JJ0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC151320(NAD 83)
 JJ0551_MARKER: R = RIVET
 JJ0551_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JJ0551_SP_SET: BRIDGE
 JJ0551_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0551
 JJ0551  HISTORY     - Date     Condition        Report By
 JJ0551  HISTORY     - UNK      MONUMENTED       CGS
 JJ0551  HISTORY     - 1941     GOOD             NGS
 JJ0551
 JJ0551                          STATION DESCRIPTION
 JJ0551
 JJ0551'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0551'3.8 MI E FROM ORDWAY.
 JJ0551'3.8 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 JJ0551'AT ORDWAY, CROWLEY COUNTY, 0.4 MILE EAST OF A ROAD CROSSING, AT
 JJ0551'BRIDGE NO. 478, IN THE SOUTHEAST CORNER OF THE WEST PIER, 8 FEET
 JJ0551'SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 6 FEET LOWER THAN
 JJ0551'THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1172 ***********************************************************************
 KK1172  DESIGNATION -  8422
 KK1172  PID         -  KK1172
 KK1172  STATE/COUNTY-  CO/GILPIN
 KK1172  USGS QUAD   -  CENTRAL CITY (1972)
 KK1172
 KK1172                         *CURRENT SURVEY CONTROL
 KK1172  ___________________________________________________________________
 KK1172* NAD 83(1986)-  39 48 03.     (N)    105 30 38.     (W)     SCALED    
 KK1172* NAVD 88     -      2568.065  (meters)    8425.39   (feet)  ADJUSTED  
 KK1172  ___________________________________________________________________
 KK1172  GEOID HEIGHT-         -13.28  (meters)                     GEOID03
 KK1172  DYNAMIC HT  -        2565.150 (meters)    8415.83  (feet)  COMP
 KK1172  MODELED GRAV-     979,398.1   (mgal)                       NAVD 88
 KK1172
 KK1172  VERT ORDER  -  SECOND    CLASS 0
 KK1172
 KK1172.The horizontal coordinates were scaled from a topographic map and have
 KK1172.an estimated accuracy of +/- 6 seconds.
 KK1172
 KK1172.The orthometric height was determined by differential leveling
 KK1172.and adjusted by the National Geodetic Survey in June 1991..
 KK1172
 KK1172.The geoid height was determined by GEOID03.
 KK1172
 KK1172.The dynamic height is computed by dividing the NAVD 88
 KK1172.geopotential number by the normal gravity value computed on the
 KK1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1172.degrees latitude (g = 980.6199 gals.).
 KK1172
 KK1172.The modeled gravity was interpolated from observed gravity values.
 KK1172
 KK1172;                    North         East    Units  Estimated Accuracy
 KK1172;SPC CO N     -   356,710.      913,500.      MT  (+/- 180 meters Scaled)
 KK1172
 KK1172                          SUPERSEDED SURVEY CONTROL
 KK1172
 KK1172  NGVD 29 (??/??/92) 2566.669  (m)         8420.81   (f) ADJ UNCH    2 0
 KK1172
 KK1172.Superseded values are not recommended for survey control.
 KK1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1172.See file dsdata.txt to determine how the superseded data were derived.
 KK1172
 KK1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE562057(NAD 83)
 KK1172_MARKER: DD = SURVEY DISK
 KK1172_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK1172_SP_SET: BUILDING
 KK1172_STAMPING: 8422
 KK1172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1172
 KK1172  HISTORY     - Date     Condition        Report By
 KK1172  HISTORY     - UNK      MONUMENTED       USGS
 KK1172  HISTORY     - 1940     GOOD             NGS
 KK1172  HISTORY     - 20020925 GOOD             USPSQD
 KK1172  HISTORY     - 20040601 GOOD             GEOCAC
 KK1172
 KK1172                          STATION DESCRIPTION
 KK1172
 KK1172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KK1172'AT CENTRAL CITY.
 KK1172'AT CENTRAL CITY, GILPIN COUNTY, AT THE EAST ENTRANCE TO THE GRADE
 KK1172'SCHOOL, IN THE CENTER OF THE TOP OF THE CAPSTONE BETWEEN THE TWIN
 KK1172'ENTRANCE, AND LEVEL WITH THE FIRST FLOOR.  A UNITED STATES
 KK1172'GEOLOGICAL SURVEY STANDARD SURVEY DISK, STAMPED 8422.
 KK1172
 KK1172                          STATION RECOVERY (2002)
 KK1172
 KK1172'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 KK1172'RECOVERED IN GOOD CONDITION.
 KK1172
 KK1172                          STATION RECOVERY (2004)
 KK1172
 KK1172'RECOVERY NOTE BY GEOCACHING 2004 (ARH)
 KK1172'RECOVERED IN GOOD CONDITION.  BUILDING IS NOW THE STATE OF COLORADO
 KK1172'DIVISION OF GAMING OFFICE.  HANDHELD GPS COORDINATES N39 48.060  W105
 KK1172'30.639 (WGS 84)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0549 ***********************************************************************
 JJ0549  DESIGNATION -  843+11
 JJ0549  PID         -  JJ0549
 JJ0549  STATE/COUNTY-  CO/CROWLEY
 JJ0549  USGS QUAD   -  SUGAR CITY (1976)
 JJ0549
 JJ0549                         *CURRENT SURVEY CONTROL
 JJ0549  ___________________________________________________________________
 JJ0549* NAD 83(1986)-  38 13 35.     (N)    103 42 02.     (W)     SCALED    
 JJ0549* NAVD 88     -      1310.595  (meters)    4299.84   (feet)  ADJUSTED  
 JJ0549  ___________________________________________________________________
 JJ0549  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 JJ0549  DYNAMIC HT  -        1309.282 (meters)    4295.54  (feet)  COMP
 JJ0549  MODELED GRAV-     979,581.6   (mgal)                       NAVD 88
 JJ0549
 JJ0549  VERT ORDER  -  SECOND    CLASS 0
 JJ0549
 JJ0549.The horizontal coordinates were scaled from a topographic map and have
 JJ0549.an estimated accuracy of +/- 6 seconds.
 JJ0549
 JJ0549.The orthometric height was determined by differential leveling
 JJ0549.and adjusted by the National Geodetic Survey in June 1991..
 JJ0549
 JJ0549.The geoid height was determined by GEOID03.
 JJ0549
 JJ0549.The dynamic height is computed by dividing the NAVD 88
 JJ0549.geopotential number by the normal gravity value computed on the
 JJ0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0549.degrees latitude (g = 980.6199 gals.).
 JJ0549
 JJ0549.The modeled gravity was interpolated from observed gravity values.
 JJ0549
 JJ0549;                    North         East    Units  Estimated Accuracy
 JJ0549;SPC CO S     -   479,430.    1,071,950.      MT  (+/- 180 meters Scaled)
 JJ0549
 JJ0549                          SUPERSEDED SURVEY CONTROL
 JJ0549
 JJ0549  NGVD 29 (??/??/92) 1309.915  (m)         4297.61   (f) ADJ UNCH    2 0
 JJ0549
 JJ0549.Superseded values are not recommended for survey control.
 JJ0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0549.See file dsdata.txt to determine how the superseded data were derived.
 JJ0549
 JJ0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC137317(NAD 83)
 JJ0549_MARKER: R = RIVET
 JJ0549_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0549_SP_SET: SIGNAL
 JJ0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0549
 JJ0549  HISTORY     - Date     Condition        Report By
 JJ0549  HISTORY     - UNK      MONUMENTED       CGS
 JJ0549  HISTORY     - 1941     GOOD             NGS
 JJ0549
 JJ0549                          STATION DESCRIPTION
 JJ0549
 JJ0549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0549'3.1 MI E FROM ORDWAY.
 JJ0549'3.1 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 JJ0549'AT ORDWAY, CROWLEY COUNTY, AT SIGNAL 8433, IN THE SOUTHEAST CORNER
 JJ0549'OF THE BASE, 40 FEET SOUTH OF A FENCE LINE, 10 FEET NORTH OF THE
 JJ0549'CENTERLINE OF THE TRACK, AND ABOUT 2 FEET HIGHER THAN THE TRACK.
 JJ0549'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0548 ***********************************************************************
 JJ0548  DESIGNATION -  843+38 1/2
 JJ0548  PID         -  JJ0548
 JJ0548  STATE/COUNTY-  CO/CROWLEY
 JJ0548  USGS QUAD   -  SUGAR CITY (1976)
 JJ0548
 JJ0548                         *CURRENT SURVEY CONTROL
 JJ0548  ___________________________________________________________________
 JJ0548* NAD 83(1986)-  38 13 28.     (N)    103 42 41.     (W)     SCALED    
 JJ0548* NAVD 88     -      1312.773  (meters)    4306.99   (feet)  ADJUSTED  
 JJ0548  ___________________________________________________________________
 JJ0548  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 JJ0548  DYNAMIC HT  -        1311.457 (meters)    4302.67  (feet)  COMP
 JJ0548  MODELED GRAV-     979,581.1   (mgal)                       NAVD 88
 JJ0548
 JJ0548  VERT ORDER  -  SECOND    CLASS 0
 JJ0548
 JJ0548.The horizontal coordinates were scaled from a topographic map and have
 JJ0548.an estimated accuracy of +/- 6 seconds.
 JJ0548
 JJ0548.The orthometric height was determined by differential leveling
 JJ0548.and adjusted by the National Geodetic Survey in June 1991..
 JJ0548
 JJ0548.The geoid height was determined by GEOID03.
 JJ0548
 JJ0548.The dynamic height is computed by dividing the NAVD 88
 JJ0548.geopotential number by the normal gravity value computed on the
 JJ0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0548.degrees latitude (g = 980.6199 gals.).
 JJ0548
 JJ0548.The modeled gravity was interpolated from observed gravity values.
 JJ0548
 JJ0548;                    North         East    Units  Estimated Accuracy
 JJ0548;SPC CO S     -   479,190.    1,071,010.      MT  (+/- 180 meters Scaled)
 JJ0548
 JJ0548                          SUPERSEDED SURVEY CONTROL
 JJ0548
 JJ0548  NGVD 29 (??/??/92) 1312.093  (m)         4304.76   (f) ADJ UNCH    2 0
 JJ0548
 JJ0548.Superseded values are not recommended for survey control.
 JJ0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0548.See file dsdata.txt to determine how the superseded data were derived.
 JJ0548
 JJ0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC127315(NAD 83)
 JJ0548_MARKER: R = RIVET
 JJ0548_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0548_SP_SET: CULVERT
 JJ0548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0548
 JJ0548  HISTORY     - Date     Condition        Report By
 JJ0548  HISTORY     - UNK      MONUMENTED       CGS
 JJ0548  HISTORY     - 1941     GOOD             NGS
 JJ0548
 JJ0548                          STATION DESCRIPTION
 JJ0548
 JJ0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0548'2.5 MI E FROM ORDWAY.
 JJ0548'2.5 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 JJ0548'AT ORDWAY, CROWLEY COUNTY, 0.5 MILE WEST OF A ROAD CROSSING, IN THE
 JJ0548'SOUTHWEST END OF A CONCRETE CULVERT, 30 FEET NORTH OF A FENCE LINE,
 JJ0548'10 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 3 FEET LOWER
 JJ0548'THAN THE TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0010 ***********************************************************************
 LM0010  DESIGNATION -  8437
 LM0010  PID         -  LM0010
 LM0010  STATE/COUNTY-  CO/JACKSON
 LM0010  USGS QUAD   -  KINGS CANYON (1950)
 LM0010
 LM0010                         *CURRENT SURVEY CONTROL
 LM0010  ___________________________________________________________________
 LM0010* NAD 83(1986)-  40 56 00.     (N)    106 13 29.     (W)     SCALED    
 LM0010* NAVD 88     -      2573.595  (meters)    8443.54   (feet)  ADJUSTED  
 LM0010  ___________________________________________________________________
 LM0010  GEOID HEIGHT-         -11.21  (meters)                     GEOID03
 LM0010  DYNAMIC HT  -        2570.928 (meters)    8434.79  (feet)  COMP
 LM0010  MODELED GRAV-     979,494.8   (mgal)                       NAVD 88
 LM0010
 LM0010  VERT ORDER  -  FIRST     CLASS II
 LM0010
 LM0010.The horizontal coordinates were scaled from a topographic map and have
 LM0010.an estimated accuracy of +/- 6 seconds.
 LM0010
 LM0010.The orthometric height was determined by differential leveling
 LM0010.and adjusted by the National Geodetic Survey in June 1991..
 LM0010
 LM0010.The geoid height was determined by GEOID03.
 LM0010
 LM0010.The dynamic height is computed by dividing the NAVD 88
 LM0010.geopotential number by the normal gravity value computed on the
 LM0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0010.degrees latitude (g = 980.6199 gals.).
 LM0010
 LM0010.The modeled gravity was interpolated from observed gravity values.
 LM0010
 LM0010;                    North         East    Units  Estimated Accuracy
 LM0010;SPC CO N     -   482,710.      853,370.      MT  (+/- 180 meters Scaled)
 LM0010
 LM0010                          SUPERSEDED SURVEY CONTROL
 LM0010
 LM0010  NGVD 29 (??/??/92) 2572.191  (m)         8438.93   (f) ADJ UNCH    1 2
 LM0010
 LM0010.Superseded values are not recommended for survey control.
 LM0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0010.See file dsdata.txt to determine how the superseded data were derived.
 LM0010
 LM0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF968320(NAD 83)
 LM0010_MARKER: P = PIPE CAP
 LM0010_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LM0010_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LM0010_STAMPING: NO 16 8437 LARAMIE
 LM0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0010
 LM0010  HISTORY     - Date     Condition        Report By
 LM0010  HISTORY     - UNK      MONUMENTED       USGS
 LM0010  HISTORY     - 1956     GOOD             NGS
 LM0010
 LM0010                          STATION DESCRIPTION
 LM0010
 LM0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LM0010'0.5 MI N FROM KINGS CANYON.
 LM0010'0.5 MILE NORTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC RAILROAD
 LM0010'FROM THE STATION SIGN AT KINGS CANYON, 8 1/2 POLES SOUTH OF MILEPOST
 LM0010'73, 117.6 FEET EAST OF THE EAST RAIL, 90 FEET WEST OF THE CENTER LINE
 LM0010'OF AN OLD HIGHWAY, 76 FEET WEST OF A FENCE, 47 FEET SOUTH OF THE
 LM0010'CENTER LINE OF A TRACK ROAD, 8.7 FEET WEST OF A TELEPHONE POLE, 1.7
 LM0010'FEET NORTH OF A WITNESS POST, RIVETED ON THE TOP OF A 3 1/2 INCH IRON
 LM0010'PIPE WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND, IN SECTION 14, TOWNSHIP
 LM0010'11 NORTH, RANGE 79 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0037 ***********************************************************************
 HM0037  DESIGNATION -  8440.81
 HM0037  PID         -  HM0037
 HM0037  STATE/COUNTY-  CO/MONTEZUMA
 HM0037  USGS QUAD   -  RICO (1975)
 HM0037
 HM0037                         *CURRENT SURVEY CONTROL
 HM0037  ___________________________________________________________________
 HM0037* NAD 83(1986)-  37 38 18.     (N)    108 03 35.     (W)     SCALED    
 HM0037* NAVD 88     -      2573.429  (meters)    8442.99   (feet)  ADJUSTED  
 HM0037  ___________________________________________________________________
 HM0037  GEOID HEIGHT-         -16.74  (meters)                     GEOID03
 HM0037  DYNAMIC HT  -        2569.925 (meters)    8431.50  (feet)  COMP
 HM0037  MODELED GRAV-     979,175.5   (mgal)                       NAVD 88
 HM0037
 HM0037  VERT ORDER  -  SECOND    CLASS 0
 HM0037
 HM0037.The horizontal coordinates were scaled from a topographic map and have
 HM0037.an estimated accuracy of +/- 6 seconds.
 HM0037
 HM0037.The orthometric height was determined by differential leveling
 HM0037.and adjusted by the National Geodetic Survey in June 1991..
 HM0037
 HM0037.The geoid height was determined by GEOID03.
 HM0037
 HM0037.The dynamic height is computed by dividing the NAVD 88
 HM0037.geopotential number by the normal gravity value computed on the
 HM0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0037.degrees latitude (g = 980.6199 gals.).
 HM0037
 HM0037.The modeled gravity was interpolated from observed gravity values.
 HM0037
 HM0037;                    North         East    Units  Estimated Accuracy
 HM0037;SPC CO S     -   415,740.      688,520.      MT  (+/- 180 meters Scaled)
 HM0037
 HM0037                          SUPERSEDED SURVEY CONTROL
 HM0037
 HM0037  NGVD 29 (??/??/92) 2571.948  (m)         8438.13   (f) ADJ UNCH    2 0
 HM0037
 HM0037.Superseded values are not recommended for survey control.
 HM0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0037.See file dsdata.txt to determine how the superseded data were derived.
 HM0037
 HM0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG594697(NAD 83)
 HM0037_MARKER: DD = SURVEY DISK
 HM0037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HM0037_SP_SET: ABUTMENT
 HM0037_STAMPING: 8440.81
 HM0037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0037
 HM0037  HISTORY     - Date     Condition        Report By
 HM0037  HISTORY     - UNK      MONUMENTED       BPR
 HM0037
 HM0037                          STATION DESCRIPTION
 HM0037
 HM0037'DESCRIBED BY US BUREAU OF PUBLIC ROADS UNK
 HM0037'4.0 MI SW FROM RICO.
 HM0037'IN MONTEZUMA COUNTY, 4.0 MILES SOUTHWEST ALONG THE ABANDONED RIO
 HM0037'GRANDE SOUTHERN RAILROAD FROM THE FORMER STATION AT RICO, DOLORES
 HM0037'COUNTY, 100 FEET WEST OF A MONTEZUMA-DOLORES COUNTY-LINE MARKER, 200
 HM0037'FEET WEST OF THE CENTERLINE OF THE OLD ROADBED, AT A STEEL HIGHWAY
 HM0037'BRIDGE, AND IN THE EAST END OF THE SOUTH ABUTMENT.  A UNITED STATES
 HM0037'BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED 8440.81.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0546 ***********************************************************************
 JJ0546  DESIGNATION -  844+18
 JJ0546  PID         -  JJ0546
 JJ0546  STATE/COUNTY-  CO/CROWLEY
 JJ0546  USGS QUAD   -  SUGAR CITY (1976)
 JJ0546
 JJ0546                         *CURRENT SURVEY CONTROL
 JJ0546  ___________________________________________________________________
 JJ0546* NAD 83(1986)-  38 13 19.     (N)    103 43 20.     (W)     SCALED    
 JJ0546* NAVD 88     -      1314.316  (meters)    4312.05   (feet)  ADJUSTED  
 JJ0546  ___________________________________________________________________
 JJ0546  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 JJ0546  DYNAMIC HT  -        1312.998 (meters)    4307.73  (feet)  COMP
 JJ0546  MODELED GRAV-     979,580.5   (mgal)                       NAVD 88
 JJ0546
 JJ0546  VERT ORDER  -  SECOND    CLASS 0
 JJ0546
 JJ0546.The horizontal coordinates were scaled from a topographic map and have
 JJ0546.an estimated accuracy of +/- 6 seconds.
 JJ0546
 JJ0546.The orthometric height was determined by differential leveling
 JJ0546.and adjusted by the National Geodetic Survey in June 1991..
 JJ0546
 JJ0546.The geoid height was determined by GEOID03.
 JJ0546
 JJ0546.The dynamic height is computed by dividing the NAVD 88
 JJ0546.geopotential number by the normal gravity value computed on the
 JJ0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0546.degrees latitude (g = 980.6199 gals.).
 JJ0546
 JJ0546.The modeled gravity was interpolated from observed gravity values.
 JJ0546
 JJ0546;                    North         East    Units  Estimated Accuracy
 JJ0546;SPC CO S     -   478,900.    1,070,060.      MT  (+/- 180 meters Scaled)
 JJ0546
 JJ0546                          SUPERSEDED SURVEY CONTROL
 JJ0546
 JJ0546  NGVD 29 (??/??/92) 1313.634  (m)         4309.81   (f) ADJ UNCH    2 0
 JJ0546
 JJ0546.Superseded values are not recommended for survey control.
 JJ0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0546.See file dsdata.txt to determine how the superseded data were derived.
 JJ0546
 JJ0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC118312(NAD 83)
 JJ0546_MARKER: R = RIVET
 JJ0546_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0546_SP_SET: CULVERT
 JJ0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0546
 JJ0546  HISTORY     - Date     Condition        Report By
 JJ0546  HISTORY     - UNK      MONUMENTED       CGS
 JJ0546  HISTORY     - 1941     GOOD             NGS
 JJ0546
 JJ0546                          STATION DESCRIPTION
 JJ0546
 JJ0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0546'2.0 MI E FROM ORDWAY.
 JJ0546'2.0 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 JJ0546'AT ORDWAY, CROWLEY COUNTY, IN THE SOUTHWEST CORNER OF A 3- BY 6 FOOT
 JJ0546'CONCRETE CULVERT, 9 FEET EAST OF AN 18-INCH GALVANIZED IRON PIPE
 JJ0546'CULVER, 30 FEET NORTH OF A FENCE LINE, 10 FEET SOUTH OF THE
 JJ0546'CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A
 JJ0546'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1182 ***********************************************************************
 KK1182  DESIGNATION -  8443 DENV
 KK1182  PID         -  KK1182
 KK1182  STATE/COUNTY-  CO/GILPIN
 KK1182  USGS QUAD   -  TUNGSTEN (1972)
 KK1182
 KK1182                         *CURRENT SURVEY CONTROL
 KK1182  ___________________________________________________________________
 KK1182* NAD 83(1992)-  39 54 58.96602(N)    105 30 01.10401(W)     ADJUSTED  
 KK1182* NAVD 88     -      2574.597  (meters)    8446.82   (feet)  ADJUSTED  
 KK1182  ___________________________________________________________________
 KK1182  X           -  -1,309,663.000 (meters)                     COMP
 KK1182  Y           -  -4,722,394.062 (meters)                     COMP
 KK1182  Z           -   4,072,512.200 (meters)                     COMP
 KK1182  LAPLACE CORR-         -16.21  (seconds)                    DEFLEC99
 KK1182  ELLIP HEIGHT-        2561.26  (meters)          (12/03/02) GPS OBS
 KK1182  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 KK1182  DYNAMIC HT  -        2571.728 (meters)    8437.41  (feet)  COMP
 KK1182  MODELED GRAV-     979,417.9   (mgal)                       NAVD 88
 KK1182
 KK1182  HORZ ORDER  -  FIRST
 KK1182  VERT ORDER  -  SECOND    CLASS 0
 KK1182  ELLP ORDER  -  FOURTH    CLASS II
 KK1182
 KK1182.The horizontal coordinates were established by GPS observations
 KK1182.and adjusted by the National Geodetic Survey in May 1995..
 KK1182
 KK1182.The orthometric height was determined by differential leveling
 KK1182.and adjusted by the National Geodetic Survey in June 1991..
 KK1182
 KK1182.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK1182
 KK1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1182
 KK1182.The ellipsoidal height was determined by GPS observations
 KK1182.and is referenced to NAD 83.
 KK1182
 KK1182.The geoid height was determined by GEOID03.
 KK1182
 KK1182.The dynamic height is computed by dividing the NAVD 88
 KK1182.geopotential number by the normal gravity value computed on the
 KK1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1182.degrees latitude (g = 980.6199 gals.).
 KK1182
 KK1182.The modeled gravity was interpolated from observed gravity values.
 KK1182
 KK1182;                    North         East     Units Scale Factor Converg.
 KK1182;SPC CO N     -   369,536.041   914,375.610   MT  0.99997378   -0 00 00.7
 KK1182;SPC CO N     - 1,212,386.16  2,999,913.98   sFT  0.99997378   -0 00 00.7
 KK1182;UTM  13      - 4,418,596.012   457,241.829   MT  0.99962251   -0 19 15.7
 KK1182
 KK1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1182!SPC CO N     -   0.99959835  x   0.99997378  =   0.99957214
 KK1182!UTM  13      -   0.99959835  x   0.99962251  =   0.99922101
 KK1182
 KK1182                          SUPERSEDED SURVEY CONTROL
 KK1182
 KK1182  ELLIP H (05/08/95) 2561.30   (m)                       GP(       ) 2 2
 KK1182  NAVD 88 (05/08/95) 2574.60   (m)         8446.8    (f) LEVELING    3  
 KK1182  NGVD 29 (??/??/92) 2573.227  (m)         8442.33   (f) ADJ UNCH    2 0
 KK1182
 KK1182.Superseded values are not recommended for survey control.
 KK1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1182.See file dsdata.txt to determine how the superseded data were derived.
 KK1182
 KK1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE5724218596(NAD 83)
 KK1182_MARKER: DB = BENCH MARK DISK
 KK1182_SETTING: 66 = SET IN ROCK OUTCROP
 KK1182_SP_SET: OUTCROP
 KK1182_STAMPING: 8443 DENV
 KK1182_MARK LOGO: USGS  
 KK1182_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1182_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1182+STABILITY: POSITION/ELEVATION WELL
 KK1182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1182+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1998
 KK1182
 KK1182  HISTORY     - Date     Condition        Report By
 KK1182  HISTORY     - UNK      MONUMENTED       USGS
 KK1182  HISTORY     - 1951     GOOD             NGS
 KK1182  HISTORY     - 19940516 GOOD             CODOT
 KK1182  HISTORY     - 19981117 GOOD             NGS
 KK1182  HISTORY     - 20011005 GOOD             USPSQD
 KK1182  HISTORY     - 20050909 POOR             USPSQD
 KK1182
 KK1182                          STATION DESCRIPTION
 KK1182
 KK1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK1182'AT ROLLINSVILLE.
 KK1182'AT ROLLINSVILLE, 0.15 MILE NORTHWEST OF THE DENVER AND RIO GRANDE
 KK1182'WESTERN RAILROAD STATION, 115 FEET NORTHEAST OF THE CENTER LINE
 KK1182'OF A STREET LEADING SOUTHEAST TO THE RAILROAD STATION, 100 FEET
 KK1182'NORTHWEST OF THE NORTH CORNER OF AN AMUSEMENT HALL, 25 FEET
 KK1182'ABOVE THE LEVEL OF THE ROAD, PART OF THIS DISK IS MISSING, SET
 KK1182'IN THE TOP OF A LARGE GRANITE OUTCROP.
 KK1182
 KK1182                          STATION RECOVERY (1994)
 KK1182
 KK1182'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1994 (KAW)
 KK1182'THE STATION WILL BE USED DURING A GPS PROJECT. THE STATION IS LOCATED
 KK1182'IN ROLLINSVILLE AT STATE HIGHWAY 119 MILEPOST 20.9 IN THE SOUTHEAST
 KK1182'1/4 OF SECTION 36, T 1 S, R 73 W, 6TH P.M. OWNERSHIP--UNKNOWN. TO
 KK1182'REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 119 AND A
 KK1182'DIRT ROAD LEADING EAST IN ROLLINSVILLE, GO EAST ON THE DIRT ROAD FOR
 KK1182'0.15 MI (0.24 KM) TO THE STATION ON THE LEFT. THE STATION IS A DAMAGED
 KK1182'ALUMINUM USGS BENCHMARK DISK SET IN THE SOUTHEAST END OF A VERY LARGE
 KK1182'ROCK OUTCROP.  PART OF THE DISK HAS BEEN BROKEN OFF.  IT IS 115.6 FT
 KK1182'(35.2 M) NORTH NORTHEAST OF THE CENTER OF THE DIRT ROAD LEADING TO THE
 KK1182'STATION, 94.5 FT (28.8 M) NORTH NORTHEAST OF A TELEPHONE POLE (NUMBER
 KK1182'139) WITH LIGHT, AND 51.0 FT (15.5 M) SOUTHWEST OF THE CENTER OF A
 KK1182'DIRT ROAD ABOVE THE STATION. DESCRIPTION BY K.A. WILLIAMS, CDOT.
 KK1182
 KK1182                          STATION RECOVERY (1998)
 KK1182
 KK1182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 KK1182'THE STATION IS LOCATED IN THE TOWN OF ROLLINSVILLE, IN THE SOUTHEAST
 KK1182'1/4 OF SECTION 36, T 1 S, R 73 W, NEAR STATE HIGHWAY 119 MILEPOST
 KK1182'20.9.  OWNERSHIP--UNKNOWN
 KK1182'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 119 AND A
 KK1182'ROAD LEADING EAST IN ROLLINSVILLE AT STATE HIGHWAY MILEPOST 20.9, GO
 KK1182'EAST FOR 0.15 MI (0.24 KM) TO THE STATION ON THE LEFT, JUST PAST THE
 KK1182'POST OFFICE.  IT MAYBE EASIER TO GET TO THE ROAD JUST ABOVE THE MARK
 KK1182'AS WELL
 KK1182'THE MARK IS A STANDARD ALUMINUM USGS DISK SET IN TOP OF A DRILL HOLE
 KK1182'IN A LARGE ROCK OUTCROP ON THE SIDE OF A HILL.  PART OF THE DISK HAS
 KK1182'BEEN BROKEN OFF.  IT IS 35.2 M (115.5 FT) NORTH-NORTHEAST FROM THE
 KK1182'CENTER OF THE DIRT ROAD LEADING TO THE STATION, 28.8 M (94.5 FT)
 KK1182'NORTH-NORTHEAST FROM A TELEPHONE POLE NUMBER 139 WITH A LIGHT, 25.1 M
 KK1182'(82.3 FT) EAST FROM THE FLAGPOLE AT THE POST OFFICE IN ROLLINSVILLE
 KK1182'AND 15.5 M (50.9 FT) SOUTHWEST FROM THE CENTER OF A DIRT ROAD ABOVE
 KK1182'THE STATION.
 KK1182
 KK1182                          STATION RECOVERY (2001)
 KK1182
 KK1182'RECOVERY NOTE BY US POWER SQUADRON 2001 (WAF)
 KK1182'RECOVERED IN GOOD CONDITION.
 KK1182
 KK1182                          STATION RECOVERY (2005)
 KK1182
 KK1182'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 KK1182'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0829 ***********************************************************************
 KK0829  DESIGNATION -  8445
 KK0829  PID         -  KK0829
 KK0829  STATE/COUNTY-  CO/PARK
 KK0829  USGS QUAD   -  MOUNT LOGAN (1994)
 KK0829
 KK0829                         *CURRENT SURVEY CONTROL
 KK0829  ___________________________________________________________________
 KK0829* NAD 83(1986)-  39 27 00.     (N)    105 37 59.     (W)     SCALED    
 KK0829* NAVD 88     -      2575.111  (meters)    8448.51   (feet)  ADJUSTED  
 KK0829  ___________________________________________________________________
 KK0829  GEOID HEIGHT-         -12.59  (meters)                     GEOID03
 KK0829  DYNAMIC HT  -        2572.079 (meters)    8438.56  (feet)  COMP
 KK0829  MODELED GRAV-     979,355.9   (mgal)                       NAVD 88
 KK0829
 KK0829  VERT ORDER  -  FIRST     CLASS II
 KK0829
 KK0829.The horizontal coordinates were scaled from a topographic map and have
 KK0829.an estimated accuracy of +/- 6 seconds.
 KK0829
 KK0829.The orthometric height was determined by differential leveling
 KK0829.and adjusted by the National Geodetic Survey in June 1991..
 KK0829
 KK0829.The geoid height was determined by GEOID03.
 KK0829
 KK0829.The dynamic height is computed by dividing the NAVD 88
 KK0829.geopotential number by the normal gravity value computed on the
 KK0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0829.degrees latitude (g = 980.6199 gals.).
 KK0829
 KK0829.The modeled gravity was interpolated from observed gravity values.
 KK0829
 KK0829;                    North         East    Units  Estimated Accuracy
 KK0829;SPC CO C     -   484,270.      902,950.      MT  (+/- 180 meters Scaled)
 KK0829
 KK0829                          SUPERSEDED SURVEY CONTROL
 KK0829
 KK0829  NGVD 29 (??/??/92) 2573.695  (m)         8443.86   (f) ADJ UNCH    1 2
 KK0829
 KK0829.Superseded values are not recommended for survey control.
 KK0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0829.See file dsdata.txt to determine how the superseded data were derived.
 KK0829
 KK0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD455669(NAD 83)
 KK0829_MARKER: DD = SURVEY DISK
 KK0829_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0829_SP_SET: BUILDING
 KK0829_STAMPING: 8445
 KK0829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0829
 KK0829  HISTORY     - Date     Condition        Report By
 KK0829  HISTORY     - UNK      MONUMENTED       USGS
 KK0829  HISTORY     - 1955     GOOD             NGS
 KK0829
 KK0829                          STATION DESCRIPTION
 KK0829
 KK0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KK0829'AT SANTA MARIA.
 KK0829'AT SANTA MARIA, AT THE BOYS AND GIRLS CAMP, 98 FEET NORTHWEST OF
 KK0829'THE CENTER OF THE WEST ENTRANCE TO ST JOHNS HALL, 59 FEET
 KK0829'WEST OF THE SOUTHWEST CORNER OF A SWIMMING POOL, 44 FEET EAST
 KK0829'OF THE CENTER OF THE NORTH ENTRANCE TO ST ANNS HALL, 23 FEET
 KK0829'WEST OF THE CENTER LINE OF A GRAVELED ROAD, 2.2 FEET ABOVE
 KK0829'THE SIDEWALK, SET VERTICALLY IN THE NORTH SIDE OF THE NORTH
 KK0829'STONE FOUNDATION OF ST ANNS HALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0778 ***********************************************************************
 KK0778  DESIGNATION -  8449.1
 KK0778  PID         -  KK0778
 KK0778  STATE/COUNTY-  CO/BOULDER
 KK0778  USGS QUAD   -  NEDERLAND (1972)
 KK0778
 KK0778                         *CURRENT SURVEY CONTROL
 KK0778  ___________________________________________________________________
 KK0778* NAD 83(1986)-  39 57 21.     (N)    105 30 47.     (W)     SCALED    
 KK0778* NAVD 88     -      2576.327  (meters)    8452.50   (feet)  ADJUSTED  
 KK0778  ___________________________________________________________________
 KK0778  GEOID HEIGHT-         -13.28  (meters)                     GEOID03
 KK0778  DYNAMIC HT  -        2573.469 (meters)    8443.12  (feet)  COMP
 KK0778  MODELED GRAV-     979,422.7   (mgal)                       NAVD 88
 KK0778
 KK0778  VERT ORDER  -  SECOND    CLASS 0
 KK0778
 KK0778.The horizontal coordinates were scaled from a topographic map and have
 KK0778.an estimated accuracy of +/- 6 seconds.
 KK0778
 KK0778.The orthometric height was determined by differential leveling
 KK0778.and adjusted by the National Geodetic Survey in June 1991..
 KK0778
 KK0778.The geoid height was determined by GEOID03.
 KK0778
 KK0778.The dynamic height is computed by dividing the NAVD 88
 KK0778.geopotential number by the normal gravity value computed on the
 KK0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0778.degrees latitude (g = 980.6199 gals.).
 KK0778
 KK0778.The modeled gravity was interpolated from observed gravity values.
 KK0778
 KK0778;                    North         East    Units  Estimated Accuracy
 KK0778;SPC CO N     -   373,920.      913,290.      MT  (+/- 180 meters Scaled)
 KK0778
 KK0778                          SUPERSEDED SURVEY CONTROL
 KK0778
 KK0778  NGVD 29 (??/??/92) 2574.964  (m)         8448.03   (f) ADJ UNCH    2 0
 KK0778
 KK0778.Superseded values are not recommended for survey control.
 KK0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0778.See file dsdata.txt to determine how the superseded data were derived.
 KK0778
 KK0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE561229(NAD 83)
 KK0778_MARKER: Q = CHISELED SQUARE
 KK0778_SETTING: 80 = SET IN A BOULDER
 KK0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0778+STABILITY: SURFACE MOTION
 KK0778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0778+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2005
 KK0778
 KK0778  HISTORY     - Date     Condition        Report By
 KK0778  HISTORY     - UNK      MONUMENTED       USGS
 KK0778  HISTORY     - 1951     GOOD             NGS
 KK0778  HISTORY     - 19950905 GOOD             USPSQD
 KK0778  HISTORY     - 20010331 GOOD             NGS
 KK0778  HISTORY     - 20020914 GOOD             USPSQD
 KK0778  HISTORY     - 20050917 GOOD             USPSQD
 KK0778
 KK0778                          STATION DESCRIPTION
 KK0778
 KK0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0778'0.9 MI S FROM NEDERLAND.
 KK0778'0.9 MILE SOUTH ALONG STATE HIGHWAY 119 FROM ITS JUNCTION WITH
 KK0778'STATE HIGHWAY 160 AT NEDERLAND, ON THE OUTSIDE OF A CURVE IN THE
 KK0778'HIGHWAY, 42 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 82 FEET
 KK0778'SOUTHEAST OF A POWER POLE, 250 FEET WEST OF A SMALL HOUSE, AT A
 KK0778'POINT WHERE A POWER LINE CROSSES THE HIGHWAY, A CHISELED SQUARE IN
 KK0778'THE TOP OF A GRANITE BOULDER.
 KK0778
 KK0778                          STATION RECOVERY (1995)
 KK0778
 KK0778'RECOVERY NOTE BY US POWER SQUADRON 1995
 KK0778'RECOVERED IN GOOD CONDITION.
 KK0778
 KK0778                          STATION RECOVERY (2001)
 KK0778
 KK0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KK0778'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KK0778
 KK0778                          STATION RECOVERY (2002)
 KK0778
 KK0778'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 KK0778'RECOVERED IN GOOD CONDITION.
 KK0778
 KK0778                          STATION RECOVERY (2005)
 KK0778
 KK0778'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 KK0778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0545 ***********************************************************************
 JJ0545  DESIGNATION -  845+2
 JJ0545  PID         -  JJ0545
 JJ0545  STATE/COUNTY-  CO/CROWLEY
 JJ0545  USGS QUAD   -  SUGAR CITY (1976)
 JJ0545
 JJ0545                         *CURRENT SURVEY CONTROL
 JJ0545  ___________________________________________________________________
 JJ0545* NAD 83(1986)-  38 13 14.     (N)    103 43 51.     (W)     SCALED    
 JJ0545* NAVD 88     -      1315.653  (meters)    4316.44   (feet)  ADJUSTED  
 JJ0545  ___________________________________________________________________
 JJ0545  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 JJ0545  DYNAMIC HT  -        1314.333 (meters)    4312.11  (feet)  COMP
 JJ0545  MODELED GRAV-     979,580.2   (mgal)                       NAVD 88
 JJ0545
 JJ0545  VERT ORDER  -  SECOND    CLASS 0
 JJ0545
 JJ0545.The horizontal coordinates were scaled from a topographic map and have
 JJ0545.an estimated accuracy of +/- 6 seconds.
 JJ0545
 JJ0545.The orthometric height was determined by differential leveling
 JJ0545.and adjusted by the National Geodetic Survey in June 1991..
 JJ0545
 JJ0545.The geoid height was determined by GEOID03.
 JJ0545
 JJ0545.The dynamic height is computed by dividing the NAVD 88
 JJ0545.geopotential number by the normal gravity value computed on the
 JJ0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0545.degrees latitude (g = 980.6199 gals.).
 JJ0545
 JJ0545.The modeled gravity was interpolated from observed gravity values.
 JJ0545
 JJ0545;                    North         East    Units  Estimated Accuracy
 JJ0545;SPC CO S     -   478,730.    1,069,310.      MT  (+/- 180 meters Scaled)
 JJ0545
 JJ0545                          SUPERSEDED SURVEY CONTROL
 JJ0545
 JJ0545  NGVD 29 (??/??/92) 1314.970  (m)         4314.20   (f) ADJ UNCH    2 0
 JJ0545
 JJ0545.Superseded values are not recommended for survey control.
 JJ0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0545.See file dsdata.txt to determine how the superseded data were derived.
 JJ0545
 JJ0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC110310(NAD 83)
 JJ0545_MARKER: R = RIVET
 JJ0545_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0545_SP_SET: SIGNAL
 JJ0545_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0545
 JJ0545  HISTORY     - Date     Condition        Report By
 JJ0545  HISTORY     - UNK      MONUMENTED       CGS
 JJ0545  HISTORY     - 1941     GOOD             NGS
 JJ0545
 JJ0545                          STATION DESCRIPTION
 JJ0545
 JJ0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0545'1.4 MI E FROM ORDWAY.
 JJ0545'1.4 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JJ0545'STATION AT ORDWAY, CROWLEY COUNTY, 0.1 MILE WEST OF A ROAD CROSSING,
 JJ0545'AT SIGNAL 8451, IN THE SOUTHEAST CORNER OF THE BASE, 8 FEET NORTH
 JJ0545'OF THE CENTERLINE OF THE TRACK, AND ABOUT 2 FEET HIGHER THAN THE
 JJ0545'TRACK.  A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0543 ***********************************************************************
 JJ0543  DESIGNATION -  845+26
 JJ0543  PID         -  JJ0543
 JJ0543  STATE/COUNTY-  CO/CROWLEY
 JJ0543  USGS QUAD   -  SUGAR CITY (1976)
 JJ0543
 JJ0543                         *CURRENT SURVEY CONTROL
 JJ0543  ___________________________________________________________________
 JJ0543* NAD 83(1986)-  38 13 06.     (N)    103 44 30.     (W)     SCALED    
 JJ0543* NAVD 88     -      1315.601  (meters)    4316.27   (feet)  ADJUSTED  
 JJ0543  ___________________________________________________________________
 JJ0543  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 JJ0543  DYNAMIC HT  -        1314.281 (meters)    4311.94  (feet)  COMP
 JJ0543  MODELED GRAV-     979,579.8   (mgal)                       NAVD 88
 JJ0543
 JJ0543  VERT ORDER  -  SECOND    CLASS 0
 JJ0543
 JJ0543.The horizontal coordinates were scaled from a topographic map and have
 JJ0543.an estimated accuracy of +/- 6 seconds.
 JJ0543
 JJ0543.The orthometric height was determined by differential leveling
 JJ0543.and adjusted by the National Geodetic Survey in June 1991..
 JJ0543
 JJ0543.The geoid height was determined by GEOID03.
 JJ0543
 JJ0543.The dynamic height is computed by dividing the NAVD 88
 JJ0543.geopotential number by the normal gravity value computed on the
 JJ0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0543.degrees latitude (g = 980.6199 gals.).
 JJ0543
 JJ0543.The modeled gravity was interpolated from observed gravity values.
 JJ0543
 JJ0543;                    North         East    Units  Estimated Accuracy
 JJ0543;SPC CO S     -   478,460.    1,068,370.      MT  (+/- 180 meters Scaled)
 JJ0543
 JJ0543                          SUPERSEDED SURVEY CONTROL
 JJ0543
 JJ0543  NGVD 29 (??/??/92) 1314.917  (m)         4314.02   (f) ADJ UNCH    2 0
 JJ0543
 JJ0543.Superseded values are not recommended for survey control.
 JJ0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0543.See file dsdata.txt to determine how the superseded data were derived.
 JJ0543
 JJ0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC101307(NAD 83)
 JJ0543_MARKER: R = RIVET
 JJ0543_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0543_SP_SET: RELAY CASE
 JJ0543_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0543
 JJ0543  HISTORY     - Date     Condition        Report By
 JJ0543  HISTORY     - 1941     MONUMENTED       CGS
 JJ0543
 JJ0543                          STATION DESCRIPTION
 JJ0543
 JJ0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0543'0.8 MI E FROM ORDWAY.
 JJ0543'0.8 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 JJ0543'AT ORDWAY, CROWLEY COUNTY, 210 FEET EAST OF A SIDE ROAD LEADING
 JJ0543'NORTH, IN THE NORTHEAST CORNER OF A RELAY CASE, 9 FEET SOUTH OF THE
 JJ0543'CENTERLINE OF THE TRACK, AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A
 JJ0543'STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0539 ***********************************************************************
 JJ0539  DESIGNATION -  846+19
 JJ0539  PID         -  JJ0539
 JJ0539  STATE/COUNTY-  CO/CROWLEY
 JJ0539  USGS QUAD   -  ORDWAY (1954)
 JJ0539
 JJ0539                         *CURRENT SURVEY CONTROL
 JJ0539  ___________________________________________________________________
 JJ0539* NAD 83(1986)-  38 12 56.     (N)    103 45 23.     (W)     SCALED    
 JJ0539* NAVD 88     -      1313.232  (meters)    4308.50   (feet)  ADJUSTED  
 JJ0539  ___________________________________________________________________
 JJ0539  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 JJ0539  DYNAMIC HT  -        1311.913 (meters)    4304.17  (feet)  COMP
 JJ0539  MODELED GRAV-     979,579.3   (mgal)                       NAVD 88
 JJ0539
 JJ0539  VERT ORDER  -  SECOND    CLASS 0
 JJ0539
 JJ0539.The horizontal coordinates were scaled from a topographic map and have
 JJ0539.an estimated accuracy of +/- 6 seconds.
 JJ0539
 JJ0539.The orthometric height was determined by differential leveling
 JJ0539.and adjusted by the National Geodetic Survey in June 1991..
 JJ0539
 JJ0539.The geoid height was determined by GEOID03.
 JJ0539
 JJ0539.The dynamic height is computed by dividing the NAVD 88
 JJ0539.geopotential number by the normal gravity value computed on the
 JJ0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0539.degrees latitude (g = 980.6199 gals.).
 JJ0539
 JJ0539.The modeled gravity was interpolated from observed gravity values.
 JJ0539
 JJ0539;                    North         East    Units  Estimated Accuracy
 JJ0539;SPC CO S     -   478,130.    1,067,080.      MT  (+/- 180 meters Scaled)
 JJ0539
 JJ0539                          SUPERSEDED SURVEY CONTROL
 JJ0539
 JJ0539  NGVD 29 (??/??/92) 1312.544  (m)         4306.24   (f) ADJ UNCH    2 0
 JJ0539
 JJ0539.Superseded values are not recommended for survey control.
 JJ0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0539.See file dsdata.txt to determine how the superseded data were derived.
 JJ0539
 JJ0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC088304(NAD 83)
 JJ0539_MARKER: R = RIVET
 JJ0539_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0539_SP_SET: CURB
 JJ0539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0539
 JJ0539  HISTORY     - Date     Condition        Report By
 JJ0539  HISTORY     - UNK      MONUMENTED       CGS
 JJ0539  HISTORY     - 1941     GOOD             NGS
 JJ0539
 JJ0539                          STATION DESCRIPTION
 JJ0539
 JJ0539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0539'AT ORDWAY.
 JJ0539'AT ORDWAY, CROWLEY COUNTY, AT THE MISSOURI PACIFIC RAILROAD STATION,
 JJ0539'AND IN THE CONCRETE CURB IN FRONT OF THE STATION.  A STANDARD
 JJ0539'MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0542 ***********************************************************************
 JJ0542  DESIGNATION -  846+9
 JJ0542  PID         -  JJ0542
 JJ0542  STATE/COUNTY-  CO/CROWLEY
 JJ0542  USGS QUAD   -  ORDWAY (1954)
 JJ0542
 JJ0542                         *CURRENT SURVEY CONTROL
 JJ0542  ___________________________________________________________________
 JJ0542* NAD 83(1986)-  38 12 59.     (N)    103 45 05.     (W)     SCALED    
 JJ0542* NAVD 88     -      1313.250  (meters)    4308.55   (feet)  ADJUSTED  
 JJ0542  ___________________________________________________________________
 JJ0542  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 JJ0542  DYNAMIC HT  -        1311.931 (meters)    4304.23  (feet)  COMP
 JJ0542  MODELED GRAV-     979,579.5   (mgal)                       NAVD 88
 JJ0542
 JJ0542  VERT ORDER  -  SECOND    CLASS 0
 JJ0542
 JJ0542.The horizontal coordinates were scaled from a topographic map and have
 JJ0542.an estimated accuracy of +/- 6 seconds.
 JJ0542
 JJ0542.The orthometric height was determined by differential leveling
 JJ0542.and adjusted by the National Geodetic Survey in June 1991..
 JJ0542
 JJ0542.The geoid height was determined by GEOID03.
 JJ0542
 JJ0542.The dynamic height is computed by dividing the NAVD 88
 JJ0542.geopotential number by the normal gravity value computed on the
 JJ0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0542.degrees latitude (g = 980.6199 gals.).
 JJ0542
 JJ0542.The modeled gravity was interpolated from observed gravity values.
 JJ0542
 JJ0542;                    North         East    Units  Estimated Accuracy
 JJ0542;SPC CO S     -   478,230.    1,067,520.      MT  (+/- 180 meters Scaled)
 JJ0542
 JJ0542                          SUPERSEDED SURVEY CONTROL
 JJ0542
 JJ0542  NGVD 29 (??/??/92) 1312.564  (m)         4306.30   (f) ADJ UNCH    2 0
 JJ0542
 JJ0542.Superseded values are not recommended for survey control.
 JJ0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0542.See file dsdata.txt to determine how the superseded data were derived.
 JJ0542
 JJ0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC093305(NAD 83)
 JJ0542_MARKER: R = RIVET
 JJ0542_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0542_SP_SET: SIGNAL
 JJ0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0542
 JJ0542  HISTORY     - Date     Condition        Report By
 JJ0542  HISTORY     - 1941     MONUMENTED       CGS
 JJ0542
 JJ0542                          STATION DESCRIPTION
 JJ0542
 JJ0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0542'0.3 MI E FROM ORDWAY.
 JJ0542'0.3 MILE EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 JJ0542'AT ORDWAY, CROWLEY COUNTY, 180 FEET EAST OF A ROAD CROSSING, AT A
 JJ0542'SIGNAL 8461, IN THE SOUTHEAST CORNER OF THE BASE, 9 FEET NORTH OF
 JJ0542'THE CENTERLINE OF THE TRACK, AND ABOUT 2 FEET HIGHER THAN THE TRACK.
 JJ0542'A STANDARD MONEL-METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0505 ***********************************************************************
 KK0505  DESIGNATION -  848 BL 1 B
 KK0505  PID         -  KK0505
 KK0505  STATE/COUNTY-  CO/ARAPAHOE
 KK0505  USGS QUAD   -  WATKINS SE (1994)
 KK0505
 KK0505                         *CURRENT SURVEY CONTROL
 KK0505  ___________________________________________________________________
 KK0505* NAD 83(1986)-  39 35 43.     (N)    104 34 54.     (W)     SCALED    
 KK0505* NAVD 88     -      1853.705  (meters)    6081.70   (feet)  ADJUSTED  
 KK0505  ___________________________________________________________________
 KK0505  GEOID HEIGHT-         -17.78  (meters)                     GEOID03
 KK0505  DYNAMIC HT  -        1851.893 (meters)    6075.75  (feet)  COMP
 KK0505  MODELED GRAV-     979,582.9   (mgal)                       NAVD 88
 KK0505
 KK0505  VERT ORDER  -  SECOND    CLASS 0
 KK0505
 KK0505.The horizontal coordinates were scaled from a topographic map and have
 KK0505.an estimated accuracy of +/- 6 seconds.
 KK0505
 KK0505.The orthometric height was determined by differential leveling
 KK0505.and adjusted by the National Geodetic Survey in June 1991..
 KK0505
 KK0505.The geoid height was determined by GEOID03.
 KK0505
 KK0505.The dynamic height is computed by dividing the NAVD 88
 KK0505.geopotential number by the normal gravity value computed on the
 KK0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0505.degrees latitude (g = 980.6199 gals.).
 KK0505
 KK0505.The modeled gravity was interpolated from observed gravity values.
 KK0505
 KK0505;                    North         East    Units  Estimated Accuracy
 KK0505;SPC CO C     -   500,790.      993,280.      MT  (+/- 180 meters Scaled)
 KK0505
 KK0505                          SUPERSEDED SURVEY CONTROL
 KK0505
 KK0505  NGVD 29 (??/??/92) 1852.744  (m)         6078.54   (f) ADJ UNCH    2 0
 KK0505
 KK0505.Superseded values are not recommended for survey control.
 KK0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0505.See file dsdata.txt to determine how the superseded data were derived.
 KK0505
 KK0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED359829(NAD 83)
 KK0505_MARKER: DD = SURVEY DISK
 KK0505_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0505_SP_SET: LAUNCHER TOP
 KK0505_STAMPING: 848 BL 1 B
 KK0505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0505
 KK0505  HISTORY     - Date     Condition        Report By
 KK0505  HISTORY     - UNK      MONUMENTED       CGS
 KK0505  HISTORY     - 1961     GOOD             NGS
 KK0505
 KK0505                          STATION DESCRIPTION
 KK0505
 KK0505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KK0505'14 MI SE FROM BUCKLEY ANG BASE.
 KK0505'THE MARK IS AT LOWRY AFB ICBM SM-68 TITAN COMPLEX MISSILE SITE
 KK0505'848 B.  IT IS A 2-INCH BRONZE DISK EMBEDDED NEAR THE SOUTHWEST
 KK0505'EDGE OF THE CONCRETE TOP OF LAUNCHER NO.1, 16.8 FEET WEST
 KK0505'NORTHWEST OF THE NORTHWEST CORNER OF THE SILO OPENING, 1.5 FEET
 KK0505'EAST OF THE WEST EDGE OF THE LAUNCHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0504 ***********************************************************************
 KK0504  DESIGNATION -  848 BL 2 A
 KK0504  PID         -  KK0504
 KK0504  STATE/COUNTY-  CO/ARAPAHOE
 KK0504  USGS QUAD   -  WATKINS SE (1994)
 KK0504
 KK0504                         *CURRENT SURVEY CONTROL
 KK0504  ___________________________________________________________________
 KK0504* NAD 83(1986)-  39 35 45.     (N)    104 34 39.     (W)     SCALED    
 KK0504* NAVD 88     -      1853.401  (meters)    6080.70   (feet)  ADJUSTED  
 KK0504  ___________________________________________________________________
 KK0504  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 KK0504  DYNAMIC HT  -        1851.590 (meters)    6074.76  (feet)  COMP
 KK0504  MODELED GRAV-     979,583.4   (mgal)                       NAVD 88
 KK0504
 KK0504  VERT ORDER  -  SECOND    CLASS 0
 KK0504
 KK0504.The horizontal coordinates were scaled from a topographic map and have
 KK0504.an estimated accuracy of +/- 6 seconds.
 KK0504
 KK0504.The orthometric height was determined by differential leveling
 KK0504.and adjusted by the National Geodetic Survey in June 1991..
 KK0504
 KK0504.The geoid height was determined by GEOID03.
 KK0504
 KK0504.The dynamic height is computed by dividing the NAVD 88
 KK0504.geopotential number by the normal gravity value computed on the
 KK0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0504.degrees latitude (g = 980.6199 gals.).
 KK0504
 KK0504.The modeled gravity was interpolated from observed gravity values.
 KK0504
 KK0504;                    North         East    Units  Estimated Accuracy
 KK0504;SPC CO C     -   500,860.      993,640.      MT  (+/- 180 meters Scaled)
 KK0504
 KK0504                          SUPERSEDED SURVEY CONTROL
 KK0504
 KK0504  NGVD 29 (??/??/92) 1852.440  (m)         6077.55   (f) ADJ UNCH    2 0
 KK0504
 KK0504.Superseded values are not recommended for survey control.
 KK0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0504.See file dsdata.txt to determine how the superseded data were derived.
 KK0504
 KK0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED362829(NAD 83)
 KK0504_MARKER: DD = SURVEY DISK
 KK0504_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0504_SP_SET: LAUNCHER TOP
 KK0504_STAMPING: 848 BL 2 A
 KK0504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0504
 KK0504  HISTORY     - Date     Condition        Report By
 KK0504  HISTORY     - UNK      MONUMENTED       CGS
 KK0504  HISTORY     - 1961     GOOD             NGS
 KK0504
 KK0504                          STATION DESCRIPTION
 KK0504
 KK0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KK0504'14 MI SE FROM BUCKLEY ANG BASE.
 KK0504'THE MARK IS AT LOWRY AFB ICBM SM-68 TITAN COMPLEX MISSILE SITE
 KK0504'848 B.  IT IS A 2-INCH BRONZE DISK EMBEDDED IN THE SOUTHWEST EDGE
 KK0504'OF THE CONCRETE TOP OF LAUNCHER NO.2, 16.6 FEET WEST-SOUTHWEST
 KK0504'OF THE SOUTHWEST CORNER OF THE SILO OPENING, 18 FEET NORTH OF A FIRE
 KK0504'HYDRANT, 1.1 FEET EAST OF WEST EDGE OF THE LAUNCHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0503 ***********************************************************************
 KK0503  DESIGNATION -  848 BL 3 A
 KK0503  PID         -  KK0503
 KK0503  STATE/COUNTY-  CO/ARAPAHOE
 KK0503  USGS QUAD   -  WATKINS SE (1994)
 KK0503
 KK0503                         *CURRENT SURVEY CONTROL
 KK0503  ___________________________________________________________________
 KK0503* NAD 83(1986)-  39 35 49.     (N)    104 34 45.     (W)     SCALED    
 KK0503* NAVD 88     -      1853.702  (meters)    6081.69   (feet)  ADJUSTED  
 KK0503  ___________________________________________________________________
 KK0503  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 KK0503  DYNAMIC HT  -        1851.892 (meters)    6075.75  (feet)  COMP
 KK0503  MODELED GRAV-     979,583.6   (mgal)                       NAVD 88
 KK0503
 KK0503  VERT ORDER  -  SECOND    CLASS 0
 KK0503
 KK0503.The horizontal coordinates were scaled from a topographic map and have
 KK0503.an estimated accuracy of +/- 6 seconds.
 KK0503
 KK0503.The orthometric height was determined by differential leveling
 KK0503.and adjusted by the National Geodetic Survey in June 1991..
 KK0503
 KK0503.The geoid height was determined by GEOID03.
 KK0503
 KK0503.The dynamic height is computed by dividing the NAVD 88
 KK0503.geopotential number by the normal gravity value computed on the
 KK0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0503.degrees latitude (g = 980.6199 gals.).
 KK0503
 KK0503.The modeled gravity was interpolated from observed gravity values.
 KK0503
 KK0503;                    North         East    Units  Estimated Accuracy
 KK0503;SPC CO C     -   500,980.      993,490.      MT  (+/- 180 meters Scaled)
 KK0503
 KK0503                          SUPERSEDED SURVEY CONTROL
 KK0503
 KK0503  NGVD 29 (??/??/92) 1852.742  (m)         6078.54   (f) ADJ UNCH    2 0
 KK0503
 KK0503.Superseded values are not recommended for survey control.
 KK0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0503.See file dsdata.txt to determine how the superseded data were derived.
 KK0503
 KK0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED361831(NAD 83)
 KK0503_MARKER: DD = SURVEY DISK
 KK0503_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0503_SP_SET: LAUNCHER TOP
 KK0503_STAMPING: 848 BL 3 A
 KK0503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0503
 KK0503  HISTORY     - Date     Condition        Report By
 KK0503  HISTORY     - UNK      MONUMENTED       CGS
 KK0503  HISTORY     - 1961     GOOD             NGS
 KK0503
 KK0503                          STATION DESCRIPTION
 KK0503
 KK0503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KK0503'14 MI SE FROM BUCKLEY ANG BASE.
 KK0503'THE MARK IS AT LOWRY AFB ICBM SM-68 TITAN COMPLEX MISSILE SITE
 KK0503'848 B.  IT IS A 2-INCH BRONZE DISK SET FLUSH IN THE CONCRETE TOP
 KK0503'OF LAUNCHER NO. 3, 16.6 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 KK0503'CORNER OF THE SILO OPENING, 17 FEET NORTH OF A FIRE
 KK0503'HYDRANT, 1.4 FEET EAST OF THE WEST EDGE OF THE LAUNCHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0509 ***********************************************************************
 KK0509  DESIGNATION -  848 BX 1 A
 KK0509  PID         -  KK0509
 KK0509  STATE/COUNTY-  CO/ARAPAHOE
 KK0509  USGS QUAD   -  WATKINS SE (1994)
 KK0509
 KK0509                         *CURRENT SURVEY CONTROL
 KK0509  ___________________________________________________________________
 KK0509* NAD 83(1986)-  39 35 42.     (N)    104 34 47.     (W)     SCALED    
 KK0509* NAVD 88     -      1854.823  (meters)    6085.37   (feet)  ADJUSTED  
 KK0509  ___________________________________________________________________
 KK0509  GEOID HEIGHT-         -17.78  (meters)                     GEOID03
 KK0509  DYNAMIC HT  -        1853.011 (meters)    6079.42  (feet)  COMP
 KK0509  MODELED GRAV-     979,583.0   (mgal)                       NAVD 88
 KK0509
 KK0509  VERT ORDER  -  SECOND    CLASS 0
 KK0509
 KK0509.The horizontal coordinates were scaled from a topographic map and have
 KK0509.an estimated accuracy of +/- 6 seconds.
 KK0509
 KK0509.The orthometric height was determined by differential leveling
 KK0509.and adjusted by the National Geodetic Survey in June 1991..
 KK0509
 KK0509.The geoid height was determined by GEOID03.
 KK0509
 KK0509.The dynamic height is computed by dividing the NAVD 88
 KK0509.geopotential number by the normal gravity value computed on the
 KK0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0509.degrees latitude (g = 980.6199 gals.).
 KK0509
 KK0509.The modeled gravity was interpolated from observed gravity values.
 KK0509
 KK0509;                    North         East    Units  Estimated Accuracy
 KK0509;SPC CO C     -   500,760.      993,450.      MT  (+/- 180 meters Scaled)
 KK0509
 KK0509                          SUPERSEDED SURVEY CONTROL
 KK0509
 KK0509  NGVD 29 (??/??/92) 1853.862  (m)         6082.21   (f) ADJ UNCH    2 0
 KK0509
 KK0509.Superseded values are not recommended for survey control.
 KK0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0509.See file dsdata.txt to determine how the superseded data were derived.
 KK0509
 KK0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED360828(NAD 83)
 KK0509_MARKER: DD = SURVEY DISK
 KK0509_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0509_SP_SET: ANTENNA TOP
 KK0509_STAMPING: 848 BX 1 A
 KK0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0509
 KK0509  HISTORY     - Date     Condition        Report By
 KK0509  HISTORY     - UNK      MONUMENTED       DOD
 KK0509  HISTORY     - 1961     GOOD             NGS
 KK0509
 KK0509                          STATION DESCRIPTION
 KK0509
 KK0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KK0509'14 MI SE FROM BUCKLEY ANG BASE.
 KK0509'THE MARK IS LOCATED AT LOWRY AFB ICBM SM-68 TITAN COMPLEX MISSILE
 KK0509'SITE 848 B.  IT IS A TWO INCH BRONZE DISK SET LEVEL WITH THE
 KK0509'CONCRETE TOP OF THE NO. 1 ANTENNA, 12.2 FEET NORTHEAST OF THE
 KK0509'NORTHEAST CORNER OF ANTENNA OPENING, 12.2 FEET NORTHWEST OF THE
 KK0509'NORTHWEST CORNER OF THE OPENING AND 4.5 FEET NORTH OF THE NORTH
 KK0509'EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0508 ***********************************************************************
 KK0508  DESIGNATION -  848 BX 2 A
 KK0508  PID         -  KK0508
 KK0508  STATE/COUNTY-  CO/ARAPAHOE
 KK0508  USGS QUAD   -  WATKINS SE (1994)
 KK0508
 KK0508                         *CURRENT SURVEY CONTROL
 KK0508  ___________________________________________________________________
 KK0508* NAD 83(1986)-  39 35 42.     (N)    104 34 47.     (W)     SCALED    
 KK0508* NAVD 88     -      1854.811  (meters)    6085.33   (feet)  ADJUSTED  
 KK0508  ___________________________________________________________________
 KK0508  GEOID HEIGHT-         -17.78  (meters)                     GEOID03
 KK0508  DYNAMIC HT  -        1852.998 (meters)    6079.38  (feet)  COMP
 KK0508  MODELED GRAV-     979,583.0   (mgal)                       NAVD 88
 KK0508
 KK0508  VERT ORDER  -  SECOND    CLASS 0
 KK0508
 KK0508.The horizontal coordinates were scaled from a topographic map and have
 KK0508.an estimated accuracy of +/- 6 seconds.
 KK0508
 KK0508.The orthometric height was determined by differential leveling
 KK0508.and adjusted by the National Geodetic Survey in June 1991..
 KK0508
 KK0508.The geoid height was determined by GEOID03.
 KK0508
 KK0508.The dynamic height is computed by dividing the NAVD 88
 KK0508.geopotential number by the normal gravity value computed on the
 KK0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0508.degrees latitude (g = 980.6199 gals.).
 KK0508
 KK0508.The modeled gravity was interpolated from observed gravity values.
 KK0508
 KK0508;                    North         East    Units  Estimated Accuracy
 KK0508;SPC CO C     -   500,760.      993,450.      MT  (+/- 180 meters Scaled)
 KK0508
 KK0508                          SUPERSEDED SURVEY CONTROL
 KK0508
 KK0508  NGVD 29 (??/??/92) 1853.850  (m)         6082.17   (f) ADJ UNCH    2 0
 KK0508
 KK0508.Superseded values are not recommended for survey control.
 KK0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0508.See file dsdata.txt to determine how the superseded data were derived.
 KK0508
 KK0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED360828(NAD 83)
 KK0508_MARKER: DD = SURVEY DISK
 KK0508_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0508_SP_SET: ANTENNA TOP
 KK0508_STAMPING: 848 BX 2 A
 KK0508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0508
 KK0508  HISTORY     - Date     Condition        Report By
 KK0508  HISTORY     - UNK      MONUMENTED       DOD
 KK0508  HISTORY     - 1961     GOOD             NGS
 KK0508
 KK0508                          STATION DESCRIPTION
 KK0508
 KK0508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KK0508'14 MI SE FROM BUCKLEY ANG BASE.
 KK0508'THE MARK IS LOCATED AT LOWRY AFB ICBM SM-68 TITAN COMPLEX MISSILE
 KK0508'SITE 848 B.  IT IS A TWO INCH BRONZE DISK SET LEVEL WITH THE
 KK0508'CONCRETE TOP OF THE NO. 2 ANTENNA, 12.2 FEET NORTHEAST OF THE
 KK0508'NORTHEAST CORNER OF THE ANTENNA OPENING, 12.2 FEET NORTHWEST OF THE
 KK0508'NORTHWEST CORNER OF THE OPENING AND 4.5 FEET NORTH OF THE NORTH EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0064 ***********************************************************************
 KK0064  DESIGNATION -  848 CL 1 A
 KK0064  PID         -  KK0064
 KK0064  STATE/COUNTY-  CO/ARAPAHOE
 KK0064  USGS QUAD   -  STRASBURG NW (1978)
 KK0064
 KK0064                         *CURRENT SURVEY CONTROL
 KK0064  ___________________________________________________________________
 KK0064* NAD 83(1986)-  39 39 54.     (N)    104 29 47.     (W)     SCALED    
 KK0064* NAVD 88     -      1794.224  (meters)    5886.55   (feet)  ADJUSTED  
 KK0064  ___________________________________________________________________
 KK0064  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 KK0064  DYNAMIC HT  -        1792.512 (meters)    5880.93  (feet)  COMP
 KK0064  MODELED GRAV-     979,608.2   (mgal)                       NAVD 88
 KK0064
 KK0064  VERT ORDER  -  SECOND    CLASS 0
 KK0064
 KK0064.The horizontal coordinates were scaled from a topographic map and have
 KK0064.an estimated accuracy of +/- 6 seconds.
 KK0064
 KK0064.The orthometric height was determined by differential leveling
 KK0064.and adjusted by the National Geodetic Survey in June 1991..
 KK0064
 KK0064.The geoid height was determined by GEOID03.
 KK0064
 KK0064.The dynamic height is computed by dividing the NAVD 88
 KK0064.geopotential number by the normal gravity value computed on the
 KK0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0064.degrees latitude (g = 980.6199 gals.).
 KK0064
 KK0064.The modeled gravity was interpolated from observed gravity values.
 KK0064
 KK0064;                    North         East    Units  Estimated Accuracy
 KK0064;SPC CO C     -   508,610.    1,000,520.      MT  (+/- 180 meters Scaled)
 KK0064
 KK0064                          SUPERSEDED SURVEY CONTROL
 KK0064
 KK0064  NGVD 29 (??/??/92) 1793.214  (m)         5883.24   (f) ADJ UNCH    2 0
 KK0064
 KK0064.Superseded values are not recommended for survey control.
 KK0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0064.See file dsdata.txt to determine how the superseded data were derived.
 KK0064
 KK0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED431906(NAD 83)
 KK0064_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KK0064_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0064_SP_SET: LAUNCHER TOP
 KK0064_STAMPING: 848 CL 1 A
 KK0064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0064
 KK0064  HISTORY     - Date     Condition        Report By
 KK0064  HISTORY     - 1961     MONUMENTED       CGS
 KK0064
 KK0064                          STATION DESCRIPTION
 KK0064
 KK0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KK0064'15 MI ESE FROM BUCKLEY ANG BASE.
 KK0064'THE MARK IS LOCATED AT LOWRY AFB ICBM SM-68 TITAN COMPLEX MISSILE
 KK0064'SITE 848 C.  IT IS A 2-INCH BRONZE DISK SET FLUSH IN THE SOUTHWEST
 KK0064'CORNER OF THE CONCRETE TOP OF LAUNCHER NO. 1, 16.3 FEET
 KK0064'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF SILO OPENING, 15.9 FEET
 KK0064'NORTH OF FIRE HYDRANT, 1.5 FEET EAST OF WEST EDGE OF LAUNCHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0065 ***********************************************************************
 KK0065  DESIGNATION -  848 CL 2 A
 KK0065  PID         -  KK0065
 KK0065  STATE/COUNTY-  CO/ARAPAHOE
 KK0065  USGS QUAD   -  STRASBURG NW (1978)
 KK0065
 KK0065                         *CURRENT SURVEY CONTROL
 KK0065  ___________________________________________________________________
 KK0065* NAD 83(1986)-  39 39 52.     (N)    104 29 44.     (W)     SCALED    
 KK0065* NAVD 88     -      1794.224  (meters)    5886.55   (feet)  ADJUSTED  
 KK0065  ___________________________________________________________________
 KK0065  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 KK0065  DYNAMIC HT  -        1792.512 (meters)    5880.93  (feet)  COMP
 KK0065  MODELED GRAV-     979,608.1   (mgal)                       NAVD 88
 KK0065
 KK0065  VERT ORDER  -  SECOND    CLASS 0
 KK0065
 KK0065.The horizontal coordinates were scaled from a topographic map and have
 KK0065.an estimated accuracy of +/- 6 seconds.
 KK0065
 KK0065.The orthometric height was determined by differential leveling
 KK0065.and adjusted by the National Geodetic Survey in June 1991..
 KK0065
 KK0065.The geoid height was determined by GEOID03.
 KK0065
 KK0065.The dynamic height is computed by dividing the NAVD 88
 KK0065.geopotential number by the normal gravity value computed on the
 KK0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0065.degrees latitude (g = 980.6199 gals.).
 KK0065
 KK0065.The modeled gravity was interpolated from observed gravity values.
 KK0065
 KK0065;                    North         East    Units  Estimated Accuracy
 KK0065;SPC CO C     -   508,550.    1,000,590.      MT  (+/- 180 meters Scaled)
 KK0065
 KK0065                          SUPERSEDED SURVEY CONTROL
 KK0065
 KK0065  NGVD 29 (??/??/92) 1793.214  (m)         5883.24   (f) ADJ UNCH    2 0
 KK0065
 KK0065.Superseded values are not recommended for survey control.
 KK0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0065.See file dsdata.txt to determine how the superseded data were derived.
 KK0065
 KK0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED432906(NAD 83)
 KK0065_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KK0065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0065_SP_SET: LAUNCHER TOP
 KK0065_STAMPING: 848 CL 2 A
 KK0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0065
 KK0065  HISTORY     - Date     Condition        Report By
 KK0065  HISTORY     - 1961     MONUMENTED       CGS
 KK0065
 KK0065                          STATION DESCRIPTION
 KK0065
 KK0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KK0065'15 MI ESE FROM BUCKLEY ANG BASE.
 KK0065'THE MARK IS LOCATED AT LOWRY AFB ICBM SM-68 TITAN COMPLEX MISSILE
 KK0065'SITE 848 C.  IT IS A BRONZE DISK 2 INCHES IN DIAMETER SET FLUSH IN
 KK0065'THE CONCRETE TOP OF LAUNCHER NO. 2 NEAR THE SOUTHWEST CORNER, 16.6
 KK0065'FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF SILO OPENING, 16.4
 KK0065'FEET NORTH OF FIRE HYDRANT, 1.5 FEET EAST OF WEST EDGE OF LAUNCHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0066 ***********************************************************************
 KK0066  DESIGNATION -  848 CL 3 A
 KK0066  PID         -  KK0066
 KK0066  STATE/COUNTY-  CO/ARAPAHOE
 KK0066  USGS QUAD   -  STRASBURG NW (1978)
 KK0066
 KK0066                         *CURRENT SURVEY CONTROL
 KK0066  ___________________________________________________________________
 KK0066* NAD 83(1986)-  39 39 51.     (N)    104 29 45.     (W)     SCALED    
 KK0066* NAVD 88     -      1794.225  (meters)    5886.55   (feet)  ADJUSTED  
 KK0066  ___________________________________________________________________
 KK0066  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 KK0066  DYNAMIC HT  -        1792.512 (meters)    5880.93  (feet)  COMP
 KK0066  MODELED GRAV-     979,608.0   (mgal)                       NAVD 88
 KK0066
 KK0066  VERT ORDER  -  SECOND    CLASS 0
 KK0066
 KK0066.The horizontal coordinates were scaled from a topographic map and have
 KK0066.an estimated accuracy of +/- 6 seconds.
 KK0066
 KK0066.The orthometric height was determined by differential leveling
 KK0066.and adjusted by the National Geodetic Survey in June 1991..
 KK0066
 KK0066.The geoid height was determined by GEOID03.
 KK0066
 KK0066.The dynamic height is computed by dividing the NAVD 88
 KK0066.geopotential number by the normal gravity value computed on the
 KK0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0066.degrees latitude (g = 980.6199 gals.).
 KK0066
 KK0066.The modeled gravity was interpolated from observed gravity values.
 KK0066
 KK0066;                    North         East    Units  Estimated Accuracy
 KK0066;SPC CO C     -   508,520.    1,000,570.      MT  (+/- 180 meters Scaled)
 KK0066
 KK0066                          SUPERSEDED SURVEY CONTROL
 KK0066
 KK0066  NGVD 29 (??/??/92) 1793.214  (m)         5883.24   (f) ADJ UNCH    2 0
 KK0066
 KK0066.Superseded values are not recommended for survey control.
 KK0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0066.See file dsdata.txt to determine how the superseded data were derived.
 KK0066
 KK0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED432906(NAD 83)
 KK0066_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KK0066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0066_SP_SET: LAUNCHER TOP
 KK0066_STAMPING: 848 CL 3 A
 KK0066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0066
 KK0066  HISTORY     - Date     Condition        Report By
 KK0066  HISTORY     - 1961     MONUMENTED       CGS
 KK0066
 KK0066                          STATION DESCRIPTION
 KK0066
 KK0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KK0066'15 MI ESE FROM BUCKLEY ANG BASE.
 KK0066'THE MARK IS LOCATED AT LOWRY AFB ICBM SM-68 TITAN COMPLEX MISSILE
 KK0066'SITE 848 C.  IT IS A 2-INCH BRONZE DISK SET FLUSH IN THE SOUTHWEST
 KK0066'CORNER OF THE CONCRETE TOP OF LAUNCHER NO. 3, 16.5 FEET WEST-SOUTH
 KK0066'WEST OF THE SOUTHWEST CORNER OF THE SILO OPENING, 12.8 FEET NORTH
 KK0066'OF FIRE HYDRANT, 1.5 FEET EAST OF THE WEST EDGE OF THE LAUNCHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0067 ***********************************************************************
 KK0067  DESIGNATION -  848 CX 1 A
 KK0067  PID         -  KK0067
 KK0067  STATE/COUNTY-  CO/ARAPAHOE
 KK0067  USGS QUAD   -  STRASBURG NW (1978)
 KK0067
 KK0067                         *CURRENT SURVEY CONTROL
 KK0067  ___________________________________________________________________
 KK0067* NAD 83(1986)-  39 39 48.     (N)    104 29 41.     (W)     SCALED    
 KK0067* NAVD 88     -      1794.275  (meters)    5886.72   (feet)  ADJUSTED  
 KK0067  ___________________________________________________________________
 KK0067  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 KK0067  DYNAMIC HT  -        1792.563 (meters)    5881.10  (feet)  COMP
 KK0067  MODELED GRAV-     979,608.0   (mgal)                       NAVD 88
 KK0067
 KK0067  VERT ORDER  -  SECOND    CLASS 0
 KK0067
 KK0067.The horizontal coordinates were scaled from a topographic map and have
 KK0067.an estimated accuracy of +/- 6 seconds.
 KK0067
 KK0067.The orthometric height was determined by differential leveling
 KK0067.and adjusted by the National Geodetic Survey in June 1991..
 KK0067
 KK0067.The geoid height was determined by GEOID03.
 KK0067
 KK0067.The dynamic height is computed by dividing the NAVD 88
 KK0067.geopotential number by the normal gravity value computed on the
 KK0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0067.degrees latitude (g = 980.6199 gals.).
 KK0067
 KK0067.The modeled gravity was interpolated from observed gravity values.
 KK0067
 KK0067;                    North         East    Units  Estimated Accuracy
 KK0067;SPC CO C     -   508,430.    1,000,660.      MT  (+/- 180 meters Scaled)
 KK0067
 KK0067                          SUPERSEDED SURVEY CONTROL
 KK0067
 KK0067  NGVD 29 (??/??/92) 1793.345  (m)         5883.67   (f) ADJ UNCH    2 0
 KK0067
 KK0067.Superseded values are not recommended for survey control.
 KK0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0067.See file dsdata.txt to determine how the superseded data were derived.
 KK0067
 KK0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED433905(NAD 83)
 KK0067_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KK0067_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0067_SP_SET: ANTENNA TOP
 KK0067_STAMPING: 848 CX 1 A
 KK0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0067
 KK0067  HISTORY     - Date     Condition        Report By
 KK0067  HISTORY     - 1961     MONUMENTED       CGS
 KK0067
 KK0067                          STATION DESCRIPTION
 KK0067
 KK0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KK0067'15 MI ESE FROM BUCKLEY ANG BASE.
 KK0067'THE MARK IS LOCATED AT LOWRY AFB ICBM SM-68 TITAN COMPLEX MISSILE
 KK0067'SITE 848 C.  IT IS A 2-INCH BRONZE DISK SET FLUSH IN THE CONCRETE
 KK0067'TOP OF THE NO. 1 ANTENNA, 12.2 FEET NORTHEAST OF THE NORTHWEST
 KK0067'CORNER OF THE ANTENNA OPENING, 12.2 FEET NORTHWEST OF THE NORTHEAST
 KK0067'CORNER OF THE ANTENNA OPENING, 4.6 FEET NORTH OF THE NORTH EDGE OF
 KK0067'SILO OPENING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0071 ***********************************************************************
 KK0071  DESIGNATION -  848 CX 2 A
 KK0071  PID         -  KK0071
 KK0071  STATE/COUNTY-  CO/ARAPAHOE
 KK0071  USGS QUAD   -  STRASBURG NW (1978)
 KK0071
 KK0071                         *CURRENT SURVEY CONTROL
 KK0071  ___________________________________________________________________
 KK0071* NAD 83(1986)-  39 39 46.     (N)    104 29 42.     (W)     SCALED    
 KK0071* NAVD 88     -      1794.272  (meters)    5886.71   (feet)  ADJUSTED  
 KK0071  ___________________________________________________________________
 KK0071  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 KK0071  DYNAMIC HT  -        1792.559 (meters)    5881.09  (feet)  COMP
 KK0071  MODELED GRAV-     979,607.8   (mgal)                       NAVD 88
 KK0071
 KK0071  VERT ORDER  -  SECOND    CLASS 0
 KK0071
 KK0071.The horizontal coordinates were scaled from a topographic map and have
 KK0071.an estimated accuracy of +/- 6 seconds.
 KK0071
 KK0071.The orthometric height was determined by differential leveling
 KK0071.and adjusted by the National Geodetic Survey in June 1991..
 KK0071
 KK0071.The geoid height was determined by GEOID03.
 KK0071
 KK0071.The dynamic height is computed by dividing the NAVD 88
 KK0071.geopotential number by the normal gravity value computed on the
 KK0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0071.degrees latitude (g = 980.6199 gals.).
 KK0071
 KK0071.The modeled gravity was interpolated from observed gravity values.
 KK0071
 KK0071;                    North         East    Units  Estimated Accuracy
 KK0071;SPC CO C     -   508,370.    1,000,640.      MT  (+/- 180 meters Scaled)
 KK0071
 KK0071                          SUPERSEDED SURVEY CONTROL
 KK0071
 KK0071  NGVD 29 (??/??/92) 1793.341  (m)         5883.65   (f) ADJ UNCH    2 0
 KK0071
 KK0071.Superseded values are not recommended for survey control.
 KK0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0071.See file dsdata.txt to determine how the superseded data were derived.
 KK0071
 KK0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED433904(NAD 83)
 KK0071_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KK0071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0071_SP_SET: ANTENNA TOP
 KK0071_STAMPING: 848 CX 2 A
 KK0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0071
 KK0071  HISTORY     - Date     Condition        Report By
 KK0071  HISTORY     - UNK      MONUMENTED       CGS
 KK0071  HISTORY     - 1961     GOOD             NGS
 KK0071
 KK0071                          STATION DESCRIPTION
 KK0071
 KK0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KK0071'15 MI ESE FROM BUCKLEY ANG BASE.
 KK0071'THE MARK IS LOCATED AT LOWRY AFB ICBM SM-68 TITAN COMPLEX MISSILE
 KK0071'SITE 848 C.  IT IS A 2-INCH BRONZE DISK SET FLUSH IN THE CONCRETE
 KK0071'TOP OF THE NO. 2 ANTENNA, 12.2 FEET NORTHEAST OF THE NORTHWEST
 KK0071'CORNER OF ANTENNA OPENING, 12.2 FEET NORTHWEST OF THE NORTHEAST
 KK0071'CORNER OF ANTENNA OPENING, 4.5 FEET NORTH OF NORTH EDGE OF ANTENNA
 KK0071'OPENING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0081 ***********************************************************************
 KK0081  DESIGNATION -  849 AL 1 A
 KK0081  PID         -  KK0081
 KK0081  STATE/COUNTY-  CO/ARAPAHOE
 KK0081  USGS QUAD   -  STRASBURG SW (1994)
 KK0081
 KK0081                         *CURRENT SURVEY CONTROL
 KK0081  ___________________________________________________________________
 KK0081* NAD 83(1986)-  39 35 13.     (N)    104 27 44.     (W)     SCALED    
 KK0081* NAVD 88     -      1803.595  (meters)    5917.29   (feet)  ADJUSTED  
 KK0081  ___________________________________________________________________
 KK0081  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 KK0081  DYNAMIC HT  -        1801.849 (meters)    5911.57  (feet)  COMP
 KK0081  MODELED GRAV-     979,594.1   (mgal)                       NAVD 88
 KK0081
 KK0081  VERT ORDER  -  SECOND    CLASS 0
 KK0081
 KK0081.The horizontal coordinates were scaled from a topographic map and have
 KK0081.an estimated accuracy of +/- 6 seconds.
 KK0081
 KK0081.The orthometric height was determined by differential leveling
 KK0081.and adjusted by the National Geodetic Survey in June 1991..
 KK0081
 KK0081.The geoid height was determined by GEOID03.
 KK0081
 KK0081.The dynamic height is computed by dividing the NAVD 88
 KK0081.geopotential number by the normal gravity value computed on the
 KK0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0081.degrees latitude (g = 980.6199 gals.).
 KK0081
 KK0081.The modeled gravity was interpolated from observed gravity values.
 KK0081
 KK0081;                    North         East    Units  Estimated Accuracy
 KK0081;SPC CO C     -   499,980.    1,003,550.      MT  (+/- 180 meters Scaled)
 KK0081
 KK0081                          SUPERSEDED SURVEY CONTROL
 KK0081
 KK0081  NGVD 29 (??/??/92) 1802.654  (m)         5914.21   (f) ADJ UNCH    2 0
 KK0081
 KK0081.Superseded values are not recommended for survey control.
 KK0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0081.See file dsdata.txt to determine how the superseded data were derived.
 KK0081
 KK0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED461820(NAD 83)
 KK0081_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KK0081_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0081_SP_SET: LAUNCHER TOP
 KK0081_STAMPING: 849 AL 1 A
 KK0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0081
 KK0081  HISTORY     - Date     Condition        Report By
 KK0081  HISTORY     - 1961     MONUMENTED       CGS
 KK0081
 KK0081                          STATION DESCRIPTION
 KK0081
 KK0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KK0081'19.5 MI SE FROM BUCKLEY ANG BASE.
 KK0081'THE MARK IS LOCATED AT LOWRY AFB ICBM SM-68 TITAN COMPLEX MISSILE
 KK0081'SITE 849 A.  IT IS A 2-INCH BRONZE DISK SET FLUSH IN THE SOUTHWEST
 KK0081'CORNER OF THE CONCRETE TOP OF LAUNCHER NO. 1, 17 FEET NORTH OF A
 KK0081'FIRE HYDRANT, 16.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST EDGE OF
 KK0081'THE SILO OPENING, 1.5 FEET EAST OF THE WEST EDGE OF THE LAUNCHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0082 ***********************************************************************
 KK0082  DESIGNATION -  849 AL 2 A
 KK0082  PID         -  KK0082
 KK0082  STATE/COUNTY-  CO/ARAPAHOE
 KK0082  USGS QUAD   -  STRASBURG SW (1994)
 KK0082
 KK0082                         *CURRENT SURVEY CONTROL
 KK0082  ___________________________________________________________________
 KK0082* NAD 83(1986)-  39 35 09.     (N)    104 27 56.     (W)     SCALED    
 KK0082* NAVD 88     -      1803.293  (meters)    5916.30   (feet)  ADJUSTED  
 KK0082  ___________________________________________________________________
 KK0082  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 KK0082  DYNAMIC HT  -        1801.546 (meters)    5910.57  (feet)  COMP
 KK0082  MODELED GRAV-     979,593.4   (mgal)                       NAVD 88
 KK0082
 KK0082  VERT ORDER  -  SECOND    CLASS 0
 KK0082
 KK0082.The horizontal coordinates were scaled from a topographic map and have
 KK0082.an estimated accuracy of +/- 6 seconds.
 KK0082
 KK0082.The orthometric height was determined by differential leveling
 KK0082.and adjusted by the National Geodetic Survey in June 1991..
 KK0082
 KK0082.The geoid height was determined by GEOID03.
 KK0082
 KK0082.The dynamic height is computed by dividing the NAVD 88
 KK0082.geopotential number by the normal gravity value computed on the
 KK0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0082.degrees latitude (g = 980.6199 gals.).
 KK0082
 KK0082.The modeled gravity was interpolated from observed gravity values.
 KK0082
 KK0082;                    North         East    Units  Estimated Accuracy
 KK0082;SPC CO C     -   499,850.    1,003,260.      MT  (+/- 180 meters Scaled)
 KK0082
 KK0082                          SUPERSEDED SURVEY CONTROL
 KK0082
 KK0082  NGVD 29 (??/??/92) 1802.350  (m)         5913.21   (f) ADJ UNCH    2 0
 KK0082
 KK0082.Superseded values are not recommended for survey control.
 KK0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0082.See file dsdata.txt to determine how the superseded data were derived.
 KK0082
 KK0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED458819(NAD 83)
 KK0082_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KK0082_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0082_SP_SET: LAUNCHER TOP
 KK0082_STAMPING: 849 AL 2 A
 KK0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0082
 KK0082  HISTORY     - Date     Condition        Report By
 KK0082  HISTORY     - 1961     MONUMENTED       CGS
 KK0082
 KK0082                          STATION DESCRIPTION
 KK0082
 KK0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KK0082'19.5 MI SE FROM BUCKLEY ANG BASE.
 KK0082'THE MARK IS LOCATED AT LOWRY AFB ICBM SM-68 TITAN COMPLEX
 KK0082'MISSILE SITE 849 A.  IT IS A 2-INCH BRONZE DISK SET FLUSH IN
 KK0082'THE SOUTHWEST CORNER OF THE CONCRETE TOP OF LAUNCHER NO. 2,
 KK0082'18 FEET NORTH OF A FIRE HYDRANT, 16.5 FEET WEST-SOUTHWEST OF
 KK0082'THE SOUTHWEST EDGE OF THE SILO OPENING, 1.5 FEET EAST OF THE
 KK0082'WEST EDGE OF THE LAUNCHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0083 ***********************************************************************
 KK0083  DESIGNATION -  849 AL 3 A
 KK0083  PID         -  KK0083
 KK0083  STATE/COUNTY-  CO/ARAPAHOE
 KK0083  USGS QUAD   -  STRASBURG SW (1994)
 KK0083
 KK0083                         *CURRENT SURVEY CONTROL
 KK0083  ___________________________________________________________________
 KK0083* NAD 83(1986)-  39 35 06.     (N)    104 28 02.     (W)     SCALED    
 KK0083* NAVD 88     -      1802.981  (meters)    5915.28   (feet)  ADJUSTED  
 KK0083  ___________________________________________________________________
 KK0083  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 KK0083  DYNAMIC HT  -        1801.233 (meters)    5909.55  (feet)  COMP
 KK0083  MODELED GRAV-     979,592.9   (mgal)                       NAVD 88
 KK0083
 KK0083  VERT ORDER  -  SECOND    CLASS 0
 KK0083
 KK0083.The horizontal coordinates were scaled from a topographic map and have
 KK0083.an estimated accuracy of +/- 6 seconds.
 KK0083
 KK0083.The orthometric height was determined by differential leveling
 KK0083.and adjusted by the National Geodetic Survey in June 1991..
 KK0083
 KK0083.The geoid height was determined by GEOID03.
 KK0083
 KK0083.The dynamic height is computed by dividing the NAVD 88
 KK0083.geopotential number by the normal gravity value computed on the
 KK0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0083.degrees latitude (g = 980.6199 gals.).
 KK0083
 KK0083.The modeled gravity was interpolated from observed gravity values.
 KK0083
 KK0083;                    North         East    Units  Estimated Accuracy
 KK0083;SPC CO C     -   499,760.    1,003,120.      MT  (+/- 180 meters Scaled)
 KK0083
 KK0083                          SUPERSEDED SURVEY CONTROL
 KK0083
 KK0083  NGVD 29 (??/??/92) 1802.038  (m)         5912.19   (f) ADJ UNCH    2 0
 KK0083
 KK0083.Superseded values are not recommended for survey control.
 KK0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0083.See file dsdata.txt to determine how the superseded data were derived.
 KK0083
 KK0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED457818(NAD 83)
 KK0083_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KK0083_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0083_SP_SET: LAUNCHER TOP
 KK0083_STAMPING: 849 AL 3 A
 KK0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0083
 KK0083  HISTORY     - Date     Condition        Report By
 KK0083  HISTORY     - UNK      MONUMENTED       CGS
 KK0083  HISTORY     - 1961     GOOD             NGS
 KK0083
 KK0083                          STATION DESCRIPTION
 KK0083
 KK0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KK0083'19.5 MI SE FROM BUCKLEY ANG BASE.
 KK0083'THE MARK IS AT LOWRY AFB ICBM SM-68 TITAN COMPLEX MISSILE SITE
 KK0083'849 A.  IT IS A 2-INCH BRONZE DISK SET FLUSH IN THE SOUTHWEST
 KK0083'CORNER OF THE CONCRETE TOP OF LAUNCHER NO.3, 16.5 FEET WEST-SOUTHWEST
 KK0083'OF THE SOUTHWEST EDGE OF THE SILO OPENING, 16 FEET NORTH
 KK0083'OF A FIRE HYDRANT, 1.5 FEET EAST OF THE WEST EDGE OF THE LAUNCHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0086 ***********************************************************************
 KK0086  DESIGNATION -  849 AX 1 A
 KK0086  PID         -  KK0086
 KK0086  STATE/COUNTY-  CO/ARAPAHOE
 KK0086  USGS QUAD   -  STRASBURG SW (1994)
 KK0086
 KK0086                         *CURRENT SURVEY CONTROL
 KK0086  ___________________________________________________________________
 KK0086* NAD 83(1986)-  39 34 56.     (N)    104 27 49.     (W)     SCALED    
 KK0086* NAVD 88     -      1802.121  (meters)    5912.46   (feet)  ADJUSTED  
 KK0086  ___________________________________________________________________
 KK0086  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 KK0086  DYNAMIC HT  -        1800.374 (meters)    5906.73  (feet)  COMP
 KK0086  MODELED GRAV-     979,592.7   (mgal)                       NAVD 88
 KK0086
 KK0086  VERT ORDER  -  SECOND    CLASS 0
 KK0086
 KK0086.The horizontal coordinates were scaled from a topographic map and have
 KK0086.an estimated accuracy of +/- 6 seconds.
 KK0086
 KK0086.The orthometric height was determined by differential leveling
 KK0086.and adjusted by the National Geodetic Survey in June 1991..
 KK0086
 KK0086.The geoid height was determined by GEOID03.
 KK0086
 KK0086.The dynamic height is computed by dividing the NAVD 88
 KK0086.geopotential number by the normal gravity value computed on the
 KK0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0086.degrees latitude (g = 980.6199 gals.).
 KK0086
 KK0086.The modeled gravity was interpolated from observed gravity values.
 KK0086
 KK0086;                    North         East    Units  Estimated Accuracy
 KK0086;SPC CO C     -   499,450.    1,003,440.      MT  (+/- 180 meters Scaled)
 KK0086
 KK0086                          SUPERSEDED SURVEY CONTROL
 KK0086
 KK0086  NGVD 29 (??/??/92) 1801.178  (m)         5909.36   (f) ADJ UNCH    2 0
 KK0086
 KK0086.Superseded values are not recommended for survey control.
 KK0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0086.See file dsdata.txt to determine how the superseded data were derived.
 KK0086
 KK0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED460815(NAD 83)
 KK0086_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KK0086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0086_SP_SET: ANTENNA TOP
 KK0086_STAMPING: 849 AX 1 A
 KK0086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0086
 KK0086  HISTORY     - Date     Condition        Report By
 KK0086  HISTORY     - UNK      MONUMENTED       USE
 KK0086  HISTORY     - 1961     GOOD             NGS
 KK0086
 KK0086                          STATION DESCRIPTION
 KK0086
 KK0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KK0086'19.5 MI SE FROM BUCKLEY ANG BASE.
 KK0086'THE MARK IS LOCATED AT LOWRY AFB ICBM SM-68 TITAN COMPLEX MISSILE
 KK0086'SITE 849 A.  IT IS A TWO INCH BRONZE DISK SET LEVEL WITH THE
 KK0086'CONCRETE TOP OF THE NO. 1 ANTENNA, 12.2 FEET NORTHEAST OF THE
 KK0086'NORTHWEST CORNER OF THE ANTENNA OPENING, 12.2 FEET NORTHWEST OF
 KK0086'THE NORTHEAST CORNER OF THE OPENING AND 4.5 FEET NORTH OF THE
 KK0086'NORTH EDGE OF THE ANTENNA OPENING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0087 ***********************************************************************
 KK0087  DESIGNATION -  849 AX 2 A
 KK0087  PID         -  KK0087
 KK0087  STATE/COUNTY-  CO/ARAPAHOE
 KK0087  USGS QUAD   -  STRASBURG SW (1994)
 KK0087
 KK0087                         *CURRENT SURVEY CONTROL
 KK0087  ___________________________________________________________________
 KK0087* NAD 83(1986)-  39 34 47.     (N)    104 27 50.     (W)     SCALED    
 KK0087* NAVD 88     -      1802.132  (meters)    5912.49   (feet)  ADJUSTED  
 KK0087  ___________________________________________________________________
 KK0087  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 KK0087  DYNAMIC HT  -        1800.383 (meters)    5906.76  (feet)  COMP
 KK0087  MODELED GRAV-     979,592.0   (mgal)                       NAVD 88
 KK0087
 KK0087  VERT ORDER  -  SECOND    CLASS 0
 KK0087
 KK0087.The horizontal coordinates were scaled from a topographic map and have
 KK0087.an estimated accuracy of +/- 6 seconds.
 KK0087
 KK0087.The orthometric height was determined by differential leveling
 KK0087.and adjusted by the National Geodetic Survey in June 1991..
 KK0087
 KK0087.The geoid height was determined by GEOID03.
 KK0087
 KK0087.The dynamic height is computed by dividing the NAVD 88
 KK0087.geopotential number by the normal gravity value computed on the
 KK0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0087.degrees latitude (g = 980.6199 gals.).
 KK0087
 KK0087.The modeled gravity was interpolated from observed gravity values.
 KK0087
 KK0087;                    North         East    Units  Estimated Accuracy
 KK0087;SPC CO C     -   499,170.    1,003,420.      MT  (+/- 180 meters Scaled)
 KK0087
 KK0087                          SUPERSEDED SURVEY CONTROL
 KK0087
 KK0087  NGVD 29 (??/??/92) 1801.187  (m)         5909.39   (f) ADJ UNCH    2 0
 KK0087
 KK0087.Superseded values are not recommended for survey control.
 KK0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0087.See file dsdata.txt to determine how the superseded data were derived.
 KK0087
 KK0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED460812(NAD 83)
 KK0087_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KK0087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0087_SP_SET: ANTENNA TOP
 KK0087_STAMPING: 849 AX 2 A
 KK0087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0087
 KK0087  HISTORY     - Date     Condition        Report By
 KK0087  HISTORY     - UNK      MONUMENTED       USE
 KK0087  HISTORY     - 1961     GOOD             NGS
 KK0087
 KK0087                          STATION DESCRIPTION
 KK0087
 KK0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KK0087'19.5 MI SE FROM BUCKLEY ANG BASE.
 KK0087'THE MARK IS LOCATE AT LOWRY AFB ICBM SM-68 TITAN COMPLEX MISSILE
 KK0087'SITE 849 A.  IT IS A TWO INCH BRONZE DISK SET LEVEL WITH THE
 KK0087'CONCRETE TOP OF THE NO. 2 ANTENNA, 12.2 FEET NORTHEAST OF THE
 KK0087'NORTHWEST CORNER OF THE ANTENNA OPENING, 12.2 FEET NORTHWEST OF
 KK0087'THE NORTHEAST CORNER OF THE OPENING AND 4.5 FEET NORTH OF THE
 KK0087'NORTH EDGE OF THE ANTENNA
 KK0087'OPENING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0094 ***********************************************************************
 KK0094  DESIGNATION -  849 BL 1 A
 KK0094  PID         -  KK0094
 KK0094  STATE/COUNTY-  CO/ARAPAHOE
 KK0094  USGS QUAD   -  PEORIA (1978)
 KK0094
 KK0094                         *CURRENT SURVEY CONTROL
 KK0094  ___________________________________________________________________
 KK0094* NAD 83(1986)-  39 40 03.     (N)    104 01 24.     (W)     SCALED    
 KK0094* NAVD 88     -      1620.338  (meters)    5316.06   (feet)  ADJUSTED  
 KK0094  ___________________________________________________________________
 KK0094  GEOID HEIGHT-         -18.90  (meters)                     GEOID03
 KK0094  DYNAMIC HT  -        1618.863 (meters)    5311.22  (feet)  COMP
 KK0094  MODELED GRAV-     979,658.9   (mgal)                       NAVD 88
 KK0094
 KK0094  VERT ORDER  -  SECOND    CLASS 0
 KK0094
 KK0094.The horizontal coordinates were scaled from a topographic map and have
 KK0094.an estimated accuracy of +/- 6 seconds.
 KK0094
 KK0094.The orthometric height was determined by differential leveling
 KK0094.and adjusted by the National Geodetic Survey in June 1991..
 KK0094
 KK0094.The geoid height was determined by GEOID03.
 KK0094
 KK0094.The dynamic height is computed by dividing the NAVD 88
 KK0094.geopotential number by the normal gravity value computed on the
 KK0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0094.degrees latitude (g = 980.6199 gals.).
 KK0094
 KK0094.The modeled gravity was interpolated from observed gravity values.
 KK0094
 KK0094;                    North         East    Units  Estimated Accuracy
 KK0094;SPC CO C     -   509,440.    1,041,100.      MT  (+/- 180 meters Scaled)
 KK0094
 KK0094                          SUPERSEDED SURVEY CONTROL
 KK0094
 KK0094  NGVD 29 (??/??/92) 1619.524  (m)         5313.39   (f) ADJ UNCH    2 0
 KK0094
 KK0094.Superseded values are not recommended for survey control.
 KK0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0094.See file dsdata.txt to determine how the superseded data were derived.
 KK0094
 KK0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED837913(NAD 83)
 KK0094_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KK0094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0094_SP_SET: LAUNCHER TOP
 KK0094_STAMPING: 849 BL 1 A
 KK0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0094
 KK0094  HISTORY     - Date     Condition        Report By
 KK0094  HISTORY     - UNK      MONUMENTED       CGS
 KK0094  HISTORY     - 1961     GOOD             NGS
 KK0094
 KK0094                          STATION DESCRIPTION
 KK0094
 KK0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KK0094'4.5 MI NE FROM DEER TRAIL.
 KK0094'THE MARK IS LOCATED AT LOWRY AFB ICBM SM-68 TITAN COMPLEX MISSILE
 KK0094'SITE 849 B.  IT IS A 2-INCH BRONZE DISK SET FLUSH IN THE CONCRETE
 KK0094'TOP OF LAUNCHER NO. 1, 16.7 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 KK0094'CORNER OF SILO OPENING, 19.4 FEET NORTH-NORTHWEST OF THE SOUTHWEST
 KK0094'CORNER AT TOP OF LAUNCHER NO. 1., 1.1 FEET EAST OF THE WEST EDGE
 KK0094'OF THE LAUNCHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0095 ***********************************************************************
 KK0095  DESIGNATION -  849 BL 2 A
 KK0095  PID         -  KK0095
 KK0095  STATE/COUNTY-  CO/ARAPAHOE
 KK0095  USGS QUAD   -  PEORIA (1978)
 KK0095
 KK0095                         *CURRENT SURVEY CONTROL
 KK0095  ___________________________________________________________________
 KK0095* NAD 83(1986)-  39 40 03.     (N)    104 01 24.     (W)     SCALED    
 KK0095* NAVD 88     -      1621.894  (meters)    5321.16   (feet)  ADJUSTED  
 KK0095  ___________________________________________________________________
 KK0095  GEOID HEIGHT-         -18.90  (meters)                     GEOID03
 KK0095  DYNAMIC HT  -        1620.418 (meters)    5316.32  (feet)  COMP
 KK0095  MODELED GRAV-     979,658.9   (mgal)                       NAVD 88
 KK0095
 KK0095  VERT ORDER  -  SECOND    CLASS 0
 KK0095
 KK0095.The horizontal coordinates were scaled from a topographic map and have
 KK0095.an estimated accuracy of +/- 6 seconds.
 KK0095
 KK0095.The orthometric height was determined by differential leveling
 KK0095.and adjusted by the National Geodetic Survey in June 1991..
 KK0095
 KK0095.The geoid height was determined by GEOID03.
 KK0095
 KK0095.The dynamic height is computed by dividing the NAVD 88
 KK0095.geopotential number by the normal gravity value computed on the
 KK0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0095.degrees latitude (g = 980.6199 gals.).
 KK0095
 KK0095.The modeled gravity was interpolated from observed gravity values.
 KK0095
 KK0095;                    North         East    Units  Estimated Accuracy
 KK0095;SPC CO C     -   509,440.    1,041,100.      MT  (+/- 180 meters Scaled)
 KK0095
 KK0095                          SUPERSEDED SURVEY CONTROL
 KK0095
 KK0095  NGVD 29 (??/??/92) 1621.079  (m)         5318.49   (f) ADJ UNCH    2 0
 KK0095
 KK0095.Superseded values are not recommended for survey control.
 KK0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0095.See file dsdata.txt to determine how the superseded data were derived.
 KK0095
 KK0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED837913(NAD 83)
 KK0095_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KK0095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0095_SP_SET: LAUNCHER TOP
 KK0095_STAMPING: 849 BL 2 A
 KK0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0095
 KK0095  HISTORY     - Date     Condition        Report By
 KK0095  HISTORY     - UNK      MONUMENTED       CGS
 KK0095  HISTORY     - 1961     GOOD             NGS
 KK0095
 KK0095                          STATION DESCRIPTION
 KK0095
 KK0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KK0095'4.5 MI NE FROM DEER TRAIL.
 KK0095'THE MARK IS LOCATED AT LOWRY AFB ICBM SM-68 TITAN COMPLEX MISSLE
 KK0095'SITE 849 B.  IT IS A 2-INCH BRONZE DISK SET FLUSH IN THE CONCRETE
 KK0095'TOP OF LAUNCHER NO. 2, 19 FEET NORTH-NORTHWEST OF THE SOUTHWEST
 KK0095'CORNER OF THE LAUNCHER, 16.3 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 KK0095'CORNER OF THE SILO OPENING, 1.5 FEET EAST OF THE WEST EDGE OF
 KK0095'THE LAUNCHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0096 ***********************************************************************
 KK0096  DESIGNATION -  849 BL 3 A
 KK0096  PID         -  KK0096
 KK0096  STATE/COUNTY-  CO/ARAPAHOE
 KK0096  USGS QUAD   -  PEORIA (1978)
 KK0096
 KK0096                         *CURRENT SURVEY CONTROL
 KK0096  ___________________________________________________________________
 KK0096* NAD 83(1986)-  39 40 03.     (N)    104 01 23.     (W)     SCALED    
 KK0096* NAVD 88     -      1622.800  (meters)    5324.14   (feet)  ADJUSTED  
 KK0096  ___________________________________________________________________
 KK0096  GEOID HEIGHT-         -18.90  (meters)                     GEOID03
 KK0096  DYNAMIC HT  -        1621.323 (meters)    5319.29  (feet)  COMP
 KK0096  MODELED GRAV-     979,658.9   (mgal)                       NAVD 88
 KK0096
 KK0096  VERT ORDER  -  SECOND    CLASS 0
 KK0096
 KK0096.The horizontal coordinates were scaled from a topographic map and have
 KK0096.an estimated accuracy of +/- 6 seconds.
 KK0096
 KK0096.The orthometric height was determined by differential leveling
 KK0096.and adjusted by the National Geodetic Survey in June 1991..
 KK0096
 KK0096.The geoid height was determined by GEOID03.
 KK0096
 KK0096.The dynamic height is computed by dividing the NAVD 88
 KK0096.geopotential number by the normal gravity value computed on the
 KK0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0096.degrees latitude (g = 980.6199 gals.).
 KK0096
 KK0096.The modeled gravity was interpolated from observed gravity values.
 KK0096
 KK0096;                    North         East    Units  Estimated Accuracy
 KK0096;SPC CO C     -   509,440.    1,041,130.      MT  (+/- 180 meters Scaled)
 KK0096
 KK0096                          SUPERSEDED SURVEY CONTROL
 KK0096
 KK0096  NGVD 29 (??/??/92) 1621.985  (m)         5321.46   (f) ADJ UNCH    2 0
 KK0096
 KK0096.Superseded values are not recommended for survey control.
 KK0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0096.See file dsdata.txt to determine how the superseded data were derived.
 KK0096
 KK0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED837913(NAD 83)
 KK0096_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KK0096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0096_SP_SET: LAUNCHER TOP
 KK0096_STAMPING: 849 BL 3 A
 KK0096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0096
 KK0096  HISTORY     - Date     Condition        Report By
 KK0096  HISTORY     - UNK      MONUMENTED       CGS
 KK0096  HISTORY     - 1961     GOOD             NGS
 KK0096
 KK0096                          STATION DESCRIPTION
 KK0096
 KK0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KK0096'5 MI NE FROM DEER TRAIL.
 KK0096'THE MARK IS LOCATED AT LOWRY AFB ICBM SM-68 TITAN COMPLEX MISSILE
 KK0096'SITE 849 B.  IT IS A 2-INCH BRONZE DISK SET FLUSH IN THE CONCRETE
 KK0096'TOP OF LAUNCHER NO. 3, 19 FEET NORTH-NORTHWEST OF THE SOUTHWEST
 KK0096'EDGE OF THE LAUNCHER, 16.4 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 KK0096'EDGE OF THE SILO OPENING, 1.3 FEET EAST OF THE WEST EDGE OF THE
 KK0096'LAUNCHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0098 ***********************************************************************
 KK0098  DESIGNATION -  849 BX 1 A
 KK0098  PID         -  KK0098
 KK0098  STATE/COUNTY-  CO/ARAPAHOE
 KK0098  USGS QUAD   -  PEORIA (1978)
 KK0098
 KK0098                         *CURRENT SURVEY CONTROL
 KK0098  ___________________________________________________________________
 KK0098* NAD 83(1986)-  39 40 03.     (N)    104 01 24.     (W)     SCALED    
 KK0098* NAVD 88     -      1623.130  (meters)    5325.22   (feet)  ADJUSTED  
 KK0098  ___________________________________________________________________
 KK0098  GEOID HEIGHT-         -18.90  (meters)                     GEOID03
 KK0098  DYNAMIC HT  -        1621.654 (meters)    5320.38  (feet)  COMP
 KK0098  MODELED GRAV-     979,658.9   (mgal)                       NAVD 88
 KK0098
 KK0098  VERT ORDER  -  SECOND    CLASS 0
 KK0098
 KK0098.The horizontal coordinates were scaled from a topographic map and have
 KK0098.an estimated accuracy of +/- 6 seconds.
 KK0098
 KK0098.The orthometric height was determined by differential leveling
 KK0098.and adjusted by the National Geodetic Survey in June 1991..
 KK0098
 KK0098.The geoid height was determined by GEOID03.
 KK0098
 KK0098.The dynamic height is computed by dividing the NAVD 88
 KK0098.geopotential number by the normal gravity value computed on the
 KK0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0098.degrees latitude (g = 980.6199 gals.).
 KK0098
 KK0098.The modeled gravity was interpolated from observed gravity values.
 KK0098
 KK0098;                    North         East    Units  Estimated Accuracy
 KK0098;SPC CO C     -   509,440.    1,041,100.      MT  (+/- 180 meters Scaled)
 KK0098
 KK0098                          SUPERSEDED SURVEY CONTROL
 KK0098
 KK0098  NGVD 29 (??/??/92) 1622.316  (m)         5322.55   (f) ADJ UNCH    2 0
 KK0098
 KK0098.Superseded values are not recommended for survey control.
 KK0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0098.See file dsdata.txt to determine how the superseded data were derived.
 KK0098
 KK0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED837913(NAD 83)
 KK0098_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KK0098_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0098_SP_SET: ANTENNA TOP
 KK0098_STAMPING: 849 BX 1 A
 KK0098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0098
 KK0098  HISTORY     - Date     Condition        Report By
 KK0098  HISTORY     - UNK      MONUMENTED       CGS
 KK0098  HISTORY     - 1961     GOOD             NGS
 KK0098
 KK0098                          STATION DESCRIPTION
 KK0098
 KK0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KK0098'5 MI NE FROM DEER TRAIL.
 KK0098'THE MARK IS LOCATED AT LOWRY AFB ICBM SM-68 TITAN COMPLEX MISSILE
 KK0098'SITE 849 B.  IT IS A 2-INCH BRONZE DISK SET FLUSH IN THE CONCRETE
 KK0098'TOP OF ANTENNA NO. 1, 12.1 FEET NORTHEAST OF THE NORTHWEST CORNER
 KK0098'OF THE ANTENNA OPENING, 12 FEET NORTHWEST OF THE NORTHEAST CORNER
 KK0098'OF ANTENNA OPENING, 4.5 FEET NORTH OF NORTH EDGE OF ANTENNA
 KK0098'OPENING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0099 ***********************************************************************
 KK0099  DESIGNATION -  849 BX 2 A
 KK0099  PID         -  KK0099
 KK0099  STATE/COUNTY-  CO/ARAPAHOE
 KK0099  USGS QUAD   -  PEORIA (1978)
 KK0099
 KK0099                         *CURRENT SURVEY CONTROL
 KK0099  ___________________________________________________________________
 KK0099* NAD 83(1986)-  39 40 03.     (N)    104 01 24.     (W)     SCALED    
 KK0099* NAVD 88     -      1623.152  (meters)    5325.29   (feet)  ADJUSTED  
 KK0099  ___________________________________________________________________
 KK0099  GEOID HEIGHT-         -18.90  (meters)                     GEOID03
 KK0099  DYNAMIC HT  -        1621.676 (meters)    5320.45  (feet)  COMP
 KK0099  MODELED GRAV-     979,658.9   (mgal)                       NAVD 88
 KK0099
 KK0099  VERT ORDER  -  SECOND    CLASS 0
 KK0099
 KK0099.The horizontal coordinates were scaled from a topographic map and have
 KK0099.an estimated accuracy of +/- 6 seconds.
 KK0099
 KK0099.The orthometric height was determined by differential leveling
 KK0099.and adjusted by the National Geodetic Survey in June 1991..
 KK0099
 KK0099.The geoid height was determined by GEOID03.
 KK0099
 KK0099.The dynamic height is computed by dividing the NAVD 88
 KK0099.geopotential number by the normal gravity value computed on the
 KK0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0099.degrees latitude (g = 980.6199 gals.).
 KK0099
 KK0099.The modeled gravity was interpolated from observed gravity values.
 KK0099
 KK0099;                    North         East    Units  Estimated Accuracy
 KK0099;SPC CO C     -   509,440.    1,041,100.      MT  (+/- 180 meters Scaled)
 KK0099
 KK0099                          SUPERSEDED SURVEY CONTROL
 KK0099
 KK0099  NGVD 29 (??/??/92) 1622.339  (m)         5322.62   (f) ADJ UNCH    2 0
 KK0099
 KK0099.Superseded values are not recommended for survey control.
 KK0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0099.See file dsdata.txt to determine how the superseded data were derived.
 KK0099
 KK0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED837913(NAD 83)
 KK0099_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KK0099_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0099_SP_SET: ANTENNA TOP
 KK0099_STAMPING: 849 BX 2 A
 KK0099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0099
 KK0099  HISTORY     - Date     Condition        Report By
 KK0099  HISTORY     - UNK      MONUMENTED       CGS
 KK0099  HISTORY     - 1961     GOOD             NGS
 KK0099
 KK0099                          STATION DESCRIPTION
 KK0099
 KK0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KK0099'5 MI NE FROM DEER TRAIL.
 KK0099'THE MARK IS LOCATED AT LOWRY AFB ICBM SM-68 TITAN COMPLEX MISSILE
 KK0099'SITE 849 B.  IT IS A 2-INCH BRONZE DISK SET FLUSH IN THE CONCRETE
 KK0099'TOP OF ANTENNA NO. 2, 12.4 FEET NORTHWEST OF THE NORTHEAST CORNER
 KK0099'OF THE ANTENNA OPENING, 12 FEET NORTHEAST OF THE NORTHWEST CORNER OF
 KK0099'ANTENNA OPENING, 4.5 FEET NORTH OF NORTH EDGE OF ANTENNA
 KK0099'OPENING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0235 ***********************************************************************
 KK0235  DESIGNATION -  849 CL 1 A
 KK0235  PID         -  KK0235
 KK0235  STATE/COUNTY-  CO/ELBERT
 KK0235  USGS QUAD   -  ELIZABETH (1994)
 KK0235
 KK0235                         *CURRENT SURVEY CONTROL
 KK0235  ___________________________________________________________________
 KK0235* NAD 83(1986)-  39 18 36.     (N)    104 33 47.     (W)     SCALED    
 KK0235* NAVD 88     -      2070.745  (meters)    6793.77   (feet)  POSTED    
 KK0235  ___________________________________________________________________
 KK0235  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 KK0235  DYNAMIC HT  -        2068.570 (meters)    6786.63  (feet)  COMP
 KK0235  MODELED GRAV-     979,499.9   (mgal)                       NAVD 88
 KK0235
 KK0235  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0235
 KK0235.The horizontal coordinates were scaled from a topographic map and have
 KK0235.an estimated accuracy of +/- 6 seconds.
 KK0235
 KK0235.The orthometric height was determined by differential leveling
 KK0235.and adjusted by the National Geodetic Survey in 1992..
 KK0235.No vertical observational check was made to the station.
 KK0235.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0235.was located on a no-check spur therefore a value was not computed.
 KK0235
 KK0235.The geoid height was determined by GEOID03.
 KK0235
 KK0235.The dynamic height is computed by dividing the NAVD 88
 KK0235.geopotential number by the normal gravity value computed on the
 KK0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0235.degrees latitude (g = 980.6199 gals.).
 KK0235
 KK0235.The modeled gravity was interpolated from observed gravity values.
 KK0235
 KK0235;                    North         East    Units  Estimated Accuracy
 KK0235;SPC CO C     -   469,140.      995,210.      MT  (+/- 180 meters Scaled)
 KK0235
 KK0235                          SUPERSEDED SURVEY CONTROL
 KK0235
 KK0235  NGVD 29 (??/??/92) 2069.706  (m)         6790.36   (f) ADJ UNCH    2 0
 KK0235
 KK0235.Superseded values are not recommended for survey control.
 KK0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0235.See file dsdata.txt to determine how the superseded data were derived.
 KK0235
 KK0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED376512(NAD 83)
 KK0235_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KK0235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0235_SP_SET: LAUNCHER TOP
 KK0235_STAMPING: 849 CL 1 A
 KK0235_MARK LOGO: CGS   
 KK0235_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0235
 KK0235  HISTORY     - Date     Condition        Report By
 KK0235  HISTORY     - UNK      MONUMENTED       CGS
 KK0235  HISTORY     - 1961     GOOD             NGS
 KK0235  HISTORY     - 19910613 GOOD             USGS
 KK0235
 KK0235                          STATION DESCRIPTION
 KK0235
 KK0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KK0235'4.2 MI SE FROM ELIZABETH.
 KK0235'A 2-INCH BRONZE DISK EMBEDDED IN THE CONCRETE TOP OF LAUNCHER
 KK0235'NO. 1, 16.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE SILO
 KK0235'OPENING, 10.7 FEET NORTH OF A FIRE HYDRANT, 1.5 FEET EAST OF THE
 KK0235'WEST EDGE OF THE LAUNCHER, AT LOWRY AFB ICBM SM-68 TITAN COMPLEX
 KK0235'MISSILE SITE 849 C.
 KK0235
 KK0235                          STATION RECOVERY (1991)
 KK0235
 KK0235'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 KK0235'0.3 MI (0.48 KM) EAST ALONG COLORADO STATE HIGHWAY 86 FROM THE MAIN
 KK0235'INTERSECTION IN ELIZABETH, THENCE SOUTH ALONG A PAVED ROAD 3.6 MI
 KK0235'(5.79 KM), THENCE EAST ON A GRAVELED ROAD 0.8 MI (1.29 KM) THENCE
 KK0235'0.15 MI (0.24 KM) TO GATE OF RECYCLING CENTER, THENCE 0.2 MI (0.32
 KK0235'KM) ON THE OLD ROAD TO THE WESTERN MOST OF THREE ABANDONED MISSILE
 KK0235'LAUNCHERS, THE CONCRETE BASE OF THE LAUNCHER, 16.5 FT (5.03 M) WEST
 KK0235'OF THE SOUTHWEST CORNER OF THE IRON SILO DOORS (ON TOP OF THE
 KK0235'LAUNCHER) AND 1.5 FT (0.46 M) EAST OF THE WEST EDGE OF THE LAUNCHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0236 ***********************************************************************
 KK0236  DESIGNATION -  849 CL 2 A
 KK0236  PID         -  KK0236
 KK0236  STATE/COUNTY-  CO/ELBERT
 KK0236  USGS QUAD   -  ELIZABETH (1994)
 KK0236
 KK0236                         *CURRENT SURVEY CONTROL
 KK0236  ___________________________________________________________________
 KK0236* NAD 83(1986)-  39 18 36.     (N)    104 33 42.     (W)     SCALED    
 KK0236* NAVD 88     -      2069.217  (meters)    6788.76   (feet)  POSTED    
 KK0236  ___________________________________________________________________
 KK0236  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 KK0236  DYNAMIC HT  -        2067.040 (meters)    6781.61  (feet)  COMP
 KK0236  MODELED GRAV-     979,500.0   (mgal)                       NAVD 88
 KK0236
 KK0236  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0236
 KK0236.The horizontal coordinates were scaled from a topographic map and have
 KK0236.an estimated accuracy of +/- 6 seconds.
 KK0236
 KK0236.The orthometric height was determined by differential leveling
 KK0236.and adjusted by the National Geodetic Survey in 1992..
 KK0236.No vertical observational check was made to the station.
 KK0236.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0236.was located on a no-check spur therefore a value was not computed.
 KK0236
 KK0236.The geoid height was determined by GEOID03.
 KK0236
 KK0236.The dynamic height is computed by dividing the NAVD 88
 KK0236.geopotential number by the normal gravity value computed on the
 KK0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0236.degrees latitude (g = 980.6199 gals.).
 KK0236
 KK0236.The modeled gravity was interpolated from observed gravity values.
 KK0236
 KK0236;                    North         East    Units  Estimated Accuracy
 KK0236;SPC CO C     -   469,140.      995,320.      MT  (+/- 180 meters Scaled)
 KK0236
 KK0236                          SUPERSEDED SURVEY CONTROL
 KK0236
 KK0236  NGVD 29 (??/??/92) 2068.178  (m)         6785.35   (f) ADJ UNCH    2 0
 KK0236
 KK0236.Superseded values are not recommended for survey control.
 KK0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0236.See file dsdata.txt to determine how the superseded data were derived.
 KK0236
 KK0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED377512(NAD 83)
 KK0236_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KK0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0236_SP_SET: LAUNCHER TOP
 KK0236_STAMPING: 849 CL 2 A
 KK0236_MARK LOGO: CGS   
 KK0236_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0236
 KK0236  HISTORY     - Date     Condition        Report By
 KK0236  HISTORY     - UNK      MONUMENTED       CGS
 KK0236  HISTORY     - 1961     GOOD             NGS
 KK0236  HISTORY     - 19910613 GOOD             USGS
 KK0236
 KK0236                          STATION DESCRIPTION
 KK0236
 KK0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KK0236'4.2 MI SE FROM ELIZABETH.
 KK0236'A 2-INCH BRONZE DISK EMBEDDED IN THE CONCRETE TOP OF LAUNCHER
 KK0236'NO. 2, 16.6 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 KK0236'SILO OPENING, 10.9 FEET NORTH OF A FIRE HYDRANT, 1.5 FEET EAST OF
 KK0236'THE WEST EDGE OF THE LAUNCHER, AT LOWRY AFB ICBM SM-68 TITAN
 KK0236'COMPLEX MISSILE SITE 849 C.
 KK0236
 KK0236                          STATION RECOVERY (1991)
 KK0236
 KK0236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 KK0236'LOCATED 0.3 MI (0.48 KM) EAST ALONG COLORADO STATE HIGHWAY 86 FROM
 KK0236'THE MAIN INTERSECTION IN ELIZABETH, THENCE SOUTH ALONG A PAVED ROAD
 KK0236'3.6 MI (5.79 KM) , THENCE EAST ON A PAVED ROAD 0.8 MI (1.29 KM) ,
 KK0236'THENCE 0.15 MI (0.24 KM) TO GATE OF RECYCLING CENTER, THENCE 0.3 MI
 KK0236'(0.48 KM) ON OLD ROAD TO THE NORTHERN MOST OF THREE ABANDONED MISSILE
 KK0236'LAUNCHERS.  THE DISK IS 16.6 FT (5.06 M) WEST-SOUTHWEST OF THE
 KK0236'SOUTHWEST CORNER OF THE IRON SILO DOORS (ON TOP OF THE LAUNCHER) AND
 KK0236'1.5 FT (0.46 M) EAST OF THE WEST EDGE OF THE LAUNCHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0237 ***********************************************************************
 KK0237  DESIGNATION -  849 CL 3 A
 KK0237  PID         -  KK0237
 KK0237  STATE/COUNTY-  CO/ELBERT
 KK0237  USGS QUAD   -  ELIZABETH (1994)
 KK0237
 KK0237                         *CURRENT SURVEY CONTROL
 KK0237  ___________________________________________________________________
 KK0237* NAD 83(1986)-  39 18 36.     (N)    104 33 42.     (W)     SCALED    
 KK0237* NAVD 88     -      2066.761  (meters)    6780.70   (feet)  POSTED    
 KK0237  ___________________________________________________________________
 KK0237  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 KK0237  DYNAMIC HT  -        2064.590 (meters)    6773.58  (feet)  COMP
 KK0237  MODELED GRAV-     979,500.0   (mgal)                       NAVD 88
 KK0237
 KK0237  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0237
 KK0237.The horizontal coordinates were scaled from a topographic map and have
 KK0237.an estimated accuracy of +/- 6 seconds.
 KK0237
 KK0237.The orthometric height was determined by differential leveling
 KK0237.and adjusted by the National Geodetic Survey in 1992..
 KK0237.No vertical observational check was made to the station.
 KK0237.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0237.was located on a no-check spur therefore a value was not computed.
 KK0237
 KK0237.The geoid height was determined by GEOID03.
 KK0237
 KK0237.The dynamic height is computed by dividing the NAVD 88
 KK0237.geopotential number by the normal gravity value computed on the
 KK0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0237.degrees latitude (g = 980.6199 gals.).
 KK0237
 KK0237.The modeled gravity was interpolated from observed gravity values.
 KK0237
 KK0237;                    North         East    Units  Estimated Accuracy
 KK0237;SPC CO C     -   469,140.      995,320.      MT  (+/- 180 meters Scaled)
 KK0237
 KK0237                          SUPERSEDED SURVEY CONTROL
 KK0237
 KK0237  NGVD 29 (??/??/92) 2065.721  (m)         6777.29   (f) ADJ UNCH    2 0
 KK0237
 KK0237.Superseded values are not recommended for survey control.
 KK0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0237.See file dsdata.txt to determine how the superseded data were derived.
 KK0237
 KK0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED377512(NAD 83)
 KK0237_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KK0237_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0237_SP_SET: LAUNCHER TOP
 KK0237_STAMPING: 849 CL 3 A
 KK0237_MARK LOGO: CGS   
 KK0237_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0237
 KK0237  HISTORY     - Date     Condition        Report By
 KK0237  HISTORY     - UNK      MONUMENTED       CGS
 KK0237  HISTORY     - 1961     GOOD             NGS
 KK0237  HISTORY     - 19910613 GOOD             USGS
 KK0237
 KK0237                          STATION DESCRIPTION
 KK0237
 KK0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KK0237'4.2 MI SE FROM ELIZABETH.
 KK0237'A 2-INCH BRONZE DISK EMBEDDED IN THE CONCRETE TOP OF LAUNCHER
 KK0237'NO. 3, 16.7 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 KK0237'SILO OPENING, 11.5 FEET NORTH OF A FIRE HYDRANT, 1.3 FEET EAST
 KK0237'OF THE WEST EDGE OF THE LAUNCHER, AT LOWRY AFB ICBM SM-68 TITAN
 KK0237'COMPLEX MISSILE SITE 849 C.
 KK0237
 KK0237                          STATION RECOVERY (1991)
 KK0237
 KK0237'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 KK0237'0.3 MI (0.48 KM) EAST ALONG COLORADO STATE HIGHWAY 86 FROM THE MAIN
 KK0237'INTERSECTION IN ELIZABETH, THENCE SOUTH ALONG PAVED ROAD 3.6 MI (5.79
 KK0237'KM) , THENCE EAST ON A PAVED ROAD 0.8 MI (1.29 KM), THENCE 0.15 MI
 KK0237'(0.24 KM) TO GATE OF RECYCLING CENTER, THENCE 0.1 MI (0.16 KM) TO
 KK0237'FORK IN OLD ROAD AND 0.1 MI (0.16 KM) EAST TO THE EASTERN MOST OF
 KK0237'THREE ABANDONED MISSILE LAUNCHERS, MARK IS 16.7 FT (5.09 M)
 KK0237'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE IRON SILO DOORS (ON TOP
 KK0237'OF THE LAUNCHER) AND 1.3 FT (0.40 M) EAST OF THE WEST EDGE OF THE
 KK0237'LAUNCHERS CONCRETE BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1839 ***********************************************************************
 KK1839  DESIGNATION -  85
 KK1839  PID         -  KK1839
 KK1839  STATE/COUNTY-  CO/JEFFERSON
 KK1839  USGS QUAD   -  INDIAN HILLS (1994)
 KK1839
 KK1839                         *CURRENT SURVEY CONTROL
 KK1839  ___________________________________________________________________
 KK1839* NAD 83(1992)-  39 35 26.98935(N)    105 09 19.67984(W)     ADJUSTED  
 KK1839* NAVD 88     -      1993.4    (meters)    6540.     (feet)  VERTCON   
 KK1839  ___________________________________________________________________
 KK1839  LAPLACE CORR-         -19.83  (seconds)                    DEFLEC99
 KK1839  GEOID HEIGHT-         -15.66  (meters)                     GEOID03
 KK1839
 KK1839  HORZ ORDER  -  SECOND
 KK1839
 KK1839.The horizontal coordinates were established by classical geodetic methods
 KK1839.and adjusted by the National Geodetic Survey in January 1993..
 KK1839
 KK1839.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1839
 KK1839.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1839
 KK1839.The geoid height was determined by GEOID03.
 KK1839
 KK1839;                    North         East     Units Scale Factor Converg.
 KK1839;SPC CO C     -   499,956.038   943,996.825   MT  0.99997239   +0 13 02.3
 KK1839;SPC CO C     - 1,640,272.43  3,097,096.25   sFT  0.99997239   +0 13 02.3
 KK1839;UTM  13      - 4,382,356.541   486,650.545   MT  0.99960219   -0 05 56.7
 KK1839
 KK1839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1839!SPC CO C     -   0.99968982  x   0.99997239  =   0.99966222
 KK1839!UTM  13      -   0.99968982  x   0.99960219  =   0.99929214
 KK1839
 KK1839|---------------------------------------------------------------------|
 KK1839| PID    Reference Object                     Distance      Geod. Az  |
 KK1839|                                                           dddmmss.s |
 KK1839| CP7242 85 RM 1                               9.832 METERS 16237     |
 KK1839| KK1842 LINDO                               APPROX. 5.0 KM 2953532.4 |
 KK1839| CP7243 85 RM 2                              23.563 METERS 33240     |
 KK1839|---------------------------------------------------------------------|
 KK1839
 KK1839                          SUPERSEDED SURVEY CONTROL
 KK1839
 KK1839  NAD 83(1986)-  39 35 26.98641(N)    105 09 19.67854(W) AD(       ) 2
 KK1839  NAD 27      -  39 35 27.02713(N)    105 09 17.72418(W) AD(       ) 2
 KK1839  NGVD 29 (07/19/86) 1992.4    (m)         6537.     (f) VERT ANG       
 KK1839
 KK1839.Superseded values are not recommended for survey control.
 KK1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1839.See file dsdata.txt to determine how the superseded data were derived.
 KK1839
 KK1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8665182357(NAD 83)
 KK1839_MARKER: DD = SURVEY DISK
 KK1839_SETTING: 66 = SET IN ROCK OUTCROP
 KK1839
 KK1839  HISTORY     - Date     Condition        Report By
 KK1839  HISTORY     - 1977     MONUMENTED       CO-059
 KK1839
 KK1839                          STATION DESCRIPTION
 KK1839
 KK1839'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1839'THE STATION IS LOCATED 6 MILES SOUTHWEST OF LITTLETON IN THE
 KK1839'NORTHEAST 1/4 OF SECTION 30, T 5 S, R 69 W.
 KK1839'
 KK1839'TO REACH THE STATION FROM THE ARAPAHOE COUNTY COURTHOUSE IN
 KK1839'LITTLETON, GO WEST ON THE MAIN STREET FOR 1 MILE TO PLATTE
 KK1839'CANYON ROAD.  TURN LEFT AND GO SOUTH FOR 2.2 MILES TO KEN CARYL
 KK1839'AVENUE.  TURN RIGHT AND GO WEST 4 MILES TO A JUNCTION JUST
 KK1839'NORTH OF THE KEN CARYL RANCH SALES AREA, BEAR RIGHT AND CONTINUE
 KK1839'WEST TOWARD A BREAK IN THE HOGBACK.  TURN RIGHT AND GO 1.5
 KK1839'MILES TO A POINT ABOUT 200 YARDS WEST OF THE HOGBACK.
 KK1839'TURN RIGHT AND PROCEED ALONG A WAGON ROAD TO THE NORTH 1 MILE
 KK1839'TO ITS HIGHEST POINT STRAIGHT WEST OF THE HIGHEST POINT ON
 KK1839'THE HOGBACK.  BEGIN THE 15 MINUTE PACK STRAIGHT EAST TO THE
 KK1839'HIGHEST POINT ON THE ROCK OUTCROP OF THE HOGBACK.
 KK1839'
 KK1839'THE STATION MARK, STAMPED---85 JCMD 1977---, IS A 3-INCH BRONZE
 KK1839'DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK OUTCROP AT THE HIGHEST
 KK1839'POINT IN THE DAKOTA HOGBACK, FOR MORE THAN A MILE IN EITHER
 KK1839'DIRECTION, 9.5 FEET SOUTHEAST OF THE HIGHEST POINT, 4.7 FEET BACK
 KK1839'FROM A CLIFF TO THE WEST, AND 15.5 FEET SOUTH OF A 6-INCH LONE
 KK1839'CEDAR TREE.
 KK1839'
 KK1839'REFERENCE MARK 1, STAMPED---85 JCMD RM 1 1977---, IS A 3-INCH
 KK1839'BRONZE DISK CEMENTED IN A DRILL HOLE IN BEDROCK OUTCROP.  1 FOOT
 KK1839'BACK FROM THE CLIFF TO THE WEST, AND 41.5 FEET SOUTH-SOUTHEAST OF
 KK1839'THE BEFORE MENTIONED HIGHEST POINT.
 KK1839'
 KK1839'REFERENCE MARK 2, STAMPED---85 JCMD RM 2 1977---, IS A 3-INCH
 KK1839'BRONZE DISK CEMENTED IN A DRILL HOLE IN BEDROCK OUTCROP, 1 FOOT
 KK1839'BACK FROM THE CLIFF EDGE, AND 29 FEET NORTH-NORTHWEST OF ANOTHER
 KK1839'LONE CEDAR TREE.
 KK1839'
 KK1839'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0328 ***********************************************************************
 JL0328  DESIGNATION -  8515
 JL0328  PID         -  JL0328
 JL0328  STATE/COUNTY-  CO/HINSDALE
 JL0328  USGS QUAD   -  LAKE CITY (1982)
 JL0328
 JL0328                         *CURRENT SURVEY CONTROL
 JL0328  ___________________________________________________________________
 JL0328* NAD 83(1986)-  38 05 26.     (N)    107 17 31.     (W)     SCALED    
 JL0328* NAVD 88     -      2595.334  (meters)    8514.86   (feet)  ADJUSTED  
 JL0328  ___________________________________________________________________
 JL0328  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 JL0328  DYNAMIC HT  -        2591.775 (meters)    8503.18  (feet)  COMP
 JL0328  MODELED GRAV-     979,165.0   (mgal)                       NAVD 88
 JL0328
 JL0328  VERT ORDER  -  SECOND    CLASS 0
 JL0328
 JL0328.The horizontal coordinates were scaled from a topographic map and have
 JL0328.an estimated accuracy of +/- 6 seconds.
 JL0328
 JL0328.The orthometric height was determined by differential leveling
 JL0328.and adjusted by the National Geodetic Survey in June 1991..
 JL0328
 JL0328.The geoid height was determined by GEOID03.
 JL0328
 JL0328.The dynamic height is computed by dividing the NAVD 88
 JL0328.geopotential number by the normal gravity value computed on the
 JL0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0328.degrees latitude (g = 980.6199 gals.).
 JL0328
 JL0328.The modeled gravity was interpolated from observed gravity values.
 JL0328
 JL0328;                    North         East    Units  Estimated Accuracy
 JL0328;SPC CO S     -   464,340.      757,220.      MT  (+/- 180 meters Scaled)
 JL0328
 JL0328                          SUPERSEDED SURVEY CONTROL
 JL0328
 JL0328  NGVD 29 (??/??/92) 2593.594  (m)         8509.15   (f) ADJ UNCH    2 0
 JL0328
 JL0328.Superseded values are not recommended for survey control.
 JL0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0328.See file dsdata.txt to determine how the superseded data were derived.
 JL0328
 JL0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC990183(NAD 83)
 JL0328_MARKER: DD = SURVEY DISK
 JL0328_SETTING: 80 = SET IN A BOULDER
 JL0328_SP_SET: BOULDER
 JL0328_STAMPING: 8515
 JL0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0328+STABILITY: SURFACE MOTION
 JL0328
 JL0328  HISTORY     - Date     Condition        Report By
 JL0328  HISTORY     - UNK      MONUMENTED       USGS
 JL0328  HISTORY     - 1934     MARK NOT FOUND   NGS
 JL0328
 JL0328                          STATION DESCRIPTION
 JL0328
 JL0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JL0328'5.2 MI N FROM LAKE CITY.
 JL0328'5.2 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD (NOW
 JL0328'ABANDONED) FROM LAKE CITY, HINSDALE COUNTY, 600 FEET SOUTH OF THE
 JL0328'ENTRANCE TO A CANYON, 300 FEET WEST OF LAKE FORK OF GUNNISON RIVER, 51
 JL0328'FEET WEST OF A DEAD PINE TREE USED AS A POLE, 19 FEET WEST OF THE
 JL0328'CENTERLINE OF STATE HIGHWAY 149, 800 FEET WEST OF THE TRACK, IN THE
 JL0328'TOP OF AN 8- BY 4-FOOT BOULDER, AND 4 FEET ABOVE GROUND.  A UNITED
 JL0328'STATES GEOLOGICAL SURVEY DISK, STAMPED 8515.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0771 ***********************************************************************
 KK0771  DESIGNATION -  8523.49
 KK0771  PID         -  KK0771
 KK0771  STATE/COUNTY-  CO/GILPIN
 KK0771  USGS QUAD   -  NEDERLAND (1972)
 KK0771
 KK0771                         *CURRENT SURVEY CONTROL
 KK0771  ___________________________________________________________________
 KK0771* NAD 83(1986)-  39 55 17.     (N)    105 30 15.     (W)     SCALED    
 KK0771* NAVD 88     -      2598.980  (meters)    8526.82   (feet)  ADJUSTED  
 KK0771  ___________________________________________________________________
 KK0771  GEOID HEIGHT-         -13.34  (meters)                     GEOID03
 KK0771  DYNAMIC HT  -        2596.079 (meters)    8517.30  (feet)  COMP
 KK0771  MODELED GRAV-     979,414.9   (mgal)                       NAVD 88
 KK0771
 KK0771  VERT ORDER  -  SECOND    CLASS 0
 KK0771
 KK0771.The horizontal coordinates were scaled from a topographic map and have
 KK0771.an estimated accuracy of +/- 6 seconds.
 KK0771
 KK0771.The orthometric height was determined by differential leveling
 KK0771.and adjusted by the National Geodetic Survey in June 1991..
 KK0771
 KK0771.The geoid height was determined by GEOID03.
 KK0771
 KK0771.The dynamic height is computed by dividing the NAVD 88
 KK0771.geopotential number by the normal gravity value computed on the
 KK0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0771.degrees latitude (g = 980.6199 gals.).
 KK0771
 KK0771.The modeled gravity was interpolated from observed gravity values.
 KK0771
 KK0771;                    North         East    Units  Estimated Accuracy
 KK0771;SPC CO N     -   370,090.      914,050.      MT  (+/- 180 meters Scaled)
 KK0771
 KK0771                          SUPERSEDED SURVEY CONTROL
 KK0771
 KK0771  NGVD 29 (??/??/92) 2597.607  (m)         8522.32   (f) ADJ UNCH    2 0
 KK0771
 KK0771.Superseded values are not recommended for survey control.
 KK0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0771.See file dsdata.txt to determine how the superseded data were derived.
 KK0771
 KK0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE569191(NAD 83)
 KK0771_MARKER: DD = SURVEY DISK
 KK0771_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0771_SP_SET: CULVERT
 KK0771_STAMPING: 8523.49
 KK0771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0771
 KK0771  HISTORY     - Date     Condition        Report By
 KK0771  HISTORY     - UNK      MONUMENTED       BPR
 KK0771  HISTORY     - 1951     GOOD             NGS
 KK0771  HISTORY     - 20011005 MARK NOT FOUND   USPSQD
 KK0771
 KK0771                          STATION DESCRIPTION
 KK0771
 KK0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0771'0.4 MI N FROM ROLLINSVILLE.
 KK0771'0.1 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 KK0771'ROLLINSVILLE, THENCE 0.35 MILE NORTH ALONG STATE HIGHWAY 119, 45
 KK0771'FEET NORTHWEST OF HIGHWAY MARKER 770, 12 FEET NORTHEAST OF THE
 KK0771'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHEAST HEADWALL
 KK0771'OF AN 18 INCH PIPE CULVERT.
 KK0771
 KK0771                          STATION RECOVERY (2001)
 KK0771
 KK0771'RECOVERY NOTE BY US POWER SQUADRON 2001 (WAF)
 KK0771'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0776 ***********************************************************************
 KK0776  DESIGNATION -  8572.58
 KK0776  PID         -  KK0776
 KK0776  STATE/COUNTY-  CO/BOULDER
 KK0776  USGS QUAD   -  NEDERLAND (1972)
 KK0776
 KK0776                         *CURRENT SURVEY CONTROL
 KK0776  ___________________________________________________________________
 KK0776* NAD 83(1986)-  39 57 18.     (N)    105 30 32.     (W)     SCALED    
 KK0776* NAVD 88     -      2614.037  (meters)    8576.22   (feet)  ADJUSTED  
 KK0776  ___________________________________________________________________
 KK0776  GEOID HEIGHT-         -13.31  (meters)                     GEOID03
 KK0776  DYNAMIC HT  -        2611.127 (meters)    8566.67  (feet)  COMP
 KK0776  MODELED GRAV-     979,417.5   (mgal)                       NAVD 88
 KK0776
 KK0776  VERT ORDER  -  SECOND    CLASS 0
 KK0776
 KK0776.The horizontal coordinates were scaled from a topographic map and have
 KK0776.an estimated accuracy of +/- 6 seconds.
 KK0776
 KK0776.The orthometric height was determined by differential leveling
 KK0776.and adjusted by the National Geodetic Survey in June 1991..
 KK0776
 KK0776.The geoid height was determined by GEOID03.
 KK0776
 KK0776.The dynamic height is computed by dividing the NAVD 88
 KK0776.geopotential number by the normal gravity value computed on the
 KK0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0776.degrees latitude (g = 980.6199 gals.).
 KK0776
 KK0776.The modeled gravity was interpolated from observed gravity values.
 KK0776
 KK0776;                    North         East    Units  Estimated Accuracy
 KK0776;SPC CO N     -   373,820.      913,640.      MT  (+/- 180 meters Scaled)
 KK0776
 KK0776                          SUPERSEDED SURVEY CONTROL
 KK0776
 KK0776  NGVD 29 (??/??/92) 2612.667  (m)         8571.73   (f) ADJ UNCH    2 0
 KK0776
 KK0776.Superseded values are not recommended for survey control.
 KK0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0776.See file dsdata.txt to determine how the superseded data were derived.
 KK0776
 KK0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE565228(NAD 83)
 KK0776_MARKER: Q = CHISELED SQUARE
 KK0776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0776_SP_SET: CULVERT
 KK0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0776_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK0776+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2005
 KK0776
 KK0776  HISTORY     - Date     Condition        Report By
 KK0776  HISTORY     - UNK      MONUMENTED       USGS
 KK0776  HISTORY     - 1951     GOOD             NGS
 KK0776  HISTORY     - 19950905 GOOD             USPSQD
 KK0776  HISTORY     - 20010331 GOOD             NGS
 KK0776  HISTORY     - 20050917 GOOD             USPSQD
 KK0776
 KK0776                          STATION DESCRIPTION
 KK0776
 KK0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0776'1.6 MI S FROM NEDERLAND.
 KK0776'1.6 MILES SOUTH ALONG STATE HIGHWAY 119 FROM ITS JUNCTION WITH
 KK0776'STATE HIGHWAY 160 AT NEDERLAND, 13 FEET NORTHEAST OF THE CENTER
 KK0776'LINE OF THE HIGHWAY, A CHISELED SQUARE IN THE TOP OF THE NORTHEAST
 KK0776'HEADWALL OF AN 18 INCH PIPE CULVERT, 0.6 MILE NORTH OF BENCH MARK
 KK0776'8613.37 (U.S.B.P.R.).
 KK0776
 KK0776                          STATION RECOVERY (1995)
 KK0776
 KK0776'RECOVERY NOTE BY US POWER SQUADRON 1995
 KK0776'RECOVERED IN GOOD CONDITION.
 KK0776
 KK0776                          STATION RECOVERY (2001)
 KK0776
 KK0776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KK0776'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KK0776
 KK0776                          STATION RECOVERY (2005)
 KK0776
 KK0776'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 KK0776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0138 ***********************************************************************
 LM0138  DESIGNATION -  8580.70
 LM0138  PID         -  LM0138
 LM0138  STATE/COUNTY-  CO/GRAND
 LM0138  USGS QUAD   -  RADIAL MOUNTAIN (1956)
 LM0138
 LM0138                         *CURRENT SURVEY CONTROL
 LM0138  ___________________________________________________________________
 LM0138* NAD 83(1986)-  40 17 01.     (N)    106 04 59.     (W)     SCALED    
 LM0138* NAVD 88     -      2653.392  (meters)    8705.34   (feet)  ADJUSTED  
 LM0138  ___________________________________________________________________
 LM0138  GEOID HEIGHT-         -12.13  (meters)                     GEOID03
 LM0138  DYNAMIC HT  -        2650.381 (meters)    8695.46  (feet)  COMP
 LM0138  MODELED GRAV-     979,394.7   (mgal)                       NAVD 88
 LM0138
 LM0138  VERT ORDER  -  SECOND    CLASS 0
 LM0138
 LM0138.The horizontal coordinates were scaled from a topographic map and have
 LM0138.an estimated accuracy of +/- 6 seconds.
 LM0138
 LM0138.The orthometric height was determined by differential leveling
 LM0138.and adjusted by the National Geodetic Survey in June 1991..
 LM0138
 LM0138.The geoid height was determined by GEOID03.
 LM0138
 LM0138.The dynamic height is computed by dividing the NAVD 88
 LM0138.geopotential number by the normal gravity value computed on the
 LM0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0138.degrees latitude (g = 980.6199 gals.).
 LM0138
 LM0138.The modeled gravity was interpolated from observed gravity values.
 LM0138
 LM0138;                    North         East    Units  Estimated Accuracy
 LM0138;SPC CO N     -   410,470.      864,820.      MT  (+/- 180 meters Scaled)
 LM0138
 LM0138                          SUPERSEDED SURVEY CONTROL
 LM0138
 LM0138  NGVD 29 (??/??/92) 2651.900  (m)         8700.44   (f) ADJ UNCH    2 0
 LM0138
 LM0138.Superseded values are not recommended for survey control.
 LM0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0138.See file dsdata.txt to determine how the superseded data were derived.
 LM0138
 LM0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE079597(NAD 83)
 LM0138_MARKER: DD = SURVEY DISK
 LM0138_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0138_SP_SET: CULVERT
 LM0138_STAMPING: 8580.70
 LM0138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0138
 LM0138  HISTORY     - Date     Condition        Report By
 LM0138  HISTORY     - UNK      MONUMENTED       BPR
 LM0138  HISTORY     - 1954     MARK NOT FOUND   NGS
 LM0138
 LM0138                          STATION DESCRIPTION
 LM0138
 LM0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LM0138'17.3 MI S FROM RAND.
 LM0138'IN GRAND COUNTY, ABOUT 17.3 MILES SOUTH ALONG STATE HIGHWAY 125 FROM
 LM0138'RAND, JACKSON COUNTY, ABOUT 7.0 MILES SOUTH OF WILLOW CREEK PASS,
 LM0138'ABOUT 100 FEET SOUTH OF HIGHWAY MARKER 370, AT A MASONRY CULVERT, IN
 LM0138'THE CENTER OF THE TOP OF THE WEST HEAD WALL, AND 15 FEET WEST OF THE
 LM0138'CENTER LINE OF THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS
 LM0138'STANDARD DISK, STAMPED 8580.70.  NOTE-- IT MAY HAVE BEEN DESTROYED
 LM0138'WHEN THE ROAD WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0773 ***********************************************************************
 KK0773  DESIGNATION -  8581.3
 KK0773  PID         -  KK0773
 KK0773  STATE/COUNTY-  CO/GILPIN
 KK0773  USGS QUAD   -  NEDERLAND (1972)
 KK0773
 KK0773                         *CURRENT SURVEY CONTROL
 KK0773  ___________________________________________________________________
 KK0773* NAD 83(1986)-  39 55 56.     (N)    105 30 04.     (W)     SCALED    
 KK0773* NAVD 88     -      2616.630  (meters)    8584.73   (feet)  ADJUSTED  
 KK0773  ___________________________________________________________________
 KK0773  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 KK0773  DYNAMIC HT  -        2613.712 (meters)    8575.15  (feet)  COMP
 KK0773  MODELED GRAV-     979,415.3   (mgal)                       NAVD 88
 KK0773
 KK0773  VERT ORDER  -  SECOND    CLASS 0
 KK0773
 KK0773.The horizontal coordinates were scaled from a topographic map and have
 KK0773.an estimated accuracy of +/- 6 seconds.
 KK0773
 KK0773.The orthometric height was determined by differential leveling
 KK0773.and adjusted by the National Geodetic Survey in June 1991..
 KK0773
 KK0773.The geoid height was determined by GEOID03.
 KK0773
 KK0773.The dynamic height is computed by dividing the NAVD 88
 KK0773.geopotential number by the normal gravity value computed on the
 KK0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0773.degrees latitude (g = 980.6199 gals.).
 KK0773
 KK0773.The modeled gravity was interpolated from observed gravity values.
 KK0773
 KK0773;                    North         East    Units  Estimated Accuracy
 KK0773;SPC CO N     -   371,300.      914,310.      MT  (+/- 180 meters Scaled)
 KK0773
 KK0773                          SUPERSEDED SURVEY CONTROL
 KK0773
 KK0773  NGVD 29 (??/??/92) 2615.259  (m)         8580.23   (f) ADJ UNCH    2 0
 KK0773
 KK0773.Superseded values are not recommended for survey control.
 KK0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0773.See file dsdata.txt to determine how the superseded data were derived.
 KK0773
 KK0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE571203(NAD 83)
 KK0773_MARKER: Q = CHISELED SQUARE
 KK0773_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0773_SP_SET: CULVERT
 KK0773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0773
 KK0773  HISTORY     - Date     Condition        Report By
 KK0773  HISTORY     - UNK      MONUMENTED       CGS
 KK0773  HISTORY     - 1951     GOOD             NGS
 KK0773  HISTORY     - 20011005 MARK NOT FOUND   USPSQD
 KK0773
 KK0773                          STATION DESCRIPTION
 KK0773
 KK0773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0773'1.2 MI N FROM ROLLINSVILLE.
 KK0773'0.1 MILE NORTHWEST ALONG A GRAVELED STREET FROM THE POST OFFICE AT
 KK0773'ROLLINSVILLE, THENCE 1.1 MILES NORTH ALONG STATE HIGHWAY 119, 150
 KK0773'FEET EAST OF THE EAST EDGE OF A SMALL POND, 15 FEET WEST OF THE
 KK0773'CENTER LINE OF THE HIGHWAY, AT THE GILPIN AND BOULDER COUNTY LINE,
 KK0773'A CHISELED SQUARE IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL
 KK0773'OF A 6X8 FOOT CONCRETE CULVERT.
 KK0773
 KK0773                          STATION RECOVERY (2001)
 KK0773
 KK0773'RECOVERY NOTE BY US POWER SQUADRON 2001 (WAF)
 KK0773'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0237 ***********************************************************************
 JL0237  DESIGNATION -  8585.5
 JL0237  PID         -  JL0237
 JL0237  STATE/COUNTY-  CO/GUNNISON
 JL0237  USGS QUAD   -  CRESTED BUTTE (1961)
 JL0237
 JL0237                         *CURRENT SURVEY CONTROL
 JL0237  ___________________________________________________________________
 JL0237* NAD 83(1986)-  38 48 15.     (N)    106 53 27.     (W)     SCALED    
 JL0237* NAVD 88     -      2618.053  (meters)    8589.40   (feet)  ADJUSTED  
 JL0237  ___________________________________________________________________
 JL0237  GEOID HEIGHT-         -13.98  (meters)                     GEOID03
 JL0237  DYNAMIC HT  -        2614.642 (meters)    8578.20  (feet)  COMP
 JL0237  MODELED GRAV-     979,231.3   (mgal)                       NAVD 88
 JL0237
 JL0237  VERT ORDER  -  SECOND    CLASS 0
 JL0237
 JL0237.The horizontal coordinates were scaled from a topographic map and have
 JL0237.an estimated accuracy of +/- 6 seconds.
 JL0237
 JL0237.The orthometric height was determined by differential leveling
 JL0237.and adjusted by the National Geodetic Survey in June 1991..
 JL0237
 JL0237.The geoid height was determined by GEOID03.
 JL0237
 JL0237.The dynamic height is computed by dividing the NAVD 88
 JL0237.geopotential number by the normal gravity value computed on the
 JL0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0237.degrees latitude (g = 980.6199 gals.).
 JL0237
 JL0237.The modeled gravity was interpolated from observed gravity values.
 JL0237
 JL0237;                    North         East    Units  Estimated Accuracy
 JL0237;SPC CO C     -   413,500.      793,600.      MT  (+/- 180 meters Scaled)
 JL0237
 JL0237                          SUPERSEDED SURVEY CONTROL
 JL0237
 JL0237  NGVD 29 (??/??/92) 2616.258  (m)         8583.51   (f) ADJ UNCH    2 0
 JL0237
 JL0237.Superseded values are not recommended for survey control.
 JL0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0237.See file dsdata.txt to determine how the superseded data were derived.
 JL0237
 JL0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC358967(NAD 83)
 JL0237_MARKER: Q = CHISELED SQUARE
 JL0237_SETTING: 80 = SET IN A BOULDER
 JL0237_SP_SET: BOULDER
 JL0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0237+STABILITY: SURFACE MOTION
 JL0237
 JL0237  HISTORY     - Date     Condition        Report By
 JL0237  HISTORY     - UNK      MONUMENTED       USGS
 JL0237  HISTORY     - 1938     GOOD             NGS
 JL0237
 JL0237                          STATION DESCRIPTION
 JL0237
 JL0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JL0237'5.8 MI N FROM JACKS CABIN.
 JL0237'5.8 MILES NORTH ALONG STATE HIGHWAY 135 FROM JACKS CABIN, AT A JOG IN
 JL0237'A FENCE, NORTHEAST OF THE CROSSING OF THE DENVER AND RIO GRANDE
 JL0237'WESTERN RAILROAD, ABOUT 320 FEET NORTH OF THE FORKS OF THE ROAD
 JL0237'LEADING EAST UP CEMENT CREEK, AND ON THE TOP OF A PROMINENT BOULDER
 JL0237'MARKED USBM 8585.5.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0772 ***********************************************************************
 KK0772  DESIGNATION -  8594.8
 KK0772  PID         -  KK0772
 KK0772  STATE/COUNTY-  CO/GILPIN
 KK0772  USGS QUAD   -  NEDERLAND (1972)
 KK0772
 KK0772                         *CURRENT SURVEY CONTROL
 KK0772  ___________________________________________________________________
 KK0772* NAD 83(1986)-  39 55 39.     (N)    105 30 09.     (W)     SCALED    
 KK0772* NAVD 88     -      2620.748  (meters)    8598.24   (feet)  ADJUSTED  
 KK0772  ___________________________________________________________________
 KK0772  GEOID HEIGHT-         -13.36  (meters)                     GEOID03
 KK0772  DYNAMIC HT  -        2617.825 (meters)    8588.65  (feet)  COMP
 KK0772  MODELED GRAV-     979,415.0   (mgal)                       NAVD 88
 KK0772
 KK0772  VERT ORDER  -  SECOND    CLASS 0
 KK0772
 KK0772.The horizontal coordinates were scaled from a topographic map and have
 KK0772.an estimated accuracy of +/- 6 seconds.
 KK0772
 KK0772.The orthometric height was determined by differential leveling
 KK0772.and adjusted by the National Geodetic Survey in June 1991..
 KK0772
 KK0772.The geoid height was determined by GEOID03.
 KK0772
 KK0772.The dynamic height is computed by dividing the NAVD 88
 KK0772.geopotential number by the normal gravity value computed on the
 KK0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0772.degrees latitude (g = 980.6199 gals.).
 KK0772
 KK0772.The modeled gravity was interpolated from observed gravity values.
 KK0772
 KK0772;                    North         East    Units  Estimated Accuracy
 KK0772;SPC CO N     -   370,770.      914,190.      MT  (+/- 180 meters Scaled)
 KK0772
 KK0772                          SUPERSEDED SURVEY CONTROL
 KK0772
 KK0772  NGVD 29 (??/??/92) 2619.376  (m)         8593.74   (f) ADJ UNCH    2 0
 KK0772
 KK0772.Superseded values are not recommended for survey control.
 KK0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0772.See file dsdata.txt to determine how the superseded data were derived.
 KK0772
 KK0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE570198(NAD 83)
 KK0772_MARKER: Q = CHISELED SQUARE
 KK0772_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0772_SP_SET: CULVERT
 KK0772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0772
 KK0772  HISTORY     - Date     Condition        Report By
 KK0772  HISTORY     - UNK      MONUMENTED       CGS
 KK0772  HISTORY     - 1951     GOOD             NGS
 KK0772  HISTORY     - 20011005 MARK NOT FOUND   USPSQD
 KK0772
 KK0772                          STATION DESCRIPTION
 KK0772
 KK0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0772'0.9 MI N FROM ROLLINSVILLE.
 KK0772'0.1 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 KK0772'ROLLINSVILLE, THENCE 0.8 MILE NORTH ALONG STATE HIGHWAY 119, 400
 KK0772'FEET SOUTH OF THE SOUTHWEST END OF A CURVE IN THE HIGHWAY, 13 FEET
 KK0772'WEST OF THE CENTER LINE OF THE HIGHWAY, A CHISELED SQUARE IN THE
 KK0772'TOP OF THE NORTH END OF THE WEST HEADWALL OF AN 18 INCH PIPE CULVERT.
 KK0772
 KK0772                          STATION RECOVERY (2001)
 KK0772
 KK0772'RECOVERY NOTE BY US POWER SQUADRON 2001 (WAF)
 KK0772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0785 ***********************************************************************
 KK0785  DESIGNATION -  8603.2
 KK0785  PID         -  KK0785
 KK0785  STATE/COUNTY-  CO/PARK
 KK0785  USGS QUAD   -  MC CURDY MOUNTAIN (1984)
 KK0785
 KK0785                         *CURRENT SURVEY CONTROL
 KK0785  ___________________________________________________________________
 KK0785* NAD 83(1986)-  39 08 18.     (N)    105 28 03.     (W)     SCALED    
 KK0785* NAVD 88     -      2622.84   (+/-2cm)    8605.1    (feet)  VERTCON   
 KK0785  ___________________________________________________________________
 KK0785  GEOID HEIGHT-         -13.51  (meters)                     GEOID03
 KK0785
 KK0785  VERT ORDER  -  ? (See Below)
 KK0785
 KK0785.The horizontal coordinates were scaled from a topographic map and have
 KK0785.an estimated accuracy of +/- 6 seconds.
 KK0785
 KK0785.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK0785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK0785.The vertical order pertains to the NGVD 29 superseded value.
 KK0785
 KK0785.The geoid height was determined by GEOID03.
 KK0785
 KK0785;                    North         East    Units  Estimated Accuracy
 KK0785;SPC CO C     -   449,670.      917,210.      MT  (+/- 180 meters Scaled)
 KK0785
 KK0785                          SUPERSEDED SURVEY CONTROL
 KK0785
 KK0785  NGVD 29 (??/??/92) 2621.440  (m)         8600.51   (f) ADJ UNCH    ?  
 KK0785
 KK0785.Superseded values are not recommended for survey control.
 KK0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0785.See file dsdata.txt to determine how the superseded data were derived.
 KK0785
 KK0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD595322(NAD 83)
 KK0785_MARKER: N = NAIL
 KK0785_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0785_SP_SET: TREE ROOT
 KK0785_STAMPING: USBM 8603.2
 KK0785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0785
 KK0785  HISTORY     - Date     Condition        Report By
 KK0785  HISTORY     - UNK      MONUMENTED       USGS
 KK0785  HISTORY     - 1934     GOOD             NGS
 KK0785
 KK0785                          STATION DESCRIPTION
 KK0785
 KK0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KK0785'14.8 MI NW FROM LAKE GEORGE.
 KK0785'14.8 MILES NORTHWEST ALONG STATE HIGHWAY 77 FROM LAKE GEORGE,
 KK0785'PARK COUNTY, 1.8 MILES NORTHWEST OF TARRYALL, 200 FEET NORTH OF
 KK0785'THE TOP OF A RIDGE ABOVE AN ABANDONED RANCH HOUSE, ON THE EAST
 KK0785'ROOT OF A PINE TREE, AND 30 FEET WEST OF THE CENTERLINE OF THE
 KK0785'HIGHWAY.  A COPPER NAIL AND WASHER, MARKED USBM 8603.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0236 ***********************************************************************
 JL0236  DESIGNATION -  8604.6
 JL0236  PID         -  JL0236
 JL0236  STATE/COUNTY-  CO/GUNNISON
 JL0236  USGS QUAD   -  CRESTED BUTTE (1961)
 JL0236
 JL0236                         *CURRENT SURVEY CONTROL
 JL0236  ___________________________________________________________________
 JL0236* NAD 83(1986)-  38 48 52.     (N)    106 54 18.     (W)     SCALED    
 JL0236* NAVD 88     -      2623.868  (meters)    8608.47   (feet)  ADJUSTED  
 JL0236  ___________________________________________________________________
 JL0236  GEOID HEIGHT-         -14.00  (meters)                     GEOID03
 JL0236  DYNAMIC HT  -        2620.475 (meters)    8597.34  (feet)  COMP
 JL0236  MODELED GRAV-     979,240.6   (mgal)                       NAVD 88
 JL0236
 JL0236  VERT ORDER  -  SECOND    CLASS 0
 JL0236
 JL0236.The horizontal coordinates were scaled from a topographic map and have
 JL0236.an estimated accuracy of +/- 6 seconds.
 JL0236
 JL0236.The orthometric height was determined by differential leveling
 JL0236.and adjusted by the National Geodetic Survey in June 1991..
 JL0236
 JL0236.The geoid height was determined by GEOID03.
 JL0236
 JL0236.The dynamic height is computed by dividing the NAVD 88
 JL0236.geopotential number by the normal gravity value computed on the
 JL0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0236.degrees latitude (g = 980.6199 gals.).
 JL0236
 JL0236.The modeled gravity was interpolated from observed gravity values.
 JL0236
 JL0236;                    North         East    Units  Estimated Accuracy
 JL0236;SPC CO C     -   414,650.      792,390.      MT  (+/- 180 meters Scaled)
 JL0236
 JL0236                          SUPERSEDED SURVEY CONTROL
 JL0236
 JL0236  NGVD 29 (??/??/92) 2622.096  (m)         8602.66   (f) ADJ UNCH    2 0
 JL0236
 JL0236.Superseded values are not recommended for survey control.
 JL0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0236.See file dsdata.txt to determine how the superseded data were derived.
 JL0236
 JL0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC346979(NAD 83)
 JL0236_MARKER: Q = CHISELED SQUARE
 JL0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JL0236_SP_SET: ABUTMENT
 JL0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0236
 JL0236  HISTORY     - Date     Condition        Report By
 JL0236  HISTORY     - UNK      MONUMENTED       USGS
 JL0236  HISTORY     - 1938     GOOD             NGS
 JL0236
 JL0236                          STATION DESCRIPTION
 JL0236
 JL0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JL0236'6.9 MI N FROM JACKS CABIN.
 JL0236'6.9 MILES NORTH ALONG STATE HIGHWAY 135 FROM JACKS CABIN, AT THE
 JL0236'BRIDGE OVER EAST RIVER, AND IN THE TOP OF THE NORHTWEST ABUTMENT
 JL0236'MARKED USBM 8604.6.  A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0775 ***********************************************************************
 KK0775  DESIGNATION -  8613.37
 KK0775  PID         -  KK0775
 KK0775  STATE/COUNTY-  CO/BOULDER
 KK0775  USGS QUAD   -  NEDERLAND (1972)
 KK0775
 KK0775                         *CURRENT SURVEY CONTROL
 KK0775  ___________________________________________________________________
 KK0775* NAD 83(1986)-  39 56 52.     (N)    105 30 08.     (W)     SCALED    
 KK0775* NAVD 88     -      2626.348  (meters)    8616.61   (feet)  ADJUSTED  
 KK0775  ___________________________________________________________________
 KK0775  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 KK0775  DYNAMIC HT  -        2623.423 (meters)    8607.01  (feet)  COMP
 KK0775  MODELED GRAV-     979,416.7   (mgal)                       NAVD 88
 KK0775
 KK0775  VERT ORDER  -  SECOND    CLASS 0
 KK0775
 KK0775.The horizontal coordinates were scaled from a topographic map and have
 KK0775.an estimated accuracy of +/- 6 seconds.
 KK0775
 KK0775.The orthometric height was determined by differential leveling
 KK0775.and adjusted by the National Geodetic Survey in June 1991..
 KK0775
 KK0775.The geoid height was determined by GEOID03.
 KK0775
 KK0775.The dynamic height is computed by dividing the NAVD 88
 KK0775.geopotential number by the normal gravity value computed on the
 KK0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0775.degrees latitude (g = 980.6199 gals.).
 KK0775
 KK0775.The modeled gravity was interpolated from observed gravity values.
 KK0775
 KK0775;                    North         East    Units  Estimated Accuracy
 KK0775;SPC CO N     -   373,020.      914,210.      MT  (+/- 180 meters Scaled)
 KK0775
 KK0775                          SUPERSEDED SURVEY CONTROL
 KK0775
 KK0775  NGVD 29 (??/??/92) 2624.978  (m)         8612.12   (f) ADJ UNCH    2 0
 KK0775
 KK0775.Superseded values are not recommended for survey control.
 KK0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0775.See file dsdata.txt to determine how the superseded data were derived.
 KK0775
 KK0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE570220(NAD 83)
 KK0775_MARKER: DD = SURVEY DISK
 KK0775_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0775_SP_SET: CULVERT
 KK0775_STAMPING: 8613.37
 KK0775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0775
 KK0775  HISTORY     - Date     Condition        Report By
 KK0775  HISTORY     - UNK      MONUMENTED       BPR
 KK0775  HISTORY     - 1951     GOOD             NGS
 KK0775  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 KK0775  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KK0775  HISTORY     - 20020914 MARK NOT FOUND   USPSQD
 KK0775  HISTORY     - 20050917 MARK NOT FOUND   USPSQD
 KK0775
 KK0775                          STATION DESCRIPTION
 KK0775
 KK0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0775'2.3 MI N FROM ROLLINSVILLE.
 KK0775'0.1 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 KK0775'ROLLINSVILLE, THENCE 2.7 MILES NORTH ALONG STATE HIGHWAY 119, 12
 KK0775'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 KK0775'OF THE SOUTHWEST HEADWALL OF AN 18 INCH PIPE CULVERT, 0.6 MILE
 KK0775'SOUTH OF BENCH MARK 8572.58 (U.S.G.S.).
 KK0775
 KK0775                          STATION RECOVERY (1995)
 KK0775
 KK0775'RECOVERY NOTE BY US POWER SQUADRON 1995
 KK0775'MARK NOT FOUND.
 KK0775
 KK0775                          STATION RECOVERY (2001)
 KK0775
 KK0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KK0775'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KK0775
 KK0775                          STATION RECOVERY (2002)
 KK0775
 KK0775'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 KK0775'MARK NOT FOUND.
 KK0775
 KK0775                          STATION RECOVERY (2005)
 KK0775
 KK0775'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 KK0775'STATE HIGHWAY 119 HAS BEEN WIDENED.  THE 18 INCH CULVERT HAS BEEN
 KK0775'EXTENDED AND DOES NOT HAVE HEADWALLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0321 ***********************************************************************
 JL0321  DESIGNATION -  8663
 JL0321  PID         -  JL0321
 JL0321  STATE/COUNTY-  CO/HINSDALE
 JL0321  USGS QUAD   -  LAKE CITY (1982)
 JL0321
 JL0321                         *CURRENT SURVEY CONTROL
 JL0321  ___________________________________________________________________
 JL0321* NAD 83(1986)-  38 01 58.     (N)    107 18 53.     (W)     SCALED    
 JL0321* NAVD 88     -      2640.592  (meters)    8663.34   (feet)  ADJUSTED  
 JL0321  ___________________________________________________________________
 JL0321  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 JL0321  DYNAMIC HT  -        2636.937 (meters)    8651.35  (feet)  COMP
 JL0321  MODELED GRAV-     979,150.4   (mgal)                       NAVD 88
 JL0321
 JL0321  VERT ORDER  -  SECOND    CLASS 0
 JL0321
 JL0321.The horizontal coordinates were scaled from a topographic map and have
 JL0321.an estimated accuracy of +/- 6 seconds.
 JL0321
 JL0321.The orthometric height was determined by differential leveling
 JL0321.and adjusted by the National Geodetic Survey in June 1991..
 JL0321
 JL0321.The geoid height was determined by GEOID03.
 JL0321
 JL0321.The dynamic height is computed by dividing the NAVD 88
 JL0321.geopotential number by the normal gravity value computed on the
 JL0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0321.degrees latitude (g = 980.6199 gals.).
 JL0321
 JL0321.The modeled gravity was interpolated from observed gravity values.
 JL0321
 JL0321;                    North         East    Units  Estimated Accuracy
 JL0321;SPC CO S     -   457,970.      755,100.      MT  (+/- 180 meters Scaled)
 JL0321
 JL0321                          SUPERSEDED SURVEY CONTROL
 JL0321
 JL0321  NGVD 29 (??/??/92) 2638.843  (m)         8657.60   (f) ADJ UNCH    2 0
 JL0321
 JL0321.Superseded values are not recommended for survey control.
 JL0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0321.See file dsdata.txt to determine how the superseded data were derived.
 JL0321
 JL0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC968119(NAD 83)
 JL0321_MARKER: P = PIPE CAP
 JL0321_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JL0321_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JL0321_STAMPING: 8663 OURAY
 JL0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JL0321
 JL0321  HISTORY     - Date     Condition        Report By
 JL0321  HISTORY     - UNK      MONUMENTED       USGS
 JL0321  HISTORY     - 1934     GOOD             NGS
 JL0321
 JL0321                          STATION DESCRIPTION
 JL0321
 JL0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JL0321'IN LAKE CITY.
 JL0321'AT LAKE CITY, HINSDALE COUNTY, AT THE SCHOOL, 125 FEET NORTHWEST OF
 JL0321'THE NORTHWEST SIDE OF THE MAIN ENTRANCE DOOR, IN THE SOUTHWEST CORNER
 JL0321'OF THE SCHOOLYARD, 108 FEET WEST OF THE WEST CORNER OF THE BUILDING,
 JL0321'AND 4 FEET NORTHEAST OF A LARGE TREE.  A UNITED STATES GEOLOGICAL
 JL0321'SURVEY STANDARD CAP, STAMPED 8663 OURAY AND RIVETED ON THE TOP OF A
 JL0321'3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0322 ***********************************************************************
 JL0322  DESIGNATION -  8681
 JL0322  PID         -  JL0322
 JL0322  STATE/COUNTY-  CO/HINSDALE
 JL0322  USGS QUAD   -  LAKE CITY (1982)
 JL0322
 JL0322                         *CURRENT SURVEY CONTROL
 JL0322  ___________________________________________________________________
 JL0322* NAD 83(1986)-  38 01 43.     (N)    107 18 57.     (W)     SCALED    
 JL0322* NAVD 88     -      2646.004  (meters)    8681.10   (feet)  ADJUSTED  
 JL0322  ___________________________________________________________________
 JL0322  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 JL0322  DYNAMIC HT  -        2642.343 (meters)    8669.09  (feet)  COMP
 JL0322  MODELED GRAV-     979,150.7   (mgal)                       NAVD 88
 JL0322
 JL0322  VERT ORDER  -  SECOND    CLASS 0
 JL0322
 JL0322.The horizontal coordinates were scaled from a topographic map and have
 JL0322.an estimated accuracy of +/- 6 seconds.
 JL0322
 JL0322.The orthometric height was determined by differential leveling
 JL0322.and adjusted by the National Geodetic Survey in June 1991..
 JL0322
 JL0322.The geoid height was determined by GEOID03.
 JL0322
 JL0322.The dynamic height is computed by dividing the NAVD 88
 JL0322.geopotential number by the normal gravity value computed on the
 JL0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0322.degrees latitude (g = 980.6199 gals.).
 JL0322
 JL0322.The modeled gravity was interpolated from observed gravity values.
 JL0322
 JL0322;                    North         East    Units  Estimated Accuracy
 JL0322;SPC CO S     -   457,510.      754,990.      MT  (+/- 180 meters Scaled)
 JL0322
 JL0322                          SUPERSEDED SURVEY CONTROL
 JL0322
 JL0322  NGVD 29 (??/??/92) 2644.256  (m)         8675.36   (f) ADJ UNCH    2 0
 JL0322
 JL0322.Superseded values are not recommended for survey control.
 JL0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0322.See file dsdata.txt to determine how the superseded data were derived.
 JL0322
 JL0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC967115(NAD 83)
 JL0322_MARKER: DD = SURVEY DISK
 JL0322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JL0322_SP_SET: PILLAR
 JL0322_STAMPING: 8681 OURAY
 JL0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JL0322
 JL0322  HISTORY     - Date     Condition        Report By
 JL0322  HISTORY     - UNK      MONUMENTED       USGS
 JL0322  HISTORY     - 1934     GOOD             NGS
 JL0322
 JL0322                          STATION DESCRIPTION
 JL0322
 JL0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JL0322'IN LAKE CITY.
 JL0322'AT LAKE CITY, HINSDALE COUNTY, AT THE LAKE CITY HOTEL, 47 FEET WEST OF
 JL0322'THE CENTERLINE OF MAIN STREET, 21 FEET SOUTHWEST OF A FIRE HYDRANT, 4
 JL0322'FEET NORTH OF THE CENTERLINE OF THE ENTRANCE DOOR, IN A CONCRETE
 JL0322'PILLAR, AND 2 FEET ABOVE GROUND.  A UNITED STATES GEOLOGICAL SURVEY
 JL0322'STANDARD DISK, STAMPED 8681 OURAY AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0126 ***********************************************************************
 HL0126  DESIGNATION -  8682
 HL0126  PID         -  HL0126
 HL0126  STATE/COUNTY-  CO/MINERAL
 HL0126  USGS QUAD   -  CREEDE (1986)
 HL0126
 HL0126                         *CURRENT SURVEY CONTROL
 HL0126  ___________________________________________________________________
 HL0126* NAD 83(1986)-  37 49 25.     (N)    106 56 28.     (W)     SCALED    
 HL0126* NAVD 88     -      2646.359  (meters)    8682.26   (feet)  ADJUSTED  
 HL0126  ___________________________________________________________________
 HL0126  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 HL0126  DYNAMIC HT  -        2642.669 (meters)    8670.16  (feet)  COMP
 HL0126  MODELED GRAV-     979,140.5   (mgal)                       NAVD 88
 HL0126
 HL0126  VERT ORDER  -  SECOND    CLASS 0
 HL0126
 HL0126.The horizontal coordinates were scaled from a topographic map and have
 HL0126.an estimated accuracy of +/- 6 seconds.
 HL0126
 HL0126.The orthometric height was determined by differential leveling
 HL0126.and adjusted by the National Geodetic Survey in June 1991..
 HL0126
 HL0126.The geoid height was determined by GEOID03.
 HL0126
 HL0126.The dynamic height is computed by dividing the NAVD 88
 HL0126.geopotential number by the normal gravity value computed on the
 HL0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0126.degrees latitude (g = 980.6199 gals.).
 HL0126
 HL0126.The modeled gravity was interpolated from observed gravity values.
 HL0126
 HL0126;                    North         East    Units  Estimated Accuracy
 HL0126;SPC CO S     -   434,180.      787,540.      MT  (+/- 180 meters Scaled)
 HL0126
 HL0126                          SUPERSEDED SURVEY CONTROL
 HL0126
 HL0126  NGVD 29 (??/??/92) 2644.692  (m)         8676.79   (f) ADJ UNCH    2 0
 HL0126
 HL0126.Superseded values are not recommended for survey control.
 HL0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0126.See file dsdata.txt to determine how the superseded data were derived.
 HL0126
 HL0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB291880(NAD 83)
 HL0126_MARKER: P = PIPE CAP
 HL0126_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HL0126_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HL0126_STAMPING: 8682
 HL0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0126
 HL0126  HISTORY     - Date     Condition        Report By
 HL0126  HISTORY     - UNK      MONUMENTED       USGS
 HL0126  HISTORY     - 1934     GOOD             NGS
 HL0126
 HL0126                          STATION DESCRIPTION
 HL0126
 HL0126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HL0126'3.5 MI S FROM CREEDE.
 HL0126'3.5 MILES SOUTH ALONG STATE HIGHWAY 149 FROM THE DENVER AND RIO GRANDE
 HL0126'WESTERN RAILROAD STATION AT CREEDE, MINERAL COUNTY, 200 YARDS NORTH OF
 HL0126'THE BRUNS DAIRY, 400 FEET WEST OF THE ROAD LEADING TO ANTLERS PARK,
 HL0126'120 FEET NORTHEAST OF THE NORTH END OF A CULVERT, 90 FEET NORTHWEST OF
 HL0126'A FENCE CORNER, 65 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 50
 HL0126'FEET NORTH OF A FENCE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 HL0126'CAP, STAMPED 8682 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0142 ***********************************************************************
 LM0142  DESIGNATION -  8691.89
 LM0142  PID         -  LM0142
 LM0142  STATE/COUNTY-  CO/GRAND
 LM0142  USGS QUAD   -  RADIAL MOUNTAIN (1956)
 LM0142
 LM0142                         *CURRENT SURVEY CONTROL
 LM0142  ___________________________________________________________________
 LM0142* NAD 83(1986)-  40 18 14.     (N)    106 03 58.     (W)     SCALED    
 LM0142* NAVD 88     -      2687.315  (meters)    8816.63   (feet)  ADJUSTED  
 LM0142  ___________________________________________________________________
 LM0142  GEOID HEIGHT-         -12.05  (meters)                     GEOID03
 LM0142  DYNAMIC HT  -        2684.260 (meters)    8806.61  (feet)  COMP
 LM0142  MODELED GRAV-     979,391.3   (mgal)                       NAVD 88
 LM0142
 LM0142  VERT ORDER  -  SECOND    CLASS 0
 LM0142
 LM0142.The horizontal coordinates were scaled from a topographic map and have
 LM0142.an estimated accuracy of +/- 6 seconds.
 LM0142
 LM0142.The orthometric height was determined by differential leveling
 LM0142.and adjusted by the National Geodetic Survey in June 1991..
 LM0142
 LM0142.The geoid height was determined by GEOID03.
 LM0142
 LM0142.The dynamic height is computed by dividing the NAVD 88
 LM0142.geopotential number by the normal gravity value computed on the
 LM0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0142.degrees latitude (g = 980.6199 gals.).
 LM0142
 LM0142.The modeled gravity was interpolated from observed gravity values.
 LM0142
 LM0142;                    North         East    Units  Estimated Accuracy
 LM0142;SPC CO N     -   412,720.      866,280.      MT  (+/- 180 meters Scaled)
 LM0142
 LM0142                          SUPERSEDED SURVEY CONTROL
 LM0142
 LM0142  NGVD 29 (??/??/92) 2685.812  (m)         8811.70   (f) ADJ UNCH    2 0
 LM0142
 LM0142.Superseded values are not recommended for survey control.
 LM0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0142.See file dsdata.txt to determine how the superseded data were derived.
 LM0142
 LM0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE094620(NAD 83)
 LM0142_MARKER: DD = SURVEY DISK
 LM0142_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0142_SP_SET: CULVERT
 LM0142_STAMPING: 8691.89
 LM0142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0142
 LM0142  HISTORY     - Date     Condition        Report By
 LM0142  HISTORY     - UNK      MONUMENTED       BPR
 LM0142  HISTORY     - 1954     MARK NOT FOUND   NGS
 LM0142
 LM0142                          STATION DESCRIPTION
 LM0142
 LM0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LM0142'15.5 MI S FROM RAND.
 LM0142'IN GRAND COUNTY, ABOUT 15.5 MILES SOUTH ALONG STATE HIGHWAY 125 FROM
 LM0142'RAND, JACKSON COUNTY, ABOUT 5.3 MILES SOUTH OF WILLOW CREEK PASS,
 LM0142'ABOUT 450 FEET NORTHEAST OF HIGHWAY MARKER 280, AT A MASONRY CULVERT,
 LM0142'IN THE CENTER OF THE TOP OF THE WEST HEAD WALL, AND 15 FEET WEST OF
 LM0142'THE CENTER LINE OF THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC
 LM0142'ROADS STANDARD DISK, STAMPED 8691.89.  NOTE-- IT MAY HAVE BEEN
 LM0142'DESTROYED WHEN THE HIGHWAY WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0311 ***********************************************************************
 LM0311  DESIGNATION -  8699
 LM0311  PID         -  LM0311
 LM0311  STATE/COUNTY-  CO/ROUTT
 LM0311  USGS QUAD   -  HAHNS PEAK (1962)
 LM0311
 LM0311                         *CURRENT SURVEY CONTROL
 LM0311  ___________________________________________________________________
 LM0311* NAD 83(1986)-  40 51 10.     (N)    106 57 59.     (W)     SCALED    
 LM0311* NAVD 88     -      2652.371  (meters)    8701.99   (feet)  ADJUSTED  
 LM0311  ___________________________________________________________________
 LM0311  GEOID HEIGHT-         -11.78  (meters)                     GEOID03
 LM0311  DYNAMIC HT  -        2649.647 (meters)    8693.05  (feet)  COMP
 LM0311  MODELED GRAV-     979,500.3   (mgal)                       NAVD 88
 LM0311
 LM0311  VERT ORDER  -  SECOND    CLASS 0
 LM0311
 LM0311.The horizontal coordinates were scaled from a topographic map and have
 LM0311.an estimated accuracy of +/- 6 seconds.
 LM0311
 LM0311.The orthometric height was determined by differential leveling
 LM0311.and adjusted by the National Geodetic Survey in June 1991..
 LM0311
 LM0311.The geoid height was determined by GEOID03.
 LM0311
 LM0311.The dynamic height is computed by dividing the NAVD 88
 LM0311.geopotential number by the normal gravity value computed on the
 LM0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0311.degrees latitude (g = 980.6199 gals.).
 LM0311
 LM0311.The modeled gravity was interpolated from observed gravity values.
 LM0311
 LM0311;                    North         East    Units  Estimated Accuracy
 LM0311;SPC CO N     -   474,540.      790,760.      MT  (+/- 180 meters Scaled)
 LM0311
 LM0311                          SUPERSEDED SURVEY CONTROL
 LM0311
 LM0311  NGVD 29 (??/??/92) 2650.979  (m)         8697.42   (f) ADJ UNCH    2 0
 LM0311
 LM0311.Superseded values are not recommended for survey control.
 LM0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0311.See file dsdata.txt to determine how the superseded data were derived.
 LM0311
 LM0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF342242(NAD 83)
 LM0311_MARKER: P = PIPE CAP
 LM0311_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LM0311_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LM0311_STAMPING: 8699
 LM0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0311
 LM0311  HISTORY     - Date     Condition        Report By
 LM0311  HISTORY     - UNK      MONUMENTED       USGS
 LM0311  HISTORY     - 1934     GOOD             NGS
 LM0311
 LM0311                          STATION DESCRIPTION
 LM0311
 LM0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LM0311'IN COLUMBINE.
 LM0311'AT COLUMBINE, ROUTT COUNTY, ON THE MOUNTAIN ROAD LEADING TO SLATER,
 LM0311'300 FEET SOUTH OF A STORE AND A SERVICE STATION, AND 40 FEET WEST OF
 LM0311'THE CENTERLINE OF THE ROAD.  A UNITED STATES GEOLOGICAL SURVEY
 LM0311'STANDARD CAP, STAMPED 8699 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON
 LM0311'PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1830 ***********************************************************************
 KK1830  DESIGNATION -  87
 KK1830  PID         -  KK1830
 KK1830  STATE/COUNTY-  CO/JEFFERSON
 KK1830  USGS QUAD   -  LITTLETON (1994)
 KK1830
 KK1830                         *CURRENT SURVEY CONTROL
 KK1830  ___________________________________________________________________
 KK1830* NAD 83(1992)-  39 33 53.45632(N)    105 04 23.80627(W)     ADJUSTED  
 KK1830* NAVD 88     -      1692.9    (meters)    5554.     (feet)  VERTCON   
 KK1830  ___________________________________________________________________
 KK1830  LAPLACE CORR-         -13.95  (seconds)                    DEFLEC99
 KK1830  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 KK1830
 KK1830  HORZ ORDER  -  SECOND
 KK1830
 KK1830.The horizontal coordinates were established by classical geodetic methods
 KK1830.and adjusted by the National Geodetic Survey in January 1993..
 KK1830
 KK1830.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1830
 KK1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1830
 KK1830.The geoid height was determined by GEOID03.
 KK1830
 KK1830;                    North         East     Units Scale Factor Converg.
 KK1830;SPC CO C     -   497,101.498   951,070.099   MT  0.99996862   +0 16 08.9
 KK1830;SPC CO C     - 1,630,907.16  3,120,302.48   sFT  0.99996862   +0 16 08.9
 KK1830;UTM  13      - 4,379,464.092   493,705.358   MT  0.99960049   -0 02 48.0
 KK1830
 KK1830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1830!SPC CO C     -   0.99973703  x   0.99996862  =   0.99970566
 KK1830!UTM  13      -   0.99973703  x   0.99960049  =   0.99933762
 KK1830
 KK1830|---------------------------------------------------------------------|
 KK1830| PID    Reference Object                     Distance      Geod. Az  |
 KK1830|                                                           dddmmss.s |
 KK1830| CP7245 87 RM 2                              15.049 METERS 07741     |
 KK1830| KK1469 MARSTON                             APPROX. 2.5 KM 3265135.0 |
 KK1830| CP7244 87 RM 1                              13.150 METERS 35658     |
 KK1830|---------------------------------------------------------------------|
 KK1830
 KK1830                          SUPERSEDED SURVEY CONTROL
 KK1830
 KK1830  NAD 83(1986)-  39 33 53.45288(N)    105 04 23.80498(W) AD(       ) 2
 KK1830  NAD 27      -  39 33 53.49333(N)    105 04 21.85851(W) AD(       ) 2
 KK1830  NGVD 29 (07/19/86) 1692.0    (m)         5551.     (f) VERT ANG       
 KK1830
 KK1830.Superseded values are not recommended for survey control.
 KK1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1830.See file dsdata.txt to determine how the superseded data were derived.
 KK1830
 KK1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9370579464(NAD 83)
 KK1830_MARKER: DD = SURVEY DISK
 KK1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1830_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1830
 KK1830  HISTORY     - Date     Condition        Report By
 KK1830  HISTORY     - 1977     MONUMENTED       CO-059
 KK1830
 KK1830                          STATION DESCRIPTION
 KK1830
 KK1830'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1830'THE STATION IS LOCATED 0.1 MILE SOUTH OF THE INTERSECTION OF
 KK1830'SOUTH PIERCE STREET AND WEST CHATFIELD AVENUE AND 4.6 MILES
 KK1830'SOUTHWEST OF LITTLETON, COLORADO IN THE NORTHWEST 1/4 OF
 KK1830'SECTION 1, T 6 S, R 69 W.
 KK1830'
 KK1830'TO REACH THE STATION FROM THE ARAPAHOE COUNTY COURTHOUSE IN
 KK1830'LITTLETON, GO SOUTHWEST ON STATE HIGHWAY 75 FOR 4.7 MILES TO A
 KK1830'POINT WHERE HIGHWAY 75 MERGES WITH CHATFIELD AVENUE.  CONTINUE
 KK1830'WEST ON CHATFIELD AVENUE 0.6 MILE AND GO 100 FEET PAST WHERE
 KK1830'PIERCE STREET AND CHATFIELD AVENUE MEET.  TURN LEFT (SOUTH)
 KK1830'ON DIRT ROAD WHICH PROCEEDS ALONG EAST EDGE OF A LARGE FIELD.
 KK1830'FOLLOW TELEPHONE POLES SOUTH FOR 0.1 MILE FROM CHATFIELD
 KK1830'AVENUE.  THE STATION IS 40 FEET SOUTH OF FOURTH TELEPHONE POLE
 KK1830'FROM CHATFIELD AVENUE.
 KK1830'
 KK1830'THE STATION MARK, STAMPED---87 JCMD 1977---, IS A 3-INCH BRONZE
 KK1830'DISK SET IN CONCRETE 0.2 FOOT ABOVE GROUND LEVEL.  AN
 KK1830'UNDERGROUND DISK IS SET 2.5 FEET BELOW GROUND SURFACE, 0.810
 KK1830'METERS NORTH OF A CORPS OF ENGINEERS STATION, BELOW A
 KK1830'NORTH-SOUTH POWERLINE, 20 FEET SOUTH OF THE NEAREST POWER POLE,
 KK1830'AND 7 FEET EAST OF THE EAST EDGE OF A WAGON ROAD.
 KK1830'
 KK1830'REFERENCE MARK 1, STAMPED---87 JCMD RM 1 1977---, IS A 3-INCH
 KK1830'BRONZE DISK SET IN CONCRETE AT GROUND LEVEL, 22.5 FEET
 KK1830'NORTH-NORTHWEST OF THE BEFORE MENTIONED POWER POLE, AND 5.9
 KK1830'FEET EAST OF THE EAST EDGE OF THE WAGON ROAD.
 KK1830'
 KK1830'REFERENCE MARK 2, STAMPED---87 JCMD RM 2 1977---, IS A 3-INCH
 KK1830'BRONZE DISK SET IN CONCRETE AT GROUND LEVEL, 48 FEET EAST OF THE
 KK1830'BEFORE MENTIONED POWER POLE, AND 56 FEET EAST OF THE EAST EDGE
 KK1830'OF THE WAGON ROAD.
 KK1830'
 KK1830'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0040 ***********************************************************************
 HM0040  DESIGNATION -  8714
 HM0040  PID         -  HM0040
 HM0040  STATE/COUNTY-  CO/DOLORES
 HM0040  USGS QUAD   -  RICO (1975)
 HM0040
 HM0040                         *CURRENT SURVEY CONTROL
 HM0040  ___________________________________________________________________
 HM0040* NAD 83(1986)-  37 41 26.     (N)    108 01 59.     (W)     SCALED    
 HM0040* NAVD 88     -      2659.349  (meters)    8724.88   (feet)  ADJUSTED  
 HM0040  ___________________________________________________________________
 HM0040  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 HM0040  DYNAMIC HT  -        2655.623 (meters)    8712.66  (feet)  COMP
 HM0040  MODELED GRAV-     979,133.2   (mgal)                       NAVD 88
 HM0040
 HM0040  VERT ORDER  -  SECOND    CLASS 0
 HM0040
 HM0040.The horizontal coordinates were scaled from a topographic map and have
 HM0040.an estimated accuracy of +/- 6 seconds.
 HM0040
 HM0040.The orthometric height was determined by differential leveling
 HM0040.and adjusted by the National Geodetic Survey in June 1991..
 HM0040
 HM0040.The geoid height was determined by GEOID03.
 HM0040
 HM0040.The dynamic height is computed by dividing the NAVD 88
 HM0040.geopotential number by the normal gravity value computed on the
 HM0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0040.degrees latitude (g = 980.6199 gals.).
 HM0040
 HM0040.The modeled gravity was interpolated from observed gravity values.
 HM0040
 HM0040;                    North         East    Units  Estimated Accuracy
 HM0040;SPC CO S     -   421,460.      691,030.      MT  (+/- 180 meters Scaled)
 HM0040
 HM0040                          SUPERSEDED SURVEY CONTROL
 HM0040
 HM0040  NGVD 29 (??/??/92) 2657.757  (m)         8719.66   (f) ADJ UNCH    2 0
 HM0040
 HM0040.Superseded values are not recommended for survey control.
 HM0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0040.See file dsdata.txt to determine how the superseded data were derived.
 HM0040
 HM0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG616756(NAD 83)
 HM0040_MARKER: P = PIPE CAP
 HM0040_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HM0040_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HM0040_STAMPING: 8714 DUR
 HM0040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0040
 HM0040  HISTORY     - Date     Condition        Report By
 HM0040  HISTORY     - UNK      MONUMENTED       USGS
 HM0040  HISTORY     - 1934     GOOD             NGS
 HM0040
 HM0040                          STATION DESCRIPTION
 HM0040
 HM0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HM0040'IN RICO.
 HM0040'AT RICO, DOLORES COUNTY, ON THE ABANDONED RIO GRANDE SOUTHERN
 HM0040'RAILROAD, 51 FEET SOUTH OF THE SOUTH END OF THE STATION, 255 FEET
 HM0040'SOUTH OF THE WATER TANK, 33 FEET EAST OF THE CENTER-LINE OF THE OLD
 HM0040'ROADBED, AND 2 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL PARK.  A
 HM0040'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 8714 DUR AND
 HM0040'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0813 ***********************************************************************
 KK0813  DESIGNATION -  8749.16
 KK0813  PID         -  KK0813
 KK0813  STATE/COUNTY-  CO/PARK
 KK0813  USGS QUAD   -  TARRYALL (1994)
 KK0813
 KK0813                         *CURRENT SURVEY CONTROL
 KK0813  ___________________________________________________________________
 KK0813* NAD 83(1986)-  39 01 51.     (N)    105 27 36.     (W)     SCALED    
 KK0813* NAVD 88     -      2667.69   (+/-2cm)    8752.2    (feet)  VERTCON   
 KK0813  ___________________________________________________________________
 KK0813  GEOID HEIGHT-         -13.70  (meters)                     GEOID03
 KK0813
 KK0813  VERT ORDER  -  ? (See Below)
 KK0813
 KK0813.The horizontal coordinates were scaled from a topographic map and have
 KK0813.an estimated accuracy of +/- 6 seconds.
 KK0813
 KK0813.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK0813.The vertical order pertains to the NGVD 29 superseded value.
 KK0813
 KK0813.The geoid height was determined by GEOID03.
 KK0813
 KK0813;                    North         East    Units  Estimated Accuracy
 KK0813;SPC CO C     -   437,730.      917,870.      MT  (+/- 180 meters Scaled)
 KK0813
 KK0813                          SUPERSEDED SURVEY CONTROL
 KK0813
 KK0813  NGVD 29 (??/??/92) 2666.314  (m)         8747.73   (f) ADJ UNCH    ?  
 KK0813
 KK0813.Superseded values are not recommended for survey control.
 KK0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0813.See file dsdata.txt to determine how the superseded data were derived.
 KK0813
 KK0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD601202(NAD 83)
 KK0813_MARKER: Z = SEE DESCRIPTION
 KK0813_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0813_SP_SET: CULVERT
 KK0813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0813
 KK0813  HISTORY     - Date     Condition        Report By
 KK0813  HISTORY     - UNK      MONUMENTED       CODH
 KK0813  HISTORY     - 1934     GOOD             NGS
 KK0813
 KK0813                          STATION DESCRIPTION
 KK0813
 KK0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KK0813'6.9 MI NW FROM LAKE GEORGE.
 KK0813'6.9 MILES NORTHWEST ALONG U.S. HIGHWAY 24 FROM LAKE GEORGE, PARK
 KK0813'COUNTY, 3.7 MILES EAST OF A SUMMIT, AT A CULVERT, IN THE SOUTH
 KK0813'HEADWALL, AND 18 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 KK0813'CHARACTER OF BENCH MARK UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0249 ***********************************************************************
 JK0249  DESIGNATION -  8755
 JK0249  PID         -  JK0249
 JK0249  STATE/COUNTY-  CO/EL PASO
 JK0249  USGS QUAD   -  MOUNT BIG CHIEF (1994)
 JK0249
 JK0249                         *CURRENT SURVEY CONTROL
 JK0249  ___________________________________________________________________
 JK0249* NAD 83(1986)-  38 44 39.     (N)    104 54 26.     (W)     SCALED    
 JK0249* NAVD 88     -      2669.661  (meters)    8758.71   (feet)  ADJUSTED  
 JK0249  ___________________________________________________________________
 JK0249  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 JK0249  DYNAMIC HT  -        2666.367 (meters)    8747.91  (feet)  COMP
 JK0249  MODELED GRAV-     979,296.9   (mgal)                       NAVD 88
 JK0249
 JK0249  VERT ORDER  -  SECOND    CLASS 0
 JK0249
 JK0249.The horizontal coordinates were scaled from a topographic map and have
 JK0249.an estimated accuracy of +/- 6 seconds.
 JK0249
 JK0249.The orthometric height was determined by differential leveling
 JK0249.and adjusted by the National Geodetic Survey in June 1991..
 JK0249
 JK0249.The geoid height was determined by GEOID03.
 JK0249
 JK0249.The dynamic height is computed by dividing the NAVD 88
 JK0249.geopotential number by the normal gravity value computed on the
 JK0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0249.degrees latitude (g = 980.6199 gals.).
 JK0249
 JK0249.The modeled gravity was interpolated from observed gravity values.
 JK0249
 JK0249;                    North         East    Units  Estimated Accuracy
 JK0249;SPC CO C     -   406,080.      965,930.      MT  (+/- 180 meters Scaled)
 JK0249
 JK0249                          SUPERSEDED SURVEY CONTROL
 JK0249
 JK0249  NGVD 29 (??/??/92) 2668.318  (m)         8754.31   (f) ADJ UNCH    2 0
 JK0249
 JK0249.Superseded values are not recommended for survey control.
 JK0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0249.See file dsdata.txt to determine how the superseded data were derived.
 JK0249
 JK0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC080883(NAD 83)
 JK0249_MARKER: DB = BENCH MARK DISK
 JK0249_SETTING: 80 = SET IN A BOULDER
 JK0249_STAMPING: COLO SP 8755
 JK0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0249+STABILITY: SURFACE MOTION
 JK0249
 JK0249  HISTORY     - Date     Condition        Report By
 JK0249  HISTORY     - UNK      MONUMENTED       USGS
 JK0249  HISTORY     - 1954     GOOD             NGS
 JK0249
 JK0249                          STATION DESCRIPTION
 JK0249
 JK0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JK0249'16.3 MI SW FROM COLORADO SPRINGS.
 JK0249'2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE AT
 JK0249'COLORADO SPRINGS, THENCE 1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 336,
 JK0249'THENCE 5.35 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 6.75 MILES
 JK0249'SOUTHWEST ALONG STATE HIGHWAY 336, 11 FEET EAST OF THE CENTER LINE OF
 JK0249'THE HIGHWAY, 124 FEET NORTH OF A SMALL CAMP GROUND, SET IN THE TOP OF
 JK0249'A LARGE GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0121 ***********************************************************************
 HL0121  DESIGNATION -  8780
 HL0121  PID         -  HL0121
 HL0121  STATE/COUNTY-  CO/MINERAL
 HL0121  USGS QUAD   -  CREEDE (1986)
 HL0121
 HL0121                         *CURRENT SURVEY CONTROL
 HL0121  ___________________________________________________________________
 HL0121* NAD 83(1986)-  37 50 43.     (N)    106 55 31.     (W)     SCALED    
 HL0121* NAVD 88     -      2676.044  (meters)    8779.65   (feet)  ADJUSTED  
 HL0121  ___________________________________________________________________
 HL0121  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 HL0121  DYNAMIC HT  -        2672.291 (meters)    8767.34  (feet)  COMP
 HL0121  MODELED GRAV-     979,131.5   (mgal)                       NAVD 88
 HL0121
 HL0121  VERT ORDER  -  SECOND    CLASS 0
 HL0121
 HL0121.The horizontal coordinates were scaled from a topographic map and have
 HL0121.an estimated accuracy of +/- 6 seconds.
 HL0121
 HL0121.The orthometric height was determined by differential leveling
 HL0121.and adjusted by the National Geodetic Survey in June 1991..
 HL0121
 HL0121.The geoid height was determined by GEOID03.
 HL0121
 HL0121.The dynamic height is computed by dividing the NAVD 88
 HL0121.geopotential number by the normal gravity value computed on the
 HL0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0121.degrees latitude (g = 980.6199 gals.).
 HL0121
 HL0121.The modeled gravity was interpolated from observed gravity values.
 HL0121
 HL0121;                    North         East    Units  Estimated Accuracy
 HL0121;SPC CO S     -   436,570.      788,970.      MT  (+/- 180 meters Scaled)
 HL0121
 HL0121                          SUPERSEDED SURVEY CONTROL
 HL0121
 HL0121  NGVD 29 (??/??/92) 2674.360  (m)         8774.13   (f) ADJ UNCH    2 0
 HL0121
 HL0121.Superseded values are not recommended for survey control.
 HL0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0121.See file dsdata.txt to determine how the superseded data were derived.
 HL0121
 HL0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB306903(NAD 83)
 HL0121_MARKER: P = PIPE CAP
 HL0121_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HL0121_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HL0121_STAMPING: 8780
 HL0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0121
 HL0121  HISTORY     - Date     Condition        Report By
 HL0121  HISTORY     - UNK      MONUMENTED       USGS
 HL0121  HISTORY     - 1949     MARK NOT FOUND   NGS
 HL0121
 HL0121                          STATION DESCRIPTION
 HL0121
 HL0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HL0121'0.5 MI S FROM CREEDE.
 HL0121'0.5 MILE SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 HL0121'THE STATION AT CREEDE, MINERAL COUNTY, 115 FEET EAST OF THE CROSSING
 HL0121'OF STATE HIGHWAY 149, AND 25 FEET SOUTH OF THE CENTERLINE OF THE
 HL0121'HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 8780
 HL0121'AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0205 ***********************************************************************
 LK0205  DESIGNATION -  87.85
 LK0205  PID         -  LK0205
 LK0205  STATE/COUNTY-  CO/LOGAN
 LK0205  USGS QUAD   -  PEETZ (1953)
 LK0205
 LK0205                         *CURRENT SURVEY CONTROL
 LK0205  ___________________________________________________________________
 LK0205* NAD 83(1986)-  40 59 31.     (N)    103 05 46.     (W)     SCALED    
 LK0205* NAVD 88     -      1345.399  (meters)    4414.03   (feet)  ADJUSTED  
 LK0205  ___________________________________________________________________
 LK0205  GEOID HEIGHT-         -19.57  (meters)                     GEOID03
 LK0205  DYNAMIC HT  -        1344.420 (meters)    4410.82  (feet)  COMP
 LK0205  MODELED GRAV-     979,849.3   (mgal)                       NAVD 88
 LK0205
 LK0205  VERT ORDER  -  FIRST     CLASS II
 LK0205
 LK0205.The horizontal coordinates were scaled from a topographic map and have
 LK0205.an estimated accuracy of +/- 6 seconds.
 LK0205
 LK0205.The orthometric height was determined by differential leveling
 LK0205.and adjusted by the National Geodetic Survey in June 1991..
 LK0205
 LK0205.The geoid height was determined by GEOID03.
 LK0205
 LK0205.The dynamic height is computed by dividing the NAVD 88
 LK0205.geopotential number by the normal gravity value computed on the
 LK0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0205.degrees latitude (g = 980.6199 gals.).
 LK0205
 LK0205.The modeled gravity was interpolated from observed gravity values.
 LK0205
 LK0205;                    North         East    Units  Estimated Accuracy
 LK0205;SPC CO N     -   491,710.    1,116,660.      MT  (+/- 180 meters Scaled)
 LK0205
 LK0205                          SUPERSEDED SURVEY CONTROL
 LK0205
 LK0205  NGVD 29 (??/??/92) 1344.763  (m)         4411.94   (f) ADJ UNCH    1 2
 LK0205
 LK0205.Superseded values are not recommended for survey control.
 LK0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0205.See file dsdata.txt to determine how the superseded data were derived.
 LK0205
 LK0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF601396(NAD 83)
 LK0205_MARKER: R = RIVET
 LK0205_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LK0205_SP_SET: BRIDGE ABUTMENT
 LK0205_MARK LOGO: NONE  
 LK0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0205
 LK0205  HISTORY     - Date     Condition        Report By
 LK0205  HISTORY     - UNK      MONUMENTED       CGS
 LK0205  HISTORY     - 1933     GOOD             NGS
 LK0205  HISTORY     - 1934     GOOD             NGS
 LK0205  HISTORY     - 1985     GOOD             NGS
 LK0205
 LK0205                          STATION DESCRIPTION
 LK0205
 LK0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LK0205'27.2 MI N FROM STERLING.
 LK0205'27.15 MILES NORTH OF STERLING BY RAIL, 2.2 MILES NORTH OF PEETZ.  A
 LK0205'MONEL METAL RIVET LOCATED IN THE EAST END OF THE NORTH CONCRETE
 LK0205'ABUTMENT OF C.B. AND Q. RAILROAD BRIDGE 87.85. A 3 SPAN DECK GIRDER
 LK0205'BRIDGE 5 POLES NORTH OF MILEPOST 88, AND 4 POLES SOUTH OF A
 LK0205'ROAD CROSSING.
 LK0205
 LK0205                          STATION RECOVERY (1934)
 LK0205
 LK0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 LK0205'RECOVERED IN GOOD CONDITION.
 LK0205
 LK0205                          STATION RECOVERY (1985)
 LK0205
 LK0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LK0205'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.24 KM (0.15
 LK0205'MI) EAST ALONG MAIN STREET FROM THE POST OFFICE AT PEETZ, THENCE 3.5
 LK0205'KM (2.2 MI) NORTHEAST ALONG STATE ROUTE 113, IN TOP OF THE EAST END OF
 LK0205'THE NORTH CONCRETE ABUTMENT FOR THE BURLINGTON NORTHERN RAILROAD
 LK0205'BRIDGE 87.85.
 LK0205'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0296 ***********************************************************************
 KL0296  DESIGNATION -  8810.89
 KL0296  PID         -  KL0296
 KL0296  STATE/COUNTY-  CO/PITKIN
 KL0296  USGS QUAD   -  THIMBLE ROCK (1987)
 KL0296
 KL0296                         *CURRENT SURVEY CONTROL
 KL0296  ___________________________________________________________________
 KL0296* NAD 83(1986)-  39 07 46.     (N)    106 44 57.     (W)     SCALED    
 KL0296* NAVD 88     -      2686.850  (meters)    8815.11   (feet)  ADJUSTED  
 KL0296  ___________________________________________________________________
 KL0296  GEOID HEIGHT-         -13.32  (meters)                     GEOID03
 KL0296  DYNAMIC HT  -        2683.281 (meters)    8803.40  (feet)  COMP
 KL0296  MODELED GRAV-     979,203.4   (mgal)                       NAVD 88
 KL0296
 KL0296  VERT ORDER  -  SECOND    CLASS 0
 KL0296
 KL0296.The horizontal coordinates were scaled from a topographic map and have
 KL0296.an estimated accuracy of +/- 6 seconds.
 KL0296
 KL0296.The orthometric height was determined by differential leveling
 KL0296.and adjusted by the National Geodetic Survey in June 1991..
 KL0296
 KL0296.The geoid height was determined by GEOID03.
 KL0296
 KL0296.The dynamic height is computed by dividing the NAVD 88
 KL0296.geopotential number by the normal gravity value computed on the
 KL0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0296.degrees latitude (g = 980.6199 gals.).
 KL0296
 KL0296.The modeled gravity was interpolated from observed gravity values.
 KL0296
 KL0296;                    North         East    Units  Estimated Accuracy
 KL0296;SPC CO C     -   449,420.      806,400.      MT  (+/- 180 meters Scaled)
 KL0296
 KL0296                          SUPERSEDED SURVEY CONTROL
 KL0296
 KL0296  NGVD 29 (??/??/92) 2685.037  (m)         8809.16   (f) ADJ UNCH    2 0
 KL0296
 KL0296.Superseded values are not recommended for survey control.
 KL0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0296.See file dsdata.txt to determine how the superseded data were derived.
 KL0296
 KL0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD488325(NAD 83)
 KL0296_MARKER: DD = SURVEY DISK
 KL0296_SETTING: 80 = SET IN A BOULDER
 KL0296_SP_SET: BOULDER
 KL0296_STAMPING: 8810.89
 KL0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0296+STABILITY: SURFACE MOTION
 KL0296
 KL0296  HISTORY     - Date     Condition        Report By
 KL0296  HISTORY     - UNK      MONUMENTED       BPR
 KL0296  HISTORY     - 1934     GOOD             NGS
 KL0296
 KL0296                          STATION DESCRIPTION
 KL0296
 KL0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KL0296'6.4 MI SE FROM ASPEN.
 KL0296'6.4 MILES SOUTHEAST ALONG STATE HIGHWAY 82 FROM THE COURTHOUSE AT
 KL0296'ASPEN, PITKIN COUNTY, 6 FEET EAST OF THE END OF A CULVERT, IN THE TOP
 KL0296'OF A LARGE GRANITE BOULDER SOUTH OF THE HIGHWAY, AND 4 FEET HIGHER
 KL0296'THEN THE HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD
 KL0296'DISK STAMPED 8810.89.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0881 ***********************************************************************
 LL0881  DESIGNATION -  8840.64
 LL0881  PID         -  LL0881
 LL0881  STATE/COUNTY-  CO/LARIMER
 LL0881  USGS QUAD   -  LONGS PEAK (1978)
 LL0881
 LL0881                         *CURRENT SURVEY CONTROL
 LL0881  ___________________________________________________________________
 LL0881* NAD 83(1986)-  40 18 38.     (N)    105 32 08.     (W)     SCALED    
 LL0881* NAVD 88     -      2696.211  (meters)    8845.82   (feet)  ADJUSTED  
 LL0881  ___________________________________________________________________
 LL0881  GEOID HEIGHT-         -12.59  (meters)                     GEOID03
 LL0881  DYNAMIC HT  -        2693.311 (meters)    8836.30  (feet)  COMP
 LL0881  MODELED GRAV-     979,451.0   (mgal)                       NAVD 88
 LL0881
 LL0881  VERT ORDER  -  SECOND    CLASS 0
 LL0881
 LL0881.The horizontal coordinates were scaled from a topographic map and have
 LL0881.an estimated accuracy of +/- 6 seconds.
 LL0881
 LL0881.The orthometric height was determined by differential leveling
 LL0881.and adjusted by the National Geodetic Survey in June 1991..
 LL0881
 LL0881.The geoid height was determined by GEOID03.
 LL0881
 LL0881.The dynamic height is computed by dividing the NAVD 88
 LL0881.geopotential number by the normal gravity value computed on the
 LL0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0881.degrees latitude (g = 980.6199 gals.).
 LL0881
 LL0881.The modeled gravity was interpolated from observed gravity values.
 LL0881
 LL0881;                    North         East    Units  Estimated Accuracy
 LL0881;SPC CO N     -   413,300.      911,380.      MT  (+/- 180 meters Scaled)
 LL0881
 LL0881                          SUPERSEDED SURVEY CONTROL
 LL0881
 LL0881  NGVD 29 (??/??/92) 2694.876  (m)         8841.44   (f) ADJ UNCH    2 0
 LL0881
 LL0881.Superseded values are not recommended for survey control.
 LL0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0881.See file dsdata.txt to determine how the superseded data were derived.
 LL0881
 LL0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE544623(NAD 83)
 LL0881_MARKER: DD = SURVEY DISK
 LL0881_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0881_SP_SET: CULVERT
 LL0881_STAMPING: 8840.64 26 F
 LL0881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0881
 LL0881  HISTORY     - Date     Condition        Report By
 LL0881  HISTORY     - UNK      MONUMENTED       BPR
 LL0881  HISTORY     - 1951     GOOD             NGS
 LL0881
 LL0881                          STATION DESCRIPTION
 LL0881
 LL0881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LL0881'6.2 MI S FROM ESTES PARK.
 LL0881'6.2 MILES SOUTH ALONG STATE HIGHWAY 7 FROM ITS JUNCTION WITH
 LL0881'STATE HIGHWAY 66 AT ESTES PARK, 16 FEET WEST OF THE CENTER LINE OF
 LL0881'THE HIGHWAY, SET IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 LL0881'HEADWALL OF A 20 INCH PIPE CULVERT, AT THE SOUTH END OF A CURVE IN
 LL0881'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0231 ***********************************************************************
 JL0231  DESIGNATION -  8843.2
 JL0231  PID         -  JL0231
 JL0231  STATE/COUNTY-  CO/GUNNISON
 JL0231  USGS QUAD   -  CRESTED BUTTE (1961)
 JL0231
 JL0231                         *CURRENT SURVEY CONTROL
 JL0231  ___________________________________________________________________
 JL0231* NAD 83(1986)-  38 50 27.     (N)    106 56 26.     (W)     SCALED    
 JL0231* NAVD 88     -      2696.807  (meters)    8847.77   (feet)  ADJUSTED  
 JL0231  ___________________________________________________________________
 JL0231  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 JL0231  DYNAMIC HT  -        2693.074 (meters)    8835.53  (feet)  COMP
 JL0231  MODELED GRAV-     979,148.2   (mgal)                       NAVD 88
 JL0231
 JL0231  VERT ORDER  -  SECOND    CLASS 0
 JL0231
 JL0231.The horizontal coordinates were scaled from a topographic map and have
 JL0231.an estimated accuracy of +/- 6 seconds.
 JL0231
 JL0231.The orthometric height was determined by differential leveling
 JL0231.and adjusted by the National Geodetic Survey in June 1991..
 JL0231
 JL0231.The geoid height was determined by GEOID03.
 JL0231
 JL0231.The dynamic height is computed by dividing the NAVD 88
 JL0231.geopotential number by the normal gravity value computed on the
 JL0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0231.degrees latitude (g = 980.6199 gals.).
 JL0231
 JL0231.The modeled gravity was interpolated from observed gravity values.
 JL0231
 JL0231;                    North         East    Units  Estimated Accuracy
 JL0231;SPC CO C     -   417,630.      789,350.      MT  (+/- 180 meters Scaled)
 JL0231
 JL0231                          SUPERSEDED SURVEY CONTROL
 JL0231
 JL0231  NGVD 29 (??/??/92) 2694.793  (m)         8841.17   (f) ADJ UNCH    2 0
 JL0231
 JL0231.Superseded values are not recommended for survey control.
 JL0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0231.See file dsdata.txt to determine how the superseded data were derived.
 JL0231
 JL0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD315009(NAD 83)
 JL0231_MARKER: Q = CHISELED SQUARE
 JL0231_SETTING: 80 = SET IN A BOULDER
 JL0231_SP_SET: BOULDER
 JL0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0231+STABILITY: SURFACE MOTION
 JL0231
 JL0231  HISTORY     - Date     Condition        Report By
 JL0231  HISTORY     - UNK      MONUMENTED       USGS
 JL0231  HISTORY     - 1938     GOOD             NGS
 JL0231
 JL0231                          STATION DESCRIPTION
 JL0231
 JL0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JL0231'3.0 MI SE FROM CRESTED BUTTE.
 JL0231'ABOUT 3 MILES SOUTHEAST ALONG STATE HIGHWAY 135 FROM THE HIGH SCHOOL
 JL0231'AT CRESTED BUTTE, 60 FEET WEST OF AND ANGLE IN THE HIGHWAY, AT A LARGE
 JL0231'FLAT, AND ON THE TOP OF A PROMINENT BOULDER MARKED USBM 8843.2. A
 JL0231'CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0123 ***********************************************************************
 HL0123  DESIGNATION -  8854
 HL0123  PID         -  HL0123
 HL0123  STATE/COUNTY-  CO/MINERAL
 HL0123  USGS QUAD   -  CREEDE (1986)
 HL0123
 HL0123                         *CURRENT SURVEY CONTROL
 HL0123  ___________________________________________________________________
 HL0123* NAD 83(1986)-  37 51 12.     (N)    106 55 40.     (W)     SCALED    
 HL0123* NAVD 88     -      2698.725  (meters)    8854.07   (feet)  ADJUSTED  
 HL0123  ___________________________________________________________________
 HL0123  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 HL0123  DYNAMIC HT  -        2694.936 (meters)    8841.64  (feet)  COMP
 HL0123  MODELED GRAV-     979,128.6   (mgal)                       NAVD 88
 HL0123
 HL0123  VERT ORDER  -  SECOND    CLASS 0
 HL0123
 HL0123.The horizontal coordinates were scaled from a topographic map and have
 HL0123.an estimated accuracy of +/- 6 seconds.
 HL0123
 HL0123.The orthometric height was determined by differential leveling
 HL0123.and adjusted by the National Geodetic Survey in June 1991..
 HL0123
 HL0123.The geoid height was determined by GEOID03.
 HL0123
 HL0123.The dynamic height is computed by dividing the NAVD 88
 HL0123.geopotential number by the normal gravity value computed on the
 HL0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0123.degrees latitude (g = 980.6199 gals.).
 HL0123
 HL0123.The modeled gravity was interpolated from observed gravity values.
 HL0123
 HL0123;                    North         East    Units  Estimated Accuracy
 HL0123;SPC CO S     -   437,460.      788,760.      MT  (+/- 180 meters Scaled)
 HL0123
 HL0123                          SUPERSEDED SURVEY CONTROL
 HL0123
 HL0123  NGVD 29 (??/??/92) 2697.038  (m)         8848.53   (f) ADJ UNCH    2 0
 HL0123
 HL0123.Superseded values are not recommended for survey control.
 HL0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0123.See file dsdata.txt to determine how the superseded data were derived.
 HL0123
 HL0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB304912(NAD 83)
 HL0123_MARKER: DD = SURVEY DISK
 HL0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HL0123_SP_SET: WINDOW SILL
 HL0123_STAMPING: 8854
 HL0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0123
 HL0123  HISTORY     - Date     Condition        Report By
 HL0123  HISTORY     - UNK      MONUMENTED       USGS
 HL0123  HISTORY     - 1934     GOOD             NGS
 HL0123
 HL0123                          STATION DESCRIPTION
 HL0123
 HL0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HL0123'IN CREEDE.
 HL0123'AT CREEDE, MINERAL COUNTY, AT THE POST OFFICE, IN THE TOP OF A
 HL0123'CONCRETE WINDOW SILL, 8 FEET SOUTHWEST OF THE OUTER EDGE OF THE
 HL0123'SIDEWALK, 2 FEET NORTH OF THE NORTH END OF THE SOUTH ENTRANCE DOOR, 2
 HL0123'FEET BELOW THE WINDOW, AND 2 FEET ABOVE THE SIDEWALK.  A UNITED STATES
 HL0123'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 8854.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0263 ***********************************************************************
 HL0263  DESIGNATION -  8856.7
 HL0263  PID         -  HL0263
 HL0263  STATE/COUNTY-  CO/OURAY
 HL0263  USGS QUAD   -  IRONTON (1972)
 HL0263
 HL0263                         *CURRENT SURVEY CONTROL
 HL0263  ___________________________________________________________________
 HL0263* NAD 83(1986)-  37 59 18.     (N)    107 38 59.     (W)     SCALED    
 HL0263* NAVD 88     -      2700.496  (meters)    8859.88   (feet)  POSTED    
 HL0263  ___________________________________________________________________
 HL0263  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 HL0263  DYNAMIC HT  -        2696.670 (meters)    8847.32  (feet)  COMP
 HL0263  MODELED GRAV-     979,116.9   (mgal)                       NAVD 88
 HL0263
 HL0263  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HL0263
 HL0263.The horizontal coordinates were scaled from a topographic map and have
 HL0263.an estimated accuracy of +/- 6 seconds.
 HL0263
 HL0263.The orthometric height was determined by differential leveling
 HL0263.and adjusted by the National Geodetic Survey in 1992..
 HL0263.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HL0263.rate of 0.0 thru 1.0 mm/km.
 HL0263
 HL0263.The geoid height was determined by GEOID03.
 HL0263
 HL0263.The dynamic height is computed by dividing the NAVD 88
 HL0263.geopotential number by the normal gravity value computed on the
 HL0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0263.degrees latitude (g = 980.6199 gals.).
 HL0263
 HL0263.The modeled gravity was interpolated from observed gravity values.
 HL0263
 HL0263;                    North         East    Units  Estimated Accuracy
 HL0263;SPC CO S     -   453,660.      725,580.      MT  (+/- 180 meters Scaled)
 HL0263
 HL0263                          SUPERSEDED SURVEY CONTROL
 HL0263
 HL0263  NGVD 29 (??/??/92) 2698.813  (m)         8854.36   (f) ADJ UNCH    1 2
 HL0263
 HL0263.Superseded values are not recommended for survey control.
 HL0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0263.See file dsdata.txt to determine how the superseded data were derived.
 HL0263
 HL0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC673078(NAD 83)
 HL0263_MARKER: Q = CHISELED SQUARE
 HL0263_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HL0263_SP_SET: ABUTMENT
 HL0263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0263
 HL0263  HISTORY     - Date     Condition        Report By
 HL0263  HISTORY     - UNK      MONUMENTED       USGS
 HL0263  HISTORY     - 1928     GOOD             NGS
 HL0263  HISTORY     - 1985     MARK NOT FOUND   NGS
 HL0263
 HL0263                          STATION DESCRIPTION
 HL0263
 HL0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 HL0263'4.5 MI N FROM IRONTON.
 HL0263'ON WEST EDGE OF ANGLE IN HIGHWAY, 50 FT. SOUTH OF A TRAIL, ON TOP OF
 HL0263'WEST END OF NORTH ABUTMENT OF BRIDGE OVER UNCOMPHAGRE RIVER.  BRIDGE
 HL0263'RAILING MARKED U.S. 8856.7 B. M.
 HL0263
 HL0263                          STATION RECOVERY (1985)
 HL0263
 HL0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HL0263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1975 ***********************************************************************
 KK1975  DESIGNATION -  89
 KK1975  PID         -  KK1975
 KK1975  STATE/COUNTY-  CO/JEFFERSON
 KK1975  USGS QUAD   -  PINE (1994)
 KK1975
 KK1975                         *CURRENT SURVEY CONTROL
 KK1975  ___________________________________________________________________
 KK1975* NAD 83(1992)-  39 29 50.27176(N)    105 21 47.15415(W)     ADJUSTED  
 KK1975* NAVD 88     -      2808.7    (meters)    9215.     (feet)  VERTCON   
 KK1975  ___________________________________________________________________
 KK1975  LAPLACE CORR-         -12.54  (seconds)                    DEFLEC99
 KK1975  GEOID HEIGHT-         -13.83  (meters)                     GEOID03
 KK1975
 KK1975  HORZ ORDER  -  SECOND
 KK1975
 KK1975.The horizontal coordinates were established by classical geodetic methods
 KK1975.and adjusted by the National Geodetic Survey in January 1993..
 KK1975
 KK1975.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1975
 KK1975.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1975
 KK1975.The geoid height was determined by GEOID03.
 KK1975
 KK1975;                    North         East     Units Scale Factor Converg.
 KK1975;SPC CO C     -   489,524.599   926,177.184   MT  0.99995978   +0 05 10.8
 KK1975;SPC CO C     - 1,606,048.62  3,038,632.98   sFT  0.99995978   +0 05 10.8
 KK1975;UTM  13      - 4,372,027.527   468,779.911   MT  0.99961200   -0 13 51.4
 KK1975
 KK1975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1975!SPC CO C     -   0.99956172  x   0.99995978  =   0.99952152
 KK1975!UTM  13      -   0.99956172  x   0.99961200  =   0.99917389
 KK1975
 KK1975|---------------------------------------------------------------------|
 KK1975| PID    Reference Object                     Distance      Geod. Az  |
 KK1975|                                                           dddmmss.s |
 KK1975| CP7246 89 RM 1                              16.308 METERS 10205     |
 KK1975| CP7247 89 RM 2                              10.031 METERS 20627     |
 KK1975| KK1983 BUCKLEY                             APPROX. 5.8 KM 2092226.0 |
 KK1975|---------------------------------------------------------------------|
 KK1975
 KK1975                          SUPERSEDED SURVEY CONTROL
 KK1975
 KK1975  NAD 83(1986)-  39 29 50.26888(N)    105 21 47.15580(W) AD(       ) 2
 KK1975  NAD 27      -  39 29 50.30644(N)    105 21 45.17421(W) AD(       ) 2
 KK1975  NGVD 29 (07/19/86) 2807.4    (m)         9211.     (f) VERT ANG       
 KK1975
 KK1975.Superseded values are not recommended for survey control.
 KK1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1975.See file dsdata.txt to determine how the superseded data were derived.
 KK1975
 KK1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD6878072028(NAD 83)
 KK1975_MARKER: DD = SURVEY DISK
 KK1975_SETTING: 66 = SET IN ROCK OUTCROP
 KK1975
 KK1975  HISTORY     - Date     Condition        Report By
 KK1975  HISTORY     - 1977     MONUMENTED       CO-059
 KK1975
 KK1975                          STATION DESCRIPTION
 KK1975
 KK1975'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1975'THE STATION IS LOCATED 1.5 MILES SOUTHWEST OF CONIFER, SECTION
 KK1975'29, T 6 S, R 71 W.
 KK1975'
 KK1975'TO REACH THE STATION FROM THE CONIFER POST OFFICE, GO 1.4 MILE
 KK1975'WEST ON U.S. HIGHWAY 285 TO KINGS VALLEY ROAD TO THE NORTH.
 KK1975'TURN LEFT AND GO NORTH 0.5 MILE TO A 4-WAY JUNCTION.  TURN LEFT
 KK1975'ONTO HALDIMAND DRIVE AND GO 0.2 MILE WEST TO A JUNCTION.  TURN
 KK1975'LEFT ONTO FLORENCE DRIVE AND GO 0.4 MILE TO A POINT WHERE IT
 KK1975'HAS TURNED INTO BEAR PARK ROAD AND COMES TO A JUNCTION.  TURN
 KK1975'LEFT ONTO KINGS VALLEY WEST AND GO 0.2 MILE TO A WIDE AREA ON
 KK1975'A HORSESHOE BEND TO THE RIGHT.  BEGIN THE 20 MINUTE PACK
 KK1975'STRAIGHT WEST TO A ROCK OUTCROP PEAK A LITTLE LOWER THAN THE
 KK1975'MAIN PEAK SEVERAL YARDS TO ITS NORTH.  THE STATION IS ON
 KK1975'THIS LOWER ROCK OUTCROP, 35 FEET ON ITS SOUTH TIP.
 KK1975'
 KK1975'THE STATION MARK, STAMPED---89 JCMD 1977---, IS A 3-INCH BRONZE
 KK1975'DISK CEMENTED INTO A DRILL HOLE IN THE BEDROCK OUTCROP.  650 FEET
 KK1975'SOUTH-SOUTHEAST AND ABOUT 80 FEET LOWER THAN THE HIGHEST PEAK ON
 KK1975'A RIDGE RUNNING THAT DIRECTION, 10 FEET WEST OF THE HIGHEST POINT
 KK1975'IN THE IMMEDIATE AREA, 40 FEET WEST OF ANOTHER NEARLY EQUAL
 KK1975'ROCK OUTCROP, 50 FEET NORTH OF A SHEAR CLIFF TO THE SOUTH, AND
 KK1975'14.4 FEET WEST OF A 6-INCH PINE TREE.
 KK1975'
 KK1975'REFERENCE MARK 1, STAMPED---89 JCMD RM 1 1977---, IS A 3-INCH
 KK1975'BRONZE DISK CEMENTED IN A BEDROCK OUTCROP, 30 FEET NORTH OF THE
 KK1975'HIGHEST POINT, AND 18 FEET EAST OF A LARGE BLAZE ON A 12-INCH
 KK1975'PINE TREE.
 KK1975'
 KK1975'REFERENCE MARK 2, STAMPED---89 JCMD RM 2 1977---, IS A 3-INCH
 KK1975'BRONZE DISK CEMENTED IN A BEDROCK OUTCROP, 7 FEET NORTH OF THE
 KK1975'BEFORE MENTIONED SHEAR CLIFF  TO THE SOUTH, 9 FEET
 KK1975'NORTH-NORTHEAST OF A 2-INCH SPRUCE TREE, AND 9 FEET WEST OF
 KK1975'A 12-INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0141 ***********************************************************************
 HL0141  DESIGNATION -  8928
 HL0141  PID         -  HL0141
 HL0141  STATE/COUNTY-  CO/MINERAL
 HL0141  USGS QUAD   -  WORKMAN CREEK (1964)
 HL0141
 HL0141                         *CURRENT SURVEY CONTROL
 HL0141  ___________________________________________________________________
 HL0141* NAD 83(1986)-  37 43 29.     (N)    107 02 14.     (W)     SCALED    
 HL0141* NAVD 88     -      2721.366  (meters)    8928.35   (feet)  ADJUSTED  
 HL0141  ___________________________________________________________________
 HL0141  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 HL0141  DYNAMIC HT  -        2717.558 (meters)    8915.85  (feet)  COMP
 HL0141  MODELED GRAV-     979,132.3   (mgal)                       NAVD 88
 HL0141
 HL0141  VERT ORDER  -  SECOND    CLASS 0
 HL0141
 HL0141.The horizontal coordinates were scaled from a topographic map and have
 HL0141.an estimated accuracy of +/- 6 seconds.
 HL0141
 HL0141.The orthometric height was determined by differential leveling
 HL0141.and adjusted by the National Geodetic Survey in June 1991..
 HL0141
 HL0141.The geoid height was determined by GEOID03.
 HL0141
 HL0141.The dynamic height is computed by dividing the NAVD 88
 HL0141.geopotential number by the normal gravity value computed on the
 HL0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0141.degrees latitude (g = 980.6199 gals.).
 HL0141
 HL0141.The modeled gravity was interpolated from observed gravity values.
 HL0141
 HL0141;                    North         East    Units  Estimated Accuracy
 HL0141;SPC CO S     -   423,340.      778,890.      MT  (+/- 180 meters Scaled)
 HL0141
 HL0141                          SUPERSEDED SURVEY CONTROL
 HL0141
 HL0141  NGVD 29 (??/??/92) 2719.703  (m)         8922.89   (f) ADJ UNCH    2 0
 HL0141
 HL0141.Superseded values are not recommended for survey control.
 HL0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0141.See file dsdata.txt to determine how the superseded data were derived.
 HL0141
 HL0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB204772(NAD 83)
 HL0141_MARKER: P = PIPE CAP
 HL0141_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HL0141_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HL0141_STAMPING: 8928 OURAY
 HL0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0141
 HL0141  HISTORY     - Date     Condition        Report By
 HL0141  HISTORY     - UNK      MONUMENTED       USGS
 HL0141  HISTORY     - 1934     GOOD             NGS
 HL0141
 HL0141                          STATION DESCRIPTION
 HL0141
 HL0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HL0141'12.8 MI SW FROM CREEDE.
 HL0141'12.8 MILES SOUTHWEST ALONG STATE HIGHWAY 149 FROM THE DENVER AND RIO
 HL0141'GRANDE RAILROAD STATION AT CREEDE, MINERAL COUNTY, 300 FEET SOUTHWEST
 HL0141'OF A BIG BOULDER LYING CLOSE TO A FENCE, 160 FEET EAST OF THE
 HL0141'CENTERLINE OF THE HIGHWAY, 60 FEET WEST OF A FENCE PARALLELING THE
 HL0141'HIGHWAY, AND 12 FEET EAST OF THE CENTERLINE OF THE OLD HIGHWAY.  A
 HL0141'UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 8928 OURAY AND
 HL0141'RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 18 INCHES
 HL0141'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1071 ***********************************************************************
 JK1071  DESIGNATION -  8E
 JK1071  PID         -  JK1071
 JK1071  STATE/COUNTY-  CO/PUEBLO
 JK1071  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1071
 JK1071                         *CURRENT SURVEY CONTROL
 JK1071  ___________________________________________________________________
 JK1071* NAD 83(1992)-  38 23 40.50258(N)    104 20 22.83937(W)     ADJUSTED  
 JK1071* NAVD 88     -      1483.06   (+/-2cm)    4865.7    (feet)  VERTCON   
 JK1071  ___________________________________________________________________
 JK1071  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 JK1071  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 JK1071
 JK1071  HORZ ORDER  -  SECOND
 JK1071  VERT ORDER  -  THIRD ? (See Below)
 JK1071
 JK1071.The horizontal coordinates were established by classical geodetic methods
 JK1071.and adjusted by the National Geodetic Survey in January 1993..
 JK1071
 JK1071.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1071.The vertical order pertains to the NGVD 29 superseded value.
 JK1071
 JK1071.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1071
 JK1071.The geoid height was determined by GEOID03.
 JK1071
 JK1071;                    North         East     Units Scale Factor Converg.
 JK1071;SPC CO S     -   497,207.045 1,015,764.011   MT  0.99999316   +0 42 42.2
 JK1071;SPC CO S     - 1,631,253.45  3,332,552.43   sFT  0.99999316   +0 42 42.2
 JK1071;UTM  13      - 4,249,802.788   557,662.825   MT  0.99964095   +0 24 36.4
 JK1071
 JK1071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1071!SPC CO S     -   0.99977048  x   0.99999316  =   0.99976364
 JK1071!UTM  13      -   0.99977048  x   0.99964095  =   0.99941151
 JK1071
 JK1071:                Primary Azimuth Mark                     Grid Az
 JK1071:SPC CO S     -  9                                        286 29 59.2
 JK1071:UTM  13      -  9                                        286 48 05.0
 JK1071
 JK1071|---------------------------------------------------------------------|
 JK1071| PID    Reference Object                     Distance      Geod. Az  |
 JK1071|                                                           dddmmss.s |
 JK1071| JK1072 9                                   APPROX. 0.6 KM 2871241.4 |
 JK1071|---------------------------------------------------------------------|
 JK1071
 JK1071                          SUPERSEDED SURVEY CONTROL
 JK1071
 JK1071  NAD 83(1986)-  38 23 40.49069(N)    104 20 22.83471(W) AD(       ) 2
 JK1071  NAD 27      -  38 23 40.49573(N)    104 20 20.95162(W) AD(       ) 2
 JK1071  NGVD 29 (07/19/86) 1482.22   (m)         4862.9    (f) LEVELING    3  
 JK1071
 JK1071.Superseded values are not recommended for survey control.
 JK1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1071.See file dsdata.txt to determine how the superseded data were derived.
 JK1071
 JK1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5766349803(NAD 83)
 JK1071
 JK1071  HISTORY     - Date     Condition        Report By
 JK1071  HISTORY     - UNK      MONUMENTED
 JK1071  HISTORY     - 1975     GOOD             NGS
 JK1071
 JK1071                          STATION DESCRIPTION
 JK1071
 JK1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1071'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1071'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1071'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS
 JK1071'ABOUT 4.1 MILES SOUTHWEST OF THE FEDERAL HEADQUARTERS BUILDING, ON A
 JK1071'SLIGHT RISE, ALONG THE SOUTH LIMB OF THE HIGH SPEED TRACK, ABOUT
 JK1071'0.25 MILE NORTH OF AN EAST-WEST FENCELINE, METAL GATE AND SURFACED
 JK1071'ROAD AND ABOUT 125 FEET EAST OF A GRAVELED ROAD.
 JK1071'
 JK1071'A STANDARD TRAVERSE STATION MARK DISK, SET IN THE TOP OF A ROUND
 JK1071'CONCRETE MONUMENT 5 FEET INTO GROUND AND PROJECTING ABOUT 2
 JK1071'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6495 ***********************************************************************
 DG6495  SACS        -  This is a Secondary Airport Control Station.
 DG6495  DESIGNATION -  8V5 A
 DG6495  PID         -  DG6495
 DG6495  STATE/COUNTY-  CO/PHILLIPS
 DG6495  USGS QUAD   -  HOLYOKE (1971)
 DG6495
 DG6495                         *CURRENT SURVEY CONTROL
 DG6495  ___________________________________________________________________
 DG6495* NAD 83(1992)-  40 33 56.81510(N)    102 16 06.30872(W)     ADJUSTED  
 DG6495* NAVD 88     -      1136.22   (meters)    3727.7    (feet)  GPS OBS   
 DG6495  ___________________________________________________________________
 DG6495  X           -  -1,031,208.957 (meters)                     COMP
 DG6495  Y           -  -4,742,107.727 (meters)                     COMP
 DG6495  Z           -   4,126,636.921 (meters)                     COMP
 DG6495  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 DG6495  ELLIP HEIGHT-        1115.11  (meters)          (08/05/04) GPS OBS
 DG6495  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 DG6495
 DG6495  HORZ ORDER  -  FIRST
 DG6495  ELLP ORDER  -  FOURTH    CLASS I
 DG6495
 DG6495.This mark is at Holyoke Airport (8V5)
 DG6495
 DG6495.The horizontal coordinates were established by GPS observations
 DG6495.and adjusted by the MOUNTAIN SURVEYING in August 2004..
 DG6495
 DG6495.The orthometric height was determined by GPS observations and a
 DG6495.high-resolution geoid model.
 DG6495
 DG6495.GPS derived orthometric heights for airport stations designated as
 DG6495.PACS or SACS are published to 2 decimal places.  This maintains
 DG6495.centimeter relative accuracy between the PACS and SACS.  It does
 DG6495.not indicate centimeter accuracy relative to other marks which are
 DG6495.part of the NAVD 88 network.
 DG6495
 DG6495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6495
 DG6495.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6495
 DG6495.The ellipsoidal height was determined by GPS observations
 DG6495.and is referenced to NAD 83.
 DG6495
 DG6495.The geoid height was determined by GEOID03.
 DG6495
 DG6495;                    North         East     Units Scale Factor Converg.
 DG6495;SPC CO N     -   446,628.419 1,187,999.711   MT  0.99997193   +2 05 16.9
 DG6495;SPC CO N     - 1,465,313.40  3,897,629.05   sFT  0.99997193   +2 05 16.9
 DG6495;UTM  13      - 4,494,142.803   731,244.825   MT  1.00025826   +1 46 37.9
 DG6495
 DG6495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6495!SPC CO N     -   0.99982511  x   0.99997193  =   0.99979704
 DG6495!UTM  13      -   0.99982511  x   1.00025826  =   1.00008332
 DG6495
 DG6495                          SUPERSEDED SURVEY CONTROL
 DG6495
 DG6495.No superseded survey control is available for this station.
 DG6495
 DG6495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE3124594143(NAD 83)
 DG6495_MARKER: DH = HORIZONTAL CONTROL DISK
 DG6495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6495_STAMPING: 8V5 A 2004
 DG6495_MARK LOGO: NGS   
 DG6495_PROJECTION: FLUSH
 DG6495_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6495+STABILITY: SURFACE MOTION
 DG6495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6495+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2004
 DG6495
 DG6495  HISTORY     - Date     Condition        Report By
 DG6495  HISTORY     - 20040420 MONUMENTED       MSAM
 DG6495
 DG6495                          STATION DESCRIPTION
 DG6495
 DG6495'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 DG6495'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC. 2004 (DJK) THE
 DG6495'STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) EAST OF HOLYOKE, AT THE
 DG6495'HOLYOKE AIRPORT.  THE AIRPORT IS UNCONTROLLED, PERMISSION TO  ENTER IS
 DG6495'REQUIRED. AIRPORT MANAGER--JAMES SCHOLL TELEPHONE--970-854-9498
 DG6495' 
 DG6495'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 6 AND US
 DG6495'HIGHWAY 385 IN HOLYOKE, GO EAST ON HIGHWAY 6 FOR 1.6 KM (1.0 MI) TO
 DG6495'COUNTY ROAD 41.  TURN RIGHT (SOUTH) ON COUNTY RD 41 FOR .80 KM (0.50
 DG6495'MI) TO SCHOLL ROAD.  TURN LEFT (EAST) ON SCHOLL ROAD FOR .14 KM (0.09
 DG6495'MI) TO THE END OF THE APRON.  TURN LEFT (NORTH) ON THE APRON FOR 61.0
 DG6495'M (200') TO TAXIWAY A.  TURN RIGHT (EAST) ON TAXIWAY A FOR .64 KM (0.4
 DG6495'MI) TO RUNWAY 14/32.  TURN LEFT (SOUTH) ON THE RUNWAY FOR 1.20 KM
 DG6495'(0.75 MI) AND THE STATION ON THE LEFT.  ON TOP OF A SMALL HILL
 DG6495'APPROXIMATLY 457 M (1500')  SOUTH OF THE WINDSOCK AND BEACON.
 DG6495' 
 DG6495'THE MARK IS A NGS BRASS DISK SET IN THE TOP OF A CONCRETE POST.  IT IS
 DG6495'87.5 M (287.10 FT) EAST OF THE EAST EDGE OF RUNWAY 14/32, 84.5 M
 DG6495'(277.23 FT) EAST OF A RUNWAY LIGHT, 63.7 M (209.00 FT) SOUTHWEST OF A
 DG6495'ANGLE IRON BRACE IN THE FENCE,  1.0 M (3.28 FT) NORTH AND 1.0 M (3.28
 DG6495'FT) SOUTH OF FIBERGLASS WITNESS POSTS. THIS  STATION IS DESIGNATED AS
 DG6495'A SECONDARY CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG6496 ***********************************************************************
 DG6496  SACS        -  This is a Secondary Airport Control Station.
 DG6496  DESIGNATION -  8V5 B
 DG6496  PID         -  DG6496
 DG6496  STATE/COUNTY-  CO/PHILLIPS
 DG6496  USGS QUAD   -  HOLYOKE (1971)
 DG6496
 DG6496                         *CURRENT SURVEY CONTROL
 DG6496  ___________________________________________________________________
 DG6496* NAD 83(1992)-  40 34 42.32227(N)    102 16 44.74180(W)     ADJUSTED  
 DG6496* NAVD 88     -      1134.49   (meters)    3722.1    (feet)  GPS OBS   
 DG6496  ___________________________________________________________________
 DG6496  X           -  -1,031,898.057 (meters)                     COMP
 DG6496  Y           -  -4,741,022.002 (meters)                     COMP
 DG6496  Z           -   4,127,702.260 (meters)                     COMP
 DG6496  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 DG6496  ELLIP HEIGHT-        1113.43  (meters)          (08/05/04) GPS OBS
 DG6496  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 DG6496
 DG6496  HORZ ORDER  -  FIRST
 DG6496  ELLP ORDER  -  FOURTH    CLASS I
 DG6496
 DG6496.This mark is at Holyoke Airport (8V5)
 DG6496
 DG6496.The horizontal coordinates were established by GPS observations
 DG6496.and adjusted by the MOUNTAIN SURVEYING in August 2004..
 DG6496
 DG6496.The orthometric height was determined by GPS observations and a
 DG6496.high-resolution geoid model.
 DG6496
 DG6496.GPS derived orthometric heights for airport stations designated as
 DG6496.PACS or SACS are published to 2 decimal places.  This maintains
 DG6496.centimeter relative accuracy between the PACS and SACS.  It does
 DG6496.not indicate centimeter accuracy relative to other marks which are
 DG6496.part of the NAVD 88 network.
 DG6496
 DG6496.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG6496
 DG6496.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG6496
 DG6496.The ellipsoidal height was determined by GPS observations
 DG6496.and is referenced to NAD 83.
 DG6496
 DG6496.The geoid height was determined by GEOID03.
 DG6496
 DG6496;                    North         East     Units Scale Factor Converg.
 DG6496;SPC CO N     -   447,998.284 1,187,045.276   MT  0.99997317   +2 04 52.1
 DG6496;SPC CO N     - 1,469,807.70  3,894,497.71   sFT  0.99997317   +2 04 52.1
 DG6496;UTM  13      - 4,495,518.212   730,297.564   MT  1.00025288   +1 46 14.5
 DG6496
 DG6496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG6496!SPC CO N     -   0.99982537  x   0.99997317  =   0.99979854
 DG6496!UTM  13      -   0.99982537  x   1.00025288  =   1.00007821
 DG6496
 DG6496                          SUPERSEDED SURVEY CONTROL
 DG6496
 DG6496.No superseded survey control is available for this station.
 DG6496
 DG6496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE3029895518(NAD 83)
 DG6496_MARKER: DH = HORIZONTAL CONTROL DISK
 DG6496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG6496_STAMPING: 8V5 B 2004
 DG6496_MARK LOGO: NGS   
 DG6496_PROJECTION: FLUSH
 DG6496_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6496+STABILITY: SURFACE MOTION
 DG6496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6496+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2004
 DG6496
 DG6496  HISTORY     - Date     Condition        Report By
 DG6496  HISTORY     - 20040420 MONUMENTED       MSAM
 DG6496
 DG6496                          STATION DESCRIPTION
 DG6496
 DG6496'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 DG6496'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC. 2004 (DJK) THE
 DG6496'STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) EAST OF HOLYOKE, AT THE
 DG6496'HOLYOKE AIRPORT.  THE AIRPORT IS UNCONTROLLED, PERMISSION TO  ENTER IS
 DG6496'REQUIRED. AIRPORT MANAGER--JAMES SCHOLL TELEPHONE--970-854-9498
 DG6496' 
 DG6496'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 6 AND US
 DG6496'HIGHWAY 385 IN HOLYOKE, GO EAST ON HIGHWAY 6 FOR 1.6 KM (1.0 MI) TO
 DG6496'COUNTY ROAD 41.  TURN RIGHT (SOUTH) ON COUNTY RD 41 FOR .80 KM (0.50
 DG6496'MI) TO SCHOLL ROAD.  TURN LEFT (EAST) ON SCHOLL ROAD FOR .14 KM (0.09
 DG6496'MI) TO THE END OF THE APRON.  CONTINUE EAST OFF OF THE APRON INTO THE
 DG6496'GRASS MEDIAN FOR 20.0 M (65.0 FT) TO THE STATION AHEAD.
 DG6496' 
 DG6496'THE MARK IS A NGS BRASS DISK SET IN THE TOP OF A CONCRETE POST.  IT IS
 DG6496'43.0 M (141.1 FT) FROM THE NORTHEAST CORNER OF THE SOUTHEASTERN MOST
 DG6496'HANGER, 29.2 M  (95.8 FT) WEST OF THE AIRPLANE SHAPED WIND INDICATOR,
 DG6496'24.9 M (81.7 FT) SOUTHEAST OF  THE NORTHEAST CORNER OF THE APRON, 1.0
 DG6496'M (3.28 FT) EAST AND 1.0 M (3.28 FT) WEST OF  FIBERGLASS WITNESS
 DG6496'POSTS. THIS STATION IS DESIGNATED AS A SECONDARY CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5927 ***********************************************************************
 AI5927  SACS        -  This is a Secondary Airport Control Station.
 AI5927  DESIGNATION -  8V7 A
 AI5927  PID         -  AI5927
 AI5927  STATE/COUNTY-  CO/BACA
 AI5927  USGS QUAD   -  SPRINGFIELD EAST (1978)
 AI5927
 AI5927                         *CURRENT SURVEY CONTROL
 AI5927  ___________________________________________________________________
 AI5927* NAD 83(1992)-  37 27 56.07477(N)    102 37 08.33175(W)     ADJUSTED  
 AI5927* NAVD 88     -      1337.36   (meters)    4387.7    (feet)  GPS OBS   
 AI5927  ___________________________________________________________________
 AI5927  X           -  -1,107,575.696 (meters)                     COMP
 AI5927  Y           -  -4,947,309.655 (meters)                     COMP
 AI5927  Z           -   3,859,331.812 (meters)                     COMP
 AI5927  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 AI5927  ELLIP HEIGHT-        1314.31  (meters)          (10/21/02) GPS OBS
 AI5927  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 AI5927
 AI5927  HORZ ORDER  -  FIRST
 AI5927  ELLP ORDER  -  FIFTH     CLASS I
 AI5927
 AI5927.This mark is at Springfield Municipal Airport  (8V7)
 AI5927
 AI5927.The horizontal coordinates were established by GPS observations
 AI5927.and adjusted by the National Geodetic Survey in June 2000..
 AI5927
 AI5927.The orthometric height was determined by GPS observations and a
 AI5927.high-resolution geoid model.
 AI5927
 AI5927.GPS derived orthometric heights for airport stations designated as
 AI5927.PACS or SACS are published to 2 decimal places.  This maintains
 AI5927.centimeter relative accuracy between the PACS and SACS.  It does
 AI5927.not indicate centimeter accuracy relative to other marks which are
 AI5927.part of the NAVD 88 network.
 AI5927
 AI5927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5927
 AI5927.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5927
 AI5927.The ellipsoidal height was determined by GPS observations
 AI5927.and is referenced to NAD 83.
 AI5927
 AI5927.The geoid height was determined by GEOID03.
 AI5927
 AI5927;                    North         East     Units Scale Factor Converg.
 AI5927;SPC CO S     -   397,396.509 1,169,225.035   MT  0.99996597   +1 46 01.8
 AI5927;SPC CO S     - 1,303,791.71  3,836,032.47   sFT  0.99996597   +1 46 01.8
 AI5927;UTM  13      - 4,149,184.605   710,570.925   MT  1.00014620   +1 26 55.9
 AI5927
 AI5927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5927!SPC CO S     -   0.99979380  x   0.99996597  =   0.99975977
 AI5927!UTM  13      -   0.99979380  x   1.00014620  =   0.99993997
 AI5927
 AI5927                          SUPERSEDED SURVEY CONTROL
 AI5927
 AI5927  ELLIP H (06/30/00) 1314.34   (m)                       GP(       ) 1 1
 AI5927
 AI5927.Superseded values are not recommended for survey control.
 AI5927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5927.See file dsdata.txt to determine how the superseded data were derived.
 AI5927
 AI5927_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB1057149185(NAD 83)
 AI5927_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5927_STAMPING: 8V7 A 1999
 AI5927_MARK LOGO: NGS   
 AI5927_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5927+STABILITY: SURFACE MOTION
 AI5927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5927+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5927
 AI5927  HISTORY     - Date     Condition        Report By
 AI5927  HISTORY     - 1999     MONUMENTED       NGS
 AI5927
 AI5927                          STATION DESCRIPTION
 AI5927
 AI5927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5927'THE STATION IS LOCATED ABOUT 44.5 MI (71.6 KM) SOUTH OF LAMAR, 4.3 MI
 AI5927'(6.9 KM) NORTH OF SPRINGFIELD AND ON THE EASTSIDE OF U.S.  HIGHWAY
 AI5927'287, IN THE NORTHWEST 1/4 OF SECTION 5, T 30 S, R 46 W.  ACCESS TO THE
 AI5927'AIRPORT IS NOT CONTROLLED.  PERMISSION TO USE THIS STATION MUST BE
 AI5927'OBTAINED FROM THE AIRPORT MANAGER MR.  MELVIN BRISENDINE, P.  O. BOX
 AI5927'4, SPRINGFIELD, CO 81073, TELEPHONE - 719-523-6524. OWNERSHIP--CITY OF
 AI5927'SPRINGFIELD
 AI5927'TO REACH THE STATION FROM THE COURTHOUSE IN SPRINGFIELD AT THE
 AI5927'INTERSECTION OF MAIN STREET AND 7TH STREET, GO NORTH ON MAIN STREET
 AI5927'AND U.  S.  HIGHWAY 287 FOR 3.8 MI (6.1 KM) TO A SIDE ROAD RIGHT, THE
 AI5927'ENTRANCE TO THE SPRINGFIELD AIRPORT.  TURN RIGHT, EAST, FOR 0.05 MI
 AI5927'(0.08 KM) ACROSS THE RAMP TO THE TAXIWAY.  TURN LEFT, NORTH, ON THE
 AI5927'TAXIWAY 0.15 MI (0.24 KM) TO THE STATION ON THE LEFT
 AI5927'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 AI5927'POST FLUSH WITH THE GROUND.  IT IS 80.8 M (265.1 FT) WEST-SOUTHWEST
 AI5927'FROM THE PROPOSED CENTER LINE OF THE NEW RUNWAY, 71.5 M (234.6 FT)
 AI5927'WEST FROM THE NORTHWEST CORNER OF THE NEW CONCRETE RUNWAY, 56.0 M
 AI5927'(183.7 FT) EAST-NORTHEAST FROM THE RIGHT-OF-WAY FENCE, 30.4 M (99.7
 AI5927'FT) WEST-SOUTHWEST FROM THE WESTERN EDGE OF TAXIWAY, 0.8 M (2.6 FT)
 AI5927'SOUTH FROM A WITNESS POST AND 0.8 M (2.6 FT) NORTH FROM A WITNESS
 AI5927'POST.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 AI5927'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5926 ***********************************************************************
 AI5926  PACS        -  This is a Primary Airport Control Station.
 AI5926  DESIGNATION -  8V7 B
 AI5926  PID         -  AI5926
 AI5926  STATE/COUNTY-  CO/BACA
 AI5926  USGS QUAD   -  SPRINGFIELD EAST (1978)
 AI5926
 AI5926                         *CURRENT SURVEY CONTROL
 AI5926  ___________________________________________________________________
 AI5926* NAD 83(1992)-  37 27 31.36411(N)    102 37 08.03617(W)     ADJUSTED  
 AI5926* NAVD 88     -      1337.48   (meters)    4388.0    (feet)  GPS OBS   
 AI5926  ___________________________________________________________________
 AI5926  X           -  -1,107,669.878 (meters)                     COMP
 AI5926  Y           -  -4,947,763.602 (meters)                     COMP
 AI5926  Z           -   3,858,727.063 (meters)                     COMP
 AI5926  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 AI5926  ELLIP HEIGHT-        1314.43  (meters)          (10/21/02) GPS OBS
 AI5926  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 AI5926
 AI5926  HORZ ORDER  -  B
 AI5926  ELLP ORDER  -  FIFTH     CLASS I
 AI5926
 AI5926.This mark is at Springfield Municipal Airport  (8V7)
 AI5926
 AI5926.The horizontal coordinates were established by GPS observations
 AI5926.and adjusted by the National Geodetic Survey in June 2000..
 AI5926
 AI5926.The orthometric height was determined by GPS observations and a
 AI5926.high-resolution geoid model.
 AI5926
 AI5926.GPS derived orthometric heights for airport stations designated as
 AI5926.PACS or SACS are published to 2 decimal places.  This maintains
 AI5926.centimeter relative accuracy between the PACS and SACS.  It does
 AI5926.not indicate centimeter accuracy relative to other marks which are
 AI5926.part of the NAVD 88 network.
 AI5926
 AI5926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5926
 AI5926.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5926
 AI5926.The ellipsoidal height was determined by GPS observations
 AI5926.and is referenced to NAD 83.
 AI5926
 AI5926.The geoid height was determined by GEOID03.
 AI5926
 AI5926;                    North         East     Units Scale Factor Converg.
 AI5926;SPC CO S     -   396,635.303 1,169,255.787   MT  0.99996674   +1 46 01.9
 AI5926;SPC CO S     - 1,301,294.32  3,836,133.36   sFT  0.99996674   +1 46 01.9
 AI5926;UTM  13      - 4,148,423.103   710,597.452   MT  1.00014634   +1 26 55.3
 AI5926
 AI5926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5926!SPC CO S     -   0.99979378  x   0.99996674  =   0.99976052
 AI5926!UTM  13      -   0.99979378  x   1.00014634  =   0.99994009
 AI5926
 AI5926                          SUPERSEDED SURVEY CONTROL
 AI5926
 AI5926  ELLIP H (06/30/00) 1314.46   (m)                       GP(       ) 1 1
 AI5926
 AI5926.Superseded values are not recommended for survey control.
 AI5926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5926.See file dsdata.txt to determine how the superseded data were derived.
 AI5926
 AI5926_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB1059748423(NAD 83)
 AI5926_MARKER: I = METAL ROD
 AI5926_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI5926_STAMPING: 8V7 B 1999
 AI5926_MARK LOGO: NGS   
 AI5926_PROJECTION: FLUSH
 AI5926_MAGNETIC: I = MARKER IS A STEEL ROD
 AI5926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5926+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5926_ROD/PIPE-DEPTH: 6.7  meters
 AI5926_SLEEVE-DEPTH  : 0.9 meters
 AI5926
 AI5926  HISTORY     - Date     Condition        Report By
 AI5926  HISTORY     - 1999     MONUMENTED       NGS
 AI5926
 AI5926                          STATION DESCRIPTION
 AI5926
 AI5926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5926'THE STATION IS LOCATED ABOUT 45 MI (72.4 KM) SOUTH OF LAMAR, 3 MI (4.8
 AI5926'KM) NORTH OF SPRINGFIELD AND ON THE EASTSIDE OF U.  S.  HIGHWAY 287,
 AI5926'IN THE SOUTHWEST 1/4 OF SECTION 5, T 30 S, R 46 W.  ACCESS TO THE
 AI5926'AIRPORT IS NOT CONTROLLED.  PERMISSION TO USE THIS STATION MUST BE
 AI5926'OBTAINED FROM THE AIRPORT MANAGER MR.  MELVIN BRISENDINE, P.O. BOX 4,
 AI5926'SPRINGFIELD, CO 81073, TELEPHONE - 719-523-6524 OWNERSHIP--CITY OF
 AI5926'SPRINGFIELD
 AI5926'TO REACH THE STATION FROM THE COURTHOUSE IN SPRINGFIELD AT THE
 AI5926'INTERSECTION OF MAIN STREET AND 7TH STREET, GO NORTH ON MAIN STREET
 AI5926'AND U.  S.  HIGHWAY 287 FOR 3.8 MI (6.1 KM) TO A SIDE ROAD RIGHT, THE
 AI5926'ENTRANCE TO THE SPRINGFIELD MUNICIPAL AIRPORT.  TURN RIGHT, EAST, FOR
 AI5926'0.05 MI (0.08 KM) ACROSS THE RAMP TO THE TAXIWAY.  TURN RIGHT, SOUTH,
 AI5926'FOR 0.25 MI (0.40 KM) TO THE STATION ON THE RIGHT
 AI5926'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 6.7 M (22.0 FT) LONG
 AI5926'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 0.9 M (3.0 FT)
 AI5926'LONG GREASED PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID,
 AI5926'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 80.8 M
 AI5926'(265.1 FT) WEST-SOUTHWEST FROM THE CENTER LINE OF THE NEW RUNWAY, 71.7
 AI5926'M (235.2 FT) WEST FROM THE WEST EDGE OF THE NEW CONCRETE RUNWAY, 62.0
 AI5926'M (203.4 FT) EAST-NORTHEAST FROM THE RIGHT-OF-WAY FENCE, 30.4 M (99.7
 AI5926'FT) WEST-SOUTHWEST FROM THE WEST EDGE OF THE TAXIWAY, 0.8 M (2.6 FT)
 AI5926'NORTH FROM A WITNESS POST AND 0.8 M (2.6 FT) SOUTH FROM A WITNESS
 AI5926'POST.  THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL
 AI5926'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5928 ***********************************************************************
 AI5928  SACS        -  This is a Secondary Airport Control Station.
 AI5928  DESIGNATION -  8V7 C
 AI5928  PID         -  AI5928
 AI5928  STATE/COUNTY-  CO/BACA
 AI5928  USGS QUAD   -  SPRINGFIELD EAST (1978)
 AI5928
 AI5928                         *CURRENT SURVEY CONTROL
 AI5928  ___________________________________________________________________
 AI5928* NAD 83(1992)-  37 27 06.62945(N)    102 37 07.73337(W)     ADJUSTED  
 AI5928* NAVD 88     -      1337.67   (meters)    4388.7    (feet)  GPS OBS   
 AI5928  ___________________________________________________________________
 AI5928  X           -  -1,107,763.979 (meters)                     COMP
 AI5928  Y           -  -4,948,218.010 (meters)                     COMP
 AI5928  Z           -   3,858,121.714 (meters)                     COMP
 AI5928  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 AI5928  ELLIP HEIGHT-        1314.62  (meters)          (10/21/02) GPS OBS
 AI5928  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 AI5928
 AI5928  HORZ ORDER  -  FIRST
 AI5928  ELLP ORDER  -  FIFTH     CLASS I
 AI5928
 AI5928.This mark is at Springfield Municipal Airport  (8V7)
 AI5928
 AI5928.The horizontal coordinates were established by GPS observations
 AI5928.and adjusted by the National Geodetic Survey in June 2000..
 AI5928
 AI5928.The orthometric height was determined by GPS observations and a
 AI5928.high-resolution geoid model.
 AI5928
 AI5928.GPS derived orthometric heights for airport stations designated as
 AI5928.PACS or SACS are published to 2 decimal places.  This maintains
 AI5928.centimeter relative accuracy between the PACS and SACS.  It does
 AI5928.not indicate centimeter accuracy relative to other marks which are
 AI5928.part of the NAVD 88 network.
 AI5928
 AI5928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5928
 AI5928.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5928
 AI5928.The ellipsoidal height was determined by GPS observations
 AI5928.and is referenced to NAD 83.
 AI5928
 AI5928.The geoid height was determined by GEOID03.
 AI5928
 AI5928;                    North         East     Units Scale Factor Converg.
 AI5928;SPC CO S     -   395,873.363 1,169,286.741   MT  0.99996753   +1 46 02.1
 AI5928;SPC CO S     - 1,298,794.53  3,836,234.92   sFT  0.99996753   +1 46 02.1
 AI5928;UTM  13      - 4,147,660.866   710,624.173   MT  1.00014648   +1 26 54.7
 AI5928
 AI5928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5928!SPC CO S     -   0.99979375  x   0.99996753  =   0.99976128
 AI5928!UTM  13      -   0.99979375  x   1.00014648  =   0.99994020
 AI5928
 AI5928                          SUPERSEDED SURVEY CONTROL
 AI5928
 AI5928  ELLIP H (06/30/00) 1314.65   (m)                       GP(       ) 1 1
 AI5928
 AI5928.Superseded values are not recommended for survey control.
 AI5928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5928.See file dsdata.txt to determine how the superseded data were derived.
 AI5928
 AI5928_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB1062447661(NAD 83)
 AI5928_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5928_STAMPING: 8V7 C 1999
 AI5928_MARK LOGO: NGS   
 AI5928_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5928+STABILITY: SURFACE MOTION
 AI5928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5928+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5928
 AI5928  HISTORY     - Date     Condition        Report By
 AI5928  HISTORY     - 1999     MONUMENTED       NGS
 AI5928
 AI5928                          STATION DESCRIPTION
 AI5928
 AI5928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5928'THE STATION IS LOCATED ABOUT 45.5 MI (73.2 KM) SOUTH OF LAMAR, 3.2 MI
 AI5928'(5.1 KM) NORTH OF SPRINGFIELD AND ON THE EASTSIDE OF U.S.  HIGHWAY
 AI5928'287, IN THE NORTHWEST 1/4 OF SECTION 8, T 30 S, R 46 W.  ACCESS TO THE
 AI5928'AIRPORT IS NOT CONTROLLED.  PERMISSION TO USE THIS STATION MUST BE
 AI5928'OBTAINED FROM THE AIRPORT MANAGER MR.  MELVIN BRISENDINE, P.  O. BOX
 AI5928'4, SPRINGFIELD, CO 81073, TELEPHONE - 719-523-6524. OWNERSHIP--CITY OF
 AI5928'SPRINGFIELD
 AI5928'TO REACH THE STATION FROM THE COURTHOUSE IN SPRINGFIELD AT THE
 AI5928'INTERSECTION OF MAIN STREET AND 7TH STREET, GO NORTH ON MAIN STREET
 AI5928'AND U.  S.  HIGHWAY 287 FOR 3.8 MI (6.1 KM) TO A SIDE ROAD RIGHT, THE
 AI5928'ENTRANCE TO THE SPRINGFIELD AIRPORT.  TURN RIGHT, EAST, FOR 0.05 MI
 AI5928'(0.08 KM) ACROSS THE RAMP TO THE TAXIWAY.  TURN RIGHT, SOUTH, ON THE
 AI5928'TAXIWAY 0.55 MI (0.89 KM) TO THE STATION ON THE RIGHT AT THE SOUTH END
 AI5928'OF THE RUNWAY
 AI5928'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 AI5928'POST FLUSH WITH THE GROUND.  IT IS 80.8 M (265.1 FT) WEST-SOUTHWEST
 AI5928'FROM THE CENTER LINE OF THE RUNWAY, 71.5 M (234.6 FT) WEST FROM THE
 AI5928'SOUTHWEST CORNER OF THE NEW CONCRETE RUNWAY, 55.5 M (182.1 FT)
 AI5928'EAST-NORTHEAST FROM THE RIGHT-OF-WAY FENCE, 0.8 M (2.6 FT) SOUTH FROM
 AI5928'A WITNESS POST AND 0.8 M (2.6 FT) NORTH FROM A WITNESS POST.  THIS
 AI5928'STATION IS DESIGNATED AS A SECONDARY CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0218 ***********************************************************************
 LK0218  DESIGNATION -  9
 LK0218  PID         -  LK0218
 LK0218  STATE/COUNTY-  CO/LOGAN
 LK0218  USGS QUAD   -  ATWOOD (1951)
 LK0218
 LK0218                         *CURRENT SURVEY CONTROL
 LK0218  ___________________________________________________________________
 LK0218* NAD 83(1986)-  40 34 43.     (N)    103 21 30.     (W)     SCALED    
 LK0218* NAVD 88     -      1252.079  (meters)    4107.86   (feet)  ADJUSTED  
 LK0218  ___________________________________________________________________
 LK0218  GEOID HEIGHT-         -19.57  (meters)                     GEOID03
 LK0218  DYNAMIC HT  -        1251.144 (meters)    4104.79  (feet)  COMP
 LK0218  MODELED GRAV-     979,833.9   (mgal)                       NAVD 88
 LK0218
 LK0218  VERT ORDER  -  SECOND    CLASS 0
 LK0218
 LK0218.The horizontal coordinates were scaled from a topographic map and have
 LK0218.an estimated accuracy of +/- 6 seconds.
 LK0218
 LK0218.The orthometric height was determined by differential leveling
 LK0218.and adjusted by the National Geodetic Survey in June 1991..
 LK0218
 LK0218.The geoid height was determined by GEOID03.
 LK0218
 LK0218.The dynamic height is computed by dividing the NAVD 88
 LK0218.geopotential number by the normal gravity value computed on the
 LK0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0218.degrees latitude (g = 980.6199 gals.).
 LK0218
 LK0218.The modeled gravity was interpolated from observed gravity values.
 LK0218
 LK0218;                    North         East    Units  Estimated Accuracy
 LK0218;SPC CO N     -   445,260.    1,095,710.      MT  (+/- 180 meters Scaled)
 LK0218
 LK0218                          SUPERSEDED SURVEY CONTROL
 LK0218
 LK0218  NGVD 29 (??/??/92) 1251.508  (m)         4105.99   (f) ADJ UNCH    2 0
 LK0218
 LK0218.Superseded values are not recommended for survey control.
 LK0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0218.See file dsdata.txt to determine how the superseded data were derived.
 LK0218
 LK0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE389932(NAD 83)
 LK0218_MARKER: DD = SURVEY DISK
 LK0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0218_STAMPING: STA NO 9 4106.048
 LK0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0218+STABILITY: SURFACE MOTION
 LK0218
 LK0218  HISTORY     - Date     Condition        Report By
 LK0218  HISTORY     - UNK      MONUMENTED       COGS
 LK0218  HISTORY     - 1941     GOOD             NGS
 LK0218
 LK0218                          STATION DESCRIPTION
 LK0218
 LK0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LK0218'8.9 MI W FROM STERLING.
 LK0218'8.9 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LK0218'FROM THE STATION AT STERLING, LOGAN COUNTY, 145.6 FEET NORTH OF THE
 LK0218'NORTH RAIL, 195 FEET NORTH OF THE CENTERLINE OF A ROAD, 75.8 FEET
 LK0218'NORTHWEST OF A BEET DUMP, AND 33.6 FEET SOUTH OF THE SOUTHWEST
 LK0218'CORNER OF A BLACKSMITH SHOP.  A STATE SURVEY STANDARD DISK,
 LK0218'STAMPED STA NO 9 4106.048 AND SET IN THE TOP OF A CONCRETE POST.
 LK0218'NOTE-- 1941 REPORT MARK IS 25 FEET NORTH OF THE CENTERLINE OF A
 LK0218'ROAD INSTEAD OF 195 FEET, AND 4 FEET NORTH OF A MAIL BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1072 ***********************************************************************
 JK1072  DESIGNATION -  9
 JK1072  PID         -  JK1072
 JK1072  STATE/COUNTY-  CO/PUEBLO
 JK1072  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1072
 JK1072                         *CURRENT SURVEY CONTROL
 JK1072  ___________________________________________________________________
 JK1072* NAD 83(1992)-  38 23 46.67300(N)    104 20 48.15356(W)     ADJUSTED  
 JK1072* NAVD 88     -      1486.97   (+/-2cm)    4878.5    (feet)  VERTCON   
 JK1072  ___________________________________________________________________
 JK1072  LAPLACE CORR-          -4.68  (seconds)                    DEFLEC99
 JK1072  GEOID HEIGHT-         -19.91  (meters)                     GEOID03
 JK1072
 JK1072  HORZ ORDER  -  SECOND
 JK1072  VERT ORDER  -  THIRD ? (See Below)
 JK1072
 JK1072.The horizontal coordinates were established by classical geodetic methods
 JK1072.and adjusted by the National Geodetic Survey in January 1993..
 JK1072
 JK1072.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1072.The vertical order pertains to the NGVD 29 superseded value.
 JK1072
 JK1072.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1072
 JK1072.The geoid height was determined by GEOID03.
 JK1072
 JK1072;                    North         East     Units Scale Factor Converg.
 JK1072;SPC CO S     -   497,389.684 1,015,147.424   MT  0.99999345   +0 42 26.7
 JK1072;SPC CO S     - 1,631,852.65  3,330,529.51   sFT  0.99999345   +0 42 26.7
 JK1072;UTM  13      - 4,249,988.604   557,047.425   MT  0.99964008   +0 24 20.8
 JK1072
 JK1072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1072!SPC CO S     -   0.99976986  x   0.99999345  =   0.99976331
 JK1072!UTM  13      -   0.99976986  x   0.99964008  =   0.99941002
 JK1072
 JK1072:                Primary Azimuth Mark                     Grid Az
 JK1072:SPC CO S     -  9D                                       299 43 54.4
 JK1072:UTM  13      -  9D                                       300 02 00.3
 JK1072
 JK1072|---------------------------------------------------------------------|
 JK1072| PID    Reference Object                     Distance      Geod. Az  |
 JK1072|                                                           dddmmss.s |
 JK1072| JK1073 9D                                  APPROX. 0.8 KM 3002621.1 |
 JK1072|---------------------------------------------------------------------|
 JK1072
 JK1072                          SUPERSEDED SURVEY CONTROL
 JK1072
 JK1072  NAD 83(1986)-  38 23 46.66110(N)    104 20 48.14887(W) AD(       ) 2
 JK1072  NAD 27      -  38 23 46.66611(N)    104 20 46.26514(W) AD(       ) 2
 JK1072  NGVD 29 (07/19/86) 1486.13   (m)         4875.7    (f) LEVELING    3  
 JK1072
 JK1072.Superseded values are not recommended for survey control.
 JK1072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1072.See file dsdata.txt to determine how the superseded data were derived.
 JK1072
 JK1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5704749989(NAD 83)
 JK1072
 JK1072  HISTORY     - Date     Condition        Report By
 JK1072  HISTORY     - UNK      MONUMENTED
 JK1072  HISTORY     - 1975     GOOD             NGS
 JK1072
 JK1072                          STATION DESCRIPTION
 JK1072
 JK1072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1072'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1072'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1072'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS
 JK1072'ABOUT 4.2 MILES SOUTHWEST OF THE FEDERAL HEADQUARTERS BUILDING,
 JK1072'ALONG THE SOUTH-SOUTHWEST LIMB OF THE HIGH SPEED TRACK, ABOUT 1/2
 JK1072'MILE NORTH OF AN EAST-WEST SURFACED ROAD AND FENCELINE AND 0.4 MILE
 JK1072'WEST OF A GRAVELED ROAD.
 JK1072'
 JK1072'A STANDARD TRAVERSE STATION MARK DISK, SET IN THE TOP OF A
 JK1072'ROUND CONCRETE MONUMENT 5 FEET INTO THE GROUND AND PROJECTING
 JK1072'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1798 ***********************************************************************
 KK1798  DESIGNATION -  9
 KK1798  PID         -  KK1798
 KK1798  STATE/COUNTY-  CO/JEFFERSON
 KK1798  USGS QUAD   -  LOUISVILLE (1994)
 KK1798
 KK1798                         *CURRENT SURVEY CONTROL
 KK1798  ___________________________________________________________________
 KK1798* NAD 83(1992)-  39 53 31.58781(N)    105 11 00.91210(W)     ADJUSTED  
 KK1798* NAVD 88     -      1810.4    (meters)    5940.     (feet)  VERTCON   
 KK1798  ___________________________________________________________________
 KK1798  LAPLACE CORR-         -16.38  (seconds)                    DEFLEC99
 KK1798  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 KK1798
 KK1798  HORZ ORDER  -  SECOND
 KK1798
 KK1798.The horizontal coordinates were established by classical geodetic methods
 KK1798.and adjusted by the National Geodetic Survey in January 1993..
 KK1798
 KK1798.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1798
 KK1798.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1798
 KK1798.The geoid height was determined by GEOID03.
 KK1798
 KK1798;                    North         East     Units Scale Factor Converg.
 KK1798;SPC CO C     -   533,397.756   941,464.849   MT  1.00003121   +0 11 58.4
 KK1798;SPC CO C     - 1,749,989.14  3,088,789.26   sFT  1.00003121   +0 11 58.4
 KK1798;UTM  13      - 4,415,798.470   484,304.454   MT  0.99960303   -0 07 03.9
 KK1798
 KK1798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1798!SPC CO C     -   0.99971861  x   1.00003121  =   0.99974981
 KK1798!UTM  13      -   0.99971861  x   0.99960303  =   0.99932175
 KK1798
 KK1798:                Primary Azimuth Mark                     Grid Az
 KK1798:SPC CO C     -  9 AZ MK                                  082 42 44.9
 KK1798:UTM  13      -  9 AZ MK                                  083 01 47.2
 KK1798
 KK1798|---------------------------------------------------------------------|
 KK1798| PID    Reference Object                     Distance      Geod. Az  |
 KK1798|                                                           dddmmss.s |
 KK1798| CP7248 9 AZ MK                                            0825443.3 |
 KK1798| CP7249 9 RM 1                               10.294 METERS 09009     |
 KK1798| CP7250 9 RM 2                               20.559 METERS 27026     |
 KK1798|---------------------------------------------------------------------|
 KK1798
 KK1798                          SUPERSEDED SURVEY CONTROL
 KK1798
 KK1798  NAD 83(1986)-  39 53 31.58374(N)    105 11 00.90920(W) AD(       ) 2
 KK1798  NAD 27      -  39 53 31.63395(N)    105 10 58.95778(W) AD(       ) 2
 KK1798  NGVD 29 (07/19/86) 1809.3    (m)         5936.     (f) VERT ANG       
 KK1798
 KK1798.Superseded values are not recommended for survey control.
 KK1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1798.See file dsdata.txt to determine how the superseded data were derived.
 KK1798
 KK1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE8430415798(NAD 83)
 KK1798_MARKER: DD = SURVEY DISK
 KK1798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1798_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1798
 KK1798  HISTORY     - Date     Condition        Report By
 KK1798  HISTORY     - 1977     MONUMENTED       CO-059
 KK1798
 KK1798                          STATION DESCRIPTION
 KK1798
 KK1798'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1798'THE STATION IS LOCATED 1.5 MILES SOUTH OF THE JEFFERSON-BOULDER
 KK1798'COUNTY LINE SEVERAL HUNDRED FEET EAST OF THE WEST 1/4 CORNER
 KK1798'OF SECTION 12, T 2 S, R 69 W.
 KK1798'
 KK1798'TO REACH THE STATION FROM DOWNTOWN BROOMFIELD AND THE JUNCTIONS
 KK1798'OF U.S. HIGHWAY 36, U.S. HIGHWAY 287 AND STATE HIGHWAY 128, GO
 KK1798'WEST ON STATE HIGHWAY 128 FOR 4.0 MILES TO INDIANA STREET.
 KK1798'TURN LEFT AND GO SOUTH FOR 1.2 MILES TO THE EAST ENTRANCE OF
 KK1798'THE ROCKY FLATS PLANT.  TURN RIGHT AND GO WEST FOR 1.0 MILE TO
 KK1798'THE STATION NEAR THE SOUTH RIGHT-OF-WAY FENCE AND 110 YARDS
 KK1798'WEST OF A LARGE NORTH-SOUTH POWER LINE AND 140 YARDS EAST OF
 KK1798'A NORTH-SOUTH FENCE.
 KK1798'
 KK1798'THE AZIMUTH MARK IS 0.2 MILE EAST OF THE STATION NEAR THE
 KK1798'HIGHEST POINT ALONG THE NORTH RIGHT-OF-WAY FENCE.
 KK1798'
 KK1798'THE STATION MARK, STAMPED---9 JCMD 1977---, IS A 3-INCH BRONZE
 KK1798'DISK SET IN CONCRETE FLUSH WITH THE GROUND SURFACE, 1.5 FEET
 KK1798'NORTH OF THE SOUTH RIGHT-OF-WAY FENCE AND 67.5 FEET SOUTH OF
 KK1798'THE CENTER OF THE PAVED ROAD.
 KK1798'
 KK1798'REFERENCE MARK 1, STAMPED---9 JCMD RM 1 1977---, IS A 3-INCH
 KK1798'BRONZE DISK SET IN CONCRETE FLUSH WITH THE GROUND SURFACE, 1.5
 KK1798'FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 67.5 FEET SOUTH OF
 KK1798'THE CENTER OF THE PAVED ROAD AND 30 FEET EAST OF THE STATION,
 KK1798'ALONG THE RIGHT-OF-WAY FENCE.
 KK1798'
 KK1798'REFERENCE MARK 2, STAMPED---9 JCMD RM 2 1977---, IS A 3-INCH
 KK1798'BRONZE DISK SET IN CONCRETE FLUSH WITH THE GROUND SURFACE, 1.5
 KK1798'FEET NORTH OF THE SOUTH RIGHT-OF-WAY FENCE, 68 FEET SOUTH OF
 KK1798'THE CENTER OF PAVEMENT.
 KK1798'
 KK1798'THE AZIMUTH MARK, STAMPED---9 JCMD AZM 1977---, IS A 3-INCH
 KK1798'BRONZE DISK SET IN CONCRETE FLUSH WITH THE GROUND SURFACE, 1
 KK1798'FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 78 FEET NORTH OF
 KK1798'THE CENTER OF THE ROAD AND 880 FEET EAST OF THE NORTH-SOUTH
 KK1798'POWER LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0672 ***********************************************************************
 KK0672  DESIGNATION -  9 A
 KK0672  PID         -  KK0672
 KK0672  STATE/COUNTY-  CO/DENVER
 KK0672  USGS QUAD   -  ARVADA (1994)
 KK0672
 KK0672                         *CURRENT SURVEY CONTROL
 KK0672  ___________________________________________________________________
 KK0672* NAD 83(1986)-  39 45 47.     (N)    105 02 55.     (W)     SCALED    
 KK0672* NAVD 88     -      1670.084  (meters)    5479.27   (feet)  POSTED    
 KK0672  ___________________________________________________________________
 KK0672  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 KK0672  DYNAMIC HT  -        1668.470 (meters)    5473.97  (feet)  COMP
 KK0672  MODELED GRAV-     979,601.9   (mgal)                       NAVD 88
 KK0672
 KK0672  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0672
 KK0672.The horizontal coordinates were scaled from a topographic map and have
 KK0672.an estimated accuracy of +/- 6 seconds.
 KK0672
 KK0672.The orthometric height was determined by differential leveling
 KK0672.and adjusted by the National Geodetic Survey in 1992..
 KK0672.No vertical observational check was made to the station.
 KK0672.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0672.was located on a no-check spur therefore a value was not computed.
 KK0672
 KK0672.The geoid height was determined by GEOID03.
 KK0672
 KK0672.The dynamic height is computed by dividing the NAVD 88
 KK0672.geopotential number by the normal gravity value computed on the
 KK0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0672.degrees latitude (g = 980.6199 gals.).
 KK0672
 KK0672.The modeled gravity was interpolated from observed gravity values.
 KK0672
 KK0672;                    North         East    Units  Estimated Accuracy
 KK0672;SPC CO C     -   519,120.      953,080.      MT  (+/- 180 meters Scaled)
 KK0672
 KK0672                          SUPERSEDED SURVEY CONTROL
 KK0672
 KK0672  NGVD 29 (??/??/92) 1669.146  (m)         5476.19   (f) ADJ UNCH    1 2
 KK0672
 KK0672.Superseded values are not recommended for survey control.
 KK0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0672.See file dsdata.txt to determine how the superseded data were derived.
 KK0672
 KK0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE958014(NAD 83)
 KK0672_MARKER: R = RIVET
 KK0672_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0672_SP_SET: CURB
 KK0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0672
 KK0672  HISTORY     - Date     Condition        Report By
 KK0672  HISTORY     - UNK      MONUMENTED       CGS
 KK0672  HISTORY     - 1939     GOOD             NGS
 KK0672
 KK0672                          STATION DESCRIPTION
 KK0672
 KK0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0672'AT DENVER.
 KK0672'AT DENVER, DENVER COUNTY, AT THE INTERSECTION OF WEST THIRTY-THIRD
 KK0672'AVENUE AND WOLFF STREET, 50 FEET EAST OF WOLFF STREET, AT A COTTAGE
 KK0672'HILL FOOD STORE, AND IN THE TOP OF THE NORTH CURB OF WEST
 KK0672'THIRTY-THIRD AVENUE. A METAL RIVET.
 KK0672'NOTE-- PREVIOUSLY DESIGNATED AS BM 9 A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD9262 ***********************************************************************
 AD9262  DESIGNATION -  9 CAH 1952 6624
 AD9262  PID         -  AD9262
 AD9262  STATE/COUNTY-  CO/ARCHULETA
 AD9262  USGS QUAD   -  CHIMNEY ROCK (1968)
 AD9262
 AD9262                         *CURRENT SURVEY CONTROL
 AD9262  ___________________________________________________________________
 AD9262* NAD 83(1992)-  37 12 07.60313(N)    107 15 44.89746(W)     ADJUSTED  
 AD9262* NAVD 88     -      2020.2    (meters)    6628.     (feet)  GPS OBS   
 AD9262  ___________________________________________________________________
 AD9262  X           -  -1,509,878.149 (meters)                     COMP
 AD9262  Y           -  -4,858,867.542 (meters)                     COMP
 AD9262  Z           -   3,836,493.337 (meters)                     COMP
 AD9262  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 AD9262  ELLIP HEIGHT-        2001.88  (meters)          (12/03/02) GPS OBS
 AD9262  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 AD9262
 AD9262  HORZ ORDER  -  FIRST
 AD9262  ELLP ORDER  -  FOURTH    CLASS II
 AD9262
 AD9262.The horizontal coordinates were established by GPS observations
 AD9262.and adjusted by the National Geodetic Survey in July 1997..
 AD9262
 AD9262.The orthometric height was determined by GPS observations and a
 AD9262.high-resolution geoid model.
 AD9262
 AD9262.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9262
 AD9262.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9262
 AD9262.The ellipsoidal height was determined by GPS observations
 AD9262.and is referenced to NAD 83.
 AD9262
 AD9262.The geoid height was determined by GEOID03.
 AD9262
 AD9262;                    North         East     Units Scale Factor Converg.
 AD9262;SPC CO S     -   365,702.702   757,945.876   MT  1.00000581   -1 04 51.8
 AD9262;SPC CO S     - 1,199,809.61  2,486,694.09   sFT  1.00000581   -1 04 51.8
 AD9262;UTM  13      - 4,119,691.318   299,214.093   MT  1.00009664   -1 22 06.3
 AD9262
 AD9262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9262!SPC CO S     -   0.99968595  x   1.00000581  =   0.99969176
 AD9262!UTM  13      -   0.99968595  x   1.00009664  =   0.99978256
 AD9262
 AD9262                          SUPERSEDED SURVEY CONTROL
 AD9262
 AD9262  ELLIP H (07/06/97) 2001.87   (m)                       GP(       ) 3 1
 AD9262
 AD9262.Superseded values are not recommended for survey control.
 AD9262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9262.See file dsdata.txt to determine how the superseded data were derived.
 AD9262
 AD9262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB9921419691(NAD 83)
 AD9262_MARKER: DB = BENCH MARK DISK
 AD9262_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AD9262_STAMPING: 9 CAH 1952 6624
 AD9262_MARK LOGO: USGS  
 AD9262_PROJECTION: PROJECTING 30 CENTIMETERS
 AD9262_MAGNETIC: P = MARKER IS A STEEL PIPE
 AD9262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD9262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9262+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AD9262_ROD/PIPE-DEPTH: 1.2  meters
 AD9262
 AD9262  HISTORY     - Date     Condition        Report By
 AD9262  HISTORY     - 1993     MONUMENTED       USGS
 AD9262
 AD9262                          STATION DESCRIPTION
 AD9262
 AD9262'DESCRIBED BY US GEOLOGICAL SURVEY 1993 (RSC)
 AD9262'THE STATION IS LOCATED ABOUT 14 MI (22.5 KM) WEST-SOUTHWEST OF PAGOSA
 AD9262'SPRINGS, 4.5 MI (7.2 KM) EAST OF THE TOWN OF PIEDRA, 0.6 MI (1.0 KM)
 AD9262'SOUTH OF THE INTERSECTION OF U.  S.  HIGHWAY 160 AND COLORADO STATE
 AD9262'HIGHWAY 151 AND 0.2 MI (0.3 KM) WEST OF LAKE CAPOTE, AT COLORADO STATE
 AD9262'HIGHWAY 151 MILEPOST 33.4, AT THE SOUTHEAST 1/4 OF SEC 10U, T 34 N, R
 AD9262'4 W.  OWNERSHIP---SOUTHERN UTE RESERVATION LAND, MR.  CHRIS RIBERA,
 AD9262'303-563-0155  TO REACH THE STATION FROM THE INTERSECTION OF U.  S.
 AD9262'HIGHWAY 160 AND COLORADO STATE HIGHWAY 151, NEAR LAKE CAPOTE, GO SOUTH
 AD9262'ON COLORADO STATE HIGHWAY 151 FOR 0.45 MI (0.72 KM) TO A SIDE ROAD
 AD9262'LEFT, ENTRANCE TO THE CAPOTE LAKE CAMPGROUND.  TURN LEFT, SOUTHEAST,
 AD9262'ON A DIRT ROAD FOR 0.15 MI (0.24 KM) TO THE STATION ON THE THE RIGHT
 AD9262'THE STATION MARK IS A STANDARD USGS BENCH MARK DISK SET IN THE TOP OF
 AD9262'A 6-INCH SQUARE CONCRETE POST PROJECTING 30 CM.  IT IS 39.1 M (128.3
 AD9262'FT) EAST OF THE CENTERLINE OF COLORADO HIGHWAY 151, 22.3 M (73.2 FT)
 AD9262'EAST OF THE EASTERN END OF A 30-INCH CULVERT UNDER THE HIGHWAY, 12.8 M
 AD9262'(42.0 FT) SOUTHEAST OF A FENCE CORNER, 11.7 M (38.4 FT) EAST-SOUTHEAST
 AD9262'OF A WITNESS POST AND RIGHT-OF-WAY FENCE AND 7.9 M (25.9 FT)
 AD9262'SOUTH-SOUTHWEST OF A WITNESS POST AND PARK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0461 ***********************************************************************
 HJ0461  DESIGNATION -  9 CFD
 HJ0461  PID         -  HJ0461
 HJ0461  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0461  USGS QUAD   -  PAINTED CANYON (1984)
 HJ0461
 HJ0461                         *CURRENT SURVEY CONTROL
 HJ0461  ___________________________________________________________________
 HJ0461* NAD 83(1986)-  37 21 21.     (N)    103 54 03.     (W)     SCALED    
 HJ0461* NAVD 88     -      1468.543  (meters)    4818.04   (feet)  ADJUSTED  
 HJ0461  ___________________________________________________________________
 HJ0461  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 HJ0461  DYNAMIC HT  -        1466.889 (meters)    4812.62  (feet)  COMP
 HJ0461  MODELED GRAV-     979,452.9   (mgal)                       NAVD 88
 HJ0461
 HJ0461  VERT ORDER  -  THIRD
 HJ0461
 HJ0461.The horizontal coordinates were scaled from a topographic map and have
 HJ0461.an estimated accuracy of +/- 6 seconds.
 HJ0461
 HJ0461.The orthometric height was determined by differential leveling
 HJ0461.and adjusted by the National Geodetic Survey in August 1995..
 HJ0461
 HJ0461.The geoid height was determined by GEOID03.
 HJ0461
 HJ0461.The dynamic height is computed by dividing the NAVD 88
 HJ0461.geopotential number by the normal gravity value computed on the
 HJ0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0461.degrees latitude (g = 980.6199 gals.).
 HJ0461
 HJ0461.The modeled gravity was interpolated from observed gravity values.
 HJ0461
 HJ0461;                    North         East    Units  Estimated Accuracy
 HJ0461;SPC CO S     -   382,500.    1,056,070.      MT  (+/- 180 meters Scaled)
 HJ0461
 HJ0461                          SUPERSEDED SURVEY CONTROL
 HJ0461
 HJ0461.No superseded survey control is available for this station.
 HJ0461
 HJ0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB973349(NAD 83)
 HJ0461_MARKER: DB = BENCH MARK DISK
 HJ0461_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HJ0461+WITH SETTING: INFORMATION.
 HJ0461_SP_SET: METAL ROD DRIVEN INTO GROUND
 HJ0461_STAMPING: 9 CFD 1970
 HJ0461_MARK LOGO: USGS  
 HJ0461_MAGNETIC: I = MARKER IS A STEEL ROD
 HJ0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HJ0461
 HJ0461  HISTORY     - Date     Condition        Report By
 HJ0461  HISTORY     - 1970     MONUMENTED       USGS
 HJ0461
 HJ0461                          STATION DESCRIPTION
 HJ0461
 HJ0461'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HJ0461'FROM THE JUNCTION OF COLORADO STATE HIGHWAY 389 AND U.S. HIGHWAY
 HJ0461'160, PROCEED 1.8 MILE (2.9 KM) EAST ALONG U.S. HIGHWAY 160 TO A
 HJ0461'CROSSROAD INTERSECTION, THENCE PROCEED 14.7 MILES (23.7 KM) NORTHWEST
 HJ0461'ALONG A COUNTY ROAD KNOWN AS PIPELINE ROAD, 300 FEET (91.4 M)
 HJ0461'SOUTHWEST OF THE CENTER OF THE BRIDGE OVER THE PURGATORIE RIVER, 30
 HJ0461'FEET (9.1 M) WEST OF THE ROAD, SET IN A 2-TON BOULDER ABOUT 4 FEET
 HJ0461'(1.2 M) HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0404 ***********************************************************************
 KL0404  DESIGNATION -  9 G
 KL0404  PID         -  KL0404
 KL0404  STATE/COUNTY-  CO/EAGLE
 KL0404  USGS QUAD   -  STATE BRIDGE (1987)
 KL0404
 KL0404                         *CURRENT SURVEY CONTROL
 KL0404  ___________________________________________________________________
 KL0404* NAD 83(1986)-  39 51 27.     (N)    106 38 55.     (W)     SCALED    
 KL0404* NAVD 88     -      2055.592  (meters)    6744.05   (feet)  ADJUSTED  
 KL0404  ___________________________________________________________________
 KL0404  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 KL0404  DYNAMIC HT  -        2053.377 (meters)    6736.79  (feet)  COMP
 KL0404  MODELED GRAV-     979,476.2   (mgal)                       NAVD 88
 KL0404
 KL0404  VERT ORDER  -  FIRST     CLASS II
 KL0404
 KL0404.The horizontal coordinates were scaled from a topographic map and have
 KL0404.an estimated accuracy of +/- 6 seconds.
 KL0404
 KL0404.The orthometric height was determined by differential leveling
 KL0404.and adjusted by the National Geodetic Survey in June 1991..
 KL0404
 KL0404.The geoid height was determined by GEOID03.
 KL0404
 KL0404.The dynamic height is computed by dividing the NAVD 88
 KL0404.geopotential number by the normal gravity value computed on the
 KL0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0404.degrees latitude (g = 980.6199 gals.).
 KL0404
 KL0404.The modeled gravity was interpolated from observed gravity values.
 KL0404
 KL0404;                    North         East    Units  Estimated Accuracy
 KL0404;SPC CO C     -   530,130.      816,110.      MT  (+/- 180 meters Scaled)
 KL0404
 KL0404                          SUPERSEDED SURVEY CONTROL
 KL0404
 KL0404  NGVD 29 (??/??/92) 2054.247  (m)         6739.64   (f) ADJ UNCH    1 2
 KL0404
 KL0404.Superseded values are not recommended for survey control.
 KL0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0404.See file dsdata.txt to determine how the superseded data were derived.
 KL0404
 KL0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCE589132(NAD 83)
 KL0404_MARKER: DD = SURVEY DISK
 KL0404_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KL0404_SP_SET: BRIDGE
 KL0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0404
 KL0404  HISTORY     - Date     Condition        Report By
 KL0404  HISTORY     - UNK      MONUMENTED       USGS
 KL0404  HISTORY     - 1933     GOOD             NGS
 KL0404
 KL0404                          STATION DESCRIPTION
 KL0404
 KL0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KL0404'0.1 MI S FROM STATE BRIDGE.
 KL0404'IN A CONCRETE HEADWALL OF THE BRIDGE OVER COLORADO RIVER AT STATE
 KL0404'BRIDGE.  IT IS IN SOUTH EAST HEADWALL.  16 FT. EAST OF CENTER OF
 KL0404'BRIDGE.  7.5 FT. EAST OF EAST RAIL OF SIDE OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0561 ***********************************************************************
 KJ0561  DESIGNATION -  9 GDD
 KJ0561  PID         -  KJ0561
 KJ0561  STATE/COUNTY-  CO/LINCOLN
 KJ0561  USGS QUAD   -  ELBA (1974)
 KJ0561
 KJ0561                         *CURRENT SURVEY CONTROL
 KJ0561  ___________________________________________________________________
 KJ0561* NAD 83(1986)-  39 52 56.     (N)    103 13 09.     (W)     SCALED    
 KJ0561* NAVD 88     -      1459.579  (meters)    4788.64   (feet)  ADJUSTED  
 KJ0561  ___________________________________________________________________
 KJ0561  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 KJ0561  DYNAMIC HT  -        1458.311 (meters)    4784.48  (feet)  COMP
 KJ0561  MODELED GRAV-     979,706.3   (mgal)                       NAVD 88
 KJ0561
 KJ0561  VERT ORDER  -  THIRD
 KJ0561
 KJ0561.The horizontal coordinates were scaled from a topographic map and have
 KJ0561.an estimated accuracy of +/- 6 seconds.
 KJ0561
 KJ0561.The orthometric height was determined by differential leveling
 KJ0561.and adjusted by the National Geodetic Survey in June 1991..
 KJ0561
 KJ0561.The geoid height was determined by GEOID03.
 KJ0561
 KJ0561.The dynamic height is computed by dividing the NAVD 88
 KJ0561.geopotential number by the normal gravity value computed on the
 KJ0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0561.degrees latitude (g = 980.6199 gals.).
 KJ0561
 KJ0561.The modeled gravity was interpolated from observed gravity values.
 KJ0561
 KJ0561;                    North         East    Units  Estimated Accuracy
 KJ0561;SPC CO C     -   534,700.    1,109,490.      MT  (+/- 180 meters Scaled)
 KJ0561
 KJ0561                          SUPERSEDED SURVEY CONTROL
 KJ0561
 KJ0561.No superseded survey control is available for this station.
 KJ0561
 KJ0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFE522162(NAD 83)
 KJ0561_MARKER: DB = BENCH MARK DISK
 KJ0561_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KJ0561_SP_SET: COPPER-CLAD STEEL ROD
 KJ0561_STAMPING: GDD 9 1972
 KJ0561_MARK LOGO: USGS  
 KJ0561_PROJECTION: PROJECTING 8 CENTIMETERS
 KJ0561_MAGNETIC: I = MARKER IS A STEEL ROD
 KJ0561_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KJ0561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0561+SATELLITE: SATELLITE OBSERVATIONS - 1972
 KJ0561_ROD/PIPE-DEPTH: 15.5 meters
 KJ0561
 KJ0561  HISTORY     - Date     Condition        Report By
 KJ0561  HISTORY     - 1972     MONUMENTED       USGS
 KJ0561
 KJ0561                          STATION DESCRIPTION
 KJ0561
 KJ0561'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KJ0561'FROM THE U.S. POST OFFICE AT ANTON, COLORADO, PROCEED 9.4 MILES NORTH
 KJ0561'ALONG STATE HIGHWAY 63 TO A T-ROAD WEST INTERSECTION, 41 FEET EAST OF
 KJ0561'THE T-ROAD WEST INTERSECTION, 3 FEET WEST OF AN IRON WITNESS POST,
 KJ0561'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0437 ***********************************************************************
 KM0437  DESIGNATION -  9 PS 6704
 KM0437  PID         -  KM0437
 KM0437  STATE/COUNTY-  CO/MESA
 KM0437  USGS QUAD   -  LANDS END (1962)
 KM0437
 KM0437                         *CURRENT SURVEY CONTROL
 KM0437  ___________________________________________________________________
 KM0437* NAD 83(1992)-  39 06 47.23317(N)    108 08 24.54820(W)     ADJUSTED  
 KM0437* NAVD 88     -      2044.52   (+/-2cm)    6707.7    (feet)  VERTCON   
 KM0437  ___________________________________________________________________
 KM0437  LAPLACE CORR-           6.94  (seconds)                    DEFLEC99
 KM0437  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 KM0437
 KM0437  HORZ ORDER  -  THIRD
 KM0437  VERT ORDER  -  THIRD ? (See Below)
 KM0437
 KM0437.The horizontal coordinates were established by classical geodetic methods
 KM0437.and adjusted by the National Geodetic Survey in January 1993..
 KM0437
 KM0437.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0437.The vertical order pertains to the NGVD 29 superseded value.
 KM0437
 KM0437.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0437
 KM0437.The geoid height was determined by GEOID03.
 KM0437
 KM0437;                    North         East     Units Scale Factor Converg.
 KM0437;SPC CO C     -   450,183.802   686,106.315   MT  0.99993593   -1 39 54.4
 KM0437;SPC CO C     - 1,476,978.02  2,251,000.47   sFT  0.99993593   -1 39 54.4
 KM0437;UTM  12      - 4,333,224.568   747,265.599   MT  1.00035290   +1 48 18.2
 KM0437
 KM0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0437!SPC CO C     -   0.99968182  x   0.99993593  =   0.99961777
 KM0437!UTM  12      -   0.99968182  x   1.00035290  =   1.00003460
 KM0437
 KM0437                          SUPERSEDED SURVEY CONTROL
 KM0437
 KM0437  NAD 83(1986)-  39 06 47.23223(N)    108 08 24.53867(W) AD(       ) 3
 KM0437  NGVD 29 (05/18/92) 2043.27   (m)         6703.6    (f) LEVELING    3  
 KM0437
 KM0437.Superseded values are not recommended for survey control.
 KM0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0437.See file dsdata.txt to determine how the superseded data were derived.
 KM0437
 KM0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ4726633225(NAD 83)
 KM0437_MARKER: DB = BENCH MARK DISK
 KM0437_SETTING: 80 = SET IN A BOULDER
 KM0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0437+STABILITY: SURFACE MOTION
 KM0437
 KM0437  HISTORY     - Date     Condition        Report By
 KM0437  HISTORY     - 1953     MONUMENTED       USGS
 KM0437
 KM0437                          STATION DESCRIPTION
 KM0437
 KM0437'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 KM0437'STATION LOCATED ABOUT 3 MI. S. OF MESA, COLORADO, ON THE E. SIDE OF
 KM0437'STATE HIGHWAY 65.
 KM0437'
 KM0437'MESA, 4.3 MI. S. ALONG HIGHWAY 65, AT A RD. FORK, 55 FT. E. OF
 KM0437'CENTERLINE OF STATE HIGHWAY 65, 60 FT. S. OF FORK IN RD. AND 27 FT.
 KM0437'E. OF FENCE LINE.
 KM0437'
 KM0437'STATION MARK--STANDARD BENCH MARK TABLET SET IN TOP OF A 4 FT. LAVA
 KM0437'BOULDER AND STAMPED ---9 PS 6704---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1391 ***********************************************************************
 JK1391  DESIGNATION -  90 SEC G SEC H
 JK1391  PID         -  JK1391
 JK1391  STATE/COUNTY-  CO/CUSTER
 JK1391  USGS QUAD   -  SAINT CHARLES PEAK (1994)
 JK1391
 JK1391                         *CURRENT SURVEY CONTROL
 JK1391  ___________________________________________________________________
 JK1391* NAD 83(1992)-  38 04 10.99655(N)    105 05 48.36932(W)     ADJUSTED  
 JK1391* NAVD 88     -      2645.0    (meters)    8678.     (feet)  GPS OBS   
 JK1391  ___________________________________________________________________
 JK1391  X           -  -1,309,993.754 (meters)                     COMP
 JK1391  Y           -  -4,856,141.397 (meters)                     COMP
 JK1391  Z           -   3,913,160.541 (meters)                     COMP
 JK1391  LAPLACE CORR-         -17.13  (seconds)                    DEFLEC99
 JK1391  ELLIP HEIGHT-        2629.12  (meters)          (12/03/02) GPS OBS
 JK1391  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 JK1391
 JK1391  HORZ ORDER  -  FIRST
 JK1391  ELLP ORDER  -  FOURTH    CLASS II
 JK1391
 JK1391.The horizontal coordinates were established by GPS observations
 JK1391.and adjusted by the National Geodetic Survey in August 1994..
 JK1391
 JK1391.The orthometric height was determined by GPS observations and a
 JK1391.high-resolution geoid model.
 JK1391
 JK1391.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1391
 JK1391.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1391
 JK1391.The ellipsoidal height was determined by GPS observations
 JK1391.and is referenced to NAD 83.
 JK1391
 JK1391.The geoid height was determined by GEOID03.
 JK1391
 JK1391;                    North         East     Units Scale Factor Converg.
 JK1391;SPC CO S     -   460,594.853   949,783.276   MT  0.99995382   +0 14 50.4
 JK1391;SPC CO S     - 1,511,134.95  3,116,080.63   sFT  0.99995382   +0 14 50.4
 JK1391;UTM  13      - 4,213,555.205   491,511.967   MT  0.99960089   -0 03 34.8
 JK1391
 JK1391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1391!SPC CO S     -   0.99958763  x   0.99995382  =   0.99954147
 JK1391!UTM  13      -   0.99958763  x   0.99960089  =   0.99918868
 JK1391
 JK1391                          SUPERSEDED SURVEY CONTROL
 JK1391
 JK1391  ELLIP H (08/30/94) 2629.13   (m)                       GP(       ) 4 1
 JK1391
 JK1391.Superseded values are not recommended for survey control.
 JK1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1391.See file dsdata.txt to determine how the superseded data were derived.
 JK1391
 JK1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC9151213555(NAD 83)
 JK1391_MARKER: Z = SEE DESCRIPTION
 JK1391_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 JK1391_SP_SET: PREFAB CONC. POST IN EARTH
 JK1391_STAMPING: 90 SEC G SEC H
 JK1391_MARK LOGO: CODOT 
 JK1391_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JK1391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK1391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1391+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JK1391
 JK1391  HISTORY     - Date     Condition        Report By
 JK1391  HISTORY     - 1993     MONUMENTED       CODOT
 JK1391
 JK1391                          STATION DESCRIPTION
 JK1391
 JK1391'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1993
 JK1391'STATION IS LOCATED ABOUT 6 MI (9.7 KM) WEST OF BUELAH AND 6 MI
 JK1391'(9.7 KM)  NORTHWEST OF LAKE ISABEL IN SEC 10, T 23 S, R 69 W OF THE
 JK1391'6TH PM. OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION RIGHT OF WAY
 JK1391'TO REACH THE STATION FROM THE JUNCTION OF I-25 AND S.H.165 (EXIT 74),
 JK1391'PROCEED WEST ALONG S.H. 165 25.7 MI (41.4 KM) TO THE STATION ON THE
 JK1391'RIGHT AT MILEPOST 11.3. THE POINT IS ALSO 6.1 MI (9.8 KM) NORTH OF
 JK1391'LAKE ISABEL AND 3.95 MI (6.36 KM) NORTH OF THE JUNCTION OF S.H.78 AND
 JK1391'S.H.165.
 JK1391'THE STATION MARK IS A 1/4 IN BRASS ROD SET IN THE TOP OF A 5 X 5 X 36
 JK1391'IN WHITE CONCRETE PILLAR WHICH HAS THE LETTERS  90 SEC G  AND  90 SEC
 JK1391'H  INSET IN ADJACENT SIDES OF THE POST. THE POINT IS LOCATED IN THE
 JK1391'EAST HIGHWAY RIGHT-OF-WAY AND LIES 13.3 M (43.6 FT) EAST OF THE
 JK1391'HIGHWAY CENTERLINE, 0.5 M (1.6 FT) LOWER THAN THE ROAD SURFACE AND
 JK1391'4.1 M (13.5 FT) WEST OF AN ANGLE POINT IN THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0145 ***********************************************************************
 HL0145  DESIGNATION -  9001
 HL0145  PID         -  HL0145
 HL0145  STATE/COUNTY-  CO/MINERAL
 HL0145  USGS QUAD   -  BRISTOL HEAD (1986)
 HL0145
 HL0145                         *CURRENT SURVEY CONTROL
 HL0145  ___________________________________________________________________
 HL0145* NAD 83(1986)-  37 46 19.     (N)    107 07 00.     (W)     SCALED    
 HL0145* NAVD 88     -      2743.594  (meters)    9001.27   (feet)  ADJUSTED  
 HL0145  ___________________________________________________________________
 HL0145  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 HL0145  DYNAMIC HT  -        2739.708 (meters)    8988.53  (feet)  COMP
 HL0145  MODELED GRAV-     979,114.8   (mgal)                       NAVD 88
 HL0145
 HL0145  VERT ORDER  -  SECOND    CLASS 0
 HL0145
 HL0145.The horizontal coordinates were scaled from a topographic map and have
 HL0145.an estimated accuracy of +/- 6 seconds.
 HL0145
 HL0145.The orthometric height was determined by differential leveling
 HL0145.and adjusted by the National Geodetic Survey in June 1991..
 HL0145
 HL0145.The geoid height was determined by GEOID03.
 HL0145
 HL0145.The dynamic height is computed by dividing the NAVD 88
 HL0145.geopotential number by the normal gravity value computed on the
 HL0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0145.degrees latitude (g = 980.6199 gals.).
 HL0145
 HL0145.The modeled gravity was interpolated from observed gravity values.
 HL0145
 HL0145;                    North         East    Units  Estimated Accuracy
 HL0145;SPC CO S     -   428,700.      771,980.      MT  (+/- 180 meters Scaled)
 HL0145
 HL0145                          SUPERSEDED SURVEY CONTROL
 HL0145
 HL0145  NGVD 29 (??/??/92) 2741.876  (m)         8995.64   (f) ADJ UNCH    2 0
 HL0145
 HL0145.Superseded values are not recommended for survey control.
 HL0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0145.See file dsdata.txt to determine how the superseded data were derived.
 HL0145
 HL0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB135826(NAD 83)
 HL0145_MARKER: P = PIPE CAP
 HL0145_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HL0145_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HL0145_STAMPING: 9001 OURAY
 HL0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0145
 HL0145  HISTORY     - Date     Condition        Report By
 HL0145  HISTORY     - UNK      MONUMENTED       USGS
 HL0145  HISTORY     - 1934     GOOD             NGS
 HL0145
 HL0145                          STATION DESCRIPTION
 HL0145
 HL0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HL0145'18.9 MI SW FROM CREEDE.
 HL0145'18.9 MILES SOUTHWEST ALONG STATE HIGHWAY 149 FROM THE DENVER AND RIO
 HL0145'GRANDE WESTERN RAILROAD STATION AT CREEDE, MINERAL COUNTY, AND AT THE
 HL0145'WRIGHT BROTHERS RANCH HOUSE.  A UNITED STATES GEOLOGICAL SURVEY
 HL0145'STANDARD CAP, STAMPED 9001 OURAY AND RIVETED ON THE TOP OF A
 HL0145'3-1/2-INCH IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0814 ***********************************************************************
 KK0814  DESIGNATION -  9013.09
 KK0814  PID         -  KK0814
 KK0814  STATE/COUNTY-  CO/PARK
 KK0814  USGS QUAD   -  TARRYALL (1994)
 KK0814
 KK0814                         *CURRENT SURVEY CONTROL
 KK0814  ___________________________________________________________________
 KK0814* NAD 83(1986)-  39 01 51.     (N)    105 29 12.     (W)     SCALED    
 KK0814* NAVD 88     -      2748.19   (+/-2cm)    9016.4    (feet)  VERTCON   
 KK0814  ___________________________________________________________________
 KK0814  GEOID HEIGHT-         -13.67  (meters)                     GEOID03
 KK0814
 KK0814  VERT ORDER  -  ? (See Below)
 KK0814
 KK0814.The horizontal coordinates were scaled from a topographic map and have
 KK0814.an estimated accuracy of +/- 6 seconds.
 KK0814
 KK0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK0814.The vertical order pertains to the NGVD 29 superseded value.
 KK0814
 KK0814.The geoid height was determined by GEOID03.
 KK0814
 KK0814;                    North         East    Units  Estimated Accuracy
 KK0814;SPC CO C     -   437,730.      915,560.      MT  (+/- 180 meters Scaled)
 KK0814
 KK0814                          SUPERSEDED SURVEY CONTROL
 KK0814
 KK0814  NGVD 29 (??/??/92) 2746.754  (m)         9011.64   (f) ADJ UNCH    ?  
 KK0814
 KK0814.Superseded values are not recommended for survey control.
 KK0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0814.See file dsdata.txt to determine how the superseded data were derived.
 KK0814
 KK0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD578203(NAD 83)
 KK0814_MARKER: Z = SEE DESCRIPTION
 KK0814_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0814_SP_SET: CULVERT
 KK0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0814
 KK0814  HISTORY     - Date     Condition        Report By
 KK0814  HISTORY     - UNK      MONUMENTED       CODH
 KK0814  HISTORY     - 1934     GOOD             NGS
 KK0814
 KK0814                          STATION DESCRIPTION
 KK0814
 KK0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KK0814'8.2 MI NW FROM LAKE GEORGE.
 KK0814'8.2 MILES NORTHWEST ALONG U.S. HIGHWAY 24 FROM LAKE GEORGE, PARK
 KK0814'COUNTY, 2 MILES EAST OF A SUMMIT, AT A CULVERT, AND IN THE NORTH
 KK0814'HEADWALL.  CHARACTER OF BENCH MARK UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0025 ***********************************************************************
 KL0025  DESIGNATION -  9097
 KL0025  PID         -  KL0025
 KL0025  STATE/COUNTY-  CO/SUMMIT
 KL0025  USGS QUAD   -  FRISCO (1987)
 KL0025
 KL0025                         *CURRENT SURVEY CONTROL
 KL0025  ___________________________________________________________________
 KL0025* NAD 83(1986)-  39 34 26.     (N)    106 06 23.     (W)     SCALED    
 KL0025* NAVD 88     -      2773.957  (meters)    9100.89   (feet)  ADJUSTED  
 KL0025  ___________________________________________________________________
 KL0025  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 KL0025  DYNAMIC HT  -        2770.498 (meters)    9089.54  (feet)  COMP
 KL0025  MODELED GRAV-     979,279.6   (mgal)                       NAVD 88
 KL0025
 KL0025  VERT ORDER  -  FIRST     CLASS II
 KL0025
 KL0025.The horizontal coordinates were scaled from a topographic map and have
 KL0025.an estimated accuracy of +/- 6 seconds.
 KL0025
 KL0025.The orthometric height was determined by differential leveling
 KL0025.and adjusted by the National Geodetic Survey in November 2003..
 KL0025
 KL0025.Photographs are available for this station.
 KL0025
 KL0025.The geoid height was determined by GEOID03.
 KL0025
 KL0025.The dynamic height is computed by dividing the NAVD 88
 KL0025.geopotential number by the normal gravity value computed on the
 KL0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0025.degrees latitude (g = 980.6199 gals.).
 KL0025
 KL0025.The modeled gravity was interpolated from observed gravity values.
 KL0025
 KL0025;                    North         East    Units  Estimated Accuracy
 KL0025;SPC CO C     -   498,190.      862,300.      MT  (+/- 180 meters Scaled)
 KL0025
 KL0025                          SUPERSEDED SURVEY CONTROL
 KL0025
 KL0025  NAVD 88 (06/15/91) 2773.966  (m)         9100.92   (f) UNKNOWN     1 2
 KL0025  NGVD 29 (??/??/92) 2772.305  (m)         9095.47   (f) ADJ UNCH    1 2
 KL0025
 KL0025.Superseded values are not recommended for survey control.
 KL0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0025.See file dsdata.txt to determine how the superseded data were derived.
 KL0025
 KL0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD049810(NAD 83)
 KL0025_MARKER: DD = SURVEY DISK
 KL0025_SETTING: 80 = SET IN A BOULDER
 KL0025_SP_SET: BOULDER
 KL0025_STAMPING: 9097
 KL0025_MARK LOGO: USGS  
 KL0025_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0025+STABILITY: SURFACE MOTION
 KL0025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KL0025+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2002
 KL0025
 KL0025  HISTORY     - Date     Condition        Report By
 KL0025  HISTORY     - 1951     MONUMENTED       USGS
 KL0025  HISTORY     - 1951     GOOD             NGS
 KL0025  HISTORY     - 19971005 GOOD             USPSQD
 KL0025  HISTORY     - 20010810 GOOD             NGS
 KL0025  HISTORY     - 20020823 GOOD             USPSQD
 KL0025
 KL0025                          STATION DESCRIPTION
 KL0025
 KL0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KL0025'3.6 MI SW FROM DILLON.
 KL0025'3.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH STATE
 KL0025'HIGHWAY 9 AT DILLON, 0.3 MILE SOUTHWEST OF THE GRADE SCHOOL AT FRISCO,
 KL0025'0.1 MILE SOUTH ALONG A GRAVELED ROAD FROM THE HIGHWAY, 42 FEET
 KL0025'NORTHEAST OF THE CENTER LINE OF AN ABANDONED RAILROAD BED, 75 YARDS
 KL0025'NORTHEAST OF AN OLD ABANDONED MINE, 2 FEET ABOVE THE GROUND, SET
 KL0025'VERTICALLY IN THE SOUTHWEST FACE OF A 10X10 FOOT GRANITE BOULDER.
 KL0025
 KL0025                          STATION RECOVERY (1997)
 KL0025
 KL0025'RECOVERY NOTE BY US POWER SQUADRON 1997
 KL0025'RECOVERED IN GOOD CONDITION.
 KL0025
 KL0025                          STATION RECOVERY (2001)
 KL0025
 KL0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 KL0025'THE STATION IS LOCATED IN THE TOWN OF FRISCO, IN THE NORTHEAST 1/4 OF
 KL0025'SECTION 34, T 5 S, R 78
 KL0025'W. OWNERSHIP--PRIVATE PROPERTY.
 KL0025' 
 KL0025'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 70 AT EXIT
 KL0025'201, FRISCO-MAIN
 KL0025'STREET EXIT, GO EAST ON MAIN STREET, THE UNDERPASS ROAD, FOR 0.3 MI TO
 KL0025'THE ENTRANCE TO A
 KL0025'BIKE PATH. TURN RIGHT, SOUTH, ON THE BIKE PATH FOR 0.05 MI TO A
 KL0025'T-INTERSECTION. TURN LEFT,
 KL0025'SOUTHEAST, ON THE BIKE PATH FOR 0.1 MI TO THE STATION ON THE LEFT
 KL0025'BEHIND --202/204 ROYAL
 KL0025'MOUNTAIN RANCH--.
 KL0025' 
 KL0025'THE MARK IS STANDARD USGS ALUMINUM DISK SET VERTICALLY INTO THE
 KL0025'SOUTHWEST FACE OF A
 KL0025'LARGE BOULDER, 3.7 M BY 2.4 M AND 0.65 M HIGH. IT IS 11.8 M NORTHEAST
 KL0025'FROM THE CENTER LINE OF
 KL0025'THE BIKE PATH, 8.5 M NORTHEAST FROM A WITNESS POST, 8.3 M NORTHEAST
 KL0025'FROM A RAIL FENCE
 KL0025'AND 4.4 M SOUTHWEST FROM THE SOUTHWEST CORNER OF THE DECK OF THE
 KL0025'HOUSE.
 KL0025'
 KL0025
 KL0025                          STATION RECOVERY (2002)
 KL0025
 KL0025'RECOVERY NOTE BY US POWER SQUADRON 2002 (EDS)
 KL0025'NEW DIRECTIONS.  FROM FRISCO POST OFFICE, PROCEED .1 MILE S TO MT.
 KL0025'ROYAL DRIVE.  GO WEST .25 MI. ON MT ROYAL TO CUL DE SAC.  TAKE PAVED
 KL0025'BIKE TRAIL FEEDER TO SE 100 FT.  TURN RIGHT ON MAIN BIKE TRAIL PROCEED
 KL0025'150 FT.  MARK IS IN BOULDER 20 FEET TO NE OF BIKE TRAIL UNDER PRIVATE
 KL0025'HOME DECK.  WITNESS POST AT BIKE TRAIL FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1877 ***********************************************************************
 KK1877  DESIGNATION -  91
 KK1877  PID         -  KK1877
 KK1877  STATE/COUNTY-  CO/JEFFERSON
 KK1877  USGS QUAD   -  CONIFER (1994)
 KK1877
 KK1877                         *CURRENT SURVEY CONTROL
 KK1877  ___________________________________________________________________
 KK1877* NAD 83(1992)-  39 30 40.76070(N)    105 18 47.07421(W)     ADJUSTED  
 KK1877* NAVD 88     -      2660.6    (meters)    8729.     (feet)  VERTCON   
 KK1877  ___________________________________________________________________
 KK1877  LAPLACE CORR-         -14.77  (seconds)                    DEFLEC99
 KK1877  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 KK1877
 KK1877  HORZ ORDER  -  SECOND
 KK1877
 KK1877.The horizontal coordinates were established by classical geodetic methods
 KK1877.and adjusted by the National Geodetic Survey in January 1993..
 KK1877
 KK1877.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1877
 KK1877.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1877
 KK1877.The geoid height was determined by GEOID03.
 KK1877
 KK1877;                    North         East     Units Scale Factor Converg.
 KK1877;SPC CO C     -   491,089.298   930,476.547   MT  0.99996150   +0 07 04.4
 KK1877;SPC CO C     - 1,611,182.14  3,052,738.47   sFT  0.99996150   +0 07 04.4
 KK1877;UTM  13      - 4,373,567.861   473,086.362   MT  0.99960892   -0 11 57.1
 KK1877
 KK1877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1877!SPC CO C     -   0.99958498  x   0.99996150  =   0.99954649
 KK1877!UTM  13      -   0.99958498  x   0.99960892  =   0.99919406
 KK1877
 KK1877|---------------------------------------------------------------------|
 KK1877| PID    Reference Object                     Distance      Geod. Az  |
 KK1877|                                                           dddmmss.s |
 KK1877| CP7251 91 RM 1                              18.497 METERS 15731     |
 KK1877| CP7252 91 RM 2                               5.599 METERS 23138     |
 KK1877| KK1879 BLACK                               APPROX. 3.5 KM 2820217.8 |
 KK1877|---------------------------------------------------------------------|
 KK1877
 KK1877                          SUPERSEDED SURVEY CONTROL
 KK1877
 KK1877  NAD 83(1986)-  39 30 40.75775(N)    105 18 47.07539(W) AD(       ) 2
 KK1877  NAD 27      -  39 30 40.79666(N)    105 18 45.09932(W) AD(       ) 2
 KK1877  NGVD 29 (07/19/86) 2659.4    (m)         8725.     (f) VERT ANG       
 KK1877
 KK1877.Superseded values are not recommended for survey control.
 KK1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1877.See file dsdata.txt to determine how the superseded data were derived.
 KK1877
 KK1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7308673568(NAD 83)
 KK1877_MARKER: DD = SURVEY DISK
 KK1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1877_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1877
 KK1877  HISTORY     - Date     Condition        Report By
 KK1877  HISTORY     - 1977     MONUMENTED       CO-059
 KK1877
 KK1877                          STATION DESCRIPTION
 KK1877
 KK1877'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1877'THE STATION IS LOCATED 1 MILE NORTHEAST OF THE CONIFER POST
 KK1877'OFFICE IN THE SOUTHWEST 1/4 OF SECTION 23, T 6 S, R 71 W.
 KK1877'THE LAND OWNER IS MR. CLIFF PARSONS, WHO LIVES 1/4 MILE WEST
 KK1877'OF U. S. HIGHWAY 285 ON KENNEDY GULCH ROAD A TOTAL OF 1.5 MILES
 KK1877'NORTHEAST OF THE CONIFER POST OFFICE.  HIS TELEPHONE NUMBER IS
 KK1877'303-838-5744.
 KK1877'
 KK1877'TO REACH THE STATION FROM THE CONIFER POST OFFICE, GO EAST 1
 KK1877'MILE TO A POINT WHERE THE OLD ROAD COMES BACK ONTO THE NEW
 KK1877'U. S. HIGHWAY 285 FROM THE NORTH.  BEGIN THE 20 MINUTE PACK
 KK1877'NORTHWEST TO THE HIGHEST POINT IN OVER A HALF MILE IN ANY
 KK1877'DIRECTION.
 KK1877'
 KK1877'THE STATION MARK, STAMPED---91 JCMD 1977---, IS A 3-INCH BRONZE
 KK1877'DISK SET IN CONCRETE FLUSH WITH THE GROUND, 25 FEET WEST OF
 KK1877'THE HIGHEST POINT OF A SHORT EAST-WEST RIDGE, AT ITS
 KK1877'CENTERLINE, 13.5 FEET EAST OF AN 8-INCH PINE TREE, AND 16.5
 KK1877'FEET SOUTHWEST OF A 12-INCH PINE TREE.
 KK1877'
 KK1877'REFERENCE MARK 1, STAMPED---91 JCMD RM 1 1977---, IS A 3-INCH
 KK1877'BRONZE DISK CEMENTED INTO A DRILL HOLE IN A BEDROCK OUTCROP
 KK1877'50 FEET SOUTH OF THE HIGHEST POINT, AND 1 FOOT EAST OF THE
 KK1877'WEST TIP OF A 12-FOOT BY 2-FOOT EAST-WEST OUTCROP.
 KK1877'
 KK1877'REFERENCE MARK 2, STAMPED---91 JCMD RM 2 1977---, IS A 3-INCH
 KK1877'BRONZE DISK CEMENTED INTO A DRILL HOLE IN A BEDROCK OUTCROP
 KK1877'IN THE CENTER OF THE SOUTHWEST OUTCROP OF THE PEAK, 33 FEET
 KK1877'SOUTHWEST OF THE HIGHEST POINT, 8.8 FEET SOUTH OF THE BEFORE
 KK1877'MENTIONED 8-INCH PINE TREE.
 KK1877'
 KK1877'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0656 ***********************************************************************
 LL0656  DESIGNATION -  9110.63
 LL0656  PID         -  LL0656
 LL0656  STATE/COUNTY-  CO/BOULDER
 LL0656  USGS QUAD   -  GOLD HILL (1978)
 LL0656
 LL0656                         *CURRENT SURVEY CONTROL
 LL0656  ___________________________________________________________________
 LL0656* NAD 83(1986)-  40 05 23.     (N)    105 29 45.     (W)     SCALED    
 LL0656* NAVD 88     -      2778.052  (meters)    9114.33   (feet)  ADJUSTED  
 LL0656  ___________________________________________________________________
 LL0656  GEOID HEIGHT-         -13.26  (meters)                     GEOID03
 LL0656  DYNAMIC HT  -        2774.924 (meters)    9104.06  (feet)  COMP
 LL0656  MODELED GRAV-     979,398.0   (mgal)                       NAVD 88
 LL0656
 LL0656  VERT ORDER  -  SECOND    CLASS 0
 LL0656
 LL0656.The horizontal coordinates were scaled from a topographic map and have
 LL0656.an estimated accuracy of +/- 6 seconds.
 LL0656
 LL0656.The orthometric height was determined by differential leveling
 LL0656.and adjusted by the National Geodetic Survey in June 1991..
 LL0656
 LL0656.The geoid height was determined by GEOID03.
 LL0656
 LL0656.The dynamic height is computed by dividing the NAVD 88
 LL0656.geopotential number by the normal gravity value computed on the
 LL0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0656.degrees latitude (g = 980.6199 gals.).
 LL0656
 LL0656.The modeled gravity was interpolated from observed gravity values.
 LL0656
 LL0656;                    North         East    Units  Estimated Accuracy
 LL0656;SPC CO N     -   388,780.      914,760.      MT  (+/- 180 meters Scaled)
 LL0656
 LL0656                          SUPERSEDED SURVEY CONTROL
 LL0656
 LL0656  NGVD 29 (??/??/92) 2776.643  (m)         9109.70   (f) ADJ UNCH    2 0
 LL0656
 LL0656.Superseded values are not recommended for survey control.
 LL0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0656.See file dsdata.txt to determine how the superseded data were derived.
 LL0656
 LL0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE577378(NAD 83)
 LL0656_MARKER: DD = SURVEY DISK
 LL0656_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LL0656_SP_SET: BRIDGE
 LL0656_STAMPING: 9110.63
 LL0656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0656+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2005
 LL0656
 LL0656  HISTORY     - Date     Condition        Report By
 LL0656  HISTORY     - UNK      MONUMENTED       BPR
 LL0656  HISTORY     - 1951     GOOD             NGS
 LL0656  HISTORY     - 19950911 GOOD             USPSQD
 LL0656  HISTORY     - 20010331 GOOD             NGS
 LL0656  HISTORY     - 20021007 GOOD             USPSQD
 LL0656  HISTORY     - 20050304 GOOD             DREXEL
 LL0656  HISTORY     - 20050914 GOOD             USPSQD
 LL0656
 LL0656                          STATION DESCRIPTION
 LL0656
 LL0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LL0656'1.8 MI NE FROM WARD.
 LL0656'0.4 MILE NORTHEAST ALONG A WINDING ROAD FROM THE POST OFFICE AT
 LL0656'WARD, THENCE 1.4 MILES NORTHEAST ALONG STATE HIGHWAY 160, 13
 LL0656'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 LL0656'TOP OF THE NORTHWEST END OF THE SOUTH WINGWALL OF A CONCRETE
 LL0656'BRIDGE OVER JAMES CREEK.
 LL0656
 LL0656                          STATION RECOVERY (1995)
 LL0656
 LL0656'RECOVERY NOTE BY US POWER SQUADRON 1995
 LL0656'RECOVERED IN GOOD CONDITION.
 LL0656
 LL0656                          STATION RECOVERY (2001)
 LL0656
 LL0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0656'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL0656
 LL0656                          STATION RECOVERY (2002)
 LL0656
 LL0656'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 LL0656'RECOVERED IN GOOD CONDITION.
 LL0656
 LL0656                          STATION RECOVERY (2005)
 LL0656
 LL0656'RECOVERY NOTE BY DREXEL BARRELL AND COMPANY ENG 2005
 LL0656'GPS RTK (WGS-84) POSITION IS 40-05-21.1716N 105-29-46.9373W.
 LL0656
 LL0656                          STATION RECOVERY (2005)
 LL0656
 LL0656'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 LL0656'THE CONCRETE BRIDGE OVER JAMES CREEK IS ON THE OLD ABANDONED HWY.
 LL0656'STATE HIGHWAY 160 IS NOW 72.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0046 ***********************************************************************
 JM0046  DESIGNATION -  9129
 JM0046  PID         -  JM0046
 JM0046  STATE/COUNTY-  CO/MONTROSE
 JM0046  USGS QUAD   -  ANTONE SPRING (1994)
 JM0046
 JM0046                         *CURRENT SURVEY CONTROL
 JM0046  ___________________________________________________________________
 JM0046* NAD 83(1986)-  38 19 56.     (N)    108 07 37.     (W)     SCALED    
 JM0046* NAVD 88     -      2783.270  (meters)    9131.44   (feet)  ADJUSTED  
 JM0046  ___________________________________________________________________
 JM0046  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 JM0046  DYNAMIC HT  -        2779.676 (meters)    9119.65  (feet)  COMP
 JM0046  MODELED GRAV-     979,235.7   (mgal)                       NAVD 88
 JM0046
 JM0046  VERT ORDER  -  SECOND    CLASS 0
 JM0046
 JM0046.The horizontal coordinates were scaled from a topographic map and have
 JM0046.an estimated accuracy of +/- 6 seconds.
 JM0046
 JM0046.The orthometric height was determined by differential leveling
 JM0046.and adjusted by the National Geodetic Survey in June 1991..
 JM0046
 JM0046.The geoid height was determined by GEOID03.
 JM0046
 JM0046.The dynamic height is computed by dividing the NAVD 88
 JM0046.geopotential number by the normal gravity value computed on the
 JM0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0046.degrees latitude (g = 980.6199 gals.).
 JM0046
 JM0046.The modeled gravity was interpolated from observed gravity values.
 JM0046
 JM0046;                    North         East    Units  Estimated Accuracy
 JM0046;SPC CO S     -   492,890.      684,750.      MT  (+/- 180 meters Scaled)
 JM0046
 JM0046                          SUPERSEDED SURVEY CONTROL
 JM0046
 JM0046  NGVD 29 (??/??/92) 2781.760  (m)         9126.49   (f) ADJ UNCH    2 0
 JM0046
 JM0046.Superseded values are not recommended for survey control.
 JM0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0046.See file dsdata.txt to determine how the superseded data were derived.
 JM0046
 JM0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH511465(NAD 83)
 JM0046_MARKER: DD = SURVEY DISK
 JM0046_SETTING: 80 = SET IN A BOULDER
 JM0046_SP_SET: BOULDER
 JM0046_STAMPING: USGS 9129
 JM0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0046+STABILITY: SURFACE MOTION
 JM0046
 JM0046  HISTORY     - Date     Condition        Report By
 JM0046  HISTORY     - UNK      MONUMENTED       USGS
 JM0046  HISTORY     - 1934     GOOD             NGS
 JM0046
 JM0046                          STATION DESCRIPTION
 JM0046
 JM0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JM0046'21.4 MI SW FROM MONTROSE.
 JM0046'21.4 MILES SOUTHWEST OF, ALONG STATE HIGHWAY 90, FROM MONTROSE COUNTY
 JM0046'COURTHOUSE, 600 FEET WEST OF WEST SIDE OF SILESCA RANGER STATION. 100
 JM0046'FEET SOUTH OF CENTERLINE OF STATE HWY 90.  84 FEET NORTH OF TELEPHONE
 JM0046'POLE.  75 FEET SOUTH OF SPRING WHICH HAS CONCRETE RETAINING WALL
 JM0046'AROUND IT.  40 FEET NORTH OF LARGE PILE OF SANDSTONE BOULDERS. 10 FEET
 JM0046'WEST OF TOP EDGE OF A 5-FOOT TERRACE.  BRONZE TABLET SET HORIZONTALLY
 JM0046'IN TOP OF SANDSTONE BOULDER ON INSIDE OF HIGHWAY CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0655 ***********************************************************************
 LL0655  DESIGNATION -  9160.22
 LL0655  PID         -  LL0655
 LL0655  STATE/COUNTY-  CO/BOULDER
 LL0655  USGS QUAD   -  GOLD HILL (1978)
 LL0655
 LL0655                         *CURRENT SURVEY CONTROL
 LL0655  ___________________________________________________________________
 LL0655* NAD 83(1986)-  40 05 04.     (N)    105 30 00.     (W)     SCALED    
 LL0655* NAVD 88     -      2793.197  (meters)    9164.01   (feet)  ADJUSTED  
 LL0655  ___________________________________________________________________
 LL0655  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 LL0655  DYNAMIC HT  -        2790.031 (meters)    9153.63  (feet)  COMP
 LL0655  MODELED GRAV-     979,389.9   (mgal)                       NAVD 88
 LL0655
 LL0655  VERT ORDER  -  SECOND    CLASS 0
 LL0655
 LL0655.The horizontal coordinates were scaled from a topographic map and have
 LL0655.an estimated accuracy of +/- 6 seconds.
 LL0655
 LL0655.The orthometric height was determined by differential leveling
 LL0655.and adjusted by the National Geodetic Survey in June 1991..
 LL0655
 LL0655.The geoid height was determined by GEOID03.
 LL0655
 LL0655.The dynamic height is computed by dividing the NAVD 88
 LL0655.geopotential number by the normal gravity value computed on the
 LL0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0655.degrees latitude (g = 980.6199 gals.).
 LL0655
 LL0655.The modeled gravity was interpolated from observed gravity values.
 LL0655
 LL0655;                    North         East    Units  Estimated Accuracy
 LL0655;SPC CO N     -   388,200.      914,400.      MT  (+/- 180 meters Scaled)
 LL0655
 LL0655                          SUPERSEDED SURVEY CONTROL
 LL0655
 LL0655  NGVD 29 (??/??/92) 2791.768  (m)         9159.33   (f) ADJ UNCH    2 0
 LL0655
 LL0655.Superseded values are not recommended for survey control.
 LL0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0655.See file dsdata.txt to determine how the superseded data were derived.
 LL0655
 LL0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE573372(NAD 83)
 LL0655_MARKER: DD = SURVEY DISK
 LL0655_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0655_SP_SET: CULVERT
 LL0655_STAMPING: 9160.22 28
 LL0655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0655+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2005
 LL0655
 LL0655  HISTORY     - Date     Condition        Report By
 LL0655  HISTORY     - UNK      MONUMENTED       BPR
 LL0655  HISTORY     - 1951     GOOD             NGS
 LL0655  HISTORY     - 19950911 GOOD             USPSQD
 LL0655  HISTORY     - 20010331 GOOD             NGS
 LL0655  HISTORY     - 20021007 GOOD             USPSQD
 LL0655  HISTORY     - 20050914 GOOD             USPSQD
 LL0655
 LL0655                          STATION DESCRIPTION
 LL0655
 LL0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LL0655'1.4 MI NE FROM WARD.
 LL0655'0.4 MILE NORTHEAST ALONG A WINDING ROAD FROM THE POST OFFICE AT
 LL0655'WARD, THENCE 1.0 MILE NORTHEAST ALONG STATE HIGHWAY 160, 12 FEET
 LL0655'SOTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 LL0655'THE CENTER OF THE SOUTHEAST HEADWALL OF A 4 X 4 FOOT CONCRETE
 LL0655'CULVERT.
 LL0655
 LL0655                          STATION RECOVERY (1995)
 LL0655
 LL0655'RECOVERY NOTE BY US POWER SQUADRON 1995
 LL0655'RECOVERED IN GOOD CONDITION.
 LL0655
 LL0655                          STATION RECOVERY (2001)
 LL0655
 LL0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0655'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL0655
 LL0655                          STATION RECOVERY (2002)
 LL0655
 LL0655'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 LL0655'RECOVERED IN GOOD CONDITION.
 LL0655
 LL0655                          STATION RECOVERY (2005)
 LL0655
 LL0655'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 LL0655'STATE HIGHWAY 160 IS NOW 72. THE 4 X 4 FOOT CONCRETE CULVERT IS ON THE
 LL0655'OLD ABANDONDED STATE HIGHWAY AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0940 ***********************************************************************
 KK0940  DESIGNATION -  9281.5
 KK0940  PID         -  KK0940
 KK0940  STATE/COUNTY-  CO/PARK
 KK0940  USGS QUAD   -  MILLIGAN LAKES (1957)
 KK0940
 KK0940                         *CURRENT SURVEY CONTROL
 KK0940  ___________________________________________________________________
 KK0940* NAD 83(1986)-  39 19 49.     (N)    105 45 59.     (W)     SCALED    
 KK0940* NAVD 88     -      2830.00   (+/-2cm)    9284.8    (feet)  VERTCON   
 KK0940  ___________________________________________________________________
 KK0940  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 KK0940
 KK0940  VERT ORDER  -  ? (See Below)
 KK0940
 KK0940.The horizontal coordinates were scaled from a topographic map and have
 KK0940.an estimated accuracy of +/- 6 seconds.
 KK0940
 KK0940.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK0940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK0940.The vertical order pertains to the NGVD 29 superseded value.
 KK0940
 KK0940.The geoid height was determined by GEOID03.
 KK0940
 KK0940;                    North         East    Units  Estimated Accuracy
 KK0940;SPC CO C     -   471,010.      891,440.      MT  (+/- 180 meters Scaled)
 KK0940
 KK0940                          SUPERSEDED SURVEY CONTROL
 KK0940
 KK0940  NGVD 29 (??/??/92) 2828.388  (m)         9279.47   (f) ADJ UNCH    ?  
 KK0940
 KK0940.Superseded values are not recommended for survey control.
 KK0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0940.See file dsdata.txt to determine how the superseded data were derived.
 KK0940
 KK0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD339537(NAD 83)
 KK0940_MARKER: Z = SEE DESCRIPTION
 KK0940_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 KK0940_STAMPING: USBM 9281.5
 KK0940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0940
 KK0940  HISTORY     - Date     Condition        Report By
 KK0940  HISTORY     - UNK      MONUMENTED       USGS
 KK0940  HISTORY     - 1934     GOOD             NGS
 KK0940
 KK0940                          STATION DESCRIPTION
 KK0940
 KK0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KK0940'3.8 MI SE FROM JEFFERSON.
 KK0940'3.8 MILES SOUTHEAST ALONG STATE HIGHWAY 77 FROM THE GRAMMAR SCHOOL
 KK0940'AT JEFFERSON, PARK COUNTY, OPPOSITE THE A. SANBORN RANCH HOUSE,
 KK0940'20 FEET NORTH OF THE WEST END OF A WOODEN CULVERT, ON THE TOP OF A
 KK0940'ROCK, AND 150 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A
 KK0940'PAINTED SQUARE, MARKED U.S.B.M. 9281.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1841 ***********************************************************************
 KK1841  DESIGNATION -  93
 KK1841  PID         -  KK1841
 KK1841  STATE/COUNTY-  CO/JEFFERSON
 KK1841  USGS QUAD   -  INDIAN HILLS (1994)
 KK1841
 KK1841                         *CURRENT SURVEY CONTROL
 KK1841  ___________________________________________________________________
 KK1841* NAD 83(1992)-  39 34 29.22364(N)    105 12 21.99036(W)     ADJUSTED  
 KK1841* NAVD 88     -      2422.3    (meters)    7947.     (feet)  VERTCON   
 KK1841  ___________________________________________________________________
 KK1841  LAPLACE CORR-         -19.80  (seconds)                    DEFLEC99
 KK1841  GEOID HEIGHT-         -15.14  (meters)                     GEOID03
 KK1841
 KK1841  HORZ ORDER  -  SECOND
 KK1841
 KK1841.The horizontal coordinates were established by classical geodetic methods
 KK1841.and adjusted by the National Geodetic Survey in January 1993..
 KK1841
 KK1841.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1841
 KK1841.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1841
 KK1841.The geoid height was determined by GEOID03.
 KK1841
 KK1841;                    North         East     Units Scale Factor Converg.
 KK1841;SPC CO C     -   498,159.277   939,652.535   MT  0.99997004   +0 11 07.3
 KK1841;SPC CO C     - 1,634,377.56  3,082,843.36   sFT  0.99997004   +0 11 07.3
 KK1841;UTM  13      - 4,380,584.460   482,297.999   MT  0.99960386   -0 07 52.7
 KK1841
 KK1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1841!SPC CO C     -   0.99962249  x   0.99997004  =   0.99959254
 KK1841!UTM  13      -   0.99962249  x   0.99960386  =   0.99922650
 KK1841
 KK1841|---------------------------------------------------------------------|
 KK1841| PID    Reference Object                     Distance      Geod. Az  |
 KK1841|                                                           dddmmss.s |
 KK1841| CP7254 93 RM 2                               3.480 METERS 10251     |
 KK1841| KK1873 DOUBLE                              APPROX. 4.9 KM 2533718.0 |
 KK1841| CP7253 93 RM 1                               9.736 METERS 35809     |
 KK1841|---------------------------------------------------------------------|
 KK1841
 KK1841                          SUPERSEDED SURVEY CONTROL
 KK1841
 KK1841  NAD 83(1986)-  39 34 29.22074(N)    105 12 21.99040(W) AD(       ) 2
 KK1841  NAD 27      -  39 34 29.25988(N)    105 12 20.03063(W) AD(       ) 2
 KK1841  NGVD 29 (07/19/86) 2421.3    (m)         7944.     (f) VERT ANG       
 KK1841
 KK1841.Superseded values are not recommended for survey control.
 KK1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1841.See file dsdata.txt to determine how the superseded data were derived.
 KK1841
 KK1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8229880584(NAD 83)
 KK1841_MARKER: DD = SURVEY DISK
 KK1841_SETTING: 66 = SET IN ROCK OUTCROP
 KK1841
 KK1841  HISTORY     - Date     Condition        Report By
 KK1841  HISTORY     - 1977     MONUMENTED       CO-059
 KK1841
 KK1841                          STATION DESCRIPTION
 KK1841
 KK1841'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1841'THE STATION IS LOCATED 2 MILES SOUTHEAST OF TINY TOWN IN
 KK1841'THE NORTHEAST 1/4 OF SECTION 34, T 5 S, R 70 W.
 KK1841'
 KK1841'TO REACH THE STATION FROM THE MINIATURE TRAIN DEPOT AT TINY TOWN,
 KK1841'GO SOUTH ON SOUTH TURKEY CREEK ROAD FOR 1 MILE TO THE ENTRANCE
 KK1841'ON THE SIDE OF THE ROAD TO KEN CARYL RANCH WEST.  OBTAIN
 KK1841'PERMISSION AT THE GUARD STATION AND GO THROUGH GATE ONTO WEST
 KK1841'RANCH TRAIL FOR 1.7 MILES TO ITS HIGHEST POINT THROUGH A SADDLE.
 KK1841'BEGIN A 20 MINUTE PACK WEST-SOUTHWEST TO THE HIGHEST ROCK
 KK1841'OUTCROP FOR MORE THAN A MILE IN ANY DIRECTION.  THIS OUTCROP
 KK1841'IS THE ONLY ONE IN THE AREA.
 KK1841'
 KK1841'THE STATION MARK, STAMPED---93 JCMD 1977---, IS A 3-INCH BRONZE
 KK1841'DISK CEMENTED IN A DRILL HOLE IN BEDROCK OUTCROP.
 KK1841'
 KK1841'REFERENCE MARK 1, STAMPED---93 JCMD RM 1 1977---, IS A 3-INCH
 KK1841'BRONZE DISK CEMENTED IN A DRILL HOLE IN BEDROCK OUTCROP.
 KK1841'
 KK1841'REFERENCE MARK 2, STAMPED---93 JCMD RM 2 1977---, IS A 3-INCH
 KK1841'BRONZE DISK CEMENTED INTO A DRILL HOLE IN BEDROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0283 ***********************************************************************
 HL0283  DESIGNATION -  9302
 HL0283  PID         -  HL0283
 HL0283  STATE/COUNTY-  CO/SAN JUAN
 HL0283  USGS QUAD   -  SILVERTON (1955)
 HL0283
 HL0283                         *CURRENT SURVEY CONTROL
 HL0283  ___________________________________________________________________
 HL0283* NAD 83(1986)-  37 48 42.     (N)    107 39 51.     (W)     SCALED    
 HL0283* NAVD 88     -      2837.962  (meters)    9310.88   (feet)  POSTED    
 HL0283  ___________________________________________________________________
 HL0283  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 HL0283  DYNAMIC HT  -        2833.880 (meters)    9297.49  (feet)  COMP
 HL0283  MODELED GRAV-     979,088.7   (mgal)                       NAVD 88
 HL0283
 HL0283  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HL0283
 HL0283.The horizontal coordinates were scaled from a topographic map and have
 HL0283.an estimated accuracy of +/- 6 seconds.
 HL0283
 HL0283.The orthometric height was determined by differential leveling
 HL0283.and adjusted by the National Geodetic Survey in 1992..
 HL0283.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HL0283.rate of 0.0 thru 1.0 mm/km.
 HL0283
 HL0283.The geoid height was determined by GEOID03.
 HL0283
 HL0283.The dynamic height is computed by dividing the NAVD 88
 HL0283.geopotential number by the normal gravity value computed on the
 HL0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0283.degrees latitude (g = 980.6199 gals.).
 HL0283
 HL0283.The modeled gravity was interpolated from observed gravity values.
 HL0283
 HL0283;                    North         East    Units  Estimated Accuracy
 HL0283;SPC CO S     -   434,080.      723,860.      MT  (+/- 180 meters Scaled)
 HL0283
 HL0283                          SUPERSEDED SURVEY CONTROL
 HL0283
 HL0283  NGVD 29 (??/??/92) 2836.306  (m)         9305.45   (f) ADJ UNCH    1 2
 HL0283
 HL0283.Superseded values are not recommended for survey control.
 HL0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0283.See file dsdata.txt to determine how the superseded data were derived.
 HL0283
 HL0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB654882(NAD 83)
 HL0283_MARKER: DD = SURVEY DISK
 HL0283_SETTING: 0 = UNSPECIFIED SETTING
 HL0283_STAMPING: 9302 DUR
 HL0283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0283
 HL0283  HISTORY     - Date     Condition        Report By
 HL0283  HISTORY     - UNK      MONUMENTED       USGS
 HL0283  HISTORY     - 1928     GOOD             NGS
 HL0283  HISTORY     - 1943     GOOD             NGS
 HL0283  HISTORY     - 1985     MARK NOT FOUND   NGS
 HL0283
 HL0283                          STATION DESCRIPTION
 HL0283
 HL0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 HL0283'IN SILVERTON.
 HL0283'IN SOUTHEAST CORNER OF GRAND HOTEL BLOCK, 2.5 FEET ABOVE THE SIDEWALK,
 HL0283'AT NORTHWEST CORNER OF GREENE AND 12TH STREETS.  NOTE-- HOTEL NAME
 HL0283'CHANGED TO IMPERIAL HOTEL.
 HL0283
 HL0283                          STATION RECOVERY (1943)
 HL0283
 HL0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 HL0283'RECOVERED IN GOOD CONDITION.
 HL0283
 HL0283                          STATION RECOVERY (1985)
 HL0283
 HL0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HL0283'THE IMPRINT OF THE DISK IS ALL THAT REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0050 ***********************************************************************
 JM0050  DESIGNATION -  9304
 JM0050  PID         -  JM0050
 JM0050  STATE/COUNTY-  CO/MONTROSE
 JM0050  USGS QUAD   -  ANTONE SPRING (1994)
 JM0050
 JM0050                         *CURRENT SURVEY CONTROL
 JM0050  ___________________________________________________________________
 JM0050* NAD 83(1986)-  38 18 19.     (N)    108 11 44.     (W)     SCALED    
 JM0050* NAVD 88     -      2836.606  (meters)    9306.43   (feet)  ADJUSTED  
 JM0050  ___________________________________________________________________
 JM0050  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 JM0050  DYNAMIC HT  -        2832.909 (meters)    9294.30  (feet)  COMP
 JM0050  MODELED GRAV-     979,221.5   (mgal)                       NAVD 88
 JM0050
 JM0050  VERT ORDER  -  SECOND    CLASS 0
 JM0050
 JM0050.The horizontal coordinates were scaled from a topographic map and have
 JM0050.an estimated accuracy of +/- 6 seconds.
 JM0050
 JM0050.The orthometric height was determined by differential leveling
 JM0050.and adjusted by the National Geodetic Survey in June 1991..
 JM0050
 JM0050.The geoid height was determined by GEOID03.
 JM0050
 JM0050.The dynamic height is computed by dividing the NAVD 88
 JM0050.geopotential number by the normal gravity value computed on the
 JM0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0050.degrees latitude (g = 980.6199 gals.).
 JM0050
 JM0050.The modeled gravity was interpolated from observed gravity values.
 JM0050
 JM0050;                    North         East    Units  Estimated Accuracy
 JM0050;SPC CO S     -   490,070.      678,670.      MT  (+/- 180 meters Scaled)
 JM0050
 JM0050                          SUPERSEDED SURVEY CONTROL
 JM0050
 JM0050  NGVD 29 (??/??/92) 2835.089  (m)         9301.45   (f) ADJ UNCH    2 0
 JM0050
 JM0050.Superseded values are not recommended for survey control.
 JM0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0050.See file dsdata.txt to determine how the superseded data were derived.
 JM0050
 JM0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH452434(NAD 83)
 JM0050_MARKER: DD = SURVEY DISK
 JM0050_SETTING: 80 = SET IN A BOULDER
 JM0050_SP_SET: BOULDER
 JM0050_STAMPING: 9304
 JM0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0050+STABILITY: SURFACE MOTION
 JM0050
 JM0050  HISTORY     - Date     Condition        Report By
 JM0050  HISTORY     - UNK      MONUMENTED       USGS
 JM0050  HISTORY     - 1934     GOOD             NGS
 JM0050
 JM0050                          STATION DESCRIPTION
 JM0050
 JM0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JM0050'26.8 MI SW FROM MONTROSE.
 JM0050'26.8 MILES SOUTHWEST OF, ALONG STATE HWY. 90, FROM MONTROSE CO.
 JM0050'COURTHOUSE.  ABOUT 2.5 MILES SOUTHWEST OF TOP OF DIVIDE OF UNCOMPAHGRE
 JM0050'PLATEAU AND JUNCTION OF DELTA ROAD AND STATE HWY 90.  40 FEET
 JM0050'NORTHWEST OF CENTER OF HIGHWAY CURVE AROUND ROCKY POINT.  27 FEET
 JM0050'NORTH OF CENTERLINE OF STATE HWY. 90.  BRONZE TABLET SET HORIZONTALLY
 JM0050'IN TOP OF LARGE SANDSTONE BOULDER ON SIDE OF HILL.  THE SOUTH SIDE OF
 JM0050'BOULDER IS FLUSH WITH SIDE OF HILL AND ALSO IS THE ONLY PART ABOVE
 JM0050'LEVEL OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0579 ***********************************************************************
 KK0579  DESIGNATION -  9329.38
 KK0579  PID         -  KK0579
 KK0579  STATE/COUNTY-  CO/GILPIN
 KK0579  USGS QUAD   -  BLACK HAWK (1963)
 KK0579
 KK0579                         *CURRENT SURVEY CONTROL
 KK0579  ___________________________________________________________________
 KK0579* NAD 83(1986)-  39 50 28.     (N)    105 29 38.     (W)     SCALED    
 KK0579* NAVD 88     -      2844.573  (meters)    9332.57   (feet)  ADJUSTED  
 KK0579  ___________________________________________________________________
 KK0579  GEOID HEIGHT-         -13.40  (meters)                     GEOID03
 KK0579  DYNAMIC HT  -        2841.284 (meters)    9321.78  (feet)  COMP
 KK0579  MODELED GRAV-     979,365.6   (mgal)                       NAVD 88
 KK0579
 KK0579  VERT ORDER  -  SECOND    CLASS 0
 KK0579
 KK0579.The horizontal coordinates were scaled from a topographic map and have
 KK0579.an estimated accuracy of +/- 6 seconds.
 KK0579
 KK0579.The orthometric height was determined by differential leveling
 KK0579.and adjusted by the National Geodetic Survey in June 1991..
 KK0579
 KK0579.The geoid height was determined by GEOID03.
 KK0579
 KK0579.The dynamic height is computed by dividing the NAVD 88
 KK0579.geopotential number by the normal gravity value computed on the
 KK0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0579.degrees latitude (g = 980.6199 gals.).
 KK0579
 KK0579.The modeled gravity was interpolated from observed gravity values.
 KK0579
 KK0579;                    North         East    Units  Estimated Accuracy
 KK0579;SPC CO N     -   361,180.      914,930.      MT  (+/- 180 meters Scaled)
 KK0579
 KK0579                          SUPERSEDED SURVEY CONTROL
 KK0579
 KK0579  NGVD 29 (??/??/92) 2843.137  (m)         9327.86   (f) ADJ UNCH    2 0
 KK0579
 KK0579.Superseded values are not recommended for survey control.
 KK0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0579.See file dsdata.txt to determine how the superseded data were derived.
 KK0579
 KK0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE577102(NAD 83)
 KK0579_MARKER: DD = SURVEY DISK
 KK0579_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0579_SP_SET: CULVERT
 KK0579_STAMPING: 9329.38
 KK0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0579
 KK0579  HISTORY     - Date     Condition        Report By
 KK0579  HISTORY     - UNK      MONUMENTED       BPR
 KK0579  HISTORY     - 1940     GOOD             NGS
 KK0579  HISTORY     - 20020921 MARK NOT FOUND   USPSQD
 KK0579  HISTORY     - 20050909 MARK NOT FOUND   USPSQD
 KK0579
 KK0579                          STATION DESCRIPTION
 KK0579
 KK0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KK0579'5.2 MI N FROM BLACKHAWK.
 KK0579'5.2 MILES NORTH ALONG STATE HIGHWAY 119 FROM A ROAD JUNCTION AT
 KK0579'BLACKHAWK, GILPIN COUNTY, AT THE JUNCTION OF A ROAD LEADING TO
 KK0579'THE COLD SPRING CAMPGROUND, 40 FEET NORTHEAST OF A UNITED STATES
 KK0579'FOREST SERVICE COLD SPRING SIGN, 19 FEET WEST OF THE CENTERLINE
 KK0579'OF THE HIGHWAY, AT A PIPE CULVERT, AND IN THE TOP OF THE MASONRY
 KK0579'HEADWALL.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD
 KK0579'DISK, STAMPED 9329.38.
 KK0579
 KK0579                          STATION RECOVERY (2002)
 KK0579
 KK0579'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 KK0579'MARK NOT FOUND.
 KK0579
 KK0579                          STATION RECOVERY (2005)
 KK0579
 KK0579'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 KK0579'HIGHWAY 119 HAS BEEN IMPROVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0293 ***********************************************************************
 KL0293  DESIGNATION -  9369.97
 KL0293  PID         -  KL0293
 KL0293  STATE/COUNTY-  CO/PITKIN
 KL0293  USGS QUAD   -  NEW YORK PEAK (1987)
 KL0293
 KL0293                         *CURRENT SURVEY CONTROL
 KL0293  ___________________________________________________________________
 KL0293* NAD 83(1986)-  39 07 15.     (N)    106 43 09.     (W)     SCALED    
 KL0293* NAVD 88     -      2857.258  (meters)    9374.19   (feet)  ADJUSTED  
 KL0293  ___________________________________________________________________
 KL0293  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 KL0293  DYNAMIC HT  -        2853.339 (meters)    9361.33  (feet)  COMP
 KL0293  MODELED GRAV-     979,154.0   (mgal)                       NAVD 88
 KL0293
 KL0293  VERT ORDER  -  SECOND    CLASS 0
 KL0293
 KL0293.The horizontal coordinates were scaled from a topographic map and have
 KL0293.an estimated accuracy of +/- 6 seconds.
 KL0293
 KL0293.The orthometric height was determined by differential leveling
 KL0293.and adjusted by the National Geodetic Survey in June 1991..
 KL0293
 KL0293.The geoid height was determined by GEOID03.
 KL0293
 KL0293.The dynamic height is computed by dividing the NAVD 88
 KL0293.geopotential number by the normal gravity value computed on the
 KL0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0293.degrees latitude (g = 980.6199 gals.).
 KL0293
 KL0293.The modeled gravity was interpolated from observed gravity values.
 KL0293
 KL0293;                    North         East    Units  Estimated Accuracy
 KL0293;SPC CO C     -   448,430.      808,980.      MT  (+/- 180 meters Scaled)
 KL0293
 KL0293                          SUPERSEDED SURVEY CONTROL
 KL0293
 KL0293  NGVD 29 (??/??/92) 2855.346  (m)         9367.91   (f) ADJ UNCH    2 0
 KL0293
 KL0293.Superseded values are not recommended for survey control.
 KL0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0293.See file dsdata.txt to determine how the superseded data were derived.
 KL0293
 KL0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD513315(NAD 83)
 KL0293_MARKER: DD = SURVEY DISK
 KL0293_SETTING: 66 = SET IN ROCK OUTCROP
 KL0293_SP_SET: ROCK POINT
 KL0293_STAMPING: 9369.97 1927
 KL0293_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0293+STABILITY: POSITION/ELEVATION WELL
 KL0293
 KL0293  HISTORY     - Date     Condition        Report By
 KL0293  HISTORY     - 1927     MONUMENTED       BPR
 KL0293  HISTORY     - 1934     GOOD             NGS
 KL0293
 KL0293                          STATION DESCRIPTION
 KL0293
 KL0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KL0293'8.3 MI SE FROM ASPEN.
 KL0293'8.3 MILES SOUTHEAST ALONG STATE HIGHWAY 82 FROM THE COURTHOUSE AT
 KL0293'ASPEN, PITKIN COUNTY, 500 FEET EAST OF A LOW LOG HOUSE WITH AN IRON
 KL0293'ROOF AT THE EDGE OF THE HIGHWAY, 210 FEET EAST OF THE WELLER LAKE
 KL0293'SIGNBOARD, 75 FEET NORTHWEST OF THE WEST END OF A CURB, 15 FEET NORTH
 KL0293'OF THE CENTERLINE OF THE HIGHWAY, AND IN THE SHOULDER OF A SOLID ROCK
 KL0293'POINT.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK, STAMPED
 KL0293'9369.97 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0429 ***********************************************************************
 JK0429  DESIGNATION -  9385
 JK0429  PID         -  JK0429
 JK0429  STATE/COUNTY-  CO/TELLER
 JK0429  USGS QUAD   -  BIG BULL MOUNTAIN (1994)
 JK0429
 JK0429                         *CURRENT SURVEY CONTROL
 JK0429  ___________________________________________________________________
 JK0429* NAD 83(1986)-  38 43 59.     (N)    105 01 47.     (W)     SCALED    
 JK0429* NAVD 88     -      2861.777  (meters)    9389.01   (feet)  ADJUSTED  
 JK0429  ___________________________________________________________________
 JK0429  GEOID HEIGHT-         -15.20  (meters)                     GEOID03
 JK0429  DYNAMIC HT  -        2858.176 (meters)    9377.20  (feet)  COMP
 JK0429  MODELED GRAV-     979,264.7   (mgal)                       NAVD 88
 JK0429
 JK0429  VERT ORDER  -  SECOND    CLASS 0
 JK0429
 JK0429.The horizontal coordinates were scaled from a topographic map and have
 JK0429.an estimated accuracy of +/- 6 seconds.
 JK0429
 JK0429.The orthometric height was determined by differential leveling
 JK0429.and adjusted by the National Geodetic Survey in June 1991..
 JK0429
 JK0429.The geoid height was determined by GEOID03.
 JK0429
 JK0429.The dynamic height is computed by dividing the NAVD 88
 JK0429.geopotential number by the normal gravity value computed on the
 JK0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0429.degrees latitude (g = 980.6199 gals.).
 JK0429
 JK0429.The modeled gravity was interpolated from observed gravity values.
 JK0429
 JK0429;                    North         East    Units  Estimated Accuracy
 JK0429;SPC CO C     -   404,780.      955,290.      MT  (+/- 180 meters Scaled)
 JK0429
 JK0429                          SUPERSEDED SURVEY CONTROL
 JK0429
 JK0429  NGVD 29 (??/??/92) 2860.385  (m)         9384.45   (f) ADJ UNCH    2 0
 JK0429
 JK0429.Superseded values are not recommended for survey control.
 JK0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0429.See file dsdata.txt to determine how the superseded data were derived.
 JK0429
 JK0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC974871(NAD 83)
 JK0429_MARKER: DB = BENCH MARK DISK
 JK0429_SETTING: 80 = SET IN A BOULDER
 JK0429_SP_SET: BOULDER
 JK0429_STAMPING: COLO SP 9385
 JK0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0429+STABILITY: SURFACE MOTION
 JK0429
 JK0429  HISTORY     - Date     Condition        Report By
 JK0429  HISTORY     - UNK      MONUMENTED       USGS
 JK0429  HISTORY     - 1954     GOOD             NGS
 JK0429  HISTORY     - 1975     POOR             LOCENG
 JK0429
 JK0429                          STATION DESCRIPTION
 JK0429
 JK0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JK0429'12.6 MI E FROM CRIPPLE CREEK.
 JK0429'1.9 MILES NORTH ALONG STATE HIGHWAY 67 FROM THE COURTHOUSE
 JK0429'AT CRIPPLE CREEK, THENCE 10.7 MILES EAST ALONG STATE HIGHWAY 336,
 JK0429'AT THE EAST END OF A CUT, 9 FEET NORTH OF THE CENTER LINE OF
 JK0429'THE HIGHWAY, 2 FEET ABOVE THE GROUND, SET IN THE TOP OF THE
 JK0429'WEST END OF A 2X6 FOOT GRANITE BOULDER.
 JK0429
 JK0429                          STATION RECOVERY (1975)
 JK0429
 JK0429'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 JK0429'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0282 ***********************************************************************
 HL0282  DESIGNATION -  9385.0
 HL0282  PID         -  HL0282
 HL0282  STATE/COUNTY-  CO/SAN JUAN
 HL0282  USGS QUAD   -  SILVERTON (1955)
 HL0282
 HL0282                         *CURRENT SURVEY CONTROL
 HL0282  ___________________________________________________________________
 HL0282* NAD 83(1986)-  37 48 50.     (N)    107 41 40.     (W)     SCALED    
 HL0282* NAVD 88     -      2861.64   (+/-2cm)    9388.6    (feet)  VERTCON   
 HL0282  ___________________________________________________________________
 HL0282  GEOID HEIGHT-         -15.51  (meters)                     GEOID03
 HL0282
 HL0282  VERT ORDER  -  ? (See Below)
 HL0282
 HL0282.The horizontal coordinates were scaled from a topographic map and have
 HL0282.an estimated accuracy of +/- 6 seconds.
 HL0282
 HL0282.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0282.The vertical order pertains to the NGVD 29 superseded value.
 HL0282
 HL0282.The geoid height was determined by GEOID03.
 HL0282
 HL0282;                    North         East    Units  Estimated Accuracy
 HL0282;SPC CO S     -   434,390.      721,200.      MT  (+/- 180 meters Scaled)
 HL0282
 HL0282                          SUPERSEDED SURVEY CONTROL
 HL0282
 HL0282  NGVD 29 (??/??/92) 2859.962  (m)         9383.06   (f) ADJ UNCH    ?  
 HL0282
 HL0282.Superseded values are not recommended for survey control.
 HL0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0282.See file dsdata.txt to determine how the superseded data were derived.
 HL0282
 HL0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB628885(NAD 83)
 HL0282_MARKER: Q = CHISELED SQUARE
 HL0282_SETTING: 80 = SET IN A BOULDER
 HL0282_SP_SET: BOULDER
 HL0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0282+STABILITY: SURFACE MOTION
 HL0282
 HL0282  HISTORY     - Date     Condition        Report By
 HL0282  HISTORY     - UNK      MONUMENTED       USGS
 HL0282  HISTORY     - 1928     GOOD             NGS
 HL0282  HISTORY     - 1985     MARK NOT FOUND   NGS
 HL0282
 HL0282                          STATION DESCRIPTION
 HL0282
 HL0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 HL0282'1.7 MI NW FROM SILVERTON.
 HL0282'ON NORTH EDGE OF ANGLE IN HIGHWAY, SOUTH SIDE OF FORKS OF OLD ROAD, ON
 HL0282'TOP OF LARGE GRANITE BOULDER.  BOULDER MARKED U.S. 9385.0 B. M.
 HL0282
 HL0282                          STATION RECOVERY (1985)
 HL0282
 HL0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HL0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0856 ***********************************************************************
 KK0856  DESIGNATION -  9500
 KK0856  PID         -  KK0856
 KK0856  STATE/COUNTY-  CO/PARK
 KK0856  USGS QUAD   -  JEFFERSON (1994)
 KK0856
 KK0856                         *CURRENT SURVEY CONTROL
 KK0856  ___________________________________________________________________
 KK0856* NAD 83(1986)-  39 22 34.     (N)    105 48 00.     (W)     SCALED    
 KK0856* NAVD 88     -      2896.786  (meters)    9503.87   (feet)  ADJUSTED  
 KK0856  ___________________________________________________________________
 KK0856  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 KK0856  DYNAMIC HT  -        2893.093 (meters)    9491.76  (feet)  COMP
 KK0856  MODELED GRAV-     979,247.1   (mgal)                       NAVD 88
 KK0856
 KK0856  VERT ORDER  -  FIRST     CLASS II
 KK0856
 KK0856.The horizontal coordinates were scaled from a topographic map and have
 KK0856.an estimated accuracy of +/- 6 seconds.
 KK0856
 KK0856.The orthometric height was determined by differential leveling
 KK0856.and adjusted by the National Geodetic Survey in June 1991..
 KK0856
 KK0856.The geoid height was determined by GEOID03.
 KK0856
 KK0856.The dynamic height is computed by dividing the NAVD 88
 KK0856.geopotential number by the normal gravity value computed on the
 KK0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0856.degrees latitude (g = 980.6199 gals.).
 KK0856
 KK0856.The modeled gravity was interpolated from observed gravity values.
 KK0856
 KK0856;                    North         East    Units  Estimated Accuracy
 KK0856;SPC CO C     -   476,100.      888,550.      MT  (+/- 180 meters Scaled)
 KK0856
 KK0856                          SUPERSEDED SURVEY CONTROL
 KK0856
 KK0856  NGVD 29 (??/??/92) 2895.135  (m)         9498.46   (f) ADJ UNCH    1 2
 KK0856
 KK0856.Superseded values are not recommended for survey control.
 KK0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0856.See file dsdata.txt to determine how the superseded data were derived.
 KK0856
 KK0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD310588(NAD 83)
 KK0856_MARKER: DD = SURVEY DISK
 KK0856_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0856_SP_SET: BUILDING
 KK0856_STAMPING: 9500
 KK0856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0856
 KK0856  HISTORY     - Date     Condition        Report By
 KK0856  HISTORY     - UNK      MONUMENTED       USGS
 KK0856  HISTORY     - 1951     GOOD             NGS
 KK0856
 KK0856                          STATION DESCRIPTION
 KK0856
 KK0856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0856'AT JEFFERSON.
 KK0856'AT JEFFERSON, 52 FEET SOUTHEAST OF BENCH MARK W 165, SET VERTICALLY
 KK0856'IN THE WEST WALL OF THE SCHOOLHOUSE, 0.8 FOOT SOUTH OF THE
 KK0856'NORTHWEST CORNER OF THE BUILDING, 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0150 ***********************************************************************
 LM0150  DESIGNATION -  9509.99
 LM0150  PID         -  LM0150
 LM0150  STATE/COUNTY-  CO/JACKSON
 LM0150  USGS QUAD   -  RADIAL MOUNTAIN (1956)
 LM0150
 LM0150                         *CURRENT SURVEY CONTROL
 LM0150  ___________________________________________________________________
 LM0150* NAD 83(1986)-  40 21 02.     (N)    106 05 22.     (W)     SCALED    
 LM0150* NAVD 88     -      2934.240  (meters)    9626.75   (feet)  ADJUSTED  
 LM0150  ___________________________________________________________________
 LM0150  GEOID HEIGHT-         -11.97  (meters)                     GEOID03
 LM0150  DYNAMIC HT  -        2930.841 (meters)    9615.60  (feet)  COMP
 LM0150  MODELED GRAV-     979,359.3   (mgal)                       NAVD 88
 LM0150
 LM0150  VERT ORDER  -  FIRST     CLASS II
 LM0150
 LM0150.The horizontal coordinates were scaled from a topographic map and have
 LM0150.an estimated accuracy of +/- 6 seconds.
 LM0150
 LM0150.The orthometric height was determined by differential leveling
 LM0150.and adjusted by the National Geodetic Survey in June 1991..
 LM0150.WARNING-Repeat measurements at this control monument indicate possible
 LM0150.vertical movement.
 LM0150
 LM0150.The geoid height was determined by GEOID03.
 LM0150
 LM0150.The dynamic height is computed by dividing the NAVD 88
 LM0150.geopotential number by the normal gravity value computed on the
 LM0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0150.degrees latitude (g = 980.6199 gals.).
 LM0150
 LM0150.The modeled gravity was interpolated from observed gravity values.
 LM0150
 LM0150;                    North         East    Units  Estimated Accuracy
 LM0150;SPC CO N     -   417,910.      864,330.      MT  (+/- 180 meters Scaled)
 LM0150
 LM0150                          SUPERSEDED SURVEY CONTROL
 LM0150
 LM0150  NGVD 29 (??/??/92) 2932.682  (m)         9621.64   (f) ADJ UNCH    1 2
 LM0150
 LM0150.Superseded values are not recommended for survey control.
 LM0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0150.See file dsdata.txt to determine how the superseded data were derived.
 LM0150
 LM0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE074672(NAD 83)
 LM0150_MARKER: DD = SURVEY DISK
 LM0150_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LM0150_SP_SET: FOUNDATION
 LM0150_STAMPING: 9509.99 1932
 LM0150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LM0150
 LM0150  HISTORY     - Date     Condition        Report By
 LM0150  HISTORY     - 1932     MONUMENTED       BPR
 LM0150  HISTORY     - 1954     GOOD             NGS
 LM0150
 LM0150                          STATION DESCRIPTION
 LM0150
 LM0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LM0150'10.2 MI SE FROM RAND.
 LM0150'10.2 MILES SOUTHEAST ALONG STATE HIGHWAY 125 FROM THE POST OFFICE AT
 LM0150'RAND, 71 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 126 FEET
 LM0150'NORTHWEST OF THE CONTINENTAL DIVIDE SIGN AT WILLOW CREEK PASS, 13 FEET
 LM0150'NORTHEAST OF A WITNESS POST, 15 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 LM0150'SET IN THE TOP OF THE NORTH CORNER OF AN ABANDONED 6X6 FOOT CONCRETE
 LM0150'FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0048 ***********************************************************************
 JM0048  DESIGNATION -  9572
 JM0048  PID         -  JM0048
 JM0048  STATE/COUNTY-  CO/MONTROSE
 JM0048  USGS QUAD   -  ANTONE SPRING (1994)
 JM0048
 JM0048                         *CURRENT SURVEY CONTROL
 JM0048  ___________________________________________________________________
 JM0048* NAD 83(1986)-  38 19 08.     (N)    108 09 54.     (W)     SCALED    
 JM0048* NAVD 88     -      2918.246  (meters)    9574.28   (feet)  ADJUSTED  
 JM0048  ___________________________________________________________________
 JM0048  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 JM0048  DYNAMIC HT  -        2914.424 (meters)    9561.74  (feet)  COMP
 JM0048  MODELED GRAV-     979,212.0   (mgal)                       NAVD 88
 JM0048
 JM0048  VERT ORDER  -  SECOND    CLASS 0
 JM0048
 JM0048.The horizontal coordinates were scaled from a topographic map and have
 JM0048.an estimated accuracy of +/- 6 seconds.
 JM0048
 JM0048.The orthometric height was determined by differential leveling
 JM0048.and adjusted by the National Geodetic Survey in June 1991..
 JM0048
 JM0048.The geoid height was determined by GEOID03.
 JM0048
 JM0048.The dynamic height is computed by dividing the NAVD 88
 JM0048.geopotential number by the normal gravity value computed on the
 JM0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0048.degrees latitude (g = 980.6199 gals.).
 JM0048
 JM0048.The modeled gravity was interpolated from observed gravity values.
 JM0048
 JM0048;                    North         East    Units  Estimated Accuracy
 JM0048;SPC CO S     -   491,500.      681,380.      MT  (+/- 180 meters Scaled)
 JM0048
 JM0048                          SUPERSEDED SURVEY CONTROL
 JM0048
 JM0048  NGVD 29 (??/??/92) 2916.712  (m)         9569.25   (f) ADJ UNCH    2 0
 JM0048
 JM0048.Superseded values are not recommended for survey control.
 JM0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0048.See file dsdata.txt to determine how the superseded data were derived.
 JM0048
 JM0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH478450(NAD 83)
 JM0048_MARKER: DD = SURVEY DISK
 JM0048_SETTING: 80 = SET IN A BOULDER
 JM0048_SP_SET: BOULDER
 JM0048_STAMPING: 9572
 JM0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0048+STABILITY: SURFACE MOTION
 JM0048
 JM0048  HISTORY     - Date     Condition        Report By
 JM0048  HISTORY     - UNK      MONUMENTED       USGS
 JM0048  HISTORY     - 1934     GOOD             NGS
 JM0048
 JM0048                          STATION DESCRIPTION
 JM0048
 JM0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JM0048'24.3 MI SW FROM MONTROSE.
 JM0048'24.3 MILES SOUTHWEST OF, ALONG STATE HWY. 90, FROM MONTROSE COUNTY
 JM0048'COURTHOUSE.  ABOUT .2 MILE NORTHWEST OF IRON SPRINGS CAMP GROUNDS. 80
 JM0048'FEET NORTHEAST OF INTERSECTION OF CENTERLINES OF STATE HIGHWAY 90 AND
 JM0048'ROAD LEADING WEST TO DELTA.  50 FEET NORTH OF CENTERLINE OF STATE
 JM0048'HIGHWAY 90.  42 FEET EAST OF FOREST SERVICE BOX WHICH CONTAINS FIRE
 JM0048'TOOLS.  BRONZE TABLET SET HORIZONTALLY IN TOP OF SANDSTONE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0010 ***********************************************************************
 GN0010  DESIGNATION -  9575
 GN0010  PID         -  GN0010
 GN0010  STATE/COUNTY-  CO/CONEJOS
 GN0010  USGS QUAD   -  TOLTEC MESA (1995)
 GN0010
 GN0010                         *CURRENT SURVEY CONTROL
 GN0010  ___________________________________________________________________
 GN0010* NAD 83(1986)-  36 59 57.     (N)    106 17 14.     (W)     SCALED    
 GN0010* NAVD 88     -      2919.733  (meters)    9579.16   (feet)  POSTED    
 GN0010  ___________________________________________________________________
 GN0010  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 GN0010  DYNAMIC HT  -        2915.490 (meters)    9565.24  (feet)  COMP
 GN0010  MODELED GRAV-     979,071.4   (mgal)                       NAVD 88
 GN0010
 GN0010  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 GN0010
 GN0010.The horizontal coordinates were scaled from a topographic map and have
 GN0010.an estimated accuracy of +/- 6 seconds.
 GN0010
 GN0010.The orthometric height was determined by differential leveling
 GN0010.and adjusted by the National Geodetic Survey in 1992..
 GN0010.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 GN0010.rate of 1.1 thru 2.0 mm/km.
 GN0010
 GN0010.The geoid height was determined by GEOID03.
 GN0010
 GN0010.The dynamic height is computed by dividing the NAVD 88
 GN0010.geopotential number by the normal gravity value computed on the
 GN0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0010.degrees latitude (g = 980.6199 gals.).
 GN0010
 GN0010.The modeled gravity was interpolated from observed gravity values.
 GN0010
 GN0010;                    North         East    Units  Estimated Accuracy
 GN0010;SPC CO S     -   342,000.      844,330.      MT  (+/- 180 meters Scaled)
 GN0010
 GN0010                          SUPERSEDED SURVEY CONTROL
 GN0010
 GN0010  NGVD 29 (??/??/92) 2918.162  (m)         9574.00   (f) ADJ UNCH    1 2
 GN0010
 GN0010.Superseded values are not recommended for survey control.
 GN0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0010.See file dsdata.txt to determine how the superseded data were derived.
 GN0010
 GN0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA854955(NAD 83)
 GN0010_MARKER: DB = BENCH MARK DISK
 GN0010_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 GN0010_STAMPING: 9575 1920
 GN0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 GN0010
 GN0010  HISTORY     - Date     Condition        Report By
 GN0010  HISTORY     - 1920     MONUMENTED       USGS
 GN0010  HISTORY     - 1934     GOOD             NGS
 GN0010
 GN0010                          STATION DESCRIPTION
 GN0010
 GN0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 GN0010'33.2 MI SW FROM ANTONITO.
 GN0010'33.2 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 GN0010'FROM ANTONITO, CONEJOS COUNTY, AT TOLTEC, 70 FEET NORTHEAST OF THE
 GN0010'EAST END OF THE EAST SECTION HOUSE, 18 FEET NORTHWEST OF THE WEST END
 GN0010'OF TRESTLE 313.39, AND IN A ROCK.  A UNITED STATES GEOLOGICAL SURVEY
 GN0010'STANDARD DISK, STAMPED 9575 1920.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0144 ***********************************************************************
 KL0144  DESIGNATION -  9577
 KL0144  PID         -  KL0144
 KL0144  STATE/COUNTY-  CO/SUMMIT
 KL0144  USGS QUAD   -  BRECKENRIDGE (1987)
 KL0144
 KL0144                         *CURRENT SURVEY CONTROL
 KL0144  ___________________________________________________________________
 KL0144* NAD 83(1986)-  39 28 53.     (N)    106 02 45.     (W)     SCALED    
 KL0144* NAVD 88     -      2920.511  (meters)    9581.71   (feet)  ADJUSTED  
 KL0144  ___________________________________________________________________
 KL0144  GEOID HEIGHT-         -12.64  (meters)                     GEOID03
 KL0144  DYNAMIC HT  -        2916.707 (meters)    9569.23  (feet)  COMP
 KL0144  MODELED GRAV-     979,218.8   (mgal)                       NAVD 88
 KL0144
 KL0144  VERT ORDER  -  FIRST     CLASS II
 KL0144
 KL0144.The horizontal coordinates were scaled from a topographic map and have
 KL0144.an estimated accuracy of +/- 6 seconds.
 KL0144
 KL0144.The orthometric height was determined by differential leveling
 KL0144.and adjusted by the National Geodetic Survey in June 1991..
 KL0144
 KL0144.The geoid height was determined by GEOID03.
 KL0144
 KL0144.The dynamic height is computed by dividing the NAVD 88
 KL0144.geopotential number by the normal gravity value computed on the
 KL0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0144.degrees latitude (g = 980.6199 gals.).
 KL0144
 KL0144.The modeled gravity was interpolated from observed gravity values.
 KL0144
 KL0144;                    North         East    Units  Estimated Accuracy
 KL0144;SPC CO C     -   487,890.      867,440.      MT  (+/- 180 meters Scaled)
 KL0144
 KL0144                          SUPERSEDED SURVEY CONTROL
 KL0144
 KL0144  NGVD 29 (??/??/92) 2918.720  (m)         9575.83   (f) ADJ UNCH    1 2
 KL0144
 KL0144.Superseded values are not recommended for survey control.
 KL0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0144.See file dsdata.txt to determine how the superseded data were derived.
 KL0144
 KL0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD100707(NAD 83)
 KL0144_MARKER: DD = SURVEY DISK
 KL0144_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KL0144_SP_SET: BUILDING WALL
 KL0144_STAMPING: 9577
 KL0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KL0144+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2005
 KL0144
 KL0144  HISTORY     - Date     Condition        Report By
 KL0144  HISTORY     - UNK      MONUMENTED       USGS
 KL0144  HISTORY     - 1951     GOOD             NGS
 KL0144  HISTORY     - 19980816 GOOD             CODOT
 KL0144  HISTORY     - 20050926 GOOD             USPSQD
 KL0144
 KL0144                          STATION DESCRIPTION
 KL0144
 KL0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KL0144'IN BRECKENRIDGE.
 KL0144'AT BRECKENRIDGE, 37 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 9,
 KL0144'SET VERTICALLY IN THE WEST WALL OF THE GAMBLE STORE BUILDING, 1 FOOT
 KL0144'NORTH OF THE SOUTHWEST CORNER OF THE BUILDING, 2.3 FEET ABOVE THE
 KL0144'LEVEL OF THE SIDEWALK.
 KL0144
 KL0144                          STATION RECOVERY (1998)
 KL0144
 KL0144'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (BC)
 KL0144'RECOVERED IN GOOD CONDITION.
 KL0144
 KL0144                          STATION RECOVERY (2005)
 KL0144
 KL0144'RECOVERY NOTE BY US POWER SQUADRON 2005 (EDS)
 KL0144'BUILDING IS NOW MOUNTAIN TEES BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0849 ***********************************************************************
 KK0849  DESIGNATION -  9587
 KK0849  PID         -  KK0849
 KK0849  STATE/COUNTY-  CO/PARK
 KK0849  USGS QUAD   -  JEFFERSON (1994)
 KK0849
 KK0849                         *CURRENT SURVEY CONTROL
 KK0849  ___________________________________________________________________
 KK0849* NAD 83(1986)-  39 24 19.     (N)    105 46 39.     (W)     SCALED    
 KK0849* NAVD 88     -      2923.278  (meters)    9590.79   (feet)  ADJUSTED  
 KK0849  ___________________________________________________________________
 KK0849  GEOID HEIGHT-         -12.80  (meters)                     GEOID03
 KK0849  DYNAMIC HT  -        2919.550 (meters)    9578.56  (feet)  COMP
 KK0849  MODELED GRAV-     979,245.2   (mgal)                       NAVD 88
 KK0849
 KK0849  VERT ORDER  -  FIRST     CLASS II
 KK0849
 KK0849.The horizontal coordinates were scaled from a topographic map and have
 KK0849.an estimated accuracy of +/- 6 seconds.
 KK0849
 KK0849.The orthometric height was determined by differential leveling
 KK0849.and adjusted by the National Geodetic Survey in June 1991..
 KK0849
 KK0849.The geoid height was determined by GEOID03.
 KK0849
 KK0849.The dynamic height is computed by dividing the NAVD 88
 KK0849.geopotential number by the normal gravity value computed on the
 KK0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0849.degrees latitude (g = 980.6199 gals.).
 KK0849
 KK0849.The modeled gravity was interpolated from observed gravity values.
 KK0849
 KK0849;                    North         East    Units  Estimated Accuracy
 KK0849;SPC CO C     -   479,340.      890,500.      MT  (+/- 180 meters Scaled)
 KK0849
 KK0849                          SUPERSEDED SURVEY CONTROL
 KK0849
 KK0849  NGVD 29 (??/??/92) 2921.620  (m)         9585.35   (f) ADJ UNCH    1 2
 KK0849
 KK0849.Superseded values are not recommended for survey control.
 KK0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0849.See file dsdata.txt to determine how the superseded data were derived.
 KK0849
 KK0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD330620(NAD 83)
 KK0849_MARKER: DD = SURVEY DISK
 KK0849_SETTING: 66 = SET IN ROCK OUTCROP
 KK0849_SP_SET: OUTCROP
 KK0849_STAMPING: 9587
 KK0849_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0849+STABILITY: POSITION/ELEVATION WELL
 KK0849
 KK0849  HISTORY     - Date     Condition        Report By
 KK0849  HISTORY     - UNK      MONUMENTED       USGS
 KK0849  HISTORY     - 1951     GOOD             NGS
 KK0849
 KK0849                          STATION DESCRIPTION
 KK0849
 KK0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0849'2.3 MI NE FROM JEFFERSON.
 KK0849'2.3 MILES NORTHEAST ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE
 KK0849'AT JEFFERSON, 175 FEET SOUTHEAST OF THE CENTER LINE OF THE
 KK0849'HIGHWAY, 120 FEET SOUTHEAST OF A FENCE, 29 FEET NORTHWEST OF
 KK0849'THE ABANDONED COLORADO AND SOUTHERN RAILROAD GRADE, 3.2 FEET
 KK0849'SOUTHEAST OF A WITNESS POST, 0.5 FOOT ABOVE THE GROUND, SET
 KK0849'IN THE TOP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0065 ***********************************************************************
 HL0065  DESIGNATION -  9630
 HL0065  PID         -  HL0065
 HL0065  STATE/COUNTY-  CO/CONEJOS
 HL0065  USGS QUAD   -  OSIER (1967)
 HL0065
 HL0065                         *CURRENT SURVEY CONTROL
 HL0065  ___________________________________________________________________
 HL0065* NAD 83(1986)-  37 00 26.     (N)    106 21 27.     (W)     SCALED    
 HL0065* NAVD 88     -      2936.742  (meters)    9634.96   (feet)  POSTED    
 HL0065  ___________________________________________________________________
 HL0065  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 HL0065  DYNAMIC HT  -        2932.460 (meters)    9620.91  (feet)  COMP
 HL0065  MODELED GRAV-     979,066.4   (mgal)                       NAVD 88
 HL0065
 HL0065  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HL0065
 HL0065.The horizontal coordinates were scaled from a topographic map and have
 HL0065.an estimated accuracy of +/- 6 seconds.
 HL0065
 HL0065.The orthometric height was determined by differential leveling
 HL0065.and adjusted by the National Geodetic Survey in 1992..
 HL0065.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HL0065.rate of 1.1 thru 2.0 mm/km.
 HL0065
 HL0065.The geoid height was determined by GEOID03.
 HL0065
 HL0065.The dynamic height is computed by dividing the NAVD 88
 HL0065.geopotential number by the normal gravity value computed on the
 HL0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0065.degrees latitude (g = 980.6199 gals.).
 HL0065
 HL0065.The modeled gravity was interpolated from observed gravity values.
 HL0065
 HL0065;                    North         East    Units  Estimated Accuracy
 HL0065;SPC CO S     -   342,950.      838,080.      MT  (+/- 180 meters Scaled)
 HL0065
 HL0065                          SUPERSEDED SURVEY CONTROL
 HL0065
 HL0065  NGVD 29 (??/??/92) 2935.150  (m)         9629.74   (f) ADJ UNCH    1 2
 HL0065
 HL0065.Superseded values are not recommended for survey control.
 HL0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0065.See file dsdata.txt to determine how the superseded data were derived.
 HL0065
 HL0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA792965(NAD 83)
 HL0065_MARKER: DD = SURVEY DISK
 HL0065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HL0065_SP_SET: ABUTMENT
 HL0065_STAMPING: 9630 1920
 HL0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0065
 HL0065  HISTORY     - Date     Condition        Report By
 HL0065  HISTORY     - UNK      MONUMENTED       USGS
 HL0065
 HL0065                          STATION DESCRIPTION
 HL0065
 HL0065'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 HL0065'10.6 MI NE FROM CUMBRES.
 HL0065'10.6 MILES NORTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RR FROM
 HL0065'CUMBRES, CONEJOS CO., 40 FEET WEST OF MILEPOST 320 AT BRIDGE 318.98,
 HL0065'AND IN THE NORTHWEST CORNER OF THE WEST ABUTMENT.  A STANDARD DISK,
 HL0065'STAMPED 9630 1920.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0250 ***********************************************************************
 KL0250  DESIGNATION -  9697
 KL0250  PID         -  KL0250
 KL0250  STATE/COUNTY-  CO/LAKE
 KL0250  USGS QUAD   -  LEADVILLE SOUTH (1994)
 KL0250
 KL0250                         *CURRENT SURVEY CONTROL
 KL0250  ___________________________________________________________________
 KL0250* NAD 83(1986)-  39 14 53.     (N)    106 21 25.     (W)     SCALED    
 KL0250* NAVD 88     -      2956.959  (meters)    9701.29   (feet)  ADJUSTED  
 KL0250  ___________________________________________________________________
 KL0250  GEOID HEIGHT-         -13.07  (meters)                     GEOID03
 KL0250  DYNAMIC HT  -        2953.035 (meters)    9688.42  (feet)  COMP
 KL0250  MODELED GRAV-     979,193.1   (mgal)                       NAVD 88
 KL0250
 KL0250  VERT ORDER  -  SECOND    CLASS 0
 KL0250
 KL0250.The horizontal coordinates were scaled from a topographic map and have
 KL0250.an estimated accuracy of +/- 6 seconds.
 KL0250
 KL0250.The orthometric height was determined by differential leveling
 KL0250.and adjusted by the National Geodetic Survey in June 1991..
 KL0250
 KL0250.The geoid height was determined by GEOID03.
 KL0250
 KL0250.The dynamic height is computed by dividing the NAVD 88
 KL0250.geopotential number by the normal gravity value computed on the
 KL0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0250.degrees latitude (g = 980.6199 gals.).
 KL0250
 KL0250.The modeled gravity was interpolated from observed gravity values.
 KL0250
 KL0250;                    North         East    Units  Estimated Accuracy
 KL0250;SPC CO C     -   462,200.      840,430.      MT  (+/- 180 meters Scaled)
 KL0250
 KL0250                          SUPERSEDED SURVEY CONTROL
 KL0250
 KL0250  NGVD 29 (??/??/92) 2955.172  (m)         9695.43   (f) ADJ UNCH    2 0
 KL0250
 KL0250.Superseded values are not recommended for survey control.
 KL0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0250.See file dsdata.txt to determine how the superseded data were derived.
 KL0250
 KL0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD829451(NAD 83)
 KL0250_MARKER: DD = SURVEY DISK
 KL0250_SETTING: 80 = SET IN A BOULDER
 KL0250_SP_SET: BOULDER
 KL0250_STAMPING: 9697
 KL0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0250+STABILITY: SURFACE MOTION
 KL0250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KL0250+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003
 KL0250
 KL0250  HISTORY     - Date     Condition        Report By
 KL0250  HISTORY     - UNK      MONUMENTED       USGS
 KL0250  HISTORY     - 1951     GOOD             NGS
 KL0250  HISTORY     - 20030702 GOOD             GEOCAC
 KL0250
 KL0250                          STATION DESCRIPTION
 KL0250
 KL0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KL0250'3.75 MI SW FROM LEADVILLE.
 KL0250'0.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE AT
 KL0250'LEADVILLE, THENCE 3.65 MILES SOUTHWEST ALONG STATE HIGHWAY 104, 134
 KL0250'FEET NORTHEAST OF THE CENTER LINE OF A TRACK ROAD LEADING EAST, 14
 KL0250'FEET NORTH OF A 14 INCH PINE TREE, SET IN THE TOP OF THE CENTER OF A
 KL0250'4X6 FOOT GRANITE BOULDER, 5 FEET ABOVE THE LEVEL OF THE ROAD, 58 FEET
 KL0250'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY.
 KL0250
 KL0250                          STATION RECOVERY (2003)
 KL0250
 KL0250'RECOVERY NOTE BY GEOCACHING 2003 (TWS)
 KL0250'1970 OFFICIAL HISTORY DESCRIPTION BY USGS IS GOOD.  STATE HIGHWAY 104
 KL0250'IS NOW COUNTY ROAD 4.  POSTED COORDINATES ARE INCORRECT AND OFF BY
 KL0250'MORE THAN 100 FEET.  MARKER IS LOCATED AT N39 14 53.5, W106 21 24.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1875 ***********************************************************************
 KK1875  DESIGNATION -  97
 KK1875  PID         -  KK1875
 KK1875  STATE/COUNTY-  CO/JEFFERSON
 KK1875  USGS QUAD   -  CONIFER (1994)
 KK1875
 KK1875                         *CURRENT SURVEY CONTROL
 KK1875  ___________________________________________________________________
 KK1875* NAD 83(1992)-  39 32 00.64967(N)    105 15 54.55956(W)     ADJUSTED  
 KK1875* NAVD 88     -      2766.1    (meters)    9075.     (feet)  VERTCON   
 KK1875  ___________________________________________________________________
 KK1875  LAPLACE CORR-         -16.07  (seconds)                    DEFLEC99
 KK1875  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 KK1875
 KK1875  HORZ ORDER  -  SECOND
 KK1875
 KK1875.The horizontal coordinates were established by classical geodetic methods
 KK1875.and adjusted by the National Geodetic Survey in January 1993..
 KK1875
 KK1875.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1875
 KK1875.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1875
 KK1875.The geoid height was determined by GEOID03.
 KK1875
 KK1875;                    North         East     Units Scale Factor Converg.
 KK1875;SPC CO C     -   493,562.573   934,591.166   MT  0.99996434   +0 08 53.2
 KK1875;SPC CO C     - 1,619,296.54  3,066,237.85   sFT  0.99996434   +0 08 53.2
 KK1875;UTM  13      - 4,376,017.463   477,213.134   MT  0.99960639   -0 10 07.6
 KK1875
 KK1875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1875!SPC CO C     -   0.99956851  x   0.99996434  =   0.99953287
 KK1875!UTM  13      -   0.99956851  x   0.99960639  =   0.99917507
 KK1875
 KK1875|---------------------------------------------------------------------|
 KK1875| PID    Reference Object                     Distance      Geod. Az  |
 KK1875|                                                           dddmmss.s |
 KK1875| CP7255 97 RM 1                              23.543 METERS 14700     |
 KK1875| KK1969 RILEY PK                            APPROX. 5.6 KM 1940106.8 |
 KK1875| CP7256 97 RM 2                               5.495 METERS 30548     |
 KK1875|---------------------------------------------------------------------|
 KK1875
 KK1875                          SUPERSEDED SURVEY CONTROL
 KK1875
 KK1875  NAD 83(1986)-  39 32 00.64635(N)    105 15 54.56064(W) AD(       ) 2
 KK1875  NAD 27      -  39 32 00.68895(N)    105 15 52.59245(W) AD(       ) 2
 KK1875  NGVD 29 (07/19/86) 2764.9    (m)         9071.     (f) VERT ANG       
 KK1875
 KK1875.Superseded values are not recommended for survey control.
 KK1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1875.See file dsdata.txt to determine how the superseded data were derived.
 KK1875
 KK1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7721376017(NAD 83)
 KK1875_MARKER: DD = SURVEY DISK
 KK1875_SETTING: 66 = SET IN ROCK OUTCROP
 KK1875
 KK1875  HISTORY     - Date     Condition        Report By
 KK1875  HISTORY     - 1977     MONUMENTED       CO-059
 KK1875
 KK1875                          STATION DESCRIPTION
 KK1875
 KK1875'DESCRIBED BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1875'THE STATION IS LOCATED 2 MILES EAST OF ASPEN PARK, IN THE
 KK1875'NORTHEAST 1/4 OF SECTION 18, T 6 S, R 70 W.
 KK1875'
 KK1875'TO REACH THE STATION FROM THE COMMUNITY OF ASPEN PARK, GO SOUTH
 KK1875'ON U. S. HIGHWAY 285 A DISTANCE OF 1.3 MILES TO CONIFER
 KK1875'SHOPPING CENTER.  TURN LEFT ONTO PLEASANT PARK ROAD AND GO EAST
 KK1875'1.9 MILES TO LEGAULT LANE.  AGAIN TURN LEFT, GOING 1.3 MILES NORTH
 KK1875'TO THE END OF THIS ROAD AT THE ALDEN LEGAULT RANCH, TELEPHONE
 KK1875'NUMBER 303-697-4009.  AFTER OBTAINING PERMISSION HERE, BEGIN
 KK1875'THE 35 MINUTE PACK NORTHEAST ACROSS A LARGE OPEN HAY FIELD TO
 KK1875'THE TOP OF THE ROCK CRESTED LEGAULT PEAK, 0.5 MILE AWAY.  THE
 KK1875'STATION IS AT THE WEST TIP OF THE HIGHEST ROCK OUTCROP.
 KK1875'
 KK1875'THE STATION MARK, STAMPED---97 JCMD 1977---, IS A 3-INCH BRONZE
 KK1875'DISK CEMENTED INTO A DRILL HOLE IN THE HIGHEST BEDROCK OUTCROP
 KK1875'OF FOUR WITHIN THE ACRE TOP AREA, IT IS 0.114 METERS WEST OF
 KK1875'STATION LEGAULT 1944, 11.2 FEET NORTH OF AN 8-INCH PINE TREE,
 KK1875'AND A 10-INCH SPRUCE TREE THAT ARE 7.5 FEET APART.
 KK1875'
 KK1875'REFERENCE MARK 1, STAMPED---97 JCMD RM 1 1977---, IS A 3-INCH
 KK1875'BRONZE DISK CEMENTED INTO A DRILL HOLE IN THE BEDROCK OUTCROP
 KK1875'TO THE SOUTHEAST OF THE STATION, 3 FEET NORTHEAST OF A SHEER
 KK1875'CLIFF TO THE SOUTHWEST, 40 FEET SOUTHEAST OF AN 18-INCH PINE
 KK1875'TREE THAT IS IN THE LOW POINT OF A SADDLE BETWEEN THE TWO
 KK1875'OUTCROPS.
 KK1875'
 KK1875'REFERENCE MARK 2, STAMPED---97 JCMD RM 2 1977---, IS A 3-INCH
 KK1875'BRONZE DISK CEMENTED INTO A DRILL HOLE IN THE BEDROCK OUTCROP
 KK1875'OF AN EAST-WEST RIDGE, 7 FEET LOWER THAN THE STATION, 8.7 FEET
 KK1875'NORTH OF A 5-INCH SPRUCE TREE, AND 7.7 FEET  SOUTH OF A 6-INCH
 KK1875'SPRUCE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0349 ***********************************************************************
 JK0349  DESIGNATION -  9717 CC
 JK0349  PID         -  JK0349
 JK0349  STATE/COUNTY-  CO/TELLER
 JK0349  USGS QUAD   -  CRIPPLE CREEK SOUTH (1975)
 JK0349
 JK0349                         *CURRENT SURVEY CONTROL
 JK0349  ___________________________________________________________________
 JK0349* NAD 83(1986)-  38 42 37.     (N)    105 08 29.     (W)     SCALED    
 JK0349* NAVD 88     -      2962.736  (meters)    9720.24   (feet)  ADJUSTED  
 JK0349  ___________________________________________________________________
 JK0349  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 JK0349  DYNAMIC HT  -        2958.979 (meters)    9707.92  (feet)  COMP
 JK0349  MODELED GRAV-     979,250.9   (mgal)                       NAVD 88
 JK0349
 JK0349  VERT ORDER  -  SECOND    CLASS 0
 JK0349
 JK0349.The horizontal coordinates were scaled from a topographic map and have
 JK0349.an estimated accuracy of +/- 6 seconds.
 JK0349
 JK0349.The orthometric height was determined by differential leveling
 JK0349.and adjusted by the National Geodetic Survey in June 1991..
 JK0349
 JK0349.The geoid height was determined by GEOID03.
 JK0349
 JK0349.The dynamic height is computed by dividing the NAVD 88
 JK0349.geopotential number by the normal gravity value computed on the
 JK0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0349.degrees latitude (g = 980.6199 gals.).
 JK0349
 JK0349.The modeled gravity was interpolated from observed gravity values.
 JK0349
 JK0349;                    North         East    Units  Estimated Accuracy
 JK0349;SPC CO C     -   402,210.      945,590.      MT  (+/- 180 meters Scaled)
 JK0349
 JK0349                          SUPERSEDED SURVEY CONTROL
 JK0349
 JK0349  NGVD 29 (??/??/92) 2961.332  (m)         9715.64   (f) ADJ UNCH    2 0
 JK0349
 JK0349.Superseded values are not recommended for survey control.
 JK0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0349.See file dsdata.txt to determine how the superseded data were derived.
 JK0349
 JK0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC877846(NAD 83)
 JK0349_MARKER: DD = SURVEY DISK
 JK0349_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JK0349_SP_SET: STEP
 JK0349_STAMPING: 9717 CC
 JK0349_MARK LOGO: USGS  
 JK0349_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JK0349+SATELLITE: SATELLITE OBSERVATIONS - March 02, 1998
 JK0349
 JK0349  HISTORY     - Date     Condition        Report By
 JK0349  HISTORY     - UNK      MONUMENTED       USGS
 JK0349  HISTORY     - 1952     GOOD             NGS
 JK0349  HISTORY     - 19980302 GOOD             NGS
 JK0349
 JK0349                          STATION DESCRIPTION
 JK0349
 JK0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JK0349'AT VICTOR.
 JK0349'AT VICTOR, AT THE INTERSECTION OF DIAMOND AVENUE AND THIRD STREET,
 JK0349'AT THE WEST MAIN ENTRANCE OF THE COLORADO TRADING AND TRANSFER
 JK0349'COMPANY BUILDING, 0.3 FOOT SOUTH OF THE NORTH SIDE OF THE WEST
 JK0349'ENTRANCE, SET IN THE TOP OF THE FIRST CONCRETE STEP OF THE ENTRANCE.
 JK0349
 JK0349                          STATION RECOVERY (1998)
 JK0349
 JK0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 JK0349'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1001 ***********************************************************************
 KK1001  DESIGNATION -  9778.02
 KK1001  PID         -  KK1001
 KK1001  STATE/COUNTY-  CO/GRAND
 KK1001  USGS QUAD   -  BERTHOUD PASS (1957)
 KK1001
 KK1001                         *CURRENT SURVEY CONTROL
 KK1001  ___________________________________________________________________
 KK1001* NAD 83(1986)-  39 49 40.     (N)    105 45 35.     (W)     SCALED    
 KK1001* NAVD 88     -      2981.873  (meters)    9783.03   (feet)  ADJUSTED  
 KK1001  ___________________________________________________________________
 KK1001  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 KK1001  DYNAMIC HT  -        2978.150 (meters)    9770.81  (feet)  COMP
 KK1001  MODELED GRAV-     979,269.2   (mgal)                       NAVD 88
 KK1001
 KK1001  VERT ORDER  -  FIRST     CLASS II
 KK1001
 KK1001.The horizontal coordinates were scaled from a topographic map and have
 KK1001.an estimated accuracy of +/- 6 seconds.
 KK1001
 KK1001.The orthometric height was determined by differential leveling
 KK1001.and adjusted by the National Geodetic Survey in June 1991..
 KK1001
 KK1001.The geoid height was determined by GEOID03.
 KK1001
 KK1001.The dynamic height is computed by dividing the NAVD 88
 KK1001.geopotential number by the normal gravity value computed on the
 KK1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1001.degrees latitude (g = 980.6199 gals.).
 KK1001
 KK1001.The modeled gravity was interpolated from observed gravity values.
 KK1001
 KK1001;                    North         East    Units  Estimated Accuracy
 KK1001;SPC CO N     -   359,730.      892,170.      MT  (+/- 180 meters Scaled)
 KK1001
 KK1001                          SUPERSEDED SURVEY CONTROL
 KK1001
 KK1001  NGVD 29 (??/??/92) 2980.194  (m)         9777.52   (f) ADJ UNCH    1 2
 KK1001
 KK1001.Superseded values are not recommended for survey control.
 KK1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1001.See file dsdata.txt to determine how the superseded data were derived.
 KK1001
 KK1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE349089(NAD 83)
 KK1001_MARKER: DD = SURVEY DISK
 KK1001_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK1001_SP_SET: BRIDGE
 KK1001_STAMPING: 9778.02
 KK1001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1001
 KK1001  HISTORY     - Date     Condition        Report By
 KK1001  HISTORY     - UNK      MONUMENTED       BPR
 KK1001  HISTORY     - 1954     GOOD             NGS
 KK1001
 KK1001                          STATION DESCRIPTION
 KK1001
 KK1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1001'4.6 MI S FROM WEST PORTAL.
 KK1001'4.65 MILES SOUTH ALONG U.S. HIGHWAY 40 FROM THE WEST PORTAL OF THE
 KK1001'MOFFAT TUNNEL AT WEST PORTAL, 20.5 FEET SOUTHWEST OF THE CENTER
 KK1001'LINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST END OF THE WEST
 KK1001'RETAINING WALL OF A STONE BRIDGE OVER A CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0290 ***********************************************************************
 KL0290  DESIGNATION -  9786.22
 KL0290  PID         -  KL0290
 KL0290  STATE/COUNTY-  CO/PITKIN
 KL0290  USGS QUAD   -  NEW YORK PEAK (1987)
 KL0290
 KL0290                         *CURRENT SURVEY CONTROL
 KL0290  ___________________________________________________________________
 KL0290* NAD 83(1986)-  39 07 10.     (N)    106 41 21.     (W)     SCALED    
 KL0290* NAVD 88     -      2984.279  (meters)    9790.92   (feet)  ADJUSTED  
 KL0290  ___________________________________________________________________
 KL0290  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 KL0290  DYNAMIC HT  -        2980.300 (meters)    9777.87  (feet)  COMP
 KL0290  MODELED GRAV-     979,185.7   (mgal)                       NAVD 88
 KL0290
 KL0290  VERT ORDER  -  SECOND    CLASS 0
 KL0290
 KL0290.The horizontal coordinates were scaled from a topographic map and have
 KL0290.an estimated accuracy of +/- 6 seconds.
 KL0290
 KL0290.The orthometric height was determined by differential leveling
 KL0290.and adjusted by the National Geodetic Survey in June 1991..
 KL0290
 KL0290.The geoid height was determined by GEOID03.
 KL0290
 KL0290.The dynamic height is computed by dividing the NAVD 88
 KL0290.geopotential number by the normal gravity value computed on the
 KL0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0290.degrees latitude (g = 980.6199 gals.).
 KL0290
 KL0290.The modeled gravity was interpolated from observed gravity values.
 KL0290
 KL0290;                    North         East    Units  Estimated Accuracy
 KL0290;SPC CO C     -   448,240.      811,570.      MT  (+/- 180 meters Scaled)
 KL0290
 KL0290                          SUPERSEDED SURVEY CONTROL
 KL0290
 KL0290  NGVD 29 (??/??/92) 2982.494  (m)         9785.07   (f) ADJ UNCH    2 0
 KL0290
 KL0290.Superseded values are not recommended for survey control.
 KL0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0290.See file dsdata.txt to determine how the superseded data were derived.
 KL0290
 KL0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD539313(NAD 83)
 KL0290_MARKER: DD = SURVEY DISK
 KL0290_SETTING: 80 = SET IN A BOULDER
 KL0290_SP_SET: BOULDER
 KL0290_STAMPING: 9786.22
 KL0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0290+STABILITY: SURFACE MOTION
 KL0290
 KL0290  HISTORY     - Date     Condition        Report By
 KL0290  HISTORY     - UNK      MONUMENTED       BPR
 KL0290  HISTORY     - 1934     GOOD             NGS
 KL0290  HISTORY     - 19950817 MARK NOT FOUND   USPSQD
 KL0290
 KL0290                          STATION DESCRIPTION
 KL0290
 KL0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KL0290'9.6 MI W FROM INDEPENDENCE PASS.
 KL0290'IN PITKIN COUNTY, 9.6 MILES WEST ALONG STATE HIGHWAY 82 FROM BENCH
 KL0290'MARK E 159 AT INDEPENDENCE PASS, LAKE COUNTY, 100 FEET NORTHEAST OF
 KL0290'THE WYE JUNCTION OF THE LINCOLN GULCH ROAD, 8 FEET NORTH OF THE
 KL0290'CONCRETE HEADWALL OF A CULVERT, 20 FEET NORTH OF THE CENTERLINE OF THE
 KL0290'HIGHWAY, IN THE TOP OF A GRANITE BOULDER, AND 3 FEET HIGHER THAN THE
 KL0290'HIGHWAY.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK,
 KL0290'STAMPED 9786.22.
 KL0290
 KL0290                          STATION RECOVERY (1995)
 KL0290
 KL0290'RECOVERY NOTE BY US POWER SQUADRON 1995
 KL0290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0865 ***********************************************************************
 KK0865  DESIGNATION -  9796
 KK0865  PID         -  KK0865
 KK0865  STATE/COUNTY-  CO/PARK
 KK0865  USGS QUAD   -  COMO (1994)
 KK0865
 KK0865                         *CURRENT SURVEY CONTROL
 KK0865  ___________________________________________________________________
 KK0865* NAD 83(1986)-  39 19 03.     (N)    105 53 34.     (W)     SCALED    
 KK0865* NAVD 88     -      2987.157  (meters)    9800.36   (feet)  ADJUSTED  
 KK0865  ___________________________________________________________________
 KK0865  GEOID HEIGHT-         -13.06  (meters)                     GEOID03
 KK0865  DYNAMIC HT  -        2983.302 (meters)    9787.72  (feet)  COMP
 KK0865  MODELED GRAV-     979,227.7   (mgal)                       NAVD 88
 KK0865
 KK0865  VERT ORDER  -  FIRST     CLASS II
 KK0865
 KK0865.The horizontal coordinates were scaled from a topographic map and have
 KK0865.an estimated accuracy of +/- 6 seconds.
 KK0865
 KK0865.The orthometric height was determined by differential leveling
 KK0865.and adjusted by the National Geodetic Survey in June 1991..
 KK0865
 KK0865.The geoid height was determined by GEOID03.
 KK0865
 KK0865.The dynamic height is computed by dividing the NAVD 88
 KK0865.geopotential number by the normal gravity value computed on the
 KK0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0865.degrees latitude (g = 980.6199 gals.).
 KK0865
 KK0865.The modeled gravity was interpolated from observed gravity values.
 KK0865
 KK0865;                    North         East    Units  Estimated Accuracy
 KK0865;SPC CO C     -   469,630.      880,530.      MT  (+/- 180 meters Scaled)
 KK0865
 KK0865                          SUPERSEDED SURVEY CONTROL
 KK0865
 KK0865  NGVD 29 (??/??/92) 2985.469  (m)         9794.83   (f) ADJ UNCH    1 2
 KK0865
 KK0865.Superseded values are not recommended for survey control.
 KK0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0865.See file dsdata.txt to determine how the superseded data were derived.
 KK0865
 KK0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD230523(NAD 83)
 KK0865_MARKER: DD = SURVEY DISK
 KK0865_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0865_SP_SET: BUILDING
 KK0865_STAMPING: 9796
 KK0865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0865
 KK0865  HISTORY     - Date     Condition        Report By
 KK0865  HISTORY     - UNK      MONUMENTED       USGS
 KK0865  HISTORY     - 1951     GOOD             NGS
 KK0865
 KK0865                          STATION DESCRIPTION
 KK0865
 KK0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0865'AT COMO.
 KK0865'AT COMO, AT THE SOUTH CORNER OF A WHITE BRICK BUILDING WHICH WAS
 KK0865'FORMERLY THE RAILROAD HOTEL, 225 FEET NORTH OF BENCH MARK U 175,
 KK0865'1.2 FEET NORTHWEST OF THE SOUTH CORNER OF THE BUILDING, 1.8 FEET
 KK0865'ABOVE THE GROUND, SET VERTICALLY IN THE SOUTHWEST WALL OF THE
 KK0865'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0139 ***********************************************************************
 KL0139  DESIGNATION -  9844
 KL0139  PID         -  KL0139
 KL0139  STATE/COUNTY-  CO/SUMMIT
 KL0139  USGS QUAD   -  BRECKENRIDGE (1987)
 KL0139
 KL0139                         *CURRENT SURVEY CONTROL
 KL0139  ___________________________________________________________________
 KL0139* NAD 83(1986)-  39 27 54.     (N)    106 01 53.     (W)     SCALED    
 KL0139* NAVD 88     -      3001.852  (meters)    9848.58   (feet)  ADJUSTED  
 KL0139  ___________________________________________________________________
 KL0139  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 KL0139  DYNAMIC HT  -        2997.932 (meters)    9835.72  (feet)  COMP
 KL0139  MODELED GRAV-     979,212.1   (mgal)                       NAVD 88
 KL0139
 KL0139  VERT ORDER  -  FIRST     CLASS II
 KL0139
 KL0139.The horizontal coordinates were scaled from a topographic map and have
 KL0139.an estimated accuracy of +/- 6 seconds.
 KL0139
 KL0139.The orthometric height was determined by differential leveling
 KL0139.and adjusted by the National Geodetic Survey in June 1991..
 KL0139
 KL0139.The geoid height was determined by GEOID03.
 KL0139
 KL0139.The dynamic height is computed by dividing the NAVD 88
 KL0139.geopotential number by the normal gravity value computed on the
 KL0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0139.degrees latitude (g = 980.6199 gals.).
 KL0139
 KL0139.The modeled gravity was interpolated from observed gravity values.
 KL0139
 KL0139;                    North         East    Units  Estimated Accuracy
 KL0139;SPC CO C     -   486,060.      868,680.      MT  (+/- 180 meters Scaled)
 KL0139
 KL0139                          SUPERSEDED SURVEY CONTROL
 KL0139
 KL0139  NGVD 29 (??/??/92) 3000.069  (m)         9842.73   (f) ADJ UNCH    1 2
 KL0139
 KL0139.Superseded values are not recommended for survey control.
 KL0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0139.See file dsdata.txt to determine how the superseded data were derived.
 KL0139
 KL0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD112688(NAD 83)
 KL0139_MARKER: DD = SURVEY DISK
 KL0139_SETTING: 80 = SET IN A BOULDER
 KL0139_SP_SET: BOULDER
 KL0139_STAMPING: 9844
 KL0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0139+STABILITY: SURFACE MOTION
 KL0139
 KL0139  HISTORY     - Date     Condition        Report By
 KL0139  HISTORY     - UNK      MONUMENTED       USGS
 KL0139  HISTORY     - 1951     GOOD             NGS
 KL0139
 KL0139                          STATION DESCRIPTION
 KL0139
 KL0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KL0139'1.65 MI SE FROM BRECKENRIDGE.
 KL0139'1 BLOCK WEST ALONG A GRAVELED STREET FROM THE COUNTY COURTHOUSE AT
 KL0139'BRECKENRIDGE, THENCE 0.5 MILE SOUTH ALONG STATE HIGHWAY 9, THENCE 0.65
 KL0139'MILE SOUTHEAST ALONG THE ABANDONED COLORADO AND SOUTHERN RAILROAD
 KL0139'GRADE, THENCE 0.2 MILE SOUTH ALONG A TRACK ROAD TO A SAWMILL, THENCE
 KL0139'0.3 MILE SOUTHWEST ALONG A TRACK ROAD, AT THE FOOT OF A ROCKY HILL, IN
 KL0139'INDIANA GULCH, 162 YARDS SOUTHWEST OF THE CENTER LINE OF THE OLD
 KL0139'RAILROAD GRADE, 66.6 FEET SOUTH OF A WITNESS POST, 61.6 FEET SOUTH OF
 KL0139'A FENCE, 12 FEET SOUTH OF THE CENTER LINE OF THE TRACK ROAD, 0.3 MILE
 KL0139'EAST OF STATE HIGHWAY 9, 3 FEET ABOVE THE GROUND, SET IN THE TOP OF A
 KL0139'GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0339 ***********************************************************************
 JK0339  DESIGNATION -  9938
 JK0339  PID         -  JK0339
 JK0339  STATE/COUNTY-  CO/TELLER
 JK0339  USGS QUAD   -  PIKES PEAK (1984)
 JK0339
 JK0339                         *CURRENT SURVEY CONTROL
 JK0339  ___________________________________________________________________
 JK0339* NAD 83(1986)-  38 47 01.     (N)    105 07 19.     (W)     SCALED    
 JK0339* NAVD 88     -      3030.525  (meters)    9942.65   (feet)  ADJUSTED  
 JK0339  ___________________________________________________________________
 JK0339  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 JK0339  DYNAMIC HT  -        3026.635 (meters)    9929.89  (feet)  COMP
 JK0339  MODELED GRAV-     979,232.7   (mgal)                       NAVD 88
 JK0339
 JK0339  VERT ORDER  -  SECOND    CLASS 0
 JK0339
 JK0339.The horizontal coordinates were scaled from a topographic map and have
 JK0339.an estimated accuracy of +/- 6 seconds.
 JK0339
 JK0339.The orthometric height was determined by differential leveling
 JK0339.and adjusted by the National Geodetic Survey in June 1991..
 JK0339
 JK0339.The geoid height was determined by GEOID03.
 JK0339
 JK0339.The dynamic height is computed by dividing the NAVD 88
 JK0339.geopotential number by the normal gravity value computed on the
 JK0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0339.degrees latitude (g = 980.6199 gals.).
 JK0339
 JK0339.The modeled gravity was interpolated from observed gravity values.
 JK0339
 JK0339;                    North         East    Units  Estimated Accuracy
 JK0339;SPC CO C     -   410,360.      947,250.      MT  (+/- 180 meters Scaled)
 JK0339
 JK0339                          SUPERSEDED SURVEY CONTROL
 JK0339
 JK0339  NGVD 29 (??/??/92) 3029.059  (m)         9937.84   (f) ADJ UNCH    2 0
 JK0339
 JK0339.Superseded values are not recommended for survey control.
 JK0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0339.See file dsdata.txt to determine how the superseded data were derived.
 JK0339
 JK0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC894927(NAD 83)
 JK0339_MARKER: DD = SURVEY DISK
 JK0339_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JK0339_SP_SET: BUILDING
 JK0339_STAMPING: 9938 CC
 JK0339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0339
 JK0339  HISTORY     - Date     Condition        Report By
 JK0339  HISTORY     - 1934     MONUMENTED       USGS
 JK0339  HISTORY     - 1938     POOR             NGS
 JK0339
 JK0339                          STATION DESCRIPTION
 JK0339
 JK0339'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 JK0339'7.9 MI N FROM GILLETT.
 JK0339'7.9 MILES NORTH ALONG THE ROADBED OF THE ABANDONED MIDLAND TERMINAL
 JK0339'RAILWAY FROM THE STATION AT VICTOR, TELLER COUNTY, NEAR THE SIDING
 JK0339'AT GILLETT, 625 FEET NORTHEAST OF A ROAD CROSSING, 320 FEET EAST OF
 JK0339'THE CENTERLINE OF THE TRACK, 85 FEET SOUTH OF AN OLD FIRE HYDRANT,
 JK0339'AT A DEMOLISHED STONE BUILDING, IN THE WEST FACE OF THE SECOND
 JK0339'FOUNDATION STONE FROM THE CORNER, AND 2 FEET NORTH OF THE SOUTHWEST
 JK0339'CORNER OF THE BUILDING.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 JK0339'DISK, STAMPED 9938 CC AND SET VERTICALLY.
 JK0339
 JK0339                          STATION RECOVERY (1938)
 JK0339
 JK0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 JK0339'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1064 ***********************************************************************
 KK1064  DESIGNATION -  9991
 KK1064  PID         -  KK1064
 KK1064  STATE/COUNTY-  CO/CLEAR CREEK
 KK1064  USGS QUAD   -  GEORGETOWN (1974)
 KK1064
 KK1064                         *CURRENT SURVEY CONTROL
 KK1064  ___________________________________________________________________
 KK1064* NAD 83(1986)-  39 39 24.     (N)    105 42 27.     (W)     SCALED    
 KK1064* NAVD 88     -      3046.486  (meters)    9995.01   (feet)  ADJUSTED  
 KK1064  ___________________________________________________________________
 KK1064  GEOID HEIGHT-         -12.29  (meters)                     GEOID03
 KK1064  DYNAMIC HT  -        3042.667 (meters)    9982.48  (feet)  COMP
 KK1064  MODELED GRAV-     979,261.5   (mgal)                       NAVD 88
 KK1064
 KK1064  VERT ORDER  -  FIRST     CLASS II
 KK1064
 KK1064.The horizontal coordinates were scaled from a topographic map and have
 KK1064.an estimated accuracy of +/- 6 seconds.
 KK1064
 KK1064.The orthometric height was determined by differential leveling
 KK1064.and adjusted by the National Geodetic Survey in June 1991..
 KK1064
 KK1064.The geoid height was determined by GEOID03.
 KK1064
 KK1064.The dynamic height is computed by dividing the NAVD 88
 KK1064.geopotential number by the normal gravity value computed on the
 KK1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1064.degrees latitude (g = 980.6199 gals.).
 KK1064
 KK1064.The modeled gravity was interpolated from observed gravity values.
 KK1064
 KK1064;                    North         East    Units  Estimated Accuracy
 KK1064;SPC CO C     -   507,230.      896,590.      MT  (+/- 180 meters Scaled)
 KK1064
 KK1064                          SUPERSEDED SURVEY CONTROL
 KK1064
 KK1064  NGVD 29 (??/??/92) 3044.846  (m)         9989.63   (f) ADJ UNCH    1 2
 KK1064
 KK1064.Superseded values are not recommended for survey control.
 KK1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1064.See file dsdata.txt to determine how the superseded data were derived.
 KK1064
 KK1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD393898(NAD 83)
 KK1064_MARKER: DD = SURVEY DISK
 KK1064_SETTING: 80 = SET IN A BOULDER
 KK1064_STAMPING: 9991 DENV
 KK1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1064+STABILITY: SURFACE MOTION
 KK1064
 KK1064  HISTORY     - Date     Condition        Report By
 KK1064  HISTORY     - UNK      MONUMENTED       USGS
 KK1064  HISTORY     - 1954     GOOD             NGS
 KK1064
 KK1064                          STATION DESCRIPTION
 KK1064
 KK1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1064'5 MI S FROM GEORGETOWN.
 KK1064'4.95 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE POST
 KK1064'OFFICE AT GEORGETOWN, AT THE SOUTH END OF A SWAMP, 28 FEET
 KK1064'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 12 FEET ABOVE THE LEVEL
 KK1064'OF THE ROAD, 3 FEET ABOVE THE GROUND, SET IN THE TOP OF AN 8X10
 KK1064'FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1073 ***********************************************************************
 JK1073  DESIGNATION -  9D
 JK1073  PID         -  JK1073
 JK1073  STATE/COUNTY-  CO/PUEBLO
 JK1073  USGS QUAD   -  NORTH AVONDALE NE (1974)
 JK1073
 JK1073                         *CURRENT SURVEY CONTROL
 JK1073  ___________________________________________________________________
 JK1073* NAD 83(1992)-  38 23 59.82812(N)    104 21 16.60420(W)     ADJUSTED  
 JK1073* NAVD 88     -      1491.62   (+/-2cm)    4893.8    (feet)  VERTCON   
 JK1073  ___________________________________________________________________
 JK1073  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 JK1073  GEOID HEIGHT-         -19.89  (meters)                     GEOID03
 JK1073
 JK1073  HORZ ORDER  -  SECOND
 JK1073  VERT ORDER  -  THIRD ? (See Below)
 JK1073
 JK1073.The horizontal coordinates were established by classical geodetic methods
 JK1073.and adjusted by the National Geodetic Survey in January 1993..
 JK1073
 JK1073.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1073.The vertical order pertains to the NGVD 29 superseded value.
 JK1073
 JK1073.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1073
 JK1073.The geoid height was determined by GEOID03.
 JK1073
 JK1073;                    North         East     Units Scale Factor Converg.
 JK1073;SPC CO S     -   497,786.787 1,014,452.124   MT  0.99999408   +0 42 09.2
 JK1073;SPC CO S     - 1,633,155.48  3,328,248.34   sFT  0.99999408   +0 42 09.2
 JK1073;UTM  13      - 4,250,389.220   556,354.470   MT  0.99963911   +0 24 03.2
 JK1073
 JK1073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1073!SPC CO S     -   0.99976913  x   0.99999408  =   0.99976321
 JK1073!UTM  13      -   0.99976913  x   0.99963911  =   0.99940832
 JK1073
 JK1073:                Primary Azimuth Mark                     Grid Az
 JK1073:SPC CO S     -  10                                       310 38 46.5
 JK1073:UTM  13      -  10                                       310 56 52.5
 JK1073
 JK1073|---------------------------------------------------------------------|
 JK1073| PID    Reference Object                     Distance      Geod. Az  |
 JK1073|                                                           dddmmss.s |
 JK1073| JK1074 10                                  APPROX. 0.9 KM 3112055.7 |
 JK1073|---------------------------------------------------------------------|
 JK1073
 JK1073                          SUPERSEDED SURVEY CONTROL
 JK1073
 JK1073  NAD 83(1986)-  38 23 59.81619(N)    104 21 16.59943(W) AD(       ) 2
 JK1073  NAD 27      -  38 23 59.82129(N)    104 21 14.71509(W) AD(       ) 2
 JK1073  NGVD 29 (07/19/86) 1490.77   (m)         4891.0    (f) LEVELING    3  
 JK1073
 JK1073.Superseded values are not recommended for survey control.
 JK1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1073.See file dsdata.txt to determine how the superseded data were derived.
 JK1073
 JK1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5635450389(NAD 83)
 JK1073
 JK1073  HISTORY     - Date     Condition        Report By
 JK1073  HISTORY     - UNK      MONUMENTED
 JK1073  HISTORY     - 1975     GOOD             NGS
 JK1073
 JK1073                          STATION DESCRIPTION
 JK1073
 JK1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1073'STATION IS LOCATED ON FEDERAL LAND OCCUPIED BY THE FEDERAL
 JK1073'TRANSPORTATION GROUND HIGH SPEED TEST TRACK WHICH IS ABOUT 21 MILES
 JK1073'NORTHEAST OF PUEBLO AND ABOUT 13 MILES NORTH OF BOONE.  MARK IS
 JK1073'ABOUT 4.2 MILES SOUTHWEST OF THE FEDERAL HEADQUARTERS BUILDING,
 JK1073'ALONG THE SOUTHWEST LIMB OF THE HIGH SPEED TRACK, ON A LOW RISE
 JK1073'ABOUT 300 FEET SOUTH OF A FENCELINE.
 JK1073'
 JK1073'A STANDARD TRAVERSE STATION MARK DISK, SET IN THE TOP OF A
 JK1073'ROUND CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0379 ***********************************************************************
 JL0379  DESIGNATION -  A
 JL0379  PID         -  JL0379
 JL0379  STATE/COUNTY-  CO/MONTROSE
 JL0379  USGS QUAD   -  MONTROSE EAST (1982)
 JL0379
 JL0379                         *CURRENT SURVEY CONTROL
 JL0379  ___________________________________________________________________
 JL0379* NAD 83(1986)-  38 29 00.     (N)    107 45 06.     (W)     SCALED    
 JL0379* NAVD 88     -      1968.287  (meters)    6457.62   (feet)  POSTED    
 JL0379  ___________________________________________________________________
 JL0379  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 JL0379  DYNAMIC HT  -        1966.040 (meters)    6450.25  (feet)  COMP
 JL0379  MODELED GRAV-     979,415.9   (mgal)                       NAVD 88
 JL0379
 JL0379  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JL0379
 JL0379.The horizontal coordinates were scaled from a topographic map and have
 JL0379.an estimated accuracy of +/- 6 seconds.
 JL0379
 JL0379.The orthometric height was determined by differential leveling
 JL0379.and adjusted by the National Geodetic Survey in 1992..
 JL0379.No vertical observational check was made to the station.
 JL0379.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JL0379.was located on a no-check spur therefore a value was not computed.
 JL0379
 JL0379.The geoid height was determined by GEOID03.
 JL0379
 JL0379.The dynamic height is computed by dividing the NAVD 88
 JL0379.geopotential number by the normal gravity value computed on the
 JL0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0379.degrees latitude (g = 980.6199 gals.).
 JL0379
 JL0379.The modeled gravity was interpolated from observed gravity values.
 JL0379
 JL0379;                    North         East    Units  Estimated Accuracy
 JL0379;SPC CO S     -   508,800.      717,960.      MT  (+/- 180 meters Scaled)
 JL0379
 JL0379                          SUPERSEDED SURVEY CONTROL
 JL0379
 JL0379  NGVD 29 (??/??/92) 1966.969  (m)         6453.30   (f) ADJ UNCH    1 2
 JL0379
 JL0379.Superseded values are not recommended for survey control.
 JL0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0379.See file dsdata.txt to determine how the superseded data were derived.
 JL0379
 JL0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC599630(NAD 83)
 JL0379_MARKER: DD = SURVEY DISK
 JL0379_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JL0379_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JL0379_STAMPING: 6453.297
 JL0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JL0379
 JL0379  HISTORY     - Date     Condition        Report By
 JL0379  HISTORY     - UNK      MONUMENTED       USGS
 JL0379  HISTORY     - 1926     GOOD             NGS
 JL0379  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0379
 JL0379                          STATION DESCRIPTION
 JL0379
 JL0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1926
 JL0379'8.0 MI E FROM MONTROSE.
 JL0379'8.0 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JL0379'THE STATION AT MONTROSE, MONTROSE COUNTY, 1/2 MILE WEST OF MILEPOST
 JL0379'D-343, ON THE EAST SIDE OF A DRY ARROYO 200 FEET WEST OF THE SIGNPOST
 JL0379'WEST PORTAL 275 FEET SOUTH OF THE TRACK, 100 FEET SOUTH OF THE
 JL0379'GUNNISON IRRIGATION DITCH, 6 FEET ABOVE THE FLOOR OF THE ARROYO, AND 1
 JL0379'INCH UNDERGROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 JL0379'STAMPED 6453.297 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE SET
 JL0379'IN CONCRETE.
 JL0379
 JL0379                          STATION RECOVERY (1984)
 JL0379
 JL0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0379'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0378 ***********************************************************************
 JL0378  DESIGNATION -  A 10
 JL0378  PID         -  JL0378
 JL0378  STATE/COUNTY-  CO/MONTROSE
 JL0378  USGS QUAD   -  CERRO SUMMIT (1982)
 JL0378
 JL0378                         *CURRENT SURVEY CONTROL
 JL0378  ___________________________________________________________________
 JL0378* NAD 83(1986)-  38 29 06.     (N)    107 44 53.     (W)     SCALED    
 JL0378* NAVD 88     -      1973.717  (meters)    6475.44   (feet)  POSTED    
 JL0378  ___________________________________________________________________
 JL0378  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 JL0378  DYNAMIC HT  -        1971.460 (meters)    6468.03  (feet)  COMP
 JL0378  MODELED GRAV-     979,414.7   (mgal)                       NAVD 88
 JL0378
 JL0378  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JL0378
 JL0378.The horizontal coordinates were scaled from a topographic map and have
 JL0378.an estimated accuracy of +/- 6 seconds.
 JL0378
 JL0378.The orthometric height was determined by differential leveling
 JL0378.and adjusted by the National Geodetic Survey in 1992..
 JL0378.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JL0378.rate of 2.1 thru 3.0 mm/km.
 JL0378
 JL0378.The geoid height was determined by GEOID03.
 JL0378
 JL0378.The dynamic height is computed by dividing the NAVD 88
 JL0378.geopotential number by the normal gravity value computed on the
 JL0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0378.degrees latitude (g = 980.6199 gals.).
 JL0378
 JL0378.The modeled gravity was interpolated from observed gravity values.
 JL0378
 JL0378;                    North         East    Units  Estimated Accuracy
 JL0378;SPC CO S     -   508,970.      718,270.      MT  (+/- 180 meters Scaled)
 JL0378
 JL0378                          SUPERSEDED SURVEY CONTROL
 JL0378
 JL0378  NGVD 29 (??/??/92) 1972.397  (m)         6471.11   (f) ADJ UNCH    1 2
 JL0378
 JL0378.Superseded values are not recommended for survey control.
 JL0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0378.See file dsdata.txt to determine how the superseded data were derived.
 JL0378
 JL0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC603632(NAD 83)
 JL0378_MARKER: DB = BENCH MARK DISK
 JL0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0378_STAMPING: 6471.106 A 10 1926
 JL0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0378+STABILITY: SURFACE MOTION
 JL0378
 JL0378  HISTORY     - Date     Condition        Report By
 JL0378  HISTORY     - 1926     MONUMENTED       CGS
 JL0378  HISTORY     - 1962     GOOD             NGS
 JL0378  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0378
 JL0378                          STATION DESCRIPTION
 JL0378
 JL0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 JL0378'8.2 MI E FROM MONTROSE.
 JL0378'8.2 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JL0378'THE STATION AT MONTROSE, MONTROSE COUNTY, 0.3 MILE WEST OF MILEPOST
 JL0378'D-343, 285 FEET WEST OF WOODEN BRIDGE 343.20, 26 FEET NORTH OF THE
 JL0378'TRACK, AND 1-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 JL0378'6471.106 A 10 1926 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JL0378'ABOUT 6 INCHES ABOVE GROUND.
 JL0378
 JL0378                          STATION RECOVERY (1962)
 JL0378
 JL0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JL0378'RECOVERED IN GOOD CONDITION.
 JL0378
 JL0378                          STATION RECOVERY (1984)
 JL0378
 JL0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0026 ***********************************************************************
 KJ0026  DESIGNATION -  A 100
 KJ0026  PID         -  KJ0026
 KJ0026  STATE/COUNTY-  CO/YUMA
 KJ0026  USGS QUAD   -  BONNY RESERVOIR NORTH (1968)
 KJ0026
 KJ0026                         *CURRENT SURVEY CONTROL
 KJ0026  ___________________________________________________________________
 KJ0026* NAD 83(1986)-  39 44 43.     (N)    102 12 01.     (W)     SCALED    
 KJ0026* NAVD 88     -      1183.215  (meters)    3881.93   (feet)  ADJUSTED  
 KJ0026  ___________________________________________________________________
 KJ0026  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 KJ0026  DYNAMIC HT  -        1182.256 (meters)    3878.78  (feet)  COMP
 KJ0026  MODELED GRAV-     979,774.8   (mgal)                       NAVD 88
 KJ0026
 KJ0026  VERT ORDER  -  SECOND    CLASS 0
 KJ0026
 KJ0026.The horizontal coordinates were scaled from a topographic map and have
 KJ0026.an estimated accuracy of +/- 6 seconds.
 KJ0026
 KJ0026.The orthometric height was determined by differential leveling
 KJ0026.and adjusted by the National Geodetic Survey in June 1991..
 KJ0026
 KJ0026.The geoid height was determined by GEOID03.
 KJ0026
 KJ0026.The dynamic height is computed by dividing the NAVD 88
 KJ0026.geopotential number by the normal gravity value computed on the
 KJ0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0026.degrees latitude (g = 980.6199 gals.).
 KJ0026
 KJ0026.The modeled gravity was interpolated from observed gravity values.
 KJ0026
 KJ0026;                    North         East    Units  Estimated Accuracy
 KJ0026;SPC CO N     -   355,800.    1,197,160.      MT  (+/- 180 meters Scaled)
 KJ0026
 KJ0026                          SUPERSEDED SURVEY CONTROL
 KJ0026
 KJ0026  NGVD 29 (??/??/92) 1182.726  (m)         3880.33   (f) ADJ UNCH    2 0
 KJ0026
 KJ0026.Superseded values are not recommended for survey control.
 KJ0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0026.See file dsdata.txt to determine how the superseded data were derived.
 KJ0026
 KJ0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGE398032(NAD 83)
 KJ0026_MARKER: DB = BENCH MARK DISK
 KJ0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0026_STAMPING: A 100 1935
 KJ0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0026+STABILITY: SURFACE MOTION
 KJ0026
 KJ0026  HISTORY     - Date     Condition        Report By
 KJ0026  HISTORY     - 1935     MONUMENTED       CGS
 KJ0026  HISTORY     - 1949     GOOD             USGS
 KJ0026  HISTORY     - 1963     MARK NOT FOUND   USGS
 KJ0026
 KJ0026                          STATION DESCRIPTION
 KJ0026
 KJ0026'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 KJ0026'2 MI E FROM IDALIA.
 KJ0026'IDALIA, COLORADO, YUMA CO., 3 MILES NORTH AND 5 MILES EAST OF, 57
 KJ0026'FT. NORTH AND 38 FT. EAST OF SECTION LINE ROAD CROSSING U.S. HWY.
 KJ0026'36, AT CORNER OF SECTS. 4-5-32-33, TS.3-4 S., R.43 W., IN A
 KJ0026'CONCRETE POST.  A STD. U.S.C AND G.S. DISK STAMPED A 100 1935.
 KJ0026
 KJ0026                          STATION RECOVERY (1963)
 KJ0026
 KJ0026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 KJ0026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0158 ***********************************************************************
 LK0158  DESIGNATION -  A 103
 LK0158  PID         -  LK0158
 LK0158  STATE/COUNTY-  CO/PHILLIPS
 LK0158  USGS QUAD   -  HAXTUN WEST (1980)
 LK0158
 LK0158                         *CURRENT SURVEY CONTROL
 LK0158  ___________________________________________________________________
 LK0158* NAD 83(1986)-  40 39 30.     (N)    102 44 27.     (W)     SCALED    
 LK0158* NAVD 88     -      1265.956  (meters)    4153.39   (feet)  ADJUSTED  
 LK0158  ___________________________________________________________________
 LK0158  GEOID HEIGHT-         -20.21  (meters)                     GEOID03
 LK0158  DYNAMIC HT  -        1265.025 (meters)    4150.34  (feet)  COMP
 LK0158  MODELED GRAV-     979,845.2   (mgal)                       NAVD 88
 LK0158
 LK0158  VERT ORDER  -  SECOND    CLASS 0
 LK0158
 LK0158.The horizontal coordinates were scaled from a topographic map and have
 LK0158.an estimated accuracy of +/- 6 seconds.
 LK0158
 LK0158.The orthometric height was determined by differential leveling
 LK0158.and adjusted by the National Geodetic Survey in June 1991..
 LK0158
 LK0158.The geoid height was determined by GEOID03.
 LK0158
 LK0158.The dynamic height is computed by dividing the NAVD 88
 LK0158.geopotential number by the normal gravity value computed on the
 LK0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0158.degrees latitude (g = 980.6199 gals.).
 LK0158
 LK0158.The modeled gravity was interpolated from observed gravity values.
 LK0158
 LK0158;                    North         East    Units  Estimated Accuracy
 LK0158;SPC CO N     -   455,550.    1,147,700.      MT  (+/- 180 meters Scaled)
 LK0158
 LK0158                          SUPERSEDED SURVEY CONTROL
 LK0158
 LK0158  NGVD 29 (??/??/92) 1265.411  (m)         4151.60   (f) ADJ UNCH    2 0
 LK0158
 LK0158.Superseded values are not recommended for survey control.
 LK0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0158.See file dsdata.txt to determine how the superseded data were derived.
 LK0158
 LK0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF909032(NAD 83)
 LK0158_MARKER: DB = BENCH MARK DISK
 LK0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0158_STAMPING: A 103 1935
 LK0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0158+STABILITY: SURFACE MOTION
 LK0158
 LK0158  HISTORY     - Date     Condition        Report By
 LK0158  HISTORY     - 1935     MONUMENTED       CGS
 LK0158
 LK0158                          STATION DESCRIPTION
 LK0158
 LK0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LK0158'1 MI W FROM DAILEY.
 LK0158'1.0 MI. W. ALONG THE C.B. AND Q. RY., 0.5 MI. W. OF M. P. 203, 105 FEE
 LK0158'W. OF THE CENTER LINE OF A N. AND S. ROAD CROSSING TRACK, 80 FEET
 LK0158'N. OF THE CENTER LINE OF U.S. HWY. 6, 50 FEET S. OF THE CENTER LINE OF
 LK0158'THE TRACK, AND 20 FEET S. OF A TELEPHONE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0516 ***********************************************************************
 LL0516  DESIGNATION -  A 105
 LL0516  PID         -  LL0516
 LL0516  STATE/COUNTY-  CO/LARIMER
 LL0516  USGS QUAD   -  FORT COLLINS (1984)
 LL0516
 LL0516                         *CURRENT SURVEY CONTROL
 LL0516  ___________________________________________________________________
 LL0516* NAD 83(1986)-  40 34 30.     (N)    105 04 39.     (W)     SCALED    
 LL0516* NAVD 88     -      1520.778  (meters)    4989.42   (feet)  ADJUSTED  
 LL0516  ___________________________________________________________________
 LL0516  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 LL0516  DYNAMIC HT  -        1519.497 (meters)    4985.22  (feet)  COMP
 LL0516  MODELED GRAV-     979,729.3   (mgal)                       NAVD 88
 LL0516
 LL0516  VERT ORDER  -  FIRST     CLASS II
 LL0516
 LL0516.The horizontal coordinates were scaled from a topographic map and have
 LL0516.an estimated accuracy of +/- 6 seconds.
 LL0516
 LL0516.The orthometric height was determined by differential leveling
 LL0516.and adjusted by the National Geodetic Survey in June 1991..
 LL0516
 LL0516.The geoid height was determined by GEOID03.
 LL0516
 LL0516.The dynamic height is computed by dividing the NAVD 88
 LL0516.geopotential number by the normal gravity value computed on the
 LL0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0516.degrees latitude (g = 980.6199 gals.).
 LL0516
 LL0516.The modeled gravity was interpolated from observed gravity values.
 LL0516
 LL0516;                    North         East    Units  Estimated Accuracy
 LL0516;SPC CO N     -   442,750.      950,180.      MT  (+/- 180 meters Scaled)
 LL0516
 LL0516                          SUPERSEDED SURVEY CONTROL
 LL0516
 LL0516  NGVD 29 (??/??/??) 1519.915  (m)         4986.59   (f) ADJUSTED    1 2
 LL0516
 LL0516.Superseded values are not recommended for survey control.
 LL0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0516.See file dsdata.txt to determine how the superseded data were derived.
 LL0516
 LL0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE934915(NAD 83)
 LL0516_MARKER: DB = BENCH MARK DISK
 LL0516_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LL0516_SP_SET: BUILDING
 LL0516_STAMPING: A 105 1935
 LL0516_MARK LOGO: CGS   
 LL0516_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0516
 LL0516  HISTORY     - Date     Condition        Report By
 LL0516  HISTORY     - 1935     MONUMENTED       CGS
 LL0516  HISTORY     - 1952     GOOD             NGS
 LL0516  HISTORY     - 1984     GOOD             NGS
 LL0516  HISTORY     - 1984     GOOD             NGS
 LL0516
 LL0516                          STATION DESCRIPTION
 LL0516
 LL0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 LL0516'AT FORT COLLINS.
 LL0516'AT FORT COLLINS, AT COLORADO A. AND M. COLLEGE, 43 FEET NORTH
 LL0516'OF THE SOUTHEAST CORNER OF THE FIELD HOUSE, 19 FEET SOUTH OF THE
 LL0516'CENTER OF THE EAST ENTRANCE, 3 FEET ABOVE THE SIDEWALK, SET
 LL0516'VERTICALLY IN THE EAST WALL OF THE FIELD HOUSE.
 LL0516
 LL0516                          STATION RECOVERY (1984)
 LL0516
 LL0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0516'RECOVERED IN GOOD CONDITION.  DELETE AT COLORADO A AND M COLLEGE.
 LL0516'ADD AT COLORADO STATE UNIVERSITY CAMPUS.
 LL0516
 LL0516                          STATION RECOVERY (1984)
 LL0516
 LL0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0516'ADDITIONS TO THE 1952 DESC: IT IS 52.7 M (173 FT) NORTH FROM THE
 LL0516'PROJECTED CENTERLINE OF ELIZABETH STREET AND 3.1 M (102 FT) WEST FROM
 LL0516'THE WESTERN CURB OF COLLEGE AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0017 ***********************************************************************
 JM0017  DESIGNATION -  A 11
 JM0017  PID         -  JM0017
 JM0017  STATE/COUNTY-  CO/DELTA
 JM0017  USGS QUAD   -  DOMINGUEZ (1969)
 JM0017
 JM0017                         *CURRENT SURVEY CONTROL
 JM0017  ___________________________________________________________________
 JM0017* NAD 83(1986)-  38 47 52.     (N)    108 19 19.     (W)     SCALED    
 JM0017* NAVD 88     -      1456.600  (meters)    4778.86   (feet)  ADJUSTED  
 JM0017  ___________________________________________________________________
 JM0017  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 JM0017  DYNAMIC HT  -        1455.145 (meters)    4774.09  (feet)  COMP
 JM0017  MODELED GRAV-     979,578.6   (mgal)                       NAVD 88
 JM0017
 JM0017  VERT ORDER  -  FIRST     CLASS II
 JM0017
 JM0017.The horizontal coordinates were scaled from a topographic map and have
 JM0017.an estimated accuracy of +/- 6 seconds.
 JM0017
 JM0017.The orthometric height was determined by differential leveling
 JM0017.and adjusted by the National Geodetic Survey in June 1991..
 JM0017
 JM0017.The geoid height was determined by GEOID03.
 JM0017
 JM0017.The dynamic height is computed by dividing the NAVD 88
 JM0017.geopotential number by the normal gravity value computed on the
 JM0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0017.degrees latitude (g = 980.6199 gals.).
 JM0017
 JM0017.The modeled gravity was interpolated from observed gravity values.
 JM0017
 JM0017;                    North         East    Units  Estimated Accuracy
 JM0017;SPC CO C     -   415,670.      669,300.      MT  (+/- 180 meters Scaled)
 JM0017
 JM0017                          SUPERSEDED SURVEY CONTROL
 JM0017
 JM0017  NGVD 29 (??/??/92) 1455.542  (m)         4775.39   (f) ADJ UNCH    1 2
 JM0017
 JM0017.Superseded values are not recommended for survey control.
 JM0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0017.See file dsdata.txt to determine how the superseded data were derived.
 JM0017
 JM0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH325977(NAD 83)
 JM0017_MARKER: DB = BENCH MARK DISK
 JM0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0017_SP_SET: CONCRETE POST
 JM0017_STAMPING: A 11 1926 4775.391
 JM0017_MARK LOGO: CGS   
 JM0017_PROJECTION: PROJECTING 10 CENTIMETERS
 JM0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0017+STABILITY: SURFACE MOTION
 JM0017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0017+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2005
 JM0017
 JM0017  HISTORY     - Date     Condition        Report By
 JM0017  HISTORY     - 1926     MONUMENTED       CGS
 JM0017  HISTORY     - 1966     GOOD             USGS
 JM0017  HISTORY     - 1984     GOOD             NGS
 JM0017  HISTORY     - 20050310 GOOD             GEOCAC
 JM0017
 JM0017                          STATION DESCRIPTION
 JM0017
 JM0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 JM0017'18.3 MI NW FROM DELTA.
 JM0017'18.3 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JM0017'FROM THE STATION AT DELTA, DELTA COUNTY, 750 FEET NORTH OF MILEPOST
 JM0017'D-391, 96 FEET NORTH OF A RAILROAD WATER TANK, 50 FEET EAST OF THE
 JM0017'TRACK, AND 1-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 JM0017'4775.391 A 11 1926 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JM0017'ABOUT 4 INCHES ABOVE GROUND.
 JM0017
 JM0017                          STATION RECOVERY (1966)
 JM0017
 JM0017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JM0017'RECOVERED IN GOOD CONDITION.
 JM0017
 JM0017                          STATION RECOVERY (1984)
 JM0017
 JM0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JM0017'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  22.6 KM
 JM0017'(14.05 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JM0017'WITH STATE HIGHWAY 92 IN DELTA, THENCE 4.2 KM (2.6 MI) SOUTHWESTERLY
 JM0017'ALONG COUNTY ROAD 50, THENCE 1.1 KM (0.7 MI) WESTERLY ALONG A DIRT
 JM0017'ROAD, 0.3 KM (0.2 MI) NORTHEAST OF RAILROAD MILEPOST 391, 56.0 M
 JM0017'(183.7 FT) NORTH OF THE CENTER OF A DIRT ROAD LEADING WEST, 31.0 M
 JM0017'(101.7 FT) WEST OF THE CENTER OF THE ROAD, 29.3 M (96.1 FT) NORTHEAST
 JM0017'OF THE NORTHWEST LEG OF AN ABANDONED WATER TANK, AND 15.3 M (50.2 FT)
 JM0017'SOUTHEAST OF THE NEAR RAIL OF THE DENVER AND RIO GRANDE WESTERN
 JM0017'RAILROAD.
 JM0017'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JM0017'THE MARK IS 0.5 M BELOW THE TRACKS.
 JM0017
 JM0017                          STATION RECOVERY (2005)
 JM0017
 JM0017'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 JM0017'WATER TOWER IS NO LONGER THERE
 JM0017'WITNESS POST HAS BEEN DESTROYED
 JM0017'BALANCE OF DESCRIPTION GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0272 ***********************************************************************
 JK0272  DESIGNATION -  A 110
 JK0272  PID         -  JK0272
 JK0272  STATE/COUNTY-  CO/EL PASO
 JK0272  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK0272
 JK0272                         *CURRENT SURVEY CONTROL
 JK0272  ___________________________________________________________________
 JK0272* NAD 83(1986)-  38 49 14.     (N)    104 49 21.     (W)     SCALED    
 JK0272* NAVD 88     -      1807.460  (meters)    5929.98   (feet)  ADJUSTED  
 JK0272  ___________________________________________________________________
 JK0272  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 JK0272  DYNAMIC HT  -        1805.500 (meters)    5923.54  (feet)  COMP
 JK0272  MODELED GRAV-     979,479.8   (mgal)                       NAVD 88
 JK0272
 JK0272  VERT ORDER  -  SECOND    CLASS 0
 JK0272
 JK0272.The horizontal coordinates were scaled from a topographic map and have
 JK0272.an estimated accuracy of +/- 6 seconds.
 JK0272
 JK0272.The orthometric height was determined by differential leveling
 JK0272.and adjusted by the National Geodetic Survey in June 1991..
 JK0272
 JK0272.The geoid height was determined by GEOID03.
 JK0272
 JK0272.The dynamic height is computed by dividing the NAVD 88
 JK0272.geopotential number by the normal gravity value computed on the
 JK0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0272.degrees latitude (g = 980.6199 gals.).
 JK0272
 JK0272.The modeled gravity was interpolated from observed gravity values.
 JK0272
 JK0272;                    North         East    Units  Estimated Accuracy
 JK0272;SPC CO C     -   414,610.      973,240.      MT  (+/- 180 meters Scaled)
 JK0272
 JK0272                          SUPERSEDED SURVEY CONTROL
 JK0272
 JK0272  NGVD 29 (??/??/92) 1806.402  (m)         5926.50   (f) ADJ UNCH    2 0
 JK0272
 JK0272.Superseded values are not recommended for survey control.
 JK0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0272.See file dsdata.txt to determine how the superseded data were derived.
 JK0272
 JK0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC154968(NAD 83)
 JK0272_MARKER: DB = BENCH MARK DISK
 JK0272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JK0272_SP_SET: ABUTMENT
 JK0272_STAMPING: A 110 1935
 JK0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK0272
 JK0272  HISTORY     - Date     Condition        Report By
 JK0272  HISTORY     - 1935     MONUMENTED       CGS
 JK0272  HISTORY     - 1983     MARK NOT FOUND   NGS
 JK0272  HISTORY     - 19970809 MARK NOT FOUND   USPSQD
 JK0272  HISTORY     - 20020119 MARK NOT FOUND   USPSQD
 JK0272
 JK0272                          STATION DESCRIPTION
 JK0272
 JK0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JK0272'0.9 MI S FROM COLORADO SPRINGS.
 JK0272'0.9 MILE SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 JK0272'COLORADO SPRINGS, ON SOUTH NEVADA STREET, AT A DENVER AND RIO GRANDE
 JK0272'WESTERN RAILROAD UNDERPASS, AT THE WEST ABUTMENT, IN THE TOP OF THE
 JK0272'NORTH END OF THE RETAINING WALL, 11 FEET WEST OF THE WEST CURB, AND
 JK0272'ABOUT 3 FEET HIGHER THAN THE PAVEMENT.  A STANDARD DISK, STAMPED A
 JK0272'110 1935.
 JK0272
 JK0272                          STATION RECOVERY (1983)
 JK0272
 JK0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JK0272'THE MARK IS POSSIBLY UNDER A SIDEWALK.
 JK0272
 JK0272                          STATION RECOVERY (1997)
 JK0272
 JK0272'RECOVERY NOTE BY US POWER SQUADRON 1997
 JK0272'MARK NOT FOUND.
 JK0272
 JK0272                          STATION RECOVERY (2002)
 JK0272
 JK0272'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 JK0272'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0036 ***********************************************************************
 JJ0036  DESIGNATION -  A 12
 JJ0036  PID         -  JJ0036
 JJ0036  STATE/COUNTY-  CO/CHEYENNE
 JJ0036  USGS QUAD   -  ARAPAHOE (1982)
 JJ0036
 JJ0036                         *CURRENT SURVEY CONTROL
 JJ0036  ___________________________________________________________________
 JJ0036* NAD 83(1986)-  38 51 13.     (N)    102 13 16.     (W)     SCALED    
 JJ0036* NAVD 88     -      1250.666  (meters)    4103.23   (feet)  ADJUSTED  
 JJ0036  ___________________________________________________________________
 JJ0036  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 JJ0036  DYNAMIC HT  -        1249.542 (meters)    4099.54  (feet)  COMP
 JJ0036  MODELED GRAV-     979,685.6   (mgal)                       NAVD 88
 JJ0036
 JJ0036  VERT ORDER  -  FIRST     CLASS II
 JJ0036
 JJ0036.The horizontal coordinates were scaled from a topographic map and have
 JJ0036.an estimated accuracy of +/- 6 seconds.
 JJ0036
 JJ0036.The orthometric height was determined by differential leveling
 JJ0036.and adjusted by the National Geodetic Survey in June 1991..
 JJ0036
 JJ0036.The geoid height was determined by GEOID03.
 JJ0036
 JJ0036.The dynamic height is computed by dividing the NAVD 88
 JJ0036.geopotential number by the normal gravity value computed on the
 JJ0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0036.degrees latitude (g = 980.6199 gals.).
 JJ0036
 JJ0036.The modeled gravity was interpolated from observed gravity values.
 JJ0036
 JJ0036;                    North         East    Units  Estimated Accuracy
 JJ0036;SPC CO C     -   423,190.    1,198,950.      MT  (+/- 180 meters Scaled)
 JJ0036
 JJ0036                          SUPERSEDED SURVEY CONTROL
 JJ0036
 JJ0036  NGVD 29 (??/??/92) 1250.177  (m)         4101.62   (f) ADJ UNCH    1 2
 JJ0036
 JJ0036.Superseded values are not recommended for survey control.
 JJ0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0036.See file dsdata.txt to determine how the superseded data were derived.
 JJ0036
 JJ0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD411042(NAD 83)
 JJ0036_MARKER: DB = BENCH MARK DISK
 JJ0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0036_STAMPING: A 12 1926 4101.622
 JJ0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0036+STABILITY: SURFACE MOTION
 JJ0036
 JJ0036  HISTORY     - Date     Condition        Report By
 JJ0036  HISTORY     - 1926     MONUMENTED       CGS
 JJ0036  HISTORY     - 1952     GOOD             NGS
 JJ0036
 JJ0036                          STATION DESCRIPTION
 JJ0036
 JJ0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JJ0036'2.4 MI W FROM ARAPAHOE.
 JJ0036'2.35 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE HARMACK
 JJ0036'GRAIN COMPANY ELEVATOR AT ARAPAHOE, AT A ROAD CROSSING, 184 FEET
 JJ0036'NORTH OF THE CENTER LINE OF U.S. HIGHWAY 40, 44.7 FEET SOUTH
 JJ0036'OF THE SOUTH RAIL, 34 FEET EAST OF THE CENTER LINE OF A NORTH AND
 JJ0036'SOUTH DIRT ROAD, 3 FEET NORTHEAST OF A FENCE CORNER, 1 FOOT SOUTH
 JJ0036'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS
 JJ0036'FLUSH WITH THE GROUND. 3 FEET NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0053 ***********************************************************************
 KJ0053  DESIGNATION -  A 13
 KJ0053  PID         -  KJ0053
 KJ0053  STATE/COUNTY-  CO/KIT CARSON
 KJ0053  USGS QUAD   -  BURLINGTON (1984)
 KJ0053
 KJ0053                         *CURRENT SURVEY CONTROL
 KJ0053  ___________________________________________________________________
 KJ0053* NAD 83(1986)-  39 18 02.     (N)    102 16 09.     (W)     SCALED    
 KJ0053* NAVD 88     -      1270.543  (meters)    4168.44   (feet)  ADJUSTED  
 KJ0053  ___________________________________________________________________
 KJ0053  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 KJ0053  DYNAMIC HT  -        1269.416 (meters)    4164.74  (feet)  COMP
 KJ0053  MODELED GRAV-     979,696.2   (mgal)                       NAVD 88
 KJ0053
 KJ0053  VERT ORDER  -  FIRST     CLASS II
 KJ0053
 KJ0053.The horizontal coordinates were scaled from a topographic map and have
 KJ0053.an estimated accuracy of +/- 6 seconds.
 KJ0053
 KJ0053.The orthometric height was determined by differential leveling
 KJ0053.and adjusted by the National Geodetic Survey in June 1991..
 KJ0053
 KJ0053.The geoid height was determined by GEOID03.
 KJ0053
 KJ0053.The dynamic height is computed by dividing the NAVD 88
 KJ0053.geopotential number by the normal gravity value computed on the
 KJ0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0053.degrees latitude (g = 980.6199 gals.).
 KJ0053
 KJ0053.The modeled gravity was interpolated from observed gravity values.
 KJ0053
 KJ0053;                    North         East    Units  Estimated Accuracy
 KJ0053;SPC CO C     -   472,630.    1,193,010.      MT  (+/- 180 meters Scaled)
 KJ0053
 KJ0053                          SUPERSEDED SURVEY CONTROL
 KJ0053
 KJ0053  NGVD 29 (??/??/92) 1270.010  (m)         4166.69   (f) ADJ UNCH    1 2
 KJ0053
 KJ0053.Superseded values are not recommended for survey control.
 KJ0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0053.See file dsdata.txt to determine how the superseded data were derived.
 KJ0053
 KJ0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD354536(NAD 83)
 KJ0053_MARKER: DB = BENCH MARK DISK
 KJ0053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KJ0053_SP_SET: BUILDING
 KJ0053_STAMPING: 4166.691 A 13 1926
 KJ0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KJ0053
 KJ0053  HISTORY     - Date     Condition        Report By
 KJ0053  HISTORY     - 1926     MONUMENTED       CGS
 KJ0053  HISTORY     - 1942     GOOD             NGS
 KJ0053  HISTORY     - 1969     MARK NOT FOUND   USGS
 KJ0053
 KJ0053                          STATION DESCRIPTION
 KJ0053
 KJ0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KJ0053'AT BURLINGTON.
 KJ0053'AT BURLINGTON, AT THE COUNTY COURTHOUSE, IN THE EAST BRICK WALL,
 KJ0053'1.5 FEET SOUTH OF THE NORTHEAST CORNER, AND 3 FEET ABOVE GROUND.
 KJ0053'A STANDARD DISK, STAMPED 4166.691 A 13 1926 AND SET VERTICALLY.
 KJ0053
 KJ0053                          STATION RECOVERY (1969)
 KJ0053
 KJ0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 KJ0053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MP0469 ***********************************************************************
 MP0469  DESIGNATION -  A 131
 MP0469  PID         -  MP0469
 MP0469  STATE/COUNTY-  CO/JACKSON
 MP0469  USGS QUAD   -  ELKHORN POINT (1983)
 MP0469
 MP0469                         *CURRENT SURVEY CONTROL
 MP0469  ___________________________________________________________________
 MP0469* NAD 83(1986)-  41 00 03.     (N)    106 24 10.     (W)     SCALED    
 MP0469* NAVD 88     -      2423.775  (meters)    7952.00   (feet)  ADJUSTED  
 MP0469  ___________________________________________________________________
 MP0469  GEOID HEIGHT-         -11.12  (meters)                     GEOID03
 MP0469  DYNAMIC HT  -        2421.405 (meters)    7944.23  (feet)  COMP
 MP0469  MODELED GRAV-     979,558.2   (mgal)                       NAVD 88
 MP0469
 MP0469  VERT ORDER  -  SECOND    CLASS 0
 MP0469
 MP0469.The horizontal coordinates were scaled from a topographic map and have
 MP0469.an estimated accuracy of +/- 6 seconds.
 MP0469
 MP0469.The orthometric height was determined by differential leveling
 MP0469.and adjusted by the National Geodetic Survey in June 1991..
 MP0469
 MP0469.The geoid height was determined by GEOID03.
 MP0469
 MP0469.The dynamic height is computed by dividing the NAVD 88
 MP0469.geopotential number by the normal gravity value computed on the
 MP0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0469.degrees latitude (g = 980.6199 gals.).
 MP0469
 MP0469.The modeled gravity was interpolated from observed gravity values.
 MP0469
 MP0469;                    North         East    Units  Estimated Accuracy
 MP0469;SPC CO N     -   490,340.      838,450.      MT  (+/- 180 meters Scaled)
 MP0469
 MP0469                          SUPERSEDED SURVEY CONTROL
 MP0469
 MP0469  NGVD 29 (??/??/92) 2422.494  (m)         7947.80   (f) ADJ UNCH    2 0
 MP0469
 MP0469.Superseded values are not recommended for survey control.
 MP0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0469.See file dsdata.txt to determine how the superseded data were derived.
 MP0469
 MP0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF820397(NAD 83)
 MP0469_MARKER: DB = BENCH MARK DISK
 MP0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0469_SP_SET: CONCRETE POST
 MP0469_STAMPING: A 131 1949
 MP0469_MARK LOGO: CGS   
 MP0469_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MP0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0469+STABILITY: SURFACE MOTION
 MP0469
 MP0469  HISTORY     - Date     Condition        Report By
 MP0469  HISTORY     - UNK      MONUMENTED
 MP0469  HISTORY     - 19901127 POOR             CODH
 MP0469
 MP0469                          STATION DESCRIPTION
 MP0469
 MP0469'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1990
 MP0469'THE SURFACE MARK APPEARS GOOD, HOWEVER WITH SLIGHT PRESSURE THE MARK
 MP0469'MOVES AND APPEARS TO BE BROKEN BELOW GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0170 ***********************************************************************
 LM0170  DESIGNATION -  A 133
 LM0170  PID         -  LM0170
 LM0170  STATE/COUNTY-  CO/JACKSON
 LM0170  USGS QUAD   -  RAND (1956)
 LM0170
 LM0170                         *CURRENT SURVEY CONTROL
 LM0170  ___________________________________________________________________
 LM0170* NAD 83(1986)-  40 27 38.     (N)    106 12 09.     (W)     SCALED    
 LM0170* NAVD 88     -      2628.092  (meters)    8622.33   (feet)  ADJUSTED  
 LM0170  ___________________________________________________________________
 LM0170  GEOID HEIGHT-         -12.05  (meters)                     GEOID03
 LM0170  DYNAMIC HT  -        2625.209 (meters)    8612.87  (feet)  COMP
 LM0170  MODELED GRAV-     979,432.7   (mgal)                       NAVD 88
 LM0170
 LM0170  VERT ORDER  -  SECOND    CLASS 0
 LM0170
 LM0170.The horizontal coordinates were scaled from a topographic map and have
 LM0170.an estimated accuracy of +/- 6 seconds.
 LM0170
 LM0170.The orthometric height was determined by differential leveling
 LM0170.and adjusted by the National Geodetic Survey in June 1991..
 LM0170
 LM0170.The geoid height was determined by GEOID03.
 LM0170
 LM0170.The dynamic height is computed by dividing the NAVD 88
 LM0170.geopotential number by the normal gravity value computed on the
 LM0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0170.degrees latitude (g = 980.6199 gals.).
 LM0170
 LM0170.The modeled gravity was interpolated from observed gravity values.
 LM0170
 LM0170;                    North         East    Units  Estimated Accuracy
 LM0170;SPC CO N     -   430,190.      854,820.      MT  (+/- 180 meters Scaled)
 LM0170
 LM0170                          SUPERSEDED SURVEY CONTROL
 LM0170
 LM0170  NGVD 29 (??/??/92) 2626.652  (m)         8617.61   (f) ADJ UNCH    2 0
 LM0170
 LM0170.Superseded values are not recommended for survey control.
 LM0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0170.See file dsdata.txt to determine how the superseded data were derived.
 LM0170
 LM0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE980795(NAD 83)
 LM0170_MARKER: DB = BENCH MARK DISK
 LM0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0170_STAMPING: A 133 1934
 LM0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0170+STABILITY: SURFACE MOTION
 LM0170
 LM0170  HISTORY     - Date     Condition        Report By
 LM0170  HISTORY     - 1934     MONUMENTED       CGS
 LM0170  HISTORY     - 1954     MARK NOT FOUND   NGS
 LM0170
 LM0170                          STATION DESCRIPTION
 LM0170
 LM0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LM0170'1.3 MI NW FROM RAND.
 LM0170'0.8 MILE NORTHWEST OF RAND POST OFFICE W AT T-RD.  N OF SCHOOL GROUNDS
 LM0170'TO OLD HWY. 125 RD. BED (APPROX. 700 FT. W) N 0.4 MI. TO BEND, 45 FT.
 LM0170'SW OF INT. OF CENTERLINES. A STANDARD TABLET IN CONCRETE POST STAMPED
 LM0170'A 133 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0090 ***********************************************************************
 LM0090  DESIGNATION -  A 134 RESET
 LM0090  PID         -  LM0090
 LM0090  STATE/COUNTY-  CO/JACKSON
 LM0090  USGS QUAD   -  GOULD (1955)
 LM0090
 LM0090                         *CURRENT SURVEY CONTROL
 LM0090  ___________________________________________________________________
 LM0090* NAD 83(1986)-  40 37 15.     (N)    106 06 42.     (W)     SCALED    
 LM0090* NAVD 88     -      2597.11   (+/-2cm)    8520.7    (feet)  VERTCON   
 LM0090  ___________________________________________________________________
 LM0090  GEOID HEIGHT-         -11.92  (meters)                     GEOID03
 LM0090
 LM0090  VERT ORDER  -  THIRD (See Below)
 LM0090
 LM0090.The horizontal coordinates were scaled from a topographic map and have
 LM0090.an estimated accuracy of +/- 6 seconds.
 LM0090
 LM0090.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0090.The vertical order pertains to the NGVD 29 superseded value.
 LM0090
 LM0090.The geoid height was determined by GEOID03.
 LM0090
 LM0090;                    North         East    Units  Estimated Accuracy
 LM0090;SPC CO N     -   447,930.      862,650.      MT  (+/- 180 meters Scaled)
 LM0090
 LM0090                          SUPERSEDED SURVEY CONTROL
 LM0090
 LM0090  NGVD 29 (??/??/??) 2595.66   (m)         8515.9    (f) RESET       3  
 LM0090
 LM0090.Superseded values are not recommended for survey control.
 LM0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0090.See file dsdata.txt to determine how the superseded data were derived.
 LM0090
 LM0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE059972(NAD 83)
 LM0090_MARKER: DB = BENCH MARK DISK
 LM0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0090_STAMPING: A 134 RESET 1953
 LM0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0090+STABILITY: SURFACE MOTION
 LM0090
 LM0090  HISTORY     - Date     Condition        Report By
 LM0090  HISTORY     - 1953     MONUMENTED       CGS
 LM0090  HISTORY     - 1953     GOOD             USGS
 LM0090
 LM0090                          STATION DESCRIPTION
 LM0090
 LM0090'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 LM0090'12.6 MI E FROM WALDEN.
 LM0090'ABOUT 12.6 MILES EAST ALONG STATE HWY. 14, FROM FIRST NATIONAL BANK
 LM0090'BUILDING AT WALDEN, COLORADO, JACKSON COUNTY, ABOUT 1 MILE WEST OF
 LM0090'HEYWORTH SCHOOLHOUSE, ON A SUMMIT BETWEEN TWO WATERCOURSES, ON THE
 LM0090'OUTSIDE OF A CURVE, ABOUT 513 FEET EAST OF A CORRUGATED CULVERT AT THE
 LM0090'CENTER OF A FILL, 53.6 FEET SOUTH OF THE POINT OF INTERSECTION OF A
 LM0090'CURVE, 66 FEET SOUTH OF THE CENTER LINE OF HWY.  A STANDARD DISK
 LM0090'STAMPED A 134 1934 RESET 1953.  SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0474 ***********************************************************************
 LL0474  DESIGNATION -  A 136
 LL0474  PID         -  LL0474
 LL0474  STATE/COUNTY-  CO/LARIMER
 LL0474  USGS QUAD   -  HORSETOOTH RESERVOIR (1962)
 LL0474
 LL0474                         *CURRENT SURVEY CONTROL
 LL0474  ___________________________________________________________________
 LL0474* NAD 83(1986)-  40 37 11.     (N)    105 08 23.     (W)     SCALED    
 LL0474* NAVD 88     -      1542.437  (meters)    5060.48   (feet)  ADJUSTED  
 LL0474  ___________________________________________________________________
 LL0474  GEOID HEIGHT-         -15.29  (meters)                     GEOID03
 LL0474  DYNAMIC HT  -        1541.144 (meters)    5056.24  (feet)  COMP
 LL0474  MODELED GRAV-     979,732.4   (mgal)                       NAVD 88
 LL0474
 LL0474  VERT ORDER  -  SECOND    CLASS 0
 LL0474
 LL0474.The horizontal coordinates were scaled from a topographic map and have
 LL0474.an estimated accuracy of +/- 6 seconds.
 LL0474
 LL0474.The orthometric height was determined by differential leveling
 LL0474.and adjusted by the National Geodetic Survey in June 1991..
 LL0474
 LL0474.The geoid height was determined by GEOID03.
 LL0474
 LL0474.The dynamic height is computed by dividing the NAVD 88
 LL0474.geopotential number by the normal gravity value computed on the
 LL0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0474.degrees latitude (g = 980.6199 gals.).
 LL0474
 LL0474.The modeled gravity was interpolated from observed gravity values.
 LL0474
 LL0474;                    North         East    Units  Estimated Accuracy
 LL0474;SPC CO N     -   447,690.      944,890.      MT  (+/- 180 meters Scaled)
 LL0474
 LL0474                          SUPERSEDED SURVEY CONTROL
 LL0474
 LL0474  NGVD 29 (??/??/92) 1541.474  (m)         5057.32   (f) ADJ UNCH    2 0
 LL0474
 LL0474.Superseded values are not recommended for survey control.
 LL0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0474.See file dsdata.txt to determine how the superseded data were derived.
 LL0474
 LL0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE881965(NAD 83)
 LL0474_MARKER: DB = BENCH MARK DISK
 LL0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0474_STAMPING: A 136 1934
 LL0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0474+STABILITY: SURFACE MOTION
 LL0474
 LL0474  HISTORY     - Date     Condition        Report By
 LL0474  HISTORY     - 1934     MONUMENTED       CGS
 LL0474  HISTORY     - 1984     GOOD             NGS
 LL0474
 LL0474                          STATION DESCRIPTION
 LL0474
 LL0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0474'IN LA PORTE.
 LL0474'IN THE TOWN OF LA PORTE, ABOUT 400 FEET SOUTHWEST OF ROAD BRIDGE
 LL0474'ACROSS CACHE LA POUDRE RIVER, 60 FEET SOUTHWEST OF CENTERLINE OF
 LL0474'INTERSECTION OF COUNTY ROAD WITH COLORADO AND SOUTHERN R.R. TRACK,
 LL0474'50 FEET SOUTH OF FROG AT EAST END OF LA PORTE SIDING, 45 FEET SOUTH
 LL0474'OF CENTERLINE OF TRACK AND 1 FOOT NORTH OF FENCE.  TABLET SET IN
 LL0474'PRECAST CONCRETE POST.
 LL0474
 LL0474                          STATION RECOVERY (1984)
 LL0474
 LL0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0474'ADDITIONS: IT IS 25.6 M (84 FT) NORTH OF THE NORTHEAST CORNER OF THE
 LL0474'HOUSE AT 2225 OVERLAND TRAIL, 19.2 M (63 FT) WEST OF THE CENTERLINE
 LL0474'OF OVERLAND TRAIL, AND 1.3 M (4.3 FT) SOUTHWEST OF THE SOUTHERN
 LL0474'RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0529 ***********************************************************************
 LL0529  DESIGNATION -  A 137
 LL0529  PID         -  LL0529
 LL0529  STATE/COUNTY-  CO/LARIMER
 LL0529  USGS QUAD   -  LAPORTE (1979)
 LL0529
 LL0529                         *CURRENT SURVEY CONTROL
 LL0529  ___________________________________________________________________
 LL0529* NAD 83(1986)-  40 41 21.     (N)    105 10 30.     (W)     SCALED    
 LL0529* NAVD 88     -      1631.756  (meters)    5353.52   (feet)  ADJUSTED  
 LL0529  ___________________________________________________________________
 LL0529  GEOID HEIGHT-         -14.87  (meters)                     GEOID03
 LL0529  DYNAMIC HT  -        1630.387 (meters)    5349.03  (feet)  COMP
 LL0529  MODELED GRAV-     979,727.8   (mgal)                       NAVD 88
 LL0529
 LL0529  VERT ORDER  -  SECOND    CLASS 0
 LL0529
 LL0529.The horizontal coordinates were scaled from a topographic map and have
 LL0529.an estimated accuracy of +/- 6 seconds.
 LL0529
 LL0529.The orthometric height was determined by differential leveling
 LL0529.and adjusted by the National Geodetic Survey in June 1991..
 LL0529
 LL0529.The geoid height was determined by GEOID03.
 LL0529
 LL0529.The dynamic height is computed by dividing the NAVD 88
 LL0529.geopotential number by the normal gravity value computed on the
 LL0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0529.degrees latitude (g = 980.6199 gals.).
 LL0529
 LL0529.The modeled gravity was interpolated from observed gravity values.
 LL0529
 LL0529;                    North         East    Units  Estimated Accuracy
 LL0529;SPC CO N     -   455,390.      941,870.      MT  (+/- 180 meters Scaled)
 LL0529
 LL0529                          SUPERSEDED SURVEY CONTROL
 LL0529
 LL0529  NGVD 29 (??/??/92) 1630.801  (m)         5350.39   (f) ADJ UNCH    2 0
 LL0529
 LL0529.Superseded values are not recommended for survey control.
 LL0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0529.See file dsdata.txt to determine how the superseded data were derived.
 LL0529
 LL0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF852042(NAD 83)
 LL0529_MARKER: DB = BENCH MARK DISK
 LL0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0529_STAMPING: A 137 1934
 LL0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0529+STABILITY: SURFACE MOTION
 LL0529
 LL0529  HISTORY     - Date     Condition        Report By
 LL0529  HISTORY     - 1934     MONUMENTED       CGS
 LL0529  HISTORY     - 1943     GOOD             NGS
 LL0529
 LL0529                          STATION DESCRIPTION
 LL0529
 LL0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LL0529'2.1 MI N FROM TEDS PLACE.
 LL0529'2.1 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE JUNCTION OF
 LL0529'STATE HIGHWAY  14 AT TEDS PLACE, LARIMER COUNTY, 0.4 MILE SOUTH OF
 LL0529'A BRIDGE OVER A WATERCOURSE, ON THE EXACT CREST OF A HILL, 105
 LL0529'FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF A TRAIL
 LL0529'LEADING WEST, 85 FEET WEST OF AN IRRIGATION DITCH, AND 35 FEET
 LL0529'EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 LL0529'A 137 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 39 FEET
 LL0529'EAST OF CENTERLINE OF U.S. HIGHWAY NO. 287, 0.9 FEET WEST OF EAST
 LL0529'RIGHT OF WAY FENCE OF HIGHWAY, 1 FOOT BELOW SURFACE OF HIGHWAY.
 LL0529'STANDARD BRONZE TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0019 ***********************************************************************
 KJ0019  DESIGNATION -  A 14
 KJ0019  PID         -  KJ0019
 KJ0019  STATE/COUNTY-  CO/YUMA
 KJ0019  USGS QUAD   -  VERNON (1963)
 KJ0019
 KJ0019                         *CURRENT SURVEY CONTROL
 KJ0019  ___________________________________________________________________
 KJ0019* NAD 83(1986)-  39 59 29.     (N)    102 16 54.     (W)     SCALED    
 KJ0019* NAVD 88     -      1176.449  (meters)    3859.73   (feet)  ADJUSTED  
 KJ0019  ___________________________________________________________________
 KJ0019  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 KJ0019  DYNAMIC HT  -        1175.541 (meters)    3856.75  (feet)  COMP
 KJ0019  MODELED GRAV-     979,812.8   (mgal)                       NAVD 88
 KJ0019
 KJ0019  VERT ORDER  -  FIRST     CLASS II
 KJ0019
 KJ0019.The horizontal coordinates were scaled from a topographic map and have
 KJ0019.an estimated accuracy of +/- 6 seconds.
 KJ0019
 KJ0019.The orthometric height was determined by differential leveling
 KJ0019.and adjusted by the National Geodetic Survey in June 1991..
 KJ0019
 KJ0019.The geoid height was determined by GEOID03.
 KJ0019
 KJ0019.The dynamic height is computed by dividing the NAVD 88
 KJ0019.geopotential number by the normal gravity value computed on the
 KJ0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0019.degrees latitude (g = 980.6199 gals.).
 KJ0019
 KJ0019.The modeled gravity was interpolated from observed gravity values.
 KJ0019
 KJ0019;                    North         East    Units  Estimated Accuracy
 KJ0019;SPC CO N     -   382,850.    1,189,190.      MT  (+/- 180 meters Scaled)
 KJ0019
 KJ0019                          SUPERSEDED SURVEY CONTROL
 KJ0019
 KJ0019  NGVD 29 (??/??/92) 1175.966  (m)         3858.15   (f) ADJ UNCH    1 2
 KJ0019
 KJ0019.Superseded values are not recommended for survey control.
 KJ0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0019.See file dsdata.txt to determine how the superseded data were derived.
 KJ0019
 KJ0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGE320303(NAD 83)
 KJ0019_MARKER: DB = BENCH MARK DISK
 KJ0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0019_STAMPING: 3858.148 A 14 1926
 KJ0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0019+STABILITY: SURFACE MOTION
 KJ0019
 KJ0019  HISTORY     - Date     Condition        Report By
 KJ0019  HISTORY     - 1926     MONUMENTED       CGS
 KJ0019  HISTORY     - 1934     GOOD             NGS
 KJ0019
 KJ0019                          STATION DESCRIPTION
 KJ0019
 KJ0019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KJ0019'2 MI E FROM VERNON.
 KJ0019'ABOUT 2 MILES EAST ALONG STATE HIGHWAY 51 FROM VERNON, THENCE 3
 KJ0019'MILES NORTH ALONG A NORTH-AND-SOUTH ROAD, AT THE INTERSECTION OF
 KJ0019'AN EAST-AND-WEST ROAD, 38 FEET EAST OF THE NORTH-AND-SOUTH ROAD,
 KJ0019'26.5 FEET SOUTH OF THE EAST-AND-WEST ROAD, AND 13.1 FEET EAST OF A
 KJ0019'POINT 1.3 FEET SOUTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED
 KJ0019'3858.148 A 14 1926 AND SET IN THE TOP OF A CONCRETE POST
 KJ0019'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1004 ***********************************************************************
 KK1004  DESIGNATION -  A 140 RESET
 KK1004  PID         -  KK1004
 KK1004  STATE/COUNTY-  CO/GRAND
 KK1004  USGS QUAD   -  BERTHOUD PASS (1957)
 KK1004
 KK1004                         *CURRENT SURVEY CONTROL
 KK1004  ___________________________________________________________________
 KK1004* NAD 83(1986)-  39 50 39.     (N)    105 45 27.     (W)     SCALED    
 KK1004* NAVD 88     -      3096.11   (meters)   10157.8    (feet)  RESET     
 KK1004  ___________________________________________________________________
 KK1004  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 KK1004
 KK1004  VERT ORDER  -  THIRD
 KK1004
 KK1004.The horizontal coordinates were scaled from a topographic map and have
 KK1004.an estimated accuracy of +/- 6 seconds.
 KK1004
 KK1004.The orthometric height was computed from unverified reset data.
 KK1004
 KK1004.The geoid height was determined by GEOID03.
 KK1004
 KK1004;                    North         East    Units  Estimated Accuracy
 KK1004;SPC CO N     -   361,550.      892,360.      MT  (+/- 180 meters Scaled)
 KK1004
 KK1004                          SUPERSEDED SURVEY CONTROL
 KK1004
 KK1004.No superseded survey control is available for this station.
 KK1004
 KK1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE351107(NAD 83)
 KK1004_MARKER: DB = BENCH MARK DISK
 KK1004_SETTING: 80 = SET IN A BOULDER
 KK1004_STAMPING: A 140 RESET 1961
 KK1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1004+STABILITY: SURFACE MOTION
 KK1004
 KK1004  HISTORY     - Date     Condition        Report By
 KK1004  HISTORY     - 1961     MONUMENTED       CODH
 KK1004  HISTORY     - 1961     GOOD             NGS
 KK1004
 KK1004                          STATION DESCRIPTION
 KK1004
 KK1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KK1004'5.8 MI S FROM WEST PORTAL.
 KK1004'5.83 MILES SOUTH ALONG U.S. HIGHWAY 40 FROM THE WEST PORTAL OF
 KK1004'THE MOFFAT TUNNEL AT A SWITCH BACK, 90 FEET WEST OF THE
 KK1004'CENTERLINE OF THE HIGHWAY, 10 FEET ABOVE THE LEVEL OF THE
 KK1004'HIGHWAY, SET IN A GRANITE BOULDER 8 X 8 FEET.
 KK1004'BOULDER 8 X 8 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0036 ***********************************************************************
 JM0036  DESIGNATION -  A 141
 JM0036  PID         -  JM0036
 JM0036  STATE/COUNTY-  CO/MESA
 JM0036  USGS QUAD   -  WHITEWATER (1969)
 JM0036
 JM0036                         *CURRENT SURVEY CONTROL
 JM0036  ___________________________________________________________________
 JM0036* NAD 83(1986)-  38 59 18.     (N)    108 27 09.     (W)     SCALED    
 JM0036* NAVD 88     -      1416.442  (meters)    4647.11   (feet)  POSTED    
 JM0036  ___________________________________________________________________
 JM0036  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 JM0036  DYNAMIC HT  -        1415.080 (meters)    4642.64  (feet)  COMP
 JM0036  MODELED GRAV-     979,613.7   (mgal)                       NAVD 88
 JM0036
 JM0036  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JM0036
 JM0036.The horizontal coordinates were scaled from a topographic map and have
 JM0036.an estimated accuracy of +/- 6 seconds.
 JM0036
 JM0036.The orthometric height was determined by differential leveling
 JM0036.and adjusted by the National Geodetic Survey in 1992..
 JM0036.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JM0036.rate of 1.1 thru 2.0 mm/km.
 JM0036
 JM0036.The geoid height was determined by GEOID03.
 JM0036
 JM0036.The dynamic height is computed by dividing the NAVD 88
 JM0036.geopotential number by the normal gravity value computed on the
 JM0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0036.degrees latitude (g = 980.6199 gals.).
 JM0036
 JM0036.The modeled gravity was interpolated from observed gravity values.
 JM0036
 JM0036;                    North         East    Units  Estimated Accuracy
 JM0036;SPC CO C     -   437,170.      658,660.      MT  (+/- 180 meters Scaled)
 JM0036
 JM0036                          SUPERSEDED SURVEY CONTROL
 JM0036
 JM0036  NGVD 29 (??/??/92) 1415.411  (m)         4643.73   (f) ADJ UNCH    2 0
 JM0036
 JM0036.Superseded values are not recommended for survey control.
 JM0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0036.See file dsdata.txt to determine how the superseded data were derived.
 JM0036
 JM0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ206185(NAD 83)
 JM0036_MARKER: DB = BENCH MARK DISK
 JM0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0036_STAMPING: A-141 1934
 JM0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0036+STABILITY: SURFACE MOTION
 JM0036
 JM0036  HISTORY     - Date     Condition        Report By
 JM0036  HISTORY     - 1934     MONUMENTED       CGS
 JM0036  HISTORY     - 1984     MARK NOT FOUND   NGS
 JM0036
 JM0036                          STATION DESCRIPTION
 JM0036
 JM0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0036'IN WHITEWATER.
 JM0036'210 FEET SOUTHEAST OF DENVER AND RIO GRANDE WESTERN RY. WATER TANK. 60
 JM0036'FEET SOUTHEAST OF EAST CORNER OF WHITEWATER RAILROAD STATION.  21 FEET
 JM0036'SOUTHWEST OF CENTERLINE OF MAIN LINE TRACK OF D. AND R.G. W.RY. TRACK.
 JM0036'12 FEET NORTHWEST OF NORTH CORNER OF SECTION HOUSE NO. 10. PRECAST
 JM0036'CONCRETE POST SET IN NORTH CORNER OF YARD TO SECTION HOUSE NO. 10.
 JM0036
 JM0036                          STATION RECOVERY (1984)
 JM0036
 JM0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JM0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0200 ***********************************************************************
 JM0200  DESIGNATION -  A 142
 JM0200  PID         -  JM0200
 JM0200  STATE/COUNTY-  CO/MESA
 JM0200  USGS QUAD   -  GATEWAY (1973)
 JM0200
 JM0200                         *CURRENT SURVEY CONTROL
 JM0200  ___________________________________________________________________
 JM0200* NAD 83(1986)-  38 40 47.     (N)    108 58 49.     (W)     SCALED    
 JM0200* NAVD 88     -      1391.075  (meters)    4563.89   (feet)  ADJUSTED  
 JM0200  ___________________________________________________________________
 JM0200  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 JM0200  DYNAMIC HT  -        1389.620 (meters)    4559.11  (feet)  COMP
 JM0200  MODELED GRAV-     979,535.1   (mgal)                       NAVD 88
 JM0200
 JM0200  VERT ORDER  -  SECOND    CLASS 0
 JM0200
 JM0200.The horizontal coordinates were scaled from a topographic map and have
 JM0200.an estimated accuracy of +/- 6 seconds.
 JM0200
 JM0200.The orthometric height was determined by differential leveling
 JM0200.and adjusted by the National Geodetic Survey in June 1991..
 JM0200
 JM0200.The geoid height was determined by GEOID03.
 JM0200
 JM0200.The dynamic height is computed by dividing the NAVD 88
 JM0200.geopotential number by the normal gravity value computed on the
 JM0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0200.degrees latitude (g = 980.6199 gals.).
 JM0200
 JM0200.The modeled gravity was interpolated from observed gravity values.
 JM0200
 JM0200;                    North         East    Units  Estimated Accuracy
 JM0200;SPC CO C     -   404,560.      611,650.      MT  (+/- 180 meters Scaled)
 JM0200
 JM0200                          SUPERSEDED SURVEY CONTROL
 JM0200
 JM0200  NGVD 29 (??/??/92) 1389.920  (m)         4560.10   (f) ADJ UNCH    2 0
 JM0200
 JM0200.Superseded values are not recommended for survey control.
 JM0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0200.See file dsdata.txt to determine how the superseded data were derived.
 JM0200
 JM0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH756831(NAD 83)
 JM0200_MARKER: DB = BENCH MARK DISK
 JM0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0200_STAMPING: A-142 1934
 JM0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0200+STABILITY: SURFACE MOTION
 JM0200
 JM0200  HISTORY     - Date     Condition        Report By
 JM0200  HISTORY     - 1934     MONUMENTED       CGS
 JM0200
 JM0200                          STATION DESCRIPTION
 JM0200
 JM0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0200'0.5 MI SW FROM GATEWAY.
 JM0200'0.5 MILE SOUTHWEST OF, ALONG STATE HWY. 141, FROM PUBLIC SCHOOL.  150
 JM0200'FEET SOUTH OF WEST END OF STEEL HIGHWAY BRIDGE OVER DOLORES RIVER. 108
 JM0200'FEET NORTHEAST OF GEORGE FOYS LOG CABIN.  70 FEET EAST OF CENTER OF
 JM0200'WAGON GATE.  15 FEET SOUTHWEST OF CENTERLINE OF STATE HIGHWAY 141. 3
 JM0200'FEET SOUTH OF NORTH CORNER OF FENCE.  TABLET SET IN PRECAST CONCRETE
 JM0200'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0125 ***********************************************************************
 JM0125  DESIGNATION -  A 144
 JM0125  PID         -  JM0125
 JM0125  STATE/COUNTY-  CO/MONTROSE
 JM0125  USGS QUAD   -  URAVAN (1994)
 JM0125
 JM0125                         *CURRENT SURVEY CONTROL
 JM0125  ___________________________________________________________________
 JM0125* NAD 83(1986)-  38 16 26.     (N)    108 39 00.     (W)     SCALED    
 JM0125* NAVD 88     -      1602.175  (meters)    5256.47   (feet)  ADJUSTED  
 JM0125  ___________________________________________________________________
 JM0125  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 JM0125  DYNAMIC HT  -        1600.390 (meters)    5250.61  (feet)  COMP
 JM0125  MODELED GRAV-     979,459.0   (mgal)                       NAVD 88
 JM0125
 JM0125  VERT ORDER  -  SECOND    CLASS 0
 JM0125
 JM0125.The horizontal coordinates were scaled from a topographic map and have
 JM0125.an estimated accuracy of +/- 6 seconds.
 JM0125
 JM0125.The orthometric height was determined by differential leveling
 JM0125.and adjusted by the National Geodetic Survey in June 1991..
 JM0125
 JM0125.The geoid height was determined by GEOID03.
 JM0125
 JM0125.The dynamic height is computed by dividing the NAVD 88
 JM0125.geopotential number by the normal gravity value computed on the
 JM0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0125.degrees latitude (g = 980.6199 gals.).
 JM0125
 JM0125.The modeled gravity was interpolated from observed gravity values.
 JM0125
 JM0125;                    North         East    Units  Estimated Accuracy
 JM0125;SPC CO S     -   487,830.      638,820.      MT  (+/- 180 meters Scaled)
 JM0125
 JM0125                          SUPERSEDED SURVEY CONTROL
 JM0125
 JM0125  NGVD 29 (??/??/92) 1601.006  (m)         5252.63   (f) ADJ UNCH    2 0
 JM0125
 JM0125.Superseded values are not recommended for survey control.
 JM0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0125.See file dsdata.txt to determine how the superseded data were derived.
 JM0125
 JM0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH055388(NAD 83)
 JM0125_MARKER: DB = BENCH MARK DISK
 JM0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0125_STAMPING: A-144 1934
 JM0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0125+STABILITY: SURFACE MOTION
 JM0125
 JM0125  HISTORY     - Date     Condition        Report By
 JM0125  HISTORY     - 1934     MONUMENTED       CGS
 JM0125
 JM0125                          STATION DESCRIPTION
 JM0125
 JM0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0125'7.1 MI NW FROM NATURITA.
 JM0125'7.1 MILES NORTHWEST OF, ALONG STATE HWY. 141, FROM PUBLIC SCHOOL.
 JM0125'ABOUT 1.1 MILES NORTHWEST OF WOODEN HIGHWAY BRIDGE.  OVER CANYON.
 JM0125'ABOUT .3 MILE NORTHWEST OF SMALL ORCHARD.  90 FEET NORTHWEST OF
 JM0125'NORTHEAST END OF HIGHWAY CULVERT OVER DRAW COMING DOWN NORTHEAST SIDE
 JM0125'OF HILL.  80 FEET SOUTHEAST OF SUMMIT OF HIGHWAY OVER RIDGE.  15 FEET
 JM0125'NORTHEAST OF CENTERLINE OF STATE HWY. 141.  3 FEET NORTHEAST OF FENCE
 JM0125'LINE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0276 ***********************************************************************
 JM0276  DESIGNATION -  A 145
 JM0276  PID         -  JM0276
 JM0276  STATE/COUNTY-  CO/MONTROSE
 JM0276  USGS QUAD   -  RAY MESA (1986)
 JM0276
 JM0276                         *CURRENT SURVEY CONTROL
 JM0276  ___________________________________________________________________
 JM0276* NAD 83(1986)-  38 19 57.     (N)    109 01 32.     (W)     SCALED    
 JM0276* NAVD 88     -      1782.285  (meters)    5847.38   (feet)  ADJUSTED  
 JM0276  ___________________________________________________________________
 JM0276  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 JM0276  DYNAMIC HT  -        1780.306 (meters)    5840.89  (feet)  COMP
 JM0276  MODELED GRAV-     979,455.3   (mgal)                       NAVD 88
 JM0276
 JM0276  VERT ORDER  -  SECOND    CLASS 0
 JM0276
 JM0276.The horizontal coordinates were scaled from a topographic map and have
 JM0276.an estimated accuracy of +/- 6 seconds.
 JM0276
 JM0276.The orthometric height was determined by differential leveling
 JM0276.and adjusted by the National Geodetic Survey in June 1991..
 JM0276
 JM0276.The geoid height was determined by GEOID03.
 JM0276
 JM0276.The dynamic height is computed by dividing the NAVD 88
 JM0276.geopotential number by the normal gravity value computed on the
 JM0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0276.degrees latitude (g = 980.6199 gals.).
 JM0276
 JM0276.The modeled gravity was interpolated from observed gravity values.
 JM0276
 JM0276;                    North         East    Units  Estimated Accuracy
 JM0276;SPC CO S     -   495,500.      606,230.      MT  (+/- 180 meters Scaled)
 JM0276
 JM0276                          SUPERSEDED SURVEY CONTROL
 JM0276
 JM0276  NGVD 29 (??/??/92) 1781.170  (m)         5843.72   (f) ADJ UNCH    2 0
 JM0276
 JM0276.Superseded values are not recommended for survey control.
 JM0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0276.See file dsdata.txt to determine how the superseded data were derived.
 JM0276
 JM0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH725445(NAD 83)
 JM0276_MARKER: DB = BENCH MARK DISK
 JM0276_SETTING: 66 = SET IN ROCK OUTCROP
 JM0276_SP_SET: SANDSTONE SHELF
 JM0276_STAMPING: A 145 1934
 JM0276_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0276+STABILITY: POSITION/ELEVATION WELL
 JM0276
 JM0276  HISTORY     - Date     Condition        Report By
 JM0276  HISTORY     - 1934     MONUMENTED       CGS
 JM0276
 JM0276                          STATION DESCRIPTION
 JM0276
 JM0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0276'8.8 MI W FROM PARADOX.
 JM0276'ABOUT 8.8 MILES WEST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT
 JM0276'PARADOX, MONTROSE COUNTY, ABOUT 2.1 MILES EAST OF THE UTAH-COLORADO
 JM0276'STATE LINE, ABOUT 0.9 MILE WEST OF THE CLAYTON ALLEN FARMHOUSE, ABOUT
 JM0276'1,500 FEET SOUTH OF THE EAST END OF A RED SANDSTONE CLIFF, 36 FEET
 JM0276'NORTH OF THE CENTERLINE OF THE HIGHWAY, 10 FEET NORTH OF A FENCE, AT A
 JM0276'6- BY 20-FOOT SANDSTONE BOULDER, WHERE A LARGE SANDSTONE BOULDER LEANS
 JM0276'VERTICALLY ON ITS WEST END, IN THE TOP OF A SELF, AND ABOUT 3 FEET
 JM0276'ABOUT GROUND.  A STANDARD DISK, STAMPED A 145 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0151 ***********************************************************************
 JM0151  DESIGNATION -  A 146
 JM0151  PID         -  JM0151
 JM0151  STATE/COUNTY-  CO/SAN MIGUEL
 JM0151  USGS QUAD   -  HAMM CANYON (1994)
 JM0151
 JM0151                         *CURRENT SURVEY CONTROL
 JM0151  ___________________________________________________________________
 JM0151* NAD 83(1986)-  38 01 33.     (N)    108 48 57.     (W)     SCALED    
 JM0151* NAVD 88     -      1712.293  (meters)    5617.75   (feet)  ADJUSTED  
 JM0151  ___________________________________________________________________
 JM0151  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 JM0151  DYNAMIC HT  -        1710.349 (meters)    5611.37  (feet)  COMP
 JM0151  MODELED GRAV-     979,433.8   (mgal)                       NAVD 88
 JM0151
 JM0151  VERT ORDER  -  SECOND    CLASS 0
 JM0151
 JM0151.The horizontal coordinates were scaled from a topographic map and have
 JM0151.an estimated accuracy of +/- 6 seconds.
 JM0151
 JM0151.The orthometric height was determined by differential leveling
 JM0151.and adjusted by the National Geodetic Survey in June 1991..
 JM0151
 JM0151.The geoid height was determined by GEOID03.
 JM0151
 JM0151.The dynamic height is computed by dividing the NAVD 88
 JM0151.geopotential number by the normal gravity value computed on the
 JM0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0151.degrees latitude (g = 980.6199 gals.).
 JM0151
 JM0151.The modeled gravity was interpolated from observed gravity values.
 JM0151
 JM0151;                    North         East    Units  Estimated Accuracy
 JM0151;SPC CO S     -   460,810.      623,340.      MT  (+/- 180 meters Scaled)
 JM0151
 JM0151                          SUPERSEDED SURVEY CONTROL
 JM0151
 JM0151  NGVD 29 (??/??/92) 1711.165  (m)         5614.05   (f) ADJ UNCH    2 0
 JM0151
 JM0151.Superseded values are not recommended for survey control.
 JM0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0151.See file dsdata.txt to determine how the superseded data were derived.
 JM0151
 JM0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH917109(NAD 83)
 JM0151_MARKER: DB = BENCH MARK DISK
 JM0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0151_STAMPING: A-146 1934
 JM0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0151+STABILITY: SURFACE MOTION
 JM0151
 JM0151  HISTORY     - Date     Condition        Report By
 JM0151  HISTORY     - 1934     MONUMENTED       CGS
 JM0151
 JM0151                          STATION DESCRIPTION
 JM0151
 JM0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0151'28.7 MI NE FROM DOVE CREEK.
 JM0151'28.7 MILES NORTHEAST OF, ALONG STATE HWY. 80, FROM DOVE CREEK PUBLIC
 JM0151'SCHOOL.  ABOUT 1.2 MILE WEST OF ABANDONED FARM HOUSE.  1 MILE WEST OF
 JM0151'WOODEN HIGHWAY BRIDGE OVER DRY WASH.  380 FEET WEST OF WOODEN HIGHWAY
 JM0151'BRIDGE OVER DRY WASH.  280 FEET WEST OF WOODEN CULVERT UNDER HIGHWAY.
 JM0151'70 FEET NORTH OF CENTERLINE OF STATE HWY. 80.  54 FEET SOUTHWEST OF
 JM0151'SOUTHEAST CORNER OF FENCE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0079 ***********************************************************************
 JM0079  DESIGNATION -  A 147
 JM0079  PID         -  JM0079
 JM0079  STATE/COUNTY-  CO/SAN MIGUEL
 JM0079  USGS QUAD   -  NORWOOD (1973)
 JM0079
 JM0079                         *CURRENT SURVEY CONTROL
 JM0079  ___________________________________________________________________
 JM0079* NAD 83(1992)-  38 07 50.72813(N)    108 15 22.00901(W)     ADJUSTED  
 JM0079* NAVD 88     -      2182.999  (meters)    7162.06   (feet)  ADJUSTED  
 JM0079  ___________________________________________________________________
 JM0079  X           -  -1,574,214.965 (meters)                     COMP
 JM0079  Y           -  -4,772,244.892 (meters)                     COMP
 JM0079  Z           -   3,918,207.845 (meters)                     COMP
 JM0079  LAPLACE CORR-           7.86  (seconds)                    DEFLEC99
 JM0079  ELLIP HEIGHT-        2165.39  (meters)          (12/03/02) GPS OBS
 JM0079  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 JM0079  DYNAMIC HT  -        2180.279 (meters)    7153.13  (feet)  COMP
 JM0079  MODELED GRAV-     979,305.8   (mgal)                       NAVD 88
 JM0079
 JM0079  HORZ ORDER  -  FIRST
 JM0079  VERT ORDER  -  SECOND    CLASS 0
 JM0079  ELLP ORDER  -  FOURTH    CLASS II
 JM0079
 JM0079.The horizontal coordinates were established by GPS observations
 JM0079.and adjusted by the National Geodetic Survey in March 1999..
 JM0079
 JM0079.The orthometric height was determined by differential leveling
 JM0079.and adjusted by the National Geodetic Survey in June 1991..
 JM0079
 JM0079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JM0079
 JM0079.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0079
 JM0079.The ellipsoidal height was determined by GPS observations
 JM0079.and is referenced to NAD 83.
 JM0079
 JM0079.The geoid height was determined by GEOID03.
 JM0079
 JM0079.The dynamic height is computed by dividing the NAVD 88
 JM0079.geopotential number by the normal gravity value computed on the
 JM0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0079.degrees latitude (g = 980.6199 gals.).
 JM0079
 JM0079.The modeled gravity was interpolated from observed gravity values.
 JM0079
 JM0079;                    North         East     Units Scale Factor Converg.
 JM0079;SPC CO S     -   470,857.679   672,801.071   MT  0.99995876   -1 41 25.9
 JM0079;SPC CO S     - 1,544,805.57  2,207,348.18   sFT  0.99995876   -1 41 25.9
 JM0079;UTM  12      - 4,223,880.350   740,499.559   MT  1.00031241   +1 41 42.2
 JM0079
 JM0079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0079!SPC CO S     -   0.99966034  x   0.99995876  =   0.99961911
 JM0079!UTM  12      -   0.99966034  x   1.00031241  =   0.99997264
 JM0079
 JM0079                          SUPERSEDED SURVEY CONTROL
 JM0079
 JM0079  ELLIP H (03/16/99) 2165.46   (m)                       GP(       ) 4 1
 JM0079  NAVD 88 (03/16/99) 2183.00   (m)         7162.1    (f) LEVELING    3  
 JM0079  NGVD 29 (??/??/92) 2181.634  (m)         7157.58   (f) ADJ UNCH    2 0
 JM0079
 JM0079.Superseded values are not recommended for survey control.
 JM0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0079.See file dsdata.txt to determine how the superseded data were derived.
 JM0079
 JM0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH4050023880(NAD 83)
 JM0079_MARKER: DB = BENCH MARK DISK
 JM0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0079_STAMPING: A 147 1934
 JM0079_MARK LOGO: CGS   
 JM0079_PROJECTION: FLUSH
 JM0079_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 JM0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0079+STABILITY: SURFACE MOTION
 JM0079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0079+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1998
 JM0079
 JM0079  HISTORY     - Date     Condition        Report By
 JM0079  HISTORY     - 1934     MONUMENTED       CGS
 JM0079  HISTORY     - 19980122 GOOD             CODOT
 JM0079
 JM0079                          STATION DESCRIPTION
 JM0079
 JM0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0079'2.3 MI E FROM NORWOOD.
 JM0079'2.3 MILES EAST OF, ALONG STATE HWY. 145.  FROM NORWOOD PUBLIC SCHOOL
 JM0079'ABOUT .3 MILE EAST OF JUNCTION OF STATE HWY. 145.  300 FEET EAST OF M.
 JM0079'G. BROWNS FARM HOUSE.  50 FEET WEST OF CENTER OF WAGON GATE.  30 FEET
 JM0079'WEST OF INTERSECTION OF FENCE WITH RIGHT-OF-WAY FENCE.  27 FEET SOUTH
 JM0079'OF CENTERLINE OF STATE HWY. 145.  4 FEET EAST OF TELEPHONE POLE NO.
 JM0079'1318.  1 FOOT NORTH OF FENCE LINE.  TABLET SET IN PRECAST CONCRETE
 JM0079'POST.
 JM0079
 JM0079                          STATION RECOVERY (1998)
 JM0079
 JM0079'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (RSC)
 JM0079'THE STATION IS LOCATED ABOUT 2 MI (3.2 KM) EAST OF NORWOOD, 1.5 MI
 JM0079'(2.4 KM) SOUTH OF THE SAN MIGUEL-MONTROSE COUNTY LINE AND 1 MI (1.6
 JM0079'KM) NORTH OF THE LITTLE TOWN OF GURLEY, IN THE NORTHWEST 1/4 OF
 JM0079'SECTION 25, T 45 N, R 13 W, AT STATE HIGHWAY 145 MILEPOST 99.3.
 JM0079'OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION RIGHT-OF-WAY TO REACH THE
 JM0079'STATION FROM WHERE STATE HIGHWAY 145 MAKES A 90 DEGREE TURN TO THE
 JM0079'NORTH IN THE WESTERN PART OF THE TOWN OF NORWOOD, GO EAST FOR 2.0 MI
 JM0079'(3.2 KM) TO THE INTERSECTION OF LONE CONE ROAD.  CONTINUE AHEAD, EAST,
 JM0079'FOR 0.25 MI (0.40 KM) TO THE STATION ON THE RIGHT JUST BEFORE BOYD
 JM0079'GARAGE AND AUTO PARTS STORE THE MARK IS A STANDARD DISK SET INTO THE
 JM0079'TOP OF A SQUARE 15 CM CONCRETE POST, FLUSH WITH THE GROUND.  IT IS
 JM0079'20.4 M (66.9 FT) SOUTHWEST FROM A POWER POLE WITH TRANSFORMER NUMBER
 JM0079'108AL, 18.7 M (61.4 FT) WEST FROM A TELEPHONE RISER BOX NUMBER
 JM0079'24513/252950, 9.2 M (30.2 FT) WEST FROM A FENCE CORNER, 8.8 M (28.9
 JM0079'FT) SOUTH FROM THE CENTER LINE OF STATE HIGHWAY 145, 0.5 M (1.6 FT)
 JM0079'EAST FROM A WITNESS POST, 0.3 M (1.0 FT) NORTH FROM THE RIGHT-OF-WAY
 JM0079'FENCE AND ABOUT THE SAME LEVEL AS THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0096 ***********************************************************************
 JM0096  DESIGNATION -  A 148
 JM0096  PID         -  JM0096
 JM0096  STATE/COUNTY-  CO/SAN MIGUEL
 JM0096  USGS QUAD   -  OAK HILL (1973)
 JM0096
 JM0096                         *CURRENT SURVEY CONTROL
 JM0096  ___________________________________________________________________
 JM0096* NAD 83(1986)-  38 06 17.     (N)    108 15 36.     (W)     SCALED    
 JM0096* NAVD 88     -      2225.692  (meters)    7302.12   (feet)  ADJUSTED  
 JM0096  ___________________________________________________________________
 JM0096  GEOID HEIGHT-         -17.61  (meters)                     GEOID03
 JM0096  DYNAMIC HT  -        2222.894 (meters)    7292.94  (feet)  COMP
 JM0096  MODELED GRAV-     979,292.5   (mgal)                       NAVD 88
 JM0096
 JM0096  VERT ORDER  -  SECOND    CLASS 0
 JM0096
 JM0096.The horizontal coordinates were scaled from a topographic map and have
 JM0096.an estimated accuracy of +/- 6 seconds.
 JM0096
 JM0096.The orthometric height was determined by differential leveling
 JM0096.and adjusted by the National Geodetic Survey in June 1991..
 JM0096
 JM0096.The geoid height was determined by GEOID03.
 JM0096
 JM0096.The dynamic height is computed by dividing the NAVD 88
 JM0096.geopotential number by the normal gravity value computed on the
 JM0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0096.degrees latitude (g = 980.6199 gals.).
 JM0096
 JM0096.The modeled gravity was interpolated from observed gravity values.
 JM0096
 JM0096;                    North         East    Units  Estimated Accuracy
 JM0096;SPC CO S     -   467,980.      672,380.      MT  (+/- 180 meters Scaled)
 JM0096
 JM0096                          SUPERSEDED SURVEY CONTROL
 JM0096
 JM0096  NGVD 29 (??/??/92) 2224.309  (m)         7297.59   (f) ADJ UNCH    2 0
 JM0096
 JM0096.Superseded values are not recommended for survey control.
 JM0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0096.See file dsdata.txt to determine how the superseded data were derived.
 JM0096
 JM0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH402209(NAD 83)
 JM0096_MARKER: DB = BENCH MARK DISK
 JM0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0096_STAMPING: A-148 1934
 JM0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0096+STABILITY: SURFACE MOTION
 JM0096
 JM0096  HISTORY     - Date     Condition        Report By
 JM0096  HISTORY     - 1934     MONUMENTED       CGS
 JM0096
 JM0096                          STATION DESCRIPTION
 JM0096
 JM0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0096'3.8 MI S FROM NORWOOD.
 JM0096'3.8 MILES SOUTH OF, ALONG STATE HWY. 147, FROM NORWOOD PUBLIC SCHOOL.
 JM0096'ABOUT 1.7 MILES SOUTH OF JUNCTION OF STATE HWY. 145 AND STATE HWY.
 JM0096'147.  700 FEET EAST OF EDWIN JOSEPHS FARM HOUSE.  70 FEET SOUTHEAST OF
 JM0096'CENTER OF WAGON GATE.  30 FEET EAST OF CENTERLINE OF STATE HWY. 147. 9
 JM0096'FEET EAST OF TELEPHONE POLE 62.  2 FEET WEST OF FENCE LINE. TABLET SET
 JM0096'IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0310 ***********************************************************************
 HL0310  DESIGNATION -  A 149
 HL0310  PID         -  HL0310
 HL0310  STATE/COUNTY-  CO/SAN MIGUEL
 HL0310  USGS QUAD   -  GRAY HEAD (1953)
 HL0310
 HL0310                         *CURRENT SURVEY CONTROL
 HL0310  ___________________________________________________________________
 HL0310* NAD 83(1986)-  37 56 48.     (N)    107 54 54.     (W)     SCALED    
 HL0310* NAVD 88     -      2443.081  (meters)    8015.34   (feet)  ADJUSTED  
 HL0310  ___________________________________________________________________
 HL0310  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 HL0310  DYNAMIC HT  -        2439.793 (meters)    8004.55  (feet)  COMP
 HL0310  MODELED GRAV-     979,196.6   (mgal)                       NAVD 88
 HL0310
 HL0310  VERT ORDER  -  SECOND    CLASS 0
 HL0310
 HL0310.The horizontal coordinates were scaled from a topographic map and have
 HL0310.an estimated accuracy of +/- 6 seconds.
 HL0310
 HL0310.The orthometric height was determined by differential leveling
 HL0310.and adjusted by the National Geodetic Survey in June 1991..
 HL0310
 HL0310.The geoid height was determined by GEOID03.
 HL0310
 HL0310.The dynamic height is computed by dividing the NAVD 88
 HL0310.geopotential number by the normal gravity value computed on the
 HL0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0310.degrees latitude (g = 980.6199 gals.).
 HL0310
 HL0310.The modeled gravity was interpolated from observed gravity values.
 HL0310
 HL0310;                    North         East    Units  Estimated Accuracy
 HL0310;SPC CO S     -   449,600.      702,170.      MT  (+/- 180 meters Scaled)
 HL0310
 HL0310                          SUPERSEDED SURVEY CONTROL
 HL0310
 HL0310  NGVD 29 (??/??/92) 2441.524  (m)         8010.23   (f) ADJ UNCH    2 0
 HL0310
 HL0310.Superseded values are not recommended for survey control.
 HL0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0310.See file dsdata.txt to determine how the superseded data were derived.
 HL0310
 HL0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC438039(NAD 83)
 HL0310_MARKER: DB = BENCH MARK DISK
 HL0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0310_STAMPING: A 149 1934
 HL0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0310+STABILITY: SURFACE MOTION
 HL0310
 HL0310  HISTORY     - Date     Condition        Report By
 HL0310  HISTORY     - 1934     MONUMENTED       CGS
 HL0310  HISTORY     - 1969     MARK NOT FOUND   NGS
 HL0310
 HL0310                          STATION DESCRIPTION
 HL0310
 HL0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0310'1.3 MI NW FROM VANCE JUNCTION.
 HL0310'1.3 MILES NORTHWEST ALONG THE ABANDONED RIO GRANDE SOUTHERN RAILROAD
 HL0310'FROM THE FORMER STATION AT VANCE JUNCTION, SAN MIGUEL COUNTY, 720 FEET
 HL0310'EAST OF THE SPUR AT BILK, 540 FEET EAST OF A DIRT-ROAD CROSSING, 90
 HL0310'FEET NORTHWEST OF THE NORTHWEST END OF TRESTLE 37 OVER SAN MIGUEL
 HL0310'RIVER, AND 18 FEET NORTHEAST OF THE CENTER-LINE OF THE OLD ROADBED. A
 HL0310'STANDARD DISK, STAMPED A 149 1934 AND SET IN THE TOP OF A CONCRETE
 HL0310'POST.
 HL0310
 HL0310                          STATION RECOVERY (1969)
 HL0310
 HL0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HL0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0005 ***********************************************************************
 LK0005  DESIGNATION -  A 15
 LK0005  PID         -  LK0005
 LK0005  STATE/COUNTY-  CO/PHILLIPS
 LK0005  USGS QUAD   -  HOLYOKE (1971)
 LK0005
 LK0005                         *CURRENT SURVEY CONTROL
 LK0005  ___________________________________________________________________
 LK0005* NAD 83(1992)-  40 35 03.98311(N)    102 18 07.39754(W)     ADJUSTED  
 LK0005* NAVD 88     -      1139.291  (meters)    3737.82   (feet)  ADJUSTED  
 LK0005  ___________________________________________________________________
 LK0005  X           -  -1,033,705.986 (meters)                     COMP
 LK0005  Y           -  -4,740,186.966 (meters)                     COMP
 LK0005  Z           -   4,128,212.953 (meters)                     COMP
 LK0005  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 LK0005  ELLIP HEIGHT-        1118.28  (meters)          (12/03/02) GPS OBS
 LK0005  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 LK0005  DYNAMIC HT  -        1138.480 (meters)    3735.16  (feet)  COMP
 LK0005  MODELED GRAV-     979,873.4   (mgal)                       NAVD 88
 LK0005
 LK0005  HORZ ORDER  -  FIRST
 LK0005  VERT ORDER  -  FIRST     CLASS II
 LK0005  ELLP ORDER  -  FOURTH    CLASS II
 LK0005
 LK0005.The horizontal coordinates were established by GPS observations
 LK0005.and adjusted by the National Geodetic Survey in November 1999..
 LK0005
 LK0005.The orthometric height was determined by differential leveling
 LK0005.and adjusted by the National Geodetic Survey in June 1991..
 LK0005
 LK0005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0005
 LK0005.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0005
 LK0005.The ellipsoidal height was determined by GPS observations
 LK0005.and is referenced to NAD 83.
 LK0005
 LK0005.The geoid height was determined by GEOID03.
 LK0005
 LK0005.The dynamic height is computed by dividing the NAVD 88
 LK0005.geopotential number by the normal gravity value computed on the
 LK0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0005.degrees latitude (g = 980.6199 gals.).
 LK0005
 LK0005.The modeled gravity was interpolated from observed gravity values.
 LK0005
 LK0005;                    North         East     Units Scale Factor Converg.
 LK0005;SPC CO N     -   448,595.642 1,185,078.518   MT  0.99997377   +2 03 58.7
 LK0005;SPC CO N     - 1,471,767.54  3,888,045.10   sFT  0.99997377   +2 03 58.7
 LK0005;UTM  13      - 4,496,126.382   728,333.532   MT  1.00024179   +1 45 21.4
 LK0005
 LK0005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0005!SPC CO N     -   0.99982461  x   0.99997377  =   0.99979838
 LK0005!UTM  13      -   0.99982461  x   1.00024179  =   1.00006636
 LK0005
 LK0005                          SUPERSEDED SURVEY CONTROL
 LK0005
 LK0005  ELLIP H (11/30/99) 1118.30   (m)                       GP(       ) 4 1
 LK0005  NAVD 88 (11/30/99) 1139.29   (m)         3737.8    (f) LEVELING    3  
 LK0005  NGVD 29 (??/??/92) 1138.820  (m)         3736.28   (f) ADJ UNCH    1 2
 LK0005
 LK0005.Superseded values are not recommended for survey control.
 LK0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0005.See file dsdata.txt to determine how the superseded data were derived.
 LK0005
 LK0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE2833496126(NAD 83)
 LK0005_MARKER: DB = BENCH MARK DISK
 LK0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0005_STAMPING: A 15 1926 3736.279
 LK0005_MARK LOGO: CGS   
 LK0005_PROJECTION: PROJECTING 5 CENTIMETERS
 LK0005_MAGNETIC: N = NO MAGNETIC MATERIAL
 LK0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0005+STABILITY: SURFACE MOTION
 LK0005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0005+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2004
 LK0005
 LK0005  HISTORY     - Date     Condition        Report By
 LK0005  HISTORY     - 1926     MONUMENTED       CGS
 LK0005  HISTORY     - 1942     GOOD             NGS
 LK0005  HISTORY     - 19990222 GOOD             NGS
 LK0005  HISTORY     - 20040420 GOOD             MSAM
 LK0005
 LK0005                          STATION DESCRIPTION
 LK0005
 LK0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LK0005'AT HOLYOKE.
 LK0005'AT HOLYOKE, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
 LK0005'INTEROCEAN AVENUE AND EMERSON STREET, AT THE NORTHWEST CORNER OF
 LK0005'THE COURTHOUSE YARD, 16.4 FEET SOUTH OF THE OUTSIDE EDGE OF THE
 LK0005'EAST-AND-WEST SIDEWALK, AND 2.4 FEET EAST OF THE INSIDE EDGE OF
 LK0005'THE NORTH-AND-SOUTH SIDEWALK.  A STANDARD DISK, STAMPED 3736.279
 LK0005'A 15 1926 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 LK0005'INCHES ABOVE GROUND
 LK0005
 LK0005                          STATION RECOVERY (1999)
 LK0005
 LK0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 LK0005'THE STATION IS LOCATED IN THE TOWN OF HOLYOKE, IN THE NORTHWEST 1/4 OF
 LK0005'SECTION 17, T 7 N, R 44 W, AT U.  S.  HIGHWAY 385 MILEPOST 279.35.
 LK0005'OWNERSHIP--PHILLIPS COUNTY PROPERTY
 LK0005'TO REACH THE STATION, GO TO THE SOUTHEAST CORNER OF THE INTERSECTION
 LK0005'OF INTEROCEAN AVENUE AND EMERSON STREET IN HOLYOKE, AT THE NORTHWEST
 LK0005'CORNER OF THE PHILLIPS COUNTY COURTHOUSE YARD
 LK0005'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A SQUARE 30 CM
 LK0005'CONCRETE POST PROJECTING 5 CM ABOVE THE GROUND.  IT IS 16.0 M (52.5
 LK0005'FT) EAST FROM THE CENTER LINE OF SOUTH INTEROCEAN AVENUE, 12.2 M (40.0
 LK0005'FT) SOUTH FROM THE CENTER OF EAST EMERSON STREET, 5.2 M (17.1 FT)
 LK0005'SOUTH FROM A TELEPHONE POLE AND 3.9 M (12.8 FT) NORTHWEST FROM THE
 LK0005'NORTHERN MOST ONE OF THREE LEGS OF THE HOLYOKE ACTIVITIES SIGN.
 LK0005
 LK0005                          STATION RECOVERY (2004)
 LK0005
 LK0005'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 LK0005'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC.  2004 (DJK)
 LK0005' 
 LK0005'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0031 ***********************************************************************
 HM0031  DESIGNATION -  A 150
 HM0031  PID         -  HM0031
 HM0031  STATE/COUNTY-  CO/MONTEZUMA
 HM0031  USGS QUAD   -  WALLACE RANCH (1971)
 HM0031
 HM0031                         *CURRENT SURVEY CONTROL
 HM0031  ___________________________________________________________________
 HM0031* NAD 83(1986)-  37 34 38.     (N)    108 14 01.     (W)     SCALED    
 HM0031* NAVD 88     -      2362.587  (meters)    7751.25   (feet)  ADJUSTED  
 HM0031  ___________________________________________________________________
 HM0031  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 HM0031  DYNAMIC HT  -        2359.455 (meters)    7740.98  (feet)  COMP
 HM0031  MODELED GRAV-     979,219.8   (mgal)                       NAVD 88
 HM0031
 HM0031  VERT ORDER  -  SECOND    CLASS 0
 HM0031
 HM0031.The horizontal coordinates were scaled from a topographic map and have
 HM0031.an estimated accuracy of +/- 6 seconds.
 HM0031
 HM0031.The orthometric height was determined by differential leveling
 HM0031.and adjusted by the National Geodetic Survey in June 1991..
 HM0031
 HM0031.The geoid height was determined by GEOID03.
 HM0031
 HM0031.The dynamic height is computed by dividing the NAVD 88
 HM0031.geopotential number by the normal gravity value computed on the
 HM0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0031.degrees latitude (g = 980.6199 gals.).
 HM0031
 HM0031.The modeled gravity was interpolated from observed gravity values.
 HM0031
 HM0031;                    North         East    Units  Estimated Accuracy
 HM0031;SPC CO S     -   409,390.      672,980.      MT  (+/- 180 meters Scaled)
 HM0031
 HM0031                          SUPERSEDED SURVEY CONTROL
 HM0031
 HM0031  NGVD 29 (??/??/92) 2361.224  (m)         7746.78   (f) ADJ UNCH    2 0
 HM0031
 HM0031.Superseded values are not recommended for survey control.
 HM0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0031.See file dsdata.txt to determine how the superseded data were derived.
 HM0031
 HM0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG442625(NAD 83)
 HM0031_MARKER: DB = BENCH MARK DISK
 HM0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0031_STAMPING: A 150 1934
 HM0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0031+STABILITY: SURFACE MOTION
 HM0031
 HM0031  HISTORY     - Date     Condition        Report By
 HM0031  HISTORY     - 1934     MONUMENTED       CGS
 HM0031  HISTORY     - 1963     MARK NOT FOUND   NGS
 HM0031
 HM0031                          STATION DESCRIPTION
 HM0031
 HM0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0031'15.7 MI SW FROM RICO.
 HM0031'IN MONTEZUMA COUNTY, 15.7 MILES SOUTHWEST ALONG THE ABANDONED RIO
 HM0031'GRANDE SOUTHERN RAILROAD FROM THE FORMER STATION AT RICO, DOLORES
 HM0031'COUNTY, 0.3 MILE WEST OF THE PUBLIC SCHOOL AT BEAR CREEK, MONTEZUMA
 HM0031'COUNTY, 70 FEET NORTHWEST OF THE NORTHWEST END OF A WOODEN ROAD BRIDGE
 HM0031'OVER DOLORES RIVER, 60 FEET NORTHWEST OF A DIRT-ROAD CROSSING, 16 FEET
 HM0031'NORTH OF THE CENTER-LINE OF THE OLD ROADBED, AND 7 FEET NORTHWEST OF A
 HM0031'POLE.  A STANDARD DISK, STAMPED A 150 1934 AND SET IN THE TOP OF A
 HM0031'CONCRETE POST.
 HM0031
 HM0031                          STATION RECOVERY (1963)
 HM0031
 HM0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HM0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0103 ***********************************************************************
 LN0103  DESIGNATION -  A 151
 LN0103  PID         -  LN0103
 LN0103  STATE/COUNTY-  CO/RIO BLANCO
 LN0103  USGS QUAD   -  DIVIDE CREEK (1962)
 LN0103
 LN0103                         *CURRENT SURVEY CONTROL
 LN0103  ___________________________________________________________________
 LN0103* NAD 83(1986)-  40 11 02.     (N)    108 30 20.     (W)     SCALED    
 LN0103* NAVD 88     -      1700.473  (meters)    5578.97   (feet)  ADJUSTED  
 LN0103  ___________________________________________________________________
 LN0103  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 LN0103  DYNAMIC HT  -        1698.860 (meters)    5573.68  (feet)  COMP
 LN0103  MODELED GRAV-     979,617.5   (mgal)                       NAVD 88
 LN0103
 LN0103  VERT ORDER  -  SECOND    CLASS 0
 LN0103
 LN0103.The horizontal coordinates were scaled from a topographic map and have
 LN0103.an estimated accuracy of +/- 6 seconds.
 LN0103
 LN0103.The orthometric height was determined by differential leveling
 LN0103.and adjusted by the National Geodetic Survey in June 1991..
 LN0103
 LN0103.The geoid height was determined by GEOID03.
 LN0103
 LN0103.The dynamic height is computed by dividing the NAVD 88
 LN0103.geopotential number by the normal gravity value computed on the
 LN0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0103.degrees latitude (g = 980.6199 gals.).
 LN0103
 LN0103.The modeled gravity was interpolated from observed gravity values.
 LN0103
 LN0103;                    North         East    Units  Estimated Accuracy
 LN0103;SPC CO N     -   403,580.      658,500.      MT  (+/- 180 meters Scaled)
 LN0103
 LN0103                          SUPERSEDED SURVEY CONTROL
 LN0103
 LN0103  NGVD 29 (??/??/92) 1699.226  (m)         5574.88   (f) ADJ UNCH    2 0
 LN0103
 LN0103.Superseded values are not recommended for survey control.
 LN0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0103.See file dsdata.txt to determine how the superseded data were derived.
 LN0103
 LN0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK123511(NAD 83)
 LN0103_MARKER: DB = BENCH MARK DISK
 LN0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0103_STAMPING: A-151 1934
 LN0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0103+STABILITY: SURFACE MOTION
 LN0103
 LN0103  HISTORY     - Date     Condition        Report By
 LN0103  HISTORY     - 1934     MONUMENTED       CGS
 LN0103  HISTORY     - 1968     GOOD             NGS
 LN0103
 LN0103                          STATION DESCRIPTION
 LN0103
 LN0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0103'1.2 MI W FROM ANGORA JCT.
 LN0103'1.2 MILE WEST OF ANGORA JCT., ALONG STATE HWY. 64.  SUMMIT OF FIRST
 LN0103'RISE ON TOP OF STADTMAN MESA.  150 FEET NORTH OF CENTERLINE OF STATE
 LN0103'HWY. 64.  25 FEET NORTH OF CENTERLINE OF DIRT ROAD LEADING NORTHEAST
 LN0103'ACROSS SPRING CREEK.  20 FEET WEST OF SOUTHEAST FENCE CORNER.  2 FEET
 LN0103'SOUTH OF FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 LN0103
 LN0103                          STATION RECOVERY (1968)
 LN0103
 LN0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LN0103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0124 ***********************************************************************
 LN0124  DESIGNATION -  A 152
 LN0124  PID         -  LN0124
 LN0124  STATE/COUNTY-  CO/RIO BLANCO
 LN0124  USGS QUAD   -  RANGELY (1972)
 LN0124
 LN0124                         *CURRENT SURVEY CONTROL
 LN0124  ___________________________________________________________________
 LN0124* NAD 83(1986)-  40 01 50.     (N)    108 46 16.     (W)     SCALED    
 LN0124* NAVD 88     -      1651.994  (meters)    5419.92   (feet)  ADJUSTED  
 LN0124  ___________________________________________________________________
 LN0124  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 LN0124  DYNAMIC HT  -        1650.443 (meters)    5414.83  (feet)  COMP
 LN0124  MODELED GRAV-     979,629.1   (mgal)                       NAVD 88
 LN0124
 LN0124  VERT ORDER  -  SECOND    CLASS 0
 LN0124
 LN0124.The horizontal coordinates were scaled from a topographic map and have
 LN0124.an estimated accuracy of +/- 6 seconds.
 LN0124
 LN0124.The orthometric height was determined by differential leveling
 LN0124.and adjusted by the National Geodetic Survey in June 1991..
 LN0124
 LN0124.The geoid height was determined by GEOID03.
 LN0124
 LN0124.The dynamic height is computed by dividing the NAVD 88
 LN0124.geopotential number by the normal gravity value computed on the
 LN0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0124.degrees latitude (g = 980.6199 gals.).
 LN0124
 LN0124.The modeled gravity was interpolated from observed gravity values.
 LN0124
 LN0124;                    North         East    Units  Estimated Accuracy
 LN0124;SPC CO N     -   387,360.      635,270.      MT  (+/- 180 meters Scaled)
 LN0124
 LN0124                          SUPERSEDED SURVEY CONTROL
 LN0124
 LN0124  NGVD 29 (??/??/92) 1650.782  (m)         5415.94   (f) ADJ UNCH    2 0
 LN0124
 LN0124.Superseded values are not recommended for survey control.
 LN0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0124.See file dsdata.txt to determine how the superseded data were derived.
 LN0124
 LN0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK901335(NAD 83)
 LN0124_MARKER: DB = BENCH MARK DISK
 LN0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0124_STAMPING: A-152 1934
 LN0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0124+STABILITY: SURFACE MOTION
 LN0124
 LN0124  HISTORY     - Date     Condition        Report By
 LN0124  HISTORY     - 1934     MONUMENTED       CGS
 LN0124  HISTORY     - 1962     MARK NOT FOUND   USGS
 LN0124  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0124
 LN0124                          STATION DESCRIPTION
 LN0124
 LN0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0124'5.2 MI S FROM RANGELY.
 LN0124'5.2 MILES SOUTH OF RANGELY SCHOOL ALONG STATE HWY. 139.  ABOUT 0.3
 LN0124'MILE SOUTH OF POINT WHERE HIGHWAY MAKES SHARP TURN AROUND ROCKY CLIFF.
 LN0124'185 FEET SOUTH OF SOUTH END OF WOODEN HIGHWAY BRIDGE OVER DEEP CUT
 LN0124'WASH.  36 FEET EAST OF CENTERLINE OF STATE HWY. 139.  35 FEET WEST OF
 LN0124'EDGE OF STEEP BLUFF.  TABLET SET IN PRECAST CONCRETE POST.
 LN0124
 LN0124                          STATION RECOVERY (1962)
 LN0124
 LN0124'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LN0124'MARK NOT FOUND.
 LN0124
 LN0124                          STATION RECOVERY (1984)
 LN0124
 LN0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0124'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0050 ***********************************************************************
 KM0050  DESIGNATION -  A 153
 KM0050  PID         -  KM0050
 KM0050  STATE/COUNTY-  CO/GARFIELD
 KM0050  USGS QUAD   -  HOWARD CANYON (1968)
 KM0050
 KM0050                         *CURRENT SURVEY CONTROL
 KM0050  ___________________________________________________________________
 KM0050* NAD 83(1986)-  39 26 57.     (N)    108 46 43.     (W)     SCALED    
 KM0050* NAVD 88     -      1666.307  (meters)    5466.88   (feet)  ADJUSTED  
 KM0050  ___________________________________________________________________
 KM0050  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 KM0050  DYNAMIC HT  -        1664.675 (meters)    5461.52  (feet)  COMP
 KM0050  MODELED GRAV-     979,588.8   (mgal)                       NAVD 88
 KM0050
 KM0050  VERT ORDER  -  SECOND    CLASS 0
 KM0050
 KM0050.The horizontal coordinates were scaled from a topographic map and have
 KM0050.an estimated accuracy of +/- 6 seconds.
 KM0050
 KM0050.The orthometric height was determined by differential leveling
 KM0050.and adjusted by the National Geodetic Survey in June 1991..
 KM0050
 KM0050.The geoid height was determined by GEOID03.
 KM0050
 KM0050.The dynamic height is computed by dividing the NAVD 88
 KM0050.geopotential number by the normal gravity value computed on the
 KM0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0050.degrees latitude (g = 980.6199 gals.).
 KM0050
 KM0050.The modeled gravity was interpolated from observed gravity values.
 KM0050
 KM0050;                    North         East    Units  Estimated Accuracy
 KM0050;SPC CO C     -   489,260.      632,270.      MT  (+/- 180 meters Scaled)
 KM0050
 KM0050                          SUPERSEDED SURVEY CONTROL
 KM0050
 KM0050  NGVD 29 (??/??/92) 1665.142  (m)         5463.05   (f) ADJ UNCH    2 0
 KM0050
 KM0050.Superseded values are not recommended for survey control.
 KM0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0050.See file dsdata.txt to determine how the superseded data were derived.
 KM0050
 KM0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ911689(NAD 83)
 KM0050_MARKER: DB = BENCH MARK DISK
 KM0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KM0050_STAMPING: A-153 1934
 KM0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0050+STABILITY: SURFACE MOTION
 KM0050
 KM0050  HISTORY     - Date     Condition        Report By
 KM0050  HISTORY     - 1934     MONUMENTED       CGS
 KM0050  HISTORY     - 1968     MARK NOT FOUND   USGS
 KM0050  HISTORY     - 1984     MARK NOT FOUND   NGS
 KM0050
 KM0050                          STATION DESCRIPTION
 KM0050
 KM0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KM0050'15.0 MI S FROM DOUGLAS PASS.
 KM0050'15.0 MILES SOUTH OF DOUGLAS PASS B.M., ALONG STATE HWY. 139.  ABOUT
 KM0050'0.7 MILE NORTH OF LARGE CONCRETE GATE AND EARTH DAM ACROSS WASH.  0.4
 KM0050'MILE NORTH OF ROAD LEADING WEST UP NARROW CANYON.  57 FEET EAST OF
 KM0050'CENTERLINE OF STATE HIGHWAY 139.  42 FEET SOUTHWEST OF SOUTHWEST
 KM0050'CORNER OF FENCE AROUND SMALL HAY FIELD.  TABLET SET IN PRECAST
 KM0050'CONCRETE POST.
 KM0050
 KM0050                          STATION RECOVERY (1968)
 KM0050
 KM0050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KM0050'MARK NOT FOUND.
 KM0050
 KM0050                          STATION RECOVERY (1984)
 KM0050
 KM0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KM0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0454 ***********************************************************************
 LM0454  DESIGNATION -  A 155
 LM0454  PID         -  LM0454
 LM0454  STATE/COUNTY-  CO/MOFFAT
 LM0454  USGS QUAD   -  NINEMILE GAP (1966)
 LM0454
 LM0454                         *CURRENT SURVEY CONTROL
 LM0454  ___________________________________________________________________
 LM0454* NAD 83(1986)-  40 13 58.     (N)    107 47 45.     (W)     SCALED    
 LM0454* NAVD 88     -      2051.747  (meters)    6731.44   (feet)  ADJUSTED  
 LM0454  ___________________________________________________________________
 LM0454  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 LM0454  DYNAMIC HT  -        2049.710 (meters)    6724.76  (feet)  COMP
 LM0454  MODELED GRAV-     979,559.2   (mgal)                       NAVD 88
 LM0454
 LM0454  VERT ORDER  -  SECOND    CLASS 0
 LM0454
 LM0454.The horizontal coordinates were scaled from a topographic map and have
 LM0454.an estimated accuracy of +/- 6 seconds.
 LM0454
 LM0454.The orthometric height was determined by differential leveling
 LM0454.and adjusted by the National Geodetic Survey in June 1991..
 LM0454
 LM0454.The geoid height was determined by GEOID03.
 LM0454
 LM0454.The dynamic height is computed by dividing the NAVD 88
 LM0454.geopotential number by the normal gravity value computed on the
 LM0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0454.degrees latitude (g = 980.6199 gals.).
 LM0454
 LM0454.The modeled gravity was interpolated from observed gravity values.
 LM0454
 LM0454;                    North         East    Units  Estimated Accuracy
 LM0454;SPC CO N     -   407,200.      719,050.      MT  (+/- 180 meters Scaled)
 LM0454
 LM0454                          SUPERSEDED SURVEY CONTROL
 LM0454
 LM0454  NGVD 29 (??/??/92) 2050.473  (m)         6727.26   (f) ADJ UNCH    2 0
 LM0454
 LM0454.Superseded values are not recommended for survey control.
 LM0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0454.See file dsdata.txt to determine how the superseded data were derived.
 LM0454
 LM0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE621573(NAD 83)
 LM0454_MARKER: DB = BENCH MARK DISK
 LM0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0454_STAMPING: A 155 1934
 LM0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0454+STABILITY: SURFACE MOTION
 LM0454
 LM0454  HISTORY     - Date     Condition        Report By
 LM0454  HISTORY     - 1934     MONUMENTED       CGS
 LM0454  HISTORY     - 1966     MARK NOT FOUND   USGS
 LM0454
 LM0454                          STATION DESCRIPTION
 LM0454
 LM0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LM0454'4.5 MI SW FROM AXIAL.
 LM0454'4.5 MILES SOUTHWEST ALONG STATE HIGHWAY 13 FROM THE SCHOOL AT AXIAL,
 LM0454'MOFFAT COUNTY, ON THE SUMMIT OF A SMALL HILL, AT THE MOUTH OF A SMALL
 LM0454'CANYON WITH LARGE BOULDERS ON THE NORTH SIDE, 30 FEET NORTH OF POLE
 LM0454'2022, 20 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND 6 FEET WEST
 LM0454'OF A FENCE.  A STANDARD DISK STAMPED A 155 1934 AND SET IN THE TOP OF
 LM0454'A CONCRETE POST.
 LM0454
 LM0454                          STATION RECOVERY (1966)
 LM0454
 LM0454'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LM0454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0516 ***********************************************************************
 KL0516  DESIGNATION -  A 157
 KL0516  PID         -  KL0516
 KL0516  STATE/COUNTY-  CO/GUNNISON
 KL0516  USGS QUAD   -  CHAIR MOUNTAIN (1978)
 KL0516
 KL0516                         *CURRENT SURVEY CONTROL
 KL0516  ___________________________________________________________________
 KL0516* NAD 83(1986)-  39 01 31.     (N)    107 21 45.     (W)     SCALED    
 KL0516* NAVD 88     -      2041.885  (meters)    6699.08   (feet)  ADJUSTED  
 KL0516  ___________________________________________________________________
 KL0516  GEOID HEIGHT-         -15.10  (meters)                     GEOID03
 KL0516  DYNAMIC HT  -        2039.493 (meters)    6691.24  (feet)  COMP
 KL0516  MODELED GRAV-     979,384.8   (mgal)                       NAVD 88
 KL0516
 KL0516  VERT ORDER  -  SECOND    CLASS 0
 KL0516
 KL0516.The horizontal coordinates were scaled from a topographic map and have
 KL0516.an estimated accuracy of +/- 6 seconds.
 KL0516
 KL0516.The orthometric height was determined by differential leveling
 KL0516.and adjusted by the National Geodetic Survey in June 1991..
 KL0516
 KL0516.The geoid height was determined by GEOID03.
 KL0516
 KL0516.The dynamic height is computed by dividing the NAVD 88
 KL0516.geopotential number by the normal gravity value computed on the
 KL0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0516.degrees latitude (g = 980.6199 gals.).
 KL0516
 KL0516.The modeled gravity was interpolated from observed gravity values.
 KL0516
 KL0516;                    North         East    Units  Estimated Accuracy
 KL0516;SPC CO C     -   438,770.      753,140.      MT  (+/- 180 meters Scaled)
 KL0516
 KL0516                          SUPERSEDED SURVEY CONTROL
 KL0516
 KL0516  NGVD 29 (??/??/92) 2040.372  (m)         6694.12   (f) ADJ UNCH    2 0
 KL0516
 KL0516.Superseded values are not recommended for survey control.
 KL0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0516.See file dsdata.txt to determine how the superseded data were derived.
 KL0516
 KL0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD954222(NAD 83)
 KL0516_MARKER: DB = BENCH MARK DISK
 KL0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0516_STAMPING: A 157 1934
 KL0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0516+STABILITY: SURFACE MOTION
 KL0516
 KL0516  HISTORY     - Date     Condition        Report By
 KL0516  HISTORY     - 1934     MONUMENTED       CGS
 KL0516  HISTORY     - 1963     GOOD             USGS
 KL0516
 KL0516                          STATION DESCRIPTION
 KL0516
 KL0516'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 KL0516'5.8 MI S FROM RAGGED MOUNTAIN.
 KL0516'5.8 MILES SOUTH ALONG STATE HIGHWAY 133 FROM RAGGED MOUNTAIN JUNCTION
 KL0516'OF STATE HIGHWAYS 133 AND 135, 6.8 MILES NORTH ALONG STATE HIGHWAY
 KL0516'133, 0.5 MILES NORTHWEST OF THE ABANDONED SPRING CREEK SCHOOL, AT THE
 KL0516'NORTHWEST END OF A COTTONWOOD GROVE, 27.5 FT NORTHEAST OF CENTERLINE
 KL0516'OF AN OLD ROAD GRADE, 42 FT SOUTHWEST OF CENTERLINE OF HIGHWAY, AND
 KL0516'5.5 FT LOWER THAN HIGHWAY.  A STANDARD DISK SET IN TOP OF A CONCRETE
 KL0516'POST, STAMPED A 157 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0274 ***********************************************************************
 KL0274  DESIGNATION -  A 159
 KL0274  PID         -  KL0274
 KL0274  STATE/COUNTY-  CO/LAKE
 KL0274  USGS QUAD   -  INDEPENDENCE PASS (1994)
 KL0274
 KL0274                         *CURRENT SURVEY CONTROL
 KL0274  ___________________________________________________________________
 KL0274* NAD 83(1986)-  39 04 07.     (N)    106 30 31.     (W)     SCALED    
 KL0274* NAVD 88     -      3102.636  (meters)   10179.23   (feet)  ADJUSTED  
 KL0274  ___________________________________________________________________
 KL0274  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 KL0274  DYNAMIC HT  -        3098.299 (meters)   10165.00  (feet)  COMP
 KL0274  MODELED GRAV-     979,117.6   (mgal)                       NAVD 88
 KL0274
 KL0274  VERT ORDER  -  SECOND    CLASS 0
 KL0274
 KL0274.The horizontal coordinates were scaled from a topographic map and have
 KL0274.an estimated accuracy of +/- 6 seconds.
 KL0274
 KL0274.The orthometric height was determined by differential leveling
 KL0274.and adjusted by the National Geodetic Survey in June 1991..
 KL0274
 KL0274.The geoid height was determined by GEOID03.
 KL0274
 KL0274.The dynamic height is computed by dividing the NAVD 88
 KL0274.geopotential number by the normal gravity value computed on the
 KL0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0274.degrees latitude (g = 980.6199 gals.).
 KL0274
 KL0274.The modeled gravity was interpolated from observed gravity values.
 KL0274
 KL0274;                    North         East    Units  Estimated Accuracy
 KL0274;SPC CO C     -   442,410.      827,120.      MT  (+/- 180 meters Scaled)
 KL0274
 KL0274                          SUPERSEDED SURVEY CONTROL
 KL0274
 KL0274  NGVD 29 (??/??/92) 3100.689  (m)        10172.84   (f) ADJ UNCH    2 0
 KL0274
 KL0274.Superseded values are not recommended for survey control.
 KL0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0274.See file dsdata.txt to determine how the superseded data were derived.
 KL0274
 KL0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD694254(NAD 83)
 KL0274_MARKER: DB = BENCH MARK DISK
 KL0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0274_STAMPING: A 159 1934
 KL0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0274+STABILITY: SURFACE MOTION
 KL0274
 KL0274  HISTORY     - Date     Condition        Report By
 KL0274  HISTORY     - 1934     MONUMENTED       CGS
 KL0274  HISTORY     - 1959     MARK NOT FOUND   USGS
 KL0274
 KL0274                          STATION DESCRIPTION
 KL0274
 KL0274'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 KL0274'8.9 MI W FROM TWIN LAKES.
 KL0274'8.9 MILES WEST ALONG STATE HIGHWAY 82 FROM THE POST OFFICE AT TWIN
 KL0274'LAKES, LAKE COUNTY, AT THE FORMER TOWN OF EVERETT, 0.5 MILE WEST OF A
 KL0274'TWO-STORY LOG HOUSE WITH A LARGE STONE CHIMNEY ON THE NORTH SIDE, 155
 KL0274'FEET SOUTH OF POLE 1024, 17 FEET WEST OF A TRAIL LEADING TO LAKE
 KL0274'CREEK, IN THE CENTER OF CAMP GROUND, 100 FEET SOUTH OF THE CENTERLINE
 KL0274'OF THE HIGHWAY, AND 24 FEET SOUTH OF THREE 1.2-FOOT PINE TREES.  A
 KL0274'STANDARD DISK, STAMPED A 159 1934 AND SET IN THE TOP OF A CONCRETE
 KL0274'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0133 ***********************************************************************
 LK0133  DESIGNATION -  A 16
 LK0133  PID         -  LK0133
 LK0133  STATE/COUNTY-  CO/SEDGWICK
 LK0133  USGS QUAD   -  SEDGWICK (1953)
 LK0133
 LK0133                         *CURRENT SURVEY CONTROL
 LK0133  ___________________________________________________________________
 LK0133* NAD 83(1986)-  40 55 32.     (N)    102 33 19.     (W)     SCALED    
 LK0133* NAVD 88     -      1095.903  (meters)    3595.48   (feet)  ADJUSTED  
 LK0133  ___________________________________________________________________
 LK0133  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 LK0133  DYNAMIC HT  -        1095.175 (meters)    3593.09  (feet)  COMP
 LK0133  MODELED GRAV-     979,922.2   (mgal)                       NAVD 88
 LK0133
 LK0133  VERT ORDER  -  FIRST     CLASS II
 LK0133
 LK0133.The horizontal coordinates were scaled from a topographic map and have
 LK0133.an estimated accuracy of +/- 6 seconds.
 LK0133
 LK0133.The orthometric height was determined by differential leveling
 LK0133.and adjusted by the National Geodetic Survey in June 1991..
 LK0133
 LK0133.The geoid height was determined by GEOID03.
 LK0133
 LK0133.The dynamic height is computed by dividing the NAVD 88
 LK0133.geopotential number by the normal gravity value computed on the
 LK0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0133.degrees latitude (g = 980.6199 gals.).
 LK0133
 LK0133.The modeled gravity was interpolated from observed gravity values.
 LK0133
 LK0133;                    North         East    Units  Estimated Accuracy
 LK0133;SPC CO N     -   485,710.    1,162,400.      MT  (+/- 180 meters Scaled)
 LK0133
 LK0133                          SUPERSEDED SURVEY CONTROL
 LK0133
 LK0133  NGVD 29 (??/??/92) 1095.427  (m)         3593.91   (f) ADJ UNCH    1 2
 LK0133
 LK0133.Superseded values are not recommended for survey control.
 LK0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0133.See file dsdata.txt to determine how the superseded data were derived.
 LK0133
 LK0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF058333(NAD 83)
 LK0133_MARKER: DB = BENCH MARK DISK
 LK0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0133_STAMPING: 3593.913 A 16 1926
 LK0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0133+STABILITY: SURFACE MOTION
 LK0133
 LK0133  HISTORY     - Date     Condition        Report By
 LK0133  HISTORY     - 1926     MONUMENTED       CGS
 LK0133  HISTORY     - 1942     MARK NOT FOUND   NGS
 LK0133
 LK0133                          STATION DESCRIPTION
 LK0133
 LK0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LK0133'1.5 MI SW FROM SEDGWICK.
 LK0133'ABOUT 1-1/2 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 LK0133'SEDGWICK, 1-1/2 POLES EAST OF SEMAPHORE 165, AT A SECTION-LINE ROAD
 LK0133'CROSSING, 81.4 FEET SOUTH OF THE ROAD, 45.2 FEET NORTH OF THE NORTH
 LK0133'RAIL, AND 1.7 FEET SOUTH OF AN EAST-AND WEST FENCE.  A STANDARD DISK,
 LK0133'STAMPED 3593.913 A 16 1926 AND SET IN THE TOP OF A CONCRETE POST
 LK0133'PROJECTING ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0086 ***********************************************************************
 HL0086  DESIGNATION -  A 162
 HL0086  PID         -  HL0086
 HL0086  STATE/COUNTY-  CO/MINERAL
 HL0086  USGS QUAD   -  WOLF CREEK PASS (1984)
 HL0086
 HL0086                         *CURRENT SURVEY CONTROL
 HL0086  ___________________________________________________________________
 HL0086* NAD 83(1986)-  37 28 40.     (N)    106 47 19.     (W)     SCALED    
 HL0086* NAVD 88     -      3255.135  (meters)   10679.56   (feet)  ADJUSTED  
 HL0086  ___________________________________________________________________
 HL0086  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 HL0086  DYNAMIC HT  -        3250.240 (meters)   10663.50  (feet)  COMP
 HL0086  MODELED GRAV-     979,007.3   (mgal)                       NAVD 88
 HL0086
 HL0086  VERT ORDER  -  SECOND    CLASS 0
 HL0086
 HL0086.The horizontal coordinates were scaled from a topographic map and have
 HL0086.an estimated accuracy of +/- 6 seconds.
 HL0086
 HL0086.The orthometric height was determined by differential leveling
 HL0086.and adjusted by the National Geodetic Survey in June 1991..
 HL0086
 HL0086.The geoid height was determined by GEOID03.
 HL0086
 HL0086.The dynamic height is computed by dividing the NAVD 88
 HL0086.geopotential number by the normal gravity value computed on the
 HL0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0086.degrees latitude (g = 980.6199 gals.).
 HL0086
 HL0086.The modeled gravity was interpolated from observed gravity values.
 HL0086
 HL0086;                    North         East    Units  Estimated Accuracy
 HL0086;SPC CO S     -   395,610.      800,430.      MT  (+/- 180 meters Scaled)
 HL0086
 HL0086                          SUPERSEDED SURVEY CONTROL
 HL0086
 HL0086  NGVD 29 (??/??/92) 3253.354  (m)        10673.71   (f) ADJ UNCH    2 0
 HL0086
 HL0086.Superseded values are not recommended for survey control.
 HL0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0086.See file dsdata.txt to determine how the superseded data were derived.
 HL0086
 HL0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB418493(NAD 83)
 HL0086_MARKER: DB = BENCH MARK DISK
 HL0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0086_STAMPING: A 162 1934
 HL0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0086+STABILITY: SURFACE MOTION
 HL0086
 HL0086  HISTORY     - Date     Condition        Report By
 HL0086  HISTORY     - 1934     MONUMENTED       CGS
 HL0086
 HL0086                          STATION DESCRIPTION
 HL0086
 HL0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0086'20.2 MI SW FROM SOUTH FORK.
 HL0086'IN MINERAL COUNTY, ABOUT 20.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 160
 HL0086'FROM SOUTH FORK, RIO GRANDE COUNTY, ABOUT 0.3 MILE NORTH OF A HIGHWAY
 HL0086'CONSTRUCTION CAMP, ABOUT 300 FEET EAST OF THE NEW HIGHWAY UNDER
 HL0086'CONSTRUCTION, AT A HORSESHOE CURVE, 31.6 FEET SOUTH OF THE SOUTHEAST
 HL0086'END OF A WOODEN CULVERT, 24.2 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HL0086'HIGHWAY, 27.5 FEET NORTH OF A 12-INCH SPRUCE TREE, AND 23.7 FEET WEST
 HL0086'OF AN 18-INCH SPRUCE TREE.  A STANDARD DISK, STAMPED A 162 1934 AND
 HL0086'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0348 ***********************************************************************
 HK0348  DESIGNATION -  A 163
 HK0348  PID         -  HK0348
 HK0348  STATE/COUNTY-  CO/ALAMOSA
 HK0348  USGS QUAD   -  ALAMOSA WEST (1966)
 HK0348
 HK0348                         *CURRENT SURVEY CONTROL
 HK0348  ___________________________________________________________________
 HK0348* NAD 83(1986)-  37 28 15.     (N)    105 53 10.     (W)     SCALED    
 HK0348* NAVD 88     -      2300.292  (meters)    7546.87   (feet)  POSTED    
 HK0348  ___________________________________________________________________
 HK0348  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 HK0348  DYNAMIC HT  -        2297.280 (meters)    7536.99  (feet)  COMP
 HK0348  MODELED GRAV-     979,236.9   (mgal)                       NAVD 88
 HK0348
 HK0348  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 HK0348
 HK0348.The horizontal coordinates were scaled from a topographic map and have
 HK0348.an estimated accuracy of +/- 6 seconds.
 HK0348
 HK0348.The orthometric height was determined by differential leveling
 HK0348.and adjusted by the National Geodetic Survey in 1992..
 HK0348.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 HK0348.rate of 4.1 thru 8.0 mm/km.
 HK0348
 HK0348.The geoid height was determined by GEOID03.
 HK0348
 HK0348.The dynamic height is computed by dividing the NAVD 88
 HK0348.geopotential number by the normal gravity value computed on the
 HK0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0348.degrees latitude (g = 980.6199 gals.).
 HK0348
 HK0348.The modeled gravity was interpolated from observed gravity values.
 HK0348
 HK0348;                    North         East    Units  Estimated Accuracy
 HK0348;SPC CO S     -   394,120.      880,250.      MT  (+/- 180 meters Scaled)
 HK0348
 HK0348                          SUPERSEDED SURVEY CONTROL
 HK0348
 HK0348  NGVD 29 (??/??/92) 2299.122  (m)         7543.04   (f) ADJ UNCH    2 0
 HK0348
 HK0348.Superseded values are not recommended for survey control.
 HK0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0348.See file dsdata.txt to determine how the superseded data were derived.
 HK0348
 HK0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB216474(NAD 83)
 HK0348_MARKER: DB = BENCH MARK DISK
 HK0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0348_STAMPING: A 163 1934
 HK0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0348+STABILITY: SURFACE MOTION
 HK0348
 HK0348  HISTORY     - Date     Condition        Report By
 HK0348  HISTORY     - 1934     MONUMENTED       CGS
 HK0348  HISTORY     - 1938     GOOD             NGS
 HK0348
 HK0348                          STATION DESCRIPTION
 HK0348
 HK0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HK0348'1.1 MI W FROM ALAMOSA.
 HK0348'1.1 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 HK0348'ALAMOSA, ALAMOSA COUNTY, ABOUT 0.2 MILE WEST OF MILEPOST 253, 246
 HK0348'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SUNNYSIDE CABIN OFFICE,
 HK0348'242 FEET SOUTHEAST OF A ROAD CROSSING, ABOUT 222 FEET SOUTH OF THE
 HK0348'SOUTHEAST CORNER OF THE BANTA DWELLING HOUSE, 162 FEET SOUTH OF
 HK0348'FEDERAL AID PROJECT MONUMENT 270 C, 4 FEET NORTH OF A POLE, AND 123
 HK0348'FEET SOUTH OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED
 HK0348'A 163 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1171 ***********************************************************************
 KK1171  DESIGNATION -  A 164
 KK1171  PID         -  KK1171
 KK1171  STATE/COUNTY-  CO/GILPIN
 KK1171  USGS QUAD   -  CENTRAL CITY (1972)
 KK1171
 KK1171                         *CURRENT SURVEY CONTROL
 KK1171  ___________________________________________________________________
 KK1171* NAD 83(1986)-  39 48 07.     (N)    105 30 50.     (W)     SCALED    
 KK1171* NAVD 88     -      2590.975  (meters)    8500.56   (feet)  ADJUSTED  
 KK1171  ___________________________________________________________________
 KK1171  GEOID HEIGHT-         -13.26  (meters)                     GEOID03
 KK1171  DYNAMIC HT  -        2588.029 (meters)    8490.89  (feet)  COMP
 KK1171  MODELED GRAV-     979,395.0   (mgal)                       NAVD 88
 KK1171
 KK1171  VERT ORDER  -  SECOND    CLASS 0
 KK1171
 KK1171.The horizontal coordinates were scaled from a topographic map and have
 KK1171.an estimated accuracy of +/- 6 seconds.
 KK1171
 KK1171.The orthometric height was determined by differential leveling
 KK1171.and adjusted by the National Geodetic Survey in June 1991..
 KK1171
 KK1171.The geoid height was determined by GEOID03.
 KK1171
 KK1171.The dynamic height is computed by dividing the NAVD 88
 KK1171.geopotential number by the normal gravity value computed on the
 KK1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1171.degrees latitude (g = 980.6199 gals.).
 KK1171
 KK1171.The modeled gravity was interpolated from observed gravity values.
 KK1171
 KK1171;                    North         East    Units  Estimated Accuracy
 KK1171;SPC CO N     -   356,830.      913,210.      MT  (+/- 180 meters Scaled)
 KK1171
 KK1171                          SUPERSEDED SURVEY CONTROL
 KK1171
 KK1171  NGVD 29 (??/??/92) 2589.576  (m)         8495.97   (f) ADJ UNCH    2 0
 KK1171
 KK1171.Superseded values are not recommended for survey control.
 KK1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1171.See file dsdata.txt to determine how the superseded data were derived.
 KK1171
 KK1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE560059(NAD 83)
 KK1171_MARKER: DB = BENCH MARK DISK
 KK1171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK1171_SP_SET: BUILDING
 KK1171_STAMPING: A 164 1934
 KK1171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1171_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK1171+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2005
 KK1171
 KK1171  HISTORY     - Date     Condition        Report By
 KK1171  HISTORY     - 1934     MONUMENTED       CGS
 KK1171  HISTORY     - 1940     GOOD             NGS
 KK1171  HISTORY     - 20050203 GOOD             USPSQD
 KK1171
 KK1171                          STATION DESCRIPTION
 KK1171
 KK1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KK1171'AT CENTRAL CITY.
 KK1171'AT CENTRAL CITY, GILPIN COUNTY, IN THE SOUTH FACE OF THE COUNTY
 KK1171'COURTHOUSE, 3.9 FEET EAST OF THE SOUTHWEST CORNER, 1.5 FEET
 KK1171'BELOW THE BOTTOM OF THE COPING, AND 3.7 FEET ABOVE GROUND.  A
 KK1171'STANDARD DISK, STAMPED A 164 1934 AND SET VERTICALLY.
 KK1171
 KK1171                          STATION RECOVERY (2005)
 KK1171
 KK1171'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 KK1171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0606 ***********************************************************************
 KK0606  DESIGNATION -  A 165
 KK0606  PID         -  KK0606
 KK0606  STATE/COUNTY-  CO/BOULDER
 KK0606  USGS QUAD   -  ELDORADO SPRINGS (1994)
 KK0606
 KK0606                         *CURRENT SURVEY CONTROL
 KK0606  ___________________________________________________________________
 KK0606* NAD 83(1992)-  39 55 42.31136(N)    105 20 34.97477(W)     ADJUSTED  
 KK0606* NAVD 88     -      2272.276  (meters)    7454.96   (feet)  ADJUSTED  
 KK0606  ___________________________________________________________________
 KK0606  LAPLACE CORR-         -22.05  (seconds)                    DEFLEC99
 KK0606  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 KK0606  DYNAMIC HT  -        2269.857 (meters)    7447.02  (feet)  COMP
 KK0606  MODELED GRAV-     979,479.5   (mgal)                       NAVD 88
 KK0606
 KK0606  HORZ ORDER  -  SECOND
 KK0606  VERT ORDER  -  SECOND    CLASS 0
 KK0606
 KK0606.The horizontal coordinates were established by classical geodetic methods
 KK0606.and adjusted by the National Geodetic Survey in January 1993..
 KK0606
 KK0606.The orthometric height was determined by differential leveling
 KK0606.and adjusted by the National Geodetic Survey in June 1991..
 KK0606
 KK0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK0606
 KK0606.The geoid height was determined by GEOID03.
 KK0606
 KK0606.The dynamic height is computed by dividing the NAVD 88
 KK0606.geopotential number by the normal gravity value computed on the
 KK0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0606.degrees latitude (g = 980.6199 gals.).
 KK0606
 KK0606.The modeled gravity was interpolated from observed gravity values.
 KK0606
 KK0606;                    North         East     Units Scale Factor Converg.
 KK0606;SPC CO N     -   370,884.759   927,818.128   MT  0.99997258   +0 06 05.1
 KK0606;SPC CO N     - 1,216,811.08  3,044,016.64   sFT  0.99997258   +0 06 05.1
 KK0606;SPC CO C     -   537,394.198   927,819.035   MT  1.00004018   +0 05 56.4
 KK0606;SPC CO C     - 1,763,100.80  3,044,019.62   sFT  1.00004018   +0 05 56.4
 KK0606;UTM  13      - 4,419,868.892   470,686.895   MT  0.99961058   -0 13 12.6
 KK0606
 KK0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK0606!SPC CO N     -   0.99964596  x   0.99997258  =   0.99961855
 KK0606!SPC CO C     -   0.99964596  x   1.00004018  =   0.99968613
 KK0606!UTM  13      -   0.99964596  x   0.99961058  =   0.99925668
 KK0606
 KK0606                          SUPERSEDED SURVEY CONTROL
 KK0606
 KK0606  NAD 83(1986)-  39 55 42.30553(N)    105 20 34.97002(W) AD(       ) 2
 KK0606  NGVD 29 (??/??/92) 2270.995  (m)         7450.76   (f) ADJ UNCH    2 0
 KK0606
 KK0606.Superseded values are not recommended for survey control.
 KK0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0606.See file dsdata.txt to determine how the superseded data were derived.
 KK0606
 KK0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE7068719869(NAD 83)
 KK0606_MARKER: DB = BENCH MARK DISK
 KK0606_SETTING: 66 = SET IN ROCK OUTCROP
 KK0606_SP_SET: GRANITE RIDGE
 KK0606_STAMPING: A 165 1934
 KK0606_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK0606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0606+STABILITY: POSITION/ELEVATION WELL
 KK0606
 KK0606  HISTORY     - Date     Condition        Report By
 KK0606  HISTORY     - 1934     MONUMENTED       CGS
 KK0606  HISTORY     - 1940     GOOD             NGS
 KK0606  HISTORY     - 1983     GOOD             NGS
 KK0606  HISTORY     - 1985     GOOD             NGS
 KK0606
 KK0606                          STATION DESCRIPTION
 KK0606
 KK0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0606'5.5 MI SE FROM PINE CLIFF.
 KK0606'5.5 MILES SOUTHEAST ALONG THE DENVER AND SALT LAKE RAILWAY FROM
 KK0606'THE STATION AT PINE CLIFF, BOULDER COUNTY, AT CRESCENT, 285 FEET
 KK0606'SOUTHEAST OF THE CROSSING OF THE ROAD LEADING TO THE BELL RANCH.
 KK0606'110 FEET SOUTHEAST OF THE EAST SWITCH TO A SIDING, 24.2 FEET
 KK0606'SOUTHWEST OF THE CENTERLINE OF THE TRACK, 6.8 FEET NORTHEAST OF
 KK0606'THE RIGHT-OF-WAY FENCE, 5.2 FEET EAST OF THE FOOT OF A LARGE
 KK0606'ROCK SHELF, AND IN THE TOP OF THE APEX OF A RIDGE OF GRANITE ROCK.
 KK0606'A STANDARD DISK, STAMPED A 165 1934.
 KK0606
 KK0606                          STATION RECOVERY (1940)
 KK0606
 KK0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 KK0606'RECOVERED IN GOOD CONDITION.
 KK0606
 KK0606                          STATION RECOVERY (1983)
 KK0606
 KK0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0606'IT IS NOW 78.0 M (260 FT) EAST OF THE CENTER OF THE ROAD CROSSING AND
 KK0606'10.8 M (36 FT) SOUTH RAIL OF THE SOUTHERN MOST TRACK.
 KK0606
 KK0606                          STATION RECOVERY (1985)
 KK0606
 KK0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 KK0606'THE STATION IS LOCATED ABOUT 13.7 KM (8.5 MI) EAST-SOUTHEAST OF
 KK0606'NEDERLAND, 11.1 KM (6.9 MI) NORTHEAST OF BOULDER AND 5.5 KM (3.4 MI)
 KK0606'WEST OF ELDORADO SPRINGS.
 KK0606'OWNERSHIP--ON THE EDGE OF RAILROAD RIGHT-OF-WAY.
 KK0606'
 KK0606'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE HIGHWAYS
 KK0606'93 AND 72 ABOUT 16 KM (10 MI) SOUTH OF BOULDER, GO WEST ON STATE
 KK0606'HIGHWAY 72 FOR 11.7 KM (7.25 MI) TO A SIDE ROAD RIGHT.   TURN RIGHT,
 KK0606'NORTHEASTERLY, ON CRESCENT PARK DRIVE FOR 1.4 KM (0.9 MI) TO THE
 KK0606'END OF THE PAVEMENT AND A T-INTERSECTION.  TURN RIGHT, EAST, ON A
 KK0606'DIRT ROAD FOR 2.5 KM (1.55 MI) TO RAILROAD TRACKS AND THE AZIMUTH
 KK0606'MARK ON THE RIGHT.
 KK0606'
 KK0606'AZIMUTH MARK NO. 1 IS A STANDARD CGS DISK STAMPED---A 165 1934---SET
 KK0606'INTO THE TOP OF A LARGE ROCK OUTCROP.  LOCATED 79.2 M (260 FT)
 KK0606'SOUTHEAST FROM THE CENTER OF A DIRT ROAD, GROSS DAM ROAD, 11.0 M
 KK0606'(36 FT) SOUTHWEST FROM THE SOUTHERNMOST RAIL, 2.1 M (7 FT)
 KK0606'NORTHEAST FROM A RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0123 ***********************************************************************
 HM0123  DESIGNATION -  A 166
 HM0123  PID         -  HM0123
 HM0123  STATE/COUNTY-  CO/MONTEZUMA
 HM0123  USGS QUAD   -  ARRIOLA (1994)
 HM0123
 HM0123                         *CURRENT SURVEY CONTROL
 HM0123  ___________________________________________________________________
 HM0123* NAD 83(1986)-  37 29 11.     (N)    108 39 06.     (W)     SCALED    
 HM0123* NAVD 88     -      2010.635  (meters)    6596.56   (feet)  ADJUSTED  
 HM0123  ___________________________________________________________________
 HM0123  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 HM0123  DYNAMIC HT  -        2008.124 (meters)    6588.32  (feet)  COMP
 HM0123  MODELED GRAV-     979,309.8   (mgal)                       NAVD 88
 HM0123
 HM0123  VERT ORDER  -  SECOND    CLASS 0
 HM0123
 HM0123.The horizontal coordinates were scaled from a topographic map and have
 HM0123.an estimated accuracy of +/- 6 seconds.
 HM0123
 HM0123.The orthometric height was determined by differential leveling
 HM0123.and adjusted by the National Geodetic Survey in June 1991..
 HM0123
 HM0123.The geoid height was determined by GEOID03.
 HM0123
 HM0123.The dynamic height is computed by dividing the NAVD 88
 HM0123.geopotential number by the normal gravity value computed on the
 HM0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0123.degrees latitude (g = 980.6199 gals.).
 HM0123
 HM0123.The modeled gravity was interpolated from observed gravity values.
 HM0123
 HM0123;                    North         East    Units  Estimated Accuracy
 HM0123;SPC CO S     -   400,480.      635,730.      MT  (+/- 180 meters Scaled)
 HM0123
 HM0123                          SUPERSEDED SURVEY CONTROL
 HM0123
 HM0123  NGVD 29 (??/??/92) 2009.468  (m)         6592.73   (f) ADJ UNCH    2 0
 HM0123
 HM0123.Superseded values are not recommended for survey control.
 HM0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0123.See file dsdata.txt to determine how the superseded data were derived.
 HM0123
 HM0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG076514(NAD 83)
 HM0123_MARKER: DB = BENCH MARK DISK
 HM0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0123_STAMPING: A-166 1934
 HM0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0123+STABILITY: SURFACE MOTION
 HM0123
 HM0123  HISTORY     - Date     Condition        Report By
 HM0123  HISTORY     - 1934     MONUMENTED       CGS
 HM0123
 HM0123                          STATION DESCRIPTION
 HM0123
 HM0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0123'1.6 MI SE FROM LEWIS.
 HM0123'1.6 MILES SOUTHEAST OF, ALONG U.S. HWY. 160, FROM LEWIS PUBLIC SCHOOL.
 HM0123'ABOUT .5 MILE NORTHWEST OF INTERSECTION OF CORTEZ ROAD WITH U.S. HWY.
 HM0123'160.  120 FEET EAST OF SUMMIT OF HIGHWAY OVER RIDGE.  54 FEET
 HM0123'NORTHWEST OF WAGON GATE.  22 FEET NORTH OF CENTERLINE OF U.S. HWY.
 HM0123'160.  4.6 FEET NORTHWEST OF TELEPHONE POLE.  1.9 FEET SOUTH OF
 HM0123'FENCELINE.  NOTE-- 1954- BM NOW LOCATED ON DIRT RD 0.25 MI. NORTH OF
 HM0123'HWY. 147, 100 YARDS WEST OF A GATE, 50 YARDS WEST OF AN ABANDONED
 HM0123'HOUSE ON NORTH SIDE OF A DIRT LANE, 15 FEET NORTH OF LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0106 ***********************************************************************
 HM0106  DESIGNATION -  A 167
 HM0106  PID         -  HM0106
 HM0106  STATE/COUNTY-  CO/MONTEZUMA
 HM0106  USGS QUAD   -  CORTEZ (1979)
 HM0106
 HM0106                         *CURRENT SURVEY CONTROL
 HM0106  ___________________________________________________________________
 HM0106* NAD 83(1986)-  37 20 41.     (N)    108 35 44.     (W)     SCALED    
 HM0106* NAVD 88     -      1879.789  (meters)    6167.27   (feet)  ADJUSTED  
 HM0106  ___________________________________________________________________
 HM0106  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 HM0106  DYNAMIC HT  -        1877.486 (meters)    6159.72  (feet)  COMP
 HM0106  MODELED GRAV-     979,339.2   (mgal)                       NAVD 88
 HM0106
 HM0106  VERT ORDER  -  FIRST     CLASS II
 HM0106
 HM0106.The horizontal coordinates were scaled from a topographic map and have
 HM0106.an estimated accuracy of +/- 6 seconds.
 HM0106
 HM0106.The orthometric height was determined by differential leveling
 HM0106.and adjusted by the National Geodetic Survey in June 1991..
 HM0106
 HM0106.The geoid height was determined by GEOID03.
 HM0106
 HM0106.The dynamic height is computed by dividing the NAVD 88
 HM0106.geopotential number by the normal gravity value computed on the
 HM0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0106.degrees latitude (g = 980.6199 gals.).
 HM0106
 HM0106.The modeled gravity was interpolated from observed gravity values.
 HM0106
 HM0106;                    North         East    Units  Estimated Accuracy
 HM0106;SPC CO S     -   384,600.      640,170.      MT  (+/- 180 meters Scaled)
 HM0106
 HM0106                          SUPERSEDED SURVEY CONTROL
 HM0106
 HM0106  NGVD 29 (??/??/92) 1878.693  (m)         6163.68   (f) ADJ UNCH    1 2
 HM0106
 HM0106.Superseded values are not recommended for survey control.
 HM0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0106.See file dsdata.txt to determine how the superseded data were derived.
 HM0106
 HM0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG129358(NAD 83)
 HM0106_MARKER: DB = BENCH MARK DISK
 HM0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0106_STAMPING: A-167 1934
 HM0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0106+STABILITY: SURFACE MOTION
 HM0106
 HM0106  HISTORY     - Date     Condition        Report By
 HM0106  HISTORY     - 1934     MONUMENTED       CGS
 HM0106  HISTORY     - 1965     MARK NOT FOUND   USGS
 HM0106  HISTORY     - 1984     MARK NOT FOUND   NGS
 HM0106
 HM0106                          STATION DESCRIPTION
 HM0106
 HM0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0106'0.7 MI SW FROM CORTEZ.
 HM0106'0.7 MILE SOUTHWEST OF, ALONG U.S. HWY. 666, FROM MONTEZUMA NATL BANK.
 HM0106'ABOUT 2 MILE NORTH OF STEEL HIGHWAY BRIDGE OVER MCELMO CREEK.  80 FEET
 HM0106'SOUTH OF EAST END OF IRRIGATION CULVERT UNDER HIGHWAY.  36 FEET EAST
 HM0106'OF CENTERLINE OF U.S. HWY. 666.  1.6 FEET WEST OF RIGHT OF WAY FENCE.
 HM0106'POST SET AT SOUTH END OF STATE HWY. GRAVEL PILE.
 HM0106
 HM0106                          STATION RECOVERY (1965)
 HM0106
 HM0106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HM0106'MARK NOT FOUND.
 HM0106
 HM0106                          STATION RECOVERY (1984)
 HM0106
 HM0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HM0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0115 ***********************************************************************
 HL0115  DESIGNATION -  A 168
 HL0115  PID         -  HL0115
 HL0115  STATE/COUNTY-  CO/MINERAL
 HL0115  USGS QUAD   -  WAGON WHEEL GAP (1986)
 HL0115
 HL0115                         *CURRENT SURVEY CONTROL
 HL0115  ___________________________________________________________________
 HL0115* NAD 83(1986)-  37 47 07.     (N)    106 50 50.     (W)     SCALED    
 HL0115* NAVD 88     -      2584.376  (meters)    8478.91   (feet)  ADJUSTED  
 HL0115  ___________________________________________________________________
 HL0115  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 HL0115  DYNAMIC HT  -        2580.794 (meters)    8467.16  (feet)  COMP
 HL0115  MODELED GRAV-     979,151.0   (mgal)                       NAVD 88
 HL0115
 HL0115  VERT ORDER  -  SECOND    CLASS 0
 HL0115
 HL0115.The horizontal coordinates were scaled from a topographic map and have
 HL0115.an estimated accuracy of +/- 6 seconds.
 HL0115
 HL0115.The orthometric height was determined by differential leveling
 HL0115.and adjusted by the National Geodetic Survey in June 1991..
 HL0115
 HL0115.The geoid height was determined by GEOID03.
 HL0115
 HL0115.The dynamic height is computed by dividing the NAVD 88
 HL0115.geopotential number by the normal gravity value computed on the
 HL0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0115.degrees latitude (g = 980.6199 gals.).
 HL0115
 HL0115.The modeled gravity was interpolated from observed gravity values.
 HL0115
 HL0115;                    North         East    Units  Estimated Accuracy
 HL0115;SPC CO S     -   429,800.      795,740.      MT  (+/- 180 meters Scaled)
 HL0115
 HL0115                          SUPERSEDED SURVEY CONTROL
 HL0115
 HL0115  NGVD 29 (??/??/92) 2582.749  (m)         8473.57   (f) ADJ UNCH    2 0
 HL0115
 HL0115.Superseded values are not recommended for survey control.
 HL0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0115.See file dsdata.txt to determine how the superseded data were derived.
 HL0115
 HL0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB373835(NAD 83)
 HL0115_MARKER: DB = BENCH MARK DISK
 HL0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0115_STAMPING: A 168 1934
 HL0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0115+STABILITY: SURFACE MOTION
 HL0115
 HL0115  HISTORY     - Date     Condition        Report By
 HL0115  HISTORY     - 1934     MONUMENTED       CGS
 HL0115
 HL0115                          STATION DESCRIPTION
 HL0115
 HL0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0115'6.6 MI SE FROM CREEDE.
 HL0115'6.6 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 HL0115'FROM THE STATION AT CREEDE, MINERAL COUNTY, 183 FEET NORTHWEST OF
 HL0115'MILEPOST 314, 340 FEET NORTHWEST OF A CATTLE GUARD ACROSS THE TRACK,
 HL0115'IN A FENCED FIELD OWNED BY L.C. PHIPPS, 285 FEET SOUTHWEST OF THE
 HL0115'SOUTHWEST BANK OF THE RIO GRANDE RIVER, 54 FEET NORTHWEST OF A POLE,
 HL0115'AND 26 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 HL0115'DISK, STAMPED A 168 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0157 ***********************************************************************
 HL0157  DESIGNATION -  A 169
 HL0157  PID         -  HL0157
 HL0157  STATE/COUNTY-  CO/HINSDALE
 HL0157  USGS QUAD   -  SLUMGULLION PASS (1986)
 HL0157
 HL0157                         *CURRENT SURVEY CONTROL
 HL0157  ___________________________________________________________________
 HL0157* NAD 83(1986)-  37 58 56.     (N)    107 10 23.     (W)     SCALED    
 HL0157* NAVD 88     -      3137.074  (meters)   10292.22   (feet)  ADJUSTED  
 HL0157  ___________________________________________________________________
 HL0157  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 HL0157  DYNAMIC HT  -        3132.467 (meters)   10277.10  (feet)  COMP
 HL0157  MODELED GRAV-     979,046.7   (mgal)                       NAVD 88
 HL0157
 HL0157  VERT ORDER  -  SECOND    CLASS 0
 HL0157
 HL0157.The horizontal coordinates were scaled from a topographic map and have
 HL0157.an estimated accuracy of +/- 6 seconds.
 HL0157
 HL0157.The orthometric height was determined by differential leveling
 HL0157.and adjusted by the National Geodetic Survey in June 1991..
 HL0157
 HL0157.The geoid height was determined by GEOID03.
 HL0157
 HL0157.The dynamic height is computed by dividing the NAVD 88
 HL0157.geopotential number by the normal gravity value computed on the
 HL0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0157.degrees latitude (g = 980.6199 gals.).
 HL0157
 HL0157.The modeled gravity was interpolated from observed gravity values.
 HL0157
 HL0157;                    North         East    Units  Estimated Accuracy
 HL0157;SPC CO S     -   452,120.      767,430.      MT  (+/- 180 meters Scaled)
 HL0157
 HL0157                          SUPERSEDED SURVEY CONTROL
 HL0157
 HL0157  NGVD 29 (??/??/92) 3135.185  (m)        10286.02   (f) ADJ UNCH    2 0
 HL0157
 HL0157.Superseded values are not recommended for survey control.
 HL0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0157.See file dsdata.txt to determine how the superseded data were derived.
 HL0157
 HL0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC091060(NAD 83)
 HL0157_MARKER: DB = BENCH MARK DISK
 HL0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0157_STAMPING: A 169 1934
 HL0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0157+STABILITY: SURFACE MOTION
 HL0157
 HL0157  HISTORY     - Date     Condition        Report By
 HL0157  HISTORY     - 1934     MONUMENTED       CGS
 HL0157  HISTORY     - 1959     GOOD             USGS
 HL0157  HISTORY     - 19910615 MARK NOT FOUND   USPSQD
 HL0157
 HL0157                          STATION DESCRIPTION
 HL0157
 HL0157'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HL0157'17.2 MI SE FROM LAKE CITY.
 HL0157'17.2 MILES SOUTHEAST ALONG OLD STATE HIGHWAY 149 FROM THE DENVER AND
 HL0157'RIO GRANDE WESTERN RAILROAD (NOW ABANDONED) STATION AT LAKE CITY,
 HL0157'HINSDALE COUNTY, 660 FEET SOUTH FROM Y-RD. NORTHEAST, 600 FEET
 HL0157'SOUTHEAST OF A DRAIN, 54 FEET EAST OF AND 2 FEET LOWER THAN THE ROAD.
 HL0157'A STANDARD DISK, STAMPED A 169 1934 AND SET IN THE TOP OF A CONCRETE
 HL0157'POST.
 HL0157
 HL0157                          STATION RECOVERY (1991)
 HL0157
 HL0157'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0227 ***********************************************************************
 LK0227  DESIGNATION -  A 17
 LK0227  PID         -  LK0227
 LK0227  STATE/COUNTY-  CO/LOGAN
 LK0227  USGS QUAD   -  MERINO (1984)
 LK0227
 LK0227                         *CURRENT SURVEY CONTROL
 LK0227  ___________________________________________________________________
 LK0227* NAD 83(1992)-  40 28 57.44004(N)    103 21 04.79794(W)     ADJUSTED  
 LK0227* NAVD 88     -      1230.588  (meters)    4037.35   (feet)  ADJUSTED  
 LK0227  ___________________________________________________________________
 LK0227  X           -  -1,122,049.865 (meters)                     COMP
 LK0227  Y           -  -4,727,681.611 (meters)                     COMP
 LK0227  Z           -   4,119,678.456 (meters)                     COMP
 LK0227  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 LK0227  ELLIP HEIGHT-        1210.86  (meters)          (12/03/02) GPS OBS
 LK0227  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 LK0227  DYNAMIC HT  -        1229.660 (meters)    4034.31  (feet)  COMP
 LK0227  MODELED GRAV-     979,828.0   (mgal)                       NAVD 88
 LK0227
 LK0227  HORZ ORDER  -  FIRST
 LK0227  VERT ORDER  -  FIRST     CLASS II
 LK0227  ELLP ORDER  -  FOURTH    CLASS II
 LK0227
 LK0227.The horizontal coordinates were established by GPS observations
 LK0227.and adjusted by the National Geodetic Survey in July 1996..
 LK0227
 LK0227.The orthometric height was determined by differential leveling
 LK0227.and adjusted by the National Geodetic Survey in June 1991..
 LK0227
 LK0227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0227
 LK0227.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0227
 LK0227.The ellipsoidal height was determined by GPS observations
 LK0227.and is referenced to NAD 83.
 LK0227
 LK0227.The geoid height was determined by GEOID03.
 LK0227
 LK0227.The dynamic height is computed by dividing the NAVD 88
 LK0227.geopotential number by the normal gravity value computed on the
 LK0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0227.degrees latitude (g = 980.6199 gals.).
 LK0227
 LK0227.The modeled gravity was interpolated from observed gravity values.
 LK0227
 LK0227;                    North         East     Units Scale Factor Converg.
 LK0227;SPC CO N     -   434,615.400 1,096,562.335   MT  0.99996501   +1 23 18.0
 LK0227;SPC CO N     - 1,425,900.69  3,597,638.26   sFT  0.99996501   +1 23 18.0
 LK0227;UTM  13      - 4,482,631.216   639,737.043   MT  0.99984036   +1 04 13.9
 LK0227
 LK0227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0227!SPC CO N     -   0.99981009  x   0.99996501  =   0.99977511
 LK0227!UTM  13      -   0.99981009  x   0.99984036  =   0.99965048
 LK0227
 LK0227                          SUPERSEDED SURVEY CONTROL
 LK0227
 LK0227  ELLIP H (10/08/96) 1210.89   (m)                       GP(       ) 1 1
 LK0227  ELLIP H (07/08/96) 1211.15   (m)                       GP(       ) 1 1
 LK0227  NAVD 88 (07/08/96) 1230.59   (m)         4037.4    (f) LEVELING    3  
 LK0227  NGVD 29 (??/??/92) 1229.992  (m)         4035.40   (f) ADJ UNCH    1 2
 LK0227
 LK0227.Superseded values are not recommended for survey control.
 LK0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0227.See file dsdata.txt to determine how the superseded data were derived.
 LK0227
 LK0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE3973782631(NAD 83)
 LK0227_MARKER: DB = BENCH MARK DISK
 LK0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0227_SP_SET: CONCRETE POST
 LK0227_STAMPING: A 17 1926 4035.435
 LK0227_MARK LOGO: CGS   
 LK0227_PROJECTION: RECESSED 36 CENTIMETERS
 LK0227_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 LK0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0227+STABILITY: SURFACE MOTION
 LK0227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0227+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1995
 LK0227
 LK0227  HISTORY     - Date     Condition        Report By
 LK0227  HISTORY     - 1926     MONUMENTED       CGS
 LK0227  HISTORY     - 1941     GOOD             NGS
 LK0227  HISTORY     - 1984     GOOD             NGS
 LK0227  HISTORY     - 19950628 GOOD             MSAM
 LK0227
 LK0227                          STATION DESCRIPTION
 LK0227
 LK0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LK0227'AT MERINO.
 LK0227'AT MERINO, ON THE UNION PACIFIC RAILROAD, AT THE CROSSING OF THE
 LK0227'MAIN STREET, 58 FEET NORTHEAST OF THE MAIN STREET, 42 FEET
 LK0227'NORTHWEST OF THE NORTHWEST RAIL, 40 FEET NORTH OF THE NORTH CORNER
 LK0227'OF THE FOOTING OF WARNING BELL 702, 36 FEET SOUTHEAST OF THE
 LK0227'CENTERLINE OF U.S. HIGHWAY 6, 7 FEET NORTHEAST OF THE PROLONGATION
 LK0227'OF THE NORTHEAST EDGE OF THE SIDEWALK, 3 FEET EAST OF A POLE, IN
 LK0227'LINE WITH THE ROW OF POLES, AND ABOUT 3 INCHES UNDER GROUND.  A
 LK0227'STANDARD DISK, STAMPED 4035.435 A 17 1926 AND SET IN THE TOP OF A
 LK0227'CONCRETE POST.
 LK0227
 LK0227                          STATION RECOVERY (1984)
 LK0227
 LK0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LK0227'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN MERINO,
 LK0227'AT THE INTERSECTION OF U.S. HIGHWAY 61 (PLATTE STREET) AND COLORADO
 LK0227'AVENUE, 17.7 M (58.1 FT) NORTHEAST OF THE CENTER OF THE AVENUE, 12.8
 LK0227'M (42.0 FT) NORTHWEST OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD,
 LK0227'AND 11.0 M (36.1 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 LK0227'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LK0227'THE MARK IS 0.5 M BELOW THE TRACKS.
 LK0227
 LK0227                          STATION RECOVERY (1995)
 LK0227
 LK0227'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0227'THE STATION IS LOCATED IN THE TOWN OF MERINO, IN THE SOUTHWEST 1/4 OF
 LK0227'SECTION 18, T 6 N, R 53 W, AT US HIGHWAY 6 MILEPOST 391.9.
 LK0227'OWNERSHIP--DEPT.  OF TRANSPORTATION RIGHT-OF-WAY.  TO REACH THE
 LK0227'STATION FROM THE INTERSECTION OF US HIGHWAY 6 (PLATTE STREET) AND
 LK0227'COLORADO AVENUE IN MERINO, GO TO THE SOUTHEAST CORNER OF THE
 LK0227'INTERSECTION AND THE STATION.  THE STATION IS A STANDARD DISK SET IN A
 LK0227'12-INCH SQUARE CONCRETE POST RECESSED 40 CM BELOW GROUND.  IT IS 17.7
 LK0227'M (58.1 FT) NORTHEAST OF THE CENTER OF THE AVENUE, 12.8 M (42.0 FT)
 LK0227'NORTHWEST OF THE NEAR RAIL OF THE UNION PACIFIC RAILRAOD, 11.0 M (36.1
 LK0227'FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7.0 M (23.0 FT) WEST
 LK0227'OF A WHITE AND ORANGE PVC MCI FIBER OPTIC LINE WARINING SIGN, 6.8 M
 LK0227'(22.3 FT) NORHTEAST OF A WOODEN ATT FIBER OPTIC LINE WARNING SIGN, 0.6
 LK0227'M (2.0 FT) WEST OF A WITNESS POST, 0.5 M (1.6 FT) NORTH-NORTHEAST OF A
 LK0227'WITNESS POST, 0.3 M (1.0 FT) SOUTH-SOUTHEAST OF A WITNESS POST AND
 LK0227'ABOUT 1.0 M (3.3 FT) BELOW THE TRACKS.  NOTE--THE HORIZONTAL DATUM
 LK0227'POINT IS A CENTER PUNCH IN THE CENTER OF A BAR INSIDE THE CIRCLE OF
 LK0227'THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0197 ***********************************************************************
 JL0197  DESIGNATION -  A 171
 JL0197  PID         -  JL0197
 JL0197  STATE/COUNTY-  CO/SAGUACHE
 JL0197  USGS QUAD   -  NORTH PASS (1979)
 JL0197
 JL0197                         *CURRENT SURVEY CONTROL
 JL0197  ___________________________________________________________________
 JL0197* NAD 83(1986)-  38 09 47.     (N)    106 36 01.     (W)     SCALED    
 JL0197* NAVD 88     -      3070.251  (meters)   10072.98   (feet)  ADJUSTED  
 JL0197  ___________________________________________________________________
 JL0197  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 JL0197  DYNAMIC HT  -        3065.914 (meters)   10058.75  (feet)  COMP
 JL0197  MODELED GRAV-     979,104.6   (mgal)                       NAVD 88
 JL0197
 JL0197  VERT ORDER  -  SECOND    CLASS 0
 JL0197
 JL0197.The horizontal coordinates were scaled from a topographic map and have
 JL0197.an estimated accuracy of +/- 6 seconds.
 JL0197
 JL0197.The orthometric height was determined by differential leveling
 JL0197.and adjusted by the National Geodetic Survey in June 1991..
 JL0197
 JL0197.The geoid height was determined by GEOID03.
 JL0197
 JL0197.The dynamic height is computed by dividing the NAVD 88
 JL0197.geopotential number by the normal gravity value computed on the
 JL0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0197.degrees latitude (g = 980.6199 gals.).
 JL0197
 JL0197.The modeled gravity was interpolated from observed gravity values.
 JL0197
 JL0197;                    North         East    Units  Estimated Accuracy
 JL0197;SPC CO S     -   471,450.      817,980.      MT  (+/- 180 meters Scaled)
 JL0197
 JL0197                          SUPERSEDED SURVEY CONTROL
 JL0197
 JL0197  NGVD 29 (??/??/92) 3068.436  (m)        10067.03   (f) ADJ UNCH    2 0
 JL0197
 JL0197.Superseded values are not recommended for survey control.
 JL0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0197.See file dsdata.txt to determine how the superseded data were derived.
 JL0197
 JL0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC598251(NAD 83)
 JL0197_MARKER: DB = BENCH MARK DISK
 JL0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0197_STAMPING: A 171 1934
 JL0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0197+STABILITY: SURFACE MOTION
 JL0197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JL0197+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 JL0197
 JL0197  HISTORY     - Date     Condition        Report By
 JL0197  HISTORY     - 1934     MONUMENTED       CGS
 JL0197  HISTORY     - 1962     GOOD             NGS
 JL0197  HISTORY     - 20050728 GOOD             GEOCAC
 JL0197
 JL0197                          STATION DESCRIPTION
 JL0197
 JL0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0197'33.3 MI W FROM SAGUACHE.
 JL0197'ABOUT 33.3 MILES WEST ALONG STATE HIGHWAY 114 FROM THE COUNTY
 JL0197'COURTHOUSE AT SAGUACHE, SAGUACHE COUNTY, AT COCHETOPA PASS, AT THE TOP
 JL0197'OF THE CONTINENTAL DIVIDE, 61 FEET NORTHEAST OF A REGISTRATION BOX, 37
 JL0197'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 8.0 FEET NORTH OF A
 JL0197'MONUMENT, AND ABOUT 4 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 JL0197'STAMPED A 171 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JL0197'ABOUT 0.6 FOOT ABOVE GROUND.
 JL0197
 JL0197                          STATION RECOVERY (1962)
 JL0197
 JL0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JL0197'RECOVERED IN GOOD CONDITION.
 JL0197
 JL0197                          STATION RECOVERY (2005)
 JL0197
 JL0197'RECOVERY NOTE BY GEOCACHING 2005 (CCC)
 JL0197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0643 ***********************************************************************
 JK0643  DESIGNATION -  A 172
 JK0643  PID         -  JK0643
 JK0643  STATE/COUNTY-  CO/SAGUACHE
 JK0643  USGS QUAD   -  VILLA GROVE (1979)
 JK0643
 JK0643                         *CURRENT SURVEY CONTROL
 JK0643  ___________________________________________________________________
 JK0643* NAD 83(1986)-  38 07 58.     (N)    105 58 27.     (W)     SCALED    
 JK0643* NAVD 88     -      2361.966  (meters)    7749.22   (feet)  POSTED    
 JK0643  ___________________________________________________________________
 JK0643  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 JK0643  DYNAMIC HT  -        2359.010 (meters)    7739.52  (feet)  COMP
 JK0643  MODELED GRAV-     979,290.3   (mgal)                       NAVD 88
 JK0643
 JK0643  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JK0643
 JK0643.The horizontal coordinates were scaled from a topographic map and have
 JK0643.an estimated accuracy of +/- 6 seconds.
 JK0643
 JK0643.The orthometric height was determined by differential leveling
 JK0643.and adjusted by the National Geodetic Survey in 1992..
 JK0643.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JK0643.rate of 1.1 thru 2.0 mm/km.
 JK0643
 JK0643.The geoid height was determined by GEOID03.
 JK0643
 JK0643.The dynamic height is computed by dividing the NAVD 88
 JK0643.geopotential number by the normal gravity value computed on the
 JK0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0643.degrees latitude (g = 980.6199 gals.).
 JK0643
 JK0643.The modeled gravity was interpolated from observed gravity values.
 JK0643
 JK0643;                    North         East    Units  Estimated Accuracy
 JK0643;SPC CO S     -   467,620.      872,830.      MT  (+/- 180 meters Scaled)
 JK0643
 JK0643                          SUPERSEDED SURVEY CONTROL
 JK0643
 JK0643  NGVD 29 (??/??/92) 2360.625  (m)         7744.82   (f) ADJ UNCH    2 0
 JK0643
 JK0643.Superseded values are not recommended for survey control.
 JK0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0643.See file dsdata.txt to determine how the superseded data were derived.
 JK0643
 JK0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC146209(NAD 83)
 JK0643_MARKER: DB = BENCH MARK DISK
 JK0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0643_STAMPING: A 172 1934
 JK0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0643+STABILITY: SURFACE MOTION
 JK0643
 JK0643  HISTORY     - Date     Condition        Report By
 JK0643  HISTORY     - 1934     MONUMENTED       CGS
 JK0643  HISTORY     - 1967     GOOD             USGS
 JK0643  HISTORY     - 1984     MARK NOT FOUND   NGS
 JK0643
 JK0643                          STATION DESCRIPTION
 JK0643
 JK0643'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JK0643'3.7 MI SW FROM MINERAL HOT SPRINGS.
 JK0643'MINERAL HOT SPRINGS, SAGUACHE COUNTY, 1.1 MI. W. OF ON PUBLIC ROAD
 JK0643'TO U.S. HIGHWAY 285, THEN 3.8 MI. SW. ALONG U.S. HIGHWAY 285 TO
 JK0643'PUBLIC ROAD EAST, THEN 0.85 MI. E. ALONG PUBLIC ROAD TO OLD ROAD
 JK0643'BED NE, PRIVATE ROAD (OLD U.S. HIGHWAY 285), THEN 0.30 MI. NE. ALONG
 JK0643'PRIVATE ROAD, 70 FT. SE. OF THE CENTERLINE OF THE ROAD AND ABOUT
 JK0643'1200 FT. SW. OF A DRAIN CROSSING ON THE OLD ROAD BED.  A STANDARD
 JK0643'DISK IN A CONCRETE POST, STAMPED A 172 1934, PROJECTING 0.5 FT.
 JK0643'ABOVE GROUND.
 JK0643
 JK0643                          STATION RECOVERY (1984)
 JK0643
 JK0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0643'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0956 ***********************************************************************
 KK0956  DESIGNATION -  A 173
 KK0956  PID         -  KK0956
 KK0956  STATE/COUNTY-  CO/PARK
 KK0956  USGS QUAD   -  FARNUM PEAK (1956)
 KK0956
 KK0956                         *CURRENT SURVEY CONTROL
 KK0956  ___________________________________________________________________
 KK0956* NAD 83(1986)-  39 09 59.     (N)    105 30 18.     (W)     SCALED    
 KK0956* NAVD 88     -      2634.771  (meters)    8644.24   (feet)  ADJUSTED  
 KK0956  ___________________________________________________________________
 KK0956  GEOID HEIGHT-         -13.36  (meters)                     GEOID03
 KK0956  DYNAMIC HT  -        2631.608 (meters)    8633.87  (feet)  COMP
 KK0956  MODELED GRAV-     979,330.9   (mgal)                       NAVD 88
 KK0956
 KK0956  VERT ORDER  -  SECOND    CLASS 0
 KK0956
 KK0956.The horizontal coordinates were scaled from a topographic map and have
 KK0956.an estimated accuracy of +/- 6 seconds.
 KK0956
 KK0956.The orthometric height was determined by differential leveling
 KK0956.and adjusted by the National Geodetic Survey in June 1991..
 KK0956
 KK0956.The geoid height was determined by GEOID03.
 KK0956
 KK0956.The dynamic height is computed by dividing the NAVD 88
 KK0956.geopotential number by the normal gravity value computed on the
 KK0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0956.degrees latitude (g = 980.6199 gals.).
 KK0956
 KK0956.The modeled gravity was interpolated from observed gravity values.
 KK0956
 KK0956;                    North         East    Units  Estimated Accuracy
 KK0956;SPC CO C     -   452,780.      913,970.      MT  (+/- 180 meters Scaled)
 KK0956
 KK0956                          SUPERSEDED SURVEY CONTROL
 KK0956
 KK0956  NGVD 29 (??/??/92) 2633.366  (m)         8639.64   (f) ADJ UNCH    2 0
 KK0956
 KK0956.Superseded values are not recommended for survey control.
 KK0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0956.See file dsdata.txt to determine how the superseded data were derived.
 KK0956
 KK0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD563353(NAD 83)
 KK0956_MARKER: DB = BENCH MARK DISK
 KK0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0956_STAMPING: A 173 1934
 KK0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0956+STABILITY: SURFACE MOTION
 KK0956
 KK0956  HISTORY     - Date     Condition        Report By
 KK0956  HISTORY     - 1934     MONUMENTED       CGS
 KK0956
 KK0956                          STATION DESCRIPTION
 KK0956
 KK0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0956'18.1 MI NW FROM LAKE GEORGE.
 KK0956'18.1 MILES NORTHWEST ALONG STATE HIGHWAY 77 FROM LAKE GEORGE, PARK
 KK0956'COUNTY, 120 FEET SOUTHWEST OF A BRIDGE OVER A WATERCOURSE, 17 FEET
 KK0956'SOUTHWEST OF A POLE, 45 FEET EAST OF A LARGE ROCK OUTCROP, AND 34
 KK0956'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 KK0956'STAMPED A 173 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1263 ***********************************************************************
 KK1263  DESIGNATION -  A 174
 KK1263  PID         -  KK1263
 KK1263  STATE/COUNTY-  CO/TELLER
 KK1263  USGS QUAD   -  MOUNT DECEPTION (1984)
 KK1263
 KK1263                         *CURRENT SURVEY CONTROL
 KK1263  ___________________________________________________________________
 KK1263* NAD 83(1986)-  39 00 10.     (N)    105 03 47.     (W)     SCALED    
 KK1263* NAVD 88     -      2563.489  (meters)    8410.38   (feet)  ADJUSTED  
 KK1263  ___________________________________________________________________
 KK1263  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 KK1263  DYNAMIC HT  -        2560.472 (meters)    8400.48  (feet)  COMP
 KK1263  MODELED GRAV-     979,357.2   (mgal)                       NAVD 88
 KK1263
 KK1263  VERT ORDER  -  SECOND    CLASS 0
 KK1263
 KK1263.The horizontal coordinates were scaled from a topographic map and have
 KK1263.an estimated accuracy of +/- 6 seconds.
 KK1263
 KK1263.The orthometric height was determined by differential leveling
 KK1263.and adjusted by the National Geodetic Survey in June 1991..
 KK1263
 KK1263.The geoid height was determined by GEOID03.
 KK1263
 KK1263.The dynamic height is computed by dividing the NAVD 88
 KK1263.geopotential number by the normal gravity value computed on the
 KK1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1263.degrees latitude (g = 980.6199 gals.).
 KK1263
 KK1263.The modeled gravity was interpolated from observed gravity values.
 KK1263
 KK1263;                    North         East    Units  Estimated Accuracy
 KK1263;SPC CO C     -   434,710.      952,250.      MT  (+/- 180 meters Scaled)
 KK1263
 KK1263                          SUPERSEDED SURVEY CONTROL
 KK1263
 KK1263  NGVD 29 (??/??/92) 2562.218  (m)         8406.21   (f) ADJ UNCH    2 0
 KK1263
 KK1263.Superseded values are not recommended for survey control.
 KK1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1263.See file dsdata.txt to determine how the superseded data were derived.
 KK1263
 KK1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD945170(NAD 83)
 KK1263_MARKER: DB = BENCH MARK DISK
 KK1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK1263_STAMPING: A 174 1934
 KK1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1263+STABILITY: SURFACE MOTION
 KK1263
 KK1263  HISTORY     - Date     Condition        Report By
 KK1263  HISTORY     - 1934     MONUMENTED       CGS
 KK1263  HISTORY     - 1954     MARK NOT FOUND   USGS
 KK1263
 KK1263                          STATION DESCRIPTION
 KK1263
 KK1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK1263'0.7 MI NW FROM WOODLAND PARK.
 KK1263'0.7 MILES NORTHWEST ALONG STATE HIGHWAY 67 FROM THE ABANDONED
 KK1263'MIDLAND TERMINAL RAILWAY STATION AT WOODLAND PARK, TELLER COUNTY,
 KK1263'0.6 MILE NORTHWEST OF A CITY-LIMIT SIGN, 0.2 MILE NORTHWEST OF
 KK1263'THE JUNCTION OF A DIRT ROAD LEADING NORTH, 27 FEET NORTHEAST OF
 KK1263'THE CENTERLINE OF THE HIGHWAY, 36 FEET WEST OF A LONE 10-INCH PINE
 KK1263'TREE, AND 2 FEET SOUTH OF THE JUNCTION OF A FENCE PARALLELING THE
 KK1263'HIGHWAY AND A FENCE LEADING NORTH.  A STANDARD DISK, STAMPED A 174
 KK1263'1934 AND SET IN THE TOP OF A CONCRETE POST.  1954 (USGS) REPORT-
 KK1263'DESCRIPTION DOES NOT FIT THE SURROUNDING COUNTY AT PRESENT.  ROADS,
 KK1263'TREES, AND FENCES IN DESCRIPTION NOT FOUND AS DESCRIBED.
 KK1263
 KK1263                          STATION RECOVERY (1954)
 KK1263
 KK1263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 KK1263'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0447 ***********************************************************************
 JK0447  DESIGNATION -  A 175
 JK0447  PID         -  JK0447
 JK0447  STATE/COUNTY-  CO/TELLER
 JK0447  USGS QUAD   -  WOODLAND PARK (1994)
 JK0447
 JK0447                         *CURRENT SURVEY CONTROL
 JK0447  ___________________________________________________________________
 JK0447* NAD 83(1986)-  38 58 25.     (N)    105 04 13.     (W)     SCALED    
 JK0447* NAVD 88     -      2648.915  (meters)    8690.65   (feet)  ADJUSTED  
 JK0447  ___________________________________________________________________
 JK0447  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 JK0447  DYNAMIC HT  -        2645.757 (meters)    8680.29  (feet)  COMP
 JK0447  MODELED GRAV-     979,338.5   (mgal)                       NAVD 88
 JK0447
 JK0447  VERT ORDER  -  SECOND    CLASS 0
 JK0447
 JK0447.The horizontal coordinates were scaled from a topographic map and have
 JK0447.an estimated accuracy of +/- 6 seconds.
 JK0447
 JK0447.The orthometric height was determined by differential leveling
 JK0447.and adjusted by the National Geodetic Survey in June 1991..
 JK0447
 JK0447.The geoid height was determined by GEOID03.
 JK0447
 JK0447.The dynamic height is computed by dividing the NAVD 88
 JK0447.geopotential number by the normal gravity value computed on the
 JK0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0447.degrees latitude (g = 980.6199 gals.).
 JK0447
 JK0447.The modeled gravity was interpolated from observed gravity values.
 JK0447
 JK0447;                    North         East    Units  Estimated Accuracy
 JK0447;SPC CO C     -   431,470.      951,640.      MT  (+/- 180 meters Scaled)
 JK0447
 JK0447                          SUPERSEDED SURVEY CONTROL
 JK0447
 JK0447  NGVD 29 (??/??/92) 2647.620  (m)         8686.40   (f) ADJ UNCH    2 0
 JK0447
 JK0447.Superseded values are not recommended for survey control.
 JK0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0447.See file dsdata.txt to determine how the superseded data were derived.
 JK0447
 JK0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD939138(NAD 83)
 JK0447_MARKER: DB = BENCH MARK DISK
 JK0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0447_STAMPING: A 175 1934
 JK0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0447+STABILITY: SURFACE MOTION
 JK0447
 JK0447  HISTORY     - Date     Condition        Report By
 JK0447  HISTORY     - 1934     MONUMENTED       CGS
 JK0447  HISTORY     - 1938     GOOD             NGS
 JK0447
 JK0447                          STATION DESCRIPTION
 JK0447
 JK0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JK0447'1.9 MI SW FROM WOODLAND PARK.
 JK0447'1.9 MILES SOUTHWEST ALONG THE MIDLAND TERMINAL RAILWAY FROM
 JK0447'WOODLAND PARK, TELLER COUNTY, 170 YARDS EAST OF MILEPOST 22, 0.1 MILE
 JK0447'SOUTH OF THE CROSSING OF U.S. HIGHWAY 24, 32 FEET
 JK0447'SOUTHEAST OF A CULVERT, 19 FEET SOUTH OF THE CENTERLINE OF THE
 JK0447'TRACK, AND 18, INCHES NORTH OF A FENCE.  A STANDARD DISK, STAMPED
 JK0447'A 175 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0927 ***********************************************************************
 KK0927  DESIGNATION -  A 177
 KK0927  PID         -  KK0927
 KK0927  STATE/COUNTY-  CO/PARK
 KK0927  USGS QUAD   -  SULPHUR MOUNTAIN (1994)
 KK0927
 KK0927                         *CURRENT SURVEY CONTROL
 KK0927  ___________________________________________________________________
 KK0927* NAD 83(1986)-  39 01 07.     (N)    105 38 17.     (W)     SCALED    
 KK0927* NAVD 88     -      2661.399  (meters)    8731.61   (feet)  ADJUSTED  
 KK0927  ___________________________________________________________________
 KK0927  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 KK0927  DYNAMIC HT  -        2658.110 (meters)    8720.82  (feet)  COMP
 KK0927  MODELED GRAV-     979,295.2   (mgal)                       NAVD 88
 KK0927
 KK0927  VERT ORDER  -  SECOND    CLASS 0
 KK0927
 KK0927.The horizontal coordinates were scaled from a topographic map and have
 KK0927.an estimated accuracy of +/- 6 seconds.
 KK0927
 KK0927.The orthometric height was determined by differential leveling
 KK0927.and adjusted by the National Geodetic Survey in June 1991..
 KK0927
 KK0927.The geoid height was determined by GEOID03.
 KK0927
 KK0927.The dynamic height is computed by dividing the NAVD 88
 KK0927.geopotential number by the normal gravity value computed on the
 KK0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0927.degrees latitude (g = 980.6199 gals.).
 KK0927
 KK0927.The modeled gravity was interpolated from observed gravity values.
 KK0927
 KK0927;                    North         East    Units  Estimated Accuracy
 KK0927;SPC CO C     -   436,380.      902,450.      MT  (+/- 180 meters Scaled)
 KK0927
 KK0927                          SUPERSEDED SURVEY CONTROL
 KK0927
 KK0927  NGVD 29 (??/??/92) 2659.923  (m)         8726.76   (f) ADJ UNCH    2 0
 KK0927
 KK0927.Superseded values are not recommended for survey control.
 KK0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0927.See file dsdata.txt to determine how the superseded data were derived.
 KK0927
 KK0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD447190(NAD 83)
 KK0927_MARKER: DB = BENCH MARK DISK
 KK0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0927_STAMPING: A 177 1934
 KK0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0927+STABILITY: SURFACE MOTION
 KK0927
 KK0927  HISTORY     - Date     Condition        Report By
 KK0927  HISTORY     - 1934     MONUMENTED       CGS
 KK0927  HISTORY     - 1954     GOOD             NGS
 KK0927
 KK0927                          STATION DESCRIPTION
 KK0927
 KK0927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0927'9 MI E FROM HARTSEL.
 KK0927'9.0 MILES EAST ALONG U.S. HIGHWAY 24 FROM HARTSEL, PARK COUNTY,
 KK0927'AT THE JUNCTION WITH THE ROAD LEADING TO GUFFY AND CANYON CITY,
 KK0927'48 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT
 KK0927'NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 KK0927'A 177 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0429 ***********************************************************************
 JL0429  DESIGNATION -  A 178
 JL0429  PID         -  JL0429
 JL0429  STATE/COUNTY-  CO/DELTA
 JL0429  USGS QUAD   -  HOTCHKISS (1979)
 JL0429
 JL0429                         *CURRENT SURVEY CONTROL
 JL0429  ___________________________________________________________________
 JL0429* NAD 83(1986)-  38 46 56.     (N)    107 44 49.     (W)     SCALED    
 JL0429* NAVD 88     -      1636.023  (meters)    5367.52   (feet)  ADJUSTED  
 JL0429  ___________________________________________________________________
 JL0429  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 JL0429  DYNAMIC HT  -        1634.253 (meters)    5361.71  (feet)  COMP
 JL0429  MODELED GRAV-     979,489.2   (mgal)                       NAVD 88
 JL0429
 JL0429  VERT ORDER  -  SECOND    CLASS 0
 JL0429
 JL0429.The horizontal coordinates were scaled from a topographic map and have
 JL0429.an estimated accuracy of +/- 6 seconds.
 JL0429
 JL0429.The orthometric height was determined by differential leveling
 JL0429.and adjusted by the National Geodetic Survey in June 1991..
 JL0429
 JL0429.The geoid height was determined by GEOID03.
 JL0429
 JL0429.The dynamic height is computed by dividing the NAVD 88
 JL0429.geopotential number by the normal gravity value computed on the
 JL0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0429.degrees latitude (g = 980.6199 gals.).
 JL0429
 JL0429.The modeled gravity was interpolated from observed gravity values.
 JL0429
 JL0429;                    North         East    Units  Estimated Accuracy
 JL0429;SPC CO C     -   412,550.      719,190.      MT  (+/- 180 meters Scaled)
 JL0429
 JL0429                          SUPERSEDED SURVEY CONTROL
 JL0429
 JL0429  NGVD 29 (??/??/92) 1634.747  (m)         5363.33   (f) ADJ UNCH    2 0
 JL0429
 JL0429.Superseded values are not recommended for survey control.
 JL0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0429.See file dsdata.txt to determine how the superseded data were derived.
 JL0429
 JL0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC613961(NAD 83)
 JL0429_MARKER: DB = BENCH MARK DISK
 JL0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0429_STAMPING: A 178 1934
 JL0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0429+STABILITY: SURFACE MOTION
 JL0429
 JL0429  HISTORY     - Date     Condition        Report By
 JL0429  HISTORY     - 1934     MONUMENTED       CGS
 JL0429
 JL0429                          STATION DESCRIPTION
 JL0429
 JL0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0429'2.2 MI W FROM HOTCHKISS.
 JL0429'2.2 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JL0429'THE STATION AT HOTCHKISS, DELTA COUNTY, 0.4 MILE SOUTHWEST OF MILEPOST
 JL0429'396, 87 FEET NORTHEAST OF THE NORTHEAST END OF BRIDGE NO. 395+54, AND
 JL0429'27 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 JL0429'STAMPED A 178 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0544 ***********************************************************************
 JK0544  DESIGNATION -  A 179
 JK0544  PID         -  JK0544
 JK0544  STATE/COUNTY-  CO/FREMONT
 JK0544  USGS QUAD   -  PHANTOM CANYON (1954)
 JK0544
 JK0544                         *CURRENT SURVEY CONTROL
 JK0544  ___________________________________________________________________
 JK0544* NAD 83(1986)-  38 31 11.     (N)    105 07 30.     (W)     SCALED    
 JK0544* NAVD 88     -      1866.667  (meters)    6124.22   (feet)  ADJUSTED  
 JK0544  ___________________________________________________________________
 JK0544  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 JK0544  DYNAMIC HT  -        1864.592 (meters)    6117.42  (feet)  COMP
 JK0544  MODELED GRAV-     979,450.9   (mgal)                       NAVD 88
 JK0544
 JK0544  VERT ORDER  -  SECOND    CLASS 0
 JK0544
 JK0544.The horizontal coordinates were scaled from a topographic map and have
 JK0544.an estimated accuracy of +/- 6 seconds.
 JK0544
 JK0544.The orthometric height was determined by differential leveling
 JK0544.and adjusted by the National Geodetic Survey in June 1991..
 JK0544
 JK0544.The geoid height was determined by GEOID03.
 JK0544
 JK0544.The dynamic height is computed by dividing the NAVD 88
 JK0544.geopotential number by the normal gravity value computed on the
 JK0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0544.degrees latitude (g = 980.6199 gals.).
 JK0544
 JK0544.The modeled gravity was interpolated from observed gravity values.
 JK0544
 JK0544;                    North         East    Units  Estimated Accuracy
 JK0544;SPC CO C     -   381,060.      947,110.      MT  (+/- 180 meters Scaled)
 JK0544
 JK0544                          SUPERSEDED SURVEY CONTROL
 JK0544
 JK0544  NGVD 29 (??/??/92) 1865.622  (m)         6120.79   (f) ADJ UNCH    2 0
 JK0544
 JK0544.Superseded values are not recommended for survey control.
 JK0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0544.See file dsdata.txt to determine how the superseded data were derived.
 JK0544
 JK0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC891634(NAD 83)
 JK0544_MARKER: DB = BENCH MARK DISK
 JK0544_SETTING: 66 = SET IN ROCK OUTCROP
 JK0544_SP_SET: ROCK
 JK0544_STAMPING: A 179 1934
 JK0544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0544+STABILITY: POSITION/ELEVATION WELL
 JK0544
 JK0544  HISTORY     - Date     Condition        Report By
 JK0544  HISTORY     - 1934     MONUMENTED       CGS
 JK0544  HISTORY     - 1952     GOOD             NGS
 JK0544
 JK0544                          STATION DESCRIPTION
 JK0544
 JK0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JK0544'10.5 MI N FROM FLORENCE.
 JK0544'10.5 MILES NORTH ALONG STATE HIGHWAY 67 FROM THE POST OFFICE AT
 JK0544'FLORENCE, 38 FEET NORTHWEST OF THE CENTER OF THE NORTH END OF A
 JK0544'SHORT TUNNEL, 32 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 8
 JK0544'FEET SOUTHEAST OF THE SOUTHEAST BANK OF EAST EIGHT MILE CREEK, 2
 JK0544'FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH
 JK0544'SIDE OF A LARGE GRANITE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0088 ***********************************************************************
 LL0088  DESIGNATION -  A 18
 LL0088  PID         -  LL0088
 LL0088  STATE/COUNTY-  CO/WELD
 LL0088  USGS QUAD   -  DEARFIELD (1951)
 LL0088
 LL0088                         *CURRENT SURVEY CONTROL
 LL0088  ___________________________________________________________________
 LL0088* NAD 83(1986)-  40 18 29.     (N)    104 16 52.     (W)     SCALED    
 LL0088* NAVD 88     -      1362.126  (meters)    4468.91   (feet)  POSTED    
 LL0088  ___________________________________________________________________
 LL0088  GEOID HEIGHT-         -18.99  (meters)                     GEOID03
 LL0088  DYNAMIC HT  -        1360.990 (meters)    4465.18  (feet)  COMP
 LL0088  MODELED GRAV-     979,747.6   (mgal)                       NAVD 88
 LL0088
 LL0088  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0088
 LL0088.The horizontal coordinates were scaled from a topographic map and have
 LL0088.an estimated accuracy of +/- 6 seconds.
 LL0088
 LL0088.The orthometric height was determined by differential leveling
 LL0088.and adjusted by the National Geodetic Survey in 1992..
 LL0088.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0088.rate of 0.0 thru 1.0 mm/km.
 LL0088
 LL0088.The geoid height was determined by GEOID03.
 LL0088
 LL0088.The dynamic height is computed by dividing the NAVD 88
 LL0088.geopotential number by the normal gravity value computed on the
 LL0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0088.degrees latitude (g = 980.6199 gals.).
 LL0088
 LL0088.The modeled gravity was interpolated from observed gravity values.
 LL0088
 LL0088;                    North         East    Units  Estimated Accuracy
 LL0088;SPC CO N     -   413,740.    1,018,010.      MT  (+/- 180 meters Scaled)
 LL0088
 LL0088                          SUPERSEDED SURVEY CONTROL
 LL0088
 LL0088  NGVD 29 (??/??/92) 1361.328  (m)         4466.29   (f) ADJ UNCH    1 2
 LL0088
 LL0088.Superseded values are not recommended for survey control.
 LL0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0088.See file dsdata.txt to determine how the superseded data were derived.
 LL0088
 LL0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE610621(NAD 83)
 LL0088_MARKER: DB = BENCH MARK DISK
 LL0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0088_STAMPING: A 18 1926 4466.586
 LL0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0088+STABILITY: SURFACE MOTION
 LL0088
 LL0088  HISTORY     - Date     Condition        Report By
 LL0088  HISTORY     - 1926     MONUMENTED       CGS
 LL0088  HISTORY     - 1952     GOOD             NGS
 LL0088  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0088
 LL0088                          STATION DESCRIPTION
 LL0088
 LL0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 LL0088'2 MI W FROM MASTERS.
 LL0088'2.0 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LL0088'AT MASTERS, 53.4 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 LL0088'TRESTLE 126.75, 35.5 FEET SOUTH OF THE SOUTH RAIL, 13.4 FEET EAST
 LL0088'OF A POWER POLE, 20 FEET NORTHEAST OF A FENCE CORNER, 6 FEET BELOW
 LL0088'THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH IS
 LL0088'FLUSH WITH THE GROUND.
 LL0088
 LL0088                          STATION RECOVERY (1984)
 LL0088
 LL0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0088'THERE HAS BEEN RAILROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0034 ***********************************************************************
 KM0034  DESIGNATION -  A 19
 KM0034  PID         -  KM0034
 KM0034  STATE/COUNTY-  CO/MESA
 KM0034  USGS QUAD   -  RUBY CANYON (1968)
 KM0034
 KM0034                         *CURRENT SURVEY CONTROL
 KM0034  ___________________________________________________________________
 KM0034* NAD 83(1986)-  39 08 57.     (N)    108 59 55.     (W)     SCALED    
 KM0034* NAVD 88     -      1337.584  (meters)    4388.39   (feet)  POSTED    
 KM0034  ___________________________________________________________________
 KM0034  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 KM0034  DYNAMIC HT  -        1336.310 (meters)    4384.21  (feet)  COMP
 KM0034  MODELED GRAV-     979,629.1   (mgal)                       NAVD 88
 KM0034
 KM0034  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KM0034
 KM0034.The horizontal coordinates were scaled from a topographic map and have
 KM0034.an estimated accuracy of +/- 6 seconds.
 KM0034
 KM0034.The orthometric height was determined by differential leveling
 KM0034.and adjusted by the National Geodetic Survey in 1992..
 KM0034.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KM0034.rate of 0.0 thru 1.0 mm/km.
 KM0034
 KM0034.The geoid height was determined by GEOID03.
 KM0034
 KM0034.The dynamic height is computed by dividing the NAVD 88
 KM0034.geopotential number by the normal gravity value computed on the
 KM0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0034.degrees latitude (g = 980.6199 gals.).
 KM0034
 KM0034.The modeled gravity was interpolated from observed gravity values.
 KM0034
 KM0034;                    North         East    Units  Estimated Accuracy
 KM0034;SPC CO C     -   456,690.      612,060.      MT  (+/- 180 meters Scaled)
 KM0034
 KM0034                          SUPERSEDED SURVEY CONTROL
 KM0034
 KM0034  NGVD 29 (??/??/92) 1336.536  (m)         4384.95   (f) ADJ UNCH    1 2
 KM0034
 KM0034.Superseded values are not recommended for survey control.
 KM0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0034.See file dsdata.txt to determine how the superseded data were derived.
 KM0034
 KM0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ729352(NAD 83)
 KM0034_MARKER: DB = BENCH MARK DISK
 KM0034_SETTING: 80 = SET IN A BOULDER
 KM0034_SP_SET: BOULDER
 KM0034_STAMPING: 4384.952 A 19 1927
 KM0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0034+STABILITY: SURFACE MOTION
 KM0034
 KM0034  HISTORY     - Date     Condition        Report By
 KM0034  HISTORY     - 1927     MONUMENTED       CGS
 KM0034  HISTORY     - 1935     GOOD             NGS
 KM0034
 KM0034                          STATION DESCRIPTION
 KM0034
 KM0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KM0034'11.1 MI SW FROM MACK.
 KM0034'11.1 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KM0034'FROM THE STATION AT MACK, MESA COUNTY, 2-1/4 MILES SOUTHWEST OF THE
 KM0034'RAILROAD BUILDINGS AT SHALE SIDING, 56 FEET SOUTH OF MILEPOST 480,
 KM0034'43.5 FEET WEST OF THE CENTERLINE OF THE TRACK, IN AN 8- BY 15-FOOT RED
 KM0034'SANDSTONE BOULDER PROJECTING 2 FEET ABOVE GROUND AT THE EAST END AND
 KM0034'PARTLY CONCEALED BY A LARGER SANDSTONE BOULDER, 2 FEET WEST OF THE
 KM0034'EAST SIDE, 4 FEET FROM THE NORTHEAST CORNER, AND 1 FOOT HIGHER THAN
 KM0034'THE TRACK.  A STANDARD DISK, STAMPED 4384.952 A 19 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0183 ***********************************************************************
 KL0183  DESIGNATION -  A 2
 KL0183  PID         -  KL0183
 KL0183  STATE/COUNTY-  CO/LAKE
 KL0183  USGS QUAD   -  LEADVILLE NORTH (1994)
 KL0183
 KL0183                         *CURRENT SURVEY CONTROL
 KL0183  ___________________________________________________________________
 KL0183* NAD 83(1986)-  39 21 27.     (N)    106 18 45.     (W)     SCALED    
 KL0183* NAVD 88     -      3117.343  (meters)   10227.48   (feet)  ADJUSTED  
 KL0183  ___________________________________________________________________
 KL0183  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 KL0183  DYNAMIC HT  -        3113.173 (meters)   10213.80  (feet)  COMP
 KL0183  MODELED GRAV-     979,176.1   (mgal)                       NAVD 88
 KL0183
 KL0183  VERT ORDER  -  FIRST     CLASS II
 KL0183
 KL0183.The horizontal coordinates were scaled from a topographic map and have
 KL0183.an estimated accuracy of +/- 6 seconds.
 KL0183
 KL0183.The orthometric height was determined by differential leveling
 KL0183.and adjusted by the National Geodetic Survey in June 1991..
 KL0183
 KL0183.The geoid height was determined by GEOID03.
 KL0183
 KL0183.The dynamic height is computed by dividing the NAVD 88
 KL0183.geopotential number by the normal gravity value computed on the
 KL0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0183.degrees latitude (g = 980.6199 gals.).
 KL0183
 KL0183.The modeled gravity was interpolated from observed gravity values.
 KL0183
 KL0183;                    North         East    Units  Estimated Accuracy
 KL0183;SPC CO C     -   474,310.      844,380.      MT  (+/- 180 meters Scaled)
 KL0183
 KL0183                          SUPERSEDED SURVEY CONTROL
 KL0183
 KL0183  NGVD 29 (??/??/92) 3115.478  (m)        10221.36   (f) ADJ UNCH    1 2
 KL0183
 KL0183.Superseded values are not recommended for survey control.
 KL0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0183.See file dsdata.txt to determine how the superseded data were derived.
 KL0183
 KL0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD869572(NAD 83)
 KL0183_MARKER: DB = BENCH MARK DISK
 KL0183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KL0183_SP_SET: FOUNDATION
 KL0183_STAMPING: A 2 10.223
 KL0183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0183
 KL0183  HISTORY     - Date     Condition        Report By
 KL0183  HISTORY     - UNK      MONUMENTED       CGS
 KL0183  HISTORY     - 1959     MARK NOT FOUND   DOD
 KL0183
 KL0183                          STATION DESCRIPTION
 KL0183
 KL0183'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 KL0183'IN TENNESSEE PASS.
 KL0183'AT TENNESSEE PASS, LAKE COUNTY 430 FEET NORTH OF THE DENVER AND RIO
 KL0183'GRANDE WESTERN RAILROAD STATION, AT THE SITE OF A WATER TANK (THE
 KL0183'WATER TANK HAS BEEN REMOVED), AND IN THE TOP OF THE NORTH STONE
 KL0183'FOUNDATION.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 KL0183'A 2 10.223.  NOTE-- IT WAS REPORTED IN 1934 AND AGAIN IN 1943 THAT THE
 KL0183'MARK IS COVERED OVER WITH 18 INCHES OF CINDERS.  NOTE-- FOUNDATION IS
 KL0183'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0348 ***********************************************************************
 KK0348  DESIGNATION -  A 2
 KK0348  PID         -  KK0348
 KK0348  STATE/COUNTY-  CO/DENVER
 KK0348  USGS QUAD   -  COMMERCE CITY (1994)
 KK0348
 KK0348                         *CURRENT SURVEY CONTROL
 KK0348  ___________________________________________________________________
 KK0348* NAD 83(1986)-  39 46 22.     (N)    104 58 19.     (W)     SCALED    
 KK0348* NAVD 88     -      1585.317  (meters)    5201.16   (feet)  POSTED    
 KK0348  ___________________________________________________________________
 KK0348  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 KK0348  DYNAMIC HT  -        1583.820 (meters)    5196.25  (feet)  COMP
 KK0348  MODELED GRAV-     979,624.7   (mgal)                       NAVD 88
 KK0348
 KK0348  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0348
 KK0348.The horizontal coordinates were scaled from a topographic map and have
 KK0348.an estimated accuracy of +/- 6 seconds.
 KK0348
 KK0348.The orthometric height was determined by differential leveling
 KK0348.and adjusted by the National Geodetic Survey in 1992..
 KK0348.No vertical observational check was made to the station.
 KK0348.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0348.was located on a no-check spur therefore a value was not computed.
 KK0348
 KK0348.The geoid height was determined by GEOID03.
 KK0348
 KK0348.The dynamic height is computed by dividing the NAVD 88
 KK0348.geopotential number by the normal gravity value computed on the
 KK0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0348.degrees latitude (g = 980.6199 gals.).
 KK0348
 KK0348.The modeled gravity was interpolated from observed gravity values.
 KK0348
 KK0348;                    North         East    Units  Estimated Accuracy
 KK0348;SPC CO C     -   520,230.      959,640.      MT  (+/- 180 meters Scaled)
 KK0348
 KK0348                          SUPERSEDED SURVEY CONTROL
 KK0348
 KK0348  NGVD 29 (??/??/92) 1584.428  (m)         5198.24   (f) ADJ UNCH    1 2
 KK0348
 KK0348.Superseded values are not recommended for survey control.
 KK0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0348.See file dsdata.txt to determine how the superseded data were derived.
 KK0348
 KK0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE024025(NAD 83)
 KK0348_MARKER: O = CHISELED CIRCLE
 KK0348_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0348_SP_SET: WINDOW SILL
 KK0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0348
 KK0348  HISTORY     - Date     Condition        Report By
 KK0348  HISTORY     - UNK      MONUMENTED       CGS
 KK0348  HISTORY     - 1939     GOOD             NGS
 KK0348
 KK0348                          STATION DESCRIPTION
 KK0348
 KK0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0348'1.5 MI NE FROM DENVER.
 KK0348'1.5 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM UNION
 KK0348'STATION AT DENVER, DENVER COUNTY, IN THE VICINITY OF THE
 KK0348'PROLONGATION OF EAST 4 TH AVENUE AND THE PROLONGATION OF VINE
 KK0348'STREET, AT THE SOUTH WALL OF A BRICK RAILROAD MACHINE SHOP, 6 FEET
 KK0348'WEST OF THE SOUTHEAST CORNER, AND ON THE CENTER OF THE TOP OF THE
 KK0348'STONE SILL UNDER THE FIRST WINDOW.  THE BOTTOM OF A SQUARE HOLE
 KK0348'SURROUNDED BY THE LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0289 ***********************************************************************
 HL0289  DESIGNATION -  A 20
 HL0289  PID         -  HL0289
 HL0289  STATE/COUNTY-  CO/SAN JUAN
 HL0289  USGS QUAD   -  SNOWDON PEAK (1972)
 HL0289
 HL0289                         *CURRENT SURVEY CONTROL
 HL0289  ___________________________________________________________________
 HL0289* NAD 83(1986)-  37 40 51.     (N)    107 39 44.     (W)     SCALED    
 HL0289* NAVD 88     -      2635.223  (meters)    8645.73   (feet)  POSTED    
 HL0289  ___________________________________________________________________
 HL0289  GEOID HEIGHT-         -15.58  (meters)                     GEOID03
 HL0289  DYNAMIC HT  -        2631.490 (meters)    8633.48  (feet)  COMP
 HL0289  MODELED GRAV-     979,118.9   (mgal)                       NAVD 88
 HL0289
 HL0289  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HL0289
 HL0289.The horizontal coordinates were scaled from a topographic map and have
 HL0289.an estimated accuracy of +/- 6 seconds.
 HL0289
 HL0289.The orthometric height was determined by differential leveling
 HL0289.and adjusted by the National Geodetic Survey in 1992..
 HL0289.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HL0289.rate of 0.0 thru 1.0 mm/km.
 HL0289
 HL0289.The geoid height was determined by GEOID03.
 HL0289
 HL0289.The dynamic height is computed by dividing the NAVD 88
 HL0289.geopotential number by the normal gravity value computed on the
 HL0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0289.degrees latitude (g = 980.6199 gals.).
 HL0289
 HL0289.The modeled gravity was interpolated from observed gravity values.
 HL0289
 HL0289;                    North         East    Units  Estimated Accuracy
 HL0289;SPC CO S     -   419,560.      723,700.      MT  (+/- 180 meters Scaled)
 HL0289
 HL0289                          SUPERSEDED SURVEY CONTROL
 HL0289
 HL0289  NGVD 29 (??/??/92) 2633.650  (m)         8640.57   (f) ADJ UNCH    1 2
 HL0289
 HL0289.Superseded values are not recommended for survey control.
 HL0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0289.See file dsdata.txt to determine how the superseded data were derived.
 HL0289
 HL0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB652737(NAD 83)
 HL0289_MARKER: DB = BENCH MARK DISK
 HL0289_SETTING: 80 = SET IN A BOULDER
 HL0289_SP_SET: BOULDER
 HL0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0289+STABILITY: SURFACE MOTION
 HL0289
 HL0289  HISTORY     - Date     Condition        Report By
 HL0289  HISTORY     - UNK      MONUMENTED       CGS
 HL0289  HISTORY     - 1928     GOOD             NGS
 HL0289
 HL0289                          STATION DESCRIPTION
 HL0289
 HL0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 HL0289'6.75 MI S FROM SILVERTON.
 HL0289'3 MILES SOUTH OF ELK PARK SIDING, 0.5 MILES SOUTH OF MILE POST NO.
 HL0289'488, 20 FT. EAST OF D. AND R.G.RR. TRACKS.  IN LARGE GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0774 ***********************************************************************
 KK0774  DESIGNATION -  A 20
 KK0774  PID         -  KK0774
 KK0774  STATE/COUNTY-  CO/BOULDER
 KK0774  USGS QUAD   -  NEDERLAND (1972)
 KK0774
 KK0774                         *CURRENT SURVEY CONTROL
 KK0774  ___________________________________________________________________
 KK0774* NAD 83(1986)-  39 56 15.     (N)    105 30 13.     (W)     SCALED    
 KK0774* NAVD 88     -      2580.452  (meters)    8466.03   (feet)  ADJUSTED  
 KK0774  ___________________________________________________________________
 KK0774  GEOID HEIGHT-         -13.36  (meters)                     GEOID03
 KK0774  DYNAMIC HT  -        2577.566 (meters)    8456.56  (feet)  COMP
 KK0774  MODELED GRAV-     979,414.0   (mgal)                       NAVD 88
 KK0774
 KK0774  VERT ORDER  -  SECOND    CLASS 0
 KK0774
 KK0774.The horizontal coordinates were scaled from a topographic map and have
 KK0774.an estimated accuracy of +/- 6 seconds.
 KK0774
 KK0774.The orthometric height was determined by differential leveling
 KK0774.and adjusted by the National Geodetic Survey in June 1991..
 KK0774
 KK0774.The geoid height was determined by GEOID03.
 KK0774
 KK0774.The dynamic height is computed by dividing the NAVD 88
 KK0774.geopotential number by the normal gravity value computed on the
 KK0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0774.degrees latitude (g = 980.6199 gals.).
 KK0774
 KK0774.The modeled gravity was interpolated from observed gravity values.
 KK0774
 KK0774;                    North         East    Units  Estimated Accuracy
 KK0774;SPC CO N     -   371,880.      914,090.      MT  (+/- 180 meters Scaled)
 KK0774
 KK0774                          SUPERSEDED SURVEY CONTROL
 KK0774
 KK0774  NGVD 29 (??/??/92) 2579.069  (m)         8461.50   (f) ADJ UNCH    2 0
 KK0774
 KK0774.Superseded values are not recommended for survey control.
 KK0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0774.See file dsdata.txt to determine how the superseded data were derived.
 KK0774
 KK0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE569209(NAD 83)
 KK0774_MARKER: DD = SURVEY DISK
 KK0774_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 KK0774_SP_SET: ROCK
 KK0774_STAMPING: A 20 1941
 KK0774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0774
 KK0774  HISTORY     - Date     Condition        Report By
 KK0774  HISTORY     - 1941     MONUMENTED       USGS
 KK0774  HISTORY     - 1951     GOOD             USGS
 KK0774  HISTORY     - 19950905 MARK NOT FOUND   USPSQD
 KK0774  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KK0774  HISTORY     - 20020914 MARK NOT FOUND   USPSQD
 KK0774  HISTORY     - 20050917 MARK NOT FOUND   USPSQD
 KK0774
 KK0774                          STATION DESCRIPTION
 KK0774
 KK0774'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 KK0774'1.7 MI N FROM ROLLINSVILLE.
 KK0774'0.1 MILE NORTHWEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 KK0774'ROLLINSVILLE, THENCE 1.6 MILES NORTH ALONG STATE HIGHWAY 119, 17
 KK0774'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 5 FEET ABOVE THE
 KK0774'LEVEL OF THE HIGHWAY, SET IN THE TOP OF A LARGE GRANITE ROCK.
 KK0774
 KK0774                          STATION RECOVERY (1995)
 KK0774
 KK0774'RECOVERY NOTE BY US POWER SQUADRON 1995
 KK0774'MARK NOT FOUND.
 KK0774
 KK0774                          STATION RECOVERY (2001)
 KK0774
 KK0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KK0774'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KK0774
 KK0774                          STATION RECOVERY (2002)
 KK0774
 KK0774'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 KK0774'MARK NOT FOUND.
 KK0774
 KK0774                          STATION RECOVERY (2005)
 KK0774
 KK0774'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 KK0774'STATE HIGHWAY 119 HAS BEEN WIDENED IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0223 ***********************************************************************
 LK0223  DESIGNATION -  A 207
 LK0223  PID         -  LK0223
 LK0223  STATE/COUNTY-  CO/LOGAN
 LK0223  USGS QUAD   -  STERLING SOUTH (1951)
 LK0223
 LK0223                         *CURRENT SURVEY CONTROL
 LK0223  ___________________________________________________________________
 LK0223* NAD 83(1986)-  40 37 19.     (N)    103 13 14.     (W)     SCALED    
 LK0223* NAVD 88     -      1201.408  (meters)    3941.62   (feet)  ADJUSTED  
 LK0223  ___________________________________________________________________
 LK0223  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 LK0223  DYNAMIC HT  -        1200.531 (meters)    3938.74  (feet)  COMP
 LK0223  MODELED GRAV-     979,853.8   (mgal)                       NAVD 88
 LK0223
 LK0223  VERT ORDER  -  SECOND    CLASS 0
 LK0223
 LK0223.The horizontal coordinates were scaled from a topographic map and have
 LK0223.an estimated accuracy of +/- 6 seconds.
 LK0223
 LK0223.The orthometric height was determined by differential leveling
 LK0223.and adjusted by the National Geodetic Survey in June 1991..
 LK0223
 LK0223.The geoid height was determined by GEOID03.
 LK0223
 LK0223.The dynamic height is computed by dividing the NAVD 88
 LK0223.geopotential number by the normal gravity value computed on the
 LK0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0223.degrees latitude (g = 980.6199 gals.).
 LK0223
 LK0223.The modeled gravity was interpolated from observed gravity values.
 LK0223
 LK0223;                    North         East    Units  Estimated Accuracy
 LK0223;SPC CO N     -   450,360.    1,107,250.      MT  (+/- 180 meters Scaled)
 LK0223
 LK0223                          SUPERSEDED SURVEY CONTROL
 LK0223
 LK0223  NGVD 29 (??/??/92) 1200.873  (m)         3939.86   (f) ADJ UNCH    2 0
 LK0223
 LK0223.Superseded values are not recommended for survey control.
 LK0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0223.See file dsdata.txt to determine how the superseded data were derived.
 LK0223
 LK0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE505983(NAD 83)
 LK0223_MARKER: DB = BENCH MARK DISK
 LK0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0223_STAMPING: A 207 1934
 LK0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0223+STABILITY: SURFACE MOTION
 LK0223
 LK0223  HISTORY     - Date     Condition        Report By
 LK0223  HISTORY     - 1934     MONUMENTED       CGS
 LK0223
 LK0223                          STATION DESCRIPTION
 LK0223
 LK0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LK0223'AT STERLING.
 LK0223'IN THE SOUTHWEST PART OF STERLING, LOGAN COUNTY, ON THE CHICAGO,
 LK0223'BURLINGTON AND QUINCY RAILROAD, 27.6 FEET NORTHWEST OF THE NORTH
 LK0223'CORNER OF THE TEXACO OIL CO. BULK STATION, 74.3 FEET NORTHWEST
 LK0223'OF THE NORTHWEST RAIL, 20.4 FEET SOUTHEAST OF THE CENTERLINE OF
 LK0223'A ROAD, LEVEL WITH THE ROAD.  A STANDARD DISK, STAMPED A 207 1934
 LK0223'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0275 ***********************************************************************
 LL0275  DESIGNATION -  A 209
 LL0275  PID         -  LL0275
 LL0275  STATE/COUNTY-  CO/WELD
 LL0275  USGS QUAD   -  GREELEY (1980)
 LL0275
 LL0275                         *CURRENT SURVEY CONTROL
 LL0275  ___________________________________________________________________
 LL0275* NAD 83(1986)-  40 29 56.     (N)    104 42 10.     (W)     SCALED    
 LL0275* NAVD 88     -      1457.881  (meters)    4783.06   (feet)  ADJUSTED  
 LL0275  ___________________________________________________________________
 LL0275  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 LL0275  DYNAMIC HT  -        1456.647 (meters)    4779.02  (feet)  COMP
 LL0275  MODELED GRAV-     979,728.4   (mgal)                       NAVD 88
 LL0275
 LL0275  VERT ORDER  -  FIRST     CLASS II
 LL0275
 LL0275.The horizontal coordinates were scaled from a topographic map and have
 LL0275.an estimated accuracy of +/- 6 seconds.
 LL0275
 LL0275.The orthometric height was determined by differential leveling
 LL0275.and adjusted by the National Geodetic Survey in June 1991..
 LL0275
 LL0275.The geoid height was determined by GEOID03.
 LL0275
 LL0275.The dynamic height is computed by dividing the NAVD 88
 LL0275.geopotential number by the normal gravity value computed on the
 LL0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0275.degrees latitude (g = 980.6199 gals.).
 LL0275
 LL0275.The modeled gravity was interpolated from observed gravity values.
 LL0275
 LL0275;                    North         East    Units  Estimated Accuracy
 LL0275;SPC CO N     -   434,520.      981,980.      MT  (+/- 180 meters Scaled)
 LL0275
 LL0275                          SUPERSEDED SURVEY CONTROL
 LL0275
 LL0275  NGVD 29 (??/??/92) 1456.983  (m)         4780.12   (f) ADJ UNCH    1 2
 LL0275
 LL0275.Superseded values are not recommended for survey control.
 LL0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0275.See file dsdata.txt to determine how the superseded data were derived.
 LL0275
 LL0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE251831(NAD 83)
 LL0275_MARKER: DB = BENCH MARK DISK
 LL0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0275_STAMPING: A 209 1934
 LL0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0275+STABILITY: SURFACE MOTION
 LL0275
 LL0275  HISTORY     - Date     Condition        Report By
 LL0275  HISTORY     - 1934     MONUMENTED       CGS
 LL0275  HISTORY     - 1956     GOOD             NGS
 LL0275  HISTORY     - 1960     MARK NOT FOUND   USGS
 LL0275  HISTORY     - 1983     MARK NOT FOUND   NGS
 LL0275
 LL0275                          STATION DESCRIPTION
 LL0275
 LL0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0275'2.2 MI S FROM EATON.
 LL0275'2.25 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LL0275'AT EATON, 18.4 FOOT NORTH OF THE 1ST POLE NORTH OF MILEPOST 57, 41
 LL0275'FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY 85, 37 FEET WEST OF
 LL0275'THE WEST RAIL, 7 FEET EAST OF A FENCE, 1 FOOT NORTH OF A WITNESS
 LL0275'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT
 LL0275'ABOVE THE GROUND, IN SECTION 7, TOWNSHIP 6 NORTH, RANGE 65 WEST.
 LL0275'0.2 MILE NORTH OF A ROAD CROSSING.
 LL0275
 LL0275                          STATION RECOVERY (1960)
 LL0275
 LL0275'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LL0275'MARK NOT FOUND.
 LL0275
 LL0275                          STATION RECOVERY (1983)
 LL0275
 LL0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0275'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0085 ***********************************************************************
 HK0085  DESIGNATION -  A 21
 HK0085  PID         -  HK0085
 HK0085  STATE/COUNTY-  CO/LAS ANIMAS
 HK0085  USGS QUAD   -  STARKVILLE (1979)
 HK0085
 HK0085                         *CURRENT SURVEY CONTROL
 HK0085  ___________________________________________________________________
 HK0085* NAD 83(1986)-  37 03 57.     (N)    104 31 13.     (W)     SCALED    
 HK0085* NAVD 88     -      2033.624  (meters)    6671.98   (feet)  ADJUSTED  
 HK0085  ___________________________________________________________________
 HK0085  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 HK0085  DYNAMIC HT  -        2031.048 (meters)    6663.53  (feet)  COMP
 HK0085  MODELED GRAV-     979,291.7   (mgal)                       NAVD 88
 HK0085
 HK0085  VERT ORDER  -  FIRST     CLASS II
 HK0085
 HK0085.The horizontal coordinates were scaled from a topographic map and have
 HK0085.an estimated accuracy of +/- 6 seconds.
 HK0085
 HK0085.The orthometric height was determined by differential leveling
 HK0085.and adjusted by the National Geodetic Survey in June 1991..
 HK0085
 HK0085.The geoid height was determined by GEOID03.
 HK0085
 HK0085.The dynamic height is computed by dividing the NAVD 88
 HK0085.geopotential number by the normal gravity value computed on the
 HK0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0085.degrees latitude (g = 980.6199 gals.).
 HK0085
 HK0085.The modeled gravity was interpolated from observed gravity values.
 HK0085
 HK0085;                    North         East    Units  Estimated Accuracy
 HK0085;SPC CO S     -   349,560.    1,001,540.      MT  (+/- 180 meters Scaled)
 HK0085
 HK0085                          SUPERSEDED SURVEY CONTROL
 HK0085
 HK0085  NGVD 29 (??/??/92) 2032.570  (m)         6668.52   (f) ADJ UNCH    1 2
 HK0085
 HK0085.Superseded values are not recommended for survey control.
 HK0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0085.See file dsdata.txt to determine how the superseded data were derived.
 HK0085
 HK0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB426022(NAD 83)
 HK0085_MARKER: DB = BENCH MARK DISK
 HK0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0085_STAMPING: 6668.523 A 21 1929
 HK0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0085+STABILITY: SURFACE MOTION
 HK0085
 HK0085  HISTORY     - Date     Condition        Report By
 HK0085  HISTORY     - 1929     MONUMENTED       CGS
 HK0085
 HK0085                          STATION DESCRIPTION
 HK0085
 HK0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 HK0085'3.7 MI S FROM STARKEVILLE.
 HK0085'3.7 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 HK0085'THE STATION AT STARKVILLE, LAS ANIMAS COUNTY, 1.0 MILE NORTH OF THE
 HK0085'SWITCH TOWER AT GALLINAS, 300 FEET WEST OF U.S. HIGHWAY 85, 72
 HK0085'FEET SOUTH OF THE SOUTH POST OF A RAIL REST, 55 FEET EAST OF THE
 HK0085'CENTERLINE OF THE EAST TRACK, 1.8 FEET WEST (INSIDE) OF THE EAST
 HK0085'RIGHT-OF-WAY FENCE, AND 4 FEET LOWER THEN THE EAST TRACK.  A
 HK0085'STANDARD DISK, STAMPED 6668.523 A 21 1929, AND SET IN THE TOP OF A
 HK0085'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0496 ***********************************************************************
 KK0496  DESIGNATION -  A 22
 KK0496  PID         -  KK0496
 KK0496  STATE/COUNTY-  CO/BOULDER
 KK0496  USGS QUAD   -  NEDERLAND (1972)
 KK0496
 KK0496                         *CURRENT SURVEY CONTROL
 KK0496  ___________________________________________________________________
 KK0496* NAD 83(1986)-  39 57 42.     (N)    105 30 38.     (W)     SCALED    
 KK0496* NAVD 88     -      2510.874  (meters)    8237.76   (feet)  ADJUSTED  
 KK0496  ___________________________________________________________________
 KK0496  GEOID HEIGHT-         -13.29  (meters)                     GEOID03
 KK0496  DYNAMIC HT  -        2508.114 (meters)    8228.70  (feet)  COMP
 KK0496  MODELED GRAV-     979,435.5   (mgal)                       NAVD 88
 KK0496
 KK0496  VERT ORDER  -  SECOND    CLASS 0
 KK0496
 KK0496.The horizontal coordinates were scaled from a topographic map and have
 KK0496.an estimated accuracy of +/- 6 seconds.
 KK0496
 KK0496.The orthometric height was determined by differential leveling
 KK0496.and adjusted by the National Geodetic Survey in June 1991..
 KK0496
 KK0496.The geoid height was determined by GEOID03.
 KK0496
 KK0496.The dynamic height is computed by dividing the NAVD 88
 KK0496.geopotential number by the normal gravity value computed on the
 KK0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0496.degrees latitude (g = 980.6199 gals.).
 KK0496
 KK0496.The modeled gravity was interpolated from observed gravity values.
 KK0496
 KK0496;                    North         East    Units  Estimated Accuracy
 KK0496;SPC CO N     -   374,560.      913,500.      MT  (+/- 180 meters Scaled)
 KK0496
 KK0496                          SUPERSEDED SURVEY CONTROL
 KK0496
 KK0496  NGVD 29 (??/??/92) 2509.528  (m)         8233.34   (f) ADJ UNCH    2 0
 KK0496
 KK0496.Superseded values are not recommended for survey control.
 KK0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0496.See file dsdata.txt to determine how the superseded data were derived.
 KK0496
 KK0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE563236(NAD 83)
 KK0496_MARKER: DD = SURVEY DISK
 KK0496_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0496_SP_SET: BRIDGE
 KK0496_STAMPING: A 22 1941
 KK0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0496
 KK0496  HISTORY     - Date     Condition        Report By
 KK0496  HISTORY     - 1941     MONUMENTED       USGS
 KK0496  HISTORY     - 1951     GOOD             NGS
 KK0496  HISTORY     - 1977     GOOD             DOD
 KK0496  HISTORY     - 19950825 MARK NOT FOUND   USPSQD
 KK0496  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KK0496  HISTORY     - 20020913 MARK NOT FOUND   USPSQD
 KK0496  HISTORY     - 20050201 MARK NOT FOUND   USPSQD
 KK0496
 KK0496                          STATION DESCRIPTION
 KK0496
 KK0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0496'AT NEDERLAND.
 KK0496'AT NEDERLAND, 104 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF
 KK0496'STATE HIGHWAYS 160, 72 AND 119, 25 FEET WEST OF THE CENTER LINE OF
 KK0496'STATE HIGHWAY 119, 4 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN
 KK0496'THE TOP OF THE SOUTHEAST END OF THE WEST WINGWALL OF A CONCRETE
 KK0496'BRIDGE OVER MIDDLE BOULDER CREEK.
 KK0496
 KK0496                          STATION RECOVERY (1977)
 KK0496
 KK0496'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1977
 KK0496'RECOVERED IN GOOD CONDITION.
 KK0496
 KK0496                          STATION RECOVERY (1995)
 KK0496
 KK0496'RECOVERY NOTE BY US POWER SQUADRON 1995
 KK0496'MARK NOT FOUND.
 KK0496
 KK0496                          STATION RECOVERY (2001)
 KK0496
 KK0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KK0496'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KK0496
 KK0496                          STATION RECOVERY (2002)
 KK0496
 KK0496'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 KK0496'MARK NOT FOUND.
 KK0496
 KK0496                          STATION RECOVERY (2005)
 KK0496
 KK0496'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 KK0496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0128 ***********************************************************************
 HK0128  DESIGNATION -  A 22
 HK0128  PID         -  HK0128
 HK0128  STATE/COUNTY-  CO/HUERFANO
 HK0128  USGS QUAD   -  MARIA RESERVOIR (1963)
 HK0128
 HK0128                         *CURRENT SURVEY CONTROL
 HK0128  ___________________________________________________________________
 HK0128* NAD 83(1986)-  37 39 03.     (N)    104 44 50.     (W)     SCALED    
 HK0128* NAVD 88     -      1868.958  (meters)    6131.74   (feet)  ADJUSTED  
 HK0128  ___________________________________________________________________
 HK0128  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 HK0128  DYNAMIC HT  -        1866.756 (meters)    6124.52  (feet)  COMP
 HK0128  MODELED GRAV-     979,385.1   (mgal)                       NAVD 88
 HK0128
 HK0128  VERT ORDER  -  FIRST     CLASS II
 HK0128
 HK0128.The horizontal coordinates were scaled from a topographic map and have
 HK0128.an estimated accuracy of +/- 6 seconds.
 HK0128
 HK0128.The orthometric height was determined by differential leveling
 HK0128.and adjusted by the National Geodetic Survey in June 1991..
 HK0128
 HK0128.The geoid height was determined by GEOID03.
 HK0128
 HK0128.The dynamic height is computed by dividing the NAVD 88
 HK0128.geopotential number by the normal gravity value computed on the
 HK0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0128.degrees latitude (g = 980.6199 gals.).
 HK0128
 HK0128.The modeled gravity was interpolated from observed gravity values.
 HK0128
 HK0128;                    North         East    Units  Estimated Accuracy
 HK0128;SPC CO S     -   414,300.      980,830.      MT  (+/- 180 meters Scaled)
 HK0128
 HK0128                          SUPERSEDED SURVEY CONTROL
 HK0128
 HK0128  NGVD 29 (??/??/92) 1867.959  (m)         6128.46   (f) ADJ UNCH    1 2
 HK0128
 HK0128.Superseded values are not recommended for survey control.
 HK0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0128.See file dsdata.txt to determine how the superseded data were derived.
 HK0128
 HK0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB222671(NAD 83)
 HK0128_MARKER: DB = BENCH MARK DISK
 HK0128_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HK0128_SP_SET: CULVERT
 HK0128_STAMPING: 6128.462 A 22 1929
 HK0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0128
 HK0128  HISTORY     - Date     Condition        Report By
 HK0128  HISTORY     - 1929     MONUMENTED       CGS
 HK0128  HISTORY     - 1935     GOOD             NGS
 HK0128
 HK0128                          STATION DESCRIPTION
 HK0128
 HK0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HK0128'2.8 MI N FROM WALSENBURG.
 HK0128'2.8 MILES NORTH ALONG THE COLORADO AND SOUTHERN RAILWAY FROM THE
 HK0128'STATION AT WALSENBURG, HUERFANO COUNTY, 700 FEET NORTH OF MILEPOST
 HK0128'169, AT A SIPHON-TYPE CONCRETE CULVERT, 25 FEET EAST OF THE
 HK0128'CENTERLINE OF THE EAST TRACK, IN THE NORTH END OF THE HEADWALL, 2
 HK0128'FEET FROM THE NORTH EDGE OF THE BUTTRESS, 6 INCHES FROM THE
 HK0128'INTERSECTION OF THE HEADWALL AND THE BUTTRESS, 3 FEET HIGHER THAN
 HK0128'THE TRACK, AND 2.5 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 HK0128'6128.462 A 22 1929.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0172 ***********************************************************************
 KK0172  DESIGNATION -  A 23
 KK0172  PID         -  KK0172
 KK0172  STATE/COUNTY-  CO/EL PASO
 KK0172  USGS QUAD   -  PALMER LAKE (1994)
 KK0172
 KK0172                         *CURRENT SURVEY CONTROL
 KK0172  ___________________________________________________________________
 KK0172* NAD 83(1986)-  39 07 28.     (N)    104 54 44.     (W)     SCALED    
 KK0172* NAVD 88     -      2203.416  (meters)    7229.04   (feet)  ADJUSTED  
 KK0172  ___________________________________________________________________
 KK0172  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 KK0172  DYNAMIC HT  -        2200.948 (meters)    7220.94  (feet)  COMP
 KK0172  MODELED GRAV-     979,427.9   (mgal)                       NAVD 88
 KK0172
 KK0172  VERT ORDER  -  FIRST     CLASS II
 KK0172
 KK0172.The horizontal coordinates were scaled from a topographic map and have
 KK0172.an estimated accuracy of +/- 6 seconds.
 KK0172
 KK0172.The orthometric height was determined by differential leveling
 KK0172.and adjusted by the National Geodetic Survey in June 1991..
 KK0172
 KK0172.The geoid height was determined by GEOID03.
 KK0172
 KK0172.The dynamic height is computed by dividing the NAVD 88
 KK0172.geopotential number by the normal gravity value computed on the
 KK0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0172.degrees latitude (g = 980.6199 gals.).
 KK0172
 KK0172.The modeled gravity was interpolated from observed gravity values.
 KK0172
 KK0172;                    North         East    Units  Estimated Accuracy
 KK0172;SPC CO C     -   448,290.      965,230.      MT  (+/- 180 meters Scaled)
 KK0172
 KK0172                          SUPERSEDED SURVEY CONTROL
 KK0172
 KK0172  NGVD 29 (??/??/92) 2202.193  (m)         7225.03   (f) ADJ UNCH    1 2
 KK0172
 KK0172.Superseded values are not recommended for survey control.
 KK0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0172.See file dsdata.txt to determine how the superseded data were derived.
 KK0172
 KK0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED075305(NAD 83)
 KK0172_MARKER: DB = BENCH MARK DISK
 KK0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0172_STAMPING: A 23 1929
 KK0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0172+STABILITY: SURFACE MOTION
 KK0172
 KK0172  HISTORY     - Date     Condition        Report By
 KK0172  HISTORY     - 1929     MONUMENTED       CGS
 KK0172  HISTORY     - 1954     GOOD             NGS
 KK0172
 KK0172                          STATION DESCRIPTION
 KK0172
 KK0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0172'0.3 MI S FROM PALMER LAKE.
 KK0172'0.3 MILE SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KK0172'FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 KK0172'PALMER LAKE, 0.2 MILE SOUTH OF MILEPOST 52, 85 FEET NORTH OF THE
 KK0172'NORTH SIDE OF A WATER TANK, 22 FEET WEST OF THE WEST RAIL OF THE
 KK0172'MAIN TRACK, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 KK0172'CONCRETE POST WHICH IS 0.4 FOOT BELOW THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0230 ***********************************************************************
 JK0230  DESIGNATION -  A 24
 JK0230  PID         -  JK0230
 JK0230  STATE/COUNTY-  CO/EL PASO
 JK0230  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK0230
 JK0230                         *CURRENT SURVEY CONTROL
 JK0230  ___________________________________________________________________
 JK0230* NAD 83(1986)-  38 51 56.     (N)    104 49 55.     (W)     SCALED    
 JK0230* NAVD 88     -      1853.042  (meters)    6079.52   (feet)  ADJUSTED  
 JK0230  ___________________________________________________________________
 JK0230  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 JK0230  DYNAMIC HT  -        1851.024 (meters)    6072.90  (feet)  COMP
 JK0230  MODELED GRAV-     979,473.3   (mgal)                       NAVD 88
 JK0230
 JK0230  VERT ORDER  -  FIRST     CLASS II
 JK0230
 JK0230.The horizontal coordinates were scaled from a topographic map and have
 JK0230.an estimated accuracy of +/- 6 seconds.
 JK0230
 JK0230.The orthometric height was determined by differential leveling
 JK0230.and adjusted by the National Geodetic Survey in June 1991..
 JK0230.WARNING-Repeat measurements at this control monument indicate possible
 JK0230.vertical movement.
 JK0230
 JK0230.The geoid height was determined by GEOID03.
 JK0230
 JK0230.The dynamic height is computed by dividing the NAVD 88
 JK0230.geopotential number by the normal gravity value computed on the
 JK0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0230.degrees latitude (g = 980.6199 gals.).
 JK0230
 JK0230.The modeled gravity was interpolated from observed gravity values.
 JK0230
 JK0230;                    North         East    Units  Estimated Accuracy
 JK0230;SPC CO C     -   419,600.      972,380.      MT  (+/- 180 meters Scaled)
 JK0230
 JK0230                          SUPERSEDED SURVEY CONTROL
 JK0230
 JK0230  NGVD 29 (??/??/92) 1851.962  (m)         6075.98   (f) ADJ UNCH    1 2
 JK0230
 JK0230.Superseded values are not recommended for survey control.
 JK0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0230.See file dsdata.txt to determine how the superseded data were derived.
 JK0230
 JK0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED145018(NAD 83)
 JK0230_MARKER: DB = BENCH MARK DISK
 JK0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0230_STAMPING: A 24 1929
 JK0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0230+STABILITY: SURFACE MOTION
 JK0230
 JK0230  HISTORY     - Date     Condition        Report By
 JK0230  HISTORY     - 1929     MONUMENTED       CGS
 JK0230  HISTORY     - 1953     GOOD             NGS
 JK0230
 JK0230                          STATION DESCRIPTION
 JK0230
 JK0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0230'2.2 MI N FROM COLORADO SPRINGS.
 JK0230'2.25 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0230'FROM THE STATION AT COLORADO SPRINGS, 0.1 MILE SOUTH OF A
 JK0230'ROUNDHOUSE, 30 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK,
 JK0230'5 FEET SOUTH OF A POWER POLE, 5 FEET WEST OF A WITNESS POST,
 JK0230'5 FEET ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE
 JK0230'POST WHICH IS 0.5 FOOT BELOW THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0294 ***********************************************************************
 JK0294  DESIGNATION -  A 255
 JK0294  PID         -  JK0294
 JK0294  STATE/COUNTY-  CO/EL PASO
 JK0294  USGS QUAD   -  MOUNT PITTSBURG (1994)
 JK0294
 JK0294                         *CURRENT SURVEY CONTROL
 JK0294  ___________________________________________________________________
 JK0294* NAD 83(1992)-  38 35 22.19093(N)    104 54 54.90439(W)     ADJUSTED  
 JK0294* NAVD 88     -      1963.759  (meters)    6442.77   (feet)  ADJUSTED  
 JK0294  ___________________________________________________________________
 JK0294  X           -  -1,285,251.429 (meters)                     COMP
 JK0294  Y           -  -4,825,160.797 (meters)                     COMP
 JK0294  Z           -   3,958,013.980 (meters)                     COMP
 JK0294  LAPLACE CORR-         -13.44  (seconds)                    DEFLEC99
 JK0294  ELLIP HEIGHT-        1946.88  (meters)          (12/03/02) GPS OBS
 JK0294  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 JK0294  DYNAMIC HT  -        1961.582 (meters)    6435.62  (feet)  COMP
 JK0294  MODELED GRAV-     979,449.5   (mgal)                       NAVD 88
 JK0294
 JK0294  HORZ ORDER  -  FIRST
 JK0294  VERT ORDER  -  SECOND    CLASS 0
 JK0294  ELLP ORDER  -  FOURTH    CLASS II
 JK0294
 JK0294.The horizontal coordinates were established by GPS observations
 JK0294.and adjusted by the National Geodetic Survey in September 1994..
 JK0294
 JK0294.The orthometric height was determined by differential leveling
 JK0294.and adjusted by the National Geodetic Survey in June 1991..
 JK0294
 JK0294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK0294
 JK0294.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0294
 JK0294.The ellipsoidal height was determined by GPS observations
 JK0294.and is referenced to NAD 83.
 JK0294
 JK0294.The geoid height was determined by GEOID03.
 JK0294
 JK0294.The dynamic height is computed by dividing the NAVD 88
 JK0294.geopotential number by the normal gravity value computed on the
 JK0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0294.degrees latitude (g = 980.6199 gals.).
 JK0294
 JK0294.The modeled gravity was interpolated from observed gravity values.
 JK0294
 JK0294;                    North         East     Units Scale Factor Converg.
 JK0294;SPC CO C     -   388,904.408   965,346.302   MT  0.99997550   +0 22 07.7
 JK0294;SPC CO C     - 1,275,930.55  3,167,140.33   sFT  0.99997550   +0 22 07.7
 JK0294;UTM  13      - 4,271,227.687   507,380.761   MT  0.99960067   +0 03 10.3
 JK0294
 JK0294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0294!SPC CO C     -   0.99969462  x   0.99997550  =   0.99967013
 JK0294!UTM  13      -   0.99969462  x   0.99960067  =   0.99929541
 JK0294
 JK0294                          SUPERSEDED SURVEY CONTROL
 JK0294
 JK0294  ELLIP H (09/12/94) 1946.91   (m)                       GP(       ) 4 1
 JK0294  NAVD 88 (09/12/94) 1963.76   (m)         6442.8    (f) LEVELING    3  
 JK0294  NGVD 29 (??/??/92) 1962.712  (m)         6439.33   (f) ADJ UNCH    2 0
 JK0294
 JK0294.Superseded values are not recommended for survey control.
 JK0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0294.See file dsdata.txt to determine how the superseded data were derived.
 JK0294
 JK0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC0738171228(NAD 83)
 JK0294_MARKER: DB = BENCH MARK DISK
 JK0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0294_SP_SET: SET IN TOP OF CONCRETE POST
 JK0294_STAMPING: A 255 1938
 JK0294_MARK LOGO: CGS   
 JK0294_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0294+STABILITY: SURFACE MOTION
 JK0294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0294+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1997
 JK0294
 JK0294  HISTORY     - Date     Condition        Report By
 JK0294  HISTORY     - 1938     MONUMENTED       CGS
 JK0294  HISTORY     - 1971     GOOD             NGS
 JK0294  HISTORY     - 1984     GOOD             NGS
 JK0294  HISTORY     - 19940312 GOOD             MSAM
 JK0294  HISTORY     - 19970128 GOOD             CODOT
 JK0294  HISTORY     - 19970818 GOOD             CODOT
 JK0294
 JK0294                          STATION DESCRIPTION
 JK0294
 JK0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 JK0294'20.4 MI S FROM COLORADO SPRINGS.
 JK0294'REVISED DESCRIPTION- 20.45 MILES SOUTH ON NEVADA AVE. AND COLO HWY 115
 JK0294'FROM THE MAIN POST OFFICE IN COLORADO SPRINGS, 200 FEET W OF THE
 JK0294'CENTERLINE OF COLO HWY 175, 138.8 FEET W OF A BARBED WIRE FENCE, 106
 JK0294'FEET S OF A ROAD SIGN ON RANCH ROAD, 26.7 FEET SE OF A BARBED WIRE
 JK0294'FENCE.  SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT
 JK0294'ABOVE THE GROUND.
 JK0294
 JK0294                          STATION RECOVERY (1984)
 JK0294
 JK0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0294'ABOUT 4.0 KM (2.5 MI) SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST
 JK0294'OFFICE AT COLORADO SPRINGS, THENCE 27.0 KM (16.8 MI) SOUTH ALONG
 JK0294'STATE HIGHWAY 115, AT THE INTERSECTION OF BARRETT ROAD, 62.5 M (205
 JK0294'FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 41.8 M (137 FT)
 JK0294'NORTHWEST OF THE WESTERN RIGHT-OF-WAY FENCE, 15.2 M (50 FT) SOUTHEAST
 JK0294'OF AN OLD GATE POST.
 JK0294
 JK0294                          STATION RECOVERY (1994)
 JK0294
 JK0294'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1994 (KCH)
 JK0294'RECOVERED AS DESCRIBED.
 JK0294
 JK0294                          STATION RECOVERY (1997)
 JK0294
 JK0294'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 JK0294'RECOVERED AS DESCRIBED.
 JK0294
 JK0294                          STATION RECOVERY (1997)
 JK0294
 JK0294'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (PGG)
 JK0294'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0277 ***********************************************************************
 JJ0277  DESIGNATION -  A 256
 JJ0277  PID         -  JJ0277
 JJ0277  STATE/COUNTY-  CO/CHEYENNE
 JJ0277  USGS QUAD   -  SORRENTO (1982)
 JJ0277
 JJ0277                         *CURRENT SURVEY CONTROL
 JJ0277  ___________________________________________________________________
 JJ0277* NAD 83(1986)-  38 47 37.     (N)    102 56 35.     (W)     SCALED    
 JJ0277* NAVD 88     -      1346.201  (meters)    4416.66   (feet)  ADJUSTED  
 JJ0277  ___________________________________________________________________
 JJ0277  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 JJ0277  DYNAMIC HT  -        1344.918 (meters)    4412.45  (feet)  COMP
 JJ0277  MODELED GRAV-     979,628.3   (mgal)                       NAVD 88
 JJ0277
 JJ0277  VERT ORDER  -  FIRST     CLASS II
 JJ0277
 JJ0277.The horizontal coordinates were scaled from a topographic map and have
 JJ0277.an estimated accuracy of +/- 6 seconds.
 JJ0277
 JJ0277.The orthometric height was determined by differential leveling
 JJ0277.and adjusted by the National Geodetic Survey in June 1991..
 JJ0277
 JJ0277.The geoid height was determined by GEOID03.
 JJ0277
 JJ0277.The dynamic height is computed by dividing the NAVD 88
 JJ0277.geopotential number by the normal gravity value computed on the
 JJ0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0277.degrees latitude (g = 980.6199 gals.).
 JJ0277
 JJ0277.The modeled gravity was interpolated from observed gravity values.
 JJ0277
 JJ0277;                    North         East    Units  Estimated Accuracy
 JJ0277;SPC CO C     -   414,520.    1,136,500.      MT  (+/- 180 meters Scaled)
 JJ0277
 JJ0277                          SUPERSEDED SURVEY CONTROL
 JJ0277
 JJ0277  NGVD 29 (??/??/92) 1345.592  (m)         4414.66   (f) ADJ UNCH    1 2
 JJ0277
 JJ0277.Superseded values are not recommended for survey control.
 JJ0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0277.See file dsdata.txt to determine how the superseded data were derived.
 JJ0277
 JJ0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC786958(NAD 83)
 JJ0277_MARKER: DB = BENCH MARK DISK
 JJ0277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0277_SP_SET: CONCRETE BASE
 JJ0277_STAMPING: A 256 1938
 JJ0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0277
 JJ0277  HISTORY     - Date     Condition        Report By
 JJ0277  HISTORY     - 1938     MONUMENTED       CGS
 JJ0277  HISTORY     - 1976     MARK NOT FOUND   USGS
 JJ0277
 JJ0277                          STATION DESCRIPTION
 JJ0277
 JJ0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JJ0277'4 MI SE FROM WILD HORSE.
 JJ0277'4.0 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JJ0277'STATION AT WILD HORSE, CHEYENNE COUNTY, 0.1 MILE WEST OF
 JJ0277'MILEPOST 496, AT SEMAPHORE 4963, AND IN THE TOP OF THE CONCRETE
 JJ0277'BASE.  A STANDARD DISK, STAMPED A 256 1938.
 JJ0277
 JJ0277                          STATION RECOVERY (1976)
 JJ0277
 JJ0277'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JJ0277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0191 ***********************************************************************
 KJ0191  DESIGNATION -  A 257
 KJ0191  PID         -  KJ0191
 KJ0191  STATE/COUNTY-  CO/LINCOLN
 KJ0191  USGS QUAD   -  HUGO SW (1979)
 KJ0191
 KJ0191                         *CURRENT SURVEY CONTROL
 KJ0191  ___________________________________________________________________
 KJ0191* NAD 83(1986)-  39 07 12.     (N)    103 26 22.     (W)     SCALED    
 KJ0191* NAVD 88     -      1529.303  (meters)    5017.39   (feet)  ADJUSTED  
 KJ0191  ___________________________________________________________________
 KJ0191  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 KJ0191  DYNAMIC HT  -        1527.827 (meters)    5012.55  (feet)  COMP
 KJ0191  MODELED GRAV-     979,608.6   (mgal)                       NAVD 88
 KJ0191
 KJ0191  VERT ORDER  -  FIRST     CLASS II
 KJ0191
 KJ0191.The horizontal coordinates were scaled from a topographic map and have
 KJ0191.an estimated accuracy of +/- 6 seconds.
 KJ0191
 KJ0191.The orthometric height was determined by differential leveling
 KJ0191.and adjusted by the National Geodetic Survey in June 1991..
 KJ0191
 KJ0191.The geoid height was determined by GEOID03.
 KJ0191
 KJ0191.The dynamic height is computed by dividing the NAVD 88
 KJ0191.geopotential number by the normal gravity value computed on the
 KJ0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0191.degrees latitude (g = 980.6199 gals.).
 KJ0191
 KJ0191.The modeled gravity was interpolated from observed gravity values.
 KJ0191
 KJ0191;                    North         East    Units  Estimated Accuracy
 KJ0191;SPC CO C     -   449,650.    1,092,570.      MT  (+/- 180 meters Scaled)
 KJ0191
 KJ0191                          SUPERSEDED SURVEY CONTROL
 KJ0191
 KJ0191  NGVD 29 (??/??/92) 1528.549  (m)         5014.91   (f) ADJ UNCH    1 2
 KJ0191
 KJ0191.Superseded values are not recommended for survey control.
 KJ0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0191.See file dsdata.txt to determine how the superseded data were derived.
 KJ0191
 KJ0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD349312(NAD 83)
 KJ0191_MARKER: DB = BENCH MARK DISK
 KJ0191_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KJ0191_SP_SET: STONE CULVERT
 KJ0191_STAMPING: A 257 1938
 KJ0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KJ0191
 KJ0191  HISTORY     - Date     Condition        Report By
 KJ0191  HISTORY     - 1938     MONUMENTED       CGS
 KJ0191
 KJ0191                          STATION DESCRIPTION
 KJ0191
 KJ0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KJ0191'2.1 MI SE FROM HUGO.
 KJ0191'2.1 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KJ0191'STATION AT HUGO, LINCOLN COUNTY, 165 FEET WEST OF SEMAPHORE 5366,
 KJ0191'NORTH OF THE TRACK, AND IN THE TOP OF STONE CULVERT 533.55.  A
 KJ0191'STANDARD DISK, STAMPED A 257 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0244 ***********************************************************************
 KJ0244  DESIGNATION -  A 258
 KJ0244  PID         -  KJ0244
 KJ0244  STATE/COUNTY-  CO/ELBERT
 KJ0244  USGS QUAD   -  AGATE (1970)
 KJ0244
 KJ0244                         *CURRENT SURVEY CONTROL
 KJ0244  ___________________________________________________________________
 KJ0244* NAD 83(1992)-  39 25 28.56115(N)    103 54 48.03641(W)     ADJUSTED  
 KJ0244* NAVD 88     -      1698.378  (meters)    5572.10   (feet)  ADJUSTED  
 KJ0244  ___________________________________________________________________
 KJ0244  X           -  -1,186,598.599 (meters)                     COMP
 KJ0244  Y           -  -4,790,038.451 (meters)                     COMP
 KJ0244  Z           -   4,029,907.132 (meters)                     COMP
 KJ0244  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 KJ0244  ELLIP HEIGHT-        1679.42  (meters)          (12/03/02) GPS OBS
 KJ0244  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 KJ0244  DYNAMIC HT  -        1696.765 (meters)    5566.80  (feet)  COMP
 KJ0244  MODELED GRAV-     979,616.3   (mgal)                       NAVD 88
 KJ0244
 KJ0244  HORZ ORDER  -  FIRST
 KJ0244  VERT ORDER  -  FIRST     CLASS II
 KJ0244  ELLP ORDER  -  FOURTH    CLASS II
 KJ0244
 KJ0244.The horizontal coordinates were established by GPS observations
 KJ0244.and adjusted by the National Geodetic Survey in July 1995..
 KJ0244
 KJ0244.The orthometric height was determined by differential leveling
 KJ0244.and adjusted by the National Geodetic Survey in June 1991..
 KJ0244
 KJ0244.Photographs are available for this station.
 KJ0244
 KJ0244.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KJ0244
 KJ0244.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0244
 KJ0244.The ellipsoidal height was determined by GPS observations
 KJ0244.and is referenced to NAD 83.
 KJ0244
 KJ0244.The geoid height was determined by GEOID03.
 KJ0244
 KJ0244.The dynamic height is computed by dividing the NAVD 88
 KJ0244.geopotential number by the normal gravity value computed on the
 KJ0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0244.degrees latitude (g = 980.6199 gals.).
 KJ0244
 KJ0244.The modeled gravity was interpolated from observed gravity values.
 KJ0244
 KJ0244;                    North         East     Units Scale Factor Converg.
 KJ0244;SPC CO C     -   482,637.884 1,051,009.393   MT  0.99995182   +1 00 02.5
 KJ0244;SPC CO C     - 1,583,454.46  3,448,186.65   sFT  0.99995182   +1 00 02.5
 KJ0244;UTM  13      - 4,364,459.963   593,531.623   MT  0.99970771   +0 41 24.5
 KJ0244
 KJ0244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0244!SPC CO C     -   0.99973659  x   0.99995182  =   0.99968842
 KJ0244!UTM  13      -   0.99973659  x   0.99970771  =   0.99944437
 KJ0244
 KJ0244                          SUPERSEDED SURVEY CONTROL
 KJ0244
 KJ0244  ELLIP H (07/20/95) 1679.43   (m)                       GP(       ) 4 1
 KJ0244  NAVD 88 (07/20/95) 1698.38   (m)         5572.1    (f) LEVELING    3  
 KJ0244  NGVD 29 (??/??/92) 1697.537  (m)         5569.34   (f) ADJ UNCH    1 2
 KJ0244
 KJ0244.Superseded values are not recommended for survey control.
 KJ0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0244.See file dsdata.txt to determine how the superseded data were derived.
 KJ0244
 KJ0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED9353264460(NAD 83)
 KJ0244_MARKER: DB = BENCH MARK DISK
 KJ0244_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KJ0244_SP_SET: CONCRETE HEADWALL
 KJ0244_STAMPING: A 258 1938
 KJ0244_MARK LOGO: CGS   
 KJ0244_MAGNETIC: N = NO MAGNETIC MATERIAL
 KJ0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0244+STABILITY: SURFACE MOTION
 KJ0244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0244+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2001
 KJ0244
 KJ0244  HISTORY     - Date     Condition        Report By
 KJ0244  HISTORY     - 1938     MONUMENTED       CGS
 KJ0244  HISTORY     - 19930325 GOOD             NGS
 KJ0244  HISTORY     - 20010531 GOOD             CODOT
 KJ0244
 KJ0244                          STATION DESCRIPTION
 KJ0244
 KJ0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KJ0244'2.3 MI NW FROM BUICK.
 KJ0244'2.3 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KJ0244'STATION AT BUICK, ELBERT COUNTY, 9 POLES WEST OF MILEPOST 569,
 KJ0244'120 FEET NORTH OF THE TRACK, 25 FEET SOUTH OF THE CENTERLINE OF
 KJ0244'U.S. HIGHWAY 40, AND IN THE TOP OF A CONCRETE HIGHWAY CULVERT.  A
 KJ0244'STANDARD DISK, STAMPED A 258 1938.
 KJ0244
 KJ0244                          STATION RECOVERY (1993)
 KJ0244
 KJ0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RSC)
 KJ0244'THE STATION WILL BE USED DURING A GPS PROJECT. THE STATION IS LOCATED
 KJ0244'ABOUT 3.0 MI (4.8 KM) SOUTH OF AGATE ALONG INTERSTATE 70 AT MILEPOST
 KJ0244'343.3 IN THE SOUTHWEST 1/4 OF SECTION 20, T 7 S, R 58 W.
 KJ0244'OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION
 KJ0244'FROM THE AGATE EXIT (EXIT 340) OF INTERSTATE 70, GO SOUTHWEST 0.3 MI
 KJ0244'(0.5 KM) ON COUNTY ROAD 166 THROUGH AGATE TO STATE HIGHWAY 40 (1ST
 KJ0244'AVENUE),  TURN SOUTH ONTO 1ST AVE AND GO SOUTHEAST ON OLD STATE
 KJ0244'HIGHWAY 40, PARALLELING THE UNION PACIFIC RAILROAD, FOR 3.1 MILES (5.0
 KJ0244'KM) TO THE STATION ON THE RIGHT. THE STATION IS A BRASS CAP SET IN THE
 KJ0244'TOP, NORTH END OF A CONCRETE HEADWALL.  IT IS 70 FT (21.3 M) SOUTHWEST
 KJ0244'OF THE SOUTH EDGE OF ASPHALT OF THE EAST BOUND LANES OF I-70, 213 FT
 KJ0244'(64.9 M) NORTHEAST OF THE NORTHERNMOST RAIL OF THE UNION PACIFIC
 KJ0244'RAILROAD TRACK, 35.5 FT (10.8 M) SOUTHWEST OF THE SOUTH RIGHT OF WAY
 KJ0244'FENCE OF I-70, 15.5 FT (4.7 M) NORTHEAST OF A BARB WIRE FENCE, 14 FT
 KJ0244'(4.3 M) WEST OF A CDOT FIBERGLASS WITNESS POST, AND 2.1 FT (0.6 M)
 KJ0244'SOUTHWEST OF A NGS FIBERGLASS WITNESS POST. DESCRIPTION BY K.A.
 KJ0244'WILLIAMS, CDOT.
 KJ0244
 KJ0244                          STATION RECOVERY (2001)
 KJ0244
 KJ0244'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2001 (DAS)
 KJ0244'RECOVERED AS DESCRIBED IN 1993 BY NGS.
 KJ0244' 
 KJ0244'D. STEWART, CDOT.
 KJ0244'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0023 ***********************************************************************
 KK0023  DESIGNATION -  A 259
 KK0023  PID         -  KK0023
 KK0023  STATE/COUNTY-  CO/ARAPAHOE
 KK0023  USGS QUAD   -  STRASBURG (1978)
 KK0023
 KK0023                         *CURRENT SURVEY CONTROL
 KK0023  ___________________________________________________________________
 KK0023* NAD 83(1992)-  39 44 13.82865(N)    104 17 54.40095(W)     ADJUSTED  
 KK0023* NAVD 88     -      1644.488  (meters)    5395.29   (feet)  ADJUSTED  
 KK0023  ___________________________________________________________________
 KK0023  X           -  -1,213,294.077 (meters)                     COMP
 KK0023  Y           -  -4,760,482.190 (meters)                     COMP
 KK0023  Z           -   4,056,627.389 (meters)                     COMP
 KK0023  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 KK0023  ELLIP HEIGHT-        1626.10  (meters)          (12/03/02) GPS OBS
 KK0023  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 KK0023  DYNAMIC HT  -        1642.976 (meters)    5390.33  (feet)  COMP
 KK0023  MODELED GRAV-     979,648.4   (mgal)                       NAVD 88
 KK0023
 KK0023  HORZ ORDER  -  FIRST
 KK0023  VERT ORDER  -  FIRST     CLASS II
 KK0023  ELLP ORDER  -  FOURTH    CLASS II
 KK0023
 KK0023.The horizontal coordinates were established by GPS observations
 KK0023.and adjusted by the National Geodetic Survey in September 1995..
 KK0023
 KK0023.The orthometric height was determined by differential leveling
 KK0023.and adjusted by the National Geodetic Survey in June 1991..
 KK0023
 KK0023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK0023
 KK0023.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK0023
 KK0023.The ellipsoidal height was determined by GPS observations
 KK0023.and is referenced to NAD 83.
 KK0023
 KK0023.The geoid height was determined by GEOID03.
 KK0023
 KK0023.The dynamic height is computed by dividing the NAVD 88
 KK0023.geopotential number by the normal gravity value computed on the
 KK0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0023.degrees latitude (g = 980.6199 gals.).
 KK0023
 KK0023.The modeled gravity was interpolated from observed gravity values.
 KK0023
 KK0023;                    North         East     Units Scale Factor Converg.
 KK0023;SPC CO C     -   516,829.127 1,017,396.304   MT  0.99999749   +0 45 28.1
 KK0023;SPC CO C     - 1,695,630.23  3,337,907.71   sFT  0.99999749   +0 45 28.1
 KK0023;UTM  13      - 4,398,822.112   560,113.786   MT  0.99964449   +0 26 54.6
 KK0023
 KK0023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK0023!SPC CO C     -   0.99974496  x   0.99999749  =   0.99974245
 KK0023!UTM  13      -   0.99974496  x   0.99964449  =   0.99938954
 KK0023
 KK0023                          SUPERSEDED SURVEY CONTROL
 KK0023
 KK0023  ELLIP H (09/27/95) 1626.14   (m)                       GP(       ) 1 1
 KK0023  NAVD 88 (09/27/95) 1644.49   (m)         5395.3    (f) LEVELING    3  
 KK0023  NGVD 29 (??/??/92) 1643.626  (m)         5392.46   (f) ADJ UNCH    1 2
 KK0023
 KK0023.Superseded values are not recommended for survey control.
 KK0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0023.See file dsdata.txt to determine how the superseded data were derived.
 KK0023
 KK0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED6011498822(NAD 83)
 KK0023_MARKER: DB = BENCH MARK DISK
 KK0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0023_STAMPING: A 259 1938
 KK0023_MARK LOGO: CGS   
 KK0023_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0023+STABILITY: SURFACE MOTION
 KK0023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0023+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1999
 KK0023
 KK0023  HISTORY     - Date     Condition        Report By
 KK0023  HISTORY     - 1938     MONUMENTED       CGS
 KK0023  HISTORY     - 19950117 GOOD             CODOT
 KK0023  HISTORY     - 19990204 GOOD             JRENG
 KK0023
 KK0023                          STATION DESCRIPTION
 KK0023
 KK0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KK0023'1.5 MI SE FROM STRASBURG.
 KK0023'1.5 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KK0023'STATION AT STRASBURG, ARAPAHOE COUNTY, 9 POLES WEST OF MILEPOST
 KK0023'601, 80 FEET NORTH OF THE TRACK, AND AT A GUYED POLE. A STANDARD
 KK0023'DISK, STAMPED A 259 1938 AN  AND SET IN THE TOP OF A CONCRETE POST.
 KK0023
 KK0023                          STATION RECOVERY (1995)
 KK0023
 KK0023'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (KAW)
 KK0023'THE STATION WILL BE USED DURING A GPS PROJECT. THE STATION IS LOCATED
 KK0023'ABOUT 1.5 MI (2.4 KM) EAST OF STRASBURG IN THE NORTHWEST 1/4 OF
 KK0023'SECTION 2, T 4 S, R 62 W, 6TH P.M. AT STATE HIGHWAY 36 MILEPOST 96.55.
 KK0023'OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION (CDOT). TO REACH THE
 KK0023'STATION FROM THE I-70 STRASBURG EXIT (EXIT 310), PROCEED NORTH 0.3 MI
 KK0023'(0.5 KM) ON THE STRASBURG BUSINESS SPUR TO STATE HIGHWAY 36 (COLFAX
 KK0023'AVENUE), TURN RIGHT AND PROCEED EAST ON STATE HIGHWAY 36 FOR 1.45 MI
 KK0023'(2.33 KM) TO A RAILROAD ACCESS ROAD ON THE RIGHT. TURN RIGHT ONTO THE
 KK0023'ROAD ACCESS AND PROCEED SOUTHWEST 100 FT (30.5 M) TO A FRONTAGE ROAD
 KK0023'ON THE NORTH SIDE OF THE UNION PACIFIC RAILROAD TRACKS, TURN LEFT AND
 KK0023'PROCEED SOUTHEAST ON THE FRONTAGE ROAD FOR 500 FT (152.4 M) TO THE
 KK0023'STATION ON THE LEFT. THE STATION IS A BRASS DISK SET IN A CONRETE
 KK0023'POST.  IT IS 52.5 M (172.2 FT) SOUTHWEST OF THE CENTER OF STATE
 KK0023'HIGHWAY 36, 35.4 M (116.1 FT) SOUTHWEST OF THE SOUTH RIGHT OF WAY
 KK0023'FENCE OF STATE HIGHWAY 36, 25.4 M (83.3 FT) NORTHEAST OF THE NORTH
 KK0023'RAIL OF THE UNION PACIFIC RAILROAD TRACK, 14.5 M (47.6 FT) NORHTEAST
 KK0023'OF THE CENTER OF THE RAILROAD FRONTAGE ROAD, 4.4 M (14.4 FT) SOUTH OF
 KK0023'AN ABANDONED GUY WIRE ANCHOR, 2.3 FT (0.7 M) NORTHWEST OF A FIBERGLASS
 KK0023'CDOT WITNESS POST, AND 1.8 FT (0.5 M) SOUTHEAST OF A FIBERGLASS CDOT
 KK0023'WITNESS POST. DESCRIPTION BY K.A. WILLIAMS
 KK0023
 KK0023                          STATION RECOVERY (1999)
 KK0023
 KK0023'RECOVERY NOTE BY JR ENGINEERING LTD 1999 (TGB)
 KK0023'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0284 ***********************************************************************
 JJ0284  CBN         -  This is a Cooperative Base Network Control Station.
 JJ0284  DESIGNATION -  A 26
 JJ0284  PID         -  JJ0284
 JJ0284  STATE/COUNTY-  CO/CHEYENNE
 JJ0284  USGS QUAD   -  EUREKA CREEK SOUTH (1982)
 JJ0284
 JJ0284                         *CURRENT SURVEY CONTROL
 JJ0284  ___________________________________________________________________
 JJ0284* NAD 83(1992)-  38 47 12.00490(N)    102 41 29.41866(W)     ADJUSTED  
 JJ0284* NAVD 88     -      1289.099  (meters)    4229.32   (feet)  ADJUSTED  
 JJ0284  ___________________________________________________________________
 JJ0284  X           -  -1,093,934.584 (meters)                     COMP
 JJ0284  Y           -  -4,857,528.495 (meters)                     COMP
 JJ0284  Z           -   3,974,677.748 (meters)                     COMP
 JJ0284  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 JJ0284  ELLIP HEIGHT-        1266.49  (meters)          (10/21/02) GPS OBS
 JJ0284  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 JJ0284  DYNAMIC HT  -        1287.899 (meters)    4225.38  (feet)  COMP
 JJ0284  MODELED GRAV-     979,652.2   (mgal)                       NAVD 88
 JJ0284
 JJ0284  HORZ ORDER  -  B
 JJ0284  VERT ORDER  -  FIRST     CLASS II
 JJ0284  ELLP ORDER  -  FOURTH    CLASS II
 JJ0284
 JJ0284.The horizontal coordinates were established by GPS observations
 JJ0284.and adjusted by the National Geodetic Survey in May 1992..
 JJ0284
 JJ0284.The orthometric height was determined by differential leveling
 JJ0284.and adjusted by the National Geodetic Survey in June 1991..
 JJ0284
 JJ0284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JJ0284
 JJ0284.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0284
 JJ0284.The ellipsoidal height was determined by GPS observations
 JJ0284.and is referenced to NAD 83.
 JJ0284
 JJ0284.The geoid height was determined by GEOID03.
 JJ0284
 JJ0284.The dynamic height is computed by dividing the NAVD 88
 JJ0284.geopotential number by the normal gravity value computed on the
 JJ0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0284.degrees latitude (g = 980.6199 gals.).
 JJ0284
 JJ0284.The modeled gravity was interpolated from observed gravity values.
 JJ0284
 JJ0284;                    North         East     Units Scale Factor Converg.
 JJ0284;SPC CO C     -   414,398.845 1,158,369.659   MT  0.99995088   +1 46 16.6
 JJ0284;SPC CO C     - 1,359,573.54  3,800,417.79   sFT  0.99995088   +1 46 16.6
 JJ0284;UTM  13      - 4,295,634.413   700,507.285   MT  1.00009509   +1 26 47.7
 JJ0284
 JJ0284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0284!SPC CO C     -   0.99980133  x   0.99995088  =   0.99975222
 JJ0284!UTM  13      -   0.99980133  x   1.00009509  =   0.99989640
 JJ0284
 JJ0284                          SUPERSEDED SURVEY CONTROL
 JJ0284
 JJ0284  NAD 83(1986)-  38 47 12.00070(N)    102 41 29.41469(W) AD(       ) 3
 JJ0284  ELLIP H (05/26/92) 1266.47   (m)                       GP(       ) 4 1
 JJ0284  NAVD 88 (05/26/92) 1289.10   (m)         4229.3    (f) LEVELING    3  
 JJ0284  NGVD 29 (??/??/92) 1288.544  (m)         4227.50   (f) ADJ UNCH    1 2
 JJ0284
 JJ0284.Superseded values are not recommended for survey control.
 JJ0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0284.See file dsdata.txt to determine how the superseded data were derived.
 JJ0284
 JJ0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC0050795634(NAD 83)
 JJ0284_MARKER: DB = BENCH MARK DISK
 JJ0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0284_SP_SET: CONCRETE POST
 JJ0284_STAMPING: A 26 1929
 JJ0284_MARK LOGO: CGS   
 JJ0284_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JJ0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0284+STABILITY: SURFACE MOTION
 JJ0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0284+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2004
 JJ0284
 JJ0284  HISTORY     - Date     Condition        Report By
 JJ0284  HISTORY     - 1929     MONUMENTED       CGS
 JJ0284  HISTORY     - 1955     MARK NOT FOUND   USGS
 JJ0284  HISTORY     - 19910420 GOOD             NGS
 JJ0284  HISTORY     - 19960124 GOOD             CODOT
 JJ0284  HISTORY     - 19960329 GOOD             CODOT
 JJ0284  HISTORY     - 20040627 GOOD             NGS
 JJ0284
 JJ0284                          STATION DESCRIPTION
 JJ0284
 JJ0284'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 JJ0284'5.7 MI E FROM KIT CARSON.
 JJ0284'5.7 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 JJ0284'KIT CARSON, CHEYENNE COUNTY, 808 FEET EAST OF THE EAST SWITCH STAND
 JJ0284'AT ARENA SIDING, ONE POLE EAST OF MILEPOST 482, 582 FEET EAST OF THE
 JJ0284'CENTER OF STONE CULVERT 482.19, 191 FEET SOUTH OF THE CENTERLINE OF
 JJ0284'THE TRACK, 44 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 40, 7
 JJ0284'FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 4 FEET LOWER THAN
 JJ0284'THE TRACK.  A STANDARD DISK, STAMPED A 26 1929 AND SET IN THE TOP OF
 JJ0284'A CONCRETE POST PROJECTING 7 INCHES ABOVE GROUND.  NOTE-- REPORTED
 JJ0284'IN GOOD CONDITION IN DECEMBER 1934
 JJ0284
 JJ0284                          STATION RECOVERY (1991)
 JJ0284
 JJ0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JJ0284'STATION IS LOCATED ABOUT 10 KM (6.2 MI) EAST-NORTHEAST OF KIT CARSON,
 JJ0284'ALONG US HIGHWAY 40, AT MILE 451.05, ON THE RIGHT-OF-WAY, IN EAST
 JJ0284'CENTRAL SECTION 32, T 14 S, R 47 W.  OWNERSHIP--STATE DEPARTMENT OF
 JJ0284'TRANSPORTATION.
 JJ0284'TO REACH FROM THE JUNCTION OF US HIGHWAYS 40 AND 287 (ABOUT 1 KM
 JJ0284'(0.6 MI) EAST OF KIT CARSON), GO EAST ON HIGHWAY 40 FOR 6.88 KM
 JJ0284'(4.28 MI) TO A GRAVEL CROSSROAD (COUNTY ROAD 25).  CONTINUE AHEAD FOR
 JJ0284'0.74 KM (0.46 MI) TO A GRAVEL ROAD RIGHT.  CONTINUE AHEAD FOR 0.31 KM
 JJ0284'(0.19 MI) TO THE STATION ON THE LEFT.
 JJ0284'STATION MARK IS SET IN THE TOP OF A 20-CM SQUARE CONCRETE POST
 JJ0284'PROJECTING 20 CM.  IT IS ABOUT 170 M (557.7 FT) EAST-NORTHEAST OF A
 JJ0284'METAL DRAIN PIPE UNDER THE HIGHWAY, 13.4 M (44.0 FT) NORTH-NORTHWEST
 JJ0284'OF, AND SLIGHTLY LOWER THAN THE HIGHWAY CENTER AND 0.4 M (1.3 FT)
 JJ0284'SOUTH-SOUTHEAST OF A FIBERGLASS WITNESS POST.
 JJ0284'DESCRIBED BY G.R.HEID
 JJ0284
 JJ0284                          STATION RECOVERY (1996)
 JJ0284
 JJ0284'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (KAW)
 JJ0284'RECOVERED AS DESCRIBED.
 JJ0284
 JJ0284                          STATION RECOVERY (1996)
 JJ0284
 JJ0284'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (JRZ)
 JJ0284'RECOVERED AS DESCRIBED.  WEST OF S.H.  40 MILEPOST 451.  TO REACH FROM
 JJ0284'THE JUNCTION OF US HIGHWAYS 40 AND 287EAST OF KITCARSON, GO EAST ON
 JJ0284'HIGHWAY 40 FO 6.88 TO A GRAVEL CROSSROAD (COUNTY ROAD 25) .  CONTINUE
 JJ0284'AHEAD FOR 0.74 KM (0.46 MI) TO A GRAVEL ROAD RIGHT.  CONTINUE AHEAD
 JJ0284'FOR 0.31 KM (0.19 MI) TO THE STATION ON THE LEFT.  STATION MARK IS SET
 JJ0284'IN THE TOP OF A 9 INCH SQUARE CONCRETE POST PROJECTING 5 TO 6 INCHES
 JJ0284'ABOVE THE SURFACE.  CONDITION REPORTED AS GOOD WITH SOME CRACKING AND
 JJ0284'WEATHERING OF THE CONCRETE IN MARCH 1996.
 JJ0284
 JJ0284                          STATION RECOVERY (2004)
 JJ0284
 JJ0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 JJ0284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0282 ***********************************************************************
 LL0282  DESIGNATION -  A 262
 LL0282  PID         -  LL0282
 LL0282  STATE/COUNTY-  CO/WELD
 LL0282  USGS QUAD   -  EATON (1975)
 LL0282
 LL0282                         *CURRENT SURVEY CONTROL
 LL0282  ___________________________________________________________________
 LL0282* NAD 83(1986)-  40 34 04.     (N)    104 43 37.     (W)     SCALED    
 LL0282* NAVD 88     -      1495.906  (meters)    4907.82   (feet)  ADJUSTED  
 LL0282  ___________________________________________________________________
 LL0282  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 LL0282  DYNAMIC HT  -        1494.651 (meters)    4903.70  (feet)  COMP
 LL0282  MODELED GRAV-     979,733.9   (mgal)                       NAVD 88
 LL0282
 LL0282  VERT ORDER  -  FIRST     CLASS II
 LL0282
 LL0282.The horizontal coordinates were scaled from a topographic map and have
 LL0282.an estimated accuracy of +/- 6 seconds.
 LL0282
 LL0282.The orthometric height was determined by differential leveling
 LL0282.and adjusted by the National Geodetic Survey in June 1991..
 LL0282
 LL0282.The geoid height was determined by GEOID03.
 LL0282
 LL0282.The dynamic height is computed by dividing the NAVD 88
 LL0282.geopotential number by the normal gravity value computed on the
 LL0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0282.degrees latitude (g = 980.6199 gals.).
 LL0282
 LL0282.The modeled gravity was interpolated from observed gravity values.
 LL0282
 LL0282;                    North         East    Units  Estimated Accuracy
 LL0282;SPC CO N     -   442,150.      979,860.      MT  (+/- 180 meters Scaled)
 LL0282
 LL0282                          SUPERSEDED SURVEY CONTROL
 LL0282
 LL0282  NGVD 29 (06/08/92) 1495.031  (m)         4904.95   (f) ADJUSTED    1 2
 LL0282
 LL0282.Superseded values are not recommended for survey control.
 LL0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0282.See file dsdata.txt to determine how the superseded data were derived.
 LL0282
 LL0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE231908(NAD 83)
 LL0282_MARKER: DB = BENCH MARK DISK
 LL0282_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LL0282_STAMPING: A 262 1939
 LL0282_MARK LOGO: CGS   
 LL0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0282+STABILITY: SURFACE MOTION
 LL0282
 LL0282  HISTORY     - Date     Condition        Report By
 LL0282  HISTORY     - 1939     MONUMENTED       CGS
 LL0282  HISTORY     - 1956     GOOD             NGS
 LL0282  HISTORY     - 1983     GOOD             NGS
 LL0282
 LL0282                          STATION DESCRIPTION
 LL0282
 LL0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0282'1.1 MI S FROM AULT.
 LL0282'1.1 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LL0282'AT AULT, 61 FEET WEST OF THE WEST RAIL, 18 FEET EAST OF THE CENTER
 LL0282'LINE OF U.S. HIGHWAY 85, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY, AT
 LL0282'A CONCRETE HIGHWAY BRIDGE OVER THE LARIMER AND WELD CANAL, SET IN
 LL0282'THE TOP OF THE SOUTHEAST END OF THE SOUTHEAST WINGWALL OF THE BRIDGE,
 LL0282'IN SECTION 24, TOWNSHIP 7 NORTH, RANGE 66 WEST.
 LL0282
 LL0282                          STATION RECOVERY (1983)
 LL0282
 LL0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0282'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  16.3 KM
 LL0282'(10.1 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LL0282'IN GREELEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0323 ***********************************************************************
 LL0323  DESIGNATION -  A 263
 LL0323  PID         -  LL0323
 LL0323  STATE/COUNTY-  CO/WELD
 LL0323  USGS QUAD   -  CARR EAST (1972)
 LL0323
 LL0323                         *CURRENT SURVEY CONTROL
 LL0323  ___________________________________________________________________
 LL0323* NAD 83(1986)-  40 53 46.     (N)    104 52 29.     (W)     SCALED    
 LL0323* NAVD 88     -      1740.189  (meters)    5709.27   (feet)  ADJUSTED  
 LL0323  ___________________________________________________________________
 LL0323  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 LL0323  DYNAMIC HT  -        1738.691 (meters)    5704.36  (feet)  COMP
 LL0323  MODELED GRAV-     979,701.9   (mgal)                       NAVD 88
 LL0323
 LL0323  VERT ORDER  -  FIRST     CLASS II
 LL0323
 LL0323.The horizontal coordinates were scaled from a topographic map and have
 LL0323.an estimated accuracy of +/- 6 seconds.
 LL0323
 LL0323.The orthometric height was determined by differential leveling
 LL0323.and adjusted by the National Geodetic Survey in June 1991..
 LL0323
 LL0323.The geoid height was determined by GEOID03.
 LL0323
 LL0323.The dynamic height is computed by dividing the NAVD 88
 LL0323.geopotential number by the normal gravity value computed on the
 LL0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0323.degrees latitude (g = 980.6199 gals.).
 LL0323
 LL0323.The modeled gravity was interpolated from observed gravity values.
 LL0323
 LL0323;                    North         East    Units  Estimated Accuracy
 LL0323;SPC CO N     -   478,510.      967,090.      MT  (+/- 180 meters Scaled)
 LL0323
 LL0323                          SUPERSEDED SURVEY CONTROL
 LL0323
 LL0323  NGVD 29 (??/??/92) 1739.201  (m)         5706.03   (f) ADJ UNCH    1 2
 LL0323
 LL0323.Superseded values are not recommended for survey control.
 LL0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0323.See file dsdata.txt to determine how the superseded data were derived.
 LL0323
 LL0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF105272(NAD 83)
 LL0323_MARKER: DB = BENCH MARK DISK
 LL0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0323_STAMPING: A 263 1939
 LL0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0323+STABILITY: SURFACE MOTION
 LL0323
 LL0323  HISTORY     - Date     Condition        Report By
 LL0323  HISTORY     - 1939     MONUMENTED       CGS
 LL0323  HISTORY     - 1956     GOOD             NGS
 LL0323  HISTORY     - 1983     MARK NOT FOUND   NGS
 LL0323
 LL0323                          STATION DESCRIPTION
 LL0323
 LL0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0323'0.1 MI SE FROM CARR.
 LL0323'0.1 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL0323'STATION AT CARR, 163 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 LL0323'MAIN TRACK, 51.1 FEET NORTHEAST OF THE CENTER LINE OF A GRAVELED
 LL0323'ROAD, 12.4 FEET SOUTHEAST OF MILEPOST 86, 2.6 FEET NORTH OF A
 LL0323'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LL0323'0.5 FOOT ABOVE THE GROUND, IN SECTION 27, TOWNSHIP 11 NORTH, RANGE
 LL0323'67 WEST.
 LL0323
 LL0323                          STATION RECOVERY (1983)
 LL0323
 LL0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0983 ***********************************************************************
 KK0983  DESIGNATION -  A 264
 KK0983  PID         -  KK0983
 KK0983  STATE/COUNTY-  CO/GRAND
 KK0983  USGS QUAD   -  FRASER (1957)
 KK0983
 KK0983                         *CURRENT SURVEY CONTROL
 KK0983  ___________________________________________________________________
 KK0983* NAD 83(1986)-  39 54 58.     (N)    105 47 25.     (W)     SCALED    
 KK0983* NAVD 88     -      2702.099  (meters)    8865.14   (feet)  ADJUSTED  
 KK0983  ___________________________________________________________________
 KK0983  GEOID HEIGHT-         -12.38  (meters)                     GEOID03
 KK0983  DYNAMIC HT  -        2698.977 (meters)    8854.89  (feet)  COMP
 KK0983  MODELED GRAV-     979,372.4   (mgal)                       NAVD 88
 KK0983
 KK0983  VERT ORDER  -  FIRST     CLASS II
 KK0983
 KK0983.The horizontal coordinates were scaled from a topographic map and have
 KK0983.an estimated accuracy of +/- 6 seconds.
 KK0983
 KK0983.The orthometric height was determined by differential leveling
 KK0983.and adjusted by the National Geodetic Survey in June 1991..
 KK0983
 KK0983.The geoid height was determined by GEOID03.
 KK0983
 KK0983.The dynamic height is computed by dividing the NAVD 88
 KK0983.geopotential number by the normal gravity value computed on the
 KK0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0983.degrees latitude (g = 980.6199 gals.).
 KK0983
 KK0983.The modeled gravity was interpolated from observed gravity values.
 KK0983
 KK0983;                    North         East    Units  Estimated Accuracy
 KK0983;SPC CO N     -   369,550.      889,580.      MT  (+/- 180 meters Scaled)
 KK0983
 KK0983                          SUPERSEDED SURVEY CONTROL
 KK0983
 KK0983  NGVD 29 (??/??/92) 2700.640  (m)         8860.35   (f) ADJ UNCH    1 2
 KK0983
 KK0983.Superseded values are not recommended for survey control.
 KK0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0983.See file dsdata.txt to determine how the superseded data were derived.
 KK0983
 KK0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE324187(NAD 83)
 KK0983_MARKER: DB = BENCH MARK DISK
 KK0983_SETTING: 80 = SET IN A BOULDER
 KK0983_STAMPING: A 264 1940
 KK0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0983+STABILITY: SURFACE MOTION
 KK0983
 KK0983  HISTORY     - Date     Condition        Report By
 KK0983  HISTORY     - 1940     MONUMENTED       CGS
 KK0983  HISTORY     - 1954     GOOD             NGS
 KK0983
 KK0983                          STATION DESCRIPTION
 KK0983
 KK0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0983'3.1 MI SE FROM FRASER.
 KK0983'3.1 MILES SOUTHEAST ALONG THE DENVER AND SALT LAKE RAILROAD FROM
 KK0983'THE STATION AT FRASER, 75.5 FEET WEST OF THE WEST RAIL, 230 FEET
 KK0983'NORTH OF THE CENTER OF A ROAD CROSSING, 23 FEET EAST OF A FENCE,
 KK0983'0.1 FOOT ABOVE THE GROUND, 1.1 MILES NORTHWEST OF BENCH MARK H 360,
 KK0983'SET IN THE TOP OF A 3X8 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0636 ***********************************************************************
 KK0636  DESIGNATION -  A 265
 KK0636  PID         -  KK0636
 KK0636  STATE/COUNTY-  CO/JEFFERSON
 KK0636  USGS QUAD   -  ARVADA (1994)
 KK0636
 KK0636                         *CURRENT SURVEY CONTROL
 KK0636  ___________________________________________________________________
 KK0636* NAD 83(1986)-  39 49 39.     (N)    105 06 58.     (W)     SCALED    
 KK0636* NAVD 88     -      1687.605  (meters)    5536.75   (feet)  POSTED    
 KK0636  ___________________________________________________________________
 KK0636  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 KK0636  DYNAMIC HT  -        1685.970 (meters)    5531.39  (feet)  COMP
 KK0636  MODELED GRAV-     979,598.6   (mgal)                       NAVD 88
 KK0636
 KK0636  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 KK0636
 KK0636.The horizontal coordinates were scaled from a topographic map and have
 KK0636.an estimated accuracy of +/- 6 seconds.
 KK0636
 KK0636.The orthometric height was determined by differential leveling
 KK0636.and adjusted by the National Geodetic Survey in 1992..
 KK0636.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 KK0636.rate of 4.1 thru 8.0 mm/km.
 KK0636
 KK0636.The geoid height was determined by GEOID03.
 KK0636
 KK0636.The dynamic height is computed by dividing the NAVD 88
 KK0636.geopotential number by the normal gravity value computed on the
 KK0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0636.degrees latitude (g = 980.6199 gals.).
 KK0636
 KK0636.The modeled gravity was interpolated from observed gravity values.
 KK0636
 KK0636;                    North         East    Units  Estimated Accuracy
 KK0636;SPC CO C     -   526,250.      947,270.      MT  (+/- 180 meters Scaled)
 KK0636
 KK0636                          SUPERSEDED SURVEY CONTROL
 KK0636
 KK0636  NGVD 29 (??/??/92) 1686.571  (m)         5533.36   (f) ADJ UNCH    2 0
 KK0636
 KK0636.Superseded values are not recommended for survey control.
 KK0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0636.See file dsdata.txt to determine how the superseded data were derived.
 KK0636
 KK0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE900086(NAD 83)
 KK0636_MARKER: DB = BENCH MARK DISK
 KK0636_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0636_SP_SET: SEMAPHORE
 KK0636_STAMPING: A 265 1940
 KK0636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0636
 KK0636  HISTORY     - Date     Condition        Report By
 KK0636  HISTORY     - 1940     MONUMENTED       CGS
 KK0636  HISTORY     - 1965     POOR             NGS
 KK0636  HISTORY     - 1982     MARK NOT FOUND   LOCSUR
 KK0636
 KK0636                          STATION DESCRIPTION
 KK0636
 KK0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 KK0636'3 MI NW FROM ARVADA.
 KK0636'IT WAS REPORTED BY MR. DONALD G SHREFLER, USCS TOPO DIVISION, DEVNER,
 KK0636'COLO., THAT ALL EVIDENCE INDICATES THIS BM HAS BEEN MOVED FROM
 KK0636'ORIGINAL LOCATION.  NEW DESCRIPTION-- 3.0 MILES NORTHWEST ALONG THE
 KK0636'DENVER AND RIO GRANDE WESTERN RR FROM ARVADA, JEFFERSON COUNTY, 70
 KK0636'FEET SE OF THE CROSSING OF KIPLING STREET AND 11.5 FEET SW OF THE
 KK0636'CENTERLINE OF THE TRACK, IN THE NE CORNER OF THE TOP OF THE CONCRETE
 KK0636'BASE OF A SEMAPHORE, 98.
 KK0636
 KK0636                          STATION RECOVERY (1982)
 KK0636
 KK0636'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 KK0636'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1170 ***********************************************************************
 KK1170  DESIGNATION -  A 266
 KK1170  PID         -  KK1170
 KK1170  STATE/COUNTY-  CO/GILPIN
 KK1170  USGS QUAD   -  CENTRAL CITY (1972)
 KK1170
 KK1170                         *CURRENT SURVEY CONTROL
 KK1170  ___________________________________________________________________
 KK1170* NAD 83(1986)-  39 47 47.     (N)    105 30 42.     (W)     SCALED    
 KK1170* NAVD 88     -      2631.562  (meters)    8633.72   (feet)  ADJUSTED  
 KK1170  ___________________________________________________________________
 KK1170  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 KK1170  DYNAMIC HT  -        2628.564 (meters)    8623.88  (feet)  COMP
 KK1170  MODELED GRAV-     979,391.3   (mgal)                       NAVD 88
 KK1170
 KK1170  VERT ORDER  -  SECOND    CLASS 0
 KK1170
 KK1170.The horizontal coordinates were scaled from a topographic map and have
 KK1170.an estimated accuracy of +/- 6 seconds.
 KK1170
 KK1170.The orthometric height was determined by differential leveling
 KK1170.and adjusted by the National Geodetic Survey in June 1991..
 KK1170
 KK1170.The geoid height was determined by GEOID03.
 KK1170
 KK1170.The dynamic height is computed by dividing the NAVD 88
 KK1170.geopotential number by the normal gravity value computed on the
 KK1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1170.degrees latitude (g = 980.6199 gals.).
 KK1170
 KK1170.The modeled gravity was interpolated from observed gravity values.
 KK1170
 KK1170;                    North         East    Units  Estimated Accuracy
 KK1170;SPC CO N     -   356,210.      913,400.      MT  (+/- 180 meters Scaled)
 KK1170
 KK1170                          SUPERSEDED SURVEY CONTROL
 KK1170
 KK1170  NGVD 29 (??/??/92) 2630.165  (m)         8629.13   (f) ADJ UNCH    2 0
 KK1170
 KK1170.Superseded values are not recommended for survey control.
 KK1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1170.See file dsdata.txt to determine how the superseded data were derived.
 KK1170
 KK1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE561052(NAD 83)
 KK1170_MARKER: DB = BENCH MARK DISK
 KK1170_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK1170_SP_SET: RETAINING WALL
 KK1170_STAMPING: A 266 1940
 KK1170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1170
 KK1170  HISTORY     - Date     Condition        Report By
 KK1170  HISTORY     - 1940     MONUMENTED       CGS
 KK1170  HISTORY     - 20020925 GOOD             USPSQD
 KK1170  HISTORY     - 20040601 GOOD             GEOCAC
 KK1170
 KK1170                          STATION DESCRIPTION
 KK1170
 KK1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 KK1170'0.4 MI S FROM CENTRAL CITY.
 KK1170'0.4 MILE SOUTH ALONG STATE HIGHWAY 279 FROM THE COUNTY COURTHOUSE
 KK1170'AT CENTRAL CITY, GILPIN COUNTY, AT THE SECOND HAIRPIN TURN SOUTH
 KK1170'OF THE CITY, AT THE OUTSIDE OF A CURVE, 33 FEET NORTH OF THE
 KK1170'CENTERLINE OF THE HIGHWAY, IN THE TOP OF A STONE RETAINING
 KK1170'WALL, 7.0 FEET SOUTHWEST OF THE NORTHEAST END, AND 1.5 FEET
 KK1170'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED A 266 1940.
 KK1170
 KK1170                          STATION RECOVERY (2002)
 KK1170
 KK1170'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 KK1170'RECOVERED IN GOOD CONDITION.
 KK1170
 KK1170                          STATION RECOVERY (2004)
 KK1170
 KK1170'RECOVERY NOTE BY GEOCACHING 2004 (ARH)
 KK1170'RECOVERED IN GOOD CONDITION.  HANDHELD GPS COORDINATES N39 47.804
 KK1170'W105 30.721 (WGS 84)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0532 ***********************************************************************
 JK0532  DESIGNATION -  A 267
 JK0532  PID         -  JK0532
 JK0532  STATE/COUNTY-  CO/CUSTER
 JK0532  USGS QUAD   -  WESTCLIFFE (1955)
 JK0532
 JK0532                         *CURRENT SURVEY CONTROL
 JK0532  ___________________________________________________________________
 JK0532* NAD 83(1986)-  38 08 45.     (N)    105 29 40.     (W)     SCALED    
 JK0532* NAVD 88     -      2374.084  (meters)    7788.97   (feet)  ADJUSTED  
 JK0532  ___________________________________________________________________
 JK0532  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 JK0532  DYNAMIC HT  -        2371.162 (meters)    7779.39  (feet)  COMP
 JK0532  MODELED GRAV-     979,312.5   (mgal)                       NAVD 88
 JK0532
 JK0532  VERT ORDER  -  SECOND    CLASS 0
 JK0532
 JK0532.The horizontal coordinates were scaled from a topographic map and have
 JK0532.an estimated accuracy of +/- 6 seconds.
 JK0532
 JK0532.The orthometric height was determined by differential leveling
 JK0532.and adjusted by the National Geodetic Survey in June 1991..
 JK0532
 JK0532.The geoid height was determined by GEOID03.
 JK0532
 JK0532.The dynamic height is computed by dividing the NAVD 88
 JK0532.geopotential number by the normal gravity value computed on the
 JK0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0532.degrees latitude (g = 980.6199 gals.).
 JK0532
 JK0532.The modeled gravity was interpolated from observed gravity values.
 JK0532
 JK0532;                    North         East    Units  Estimated Accuracy
 JK0532;SPC CO S     -   468,970.      914,890.      MT  (+/- 180 meters Scaled)
 JK0532
 JK0532                          SUPERSEDED SURVEY CONTROL
 JK0532
 JK0532  NGVD 29 (??/??/92) 2372.808  (m)         7784.79   (f) ADJ UNCH    2 0
 JK0532
 JK0532.Superseded values are not recommended for survey control.
 JK0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0532.See file dsdata.txt to determine how the superseded data were derived.
 JK0532
 JK0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC566221(NAD 83)
 JK0532_MARKER: DB = BENCH MARK DISK
 JK0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0532_STAMPING: A 267 1941
 JK0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0532+STABILITY: SURFACE MOTION
 JK0532
 JK0532  HISTORY     - Date     Condition        Report By
 JK0532  HISTORY     - 1941     MONUMENTED       CGS
 JK0532
 JK0532                          STATION DESCRIPTION
 JK0532
 JK0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JK0532'2.1 MI NW FROM WESTCLIFFE.
 JK0532'2.1 MILES NORTHWEST ALONG STATE HIGHWAY 69 FROM THE COUNTY
 JK0532'COURTHOUSE AT WESTCLIFFE, CUSTER COUNTY, 0.5 MILE WEST OF A WOODEN
 JK0532'BRIDGE, 0.3 MILE EAST OF A SHARP CURVE, 32.0 FEET SOUTH OF THE
 JK0532'CENTERLINE OF THE HIGHWAY, 17.0 FEET EAST OF THE CENTERLINE OF A
 JK0532'DRIVEWAY LEADING TO A RANCH, 6.5 FEET EAST OF THE NORTHWEST CORNER
 JK0532'OF THE YARD, 1.4 FEET NORTH OF THE FENCE, 3.0 FEET WEST OF A
 JK0532'4- BY 4-INCH WOODEN MARKER POST STENCILED U.S.B.M., AND LEVEL WITH
 JK0532'THE HIGHWAY.  A STANDARD DISK, STAMPED A 267 1941 AND SET IN THE
 JK0532'TOP OF A CONCRETE POST PROJECTING ABOUT 0.7 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0143 ***********************************************************************
 JL0143  DESIGNATION -  A 268 RESET
 JL0143  PID         -  JL0143
 JL0143  STATE/COUNTY-  CO/SAGUACHE
 JL0143  USGS QUAD   -  SAGUACHE (1967)
 JL0143
 JL0143                         *CURRENT SURVEY CONTROL
 JL0143  ___________________________________________________________________
 JL0143* NAD 83(1986)-  38 06 19.     (N)    106 11 07.     (W)     SCALED    
 JL0143* NAVD 88     -      2395.58   (meters)    7859.5    (feet)  RESET     
 JL0143  ___________________________________________________________________
 JL0143  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 JL0143
 JL0143  VERT ORDER  -  THIRD
 JL0143
 JL0143.The horizontal coordinates were scaled from a topographic map and have
 JL0143.an estimated accuracy of +/- 6 seconds.
 JL0143
 JL0143.The orthometric height was computed from unverified reset data.
 JL0143.No vertical observational check was made to the station.
 JL0143
 JL0143.The geoid height was determined by GEOID03.
 JL0143
 JL0143;                    North         East    Units  Estimated Accuracy
 JL0143;SPC CO S     -   464,690.      854,300.      MT  (+/- 180 meters Scaled)
 JL0143
 JL0143                          SUPERSEDED SURVEY CONTROL
 JL0143
 JL0143  NGVD 29 (??/??/??) 2394.16   (m)         7854.8    (f) RESET       3  
 JL0143
 JL0143.Superseded values are not recommended for survey control.
 JL0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0143.See file dsdata.txt to determine how the superseded data were derived.
 JL0143
 JL0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC960181(NAD 83)
 JL0143_MARKER: DB = BENCH MARK DISK
 JL0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0143_STAMPING: A 268 1946
 JL0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0143+STABILITY: SURFACE MOTION
 JL0143
 JL0143  HISTORY     - Date     Condition        Report By
 JL0143  HISTORY     - 1946     MONUMENTED       CODH
 JL0143
 JL0143                          STATION DESCRIPTION
 JL0143
 JL0143'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1946
 JL0143'2.7 MI W FROM SAGUACHE.
 JL0143'2.7 MILES WEST ALONG STATE HIGHWAY 114 FROM SAGUACHE, SAGUACHE COUNTY,
 JL0143'0.5 MILE WEST OF A DOUBLE 10- BY 8-FOOT CONCRETE BOX CULVERT, 0.5 MILE
 JL0143'EAST OF A DOUBLE 10- BY 8-FOOT CONCRETE BOX CULVERT, 0.4 MILE SOUTH OF
 JL0143'THE WEST END OF A RIDGE OF FOOTHILLS, AND 97 FEET SOUTH OF THE CENTER
 JL0143'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED A 268 1946 AND SET IN
 JL0143'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0485 ***********************************************************************
 KL0485  DESIGNATION -  A 269
 KL0485  PID         -  KL0485
 KL0485  STATE/COUNTY-  CO/GARFIELD
 KL0485  USGS QUAD   -  GLENWOOD SPRINGS (1987)
 KL0485
 KL0485                         *CURRENT SURVEY CONTROL
 KL0485  ___________________________________________________________________
 KL0485* NAD 83(1986)-  39 33 24.     (N)    107 17 30.     (W)     SCALED    
 KL0485* NAVD 88     -      1766.289  (meters)    5794.90   (feet)  ADJUSTED  
 KL0485  ___________________________________________________________________
 KL0485  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 KL0485  DYNAMIC HT  -        1764.443 (meters)    5788.84  (feet)  COMP
 KL0485  MODELED GRAV-     979,519.9   (mgal)                       NAVD 88
 KL0485
 KL0485  VERT ORDER  -  SECOND    CLASS 0
 KL0485
 KL0485.The horizontal coordinates were scaled from a topographic map and have
 KL0485.an estimated accuracy of +/- 6 seconds.
 KL0485
 KL0485.The orthometric height was determined by differential leveling
 KL0485.and adjusted by the National Geodetic Survey in June 1991..
 KL0485
 KL0485.The geoid height was determined by GEOID03.
 KL0485
 KL0485.The dynamic height is computed by dividing the NAVD 88
 KL0485.geopotential number by the normal gravity value computed on the
 KL0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0485.degrees latitude (g = 980.6199 gals.).
 KL0485
 KL0485.The modeled gravity was interpolated from observed gravity values.
 KL0485
 KL0485;                    North         East    Units  Estimated Accuracy
 KL0485;SPC CO C     -   497,630.      760,440.      MT  (+/- 180 meters Scaled)
 KL0485
 KL0485                          SUPERSEDED SURVEY CONTROL
 KL0485
 KL0485  NGVD 29 (??/??/92) 1765.057  (m)         5790.86   (f) ADJ UNCH    2 0
 KL0485
 KL0485.Superseded values are not recommended for survey control.
 KL0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0485.See file dsdata.txt to determine how the superseded data were derived.
 KL0485
 KL0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD031810(NAD 83)
 KL0485_MARKER: DB = BENCH MARK DISK
 KL0485_SETTING: 66 = SET IN ROCK OUTCROP
 KL0485_SP_SET: LIMESTONE CLIFF
 KL0485_STAMPING: A 269 1938
 KL0485_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0485+STABILITY: POSITION/ELEVATION WELL
 KL0485
 KL0485  HISTORY     - Date     Condition        Report By
 KL0485  HISTORY     - 1938     MONUMENTED       CGS
 KL0485
 KL0485                          STATION DESCRIPTION
 KL0485
 KL0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KL0485'2.4 MI E FROM GLENWOOD SPRINGS.
 KL0485'2.4 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KL0485'THE STATION AT GLENWOOD SPRINGS, GARFIELD COUNTY, 1,000 FEET EAST OF
 KL0485'MILEPOST 358, 65 FEET SOUTHWEST OF THE SOUTH END OF A SMALL CULVERT,
 KL0485'ON THE OUTSIDE OF A CURVE, 45 FEET SOUTH OF THE CENTERLINE OF THE
 KL0485'TRACK, ON A SHELF OF A LIMESTONE CLIFF, AND LEVEL WITH THE TRACK.  A
 KL0485'STANDARD DISK, STAMPED A 269 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0005 ***********************************************************************
 JJ0005  DESIGNATION -  A 270
 JJ0005  PID         -  JJ0005
 JJ0005  STATE/COUNTY-  CO/CHEYENNE
 JJ0005  USGS QUAD   -  CHEYENNE WELLS (1982)
 JJ0005
 JJ0005                         *CURRENT SURVEY CONTROL
 JJ0005  ___________________________________________________________________
 JJ0005* NAD 83(1986)-  38 50 29.     (N)    102 21 04.     (W)     SCALED    
 JJ0005* NAVD 88     -      1293.658  (meters)    4244.28   (feet)  ADJUSTED  
 JJ0005  ___________________________________________________________________
 JJ0005  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 JJ0005  DYNAMIC HT  -        1292.472 (meters)    4240.39  (feet)  COMP
 JJ0005  MODELED GRAV-     979,665.8   (mgal)                       NAVD 88
 JJ0005
 JJ0005  VERT ORDER  -  FIRST     CLASS II
 JJ0005
 JJ0005.The horizontal coordinates were scaled from a topographic map and have
 JJ0005.an estimated accuracy of +/- 6 seconds.
 JJ0005
 JJ0005.The orthometric height was determined by differential leveling
 JJ0005.and adjusted by the National Geodetic Survey in June 1991..
 JJ0005
 JJ0005.The geoid height was determined by GEOID03.
 JJ0005
 JJ0005.The dynamic height is computed by dividing the NAVD 88
 JJ0005.geopotential number by the normal gravity value computed on the
 JJ0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0005.degrees latitude (g = 980.6199 gals.).
 JJ0005
 JJ0005.The modeled gravity was interpolated from observed gravity values.
 JJ0005
 JJ0005;                    North         East    Units  Estimated Accuracy
 JJ0005;SPC CO C     -   421,440.    1,187,720.      MT  (+/- 180 meters Scaled)
 JJ0005
 JJ0005                          SUPERSEDED SURVEY CONTROL
 JJ0005
 JJ0005  NGVD 29 (??/??/92) 1293.132  (m)         4242.55   (f) ADJ UNCH    1 2
 JJ0005
 JJ0005.Superseded values are not recommended for survey control.
 JJ0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0005.See file dsdata.txt to determine how the superseded data were derived.
 JJ0005
 JJ0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD299025(NAD 83)
 JJ0005_MARKER: DB = BENCH MARK DISK
 JJ0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0005_STAMPING: A 270 1941
 JJ0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0005+STABILITY: SURFACE MOTION
 JJ0005
 JJ0005  HISTORY     - Date     Condition        Report By
 JJ0005  HISTORY     - 1941     MONUMENTED       CGS
 JJ0005  HISTORY     - 1952     GOOD             NGS
 JJ0005
 JJ0005                          STATION DESCRIPTION
 JJ0005
 JJ0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JJ0005'1.4 MI N FROM CHEYENNE WELLS.
 JJ0005'1.4 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE COURTHOUSE AT
 JJ0005'CHEYENNE WELLS, 46 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 54
 JJ0005'FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD LEADING EAST, 28.4
 JJ0005'FEET SOUTH OF A FENCE CORNER, 12 FEET SOUTHWEST OF A POWER POLE, 2
 JJ0005'FEET EAST OF A FENCE, 2.5 FEET EAST OF A WITNESS POST, SET IN THE
 JJ0005'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 JJ0005'THIS MARK WAS NOT LEVELED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0984 ***********************************************************************
 JJ0984  DESIGNATION -  A 271 RESET
 JJ0984  PID         -  JJ0984
 JJ0984  STATE/COUNTY-  CO/OTERO
 JJ0984  USGS QUAD   -  ROCKY FORD (1979)
 JJ0984
 JJ0984                         *CURRENT SURVEY CONTROL
 JJ0984  ___________________________________________________________________
 JJ0984* NAD 83(1986)-  38 04 52.     (N)    103 44 52.     (W)     SCALED    
 JJ0984* NAVD 88     -      1272.27   (meters)    4174.1    (feet)  RESET     
 JJ0984  ___________________________________________________________________
 JJ0984  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 JJ0984
 JJ0984  VERT ORDER  -  THIRD
 JJ0984
 JJ0984.The horizontal coordinates were scaled from a topographic map and have
 JJ0984.an estimated accuracy of +/- 6 seconds.
 JJ0984
 JJ0984.The orthometric height was computed from unverified reset data.
 JJ0984.No vertical observational check was made to the station.
 JJ0984
 JJ0984.The geoid height was determined by GEOID03.
 JJ0984
 JJ0984;                    North         East    Units  Estimated Accuracy
 JJ0984;SPC CO S     -   463,220.    1,068,120.      MT  (+/- 180 meters Scaled)
 JJ0984
 JJ0984                          SUPERSEDED SURVEY CONTROL
 JJ0984
 JJ0984  NGVD 29 (03/28/06) 1271.60   (m)         4171.9    (f) RESET       3  
 JJ0984
 JJ0984.Superseded values are not recommended for survey control.
 JJ0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0984.See file dsdata.txt to determine how the superseded data were derived.
 JJ0984
 JJ0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC098155(NAD 83)
 JJ0984_MARKER: DB = BENCH MARK DISK
 JJ0984_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JJ0984_SP_SET: HEADWALL
 JJ0984_STAMPING: A 271 RESET 1981
 JJ0984_MARK LOGO: CODH  
 JJ0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0984+STABILITY: SURFACE MOTION
 JJ0984
 JJ0984  HISTORY     - Date     Condition        Report By
 JJ0984  HISTORY     - 1981     MONUMENTED       CODH
 JJ0984
 JJ0984                          STATION DESCRIPTION
 JJ0984
 JJ0984'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1981
 JJ0984'4.7 KM (2.90 MI) NW FROM ROCKY FORD.
 JJ0984'1.8 MILES WEST ALONG US HIGHWAY 50 FROM ATCHISON, TOPEKA, AND SANTA FE
 JJ0984'RAILWAY STATION IN ROCKY FORD, THENCE ABOUT 1.1 MILES NORTH ALONG
 JJ0984'STATE HIGHWAY 71, IN CONCRETE HEADWALL ON WEST END OF 96 INCH
 JJ0984'CORRUGATED STEEL PIPE, 53 FEET WEST OF CENTERLINE OF THE HIGHWAY, 8
 JJ0984'FEET NORTH OF CENTERLINE OF PIPE AND 4.3 FEET LOWER THAN HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0585 ***********************************************************************
 JJ0585  DESIGNATION -  A 272
 JJ0585  PID         -  JJ0585
 JJ0585  STATE/COUNTY-  CO/LINCOLN
 JJ0585  USGS QUAD   -  FORDER (1978)
 JJ0585
 JJ0585                         *CURRENT SURVEY CONTROL
 JJ0585  ___________________________________________________________________
 JJ0585* NAD 83(1986)-  38 43 31.     (N)    103 43 07.     (W)     SCALED    
 JJ0585* NAVD 88     -      1525.231  (meters)    5004.03   (feet)  ADJUSTED  
 JJ0585  ___________________________________________________________________
 JJ0585  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 JJ0585  DYNAMIC HT  -        1523.697 (meters)    4999.00  (feet)  COMP
 JJ0585  MODELED GRAV-     979,568.9   (mgal)                       NAVD 88
 JJ0585
 JJ0585  VERT ORDER  -  SECOND    CLASS 0
 JJ0585
 JJ0585.The horizontal coordinates were scaled from a topographic map and have
 JJ0585.an estimated accuracy of +/- 6 seconds.
 JJ0585
 JJ0585.The orthometric height was determined by differential leveling
 JJ0585.and adjusted by the National Geodetic Survey in June 1991..
 JJ0585
 JJ0585.The geoid height was determined by GEOID03.
 JJ0585
 JJ0585.The dynamic height is computed by dividing the NAVD 88
 JJ0585.geopotential number by the normal gravity value computed on the
 JJ0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0585.degrees latitude (g = 980.6199 gals.).
 JJ0585
 JJ0585.The modeled gravity was interpolated from observed gravity values.
 JJ0585
 JJ0585;                    North         East    Units  Estimated Accuracy
 JJ0585;SPC CO C     -   405,330.    1,069,300.      MT  (+/- 180 meters Scaled)
 JJ0585
 JJ0585                          SUPERSEDED SURVEY CONTROL
 JJ0585
 JJ0585  NGVD 29 (??/??/92) 1524.454  (m)         5001.48   (f) ADJ UNCH    2 0
 JJ0585
 JJ0585.Superseded values are not recommended for survey control.
 JJ0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0585.See file dsdata.txt to determine how the superseded data were derived.
 JJ0585
 JJ0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC113870(NAD 83)
 JJ0585_MARKER: DB = BENCH MARK DISK
 JJ0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0585_SP_SET: CONCRETE POST
 JJ0585_STAMPING: A 272 1941
 JJ0585_MARK LOGO: CGS   
 JJ0585_MAGNETIC: N = NO MAGNETIC MATERIAL
 JJ0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0585+STABILITY: SURFACE MOTION
 JJ0585
 JJ0585  HISTORY     - Date     Condition        Report By
 JJ0585  HISTORY     - 1941     MONUMENTED       CGS
 JJ0585  HISTORY     - 1975     GOOD             USGS
 JJ0585  HISTORY     - 19880909 GOOD             NGS
 JJ0585
 JJ0585                          STATION DESCRIPTION
 JJ0585
 JJ0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0585'3.6 MI N FROM FORDER.
 JJ0585'TO REACH FROM THE SCHOOL HOUSE AT FORDER-- GO 3.6 MILES NORTH
 JJ0585'ALONG HWY. 71 TO SITE OF BENCH MARK.  BENCH MARK IS 0.3 OF A MILE
 JJ0585'NORTH OF A SIDE ROAD LEADING WEST TO A FARM HOUSE, 0.1 OF A MILE
 JJ0585'NORTH OF AN ANGLE IN THE EAST FENCE LINE 3.0 FEET EAST OF A FENCE,
 JJ0585'33.0 FEET EAST OF AND APPROXIMATELY THE SAME ELEVATION AS THE
 JJ0585'CENTERLINE OF THE HWY.  A STD. DISK SET FLUSH AND HORIZONTALLY IN
 JJ0585'A CONCRETE POST, PROJECTING, 6.0 INCHES ABOVE THE GROUND, 3.0 FEET
 JJ0585'NORTH OF A WHITE, WOODEN, 4X4-INCH MARKER POST.
 JJ0585
 JJ0585                          STATION RECOVERY (1975)
 JJ0585
 JJ0585'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JJ0585'RECOVERED IN GOOD CONDITION.
 JJ0585
 JJ0585                          STATION RECOVERY (1988)
 JJ0585
 JJ0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 JJ0585'ABOUT 5.8 KM (3.60 MI) NORTH ALONG STATE HIGHWAY 71 FROM THE SCHOOL
 JJ0585'HOUSE AT FORDER, 0.5 KM (0.31 MI) NORTH OF THE JUNCTION OF A ROAD
 JJ0585'LEADING WEST TO A FARMHOUSE.  15.8 M (51.84 FT) EAST OF THE CENTER
 JJ0585'LINE OF THE HIGHWAY AND 0.9 M (2.95 FT) EAST OF A FENCE, PROJECTING
 JJ0585'30 CM AND ABOUT LEVEL WITH THE HIGHWAY.  0.9 M (2.95 FT) WEST FROM A
 JJ0585'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0078 ***********************************************************************
 HJ0078  DESIGNATION -  A 273
 HJ0078  PID         -  HJ0078
 HJ0078  STATE/COUNTY-  CO/BACA
 HJ0078  USGS QUAD   -  SPRINGFIELD EAST (1978)
 HJ0078
 HJ0078                         *CURRENT SURVEY CONTROL
 HJ0078  ___________________________________________________________________
 HJ0078* NAD 83(1986)-  37 23 51.     (N)    102 36 29.     (W)     SCALED    
 HJ0078* NAVD 88     -      1323.217  (meters)    4341.25   (feet)  POSTED    
 HJ0078  ___________________________________________________________________
 HJ0078  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 HJ0078  DYNAMIC HT  -        1321.820 (meters)    4336.67  (feet)  COMP
 HJ0078  MODELED GRAV-     979,527.1   (mgal)                       NAVD 88
 HJ0078
 HJ0078  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 HJ0078
 HJ0078.The horizontal coordinates were scaled from a topographic map and have
 HJ0078.an estimated accuracy of +/- 6 seconds.
 HJ0078
 HJ0078.The orthometric height was determined by differential leveling
 HJ0078.and adjusted by the National Geodetic Survey in 1992..
 HJ0078.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 HJ0078.rate of 4.1 thru 8.0 mm/km.
 HJ0078
 HJ0078.The geoid height was determined by GEOID03.
 HJ0078
 HJ0078.The dynamic height is computed by dividing the NAVD 88
 HJ0078.geopotential number by the normal gravity value computed on the
 HJ0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0078.degrees latitude (g = 980.6199 gals.).
 HJ0078
 HJ0078.The modeled gravity was interpolated from observed gravity values.
 HJ0078
 HJ0078;                    North         East    Units  Estimated Accuracy
 HJ0078;SPC CO S     -   389,880.    1,170,430.      MT  (+/- 180 meters Scaled)
 HJ0078
 HJ0078                          SUPERSEDED SURVEY CONTROL
 HJ0078
 HJ0078  NGVD 29 (??/??/92) 1322.610  (m)         4339.26   (f) ADJ UNCH    2 0
 HJ0078
 HJ0078.Superseded values are not recommended for survey control.
 HJ0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0078.See file dsdata.txt to determine how the superseded data were derived.
 HJ0078
 HJ0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB117416(NAD 83)
 HJ0078_MARKER: DB = BENCH MARK DISK
 HJ0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0078_STAMPING: A 273 1941
 HJ0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0078+STABILITY: SURFACE MOTION
 HJ0078
 HJ0078  HISTORY     - Date     Condition        Report By
 HJ0078  HISTORY     - 1941     MONUMENTED       CGS
 HJ0078  HISTORY     - 1985     GOOD             NGS
 HJ0078
 HJ0078                          STATION DESCRIPTION
 HJ0078
 HJ0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HJ0078'0.5 MI E FROM SPRINGFIELD.
 HJ0078'TO REACH BENCH MARK GO 0.5 MILE EAST ALONG THE ATCHISON TOPEKA
 HJ0078'AND SANTA FE RAILROAD TO SITE OF BENCH MARK.  BENCH MARK IS NEAR
 HJ0078'THE SOUTH JUNCTION, ONE POLE EAST OF MILE POLE 95, ABOUT 120.0
 HJ0078'FOOT NORTHWEST OF STATION SIGN SOUTH JUNCTION, ABOUT 150.0 FEET
 HJ0078'EAST OF THE CENTERLINE OF A GATE IN THE RIGHT OF WAY FENCE, 47.0
 HJ0078'FEET NORTH OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE OF THE
 HJ0078'NORTH TRACK, 3.0 FEET EAST OF A 4 X 4 INCH WOODEN MARKER POST,
 HJ0078'AND 1.0 FOOT SOUTH OF THE RIGHT OF WAY FENCE.  THE MONUMENT
 HJ0078'PROJECTS 0.6 FOOT.
 HJ0078
 HJ0078                          STATION RECOVERY (1985)
 HJ0078
 HJ0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HJ0078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0424 ***********************************************************************
 JJ0424  DESIGNATION -  A 274
 JJ0424  PID         -  JJ0424
 JJ0424  STATE/COUNTY-  CO/BENT
 JJ0424  USGS QUAD   -  KREYBILL (1979)
 JJ0424
 JJ0424                         *CURRENT SURVEY CONTROL
 JJ0424  ___________________________________________________________________
 JJ0424* NAD 83(1986)-  38 04 38.     (N)    103 05 15.     (W)     SCALED    
 JJ0424* NAVD 88     -      1179.675  (meters)    3870.32   (feet)  ADJUSTED  
 JJ0424  ___________________________________________________________________
 JJ0424  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 JJ0424  DYNAMIC HT  -        1178.523 (meters)    3866.54  (feet)  COMP
 JJ0424  MODELED GRAV-     979,612.6   (mgal)                       NAVD 88
 JJ0424
 JJ0424  VERT ORDER  -  FIRST     CLASS II
 JJ0424
 JJ0424.The horizontal coordinates were scaled from a topographic map and have
 JJ0424.an estimated accuracy of +/- 6 seconds.
 JJ0424
 JJ0424.The orthometric height was determined by differential leveling
 JJ0424.and adjusted by the National Geodetic Survey in June 1991..
 JJ0424
 JJ0424.The geoid height was determined by GEOID03.
 JJ0424
 JJ0424.The dynamic height is computed by dividing the NAVD 88
 JJ0424.geopotential number by the normal gravity value computed on the
 JJ0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0424.degrees latitude (g = 980.6199 gals.).
 JJ0424
 JJ0424.The modeled gravity was interpolated from observed gravity values.
 JJ0424
 JJ0424;                    North         East    Units  Estimated Accuracy
 JJ0424;SPC CO S     -   464,080.    1,126,040.      MT  (+/- 180 meters Scaled)
 JJ0424
 JJ0424                          SUPERSEDED SURVEY CONTROL
 JJ0424
 JJ0424  NGVD 29 (??/??/92) 1179.069  (m)         3868.33   (f) ADJ UNCH    1 2
 JJ0424
 JJ0424.Superseded values are not recommended for survey control.
 JJ0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0424.See file dsdata.txt to determine how the superseded data were derived.
 JJ0424
 JJ0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC677161(NAD 83)
 JJ0424_MARKER: DB = BENCH MARK DISK
 JJ0424_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JJ0424_STAMPING: A 274 1941
 JJ0424_MARK LOGO: CGS   
 JJ0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0424+STABILITY: SURFACE MOTION
 JJ0424
 JJ0424  HISTORY     - Date     Condition        Report By
 JJ0424  HISTORY     - 1941     MONUMENTED       CGS
 JJ0424  HISTORY     - 1951     GOOD             NGS
 JJ0424  HISTORY     - 1985     GOOD             NGS
 JJ0424
 JJ0424                          STATION DESCRIPTION
 JJ0424
 JJ0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JJ0424'7.5 MI E FROM LAS ANIMAS.
 JJ0424'7.5 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JJ0424'FROM THE STATION AT LAS ANIMAS, AT MILEAGE 528.5, AT CULVERT 528 A,
 JJ0424'IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL, 20 FEET SOUTH OF
 JJ0424'THE CENTERLINE OF THE TRACK, AND ABOUT 7 FEET LOWER THAN THE TRACK.
 JJ0424'A STANDARD DISK, STAMPED A 274 1941.
 JJ0424
 JJ0424                          STATION RECOVERY (1985)
 JJ0424
 JJ0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0424'RECOVERED IN GOOD CONDITION.  A NEW ROUTE TO THE MARK FOLLOWS.
 JJ0424'12.1 KM (7.5 MI) EASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 JJ0424'COURTHOUSE IN LAS ANIMAS.  NOTE--THE 4 IN THE STAMPING A 274 IS
 JJ0424'STAMPED OVER A 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0448 ***********************************************************************
 JJ0448  DESIGNATION -  A 275
 JJ0448  PID         -  JJ0448
 JJ0448  STATE/COUNTY-  CO/KIOWA
 JJ0448  USGS QUAD   -  ARLINGTON (1978)
 JJ0448
 JJ0448                         *CURRENT SURVEY CONTROL
 JJ0448  ___________________________________________________________________
 JJ0448* NAD 83(1986)-  38 22 22.     (N)    103 19 23.     (W)     SCALED    
 JJ0448* NAVD 88     -      1306.372  (meters)    4285.99   (feet)  ADJUSTED  
 JJ0448  ___________________________________________________________________
 JJ0448  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 JJ0448  DYNAMIC HT  -        1305.081 (meters)    4281.75  (feet)  COMP
 JJ0448  MODELED GRAV-     979,595.8   (mgal)                       NAVD 88
 JJ0448
 JJ0448  VERT ORDER  -  SECOND    CLASS 0
 JJ0448
 JJ0448.The horizontal coordinates were scaled from a topographic map and have
 JJ0448.an estimated accuracy of +/- 6 seconds.
 JJ0448
 JJ0448.The orthometric height was determined by differential leveling
 JJ0448.and adjusted by the National Geodetic Survey in June 1991..
 JJ0448
 JJ0448.The geoid height was determined by GEOID03.
 JJ0448
 JJ0448.The dynamic height is computed by dividing the NAVD 88
 JJ0448.geopotential number by the normal gravity value computed on the
 JJ0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0448.degrees latitude (g = 980.6199 gals.).
 JJ0448
 JJ0448.The modeled gravity was interpolated from observed gravity values.
 JJ0448
 JJ0448;                    North         East    Units  Estimated Accuracy
 JJ0448;SPC CO S     -   496,370.    1,104,620.      MT  (+/- 180 meters Scaled)
 JJ0448
 JJ0448                          SUPERSEDED SURVEY CONTROL
 JJ0448
 JJ0448  NGVD 29 (??/??/92) 1305.719  (m)         4283.85   (f) ADJ UNCH    2 0
 JJ0448
 JJ0448.Superseded values are not recommended for survey control.
 JJ0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0448.See file dsdata.txt to determine how the superseded data were derived.
 JJ0448
 JJ0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC464485(NAD 83)
 JJ0448_MARKER: DB = BENCH MARK DISK
 JJ0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0448_STAMPING: A 275 1941
 JJ0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0448+STABILITY: SURFACE MOTION
 JJ0448
 JJ0448  HISTORY     - Date     Condition        Report By
 JJ0448  HISTORY     - 1941     MONUMENTED       CGS
 JJ0448
 JJ0448                          STATION DESCRIPTION
 JJ0448
 JJ0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0448'27 MI E FROM ORDWAY.
 JJ0448'IN KIOWA COUNTY, 27.0 MILES EAST ALONG THE MISSOURI PACIFIC
 JJ0448'RAILROAD FROM THE STATION AT ORDWAY, CROWLEY COUNTY, 0.2 MILE EAST
 JJ0448'OF SIGNAL 8188, 42 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 JJ0448'96, 8 FEET NORTH OF A FENCE LINE, 3 FEET NORTH OF A WHITE WOODEN
 JJ0448'WITNESS POST, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 JJ0448'DISK, STAMPED A 275 1941 AND SET IN THE TOP OF A CONCRETE POST
 JJ0448'PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0200 ***********************************************************************
 JJ0200  DESIGNATION -  A 276
 JJ0200  PID         -  JJ0200
 JJ0200  STATE/COUNTY-  CO/PROWERS
 JJ0200  USGS QUAD   -  LAMAR WEST (1979)
 JJ0200
 JJ0200                         *CURRENT SURVEY CONTROL
 JJ0200  ___________________________________________________________________
 JJ0200* NAD 83(1986)-  38 05 16.     (N)    102 39 30.     (W)     SCALED    
 JJ0200* NAVD 88     -      1108.708  (meters)    3637.49   (feet)  POSTED    
 JJ0200  ___________________________________________________________________
 JJ0200  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 JJ0200  DYNAMIC HT  -        1107.650 (meters)    3634.01  (feet)  COMP
 JJ0200  MODELED GRAV-     979,635.3   (mgal)                       NAVD 88
 JJ0200
 JJ0200  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JJ0200
 JJ0200.The horizontal coordinates were scaled from a topographic map and have
 JJ0200.an estimated accuracy of +/- 6 seconds.
 JJ0200
 JJ0200.The orthometric height was determined by differential leveling
 JJ0200.and adjusted by the National Geodetic Survey in 1992..
 JJ0200.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JJ0200.rate of 1.1 thru 2.0 mm/km.
 JJ0200
 JJ0200.The geoid height was determined by GEOID03.
 JJ0200
 JJ0200.The dynamic height is computed by dividing the NAVD 88
 JJ0200.geopotential number by the normal gravity value computed on the
 JJ0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0200.degrees latitude (g = 980.6199 gals.).
 JJ0200
 JJ0200.The modeled gravity was interpolated from observed gravity values.
 JJ0200
 JJ0200;                    North         East    Units  Estimated Accuracy
 JJ0200;SPC CO S     -   466,310.    1,163,650.      MT  (+/- 180 meters Scaled)
 JJ0200
 JJ0200                          SUPERSEDED SURVEY CONTROL
 JJ0200
 JJ0200  NGVD 29 (??/??/92) 1108.151  (m)         3635.66   (f) ADJ UNCH    1 2
 JJ0200
 JJ0200.Superseded values are not recommended for survey control.
 JJ0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0200.See file dsdata.txt to determine how the superseded data were derived.
 JJ0200
 JJ0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC053181(NAD 83)
 JJ0200_MARKER: DB = BENCH MARK DISK
 JJ0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0200_STAMPING: A 276 1941
 JJ0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0200+STABILITY: SURFACE MOTION
 JJ0200
 JJ0200  HISTORY     - Date     Condition        Report By
 JJ0200  HISTORY     - 1941     MONUMENTED       CGS
 JJ0200  HISTORY     - 1951     GOOD             NGS
 JJ0200  HISTORY     - 1974     MARK NOT FOUND   LOCENG
 JJ0200  HISTORY     - 1985     MARK NOT FOUND   NGS
 JJ0200
 JJ0200                          STATION DESCRIPTION
 JJ0200
 JJ0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JJ0200'2.4 MI W FROM LAMAR.
 JJ0200'2.4 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JJ0200'FROM THE STATION AT LAMAR, AT MILEAGE 504.5, 300 FEET WEST OF CULVERT
 JJ0200'504 B, 140 FEET EAST OF A PRIVATE-ROAD CROSSING, 49 FEET NORTH OF
 JJ0200'THE CENTERLINE OF THE TRACK, 3 FEET EAST OF A WHITE WOODEN WITNESS
 JJ0200'POST, 1 FOOT SOUTH OF A RIGHT-OF-WAY FENCE, AND ABOUT LEVEL WITH
 JJ0200'THE TRACK.  A STANDARD DISK, STAMPED A 276 1941 AND SET IN THE TOP
 JJ0200'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 JJ0200
 JJ0200                          STATION RECOVERY (1974)
 JJ0200
 JJ0200'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 JJ0200'MARK NOT FOUND.
 JJ0200
 JJ0200                          STATION RECOVERY (1985)
 JJ0200
 JJ0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0200'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0326 ***********************************************************************
 KL0326  DESIGNATION -  A 277
 KL0326  PID         -  KL0326
 KL0326  STATE/COUNTY-  CO/PITKIN
 KL0326  USGS QUAD   -  NAST (1994)
 KL0326
 KL0326                         *CURRENT SURVEY CONTROL
 KL0326  ___________________________________________________________________
 KL0326* NAD 83(1986)-  39 17 47.     (N)    106 34 20.     (W)     SCALED    
 KL0326* NAVD 88     -      3136.140  (meters)   10289.15   (feet)  ADJUSTED  
 KL0326  ___________________________________________________________________
 KL0326  GEOID HEIGHT-         -12.86  (meters)                     GEOID03
 KL0326  DYNAMIC HT  -        3131.695 (meters)   10274.57  (feet)  COMP
 KL0326  MODELED GRAV-     979,097.2   (mgal)                       NAVD 88
 KL0326
 KL0326  VERT ORDER  -  SECOND    CLASS 0
 KL0326
 KL0326.The horizontal coordinates were scaled from a topographic map and have
 KL0326.an estimated accuracy of +/- 6 seconds.
 KL0326
 KL0326.The orthometric height was determined by differential leveling
 KL0326.and adjusted by the National Geodetic Survey in June 1991..
 KL0326
 KL0326.The geoid height was determined by GEOID03.
 KL0326
 KL0326.The dynamic height is computed by dividing the NAVD 88
 KL0326.geopotential number by the normal gravity value computed on the
 KL0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0326.degrees latitude (g = 980.6199 gals.).
 KL0326
 KL0326.The modeled gravity was interpolated from observed gravity values.
 KL0326
 KL0326;                    North         East    Units  Estimated Accuracy
 KL0326;SPC CO C     -   467,760.      821,920.      MT  (+/- 180 meters Scaled)
 KL0326
 KL0326                          SUPERSEDED SURVEY CONTROL
 KL0326
 KL0326  NGVD 29 (??/??/92) 3134.084  (m)        10282.41   (f) ADJ UNCH    2 0
 KL0326
 KL0326.Superseded values are not recommended for survey control.
 KL0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0326.See file dsdata.txt to determine how the superseded data were derived.
 KL0326
 KL0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD644508(NAD 83)
 KL0326_MARKER: DB = BENCH MARK DISK
 KL0326_SETTING: 80 = SET IN A BOULDER
 KL0326_SP_SET: BOULDER
 KL0326_STAMPING: A 277 1951
 KL0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0326+STABILITY: SURFACE MOTION
 KL0326
 KL0326  HISTORY     - Date     Condition        Report By
 KL0326  HISTORY     - 1951     MONUMENTED       CGS
 KL0326  HISTORY     - 1959     GOOD             DOD
 KL0326
 KL0326                          STATION DESCRIPTION
 KL0326
 KL0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0326'15.3 MI SE FROM THOMASVILLE.
 KL0326'15.3 MILES SOUTHEAST ALONG STATE HIGHWAY 104 FROM ITS JUNCTION WITH
 KL0326'STATE HIGHWAY 307 AT THOMASVILLE, 84 FEET EAST OF THE CENTER OF THE
 KL0326'ENTRANCE TO AN ABANDONED MINE, 15 FEET NORTH OF THE CENTER LINE OF THE
 KL0326'HIGHWAY, SET IN THE TOP OF THE CENTER OF A 4X4 FOOT GRANITE BOULDER, 3
 KL0326'FEET ABOVE THE GROUND.
 KL0326
 KL0326                          STATION RECOVERY (1959)
 KL0326
 KL0326'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0354 ***********************************************************************
 KL0354  DESIGNATION -  A 278
 KL0354  PID         -  KL0354
 KL0354  STATE/COUNTY-  CO/PITKIN
 KL0354  USGS QUAD   -  RUEDI RESERVOIR (1987)
 KL0354
 KL0354                         *CURRENT SURVEY CONTROL
 KL0354  ___________________________________________________________________
 KL0354* NAD 83(1986)-  39 21 50.     (N)    106 47 29.     (W)     SCALED    
 KL0354* NAVD 88     -      2319.494  (meters)    7609.87   (feet)  ADJUSTED  
 KL0354  ___________________________________________________________________
 KL0354  GEOID HEIGHT-         -13.29  (meters)                     GEOID03
 KL0354  DYNAMIC HT  -        2316.637 (meters)    7600.50  (feet)  COMP
 KL0354  MODELED GRAV-     979,313.6   (mgal)                       NAVD 88
 KL0354
 KL0354  VERT ORDER  -  SECOND    CLASS 0
 KL0354
 KL0354.The horizontal coordinates were scaled from a topographic map and have
 KL0354.an estimated accuracy of +/- 6 seconds.
 KL0354
 KL0354.The orthometric height was determined by differential leveling
 KL0354.and adjusted by the National Geodetic Survey in June 1991..
 KL0354
 KL0354.The geoid height was determined by GEOID03.
 KL0354
 KL0354.The dynamic height is computed by dividing the NAVD 88
 KL0354.geopotential number by the normal gravity value computed on the
 KL0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0354.degrees latitude (g = 980.6199 gals.).
 KL0354
 KL0354.The modeled gravity was interpolated from observed gravity values.
 KL0354
 KL0354;                    North         East    Units  Estimated Accuracy
 KL0354;SPC CO C     -   475,500.      803,120.      MT  (+/- 180 meters Scaled)
 KL0354
 KL0354                          SUPERSEDED SURVEY CONTROL
 KL0354
 KL0354  NGVD 29 (??/??/92) 2317.831  (m)         7604.42   (f) ADJ UNCH    2 0
 KL0354
 KL0354.Superseded values are not recommended for survey control.
 KL0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0354.See file dsdata.txt to determine how the superseded data were derived.
 KL0354
 KL0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD456586(NAD 83)
 KL0354_MARKER: DB = BENCH MARK DISK
 KL0354_SETTING: 80 = SET IN A BOULDER
 KL0354_SP_SET: BOULDER
 KL0354_STAMPING: A 278 1951
 KL0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0354+STABILITY: SURFACE MOTION
 KL0354
 KL0354  HISTORY     - Date     Condition        Report By
 KL0354  HISTORY     - 1951     MONUMENTED       CGS
 KL0354  HISTORY     - 1969     MARK NOT FOUND   NGS
 KL0354
 KL0354                          STATION DESCRIPTION
 KL0354
 KL0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0354'4.8 MI NW FROM THOMASVILLE.
 KL0354'4.8 MILES NORTHWEST ALONG STATE HIGHWAY 104 FROM ITS JUNCTION WITH
 KL0354'STATE HIGHWAY 307 AT THOMASVILLE, 21 FEET NORTH OF THE CENTER LINE OF
 KL0354'THE HIGHWAY, 12 FEET SOUTH OF A FENCE, 4 FEET ABOVE THE LEVEL OF THE
 KL0354'ROAD, SET IN THE TOP OF THE CENTER OF A 4X6 FOOT SANDSTONE BOULDER.
 KL0354
 KL0354                          STATION RECOVERY (1969)
 KL0354
 KL0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KL0354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0377 ***********************************************************************
 KL0377  DESIGNATION -  A 279
 KL0377  PID         -  KL0377
 KL0377  STATE/COUNTY-  CO/EAGLE
 KL0377  USGS QUAD   -  CROOKED CREEK PASS (1987)
 KL0377
 KL0377                         *CURRENT SURVEY CONTROL
 KL0377  ___________________________________________________________________
 KL0377* NAD 83(1986)-  39 24 32.     (N)    106 40 32.     (W)     SCALED    
 KL0377* NAVD 88     -      2920.515  (meters)    9581.72   (feet)  ADJUSTED  
 KL0377  ___________________________________________________________________
 KL0377  GEOID HEIGHT-         -12.87  (meters)                     GEOID03
 KL0377  DYNAMIC HT  -        2916.557 (meters)    9568.74  (feet)  COMP
 KL0377  MODELED GRAV-     979,167.3   (mgal)                       NAVD 88
 KL0377
 KL0377  VERT ORDER  -  SECOND    CLASS 0
 KL0377
 KL0377.The horizontal coordinates were scaled from a topographic map and have
 KL0377.an estimated accuracy of +/- 6 seconds.
 KL0377
 KL0377.The orthometric height was determined by differential leveling
 KL0377.and adjusted by the National Geodetic Survey in June 1991..
 KL0377
 KL0377.The geoid height was determined by GEOID03.
 KL0377
 KL0377.The dynamic height is computed by dividing the NAVD 88
 KL0377.geopotential number by the normal gravity value computed on the
 KL0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0377.degrees latitude (g = 980.6199 gals.).
 KL0377
 KL0377.The modeled gravity was interpolated from observed gravity values.
 KL0377
 KL0377;                    North         East    Units  Estimated Accuracy
 KL0377;SPC CO C     -   480,360.      813,160.      MT  (+/- 180 meters Scaled)
 KL0377
 KL0377                          SUPERSEDED SURVEY CONTROL
 KL0377
 KL0377  NGVD 29 (??/??/92) 2918.610  (m)         9575.47   (f) ADJ UNCH    2 0
 KL0377
 KL0377.Superseded values are not recommended for survey control.
 KL0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0377.See file dsdata.txt to determine how the superseded data were derived.
 KL0377
 KL0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD557634(NAD 83)
 KL0377_MARKER: DB = BENCH MARK DISK
 KL0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0377_STAMPING: A 279 1951
 KL0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0377+STABILITY: SURFACE MOTION
 KL0377
 KL0377  HISTORY     - Date     Condition        Report By
 KL0377  HISTORY     - 1951     MONUMENTED       CGS
 KL0377  HISTORY     - 1959     GOOD             DOD
 KL0377
 KL0377                          STATION DESCRIPTION
 KL0377
 KL0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0377'6.05 MI N FROM THOMASVILLE.
 KL0377'6.05 MILES NORTH ALONG STATE HIGHWAY 307 FROM ITS JUNCTION WITH STATE
 KL0377'HIGHWAY 104 AT THOMASVILLE, 0.05 MILE SOUTHWEST OF THE ENTRANCE TO THE
 KL0377'ENDICOTT CAMP GROUND, 37 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 KL0377'12 FEET EAST OF A 20 INCH PINE TREE, SET IN THE TOP OF A CONCRETE POST
 KL0377'WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
 KL0377
 KL0377                          STATION RECOVERY (1959)
 KL0377
 KL0377'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0339 ***********************************************************************
 LM0339  DESIGNATION -  A 28
 LM0339  PID         -  LM0339
 LM0339  STATE/COUNTY-  CO/ROUTT
 LM0339  USGS QUAD   -  HOOKER MOUNTAIN (1973)
 LM0339
 LM0339                         *CURRENT SURVEY CONTROL
 LM0339  ___________________________________________________________________
 LM0339* NAD 83(1986)-  40 30 01.     (N)    107 13 45.     (W)     SCALED    
 LM0339* NAVD 88     -      1940.380  (meters)    6366.06   (feet)  ADJUSTED  
 LM0339  ___________________________________________________________________
 LM0339  GEOID HEIGHT-         -13.80  (meters)                     GEOID03
 LM0339  DYNAMIC HT  -        1938.505 (meters)    6359.91  (feet)  COMP
 LM0339  MODELED GRAV-     979,589.9   (mgal)                       NAVD 88
 LM0339
 LM0339  VERT ORDER  -  FIRST     CLASS II
 LM0339
 LM0339.The horizontal coordinates were scaled from a topographic map and have
 LM0339.an estimated accuracy of +/- 6 seconds.
 LM0339
 LM0339.The orthometric height was determined by differential leveling
 LM0339.and adjusted by the National Geodetic Survey in June 1991..
 LM0339
 LM0339.The geoid height was determined by GEOID03.
 LM0339
 LM0339.The dynamic height is computed by dividing the NAVD 88
 LM0339.geopotential number by the normal gravity value computed on the
 LM0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0339.degrees latitude (g = 980.6199 gals.).
 LM0339
 LM0339.The modeled gravity was interpolated from observed gravity values.
 LM0339
 LM0339;                    North         East    Units  Estimated Accuracy
 LM0339;SPC CO N     -   435,800.      767,840.      MT  (+/- 180 meters Scaled)
 LM0339
 LM0339                          SUPERSEDED SURVEY CONTROL
 LM0339
 LM0339  NGVD 29 (??/??/92) 1939.144  (m)         6362.01   (f) ADJ UNCH    1 2
 LM0339
 LM0339.Superseded values are not recommended for survey control.
 LM0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0339.See file dsdata.txt to determine how the superseded data were derived.
 LM0339
 LM0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE111856(NAD 83)
 LM0339_MARKER: DB = BENCH MARK DISK
 LM0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0339_STAMPING: A 28 1933
 LM0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0339+STABILITY: SURFACE MOTION
 LM0339
 LM0339  HISTORY     - Date     Condition        Report By
 LM0339  HISTORY     - 1933     MONUMENTED       CGS
 LM0339
 LM0339                          STATION DESCRIPTION
 LM0339
 LM0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LM0339'1.7 MI E FROM HAYDEN.
 LM0339'1.7 MILES EAST ALONG THE DENVER AND SALT LAKE RAILWAY FROM THE STATION
 LM0339'AT HAYDEN, AT MILEAGE 213,36, AT A COUNTY-ROAD CROSSING, 36.7 FEET
 LM0339'SOUTH OF THE SOUTH RAIL, 25 FEET FROM THE CENTER LINE OF THE ROAD, 11
 LM0339'FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND 8 FEET WEST OF THE FENCE
 LM0339'PARALLELING THE ROAD, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0472 ***********************************************************************
 KL0472  DESIGNATION -  A 280
 KL0472  PID         -  KL0472
 KL0472  STATE/COUNTY-  CO/EAGLE
 KL0472  USGS QUAD   -  THE SEVEN HERMITS (1987)
 KL0472
 KL0472                         *CURRENT SURVEY CONTROL
 KL0472  ___________________________________________________________________
 KL0472* NAD 83(1986)-  39 37 24.     (N)    106 46 37.     (W)     SCALED    
 KL0472* NAVD 88     -      2103.117  (meters)    6899.98   (feet)  ADJUSTED  
 KL0472  ___________________________________________________________________
 KL0472  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 KL0472  DYNAMIC HT  -        2100.782 (meters)    6892.32  (feet)  COMP
 KL0472  MODELED GRAV-     979,441.7   (mgal)                       NAVD 88
 KL0472
 KL0472  VERT ORDER  -  SECOND    CLASS 0
 KL0472
 KL0472.The horizontal coordinates were scaled from a topographic map and have
 KL0472.an estimated accuracy of +/- 6 seconds.
 KL0472
 KL0472.The orthometric height was determined by differential leveling
 KL0472.and adjusted by the National Geodetic Survey in June 1991..
 KL0472
 KL0472.The geoid height was determined by GEOID03.
 KL0472
 KL0472.The dynamic height is computed by dividing the NAVD 88
 KL0472.geopotential number by the normal gravity value computed on the
 KL0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0472.degrees latitude (g = 980.6199 gals.).
 KL0472
 KL0472.The modeled gravity was interpolated from observed gravity values.
 KL0472
 KL0472;                    North         East    Units  Estimated Accuracy
 KL0472;SPC CO C     -   504,280.      804,770.      MT  (+/- 180 meters Scaled)
 KL0472
 KL0472                          SUPERSEDED SURVEY CONTROL
 KL0472
 KL0472  NGVD 29 (??/??/92) 2101.734  (m)         6895.44   (f) ADJ UNCH    2 0
 KL0472
 KL0472.Superseded values are not recommended for survey control.
 KL0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0472.See file dsdata.txt to determine how the superseded data were derived.
 KL0472
 KL0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD474874(NAD 83)
 KL0472_MARKER: DB = BENCH MARK DISK
 KL0472_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KL0472_SP_SET: BRIDGE
 KL0472_STAMPING: A 280 1951
 KL0472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0472
 KL0472  HISTORY     - Date     Condition        Report By
 KL0472  HISTORY     - 1951     MONUMENTED       CGS
 KL0472
 KL0472                          STATION DESCRIPTION
 KL0472
 KL0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0472'3.9 MI S FROM EAGLE.
 KL0472'3.9 MILES SOUTH ALONG STATE HIGHWAY 307 FROM THE POST OFFICE AT EAGLE,
 KL0472'175 YARDS NORTH OF THE ENTRANCE TO A FARMHOUSE, 48 FEET NORTHWEST OF
 KL0472'THE CENTER OF A WOODEN GATE, 48 FEET WEST OF A POWER LINE, 7 FEET WEST
 KL0472'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST CONCRETE
 KL0472'GUARD RAIL OF A 30 FOOT CONCRETE BRIDGE OVER BRUSH CREEK, 9 FEET SOUTH
 KL0472'OF THE NORTHWEST CORNER OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0109 ***********************************************************************
 KL0109  DESIGNATION -  A 281
 KL0109  PID         -  KL0109
 KL0109  STATE/COUNTY-  CO/SUMMIT
 KL0109  USGS QUAD   -  VAIL PASS (1987)
 KL0109
 KL0109                         *CURRENT SURVEY CONTROL
 KL0109  ___________________________________________________________________
 KL0109* NAD 83(1986)-  39 30 35.     (N)    106 08 35.     (W)     SCALED    
 KL0109* NAVD 88     -      2951.277  (meters)    9682.65   (feet)  ADJUSTED  
 KL0109  ___________________________________________________________________
 KL0109  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 KL0109  DYNAMIC HT  -        2947.451 (meters)    9670.10  (feet)  COMP
 KL0109  MODELED GRAV-     979,223.6   (mgal)                       NAVD 88
 KL0109
 KL0109  VERT ORDER  -  FIRST     CLASS II
 KL0109
 KL0109.The horizontal coordinates were scaled from a topographic map and have
 KL0109.an estimated accuracy of +/- 6 seconds.
 KL0109
 KL0109.The orthometric height was determined by differential leveling
 KL0109.and adjusted by the National Geodetic Survey in June 1991..
 KL0109
 KL0109.The geoid height was determined by GEOID03.
 KL0109
 KL0109.The dynamic height is computed by dividing the NAVD 88
 KL0109.geopotential number by the normal gravity value computed on the
 KL0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0109.degrees latitude (g = 980.6199 gals.).
 KL0109
 KL0109.The modeled gravity was interpolated from observed gravity values.
 KL0109
 KL0109;                    North         East    Units  Estimated Accuracy
 KL0109;SPC CO C     -   491,090.      859,100.      MT  (+/- 180 meters Scaled)
 KL0109
 KL0109                          SUPERSEDED SURVEY CONTROL
 KL0109
 KL0109  NGVD 29 (??/??/92) 2949.506  (m)         9676.84   (f) ADJ UNCH    1 2
 KL0109
 KL0109.Superseded values are not recommended for survey control.
 KL0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0109.See file dsdata.txt to determine how the superseded data were derived.
 KL0109
 KL0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD017739(NAD 83)
 KL0109_MARKER: DB = BENCH MARK DISK
 KL0109_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KL0109_SP_SET: ABUTMENT
 KL0109_STAMPING: A 281 1951
 KL0109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0109
 KL0109  HISTORY     - Date     Condition        Report By
 KL0109  HISTORY     - 1951     MONUMENTED       CGS
 KL0109  HISTORY     - 1959     GOOD             DOD
 KL0109
 KL0109                          STATION DESCRIPTION
 KL0109
 KL0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0109'8.15 MI NE FROM KOKOMO.
 KL0109'8.0 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ITS JUNCTION WITH
 KL0109'COUNTY ROAD 304 AT KOKOMO, THENCE 0.15 MILE NORTH ALONG U.S. HIGHWAY
 KL0109'6, 18 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 KL0109'OF THE NORTHEAST END OF THE NORTH CONCRETE ABUTMENT OF A LARGE
 KL0109'CONCRETE BRIDGE OVER THE WEST FORK OF TEN MILE CREEK.  NOTE-- THE MARK
 KL0109'IS 24 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 6 AND IS 0.1 FOOT
 KL0109'HIGHER.  37 FEET NORTH OF THE CENTERLINE OF THE BRIDGE AND 0.3 FOOT
 KL0109'LOWER.  ABOUT 690 FEET NORTH-NORTHWEST FROM THE JUNCTION OF U.S.
 KL0109'HIGHWAY 6 AND STATE HIGHWAY 91 AND IS 8.9 FEET LOWER.
 KL0109
 KL0109                          STATION RECOVERY (1959)
 KL0109
 KL0109'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0159 ***********************************************************************
 KL0159  DESIGNATION -  A 283
 KL0159  PID         -  KL0159
 KL0159  STATE/COUNTY-  CO/SUMMIT
 KL0159  USGS QUAD   -  COPPER MOUNTAIN (1987)
 KL0159
 KL0159                         *CURRENT SURVEY CONTROL
 KL0159  ___________________________________________________________________
 KL0159* NAD 83(1986)-  39 23 13.     (N)    106 11 28.     (W)     SCALED    
 KL0159* NAVD 88     -      3422.620  (meters)   11229.05   (feet)  ADJUSTED  
 KL0159  ___________________________________________________________________
 KL0159  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 KL0159  DYNAMIC HT  -        3417.907 (meters)   11213.58  (feet)  COMP
 KL0159  MODELED GRAV-     979,124.4   (mgal)                       NAVD 88
 KL0159
 KL0159  VERT ORDER  -  FIRST     CLASS II
 KL0159
 KL0159.The horizontal coordinates were scaled from a topographic map and have
 KL0159.an estimated accuracy of +/- 6 seconds.
 KL0159
 KL0159.The orthometric height was determined by differential leveling
 KL0159.and adjusted by the National Geodetic Survey in June 1991..
 KL0159
 KL0159.The geoid height was determined by GEOID03.
 KL0159
 KL0159.The dynamic height is computed by dividing the NAVD 88
 KL0159.geopotential number by the normal gravity value computed on the
 KL0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0159.degrees latitude (g = 980.6199 gals.).
 KL0159
 KL0159.The modeled gravity was interpolated from observed gravity values.
 KL0159
 KL0159;                    North         East    Units  Estimated Accuracy
 KL0159;SPC CO C     -   477,490.      854,860.      MT  (+/- 180 meters Scaled)
 KL0159
 KL0159                          SUPERSEDED SURVEY CONTROL
 KL0159
 KL0159  NGVD 29 (??/??/92) 3420.685  (m)        11222.70   (f) ADJ UNCH    1 2
 KL0159
 KL0159.Superseded values are not recommended for survey control.
 KL0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0159.See file dsdata.txt to determine how the superseded data were derived.
 KL0159
 KL0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD974603(NAD 83)
 KL0159_MARKER: DB = BENCH MARK DISK
 KL0159_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KL0159_SP_SET: RETAINING WALL
 KL0159_STAMPING: A 283 1951
 KL0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0159
 KL0159  HISTORY     - Date     Condition        Report By
 KL0159  HISTORY     - 1951     MONUMENTED       CGS
 KL0159  HISTORY     - 1970     MARK NOT FOUND   NGS
 KL0159
 KL0159                          STATION DESCRIPTION
 KL0159
 KL0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0159'1.3 MI NE FROM CLIMAX.
 KL0159'1.3 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM THE ENTRANCE TO THE
 KL0159'CLIMAX MOLYBDENUM COMPANY MINE AT CLIMAX, 68 FEET SOUTHWEST OF A 4X4
 KL0159'WOODEN RIGHT OF WAY MARKER, 0.3 MILE NORTH OF A LARGE WOODEN BRIDGE,
 KL0159'24 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 KL0159'SOUTH END OF THE EAST RETAINING WALL OF A DRAIN UNDER THE HIGHWAY.
 KL0159
 KL0159                          STATION RECOVERY (1970)
 KL0159
 KL0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KL0159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0207 ***********************************************************************
 KL0207  DESIGNATION -  A 284
 KL0207  PID         -  KL0207
 KL0207  STATE/COUNTY-  CO/PARK
 KL0207  USGS QUAD   -  ALMA (1970)
 KL0207
 KL0207                         *CURRENT SURVEY CONTROL
 KL0207  ___________________________________________________________________
 KL0207* NAD 83(1986)-  39 16 42.     (N)    106 07 18.     (W)     SCALED    
 KL0207* NAVD 88     -      3334.698  (meters)   10940.59   (feet)  ADJUSTED  
 KL0207  ___________________________________________________________________
 KL0207  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 KL0207  DYNAMIC HT  -        3330.125 (meters)   10925.59  (feet)  COMP
 KL0207  MODELED GRAV-     979,133.6   (mgal)                       NAVD 88
 KL0207
 KL0207  VERT ORDER  -  SECOND    CLASS 0
 KL0207
 KL0207.The horizontal coordinates were scaled from a topographic map and have
 KL0207.an estimated accuracy of +/- 6 seconds.
 KL0207
 KL0207.The orthometric height was determined by differential leveling
 KL0207.and adjusted by the National Geodetic Survey in June 1991..
 KL0207
 KL0207.The geoid height was determined by GEOID03.
 KL0207
 KL0207.The dynamic height is computed by dividing the NAVD 88
 KL0207.geopotential number by the normal gravity value computed on the
 KL0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0207.degrees latitude (g = 980.6199 gals.).
 KL0207
 KL0207.The modeled gravity was interpolated from observed gravity values.
 KL0207
 KL0207;                    North         East    Units  Estimated Accuracy
 KL0207;SPC CO C     -   465,390.      860,760.      MT  (+/- 180 meters Scaled)
 KL0207
 KL0207                          SUPERSEDED SURVEY CONTROL
 KL0207
 KL0207  NGVD 29 (??/??/92) 3332.795  (m)        10934.34   (f) ADJ UNCH    2 0
 KL0207
 KL0207.Superseded values are not recommended for survey control.
 KL0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0207.See file dsdata.txt to determine how the superseded data were derived.
 KL0207
 KL0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD032482(NAD 83)
 KL0207_MARKER: DB = BENCH MARK DISK
 KL0207_SETTING: 80 = SET IN A BOULDER
 KL0207_SP_SET: BOULDER
 KL0207_STAMPING: A 284 1951
 KL0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0207+STABILITY: SURFACE MOTION
 KL0207
 KL0207  HISTORY     - Date     Condition        Report By
 KL0207  HISTORY     - 1951     MONUMENTED       CGS
 KL0207  HISTORY     - 1959     GOOD             DOD
 KL0207
 KL0207                          STATION DESCRIPTION
 KL0207
 KL0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0207'5.35 MI W FROM ALMA.
 KL0207'0.35 MILE SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 KL0207'ALMA, THENCE 5.0 MILES WEST ALONG A GRAVELED ROAD, 120 FEET NORTHEAST
 KL0207'OF THE CENTER OF A JUNCTION WITH A GRAVELED ROAD LEADING NORTHWEST TO
 KL0207'A MINE, 87 FEET NORTH OF THE CENTER LINE OF THE GRAVELED ROAD, 67 FEET
 KL0207'SOUTHEAST OF A POWER POLE, 21 FEET SOUTHWEST OF A TELEPHONE POLE, 10
 KL0207'FEET SOUTH OF A TELEPHONE LINE, 12 FEET ABOVE THE LEVEL OF THE ROAD,
 KL0207'SET IN THE TOP OF THE CENTER OF A 4X6 FOOT GRANITE BOULDER, 3.5 FEET
 KL0207'ABOVE THE GROUND.
 KL0207
 KL0207                          STATION RECOVERY (1959)
 KL0207
 KL0207'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0763 ***********************************************************************
 JK0763  DESIGNATION -  A 285
 JK0763  PID         -  JK0763
 JK0763  STATE/COUNTY-  CO/CHAFFEE
 JK0763  USGS QUAD   -  SALIDA EAST (1983)
 JK0763
 JK0763                         *CURRENT SURVEY CONTROL
 JK0763  ___________________________________________________________________
 JK0763* NAD 83(1986)-  38 33 24.     (N)    105 59 52.     (W)     SCALED    
 JK0763* NAVD 88     -      2214.446  (meters)    7265.23   (feet)  ADJUSTED  
 JK0763  ___________________________________________________________________
 JK0763  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 JK0763  DYNAMIC HT  -        2211.767 (meters)    7256.44  (feet)  COMP
 JK0763  MODELED GRAV-     979,339.8   (mgal)                       NAVD 88
 JK0763
 JK0763  VERT ORDER  -  SECOND    CLASS 0
 JK0763
 JK0763.The horizontal coordinates were scaled from a topographic map and have
 JK0763.an estimated accuracy of +/- 6 seconds.
 JK0763
 JK0763.The orthometric height was determined by differential leveling
 JK0763.and adjusted by the National Geodetic Survey in June 1991..
 JK0763
 JK0763.The geoid height was determined by GEOID03.
 JK0763
 JK0763.The dynamic height is computed by dividing the NAVD 88
 JK0763.geopotential number by the normal gravity value computed on the
 JK0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0763.degrees latitude (g = 980.6199 gals.).
 JK0763
 JK0763.The modeled gravity was interpolated from observed gravity values.
 JK0763
 JK0763;                    North         East    Units  Estimated Accuracy
 JK0763;SPC CO C     -   385,220.      871,010.      MT  (+/- 180 meters Scaled)
 JK0763
 JK0763                          SUPERSEDED SURVEY CONTROL
 JK0763
 JK0763  NGVD 29 (??/??/92) 2213.019  (m)         7260.55   (f) ADJ UNCH    2 0
 JK0763
 JK0763.Superseded values are not recommended for survey control.
 JK0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0763.See file dsdata.txt to determine how the superseded data were derived.
 JK0763
 JK0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC130680(NAD 83)
 JK0763_MARKER: DB = BENCH MARK DISK
 JK0763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0763_STAMPING: A 285 1951
 JK0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0763+STABILITY: SURFACE MOTION
 JK0763
 JK0763  HISTORY     - Date     Condition        Report By
 JK0763  HISTORY     - 1951     MONUMENTED       CGS
 JK0763
 JK0763                          STATION DESCRIPTION
 JK0763
 JK0763'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0763'1.9 MI NE FROM SALIDA.
 JK0763'1.0 MILE NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0763'FROM THE STATION AT SALIDA, THENCE 0.9 MILE NORTHEAST ALONG THE UTE
 JK0763'TRAIL, 0.1 MILE SOUTHEAST OF A FARMHOUSE, 73 FEET SOUTHEAST OF THE
 JK0763'CENTER LINE OF THE TRAIL, 63 FEET SOUTHWEST OF POLE 28, 3 FEET
 JK0763'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 JK0763'IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0463 ***********************************************************************
 JK0463  DESIGNATION -  A 287
 JK0463  PID         -  JK0463
 JK0463  STATE/COUNTY-  CO/FREMONT
 JK0463  USGS QUAD   -  GRIBBLE MOUNTAIN (1983)
 JK0463
 JK0463                         *CURRENT SURVEY CONTROL
 JK0463  ___________________________________________________________________
 JK0463* NAD 83(1986)-  38 34 43.     (N)    105 25 08.     (W)     SCALED    
 JK0463* NAVD 88     -      2154.631  (meters)    7068.99   (feet)  ADJUSTED  
 JK0463  ___________________________________________________________________
 JK0463  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 JK0463  DYNAMIC HT  -        2152.115 (meters)    7060.73  (feet)  COMP
 JK0463  MODELED GRAV-     979,383.5   (mgal)                       NAVD 88
 JK0463
 JK0463  VERT ORDER  -  SECOND    CLASS 0
 JK0463
 JK0463.The horizontal coordinates were scaled from a topographic map and have
 JK0463.an estimated accuracy of +/- 6 seconds.
 JK0463
 JK0463.The orthometric height was determined by differential leveling
 JK0463.and adjusted by the National Geodetic Survey in June 1991..
 JK0463
 JK0463.The geoid height was determined by GEOID03.
 JK0463
 JK0463.The dynamic height is computed by dividing the NAVD 88
 JK0463.geopotential number by the normal gravity value computed on the
 JK0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0463.degrees latitude (g = 980.6199 gals.).
 JK0463
 JK0463.The modeled gravity was interpolated from observed gravity values.
 JK0463
 JK0463;                    North         East    Units  Estimated Accuracy
 JK0463;SPC CO C     -   387,540.      921,470.      MT  (+/- 180 meters Scaled)
 JK0463
 JK0463                          SUPERSEDED SURVEY CONTROL
 JK0463
 JK0463  NGVD 29 (??/??/92) 2153.390  (m)         7064.91   (f) ADJ UNCH    2 0
 JK0463
 JK0463.Superseded values are not recommended for survey control.
 JK0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0463.See file dsdata.txt to determine how the superseded data were derived.
 JK0463
 JK0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC635700(NAD 83)
 JK0463_MARKER: DB = BENCH MARK DISK
 JK0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0463_STAMPING: A 287 1951
 JK0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0463+STABILITY: SURFACE MOTION
 JK0463
 JK0463  HISTORY     - Date     Condition        Report By
 JK0463  HISTORY     - 1951     MONUMENTED       CGS
 JK0463  HISTORY     - 1976     GOOD             USGS
 JK0463
 JK0463                          STATION DESCRIPTION
 JK0463
 JK0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0463'10.8 MI NW FROM PARKDALE.
 JK0463'1.3 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0463'RAILROAD FROM THE STATION AT PARKDALE, THENCE 1.6 MILES NORTHEAST
 JK0463'ALONG U.S. HIGHWAY 50, THENCE 7.9 MILES NORTHWEST ALONG STATE
 JK0463'HIGHWAY 9, 0.1 MILE NORTHEAST OF A SMALL BRIDGE, 95 FEET SOUTHEAST
 JK0463'OF THE CENTER LINE OF THE HIGHWAY, 12 FEET NORTHEAST OF THE CENTER
 JK0463'OF A WIRE GATE, 1 FOOT NORTHWEST OF A FENCE, 3 FEET SOUTHWEST
 JK0463'OF A WITNESS POST, 10 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN
 JK0463'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 JK0463'GROUND.
 JK0463
 JK0463                          STATION RECOVERY (1976)
 JK0463
 JK0463'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JK0463'PARKDALE, 1.3 MILES SOUTHWEST OF STATION AT, ALONG THE DENVER AND RIO
 JK0463'GRANDE WESTERN RAILROAD, THENCE 1.6 MILES NORTHEAST ALONG US HIGHWAY
 JK0463'50, THENCE 7.9 MILES NORTHWEST ALONG STATE HIGHWAY 9, 0.3 MILES SOUTH
 JK0463'OF A CURVE IN A SADDLE, 0.1 MILE EAST OF THE MOUTH OF A SMALL CANYON
 JK0463'230 FEET SOUTHEAST OF THE C/L OF THE HIGHWAY, 95 FEET SOUTHEAST OF
 JK0463'THE OLD HIGHWAY, 12 FEET NORTHEAST OF THE CENTER OF A WIRE GATE, 1
 JK0463'FOOT NORTHWEST OF A FENCE, 3 FEET SOUTHWEST OF A WITNESS POST, SET IN
 JK0463'THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND, A
 JK0463'STANDARD TABLET STAMPED A-287 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0711 ***********************************************************************
 JK0711  DESIGNATION -  A 288
 JK0711  PID         -  JK0711
 JK0711  STATE/COUNTY-  CO/PARK
 JK0711  USGS QUAD   -  THIRTYONE MILE MOUNTAIN (1983)
 JK0711
 JK0711                         *CURRENT SURVEY CONTROL
 JK0711  ___________________________________________________________________
 JK0711* NAD 83(1986)-  38 44 35.     (N)    105 35 57.     (W)     SCALED    
 JK0711* NAVD 88     -      2735.274  (meters)    8973.98   (feet)  ADJUSTED  
 JK0711  ___________________________________________________________________
 JK0711  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 JK0711  DYNAMIC HT  -        2731.814 (meters)    8962.63  (feet)  COMP
 JK0711  MODELED GRAV-     979,263.6   (mgal)                       NAVD 88
 JK0711
 JK0711  VERT ORDER  -  SECOND    CLASS 0
 JK0711
 JK0711.The horizontal coordinates were scaled from a topographic map and have
 JK0711.an estimated accuracy of +/- 6 seconds.
 JK0711
 JK0711.The orthometric height was determined by differential leveling
 JK0711.and adjusted by the National Geodetic Survey in June 1991..
 JK0711
 JK0711.The geoid height was determined by GEOID03.
 JK0711
 JK0711.The dynamic height is computed by dividing the NAVD 88
 JK0711.geopotential number by the normal gravity value computed on the
 JK0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0711.degrees latitude (g = 980.6199 gals.).
 JK0711
 JK0711.The modeled gravity was interpolated from observed gravity values.
 JK0711
 JK0711;                    North         East    Units  Estimated Accuracy
 JK0711;SPC CO C     -   405,790.      905,780.      MT  (+/- 180 meters Scaled)
 JK0711
 JK0711                          SUPERSEDED SURVEY CONTROL
 JK0711
 JK0711  NGVD 29 (??/??/92) 2733.785  (m)         8969.09   (f) ADJ UNCH    2 0
 JK0711
 JK0711.Superseded values are not recommended for survey control.
 JK0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0711.See file dsdata.txt to determine how the superseded data were derived.
 JK0711
 JK0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC479884(NAD 83)
 JK0711_MARKER: DB = BENCH MARK DISK
 JK0711_SETTING: 80 = SET IN A BOULDER
 JK0711_SP_SET: BOULDER
 JK0711_STAMPING: A 288 1951
 JK0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0711+STABILITY: SURFACE MOTION
 JK0711
 JK0711  HISTORY     - Date     Condition        Report By
 JK0711  HISTORY     - 1951     MONUMENTED       CGS
 JK0711
 JK0711                          STATION DESCRIPTION
 JK0711
 JK0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0711'5.7 MI SW FROM GUFFEY.
 JK0711'1.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 JK0711'GUFFEY, THENCE 1.6 MILES NORTHWEST ALONG STATE HIGHWAY 9, THENCE 2.7
 JK0711'MILES SOUTHWEST ALONG A GRAVELED ROAD, 0.15 MILE SOUTHWEST OF A
 JK0711'CURVE IN THE ROAD, 88 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 JK0711'33 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A SMALL DITCH, 6 FEET
 JK0711'ABOVE THE LEVEL OF THE ROAD, 2 FEET ABOVE THE GROUND, SET IN THE
 JK0711'TOP OF THE CENTER OF A LARGE GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0729 ***********************************************************************
 JK0729  DESIGNATION -  A 289
 JK0729  PID         -  JK0729
 JK0729  STATE/COUNTY-  CO/PARK
 JK0729  USGS QUAD   -  GUFFEY NW (1956)
 JK0729
 JK0729                         *CURRENT SURVEY CONTROL
 JK0729  ___________________________________________________________________
 JK0729* NAD 83(1986)-  38 54 17.     (N)    105 41 50.     (W)     SCALED    
 JK0729* NAVD 88     -      2825.809  (meters)    9271.01   (feet)  ADJUSTED  
 JK0729  ___________________________________________________________________
 JK0729  GEOID HEIGHT-         -13.90  (meters)                     GEOID03
 JK0729  DYNAMIC HT  -        2822.197 (meters)    9259.16  (feet)  COMP
 JK0729  MODELED GRAV-     979,246.4   (mgal)                       NAVD 88
 JK0729
 JK0729  VERT ORDER  -  SECOND    CLASS 0
 JK0729
 JK0729.The horizontal coordinates were scaled from a topographic map and have
 JK0729.an estimated accuracy of +/- 6 seconds.
 JK0729
 JK0729.The orthometric height was determined by differential leveling
 JK0729.and adjusted by the National Geodetic Survey in June 1991..
 JK0729
 JK0729.The geoid height was determined by GEOID03.
 JK0729
 JK0729.The dynamic height is computed by dividing the NAVD 88
 JK0729.geopotential number by the normal gravity value computed on the
 JK0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0729.degrees latitude (g = 980.6199 gals.).
 JK0729
 JK0729.The modeled gravity was interpolated from observed gravity values.
 JK0729
 JK0729;                    North         East    Units  Estimated Accuracy
 JK0729;SPC CO C     -   423,750.      897,300.      MT  (+/- 180 meters Scaled)
 JK0729
 JK0729                          SUPERSEDED SURVEY CONTROL
 JK0729
 JK0729  NGVD 29 (??/??/92) 2824.236  (m)         9265.85   (f) ADJ UNCH    2 0
 JK0729
 JK0729.Superseded values are not recommended for survey control.
 JK0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0729.See file dsdata.txt to determine how the superseded data were derived.
 JK0729
 JK0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD395064(NAD 83)
 JK0729_MARKER: DB = BENCH MARK DISK
 JK0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0729_STAMPING: A 289 1951
 JK0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0729+STABILITY: SURFACE MOTION
 JK0729
 JK0729  HISTORY     - Date     Condition        Report By
 JK0729  HISTORY     - 1951     MONUMENTED       CGS
 JK0729  HISTORY     - 1952     GOOD             NGS
 JK0729
 JK0729                          STATION DESCRIPTION
 JK0729
 JK0729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JK0729'10 MI SE FROM HARTSEL.
 JK0729'10.0 MILES SOUTHEAST ALONG STATE HIGHWAY 9 FROM ITS JUNCTION WITH
 JK0729'U.S. HIGHWAY 24 AT HARTSEL, 215 FEET NORTHWEST OF THE CENTER OF A
 JK0729'SMALL WOODEN BRIDGE, 210 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF A
 JK0729'GROVE OF ASPEN TREES, 80 FEET NORTHEAST OF THE CENTER LINE OF THE
 JK0729'HIGHWAY, 3 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 JK0729'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0253 ***********************************************************************
 LM0253  DESIGNATION -  A 29
 LM0253  PID         -  LM0253
 LM0253  STATE/COUNTY-  CO/ROUTT
 LM0253  USGS QUAD   -  YAMPA (1972)
 LM0253
 LM0253                         *CURRENT SURVEY CONTROL
 LM0253  ___________________________________________________________________
 LM0253* NAD 83(1986)-  40 10 56.     (N)    106 54 50.     (W)     SCALED    
 LM0253* NAVD 88     -      2344.118  (meters)    7690.66   (feet)  ADJUSTED  
 LM0253  ___________________________________________________________________
 LM0253  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 LM0253  DYNAMIC HT  -        2341.591 (meters)    7682.37  (feet)  COMP
 LM0253  MODELED GRAV-     979,463.7   (mgal)                       NAVD 88
 LM0253
 LM0253  VERT ORDER  -  FIRST     CLASS II
 LM0253
 LM0253.The horizontal coordinates were scaled from a topographic map and have
 LM0253.an estimated accuracy of +/- 6 seconds.
 LM0253
 LM0253.The orthometric height was determined by differential leveling
 LM0253.and adjusted by the National Geodetic Survey in June 1991..
 LM0253
 LM0253.The geoid height was determined by GEOID03.
 LM0253
 LM0253.The dynamic height is computed by dividing the NAVD 88
 LM0253.geopotential number by the normal gravity value computed on the
 LM0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0253.degrees latitude (g = 980.6199 gals.).
 LM0253
 LM0253.The modeled gravity was interpolated from observed gravity values.
 LM0253
 LM0253;                    North         East    Units  Estimated Accuracy
 LM0253;SPC CO N     -   400,010.      794,000.      MT  (+/- 180 meters Scaled)
 LM0253
 LM0253                          SUPERSEDED SURVEY CONTROL
 LM0253
 LM0253  NGVD 29 (??/??/92) 2342.681  (m)         7685.95   (f) ADJ UNCH    1 2
 LM0253
 LM0253.Superseded values are not recommended for survey control.
 LM0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0253.See file dsdata.txt to determine how the superseded data were derived.
 LM0253
 LM0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE370497(NAD 83)
 LM0253_MARKER: DB = BENCH MARK DISK
 LM0253_SETTING: 0 = UNSPECIFIED SETTING
 LM0253_STAMPING: A 29 1933
 LM0253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0253
 LM0253  HISTORY     - Date     Condition        Report By
 LM0253  HISTORY     - 1933     MONUMENTED       CGS
 LM0253
 LM0253                          STATION DESCRIPTION
 LM0253
 LM0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LM0253'3.7 MI S FROM PHIPPSBURG.
 LM0253'3.7 MILES SOUTH ALONG THE DENVER AND SALT LAKE RAILWAY FROM THE
 LM0253'STATION AT PHIPPSBURG, 8 1/2 POLES NORTH OF MILEPOST 164, AT A ROAD
 LM0253'CROSSING, 38 FEET EAST OF THE EAST RAIL, 20 FEET SOUTH OF THE CENTER
 LM0253'LINE OF THE ROAD, 9 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND 5 FEET
 LM0253'SOUTH OF THE FENCE PARALLELING THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0385 ***********************************************************************
 JK0385  DESIGNATION -  A 290
 JK0385  PID         -  JK0385
 JK0385  STATE/COUNTY-  CO/PARK
 JK0385  USGS QUAD   -  WITCHER MOUNTAIN (1984)
 JK0385
 JK0385                         *CURRENT SURVEY CONTROL
 JK0385  ___________________________________________________________________
 JK0385* NAD 83(1986)-  38 47 11.     (N)    105 29 35.     (W)     SCALED    
 JK0385* NAVD 88     -      2768.187  (meters)    9081.96   (feet)  ADJUSTED  
 JK0385  ___________________________________________________________________
 JK0385  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 JK0385  DYNAMIC HT  -        2764.715 (meters)    9070.57  (feet)  COMP
 JK0385  MODELED GRAV-     979,272.6   (mgal)                       NAVD 88
 JK0385
 JK0385  VERT ORDER  -  SECOND    CLASS 0
 JK0385
 JK0385.The horizontal coordinates were scaled from a topographic map and have
 JK0385.an estimated accuracy of +/- 6 seconds.
 JK0385
 JK0385.The orthometric height was determined by differential leveling
 JK0385.and adjusted by the National Geodetic Survey in June 1991..
 JK0385
 JK0385.The geoid height was determined by GEOID03.
 JK0385
 JK0385.The dynamic height is computed by dividing the NAVD 88
 JK0385.geopotential number by the normal gravity value computed on the
 JK0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0385.degrees latitude (g = 980.6199 gals.).
 JK0385
 JK0385.The modeled gravity was interpolated from observed gravity values.
 JK0385
 JK0385;                    North         East    Units  Estimated Accuracy
 JK0385;SPC CO C     -   410,600.      915,010.      MT  (+/- 180 meters Scaled)
 JK0385
 JK0385                          SUPERSEDED SURVEY CONTROL
 JK0385
 JK0385  NGVD 29 (??/??/92) 2766.735  (m)         9077.20   (f) ADJ UNCH    2 0
 JK0385
 JK0385.Superseded values are not recommended for survey control.
 JK0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0385.See file dsdata.txt to determine how the superseded data were derived.
 JK0385
 JK0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC571931(NAD 83)
 JK0385_MARKER: DB = BENCH MARK DISK
 JK0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0385_STAMPING: A 290 1951
 JK0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0385+STABILITY: SURFACE MOTION
 JK0385
 JK0385  HISTORY     - Date     Condition        Report By
 JK0385  HISTORY     - 1951     MONUMENTED       CGS
 JK0385
 JK0385                          STATION DESCRIPTION
 JK0385
 JK0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0385'3.2 MI NE FROM GUFFEY.
 JK0385'3.15 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 JK0385'GUFFEY, 157 FEET SOUTHWEST OF 3-10 INCH PINE TREES, 143 FEET SOUTHEAST
 JK0385'OF THE CENTER OF A WIRE GATE, 85 FEET EAST OF THE CENTER LINE OF
 JK0385'THE ROAD, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 JK0385'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0400 ***********************************************************************
 JK0400  DESIGNATION -  A 291
 JK0400  PID         -  JK0400
 JK0400  STATE/COUNTY-  CO/TELLER
 JK0400  USGS QUAD   -  WRIGHTS RESERVOIR (1994)
 JK0400
 JK0400                         *CURRENT SURVEY CONTROL
 JK0400  ___________________________________________________________________
 JK0400* NAD 83(1986)-  38 47 54.     (N)    105 16 47.     (W)     SCALED    
 JK0400* NAVD 88     -      2472.918  (meters)    8113.23   (feet)  ADJUSTED  
 JK0400  ___________________________________________________________________
 JK0400  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 JK0400  DYNAMIC HT  -        2470.004 (meters)    8103.67  (feet)  COMP
 JK0400  MODELED GRAV-     979,359.6   (mgal)                       NAVD 88
 JK0400
 JK0400  VERT ORDER  -  SECOND    CLASS 0
 JK0400
 JK0400.The horizontal coordinates were scaled from a topographic map and have
 JK0400.an estimated accuracy of +/- 6 seconds.
 JK0400
 JK0400.The orthometric height was determined by differential leveling
 JK0400.and adjusted by the National Geodetic Survey in June 1991..
 JK0400
 JK0400.The geoid height was determined by GEOID03.
 JK0400
 JK0400.The dynamic height is computed by dividing the NAVD 88
 JK0400.geopotential number by the normal gravity value computed on the
 JK0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0400.degrees latitude (g = 980.6199 gals.).
 JK0400
 JK0400.The modeled gravity was interpolated from observed gravity values.
 JK0400
 JK0400;                    North         East    Units  Estimated Accuracy
 JK0400;SPC CO C     -   411,950.      933,540.      MT  (+/- 180 meters Scaled)
 JK0400
 JK0400                          SUPERSEDED SURVEY CONTROL
 JK0400
 JK0400  NGVD 29 (??/??/92) 2471.651  (m)         8109.07   (f) ADJ UNCH    2 0
 JK0400
 JK0400.Superseded values are not recommended for survey control.
 JK0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0400.See file dsdata.txt to determine how the superseded data were derived.
 JK0400
 JK0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC757944(NAD 83)
 JK0400_MARKER: DB = BENCH MARK DISK
 JK0400_SETTING: 80 = SET IN A BOULDER
 JK0400_SP_SET: BOULDER
 JK0400_STAMPING: A 291 1951
 JK0400_MARK LOGO: CGS   
 JK0400_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0400+STABILITY: SURFACE MOTION
 JK0400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0400+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2004
 JK0400
 JK0400  HISTORY     - Date     Condition        Report By
 JK0400  HISTORY     - 1951     MONUMENTED       CGS
 JK0400  HISTORY     - 1959     GOOD             NGS
 JK0400  HISTORY     - 19980302 GOOD             NGS
 JK0400  HISTORY     - 20040627 GOOD             GEOCAC
 JK0400
 JK0400                          STATION DESCRIPTION
 JK0400
 JK0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JK0400'10.4 MI SW FROM CRIPPLE CREEK.
 JK0400'8.4 MILES NORTHWEST ALONG STATE HIGHWAY 143 FROM THE COURTHOUSE AT
 JK0400'CRIPPLE CREEK, THENCE 2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 299,
 JK0400'495 FEET EAST OF A FENCE CORNER, 150 FEET NORTH OF THE CENTER LINE
 JK0400'OF THE HIGHWAY, 97 FEET NORTHEAST OF THE NORTHEAST END OF A SNOW
 JK0400'FENCE, 4 FEET NORTH OF A FENCE, 6 FEET ABOVE THE LEVEL OF THE
 JK0400'HIGHWAY, 4 FEET ABOVE THE GROUND, SET IN THE TOP OF AN 8X10 FOOT
 JK0400'GRANITE BOULDER.
 JK0400'NOTE-- STATE HIGHWAY 143 AND 299 ARE NOW COUNTY ROADS.
 JK0400
 JK0400                          STATION RECOVERY (1998)
 JK0400
 JK0400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 JK0400'RECOVERED AS DESCRIBED.
 JK0400
 JK0400                          STATION RECOVERY (2004)
 JK0400
 JK0400'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 JK0400'RECOVERED IN GOOD CONDITION 4 FEET NORTH FROM E-W FENCE, 330 FEET WEST
 JK0400'FROM DIAGONAL FENCE CORNER WITH R-O-W FENCE.  STATE HWY NOW TELLER
 JK0400'COUNTY ROAD 1 AND STATE HWY 299 NOW TELLER COUNTY 11.  HANDHELD GPS
 JK0400'COORDINATES N384755.6, W1051646.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0765 ***********************************************************************
 JK0765  DESIGNATION -  A 292
 JK0765  PID         -  JK0765
 JK0765  STATE/COUNTY-  CO/TELLER
 JK0765  USGS QUAD   -  MOUNT BIG CHIEF (1994)
 JK0765
 JK0765                         *CURRENT SURVEY CONTROL
 JK0765  ___________________________________________________________________
 JK0765* NAD 83(1986)-  38 44 09.     (N)    104 59 17.     (W)     SCALED    
 JK0765* NAVD 88     -      3031.880  (meters)    9947.09   (feet)  ADJUSTED  
 JK0765  ___________________________________________________________________
 JK0765  GEOID HEIGHT-         -15.50  (meters)                     GEOID03
 JK0765  DYNAMIC HT  -        3027.992 (meters)    9934.34  (feet)  COMP
 JK0765  MODELED GRAV-     979,233.9   (mgal)                       NAVD 88
 JK0765
 JK0765  VERT ORDER  -  SECOND    CLASS 0
 JK0765
 JK0765.The horizontal coordinates were scaled from a topographic map and have
 JK0765.an estimated accuracy of +/- 6 seconds.
 JK0765
 JK0765.The orthometric height was determined by differential leveling
 JK0765.and adjusted by the National Geodetic Survey in June 1991..
 JK0765
 JK0765.The geoid height was determined by GEOID03.
 JK0765
 JK0765.The dynamic height is computed by dividing the NAVD 88
 JK0765.geopotential number by the normal gravity value computed on the
 JK0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0765.degrees latitude (g = 980.6199 gals.).
 JK0765
 JK0765.The modeled gravity was interpolated from observed gravity values.
 JK0765
 JK0765;                    North         East    Units  Estimated Accuracy
 JK0765;SPC CO C     -   405,110.      958,910.      MT  (+/- 180 meters Scaled)
 JK0765
 JK0765                          SUPERSEDED SURVEY CONTROL
 JK0765
 JK0765  NGVD 29 (??/??/92) 3030.434  (m)         9942.35   (f) ADJ UNCH    2 0
 JK0765
 JK0765.Superseded values are not recommended for survey control.
 JK0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0765.See file dsdata.txt to determine how the superseded data were derived.
 JK0765
 JK0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC010874(NAD 83)
 JK0765_MARKER: DB = BENCH MARK DISK
 JK0765_SETTING: 80 = SET IN A BOULDER
 JK0765_SP_SET: BOULDER
 JK0765_STAMPING: A 292 1951
 JK0765_MARK LOGO: CGS   
 JK0765_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0765+STABILITY: SURFACE MOTION
 JK0765
 JK0765  HISTORY     - Date     Condition        Report By
 JK0765  HISTORY     - 1951     MONUMENTED       CGS
 JK0765  HISTORY     - 19541118 GOOD             CGS
 JK0765
 JK0765                          STATION DESCRIPTION
 JK0765
 JK0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JK0765'1.9 MILES (3.1 KM) NORTH ALONG STATE HIGHWAY 67 FROM THE COURTHOUSE IN
 JK0765'CRIPPLE CREEK, THENCE 15.9 MILES (25.6 KM) EAST ALONG STATE HIGHWAY
 JK0765'336, 155 FEET (47.2 M) WEST OF A FOREST SERVICE SIGN, 50 FEET
 JK0765'(15.2 M) NORTH OF THE CENTERLINE OF THE HIGHWAY, 45 FEET (13.7 M)
 JK0765'SOUTHEAST OF A 16 INCH PINE TREE, 3 FEET (0.9 M) ABOVE THE LEVEL OF
 JK0765'THE HIGHWAY, 4 FEET (1.2 M) ABOVE THE GROUND, SET IN THE TOP OF THE
 JK0765'CENTER OF A 6 BY 10 FOOT (3.0 M) GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0764 ***********************************************************************
 JK0764  DESIGNATION -  A 293
 JK0764  PID         -  JK0764
 JK0764  STATE/COUNTY-  CO/EL PASO
 JK0764  USGS QUAD   -  MOUNT BIG CHIEF (1994)
 JK0764
 JK0764                         *CURRENT SURVEY CONTROL
 JK0764  ___________________________________________________________________
 JK0764* NAD 83(1986)-  38 44 03.     (N)    104 55 29.     (W)     SCALED    
 JK0764* NAVD 88     -      2890.592  (meters)    9483.55   (feet)  ADJUSTED  
 JK0764  ___________________________________________________________________
 JK0764  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 JK0764  DYNAMIC HT  -        2886.985 (meters)    9471.72  (feet)  COMP
 JK0764  MODELED GRAV-     979,273.7   (mgal)                       NAVD 88
 JK0764
 JK0764  VERT ORDER  -  SECOND    CLASS 0
 JK0764
 JK0764.The horizontal coordinates were scaled from a topographic map and have
 JK0764.an estimated accuracy of +/- 6 seconds.
 JK0764
 JK0764.The orthometric height was determined by differential leveling
 JK0764.and adjusted by the National Geodetic Survey in June 1991..
 JK0764
 JK0764.The geoid height was determined by GEOID03.
 JK0764
 JK0764.The dynamic height is computed by dividing the NAVD 88
 JK0764.geopotential number by the normal gravity value computed on the
 JK0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0764.degrees latitude (g = 980.6199 gals.).
 JK0764
 JK0764.The modeled gravity was interpolated from observed gravity values.
 JK0764
 JK0764;                    North         East    Units  Estimated Accuracy
 JK0764;SPC CO C     -   404,960.      964,420.      MT  (+/- 180 meters Scaled)
 JK0764
 JK0764                          SUPERSEDED SURVEY CONTROL
 JK0764
 JK0764  NGVD 29 (??/??/92) 2889.237  (m)         9479.11   (f) ADJ UNCH    2 0
 JK0764
 JK0764.Superseded values are not recommended for survey control.
 JK0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0764.See file dsdata.txt to determine how the superseded data were derived.
 JK0764
 JK0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC065872(NAD 83)
 JK0764_MARKER: DB = BENCH MARK DISK
 JK0764_SETTING: 80 = SET IN A BOULDER
 JK0764_SP_SET: BOULDER
 JK0764_STAMPING: A 293 1951
 JK0764_MARK LOGO: CGS   
 JK0764_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0764+STABILITY: SURFACE MOTION
 JK0764
 JK0764  HISTORY     - Date     Condition        Report By
 JK0764  HISTORY     - 1951     MONUMENTED       CGS
 JK0764  HISTORY     - 19541118 GOOD             CGS
 JK0764
 JK0764                          STATION DESCRIPTION
 JK0764
 JK0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JK0764'2.6 MILES (4.2 KM) NORTHWEST ALONG US HIGHWAY 24 FROM THE POST OFFICE
 JK0764'IN COLORADO SPRINGS, THENCE 1.6 MILES (2.6 KM) SOUTHWEST ALONG STATE
 JK0764'HIGHWAY 336, THENCE 5.35 MILES (8.61 KM) SOUTHWEST ALONG A GRAVELED
 JK0764'ROAD, THENCE 10.2 MILES (16.4 KM) SOUTHWEST ALONG STATE HIGHWAY 336,
 JK0764'55 FEET (16.8 M) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2 FEET
 JK0764'(0.6 M) SOUTHEAST OF A 9 INCH ASPEN TREE, 3 FEET (0.9 M) ABOVE THE
 JK0764'LEVEL OF THE HIGHWAY, 1 FOOT (0.3 M) ABOVE THE GROUND, SET IN THE TOP
 JK0764'OF A 4 BY 6 FOOT (1.8 M) GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0255 ***********************************************************************
 KK0255  DESIGNATION -  A 294
 KK0255  PID         -  KK0255
 KK0255  STATE/COUNTY-  CO/EL PASO
 KK0255  USGS QUAD   -  MOUNT DECEPTION (1984)
 KK0255
 KK0255                         *CURRENT SURVEY CONTROL
 KK0255  ___________________________________________________________________
 KK0255* NAD 83(1986)-  39 03 34.     (N)    105 00 03.     (W)     SCALED    
 KK0255* NAVD 88     -      2829.736  (meters)    9283.89   (feet)  ADJUSTED  
 KK0255  ___________________________________________________________________
 KK0255  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 KK0255  DYNAMIC HT  -        2826.349 (meters)    9272.78  (feet)  COMP
 KK0255  MODELED GRAV-     979,326.1   (mgal)                       NAVD 88
 KK0255
 KK0255  VERT ORDER  -  SECOND    CLASS 0
 KK0255
 KK0255.The horizontal coordinates were scaled from a topographic map and have
 KK0255.an estimated accuracy of +/- 6 seconds.
 KK0255
 KK0255.The orthometric height was determined by differential leveling
 KK0255.and adjusted by the National Geodetic Survey in June 1991..
 KK0255
 KK0255.The geoid height was determined by GEOID03.
 KK0255
 KK0255.The dynamic height is computed by dividing the NAVD 88
 KK0255.geopotential number by the normal gravity value computed on the
 KK0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0255.degrees latitude (g = 980.6199 gals.).
 KK0255
 KK0255.The modeled gravity was interpolated from observed gravity values.
 KK0255
 KK0255;                    North         East    Units  Estimated Accuracy
 KK0255;SPC CO C     -   441,030.      957,600.      MT  (+/- 180 meters Scaled)
 KK0255
 KK0255                          SUPERSEDED SURVEY CONTROL
 KK0255
 KK0255  NGVD 29 (??/??/92) 2828.401  (m)         9279.51   (f) ADJ UNCH    2 0
 KK0255
 KK0255.Superseded values are not recommended for survey control.
 KK0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0255.See file dsdata.txt to determine how the superseded data were derived.
 KK0255
 KK0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD999233(NAD 83)
 KK0255_MARKER: DB = BENCH MARK DISK
 KK0255_SETTING: 80 = SET IN A BOULDER
 KK0255_STAMPING: A 294 1952
 KK0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0255+STABILITY: SURFACE MOTION
 KK0255
 KK0255  HISTORY     - Date     Condition        Report By
 KK0255  HISTORY     - 1952     MONUMENTED       CGS
 KK0255
 KK0255                          STATION DESCRIPTION
 KK0255
 KK0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0255'11.9 MI W FROM MONUMENT.
 KK0255'0.9 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE GRADE SCHOOL AT
 KK0255'MONUMENT, THENCE 11.0 MILES WEST ALONG A GRAVELED ROAD, 98 FEET
 KK0255'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 98 FEET SOUTHEAST OF A
 KK0255'TRACK ROAD LEADING EAST, 5 FEET NORTH OF THE NORTH SIDE OF A 12X15
 KK0255'FOOT BOULDER, 3 FEET ABOVE THE GROUND, SET IN THE TOP OF THE
 KK0255'CENTER OF A 4X4 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0283 ***********************************************************************
 KK0283  DESIGNATION -  A 295
 KK0283  PID         -  KK0283
 KK0283  STATE/COUNTY-  CO/EL PASO
 KK0283  USGS QUAD   -  BLACK FOREST (1975)
 KK0283
 KK0283                         *CURRENT SURVEY CONTROL
 KK0283  ___________________________________________________________________
 KK0283* NAD 83(1986)-  39 04 14.     (N)    104 39 11.     (W)     SCALED    
 KK0283* NAVD 88     -      2285.832  (meters)    7499.43   (feet)  ADJUSTED  
 KK0283  ___________________________________________________________________
 KK0283  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 KK0283  DYNAMIC HT  -        2283.236 (meters)    7490.92  (feet)  COMP
 KK0283  MODELED GRAV-     979,409.1   (mgal)                       NAVD 88
 KK0283
 KK0283  VERT ORDER  -  SECOND    CLASS 0
 KK0283
 KK0283.The horizontal coordinates were scaled from a topographic map and have
 KK0283.an estimated accuracy of +/- 6 seconds.
 KK0283
 KK0283.The orthometric height was determined by differential leveling
 KK0283.and adjusted by the National Geodetic Survey in June 1991..
 KK0283
 KK0283.The geoid height was determined by GEOID03.
 KK0283
 KK0283.The dynamic height is computed by dividing the NAVD 88
 KK0283.geopotential number by the normal gravity value computed on the
 KK0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0283.degrees latitude (g = 980.6199 gals.).
 KK0283
 KK0283.The modeled gravity was interpolated from observed gravity values.
 KK0283
 KK0283;                    North         East    Units  Estimated Accuracy
 KK0283;SPC CO C     -   442,480.      987,690.      MT  (+/- 180 meters Scaled)
 KK0283
 KK0283                          SUPERSEDED SURVEY CONTROL
 KK0283
 KK0283  NGVD 29 (??/??/92) 2284.585  (m)         7495.34   (f) ADJ UNCH    2 0
 KK0283
 KK0283.Superseded values are not recommended for survey control.
 KK0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0283.See file dsdata.txt to determine how the superseded data were derived.
 KK0283
 KK0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED300246(NAD 83)
 KK0283_MARKER: DB = BENCH MARK DISK
 KK0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0283_STAMPING: A 295 1952
 KK0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0283+STABILITY: SURFACE MOTION
 KK0283
 KK0283  HISTORY     - Date     Condition        Report By
 KK0283  HISTORY     - 1952     MONUMENTED       CGS
 KK0283
 KK0283                          STATION DESCRIPTION
 KK0283
 KK0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0283'5.5 MI W FROM EASTONVILLE.
 KK0283'5.5 MILES WEST ALONG STATE HIGHWAY 50 FROM THE GRADE SCHOOL AT
 KK0283'EASTONVILLE, 34 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1
 KK0283'FOOT NORTH OF A FENCE, 3 FEET WEST OF A WITNESS POST, SET IN THE
 KK0283'TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0291 ***********************************************************************
 LM0291  DESIGNATION -  A 296
 LM0291  PID         -  LM0291
 LM0291  STATE/COUNTY-  CO/GRAND
 LM0291  USGS QUAD   -  LAKE AGNES (1956)
 LM0291
 LM0291                         *CURRENT SURVEY CONTROL
 LM0291  ___________________________________________________________________
 LM0291* NAD 83(1986)-  40 18 58.     (N)    106 31 14.     (W)     SCALED    
 LM0291* NAVD 88     -      2416.987  (meters)    7929.73   (feet)  ADJUSTED  
 LM0291  ___________________________________________________________________
 LM0291  GEOID HEIGHT-         -12.16  (meters)                     GEOID03
 LM0291  DYNAMIC HT  -        2414.405 (meters)    7921.26  (feet)  COMP
 LM0291  MODELED GRAV-     979,470.0   (mgal)                       NAVD 88
 LM0291
 LM0291  VERT ORDER  -  SECOND    CLASS 0
 LM0291
 LM0291.The horizontal coordinates were scaled from a topographic map and have
 LM0291.an estimated accuracy of +/- 6 seconds.
 LM0291
 LM0291.The orthometric height was determined by differential leveling
 LM0291.and adjusted by the National Geodetic Survey in June 1991..
 LM0291
 LM0291.The geoid height was determined by GEOID03.
 LM0291
 LM0291.The dynamic height is computed by dividing the NAVD 88
 LM0291.geopotential number by the normal gravity value computed on the
 LM0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0291.degrees latitude (g = 980.6199 gals.).
 LM0291
 LM0291.The modeled gravity was interpolated from observed gravity values.
 LM0291
 LM0291;                    North         East    Units  Estimated Accuracy
 LM0291;SPC CO N     -   414,420.      827,660.      MT  (+/- 180 meters Scaled)
 LM0291
 LM0291                          SUPERSEDED SURVEY CONTROL
 LM0291
 LM0291  NGVD 29 (??/??/92) 2415.644  (m)         7925.33   (f) ADJ UNCH    2 0
 LM0291
 LM0291.Superseded values are not recommended for survey control.
 LM0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0291.See file dsdata.txt to determine how the superseded data were derived.
 LM0291
 LM0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE708639(NAD 83)
 LM0291_MARKER: DB = BENCH MARK DISK
 LM0291_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LM0291_SP_SET: BRIDGE
 LM0291_STAMPING: A 296 1951
 LM0291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LM0291
 LM0291  HISTORY     - Date     Condition        Report By
 LM0291  HISTORY     - 1951     MONUMENTED       CGS
 LM0291
 LM0291                          STATION DESCRIPTION
 LM0291
 LM0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LM0291'21.1 MI NW FROM KREMMLING.
 LM0291'21.1 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LM0291'KREMMLING, 9.6 MILES SOUTHEAST OF THE MONUMENT AT RABBIT EARS PASS,
 LM0291'144 YARDS SOUTHEAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING
 LM0291'SOUTHWEST TO THE MARTIN RANCH, 18 FEET NORTHEAST OF THE CENTER LINE OF
 LM0291'THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF THE NORTH WINGWALL
 LM0291'OF A CONCRETE BRIDGE OVER DIAMOND CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0215 ***********************************************************************
 LM0215  DESIGNATION -  A 297
 LM0215  PID         -  LM0215
 LM0215  STATE/COUNTY-  CO/GRAND
 LM0215  USGS QUAD   -  HINMAN RESERVOIR (1980)
 LM0215
 LM0215                         *CURRENT SURVEY CONTROL
 LM0215  ___________________________________________________________________
 LM0215* NAD 83(1986)-  40 08 17.     (N)    106 25 50.     (W)     SCALED    
 LM0215* NAVD 88     -      2305.419  (meters)    7563.70   (feet)  ADJUSTED  
 LM0215  ___________________________________________________________________
 LM0215  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 LM0215  DYNAMIC HT  -        2302.981 (meters)    7555.70  (feet)  COMP
 LM0215  MODELED GRAV-     979,485.0   (mgal)                       NAVD 88
 LM0215
 LM0215  VERT ORDER  -  SECOND    CLASS 0
 LM0215
 LM0215.The horizontal coordinates were scaled from a topographic map and have
 LM0215.an estimated accuracy of +/- 6 seconds.
 LM0215
 LM0215.The orthometric height was determined by differential leveling
 LM0215.and adjusted by the National Geodetic Survey in June 1991..
 LM0215
 LM0215.The geoid height was determined by GEOID03.
 LM0215
 LM0215.The dynamic height is computed by dividing the NAVD 88
 LM0215.geopotential number by the normal gravity value computed on the
 LM0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0215.degrees latitude (g = 980.6199 gals.).
 LM0215
 LM0215.The modeled gravity was interpolated from observed gravity values.
 LM0215
 LM0215;                    North         East    Units  Estimated Accuracy
 LM0215;SPC CO N     -   394,570.      835,100.      MT  (+/- 180 meters Scaled)
 LM0215
 LM0215                          SUPERSEDED SURVEY CONTROL
 LM0215
 LM0215  NGVD 29 (??/??/92) 2304.124  (m)         7559.45   (f) ADJ UNCH    2 0
 LM0215
 LM0215.Superseded values are not recommended for survey control.
 LM0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0215.See file dsdata.txt to determine how the superseded data were derived.
 LM0215
 LM0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE781440(NAD 83)
 LM0215_MARKER: DB = BENCH MARK DISK
 LM0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0215_SP_SET: CULVERT
 LM0215_STAMPING: A 297 1951
 LM0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0215
 LM0215  HISTORY     - Date     Condition        Report By
 LM0215  HISTORY     - 1951     MONUMENTED       CGS
 LM0215  HISTORY     - 1976     MARK NOT FOUND   USGS
 LM0215
 LM0215                          STATION DESCRIPTION
 LM0215
 LM0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LM0215'5.9 MI NW FROM KREMMLING.
 LM0215'5.9 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LM0215'KREMMLING, AT A JUNCTION WITH STATE HIGHWAYS 84 AND 131, 21 FEET WEST
 LM0215'OF THE CENTER LINE OF U.S. HIGHWAY 40, 95 YARDS NORTH OF THE SOUTH
 LM0215'POINT OF THE TRIANGLE FORMED BY THE HIGHWAY JUNCTION, 44 YARDS SOUTH
 LM0215'OF THE NORTH POINT OF THE TRIANGLE, SET IN THE TOP OF THE CENTER OF
 LM0215'THE WEST HEADWALL OF A 6 FOOT CONCRETE CULVERT UNDER U.S. HIGHWAY 40.
 LM0215
 LM0215                          STATION RECOVERY (1976)
 LM0215
 LM0215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LM0215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0053 ***********************************************************************
 KL0053  DESIGNATION -  A 298
 KL0053  PID         -  KL0053
 KL0053  STATE/COUNTY-  CO/SUMMIT
 KL0053  USGS QUAD   -  SQUAW CREEK (1987)
 KL0053
 KL0053                         *CURRENT SURVEY CONTROL
 KL0053  ___________________________________________________________________
 KL0053* NAD 83(1986)-  39 47 52.     (N)    106 09 58.     (W)     SCALED    
 KL0053* NAVD 88     -      2484.364  (meters)    8150.78   (feet)  ADJUSTED  
 KL0053  ___________________________________________________________________
 KL0053  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 KL0053  DYNAMIC HT  -        2481.461 (meters)    8141.26  (feet)  COMP
 KL0053  MODELED GRAV-     979,368.8   (mgal)                       NAVD 88
 KL0053
 KL0053  VERT ORDER  -  SECOND    CLASS 0
 KL0053
 KL0053.The horizontal coordinates were scaled from a topographic map and have
 KL0053.an estimated accuracy of +/- 6 seconds.
 KL0053
 KL0053.The orthometric height was determined by differential leveling
 KL0053.and adjusted by the National Geodetic Survey in June 1991..
 KL0053
 KL0053.The geoid height was determined by GEOID03.
 KL0053
 KL0053.The dynamic height is computed by dividing the NAVD 88
 KL0053.geopotential number by the normal gravity value computed on the
 KL0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0053.degrees latitude (g = 980.6199 gals.).
 KL0053
 KL0053.The modeled gravity was interpolated from observed gravity values.
 KL0053
 KL0053;                    North         East    Units  Estimated Accuracy
 KL0053;SPC CO C     -   523,090.      857,350.      MT  (+/- 180 meters Scaled)
 KL0053
 KL0053                          SUPERSEDED SURVEY CONTROL
 KL0053
 KL0053  NGVD 29 (??/??/92) 2482.872  (m)         8145.89   (f) ADJ UNCH    2 0
 KL0053
 KL0053.Superseded values are not recommended for survey control.
 KL0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0053.See file dsdata.txt to determine how the superseded data were derived.
 KL0053
 KL0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE001059(NAD 83)
 KL0053_MARKER: DB = BENCH MARK DISK
 KL0053_SETTING: 80 = SET IN A BOULDER
 KL0053_SP_SET: BOULDER
 KL0053_STAMPING: A 298 1951
 KL0053_MARK LOGO: CGS   
 KL0053_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0053+STABILITY: SURFACE MOTION
 KL0053
 KL0053  HISTORY     - Date     Condition        Report By
 KL0053  HISTORY     - 1951     MONUMENTED       CGS
 KL0053  HISTORY     - 1977     GOOD             USGS
 KL0053  HISTORY     - 19930911 GOOD             CODOT
 KL0053
 KL0053                          STATION DESCRIPTION
 KL0053
 KL0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0053'15.1 MI NW FROM DILLON.
 KL0053'15.1 MILES NORTHWEST ALONG STATE HIGHWAY 9 FROM THE PUBLIC SCHOOL AT
 KL0053'DILLON, NORTHEAST OF AND AT THE FOOT OF A STEEP BARE HILL, 72 FEET
 KL0053'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 46 FEET SOUTHWEST OF A
 KL0053'FENCE, 1.0 MILE NORTHWEST OF THE SLATE CREEK GUARD STATION, SET IN THE
 KL0053'TOP OF A 4X6 FOOT GRANITE BOULDER WHICH PROJECTS 1.2 FEET ABOVE THE
 KL0053'GROUND.
 KL0053
 KL0053                          STATION RECOVERY (1977)
 KL0053
 KL0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 KL0053'SILVERTHORNE, 13.7 MILES NW OF TOWN HALL ALONG STATE HIGHWAY 9, ABOUT
 KL0053'1100 FEET NW OF BRIDGE ACROSS BLUE RIVER. ABOUT 600 FEET NW OF
 KL0053'JUNCTION OF A TRACK ROAD S. OPPOSITE E. END OF A CURVE. 85 FEET SW OF
 KL0053'C/L OF HIGHWAY. 62 FEET SW OF S. END OF CULVERT. 10 FEET SW OF ROW
 KL0053'FENCE AND METAL WITNESS POST. IN TOP OF SMALL BOULDER PROJECTING
 KL0053'ABOUT 0.5 FOOT. STANDARD US C AND GS BRONZE DISK STAMPED A 298 1951.
 KL0053
 KL0053                          STATION RECOVERY (1993)
 KL0053
 KL0053'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1993 (KW)
 KL0053'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0076 ***********************************************************************
 KL0076  DESIGNATION -  A 299
 KL0076  PID         -  KL0076
 KL0076  STATE/COUNTY-  CO/GRAND
 KL0076  USGS QUAD   -  KING CREEK (1987)
 KL0076
 KL0076                         *CURRENT SURVEY CONTROL
 KL0076  ___________________________________________________________________
 KL0076* NAD 83(1992)-  39 58 59.13446(N)    106 21 23.03042(W)     ADJUSTED  
 KL0076* NAVD 88     -      2289.231  (meters)    7510.59   (feet)  ADJUSTED  
 KL0076  ___________________________________________________________________
 KL0076  X           -  -1,378,672.848 (meters)                     COMP
 KL0076  Y           -  -4,697,524.016 (meters)                     COMP
 KL0076  Z           -   4,078,010.068 (meters)                     COMP
 KL0076  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 KL0076  ELLIP HEIGHT-        2276.43  (meters)          (12/03/02) GPS OBS
 KL0076  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 KL0076  DYNAMIC HT  -        2286.717 (meters)    7502.34  (feet)  COMP
 KL0076  MODELED GRAV-     979,446.3   (mgal)                       NAVD 88
 KL0076
 KL0076  HORZ ORDER  -  FIRST
 KL0076  VERT ORDER  -  SECOND    CLASS 0
 KL0076  ELLP ORDER  -  FOURTH    CLASS II
 KL0076
 KL0076.The horizontal coordinates were established by GPS observations
 KL0076.and adjusted by the National Geodetic Survey in June 1995..
 KL0076
 KL0076.The orthometric height was determined by differential leveling
 KL0076.and adjusted by the National Geodetic Survey in June 1991..
 KL0076
 KL0076.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KL0076
 KL0076.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0076
 KL0076.The ellipsoidal height was determined by GPS observations
 KL0076.and is referenced to NAD 83.
 KL0076
 KL0076.The geoid height was determined by GEOID03.
 KL0076
 KL0076.The dynamic height is computed by dividing the NAVD 88
 KL0076.geopotential number by the normal gravity value computed on the
 KL0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0076.degrees latitude (g = 980.6199 gals.).
 KL0076
 KL0076.The modeled gravity was interpolated from observed gravity values.
 KL0076
 KL0076;                    North         East     Units Scale Factor Converg.
 KL0076;SPC CO N     -   377,296.476   841,256.224   MT  0.99996770   -0 33 12.0
 KL0076;SPC CO N     - 1,237,846.86  2,760,021.46   sFT  0.99996770   -0 33 12.0
 KL0076;UTM  13      - 4,426,761.642   384,187.872   MT  0.99976512   -0 52 18.0
 KL0076
 KL0076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0076!SPC CO N     -   0.99964300  x   0.99996770  =   0.99961072
 KL0076!UTM  13      -   0.99964300  x   0.99976512  =   0.99940821
 KL0076
 KL0076                          SUPERSEDED SURVEY CONTROL
 KL0076
 KL0076  ELLIP H (06/21/95) 2276.42   (m)                       GP(       ) 4 1
 KL0076  NAVD 88 (06/21/95) 2289.23   (m)         7510.6    (f) LEVELING    3  
 KL0076  NGVD 29 (??/??/92) 2287.866  (m)         7506.11   (f) ADJ UNCH    2 0
 KL0076
 KL0076.Superseded values are not recommended for survey control.
 KL0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0076.See file dsdata.txt to determine how the superseded data were derived.
 KL0076
 KL0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCE8418826762(NAD 83)
 KL0076_MARKER: DD = SURVEY DISK
 KL0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0076_STAMPING: A 299 1951
 KL0076_MARK LOGO: CODH  
 KL0076_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0076+STABILITY: SURFACE MOTION
 KL0076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KL0076+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1993
 KL0076
 KL0076  HISTORY     - Date     Condition        Report By
 KL0076  HISTORY     - UNK      MONUMENTED       CODH
 KL0076  HISTORY     - 1951     GOOD             NGS
 KL0076  HISTORY     - 19930923 GOOD             CODOT
 KL0076
 KL0076                          STATION DESCRIPTION
 KL0076
 KL0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KL0076'6.55 MI SE FROM KREMMLING.
 KL0076'6.55 MILES SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 KL0076'KREMMLING, AT A JUNCTION WITH A GRAVELED ROAD LEADING SOUTH, 56 FEET
 KL0076'SOUTHEAST OF A POWER POLE, 50 FEET NORTHEAST OF THE CENTER LINE OF THE
 KL0076'HIGHWAY, 1.4 FEET NORTHWEST OF A WITNESS POST, 7 FEET ABOVE THE LEVEL
 KL0076'OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 KL0076'FOOT ABOVE THE GROUND.  NOTE-- THERE IS NO STAMPING ON THIS MARK. THIS
 KL0076'DESIGNATION WAS GIVEN IT BY THIS PARTY IN 1951 BUT WAS NOT STAMPED ON
 KL0076'THE DISK.
 KL0076
 KL0076                          STATION RECOVERY (1993)
 KL0076
 KL0076'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1993 (KAW)
 KL0076'THE STATION IS LOCATED APPORX. 6 MI (9.7 KM) SOUTH SOUTHEAST OF
 KL0076'KREMMLING IN THE NORTH CENTER OF SECTION 9, T 1 S, R 80 W, AT STATE
 KL0076'HIGHWAY 9 (SH 9) MILEPOST 132.6.  OWNERSHIP--COLORADO DEPARTMENT OF
 KL0076'TRANSPORTATION. TO REACH THE STATION FROM THE JCT. OF SH 9 AND US 40
 KL0076'IN KREMMLING, GO SOUTH ON SH 9 FOR 6.35 MI (10.22 KM) TO THE STATION
 KL0076'ON THE LEFT. FROM THE EAST JCT. OF SH 9 AND INTERSTATE 70 IN
 KL0076'SILVERTHORNE (I-70 EXIT 205), GO NORTH ON SH 9 FOR 31 MI (49.9 KM) TO
 KL0076'THE STATION ON THE RIGHT. THE STATION IS A 3 COLORADO DEPARTMENT OF
 KL0076'HIGHWAY (CDOH) RIGHT 0F WAY MARKER IN A CONCRETE POST WITH A PUNCH
 KL0076'MARK.  IT IS 66.5 FT (20.3 M) SOUTHEAST OF A POWER POLE, 19.9 FT (6.1
 KL0076'M) SOUTHWEST OF THE EAST RIGHT OF WAY FENCE OF SH 9, 50.0 FT (15.2 M)
 KL0076'NORTHEAST OF THE CENTERLINE OF SH 9, 0.65 FT (0.20 M) NORTHWEST OF A
 KL0076'FIBERGLASS WITNESS POST, AND 1.05 FT (0.32 M) NORTHWEST OF A METAL
 KL0076'FENCE POST.  IT IS 7 FT (2.1 M) ABOVE THE HIGHWAY AND ACROSS SH 9 FROM
 KL0076'A GRAVEL ROAD LEADING TO THE BLUE VALLEY RANCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0082 ***********************************************************************
 LK0082  DESIGNATION -  A 30
 LK0082  PID         -  LK0082
 LK0082  STATE/COUNTY-  CO/YUMA
 LK0082  USGS QUAD   -  LAIRD (1984)
 LK0082
 LK0082                         *CURRENT SURVEY CONTROL
 LK0082  ___________________________________________________________________
 LK0082* NAD 83(1986)-  40 04 21.     (N)    102 04 15.     (W)     SCALED    
 LK0082* NAVD 88     -      1028.497  (meters)    3374.33   (feet)  ADJUSTED  
 LK0082  ___________________________________________________________________
 LK0082  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 LK0082  DYNAMIC HT  -        1027.724 (meters)    3371.79  (feet)  COMP
 LK0082  MODELED GRAV-     979,839.3   (mgal)                       NAVD 88
 LK0082
 LK0082  VERT ORDER  -  FIRST     CLASS II
 LK0082
 LK0082.The horizontal coordinates were scaled from a topographic map and have
 LK0082.an estimated accuracy of +/- 6 seconds.
 LK0082
 LK0082.The orthometric height was determined by differential leveling
 LK0082.and adjusted by the National Geodetic Survey in June 1991..
 LK0082
 LK0082.The geoid height was determined by GEOID03.
 LK0082
 LK0082.The dynamic height is computed by dividing the NAVD 88
 LK0082.geopotential number by the normal gravity value computed on the
 LK0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0082.degrees latitude (g = 980.6199 gals.).
 LK0082
 LK0082.The modeled gravity was interpolated from observed gravity values.
 LK0082
 LK0082;                    North         East    Units  Estimated Accuracy
 LK0082;SPC CO N     -   392,530.    1,206,840.      MT  (+/- 180 meters Scaled)
 LK0082
 LK0082                          SUPERSEDED SURVEY CONTROL
 LK0082
 LK0082  NGVD 29 (??/??/92) 1028.029  (m)         3372.79   (f) ADJ UNCH    1 2
 LK0082
 LK0082.Superseded values are not recommended for survey control.
 LK0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0082.See file dsdata.txt to determine how the superseded data were derived.
 LK0082
 LK0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE497399(NAD 83)
 LK0082_MARKER: DB = BENCH MARK DISK
 LK0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0082_STAMPING: 3372.792 A 30 1933
 LK0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0082+STABILITY: SURFACE MOTION
 LK0082
 LK0082  HISTORY     - Date     Condition        Report By
 LK0082  HISTORY     - 1933     MONUMENTED       CGS
 LK0082  HISTORY     - 1934     GOOD             NGS
 LK0082
 LK0082                          STATION DESCRIPTION
 LK0082
 LK0082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LK0082'1.8 MI E FROM LAIRD.
 LK0082'1.8 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LK0082'FROM LAIRD, YUMA COUNTY, 1.1 MILES WEST OF THE NEBRASKA COLORADO
 LK0082'STATE LINE, 9 POLES WEST OF MILEPOST 369, AT A FARM-ROAD CROSSING,
 LK0082'47 FEET EAST OF THE CENTERLINE OF THE ROAD, 43 FEET NORTH OF THE
 LK0082'CENTERLINE OF U.S. HIGHWAY 34, AND 42 FEET SOUTH OF THE SOUTH RAIL.
 LK0082'A STANDARD DISK, STAMPED A 30 1933 AND SET IN THE TOP OF A CONCRETE
 LK0082'POST PROJECTING 6 INCHES ABOVE GROUND.  NOW STAMPED 3372.792 A 30
 LK0082'1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1104 ***********************************************************************
 KK1104  DESIGNATION -  A 300
 KK1104  PID         -  KK1104
 KK1104  STATE/COUNTY-  CO/SUMMIT
 KK1104  USGS QUAD   -  KEYSTONE (1987)
 KK1104
 KK1104                         *CURRENT SURVEY CONTROL
 KK1104  ___________________________________________________________________
 KK1104* NAD 83(1986)-  39 36 34.     (N)    105 56 43.     (W)     SCALED    
 KK1104* NAVD 88     -      2849.456  (meters)    9348.59   (feet)  ADJUSTED  
 KK1104  ___________________________________________________________________
 KK1104  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 KK1104  DYNAMIC HT  -        2845.877 (meters)    9336.85  (feet)  COMP
 KK1104  MODELED GRAV-     979,267.3   (mgal)                       NAVD 88
 KK1104
 KK1104  VERT ORDER  -  SECOND    CLASS 0
 KK1104
 KK1104.The horizontal coordinates were scaled from a topographic map and have
 KK1104.an estimated accuracy of +/- 6 seconds.
 KK1104
 KK1104.The orthometric height was determined by differential leveling
 KK1104.and adjusted by the National Geodetic Survey in June 1991..
 KK1104
 KK1104.The geoid height was determined by GEOID03.
 KK1104
 KK1104.The dynamic height is computed by dividing the NAVD 88
 KK1104.geopotential number by the normal gravity value computed on the
 KK1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1104.degrees latitude (g = 980.6199 gals.).
 KK1104
 KK1104.The modeled gravity was interpolated from observed gravity values.
 KK1104
 KK1104;                    North         East    Units  Estimated Accuracy
 KK1104;SPC CO C     -   502,060.      876,160.      MT  (+/- 180 meters Scaled)
 KK1104
 KK1104                          SUPERSEDED SURVEY CONTROL
 KK1104
 KK1104  NGVD 29 (??/??/92) 2847.778  (m)         9343.08   (f) ADJ UNCH    2 0
 KK1104
 KK1104.Superseded values are not recommended for survey control.
 KK1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1104.See file dsdata.txt to determine how the superseded data were derived.
 KK1104
 KK1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD188848(NAD 83)
 KK1104_MARKER: DD = SURVEY DISK
 KK1104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK1104_SP_SET: CULVERT
 KK1104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1104
 KK1104  HISTORY     - Date     Condition        Report By
 KK1104  HISTORY     - UNK      MONUMENTED       BOR
 KK1104  HISTORY     - 1951     GOOD             NGS
 KK1104  HISTORY     - 20050922 MARK NOT FOUND   USPSQD
 KK1104
 KK1104                          STATION DESCRIPTION
 KK1104
 KK1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK1104'6.6 MI E FROM DILLON.
 KK1104'6.6 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE PUBLIC SCHOOL AT
 KK1104'DILLON, AT A JUNCTION WITH STATE HIGHWAY 294, 49 FEET SOUTH OF
 KK1104'THE CENTER LINE OF U.S. HIGHWAY 6, 21 FEET EAST OF THE CENTER
 KK1104'LINE OF STATE HIGHWAY 294, SET IN THE TOP OF THE SOUTH END OF THE
 KK1104'EAST HEADWALL OF A 3X7 FOOT CONCRETE CULVERT.
 KK1104
 KK1104                          STATION RECOVERY (2005)
 KK1104
 KK1104'RECOVERY NOTE BY US POWER SQUADRON 2005 (EDS)
 KK1104'HIGHWAY ROUTE 6 HAS BEEN REALIGNED AND WIDENED IN THIS AREA.  USING A
 KK1104'WAAS AUGMENTED GPS TO LOCATE THE EXACT SPOT FOR THIS MARK, NO CONCRETE
 KK1104'CULVERT NOR A MARK WERE FOUND.  THE AREA IS GRASSY OPEN SPACE BETWEEN
 KK1104'THE HIGHWAY AND THE SERVICE ROAD AND THE KEYSTONE PARKING AREA.  NO
 KK1104'SIGN OF THE SURVEY DISK WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1135 ***********************************************************************
 KK1135  DESIGNATION -  A 301 RESET
 KK1135  PID         -  KK1135
 KK1135  STATE/COUNTY-  CO/SUMMIT
 KK1135  USGS QUAD   -  GRAYS PEAK (1987)
 KK1135
 KK1135                         *CURRENT SURVEY CONTROL
 KK1135  ___________________________________________________________________
 KK1135* NAD 83(1986)-  39 41 43.     (N)    105 47 23.     (W)     SCALED    
 KK1135* NAVD 88     -      2942.08   (meters)    9652.5    (feet)  RESET     
 KK1135  ___________________________________________________________________
 KK1135  GEOID HEIGHT-         -12.26  (meters)                     GEOID03
 KK1135
 KK1135  VERT ORDER  -  THIRD
 KK1135
 KK1135.The horizontal coordinates were scaled from a topographic map and have
 KK1135.an estimated accuracy of +/- 6 seconds.
 KK1135
 KK1135.The orthometric height was computed from unverified reset data.
 KK1135
 KK1135.The geoid height was determined by GEOID03.
 KK1135
 KK1135;                    North         East    Units  Estimated Accuracy
 KK1135;SPC CO C     -   511,540.      889,550.      MT  (+/- 180 meters Scaled)
 KK1135
 KK1135                          SUPERSEDED SURVEY CONTROL
 KK1135
 KK1135.No superseded survey control is available for this station.
 KK1135
 KK1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD322942(NAD 83)
 KK1135_MARKER: DB = BENCH MARK DISK
 KK1135_SETTING: 80 = SET IN A BOULDER
 KK1135_STAMPING: A 301 RESET 1969
 KK1135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1135+STABILITY: SURFACE MOTION
 KK1135
 KK1135  HISTORY     - Date     Condition        Report By
 KK1135  HISTORY     - 1969     MONUMENTED       CODH
 KK1135  HISTORY     - 1969     GOOD             NGS
 KK1135
 KK1135                          STATION DESCRIPTION
 KK1135
 KK1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KK1135'25.2 MI E FROM DILLON.
 KK1135'25.25 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE PUBLIC SCHOOL AT
 KK1135'DILLON, SET IN THE TOP OF A LARGE BOULDER PROJECTING ABOUT 2
 KK1135'FEET ABOVE THE GROUND, LOCATED IN A DRAW ABOUT 175 FEET NORTH OF
 KK1135'INTERSTATE HIGHWAY 70.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0126 ***********************************************************************
 KL0126  DESIGNATION -  A 302
 KL0126  PID         -  KL0126
 KL0126  STATE/COUNTY-  CO/PARK
 KL0126  USGS QUAD   -  ALMA (1970)
 KL0126
 KL0126                         *CURRENT SURVEY CONTROL
 KL0126  ___________________________________________________________________
 KL0126* NAD 83(1986)-  39 21 12.     (N)    106 03 25.     (W)     SCALED    
 KL0126* NAVD 88     -      3452.227  (meters)   11326.18   (feet)  ADJUSTED  
 KL0126  ___________________________________________________________________
 KL0126  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 KL0126  DYNAMIC HT  -        3447.392 (meters)   11310.32  (feet)  COMP
 KL0126  MODELED GRAV-     979,100.3   (mgal)                       NAVD 88
 KL0126
 KL0126  VERT ORDER  -  FIRST     CLASS II
 KL0126
 KL0126.The horizontal coordinates were scaled from a topographic map and have
 KL0126.an estimated accuracy of +/- 6 seconds.
 KL0126
 KL0126.The orthometric height was determined by differential leveling
 KL0126.and adjusted by the National Geodetic Survey in June 1991..
 KL0126
 KL0126.The geoid height was determined by GEOID03.
 KL0126
 KL0126.The dynamic height is computed by dividing the NAVD 88
 KL0126.geopotential number by the normal gravity value computed on the
 KL0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0126.degrees latitude (g = 980.6199 gals.).
 KL0126
 KL0126.The modeled gravity was interpolated from observed gravity values.
 KL0126
 KL0126;                    North         East    Units  Estimated Accuracy
 KL0126;SPC CO C     -   473,680.      866,400.      MT  (+/- 180 meters Scaled)
 KL0126
 KL0126                          SUPERSEDED SURVEY CONTROL
 KL0126
 KL0126  NGVD 29 (??/??/92) 3450.221  (m)        11319.60   (f) ADJ UNCH    1 2
 KL0126
 KL0126.Superseded values are not recommended for survey control.
 KL0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0126.See file dsdata.txt to determine how the superseded data were derived.
 KL0126
 KL0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD089565(NAD 83)
 KL0126_MARKER: DB = BENCH MARK DISK
 KL0126_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KL0126_SP_SET: CULVERT
 KL0126_STAMPING: A 302 1951
 KL0126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0126
 KL0126  HISTORY     - Date     Condition        Report By
 KL0126  HISTORY     - 1951     MONUMENTED       CGS
 KL0126  HISTORY     - 1959     GOOD             NGS
 KL0126
 KL0126                          STATION DESCRIPTION
 KL0126
 KL0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0126'5.0 MI N FROM ALMA.
 KL0126'5.0 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT ALMA,
 KL0126'0.2 MILE SOUTHEAST OF A STATE HIGHWAY DEPARTMENT MAINTENANCE BUILDING,
 KL0126'50 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.65 MILE
 KL0126'SOUTHEAST OF THE TOP OF HOOSIER PASS, SET IN THE TOP OF THE CENTER OF
 KL0126'THE NORTHEAST HEADWALL OF A 3X7 FOOT CONCRETE CULVERT.
 KL0126
 KL0126                          STATION RECOVERY (1959)
 KL0126
 KL0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KL0126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0873 ***********************************************************************
 KK0873  DESIGNATION -  A 303
 KK0873  PID         -  KK0873
 KK0873  STATE/COUNTY-  CO/PARK
 KK0873  USGS QUAD   -  COMO (1994)
 KK0873
 KK0873                         *CURRENT SURVEY CONTROL
 KK0873  ___________________________________________________________________
 KK0873* NAD 83(1986)-  39 17 04.     (N)    105 54 48.     (W)     SCALED    
 KK0873* NAVD 88     -      2974.850  (meters)    9759.99   (feet)  ADJUSTED  
 KK0873  ___________________________________________________________________
 KK0873  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 KK0873  DYNAMIC HT  -        2970.999 (meters)    9747.35  (feet)  COMP
 KK0873  MODELED GRAV-     979,224.4   (mgal)                       NAVD 88
 KK0873
 KK0873  VERT ORDER  -  FIRST     CLASS II
 KK0873
 KK0873.The horizontal coordinates were scaled from a topographic map and have
 KK0873.an estimated accuracy of +/- 6 seconds.
 KK0873
 KK0873.The orthometric height was determined by differential leveling
 KK0873.and adjusted by the National Geodetic Survey in June 1991..
 KK0873
 KK0873.The geoid height was determined by GEOID03.
 KK0873
 KK0873.The dynamic height is computed by dividing the NAVD 88
 KK0873.geopotential number by the normal gravity value computed on the
 KK0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0873.degrees latitude (g = 980.6199 gals.).
 KK0873
 KK0873.The modeled gravity was interpolated from observed gravity values.
 KK0873
 KK0873;                    North         East    Units  Estimated Accuracy
 KK0873;SPC CO C     -   465,970.      878,740.      MT  (+/- 180 meters Scaled)
 KK0873
 KK0873                          SUPERSEDED SURVEY CONTROL
 KK0873
 KK0873  NGVD 29 (??/??/92) 2973.156  (m)         9754.43   (f) ADJ UNCH    1 2
 KK0873
 KK0873.Superseded values are not recommended for survey control.
 KK0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0873.See file dsdata.txt to determine how the superseded data were derived.
 KK0873
 KK0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD212487(NAD 83)
 KK0873_MARKER: DB = BENCH MARK DISK
 KK0873_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0873_SP_SET: CULVERT
 KK0873_STAMPING: A 303 1951
 KK0873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0873
 KK0873  HISTORY     - Date     Condition        Report By
 KK0873  HISTORY     - 1951     MONUMENTED       CGS
 KK0873  HISTORY     - 1959     GOOD             DOD
 KK0873
 KK0873                          STATION DESCRIPTION
 KK0873
 KK0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0873'3 MI SW FROM COMO.
 KK0873'0.55 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE ABANDONED
 KK0873'COLORADO AND SOUTHERN RAILROAD STATION AT COMO, THENCE 2.45 MILES
 KK0873'SOUTHWEST ALONG U.S. HIGHWAY 285, ON THE NORTH SLOPE OF A LONG
 KK0873'HILL, 29 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 KK0873'TOP OF THE SOUTH END OF THE WEST HEADWALL OF A 4X7 FOOT CONCRETE
 KK0873'CULVERT.  NOTE-- 120 FT. TO THE INTERSECTION OF THE CENTERLINES
 KK0873'OF THE HIGHWAY AND THE DIRT ROAD LEADING WEST AND 0.8 FT. HIGHER.
 KK0873
 KK0873                          STATION RECOVERY (1959)
 KK0873
 KK0873'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KK0873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1056 ***********************************************************************
 KK1056  DESIGNATION -  A 304
 KK1056  PID         -  KK1056
 KK1056  STATE/COUNTY-  CO/CLEAR CREEK
 KK1056  USGS QUAD   -  GEORGETOWN (1974)
 KK1056
 KK1056                         *CURRENT SURVEY CONTROL
 KK1056  ___________________________________________________________________
 KK1056* NAD 83(1986)-  39 42 10.     (N)    105 41 44.     (W)     SCALED    
 KK1056* NAVD 88     -      2670.802  (meters)    8762.46   (feet)  ADJUSTED  
 KK1056  ___________________________________________________________________
 KK1056  GEOID HEIGHT-         -12.37  (meters)                     GEOID03
 KK1056  DYNAMIC HT  -        2667.622 (meters)    8752.02  (feet)  COMP
 KK1056  MODELED GRAV-     979,338.8   (mgal)                       NAVD 88
 KK1056
 KK1056  VERT ORDER  -  FIRST     CLASS II
 KK1056
 KK1056.The horizontal coordinates were scaled from a topographic map and have
 KK1056.an estimated accuracy of +/- 6 seconds.
 KK1056
 KK1056.The orthometric height was determined by differential leveling
 KK1056.and adjusted by the National Geodetic Survey in June 1991..
 KK1056
 KK1056.The geoid height was determined by GEOID03.
 KK1056
 KK1056.The dynamic height is computed by dividing the NAVD 88
 KK1056.geopotential number by the normal gravity value computed on the
 KK1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1056.degrees latitude (g = 980.6199 gals.).
 KK1056
 KK1056.The modeled gravity was interpolated from observed gravity values.
 KK1056
 KK1056;                    North         East    Units  Estimated Accuracy
 KK1056;SPC CO C     -   512,350.      897,630.      MT  (+/- 180 meters Scaled)
 KK1056
 KK1056                          SUPERSEDED SURVEY CONTROL
 KK1056
 KK1056  NGVD 29 (??/??/92) 2669.287  (m)         8757.49   (f) ADJ UNCH    1 2
 KK1056
 KK1056.Superseded values are not recommended for survey control.
 KK1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1056.See file dsdata.txt to determine how the superseded data were derived.
 KK1056
 KK1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD403950(NAD 83)
 KK1056_MARKER: DB = BENCH MARK DISK
 KK1056_SETTING: 66 = SET IN ROCK OUTCROP
 KK1056_SP_SET: OUTCROP
 KK1056_STAMPING: A 304 1951
 KK1056_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1056+STABILITY: POSITION/ELEVATION WELL
 KK1056
 KK1056  HISTORY     - Date     Condition        Report By
 KK1056  HISTORY     - 1951     MONUMENTED       CGS
 KK1056  HISTORY     - 1954     GOOD             NGS
 KK1056
 KK1056                          STATION DESCRIPTION
 KK1056
 KK1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1056'0.7 MI S FROM GEORGETOWN.
 KK1056'0.7 MILE SOUTH ALONG A WINDING GRAVELED ROAD FROM THE POST OFFICE
 KK1056'AT GEORGETOWN, 48 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 KK1056'12 FEET SOUTHWEST OF  THE EDGE OF A CLIFF, FLUSH WITH THE GROUND,
 KK1056'SET IN THE TOP OF A SMALL GRANITE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1091 ***********************************************************************
 KK1091  DESIGNATION -  A 305
 KK1091  PID         -  KK1091
 KK1091  STATE/COUNTY-  CO/PARK
 KK1091  USGS QUAD   -  MT EVANS (1974)
 KK1091
 KK1091                         *CURRENT SURVEY CONTROL
 KK1091  ___________________________________________________________________
 KK1091* NAD 83(1986)-  39 33 37.     (N)    105 43 14.     (W)     SCALED    
 KK1091* NAVD 88     -      3195.209  (meters)   10482.95   (feet)  ADJUSTED  
 KK1091  ___________________________________________________________________
 KK1091  GEOID HEIGHT-         -12.31  (meters)                     GEOID03
 KK1091  DYNAMIC HT  -        3191.081 (meters)   10469.40  (feet)  COMP
 KK1091  MODELED GRAV-     979,217.5   (mgal)                       NAVD 88
 KK1091
 KK1091  VERT ORDER  -  FIRST     CLASS II
 KK1091
 KK1091.The horizontal coordinates were scaled from a topographic map and have
 KK1091.an estimated accuracy of +/- 6 seconds.
 KK1091
 KK1091.The orthometric height was determined by differential leveling
 KK1091.and adjusted by the National Geodetic Survey in June 1991..
 KK1091
 KK1091.The geoid height was determined by GEOID03.
 KK1091
 KK1091.The dynamic height is computed by dividing the NAVD 88
 KK1091.geopotential number by the normal gravity value computed on the
 KK1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1091.degrees latitude (g = 980.6199 gals.).
 KK1091
 KK1091.The modeled gravity was interpolated from observed gravity values.
 KK1091
 KK1091;                    North         East    Units  Estimated Accuracy
 KK1091;SPC CO C     -   496,530.      895,450.      MT  (+/- 180 meters Scaled)
 KK1091
 KK1091                          SUPERSEDED SURVEY CONTROL
 KK1091
 KK1091  NGVD 29 (??/??/92) 3193.492  (m)        10477.32   (f) ADJ UNCH    1 2
 KK1091
 KK1091.Superseded values are not recommended for survey control.
 KK1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1091.See file dsdata.txt to determine how the superseded data were derived.
 KK1091
 KK1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD381792(NAD 83)
 KK1091_MARKER: DB = BENCH MARK DISK
 KK1091_SETTING: 80 = SET IN A BOULDER
 KK1091_STAMPING: A 305 1951
 KK1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1091+STABILITY: SURFACE MOTION
 KK1091
 KK1091  HISTORY     - Date     Condition        Report By
 KK1091  HISTORY     - 1951     MONUMENTED       CGS
 KK1091  HISTORY     - 1954     GOOD             NGS
 KK1091
 KK1091                          STATION DESCRIPTION
 KK1091
 KK1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1091'9.8 MI NW FROM GRANT.
 KK1091'9.8 MILES NORTHWEST ALONG A WINDING ROCKY ROAD FROM THE PLATTE
 KK1091'RIVER INN AT GRANT, 35 FEET EAST OF THE CENTER LINE OF THE ROAD,
 KK1091'8 FEET NORTHEAST OF AN 8X16 FOOT BOULDER, 1.7 FEET ABOVE THE
 KK1091'GROUND, 10 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A
 KK1091'4X5 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0921 ***********************************************************************
 KK0921  DESIGNATION -  A 306
 KK0921  PID         -  KK0921
 KK0921  STATE/COUNTY-  CO/PARK
 KK0921  USGS QUAD   -  MOUNT LOGAN (1994)
 KK0921
 KK0921                         *CURRENT SURVEY CONTROL
 KK0921  ___________________________________________________________________
 KK0921* NAD 83(1986)-  39 28 08.     (N)    105 40 28.     (W)     SCALED    
 KK0921* NAVD 88     -      2655.425  (meters)    8712.01   (feet)  ADJUSTED  
 KK0921  ___________________________________________________________________
 KK0921  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 KK0921  DYNAMIC HT  -        2652.268 (meters)    8701.65  (feet)  COMP
 KK0921  MODELED GRAV-     979,341.4   (mgal)                       NAVD 88
 KK0921
 KK0921  VERT ORDER  -  FIRST     CLASS II
 KK0921
 KK0921.The horizontal coordinates were scaled from a topographic map and have
 KK0921.an estimated accuracy of +/- 6 seconds.
 KK0921
 KK0921.The orthometric height was determined by differential leveling
 KK0921.and adjusted by the National Geodetic Survey in June 1991..
 KK0921
 KK0921.The geoid height was determined by GEOID03.
 KK0921
 KK0921.The dynamic height is computed by dividing the NAVD 88
 KK0921.geopotential number by the normal gravity value computed on the
 KK0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0921.degrees latitude (g = 980.6199 gals.).
 KK0921
 KK0921.The modeled gravity was interpolated from observed gravity values.
 KK0921
 KK0921;                    North         East    Units  Estimated Accuracy
 KK0921;SPC CO C     -   486,380.      899,390.      MT  (+/- 180 meters Scaled)
 KK0921
 KK0921                          SUPERSEDED SURVEY CONTROL
 KK0921
 KK0921  NGVD 29 (??/??/92) 2653.979  (m)         8707.26   (f) ADJ UNCH    1 2
 KK0921
 KK0921.Superseded values are not recommended for survey control.
 KK0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0921.See file dsdata.txt to determine how the superseded data were derived.
 KK0921
 KK0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD419690(NAD 83)
 KK0921_MARKER: DB = BENCH MARK DISK
 KK0921_SETTING: 80 = SET IN A BOULDER
 KK0921_STAMPING: A 306 1951
 KK0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0921+STABILITY: SURFACE MOTION
 KK0921
 KK0921  HISTORY     - Date     Condition        Report By
 KK0921  HISTORY     - 1951     MONUMENTED       CGS
 KK0921  HISTORY     - 1954     GOOD             NGS
 KK0921
 KK0921                          STATION DESCRIPTION
 KK0921
 KK0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0921'1 MI NW FROM GRANT.
 KK0921'1.0 MILE NORTHWEST ALONG A WINDING ROCKY ROAD FROM THE PLATTE
 KK0921'RIVER INN AT GRANT, ON THE SOUTHWEST SLOPE OF A ROCKY HILL, 62 YARDS
 KK0921'SOUTHWEST OF A POWER POLE, 57 FEET EAST OF THE CENTER LINE OF THE
 KK0921'ROAD, 17 FEET NORTHWEST OF A LONE SPRUCE TREE, 18 FEET ABOVE THE
 KK0921'LEVEL OF THE ROAD, 2 FEET ABOVE THE GROUND, SET IN THE TOP OF A
 KK0921'2X3 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0575 ***********************************************************************
 KK0575  DESIGNATION -  A 307
 KK0575  PID         -  KK0575
 KK0575  STATE/COUNTY-  CO/DOUGLAS
 KK0575  USGS QUAD   -  LITTLETON (1994)
 KK0575
 KK0575                         *CURRENT SURVEY CONTROL
 KK0575  ___________________________________________________________________
 KK0575* NAD 83(1986)-  39 30 26.     (N)    105 04 25.     (W)     SCALED    
 KK0575* NAVD 88     -      1688.612  (meters)    5540.05   (feet)  ADJUSTED  
 KK0575  ___________________________________________________________________
 KK0575  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 KK0575  DYNAMIC HT  -        1686.922 (meters)    5534.51  (feet)  COMP
 KK0575  MODELED GRAV-     979,566.9   (mgal)                       NAVD 88
 KK0575
 KK0575  VERT ORDER  -  FIRST     CLASS II
 KK0575
 KK0575.The horizontal coordinates were scaled from a topographic map and have
 KK0575.an estimated accuracy of +/- 6 seconds.
 KK0575
 KK0575.The orthometric height was determined by differential leveling
 KK0575.and adjusted by the National Geodetic Survey in June 1991..
 KK0575
 KK0575.The geoid height was determined by GEOID03.
 KK0575
 KK0575.The dynamic height is computed by dividing the NAVD 88
 KK0575.geopotential number by the normal gravity value computed on the
 KK0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0575.degrees latitude (g = 980.6199 gals.).
 KK0575
 KK0575.The modeled gravity was interpolated from observed gravity values.
 KK0575
 KK0575;                    North         East    Units  Estimated Accuracy
 KK0575;SPC CO C     -   490,700.      951,070.      MT  (+/- 180 meters Scaled)
 KK0575
 KK0575                          SUPERSEDED SURVEY CONTROL
 KK0575
 KK0575  NGVD 29 (??/??/??) 1687.676  (m)         5536.98   (f) ADJUSTED    1 2
 KK0575
 KK0575.Superseded values are not recommended for survey control.
 KK0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0575.See file dsdata.txt to determine how the superseded data were derived.
 KK0575
 KK0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD936730(NAD 83)
 KK0575_MARKER: DB = BENCH MARK DISK
 KK0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0575_STAMPING: A 307 1951
 KK0575_MARK LOGO: CGS   
 KK0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0575+STABILITY: SURFACE MOTION
 KK0575
 KK0575  HISTORY     - Date     Condition        Report By
 KK0575  HISTORY     - 1951     MONUMENTED       CGS
 KK0575  HISTORY     - 1955     GOOD             NGS
 KK0575  HISTORY     - 1982     GOOD             NGS
 KK0575  HISTORY     - 1984     GOOD             NGS
 KK0575
 KK0575                          STATION DESCRIPTION
 KK0575
 KK0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0575'2.8 MI NE FROM KASSLER.
 KK0575'0.45 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE MAIN OFFICE
 KK0575'OF THE KASSLER FILTER PLANT AT KASSLER, THENCE 0.9 MILE EAST
 KK0575'ALONG A GRAVELED ROAD, THENCE 1.4 MILES NORTH ALONG A GRAVELED ROAD,
 KK0575'AT A CURVE IN THE ROAD, 20 FEET WEST OF THE CENTER LINE OF THE
 KK0575'GRAVELED ROAD, 4.5 FEET SOUTH OF A POWER POLE, 2.4 FEET NORTH OF
 KK0575'A WITNESS POST, 1.6 FEET EAST OF A FENCE, SET IN THE TOP OF A
 KK0575'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 KK0575
 KK0575                          STATION RECOVERY (1955)
 KK0575
 KK0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0575'RECOVERED IN GOOD CONDITION.
 KK0575
 KK0575                          STATION RECOVERY (1982)
 KK0575
 KK0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0575'A WITNESS POST WAS ADDED AT THIS TIME. THE MARK IS LOCATED 24.7 M (81
 KK0575'FT) NORTHWEST OF THE NORTHWEST CORNER OF THE LVRS FIRE STATION NUMBER
 KK0575'2 AND 1.8 M (6 FT) SOUTH OF TELEPHONE POLE 1AA-1. THE ROAD GOING TO
 KK0575'THE STATION FROM THE EAST IS NOW PAVED AND CALLED TITAN ROAD.
 KK0575
 KK0575                          STATION RECOVERY (1984)
 KK0575
 KK0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK0575'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.1 KM
 KK0575'(3.15 MI) WESTERLY ALONG COUNTY ROAD 7 (TITAN ROAD) FROM ITS JUNCTION
 KK0575'WITH U.S. HIGHWAY 85 IN ACEQUIA.  CHANGE 20 FEET WEST OF THE
 KK0575'CENTERLINE OF THE GRAVELED ROAD TO 47.2 METERS (154.9 FT) WEST OF THE
 KK0575'CENTERLINE OF THE ROAD.  ADD=6.1 METERS (20.0 FT) SOUTH OF THE CENTER
 KK0575'OF A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0390 ***********************************************************************
 LL0390  DESIGNATION -  A 308
 LL0390  PID         -  LL0390
 LL0390  STATE/COUNTY-  CO/WELD
 LL0390  USGS QUAD   -  CARR WEST (1975)
 LL0390
 LL0390                         *CURRENT SURVEY CONTROL
 LL0390  ___________________________________________________________________
 LL0390* NAD 83(1986)-  40 53 57.     (N)    104 53 33.     (W)     SCALED    
 LL0390* NAVD 88     -      1754.538  (meters)    5756.35   (feet)  ADJUSTED  
 LL0390  ___________________________________________________________________
 LL0390  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 LL0390  DYNAMIC HT  -        1753.025 (meters)    5751.38  (feet)  COMP
 LL0390  MODELED GRAV-     979,699.6   (mgal)                       NAVD 88
 LL0390
 LL0390  VERT ORDER  -  SECOND    CLASS 0
 LL0390
 LL0390.The horizontal coordinates were scaled from a topographic map and have
 LL0390.an estimated accuracy of +/- 6 seconds.
 LL0390
 LL0390.The orthometric height was determined by differential leveling
 LL0390.and adjusted by the National Geodetic Survey in June 1991..
 LL0390
 LL0390.The geoid height was determined by GEOID03.
 LL0390
 LL0390.The dynamic height is computed by dividing the NAVD 88
 LL0390.geopotential number by the normal gravity value computed on the
 LL0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0390.degrees latitude (g = 980.6199 gals.).
 LL0390
 LL0390.The modeled gravity was interpolated from observed gravity values.
 LL0390
 LL0390;                    North         East    Units  Estimated Accuracy
 LL0390;SPC CO N     -   478,840.      965,590.      MT  (+/- 180 meters Scaled)
 LL0390
 LL0390                          SUPERSEDED SURVEY CONTROL
 LL0390
 LL0390  NGVD 29 (??/??/92) 1753.543  (m)         5753.08   (f) ADJ UNCH    2 0
 LL0390
 LL0390.Superseded values are not recommended for survey control.
 LL0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0390.See file dsdata.txt to determine how the superseded data were derived.
 LL0390
 LL0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF090275(NAD 83)
 LL0390_MARKER: DB = BENCH MARK DISK
 LL0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0390_STAMPING: A 308 1952
 LL0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0390+STABILITY: SURFACE MOTION
 LL0390
 LL0390  HISTORY     - Date     Condition        Report By
 LL0390  HISTORY     - 1952     MONUMENTED       CGS
 LL0390
 LL0390                          STATION DESCRIPTION
 LL0390
 LL0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0390'1 MI W FROM CARR.
 LL0390'1.0 MILE WEST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 LL0390'RAILROAD STATION AT CARR, 0.3 MILE EAST OF A FARMHOUSE, 37 FEET
 LL0390'SOUTH OF THE CENTER LINE OF A GRAVELED ROAD, 12.6 FEET NORTH OF A
 LL0390'POWER POLE, 1 FOOT NORTH OF A FENCE, 1.4 FEET EAST OF A WITNESS
 LL0390'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 LL0390'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0064 ***********************************************************************
 LL0064  DESIGNATION -  A 310
 LL0064  PID         -  LL0064
 LL0064  STATE/COUNTY-  CO/WELD
 LL0064  USGS QUAD   -  RENO RESERVOIR (1972)
 LL0064
 LL0064                         *CURRENT SURVEY CONTROL
 LL0064  ___________________________________________________________________
 LL0064* NAD 83(1986)-  40 51 25.     (N)    104 24 38.     (W)     SCALED    
 LL0064* NAVD 88     -      1601.223  (meters)    5253.35   (feet)  ADJUSTED  
 LL0064  ___________________________________________________________________
 LL0064  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 LL0064  DYNAMIC HT  -        1599.896 (meters)    5248.99  (feet)  COMP
 LL0064  MODELED GRAV-     979,739.2   (mgal)                       NAVD 88
 LL0064
 LL0064  VERT ORDER  -  SECOND    CLASS 0
 LL0064
 LL0064.The horizontal coordinates were scaled from a topographic map and have
 LL0064.an estimated accuracy of +/- 6 seconds.
 LL0064
 LL0064.The orthometric height was determined by differential leveling
 LL0064.and adjusted by the National Geodetic Survey in June 1991..
 LL0064
 LL0064.The geoid height was determined by GEOID03.
 LL0064
 LL0064.The dynamic height is computed by dividing the NAVD 88
 LL0064.geopotential number by the normal gravity value computed on the
 LL0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0064.degrees latitude (g = 980.6199 gals.).
 LL0064
 LL0064.The modeled gravity was interpolated from observed gravity values.
 LL0064
 LL0064;                    North         East    Units  Estimated Accuracy
 LL0064;SPC CO N     -   474,540.    1,006,260.      MT  (+/- 180 meters Scaled)
 LL0064
 LL0064                          SUPERSEDED SURVEY CONTROL
 LL0064
 LL0064  NGVD 29 (??/??/92) 1600.343  (m)         5250.46   (f) ADJ UNCH    2 0
 LL0064
 LL0064.Superseded values are not recommended for survey control.
 LL0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0064.See file dsdata.txt to determine how the superseded data were derived.
 LL0064
 LL0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF496230(NAD 83)
 LL0064_MARKER: DB = BENCH MARK DISK
 LL0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0064_STAMPING: A 310 1952
 LL0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0064+STABILITY: SURFACE MOTION
 LL0064
 LL0064  HISTORY     - Date     Condition        Report By
 LL0064  HISTORY     - 1952     MONUMENTED       CGS
 LL0064
 LL0064                          STATION DESCRIPTION
 LL0064
 LL0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0064'11.2 MI SW FROM GROVER.
 LL0064'0.3 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LL0064'RAILROAD FROM THE STATION AT GROVER, THENCE 5.9 MILES WEST
 LL0064'ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED
 LL0064'ROAD, THENCE 4.0 MILES WEST ALONG A GRAVELED ROAD, 106 FEET
 LL0064'SOUTH OF THE CENTER LINE OF AN EAST AND WEST GRAVELED ROAD, 29
 LL0064'FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD LEADING SOUTH,
 LL0064'75 FEET SOUTH OF A FENCE CORNER, 2.8 FEET WEST OF A FENCE, 2 FEET
 LL0064'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LL0064'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0038 ***********************************************************************
 LL0038  DESIGNATION -  A 311
 LL0038  PID         -  LL0038
 LL0038  STATE/COUNTY-  CO/WELD
 LL0038  USGS QUAD   -  GROVER NE (1972)
 LL0038
 LL0038                         *CURRENT SURVEY CONTROL
 LL0038  ___________________________________________________________________
 LL0038* NAD 83(1986)-  40 59 53.     (N)    104 04 00.     (W)     SCALED    
 LL0038* NAVD 88     -      1640.470  (meters)    5382.11   (feet)  ADJUSTED  
 LL0038  ___________________________________________________________________
 LL0038  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 LL0038  DYNAMIC HT  -        1639.138 (meters)    5377.74  (feet)  COMP
 LL0038  MODELED GRAV-     979,753.9   (mgal)                       NAVD 88
 LL0038
 LL0038  VERT ORDER  -  SECOND    CLASS 0
 LL0038
 LL0038.The horizontal coordinates were scaled from a topographic map and have
 LL0038.an estimated accuracy of +/- 6 seconds.
 LL0038
 LL0038.The orthometric height was determined by differential leveling
 LL0038.and adjusted by the National Geodetic Survey in June 1991..
 LL0038
 LL0038.The geoid height was determined by GEOID03.
 LL0038
 LL0038.The dynamic height is computed by dividing the NAVD 88
 LL0038.geopotential number by the normal gravity value computed on the
 LL0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0038.degrees latitude (g = 980.6199 gals.).
 LL0038
 LL0038.The modeled gravity was interpolated from observed gravity values.
 LL0038
 LL0038;                    North         East    Units  Estimated Accuracy
 LL0038;SPC CO N     -   490,620.    1,035,000.      MT  (+/- 180 meters Scaled)
 LL0038
 LL0038                          SUPERSEDED SURVEY CONTROL
 LL0038
 LL0038  NGVD 29 (??/??/92) 1639.632  (m)         5379.36   (f) ADJ UNCH    2 0
 LL0038
 LL0038.Superseded values are not recommended for survey control.
 LL0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0038.See file dsdata.txt to determine how the superseded data were derived.
 LL0038
 LL0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF784389(NAD 83)
 LL0038_MARKER: DB = BENCH MARK DISK
 LL0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0038_STAMPING: A 311 1952
 LL0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0038+STABILITY: SURFACE MOTION
 LL0038
 LL0038  HISTORY     - Date     Condition        Report By
 LL0038  HISTORY     - 1952     MONUMENTED       CGS
 LL0038  HISTORY     - 1963     GOOD             NGS
 LL0038
 LL0038                          STATION DESCRIPTION
 LL0038
 LL0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0038'13.2 MI SE FROM PINE BLUFFS.
 LL0038'0.4 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC RAILROAD
 LL0038'STATION AT PINE BLUFFS, THENCE 12.8 MILES SOUTH ALONG A GRAVELED
 LL0038'ROAD, 0.25 MILE SOUTH OF THE COLORADO AND WYOMING STATE LINE, 0.2
 LL0038'MILE SOUTH OF A SMALL HOUSE, SOUTH OF AND AT THE FOOT OF A HILL,
 LL0038'93 FEET EAST OF A POWER POLE, 45 FEET EAST OF THE CENTER LINE OF
 LL0038'THE ROAD, 3.3 FEET WEST OF A FENCE, 2.3 FEET NORTH OF A WITNESS
 LL0038'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 LL0038'ABOVE THE GROUND.
 LL0038
 LL0038                          STATION RECOVERY (1963)
 LL0038
 LL0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 LL0038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0286 ***********************************************************************
 LK0286  DESIGNATION -  A 312
 LK0286  PID         -  LK0286
 LK0286  STATE/COUNTY-  CO/MORGAN
 LK0286  USGS QUAD   -  JUDSON HILLS (1984)
 LK0286
 LK0286                         *CURRENT SURVEY CONTROL
 LK0286  ___________________________________________________________________
 LK0286* NAD 83(1986)-  40 27 04.     (N)    103 57 21.     (W)     SCALED    
 LK0286* NAVD 88     -      1492.326  (meters)    4896.07   (feet)  POSTED    
 LK0286  ___________________________________________________________________
 LK0286  GEOID HEIGHT-         -19.08  (meters)                     GEOID03
 LK0286  DYNAMIC HT  -        1491.120 (meters)    4892.12  (feet)  COMP
 LK0286  MODELED GRAV-     979,766.4   (mgal)                       NAVD 88
 LK0286
 LK0286  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LK0286
 LK0286.The horizontal coordinates were scaled from a topographic map and have
 LK0286.an estimated accuracy of +/- 6 seconds.
 LK0286
 LK0286.The orthometric height was determined by differential leveling
 LK0286.and adjusted by the National Geodetic Survey in 1992..
 LK0286.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LK0286.rate of 2.1 thru 3.0 mm/km.
 LK0286
 LK0286.The geoid height was determined by GEOID03.
 LK0286
 LK0286.The dynamic height is computed by dividing the NAVD 88
 LK0286.geopotential number by the normal gravity value computed on the
 LK0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0286.degrees latitude (g = 980.6199 gals.).
 LK0286
 LK0286.The modeled gravity was interpolated from observed gravity values.
 LK0286
 LK0286;                    North         East    Units  Estimated Accuracy
 LK0286;SPC CO N     -   430,050.    1,045,380.      MT  (+/- 180 meters Scaled)
 LK0286
 LK0286                          SUPERSEDED SURVEY CONTROL
 LK0286
 LK0286  NGVD 29 (??/??/92) 1491.593  (m)         4893.67   (f) ADJ UNCH    2 0
 LK0286
 LK0286.Superseded values are not recommended for survey control.
 LK0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0286.See file dsdata.txt to determine how the superseded data were derived.
 LK0286
 LK0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE885783(NAD 83)
 LK0286_MARKER: DB = BENCH MARK DISK
 LK0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0286_STAMPING: A 312 1952
 LK0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0286+STABILITY: SURFACE MOTION
 LK0286
 LK0286  HISTORY     - Date     Condition        Report By
 LK0286  HISTORY     - 1952     MONUMENTED       CGS
 LK0286
 LK0286                          STATION DESCRIPTION
 LK0286
 LK0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LK0286'8 MI NE FROM WELDONA.
 LK0286'0.3 MILE NORTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 LK0286'RAILROAD STATION AT WELDONA, THENCE 0.4 MILE EAST ALONG A GRADED
 LK0286'DIRT ROAD, THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.2
 LK0286'MILE EAST ALONG A GRAVELED ROAD, THENCE 6.45 MILES NORTH ALONG
 LK0286'A GRADED DIRT ROAD, 35 FEET EAST OF THE CENTER LINE OF THE ROAD,
 LK0286'13.2 FEET NORTH OF THE NORTH END OF A GATE, 10 FEET NORTH OF A
 LK0286'POWER POLE, 2.5 FEET EAST OF A FENCE, 2.7 FEET NORTH OF A WITNESS
 LK0286'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 LK0286'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0387 ***********************************************************************
 KK0387  DESIGNATION -  A 314
 KK0387  PID         -  KK0387
 KK0387  STATE/COUNTY-  CO/ADAMS
 KK0387  USGS QUAD   -  COMMERCE CITY (1994)
 KK0387
 KK0387                         *CURRENT SURVEY CONTROL
 KK0387  ___________________________________________________________________
 KK0387* NAD 83(1986)-  39 49 04.     (N)    104 55 53.     (W)     SCALED    
 KK0387* NAVD 88     -      1568.682  (meters)    5146.58   (feet)  ADJUSTED  
 KK0387  ___________________________________________________________________
 KK0387  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 KK0387  DYNAMIC HT  -        1567.215 (meters)    5141.77  (feet)  COMP
 KK0387  MODELED GRAV-     979,636.5   (mgal)                       NAVD 88
 KK0387
 KK0387  VERT ORDER  -  FIRST     CLASS II
 KK0387
 KK0387.The horizontal coordinates were scaled from a topographic map and have
 KK0387.an estimated accuracy of +/- 6 seconds.
 KK0387
 KK0387.The orthometric height was determined by differential leveling
 KK0387.and adjusted by the National Geodetic Survey in June 1991..
 KK0387
 KK0387.The geoid height was determined by GEOID03.
 KK0387
 KK0387.The dynamic height is computed by dividing the NAVD 88
 KK0387.geopotential number by the normal gravity value computed on the
 KK0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0387.degrees latitude (g = 980.6199 gals.).
 KK0387
 KK0387.The modeled gravity was interpolated from observed gravity values.
 KK0387
 KK0387;                    North         East    Units  Estimated Accuracy
 KK0387;SPC CO N     -   358,740.      963,090.      MT  (+/- 180 meters Scaled)
 KK0387
 KK0387                          SUPERSEDED SURVEY CONTROL
 KK0387
 KK0387  NGVD 29 (??/??/??) 1567.796  (m)         5143.68   (f) ADJUSTED    1 2
 KK0387
 KK0387.Superseded values are not recommended for survey control.
 KK0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0387.See file dsdata.txt to determine how the superseded data were derived.
 KK0387
 KK0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE058075(NAD 83)
 KK0387_MARKER: DB = BENCH MARK DISK
 KK0387_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0387_SP_SET: BRIDGE
 KK0387_STAMPING: A 314 1956
 KK0387_MARK LOGO: CGS   
 KK0387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0387+STABILITY: POSITION/ELEVATION WELL
 KK0387
 KK0387  HISTORY     - Date     Condition        Report By
 KK0387  HISTORY     - 1956     MONUMENTED       CGS
 KK0387  HISTORY     - 1983     GOOD             NGS
 KK0387
 KK0387                          STATION DESCRIPTION
 KK0387
 KK0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KK0387'5.9 MI NE FROM DENVER.
 KK0387'5.9 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KK0387'UNION STATION AT DENVER, AT THE UNDERPASS OF U.S. HIGHWAY 85,
 KK0387'14 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, 4 FEET BELOW THE
 KK0387'TOP OF THE RAILS, AT THE NORTHEAST CORNER OF THE UNDERPASS, SET
 KK0387'IN THE TOP OF THE NORTH END OF THE EAST RETAINING WALL.
 KK0387
 KK0387                          STATION RECOVERY (1983)
 KK0387
 KK0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0387'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN COMMERCE
 KK0387'CITY, AT THE INTERSECTION OF U.S. HIGHWAY 85 AND THE UNION PACIFIC
 KK0387'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0011 ***********************************************************************
 LM0011  DESIGNATION -  A 316
 LM0011  PID         -  LM0011
 LM0011  STATE/COUNTY-  CO/JACKSON
 LM0011  USGS QUAD   -  KINGS CANYON (1950)
 LM0011
 LM0011                         *CURRENT SURVEY CONTROL
 LM0011  ___________________________________________________________________
 LM0011* NAD 83(1986)-  40 55 36.     (N)    106 13 36.     (W)     SCALED    
 LM0011* NAVD 88     -      2559.308  (meters)    8396.66   (feet)  ADJUSTED  
 LM0011  ___________________________________________________________________
 LM0011  GEOID HEIGHT-         -11.24  (meters)                     GEOID03
 LM0011  DYNAMIC HT  -        2556.675 (meters)    8388.02  (feet)  COMP
 LM0011  MODELED GRAV-     979,502.6   (mgal)                       NAVD 88
 LM0011
 LM0011  VERT ORDER  -  FIRST     CLASS II
 LM0011
 LM0011.The horizontal coordinates were scaled from a topographic map and have
 LM0011.an estimated accuracy of +/- 6 seconds.
 LM0011
 LM0011.The orthometric height was determined by differential leveling
 LM0011.and adjusted by the National Geodetic Survey in June 1991..
 LM0011
 LM0011.The geoid height was determined by GEOID03.
 LM0011
 LM0011.The dynamic height is computed by dividing the NAVD 88
 LM0011.geopotential number by the normal gravity value computed on the
 LM0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0011.degrees latitude (g = 980.6199 gals.).
 LM0011
 LM0011.The modeled gravity was interpolated from observed gravity values.
 LM0011
 LM0011;                    North         East    Units  Estimated Accuracy
 LM0011;SPC CO N     -   481,970.      853,200.      MT  (+/- 180 meters Scaled)
 LM0011
 LM0011                          SUPERSEDED SURVEY CONTROL
 LM0011
 LM0011  NGVD 29 (??/??/92) 2557.925  (m)         8392.13   (f) ADJ UNCH    1 2
 LM0011
 LM0011.Superseded values are not recommended for survey control.
 LM0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0011.See file dsdata.txt to determine how the superseded data were derived.
 LM0011
 LM0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF967313(NAD 83)
 LM0011_MARKER: DB = BENCH MARK DISK
 LM0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0011_STAMPING: A 316 1956
 LM0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0011+STABILITY: SURFACE MOTION
 LM0011
 LM0011  HISTORY     - Date     Condition        Report By
 LM0011  HISTORY     - 1956     MONUMENTED       CGS
 LM0011
 LM0011                          STATION DESCRIPTION
 LM0011
 LM0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 LM0011'IN KINGS CANYON.
 LM0011'AT KINGS CANYON, 33.9 FEET EAST OF THE EAST RAIL OF THE COALMONT
 LM0011'BRANCH OF THE UNION PACIFIC RAILROAD, 216 FEET SOUTH OF THE STATION
 LM0011'SIGN, 84 FEET SOUTH OF THE CENTER OF THE CROSSING OF STATE HIGHWAY
 LM0011'127, 16 FEET SOUTH OF A FENCE CORNER, 1.4 FEET WEST OF A FENCE, 3.5
 LM0011'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LM0011'PROJECTS 0.5 FOOT ABOVE THE GROUND, IN SECTION 14, TOWNSHIP 11 NORTH,
 LM0011'RANGE 79 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0567 ***********************************************************************
 GM0567  DESIGNATION -  A 32
 GM0567  PID         -  GM0567
 GM0567  STATE/COUNTY-  CO/CONEJOS
 GM0567  USGS QUAD   -  PINABETOSO PEAKS (1963)
 GM0567
 GM0567                         *CURRENT SURVEY CONTROL
 GM0567  ___________________________________________________________________
 GM0567* NAD 83(1992)-  36 59 43.29100(N)    105 59 47.32237(W)     ADJUSTED  
 GM0567* NAVD 88     -      2449.832  (meters)    8037.49   (feet)  ADJUSTED  
 GM0567  ___________________________________________________________________
 GM0567  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 GM0567  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 GM0567  DYNAMIC HT  -        2446.507 (meters)    8026.58  (feet)  COMP
 GM0567  MODELED GRAV-     979,184.9   (mgal)                       NAVD 88
 GM0567
 GM0567  HORZ ORDER  -  SECOND
 GM0567  VERT ORDER  -  FIRST     CLASS II
 GM0567
 GM0567.The horizontal coordinates were established by classical geodetic methods
 GM0567.and adjusted by the National Geodetic Survey in December 1993..
 GM0567
 GM0567.The orthometric height was determined by differential leveling
 GM0567.and adjusted by the National Geodetic Survey in June 1991..
 GM0567
 GM0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0567
 GM0567.The geoid height was determined by GEOID03.
 GM0567
 GM0567.The dynamic height is computed by dividing the NAVD 88
 GM0567.geopotential number by the normal gravity value computed on the
 GM0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0567.degrees latitude (g = 980.6199 gals.).
 GM0567
 GM0567.The modeled gravity was interpolated from observed gravity values.
 GM0567
 GM0567;                    North         East     Units Scale Factor Converg.
 GM0567;SPC CO S     -   341,398.082   870,204.690   MT  1.00005171   -0 18 16.3
 GM0567;SPC CO S     - 1,120,070.21  2,854,996.55   sFT  1.00005171   -0 18 16.3
 GM0567;SPC NM C     -   664,985.101   522,565.514   MT  0.99990627   +0 09 09.2
 GM0567;SPC NM C     - 2,181,705.29  1,714,450.36   sFT  0.99990627   +0 09 09.2
 GM0567;UTM  13      - 4,094,821.499   411,330.634   MT  0.99969685   -0 35 58.8
 GM0567
 GM0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0567!SPC CO S     -   0.99961828  x   1.00005171  =   0.99966997
 GM0567!SPC NM C     -   0.99961828  x   0.99990627  =   0.99952459
 GM0567!UTM  13      -   0.99961828  x   0.99969685  =   0.99931525
 GM0567
 GM0567                          SUPERSEDED SURVEY CONTROL
 GM0567
 GM0567  NAD 83(1992)-  36 59 43.29100(N)    105 59 47.32237(W) AD(       ) 2
 GM0567  NAD 83(1986)-  36 59 43.29465(N)    105 59 47.33159(W) AD(       ) 2
 GM0567  NAD 27      -  36 59 43.24400(N)    105 59 45.25900(W) AD(       ) 2
 GM0567  NGVD 29 (??/??/92) 2448.603  (m)         8033.46   (f) ADJ UNCH    1 2
 GM0567
 GM0567.Superseded values are not recommended for survey control.
 GM0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0567.See file dsdata.txt to determine how the superseded data were derived.
 GM0567
 GM0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA1133194821(NAD 83)
 GM0567_MARKER: DB = BENCH MARK DISK
 GM0567_SETTING: 80 = SET IN A BOULDER
 GM0567_STAMPING: 8032.648 A 32 1933
 GM0567_MARK LOGO: CGS   
 GM0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0567+STABILITY: SURFACE MOTION
 GM0567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GM0567+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 GM0567
 GM0567  HISTORY     - Date     Condition        Report By
 GM0567  HISTORY     - 1935     MONUMENTED       CGS
 GM0567  HISTORY     - 1933     GOOD             NGS
 GM0567  HISTORY     - 1963     GOOD             USGS
 GM0567  HISTORY     - 1984     GOOD             NGS
 GM0567  HISTORY     - 20040925 GOOD             GEOCAC
 GM0567
 GM0567                          STATION DESCRIPTION
 GM0567
 GM0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 GM0567'STATION IS LOCATED 6.1 MILES S OF ANTONIO, COLORADO ON COLORADO
 GM0567'STATE HIGHWAY 163, ON THE COLORADO AND NEW MEXICO STATE BOUNDARY.
 GM0567'60-FEET E OF CENTER LINE OF HIGHWAY, 43.7 FEET W OF (8-FOOT
 GM0567'HIGH) SAND STONE POST.  68.3 FEET W OF W RAIL OF D. AND R.G.W.
 GM0567'NARROW GAUGE RAILROAD.
 GM0567'
 GM0567'B.M. A-32 IS E OF THE STATION 55.995 FEET, 12.6 FEET W OF W
 GM0567'RAIL OF D. AND R.G.W. RAILROAD 14 FEET ENE OF SANDSTONE BOUNDARY
 GM0567'MARK.  IT IS A STANDARD U.S.C. AND G.S. BENCH MARK DISK SET
 GM0567'IN A BOULDER.  STAMPED--A-32, 1933.
 GM0567
 GM0567                          STATION RECOVERY (1933)
 GM0567
 GM0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1933
 GM0567'5.9 MI S FROM ANTONITO.
 GM0567'5.9 MILES SOUTH ALONG U.S. HIGHWAY 285 FROM ANTONITO, CONEJOS COUNTY,
 GM0567'6 FEET NORTH OF THE NEW MEXICO-COLORADO STATE LINE, 208 FEET EAST OF
 GM0567'THE CENTERLINE OF HIGHWAY, 14.2 FEET WEST OF THE CENTERLINE OF
 GM0567'DISMANTLED RAILROAD, 56 FEET EAST OF BOUNDARY MONUMENT NO 163 22 CHS
 GM0567'1925, IN THE TOP OF A LAVA STONE.  A STANDARD DISK, STAMPED 8032.648 A
 GM0567'32 1933.
 GM0567
 GM0567                          STATION RECOVERY (1963)
 GM0567
 GM0567'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GM0567'RECOVERED IN GOOD CONDITION.
 GM0567
 GM0567                          STATION RECOVERY (1984)
 GM0567
 GM0567'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GM0567'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  9.4 KM
 GM0567'(5.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE IN
 GM0567'ANTONITO, AT THE COLORADO-NEW MEXICO STATE LINE, 63.4 M (208.0 FT)
 GM0567'EAST OF THE CENTERLINE OF THE HIGHWAY, 33.9 M (111.2 FT) EAST OF A
 GM0567'T-FENCE CORNER, 17.1 M (56.1 FT) NORTHEAST OF BOUNDARY MONUMENT 163+22
 GM0567'USSC, 6.1 M (20.0 FT) NORTH OF A FENCE, AND 4.9 M (16.1 FT) NORTHEAST
 GM0567'OF A ONE FOOT HIGH SANDSTONE MONUMENT.
 GM0567'THE MARK IS 17.4 METERS  NE FROM  A WITNESS POST
 GM0567'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 GM0567
 GM0567                          STATION RECOVERY (2004)
 GM0567
 GM0567'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 GM0567'RECOVERED IN GOOD CONDITION.  SANDSTONE MONUMENT HAS BEEN DAMAGED BUT
 GM0567'IS SIX FOOT HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0306 ***********************************************************************
 JK0306  DESIGNATION -  A 320
 JK0306  PID         -  JK0306
 JK0306  STATE/COUNTY-  CO/EL PASO
 JK0306  USGS QUAD   -  BUTTES (1994)
 JK0306
 JK0306                         *CURRENT SURVEY CONTROL
 JK0306  ___________________________________________________________________
 JK0306* NAD 83(1986)-  38 34 46.     (N)    104 42 06.     (W)     SCALED    
 JK0306* NAVD 88     -      1685.680  (meters)    5530.44   (feet)  ADJUSTED  
 JK0306  ___________________________________________________________________
 JK0306  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 JK0306  DYNAMIC HT  -        1683.885 (meters)    5524.55  (feet)  COMP
 JK0306  MODELED GRAV-     979,504.1   (mgal)                       NAVD 88
 JK0306
 JK0306  VERT ORDER  -  SECOND    CLASS 0
 JK0306
 JK0306.The horizontal coordinates were scaled from a topographic map and have
 JK0306.an estimated accuracy of +/- 6 seconds.
 JK0306
 JK0306.The orthometric height was determined by differential leveling
 JK0306.and adjusted by the National Geodetic Survey in June 1991..
 JK0306
 JK0306.The geoid height was determined by GEOID03.
 JK0306
 JK0306.The dynamic height is computed by dividing the NAVD 88
 JK0306.geopotential number by the normal gravity value computed on the
 JK0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0306.degrees latitude (g = 980.6199 gals.).
 JK0306
 JK0306.The modeled gravity was interpolated from observed gravity values.
 JK0306
 JK0306;                    North         East    Units  Estimated Accuracy
 JK0306;SPC CO C     -   387,930.      983,960.      MT  (+/- 180 meters Scaled)
 JK0306
 JK0306                          SUPERSEDED SURVEY CONTROL
 JK0306
 JK0306  NGVD 29 (??/??/92) 1684.705  (m)         5527.24   (f) ADJ UNCH    2 0
 JK0306
 JK0306.Superseded values are not recommended for survey control.
 JK0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0306.See file dsdata.txt to determine how the superseded data were derived.
 JK0306
 JK0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC259701(NAD 83)
 JK0306_MARKER: DB = BENCH MARK DISK
 JK0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0306_STAMPING: A 320 1952
 JK0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0306+STABILITY: SURFACE MOTION
 JK0306
 JK0306  HISTORY     - Date     Condition        Report By
 JK0306  HISTORY     - 1952     MONUMENTED       CGS
 JK0306
 JK0306                          STATION DESCRIPTION
 JK0306
 JK0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JK0306'8.9 MI SW FROM FOUNTAIN.
 JK0306'6.8 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD FROM
 JK0306'THE STATION AT FOUNTAIN, THENCE 0.1 MILE WEST ALONG A GRAVELED ROAD,
 JK0306'THENCE 2.0 MILES SOUTHWEST ALONG A TRACK ROAD, 0.55 MILE SOUTHWEST
 JK0306'OF A POWER LINE, 78 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK
 JK0306'ROAD, 3 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 JK0306'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0654 ***********************************************************************
 KK0654  DESIGNATION -  A 321
 KK0654  PID         -  KK0654
 KK0654  STATE/COUNTY-  CO/BOULDER
 KK0654  USGS QUAD   -  LOUISVILLE (1994)
 KK0654
 KK0654                         *CURRENT SURVEY CONTROL
 KK0654  ___________________________________________________________________
 KK0654* NAD 83(1986)-  39 56 25.     (N)    105 13 42.     (W)     SCALED    
 KK0654* NAVD 88     -      1801.116  (meters)    5909.16   (feet)  ADJUSTED  
 KK0654  ___________________________________________________________________
 KK0654  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 KK0654  DYNAMIC HT  -        1799.346 (meters)    5903.35  (feet)  COMP
 KK0654  MODELED GRAV-     979,580.0   (mgal)                       NAVD 88
 KK0654
 KK0654  VERT ORDER  -  SECOND    CLASS 0
 KK0654
 KK0654.The horizontal coordinates were scaled from a topographic map and have
 KK0654.an estimated accuracy of +/- 6 seconds.
 KK0654
 KK0654.The orthometric height was determined by differential leveling
 KK0654.and adjusted by the National Geodetic Survey in June 1991..
 KK0654
 KK0654.The geoid height was determined by GEOID03.
 KK0654
 KK0654.The dynamic height is computed by dividing the NAVD 88
 KK0654.geopotential number by the normal gravity value computed on the
 KK0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0654.degrees latitude (g = 980.6199 gals.).
 KK0654
 KK0654.The modeled gravity was interpolated from observed gravity values.
 KK0654
 KK0654;                    North         East    Units  Estimated Accuracy
 KK0654;SPC CO N     -   372,230.      937,620.      MT  (+/- 180 meters Scaled)
 KK0654
 KK0654                          SUPERSEDED SURVEY CONTROL
 KK0654
 KK0654  NGVD 29 (??/??/92) 1799.995  (m)         5905.48   (f) ADJ UNCH    2 0
 KK0654
 KK0654.Superseded values are not recommended for survey control.
 KK0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0654.See file dsdata.txt to determine how the superseded data were derived.
 KK0654
 KK0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE804211(NAD 83)
 KK0654_MARKER: DB = BENCH MARK DISK
 KK0654_SETTING: 80 = SET IN A BOULDER
 KK0654_STAMPING: A 321 1952
 KK0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0654+STABILITY: SURFACE MOTION
 KK0654
 KK0654  HISTORY     - Date     Condition        Report By
 KK0654  HISTORY     - 1952     MONUMENTED       CGS
 KK0654  HISTORY     - 1964     MARK NOT FOUND   USGS
 KK0654  HISTORY     - 1982     MARK NOT FOUND   NGS
 KK0654  HISTORY     - 1984     MARK NOT FOUND   NGS
 KK0654
 KK0654                          STATION DESCRIPTION
 KK0654
 KK0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0654'5.8 MI S FROM BOULDER.
 KK0654'5.8 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE UNIVERSITY
 KK0654'INTERMEDIATE SCHOOL AT BOULDER, 78 FEET EAST OF THE CENTER
 KK0654'LINE OF THE HIGHWAY, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY,
 KK0654'AT THE TOP OF A LONG HILL AND OVERLOOKING A LARGE LAKE, 30 FEET
 KK0654'NORTHEAST OF A JOG IN A FENCE, 0.9 FOOT ABOVE THE GROUND, SET IN
 KK0654'THE TOP OF THE CENTER OF A GRANITE BOULDER.
 KK0654
 KK0654                          STATION RECOVERY (1964)
 KK0654
 KK0654'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 KK0654'MARK NOT FOUND.
 KK0654
 KK0654                          STATION RECOVERY (1982)
 KK0654
 KK0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0654'MARK NOT FOUND.
 KK0654
 KK0654                          STATION RECOVERY (1984)
 KK0654
 KK0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK0654'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0696 ***********************************************************************
 LL0696  DESIGNATION -  A 322
 LL0696  PID         -  LL0696
 LL0696  STATE/COUNTY-  CO/BOULDER
 LL0696  USGS QUAD   -  BOULDER (1979)
 LL0696
 LL0696                         *CURRENT SURVEY CONTROL
 LL0696  ___________________________________________________________________
 LL0696* NAD 83(1986)-  40 04 20.     (N)    105 16 55.     (W)     SCALED    
 LL0696* NAVD 88     -      1687.483  (meters)    5536.35   (feet)  ADJUSTED  
 LL0696  ___________________________________________________________________
 LL0696  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 LL0696  DYNAMIC HT  -        1685.861 (meters)    5531.03  (feet)  COMP
 LL0696  MODELED GRAV-     979,605.5   (mgal)                       NAVD 88
 LL0696
 LL0696  VERT ORDER  -  SECOND    CLASS 0
 LL0696
 LL0696.The horizontal coordinates were scaled from a topographic map and have
 LL0696.an estimated accuracy of +/- 6 seconds.
 LL0696
 LL0696.The orthometric height was determined by differential leveling
 LL0696.and adjusted by the National Geodetic Survey in June 1991..
 LL0696
 LL0696.The geoid height was determined by GEOID03.
 LL0696
 LL0696.The dynamic height is computed by dividing the NAVD 88
 LL0696.geopotential number by the normal gravity value computed on the
 LL0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0696.degrees latitude (g = 980.6199 gals.).
 LL0696
 LL0696.The modeled gravity was interpolated from observed gravity values.
 LL0696
 LL0696;                    North         East    Units  Estimated Accuracy
 LL0696;SPC CO N     -   386,860.      933,000.      MT  (+/- 180 meters Scaled)
 LL0696
 LL0696                          SUPERSEDED SURVEY CONTROL
 LL0696
 LL0696  NGVD 29 (??/??/92) 1686.400  (m)         5532.80   (f) ADJ UNCH    2 0
 LL0696
 LL0696.Superseded values are not recommended for survey control.
 LL0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0696.See file dsdata.txt to determine how the superseded data were derived.
 LL0696
 LL0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE759358(NAD 83)
 LL0696_MARKER: DB = BENCH MARK DISK
 LL0696_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0696_SP_SET: CULVERT
 LL0696_STAMPING: A 322 1952
 LL0696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0696
 LL0696  HISTORY     - Date     Condition        Report By
 LL0696  HISTORY     - 1952     MONUMENTED       CGS
 LL0696  HISTORY     - 1982     MARK NOT FOUND   NGS
 LL0696  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0696
 LL0696                          STATION DESCRIPTION
 LL0696
 LL0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0696'3.6 MI N FROM BOULDER.
 LL0696'3.65 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE FIRST NATIONAL BANK
 LL0696'AT BOULDER, 135 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 12
 LL0696'FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD LEADING NORTHEAST,
 LL0696'115 FEET SOUTH OF THE CENTER OF A CATTLE GUARD, SET IN THE TOP OF
 LL0696'THE NORTHWEST CORNER OF THE FLOOR OF A CONCRETE CULVERT.
 LL0696
 LL0696                          STATION RECOVERY (1982)
 LL0696
 LL0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LL0696'MARK NOT FOUND.
 LL0696
 LL0696                          STATION RECOVERY (1984)
 LL0696
 LL0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0107 ***********************************************************************
 LM0107  DESIGNATION -  A 324
 LM0107  PID         -  LM0107
 LM0107  STATE/COUNTY-  CO/LARIMER
 LM0107  USGS QUAD   -  OLD ROACH (1955)
 LM0107
 LM0107                         *CURRENT SURVEY CONTROL
 LM0107  ___________________________________________________________________
 LM0107* NAD 83(1986)-  40 59 44.     (N)    106 00 23.     (W)     SCALED    
 LM0107* NAVD 88     -      2359.453  (meters)    7740.97   (feet)  ADJUSTED  
 LM0107  ___________________________________________________________________
 LM0107  GEOID HEIGHT-         -11.01  (meters)                     GEOID03
 LM0107  DYNAMIC HT  -        2357.199 (meters)    7733.58  (feet)  COMP
 LM0107  MODELED GRAV-     979,583.0   (mgal)                       NAVD 88
 LM0107
 LM0107  VERT ORDER  -  SECOND    CLASS 0
 LM0107
 LM0107.The horizontal coordinates were scaled from a topographic map and have
 LM0107.an estimated accuracy of +/- 6 seconds.
 LM0107
 LM0107.The orthometric height was determined by differential leveling
 LM0107.and adjusted by the National Geodetic Survey in June 1991..
 LM0107
 LM0107.The geoid height was determined by GEOID03.
 LM0107
 LM0107.The dynamic height is computed by dividing the NAVD 88
 LM0107.geopotential number by the normal gravity value computed on the
 LM0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0107.degrees latitude (g = 980.6199 gals.).
 LM0107
 LM0107.The modeled gravity was interpolated from observed gravity values.
 LM0107
 LM0107;                    North         East    Units  Estimated Accuracy
 LM0107;SPC CO N     -   489,490.      871,790.      MT  (+/- 180 meters Scaled)
 LM0107
 LM0107                          SUPERSEDED SURVEY CONTROL
 LM0107
 LM0107  NGVD 29 (??/??/92) 2358.238  (m)         7736.99   (f) ADJ UNCH    2 0
 LM0107
 LM0107.Superseded values are not recommended for survey control.
 LM0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0107.See file dsdata.txt to determine how the superseded data were derived.
 LM0107
 LM0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF153387(NAD 83)
 LM0107_MARKER: DB = BENCH MARK DISK
 LM0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0107_STAMPING: A 324 1951
 LM0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0107+STABILITY: SURFACE MOTION
 LM0107
 LM0107  HISTORY     - Date     Condition        Report By
 LM0107  HISTORY     - 1951     MONUMENTED       CGS
 LM0107
 LM0107                          STATION DESCRIPTION
 LM0107
 LM0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LM0107'9.2 MI S FROM WOODS LANDING.
 LM0107'9.2 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE LARAMIE RIVER
 LM0107'BRIDGE AT WOODS LANDING, 0.15 MILE SOUTH OF THE WYOMING AND COLORADO
 LM0107'STATE LINE, 84 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 85 FEET
 LM0107'NORTHEAST OF THE NORTH CORNER OF A SMALL WOODEN BRIDGE, 17 FEET SOUTH
 LM0107'OF THE CENTER LINE OF A TRAIL LEADING EAST, 3 FEET EAST OF A WITNESS
 LM0107'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 LM0107'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0941 ***********************************************************************
 LL0941  DESIGNATION -  A 325
 LL0941  PID         -  LL0941
 LL0941  STATE/COUNTY-  CO/LARIMER
 LL0941  USGS QUAD   -  BOSTON PEAK (1962)
 LL0941
 LL0941                         *CURRENT SURVEY CONTROL
 LL0941  ___________________________________________________________________
 LL0941* NAD 83(1986)-  40 44 17.     (N)    105 52 19.     (W)     SCALED    
 LL0941* NAVD 88     -      2563.838  (meters)    8411.53   (feet)  ADJUSTED  
 LL0941  ___________________________________________________________________
 LL0941  GEOID HEIGHT-         -11.06  (meters)                     GEOID03
 LL0941  DYNAMIC HT  -        2561.174 (meters)    8402.78  (feet)  COMP
 LL0941  MODELED GRAV-     979,492.4   (mgal)                       NAVD 88
 LL0941
 LL0941  VERT ORDER  -  SECOND    CLASS 0
 LL0941
 LL0941.The horizontal coordinates were scaled from a topographic map and have
 LL0941.an estimated accuracy of +/- 6 seconds.
 LL0941
 LL0941.The orthometric height was determined by differential leveling
 LL0941.and adjusted by the National Geodetic Survey in June 1991..
 LL0941
 LL0941.The geoid height was determined by GEOID03.
 LL0941
 LL0941.The dynamic height is computed by dividing the NAVD 88
 LL0941.geopotential number by the normal gravity value computed on the
 LL0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0941.degrees latitude (g = 980.6199 gals.).
 LL0941
 LL0941.The modeled gravity was interpolated from observed gravity values.
 LL0941
 LL0941;                    North         East    Units  Estimated Accuracy
 LL0941;SPC CO N     -   460,840.      882,990.      MT  (+/- 180 meters Scaled)
 LL0941
 LL0941                          SUPERSEDED SURVEY CONTROL
 LL0941
 LL0941  NGVD 29 (??/??/92) 2562.490  (m)         8407.10   (f) ADJ UNCH    2 0
 LL0941
 LL0941.Superseded values are not recommended for survey control.
 LL0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0941.See file dsdata.txt to determine how the superseded data were derived.
 LL0941
 LL0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF263100(NAD 83)
 LL0941_MARKER: DB = BENCH MARK DISK
 LL0941_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LL0941_SP_SET: GRANITE ROCK
 LL0941_STAMPING: A 325 1951
 LL0941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0941
 LL0941  HISTORY     - Date     Condition        Report By
 LL0941  HISTORY     - 1951     MONUMENTED       CGS
 LL0941  HISTORY     - 1959     MARK NOT FOUND   USGS
 LL0941
 LL0941                          STATION DESCRIPTION
 LL0941
 LL0941'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0941'7.8 MI SE FROM GLENDEVEY.
 LL0941'3.2 MILES EAST ALONG A WINDING GRAVELED ROAD FROM THE GROCERY
 LL0941'STORE AT GLENDEVEY LODGE, THENCE 4.65 MILES SOUTH ALONG A WINDING
 LL0941'GRAVELED ROAD, 28 FEET EAST OF THE CENTER LINE OF THE ROAD, 8
 LL0941'FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A GRANITE
 LL0941'ROCK.
 LL0941
 LL0941                          STATION RECOVERY (1959)
 LL0941
 LL0941'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LL0941'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0874 ***********************************************************************
 LL0874  DESIGNATION -  A 326
 LL0874  PID         -  LL0874
 LL0874  STATE/COUNTY-  CO/BOULDER
 LL0874  USGS QUAD   -  LONGS PEAK (1978)
 LL0874
 LL0874                         *CURRENT SURVEY CONTROL
 LL0874  ___________________________________________________________________
 LL0874* NAD 83(1986)-  40 15 18.     (N)    105 32 09.     (W)     SCALED    
 LL0874* NAVD 88     -      2655.411  (meters)    8711.96   (feet)  ADJUSTED  
 LL0874  ___________________________________________________________________
 LL0874  GEOID HEIGHT-         -12.63  (meters)                     GEOID03
 LL0874  DYNAMIC HT  -        2652.495 (meters)    8702.39  (feet)  COMP
 LL0874  MODELED GRAV-     979,430.3   (mgal)                       NAVD 88
 LL0874
 LL0874  VERT ORDER  -  SECOND    CLASS 0
 LL0874
 LL0874.The horizontal coordinates were scaled from a topographic map and have
 LL0874.an estimated accuracy of +/- 6 seconds.
 LL0874
 LL0874.The orthometric height was determined by differential leveling
 LL0874.and adjusted by the National Geodetic Survey in June 1991..
 LL0874
 LL0874.The geoid height was determined by GEOID03.
 LL0874
 LL0874.The dynamic height is computed by dividing the NAVD 88
 LL0874.geopotential number by the normal gravity value computed on the
 LL0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0874.degrees latitude (g = 980.6199 gals.).
 LL0874
 LL0874.The modeled gravity was interpolated from observed gravity values.
 LL0874
 LL0874;                    North         East    Units  Estimated Accuracy
 LL0874;SPC CO N     -   407,130.      911,350.      MT  (+/- 180 meters Scaled)
 LL0874
 LL0874                          SUPERSEDED SURVEY CONTROL
 LL0874
 LL0874  NGVD 29 (??/??/92) 2654.024  (m)         8707.41   (f) ADJ UNCH    2 0
 LL0874
 LL0874.Superseded values are not recommended for survey control.
 LL0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0874.See file dsdata.txt to determine how the superseded data were derived.
 LL0874
 LL0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE544561(NAD 83)
 LL0874_MARKER: DB = BENCH MARK DISK
 LL0874_SETTING: 80 = SET IN A BOULDER
 LL0874_STAMPING: A 326 1951
 LL0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0874+STABILITY: SURFACE MOTION
 LL0874_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LL0874+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2003
 LL0874
 LL0874  HISTORY     - Date     Condition        Report By
 LL0874  HISTORY     - 1951     MONUMENTED       CGS
 LL0874  HISTORY     - 19990915 GOOD             USPSQD
 LL0874  HISTORY     - 20010331 GOOD             NGS
 LL0874  HISTORY     - 20031016 GOOD             USPSQD
 LL0874  HISTORY     - 20060614 MARK NOT FOUND   USPSQD
 LL0874
 LL0874                          STATION DESCRIPTION
 LL0874
 LL0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0874'10.4 MI S FROM ESTES PARK.
 LL0874'10.4 MILES SOUTH ALONG STATE HIGHWAY 7 FROM ITS JUNCTION WITH STATE
 LL0874'HIGHWAY 66 AT ESTES PARK, 120 FEET SOUTH OF THE EAST END OF A 6 X 6
 LL0874'FOOT CONCRETE CULVERT, 39 FEET EAST OF THE CENTER LINE OF THE
 LL0874'HIGHWAY, 3 FEET WEST OF A FENCE, 104 FEET NORTH OF THE CENTER LINE
 LL0874'OF A ROAD LEADING NORTHWEST, 3 FEET ABOVE THE GROUND, SET IN THE TOP
 LL0874'OF A LARGE GRANITE BOULDER.
 LL0874
 LL0874                          STATION RECOVERY (1999)
 LL0874
 LL0874'RECOVERY NOTE BY US POWER SQUADRON 1999
 LL0874'RECOVERED IN GOOD CONDITION.
 LL0874
 LL0874                          STATION RECOVERY (2001)
 LL0874
 LL0874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0874'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL0874
 LL0874                          STATION RECOVERY (2003)
 LL0874
 LL0874'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 LL0874'RECOVERED IN GOOD CONDITION.
 LL0874
 LL0874                          STATION RECOVERY (2006)
 LL0874
 LL0874'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 LL0874'NOT FOUND.  ROAD CONSTRUCTION MAY HAVE DESTROYED THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0842 ***********************************************************************
 LL0842  DESIGNATION -  A 327
 LL0842  PID         -  LL0842
 LL0842  STATE/COUNTY-  CO/GRAND
 LL0842  USGS QUAD   -  FALL RIVER PASS (1977)
 LL0842
 LL0842                         *CURRENT SURVEY CONTROL
 LL0842  ___________________________________________________________________
 LL0842* NAD 83(1986)-  40 26 12.     (N)    105 52 01.     (W)     SCALED    
 LL0842* NAVD 88     -      3118.598  (meters)   10231.60   (feet)  ADJUSTED  
 LL0842  ___________________________________________________________________
 LL0842  GEOID HEIGHT-         -11.46  (meters)                     GEOID03
 LL0842  DYNAMIC HT  -        3114.887 (meters)   10219.43  (feet)  COMP
 LL0842  MODELED GRAV-     979,321.0   (mgal)                       NAVD 88
 LL0842
 LL0842  VERT ORDER  -  SECOND    CLASS 0
 LL0842
 LL0842.The horizontal coordinates were scaled from a topographic map and have
 LL0842.an estimated accuracy of +/- 6 seconds.
 LL0842
 LL0842.The orthometric height was determined by differential leveling
 LL0842.and adjusted by the National Geodetic Survey in June 1991..
 LL0842
 LL0842.The geoid height was determined by GEOID03.
 LL0842
 LL0842.The dynamic height is computed by dividing the NAVD 88
 LL0842.geopotential number by the normal gravity value computed on the
 LL0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0842.degrees latitude (g = 980.6199 gals.).
 LL0842
 LL0842.The modeled gravity was interpolated from observed gravity values.
 LL0842
 LL0842;                    North         East    Units  Estimated Accuracy
 LL0842;SPC CO N     -   427,370.      883,270.      MT  (+/- 180 meters Scaled)
 LL0842
 LL0842                          SUPERSEDED SURVEY CONTROL
 LL0842
 LL0842  NGVD 29 (??/??/92) 3116.972  (m)        10226.27   (f) ADJ UNCH    2 0
 LL0842
 LL0842.Superseded values are not recommended for survey control.
 LL0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0842.See file dsdata.txt to determine how the superseded data were derived.
 LL0842
 LL0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE264765(NAD 83)
 LL0842_MARKER: DB = BENCH MARK DISK
 LL0842_SETTING: 80 = SET IN A BOULDER
 LL0842_STAMPING: A 327 1951
 LL0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0842+STABILITY: SURFACE MOTION
 LL0842
 LL0842  HISTORY     - Date     Condition        Report By
 LL0842  HISTORY     - 1951     MONUMENTED       CGS
 LL0842
 LL0842                          STATION DESCRIPTION
 LL0842
 LL0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0842'20.6 MI NE FROM GRAND LAKE.
 LL0842'10.8 MILES NORTH ALONG U.S. HIGHWAY 34 FROM ITS JUNCTION WITH
 LL0842'STATE HIGHWAY 278 AT GRAND LAKE, THENCE 3.25 MILES WEST ALONG A
 LL0842'WINDING PRIVATE ROAD LEADING TO THE WATER SUPPLY AND STORAGE COMPANY
 LL0842'DITCH, THENCE 6.55 MILES NORTHEAST ALONG THE DITCH ROAD LEADING TO
 LL0842'LONG DRAW RESERVOIR, 126 FEET NORTHEAST OF THE NORTHWEST END OF A
 LL0842'SPILLWAY LEADING OUT OF THE DITCH, 64 FEET NORTHWEST OF THE CENTER
 LL0842'LINE OF THE ROAD, 10 FEET NORTHWEST OF A 6 INCH TRIANGULAR BLAZED
 LL0842'SPRUCE TREE, 5 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP
 LL0842'OF A LARGE GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0643 ***********************************************************************
 LL0643  DESIGNATION -  A 328
 LL0643  PID         -  LL0643
 LL0643  STATE/COUNTY-  CO/BOULDER
 LL0643  USGS QUAD   -  LYONS (1978)
 LL0643
 LL0643                         *CURRENT SURVEY CONTROL
 LL0643  ___________________________________________________________________
 LL0643* NAD 83(1986)-  40 12 06.     (N)    105 18 09.     (W)     SCALED    
 LL0643* NAVD 88     -      1698.322  (meters)    5571.91   (feet)  ADJUSTED  
 LL0643  ___________________________________________________________________
 LL0643  GEOID HEIGHT-         -15.06  (meters)                     GEOID03
 LL0643  DYNAMIC HT  -        1696.729 (meters)    5566.69  (feet)  COMP
 LL0643  MODELED GRAV-     979,627.6   (mgal)                       NAVD 88
 LL0643
 LL0643  VERT ORDER  -  SECOND    CLASS 0
 LL0643
 LL0643.The horizontal coordinates were scaled from a topographic map and have
 LL0643.an estimated accuracy of +/- 6 seconds.
 LL0643
 LL0643.The orthometric height was determined by differential leveling
 LL0643.and adjusted by the National Geodetic Survey in June 1991..
 LL0643
 LL0643.The geoid height was determined by GEOID03.
 LL0643
 LL0643.The dynamic height is computed by dividing the NAVD 88
 LL0643.geopotential number by the normal gravity value computed on the
 LL0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0643.degrees latitude (g = 980.6199 gals.).
 LL0643
 LL0643.The modeled gravity was interpolated from observed gravity values.
 LL0643
 LL0643;                    North         East    Units  Estimated Accuracy
 LL0643;SPC CO N     -   401,230.      931,220.      MT  (+/- 180 meters Scaled)
 LL0643
 LL0643                          SUPERSEDED SURVEY CONTROL
 LL0643
 LL0643  NGVD 29 (??/??/92) 1697.249  (m)         5568.39   (f) ADJ UNCH    2 0
 LL0643
 LL0643.Superseded values are not recommended for survey control.
 LL0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0643.See file dsdata.txt to determine how the superseded data were derived.
 LL0643
 LL0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE742501(NAD 83)
 LL0643_MARKER: DB = BENCH MARK DISK
 LL0643_SETTING: 80 = SET IN A BOULDER
 LL0643_STAMPING: A 328 1951
 LL0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0643+STABILITY: SURFACE MOTION
 LL0643
 LL0643  HISTORY     - Date     Condition        Report By
 LL0643  HISTORY     - 1951     MONUMENTED       CGS
 LL0643  HISTORY     - 1955     MARK NOT FOUND   NGS
 LL0643
 LL0643                          STATION DESCRIPTION
 LL0643
 LL0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LL0643'3.6 MI SE FROM LYONS.
 LL0643'3.5 MILES SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT
 LL0643'LYONS, 53 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 LL0643'39 FEET NORTHWEST OF THE NORTH END OF THE NORTHWEST WINGWALL OF
 LL0643'A CONCRETE BRIDGE OVER ST. VRAIN CREEK, 16 FEET NORTHEAST
 LL0643'OF A FENCE, 6 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE
 LL0643'TOP OF A LARGE GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0637 ***********************************************************************
 LL0637  DESIGNATION -  A 329
 LL0637  PID         -  LL0637
 LL0637  STATE/COUNTY-  CO/BOULDER
 LL0637  USGS QUAD   -  HYGIENE (1979)
 LL0637
 LL0637                         *CURRENT SURVEY CONTROL
 LL0637  ___________________________________________________________________
 LL0637* NAD 83(1986)-  40 12 43.     (N)    105 14 23.     (W)     SCALED    
 LL0637* NAVD 88     -      1598.546  (meters)    5244.56   (feet)  ADJUSTED  
 LL0637  ___________________________________________________________________
 LL0637  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 LL0637  DYNAMIC HT  -        1597.089 (meters)    5239.78  (feet)  COMP
 LL0637  MODELED GRAV-     979,657.9   (mgal)                       NAVD 88
 LL0637
 LL0637  VERT ORDER  -  FIRST     CLASS II
 LL0637
 LL0637.The horizontal coordinates were scaled from a topographic map and have
 LL0637.an estimated accuracy of +/- 6 seconds.
 LL0637
 LL0637.The orthometric height was determined by differential leveling
 LL0637.and adjusted by the National Geodetic Survey in June 1991..
 LL0637
 LL0637.The geoid height was determined by GEOID03.
 LL0637
 LL0637.The dynamic height is computed by dividing the NAVD 88
 LL0637.geopotential number by the normal gravity value computed on the
 LL0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0637.degrees latitude (g = 980.6199 gals.).
 LL0637
 LL0637.The modeled gravity was interpolated from observed gravity values.
 LL0637
 LL0637;                    North         East    Units  Estimated Accuracy
 LL0637;SPC CO N     -   402,390.      936,560.      MT  (+/- 180 meters Scaled)
 LL0637
 LL0637                          SUPERSEDED SURVEY CONTROL
 LL0637
 LL0637  NGVD 29 (??/??/??) 1597.636  (m)         5241.58   (f) ADJUSTED    1 2
 LL0637
 LL0637.Superseded values are not recommended for survey control.
 LL0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0637.See file dsdata.txt to determine how the superseded data were derived.
 LL0637
 LL0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE796513(NAD 83)
 LL0637_MARKER: DB = BENCH MARK DISK
 LL0637_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LL0637_STAMPING: A 329 1951
 LL0637_MARK LOGO: CGS   
 LL0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0637+STABILITY: SURFACE MOTION
 LL0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0637+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 LL0637
 LL0637  HISTORY     - Date     Condition        Report By
 LL0637  HISTORY     - 1951     MONUMENTED       CGS
 LL0637  HISTORY     - 1983     GOOD             NGS
 LL0637  HISTORY     - 1984     GOOD             NGS
 LL0637  HISTORY     - 19980914 GOOD             USPSQD
 LL0637  HISTORY     - 20010331 GOOD             NGS
 LL0637  HISTORY     - 20040223 GOOD             USPSQD
 LL0637  HISTORY     - 20050809 GOOD             USPSQD
 LL0637
 LL0637                          STATION DESCRIPTION
 LL0637
 LL0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0637'2 MI SE FROM LYONS.
 LL0637'1.95 MILES SOUTHEAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 LL0637'AT LYONS, 141 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 LL0637'19 FEET WEST OF THE CENTER LINE OF A ROAD LEADING SOUTH, SET
 LL0637'IN THE TOP OF THE NORTHWEST END OF THE NORTHWEST WINGWALL OF
 LL0637'A BRIDGE OVER ST. VRAIN CREEK.
 LL0637
 LL0637                          STATION RECOVERY (1983)
 LL0637
 LL0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0637'ADDITIONAL DESC: IT IS SET HORIZONTALLY AND FLUSH IN THE TOP OF THE
 LL0637'HEADWALL AND IN THE CENTER OF THE WALL. IT IS 54.2 M (178 FT) SOUTH
 LL0637'OF THE CENTER LINE OF THE HIGHWAY , 31.1 M (102 FT) SOUTH OF THE
 LL0637'RAILROAD TRACK AND 1.2 M (4 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 LL0637'BRIDGE HEADWALL.
 LL0637
 LL0637                          STATION RECOVERY (1984)
 LL0637
 LL0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0637'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  12.0 KM
 LL0637'(7.45 MI) WESTERLY ALONG STATE HIGHWAY 66 FROM ITS JUNCTION WITH U.S.
 LL0637'HIGHWAY 287 IN LONGMONT.
 LL0637
 LL0637                          STATION RECOVERY (1998)
 LL0637
 LL0637'RECOVERY NOTE BY US POWER SQUADRON 1998
 LL0637'RECOVERED IN GOOD CONDITION.
 LL0637
 LL0637                          STATION RECOVERY (2001)
 LL0637
 LL0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0637'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL0637
 LL0637                          STATION RECOVERY (2004)
 LL0637
 LL0637'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL0637'RECOVERED IN GOOD CONDITION.
 LL0637
 LL0637                          STATION RECOVERY (2005)
 LL0637
 LL0637'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 LL0637'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0287 ***********************************************************************
 HK0287  DESIGNATION -  A 33
 HK0287  PID         -  HK0287
 HK0287  STATE/COUNTY-  CO/ALAMOSA
 HK0287  USGS QUAD   -  ALAMOSA WEST (1966)
 HK0287
 HK0287                         *CURRENT SURVEY CONTROL
 HK0287  ___________________________________________________________________
 HK0287* NAD 83(1986)-  37 22 55.     (N)    105 54 57.     (W)     SCALED    
 HK0287* NAVD 88     -      2306.533  (meters)    7567.35   (feet)  POSTED    
 HK0287  ___________________________________________________________________
 HK0287  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 HK0287  DYNAMIC HT  -        2303.490 (meters)    7557.37  (feet)  COMP
 HK0287  MODELED GRAV-     979,229.8   (mgal)                       NAVD 88
 HK0287
 HK0287  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HK0287
 HK0287.The horizontal coordinates were scaled from a topographic map and have
 HK0287.an estimated accuracy of +/- 6 seconds.
 HK0287
 HK0287.The orthometric height was determined by differential leveling
 HK0287.and adjusted by the National Geodetic Survey in 1992..
 HK0287.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HK0287.rate of 1.1 thru 2.0 mm/km.
 HK0287
 HK0287.The geoid height was determined by GEOID03.
 HK0287
 HK0287.The dynamic height is computed by dividing the NAVD 88
 HK0287.geopotential number by the normal gravity value computed on the
 HK0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0287.degrees latitude (g = 980.6199 gals.).
 HK0287
 HK0287.The modeled gravity was interpolated from observed gravity values.
 HK0287
 HK0287;                    North         East    Units  Estimated Accuracy
 HK0287;SPC CO S     -   384,270.      877,580.      MT  (+/- 180 meters Scaled)
 HK0287
 HK0287                          SUPERSEDED SURVEY CONTROL
 HK0287
 HK0287  NGVD 29 (??/??/92) 2305.324  (m)         7563.38   (f) ADJ UNCH    1 2
 HK0287
 HK0287.Superseded values are not recommended for survey control.
 HK0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0287.See file dsdata.txt to determine how the superseded data were derived.
 HK0287
 HK0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB189376(NAD 83)
 HK0287_MARKER: DB = BENCH MARK DISK
 HK0287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HK0287_SP_SET: CULVERT
 HK0287_STAMPING: A 33 1933
 HK0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0287
 HK0287  HISTORY     - Date     Condition        Report By
 HK0287  HISTORY     - 1933     MONUMENTED       CGS
 HK0287  HISTORY     - 1934     GOOD             NGS
 HK0287  HISTORY     - 19980617 MARK NOT FOUND   USPSQD
 HK0287
 HK0287                          STATION DESCRIPTION
 HK0287
 HK0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HK0287'6.6 MI S FROM ALAMOSA.
 HK0287'6.6 MI S OF ALAMOSA, ALONG THE D AND R G W RR 1.3 MILES SOUTH
 HK0287'OF HENRY SIDING AND 10 POLES SOUTH OF M P 258. OPPOSITE BRIDGE
 HK0287'258.34 IN NORTH END OF EAST HEADWALL OF 10 X 5 HIGHWAY CONCRETE
 HK0287'CULVERT TO IRRIGATION CANAL 50 FT. WEST OF THE CENTERLINE OF
 HK0287'THE TRACKS.
 HK0287
 HK0287                          STATION RECOVERY (1998)
 HK0287
 HK0287'RECOVERY NOTE BY US POWER SQUADRON 1998
 HK0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0288 ***********************************************************************
 HK0288  DESIGNATION -  A 33 RESET
 HK0288  PID         -  HK0288
 HK0288  STATE/COUNTY-  CO/ALAMOSA
 HK0288  USGS QUAD   -  ALAMOSA WEST (1966)
 HK0288
 HK0288                         *CURRENT SURVEY CONTROL
 HK0288  ___________________________________________________________________
 HK0288* NAD 83(1986)-  37 22 56.     (N)    105 54 57.     (W)     SCALED    
 HK0288* NAVD 88     -      2305.63   (+/-2cm)    7564.4    (feet)  VERTCON   
 HK0288  ___________________________________________________________________
 HK0288  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 HK0288
 HK0288  VERT ORDER  -  THIRD (See Below)
 HK0288
 HK0288.The horizontal coordinates were scaled from a topographic map and have
 HK0288.an estimated accuracy of +/- 6 seconds.
 HK0288
 HK0288.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0288.The vertical order pertains to the NGVD 29 superseded value.
 HK0288
 HK0288.The geoid height was determined by GEOID03.
 HK0288
 HK0288;                    North         East    Units  Estimated Accuracy
 HK0288;SPC CO S     -   384,300.      877,580.      MT  (+/- 180 meters Scaled)
 HK0288
 HK0288                          SUPERSEDED SURVEY CONTROL
 HK0288
 HK0288  NGVD 29 (??/??/??) 2304.43   (m)         7560.5    (f) RESET       3  
 HK0288
 HK0288.Superseded values are not recommended for survey control.
 HK0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0288.See file dsdata.txt to determine how the superseded data were derived.
 HK0288
 HK0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB189376(NAD 83)
 HK0288_MARKER: DB = BENCH MARK DISK
 HK0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0288_STAMPING: A 33 RESET 1959
 HK0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0288+STABILITY: SURFACE MOTION
 HK0288
 HK0288  HISTORY     - Date     Condition        Report By
 HK0288  HISTORY     - 1959     MONUMENTED       CODH
 HK0288  HISTORY     - 1959     GOOD             NGS
 HK0288  HISTORY     - 1984     MARK NOT FOUND   NGS
 HK0288
 HK0288                          STATION DESCRIPTION
 HK0288
 HK0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 HK0288'6.6 MI S FROM ALAMOSA.
 HK0288'ABOUT 6.6 MILES SOUTH ALONG DENVER AND RIO GRANDE WESTERN
 HK0288'RAILROAD, ABOUT 1.3 MILES SOUTH OF A SIDING AT HENRY, ABOUT 1680
 HK0288'FEET SOUTH OF RAILROAD MILE POST 258, ABOUT 155 FEET NORTH OF THE
 HK0288'OUTLET OF A METAL HIGHWAY CULVERT, ABOUT 90 FEET SOUTH OF A POWER
 HK0288'POLE, 50 FEET WEST OF THE CENTERLINE OF RAILROAD AND 40 FEET EAST
 HK0288'OF THE CENTERLINE OF SH NO. 17, AND SET IN A 3 FT. 6 IN. CONCRETE
 HK0288'POST PROTRUDING 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 HK0288
 HK0288                          STATION RECOVERY (1984)
 HK0288
 HK0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0288'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0250 ***********************************************************************
 LL0250  DESIGNATION -  A 330
 LL0250  PID         -  LL0250
 LL0250  STATE/COUNTY-  CO/WELD
 LL0250  USGS QUAD   -  GOWANDA (1979)
 LL0250
 LL0250                         *CURRENT SURVEY CONTROL
 LL0250  ___________________________________________________________________
 LL0250* NAD 83(1986)-  40 12 15.     (N)    104 53 09.     (W)     SCALED    
 LL0250* NAVD 88     -      1462.531  (meters)    4798.32   (feet)  POSTED    
 LL0250  ___________________________________________________________________
 LL0250  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 LL0250  DYNAMIC HT  -        1461.240 (meters)    4794.08  (feet)  COMP
 LL0250  MODELED GRAV-     979,689.1   (mgal)                       NAVD 88
 LL0250
 LL0250  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0250
 LL0250.The horizontal coordinates were scaled from a topographic map and have
 LL0250.an estimated accuracy of +/- 6 seconds.
 LL0250
 LL0250.The orthometric height was determined by differential leveling
 LL0250.and adjusted by the National Geodetic Survey in 1992..
 LL0250.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0250.rate of 0.0 thru 1.0 mm/km.
 LL0250
 LL0250.The geoid height was determined by GEOID03.
 LL0250
 LL0250.The dynamic height is computed by dividing the NAVD 88
 LL0250.geopotential number by the normal gravity value computed on the
 LL0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0250.degrees latitude (g = 980.6199 gals.).
 LL0250
 LL0250.The modeled gravity was interpolated from observed gravity values.
 LL0250
 LL0250;                    North         East    Units  Estimated Accuracy
 LL0250;SPC CO N     -   401,670.      966,690.      MT  (+/- 180 meters Scaled)
 LL0250
 LL0250                          SUPERSEDED SURVEY CONTROL
 LL0250
 LL0250  NGVD 29 (??/??/92) 1461.622  (m)         4795.34   (f) ADJ UNCH    2 0
 LL0250
 LL0250.Superseded values are not recommended for survey control.
 LL0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0250.See file dsdata.txt to determine how the superseded data were derived.
 LL0250
 LL0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE097504(NAD 83)
 LL0250_MARKER: DB = BENCH MARK DISK
 LL0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0250_STAMPING: A 330 1951
 LL0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0250+STABILITY: SURFACE MOTION
 LL0250
 LL0250  HISTORY     - Date     Condition        Report By
 LL0250  HISTORY     - 1951     MONUMENTED       CGS
 LL0250  HISTORY     - 1977     MARK NOT FOUND   NGS
 LL0250  HISTORY     - 20040808 MARK NOT FOUND   USPSQD
 LL0250
 LL0250                          STATION DESCRIPTION
 LL0250
 LL0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0250'4.1 MI SW FROM PLATTEVILLE.
 LL0250'0.5 MILE SOUTH ALONG U.S.HIGHWAY 85 FROM THE POST OFFICE AT
 LL0250'PLATTEVILLE, THENCE 3.6 MILES WEST ALONG STATE HIGHWAY 66, 123 FEET
 LL0250'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 30 FEET WEST OF THE CENTER
 LL0250'LINE OF A NORTH AND SOUTH ROAD,93 FEET SOUTH OF A FENCE CORNER, 39
 LL0250'FEET NORTH OF A POWER POLE, 1 FOOT EAST OF A FENCE, 2 FEET NORTH OF
 LL0250'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LL0250'0.3 FOOT ABOVE THE GROUND.
 LL0250
 LL0250                          STATION RECOVERY (1977)
 LL0250
 LL0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LL0250'MARK NOT FOUND.
 LL0250
 LL0250                          STATION RECOVERY (2004)
 LL0250
 LL0250'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL0250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0111 ***********************************************************************
 LL0111  DESIGNATION -  A 331
 LL0111  PID         -  LL0111
 LL0111  STATE/COUNTY-  CO/WELD
 LL0111  USGS QUAD   -  SOUTH ROGGEN (1950)
 LL0111
 LL0111                         *CURRENT SURVEY CONTROL
 LL0111  ___________________________________________________________________
 LL0111* NAD 83(1986)-  40 04 24.     (N)    104 16 26.     (W)     SCALED    
 LL0111* NAVD 88     -      1485.570  (meters)    4873.91   (feet)  ADJUSTED  
 LL0111  ___________________________________________________________________
 LL0111  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 LL0111  DYNAMIC HT  -        1484.287 (meters)    4869.70  (feet)  COMP
 LL0111  MODELED GRAV-     979,710.2   (mgal)                       NAVD 88
 LL0111
 LL0111  VERT ORDER  -  SECOND    CLASS 0
 LL0111
 LL0111.The horizontal coordinates were scaled from a topographic map and have
 LL0111.an estimated accuracy of +/- 6 seconds.
 LL0111
 LL0111.The orthometric height was determined by differential leveling
 LL0111.and adjusted by the National Geodetic Survey in June 1991..
 LL0111
 LL0111.The geoid height was determined by GEOID03.
 LL0111
 LL0111.The dynamic height is computed by dividing the NAVD 88
 LL0111.geopotential number by the normal gravity value computed on the
 LL0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0111.degrees latitude (g = 980.6199 gals.).
 LL0111
 LL0111.The modeled gravity was interpolated from observed gravity values.
 LL0111
 LL0111;                    North         East    Units  Estimated Accuracy
 LL0111;SPC CO N     -   387,690.    1,018,990.      MT  (+/- 180 meters Scaled)
 LL0111
 LL0111                          SUPERSEDED SURVEY CONTROL
 LL0111
 LL0111  NGVD 29 (??/??/92) 1484.744  (m)         4871.20   (f) ADJ UNCH    2 0
 LL0111
 LL0111.Superseded values are not recommended for survey control.
 LL0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0111.See file dsdata.txt to determine how the superseded data were derived.
 LL0111
 LL0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE619361(NAD 83)
 LL0111_MARKER: DB = BENCH MARK DISK
 LL0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0111_STAMPING: A 331 1952
 LL0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0111+STABILITY: SURFACE MOTION
 LL0111
 LL0111  HISTORY     - Date     Condition        Report By
 LL0111  HISTORY     - 1952     MONUMENTED       CGS
 LL0111  HISTORY     - 1977     MARK NOT FOUND   NGS
 LL0111
 LL0111                          STATION DESCRIPTION
 LL0111
 LL0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0111'7.5 MI E FROM PROSPECT VALLEY.
 LL0111'7.5 MILES EAST ALONG STATE HIGHWAY 52 FROM ITS INTERSECTION WITH STATE
 LL0111'HIGHWAY 79 AT PROSPECT VALLEY, 158 FEET NORTH OF THE CENTER LINE OF
 LL0111'THE HIGHWAY, 122 FEET WEST OF THE NORTHWEST CORNER OF A FARMHOUSE,
 LL0111'65.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A MACHINE SHED, 3 FEET
 LL0111'SOUTHEAST OF A POWER POLE, 2.3 FEET NORTHEAST OF A TRANSFORMER
 LL0111'POLE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT
 LL0111'ABOVE THE GROUND.
 LL0111
 LL0111                          STATION RECOVERY (1977)
 LL0111
 LL0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LL0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0029 ***********************************************************************
 JJ0029  DESIGNATION -  A 332
 JJ0029  PID         -  JJ0029
 JJ0029  STATE/COUNTY-  CO/CHEYENNE
 JJ0029  USGS QUAD   -  ARAPAHOE SE (1969)
 JJ0029
 JJ0029                         *CURRENT SURVEY CONTROL
 JJ0029  ___________________________________________________________________
 JJ0029* NAD 83(1986)-  38 50 51.     (N)    102 07 00.     (W)     SCALED    
 JJ0029* NAVD 88     -      1210.795  (meters)    3972.42   (feet)  ADJUSTED  
 JJ0029  ___________________________________________________________________
 JJ0029  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 JJ0029  DYNAMIC HT  -        1209.715 (meters)    3968.87  (feet)  COMP
 JJ0029  MODELED GRAV-     979,694.5   (mgal)                       NAVD 88
 JJ0029
 JJ0029  VERT ORDER  -  FIRST     CLASS II
 JJ0029
 JJ0029.The horizontal coordinates were scaled from a topographic map and have
 JJ0029.an estimated accuracy of +/- 6 seconds.
 JJ0029
 JJ0029.The orthometric height was determined by differential leveling
 JJ0029.and adjusted by the National Geodetic Survey in June 1991..
 JJ0029
 JJ0029.The geoid height was determined by GEOID03.
 JJ0029
 JJ0029.The dynamic height is computed by dividing the NAVD 88
 JJ0029.geopotential number by the normal gravity value computed on the
 JJ0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0029.degrees latitude (g = 980.6199 gals.).
 JJ0029
 JJ0029.The modeled gravity was interpolated from observed gravity values.
 JJ0029
 JJ0029;                    North         East    Units  Estimated Accuracy
 JJ0029;SPC CO C     -   422,850.    1,208,030.      MT  (+/- 180 meters Scaled)
 JJ0029
 JJ0029                          SUPERSEDED SURVEY CONTROL
 JJ0029
 JJ0029  NGVD 29 (??/??/92) 1210.321  (m)         3970.86   (f) ADJ UNCH    1 2
 JJ0029
 JJ0029.Superseded values are not recommended for survey control.
 JJ0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0029.See file dsdata.txt to determine how the superseded data were derived.
 JJ0029
 JJ0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD502038(NAD 83)
 JJ0029_MARKER: DB = BENCH MARK DISK
 JJ0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0029_STAMPING: A 332 1952
 JJ0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0029+STABILITY: SURFACE MOTION
 JJ0029
 JJ0029  HISTORY     - Date     Condition        Report By
 JJ0029  HISTORY     - 1952     MONUMENTED       CGS
 JJ0029
 JJ0029                          STATION DESCRIPTION
 JJ0029
 JJ0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JJ0029'3.5 MI E FROM ARAPAHOE.
 JJ0029'3.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE HARMACK
 JJ0029'GRAIN COMPANY ELEVATOR AT ARAPAHOE, 0.45 MILE WEST OF A PRIVATE ROAD
 JJ0029'CROSSING, 173 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 40,
 JJ0029'51.5 FEET SOUTH OF THE SOUTH RAIL, 7.8 FEET NORTH OF A TELEPHONE
 JJ0029'POLE, 2.3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 JJ0029'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1194 ***********************************************************************
 KK1194  DESIGNATION -  A 336
 KK1194  PID         -  KK1194
 KK1194  STATE/COUNTY-  CO/GILPIN
 KK1194  USGS QUAD   -  NEDERLAND (1972)
 KK1194
 KK1194                         *CURRENT SURVEY CONTROL
 KK1194  ___________________________________________________________________
 KK1194* NAD 83(1986)-  39 55 19.     (N)    105 36 26.     (W)     SCALED    
 KK1194* NAVD 88     -      3025.537  (meters)    9926.28   (feet)  ADJUSTED  
 KK1194  ___________________________________________________________________
 KK1194  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 KK1194  DYNAMIC HT  -        3021.934 (meters)    9914.46  (feet)  COMP
 KK1194  MODELED GRAV-     979,323.9   (mgal)                       NAVD 88
 KK1194
 KK1194  VERT ORDER  -  SECOND    CLASS 0
 KK1194
 KK1194.The horizontal coordinates were scaled from a topographic map and have
 KK1194.an estimated accuracy of +/- 6 seconds.
 KK1194
 KK1194.The orthometric height was determined by differential leveling
 KK1194.and adjusted by the National Geodetic Survey in June 1991..
 KK1194
 KK1194.The geoid height was determined by GEOID03.
 KK1194
 KK1194.The dynamic height is computed by dividing the NAVD 88
 KK1194.geopotential number by the normal gravity value computed on the
 KK1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1194.degrees latitude (g = 980.6199 gals.).
 KK1194
 KK1194.The modeled gravity was interpolated from observed gravity values.
 KK1194
 KK1194;                    North         East    Units  Estimated Accuracy
 KK1194;SPC CO N     -   370,160.      905,240.      MT  (+/- 180 meters Scaled)
 KK1194
 KK1194                          SUPERSEDED SURVEY CONTROL
 KK1194
 KK1194  NGVD 29 (??/??/92) 3024.014  (m)         9921.29   (f) ADJ UNCH    2 0
 KK1194
 KK1194.Superseded values are not recommended for survey control.
 KK1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1194.See file dsdata.txt to determine how the superseded data were derived.
 KK1194
 KK1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE481192(NAD 83)
 KK1194_MARKER: DB = BENCH MARK DISK
 KK1194_SETTING: 80 = SET IN A BOULDER
 KK1194_STAMPING: A 336 1952
 KK1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1194+STABILITY: SURFACE MOTION
 KK1194
 KK1194  HISTORY     - Date     Condition        Report By
 KK1194  HISTORY     - 1952     MONUMENTED       CGS
 KK1194  HISTORY     - 1972     GOOD             USGS
 KK1194
 KK1194                          STATION DESCRIPTION
 KK1194
 KK1194'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KK1194'2.4 MI W FROM TOLLAND.
 KK1194'TOLLAND--GARAGE WITH TOLLAND AND ELEVATION ON THE NORTH SIDE
 KK1194'OF THE ROAD, 2.4 M. TO ROLLINS PASS RD. THENCE 4.95 M. UP THE
 KK1194'ROLLINS PASS ROAD.  A STANDARD DISK STAMPED A 336 1952 SET IN
 KK1194'THE TOP OF A GRANITE BOULDER 5 FEET ABOVE THE GROUND AND ROAD,
 KK1194'28 FEET SOUTH OF THE CENTER OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0304 ***********************************************************************
 KK0304  DESIGNATION -  A 337
 KK0304  PID         -  KK0304
 KK0304  STATE/COUNTY-  CO/ELBERT
 KK0304  USGS QUAD   -  RUSSELLVILLE GULCH (1994)
 KK0304
 KK0304                         *CURRENT SURVEY CONTROL
 KK0304  ___________________________________________________________________
 KK0304* NAD 83(1986)-  39 21 42.     (N)    104 39 45.     (W)     SCALED    
 KK0304* NAVD 88     -      2033.161  (meters)    6670.46   (feet)  POSTED    
 KK0304  ___________________________________________________________________
 KK0304  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 KK0304  DYNAMIC HT  -        2031.040 (meters)    6663.50  (feet)  COMP
 KK0304  MODELED GRAV-     979,511.8   (mgal)                       NAVD 88
 KK0304
 KK0304  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0304
 KK0304.The horizontal coordinates were scaled from a topographic map and have
 KK0304.an estimated accuracy of +/- 6 seconds.
 KK0304
 KK0304.The orthometric height was determined by differential leveling
 KK0304.and adjusted by the National Geodetic Survey in 1992..
 KK0304.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0304.rate of 1.1 thru 2.0 mm/km.
 KK0304
 KK0304.The geoid height was determined by GEOID03.
 KK0304
 KK0304.The dynamic height is computed by dividing the NAVD 88
 KK0304.geopotential number by the normal gravity value computed on the
 KK0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0304.degrees latitude (g = 980.6199 gals.).
 KK0304
 KK0304.The modeled gravity was interpolated from observed gravity values.
 KK0304
 KK0304;                    North         East    Units  Estimated Accuracy
 KK0304;SPC CO C     -   474,790.      986,580.      MT  (+/- 180 meters Scaled)
 KK0304
 KK0304                          SUPERSEDED SURVEY CONTROL
 KK0304
 KK0304  NGVD 29 (??/??/92) 2032.143  (m)         6667.12   (f) ADJ UNCH    2 0
 KK0304
 KK0304.Superseded values are not recommended for survey control.
 KK0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0304.See file dsdata.txt to determine how the superseded data were derived.
 KK0304
 KK0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED290569(NAD 83)
 KK0304_MARKER: DB = BENCH MARK DISK
 KK0304_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0304_SP_SET: CATTLE UNDERPASS
 KK0304_STAMPING: A 337 1952
 KK0304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0304
 KK0304  HISTORY     - Date     Condition        Report By
 KK0304  HISTORY     - 1952     MONUMENTED       CGS
 KK0304  HISTORY     - 19910524 MARK NOT FOUND   USGS
 KK0304
 KK0304                          STATION DESCRIPTION
 KK0304
 KK0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0304'3.5 MI W FROM ELIZABETH.
 KK0304'3.5 MILES WEST ALONG STATE HIGHWAY 86 FROM THE JONES MOTOR COMPANY
 KK0304'BUILDING AT ELIZABETH, 0.1 MILE WEST OF A RANCH ROAD LEADING SOUTH,
 KK0304'49 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 0.15 MILE EAST OF
 KK0304'THE DOUGLAS AND ELBERT COUNTY LINE, SET IN THE TOP OF THE EAST END
 KK0304'OF THE SOUTH CONCRETE HEADWALL OF A CATTLE UNDERPASS.
 KK0304
 KK0304                          STATION RECOVERY (1991)
 KK0304
 KK0304'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 KK0304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0343 ***********************************************************************
 JK0343  DESIGNATION -  A 338
 JK0343  PID         -  JK0343
 JK0343  STATE/COUNTY-  CO/TELLER
 JK0343  USGS QUAD   -  BIG BULL MOUNTAIN (1994)
 JK0343
 JK0343                         *CURRENT SURVEY CONTROL
 JK0343  ___________________________________________________________________
 JK0343* NAD 83(1986)-  38 44 17.     (N)    105 07 25.     (W)     SCALED    
 JK0343* NAVD 88     -      3099.138  (meters)   10167.76   (feet)  ADJUSTED  
 JK0343  ___________________________________________________________________
 JK0343  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 JK0343  DYNAMIC HT  -        3095.120 (meters)   10154.57  (feet)  COMP
 JK0343  MODELED GRAV-     979,217.2   (mgal)                       NAVD 88
 JK0343
 JK0343  VERT ORDER  -  SECOND    CLASS 0
 JK0343
 JK0343.The horizontal coordinates were scaled from a topographic map and have
 JK0343.an estimated accuracy of +/- 6 seconds.
 JK0343
 JK0343.The orthometric height was determined by differential leveling
 JK0343.and adjusted by the National Geodetic Survey in June 1991..
 JK0343
 JK0343.The geoid height was determined by GEOID03.
 JK0343
 JK0343.The dynamic height is computed by dividing the NAVD 88
 JK0343.geopotential number by the normal gravity value computed on the
 JK0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0343.degrees latitude (g = 980.6199 gals.).
 JK0343
 JK0343.The modeled gravity was interpolated from observed gravity values.
 JK0343
 JK0343;                    North         East    Units  Estimated Accuracy
 JK0343;SPC CO C     -   405,300.      947,130.      MT  (+/- 180 meters Scaled)
 JK0343
 JK0343                          SUPERSEDED SURVEY CONTROL
 JK0343
 JK0343  NGVD 29 (??/??/92) 3097.660  (m)        10162.91   (f) ADJ UNCH    2 0
 JK0343
 JK0343.Superseded values are not recommended for survey control.
 JK0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0343.See file dsdata.txt to determine how the superseded data were derived.
 JK0343
 JK0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC892877(NAD 83)
 JK0343_MARKER: DB = BENCH MARK DISK
 JK0343_SETTING: 80 = SET IN A BOULDER
 JK0343_SP_SET: BOULDER
 JK0343_STAMPING: A 338 1952
 JK0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0343+STABILITY: SURFACE MOTION
 JK0343
 JK0343  HISTORY     - Date     Condition        Report By
 JK0343  HISTORY     - 1952     MONUMENTED       CGS
 JK0343  HISTORY     - 1954     GOOD             NGS
 JK0343
 JK0343                          STATION DESCRIPTION
 JK0343
 JK0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JK0343'2.4 MI N FROM VICTOR.
 JK0343'0.3 MILE NORTH ALONG HIGHWAY 67 FROM THE GRADE SCHOOL AT VICTOR,
 JK0343'THENCE 2.1 MILES NORTH ALONG STATE HIGHWAY 268, 330 FEET SOUTHEAST
 JK0343'OF THE CROSSING OF A TELEPHONE LINE, 96 FEET NORTHWEST OF THE CENTER
 JK0343'LINE OF A TRACK ROAD LEADING SOUTH, 25 FEET SOUTHWEST OF THE CENTER
 JK0343'LINE OF THE HIGHWAY, 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN
 JK0343'THE TOP OF THE CENTER OF A 3X4 FOOT GRANITE BOULDER.
 JK0343
 JK0343                          STATION RECOVERY (1954)
 JK0343
 JK0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JK0343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0221 ***********************************************************************
 KL0221  DESIGNATION -  A 339
 KL0221  PID         -  KL0221
 KL0221  STATE/COUNTY-  CO/CHAFFEE
 KL0221  USGS QUAD   -  GRANITE (1982)
 KL0221
 KL0221                         *CURRENT SURVEY CONTROL
 KL0221  ___________________________________________________________________
 KL0221* NAD 83(1986)-  39 03 11.     (N)    106 16 11.     (W)     SCALED    
 KL0221* NAVD 88     -      2731.683  (meters)    8962.20   (feet)  ADJUSTED  
 KL0221  ___________________________________________________________________
 KL0221  GEOID HEIGHT-         -13.32  (meters)                     GEOID03
 KL0221  DYNAMIC HT  -        2728.127 (meters)    8950.53  (feet)  COMP
 KL0221  MODELED GRAV-     979,227.7   (mgal)                       NAVD 88
 KL0221
 KL0221  VERT ORDER  -  FIRST     CLASS II
 KL0221
 KL0221.The horizontal coordinates were scaled from a topographic map and have
 KL0221.an estimated accuracy of +/- 6 seconds.
 KL0221
 KL0221.The orthometric height was determined by differential leveling
 KL0221.and adjusted by the National Geodetic Survey in June 1991..
 KL0221
 KL0221.The geoid height was determined by GEOID03.
 KL0221
 KL0221.The dynamic height is computed by dividing the NAVD 88
 KL0221.geopotential number by the normal gravity value computed on the
 KL0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0221.degrees latitude (g = 980.6199 gals.).
 KL0221
 KL0221.The modeled gravity was interpolated from observed gravity values.
 KL0221
 KL0221;                    North         East    Units  Estimated Accuracy
 KL0221;SPC CO C     -   440,480.      847,780.      MT  (+/- 180 meters Scaled)
 KL0221
 KL0221                          SUPERSEDED SURVEY CONTROL
 KL0221
 KL0221  NGVD 29 (??/??/92) 2729.996  (m)         8956.66   (f) ADJ UNCH    1 2
 KL0221
 KL0221.Superseded values are not recommended for survey control.
 KL0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0221.See file dsdata.txt to determine how the superseded data were derived.
 KL0221
 KL0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD901234(NAD 83)
 KL0221_MARKER: DB = BENCH MARK DISK
 KL0221_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KL0221_SP_SET: ABUTMENT
 KL0221_STAMPING: A 339 1953
 KL0221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0221
 KL0221  HISTORY     - Date     Condition        Report By
 KL0221  HISTORY     - 1953     MONUMENTED       CGS
 KL0221
 KL0221                          STATION DESCRIPTION
 KL0221
 KL0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KL0221'0.8 MI NW FROM YALE.
 KL0221'0.8 MILE NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KL0221'FROM THE STATION AT YALE, 2 POLES NORTHWEST OF A RAILROAD WATER TANK,
 KL0221'5.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 0.2 MILE SOUTHEAST OF THE
 KL0221'LAKE AND CHAFFEE COUNTY LINE, SET IN THE TOP OF THE SOUTHWEST END OF
 KL0221'THE SOUTHEAST CONCRETE ABUTMENT OF BRIDGE 258.09 OVER LOW PASS CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0379 ***********************************************************************
 HK0379  DESIGNATION -  A 34
 HK0379  PID         -  HK0379
 HK0379  STATE/COUNTY-  CO/SAGUACHE
 HK0379  USGS QUAD   -  MOFFAT SOUTH (1968)
 HK0379
 HK0379                         *CURRENT SURVEY CONTROL
 HK0379  ___________________________________________________________________
 HK0379* NAD 83(1992)-  37 55 09.14881(N)    105 53 55.96395(W)     ADJUSTED  
 HK0379* NAVD 88     -      2300.284  (meters)    7546.85   (feet)  ADJUSTED  
 HK0379  ___________________________________________________________________
 HK0379  X           -  -1,380,590.417 (meters)                     COMP
 HK0379  Y           -  -4,846,960.276 (meters)                     COMP
 HK0379  Z           -   3,899,777.387 (meters)                     COMP
 HK0379  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 HK0379  ELLIP HEIGHT-        2284.35  (meters)          (12/03/02) GPS OBS
 HK0379  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 HK0379  DYNAMIC HT  -        2297.394 (meters)    7537.37  (feet)  COMP
 HK0379  MODELED GRAV-     979,290.4   (mgal)                       NAVD 88
 HK0379
 HK0379  HORZ ORDER  -  FIRST
 HK0379  VERT ORDER  -  FIRST     CLASS II
 HK0379  ELLP ORDER  -  FOURTH    CLASS II
 HK0379
 HK0379.The horizontal coordinates were established by GPS observations
 HK0379.and adjusted by the National Geodetic Survey in August 2000..
 HK0379
 HK0379.The orthometric height was determined by differential leveling
 HK0379.and adjusted by the National Geodetic Survey in June 1991..
 HK0379
 HK0379.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HK0379
 HK0379.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0379
 HK0379.The ellipsoidal height was determined by GPS observations
 HK0379.and is referenced to NAD 83.
 HK0379
 HK0379.The geoid height was determined by GEOID03.
 HK0379
 HK0379.The dynamic height is computed by dividing the NAVD 88
 HK0379.geopotential number by the normal gravity value computed on the
 HK0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0379.degrees latitude (g = 980.6199 gals.).
 HK0379
 HK0379.The modeled gravity was interpolated from observed gravity values.
 HK0379
 HK0379;                    North         East     Units Scale Factor Converg.
 HK0379;SPC CO S     -   443,887.782   879,330.898   MT  0.99994650   -0 14 40.8
 HK0379;SPC CO S     - 1,456,321.83  2,884,938.12   sFT  0.99994650   -0 14 40.8
 HK0379;UTM  13      - 4,197,231.922   420,993.533   MT  0.99967688   -0 33 08.8
 HK0379
 HK0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0379!SPC CO S     -   0.99964168  x   0.99994650  =   0.99958820
 HK0379!UTM  13      -   0.99964168  x   0.99967688  =   0.99931867
 HK0379
 HK0379                          SUPERSEDED SURVEY CONTROL
 HK0379
 HK0379  ELLIP H (08/03/00) 2284.34   (m)                       GP(       ) 4 2
 HK0379  NAVD 88 (08/03/00) 2300.28   (m)         7546.8    (f) LEVELING    3  
 HK0379  NGVD 29 (??/??/92) 2299.240  (m)         7543.42   (f) ADJ UNCH    1 2
 HK0379
 HK0379.Superseded values are not recommended for survey control.
 HK0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0379.See file dsdata.txt to determine how the superseded data were derived.
 HK0379
 HK0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB2099497232(NAD 83)
 HK0379_MARKER: DB = BENCH MARK DISK
 HK0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0379_STAMPING: A 34 1933 7543.423
 HK0379_MARK LOGO: CGS   
 HK0379_PROJECTION: PROJECTING 10 CENTIMETERS
 HK0379_MAGNETIC: N = NO MAGNETIC MATERIAL
 HK0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0379+STABILITY: SURFACE MOTION
 HK0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HK0379+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1999
 HK0379
 HK0379  HISTORY     - Date     Condition        Report By
 HK0379  HISTORY     - 1933     MONUMENTED       CGS
 HK0379  HISTORY     - 1967     GOOD             USGS
 HK0379  HISTORY     - 1985     GOOD             NGS
 HK0379  HISTORY     - 19990406 GOOD             MSAM
 HK0379
 HK0379                          STATION DESCRIPTION
 HK0379
 HK0379'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 HK0379'5.6 MI S FROM MOFFAT.
 HK0379'THIS BENCH MARK MAY BE REACHED BY GOING SOUTH ALONG STATE HIGHWAY
 HK0379'17, FROM MOFFAT, IN SAGUACHE COUNTY, 5.6 MILES, 190 FEET EAST OF
 HK0379'THE CENTER LINE OF THE HIGHWAY, 55 FEET SOUTH OF THE CENTER LINE
 HK0379'OF A  T-RD. EAST, A CONCRETE POST, AND STANDARD DISK STAMPED A
 HK0379'34, 1933, 7543.423.
 HK0379
 HK0379                          STATION RECOVERY (1985)
 HK0379
 HK0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HK0379'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  8.9 KM (5.55
 HK0379'MI) SOUTHERLY ALONG STATE HIGHWAY 17 FROM THE POST OFFICE IN MOFFAT,
 HK0379'110.0 M (360.9 FT) SOUTHEAST OF MILEPOST 100, 57.5 M (188.6 FT) EAST
 HK0379'OF THE CENTERLINE OF THE HIGHWAY, 23.3 M (76.4 FT) WEST OF A FENCE
 HK0379'CORNER, 17.5 M (57.4 FT) SOUTH OF THE CENTER OF A DIRT ROAD LEADING
 HK0379'EAST, AND 11.1 M (36.4 FT) WEST OF THE CENTER OF A TRACK ROAD.
 HK0379'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 HK0379'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 HK0379
 HK0379                          STATION RECOVERY (1999)
 HK0379
 HK0379'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 HK0379'RECOVERED AS DESCRIBED, ADD TO DESCRITION, THE STATION IS IN SECTION
 HK0379'5, TOWNSHIP 42 NORTH, RANGE 10 EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0007 ***********************************************************************
 JL0007  DESIGNATION -  A 340
 JL0007  PID         -  JL0007
 JL0007  STATE/COUNTY-  CO/CHAFFEE
 JL0007  USGS QUAD   -  SALIDA WEST (1994)
 JL0007
 JL0007                         *CURRENT SURVEY CONTROL
 JL0007  ___________________________________________________________________
 JL0007* NAD 83(1986)-  38 36 44.     (N)    106 03 36.     (W)     SCALED    
 JL0007* NAVD 88     -      2229.192  (meters)    7313.61   (feet)  ADJUSTED  
 JL0007  ___________________________________________________________________
 JL0007  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 JL0007  DYNAMIC HT  -        2226.458 (meters)    7304.64  (feet)  COMP
 JL0007  MODELED GRAV-     979,322.6   (mgal)                       NAVD 88
 JL0007
 JL0007  VERT ORDER  -  FIRST     CLASS II
 JL0007
 JL0007.The horizontal coordinates were scaled from a topographic map and have
 JL0007.an estimated accuracy of +/- 6 seconds.
 JL0007
 JL0007.The orthometric height was determined by differential leveling
 JL0007.and adjusted by the National Geodetic Survey in June 1991..
 JL0007
 JL0007.The geoid height was determined by GEOID03.
 JL0007
 JL0007.The dynamic height is computed by dividing the NAVD 88
 JL0007.geopotential number by the normal gravity value computed on the
 JL0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0007.degrees latitude (g = 980.6199 gals.).
 JL0007
 JL0007.The modeled gravity was interpolated from observed gravity values.
 JL0007
 JL0007;                    North         East    Units  Estimated Accuracy
 JL0007;SPC CO C     -   391,410.      865,630.      MT  (+/- 180 meters Scaled)
 JL0007
 JL0007                          SUPERSEDED SURVEY CONTROL
 JL0007
 JL0007  NGVD 29 (??/??/92) 2227.723  (m)         7308.79   (f) ADJ UNCH    1 2
 JL0007
 JL0007.Superseded values are not recommended for survey control.
 JL0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0007.See file dsdata.txt to determine how the superseded data were derived.
 JL0007
 JL0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC077742(NAD 83)
 JL0007_MARKER: DB = BENCH MARK DISK
 JL0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0007_STAMPING: A 340 1953
 JL0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0007+STABILITY: SURFACE MOTION
 JL0007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0007+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2004
 JL0007
 JL0007  HISTORY     - Date     Condition        Report By
 JL0007  HISTORY     - 1953     MONUMENTED       CGS
 JL0007  HISTORY     - 1984     GOOD             NGS
 JL0007  HISTORY     - 20040904 GOOD             GEOCAC
 JL0007
 JL0007                          STATION DESCRIPTION
 JL0007
 JL0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JL0007'6.9 MI NW FROM SALIDA.
 JL0007'6.9 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0007'FROM THE STATION AT SALIDA, 0.15 MILE SOUTH OF THE SECTION HOUSE AT
 JL0007'BROWN CANYON, 73 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, 144.4
 JL0007'FEET NORTHWEST OF MILEPOST 222, 96 FEET WEST OF THE WEST RAIL OF THE
 JL0007'MAIN TRACK, 39 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CATTLE
 JL0007'GUARD, 1.5 FEET EAST OF A FENCE, 1.8 FEET NORTH OF A WITNESS POST, SET
 JL0007'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 JL0007'GROUND.
 JL0007
 JL0007                          STATION RECOVERY (1984)
 JL0007
 JL0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0007'RECOVERED IN GOOD CONDITION.
 JL0007
 JL0007                          STATION RECOVERY (2004)
 JL0007
 JL0007'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 JL0007'ACCESS ON CAFFEE COUNTY ROAD 191 TO STONE BRIDGE. CROSS BRIDGE ONTO
 JL0007'PRIVATE PROPERTY. RECOVERED IN GOOD CONDITION AS DESCRIBED. IRRIGATION
 JL0007'DITCH NEARBY BUT MARK BETWEEN DITCH AND RAILROAD. NO FENCE.  HANDHELD
 JL0007'GPS COORDINATES N38 36 44.3, W106 03 35.6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0573 ***********************************************************************
 JK0573  DESIGNATION -  A 341
 JK0573  PID         -  JK0573
 JK0573  STATE/COUNTY-  CO/FREMONT
 JK0573  USGS QUAD   -  ECHO (1980)
 JK0573
 JK0573                         *CURRENT SURVEY CONTROL
 JK0573  ___________________________________________________________________
 JK0573* NAD 83(1986)-  38 24 44.     (N)    105 35 55.     (W)     SCALED    
 JK0573* NAVD 88     -      1895.025  (meters)    6217.26   (feet)  ADJUSTED  
 JK0573  ___________________________________________________________________
 JK0573  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 JK0573  DYNAMIC HT  -        1892.852 (meters)    6210.13  (feet)  COMP
 JK0573  MODELED GRAV-     979,415.0   (mgal)                       NAVD 88
 JK0573
 JK0573  VERT ORDER  -  FIRST     CLASS II
 JK0573
 JK0573.The horizontal coordinates were scaled from a topographic map and have
 JK0573.an estimated accuracy of +/- 6 seconds.
 JK0573
 JK0573.The orthometric height was determined by differential leveling
 JK0573.and adjusted by the National Geodetic Survey in June 1991..
 JK0573
 JK0573.The geoid height was determined by GEOID03.
 JK0573
 JK0573.The dynamic height is computed by dividing the NAVD 88
 JK0573.geopotential number by the normal gravity value computed on the
 JK0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0573.degrees latitude (g = 980.6199 gals.).
 JK0573
 JK0573.The modeled gravity was interpolated from observed gravity values.
 JK0573
 JK0573;                    North         East    Units  Estimated Accuracy
 JK0573;SPC CO C     -   369,070.      905,790.      MT  (+/- 180 meters Scaled)
 JK0573
 JK0573                          SUPERSEDED SURVEY CONTROL
 JK0573
 JK0573  NGVD 29 (??/??/92) 1893.808  (m)         6213.27   (f) ADJ UNCH    1 2
 JK0573
 JK0573.Superseded values are not recommended for survey control.
 JK0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0573.See file dsdata.txt to determine how the superseded data were derived.
 JK0573
 JK0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC477517(NAD 83)
 JK0573_MARKER: DB = BENCH MARK DISK
 JK0573_SETTING: 80 = SET IN A BOULDER
 JK0573_SP_SET: BOULDER
 JK0573_STAMPING: A 341 1953
 JK0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0573+STABILITY: SURFACE MOTION
 JK0573
 JK0573  HISTORY     - Date     Condition        Report By
 JK0573  HISTORY     - 1953     MONUMENTED       CGS
 JK0573  HISTORY     - 1979     GOOD             USGS
 JK0573
 JK0573                          STATION DESCRIPTION
 JK0573
 JK0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0573'1 MI W FROM TEXAS CREEK.
 JK0573'0.95 MILE WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0573'FROM THE STATION AT TEXAS CREEK, 0.2 MILE WEST OF A ROAD CROSSING,
 JK0573'11 RAILS WEST OF MILEPOST 185, 3 1/2 RAILS WEST OF SEMAPHORE 185.2, 65
 JK0573'FEET NORTH OF THE NORTH RAIL, 33 FEET NORTH OF A FENCE, 3 FEET ABOVE
 JK0573'THE GROUND, 7 FEET ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF A 4X6
 JK0573'FOOT GRANITE BOULDER.
 JK0573
 JK0573                          STATION RECOVERY (1979)
 JK0573
 JK0573'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JK0573'0.95 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JK0573'TEXAS CREEK, 11 RAILS WEST OF MILEPOST 185, 3 1/2 RAILS WEST OF
 JK0573'SEMAPHORE 185.2, 65 FEET NORTH OF THE NORTH RAIL, 33 FEET NORTH OF A
 JK0573'FENCE, 3 FEET ABOVE THE GROUND, 7 FEET ABOVE THE TOP OF THE RAILS,
 JK0573'SET IN THE TOP OF A 4 X 6 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0479 ***********************************************************************
 JK0479  DESIGNATION -  A 342
 JK0479  PID         -  JK0479
 JK0479  STATE/COUNTY-  CO/FREMONT
 JK0479  USGS QUAD   -  FLORENCE (1975)
 JK0479
 JK0479                         *CURRENT SURVEY CONTROL
 JK0479  ___________________________________________________________________
 JK0479* NAD 83(1986)-  38 23 39.     (N)    105 02 10.     (W)     SCALED    
 JK0479* NAVD 88     -      1545.786  (meters)    5071.47   (feet)  ADJUSTED  
 JK0479  ___________________________________________________________________
 JK0479  GEOID HEIGHT-         -17.28  (meters)                     GEOID03
 JK0479  DYNAMIC HT  -        1544.127 (meters)    5066.02  (feet)  COMP
 JK0479  MODELED GRAV-     979,502.4   (mgal)                       NAVD 88
 JK0479
 JK0479  VERT ORDER  -  FIRST     CLASS II
 JK0479
 JK0479.The horizontal coordinates were scaled from a topographic map and have
 JK0479.an estimated accuracy of +/- 6 seconds.
 JK0479
 JK0479.The orthometric height was determined by differential leveling
 JK0479.and adjusted by the National Geodetic Survey in June 1991..
 JK0479
 JK0479.The geoid height was determined by GEOID03.
 JK0479
 JK0479.The dynamic height is computed by dividing the NAVD 88
 JK0479.geopotential number by the normal gravity value computed on the
 JK0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0479.degrees latitude (g = 980.6199 gals.).
 JK0479
 JK0479.The modeled gravity was interpolated from observed gravity values.
 JK0479
 JK0479;                    North         East    Units  Estimated Accuracy
 JK0479;SPC CO C     -   367,160.      954,930.      MT  (+/- 180 meters Scaled)
 JK0479
 JK0479                          SUPERSEDED SURVEY CONTROL
 JK0479
 JK0479  NGVD 29 (??/??/92) 1544.829  (m)         5068.33   (f) ADJ UNCH    1 2
 JK0479
 JK0479.Superseded values are not recommended for survey control.
 JK0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0479.See file dsdata.txt to determine how the superseded data were derived.
 JK0479
 JK0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC968495(NAD 83)
 JK0479_MARKER: DB = BENCH MARK DISK
 JK0479_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JK0479_SP_SET: CULVERT
 JK0479_STAMPING: A 342 1953
 JK0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK0479
 JK0479  HISTORY     - Date     Condition        Report By
 JK0479  HISTORY     - 1953     MONUMENTED       CGS
 JK0479  HISTORY     - 1984     MARK NOT FOUND   NGS
 JK0479
 JK0479                          STATION DESCRIPTION
 JK0479
 JK0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0479'1.1 MI W FROM PORTLAND.
 JK0479'1.1 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0479'FROM THE STATION AT PORTLAND, 0.1 MILE EAST OF MILEPOST 174, 109
 JK0479'FEET WEST OF A GROVE OF COTTONWOOD TREES, 72.2 FEET SOUTH OF THE
 JK0479'SOUTH RAIL OF THE MAIN TRACK, 52 FEET SOUTH OF A TELEPHONE POLE,
 JK0479'3 FEET ABOVE THE GROUND, 8 FEET ABOVE THE TOP OF THE RAILS, SET IN
 JK0479'THE TOP OF THE NORTH CONCRETE RETAINING WALL OF AN IRRIGATION
 JK0479'SIPHON, 9 FEET EAST OF THE CONCRETE HEADWALL OF THE SIPHON.
 JK0479
 JK0479                          STATION RECOVERY (1984)
 JK0479
 JK0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0103 ***********************************************************************
 JK0103  DESIGNATION -  A 343
 JK0103  PID         -  JK0103
 JK0103  STATE/COUNTY-  CO/PUEBLO
 JK0103  USGS QUAD   -  HOBSON (1982)
 JK0103
 JK0103                         *CURRENT SURVEY CONTROL
 JK0103  ___________________________________________________________________
 JK0103* NAD 83(1986)-  38 19 24.     (N)    104 54 10.     (W)     SCALED    
 JK0103* NAVD 88     -      1499.198  (meters)    4918.62   (feet)  ADJUSTED  
 JK0103  ___________________________________________________________________
 JK0103  GEOID HEIGHT-         -17.92  (meters)                     GEOID03
 JK0103  DYNAMIC HT  -        1497.612 (meters)    4913.42  (feet)  COMP
 JK0103  MODELED GRAV-     979,518.7   (mgal)                       NAVD 88
 JK0103
 JK0103  VERT ORDER  -  FIRST     CLASS II
 JK0103
 JK0103.The horizontal coordinates were scaled from a topographic map and have
 JK0103.an estimated accuracy of +/- 6 seconds.
 JK0103
 JK0103.The orthometric height was determined by differential leveling
 JK0103.and adjusted by the National Geodetic Survey in June 1991..
 JK0103
 JK0103.The geoid height was determined by GEOID03.
 JK0103
 JK0103.The dynamic height is computed by dividing the NAVD 88
 JK0103.geopotential number by the normal gravity value computed on the
 JK0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0103.degrees latitude (g = 980.6199 gals.).
 JK0103
 JK0103.The modeled gravity was interpolated from observed gravity values.
 JK0103
 JK0103;                    North         East    Units  Estimated Accuracy
 JK0103;SPC CO S     -   488,840.      966,630.      MT  (+/- 180 meters Scaled)
 JK0103
 JK0103                          SUPERSEDED SURVEY CONTROL
 JK0103
 JK0103  NGVD 29 (??/??/92) 1498.285  (m)         4915.62   (f) ADJ UNCH    1 2
 JK0103
 JK0103.Superseded values are not recommended for survey control.
 JK0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0103.See file dsdata.txt to determine how the superseded data were derived.
 JK0103
 JK0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC084416(NAD 83)
 JK0103_MARKER: DB = BENCH MARK DISK
 JK0103_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JK0103_SP_SET: BRIDGE
 JK0103_STAMPING: A 343 1953
 JK0103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0103
 JK0103  HISTORY     - Date     Condition        Report By
 JK0103  HISTORY     - 1953     MONUMENTED       CGS
 JK0103
 JK0103                          STATION DESCRIPTION
 JK0103
 JK0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0103'18.4 MI W FROM PUEBLO.
 JK0103'18.4 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0103'FROM THE STATION AT PUEBLO, 0.5 MILE WEST OF MILEPOST 137, 6 FEET
 JK0103'NORTH OF THE NORTH RAIL, SET IN THE TOP OF THE NORTH END OF THE
 JK0103'WEST CONCRETE ABUTMENT OF BRIDGE 137.50.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0171 ***********************************************************************
 JK0171  DESIGNATION -  A 347
 JK0171  PID         -  JK0171
 JK0171  STATE/COUNTY-  CO/EL PASO
 JK0171  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK0171
 JK0171                         *CURRENT SURVEY CONTROL
 JK0171  ___________________________________________________________________
 JK0171* NAD 83(1986)-  38 50 00.     (N)    104 48 48.     (W)     SCALED    
 JK0171* NAVD 88     -      1827.983  (meters)    5997.31   (feet)  ADJUSTED  
 JK0171  ___________________________________________________________________
 JK0171  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 JK0171  DYNAMIC HT  -        1826.001 (meters)    5990.80  (feet)  COMP
 JK0171  MODELED GRAV-     979,479.2   (mgal)                       NAVD 88
 JK0171
 JK0171  VERT ORDER  -  FIRST     CLASS II
 JK0171
 JK0171.The horizontal coordinates were scaled from a topographic map and have
 JK0171.an estimated accuracy of +/- 6 seconds.
 JK0171
 JK0171.The orthometric height was determined by differential leveling
 JK0171.and adjusted by the National Geodetic Survey in June 1991..
 JK0171
 JK0171.The geoid height was determined by GEOID03.
 JK0171
 JK0171.The dynamic height is computed by dividing the NAVD 88
 JK0171.geopotential number by the normal gravity value computed on the
 JK0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0171.degrees latitude (g = 980.6199 gals.).
 JK0171
 JK0171.The modeled gravity was interpolated from observed gravity values.
 JK0171
 JK0171;                    North         East    Units  Estimated Accuracy
 JK0171;SPC CO C     -   416,030.      974,020.      MT  (+/- 180 meters Scaled)
 JK0171
 JK0171                          SUPERSEDED SURVEY CONTROL
 JK0171
 JK0171  NGVD 29 (??/??/92) 1826.928  (m)         5993.85   (f) ADJ UNCH    1 2
 JK0171
 JK0171.Superseded values are not recommended for survey control.
 JK0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0171.See file dsdata.txt to determine how the superseded data were derived.
 JK0171
 JK0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC162982(NAD 83)
 JK0171_MARKER: DB = BENCH MARK DISK
 JK0171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JK0171_SP_SET: ABUTMENT
 JK0171_STAMPING: A 347 1953
 JK0171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0171
 JK0171  HISTORY     - Date     Condition        Report By
 JK0171  HISTORY     - 1953     MONUMENTED       CGS
 JK0171  HISTORY     - 1975     GOOD             NGS
 JK0171  HISTORY     - 1983     MARK NOT FOUND   NGS
 JK0171  HISTORY     - 19970805 MARK NOT FOUND   USPSQD
 JK0171  HISTORY     - 20020119 MARK NOT FOUND   USPSQD
 JK0171
 JK0171                          STATION DESCRIPTION
 JK0171
 JK0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0171'AT COLORADO SPRINGS.
 JK0171'AT COLORADO SPRINGS, 175 FEET NORTH OF THE NORTHEAST CORNER OF THE
 JK0171'ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION, 14.5 FEET WEST OF
 JK0171'THE WEST RAIL OF TRACK 1, 35 FEET SOUTH OF THE CENTER LINE OF
 JK0171'THE PIKES PEAK AVENUE UNDERPASS, 1 FOOT EAST OF A 6 FOOT STEEL GUARD
 JK0171'FENCE, SET IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT
 JK0171'OF THE UNDERPASS.
 JK0171
 JK0171                          STATION RECOVERY (1975)
 JK0171
 JK0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 JK0171'RECOVERED IN GOOD CONDITION.
 JK0171
 JK0171                          STATION RECOVERY (1983)
 JK0171
 JK0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JK0171'THE UNDERPASS HAS BEEN TORN DOWN.
 JK0171
 JK0171                          STATION RECOVERY (1997)
 JK0171
 JK0171'RECOVERY NOTE BY US POWER SQUADRON 1997
 JK0171'MARK NOT FOUND.
 JK0171
 JK0171                          STATION RECOVERY (2002)
 JK0171
 JK0171'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 JK0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1366 ***********************************************************************
 JK1366  DESIGNATION -  A 347 RESET
 JK1366  PID         -  JK1366
 JK1366  STATE/COUNTY-  CO/EL PASO
 JK1366  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK1366
 JK1366                         *CURRENT SURVEY CONTROL
 JK1366  ___________________________________________________________________
 JK1366* NAD 83(1986)-  38 50 00.     (N)    104 48 48.     (W)     SCALED    
 JK1366* NAVD 88     -      1827.16   (meters)    5994.6    (feet)  RESET     
 JK1366  ___________________________________________________________________
 JK1366  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 JK1366
 JK1366  VERT ORDER  -  THIRD
 JK1366
 JK1366.The horizontal coordinates were scaled from a topographic map and have
 JK1366.an estimated accuracy of +/- 6 seconds.
 JK1366
 JK1366.The orthometric height was computed from unverified reset data.
 JK1366.No vertical observational check was made to the station.
 JK1366
 JK1366.The geoid height was determined by GEOID03.
 JK1366
 JK1366;                    North         East    Units  Estimated Accuracy
 JK1366;SPC CO C     -   416,030.      974,020.      MT  (+/- 180 meters Scaled)
 JK1366
 JK1366                          SUPERSEDED SURVEY CONTROL
 JK1366
 JK1366  NGVD 29 (03/28/06) 1826.11   (m)         5991.2    (f) RESET       3  
 JK1366
 JK1366.Superseded values are not recommended for survey control.
 JK1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1366.See file dsdata.txt to determine how the superseded data were derived.
 JK1366
 JK1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC162982(NAD 83)
 JK1366_MARKER: DB = BENCH MARK DISK
 JK1366_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JK1366_SP_SET: WALKWAY
 JK1366_STAMPING: A 347 RESET 1980
 JK1366_MARK LOGO: NGS   
 JK1366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK1366_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JK1366+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2002
 JK1366
 JK1366  HISTORY     - Date     Condition        Report By
 JK1366  HISTORY     - 1980     MONUMENTED       NGS
 JK1366  HISTORY     - 20020904 GOOD             GEOCAC
 JK1366  HISTORY     - 20030727 POOR             GEOCAC
 JK1366
 JK1366                          STATION DESCRIPTION
 JK1366
 JK1366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 JK1366'IN COLORADO SPRINGS.
 JK1366'IN COLORADO SPRINGS, 9.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 JK1366'OLD ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION THAT IS PRESENTLY
 JK1366'BEING REMODELED FOR LOCAL OFFICE SPACE, IN A CONCRETE WALK, 162 FEET
 JK1366'SOUTH OF THE PROPOSED CENTER OF PIKES PEAK AVENUE, 24 FEET
 JK1366'NORTH-NORTHEAST OF CENTER OF THE NORTHEAST DOOR OF THE OLD STATION
 JK1366'BUILDING, 5 INCHES EAST OF THE WEST EDGE OF THE CONCRETE WALK.
 JK1366
 JK1366                          STATION RECOVERY (2002)
 JK1366
 JK1366'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 JK1366'RECOVERED IN GOOD CONDITION.
 JK1366
 JK1366                          STATION RECOVERY (2003)
 JK1366
 JK1366'RECOVERY NOTE BY GEOCACHING 2003 (TWS)
 JK1366'N38 49 59 W104 49 50  LOCATED IN EL PASO COUNTY IN A SIDEWALK.  POOR
 JK1366'CONDITION DUE TO SCUFF MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0199 ***********************************************************************
 JK0199  DESIGNATION -  A 348
 JK0199  PID         -  JK0199
 JK0199  STATE/COUNTY-  CO/EL PASO
 JK0199  USGS QUAD   -  BUTTES (1994)
 JK0199
 JK0199                         *CURRENT SURVEY CONTROL
 JK0199  ___________________________________________________________________
 JK0199* NAD 83(1986)-  38 36 07.     (N)    104 40 14.     (W)     SCALED    
 JK0199* NAVD 88     -      1635.785  (meters)    5366.74   (feet)  ADJUSTED  
 JK0199  ___________________________________________________________________
 JK0199  GEOID HEIGHT-         -18.46  (meters)                     GEOID03
 JK0199  DYNAMIC HT  -        1634.044 (meters)    5361.03  (feet)  COMP
 JK0199  MODELED GRAV-     979,507.1   (mgal)                       NAVD 88
 JK0199
 JK0199  VERT ORDER  -  FIRST     CLASS II
 JK0199
 JK0199.The horizontal coordinates were scaled from a topographic map and have
 JK0199.an estimated accuracy of +/- 6 seconds.
 JK0199
 JK0199.The orthometric height was determined by differential leveling
 JK0199.and adjusted by the National Geodetic Survey in June 1991..
 JK0199
 JK0199.The geoid height was determined by GEOID03.
 JK0199
 JK0199.The dynamic height is computed by dividing the NAVD 88
 JK0199.geopotential number by the normal gravity value computed on the
 JK0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0199.degrees latitude (g = 980.6199 gals.).
 JK0199
 JK0199.The modeled gravity was interpolated from observed gravity values.
 JK0199
 JK0199;                    North         East    Units  Estimated Accuracy
 JK0199;SPC CO C     -   390,450.      986,650.      MT  (+/- 180 meters Scaled)
 JK0199
 JK0199                          SUPERSEDED SURVEY CONTROL
 JK0199
 JK0199  NGVD 29 (??/??/92) 1634.806  (m)         5363.53   (f) ADJ UNCH    1 2
 JK0199
 JK0199.Superseded values are not recommended for survey control.
 JK0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0199.See file dsdata.txt to determine how the superseded data were derived.
 JK0199
 JK0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC286726(NAD 83)
 JK0199_MARKER: DB = BENCH MARK DISK
 JK0199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JK0199_SP_SET: ABUTMENT
 JK0199_STAMPING: A 348 1953
 JK0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0199
 JK0199  HISTORY     - Date     Condition        Report By
 JK0199  HISTORY     - 1953     MONUMENTED       CGS
 JK0199  HISTORY     - 1954     GOOD             NGS
 JK0199  HISTORY     - 1983     MARK NOT FOUND   NGS
 JK0199
 JK0199                          STATION DESCRIPTION
 JK0199
 JK0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JK0199'6.1 MI SE FROM FOUNTAIN.
 JK0199'6.1 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0199'FROM THE STATION AT FOUNTAIN, 1.0 MILE SOUTH OF THE STATION SIGN AT
 JK0199'UPPER BUTTES, 6 FEET WEST OF THE WEST RAIL, SET IN THE TOP OF THE
 JK0199'WEST END OF THE SOUTH CONCRETE ABUTMENT OF STEEL BRIDGE 93.94 OVER
 JK0199'THE FOUNTAIN RIVER.
 JK0199
 JK0199                          STATION RECOVERY (1983)
 JK0199
 JK0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JK0199'THE OLD FOUNDATION HAS BEEN CEMENTED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0130 ***********************************************************************
 JK0130  DESIGNATION -  A 349
 JK0130  PID         -  JK0130
 JK0130  STATE/COUNTY-  CO/PUEBLO
 JK0130  USGS QUAD   -  NORTHEAST PUEBLO (1974)
 JK0130
 JK0130                         *CURRENT SURVEY CONTROL
 JK0130  ___________________________________________________________________
 JK0130* NAD 83(1986)-  38 16 29.     (N)    104 30 39.     (W)     SCALED    
 JK0130* NAVD 88     -      1410.942  (meters)    4629.07   (feet)  ADJUSTED  
 JK0130  ___________________________________________________________________
 JK0130  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 JK0130  DYNAMIC HT  -        1409.482 (meters)    4624.28  (feet)  COMP
 JK0130  MODELED GRAV-     979,545.7   (mgal)                       NAVD 88
 JK0130
 JK0130  VERT ORDER  -  FIRST     CLASS II
 JK0130
 JK0130.The horizontal coordinates were scaled from a topographic map and have
 JK0130.an estimated accuracy of +/- 6 seconds.
 JK0130
 JK0130.The orthometric height was determined by differential leveling
 JK0130.and adjusted by the National Geodetic Survey in June 1991..
 JK0130
 JK0130.The geoid height was determined by GEOID03.
 JK0130
 JK0130.The dynamic height is computed by dividing the NAVD 88
 JK0130.geopotential number by the normal gravity value computed on the
 JK0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0130.degrees latitude (g = 980.6199 gals.).
 JK0130
 JK0130.The modeled gravity was interpolated from observed gravity values.
 JK0130
 JK0130;                    North         East    Units  Estimated Accuracy
 JK0130;SPC CO S     -   483,730.    1,000,950.      MT  (+/- 180 meters Scaled)
 JK0130
 JK0130                          SUPERSEDED SURVEY CONTROL
 JK0130
 JK0130  NGVD 29 (??/??/92) 1410.106  (m)         4626.32   (f) ADJ UNCH    1 2
 JK0130
 JK0130.Superseded values are not recommended for survey control.
 JK0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0130.See file dsdata.txt to determine how the superseded data were derived.
 JK0130
 JK0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC427364(NAD 83)
 JK0130_MARKER: DB = BENCH MARK DISK
 JK0130_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JK0130_SP_SET: ABUTMENT
 JK0130_STAMPING: A 349 1953
 JK0130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0130
 JK0130  HISTORY     - Date     Condition        Report By
 JK0130  HISTORY     - 1953     MONUMENTED       CGS
 JK0130  HISTORY     - 1954     GOOD             NGS
 JK0130  HISTORY     - 1985     MARK NOT FOUND   NGS
 JK0130  HISTORY     - 19980306 MARK NOT FOUND   CODOT
 JK0130
 JK0130                          STATION DESCRIPTION
 JK0130
 JK0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JK0130'5.9 MI E FROM PUEBLO.
 JK0130'5.9 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 JK0130'FROM THE UNION STATION AT PUEBLO, ACROSS THE TRACK FROM TRESTLE
 JK0130'612 B, 15 FEET NORTHWEST OF THE CENTER LINE OF THE NORTH TRAFFIC
 JK0130'LANE OF STATE HIGHWAY 96, SET IN THE TOP OF THE NORTHWEST END OF
 JK0130'THE SOUTHWEST CONCRETE ABUTMENT OF A HIGHWAY BRIDGE.
 JK0130
 JK0130                          STATION RECOVERY (1985)
 JK0130
 JK0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JK0130'THERE IS A NEW CONCRETE CULVERT AT THIS LOCATION.
 JK0130
 JK0130                          STATION RECOVERY (1998)
 JK0130
 JK0130'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (PGG)
 JK0130'THE MARK WAS NOT FOUND AS THE BRIDGE WAS REPLACED IN 1994.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0908 ***********************************************************************
 KK0908  DESIGNATION -  A 350
 KK0908  PID         -  KK0908
 KK0908  STATE/COUNTY-  CO/PARK
 KK0908  USGS QUAD   -  GARO (1994)
 KK0908
 KK0908                         *CURRENT SURVEY CONTROL
 KK0908  ___________________________________________________________________
 KK0908* NAD 83(1986)-  39 04 52.     (N)    105 58 30.     (W)     SCALED    
 KK0908* NAVD 88     -      2818.294  (meters)    9246.35   (feet)  ADJUSTED  
 KK0908  ___________________________________________________________________
 KK0908  GEOID HEIGHT-         -13.51  (meters)                     GEOID03
 KK0908  DYNAMIC HT  -        2814.669 (meters)    9234.46  (feet)  COMP
 KK0908  MODELED GRAV-     979,239.0   (mgal)                       NAVD 88
 KK0908
 KK0908  VERT ORDER  -  FIRST     CLASS II
 KK0908
 KK0908.The horizontal coordinates were scaled from a topographic map and have
 KK0908.an estimated accuracy of +/- 6 seconds.
 KK0908
 KK0908.The orthometric height was determined by differential leveling
 KK0908.and adjusted by the National Geodetic Survey in June 1991..
 KK0908
 KK0908.The geoid height was determined by GEOID03.
 KK0908
 KK0908.The dynamic height is computed by dividing the NAVD 88
 KK0908.geopotential number by the normal gravity value computed on the
 KK0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0908.degrees latitude (g = 980.6199 gals.).
 KK0908
 KK0908.The modeled gravity was interpolated from observed gravity values.
 KK0908
 KK0908;                    North         East    Units  Estimated Accuracy
 KK0908;SPC CO C     -   443,420.      873,300.      MT  (+/- 180 meters Scaled)
 KK0908
 KK0908                          SUPERSEDED SURVEY CONTROL
 KK0908
 KK0908  NGVD 29 (??/??/92) 2816.660  (m)         9240.99   (f) ADJ UNCH    1 2
 KK0908
 KK0908.Superseded values are not recommended for survey control.
 KK0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0908.See file dsdata.txt to determine how the superseded data were derived.
 KK0908
 KK0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD156262(NAD 83)
 KK0908_MARKER: DB = BENCH MARK DISK
 KK0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0908_STAMPING: A 350 1954
 KK0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0908+STABILITY: SURFACE MOTION
 KK0908
 KK0908  HISTORY     - Date     Condition        Report By
 KK0908  HISTORY     - 1954     MONUMENTED       CGS
 KK0908
 KK0908                          STATION DESCRIPTION
 KK0908
 KK0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK0908'10.4 MI S FROM FAIRPLAY.
 KK0908'0.6 MILE EAST ALONG STATE HIGHWAY 9 FROM THE COURTHOUSE AT
 KK0908'FAIRPLAY, THENCE 9.8 MILES SOUTH ALONG U.S. HIGHWAY 285, 0.2 MILE
 KK0908'NORTHWEST OF A RANCH HOUSE, 72 FEET NORTHEAST OF THE CENTER LINE
 KK0908'OF THE HIGHWAY, 7 FEET SOUTHWEST OF A FENCE, 3 FEET SOUTHEAST
 KK0908'OF A WITNESS POST, 1.1 MILES NORTH OF BENCH MARK H 176 RESET
 KK0908'1954, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8
 KK0908'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0054 ***********************************************************************
 JL0054  DESIGNATION -  A 351
 JL0054  PID         -  JL0054
 JL0054  STATE/COUNTY-  CO/CHAFFEE
 JL0054  USGS QUAD   -  BUENA VISTA EAST (1994)
 JL0054
 JL0054                         *CURRENT SURVEY CONTROL
 JL0054  ___________________________________________________________________
 JL0054* NAD 83(1986)-  38 49 09.     (N)    106 04 04.     (W)     SCALED    
 JL0054* NAVD 88     -      2487.464  (meters)    8160.95   (feet)  ADJUSTED  
 JL0054  ___________________________________________________________________
 JL0054  GEOID HEIGHT-         -14.02  (meters)                     GEOID03
 JL0054  DYNAMIC HT  -        2484.393 (meters)    8150.88  (feet)  COMP
 JL0054  MODELED GRAV-     979,303.7   (mgal)                       NAVD 88
 JL0054
 JL0054  VERT ORDER  -  FIRST     CLASS II
 JL0054
 JL0054.The horizontal coordinates were scaled from a topographic map and have
 JL0054.an estimated accuracy of +/- 6 seconds.
 JL0054
 JL0054.The orthometric height was determined by differential leveling
 JL0054.and adjusted by the National Geodetic Survey in June 1991..
 JL0054
 JL0054.The geoid height was determined by GEOID03.
 JL0054
 JL0054.The dynamic height is computed by dividing the NAVD 88
 JL0054.geopotential number by the normal gravity value computed on the
 JL0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0054.degrees latitude (g = 980.6199 gals.).
 JL0054
 JL0054.The modeled gravity was interpolated from observed gravity values.
 JL0054
 JL0054;                    North         East    Units  Estimated Accuracy
 JL0054;SPC CO C     -   414,390.      865,100.      MT  (+/- 180 meters Scaled)
 JL0054
 JL0054                          SUPERSEDED SURVEY CONTROL
 JL0054
 JL0054  NGVD 29 (??/??/92) 2485.972  (m)         8156.06   (f) ADJ UNCH    1 2
 JL0054
 JL0054.Superseded values are not recommended for survey control.
 JL0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0054.See file dsdata.txt to determine how the superseded data were derived.
 JL0054
 JL0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC073972(NAD 83)
 JL0054_MARKER: DB = BENCH MARK DISK
 JL0054_SETTING: 80 = SET IN A BOULDER
 JL0054_SP_SET: BOULDER
 JL0054_STAMPING: A 351 1954
 JL0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0054+STABILITY: SURFACE MOTION
 JL0054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0054+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2004
 JL0054
 JL0054  HISTORY     - Date     Condition        Report By
 JL0054  HISTORY     - 1954     MONUMENTED       CGS
 JL0054  HISTORY     - 20040703 GOOD             GEOCAC
 JL0054
 JL0054                          STATION DESCRIPTION
 JL0054
 JL0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JL0054'4.9 MI E FROM BUENA VISTA.
 JL0054'2.4 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0054'FROM THE STATION AT BUENA VISTA, THENCE 2.5 MILES NORTHEAST ALONG U.S.
 JL0054'HIGHWAYS 24 AND 285, 56 FEET SOUTHEAST OF THE CENTER LINE OF THE
 JL0054'HIGHWAY, 17 FEET EAST OF A 24 INCH PINE TREE, AT THE SOUTHWEST END OF
 JL0054'A FILL, 23 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A LARGE
 JL0054'BOULDER.
 JL0054
 JL0054                          STATION RECOVERY (2004)
 JL0054
 JL0054'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 JL0054'EAST 2.76 MILES FROM JUNTION OF US HWY 24 AND US HWY 285. OLD PINE
 JL0054'TREE STILL STANDS.  HANDHELD GPS COORDINATES N38  49 10.6, W106  04
 JL0054'05.9.
 JL0054' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0201 ***********************************************************************
 KK0201  DESIGNATION -  A 355
 KK0201  PID         -  KK0201
 KK0201  STATE/COUNTY-  CO/DOUGLAS
 KK0201  USGS QUAD   -  SEDALIA (1994)
 KK0201
 KK0201                         *CURRENT SURVEY CONTROL
 KK0201  ___________________________________________________________________
 KK0201* NAD 83(1986)-  39 24 48.     (N)    104 52 49.     (W)     SCALED    
 KK0201* NAVD 88     -      1844.269  (meters)    6050.74   (feet)  ADJUSTED  
 KK0201  ___________________________________________________________________
 KK0201  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 KK0201  DYNAMIC HT  -        1842.376 (meters)    6044.53  (feet)  COMP
 KK0201  MODELED GRAV-     979,535.1   (mgal)                       NAVD 88
 KK0201
 KK0201  VERT ORDER  -  FIRST     CLASS II
 KK0201
 KK0201.The horizontal coordinates were scaled from a topographic map and have
 KK0201.an estimated accuracy of +/- 6 seconds.
 KK0201
 KK0201.The orthometric height was determined by differential leveling
 KK0201.and adjusted by the National Geodetic Survey in June 1991..
 KK0201
 KK0201.The geoid height was determined by GEOID03.
 KK0201
 KK0201.The dynamic height is computed by dividing the NAVD 88
 KK0201.geopotential number by the normal gravity value computed on the
 KK0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0201.degrees latitude (g = 980.6199 gals.).
 KK0201
 KK0201.The modeled gravity was interpolated from observed gravity values.
 KK0201
 KK0201;                    North         East    Units  Estimated Accuracy
 KK0201;SPC CO C     -   480,380.      967,770.      MT  (+/- 180 meters Scaled)
 KK0201
 KK0201                          SUPERSEDED SURVEY CONTROL
 KK0201
 KK0201  NGVD 29 (??/??/92) 1843.281  (m)         6047.50   (f) ADJ UNCH    1 2
 KK0201
 KK0201.Superseded values are not recommended for survey control.
 KK0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0201.See file dsdata.txt to determine how the superseded data were derived.
 KK0201
 KK0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED103626(NAD 83)
 KK0201_MARKER: DB = BENCH MARK DISK
 KK0201_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KK0201_SP_SET: CULVERT HEADWALL
 KK0201_STAMPING: A 355 1954
 KK0201_MARK LOGO: CGS   
 KK0201_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0201+STABILITY: SURFACE MOTION
 KK0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0201+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2002
 KK0201
 KK0201  HISTORY     - Date     Condition        Report By
 KK0201  HISTORY     - 1954     MONUMENTED       CGS
 KK0201  HISTORY     - 1983     GOOD             NGS
 KK0201  HISTORY     - 20021128 GOOD             CODOT
 KK0201
 KK0201                          STATION DESCRIPTION
 KK0201
 KK0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK0201'3.1 MI NW FROM CASTLE ROCK.
 KK0201'3.1 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 KK0201'RAILROAD FROM THE STATION AT CASTLE ROCK, 2 1/2 RAILS SOUTHEAST OF
 KK0201'SEMAPHORE 29.4, 6 FEET NORTHEAST OF THE NORTHEAST RAIL, SET IN THE
 KK0201'TOP OF THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A CONCRETE
 KK0201'CULVERT.
 KK0201
 KK0201                          STATION RECOVERY (1983)
 KK0201
 KK0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0201'RECOVERED IN GOOD CONDITION.  A NEW TO TO REACH FOLLOWS.  3.5 KM
 KK0201'(2.5 MI) NORTHWESTERLY ALONG THE DENVER AND RIO GRANDE WESTERN
 KK0201'RAILROAD FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 25 IN CASTLE ROCK.
 KK0201
 KK0201                          STATION RECOVERY (2002)
 KK0201
 KK0201'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2002 (DBB)
 KK0201'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION (2002)
 KK0201' 
 KK0201'RECOVERED IN GOOD CONDITION
 KK0201' 
 KK0201'STATION IS ABOUT 8.0 KM (5.0 MILES) SOUTHEASTERLY OF SEDALIA, CO AND
 KK0201'5.0 KM (3.1 MILES) NORTHWESTERLY OF CASTLE ROCK, CO ON THE PROPERTY
 KK0201'OWNED BY THE UNION PACIFIC RAILROAD.  THE STATION IS IN THE TOP OF THE
 KK0201'HEADWALL OF A CONCRETE CULVERT THAT IS CROSSED OVER BY THE UNION
 KK0201'PACIFIC RAILROAD.
 KK0201' 
 KK0201'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 25 AND
 KK0201'FOUNDERS-MEADOWS PARKWAYS (EXIT 184) GO WESTERLY FOR 0.5 KM (0.3
 KK0201'MILES) TO U.S. HIGHWAY 85 TURN RIGHT AND GO NORTHWESTERLY ON
 KK0201'.S.HIGHWAY 85 FOR 0.8 KM (0.5 MILES) TO THE STATION ON THE LEFT, 9.9
 KK0201'METERS (32.5 FEET) SOUTHERLY OF THE GUARD RAIL ON THE SOUTHERLY EDGE
 KK0201'OF U.S. HIGHWAY 85.
 KK0201' 
 KK0201'THE STATION IS THE A BRASS DISK SET IN THE TOP OF THE NORTHWEST END OF
 KK0201'THE NORTHEAST HEADWALL OF A CONCRETE CULVERT, DISK IS FLUSH WITH THE
 KK0201'CONCRETE.  THE MARK IS 3.1 METERS (10.2 FEET) NORTHERLY OF THE
 KK0201'CENTERLINE OF THE UNION PACIFIC RAILROAD TRACKS, 27.6 METERS (90.6
 KK0201'FEET) EASTERLY OF RAILROAD LIGHT SIGNAL NUMBER 2294, 0.25 METERS (0.8
 KK0201'FEET) EASTERLY OF CDOH CARSONITE WITNESS POST.
 KK0201' 
 KK0201'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0461 ***********************************************************************
 KK0461  DESIGNATION -  A 356
 KK0461  PID         -  KK0461
 KK0461  STATE/COUNTY-  CO/DENVER
 KK0461  USGS QUAD   -  ENGLEWOOD (1997)
 KK0461
 KK0461                         *CURRENT SURVEY CONTROL
 KK0461  ___________________________________________________________________
 KK0461* NAD 83(1986)-  39 39 11.     (N)    104 55 45.     (W)     SCALED    
 KK0461* NAVD 88     -      1689.469  (meters)    5542.87   (feet)  ADJUSTED  
 KK0461  ___________________________________________________________________
 KK0461  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 KK0461  DYNAMIC HT  -        1687.811 (meters)    5537.43  (feet)  COMP
 KK0461  MODELED GRAV-     979,585.8   (mgal)                       NAVD 88
 KK0461
 KK0461  VERT ORDER  -  FIRST     CLASS II
 KK0461
 KK0461.The horizontal coordinates were scaled from a topographic map and have
 KK0461.an estimated accuracy of +/- 6 seconds.
 KK0461
 KK0461.The orthometric height was determined by differential leveling
 KK0461.and adjusted by the National Geodetic Survey in June 1991..
 KK0461
 KK0461.The geoid height was determined by GEOID03.
 KK0461
 KK0461.The dynamic height is computed by dividing the NAVD 88
 KK0461.geopotential number by the normal gravity value computed on the
 KK0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0461.degrees latitude (g = 980.6199 gals.).
 KK0461
 KK0461.The modeled gravity was interpolated from observed gravity values.
 KK0461
 KK0461;                    North         East    Units  Estimated Accuracy
 KK0461;SPC CO C     -   506,960.      963,390.      MT  (+/- 180 meters Scaled)
 KK0461
 KK0461                          SUPERSEDED SURVEY CONTROL
 KK0461
 KK0461  NGVD 29 (??/??/??) 1688.539  (m)         5539.81   (f) ADJUSTED    1 2
 KK0461
 KK0461.Superseded values are not recommended for survey control.
 KK0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0461.See file dsdata.txt to determine how the superseded data were derived.
 KK0461
 KK0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED060892(NAD 83)
 KK0461_MARKER: DB = BENCH MARK DISK
 KK0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0461_STAMPING: A 356 1954
 KK0461_MARK LOGO: CGS   
 KK0461_PROJECTION: FLUSH
 KK0461_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0461+STABILITY: SURFACE MOTION
 KK0461
 KK0461  HISTORY     - Date     Condition        Report By
 KK0461  HISTORY     - 1954     MONUMENTED       CGS
 KK0461  HISTORY     - 1955     GOOD             NGS
 KK0461  HISTORY     - 1984     GOOD             NGS
 KK0461  HISTORY     - 19970728 GOOD             CODOT
 KK0461
 KK0461                          STATION DESCRIPTION
 KK0461
 KK0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK0461'3.1 MI E FROM ENGLEWOOD.
 KK0461'3.1 MILES EAST ALONG EAST HAMDEN AVENUE FROM THE LOWELL SCHOOL AT
 KK0461'ENGLEWOOD, AT THE INTERSECTION OF EAST HAMDEN AVENUE AND SOUTH
 KK0461'FAIRFAX STREET, 150 FEET WEST OF THE CENTER LINE OF SOUTH FAIRFAX
 KK0461'STREET, 40 FEET NORTH OF THE CENTER LINE OF EAST HAMDEN AVENUE,
 KK0461'10 FEET SOUTH OF THE SOUTHWEST CORNER OF A GARAGE, 7 FEET WEST OF
 KK0461'THE CENTER LINE OF A DRIVEWAY LEADING TO THE GARAGE, 0.5 FOOT NORTH
 KK0461'OF THE NORTH EDGE OF AN EAST AND WEST SIDEWALK, SET IN THE TOP OF
 KK0461'A CONCRETE POST WHICH IS FLUSH WITH THE SIDEWALK.
 KK0461
 KK0461                          STATION RECOVERY (1955)
 KK0461
 KK0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0461'RECOVERED IN GOOD CONDITION.
 KK0461
 KK0461                          STATION RECOVERY (1984)
 KK0461
 KK0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK0461'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 KK0461'IN DENVER, AT 3493 HAMPDEN AVENUE, 16.5 METERS (54.1 FT) SOUTHWEST
 KK0461'OF THE SOUTHWEST CORNER OF THE RESIDENCE AT 3493 HAMPDEN AVENUE,
 KK0461'10.4 METERS (34.1 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES
 KK0461'OF HAMPDEN AVENUE, 7.3 METERS (24.0 FT) SOUTH OF THE SOUTHWEST CORNER
 KK0461'OF A GARAGE, AND 3.7 METERS (12.1 FT) EAST OF A UTILITY POLE.
 KK0461'NOTE=THE MONUMENT IS SURROUNDED BY A CONCRETE DRIVEWAY.
 KK0461'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 KK0461
 KK0461                          STATION RECOVERY (1997)
 KK0461
 KK0461'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (TA)
 KK0461'THE MARK WAS RECOVERED IN GOOD CONDITION.  AN ADDITIONAL DESCRIPTION
 KK0461'IS GIVEN.  IN THE CITY OF DENVER, 0.55 MI (0.89 KM) WEST OF INTERSTATE
 KK0461'25 ALONG HAMPDEN AVENUE, HALF WAY BETWEEN FAIRFAX STREET AND ELM
 KK0461'STREET ON THE NORTH SIDE OF THE AVENUE.  AT THE SOUTHWEST CORNER OF
 KK0461'THE RESIDENCE AT 3493 SOUTH FAIRFAX STREET.  IT IS 0.1 M (0.3 FT)
 KK0461'NORTH FROM THE NORTH EDGE OF AN EAST-WEST SIDEWALK, 8.0 M (26.2 FT)
 KK0461'SOUTH OF THE SOUTHWEST CORNER OF A GARAGE, 4.0 M (13.1 FT) EAST FROM A
 KK0461'UTILITY POLE AND 6.0 M (19.7 FT) WEST FROM THE SOUTHWEST CORNER OF A
 KK0461'WOOD SLAT FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0428 ***********************************************************************
 LL0428  DESIGNATION -  A 357
 LL0428  PID         -  LL0428
 LL0428  STATE/COUNTY-  CO/LARIMER
 LL0428  USGS QUAD   -  WELLINGTON (1978)
 LL0428
 LL0428                         *CURRENT SURVEY CONTROL
 LL0428  ___________________________________________________________________
 LL0428* NAD 83(1986)-  40 41 06.     (N)    105 04 04.     (W)     SCALED    
 LL0428* NAVD 88     -      1603.572  (meters)    5261.05   (feet)  ADJUSTED  
 LL0428  ___________________________________________________________________
 LL0428  GEOID HEIGHT-         -15.69  (meters)                     GEOID03
 LL0428  DYNAMIC HT  -        1602.234 (meters)    5256.66  (feet)  COMP
 LL0428  MODELED GRAV-     979,733.9   (mgal)                       NAVD 88
 LL0428
 LL0428  VERT ORDER  -  FIRST     CLASS II
 LL0428
 LL0428.The horizontal coordinates were scaled from a topographic map and have
 LL0428.an estimated accuracy of +/- 6 seconds.
 LL0428
 LL0428.The orthometric height was determined by differential leveling
 LL0428.and adjusted by the National Geodetic Survey in June 1991..
 LL0428.WARNING-Repeat measurements at this control monument indicate possible
 LL0428.vertical movement.
 LL0428
 LL0428.The geoid height was determined by GEOID03.
 LL0428
 LL0428.The dynamic height is computed by dividing the NAVD 88
 LL0428.geopotential number by the normal gravity value computed on the
 LL0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0428.degrees latitude (g = 980.6199 gals.).
 LL0428
 LL0428.The modeled gravity was interpolated from observed gravity values.
 LL0428
 LL0428;                    North         East    Units  Estimated Accuracy
 LL0428;SPC CO N     -   454,970.      950,940.      MT  (+/- 180 meters Scaled)
 LL0428
 LL0428                          SUPERSEDED SURVEY CONTROL
 LL0428
 LL0428  NGVD 29 (??/??/??) 1602.705  (m)         5258.21   (f) ADJUSTED    1 2
 LL0428
 LL0428.Superseded values are not recommended for survey control.
 LL0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0428.See file dsdata.txt to determine how the superseded data were derived.
 LL0428
 LL0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF942037(NAD 83)
 LL0428_MARKER: DB = BENCH MARK DISK
 LL0428_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LL0428_STAMPING: A 357 1954
 LL0428_MARK LOGO: CGS   
 LL0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0428+STABILITY: SURFACE MOTION
 LL0428
 LL0428  HISTORY     - Date     Condition        Report By
 LL0428  HISTORY     - 1954     MONUMENTED       CGS
 LL0428  HISTORY     - 1984     GOOD             NGS
 LL0428  HISTORY     - 1984     GOOD             NGS
 LL0428
 LL0428                          STATION DESCRIPTION
 LL0428
 LL0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LL0428'3.5 MI S FROM WAVERLY.
 LL0428'3.5 MILES SOUTH ALONG STATE HIGHWAY 253 FROM THE WAVERLY
 LL0428'SCHOOL AT WAVERLY, 23 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LL0428'0.1 MILE NORTH OF A JUNCTION WITH A ROAD LEADING WEST, SET IN
 LL0428'THE TOP OF THE NORTH END OF THE EAST HEADWALL OF A CONCRETE
 LL0428'CULVERT OVER AN IRRIGATION DITCH.
 LL0428
 LL0428                          STATION RECOVERY (1984)
 LL0428
 LL0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0428'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.8 KM (3.6 MI)
 LL0428'WEST ALONG COUNTY ROAD 64 FROM ITS JUNCTION WITH NORTH SIXTH STREET IN
 LL0428'WELLINGTON, THENCE 2.9 KM (1.8 MI) SOUTH ALONG COUNTY ROAD 15,
 LL0428'ADD 7.2 METERS (23.6 FT) EAST OF THE CENTERLINE OF THE ROAD, AND
 LL0428'0.6 METER (2.0 FT) SOUTH OF THE NORTH END OF THE HEADWALL.
 LL0428
 LL0428                          STATION RECOVERY (1984)
 LL0428
 LL0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0163 ***********************************************************************
 KJ0163  DESIGNATION -  A 358
 KJ0163  PID         -  KJ0163
 KJ0163  STATE/COUNTY-  CO/WASHINGTON
 KJ0163  USGS QUAD   -  LINDON (1973)
 KJ0163
 KJ0163                         *CURRENT SURVEY CONTROL
 KJ0163  ___________________________________________________________________
 KJ0163* NAD 83(1986)-  39 44 22.     (N)    103 27 41.     (W)     SCALED    
 KJ0163* NAVD 88     -      1492.452  (meters)    4896.49   (feet)  ADJUSTED  
 KJ0163  ___________________________________________________________________
 KJ0163  GEOID HEIGHT-         -20.05  (meters)                     GEOID03
 KJ0163  DYNAMIC HT  -        1491.133 (meters)    4892.16  (feet)  COMP
 KJ0163  MODELED GRAV-     979,690.3   (mgal)                       NAVD 88
 KJ0163
 KJ0163  VERT ORDER  -  SECOND    CLASS 0
 KJ0163
 KJ0163.The horizontal coordinates were scaled from a topographic map and have
 KJ0163.an estimated accuracy of +/- 6 seconds.
 KJ0163
 KJ0163.The orthometric height was determined by differential leveling
 KJ0163.and adjusted by the National Geodetic Survey in June 1991..
 KJ0163
 KJ0163.The geoid height was determined by GEOID03.
 KJ0163
 KJ0163.The dynamic height is computed by dividing the NAVD 88
 KJ0163.geopotential number by the normal gravity value computed on the
 KJ0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0163.degrees latitude (g = 980.6199 gals.).
 KJ0163
 KJ0163.The modeled gravity was interpolated from observed gravity values.
 KJ0163
 KJ0163;                    North         East    Units  Estimated Accuracy
 KJ0163;SPC CO N     -   351,900.    1,089,130.      MT  (+/- 180 meters Scaled)
 KJ0163
 KJ0163                          SUPERSEDED SURVEY CONTROL
 KJ0163
 KJ0163  NGVD 29 (??/??/92) 1491.706  (m)         4894.04   (f) ADJ UNCH    2 0
 KJ0163
 KJ0163.Superseded values are not recommended for survey control.
 KJ0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0163.See file dsdata.txt to determine how the superseded data were derived.
 KJ0163
 KJ0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD318999(NAD 83)
 KJ0163_MARKER: DB = BENCH MARK DISK
 KJ0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0163_STAMPING: A 358 1954
 KJ0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0163+STABILITY: SURFACE MOTION
 KJ0163
 KJ0163  HISTORY     - Date     Condition        Report By
 KJ0163  HISTORY     - 1954     MONUMENTED       CGS
 KJ0163  HISTORY     - 1973     MARK NOT FOUND   USGS
 KJ0163
 KJ0163                          STATION DESCRIPTION
 KJ0163
 KJ0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KJ0163'3 MI W FROM LINDON.
 KJ0163'3.0 MILES WEST ALONG U.S. HIGHWAY 36 FROM THE POST OFFICE AT LINDON,
 KJ0163'AT A JUNCTION WITH A ROAD LEADING SOUTH, 98 FEET SOUTH OF THE CENTER
 KJ0163'LINE OF THE HIGHWAY, 251 FEET EAST OF THE CENTER LINE OF A ROAD
 KJ0163'LEADING SOUTH, 2 FEET NORTH OF A FENCE, 2 FEET EAST OF A WITNESS POST,
 KJ0163'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 KJ0163'GROUND.
 KJ0163
 KJ0163                          STATION RECOVERY (1973)
 KJ0163
 KJ0163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 KJ0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1099 ***********************************************************************
 KK1099  DESIGNATION -  A 359
 KK1099  PID         -  KK1099
 KK1099  STATE/COUNTY-  CO/PARK
 KK1099  USGS QUAD   -  MT EVANS (1974)
 KK1099
 KK1099                         *CURRENT SURVEY CONTROL
 KK1099  ___________________________________________________________________
 KK1099* NAD 83(1986)-  39 30 27.     (N)    105 42 25.     (W)     SCALED    
 KK1099* NAVD 88     -      2866.576  (meters)    9404.76   (feet)  ADJUSTED  
 KK1099  ___________________________________________________________________
 KK1099  GEOID HEIGHT-         -12.41  (meters)                     GEOID03
 KK1099  DYNAMIC HT  -        2863.040 (meters)    9393.16  (feet)  COMP
 KK1099  MODELED GRAV-     979,288.7   (mgal)                       NAVD 88
 KK1099
 KK1099  VERT ORDER  -  FIRST     CLASS II
 KK1099
 KK1099.The horizontal coordinates were scaled from a topographic map and have
 KK1099.an estimated accuracy of +/- 6 seconds.
 KK1099
 KK1099.The orthometric height was determined by differential leveling
 KK1099.and adjusted by the National Geodetic Survey in June 1991..
 KK1099
 KK1099.The geoid height was determined by GEOID03.
 KK1099
 KK1099.The dynamic height is computed by dividing the NAVD 88
 KK1099.geopotential number by the normal gravity value computed on the
 KK1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1099.degrees latitude (g = 980.6199 gals.).
 KK1099
 KK1099.The modeled gravity was interpolated from observed gravity values.
 KK1099
 KK1099;                    North         East    Units  Estimated Accuracy
 KK1099;SPC CO C     -   490,670.      896,600.      MT  (+/- 180 meters Scaled)
 KK1099
 KK1099                          SUPERSEDED SURVEY CONTROL
 KK1099
 KK1099  NGVD 29 (??/??/92) 2865.020  (m)         9399.65   (f) ADJ UNCH    1 2
 KK1099
 KK1099.Superseded values are not recommended for survey control.
 KK1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1099.See file dsdata.txt to determine how the superseded data were derived.
 KK1099
 KK1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD392733(NAD 83)
 KK1099_MARKER: DB = BENCH MARK DISK
 KK1099_SETTING: 80 = SET IN A BOULDER
 KK1099_STAMPING: A 359 1954
 KK1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1099+STABILITY: SURFACE MOTION
 KK1099
 KK1099  HISTORY     - Date     Condition        Report By
 KK1099  HISTORY     - 1954     MONUMENTED       CGS
 KK1099
 KK1099                          STATION DESCRIPTION
 KK1099
 KK1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK1099'4.6 MI NW FROM GRANT.
 KK1099'4.6 MILES NORTHWEST ALONG A WINDING ROCKY ROAD FROM THE PLATTE
 KK1099'RIVER INN AT GRANT, ON THE OUTSIDE OF A CURVE IN THE ROAD, 16
 KK1099'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 6 FEET NORTH OF A
 KK1099'12 INCH LONE PINE TREE, 8 FEET ABOVE THE LEVEL OF THE ROAD, SET
 KK1099'IN THE TOP OF AN 8X16 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0997 ***********************************************************************
 KK0997  DESIGNATION -  A 360
 KK0997  PID         -  KK0997
 KK0997  STATE/COUNTY-  CO/GRAND
 KK0997  USGS QUAD   -  BERTHOUD PASS (1957)
 KK0997
 KK0997                         *CURRENT SURVEY CONTROL
 KK0997  ___________________________________________________________________
 KK0997* NAD 83(1986)-  39 51 20.     (N)    105 45 08.     (W)     SCALED    
 KK0997* NAVD 88     -      2893.917  (meters)    9494.46   (feet)  ADJUSTED  
 KK0997  ___________________________________________________________________
 KK0997  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 KK0997  DYNAMIC HT  -        2890.398 (meters)    9482.91  (feet)  COMP
 KK0997  MODELED GRAV-     979,304.6   (mgal)                       NAVD 88
 KK0997
 KK0997  VERT ORDER  -  FIRST     CLASS II
 KK0997
 KK0997.The horizontal coordinates were scaled from a topographic map and have
 KK0997.an estimated accuracy of +/- 6 seconds.
 KK0997
 KK0997.The orthometric height was determined by differential leveling
 KK0997.and adjusted by the National Geodetic Survey in June 1991..
 KK0997
 KK0997.The geoid height was determined by GEOID03.
 KK0997
 KK0997.The dynamic height is computed by dividing the NAVD 88
 KK0997.geopotential number by the normal gravity value computed on the
 KK0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0997.degrees latitude (g = 980.6199 gals.).
 KK0997
 KK0997.The modeled gravity was interpolated from observed gravity values.
 KK0997
 KK0997;                    North         East    Units  Estimated Accuracy
 KK0997;SPC CO N     -   362,810.      892,820.      MT  (+/- 180 meters Scaled)
 KK0997
 KK0997                          SUPERSEDED SURVEY CONTROL
 KK0997
 KK0997  NGVD 29 (??/??/92) 2892.316  (m)         9489.21   (f) ADJ UNCH    1 2
 KK0997
 KK0997.Superseded values are not recommended for survey control.
 KK0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0997.See file dsdata.txt to determine how the superseded data were derived.
 KK0997
 KK0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE356119(NAD 83)
 KK0997_MARKER: DB = BENCH MARK DISK
 KK0997_SETTING: 80 = SET IN A BOULDER
 KK0997_STAMPING: A 360 1954
 KK0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0997+STABILITY: SURFACE MOTION
 KK0997
 KK0997  HISTORY     - Date     Condition        Report By
 KK0997  HISTORY     - 1954     MONUMENTED       CGS
 KK0997
 KK0997                          STATION DESCRIPTION
 KK0997
 KK0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK0997'2.5 MI S FROM WEST PORTAL.
 KK0997'2.5 MILES SOUTH ALONG U.S. HIGHWAY 40 FROM THE WEST PORTAL OF THE
 KK0997'MOFFAT TUNNEL AT WEST PORTAL, 25 FEET EAST OF THE CENTER LINE OF
 KK0997'THE HIGHWAY, 31 FEET SOUTH OF THE SOUTH END OF THE EAST HEADWALL OF
 KK0997'A STONE BRIDGE, 28 FEET NORTH OF AN 8 INCH PINE TREE, 1.5
 KK0997'FEET ABOVE THE GROUND, 5 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET
 KK0997'IN THE TOP OF A 4X7 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0805 ***********************************************************************
 LL0805  DESIGNATION -  A 361
 LL0805  PID         -  LL0805
 LL0805  STATE/COUNTY-  CO/GRAND
 LL0805  USGS QUAD   -  GRANBY (1978)
 LL0805
 LL0805                         *CURRENT SURVEY CONTROL
 LL0805  ___________________________________________________________________
 LL0805* NAD 83(1986)-  40 05 18.     (N)    105 54 35.     (W)     SCALED    
 LL0805* NAVD 88     -      2498.352  (meters)    8196.68   (feet)  ADJUSTED  
 LL0805  ___________________________________________________________________
 LL0805  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 LL0805  DYNAMIC HT  -        2495.603 (meters)    8187.66  (feet)  COMP
 LL0805  MODELED GRAV-     979,435.1   (mgal)                       NAVD 88
 LL0805
 LL0805  VERT ORDER  -  FIRST     CLASS II
 LL0805
 LL0805.The horizontal coordinates were scaled from a topographic map and have
 LL0805.an estimated accuracy of +/- 6 seconds.
 LL0805
 LL0805.The orthometric height was determined by differential leveling
 LL0805.and adjusted by the National Geodetic Survey in June 1991..
 LL0805
 LL0805.The geoid height was determined by GEOID03.
 LL0805
 LL0805.The dynamic height is computed by dividing the NAVD 88
 LL0805.geopotential number by the normal gravity value computed on the
 LL0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0805.degrees latitude (g = 980.6199 gals.).
 LL0805
 LL0805.The modeled gravity was interpolated from observed gravity values.
 LL0805
 LL0805;                    North         East    Units  Estimated Accuracy
 LL0805;SPC CO N     -   388,710.      879,460.      MT  (+/- 180 meters Scaled)
 LL0805
 LL0805                          SUPERSEDED SURVEY CONTROL
 LL0805
 LL0805  NGVD 29 (??/??/92) 2496.991  (m)         8192.21   (f) ADJ UNCH    1 2
 LL0805
 LL0805.Superseded values are not recommended for survey control.
 LL0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0805.See file dsdata.txt to determine how the superseded data were derived.
 LL0805
 LL0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE224379(NAD 83)
 LL0805_MARKER: DB = BENCH MARK DISK
 LL0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0805_STAMPING: A 361 1954
 LL0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0805+STABILITY: SURFACE MOTION
 LL0805
 LL0805  HISTORY     - Date     Condition        Report By
 LL0805  HISTORY     - 1954     MONUMENTED       CGS
 LL0805  HISTORY     - 19931215 MARK NOT FOUND   CODOT
 LL0805
 LL0805                          STATION DESCRIPTION
 LL0805
 LL0805'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LL0805'1.6 MI E FROM GRANBY.
 LL0805'0.1 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LL0805'GRANBY, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, THENCE
 LL0805'0.5 MILE NORTHEAST ALONG A GRAVELED ROAD, 2.5 FEET NORTHWEST OF THE
 LL0805'NORTHEAST CORNER OF THE OFFICE AT GRANBY AIRPORT, 24.7 FEET
 LL0805'NORTHWEST OF THE NORTHEAST CORNER OF THE HANGAR, SET IN THE TOP
 LL0805'OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 LL0805
 LL0805                          STATION RECOVERY (1993)
 LL0805
 LL0805'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1993 (LEV)
 LL0805'NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0151 ***********************************************************************
 LM0151  DESIGNATION -  A 362
 LM0151  PID         -  LM0151
 LM0151  STATE/COUNTY-  CO/GRAND
 LM0151  USGS QUAD   -  RADIAL MOUNTAIN (1956)
 LM0151
 LM0151                         *CURRENT SURVEY CONTROL
 LM0151  ___________________________________________________________________
 LM0151* NAD 83(1986)-  40 21 08.     (N)    106 05 31.     (W)     SCALED    
 LM0151* NAVD 88     -      2921.512  (meters)    9584.99   (feet)  ADJUSTED  
 LM0151  ___________________________________________________________________
 LM0151  GEOID HEIGHT-         -11.97  (meters)                     GEOID03
 LM0151  DYNAMIC HT  -        2918.127 (meters)    9573.89  (feet)  COMP
 LM0151  MODELED GRAV-     979,359.8   (mgal)                       NAVD 88
 LM0151
 LM0151  VERT ORDER  -  FIRST     CLASS II
 LM0151
 LM0151.The horizontal coordinates were scaled from a topographic map and have
 LM0151.an estimated accuracy of +/- 6 seconds.
 LM0151
 LM0151.The orthometric height was determined by differential leveling
 LM0151.and adjusted by the National Geodetic Survey in June 1991..
 LM0151
 LM0151.The geoid height was determined by GEOID03.
 LM0151
 LM0151.The dynamic height is computed by dividing the NAVD 88
 LM0151.geopotential number by the normal gravity value computed on the
 LM0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0151.degrees latitude (g = 980.6199 gals.).
 LM0151
 LM0151.The modeled gravity was interpolated from observed gravity values.
 LM0151
 LM0151;                    North         East    Units  Estimated Accuracy
 LM0151;SPC CO N     -   418,100.      864,120.      MT  (+/- 180 meters Scaled)
 LM0151
 LM0151                          SUPERSEDED SURVEY CONTROL
 LM0151
 LM0151  NGVD 29 (??/??/92) 2919.952  (m)         9579.88   (f) ADJ UNCH    1 2
 LM0151
 LM0151.Superseded values are not recommended for survey control.
 LM0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0151.See file dsdata.txt to determine how the superseded data were derived.
 LM0151
 LM0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE072674(NAD 83)
 LM0151_MARKER: DB = BENCH MARK DISK
 LM0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0151_STAMPING: A 362 1954
 LM0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0151+STABILITY: SURFACE MOTION
 LM0151
 LM0151  HISTORY     - Date     Condition        Report By
 LM0151  HISTORY     - 1954     MONUMENTED       CGS
 LM0151
 LM0151                          STATION DESCRIPTION
 LM0151
 LM0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LM0151'10.05 MI S FROM RAND.
 LM0151'10.05 MILES SOUTH ALONG STATE HIGWAY 125 FROM THE POST OFFICE AT RAND,
 LM0151'ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, 66 FEET SOUTHWEST OF THE
 LM0151'CENTER LINE OF THE HIGHWAY, 13 FEET SOUTH OF A 24 INCH PINE TREE, 14
 LM0151'FEET WEST OF THE CENTER LINE OF A DIRT ROAD, 1.9 FEET SOUTH OF A
 LM0151'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9
 LM0151'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0078 ***********************************************************************
 LM0078  DESIGNATION -  A 363
 LM0078  PID         -  LM0078
 LM0078  STATE/COUNTY-  CO/JACKSON
 LM0078  USGS QUAD   -  WALDEN (1955)
 LM0078
 LM0078                         *CURRENT SURVEY CONTROL
 LM0078  ___________________________________________________________________
 LM0078* NAD 83(1986)-  40 44 40.     (N)    106 16 37.     (W)     SCALED    
 LM0078* NAVD 88     -      2485.342  (meters)    8153.99   (feet)  ADJUSTED  
 LM0078  ___________________________________________________________________
 LM0078  GEOID HEIGHT-         -11.94  (meters)                     GEOID03
 LM0078  DYNAMIC HT  -        2482.752 (meters)    8145.50  (feet)  COMP
 LM0078  MODELED GRAV-     979,492.5   (mgal)                       NAVD 88
 LM0078
 LM0078  VERT ORDER  -  FIRST     CLASS II
 LM0078
 LM0078.The horizontal coordinates were scaled from a topographic map and have
 LM0078.an estimated accuracy of +/- 6 seconds.
 LM0078
 LM0078.The orthometric height was determined by differential leveling
 LM0078.and adjusted by the National Geodetic Survey in June 1991..
 LM0078
 LM0078.Photographs are available for this station.
 LM0078
 LM0078.The geoid height was determined by GEOID03.
 LM0078
 LM0078.The dynamic height is computed by dividing the NAVD 88
 LM0078.geopotential number by the normal gravity value computed on the
 LM0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0078.degrees latitude (g = 980.6199 gals.).
 LM0078
 LM0078.The modeled gravity was interpolated from observed gravity values.
 LM0078
 LM0078;                    North         East    Units  Estimated Accuracy
 LM0078;SPC CO N     -   461,770.      848,780.      MT  (+/- 180 meters Scaled)
 LM0078
 LM0078                          SUPERSEDED SURVEY CONTROL
 LM0078
 LM0078  NGVD 29 (??/??/92) 2483.965  (m)         8149.48   (f) ADJ UNCH    1 2
 LM0078
 LM0078.Superseded values are not recommended for survey control.
 LM0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0078.See file dsdata.txt to determine how the superseded data were derived.
 LM0078
 LM0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF921111(NAD 83)
 LM0078_MARKER: DB = BENCH MARK DISK
 LM0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0078_STAMPING: A 363 1954
 LM0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0078+STABILITY: SURFACE MOTION
 LM0078
 LM0078  HISTORY     - Date     Condition        Report By
 LM0078  HISTORY     - 1954     MONUMENTED       CGS
 LM0078
 LM0078                          STATION DESCRIPTION
 LM0078
 LM0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LM0078'1.35 MI NE FROM WALDEN.
 LM0078'1.05 MILES NORTHEAST ALONG STATE HIGHWAY 125 FROM THE POST OFFICE AT
 LM0078'WALDEN, THENCE 0.3 MILE EAST ALONG A DIRT ROAD, AT THE WALDEN AIRPORT
 LM0078'AND FAIR GROUNDS, 45 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 LM0078'4.4 FEET EAST OF THE SOUTHWEST CORNER OF THE MAIN HANGAR, SET IN THE
 LM0078'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0072 ***********************************************************************
 KM0072  DESIGNATION -  A 364
 KM0072  PID         -  KM0072
 KM0072  STATE/COUNTY-  CO/MESA
 KM0072  USGS QUAD   -  GRAND JUNCTION (1973)
 KM0072
 KM0072                         *CURRENT SURVEY CONTROL
 KM0072  ___________________________________________________________________
 KM0072* NAD 83(1986)-  39 05 21.     (N)    108 33 07.     (W)     SCALED    
 KM0072* NAVD 88     -      1420.464  (meters)    4660.31   (feet)  ADJUSTED  
 KM0072  ___________________________________________________________________
 KM0072  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 KM0072  DYNAMIC HT  -        1419.099 (meters)    4655.83  (feet)  COMP
 KM0072  MODELED GRAV-     979,617.0   (mgal)                       NAVD 88
 KM0072
 KM0072  VERT ORDER  -  SECOND    CLASS 0
 KM0072
 KM0072.The horizontal coordinates were scaled from a topographic map and have
 KM0072.an estimated accuracy of +/- 6 seconds.
 KM0072
 KM0072.The orthometric height was determined by differential leveling
 KM0072.and adjusted by the National Geodetic Survey in June 1991..
 KM0072
 KM0072.The geoid height was determined by GEOID03.
 KM0072
 KM0072.The dynamic height is computed by dividing the NAVD 88
 KM0072.geopotential number by the normal gravity value computed on the
 KM0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0072.degrees latitude (g = 980.6199 gals.).
 KM0072
 KM0072.The modeled gravity was interpolated from observed gravity values.
 KM0072
 KM0072;                    North         East    Units  Estimated Accuracy
 KM0072;SPC CO C     -   448,640.      650,420.      MT  (+/- 180 meters Scaled)
 KM0072
 KM0072                          SUPERSEDED SURVEY CONTROL
 KM0072
 KM0072  NGVD 29 (??/??/92) 1419.445  (m)         4656.96   (f) ADJ UNCH    2 0
 KM0072
 KM0072.Superseded values are not recommended for survey control.
 KM0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0072.See file dsdata.txt to determine how the superseded data were derived.
 KM0072
 KM0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ117295(NAD 83)
 KM0072_MARKER: DB = BENCH MARK DISK
 KM0072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KM0072_SP_SET: RETAINING WALL
 KM0072_STAMPING: A 364 1963
 KM0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0072
 KM0072  HISTORY     - Date     Condition        Report By
 KM0072  HISTORY     - 1963     MONUMENTED       CGS
 KM0072  HISTORY     - 20030209 MARK NOT FOUND   INDIV
 KM0072
 KM0072                          STATION DESCRIPTION
 KM0072
 KM0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 KM0072'IN GRAND JUNCTION.
 KM0072'FROM THE INTERSECTION OF 12TH STREET AND NORTH AVE. GO NORTH ON 12TH
 KM0072'STREET FOR 0.8 MILES TO A BRIDGE OVER CANAL AND THE MARK ON THE RIGHT.
 KM0072'THE MARK IS 21 FEET EAST OF THE CENTER-LINE OF 12TH STREET. 7 FEET
 KM0072'SOUTH OF POWER POLE MARKED EGGERS Y 56 WLP 45 AND 1.5 FEET EAST OF THE
 KM0072'EAST EDGE OF BRIDGE.  THE MARK IS A STANDARD DISK SET IN A DRILL HOLE
 KM0072'IN THE TOP OF THE WEST END OF A RETAINING WALL AGAINST THE NORTH SIDE
 KM0072'OF THE CANAL AND IS STAMPED A 364 1963.
 KM0072
 KM0072                          STATION RECOVERY (2003)
 KM0072
 KM0072'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (PJM)
 KM0072'DID NOT FIND BENCHMARK. BRIDGE WAS REBUILT IN 1976, SO BENCHMARK WAS
 KM0072'PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0086 ***********************************************************************
 HM0086  DESIGNATION -  A 366
 HM0086  PID         -  HM0086
 HM0086  STATE/COUNTY-  CO/MONTEZUMA
 HM0086  USGS QUAD   -  CORTEZ (1979)
 HM0086
 HM0086                         *CURRENT SURVEY CONTROL
 HM0086  ___________________________________________________________________
 HM0086* NAD 83(1986)-  37 20 14.     (N)    108 36 04.     (W)     SCALED    
 HM0086* NAVD 88     -      1868.010  (meters)    6128.63   (feet)  ADJUSTED  
 HM0086  ___________________________________________________________________
 HM0086  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 HM0086  DYNAMIC HT  -        1865.734 (meters)    6121.16  (feet)  COMP
 HM0086  MODELED GRAV-     979,345.9   (mgal)                       NAVD 88
 HM0086
 HM0086  VERT ORDER  -  FIRST     CLASS II
 HM0086
 HM0086.The horizontal coordinates were scaled from a topographic map and have
 HM0086.an estimated accuracy of +/- 6 seconds.
 HM0086
 HM0086.The orthometric height was determined by differential leveling
 HM0086.and adjusted by the National Geodetic Survey in June 1991..
 HM0086.WARNING-Repeat measurements at this control monument indicate possible
 HM0086.vertical movement.
 HM0086
 HM0086.The geoid height was determined by GEOID03.
 HM0086
 HM0086.The dynamic height is computed by dividing the NAVD 88
 HM0086.geopotential number by the normal gravity value computed on the
 HM0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0086.degrees latitude (g = 980.6199 gals.).
 HM0086
 HM0086.The modeled gravity was interpolated from observed gravity values.
 HM0086
 HM0086;                    North         East    Units  Estimated Accuracy
 HM0086;SPC CO S     -   383,780.      639,650.      MT  (+/- 180 meters Scaled)
 HM0086
 HM0086                          SUPERSEDED SURVEY CONTROL
 HM0086
 HM0086  NGVD 29 (??/??/92) 1867.075  (m)         6125.56   (f) ADJ UNCH    1 2
 HM0086
 HM0086.Superseded values are not recommended for survey control.
 HM0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0086.See file dsdata.txt to determine how the superseded data were derived.
 HM0086
 HM0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG125349(NAD 83)
 HM0086_MARKER: DB = BENCH MARK DISK
 HM0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0086_STAMPING: A366 1963
 HM0086_MARK LOGO: CGS   
 HM0086_PROJECTION: FLUSH
 HM0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0086+STABILITY: SURFACE MOTION
 HM0086
 HM0086  HISTORY     - Date     Condition        Report By
 HM0086  HISTORY     - 1963     MONUMENTED       CGS
 HM0086  HISTORY     - 1984     POOR             NGS
 HM0086
 HM0086                          STATION DESCRIPTION
 HM0086
 HM0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HM0086'1.25 MI SW FROM CORTEZ.
 HM0086'1.25 MILES WEST AND SOUTH ALONG U.S. 160 AND U. S. 666 FROM THE
 HM0086'INTERSECTION OF MAIN ST. AND MARKET ST. IN THE CENTER OF CORTEZ.  THE
 HM0086'BENCH MARK IS LOCATED IN THE MEDIAN STRIP BETWEEN THE NORTH AND SOUTH
 HM0086'LANES OF U.S. 666.  IN THE CENTER OF THE SOUTHERN-MOST SECTION OF THE
 HM0086'MEDIAN STRIP.  190 FT. S OF ENTRANCE TO SOUTHWEST MEMORIAL HOSPITAL
 HM0086'(SOUTH ENTRANCE).  135.5 FT. S OF STREET LIGHT.  142.8 FT. N OF STREET
 HM0086'LIGHT.  7.3 FT. E OF THE W CURB OF THE MEDIAN STRIP.  5.9 FT. W OF THE
 HM0086'E CURB OF THE MEDIAN STRIP.  ABOUT 5 IN. ABOVE THE SURFACE OF THE
 HM0086'HIGHWAY.  A STANDARD DISK, STAMPED A 366 1963, SET IN THE TOP OF A
 HM0086'ROUND CONCRETE MONUMENT FLUSH WITH THE SURFACE.
 HM0086
 HM0086                          STATION RECOVERY (1984)
 HM0086
 HM0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HM0086'RECOVERED IN POOR CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.2 KM
 HM0086'(0.75 MI) SOUTH ALONG U.S. HIGHWAY 160 FROM ITS WEST JUNCTION WITH
 HM0086'U.S. HIGHWAY 666 IN CORTEZ, IN THE MEDIAN STRIP BETWEEN THE NORTH AND
 HM0086'SOUTH BOUND LANES OF THE HIGHWAY, 58.0 METERS (190.3 FT) SOUTH OF THE
 HM0086'CENTER OF THE SOUTH ENTRANCE ROAD TO THE FUDDS RESTAURANT, 43.5 METERS
 HM0086'(142.7 FT) NORTH OF A STREET LIGHT, 9.5 METERS (31.2 FT) WEST OF THE
 HM0086'CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, AND 6.3 METERS
 HM0086'(20.7 FT) EAST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE
 HM0086'HIGHWAY.  NOTE=THE MONUMENT HAS BEEN HIT AND THE WEST EDGE IS CHIPPED
 HM0086'AWAY AND IS LEANING TO THE SOUTH.
 HM0086'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0122 ***********************************************************************
 KM0122  DESIGNATION -  A 37
 KM0122  PID         -  KM0122
 KM0122  STATE/COUNTY-  CO/RIO BLANCO
 KM0122  USGS QUAD   -  DAVIS CANYON (1987)
 KM0122
 KM0122                         *CURRENT SURVEY CONTROL
 KM0122  ___________________________________________________________________
 KM0122* NAD 83(1986)-  39 44 12.     (N)    109 02 06.     (W)     SCALED    
 KM0122* NAVD 88     -      1833.915  (meters)    6016.77   (feet)  ADJUSTED  
 KM0122  ___________________________________________________________________
 KM0122  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 KM0122  DYNAMIC HT  -        1832.115 (meters)    6010.86  (feet)  COMP
 KM0122  MODELED GRAV-     979,579.9   (mgal)                       NAVD 88
 KM0122
 KM0122  VERT ORDER  -  FIRST     CLASS II
 KM0122
 KM0122.The horizontal coordinates were scaled from a topographic map and have
 KM0122.an estimated accuracy of +/- 6 seconds.
 KM0122
 KM0122.The orthometric height was determined by differential leveling
 KM0122.and adjusted by the National Geodetic Survey in June 1991..
 KM0122
 KM0122.The geoid height was determined by GEOID03.
 KM0122
 KM0122.The dynamic height is computed by dividing the NAVD 88
 KM0122.geopotential number by the normal gravity value computed on the
 KM0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0122.degrees latitude (g = 980.6199 gals.).
 KM0122
 KM0122.The modeled gravity was interpolated from observed gravity values.
 KM0122
 KM0122;                    North         East    Units  Estimated Accuracy
 KM0122;SPC CO N     -   355,620.      611,460.      MT  (+/- 180 meters Scaled)
 KM0122
 KM0122                          SUPERSEDED SURVEY CONTROL
 KM0122
 KM0122  NGVD 29 (??/??/92) 1832.654  (m)         6012.63   (f) ADJ UNCH    1 2
 KM0122
 KM0122.Superseded values are not recommended for survey control.
 KM0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0122.See file dsdata.txt to determine how the superseded data were derived.
 KM0122
 KM0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK683003(NAD 83)
 KM0122_MARKER: DB = BENCH MARK DISK
 KM0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KM0122_STAMPING: 6012.632 A 37 1933
 KM0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0122+STABILITY: SURFACE MOTION
 KM0122
 KM0122  HISTORY     - Date     Condition        Report By
 KM0122  HISTORY     - 1933     MONUMENTED       CGS
 KM0122
 KM0122                          STATION DESCRIPTION
 KM0122
 KM0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KM0122'3.9 MI SE FROM DRAGON.
 KM0122'IN RIO BLANCO COUNTY, COLORADO, 3.9 MILES SOUTHEAST ALONG THE OLD
 KM0122'ROADBED OF THE ABANDONED UINTAH RAILWAY FROM DRAGON, UINTAH COUNTY,
 KM0122'UTAH, 1.8 MILES SOUTHEAST OF THE COLORADO-UTAH STATE LINE, ON THE
 KM0122'INSIDE OF A LONG CURVE, 40 FEET NORTHEAST OF A WAGON ROAD, 27 FEET
 KM0122'SOUTHWEST OF THE CENTERLINE OF THE OLD ROADBED, AND ON A BANK.  A
 KM0122'STANDARD DISK, STAMPED 6012.632 A 37 1933 AND SET IN THE TOP OF A
 KM0122'CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0035 ***********************************************************************
 KK0035  DESIGNATION -  A 374
 KK0035  PID         -  KK0035
 KK0035  STATE/COUNTY-  CO/ADAMS
 KK0035  USGS QUAD   -  BENNETT (1975)
 KK0035
 KK0035                         *CURRENT SURVEY CONTROL
 KK0035  ___________________________________________________________________
 KK0035* NAD 83(1986)-  39 45 25.     (N)    104 28 10.     (W)     SCALED    
 KK0035* NAVD 88     -      1672.338  (meters)    5486.66   (feet)  ADJUSTED  
 KK0035  ___________________________________________________________________
 KK0035  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 KK0035  DYNAMIC HT  -        1670.771 (meters)    5481.52  (feet)  COMP
 KK0035  MODELED GRAV-     979,630.1   (mgal)                       NAVD 88
 KK0035
 KK0035  VERT ORDER  -  SECOND    CLASS 0
 KK0035
 KK0035.The horizontal coordinates were scaled from a topographic map and have
 KK0035.an estimated accuracy of +/- 6 seconds.
 KK0035
 KK0035.The orthometric height was determined by differential leveling
 KK0035.and adjusted by the National Geodetic Survey in June 1991..
 KK0035
 KK0035.The geoid height was determined by GEOID03.
 KK0035
 KK0035.The dynamic height is computed by dividing the NAVD 88
 KK0035.geopotential number by the normal gravity value computed on the
 KK0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0035.degrees latitude (g = 980.6199 gals.).
 KK0035
 KK0035.The modeled gravity was interpolated from observed gravity values.
 KK0035
 KK0035;                    North         East    Units  Estimated Accuracy
 KK0035;SPC CO N     -   352,350.    1,002,710.      MT  (+/- 180 meters Scaled)
 KK0035
 KK0035                          SUPERSEDED SURVEY CONTROL
 KK0035
 KK0035  NGVD 29 (??/??/92) 1671.427  (m)         5483.67   (f) ADJ UNCH    2 0
 KK0035
 KK0035.Superseded values are not recommended for survey control.
 KK0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0035.See file dsdata.txt to determine how the superseded data were derived.
 KK0035
 KK0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE454009(NAD 83)
 KK0035_MARKER: DB = BENCH MARK DISK
 KK0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0035_STAMPING: A 374 1960
 KK0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0035+STABILITY: SURFACE MOTION
 KK0035
 KK0035  HISTORY     - Date     Condition        Report By
 KK0035  HISTORY     - 1960     MONUMENTED       CGS
 KK0035
 KK0035                          STATION DESCRIPTION
 KK0035
 KK0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KK0035'2.3 MI W FROM BENNETT.
 KK0035'2.3 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KK0035'AT BENNETT, ADAMS COUNTY, 46 FEET SOUTH OF THE SOUTH RAIL, 2
 KK0035'FEET NORTHWEST OF A FENCE CORNER, AND 2 FEET SOUTHWEST OF A
 KK0035'WITNESS POST.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A
 KK0035'10 INCH SQUARE CONCRETE POST, WHICH PROJECTS 3 INCHES AND IS
 KK0035'STAMPED A 374 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0484 ***********************************************************************
 KK0484  DESIGNATION -  A 375
 KK0484  PID         -  KK0484
 KK0484  STATE/COUNTY-  CO/ARAPAHOE
 KK0484  USGS QUAD   -  COAL CREEK (1994)
 KK0484
 KK0484                         *CURRENT SURVEY CONTROL
 KK0484  ___________________________________________________________________
 KK0484* NAD 83(1986)-  39 38 18.     (N)    104 41 10.     (W)     SCALED    
 KK0484* NAVD 88     -      1778.307  (meters)    5834.33   (feet)  ADJUSTED  
 KK0484  ___________________________________________________________________
 KK0484  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 KK0484  DYNAMIC HT  -        1776.575 (meters)    5828.65  (feet)  COMP
 KK0484  MODELED GRAV-     979,589.7   (mgal)                       NAVD 88
 KK0484
 KK0484  VERT ORDER  -  SECOND    CLASS 0
 KK0484
 KK0484.The horizontal coordinates were scaled from a topographic map and have
 KK0484.an estimated accuracy of +/- 6 seconds.
 KK0484
 KK0484.The orthometric height was determined by differential leveling
 KK0484.and adjusted by the National Geodetic Survey in June 1991..
 KK0484
 KK0484.The geoid height was determined by GEOID03.
 KK0484
 KK0484.The dynamic height is computed by dividing the NAVD 88
 KK0484.geopotential number by the normal gravity value computed on the
 KK0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0484.degrees latitude (g = 980.6199 gals.).
 KK0484
 KK0484.The modeled gravity was interpolated from observed gravity values.
 KK0484
 KK0484;                    North         East    Units  Estimated Accuracy
 KK0484;SPC CO C     -   505,490.      984,270.      MT  (+/- 180 meters Scaled)
 KK0484
 KK0484                          SUPERSEDED SURVEY CONTROL
 KK0484
 KK0484  NGVD 29 (??/??/92) 1777.345  (m)         5831.17   (f) ADJ UNCH    2 0
 KK0484
 KK0484.Superseded values are not recommended for survey control.
 KK0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0484.See file dsdata.txt to determine how the superseded data were derived.
 KK0484
 KK0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED269876(NAD 83)
 KK0484_MARKER: DB = BENCH MARK DISK
 KK0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0484_STAMPING: A 375 1960
 KK0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0484+STABILITY: SURFACE MOTION
 KK0484
 KK0484  HISTORY     - Date     Condition        Report By
 KK0484  HISTORY     - 1960     MONUMENTED       CGS
 KK0484
 KK0484                          STATION DESCRIPTION
 KK0484
 KK0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KK0484'8 MI ESE FROM BUCKLEY ANG BASE.
 KK0484'7.2 MILES EAST AND SOUTH ALONG COLORADO STATE HIGHWAY 30,
 KK0484'FROM THE MAIN GATE AT BUCKLEY A.N.G. BASE, THENCE LEFT FORK, EAST,
 KK0484'FOR 1.8 MILES.  THE MARK IS A STANDARD C AND GS BENCH MARK SET IN
 KK0484'TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES.
 KK0484'IT IS 122 FEET NORTH OF THE CENTER OF AN OILED ROAD, 34 FEET WEST
 KK0484'OF A WITNESS POST, AND 2 FEET SOUTH OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0453 ***********************************************************************
 KK0453  DESIGNATION -  A 378
 KK0453  PID         -  KK0453
 KK0453  STATE/COUNTY-  CO/ARAPAHOE
 KK0453  USGS QUAD   -  PARKER (1994)
 KK0453
 KK0453                         *CURRENT SURVEY CONTROL
 KK0453  ___________________________________________________________________
 KK0453* NAD 83(1986)-  39 35 41.     (N)    104 49 14.     (W)     SCALED    
 KK0453* NAVD 88     -      1732.088  (meters)    5682.69   (feet)  POSTED    
 KK0453  ___________________________________________________________________
 KK0453  GEOID HEIGHT-         -17.37  (meters)                     GEOID03
 KK0453  DYNAMIC HT  -        1730.390 (meters)    5677.12  (feet)  COMP
 KK0453  MODELED GRAV-     979,584.2   (mgal)                       NAVD 88
 KK0453
 KK0453  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0453
 KK0453.The horizontal coordinates were scaled from a topographic map and have
 KK0453.an estimated accuracy of +/- 6 seconds.
 KK0453
 KK0453.The orthometric height was determined by differential leveling
 KK0453.and adjusted by the National Geodetic Survey in 1992..
 KK0453.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0453.rate of 1.1 thru 2.0 mm/km.
 KK0453
 KK0453.The geoid height was determined by GEOID03.
 KK0453
 KK0453.The dynamic height is computed by dividing the NAVD 88
 KK0453.geopotential number by the normal gravity value computed on the
 KK0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0453.degrees latitude (g = 980.6199 gals.).
 KK0453
 KK0453.The modeled gravity was interpolated from observed gravity values.
 KK0453
 KK0453;                    North         East    Units  Estimated Accuracy
 KK0453;SPC CO C     -   500,550.      972,760.      MT  (+/- 180 meters Scaled)
 KK0453
 KK0453                          SUPERSEDED SURVEY CONTROL
 KK0453
 KK0453  NGVD 29 (??/??/92) 1731.190  (m)         5679.75   (f) ADJ UNCH    2 0
 KK0453
 KK0453.Superseded values are not recommended for survey control.
 KK0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0453.See file dsdata.txt to determine how the superseded data were derived.
 KK0453
 KK0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED154827(NAD 83)
 KK0453_MARKER: DB = BENCH MARK DISK
 KK0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0453_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0453_STAMPING: A 378 1971
 KK0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0453+STABILITY: SURFACE MOTION
 KK0453
 KK0453  HISTORY     - Date     Condition        Report By
 KK0453  HISTORY     - 1971     MONUMENTED       NGS
 KK0453  HISTORY     - 19911118 MARK NOT FOUND   NGS
 KK0453
 KK0453                          STATION DESCRIPTION
 KK0453
 KK0453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 KK0453'6.5 MI NW FROM PARKER.
 KK0453'TO REACH FROM THE INTERSECTION OF PEORIA STREET (ROAD LEADING TO
 KK0453'THE ARAPAHOE CO. AIRPORT) AND ARAPAHOE ROAD, GO EAST ON ARAPAHOE
 KK0453'ROAD FOR 1.4 MILES TO THE INTERSECTION OF JORDAN ROAD.  MARK IS
 KK0453'LOCATED IN THE SOUTHEAST QUADRANT OF THE INTERSECTION, 54.6 FEET
 KK0453'NNE OF TELEPONE POLE 335, 3 FEET SSW OF TELEPHONE POLE 9315,
 KK0453'34 FEET NNE OF THE CENTERLINE OF JORDAN ROAD, 80.5 FEET SOUTH OF
 KK0453'THE SOUTH EDGE OF ARAPAHOE ROAD.  A STANDARD BENCH MARK DISK SET
 KK0453'IN THE TOP OF A CONCRETE CYLINDER, FLUSH WITH GROUND LEVEL AND
 KK0453'STAMPED A 378 1971.
 KK0453
 KK0453                          STATION RECOVERY (1991)
 KK0453
 KK0453'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KK0453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0135 ***********************************************************************
 LN0135  DESIGNATION -  A 379
 LN0135  PID         -  LN0135
 LN0135  STATE/COUNTY-  CO/MOFFAT
 LN0135  USGS QUAD   -  SUGARLOAF BUTTE (1966)
 LN0135
 LN0135                         *CURRENT SURVEY CONTROL
 LN0135  ___________________________________________________________________
 LN0135* NAD 83(1986)-  40 53 47.     (N)    108 44 59.     (W)     SCALED    
 LN0135* NAVD 88     -      2114.791  (meters)    6938.28   (feet)  ADJUSTED  
 LN0135  ___________________________________________________________________
 LN0135  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 LN0135  DYNAMIC HT  -        2112.843 (meters)    6931.89  (feet)  COMP
 LN0135  MODELED GRAV-     979,627.0   (mgal)                       NAVD 88
 LN0135
 LN0135  VERT ORDER  -  SECOND    CLASS 0
 LN0135
 LN0135.The horizontal coordinates were scaled from a topographic map and have
 LN0135.an estimated accuracy of +/- 6 seconds.
 LN0135
 LN0135.The orthometric height was determined by differential leveling
 LN0135.and adjusted by the National Geodetic Survey in June 1991..
 LN0135
 LN0135.The geoid height was determined by GEOID03.
 LN0135
 LN0135.The dynamic height is computed by dividing the NAVD 88
 LN0135.geopotential number by the normal gravity value computed on the
 LN0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0135.degrees latitude (g = 980.6199 gals.).
 LN0135
 LN0135.The modeled gravity was interpolated from observed gravity values.
 LN0135
 LN0135;                    North         East    Units  Estimated Accuracy
 LN0135;SPC CO N     -   483,370.      640,610.      MT  (+/- 180 meters Scaled)
 LN0135
 LN0135                          SUPERSEDED SURVEY CONTROL
 LN0135
 LN0135  NGVD 29 (??/??/92) 2113.474  (m)         6933.96   (f) ADJ UNCH    2 0
 LN0135
 LN0135.Superseded values are not recommended for survey control.
 LN0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0135.See file dsdata.txt to determine how the superseded data were derived.
 LN0135
 LN0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL895296(NAD 83)
 LN0135_MARKER: DB = BENCH MARK DISK
 LN0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0135_STAMPING: A 379 1962
 LN0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0135+STABILITY: SURFACE MOTION
 LN0135
 LN0135  HISTORY     - Date     Condition        Report By
 LN0135  HISTORY     - 1962     MONUMENTED       CGS
 LN0135
 LN0135                          STATION DESCRIPTION
 LN0135
 LN0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0135'25.05 MI N FROM GREYSTONE.
 LN0135'9.4 MILES NORTH ALONG COUNTY ROAD 10 FROM THE STORE AND POST OFFICE AT
 LN0135'GREYSTONE, THENCE 15.65 MILES NORTH ALONG COUNTY ROAD 318, 0.2 MILE
 LN0135'SOUTHEAST OF THE JUNCTION OF A ROAD, 0.15 MILE SOUTHEAST OF A 36-INCH
 LN0135'PIPE CULVERT, ON THE OUTSIDE OF A CURVE, 87 FEET EAST OF THE CENTER
 LN0135'LINE OF THE ROAD, 2.0 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT LOWER
 LN0135'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 LN0135'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0223 ***********************************************************************
 JJ0223  DESIGNATION -  A 38
 JJ0223  PID         -  JJ0223
 JJ0223  STATE/COUNTY-  CO/PROWERS
 JJ0223  USGS QUAD   -  LAMAR EAST (1979)
 JJ0223
 JJ0223                         *CURRENT SURVEY CONTROL
 JJ0223  ___________________________________________________________________
 JJ0223* NAD 83(1992)-  38 07 02.61753(N)    102 36 31.23938(W)     ADJUSTED  
 JJ0223* NAVD 88     -      1103.313  (meters)    3619.79   (feet)  ADJUSTED  
 JJ0223  ___________________________________________________________________
 JJ0223  X           -  -1,096,966.245 (meters)                     COMP
 JJ0223  Y           -  -4,904,055.937 (meters)                     COMP
 JJ0223  Z           -   3,916,370.557 (meters)                     COMP
 JJ0223  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 JJ0223  ELLIP HEIGHT-        1080.07  (meters)          (12/03/02) GPS OBS
 JJ0223  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 JJ0223  DYNAMIC HT  -        1102.259 (meters)    3616.33  (feet)  COMP
 JJ0223  MODELED GRAV-     979,636.8   (mgal)                       NAVD 88
 JJ0223
 JJ0223  HORZ ORDER  -  FIRST
 JJ0223  VERT ORDER  -  FIRST     CLASS II
 JJ0223  ELLP ORDER  -  FOURTH    CLASS II
 JJ0223
 JJ0223.The horizontal coordinates were established by GPS observations
 JJ0223.and adjusted by the National Geodetic Survey in April 1997..
 JJ0223
 JJ0223.The orthometric height was determined by differential leveling
 JJ0223.and adjusted by the National Geodetic Survey in June 1991..
 JJ0223
 JJ0223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JJ0223
 JJ0223.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0223
 JJ0223.The ellipsoidal height was determined by GPS observations
 JJ0223.and is referenced to NAD 83.
 JJ0223
 JJ0223.The geoid height was determined by GEOID03.
 JJ0223
 JJ0223.The dynamic height is computed by dividing the NAVD 88
 JJ0223.geopotential number by the normal gravity value computed on the
 JJ0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0223.degrees latitude (g = 980.6199 gals.).
 JJ0223
 JJ0223.The modeled gravity was interpolated from observed gravity values.
 JJ0223
 JJ0223;                    North         East     Units Scale Factor Converg.
 JJ0223;SPC CO S     -   469,733.343 1,167,897.190   MT  0.99995758   +1 46 24.5
 JJ0223;SPC CO S     - 1,541,116.81  3,831,676.03   sFT  0.99995758   +1 46 24.5
 JJ0223;UTM  13      - 4,221,541.466   709,631.214   MT  1.00014126   +1 28 35.9
 JJ0223
 JJ0223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0223!SPC CO S     -   0.99983055  x   0.99995758  =   0.99978814
 JJ0223!UTM  13      -   0.99983055  x   1.00014126  =   0.99997179
 JJ0223
 JJ0223                          SUPERSEDED SURVEY CONTROL
 JJ0223
 JJ0223  ELLIP H (04/04/97) 1080.03   (m)                       GP(       ) 4 1
 JJ0223  NGVD 29 (??/??/92) 1102.753  (m)         3617.95   (f) ADJ UNCH    1 2
 JJ0223
 JJ0223.Superseded values are not recommended for survey control.
 JJ0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0223.See file dsdata.txt to determine how the superseded data were derived.
 JJ0223
 JJ0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC0963121541(NAD 83)
 JJ0223_MARKER: DB = BENCH MARK DISK
 JJ0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0223_STAMPING: A 38 1933
 JJ0223_MARK LOGO: CGS   
 JJ0223_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JJ0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0223+STABILITY: SURFACE MOTION
 JJ0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0223+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1996
 JJ0223
 JJ0223  HISTORY     - Date     Condition        Report By
 JJ0223  HISTORY     - 1933     MONUMENTED       CGS
 JJ0223  HISTORY     - 1968     GOOD             NGS
 JJ0223  HISTORY     - 19960325 GOOD             CODOT
 JJ0223
 JJ0223                          STATION DESCRIPTION
 JJ0223
 JJ0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JJ0223'2.2 MI N FROM LAMAR.
 JJ0223'2.2 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JJ0223'FROM THE STATION AT LAMAR, PROWERS COUNTY, AT THE FIRST ROAD
 JJ0223'CROSSING NORTH OF ARKANSAS RIVER, 72.8 FEET EAST OF THE CENTERLINE
 JJ0223'OF THE TRACK, 32 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 10.5
 JJ0223'FEET NORTH OF POLE H 2.  A STANDARD DISK, STAMPED A 38 1933 AND
 JJ0223'SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT IS 3.5 FEET SOUTHWEST
 JJ0223'OF A CORNER FENCE POST, 2.5 FEET WEST OF A FENCE, 1.5 FEET SOUTH
 JJ0223'OF A METAL WITNESS POST AND PROJECTS 5 INCHES.
 JJ0223
 JJ0223                          STATION RECOVERY (1968)
 JJ0223
 JJ0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JJ0223'RECOVERED IN GOOD CONDITION.
 JJ0223
 JJ0223                          STATION RECOVERY (1996)
 JJ0223
 JJ0223'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (JRZ)
 JJ0223'RECOVERED AS DESCRIBED.  TAKE US HIGHWAY 287 NORTH FROM LAMAR, 2.2
 JJ0223'MILESTO SH 196.  TURN EAST ONTO SH 196 AND GO 1 MILETO STATION ON
 JJ0223'RIGHT.  STATION IS SET IN THE TOP OF CONCRETE POST THAT PROJECT 5
 JJ0223'INCHES AND IS 42 FEETSOUTH OF THE CENTER OF SH 196, 123 FEETEAST OF A
 JJ0223'BARBED WIRE FENCE, AND 8 FEETSOUTHWEST OF A TALL POLE.  THE STATION
 JJ0223'WAS RECOVERED IN GOOD CONDITION IN MARCH 1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0148 ***********************************************************************
 LN0148  DESIGNATION -  A 380
 LN0148  PID         -  LN0148
 LN0148  STATE/COUNTY-  CO/MOFFAT
 LN0148  USGS QUAD   -  BIG JOE BASIN (1966)
 LN0148
 LN0148                         *CURRENT SURVEY CONTROL
 LN0148  ___________________________________________________________________
 LN0148* NAD 83(1986)-  40 45 19.     (N)    108 45 58.     (W)     SCALED    
 LN0148* NAVD 88     -      1845.145  (meters)    6053.61   (feet)  ADJUSTED  
 LN0148  ___________________________________________________________________
 LN0148  GEOID HEIGHT-         -15.28  (meters)                     GEOID03
 LN0148  DYNAMIC HT  -        1843.498 (meters)    6048.21  (feet)  COMP
 LN0148  MODELED GRAV-     979,666.6   (mgal)                       NAVD 88
 LN0148
 LN0148  VERT ORDER  -  SECOND    CLASS 0
 LN0148
 LN0148.The horizontal coordinates were scaled from a topographic map and have
 LN0148.an estimated accuracy of +/- 6 seconds.
 LN0148
 LN0148.The orthometric height was determined by differential leveling
 LN0148.and adjusted by the National Geodetic Survey in June 1991..
 LN0148
 LN0148.The geoid height was determined by GEOID03.
 LN0148
 LN0148.The dynamic height is computed by dividing the NAVD 88
 LN0148.geopotential number by the normal gravity value computed on the
 LN0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0148.degrees latitude (g = 980.6199 gals.).
 LN0148
 LN0148.The modeled gravity was interpolated from observed gravity values.
 LN0148
 LN0148;                    North         East    Units  Estimated Accuracy
 LN0148;SPC CO N     -   467,760.      638,660.      MT  (+/- 180 meters Scaled)
 LN0148
 LN0148                          SUPERSEDED SURVEY CONTROL
 LN0148
 LN0148  NGVD 29 (??/??/92) 1843.899  (m)         6049.53   (f) ADJ UNCH    2 0
 LN0148
 LN0148.Superseded values are not recommended for survey control.
 LN0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0148.See file dsdata.txt to determine how the superseded data were derived.
 LN0148
 LN0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL885139(NAD 83)
 LN0148_MARKER: DB = BENCH MARK DISK
 LN0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0148_STAMPING: A 380 1962
 LN0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0148+STABILITY: SURFACE MOTION
 LN0148
 LN0148  HISTORY     - Date     Condition        Report By
 LN0148  HISTORY     - 1962     MONUMENTED       CGS
 LN0148
 LN0148                          STATION DESCRIPTION
 LN0148
 LN0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0148'12.55 MI N FROM GREYSTONE.
 LN0148'9.4 MILES NORTH ALONG COUNTY ROAD 10 FROM THE STORE AND POST OFFICE AT
 LN0148'GREYSTONE, THENCE 3.15 MILES NORTH ALONG COUNTY ROAD 318, AT THE
 LN0148'JUNCTION OF COUNTY ROAD 10 WEST TO BROWNS PARK, 98 FEET WEST OF THE
 LN0148'CENTER LINE OF COUNTY ROAD 318, 91 FEET SOUTH OF THE CENTER LINE OF
 LN0148'COUNTY ROAD 10 WEST, 3.2 FEET NORTH OF A WITNESS POST, ABOUT LEVEL
 LN0148'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 LN0148'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0010 ***********************************************************************
 LN0010  DESIGNATION -  A 381
 LN0010  PID         -  LN0010
 LN0010  STATE/COUNTY-  CO/MOFFAT
 LN0010  USGS QUAD   -  LONE MOUNTAIN (1986)
 LN0010
 LN0010                         *CURRENT SURVEY CONTROL
 LN0010  ___________________________________________________________________
 LN0010* NAD 83(1986)-  40 34 45.     (N)    108 27 15.     (W)     SCALED    
 LN0010* NAVD 88     -      1795.315  (meters)    5890.13   (feet)  ADJUSTED  
 LN0010  ___________________________________________________________________
 LN0010  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 LN0010  DYNAMIC HT  -        1793.625 (meters)    5884.58  (feet)  COMP
 LN0010  MODELED GRAV-     979,620.6   (mgal)                       NAVD 88
 LN0010
 LN0010  VERT ORDER  -  SECOND    CLASS 0
 LN0010
 LN0010.The horizontal coordinates were scaled from a topographic map and have
 LN0010.an estimated accuracy of +/- 6 seconds.
 LN0010
 LN0010.The orthometric height was determined by differential leveling
 LN0010.and adjusted by the National Geodetic Survey in June 1991..
 LN0010
 LN0010.The geoid height was determined by GEOID03.
 LN0010
 LN0010.The dynamic height is computed by dividing the NAVD 88
 LN0010.geopotential number by the normal gravity value computed on the
 LN0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0010.degrees latitude (g = 980.6199 gals.).
 LN0010
 LN0010.The modeled gravity was interpolated from observed gravity values.
 LN0010
 LN0010;                    North         East    Units  Estimated Accuracy
 LN0010;SPC CO N     -   447,300.      664,330.      MT  (+/- 180 meters Scaled)
 LN0010
 LN0010                          SUPERSEDED SURVEY CONTROL
 LN0010
 LN0010  NGVD 29 (??/??/92) 1794.004  (m)         5885.83   (f) ADJ UNCH    2 0
 LN0010
 LN0010.Superseded values are not recommended for survey control.
 LN0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0010.See file dsdata.txt to determine how the superseded data were derived.
 LN0010
 LN0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK154951(NAD 83)
 LN0010_MARKER: DB = BENCH MARK DISK
 LN0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0010_STAMPING: A 381 1962
 LN0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0010+STABILITY: SURFACE MOTION
 LN0010
 LN0010  HISTORY     - Date     Condition        Report By
 LN0010  HISTORY     - 1962     MONUMENTED       CGS
 LN0010  HISTORY     - 1982     GOOD             USGS
 LN0010
 LN0010                          STATION DESCRIPTION
 LN0010
 LN0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0010'14.95 MI SE FROM GREYSTONE.
 LN0010'14.95 MILES SOUTHEAST ALONG COUNTY ROAD 10 FROM THE STORE AND POST
 LN0010'OFFICE AT GREYSTONE, 0.4 MILE NORTHWEST OF TWO LARGE PIPE CULVERTS,
 LN0010'0.05 MILE SOUTHEAST OF AN 18-INCH PIPE CULVERT, 35 FEET NORTHEAST OF
 LN0010'THE CENTER LINE OF THE ROAD, 2.0 FEET NORTHWEST OF A WITNESS POST,
 LN0010'ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 LN0010'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LN0010
 LN0010                          STATION RECOVERY (1982)
 LN0010
 LN0010'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LN0010'14.95 MILES SOUTHEAST OF GREYSTONE, 15.7 MILES SOUTHWEST US HWY 40
 LN0010'FROM MAYBELL, THENCE 6.5 MILES NORTHWEST ALONG DEER PARK ROAD, THENCE
 LN0010'8.7 MILES NORTH ALONG CO RD 25, THENCE 2.8 MILES NORTHWEST ALONG CO
 LN0010'ROAD 10, 220 FT NORTHWEST ALONG ROAD FROM DRAIN, 30 FT. NORTHEAST OF
 LN0010'ROAD, STANDARD TABLET SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0016 ***********************************************************************
 LN0016  DESIGNATION -  A 382
 LN0016  PID         -  LN0016
 LN0016  STATE/COUNTY-  CO/MOFFAT
 LN0016  USGS QUAD   -  LONE MOUNTAIN (1986)
 LN0016
 LN0016                         *CURRENT SURVEY CONTROL
 LN0016  ___________________________________________________________________
 LN0016* NAD 83(1986)-  40 32 53.     (N)    108 25 24.     (W)     SCALED    
 LN0016* NAVD 88     -      1739.605  (meters)    5707.35   (feet)  ADJUSTED  
 LN0016  ___________________________________________________________________
 LN0016  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 LN0016  DYNAMIC HT  -        1737.968 (meters)    5701.98  (feet)  COMP
 LN0016  MODELED GRAV-     979,623.6   (mgal)                       NAVD 88
 LN0016
 LN0016  VERT ORDER  -  SECOND    CLASS 0
 LN0016
 LN0016.The horizontal coordinates were scaled from a topographic map and have
 LN0016.an estimated accuracy of +/- 6 seconds.
 LN0016
 LN0016.The orthometric height was determined by differential leveling
 LN0016.and adjusted by the National Geodetic Survey in June 1991..
 LN0016
 LN0016.The geoid height was determined by GEOID03.
 LN0016
 LN0016.The dynamic height is computed by dividing the NAVD 88
 LN0016.geopotential number by the normal gravity value computed on the
 LN0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0016.degrees latitude (g = 980.6199 gals.).
 LN0016
 LN0016.The modeled gravity was interpolated from observed gravity values.
 LN0016
 LN0016;                    North         East    Units  Estimated Accuracy
 LN0016;SPC CO N     -   443,760.      666,830.      MT  (+/- 180 meters Scaled)
 LN0016
 LN0016                          SUPERSEDED SURVEY CONTROL
 LN0016
 LN0016  NGVD 29 (??/??/92) 1738.300  (m)         5703.07   (f) ADJ UNCH    2 0
 LN0016
 LN0016.Superseded values are not recommended for survey control.
 LN0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0016.See file dsdata.txt to determine how the superseded data were derived.
 LN0016
 LN0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK181917(NAD 83)
 LN0016_MARKER: DB = BENCH MARK DISK
 LN0016_SETTING: 66 = SET IN ROCK OUTCROP
 LN0016_SP_SET: OUTCROP
 LN0016_STAMPING: A 382 1962
 LN0016_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0016+STABILITY: POSITION/ELEVATION WELL
 LN0016
 LN0016  HISTORY     - Date     Condition        Report By
 LN0016  HISTORY     - 1962     MONUMENTED       CGS
 LN0016  HISTORY     - 1982     GOOD             USGS
 LN0016
 LN0016                          STATION DESCRIPTION
 LN0016
 LN0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0016'17.9 MI N FROM ELK SPRINGS.
 LN0016'0.15 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT ELK
 LN0016'SPRINGS, THENCE 0.2 MILE WEST ALONG COUNTY ROAD 14, THENCE 1.45 MILES
 LN0016'NORTH ALONG A GRADED ROAD, THENCE 16.1 MILES NORTH ALONG A TRACK ROAD,
 LN0016'17.8 MILES SOUTHEAST OF GREYSTONE, 146 FEET SOUTH OF BENCH MARK 7 DHW
 LN0016'(USGS), ON THE EAST SIDE OF SNAKE RIVER, IN THE TOP OF A 40- BY
 LN0016'15-FOOT SLOPING OUTCROP IN A WASH, 33 FEET WEST OF THE CENTER LINE OF
 LN0016'THE ROAD, 59 FEET EAST OF THE EAST BANK OF THE RIVER, 232 FEET SOUTH
 LN0016'OF THE CENTER OF THE JUNCTION OF COUNTY ROAD 10, 70 FEET SOUTHEAST OF
 LN0016'THE SOUTHEAST CORNER OF A GAUGING STATION BUILDING, AND ABOUT 6 FEET
 LN0016'LOWER THAN THE ROAD.
 LN0016
 LN0016                          STATION RECOVERY (1982)
 LN0016
 LN0016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LN0016'17.9 MILES NORTH OF ELK SPRINGS, 15.7 MILES SOUTHWEST ALONG US HWY.
 LN0016'40 FROM MAYBELL, THENCE 6.5 MILES NORTHWEST ALONG DEER PARK ROAD,
 LN0016'THENCE 8.7 MILES NORTH ALONG CO. ROAD 25 TO JUNCTION WITH CO ROAD 10,
 LN0016'80 YARDS SOUTHEAST OF BRIDGE OVER LITTLE SNAKE RIVER, 235 FEET SOUTH
 LN0016'OF ROAD JUNCTION, 60 FT EAST OF EAST BANK OF RIVER, 40 FT SOUTHEAST
 LN0016'OF SOUTHEAST CORNER OF GAUGING STATION BUILDING, 30 FEET WEST OF
 LN0016'ROAD, IN TOP OF A 40 FT X 15 FT SLOPING OUTCROP IN WASH, A STANDARD
 LN0016'TABLET. 10.8 MILES WEST ALONG US HWY. 40 FROM MAYBELL, 0.3 MILES WEST
 LN0016'ALONG U.S. HWY 40 FROM MAYBELL, THENCE 5.6 MILES NORTHWEST ALONG COLO
 LN0016'HWY 318 TO Y-RD SOUTHWEST, THENCE 4.5 MILES SOUTHWEST ALONG COUNTY
 LN0016'ROAD 23, THENCE 230 YARDS SOUTHEAST ALONG ROAD, 50 YARDS WEST OF A
 LN0016'WASH, 25 FT. WEST OF CENTERLINE OF ROAD. A STANDARD DISK SET IN TOP
 LN0016'OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0474 ***********************************************************************
 LM0474  DESIGNATION -  A 383
 LM0474  PID         -  LM0474
 LM0474  STATE/COUNTY-  CO/RIO BLANCO
 LM0474  USGS QUAD   -  MEEKER (1966)
 LM0474
 LM0474                         *CURRENT SURVEY CONTROL
 LM0474  ___________________________________________________________________
 LM0474* NAD 83(1992)-  40 02 21.11090(N)    107 52 59.89713(W)     ADJUSTED  
 LM0474* NAVD 88     -      1918.096  (meters)    6292.95   (feet)  ADJUSTED  
 LM0474  ___________________________________________________________________
 LM0474  X           -  -1,502,037.237 (meters)                     COMP
 LM0474  Y           -  -4,655,034.011 (meters)                     COMP
 LM0474  Z           -   4,082,542.718 (meters)                     COMP
 LM0474  LAPLACE CORR-          10.39  (seconds)                    DEFLEC99
 LM0474  ELLIP HEIGHT-        1902.74  (meters)          (12/03/02) GPS OBS
 LM0474  GEOID HEIGHT-         -15.31  (meters)                     GEOID03
 LM0474  DYNAMIC HT  -        1916.159 (meters)    6286.60  (feet)  COMP
 LM0474  MODELED GRAV-     979,547.9   (mgal)                       NAVD 88
 LM0474
 LM0474  HORZ ORDER  -  THIRD
 LM0474  VERT ORDER  -  SECOND    CLASS 0
 LM0474  ELLP ORDER  -  FOURTH    CLASS II
 LM0474
 LM0474.The horizontal coordinates were established by GPS observations
 LM0474.and adjusted by the National Geodetic Survey in December 2002..
 LM0474
 LM0474.The orthometric height was determined by differential leveling
 LM0474.and adjusted by the National Geodetic Survey in June 1991..
 LM0474
 LM0474.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LM0474
 LM0474.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0474
 LM0474.The ellipsoidal height was determined by GPS observations
 LM0474.and is referenced to NAD 83.
 LM0474
 LM0474.The geoid height was determined by GEOID03.
 LM0474
 LM0474.The dynamic height is computed by dividing the NAVD 88
 LM0474.geopotential number by the normal gravity value computed on the
 LM0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0474.degrees latitude (g = 980.6199 gals.).
 LM0474
 LM0474.The modeled gravity was interpolated from observed gravity values.
 LM0474
 LM0474;                    North         East     Units Scale Factor Converg.
 LM0474;SPC CO N     -   385,905.770   711,030.547   MT  0.99996363   -1 32 23.8
 LM0474;SPC CO N     - 1,266,092.51  2,332,772.72   sFT  0.99996363   -1 32 23.8
 LM0474;UTM  13      - 4,436,091.471   254,004.662   MT  1.00034502   -1 51 20.9
 LM0474
 LM0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0474!SPC CO N     -   0.99970159  x   0.99996363  =   0.99966523
 LM0474!UTM  13      -   0.99970159  x   1.00034502  =   1.00004651
 LM0474
 LM0474                          SUPERSEDED SURVEY CONTROL
 LM0474
 LM0474  NAD 83(1992)-  40 02 21.11053(N)    107 52 59.89641(W) AD(       ) 3
 LM0474  ELLIP H (01/07/93) 1902.71   (m)                       GP(       ) 4 2
 LM0474  NAD 83(1986)-  40 02 21.10888(N)    107 52 59.88950(W) AD(       ) 3
 LM0474  NAD 27      -  40 02 21.17870(N)    107 52 57.61710(W) AD(       ) 3
 LM0474  NGVD 29 (??/??/92) 1916.796  (m)         6288.69   (f) ADJ UNCH    2 0
 LM0474
 LM0474.Superseded values are not recommended for survey control.
 LM0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0474.See file dsdata.txt to determine how the superseded data were derived.
 LM0474
 LM0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE5400536091(NAD 83)
 LM0474_MARKER: DB = BENCH MARK DISK
 LM0474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0474_STAMPING: A 383 1966
 LM0474_MARK LOGO: CGS   
 LM0474_MAGNETIC: N = NO MAGNETIC MATERIAL
 LM0474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LM0474+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1988
 LM0474
 LM0474  HISTORY     - Date     Condition        Report By
 LM0474  HISTORY     - 1966     MONUMENTED       CGS
 LM0474  HISTORY     - 19880613 GOOD             NGS
 LM0474
 LM0474                          STATION DESCRIPTION
 LM0474
 LM0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0474'1.7 MI NE FROM MEEKER.
 LM0474'1.7 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE FIRE STATION AT
 LM0474'MEEKER, AT THE JUNCTION OF STATE HIGHWAY 132, IN THE TOP OF THE
 LM0474'NORTHEAST CORNER OF A 5 X 5-FOOT CONCRETE IRRIGATION FLOOD GATE, 44
 LM0474'FEET NORTHWEST OF THE CENTER LINE OF THE NORTHWEST LANES OF THE
 LM0474'HIGHWAY, 160 FEET SOUTHWEST OF THE EXTENDED CENTER LINE OF STATE
 LM0474'HIGHWAY 132, 10 FEET WEST OF A FENCE CORNER AND WITNESS POST AND ABOUT
 LM0474'2 1/2 FEET LOWER THAN THE HIGHWAY.
 LM0474
 LM0474                          STATION RECOVERY (1988)
 LM0474
 LM0474'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LM0474'THE STATION IS LOCATED ABOUT 2.41 KM (1.50 MI) NORTHEAST OF MEEKER, AT
 LM0474'THE JUNCTION OF STATE HIGHWAY 13 AND COUNTY ROAD 8, AND IN THE TOP OF
 LM0474'A SMALL U-SHAPED CONCRETE CULVERT AT AN IRRIGATION CANAL ON THE
 LM0474'NORTHWEST SIDE OF STATE HIGHWAY 13.  OWNERSHIP--UNKNOWN.
 LM0474'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 AND COUNTY
 LM0474'ROAD 8, ABOUT 2.41 KM (1.50 MI) NORTHEAST OF MEEKER, GO SOUTHWEST
 LM0474'APPROXIMATELY 60 M (196.8 FT) TO A FENCE LINE AND THE STATION, ON THE
 LM0474'TOP OF A U-SHAPED CULVERT IN A SMALL IRRIGATION CANAL.
 LM0474'THE STATION IS A STANDARD CGS BENCH MARK DISK STAMPED---A 383 1966---,
 LM0474'SET IN THE TOP OF A U-SHAPED CULVERT AT A SMALL IRRIGATION CANAL,
 LM0474'PROJECTING 1 M (3.3 FT) ABOVE GROUND, AND ABOUT 1 M (3.3 FT) LOWER
 LM0474'THAN HIGHWAY 13.  LOCATED 48.76 M (160.0 FT) SOUTHWEST OF THE
 LM0474'EXTENDED CENTERLINE OF COUNTY ROAD 8, 12.58 M (41.3 FT) NORTHWEST OF
 LM0474'THE CENTERLINE OF THE TWO SOUTHBOUND LANES OF HIGHWAY 13, AND 2.49 M
 LM0474'(8.2 FT) WEST OF A FENCE CORNER AND A METAL WITNESS POST.  NOTE,
 LM0474'VECHILE PARKING MAY BE A PROBLEM, ALSO SETUP MAY REQUIRE A LARGE
 LM0474'TRIPOD.
 LM0474'UT-CO-WY-ID FAA AND VERNAL NCMN, JUNE 1988.
 LM0474'DESCRIBED BY STEPHEN E. RANDALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0495 ***********************************************************************
 LM0495  DESIGNATION -  A 384
 LM0495  PID         -  LM0495
 LM0495  STATE/COUNTY-  CO/RIO BLANCO
 LM0495  USGS QUAD   -  FAWN CREEK (1987)
 LM0495
 LM0495                         *CURRENT SURVEY CONTROL
 LM0495  ___________________________________________________________________
 LM0495* NAD 83(1986)-  40 01 57.     (N)    107 32 14.     (W)     SCALED    
 LM0495* NAVD 88     -      2241.120  (meters)    7352.74   (feet)  ADJUSTED  
 LM0495  ___________________________________________________________________
 LM0495  GEOID HEIGHT-         -13.31  (meters)                     GEOID03
 LM0495  DYNAMIC HT  -        2238.767 (meters)    7345.02  (feet)  COMP
 LM0495  MODELED GRAV-     979,495.4   (mgal)                       NAVD 88
 LM0495
 LM0495  VERT ORDER  -  SECOND    CLASS 0
 LM0495
 LM0495.The horizontal coordinates were scaled from a topographic map and have
 LM0495.an estimated accuracy of +/- 6 seconds.
 LM0495
 LM0495.The orthometric height was determined by differential leveling
 LM0495.and adjusted by the National Geodetic Survey in June 1991..
 LM0495
 LM0495.The geoid height was determined by GEOID03.
 LM0495
 LM0495.The dynamic height is computed by dividing the NAVD 88
 LM0495.geopotential number by the normal gravity value computed on the
 LM0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0495.degrees latitude (g = 980.6199 gals.).
 LM0495
 LM0495.The modeled gravity was interpolated from observed gravity values.
 LM0495
 LM0495;                    North         East    Units  Estimated Accuracy
 LM0495;SPC CO N     -   384,430.      740,540.      MT  (+/- 180 meters Scaled)
 LM0495
 LM0495                          SUPERSEDED SURVEY CONTROL
 LM0495
 LM0495  NGVD 29 (??/??/92) 2239.761  (m)         7348.28   (f) ADJ UNCH    2 0
 LM0495
 LM0495.Superseded values are not recommended for survey control.
 LM0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0495.See file dsdata.txt to determine how the superseded data were derived.
 LM0495
 LM0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE835344(NAD 83)
 LM0495_MARKER: DB = BENCH MARK DISK
 LM0495_SETTING: 80 = SET IN A BOULDER
 LM0495_SP_SET: BOULDER
 LM0495_STAMPING: A 384 1966
 LM0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0495+STABILITY: SURFACE MOTION
 LM0495
 LM0495  HISTORY     - Date     Condition        Report By
 LM0495  HISTORY     - 1966     MONUMENTED       CGS
 LM0495
 LM0495                          STATION DESCRIPTION
 LM0495
 LM0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0495'5.7 MI NE FROM BUFORD.
 LM0495'5.7 MILES NORTHEAST ALONG STATE HIGHWAY 132 FROM THE STORE AND POST
 LM0495'OFFICE AT BUFORD, IN THE TOP OF A 4 X 5-FOOT EMBEDDED BOULDER WHICH
 LM0495'PROJECTS ABOUT 1 FOOT, 54 FEET SOUTHEAST OF THE CENTER LINE OF THE
 LM0495'HIGHWAY, 84 FEET NORTHEAST OF THE CENTER LINE OF A DRIVE WAY SOUTHEAST
 LM0495'TO A FIELD, 98 FEET NORTHEAST OF THE SOUTHEAST END OF AN 18-INCH PIPE
 LM0495'CULVERT, 12.8 FEET SOUTHEAST OF A FENCE, 2.8 FEET NORTHWEST OF A
 LM0495'WITNESS POST AND ABOUT 14 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0422 ***********************************************************************
 LM0422  DESIGNATION -  A 386
 LM0422  PID         -  LM0422
 LM0422  STATE/COUNTY-  CO/RIO BLANCO
 LM0422  USGS QUAD   -  SAND POINT (1966)
 LM0422
 LM0422                         *CURRENT SURVEY CONTROL
 LM0422  ___________________________________________________________________
 LM0422* NAD 83(1986)-  40 10 51.     (N)    107 07 21.     (W)     SCALED    
 LM0422* NAVD 88     -      2792.403  (meters)    9161.41   (feet)  ADJUSTED  
 LM0422  ___________________________________________________________________
 LM0422  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 LM0422  DYNAMIC HT  -        2789.459 (meters)    9151.75  (feet)  COMP
 LM0422  MODELED GRAV-     979,467.6   (mgal)                       NAVD 88
 LM0422
 LM0422  VERT ORDER  -  SECOND    CLASS 0
 LM0422
 LM0422.The horizontal coordinates were scaled from a topographic map and have
 LM0422.an estimated accuracy of +/- 6 seconds.
 LM0422
 LM0422.The orthometric height was determined by differential leveling
 LM0422.and adjusted by the National Geodetic Survey in June 1991..
 LM0422
 LM0422.The geoid height was determined by GEOID03.
 LM0422
 LM0422.The dynamic height is computed by dividing the NAVD 88
 LM0422.geopotential number by the normal gravity value computed on the
 LM0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0422.degrees latitude (g = 980.6199 gals.).
 LM0422
 LM0422.The modeled gravity was interpolated from observed gravity values.
 LM0422
 LM0422;                    North         East    Units  Estimated Accuracy
 LM0422;SPC CO N     -   400,160.      776,230.      MT  (+/- 180 meters Scaled)
 LM0422
 LM0422                          SUPERSEDED SURVEY CONTROL
 LM0422
 LM0422  NGVD 29 (??/??/92) 2791.071  (m)         9157.04   (f) ADJ UNCH    2 0
 LM0422
 LM0422.Superseded values are not recommended for survey control.
 LM0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0422.See file dsdata.txt to determine how the superseded data were derived.
 LM0422
 LM0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE192499(NAD 83)
 LM0422_MARKER: DB = BENCH MARK DISK
 LM0422_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0422_SP_SET: CULVERT
 LM0422_STAMPING: A 386 1966
 LM0422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0422
 LM0422  HISTORY     - Date     Condition        Report By
 LM0422  HISTORY     - 1966     MONUMENTED       CGS
 LM0422
 LM0422                          STATION DESCRIPTION
 LM0422
 LM0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0422'13.05 MI W FROM PHIPPSBURG.
 LM0422'13.05 MILES WEST ALONG STATE HIGHWAY 132 FROM THE JUNCTION OF STATE
 LM0422'HIGHWAY 131 AT PHIPPSBURG, 0.1 MILE NORTHEAST OF TROUT CREEK, IN THE
 LM0422'TOP AND 0.8 FOOT SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST HEAD
 LM0422'WALL OF A 30-INCH PIPE CULVERT, ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0386 ***********************************************************************
 LM0386  DESIGNATION -  A 387
 LM0386  PID         -  LM0386
 LM0386  STATE/COUNTY-  CO/RIO BLANCO
 LM0386  USGS QUAD   -  RIPPLE CREEK (1977)
 LM0386
 LM0386                         *CURRENT SURVEY CONTROL
 LM0386  ___________________________________________________________________
 LM0386* NAD 83(1986)-  40 07 14.     (N)    107 17 22.     (W)     SCALED    
 LM0386* NAVD 88     -      3090.776  (meters)   10140.32   (feet)  ADJUSTED  
 LM0386  ___________________________________________________________________
 LM0386  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 LM0386  DYNAMIC HT  -        3087.208 (meters)   10128.61  (feet)  COMP
 LM0386  MODELED GRAV-     979,356.7   (mgal)                       NAVD 88
 LM0386
 LM0386  VERT ORDER  -  SECOND    CLASS 0
 LM0386
 LM0386.The horizontal coordinates were scaled from a topographic map and have
 LM0386.an estimated accuracy of +/- 6 seconds.
 LM0386
 LM0386.The orthometric height was determined by differential leveling
 LM0386.and adjusted by the National Geodetic Survey in June 1991..
 LM0386
 LM0386.The geoid height was determined by GEOID03.
 LM0386
 LM0386.The dynamic height is computed by dividing the NAVD 88
 LM0386.geopotential number by the normal gravity value computed on the
 LM0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0386.degrees latitude (g = 980.6199 gals.).
 LM0386
 LM0386.The modeled gravity was interpolated from observed gravity values.
 LM0386
 LM0386;                    North         East    Units  Estimated Accuracy
 LM0386;SPC CO N     -   393,750.      761,880.      MT  (+/- 180 meters Scaled)
 LM0386
 LM0386                          SUPERSEDED SURVEY CONTROL
 LM0386
 LM0386  NGVD 29 (??/??/92) 3089.229  (m)        10135.25   (f) ADJ UNCH    2 0
 LM0386
 LM0386.Superseded values are not recommended for survey control.
 LM0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0386.See file dsdata.txt to determine how the superseded data were derived.
 LM0386
 LM0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE049436(NAD 83)
 LM0386_MARKER: DB = BENCH MARK DISK
 LM0386_SETTING: 80 = SET IN A BOULDER
 LM0386_SP_SET: BOULDER
 LM0386_STAMPING: A 387 1966
 LM0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0386+STABILITY: SURFACE MOTION
 LM0386
 LM0386  HISTORY     - Date     Condition        Report By
 LM0386  HISTORY     - 1966     MONUMENTED       CGS
 LM0386
 LM0386                          STATION DESCRIPTION
 LM0386
 LM0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0386'25.3 MI NE FROM BUFORD.
 LM0386'25.3 MILES NORTHEAST ALONG STATE HIGHWAY 132 FROM THE STORE AND POST
 LM0386'OFFICE AT BUFORD, IN THE TOP OF A 6 X 8-FOOT BOULDER WHICH PROJECTS 3
 LM0386'FEET OUT OF A CUT BANK, ON THE INSIDE OF A CURVE, 25 FEET NORTHWEST OF
 LM0386'THE CENTER LINE OF THE HIGHWAY, 5.1 FEET NORTHEAST OF A WITNESS POST
 LM0386'AND ABOUT 4 1/2 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0047 ***********************************************************************
 HJ0047  DESIGNATION -  A 39
 HJ0047  PID         -  HJ0047
 HJ0047  STATE/COUNTY-  CO/BACA
 HJ0047  USGS QUAD   -  BISONTE (1978)
 HJ0047
 HJ0047                         *CURRENT SURVEY CONTROL
 HJ0047  ___________________________________________________________________
 HJ0047* NAD 83(1986)-  37 21 47.     (N)    102 36 36.     (W)     SCALED    
 HJ0047* NAVD 88     -      1347.053  (meters)    4419.46   (feet)  ADJUSTED  
 HJ0047  ___________________________________________________________________
 HJ0047  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 HJ0047  DYNAMIC HT  -        1345.622 (meters)    4414.76  (feet)  COMP
 HJ0047  MODELED GRAV-     979,521.1   (mgal)                       NAVD 88
 HJ0047
 HJ0047  VERT ORDER  -  FIRST     CLASS II
 HJ0047
 HJ0047.The horizontal coordinates were scaled from a topographic map and have
 HJ0047.an estimated accuracy of +/- 6 seconds.
 HJ0047
 HJ0047.The orthometric height was determined by differential leveling
 HJ0047.and adjusted by the National Geodetic Survey in June 1991..
 HJ0047
 HJ0047.The geoid height was determined by GEOID03.
 HJ0047
 HJ0047.The dynamic height is computed by dividing the NAVD 88
 HJ0047.geopotential number by the normal gravity value computed on the
 HJ0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0047.degrees latitude (g = 980.6199 gals.).
 HJ0047
 HJ0047.The modeled gravity was interpolated from observed gravity values.
 HJ0047
 HJ0047;                    North         East    Units  Estimated Accuracy
 HJ0047;SPC CO S     -   386,050.    1,170,370.      MT  (+/- 180 meters Scaled)
 HJ0047
 HJ0047                          SUPERSEDED SURVEY CONTROL
 HJ0047
 HJ0047  NGVD 29 (??/??/92) 1346.431  (m)         4417.42   (f) ADJ UNCH    1 2
 HJ0047
 HJ0047.Superseded values are not recommended for survey control.
 HJ0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0047.See file dsdata.txt to determine how the superseded data were derived.
 HJ0047
 HJ0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB116378(NAD 83)
 HJ0047_MARKER: DB = BENCH MARK DISK
 HJ0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0047_STAMPING: A 39 1933
 HJ0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0047+STABILITY: SURFACE MOTION
 HJ0047
 HJ0047  HISTORY     - Date     Condition        Report By
 HJ0047  HISTORY     - 1933     MONUMENTED       CGS
 HJ0047  HISTORY     - 1942     GOOD             NGS
 HJ0047  HISTORY     - 1973     MARK NOT FOUND   NGS
 HJ0047  HISTORY     - 1985     MARK NOT FOUND   NGS
 HJ0047
 HJ0047                          STATION DESCRIPTION
 HJ0047
 HJ0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 HJ0047'3.3 MI S FROM SPRINGFIELD.
 HJ0047'3.3 MILES SOUTH ALONG U.S. HIGHWAY 287 FROM THE COUNTY COURTHOUSE
 HJ0047'AT SPRINGFIELD, BACA COUNTY, ON THE OLD HIGHWAY, 200 FEET SOUTH OF
 HJ0047'A CULVERT, AND 37 FEET WEST OF THE CENTERLINE OF THE ROAD.  A
 HJ0047'STANDARD DISK, STAMPED A 39 1933 AND SET IN THE TOP OF A CONCRETE
 HJ0047'POST.
 HJ0047
 HJ0047                          STATION RECOVERY (1973)
 HJ0047
 HJ0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HJ0047'MARK NOT FOUND.
 HJ0047
 HJ0047                          STATION RECOVERY (1985)
 HJ0047
 HJ0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HJ0047'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1096 ***********************************************************************
 LL1096  DESIGNATION -  A 390
 LL1096  PID         -  LL1096
 LL1096  STATE/COUNTY-  CO/WELD
 LL1096  USGS QUAD   -  GREELEY (1980)
 LL1096
 LL1096                         *CURRENT SURVEY CONTROL
 LL1096  ___________________________________________________________________
 LL1096* NAD 83(1986)-  40 27 06.     (N)    104 41 35.     (W)     SCALED    
 LL1096* NAVD 88     -      1430.920  (meters)    4694.61   (feet)  ADJUSTED  
 LL1096  ___________________________________________________________________
 LL1096  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 LL1096  DYNAMIC HT  -        1429.702 (meters)    4690.61  (feet)  COMP
 LL1096  MODELED GRAV-     979,724.5   (mgal)                       NAVD 88
 LL1096
 LL1096  VERT ORDER  -  FIRST     CLASS II
 LL1096
 LL1096.The horizontal coordinates were scaled from a topographic map and have
 LL1096.an estimated accuracy of +/- 6 seconds.
 LL1096
 LL1096.The orthometric height was determined by differential leveling
 LL1096.and adjusted by the National Geodetic Survey in June 1991..
 LL1096
 LL1096.The geoid height was determined by GEOID03.
 LL1096
 LL1096.The dynamic height is computed by dividing the NAVD 88
 LL1096.geopotential number by the normal gravity value computed on the
 LL1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1096.degrees latitude (g = 980.6199 gals.).
 LL1096
 LL1096.The modeled gravity was interpolated from observed gravity values.
 LL1096
 LL1096;                    North         East    Units  Estimated Accuracy
 LL1096;SPC CO N     -   429,280.      982,850.      MT  (+/- 180 meters Scaled)
 LL1096
 LL1096                          SUPERSEDED SURVEY CONTROL
 LL1096
 LL1096  NGVD 29 (06/08/92) 1430.035  (m)         4691.71   (f) ADJUSTED    1 2
 LL1096
 LL1096.Superseded values are not recommended for survey control.
 LL1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1096.See file dsdata.txt to determine how the superseded data were derived.
 LL1096
 LL1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE260779(NAD 83)
 LL1096_MARKER: I = METAL ROD
 LL1096_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1096_SP_SET: STAINLESS STEEL ROD
 LL1096_STAMPING: A 390 1983
 LL1096_MARK LOGO: NGS   
 LL1096_PROJECTION: FLUSH
 LL1096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1096_ROD/PIPE-DEPTH: 11.0 meters
 LL1096
 LL1096  HISTORY     - Date     Condition        Report By
 LL1096  HISTORY     - 1983     MONUMENTED       NGS
 LL1096
 LL1096                          STATION DESCRIPTION
 LL1096
 LL1096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LL1096'3.1 KM (1.95 MI) NORTH FROM GREELEY.
 LL1096'3.1 KM (1.95 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL1096'STATION IN GREELEY, IN THE SOUTHWEST ANGLE OF A PAVED CROSSROAD,
 LL1096'15.0 METERS (49.2 FT) WEST OF THE NEAR RAIL, 10.6 METERS (34.8 FT)
 LL1096'SOUTH OF THE CENTERLINE OF A PAVED ROAD, 7.9 METERS (25.9 FT)
 LL1096'SOUTHWEST OF A RAILROAD SIGNAL, AND 1.4 METERS (4.6 FT) WEST OF A
 LL1096'UTILITY GUY POLE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LL1096'LOGO CAP.
 LL1096'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1112 ***********************************************************************
 LL1112  DESIGNATION -  A 391
 LL1112  PID         -  LL1112
 LL1112  STATE/COUNTY-  CO/WELD
 LL1112  USGS QUAD   -  DOVER (1972)
 LL1112
 LL1112                         *CURRENT SURVEY CONTROL
 LL1112  ___________________________________________________________________
 LL1112* NAD 83(1986)-  40 50 56.     (N)    104 47 42.     (W)     SCALED    
 LL1112* NAVD 88     -      1687.820  (meters)    5537.46   (feet)  ADJUSTED  
 LL1112  ___________________________________________________________________
 LL1112  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 LL1112  DYNAMIC HT  -        1686.373 (meters)    5532.71  (feet)  COMP
 LL1112  MODELED GRAV-     979,707.4   (mgal)                       NAVD 88
 LL1112
 LL1112  VERT ORDER  -  FIRST     CLASS II
 LL1112
 LL1112.The horizontal coordinates were scaled from a topographic map and have
 LL1112.an estimated accuracy of +/- 6 seconds.
 LL1112
 LL1112.The orthometric height was determined by differential leveling
 LL1112.and adjusted by the National Geodetic Survey in June 1991..
 LL1112
 LL1112.The geoid height was determined by GEOID03.
 LL1112
 LL1112.The dynamic height is computed by dividing the NAVD 88
 LL1112.geopotential number by the normal gravity value computed on the
 LL1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1112.degrees latitude (g = 980.6199 gals.).
 LL1112
 LL1112.The modeled gravity was interpolated from observed gravity values.
 LL1112
 LL1112;                    North         East    Units  Estimated Accuracy
 LL1112;SPC CO N     -   473,320.      973,850.      MT  (+/- 180 meters Scaled)
 LL1112
 LL1112                          SUPERSEDED SURVEY CONTROL
 LL1112
 LL1112  NGVD 29 (06/08/92) 1686.873  (m)         5534.35   (f) ADJUSTED    1 2
 LL1112
 LL1112.Superseded values are not recommended for survey control.
 LL1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1112.See file dsdata.txt to determine how the superseded data were derived.
 LL1112
 LL1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF172220(NAD 83)
 LL1112_MARKER: I = METAL ROD
 LL1112_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1112_SP_SET: STAINLESS STEEL ROD
 LL1112_STAMPING: A 391 1983
 LL1112_MARK LOGO: NGS   
 LL1112_PROJECTION: FLUSH
 LL1112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1112_ROD/PIPE-DEPTH: 7.3  meters
 LL1112
 LL1112  HISTORY     - Date     Condition        Report By
 LL1112  HISTORY     - 1983     MONUMENTED       NGS
 LL1112
 LL1112                          STATION DESCRIPTION
 LL1112
 LL1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LL1112'30.9 KM (19.2 MI) SOUTH FROM CHEYENNE WY.
 LL1112'30.9 KM (19.2 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION
 LL1112'WITH INTERSTATE HIGHWAY 80 IN CHEYENNE, 0.8 KM (0.5 MI) SOUTH OF
 LL1112'COUNTY ROAD 120 LEADING WEST, 0.4 KM (0.25 MI) SOUTH OF MILEPOST 299,
 LL1112'45.4 METERS (148.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 LL1112'5.1 METERS (16.7 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE, AND
 LL1112'1.6 METERS (5.2 FT) NORTH OF A UTILITY POLE.  NOTE--ACCESS TO THE
 LL1112'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LL1112'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 LL1112'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1000 ***********************************************************************
 LL1000  DESIGNATION -  A 392
 LL1000  PID         -  LL1000
 LL1000  STATE/COUNTY-  CO/WELD
 LL1000  USGS QUAD   -  GREELEY (1980)
 LL1000
 LL1000                         *CURRENT SURVEY CONTROL
 LL1000  ___________________________________________________________________
 LL1000* NAD 83(1986)-  40 25 06.     (N)    104 41 14.     (W)     SCALED    
 LL1000* NAVD 88     -      1418.596  (meters)    4654.18   (feet)  ADJUSTED  
 LL1000  ___________________________________________________________________
 LL1000  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 LL1000  DYNAMIC HT  -        1417.383 (meters)    4650.20  (feet)  COMP
 LL1000  MODELED GRAV-     979,721.8   (mgal)                       NAVD 88
 LL1000
 LL1000  VERT ORDER  -  FIRST     CLASS II
 LL1000
 LL1000.The horizontal coordinates were scaled from a topographic map and have
 LL1000.an estimated accuracy of +/- 6 seconds.
 LL1000
 LL1000.The orthometric height was determined by differential leveling
 LL1000.and adjusted by the National Geodetic Survey in June 1991..
 LL1000
 LL1000.The geoid height was determined by GEOID03.
 LL1000
 LL1000.The dynamic height is computed by dividing the NAVD 88
 LL1000.geopotential number by the normal gravity value computed on the
 LL1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1000.degrees latitude (g = 980.6199 gals.).
 LL1000
 LL1000.The modeled gravity was interpolated from observed gravity values.
 LL1000
 LL1000;                    North         East    Units  Estimated Accuracy
 LL1000;SPC CO N     -   425,590.      983,380.      MT  (+/- 180 meters Scaled)
 LL1000
 LL1000                          SUPERSEDED SURVEY CONTROL
 LL1000
 LL1000  NGVD 29 (??/??/??) 1417.710  (m)         4651.27   (f) ADJUSTED    1 2
 LL1000
 LL1000.Superseded values are not recommended for survey control.
 LL1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1000.See file dsdata.txt to determine how the superseded data were derived.
 LL1000
 LL1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE265742(NAD 83)
 LL1000_MARKER: I = METAL ROD
 LL1000_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1000_SP_SET: STAINLESS STEEL ROD
 LL1000_STAMPING: A 392 1983
 LL1000_MARK LOGO: NGS   
 LL1000_PROJECTION: FLUSH
 LL1000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1000_ROD/PIPE-DEPTH: 24.4 meters
 LL1000
 LL1000  HISTORY     - Date     Condition        Report By
 LL1000  HISTORY     - 1983     MONUMENTED       NGS
 LL1000  HISTORY     - 1984     GOOD             NGS
 LL1000
 LL1000                          STATION DESCRIPTION
 LL1000
 LL1000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LL1000'IN GREELEY.
 LL1000'IN GREELEY, AT THE INTERSECTION OF 13TH STREET AND THE UNION PACIFIC
 LL1000'RAILROAD, 13.5 METERS (44.3 FT) NORTH OF THE CENTERLINE OF THE WEST
 LL1000'BOUND LANES OF THE STREET, 9.6 METERS (31.5 FT) WEST OF THE NEAR RAIL,
 LL1000'AND 1.2 METERS (3.9 FT) NORTHEAST OF THE SOUTHEAST CORNER OF A FENCE
 LL1000'AROUND AN ELECTRIC SUBSTATION.  NOTE=ACCESS TO THE DATUM POINT IS
 LL1000'THROUGH A 5-INCH LOGO CAP.
 LL1000'THE MARK IS 0.7 METERS  E FROM  A WITNESS POST AND FENCE
 LL1000'THE MARK IS ABOVE LEVEL WITH THE STREET.
 LL1000
 LL1000                          STATION RECOVERY (1984)
 LL1000
 LL1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL1000'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1319 ***********************************************************************
 KK1319  DESIGNATION -  A 393
 KK1319  PID         -  KK1319
 KK1319  STATE/COUNTY-  CO/DOUGLAS
 KK1319  USGS QUAD   -  GREENLAND (1969)
 KK1319
 KK1319                         *CURRENT SURVEY CONTROL
 KK1319  ___________________________________________________________________
 KK1319* NAD 83(1992)-  39 11 13.63017(N)    104 51 03.16034(W)     ADJUSTED  
 KK1319* NAVD 88     -      2103.767  (meters)    6902.11   (feet)  ADJUSTED  
 KK1319  ___________________________________________________________________
 KK1319  X           -  -1,269,178.751 (meters)                     COMP
 KK1319  Y           -  -4,786,435.054 (meters)                     COMP
 KK1319  Z           -   4,009,758.542 (meters)                     COMP
 KK1319  LAPLACE CORR-          -9.27  (seconds)                    DEFLEC99
 KK1319  ELLIP HEIGHT-        2087.28  (meters)          (12/03/02) GPS OBS
 KK1319  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 KK1319  DYNAMIC HT  -        2101.450 (meters)    6894.51  (feet)  COMP
 KK1319  MODELED GRAV-     979,450.4   (mgal)                       NAVD 88
 KK1319
 KK1319  HORZ ORDER  -  FIRST
 KK1319  VERT ORDER  -  FIRST     CLASS II
 KK1319  ELLP ORDER  -  FOURTH    CLASS II
 KK1319
 KK1319.The horizontal coordinates were established by GPS observations
 KK1319.and adjusted by the National Geodetic Survey in October 1994..
 KK1319
 KK1319.The orthometric height was determined by differential leveling
 KK1319.and adjusted by the National Geodetic Survey in June 1991..
 KK1319
 KK1319.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK1319
 KK1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1319
 KK1319.The ellipsoidal height was determined by GPS observations
 KK1319.and is referenced to NAD 83.
 KK1319
 KK1319.The geoid height was determined by GEOID03.
 KK1319
 KK1319.The dynamic height is computed by dividing the NAVD 88
 KK1319.geopotential number by the normal gravity value computed on the
 KK1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1319.degrees latitude (g = 980.6199 gals.).
 KK1319
 KK1319.The modeled gravity was interpolated from observed gravity values.
 KK1319
 KK1319;                    North         East     Units Scale Factor Converg.
 KK1319;SPC CO C     -   455,281.325   970,480.527   MT  0.99993703   +0 24 33.8
 KK1319;SPC CO C     - 1,493,702.15  3,183,984.86   sFT  0.99993703   +0 24 33.8
 KK1319;UTM  13      - 4,337,552.358   512,878.669   MT  0.99960204   +0 05 39.2
 KK1319
 KK1319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1319!SPC CO C     -   0.99967263  x   0.99993703  =   0.99960968
 KK1319!UTM  13      -   0.99967263  x   0.99960204  =   0.99927480
 KK1319
 KK1319                          SUPERSEDED SURVEY CONTROL
 KK1319
 KK1319  ELLIP H (10/14/94) 2087.29   (m)                       GP(       ) 3 1
 KK1319  NAVD 88 (10/14/94) 2103.77   (m)         6902.1    (f) LEVELING    3  
 KK1319
 KK1319.Superseded values are not recommended for survey control.
 KK1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1319.See file dsdata.txt to determine how the superseded data were derived.
 KK1319
 KK1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED1287937552(NAD 83)
 KK1319_MARKER: I = METAL ROD
 KK1319_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1319_SP_SET: STAINLESS STEEL ROD
 KK1319_STAMPING: A 393 1983
 KK1319_MARK LOGO: NGS   
 KK1319_PROJECTION: FLUSH
 KK1319_MAGNETIC: I = MARKER IS A STEEL ROD
 KK1319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1319+STABILITY: POSITION/ELEVATION WELL
 KK1319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1319+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1993
 KK1319_ROD/PIPE-DEPTH: 19.5 meters
 KK1319
 KK1319  HISTORY     - Date     Condition        Report By
 KK1319  HISTORY     - 1983     MONUMENTED       NGS
 KK1319  HISTORY     - 19930128 GOOD             MSAM
 KK1319  HISTORY     - 19931007 GOOD             MSAM
 KK1319
 KK1319                          STATION DESCRIPTION
 KK1319
 KK1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1319'24.0 KM (14.9 MI) SOUTH FROM CASTLE ROCK.
 KK1319'24.O KM (14.9 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 25 FROM ITS
 KK1319'JUNCTION WITH THE DENVER AND RIO GRANDE WESTERN RAILROAD IN CASTLE
 KK1319'ROCK, 68.0 METERS (223.1 FT) SOUTH OF THE CENTER OF COUNTY ROAD 74,
 KK1319'37.5 METERS (123.0 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES
 KK1319'OF THE HIGHWAY, 12.6 METERS (41.3 FT) SOUTHWEST OF THE CENTER OF AN ON
 KK1319'RAMP AND 1.6 METERS (5.2 FT) SOUTH OF A FENCE CORNER.  NOTE=ACCESS TO
 KK1319'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1319'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 KK1319'THE MARK IS 3.5 M BELOW THE HIGHWAY.
 KK1319
 KK1319                          STATION RECOVERY (1993)
 KK1319
 KK1319'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1993 (KCH)
 KK1319'RECOVERED AS DESCRIBED.
 KK1319
 KK1319                          STATION RECOVERY (1993)
 KK1319
 KK1319'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1993 (KCH)
 KK1319'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1295 ***********************************************************************
 KK1295  DESIGNATION -  A 394
 KK1295  PID         -  KK1295
 KK1295  STATE/COUNTY-  CO/ADAMS
 KK1295  USGS QUAD   -  COMMERCE CITY (1994)
 KK1295
 KK1295                         *CURRENT SURVEY CONTROL
 KK1295  ___________________________________________________________________
 KK1295* NAD 83(1986)-  39 47 45.     (N)    104 56 14.     (W)     SCALED    
 KK1295* NAVD 88     -      1585.295  (meters)    5201.09   (feet)  ADJUSTED  
 KK1295  ___________________________________________________________________
 KK1295  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 KK1295  DYNAMIC HT  -        1583.804 (meters)    5196.20  (feet)  COMP
 KK1295  MODELED GRAV-     979,630.6   (mgal)                       NAVD 88
 KK1295
 KK1295  VERT ORDER  -  FIRST     CLASS II
 KK1295
 KK1295.The horizontal coordinates were scaled from a topographic map and have
 KK1295.an estimated accuracy of +/- 6 seconds.
 KK1295
 KK1295.The orthometric height was determined by differential leveling
 KK1295.and adjusted by the National Geodetic Survey in June 1991..
 KK1295
 KK1295.The geoid height was determined by GEOID03.
 KK1295
 KK1295.The dynamic height is computed by dividing the NAVD 88
 KK1295.geopotential number by the normal gravity value computed on the
 KK1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1295.degrees latitude (g = 980.6199 gals.).
 KK1295
 KK1295.The modeled gravity was interpolated from observed gravity values.
 KK1295
 KK1295;                    North         East    Units  Estimated Accuracy
 KK1295;SPC CO N     -   356,310.      962,600.      MT  (+/- 180 meters Scaled)
 KK1295
 KK1295                          SUPERSEDED SURVEY CONTROL
 KK1295
 KK1295  NGVD 29 (??/??/??) 1584.406  (m)         5198.17   (f) ADJUSTED    1 2
 KK1295
 KK1295.Superseded values are not recommended for survey control.
 KK1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1295.See file dsdata.txt to determine how the superseded data were derived.
 KK1295
 KK1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE053050(NAD 83)
 KK1295_MARKER: DB = BENCH MARK DISK
 KK1295_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KK1295_SP_SET: ABUTMENT
 KK1295_STAMPING: A 394 1983
 KK1295_MARK LOGO: NGS   
 KK1295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1295
 KK1295  HISTORY     - Date     Condition        Report By
 KK1295  HISTORY     - 1983     MONUMENTED       NGS
 KK1295  HISTORY     - 20010303 MARK NOT FOUND   METRSC
 KK1295
 KK1295                          STATION DESCRIPTION
 KK1295
 KK1295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1295'IN COMMERCE CITY.
 KK1295'IN COMMERCE CITY, AT THE INTERSECTION OF U.S. HIGHWAY 85 AND COLORADO
 KK1295'BOULEVARD, IN TOP OF AND 0.3 METER (1.0 FT) WEST OF THE EAST END OF
 KK1295'THE NORTH CONCRETE ABUTMENT OF THE SOUTH BOUND BOULEVARD OVERPASS OVER
 KK1295'THE HIGHWAY, 17.0 METERS (55.8 FT) WEST OF THE CENTERLINE OF THE SOUTH
 KK1295'BOUND LANES OF THE HIGHWAY, AND 6.2 METERS (20.3 FT) EAST OF THE
 KK1295'CENTERLINE OF THE SOUTH BOUND LANES OF THE BOULEVARD.
 KK1295'THE MARK IS ABOVE LEVEL WITH THE BOULEVARD.
 KK1295
 KK1295                          STATION RECOVERY (2001)
 KK1295
 KK1295'RECOVERY NOTE BY METROPOLITAN STATE COLLEGE OF DENVER 2001 (HWS)
 KK1295'DISTURBED GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0829 ***********************************************************************
 JK0829  DESIGNATION -  A 395
 JK0829  PID         -  JK0829
 JK0829  STATE/COUNTY-  CO/EL PASO
 JK0829  USGS QUAD   -  BUTTES (1994)
 JK0829
 JK0829                         *CURRENT SURVEY CONTROL
 JK0829  ___________________________________________________________________
 JK0829* NAD 83(1986)-  38 35 12.     (N)    104 40 08.     (W)     SCALED    
 JK0829* NAVD 88     -      1633.870  (meters)    5360.46   (feet)  ADJUSTED  
 JK0829  ___________________________________________________________________
 JK0829  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 JK0829  DYNAMIC HT  -        1632.134 (meters)    5354.76  (feet)  COMP
 JK0829  MODELED GRAV-     979,508.6   (mgal)                       NAVD 88
 JK0829
 JK0829  VERT ORDER  -  FIRST     CLASS II
 JK0829
 JK0829.The horizontal coordinates were scaled from a topographic map and have
 JK0829.an estimated accuracy of +/- 6 seconds.
 JK0829
 JK0829.The orthometric height was determined by differential leveling
 JK0829.and adjusted by the National Geodetic Survey in June 1991..
 JK0829
 JK0829.The geoid height was determined by GEOID03.
 JK0829
 JK0829.The dynamic height is computed by dividing the NAVD 88
 JK0829.geopotential number by the normal gravity value computed on the
 JK0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0829.degrees latitude (g = 980.6199 gals.).
 JK0829
 JK0829.The modeled gravity was interpolated from observed gravity values.
 JK0829
 JK0829;                    North         East    Units  Estimated Accuracy
 JK0829;SPC CO C     -   388,760.      986,810.      MT  (+/- 180 meters Scaled)
 JK0829
 JK0829                          SUPERSEDED SURVEY CONTROL
 JK0829
 JK0829  NGVD 29 (??/??/??) 1632.899  (m)         5357.27   (f) ADJUSTED    1 2
 JK0829
 JK0829.Superseded values are not recommended for survey control.
 JK0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0829.See file dsdata.txt to determine how the superseded data were derived.
 JK0829
 JK0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC288709(NAD 83)
 JK0829_MARKER: DB = BENCH MARK DISK
 JK0829_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JK0829_SP_SET: ABUTMENT
 JK0829_STAMPING: A 395 1983
 JK0829_MARK LOGO: NGS   
 JK0829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0829+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2004
 JK0829
 JK0829  HISTORY     - Date     Condition        Report By
 JK0829  HISTORY     - 1983     MONUMENTED       NGS
 JK0829  HISTORY     - 20040301 GOOD             USPSQD
 JK0829
 JK0829                          STATION DESCRIPTION
 JK0829
 JK0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JK0829'32.8 KM (20.35 MI) SOUT FROM COLORADO SPRINGS.
 JK0829'19.6 KM (12.15 MI) SOUTHERLY ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0829'RAILROAD FROM THE STATION IN COLORADO SPRINGS, THENCE 2.8 KM (1.75 MI)
 JK0829'SOUTHEASTERLY ALONG U.S. HIGHWAY 85, THENCE 10.4 KM (6.45 MI)
 JK0829'SOUTHERLY ALONG INTERSTATE HIGHWAY 25, IN TOP OF AND 0.4 METER
 JK0829'(1.3 FT) SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE
 JK0829'ABUTMENT OF A HIGHWAY OVERPASS OVER INTERSTATE HIGHWAY 25 (EXIT 122)
 JK0829'LEADING WEST TO PIKES PEAK MEADOW, 19.7 METERS (64.6 FT) NORTHEAST OF
 JK0829'THE CENTERLINE OF THE NORTH BOUND LANE OF THE HIGHWAY, AND 5.0 METERS
 JK0829'(16.4 FT) NORTHWEST OF THE CENTERLINE OF THE OVERPASS ROAD.
 JK0829'THE MARK IS 0.3 M ABOVE THE ROAD.
 JK0829
 JK0829                          STATION RECOVERY (2004)
 JK0829
 JK0829'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 JK0829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0843 ***********************************************************************
 JK0843  DESIGNATION -  A 396
 JK0843  PID         -  JK0843
 JK0843  STATE/COUNTY-  CO/EL PASO
 JK0843  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK0843
 JK0843                         *CURRENT SURVEY CONTROL
 JK0843  ___________________________________________________________________
 JK0843* NAD 83(1986)-  38 49 14.     (N)    104 49 46.     (W)     SCALED    
 JK0843* NAVD 88     -      1815.681  (meters)    5956.95   (feet)  ADJUSTED  
 JK0843  ___________________________________________________________________
 JK0843  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 JK0843  DYNAMIC HT  -        1813.710 (meters)    5950.48  (feet)  COMP
 JK0843  MODELED GRAV-     979,478.7   (mgal)                       NAVD 88
 JK0843
 JK0843  VERT ORDER  -  FIRST     CLASS II
 JK0843
 JK0843.The horizontal coordinates were scaled from a topographic map and have
 JK0843.an estimated accuracy of +/- 6 seconds.
 JK0843
 JK0843.The orthometric height was determined by differential leveling
 JK0843.and adjusted by the National Geodetic Survey in June 1991..
 JK0843
 JK0843.The geoid height was determined by GEOID03.
 JK0843
 JK0843.The dynamic height is computed by dividing the NAVD 88
 JK0843.geopotential number by the normal gravity value computed on the
 JK0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0843.degrees latitude (g = 980.6199 gals.).
 JK0843
 JK0843.The modeled gravity was interpolated from observed gravity values.
 JK0843
 JK0843;                    North         East    Units  Estimated Accuracy
 JK0843;SPC CO C     -   414,600.      972,630.      MT  (+/- 180 meters Scaled)
 JK0843
 JK0843                          SUPERSEDED SURVEY CONTROL
 JK0843
 JK0843  NGVD 29 (??/??/??) 1814.624  (m)         5953.48   (f) ADJUSTED    1 2
 JK0843
 JK0843.Superseded values are not recommended for survey control.
 JK0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0843.See file dsdata.txt to determine how the superseded data were derived.
 JK0843
 JK0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC148968(NAD 83)
 JK0843_MARKER: F = FLANGE-ENCASED ROD
 JK0843_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK0843_SP_SET: STAINLESS STEEL ROD
 JK0843_STAMPING: A 396 1983
 JK0843_MARK LOGO: NGS   
 JK0843_PROJECTION: FLUSH
 JK0843_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK0843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0843_ROD/PIPE-DEPTH: 7.30 meters
 JK0843
 JK0843  HISTORY     - Date     Condition        Report By
 JK0843  HISTORY     - 1983     MONUMENTED       NGS
 JK0843  HISTORY     - 19970805 GOOD             USPSQD
 JK0843  HISTORY     - 2002     GOOD             ZYLSTR
 JK0843  HISTORY     - 20020119 GOOD             USPSQD
 JK0843
 JK0843                          STATION DESCRIPTION
 JK0843
 JK0843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JK0843'IN COLORADO SPRINGS.
 JK0843'IN COLORADO SPRINGS, AT THE INTERSECTION OF SIERRA MADRE STREET AND
 JK0843'THE DENVER AND RIO GRANDE WESTERN RAILROAD, 42.1 METERS (138.1 FT)
 JK0843'SOUTHEAST OF THE STREET, 33.5 METERS (111.2 FT) SOUTHEAST OF A
 JK0843'RAILROAD SIGNAL, 8.2 METERS (26.9 FT) SOUTHWEST OF THE NEAR RAIL,
 JK0843'5.3 METERS (17.4 FT) NORTHEAST OF THE CENTER OF A DIRT ROAD, AND
 JK0843'1.1 METERS (3.6 FT) SOUTHEAST OF A UTILITY POLE WITH 2 GUY WIRES.
 JK0843'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 JK0843'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 JK0843
 JK0843                          STATION RECOVERY (1997)
 JK0843
 JK0843'RECOVERY NOTE BY US POWER SQUADRON 1997
 JK0843'RECOVERED IN GOOD CONDITION.
 JK0843
 JK0843                          STATION RECOVERY (2002)
 JK0843
 JK0843'RECOVERY NOTE BY ZYLSTRA-BAKER SURVEYING INCORPORATED 2002 (LDV)
 JK0843'RECOVERED AS DESCRIBED.
 JK0843' 
 JK0843'
 JK0843
 JK0843                          STATION RECOVERY (2002)
 JK0843
 JK0843'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 JK0843'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1335 ***********************************************************************
 KK1335  DESIGNATION -  A 397
 KK1335  PID         -  KK1335
 KK1335  STATE/COUNTY-  CO/DOUGLAS
 KK1335  USGS QUAD   -  SEDALIA (1994)
 KK1335
 KK1335                         *CURRENT SURVEY CONTROL
 KK1335  ___________________________________________________________________
 KK1335* NAD 83(1986)-  39 25 58.     (N)    104 56 02.     (W)     SCALED    
 KK1335* NAVD 88     -      1804.171  (meters)    5919.18   (feet)  ADJUSTED  
 KK1335  ___________________________________________________________________
 KK1335  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 KK1335  DYNAMIC HT  -        1802.330 (meters)    5913.14  (feet)  COMP
 KK1335  MODELED GRAV-     979,542.6   (mgal)                       NAVD 88
 KK1335
 KK1335  VERT ORDER  -  FIRST     CLASS II
 KK1335
 KK1335.The horizontal coordinates were scaled from a topographic map and have
 KK1335.an estimated accuracy of +/- 6 seconds.
 KK1335
 KK1335.The orthometric height was determined by differential leveling
 KK1335.and adjusted by the National Geodetic Survey in August 2004..
 KK1335
 KK1335.The geoid height was determined by GEOID03.
 KK1335
 KK1335.The dynamic height is computed by dividing the NAVD 88
 KK1335.geopotential number by the normal gravity value computed on the
 KK1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1335.degrees latitude (g = 980.6199 gals.).
 KK1335
 KK1335.The modeled gravity was interpolated from observed gravity values.
 KK1335
 KK1335;                    North         East    Units  Estimated Accuracy
 KK1335;SPC CO C     -   482,510.      963,140.      MT  (+/- 180 meters Scaled)
 KK1335
 KK1335                          SUPERSEDED SURVEY CONTROL
 KK1335
 KK1335  NAVD 88 (06/15/91) 1804.178  (m)         5919.21   (f) UNKNOWN     1 2
 KK1335
 KK1335.Superseded values are not recommended for survey control.
 KK1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1335.See file dsdata.txt to determine how the superseded data were derived.
 KK1335
 KK1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED056648(NAD 83)
 KK1335_MARKER: F = FLANGE-ENCASED ROD
 KK1335_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1335_SP_SET: STAINLESS STEEL ROD
 KK1335_STAMPING: A 397 1983
 KK1335_MARK LOGO: NGS   
 KK1335_PROJECTION: RECESSED 10 CENTIMETERS
 KK1335_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1335+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2002
 KK1335_ROD/PIPE-DEPTH: 21.9 meters
 KK1335
 KK1335  HISTORY     - Date     Condition        Report By
 KK1335  HISTORY     - 1983     MONUMENTED       NGS
 KK1335  HISTORY     - 20021128 GOOD             CODOT
 KK1335
 KK1335                          STATION DESCRIPTION
 KK1335
 KK1335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1335'8.8 KM (5.45 MI) NW FROM CASTLE ROCK.
 KK1335'8.8 KM (5.45 MI) NORTHWESTERLY ALONG THE DENVER AND RIO GRANDE WESTERN
 KK1335'RAILROAD FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 25 IN CASTLE ROCK,
 KK1335'0.3 KM (0.1 MI) EAST OF RAILROAD MILEPOST 26, 0.2 KM (0.1 MI) EAST OF
 KK1335'HIGHWAY MILEPOST 189, 0.4 KM (0.25 MI) EAST OF A PRIVATE DRIVE LEADING
 KK1335'INTO THE CHEROKEE RANCH, 27.0 METERS (88.6 FT) EAST OF A UTILITY POLE,
 KK1335'13.7 METERS (44.9 FT) NORTH OF THE NEAR RAIL, 12.9 METERS (42.3 FT)
 KK1335'SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 85, 12.7 METERS (41.7 FT)
 KK1335'SOUTHWEST OF A UTILITY POLE, AND 1.1 METERS (3.6 FT) EAST OF A UTILITY
 KK1335'GUY POLE WITH 1 GUY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 KK1335'5-INCH LOGO CAP.
 KK1335'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 KK1335'THE MARK IS 0.6 M ABOVE THE TRACKS.
 KK1335
 KK1335                          STATION RECOVERY (2002)
 KK1335
 KK1335'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2002 (DBB)
 KK1335'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION (2002)
 KK1335' 
 KK1335'RECOVERED IN GOOD CONDITION
 KK1335' 
 KK1335'STATION IS ABOUT 2.6 KM (1.6 MILES) SOUTHEASTERLY OF SEDALIA, CO AND
 KK1335'8.8 KM (5.5 MILES) NORTHWESTERLYOF CASTLE ROCK, CO AND ON THE PROPERTY
 KK1335'OWNED BY THE UNION PACIFIC RAILROAD. THE STATION IS 0.4 KM (0.25
 KK1335'MILES) EAST OF A PRIVATE DRIVE LEADING INTO THE CHEROKEE RANCH AND
 KK1335'13.7 METERS (44.9 FEET) NORTH OF THE NEAR RAIL.
 KK1335' 
 KK1335'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 85 AND
 KK1335'STATE HIGHWAY 67, AT SEDALIA, CO GO SOUTHEASTERLY ON U.S. HIGHWAY 85
 KK1335'FOR 2.6 KM (1.6 MILES) TO THE STATION ON THE RIGHT.  12.9 METERS (42.3
 KK1335'FEET) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 85.
 KK1335' 
 KK1335'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 10 CM
 KK1335'INSIDE A NGS 5-INCH LOGO CAP SURROUNDED BY CONCRETE.  CAP AND CONCRETE
 KK1335'ARE FLUSH WITH GROUND.  THE MARK IS  27.0 METERS (88.6 FEET) EAST OF A
 KK1335'UTILITY POLE,  12.7 METERS (41.7 FEET) SOUTHWEST OF A UTILITY POLE,
 KK1335'AND 40 CM (1.3 FEET) NORTHERLY OF CDOH CARSONITE WITNESS POST.
 KK1335' 
 KK1335'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0415 ***********************************************************************
 HM0415  DESIGNATION -  A 398
 HM0415  PID         -  HM0415
 HM0415  STATE/COUNTY-  CO/MONTEZUMA
 HM0415  USGS QUAD   -  POINT LOOKOUT (1973)
 HM0415
 HM0415                         *CURRENT SURVEY CONTROL
 HM0415  ___________________________________________________________________
 HM0415* NAD 83(1986)-  37 20 10.     (N)    108 23 45.     (W)     SCALED    
 HM0415* NAVD 88     -      2083.130  (meters)    6834.40   (feet)  ADJUSTED  
 HM0415  ___________________________________________________________________
 HM0415  GEOID HEIGHT-         -19.16  (meters)                     GEOID03
 HM0415  DYNAMIC HT  -        2080.458 (meters)    6825.64  (feet)  COMP
 HM0415  MODELED GRAV-     979,273.8   (mgal)                       NAVD 88
 HM0415
 HM0415  VERT ORDER  -  FIRST     CLASS II
 HM0415
 HM0415.The horizontal coordinates were scaled from a topographic map and have
 HM0415.an estimated accuracy of +/- 6 seconds.
 HM0415
 HM0415.The orthometric height was determined by differential leveling
 HM0415.and adjusted by the National Geodetic Survey in June 1991..
 HM0415
 HM0415.The geoid height was determined by GEOID03.
 HM0415
 HM0415.The dynamic height is computed by dividing the NAVD 88
 HM0415.geopotential number by the normal gravity value computed on the
 HM0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0415.degrees latitude (g = 980.6199 gals.).
 HM0415
 HM0415.The modeled gravity was interpolated from observed gravity values.
 HM0415
 HM0415;                    North         East    Units  Estimated Accuracy
 HM0415;SPC CO S     -   383,080.      657,820.      MT  (+/- 180 meters Scaled)
 HM0415
 HM0415                          SUPERSEDED SURVEY CONTROL
 HM0415
 HM0415.No superseded survey control is available for this station.
 HM0415
 HM0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG307353(NAD 83)
 HM0415_MARKER: I = METAL ROD
 HM0415_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HM0415_SP_SET: STAINLESS STEEL ROD
 HM0415_STAMPING: A 398 1984
 HM0415_MARK LOGO: NGS   
 HM0415_PROJECTION: FLUSH
 HM0415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0415_ROD/PIPE-DEPTH: 4.3  meters
 HM0415
 HM0415  HISTORY     - Date     Condition        Report By
 HM0415  HISTORY     - 1984     MONUMENTED       NGS
 HM0415
 HM0415                          STATION DESCRIPTION
 HM0415
 HM0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0415'18.6 KM (11.55 MI) EAST FROM CORTEZ.
 HM0415'18.6 KM (11.55 MI) EASTERLY ALONG U.S. HIGHWAY 160 FROM ITS WEST
 HM0415'JUNCTION WITH U.S. HIGHWAY 666 IN CORTEZ, AT A POWERLINE CROSSING,
 HM0415'86.0 METERS (282.2 FT) SOUTHEAST OF THE EXTENDED CENTER OF A DRIVEWAY
 HM0415'TO KAMPARK CAMPGROUND, 53.3 METERS (174.9 FT) SOUTHWEST OF THE
 HM0415'CENTERLINE OF THE HIGHWAY, 40.5 METERS (132.9 FT) SOUTH OF THE
 HM0415'SOUTHWEST END OF A 60-INCH METAL CULVERT, 5.2 METERS (17.1 FT)
 HM0415'SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE, AND 1.8 METERS (5.9 FT)
 HM0415'EAST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 HM0415'5-INCH LOGO CAP.
 HM0415'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 HM0415'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0395 ***********************************************************************
 HK0395  DESIGNATION -  A 399
 HK0395  PID         -  HK0395
 HK0395  STATE/COUNTY-  CO/CONEJOS
 HK0395  USGS QUAD   -  LOBATOS (1967)
 HK0395
 HK0395                         *CURRENT SURVEY CONTROL
 HK0395  ___________________________________________________________________
 HK0395* NAD 83(1986)-  37 00 13.     (N)    105 59 58.     (W)     SCALED    
 HK0395* NAVD 88     -      2445.926  (meters)    8024.68   (feet)  ADJUSTED  
 HK0395  ___________________________________________________________________
 HK0395  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 HK0395  DYNAMIC HT  -        2442.605 (meters)    8013.78  (feet)  COMP
 HK0395  MODELED GRAV-     979,184.8   (mgal)                       NAVD 88
 HK0395
 HK0395  VERT ORDER  -  FIRST     CLASS II
 HK0395
 HK0395.The horizontal coordinates were scaled from a topographic map and have
 HK0395.an estimated accuracy of +/- 6 seconds.
 HK0395
 HK0395.The orthometric height was determined by differential leveling
 HK0395.and adjusted by the National Geodetic Survey in June 1991..
 HK0395
 HK0395.The geoid height was determined by GEOID03.
 HK0395
 HK0395.The dynamic height is computed by dividing the NAVD 88
 HK0395.geopotential number by the normal gravity value computed on the
 HK0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0395.degrees latitude (g = 980.6199 gals.).
 HK0395
 HK0395.The modeled gravity was interpolated from observed gravity values.
 HK0395
 HK0395;                    North         East    Units  Estimated Accuracy
 HK0395;SPC CO S     -   342,320.      869,950.      MT  (+/- 180 meters Scaled)
 HK0395
 HK0395                          SUPERSEDED SURVEY CONTROL
 HK0395
 HK0395.No superseded survey control is available for this station.
 HK0395
 HK0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA110957(NAD 83)
 HK0395_MARKER: DB = BENCH MARK DISK
 HK0395_SETTING: 66 = SET IN ROCK OUTCROP
 HK0395_SP_SET: ROCK OUTCROP
 HK0395_STAMPING: A 399 1984
 HK0395_MARK LOGO: NGS   
 HK0395_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HK0395+STABILITY: POSITION/ELEVATION WELL
 HK0395
 HK0395  HISTORY     - Date     Condition        Report By
 HK0395  HISTORY     - 1984     MONUMENTED       NGS
 HK0395
 HK0395                          STATION DESCRIPTION
 HK0395
 HK0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HK0395'8.4 KM (5.2 MI) SOUTH FROM ANTONITO.
 HK0395'8.4 KM (5.2 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE
 HK0395'IN ANTONITO, 0.7 KM (0.45 MI) SOUTH OF MILEPOST 1, 25.8 M (84.6 FT)
 HK0395'EAST OF THE CENTERLINE OF THE HIGHWAY, AND 5.5 M (18.0 FT) WEST OF A
 HK0395'FENCE.
 HK0395'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 HK0395'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0062 ***********************************************************************
 JK0062  DESIGNATION -  A 4
 JK0062  PID         -  JK0062
 JK0062  STATE/COUNTY-  CO/PUEBLO
 JK0062  USGS QUAD   -  NORTHEAST PUEBLO (1974)
 JK0062
 JK0062                         *CURRENT SURVEY CONTROL
 JK0062  ___________________________________________________________________
 JK0062* NAD 83(1986)-  38 22 29.     (N)    104 37 03.     (W)     SCALED    
 JK0062* NAVD 88     -      1491.062  (meters)    4891.93   (feet)  ADJUSTED  
 JK0062  ___________________________________________________________________
 JK0062  GEOID HEIGHT-         -19.08  (meters)                     GEOID03
 JK0062  DYNAMIC HT  -        1489.505 (meters)    4886.82  (feet)  COMP
 JK0062  MODELED GRAV-     979,532.5   (mgal)                       NAVD 88
 JK0062
 JK0062  VERT ORDER  -  FIRST     CLASS II
 JK0062
 JK0062.The horizontal coordinates were scaled from a topographic map and have
 JK0062.an estimated accuracy of +/- 6 seconds.
 JK0062
 JK0062.The orthometric height was determined by differential leveling
 JK0062.and adjusted by the National Geodetic Survey in June 1991..
 JK0062
 JK0062.The geoid height was determined by GEOID03.
 JK0062
 JK0062.The dynamic height is computed by dividing the NAVD 88
 JK0062.geopotential number by the normal gravity value computed on the
 JK0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0062.degrees latitude (g = 980.6199 gals.).
 JK0062
 JK0062.The modeled gravity was interpolated from observed gravity values.
 JK0062
 JK0062;                    North         East    Units  Estimated Accuracy
 JK0062;SPC CO S     -   494,740.      991,520.      MT  (+/- 180 meters Scaled)
 JK0062
 JK0062                          SUPERSEDED SURVEY CONTROL
 JK0062
 JK0062  NGVD 29 (??/??/92) 1490.180  (m)         4889.03   (f) ADJ UNCH    1 2
 JK0062
 JK0062.Superseded values are not recommended for survey control.
 JK0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0062.See file dsdata.txt to determine how the superseded data were derived.
 JK0062
 JK0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC334474(NAD 83)
 JK0062_MARKER: DB = BENCH MARK DISK
 JK0062_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JK0062_SP_SET: BRIDGE ABUTMENT
 JK0062_STAMPING: A 4 1925 4889.193
 JK0062_MARK LOGO: CGS   
 JK0062_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0062_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JK0062+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1996
 JK0062
 JK0062  HISTORY     - Date     Condition        Report By
 JK0062  HISTORY     - 1925     MONUMENTED       CGS
 JK0062  HISTORY     - 1954     GOOD             NGS
 JK0062  HISTORY     - 1983     GOOD             NGS
 JK0062  HISTORY     - 19960201 GOOD             CODOT
 JK0062
 JK0062                          STATION DESCRIPTION
 JK0062
 JK0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JK0062'9 MI N FROM PUEBLO.
 JK0062'9.0 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0062'FROM THE UNION STATION AT PUEBLO, 5 FEET EAST OF THE EAST RAIL, SET
 JK0062'IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF A LARGE
 JK0062'STEEL BRIDGE.
 JK0062
 JK0062                          STATION RECOVERY (1983)
 JK0062
 JK0062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JK0062'RECOVERED IN GOOD CONDITION.
 JK0062
 JK0062                          STATION RECOVERY (1996)
 JK0062
 JK0062'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (PGG)
 JK0062'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0028 ***********************************************************************
 JK0028  DESIGNATION -  A 40
 JK0028  PID         -  JK0028
 JK0028  STATE/COUNTY-  CO/PUEBLO
 JK0028  USGS QUAD   -  AVONDALE (1974)
 JK0028
 JK0028                         *CURRENT SURVEY CONTROL
 JK0028  ___________________________________________________________________
 JK0028* NAD 83(1986)-  38 14 55.     (N)    104 15 26.     (W)     SCALED    
 JK0028* NAVD 88     -      1365.218  (meters)    4479.05   (feet)  ADJUSTED  
 JK0028  ___________________________________________________________________
 JK0028  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 JK0028  DYNAMIC HT  -        1363.825 (meters)    4474.48  (feet)  COMP
 JK0028  MODELED GRAV-     979,561.1   (mgal)                       NAVD 88
 JK0028
 JK0028  VERT ORDER  -  FIRST     CLASS II
 JK0028
 JK0028.The horizontal coordinates were scaled from a topographic map and have
 JK0028.an estimated accuracy of +/- 6 seconds.
 JK0028
 JK0028.The orthometric height was determined by differential leveling
 JK0028.and adjusted by the National Geodetic Survey in June 1991..
 JK0028
 JK0028.The geoid height was determined by GEOID03.
 JK0028
 JK0028.The dynamic height is computed by dividing the NAVD 88
 JK0028.geopotential number by the normal gravity value computed on the
 JK0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0028.degrees latitude (g = 980.6199 gals.).
 JK0028
 JK0028.The modeled gravity was interpolated from observed gravity values.
 JK0028
 JK0028;                    North         East    Units  Estimated Accuracy
 JK0028;SPC CO S     -   481,100.    1,023,180.      MT  (+/- 180 meters Scaled)
 JK0028
 JK0028                          SUPERSEDED SURVEY CONTROL
 JK0028
 JK0028  NGVD 29 (??/??/92) 1364.433  (m)         4476.48   (f) ADJ UNCH    1 2
 JK0028
 JK0028.Superseded values are not recommended for survey control.
 JK0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0028.See file dsdata.txt to determine how the superseded data were derived.
 JK0028
 JK0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC649336(NAD 83)
 JK0028_MARKER: DB = BENCH MARK DISK
 JK0028_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JK0028_SP_SET: SIGNAL
 JK0028_STAMPING: A 40 1933
 JK0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK0028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0028+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1998
 JK0028
 JK0028  HISTORY     - Date     Condition        Report By
 JK0028  HISTORY     - 1933     MONUMENTED       CGS
 JK0028  HISTORY     - 1951     GOOD             NGS
 JK0028  HISTORY     - 1985     MARK NOT FOUND   NGS
 JK0028  HISTORY     - 19980306 MARK NOT FOUND   CODOT
 JK0028
 JK0028                          STATION DESCRIPTION
 JK0028
 JK0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JK0028'AT BOONE.
 JK0028'AT BOONE, 83 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 JK0028'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION, AT MILEAGE 598.6,
 JK0028'13 FEET EAST OF THE CENTER OF A CROSSING, AT A WIGWAG SIGNAL, IN THE
 JK0028'SOUTHWEST CORNER OF THE FOUNDATION, AND 11 FEET SOUTH OF THE
 JK0028'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED A 40 1933.
 JK0028
 JK0028                          STATION RECOVERY (1985)
 JK0028
 JK0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JK0028'MARK NOT FOUND.
 JK0028
 JK0028                          STATION RECOVERY (1998)
 JK0028
 JK0028'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (PGG)
 JK0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0420 ***********************************************************************
 HK0420  DESIGNATION -  A 400
 HK0420  PID         -  HK0420
 HK0420  STATE/COUNTY-  CO/SAGUACHE
 HK0420  USGS QUAD   -  DEADMAN CAMP SW (1979)
 HK0420
 HK0420                         *CURRENT SURVEY CONTROL
 HK0420  ___________________________________________________________________
 HK0420* NAD 83(1992)-  37 49 19.69643(N)    105 53 16.72025(W)     ADJUSTED  
 HK0420* NAVD 88     -      2299.571  (meters)    7544.51   (feet)  ADJUSTED  
 HK0420  ___________________________________________________________________
 HK0420  X           -  -1,381,479.301 (meters)                     COMP
 HK0420  Y           -  -4,853,585.789 (meters)                     COMP
 HK0420  Z           -   3,891,268.575 (meters)                     COMP
 HK0420  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 HK0420  ELLIP HEIGHT-        2283.34  (meters)          (12/03/02) GPS OBS
 HK0420  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 HK0420  DYNAMIC HT  -        2296.639 (meters)    7534.89  (feet)  COMP
 HK0420  MODELED GRAV-     979,272.0   (mgal)                       NAVD 88
 HK0420
 HK0420  HORZ ORDER  -  FIRST
 HK0420  VERT ORDER  -  FIRST     CLASS II
 HK0420  ELLP ORDER  -  FOURTH    CLASS II
 HK0420
 HK0420.The horizontal coordinates were established by GPS observations
 HK0420.and adjusted by the National Geodetic Survey in August 2000..
 HK0420
 HK0420.The orthometric height was determined by differential leveling
 HK0420.and adjusted by the National Geodetic Survey in June 1991..
 HK0420
 HK0420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HK0420
 HK0420.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0420
 HK0420.The ellipsoidal height was determined by GPS observations
 HK0420.and is referenced to NAD 83.
 HK0420
 HK0420.The geoid height was determined by GEOID03.
 HK0420
 HK0420.The dynamic height is computed by dividing the NAVD 88
 HK0420.geopotential number by the normal gravity value computed on the
 HK0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0420.degrees latitude (g = 980.6199 gals.).
 HK0420
 HK0420.The modeled gravity was interpolated from observed gravity values.
 HK0420
 HK0420;                    North         East     Units Scale Factor Converg.
 HK0420;SPC CO S     -   433,110.221   880,244.604   MT  0.99994542   -0 14 16.7
 HK0420;SPC CO S     - 1,420,962.45  2,887,935.84   sFT  0.99994542   -0 14 16.7
 HK0420;UTM  13      - 4,186,452.525   421,849.215   MT  0.99967522   -0 32 40.4
 HK0420
 HK0420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0420!SPC CO S     -   0.99964183  x   0.99994542  =   0.99958727
 HK0420!UTM  13      -   0.99964183  x   0.99967522  =   0.99931717
 HK0420
 HK0420                          SUPERSEDED SURVEY CONTROL
 HK0420
 HK0420  NAVD 88 (08/03/00) 2299.57   (m)         7544.5    (f) LEVELING    3  
 HK0420
 HK0420.Superseded values are not recommended for survey control.
 HK0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0420.See file dsdata.txt to determine how the superseded data were derived.
 HK0420
 HK0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB2184986453(NAD 83)
 HK0420_MARKER: I = METAL ROD
 HK0420_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HK0420_SP_SET: STAINLESS STEEL ROD
 HK0420_STAMPING: A 400 1985
 HK0420_MARK LOGO: NGS   
 HK0420_PROJECTION: FLUSH
 HK0420_MAGNETIC: I = MARKER IS A STEEL ROD
 HK0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HK0420+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1999
 HK0420_ROD/PIPE-DEPTH: 8.0  meters
 HK0420
 HK0420  HISTORY     - Date     Condition        Report By
 HK0420  HISTORY     - 1985     MONUMENTED       NGS
 HK0420  HISTORY     - 19990406 GOOD             MSAM
 HK0420
 HK0420                          STATION DESCRIPTION
 HK0420
 HK0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HK0420'19.7 KM (12.25 MI) SOUT FROM MOFFAT.
 HK0420'19.7 KM (12.25 MI) SOUTHERLY ALONG STATE HIGHWAY 17 FROM THE POST
 HK0420'OFFICE IN MOFFAT, 76.2 M (250.0 FT) EAST OF THE CENTERLINE OF THE
 HK0420'HIGHWAY, AND 6.0 M (19.7 FT) NORTH OF THE CENTER OF A TRACK ROAD
 HK0420'LEADING EAST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 HK0420'LOGO CAP.
 HK0420'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 HK0420'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 HK0420
 HK0420                          STATION RECOVERY (1999)
 HK0420
 HK0420'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 HK0420'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, K.C. HOFFMAN
 HK0420' 
 HK0420'STATION IS LOCATED ABOUT 38.6 KM (24.00 MI) NORTH OF ALAMOSA, 11.85 MI
 HK0420'(19.07 KM) NORTH OF MOSCA, 12.45 MI (20.04 KM) SOUTH OF MOFFAT, IT IS
 HK0420'IN A LARGE OPEN AREA EAST OF STATE HIGHWAY 17, IN THE NORTHWEST 1/4 OF
 HK0420'SECTION 9, T 41 N, R 10 E.
 HK0420' 
 HK0420'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 160 AND STATE
 HK0420'HIGHWAY 17 IN THE NORTHEAST SECTION OF ALAMOSA, GO NORTH ON HIGHWAY 17
 HK0420'FOR 24.35 MI (39.19 KM) TO A TRACK ROAD LEADING EAST, TURN RIGHT, GO
 HK0420'EAST ON THE TRACK ROAD FOR 0.05 MI (0.08 KM) TO A FENCE AND THE
 HK0420'STATION ON THE LEFT, OR FROM THE JUNCTION OF US HIGHWAY 285 AND STATE
 HK0420'HIGHWAY 17, 7.25 MI (11.67 KM) SOUTH OF VILLAGROVE, GO SOUTH ON STATE
 HK0420'HIGHWAY 17 FOR 25.75 MI (41.44 KM) TO A TRACK ROAD ON THE LEFT, TURN
 HK0420'LEFT, GO EAST ON THE TRACK ROAD FOR 0.05 MI (0.08 KM) TO A FENCE
 HK0420'AND THE STATION ON THE LEFT.
 HK0420' 
 HK0420'STATION MARK IS A PUNCH HOLE IN THE TOP OF A STEEL ROD ENCASED IN PVC
 HK0420'PIPE WITH LOGO CAP, SET IN CONCRETE, FLUSH WITH THE GROUND, IT IS 76.2
 HK0420'M (250.0 FT) EAST OF AND 0.6M (2.0 FT) BELOW THE CENTER OF THE
 HK0420'HIGHWAY, 6.0 M NORTH OF THE CENTER OF THE TRACK ROAD AT THE FENCE,
 HK0420'0.3M (1.0 FT) WEST OF A FIBERGLASS WITNESS POST AND A FENCE.
 HK0420'NOTE--ACCESS TO DATUM IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0598 ***********************************************************************
 JL0598  DESIGNATION -  A 401
 JL0598  PID         -  JL0598
 JL0598  STATE/COUNTY-  CO/CHAFFEE
 JL0598  USGS QUAD   -  PONCHA PASS (1994)
 JL0598
 JL0598                         *CURRENT SURVEY CONTROL
 JL0598  ___________________________________________________________________
 JL0598* NAD 83(1986)-  38 26 10.     (N)    106 06 05.     (W)     SCALED    
 JL0598* NAVD 88     -      2647.579  (meters)    8686.27   (feet)  ADJUSTED  
 JL0598  ___________________________________________________________________
 JL0598  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 JL0598  DYNAMIC HT  -        2644.121 (meters)    8674.92  (feet)  COMP
 JL0598  MODELED GRAV-     979,226.5   (mgal)                       NAVD 88
 JL0598
 JL0598  VERT ORDER  -  FIRST     CLASS II
 JL0598
 JL0598.The horizontal coordinates were scaled from a topographic map and have
 JL0598.an estimated accuracy of +/- 6 seconds.
 JL0598
 JL0598.The orthometric height was determined by differential leveling
 JL0598.and adjusted by the National Geodetic Survey in June 1991..
 JL0598
 JL0598.The geoid height was determined by GEOID03.
 JL0598
 JL0598.The dynamic height is computed by dividing the NAVD 88
 JL0598.geopotential number by the normal gravity value computed on the
 JL0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0598.degrees latitude (g = 980.6199 gals.).
 JL0598
 JL0598.The modeled gravity was interpolated from observed gravity values.
 JL0598
 JL0598;                    North         East    Units  Estimated Accuracy
 JL0598;SPC CO C     -   371,890.      861,900.      MT  (+/- 180 meters Scaled)
 JL0598
 JL0598                          SUPERSEDED SURVEY CONTROL
 JL0598
 JL0598.No superseded survey control is available for this station.
 JL0598
 JL0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC038547(NAD 83)
 JL0598_MARKER: DB = BENCH MARK DISK
 JL0598_SETTING: 66 = SET IN ROCK OUTCROP
 JL0598_SP_SET: ROCK OUTCROP
 JL0598_STAMPING: A 401 1984
 JL0598_MARK LOGO: NGS   
 JL0598_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0598+STABILITY: POSITION/ELEVATION WELL
 JL0598
 JL0598  HISTORY     - Date     Condition        Report By
 JL0598  HISTORY     - 1984     MONUMENTED       NGS
 JL0598  HISTORY     - 1984     GOOD             NGS
 JL0598
 JL0598                          STATION DESCRIPTION
 JL0598
 JL0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0598'10.5 KM (6.5 MI) SE FROM PONCHA SPRINGS.
 JL0598'10.5 KM (6.5 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM ITS NORTH
 JL0598'JUNCTION WITH U.S. HIGHWAY 50 IN PONCHA SPRINGS, IN THE SOUTHWEST BASE
 JL0598'OF A 35 BY 40 FOOT EXPOSED AREA OF OUTCROPPING BEDROCK PROJECTING 15
 JL0598'FEET, 17.5 M (57.4 FT) NORTHWEST OF THE NORTHWEST CORNER OF A MINE
 JL0598'SHAFT BUILDING, 14.2 M (46.6 FT) NORTH OF THE CENTER OF A GRAVELED
 JL0598'ROAD LEADING EAST, AND 9.8 M (32.2 FT) EAST OF THE CENTERLINE OF THE
 JL0598'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 JL0598'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JL0598'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JL0598
 JL0598                          STATION RECOVERY (1984)
 JL0598
 JL0598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1017 ***********************************************************************
 LL1017  DESIGNATION -  A 402
 LL1017  PID         -  LL1017
 LL1017  STATE/COUNTY-  CO/LARIMER
 LL1017  USGS QUAD   -  FORT COLLINS (1984)
 LL1017
 LL1017                         *CURRENT SURVEY CONTROL
 LL1017  ___________________________________________________________________
 LL1017* NAD 83(1986)-  40 35 46.     (N)    105 04 33.     (W)     SCALED    
 LL1017* NAVD 88     -      1512.564  (meters)    4962.47   (feet)  ADJUSTED  
 LL1017  ___________________________________________________________________
 LL1017  GEOID HEIGHT-         -15.85  (meters)                     GEOID03
 LL1017  DYNAMIC HT  -        1511.295 (meters)    4958.31  (feet)  COMP
 LL1017  MODELED GRAV-     979,733.0   (mgal)                       NAVD 88
 LL1017
 LL1017  VERT ORDER  -  FIRST     CLASS II
 LL1017
 LL1017.The horizontal coordinates were scaled from a topographic map and have
 LL1017.an estimated accuracy of +/- 6 seconds.
 LL1017
 LL1017.The orthometric height was determined by differential leveling
 LL1017.and adjusted by the National Geodetic Survey in June 1991..
 LL1017
 LL1017.The geoid height was determined by GEOID03.
 LL1017
 LL1017.The dynamic height is computed by dividing the NAVD 88
 LL1017.geopotential number by the normal gravity value computed on the
 LL1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1017.degrees latitude (g = 980.6199 gals.).
 LL1017
 LL1017.The modeled gravity was interpolated from observed gravity values.
 LL1017
 LL1017;                    North         East    Units  Estimated Accuracy
 LL1017;SPC CO N     -   445,100.      950,310.      MT  (+/- 180 meters Scaled)
 LL1017
 LL1017                          SUPERSEDED SURVEY CONTROL
 LL1017
 LL1017  NGVD 29 (??/??/??) 1511.701  (m)         4959.64   (f) ADJUSTED    1 2
 LL1017
 LL1017.Superseded values are not recommended for survey control.
 LL1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1017.See file dsdata.txt to determine how the superseded data were derived.
 LL1017
 LL1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE935939(NAD 83)
 LL1017_MARKER: I = METAL ROD
 LL1017_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1017_SP_SET: STAINLESS STEEL ROD
 LL1017_STAMPING: A 402 1984
 LL1017_MARK LOGO: NGS   
 LL1017_PROJECTION: FLUSH
 LL1017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1017_ROD/PIPE-DEPTH: 5.2  meters
 LL1017
 LL1017  HISTORY     - Date     Condition        Report By
 LL1017  HISTORY     - 1984     MONUMENTED       NGS
 LL1017
 LL1017                          STATION DESCRIPTION
 LL1017
 LL1017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1017'IN FORT COLLINS.
 LL1017'IN FORT COLLINS, AT THE JUNCTION OF NORTH COLLEGE AVENUE AND EAST VINE
 LL1017'DRIVE, 64.6 METERS (211.9 FT) EAST OF THE CENTERLINE OF THE NORTH
 LL1017'BOUND LANES OF THE AVENUE, 22.8 METERS (74.8 FT) NORTH OF THE
 LL1017'CENTERLINE OF EAST VINE DRIVE, 6.4 METERS (21.0 FT) EAST OF THE CENTER
 LL1017'OF A PRIVATE DRIVE, AND 1.4 METERS (4.6 FT) SOUTH OF UTILITY POLE
 LL1017'NUMBER 702.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 LL1017'CAP.
 LL1017'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 LL1017'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0390 ***********************************************************************
 HM0390  DESIGNATION -  A 403
 HM0390  PID         -  HM0390
 HM0390  STATE/COUNTY-  CO/LA PLATA
 HM0390  USGS QUAD   -  HESPERUS (1963)
 HM0390
 HM0390                         *CURRENT SURVEY CONTROL
 HM0390  ___________________________________________________________________
 HM0390* NAD 83(1986)-  37 18 04.     (N)    108 03 24.     (W)     SCALED    
 HM0390* NAVD 88     -      2527.102  (meters)    8291.00   (feet)  ADJUSTED  
 HM0390  ___________________________________________________________________
 HM0390  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 HM0390  DYNAMIC HT  -        2523.705 (meters)    8279.86  (feet)  COMP
 HM0390  MODELED GRAV-     979,194.6   (mgal)                       NAVD 88
 HM0390
 HM0390  VERT ORDER  -  FIRST     CLASS II
 HM0390
 HM0390.The horizontal coordinates were scaled from a topographic map and have
 HM0390.an estimated accuracy of +/- 6 seconds.
 HM0390
 HM0390.The orthometric height was determined by differential leveling
 HM0390.and adjusted by the National Geodetic Survey in June 1991..
 HM0390
 HM0390.The geoid height was determined by GEOID03.
 HM0390
 HM0390.The dynamic height is computed by dividing the NAVD 88
 HM0390.geopotential number by the normal gravity value computed on the
 HM0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0390.degrees latitude (g = 980.6199 gals.).
 HM0390
 HM0390.The modeled gravity was interpolated from observed gravity values.
 HM0390
 HM0390;                    North         East    Units  Estimated Accuracy
 HM0390;SPC CO S     -   378,320.      687,760.      MT  (+/- 180 meters Scaled)
 HM0390
 HM0390                          SUPERSEDED SURVEY CONTROL
 HM0390
 HM0390.No superseded survey control is available for this station.
 HM0390
 HM0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG608323(NAD 83)
 HM0390_MARKER: I = METAL ROD
 HM0390_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HM0390_SP_SET: STAINLESS STEEL ROD
 HM0390_STAMPING: A 403 1984
 HM0390_MARK LOGO: NGS   
 HM0390_PROJECTION: FLUSH
 HM0390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HM0390+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2004
 HM0390_ROD/PIPE-DEPTH: 4.9  meters
 HM0390
 HM0390  HISTORY     - Date     Condition        Report By
 HM0390  HISTORY     - 1984     MONUMENTED       NGS
 HM0390  HISTORY     - 20040607 GOOD             BOR
 HM0390
 HM0390                          STATION DESCRIPTION
 HM0390
 HM0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0390'18.9 KM (11.75 MI) WEST FROM DURANGO.
 HM0390'18.9 KM (11.75 MI) WESTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION
 HM0390'WITH U.S. HIGHWAY 550 IN DURANGO, 1.9 KM (1.2 MI) NORTHWEST OF THE
 HM0390'INTERSECTION OF STATE HIGHWAY 140, 0.2 KM (0.1 MI) NORTHWEST OF THE
 HM0390'DURANGO SKI AREA, 27.1 METERS (88.9 FT) SOUTHWEST OF THE CENTERLINE OF
 HM0390'THE HIGHWAY, AND 4.5 METERS (14.8 FT) SOUTHEAST OF THE CENTER OF A
 HM0390'DRIVEWAY LEADING SOUTHWEST TO A FARM HOUSE.  NOTE=ACCESS TO THE DATUM
 HM0390'POINT IS THROUGH A 5-INCH LOGO CAP.
 HM0390'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 HM0390'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 HM0390
 HM0390                          STATION RECOVERY (2004)
 HM0390
 HM0390'RECOVERY NOTE BY US BUREAU OF RECLAMATION 2004 (BB)
 HM0390'RECOVERED AS DESCRIBED, RTK POSITION OF THIS STATION IS N
 HM0390'37-18-03.84340 LATITUDE AND W 108-03-23.80832 LONGITUDE BASED FROM Z
 HM0390'398.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0356 ***********************************************************************
 HL0356  DESIGNATION -  A 404
 HL0356  PID         -  HL0356
 HL0356  STATE/COUNTY-  CO/LA PLATA
 HL0356  USGS QUAD   -  LOMA LINDA (1968)
 HL0356
 HL0356                         *CURRENT SURVEY CONTROL
 HL0356  ___________________________________________________________________
 HL0356* NAD 83(1986)-  37 14 50.     (N)    107 52 25.     (W)     SCALED    
 HL0356* NAVD 88     -      1975.456  (meters)    6481.14   (feet)  ADJUSTED  
 HL0356  ___________________________________________________________________
 HL0356  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 HL0356  DYNAMIC HT  -        1972.895 (meters)    6472.74  (feet)  COMP
 HL0356  MODELED GRAV-     979,265.1   (mgal)                       NAVD 88
 HL0356
 HL0356  VERT ORDER  -  FIRST     CLASS II
 HL0356
 HL0356.The horizontal coordinates were scaled from a topographic map and have
 HL0356.an estimated accuracy of +/- 6 seconds.
 HL0356
 HL0356.The orthometric height was determined by differential leveling
 HL0356.and adjusted by the National Geodetic Survey in June 1991..
 HL0356
 HL0356.The geoid height was determined by GEOID03.
 HL0356
 HL0356.The dynamic height is computed by dividing the NAVD 88
 HL0356.geopotential number by the normal gravity value computed on the
 HL0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0356.degrees latitude (g = 980.6199 gals.).
 HL0356
 HL0356.The modeled gravity was interpolated from observed gravity values.
 HL0356
 HL0356;                    North         East    Units  Estimated Accuracy
 HL0356;SPC CO S     -   371,910.      703,830.      MT  (+/- 180 meters Scaled)
 HL0356
 HL0356                          SUPERSEDED SURVEY CONTROL
 HL0356
 HL0356.No superseded survey control is available for this station.
 HL0356
 HL0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB451261(NAD 83)
 HL0356_MARKER: I = METAL ROD
 HL0356_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HL0356+WITH SETTING: INFORMATION.
 HL0356_SP_SET: METAL ROD DRIVEN INTO GROUND
 HL0356_STAMPING: A 404 1984
 HL0356_MARK LOGO: NGS   
 HL0356_PROJECTION: FLUSH
 HL0356_MAGNETIC: I = MARKER IS A STEEL ROD
 HL0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0356_ROD/PIPE-DEPTH: 1.2  meters
 HL0356
 HL0356  HISTORY     - Date     Condition        Report By
 HL0356  HISTORY     - 1984     MONUMENTED       NGS
 HL0356  HISTORY     - 19920421 GOOD             NGS
 HL0356
 HL0356                          STATION DESCRIPTION
 HL0356
 HL0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HL0356'2.7 KM (1.7 MI) SOUTH FROM DURANGO.
 HL0356'2.7 KM (1.7 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM ITS NORTH
 HL0356'JUNCTION WITH U.S. HIGHWAY 160 IN DURANGO, 179.0 METERS (587.3 FT)
 HL0356'NORTH OF THE CENTER OF AN ACCESS ROAD, 42.0 METERS (137.8 FT) EAST OF
 HL0356'THE CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, 35.8 METERS
 HL0356'(117.5 FT) SOUTH OF THE EAST END OF A 24-INCH METAL CULVERT,
 HL0356'12.0 METERS (39.4 FT) EAST OF THE CENTERLINE OF A FRONTAGE ROAD, AND
 HL0356'1.6 METERS (5.2 FT) SOUTH OF UTILITY POLE NUMBER 20.  NOTE=REFUSAL WAS
 HL0356'REACHED AT 3.9 FEET.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 HL0356'LOGO CAP.
 HL0356'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 HL0356'THE MARK IS ABOVE LEVEL WITH THE FRONTAGE ROAD.
 HL0356
 HL0356                          STATION RECOVERY (1992)
 HL0356
 HL0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HL0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0872 ***********************************************************************
 JK0872  DESIGNATION -  A 405
 JK0872  PID         -  JK0872
 JK0872  STATE/COUNTY-  CO/EL PASO
 JK0872  USGS QUAD   -  CHEYENNE MOUNTAIN (1994)
 JK0872
 JK0872                         *CURRENT SURVEY CONTROL
 JK0872  ___________________________________________________________________
 JK0872* NAD 83(1986)-  38 40 55.     (N)    104 45 22.     (W)     SCALED    
 JK0872* NAVD 88     -      1774.006  (meters)    5820.22   (feet)  ADJUSTED  
 JK0872  ___________________________________________________________________
 JK0872  GEOID HEIGHT-         -17.74  (meters)                     GEOID03
 JK0872  DYNAMIC HT  -        1772.114 (meters)    5814.01  (feet)  COMP
 JK0872  MODELED GRAV-     979,498.5   (mgal)                       NAVD 88
 JK0872
 JK0872  VERT ORDER  -  FIRST     CLASS II
 JK0872
 JK0872.The horizontal coordinates were scaled from a topographic map and have
 JK0872.an estimated accuracy of +/- 6 seconds.
 JK0872
 JK0872.The orthometric height was determined by differential leveling
 JK0872.and adjusted by the National Geodetic Survey in June 1991..
 JK0872
 JK0872.The geoid height was determined by GEOID03.
 JK0872
 JK0872.The dynamic height is computed by dividing the NAVD 88
 JK0872.geopotential number by the normal gravity value computed on the
 JK0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0872.degrees latitude (g = 980.6199 gals.).
 JK0872
 JK0872.The modeled gravity was interpolated from observed gravity values.
 JK0872
 JK0872;                    North         East    Units  Estimated Accuracy
 JK0872;SPC CO C     -   399,270.      979,130.      MT  (+/- 180 meters Scaled)
 JK0872
 JK0872                          SUPERSEDED SURVEY CONTROL
 JK0872
 JK0872  NGVD 29 (??/??/??) 1773.016  (m)         5816.97   (f) ADJUSTED    1 2
 JK0872
 JK0872.Superseded values are not recommended for survey control.
 JK0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0872.See file dsdata.txt to determine how the superseded data were derived.
 JK0872
 JK0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC212815(NAD 83)
 JK0872_MARKER: I = METAL ROD
 JK0872_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK0872_SP_SET: STAINLESS STEEL ROD
 JK0872_STAMPING: A 405 1984
 JK0872_MARK LOGO: NGS   
 JK0872_PROJECTION: FLUSH
 JK0872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0872_ROD/PIPE-DEPTH: 3.7  meters
 JK0872
 JK0872  HISTORY     - Date     Condition        Report By
 JK0872  HISTORY     - 1984     MONUMENTED       NGS
 JK0872
 JK0872                          STATION DESCRIPTION
 JK0872
 JK0872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0872'1.8 KM (1.1 MI) SE FROM FORT CARSON.
 JK0872'1.8 KM (1.1 MI) SOUTHEASTERLY ALONG WILDERNESS ROAD (ROUTE 2) FROM ITS
 JK0872'JUNCTION WITH BUTTS ROAD (ROUTE 5) IN FORT CARSON (MILITARY
 JK0872'RESERVATION), 17.4 METERS (57.1 FT) SOUTHWEST OF THE CENTER OF THE
 JK0872'ROAD, AND 12.7 METERS (41.7 FT) NORTHWEST OF THE CENTER OF A GRAVELED
 JK0872'ROAD LEADING TO A TVOR TRANSMITTER BUILDING.  NOTE=ACCESS TO THE DATUM
 JK0872'POINT IS THROUGH A 5-INCH LOGO CAP.
 JK0872'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 JK0872'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1397 ***********************************************************************
 KK1397  DESIGNATION -  A 406
 KK1397  PID         -  KK1397
 KK1397  STATE/COUNTY-  CO/DENVER
 KK1397  USGS QUAD   -  FORT LOGAN (1994)
 KK1397
 KK1397                         *CURRENT SURVEY CONTROL
 KK1397  ___________________________________________________________________
 KK1397* NAD 83(1986)-  39 43 32.     (N)    105 00 21.     (W)     SCALED    
 KK1397* NAVD 88     -      1593.177  (meters)    5226.95   (feet)  ADJUSTED  
 KK1397  ___________________________________________________________________
 KK1397  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 KK1397  DYNAMIC HT  -        1591.640 (meters)    5221.91  (feet)  COMP
 KK1397  MODELED GRAV-     979,606.2   (mgal)                       NAVD 88
 KK1397
 KK1397  VERT ORDER  -  FIRST     CLASS II
 KK1397
 KK1397.The horizontal coordinates were scaled from a topographic map and have
 KK1397.an estimated accuracy of +/- 6 seconds.
 KK1397
 KK1397.The orthometric height was determined by differential leveling
 KK1397.and adjusted by the National Geodetic Survey in June 1991..
 KK1397
 KK1397.The geoid height was determined by GEOID03.
 KK1397
 KK1397.The dynamic height is computed by dividing the NAVD 88
 KK1397.geopotential number by the normal gravity value computed on the
 KK1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1397.degrees latitude (g = 980.6199 gals.).
 KK1397
 KK1397.The modeled gravity was interpolated from observed gravity values.
 KK1397
 KK1397;                    North         East    Units  Estimated Accuracy
 KK1397;SPC CO C     -   514,970.      956,770.      MT  (+/- 180 meters Scaled)
 KK1397
 KK1397                          SUPERSEDED SURVEY CONTROL
 KK1397
 KK1397  NGVD 29 (??/??/??) 1592.258  (m)         5223.93   (f) ADJUSTED    1 2
 KK1397
 KK1397.Superseded values are not recommended for survey control.
 KK1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1397.See file dsdata.txt to determine how the superseded data were derived.
 KK1397
 KK1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD995972(NAD 83)
 KK1397_MARKER: DB = BENCH MARK DISK
 KK1397_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KK1397_SP_SET: PIER
 KK1397_STAMPING: A 406 1984
 KK1397_MARK LOGO: NGS   
 KK1397_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1397+STABILITY: POSITION/ELEVATION WELL
 KK1397
 KK1397  HISTORY     - Date     Condition        Report By
 KK1397  HISTORY     - 1984     MONUMENTED       NGS
 KK1397
 KK1397                          STATION DESCRIPTION
 KK1397
 KK1397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1397'IN DENVER.
 KK1397'IN DENVER, AT THE INTERSECTION OF U.S. HIGHWAY 6 (6TH AVENUE) AND
 KK1397'SEMINOLE ROAD, SET VERTICALLY IN THE SOUTH FACE OF THE MOST SOUTHERLY
 KK1397'1 OF 5 COLUMNS OF THE FIRST PIER EAST OF SEMINOLE ROAD OF THE HIGHWAY
 KK1397'OVERPASS OVER THE ROAD, AND 11.3 METERS (37.1 FT) EAST OF THE
 KK1397'CENTERLINE OF THE ROAD.
 KK1397'THE MARK IS 1.2 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1513 ***********************************************************************
 KK1513  DESIGNATION -  A 407
 KK1513  PID         -  KK1513
 KK1513  STATE/COUNTY-  CO/ARAPAHOE
 KK1513  USGS QUAD   -  FITZSIMONS (1994)
 KK1513
 KK1513                         *CURRENT SURVEY CONTROL
 KK1513  ___________________________________________________________________
 KK1513* NAD 83(1986)-  39 43 26.     (N)    104 48 37.     (W)     SCALED    
 KK1513* NAVD 88     -      1657.820  (meters)    5439.03   (feet)  ADJUSTED  
 KK1513  ___________________________________________________________________
 KK1513  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 KK1513  DYNAMIC HT  -        1656.227 (meters)    5433.80  (feet)  COMP
 KK1513  MODELED GRAV-     979,607.4   (mgal)                       NAVD 88
 KK1513
 KK1513  VERT ORDER  -  FIRST     CLASS II
 KK1513
 KK1513.The horizontal coordinates were scaled from a topographic map and have
 KK1513.an estimated accuracy of +/- 6 seconds.
 KK1513
 KK1513.The orthometric height was determined by differential leveling
 KK1513.and adjusted by the National Geodetic Survey in June 1991..
 KK1513
 KK1513.Photographs are available for this station.
 KK1513
 KK1513.The geoid height was determined by GEOID03.
 KK1513
 KK1513.The dynamic height is computed by dividing the NAVD 88
 KK1513.geopotential number by the normal gravity value computed on the
 KK1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1513.degrees latitude (g = 980.6199 gals.).
 KK1513
 KK1513.The modeled gravity was interpolated from observed gravity values.
 KK1513
 KK1513;                    North         East    Units  Estimated Accuracy
 KK1513;SPC CO C     -   514,900.      973,540.      MT  (+/- 180 meters Scaled)
 KK1513
 KK1513                          SUPERSEDED SURVEY CONTROL
 KK1513
 KK1513  NGVD 29 (??/??/??) 1656.921  (m)         5436.08   (f) ADJUSTED    1 2
 KK1513
 KK1513.Superseded values are not recommended for survey control.
 KK1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1513.See file dsdata.txt to determine how the superseded data were derived.
 KK1513
 KK1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED162971(NAD 83)
 KK1513_MARKER: F = FLANGE-ENCASED ROD
 KK1513_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1513_SP_SET: STAINLESS STEEL ROD
 KK1513_STAMPING: A 407 1984
 KK1513_MARK LOGO: NGS   
 KK1513_PROJECTION: FLUSH
 KK1513_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1513_ROD/PIPE-DEPTH: 10.7 meters
 KK1513
 KK1513  HISTORY     - Date     Condition        Report By
 KK1513  HISTORY     - 1984     MONUMENTED       NGS
 KK1513  HISTORY     - 2002     GOOD             ZYLSTR
 KK1513
 KK1513                          STATION DESCRIPTION
 KK1513
 KK1513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1513'IN AURORA.
 KK1513'IN AURORA, AT THE INTERSECTION OF EAST 6TH AVENUE AND CHAMBERS ROAD,
 KK1513'162.0 METERS (531.5 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND
 KK1513'LANES OF THE AVENUE, 67.6 METERS (221.8 FT) SOUTH OF THE CENTER OF THE
 KK1513'NORTH ENTANCE TO THE CHAMBERS VILLAGE EAST SHOPPING CENTER,
 KK1513'24.3 METERS (79.7 FT) NORTH OF THE CENTER OF THE SOUTH ENTRANCE TO THE
 KK1513'SHOPPING CENTER, 17.1 METERS (56.1 FT) NORTH OF A STEEL STREET LIGHT
 KK1513'POLE, 8.2 METERS (26.9 FT) WEST OF THE CENTER OF THE SOUTH BOUND LANES
 KK1513'OF THE ROAD, AND 0.7 METER (2.3 FT) NORTH OF A UTILITY POLE.
 KK1513'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1513'THE MARK IS 0.3 M ABOVE THE ROAD.
 KK1513
 KK1513                          STATION RECOVERY (2002)
 KK1513
 KK1513'RECOVERY NOTE BY ZYLSTRA-BAKER SURVEYING INCORPORATED 2002 (LDV)
 KK1513'RECOVERED AS DESCRIBED.
 KK1513' 
 KK1513'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1499 ***********************************************************************
 KK1499  DESIGNATION -  A 408
 KK1499  PID         -  KK1499
 KK1499  STATE/COUNTY-  CO/DENVER
 KK1499  USGS QUAD   -  ENGLEWOOD (1997)
 KK1499
 KK1499                         *CURRENT SURVEY CONTROL
 KK1499  ___________________________________________________________________
 KK1499* NAD 83(1986)-  39 39 10.     (N)    104 53 17.     (W)     SCALED    
 KK1499* NAVD 88     -      1695.381  (meters)    5562.26   (feet)  ADJUSTED  
 KK1499  ___________________________________________________________________
 KK1499  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 KK1499  DYNAMIC HT  -        1693.723 (meters)    5556.82  (feet)  COMP
 KK1499  MODELED GRAV-     979,588.9   (mgal)                       NAVD 88
 KK1499
 KK1499  VERT ORDER  -  FIRST     CLASS II
 KK1499
 KK1499.The horizontal coordinates were scaled from a topographic map and have
 KK1499.an estimated accuracy of +/- 6 seconds.
 KK1499
 KK1499.The orthometric height was determined by differential leveling
 KK1499.and adjusted by the National Geodetic Survey in June 1991..
 KK1499
 KK1499.The geoid height was determined by GEOID03.
 KK1499
 KK1499.The dynamic height is computed by dividing the NAVD 88
 KK1499.geopotential number by the normal gravity value computed on the
 KK1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1499.degrees latitude (g = 980.6199 gals.).
 KK1499
 KK1499.The modeled gravity was interpolated from observed gravity values.
 KK1499
 KK1499;                    North         East    Units  Estimated Accuracy
 KK1499;SPC CO C     -   506,960.      966,920.      MT  (+/- 180 meters Scaled)
 KK1499
 KK1499                          SUPERSEDED SURVEY CONTROL
 KK1499
 KK1499  NGVD 29 (??/??/??) 1694.459  (m)         5559.24   (f) ADJUSTED    1 2
 KK1499
 KK1499.Superseded values are not recommended for survey control.
 KK1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1499.See file dsdata.txt to determine how the superseded data were derived.
 KK1499
 KK1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED096892(NAD 83)
 KK1499_MARKER: I = METAL ROD
 KK1499_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1499_SP_SET: STAINLESS STEEL ROD
 KK1499_STAMPING: A 408 1984
 KK1499_MARK LOGO: NGS   
 KK1499_PROJECTION: FLUSH
 KK1499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1499+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2006
 KK1499_ROD/PIPE-DEPTH: 4.3  meters
 KK1499
 KK1499  HISTORY     - Date     Condition        Report By
 KK1499  HISTORY     - 1984     MONUMENTED       NGS
 KK1499  HISTORY     - 20060806 GOOD             USPSQD
 KK1499
 KK1499                          STATION DESCRIPTION
 KK1499
 KK1499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1499'IN DENVER.
 KK1499'IN DENVER, AT THE INTERSECTION OF HAMPDEN AVENUE AND WILLOW STREET,
 KK1499'37.2 METERS (122.0 FT) WEST OF THE CENTER OF THE ENTRANCE TO HAMPDEN
 KK1499'MEMORIAL GARDEN CEMETERY, 9.7 METERS (31.8 FT) SOUTH OF THE CENTER OF
 KK1499'THE EAST BOUND LANES OF THE AVENUE, 6.0 METERS (19.7 FT) EAST OF THE
 KK1499'EXTENDED CENTER OF THE SOUTH LANE OF THE STREET, 1.4 METERS (4.6 FT)
 KK1499'NORTH OF THE CENTER OF A HEDGE ROW, AND 0.8 METER (2.6 FT) WEST OF A
 KK1499'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 KK1499'CAP.
 KK1499'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 KK1499
 KK1499                          STATION RECOVERY (2006)
 KK1499
 KK1499'RECOVERY NOTE BY US POWER SQUADRON 2006 (PDF)
 KK1499'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1037 ***********************************************************************
 LL1037  DESIGNATION -  A 409
 LL1037  PID         -  LL1037
 LL1037  STATE/COUNTY-  CO/LARIMER
 LL1037  USGS QUAD   -  LOVELAND (1984)
 LL1037
 LL1037                         *CURRENT SURVEY CONTROL
 LL1037  ___________________________________________________________________
 LL1037* NAD 83(1986)-  40 29 31.     (N)    105 04 38.     (W)     SCALED    
 LL1037* NAVD 88     -      1536.021  (meters)    5039.43   (feet)  ADJUSTED  
 LL1037  ___________________________________________________________________
 LL1037  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 LL1037  DYNAMIC HT  -        1534.711 (meters)    5035.13  (feet)  COMP
 LL1037  MODELED GRAV-     979,718.6   (mgal)                       NAVD 88
 LL1037
 LL1037  VERT ORDER  -  FIRST     CLASS II
 LL1037
 LL1037.The horizontal coordinates were scaled from a topographic map and have
 LL1037.an estimated accuracy of +/- 6 seconds.
 LL1037
 LL1037.The orthometric height was determined by differential leveling
 LL1037.and adjusted by the National Geodetic Survey in June 1991..
 LL1037
 LL1037.The geoid height was determined by GEOID03.
 LL1037
 LL1037.The dynamic height is computed by dividing the NAVD 88
 LL1037.geopotential number by the normal gravity value computed on the
 LL1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1037.degrees latitude (g = 980.6199 gals.).
 LL1037
 LL1037.The modeled gravity was interpolated from observed gravity values.
 LL1037
 LL1037;                    North         East    Units  Estimated Accuracy
 LL1037;SPC CO N     -   433,530.      950,240.      MT  (+/- 180 meters Scaled)
 LL1037
 LL1037                          SUPERSEDED SURVEY CONTROL
 LL1037
 LL1037  NGVD 29 (??/??/??) 1535.155  (m)         5036.59   (f) ADJUSTED    1 2
 LL1037
 LL1037.Superseded values are not recommended for survey control.
 LL1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1037.See file dsdata.txt to determine how the superseded data were derived.
 LL1037
 LL1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE934823(NAD 83)
 LL1037_MARKER: I = METAL ROD
 LL1037_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1037_SP_SET: STAINLESS STEEL ROD
 LL1037_STAMPING: A 409
 LL1037_MARK LOGO: NGS   
 LL1037_PROJECTION: FLUSH
 LL1037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1037_ROD/PIPE-DEPTH: 4.6  meters
 LL1037
 LL1037  HISTORY     - Date     Condition        Report By
 LL1037  HISTORY     - 1984     MONUMENTED       NGS
 LL1037
 LL1037                          STATION DESCRIPTION
 LL1037
 LL1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1037'9.5 KM (5.9 MI) NORTH FROM LOVELAND.
 LL1037'9.5 KM (5.9 FT) NORTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 LL1037'WITH U.S. HIGHWAY 34 IN LOVELAND OR 10.9 KM (6.75 MI) SOUTHERLY ALONG
 LL1037'U.S. HIGHWAY 287 FROM ITS JUNCTION WITH STATE HIGHWAY 14 IN FORT
 LL1037'COLLINS, 13.3 METERS (43.6 FT) EAST OF THE CENTERLINE OF THE NORTH
 LL1037'BOUND LANES OF THE HIGHWAY, 4.0 METERS (13.1 FT) EAST OF A FENCE
 LL1037'CORNER, AND 3.8 METERS (12.5 FT) NORTH OF THE CENTER OF A PRIVATE
 LL1037'DRIVE LEADING EAST.  NOTE--MARK IS ON PROPERTY OWNED BY MR. PITNER.
 LL1037'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LL1037'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 LL1037'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1494 ***********************************************************************
 KK1494  DESIGNATION -  A 410
 KK1494  PID         -  KK1494
 KK1494  STATE/COUNTY-  CO/DENVER
 KK1494  USGS QUAD   -  ENGLEWOOD (1997)
 KK1494
 KK1494                         *CURRENT SURVEY CONTROL
 KK1494  ___________________________________________________________________
 KK1494* NAD 83(1986)-  39 39 23.     (N)    104 54 46.     (W)     SCALED    
 KK1494* NAVD 88     -      1688.429  (meters)    5539.45   (feet)  ADJUSTED  
 KK1494  ___________________________________________________________________
 KK1494  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 KK1494  DYNAMIC HT  -        1686.775 (meters)    5534.03  (feet)  COMP
 KK1494  MODELED GRAV-     979,587.9   (mgal)                       NAVD 88
 KK1494
 KK1494  VERT ORDER  -  FIRST     CLASS II
 KK1494
 KK1494.The horizontal coordinates were scaled from a topographic map and have
 KK1494.an estimated accuracy of +/- 6 seconds.
 KK1494
 KK1494.The orthometric height was determined by differential leveling
 KK1494.and adjusted by the National Geodetic Survey in June 1991..
 KK1494
 KK1494.The geoid height was determined by GEOID03.
 KK1494
 KK1494.The dynamic height is computed by dividing the NAVD 88
 KK1494.geopotential number by the normal gravity value computed on the
 KK1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1494.degrees latitude (g = 980.6199 gals.).
 KK1494
 KK1494.The modeled gravity was interpolated from observed gravity values.
 KK1494
 KK1494;                    North         East    Units  Estimated Accuracy
 KK1494;SPC CO C     -   507,340.      964,800.      MT  (+/- 180 meters Scaled)
 KK1494
 KK1494                          SUPERSEDED SURVEY CONTROL
 KK1494
 KK1494  NGVD 29 (??/??/??) 1687.503  (m)         5536.42   (f) ADJUSTED    1 2
 KK1494
 KK1494.Superseded values are not recommended for survey control.
 KK1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1494.See file dsdata.txt to determine how the superseded data were derived.
 KK1494
 KK1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED074896(NAD 83)
 KK1494_MARKER: I = METAL ROD
 KK1494_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1494_SP_SET: STAINLESS STEEL ROD
 KK1494_STAMPING: A 410 1984
 KK1494_MARK LOGO: NGS   
 KK1494_PROJECTION: FLUSH
 KK1494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1494_ROD/PIPE-DEPTH: 4.9  meters
 KK1494
 KK1494  HISTORY     - Date     Condition        Report By
 KK1494  HISTORY     - 1984     MONUMENTED       NGS
 KK1494
 KK1494                          STATION DESCRIPTION
 KK1494
 KK1494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1494'IN DENVER.
 KK1494'IN DENVER, AT THE INTERSECTION OF SOUTH MONACO STREET PARKWAY AND
 KK1494'FLOYD AVENUE, 15.2 METERS (49.9 FT) EAST OF THE CENTERLINE OF THE
 KK1494'NORTH BOUND LANES OF THE PARKWAY, 8.0 METERS (26.2 FT) SOUTH OF THE
 KK1494'CENTER OF FLOYD AVENUE, AND 0.2 METER (0.7 FT) SOUTH OF A FENCE
 KK1494'CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1494'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 KK1494'THE MARK IS 0.3 M ABOVE THE PARKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1080 ***********************************************************************
 LL1080  DESIGNATION -  A 411
 LL1080  PID         -  LL1080
 LL1080  STATE/COUNTY-  CO/BOULDER
 LL1080  USGS QUAD   -  LYONS (1978)
 LL1080
 LL1080                         *CURRENT SURVEY CONTROL
 LL1080  ___________________________________________________________________
 LL1080* NAD 83(1986)-  40 13 10.     (N)    105 15 39.     (W)     SCALED    
 LL1080* NAVD 88     -      1618.270  (meters)    5309.27   (feet)  ADJUSTED  
 LL1080  ___________________________________________________________________
 LL1080  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 LL1080  DYNAMIC HT  -        1616.773 (meters)    5304.36  (feet)  COMP
 LL1080  MODELED GRAV-     979,644.5   (mgal)                       NAVD 88
 LL1080
 LL1080  VERT ORDER  -  FIRST     CLASS II
 LL1080
 LL1080.The horizontal coordinates were scaled from a topographic map and have
 LL1080.an estimated accuracy of +/- 6 seconds.
 LL1080
 LL1080.The orthometric height was determined by differential leveling
 LL1080.and adjusted by the National Geodetic Survey in June 1991..
 LL1080
 LL1080.The geoid height was determined by GEOID03.
 LL1080
 LL1080.The dynamic height is computed by dividing the NAVD 88
 LL1080.geopotential number by the normal gravity value computed on the
 LL1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1080.degrees latitude (g = 980.6199 gals.).
 LL1080
 LL1080.The modeled gravity was interpolated from observed gravity values.
 LL1080
 LL1080;                    North         East    Units  Estimated Accuracy
 LL1080;SPC CO N     -   403,210.      934,760.      MT  (+/- 180 meters Scaled)
 LL1080
 LL1080                          SUPERSEDED SURVEY CONTROL
 LL1080
 LL1080  NGVD 29 (??/??/??) 1617.339  (m)         5306.22   (f) ADJUSTED    1 2
 LL1080
 LL1080.Superseded values are not recommended for survey control.
 LL1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1080.See file dsdata.txt to determine how the superseded data were derived.
 LL1080
 LL1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE778521(NAD 83)
 LL1080_MARKER: DB = BENCH MARK DISK
 LL1080_SETTING: 66 = SET IN ROCK OUTCROP
 LL1080_SP_SET: ROCK OUTCROP
 LL1080_STAMPING: A 411 1984
 LL1080_MARK LOGO: NGS   
 LL1080_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL1080+STABILITY: POSITION/ELEVATION WELL
 LL1080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1080+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 LL1080
 LL1080  HISTORY     - Date     Condition        Report By
 LL1080  HISTORY     - 1984     MONUMENTED       NGS
 LL1080  HISTORY     - 20050809 GOOD             USPSQD
 LL1080
 LL1080                          STATION DESCRIPTION
 LL1080
 LL1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1080'14.0 KM (8.7 MI) WEST FROM LONGMONT.
 LL1080'14.0 KM (8.7 MI) WESTERLY ALONG STATE HIGHWAY 66 FROM ITS JUNCTION
 LL1080'WITH U.S. HIGHWAY 287 IN LONGMONT, SET VERTICALLY IN THE SOUTHWEST
 LL1080'FACE OF A 75- BY 350-FOOT AREA OF BEDROCK IN A HIGHWAY CUT, 1.3 KM
 LL1080'(0.8 MI) NORTHWEST OF THE INTERSECTION OF U.S. HIGHWAY 36, 19.0 METERS
 LL1080'(62.3 FT) NORTHWEST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF
 LL1080'THE HIGHWAY, AND 11.3 METERS (37.1 FT) NORTHEAST OF THE NORTHEAST
 LL1080'CORNER OF A SMALL BRIDGE SPANNING SAINT VRAIN CREEK.
 LL1080'THE MARK IS 1.3 METERS  NE FROM A WITNESS POST.
 LL1080'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 LL1080
 LL1080                          STATION RECOVERY (2005)
 LL1080
 LL1080'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 LL1080'FOUND AS DESCRIBED.  VERY EASY TO SEE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2129 ***********************************************************************
 KK2129  DESIGNATION -  A 412 RESET
 KK2129  PID         -  KK2129
 KK2129  STATE/COUNTY-  CO/JEFFERSON
 KK2129  USGS QUAD   -  LAFAYETTE (1994)
 KK2129
 KK2129                         *CURRENT SURVEY CONTROL
 KK2129  ___________________________________________________________________
 KK2129* NAD 83(1986)-  39 53 54.     (N)    105 05 45.     (W)     SCALED    
 KK2129* NAVD 88     -      1674.89   (meters)    5495.0    (feet)  RESET     
 KK2129  ___________________________________________________________________
 KK2129  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 KK2129
 KK2129  VERT ORDER  -  THIRD
 KK2129
 KK2129.The horizontal coordinates were scaled from a topographic map and have
 KK2129.an estimated accuracy of +/- 6 seconds.
 KK2129
 KK2129.The orthometric height was computed from unverified reset data.
 KK2129.No vertical observational check was made to the station.
 KK2129
 KK2129.The geoid height was determined by GEOID03.
 KK2129
 KK2129;                    North         East    Units  Estimated Accuracy
 KK2129;SPC CO C     -   534,120.      948,970.      MT  (+/- 180 meters Scaled)
 KK2129
 KK2129                          SUPERSEDED SURVEY CONTROL
 KK2129
 KK2129  NGVD 29 (03/28/06) 1673.96   (m)         5492.0    (f) RESET       3  
 KK2129
 KK2129.Superseded values are not recommended for survey control.
 KK2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2129.See file dsdata.txt to determine how the superseded data were derived.
 KK2129
 KK2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE918164(NAD 83)
 KK2129_MARKER: I = METAL ROD
 KK2129_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK2129_SP_SET: STAINLESS STEEL ROD
 KK2129_STAMPING: A 412 RESET 1986
 KK2129_MARK LOGO: NGS   
 KK2129_PROJECTION: FLUSH
 KK2129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK2129_ROD/PIPE-DEPTH: 2.99 meters
 KK2129
 KK2129  HISTORY     - Date     Condition        Report By
 KK2129  HISTORY     - 1986     MONUMENTED       NGS
 KK2129
 KK2129                          STATION DESCRIPTION
 KK2129
 KK2129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 KK2129'2.6 KM (1.60 MI) SOUTH FROM BROOMFIELD.
 KK2129'2.6 KM (1.60 MI) SOUTHERLY ALONG STATE HIGHWAY 121 FROM ITS JUNCTION
 KK2129'WITH U.S. HIGHWAY 287 IN BROOMFIELD, 0.6 KM (0.35 MI) NORTH OF WEST
 KK2129'108TH AVENUE, 22.9 M (75.1 FT) EAST OF THE CENTERLINE OF THE
 KK2129'NORTHBOUND LANE OF STATE HIGHWAY 121, 9.4 M (30.8 FT) WEST-NORTHWEST
 KK2129'OF A POWERPOLE AT A FENCE CORNER, 9.1 M (29.9 FT) WEST OF A
 KK2129'RIGHT-OF-WAY FENCE, 2.7 M (8.9 FT) WEST OF A DITCH, 0.6 M (2.0 FT)
 KK2129'NORTH OF A WITNESS POST, 0.6 M (2.0 FT) SOUTH OF A WITNESS POST, AND
 KK2129'10.7 M (35.1 FT) NORTH OF THE OLD BM A 412. NOTE--ACCESS TO DATUM
 KK2129'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KK2129'THE MARK IS 1.6 FT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1425 ***********************************************************************
 KK1425  DESIGNATION -  A 413
 KK1425  PID         -  KK1425
 KK1425  STATE/COUNTY-  CO/ADAMS
 KK1425  USGS QUAD   -  LAFAYETTE (1994)
 KK1425
 KK1425                         *CURRENT SURVEY CONTROL
 KK1425  ___________________________________________________________________
 KK1425* NAD 83(1986)-  39 54 52.     (N)    105 02 39.     (W)     SCALED    
 KK1425* NAVD 88     -      1605.495  (meters)    5267.36   (feet)  ADJUSTED  
 KK1425  ___________________________________________________________________
 KK1425  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 KK1425  DYNAMIC HT  -        1603.974 (meters)    5262.37  (feet)  COMP
 KK1425  MODELED GRAV-     979,622.7   (mgal)                       NAVD 88
 KK1425
 KK1425  VERT ORDER  -  FIRST     CLASS II
 KK1425
 KK1425.The horizontal coordinates were scaled from a topographic map and have
 KK1425.an estimated accuracy of +/- 6 seconds.
 KK1425
 KK1425.The orthometric height was determined by differential leveling
 KK1425.and adjusted by the National Geodetic Survey in June 1991..
 KK1425
 KK1425.The geoid height was determined by GEOID03.
 KK1425
 KK1425.The dynamic height is computed by dividing the NAVD 88
 KK1425.geopotential number by the normal gravity value computed on the
 KK1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1425.degrees latitude (g = 980.6199 gals.).
 KK1425
 KK1425.The modeled gravity was interpolated from observed gravity values.
 KK1425
 KK1425;                    North         East    Units  Estimated Accuracy
 KK1425;SPC CO N     -   369,420.      953,380.      MT  (+/- 180 meters Scaled)
 KK1425
 KK1425                          SUPERSEDED SURVEY CONTROL
 KK1425
 KK1425  NGVD 29 (??/??/??) 1604.575  (m)         5264.34   (f) ADJUSTED    1 2
 KK1425
 KK1425.Superseded values are not recommended for survey control.
 KK1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1425.See file dsdata.txt to determine how the superseded data were derived.
 KK1425
 KK1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE962182(NAD 83)
 KK1425_MARKER: I = METAL ROD
 KK1425_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1425_SP_SET: STAINLESS STEEL ROD
 KK1425_STAMPING: A 413 1984
 KK1425_MARK LOGO: NGS   
 KK1425_PROJECTION: FLUSH
 KK1425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1425_ROD/PIPE-DEPTH: 8.8  meters
 KK1425
 KK1425  HISTORY     - Date     Condition        Report By
 KK1425  HISTORY     - 1984     MONUMENTED       NGS
 KK1425
 KK1425                          STATION DESCRIPTION
 KK1425
 KK1425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1425'4.1 KM (2.55 MI) EAST FROM BROOMFIELD.
 KK1425'4.1 KM (2.55 MI) EASTERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 KK1425'WITH STATE HIGHWAY 121 IN BROOMFIELD, 0.5 KM (0.3 MI) WEST OF NORTH
 KK1425'PERRY STREET, 65.2 METERS (214.0 FT) WEST OF THE CENTER OF A DRIVEWAY
 KK1425'LEADING NORTH, 12.6 METERS (41.3 FT) NORTH OF THE CENTERLINE OF THE
 KK1425'WEST BOUND LANES OF THE HIGHWAY (WEST 120TH AVENUE).  NOTE=ACCESS TO
 KK1425'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1425'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 KK1425'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1145 ***********************************************************************
 LL1145  DESIGNATION -  A 414
 LL1145  PID         -  LL1145
 LL1145  STATE/COUNTY-  CO/WELD
 LL1145  USGS QUAD   -  GREELEY (1980)
 LL1145
 LL1145                         *CURRENT SURVEY CONTROL
 LL1145  ___________________________________________________________________
 LL1145* NAD 83(1986)-  40 23 33.     (N)    104 40 40.     (W)     SCALED    
 LL1145* NAVD 88     -      1424.207  (meters)    4672.59   (feet)  ADJUSTED  
 LL1145  ___________________________________________________________________
 LL1145  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 LL1145  DYNAMIC HT  -        1422.988 (meters)    4668.59  (feet)  COMP
 LL1145  MODELED GRAV-     979,720.4   (mgal)                       NAVD 88
 LL1145
 LL1145  VERT ORDER  -  FIRST     CLASS II
 LL1145
 LL1145.The horizontal coordinates were scaled from a topographic map and have
 LL1145.an estimated accuracy of +/- 6 seconds.
 LL1145
 LL1145.The orthometric height was determined by differential leveling
 LL1145.and adjusted by the National Geodetic Survey in June 1991..
 LL1145
 LL1145.The geoid height was determined by GEOID03.
 LL1145
 LL1145.The dynamic height is computed by dividing the NAVD 88
 LL1145.geopotential number by the normal gravity value computed on the
 LL1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1145.degrees latitude (g = 980.6199 gals.).
 LL1145
 LL1145.The modeled gravity was interpolated from observed gravity values.
 LL1145
 LL1145;                    North         East    Units  Estimated Accuracy
 LL1145;SPC CO N     -   422,730.      984,210.      MT  (+/- 180 meters Scaled)
 LL1145
 LL1145                          SUPERSEDED SURVEY CONTROL
 LL1145
 LL1145.No superseded survey control is available for this station.
 LL1145
 LL1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE273713(NAD 83)
 LL1145_MARKER: DB = BENCH MARK DISK
 LL1145_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LL1145_SP_SET: PIER
 LL1145_STAMPING: A 414 1984
 LL1145_MARK LOGO: NGS   
 LL1145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1145
 LL1145  HISTORY     - Date     Condition        Report By
 LL1145  HISTORY     - 1984     MONUMENTED       NGS
 LL1145
 LL1145                          STATION DESCRIPTION
 LL1145
 LL1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1145'IN GREELEY.
 LL1145'IN GREELEY, AT THE INTERSECTION OF U.S. HIGHWAY 34 AND 1ST AVENUE,
 LL1145'SET VERTICALLY IN THE EAST FACE OF THE SOUTH ONE OF TWO PIERS OF THE
 LL1145'EAST BOUND HIGHWAY OVERPASS OF THE AVENUE, AND 10.6 M (34.8 FT) EAST
 LL1145'OF THE CENTERLINE OF THE AVENUE.
 LL1145'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0398 ***********************************************************************
 LN0398  DESIGNATION -  A 415
 LN0398  PID         -  LN0398
 LN0398  STATE/COUNTY-  CO/RIO BLANCO
 LN0398  USGS QUAD   -  MELLEN HILL (1962)
 LN0398
 LN0398                         *CURRENT SURVEY CONTROL
 LN0398  ___________________________________________________________________
 LN0398* NAD 83(1986)-  40 13 10.     (N)    109 00 01.     (W)     SCALED    
 LN0398* NAVD 88     -      1760.297  (meters)    5775.24   (feet)  ADJUSTED  
 LN0398  ___________________________________________________________________
 LN0398  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 LN0398  DYNAMIC HT  -        1758.689 (meters)    5769.97  (feet)  COMP
 LN0398  MODELED GRAV-     979,649.3   (mgal)                       NAVD 88
 LN0398
 LN0398  VERT ORDER  -  FIRST     CLASS II
 LN0398
 LN0398.The horizontal coordinates were scaled from a topographic map and have
 LN0398.an estimated accuracy of +/- 6 seconds.
 LN0398
 LN0398.The orthometric height was determined by differential leveling
 LN0398.and adjusted by the National Geodetic Survey in June 1991..
 LN0398
 LN0398.The geoid height was determined by GEOID03.
 LN0398
 LN0398.The dynamic height is computed by dividing the NAVD 88
 LN0398.geopotential number by the normal gravity value computed on the
 LN0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0398.degrees latitude (g = 980.6199 gals.).
 LN0398
 LN0398.The modeled gravity was interpolated from observed gravity values.
 LN0398
 LN0398;                    North         East    Units  Estimated Accuracy
 LN0398;SPC CO N     -   409,070.      616,550.      MT  (+/- 180 meters Scaled)
 LN0398
 LN0398                          SUPERSEDED SURVEY CONTROL
 LN0398
 LN0398.No superseded survey control is available for this station.
 LN0398
 LN0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK701540(NAD 83)
 LN0398_MARKER: DB = BENCH MARK DISK
 LN0398_SETTING: 66 = SET IN ROCK OUTCROP
 LN0398_SP_SET: ROCK OUTCROP
 LN0398_STAMPING: A 415 1984
 LN0398_MARK LOGO: NGS   
 LN0398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0398+STABILITY: POSITION/ELEVATION WELL
 LN0398
 LN0398  HISTORY     - Date     Condition        Report By
 LN0398  HISTORY     - 1984     MONUMENTED       NGS
 LN0398
 LN0398                          STATION DESCRIPTION
 LN0398
 LN0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0398'26.3 KM (16.35 MI) NW FROM RANGELY.
 LN0398'26.3 KM (16.35 MI) NORTHWESTERLY ALONG STATE HIGHWAY 64 FROM THE POST
 LN0398'OFFICE IN RANGELY, 0.3 KM (0.2 MI) SOUTH OF THE RIO BLANCO-MOFFAT
 LN0398'COUTNTY LINE, NEAR THE CENTER OF A 300 FOOT ROCK LEDGE, 114.0 M
 LN0398'(374.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 52.5 M (172.2 FT)
 LN0398'EAST OF A UTILITY POLE, AND 2.5 M (8.2 FT) NORTHWEST OF THE SOUTHEAST
 LN0398'EDGE OF THE LEDGE.
 LN0398'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LN0398'THE MARK IS 3.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0206 ***********************************************************************
 KM0206  DESIGNATION -  A 416
 KM0206  PID         -  KM0206
 KM0206  STATE/COUNTY-  CO/MESA
 KM0206  USGS QUAD   -  HIGHLINE LAKE (1968)
 KM0206
 KM0206                         *CURRENT SURVEY CONTROL
 KM0206  ___________________________________________________________________
 KM0206* NAD 83(1992)-  39 15 04.66215(N)    108 48 50.41862(W)     ADJUSTED  
 KM0206* NAVD 88     -      1420.367  (meters)    4659.99   (feet)  ADJUSTED  
 KM0206  ___________________________________________________________________
 KM0206  X           -  -1,595,331.600 (meters)                     COMP
 KM0206  Y           -  -4,682,503.663 (meters)                     COMP
 KM0206  Z           -   4,014,847.212 (meters)                     COMP
 KM0206  LAPLACE CORR-           3.37  (seconds)                    DEFLEC99
 KM0206  ELLIP HEIGHT-        1403.07  (meters)          (12/03/02) GPS OBS
 KM0206  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 KM0206  DYNAMIC HT  -        1419.012 (meters)    4655.54  (feet)  COMP
 KM0206  MODELED GRAV-     979,624.1   (mgal)                       NAVD 88
 KM0206
 KM0206  HORZ ORDER  -  FIRST
 KM0206  VERT ORDER  -  FIRST     CLASS II
 KM0206  ELLP ORDER  -  FOURTH    CLASS II
 KM0206
 KM0206.The horizontal coordinates were established by GPS observations
 KM0206.and adjusted by the National Geodetic Survey in August 1998..
 KM0206
 KM0206.The orthometric height was determined by differential leveling
 KM0206.and adjusted by the National Geodetic Survey in June 1991..
 KM0206
 KM0206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KM0206
 KM0206.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0206
 KM0206.The ellipsoidal height was determined by GPS observations
 KM0206.and is referenced to NAD 83.
 KM0206
 KM0206.The geoid height was determined by GEOID03.
 KM0206
 KM0206.The dynamic height is computed by dividing the NAVD 88
 KM0206.geopotential number by the normal gravity value computed on the
 KM0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0206.degrees latitude (g = 980.6199 gals.).
 KM0206
 KM0206.The modeled gravity was interpolated from observed gravity values.
 KM0206
 KM0206;                    North         East     Units Scale Factor Converg.
 KM0206;SPC CO C     -   467,422.056   628,420.514   MT  0.99993934   -2 05 24.4
 KM0206;SPC CO C     - 1,533,533.86  2,061,742.97   sFT  0.99993934   -2 05 24.4
 KM0206;UTM  12      - 4,346,941.021   688,626.959   MT  1.00003811   +1 23 00.7
 KM0206
 KM0206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0206!SPC CO C     -   0.99977992  x   0.99993934  =   0.99971927
 KM0206!UTM  12      -   0.99977992  x   1.00003811  =   0.99981802
 KM0206
 KM0206                          SUPERSEDED SURVEY CONTROL
 KM0206
 KM0206  ELLIP H (08/21/98) 1403.09   (m)                       GP(       ) 3 2
 KM0206  NAVD 88 (08/21/98) 1420.37   (m)         4660.0    (f) LEVELING    3  
 KM0206
 KM0206.Superseded values are not recommended for survey control.
 KM0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0206.See file dsdata.txt to determine how the superseded data were derived.
 KM0206
 KM0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ8862746941(NAD 83)
 KM0206_MARKER: I = METAL ROD
 KM0206_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KM0206_SP_SET: STAINLESS STEEL ROD
 KM0206_STAMPING: A 416 1984
 KM0206_MARK LOGO: NGS   
 KM0206_PROJECTION: FLUSH
 KM0206_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0206+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2005
 KM0206_ROD/PIPE-DEPTH: 4.6  meters
 KM0206
 KM0206  HISTORY     - Date     Condition        Report By
 KM0206  HISTORY     - 1984     MONUMENTED       NGS
 KM0206  HISTORY     - 19980108 GOOD             CODOT
 KM0206  HISTORY     - 20050604 GOOD             GEOCAC
 KM0206
 KM0206                          STATION DESCRIPTION
 KM0206
 KM0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0206'6.0 KM (3.7 MI) NORTH FROM LOMA.
 KM0206'6.0 KM (3.7 MI) NPRTHERLY ALONG STATE HIGHWAY 139 FROM THE POST OFFICE
 KM0206'IN LOMA, 97.5 M (319.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 5.9
 KM0206'M (19.4 FT) SOUTH OF THE CENTERLINE OF COUNTY ROAD Q, 1.3 M (4.3 FT)
 KM0206'EAST OF A UTILITY POLE WITH A GUY WIRE, AND 1.1 M (3.6 FT) NORTH OF
 KM0206'THE NORTH EDGE OF A CONCRETE IRRIGATION DITCH.  NOTE--ACCESS TO DATUM
 KM0206'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KM0206'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 KM0206'THE MARK IS 0.5 M BELOW THE ROAD.
 KM0206
 KM0206                          STATION RECOVERY (1998)
 KM0206
 KM0206'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (RSC)
 KM0206'THE STATION IS LOCATED ABOUT 8 MI (12.9 KM) SOUTH OF THE MESA-GARFIELD
 KM0206'COUNTY LINE, 4 MI (6.4 KM) NORTH OF THE TOWN OF LOMA AND 2.2 MI (3.5
 KM0206'KM) SOUTHEAST OF HIGHLINE LAKE, IN THE NORTHEAST 1/4 OF SECTION 16, T
 KM0206'2 S, R 3 W, AT STATE HIGHWAY 136 MILEPOST 5.02. OWNERSHIP--MESA COUNTY
 KM0206'ROAD RIGHT-OF-WAY  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 KM0206'HIGHWAY 139 AND U.  S.  HIGHWAY 6 IN THE TOWN OF LOMA, GO NORTH FOR
 KM0206'3.8 MI (6.1 KM) TO THE STATION ON THE LEFT, AT THE INTERSECTION OF
 KM0206'MESA COUNTY ROAD Q  THE MARK IS A PUNCH HOLE, TOP CENTER ON A
 KM0206'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCLOSED IN A 5-INCH PVC PIPE
 KM0206'WITH LOGO LID, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.
 KM0206'IT IS 98.7 M (323.8 FT) WEST FROM THE CENTER LINE OF STATE HIGHWAY
 KM0206'139, 15.7 M (51.5 FT) SOUTHWEST FROM A TELEPHONE RISER BOX NUMBER
 KM0206'1294, 5.9 M (19.4 FT) SOUTH FROM THE CENTER LINE OF COUNTY ROAD Q, 1.4
 KM0206'M (4.6 FT) EAST FROM A POWER POLE, 0.4 M (1.3 FT) WEST FROM A WITNESS
 KM0206'POST AND ABOUT 0.6 M (2.0 FT) BELOW ROAD Q IN THE SHOULDER OF THE
 KM0206'ROAD.
 KM0206
 KM0206                          STATION RECOVERY (2005)
 KM0206
 KM0206'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0622 ***********************************************************************
 JL0622  DESIGNATION -  A 417
 JL0622  PID         -  JL0622
 JL0622  STATE/COUNTY-  CO/OURAY
 JL0622  USGS QUAD   -  DALLAS (1982)
 JL0622
 JL0622                         *CURRENT SURVEY CONTROL
 JL0622  ___________________________________________________________________
 JL0622* NAD 83(1986)-  38 10 47.     (N)    107 44 36.     (W)     SCALED    
 JL0622* NAVD 88     -      2124.393  (meters)    6969.78   (feet)  ADJUSTED  
 JL0622  ___________________________________________________________________
 JL0622  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 JL0622  DYNAMIC HT  -        2121.771 (meters)    6961.18  (feet)  COMP
 JL0622  MODELED GRAV-     979,319.2   (mgal)                       NAVD 88
 JL0622
 JL0622  VERT ORDER  -  FIRST     CLASS II
 JL0622
 JL0622.The horizontal coordinates were scaled from a topographic map and have
 JL0622.an estimated accuracy of +/- 6 seconds.
 JL0622
 JL0622.The orthometric height was determined by differential leveling
 JL0622.and adjusted by the National Geodetic Survey in June 1991..
 JL0622
 JL0622.The geoid height was determined by GEOID03.
 JL0622
 JL0622.The dynamic height is computed by dividing the NAVD 88
 JL0622.geopotential number by the normal gravity value computed on the
 JL0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0622.degrees latitude (g = 980.6199 gals.).
 JL0622
 JL0622.The modeled gravity was interpolated from observed gravity values.
 JL0622
 JL0622;                    North         East    Units  Estimated Accuracy
 JL0622;SPC CO S     -   475,090.      717,870.      MT  (+/- 180 meters Scaled)
 JL0622
 JL0622                          SUPERSEDED SURVEY CONTROL
 JL0622
 JL0622.No superseded survey control is available for this station.
 JL0622
 JL0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC597293(NAD 83)
 JL0622_MARKER: I = METAL ROD
 JL0622_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JL0622+WITH SETTING: INFORMATION.
 JL0622_SP_SET: SHALLOW-SET METAL ROD
 JL0622_STAMPING: A 417 1984
 JL0622_MARK LOGO: NGS   
 JL0622_PROJECTION: FLUSH
 JL0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0622_ROD/PIPE-DEPTH: 0.9  meters
 JL0622
 JL0622  HISTORY     - Date     Condition        Report By
 JL0622  HISTORY     - 1984     MONUMENTED       NGS
 JL0622  HISTORY     - 19910627 GOOD             USPSQD
 JL0622
 JL0622                          STATION DESCRIPTION
 JL0622
 JL0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0622'19.5 KM (12.1 MI) NORTH FROM OURAY.
 JL0622'19.5 KM (12.1 MI) NORTHERLY ALONG U.S. HIGHWAY 550 FROM THE POST
 JL0622'OFFICE IN OURAY, 0.2 KM (0.1 MI) SOUTH OF MILEPOST 106, 3.4 KM (2.1
 JL0622'MI) NORTH OF STATE HIGHWAY 62, 14.4 M (47.2 FT) WEST OF THE CENTERLINE
 JL0622'OF THE HIGHWAY, AND 6.2 M (20.3 FT) WEST OF THE CENTER OF A PRIVATE
 JL0622'DRIVEWAY LEADING NORTHWEST.  NOTE--ACCESS TO DATUM POINT IS HAD
 JL0622'THROUGH A 5-INCH LOGO CAP.
 JL0622'THE MARK IS 0.1 METERS  E FROM  A WITNESS POST AND FENCE
 JL0622'THE MARK IS 1.3 M BELOW THE HIGHWAY.
 JL0622
 JL0622                          STATION RECOVERY (1991)
 JL0622
 JL0622'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 JL0622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1173 ***********************************************************************
 LL1173  DESIGNATION -  A 418
 LL1173  PID         -  LL1173
 LL1173  STATE/COUNTY-  CO/MORGAN
 LL1173  USGS QUAD   -  WIGGINS (1978)
 LL1173
 LL1173                         *CURRENT SURVEY CONTROL
 LL1173  ___________________________________________________________________
 LL1173* NAD 83(1986)-  40 14 59.     (N)    104 01 06.     (W)     SCALED    
 LL1173* NAVD 88     -      1375.760  (meters)    4513.64   (feet)  ADJUSTED  
 LL1173  ___________________________________________________________________
 LL1173  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 LL1173  DYNAMIC HT  -        1374.632 (meters)    4509.94  (feet)  COMP
 LL1173  MODELED GRAV-     979,757.2   (mgal)                       NAVD 88
 LL1173
 LL1173  VERT ORDER  -  FIRST     CLASS II
 LL1173
 LL1173.The horizontal coordinates were scaled from a topographic map and have
 LL1173.an estimated accuracy of +/- 6 seconds.
 LL1173
 LL1173.The orthometric height was determined by differential leveling
 LL1173.and adjusted by the National Geodetic Survey in June 1991..
 LL1173
 LL1173.The geoid height was determined by GEOID03.
 LL1173
 LL1173.The dynamic height is computed by dividing the NAVD 88
 LL1173.geopotential number by the normal gravity value computed on the
 LL1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1173.degrees latitude (g = 980.6199 gals.).
 LL1173
 LL1173.The modeled gravity was interpolated from observed gravity values.
 LL1173
 LL1173;                    North         East    Units  Estimated Accuracy
 LL1173;SPC CO N     -   407,600.    1,040,450.      MT  (+/- 180 meters Scaled)
 LL1173
 LL1173                          SUPERSEDED SURVEY CONTROL
 LL1173
 LL1173.No superseded survey control is available for this station.
 LL1173
 LL1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE834559(NAD 83)
 LL1173_MARKER: I = METAL ROD
 LL1173_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1173_SP_SET: STAINLESS STEEL ROD
 LL1173_STAMPING: A 418 1984
 LL1173_MARK LOGO: NGS   
 LL1173_PROJECTION: FLUSH
 LL1173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1173_ROD/PIPE-DEPTH: 12.2 meters
 LL1173
 LL1173  HISTORY     - Date     Condition        Report By
 LL1173  HISTORY     - 1984     MONUMENTED       NGS
 LL1173
 LL1173                          STATION DESCRIPTION
 LL1173
 LL1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1173'19.5 KM (12.1 MI) WEST FROM FORT MORGAN.
 LL1173'19.5 KM (12.1 MI) WESTERLY ALONG INTERSTATE HIGHWAY 76 FROM ITS
 LL1173'JUNCTION WITH STATE HIGHWAY 52 IN FORT MORGAN, 0.2 KM (0.1 MI) EAST
 LL1173'OF MILEPOST 68, 31.4 M (103.0 FT) SOUTH OF THE CENTERLINE OF THE EAST
 LL1173'BOUND LANES OF THE HIGHWAY, 17.7 M (58.1 FT) NORTH OF THE NEAR RAIL,
 LL1173'AND 1.2 M (3.9 FT) EAST OF A UTILITY POLE WITH THREE GUY WIRES.
 LL1173'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LL1173'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 LL1173'THE MARK IS 1.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0411 ***********************************************************************
 LK0411  DESIGNATION -  A 419
 LK0411  PID         -  LK0411
 LK0411  STATE/COUNTY-  CO/LOGAN
 LK0411  USGS QUAD   -  STERLING NORTH (1951)
 LK0411
 LK0411                         *CURRENT SURVEY CONTROL
 LK0411  ___________________________________________________________________
 LK0411* NAD 83(1986)-  40 37 31.     (N)    103 12 15.     (W)     SCALED    
 LK0411* NAVD 88     -      1201.559  (meters)    3942.11   (feet)  ADJUSTED  
 LK0411  ___________________________________________________________________
 LK0411  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 LK0411  DYNAMIC HT  -        1200.684 (meters)    3939.24  (feet)  COMP
 LK0411  MODELED GRAV-     979,854.8   (mgal)                       NAVD 88
 LK0411
 LK0411  VERT ORDER  -  FIRST     CLASS II
 LK0411
 LK0411.The horizontal coordinates were scaled from a topographic map and have
 LK0411.an estimated accuracy of +/- 6 seconds.
 LK0411
 LK0411.The orthometric height was determined by differential leveling
 LK0411.and adjusted by the National Geodetic Survey in June 1991..
 LK0411
 LK0411.The geoid height was determined by GEOID03.
 LK0411
 LK0411.The dynamic height is computed by dividing the NAVD 88
 LK0411.geopotential number by the normal gravity value computed on the
 LK0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0411.degrees latitude (g = 980.6199 gals.).
 LK0411
 LK0411.The modeled gravity was interpolated from observed gravity values.
 LK0411
 LK0411;                    North         East    Units  Estimated Accuracy
 LK0411;SPC CO N     -   450,760.    1,108,630.      MT  (+/- 180 meters Scaled)
 LK0411
 LK0411                          SUPERSEDED SURVEY CONTROL
 LK0411
 LK0411.No superseded survey control is available for this station.
 LK0411
 LK0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE518987(NAD 83)
 LK0411_MARKER: DB = BENCH MARK DISK
 LK0411_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LK0411_SP_SET: BRIDGE ABUTMENT
 LK0411_STAMPING: A 419 1984
 LK0411_MARK LOGO: NGS   
 LK0411_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LK0411+STABILITY: POSITION/ELEVATION WELL
 LK0411
 LK0411  HISTORY     - Date     Condition        Report By
 LK0411  HISTORY     - 1984     MONUMENTED       NGS
 LK0411  HISTORY     - 1985     GOOD             NGS
 LK0411  HISTORY     - 1986     GOOD             NGS
 LK0411
 LK0411                          STATION DESCRIPTION
 LK0411
 LK0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LK0411'IN STERLING.
 LK0411'IN STERLING, AT THE INTERSECTION OF CHESTNUT STREET AND THE UNION
 LK0411'PACIFIC RAILROAD, SET VERTICALLY IN THE SOUTHEAST FACE, OF THE FIRST
 LK0411'PIER NORTHWEST OF THE TRACKS, OF THE STREET OVERPASS OF THE RAILROAD,
 LK0411'54.3 M (178.1 FT) SOUTHEAST OF THE CENTER OF NORTH FRONT STREET, 13.9
 LK0411'M (45.6 FT) NORTHWEST OF THE NEAR RAIL, AND 3.2 M (10.5 FT) NORTHEAST
 LK0411'OF THE CENTER OF THE EAST BOUND LANE OF THE STREET.
 LK0411'THE MARK IS 1.4 M ABOVE THE STREET.
 LK0411
 LK0411                          STATION RECOVERY (1985)
 LK0411
 LK0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LK0411'RECOVERED IN GOOD CONDITION.
 LK0411
 LK0411                          STATION RECOVERY (1986)
 LK0411
 LK0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LK0411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0088 ***********************************************************************
 HM0088  DESIGNATION -  A 42 RESET
 HM0088  PID         -  HM0088
 HM0088  STATE/COUNTY-  CO/MONTEZUMA
 HM0088  USGS QUAD   -  CORTEZ (1979)
 HM0088
 HM0088                         *CURRENT SURVEY CONTROL
 HM0088  ___________________________________________________________________
 HM0088* NAD 83(1986)-  37 19 14.     (N)    108 36 32.     (W)     SCALED    
 HM0088* NAVD 88     -      1808.528  (meters)    5933.48   (feet)  ADJUSTED  
 HM0088  ___________________________________________________________________
 HM0088  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 HM0088  DYNAMIC HT  -        1806.341 (meters)    5926.30  (feet)  COMP
 HM0088  MODELED GRAV-     979,357.1   (mgal)                       NAVD 88
 HM0088
 HM0088  VERT ORDER  -  FIRST     CLASS II
 HM0088
 HM0088.The horizontal coordinates were scaled from a topographic map and have
 HM0088.an estimated accuracy of +/- 6 seconds.
 HM0088
 HM0088.The orthometric height was determined by differential leveling
 HM0088.and adjusted by the National Geodetic Survey in June 1991..
 HM0088
 HM0088.The geoid height was determined by GEOID03.
 HM0088
 HM0088.The dynamic height is computed by dividing the NAVD 88
 HM0088.geopotential number by the normal gravity value computed on the
 HM0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0088.degrees latitude (g = 980.6199 gals.).
 HM0088
 HM0088.The modeled gravity was interpolated from observed gravity values.
 HM0088
 HM0088;                    North         East    Units  Estimated Accuracy
 HM0088;SPC CO S     -   381,960.      638,900.      MT  (+/- 180 meters Scaled)
 HM0088
 HM0088                          SUPERSEDED SURVEY CONTROL
 HM0088
 HM0088  NGVD 29 (??/??/92) 1807.469  (m)         5930.00   (f) ADJ UNCH    1 2
 HM0088
 HM0088.Superseded values are not recommended for survey control.
 HM0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0088.See file dsdata.txt to determine how the superseded data were derived.
 HM0088
 HM0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG118331(NAD 83)
 HM0088_MARKER: DB = BENCH MARK DISK
 HM0088_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HM0088_STAMPING: A 42 RESET 1957
 HM0088_MARK LOGO: CGS   
 HM0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0088
 HM0088  HISTORY     - Date     Condition        Report By
 HM0088  HISTORY     - 1957     MONUMENTED       CODH
 HM0088  HISTORY     - 1958     GOOD             CODH
 HM0088  HISTORY     - 1984     GOOD             NGS
 HM0088
 HM0088                          STATION DESCRIPTION
 HM0088
 HM0088'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1958
 HM0088'1.0 MI S FROM CORTEZ.
 HM0088'APPROXIMATELY 1.0 MILE SOUTH OF CORTEZ, MONTEZUMA COUNTY, SET IN THE
 HM0088'CURB 6 FEET FROM THE NORTHEAST CORNER OF THE NEW BRIDGE, STRUCTURE NO.
 HM0088'0-2-I ON STATE HIGHWAY 106.  A STANDARD DISK, STAMPED A 42 RESET 1957.
 HM0088
 HM0088                          STATION RECOVERY (1984)
 HM0088
 HM0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HM0088'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.2 KM
 HM0088'(2.0 MI) SOUTH ALONG U.S. HIGHWAY 160 FROM ITS WEST JUNCTION WITH
 HM0088'U.S. HIGHWAY 666 IN CORTEZ, 1.9 METERS (6.2 FT) SOUTH OF THE NORTH
 HM0088'END OF THE EAST CONCRETE CURB OF A HIGHWAY BRIDGE OVER MCELMO CREEK,
 HM0088'AND 5.5 METERS (18.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 HM0088'THE MARK IS 0.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0148 ***********************************************************************
 KM0148  DESIGNATION -  A 420
 KM0148  PID         -  KM0148
 KM0148  STATE/COUNTY-  CO/RIO BLANCO
 KM0148  USGS QUAD   -  WATER CANYON (1972)
 KM0148
 KM0148                         *CURRENT SURVEY CONTROL
 KM0148  ___________________________________________________________________
 KM0148* NAD 83(1986)-  39 58 50.     (N)    108 46 39.     (W)     SCALED    
 KM0148* NAVD 88     -      1696.072  (meters)    5564.53   (feet)  ADJUSTED  
 KM0148  ___________________________________________________________________
 KM0148  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 KM0148  DYNAMIC HT  -        1694.479 (meters)    5559.30  (feet)  COMP
 KM0148  MODELED GRAV-     979,626.5   (mgal)                       NAVD 88
 KM0148
 KM0148  VERT ORDER  -  FIRST     CLASS II
 KM0148
 KM0148.The horizontal coordinates were scaled from a topographic map and have
 KM0148.an estimated accuracy of +/- 6 seconds.
 KM0148
 KM0148.The orthometric height was determined by differential leveling
 KM0148.and adjusted by the National Geodetic Survey in June 1991..
 KM0148
 KM0148.The geoid height was determined by GEOID03.
 KM0148
 KM0148.The dynamic height is computed by dividing the NAVD 88
 KM0148.geopotential number by the normal gravity value computed on the
 KM0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0148.degrees latitude (g = 980.6199 gals.).
 KM0148
 KM0148.The modeled gravity was interpolated from observed gravity values.
 KM0148
 KM0148;                    North         East    Units  Estimated Accuracy
 KM0148;SPC CO N     -   381,840.      634,520.      MT  (+/- 180 meters Scaled)
 KM0148
 KM0148                          SUPERSEDED SURVEY CONTROL
 KM0148
 KM0148.No superseded survey control is available for this station.
 KM0148
 KM0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK897279(NAD 83)
 KM0148_MARKER: DB = BENCH MARK DISK
 KM0148_SETTING: 66 = SET IN ROCK OUTCROP
 KM0148_SP_SET: ROCK OUTCROP
 KM0148_STAMPING: A 420 1984
 KM0148_MARK LOGO: NGS   
 KM0148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0148
 KM0148  HISTORY     - Date     Condition        Report By
 KM0148  HISTORY     - 1984     MONUMENTED       NGS
 KM0148  HISTORY     - 20060523 GOOD             GEOCAC
 KM0148
 KM0148                          STATION DESCRIPTION
 KM0148
 KM0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0148'14.3 KM (8.9 MI) SOUTH FROM RANGELY.
 KM0148'1.8 KM (1.1 MI) EAST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE IN
 KM0148'RANGELY, THENCE 12.5 KM (7.75 MI) SOUTHERLY ALONG STATE HIGHWAY 139,
 KM0148'IN A 2.0 BY 16.0 FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.1 KM
 KM0148'(0.05 MI) NORTHWEST OF MILEPOST 64, 64.2 M (210.6 FT) NORTHWEST OF THE
 KM0148'ENTRANCE TO (NO NAME TRUCK TRAIL ROAD), 38.1 M (125.0 FT) WEST OF THE
 KM0148'CENTERLINE OF THE HIGHWAY, 14.1 M (46.3 FT) WEST OF THE CENTER OF A
 KM0148'DIRT ROAD LEADING NORTHWEST, AND 2.5 M (8.2 FT) NORTH OF THE SOUTH END
 KM0148'OF THE OUTCROP.
 KM0148'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 KM0148'THE MARK IS 6.1 M ABOVE THE HIGHWAY.
 KM0148
 KM0148                          STATION RECOVERY (2006)
 KM0148
 KM0148'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KM0148'FOUND ABOUT SIX FEET WEST OF A RIGHT-OF-WAY FENCE.  HANDHELD
 KM0148'COORDINATES ARE N39-58-51.12 W108-46-39.42.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0596 ***********************************************************************
 JL0596  DESIGNATION -  A 421
 JL0596  PID         -  JL0596
 JL0596  STATE/COUNTY-  CO/CHAFFEE
 JL0596  USGS QUAD   -  PONCHA PASS (1994)
 JL0596
 JL0596                         *CURRENT SURVEY CONTROL
 JL0596  ___________________________________________________________________
 JL0596* NAD 83(1986)-  38 26 54.     (N)    106 06 26.     (W)     SCALED    
 JL0596* NAVD 88     -      2570.897  (meters)    8434.68   (feet)  ADJUSTED  
 JL0596  ___________________________________________________________________
 JL0596  GEOID HEIGHT-         -14.46  (meters)                     GEOID03
 JL0596  DYNAMIC HT  -        2567.566 (meters)    8423.76  (feet)  COMP
 JL0596  MODELED GRAV-     979,240.1   (mgal)                       NAVD 88
 JL0596
 JL0596  VERT ORDER  -  FIRST     CLASS II
 JL0596
 JL0596.The horizontal coordinates were scaled from a topographic map and have
 JL0596.an estimated accuracy of +/- 6 seconds.
 JL0596
 JL0596.The orthometric height was determined by differential leveling
 JL0596.and adjusted by the National Geodetic Survey in June 1991..
 JL0596
 JL0596.The geoid height was determined by GEOID03.
 JL0596
 JL0596.The dynamic height is computed by dividing the NAVD 88
 JL0596.geopotential number by the normal gravity value computed on the
 JL0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0596.degrees latitude (g = 980.6199 gals.).
 JL0596
 JL0596.The modeled gravity was interpolated from observed gravity values.
 JL0596
 JL0596;                    North         East    Units  Estimated Accuracy
 JL0596;SPC CO C     -   373,250.      861,400.      MT  (+/- 180 meters Scaled)
 JL0596
 JL0596                          SUPERSEDED SURVEY CONTROL
 JL0596
 JL0596.No superseded survey control is available for this station.
 JL0596
 JL0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC033561(NAD 83)
 JL0596_MARKER: I = METAL ROD
 JL0596_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JL0596_SP_SET: STAINLESS STEEL ROD
 JL0596_STAMPING: A 421 1984
 JL0596_MARK LOGO: NGS   
 JL0596_PROJECTION: FLUSH
 JL0596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0596_ROD/PIPE-DEPTH: 4.5  meters
 JL0596
 JL0596  HISTORY     - Date     Condition        Report By
 JL0596  HISTORY     - 1984     MONUMENTED       NGS
 JL0596
 JL0596                          STATION DESCRIPTION
 JL0596
 JL0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0596'9.0 KM (5.6 MI) SOUTH FROM PONCHA SPRINGS.
 JL0596'9.0 KM (5.6 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM ITS NORTH
 JL0596'JUNCTION WITH U.S. HIGHWAY 50 IN PONCHA SPRINGS, 49.1 M (161.1 FT)
 JL0596'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 5.2 M (17.1 FT) NORTH OF
 JL0596'THE CENTER OF COUNTY ROAD 200, 1.3 M (4.3 FT) NORTHEAST OF A FENCE
 JL0596'CORNER, AND 0.3 M (1.0 FT) NORTH OF A FENCE.  NOTE=ACCESS TO THE DATUM
 JL0596'POINT IS THROUGH A 5-INCH LOGO CAP.
 JL0596'THE MARK IS 0.6 METERS  N FROM  A WITNESS POST
 JL0596'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0569 ***********************************************************************
 JL0569  DESIGNATION -  A 422
 JL0569  PID         -  JL0569
 JL0569  STATE/COUNTY-  CO/CHAFFEE
 JL0569  USGS QUAD   -  GARFIELD (1994)
 JL0569
 JL0569                         *CURRENT SURVEY CONTROL
 JL0569  ___________________________________________________________________
 JL0569* NAD 83(1986)-  38 30 28.     (N)    106 19 31.     (W)     SCALED    
 JL0569* NAVD 88     -      3322.396  (meters)   10900.23   (feet)  ADJUSTED  
 JL0569  ___________________________________________________________________
 JL0569  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 JL0569  DYNAMIC HT  -        3317.630 (meters)   10884.59  (feet)  COMP
 JL0569  MODELED GRAV-     979,072.3   (mgal)                       NAVD 88
 JL0569
 JL0569  VERT ORDER  -  FIRST     CLASS II
 JL0569
 JL0569.The horizontal coordinates were scaled from a topographic map and have
 JL0569.an estimated accuracy of +/- 6 seconds.
 JL0569
 JL0569.The orthometric height was determined by differential leveling
 JL0569.and adjusted by the National Geodetic Survey in June 1991..
 JL0569
 JL0569.The geoid height was determined by GEOID03.
 JL0569
 JL0569.The dynamic height is computed by dividing the NAVD 88
 JL0569.geopotential number by the normal gravity value computed on the
 JL0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0569.degrees latitude (g = 980.6199 gals.).
 JL0569
 JL0569.The modeled gravity was interpolated from observed gravity values.
 JL0569
 JL0569;                    North         East    Units  Estimated Accuracy
 JL0569;SPC CO C     -   380,000.      842,420.      MT  (+/- 180 meters Scaled)
 JL0569
 JL0569                          SUPERSEDED SURVEY CONTROL
 JL0569
 JL0569.No superseded survey control is available for this station.
 JL0569
 JL0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC844629(NAD 83)
 JL0569_MARKER: DB = BENCH MARK DISK
 JL0569_SETTING: 66 = SET IN ROCK OUTCROP
 JL0569_SP_SET: ROCK OUTCROP
 JL0569_STAMPING: A 422 1984
 JL0569_MARK LOGO: NGS   
 JL0569_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0569+STABILITY: POSITION/ELEVATION WELL
 JL0569
 JL0569  HISTORY     - Date     Condition        Report By
 JL0569  HISTORY     - 1984     MONUMENTED       NGS
 JL0569
 JL0569                          STATION DESCRIPTION
 JL0569
 JL0569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0569'26.1 KM (16.2 MI) WEST FROM PONCHA SPRINGS.
 JL0569'26.1 KM (16.2 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS NORTH
 JL0569'JUNCTION WITH U.S. HIGHWAY 285 IN PONCHA SPRINGS, IN A 2 BY 4 FOOT
 JL0569'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 0.7 KM (0.45 MI) SOUTH OF
 JL0569'THE ENTRANCE TO THE MONARCH SKI AREA, 0.5 KM (0.3 MI) NORTH OF THE
 JL0569'INTERSECTION OF THE OLD MONARCH PASS ROAD, 47.0 M (154.2 FT) SOUTH OF
 JL0569'A STORM DRAIN, 38.5 M (126.3 FT) NORTH OF THE CENTER OF A UTILITY LINE
 JL0569'CROSSING, AND 8.3 M (27.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 JL0569'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST
 JL0569'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0548 ***********************************************************************
 JL0548  DESIGNATION -  A 423
 JL0548  PID         -  JL0548
 JL0548  STATE/COUNTY-  CO/SAGUACHE
 JL0548  USGS QUAD   -  SARGENTS (1964)
 JL0548
 JL0548                         *CURRENT SURVEY CONTROL
 JL0548  ___________________________________________________________________
 JL0548* NAD 83(1986)-  38 23 53.     (N)    106 29 30.     (W)     SCALED    
 JL0548* NAVD 88     -      2522.224  (meters)    8275.00   (feet)  ADJUSTED  
 JL0548  ___________________________________________________________________
 JL0548  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 JL0548  DYNAMIC HT  -        2518.953 (meters)    8264.26  (feet)  COMP
 JL0548  MODELED GRAV-     979,241.5   (mgal)                       NAVD 88
 JL0548
 JL0548  VERT ORDER  -  FIRST     CLASS II
 JL0548
 JL0548.The horizontal coordinates were scaled from a topographic map and have
 JL0548.an estimated accuracy of +/- 6 seconds.
 JL0548
 JL0548.The orthometric height was determined by differential leveling
 JL0548.and adjusted by the National Geodetic Survey in June 1991..
 JL0548
 JL0548.The geoid height was determined by GEOID03.
 JL0548
 JL0548.The dynamic height is computed by dividing the NAVD 88
 JL0548.geopotential number by the normal gravity value computed on the
 JL0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0548.degrees latitude (g = 980.6199 gals.).
 JL0548
 JL0548.The modeled gravity was interpolated from observed gravity values.
 JL0548
 JL0548;                    North         East    Units  Estimated Accuracy
 JL0548;SPC CO S     -   497,420.      827,780.      MT  (+/- 180 meters Scaled)
 JL0548
 JL0548                          SUPERSEDED SURVEY CONTROL
 JL0548
 JL0548.No superseded survey control is available for this station.
 JL0548
 JL0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC697510(NAD 83)
 JL0548_MARKER: DB = BENCH MARK DISK
 JL0548_SETTING: 66 = SET IN ROCK OUTCROP
 JL0548_SP_SET: ROCK OUTCROP
 JL0548_STAMPING: A 423 1984
 JL0548_MARK LOGO: NGS   
 JL0548_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0548+STABILITY: POSITION/ELEVATION WELL
 JL0548
 JL0548  HISTORY     - Date     Condition        Report By
 JL0548  HISTORY     - 1984     MONUMENTED       NGS
 JL0548
 JL0548                          STATION DESCRIPTION
 JL0548
 JL0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0548'43.1 KM (26.75 MI) EAST FROM GUNNISON.
 JL0548'43.1 KM (26.75 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JL0548'WITH STATE HIGHWAY 135 IN GUNNISON, IN THE CENTER OF A 12 FOOT LEDGE
 JL0548'ALONG THE BOTTOM OF A VERTICAL EXPOSED AREA OF BEDROCK IN A HIGHWAY
 JL0548'CUT, 8.0 KM (4.95 MI) WEST OF THE INTERSECTION OF MARSHALL PASS ROAD,
 JL0548'AND 9.5 M (31.2 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 JL0548'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 JL0548'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0521 ***********************************************************************
 JL0521  DESIGNATION -  A 424
 JL0521  PID         -  JL0521
 JL0521  STATE/COUNTY-  CO/GUNNISON
 JL0521  USGS QUAD   -  MC INTOSH MOUNTAIN (1973)
 JL0521
 JL0521                         *CURRENT SURVEY CONTROL
 JL0521  ___________________________________________________________________
 JL0521* NAD 83(1992)-  38 30 58.63727(N)    107 01 04.72404(W)     ADJUSTED  
 JL0521* NAVD 88     -      2302.921  (meters)    7555.50   (feet)  ADJUSTED  
 JL0521  ___________________________________________________________________
 JL0521  X           -  -1,462,988.409 (meters)                     COMP
 JL0521  Y           -  -4,779,854.523 (meters)                     COMP
 JL0521  Z           -   3,951,869.469 (meters)                     COMP
 JL0521  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 JL0521  ELLIP HEIGHT-        2288.63  (meters)          (12/03/02) GPS OBS
 JL0521  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 JL0521  DYNAMIC HT  -        2300.134 (meters)    7546.36  (feet)  COMP
 JL0521  MODELED GRAV-     979,335.3   (mgal)                       NAVD 88
 JL0521
 JL0521  HORZ ORDER  -  FIRST
 JL0521  VERT ORDER  -  FIRST     CLASS II
 JL0521  ELLP ORDER  -  FOURTH    CLASS II
 JL0521
 JL0521.The horizontal coordinates were established by GPS observations
 JL0521.and adjusted by the National Geodetic Survey in March 2001..
 JL0521
 JL0521.The orthometric height was determined by differential leveling
 JL0521.and adjusted by the National Geodetic Survey in June 1991..
 JL0521
 JL0521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JL0521
 JL0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0521
 JL0521.The ellipsoidal height was determined by GPS observations
 JL0521.and is referenced to NAD 83.
 JL0521
 JL0521.The geoid height was determined by GEOID03.
 JL0521
 JL0521.The dynamic height is computed by dividing the NAVD 88
 JL0521.geopotential number by the normal gravity value computed on the
 JL0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0521.degrees latitude (g = 980.6199 gals.).
 JL0521
 JL0521.The modeled gravity was interpolated from observed gravity values.
 JL0521
 JL0521;                    North         East     Units Scale Factor Converg.
 JL0521;SPC CO C     -   381,719.868   782,021.954   MT  0.99998763   -0 57 26.5
 JL0521;SPC CO C     - 1,252,359.27  2,565,683.69   sFT  0.99998763   -0 57 26.5
 JL0521;UTM  13      - 4,265,030.595   324,067.917   MT  0.99998118   -1 15 25.2
 JL0521
 JL0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0521!SPC CO C     -   0.99964103  x   0.99998763  =   0.99962867
 JL0521!UTM  13      -   0.99964103  x   0.99998118  =   0.99962222
 JL0521
 JL0521                          SUPERSEDED SURVEY CONTROL
 JL0521
 JL0521  ELLIP H (03/07/01) 2288.57   (m)                       GP(       ) 4 2
 JL0521  NAVD 88 (03/07/01) 2302.92   (m)         7555.5    (f) LEVELING    3  
 JL0521
 JL0521.Superseded values are not recommended for survey control.
 JL0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0521.See file dsdata.txt to determine how the superseded data were derived.
 JL0521
 JL0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC2406865031(NAD 83)
 JL0521_MARKER: I = METAL ROD
 JL0521_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JL0521_SP_SET: STAINLESS STEEL ROD
 JL0521_STAMPING: A 424 1984
 JL0521_MARK LOGO: NGS   
 JL0521_PROJECTION: FLUSH
 JL0521_MAGNETIC: I = MARKER IS A STEEL ROD
 JL0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0521+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2000
 JL0521_ROD/PIPE-DEPTH: 6.1  meters
 JL0521
 JL0521  HISTORY     - Date     Condition        Report By
 JL0521  HISTORY     - 1984     MONUMENTED       NGS
 JL0521  HISTORY     - 20000217 GOOD             CODOT
 JL0521
 JL0521                          STATION DESCRIPTION
 JL0521
 JL0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0521'8.8 KM (5.45 MI) WEST FROM GUNNISON.
 JL0521'8.8 KM (5.45 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH
 JL0521'STATE HIGHWAY 135 IN GUNNISON, 14.9 M (48.9 FT) SOUTHEAST OF THE
 JL0521'CENTERLINE OF THE HIGHWAY, 12.5 M (41.0 FT) NORTHEAST OF THE
 JL0521'CENTERLINE OF THE ENTRANCE TO THE NEVERSINK PICNIC AREA, 0.3 M
 JL0521'(1.0 FT) NORTHEAST OF THE NORTH LEG OF THE NEVERSINK PICNIC AREA SIGN.
 JL0521'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 JL0521'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JL0521'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 JL0521
 JL0521                          STATION RECOVERY (2000)
 JL0521
 JL0521'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2000 (RSC)
 JL0521'THE STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) WEST-SOUTHWEST FROM
 JL0521'GUNNISON, 1 MI (1.6 KM) NORTH OF WHERE THE GUNNISON RIVER ENTERS BLUE
 JL0521'MESA RESERVOIR AND AT THE NEVERSINK PICNIC AREA, IN THE SOUTHWEST 1/4
 JL0521'OF SECTION 7, T 49 N, R 1 W, AT U.S.  HIGHWAY 50 MILEPOST 151.85.
 JL0521'OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION RIGHT-OF-WAY
 JL0521'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 50 AND
 JL0521'STATE HIGHWAY 135 IN GUNNISON, GO WEST ON U.S.  HIGHWAY 50 FOR 5.45 MI
 JL0521'(8.77 KM) TO THE STATION ON THE LEFT AT THE ENTRANCE TO THE NEVERSINK
 JL0521'PICNIC AREA
 JL0521'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 6.1 M (20.0 FT) LONG
 JL0521'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCLOSED IN A 5-INCH PVC PIPE
 JL0521'WITH LOGO LID, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.
 JL0521'IT IS 14.9 M (48.9 FT) SOUTHEAST FROM THE CENTER LINE OF THE HIGHWAY,
 JL0521'12.5 M (41.0 FT) NORTHEAST FROM THE CENTER LINE TO THE ROAD TO THE
 JL0521'NEVERSINK PICNIC AREA, 0.3 M (1.0 FT) NORTHEAST FROM THE NORTH LEG OF
 JL0521'THE NEVERSINK PICNIC AREA SIGN, 0.3 M (1.0 FT) NORTH FROM A WITNESS
 JL0521'POST AND ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0497 ***********************************************************************
 JL0497  DESIGNATION -  A 425
 JL0497  PID         -  JL0497
 JL0497  STATE/COUNTY-  CO/GUNNISON
 JL0497  USGS QUAD   -  CURECANTI NEEDLE (1982)
 JL0497
 JL0497                         *CURRENT SURVEY CONTROL
 JL0497  ___________________________________________________________________
 JL0497* NAD 83(1986)-  38 26 20.     (N)    107 23 53.     (W)     SCALED    
 JL0497* NAVD 88     -      2568.244  (meters)    8425.98   (feet)  ADJUSTED  
 JL0497  ___________________________________________________________________
 JL0497  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 JL0497  DYNAMIC HT  -        2565.032 (meters)    8415.44  (feet)  COMP
 JL0497  MODELED GRAV-     979,284.6   (mgal)                       NAVD 88
 JL0497
 JL0497  VERT ORDER  -  FIRST     CLASS II
 JL0497
 JL0497.The horizontal coordinates were scaled from a topographic map and have
 JL0497.an estimated accuracy of +/- 6 seconds.
 JL0497
 JL0497.The orthometric height was determined by differential leveling
 JL0497.and adjusted by the National Geodetic Survey in June 1991..
 JL0497
 JL0497.The geoid height was determined by GEOID03.
 JL0497
 JL0497.The dynamic height is computed by dividing the NAVD 88
 JL0497.geopotential number by the normal gravity value computed on the
 JL0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0497.degrees latitude (g = 980.6199 gals.).
 JL0497
 JL0497.The modeled gravity was interpolated from observed gravity values.
 JL0497
 JL0497;                    North         East    Units  Estimated Accuracy
 JL0497;SPC CO C     -   373,750.      748,700.      MT  (+/- 180 meters Scaled)
 JL0497
 JL0497                          SUPERSEDED SURVEY CONTROL
 JL0497
 JL0497.No superseded survey control is available for this station.
 JL0497
 JL0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC907572(NAD 83)
 JL0497_MARKER: DB = BENCH MARK DISK
 JL0497_SETTING: 66 = SET IN ROCK OUTCROP
 JL0497_SP_SET: ROCK OUTCROP
 JL0497_STAMPING: A 425 1984
 JL0497_MARK LOGO: NGS   
 JL0497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0497
 JL0497  HISTORY     - Date     Condition        Report By
 JL0497  HISTORY     - 1984     MONUMENTED       NGS
 JL0497
 JL0497                          STATION DESCRIPTION
 JL0497
 JL0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0497'49.8 KM (30.95 MI) WEST FROM GUNNISON.
 JL0497'49.8 KM (30.95 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JL0497'WITH STATE HIGHWAY 135 IN GUNNISON, IN AN EXPOSED AREA OF BEDROCK NEAR
 JL0497'THE CENTER OF A VERTICAL 250 FOOT HIGHWAY CUT, 4.4 KM (2.75 MI) WEST
 JL0497'OF THE BLUE MESA POINT POST OFFICE, AND 26.5 M (86.9 FT) NORTH OF THE
 JL0497'CENTERLINE OF THE HIGHWAY.
 JL0497'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST
 JL0497'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0471 ***********************************************************************
 JL0471  DESIGNATION -  A 426
 JL0471  PID         -  JL0471
 JL0471  STATE/COUNTY-  CO/MONTROSE
 JL0471  USGS QUAD   -  CERRO SUMMIT (1982)
 JL0471
 JL0471                         *CURRENT SURVEY CONTROL
 JL0471  ___________________________________________________________________
 JL0471* NAD 83(1992)-  38 28 11.40912(N)    107 41 52.32867(W)     ADJUSTED  
 JL0471* NAVD 88     -      2101.141  (meters)    6893.49   (feet)  ADJUSTED  
 JL0471  ___________________________________________________________________
 JL0471  X           -  -1,520,531.028 (meters)                     COMP
 JL0471  Y           -  -4,765,065.227 (meters)                     COMP
 JL0471  Z           -   3,947,705.701 (meters)                     COMP
 JL0471  LAPLACE CORR-          10.22  (seconds)                    DEFLEC99
 JL0471  ELLIP HEIGHT-        2085.40  (meters)          (12/03/02) GPS OBS
 JL0471  GEOID HEIGHT-         -15.71  (meters)                     GEOID03
 JL0471  DYNAMIC HT  -        2098.634 (meters)    6885.27  (feet)  COMP
 JL0471  MODELED GRAV-     979,360.5   (mgal)                       NAVD 88
 JL0471
 JL0471  HORZ ORDER  -  FIRST
 JL0471  VERT ORDER  -  FIRST     CLASS II
 JL0471  ELLP ORDER  -  FOURTH    CLASS II
 JL0471
 JL0471.The horizontal coordinates were established by GPS observations
 JL0471.and adjusted by the National Geodetic Survey in March 2001..
 JL0471
 JL0471.The orthometric height was determined by differential leveling
 JL0471.and adjusted by the National Geodetic Survey in June 1991..
 JL0471
 JL0471.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JL0471
 JL0471.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0471
 JL0471.The ellipsoidal height was determined by GPS observations
 JL0471.and is referenced to NAD 83.
 JL0471
 JL0471.The geoid height was determined by GEOID03.
 JL0471
 JL0471.The dynamic height is computed by dividing the NAVD 88
 JL0471.geopotential number by the normal gravity value computed on the
 JL0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0471.degrees latitude (g = 980.6199 gals.).
 JL0471
 JL0471.The modeled gravity was interpolated from observed gravity values.
 JL0471
 JL0471;                    North         East     Units Scale Factor Converg.
 JL0471;SPC CO S     -   507,187.224   722,612.078   MT  1.00000687   -1 20 53.2
 JL0471;SPC CO S     - 1,663,996.75  2,370,769.79   sFT  1.00000687   -1 20 53.2
 JL0471;UTM  13      - 4,261,395.071   264,633.627   MT  1.00028227   -1 40 44.8
 JL0471
 JL0471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0471!SPC CO S     -   0.99967290  x   1.00000687  =   0.99967976
 JL0471!UTM  13      -   0.99967290  x   1.00028227  =   0.99995507
 JL0471
 JL0471                          SUPERSEDED SURVEY CONTROL
 JL0471
 JL0471  NAVD 88 (03/07/01) 2101.14   (m)         6893.5    (f) LEVELING    3  
 JL0471
 JL0471.Superseded values are not recommended for survey control.
 JL0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0471.See file dsdata.txt to determine how the superseded data were derived.
 JL0471
 JL0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC6463461395(NAD 83)
 JL0471_MARKER: I = METAL ROD
 JL0471_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JL0471_SP_SET: STAINLESS STEEL ROD
 JL0471_STAMPING: A 426 1984
 JL0471_MARK LOGO: NGS   
 JL0471_PROJECTION: FLUSH
 JL0471_MAGNETIC: I = MARKER IS A STEEL ROD
 JL0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0471+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2004
 JL0471_ROD/PIPE-DEPTH: 6.1  meters
 JL0471
 JL0471  HISTORY     - Date     Condition        Report By
 JL0471  HISTORY     - 1984     MONUMENTED       NGS
 JL0471  HISTORY     - 20000217 GOOD             CODOT
 JL0471  HISTORY     - 20040919 GOOD             USPSQD
 JL0471
 JL0471                          STATION DESCRIPTION
 JL0471
 JL0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0471'17.1 KM (10.6 MI) EAST FROM MONTROSE.
 JL0471'17.1 KM (10.6 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JL0471'WITH U.S. HIGHWAY 550 IN MONTROSE, 6.3 KM (3.9 MI) WEST OF AN OVERHEAD
 JL0471'PIPELINE CROSSING AT CERRO SUMMIT, 4.4 KM (2.75 MI) EAST OF THE
 JL0471'INTERSECTION OF STATE HIGHWAY 347 LEADING NORTH TO THE BLACK CANYON OF
 JL0471'THE GUNNISON NATIONAL MONUMENT, NEAR THE CENTER OF THE EASTERN 1/2 OF
 JL0471'A HIGHWAY PULLOUT, 34.0 M (11.5 FT) WEST OF UTILITY POLE NUMBER 22-71,
 JL0471'23.5 M (77.1 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.3 M
 JL0471'(1.0 FT) NORTHEAST OF A FENCE.
 JL0471'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST
 JL0471'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 JL0471
 JL0471                          STATION RECOVERY (2000)
 JL0471
 JL0471'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2000 (RSC)
 JL0471'THE STATION IS LOCATED ABOUT 10 MI (16.1 KM) EAST OF MONTROSE, 9 MI
 JL0471'(14.5 KM) WEST-NORTHWEST OF THE MORROW POINT DAM AND 8 MI (12.9 KM)
 JL0471'WEST OF CIMARRON, IN THE NORTHEAST 1/4 OF SECTION 31, T 49 N, R 7 W,
 JL0471'AT U.S.  HIGHWAY 50 MILEPOST 103.25.  OWNERSHIP--COLORADO DEPT.  OF
 JL0471'TRANSPORTATION RIGHT-OF-WAY
 JL0471'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 550 AND
 JL0471'U.S.  50 IN MONTROSE, GO EASTERLY ON U.S.  HIGHWAY 50 FOR 10.6 MI
 JL0471'(17.1 KM) TO THE STATION ON THE RIGHT NEAR THE CENTER OF A HIGHWAY
 JL0471'PULLOUT.  IT IS 3.9 MI (6.3 KM) WEST OF THE OVERHEAD PIPELINE CROSSING
 JL0471'AT CERRO SUMMIT AND 2.75 MI (4.43 KM) EAST OF THE INTERSECTION OF
 JL0471'STATE HIGHWAY 347 LEADING NORTH TO THE BLACK CANYON OF THE GUNNISON
 JL0471'NATIONAL MONUMENT
 JL0471'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 6.1 M (20.0 FT) LONG
 JL0471'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCLOSED IN A 5-INCH PVC PIPE
 JL0471'WITH LOGO LID, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.
 JL0471'IT IS 34.0 M (111.5 FT) WEST FROM A UTILITY POLE NUMBER 22-71, 23.5 M
 JL0471'(77.1 FT) SOUTH-SOUTHWEST FROM THE CENTER LINE OF THE HIGHWAY, 0.4 M
 JL0471'(1.3 FT) SOUTHEAST FROM A WITNESS POST, 0.3 M (1.0 FT) NORTHEAST FROM
 JL0471'A FENCE AND ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY.
 JL0471
 JL0471                          STATION RECOVERY (2004)
 JL0471
 JL0471'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 JL0471'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0197 ***********************************************************************
 KM0197  DESIGNATION -  A 427
 KM0197  PID         -  KM0197
 KM0197  STATE/COUNTY-  CO/GARFIELD
 KM0197  USGS QUAD   -  HOWARD CANYON (1968)
 KM0197
 KM0197                         *CURRENT SURVEY CONTROL
 KM0197  ___________________________________________________________________
 KM0197* NAD 83(1986)-  39 24 27.     (N)    108 48 56.     (W)     SCALED    
 KM0197* NAVD 88     -      1593.717  (meters)    5228.72   (feet)  ADJUSTED  
 KM0197  ___________________________________________________________________
 KM0197  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 KM0197  DYNAMIC HT  -        1592.190 (meters)    5223.71  (feet)  COMP
 KM0197  MODELED GRAV-     979,612.3   (mgal)                       NAVD 88
 KM0197
 KM0197  VERT ORDER  -  FIRST     CLASS II
 KM0197
 KM0197.The horizontal coordinates were scaled from a topographic map and have
 KM0197.an estimated accuracy of +/- 6 seconds.
 KM0197
 KM0197.The orthometric height was determined by differential leveling
 KM0197.and adjusted by the National Geodetic Survey in June 1991..
 KM0197
 KM0197.The geoid height was determined by GEOID03.
 KM0197
 KM0197.The dynamic height is computed by dividing the NAVD 88
 KM0197.geopotential number by the normal gravity value computed on the
 KM0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0197.degrees latitude (g = 980.6199 gals.).
 KM0197
 KM0197.The modeled gravity was interpolated from observed gravity values.
 KM0197
 KM0197;                    North         East    Units  Estimated Accuracy
 KM0197;SPC CO C     -   484,760.      628,920.      MT  (+/- 180 meters Scaled)
 KM0197
 KM0197                          SUPERSEDED SURVEY CONTROL
 KM0197
 KM0197.No superseded survey control is available for this station.
 KM0197
 KM0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ880642(NAD 83)
 KM0197_MARKER: I = METAL ROD
 KM0197_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KM0197_SP_SET: STAINLESS STEEL ROD
 KM0197_STAMPING: A 427 1984
 KM0197_MARK LOGO: NGS   
 KM0197_PROJECTION: FLUSH
 KM0197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0197+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2005
 KM0197_ROD/PIPE-DEPTH: 3.1  meters
 KM0197
 KM0197  HISTORY     - Date     Condition        Report By
 KM0197  HISTORY     - 1984     MONUMENTED       NGS
 KM0197  HISTORY     - 20050613 GOOD             GEOCAC
 KM0197
 KM0197                          STATION DESCRIPTION
 KM0197
 KM0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0197'23.7 KM (14.7 MI) NORTH FROM LOMA.
 KM0197'23.7 KM (14.7 MI) NORTHERLY ALONG STATE HIGHWAY 139 FROM THE POST
 KM0197'OFFICE IN LOMA, 0.4 KM (0.25 MI) NORTHWEST OF THE CENTER OF A CATTLE
 KM0197'GUARD AND A DIRT ROAD LEADING SOUTHWEST, 89.5 M (293.6 FT) NORTH OF
 KM0197'THE SOUTH END OF A HIGHWAY CUT, AND 18.0 M (59.1 FT) WEST OF THE
 KM0197'CENTERLINE OF THE HIGHWAY. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 KM0197'A 5-INCH LOGO CAP.
 KM0197'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 KM0197'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 KM0197
 KM0197                          STATION RECOVERY (2005)
 KM0197
 KM0197'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0197'N 39 24 25.8
 KM0197'W 108 49 02.5
 KM0197'COORDINATES NAD 83
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0181 ***********************************************************************
 KM0181  DESIGNATION -  A 428
 KM0181  PID         -  KM0181
 KM0181  STATE/COUNTY-  CO/GARFIELD
 KM0181  USGS QUAD   -  DOUGLAS PASS (1964)
 KM0181
 KM0181                         *CURRENT SURVEY CONTROL
 KM0181  ___________________________________________________________________
 KM0181* NAD 83(1986)-  39 34 54.     (N)    108 48 17.     (W)     SCALED    
 KM0181* NAVD 88     -      2123.302  (meters)    6966.20   (feet)  ADJUSTED  
 KM0181  ___________________________________________________________________
 KM0181  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 KM0181  DYNAMIC HT  -        2120.996 (meters)    6958.63  (feet)  COMP
 KM0181  MODELED GRAV-     979,464.9   (mgal)                       NAVD 88
 KM0181
 KM0181  VERT ORDER  -  FIRST     CLASS II
 KM0181
 KM0181.The horizontal coordinates were scaled from a topographic map and have
 KM0181.an estimated accuracy of +/- 6 seconds.
 KM0181
 KM0181.The orthometric height was determined by differential leveling
 KM0181.and adjusted by the National Geodetic Survey in June 1991..
 KM0181
 KM0181.The geoid height was determined by GEOID03.
 KM0181
 KM0181.The dynamic height is computed by dividing the NAVD 88
 KM0181.geopotential number by the normal gravity value computed on the
 KM0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0181.degrees latitude (g = 980.6199 gals.).
 KM0181
 KM0181.The modeled gravity was interpolated from observed gravity values.
 KM0181
 KM0181;                    North         East    Units  Estimated Accuracy
 KM0181;SPC CO C     -   504,050.      630,560.      MT  (+/- 180 meters Scaled)
 KM0181
 KM0181                          SUPERSEDED SURVEY CONTROL
 KM0181
 KM0181.No superseded survey control is available for this station.
 KM0181
 KM0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ885836(NAD 83)
 KM0181_MARKER: I = METAL ROD
 KM0181_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KM0181_SP_SET: STAINLESS STEEL ROD
 KM0181_STAMPING: A 428 1984
 KM0181_MARK LOGO: NGS   
 KM0181_PROJECTION: FLUSH
 KM0181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0181_ROD/PIPE-DEPTH: 11.0 meters
 KM0181
 KM0181  HISTORY     - Date     Condition        Report By
 KM0181  HISTORY     - 1984     MONUMENTED       NGS
 KM0181
 KM0181                          STATION DESCRIPTION
 KM0181
 KM0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0181'47.5 KM (29.5 MI) NORTH FROM LOMA.
 KM0181'47.5 KM (29.5 MI) NORTHERLY ALONG STATE HIGHWAY 139 FROM THE POST
 KM0181'OFFICE IN LOMA, 33.2 M (108.9 FT) NORTHEAST OF THE CENTERLINE OF THE
 KM0181'HIGHWAY, AND 6.1 M (20.0 FT) SOUTHEAST OF THE CENTER OF A TRACK ROAD
 KM0181'LEADING NORTHEAST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 KM0181'5-INCH LOGO CAP.
 KM0181'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 KM0181'THE MARK IS 1.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0364 ***********************************************************************
 JM0364  DESIGNATION -  A 429
 JM0364  PID         -  JM0364
 JM0364  STATE/COUNTY-  CO/MESA
 JM0364  USGS QUAD   -  DOMINGUEZ (1969)
 JM0364
 JM0364                         *CURRENT SURVEY CONTROL
 JM0364  ___________________________________________________________________
 JM0364* NAD 83(1992)-  38 51 23.14112(N)    108 18 42.04846(W)     ADJUSTED  
 JM0364* NAVD 88     -      1596.931  (meters)    5239.26   (feet)  ADJUSTED  
 JM0364  ___________________________________________________________________
 JM0364  X           -  -1,562,941.134 (meters)                     COMP
 JM0364  Y           -  -4,722,667.708 (meters)                     COMP
 JM0364  Z           -   3,980,909.375 (meters)                     COMP
 JM0364  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 JM0364  ELLIP HEIGHT-        1580.33  (meters)          (12/03/02) GPS OBS
 JM0364  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 JM0364  DYNAMIC HT  -        1595.294 (meters)    5233.89  (feet)  COMP
 JM0364  MODELED GRAV-     979,546.8   (mgal)                       NAVD 88
 JM0364
 JM0364  HORZ ORDER  -  FIRST
 JM0364  VERT ORDER  -  FIRST     CLASS II
 JM0364  ELLP ORDER  -  FOURTH    CLASS II
 JM0364
 JM0364.The horizontal coordinates were established by GPS observations
 JM0364.and adjusted by the National Geodetic Survey in June 1996..
 JM0364
 JM0364.The orthometric height was determined by differential leveling
 JM0364.and adjusted by the National Geodetic Survey in June 1991..
 JM0364
 JM0364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JM0364
 JM0364.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0364
 JM0364.The ellipsoidal height was determined by GPS observations
 JM0364.and is referenced to NAD 83.
 JM0364
 JM0364.The geoid height was determined by GEOID03.
 JM0364
 JM0364.The dynamic height is computed by dividing the NAVD 88
 JM0364.geopotential number by the normal gravity value computed on the
 JM0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0364.degrees latitude (g = 980.6199 gals.).
 JM0364
 JM0364.The modeled gravity was interpolated from observed gravity values.
 JM0364
 JM0364;                    North         East     Units Scale Factor Converg.
 JM0364;SPC CO C     -   422,147.500   670,397.018   MT  0.99994497   -1 46 23.9
 JM0364;SPC CO C     - 1,384,995.59  2,199,460.88   sFT  0.99994497   -1 46 23.9
 JM0364;UTM  12      - 4,304,279.221   733,274.446   MT  1.00027013   +1 41 14.4
 JM0364
 JM0364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0364!SPC CO C     -   0.99975211  x   0.99994497  =   0.99969709
 JM0364!UTM  12      -   0.99975211  x   1.00027013  =   1.00002217
 JM0364
 JM0364                          SUPERSEDED SURVEY CONTROL
 JM0364
 JM0364  ELLIP H (06/19/96) 1580.37   (m)                       GP(       ) 3 1
 JM0364  NAVD 88 (06/19/96) 1596.93   (m)         5239.3    (f) LEVELING    3  
 JM0364
 JM0364.Superseded values are not recommended for survey control.
 JM0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0364.See file dsdata.txt to determine how the superseded data were derived.
 JM0364
 JM0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ3327404279(NAD 83)
 JM0364_MARKER: I = METAL ROD
 JM0364_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JM0364_SP_SET: STAINLESS STEEL ROD
 JM0364_STAMPING: A 429 1984
 JM0364_MARK LOGO: NGS   
 JM0364_PROJECTION: FLUSH
 JM0364_MAGNETIC: I = MARKER IS A STEEL ROD
 JM0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JM0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0364+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2006
 JM0364_ROD/PIPE-DEPTH: 4.6  meters
 JM0364
 JM0364  HISTORY     - Date     Condition        Report By
 JM0364  HISTORY     - 1984     MONUMENTED       NGS
 JM0364  HISTORY     - 19950727 GOOD             CODOT
 JM0364  HISTORY     - 20060227 GOOD             GEOCAC
 JM0364
 JM0364                          STATION DESCRIPTION
 JM0364
 JM0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JM0364'29.3 KM (18.2 MI) NW FROM DELTA.
 JM0364'29.3 KM (18.2 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 50 FROM ITS
 JM0364'JUNCTION WITH STATE HIGHWAY 92 IN DELTA, 0.5 KM (0.3 MI) NORTHWEST OF
 JM0364'THE MESA-DELTA COUNTY LINE, 110.4 M (362.2 FT) NORTHWEST OF THE
 JM0364'CENTER OF A DIRT ROAD LEADING NORTHEAST, 45.7 M (149.9 FT) NORTHEAST
 JM0364'OF THE CENTERLINE OF THE HIGHWAY, AND 35.7 M (117.1 FT) EAST OF A
 JM0364'FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 JM0364'LOGO CAP.
 JM0364'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 JM0364'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JM0364
 JM0364                          STATION RECOVERY (1995)
 JM0364
 JM0364'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (LJ)
 JM0364'THE STATION IS LOCATED ABOUT 18.2 MI (29.3 KM) NORTHWEST OF DELTA,
 JM0364'12.15 MI (19.55 KM) SOUTHEAST OF WHITEWATER AND 0.35 MI (0.56 KM)
 JM0364'NORTHWEST OF THE MESA-DELTA COUNTY LINE, IN THE NORTHEAST 1/4 OF
 JM0364'SECTION 36, T 3 S, R 2 E, AT U.S. HIGHWAY 50 MILEPOST 52.7.
 JM0364'OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION RIGHT-OF-WAY.  TO REACH
 JM0364'THE STATION FROM U.S. HIGHWAY 50 AND STATE HIGHWAY 92 IN DELTA, GO
 JM0364'NORTHWEST ON U.S. HIGHWAY 50 FOR 18.2 MI (29.3 KM) TO THE STATION ON
 JM0364'THE RIGHT AT THE NORTHERN END OF A SMALL BARROW PIT.  THE STATION IS A
 JM0364'PUNCH MARK TOP CENTER ON A STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 JM0364'ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP SET IN A 0.7 M (2.3 FT)
 JM0364'CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 45.3 M (148.6 FT)
 JM0364'NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 50, 37.5 M (123.0 FT)
 JM0364'NORTHEAST OF THE END OF THE EASTERN END OF A GUARD RAIL WHICH IS THE
 JM0364'SECOND SET OF GUARD RAIL FROM THE COUNTY LINE, 35.75 M (117.29 FT)
 JM0364'EAST OF AN ANGLE IN A FENCE, 0.35 M (1.15 FT) SOUTH OF THE
 JM0364'RIGHT-OF-WAY FENCE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND ABOUT
 JM0364'1.7 M (5.6 FT) BELOW THE HIGHWAY.
 JM0364
 JM0364                          STATION RECOVERY (2006)
 JM0364
 JM0364'RECOVERY NOTE BY GEOCACHING 2006 (BAB)
 JM0364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0618 ***********************************************************************
 JL0618  DESIGNATION -  A 430
 JL0618  PID         -  JL0618
 JL0618  STATE/COUNTY-  CO/OURAY
 JL0618  USGS QUAD   -  OURAY (1983)
 JL0618
 JL0618                         *CURRENT SURVEY CONTROL
 JL0618  ___________________________________________________________________
 JL0618* NAD 83(1992)-  38 06 20.36023(N)    107 43 02.06329(W)     ADJUSTED  
 JL0618* NAVD 88     -      2194.500  (meters)    7199.79   (feet)  ADJUSTED  
 JL0618  ___________________________________________________________________
 JL0618  X           -  -1,529,789.270 (meters)                     COMP
 JL0618  Y           -  -4,788,488.305 (meters)                     COMP
 JL0618  Z           -   3,916,023.299 (meters)                     COMP
 JL0618  LAPLACE CORR-           9.66  (seconds)                    DEFLEC99
 JL0618  ELLIP HEIGHT-        2178.84  (meters)          (12/03/02) GPS OBS
 JL0618  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 JL0618  DYNAMIC HT  -        2191.721 (meters)    7190.67  (feet)  COMP
 JL0618  MODELED GRAV-     979,284.9   (mgal)                       NAVD 88
 JL0618
 JL0618  HORZ ORDER  -  FIRST
 JL0618  VERT ORDER  -  FIRST     CLASS II
 JL0618  ELLP ORDER  -  FOURTH    CLASS II
 JL0618
 JL0618.The horizontal coordinates were established by GPS observations
 JL0618.and adjusted by the National Geodetic Survey in March 1999..
 JL0618
 JL0618.The orthometric height was determined by differential leveling
 JL0618.and adjusted by the National Geodetic Survey in June 1991..
 JL0618
 JL0618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JL0618
 JL0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0618
 JL0618.The ellipsoidal height was determined by GPS observations
 JL0618.and is referenced to NAD 83.
 JL0618
 JL0618.The geoid height was determined by GEOID03.
 JL0618
 JL0618.The dynamic height is computed by dividing the NAVD 88
 JL0618.geopotential number by the normal gravity value computed on the
 JL0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0618.degrees latitude (g = 980.6199 gals.).
 JL0618
 JL0618.The modeled gravity was interpolated from observed gravity values.
 JL0618
 JL0618;                    North         East     Units Scale Factor Converg.
 JL0618;SPC CO S     -   466,814.724   719,962.638   MT  0.99995659   -1 21 36.0
 JL0618;SPC CO S     - 1,531,541.31  2,362,077.42   sFT  0.99995659   -1 21 36.0
 JL0618;UTM  13      - 4,221,025.610   261,754.796   MT  1.00029912   -1 40 39.5
 JL0618
 JL0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0618!SPC CO S     -   0.99965823  x   0.99995659  =   0.99961483
 JL0618!UTM  13      -   0.99965823  x   1.00029912  =   0.99995725
 JL0618
 JL0618                          SUPERSEDED SURVEY CONTROL
 JL0618
 JL0618  ELLIP H (03/16/99) 2178.81   (m)                       GP(       ) 4 1
 JL0618  NAVD 88 (03/16/99) 2194.50   (m)         7199.8    (f) LEVELING    3  
 JL0618
 JL0618.Superseded values are not recommended for survey control.
 JL0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0618.See file dsdata.txt to determine how the superseded data were derived.
 JL0618
 JL0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC6175521026(NAD 83)
 JL0618_MARKER: DB = BENCH MARK DISK
 JL0618_SETTING: 66 = SET IN ROCK OUTCROP
 JL0618_SP_SET: ROCK OUTCROP
 JL0618_STAMPING: A 430 1984
 JL0618_MARK LOGO: NGS   
 JL0618_PROJECTION: FLUSH
 JL0618_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JL0618_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0618+STABILITY: POSITION/ELEVATION WELL
 JL0618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0618+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1998
 JL0618
 JL0618  HISTORY     - Date     Condition        Report By
 JL0618  HISTORY     - 1984     MONUMENTED       NGS
 JL0618  HISTORY     - 19910625 GOOD             USPSQD
 JL0618  HISTORY     - 19980715 GOOD             CODOT
 JL0618
 JL0618                          STATION DESCRIPTION
 JL0618
 JL0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0618'10.4 KM (6.45 MI) NORTH FROM OURAY.
 JL0618'10.4 KM (6.45 MI) NORTHERLY ALONG U.S. HIGHWAY 550 FROM THE POST
 JL0618'OFFICE IN OURAY, IN TOP OF A 2- BY 7-FOOT ROCK LEDGE, NEAR THE CENTER
 JL0618'OF A HIGHWAY CUT, 3.1 KM (1.95 MI) NORTH OF THE INTERSECTION OF STATE
 JL0618'HIGHWAY 23, 11.0 M (36.1 FT) NORTHEAST OF THE CENTERLINE OF THE
 JL0618'HIGHWAY, 9.1 M (29.9 FT) NORTH OF MILEPOST 100, AND 8.4 M (27.6 FT)
 JL0618'NORTH OF THE EAST END OF A 24-INCH PIPE CULVERT.
 JL0618'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JL0618'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 JL0618
 JL0618                          STATION RECOVERY (1991)
 JL0618
 JL0618'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 JL0618'RECOVERED IN GOOD CONDITION.
 JL0618
 JL0618                          STATION RECOVERY (1998)
 JL0618
 JL0618'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (RSC)
 JL0618'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) NORTH OF OURAY AND 5 MI
 JL0618'(8.0 KM) SOUTH OF RIDGEWAY, IN THE SOUTHWESY 1/4 OF SECTION 35, T 45
 JL0618'N, R 8 W, AT U.  S.  HIGHWAY 550 MILEPOST 100.O.  OWNERSHIP--COLORADO
 JL0618'DEPT.  OF TRANSPORTATION RIGHT-OF-WAY TO REACH THE STATION FROM THE
 JL0618'POST OFFICE IN OURAY, GO NORTH ON U. S.  HIGHWAY 550 FOR 6.45 MI
 JL0618'(10.38 KM) TO A ROAD CUT AND THE STATION ON THE RIGHT.  IT IS 1.95 MI
 JL0618'(3.14 KM) NORTH OF THE INTERSECTION OF STATE HIGHWAY 23 THE MARK IS A
 JL0618'STANDARD DISK SET IN A DRILL HOLE IN THE TOP OF A 0.6 M (2.0 FT) BY
 JL0618'2.1 M (6.9 FT) BROWN SANDSTONE LEDGE NEAR THE CENTER OF THE ROAD CUT.
 JL0618'IT IS 11.0 M (36.1 FT) NORTHEAST FROM THE CENTERLINE OF THE HIGHWAY,
 JL0618'9.1 M (29.9 FT) NORTH FROM MILEPOST 100, 8.4 M (27.6 FT) NORTH FROM
 JL0618'THE EAST END OF A 24-INCH PIPE CULVERT, 0.3 M (1.0 FT) SOUTH FROM A
 JL0618'WITNESS POST AND ABOUT 1.5 M (4.9 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0945 ***********************************************************************
 JK0945  DESIGNATION -  A 431
 JK0945  PID         -  JK0945
 JK0945  STATE/COUNTY-  CO/FREMONT
 JK0945  USGS QUAD   -  ROYAL GORGE (1994)
 JK0945
 JK0945                         *CURRENT SURVEY CONTROL
 JK0945  ___________________________________________________________________
 JK0945* NAD 83(1986)-  38 29 44.     (N)    105 18 05.     (W)     SCALED    
 JK0945* NAVD 88     -      1943.311  (meters)    6375.68   (feet)  ADJUSTED  
 JK0945  ___________________________________________________________________
 JK0945  GEOID HEIGHT-         -15.88  (meters)                     GEOID03
 JK0945  DYNAMIC HT  -        1941.131 (meters)    6368.53  (feet)  COMP
 JK0945  MODELED GRAV-     979,437.6   (mgal)                       NAVD 88
 JK0945
 JK0945  VERT ORDER  -  FIRST     CLASS II
 JK0945
 JK0945.The horizontal coordinates were scaled from a topographic map and have
 JK0945.an estimated accuracy of +/- 6 seconds.
 JK0945
 JK0945.The orthometric height was determined by differential leveling
 JK0945.and adjusted by the National Geodetic Survey in June 1991..
 JK0945
 JK0945.The geoid height was determined by GEOID03.
 JK0945
 JK0945.The dynamic height is computed by dividing the NAVD 88
 JK0945.geopotential number by the normal gravity value computed on the
 JK0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0945.degrees latitude (g = 980.6199 gals.).
 JK0945
 JK0945.The modeled gravity was interpolated from observed gravity values.
 JK0945
 JK0945;                    North         East    Units  Estimated Accuracy
 JK0945;SPC CO C     -   378,330.      931,730.      MT  (+/- 180 meters Scaled)
 JK0945
 JK0945                          SUPERSEDED SURVEY CONTROL
 JK0945
 JK0945.No superseded survey control is available for this station.
 JK0945
 JK0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC737608(NAD 83)
 JK0945_MARKER: DB = BENCH MARK DISK
 JK0945_SETTING: 66 = SET IN ROCK OUTCROP
 JK0945_SP_SET: ROCK OUTCROP
 JK0945_STAMPING: A 431 1984
 JK0945_MARK LOGO: NGS   
 JK0945_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0945+STABILITY: POSITION/ELEVATION WELL
 JK0945
 JK0945  HISTORY     - Date     Condition        Report By
 JK0945  HISTORY     - 1984     MONUMENTED       NGS
 JK0945
 JK0945                          STATION DESCRIPTION
 JK0945
 JK0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0945'11.3 KM (7.0 MI) WEST FROM CANON CITY.
 JK0945'11.3 KM (7.0 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JK0945'WITH STATE HIGHWAY 115 IN CANON CITY, IN A LARGE EXPOSED AREA OF
 JK0945'BEDROCK IN A HIGHWAY CUT, 140.0 M (459.3 FT) WEST OF THE EAST END OF
 JK0945'THE CUT, 95.0 M (311.7 FT) EAST OF THE WEST END OF THE CUT, 50.0 M
 JK0945'(164.0 FT) WEST OF THE SOUTH END OF AN 18-INCH METAL PIPE CULVERT,
 JK0945'AND 7.7 M (25.3 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 JK0945'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST
 JK0945'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0938 ***********************************************************************
 JK0938  DESIGNATION -  A 432
 JK0938  PID         -  JK0938
 JK0938  STATE/COUNTY-  CO/FREMONT
 JK0938  USGS QUAD   -  MC INTYRE HILLS (1980)
 JK0938
 JK0938                         *CURRENT SURVEY CONTROL
 JK0938  ___________________________________________________________________
 JK0938* NAD 83(1986)-  38 28 49.     (N)    105 25 17.     (W)     SCALED    
 JK0938* NAVD 88     -      1770.985  (meters)    5810.31   (feet)  ADJUSTED  
 JK0938  ___________________________________________________________________
 JK0938  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 JK0938  DYNAMIC HT  -        1768.998 (meters)    5803.79  (feet)  COMP
 JK0938  MODELED GRAV-     979,444.7   (mgal)                       NAVD 88
 JK0938
 JK0938  VERT ORDER  -  FIRST     CLASS II
 JK0938
 JK0938.The horizontal coordinates were scaled from a topographic map and have
 JK0938.an estimated accuracy of +/- 6 seconds.
 JK0938
 JK0938.The orthometric height was determined by differential leveling
 JK0938.and adjusted by the National Geodetic Survey in June 1991..
 JK0938
 JK0938.The geoid height was determined by GEOID03.
 JK0938
 JK0938.The dynamic height is computed by dividing the NAVD 88
 JK0938.geopotential number by the normal gravity value computed on the
 JK0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0938.degrees latitude (g = 980.6199 gals.).
 JK0938
 JK0938.The modeled gravity was interpolated from observed gravity values.
 JK0938
 JK0938;                    North         East    Units  Estimated Accuracy
 JK0938;SPC CO C     -   376,620.      921,260.      MT  (+/- 180 meters Scaled)
 JK0938
 JK0938                          SUPERSEDED SURVEY CONTROL
 JK0938
 JK0938.No superseded survey control is available for this station.
 JK0938
 JK0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC632591(NAD 83)
 JK0938_MARKER: DB = BENCH MARK DISK
 JK0938_SETTING: 66 = SET IN ROCK OUTCROP
 JK0938_SP_SET: ROCK OUTCROP
 JK0938_STAMPING: A 432 1984
 JK0938_MARK LOGO: NGS   
 JK0938_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0938+STABILITY: POSITION/ELEVATION WELL
 JK0938
 JK0938  HISTORY     - Date     Condition        Report By
 JK0938  HISTORY     - 1984     MONUMENTED       NGS
 JK0938
 JK0938                          STATION DESCRIPTION
 JK0938
 JK0938'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0938'22.8 KM (14.15 MI) WEST FROM CANON CITY.
 JK0938'22.8 KM (14.15 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JK0938'WITH STATE HIGHWAY 115 IN CANON CITY, NEAR THE EAST END OF A 10 BY 16
 JK0938'FOOT EXPOSED AREA OF VERTICAL OUTCROPPING BEDROCK, 4.5 KM (2.8 MI)
 JK0938'WEST OF A HIGHWAY BRIDGE SPANNING THE ARKANSAS RIVER, 16.1 M (52.8
 JK0938'FT) SOUTHEAST OF THE CENTER OF A 32-INCH PIPE CULVERT, 7.9 M (25.9
 JK0938'FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 2.5 M (8.2 FT) WEST
 JK0938'OF THE EAST EDGE OF THE OUTCROP.
 JK0938'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JK0938'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0661 ***********************************************************************
 JJ0661  DESIGNATION -  A 433
 JJ0661  PID         -  JJ0661
 JJ0661  STATE/COUNTY-  CO/PROWERS
 JJ0661  USGS QUAD   -  LAMAR WEST (1979)
 JJ0661
 JJ0661                         *CURRENT SURVEY CONTROL
 JJ0661  ___________________________________________________________________
 JJ0661* NAD 83(1986)-  38 05 05.     (N)    102 40 05.     (W)     SCALED    
 JJ0661* NAVD 88     -      1109.868  (meters)    3641.29   (feet)  ADJUSTED  
 JJ0661  ___________________________________________________________________
 JJ0661  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 JJ0661  DYNAMIC HT  -        1108.807 (meters)    3637.81  (feet)  COMP
 JJ0661  MODELED GRAV-     979,635.5   (mgal)                       NAVD 88
 JJ0661
 JJ0661  VERT ORDER  -  FIRST     CLASS II
 JJ0661
 JJ0661.The horizontal coordinates were scaled from a topographic map and have
 JJ0661.an estimated accuracy of +/- 6 seconds.
 JJ0661
 JJ0661.The orthometric height was determined by differential leveling
 JJ0661.and adjusted by the National Geodetic Survey in June 1991..
 JJ0661
 JJ0661.The geoid height was determined by GEOID03.
 JJ0661
 JJ0661.The dynamic height is computed by dividing the NAVD 88
 JJ0661.geopotential number by the normal gravity value computed on the
 JJ0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0661.degrees latitude (g = 980.6199 gals.).
 JJ0661
 JJ0661.The modeled gravity was interpolated from observed gravity values.
 JJ0661
 JJ0661;                    North         East    Units  Estimated Accuracy
 JJ0661;SPC CO S     -   465,950.    1,162,800.      MT  (+/- 180 meters Scaled)
 JJ0661
 JJ0661                          SUPERSEDED SURVEY CONTROL
 JJ0661
 JJ0661.No superseded survey control is available for this station.
 JJ0661
 JJ0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC045177(NAD 83)
 JJ0661_MARKER: I = METAL ROD
 JJ0661_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JJ0661_SP_SET: STAINLESS STEEL ROD
 JJ0661_STAMPING: A 433 1985
 JJ0661_MARK LOGO: NGS   
 JJ0661_PROJECTION: FLUSH
 JJ0661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0661_ROD/PIPE-DEPTH: 7.9  meters
 JJ0661
 JJ0661  HISTORY     - Date     Condition        Report By
 JJ0661  HISTORY     - 1985     MONUMENTED       NGS
 JJ0661
 JJ0661                          STATION DESCRIPTION
 JJ0661
 JJ0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JJ0661'IN LAMAR.
 JJ0661'IN LAMAR, AT 4999 COUNTY ROAD HH, 45.4 M (148.9 FT) SOUTHEAST OF THE
 JJ0661'SOUTHEAST CORNER OF A BRICK HOUSE, 10.0 M (32.8 FT) NORTH OF THE
 JJ0661'CENTER OF THE ROAD, 4.9 M (16.1 FT) EAST OF THE CENTER OF A DRIVEWAY,
 JJ0661'3.0 M (9.8 FT) WEST OF THE CENTER OF A FIELD ENTRANCE, AND 0.4 M
 JJ0661'(1.3 FT) EAST OF A UTILITY POLE.  NOTE--ACCESS TO THE DATUM POINT IS
 JJ0661'THROUGH A 5-INCH LOGO CAP.
 JJ0661'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JJ0661'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0693 ***********************************************************************
 JJ0693  DESIGNATION -  A 434
 JJ0693  PID         -  JJ0693
 JJ0693  STATE/COUNTY-  CO/OTERO
 JJ0693  USGS QUAD   -  MANZANOLA (1954)
 JJ0693
 JJ0693                         *CURRENT SURVEY CONTROL
 JJ0693  ___________________________________________________________________
 JJ0693* NAD 83(1986)-  38 04 33.     (N)    103 46 38.     (W)     SCALED    
 JJ0693* NAVD 88     -      1288.435  (meters)    4227.14   (feet)  ADJUSTED  
 JJ0693  ___________________________________________________________________
 JJ0693  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 JJ0693  DYNAMIC HT  -        1287.137 (meters)    4222.88  (feet)  COMP
 JJ0693  MODELED GRAV-     979,577.5   (mgal)                       NAVD 88
 JJ0693
 JJ0693  VERT ORDER  -  FIRST     CLASS II
 JJ0693
 JJ0693.The horizontal coordinates were scaled from a topographic map and have
 JJ0693.an estimated accuracy of +/- 6 seconds.
 JJ0693
 JJ0693.The orthometric height was determined by differential leveling
 JJ0693.and adjusted by the National Geodetic Survey in June 1991..
 JJ0693
 JJ0693.The geoid height was determined by GEOID03.
 JJ0693
 JJ0693.The dynamic height is computed by dividing the NAVD 88
 JJ0693.geopotential number by the normal gravity value computed on the
 JJ0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0693.degrees latitude (g = 980.6199 gals.).
 JJ0693
 JJ0693.The modeled gravity was interpolated from observed gravity values.
 JJ0693
 JJ0693;                    North         East    Units  Estimated Accuracy
 JJ0693;SPC CO S     -   462,590.    1,065,550.      MT  (+/- 180 meters Scaled)
 JJ0693
 JJ0693                          SUPERSEDED SURVEY CONTROL
 JJ0693
 JJ0693.No superseded survey control is available for this station.
 JJ0693
 JJ0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC072149(NAD 83)
 JJ0693_MARKER: I = METAL ROD
 JJ0693_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JJ0693_SP_SET: STAINLESS STEEL ROD
 JJ0693_STAMPING: A 434 1985
 JJ0693_MARK LOGO: NGS   
 JJ0693_PROJECTION: FLUSH
 JJ0693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0693_ROD/PIPE-DEPTH: 18.3 meters
 JJ0693
 JJ0693  HISTORY     - Date     Condition        Report By
 JJ0693  HISTORY     - 1985     MONUMENTED       NGS
 JJ0693
 JJ0693                          STATION DESCRIPTION
 JJ0693
 JJ0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JJ0693'5.6 KM (3.5 MI) WEST FROM ROCKY FORD.
 JJ0693'5.6 KM (3.5 MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE STATION
 JJ0693'IN ROCKY FORD, 0.2 KM (0.1 MI) NORTHWEST OF THE INTERSECTION OF COUNTY
 JJ0693'ROAD 16.5, 17.0 M (55.8 FT) SOUTHEAST OF THE CENTER OF A PRIVATE DRIVE
 JJ0693'CROSSING THE TRACKS, 11.9 M (39.0 FT) SOUTHWEST OF THE CENTERLINE OF
 JJ0693'THE EASTBOUND LANES OF U.S. HIGHWAY 50, 11.5 M (37.7 FT) NORTHEAST OF
 JJ0693'THE NEAR RAIL, AND 0.8 M (2.6 FT) SOUTHWEST OF A UTILITY POLE.
 JJ0693'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JJ0693'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 JJ0693'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE7691 ***********************************************************************
 AE7691  DESIGNATION -  A 435 RESET
 AE7691  PID         -  AE7691
 AE7691  STATE/COUNTY-  CO/BACA
 AE7691  USGS QUAD   -  CAMPO (1978)
 AE7691
 AE7691                         *CURRENT SURVEY CONTROL
 AE7691  ___________________________________________________________________
 AE7691* NAD 83(1986)-  37 00 55.     (N)    102 32 05.     (W)     SCALED    
 AE7691* NAVD 88     -      1255.31   (meters)    4118.5    (feet)  RESET     
 AE7691  ___________________________________________________________________
 AE7691  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 AE7691
 AE7691  VERT ORDER  -  THIRD
 AE7691
 AE7691.The horizontal coordinates were scaled from a topographic map and have
 AE7691.an estimated accuracy of +/- 6 seconds.
 AE7691
 AE7691.The orthometric height was computed from unverified reset data.
 AE7691
 AE7691.The geoid height was determined by GEOID03.
 AE7691
 AE7691;                    North         East    Units  Estimated Accuracy
 AE7691;SPC CO S     -   347,680.    1,178,260.      MT  (+/- 180 meters Scaled)
 AE7691
 AE7691                          SUPERSEDED SURVEY CONTROL
 AE7691
 AE7691.No superseded survey control is available for this station.
 AE7691
 AE7691_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA193994(NAD 83)
 AE7691_MARKER: I = METAL ROD
 AE7691_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE7691_STAMPING: A 435 RESET 1994
 AE7691_MARK LOGO: NGS   
 AE7691_PROJECTION: FLUSH
 AE7691_MAGNETIC: I = MARKER IS A STEEL ROD
 AE7691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7691+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AE7691_ROD/PIPE-DEPTH: 7.3  meters
 AE7691
 AE7691  HISTORY     - Date     Condition        Report By
 AE7691  HISTORY     - 1994     MONUMENTED       NGS
 AE7691
 AE7691                          STATION DESCRIPTION
 AE7691
 AE7691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RSC)
 AE7691'32.1 KM (19.95 MI) NORTHERLY ALONG U.  S.  HIGHWAY 287 385 FROM THE
 AE7691'COURTHOUSE IN BOISE CITY, OKLAHOMA.  AT U.  S.  HIGHWAY 287 385
 AE7691'MILEPOST 1.6, 0.15 MI (0.24 KM) SOUTH FROM THE INTERSECTION OF COUNTY
 AE7691'ROAD C.  THE MARK IS THE TOP OF A 7.3 M (24.0 FT) LONG STAINLESS STEEL
 AE7691'ROD DRIVEN TO REFUSAL, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID,
 AE7691'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 14.7 M
 AE7691'(48.2 FT) EAST FROM THE CENTERLINE OF U.  S.  HIGHWAY 287 385, 0.6 M
 AE7691'(2.0 FT) WEST FROM THE RIGHT-OF-WAY FENCE, 0.45 M (1.48 FT) NORTHEAST
 AE7691'FROM A WITNESS POST AND ABOUT 1.5 M (4.9 FT) LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0250 ***********************************************************************
 HJ0250  DESIGNATION -  A 436
 HJ0250  PID         -  HJ0250
 HJ0250  STATE/COUNTY-  CO/BACA
 HJ0250  USGS QUAD   -  HORSE CREEK SPRINGS (1971)
 HJ0250
 HJ0250                         *CURRENT SURVEY CONTROL
 HJ0250  ___________________________________________________________________
 HJ0250* NAD 83(1992)-  37 31 41.59273(N)    102 37 14.02289(W)     ADJUSTED  
 HJ0250* NAVD 88     -      1330.340  (meters)    4364.62   (feet)  ADJUSTED  
 HJ0250  ___________________________________________________________________
 HJ0250  X           -  -1,106,786.088 (meters)                     COMP
 HJ0250  Y           -  -4,943,142.885 (meters)                     COMP
 HJ0250  Z           -   3,864,844.841 (meters)                     COMP
 HJ0250  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 HJ0250  ELLIP HEIGHT-        1307.33  (meters)          (12/03/02) GPS OBS
 HJ0250  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 HJ0250  DYNAMIC HT  -        1328.951 (meters)    4360.07  (feet)  COMP
 HJ0250  MODELED GRAV-     979,539.7   (mgal)                       NAVD 88
 HJ0250
 HJ0250  HORZ ORDER  -  FIRST
 HJ0250  VERT ORDER  -  FIRST     CLASS II
 HJ0250  ELLP ORDER  -  FOURTH    CLASS II
 HJ0250
 HJ0250.The horizontal coordinates were established by GPS observations
 HJ0250.and adjusted by the National Geodetic Survey in April 1997..
 HJ0250
 HJ0250.The orthometric height was determined by differential leveling
 HJ0250.and adjusted by the National Geodetic Survey in June 1991..
 HJ0250
 HJ0250.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HJ0250
 HJ0250.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0250
 HJ0250.The ellipsoidal height was determined by GPS observations
 HJ0250.and is referenced to NAD 83.
 HJ0250
 HJ0250.The geoid height was determined by GEOID03.
 HJ0250
 HJ0250.The dynamic height is computed by dividing the NAVD 88
 HJ0250.geopotential number by the normal gravity value computed on the
 HJ0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0250.degrees latitude (g = 980.6199 gals.).
 HJ0250
 HJ0250.The modeled gravity was interpolated from observed gravity values.
 HJ0250
 HJ0250;                    North         East     Units Scale Factor Converg.
 HJ0250;SPC CO S     -   404,341.290 1,168,870.974   MT  0.99995957   +1 45 58.3
 HJ0250;SPC CO S     - 1,326,576.38  3,834,870.85   sFT  0.99995957   +1 45 58.3
 HJ0250;UTM  13      - 4,156,132.509   710,255.265   MT  1.00014456   +1 26 59.9
 HJ0250
 HJ0250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0250!SPC CO S     -   0.99979489  x   0.99995957  =   0.99975447
 HJ0250!UTM  13      -   0.99979489  x   1.00014456  =   0.99993942
 HJ0250
 HJ0250                          SUPERSEDED SURVEY CONTROL
 HJ0250
 HJ0250  ELLIP H (04/04/97) 1307.34   (m)                       GP(       ) 4 1
 HJ0250
 HJ0250.Superseded values are not recommended for survey control.
 HJ0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0250.See file dsdata.txt to determine how the superseded data were derived.
 HJ0250
 HJ0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB1025556133(NAD 83)
 HJ0250_MARKER: I = METAL ROD
 HJ0250_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HJ0250_SP_SET: STAINLESS STEEL ROD
 HJ0250_STAMPING: A 436 1985
 HJ0250_MARK LOGO: NGS   
 HJ0250_PROJECTION: FLUSH
 HJ0250_MAGNETIC: I = MARKER IS A STEEL ROD
 HJ0250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HJ0250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HJ0250+SATELLITE: SATELLITE OBSERVATIONS - September 04, 1996
 HJ0250_ROD/PIPE-DEPTH: 6.7  meters
 HJ0250
 HJ0250  HISTORY     - Date     Condition        Report By
 HJ0250  HISTORY     - 1985     MONUMENTED       NGS
 HJ0250  HISTORY     - 19960326 GOOD             CODOT
 HJ0250  HISTORY     - 19960904 GOOD             CODOT
 HJ0250
 HJ0250                          STATION DESCRIPTION
 HJ0250
 HJ0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HJ0250'13.5 KM (8.4 MI) NORTH FROM SPRINGFIELD.
 HJ0250'13.5 KM (8.4 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 HJ0250'IN SPRINGFIELD, 0.3 KM (0.2 MI) SOUTH OF MILEPOST 39, 22.9 M (75.1 FT)
 HJ0250'WEST OF THE CENTERLINE OF THE HIGHWAY, 17.5 M (57.4 FT) NORTH OF THE
 HJ0250'CENTER OF COUNTY ROAD PP, AND 1.7 M (5.6 FT) NORTHEAST OF A UTILITY
 HJ0250'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HJ0250'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 HJ0250'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HJ0250
 HJ0250                          STATION RECOVERY (1996)
 HJ0250
 HJ0250'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (JRZ)
 HJ0250'RECOVERED AS DESCRIBED.  FROM THE COURTHOUSE IN SPRINGFIELD, TAKE US
 HJ0250'HIGHWAY 385 NORTH 13.5 KM (8.39 MI) .  STATION IS 0.3 KM (0.19 MI)
 HJ0250'SOUTH OF MILEPOST 39, 22.9 M (75.13 FT) WEST OF THE CENTER OF THE
 HJ0250'HIGHWAY, 17.5 M (57.41 FT) NORTH OF THE CENTER OF COUNTY ROAD PP, 1.7
 HJ0250'M (5.58 FT) NORTHEAST OF A UTILITY POLE, AND 0.3 M (0.98 FT) EAST OF A
 HJ0250'WITNESS POST AND FENCE.  ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH
 HJ0250'LOGO CAP.  STATION IS ABOVE THE LEVEL OF THE HIGHWAY.  STATION WAS
 HJ0250'RECOVERED IN GOOD CONDITION IN MARCH 1996.
 HJ0250
 HJ0250                          STATION RECOVERY (1996)
 HJ0250
 HJ0250'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (PGG)
 HJ0250'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0883 ***********************************************************************
 JK0883  DESIGNATION -  A 437
 JK0883  PID         -  JK0883
 JK0883  STATE/COUNTY-  CO/PUEBLO
 JK0883  USGS QUAD   -  NEPESTA (1960)
 JK0883
 JK0883                         *CURRENT SURVEY CONTROL
 JK0883  ___________________________________________________________________
 JK0883* NAD 83(1986)-  38 13 56.     (N)    104 12 55.     (W)     SCALED    
 JK0883* NAVD 88     -      1353.127  (meters)    4439.38   (feet)  ADJUSTED  
 JK0883  ___________________________________________________________________
 JK0883  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 JK0883  DYNAMIC HT  -        1351.748 (meters)    4434.86  (feet)  COMP
 JK0883  MODELED GRAV-     979,563.3   (mgal)                       NAVD 88
 JK0883
 JK0883  VERT ORDER  -  FIRST     CLASS II
 JK0883
 JK0883.The horizontal coordinates were scaled from a topographic map and have
 JK0883.an estimated accuracy of +/- 6 seconds.
 JK0883
 JK0883.The orthometric height was determined by differential leveling
 JK0883.and adjusted by the National Geodetic Survey in June 1991..
 JK0883
 JK0883.The geoid height was determined by GEOID03.
 JK0883
 JK0883.The dynamic height is computed by dividing the NAVD 88
 JK0883.geopotential number by the normal gravity value computed on the
 JK0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0883.degrees latitude (g = 980.6199 gals.).
 JK0883
 JK0883.The modeled gravity was interpolated from observed gravity values.
 JK0883
 JK0883;                    North         East    Units  Estimated Accuracy
 JK0883;SPC CO S     -   479,330.    1,026,880.      MT  (+/- 180 meters Scaled)
 JK0883
 JK0883                          SUPERSEDED SURVEY CONTROL
 JK0883
 JK0883.No superseded survey control is available for this station.
 JK0883
 JK0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC686318(NAD 83)
 JK0883_MARKER: I = METAL ROD
 JK0883_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK0883_SP_SET: STAINLESS STEEL ROD
 JK0883_STAMPING: A 437 1985
 JK0883_MARK LOGO: NGS   
 JK0883_PROJECTION: FLUSH
 JK0883_MAGNETIC: I = MARKER IS A STEEL ROD
 JK0883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0883+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1998
 JK0883_ROD/PIPE-DEPTH: 3.1  meters
 JK0883
 JK0883  HISTORY     - Date     Condition        Report By
 JK0883  HISTORY     - 1985     MONUMENTED       NGS
 JK0883  HISTORY     - 19980306 GOOD             CODOT
 JK0883
 JK0883                          STATION DESCRIPTION
 JK0883
 JK0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JK0883'35.7 KM (22.2 MI) EAST FROM PUEBLO.
 JK0883'35.7 KM (22.2 MI) EASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 JK0883'JUNCTION OF INTERSTATE HIGHWAY 25 IN PUEBLO, 1.2 KM (0.75 MI)
 JK0883'SOUTHEAST OF A POINT WHERE THE RAILROAD CROSSES THE HIGHWAY, 38.0 M
 JK0883'(124.7 FT) NORTHEAST OF THE NEAR RAIL, 37.6 M (123.4 FT) NORTHEAST OF
 JK0883'THE EAST CORNER OF A RAILROAD BRIDGE, 14.1 M (46.3 FT) SOUTHWEST OF
 JK0883'THE CENTERLINE OF STATE HIGHWAY 96, AND 1.5 M (4.9 FT) SOUTHEAST OF
 JK0883'UTILITY POLE NUMBER 28.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 JK0883'5-INCH LOGO CAP.
 JK0883'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JK0883'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 JK0883
 JK0883                          STATION RECOVERY (1998)
 JK0883
 JK0883'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (PGG)
 JK0883'RECOVERED IN GOOD CONDITION.  A WITNESS POST WAS ADDED AS THE OLD ONE
 JK0883'WAS BURNED AT THE BOTTOM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0377 ***********************************************************************
 HL0377  DESIGNATION -  A 438
 HL0377  PID         -  HL0377
 HL0377  STATE/COUNTY-  CO/LA PLATA
 HL0377  USGS QUAD   -  HERMOSA (1963)
 HL0377
 HL0377                         *CURRENT SURVEY CONTROL
 HL0377  ___________________________________________________________________
 HL0377* NAD 83(1986)-  37 29 59.     (N)    107 48 59.     (W)     SCALED    
 HL0377* NAVD 88     -      2340.660  (meters)    7679.32   (feet)  ADJUSTED  
 HL0377  ___________________________________________________________________
 HL0377  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 HL0377  DYNAMIC HT  -        2337.535 (meters)    7669.06  (feet)  COMP
 HL0377  MODELED GRAV-     979,211.5   (mgal)                       NAVD 88
 HL0377
 HL0377  VERT ORDER  -  FIRST     CLASS II
 HL0377
 HL0377.The horizontal coordinates were scaled from a topographic map and have
 HL0377.an estimated accuracy of +/- 6 seconds.
 HL0377
 HL0377.The orthometric height was determined by differential leveling
 HL0377.and adjusted by the National Geodetic Survey in June 1991..
 HL0377
 HL0377.The geoid height was determined by GEOID03.
 HL0377
 HL0377.The dynamic height is computed by dividing the NAVD 88
 HL0377.geopotential number by the normal gravity value computed on the
 HL0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0377.degrees latitude (g = 980.6199 gals.).
 HL0377
 HL0377.The modeled gravity was interpolated from observed gravity values.
 HL0377
 HL0377;                    North         East    Units  Estimated Accuracy
 HL0377;SPC CO S     -   399,800.      709,600.      MT  (+/- 180 meters Scaled)
 HL0377
 HL0377                          SUPERSEDED SURVEY CONTROL
 HL0377
 HL0377.No superseded survey control is available for this station.
 HL0377
 HL0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB510540(NAD 83)
 HL0377_MARKER: DB = BENCH MARK DISK
 HL0377_SETTING: 66 = SET IN ROCK OUTCROP
 HL0377_SP_SET: ROCK OUTCROP
 HL0377_STAMPING: A 438 1985
 HL0377_MARK LOGO: NGS   
 HL0377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0377+STABILITY: POSITION/ELEVATION WELL
 HL0377
 HL0377  HISTORY     - Date     Condition        Report By
 HL0377  HISTORY     - 1985     MONUMENTED       NGS
 HL0377
 HL0377                          STATION DESCRIPTION
 HL0377
 HL0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0377'23.8 KM (14.8 MI) NORTH FROM DURANGO.
 HL0377'23.8 KM (14.8 MI) NORTHERLY ALONG U.S. HIGHWAY 550 FROM THE DURANGO
 HL0377'COMMUNITY HOSPITAL IN DURANGO, SET VERTICALLY IN THE EAST FACE OF AN
 HL0377'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 180.0 M (590.5 FT) SOUTH OF
 HL0377'THE NORTH END OF THE CUT, AND 14.7 M (49.2 FT) WEST OF THE CENTERLINE
 HL0377'OF THE SOUTHBOUND LANES OF THE HIGHWAY.
 HL0377'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST
 HL0377'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0447 ***********************************************************************
 HL0447  DESIGNATION -  A 439
 HL0447  PID         -  HL0447
 HL0447  STATE/COUNTY-  CO/OURAY
 HL0447  USGS QUAD   -  IRONTON (1972)
 HL0447
 HL0447                         *CURRENT SURVEY CONTROL
 HL0447  ___________________________________________________________________
 HL0447* NAD 83(1986)-  37 57 41.     (N)    107 39 41.     (W)     SCALED    
 HL0447* NAVD 88     -      2933.263  (meters)    9623.55   (feet)  ADJUSTED  
 HL0447  ___________________________________________________________________
 HL0447  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 HL0447  DYNAMIC HT  -        2929.022 (meters)    9609.63  (feet)  COMP
 HL0447  MODELED GRAV-     979,077.6   (mgal)                       NAVD 88
 HL0447
 HL0447  VERT ORDER  -  FIRST     CLASS II
 HL0447
 HL0447.The horizontal coordinates were scaled from a topographic map and have
 HL0447.an estimated accuracy of +/- 6 seconds.
 HL0447
 HL0447.The orthometric height was determined by differential leveling
 HL0447.and adjusted by the National Geodetic Survey in June 1991..
 HL0447
 HL0447.The geoid height was determined by GEOID03.
 HL0447
 HL0447.The dynamic height is computed by dividing the NAVD 88
 HL0447.geopotential number by the normal gravity value computed on the
 HL0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0447.degrees latitude (g = 980.6199 gals.).
 HL0447
 HL0447.The modeled gravity was interpolated from observed gravity values.
 HL0447
 HL0447;                    North         East    Units  Estimated Accuracy
 HL0447;SPC CO S     -   450,690.      724,490.      MT  (+/- 180 meters Scaled)
 HL0447
 HL0447                          SUPERSEDED SURVEY CONTROL
 HL0447
 HL0447.No superseded survey control is available for this station.
 HL0447
 HL0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC661048(NAD 83)
 HL0447_MARKER: DB = BENCH MARK DISK
 HL0447_SETTING: 66 = SET IN ROCK OUTCROP
 HL0447_SP_SET: ROCK OUTCROP
 HL0447_STAMPING: A 439 1985
 HL0447_MARK LOGO: NGS   
 HL0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0447
 HL0447  HISTORY     - Date     Condition        Report By
 HL0447  HISTORY     - 1985     MONUMENTED       NGS
 HL0447  HISTORY     - 19910629 GOOD             USPSQD
 HL0447
 HL0447                          STATION DESCRIPTION
 HL0447
 HL0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0447'10.3 KM (6.4 MI) SOUTH FROM OURAY.
 HL0447'10.3 KM (6.4 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM THE POST OFFICE
 HL0447'IN OURAY, 0.6 KM (0.35 MI) SOUTH OF A POWERLINE CROSSING, IN THE
 HL0447'CENTER OF A 3- BY 4-FOOT EXPOSED AREA OF OUTCROPPING BEDROCK THAT
 HL0447'PROJECTS 1 FOOT, 145.0 M (475.7 FT) NORTH OF THE NORTHWEST CORNER OF A
 HL0447'STONE BUILDING, 57.0 M (187.0 FT) EAST OF A UTILITY POLE WITH A GUY
 HL0447'WIRE, AND 20.5 M (67.3 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 HL0447'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 HL0447'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HL0447
 HL0447                          STATION RECOVERY (1991)
 HL0447
 HL0447'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0412 ***********************************************************************
 LK0412  DESIGNATION -  A 439
 LK0412  PID         -  LK0412
 LK0412  STATE/COUNTY-  CO/LOGAN
 LK0412  USGS QUAD   -  PEETZ (1953)
 LK0412
 LK0412                         *CURRENT SURVEY CONTROL
 LK0412  ___________________________________________________________________
 LK0412* NAD 83(1986)-  40 57 50.     (N)    103 06 38.     (W)     SCALED    
 LK0412* NAVD 88     -      1351.953  (meters)    4435.53   (feet)  ADJUSTED  
 LK0412  ___________________________________________________________________
 LK0412  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 LK0412  DYNAMIC HT  -        1350.967 (meters)    4432.30  (feet)  COMP
 LK0412  MODELED GRAV-     979,847.2   (mgal)                       NAVD 88
 LK0412
 LK0412  VERT ORDER  -  FIRST     CLASS II
 LK0412
 LK0412.The horizontal coordinates were scaled from a topographic map and have
 LK0412.an estimated accuracy of +/- 6 seconds.
 LK0412
 LK0412.The orthometric height was determined by differential leveling
 LK0412.and adjusted by the National Geodetic Survey in June 1991..
 LK0412
 LK0412.The geoid height was determined by GEOID03.
 LK0412
 LK0412.The dynamic height is computed by dividing the NAVD 88
 LK0412.geopotential number by the normal gravity value computed on the
 LK0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0412.degrees latitude (g = 980.6199 gals.).
 LK0412
 LK0412.The modeled gravity was interpolated from observed gravity values.
 LK0412
 LK0412;                    North         East    Units  Estimated Accuracy
 LK0412;SPC CO N     -   488,560.    1,115,530.      MT  (+/- 180 meters Scaled)
 LK0412
 LK0412                          SUPERSEDED SURVEY CONTROL
 LK0412
 LK0412.No superseded survey control is available for this station.
 LK0412
 LK0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF589364(NAD 83)
 LK0412_MARKER: I = METAL ROD
 LK0412_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LK0412_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LK0412_STAMPING: A 439 1985
 LK0412_MARK LOGO: NGS   
 LK0412_PROJECTION: FLUSH
 LK0412_MAGNETIC: I = MARKER IS A STEEL ROD
 LK0412_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LK0412+STABILITY: POSITION/ELEVATION WELL
 LK0412_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LK0412+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1995
 LK0412_ROD/PIPE-DEPTH: 7.3  meters
 LK0412_SLEEVE-DEPTH  : 6.1 meters
 LK0412
 LK0412  HISTORY     - Date     Condition        Report By
 LK0412  HISTORY     - 1985     MONUMENTED       NGS
 LK0412  HISTORY     - 19950209 GOOD             MSAM
 LK0412
 LK0412                          STATION DESCRIPTION
 LK0412
 LK0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LK0412'IN PEETZ.
 LK0412'IN PEETZ, AT THE SITE OF THE CITY WATER TANK AND THE TOWN HALL
 LK0412'BUILDING, 2.9 METERS (9.5 FT) SOUTH OF THE FENCE ON THE SOUTH SIDE OF
 LK0412'THE WATER TANK, 3.1 METERS (10.2 FT) EAST OF THE NORTHEAST CORNER OF
 LK0412'THE TOWN HALL, 12.5 METERS (41 FT) WEST OF THE CENTER OF A GRAVEL ROAD
 LK0412'AND 4.6 METERS (15 FT) SOUTH OF THE SOUTHEAST LEG OF THE WATER TANK.
 LK0412'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LK0412'THE MARK IS 0.3 M ABOVE THE ROAD.
 LK0412
 LK0412                          STATION RECOVERY (1995)
 LK0412
 LK0412'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0412'THE MARK WAS RECOVERED IN GOOD CONDITION WITH CHANGES TO THE
 LK0412'DESCRIPTION.  IT IS 9.5 FT (2.9 M) SOUTH FROM A WITNESS POST IN THE
 LK0412'FENCE AROUND THE WATER TANK.  THE TOWN HALL HAS MOVED SOUTH TO MAIN
 LK0412'STREET, THE OLD BUILDING STILL EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0049 ***********************************************************************
 LM0049  DESIGNATION -  A 44
 LM0049  PID         -  LM0049
 LM0049  STATE/COUNTY-  CO/JACKSON
 LM0049  USGS QUAD   -  COALMONT (1955)
 LM0049
 LM0049                         *CURRENT SURVEY CONTROL
 LM0049  ___________________________________________________________________
 LM0049* NAD 83(1986)-  40 35 57.     (N)    106 24 01.     (W)     SCALED    
 LM0049* NAVD 88     -      2477.701  (meters)    8128.92   (feet)  POSTED    
 LM0049  ___________________________________________________________________
 LM0049  GEOID HEIGHT-         -12.17  (meters)                     GEOID03
 LM0049  DYNAMIC HT  -        2475.060 (meters)    8120.26  (feet)  COMP
 LM0049  MODELED GRAV-     979,471.6   (mgal)                       NAVD 88
 LM0049
 LM0049  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LM0049
 LM0049.The horizontal coordinates were scaled from a topographic map and have
 LM0049.an estimated accuracy of +/- 6 seconds.
 LM0049
 LM0049.The orthometric height was determined by differential leveling
 LM0049.and adjusted by the National Geodetic Survey in 1992..
 LM0049.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LM0049.rate of 1.1 thru 2.0 mm/km.
 LM0049
 LM0049.The geoid height was determined by GEOID03.
 LM0049
 LM0049.The dynamic height is computed by dividing the NAVD 88
 LM0049.geopotential number by the normal gravity value computed on the
 LM0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0049.degrees latitude (g = 980.6199 gals.).
 LM0049
 LM0049.The modeled gravity was interpolated from observed gravity values.
 LM0049
 LM0049;                    North         East    Units  Estimated Accuracy
 LM0049;SPC CO N     -   445,740.      838,200.      MT  (+/- 180 meters Scaled)
 LM0049
 LM0049                          SUPERSEDED SURVEY CONTROL
 LM0049
 LM0049  NGVD 29 (??/??/92) 2476.284  (m)         8124.28   (f) ADJ UNCH    1 2
 LM0049
 LM0049.Superseded values are not recommended for survey control.
 LM0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0049.See file dsdata.txt to determine how the superseded data were derived.
 LM0049
 LM0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE815952(NAD 83)
 LM0049_MARKER: DB = BENCH MARK DISK
 LM0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0049_STAMPING: A 44 1934
 LM0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0049+STABILITY: SURFACE MOTION
 LM0049
 LM0049  HISTORY     - Date     Condition        Report By
 LM0049  HISTORY     - 1934     MONUMENTED       CGS
 LM0049
 LM0049                          STATION DESCRIPTION
 LM0049
 LM0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LM0049'0.4 MI N FROM HEBRON.
 LM0049'0.4 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM HEBRON, 39.5 FEET
 LM0049'NORTH OF THE CENTERLINE OF THE TRACK, AND 14 FEET EAST OF A POLE. A
 LM0049'STANDARD DISK, STAMPED A 44 1934 AND SET IN THE TOP OF A CONCRETE
 LM0049'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0434 ***********************************************************************
 HL0434  DESIGNATION -  A 440
 HL0434  PID         -  HL0434
 HL0434  STATE/COUNTY-  CO/SAN JUAN
 HL0434  USGS QUAD   -  SILVERTON (1955)
 HL0434
 HL0434                         *CURRENT SURVEY CONTROL
 HL0434  ___________________________________________________________________
 HL0434* NAD 83(1986)-  37 52 29.     (N)    107 43 56.     (W)     SCALED    
 HL0434* NAVD 88     -      3174.447  (meters)   10414.83   (feet)  ADJUSTED  
 HL0434  ___________________________________________________________________
 HL0434  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 HL0434  DYNAMIC HT  -        3169.708 (meters)   10399.28  (feet)  COMP
 HL0434  MODELED GRAV-     979,021.3   (mgal)                       NAVD 88
 HL0434
 HL0434  VERT ORDER  -  FIRST     CLASS II
 HL0434
 HL0434.The horizontal coordinates were scaled from a topographic map and have
 HL0434.an estimated accuracy of +/- 6 seconds.
 HL0434
 HL0434.The orthometric height was determined by differential leveling
 HL0434.and adjusted by the National Geodetic Survey in June 1991..
 HL0434
 HL0434.The geoid height was determined by GEOID03.
 HL0434
 HL0434.The dynamic height is computed by dividing the NAVD 88
 HL0434.geopotential number by the normal gravity value computed on the
 HL0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0434.degrees latitude (g = 980.6199 gals.).
 HL0434
 HL0434.The modeled gravity was interpolated from observed gravity values.
 HL0434
 HL0434;                    North         East    Units  Estimated Accuracy
 HL0434;SPC CO S     -   441,220.      718,040.      MT  (+/- 180 meters Scaled)
 HL0434
 HL0434                          SUPERSEDED SURVEY CONTROL
 HL0434
 HL0434.No superseded survey control is available for this station.
 HL0434
 HL0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB596954(NAD 83)
 HL0434_MARKER: DB = BENCH MARK DISK
 HL0434_SETTING: 66 = SET IN ROCK OUTCROP
 HL0434_SP_SET: ROCK OUTCROP
 HL0434_STAMPING: A 440 1985
 HL0434_MARK LOGO: NGS   
 HL0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0434
 HL0434  HISTORY     - Date     Condition        Report By
 HL0434  HISTORY     - 1985     MONUMENTED       NGS
 HL0434  HISTORY     - 19910706 GOOD             USPSQD
 HL0434
 HL0434                          STATION DESCRIPTION
 HL0434
 HL0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0434'11.7 KM (7.3 MI) NORTH FROM SILVERTON.
 HL0434'11.7 KM (7.3 MI) NORTHERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 HL0434'WITH STATE HIGHWAY 110 IN SILVERTON, 0.4 KM (0.25 MI) NORTHEAST OF A
 HL0434'SIDE ROAD NEAR THE CENTER OF A SWITCHBACK IN THE HIGHWAY, IN AN
 HL0434'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 20.0 M (65.6 FT) NORTHEAST
 HL0434'OF THE NORTH END OF A 33-INCH PIPE CULVERT, AND 9.5 M (31.2 FT) NORTH
 HL0434'OF THE CENTERLINE OF THE HIGHWAY.
 HL0434'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 HL0434'THE MARK IS 2.6 M ABOVE THE HIGHWAY.
 HL0434
 HL0434                          STATION RECOVERY (1991)
 HL0434
 HL0434'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0434'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0709 ***********************************************************************
 JJ0709  DESIGNATION -  A 440
 JJ0709  PID         -  JJ0709
 JJ0709  STATE/COUNTY-  CO/PROWERS
 JJ0709  USGS QUAD   -  CARLTON (1952)
 JJ0709
 JJ0709                         *CURRENT SURVEY CONTROL
 JJ0709  ___________________________________________________________________
 JJ0709* NAD 83(1986)-  38 05 32.     (N)    102 28 00.     (W)     SCALED    
 JJ0709* NAVD 88     -      1082.663  (meters)    3552.04   (feet)  ADJUSTED  
 JJ0709  ___________________________________________________________________
 JJ0709  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 JJ0709  DYNAMIC HT  -        1081.641 (meters)    3548.68  (feet)  COMP
 JJ0709  MODELED GRAV-     979,648.1   (mgal)                       NAVD 88
 JJ0709
 JJ0709  VERT ORDER  -  FIRST     CLASS II
 JJ0709
 JJ0709.The horizontal coordinates were scaled from a topographic map and have
 JJ0709.an estimated accuracy of +/- 6 seconds.
 JJ0709
 JJ0709.The orthometric height was determined by differential leveling
 JJ0709.and adjusted by the National Geodetic Survey in June 1991..
 JJ0709
 JJ0709.The geoid height was determined by GEOID03.
 JJ0709
 JJ0709.The dynamic height is computed by dividing the NAVD 88
 JJ0709.geopotential number by the normal gravity value computed on the
 JJ0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0709.degrees latitude (g = 980.6199 gals.).
 JJ0709
 JJ0709.The modeled gravity was interpolated from observed gravity values.
 JJ0709
 JJ0709;                    North         East    Units  Estimated Accuracy
 JJ0709;SPC CO S     -   467,340.    1,180,430.      MT  (+/- 180 meters Scaled)
 JJ0709
 JJ0709                          SUPERSEDED SURVEY CONTROL
 JJ0709
 JJ0709.No superseded survey control is available for this station.
 JJ0709
 JJ0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC221190(NAD 83)
 JJ0709_MARKER: I = METAL ROD
 JJ0709_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JJ0709_SP_SET: STAINLESS STEEL ROD
 JJ0709_STAMPING: A 440 1986
 JJ0709_MARK LOGO: NGS   
 JJ0709_PROJECTION: FLUSH
 JJ0709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0709_ROD/PIPE-DEPTH: 13.6 meters
 JJ0709
 JJ0709  HISTORY     - Date     Condition        Report By
 JJ0709  HISTORY     - 1986     MONUMENTED       NGS
 JJ0709
 JJ0709                          STATION DESCRIPTION
 JJ0709
 JJ0709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JJ0709'13.7 KM (8.5 MI) EAST FROM LAMAR.
 JJ0709'13.7 KM (8.5 MI) EAST ALONG US HIGHWAY 50 FROM THE JUNCTION OF MAIN
 JJ0709'STREET AT LAMAR, AT ROAD 16, 18.0 METERS (59 FT) NORTH OF THE HIGHWAY
 JJ0709'CENTERLINE, 11.6 METERS (38.1 FT) SOUTH OF THE SOUTH RAIL, 9.3 METERS
 JJ0709'(30.5 FT) EAST OF THE CENTER OF THE ROAD AND 0.8 METER (2.5 FT) EAST
 JJ0709'OF A TELEPHONE POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 JJ0709'5-INCH LOGO CAP.
 JJ0709'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JJ0709'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0400 ***********************************************************************
 HL0400  DESIGNATION -  A 441
 HL0400  PID         -  HL0400
 HL0400  STATE/COUNTY-  CO/SAN JUAN
 HL0400  USGS QUAD   -  ENGINEER MOUNTAIN (1975)
 HL0400
 HL0400                         *CURRENT SURVEY CONTROL
 HL0400  ___________________________________________________________________
 HL0400* NAD 83(1986)-  37 41 53.     (N)    107 46 37.     (W)     SCALED    
 HL0400* NAVD 88     -      3236.104  (meters)   10617.12   (feet)  ADJUSTED  
 HL0400  ___________________________________________________________________
 HL0400  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 HL0400  DYNAMIC HT  -        3231.394 (meters)   10601.67  (feet)  COMP
 HL0400  MODELED GRAV-     979,055.6   (mgal)                       NAVD 88
 HL0400
 HL0400  VERT ORDER  -  FIRST     CLASS II
 HL0400
 HL0400.The horizontal coordinates were scaled from a topographic map and have
 HL0400.an estimated accuracy of +/- 6 seconds.
 HL0400
 HL0400.The orthometric height was determined by differential leveling
 HL0400.and adjusted by the National Geodetic Survey in June 1991..
 HL0400
 HL0400.The geoid height was determined by GEOID03.
 HL0400
 HL0400.The dynamic height is computed by dividing the NAVD 88
 HL0400.geopotential number by the normal gravity value computed on the
 HL0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0400.degrees latitude (g = 980.6199 gals.).
 HL0400
 HL0400.The modeled gravity was interpolated from observed gravity values.
 HL0400
 HL0400;                    North         East    Units  Estimated Accuracy
 HL0400;SPC CO S     -   421,720.      713,630.      MT  (+/- 180 meters Scaled)
 HL0400
 HL0400                          SUPERSEDED SURVEY CONTROL
 HL0400
 HL0400.No superseded survey control is available for this station.
 HL0400
 HL0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB551759(NAD 83)
 HL0400_MARKER: DB = BENCH MARK DISK
 HL0400_SETTING: 66 = SET IN ROCK OUTCROP
 HL0400_SP_SET: ROCK OUTCROP
 HL0400_STAMPING: A 441 1985
 HL0400_MARK LOGO: NGS   
 HL0400_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0400+STABILITY: POSITION/ELEVATION WELL
 HL0400
 HL0400  HISTORY     - Date     Condition        Report By
 HL0400  HISTORY     - 1985     MONUMENTED       NGS
 HL0400  HISTORY     - 19910709 GOOD             USPSQD
 HL0400
 HL0400                          STATION DESCRIPTION
 HL0400
 HL0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0400'22.1 KM (13.75 MI) SOUT FROM SILVERTON.
 HL0400'22.1 KM (13.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 HL0400'WITH STATE HIGHWAY 110 IN SILVERTON, NEAR THE EAST END OF A 2- BY
 HL0400'12-FOOT EXPOSED AREA OF BEDROCK IN A SMALL HIGHWAY CUT, 0.2 KM
 HL0400'(0.1 MI) SOUTH OF THE SUMMIT OF COAL BANK PASS, 8.1 M (26.6 FT) EAST
 HL0400'OF THE CENTERLINE OF THE HIGHWAY, AND 5.0 M (16.4 FT) SOUTH OF THE
 HL0400'NORTH END OF THE CUT.
 HL0400'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST
 HL0400'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 HL0400
 HL0400                          STATION RECOVERY (1991)
 HL0400
 HL0400'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0478 ***********************************************************************
 LK0478  DESIGNATION -  A 442
 LK0478  PID         -  LK0478
 LK0478  STATE/COUNTY-  CO/LOGAN
 LK0478  USGS QUAD   -  STERLING NORTH (1951)
 LK0478
 LK0478                         *CURRENT SURVEY CONTROL
 LK0478  ___________________________________________________________________
 LK0478* NAD 83(1992)-  40 40 34.12762(N)    103 09 59.08832(W)     ADJUSTED  
 LK0478* NAVD 88     -      1189.165  (meters)    3901.45   (feet)  ADJUSTED  
 LK0478  ___________________________________________________________________
 LK0478  X           -  -1,103,593.716 (meters)                     COMP
 LK0478  Y           -  -4,717,633.338 (meters)                     COMP
 LK0478  Z           -   4,135,976.369 (meters)                     COMP
 LK0478  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 LK0478  ELLIP HEIGHT-        1169.43  (meters)          (10/21/02) GPS OBS
 LK0478  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 LK0478  DYNAMIC HT  -        1188.305 (meters)    3898.63  (feet)  COMP
 LK0478  MODELED GRAV-     979,860.3   (mgal)                       NAVD 88
 LK0478
 LK0478  HORZ ORDER  -  FIRST
 LK0478  VERT ORDER  -  FIRST     CLASS II
 LK0478  ELLP ORDER  -  FIFTH     CLASS I
 LK0478
 LK0478.The horizontal coordinates were established by GPS observations
 LK0478.and adjusted by the National Geodetic Survey in July 1996..
 LK0478
 LK0478.The orthometric height was determined by differential leveling
 LK0478.and adjusted by the National Geodetic Survey in June 1991..
 LK0478
 LK0478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0478
 LK0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0478
 LK0478.The ellipsoidal height was determined by GPS observations
 LK0478.and is referenced to NAD 83.
 LK0478
 LK0478.The geoid height was determined by GEOID03.
 LK0478
 LK0478.The dynamic height is computed by dividing the NAVD 88
 LK0478.geopotential number by the normal gravity value computed on the
 LK0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0478.degrees latitude (g = 980.6199 gals.).
 LK0478
 LK0478.The modeled gravity was interpolated from observed gravity values.
 LK0478
 LK0478;                    North         East     Units Scale Factor Converg.
 LK0478;SPC CO N     -   456,493.670 1,111,670.562   MT  0.99998436   +1 30 28.1
 LK0478;SPC CO N     - 1,497,679.65  3,647,205.84   sFT  0.99998436   +1 30 28.1
 LK0478;UTM  13      - 4,504,423.720   654,963.789   MT  0.99989558   +1 11 43.2
 LK0478
 LK0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0478!SPC CO N     -   0.99981659  x   0.99998436  =   0.99980095
 LK0478!UTM  13      -   0.99981659  x   0.99989558  =   0.99971219
 LK0478
 LK0478                          SUPERSEDED SURVEY CONTROL
 LK0478
 LK0478  ELLIP H (10/08/96) 1169.45   (m)                       GP(       ) 1 1
 LK0478  ELLIP H (07/08/96) 1169.70   (m)                       GP(       ) 1 1
 LK0478  NAVD 88 (07/08/96) 1189.16   (m)         3901.4    (f) LEVELING    3  
 LK0478
 LK0478.Superseded values are not recommended for survey control.
 LK0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0478.See file dsdata.txt to determine how the superseded data were derived.
 LK0478
 LK0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF5496404424(NAD 83)
 LK0478_MARKER: I = METAL ROD
 LK0478_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0478_SP_SET: STAINLESS STEEL ROD
 LK0478_STAMPING: A 442 1986
 LK0478_MARK LOGO: NGS   
 LK0478_PROJECTION: FLUSH
 LK0478_MAGNETIC: I = MARKER IS A STEEL ROD
 LK0478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0478+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1995
 LK0478_ROD/PIPE-DEPTH: 14.6 meters
 LK0478
 LK0478  HISTORY     - Date     Condition        Report By
 LK0478  HISTORY     - 1986     MONUMENTED       NGS
 LK0478  HISTORY     - 19950220 GOOD             MSAM
 LK0478  HISTORY     - 19950628 GOOD             MSAM
 LK0478
 LK0478                          STATION DESCRIPTION
 LK0478
 LK0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LK0478'6.8 KM (4.2 MI) NE FROM STERLING.
 LK0478'6.8 KM (4.2 MI) NORTHEAST ALONG US HIGHWAY US HIGHWAY 138 FROM THE
 LK0478'POST OFFICE AT STERLING, AT A GRANITE MONUMENT FOR THE FIRST PUBLIC
 LK0478'SCHOOL, 0.72 KM (0.45 MI) SOUTHWEST OF RAILROAD MILEPOLE NUMBER 53,
 LK0478'11.5 METERS (37.7 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 9.6 METERS
 LK0478'(32 FT) WEST-NORTHWEST OF THE CENTER OF THE NORTHWEST END OF A 36-INCH
 LK0478'PIPE CULVERT UNDER THE RAILROAD, 1.1 METERS (3.7 FT) SOUTHWEST OF THE
 LK0478'SOUTHWEST FACE OF A 4 BY 2 FOOT GRANITE MONUMENT FOR THE FIRST SCHOOL
 LK0478'HOUSE, 15.0 METERS (49.3 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE
 LK0478'UNION PACIFIC RAILROAD AND 8.1 METERS (26.6 FT) WEST-NORTHWEST OF
 LK0478'RAILROAD CULVERT NUMBER 5345.  NOTE--ACCESS TO DATUM POINT IS HAD
 LK0478'THROUGH A 5-INCH LOGO CAP.
 LK0478'THE MARK IS 0.15 M BELOW THE HIGHWAY.
 LK0478
 LK0478                          STATION RECOVERY (1995)
 LK0478
 LK0478'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0478'RECOVERED AS DESCRIBED.  STATION IS IN SECTION 10, T 8 N, R 52 W, ON
 LK0478'THE SOUTHEAST SIDE OF STATE HIGHWAY 138 AT MILEPOST 4.2 .
 LK0478
 LK0478                          STATION RECOVERY (1995)
 LK0478
 LK0478'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0478'ADDED A FIBERGLASS WITNESS POST (NOAA) 1 FT (0.3 M) SOUTH OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0451 ***********************************************************************
 LK0451  DESIGNATION -  A 443
 LK0451  PID         -  LK0451
 LK0451  STATE/COUNTY-  CO/SEDGWICK
 LK0451  USGS QUAD   -  SEDGWICK (1953)
 LK0451
 LK0451                         *CURRENT SURVEY CONTROL
 LK0451  ___________________________________________________________________
 LK0451* NAD 83(1992)-  40 55 24.63123(N)    102 33 44.57393(W)     ADJUSTED  
 LK0451* NAVD 88     -      1097.001  (meters)    3599.08   (feet)  ADJUSTED  
 LK0451  ___________________________________________________________________
 LK0451  X           -  -1,049,878.511 (meters)                     COMP
 LK0451  Y           -  -4,711,414.609 (meters)                     COMP
 LK0451  Z           -   4,156,713.987 (meters)                     COMP
 LK0451  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 LK0451  ELLIP HEIGHT-        1076.96  (meters)          (12/03/02) GPS OBS
 LK0451  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 LK0451  DYNAMIC HT  -        1096.272 (meters)    3596.69  (feet)  COMP
 LK0451  MODELED GRAV-     979,921.1   (mgal)                       NAVD 88
 LK0451
 LK0451  HORZ ORDER  -  FIRST
 LK0451  VERT ORDER  -  FIRST     CLASS II
 LK0451  ELLP ORDER  -  FOURTH    CLASS II
 LK0451
 LK0451.The horizontal coordinates were established by GPS observations
 LK0451.and adjusted by the National Geodetic Survey in July 1996..
 LK0451
 LK0451.The orthometric height was determined by differential leveling
 LK0451.and adjusted by the National Geodetic Survey in June 1991..
 LK0451
 LK0451.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0451
 LK0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0451
 LK0451.The ellipsoidal height was determined by GPS observations
 LK0451.and is referenced to NAD 83.
 LK0451
 LK0451.The geoid height was determined by GEOID03.
 LK0451
 LK0451.The dynamic height is computed by dividing the NAVD 88
 LK0451.geopotential number by the normal gravity value computed on the
 LK0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0451.degrees latitude (g = 980.6199 gals.).
 LK0451
 LK0451.The modeled gravity was interpolated from observed gravity values.
 LK0451
 LK0451;                    North         East     Units Scale Factor Converg.
 LK0451;SPC CO N     -   485,465.873 1,161,805.519   MT  1.00002575   +1 53 53.1
 LK0451;SPC CO N     - 1,592,732.62  3,811,690.27   sFT  1.00002575   +1 53 53.1
 LK0451;UTM  13      - 4,533,126.865   705,253.159   MT  1.00011855   +1 35 50.4
 LK0451
 LK0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0451!SPC CO N     -   0.99983110  x   1.00002575  =   0.99985684
 LK0451!UTM  13      -   0.99983110  x   1.00011855  =   0.99994963
 LK0451
 LK0451                          SUPERSEDED SURVEY CONTROL
 LK0451
 LK0451  ELLIP H (10/08/96) 1076.99   (m)                       GP(       ) 1 1
 LK0451  ELLIP H (07/08/96) 1077.20   (m)                       GP(       ) 1 1
 LK0451  NAVD 88 (07/08/96) 1097.00   (m)         3599.1    (f) LEVELING    3  
 LK0451  NGVD 29 (02/14/92) 1096.523  (m)         3597.51   (f) ADJUSTED    1 2
 LK0451
 LK0451.Superseded values are not recommended for survey control.
 LK0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0451.See file dsdata.txt to determine how the superseded data were derived.
 LK0451
 LK0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF0525333127(NAD 83)
 LK0451_MARKER: I = METAL ROD
 LK0451_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0451_SP_SET: STAINLESS STEEL ROD
 LK0451_STAMPING: A 443 1986
 LK0451_MARK LOGO: NGS   
 LK0451_PROJECTION: FLUSH
 LK0451_MAGNETIC: I = MARKER IS A STEEL ROD
 LK0451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0451+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1995
 LK0451_ROD/PIPE-DEPTH: 14.5 meters
 LK0451
 LK0451  HISTORY     - Date     Condition        Report By
 LK0451  HISTORY     - 1986     MONUMENTED       NGS
 LK0451  HISTORY     - 19950629 GOOD             NGS
 LK0451
 LK0451                          STATION DESCRIPTION
 LK0451
 LK0451'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LK0451'3.7 KM (2.3 MI) SW FROM SEDGWICK.
 LK0451'0.08 KM (0.05 MI) SOUTH ALONG MAIN AVENUE FROM THE POST OFFICE IN
 LK0451'SEDGWICK, THENCE 3.6 KM (2.25 MI) SOUTHWEST ALONG US HIGHWAY 138, AT A
 LK0451'TRACK ROAD CROSSING OVER THE RAILROAD AND LEADING SOUTHEAST TO A
 LK0451'PASTURE LAND, AT HIGHWAY MILEPOST 41, 11.1 METERS (36.3 FT) SOUTHEAST
 LK0451'OF THE SOUTHEAST RAIL OF THE UNION PACIFIC RAILROAD, 10.4 METERS (34
 LK0451'FT) SOUTHWEST OF THE CENTER OF A IRON GATE AND A ROAD LEADING INTO THE
 LK0451'PASTURE, 0.3 METER (1 FT) NORTHWEST OF THE RIGHT OF WAY FENCE AND
 LK0451'14.9 METERS (49 FT) EAST-NORTHEAST OF A RAILROAD 3/4 MILEPOLE (THREE
 LK0451'BANDED POWER LINE POLE).  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LK0451'5-INCH LOGO CAP.
 LK0451'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LK0451'THE MARK IS 0.61 M BELOW THE RAILROAD.
 LK0451
 LK0451                          STATION RECOVERY (1995)
 LK0451
 LK0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 LK0451'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) SOUTH OF THE NORTHERN
 LK0451'COLORADO-NEBRASKA STATE LINE, 2 MI (3.2 KM) SOUTHWEST OF SEDGWICK AND
 LK0451'2 MI (3.2 KM) NORTHEAST OF DORSEY, IN THE NORTHERN 1/2 OF SECTION 23,
 LK0451'T 11 N, R 47 W, AT STATE HIGHWAY 138 MILEPOST 41.0.  OWNERSHIP--UNION
 LK0451'PACIFIC RAILROAD RIGHT-OF-WAY.  TO REACH THE STATION FROM THE THE
 LK0451'INTERSECTION OF MAIN STREET AND STATE HIGHWAY 138, GO SOUTHWEST 2.25
 LK0451'MI (3.62 KM) TO THE STATION ON THE LEFT AT A RAILROAD CROSSING.  THE
 LK0451'STATION IS A PUNCH MARK TOP CENTER ON A STAINLESS STEEL ROD DRIVEN TO
 LK0451'REFUSAL ENCASED IN A 5-INCH PVC PIPE WITH LOGO LID SET IN A 0.4 M (1.3
 LK0451'FT) CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 42.2 M (138.5 FT)
 LK0451'SOUTHEAST OF THE HIGHWAY, 37.0 M (121.4 FT) SOUTHEAST OF MILEPOST 41,
 LK0451'29.5 M (96.8 FT) SOUTHEAST OF A MCI FIBER OPTIC WARNING POST NUMBER
 LK0451'01640, 14.1 M (46.3 FT) SOUTHEAST OF THE NEAR RAIL, 10.0 M (32.8 FT)
 LK0451'WEST-NORTHWEST OF THE CENTER OF A FIELD GATE, 0.4 M (1.3 FT)
 LK0451'NORTH-NORTHEAST OF A WITNESS POST, 0.3 M (1.0 FT) NORTHWEST OF A
 LK0451'BARBED WIRE FENCE AND ABOUT 0.6 M (2.0 FT) BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4824 ***********************************************************************
 AE4824  DESIGNATION -  A 447
 AE4824  PID         -  AE4824
 AE4824  STATE/COUNTY-  CO/PROWERS
 AE4824  USGS QUAD   -  DURKEE CREEK NE (1966)
 AE4824
 AE4824                         *CURRENT SURVEY CONTROL
 AE4824  ___________________________________________________________________
 AE4824* NAD 83(1986)-  37 54 42.     (N)    102 07 02.     (W)     SCALED    
 AE4824* NAVD 88     -      1095.531  (meters)    3594.25   (feet)  ADJUSTED  
 AE4824  ___________________________________________________________________
 AE4824  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 AE4824  DYNAMIC HT  -        1094.484 (meters)    3590.82  (feet)  COMP
 AE4824  MODELED GRAV-     979,636.4   (mgal)                       NAVD 88
 AE4824
 AE4824  VERT ORDER  -  FIRST     CLASS II
 AE4824
 AE4824.The horizontal coordinates were scaled from a topographic map and have
 AE4824.an estimated accuracy of +/- 6 seconds.
 AE4824
 AE4824.The orthometric height was determined by differential leveling
 AE4824.and adjusted by the National Geodetic Survey in July 2002..
 AE4824
 AE4824.The geoid height was determined by GEOID03.
 AE4824
 AE4824.The dynamic height is computed by dividing the NAVD 88
 AE4824.geopotential number by the normal gravity value computed on the
 AE4824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4824.degrees latitude (g = 980.6199 gals.).
 AE4824
 AE4824.The modeled gravity was interpolated from observed gravity values.
 AE4824
 AE4824;                    North         East    Units  Estimated Accuracy
 AE4824;SPC CO S     -   448,360.    1,211,800.      MT  (+/- 180 meters Scaled)
 AE4824
 AE4824                          SUPERSEDED SURVEY CONTROL
 AE4824
 AE4824.No superseded survey control is available for this station.
 AE4824
 AE4824_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB534999(NAD 83)
 AE4824_MARKER: I = METAL ROD
 AE4824_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4824_STAMPING: A 447 1997
 AE4824_MARK LOGO: NGS   
 AE4824_PROJECTION: FLUSH
 AE4824_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4824_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4824+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4824_ROD/PIPE-DEPTH: 8.5  meters
 AE4824_SLEEVE-DEPTH  : 0.9 meters
 AE4824
 AE4824  HISTORY     - Date     Condition        Report By
 AE4824  HISTORY     - 1997     MONUMENTED       NGS
 AE4824
 AE4824                          STATION DESCRIPTION
 AE4824
 AE4824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4824'15.7 KM (9.75 MI) SOUTHERLY ALONG STATE HIGHWAY 89 FROM THE JUNCTION
 AE4824'OF U.S.  HIGHWAY 50 IN HOLLY, 13.3 M (43.6 FT) WEST OF THE HIGHWAY
 AE4824'CENTERLINE, 12.0 M (39.4 FT) NORTH OF THE CENTER OF A SAND ROAD, 6.8 M
 AE4824'(22.3 FT) SOUTH OF A UTILITY POLE, 2.7 M (8.9 FT) NORTH-NORTHEAST OF A
 AE4824'GAS METER, 0.4 M (1.3 FT) EAST OF A WITNESS POST, AND 0.3 M (1.0 FT)
 AE4824'BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS
 AE4824'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AE4824'SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4234 ***********************************************************************
 DF4234  DESIGNATION -  A 447
 DF4234  PID         -  DF4234
 DF4234  STATE/COUNTY-  CO/CLEAR CREEK
 DF4234  USGS QUAD   -  SQUAW PASS (1974)
 DF4234
 DF4234                         *CURRENT SURVEY CONTROL
 DF4234  ___________________________________________________________________
 DF4234* NAD 83(1986)-  39 44 46.     (N)    105 27 55.     (W)     SCALED    
 DF4234* NAVD 88     -      2236.892  (meters)    7338.87   (feet)  ADJUSTED  
 DF4234  ___________________________________________________________________
 DF4234  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 DF4234  DYNAMIC HT  -        2234.483 (meters)    7330.97  (feet)  COMP
 DF4234  MODELED GRAV-     979,468.9   (mgal)                       NAVD 88
 DF4234
 DF4234  VERT ORDER  -  FIRST     CLASS II
 DF4234
 DF4234.The horizontal coordinates were scaled from a topographic map and have
 DF4234.an estimated accuracy of +/- 6 seconds.
 DF4234
 DF4234.The orthometric height was determined by differential leveling
 DF4234.and adjusted by the National Geodetic Survey in November 2003..
 DF4234
 DF4234.The geoid height was determined by GEOID03.
 DF4234
 DF4234.The dynamic height is computed by dividing the NAVD 88
 DF4234.geopotential number by the normal gravity value computed on the
 DF4234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4234.degrees latitude (g = 980.6199 gals.).
 DF4234
 DF4234.The modeled gravity was interpolated from observed gravity values.
 DF4234
 DF4234;                    North         East    Units  Estimated Accuracy
 DF4234;SPC CO C     -   517,140.      917,380.      MT  (+/- 180 meters Scaled)
 DF4234
 DF4234                          SUPERSEDED SURVEY CONTROL
 DF4234
 DF4234.No superseded survey control is available for this station.
 DF4234
 DF4234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD601996(NAD 83)
 DF4234_MARKER: DV = VERTICAL CONTROL DISK
 DF4234_SETTING: 66 = SET IN ROCK OUTCROP
 DF4234_STAMPING: A 447 2000
 DF4234_MARK LOGO: NGS   
 DF4234_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4234_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF4234+STABILITY: POSITION/ELEVATION WELL
 DF4234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4234+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2000
 DF4234
 DF4234  HISTORY     - Date     Condition        Report By
 DF4234  HISTORY     - 20000718 MONUMENTED       NGS
 DF4234
 DF4234                          STATION DESCRIPTION
 DF4234
 DF4234'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 DF4234'THE STATION IS LOCATED ABOUT 0.5 MI EAST-NORTHEAST OF THE EASTERN
 DF4234'ENTRANCE TO THE INTERSTATE 70 TUNNEL AND 1.4 MI WEST FROM THE
 DF4234'JUNCTION OF INTERSTATE 70 AND U. S. HIGHWAY 6, IN THE
 DF4234'SOUTHEAST 1/4 OF SECTION 32, T 3 S, R 72 W.  OWNERSHIP--COLORADO
 DF4234'DEPT. OF TRANSPORTATION RIGHT-OF-WAY.
 DF4234' 
 DF4234'TO REACH THE STATION FROM THE INTERSECTION ON INTERSTATE 70 AND
 DF4234'THE UNDERPASS OF EXIT 243, HIDDEN VALLEY, GO SOUTH-SOUTHWEST ON
 DF4234'THE UNDERPASS ROAD FOR 0.05 MI TO A T-INTERSECTION, SOUTHERN
 DF4234'ACCESS ROAD. TURN RIGHT, WEST, ON THE ACCESS ROAD FOR 0.2 MI TO
 DF4234'THE STATION ON THE RIGHT. THIS BENCH MARK IS ABOUT 100 M SOUTH
 DF4234'FROM BENCH MARK --5A RESET--.
 DF4234' 
 DF4234'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN METAMORPHIC
 DF4234'BEDROCK NEAR THE FOOT OF A SHEAR ROCK WALL. IT IS 32.3 M SOUTH
 DF4234'FROM A POWER POLE THAT IS AT A BEND IN THE LINE OF POLES, 8.2 M
 DF4234'SOUTHEAST FROM THE CENTER OF THE SOUTHERN ACCESS ROAD, 2.5 M
 DF4234'SOUTHEAST FROM A WITNESS POST, 1.1 M WEST FROM A SHEAR ROCK WALL
 DF4234'AND ABOUT 0.6 M ABOVE THE ROAD.
 DF4234' 
 DF4234' 
 DF4234' 
 DF4234' 
 DF4234' 
 DF4234' 
 DF4234'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4257 ***********************************************************************
 DF4257  DESIGNATION -  A 448
 DF4257  PID         -  DF4257
 DF4257  STATE/COUNTY-  CO/JEFFERSON
 DF4257  USGS QUAD   -  MORRISON (1994)
 DF4257
 DF4257                         *CURRENT SURVEY CONTROL
 DF4257  ___________________________________________________________________
 DF4257* NAD 83(1992)-  39 42 13.39802(N)    105 14 49.79563(W)     ADJUSTED  
 DF4257* NAVD 88     -      2158.351  (meters)    7081.19   (feet)  ADJUSTED  
 DF4257  ___________________________________________________________________
 DF4257  X           -  -1,292,678.650 (meters)                     COMP
 DF4257  Y           -  -4,742,414.907 (meters)                     COMP
 DF4257  Z           -   4,054,100.129 (meters)                     COMP
 DF4257  LAPLACE CORR-         -20.29  (seconds)                    DEFLEC99
 DF4257  ELLIP HEIGHT-        2143.26  (meters)          (10/27/04) GPS OBS
 DF4257  GEOID HEIGHT-         -15.13  (meters)                     GEOID03
 DF4257  DYNAMIC HT  -        2156.089 (meters)    7073.77  (feet)  COMP
 DF4257  MODELED GRAV-     979,500.5   (mgal)                       NAVD 88
 DF4257
 DF4257  HORZ ORDER  -  FIRST
 DF4257  VERT ORDER  -  FIRST     CLASS II
 DF4257  ELLP ORDER  -  FOURTH    CLASS II
 DF4257
 DF4257.The horizontal coordinates were established by GPS observations
 DF4257.and adjusted by the MOUNTAIN SURVEYING in October 2004..
 DF4257
 DF4257.The orthometric height was determined by differential leveling
 DF4257.and adjusted by the National Geodetic Survey in November 2003..
 DF4257
 DF4257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4257
 DF4257.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4257
 DF4257.The ellipsoidal height was determined by GPS observations
 DF4257.and is referenced to NAD 83.
 DF4257
 DF4257.The geoid height was determined by GEOID03.
 DF4257
 DF4257.The dynamic height is computed by dividing the NAVD 88
 DF4257.geopotential number by the normal gravity value computed on the
 DF4257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4257.degrees latitude (g = 980.6199 gals.).
 DF4257
 DF4257.The modeled gravity was interpolated from observed gravity values.
 DF4257
 DF4257;                    North         East     Units Scale Factor Converg.
 DF4257;SPC CO C     -   512,463.939   936,085.149   MT  0.99999117   +0 09 34.1
 DF4257;SPC CO C     - 1,681,308.77  3,071,139.36   sFT  0.99999117   +0 09 34.1
 DF4257;UTM  13      - 4,394,903.261   478,811.119   MT  0.99960553   -0 09 28.4
 DF4257
 DF4257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4257!SPC CO C     -   0.99966387  x   0.99999117  =   0.99965504
 DF4257!UTM  13      -   0.99966387  x   0.99960553  =   0.99926953
 DF4257
 DF4257                          SUPERSEDED SURVEY CONTROL
 DF4257
 DF4257  NAVD 88 (10/27/04) 2158.35   (m)         7081.2    (f) LEVELING    3  
 DF4257
 DF4257.Superseded values are not recommended for survey control.
 DF4257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4257.See file dsdata.txt to determine how the superseded data were derived.
 DF4257
 DF4257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7881194903(NAD 83)
 DF4257_MARKER: DV = VERTICAL CONTROL DISK
 DF4257_SETTING: 66 = SET IN ROCK OUTCROP
 DF4257_STAMPING: A 448 2000
 DF4257_MARK LOGO: NGS   
 DF4257_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4257_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF4257+STABILITY: POSITION/ELEVATION WELL
 DF4257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4257+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 DF4257
 DF4257  HISTORY     - Date     Condition        Report By
 DF4257  HISTORY     - 20000817 MONUMENTED       NGS
 DF4257  HISTORY     - 20030910 GOOD             NGS
 DF4257  HISTORY     - 20040130 GOOD             MSAM
 DF4257
 DF4257                          STATION DESCRIPTION
 DF4257
 DF4257'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 DF4257'THE STATION IS LOCATED ABOUT 4.6 MI NORTHWEST OF MORRISON, 3.7 MI
 DF4257'SOUTHWEST OF GOLDEN AND 2.2 MI WEST-NORTHWEST OF THE MOUTH OF
 DF4257'MOUNT VERNON CANYON, NEAR THE CENTER OF SECTION 17, T 4 S, R 70 W,
 DF4257'AT U.S. HIGHWAY 40 MILEPOST 282.15.  OWNERSHIP--COLORADO DEPT. OF
 DF4257'TRANSPORTATION RIGHT-OF-WAY.
 DF4257' 
 DF4257'TO REACH THE STATION FROM INTERSTATE 70 AND THE OVERPASS AT EXIT
 DF4257'256, LOOKOUT MOUNTAIN ROAD, GO NORTH 0.05 MI TO THE T-INTERSECTION
 DF4257'OF U. S. HIGHWAY 40, THE NORTHERN ACCESS ROAD. TURN RIGHT, EAST, ON
 DF4257'U. S. HIGHWAY 40 FOR 0.2 MI TO THE STATION ON THE LEFT AT A SMALL
 DF4257'ROAD CUT.
 DF4257' 
 DF4257'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN A ROCK OUTCROP
 DF4257'AT THE BASE OF THE CUT MEASURING 4 M HIGH BY 10 M LONG. IT IS 6.9 M
 DF4257'NORTH FROM THE CENTER LINE OF U. S. HIGHWAY 40, 1.8 M NORTH FROM
 DF4257'THE EDGE OF OIL, 0.9 M SOUTHEAST FROM A WITNESS POST AND ABOUT
 DF4257'EVEN WITH THE HIGHWAY.
 DF4257'
 DF4257
 DF4257                          STATION RECOVERY (2003)
 DF4257
 DF4257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 DF4257'NOT SUITABLE FOR GRAVITY OBSERVATIONS.
 DF4257
 DF4257                          STATION RECOVERY (2004)
 DF4257
 DF4257'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (KCH)
 DF4257'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2004 (BAJ)
 DF4257'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5533 ***********************************************************************
 DF5533  DESIGNATION -  A 449
 DF5533  PID         -  DF5533
 DF5533  STATE/COUNTY-  CO/SUMMIT
 DF5533  USGS QUAD   -  FRISCO (1987)
 DF5533
 DF5533                         *CURRENT SURVEY CONTROL
 DF5533  ___________________________________________________________________
 DF5533* NAD 83(1986)-  39 34 28.     (N)    106 06 37.     (W)     SCALED    
 DF5533* NAVD 88     -      2778.624  (meters)    9116.20   (feet)  ADJUSTED  
 DF5533  ___________________________________________________________________
 DF5533  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 DF5533  DYNAMIC HT  -        2775.160 (meters)    9104.84  (feet)  COMP
 DF5533  MODELED GRAV-     979,279.6   (mgal)                       NAVD 88
 DF5533
 DF5533  VERT ORDER  -  FIRST     CLASS II
 DF5533
 DF5533.The horizontal coordinates were scaled from a topographic map and have
 DF5533.an estimated accuracy of +/- 6 seconds.
 DF5533
 DF5533.The orthometric height was determined by differential leveling
 DF5533.and adjusted by the National Geodetic Survey in November 2003..
 DF5533
 DF5533.The geoid height was determined by GEOID03.
 DF5533
 DF5533.The dynamic height is computed by dividing the NAVD 88
 DF5533.geopotential number by the normal gravity value computed on the
 DF5533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5533.degrees latitude (g = 980.6199 gals.).
 DF5533
 DF5533.The modeled gravity was interpolated from observed gravity values.
 DF5533
 DF5533;                    North         East    Units  Estimated Accuracy
 DF5533;SPC CO C     -   498,260.      861,970.      MT  (+/- 180 meters Scaled)
 DF5533
 DF5533                          SUPERSEDED SURVEY CONTROL
 DF5533
 DF5533.No superseded survey control is available for this station.
 DF5533
 DF5533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD046811(NAD 83)
 DF5533_MARKER: DV = VERTICAL CONTROL DISK
 DF5533_SETTING: 66 = SET IN ROCK OUTCROP
 DF5533_STAMPING: A 449 2001
 DF5533_MARK LOGO: NGS   
 DF5533_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5533_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF5533+STABILITY: POSITION/ELEVATION WELL
 DF5533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5533+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2001
 DF5533
 DF5533  HISTORY     - Date     Condition        Report By
 DF5533  HISTORY     - 20010802 MONUMENTED       NGS
 DF5533  HISTORY     - 20030910 GOOD             NGS
 DF5533
 DF5533                          STATION DESCRIPTION
 DF5533
 DF5533'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5533'THE STATION IS LOCATED IN THE TOWN OF FRISCO, IN THE NORTHWEST 1/4 OF
 DF5533'SECTION 34, T 5 S, R
 DF5533'78 W. OWNERSHIP--SUMMIT COUNTY PROPERTY.
 DF5533' 
 DF5533'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 70 AND EXIT
 DF5533'201, FRISCO-MAIN
 DF5533'STREET EXIT, GO EAST ON MAIN STREET FOR 0.3 MI TO AN ENTRANCE TO A
 DF5533'BIKE PATH. TURN RIGHT,
 DF5533'SOUTH, ON THE BIKE PATH FOR 0.05 MI TO A T-INTERSECTION. TURN RIGHT,
 DF5533'WEST, ON THE BIKE PATH
 DF5533'FOR 0.05 MI TO THE STATION ON THE LEFT.
 DF5533' 
 DF5533'TO REACH THE STATION FROM INTERSTATE 70 AND EXIT 198, OFFICERS GULCH
 DF5533'REST AREA, GO EAST
 DF5533'FOR 0.05 MI TO THE END OF THE PAVED ROAD. CONTINUE AHEAD, EAST, THAN
 DF5533'NORTH ON THE DIRT
 DF5533'ROAD FOR 0.1 MI TO THE BIKE PATH WHICH IS PAVED. TURN LEFT, NORTH, ON
 DF5533'THE BIKE PATH FOR 3.2
 DF5533'MI TO THE STATION ON THE RIGHT.
 DF5533' 
 DF5533'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF A VERY
 DF5533'LARGE ROCK
 DF5533'OUTCROP 40 M BY 10 M. IT IS 43.0 M SOUTHEAST FROM THE EAST END OF A
 DF5533'PEDESTRIAN BRIDGE
 DF5533'OVER TEN MILE CREEK, 15.7 M SOUTHEAST FROM A FORK IN THE BIKE PATH,
 DF5533'9.4 M SOUTH FROM THE
 DF5533'CENTER OF THE BIKE PATH, 0.6 M NORTH FROM A WITNESS POST AND ABOUT 30
 DF5533'CM ABOVE THE BIKE
 DF5533'PATH.
 DF5533'
 DF5533
 DF5533                          STATION RECOVERY (2003)
 DF5533
 DF5533'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 DF5533'NOT SUITABLE FOR GRAVITY OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0286 ***********************************************************************
 LM0286  DESIGNATION -  A 45
 LM0286  PID         -  LM0286
 LM0286  STATE/COUNTY-  CO/ROUTT
 LM0286  USGS QUAD   -  BLACKTAIL MOUNTAIN (1969)
 LM0286
 LM0286                         *CURRENT SURVEY CONTROL
 LM0286  ___________________________________________________________________
 LM0286* NAD 83(1986)-  40 22 09.     (N)    106 47 23.     (W)     SCALED    
 LM0286* NAVD 88     -      2285.445  (meters)    7498.16   (feet)  ADJUSTED  
 LM0286  ___________________________________________________________________
 LM0286  GEOID HEIGHT-         -12.37  (meters)                     GEOID03
 LM0286  DYNAMIC HT  -        2282.975 (meters)    7490.06  (feet)  COMP
 LM0286  MODELED GRAV-     979,463.5   (mgal)                       NAVD 88
 LM0286
 LM0286  VERT ORDER  -  FIRST     CLASS II
 LM0286
 LM0286.The horizontal coordinates were scaled from a topographic map and have
 LM0286.an estimated accuracy of +/- 6 seconds.
 LM0286
 LM0286.The orthometric height was determined by differential leveling
 LM0286.and adjusted by the National Geodetic Survey in June 1991..
 LM0286
 LM0286.The geoid height was determined by GEOID03.
 LM0286
 LM0286.The dynamic height is computed by dividing the NAVD 88
 LM0286.geopotential number by the normal gravity value computed on the
 LM0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0286.degrees latitude (g = 980.6199 gals.).
 LM0286
 LM0286.The modeled gravity was interpolated from observed gravity values.
 LM0286
 LM0286;                    North         East    Units  Estimated Accuracy
 LM0286;SPC CO N     -   420,610.      804,870.      MT  (+/- 180 meters Scaled)
 LM0286
 LM0286                          SUPERSEDED SURVEY CONTROL
 LM0286
 LM0286  NGVD 29 (??/??/92) 2284.015  (m)         7493.47   (f) ADJ UNCH    1 2
 LM0286
 LM0286.Superseded values are not recommended for survey control.
 LM0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0286.See file dsdata.txt to determine how the superseded data were derived.
 LM0286
 LM0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE480702(NAD 83)
 LM0286_MARKER: DB = BENCH MARK DISK
 LM0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0286_STAMPING: A 45 1934
 LM0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0286+STABILITY: SURFACE MOTION
 LM0286
 LM0286  HISTORY     - Date     Condition        Report By
 LM0286  HISTORY     - 1934     MONUMENTED       CGS
 LM0286
 LM0286                          STATION DESCRIPTION
 LM0286
 LM0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LM0286'5.3 MI E FROM SIDNEY.
 LM0286'5.3 MILES EAST ALONG U.S. HIGHWAY 40 FROM SIDNEY, AT U.S. BUREAU OF
 LM0286'PUBLIC ROADS STATION 947+30, AND 46 FEET NORTHEAST OF THE CENTERLINE
 LM0286'OF THE HIGHWAY.  A STANDARD DISK, STAMPED A 45 1934 AND SET IN THE TOP
 LM0286'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5526 ***********************************************************************
 DF5526  DESIGNATION -  A 450
 DF5526  PID         -  DF5526
 DF5526  STATE/COUNTY-  CO/SUMMIT
 DF5526  USGS QUAD   -  FRISCO (1987)
 DF5526
 DF5526                         *CURRENT SURVEY CONTROL
 DF5526  ___________________________________________________________________
 DF5526* NAD 83(1986)-  39 37 11.     (N)    106 04 22.     (W)     SCALED    
 DF5526* NAVD 88     -      2714.514  (meters)    8905.87   (feet)  ADJUSTED  
 DF5526  ___________________________________________________________________
 DF5526  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 DF5526  DYNAMIC HT  -        2711.186 (meters)    8894.95  (feet)  COMP
 DF5526  MODELED GRAV-     979,302.7   (mgal)                       NAVD 88
 DF5526
 DF5526  VERT ORDER  -  FIRST     CLASS II
 DF5526
 DF5526.The horizontal coordinates were scaled from a topographic map and have
 DF5526.an estimated accuracy of +/- 6 seconds.
 DF5526
 DF5526.The orthometric height was determined by differential leveling
 DF5526.and adjusted by the National Geodetic Survey in November 2003..
 DF5526
 DF5526.The geoid height was determined by GEOID03.
 DF5526
 DF5526.The dynamic height is computed by dividing the NAVD 88
 DF5526.geopotential number by the normal gravity value computed on the
 DF5526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5526.degrees latitude (g = 980.6199 gals.).
 DF5526
 DF5526.The modeled gravity was interpolated from observed gravity values.
 DF5526
 DF5526;                    North         East    Units  Estimated Accuracy
 DF5526;SPC CO C     -   503,260.      865,220.      MT  (+/- 180 meters Scaled)
 DF5526
 DF5526                          SUPERSEDED SURVEY CONTROL
 DF5526
 DF5526.No superseded survey control is available for this station.
 DF5526
 DF5526_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD079861(NAD 83)
 DF5526_MARKER: DV = VERTICAL CONTROL DISK
 DF5526_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DF5526_SP_SET: CULVERT HEADWALL
 DF5526_STAMPING: A 450 2001
 DF5526_MARK LOGO: NGS   
 DF5526_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5526+STABILITY: SURFACE MOTION
 DF5526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5526+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 DF5526
 DF5526  HISTORY     - Date     Condition        Report By
 DF5526  HISTORY     - 20010828 MONUMENTED       NGS
 DF5526  HISTORY     - 20060915 GOOD             USPSQD
 DF5526
 DF5526                          STATION DESCRIPTION
 DF5526
 DF5526'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5526'THE STATION IS LOCATED ABOUT 3.5 MI NORTHEAST OF FRISCO, 1.0 MI
 DF5526'SOUTH-SOUTHWEST OF
 DF5526'SILVERTHORNE AND 0.55 MI NORTH OF OLD DILLON RESERVOIR, IN THE
 DF5526'NORTHEAST 1/4 OF SECTION
 DF5526'13, T 5 S, R 78 W, AT INTERSTATE 70 MILEPOST 204.7.
 DF5526'OWNERSHIP--COLORADO DEPARTMENT OF
 DF5526'TRANSPORTATION RIGHT-OF-WAY.
 DF5526' 
 DF5526'TO REACH THE STATION FROM INTERSTATE 70 EXIT 203, FRISCO-BRECKENRIDGE
 DF5526'EXIT, AND STATE
 DF5526'HIGHWAY 9 SOUTH, GO NORTHEAST ON THE EASTBOUND LANES OF THE INTERSTATE
 DF5526'FOR 2.35 MI TO
 DF5526'THE STATION ON THE RIGHT, DOWN THE SHOULDER TO A HEADWALL.
 DF5526' 
 DF5526'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF THE
 DF5526'SOUTHEAST END OF A
 DF5526'CONCRETE HEADWALL 3.1 M LONG BY 1.8 M HIGH. IT IS 25.4 M NORTHEAST
 DF5526'FROM THE EDGE OF OIL
 DF5526'FOR EASTBOUND INTERSTATE 70 LANES, 25.0 M NORTHEAST FROM THE EASTERN
 DF5526'GUARD RAIL FOR
 DF5526'EASTBOUND INTERSTATE 70 SLOPE DISTANCE, 6.7 M NORTHEAST FROM A WITNESS
 DF5526'POST SLOPE
 DF5526'DISTANCE, 6.2 M EAST FROM AN IRON POST SLOPE DISTANCE AND ABOUT 6 M
 DF5526'BELOW THE
 DF5526'INTERSTATE.
 DF5526'
 DF5526
 DF5526                          STATION RECOVERY (2006)
 DF5526
 DF5526'RECOVERY NOTE BY US POWER SQUADRON 2006 (EDS)
 DF5526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5500 ***********************************************************************
 DF5500  DESIGNATION -  A 451
 DF5500  PID         -  DF5500
 DF5500  STATE/COUNTY-  CO/CLEAR CREEK
 DF5500  USGS QUAD   -  LOVELAND PASS (1987)
 DF5500
 DF5500                         *CURRENT SURVEY CONTROL
 DF5500  ___________________________________________________________________
 DF5500* NAD 83(1992)-  39 40 43.27525(N)    105 54 14.14275(W)     ADJUSTED  
 DF5500* NAVD 88     -      3376.820  (meters)   11078.78   (feet)  ADJUSTED  
 DF5500  ___________________________________________________________________
 DF5500  X           -  -1,347,697.417 (meters)                     COMP
 DF5500  Y           -  -4,729,897.636 (meters)                     COMP
 DF5500  Z           -   4,052,740.179 (meters)                     COMP
 DF5500  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 DF5500  ELLIP HEIGHT-        3364.27  (meters)          (10/27/04) GPS OBS
 DF5500  GEOID HEIGHT-         -12.37  (meters)                     GEOID03
 DF5500  DYNAMIC HT  -        3372.113 (meters)   11063.34  (feet)  COMP
 DF5500  MODELED GRAV-     979,110.0   (mgal)                       NAVD 88
 DF5500
 DF5500  HORZ ORDER  -  FIRST
 DF5500  VERT ORDER  -  FIRST     CLASS II
 DF5500  ELLP ORDER  -  FOURTH    CLASS II
 DF5500
 DF5500.The horizontal coordinates were established by GPS observations
 DF5500.and adjusted by the MOUNTAIN SURVEYING in October 2004..
 DF5500
 DF5500.The orthometric height was determined by differential leveling
 DF5500.and adjusted by the National Geodetic Survey in November 2003..
 DF5500
 DF5500.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5500
 DF5500.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5500
 DF5500.The ellipsoidal height was determined by GPS observations
 DF5500.and is referenced to NAD 83.
 DF5500
 DF5500.The geoid height was determined by GEOID03.
 DF5500
 DF5500.The dynamic height is computed by dividing the NAVD 88
 DF5500.geopotential number by the normal gravity value computed on the
 DF5500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5500.degrees latitude (g = 980.6199 gals.).
 DF5500
 DF5500.The modeled gravity was interpolated from observed gravity values.
 DF5500
 DF5500;                    North         East     Units Scale Factor Converg.
 DF5500;SPC CO C     -   509,731.333   879,748.262   MT  0.99998667   -0 15 17.1
 DF5500;SPC CO C     - 1,672,343.55  2,886,307.42   sFT  0.99998667   -0 15 17.1
 DF5500;UTM  13      - 4,392,486.121   422,479.898   MT  0.99967398   -0 34 37.8
 DF5500
 DF5500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5500!SPC CO C     -   0.99947248  x   0.99998667  =   0.99945916
 DF5500!UTM  13      -   0.99947248  x   0.99967398  =   0.99914663
 DF5500
 DF5500                          SUPERSEDED SURVEY CONTROL
 DF5500
 DF5500  NAVD 88 (10/27/04) 3376.82   (m)        11078.8    (f) LEVELING    3  
 DF5500
 DF5500.Superseded values are not recommended for survey control.
 DF5500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5500.See file dsdata.txt to determine how the superseded data were derived.
 DF5500
 DF5500_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD2248092486(NAD 83)
 DF5500_MARKER: DV = VERTICAL CONTROL DISK
 DF5500_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DF5500_SP_SET: STUCTURE BUTTRESS
 DF5500_STAMPING: A 451 2001
 DF5500_MARK LOGO: NGS   
 DF5500_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5500+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 DF5500
 DF5500  HISTORY     - Date     Condition        Report By
 DF5500  HISTORY     - 20010906 MONUMENTED       NGS
 DF5500  HISTORY     - 20040130 GOOD             MSAM
 DF5500
 DF5500                          STATION DESCRIPTION
 DF5500
 DF5500'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5500'THE STATION IS LOCATED ABOUT 1.7 MI NORTHWEST OF LOVELAND PASS AND AT
 DF5500'THE EAST END OF
 DF5500'THE EISENHOWER MEMORIAL TUNNEL. OWNERSHIP--COLORADO DEPARTMENT OF
 DF5500'TRANSPORTATION.
 DF5500' 
 DF5500'TO REACH THE STATION FROM EITHER PARKING AREA AT THE EAST PORTAL OF
 DF5500'THE EISENHOWER
 DF5500'MEMORIAL TUNNEL, TAKE THE TURN AROUND ROAD THAT RUNS OVER THE TOP OF
 DF5500'THE TUNNEL TO
 DF5500'THE STATION BY THE CHAINLINK FENCE THAT RUNS AROUND THE VENT FANS ON
 DF5500'THE ROOF OF THE
 DF5500'EAST PORTAL STRUCTURE. PERMISSION IS REQUIRED TO USE THIS MARK FROM
 DF5500'THE TUNNEL
 DF5500'ENGINEER.
 DF5500' 
 DF5500'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF A
 DF5500'CONCRETE BUTTRESS NEAR
 DF5500'THE SOUTHERN CORNER OF THE STRUCTURE. IT IS 30.5 M SOUTHEAST FROM THE
 DF5500'CENTER OF THE
 DF5500'GATE TO THE ROOF OF THE STUCTURE, 11.35 M NORTHEAST FROM THE CENTER
 DF5500'LINE OF THE ACCESS
 DF5500'ROAD OVER THE TUNNEL, 5.1 M EAST-NORTHEAST FROM THE END OF THE
 DF5500'GUARDRAIL, 0.65 M
 DF5500'WEST-NORTHWEST FROM A WITNESS POST, 0.65 M NORTHEAST FROM THE
 DF5500'SOUTHWEST WALL, 0.3 M
 DF5500'SOUTHWEST FROM THE SOUTHWEST WALL AND ABOUT 1.75 M ABOVE THE ROAD.
 DF5500'
 DF5500
 DF5500                          STATION RECOVERY (2004)
 DF5500
 DF5500'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (KCH)
 DF5500'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2004 (BAJ)
 DF5500'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9139 ***********************************************************************
 DH9139  DESIGNATION -  A 457
 DH9139  PID         -  DH9139
 DH9139  STATE/COUNTY-  CO/ADAMS
 DH9139  USGS QUAD   -  BRIGHTON (1994)
 DH9139
 DH9139                         *CURRENT SURVEY CONTROL
 DH9139  ___________________________________________________________________
 DH9139* NAD 83(1986)-  39 55 18.     (N)    104 49 22.     (W)     SCALED    
 DH9139* NAVD 88     -      1544.061  (meters)    5065.81   (feet)  ADJUSTED  
 DH9139  ___________________________________________________________________
 DH9139  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 DH9139  DYNAMIC HT  -        1542.643 (meters)    5061.15  (feet)  COMP
 DH9139  MODELED GRAV-     979,654.1   (mgal)                       NAVD 88
 DH9139
 DH9139  VERT ORDER  -  SECOND    CLASS I
 DH9139
 DH9139.The horizontal coordinates were scaled from a topographic map and have
 DH9139.an estimated accuracy of +/- 6 seconds.
 DH9139
 DH9139.The orthometric height was determined by differential leveling
 DH9139.and adjusted by the National Geodetic Survey in July 2006..
 DH9139
 DH9139.The geoid height was determined by GEOID03.
 DH9139
 DH9139.The dynamic height is computed by dividing the NAVD 88
 DH9139.geopotential number by the normal gravity value computed on the
 DH9139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9139.degrees latitude (g = 980.6199 gals.).
 DH9139
 DH9139.The modeled gravity was interpolated from observed gravity values.
 DH9139
 DH9139;                    North         East    Units  Estimated Accuracy
 DH9139;SPC CO N     -   370,340.      972,300.      MT  (+/- 180 meters Scaled)
 DH9139
 DH9139                          SUPERSEDED SURVEY CONTROL
 DH9139
 DH9139.No superseded survey control is available for this station.
 DH9139
 DH9139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE151190(NAD 83)
 DH9139_MARKER: F = FLANGE-ENCASED ROD
 DH9139_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9139_STAMPING: A 457 2005
 DH9139_MARK LOGO: NGS   
 DH9139_PROJECTION: FLUSH
 DH9139_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9139+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 DH9139_ROD/PIPE-DEPTH:  5.9 meters
 DH9139_SLEEVE-DEPTH  :  0.9 meters
 DH9139
 DH9139  HISTORY     - Date     Condition        Report By
 DH9139  HISTORY     - 20051026 MONUMENTED       WOOLPT
 DH9139
 DH9139                          STATION DESCRIPTION
 DH9139
 DH9139'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9139'DESCRIBED BY WOOLPERT,INC. 2005 (CRR)
 DH9139' 
 DH9139'THE STATION IS LOCATED 15 KM (9.4 MI) NORTHWEST OF THE DIA TERMINAL,
 DH9139'7.1 KM (4.4 MI) SOUTH OF  THE CITY OF BRIGHTON, AND 7.0 KM (4.4 MI)
 DH9139'NORTHEAST OF THE INTERSECTION OF I76 AND STATE  HIGHWAY 85.  OWNERSHIP
 DH9139'- ADAMS COUNTY HIGHWAY DEPARTMENT.
 DH9139' 
 DH9139'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 2 AND EAST
 DH9139'124TH AVENUE,  TRAVEL WEST ON EAST 124TH AVENUE 0.4 KM (0.25 MI) TO
 DH9139'THE STATION ON THE RIGHT.
 DH9139' 
 DH9139'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 DH9139'REFUSAL A DEPTH OF 5.9  M, ENCASED IN A 90 CM LONG GREASED SLEEVE,
 DH9139'ENCLOSED IN A 6 INCH PVC PIPE WITH LOGO CAP  SURROUNDED BY A CONCRETE
 DH9139'COLLAR SET FLUSH WITH THE GROUND.  IT IS 9.0 M (29.7 FT) NORTH  OF THE
 DH9139'CENTERLINE OF EAST 124TH AVENUE, ON THE SOUTHWEST EDGE OF A GROUP OF
 DH9139'TREES, 1.3  M (4.4 FT) SOUTHWEST OF A RAILROAD TIE POST, AND 0.6 M
 DH9139'(2.0 FT) SOUTH OF A CARSONITE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0023 ***********************************************************************
 LN0023  DESIGNATION -  A 46
 LN0023  PID         -  LN0023
 LN0023  STATE/COUNTY-  CO/MOFFAT
 LN0023  USGS QUAD   -  SUNBEAM (1986)
 LN0023
 LN0023                         *CURRENT SURVEY CONTROL
 LN0023  ___________________________________________________________________
 LN0023* NAD 83(1986)-  40 32 59.     (N)    108 10 00.     (W)     SCALED    
 LN0023* NAVD 88     -      1804.676  (meters)    5920.84   (feet)  POSTED    
 LN0023  ___________________________________________________________________
 LN0023  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 LN0023  DYNAMIC HT  -        1802.950 (meters)    5915.18  (feet)  COMP
 LN0023  MODELED GRAV-     979,604.3   (mgal)                       NAVD 88
 LN0023
 LN0023  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LN0023
 LN0023.The horizontal coordinates were scaled from a topographic map and have
 LN0023.an estimated accuracy of +/- 6 seconds.
 LN0023
 LN0023.The orthometric height was determined by differential leveling
 LN0023.and adjusted by the National Geodetic Survey in 1992..
 LN0023.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LN0023.rate of 1.1 thru 2.0 mm/km.
 LN0023
 LN0023.The geoid height was determined by GEOID03.
 LN0023
 LN0023.The dynamic height is computed by dividing the NAVD 88
 LN0023.geopotential number by the normal gravity value computed on the
 LN0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0023.degrees latitude (g = 980.6199 gals.).
 LN0023
 LN0023.The modeled gravity was interpolated from observed gravity values.
 LN0023
 LN0023;                    North         East    Units  Estimated Accuracy
 LN0023;SPC CO N     -   443,260.      688,560.      MT  (+/- 180 meters Scaled)
 LN0023
 LN0023                          SUPERSEDED SURVEY CONTROL
 LN0023
 LN0023  NGVD 29 (??/??/92) 1803.383  (m)         5916.60   (f) ADJ UNCH    1 2
 LN0023
 LN0023.Superseded values are not recommended for survey control.
 LN0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0023.See file dsdata.txt to determine how the superseded data were derived.
 LN0023
 LN0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK399926(NAD 83)
 LN0023_MARKER: DB = BENCH MARK DISK
 LN0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0023_STAMPING: A 46 1934
 LN0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0023+STABILITY: SURFACE MOTION
 LN0023
 LN0023  HISTORY     - Date     Condition        Report By
 LN0023  HISTORY     - 1934     MONUMENTED       CGS
 LN0023  HISTORY     - 1958     MARK NOT FOUND   USGS
 LN0023
 LN0023                          STATION DESCRIPTION
 LN0023
 LN0023'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 LN0023'5.5 MI W FROM MAYBELL.
 LN0023'5.5 MILES WEST ALONG U. S. HIGHWAY 40 FROM MAYBELL, MOFFAT COUNTY, AND
 LN0023'30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 LN0023'STAMPED A 46 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0419 ***********************************************************************
 KL0419  DESIGNATION -  A 47
 KL0419  PID         -  KL0419
 KL0419  STATE/COUNTY-  CO/EAGLE
 KL0419  USGS QUAD   -  WOLCOTT (1987)
 KL0419
 KL0419                         *CURRENT SURVEY CONTROL
 KL0419  ___________________________________________________________________
 KL0419* NAD 83(1986)-  39 39 30.     (N)    106 38 09.     (W)     SCALED    
 KL0419* NAVD 88     -      2170.313  (meters)    7120.44   (feet)  ADJUSTED  
 KL0419  ___________________________________________________________________
 KL0419  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 KL0419  DYNAMIC HT  -        2167.870 (meters)    7112.42  (feet)  COMP
 KL0419  MODELED GRAV-     979,424.0   (mgal)                       NAVD 88
 KL0419
 KL0419  VERT ORDER  -  FIRST     CLASS II
 KL0419
 KL0419.The horizontal coordinates were scaled from a topographic map and have
 KL0419.an estimated accuracy of +/- 6 seconds.
 KL0419
 KL0419.The orthometric height was determined by differential leveling
 KL0419.and adjusted by the National Geodetic Survey in June 1991..
 KL0419
 KL0419.The geoid height was determined by GEOID03.
 KL0419
 KL0419.The dynamic height is computed by dividing the NAVD 88
 KL0419.geopotential number by the normal gravity value computed on the
 KL0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0419.degrees latitude (g = 980.6199 gals.).
 KL0419
 KL0419.The modeled gravity was interpolated from observed gravity values.
 KL0419
 KL0419;                    North         East    Units  Estimated Accuracy
 KL0419;SPC CO C     -   508,000.      816,930.      MT  (+/- 180 meters Scaled)
 KL0419
 KL0419                          SUPERSEDED SURVEY CONTROL
 KL0419
 KL0419  NGVD 29 (??/??/92) 2168.898  (m)         7115.79   (f) ADJ UNCH    1 2
 KL0419
 KL0419.Superseded values are not recommended for survey control.
 KL0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0419.See file dsdata.txt to determine how the superseded data were derived.
 KL0419
 KL0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD596911(NAD 83)
 KL0419_MARKER: DB = BENCH MARK DISK
 KL0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0419+STABILITY: SURFACE MOTION
 KL0419
 KL0419  HISTORY     - Date     Condition        Report By
 KL0419  HISTORY     - 1934     MONUMENTED       CGS
 KL0419  HISTORY     - 1959     GOOD             NGS
 KL0419
 KL0419                          STATION DESCRIPTION
 KL0419
 KL0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KL0419'4.2 MI SE FROM WOLCOTT.
 KL0419'4.2 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KL0419'FROM WOLCOTT, EAGLE COUNTY, 381 FEET EAST OF A PHONE BOOTH AT WEST
 KL0419'WILMOR, 21.5 FEET SOUTH OF THE CENTERLINE OF AN EAST-AND-WEST ROAD,
 KL0419'AND 31.5 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 KL0419'STAMPED A 47 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0100 ***********************************************************************
 LN0100  DESIGNATION -  A 48
 LN0100  PID         -  LN0100
 LN0100  STATE/COUNTY-  CO/MOFFAT
 LN0100  USGS QUAD   -  MELLEN HILL (1962)
 LN0100
 LN0100                         *CURRENT SURVEY CONTROL
 LN0100  ___________________________________________________________________
 LN0100* NAD 83(1986)-  40 14 38.     (N)    108 56 00.     (W)     SCALED    
 LN0100* NAVD 88     -      1843.844  (meters)    6049.34   (feet)  POSTED    
 LN0100  ___________________________________________________________________
 LN0100  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 LN0100  DYNAMIC HT  -        1842.140 (meters)    6043.75  (feet)  COMP
 LN0100  MODELED GRAV-     979,635.7   (mgal)                       NAVD 88
 LN0100
 LN0100  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LN0100
 LN0100.The horizontal coordinates were scaled from a topographic map and have
 LN0100.an estimated accuracy of +/- 6 seconds.
 LN0100
 LN0100.The orthometric height was determined by differential leveling
 LN0100.and adjusted by the National Geodetic Survey in 1992..
 LN0100.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LN0100.rate of 0.0 thru 1.0 mm/km.
 LN0100
 LN0100.The geoid height was determined by GEOID03.
 LN0100
 LN0100.The dynamic height is computed by dividing the NAVD 88
 LN0100.geopotential number by the normal gravity value computed on the
 LN0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0100.degrees latitude (g = 980.6199 gals.).
 LN0100
 LN0100.The modeled gravity was interpolated from observed gravity values.
 LN0100
 LN0100;                    North         East    Units  Estimated Accuracy
 LN0100;SPC CO N     -   411,560.      622,350.      MT  (+/- 180 meters Scaled)
 LN0100
 LN0100                          SUPERSEDED SURVEY CONTROL
 LN0100
 LN0100  NGVD 29 (??/??/92) 1842.609  (m)         6045.29   (f) ADJ UNCH    1 2
 LN0100
 LN0100.Superseded values are not recommended for survey control.
 LN0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0100.See file dsdata.txt to determine how the superseded data were derived.
 LN0100
 LN0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK757568(NAD 83)
 LN0100_MARKER: DB = BENCH MARK DISK
 LN0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0100_STAMPING: A 48 1934
 LN0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0100+STABILITY: SURFACE MOTION
 LN0100
 LN0100  HISTORY     - Date     Condition        Report By
 LN0100  HISTORY     - 1934     MONUMENTED       CGS
 LN0100
 LN0100                          STATION DESCRIPTION
 LN0100
 LN0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0100'16.5 MI W FROM MASSADONA.
 LN0100'16.5 MILES WEST ALONG U. S. HIGHWAY 40 FROM MASSADONA, MOFFAT COUNTY,
 LN0100'57.2 FEET NORTHEAST OF THE NORTH END OF A 15-INCH IRON CULVERT, 78.2
 LN0100'FEET NORTHWEST OF TELEPHONE POLE 10385, AND 36 FEET NORTH OF THE
 LN0100'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED A 48 1934 AND SET
 LN0100'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0216 ***********************************************************************
 KL0216  DESIGNATION -  A 5
 KL0216  PID         -  KL0216
 KL0216  STATE/COUNTY-  CO/CHAFFEE
 KL0216  USGS QUAD   -  SOUTH PEAK (1994)
 KL0216
 KL0216                         *CURRENT SURVEY CONTROL
 KL0216  ___________________________________________________________________
 KL0216* NAD 83(1986)-  39 01 20.     (N)    106 14 15.     (W)     SCALED    
 KL0216* NAVD 88     -      2688.506  (meters)    8820.54   (feet)  ADJUSTED  
 KL0216  ___________________________________________________________________
 KL0216  GEOID HEIGHT-         -13.35  (meters)                     GEOID03
 KL0216  DYNAMIC HT  -        2685.009 (meters)    8809.07  (feet)  COMP
 KL0216  MODELED GRAV-     979,230.2   (mgal)                       NAVD 88
 KL0216
 KL0216  VERT ORDER  -  FIRST     CLASS II
 KL0216
 KL0216.The horizontal coordinates were scaled from a topographic map and have
 KL0216.an estimated accuracy of +/- 6 seconds.
 KL0216
 KL0216.The orthometric height was determined by differential leveling
 KL0216.and adjusted by the National Geodetic Survey in June 1991..
 KL0216
 KL0216.The geoid height was determined by GEOID03.
 KL0216
 KL0216.The dynamic height is computed by dividing the NAVD 88
 KL0216.geopotential number by the normal gravity value computed on the
 KL0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0216.degrees latitude (g = 980.6199 gals.).
 KL0216
 KL0216.The modeled gravity was interpolated from observed gravity values.
 KL0216
 KL0216;                    North         East    Units  Estimated Accuracy
 KL0216;SPC CO C     -   437,040.      850,540.      MT  (+/- 180 meters Scaled)
 KL0216
 KL0216                          SUPERSEDED SURVEY CONTROL
 KL0216
 KL0216  NGVD 29 (??/??/92) 2686.824  (m)         8815.02   (f) ADJ UNCH    1 2
 KL0216
 KL0216.Superseded values are not recommended for survey control.
 KL0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0216.See file dsdata.txt to determine how the superseded data were derived.
 KL0216
 KL0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD928199(NAD 83)
 KL0216_MARKER: DB = BENCH MARK DISK
 KL0216_SETTING: 80 = SET IN A BOULDER
 KL0216_SP_SET: BOULDER
 KL0216_STAMPING: A 5 1925
 KL0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0216+STABILITY: SURFACE MOTION
 KL0216
 KL0216  HISTORY     - Date     Condition        Report By
 KL0216  HISTORY     - 1925     MONUMENTED       CGS
 KL0216  HISTORY     - 1953     GOOD             NGS
 KL0216
 KL0216                          STATION DESCRIPTION
 KL0216
 KL0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KL0216'2.3 MI SE FROM YALE.
 KL0216'2.3 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KL0216'FROM THE STATION AT YALE, 0.6 MILE SOUTHEAST OF A ROAD CROSSING, 0.3
 KL0216'MILE SOUTHEAST OF SEMAPHORE 255.3, 102 FEET SOUTH OF MILEPOST 255, 85
 KL0216'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 35 FEET NORTHEAST OF A FENCE, 3
 KL0216'FEET ABOVE THE GROUND, SET IN THE TOP OF A 3X4 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0153 ***********************************************************************
 KK0153  DESIGNATION -  A 53
 KK0153  PID         -  KK0153
 KK0153  STATE/COUNTY-  CO/ELBERT
 KK0153  USGS QUAD   -  KIOWA (1994)
 KK0153
 KK0153                         *CURRENT SURVEY CONTROL
 KK0153  ___________________________________________________________________
 KK0153* NAD 83(1986)-  39 19 35.     (N)    104 23 57.     (W)     SCALED    
 KK0153* NAVD 88     -      1973.521  (meters)    6474.79   (feet)  POSTED    
 KK0153  ___________________________________________________________________
 KK0153  GEOID HEIGHT-         -17.92  (meters)                     GEOID03
 KK0153  DYNAMIC HT  -        1971.490 (meters)    6468.13  (feet)  COMP
 KK0153  MODELED GRAV-     979,528.8   (mgal)                       NAVD 88
 KK0153
 KK0153  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0153
 KK0153.The horizontal coordinates were scaled from a topographic map and have
 KK0153.an estimated accuracy of +/- 6 seconds.
 KK0153
 KK0153.The orthometric height was determined by differential leveling
 KK0153.and adjusted by the National Geodetic Survey in 1992..
 KK0153.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0153.rate of 0.0 thru 1.0 mm/km.
 KK0153
 KK0153.The geoid height was determined by GEOID03.
 KK0153
 KK0153.The dynamic height is computed by dividing the NAVD 88
 KK0153.geopotential number by the normal gravity value computed on the
 KK0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0153.degrees latitude (g = 980.6199 gals.).
 KK0153
 KK0153.The modeled gravity was interpolated from observed gravity values.
 KK0153
 KK0153;                    North         East    Units  Estimated Accuracy
 KK0153;SPC CO C     -   471,120.    1,009,320.      MT  (+/- 180 meters Scaled)
 KK0153
 KK0153                          SUPERSEDED SURVEY CONTROL
 KK0153
 KK0153  NGVD 29 (??/??/92) 1972.553  (m)         6471.62   (f) ADJ UNCH    2 0
 KK0153
 KK0153.Superseded values are not recommended for survey control.
 KK0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0153.See file dsdata.txt to determine how the superseded data were derived.
 KK0153
 KK0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED517531(NAD 83)
 KK0153_MARKER: DB = BENCH MARK DISK
 KK0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0153_STAMPING: A 53 1934
 KK0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0153+STABILITY: SURFACE MOTION
 KK0153
 KK0153  HISTORY     - Date     Condition        Report By
 KK0153  HISTORY     - 1934     MONUMENTED       CGS
 KK0153  HISTORY     - 1970     GOOD             USGS
 KK0153
 KK0153                          STATION DESCRIPTION
 KK0153
 KK0153'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KK0153'3.9 MI E FROM KIOWA.
 KK0153'NEW DESCRIPTION-- 3.9 MILES EAST ALONG STATE HWY. 86 FROM THE
 KK0153'COURTHOUSE AT KIOWA, ELBERT COUNTY, ABOUT 1400 FEET WEST OF A GRAVEL
 KK0153'ROAD SOUTH, 162 FEET SOUTH OF THE CENTERLINE OF THE HWY., AND 35
 KK0153'FEET SOUTH OF A FENCE.  A STANDARD DISK STAMPED A 53 1934, AND SET
 KK0153'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0248 ***********************************************************************
 KK0248  DESIGNATION -  A 54 RESET
 KK0248  PID         -  KK0248
 KK0248  STATE/COUNTY-  CO/ELBERT
 KK0248  USGS QUAD   -  PONDEROSA PARK (1994)
 KK0248
 KK0248                         *CURRENT SURVEY CONTROL
 KK0248  ___________________________________________________________________
 KK0248* NAD 83(1986)-  39 25 47.     (N)    104 39 44.     (W)     SCALED    
 KK0248* NAVD 88     -      2036.14   (+/-2cm)    6680.2    (feet)  VERTCON   
 KK0248  ___________________________________________________________________
 KK0248  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 KK0248
 KK0248  VERT ORDER  -  THIRD (See Below)
 KK0248
 KK0248.The horizontal coordinates were scaled from a topographic map and have
 KK0248.an estimated accuracy of +/- 6 seconds.
 KK0248
 KK0248.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK0248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK0248.The vertical order pertains to the NGVD 29 superseded value.
 KK0248
 KK0248.The geoid height was determined by GEOID03.
 KK0248
 KK0248;                    North         East    Units  Estimated Accuracy
 KK0248;SPC CO C     -   482,350.      986,530.      MT  (+/- 180 meters Scaled)
 KK0248
 KK0248                          SUPERSEDED SURVEY CONTROL
 KK0248
 KK0248  NGVD 29 (03/28/06) 2035.14   (m)         6677.0    (f) RESET       3  
 KK0248
 KK0248.Superseded values are not recommended for survey control.
 KK0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0248.See file dsdata.txt to determine how the superseded data were derived.
 KK0248
 KK0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED290645(NAD 83)
 KK0248_MARKER: DB = BENCH MARK DISK
 KK0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0248_STAMPING: A 54 RESET 1972
 KK0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0248+STABILITY: SURFACE MOTION
 KK0248
 KK0248  HISTORY     - Date     Condition        Report By
 KK0248  HISTORY     - 1972     MONUMENTED       NGS
 KK0248
 KK0248                          STATION DESCRIPTION
 KK0248
 KK0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 KK0248'7.1 MI N FROM ELIZABETH.
 KK0248'7.1 MILES NORTH ALONG THE COLORADO AND SOUTHERN RAILWAY FROM
 KK0248'ELIZABETH, 9.3 MILES SOUTHEAST OF PARKER BY WAY OF STATE HIGHWAY 83
 KK0248'AND COUNTY ROAD 71 TO THE DOUGLAS-ELBERT COUNTY LINE THENCE SOUTH
 KK0248'TO THE BENCH MARK, 1000 FEET WEST OF THE NORTH-MOST OF TWO
 KK0248'MICRO-WAVE TOWERS, 80 FEET NORTH OF THE CENTER LINE OF THE ABANDONED
 KK0248'COLORADO AND SOUTHERN RAILWAY AT THE EAST FENCE LINE, 80 FEET SOUTH
 KK0248'OF A POWER LINE POLE ON THE EAST SIDE OF THE COUNTY ROAD (FIRST
 KK0248'POLE SOUTH OF A POLE WITH A TRANSFORMER), 50 FEET SOUTH OF THE
 KK0248'CENTER LINE OF A CHAIN LINK GATE ON THE EAST SIDE OF THE COUNTY ROAD,
 KK0248'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0048 ***********************************************************************
 KK0048  DESIGNATION -  A 55
 KK0048  PID         -  KK0048
 KK0048  STATE/COUNTY-  CO/ADAMS
 KK0048  USGS QUAD   -  BENNETT (1975)
 KK0048
 KK0048                         *CURRENT SURVEY CONTROL
 KK0048  ___________________________________________________________________
 KK0048* NAD 83(1986)-  39 52 07.     (N)    104 24 50.     (W)     SCALED    
 KK0048* NAVD 88     -      1595.886  (meters)    5235.84   (feet)  ADJUSTED  
 KK0048  ___________________________________________________________________
 KK0048  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 KK0048  DYNAMIC HT  -        1594.434 (meters)    5231.07  (feet)  COMP
 KK0048  MODELED GRAV-     979,660.1   (mgal)                       NAVD 88
 KK0048
 KK0048  VERT ORDER  -  SECOND    CLASS 0
 KK0048
 KK0048.The horizontal coordinates were scaled from a topographic map and have
 KK0048.an estimated accuracy of +/- 6 seconds.
 KK0048
 KK0048.The orthometric height was determined by differential leveling
 KK0048.and adjusted by the National Geodetic Survey in June 1991..
 KK0048
 KK0048.The geoid height was determined by GEOID03.
 KK0048
 KK0048.The dynamic height is computed by dividing the NAVD 88
 KK0048.geopotential number by the normal gravity value computed on the
 KK0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0048.degrees latitude (g = 980.6199 gals.).
 KK0048
 KK0048.The modeled gravity was interpolated from observed gravity values.
 KK0048
 KK0048;                    North         East    Units  Estimated Accuracy
 KK0048;SPC CO N     -   364,800.    1,007,320.      MT  (+/- 180 meters Scaled)
 KK0048
 KK0048                          SUPERSEDED SURVEY CONTROL
 KK0048
 KK0048  NGVD 29 (??/??/92) 1595.017  (m)         5232.98   (f) ADJ UNCH    2 0
 KK0048
 KK0048.Superseded values are not recommended for survey control.
 KK0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0048.See file dsdata.txt to determine how the superseded data were derived.
 KK0048
 KK0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE501133(NAD 83)
 KK0048_MARKER: DB = BENCH MARK DISK
 KK0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0048_STAMPING: A 55 1934
 KK0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0048+STABILITY: SURFACE MOTION
 KK0048
 KK0048  HISTORY     - Date     Condition        Report By
 KK0048  HISTORY     - 1934     MONUMENTED       CGS
 KK0048
 KK0048                          STATION DESCRIPTION
 KK0048
 KK0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0048'8.2 MI N FROM BENNETT.
 KK0048'8.2 MILES NORTH ALONG STATE HIGHWAY 79 FROM BENNETT, ADAMS
 KK0048'COUNTY, 45 FEET NORTHWEST OF THE JUNCTION OF A ROAD, AND 2
 KK0048'FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED A 55 1934 AND
 KK0048'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0337 ***********************************************************************
 KJ0337  DESIGNATION -  A 56
 KJ0337  PID         -  KJ0337
 KJ0337  STATE/COUNTY-  CO/LINCOLN
 KJ0337  USGS QUAD   -  LUSTO SPRINGS (1973)
 KJ0337
 KJ0337                         *CURRENT SURVEY CONTROL
 KJ0337  ___________________________________________________________________
 KJ0337* NAD 83(1992)-  39 33 57.61096(N)    103 35 40.87564(W)     ADJUSTED  
 KJ0337* NAVD 88     -      1614.581  (meters)    5297.17   (feet)  ADJUSTED  
 KJ0337  ___________________________________________________________________
 KJ0337  X           -  -1,157,577.218 (meters)                     COMP
 KJ0337  Y           -  -4,786,792.584 (meters)                     COMP
 KJ0337  Z           -   4,041,971.183 (meters)                     COMP
 KJ0337  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 KJ0337  ELLIP HEIGHT-        1594.84  (meters)          (12/03/02) GPS OBS
 KJ0337  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 KJ0337  DYNAMIC HT  -        1613.081 (meters)    5292.25  (feet)  COMP
 KJ0337  MODELED GRAV-     979,640.3   (mgal)                       NAVD 88
 KJ0337
 KJ0337  HORZ ORDER  -  FIRST
 KJ0337  VERT ORDER  -  SECOND    CLASS 0
 KJ0337  ELLP ORDER  -  FOURTH    CLASS II
 KJ0337
 KJ0337.The horizontal coordinates were established by GPS observations
 KJ0337.and adjusted by the National Geodetic Survey in July 1995..
 KJ0337
 KJ0337.The orthometric height was determined by differential leveling
 KJ0337.and adjusted by the National Geodetic Survey in June 1991..
 KJ0337
 KJ0337.Photographs are available for this station.
 KJ0337
 KJ0337.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KJ0337
 KJ0337.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0337
 KJ0337.The ellipsoidal height was determined by GPS observations
 KJ0337.and is referenced to NAD 83.
 KJ0337
 KJ0337.The geoid height was determined by GEOID03.
 KJ0337
 KJ0337.The dynamic height is computed by dividing the NAVD 88
 KJ0337.geopotential number by the normal gravity value computed on the
 KJ0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0337.degrees latitude (g = 980.6199 gals.).
 KJ0337
 KJ0337.The modeled gravity was interpolated from observed gravity values.
 KJ0337
 KJ0337;                    North         East     Units Scale Factor Converg.
 KJ0337;SPC CO C     -   498,860.312 1,078,112.031   MT  0.99996878   +1 12 06.0
 KJ0337;SPC CO C     - 1,636,677.54  3,537,105.89   sFT  0.99996878   +1 12 06.0
 KJ0337;UTM  13      - 4,380,532.686   620,715.316   MT  0.99977941   +0 53 42.9
 KJ0337
 KJ0337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0337!SPC CO C     -   0.99974985  x   0.99996878  =   0.99971864
 KJ0337!UTM  13      -   0.99974985  x   0.99977941  =   0.99952932
 KJ0337
 KJ0337                          SUPERSEDED SURVEY CONTROL
 KJ0337
 KJ0337  ELLIP H (07/20/95) 1594.84   (m)                       GP(       ) 4 1
 KJ0337  NAVD 88 (07/20/95) 1614.55   (m)         5297.1    (f) LEVELING    3  
 KJ0337  NGVD 29 (??/??/92) 1613.767  (m)         5294.50   (f) ADJ UNCH    2 0
 KJ0337
 KJ0337.Superseded values are not recommended for survey control.
 KJ0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0337.See file dsdata.txt to determine how the superseded data were derived.
 KJ0337
 KJ0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD2071580533(NAD 83)
 KJ0337_MARKER: DB = BENCH MARK DISK
 KJ0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0337_STAMPING: A 56 1935
 KJ0337_MARK LOGO: CGS   
 KJ0337_PROJECTION: PROJECTING 30 CENTIMETERS
 KJ0337_MAGNETIC: N = NO MAGNETIC MATERIAL
 KJ0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0337+STABILITY: SURFACE MOTION
 KJ0337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0337+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2001
 KJ0337
 KJ0337  HISTORY     - Date     Condition        Report By
 KJ0337  HISTORY     - 1935     MONUMENTED       CGS
 KJ0337  HISTORY     - 1973     GOOD             USGS
 KJ0337  HISTORY     - 19930331 GOOD             CODH
 KJ0337  HISTORY     - 20010507 GOOD             CODOT
 KJ0337
 KJ0337                          STATION DESCRIPTION
 KJ0337
 KJ0337'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 KJ0337'12.6 MI S FROM LAST CHANCE.
 KJ0337'ABOUT 12.3 MILES SOUTH OF LAST CHANCE ALONG STATE HWY. 71 AND
 KJ0337'ABOUT 0.25 MILE EAST ALONG COUNTY ROAD NEAR OLD HIGHWAY CROSSING,
 KJ0337'123 FT. WEST AND 39 FT. SOUTH OF OLD CROSSING.  STANDARD DISK SET
 KJ0337'IN THE TOP OF A CONCRETE POST.
 KJ0337
 KJ0337                          STATION RECOVERY (1993)
 KJ0337
 KJ0337'RECOVERY NOTE BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1993 (KAW)
 KJ0337'THE STATION WILL BE USED DURING A GPS PROJECT. STATION IS LOCATED
 KJ0337'ABOUT 24 MI (38.6 KM) NORTH OF LIMON ALONG STATE HIGHWAY 71 IN THE
 KJ0337'NORTHWEST 1/4 OF SECTION 6, T 6 S, R 55 W, AT STATE HIGHWAY 71
 KJ0337'MILEPOST 125.9.  OWNERSHIP--LINCOLN COUNTY ROADS. TO REACH THE STATION
 KJ0337'FROM THE EAST JUNCTION OF STATE HIGHWAY 71 AND US HIGHWAY 24, 40, 287
 KJ0337'IN LIMON, GO NORTH ON STATE HIGHWAY 71 24.0 MI (38.6 KM) TO THE
 KJ0337'LINCOLN-WASHINGTON COUNTY LINE AND COUNTY ROAD 4D. TURN RIGHT, EAST,
 KJ0337'ON COUNTY ROAD 4D FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT. THE
 KJ0337'STATION IS A BRASS DISK SET IN THE TOP OF A 10" SQUARE CONCRETE POST,
 KJ0337'PROTRUDING 1 FT (0.3 M) FROM THE GROUND.  IT IS 39 FT (11.9 M) SOUTH
 KJ0337'OF THE CENTER OF COUNTY ROAD 4D, 6.4 FT (2.0 M) NORTH OF THE SOUTH
 KJ0337'RIGHT OF WAY FENCE OF COUNTY ROAD 4D, 3 FT (0.9 M) WEST OF A CDOT
 KJ0337'FIBERGLASS WITNESS POST, AND 1.4 FT (0.4 M) NORTH OF A CDOT FIBERGLASS
 KJ0337'WITNESS POST. DESCRIPTION BY K.A. WILLIAMS, CDOT.
 KJ0337
 KJ0337                          STATION RECOVERY (2001)
 KJ0337
 KJ0337'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2001 (DAS)
 KJ0337'RECOVERED AS DESCRIBED BY K.S. WILLIAMS IN 1993.
 KJ0337' 
 KJ0337'D. A. STEWART, CDOT.
 KJ0337'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0103 ***********************************************************************
 KK0103  DESIGNATION -  A 57
 KK0103  PID         -  KK0103
 KK0103  STATE/COUNTY-  CO/ARAPAHOE
 KK0103  USGS QUAD   -  BYERS (1978)
 KK0103
 KK0103                         *CURRENT SURVEY CONTROL
 KK0103  ___________________________________________________________________
 KK0103* NAD 83(1986)-  39 42 36.     (N)    104 11 26.     (W)     SCALED    
 KK0103* NAVD 88     -      1593.128  (meters)    5226.79   (feet)  ADJUSTED  
 KK0103  ___________________________________________________________________
 KK0103  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 KK0103  DYNAMIC HT  -        1591.679 (meters)    5222.03  (feet)  COMP
 KK0103  MODELED GRAV-     979,661.0   (mgal)                       NAVD 88
 KK0103
 KK0103  VERT ORDER  -  SECOND    CLASS 0
 KK0103
 KK0103.The horizontal coordinates were scaled from a topographic map and have
 KK0103.an estimated accuracy of +/- 6 seconds.
 KK0103
 KK0103.The orthometric height was determined by differential leveling
 KK0103.and adjusted by the National Geodetic Survey in June 1991..
 KK0103
 KK0103.The geoid height was determined by GEOID03.
 KK0103
 KK0103.The dynamic height is computed by dividing the NAVD 88
 KK0103.geopotential number by the normal gravity value computed on the
 KK0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0103.degrees latitude (g = 980.6199 gals.).
 KK0103
 KK0103.The modeled gravity was interpolated from observed gravity values.
 KK0103
 KK0103;                    North         East    Units  Estimated Accuracy
 KK0103;SPC CO C     -   513,940.    1,026,690.      MT  (+/- 180 meters Scaled)
 KK0103
 KK0103                          SUPERSEDED SURVEY CONTROL
 KK0103
 KK0103  NGVD 29 (??/??/92) 1592.297  (m)         5224.06   (f) ADJ UNCH    2 0
 KK0103
 KK0103.Superseded values are not recommended for survey control.
 KK0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0103.See file dsdata.txt to determine how the superseded data were derived.
 KK0103
 KK0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED693958(NAD 83)
 KK0103_MARKER: DB = BENCH MARK DISK
 KK0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0103_STAMPING: A 57 1935
 KK0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0103+STABILITY: SURFACE MOTION
 KK0103
 KK0103  HISTORY     - Date     Condition        Report By
 KK0103  HISTORY     - 1935     MONUMENTED       CGS
 KK0103  HISTORY     - 1954     GOOD             NGS
 KK0103
 KK0103                          STATION DESCRIPTION
 KK0103
 KK0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0103'2 MI E FROM BYERS.
 KK0103'0.5 MILE SOUTHEAST ALONG U.S. HIGHWAYS 40 AND 287 FROM THE UNION
 KK0103'PACIFIC RAILROAD STATION AT BYERS, THENCE 1.5 MILES EAST ALONG A
 KK0103'GRAVELED ROAD, 45 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 KK0103'WEST GRAVELED ROAD, 30 FEET EAST OF THE CENTER LINE OF A NORTH AND
 KK0103'SOUTH DIRT ROAD, 1 FOOT NORTH OF A WITNESS POST, SET IN THE TOP OF
 KK0103'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0100 ***********************************************************************
 KJ0100  DESIGNATION -  A 58
 KJ0100  PID         -  KJ0100
 KJ0100  STATE/COUNTY-  CO/KIT CARSON
 KJ0100  USGS QUAD   -  SEIBERT (1980)
 KJ0100
 KJ0100                         *CURRENT SURVEY CONTROL
 KJ0100  ___________________________________________________________________
 KJ0100* NAD 83(1992)-  39 18 07.18322(N)    102 48 29.18983(W)     ADJUSTED  
 KJ0100* NAVD 88     -      1396.513  (meters)    4581.73   (feet)  ADJUSTED  
 KJ0100  ___________________________________________________________________
 KJ0100  X           -  -1,095,845.829 (meters)                     COMP
 KJ0100  Y           -  -4,820,225.896 (meters)                     COMP
 KJ0100  Z           -   4,019,187.374 (meters)                     COMP
 KJ0100  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 KJ0100  ELLIP HEIGHT-        1374.60  (meters)          (12/03/02) GPS OBS
 KJ0100  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 KJ0100  DYNAMIC HT  -        1395.243 (meters)    4577.56  (feet)  COMP
 KJ0100  MODELED GRAV-     979,668.4   (mgal)                       NAVD 88
 KJ0100
 KJ0100  HORZ ORDER  -  FIRST
 KJ0100  VERT ORDER  -  SECOND    CLASS 0
 KJ0100  ELLP ORDER  -  FOURTH    CLASS II
 KJ0100
 KJ0100.The horizontal coordinates were established by GPS observations
 KJ0100.and adjusted by the National Geodetic Survey in December 1998..
 KJ0100
 KJ0100.The orthometric height was determined by differential leveling
 KJ0100.and adjusted by the National Geodetic Survey in June 1991..
 KJ0100
 KJ0100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KJ0100
 KJ0100.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0100
 KJ0100.The ellipsoidal height was determined by GPS observations
 KJ0100.and is referenced to NAD 83.
 KJ0100
 KJ0100.The geoid height was determined by GEOID03.
 KJ0100
 KJ0100.The dynamic height is computed by dividing the NAVD 88
 KJ0100.geopotential number by the normal gravity value computed on the
 KJ0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0100.degrees latitude (g = 980.6199 gals.).
 KJ0100
 KJ0100.The modeled gravity was interpolated from observed gravity values.
 KJ0100
 KJ0100;                    North         East     Units Scale Factor Converg.
 KJ0100;SPC CO C     -   471,273.392 1,146,548.782   MT  0.99994204   +1 41 51.9
 KJ0100;SPC CO C     - 1,546,169.45  3,761,635.46   sFT  0.99994204   +1 41 51.9
 KJ0100;UTM  13      - 4,352,580.688   688,999.492   MT  1.00003983   +1 23 19.6
 KJ0100
 KJ0100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0100!SPC CO C     -   0.99978438  x   0.99994204  =   0.99972644
 KJ0100!UTM  13      -   0.99978438  x   1.00003983  =   0.99982421
 KJ0100
 KJ0100                          SUPERSEDED SURVEY CONTROL
 KJ0100
 KJ0100  ELLIP H (12/14/98) 1374.57   (m)                       GP(       ) 4 2
 KJ0100  NGVD 29 (??/??/92) 1395.890  (m)         4579.68   (f) ADJ UNCH    2 0
 KJ0100
 KJ0100.Superseded values are not recommended for survey control.
 KJ0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0100.See file dsdata.txt to determine how the superseded data were derived.
 KJ0100
 KJ0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD8899952581(NAD 83)
 KJ0100_MARKER: DB = BENCH MARK DISK
 KJ0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0100_STAMPING: A 58 1935
 KJ0100_MARK LOGO: CGS   
 KJ0100_PROJECTION: FLUSH
 KJ0100_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KJ0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0100+STABILITY: SURFACE MOTION
 KJ0100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0100+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1998
 KJ0100
 KJ0100  HISTORY     - Date     Condition        Report By
 KJ0100  HISTORY     - 1935     MONUMENTED       CGS
 KJ0100  HISTORY     - 1942     GOOD             NGS
 KJ0100  HISTORY     - 19980624 GOOD             CODOT
 KJ0100
 KJ0100                          STATION DESCRIPTION
 KJ0100
 KJ0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KJ0100'3.5 MI W FROM VONA.
 KJ0100'3.5 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KJ0100'RAILROAD FROM THE STATION AT VONA, 3.5 MILES EAST OF SEIBERT,
 KJ0100'4-1/2 POLES EAST OF MILEPOST 483, 90 FEET SOUTH OF THE CENTERLINE
 KJ0100'OF THE TRACK, 54 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 24,
 KJ0100'AND 1.5 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED A 58 1935
 KJ0100'AND SET IN THE TOP OF A CONCRETE POST.
 KJ0100
 KJ0100                          STATION RECOVERY (1998)
 KJ0100
 KJ0100'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (KAW)
 KJ0100'THE STATION WILL BE USED DURING A COLORADO HARN DENSIFICATION PROJECT
 KJ0100'THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) EAST OF SEIBERT AND 3.5
 KJ0100'MI (5.6 KM) WEST OF VONA AT US HIGHWAY 24 MILEPOST 426.2 IN THE
 KJ0100'SOUTHEAST 1/4 SECTION 31, T 8 S, R 48 W, 6TH PM OWNERSHIP--KYLE RR TO
 KJ0100'REACH THE STATION FROM THE JUNCTION OF I-70 AND STATE HIGHWAY 59 (I-70
 KJ0100'EXIT 405) NEAR SEIBERT, PROCEED NORTH ON STATE HIGHWAY 59 FOR 0.5 MI
 KJ0100'(0.8 KM) TO THE JUNCTION WITH US HIGHWAY 24, TURN RIGHT AND PROCEED
 KJ0100'EAST ON US 24 FOR 3.5 MI (5.6 KM) TO THE STATION ON THE LEFT TO REACH
 KJ0100'THE STATION FROM THE I-70 VONA INTERCHANGE (I-70 EXIT 412) PROCEED
 KJ0100'NORTH ON COUNTY ROAD 23 FOR 0.5 MI (0.8 KM) TO THE JUNCTION WITH US
 KJ0100'24, TURN LEFT AND PROCEED WEST ON US 24 FOR 3.4 MI (5.5 KM) TO THE
 KJ0100'STATION ON THE RIGHT THE STATION IS A BRASS USCGS BENCHMARK DISK IN
 KJ0100'THE TOP OF A 24 CM SQUARE CONCRETE POST PROTRUDING 15 CM FRM THE
 KJ0100'GROUND.  IT IS 29.1 M (95.5 FT) SOUTH OF THE SOUTH RAIL OF THE KYLE
 KJ0100'RAILROAD TRACK, 13.1 M (43.0 FT) NORTH OF THE CENTER OF US 24, 6.0 M
 KJ0100'(19.7 FT) WEST OF A CONCRRETE STATE HIGHWAY RIGHT OF WAY POST, 0.5 M
 KJ0100'(1.6 FT) WEST OF A FIBERGLASS NGS WITNESS POST AND 0.5 M (1.6 FT) EAST
 KJ0100'OF A FIBERGLASS NGS WITNESS POST DESCRIPTION BY K A WILLIAMS, CODOT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0173 ***********************************************************************
 LK0173  DESIGNATION -  A 59
 LK0173  PID         -  LK0173
 LK0173  STATE/COUNTY-  CO/PHILLIPS
 LK0173  USGS QUAD   -  HAXTUN WEST (1980)
 LK0173
 LK0173                         *CURRENT SURVEY CONTROL
 LK0173  ___________________________________________________________________
 LK0173* NAD 83(1986)-  40 37 40.     (N)    102 37 36.     (W)     SCALED    
 LK0173* NAVD 88     -      1232.255  (meters)    4042.82   (feet)  ADJUSTED  
 LK0173  ___________________________________________________________________
 LK0173  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 LK0173  DYNAMIC HT  -        1231.354 (meters)    4039.87  (feet)  COMP
 LK0173  MODELED GRAV-     979,850.9   (mgal)                       NAVD 88
 LK0173
 LK0173  VERT ORDER  -  SECOND    CLASS 0
 LK0173
 LK0173.The horizontal coordinates were scaled from a topographic map and have
 LK0173.an estimated accuracy of +/- 6 seconds.
 LK0173
 LK0173.The orthometric height was determined by differential leveling
 LK0173.and adjusted by the National Geodetic Survey in June 1991..
 LK0173
 LK0173.The geoid height was determined by GEOID03.
 LK0173
 LK0173.The dynamic height is computed by dividing the NAVD 88
 LK0173.geopotential number by the normal gravity value computed on the
 LK0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0173.degrees latitude (g = 980.6199 gals.).
 LK0173
 LK0173.The modeled gravity was interpolated from observed gravity values.
 LK0173
 LK0173;                    North         East    Units  Estimated Accuracy
 LK0173;SPC CO N     -   452,470.    1,157,460.      MT  (+/- 180 meters Scaled)
 LK0173
 LK0173                          SUPERSEDED SURVEY CONTROL
 LK0173
 LK0173  NGVD 29 (??/??/92) 1231.730  (m)         4041.10   (f) ADJ UNCH    2 0
 LK0173
 LK0173.Superseded values are not recommended for survey control.
 LK0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0173.See file dsdata.txt to determine how the superseded data were derived.
 LK0173
 LK0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF007001(NAD 83)
 LK0173_MARKER: DB = BENCH MARK DISK
 LK0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0173_STAMPING: A 59 1935
 LK0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0173+STABILITY: SURFACE MOTION
 LK0173
 LK0173  HISTORY     - Date     Condition        Report By
 LK0173  HISTORY     - 1935     MONUMENTED       CGS
 LK0173  HISTORY     - 1962     GOOD             USGS
 LK0173
 LK0173                          STATION DESCRIPTION
 LK0173
 LK0173'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LK0173'1.4 MI S FROM HAXTUN.
 LK0173'REPORTED NOT FOUND IN 1960.  REVISED DESCRIPTION AS FOLLOWS--
 LK0173'HAXTUN POST OFFICE, 1.0 MILE SOUTH OF, ALONG STATE HIGHWAY 59, AT
 LK0173'A JUNCTION OF THE HIGHWAY WITH A GRADED ROAD EAST-WEST, 123 FT. EAST
 LK0173'OF THE CENTER-LINE OF THE HIGHWAY, 32 FT. NORTH OF THE CENTER LINE
 LK0173'OF THE GRADED ROAD, 1 FT. SOUTH OF A LONE FENCE POST, IN A CONCRETE
 LK0173'POST FLUSH WITH THE GROUND, STANDARD TABLET STAMPED A 59 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0593 ***********************************************************************
 JK0593  DESIGNATION -  A 6
 JK0593  PID         -  JK0593
 JK0593  STATE/COUNTY-  CO/FREMONT
 JK0593  USGS QUAD   -  HOWARD (1994)
 JK0593
 JK0593                         *CURRENT SURVEY CONTROL
 JK0593  ___________________________________________________________________
 JK0593* NAD 83(1986)-  38 26 00.     (N)    105 49 25.     (W)     SCALED    
 JK0593* NAVD 88     -      2034.354  (meters)    6674.38   (feet)  ADJUSTED  
 JK0593  ___________________________________________________________________
 JK0593  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 JK0593  DYNAMIC HT  -        2031.930 (meters)    6666.42  (feet)  COMP
 JK0593  MODELED GRAV-     979,364.9   (mgal)                       NAVD 88
 JK0593
 JK0593  VERT ORDER  -  FIRST     CLASS II
 JK0593
 JK0593.The horizontal coordinates were scaled from a topographic map and have
 JK0593.an estimated accuracy of +/- 6 seconds.
 JK0593
 JK0593.The orthometric height was determined by differential leveling
 JK0593.and adjusted by the National Geodetic Survey in June 1991..
 JK0593
 JK0593.The geoid height was determined by GEOID03.
 JK0593
 JK0593.The dynamic height is computed by dividing the NAVD 88
 JK0593.geopotential number by the normal gravity value computed on the
 JK0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0593.degrees latitude (g = 980.6199 gals.).
 JK0593
 JK0593.The modeled gravity was interpolated from observed gravity values.
 JK0593
 JK0593;                    North         East    Units  Estimated Accuracy
 JK0593;SPC CO C     -   371,460.      886,150.      MT  (+/- 180 meters Scaled)
 JK0593
 JK0593                          SUPERSEDED SURVEY CONTROL
 JK0593
 JK0593  NGVD 29 (??/??/92) 2033.011  (m)         6669.97   (f) ADJ UNCH    1 2
 JK0593
 JK0593.Superseded values are not recommended for survey control.
 JK0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0593.See file dsdata.txt to determine how the superseded data were derived.
 JK0593
 JK0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC281542(NAD 83)
 JK0593_MARKER: DB = BENCH MARK DISK
 JK0593_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JK0593_SP_SET: RETAINING WALL
 JK0593_STAMPING: A 6 1925 6670.085
 JK0593_MARK LOGO: CGS   
 JK0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0593+STABILITY: SURFACE MOTION
 JK0593
 JK0593  HISTORY     - Date     Condition        Report By
 JK0593  HISTORY     - 1925     MONUMENTED       CGS
 JK0593  HISTORY     - 1953     GOOD             NGS
 JK0593  HISTORY     - 1979     GOOD             USGS
 JK0593  HISTORY     - 1984     GOOD             NGS
 JK0593
 JK0593                          STATION DESCRIPTION
 JK0593
 JK0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0593'1.3 MI SE FROM HOWARD.
 JK0593'1.3 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0593'RAILROAD FROM THE STATION AT HOWARD, 0.1 MILE WEST OF MILEPOST 202, AT
 JK0593'A PRIVATE ROAD CROSSING, 147 FEET WEST OF THE CENTER LINE OF A PRIVATE
 JK0593'ROAD, 6.3 FEET SOUTH OF THE SOUTH ABUTMENT OF BRIDGE 202.14.
 JK0593
 JK0593                          STATION RECOVERY (1979)
 JK0593
 JK0593'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JK0593'1.3 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0593'FROM HOWARD, 0.1 MILES WEST OF MILEPOST 202, AT A PRIVATE ROAD
 JK0593'CROSSING, 147 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD, 6.3
 JK0593'FEET SOUTH OF THE SOUTH RAIL, SET IN THE TOP OF THE SOUTH END OF THE
 JK0593'CONCRETE BASE OF THE WEST CONCRETE ABUTMENT OF BRIDGE 202.14.
 JK0593
 JK0593                          STATION RECOVERY (1984)
 JK0593
 JK0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0593'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  15.7 KM (9.75
 JK0593'MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS SOUTH JUNCTION WITH U.S.
 JK0593'HIGHWAY 285 IN PONCHA SPRINGS, THENCE 0.3 KM (0.2 MI) EAST ALONG A
 JK0593'DIRT ROAD, THENCE 11.2 KM (6.95 MI) EASTERLY ALONG THE DENVER AND RIO
 JK0593'GRANDE WESTERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0091 ***********************************************************************
 LK0091  DESIGNATION -  A 60
 LK0091  PID         -  LK0091
 LK0091  STATE/COUNTY-  CO/YUMA
 LK0091  USGS QUAD   -  ECKLEY (1980)
 LK0091
 LK0091                         *CURRENT SURVEY CONTROL
 LK0091  ___________________________________________________________________
 LK0091* NAD 83(1986)-  40 06 28.     (N)    102 24 35.     (W)     SCALED    
 LK0091* NAVD 88     -      1156.470  (meters)    3794.19   (feet)  ADJUSTED  
 LK0091  ___________________________________________________________________
 LK0091  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 LK0091  DYNAMIC HT  -        1155.581 (meters)    3791.27  (feet)  COMP
 LK0091  MODELED GRAV-     979,817.5   (mgal)                       NAVD 88
 LK0091
 LK0091  VERT ORDER  -  SECOND    CLASS 0
 LK0091
 LK0091.The horizontal coordinates were scaled from a topographic map and have
 LK0091.an estimated accuracy of +/- 6 seconds.
 LK0091
 LK0091.The orthometric height was determined by differential leveling
 LK0091.and adjusted by the National Geodetic Survey in June 1991..
 LK0091
 LK0091.The geoid height was determined by GEOID03.
 LK0091
 LK0091.The dynamic height is computed by dividing the NAVD 88
 LK0091.geopotential number by the normal gravity value computed on the
 LK0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0091.degrees latitude (g = 980.6199 gals.).
 LK0091
 LK0091.The modeled gravity was interpolated from observed gravity values.
 LK0091
 LK0091;                    North         East    Units  Estimated Accuracy
 LK0091;SPC CO N     -   395,380.    1,177,810.      MT  (+/- 180 meters Scaled)
 LK0091
 LK0091                          SUPERSEDED SURVEY CONTROL
 LK0091
 LK0091  NGVD 29 (??/??/92) 1155.964  (m)         3792.53   (f) ADJ UNCH    2 0
 LK0091
 LK0091.Superseded values are not recommended for survey control.
 LK0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0091.See file dsdata.txt to determine how the superseded data were derived.
 LK0091
 LK0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE207429(NAD 83)
 LK0091_MARKER: DB = BENCH MARK DISK
 LK0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0091_STAMPING: A 60 1935
 LK0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0091+STABILITY: SURFACE MOTION
 LK0091
 LK0091  HISTORY     - Date     Condition        Report By
 LK0091  HISTORY     - 1935     MONUMENTED       CGS
 LK0091  HISTORY     - 1959     GOOD             NGS
 LK0091
 LK0091                          STATION DESCRIPTION
 LK0091
 LK0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LK0091'4.3 MI E FROM ECKLEY.
 LK0091'4.3 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LK0091'FROM THE STATION AT ECKLEY, YUMA COUNTY, 3-1/2 POLES EAST OF
 LK0091'MILEPOST 388, 152 FEET SOUTHWEST OF A SIGNAL TOWER, 140 FEET SOUTH
 LK0091'OF THE CENTERLINE OF THE TRACK, 90 FEET SOUTH OF A TELEPHONE LINE
 LK0091'AT THE TOP OF A SANDY HILL, AND LEVEL WITH THE TRACK.  A STANDARD
 LK0091'DISK, STAMPED A 60 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LK0091'NOTE-- DELETE-- 152 FEET SOUTHWEST OF A SIGNAL TOWER.  ADD-- 600 FEET
 LK0091'SOUTHEAST OF A SIGNAL TOWER 5 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0241 ***********************************************************************
 LK0241  DESIGNATION -  A 61
 LK0241  PID         -  LK0241
 LK0241  STATE/COUNTY-  CO/WASHINGTON
 LK0241  USGS QUAD   -  FREMONT BUTTE (1984)
 LK0241
 LK0241                         *CURRENT SURVEY CONTROL
 LK0241  ___________________________________________________________________
 LK0241* NAD 83(1986)-  40 10 03.     (N)    103 21 54.     (W)     SCALED    
 LK0241* NAVD 88     -      1369.286  (meters)    4492.40   (feet)  ADJUSTED  
 LK0241  ___________________________________________________________________
 LK0241  GEOID HEIGHT-         -20.01  (meters)                     GEOID03
 LK0241  DYNAMIC HT  -        1368.169 (meters)    4488.73  (feet)  COMP
 LK0241  MODELED GRAV-     979,762.5   (mgal)                       NAVD 88
 LK0241
 LK0241  VERT ORDER  -  SECOND    CLASS 0
 LK0241
 LK0241.The horizontal coordinates were scaled from a topographic map and have
 LK0241.an estimated accuracy of +/- 6 seconds.
 LK0241
 LK0241.The orthometric height was determined by differential leveling
 LK0241.and adjusted by the National Geodetic Survey in June 1991..
 LK0241
 LK0241.The geoid height was determined by GEOID03.
 LK0241
 LK0241.The dynamic height is computed by dividing the NAVD 88
 LK0241.geopotential number by the normal gravity value computed on the
 LK0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0241.degrees latitude (g = 980.6199 gals.).
 LK0241
 LK0241.The modeled gravity was interpolated from observed gravity values.
 LK0241
 LK0241;                    North         East    Units  Estimated Accuracy
 LK0241;SPC CO N     -   399,610.    1,096,250.      MT  (+/- 180 meters Scaled)
 LK0241
 LK0241                          SUPERSEDED SURVEY CONTROL
 LK0241
 LK0241  NGVD 29 (??/??/92) 1368.627  (m)         4490.24   (f) ADJ UNCH    2 0
 LK0241
 LK0241.Superseded values are not recommended for survey control.
 LK0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0241.See file dsdata.txt to determine how the superseded data were derived.
 LK0241
 LK0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE392476(NAD 83)
 LK0241_MARKER: DB = BENCH MARK DISK
 LK0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0241_STAMPING: A 61 1935
 LK0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0241+STABILITY: SURFACE MOTION
 LK0241
 LK0241  HISTORY     - Date     Condition        Report By
 LK0241  HISTORY     - 1935     MONUMENTED       CGS
 LK0241  HISTORY     - 1973     MARK NOT FOUND   USGS
 LK0241
 LK0241                          STATION DESCRIPTION
 LK0241
 LK0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LK0241'8.2 MI W FROM AKRON.
 LK0241'8.2 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 LK0241'THE STATION AT AKRON, WASHINGTON COUNTY, 60 FEET NORTH OF MILEPOST
 LK0241'439, 70 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 18 FEET SOUTH
 LK0241'OF A FENCE.  A STANDARD DISK, STAMPED A 61 1935 AND SET IN THE TOP
 LK0241'OF A CONCRETE POST.
 LK0241
 LK0241                          STATION RECOVERY (1973)
 LK0241
 LK0241'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LK0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0112 ***********************************************************************
 LL0112  DESIGNATION -  A 62
 LL0112  PID         -  LL0112
 LL0112  STATE/COUNTY-  CO/WELD
 LL0112  USGS QUAD   -  SOUTH ROGGEN (1950)
 LL0112
 LL0112                         *CURRENT SURVEY CONTROL
 LL0112  ___________________________________________________________________
 LL0112* NAD 83(1986)-  40 04 24.     (N)    104 17 35.     (W)     SCALED    
 LL0112* NAVD 88     -      1496.903  (meters)    4911.09   (feet)  ADJUSTED  
 LL0112  ___________________________________________________________________
 LL0112  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 LL0112  DYNAMIC HT  -        1495.610 (meters)    4906.85  (feet)  COMP
 LL0112  MODELED GRAV-     979,709.5   (mgal)                       NAVD 88
 LL0112
 LL0112  VERT ORDER  -  SECOND    CLASS 0
 LL0112
 LL0112.The horizontal coordinates were scaled from a topographic map and have
 LL0112.an estimated accuracy of +/- 6 seconds.
 LL0112
 LL0112.The orthometric height was determined by differential leveling
 LL0112.and adjusted by the National Geodetic Survey in June 1991..
 LL0112
 LL0112.The geoid height was determined by GEOID03.
 LL0112
 LL0112.The dynamic height is computed by dividing the NAVD 88
 LL0112.geopotential number by the normal gravity value computed on the
 LL0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0112.degrees latitude (g = 980.6199 gals.).
 LL0112
 LL0112.The modeled gravity was interpolated from observed gravity values.
 LL0112
 LL0112;                    North         East    Units  Estimated Accuracy
 LL0112;SPC CO N     -   387,660.    1,017,350.      MT  (+/- 180 meters Scaled)
 LL0112
 LL0112                          SUPERSEDED SURVEY CONTROL
 LL0112
 LL0112  NGVD 29 (??/??/92) 1496.077  (m)         4908.38   (f) ADJ UNCH    2 0
 LL0112
 LL0112.Superseded values are not recommended for survey control.
 LL0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0112.See file dsdata.txt to determine how the superseded data were derived.
 LL0112
 LL0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE602361(NAD 83)
 LL0112_MARKER: DB = BENCH MARK DISK
 LL0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0112_STAMPING: A 62 1934
 LL0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0112+STABILITY: SURFACE MOTION
 LL0112
 LL0112  HISTORY     - Date     Condition        Report By
 LL0112  HISTORY     - 1934     MONUMENTED       CGS
 LL0112  HISTORY     - 1952     GOOD             NGS
 LL0112  HISTORY     - 1977     MARK NOT FOUND   NGS
 LL0112
 LL0112                          STATION DESCRIPTION
 LL0112
 LL0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 LL0112'6.4 MI E FROM PROSPECT VALLEY.
 LL0112'6.4 MILES EAST ALONG STATE HIGHWAY 52 FROM ITS INTERSECTION WITH
 LL0112'STATE HIGHWAY 79 AT PROSPECT VALLEY, 204 FEET WEST OF THE CENTER LINE
 LL0112'OF A PRIVATE DRIVEWAY LEADING NORTH, 39 FEET NORTH OF THE CENTER
 LL0112'LINE OF THE HIGHWAY, 58.3 FEET WEST OF A FENCE CORNER, 13 FEET
 LL0112'SOUTHEAST OF A TELEPHONE POLE, 1.3 FEET EAST OF A WITNESS POST, SET
 LL0112'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FEET ABOVE THE
 LL0112'GROUND.
 LL0112
 LL0112                          STATION RECOVERY (1977)
 LL0112
 LL0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LL0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0210 ***********************************************************************
 HM0210  DESIGNATION -  A 63
 HM0210  PID         -  HM0210
 HM0210  STATE/COUNTY-  CO/MONTEZUMA
 HM0210  USGS QUAD   -  WICKIUP CANYON (1986)
 HM0210
 HM0210                         *CURRENT SURVEY CONTROL
 HM0210  ___________________________________________________________________
 HM0210* NAD 83(1986)-  37 19 42.     (N)    109 02 27.     (W)     SCALED    
 HM0210* NAVD 88     -      1492.873  (meters)    4897.87   (feet)  ADJUSTED  
 HM0210  ___________________________________________________________________
 HM0210  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 HM0210  DYNAMIC HT  -        1491.169 (meters)    4892.28  (feet)  COMP
 HM0210  MODELED GRAV-     979,437.5   (mgal)                       NAVD 88
 HM0210
 HM0210  VERT ORDER  -  FIRST     CLASS II
 HM0210
 HM0210.The horizontal coordinates were scaled from a topographic map and have
 HM0210.an estimated accuracy of +/- 6 seconds.
 HM0210
 HM0210.The orthometric height was determined by differential leveling
 HM0210.and adjusted by the National Geodetic Survey in June 1991..
 HM0210
 HM0210.The geoid height was determined by GEOID03.
 HM0210
 HM0210.The dynamic height is computed by dividing the NAVD 88
 HM0210.geopotential number by the normal gravity value computed on the
 HM0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0210.degrees latitude (g = 980.6199 gals.).
 HM0210
 HM0210.The modeled gravity was interpolated from observed gravity values.
 HM0210
 HM0210;                    North         East    Units  Estimated Accuracy
 HM0210;SPC CO S     -   384,180.      600,670.      MT  (+/- 180 meters Scaled)
 HM0210
 HM0210                          SUPERSEDED SURVEY CONTROL
 HM0210
 HM0210  NGVD 29 (??/??/92) 1491.873  (m)         4894.59   (f) ADJ UNCH    1 2
 HM0210
 HM0210.Superseded values are not recommended for survey control.
 HM0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0210.See file dsdata.txt to determine how the superseded data were derived.
 HM0210
 HM0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG735330(NAD 83)
 HM0210_MARKER: DB = BENCH MARK DISK
 HM0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0210_STAMPING: A 63 1934
 HM0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0210+STABILITY: SURFACE MOTION
 HM0210
 HM0210  HISTORY     - Date     Condition        Report By
 HM0210  HISTORY     - 1934     MONUMENTED       CGS
 HM0210  HISTORY     - 1957     POOR             USGS
 HM0210  HISTORY     - 1984     MARK NOT FOUND   NGS
 HM0210
 HM0210                          STATION DESCRIPTION
 HM0210
 HM0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0210'31 MI W FROM CORTEZ, CO.
 HM0210'IN SAN JUAN COUNTY, UTAH, ABOUT 31 MILES WEST ALONG THE ROAD LEADING
 HM0210'TO BLUFF FROM CORTEZ, MONTEZUMA COUNTY, COLORADO, ABOUT 100 YARDS WEST
 HM0210'OF THE COLORADO-UTAH STATE LINE, ABOUT 500 FEET EAST OF THE EAST BANK
 HM0210'OF YELLOW JACKET CREEK, ABOUT 150 FEET WEST OF THE WEST BASE OF
 HM0210'CANNONBALL MESA, ABOUT 101 FEET SOUTH OF THE CENTER OF THE SOUTH WALL
 HM0210'OF THE JOHN ISMAY TRADING POST, AND 29 FEET NORTH OF THE CENTER LINE
 HM0210'OF THE ROAD.  A STANDARD DISK, STAMPED A 63 1934 AND SET IN THE TOP OF
 HM0210'A CONCRETE POST.  NOTE-- CONCRETE POST HAS BEEN TIPPED OVER AND BROKEN
 HM0210'BY A BULL DOZER.  POSITION OF TABLET HAS PROBABLY BEEN MOVED SEVERAL
 HM0210'TENTHS OF A FOOT.
 HM0210
 HM0210                          STATION RECOVERY (1957)
 HM0210
 HM0210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 HM0210'MARK RECOVERED IN POOR CONDITION.
 HM0210
 HM0210                          STATION RECOVERY (1984)
 HM0210
 HM0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HM0210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0326 ***********************************************************************
 HK0326  DESIGNATION -  A 64
 HK0326  PID         -  HK0326
 HK0326  STATE/COUNTY-  CO/COSTILLA
 HK0326  USGS QUAD   -  GARCIA (1967)
 HK0326
 HK0326                         *CURRENT SURVEY CONTROL
 HK0326  ___________________________________________________________________
 HK0326* NAD 83(1986)-  37 00 42.     (N)    105 33 05.     (W)     SCALED    
 HK0326* NAVD 88     -      2346.105  (meters)    7697.18   (feet)  ADJUSTED  
 HK0326  ___________________________________________________________________
 HK0326  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 HK0326  DYNAMIC HT  -        2342.900 (meters)    7686.66  (feet)  COMP
 HK0326  MODELED GRAV-     979,180.8   (mgal)                       NAVD 88
 HK0326
 HK0326  VERT ORDER  -  SECOND    CLASS 0
 HK0326
 HK0326.The horizontal coordinates were scaled from a topographic map and have
 HK0326.an estimated accuracy of +/- 6 seconds.
 HK0326
 HK0326.The orthometric height was determined by differential leveling
 HK0326.and adjusted by the National Geodetic Survey in June 1991..
 HK0326
 HK0326.The geoid height was determined by GEOID03.
 HK0326
 HK0326.The dynamic height is computed by dividing the NAVD 88
 HK0326.geopotential number by the normal gravity value computed on the
 HK0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0326.degrees latitude (g = 980.6199 gals.).
 HK0326
 HK0326.The modeled gravity was interpolated from observed gravity values.
 HK0326
 HK0326;                    North         East    Units  Estimated Accuracy
 HK0326;SPC CO S     -   343,090.      909,830.      MT  (+/- 180 meters Scaled)
 HK0326
 HK0326                          SUPERSEDED SURVEY CONTROL
 HK0326
 HK0326  NGVD 29 (??/??/92) 2344.822  (m)         7692.97   (f) ADJ UNCH    2 0
 HK0326
 HK0326.Superseded values are not recommended for survey control.
 HK0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0326.See file dsdata.txt to determine how the superseded data were derived.
 HK0326
 HK0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA509963(NAD 83)
 HK0326_MARKER: DB = BENCH MARK DISK
 HK0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0326_STAMPING: A 64 1934
 HK0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0326+STABILITY: SURFACE MOTION
 HK0326
 HK0326  HISTORY     - Date     Condition        Report By
 HK0326  HISTORY     - 1934     MONUMENTED       CGS
 HK0326
 HK0326                          STATION DESCRIPTION
 HK0326
 HK0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0326'4.2 MI E FROM JAROSO.
 HK0326'ABOUT 4.2 MILES EAST ALONG THE ROAD LEADING TO GARCIA FROM JAROSO,
 HK0326'COSTILLA COUNTY, AT GARCIA, AND 34 FEET NORTH OF THE CENTER LINE
 HK0326'OF THE ROAD.  A STANDARD DISK, STAMPED A 64 1934 AND SET IN THE
 HK0326'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0315 ***********************************************************************
 HK0315  DESIGNATION -  A 65
 HK0315  PID         -  HK0315
 HK0315  STATE/COUNTY-  CO/CONEJOS
 HK0315  USGS QUAD   -  MANASSA NE (1979)
 HK0315
 HK0315                         *CURRENT SURVEY CONTROL
 HK0315  ___________________________________________________________________
 HK0315* NAD 83(1986)-  37 10 37.     (N)    105 51 57.     (W)     SCALED    
 HK0315* NAVD 88     -      2344.277  (meters)    7691.18   (feet)  ADJUSTED  
 HK0315  ___________________________________________________________________
 HK0315  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 HK0315  DYNAMIC HT  -        2341.179 (meters)    7681.02  (feet)  COMP
 HK0315  MODELED GRAV-     979,224.5   (mgal)                       NAVD 88
 HK0315
 HK0315  VERT ORDER  -  SECOND    CLASS 0
 HK0315
 HK0315.The horizontal coordinates were scaled from a topographic map and have
 HK0315.an estimated accuracy of +/- 6 seconds.
 HK0315
 HK0315.The orthometric height was determined by differential leveling
 HK0315.and adjusted by the National Geodetic Survey in June 1991..
 HK0315
 HK0315.The geoid height was determined by GEOID03.
 HK0315
 HK0315.The dynamic height is computed by dividing the NAVD 88
 HK0315.geopotential number by the normal gravity value computed on the
 HK0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0315.degrees latitude (g = 980.6199 gals.).
 HK0315
 HK0315.The modeled gravity was interpolated from observed gravity values.
 HK0315
 HK0315;                    North         East    Units  Estimated Accuracy
 HK0315;SPC CO S     -   361,500.      881,910.      MT  (+/- 180 meters Scaled)
 HK0315
 HK0315                          SUPERSEDED SURVEY CONTROL
 HK0315
 HK0315  NGVD 29 (??/??/92) 2343.072  (m)         7687.23   (f) ADJ UNCH    2 0
 HK0315
 HK0315.Superseded values are not recommended for survey control.
 HK0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0315.See file dsdata.txt to determine how the superseded data were derived.
 HK0315
 HK0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB231148(NAD 83)
 HK0315_MARKER: DB = BENCH MARK DISK
 HK0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0315_STAMPING: A 65 1934
 HK0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0315+STABILITY: SURFACE MOTION
 HK0315
 HK0315  HISTORY     - Date     Condition        Report By
 HK0315  HISTORY     - 1934     MONUMENTED       CGS
 HK0315  HISTORY     - 1967     GOOD             USGS
 HK0315
 HK0315                          STATION DESCRIPTION
 HK0315
 HK0315'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 HK0315'4 MI E FROM MANASSA.
 HK0315'4 MILES EAST OF THE POST OFFICE AT MANASSA, COLORADO ON STATE HWY.
 HK0315'142, 0.15 MILE NORTH OF THE BLACK TOP TO A POINT 20 FT SOUTH OF THE
 HK0315'TRACE OF THE OLD ROAD AND 60 FT EAST OF AN IRRIGATION DITCH. THE
 HK0315'BM PROJECTS 0.6 FT ABOVE THE GROUND.  SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0240 ***********************************************************************
 HK0240  DESIGNATION -  A 66
 HK0240  PID         -  HK0240
 HK0240  STATE/COUNTY-  CO/LAS ANIMAS
 HK0240  USGS QUAD   -  EL VALLE CREEK (1994)
 HK0240
 HK0240                         *CURRENT SURVEY CONTROL
 HK0240  ___________________________________________________________________
 HK0240* NAD 83(1986)-  37 12 19.     (N)    105 09 07.     (W)     SCALED    
 HK0240* NAVD 88     -      3519.443  (meters)   11546.71   (feet)  ADJUSTED  
 HK0240  ___________________________________________________________________
 HK0240  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 HK0240  DYNAMIC HT  -        3513.931 (meters)   11528.62  (feet)  COMP
 HK0240  MODELED GRAV-     978,934.8   (mgal)                       NAVD 88
 HK0240
 HK0240  VERT ORDER  -  SECOND    CLASS 0
 HK0240
 HK0240.The horizontal coordinates were scaled from a topographic map and have
 HK0240.an estimated accuracy of +/- 6 seconds.
 HK0240
 HK0240.The orthometric height was determined by differential leveling
 HK0240.and adjusted by the National Geodetic Survey in June 1991..
 HK0240
 HK0240.The geoid height was determined by GEOID03.
 HK0240
 HK0240.The dynamic height is computed by dividing the NAVD 88
 HK0240.geopotential number by the normal gravity value computed on the
 HK0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0240.degrees latitude (g = 980.6199 gals.).
 HK0240
 HK0240.The modeled gravity was interpolated from observed gravity values.
 HK0240
 HK0240;                    North         East    Units  Estimated Accuracy
 HK0240;SPC CO S     -   364,640.      945,300.      MT  (+/- 180 meters Scaled)
 HK0240
 HK0240                          SUPERSEDED SURVEY CONTROL
 HK0240
 HK0240  NGVD 29 (??/??/92) 3517.606  (m)        11540.68   (f) ADJ UNCH    2 0
 HK0240
 HK0240.Superseded values are not recommended for survey control.
 HK0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0240.See file dsdata.txt to determine how the superseded data were derived.
 HK0240
 HK0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB865176(NAD 83)
 HK0240_MARKER: DB = BENCH MARK DISK
 HK0240_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HK0240_STAMPING: A 66 1934
 HK0240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0240
 HK0240  HISTORY     - Date     Condition        Report By
 HK0240  HISTORY     - 1934     MONUMENTED       CGS
 HK0240
 HK0240                          STATION DESCRIPTION
 HK0240
 HK0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0240'16.7 MI E FROM CHAMA.
 HK0240'ABOUT 16.7 MI E ON WHISKEY PASS TRAIL FROM CHAMA, 1.7 MI EAST OF
 HK0240'THE SUMMIT OF WHISKEY PASS, ABOUT 50 YDS ABOVE TIMBER LINE, 22 FEET
 HK0240'WEST OF THE NORTH FORK OF A CREEK, AT THE BOTTOM OF A STEEP SLOPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0248 ***********************************************************************
 HK0248  DESIGNATION -  A 67
 HK0248  PID         -  HK0248
 HK0248  STATE/COUNTY-  CO/LAS ANIMAS
 HK0248  USGS QUAD   -  STONEWALL (1994)
 HK0248
 HK0248                         *CURRENT SURVEY CONTROL
 HK0248  ___________________________________________________________________
 HK0248* NAD 83(1986)-  37 09 12.     (N)    105 02 29.     (W)     SCALED    
 HK0248* NAVD 88     -      2435.489  (meters)    7990.43   (feet)  ADJUSTED  
 HK0248  ___________________________________________________________________
 HK0248  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 HK0248  DYNAMIC HT  -        2432.134 (meters)    7979.43  (feet)  COMP
 HK0248  MODELED GRAV-     979,165.8   (mgal)                       NAVD 88
 HK0248
 HK0248  VERT ORDER  -  SECOND    CLASS 0
 HK0248
 HK0248.The horizontal coordinates were scaled from a topographic map and have
 HK0248.an estimated accuracy of +/- 6 seconds.
 HK0248
 HK0248.The orthometric height was determined by differential leveling
 HK0248.and adjusted by the National Geodetic Survey in June 1991..
 HK0248
 HK0248.The geoid height was determined by GEOID03.
 HK0248
 HK0248.The dynamic height is computed by dividing the NAVD 88
 HK0248.geopotential number by the normal gravity value computed on the
 HK0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0248.degrees latitude (g = 980.6199 gals.).
 HK0248
 HK0248.The modeled gravity was interpolated from observed gravity values.
 HK0248
 HK0248;                    North         East    Units  Estimated Accuracy
 HK0248;SPC CO S     -   358,910.      955,140.      MT  (+/- 180 meters Scaled)
 HK0248
 HK0248                          SUPERSEDED SURVEY CONTROL
 HK0248
 HK0248  NGVD 29 (??/??/92) 2434.127  (m)         7985.97   (f) ADJ UNCH    2 0
 HK0248
 HK0248.Superseded values are not recommended for survey control.
 HK0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0248.See file dsdata.txt to determine how the superseded data were derived.
 HK0248
 HK0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB963118(NAD 83)
 HK0248_MARKER: DB = BENCH MARK DISK
 HK0248_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HK0248_STAMPING: A 67 1934
 HK0248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0248_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HK0248+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2005
 HK0248
 HK0248  HISTORY     - Date     Condition        Report By
 HK0248  HISTORY     - 1934     MONUMENTED       CGS
 HK0248  HISTORY     - 1967     GOOD             USGS
 HK0248  HISTORY     - 20050418 GOOD             INDIV
 HK0248
 HK0248                          STATION DESCRIPTION
 HK0248
 HK0248'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 HK0248'11.5 MI W FROM WESTON.
 HK0248'ABOUT 11.5 MILES WEST ALONG STATE HIGHWAY 12 FROM WESTON,
 HK0248'LAS ANIMAS COUNTY, ABOUT 0.2 MILES NORTH OF STONEWALL CAMP,
 HK0248'ABOUT 90 YARDS NORTH OF A FORK IN THE ROAD AROUND SOME LARGE
 HK0248'ROCKS, 50 FEET NNE OF THE CENTER LINE OF THE NEW HIGHWAY, IN
 HK0248'THE TOP OF A ROCK ON THE WEST SIDE OF A LARGE STONE WALL, AND ABOUT
 HK0248'1 FOOT LOWER THAN THE HIGHWAY. A STANDARD DISK, STAMPED A67 1934
 HK0248
 HK0248                          STATION RECOVERY (2005)
 HK0248
 HK0248'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (TW)
 HK0248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0068 ***********************************************************************
 HK0068  DESIGNATION -  A 68
 HK0068  PID         -  HK0068
 HK0068  STATE/COUNTY-  CO/LAS ANIMAS
 HK0068  USGS QUAD   -  TRINIDAD EAST (1971)
 HK0068
 HK0068                         *CURRENT SURVEY CONTROL
 HK0068  ___________________________________________________________________
 HK0068* NAD 83(1986)-  37 11 26.     (N)    104 23 57.     (W)     SCALED    
 HK0068* NAVD 88     -      1824.228  (meters)    5984.99   (feet)  ADJUSTED  
 HK0068  ___________________________________________________________________
 HK0068  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 HK0068  DYNAMIC HT  -        1822.007 (meters)    5977.70  (feet)  COMP
 HK0068  MODELED GRAV-     979,348.8   (mgal)                       NAVD 88
 HK0068
 HK0068  VERT ORDER  -  SECOND    CLASS 0
 HK0068
 HK0068.The horizontal coordinates were scaled from a topographic map and have
 HK0068.an estimated accuracy of +/- 6 seconds.
 HK0068
 HK0068.The orthometric height was determined by differential leveling
 HK0068.and adjusted by the National Geodetic Survey in June 1991..
 HK0068
 HK0068.The geoid height was determined by GEOID03.
 HK0068
 HK0068.The dynamic height is computed by dividing the NAVD 88
 HK0068.geopotential number by the normal gravity value computed on the
 HK0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0068.degrees latitude (g = 980.6199 gals.).
 HK0068
 HK0068.The modeled gravity was interpolated from observed gravity values.
 HK0068
 HK0068;                    North         East    Units  Estimated Accuracy
 HK0068;SPC CO S     -   363,520.    1,012,140.      MT  (+/- 180 meters Scaled)
 HK0068
 HK0068                          SUPERSEDED SURVEY CONTROL
 HK0068
 HK0068  NGVD 29 (??/??/92) 1823.237  (m)         5981.74   (f) ADJ UNCH    2 0
 HK0068
 HK0068.Superseded values are not recommended for survey control.
 HK0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0068.See file dsdata.txt to determine how the superseded data were derived.
 HK0068
 HK0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB533161(NAD 83)
 HK0068_MARKER: DB = BENCH MARK DISK
 HK0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0068_STAMPING: A 68 1934
 HK0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0068+STABILITY: SURFACE MOTION
 HK0068
 HK0068  HISTORY     - Date     Condition        Report By
 HK0068  HISTORY     - 1934     MONUMENTED       CGS
 HK0068
 HK0068                          STATION DESCRIPTION
 HK0068
 HK0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0068'6.1 MI NW FROM GARCIA.
 HK0068'ABOUT 6.1 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILWAY
 HK0068'FROM GARCIA, LAS ANIMAS COUNTY, ABOUT 60 FEET NORTHEAST OF MILEPOST
 HK0068'222, 45 FEET EAST OF THE CENTER LINE OF THE TRACK, AND ABOUT 5 FEET
 HK0068'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED A 68 1934 AND SET
 HK0068'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0025 ***********************************************************************
 HK0025  DESIGNATION -  A 69
 HK0025  PID         -  HK0025
 HK0025  STATE/COUNTY-  CO/LAS ANIMAS
 HK0025  USGS QUAD   -  TRINIDAD EAST (1971)
 HK0025
 HK0025                         *CURRENT SURVEY CONTROL
 HK0025  ___________________________________________________________________
 HK0025* NAD 83(1986)-  37 13 00.     (N)    104 27 53.     (W)     SCALED    
 HK0025* NAVD 88     -      1790.207  (meters)    5873.37   (feet)  ADJUSTED  
 HK0025  ___________________________________________________________________
 HK0025  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 HK0025  DYNAMIC HT  -        1788.024 (meters)    5866.21  (feet)  COMP
 HK0025  MODELED GRAV-     979,348.7   (mgal)                       NAVD 88
 HK0025
 HK0025  VERT ORDER  -  SECOND    CLASS 0
 HK0025
 HK0025.The horizontal coordinates were scaled from a topographic map and have
 HK0025.an estimated accuracy of +/- 6 seconds.
 HK0025
 HK0025.The orthometric height was determined by differential leveling
 HK0025.and adjusted by the National Geodetic Survey in June 1991..
 HK0025
 HK0025.The geoid height was determined by GEOID03.
 HK0025
 HK0025.The dynamic height is computed by dividing the NAVD 88
 HK0025.geopotential number by the normal gravity value computed on the
 HK0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0025.degrees latitude (g = 980.6199 gals.).
 HK0025
 HK0025.The modeled gravity was interpolated from observed gravity values.
 HK0025
 HK0025;                    North         East    Units  Estimated Accuracy
 HK0025;SPC CO S     -   366,350.    1,006,290.      MT  (+/- 180 meters Scaled)
 HK0025
 HK0025                          SUPERSEDED SURVEY CONTROL
 HK0025
 HK0025  NGVD 29 (??/??/92) 1789.218  (m)         5870.13   (f) ADJ UNCH    2 0
 HK0025
 HK0025.Superseded values are not recommended for survey control.
 HK0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0025.See file dsdata.txt to determine how the superseded data were derived.
 HK0025
 HK0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB474190(NAD 83)
 HK0025_MARKER: DB = BENCH MARK DISK
 HK0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0025_STAMPING: A 69 1934
 HK0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0025+STABILITY: SURFACE MOTION
 HK0025
 HK0025  HISTORY     - Date     Condition        Report By
 HK0025  HISTORY     - 1934     MONUMENTED       CGS
 HK0025  HISTORY     - 1971     MARK NOT FOUND   USGS
 HK0025
 HK0025                          STATION DESCRIPTION
 HK0025
 HK0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0025'4 MI NE FROM TRINIDAD.
 HK0025'ABOUT 4.0 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HK0025'RAILWAY FROM THE STATION AT TRINIDAD, LAS ANIMAS COUNTY, ABOUT
 HK0025'0.5 MILE SOUTHWEST OF EL MORO, AT THE CROSSING OF THE DENVER AND
 HK0025'RIO GRANDE WESTERN RAILROAD, ABOUT 73 FEET NORTHEAST OF THE CENTER
 HK0025'LINE OF THE D. AND R.G.W.R.R., 45 FEET SOUTHEAST OF THE CENTER
 HK0025'LINE OF THE A.T. AND S.F.RY., AT A ROAD CROSSING, AND 33 FEET
 HK0025'SOUTHWEST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK,
 HK0025'STAMPED A 69 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HK0025
 HK0025                          STATION RECOVERY (1971)
 HK0025
 HK0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HK0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0485 ***********************************************************************
 JK0485  DESIGNATION -  A 7
 JK0485  PID         -  JK0485
 JK0485  STATE/COUNTY-  CO/FREMONT
 JK0485  USGS QUAD   -  CANON CITY (1976)
 JK0485
 JK0485                         *CURRENT SURVEY CONTROL
 JK0485  ___________________________________________________________________
 JK0485* NAD 83(1986)-  38 23 46.     (N)    105 07 49.     (W)     SCALED    
 JK0485* NAVD 88     -      1583.249  (meters)    5194.38   (feet)  ADJUSTED  
 JK0485  ___________________________________________________________________
 JK0485  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 JK0485  DYNAMIC HT  -        1581.522 (meters)    5188.71  (feet)  COMP
 JK0485  MODELED GRAV-     979,483.2   (mgal)                       NAVD 88
 JK0485
 JK0485  VERT ORDER  -  FIRST     CLASS II
 JK0485
 JK0485.The horizontal coordinates were scaled from a topographic map and have
 JK0485.an estimated accuracy of +/- 6 seconds.
 JK0485
 JK0485.The orthometric height was determined by differential leveling
 JK0485.and adjusted by the National Geodetic Survey in June 1991..
 JK0485.WARNING-Repeat measurements at this control monument indicate possible
 JK0485.vertical movement.
 JK0485
 JK0485.The geoid height was determined by GEOID03.
 JK0485
 JK0485.The dynamic height is computed by dividing the NAVD 88
 JK0485.geopotential number by the normal gravity value computed on the
 JK0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0485.degrees latitude (g = 980.6199 gals.).
 JK0485
 JK0485.The modeled gravity was interpolated from observed gravity values.
 JK0485
 JK0485;                    North         East    Units  Estimated Accuracy
 JK0485;SPC CO C     -   367,340.      946,700.      MT  (+/- 180 meters Scaled)
 JK0485
 JK0485                          SUPERSEDED SURVEY CONTROL
 JK0485
 JK0485  NGVD 29 (??/??/92) 1582.262  (m)         5191.14   (f) ADJ UNCH    1 2
 JK0485
 JK0485.Superseded values are not recommended for survey control.
 JK0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0485.See file dsdata.txt to determine how the superseded data were derived.
 JK0485
 JK0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC886497(NAD 83)
 JK0485_MARKER: DB = BENCH MARK DISK
 JK0485_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JK0485_SP_SET: BRIDGE ABUTMENT
 JK0485_STAMPING: A 7 1925 5191.305
 JK0485_MARK LOGO: CGS   
 JK0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0485
 JK0485  HISTORY     - Date     Condition        Report By
 JK0485  HISTORY     - 1925     MONUMENTED       CGS
 JK0485  HISTORY     - 1953     GOOD             NGS
 JK0485  HISTORY     - 1984     GOOD             NGS
 JK0485
 JK0485                          STATION DESCRIPTION
 JK0485
 JK0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0485'0.8 MI NW FROM FLORENCE.
 JK0485'0.8 MILE NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0485'RAILROAD FROM THE STATION AT FLORENCE, 7.5 FEET NORTH OF THE NORTH
 JK0485'RAIL OF THE MAIN TRACK, SET IN THE TOP OF THE NORTH END OF THE
 JK0485'EAST CONCRETE ABUTMENT OF BRIDGE 152.78.
 JK0485
 JK0485                          STATION RECOVERY (1984)
 JK0485
 JK0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0485'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS--IN FLORENCE, AT
 JK0485'THE INTERSECTION OF THE DENVER AND RIO GRANDE WESTERN RAILROAD AND
 JK0485'OAK CREEK.  ADD--115.0 M (377.3 FT) NORTHWEST OF THE CENTER OF
 JK0485'HOUSTON AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0174 ***********************************************************************
 HJ0174  DESIGNATION -  A 70
 HJ0174  PID         -  HJ0174
 HJ0174  STATE/COUNTY-  CO/OTERO
 HJ0174  USGS QUAD   -  TIMPAS (1984)
 HJ0174
 HJ0174                         *CURRENT SURVEY CONTROL
 HJ0174  ___________________________________________________________________
 HJ0174* NAD 83(1986)-  37 46 58.     (N)    103 49 24.     (W)     SCALED    
 HJ0174* NAVD 88     -      1376.344  (meters)    4515.56   (feet)  ADJUSTED  
 HJ0174  ___________________________________________________________________
 HJ0174  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 HJ0174  DYNAMIC HT  -        1374.883 (meters)    4510.76  (feet)  COMP
 HJ0174  MODELED GRAV-     979,520.8   (mgal)                       NAVD 88
 HJ0174
 HJ0174  VERT ORDER  -  SECOND    CLASS 0
 HJ0174
 HJ0174.The horizontal coordinates were scaled from a topographic map and have
 HJ0174.an estimated accuracy of +/- 6 seconds.
 HJ0174
 HJ0174.The orthometric height was determined by differential leveling
 HJ0174.and adjusted by the National Geodetic Survey in June 1991..
 HJ0174
 HJ0174.The geoid height was determined by GEOID03.
 HJ0174
 HJ0174.The dynamic height is computed by dividing the NAVD 88
 HJ0174.geopotential number by the normal gravity value computed on the
 HJ0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0174.degrees latitude (g = 980.6199 gals.).
 HJ0174
 HJ0174.The modeled gravity was interpolated from observed gravity values.
 HJ0174
 HJ0174;                    North         East    Units  Estimated Accuracy
 HJ0174;SPC CO S     -   430,000.    1,062,090.      MT  (+/- 180 meters Scaled)
 HJ0174
 HJ0174                          SUPERSEDED SURVEY CONTROL
 HJ0174
 HJ0174  NGVD 29 (??/??/92) 1375.595  (m)         4513.10   (f) ADJ UNCH    2 0
 HJ0174
 HJ0174.Superseded values are not recommended for survey control.
 HJ0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0174.See file dsdata.txt to determine how the superseded data were derived.
 HJ0174
 HJ0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB036823(NAD 83)
 HJ0174_MARKER: DB = BENCH MARK DISK
 HJ0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0174_STAMPING: A 70 1934
 HJ0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0174+STABILITY: SURFACE MOTION
 HJ0174
 HJ0174  HISTORY     - Date     Condition        Report By
 HJ0174  HISTORY     - 1934     MONUMENTED       CGS
 HJ0174
 HJ0174                          STATION DESCRIPTION
 HJ0174
 HJ0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HJ0174'2.1 MI NE FROM AYER.
 HJ0174'ABOUT 2.1 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HJ0174'RAILWAY FROM THE STATION AT AYER, OTERO COUNTY, 48 FEET SOUTHEAST
 HJ0174'OF MILEPOST 576, ABOUT 98 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HJ0174'TRACK, 32 FEET NORTHWEST OF THE CENTER LINE OF A HIGHWAY, AND 2
 HJ0174'FEET NORTHWEST OF THE FENCE.  A STANDARD DISK, STAMPED A 70 1934
 HJ0174'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0303 ***********************************************************************
 LK0303  DESIGNATION -  A 71
 LK0303  PID         -  LK0303
 LK0303  STATE/COUNTY-  CO/MORGAN
 LK0303  USGS QUAD   -  GARY (1984)
 LK0303
 LK0303                         *CURRENT SURVEY CONTROL
 LK0303  ___________________________________________________________________
 LK0303* NAD 83(1986)-  40 02 12.     (N)    103 35 05.     (W)     SCALED    
 LK0303* NAVD 88     -      1345.930  (meters)    4415.77   (feet)  ADJUSTED  
 LK0303  ___________________________________________________________________
 LK0303  GEOID HEIGHT-         -19.88  (meters)                     GEOID03
 LK0303  DYNAMIC HT  -        1344.808 (meters)    4412.09  (feet)  COMP
 LK0303  MODELED GRAV-     979,745.8   (mgal)                       NAVD 88
 LK0303
 LK0303  VERT ORDER  -  SECOND    CLASS 0
 LK0303
 LK0303.The horizontal coordinates were scaled from a topographic map and have
 LK0303.an estimated accuracy of +/- 6 seconds.
 LK0303
 LK0303.The orthometric height was determined by differential leveling
 LK0303.and adjusted by the National Geodetic Survey in June 1991..
 LK0303
 LK0303.The geoid height was determined by GEOID03.
 LK0303
 LK0303.The dynamic height is computed by dividing the NAVD 88
 LK0303.geopotential number by the normal gravity value computed on the
 LK0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0303.degrees latitude (g = 980.6199 gals.).
 LK0303
 LK0303.The modeled gravity was interpolated from observed gravity values.
 LK0303
 LK0303;                    North         East    Units  Estimated Accuracy
 LK0303;SPC CO N     -   384,660.    1,077,850.      MT  (+/- 180 meters Scaled)
 LK0303
 LK0303                          SUPERSEDED SURVEY CONTROL
 LK0303
 LK0303  NGVD 29 (??/??/92) 1345.232  (m)         4413.48   (f) ADJ UNCH    2 0
 LK0303
 LK0303.Superseded values are not recommended for survey control.
 LK0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0303.See file dsdata.txt to determine how the superseded data were derived.
 LK0303
 LK0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE207327(NAD 83)
 LK0303_MARKER: DB = BENCH MARK DISK
 LK0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0303_STAMPING: A 71 1935
 LK0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0303+STABILITY: SURFACE MOTION
 LK0303
 LK0303  HISTORY     - Date     Condition        Report By
 LK0303  HISTORY     - 1935     MONUMENTED       CGS
 LK0303  HISTORY     - 1938     GOOD             NGS
 LK0303  HISTORY     - 1965     MARK NOT FOUND   USGS
 LK0303
 LK0303                          STATION DESCRIPTION
 LK0303
 LK0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 LK0303'3 MI S FROM GARY.
 LK0303'3.0 MILES SOUTH ALONG A PUBLIC ROAD FROM THE POST OFFICE AT GARY,
 LK0303'MORGAN COUNTY, 1 MILE WEST OF STATE HIGHWAY 71, 3.1 MILES NORTH OF
 LK0303'WILSON, WASHINGTON COUNTY, 0.5 MILE WEST OF A FARMHOUSE, 70 FEET
 LK0303'SOUTHEAST OF THE CENTER OF A CROSSROADS, 35 FEET EAST OF THE
 LK0303'CENTERLINE OF THE ROAD, 22 FEET SOUTH OF A FENCE CORNER, AND IN LINE
 LK0303'WITH THE FENCE.  A STANDARD DISK, STAMPED A 71 1935 AND SET IN THE
 LK0303'TOP OF A CONCRETE POST.
 LK0303
 LK0303                          STATION RECOVERY (1965)
 LK0303
 LK0303'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LK0303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0135 ***********************************************************************
 KJ0135  DESIGNATION -  A 72
 KJ0135  PID         -  KJ0135
 KJ0135  STATE/COUNTY-  CO/WASHINGTON
 KJ0135  USGS QUAD   -  COPE (1977)
 KJ0135
 KJ0135                         *CURRENT SURVEY CONTROL
 KJ0135  ___________________________________________________________________
 KJ0135* NAD 83(1986)-  39 39 18.     (N)    102 48 09.     (W)     SCALED    
 KJ0135* NAVD 88     -      1341.747  (meters)    4402.05   (feet)  ADJUSTED  
 KJ0135  ___________________________________________________________________
 KJ0135  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 KJ0135  DYNAMIC HT  -        1340.594 (meters)    4398.27  (feet)  COMP
 KJ0135  MODELED GRAV-     979,720.1   (mgal)                       NAVD 88
 KJ0135
 KJ0135  VERT ORDER  -  SECOND    CLASS 0
 KJ0135
 KJ0135.The horizontal coordinates were scaled from a topographic map and have
 KJ0135.an estimated accuracy of +/- 6 seconds.
 KJ0135
 KJ0135.The orthometric height was determined by differential leveling
 KJ0135.and adjusted by the National Geodetic Survey in June 1991..
 KJ0135
 KJ0135.The geoid height was determined by GEOID03.
 KJ0135
 KJ0135.The dynamic height is computed by dividing the NAVD 88
 KJ0135.geopotential number by the normal gravity value computed on the
 KJ0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0135.degrees latitude (g = 980.6199 gals.).
 KJ0135
 KJ0135.The modeled gravity was interpolated from observed gravity values.
 KJ0135
 KJ0135;                    North         East    Units  Estimated Accuracy
 KJ0135;SPC CO N     -   344,040.    1,145,870.      MT  (+/- 180 meters Scaled)
 KJ0135
 KJ0135                          SUPERSEDED SURVEY CONTROL
 KJ0135
 KJ0135  NGVD 29 (??/??/92) 1341.134  (m)         4400.04   (f) ADJ UNCH    2 0
 KJ0135
 KJ0135.Superseded values are not recommended for survey control.
 KJ0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0135.See file dsdata.txt to determine how the superseded data were derived.
 KJ0135
 KJ0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD885917(NAD 83)
 KJ0135_MARKER: DB = BENCH MARK DISK
 KJ0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0135_STAMPING: A 72 1935
 KJ0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0135+STABILITY: SURFACE MOTION
 KJ0135
 KJ0135  HISTORY     - Date     Condition        Report By
 KJ0135  HISTORY     - 1935     MONUMENTED       CGS
 KJ0135  HISTORY     - 1942     GOOD             NGS
 KJ0135  HISTORY     - 1974     MARK NOT FOUND   LOCENG
 KJ0135
 KJ0135                          STATION DESCRIPTION
 KJ0135
 KJ0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KJ0135'3.5 MI E FROM COPE.
 KJ0135'3.5 MILES EAST ALONG U.S. HIGHWAY 36 FROM THE SCHOOL AT COPE,
 KJ0135'WASHINGTON COUNTY, AT THE WASHINGTON-YUMA COUNTY LINE, AT A DIRT ROAD
 KJ0135'CROSSING, 60 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 25 FEET
 KJ0135'WEST OF THE CENTERLINE OF THE ROAD, 20 FEET NORTH OF A FENCE CORNER,
 KJ0135'AND 1.5 FEET EAST OF THE FENCE.  A STANDARD DISK, STAMPED A 72 1935
 KJ0135'AND SET IN THE TOP OF A CONCRETE POST.
 KJ0135
 KJ0135                          STATION RECOVERY (1974)
 KJ0135
 KJ0135'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 KJ0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0148 ***********************************************************************
 KJ0148  DESIGNATION -  A 73
 KJ0148  PID         -  KJ0148
 KJ0148  STATE/COUNTY-  CO/YUMA
 KJ0148  USGS QUAD   -  ABARR (1974)
 KJ0148
 KJ0148                         *CURRENT SURVEY CONTROL
 KJ0148  ___________________________________________________________________
 KJ0148* NAD 83(1986)-  39 52 27.     (N)    102 42 26.     (W)     SCALED    
 KJ0148* NAVD 88     -      1292.784  (meters)    4241.41   (feet)  ADJUSTED  
 KJ0148  ___________________________________________________________________
 KJ0148  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 KJ0148  DYNAMIC HT  -        1291.717 (meters)    4237.91  (feet)  COMP
 KJ0148  MODELED GRAV-     979,756.0   (mgal)                       NAVD 88
 KJ0148
 KJ0148  VERT ORDER  -  SECOND    CLASS 0
 KJ0148
 KJ0148.The horizontal coordinates were scaled from a topographic map and have
 KJ0148.an estimated accuracy of +/- 6 seconds.
 KJ0148
 KJ0148.The orthometric height was determined by differential leveling
 KJ0148.and adjusted by the National Geodetic Survey in June 1991..
 KJ0148
 KJ0148.Photographs are available for this station.
 KJ0148
 KJ0148.The geoid height was determined by GEOID03.
 KJ0148
 KJ0148.The dynamic height is computed by dividing the NAVD 88
 KJ0148.geopotential number by the normal gravity value computed on the
 KJ0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0148.degrees latitude (g = 980.6199 gals.).
 KJ0148
 KJ0148.The modeled gravity was interpolated from observed gravity values.
 KJ0148
 KJ0148;                    North         East    Units  Estimated Accuracy
 KJ0148;SPC CO N     -   368,610.    1,153,280.      MT  (+/- 180 meters Scaled)
 KJ0148
 KJ0148                          SUPERSEDED SURVEY CONTROL
 KJ0148
 KJ0148  NGVD 29 (??/??/92) 1292.209  (m)         4239.52   (f) ADJ UNCH    2 0
 KJ0148
 KJ0148.Superseded values are not recommended for survey control.
 KJ0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0148.See file dsdata.txt to determine how the superseded data were derived.
 KJ0148
 KJ0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFE960163(NAD 83)
 KJ0148_MARKER: DB = BENCH MARK DISK
 KJ0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0148_STAMPING: A 73 1935
 KJ0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0148+STABILITY: SURFACE MOTION
 KJ0148
 KJ0148  HISTORY     - Date     Condition        Report By
 KJ0148  HISTORY     - 1935     MONUMENTED       CGS
 KJ0148  HISTORY     - 1942     GOOD             NGS
 KJ0148
 KJ0148                          STATION DESCRIPTION
 KJ0148
 KJ0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KJ0148'1.7 MI N FROM ABARR.
 KJ0148'1.7 MILES NORTH ALONG STATE HIGHWAY 59 FROM THE POST OFFICE AT ABARR,
 KJ0148'YUMA COUNTY, 0.3 MILE EAST OF A RANCH HOUSE AND A LARGE BARN, AT THE
 KJ0148'JUNCTION OF A ROAD LEADING WEST, 58 FEET EAST OF THE CENTERLINE OF
 KJ0148'THE HIGHWAY, 28 FEET EAST OF A FENCE CORNER, AND 1 FOOT NORTH OF THE
 KJ0148'FENCE.  A STANDARD DISK, STAMPED A 73 1935 AND SET IN THE TOP OF A
 KJ0148'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0108 ***********************************************************************
 KJ0108  DESIGNATION -  A 74
 KJ0108  PID         -  KJ0108
 KJ0108  STATE/COUNTY-  CO/KIT CARSON
 KJ0108  USGS QUAD   -  NORTH OF BIG SPRING (1979)
 KJ0108
 KJ0108                         *CURRENT SURVEY CONTROL
 KJ0108  ___________________________________________________________________
 KJ0108* NAD 83(1986)-  39 04 59.     (N)    102 47 54.     (W)     SCALED    
 KJ0108* NAVD 88     -      1456.556  (meters)    4778.72   (feet)  ADJUSTED  
 KJ0108  ___________________________________________________________________
 KJ0108  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 KJ0108  DYNAMIC HT  -        1455.174 (meters)    4774.18  (feet)  COMP
 KJ0108  MODELED GRAV-     979,627.8   (mgal)                       NAVD 88
 KJ0108
 KJ0108  VERT ORDER  -  SECOND    CLASS 0
 KJ0108
 KJ0108.The horizontal coordinates were scaled from a topographic map and have
 KJ0108.an estimated accuracy of +/- 6 seconds.
 KJ0108
 KJ0108.The orthometric height was determined by differential leveling
 KJ0108.and adjusted by the National Geodetic Survey in June 1991..
 KJ0108
 KJ0108.The geoid height was determined by GEOID03.
 KJ0108
 KJ0108.The dynamic height is computed by dividing the NAVD 88
 KJ0108.geopotential number by the normal gravity value computed on the
 KJ0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0108.degrees latitude (g = 980.6199 gals.).
 KJ0108
 KJ0108.The modeled gravity was interpolated from observed gravity values.
 KJ0108
 KJ0108;                    North         East    Units  Estimated Accuracy
 KJ0108;SPC CO C     -   447,000.    1,148,110.      MT  (+/- 180 meters Scaled)
 KJ0108
 KJ0108                          SUPERSEDED SURVEY CONTROL
 KJ0108
 KJ0108  NGVD 29 (??/??/92) 1455.905  (m)         4776.58   (f) ADJ UNCH    2 0
 KJ0108
 KJ0108.Superseded values are not recommended for survey control.
 KJ0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0108.See file dsdata.txt to determine how the superseded data were derived.
 KJ0108
 KJ0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD904283(NAD 83)
 KJ0108_MARKER: DB = BENCH MARK DISK
 KJ0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0108_STAMPING: A 74 1935
 KJ0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0108+STABILITY: SURFACE MOTION
 KJ0108
 KJ0108  HISTORY     - Date     Condition        Report By
 KJ0108  HISTORY     - 1935     MONUMENTED       CGS
 KJ0108  HISTORY     - 1968     GOOD             NGS
 KJ0108
 KJ0108                          STATION DESCRIPTION
 KJ0108
 KJ0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 KJ0108'19.2 MI S FROM SEIBERT.
 KJ0108'19.2 MILES SOUTH ALONG STATE HIGHWAY 59 FROM SEIBERT, KIT CARSON
 KJ0108'COUNTY, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 KJ0108'WHICH PROJECTS 1 FOOT ABOVE THE GROUND.  IT IS 63 FEET EAST OF THE
 KJ0108'CENTER OF STATE HIGHWAY 59.  26.4 FEET NORTH-NORTHEAST OF A
 KJ0108'T-FENCE CORNER AND 19.2 FEET EAST OF A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0203 ***********************************************************************
 HK0203  DESIGNATION -  A 76
 HK0203  PID         -  HK0203
 HK0203  STATE/COUNTY-  CO/HUERFANO
 HK0203  USGS QUAD   -  LA VETA PASS (1982)
 HK0203
 HK0203                         *CURRENT SURVEY CONTROL
 HK0203  ___________________________________________________________________
 HK0203* NAD 83(1986)-  37 31 32.     (N)    105 08 43.     (W)     SCALED    
 HK0203* NAVD 88     -      2504.891  (meters)    8218.13   (feet)  ADJUSTED  
 HK0203  ___________________________________________________________________
 HK0203  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 HK0203  DYNAMIC HT  -        2501.583 (meters)    8207.28  (feet)  COMP
 HK0203  MODELED GRAV-     979,218.7   (mgal)                       NAVD 88
 HK0203
 HK0203  VERT ORDER  -  SECOND    CLASS 0
 HK0203
 HK0203.The horizontal coordinates were scaled from a topographic map and have
 HK0203.an estimated accuracy of +/- 6 seconds.
 HK0203
 HK0203.The orthometric height was determined by differential leveling
 HK0203.and adjusted by the National Geodetic Survey in June 1991..
 HK0203
 HK0203.The geoid height was determined by GEOID03.
 HK0203
 HK0203.The dynamic height is computed by dividing the NAVD 88
 HK0203.geopotential number by the normal gravity value computed on the
 HK0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0203.degrees latitude (g = 980.6199 gals.).
 HK0203
 HK0203.The modeled gravity was interpolated from observed gravity values.
 HK0203
 HK0203;                    North         East    Units  Estimated Accuracy
 HK0203;SPC CO S     -   400,180.      945,760.      MT  (+/- 180 meters Scaled)
 HK0203
 HK0203                          SUPERSEDED SURVEY CONTROL
 HK0203
 HK0203  NGVD 29 (??/??/92) 2503.589  (m)         8213.86   (f) ADJ UNCH    2 0
 HK0203
 HK0203.Superseded values are not recommended for survey control.
 HK0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0203.See file dsdata.txt to determine how the superseded data were derived.
 HK0203
 HK0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB871531(NAD 83)
 HK0203_MARKER: DB = BENCH MARK DISK
 HK0203_SETTING: 66 = SET IN ROCK OUTCROP
 HK0203_SP_SET: SANDSTONE LEDGE
 HK0203_STAMPING: A 76 1934
 HK0203_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HK0203+STABILITY: POSITION/ELEVATION WELL
 HK0203
 HK0203  HISTORY     - Date     Condition        Report By
 HK0203  HISTORY     - 1934     MONUMENTED       CGS
 HK0203  HISTORY     - 1963     MARK NOT FOUND   USGS
 HK0203
 HK0203                          STATION DESCRIPTION
 HK0203
 HK0203'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 HK0203'7.1 MI E FROM LA VETA PASS.
 HK0203'7.1 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 HK0203'FROM THE STATION AT LA VETA PASS AT THE COSTILLA-HUERFANO COUNTY
 HK0203'LINE ABOUT 2 POLES EAST OF MILEPOST 200, IN A CUT, 11 FEET SOUTH
 HK0203'OF THE CENTER LINE OF THE TRACK, IN A SANDSTONE LEDGE AND ABOUT 2
 HK0203'FEET HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0004 ***********************************************************************
 JK0004  DESIGNATION -  A 77
 JK0004  PID         -  JK0004
 JK0004  STATE/COUNTY-  CO/EL PASO
 JK0004  USGS QUAD   -  BIG SPRINGS RANCH (1973)
 JK0004
 JK0004                         *CURRENT SURVEY CONTROL
 JK0004  ___________________________________________________________________
 JK0004* NAD 83(1986)-  38 50 19.     (N)    104 22 10.     (W)     SCALED    
 JK0004* NAVD 88     -      1825.804  (meters)    5990.16   (feet)  ADJUSTED  
 JK0004  ___________________________________________________________________
 JK0004  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 JK0004  DYNAMIC HT  -        1823.851 (meters)    5983.75  (feet)  COMP
 JK0004  MODELED GRAV-     979,493.3   (mgal)                       NAVD 88
 JK0004
 JK0004  VERT ORDER  -  SECOND    CLASS 0
 JK0004
 JK0004.The horizontal coordinates were scaled from a topographic map and have
 JK0004.an estimated accuracy of +/- 6 seconds.
 JK0004
 JK0004.The orthometric height was determined by differential leveling
 JK0004.and adjusted by the National Geodetic Survey in June 1991..
 JK0004
 JK0004.The geoid height was determined by GEOID03.
 JK0004
 JK0004.The dynamic height is computed by dividing the NAVD 88
 JK0004.geopotential number by the normal gravity value computed on the
 JK0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0004.degrees latitude (g = 980.6199 gals.).
 JK0004
 JK0004.The modeled gravity was interpolated from observed gravity values.
 JK0004
 JK0004;                    North         East    Units  Estimated Accuracy
 JK0004;SPC CO C     -   417,000.    1,012,550.      MT  (+/- 180 meters Scaled)
 JK0004
 JK0004                          SUPERSEDED SURVEY CONTROL
 JK0004
 JK0004  NGVD 29 (??/??/92) 1824.811  (m)         5986.90   (f) ADJ UNCH    2 0
 JK0004
 JK0004.Superseded values are not recommended for survey control.
 JK0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0004.See file dsdata.txt to determine how the superseded data were derived.
 JK0004
 JK0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC547990(NAD 83)
 JK0004_MARKER: DB = BENCH MARK DISK
 JK0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0004_STAMPING: A 77 1935
 JK0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0004+STABILITY: SURFACE MOTION
 JK0004
 JK0004  HISTORY     - Date     Condition        Report By
 JK0004  HISTORY     - 1935     MONUMENTED       CGS
 JK0004  HISTORY     - 1973     MARK NOT FOUND   USGS
 JK0004  HISTORY     - 1985     MARK NOT FOUND   NGS
 JK0004
 JK0004                          STATION DESCRIPTION
 JK0004
 JK0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JK0004'7.9 MI W FROM YODER.
 JK0004'7.9 MILES WEST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE AT
 JK0004'YODER, 1.0 MILE EAST OF ELLICOTT, AT A CROSSROADS, 70 FEET NORTH
 JK0004'OF THE CENTERLINE OF THE HIGHWAY, 33 FEET WEST OF THE CENTERLINE OF
 JK0004'THE ROAD, 25 FEET NORTH OF A FENCE CORNER, AND 3 FEET EAST OF A
 JK0004'FENCE.  A STANDARD DISK, STAMPED A 77 1935 AND SET IN THE TOP OF
 JK0004'A CONCRETE POST.
 JK0004
 JK0004                          STATION RECOVERY (1973)
 JK0004
 JK0004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JK0004'MARK NOT FOUND.
 JK0004
 JK0004                          STATION RECOVERY (1985)
 JK0004
 JK0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JK0004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0622 ***********************************************************************
 JJ0622  DESIGNATION -  A 78
 JJ0622  PID         -  JJ0622
 JJ0622  STATE/COUNTY-  CO/LINCOLN
 JJ0622  USGS QUAD   -  STANLEY GULCH (1975)
 JJ0622
 JJ0622                         *CURRENT SURVEY CONTROL
 JJ0622  ___________________________________________________________________
 JJ0622* NAD 83(1986)-  38 51 03.     (N)    103 35 22.     (W)     SCALED    
 JJ0622* NAVD 88     -      1569.073  (meters)    5147.87   (feet)  ADJUSTED  
 JJ0622  ___________________________________________________________________
 JJ0622  GEOID HEIGHT-         -20.75  (meters)                     GEOID03
 JJ0622  DYNAMIC HT  -        1567.513 (meters)    5142.75  (feet)  COMP
 JJ0622  MODELED GRAV-     979,578.2   (mgal)                       NAVD 88
 JJ0622
 JJ0622  VERT ORDER  -  SECOND    CLASS 0
 JJ0622
 JJ0622.The horizontal coordinates were scaled from a topographic map and have
 JJ0622.an estimated accuracy of +/- 6 seconds.
 JJ0622
 JJ0622.The orthometric height was determined by differential leveling
 JJ0622.and adjusted by the National Geodetic Survey in June 1991..
 JJ0622
 JJ0622.The geoid height was determined by GEOID03.
 JJ0622
 JJ0622.The dynamic height is computed by dividing the NAVD 88
 JJ0622.geopotential number by the normal gravity value computed on the
 JJ0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0622.degrees latitude (g = 980.6199 gals.).
 JJ0622
 JJ0622.The modeled gravity was interpolated from observed gravity values.
 JJ0622
 JJ0622;                    North         East    Units  Estimated Accuracy
 JJ0622;SPC CO C     -   419,490.    1,080,230.      MT  (+/- 180 meters Scaled)
 JJ0622
 JJ0622                          SUPERSEDED SURVEY CONTROL
 JJ0622
 JJ0622  NGVD 29 (??/??/92) 1568.297  (m)         5145.32   (f) ADJ UNCH    2 0
 JJ0622
 JJ0622.Superseded values are not recommended for survey control.
 JJ0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0622.See file dsdata.txt to determine how the superseded data were derived.
 JJ0622
 JJ0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD224011(NAD 83)
 JJ0622_MARKER: DB = BENCH MARK DISK
 JJ0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0622_STAMPING: A 78 1935
 JJ0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0622+STABILITY: SURFACE MOTION
 JJ0622
 JJ0622  HISTORY     - Date     Condition        Report By
 JJ0622  HISTORY     - 1935     MONUMENTED       CGS
 JJ0622  HISTORY     - 1974     MARK NOT FOUND   USGS
 JJ0622
 JJ0622                          STATION DESCRIPTION
 JJ0622
 JJ0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JJ0622'23.3 MI W FROM BOYERO.
 JJ0622'23.3 MILES WEST ALONG STATE HIGHWAY 94 FROM A CROSSING OF THE
 JJ0622'UNION PACIFIC RAILROAD AT BOYERO, 55 FEET SOUTH OF THE CENTERLINE
 JJ0622'OF THE HIGHWAY, 25 FEET SOUTH OF A GATE, 4-1/2 FEET NORTH
 JJ0622'OF A FENCE CORNER, AND 2 FEET WEST OF A FENCE.  A STANDARD DISK,
 JJ0622'STAMPED A 78 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JJ0622
 JJ0622                          STATION RECOVERY (1974)
 JJ0622
 JJ0622'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0359 ***********************************************************************
 JJ0359  DESIGNATION -  A 79
 JJ0359  PID         -  JJ0359
 JJ0359  STATE/COUNTY-  CO/LINCOLN
 JJ0359  USGS QUAD   -  ROCK BASIN (1978)
 JJ0359
 JJ0359                         *CURRENT SURVEY CONTROL
 JJ0359  ___________________________________________________________________
 JJ0359* NAD 83(1986)-  38 50 58.     (N)    103 16 25.     (W)     SCALED    
 JJ0359* NAVD 88     -      1460.984  (meters)    4793.24   (feet)  ADJUSTED  
 JJ0359  ___________________________________________________________________
 JJ0359  GEOID HEIGHT-         -21.65  (meters)                     GEOID03
 JJ0359  DYNAMIC HT  -        1459.565 (meters)    4788.59  (feet)  COMP
 JJ0359  MODELED GRAV-     979,605.1   (mgal)                       NAVD 88
 JJ0359
 JJ0359  VERT ORDER  -  SECOND    CLASS 0
 JJ0359
 JJ0359.The horizontal coordinates were scaled from a topographic map and have
 JJ0359.an estimated accuracy of +/- 6 seconds.
 JJ0359
 JJ0359.The orthometric height was determined by differential leveling
 JJ0359.and adjusted by the National Geodetic Survey in June 1991..
 JJ0359
 JJ0359.The geoid height was determined by GEOID03.
 JJ0359
 JJ0359.The dynamic height is computed by dividing the NAVD 88
 JJ0359.geopotential number by the normal gravity value computed on the
 JJ0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0359.degrees latitude (g = 980.6199 gals.).
 JJ0359
 JJ0359.The modeled gravity was interpolated from observed gravity values.
 JJ0359
 JJ0359;                    North         East    Units  Estimated Accuracy
 JJ0359;SPC CO C     -   419,960.    1,107,640.      MT  (+/- 180 meters Scaled)
 JJ0359
 JJ0359                          SUPERSEDED SURVEY CONTROL
 JJ0359
 JJ0359  NGVD 29 (??/??/92) 1460.290  (m)         4790.97   (f) ADJ UNCH    2 0
 JJ0359
 JJ0359.Superseded values are not recommended for survey control.
 JJ0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0359.See file dsdata.txt to determine how the superseded data were derived.
 JJ0359
 JJ0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD498014(NAD 83)
 JJ0359_MARKER: DB = BENCH MARK DISK
 JJ0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0359_STAMPING: A 79 1935
 JJ0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0359+STABILITY: SURFACE MOTION
 JJ0359
 JJ0359  HISTORY     - Date     Condition        Report By
 JJ0359  HISTORY     - 1935     MONUMENTED       CGS
 JJ0359  HISTORY     - 1941     GOOD             NGS
 JJ0359  HISTORY     - 1974     MARK NOT FOUND   USGS
 JJ0359
 JJ0359                          STATION DESCRIPTION
 JJ0359
 JJ0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0359'6.9 MI S FROM BOYERO.
 JJ0359'TO REACH FROM THE POST OFFICE IN BOYERO--GO 1.0 MILE SOUTHERLY
 JJ0359'ALONG STATE HIGHWAY NO.63 TO THE INTERSECTION OF STATE HIGHWAY
 JJ0359'NO.94, THENCE CONTINUE 5.9 MILES SOUTHERLY ALONG STATE HIGHWAY
 JJ0359'NO.63 TO THE SITE OF BENCH MARK.  BENCH MARK IS 44.0 FEET EAST
 JJ0359'OF AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE HIGHWAY, 15.0 FEET
 JJ0359'EAST OF FENCE CORNER AND GATE POST, 3.0 FEET WEST OF A 4 X 4-INCH
 JJ0359'WOODEN MARKER POST AND 1.0 FOOT SOUTH OF SECTION LINE FENCE.  THE
 JJ0359'MONUMENT PROJECTS 0.3 FOOT.
 JJ0359
 JJ0359                          STATION RECOVERY (1974)
 JJ0359
 JJ0359'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0099 ***********************************************************************
 JL0099  DESIGNATION -  A 8
 JL0099  PID         -  JL0099
 JL0099  STATE/COUNTY-  CO/SAGUACHE
 JL0099  USGS QUAD   -  PAHLONE PEAK (1967)
 JL0099
 JL0099                         *CURRENT SURVEY CONTROL
 JL0099  ___________________________________________________________________
 JL0099* NAD 83(1986)-  38 23 26.     (N)    106 16 02.     (W)     SCALED    
 JL0099* NAVD 88     -      3106.836  (meters)   10193.01   (feet)  POSTED    
 JL0099  ___________________________________________________________________
 JL0099  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 JL0099  DYNAMIC HT  -        3102.480 (meters)   10178.72  (feet)  COMP
 JL0099  MODELED GRAV-     979,113.8   (mgal)                       NAVD 88
 JL0099
 JL0099  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JL0099
 JL0099.The horizontal coordinates were scaled from a topographic map and have
 JL0099.an estimated accuracy of +/- 6 seconds.
 JL0099
 JL0099.The orthometric height was determined by differential leveling
 JL0099.and adjusted by the National Geodetic Survey in 1992..
 JL0099.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JL0099.rate of 0.0 thru 1.0 mm/km.
 JL0099
 JL0099.The geoid height was determined by GEOID03.
 JL0099
 JL0099.The dynamic height is computed by dividing the NAVD 88
 JL0099.geopotential number by the normal gravity value computed on the
 JL0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0099.degrees latitude (g = 980.6199 gals.).
 JL0099
 JL0099.The modeled gravity was interpolated from observed gravity values.
 JL0099
 JL0099;                    North         East    Units  Estimated Accuracy
 JL0099;SPC CO S     -   496,410.      847,380.      MT  (+/- 180 meters Scaled)
 JL0099
 JL0099                          SUPERSEDED SURVEY CONTROL
 JL0099
 JL0099  NGVD 29 (??/??/92) 3104.973  (m)        10186.90   (f) ADJ UNCH    1 2
 JL0099
 JL0099.Superseded values are not recommended for survey control.
 JL0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0099.See file dsdata.txt to determine how the superseded data were derived.
 JL0099
 JL0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC893499(NAD 83)
 JL0099_MARKER: DB = BENCH MARK DISK
 JL0099_SETTING: 66 = SET IN ROCK OUTCROP
 JL0099_SP_SET: ROCK OUTCROP
 JL0099_STAMPING: A 8 1926
 JL0099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0099+STABILITY: POSITION/ELEVATION WELL
 JL0099
 JL0099  HISTORY     - Date     Condition        Report By
 JL0099  HISTORY     - 1926     MONUMENTED       CGS
 JL0099  HISTORY     - 1934     MARK NOT FOUND   USFS
 JL0099  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0099
 JL0099                          STATION DESCRIPTION
 JL0099
 JL0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 JL0099'13.0 MI E FROM SARGENTS.
 JL0099'13.0 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JL0099'THE STATION AT SARGENTS, SAGUACHE COUNTY, 0.2 MILE EAST OF MILEPOST
 JL0099'D-244, 14 FEET NORTH OF THE TRACK, ABOUT 3 FEET HIGHER THAN THE TRACK,
 JL0099'AND IN A ROCK OUTCROP.  A STANDARD DISK, STAMPED A 8 1926.
 JL0099
 JL0099                          STATION RECOVERY (1934)
 JL0099
 JL0099'RECOVERY NOTE BY US FOREST SERVICE 1934
 JL0099'MARK NOT FOUND.
 JL0099
 JL0099                          STATION RECOVERY (1984)
 JL0099
 JL0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0099'THE RAILROAD TRACK IS NOW A TWO LANE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0507 ***********************************************************************
 JJ0507  DESIGNATION -  A 80
 JJ0507  PID         -  JJ0507
 JJ0507  STATE/COUNTY-  CO/OTERO
 JJ0507  USGS QUAD   -  ROCKY FORD (1979)
 JJ0507
 JJ0507                         *CURRENT SURVEY CONTROL
 JJ0507  ___________________________________________________________________
 JJ0507* NAD 83(1986)-  38 03 50.     (N)    103 44 52.     (W)     SCALED    
 JJ0507* NAVD 88     -      1283.557  (meters)    4211.14   (feet)  ADJUSTED  
 JJ0507  ___________________________________________________________________
 JJ0507  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 JJ0507  DYNAMIC HT  -        1282.265 (meters)    4206.90  (feet)  COMP
 JJ0507  MODELED GRAV-     979,578.7   (mgal)                       NAVD 88
 JJ0507
 JJ0507  VERT ORDER  -  SECOND    CLASS 0
 JJ0507
 JJ0507.The horizontal coordinates were scaled from a topographic map and have
 JJ0507.an estimated accuracy of +/- 6 seconds.
 JJ0507
 JJ0507.The orthometric height was determined by differential leveling
 JJ0507.and adjusted by the National Geodetic Survey in June 1991..
 JJ0507
 JJ0507.The geoid height was determined by GEOID03.
 JJ0507
 JJ0507.The dynamic height is computed by dividing the NAVD 88
 JJ0507.geopotential number by the normal gravity value computed on the
 JJ0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0507.degrees latitude (g = 980.6199 gals.).
 JJ0507
 JJ0507.The modeled gravity was interpolated from observed gravity values.
 JJ0507
 JJ0507;                    North         East    Units  Estimated Accuracy
 JJ0507;SPC CO S     -   461,310.    1,068,150.      MT  (+/- 180 meters Scaled)
 JJ0507
 JJ0507                          SUPERSEDED SURVEY CONTROL
 JJ0507
 JJ0507  NGVD 29 (??/??/92) 1282.879  (m)         4208.91   (f) ADJ UNCH    2 0
 JJ0507
 JJ0507.Superseded values are not recommended for survey control.
 JJ0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0507.See file dsdata.txt to determine how the superseded data were derived.
 JJ0507
 JJ0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC098136(NAD 83)
 JJ0507_MARKER: DB = BENCH MARK DISK
 JJ0507_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0507_SP_SET: CULVERT
 JJ0507_STAMPING: A 80 1935
 JJ0507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0507
 JJ0507  HISTORY     - Date     Condition        Report By
 JJ0507  HISTORY     - 1935     MONUMENTED       CGS
 JJ0507  HISTORY     - 1941     GOOD             NGS
 JJ0507
 JJ0507                          STATION DESCRIPTION
 JJ0507
 JJ0507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0507'1.8 MI W FROM ROCKY FORD.
 JJ0507'TO REACH FROM THE A.T. AND S.F. RAILWAY DEPOT-- GO 1.8 MILES WEST
 JJ0507'ALONG U.S. HWY. 50 TO JUNCTION OF U.S. HWY. 50 AND STATE HWY. 71,
 JJ0507'TO SITE OF BENCH MARK.  BENCH MARK IS AT THE JUNCTION OF U.S. HWY.
 JJ0507'50 AND STATE HWY. 71, 65.0 FEET NORTH OF THE CENTERLINE OF THE
 JJ0507'MAIN TRACK, 60.0 FEET WEST OF A STEEL, POWERLINE TOWER, 20.0 FEET
 JJ0507'NORTHWEST OF A FENCE CORNER, 18.0 FEET SOUTH OF AND APPROXIMATELY
 JJ0507'1.0 ABOVE THE CENTERLINE OF THE HWY.  A STD. DISK SET FLUSH AND
 JJ0507'HORIZONTALLY IN A CONCRETE, HEADWALL OF A BOX CULVERT, PROJECTING,
 JJ0507'1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0508 ***********************************************************************
 JJ0508  DESIGNATION -  A 80 RESET
 JJ0508  PID         -  JJ0508
 JJ0508  STATE/COUNTY-  CO/OTERO
 JJ0508  USGS QUAD   -  ROCKY FORD (1979)
 JJ0508
 JJ0508                         *CURRENT SURVEY CONTROL
 JJ0508  ___________________________________________________________________
 JJ0508* NAD 83(1986)-  38 03 51.     (N)    103 44 52.     (W)     SCALED    
 JJ0508* NAVD 88     -      1283.476  (meters)    4210.87   (feet)  ADJUSTED  
 JJ0508  ___________________________________________________________________
 JJ0508  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 JJ0508  DYNAMIC HT  -        1282.184 (meters)    4206.63  (feet)  COMP
 JJ0508  MODELED GRAV-     979,578.8   (mgal)                       NAVD 88
 JJ0508
 JJ0508  VERT ORDER  -  FIRST     CLASS II
 JJ0508
 JJ0508.The horizontal coordinates were scaled from a topographic map and have
 JJ0508.an estimated accuracy of +/- 6 seconds.
 JJ0508
 JJ0508.The orthometric height was determined by differential leveling
 JJ0508.and adjusted by the National Geodetic Survey in June 1991..
 JJ0508
 JJ0508.The geoid height was determined by GEOID03.
 JJ0508
 JJ0508.The dynamic height is computed by dividing the NAVD 88
 JJ0508.geopotential number by the normal gravity value computed on the
 JJ0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0508.degrees latitude (g = 980.6199 gals.).
 JJ0508
 JJ0508.The modeled gravity was interpolated from observed gravity values.
 JJ0508
 JJ0508;                    North         East    Units  Estimated Accuracy
 JJ0508;SPC CO S     -   461,340.    1,068,150.      MT  (+/- 180 meters Scaled)
 JJ0508
 JJ0508                          SUPERSEDED SURVEY CONTROL
 JJ0508
 JJ0508.No superseded survey control is available for this station.
 JJ0508
 JJ0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC098136(NAD 83)
 JJ0508_MARKER: DB = BENCH MARK DISK
 JJ0508_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JJ0508_SP_SET: HEADWALL
 JJ0508_STAMPING: A 80 RESET 1967
 JJ0508_MARK LOGO: CGS   
 JJ0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0508+STABILITY: SURFACE MOTION
 JJ0508
 JJ0508  HISTORY     - Date     Condition        Report By
 JJ0508  HISTORY     - 1967     MONUMENTED       CGS
 JJ0508  HISTORY     - 1985     GOOD             NGS
 JJ0508
 JJ0508                          STATION DESCRIPTION
 JJ0508
 JJ0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 JJ0508'1.8 MI W FROM ROCKY FORD.
 JJ0508'55 FT. NORTH OF MAIN LINE OF AT AND SF RAILWAY STATION, 73 FT. WEST
 JJ0508'OF CENTER OF COUNTY ROAD CROSSING ALONG MAIN LINE AT AND SF - NORTH
 JJ0508'55 FT, 4 FT. SOUTH OF SOUTH CURB ON SOUTH EDGE OF SH 50 AT THE
 JJ0508'SOUTHWEST CORNER OF INTERSECTION OF SH 71, 6 IN. ABOVE THE GROUND.
 JJ0508
 JJ0508                          STATION RECOVERY (1985)
 JJ0508
 JJ0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0508'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.8 KM (1.75
 JJ0508'MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE STATION IN ROCKY
 JJ0508'FORD, IN THE CENTER OF THE SOUTHWEST CONCRETE HEADWALL OF A 6- BY 6-FT
 JJ0508'CONCRETE CULVERT UNDER U.S. HIGHWAY 50, 19.2 M (63.0 FT) WEST OF THE
 JJ0508'CENTER OF STATE HIGHWAY 71, 16.5 M (54.1 FT) NORTHEAST OF THE NEAR
 JJ0508'RAIL, AND 7.7 M (24.9 FT) SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND
 JJ0508'LANES OF THE HIGHWAY.
 JJ0508'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0982 ***********************************************************************
 JJ0982  DESIGNATION -  A 81 RESET
 JJ0982  PID         -  JJ0982
 JJ0982  STATE/COUNTY-  CO/LINCOLN
 JJ0982  USGS QUAD   -  FORDER (1978)
 JJ0982
 JJ0982                         *CURRENT SURVEY CONTROL
 JJ0982  ___________________________________________________________________
 JJ0982* NAD 83(1986)-  38 44 21.     (N)    103 43 08.     (W)     SCALED    
 JJ0982* NAVD 88     -      1534.48   (meters)    5034.4    (feet)  RESET     
 JJ0982  ___________________________________________________________________
 JJ0982  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 JJ0982
 JJ0982  VERT ORDER  -  THIRD
 JJ0982
 JJ0982.The horizontal coordinates were scaled from a topographic map and have
 JJ0982.an estimated accuracy of +/- 6 seconds.
 JJ0982
 JJ0982.The orthometric height was computed from unverified reset data.
 JJ0982.No vertical observational check was made to the station.
 JJ0982
 JJ0982.The geoid height was determined by GEOID03.
 JJ0982
 JJ0982;                    North         East    Units  Estimated Accuracy
 JJ0982;SPC CO C     -   406,870.    1,069,240.      MT  (+/- 180 meters Scaled)
 JJ0982
 JJ0982                          SUPERSEDED SURVEY CONTROL
 JJ0982
 JJ0982  NGVD 29 (03/28/06) 1533.71   (m)         5031.8    (f) RESET       3  
 JJ0982
 JJ0982.Superseded values are not recommended for survey control.
 JJ0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0982.See file dsdata.txt to determine how the superseded data were derived.
 JJ0982
 JJ0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC113886(NAD 83)
 JJ0982_MARKER: DB = BENCH MARK DISK
 JJ0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0982_SP_SET: CONCRETE POST
 JJ0982_STAMPING: A 81 RESET 1988
 JJ0982_MARK LOGO: NGS   
 JJ0982_MAGNETIC: N = NO MAGNETIC MATERIAL
 JJ0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0982+STABILITY: SURFACE MOTION
 JJ0982
 JJ0982  HISTORY     - Date     Condition        Report By
 JJ0982  HISTORY     - 1988     MONUMENTED       NGS
 JJ0982
 JJ0982                          STATION DESCRIPTION
 JJ0982
 JJ0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 JJ0982'ABOUT 7.2 KM (4.47 MI) NORTH ALONG STATE HIGHWAY 71 FROM THE OLD
 JJ0982'SCHOOLHOUSE AT FORDER, ABOUT 1.3 KM (0.81 MI) SOUTH OF A ROAD
 JJ0982'JUNCTION AND A CURVE, ABOUT 0.8 KM (0.50 MI) NORTH OF THE JUNCTION OF
 JJ0982'A ROAD LEADING WEST, 61.7 M (202.43 FT) EAST-SOUTHEAST OF POWER POLE
 JJ0982'13, 45.5 M (149.28 FT) WEST OF A 15-INCH DIAMETER COTTONWOOD TREE,
 JJ0982'23.3 M (76.44 FT) EAST-SOUTHEAST OF THE NEW CENTER LINE AND AT
 JJ0982'STATION 1913+00.  IT IS 21.34 M (70.01 FT) EAST-NORTHEAST OF THE OLD
 JJ0982'BENCH MARK AND 0.5 M (1.64 FT) EAST-SOUTHEAST OF THE EASTERN
 JJ0982'RIGHT-OF-WAY FENCE, 1.5 M (4.92 FT) BELOW THE NEW ROAD SURFACE AND
 JJ0982'0.5 M (1.64 FT) NORTH-NORTHEAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0134 ***********************************************************************
 JJ0134  DESIGNATION -  A 82
 JJ0134  PID         -  JJ0134
 JJ0134  STATE/COUNTY-  CO/KIOWA
 JJ0134  USGS QUAD   -  BRANDON (1968)
 JJ0134
 JJ0134                         *CURRENT SURVEY CONTROL
 JJ0134  ___________________________________________________________________
 JJ0134* NAD 83(1986)-  38 26 48.     (N)    102 27 15.     (W)     SCALED    
 JJ0134* NAVD 88     -      1189.726  (meters)    3903.29   (feet)  ADJUSTED  
 JJ0134  ___________________________________________________________________
 JJ0134  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 JJ0134  DYNAMIC HT  -        1188.623 (meters)    3899.67  (feet)  COMP
 JJ0134  MODELED GRAV-     979,660.8   (mgal)                       NAVD 88
 JJ0134
 JJ0134  VERT ORDER  -  SECOND    CLASS 0
 JJ0134
 JJ0134.The horizontal coordinates were scaled from a topographic map and have
 JJ0134.an estimated accuracy of +/- 6 seconds.
 JJ0134
 JJ0134.The orthometric height was determined by differential leveling
 JJ0134.and adjusted by the National Geodetic Survey in June 1991..
 JJ0134
 JJ0134.The geoid height was determined by GEOID03.
 JJ0134
 JJ0134.The dynamic height is computed by dividing the NAVD 88
 JJ0134.geopotential number by the normal gravity value computed on the
 JJ0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0134.degrees latitude (g = 980.6199 gals.).
 JJ0134
 JJ0134.The modeled gravity was interpolated from observed gravity values.
 JJ0134
 JJ0134;                    North         East    Units  Estimated Accuracy
 JJ0134;SPC CO S     -   506,690.    1,180,250.      MT  (+/- 180 meters Scaled)
 JJ0134
 JJ0134                          SUPERSEDED SURVEY CONTROL
 JJ0134
 JJ0134  NGVD 29 (??/??/92) 1189.216  (m)         3901.62   (f) ADJ UNCH    2 0
 JJ0134
 JJ0134.Superseded values are not recommended for survey control.
 JJ0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0134.See file dsdata.txt to determine how the superseded data were derived.
 JJ0134
 JJ0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC221584(NAD 83)
 JJ0134_MARKER: DB = BENCH MARK DISK
 JJ0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0134_STAMPING: A 82 1935
 JJ0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0134+STABILITY: SURFACE MOTION
 JJ0134
 JJ0134  HISTORY     - Date     Condition        Report By
 JJ0134  HISTORY     - 1935     MONUMENTED       CGS
 JJ0134  HISTORY     - 1967     GOOD             USGS
 JJ0134  HISTORY     - 19951102 MARK NOT FOUND   CODOT
 JJ0134
 JJ0134                          STATION DESCRIPTION
 JJ0134
 JJ0134'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JJ0134'0.8 MI W FROM BRANDON.
 JJ0134'0.8 MILE WEST ALONG THE MISSOURI PACIFIC RR FROM BRANDON, KIOWA
 JJ0134'COUNTY, 123 FEET WEST OF MILE POLE 767, 5.7 FEET NNE OF POLE
 JJ0134'767+01, 3.5 FEET SOUTH OF OLD R.O.W. FENCE, 30 FEET EAST OF CENTERLINE
 JJ0134'N-S ROAD, 46 FEET NORTH OF CENTERLINE TRACK, 5.0 FEET SW OF POST. A ST
 JJ0134'TABLET, STAMPED A 82 1935 AND SET IN THE TOP OF A
 JJ0134'WITNESS SIGN ON CONCRETE POST 2.3 FEET UNDERGROUND.
 JJ0134
 JJ0134                          STATION RECOVERY (1995)
 JJ0134
 JJ0134'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (PG)
 JJ0134'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0351 ***********************************************************************
 JJ0351  DESIGNATION -  A 83
 JJ0351  PID         -  JJ0351
 JJ0351  STATE/COUNTY-  CO/KIOWA
 JJ0351  USGS QUAD   -  GALATEA (1978)
 JJ0351
 JJ0351                         *CURRENT SURVEY CONTROL
 JJ0351  ___________________________________________________________________
 JJ0351* NAD 83(1986)-  38 30 16.     (N)    103 02 15.     (W)     SCALED    
 JJ0351* NAVD 88     -      1336.761  (meters)    4385.69   (feet)  ADJUSTED  
 JJ0351  ___________________________________________________________________
 JJ0351  GEOID HEIGHT-         -22.41  (meters)                     GEOID03
 JJ0351  DYNAMIC HT  -        1335.459 (meters)    4381.42  (feet)  COMP
 JJ0351  MODELED GRAV-     979,608.2   (mgal)                       NAVD 88
 JJ0351
 JJ0351  VERT ORDER  -  SECOND    CLASS 0
 JJ0351
 JJ0351.The horizontal coordinates were scaled from a topographic map and have
 JJ0351.an estimated accuracy of +/- 6 seconds.
 JJ0351
 JJ0351.The orthometric height was determined by differential leveling
 JJ0351.and adjusted by the National Geodetic Survey in June 1991..
 JJ0351
 JJ0351.The geoid height was determined by GEOID03.
 JJ0351
 JJ0351.The dynamic height is computed by dividing the NAVD 88
 JJ0351.geopotential number by the normal gravity value computed on the
 JJ0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0351.degrees latitude (g = 980.6199 gals.).
 JJ0351
 JJ0351.The modeled gravity was interpolated from observed gravity values.
 JJ0351
 JJ0351;                    North         East    Units  Estimated Accuracy
 JJ0351;SPC CO S     -   511,600.    1,129,180.      MT  (+/- 180 meters Scaled)
 JJ0351
 JJ0351                          SUPERSEDED SURVEY CONTROL
 JJ0351
 JJ0351  NGVD 29 (??/??/92) 1336.134  (m)         4383.63   (f) ADJ UNCH    2 0
 JJ0351
 JJ0351.Superseded values are not recommended for survey control.
 JJ0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0351.See file dsdata.txt to determine how the superseded data were derived.
 JJ0351
 JJ0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC711636(NAD 83)
 JJ0351_MARKER: DB = BENCH MARK DISK
 JJ0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0351_STAMPING: A 83 1935
 JJ0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0351+STABILITY: SURFACE MOTION
 JJ0351
 JJ0351  HISTORY     - Date     Condition        Report By
 JJ0351  HISTORY     - 1935     MONUMENTED       CGS
 JJ0351  HISTORY     - 1974     MARK NOT FOUND   NGS
 JJ0351
 JJ0351                          STATION DESCRIPTION
 JJ0351
 JJ0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JJ0351'14.2 MI W FROM EADS.
 JJ0351'14.2 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JJ0351'STATION AT EADS, KIOWA COUNTY, AT MILEAGE POLE 799-35, AT THE EAST
 JJ0351'END OF A CUT IN THE GRADE, 40 FEET SOUTH OF THE CENTERLINE OF THE
 JJ0351'TRACK, 39 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 96, 3 FEET
 JJ0351'EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET HIGHER
 JJ0351'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED A 83 1935 AND SET
 JJ0351'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0354 ***********************************************************************
 JJ0354  DESIGNATION -  A 84
 JJ0354  PID         -  JJ0354
 JJ0354  STATE/COUNTY-  CO/LINCOLN
 JJ0354  USGS QUAD   -  BOYERO (1978)
 JJ0354
 JJ0354                         *CURRENT SURVEY CONTROL
 JJ0354  ___________________________________________________________________
 JJ0354* NAD 83(1986)-  38 55 16.     (N)    103 16 28.     (W)     SCALED    
 JJ0354* NAVD 88     -      1437.007  (meters)    4714.58   (feet)  ADJUSTED  
 JJ0354  ___________________________________________________________________
 JJ0354  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 JJ0354  DYNAMIC HT  -        1435.620 (meters)    4710.03  (feet)  COMP
 JJ0354  MODELED GRAV-     979,612.6   (mgal)                       NAVD 88
 JJ0354
 JJ0354  VERT ORDER  -  SECOND    CLASS 0
 JJ0354
 JJ0354.The horizontal coordinates were scaled from a topographic map and have
 JJ0354.an estimated accuracy of +/- 6 seconds.
 JJ0354
 JJ0354.The orthometric height was determined by differential leveling
 JJ0354.and adjusted by the National Geodetic Survey in June 1991..
 JJ0354
 JJ0354.The geoid height was determined by GEOID03.
 JJ0354
 JJ0354.The dynamic height is computed by dividing the NAVD 88
 JJ0354.geopotential number by the normal gravity value computed on the
 JJ0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0354.degrees latitude (g = 980.6199 gals.).
 JJ0354
 JJ0354.The modeled gravity was interpolated from observed gravity values.
 JJ0354
 JJ0354;                    North         East    Units  Estimated Accuracy
 JJ0354;SPC CO C     -   427,920.    1,107,380.      MT  (+/- 180 meters Scaled)
 JJ0354
 JJ0354                          SUPERSEDED SURVEY CONTROL
 JJ0354
 JJ0354  NGVD 29 (??/??/92) 1436.309  (m)         4712.29   (f) ADJ UNCH    2 0
 JJ0354
 JJ0354.Superseded values are not recommended for survey control.
 JJ0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0354.See file dsdata.txt to determine how the superseded data were derived.
 JJ0354
 JJ0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD495094(NAD 83)
 JJ0354_MARKER: DB = BENCH MARK DISK
 JJ0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0354_STAMPING: A 84 1935
 JJ0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0354+STABILITY: SURFACE MOTION
 JJ0354
 JJ0354  HISTORY     - Date     Condition        Report By
 JJ0354  HISTORY     - 1941     MONUMENTED       CGS
 JJ0354  HISTORY     - 1974     GOOD             USGS
 JJ0354
 JJ0354                          STATION DESCRIPTION
 JJ0354
 JJ0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0354'2 MI S FROM BOYERO.
 JJ0354'TO REACH FROM THE POST OFFICE IN BOYERO--GO 1.0 MILE SOUTH ALONG
 JJ0354'STATE HIGHWAY NO.63 TO THE INTERSECTION OF STATE HIGHWAY NO.94,
 JJ0354'THENCE, GO 1.0 MILE SOUTH ALONG STATE HIGHWAY NO.63 TO THE SITE OF
 JJ0354'BENCH MARK.  BENCH MARK IS ABOUT 346.0 FEET SOUTH OF THE SOUTH END
 JJ0354'OF A WOODEN BRIDGE OVER SANDY WASH, ABOUT 0.1 MILE NORTH OF A
 JJ0354'CEMETERY AND ABOUT 123.0 FEET SOUTHWEST OF SUMMIT OF GRADE.  IT
 JJ0354'IS 76.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 JJ0354'OF THE HIGHWAY, 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST
 JJ0354'AND 1.2 FEET EAST OF FENCE.  THE MONUMENT PROJECTS 0.4 FOOT.
 JJ0354
 JJ0354                          STATION RECOVERY (1974)
 JJ0354
 JJ0354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0135 ***********************************************************************
 HJ0135  DESIGNATION -  A 85
 HJ0135  PID         -  HJ0135
 HJ0135  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0135  USGS QUAD   -  BRANSON (1972)
 HJ0135
 HJ0135                         *CURRENT SURVEY CONTROL
 HJ0135  ___________________________________________________________________
 HJ0135* NAD 83(1986)-  37 02 27.     (N)    103 53 08.     (W)     SCALED    
 HJ0135* NAVD 88     -      1875.028  (meters)    6151.65   (feet)  ADJUSTED  
 HJ0135  ___________________________________________________________________
 HJ0135  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 HJ0135  DYNAMIC HT  -        1872.755 (meters)    6144.20  (feet)  COMP
 HJ0135  MODELED GRAV-     979,351.9   (mgal)                       NAVD 88
 HJ0135
 HJ0135  VERT ORDER  -  SECOND    CLASS 0
 HJ0135
 HJ0135.The horizontal coordinates were scaled from a topographic map and have
 HJ0135.an estimated accuracy of +/- 6 seconds.
 HJ0135
 HJ0135.The orthometric height was determined by differential leveling
 HJ0135.and adjusted by the National Geodetic Survey in June 1991..
 HJ0135
 HJ0135.The geoid height was determined by GEOID03.
 HJ0135
 HJ0135.The dynamic height is computed by dividing the NAVD 88
 HJ0135.geopotential number by the normal gravity value computed on the
 HJ0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0135.degrees latitude (g = 980.6199 gals.).
 HJ0135
 HJ0135.The modeled gravity was interpolated from observed gravity values.
 HJ0135
 HJ0135;                    North         East    Units  Estimated Accuracy
 HJ0135;SPC CO S     -   347,570.    1,058,030.      MT  (+/- 180 meters Scaled)
 HJ0135
 HJ0135                          SUPERSEDED SURVEY CONTROL
 HJ0135
 HJ0135  NGVD 29 (??/??/92) 1874.029  (m)         6148.38   (f) ADJ UNCH    2 0
 HJ0135
 HJ0135.Superseded values are not recommended for survey control.
 HJ0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0135.See file dsdata.txt to determine how the superseded data were derived.
 HJ0135
 HJ0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA991999(NAD 83)
 HJ0135_MARKER: DB = BENCH MARK DISK
 HJ0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0135_STAMPING: A 85 1935
 HJ0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0135+STABILITY: SURFACE MOTION
 HJ0135
 HJ0135  HISTORY     - Date     Condition        Report By
 HJ0135  HISTORY     - 1935     MONUMENTED       CGS
 HJ0135  HISTORY     - 1971     GOOD             USGS
 HJ0135
 HJ0135                          STATION DESCRIPTION
 HJ0135
 HJ0135'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HJ0135'1.5 MI N FROM BRANSON.
 HJ0135'ABOUT 1.5 MILES NORTH ALONG COLORADO STATE HIGHWAY 389 FROM THE
 HJ0135'POSTOFFICE AT BRANSON, 35 FT EAST OF THE CENTERLINE OF THE HIGHWAY.
 HJ0135'A STANDARD DISK STAMPED A 85 1935 AND SET IN THE TOP OF A CONCRETE
 HJ0135'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0081 ***********************************************************************
 HJ0081  DESIGNATION -  A 87
 HJ0081  PID         -  HJ0081
 HJ0081  STATE/COUNTY-  CO/BACA
 HJ0081  USGS QUAD   -  SPRINGFIELD EAST (1978)
 HJ0081
 HJ0081                         *CURRENT SURVEY CONTROL
 HJ0081  ___________________________________________________________________
 HJ0081* NAD 83(1986)-  37 23 32.     (N)    102 33 20.     (W)     SCALED    
 HJ0081* NAVD 88     -      1319.482  (meters)    4329.00   (feet)  POSTED    
 HJ0081  ___________________________________________________________________
 HJ0081  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 HJ0081  DYNAMIC HT  -        1318.090 (meters)    4324.43  (feet)  COMP
 HJ0081  MODELED GRAV-     979,532.8   (mgal)                       NAVD 88
 HJ0081
 HJ0081  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 HJ0081
 HJ0081.The horizontal coordinates were scaled from a topographic map and have
 HJ0081.an estimated accuracy of +/- 6 seconds.
 HJ0081
 HJ0081.The orthometric height was determined by differential leveling
 HJ0081.and adjusted by the National Geodetic Survey in 1992..
 HJ0081.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 HJ0081.rate of 3.1 thru 4.0 mm/km.
 HJ0081
 HJ0081.The geoid height was determined by GEOID03.
 HJ0081
 HJ0081.The dynamic height is computed by dividing the NAVD 88
 HJ0081.geopotential number by the normal gravity value computed on the
 HJ0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0081.degrees latitude (g = 980.6199 gals.).
 HJ0081
 HJ0081.The modeled gravity was interpolated from observed gravity values.
 HJ0081
 HJ0081;                    North         East    Units  Estimated Accuracy
 HJ0081;SPC CO S     -   389,430.    1,175,090.      MT  (+/- 180 meters Scaled)
 HJ0081
 HJ0081                          SUPERSEDED SURVEY CONTROL
 HJ0081
 HJ0081  NGVD 29 (??/??/92) 1318.890  (m)         4327.06   (f) ADJ UNCH    2 0
 HJ0081
 HJ0081.Superseded values are not recommended for survey control.
 HJ0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0081.See file dsdata.txt to determine how the superseded data were derived.
 HJ0081
 HJ0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB163411(NAD 83)
 HJ0081_MARKER: DB = BENCH MARK DISK
 HJ0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0081_STAMPING: A 87 1935
 HJ0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0081+STABILITY: SURFACE MOTION
 HJ0081
 HJ0081  HISTORY     - Date     Condition        Report By
 HJ0081  HISTORY     - 1935     MONUMENTED       CGS
 HJ0081  HISTORY     - 1941     GOOD             NGS
 HJ0081  HISTORY     - 1973     MARK NOT FOUND   USGS
 HJ0081
 HJ0081                          STATION DESCRIPTION
 HJ0081
 HJ0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 HJ0081'3.5 MI E FROM SPRINGFIELD.
 HJ0081'TO REACH BENCH MARK GO 3.5 MILES EAST ALONG THE ATCHISON TOPEKA
 HJ0081'AND SANTA FE RAILROAD TO SITE OF BENCH MARK.  BENCH MARK IS ABOUT
 HJ0081'80.0 FEET NORTHWEST OF AND ACROSS THE TRACK FROM MILE POLE 92,
 HJ0081'66.0 FEET EAST OF A GATE IN THE RIGHT OF WAY FENCE, 51.0 FEET
 HJ0081'NORTH OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF THE RAILROAD
 HJ0081'TRACK, 3.0 FEET WEST OF A 4 X 4 INCH WOODEN MARKER POST, AND
 HJ0081'3.0 FEET EAST OF A NORTH-SOUTH FENCE.  A STANDARD DISK SET IN
 HJ0081'CONCRETE POST PROJECTING 0.6 FOOT.
 HJ0081
 HJ0081                          STATION RECOVERY (1973)
 HJ0081
 HJ0081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HJ0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0035 ***********************************************************************
 HJ0035  DESIGNATION -  A 88
 HJ0035  PID         -  HJ0035
 HJ0035  STATE/COUNTY-  CO/BACA
 HJ0035  USGS QUAD   -  STONINGTON (1978)
 HJ0035
 HJ0035                         *CURRENT SURVEY CONTROL
 HJ0035  ___________________________________________________________________
 HJ0035* NAD 83(1986)-  37 15 56.     (N)    102 11 11.     (W)     SCALED    
 HJ0035* NAVD 88     -      1164.495  (meters)    3820.51   (feet)  ADJUSTED  
 HJ0035  ___________________________________________________________________
 HJ0035  GEOID HEIGHT-         -24.05  (meters)                     GEOID03
 HJ0035  DYNAMIC HT  -        1163.297 (meters)    3816.58  (feet)  COMP
 HJ0035  MODELED GRAV-     979,561.3   (mgal)                       NAVD 88
 HJ0035
 HJ0035  VERT ORDER  -  SECOND    CLASS 0
 HJ0035
 HJ0035.The horizontal coordinates were scaled from a topographic map and have
 HJ0035.an estimated accuracy of +/- 6 seconds.
 HJ0035
 HJ0035.The orthometric height was determined by differential leveling
 HJ0035.and adjusted by the National Geodetic Survey in June 1991..
 HJ0035
 HJ0035.The geoid height was determined by GEOID03.
 HJ0035
 HJ0035.The dynamic height is computed by dividing the NAVD 88
 HJ0035.geopotential number by the normal gravity value computed on the
 HJ0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0035.degrees latitude (g = 980.6199 gals.).
 HJ0035
 HJ0035.The modeled gravity was interpolated from observed gravity values.
 HJ0035
 HJ0035;                    North         East    Units  Estimated Accuracy
 HJ0035;SPC CO S     -   376,480.    1,208,260.      MT  (+/- 180 meters Scaled)
 HJ0035
 HJ0035                          SUPERSEDED SURVEY CONTROL
 HJ0035
 HJ0035  NGVD 29 (??/??/92) 1164.028  (m)         3818.98   (f) ADJ UNCH    2 0
 HJ0035
 HJ0035.Superseded values are not recommended for survey control.
 HJ0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0035.See file dsdata.txt to determine how the superseded data were derived.
 HJ0035
 HJ0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB494280(NAD 83)
 HJ0035_MARKER: DB = BENCH MARK DISK
 HJ0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0035_STAMPING: A 88 1935
 HJ0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0035+STABILITY: SURFACE MOTION
 HJ0035
 HJ0035  HISTORY     - Date     Condition        Report By
 HJ0035  HISTORY     - 1935     MONUMENTED       CGS
 HJ0035
 HJ0035                          STATION DESCRIPTION
 HJ0035
 HJ0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HJ0035'2 MI S FROM STONINGTON.
 HJ0035'2.0 MILE SOUTH ALONG STATE HIGHWAY 51 FROM STONINGTON, ABOUT 22 FT.
 HJ0035'N. OF THE CENTER LINE OF A CROSS-ROAD, ABOUT 42 FT. W. OF THE CENTER
 HJ0035'LINE OF THE HWY. AND 2 FT. S.W. OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0110 ***********************************************************************
 HJ0110  DESIGNATION -  A 89
 HJ0110  PID         -  HJ0110
 HJ0110  STATE/COUNTY-  CO/BENT
 HJ0110  USGS QUAD   -  TOONERVILLE (1966)
 HJ0110
 HJ0110                         *CURRENT SURVEY CONTROL
 HJ0110  ___________________________________________________________________
 HJ0110* NAD 83(1986)-  37 46 29.     (N)    103 09 49.     (W)     SCALED    
 HJ0110* NAVD 88     -      1275.078  (meters)    4183.32   (feet)  ADJUSTED  
 HJ0110  ___________________________________________________________________
 HJ0110  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 HJ0110  DYNAMIC HT  -        1273.797 (meters)    4179.12  (feet)  COMP
 HJ0110  MODELED GRAV-     979,580.5   (mgal)                       NAVD 88
 HJ0110
 HJ0110  VERT ORDER  -  SECOND    CLASS 0
 HJ0110
 HJ0110.The horizontal coordinates were scaled from a topographic map and have
 HJ0110.an estimated accuracy of +/- 6 seconds.
 HJ0110
 HJ0110.The orthometric height was determined by differential leveling
 HJ0110.and adjusted by the National Geodetic Survey in June 1991..
 HJ0110
 HJ0110.The geoid height was determined by GEOID03.
 HJ0110
 HJ0110.The dynamic height is computed by dividing the NAVD 88
 HJ0110.geopotential number by the normal gravity value computed on the
 HJ0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0110.degrees latitude (g = 980.6199 gals.).
 HJ0110
 HJ0110.The modeled gravity was interpolated from observed gravity values.
 HJ0110
 HJ0110;                    North         East    Units  Estimated Accuracy
 HJ0110;SPC CO S     -   430,350.    1,120,210.      MT  (+/- 180 meters Scaled)
 HJ0110
 HJ0110                          SUPERSEDED SURVEY CONTROL
 HJ0110
 HJ0110  NGVD 29 (??/??/92) 1274.449  (m)         4181.25   (f) ADJ UNCH    2 0
 HJ0110
 HJ0110.Superseded values are not recommended for survey control.
 HJ0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0110.See file dsdata.txt to determine how the superseded data were derived.
 HJ0110
 HJ0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB617824(NAD 83)
 HJ0110_MARKER: DB = BENCH MARK DISK
 HJ0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0110_STAMPING: A 89 1935
 HJ0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0110+STABILITY: SURFACE MOTION
 HJ0110
 HJ0110  HISTORY     - Date     Condition        Report By
 HJ0110  HISTORY     - 1935     MONUMENTED       CGS
 HJ0110  HISTORY     - 1965     MARK NOT FOUND   NGS
 HJ0110
 HJ0110                          STATION DESCRIPTION
 HJ0110
 HJ0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HJ0110'0.3 MI S FROM TOONERVILLE.
 HJ0110'ABOUT 0.3 MILE SOUTH ALONG STATE HIGHWAY 101 FROM TOONERVILLE, BENT
 HJ0110'COUNTY, ABOUT 57 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET
 HJ0110'SOUTH OF A FENCE CORNER, AND 1 FOOT WEST OF A FENCE.  A STANDARD
 HJ0110'DISK, STAMPED A 89 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HJ0110
 HJ0110                          STATION RECOVERY (1965)
 HJ0110
 HJ0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HJ0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5203 ***********************************************************************
 AA5203  DESIGNATION -  A 9
 AA5203  PID         -  AA5203
 AA5203  STATE/COUNTY-  CO/JEFFERSON
 AA5203  USGS QUAD   -  RALSTON BUTTES (1965)
 AA5203
 AA5203                         *CURRENT SURVEY CONTROL
 AA5203  ___________________________________________________________________
 AA5203* NAD 83(1992)-  39 47 01.79387(N)    105 19 51.61681(W)     ADJUSTED  
 AA5203* NAVD 88     -      2364.7    (meters)    7758.     (feet)  GPS OBS   
 AA5203  ___________________________________________________________________
 AA5203  X           -  -1,298,154.662 (meters)                     COMP
 AA5203  Y           -  -4,735,185.326 (meters)                     COMP
 AA5203  Z           -   4,061,073.954 (meters)                     COMP
 AA5203  LAPLACE CORR-         -20.29  (seconds)                    DEFLEC99
 AA5203  ELLIP HEIGHT-        2350.13  (meters)          (12/03/02) GPS OBS
 AA5203  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 AA5203
 AA5203  HORZ ORDER  -  FIRST
 AA5203  ELLP ORDER  -  FOURTH    CLASS II
 AA5203
 AA5203.The horizontal coordinates were established by GPS observations
 AA5203.and adjusted by the National Geodetic Survey in May 1995..
 AA5203
 AA5203.The orthometric height was determined by GPS observations and a
 AA5203.high-resolution geoid model.
 AA5203
 AA5203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5203
 AA5203.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5203
 AA5203.The ellipsoidal height was determined by GPS observations
 AA5203.and is referenced to NAD 83.
 AA5203
 AA5203.The geoid height was determined by GEOID03.
 AA5203
 AA5203;                    North         East     Units Scale Factor Converg.
 AA5203;SPC CO C     -   521,341.806   928,878.486   MT  1.00000687   +0 06 23.7
 AA5203;SPC CO C     - 1,710,435.58  3,047,495.50   sFT  1.00000687   +0 06 23.7
 AA5203;UTM  13      - 4,403,817.482   471,656.619   MT  0.99960989   -0 12 42.5
 AA5203
 AA5203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5203!SPC CO C     -   0.99963144  x   1.00000687  =   0.99963831
 AA5203!UTM  13      -   0.99963144  x   0.99960989  =   0.99924148
 AA5203
 AA5203                          SUPERSEDED SURVEY CONTROL
 AA5203
 AA5203  ELLIP H (05/08/95) 2350.18   (m)                       GP(       ) 2 2
 AA5203
 AA5203.Superseded values are not recommended for survey control.
 AA5203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5203.See file dsdata.txt to determine how the superseded data were derived.
 AA5203
 AA5203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE7165703817(NAD 83)
 AA5203_MARKER: DB = BENCH MARK DISK
 AA5203_SETTING: 66 = SET IN ROCK OUTCROP
 AA5203_STAMPING: A-9 1941
 AA5203_MARK LOGO: USGS  
 AA5203_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5203_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA5203+STABILITY: POSITION/ELEVATION WELL
 AA5203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5203+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1994
 AA5203
 AA5203  HISTORY     - Date     Condition        Report By
 AA5203  HISTORY     - 1941     MONUMENTED       USGS
 AA5203  HISTORY     - 19940517 GOOD             CODOT
 AA5203
 AA5203                          STATION DESCRIPTION
 AA5203
 AA5203'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1994 (JPC)
 AA5203'THE STATION WILL BE USED DURING A GPS PROJECT. THE STATION IS
 AA5203'APPROXIMATELY 7 MI (11.3 KM) NORTHWEST OF GOLDEN AT GOLDEN GATE CANYON
 AA5203'ROAD MILEPOST 6.7 IN THE SOUTHWEST 1/4 OF SECTION 15, T 3 S, R 71 W,
 AA5203'6TH P.M. OWNERSHIP--UNKNOWN. TO REACH THE STATION FROM THE JUNCTION OF
 AA5203'U.S. HIGHWAY 6, STATE HIGHWAY 58 AND STATE HIGHWAY 93 WEST OF GOLDEN,
 AA5203'GO NORTH ON STATE HIGHWAY 93 FOR 1.4 MI (2.3 KM) TO GOLDEN GATE CANYON
 AA5203'ROAD, TURN LEFT ONTO THE GOLDEN GATE CANYON ROAD AND PROCEED 6.7 MI
 AA5203'(10.8 KM) TO THE STATION ON THE RIGHT. THE STATION IS A BRASS DISK SET
 AA5203'IN THE TOP SOUTH END OF A 3.3 M (10.8 FT) PEGMATITE ROCK OUTCROP
 AA5203'PROJECTING 0.5 M (1.6 FT) FROM THE GROUND ON THE SOUTH SIDE OF A SMALL
 AA5203'RIDGE AT GUY HILL.  IT IS 26.7 M (87.6 FT) NORTH OF THE CENTER OF
 AA5203'GOLDEN GATE CANYON ROAD, 23.3 M (76.4 FT) WEST OF THE CENTER OF A RAIL
 AA5203'CATTLE GUARD , 22.7 M (74.5 FT) WEST OF THE CENTER OF GUY HILL ROAD
 AA5203'(DIRT), 20.2 M (66.3 FT) NORTHWEST OF A FIBERGLASS CDOT WITNESS POST,
 AA5203'AND 19.7 M (64.6 FT) NORTH OF THE NORTH RIGHT OF WAY FENCE OF GOLDEN
 AA5203'GATE CANYON ROAD. DESCRIPTION BY K.A. WILLIAMS, CDOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0163 ***********************************************************************
 JJ0163  DESIGNATION -  A 92
 JJ0163  PID         -  JJ0163
 JJ0163  STATE/COUNTY-  CO/PROWERS
 JJ0163  USGS QUAD   -  GRANADA NE (1976)
 JJ0163
 JJ0163                         *CURRENT SURVEY CONTROL
 JJ0163  ___________________________________________________________________
 JJ0163* NAD 83(1986)-  38 09 28.     (N)    102 18 42.     (W)     SCALED    
 JJ0163* NAVD 88     -      1098.701  (meters)    3604.65   (feet)  ADJUSTED  
 JJ0163  ___________________________________________________________________
 JJ0163  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 JJ0163  DYNAMIC HT  -        1097.677 (meters)    3601.30  (feet)  COMP
 JJ0163  MODELED GRAV-     979,659.4   (mgal)                       NAVD 88
 JJ0163
 JJ0163  VERT ORDER  -  SECOND    CLASS 0
 JJ0163
 JJ0163.The horizontal coordinates were scaled from a topographic map and have
 JJ0163.an estimated accuracy of +/- 6 seconds.
 JJ0163
 JJ0163.The orthometric height was determined by differential leveling
 JJ0163.and adjusted by the National Geodetic Survey in June 1991..
 JJ0163
 JJ0163.The geoid height was determined by GEOID03.
 JJ0163
 JJ0163.The dynamic height is computed by dividing the NAVD 88
 JJ0163.geopotential number by the normal gravity value computed on the
 JJ0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0163.degrees latitude (g = 980.6199 gals.).
 JJ0163
 JJ0163.The modeled gravity was interpolated from observed gravity values.
 JJ0163
 JJ0163;                    North         East    Units  Estimated Accuracy
 JJ0163;SPC CO S     -   475,060.    1,193,780.      MT  (+/- 180 meters Scaled)
 JJ0163
 JJ0163                          SUPERSEDED SURVEY CONTROL
 JJ0163
 JJ0163  NGVD 29 (??/??/92) 1098.238  (m)         3603.14   (f) ADJ UNCH    2 0
 JJ0163
 JJ0163.Superseded values are not recommended for survey control.
 JJ0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0163.See file dsdata.txt to determine how the superseded data were derived.
 JJ0163
 JJ0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC355267(NAD 83)
 JJ0163_MARKER: DB = BENCH MARK DISK
 JJ0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0163_STAMPING: A 92 1935
 JJ0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0163+STABILITY: SURFACE MOTION
 JJ0163
 JJ0163  HISTORY     - Date     Condition        Report By
 JJ0163  HISTORY     - 1935     MONUMENTED       CGS
 JJ0163  HISTORY     - 1941     GOOD             NGS
 JJ0163
 JJ0163                          STATION DESCRIPTION
 JJ0163
 JJ0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0163'2.3 MI N FROM BRISTOL.
 JJ0163'TO REACH FROM THE HIGH SCHOOL IN BRISTOL--GO 2.3 MILES NORTH ALONG
 JJ0163'STATE HIGHWAY NO.51 TO THE SITE OF BENCH MARK.  BENCH MARK IS
 JJ0163'ABOUT 0.2 MILE SOUTH OF A LARGE WOODEN BRIDGE OVER IRRIGATION
 JJ0163'CANAL, AND ABOUT 176.0 FEET NORTHWEST OF GATE TO BARN YARD.  IT
 JJ0163'IS 52.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 JJ0163'OF THE HIGHWAY, 79.0 FEET SOUTH OF A FENCE CORNER, 27.5 FEET
 JJ0163'SOUTH OF TELEPHONE POLE, 2.0 FEET WEST OF TELEPHONE LINE, 3.0 FEET
 JJ0163'NORTH OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT EAST OF
 JJ0163'FENCE.  THE MONUMENT PROJECTS 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0142 ***********************************************************************
 HK0142  DESIGNATION -  A 93
 HK0142  PID         -  HK0142
 HK0142  STATE/COUNTY-  CO/HUERFANO
 HK0142  USGS QUAD   -  WALSENBURG NORTH (1963)
 HK0142
 HK0142                         *CURRENT SURVEY CONTROL
 HK0142  ___________________________________________________________________
 HK0142* NAD 83(1986)-  37 38 22.     (N)    104 48 54.     (W)     SCALED    
 HK0142* NAVD 88     -      1909.629  (meters)    6265.17   (feet)  ADJUSTED  
 HK0142  ___________________________________________________________________
 HK0142  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 HK0142  DYNAMIC HT  -        1907.357 (meters)    6257.72  (feet)  COMP
 HK0142  MODELED GRAV-     979,372.6   (mgal)                       NAVD 88
 HK0142
 HK0142  VERT ORDER  -  SECOND    CLASS 0
 HK0142
 HK0142.The horizontal coordinates were scaled from a topographic map and have
 HK0142.an estimated accuracy of +/- 6 seconds.
 HK0142
 HK0142.The orthometric height was determined by differential leveling
 HK0142.and adjusted by the National Geodetic Survey in June 1991..
 HK0142
 HK0142.The geoid height was determined by GEOID03.
 HK0142
 HK0142.The dynamic height is computed by dividing the NAVD 88
 HK0142.geopotential number by the normal gravity value computed on the
 HK0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0142.degrees latitude (g = 980.6199 gals.).
 HK0142
 HK0142.The modeled gravity was interpolated from observed gravity values.
 HK0142
 HK0142;                    North         East    Units  Estimated Accuracy
 HK0142;SPC CO S     -   412,990.      974,860.      MT  (+/- 180 meters Scaled)
 HK0142
 HK0142                          SUPERSEDED SURVEY CONTROL
 HK0142
 HK0142  NGVD 29 (??/??/92) 1908.608  (m)         6261.82   (f) ADJ UNCH    2 0
 HK0142
 HK0142.Superseded values are not recommended for survey control.
 HK0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0142.See file dsdata.txt to determine how the superseded data were derived.
 HK0142
 HK0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB163658(NAD 83)
 HK0142_MARKER: DB = BENCH MARK DISK
 HK0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0142_STAMPING: A 93 1935
 HK0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0142+STABILITY: SURFACE MOTION
 HK0142
 HK0142  HISTORY     - Date     Condition        Report By
 HK0142  HISTORY     - 1935     MONUMENTED       CGS
 HK0142
 HK0142                          STATION DESCRIPTION
 HK0142
 HK0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HK0142'1 MI N FROM WALSENBURG.
 HK0142'1.0 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE COUNTY COURTHOUSE AT
 HK0142'WALSENBURG, HUERFANO COUNTY, THENCE 1.4 MILES NORTHWEST ALONG THE
 HK0142'DENVER AND RIO GRANDE WESTERN RAILROAD, 0.25 MILE SOUTH OF A WOODEN
 HK0142'BRIDGE OVER A DEEP WASH AT ORMAN (P.O. TOLTEC), 40.0 FEET
 HK0142'NORTHEAST OF THE CENTER OF THE CROSSING OF OLD STATE HIGHWAY 69,
 HK0142'35.0 FEET NORTH OF THE CENTERLINE OF THE TRACK, 27.6 FEET EAST OF
 HK0142'THE CENTERLINE OF THE HIGHWAY, 10.4 FEET EAST OF A BRACE POLE, 2.5
 HK0142'FEET SOUTH OF THE OLD RIGHT-OF-WAY FENCE, AND 3.0 FEET WEST OF A
 HK0142'4- BY 4-INCH WOODEN MARKER POST STENCILED U.S.B.M.  A STANDARD
 HK0142'DISK, STAMPED A 93 1935 AND SET IN THE TOP OF A CONCRETE POST
 HK0142'PROJECTING 0.9 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0175 ***********************************************************************
 HK0175  DESIGNATION -  A 94
 HK0175  PID         -  HK0175
 HK0175  STATE/COUNTY-  CO/HUERFANO
 HK0175  USGS QUAD   -  GARDNER (1969)
 HK0175
 HK0175                         *CURRENT SURVEY CONTROL
 HK0175  ___________________________________________________________________
 HK0175* NAD 83(1986)-  37 46 15.     (N)    105 08 29.     (W)     SCALED    
 HK0175* NAVD 88     -      2095.523  (meters)    6875.06   (feet)  ADJUSTED  
 HK0175  ___________________________________________________________________
 HK0175  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 HK0175  DYNAMIC HT  -        2092.960 (meters)    6866.65  (feet)  COMP
 HK0175  MODELED GRAV-     979,331.7   (mgal)                       NAVD 88
 HK0175
 HK0175  VERT ORDER  -  SECOND    CLASS 0
 HK0175
 HK0175.The horizontal coordinates were scaled from a topographic map and have
 HK0175.an estimated accuracy of +/- 6 seconds.
 HK0175
 HK0175.The orthometric height was determined by differential leveling
 HK0175.and adjusted by the National Geodetic Survey in June 1991..
 HK0175
 HK0175.The geoid height was determined by GEOID03.
 HK0175
 HK0175.The dynamic height is computed by dividing the NAVD 88
 HK0175.geopotential number by the normal gravity value computed on the
 HK0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0175.degrees latitude (g = 980.6199 gals.).
 HK0175
 HK0175.The modeled gravity was interpolated from observed gravity values.
 HK0175
 HK0175;                    North         East    Units  Estimated Accuracy
 HK0175;SPC CO S     -   427,410.      946,000.      MT  (+/- 180 meters Scaled)
 HK0175
 HK0175                          SUPERSEDED SURVEY CONTROL
 HK0175
 HK0175  NGVD 29 (??/??/92) 2094.371  (m)         6871.28   (f) ADJ UNCH    2 0
 HK0175
 HK0175.Superseded values are not recommended for survey control.
 HK0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0175.See file dsdata.txt to determine how the superseded data were derived.
 HK0175
 HK0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB875803(NAD 83)
 HK0175_MARKER: DB = BENCH MARK DISK
 HK0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0175_STAMPING: A 94 1935
 HK0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0175+STABILITY: SURFACE MOTION
 HK0175
 HK0175  HISTORY     - Date     Condition        Report By
 HK0175  HISTORY     - 1935     MONUMENTED       CGS
 HK0175  HISTORY     - 1969     GOOD             NGS
 HK0175
 HK0175                          STATION DESCRIPTION
 HK0175
 HK0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HK0175'1.2 MI SE FROM GARDNER.
 HK0175'1.2 MILES SOUTHEAST ALONG NEW STATE HIGHWAY 69 FROM THE POST
 HK0175'OFFICE AT GARDNER, HUERFANO COUNTY, THENCE 0.7 MILE SOUTHEAST
 HK0175'ALONG OLD STATE HIGHWAY 69, 0.8 MILE NORTHWEST OF THE JUNCTION
 HK0175'OF THE OLD AND NEW HIGHWAYS, 257 FEET NORTH OF A RANCH HOUSE AND
 HK0175'A BARN, 128 FEET SOUTHWEST OF THE CROSSING OF A RANCH ROAD
 HK0175'LEADING TO THE NEW HIGHWAY, 103 FEET SOUTHEAST OF A CROSS FENCE
 HK0175'CORNER, 65 FEET WEST OF THE CENTERLINE OF A CATTLE GUARD, 63.0
 HK0175'FEET NORTHWEST OF THE CENTERLING OF THE RANCH ROAD AND A GATE,
 HK0175'1.8 FEET NORTH OF AN OLD FENCE, AND 3.0 FEET WEST OF A 4 BY 4
 HK0175'INCH WOODEN MARKER POST STENCILED U.S.B.M.  A STANDARD DISK,
 HK0175'STAMPED A 94 1935 AND SET IN THE TOP OF A CONCRETE POST
 HK0175'PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
 HK0175
 HK0175                          STATION RECOVERY (1969)
 HK0175
 HK0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HK0175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0199 ***********************************************************************
 HK0199  DESIGNATION -  A 95
 HK0199  PID         -  HK0199
 HK0199  STATE/COUNTY-  CO/CUSTER
 HK0199  USGS QUAD   -  DEVILS GULCH (1994)
 HK0199
 HK0199                         *CURRENT SURVEY CONTROL
 HK0199  ___________________________________________________________________
 HK0199* NAD 83(1986)-  37 59 52.     (N)    105 21 45.     (W)     SCALED    
 HK0199* NAVD 88     -      2528.926  (meters)    8296.98   (feet)  ADJUSTED  
 HK0199  ___________________________________________________________________
 HK0199  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 HK0199  DYNAMIC HT  -        2525.729 (meters)    8286.50  (feet)  COMP
 HK0199  MODELED GRAV-     979,273.2   (mgal)                       NAVD 88
 HK0199
 HK0199  VERT ORDER  -  SECOND    CLASS 0
 HK0199
 HK0199.The horizontal coordinates were scaled from a topographic map and have
 HK0199.an estimated accuracy of +/- 6 seconds.
 HK0199
 HK0199.The orthometric height was determined by differential leveling
 HK0199.and adjusted by the National Geodetic Survey in June 1991..
 HK0199
 HK0199.The geoid height was determined by GEOID03.
 HK0199
 HK0199.The dynamic height is computed by dividing the NAVD 88
 HK0199.geopotential number by the normal gravity value computed on the
 HK0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0199.degrees latitude (g = 980.6199 gals.).
 HK0199
 HK0199.The modeled gravity was interpolated from observed gravity values.
 HK0199
 HK0199;                    North         East    Units  Estimated Accuracy
 HK0199;SPC CO S     -   452,540.      926,480.      MT  (+/- 180 meters Scaled)
 HK0199
 HK0199                          SUPERSEDED SURVEY CONTROL
 HK0199
 HK0199  NGVD 29 (??/??/92) 2527.630  (m)         8292.73   (f) ADJ UNCH    2 0
 HK0199
 HK0199.Superseded values are not recommended for survey control.
 HK0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0199.See file dsdata.txt to determine how the superseded data were derived.
 HK0199
 HK0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC681056(NAD 83)
 HK0199_MARKER: DB = BENCH MARK DISK
 HK0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0199_STAMPING: A 95 1935
 HK0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0199+STABILITY: SURFACE MOTION
 HK0199
 HK0199  HISTORY     - Date     Condition        Report By
 HK0199  HISTORY     - 1935     MONUMENTED       CGS
 HK0199
 HK0199                          STATION DESCRIPTION
 HK0199
 HK0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HK0199'11.7 MI SE FROM WESTCLIFFE.
 HK0199'11.7 MILES SOUTHEAST ALONG STATE HIGHWAY 69 FROM THE COUNTY
 HK0199'COURTHOUSE AT WESTCLIFFE, CUSTER COUNTY, 112 FEET NORTHWEST OF THE
 HK0199'NORTHWEST CORNER OF A LOG SCHOOLHOUSE, 41.0 FEET NORTH OF THE
 HK0199'JUNCTION OF A ROAD LEADING WEST, 32.0 FEET NORTHEAST OF THE
 HK0199'CENTERLINE OF THE HIGHWAY, 12.5 FEET NORTHWEST OF A FENCE CORNER
 HK0199'1.5 FEET SOUTHWEST OF THE FENCE, 2.9 FEET SOUTH OF A 4-BY-4 INCH
 HK0199'WOODEN MARKER POST STENCILED U.S.B.M., AND 1.5 FEET HIGHER AHTN
 HK0199'THE HIGHWAY.  A STANDARD DISK, STAMPED A 95 1935 AND SET IN THE
 HK0199'TOP OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5128 ***********************************************************************
 AE5128  DESIGNATION -  A TMGO
 AE5128  PID         -  AE5128
 AE5128  STATE/COUNTY-  CO/BOULDER
 AE5128  USGS QUAD   -  HYGIENE (1979)
 AE5128
 AE5128                         *CURRENT SURVEY CONTROL
 AE5128  ___________________________________________________________________
 AE5128* NAD 83(1992)-  40 07 53.36704(N)    105 13 55.72822(W)     ADJUSTED  
 AE5128* NAVD 88     -      1683.6    (meters)    5524.     (feet)  GPS OBS   
 AE5128  ___________________________________________________________________
 AE5128  X           -  -1,283,329.832 (meters)                     COMP
 AE5128  Y           -  -4,712,985.815 (meters)                     COMP
 AE5128  Z           -   4,090,234.104 (meters)                     COMP
 AE5128  LAPLACE CORR-         -19.08  (seconds)                    DEFLEC99
 AE5128  ELLIP HEIGHT-        1667.70  (meters)          (10/21/02) GPS OBS
 AE5128  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 AE5128
 AE5128  HORZ ORDER  -  A
 AE5128  ELLP ORDER  -  FOURTH    CLASS II
 AE5128
 AE5128.The horizontal coordinates were established by GPS observations
 AE5128.and adjusted by the National Geodetic Survey in December 1997..
 AE5128
 AE5128.The orthometric height was determined by GPS observations and a
 AE5128.high-resolution geoid model.
 AE5128
 AE5128.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5128
 AE5128.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5128
 AE5128.The ellipsoidal height was determined by GPS observations
 AE5128.and is referenced to NAD 83.
 AE5128
 AE5128.The geoid height was determined by GEOID03.
 AE5128
 AE5128;                    North         East     Units Scale Factor Converg.
 AE5128;SPC CO N     -   393,454.602   937,229.949   MT  0.99995900   +0 10 23.0
 AE5128;SPC CO N     - 1,290,858.97  3,074,895.26   sFT  0.99995900   +0 10 23.0
 AE5128;UTM  13      - 4,442,377.408   480,222.077   MT  0.99960482   -0 08 58.7
 AE5128
 AE5128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5128!SPC CO N     -   0.99973845  x   0.99995900  =   0.99969746
 AE5128!UTM  13      -   0.99973845  x   0.99960482  =   0.99934337
 AE5128
 AE5128                          SUPERSEDED SURVEY CONTROL
 AE5128
 AE5128  ELLIP H (12/18/97) 1667.71   (m)                       GP(       ) 3 1
 AE5128
 AE5128.Superseded values are not recommended for survey control.
 AE5128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5128.See file dsdata.txt to determine how the superseded data were derived.
 AE5128
 AE5128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE8022242377(NAD 83)
 AE5128_MARKER: U = CONCRETE POST
 AE5128_SETTING: 0 = UNSPECIFIED SETTING
 AE5128_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE5128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5128+STABILITY: SURFACE MOTION
 AE5128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5128+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2005
 AE5128
 AE5128  HISTORY     - Date     Condition        Report By
 AE5128  HISTORY     - 1997     MONUMENTED       NGS
 AE5128  HISTORY     - 20010405 GOOD             NGS
 AE5128  HISTORY     - 20050109 GOOD             NGS
 AE5128
 AE5128                          STATION DESCRIPTION
 AE5128
 AE5128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (JGF)
 AE5128'THE STATION IS LOCATED NEAR BLDG F-6 IN THE TABLE MOUNTAIN GEOSCIENCE
 AE5128'LABORATORY ABOUT 9.5 MI (15.3 KM) NORTHEAST OF BOULDER, CO..  TO REACH
 AE5128'THE STATION FROM THE INTERSECTION OF HWY 119 AND 36 IN BOULDER,
 AE5128'PROCEED NORTHEAST ON HWY 36 FOR 7.2 MI (11.6 KM) TO PLATEAU RD ON THE
 AE5128'RIGHT.  PROCEED EAST ON PLATEAU RD 1.0 MI (1.6 KM) TO THE INTERSECTION
 AE5128'WITH 39TH ST.  AND THE GATED ENTRANCE TO THE NOAA ENVIROMENTAL
 AE5128'RESEARCH LABORATORY.  CONTINUE EAST ON THE DIRT ROAD THRU THE GATE FOR
 AE5128'1.6 MI (2.6 KM) TO BUILDING F-6.  THE STATION IS 205 FT (62.5 M) NORTH
 AE5128'OF THE NORTH SIDE OF THE BUILDING CENTERED IN A CLUSTER OF FOUR WOODEN
 AE5128'POSTS.  THE STATION IS THE CENTER OF A METAL PLATE WITH A 5/8 X 14
 AE5128'THREADED STUD ON TOP OF A 0.5 M (1.6 FT) PLASTIC PIPE FILLED WITH
 AE5128'CONCRETE STANDING 1.5 M (4.9 FT) ABOVE GROUND.  THE CONCRETE COLUMN
 AE5128'EXTENDS 3 M (9.8 FT) BELOW GROUND ACCORDING TO THE ON-SITE-MANAGER.
 AE5128
 AE5128                          STATION RECOVERY (2001)
 AE5128
 AE5128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 AE5128'STATION IS IN BOULDER COUNTY, NOT JEFFERSON COUNTY.
 AE5128
 AE5128                          STATION RECOVERY (2005)
 AE5128
 AE5128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 AE5128'STATION IS AT NOAA-NATIONAL GEODETIC SURVEY- TABLE MOUNTAIN GRAVITY
 AE5128'OBSERVATORY, TELEPHONE 303-497-7405.  ADDITIONAL REFERENCES ARE 107.9
 AE5128'M S OF HILL ROAD (EXTENSION OF PLATEAU ROAD), 62.9 M NE OF NNW CORNER
 AE5128'OF F-6 BLDG., 27.5 M WNW OF W APEX OF RED IRON PENTAGON, 72.3 M S OF
 AE5128'TMGO RM 1 1993 AND 51.9 M S OF A TEST WELL.  CONCRETE MONUMENT IS
 AE5128'INTERNALLY REINFORCED WITH ALUMINUM REBAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0052 ***********************************************************************
 LL0052  DESIGNATION -  AA 169
 LL0052  PID         -  LL0052
 LL0052  STATE/COUNTY-  CO/WELD
 LL0052  USGS QUAD   -  GROVER NORTH (1972)
 LL0052
 LL0052                         *CURRENT SURVEY CONTROL
 LL0052  ___________________________________________________________________
 LL0052* NAD 83(1986)-  40 52 58.     (N)    104 13 13.     (W)     SCALED    
 LL0052* NAVD 88     -      1562.303  (meters)    5125.66   (feet)  ADJUSTED  
 LL0052  ___________________________________________________________________
 LL0052  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 LL0052  DYNAMIC HT  -        1561.039 (meters)    5121.51  (feet)  COMP
 LL0052  MODELED GRAV-     979,760.6   (mgal)                       NAVD 88
 LL0052
 LL0052  VERT ORDER  -  SECOND    CLASS 0
 LL0052
 LL0052.The horizontal coordinates were scaled from a topographic map and have
 LL0052.an estimated accuracy of +/- 6 seconds.
 LL0052
 LL0052.The orthometric height was determined by differential leveling
 LL0052.and adjusted by the National Geodetic Survey in June 1991..
 LL0052
 LL0052.The geoid height was determined by GEOID03.
 LL0052
 LL0052.The dynamic height is computed by dividing the NAVD 88
 LL0052.geopotential number by the normal gravity value computed on the
 LL0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0052.degrees latitude (g = 980.6199 gals.).
 LL0052
 LL0052.The modeled gravity was interpolated from observed gravity values.
 LL0052
 LL0052;                    North         East    Units  Estimated Accuracy
 LL0052;SPC CO N     -   477,620.    1,022,260.      MT  (+/- 180 meters Scaled)
 LL0052
 LL0052                          SUPERSEDED SURVEY CONTROL
 LL0052
 LL0052  NGVD 29 (??/??/92) 1561.483  (m)         5122.97   (f) ADJ UNCH    2 0
 LL0052
 LL0052.Superseded values are not recommended for survey control.
 LL0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0052.See file dsdata.txt to determine how the superseded data were derived.
 LL0052
 LL0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF656260(NAD 83)
 LL0052_MARKER: DB = BENCH MARK DISK
 LL0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0052_STAMPING: AA 169 1960
 LL0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0052+STABILITY: SURFACE MOTION
 LL0052
 LL0052  HISTORY     - Date     Condition        Report By
 LL0052  HISTORY     - 1960     MONUMENTED       CGS
 LL0052
 LL0052                          STATION DESCRIPTION
 LL0052
 LL0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LL0052'1 MI NE FROM GROVER.
 LL0052'0.1 MILE EAST ON GRAVEL ROAD FROM THE POST OFFICE AT GROVER,
 LL0052'COLORADO, THENCE 0.25 MILE NORTH ON GRAVEL ROAD, THENCE 0.25 MILE
 LL0052'EAST ON GRAVEL ROAD, THENCE 0.8 MILE NORTH ON GRAVEL ROAD, 29
 LL0052'FEET WEST OF CENTER OF ROAD, 1.5 FEET EAST OF FENCE, 5 FEET SOUTH
 LL0052'OF GATE, SET IN THE TOP OF CONCRETE POST PROJECTING 2 INCHES,
 LL0052'3 FEET NORTH OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0462 ***********************************************************************
 KJ0462  DESIGNATION -  ABARR
 KJ0462  PID         -  KJ0462
 KJ0462  STATE/COUNTY-  CO/YUMA
 KJ0462  USGS QUAD   -  ABARR (1974)
 KJ0462
 KJ0462                         *CURRENT SURVEY CONTROL
 KJ0462  ___________________________________________________________________
 KJ0462* NAD 83(1992)-  39 51 26.07026(N)    102 38 33.98443(W)     ADJUSTED  
 KJ0462* NAVD 88     -      1287.     (meters)    4222.     (feet)  SCALED    
 KJ0462  ___________________________________________________________________
 KJ0462  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 KJ0462  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 KJ0462
 KJ0462  HORZ ORDER  -  FIRST
 KJ0462
 KJ0462.The horizontal coordinates were established by classical geodetic methods
 KJ0462.and adjusted by the National Geodetic Survey in January 1993..
 KJ0462
 KJ0462.The orthometric height was scaled from a topographic map.
 KJ0462
 KJ0462.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0462
 KJ0462.The geoid height was determined by GEOID03.
 KJ0462
 KJ0462;                    North         East     Units Scale Factor Converg.
 KJ0462;SPC CO N     -   366,908.584 1,158,851.639   MT  0.99998029   +1 50 46.1
 KJ0462;SPC CO N     - 1,203,765.91  3,801,999.09   sFT  0.99998029   +1 50 46.1
 KJ0462;UTM  13      - 4,414,571.753   701,640.817   MT  1.00010058   +1 30 40.3
 KJ0462
 KJ0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0462!SPC CO N     -   0.99980161  x   0.99998029  =   0.99978190
 KJ0462!UTM  13      -   0.99980161  x   1.00010058  =   0.99990217
 KJ0462
 KJ0462|---------------------------------------------------------------------|
 KJ0462| PID    Reference Object                     Distance      Geod. Az  |
 KJ0462|                                                           dddmmss.s |
 KJ0462| CP7258 ABARR RM 1                           19.602 METERS 04738     |
 KJ0462| CP7259 ABARR RM 2                           19.159 METERS 14653     |
 KJ0462| CP7257 ABARR AZ MK                                        3003941.8 |
 KJ0462|---------------------------------------------------------------------|
 KJ0462
 KJ0462                          SUPERSEDED SURVEY CONTROL
 KJ0462
 KJ0462  NAD 83(1986)-  39 51 26.06679(N)    102 38 33.98169(W) AD(       ) 1
 KJ0462  NAD 27      -  39 51 26.10421(N)    102 38 32.23933(W) AD(       ) 1
 KJ0462
 KJ0462.Superseded values are not recommended for survey control.
 KJ0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0462.See file dsdata.txt to determine how the superseded data were derived.
 KJ0462
 KJ0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGE0164114572(NAD 83)
 KJ0462_MARKER: DS = TRIANGULATION STATION DISK
 KJ0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0462_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KJ0462
 KJ0462  HISTORY     - Date     Condition        Report By
 KJ0462  HISTORY     - 1968     MONUMENTED       CGS
 KJ0462
 KJ0462                          STATION DESCRIPTION
 KJ0462
 KJ0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KJ0462'THE STATION IS LOCATED IN THE SOUTHWEST 1/4 OF SECTION 28, T. 2
 KJ0462'S., R. 47 W. AND ON PROPERTY OF MR. DANIEL RUTLEDGE.  IT IS LOCATED
 KJ0462'ABOUT 19 MILES SOUTH-SOUTHEAST OF YUMA, 14 MILES NORTH OF JOES
 KJ0462'AND 3 MILES EAST OF ABARR.
 KJ0462'
 KJ0462'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34 AND
 KJ0462'STATE HIGHWAY 59 IN THE EAST EDGE OF YUMA, GO SOUTH ON STATE
 KJ0462'HIGHWAY 59 FOR 17.9 MILES TO THE SMALL SETTLEMENT OF
 KJ0462'ABARR.  CONTINUE SOUTH ON STATE HIGHWAY 59 FOR 0.35 MILE TO A
 KJ0462'CROSSROAD.  TURN LEFT, GO EAST, SOUTH AND EAST ON A GRAVELED ROAD
 KJ0462'FOR 3.0 MILES TO A SIDE ROAD LEFT AND A RANCH HOUSE ON THE
 KJ0462'RIGHT.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 0.5 MILE
 KJ0462'TO WHERE THE MAIN TRAVELED ROAD TURNS WEST.  CONTINUE NORTH ON A
 KJ0462'TRACK ROAD FOR 0.1 MILE TO A WIRE GATE.  PASS THROUGH THE
 KJ0462'GATE AND CONTINUE NORTH ON THE TRACK ROAD FOR 0.4 MILE TO A
 KJ0462'WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE NORTHEAST
 KJ0462'ON THE TRACK ROAD FOR 0.95 MILE TO A WIRE GATE BY A WINDMILL.
 KJ0462'PASS THROUGH THE GATE, CONTINUE NORTH ON THE TRACK ROAD FOR 0.5
 KJ0462'MILE TO A T-JUNCTION.  TURN RIGHT AND GO EAST ALONG THE
 KJ0462'SOUTH SIDE OF AN EAST-WEST WIRE FENCE ON A TRACK ROAD FOR 0.5
 KJ0462'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON THE
 KJ0462'TRACK ROAD FOR 0.2 MILE, THEN BEAR LEFT ACROSS FIELD FOR 0.2
 KJ0462'MILE TO THE HIGHEST POINT OF THE HILL AND THE STATION.
 KJ0462'
 KJ0462'THE STATION MARK IS A STANDARD DISK STAMPED ABARR 1968, SET IN
 KJ0462'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 KJ0462'1 INCH ABOVE THE GROUND SURFACE.  IT IS 163 FEET WEST OF A
 KJ0462'NORTH-SOUTH WIRE FENCE, 30 FEET WEST OF THE CENTER OF A TRACK ROAD
 KJ0462'AND 4.4 FEET SOUTHEAST OF A METAL WITNESS POST.
 KJ0462'
 KJ0462'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ABARR NO 1 1968, SET
 KJ0462'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KJ0462'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 115 FEET WEST OF
 KJ0462'THE NORTH-SOUTH FENCE LINE, 64.9 FEET NORTHEAST OF THE METAL
 KJ0462'WITNESS POST AND 9.9 FEET EAST OF THE CENTER OF THE TRACK ROAD.
 KJ0462'
 KJ0462'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ABARR NO 2 1968, SET
 KJ0462'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KJ0462'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 67.4 FEET
 KJ0462'SOUTHEAST OF THE METAL WITNESS POST AND 17 FEET EAST OF THE CENTER
 KJ0462'OF THE TRACK ROAD.
 KJ0462'
 KJ0462'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ABARR 1968, SET IN
 KJ0462'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 KJ0462'2 INCHES ABOVE THE GROUND.  IT IS 21 FEET NORTH OF THE CENTER OF
 KJ0462'THE TRACK ROAD, 2 FEET EAST OF A METAL WITNESS POST AND 0.6 OF A
 KJ0462'FOOT SOUTH OF THE EAST-WEST WIRE FENCE.
 KJ0462'
 KJ0462'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1126 ***********************************************************************
 JK1126  DESIGNATION -  ABBEY
 JK1126  PID         -  JK1126
 JK1126  STATE/COUNTY-  CO/PUEBLO
 JK1126  USGS QUAD   -  VERDE SCHOOL (1970)
 JK1126
 JK1126                         *CURRENT SURVEY CONTROL
 JK1126  ___________________________________________________________________
 JK1126* NAD 83(1992)-  38 02 42.86534(N)    104 44 04.73441(W)     ADJUSTED  
 JK1126* NAVD 88     -      1727.4    (meters)    5667.     (feet)  VERTCON   
 JK1126  ___________________________________________________________________
 JK1126  LAPLACE CORR-          -9.38  (seconds)                    DEFLEC99
 JK1126  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 JK1126
 JK1126  HORZ ORDER  -  FIRST
 JK1126
 JK1126.The horizontal coordinates were established by classical geodetic methods
 JK1126.and adjusted by the National Geodetic Survey in January 1993..
 JK1126
 JK1126.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1126.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1126
 JK1126.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1126
 JK1126.The geoid height was determined by GEOID03.
 JK1126
 JK1126;                    North         East     Units Scale Factor Converg.
 JK1126;SPC CO S     -   458,076.504   981,579.256   MT  0.99995216   +0 28 10.0
 JK1126;SPC CO S     - 1,502,872.66  3,220,397.94   sFT  0.99995216   +0 28 10.0
 JK1126;UTM  13      - 4,210,867.779   523,282.858   MT  0.99960668   +0 09 48.7
 JK1126
 JK1126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1126!SPC CO S     -   0.99973190  x   0.99995216  =   0.99968407
 JK1126!UTM  13      -   0.99973190  x   0.99960668  =   0.99933869
 JK1126
 JK1126|---------------------------------------------------------------------|
 JK1126| PID    Reference Object                     Distance      Geod. Az  |
 JK1126|                                                           dddmmss.s |
 JK1126| CM7331 ABBEY RM 1                           11.547 METERS 02613     |
 JK1126| CM7330 ABBEY AZ MK                                        0601139.4 |
 JK1126| JK1124 DENVER ALBUQUERQUE AWY BCN 52       APPROX.13.5 KM 0990942.3 |
 JK1126| CM7332 ABBEY RM 2                           10.082 METERS 10317     |
 JK1126|---------------------------------------------------------------------|
 JK1126
 JK1126                          SUPERSEDED SURVEY CONTROL
 JK1126
 JK1126  NAD 83(1986)-  38 02 42.85170(N)    104 44 04.72871(W) AD(       ) 1
 JK1126  NAD 27      -  38 02 42.82800(N)    104 44 02.79900(W) AD(       ) 1
 JK1126  NGVD 29 (07/19/86) 1726.5    (m)         5664.     (f) VERT ANG       
 JK1126
 JK1126.Superseded values are not recommended for survey control.
 JK1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1126.See file dsdata.txt to determine how the superseded data were derived.
 JK1126
 JK1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC2328310868(NAD 83)
 JK1126_MARKER: DS = TRIANGULATION STATION DISK
 JK1126_SETTING: 0 = UNSPECIFIED SETTING
 JK1126
 JK1126  HISTORY     - Date     Condition        Report By
 JK1126  HISTORY     - 1949     MONUMENTED       CGS
 JK1126
 JK1126                          STATION DESCRIPTION
 JK1126
 JK1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 JK1126'THE STATION IS LOCATED ABOUT 17.5 MILES AIR LINE
 JK1126'SOUTH-SOUTHWEST OF PUEBLO AND ABOUT 0.3 MILE AIR LINE WEST
 JK1126'OF U.S. HIGHWAY 85 AND 87.  THE STATION IS SET ON THE NORTHEAST
 JK1126'SPUR OF A MESA THAT IS COVERED WITH SCRUB CEDAR.  THE
 JK1126'STATION HILL HAS STEEP BLUFFS ON ALL SIDES.  THE STATION MARK
 JK1126'IS A BRONZE DISK WELDED TO THE TOP OF A 2-INCH SOIL PIPE
 JK1126'PROJECTING 14 INCHES AND IS STAMPED, ABBEY 1949.
 JK1126'
 JK1126'REFERENCE MARK NO. 1 IS A BRONZE DISK WELDED TO THE TOP OF A
 JK1126'2-INCH SOIL PIPE PROJECTING 1 FOOT AND APPROXIMATELY 6 INCHES
 JK1126'LOWER THAN THE STATION.  THE MARK IS STAMPED, ABBEY NO 1
 JK1126'1949.
 JK1126'
 JK1126'REFERENCE MARK NO. 2 IS A BRONZE DISK WELDED TO THE TOP OF A
 JK1126'2-INCH SOIL PIPE PROJECTING 18 INCHES AND IS APPROXIMATELY THE
 JK1126'SAME ELEVATION AS THE STATION.  THE MARK IS STAMPED, ABBEY
 JK1126'NO 2 1949.
 JK1126'
 JK1126'THE AZIMUTH MARK IS SET FLUSH IN THE SOUTHWEST ABUTMENT OF BRIDGE
 JK1126'L 18 D ON U.S. HIGHWAY 85 AND 87 AND IS STAMPED, ABBEY 1949.
 JK1126'
 JK1126'TO REACH THE STATION FROM WHERE U.S. HIGHWAY 85 AND 87 CROSSES
 JK1126'THE ST. CHARLES RIVER, WHICH IS ABOUT 12 MILES SOUTH OF PUEBLO,
 JK1126'GO SOUTH ON HIGHWAY 85 AND 87 FOR 5.9 MILES TO BRIDGE L 18
 JK1126'D AND THE AZIMUTH MARK AS DESCRIBED ABOVE.  CONTINUE SOUTHERLY
 JK1126'FOR 0.05 MILE TO A SIDE ROAD RIGHT AND GATE.  TURN RIGHT OFF
 JK1126'THE HIGHWAY, PASS THROUGH THE GATE AND FOLLOW A TRACK ROAD FOR
 JK1126'0.4 MILE TO A FORK.  TAKE THE LEFT FORK FOR 0.2 MILE TO THE
 JK1126'BASE OF THE RIDGE AND END OF TRUCK TRAVEL.  FROM HERE PACK
 JK1126'SOUTHEAST TO THE MOST NORTHEASTERN POINT AND STATION AS
 JK1126'DESCRIBED ABOVE.  A 10 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0761 ***********************************************************************
 KL0761  DESIGNATION -  ABRAMS
 KL0761  PID         -  KL0761
 KL0761  STATE/COUNTY-  CO/EAGLE
 KL0761  USGS QUAD   -  THE SEVEN HERMITS (1987)
 KL0761
 KL0761                         *CURRENT SURVEY CONTROL
 KL0761  ___________________________________________________________________
 KL0761* NAD 83(1992)-  39 35 56.24949(N)    106 51 07.45134(W)     ADJUSTED  
 KL0761* NAVD 88     -      2419.7    (meters)    7939.     (feet)  VERTCON   
 KL0761  ___________________________________________________________________
 KL0761  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 KL0761  GEOID HEIGHT-         -13.62  (meters)                     GEOID03
 KL0761
 KL0761  HORZ ORDER  -  THIRD
 KL0761
 KL0761.The horizontal coordinates were established by classical geodetic methods
 KL0761.and adjusted by the National Geodetic Survey in January 1993..
 KL0761
 KL0761.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0761
 KL0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0761
 KL0761.The geoid height was determined by GEOID03.
 KL0761
 KL0761;                    North         East     Units Scale Factor Converg.
 KL0761;SPC CO C     -   501,666.454   798,278.122   MT  0.99997361   -0 51 09.9
 KL0761;SPC CO C     - 1,645,884.02  2,619,017.47   sFT  0.99997361   -0 51 09.9
 KL0761;UTM  13      - 4,384,885.573   340,981.661   MT  0.99991133   -1 10 50.8
 KL0761
 KL0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0761!SPC CO C     -   0.99962266  x   0.99997361  =   0.99959628
 KL0761!UTM  13      -   0.99962266  x   0.99991133  =   0.99953402
 KL0761
 KL0761                          SUPERSEDED SURVEY CONTROL
 KL0761
 KL0761  NAD 83(1986)-  39 35 56.24181(N)    106 51 07.44749(W) AD(       ) 3
 KL0761  NGVD 29 (10/17/91) 2418.3    (m)         7934.     (f) VERT ANG       
 KL0761
 KL0761.Superseded values are not recommended for survey control.
 KL0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0761.See file dsdata.txt to determine how the superseded data were derived.
 KL0761
 KL0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD4098284886(NAD 83)
 KL0761_MARKER: DD = SURVEY DISK
 KL0761_SETTING: 80 = SET IN A BOULDER
 KL0761_SP_SET: PARTIALLY EXPOSED BOULDER
 KL0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0761+STABILITY: SURFACE MOTION
 KL0761
 KL0761  HISTORY     - Date     Condition        Report By
 KL0761  HISTORY     - 1961     MONUMENTED       USGS
 KL0761
 KL0761                          STATION DESCRIPTION
 KL0761
 KL0761'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 KL0761'STATION LOCATED 4.0 MI. S. AND 1.0 MI. W. OF EAGLE, COLORADO, IN
 KL0761'SW. 1/4 SEC. 19, T 5 S, R 84 W, ON DIVIDE BETWEEN ABRAMS AND ALKALI
 KL0761'CREEKS.
 KL0761'
 KL0761'TO REACH FROM COURTHOUSE IN EAGLE, GO 0.5 MI. S. ALONG PAVED RD. 307
 KL0761'TO PAULSON RANCH ON RIGHT, TURN RIGHT, DRIVE BY RANCH BUILDINGS,
 KL0761'CONTINUE 4.0 MI. UP ABRAMS CREEK TO FORK, TURN RIGHT (NW.), DRIVE 0.4
 KL0761'MI. UP STEEP SLOPE TO TOP OF RIDGE WHICH IS DIVIDE BETWEEN ABRAMS AND
 KL0761'ALKALI.  FROM THIS POINT PACK SSW. 0.25 MI. TO TOP OF LOW RIDGE AND
 KL0761'STATION.
 KL0761'
 KL0761'STATION MARK--STANDARD TABLET SET IN BURIED ROCK, FLUSH WITH GROUND,
 KL0761'STAMPED---ABRAMS 1961 VABM---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1392 ***********************************************************************
 JK1392  DESIGNATION -  ABRIENDO
 JK1392  PID         -  JK1392
 JK1392  STATE/COUNTY-  CO/PUEBLO
 JK1392  USGS QUAD   -  NORTHEAST PUEBLO (1974)
 JK1392
 JK1392                         *CURRENT SURVEY CONTROL
 JK1392  ___________________________________________________________________
 JK1392* NAD 83(1992)-  38 15 00.25273(N)    104 36 34.51709(W)     ADJUSTED  
 JK1392* NAVD 88     -      1447.1    (meters)    4748.     (feet)  GPS OBS   
 JK1392  ___________________________________________________________________
 JK1392  X           -  -1,265,296.547 (meters)                     COMP
 JK1392  Y           -  -4,854,217.967 (meters)                     COMP
 JK1392  Z           -   3,928,163.847 (meters)                     COMP
 JK1392  LAPLACE CORR-          -7.07  (seconds)                    DEFLEC99
 JK1392  ELLIP HEIGHT-        1427.94  (meters)          (12/03/02) GPS OBS
 JK1392  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 JK1392
 JK1392  HORZ ORDER  -  FIRST
 JK1392  ELLP ORDER  -  FOURTH    CLASS II
 JK1392
 JK1392.The horizontal coordinates were established by GPS observations
 JK1392.and adjusted by the National Geodetic Survey in January 1997..
 JK1392
 JK1392.The orthometric height was determined by GPS observations and a
 JK1392.high-resolution geoid model.
 JK1392
 JK1392.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1392
 JK1392.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1392
 JK1392.The ellipsoidal height was determined by GPS observations
 JK1392.and is referenced to NAD 83.
 JK1392
 JK1392.The geoid height was determined by GEOID03.
 JK1392
 JK1392;                    North         East     Units Scale Factor Converg.
 JK1392;SPC CO S     -   480,907.830   992,339.194   MT  0.99997168   +0 32 46.2
 JK1392;SPC CO S     - 1,577,778.44  3,255,699.51   sFT  0.99997168   +0 32 46.2
 JK1392;UTM  13      - 4,233,633.474   534,160.462   MT  0.99961437   +0 14 30.1
 JK1392
 JK1392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1392!SPC CO S     -   0.99977599  x   0.99997168  =   0.99974768
 JK1392!UTM  13      -   0.99977599  x   0.99961437  =   0.99939045
 JK1392
 JK1392                          SUPERSEDED SURVEY CONTROL
 JK1392
 JK1392  NAD 83(1992)-  38 15 00.25272(N)    104 36 34.51709(W) AD(       ) 1
 JK1392  ELLIP H (08/30/94) 1427.94   (m)                       GP(       ) 4 1
 JK1392
 JK1392.Superseded values are not recommended for survey control.
 JK1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1392.See file dsdata.txt to determine how the superseded data were derived.
 JK1392
 JK1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC3416033633(NAD 83)
 JK1392_MARKER: DH = HORIZONTAL CONTROL DISK
 JK1392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1392_SP_SET: CONCRETE POST
 JK1392_STAMPING: ABRIENDO 1993
 JK1392_MARK LOGO: NGS   
 JK1392_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK1392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK1392+STABILITY: SURFACE MOTION
 JK1392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1392+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2004
 JK1392
 JK1392  HISTORY     - Date     Condition        Report By
 JK1392  HISTORY     - 1993     MONUMENTED       CODOT
 JK1392  HISTORY     - 19950105 GOOD             CODOT
 JK1392  HISTORY     - 20040229 GOOD             USPSQD
 JK1392
 JK1392                          STATION DESCRIPTION
 JK1392
 JK1392'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1993
 JK1392'STATION IS LOCATED IN THE CITY OF PUEBLO ALONG I-25 IN SEC 6, T 21S, R
 JK1392'64 W OF THE 6TH PM. OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTION
 JK1392'RIGHT OF WAY
 JK1392'TO REACH THE STATION FROM THE JUNCTION OF I-25 AND PUEBLO BLVD (S
 JK1392'.H.45), GO NORTH ON I-25 2 MI (3.2 KM) TO THE ABRIENDO EXIT SIGN
 JK1392'(EXIT 97B) LOCATED ON THE NORTHBOUND OFF RAMP, THEN TURN RIGHT ONTO A
 JK1392'TRACK ROAD EAST OF I-25, FOLLOW TRACK ROAD 0.1 MI (0.2 KM) TO THE TOP
 JK1392'OF SMALL KNOLL AND THE STATION ON THE LEFT AT MILEPOST 97.2.
 JK1392'STATION MARK IS A NGS BRASS HORIZONTAL CONTROL DISK SET INTO A
 JK1392'CONCRETE POST SET FLUSH WITH THE GROUND, 52 FT (15.8 M) EAST OF THE
 JK1392'CENTERLINE OF THE OFF RAMP, 20 FT (6.1 M) ABOVE THE SURFACE OF THE
 JK1392'OFF RAMP, 51 FT (15.5 M) WEST OF THE CENTERLINE OF A TRACK ROAD, 79
 JK1392'FT (24.1 M) WEST OF A CHAINLINK FENCE, 79 FT (24.1 M) EAST OF AN
 JK1392'ALUMINUM LIGHT STANDARD AND 3 FT (0.9 M) WEST OF A WITNESS POST.
 JK1392
 JK1392                          STATION RECOVERY (1995)
 JK1392
 JK1392'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (MEL)
 JK1392'RECOVERED AS DESCRIBED.
 JK1392
 JK1392                          STATION RECOVERY (2004)
 JK1392
 JK1392'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 JK1392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0528 ***********************************************************************
 HK0528  DESIGNATION -  ACACIO
 HK0528  PID         -  HK0528
 HK0528  STATE/COUNTY-  CO/COSTILLA
 HK0528  USGS QUAD   -  SAN ACACIO (1982)
 HK0528
 HK0528                         *CURRENT SURVEY CONTROL
 HK0528  ___________________________________________________________________
 HK0528* NAD 83(1992)-  37 12 50.07173(N)    105 33 28.75018(W)     ADJUSTED  
 HK0528* NAVD 88     -      2358.     (meters)    7736.     (feet)  SCALED    
 HK0528  ___________________________________________________________________
 HK0528  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 HK0528  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 HK0528
 HK0528  HORZ ORDER  -  FIRST
 HK0528
 HK0528.The horizontal coordinates were established by classical geodetic methods
 HK0528.and adjusted by the National Geodetic Survey in January 1993..
 HK0528
 HK0528.The orthometric height was scaled from a topographic map.
 HK0528
 HK0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0528
 HK0528.The geoid height was determined by GEOID03.
 HK0528
 HK0528;                    North         East     Units Scale Factor Converg.
 HK0528;SPC CO S     -   365,537.481   909,254.860   MT  1.00000358   -0 02 08.0
 HK0528;SPC CO S     - 1,199,267.55  2,983,113.65   sFT  1.00000358   -0 02 08.0
 HK0528;UTM  13      - 4,118,748.201   450,491.797   MT  0.99963019   -0 20 14.9
 HK0528
 HK0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0528!SPC CO S     -   0.99963270  x   1.00000358  =   0.99963628
 HK0528!UTM  13      -   0.99963270  x   0.99963019  =   0.99926303
 HK0528
 HK0528|---------------------------------------------------------------------|
 HK0528| PID    Reference Object                     Distance      Geod. Az  |
 HK0528|                                                           dddmmss.s |
 HK0528| CM7335 ACACIO RM 2                          31.562 METERS 11437     |
 HK0528| GM0836 TWIN                                APPROX.31.8 KM 2210222.4 |
 HK0528| CM7333 ACACIO AZ MK                                       3592156.5 |
 HK0528| CM7334 ACACIO RM 1                          31.602 METERS 35940     |
 HK0528|---------------------------------------------------------------------|
 HK0528
 HK0528                          SUPERSEDED SURVEY CONTROL
 HK0528
 HK0528  NAD 83(1986)-  37 12 50.07675(N)    105 33 28.75962(W) AD(       ) 1
 HK0528  NAD 27      -  37 12 50.02800(N)    105 33 26.71400(W) AD(       ) 1
 HK0528
 HK0528.Superseded values are not recommended for survey control.
 HK0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0528.See file dsdata.txt to determine how the superseded data were derived.
 HK0528
 HK0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB5049218748(NAD 83)
 HK0528_MARKER: DS = TRIANGULATION STATION DISK
 HK0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0528
 HK0528  HISTORY     - Date     Condition        Report By
 HK0528  HISTORY     - 1936     MONUMENTED       CGS
 HK0528  HISTORY     - 1981     GOOD             LOCENG
 HK0528
 HK0528                          STATION DESCRIPTION
 HK0528
 HK0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 HK0528'STATION IS LOCATED ON THE LAND OF THE COSTILLA ESTATES, IN
 HK0528'THE SW CORNER OF SEC. 15, T 34 N, R 73 W, AT A CROSS ROAD
 HK0528'JUST BEYOND THE E EDGE OF THE VILLAGE OF SAN ACACIO, 0.2 MILE
 HK0528'E OF THE SAN LUIS VALLEY SOUTHERN RAILROAD, AND 0.35 MILE E OF
 HK0528'THE SAN ACACIO POST OFFICE, 25 PACES N OF CENTER LINE OF STATE
 HK0528'HIGHWAY 99 AND 10 PACES E OF CENTER LINE OF N-S SECTION LINE
 HK0528'ROAD.  STATION MARK PROJECTS 4 INCHES.
 HK0528'
 HK0528'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HK0528'BRONZE DISKS SET IN CONCRETE.
 HK0528'
 HK0528'REFERENCE MARK NO. 1 IS N OF STATION, ABOUT 10 PACES E OF
 HK0528'CENTER LINE OF N-S ROAD AND PROJECTS 4 INCHES.
 HK0528'
 HK0528'REFERENCE MARK NO. 2 IS E OF STATION, ABOUT 17 FEET ENE OF
 HK0528'TELEPHONE POLE, AND ABOUT 10 PACES N OF CENTER LINE OF STATE
 HK0528'HIGHWAY 99, AND PROJECTS 5 INCHES.
 HK0528'
 HK0528'AZIMUTH MARK IS APPROXIMATELY 0.9 MILE N OF STATION, 10 PACES
 HK0528'W OF CENTER LINE OF N-S SECTION LINE ROAD, AND PROJECTS 5
 HK0528'INCHES.
 HK0528'
 HK0528'LIGHTS SHOWN FROM THE GROUND AT TWIN, SEGO-1935 AND GARLAND
 HK0528'WERE VISIBLE FROM THE GROUND AT THIS STATION.
 HK0528'
 HK0528'HEIGHT OF LIGHT ABOVE STATION MARK - 4 FEET.
 HK0528
 HK0528                          STATION RECOVERY (1981)
 HK0528
 HK0528'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (JAS)
 HK0528'ACACIO WAS FOUND IN GOOD CONDITION.  BOTH REFERENCE MARKS HAVE
 HK0528'BEEN DISTURBED.  AZIMUTH MARK NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1228 ***********************************************************************
 LL1228  DESIGNATION -  ACD 1
 LL1228  PID         -  LL1228
 LL1228  STATE/COUNTY-  CO/WELD
 LL1228  USGS QUAD   -  KEENESBURG (1975)
 LL1228
 LL1228                         *CURRENT SURVEY CONTROL
 LL1228  ___________________________________________________________________
 LL1228* NAD 83(1992)-  40 07 00.33808(N)    104 31 25.17167(W)     ADJUSTED  
 LL1228* NAVD 88     -      1529.     (meters)    5016.     (feet)  SCALED    
 LL1228  ___________________________________________________________________
 LL1228  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 LL1228  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 LL1228
 LL1228  HORZ ORDER  -  THIRD
 LL1228
 LL1228.The horizontal coordinates were established by classical geodetic methods
 LL1228.and adjusted by the National Geodetic Survey in January 1993..
 LL1228
 LL1228.The orthometric height was scaled from a topographic map.
 LL1228
 LL1228.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1228
 LL1228.The geoid height was determined by GEOID03.
 LL1228
 LL1228;                    North         East     Units Scale Factor Converg.
 LL1228;SPC CO N     -   392,242.766   997,628.145   MT  0.99995957   +0 37 51.0
 LL1228;SPC CO N     - 1,286,883.14  3,273,051.67   sFT  0.99995957   +0 37 51.0
 LL1228;UTM  13      - 4,440,825.355   540,591.084   MT  0.99962028   +0 18 25.0
 LL1228
 LL1228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1228!SPC CO N     -   0.99976313  x   0.99995957  =   0.99972271
 LL1228!UTM  13      -   0.99976313  x   0.99962028  =   0.99938350
 LL1228
 LL1228:                Primary Azimuth Mark                     Grid Az
 LL1228:SPC CO N     -  ARTHUR                                   020 51 18.7
 LL1228:UTM  13      -  ARTHUR                                   021 10 44.7
 LL1228
 LL1228|---------------------------------------------------------------------|
 LL1228| PID    Reference Object                     Distance      Geod. Az  |
 LL1228|                                                           dddmmss.s |
 LL1228| LL1210 ARTHUR                              APPROX.14.8 KM 0212909.7 |
 LL1228|---------------------------------------------------------------------|
 LL1228
 LL1228                          SUPERSEDED SURVEY CONTROL
 LL1228
 LL1228  NAD 83(1986)-  40 07 00.32658(N)    104 31 25.17067(W) AD(       ) 3
 LL1228  NAD 27      -  40 07 00.38767(N)    104 31 23.32557(W) AD(       ) 3
 LL1228
 LL1228.Superseded values are not recommended for survey control.
 LL1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1228.See file dsdata.txt to determine how the superseded data were derived.
 LL1228
 LL1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE4059140825(NAD 83)
 LL1228_MARKER: DD = SURVEY DISK
 LL1228_SETTING: 0 = UNSPECIFIED SETTING
 LL1228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1228
 LL1228  HISTORY     - Date     Condition        Report By
 LL1228  HISTORY     - 1948     MONUMENTED       USGS
 LL1228  HISTORY     - 19961108 GOOD             INDIV
 LL1228
 LL1228                          STATION DESCRIPTION
 LL1228
 LL1228'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 LL1228'STATION IS LOCATED ON W. SIDE OF IRRIGATION DITCH, 1/4 MI. E. OF SW.
 LL1228'COR. SEC. 23, T 2 N, R 64 W, APPROXIMATELY 0.5 MI. (AIRLINE) NW. OF
 LL1228'KEENSBURG, ON N. SIDE COUNTY RD.
 LL1228'
 LL1228'STATION MARK--STANDARD TABLET, STAMPED ---ACD-1 1948---, SET IN
 LL1228'CONCRETE.
 LL1228'
 LL1228'REFERENCE MARK NO. 1--A 1/4 IN. STEEL ROD, IN E-W. FENCE LINE, 57.6
 LL1228'FT. FROM STATION MARK, N 02 DEG 47 MIN W.
 LL1228'
 LL1228'REFERENCE MARK NO. 2--A CHISELED ARROW, IN TOP OF CONCRETE IRRIGATION
 LL1228'DITCH GATE, 25.4 FT. FROM STATION MARK, S 85 DEG 20 MIN W.
 LL1228
 LL1228                          STATION RECOVERY (1996)
 LL1228
 LL1228'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 1996 (MDH)
 LL1228'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0705 ***********************************************************************
 LK0705  DESIGNATION -  ACW 1
 LK0705  PID         -  LK0705
 LK0705  STATE/COUNTY-  CO/MORGAN
 LK0705  USGS QUAD   -  ADENA (1984)
 LK0705
 LK0705                         *CURRENT SURVEY CONTROL
 LK0705  ___________________________________________________________________
 LK0705* NAD 83(1992)-  40 07 26.63498(N)    103 58 47.07905(W)     ADJUSTED  
 LK0705* NAVD 88     -      1432.65   (+/-2cm)    4700.3    (feet)  VERTCON   
 LK0705  ___________________________________________________________________
 LK0705  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 LK0705  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 LK0705
 LK0705  HORZ ORDER  -  THIRD
 LK0705  VERT ORDER  -  THIRD ? (See Below)
 LK0705
 LK0705.The horizontal coordinates were established by classical geodetic methods
 LK0705.and adjusted by the National Geodetic Survey in January 1993..
 LK0705
 LK0705.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0705.The vertical order pertains to the NGVD 29 superseded value.
 LK0705
 LK0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0705
 LK0705.The geoid height was determined by GEOID03.
 LK0705
 LK0705;                    North         East     Units Scale Factor Converg.
 LK0705;SPC CO N     -   393,706.387 1,043,975.460   MT  0.99995928   +0 58 56.2
 LK0705;SPC CO N     - 1,291,685.04  3,425,109.49   sFT  0.99995928   +0 58 56.2
 LK0705;UTM  13      - 4,442,026.220   586,931.702   MT  0.99969303   +0 39 27.1
 LK0705
 LK0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0705!SPC CO N     -   0.99977833  x   0.99995928  =   0.99973762
 LK0705!UTM  13      -   0.99977833  x   0.99969303  =   0.99947143
 LK0705
 LK0705:                Primary Azimuth Mark                     Grid Az
 LK0705:SPC CO N     -  FUNK                                     063 23 37.6
 LK0705:UTM  13      -  FUNK                                     063 43 06.7
 LK0705
 LK0705|---------------------------------------------------------------------|
 LK0705| PID    Reference Object                     Distance      Geod. Az  |
 LK0705|                                                           dddmmss.s |
 LK0705| LK0707 FUNK                                APPROX. 7.6 KM 0642233.8 |
 LK0705|---------------------------------------------------------------------|
 LK0705
 LK0705                          SUPERSEDED SURVEY CONTROL
 LK0705
 LK0705  NAD 83(1986)-  40 07 26.62527(N)    103 58 47.07889(W) AD(       ) 3
 LK0705  NAD 27      -  40 07 26.68759(N)    103 58 45.26456(W) AD(       ) 3
 LK0705  NGVD 29 (07/19/86) 1431.88   (m)         4697.8    (f) LEVELING    3  
 LK0705
 LK0705.Superseded values are not recommended for survey control.
 LK0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0705.See file dsdata.txt to determine how the superseded data were derived.
 LK0705
 LK0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE8693242026(NAD 83)
 LK0705
 LK0705  HISTORY     - Date     Condition        Report By
 LK0705  HISTORY     - 1948     MONUMENTED       USGS
 LK0705  HISTORY     - 1963     GOOD             USGS
 LK0705
 LK0705                          STATION DESCRIPTION
 LK0705
 LK0705'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LK0705'STATION LOCATED AT SW. COR. OF NW. 1/4 SEC. 22, T 2 N, R 59 W,
 LK0705'279 FT. E. OF CENTERLINE RD. AT FENCE E., 2 FT. N. OF FENCE.
 LK0705'
 LK0705'RECOVERED AND REDESCRIBED AS FOLLOWS
 LK0705'
 LK0705'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 LK0705'ROAD 52 NE. OF WIGGENS, GO S. ALONG STATE 52 12.0 MI. TO CROSSROADS,
 LK0705'TURN LEFT (E.) 4.0 MI., TURN LEFT (N.) 3.5 MI. ALONG GRADED RD. AND
 LK0705'LANE.  LEAVE TRUCK AND WALK ABOUT 275 FT. E. TO TOP AND STATION.  OLD
 LK0705'FENCE LINE HAS BEEN REMOVED.
 LK0705'
 LK0705'STATION MARK--STANDARD TABLET, STAMPED ---ACW-1 1948 ET 1963---, SET
 LK0705'IN CONCRETE POST, PROJECTING 0.3 FT.
 LK0705'
 LK0705'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1725 ***********************************************************************
 KK1725  DESIGNATION -  ADAMS
 KK1725  PID         -  KK1725
 KK1725  STATE/COUNTY-  CO/ADAMS
 KK1725  USGS QUAD   -  MONTBELLO (1994)
 KK1725
 KK1725                         *CURRENT SURVEY CONTROL
 KK1725  ___________________________________________________________________
 KK1725* NAD 83(1992)-  39 51 35.47679(N)    104 45 10.40862(W)     ADJUSTED  
 KK1725* NAVD 88     -      1630.9    (meters)    5351.     (feet)  GPS OBS   
 KK1725  ___________________________________________________________________
 KK1725  X           -  -1,248,790.337 (meters)                     COMP
 KK1725  Y           -  -4,742,265.987 (meters)                     COMP
 KK1725  Z           -   4,067,086.931 (meters)                     COMP
 KK1725  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 KK1725  ELLIP HEIGHT-        1613.08  (meters)          (12/03/02) GPS OBS
 KK1725  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 KK1725
 KK1725  HORZ ORDER  -  FIRST
 KK1725  ELLP ORDER  -  FOURTH    CLASS II
 KK1725
 KK1725.This mark is at Denver Intl Airport (DEN)
 KK1725
 KK1725.The horizontal coordinates were established by GPS observations
 KK1725.and adjusted by the National Geodetic Survey in May 1996..
 KK1725
 KK1725.The orthometric height was determined by GPS observations and a
 KK1725.high-resolution geoid model.
 KK1725
 KK1725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK1725
 KK1725.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1725
 KK1725.The ellipsoidal height was determined by GPS observations
 KK1725.and is referenced to NAD 83.
 KK1725
 KK1725.The geoid height was determined by GEOID03.
 KK1725
 KK1725;                    North         East     Units Scale Factor Converg.
 KK1725;SPC CO N     -   363,529.400   978,328.522   MT  0.99997998   +0 28 57.8
 KK1725;SPC CO N     - 1,192,679.37  3,209,732.83   sFT  0.99997998   +0 28 57.8
 KK1725;UTM  13      - 4,412,231.858   521,136.196   MT  0.99960550   +0 09 30.2
 KK1725
 KK1725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1725!SPC CO N     -   0.99974700  x   0.99997998  =   0.99972699
 KK1725!UTM  13      -   0.99974700  x   0.99960550  =   0.99935260
 KK1725
 KK1725|---------------------------------------------------------------------|
 KK1725| PID    Reference Object                     Distance      Geod. Az  |
 KK1725|                                                           dddmmss.s |
 KK1725| KK1724 DENVER VORTAC                       103.287 METERS 00902     |
 KK1725| CP7261 ADAMS RM 1                           12.480 METERS 02931     |
 KK1725| CP7262 ADAMS RM 2                           12.230 METERS 15033     |
 KK1725| CP7260 ADAMS AZ MK                                        1783752.0 |
 KK1725| KK1686 FITZSIMONS ARMY HOSP W TANK         APPROX.14.2 KM 2090330.2 |
 KK1725| KK1733 DENVER ROCKY MTN ARSENAL SW TK      APPROX. 8.5 KM 2415844.6 |
 KK1725| KK1734 DENVER ROCKY MTN ARSENAL STACK      APPROX. 8.4 KM 2433023.6 |
 KK1725| KK1730 DENVER ROCKY MTN ARSENAL NW TK      APPROX. 7.6 KM 2574636.9 |
 KK1725|---------------------------------------------------------------------|
 KK1725
 KK1725                          SUPERSEDED SURVEY CONTROL
 KK1725
 KK1725  ELLIP H (05/15/96) 1613.12   (m)                       GP(       ) 3 1
 KK1725  ELLIP H (03/31/93) 1613.27   (m)                       GP(       ) 4 2
 KK1725  NAD 83(1992)-  39 51 35.47659(N)    104 45 10.41003(W) AD(       ) 1
 KK1725  NAD 83(1986)-  39 51 35.47036(N)    104 45 10.40882(W) AD(       ) 1
 KK1725  NAD 27      -  39 51 35.52109(N)    104 45 08.51142(W) AD(       ) 1
 KK1725  NGVD 29 (07/19/86) 1629.9    (m)         5347.     (f) VERT ANG       
 KK1725
 KK1725.Superseded values are not recommended for survey control.
 KK1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1725.See file dsdata.txt to determine how the superseded data were derived.
 KK1725
 KK1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE2113612232(NAD 83)
 KK1725_MARKER: DS = TRIANGULATION STATION DISK
 KK1725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1725_SP_SET: CONCRETE POST
 KK1725_STAMPING: ADAMS 1968
 KK1725_MARK LOGO: CGS   
 KK1725_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK1725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1725+STABILITY: SURFACE MOTION
 KK1725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1725+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1996
 KK1725
 KK1725  HISTORY     - Date     Condition        Report By
 KK1725  HISTORY     - 1968     MONUMENTED       CGS
 KK1725  HISTORY     - 1968     GOOD             CGS
 KK1725  HISTORY     - 1970     SEE DESCRIPTION  NGS
 KK1725  HISTORY     - 1979     GOOD             NGS
 KK1725  HISTORY     - 19920902 GOOD             NOS
 KK1725  HISTORY     - 19950929 GOOD             CHANCE
 KK1725  HISTORY     - 19960415 GOOD             MSAM
 KK1725  HISTORY     - 20010303 GOOD             METRSC
 KK1725
 KK1725                          STATION DESCRIPTION
 KK1725
 KK1725'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (GRK)
 KK1725'STATION IS LOCATED ABOUT 9-1/2 MILES SOUTH OF BRIGHTON, ABOUT 12
 KK1725'MILES EAST OF THORNTON AND ABOUT 10 MILES EAST OF AURORA.  IT IS
 KK1725'ON GOVERNMENT OWNED PROPERTY, NEAR THE LOCATION OF THE FEDERAL
 KK1725'AVIATION AGENCYS VOR-TAC.  THE STATION MARK IS 10.5 FEET WEST
 KK1725'OF THE APPROXIMATE CENTER OF GRAVELED DRIVEWAY AND 2 FEET
 KK1725'NORTH-NORTHWEST OF METAL WITNESS POST WITH SIGN ATTACHED.
 KK1725'
 KK1725'TO REACH FROM THE JUNCTION OF INTERSTATE 225 S AND U.S. HIGHWAY
 KK1725'36 AND 40, AT THE EAST EDGE OF AURORA.  GO EAST ON U.S. HIGHWAY
 KK1725'36 AND 40 FOR 2.8 MILES TO TOWER ROAD ON THE LEFT.  TURN LEFT
 KK1725'AND GO NORTH ON TOWER ROAD FOR 8.0 MILES TO THE JUNCTION TOWER
 KK1725'ROAD AND 88 AVE. E.  TURN RIGHT ON 88 AVE. E. AND GO EAST FOR 2.0
 KK1725'MILES TO A GRAVELED DRIVEWAY ON THE LEFT AND LOCKED GATE.  PASS
 KK1725'THRU GATE, (AZIMUTH MARK ON THE RIGHT AS DESCRIBED) GO NORTH ON
 KK1725'GRAVELED DRIVEWAY FOR 0.15 MILE AND THE STATION ON THE LEFT,
 KK1725'WEST SIDE OF ROAD.  AS DESCRIBED.
 KK1725'
 KK1725'AZIMUTH MARK IS 30.5 FEET NORTH OF THE APPROXIMATE CENTER OF
 KK1725'GRAVELED ROAD, 26.5 FEET EAST-NORTHEAST OF CENTER OF GATE, 7.7
 KK1725'FEET EAST-NORTHEAST OF TELEPHONE POLE 233 AND 2 FEET WEST OF
 KK1725'METAL WITNESS POST WITH SIGN ATTACHED.
 KK1725'
 KK1725'REFERENCE MARK NO. 1 IS 11 FEET EAST OF THE APPROXIMATE CENTER OF
 KK1725'GRAVELED DRIVEWAY AND 2.5 FEET SOUTH OF METAL WITNESS POST WITH
 KK1725'SIGN ATTACHED.
 KK1725'
 KK1725'REFERENCE MARK NO. 2 IS 10.5 FEET EAST OF THE APPROXIMATE CENTER
 KK1725'OF GRAVELED DRIVEWAY AND 1.8 FEET NORTH OF METAL WITNESS POST
 KK1725'WITH SIGN ATTACHED.
 KK1725'
 KK1725'DISTANCE BETWEEN REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 KK1725'IS 70.54 FEET OR 21.500 METERS.
 KK1725
 KK1725                          STATION RECOVERY (1968)
 KK1725
 KK1725'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 KK1725'RECOVERED IN GOOD CONDITION.
 KK1725
 KK1725                          STATION RECOVERY (1970)
 KK1725
 KK1725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KK1725'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 KK1725'RECOVERED AND FOUND IN GOOD CONDITION.  THE DIRECTION TO THE MARKS
 KK1725'CHECKED THE 1968 DATA, BUT A DIFFERENCE WAS NOTED IN THE DISTANCE
 KK1725'TO REFERENCE MARK 2 AND THE DISTANCE BETWEEN THE REFERENCE
 KK1725'MARKS.  THE DISTANCE TO REFERENCE MARK 1 CHECKED.  DUE TO CHANGES
 KK1725'IN THE TO REACH, FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KK1725'
 KK1725'STATION IS LOCATED ABOUT 12.0 MILES EAST OF THORNTON, 10.0 MILES
 KK1725'NORTHEAST OF AURORA, 9.5 MILES EAST OF BRIGHTON, ON GOVERNMENT
 KK1725'OWNED PROPERTY AND ABOUT 0.1 MILE SOUTH OF A VORTAC INSTALLATION.
 KK1725'
 KK1725'TO REACH FROM THE INTERSECTION OF INTERSTATE HIGHWAY 225 S AND
 KK1725'U.S. HIGHWAYS 36 AND 40, WHICH IS IN THE EAST EDGE OF AURORA, GO
 KK1725'EAST ON U.S. HIGHWAYS 36 AND 40 FOR 2.8 MILES TO TOWER ROAD.  TURN
 KK1725'LEFT AND GO NORTH ON TOWER ROAD FOR 8.0 MILES TO 88 AVENUE
 KK1725'EAST.  TURN RIGHT AND GO EAST ON 88 AVENUE EAST FOR 1.0 MILE TO A
 KK1725'SIDE ROAD LEFT AND THE AZIMUTH MARK JUST EAST OF A CABLE ACROSS
 KK1725'THE ROAD.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 0.15
 KK1725'MILE TO THE STATION ON THE LEFT.
 KK1725'
 KK1725'STATION MARK IS A STANDARD DISK, STAMPED ADAMS 1968, SET IN THE
 KK1725'TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS ABOUT 12 INCHES
 KK1725'BELOW THE SURFACE OF THE GROUND.  IT IS 43.0 FEET SOUTHWEST OF A
 KK1725'WITNESS POST, 42.0 FEET NORTHWEST OF A WITNESS POST AND 10.5 FEET
 KK1725'WEST OF THE CENTER OF A GRAVELED ROAD.
 KK1725'
 KK1725'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ADAMS NO 1 1968, SET
 KK1725'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH
 KK1725'WITH THE GROUND SURFACE.  IT IS 10.0 FEET EAST OF THE CENTER OF
 KK1725'THE ROAD AND 2.0 FEET SOUTH OF A WITNESS POST.
 KK1725'
 KK1725'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ADAMS NO 2 1968, SET
 KK1725'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH
 KK1725'WITH THE GROUND SURFACE.  IT IS 10.0 FEET EAST OF THE CENTER OF
 KK1725'THE ROAD AND 2.0 FEET NORTH OF A WITNESS POST.
 KK1725'
 KK1725'AZIMUTH MARK IS A STANDARD DISK, STAMPED ADAMS 1968, SET IN THE
 KK1725'TOP OF A 12-INCH ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND
 KK1725'SURFACE.  IT IS 30.5 FEET NORTH OF THE CENTER OF A PAVED ROAD, 7.3
 KK1725'FEET EAST OF TELEPHONE POLE NO. 233 AND 2.0 FEET WEST OF A WITNESS
 KK1725'POST.
 KK1725'
 KK1725'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KK1725'9.5 MILES SOUTH OF BRIGHTON.
 KK1725
 KK1725                          STATION RECOVERY (1979)
 KK1725
 KK1725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 KK1725'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE AND
 KK1725'DIRECTION TO REFERENCE MARKS COMPARED FAVORABLY WITH PREVIOUS
 KK1725'DATA.  THE VORTAC INSTALLATION NEAR STATION SITE IS NO LONGER IN
 KK1725'OPERATION AND IS IN THE PROCESS OF BEING DISMANTLED.
 KK1725'
 KK1725'STATION MARK IS A STANDARD DISK, STAMPED--ADAMS 1968--, SET IN THE
 KK1725'TOP OF A ROUND CONCRETE MONUMENT ABOUT 20 INCHES BELOW GROUND SURFACE,
 KK1725'10.5 FEET WEST OF CENTER OF A GRAVELED ROAD, 2.2 FEET SOUTH OF A
 KK1725'METAL WITNESS POST, 1.5 FEET NORTH OF A METAL WITNESS POST.
 KK1725'
 KK1725'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED--ADAMS NO 1 1968--,
 KK1725'SET IN THE TOP OF A ROUND CONCRETE MONUMENT ABOUT 1 INCH BELOW
 KK1725'GROUND.  10.5 FEET EAST OF CENTER OF THE GRAVELED ROAD, 1.5 FEET
 KK1725'SOUTH-SOUTHEAST OF A METAL WITNESS POST.
 KK1725'
 KK1725'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED--ADAMS NO 2 1968--,
 KK1725'SET, IN TOP OF A ROUND CONCRETE MONUMENT ABOUT 3 INCHES BELOW GROUND,
 KK1725'9.5 FEET EAST OF CENTER OF THE GRAVELED ROAD, 1.8 FEET NORTH OF A
 KK1725'METAL WITNESS POST.
 KK1725'
 KK1725'AZIMUTH MARK IS A STANDARD DISK, STAMPED--ADAMS 1968--, SET IN THE
 KK1725'TOP OF A ROUND CONCRETE MONUMENT ABOUT 3 INCHES BELOW GROUND, 30.5
 KK1725'FEET NORTH OF CENTER OF A SURFACED ROAD, 88TH AVENUE EAST, 27 FEET
 KK1725'EAST OF CENTER OF THE GRAVELED ROAD, 14.4 FEET SOUTHEAST OF A CONCRETE
 KK1725'POST PROJECTING ABOUT 6 FEET.
 KK1725
 KK1725                          STATION RECOVERY (1992)
 KK1725
 KK1725'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 KK1725'RECOVERED IN GOOD CONDITION.
 KK1725
 KK1725                          STATION RECOVERY (1995)
 KK1725
 KK1725'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (FND)
 KK1725'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  A NEW
 KK1725'DESCRIPTION FOLLOWS$THE STATION IS LOCATED ABOUT 9 MI (14.5 KM)
 KK1725'SOUTH-SOUTHEAST OF BRIGHTON, 5 MI (8.0 KM) EAST-NORTHEAST OF THE ROCKY
 KK1725'MOUNTAIN ARSENAL, 6 MI (9.7 KM) SOUTH OF BARR LAKE, 4 MI (6.4 KM) WEST
 KK1725'OF THE TERMINAL AT DENVER INTERNATIONAL AIRPORT, 11 MI (17.7 KM)
 KK1725'NORTHWEST OF WATKINS, ON A HIGH POINT, IN THE SOUTHEAST 1/4 OF SECTION
 KK1725'22, T 2 S, R 66 W, 6TH P.M.  OWNERSHIP--TOWER 88 COMPANY, 1 PARK
 KK1725'CENTRAL, 1515 ARAPAHOE STREET, DENVER, CO 80202$TO REACH THE STATION
 KK1725'FROM THE INTERSECTION OF INTERSTATE HIGHWAY 70, STATE HIGHWAY 32, AND
 KK1725'TOWER ROAD (EXIT 286) , BEING 3.1 MI (5.0 KM) EAST OF INTERSTATE
 KK1725'HIGHWAY 225, GO NORTH ALONG TOWER ROAD FOR 5.1 MI (8.2 KM) TO THE
 KK1725'INTERSECTION WITH PENA BOULEVARD.  CONTINUE AHEAD AND GO NORTH ALONG
 KK1725'TOWER ROAD FOR 1.55 MI (2.49 KM) TO THE INTERSECTION WITH E.  88TH
 KK1725'AVENUE.  TURN RIGHT AND GO EAST ALONG E.  88TH AVENUE FOR 1.0 MI (1.6
 KK1725'KM) TO THE INTERSECTION WITH A GRAVEL ROAD TO THE LEFT.  TURN LEFT AND
 KK1725'GO NORTH ALONG THE GRAVEL ROAD FOR 0.25 MI (0.40 KM) TO THE TOP OF THE
 KK1725'HILL AND THE STATION ON THE LEFT$THE STATION MARK IS A STANDARD CGS
 KK1725'TRIANGULATION STATION DISK STAMPED --ADAMS 1968-- SET IN THE TOP OF A
 KK1725'ROUND CONCRETE POST 1.7 FT (0.5 M) BELOW GROUND LEVEL.  ACCESS IS
 KK1725'THROUGH THE TOP OF A WHITE PLASTIC BUCKET.  IT IS 11 FT (3.4 M) WEST
 KK1725'OF THE CENTERLINE OF THE GRAVEL ROAD, 120.2 FT (36.6 M) SOUTHWEST OF A
 KK1725'TALL RECTANGULAR UTILITY POLE, 4.5 FT (1.4 M) SOUTH OF A METAL WITNESS
 KK1725'POST WITH A SIGN, 3.8 FT (1.2 M) SOUTHEAST OF A CARSONITE WITNESS
 KK1725'POST, AND 1.5 FT (0.5 M) NORTH OF A METAL WITNESS POST ENCASED IN A
 KK1725'PVC PIPE$DESCRIBED BY F.N. DREXEL
 KK1725
 KK1725                          STATION RECOVERY (1996)
 KK1725
 KK1725'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1996 (RSC)
 KK1725'RECOVERED AS DESCRIBED.
 KK1725
 KK1725                          STATION RECOVERY (2001)
 KK1725
 KK1725'RECOVERY NOTE BY METROPOLITAN STATE COLLEGE OF DENVER 2001 (HWS)
 KK1725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0970 ***********************************************************************
 JJ0970  DESIGNATION -  ADOBE
 JJ0970  PID         -  JJ0970
 JJ0970  STATE/COUNTY-  CO/LINCOLN
 JJ0970  USGS QUAD   -  KARVAL (1978)
 JJ0970
 JJ0970                         *CURRENT SURVEY CONTROL
 JJ0970  ___________________________________________________________________
 JJ0970* NAD 83(1992)-  38 40 40.55155(N)    103 33 18.11145(W)     ADJUSTED  
 JJ0970* NAVD 88     -      1576.4    (meters)    5172.     (feet)  VERTCON   
 JJ0970  ___________________________________________________________________
 JJ0970  LAPLACE CORR-          -5.69  (seconds)                    DEFLEC99
 JJ0970  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 JJ0970
 JJ0970  HORZ ORDER  -  FIRST
 JJ0970
 JJ0970.The horizontal coordinates were established by classical geodetic methods
 JJ0970.and adjusted by the National Geodetic Survey in January 1993..
 JJ0970
 JJ0970.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0970
 JJ0970.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0970
 JJ0970.The geoid height was determined by GEOID03.
 JJ0970
 JJ0970;                    North         East     Units Scale Factor Converg.
 JJ0970;SPC CO C     -   400,368.623 1,083,629.463   MT  0.99996301   +1 13 36.0
 JJ0970;SPC CO C     - 1,313,542.72  3,555,207.66   sFT  0.99996301   +1 13 36.0
 JJ0970;UTM  13      - 4,282,027.831   625,690.604   MT  0.99979454   +0 54 11.3
 JJ0970
 JJ0970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0970!SPC CO C     -   0.99975604  x   0.99996301  =   0.99971906
 JJ0970!UTM  13      -   0.99975604  x   0.99979454  =   0.99955063
 JJ0970
 JJ0970|---------------------------------------------------------------------|
 JJ0970| PID    Reference Object                     Distance      Geod. Az  |
 JJ0970|                                                           dddmmss.s |
 JJ0970| CM7339 ADOBE RM                            244.090 METERS 00005     |
 JJ0970| JJ0969 T16S R55W SEC 10 TRACT COR          352.166 METERS 31259     |
 JJ0970|---------------------------------------------------------------------|
 JJ0970
 JJ0970                          SUPERSEDED SURVEY CONTROL
 JJ0970
 JJ0970  NAD 83(1986)-  38 40 40.54648(N)    103 33 18.11349(W) AD(       ) 1
 JJ0970  NAD 27      -  38 40 40.55300(N)    103 33 16.32000(W) AD(       ) 1
 JJ0970  NGVD 29 (07/19/86) 1575.6    (m)         5169.     (f) VERT ANG       
 JJ0970
 JJ0970.Superseded values are not recommended for survey control.
 JJ0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0970.See file dsdata.txt to determine how the superseded data were derived.
 JJ0970
 JJ0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC2569182028(NAD 83)
 JJ0970_MARKER: Z = SEE DESCRIPTION
 JJ0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0970
 JJ0970  HISTORY     - Date     Condition        Report By
 JJ0970  HISTORY     - 1881     MONUMENTED       CGS
 JJ0970  HISTORY     - 1922     SEE DESCRIPTION  CGS
 JJ0970  HISTORY     - 1935     SEE DESCRIPTION  CGS
 JJ0970
 JJ0970                          STATION DESCRIPTION
 JJ0970
 JJ0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 JJ0970'ABOUT 35 MILES SOUTH OF HUGO, 4 MILES SOUTH AND 1 MILE WEST
 JJ0970'OF KARVAL, IN THE NW 1/4 SEC. 10, T. 17 S., R. 55 W., ON LAND
 JJ0970'OWNED BY T.B. HERSBERGER, WHO LIVES 1/2 MILE NORTH OF THE
 JJ0970'STATION.  THE STATION IS ON THE HIGHEST POINT OF LAND IN THE
 JJ0970'VICINITY.  THE UNDERGROUND MARK IS A DISK SET.
 JJ0970'SURFACE MARK IS A DISK SET,
 JJ0970'AND IS EVEN WITH SURFACE.  REFERENCE MARK IS A DISK 3
 JJ0970'INCHES ABOVE THE SURFACE SET.  IT
 JJ0970'IS DIRECTLY ON THE SECTION LINE 272 METERS (894 FEET)
 JJ0970'EAST FROM THE NORTHWEST CORNER OF SECTION 10, AND 244.09
 JJ0970'METERS (800.8 FEET) FROM THE STATION N 0 DEG 05 MIN E.
 JJ0970
 JJ0970                          STATION RECOVERY (1935)
 JJ0970
 JJ0970'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (AWJ)
 JJ0970'THE MARK WAS FOUND AFTER CONSIDERABLE DIGGING AS IT WAS BURIED.
 JJ0970'THE FENCES IN THIS VICINITY DO NOT FOLLOW THE SECTION LINES.
 JJ0970'THE STATION AND REFERENCE MARKS WERE FOUND TO BE IN EXCELLENT
 JJ0970'CONDITION.  THE STATION IS IN TOWNSHIP 16, SOUTH, NOT 17, SOUTH.
 JJ0970'A REVISED DESCRIPTION WILL FACILITATE RECOVERY--
 JJ0970'
 JJ0970'ABOUT 35 MILES SOUTH OF HUGO, 4 MILES SOUTH AND 1 MILE WEST
 JJ0970'OF KARVAL, IN THE NORTHWEST QUARTER OF SEC. 10, T. 16 S.,
 JJ0970'R. 55 W., ON LAND OWNED (1935) BY T.B. HIRCHBERGER WHO LIVES
 JJ0970'1/2 MILE NORTH OF THE STATION.  THE STATION IS ON THE HIGHEST
 JJ0970'POINT OF LAND IN THE VICINITY AND IS ABOUT 1 MILE EAST OF THE
 JJ0970'KARVAL-LA JUNTA ROAD.  THE UNDERGROUND MARK IS A DISK SET.
 JJ0970'SURFACE MARK IS A DISK SET,
 JJ0970'AND IS 3 INCHES BELOW THE SURFACE.  REFERENCE
 JJ0970'MARK.....ETC.
 JJ0970'
 JJ0970'NOTE--SOME ADDITIONAL SEMI-PERMANENT REFERENCE MARKS ARE--20
 JJ0970'FEET NORTH OF A FENCE LINE.  20 FEET NORTHWEST OF AN OLD
 JJ0970'RUTTED WAGON TRAIL WHICH LEADS DOWN THE RAVINE TOWARDS ADOBE
 JJ0970'CREEK, 20 FEET SOUTH-SOUTHWEST OF A YOUNG COTTONWOOD TREE.  THE
 JJ0970'MARK WAS WITNESSED (1935) BY A CONICAL MOUND AND CIRCULAR TRENCH.
 JJ0970'BOTH STATION AND REFERENCE DISK WERE FOUND TO BE STAMPED ADOBE
 JJ0970'1881.  THE NORTHWEST CORNER OF SECTION 10 IS ON THE FENCE LINE
 JJ0970'BUT THE REFERENCE MARK IS NOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0957 ***********************************************************************
 JJ0957  DESIGNATION -  AFONSC 1
 JJ0957  PID         -  JJ0957
 JJ0957  STATE/COUNTY-  CO/CROWLEY
 JJ0957  USGS QUAD   -  ORDWAY (1954)
 JJ0957
 JJ0957                         *CURRENT SURVEY CONTROL
 JJ0957  ___________________________________________________________________
 JJ0957* NAD 83(1992)-  38 14 36.72224(N)    103 51 31.51811(W)     ADJUSTED  
 JJ0957* NAVD 88     -      1355.     (meters)    4446.     (feet)  SCALED    
 JJ0957  ___________________________________________________________________
 JJ0957  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 JJ0957  GEOID HEIGHT-         -21.21  (meters)                     GEOID03
 JJ0957
 JJ0957  HORZ ORDER  -  THIRD
 JJ0957
 JJ0957.The horizontal coordinates were established by classical geodetic methods
 JJ0957.and adjusted by the National Geodetic Survey in January 1993..
 JJ0957
 JJ0957.The orthometric height was scaled from a topographic map.
 JJ0957
 JJ0957.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0957
 JJ0957.The geoid height was determined by GEOID03.
 JJ0957
 JJ0957;                    North         East     Units Scale Factor Converg.
 JJ0957;SPC CO S     -   481,073.007 1,058,066.812   MT  0.99997086   +1 00 24.1
 JJ0957;SPC CO S     - 1,578,320.36  3,471,340.87   sFT  0.99997086   +1 00 24.1
 JJ0957;UTM  13      - 4,233,451.891   599,867.557   MT  0.99972283   +0 42 23.4
 JJ0957
 JJ0957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0957!SPC CO S     -   0.99979080  x   0.99997086  =   0.99976167
 JJ0957!UTM  13      -   0.99979080  x   0.99972283  =   0.99951369
 JJ0957
 JJ0957:                Primary Azimuth Mark                     Grid Az
 JJ0957:SPC CO S     -  CROWLEY                                  181 59 41.5
 JJ0957:UTM  13      -  CROWLEY                                  182 17 42.2
 JJ0957
 JJ0957|---------------------------------------------------------------------|
 JJ0957| PID    Reference Object                     Distance      Geod. Az  |
 JJ0957|                                                           dddmmss.s |
 JJ0957| JJ0958 CROWLEY                             APPROX. 8.2 KM 1830005.6 |
 JJ0957|---------------------------------------------------------------------|
 JJ0957
 JJ0957                          SUPERSEDED SURVEY CONTROL
 JJ0957
 JJ0957  NAD 83(1986)-  38 14 36.70437(N)    103 51 31.51920(W) AD(       ) 3
 JJ0957  NAD 27      -  38 14 36.69245(N)    103 51 29.67903(W) AD(       ) 3
 JJ0957
 JJ0957.Superseded values are not recommended for survey control.
 JJ0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0957.See file dsdata.txt to determine how the superseded data were derived.
 JJ0957
 JJ0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC9986833452(NAD 83)
 JJ0957_MARKER: DD = SURVEY DISK
 JJ0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0957_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JJ0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0957+STABILITY: SURFACE MOTION
 JJ0957
 JJ0957  HISTORY     - Date     Condition        Report By
 JJ0957  HISTORY     - 1949     MONUMENTED       USGS
 JJ0957
 JJ0957                          STATION DESCRIPTION
 JJ0957
 JJ0957'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 JJ0957'STATION IS LOCATED ABOUT 3 MI. N. OF CROWLEY, COLORADO, IN SEC. 2,
 JJ0957'T 21 S, R 58 W.
 JJ0957'
 JJ0957'TO REACH FROM POST OFFICE AT CROWLEY, COLORADO, PROCEED N. ALONG
 JJ0957'COUNTY RD. 3.25 MI. TO A GATE, THENCE N. THROUGH GATE 281 FT. TO
 JJ0957'REFERENCE MARK NO. 1, ALONG FENCE LINE.  STATION LIES 308 FT. W.
 JJ0957'OF REFERENCE MARK NO. 1.
 JJ0957'
 JJ0957'STATION MARK--STANDARD TABLET SET IN TOP OF A 6 X 6 IN. CONCRETE
 JJ0957'POST PROJECTING 4 IN. ABOVE SURFACE AND STAMPED ---AFONSC-1 1949---.
 JJ0957'
 JJ0957'REFERENCE MARK NO. 1--A 1/2 IN. REINFORCING STEEL ROD DRIVEN IN GROUND
 JJ0957'PROJECTING 3 IN. ABOVE SURFACE, 308.1 FT. FROM STATION,
 JJ0957'N 88 DEG 17 MIN W.
 JJ0957'
 JJ0957'REFERENCE MARK NO. 2--A 1/2 IN. REINFORCING STEEL ROD DRIVEN IN GROUND
 JJ0957'PROJECTING 3 IN. ABOVE SURFACE, 107.4 FT. FROM STATION,
 JJ0957'S 01 DEG 26 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0964 ***********************************************************************
 JJ0964  DESIGNATION -  AFOSR 1
 JJ0964  PID         -  JJ0964
 JJ0964  STATE/COUNTY-  CO/CROWLEY
 JJ0964  USGS QUAD   -  OLNEY SPRINGS (1954)
 JJ0964
 JJ0964                         *CURRENT SURVEY CONTROL
 JJ0964  ___________________________________________________________________
 JJ0964* NAD 83(1992)-  38 08 27.23502(N)    103 52 48.85521(W)     ADJUSTED  
 JJ0964* NAVD 88     -      1319.     (meters)    4327.     (feet)  SCALED    
 JJ0964  ___________________________________________________________________
 JJ0964  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 JJ0964  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 JJ0964
 JJ0964  HORZ ORDER  -  THIRD
 JJ0964
 JJ0964.The horizontal coordinates were established by classical geodetic methods
 JJ0964.and adjusted by the National Geodetic Survey in January 1993..
 JJ0964
 JJ0964.The orthometric height was scaled from a topographic map.
 JJ0964
 JJ0964.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0964
 JJ0964.The geoid height was determined by GEOID03.
 JJ0964
 JJ0964;                    North         East     Units Scale Factor Converg.
 JJ0964;SPC CO S     -   469,649.760 1,056,384.080   MT  0.99995969   +0 59 36.7
 JJ0964;SPC CO S     - 1,540,842.59  3,465,820.10   sFT  0.99995969   +0 59 36.7
 JJ0964;UTM  13      - 4,222,040.432   598,125.250   MT  0.99971858   +0 41 29.8
 JJ0964
 JJ0964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0964!SPC CO S     -   0.99979646  x   0.99995969  =   0.99975615
 JJ0964!UTM  13      -   0.99979646  x   0.99971858  =   0.99951509
 JJ0964
 JJ0964:                Primary Azimuth Mark                     Grid Az
 JJ0964:SPC CO S     -  FOWLER                                   280 41 19.6
 JJ0964:UTM  13      -  FOWLER                                   280 59 26.5
 JJ0964
 JJ0964|---------------------------------------------------------------------|
 JJ0964| PID    Reference Object                     Distance      Geod. Az  |
 JJ0964|                                                           dddmmss.s |
 JJ0964| JJ0966 FOWLER                              APPROX. 9.4 KM 2814056.3 |
 JJ0964|---------------------------------------------------------------------|
 JJ0964
 JJ0964                          SUPERSEDED SURVEY CONTROL
 JJ0964
 JJ0964  NAD 83(1986)-  38 08 27.21689(N)    103 52 48.85458(W) AD(       ) 3
 JJ0964  NAD 27      -  38 08 27.19840(N)    103 52 47.00871(W) AD(       ) 3
 JJ0964
 JJ0964.Superseded values are not recommended for survey control.
 JJ0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0964.See file dsdata.txt to determine how the superseded data were derived.
 JJ0964
 JJ0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC9812522040(NAD 83)
 JJ0964_MARKER: DD = SURVEY DISK
 JJ0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0964_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JJ0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0964+STABILITY: SURFACE MOTION
 JJ0964
 JJ0964  HISTORY     - Date     Condition        Report By
 JJ0964  HISTORY     - 1949     MONUMENTED       USGS
 JJ0964
 JJ0964                          STATION DESCRIPTION
 JJ0964
 JJ0964'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 JJ0964'STATION IS LOCATED ABOUT 1 MI. W. AND 3.5 MI. S. OF CROWLEY, COLORADO,
 JJ0964'IN SEC. 10, T 22 S, R 58 W.
 JJ0964'
 JJ0964'TO REACH STATION FROM POST OFFICE AT CROWLEY, COLORADO, PROCEED W. 1.1
 JJ0964'MI. ALONG STATE HIGHWAY 96 TO CROSSROADS, THENCE LEFT (S.) 2.95 MI.
 JJ0964'TO A T-JUNCTION OF RDS., THENCE RIGHT (W.) 0.23 MI. TO SMALL HILL TOP.
 JJ0964'STATION LIES 175.8 FT. S. OF CENTERLINE OF RD.
 JJ0964'
 JJ0964'STATION MARK--STANDARD TABLET SET IN TOP OF 6 X 6 IN. CONCRETE POST
 JJ0964'PROJECTING 4 IN. ABOVE GROUND AND STAMPED ---AFOSR-1 1949---.
 JJ0964'
 JJ0964'REFERENCE MARK NO. 1--A 1/2 IN. REINFORCING STEEL ROD DRIVEN IN GROUND
 JJ0964'PROJECTING 3 IN. ABOVE SURFACE, 146.8 FT. FROM STATION,
 JJ0964'S 02 DEG 27 MIN W.
 JJ0964'
 JJ0964'REFERENCE MARK NO. 2--A 1/2 IN. REINFORCING STEEL ROD DRIVEN IN GROUND
 JJ0964'PROJECTING 3 IN. ABOVE SURFACE, 105.8 FT. FROM STATION,
 JJ0964'N 88 DEG 58 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0963 ***********************************************************************
 JJ0963  DESIGNATION -  AFR 1
 JJ0963  PID         -  JJ0963
 JJ0963  STATE/COUNTY-  CO/OTERO
 JJ0963  USGS QUAD   -  ELDER (1954)
 JJ0963
 JJ0963                         *CURRENT SURVEY CONTROL
 JJ0963  ___________________________________________________________________
 JJ0963* NAD 83(1992)-  38 00 13.27414(N)    103 52 38.14864(W)     ADJUSTED  
 JJ0963* NAVD 88     -      1334.     (meters)    4377.     (feet)  SCALED    
 JJ0963  ___________________________________________________________________
 JJ0963  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 JJ0963  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 JJ0963
 JJ0963  HORZ ORDER  -  THIRD
 JJ0963
 JJ0963.The horizontal coordinates were established by classical geodetic methods
 JJ0963.and adjusted by the National Geodetic Survey in January 1993..
 JJ0963
 JJ0963.The orthometric height was scaled from a topographic map.
 JJ0963
 JJ0963.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0963
 JJ0963.The geoid height was determined by GEOID03.
 JJ0963
 JJ0963;                    North         East     Units Scale Factor Converg.
 JJ0963;SPC CO S     -   454,427.115 1,056,909.303   MT  0.99994976   +0 59 43.3
 JJ0963;SPC CO S     - 1,490,899.63  3,467,543.27   sFT  0.99994976   +0 59 43.3
 JJ0963;UTM  13      - 4,206,818.803   598,569.869   MT  0.99971966   +0 41 28.8
 JJ0963
 JJ0963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0963!SPC CO S     -   0.99979409  x   0.99994976  =   0.99974386
 JJ0963!UTM  13      -   0.99979409  x   0.99971966  =   0.99951381
 JJ0963
 JJ0963:                Primary Azimuth Mark                     Grid Az
 JJ0963:SPC CO S     -  ROCKY BUTTE NO 2                         077 44 57.0
 JJ0963:UTM  13      -  ROCKY BUTTE NO 2                         078 03 11.5
 JJ0963
 JJ0963|---------------------------------------------------------------------|
 JJ0963| PID    Reference Object                     Distance      Geod. Az  |
 JJ0963|                                                           dddmmss.s |
 JJ0963| JJ0960 ROCKY BUTTE NO 2                    APPROX. 5.8 KM 0784440.3 |
 JJ0963|---------------------------------------------------------------------|
 JJ0963
 JJ0963                          SUPERSEDED SURVEY CONTROL
 JJ0963
 JJ0963  NAD 83(1986)-  38 00 13.25577(N)    103 52 38.14609(W) AD(       ) 3
 JJ0963  NAD 27      -  38 00 13.22590(N)    103 52 36.30279(W) AD(       ) 3
 JJ0963
 JJ0963.Superseded values are not recommended for survey control.
 JJ0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0963.See file dsdata.txt to determine how the superseded data were derived.
 JJ0963
 JJ0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC9857006819(NAD 83)
 JJ0963_MARKER: DD = SURVEY DISK
 JJ0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0963_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JJ0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0963+STABILITY: SURFACE MOTION
 JJ0963
 JJ0963  HISTORY     - Date     Condition        Report By
 JJ0963  HISTORY     - 1949     MONUMENTED       USGS
 JJ0963
 JJ0963                          STATION DESCRIPTION
 JJ0963
 JJ0963'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 JJ0963'STATION IS LOCATED ABOUT 0.5 MI. W. AND 7 MI. S. OF MANZANOLA,
 JJ0963'COLORADO, IN SEC. 34, T 23 S, R 58 W.
 JJ0963'
 JJ0963'TO REACH STATION FROM POST OFFICE AT MANZANOLA, COLORADO, PROCEED W.
 JJ0963'ALONG U.S. HIGHWAY 50 FOR 0.55 MI. TO JUNCTION OF HIGHWAY 50 WITH
 JJ0963'COLORADO HIGHWAY 207, THENCE LEFT (S.) ALONG HIGHWAY 207 FOR 7.0 MI.
 JJ0963'STATION LIES 232.0 FT. W. OF RD. ALONG A DIM E-W. TRAIL.
 JJ0963'
 JJ0963'STATION MARK--STANDARD TABLET SET IN THE TOP OF A 6 X 6 IN. CONCRETE
 JJ0963'POST PROJECTING 5 IN. ABOVE SURFACE AND STAMPED ---AFR-1 1949---.
 JJ0963'
 JJ0963'REFERENCE MARK NO. 1--A 1/2 IN. REINFORCING STEEL ROD DRIVEN IN GROUND
 JJ0963'PROJECTING 4 IN. ABOVE SURFACE, 105.2 FT. FROM STATION,
 JJ0963'S 89 DEG 23 MIN E.
 JJ0963'
 JJ0963'REFERENCE MARK NO. 2--A 1/2 IN. REINFORCING STEEL ROD DRIVEN IN GROUND
 JJ0963'PROJECTING 4 IN. ABOVE SURFACE, 108.6 FT. FROM STATION,
 JJ0963'S 04 DEG 19 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0607 ***********************************************************************
 LM0607  DESIGNATION -  AGATE
 LM0607  PID         -  LM0607
 LM0607  STATE/COUNTY-  CO/ROUTT
 LM0607  USGS QUAD   -  STEAMBOAT SPRINGS (1969)
 LM0607
 LM0607                         *CURRENT SURVEY CONTROL
 LM0607  ___________________________________________________________________
 LM0607* NAD 83(1992)-  40 27 34.57126(N)    106 51 47.59955(W)     ADJUSTED  
 LM0607* NAVD 88     -      2512.1    (meters)    8242.     (feet)  VERTCON   
 LM0607  ___________________________________________________________________
 LM0607  LAPLACE CORR-           7.13  (seconds)                    DEFLEC99
 LM0607  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 LM0607
 LM0607  HORZ ORDER  -  FIRST
 LM0607
 LM0607.The horizontal coordinates were established by classical geodetic methods
 LM0607.and adjusted by the National Geodetic Survey in January 1993..
 LM0607
 LM0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0607
 LM0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0607
 LM0607.The geoid height was determined by GEOID03.
 LM0607
 LM0607;                    North         East     Units Scale Factor Converg.
 LM0607;SPC CO N     -   430,741.034   798,784.031   MT  0.99996347   -0 52 51.0
 LM0607;SPC CO N     - 1,413,189.54  2,620,677.28   sFT  0.99996347   -0 52 51.0
 LM0607;UTM  13      - 4,480,437.852   342,022.891   MT  0.99990721   -1 12 33.5
 LM0607
 LM0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0607!SPC CO N     -   0.99960807  x   0.99996347  =   0.99957156
 LM0607!UTM  13      -   0.99960807  x   0.99990721  =   0.99951532
 LM0607
 LM0607|---------------------------------------------------------------------|
 LM0607| PID    Reference Object                     Distance      Geod. Az  |
 LM0607|                                                           dddmmss.s |
 LM0607| CP5241 AGATE RM 1                            7.203 METERS 07606     |
 LM0607| CP5240 AGATE AZ MK                                        1681222.1 |
 LM0607| CP5242 AGATE RM 2                           10.605 METERS 20547     |
 LM0607|---------------------------------------------------------------------|
 LM0607
 LM0607                          SUPERSEDED SURVEY CONTROL
 LM0607
 LM0607  NAD 83(1986)-  40 27 34.56960(N)    106 51 47.59389(W) AD(       ) 1
 LM0607  NAD 27      -  40 27 34.64900(N)    106 51 45.41600(W) AD(       ) 1
 LM0607  NGVD 29 (07/19/86) 2510.8    (m)         8238.     (f) VERT ANG       
 LM0607
 LM0607.Superseded values are not recommended for survey control.
 LM0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0607.See file dsdata.txt to determine how the superseded data were derived.
 LM0607
 LM0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE4202380438(NAD 83)
 LM0607_MARKER: DS = TRIANGULATION STATION DISK
 LM0607_SETTING: 80 = SET IN A BOULDER
 LM0607_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LM0607
 LM0607  HISTORY     - Date     Condition        Report By
 LM0607  HISTORY     - 1937     MONUMENTED       CGS
 LM0607  HISTORY     - 1939     GOOD             CGS
 LM0607  HISTORY     - 1949     GOOD             CGS
 LM0607
 LM0607                          STATION DESCRIPTION
 LM0607
 LM0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LM0607'STATION IS ABOUT 1-1/2 MILES S AND 1-1/2 MILES W OF STEAMBOAT
 LM0607'SPRINGS, COLORADO, ON A HIGH POINT OF A TIMBERED RIDGE.  STATION
 LM0607'OVERLOOKS THE COUNTRYSIDE TO THE W AND S.  STATION SITE IS
 LM0607'DENSELY COVERED WITH ASPENS TO THE N AND WITH SCRUB OAK TO
 LM0607'THE SW AND E.
 LM0607'
 LM0607'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 LM0607'WEDGED IN DRILL HOLES IN BOULDERS.
 LM0607'
 LM0607'REFERENCE MARK NO. 1 IS E BY N AND ABOUT 1 FOOT BELOW ELEVATION
 LM0607'OF THE STATION.
 LM0607'
 LM0607'REFERENCE MARK NO. 2 IS S BY W AND ABOUT 1 FOOT BELOW THE
 LM0607'ELEVATION OF THE STATION.
 LM0607'
 LM0607'AZIMUTH MARK IS ABOUT 75 METERS S BY E OF STATION ON THE
 LM0607'SOUTHEASTERN SLOPE OF RIDGE.
 LM0607'
 LM0607'TO REACH STATION FROM STEAMBOAT SPRINGS GO TO THE RAILROAD DEPOT
 LM0607'ON THE W EDGE OF TOWN.  THENCE GO W FROM THE DEPOT ABOUT 200
 LM0607'YARDS TO THE STANDARD OIL COMPANY BULK PLANT.  FROM HERE TAKE
 LM0607'TRACK ROAD S 0.05 MILE TO A FORK.  TAKE RIGHT FORK, SOUTHERLY,
 LM0607'0.85 MILE TO A RANCH ON THE RIGHT SIDE OF THE ROAD.  TURN SHARP
 LM0607'LEFT, E, ON TRACK ROAD UP STEEP GRADE 0.3 MILE TO A FORK AT THE
 LM0607'CORNER OF A FIELD.  THENCE TAKE RIGHT FORK, S 0.3 MILE TO A
 LM0607'WIRE GATE.  GO THROUGH GATE AND CONTINUE 0.2 MILE TO A FORK
 LM0607'WITH WIRE GATE AHEAD ON LEFT FORK.  TAKE THE RIGHT FORK 0.1
 LM0607'MILE TO A WIRE FENCE CORNER IN A TANGLE OF ASPEN TREES
 LM0607'JUST LEFT OF THE ROAD.  HERE TAKE DIM TRACK ROAD LEFT, S,
 LM0607'ALONG THE FENCE A SHORT DISTANCE AND THEN SWING RIGHT,
 LM0607'W, ALONG THE HILLSIDE FOR ABOUT 1/2 MILE.  HERE THE DIM ROAD
 LM0607'TURNS LEFT, SW, AND W UP A DRAW AND ON AROUND THE HILLSIDE
 LM0607'ABOUT 0.8 MILE TO AN OLD LOG CABIN IN A SMALL CLEARING IN THE
 LM0607'TIMBER.  FROM HERE CONTINUE ON W THROUGH OPEN SPOTS IN THE
 LM0607'TIMBER FOR ABOUT 1/4 MILE TO WHERE THE HILL BECOME TOO
 LM0607'STEEP FOR TRUCK TRAVEL.  THERE IS A TRIANGLE BLAZE ON
 LM0607'14-INCH PINE AT THIS POINT.  FROM END OF TRUCK TRAVEL
 LM0607'FOLLOW WELL TRAVELED, BLAZED, CATTLE TRAIL UP THE MOUNTAIN
 LM0607'IN A SOUTHERLY DIRECTION THROUGH HEAVY PINE TIMBER ABOUT 500
 LM0607'YARDS TO A SADDLE IN THE RIDGE.  TURN RIGHT, W, UP GRADE
 LM0607'ANOTHER 500 YARDS TO A WIRE FENCE CROSSING HIGHEST PART OF HILL
 LM0607'AND STATION.
 LM0607
 LM0607                          STATION RECOVERY (1939)
 LM0607
 LM0607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FGJ)
 LM0607'STATION RECOVERED AS DESCRIBED WITH EXCEPTIONS NOTED BELOW.
 LM0607'
 LM0607'REFERENCE MARK NO. 2 IS ABOUT 2 FEET BELOW ELEVATION OF STATION.
 LM0607'
 LM0607'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS DO NOT
 LM0607'CHECK WELL.  THE NEW VALUES WERE CHECKED VERY CLOSELY IN THE
 LM0607'FIELD AND ARE CORRECT.  NONE OF THE MARKS SHOWED ANY SIGN OF
 LM0607'HAVING BEEN DISTURBED.
 LM0607
 LM0607                          STATION RECOVERY (1949)
 LM0607
 LM0607'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LM0607'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION AS
 LM0607'DESCRIBED, EXCEPT FOR SLIGHT DIFFERENCES IN DISTANCE TO THE
 LM0607'REFERENCE MARKS AND DIRECTIONS TO THE REFERENCE MARKS AND
 LM0607'AZIMUTH MARK.  THE CORRECT DISTANCES AND DIRECTIONS ARE SHOWN
 LM0607'BELOW.  A COMPLETE DESCRIPTION FOLLOWS--
 LM0607'
 LM0607'THE STATION IS LOCATED ABOUT 1.6 MILES AIR LINE SOUTHWEST
 LM0607'OF STEAMBOAT SPRINGS ON THE HIGHEST POINT OF A TIMBERED RIDGE,
 LM0607'WHICH IS ABOUT 0.5 MILE WEST OF THE TOP OF SKI TOW.  THE STATION
 LM0607'MARK, PROJECTS 2 INCHES AND STAMPED,
 LM0607'AGATE 1937.
 LM0607'
 LM0607'REFERENCE MARK NO. 1 IS APPROXIMATELY 18 INCHES LOWER THAN THE
 LM0607'STATION MARK, PROJECTS 2 INCHES AND STAMPED, AGATE 1937 NO 1.  IT
 LM0607'IS DESCRIBED.
 LM0607'
 LM0607'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN THE
 LM0607'STATION MARK, PROJECTS 3 INCHES AND
 LM0607'STAMPED, AGATE 1937 NO 2.
 LM0607'
 LM0607'THE AZIMUTH MARK IS 3 FEET NORTHWEST OF A TREE STUMP,
 LM0607'PROJECTS 2 INCHES AND STAMPED, AGATE 1937.
 LM0607'
 LM0607'TO REACH THE STATION FROM THE RAILROAD DEPOT IN STEAMBOAT SPRINGS,
 LM0607'CROSS RAILROAD JUST EAST OF DEPOT AND GO WEST FOR 0.1 MILE TO
 LM0607'FORK.  TAKE RIGHT FORK AND GO 0.1 MILE TO FORK.  TAKE LEFT FORK
 LM0607'FOR 0.15 MILE TO FORK.  TAKE RIGHT FORK FOR 0.75 MILE TO A
 LM0607'REVERSE Y-FORK JUST BEFORE REACHING RANCH BUILDINGS.  TURN SHARP
 LM0607'LEFT AND FOLLOW ROAD AROUND FIELDS AND UP GRADE FOR 0.75 MILE TO
 LM0607'FORK.  TAKE RIGHT FORK FOR 0.35 MILE TO FORK.  TAKE RIGHT FORK
 LM0607'FOR 1.1 MILE TO A TRIANGLE BLAZED TREE AND THE END OF TRUCK
 LM0607'TRAVEL.  HERE PACK SOUTH ABOUT 200 YARDS TO THE TOP OF RIDGE.  THEN
 LM0607'LEFT, EAST, ABOUT 100 YARDS TO THE HIGHEST POINT AND STATION.
 LM0607'A 20 MINUTE PACK.
 LM0607'
 LM0607'OBSERVATIONS MADE FROM A 1.2 METERS TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1599 ***********************************************************************
 KK1599  DESIGNATION -  AGATE
 KK1599  PID         -  KK1599
 KK1599  STATE/COUNTY-  CO/ELBERT
 KK1599  USGS QUAD   -  CATTLE GULCH (1978)
 KK1599
 KK1599                         *CURRENT SURVEY CONTROL
 KK1599  ___________________________________________________________________
 KK1599* NAD 83(1992)-  39 28 35.85145(N)    104 01 43.66259(W)     ADJUSTED  
 KK1599* NAVD 88     -      1724.1    (meters)    5656.     (feet)  VERTCON   
 KK1599  ___________________________________________________________________
 KK1599  LAPLACE CORR-          -4.70  (seconds)                    DEFLEC99
 KK1599  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 KK1599
 KK1599  HORZ ORDER  -  FIRST
 KK1599
 KK1599.The horizontal coordinates were established by classical geodetic methods
 KK1599.and adjusted by the National Geodetic Survey in January 1993..
 KK1599
 KK1599.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1599
 KK1599.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1599
 KK1599.The geoid height was determined by GEOID03.
 KK1599
 KK1599;                    North         East     Units Scale Factor Converg.
 KK1599;SPC CO C     -   488,245.610 1,040,976.631   MT  0.99995735   +0 55 40.3
 KK1599;SPC CO C     - 1,601,852.47  3,415,270.83   sFT  0.99995735   +0 55 40.3
 KK1599;SPC CO N     -   321,760.511 1,040,987.756   MT  1.00004741   +0 57 02.1
 KK1599;SPC CO N     - 1,055,642.61  3,415,307.33   sFT  1.00004741   +0 57 02.1
 KK1599;UTM  13      - 4,370,120.507   583,531.973   MT  0.99968591   +0 37 03.0
 KK1599
 KK1599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1599!SPC CO C     -   0.99973252  x   0.99995735  =   0.99968988
 KK1599!SPC CO N     -   0.99973252  x   1.00004741  =   0.99977992
 KK1599!UTM  13      -   0.99973252  x   0.99968591  =   0.99941851
 KK1599
 KK1599:                Primary Azimuth Mark                     Grid Az
 KK1599:SPC CO C     -  JIM                                      082 27 59.2
 KK1599:SPC CO N     -  JIM                                      082 26 37.4
 KK1599:UTM  13      -  JIM                                      082 46 36.5
 KK1599
 KK1599|---------------------------------------------------------------------|
 KK1599| PID    Reference Object                     Distance      Geod. Az  |
 KK1599|                                                           dddmmss.s |
 KK1599| KJ0537 JIM                                 APPROX.12.7 KM 0832339.5 |
 KK1599| CP7266 AGATE AZ MK                                        0901302.2 |
 KK1599| CP7267 AGATE RM 1                           20.455 METERS 14321     |
 KK1599| CP7268 AGATE RM 2                           23.193 METERS 22429     |
 KK1599| KK1576 DEER TRAIL MUNICIPAL TANK           APPROX.15.3 KM 3543806.3 |
 KK1599|---------------------------------------------------------------------|
 KK1599
 KK1599                          SUPERSEDED SURVEY CONTROL
 KK1599
 KK1599  NAD 83(1986)-  39 28 35.84484(N)    104 01 43.66022(W) AD(       ) 1
 KK1599  NAD 27      -  39 28 35.90310(N)    104 01 41.79985(W) AD(       ) 1
 KK1599  NGVD 29 (07/19/86) 1723.3    (m)         5654.     (f) VERT ANG       
 KK1599
 KK1599.Superseded values are not recommended for survey control.
 KK1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1599.See file dsdata.txt to determine how the superseded data were derived.
 KK1599
 KK1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED8353270121(NAD 83)
 KK1599_MARKER: DS = TRIANGULATION STATION DISK
 KK1599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1599_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1599+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2004
 KK1599
 KK1599  HISTORY     - Date     Condition        Report By
 KK1599  HISTORY     - 1960     MONUMENTED       USGS
 KK1599  HISTORY     - 1970     GOOD             NGS
 KK1599  HISTORY     - 20040322 GOOD             CLSI
 KK1599
 KK1599                          STATION DESCRIPTION
 KK1599
 KK1599'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (NES)
 KK1599'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF DEER TRAIL, 5 MILES
 KK1599'WEST OF AGATE, IN THE SOUTHWEST CORNER OF THE SOUTHWEST 1/4 OF
 KK1599'SECTION 32, T. 6 S., R. 59 W., AND ON THE HIGHEST POINT IN THE
 KK1599'GENERAL VICINITY.
 KK1599'
 KK1599'TO REACH THE STATION FROM THE POST OFFICE IN DEER TRAIL, GO SOUTH
 KK1599'ON U.S. HIGHWAYS 40 AND 287 8.4 MILES TO A T-ROAD TO THE
 KK1599'RIGHT.  TURN RIGHT, WEST, AND FOLLOW THE GRAVELED ROAD 1.9 MILES
 KK1599'TO A T-ROAD TO THE LEFT, AND JUST BEFORE REACHING A SET OF
 KK1599'BUILDINGS.  TURN LEFT, SOUTH, AND GO 1.0 MILE TO A FENCE ACROSS
 KK1599'THE ROAD AND A WIRE GATE ON THE WEST SIDE OF THE ROAD.  PASS
 KK1599'THROUGH GATE, AND CONTINUE SOUTH ON THE TRACK ROAD 0.2 MILE TO
 KK1599'A WIRE GATE.  PASS THROUGH GATE, AND FOLLOW THE TRACK ROAD WEST
 KK1599'AND SOUTHWEST 0.3 MILE TO A Y-FORK.  TAKE RIGHT FORK, AND
 KK1599'CONTINUE SOUTHWEST 0.5 MILE TO A POND ON THE NORTHWEST SIDE
 KK1599'OF THE ROAD.  CONTINUE AHEAD, SOUTHWEST, 0.5 MILE TO THE
 KK1599'TOP OF THE RIDGE AND THE STATION.
 KK1599'
 KK1599'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ALONG THE
 KK1599'NORTH SIDE OF THE EAST-WEST FENCE LINE 0.9 MILE TO A FENCE CORNER
 KK1599'AND THE AZIMUTH MARK.
 KK1599'
 KK1599'THE STATION MARK, STAMPED AGATE 1960, IS A STANDARD DISK SET IN
 KK1599'THE TOP OF A CYLINDRICAL CONCRETE POST THAT IS 1 FOOT BELOW THE
 KK1599'SURFACE OF THE GROUND.  IT IS 4.4 FEET SOUTH OF THE WITNESS POST.
 KK1599'
 KK1599'REFERENCE MARK NO. 1, STAMPED AGATE NO 1 1960, IS A STANDARD DISK
 KK1599'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 KK1599'INCHES.  IT IS 71.0 FEET SOUTHEAST OF THE WITNESS POST AND SET IN
 KK1599'THE EAST-WEST FENCE LINE.
 KK1599'
 KK1599'REFERENCE MARK NO. 2, STAMPED AGATE NO 2 1960, IS A STANDARD
 KK1599'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 KK1599'4 INCHES.  IT IS 79.0 FEET SOUTHWEST OF THE WITNESS POST AND SET
 KK1599'IN THE EAST-WEST FENCE LINE.
 KK1599'
 KK1599'THE AZIMUTH MARK, STAMPED AGATE 1960, IS A STANDARD DISK SET IN
 KK1599'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 3
 KK1599'INCHES.  IT IS 14 FEET WEST OF A FENCE CORNER, 1.5 FEET EAST OF
 KK1599'THE WITNESS POST, AND 0.8 FOOT NORTH OF THE FENCE.
 KK1599
 KK1599                          STATION RECOVERY (1970)
 KK1599
 KK1599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RDS)
 KK1599'STATION IS LOCATED NORTH 51 DEGREES WEST ABOUT 24 MILES AIRLINE
 KK1599'FROM LIMON, COLORADO NORTH 76 DEGREES WEST ABOUT 4.8 MILES
 KK1599'AIRLINE FROM AGATE, COLORADO, ON HIGHEST POINT OF NORTH-SOUTH
 KK1599'RIDGE, 4 FEET SOUTH OF USC AND GS WITNESS SIGN.
 KK1599'
 KK1599'TO REACH FROM THE UNDERPASS ON INTERSTATE 70, 0.4 MILE EAST OF
 KK1599'AGATE, COLORADO, GO NORTH 3.35 MILES ON INTERSTATE 70 TO LOWLAND
 KK1599'INTERCHANGE.  TURN RIGHT AND GO 0.2 MILE TO ROAD JUNCTION
 KK1599'(SECTION LINE ROAD).  TURN LEFT UNDER OVERPASS AND TAKE GRAVEL
 KK1599'ROAD WEST 2.15 MILES TO GATE ON LEFT JUST EAST OF ABANDONED FARM
 KK1599'BUILDINGS.  PASS THROUGH GATE AND GO 0.15 MILE THROUGH FARM
 KK1599'YARD TO WEST END OF BARN AND GATE.  PASS THROUGH GATE AND FOLLOW
 KK1599'TRACK ROAD 1.05 MILES TO EAST-WEST FENCE AND GATE.  CONTINUE SOUTH
 KK1599'0.8 MILE TO WINDMILL.  TURN RIGHT AND DRIVE WEST-SOUTHWEST
 KK1599'CROSS COUNTRY 0.55 MILE TO TOP OF RIDGE AND STATION JUST NORTH
 KK1599'OF EAST-WEST FENCE LINE.
 KK1599'
 KK1599'STATION MARK IS A STANDARD USC AND GS DISK SET IN THE TOP OF A
 KK1599'CONCRETE POST ABOUT 1.0 FOOT BELOW SURFACE OF GROUND AND STAMPED
 KK1599'AGATE 1960.
 KK1599'
 KK1599'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION.  STANDARD USC AND
 KK1599'GS DISK SET IN TOP OF A CONCRETE POST PROJECTING 0.2 FOOT AND
 KK1599'STAMPED AGATE NO. 1 1960.
 KK1599'
 KK1599'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION.  STANDARD USC AND
 KK1599'GS DISK SET IN TOP OF A CONCRETE POST PROJECTING 0.2 FOOT AND
 KK1599'STAMPED AGATE NO. 2 1960.
 KK1599'
 KK1599'USC AND GS STATION JIM 1960 IS VISIBLE FROM THE GROUND AT THIS
 KK1599'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 KK1599'
 KK1599'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
 KK1599
 KK1599                          STATION RECOVERY (2004)
 KK1599
 KK1599'RECOVERY NOTE BY CLARK LAND SURVEYING INCORPORATED 2004 (MSJ)
 KK1599'TO REACH FROM THE BRIDGE OVER INTERSTATE 70 ABOUT 0.4 MILE EAST OF
 KK1599'AGATE, COLO. GO WEST 0.4 MILE TO T-INTERSECTION.  TURN LEFT AND GO
 KK1599'SOUTHEASTERLY 0.75 MILE WHERE ROAD BEARS RIGHT.  GO SOUTHWESTERLY,
 KK1599'WESTERLY AND SOUTHERLY 1.0 MILE TO GRAVEL ROAD RIGHT.
 KK1599' 
 KK1599'TURN RIGHT AND GO WESTERLY ON GRAVEL ROAD 3.6 MILES TO A WIRE GATE ON
 KK1599'THE RIGHT.  GO THROUGH GATE AND FOLLOW TRACK ROAD NORTHERLY 1.0 MILE
 KK1599'TO A WIRE GATE IN AN EAST-WEST FENCE.  GO THROUGH GATE AND FOLLOW
 KK1599'TRACK ROAD 0.25 MILE TO A NORTH-SOUTH FENCE.  FOLLOW FENCE NORTH 0.9
 KK1599'MILE TO THE STATION.
 KK1599' 
 KK1599'STATION IS 2.0 FEET BELOW GROUND UNDER BRICKS, BROKEN CONCRETE AND
 KK1599'DIRT.  STATION IS 1.0 FOOT NORTH OF A STEEL FENCE POST.  STATION IS 55
 KK1599'FEET NORTH OF AN EAST-WEST FENCE AND 156 FEET EAST OF A NORTH-SOUTH
 KK1599'FENCE.
 KK1599' 
 KK1599'BOTH REFERENCE MARKS WERE RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1281 ***********************************************************************
 LL1281  DESIGNATION -  AGATE ET
 LL1281  PID         -  LL1281
 LL1281  STATE/COUNTY-  CO/WELD
 LL1281  USGS QUAD   -  CARR SW (1972)
 LL1281
 LL1281                         *CURRENT SURVEY CONTROL
 LL1281  ___________________________________________________________________
 LL1281* NAD 83(1992)-  40 45 30.32209(N)    104 53 24.82174(W)     ADJUSTED  
 LL1281* NAVD 88     -      1723.7    (meters)    5655.     (feet)  VERTCON   
 LL1281  ___________________________________________________________________
 LL1281  LAPLACE CORR-          -9.88  (seconds)                    DEFLEC99
 LL1281  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 LL1281
 LL1281  HORZ ORDER  -  THIRD
 LL1281
 LL1281.The horizontal coordinates were established by classical geodetic methods
 LL1281.and adjusted by the National Geodetic Survey in January 1997..
 LL1281
 LL1281.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1281
 LL1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1281
 LL1281.The geoid height was determined by GEOID03.
 LL1281
 LL1281;                    North         East     Units Scale Factor Converg.
 LL1281;SPC CO N     -   463,211.429   965,891.336   MT  0.99999605   +0 23 38.4
 LL1281;SPC CO N     - 1,519,719.50  3,168,928.49   sFT  0.99999605   +0 23 38.4
 LL1281;UTM  13      - 4,511,946.060   509,265.597   MT  0.99960106   +0 04 18.0
 LL1281
 LL1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1281!SPC CO N     -   0.99973228  x   0.99999605  =   0.99972834
 LL1281!UTM  13      -   0.99973228  x   0.99960106  =   0.99933345
 LL1281
 LL1281:                Primary Azimuth Mark                     Grid Az
 LL1281:SPC CO N     -  PIERCE WATER TANK SEC                    138 52 43.0
 LL1281:UTM  13      -  PIERCE WATER TANK SEC                    139 12 03.4
 LL1281
 LL1281|---------------------------------------------------------------------|
 LL1281| PID    Reference Object                     Distance      Geod. Az  |
 LL1281|                                                           dddmmss.s |
 LL1281| LL1265 PIERCE WATER TANK SEC               APPROX.18.1 KM 1391621.4 |
 LL1281| LL1271 WHEAT ET                            APPROX. 9.4 KM 2043145.5 |
 LL1281|---------------------------------------------------------------------|
 LL1281
 LL1281                          SUPERSEDED SURVEY CONTROL
 LL1281
 LL1281  NAD 83(1992)-  40 45 30.32211(N)    104 53 24.82176(W) AD(       ) 3
 LL1281  NAD 83(1986)-  40 45 30.31196(N)    104 53 24.81935(W) AD(       ) 3
 LL1281  NAD 27      -  40 45 30.38617(N)    104 53 22.93277(W) AD(       ) 3
 LL1281  NGVD 29 (07/19/86) 1722.7    (m)         5652.     (f) VERT ANG       
 LL1281
 LL1281.Superseded values are not recommended for survey control.
 LL1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1281.See file dsdata.txt to determine how the superseded data were derived.
 LL1281
 LL1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF0926611946(NAD 83)
 LL1281_MARKER: DD = SURVEY DISK
 LL1281_SETTING: 0 = UNSPECIFIED SETTING
 LL1281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1281
 LL1281  HISTORY     - Date     Condition        Report By
 LL1281  HISTORY     - 1959     MONUMENTED       USGS
 LL1281
 LL1281                          STATION DESCRIPTION
 LL1281
 LL1281'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LL1281'STATION IS LOCATED ABOUT 6.0 MI. E. AND 4.0 MI. N. OF WELLINGTON,
 LL1281'COLORADO, ON TOP OF GRASSY E-W. RIDGE, SEC. 9, T 9 N, R 67 W.
 LL1281'
 LL1281'TO REACH STATION FROM WELLINGTON POST OFFICE, PROCEED E. 0.3 MI. TO
 LL1281'RD. INTERSECTION, THENCE N. 0.5 MI. TO CROSSROAD, THENCE E. 0.3 MI.
 LL1281'TO U.S. HIGHWAY 87, PROCEED E. ON GRAVEL RD. FOR 4.7 MI. TO A
 LL1281'CROSSROAD, THENCE N. ALONG A DIRT RD. FOR 3.0 MI. TO A CROSSROAD,
 LL1281'THENCE E. ALONG A DIRT RD. FOR 0.8 MI., THENCE N. ACROSS A GRASSY
 LL1281'SLOPE FOR 0.3 MI. TO TOP OF E-W. RIDGE AND TO STATION.  STATION LIES
 LL1281'SLIGHTLY TO THE W. END OF RIDGE.
 LL1281'
 LL1281'STATION MARK--A STANDARD TABLET SET IN A CONCRETE POST PROJECTING 6
 LL1281'IN. ABOVE GROUND, STAMPED ---AGATE-ET 1959---.
 LL1281'
 LL1281'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0696 ***********************************************************************
 JL0696  DESIGNATION -  AGENCY
 JL0696  PID         -  JL0696
 JL0696  STATE/COUNTY-  CO/SAGUACHE
 JL0696  USGS QUAD   -  SAWTOOTH MOUNTAIN (1962)
 JL0696
 JL0696                         *CURRENT SURVEY CONTROL
 JL0696  ___________________________________________________________________
 JL0696* NAD 83(1992)-  38 16 26.22844(N)    106 52 00.92156(W)     ADJUSTED  
 JL0696* NAVD 88     -      3703.7    (meters)   12151.     (feet)  VERTCON   
 JL0696  ___________________________________________________________________
 JL0696  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 JL0696  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 JL0696
 JL0696  HORZ ORDER  -  THIRD
 JL0696
 JL0696.The horizontal coordinates were established by classical geodetic methods
 JL0696.and adjusted by the National Geodetic Survey in January 1993..
 JL0696
 JL0696.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0696
 JL0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0696
 JL0696.The geoid height was determined by GEOID03.
 JL0696
 JL0696;                    North         East     Units Scale Factor Converg.
 JL0696;SPC CO S     -   484,062.386   794,796.937   MT  0.99997479   -0 50 18.4
 JL0696;SPC CO S     - 1,588,128.01  2,607,596.28   sFT  0.99997479   -0 50 18.4
 JL0696;SPC CO C     -   354,613.191   794,789.470   MT  1.00003927   -0 51 43.6
 JL0696;SPC CO C     - 1,163,426.78  2,607,571.79   sFT  1.00003927   -0 51 43.6
 JL0696;UTM  13      - 4,237,859.661   336,694.020   MT  0.99992845   -1 09 24.0
 JL0696
 JL0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0696!SPC CO S     -   0.99942146  x   0.99997479  =   0.99939627
 JL0696!SPC CO C     -   0.99942146  x   1.00003927  =   0.99946071
 JL0696!UTM  13      -   0.99942146  x   0.99992845  =   0.99934996
 JL0696
 JL0696:                Primary Azimuth Mark                     Grid Az
 JL0696:SPC CO S     -  BEAVER                                   328 27 52.2
 JL0696:SPC CO C     -  BEAVER                                   328 29 17.4
 JL0696:UTM  13      -  BEAVER                                   328 46 57.8
 JL0696
 JL0696|---------------------------------------------------------------------|
 JL0696| PID    Reference Object                     Distance      Geod. Az  |
 JL0696|                                                           dddmmss.s |
 JL0696| JL0703 BEAVER                              APPROX.15.1 KM 3273733.8 |
 JL0696|---------------------------------------------------------------------|
 JL0696
 JL0696                          SUPERSEDED SURVEY CONTROL
 JL0696
 JL0696  NAD 83(1986)-  38 16 26.22699(N)    106 52 00.92909(W) AD(       ) 3
 JL0696  NAD 27      -  38 16 26.24870(N)    106 51 58.77810(W) AD(       ) 3
 JL0696  NGVD 29 (07/19/86) 3701.9    (m)        12145.     (f) VERT ANG       
 JL0696
 JL0696.Superseded values are not recommended for survey control.
 JL0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0696.See file dsdata.txt to determine how the superseded data were derived.
 JL0696
 JL0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC3669437860(NAD 83)
 JL0696_MARKER: DB = BENCH MARK DISK
 JL0696_SETTING: 66 = SET IN ROCK OUTCROP
 JL0696_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 JL0696_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0696+STABILITY: POSITION/ELEVATION WELL
 JL0696
 JL0696  HISTORY     - Date     Condition        Report By
 JL0696  HISTORY     - UNK      MONUMENTED       USGS
 JL0696  HISTORY     - 1958     GOOD             USGS
 JL0696  HISTORY     - 1959     GOOD             USGS
 JL0696
 JL0696                          STATION DESCRIPTION
 JL0696
 JL0696'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (OSR)
 JL0696'THE STATION IS ABOUT 19 MILES SOUTH AND 3 MILES EAST OF
 JL0696'GUNNISON, 13-3/4 7ILES EAST AND 1 MILE SOUTH OF POWDERHORN,
 JL0696'6-1/2 MILES WEST OF THE FLYING M RANCH ON STATE HIGHWAY 1149
 JL0696'IT IS ON THE SOUTH END AND HIGHEST POINT OF SAWTOOTH MOUNTAIN,
 JL0696'WHICH IS WELL KNOWN LOCALLY AND IS THE HIGHEST PEAK IN THE
 JL0696'VICINITY.
 JL0696'
 JL0696'MARK IS A STANDARD GEOLOGICAL SURVEY BENCH MARK DISK, NOT
 JL0696'STAMPED.  IT IS CEMENTED IN A DRILL HOLE IN FLUSH BEDROCK
 JL0696'AND IS 8 FEET NORTHEAST OF A 6 FOOT CAIRN.
 JL0696'
 JL0696'A TRAVERSE CONNECTION WAS MADE, USING A NON-STANDARDIZED STEEL
 JL0696'TAPE, TO TRIANGULATION STATION SAWTOOTH, THE DISTANCE BEING
 JL0696'8.273 METERS OR 27.15 FEET.
 JL0696
 JL0696                          STATION RECOVERY (1959)
 JL0696
 JL0696'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 JL0696'RECOVERED AND REPORTED TABLET HAS BEEN STAMPED
 JL0696'---AGENCY 1925---.
 JL0696'
 JL0696'STATION MARK - USGS BRONZE TABLET STAMPED --- AGENCY 1925---.
 JL0696'
 JL0696'REFERENCE MARK NO.1 - BRONZE TABLET CEMENTED IN ROCK,  50.2 FT. FROM
 JL0696'STATION MARK, N 82 DEG 36 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1324 ***********************************************************************
 JK1324  DESIGNATION -  AGONY
 JK1324  PID         -  JK1324
 JK1324  STATE/COUNTY-  CO/EL PASO
 JK1324  USGS QUAD   -  CHEYENNE MOUNTAIN (1994)
 JK1324
 JK1324                         *CURRENT SURVEY CONTROL
 JK1324  ___________________________________________________________________
 JK1324* NAD 83(1992)-  38 39 02.13116(N)    104 49 45.92275(W)     ADJUSTED  
 JK1324* NAVD 88     -      2011.9    (meters)    6601.     (feet)  VERTCON   
 JK1324  ___________________________________________________________________
 JK1324  X           -  -1,276,947.759 (meters)                     COMP
 JK1324  Y           -  -4,823,023.383 (meters)                     COMP
 JK1324  Z           -   3,963,344.149 (meters)                     COMP
 JK1324  LAPLACE CORR-         -16.70  (seconds)                    DEFLEC99
 JK1324  ELLIP HEIGHT-        1994.53  (meters)          (12/03/02) GPS OBS
 JK1324  GEOID HEIGHT-         -17.29  (meters)                     GEOID03
 JK1324
 JK1324  HORZ ORDER  -  FIRST
 JK1324  ELLP ORDER  -  FOURTH    CLASS II
 JK1324
 JK1324.The horizontal coordinates were established by GPS observations
 JK1324.and adjusted by the National Geodetic Survey in December 2002..
 JK1324
 JK1324.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1324
 JK1324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1324
 JK1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1324
 JK1324.The ellipsoidal height was determined by GPS observations
 JK1324.and is referenced to NAD 83.
 JK1324
 JK1324.The geoid height was determined by GEOID03.
 JK1324
 JK1324;                    North         East     Units Scale Factor Converg.
 JK1324;SPC CO C     -   395,737.683   972,773.642   MT  0.99996662   +0 25 22.5
 JK1324;SPC CO C     - 1,298,349.38  3,191,508.19   sFT  0.99996662   +0 25 22.5
 JK1324;UTM  13      - 4,278,017.364   514,842.938   MT  0.99960271   +0 06 23.5
 JK1324
 JK1324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1324!SPC CO C     -   0.99968715  x   0.99996662  =   0.99965378
 JK1324!UTM  13      -   0.99968715  x   0.99960271  =   0.99928999
 JK1324
 JK1324|---------------------------------------------------------------------|
 JK1324| PID    Reference Object                     Distance      Geod. Az  |
 JK1324|                                                           dddmmss.s |
 JK1324| CR8273 AGONY RM 1                           27.924 METERS 12336     |
 JK1324| CR8274 AGONY RM 2                           27.742 METERS 21544     |
 JK1324| JK1325 AGONY AZ MK                         APPROX. 0.7 KM 2822612.3 |
 JK1324| JK1330 COLORADO SPRINGS KKTV MAST          APPROX.10.9 KM 3443608.9 |
 JK1324|---------------------------------------------------------------------|
 JK1324
 JK1324                          SUPERSEDED SURVEY CONTROL
 JK1324
 JK1324  NAD 83(1992)-  38 39 02.13171(N)    104 49 45.91564(W) AD(       ) 1
 JK1324  ELLIP H (01/07/93) 1994.51   (m)                       GP(       ) 4 2
 JK1324  NAD 83(1986)-  38 39 02.11632(N)    104 49 45.90399(W) AD(       ) 1
 JK1324  NGVD 29 (07/20/87) 2010.9    (m)         6597.     (f) GPS OBS        
 JK1324
 JK1324.Superseded values are not recommended for survey control.
 JK1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1324.See file dsdata.txt to determine how the superseded data were derived.
 JK1324
 JK1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC1484378017(NAD 83)
 JK1324_MARKER: DH = HORIZONTAL CONTROL DISK
 JK1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK1324_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK1324+STABILITY: SURFACE MOTION
 JK1324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1324+SATELLITE: SATELLITE OBSERVATIONS - June 19, 1986
 JK1324
 JK1324  HISTORY     - Date     Condition        Report By
 JK1324  HISTORY     - 1985     MONUMENTED       USA
 JK1324  HISTORY     - 19860619 GOOD
 JK1324
 JK1324                          STATION DESCRIPTION
 JK1324
 JK1324'DESCRIBED BY US ARMY 1985 (LWD)
 JK1324'THE STATION IS LOCATED ABOUT 12.4 KM (7.7 MI)
 JK1324'SOUTHWEST OF FOUNTAIN,
 JK1324'24.1 KM (15.0 MI) SOUTH OF COLORADO SPRINGS,
 JK1324'30.1 KM (18.7 MI) NORTHEAST OF PENROSE, AND
 JK1324'55.5 KM (34.5 MI) NORTH-NORTHWEST OF PUEBLO ON THE EAST END OF A
 JK1324'MEAS AT THE HEAD OF SAND CANYON ON FORT CARSON MILITARY RESERVATION.
 JK1324'OWNERSHIP--U.S.ARMY.  CONTACT DIVISION ARTILLERY SURVEY INFORMATION
 JK1324'CENTER,  HHB 4TH INFANTRY DIVISION ARTILLERY, FORT CARSON, COLORADO
 JK1324'80913-5428.   TELEPHONE   303-579-2131..
 JK1324'
 JK1324'TO REACH THE STATION FROM THE INTERSECTION OF ROUTES 6 AND 11 ON
 JK1324'THE MILITARY RESERVATION PROCEED EAST ON ROUTE 6 FOR 2.4 KM (1.50
 JK1324'MI) TO THE INTERSECTION OF ROUTE 7A ON RIGHT AND THE END OF DIRT
 JK1324'ROAD TRAVEL.  CONTINUE AHEAD ON ASPHALT ROAD FOR 0.6 KM (0.35 MI
 JK1324'AND A TRACK ROAD LEFT, AND TWO STOP SIGNS AHEAD.  TURN LEFT,
 JK1324'NORTHEAST, FOR 0.08 KM (0.05 MI) TO A FORK IN ROAD.  TAKE LEFT FORK
 JK1324'FOR 0.08 KM (0.05 MI) AND THE STATION ON LEFT..
 JK1324'
 JK1324'THE STATION IS A STANDARD NGS DISK
 JK1324'STAMPED---AGONY GPS 1985---,
 JK1324'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JK1324'36 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 JK1324'1.4 METERS (4.5 FT) SOUTH-SOUTHWEST FROM AN ORANGE WITNESS POST
 JK1324'8.6 METERS (28.4 FT) NORTH-NORTHWEST FROM THE CENTERLINE OF A TRACK
 JK1324'ROAD
 JK1324'22.1 METERS (72.4 FT) SOUTH-SOUTHEAST FROM THE NORTH EDGE OF THE
 JK1324'BLUFF
 JK1324'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 JK1324'STAMPED---AGONY GPS 1985---,
 JK1324'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 JK1324'
 JK1324'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 JK1324'STAMPED---AGONY GPS NO 1 1985---,
 JK1324'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JK1324'32 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 JK1324'1.0 METERS (3.4 FT) NORTHWEST FROM A SYEEL WITNESS POST
 JK1324'MARK IS 0.9 METERS BELOW THE STATION.
 JK1324'
 JK1324'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 JK1324'STAMPED---AGONY GPS NO 2 1985---,
 JK1324'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JK1324'30 CM IN DIAMETER RECESSED 6.2 CM BELOW GROUND.  LOCATED
 JK1324'1.0 METERS (3.2 FT) NORTHEAST FROM A STEEL WITNESS POST
 JK1324'4.5 METERS (14.7 FT) SOUTHWEST FROM THE CENTERLINE OF A TRACK ROAD
 JK1324'MARK IS LEVEL WITH THE STATION.
 JK1324'
 JK1324'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 JK1324'STAMPED---AGONY GPS 1985---,
 JK1324'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JK1324'31 CM IN DIAMETER RECESSED 6.2 CM BELOW GROUND.  LOCATED
 JK1324'0.7 METERS (2.2 FT) WEST FROM AN ORANGE WITNESS POST
 JK1324'15.0 METERS (49.3 FT) SOUTH FROM THE CENTERLINE OF A TRACK ROAD
 JK1324'TO REACH THE AZIMUTH FROM THE STATION,
 JK1324'GO SOUTHWEST FOR 0.08 KM (0.05 MI) ON TRACK ROAD TO A FORK IN ROAD,
 JK1324'TAKE RIGHT FORK WESTERLY FOR 0.7 KM (0.45 MI) ON TRACK ROAD AND THE
 JK1324'AZIMUTH MARK ON LEFT..
 JK1324'
 JK1324'DESCRIBED BY LWD.
 JK1324
 JK1324                          STATION RECOVERY (1986)
 JK1324
 JK1324'RECOVERED 1986
 JK1324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0458 ***********************************************************************
 HK0458  DESIGNATION -  AGUILAR
 HK0458  PID         -  HK0458
 HK0458  STATE/COUNTY-  CO/LAS ANIMAS
 HK0458  USGS QUAD   -  AGUILAR (1971)
 HK0458
 HK0458                         *CURRENT SURVEY CONTROL
 HK0458  ___________________________________________________________________
 HK0458* NAD 83(1992)-  37 23 59.76363(N)    104 37 52.32652(W)     ADJUSTED  
 HK0458* NAVD 88     -      1947.4    (meters)    6389.     (feet)  GPS OBS   
 HK0458  ___________________________________________________________________
 HK0458  X           -  -1,281,848.000 (meters)                     COMP
 HK0458  Y           -  -4,910,126.829 (meters)                     COMP
 HK0458  Z           -   3,853,918.768 (meters)                     COMP
 HK0458  LAPLACE CORR-          -8.43  (seconds)                    DEFLEC99
 HK0458  ELLIP HEIGHT-        1928.74  (meters)          (12/03/02) GPS OBS
 HK0458  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 HK0458
 HK0458  HORZ ORDER  -  FIRST
 HK0458  ELLP ORDER  -  FOURTH    CLASS II
 HK0458
 HK0458.The horizontal coordinates were established by GPS observations
 HK0458.and adjusted by the National Geodetic Survey in December 1994..
 HK0458
 HK0458.The orthometric height was determined by GPS observations and a
 HK0458.high-resolution geoid model.
 HK0458
 HK0458.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HK0458
 HK0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0458
 HK0458.The ellipsoidal height was determined by GPS observations
 HK0458.and is referenced to NAD 83.
 HK0458
 HK0458.The geoid height was determined by GEOID03.
 HK0458
 HK0458;                    North         East     Units Scale Factor Converg.
 HK0458;SPC CO S     -   386,539.109   991,324.981   MT  0.99997394   +0 31 58.4
 HK0458;SPC CO S     - 1,268,170.39  3,252,372.04   sFT  0.99997394   +0 31 58.4
 HK0458;UTM  13      - 4,139,303.694   532,641.610   MT  0.99961312   +0 13 26.4
 HK0458
 HK0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0458!SPC CO S     -   0.99969742  x   0.99997394  =   0.99967137
 HK0458!UTM  13      -   0.99969742  x   0.99961312  =   0.99931066
 HK0458
 HK0458|---------------------------------------------------------------------|
 HK0458| PID    Reference Object                     Distance      Geod. Az  |
 HK0458|                                                           dddmmss.s |
 HK0458| CM7347 AGUILAR RM 1                         15.820 METERS 07011     |
 HK0458| CM7348 AGUILAR RM 2                         11.537 METERS 17901     |
 HK0458| CM7346 AGUILAR AZ MK                                      2702111.2 |
 HK0458|---------------------------------------------------------------------|
 HK0458
 HK0458                          SUPERSEDED SURVEY CONTROL
 HK0458
 HK0458  ELLIP H (12/30/94) 1928.72   (m)                       GP(       ) 3 1
 HK0458  NAD 83(1992)-  37 23 59.76456(N)    104 37 52.32772(W) AD(       ) 2
 HK0458  NAD 83(1986)-  37 23 59.76464(N)    104 37 52.31972(W) AD(       ) 2
 HK0458  NAD 27      -  37 23 59.71200(N)    104 37 50.37800(W) AD(       ) 2
 HK0458  NGVD 29 (07/19/86) 1946.4    (m)         6386.     (f) VERT ANG       
 HK0458
 HK0458.Superseded values are not recommended for survey control.
 HK0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0458.See file dsdata.txt to determine how the superseded data were derived.
 HK0458
 HK0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB3264239304(NAD 83)
 HK0458_MARKER: DS = TRIANGULATION STATION DISK
 HK0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0458_STAMPING: AGUILAR 1949
 HK0458_MARK LOGO: CGS   
 HK0458_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HK0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0458+STABILITY: SURFACE MOTION
 HK0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HK0458+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005
 HK0458
 HK0458  HISTORY     - Date     Condition        Report By
 HK0458  HISTORY     - 1949     MONUMENTED       CGS
 HK0458  HISTORY     - 1968     GOOD             USAF
 HK0458  HISTORY     - 1984     GOOD             LOCENG
 HK0458  HISTORY     - 19940606 GOOD             CODOT
 HK0458  HISTORY     - 19980805 GOOD             NGS
 HK0458  HISTORY     - 20050407 GOOD             NGS
 HK0458
 HK0458                          STATION DESCRIPTION
 HK0458
 HK0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 HK0458'THE STATION IS LOCATED ABOUT 1.0 MILE AIR LINE SOUTHEAST OF
 HK0458'AGUILAR ON THE GROUNDS OF THE ST. ANTHONYS CEMETERY.  THE
 HK0458'STATION MARK IS SET 30 PACES NORTH-NORTHWEST OF THE GATES
 HK0458'LEADING TO THE CEMETERY, 5 PACES WEST OF THE CEMETERY ROAD,
 HK0458'7 FEET NORTH OF A WHITE WITNESS POST, PROJECTS 4 INCHES AND IS
 HK0458'STAMPED, AGUILAR 1949.
 HK0458'
 HK0458'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 INCHES LOWER THAN
 HK0458'THE STATION, PROJECTS 4 INCHES AND IS STAMPED, AGUILAR NO
 HK0458'1 1949.
 HK0458'
 HK0458'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 HK0458'STATION, PROJECTS 2 INCHES AND IS STAMPED, AGUILAR NO 2 1949.
 HK0458'
 HK0458'THE AZIMUTH MARK IS SET FLUSH IN THE NORTHEAST ABUTMENT OF
 HK0458'THE BRIDGE OVER THE APISHAPA RIVER.  THE MARK IS A BRONZE
 HK0458'DISK SET 4 PACES NORTHWEST OF A WHITE WITNESS AND IS STAMPED,
 HK0458'AGUILAR 1949.
 HK0458'
 HK0458'TO REACH THE STATION FROM THE CATHOLIC CHURCH IN AGUILAR ON
 HK0458'U.S. HIGHWAY 85 AND 87, DRIVE SOUTH ON U.S. HIGHWAY 85 AND 87
 HK0458'FOR 0.55 MILE TO THE BRIDGE OVER THE APISHAPA RIVER AND THE
 HK0458'AZIMUTH MARK AS DESCRIBED ABOVE.  CONTINUE ON THE HIGHWAY FOR
 HK0458'0.55 MILE TO A SIDE ROAD LEFT.  TURN LEFT OFF THE HIGHWAY
 HK0458'AND PASS THROUGH THE CEMETERY GATES AND GO 0.05 MILE TO THE
 HK0458'STATION ON THE LEFT AS DESCRIBED ABOVE.  A DRIVE STATION.
 HK0458
 HK0458                          STATION RECOVERY (1968)
 HK0458
 HK0458'RECOVERY NOTE BY US AIR FORCE 1968 (PED)
 HK0458'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 HK0458'NO. 2 WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 HK0458'
 HK0458'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 HK0458'EXCEPT THAT IT IS LOCATED ON THE SOUTHEAST BRIDGE ABUTMENT
 HK0458'AND NOT THE NORTHEAST AS DESCRIBED IN THE PUBLISHED DATA.
 HK0458
 HK0458                          STATION RECOVERY (1984)
 HK0458
 HK0458'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (WHB)
 HK0458'AGUILAR 1949 RECOVERED GOOD.
 HK0458'
 HK0458'AGUILAR NO. 1 1949 RECOVERED GOOD.
 HK0458'
 HK0458'AGUILAR NO. 2 1949 RECOVERED GOOD.
 HK0458'
 HK0458'AZ. MK. NOT SEARCHED FOR.  DELETE DESCRIPTION REFERENCE TO
 HK0458'U.S. HWY. 85 AND 87.  TO REACH FROM EXIT 30 ON INTERSTATE
 HK0458'ROUTE 25, DRIVE NORTHWEST 2 (TWO) MILES TO CEMETERY ON RIGHT
 HK0458'(NORTH).  DELETE REFERENCES TO WHITE WITNESS POST.
 HK0458
 HK0458                          STATION RECOVERY (1994)
 HK0458
 HK0458'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1994 (PG)
 HK0458'THIS STATION WAS USED IN A GPS PROJECT AND NO DESCRIPTION WAS MADE FOR
 HK0458'THE REFERENCE OR AZIMUTH MARK. THE STATION IS LOCATED ABOUT 5 MI (8.0
 HK0458'KM) SOUTH-SOUTHEAST OF RUGBY, 1.3 MI (2.1 KM) EAST-SOUTHEAST OF
 HK0458'AGUILAR AND 0.6 MI (1.0 KM) WEST-SOUTHWEST OF INTERSTATE 25, IN THE
 HK0458'SOUTHEAST 1/4 OF SECTION 26, T 30 S, R 65 W, IN THE SAINT ANTHONY
 HK0458'CEMETERY.  OWNERSHIP--SAINT ANTHONY CEMETERY. TO REACH THE STATION
 HK0458'FROM THE INTERSECTION OF INTERSTATE 25 AND EXIT 30, ROAD TO AGUILAR,
 HK0458'GO WEST ON THE ROAD TO AGUILAR FOR 2.0 MI (3.2 KM) TO THE ENTRANCE OF
 HK0458'THE CEMETERY.  TURN RIGHT, NORTH, INTO THE CEMETERY FOR 0.1 MI (0.2
 HK0458'KM) TO THE MARK ON THE LEFT.
 HK0458
 HK0458                          STATION RECOVERY (1998)
 HK0458
 HK0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (DW)
 HK0458'FORMER ROUTES 85 AND 87 IS NOW COUNTY 631.
 HK0458
 HK0458                          STATION RECOVERY (2005)
 HK0458
 HK0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 HK0458'MARK HAS A LARGE AND DEEP DIMPLE (OR AIR HOLE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3114 ***********************************************************************
 AA3114  DESIGNATION -  AHLBRECHT
 AA3114  PID         -  AA3114
 AA3114  STATE/COUNTY-  CO/EL PASO
 AA3114  USGS QUAD   -  PALMER LAKE (1994)
 AA3114
 AA3114                         *CURRENT SURVEY CONTROL
 AA3114  ___________________________________________________________________
 AA3114* NAD 83(1992)-  39 07 24.18757(N)    104 54 49.74547(W)     ADJUSTED  
 AA3114* NAVD 88     -      2209.5    (meters)    7249.     (feet)  GPS OBS   
 AA3114  ___________________________________________________________________
 AA3114  X           -  -1,275,607.389 (meters)                     COMP
 AA3114  Y           -  -4,789,436.244 (meters)                     COMP
 AA3114  Z           -   4,004,337.041 (meters)                     COMP
 AA3114  LAPLACE CORR-         -15.95  (seconds)                    DEFLEC99
 AA3114  ELLIP HEIGHT-        2193.51  (meters)          (12/03/02) GPS OBS
 AA3114  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 AA3114
 AA3114  HORZ ORDER  -  FIRST
 AA3114  ELLP ORDER  -  FOURTH    CLASS II
 AA3114
 AA3114.The horizontal coordinates were established by GPS observations
 AA3114.and adjusted by the National Geodetic Survey in October 1994..
 AA3114
 AA3114.The orthometric height was determined by GPS observations and a
 AA3114.high-resolution geoid model.
 AA3114
 AA3114.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3114
 AA3114.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3114
 AA3114.The ellipsoidal height was determined by GPS observations
 AA3114.and is referenced to NAD 83.
 AA3114
 AA3114.The geoid height was determined by GEOID03.
 AA3114
 AA3114;                    North         East     Units Scale Factor Converg.
 AA3114;SPC CO C     -   448,169.297   965,088.745   MT  0.99993599   +0 22 10.9
 AA3114;SPC CO C     - 1,470,368.77  3,166,295.32   sFT  0.99993599   +0 22 10.9
 AA3114;UTM  13      - 4,330,472.478   507,449.657   MT  0.99960068   +0 03 15.8
 AA3114
 AA3114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3114!SPC CO C     -   0.99965597  x   0.99993599  =   0.99959198
 AA3114!UTM  13      -   0.99965597  x   0.99960068  =   0.99925679
 AA3114
 AA3114                          SUPERSEDED SURVEY CONTROL
 AA3114
 AA3114  ELLIP H (10/14/94) 2193.52   (m)                       GP(       ) 3 1
 AA3114
 AA3114.Superseded values are not recommended for survey control.
 AA3114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3114.See file dsdata.txt to determine how the superseded data were derived.
 AA3114
 AA3114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED0745030472(NAD 83)
 AA3114_MARKER: I = METAL ROD
 AA3114_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA3114_STAMPING: AHLBRECHT 1992
 AA3114_MARK LOGO: NGS   
 AA3114_MAGNETIC: I = MARKER IS A STEEL ROD
 AA3114_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA3114+STABILITY: POSITION/ELEVATION WELL
 AA3114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3114+SATELLITE: SATELLITE OBSERVATIONS - October 18, 1993
 AA3114
 AA3114  HISTORY     - Date     Condition        Report By
 AA3114  HISTORY     - 1992     MONUMENTED       NGS
 AA3114  HISTORY     - 19931018 GOOD             MSAM
 AA3114
 AA3114                          STATION DESCRIPTION
 AA3114
 AA3114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RHK)
 AA3114'THE STATION IS LOCATED ABOUT 3.5 MILESNORTHWEST OF THE TOWN OF
 AA3114'MONUMENT COLORADO, ON THE EAST SIDE OF SH 105, IN THE TOWN OF PALMER
 AA3114'LAKE, IN SECTION 5, TOWNSHIP 11 SOUTH, RANGE 67 WEST OF THE 6TH P.M.,
 AA3114'OWNERSHIP-COLORADO DEPARTMENT OF TRANSPORTATION.
 AA3114' 
 AA3114'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE 25 AND COUNTY
 AA3114'LINE ROAD (PALMER DIVIDE ROAD), EXIT 163, GO WEST ON COUNTY LINE ROAD
 AA3114'FOR 2.65 MILESTO SH 105, GO SOUTHON SH 105 FOR 0.3 MILESTO THE STATION
 AA3114'ON THE EAST.
 AA3114' 
 AA3114'THE STATION IS A DEEP ROD MONUMENT ACCESSED THRU AN ACCESS LID, IT IS
 AA3114'AT MILEPOST 8.9 AND 55 FEETEAST OF CENTERLINE OF SH 105, 50 NORTH OF
 AA3114'THE CENTERLINE OF PRIMROSE ST, AND IS MARKED WITH TWO ORANGE
 AA3114'FIBERGLASS NOAA WITNESS POST, ONE IS 2 FOOTNORTH THE OTHER IS 2 FOOT
 AA3114'SOUTH OF THE STATION.
 AA3114
 AA3114                          STATION RECOVERY (1993)
 AA3114
 AA3114'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1993 (KCH)
 AA3114'THE STATION IS LOCATED ABOUT 18 MILES (29.0 KM) SOUTHWEST OF CASTLE
 AA3114'ROCK, COLORADO, ON THE EAST SIDE OF STATE HIGHWAY 105 IN THE TOWN OF
 AA3114'PALMER LAKE, IN SECTION 5, TOWNSHIP 11 SOUTH, RANGE 67 WEST OF THE 6TH
 AA3114'P.M., OWNERSHIP-- COLORADO DEPARTMENT OF TRANSPORTATION. TO REACH THE
 AA3114'STATION FROM THE INTERCHANGE OF INTERSTATE 25 AND COUNTY LINE ROAD
 AA3114'(PALMER DIVIDE ROAD) EXIT 163, GO WEST ON COUNTY LINE ROAD FOR 2.65
 AA3114'MILES (4.26 KM) TO STATE HIGHWAY 105, GO SOUTHON STATE HIGHWAY 105 FOR
 AA3114'0.3 MILES (0.5 KM) TO THE STATION ON THE EAST. THE STATION IS A DEEP
 AA3114'ROD MONUMENT ACCESSED THRU AN ACCESS LID, IT IS AT MILEPOST MARKER
 AA3114'8.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0662 ***********************************************************************
 JJ0662  DESIGNATION -  AIRLINE
 JJ0662  PID         -  JJ0662
 JJ0662  STATE/COUNTY-  CO/PROWERS
 JJ0662  USGS QUAD   -  LAMAR WEST (1979)
 JJ0662
 JJ0662                         *CURRENT SURVEY CONTROL
 JJ0662  ___________________________________________________________________
 JJ0662* NAD 83(1992)-  38 04 36.74737(N)    102 41 44.27297(W)     ADJUSTED  
 JJ0662* NAVD 88     -      1120.246  (meters)    3675.34   (feet)  ADJUSTED  
 JJ0662  ___________________________________________________________________
 JJ0662  X           -  -1,105,020.438 (meters)                     COMP
 JJ0662  Y           -  -4,905,106.202 (meters)                     COMP
 JJ0662  Z           -   3,912,841.011 (meters)                     COMP
 JJ0662  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 JJ0662  ELLIP HEIGHT-        1097.11  (meters)          (10/21/02) GPS OBS
 JJ0662  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 JJ0662  DYNAMIC HT  -        1119.175 (meters)    3671.83  (feet)  COMP
 JJ0662  MODELED GRAV-     979,635.4   (mgal)                       NAVD 88
 JJ0662
 JJ0662  HORZ ORDER  -  FIRST
 JJ0662  VERT ORDER  -  FIRST     CLASS II
 JJ0662  ELLP ORDER  -  FIFTH     CLASS I
 JJ0662
 JJ0662.The horizontal coordinates were established by GPS observations
 JJ0662.and adjusted by the National Geodetic Survey in June 2000..
 JJ0662
 JJ0662.The orthometric height was determined by differential leveling
 JJ0662.and adjusted by the National Geodetic Survey in June 1991..
 JJ0662
 JJ0662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JJ0662
 JJ0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0662
 JJ0662.The ellipsoidal height was determined by GPS observations
 JJ0662.and is referenced to NAD 83.
 JJ0662
 JJ0662.The geoid height was determined by GEOID03.
 JJ0662
 JJ0662.The dynamic height is computed by dividing the NAVD 88
 JJ0662.geopotential number by the normal gravity value computed on the
 JJ0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0662.degrees latitude (g = 980.6199 gals.).
 JJ0662
 JJ0662.The modeled gravity was interpolated from observed gravity values.
 JJ0662
 JJ0662;                    North         East     Units Scale Factor Converg.
 JJ0662;SPC CO S     -   465,005.547 1,160,410.885   MT  0.99995434   +1 43 12.5
 JJ0662;SPC CO S     - 1,525,605.70  3,807,114.71   sFT  0.99995434   +1 43 12.5
 JJ0662;UTM  13      - 4,216,851.849   702,119.199   MT  1.00010316   +1 25 17.9
 JJ0662
 JJ0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0662!SPC CO S     -   0.99982788  x   0.99995434  =   0.99978223
 JJ0662!UTM  13      -   0.99982788  x   1.00010316  =   0.99993102
 JJ0662
 JJ0662|---------------------------------------------------------------------|
 JJ0662| PID    Reference Object                     Distance      Geod. Az  |
 JJ0662|                                                           dddmmss.s |
 JJ0662| JJ0830 AIRPORT BEACON LAMAR AIRPORT         14.350 METERS 05241     |
 JJ0662| CM7351 AIRLINE RM 2                         14.140 METERS 05241     |
 JJ0662| JJ0827 LAMAR DES MARTEAU COMM ELEV         APPROX. 6.0 KM 0763116.0 |
 JJ0662| JJ0981 LAMAR CBL 0                         APPROX. 0.5 KM 1774029.0 |
 JJ0662| CM7349 AIRLINE AZ MK                                      1805030.4 |
 JJ0662| CM7350 AIRLINE RM 1                          9.905 METERS 35345     |
 JJ0662|---------------------------------------------------------------------|
 JJ0662
 JJ0662                          SUPERSEDED SURVEY CONTROL
 JJ0662
 JJ0662  ELLIP H (06/30/00) 1097.07   (m)                       GP(       ) 1 1
 JJ0662  NAD 83(1992)-  38 04 36.74686(N)    102 41 44.27417(W) AD(       ) 3
 JJ0662  NAD 83(1986)-  38 04 36.74219(N)    102 41 44.26729(W) AD(       ) 3
 JJ0662  NAD 27      -  38 04 36.70809(N)    102 41 42.56637(W) AD(       ) 3
 JJ0662  NAVD 88 (06/30/00) 1120.25   (m)         3675.4    (f) LEVELING    3  
 JJ0662
 JJ0662.Superseded values are not recommended for survey control.
 JJ0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0662.See file dsdata.txt to determine how the superseded data were derived.
 JJ0662
 JJ0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC0211916852(NAD 83)
 JJ0662_MARKER: DS = TRIANGULATION STATION DISK
 JJ0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0662_SP_SET: CONCRETE POST
 JJ0662_STAMPING: AIRLINE 1954
 JJ0662_MARK LOGO: CGS   
 JJ0662_PROJECTION: FLUSH
 JJ0662_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JJ0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0662+STABILITY: SURFACE MOTION
 JJ0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0662+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2000
 JJ0662
 JJ0662  HISTORY     - Date     Condition        Report By
 JJ0662  HISTORY     - 1954     MONUMENTED       CGS
 JJ0662  HISTORY     - 1974     GOOD             NGS
 JJ0662  HISTORY     - 1980     GOOD             NGS
 JJ0662  HISTORY     - 1981     GOOD             NGS
 JJ0662  HISTORY     - 1985     GOOD             NGS
 JJ0662  HISTORY     - 19990419 GOOD             NGS
 JJ0662  HISTORY     - 20000726 GOOD             NGS
 JJ0662
 JJ0662                          STATION DESCRIPTION
 JJ0662
 JJ0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0662'THE STATION IS LOCATED NEAR THE AIRPORT BEACON AT THE NORTHWEST
 JJ0662'CORNER OF THE LAMAR AIRPORT, ABOUT 4 MILES AIRLINE WEST-SOUTHWEST
 JJ0662'OF LAMAR, ABOUT 14 MILES AIRLINE EAST-SOUTHEAST OF HASTY, AND
 JJ0662'ABOUT 32 MILES AIRLINE EAST OF LAS ANIMAS.
 JJ0662'
 JJ0662'TO REACH THE STATION FROM THE PROWERS COUNTY COURTHOUSE IN LAMAR,
 JJ0662'GO WEST FROM THE STOP LIGHT ON OAK AVENUE 4.0 MILES TO A SIDE
 JJ0662'ROAD ON THE LEFT.  TURN LEFT AS PER SIGN AIRPORT AND GO SOUTH
 JJ0662'0.6 MILE TO A BEACON AND THE STATION ON THE LEFT.
 JJ0662'
 JJ0662'THE STATION MARK IS A STANDARD DISK STAMPED AIRLINE 1954 SET
 JJ0662'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 2
 JJ0662'INCHES ABOVE THE GROUND.  IT IS 4 FEET EAST OF A WITNESS POST
 JJ0662'SET IN A NORTH-SOUTH FENCE LINE AND 23 FEET SOUTH-SOUTHWEST
 JJ0662'OF THE SOUTHWEST CORNER OF A SMALL BUILDING PAINTED ORANGE AND
 JJ0662'WHITE.
 JJ0662'
 JJ0662'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED AIRLINE NO
 JJ0662'1 1954 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 JJ0662'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 1 FOOT EAST OF A FENCE
 JJ0662'LINE AND ABOUT THE SAME ELEVATION AS THE STATION.
 JJ0662'
 JJ0662'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED AIRLINE
 JJ0662'NO 2 1954 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 JJ0662'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS UNDERNEATH AND
 JJ0662'NEAR THE CENTER OF THE BEACON TOWER AND IS THE SAME ELEVATION
 JJ0662'AS THE STATION.
 JJ0662'
 JJ0662'THE AZIMUTH MARK IS LOCATED ON THE EAST SIDE OF THE ROAD
 JJ0662'LEADING SOUTH PAST THE STATION AND IS A STANDARD DISK STAMPED
 JJ0662'AIRLINE 1954 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 JJ0662'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 2 FEET EAST OF
 JJ0662'A FENCE CORNER POST AND 26 FEET WEST OF THE CENTERLINE OF THE
 JJ0662'ROAD.  TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON
 JJ0662'THE ROAD 0.5 MILE TO A FENCE CORNER AND THE AZIMUTH MARK ON THE
 JJ0662'RIGHT.
 JJ0662'
 JJ0662'THE AIRPORT BEACON IS A 75-FOOT STEEL TOWER LOCATED AT THE
 JJ0662'NORTHWEST CORNER OF THE LAMAR AIRPORT AND IS PAINTED ORANGE
 JJ0662'AND WHITE.  A REVOLVING WHITE LIGHT IS MOUNTED ON THE TOP OF
 JJ0662'THE TOWER ABOVE TWO FLASHING GREEN LIGHTS THAT FACE EAST AND
 JJ0662'WEST.
 JJ0662
 JJ0662                          STATION RECOVERY (1974)
 JJ0662
 JJ0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JN)
 JJ0662'RECOVERED IN GOOD CONDITION.
 JJ0662
 JJ0662                          STATION RECOVERY (1980)
 JJ0662
 JJ0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 JJ0662'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  STATION MARK IS AT THE
 JJ0662'APPROXIMATE CENTER OF A GRAVELED ROAD AND GATE, WEST ENTRANCE TO THE
 JJ0662'AIRPORT.  DISTANCE TO REFERENCE MARKS COMPARED FAVORABLY WITH PREVIOUS
 JJ0662'DATA BUT DIRECTION TO MARKS DID NOT COMPARE VERY WELL.
 JJ0662'
 JJ0662'STATION IS REACHED FROM MAIN AND OAK STREETS INTERSECTION IN LAMAR,
 JJ0662'GO WEST ON OAK STREET AND COUNTY ROAD HH FOR 4.25 MILES TO COUNTY
 JJ0662'ROAD 3.  TURN LEFT AND GO SOUTH ON COUNTY ROAD 3 FOR 0.55 MILE TO
 JJ0662'COUNTY ROAD GG AND NORTHWEST CORNER OF THE LAMAR AIRPORT, CONTINUE
 JJ0662'SOUTH ON ROAD 3 FOR 0.1 MILE TO A GATE, AIRPORT BEACON AND STATION ON
 JJ0662'LEFT.  CONTINUE SOUTH ON ROAD 3 FOR 0.5 MILE TO A LARGE WOOD T FENCE
 JJ0662'CORNER AND AZIMUTH MARK ON RIGHT.
 JJ0662'
 JJ0662'STATION IS A STANDARD DISK, STAMPED---AIRLINE 1954---SET IN THE TOP
 JJ0662'OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND, 37.5 FEET
 JJ0662'SOUTHWEST OF THE SOUTHWEST LEG OF THE AIRPORT BEACON TOWER, 33 FEET
 JJ0662'EAST OF THE APPROXIMATE CENTER OF COUNTY ROAD 3, 17.2 FEET
 JJ0662'SOUTH-SOUTHEAST OF THE NORTH GATE POST OF GATE, 8.6 FEET
 JJ0662'NORTH-NORTHEAST OF THE SOUTH GATE POST OF THE GATE, 8.4 FEET NORTH OF
 JJ0662'A METAL WITNESS POST, 4.4 FEET EAST OF GATE WHEN CLOSED.
 JJ0662'
 JJ0662'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---AIRLINE NO 1 1954---
 JJ0662'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT ABOUT 4 INCHES BELOW THE
 JJ0662'GROUND, 30 FEET EAST OF APPROXIMATE CENTER OF COUNTY ROAD 3, 1 FOOT
 JJ0662'EAST OF FENCE.
 JJ0662'
 JJ0662'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---AIRLINE NO 2 1954---
 JJ0662'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH GROUND, 72
 JJ0662'FEET EAST OF COUNTY ROAD 3 AND NEAR THE CENTER OF THE AIRPORT BEACON
 JJ0662'TOWER LEGS.
 JJ0662'
 JJ0662'AZIMUTH MARK IS A STANDARD DISK, STAMPED---AIRLINE 1954---SET IN
 JJ0662'TOP OF A SQUARE CONCRETE MONUMENT ABOUT 4 INCHES BELOW GROUND, 26 FEET
 JJ0662'WEST OF CENTER ROAD 3, 2.1 FEET NORTH OF A METAL WITNESS POST, 1.9
 JJ0662'FEET EAST OF A LARGE T FENCE CORNER POST.
 JJ0662
 JJ0662                          STATION RECOVERY (1981)
 JJ0662
 JJ0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RMM)
 JJ0662'THE STATION MARK AND RM 2 WERE RECOVERED AS DESCRIBED IN GOOD
 JJ0662'CONDITION.  RM 1 WAS SEARCHED FOR BUT NOT FOUND.  THE AZIMUTH MARK
 JJ0662'WAS NOT SEARCHED FOR.
 JJ0662'
 JJ0662'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 JJ0662'WEST-SOUTHWEST OF LAMAR.
 JJ0662
 JJ0662                          STATION RECOVERY (1985)
 JJ0662
 JJ0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0662'8.5 KM (5.3 MI) WEST FROM LAMAR.
 JJ0662'7.0 KM (4.35 MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE STATION
 JJ0662'IN LAMAR, THENCE 1.5 KM (0.95 MI) SOUTH ALONG A PAVED ROAD, 14.0 M
 JJ0662'(45.9 FT) SOUTHWEST OF THE CENTER OF AN AIRPORT BEACON TOWER, 6.1 M
 JJ0662'(20.0 FT) EAST OF THE CENTER OF THE ROAD, AND IN THE CENTER OF A ROAD.
 JJ0662'THE MARK IS 1.4 METERS  N FROM  A WITNESS POST
 JJ0662
 JJ0662                          STATION RECOVERY (1999)
 JJ0662
 JJ0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 JJ0662'THE STATION IS LOCATED ABOUT 4.3 MI (6.9 KM) WEST-SOUTHWEST OF LAMAR,
 JJ0662'1.3 MI (2.1 KM) SOUTH OF THE ARKANSAS RIVER AND AT THE LAMAR MUNICIPAL
 JJ0662'AIRPORT, IN THE SOUTHWEST 1/4 OF SECTION 4, T 23 S, R 47 W.
 JJ0662'OWNERSHIP--LAMAR MUNICIPAL AIRPORT, 102 WEST PERMENTER, LAMAR, CO
 JJ0662'81052.  AIRPORT MANAGER--MR.  BILL THRAILKILL, TELEPHONE--719-336-3326
 JJ0662'TO REACH THE STATION FROM THE INTERSECTION OF OAK STREET (COUNTY ROAD
 JJ0662'HH) AND MAIN STREET (U.S.  HIGHWAY 287) IN LAMAR, GO WEST ON OAK
 JJ0662'STREET FOR 4.1 MI (6.6 KM) TO A SIDE ROAD LEFT, COUNTY ROAD 3.  TURN
 JJ0662'LEFT, SOUTH, FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF COUNTY ROAD
 JJ0662'GG.2.  TURN LEFT, EAST, ON COUNTY ROAD GG.2 FOR 0.15 MI (0.24 KM) TO
 JJ0662'THE PARKING LOT FOR THE TERMINAL.  CONTACT THE AIRPORT MANAGER FOR
 JJ0662'PERMISSION TO ENTER THE FLIGHT OPERATIONS AREA.  TO REACH THE STATION
 JJ0662'FROM THE INTERSECTION OF COUNTY ROAD 3 AND COUNTY ROAD GG.2 (ENTRANCE
 JJ0662'TO THE AIRPORT) , GO SOUTH ON COUNTY ROAD 3 FOR 0.02 MI (0.03 KM) TO
 JJ0662'THE STATION IN THE ROAD NEAR THE GATE
 JJ0662'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A SQUARE 30 CM
 JJ0662'CONCRETE POST RECESSED 12 CM BELOW THE GROUND WITH A LOGO LID SET OVER
 JJ0662'THE MARK ON A 6-INCH PVC PIPE.  IT IS 11.4 M (37.4 FT) SOUTHWEST FROM
 JJ0662'THE SOUTHWEST LEG OF THE AIRPORT BEACON TOWER, 10.1 M (33.1 FT) EAST
 JJ0662'FROM THE CENTER OF THE ROAD, 7.9 M (25.9 FT) SOUTH-SOUTHEAST FROM THE
 JJ0662'NORTH GATE POST OF THE GATE, 2.35 M (7.71 FT) NORTH-NORTHEAST FROM THE
 JJ0662'SOUTH GATE POST OF THE GATE, 2.7 M (8.9 FT) NORTH FROM A METAL WITNESS
 JJ0662'POST AND 1.2 M (3.9 FT) EAST FROM THE GATE WHEN IT IS CLOSED.
 JJ0662
 JJ0662                          STATION RECOVERY (2000)
 JJ0662
 JJ0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 JJ0662'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0870 ***********************************************************************
 JL0870  DESIGNATION -  AIRPORT
 JL0870  PID         -  JL0870
 JL0870  STATE/COUNTY-  CO/DELTA
 JL0870  USGS QUAD   -  OLATHE NW (1955)
 JL0870
 JL0870                         *CURRENT SURVEY CONTROL
 JL0870  ___________________________________________________________________
 JL0870* NAD 83(1992)-  38 44 27.92820(N)    107 59 35.19085(W)     ADJUSTED  
 JL0870* NAVD 88     -      1607.5    (meters)    5274.     (feet)  VERTCON   
 JL0870  ___________________________________________________________________
 JL0870  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 JL0870  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 JL0870
 JL0870  HORZ ORDER  -  THIRD
 JL0870
 JL0870.The horizontal coordinates were established by classical geodetic methods
 JL0870.and adjusted by the National Geodetic Survey in January 1993..
 JL0870
 JL0870.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0870
 JL0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0870
 JL0870.The geoid height was determined by GEOID03.
 JL0870
 JL0870;                    North         East     Units Scale Factor Converg.
 JL0870;SPC CO C     -   408,542.027   697,684.777   MT  0.99995553   -1 34 20.6
 JL0870;SPC CO C     - 1,340,358.30  2,288,987.47   sFT  0.99995553   -1 34 20.6
 JL0870;UTM  13      - 4,292,300.299   239,853.683   MT  1.00043346   -1 52 26.9
 JL0870;UTM  12      - 4,292,339.596   761,344.496   MT  1.00044116   +1 52 58.0
 JL0870
 JL0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0870!SPC CO C     -   0.99975049  x   0.99995553  =   0.99970603
 JL0870!UTM  13      -   0.99975049  x   1.00043346  =   1.00018384
 JL0870!UTM  12      -   0.99975049  x   1.00044116  =   1.00019154
 JL0870
 JL0870:                Primary Azimuth Mark                     Grid Az
 JL0870:SPC CO C     -  AUSTIN                                   056 53 38.5
 JL0870:UTM  13      -  AUSTIN                                   057 11 44.8
 JL0870:UTM  12      -  AUSTIN                                   053 26 19.9
 JL0870
 JL0870|---------------------------------------------------------------------|
 JL0870| PID    Reference Object                     Distance      Geod. Az  |
 JL0870|                                                           dddmmss.s |
 JL0870| JL0875 AUSTIN                              APPROX. 6.4 KM 0551917.9 |
 JL0870|---------------------------------------------------------------------|
 JL0870
 JL0870                          SUPERSEDED SURVEY CONTROL
 JL0870
 JL0870  NAD 83(1986)-  38 44 27.92573(N)    107 59 35.18079(W) AD(       ) 3
 JL0870  NAD 27      -  38 44 27.98082(N)    107 59 32.94104(W) AD(       ) 3
 JL0870  NGVD 29 (07/19/86) 1606.3    (m)         5270.     (f) VERT ANG       
 JL0870
 JL0870.Superseded values are not recommended for survey control.
 JL0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0870.See file dsdata.txt to determine how the superseded data were derived.
 JL0870
 JL0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC3985492300(NAD 83)
 JL0870_MARKER: DD = SURVEY DISK
 JL0870_SETTING: 80 = SET IN A BOULDER
 JL0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0870+STABILITY: SURFACE MOTION
 JL0870
 JL0870  HISTORY     - Date     Condition        Report By
 JL0870  HISTORY     - 1951     MONUMENTED       USGS
 JL0870
 JL0870                          STATION DESCRIPTION
 JL0870
 JL0870'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JL0870'STATION LOCATED IN DELTA COUNTY, ABOUT 4.4 MI. E. OF DELTA, COLORADO,
 JL0870'AT THE STARR NELSON AIRPORT.
 JL0870'
 JL0870'TO REACH FROM THE INTERSECTION OF FOURTH AND MAIN STREETS IN DELTA,
 JL0870'PROCEED E. FOUR BLOCKS ON FOURTH ST. TO BEND IN RD. RIGHT (SE.),
 JL0870'CONTINUE SE. 0.1 MI. TO INTERSECTION OF DIRT RD. AND MAIN RD., TURN
 JL0870'LEFT (N.) ON DIRT RD. AND CONTINUE TO TOP OF HILL, THENCE E. 0.2 MI.
 JL0870'TO RD. FORK, THENCE LEFT (NE.) 3.4 MI. TO RD. FORK BELOW AIRPORT
 JL0870'BUILDINGS.  TURN LEFT (E.) 0.3 MI. TO EDGE OF LANDING STRIP, THENCE
 JL0870'S. 0.1 MI. ACROSS LANDING STRIP TO TOP OF MESA.  STATION LIES ON THE
 JL0870'E. END OF MESA, ABOUT 1500 FT. E. OF AIRPORT BUILDINGS.
 JL0870'
 JL0870'STATION MARK--STANDARD TABLET, STAMPED ---AIRPORT 1951 VABM 5270---,
 JL0870'CEMENTED IN LARGE BOULDER SUNK FLUSH WITH THE GROUND.
 JL0870'
 JL0870'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO.
 JL0870'1---, CEMENTED IN LARGE BOULDER SUNK FLUSH WITH GROUND, 34.90 FT.
 JL0870'FROM STATION MARK, S 42 DEG 19 MIN W.
 JL0870'
 JL0870'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO.
 JL0870'2---, CEMENTED IN LARGE BOULDER SUNK FLUSH WITH GROUND, 35.70 FT.
 JL0870'FROM STATION MARK, N 54 DEG 38 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1698 ***********************************************************************
 KK1698  DESIGNATION -  AIRPORT
 KK1698  PID         -  KK1698
 KK1698  STATE/COUNTY-  CO/ARAPAHOE
 KK1698  USGS QUAD   -  PARKER (1994)
 KK1698
 KK1698                         *CURRENT SURVEY CONTROL
 KK1698  ___________________________________________________________________
 KK1698* NAD 83(1992)-  39 34 46.26177(N)    104 50 57.32055(W)     ADJUSTED  
 KK1698* NAVD 88     -      1769.2    (meters)    5804.     (feet)  VERTCON   
 KK1698  ___________________________________________________________________
 KK1698  LAPLACE CORR-          -5.40  (seconds)                    DEFLEC99
 KK1698  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 KK1698
 KK1698  HORZ ORDER  -  SECOND
 KK1698
 KK1698.This mark is at Centennial Airport (APA)
 KK1698
 KK1698.The horizontal coordinates were established by classical geodetic methods
 KK1698.and adjusted by the National Geodetic Survey in January 1993..
 KK1698
 KK1698.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1698
 KK1698.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1698
 KK1698.The geoid height was determined by GEOID03.
 KK1698
 KK1698;                    North         East     Units Scale Factor Converg.
 KK1698;SPC CO C     -   498,844.121   970,308.622   MT  0.99997072   +0 24 37.5
 KK1698;SPC CO C     - 1,636,624.42  3,183,420.87   sFT  0.99997072   +0 24 37.5
 KK1698;UTM  13      - 4,381,100.284   512,946.067   MT  0.99960206   +0 05 45.8
 KK1698
 KK1698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1698!SPC CO C     -   0.99972522  x   0.99997072  =   0.99969595
 KK1698!UTM  13      -   0.99972522  x   0.99960206  =   0.99932739
 KK1698
 KK1698|---------------------------------------------------------------------|
 KK1698| PID    Reference Object                     Distance      Geod. Az  |
 KK1698|                                                           dddmmss.s |
 KK1698| KK1697 AIRPORT RM 1                          8.584 METERS 17831     |
 KK1698| KK1695 DENVER INVERNESS TANK               APPROX. 2.3 KM 2352005.5 |
 KK1698| KK1696 JOG                                 APPROX. 2.3 KM 2364424.2 |
 KK1698| CP7269 AIRPORT RM 2                          9.194 METERS 35816     |
 KK1698|---------------------------------------------------------------------|
 KK1698
 KK1698                          SUPERSEDED SURVEY CONTROL
 KK1698
 KK1698  NAD 83(1986)-  39 34 46.25827(N)    104 50 57.31930(W) AD(       ) 2
 KK1698  NAD 27      -  39 34 46.29983(N)    104 50 55.39751(W) AD(       ) 2
 KK1698  NGVD 29 (07/19/86) 1768.3    (m)         5801.     (f) VERT ANG       
 KK1698
 KK1698.Superseded values are not recommended for survey control.
 KK1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1698.See file dsdata.txt to determine how the superseded data were derived.
 KK1698
 KK1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED1294681100(NAD 83)
 KK1698_MARKER: DS = TRIANGULATION STATION DISK
 KK1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK1698_MARK LOGO: NGS   
 KK1698_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1698+STABILITY: SURFACE MOTION
 KK1698
 KK1698  HISTORY     - Date     Condition        Report By
 KK1698  HISTORY     - 1977     MONUMENTED       NGS
 KK1698  HISTORY     - 19830615 GOOD             NGS
 KK1698
 KK1698                          STATION DESCRIPTION
 KK1698
 KK1698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1698'THE STATION IS LOCATED 8 MILES SOUTH OF AURORA, 8 MILES EAST-
 KK1698'SOUTHEAST OF LITTETON, 5 MILES SOUTHEAST OF GREENWOOD, 2 MILES
 KK1698'EAST OF INTERSTATE HIGHWAY 25 AND ON THE ARAPAHOE COUNTY AIR-
 KK1698'PORT.  WHEN GOING TO THE STATION CALL THE AIRPORT TOWER CHIEF,
 KK1698'PHONE NUMBER 770-4041.
 KK1698'
 KK1698'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 KK1698'25 AND STATE HIGHWAY 88 (ARAPAHOE ROAD), GO EAST ON STATE HIGH-
 KK1698'WAY 88 FOR 2.0 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 KK1698'SOUTH ON PEORIA STREET FOR 1.1 MILES TO A SIDE ROAD RIGHT.
 KK1698'TURN RIGHT AND GO WEST AND SOUTH FOR 0.1 MILE TO A SIDE ROAD
 KK1698'RIGHT JUST SOUTH OF ARAPAHOE AVIATION.  TURN RIGHT AND GO WEST
 KK1698'FOR 0.1 MILE TO THE WEST EDGE OF THE PARKING RAMP AND THE
 KK1698'STATION AS DESCRIBED.
 KK1698'
 KK1698'STATION MARKS, STAMPED---AIRPORT 1977---, ARE STANDARD DISKS.
 KK1698'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 KK1698'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  THE
 KK1698'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 KK1698'42 INCHES BELOW THE GROUND SURFACE.  THEY ARE 350 FEET WEST-
 KK1698'SOUTHWEST OF A LARGE ARAPAHOE AVIATION AND EXXON SIGN, 170.2
 KK1698'FEET NORTH OF THE CENTER OF A TAXI-WAY, 164 FEET EAST OF A
 KK1698'TAXI-WAY AND 20 FEET WEST OF THE WEST EDGE OF THE CURB OF THE
 KK1698'AIRPORT PARKING RAMP.
 KK1698'
 KK1698'REFERENCE MARK 1, STAMPED---AIRPORT NO 1 1977---, IS A STANDARD
 KK1698'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 KK1698'IS FLUSH WITH THE GROUND SURFACE.  IT IS 164 FEET EAST OF A
 KK1698'NORTH-SOUTH TAXI-WAY, 142 FEET NORTH OF AN EAST-WEST TAXI-WAY
 KK1698'AND 20.7 FEET WEST OF THE WEST EDGE OF THE CURB OF THE PARKING
 KK1698'RAMP.
 KK1698'
 KK1698'REFERENCE MARK 2, STAMPED---AIRPORT NO 2 1977---, IS A STANDARD
 KK1698'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 KK1698'IS FLUSH WITH THE GROUND SURFACE.  IT IS 200.4 FEET NORTH OF
 KK1698'THE CENTER OF AN EAST-WEST TAXI-WAY, 164 FEET EAST OF CENTER OF
 KK1698'A NORTH-SOUTH TAXI-WAY AND 20.2 FEET WEST OF THE WEST EDGE OF
 KK1698'THE CURB OF THE PARKING RAMP.
 KK1698'
 KK1698'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL MARKS.
 KK1698'
 KK1698'NO AZIMUTH MARK WAS SET.  TRIANGULATION STATION---JOG--- MAY
 KK1698'BE USED AS AN AZIMUTH MARK.
 KK1698'
 KK1698'HEIGHT OF LIGHT SHOWN ABOVE STATION MARK WAS 1.6 METERS.
 KK1698
 KK1698                          STATION RECOVERY (1983)
 KK1698
 KK1698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK1698'THE STATION IS LOCATED ON ARAPAHOE COUNTY AIRPORT WEST OF AND ACROSS
 KK1698'THE RAMP FROM AIRPORT OPERATIONS AND CFR BLDG 1.  THE STATION IS 20.5
 KK1698'FT (6.2 M) WEST OF CURB, 30.3 FT (9.2 M) SOUTH OF REFERENCE MARK 1,
 KK1698'AND 125.0 FT (38.1 M) NORTHWEST OF THE SOUTHEAST CORNER OF A CONCRETE
 KK1698'DRAINAGE.  THE MARKS ARE STANDARD NGS DISKS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0830 ***********************************************************************
 JJ0830  DESIGNATION -  AIRPORT BEACON LAMAR AIRPORT
 JJ0830  PID         -  JJ0830
 JJ0830  STATE/COUNTY-  CO/PROWERS
 JJ0830  USGS QUAD   -  LAMAR WEST (1979)
 JJ0830
 JJ0830                         *CURRENT SURVEY CONTROL
 JJ0830  ___________________________________________________________________
 JJ0830* NAD 83(1992)-  38 04 37.02953(N)    102 41 43.80473(W)     ADJUSTED  
 JJ0830* NAVD 88     -                                                        
 JJ0830  ___________________________________________________________________
 JJ0830  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 JJ0830  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 JJ0830
 JJ0830  HORZ ORDER  -  THIRD
 JJ0830
 JJ0830.This mark is at Lamar Municipal Airport (LAA)
 JJ0830
 JJ0830.The horizontal coordinates were established by classical geodetic methods
 JJ0830.and adjusted by the National Geodetic Survey in January 1993..
 JJ0830
 JJ0830
 JJ0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0830
 JJ0830.The geoid height was determined by GEOID03.
 JJ0830
 JJ0830;                    North         East     Units Scale Factor Converg.
 JJ0830;SPC CO S     -   465,014.585 1,160,422.030   MT  0.99995435   +1 43 12.8
 JJ0830;SPC CO S     - 1,525,635.35  3,807,151.28   sFT  0.99995435   +1 43 12.8
 JJ0830;UTM  13      - 4,216,860.830   702,130.393   MT  1.00010322   +1 25 18.2
 JJ0830
 JJ0830                          SUPERSEDED SURVEY CONTROL
 JJ0830
 JJ0830  NAD 83(1986)-  38 04 37.02476(N)    102 41 43.79783(W) AD(       ) 4
 JJ0830  NAD 27      -  38 04 36.99071(N)    102 41 42.09703(W) AD(       ) 3
 JJ0830
 JJ0830.Superseded values are not recommended for survey control.
 JJ0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0830.See file dsdata.txt to determine how the superseded data were derived.
 JJ0830
 JJ0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC0213016861(NAD 83)
 JJ0830_MARKER: 21 = AIRPORT BEACON
 JJ0830
 JJ0830  HISTORY     - Date     Condition        Report By
 JJ0830  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0830  HISTORY     - 1974     GOOD             NGS
 JJ0830  HISTORY     - 1981     GOOD             NGS
 JJ0830  HISTORY     - 19920615 GOOD             NGS
 JJ0830
 JJ0830                          STATION DESCRIPTION
 JJ0830
 JJ0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0830'THE STATION IS LOCATED AT THE NORTHWEST CORNER OF THE LAMAR
 JJ0830'AIRPORT, WHICH IS ABOUT 4 MILES WEST AND ABOUT 1/2 MILE SOUTH
 JJ0830'OF LAMAR.
 JJ0830'
 JJ0830'THE BEACON IS A REVOLVING WHITE LIGHT MOUNTED ON TOP OF A
 JJ0830'FOUR-LEGGED STEEL TOWER THAT IS ABOUT 75 FEET HIGH.  THE CENTER
 JJ0830'OF THE TOWER WAS INTERSECTED.  IT IS 47.18 FEET, 14.38 METERS
 JJ0830'NORTHEAST OF TRIANGULATION STATION AIRLINE.
 JJ0830
 JJ0830                          STATION RECOVERY (1974)
 JJ0830
 JJ0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JN)
 JJ0830'THE STATION WAS RECOVERED AS DESCRIBED.
 JJ0830
 JJ0830                          STATION RECOVERY (1981)
 JJ0830
 JJ0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RMM)
 JJ0830'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JJ0830'
 JJ0830'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 JJ0830'WEST-SOUTHWEST OF LAMAR.
 JJ0830
 JJ0830                          STATION RECOVERY (1992)
 JJ0830
 JJ0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 JJ0830'THE STATION IS LOCATED AT THE NORTHWEST CORNER OF THE LAMAR MUNI
 JJ0830'AIRPORT.  IT IS 155 FT (47.2 M) SOUTH OF THE CENTERLINE OF THE PAVED
 JJ0830'ROAD, 130 FT (39.6 M) SOUTHEAST OF THE FENCE CORNER, 72 FT (21.9 M)
 JJ0830'EAST OF THE CENTERLINE OF A DIRT ROAD, AND 47.2 FT (14.4 M) NORTHEAST
 JJ0830'OF A TRIANGULATION STATION AIRLINE 1954.  THE STATION IS A ROTATING
 JJ0830'BEACON ATOP A 75 FT (22.9 M) STEEL TOWER.  THE SPINDLE OF THE BEACON
 JJ0830'WAS THE POINT OBSERVED.  NOTE, THE STATION WAS PREVIOUSLY POSITIONED
 JJ0830'AS BEACON LAMAR AIRPORT IN 1954 BY NGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0247 ***********************************************************************
 HJ0247  DESIGNATION -  AIRPORT RESET
 HJ0247  PID         -  HJ0247
 HJ0247  STATE/COUNTY-  CO/BACA
 HJ0247  USGS QUAD   -  SPRINGFIELD EAST (1978)
 HJ0247
 HJ0247                         *CURRENT SURVEY CONTROL
 HJ0247  ___________________________________________________________________
 HJ0247* NAD 83(1986)-  37 27 46.     (N)    102 37 10.     (W)     SCALED    
 HJ0247* NAVD 88     -      1338.424  (meters)    4391.15   (feet)  ADJUSTED  
 HJ0247  ___________________________________________________________________
 HJ0247  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 HJ0247  DYNAMIC HT  -        1337.020 (meters)    4386.54  (feet)  COMP
 HJ0247  MODELED GRAV-     979,534.2   (mgal)                       NAVD 88
 HJ0247
 HJ0247  VERT ORDER  -  FIRST     CLASS II
 HJ0247
 HJ0247.The horizontal coordinates were scaled from a topographic map and have
 HJ0247.an estimated accuracy of +/- 6 seconds.
 HJ0247
 HJ0247.The orthometric height was determined by differential leveling
 HJ0247.and adjusted by the National Geodetic Survey in June 1991..
 HJ0247
 HJ0247.The geoid height was determined by GEOID03.
 HJ0247
 HJ0247.The dynamic height is computed by dividing the NAVD 88
 HJ0247.geopotential number by the normal gravity value computed on the
 HJ0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0247.degrees latitude (g = 980.6199 gals.).
 HJ0247
 HJ0247.The modeled gravity was interpolated from observed gravity values.
 HJ0247
 HJ0247;                    North         East    Units  Estimated Accuracy
 HJ0247;SPC CO S     -   397,090.    1,169,190.      MT  (+/- 180 meters Scaled)
 HJ0247
 HJ0247                          SUPERSEDED SURVEY CONTROL
 HJ0247
 HJ0247.No superseded survey control is available for this station.
 HJ0247
 HJ0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB105488(NAD 83)
 HJ0247_MARKER: DS = TRIANGULATION STATION DISK
 HJ0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0247_SP_SET: CONCRETE POST
 HJ0247_STAMPING: AIRPORT 1953 1975
 HJ0247_MARK LOGO: NGS   
 HJ0247_PROJECTION: FLUSH
 HJ0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0247+STABILITY: SURFACE MOTION
 HJ0247
 HJ0247  HISTORY     - Date     Condition        Report By
 HJ0247  HISTORY     - 1975     MONUMENTED       NGS
 HJ0247  HISTORY     - 1985     GOOD             NGS
 HJ0247
 HJ0247                          STATION DESCRIPTION
 HJ0247
 HJ0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HJ0247'6.2 KM (3.85 MI) NORTH FROM SPRINGFIELD.
 HJ0247'6.2 KM (3.85 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 HJ0247'IN SPRINGFIELD, 38.1 M (125.0 FT) EAST OF THE CENTERLINE OF THE
 HJ0247'HIGHWAY, 11.3 M (37.1 FT) SOUTH OF THE SOUTH FACE OF THE MOST SOUTHERN
 HJ0247'HANGER, 6.4 M (21.0 FT) SOUTH OF THE ENTRANCE ROAD TO THE SPRINGFIELD
 HJ0247'AIRPORT, 6.1 M (20.0 FT) WEST OF A FENCE CORNER, AND 0.3 M (1.0 FT)
 HJ0247'SOUTH OF A FENCE.
 HJ0247'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 HJ0247'THE MARK IS ABOVE LEVEL WITH THE ENTRANCE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0322 ***********************************************************************
 HJ0322  DESIGNATION -  AIRPORT RESET
 HJ0322  PID         -  HJ0322
 HJ0322  STATE/COUNTY-  CO/BACA
 HJ0322  USGS QUAD   -  SPRINGFIELD EAST (1978)
 HJ0322
 HJ0322                         *CURRENT SURVEY CONTROL
 HJ0322  ___________________________________________________________________
 HJ0322* NAD 83(1992)-  37 27 45.99285(N)    102 37 09.73701(W)     ADJUSTED  
 HJ0322* NAVD 88     -      1345.     (meters)    4413.     (feet)  SCALED    
 HJ0322  ___________________________________________________________________
 HJ0322  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 HJ0322  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 HJ0322
 HJ0322  HORZ ORDER  -  THIRD
 HJ0322
 HJ0322.The horizontal coordinates were established by classical geodetic methods
 HJ0322.and adjusted by the National Geodetic Survey in November 1994..
 HJ0322
 HJ0322.The orthometric height was scaled from a topographic map.
 HJ0322
 HJ0322.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0322
 HJ0322.The geoid height was determined by GEOID03.
 HJ0322
 HJ0322;                    North         East     Units Scale Factor Converg.
 HJ0322;SPC CO S     -   397,084.782 1,169,200.103   MT  0.99996628   +1 46 00.9
 HJ0322;SPC CO S     - 1,302,768.99  3,835,950.67   sFT  0.99996628   +1 46 00.9
 HJ0322;UTM  13      - 4,148,872.965   710,544.257   MT  1.00014606   +1 26 54.7
 HJ0322
 HJ0322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0322!SPC CO S     -   0.99979266  x   0.99996628  =   0.99975894
 HJ0322!UTM  13      -   0.99979266  x   1.00014606  =   0.99993869
 HJ0322
 HJ0322|---------------------------------------------------------------------|
 HJ0322| PID    Reference Object                     Distance      Geod. Az  |
 HJ0322|                                                           dddmmss.s |
 HJ0322| CM7355 AIRPORT RM 2                         28.425 METERS 00533     |
 HJ0322| HJ0321 SPRINGFIELD GANO GRAIN CO ELEV      APPROX. 7.0 KM 1765703.5 |
 HJ0322| HJ0323 SPRINGFIELD N MUN TANK OF 2         APPROX. 5.9 KM 1785931.7 |
 HJ0322| HJ0324 SPRINGFIELD COOP GRAIN ELEV         APPROX. 6.9 KM 1800930.2 |
 HJ0322| CM7352 AIRPORT AZ MK                                      1842318.3 |
 HJ0322| CM7354 AIRPORT RM 1                         23.052 METERS 26819     |
 HJ0322|---------------------------------------------------------------------|
 HJ0322
 HJ0322                          SUPERSEDED SURVEY CONTROL
 HJ0322
 HJ0322  NAD 83(1992)-  37 27 45.99251(N)    102 37 09.73671(W) AD(       ) 3
 HJ0322  NAD 83(1986)-  37 27 45.99155(N)    102 37 09.72407(W) AD(       ) 3
 HJ0322  NAD 27      -  37 27 45.94142(N)    102 37 08.01870(W) AD(       ) 3
 HJ0322
 HJ0322.Superseded values are not recommended for survey control.
 HJ0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0322.See file dsdata.txt to determine how the superseded data were derived.
 HJ0322
 HJ0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB1054448873(NAD 83)
 HJ0322_MARKER: DH = HORIZONTAL CONTROL DISK
 HJ0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0322_STAMPING: AIRPORT 1953 1975
 HJ0322_MARK LOGO: CGS   
 HJ0322_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HJ0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0322+STABILITY: SURFACE MOTION
 HJ0322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HJ0322+SATELLITE: SATELLITE OBSERVATIONS - September 04, 1996
 HJ0322
 HJ0322  HISTORY     - Date     Condition        Report By
 HJ0322  HISTORY     - 1953     MONUMENTED       CGS
 HJ0322  HISTORY     - 1974     SEE DESCRIPTION  USGS
 HJ0322  HISTORY     - 1975     SEE DESCRIPTION  NGS
 HJ0322  HISTORY     - 19960904 GOOD             CODOT
 HJ0322
 HJ0322                          STATION DESCRIPTION
 HJ0322
 HJ0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HJ0322'THE STATION IS LOCATED AIRLINE ABOUT 4 MILES NORTH OF SPRINGFIELD
 HJ0322'ALONG THE EAST SIDE OF U.S. HIGHWAY 287 AT AN ENTRANCE TO AN
 HJ0322'OLD AIRPORT.
 HJ0322'
 HJ0322'THE STATION IS A STANDARD DISK STAMPED AIRPORT 1953 SET IN TOP OF
 HJ0322'A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES
 HJ0322'ABOVE THE GROUND.  IT IS 3 FEET NORTH OF AN EAST-WEST FENCE
 HJ0322'LINE, 10 FEET SOUTH OF THE CENTER LINE OF THE ENTRANCE ROAD
 HJ0322'TO THE AIRPORT, 10 FEET WEST-NORTHWEST OF A FENCE POST WITH A
 HJ0322'TRIANGULAR BLAZE, 160 FEET EAST OF THE CENTER LINE OF U.S.
 HJ0322'HIGHWAY 287, AND 6 FEET EAST-NORTHEAST OF A WHITE WITNESS POST.
 HJ0322'
 HJ0322'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED AIRPORT
 HJ0322'NO 1 1953 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 HJ0322'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 HJ0322'ELEVATION AS THE STATION.  IT IS 2 FEET NORTH OF AN EAST-WEST
 HJ0322'FENCE LINE, 8 FEET EAST OF A FENCE CORNER, AND 85 FEET EAST
 HJ0322'OF THE CENTER LINE OF U.S. HIGHWAY 287.
 HJ0322'
 HJ0322'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED AIRPORT
 HJ0322'NO 2 1953 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 HJ0322'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 HJ0322'ELEVATION AS THE STATION.  IT IS 1 FOOT WEST OF A NORTH-SOUTH
 HJ0322'FENCE LINE.
 HJ0322'
 HJ0322'THE AZIMUTH MARK IS A STANDARD DISK STAMPED AIRPORT 1953 SET IN
 HJ0322'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 HJ0322'1 INCH ABOVE THE GROUND.  IT IS 1 FOOT EAST OF A NORTH-SOUTH
 HJ0322'FENCE LINE, 30 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, AND
 HJ0322'64 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 287.
 HJ0322'
 HJ0322'TO REACH THE STATION FROM THE BACA COUNTY COURT HOUSE IN
 HJ0322'SPRINGFIELD, GO NORTH ON U.S. HIGHWAY 287 FOR 3.3 MILES TO A
 HJ0322'CROSS ROAD AND THE AZIMUTH MARK ON THE LEFT, WEST.  CONTINUE
 HJ0322'NORTH ON U.S. HIGHWAY 287 FOR 0.5 MILE TO THE ENTRANCE TO AN
 HJ0322'OLD AIRPORT, A WHITE WITNESS POST, AND THE STATION.
 HJ0322
 HJ0322                          STATION RECOVERY (1974)
 HJ0322
 HJ0322'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JEP)
 HJ0322'NO MARKS WERE RECOVERED.  IT IS REPORTED THAT THE STATION MARK
 HJ0322'WAS DESTROYED WHEN A NEW HANGAR WAS BUILT.  THE AZIMUTH MARK
 HJ0322'IS ALSO DESTROYED.
 HJ0322'
 HJ0322'A NEW STATION HAS SINCE BEEN ESTABLISHED BY THE USC AND GS, BUT
 HJ0322'NO INFORMATION IS AVAILABLE ON IT AT THE TIME.
 HJ0322
 HJ0322                          STATION RECOVERY (1975)
 HJ0322
 HJ0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 HJ0322'STATION SUB-SURFACE MARK WAS THE ONLY ORIGINAL MARK FOUND.
 HJ0322'A NEW STATION SURFACE MARK, REFERENCE MARKS 3 AND 4 AND AN AZIMUTH
 HJ0322'MARK WERE ESTABLISHED THIS DATE.
 HJ0322'
 HJ0322'STATION IS REACHED FROM THE BACA  COUNTY COURTHOUSE (MAIN-7TH
 HJ0322'STREETS INTERSECTION).  GO NORTH ON MAIN STREET AND U.S. HIGHWAY 287
 HJ0322'FOR 3.8 MILES TO THE ENTRANCE DRIVEWAY TO A SMALL AIRPORT ON THE
 HJ0322'RIGHT.  TURN RIGHT AND PROCEED EAST ON THE AIRPORT DRIVEWAY FOR
 HJ0322'160 FEET TO STATION ON THE RIGHT, AS DESCRIBED.
 HJ0322'
 HJ0322'AZIMUTH MARK IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 287 AND
 HJ0322'THE AIRPORT ENTRANCE ROAD MENTIONED ABOVE.  GO NORTH ON THE
 HJ0322'HIGHWAY FOR 0.5 MILE TO A GRAVELED ROAD.  TURN LEFT AND GO WEST
 HJ0322'ON THE GRAVELED ROAD FOR 0.25 MILE TO A SMALL METAL COMMUNICATIONS
 HJ0322'BUILDING ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT, AS
 HJ0322'DESCRIBED.
 HJ0322'
 HJ0322'STATION MARK IS A STATION MARK DISK, STAMPED AIRPORT 1953 1975,
 HJ0322'SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 2
 HJ0322'INCHES.  MARK IS 160 FEET EAST OF U.S. HIGHWAY 287, 83.3 FEET
 HJ0322'EAST OF A FENCE CORNER POST WITH TRIANGLE BLAZE, 39.3 FEET WEST
 HJ0322'OF A FENCE CORNER POST, 36 FEET SOUTHWEST OF THE CENTER OF A
 HJ0322'DOUBLE METAL GATE, 24 FEET SOUTH OF THE AIRPORT DRIVEWAY, 2 FEET
 HJ0322'WEST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST
 HJ0322'FENCELINE.
 HJ0322'
 HJ0322'REFERENCE MARK NUMBER 3 IS A REFERENCE MARK DISK, STAMPED AIRPORT
 HJ0322'1953 NO 3 1975, CLAMPED TO THE TOP OF A COPPER COVERED ROD WHICH
 HJ0322'IS ATTACHED TO AN OCTAGON SHAPED STEEL PLATE BURRIED IN THE GROUND.
 HJ0322'DISK PROJECTS ABOUT 2 INCHES.
 HJ0322'
 HJ0322'REFERENCE MARK NUMBER 4 IS A REFERENCE MARK DISK, STAMPED AIRPORT
 HJ0322'1953 NO 4 1975, CLAMPED TO THE TOP OF A COPPER COVERED STEEL ROD
 HJ0322'WHICH IS ATTACHED TO AN OCTAGON SHAPED STEEL PLATE BURRIED IN
 HJ0322'THE GROUND.  DISK PROJECTS ABOUT 2 INCHES.
 HJ0322'
 HJ0322'REFERENCE MARK 3 IS 27 FEET SOUTH OF THE DOUBLE METAL GATE, 19.7
 HJ0322'FEET EAST OF THE METAL WITNESS POST AND 2.0 FEET SOUTHWEST OF
 HJ0322'A FENCE CORNER POST.
 HJ0322'
 HJ0322'REFERENCE MARK 4 IS 76 FEET EAST OF HIGHWAY 287, 61 FEET SOUTH OF
 HJ0322'THE AIRPORT DRIVEWAY, 38 FEET SOUTH OF THE FENCE CORNER POST WITH
 HJ0322'TRIANGLE BLAZE, 1.6 FEET EAST OF A NORTH-SOUTH FENCELINE AND 1.3
 HJ0322'FEET NORTH OF A TELEPHONE LINE POLE WITH A METAL WITNESS SIGN
 HJ0322'ATTACHED.
 HJ0322'
 HJ0322'AZIMUTH MARK IS A REFERENCE MARK DISK, STAMPED AIRPORT 1953 AZ 2
 HJ0322'1975, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 HJ0322'GROUND.  MARK IS 36 FEET NORTH OF THE APPROXIMATE CENTER OF AN
 HJ0322'EAST-WEST GRAVELED ROAD, 2.8 FEET EAST OF A METAL WITNESS POST
 HJ0322'WITH METAL WITNESS SIGN ATTACHED AND 1.4 FEET SOUTH OF AN
 HJ0322'EAST-WEST FENCELINE.
 HJ0322'
 HJ0322'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3.8 MILES NORTH
 HJ0322'OF SPRINGFIELD.
 HJ0322'
 HJ0322'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 HJ0322
 HJ0322                          STATION RECOVERY (1996)
 HJ0322
 HJ0322'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (PGG)
 HJ0322'THE MARK WAS RECOVERED IN GOOD CONDITION.  THERE ARE NOW TWO
 HJ0322'ADDITIONAL HANGERS SOUTH OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0946 ***********************************************************************
 JJ0946  DESIGNATION -  AIRPORT TOWER
 JJ0946  PID         -  JJ0946
 JJ0946  STATE/COUNTY-  CO/OTERO
 JJ0946  USGS QUAD   -  CHERAW (1979)
 JJ0946
 JJ0946                         *CURRENT SURVEY CONTROL
 JJ0946  ___________________________________________________________________
 JJ0946* NAD 83(1992)-  38 02 41.67409(N)    103 30 47.30938(W)     ADJUSTED  
 JJ0946* NAVD 88     -      1278.     (meters)    4193.     (feet)  SCALED    
 JJ0946  ___________________________________________________________________
 JJ0946  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 JJ0946  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 JJ0946
 JJ0946  HORZ ORDER  -  THIRD
 JJ0946
 JJ0946.This mark is at La Junta Municipal Airport (LHX)
 JJ0946
 JJ0946.The horizontal coordinates were established by classical geodetic methods
 JJ0946.and adjusted by the National Geodetic Survey in January 1993..
 JJ0946
 JJ0946.The orthometric height was scaled from a topographic map.
 JJ0946
 JJ0946.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0946
 JJ0946.The geoid height was determined by GEOID03.
 JJ0946
 JJ0946;                    North         East     Units Scale Factor Converg.
 JJ0946;SPC CO S     -   459,619.219 1,088,784.528   MT  0.99995214   +1 13 07.3
 JJ0946;SPC CO S     - 1,507,934.05  3,572,120.57   sFT  0.99995214   +1 13 07.3
 JJ0946;UTM  13      - 4,211,841.229   630,466.112   MT  0.99980964   +0 54 59.2
 JJ0946
 JJ0946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0946!SPC CO S     -   0.99980303  x   0.99995214  =   0.99975518
 JJ0946!UTM  13      -   0.99980303  x   0.99980964  =   0.99961270
 JJ0946
 JJ0946                          SUPERSEDED SURVEY CONTROL
 JJ0946
 JJ0946  NAD 83(1986)-  38 02 41.65746(N)    103 30 47.30595(W) AD(       ) 3
 JJ0946  NAD 27      -  38 02 41.63406(N)    103 30 45.50252(W) AD(       ) 3
 JJ0946
 JJ0946.Superseded values are not recommended for survey control.
 JJ0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0946.See file dsdata.txt to determine how the superseded data were derived.
 JJ0946
 JJ0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC3046611841(NAD 83)
 JJ0946_MARKER: 55 = TOWER
 JJ0946
 JJ0946  HISTORY     - Date     Condition        Report By
 JJ0946  HISTORY     - 1949     FIRST OBSERVED   USGS
 JJ0946
 JJ0946                          STATION DESCRIPTION
 JJ0946
 JJ0946'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 JJ0946'STATION LOCATED NEAR THE CENTER OF A GROUP OF BUILDINGS ON THE S. EDGE
 JJ0946'OF THE MAIN RUNWAY OF LA JUNTA AIRPORT, ABOUT 3 MI. N. OF LA JUNTA,
 JJ0946'COLORADO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0216 ***********************************************************************
 JL0216  DESIGNATION -  AIRWAY
 JL0216  PID         -  JL0216
 JL0216  STATE/COUNTY-  CO/GUNNISON
 JL0216  USGS QUAD   -  GUNNISON (1970)
 JL0216
 JL0216                         *CURRENT SURVEY CONTROL
 JL0216  ___________________________________________________________________
 JL0216* NAD 83(1992)-  38 32 01.85950(N)    106 56 37.77898(W)     ADJUSTED  
 JL0216* NAVD 88     -      2333.363  (meters)    7655.38   (feet)  ADJUSTED  
 JL0216  ___________________________________________________________________
 JL0216  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 JL0216  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 JL0216  DYNAMIC HT  -        2330.526 (meters)    7646.07  (feet)  COMP
 JL0216  MODELED GRAV-     979,328.5   (mgal)                       NAVD 88
 JL0216
 JL0216  HORZ ORDER  -  SECOND
 JL0216  VERT ORDER  -  FIRST     CLASS II
 JL0216
 JL0216.This mark is at Gunnison County Airport (GUC)
 JL0216
 JL0216.The horizontal coordinates were established by classical geodetic methods
 JL0216.and adjusted by the National Geodetic Survey in January 1993..
 JL0216
 JL0216.The orthometric height was determined by differential leveling
 JL0216.and adjusted by the National Geodetic Survey in June 1991..
 JL0216
 JL0216.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0216
 JL0216.The geoid height was determined by GEOID03.
 JL0216
 JL0216.The dynamic height is computed by dividing the NAVD 88
 JL0216.geopotential number by the normal gravity value computed on the
 JL0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0216.degrees latitude (g = 980.6199 gals.).
 JL0216
 JL0216.The modeled gravity was interpolated from observed gravity values.
 JL0216
 JL0216;                    North         East     Units Scale Factor Converg.
 JL0216;SPC CO C     -   383,563.646   788,518.971   MT  0.99998457   -0 54 38.2
 JL0216;SPC CO C     - 1,258,408.40  2,586,999.32   sFT  0.99998457   -0 54 38.2
 JL0216;SPC CO S     -   513,009.753   788,514.238   MT  1.00001989   -0 53 08.2
 JL0216;SPC CO S     - 1,683,099.50  2,586,983.80   sFT  1.00001989   -0 53 08.2
 JL0216;UTM  13      - 4,266,840.281   330,574.381   MT  0.99995351   -1 12 40.5
 JL0216
 JL0216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0216!SPC CO C     -   0.99963626  x   0.99998457  =   0.99962083
 JL0216!SPC CO S     -   0.99963626  x   1.00001989  =   0.99965614
 JL0216!UTM  13      -   0.99963626  x   0.99995351  =   0.99958978
 JL0216
 JL0216:                Primary Azimuth Mark                     Grid Az
 JL0216:SPC CO C     -  AIRWAY AZ MK                             110 30 56.2
 JL0216:SPC CO S     -  AIRWAY AZ MK                             110 29 26.2
 JL0216:UTM  13      -  AIRWAY AZ MK                             110 48 58.5
 JL0216
 JL0216|---------------------------------------------------------------------|
 JL0216| PID    Reference Object                     Distance      Geod. Az  |
 JL0216|                                                           dddmmss.s |
 JL0216| JL0215 AIRWAY AZ MK                                       1093618.0 |
 JL0216| JL0217 AIRWAY RM 1                          24.380 METERS 19441     |
 JL0216| JL0218 AIRWAY RM 2                          17.163 METERS 34026     |
 JL0216|---------------------------------------------------------------------|
 JL0216
 JL0216                          SUPERSEDED SURVEY CONTROL
 JL0216
 JL0216  NAD 83(1986)-  38 32 01.85875(N)    106 56 37.79139(W) AD(       ) 2
 JL0216  NAD 27      -  38 32 01.89740(N)    106 56 35.63510(W) AD(       ) 2
 JL0216  NGVD 29 (??/??/92) 2331.841  (m)         7650.38   (f) ADJ UNCH    1 2
 JL0216
 JL0216.Superseded values are not recommended for survey control.
 JL0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0216.See file dsdata.txt to determine how the superseded data were derived.
 JL0216
 JL0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC3057466840(NAD 83)
 JL0216_MARKER: DS = TRIANGULATION STATION DISK
 JL0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0216_STAMPING: AIRWAY 1958
 JL0216_MARK LOGO: CGS   
 JL0216_PROJECTION: PROJECTING 10 CENTIMETERS
 JL0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0216+STABILITY: SURFACE MOTION
 JL0216
 JL0216  HISTORY     - Date     Condition        Report By
 JL0216  HISTORY     - 1958     MONUMENTED       CGS
 JL0216  HISTORY     - 1960     GOOD             CGS
 JL0216  HISTORY     - 1960     GOOD             NGS
 JL0216  HISTORY     - 1967     GOOD             CGS
 JL0216  HISTORY     - 1973     GOOD             NGS
 JL0216  HISTORY     - 1973     GOOD             NGS
 JL0216  HISTORY     - 1977     GOOD             NGS
 JL0216  HISTORY     - 1979     GOOD             NGS
 JL0216  HISTORY     - 1979     GOOD             NGS
 JL0216  HISTORY     - 1984     GOOD             NGS
 JL0216
 JL0216                          STATION DESCRIPTION
 JL0216
 JL0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 JL0216'STATION IS ON THE GROUNDS OF THE GUNNISON COUNTY AIRPORT ABOUT
 JL0216'1/4 MILE EAST OF THE WEST END OF THE EAST-WEST RUNWAY.
 JL0216'
 JL0216'TO REACH FROM THE TRAFFIC LIGHT IN GUNNISON, GO WESTERLY ON
 JL0216'U.S. HIGHWAY 50 FOR 0.9 MILE TO A SIDE ROAD LEFT THAT LEADS
 JL0216'TO THE AIRPORT, (CONTINUE ON HIGHWAY FOR 0.5 MILE TO A SIDE
 JL0216'ROAD LEFT.  TURN LEFT, SOUTHERLY, ON GRAVELED ROAD FOR 0.8
 JL0216'MILE TO WHERE THE ROAD MAKES A SHARP TURN RIGHT AND AZIMUTH
 JL0216'MARK ON THE LEFT), TURN LEFT, SOUTH, FOR 0.15 MILE TO THE
 JL0216'AIRPORT DEPOT.  PASS TO THE RIGHT OF DEPOT AND HANGERS FOR 0.15
 JL0216'MILE TO THE RIGHT-OF-WAY FENCE.  TURN LEFT, SOUTH, FOR 0.05
 JL0216'MILE TO THE STATION JUST BEFORE REACHING THE FENCE CORNER.
 JL0216'
 JL0216'STATION MARKS ARE STANDARD DISKS, STAMPED AIRWAY 1958.  SURFACE
 JL0216'MARK IS SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 JL0216'1 INCH.  IT IS 342 FEET NORTH OF THE CENTER OF THE EAST-WEST
 JL0216'RUNWAY, 309 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF HANGER,
 JL0216'69 FEET NORTH OF A FENCE CORNER AND 3.4 FEET EAST OF THE
 JL0216'RIGHT-OF-WAY FENCELINE.  A 4 IN X 4 IN WHITE WITNESS POST
 JL0216'WAS SET 3 FEET WEST OF THE MARK.  THE UNDERGROUND MARK IS SET
 JL0216'IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND
 JL0216'SURFACE.
 JL0216'
 JL0216'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AIRWAY NO 1 1958,
 JL0216'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 6
 JL0216'INCHES.  IT IS 375 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 JL0216'HANGER, 273 FEET NORTH OF THE EAST-WEST RUNWAY CENTER AND
 JL0216'38 FEET WEST OF THE FENCE CORNER.  IT IS SET IN THE RIGHT-OF-WAY
 JL0216'FENCELINE.
 JL0216'
 JL0216'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED AIRWAY NO 2
 JL0216'1958, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 JL0216'6 INCHES.  IT IS 397 FEET NORTH OF THE EAST-WEST RUNWAY CENTER,
 JL0216'297 FEET WEST OF THE SOUTHWEST CORNER OF THE HANGER AND 124
 JL0216'FEET NORTH OF THE FENCE CORNER.  IT IS SET IN THE RIGHT-OF-WAY
 JL0216'FENCELINE.
 JL0216'
 JL0216'AZIMUTH MARK IS A STANDARD DISK, STAMPED AIRWAY 1958, SET IN THE
 JL0216'TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 7 INCHES.  IT
 JL0216'IS 113 FEET NORTHEAST OF THE GRADED ROAD CENTER, 226 FEET
 JL0216'SOUTH OF THE EAST-WEST RUNWAY CENTER, 2.5 FEET SOUTHWEST OF A
 JL0216'FENCE CORNER.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 3 FEET
 JL0216'SOUTH OF THE MARK.
 JL0216
 JL0216                          STATION RECOVERY (1960)
 JL0216
 JL0216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WTJ)
 JL0216'STATION AND ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JL0216
 JL0216                          STATION RECOVERY (1960)
 JL0216
 JL0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JL0216'IN GUNNISON COUNTY AIRPORT.
 JL0216'AT GUNNISON COUNTY AIRPORT, 342 FEET NORTH OF THE CENTER OF THE
 JL0216'EAST-WEST RUNWAY, 309 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 JL0216'HANGAR, 69 FEET NORTH OF A FENCE CORNER AND 3.4 FEET EAST OF THE
 JL0216'RIGHT-OF-WAY FENCE.  A 4 X4 IN. WHITE WITNESS POST IS 3 FEET WEST OF
 JL0216'THE MARK.  A STANDARD TRIANGULATION STATION DISK, STAMPED AIRWAY 1958
 JL0216'AND SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 1
 JL0216'INCH.
 JL0216
 JL0216                          STATION RECOVERY (1967)
 JL0216
 JL0216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (RAD)
 JL0216'STATION AND ALL MARKS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 JL0216'
 JL0216'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GUNNISON
 JL0216'COUNTY AIRPORT.
 JL0216
 JL0216                          STATION RECOVERY (1973)
 JL0216
 JL0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PDC)
 JL0216'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED
 JL0216'AS DESCRIBED AND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 JL0216'SEARCHED FOR AND WAS NOT FOUND.  IT MAY BE COVERED OVER WITH
 JL0216'DIRT.
 JL0216'
 JL0216'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GUNNISON,
 JL0216'COLO.
 JL0216
 JL0216                          STATION RECOVERY (1973)
 JL0216
 JL0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JL0216'RECOVERED IN GOOD CONDITION.
 JL0216
 JL0216                          STATION RECOVERY (1977)
 JL0216
 JL0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 JL0216'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE AND
 JL0216'DIRECTION TO REFERENCE MARKS CHECKED ADEQUATELY.
 JL0216'
 JL0216'STATION IS LOCATED ON THE GROUNDS AND ALONG THE WESTERN BOUNDRY FENCE
 JL0216'OF THE GUNNISON COUNTY AIRPORT WHICH IS ABOUT 1 MILE WEST-SOUTHWEST
 JL0216'OF THE GUNNISON CENTRAL BUSINESS SECTION.
 JL0216'
 JL0216'STATION IS REACHED FROM THE POST OFFICE IN GUNNISON.  GO SOUTH ON
 JL0216'WISCONSIN STREET FOR 1 BLOCK TO JUNCTION WITH TOMICHI AVENUE (U.S.
 JL0216'HIGHWAY 50).  TURN RIGHT AND GO WEST, SOUTHWEST AND SOUTH ON
 JL0216'HIGHWAY 50 FOR 1.0 MILE TO A ROAD ON LEFT.  TURN LEFT, THENCE RIGHT
 JL0216'ON SURFACE ROAD FOR 0.1 MILE TO THE AIRPORT ENTRANCE GATE AND A
 JL0216'GRAVELED ROAD RIGHT.  TURN RIGHT AND GO WEST AND SOUTH ON THE
 JL0216'GRAVELED ROAD, KEEPING ALONG THE NORTH AND WEST SIDES ON THE AIRPORT
 JL0216'FENCE FOR 0.35 MILE TO A POINT WHERE THE ROAD TURNS RIGHT.  STATION
 JL0216'IS ON THE LEFT, INSIDE THE AIRPORT FENCELINE, AS DESCRIBED.
 JL0216'
 JL0216'AZIMUTH MARK IS REACHED FROM THE STATION.  GO SOUTH FOR ABOUT 0.05
 JL0216'MILE TO AN EAST-WEST RUNWAY.  CROSS RUNWAY, THENCE EAST ALONG THE
 JL0216'SOUTH SIDE OF RUNWAY FOR 0.2 MILE.  TURN RIGHT AND GO SOUTH FOR
 JL0216'ABOUT 198 FEET TO THE MARK, AS DESCRIBED.
 JL0216'
 JL0216'STATION IS A STANDARD STATION MARK DISK, STAMPED AIRWAY 1958, SET IN
 JL0216'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 1 INCH.  MARK
 JL0216'IS 68.3 FEET NORTH OF A FENCE CORNER, 66 FEET WEST OF THE SOUTHWEST
 JL0216'CORNER OF A PLANE REVETMENT, 54 FEET EAST OF THE CENTER OF A CURVE
 JL0216'IN GRADED ROAD, 27 FEET SOUTH OF A SMALL METAL WALKTHRU GATE IN
 JL0216'FENCELINE, 3.5 FEET EAST OF A NORTH-SOUTH FENCELINE, 3 FEET EAST
 JL0216'OF A 4 FEET X 4 FEET WOOD WITNESS POST AND ABOUT 0.1 MILE SOUTHWEST
 JL0216'OF THE AIRPORT TERMINAL BUILDING.
 JL0216'
 JL0216'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED AIRWAY NO
 JL0216'1 1958, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 JL0216'ABOUT 6 INCHES.  MARK IS 38 FEET WEST OF THE FENCE CORNER POST AND
 JL0216'IN AN EAST-WEST FENCELINE.
 JL0216'
 JL0216'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED AIRWAY NO
 JL0216'2 1958, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 JL0216'ABOUT 4 INCHES.  MARK IS 30.8 FEET NORTH OF THE CENTER OF THE METAL
 JL0216'WALK-THRU GATE, 1 FOOT SOUTH OF A FENCE POST AND IN A
 JL0216'NORTH-SOUTH FENCELINE.
 JL0216'
 JL0216'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED AIRWAY 1958,
 JL0216'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 6
 JL0216'INCHES.  MARK IS 198 FEET SOUTH OF THE SOUTH EDGE OF THE EAST-WEST
 JL0216'RUNWAY, 132 FEET NORTH OF THE AIRPORT SOUTH BOUNDRY FENCELINE AND 3
 JL0216'FEET EAST OF A 4 FEET X 4 FEET WOOD WITNESS POST.
 JL0216'
 JL0216'NOTE--THEIR HAS BEEN CONSIDERABLE AMOUNT OF SURVEYING AT AIRPORT.
 JL0216'THE RUNWAY IS SCHEDULED TO BE WIDENED 25 FEET ON EACH SIDE.  THE REST
 JL0216'OF THE CONSTRUCTION IS UNDESIDED AT THIS TIME, BUT I WAS INFORMED
 JL0216'THE STATION AND AZIMUTH MARK WOULD NOT BE ENDANGERED.
 JL0216'
 JL0216'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.4 MILES SW OF
 JL0216'GUNNISON BUS. SECTION.
 JL0216
 JL0216                          STATION RECOVERY (1979)
 JL0216
 JL0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (MWJ)
 JL0216'STATION, AZIMUTH MARK, AND RMS 1 AND 2 RECOVERED AS DESCRIBED IN
 JL0216'C.L.NOVAKS RECOVERY NOTE OF 1977.
 JL0216'
 JL0216'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GUNNISON COUNTY
 JL0216'AIRPORT.
 JL0216
 JL0216                          STATION RECOVERY (1979)
 JL0216
 JL0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JL0216'RECOVERED IN GOOD CONDITION.
 JL0216
 JL0216                          STATION RECOVERY (1984)
 JL0216
 JL0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0216'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.4 KM (1.5 MI)
 JL0216'WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH STATE HIGHWAY
 JL0216'135 IN GUNNISON, THENCE 0.1 KM (0.05 MI) SOUTH ALONG A PAVED ROAD,
 JL0216'THENCE 0.3 KM (0.2 MI) EAST ALONG A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE7514 ***********************************************************************
 AE7514  DESIGNATION -  AIRWAY 2
 AE7514  PID         -  AE7514
 AE7514  STATE/COUNTY-  CO/GUNNISON
 AE7514  USGS QUAD   -  GUNNISON (1970)
 AE7514
 AE7514                         *CURRENT SURVEY CONTROL
 AE7514  ___________________________________________________________________
 AE7514* NAD 83(1992)-  38 32 05.44137(N)    106 55 53.35104(W)     ADJUSTED  
 AE7514* NAVD 88     -      2336.8    (meters)    7667.     (feet)  GPS OBS   
 AE7514  ___________________________________________________________________
 AE7514  X           -  -1,455,405.109 (meters)                     COMP
 AE7514  Y           -  -4,780,855.077 (meters)                     COMP
 AE7514  Z           -   3,953,502.707 (meters)                     COMP
 AE7514  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AE7514  ELLIP HEIGHT-        2322.54  (meters)          (12/03/02) GPS OBS
 AE7514  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 AE7514
 AE7514  HORZ ORDER  -  FIRST
 AE7514  ELLP ORDER  -  FOURTH    CLASS II
 AE7514
 AE7514.This mark is at Gunnison County Airport (GUC)
 AE7514
 AE7514.The horizontal coordinates were established by GPS observations
 AE7514.and adjusted by the National Geodetic Survey in February 1998..
 AE7514
 AE7514.The orthometric height was determined by GPS observations and a
 AE7514.high-resolution geoid model.
 AE7514
 AE7514.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7514
 AE7514.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7514
 AE7514.The ellipsoidal height was determined by GPS observations
 AE7514.and is referenced to NAD 83.
 AE7514
 AE7514.The geoid height was determined by GEOID03.
 AE7514
 AE7514;                    North         East     Units Scale Factor Converg.
 AE7514;SPC CO C     -   383,657.051   789,596.604   MT  0.99998440   -0 54 10.2
 AE7514;SPC CO C     - 1,258,714.84  2,590,534.86   sFT  0.99998440   -0 54 10.2
 AE7514;UTM  13      - 4,266,928.026   331,652.453   MT  0.99994902   -1 12 12.9
 AE7514
 AE7514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7514!SPC CO C     -   0.99963572  x   0.99998440  =   0.99962012
 AE7514!UTM  13      -   0.99963572  x   0.99994902  =   0.99958475
 AE7514
 AE7514:                Primary Azimuth Mark                     Grid Az
 AE7514:SPC CO C     -  GUC D                                    042 49 14.3
 AE7514:UTM  13      -  GUC D                                    043 07 17.0
 AE7514
 AE7514|---------------------------------------------------------------------|
 AE7514| PID    Reference Object                     Distance      Geod. Az  |
 AE7514|                                                           dddmmss.s |
 AE7514| AE7515 GUC D                               457.906 METERS 0415504.1 |
 AE7514|---------------------------------------------------------------------|
 AE7514
 AE7514                          SUPERSEDED SURVEY CONTROL
 AE7514
 AE7514  ELLIP H (02/27/98) 2322.50   (m)                       GP(       ) 4 1
 AE7514
 AE7514.Superseded values are not recommended for survey control.
 AE7514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7514.See file dsdata.txt to determine how the superseded data were derived.
 AE7514
 AE7514_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC3165266928(NAD 83)
 AE7514_MARKER: DH = HORIZONTAL CONTROL DISK
 AE7514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7514_STAMPING: AIRWAY 2 1992
 AE7514_MARK LOGO: NGS   
 AE7514_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE7514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7514+STABILITY: SURFACE MOTION
 AE7514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7514+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE7514
 AE7514  HISTORY     - Date     Condition        Report By
 AE7514  HISTORY     - 1996     MONUMENTED       NGS
 AE7514
 AE7514                          STATION DESCRIPTION
 AE7514
 AE7514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE7514'THE STATION IS LOCATED AT THE GUNNISON COUNTY AIRPORT IN THE TOWN OF
 AE7514'GUNNISON, COLORADO, IN THE SOUTHWEST 1/4 OF SECTION 1, T 49N, R 1 W.
 AE7514'OWNERSHIP--GUNNISON COUNTY AIRPORT  TO REACH THE STATION FROM THE
 AE7514'INTERSECTION OF U.  S.  HIGHWAY 50 AND STATE HIGHWAY 135 (TOMICHI
 AE7514'AVENUE) , GO WEST ON U.  S.  HIGHWAY 50 FOR 0.5 MI (0.8 KM) TO AN
 AE7514'INTERSECTION, 11TH STREET.  TURN LEFT, SOUTH, ON 11TH STREET FOR 0.45
 AE7514'MI (0.72 KM) TO AN INTERSECTION, RIO GRANDE AVENUE.  THE AIRPORT
 AE7514'TERMINAL IS JUST SOUTH OF THIS INTERSECTION.  THE STATION IS ON THE
 AE7514'SOUTH CENTRAL SIDE OF THE RUNWAY.  PERMISSION MUST BE GOTTEN FROM THE
 AE7514'AIRPORT ADMINISTRATION TO SURVEY OFF OF THIS POINT  THE MARK IS A
 AE7514'STANDARD DISK SET IN THE TOP OF A 0.5 M (1.6 FT) DIAMETER ROUND
 AE7514'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 79.6 M (261.2 FT)
 AE7514'SOUTH-SOUTHEAST FROM THE CENTER LINE OF RUNWAY 6-24, 56.8 M (186.4 FT)
 AE7514'SOUTH-SOUTHEAST FROM THE SOUTHERN EDGE OF OIL OF RUNWAY 6-24, 25.9 M
 AE7514'(85.0 FT) NORTHWEST FROM THE SOUTHERN RIGHT-OF-WAY FENCE, 10.55 WEST
 AE7514'FROM A WIND SOCK IN THE SOUTHERN CONCRETE FOOTING OF THE OLD RAILROAD
 AE7514'TRACKS, 5.4 M (17.7 FT) NORTH-NORTHWEST FROM THE CENTER OF THE OLD
 AE7514'RAILROAD BED, 1.1 M (3.6 FT) NORTHEAST FROM A WITNESS POST, 1.05 M
 AE7514'(3.44 FT) WEST FROM A WITNESS POST, 0.85 M (2.79 FT) NORTHWEST FROM A
 AE7514'WITNESS POST AND 0.75 M (2.46 FT) SOUTH-SOUTHEAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0217 ***********************************************************************
 JL0217  DESIGNATION -  AIRWAY RM 1
 JL0217  PID         -  JL0217
 JL0217  STATE/COUNTY-  CO/GUNNISON
 JL0217  USGS QUAD   -  GUNNISON (1970)
 JL0217
 JL0217                         *CURRENT SURVEY CONTROL
 JL0217  ___________________________________________________________________
 JL0217* NAD 83(1986)-  38 32 03.     (N)    106 56 38.     (W)     SCALED    
 JL0217* NAVD 88     -      2333.576  (meters)    7656.07   (feet)  ADJUSTED  
 JL0217  ___________________________________________________________________
 JL0217  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 JL0217  DYNAMIC HT  -        2330.739 (meters)    7646.77  (feet)  COMP
 JL0217  MODELED GRAV-     979,328.6   (mgal)                       NAVD 88
 JL0217
 JL0217  VERT ORDER  -  SECOND    CLASS 0
 JL0217
 JL0217.This mark is at Gunnison County Airport (GUC)
 JL0217
 JL0217.The horizontal coordinates were scaled from a topographic map and have
 JL0217.an estimated accuracy of +/- 6 seconds.
 JL0217
 JL0217.The orthometric height was determined by differential leveling
 JL0217.and adjusted by the National Geodetic Survey in June 1991..
 JL0217
 JL0217.The geoid height was determined by GEOID03.
 JL0217
 JL0217.The dynamic height is computed by dividing the NAVD 88
 JL0217.geopotential number by the normal gravity value computed on the
 JL0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0217.degrees latitude (g = 980.6199 gals.).
 JL0217
 JL0217.The modeled gravity was interpolated from observed gravity values.
 JL0217
 JL0217;                    North         East    Units  Estimated Accuracy
 JL0217;SPC CO C     -   383,600.      788,510.      MT  (+/- 180 meters Scaled)
 JL0217
 JL0217                          SUPERSEDED SURVEY CONTROL
 JL0217
 JL0217  NGVD 29 (??/??/92) 2332.054  (m)         7651.08   (f) ADJ UNCH    2 0
 JL0217
 JL0217.Superseded values are not recommended for survey control.
 JL0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0217.See file dsdata.txt to determine how the superseded data were derived.
 JL0217
 JL0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC305668(NAD 83)
 JL0217_MARKER: DR = REFERENCE MARK DISK
 JL0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0217_STAMPING: AIRWAY NO 1 1958
 JL0217_MARK LOGO: CGS   
 JL0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0217+STABILITY: SURFACE MOTION
 JL0217
 JL0217  HISTORY     - Date     Condition        Report By
 JL0217  HISTORY     - 1958     MONUMENTED       CGS
 JL0217  HISTORY     - 1960     GOOD             NGS
 JL0217  HISTORY     - 1973     GOOD             NGS
 JL0217  HISTORY     - 1979     GOOD             NGS
 JL0217  HISTORY     - 1984     GOOD             NGS
 JL0217
 JL0217                          STATION DESCRIPTION
 JL0217
 JL0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JL0217'IN GUNNISON COUNTY AIRPORT.
 JL0217'AT GUNNISON COUNTY AIRPORT, 375 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 JL0217'OF HANGAR, 273 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST RUNWAY,
 JL0217'38 FEET WEST OF A FENCE CORNER AND 80 FEET SOUTH OF STATION AIRWAY
 JL0217'1958.  A STANDARD REFERENCE MARK DISK, STAMPED AIRWAY NO 1 1958 AND
 JL0217'SET IN THE TOP OF AN 11 INCH CONCRETE MONUMENT PROJECTING 6 INCHES.
 JL0217'MARK IS SET IN AN EAST-WEST FENCE LINE.
 JL0217
 JL0217                          STATION RECOVERY (1973)
 JL0217
 JL0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JL0217'RECOVERED IN GOOD CONDITION.
 JL0217
 JL0217                          STATION RECOVERY (1979)
 JL0217
 JL0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JL0217'RECOVERED IN GOOD CONDITION.
 JL0217
 JL0217                          STATION RECOVERY (1984)
 JL0217
 JL0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0218 ***********************************************************************
 JL0218  DESIGNATION -  AIRWAY RM 2
 JL0218  PID         -  JL0218
 JL0218  STATE/COUNTY-  CO/GUNNISON
 JL0218  USGS QUAD   -  GUNNISON (1970)
 JL0218
 JL0218                         *CURRENT SURVEY CONTROL
 JL0218  ___________________________________________________________________
 JL0218* NAD 83(1986)-  38 32 01.     (N)    106 56 38.     (W)     SCALED    
 JL0218* NAVD 88     -      2333.595  (meters)    7656.14   (feet)  ADJUSTED  
 JL0218  ___________________________________________________________________
 JL0218  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 JL0218  DYNAMIC HT  -        2330.758 (meters)    7646.83  (feet)  COMP
 JL0218  MODELED GRAV-     979,328.5   (mgal)                       NAVD 88
 JL0218
 JL0218  VERT ORDER  -  SECOND    CLASS 0
 JL0218
 JL0218.This mark is at Gunnison County Airport (GUC)
 JL0218
 JL0218.The horizontal coordinates were scaled from a topographic map and have
 JL0218.an estimated accuracy of +/- 6 seconds.
 JL0218
 JL0218.The orthometric height was determined by differential leveling
 JL0218.and adjusted by the National Geodetic Survey in June 1991..
 JL0218
 JL0218.The geoid height was determined by GEOID03.
 JL0218
 JL0218.The dynamic height is computed by dividing the NAVD 88
 JL0218.geopotential number by the normal gravity value computed on the
 JL0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0218.degrees latitude (g = 980.6199 gals.).
 JL0218
 JL0218.The modeled gravity was interpolated from observed gravity values.
 JL0218
 JL0218;                    North         East    Units  Estimated Accuracy
 JL0218;SPC CO C     -   383,540.      788,510.      MT  (+/- 180 meters Scaled)
 JL0218
 JL0218                          SUPERSEDED SURVEY CONTROL
 JL0218
 JL0218  NGVD 29 (??/??/92) 2332.073  (m)         7651.14   (f) ADJ UNCH    2 0
 JL0218
 JL0218.Superseded values are not recommended for survey control.
 JL0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0218.See file dsdata.txt to determine how the superseded data were derived.
 JL0218
 JL0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC305668(NAD 83)
 JL0218_MARKER: DR = REFERENCE MARK DISK
 JL0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0218_STAMPING: AIRWAY NO 2 1958
 JL0218_MARK LOGO: CGS   
 JL0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0218+STABILITY: SURFACE MOTION
 JL0218
 JL0218  HISTORY     - Date     Condition        Report By
 JL0218  HISTORY     - 1958     MONUMENTED       CGS
 JL0218  HISTORY     - 1960     GOOD             NGS
 JL0218  HISTORY     - 1973     GOOD             NGS
 JL0218  HISTORY     - 1979     GOOD             NGS
 JL0218  HISTORY     - 1984     GOOD             NGS
 JL0218
 JL0218                          STATION DESCRIPTION
 JL0218
 JL0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JL0218'IN GUNNISON COUNTY AIRPORT.
 JL0218'AT GUNNISON COUNTY AIRPORT, 397 FEET NORTH OF THE CENTERLINE OF THE
 JL0218'EAST-WEST RUNWAY, 297 FEET WEST OF THE SOUTHWEST CORNER OF HANGAR, 124
 JL0218'FEET NORTH OF FENCE CORNER, 56 FEET NORTHWEST OF TRIANGULATION STATION
 JL0218'AIRWAY 1958 AND SET IN THE FENCE LINE.  A STANDARD REFERENCE MARK
 JL0218'DISK, STAMPED AIRWAY NO 2 1958 AND SET IN THE TOP OF AN 11 INCH SQUARE
 JL0218'CONCRETE MONUMENT PROJECTING 6 INCHES.
 JL0218
 JL0218                          STATION RECOVERY (1973)
 JL0218
 JL0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JL0218'RECOVERED IN GOOD CONDITION.
 JL0218
 JL0218                          STATION RECOVERY (1979)
 JL0218
 JL0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 JL0218'RECOVERED IN GOOD CONDITION.
 JL0218
 JL0218                          STATION RECOVERY (1984)
 JL0218
 JL0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0218'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0493 ***********************************************************************
 HM0493  DESIGNATION -  AKIN
 HM0493  PID         -  HM0493
 HM0493  STATE/COUNTY-  CO/DOLORES
 HM0493  USGS QUAD   -  GROUNDHOG RESERVOIR (1964)
 HM0493
 HM0493                         *CURRENT SURVEY CONTROL
 HM0493  ___________________________________________________________________
 HM0493* NAD 83(1992)-  37 45 19.92697(N)    108 16 09.52865(W)     ADJUSTED  
 HM0493* NAVD 88     -      2926.5    (meters)    9601.     (feet)  VERTCON   
 HM0493  ___________________________________________________________________
 HM0493  LAPLACE CORR-           8.27  (seconds)                    DEFLEC99
 HM0493  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 HM0493
 HM0493  HORZ ORDER  -  THIRD
 HM0493
 HM0493.The horizontal coordinates were established by classical geodetic methods
 HM0493.and adjusted by the National Geodetic Survey in January 1993..
 HM0493
 HM0493.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0493
 HM0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 HM0493
 HM0493.The geoid height was determined by GEOID03.
 HM0493
 HM0493;                    North         East     Units Scale Factor Converg.
 HM0493;SPC CO S     -   429,264.350   670,409.821   MT  0.99994634   -1 41 55.1
 HM0493;SPC CO S     - 1,408,344.79  2,199,502.89   sFT  0.99994634   -1 41 55.1
 HM0493;UTM  12      - 4,182,203.238   740,563.657   MT  1.00031285   +1 40 22.0
 HM0493
 HM0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0493!SPC CO S     -   0.99954372  x   0.99994634  =   0.99949009
 HM0493!UTM  12      -   0.99954372  x   1.00031285  =   0.99985643
 HM0493
 HM0493|---------------------------------------------------------------------|
 HM0493| PID    Reference Object                     Distance      Geod. Az  |
 HM0493|                                                           dddmmss.s |
 HM0493| CM6838 AKIN RM 1                             9.500 METERS 15753     |
 HM0493| CM6837 AKIN AZ MK                                         2301402.6 |
 HM0493| CM6839 AKIN RM 2                            10.471 METERS 30352     |
 HM0493|---------------------------------------------------------------------|
 HM0493
 HM0493                          SUPERSEDED SURVEY CONTROL
 HM0493
 HM0493  NAD 83(1986)-  37 45 19.91618(N)    108 16 09.52290(W) AD(       ) 3
 HM0493  NAD 27      -  37 45 19.94300(N)    108 16 07.23200(W) AD(       ) 3
 HM0493  NGVD 29 (07/19/86) 2925.0    (m)         9596.     (f) VERT ANG       
 HM0493
 HM0493.Superseded values are not recommended for survey control.
 HM0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0493.See file dsdata.txt to determine how the superseded data were derived.
 HM0493
 HM0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG4056482203(NAD 83)
 HM0493_MARKER: DS = TRIANGULATION STATION DISK
 HM0493_SETTING: 80 = SET IN A BOULDER
 HM0493_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HM0493
 HM0493  HISTORY     - Date     Condition        Report By
 HM0493  HISTORY     - 1937     MONUMENTED       CGS
 HM0493  HISTORY     - 1954     GOOD             WESGEO
 HM0493
 HM0493                          STATION DESCRIPTION
 HM0493
 HM0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 HM0493'STATION IS LOCATED ABOUT 22 MILES NE OF DOLORES.  ABOUT 26
 HM0493'MILES S OF NORWOOD, COLO., IN SECTION 3, T 40 N, R 13 W, IN
 HM0493'MONTEZUMA NATIONAL FOREST AND ABOUT 3/4 MILES N OF E FROM ROY
 HM0493'AKINS SHEEP CAMP.  STATION IS ON THE SE END OF A ROUND TOPPED
 HM0493'RIDGE RUNNING NW AND SE.  THE VICINITY IS COVERED BY BRUSH,
 HM0493'NO TREES.  THE FIRST RIDGE S IS WOODED AND SLIGHTLY HIGHER.
 HM0493'THE TWO RIDGES ARE ON RANGE WITH LONE CONE PEAK.
 HM0493'
 HM0493'STATION IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 HM0493'THE TOP OF A BURIED BOULDER, PROJECTING 8 INCHES, ON HIGHEST
 HM0493'POINT OF KNOLL.
 HM0493'
 HM0493'REFERENCE MARK NO. 1, IS A STANDARD BRONZE DISK WEDGED IN A
 HM0493'DRILL HOLE IN A PROJECTING BOULDER, 8 INCHES ABOVE GROUND,
 HM0493'31.164 FEET SE OF STATION AT SAME ELEVATION AS STATION.
 HM0493'
 HM0493'REFERENCE MARK NO. 2, IS A STANDARD BRONZE DISK WEDGED IN A
 HM0493'DRILL HOLE IN A PROJECTING BOULDER, 8 INCHES ABOVE THE GROUND,
 HM0493'34.342 FEET NW OF STATION AND 1 FOOT LOWER THAN STATION.
 HM0493'
 HM0493'AZIMUTH MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 HM0493'IN A 10- BY 10-FOOT BOULDER THAT PROJECTS ABOUT 4 FEET, ABOUT
 HM0493'0.25 MILE SW OF STATION ON DOWN SLOPE NEAR END OF TRUCK TRAVEL.
 HM0493'
 HM0493'STATION MAY BE REACHED FROM NORWOOD BY GOING E 1.6 MILES TO
 HM0493'THE JUNCTION WITH STATE HIGHWAY 147.  THENCE S ON STATE HIGHWAY
 HM0493'147 MAIN-TRAVELED ROAD, FOR 33.4 MILES TO A BOARD GATE ON LEFT,
 HM0493'E SIDE OF ROAD.  THIS GATE IS 5.2 MILES S OF CROSSING OVER
 HM0493'DISAPPOINTMENT CREEK WHERE A ROAD TURNS RIGHT.  IT IS ALSO
 HM0493'8.5 MILES N OF WILLOW SPRINGS RANGER STATION.  FOLLOW THRU GATE
 HM0493'IN A NORTHEASTERLY DIRECTION, PASSING THRU SEVERAL GATES FOR
 HM0493'4.25 MILES TO A WIRE GATE IN A N AND S FENCE, RANCH HOUSE TO
 HM0493'S.  TURN SHARPLY S ALONG FENCE AFTER PASSING THRU GATE FOR
 HM0493'0.5 MILE THENCE BEAR LEFT ON TRAIL 2.95 MILES TO SECOND POLE
 HM0493'GATE NEAR TOP OF GRADE.  CONTINUE 0.1 MILE TO POINT WHERE
 HM0493'AKINS CAMP IS VISIBLE 0.1 MILE AHEAD.  THENCE BEAR LEFT
 HM0493'ACROSS SLOPE 0.3 MILE TO GATE IN N AND S FENCE, WHICH IS A
 HM0493'LITTLE S OF E FROM AKINS HOUSE.  STATION IS NOT VISIBLE
 HM0493'FROM GATE BUT BEARS 40 DEG MAGNETIC OVER AN ASPEN GROVE.
 HM0493'FOLLOW THIS BEARING 0.25 MILE TO POINT BETWEEN TWO ASPEN
 HM0493'GROVES AND STEEP DOWN GRADE WHICH IS END OF TRUCK TRAVEL.
 HM0493'THENCE PACK ACROSS VALLEY AND UP SLOPE TO STATION, ABOUT
 HM0493'0.25 MILE.  STATION IS ON S END OF KNOLL WHICH OVERLOOKS
 HM0493'GROUNDHOG CREEK CANYON TO E.
 HM0493
 HM0493                          STATION RECOVERY (1954)
 HM0493
 HM0493'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1954 (JH)
 HM0493'LETTER OF MR. JOHN HARRIS, WESTERN GEOPHYSICAL CO., DATED MAY 11,
 HM0493'1954--STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7982 ***********************************************************************
 AB7982  SACS        -  This is a Secondary Airport Control Station.
 AB7982  DESIGNATION -  AKO B
 AB7982  PID         -  AB7982
 AB7982  STATE/COUNTY-  CO/WASHINGTON
 AB7982  USGS QUAD   -  AKRON (1973)
 AB7982
 AB7982                         *CURRENT SURVEY CONTROL
 AB7982  ___________________________________________________________________
 AB7982* NAD 83(1992)-  40 10 43.95743(N)    103 13 37.88173(W)     ADJUSTED  
 AB7982* NAVD 88     -      1434.54   (meters)    4706.5    (feet)  GPS OBS   
 AB7982  ___________________________________________________________________
 AB7982  X           -  -1,116,834.957 (meters)                     COMP
 AB7982  Y           -  -4,751,506.764 (meters)                     COMP
 AB7982  Z           -   4,094,093.188 (meters)                     COMP
 AB7982  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 AB7982  ELLIP HEIGHT-        1414.35  (meters)          (10/21/02) GPS OBS
 AB7982  GEOID HEIGHT-         -20.20  (meters)                     GEOID03
 AB7982
 AB7982  HORZ ORDER  -  FIRST
 AB7982  ELLP ORDER  -  FIFTH     CLASS I
 AB7982
 AB7982.This mark is at Akron-Washington County Airport (AKO)
 AB7982
 AB7982.The horizontal coordinates were established by GPS observations
 AB7982.and adjusted by the National Geodetic Survey in June 2000..
 AB7982
 AB7982.The orthometric height was determined by GPS observations and a
 AB7982.high-resolution geoid model.
 AB7982
 AB7982.GPS derived orthometric heights for airport stations designated as
 AB7982.PACS or SACS are published to 2 decimal places.  This maintains
 AB7982.centimeter relative accuracy between the PACS and SACS.  It does
 AB7982.not indicate centimeter accuracy relative to other marks which are
 AB7982.part of the NAVD 88 network.
 AB7982
 AB7982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7982
 AB7982.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7982
 AB7982.The ellipsoidal height was determined by GPS observations
 AB7982.and is referenced to NAD 83.
 AB7982
 AB7982.The geoid height was determined by GEOID03.
 AB7982
 AB7982;                    North         East     Units Scale Factor Converg.
 AB7982;SPC CO N     -   401,162.083 1,107,949.118   MT  0.99995763   +1 28 06.7
 AB7982;SPC CO N     - 1,316,145.93  3,634,996.40   sFT  0.99995763   +1 28 06.7
 AB7982;UTM  13      - 4,449,117.924   650,935.066   MT  0.99988045   +1 08 38.4
 AB7982
 AB7982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7982!SPC CO N     -   0.99977817  x   0.99995763  =   0.99973581
 AB7982!UTM  13      -   0.99977817  x   0.99988045  =   0.99965865
 AB7982
 AB7982                          SUPERSEDED SURVEY CONTROL
 AB7982
 AB7982  ELLIP H (06/30/00) 1414.37   (m)                       GP(       ) 1 1
 AB7982
 AB7982.Superseded values are not recommended for survey control.
 AB7982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7982.See file dsdata.txt to determine how the superseded data were derived.
 AB7982
 AB7982_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE5093549118(NAD 83)
 AB7982_MARKER: DS = TRIANGULATION STATION DISK
 AB7982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7982_STAMPING: AKO B 1994
 AB7982_MARK LOGO: NOS   
 AB7982_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7982+STABILITY: SURFACE MOTION
 AB7982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7982+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1999
 AB7982
 AB7982  HISTORY     - Date     Condition        Report By
 AB7982  HISTORY     - 1994     MONUMENTED       NOS
 AB7982  HISTORY     - 19990414 GOOD             MSAM
 AB7982
 AB7982                          STATION DESCRIPTION
 AB7982
 AB7982'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (DLA)
 AB7982'THE STATION IS LOCATED AT THE AKRON-WASHINGTON COUNTY AIRPORT ALONG
 AB7982'THE NORTH SIDE OF THE RUNWAY AND ABOUT 1700 FT (518.2 M) EAST OF THE
 AB7982'WEST END OF THE RUNWAY.  IT IS 325 FT (99.1 M) NORTH OF THE RUNWAY
 AB7982'CENTERLINE, 106.5 FT (32.5 M) SE OF THE FENCELINE CORNER POST, 48.6 FT
 AB7982'(14.8 M) EAST OF THE EXTENDED CENTERLINE OF THE N/S ROAD AND 16.7 FT
 AB7982'(5.1 M) SOUTH OF A FENCE.  THE STATION IS AN NOS DISK IN A CONCRETE
 AB7982'STAMPED AKO B 1994 AND SET FLUSH WITH THE GROUND.
 AB7982
 AB7982                          STATION RECOVERY (1999)
 AB7982
 AB7982'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AB7982'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC.  1999 (KCH) THE
 AB7982'STATION IS LOCATED ABOUT 33 KM (20.50 MI) SOUTHEAST OF BRUSH AND 4 KM
 AB7982'(2.50 MI) NORTHWEST OF AKRON, AT THE AKRON-WASHINGTON COUNTY AIRPORT.
 AB7982'IT IS NEAR THE WEST END AND NORTH OF RUNWAY 11-29 AND SOUTH OF THE
 AB7982'AIRPORT PERIMETER FENCE.  THE AIRPORT IS NOT CONTROLLED. PERMISSION TO
 AB7982'USE THIS STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER.  CONTACT
 AB7982'MR RANDALL HAYES AT POST OFFICE BOX 0, AKRON, COLORADO, 80720,
 AB7982'TELEPHONE 970-345-2397.  OWNERSHIP--AKRON-WASHINGTON COUNTY AIRPORT
 AB7982'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 34 AND STATE
 AB7982'HIGHWAY 63 IN AKRON, GO NORTH, ON HIGHWAY 63 FOR 1.2 MI (1.9 KM) TO AN
 AB7982'INTERSECTION.  TURN LEFT, WEST, ON WASHINGTON COUNTY ROAD 42 FOR 0.70
 AB7982'MI (1.13 KM) TO A BEND IN THE ROAD.  CONTINUE NORTHWEST, ON COUNTY
 AB7982'ROAD 42 FOR 0.3 MI (0.5 KM) TO THE STATION ON THE LEFT
 AB7982'THE MARK IS A NOS BRASS DISK SET IN THE TOP OF A CONCRETE POST FLUSH
 AB7982'WITH THE GROUND.  IT IS 99.1 M (325.1 FT) NORTH OF THE CENTER OF
 AB7982'RUNWAY 11-29, 32.5 M (106.6 FT) SOUTHEAST OF A FENCE CORNER, 14.8 M
 AB7982'(48.6 FT) EAST OF THE EXTENDED CENTERLINE OF A NORTH-SOUTH ROAD AND
 AB7982'5.1 M (16.7 FT) SOUTH OF THE FENCE AND A FIBERGLASS WITNESS POST. THIS
 AB7982'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5910 ***********************************************************************
 AI5910  SACS        -  This is a Secondary Airport Control Station.
 AI5910  DESIGNATION -  AKO C
 AI5910  PID         -  AI5910
 AI5910  STATE/COUNTY-  CO/WASHINGTON
 AI5910  USGS QUAD   -  AKRON (1973)
 AI5910
 AI5910                         *CURRENT SURVEY CONTROL
 AI5910  ___________________________________________________________________
 AI5910* NAD 83(1992)-  40 10 27.63883(N)    103 12 54.33301(W)     ADJUSTED  
 AI5910* NAVD 88     -      1428.08   (meters)    4685.3    (feet)  GPS OBS   
 AI5910  ___________________________________________________________________
 AI5910  X           -  -1,115,904.864 (meters)                     COMP
 AI5910  Y           -  -4,752,053.828 (meters)                     COMP
 AI5910  Z           -   4,093,704.348 (meters)                     COMP
 AI5910  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 AI5910  ELLIP HEIGHT-        1407.87  (meters)          (10/21/02) GPS OBS
 AI5910  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 AI5910
 AI5910  HORZ ORDER  -  FIRST
 AI5910  ELLP ORDER  -  FIFTH     CLASS I
 AI5910
 AI5910.This mark is at Akron-Washington County Airport (AKO)
 AI5910
 AI5910.The horizontal coordinates were established by GPS observations
 AI5910.and adjusted by the National Geodetic Survey in June 2000..
 AI5910
 AI5910.The orthometric height was determined by GPS observations and a
 AI5910.high-resolution geoid model.
 AI5910
 AI5910.GPS derived orthometric heights for airport stations designated as
 AI5910.PACS or SACS are published to 2 decimal places.  This maintains
 AI5910.centimeter relative accuracy between the PACS and SACS.  It does
 AI5910.not indicate centimeter accuracy relative to other marks which are
 AI5910.part of the NAVD 88 network.
 AI5910
 AI5910.Photographs are available for this station.
 AI5910
 AI5910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5910
 AI5910.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5910
 AI5910.The ellipsoidal height was determined by GPS observations
 AI5910.and is referenced to NAD 83.
 AI5910
 AI5910.The geoid height was determined by GEOID03.
 AI5910
 AI5910;                    North         East     Units Scale Factor Converg.
 AI5910;SPC CO N     -   400,685.416 1,108,991.999   MT  0.99995773   +1 28 34.9
 AI5910;SPC CO N     - 1,314,582.07  3,638,417.92   sFT  0.99995773   +1 28 34.9
 AI5910;UTM  13      - 4,448,635.393   651,975.151   MT  0.99988432   +1 09 06.1
 AI5910
 AI5910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5910!SPC CO N     -   0.99977919  x   0.99995773  =   0.99973693
 AI5910!UTM  13      -   0.99977919  x   0.99988432  =   0.99966353
 AI5910
 AI5910:                Primary Azimuth Mark                     Grid Az
 AI5910:SPC CO N     -  FAA AKO A                                202 19 11.3
 AI5910:UTM  13      -  FAA AKO A                                202 38 40.1
 AI5910
 AI5910|---------------------------------------------------------------------|
 AI5910| PID    Reference Object                     Distance      Geod. Az  |
 AI5910|                                                           dddmmss.s |
 AI5910| LK0775 FAA AKO A                           424.772 METERS 2034746.2 |
 AI5910|---------------------------------------------------------------------|
 AI5910
 AI5910                          SUPERSEDED SURVEY CONTROL
 AI5910
 AI5910  ELLIP H (06/30/00) 1407.89   (m)                       GP(       ) 1 1
 AI5910
 AI5910.Superseded values are not recommended for survey control.
 AI5910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5910.See file dsdata.txt to determine how the superseded data were derived.
 AI5910
 AI5910_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE5197548635(NAD 83)
 AI5910_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5910_STAMPING: AKO C 1999
 AI5910_MARK LOGO: NGS   
 AI5910_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI5910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5910+STABILITY: SURFACE MOTION
 AI5910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5910+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5910
 AI5910  HISTORY     - Date     Condition        Report By
 AI5910  HISTORY     - 1999     MONUMENTED       MSAM
 AI5910
 AI5910                          STATION DESCRIPTION
 AI5910
 AI5910'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AI5910'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC.  1999 (KCH) THE
 AI5910'STATION IS LOCATED ABOUT 33 KM (20.50 MI) SOUTHEAST OF BRUSH AND 4 KM
 AI5910'(2.50 MI) NORTHWEST OF AKRON, AT THE AKRON-WASHINGTON COUNTY AIRPORT.
 AI5910'IT IS NORTHWEST OF THE TERMINAL AND HANGER AREA, NORTH OF RUNWAY 11-29
 AI5910'AND JUST WEST OF FAA ASOS WEATHER EQUIPMENT, IN SECTION 5, T 2 N, R 52
 AI5910'W.  THE AIRPORT IS NOT CONTROLLED.  PERMISSION TO USE THIS STATION
 AI5910'MUST BE OBTAINED FROM THE AIRPORT MANAGER.  CONTACT MR RANDALL HAYES
 AI5910'AT POST OFFICE BOX 0, AKRON, COLORADO, 80720, TELEPHONE, 970-345-2397.
 AI5910'OWNERSHIP--AKRON-WASHINGTON COUNTY AIRPORT
 AI5910'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 34 AND STATE
 AI5910'HIGHWAY 63 IN AKRON, GO NORTH, ON HIGHWAY 63 FOR 0.9 MI (1.4 KM) TO
 AI5910'THE THIRD AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, WEST-NORTHWEST,
 AI5910'PAST THE AIRPORT BEACON FOR 0.1 MI (0.2 KM) TO A TRACK ROAD.  VEER
 AI5910'RIGHT, WEST, FOR 0.25 MI (0.40 KM) TO THE STATION ON THE RIGHT
 AI5910'THE MARK IS NGS BRASS DISK SET IN THE TOP CENTER OF A CONCRETE POST
 AI5910'FLUSH WITH THE GROUND.  IT IS IN LINE AND WEST OF THE ASAP, 44.5 M
 AI5910'(146.0 FT) WEST OF THE CONCRETE PAD OF THE ASAP, 44.5 M (146.0 FT)
 AI5910'WEST OF THE ASAS MAST AND 5.7 M (18.7 FT) NORTH OF THE CENTER OF A
 AI5910'TRACK ROAD, .5 M (1.6 FT) WEST OF A FIBERGLASS WITNESS POST AND .5 M
 AI5910'(1.6 FT) EAST OF A FIBERGLASS WITNESS POST.  THIS STATION IS
 AI5910'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0665 ***********************************************************************
 LK0665  DESIGNATION -  AKRON
 LK0665  PID         -  LK0665
 LK0665  STATE/COUNTY-  CO/WASHINGTON
 LK0665  USGS QUAD   -  AKRON (1973)
 LK0665
 LK0665                         *CURRENT SURVEY CONTROL
 LK0665  ___________________________________________________________________
 LK0665* NAD 83(1992)-  40 11 02.46214(N)    103 13 55.07984(W)     ADJUSTED  
 LK0665* NAVD 88     -      1446.     (meters)    4744.     (feet)  SCALED    
 LK0665  ___________________________________________________________________
 LK0665  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 LK0665  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 LK0665
 LK0665  HORZ ORDER  -  FIRST
 LK0665
 LK0665.The horizontal coordinates were established by classical geodetic methods
 LK0665.and adjusted by the National Geodetic Survey in January 1993..
 LK0665
 LK0665.The orthometric height was scaled from a topographic map.
 LK0665
 LK0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0665
 LK0665.The geoid height was determined by GEOID03.
 LK0665
 LK0665;                    North         East     Units Scale Factor Converg.
 LK0665;SPC CO N     -   401,722.214 1,107,527.791   MT  0.99995752   +1 27 55.6
 LK0665;SPC CO N     - 1,317,983.63  3,633,614.09   sFT  0.99995752   +1 27 55.6
 LK0665;UTM  13      - 4,449,680.388   650,516.950   MT  0.99987889   +1 08 27.7
 LK0665
 LK0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0665!SPC CO N     -   0.99977643  x   0.99995752  =   0.99973396
 LK0665!UTM  13      -   0.99977643  x   0.99987889  =   0.99965535
 LK0665
 LK0665:                Primary Azimuth Mark                     Grid Az
 LK0665:SPC CO N     -  AKRON AZ MK 2                            131 48 43.5
 LK0665:UTM  13      -  AKRON AZ MK 2                            132 08 11.4
 LK0665
 LK0665|---------------------------------------------------------------------|
 LK0665| PID    Reference Object                     Distance      Geod. Az  |
 LK0665|                                                           dddmmss.s |
 LK0665| LK0667 AKRON AZ MK 2                       APPROX. 0.5 KM 1331639.1 |
 LK0665| LK0660 AKRON STANDPIPE                     APPROX. 3.3 KM 1465935.9 |
 LK0665| CP7270 AKRON AZ MK                                        1663735.3 |
 LK0665| CP7271 AKRON RM 1                           24.185 METERS 17843     |
 LK0665| CP7272 AKRON RM 2                           36.509 METERS 35946     |
 LK0665|---------------------------------------------------------------------|
 LK0665
 LK0665                          SUPERSEDED SURVEY CONTROL
 LK0665
 LK0665  NAD 83(1986)-  40 11 02.45576(N)    103 13 55.07953(W) AD(       ) 1
 LK0665  NAD 27      -  40 11 02.52200(N)    103 13 53.29400(W) AD(       ) 1
 LK0665
 LK0665.Superseded values are not recommended for survey control.
 LK0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0665.See file dsdata.txt to determine how the superseded data were derived.
 LK0665
 LK0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE5051749680(NAD 83)
 LK0665_MARKER: DS = TRIANGULATION STATION DISK
 LK0665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0665_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LK0665
 LK0665  HISTORY     - Date     Condition        Report By
 LK0665  HISTORY     - 1935     MONUMENTED       CGS
 LK0665  HISTORY     - 1963     GOOD             LOCENG
 LK0665  HISTORY     - 1979     GOOD             NGS
 LK0665
 LK0665                          STATION DESCRIPTION
 LK0665
 LK0665'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LK0665'STATION LIES 1-3/4 MILES NORTH AND 1 MILE WEST OF AKRON,
 LK0665'ON LAND OWNED BY MRS. RASMUSSEN, 0.5 MILE NORTH OF HER
 LK0665'FARMHOUSE, AND 1 MILE NORTH AND 1/4 MILE WEST OF CITY RESERVOIR,
 LK0665'ON A LOW HILL, 1 FOOT EAST OF FENCE, AND PROJECTS 9 INCHES.
 LK0665'
 LK0665'REFERENCE MARK NO. 1 IS SOUTH OF STATION, 1 FOOT
 LK0665'EAST OF FENCE, AND PROJECTS 3 INCHES.
 LK0665'
 LK0665'REFERENCE MARK NO. 2 IS NORTH OF STATION, 1 FOOT
 LK0665'EAST OF FENCE, AND PROJECTS 3 INCHES.
 LK0665'
 LK0665'AZIMUTH MARK IS SOUTH-SOUTHEAST OF STATION, 6 FEET
 LK0665'WEST OF FENCE CORNER, 32 FEET WEST OF CENTER OF GRADED ROAD,
 LK0665'80 YARDS NORTHWEST OF CITY RESERVOIR, AND PROJECTS 1 INCH.
 LK0665'
 LK0665'ALL OBJECTS ARE VISIBLE FROM GROUND EXCEPT STATIONS PURDY,
 LK0665'NANCY, AND AZIMUTH MARK, WHICH MAY BE SEEN WITH THE AID OF
 LK0665'A TARGET.  A 15-FOOT STAND WAS USED.
 LK0665'
 LK0665'STATION IS REACHED FROM AKRON MUNICIPAL STANDPIPE BY DRIVING
 LK0665'WEST ON STATE HIGHWAY 54 FOR 0.9 MILE, LEAVE HIGHWAY 54, TURN
 LK0665'RIGHT (NORTH) ON GRADED ROAD FOR 1.15 MILES, LEAVE GRADED
 LK0665'ROAD, TURN LEFT (WEST) IN LANE 0.25 MILE, PASS THROUGH GATE
 LK0665'AND TURN RIGHT (NORTH) THROUGH FARMYARD AND FOLLOW EAST SIDE
 LK0665'OF FENCE NORTH FOR 0.5 MILE TO STATION.
 LK0665
 LK0665                          STATION RECOVERY (1963)
 LK0665
 LK0665'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963 (JWW)
 LK0665'STATION RECOVERED BY COLO ST. ASCS OFF.
 LK0665'
 LK0665'STATION IS REACHED BY GOING WEST ON HWY 34 FROM AKRON, NOT
 LK0665'ON HWY 54 AS DESCRIBED.  FROM JUNCTION OF HWY 63 AND U.S. 34
 LK0665'GO 1 MILE WEST INSTEAD OF 0.9 MILE FROM AKRON STANDPIPE.
 LK0665'
 LK0665'THE AKRON STANDPIPE HAS BEEN REMOVED AND NO LONGER EXISTS.
 LK0665
 LK0665                          STATION RECOVERY (1979)
 LK0665
 LK0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LK0665'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION
 LK0665'THE AZIMUTH MARK WAS NOT FOUND, A NEW AZIMUTH MARK WAS ESTABLISHED AT
 LK0665'THIS TIME.  DISTANCE TO REFERENCE MARK 1 DID NOT CHECK PREVIOUS
 LK0665'DISTANCE BY 0.100 METERS, DISTANCE TO REFERENCE MARK 2 DID CHECK
 LK0665'ADEQUATELY, DIRECTION TO MARKS CHECKED FAVORABLY.  LAND ON WHICH
 LK0665'STATION IS ESTABLISHED IS NOW OWNED AND OCCUPIED BY MRS MABEL HANSEN.
 LK0665'
 LK0665'STATION IS A STANDARD STATION MARK DISK, STAMPED---AKRON 1935---
 LK0665'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 9 INCHES, 1
 LK0665'FOOT EAST OF AN OLD FENCE LINE.
 LK0665'
 LK0665'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED---AKRON
 LK0665'NO 1 1935--- SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 LK0665'4 INCHES, 1 FOOT EAST OF THE OLD FENCE LINE.
 LK0665'
 LK0665'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED---AKRON
 LK0665'NO 2 1935--- SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 LK0665'4 INCHES, 1 FOOT EAST OF THE OLD FENCE LINE.
 LK0665'
 LK0665'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED---AKRON 1935
 LK0665'1979--- SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT
 LK0665'2 INCHES, 36 FEET WEST OF THE APPROXIMATE CENTER OF A GRADED ROAD, 2
 LK0665'FEET NORTH OF A METAL WITNESS POST, 1 FOOT EAST OF A FENCE.
 LK0665'
 LK0665'STATION IS REACHED FROM THE POST OFFICE IN AKRON, GO SOUTH ON ADAMS
 LK0665'FOR 0.1 MILE, TURN RIGHT AND GO WEST ON U.S. HIGHWAY 34 FOR 0.7 MILE,
 LK0665'TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 1.25 MILES TO
 LK0665'CROSSROAD (CONTINUE NORTH ON ROAD FOR 0.25 MILE TO FARM DRIVE ON RIGHT
 LK0665'AND AZIMUTH MARK ON LEFT) TURN LEFT AT CROSSROAD AND GO WEST ON
 LK0665'GRAVELED ROAD FOR 0.2 MILE TO FARM DRIVE OF MABEL HANSEN ON RIGHT,
 LK0665'TURN RIGHT AND GO NORTH ON THE FARM DRIVE FOR 0.05 MILE TO A WIRE
 LK0665'GATE ON RIGHT, TURN RIGHT, PASS THROUGH GATE, THENCE LEFT AND
 LK0665'CONTINUE NORTH ALONG AN OLD FENCE LINE FOR 0.5 MILE TO TOP OF RISE
 LK0665'AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0663 ***********************************************************************
 LK0663  DESIGNATION -  AKRON CATHOLIC CHURCH SPIRE
 LK0663  PID         -  LK0663
 LK0663  STATE/COUNTY-  CO/WASHINGTON
 LK0663  USGS QUAD   -  AKRON (1973)
 LK0663
 LK0663                         *CURRENT SURVEY CONTROL
 LK0663  ___________________________________________________________________
 LK0663* NAD 83(1992)-  40 09 43.08800(N)    103 12 55.41648(W)     ADJUSTED  
 LK0663* NAVD 88     -                                                        
 LK0663  ___________________________________________________________________
 LK0663  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 LK0663  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 LK0663
 LK0663  HORZ ORDER  -  THIRD
 LK0663
 LK0663.The horizontal coordinates were established by classical geodetic methods
 LK0663.and adjusted by the National Geodetic Survey in January 1993..
 LK0663
 LK0663
 LK0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0663
 LK0663.The geoid height was determined by GEOID03.
 LK0663
 LK0663;                    North         East     Units Scale Factor Converg.
 LK0663;SPC CO N     -   399,311.150 1,109,001.771   MT  0.99995804   +1 28 34.2
 LK0663;SPC CO N     - 1,310,073.33  3,638,449.98   sFT  0.99995804   +1 28 34.2
 LK0663;UTM  13      - 4,447,261.195   651,977.132   MT  0.99988433   +1 09 04.3
 LK0663
 LK0663                          SUPERSEDED SURVEY CONTROL
 LK0663
 LK0663  NAD 83(1986)-  40 09 43.08114(N)    103 12 55.41441(W) AD(       ) 4
 LK0663  NAD 27      -  40 09 43.14000(N)    103 12 53.63000(W) AD(       ) 3
 LK0663
 LK0663.Superseded values are not recommended for survey control.
 LK0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0663.See file dsdata.txt to determine how the superseded data were derived.
 LK0663
 LK0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE5197747261(NAD 83)
 LK0663_MARKER: 90 = CHURCH SPIRE
 LK0663
 LK0663  HISTORY     - Date     Condition        Report By
 LK0663  HISTORY     - 1935     FIRST OBSERVED   CGS
 LK0663
 LK0663                          STATION DESCRIPTION
 LK0663
 LK0663'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0662 ***********************************************************************
 LK0662  DESIGNATION -  AKRON COURTHOUSE DOME FLAG
 LK0662  PID         -  LK0662
 LK0662  STATE/COUNTY-  CO/WASHINGTON
 LK0662  USGS QUAD   -  AKRON (1973)
 LK0662
 LK0662                         *CURRENT SURVEY CONTROL
 LK0662  ___________________________________________________________________
 LK0662* NAD 83(1992)-  40 09 35.49381(N)    103 12 39.18129(W)     ADJUSTED  
 LK0662* NAVD 88     -                                                        
 LK0662  ___________________________________________________________________
 LK0662  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 LK0662  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 LK0662
 LK0662  HORZ ORDER  -  THIRD
 LK0662
 LK0662.The horizontal coordinates were established by classical geodetic methods
 LK0662.and adjusted by the National Geodetic Survey in January 1993..
 LK0662
 LK0662
 LK0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0662
 LK0662.The geoid height was determined by GEOID03.
 LK0662
 LK0662;                    North         East     Units Scale Factor Converg.
 LK0662;SPC CO N     -   399,086.911 1,109,391.869   MT  0.99995810   +1 28 44.7
 LK0662;SPC CO N     - 1,309,337.64  3,639,729.82   sFT  0.99995810   +1 28 44.7
 LK0662;UTM  13      - 4,447,034.763   652,365.923   MT  0.99988579   +1 09 14.6
 LK0662
 LK0662                          SUPERSEDED SURVEY CONTROL
 LK0662
 LK0662  NAD 83(1986)-  40 09 35.48716(N)    103 12 39.17909(W) AD(       ) 4
 LK0662  NAD 27      -  40 09 35.55200(N)    103 12 37.39600(W) AD(       ) 3
 LK0662
 LK0662.Superseded values are not recommended for survey control.
 LK0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0662.See file dsdata.txt to determine how the superseded data were derived.
 LK0662
 LK0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE5236647035(NAD 83)
 LK0662_MARKER: 83 = FLAGSTAFF
 LK0662
 LK0662  HISTORY     - Date     Condition        Report By
 LK0662  HISTORY     - 1935     FIRST OBSERVED   CGS
 LK0662  HISTORY     - 1958     GOOD             CGS
 LK0662
 LK0662                          STATION DESCRIPTION
 LK0662
 LK0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCL)
 LK0662'THE STATION IS THE FLAGSTAFF ATOP THE RED ROOFED DOME ON THE
 LK0662'WASHINGTON COUNTY COURTHOUSE IN AKRON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0664 ***********************************************************************
 LK0664  DESIGNATION -  AKRON HIGH SCHOOL STACK
 LK0664  PID         -  LK0664
 LK0664  STATE/COUNTY-  CO/WASHINGTON
 LK0664  USGS QUAD   -  AKRON (1973)
 LK0664
 LK0664                         *CURRENT SURVEY CONTROL
 LK0664  ___________________________________________________________________
 LK0664* NAD 83(1992)-  40 09 44.55578(N)    103 13 01.54916(W)     ADJUSTED  
 LK0664* NAVD 88     -                                                        
 LK0664  ___________________________________________________________________
 LK0664  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 LK0664  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 LK0664
 LK0664  HORZ ORDER  -  THIRD
 LK0664
 LK0664.The horizontal coordinates were established by classical geodetic methods
 LK0664.and adjusted by the National Geodetic Survey in January 1993..
 LK0664
 LK0664
 LK0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0664
 LK0664.The geoid height was determined by GEOID03.
 LK0664
 LK0664;                    North         East     Units Scale Factor Converg.
 LK0664;SPC CO N     -   399,352.668 1,108,855.534   MT  0.99995803   +1 28 30.2
 LK0664;SPC CO N     - 1,310,209.54  3,637,970.20   sFT  0.99995803   +1 28 30.2
 LK0664;UTM  13      - 4,447,303.538   651,831.143   MT  0.99988379   +1 09 00.4
 LK0664
 LK0664                          SUPERSEDED SURVEY CONTROL
 LK0664
 LK0664  NAD 83(1986)-  40 09 44.54891(N)    103 13 01.54707(W) AD(       ) 4
 LK0664  NAD 27      -  40 09 44.61000(N)    103 12 59.76000(W) AD(       ) 3
 LK0664
 LK0664.Superseded values are not recommended for survey control.
 LK0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0664.See file dsdata.txt to determine how the superseded data were derived.
 LK0664
 LK0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE5183147304(NAD 83)
 LK0664_MARKER: 63 = STACK
 LK0664
 LK0664  HISTORY     - Date     Condition        Report By
 LK0664  HISTORY     - 1935     FIRST OBSERVED   CGS
 LK0664
 LK0664                          STATION DESCRIPTION
 LK0664
 LK0664'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0659 ***********************************************************************
 LK0659  DESIGNATION -  AKRON METHODIST CHURCH BELFRY
 LK0659  PID         -  LK0659
 LK0659  STATE/COUNTY-  CO/WASHINGTON
 LK0659  USGS QUAD   -  AKRON (1973)
 LK0659
 LK0659                         *CURRENT SURVEY CONTROL
 LK0659  ___________________________________________________________________
 LK0659* NAD 83(1992)-  40 09 40.75174(N)    103 12 47.14578(W)     ADJUSTED  
 LK0659* NAVD 88     -                                                        
 LK0659  ___________________________________________________________________
 LK0659  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 LK0659  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 LK0659
 LK0659  HORZ ORDER  -  THIRD
 LK0659
 LK0659.The horizontal coordinates were established by classical geodetic methods
 LK0659.and adjusted by the National Geodetic Survey in January 1993..
 LK0659
 LK0659
 LK0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0659
 LK0659.The geoid height was determined by GEOID03.
 LK0659
 LK0659;                    North         East     Units Scale Factor Converg.
 LK0659;SPC CO N     -   399,244.162 1,109,199.277   MT  0.99995806   +1 28 39.5
 LK0659;SPC CO N     - 1,309,853.55  3,639,097.96   sFT  0.99995806   +1 28 39.5
 LK0659;UTM  13      - 4,447,193.093   652,174.240   MT  0.99988507   +1 09 09.6
 LK0659
 LK0659                          SUPERSEDED SURVEY CONTROL
 LK0659
 LK0659  NAD 83(1986)-  40 09 40.74505(N)    103 12 47.14357(W) AD(       ) 4
 LK0659  NAD 27      -  40 09 40.81100(N)    103 12 45.35900(W) AD(       ) 3
 LK0659
 LK0659.Superseded values are not recommended for survey control.
 LK0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0659.See file dsdata.txt to determine how the superseded data were derived.
 LK0659
 LK0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE5217447193(NAD 83)
 LK0659_MARKER: 75 = BELFRY
 LK0659
 LK0659  HISTORY     - Date     Condition        Report By
 LK0659  HISTORY     - 1935     FIRST OBSERVED   CGS
 LK0659  HISTORY     - 1958     GOOD             CGS
 LK0659
 LK0659                          STATION DESCRIPTION
 LK0659
 LK0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (JCL)
 LK0659'THE STATION IS THE PEAK OF THE POINTED ROOF ON THE SQUARE
 LK0659'BRICK TOWER AT THE SOUTHEAST CORNER OF THE METHODIST CHURCH
 LK0659'AT THE CORNER OF MAIN AND 3RD, STS IN AKRON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0658 ***********************************************************************
 LK0658  DESIGNATION -  AKRON WESTERN UNION MW KAJ 73
 LK0658  PID         -  LK0658
 LK0658  STATE/COUNTY-  CO/WASHINGTON
 LK0658  USGS QUAD   -  AKRON SW (1973)
 LK0658
 LK0658                         *CURRENT SURVEY CONTROL
 LK0658  ___________________________________________________________________
 LK0658* NAD 83(1992)-  40 02 41.11228(N)    103 12 35.74179(W)     ADJUSTED  
 LK0658* NAVD 88     -                                                        
 LK0658  ___________________________________________________________________
 LK0658  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 LK0658  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 LK0658
 LK0658  HORZ ORDER  -  THIRD
 LK0658
 LK0658.The horizontal coordinates were established by classical geodetic methods
 LK0658.and adjusted by the National Geodetic Survey in January 1993..
 LK0658
 LK0658
 LK0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0658
 LK0658.The geoid height was determined by GEOID03.
 LK0658
 LK0658;                    North         East     Units Scale Factor Converg.
 LK0658;SPC CO N     -   386,312.804 1,109,803.260   MT  0.99996327   +1 28 46.9
 LK0658;SPC CO N     - 1,267,427.92  3,641,079.53   sFT  0.99996327   +1 28 46.9
 LK0658;UTM  13      - 4,434,259.464   652,704.515   MT  0.99988707   +1 09 06.9
 LK0658
 LK0658                          SUPERSEDED SURVEY CONTROL
 LK0658
 LK0658  NAD 83(1986)-  40 02 41.10847(N)    103 12 35.73275(W) AD(       ) 4
 LK0658  NAD 27      -  40 02 41.15593(N)    103 12 33.87736(W) AD(       ) 3
 LK0658
 LK0658.Superseded values are not recommended for survey control.
 LK0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0658.See file dsdata.txt to determine how the superseded data were derived.
 LK0658
 LK0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE5270534259(NAD 83)
 LK0658_MARKER: 45 = MICROWAVE TOWER
 LK0658
 LK0658  HISTORY     - Date     Condition        Report By
 LK0658  HISTORY     - 1968     FIRST OBSERVED   CGS
 LK0658
 LK0658                          STATION DESCRIPTION
 LK0658
 LK0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 LK0658'THE STATION IS LOCATED ABOUT 7-1/2 MILES SOUTH OF AKRON AND OWNED
 LK0658'BY THE WESTERN UNION TELEGRAPH COMPANY.
 LK0658'
 LK0658'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34 AND
 LK0658'STATE HIGHWAY 63 IN AKRON, GO SOUTH ON STATE HIGHWAY 63 FOR 7.5
 LK0658'MILES TO THE STATION ON THE LEFT.
 LK0658'
 LK0658'THE STATION IS TWO SINGLE COLUMN STEEL TRUSSWORK STRUCTURES WHICH
 LK0658'ARE CONNECTED TOGETHER AT THE TOP AND SUPPORTED BY GUY CABLES.  IT
 LK0658'IS PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE AND THE OVER-ALL
 LK0658'HEIGHT IS 290 FEET.
 LK0658'
 LK0658'THE POINT INTERSECTED WAS THE RED LIGHT AT THE TOP OF THE NORTHERN
 LK0658'TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4516 ***********************************************************************
 DH4516  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH4516  DESIGNATION -  AKRONARPT_CO2004 CORS ARP
 DH4516  CORS_ID     -  P044
 DH4516  PID         -  DH4516
 DH4516  STATE/COUNTY-  CO/WASHINGTON
 DH4516  USGS QUAD   -  AKRON (1973)
 DH4516
 DH4516                         *CURRENT SURVEY CONTROL
 DH4516  ___________________________________________________________________
 DH4516* NAD 83(CORS)-  40 10 18.42473(N)    103 13 20.90057(W)     ADJUSTED  
 DH4516* NAVD 88     -                                                        
 DH4516  ___________________________________________________________________
 DH4516  EPOCH DATE  -        2002.00
 DH4516  X           -  -1,116,559.590 (meters)                     COMP
 DH4516  Y           -  -4,752,091.599 (meters)                     COMP
 DH4516  Z           -   4,093,489.770 (meters)                     COMP
 DH4516  ELLIP HEIGHT-        1411.94  (meters)          (07/??/05) GPS OBS
 DH4516  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 DH4516
 DH4516  HORZ ORDER  -  SPECIAL (CORS)
 DH4516  ELLP ORDER  -  SPECIAL (CORS)
 DH4516
 DH4516.ITRF positions are available for this station.
 DH4516.The coordinates were established by GPS observations
 DH4516.and adjusted by the National Geodetic Survey in July 2005..
 DH4516.The coordinates are valid at the epoch date displayed above.
 DH4516.The epoch date for horizontal control is a decimal equivalence
 DH4516.of Year/Month/Day.
 DH4516
 DH4516
 DH4516.The PID for the CORS L1 Phase Center is DH4517.
 DH4516
 DH4516.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH4516
 DH4516.The ellipsoidal height was determined by GPS observations
 DH4516.and is referenced to NAD 83.
 DH4516
 DH4516.The geoid height was determined by GEOID03.
 DH4516
 DH4516;                    North         East     Units Scale Factor Converg.
 DH4516;SPC CO N     -   400,385.154 1,108,370.942   MT  0.99995779   +1 28 17.7
 DH4516;SPC CO N     - 1,313,596.96  3,636,380.33   sFT  0.99995779   +1 28 17.7
 DH4516
 DH4516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4516!SPC CO N     -   0.99977855  x   0.99995779  =   0.99973635
 DH4516
 DH4516                          SUPERSEDED SURVEY CONTROL
 DH4516
 DH4516.No superseded survey control is available for this station.
 DH4516
 DH4516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE5135248339(NAD 83)
 DH4516_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH4516
 DH4516                          STATION DESCRIPTION
 DH4516
 DH4516'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH4516'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH4516'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH4516'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH4516'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH4516'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4517 ***********************************************************************
 DH4517  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH4517  DESIGNATION -  AKRONARPT_CO2004 CORS L1 PHASE CENTER
 DH4517  CORS_ID     -  P044
 DH4517  PID         -  DH4517
 DH4517  STATE/COUNTY-  CO/WASHINGTON
 DH4517  USGS QUAD   -  AKRON (1973)
 DH4517
 DH4517                         *CURRENT SURVEY CONTROL
 DH4517  ___________________________________________________________________
 DH4517* NAD 83(CORS)-  40 10 18.42477(N)    103 13 20.90055(W)     ADJUSTED  
 DH4517* NAVD 88     -                                                        
 DH4517  ___________________________________________________________________
 DH4517  EPOCH DATE  -        2002.00
 DH4517  X           -  -1,116,559.608 (meters)                     COMP
 DH4517  Y           -  -4,752,091.680 (meters)                     COMP
 DH4517  Z           -   4,093,489.842 (meters)                     COMP
 DH4517  ELLIP HEIGHT-        1412.05  (meters)          (07/??/05) GPS OBS
 DH4517  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 DH4517
 DH4517  HORZ ORDER  -  SPECIAL (CORS)
 DH4517  ELLP ORDER  -  SPECIAL (CORS)
 DH4517
 DH4517.ITRF positions are available for this station.
 DH4517.The coordinates were established by GPS observations
 DH4517.and adjusted by the National Geodetic Survey in July 2005..
 DH4517.The coordinates are valid at the epoch date displayed above.
 DH4517.The epoch date for horizontal control is a decimal equivalence
 DH4517.of Year/Month/Day.
 DH4517
 DH4517
 DH4517.The PID for the CORS ARP is DH4516.
 DH4517
 DH4517.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH4517
 DH4517.The ellipsoidal height was determined by GPS observations
 DH4517.and is referenced to NAD 83.
 DH4517
 DH4517.The geoid height was determined by GEOID03.
 DH4517
 DH4517;                    North         East     Units Scale Factor Converg.
 DH4517;SPC CO N     -   400,385.156 1,108,370.942   MT  0.99995779   +1 28 17.7
 DH4517;SPC CO N     - 1,313,596.97  3,636,380.33   sFT  0.99995779   +1 28 17.7
 DH4517
 DH4517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4517!SPC CO N     -   0.99977853  x   0.99995779  =   0.99973633
 DH4517
 DH4517                          SUPERSEDED SURVEY CONTROL
 DH4517
 DH4517.No superseded survey control is available for this station.
 DH4517
 DH4517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE5135248339(NAD 83)
 DH4517_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH4517
 DH4517                          STATION DESCRIPTION
 DH4517
 DH4517'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH4517'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH4517'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH4517'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH4517'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH4517'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4518 ***********************************************************************
 DH4518  DESIGNATION -  AKRONARPT_CO2004 GRP
 DH4518  PID         -  DH4518
 DH4518  STATE/COUNTY-  CO/WASHINGTON
 DH4518  USGS QUAD   -  AKRON (1973)
 DH4518
 DH4518                         *CURRENT SURVEY CONTROL
 DH4518  ___________________________________________________________________
 DH4518* NAD 83(CORS)-  40 10 18.42473(N)    103 13 20.90057(W)     ADJUSTED  
 DH4518* NAVD 88     -                                                        
 DH4518  ___________________________________________________________________
 DH4518  EPOCH DATE  -        2002.00
 DH4518  X           -  -1,116,559.588 (meters)                     COMP
 DH4518  Y           -  -4,752,091.591 (meters)                     COMP
 DH4518  Z           -   4,093,489.764 (meters)                     COMP
 DH4518  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 DH4518  ELLIP HEIGHT-        1411.93  (meters)          (07/??/05) GPS OBS
 DH4518  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 DH4518
 DH4518  HORZ ORDER  -  A
 DH4518  ELLP ORDER  -  FOURTH    CLASS I
 DH4518
 DH4518.ITRF positions are available for this station.
 DH4518.The horizontal coordinates were established by GPS observations
 DH4518.and adjusted by the National Geodetic Survey in July 2005..
 DH4518.The horizontal coordinates are valid at the epoch date displayed above.
 DH4518.The epoch date for horizontal control is a decimal equivalence
 DH4518.of Year/Month/Day.
 DH4518
 DH4518
 DH4518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4518
 DH4518.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4518
 DH4518.The ellipsoidal height was determined by GPS observations
 DH4518.and is referenced to NAD 83.
 DH4518
 DH4518.The geoid height was determined by GEOID03.
 DH4518
 DH4518;                    North         East     Units Scale Factor Converg.
 DH4518;SPC CO N     -   400,385.154 1,108,370.942   MT  0.99995779   +1 28 17.7
 DH4518;SPC CO N     - 1,313,596.96  3,636,380.33   sFT  0.99995779   +1 28 17.7
 DH4518;UTM  13      - 4,448,338.678   651,352.448   MT  0.99988200   +1 08 48.7
 DH4518
 DH4518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4518!SPC CO N     -   0.99977855  x   0.99995779  =   0.99973635
 DH4518!UTM  13      -   0.99977855  x   0.99988200  =   0.99966058
 DH4518
 DH4518                          SUPERSEDED SURVEY CONTROL
 DH4518
 DH4518.No superseded survey control is available for this station.
 DH4518
 DH4518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE5135248339(NAD 83)
 DH4518_STAMPING: UNKNOWN
 DH4518'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P044'
 DH4518'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DH4518'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH4518'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH4518'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH4518'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 DH4518'
 DH4518' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0761 ***********************************************************************
 LK0761  DESIGNATION -  AKRONPORT
 LK0761  PID         -  LK0761
 LK0761  STATE/COUNTY-  CO/WASHINGTON
 LK0761  USGS QUAD   -  AKRON (1973)
 LK0761
 LK0761                         *CURRENT SURVEY CONTROL
 LK0761  ___________________________________________________________________
 LK0761* NAD 83(1992)-  40 10 16.67603(N)    103 12 39.72363(W)     ADJUSTED  
 LK0761* NAVD 88     -      1422.6    (meters)    4667.     (feet)  VERTCON   
 LK0761  ___________________________________________________________________
 LK0761  X           -  -1,115,617.167 (meters)                     COMP
 LK0761  Y           -  -4,752,341.099 (meters)                     COMP
 LK0761  Z           -   4,093,442.315 (meters)                     COMP
 LK0761  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 LK0761  ELLIP HEIGHT-        1402.28  (meters)          (01/07/93) GPS OBS
 LK0761  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 LK0761
 LK0761  HORZ ORDER  -  FIRST
 LK0761  ELLP ORDER  -  FOURTH    CLASS II
 LK0761
 LK0761.This mark is at Akron-Washington County Airport (AKO)
 LK0761
 LK0761.The horizontal coordinates were established by GPS observations
 LK0761.and adjusted by the National Geodetic Survey in January 1993..
 LK0761
 LK0761.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0761
 LK0761.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0761
 LK0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0761
 LK0761.The ellipsoidal height was determined by GPS observations
 LK0761.and is referenced to NAD 83.
 LK0761
 LK0761.The geoid height was determined by GEOID03.
 LK0761
 LK0761;                    North         East     Units Scale Factor Converg.
 LK0761;SPC CO N     -   400,356.320 1,109,346.256   MT  0.99995780   +1 28 44.3
 LK0761;SPC CO N     - 1,313,502.36  3,639,580.17   sFT  0.99995780   +1 28 44.3
 LK0761;UTM  13      - 4,448,304.319   652,327.511   MT  0.99988564   +1 09 15.3
 LK0761
 LK0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0761!SPC CO N     -   0.99978007  x   0.99995780  =   0.99973787
 LK0761!UTM  13      -   0.99978007  x   0.99988564  =   0.99966573
 LK0761
 LK0761|---------------------------------------------------------------------|
 LK0761| PID    Reference Object                     Distance      Geod. Az  |
 LK0761|                                                           dddmmss.s |
 LK0761| LK0762 AKRONPORT AZ MK                     360.178 METERS 33744     |
 LK0761|---------------------------------------------------------------------|
 LK0761
 LK0761                          SUPERSEDED SURVEY CONTROL
 LK0761
 LK0761  NAD 83(1986)-  40 10 16.67136(N)    103 12 39.72247(W) AD(       ) 1
 LK0761  NGVD 29 (02/23/90) 1421.9    (m)         4665.     (f) GPS OBS        
 LK0761
 LK0761.Superseded values are not recommended for survey control.
 LK0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0761.See file dsdata.txt to determine how the superseded data were derived.
 LK0761
 LK0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE5232848304(NAD 83)
 LK0761_MARKER: I = METAL ROD
 LK0761_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LK0761_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LK0761_STAMPING: AKRONPORT 1989
 LK0761_MARK LOGO: NGS   
 LK0761_PROJECTION: FLUSH
 LK0761_MAGNETIC: I = MARKER IS A STEEL ROD
 LK0761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0761+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LK0761_ROD/PIPE-DEPTH: 9.08 meters
 LK0761_SLEEVE-DEPTH  : 0.93 meters
 LK0761
 LK0761  HISTORY     - Date     Condition        Report By
 LK0761  HISTORY     - 1989     MONUMENTED       NGS
 LK0761
 LK0761                          STATION DESCRIPTION
 LK0761
 LK0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LK0761'THE STATION IS LOCATED ABOUT 1.61 KM (1.00 MI) NORTH OF AKRON , 0.40
 LK0761'KM (0.25 MI)  WEST OF STATE HIGHWAY 63, AT THE AKRON AIRPORT, IN THE
 LK0761'NORTHWEST ANGLE OF THE JUNCTION OF A PAVED AND GRAVEL RUNWAY, INSIDE A
 LK0761'CIRCLE WITH A WINDSOCK.  OWNERSHIP--TOWN OF AKRON, CITY HALL, AKRON CO
 LK0761'80270.  AIRPORT MANAGER IS RANDY HAYNES, TELEPHONE 303-345-2397.
 LK0761'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 34 AND STATE
 LK0761'HIGHWAY 63 IN ARKON, GO NORTH ON STATE HIGHWAY 63 FOR 1.53 KM
 LK0761'(0.95 MI) TO A DIRT LANE ON THE LEFT, ON THE NORTH SIDE OF A QUONSET
 LK0761'HANGAR.  TURN LEFT AND GO WEST AND SOUTH ALONG THE DIRT LANE FOR 0.24
 LK0761'KM (0.15 MI) TO A GRAVEL RUNWAY.  CROSS THE RUNWAY TO THE STATION NEAR
 LK0761'A WINDSOCK.
 LK0761'THE STATION MARK IS 30.2 M (99.1 FT)  SOUTHWEST OF THE APPROXIMATE
 LK0761'CENTER OF A GRAVEL RUNWAY, 8.6 M (28.2 FT) EAST-SOUTHEAST OF A 1.5
 LK0761'METER HIGH METAL LIGHT POST WITH A LIGHT, 7.0 M (23.0 FT)
 LK0761'EAST-NORTHEAST OF A WINDSOCK.
 LK0761'DESCRIBED BY R.D.BALL
 LK0761'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0762 ***********************************************************************
 LK0762  DESIGNATION -  AKRONPORT AZ MK
 LK0762  PID         -  LK0762
 LK0762  STATE/COUNTY-  CO/WASHINGTON
 LK0762  USGS QUAD   -  AKRON (1973)
 LK0762
 LK0762                         *CURRENT SURVEY CONTROL
 LK0762  ___________________________________________________________________
 LK0762* NAD 83(1992)-  40 10 27.48306(N)    103 12 45.49066(W)     ADJUSTED  
 LK0762* NAVD 88     -      1428.8    (meters)    4688.     (feet)  VERTCON   
 LK0762  ___________________________________________________________________
 LK0762  X           -  -1,115,701.962 (meters)                     COMP
 LK0762  Y           -  -4,752,105.133 (meters)                     COMP
 LK0762  Z           -   4,093,701.070 (meters)                     COMP
 LK0762  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 LK0762  ELLIP HEIGHT-        1408.48  (meters)          (01/07/93) GPS OBS
 LK0762  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 LK0762
 LK0762  HORZ ORDER  -  THIRD
 LK0762  ELLP ORDER  -  FOURTH    CLASS II
 LK0762
 LK0762.This mark is at Akron-Washington County Airport (AKO)
 LK0762
 LK0762.The horizontal coordinates were established by GPS observations
 LK0762.and adjusted by the National Geodetic Survey in January 1993..
 LK0762
 LK0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0762
 LK0762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0762
 LK0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0762
 LK0762.The ellipsoidal height was determined by GPS observations
 LK0762.and is referenced to NAD 83.
 LK0762
 LK0762.The geoid height was determined by GEOID03.
 LK0762
 LK0762;                    North         East     Units Scale Factor Converg.
 LK0762;SPC CO N     -   400,686.006 1,109,201.256   MT  0.99995773   +1 28 40.6
 LK0762;SPC CO N     - 1,314,584.00  3,639,104.45   sFT  0.99995773   +1 28 40.6
 LK0762;UTM  13      - 4,448,634.797   652,184.392   MT  0.99988511   +1 09 11.8
 LK0762
 LK0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0762!SPC CO N     -   0.99977909  x   0.99995773  =   0.99973683
 LK0762!UTM  13      -   0.99977909  x   0.99988511  =   0.99966423
 LK0762
 LK0762|---------------------------------------------------------------------|
 LK0762| PID    Reference Object                     Distance      Geod. Az  |
 LK0762|                                                           dddmmss.s |
 LK0762| LK0761 AKRONPORT                           360.178 METERS 15744     |
 LK0762|---------------------------------------------------------------------|
 LK0762
 LK0762                          SUPERSEDED SURVEY CONTROL
 LK0762
 LK0762  NAD 83(1986)-  40 10 27.47831(N)    103 12 45.48951(W) AD(       ) 3
 LK0762  NGVD 29 (02/23/90) 1428.1    (m)         4685.     (f) GPS OBS        
 LK0762
 LK0762.Superseded values are not recommended for survey control.
 LK0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0762.See file dsdata.txt to determine how the superseded data were derived.
 LK0762
 LK0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE5218448635(NAD 83)
 LK0762_MARKER: I = METAL ROD
 LK0762_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LK0762_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LK0762_STAMPING: AKRONPORT AZ MK 1989
 LK0762_MARK LOGO: NGS   
 LK0762_PROJECTION: FLUSH
 LK0762_MAGNETIC: I = MARKER IS A STEEL ROD
 LK0762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0762+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LK0762_ROD/PIPE-DEPTH: 8.04 meters
 LK0762_SLEEVE-DEPTH  : 0.93 meters
 LK0762
 LK0762  HISTORY     - Date     Condition        Report By
 LK0762  HISTORY     - 1989     MONUMENTED       NGS
 LK0762  HISTORY     - 19910615 GOOD             NGS
 LK0762
 LK0762                          STATION DESCRIPTION
 LK0762
 LK0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LK0762'THE STATION IS LOCATED ABOUT 1.61 KM (1.00 MI) NORTH OF AKRON , 0.40
 LK0762'KM (0.25 MI)  WEST OF STATE HIGHWAY 63, AT THE AKRON AIRPORT.
 LK0762'OWNERSHIP--TOWN OF AKRON, CITY HALL, AKRON, CO 80270.  AIRPORT MANAGER
 LK0762'IS RANDY HAYNES, TELEPHONE 303-345-2397.
 LK0762'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 34 AND STATE
 LK0762'HIGHWAY 63 IN ARKON, GO NORTH ON STATE HIGHWAY 63 FOR 1.53 KM
 LK0762'(0.95 MI) TO A DIRT LANE ON THE LEFT, ON THE NORTH SIDE OF A QUONSET
 LK0762'HANGAR.  TURN LEFT AND GO WEST AND SOUTH ALONG THE DIRT LANE FOR 0.24
 LK0762'KM (0.15 MI) TO A GRAVEL RUNWAY.  TURN RIGHT AND GO NORTHERLY ON THE
 LK0762'GRAVEL RUNWAY FOR 0.40 KM (0.25 MI) TO THE MARK ON THE RIGHT NEAR A
 LK0762'RIGHT-OF-WAY FENCE.
 LK0762'THE AZIMUTH MARK IS 32.6 M (107.0 FT)  EAST-NORTHEAST OF THE
 LK0762'APPROXIMATE CENTER OF THE GRAVEL RUNWAY, 20.8 M (68.2 FT)
 LK0762'NORTH-NORTHEAST OF A BLACK RUNWAY BOX, 1.1 M (3.6 FT)  SOUTHWEST OF A
 LK0762'RIGHT-OF-WAY FENCE WITH A CARSONITE WITNESS POST.
 LK0762'DESCRIBED BY R.D.BALL
 LK0762'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LK0762
 LK0762                          STATION RECOVERY (1991)
 LK0762
 LK0762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LK0762'THE STATION IS LOCATED AT THE AKRON-WASHINGTON COUNTY AIRPORT ON A
 LK0762'SMALL HILL NW OF THE RAMP.  IT IS 207 FT (63.1 M) WEST OF THE SOUTH
 LK0762'END OF A PAVED RUNWAY FOR MODEL AIRPLANES, 252.5 FT (77.0 M) SOUTH OF
 LK0762'THE SOUTH CORNER OF A PATIO ROOF AND 212.6 FT (64.8 M) EAST OF A
 LK0762'FENCE.  THE STATION IS AN NGS 3D ROD MARK UNDER A LOGO CAP STAMPED
 LK0762'AKRONPORT AZ MK 1989 AND SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1393 ***********************************************************************
 KK1393  DESIGNATION -  ALAMEDA
 KK1393  PID         -  KK1393
 KK1393  STATE/COUNTY-  CO/JEFFERSON
 KK1393  USGS QUAD   -  FORT LOGAN (1994)
 KK1393
 KK1393                         *CURRENT SURVEY CONTROL
 KK1393  ___________________________________________________________________
 KK1393* NAD 83(1992)-  39 42 39.39630(N)    105 03 57.01077(W)     ADJUSTED  
 KK1393* NAVD 88     -      1663.505  (meters)    5457.68   (feet)  ADJUSTED  
 KK1393  ___________________________________________________________________
 KK1393  X           -  -1,277,430.994 (meters)                     COMP
 KK1393  Y           -  -4,745,618.632 (meters)                     COMP
 KK1393  Z           -   4,054,400.023 (meters)                     COMP
 KK1393  LAPLACE CORR-         -12.19  (seconds)                    DEFLEC99
 KK1393  ELLIP HEIGHT-        1646.84  (meters)          (12/03/02) GPS OBS
 KK1393  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 KK1393  DYNAMIC HT  -        1661.883 (meters)    5452.36  (feet)  COMP
 KK1393  MODELED GRAV-     979,592.8   (mgal)                       NAVD 88
 KK1393
 KK1393  HORZ ORDER  -  FIRST
 KK1393  VERT ORDER  -  FIRST     CLASS II
 KK1393  ELLP ORDER  -  FOURTH    CLASS II
 KK1393
 KK1393.The horizontal coordinates were established by GPS observations
 KK1393.and adjusted by the National Geodetic Survey in January 1998..
 KK1393
 KK1393.The orthometric height was determined by differential leveling
 KK1393.and adjusted by the National Geodetic Survey in June 1991..
 KK1393
 KK1393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK1393
 KK1393.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1393
 KK1393.The ellipsoidal height was determined by GPS observations
 KK1393.and is referenced to NAD 83.
 KK1393
 KK1393.The geoid height was determined by GEOID03.
 KK1393
 KK1393.The dynamic height is computed by dividing the NAVD 88
 KK1393.geopotential number by the normal gravity value computed on the
 KK1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1393.degrees latitude (g = 980.6199 gals.).
 KK1393
 KK1393.The modeled gravity was interpolated from observed gravity values.
 KK1393
 KK1393;                    North         East     Units Scale Factor Converg.
 KK1393;SPC CO C     -   513,324.546   951,632.174   MT  0.99999251   +0 16 25.8
 KK1393;SPC CO C     - 1,684,132.28  3,122,146.56   sFT  0.99999251   +0 16 25.8
 KK1393;UTM  13      - 4,395,677.639   494,356.607   MT  0.99960039   -0 02 31.4
 KK1393
 KK1393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1393!SPC CO C     -   0.99974170  x   0.99999251  =   0.99973422
 KK1393!UTM  13      -   0.99974170  x   0.99960039  =   0.99934220
 KK1393
 KK1393:                Primary Azimuth Mark                     Grid Az
 KK1393:SPC CO C     -  ALAMEDA AZ MK OFFSET                     088 03 11.6
 KK1393:UTM  13      -  ALAMEDA AZ MK OFFSET                     088 22 08.8
 KK1393
 KK1393|---------------------------------------------------------------------|
 KK1393| PID    Reference Object                     Distance      Geod. Az  |
 KK1393|                                                           dddmmss.s |
 KK1393| KK1826 ALAMEDA AZ MK OFFSET                418.767 METERS 0881937.4 |
 KK1393| KK1827 ALAMEDA AZ MK                       415.225 METERS 0881926.6 |
 KK1393| CP7273 ALAMEDA RM 1                         26.605 METERS 11244     |
 KK1393| CP7274 ALAMEDA RM 2                         21.960 METERS 24102     |
 KK1393|---------------------------------------------------------------------|
 KK1393
 KK1393                          SUPERSEDED SURVEY CONTROL
 KK1393
 KK1393  ELLIP H (01/12/98) 1646.88   (m)                       GP(       ) 4 1
 KK1393  NAD 83(1992)-  39 42 39.39665(N)    105 03 57.01291(W) AD(       ) 1
 KK1393  NAD 83(1986)-  39 42 39.39304(N)    105 03 57.01147(W) AD(       ) 1
 KK1393  NAD 27      -  39 42 39.43921(N)    105 03 55.06755(W) AD(       ) 1
 KK1393  NAVD 88 (01/12/98) 1663.51   (m)         5457.7    (f) LEVELING    3  
 KK1393  NGVD 29 (??/??/??) 1662.577  (m)         5454.64   (f) ADJUSTED    1 2
 KK1393
 KK1393.Superseded values are not recommended for survey control.
 KK1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1393.See file dsdata.txt to determine how the superseded data were derived.
 KK1393
 KK1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9435795678(NAD 83)
 KK1393_MARKER: DS = TRIANGULATION STATION DISK
 KK1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1393_SP_SET: CONCRETE POST
 KK1393_STAMPING: ALAMEDA 1977
 KK1393_MARK LOGO: NGS   
 KK1393_PROJECTION: FLUSH
 KK1393_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KK1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1393+STABILITY: SURFACE MOTION
 KK1393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1393+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 KK1393
 KK1393  HISTORY     - Date     Condition        Report By
 KK1393  HISTORY     - 1977     MONUMENTED       NGS
 KK1393  HISTORY     - 1984     GOOD             NGS
 KK1393  HISTORY     - 19960412 GOOD             MSAM
 KK1393  HISTORY     - 20000504 GOOD             CO1435
 KK1393  HISTORY     - 20060911 GOOD             NGS
 KK1393
 KK1393                          STATION DESCRIPTION
 KK1393
 KK1393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1393'STATION IS 1.0 MILE SOUTH OF U.S. HIGHWAY 6, 1.0 MILE NORTH OF
 KK1393'MISSISSIPPI AVENUE, 0.7 MILE WEST OF SHERIDAN BOULEVARD, IN
 KK1393'LAKEWOOD AND ON STATE HIGHWAY RIGHT OF WAY.
 KK1393'
 KK1393'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 26,
 KK1393'(ALAMEDA AVENUE), AND STATE HIGHWAY 121, (WADSWORTH AVENUE)
 KK1393'IN LAKEWOOD, GO EAST ON ALAMEDA AVENUE FOR 0.85 MILE TO
 KK1393'THE STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE
 KK1393'STATION, GO EAST ON ALAMEDA AVENUE FOR 0.25 MILE TO THE
 KK1393'MARK ON THE RIGHT.
 KK1393'
 KK1393'STATION MARK, STAMPED---ALAMEDA 1977---, IS A STANDARD DISK,
 KK1393'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KK1393'THAT IS FLUSH WITH THE GROUND.  IT IS 66 FEET SOUTH OF THE
 KK1393'CENTER OF ALAMEDA AVENUE, 35 FEET NORTH OF A FENCE, 26 FEET
 KK1393'NORTH OF THE CENTER OF A MACADAM WALKWAY AND 25 FEET SOUTH-
 KK1393'SOUTHEAST OF A 12-INCH ELM TREE.  UNDERGROUND MARK IS A
 KK1393'STANDARD DISK SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 KK1393'42 INCHES BELOW THE GROUND SURFACE.
 KK1393'
 KK1393'REFERENCE MARK 1, STAMPED---ALAMEDA NO 1 1977---, IS A
 KK1393'STANDARD DISK, SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KK1393'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 10
 KK1393'FEET SOUTH OF THE WALKWAY AND 2 FEET NORTH OF THE FENCE.
 KK1393'
 KK1393'REFERENCE MARK 2, STAMPED---ALAMEDA NO 2 1977---, IS A
 KK1393'STANDARD DISK, SET IN THE TOP OF A 12-INCH CYLINDRICAL CON-
 KK1393'CRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 10
 KK1393'FEET SOUTH OF THE CENTER OF THE WALKWAY AND 2.2 FEET NORTH
 KK1393'OF THE FENCE.
 KK1393'
 KK1393'AZIMUTH MARK, STAMPED---ALAMEDA 1977---, IS A STANDARD DISK,
 KK1393'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KK1393'THAT IS FLUSH WITH THE GROUND.  IT IS 174 FEET WEST OF THE
 KK1393'EXTENDED CENTER LINE OF FENTON STREET, 40 FEET SOUTH OF THE
 KK1393'CENTER OF ALAMEDA AVENUE AND 19.8 FEET WEST-SOUTHWEST OF
 KK1393'A METAL LIGHT POLE.
 KK1393'
 KK1393'HEIGHT OF LIGHT ABOVE STATION WAS 26.4 METERS.
 KK1393'STEEL REINFORCEMENT RODS WERE SET AT ALL SURFACE MARKS.
 KK1393
 KK1393                          STATION RECOVERY (1984)
 KK1393
 KK1393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK1393'IN LAKEWOOD.
 KK1393'IN LAKEWOOD, AT THE INTERSECTION OF WEST ALAMEDA AVENUE AND LAMAR
 KK1393'STREET, 89.6 METERS (294.0 FT) EAST OF THE CENTER OF THE STREET,
 KK1393'52.3 METERS (171.6 FT) WEST OF THE CENTER OF A DRIVEWAY LEADING SOUTH
 KK1393'TO THE ROYAL FORK RESTAURANT, 15.4 METERS (50.5 FT) SOUTH OF THE
 KK1393'CENTERLINE OF THE EAST BOUND LANES OF THE AVENUE, 11.2 METERS
 KK1393'(36.7 FT) NORTH OF A BOARD FENCE, AND 7.8 METERS (25.6 FT) SOUTH OF A
 KK1393'12-INCH ELM TREE.
 KK1393'THE MARK IS 10.7 METERS  N FROM A WITNESS POST.
 KK1393'THE MARK IS 0.9 M BELOW THE AVENUE.
 KK1393
 KK1393                          STATION RECOVERY (1996)
 KK1393
 KK1393'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1996 (RSC)
 KK1393'THE STATION IS LOCATED IN THE CITY OF LAKEWOOD, IN THE NORTHWEST 1/4
 KK1393'OF SECTION 13, T 4 S, R 69 W.  OWNERSHIP--CITY OF LAKEWOOD
 KK1393'RIGHT-OF-WAY  TO REACH THE STATION FROM THE JUNCTION OF ALAMEDA AVENUE
 KK1393'(STATE HIGHWAY 26) AND WADSWORTH AVENUE (STATE HIGHWAY 121) IN
 KK1393'LAKEWOOD, GO EAST ON ALAMEDA AVENUE FOR 0.85 MI (1.37 KM) TO THE
 KK1393'STATION ON THE RIGHT  THE MARK IS A STANDARD DISK SET IN TOP OF A
 KK1393'12-INCH CONCRETE POST RECESSED 4 CM BELOW THE GROUND.  IT IS 88.9 M
 KK1393'(291.7 FT) EAST OF THE CENTER OF LAMAR STREET, 52.1 M (170.9 FT) WEST
 KK1393'FROM THE WEST ENTRANCE TO 6206 ALAMEDA AVENUE, 20.6 M (67.6 FT)
 KK1393'SOUTHWEST OF A LIGHT POLE, 16.1 M (52.8 FT) SOUTH FROM THE CENTER LINE
 KK1393'OF THE EAST BOUND LANES OF ALAMEDA AVENUE, 11.0 M (36.1 FT) NORTH FROM
 KK1393'THE WOODEN RIGHT-OF-WAY FENCE, 7.8 M (25.6 FT) SOUTH OF AN ELM TREE
 KK1393'CLOSE TO THE EDGE OF OIL ON ALAMEDA AVENUE AND ABOUT 0.6 M (2.0 FT)
 KK1393'LOWER THAN ALAMEDA AVENUE.
 KK1393
 KK1393                          STATION RECOVERY (2000)
 KK1393
 KK1393'RECOVERY NOTE BY CITY OF LAKEWOOD COLORADO 2000 (KM)
 KK1393'NEW DESCRIPTION--MARK IS 66' S OF CENTER OF ALAMEDA AV., 35' N OF A
 KK1393'BOARD FENCE, 172' W OF CENTER OF DRIVEWAY LEADING S TO MR PANDA
 KK1393'CHINESE BUFFET, AND 10' E OF A 4-INCH(IN 2000) PINE TREE.  NO WITNESS
 KK1393'POST IS PRESENT.
 KK1393
 KK1393                          STATION RECOVERY (2006)
 KK1393
 KK1393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (ASB)
 KK1393'NOTE. THE CITY OF LAKEWOOD HAS LANDSCAPED RECENTLY AND NEW TREES HAVE
 KK1393'BEEN PLANTED. THE MR. PANDA RESTURANT IN THE DISCRIPTION IS NOW THE
 KK1393'EAST CHINA BUFFET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1827 ***********************************************************************
 KK1827  DESIGNATION -  ALAMEDA AZ MK
 KK1827  PID         -  KK1827
 KK1827  STATE/COUNTY-  CO/JEFFERSON
 KK1827  USGS QUAD   -  FORT LOGAN (1994)
 KK1827
 KK1827                         *CURRENT SURVEY CONTROL
 KK1827  ___________________________________________________________________
 KK1827* NAD 83(1992)-  39 42 39.78969(N)    105 03 39.58660(W)     ADJUSTED  
 KK1827* NAVD 88     -      1659.0    (meters)    5443.     (feet)  VERTCON   
 KK1827  ___________________________________________________________________
 KK1827  LAPLACE CORR-         -11.96  (seconds)                    DEFLEC99
 KK1827  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 KK1827
 KK1827  HORZ ORDER  -  SECOND
 KK1827
 KK1827.The horizontal coordinates were established by classical geodetic methods
 KK1827.and adjusted by the National Geodetic Survey in January 1993..
 KK1827
 KK1827.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1827
 KK1827.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1827
 KK1827.The geoid height was determined by GEOID03.
 KK1827
 KK1827;                    North         East     Units Scale Factor Converg.
 KK1827;SPC CO C     -   513,338.674   952,047.155   MT  0.99999253   +0 16 36.8
 KK1827;SPC CO C     - 1,684,178.63  3,123,508.04   sFT  0.99999253   +0 16 36.8
 KK1827;UTM  13      - 4,395,689.473   494,771.497   MT  0.99960034   -0 02 20.3
 KK1827
 KK1827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1827!SPC CO C     -   0.99974241  x   0.99999253  =   0.99973494
 KK1827!UTM  13      -   0.99974241  x   0.99960034  =   0.99934285
 KK1827
 KK1827                          SUPERSEDED SURVEY CONTROL
 KK1827
 KK1827  NAD 83(1986)-  39 42 39.78607(N)    105 03 39.58475(W) AD(       ) 2
 KK1827  NAD 27      -  39 42 39.83232(N)    105 03 37.64133(W) AD(       ) 2
 KK1827  NGVD 29 (07/19/86) 1658.1    (m)         5440.     (f) VERT ANG       
 KK1827
 KK1827.Superseded values are not recommended for survey control.
 KK1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1827.See file dsdata.txt to determine how the superseded data were derived.
 KK1827
 KK1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9477195689(NAD 83)
 KK1827_MARKER: DZ = AZIMUTH MARK DISK
 KK1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK1827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1827+STABILITY: SURFACE MOTION
 KK1827
 KK1827  HISTORY     - Date     Condition        Report By
 KK1827  HISTORY     - 1977     MONUMENTED       NGS
 KK1827
 KK1827                          STATION DESCRIPTION
 KK1827
 KK1827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1827'STATION IS 1.0 MILE SOUTH OF U.S. HIGHWAY 6, 1 MILE NORTH
 KK1827'OF MISSISSIPPI AVENUE, 0.5 MILE WEST OF SHERIDAN BOULEVARD,
 KK1827'IN LAKEWOOD AND ON HIGHWAY RIGHT-OF-WAY.
 KK1827'
 KK1827'TO REACH THE STATION FROM THE JUNCTION OF SHERIDAN BOULEVARD
 KK1827'AND ALAMEDA AVENUE, GO WEST ON ALAMEDA AVENUE FOR 0.5 MILE
 KK1827'TO THE MARK ON THE LEFT.
 KK1827'
 KK1827'STATION MARK, STAMPED---ALAMEDA 1977---, IS A STANDARD AZIMUTH
 KK1827'MARK DISK, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KK1827'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 174 FEET WEST
 KK1827'OF THE EXTENDED CENTER LINE OF FENTON STREET, 40 FEET SOUTH OF
 KK1827'THE CENTER OF ALAMEDA AVENUE AND 19.8 FEET WEST-SOUTHWEST OF
 KK1827'A METAL LIGHT POLE.
 KK1827'
 KK1827'HEIGHT OF LIGHT ABOVE MARK WAS 1.0 METER.
 KK1827'A STEEL REINFORCEMENT ROD WAS SET AT THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0537 ***********************************************************************
 HK0537  DESIGNATION -  ALAMOSA ADAMS STA NOR SCH STPL
 HK0537  PID         -  HK0537
 HK0537  STATE/COUNTY-  CO/ALAMOSA
 HK0537  USGS QUAD   -  ALAMOSA WEST (1966)
 HK0537
 HK0537                         *CURRENT SURVEY CONTROL
 HK0537  ___________________________________________________________________
 HK0537* NAD 83(1992)-  37 28 13.33036(N)    105 52 48.09852(W)     ADJUSTED  
 HK0537* NAVD 88     -                                                        
 HK0537  ___________________________________________________________________
 HK0537  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 HK0537  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 HK0537
 HK0537  HORZ ORDER  -  THIRD
 HK0537
 HK0537.The horizontal coordinates were established by classical geodetic methods
 HK0537.and adjusted by the National Geodetic Survey in January 1993..
 HK0537
 HK0537
 HK0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0537
 HK0537.The geoid height was determined by GEOID03.
 HK0537
 HK0537;                    North         East     Units Scale Factor Converg.
 HK0537;SPC CO S     -   394,066.831   880,785.721   MT  0.99996544   -0 13 59.2
 HK0537;SPC CO S     - 1,292,867.59  2,889,711.15   sFT  0.99996544   -0 13 59.2
 HK0537;UTM  13      - 4,147,417.643   422,182.787   MT  0.99967459   -0 32 07.4
 HK0537
 HK0537                          SUPERSEDED SURVEY CONTROL
 HK0537
 HK0537  NAD 83(1986)-  37 28 13.33163(N)    105 52 48.10948(W) AD(       ) 4
 HK0537  NAD 27      -  37 28 13.32200(N)    105 52 46.03900(W) AD(       ) 3
 HK0537
 HK0537.Superseded values are not recommended for survey control.
 HK0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0537.See file dsdata.txt to determine how the superseded data were derived.
 HK0537
 HK0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB2218347418(NAD 83)
 HK0537
 HK0537  HISTORY     - Date     Condition        Report By
 HK0537  HISTORY     - 1935     FIRST OBSERVED   CGS
 HK0537  HISTORY     - 1964     GOOD             CGS
 HK0537  HISTORY     - 19980614 GOOD             USPSQD
 HK0537
 HK0537                          STATION DESCRIPTION
 HK0537
 HK0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JJC)
 HK0537'NO PREVIOUS DESCRIPTION AVAILABLE.
 HK0537'
 HK0537'THE STATION IS A WHITE CUPOLA LOCATED ON THE TOP CENTER OF
 HK0537'THE ADMINISTRATION BUILDING OF THE ADAMS STATE COLLEGE WHICH
 HK0537'IS LOCATED NEAR TO THE WEST SIDE OF THE TOWN OF ALAMOSA,
 HK0537'COLORADO.
 HK0537
 HK0537                          STATION RECOVERY (1998)
 HK0537
 HK0537'RECOVERY NOTE BY US POWER SQUADRON 1998
 HK0537'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0536 ***********************************************************************
 HK0536  DESIGNATION -  ALAMOSA HIGH SCHOOL BRICK CHIM
 HK0536  PID         -  HK0536
 HK0536  STATE/COUNTY-  CO/ALAMOSA
 HK0536  USGS QUAD   -  ALAMOSA WEST (1966)
 HK0536
 HK0536                         *CURRENT SURVEY CONTROL
 HK0536  ___________________________________________________________________
 HK0536* NAD 83(1992)-  37 28 07.58367(N)    105 52 36.47170(W)     ADJUSTED  
 HK0536* NAVD 88     -                                                        
 HK0536  ___________________________________________________________________
 HK0536  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 HK0536  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 HK0536
 HK0536  HORZ ORDER  -  THIRD
 HK0536
 HK0536.The horizontal coordinates were established by classical geodetic methods
 HK0536.and adjusted by the National Geodetic Survey in January 1993..
 HK0536
 HK0536
 HK0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0536
 HK0536.The geoid height was determined by GEOID03.
 HK0536
 HK0536;                    North         East     Units Scale Factor Converg.
 HK0536;SPC CO S     -   393,888.514   881,070.692   MT  0.99996561   -0 13 52.0
 HK0536;SPC CO S     - 1,292,282.57  2,890,646.10   sFT  0.99996561   -0 13 52.0
 HK0536;UTM  13      - 4,147,237.877   422,466.730   MT  0.99967405   -0 32 00.3
 HK0536
 HK0536                          SUPERSEDED SURVEY CONTROL
 HK0536
 HK0536  NAD 83(1986)-  37 28 07.58496(N)    105 52 36.48258(W) AD(       ) 4
 HK0536  NAD 27      -  37 28 07.57600(N)    105 52 34.41200(W) AD(       ) 3
 HK0536
 HK0536.Superseded values are not recommended for survey control.
 HK0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0536.See file dsdata.txt to determine how the superseded data were derived.
 HK0536
 HK0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB2246747238(NAD 83)
 HK0536_MARKER: 85 = CHIMNEY
 HK0536
 HK0536  HISTORY     - Date     Condition        Report By
 HK0536  HISTORY     - 1935     FIRST OBSERVED   CGS
 HK0536  HISTORY     - 1964     GOOD             CGS
 HK0536  HISTORY     - 19980614 GOOD             USPSQD
 HK0536
 HK0536                          STATION DESCRIPTION
 HK0536
 HK0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JJC)
 HK0536'NO PREVIOUS DESCRIPTION AVAILABLE.
 HK0536'
 HK0536'THE STATION IS A SQUARE YELLOW BRICK CHIMNEY LOCATED ON
 HK0536'THE TOP OF THE ALAMOSA HIGH SCHOOL AND IS ABOUT 20 FEET
 HK0536'EAST OF THE WEST EDGE OF THE BUILDING AND ABOUT 100 FEET SOUTH
 HK0536'OF THE NORTH END OF THE BUILDING.
 HK0536
 HK0536                          STATION RECOVERY (1998)
 HK0536
 HK0536'RECOVERY NOTE BY US POWER SQUADRON 1998
 HK0536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0535 ***********************************************************************
 HK0535  DESIGNATION -  ALAMOSA MUNICIPAL TANK
 HK0535  PID         -  HK0535
 HK0535  STATE/COUNTY-  CO/ALAMOSA
 HK0535  USGS QUAD   -  ALAMOSA EAST (1966)
 HK0535
 HK0535                         *CURRENT SURVEY CONTROL
 HK0535  ___________________________________________________________________
 HK0535* NAD 83(1992)-  37 27 54.91210(N)    105 52 13.88272(W)     ADJUSTED  
 HK0535* NAVD 88     -                                                        
 HK0535  ___________________________________________________________________
 HK0535  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 HK0535  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 HK0535
 HK0535  HORZ ORDER  -  THIRD
 HK0535
 HK0535.The horizontal coordinates were established by classical geodetic methods
 HK0535.and adjusted by the National Geodetic Survey in January 1993..
 HK0535
 HK0535
 HK0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0535
 HK0535.The geoid height was determined by GEOID03.
 HK0535
 HK0535;                    North         East     Units Scale Factor Converg.
 HK0535;SPC CO S     -   393,495.651   881,624.195   MT  0.99996600   -0 13 38.2
 HK0535;SPC CO S     - 1,290,993.65  2,892,462.05   sFT  0.99996600   -0 13 38.2
 HK0535;UTM  13      - 4,146,842.215   423,017.991   MT  0.99967300   -0 31 46.4
 HK0535
 HK0535                          SUPERSEDED SURVEY CONTROL
 HK0535
 HK0535  NAD 83(1986)-  37 27 54.91272(N)    105 52 13.89133(W) AD(       ) 4
 HK0535  NAD 27      -  37 27 54.90700(N)    105 52 11.83700(W) AD(       ) 3
 HK0535
 HK0535.Superseded values are not recommended for survey control.
 HK0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0535.See file dsdata.txt to determine how the superseded data were derived.
 HK0535
 HK0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB2301846842(NAD 83)
 HK0535_MARKER: 53 = ELEVATED TANK
 HK0535
 HK0535  HISTORY     - Date     Condition        Report By
 HK0535  HISTORY     - 1935     FIRST OBSERVED   CGS
 HK0535  HISTORY     - 1948     GOOD             CGS
 HK0535  HISTORY     - 1964     GOOD             CGS
 HK0535  HISTORY     - 1973     GOOD             NGS
 HK0535  HISTORY     - 19980614 GOOD             USPSQD
 HK0535
 HK0535                          STATION DESCRIPTION
 HK0535
 HK0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1948 (HJB)
 HK0535'STATION NOT DESCRIBED WHEN ESTABLISHED.  DESCRIPTION FOLLOWS--
 HK0535'
 HK0535'THE SILVER ELEVATED STEEL WATER TANK OF THE ALAMOSA CITY
 HK0535'WATER WORKS.  IT IS LOCATED ON THE S SIDE OF THE RAILROAD
 HK0535'TRACKS AND JUST W OF ROSS AVENUE.  THE OBJECT OBSERVED UPON
 HK0535'WAS THE FINIAL.
 HK0535
 HK0535                          STATION RECOVERY (1964)
 HK0535
 HK0535'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JJC)
 HK0535'THE STATION WAS RECOVERED AS DESCRIBED BY H.J.B. 1948 AND
 HK0535'FOUND TO BE IN GOOD CONDITION.
 HK0535
 HK0535                          STATION RECOVERY (1973)
 HK0535
 HK0535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PDC)
 HK0535'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 HK0535
 HK0535                          STATION RECOVERY (1998)
 HK0535
 HK0535'RECOVERY NOTE BY US POWER SQUADRON 1998
 HK0535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0302 ***********************************************************************
 HJ0302  DESIGNATION -  ALBANY
 HJ0302  PID         -  HJ0302
 HJ0302  STATE/COUNTY-  CO/PROWERS
 HJ0302  USGS QUAD   -  BARREL SPRING (1968)
 HJ0302
 HJ0302                         *CURRENT SURVEY CONTROL
 HJ0302  ___________________________________________________________________
 HJ0302* NAD 83(1992)-  37 45 09.53454(N)    102 23 01.18180(W)     ADJUSTED  
 HJ0302* NAVD 88     -      1241.5    (meters)    4073.     (feet)  VERTCON   
 HJ0302  ___________________________________________________________________
 HJ0302  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 HJ0302  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 HJ0302
 HJ0302  HORZ ORDER  -  SECOND
 HJ0302
 HJ0302.The horizontal coordinates were established by classical geodetic methods
 HJ0302.and adjusted by the National Geodetic Survey in November 1994..
 HJ0302
 HJ0302.The NAVD 88 height was computed by applying the VERTCON shift value to
 HJ0302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HJ0302
 HJ0302.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0302
 HJ0302.The geoid height was determined by GEOID03.
 HJ0302
 HJ0302;                    North         East     Units Scale Factor Converg.
 HJ0302;SPC CO S     -   429,907.357 1,188,968.643   MT  0.99994641   +1 54 41.4
 HJ0302;SPC CO S     - 1,410,454.39  3,900,807.96   sFT  0.99994641   +1 54 41.4
 HJ0302;UTM  13      - 4,181,594.799   730,497.159   MT  1.00025444   +1 36 09.2
 HJ0302
 HJ0302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0302!SPC CO S     -   0.99980890  x   0.99994641  =   0.99975532
 HJ0302!UTM  13      -   0.99980890  x   1.00025444  =   1.00006329
 HJ0302
 HJ0302|---------------------------------------------------------------------|
 HJ0302| PID    Reference Object                     Distance      Geod. Az  |
 HJ0302|                                                           dddmmss.s |
 HJ0302| CM7364 ALBANY RM 3                          31.728 METERS 11536     |
 HJ0302| CM7363 ALBANY RM 2                          14.638 METERS 19153     |
 HJ0302| CM7362 ALBANY RM 1                          21.544 METERS 35110     |
 HJ0302| CM7361 ALBANY AZ MK                                       3595411.2 |
 HJ0302|---------------------------------------------------------------------|
 HJ0302
 HJ0302                          SUPERSEDED SURVEY CONTROL
 HJ0302
 HJ0302  NAD 83(1992)-  37 45 09.53447(N)    102 23 01.18117(W) AD(       ) 2
 HJ0302  NAD 83(1986)-  37 45 09.53338(N)    102 23 01.17409(W) AD(       ) 2
 HJ0302  NAD 27      -  37 45 09.49638(N)    102 22 59.49506(W) AD(       ) 2
 HJ0302  NGVD 29 (07/19/86) 1241.0    (m)         4072.     (f) VERT ANG       
 HJ0302
 HJ0302.Superseded values are not recommended for survey control.
 HJ0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0302.See file dsdata.txt to determine how the superseded data were derived.
 HJ0302
 HJ0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB3049781595(NAD 83)
 HJ0302_MARKER: DS = TRIANGULATION STATION DISK
 HJ0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0302
 HJ0302  HISTORY     - Date     Condition        Report By
 HJ0302  HISTORY     - 1953     MONUMENTED       CGS
 HJ0302
 HJ0302                          STATION DESCRIPTION
 HJ0302
 HJ0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HJ0302'STATION IS LOCATED AT THE TOP OF A GRADE IN THE RIGHT-OF-WAY
 HJ0302'OF STATE HIGHWAY 51, JUST WEST OF THE ENTRANCE TO MR. EARL
 HJ0302'WILLIAMS FARM HOME.  IT IS ABOUT 22 MILES, AIRLINE, SOUTH SOUTHWEST
 HJ0302'OF GRANADA, 13 MILES, AIRLINE, NORTH OF TWO BUTTES, AND 19
 HJ0302'MILES, AIRLINE, NORTHWEST OF LYCAN.
 HJ0302'
 HJ0302'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE, IN
 HJ0302'GRANADA, GO EAST ON U.S. HIGHWAY 50 FOR 0.05 MILE TO THE
 HJ0302'JUNCTION OF STATE HIGHWAY 51.  TURN RIGHT, AND GO SOUTH ON
 HJ0302'STATE HIGHWAY 51 FOR 24.4 MILES TO THE TOP OF A LOW RISE AND
 HJ0302'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH, ON STATE
 HJ0302'HIGHWAY 51 FOR 1.3 TO TOP OF GRADE, AND STATION ON THE
 HJ0302'WEST SIDE OF ROAD.
 HJ0302'
 HJ0302'STATION, STAMPED ALBANY 1953, IS A STANDARD USC AND GS BRONZE
 HJ0302'DISK SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 HJ0302'THAT PROJECTS 4 INCHES.  IT IS 45.0 FEET WEST OF THE CENTER
 HJ0302'LINE OF HIGHWAY AND 10 FEET EAST OF FENCE LINE.
 HJ0302'
 HJ0302'R.M. 1, STAMPED ALBANY NO 1 1953, IS A STANDARD USC AND GS
 HJ0302'REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE
 HJ0302'MONUMENT THAT PROJECTS ABOUT 4 INCHES AND IS ABOUT THE SAME
 HJ0302'ELEVATION AS THE STATION.  IT IS 56.0 FEET WEST OF THE CENTER
 HJ0302'LINE OF HIGHWAY, 1.0 FOOT WEST OF FENCE LINE AND 2.0 FEET
 HJ0302'SOUTH OF FENCE CORNER.
 HJ0302'
 HJ0302'R.M. 2, STAMPED ALBANY NO 2 1953, IS A STANDARD USC AND GS
 HJ0302'REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE
 HJ0302'MONUMENT THAT PROJECTS ABOUT 4 INCHES AND IS ABOUT THE SAME
 HJ0302'ELEVATION AS THE STATION.  IT IS 56.0 FEET WEST OF THE CENTER
 HJ0302'LINE OF HIGHWAY AND 1 FOOT WEST OF FENCE LINE.
 HJ0302'
 HJ0302'R.M. 3, STAMPED ALBANY NO 3 1953, IS A STANDARD USC AND GS
 HJ0302'REFERENCE MARK DISK SET IN THE TOP OF A 10-INCH-SQUARE-CONCRETE
 HJ0302'MONUMENT THAT PROJECTS ABOUT 4 INCHES AND IS ABOUT THE SAME
 HJ0302'ELEVATION AS THE STATION.  IT IS 52.0 FEET EAST OF THE CENTER
 HJ0302'LINE OF HIGHWAY, 93.0 FEET NORTH OF THE NORTH GATE POST OF
 HJ0302'ENTRANCE TO MR. EARL WILLIAMS HOME, AND 1.0 FOOT WEST OF FENCE
 HJ0302'LINE.
 HJ0302'
 HJ0302'AZIMUTH MARK, STAMPED ALBANY 1953, IS A STANDARD USC AND GS
 HJ0302'BRONZE DISK SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE
 HJ0302'MONUMENT THAT PROJECTS ABOUT 4 INCHES.  IT IS 51.0 FEET WEST
 HJ0302'OF THE CENTER LINE OF HIGHWAY AND 1.0 FOOT EAST OF FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3122 ***********************************************************************
 AA3122  DESIGNATION -  ALDO
 AA3122  PID         -  AA3122
 AA3122  STATE/COUNTY-  CO/LAS ANIMAS
 AA3122  USGS QUAD   -  VIGIL (1971)
 AA3122
 AA3122                         *CURRENT SURVEY CONTROL
 AA3122  ___________________________________________________________________
 AA3122* NAD 83(1992)-  37 09 03.33227(N)    104 54 43.95717(W)     ADJUSTED  
 AA3122* NAVD 88     -      2179.8    (meters)    7152.     (feet)  GPS OBS   
 AA3122  ___________________________________________________________________
 AA3122  X           -  -1,310,270.728 (meters)                     COMP
 AA3122  Y           -  -4,920,139.500 (meters)                     COMP
 AA3122  Z           -   3,832,062.524 (meters)                     COMP
 AA3122  LAPLACE CORR-         -10.01  (seconds)                    DEFLEC99
 AA3122  ELLIP HEIGHT-        2162.29  (meters)          (12/03/02) GPS OBS
 AA3122  GEOID HEIGHT-         -17.52  (meters)                     GEOID03
 AA3122
 AA3122  HORZ ORDER  -  FIRST
 AA3122  ELLP ORDER  -  FOURTH    CLASS II
 AA3122
 AA3122.The horizontal coordinates were established by GPS observations
 AA3122.and adjusted by the National Geodetic Survey in December 1994..
 AA3122
 AA3122.The orthometric height was determined by GPS observations and a
 AA3122.high-resolution geoid model.
 AA3122
 AA3122.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3122
 AA3122.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3122
 AA3122.The ellipsoidal height was determined by GPS observations
 AA3122.and is referenced to NAD 83.
 AA3122
 AA3122.The geoid height was determined by GEOID03.
 AA3122
 AA3122;                    North         East     Units Scale Factor Converg.
 AA3122;SPC CO S     -   358,710.165   966,618.869   MT  1.00001598   +0 21 37.9
 AA3122;SPC CO S     - 1,176,868.27  3,171,315.41   sFT  1.00001598   +0 21 37.9
 AA3122;UTM  13      - 4,111,618.862   507,795.715   MT  0.99960075   +0 03 10.9
 AA3122
 AA3122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3122!SPC CO S     -   0.99966079  x   1.00001598  =   0.99967676
 AA3122!UTM  13      -   0.99966079  x   0.99960075  =   0.99926167
 AA3122
 AA3122                          SUPERSEDED SURVEY CONTROL
 AA3122
 AA3122  ELLIP H (12/30/94) 2162.29   (m)                       GP(       ) 3 1
 AA3122
 AA3122.Superseded values are not recommended for survey control.
 AA3122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3122.See file dsdata.txt to determine how the superseded data were derived.
 AA3122
 AA3122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB0779611619(NAD 83)
 AA3122_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3122_STAMPING: ALDO 1994
 AA3122_MARK LOGO: NGS   
 AA3122_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3122+STABILITY: SURFACE MOTION
 AA3122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3122+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2005
 AA3122
 AA3122  HISTORY     - Date     Condition        Report By
 AA3122  HISTORY     - 1994     MONUMENTED       NGS
 AA3122  HISTORY     - 20051018 GOOD             INDIV
 AA3122
 AA3122                          STATION DESCRIPTION
 AA3122
 AA3122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RSC)
 AA3122'THE STATION IS LOCATED ABOUT 3.9 MI (6.3 KM) WEST-NORTHWEST OF WESTON,
 AA3122'1.7 MI (2.7 KM) EAST-SOUTHEAST OF VIGIL AND 0.5 MI (0.8 KM)
 AA3122'EAST-SOUTHEAST OF ZAMORA, IN THE SOUTHWEST 1/4 OF SECTION 20, T 33S, R
 AA3122'67 W, AT STATE HIGHWAY 12 MILEPOST 44.7.  OWNERSHIP--COLORADO DEPT. OF
 AA3122'TRANSPORTATION RIGHT-OF-WAY. TO REACH THE STATION FROM THE
 AA3122'INTERSECTION IN WESTON, GO WEST ON STATE HIGHWAY 12 FOR 4.2 MI (6.8
 AA3122'KM) TO THE STATION ON THE LEFT WHICH IS THE FIRST ROAD APPROACH WEST
 AA3122'OF THE ENTRANCE TO THE GOLDEN EAGLE MINE. THE DISK IS A STANDARD DISK
 AA3122'SET INTO THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  IT IS 26.5
 AA3122'M (86.9 FT) EAST OF A GATE INTO A PRIVATE RESIDENCE, 18.9 M (62.0 FT)
 AA3122'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 12, 1.1 M (3.6 FT) WEST OF A
 AA3122'WITNESS POST AND 0.9 M (3.0 FT) NORTH OF THE RIGHT-OF-WAY FENCE.
 AA3122
 AA3122                          STATION RECOVERY (2005)
 AA3122
 AA3122'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (TW)
 AA3122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0678 ***********************************************************************
 JL0678  DESIGNATION -  ALEXANDER
 JL0678  PID         -  JL0678
 JL0678  STATE/COUNTY-  CO/SAGUACHE
 JL0678  USGS QUAD   -  SAGUACHE (1967)
 JL0678
 JL0678                         *CURRENT SURVEY CONTROL
 JL0678  ___________________________________________________________________
 JL0678* NAD 83(1992)-  38 00 24.19609(N)    106 14 40.34969(W)     ADJUSTED  
 JL0678* NAVD 88     -      2951.6    (meters)    9684.     (feet)  VERTCON   
 JL0678  ___________________________________________________________________
 JL0678  LAPLACE CORR-          -7.54  (seconds)                    DEFLEC99
 JL0678  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 JL0678
 JL0678  HORZ ORDER  -  FIRST
 JL0678
 JL0678.The horizontal coordinates were established by classical geodetic methods
 JL0678.and adjusted by the National Geodetic Survey in January 1993..
 JL0678
 JL0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0678
 JL0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0678
 JL0678.The geoid height was determined by GEOID03.
 JL0678
 JL0678;                    North         East     Units Scale Factor Converg.
 JL0678;SPC CO S     -   453,786.568   849,016.846   MT  0.99994992   -0 27 24.1
 JL0678;SPC CO S     - 1,488,798.10  2,785,482.77   sFT  0.99994992   -0 27 24.1
 JL0678;UTM  13      - 4,207,291.483   390,740.449   MT  0.99974703   -0 45 59.1
 JL0678
 JL0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0678!SPC CO S     -   0.99953949  x   0.99994992  =   0.99948944
 JL0678!UTM  13      -   0.99953949  x   0.99974703  =   0.99928664
 JL0678
 JL0678|---------------------------------------------------------------------|
 JL0678| PID    Reference Object                     Distance      Geod. Az  |
 JL0678|                                                           dddmmss.s |
 JL0678| CM6841 ALEXANDER RM 1                       11.135 METERS 01101     |
 JL0678| CM6840 ALEXANDER AZ MK                                    0464659.6 |
 JL0678| CM6842 ALEXANDER RM 2                       15.265 METERS 26902     |
 JL0678|---------------------------------------------------------------------|
 JL0678
 JL0678                          SUPERSEDED SURVEY CONTROL
 JL0678
 JL0678  NAD 83(1986)-  38 00 24.19277(N)    106 14 40.35891(W) AD(       ) 1
 JL0678  NAD 27      -  38 00 24.19100(N)    106 14 38.25700(W) AD(       ) 1
 JL0678  NGVD 29 (07/19/86) 2950.1    (m)         9679.     (f) VERT ANG       
 JL0678
 JL0678.Superseded values are not recommended for survey control.
 JL0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0678.See file dsdata.txt to determine how the superseded data were derived.
 JL0678
 JL0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC9074007291(NAD 83)
 JL0678_MARKER: DS = TRIANGULATION STATION DISK
 JL0678_SETTING: 66 = SET IN ROCK OUTCROP
 JL0678
 JL0678  HISTORY     - Date     Condition        Report By
 JL0678  HISTORY     - 1935     MONUMENTED       CGS
 JL0678  HISTORY     - 1962     GOOD             USGS
 JL0678  HISTORY     - 1967     GOOD             USGS
 JL0678
 JL0678                          STATION DESCRIPTION
 JL0678
 JL0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 JL0678'STATION IS LOCATED ABOUT 6 MILES S AND 6 MILES W OF SAGUACHE
 JL0678'AND IS ON A HIGH BARE-TOPPED E SPUR OF THE MOUNTAIN RANGE TO
 JL0678'THE W.  IT IS ON THE FIRST HIGH POINT E OF TRACY MOUNT.  THE
 JL0678'STATION IS IN SEC. 6, T 43 N, R 7 E.
 JL0678'
 JL0678'THE STATION MARK IS ON THE FIRST RIDGE S OF ALEXANDERS RANCH ON
 JL0678'TRACY CREEK.  IT IS ON THE HIGHEST POINT OF THE RIDGE.
 JL0678'
 JL0678'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 JL0678'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 JL0678'
 JL0678'REFERENCE MARK NO. 1 IS N OF THE STATION.
 JL0678'
 JL0678'REFERENCE MARK NO. 2 IS WSW OF THE STATION.
 JL0678'
 JL0678'AZIMUTH MARK IS NE OF THE STATION.  IT IS ON THE HIGHEST POINT
 JL0678'OF A SMALL KNOLL ON THE STATION RIDGE.
 JL0678'
 JL0678'TO REACH THE STATION FROM THE JUNCTION OF COLORADO HIGHWAYS
 JL0678'15 AND 114, IN SAGUACHE, GO S ON HIGHWAY 15, 3.7 MILES TO A
 JL0678'CROSS ROAD, GRADED TO THE E.  HERE LEAVE HIGHWAY, TURN RIGHT
 JL0678'AND GO W 100 YARDS TO FORK.  TAKE THE RIGHT FORK W AND SW 0.4
 JL0678'MILE TO A ROAD THAT COMES IN FROM THE RIGHT.  CONTINUE STRAIGHT
 JL0678'AHEAD 0.4 MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE
 JL0678'SOUTHWESTERLY 1.3 MILES TO ANGLING CROSS ROAD.  TAKE MAIN RIGHT
 JL0678'FORK SW AND W 0.8 MILE TO A ROAD THAT COMES IN FROM THE LEFT.
 JL0678'KEEP STRAIGHT AHEAD NORTHWESTERLY 0.1 MILE TO A FORK.  TAKE
 JL0678'THE LEFT FORK W TO AN ANGLING CROSS ROAD 0.1 MILE.  KEEP
 JL0678'STRAIGHT AHEAD W AND NW UP CANYON ON LEFT SIDE OF CREEK BED
 JL0678'2.6 MILES TO A PIPE CROSSING UNDER THE ROAD AND A LOG CABIN
 JL0678'ON THE RIGHT SIDE OF THE ROAD (PASSING A TIN SIGN ON THE LEFT
 JL0678'SIDE OF THE ROAD AT 1.5 MILES).  HERE LEAVE MAIN ROAD, TURN
 JL0678'LEFT ON VERY DIM ROAD AND GO UP CANYON 1.2 MILES TO THE END
 JL0678'OF TRUCK TRAVEL.  FROM THIS POINT PACK SE UP CANYON TO SADDLE
 JL0678'AND THEN SW ALONG RIDGE TO HIGHEST POINT AND STATION.  ABOUT
 JL0678'A 35-MINUTE PACK.  NOTE--A 1 1/2-TON TRUCK LOADED ONLY WITH
 JL0678'THE OBSERVING EQUIPMENT WAS DRIVEN UP CANYON TO SADDLE AND
 JL0678'THENCE ALONG THE RIDGE TO THE STATION.  HOWEVER, THE PULL
 JL0678'UP TO THE SADDLE IS VERY STEEP AND ROCKY AND UNLESS THE TRUCK
 JL0678'IS IN EXCELLENT CONDITION THE DRIVE SHOULD NOT BE
 JL0678'ATTEMPTED.
 JL0678'
 JL0678'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 JL0678
 JL0678                          STATION RECOVERY (1962)
 JL0678
 JL0678'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 JL0678'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JL0678'
 JL0678'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES S
 JL0678'AND 6 MILES W OF SAGUACHE, COLO.
 JL0678
 JL0678                          STATION RECOVERY (1967)
 JL0678
 JL0678'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (JHM)
 JL0678'GO 6.3 MILES SOUTH ON U.S. HWY. 285 FROM JCT. OF U.S. HWY. 285
 JL0678'AND STATE HWY. 114 AT SAGUACHE, SAGUACHE COUNTY, TO JCT. OF SWEDE
 JL0678'CORNERS, THENCE 6.05 MILES WEST ON GRAVEL ROAD TOWARDS ALEXANDERS
 JL0678'GUEST RANCH, TO 4 WD ROAD SOUTH, THENCE 2.2 MILES ON 4 WD ROAD
 JL0678'SOUTH IN DRAIN AND WEST ON RIDGE TO TOP OF MTN. AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0374 ***********************************************************************
 HJ0374  DESIGNATION -  ALEXANDER
 HJ0374  PID         -  HJ0374
 HJ0374  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0374  USGS QUAD   -  PLUG HAT RANCH (1971)
 HJ0374
 HJ0374                         *CURRENT SURVEY CONTROL
 HJ0374  ___________________________________________________________________
 HJ0374* NAD 83(1992)-  37 32 07.81955(N)    103 08 22.47467(W)     ADJUSTED  
 HJ0374* NAVD 88     -      1553.3    (meters)    5096.     (feet)  VERTCON   
 HJ0374  ___________________________________________________________________
 HJ0374  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 HJ0374  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 HJ0374
 HJ0374  HORZ ORDER  -  FIRST
 HJ0374
 HJ0374.The horizontal coordinates were established by classical geodetic methods
 HJ0374.and adjusted by the National Geodetic Survey in January 1993..
 HJ0374
 HJ0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 HJ0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HJ0374
 HJ0374.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0374
 HJ0374.The geoid height was determined by GEOID03.
 HJ0374
 HJ0374;                    North         East     Units Scale Factor Converg.
 HJ0374;SPC CO S     -   403,863.058 1,122,993.701   MT  0.99995891   +1 26 52.2
 HJ0374;SPC CO S     - 1,325,007.38  3,684,355.17   sFT  0.99995891   +1 26 52.2
 HJ0374;UTM  13      - 4,155,906.617   664,372.609   MT  0.99993281   +1 08 01.4
 HJ0374
 HJ0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0374!SPC CO S     -   0.99975973  x   0.99995891  =   0.99971865
 HJ0374!UTM  13      -   0.99975973  x   0.99993281  =   0.99969255
 HJ0374
 HJ0374|---------------------------------------------------------------------|
 HJ0374| PID    Reference Object                     Distance      Geod. Az  |
 HJ0374|                                                           dddmmss.s |
 HJ0374| CM8254 ALEXANDER RM 2                       27.309 METERS 09619     |
 HJ0374| CM7365 ALEXANDER AZ MK                                    3135508.1 |
 HJ0374| CM8253 ALEXANDER RM 1                       14.248 METERS 35202     |
 HJ0374|---------------------------------------------------------------------|
 HJ0374
 HJ0374                          SUPERSEDED SURVEY CONTROL
 HJ0374
 HJ0374  NAD 83(1986)-  37 32 07.81215(N)    103 08 22.46255(W) AD(       ) 1
 HJ0374  NAD 27      -  37 32 07.76291(N)    103 08 20.70894(W) AD(       ) 1
 HJ0374  NGVD 29 (07/19/86) 1552.6    (m)         5094.     (f) VERT ANG       
 HJ0374
 HJ0374.Superseded values are not recommended for survey control.
 HJ0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0374.See file dsdata.txt to determine how the superseded data were derived.
 HJ0374
 HJ0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB6437355907(NAD 83)
 HJ0374_MARKER: DS = TRIANGULATION STATION DISK
 HJ0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0374
 HJ0374  HISTORY     - Date     Condition        Report By
 HJ0374  HISTORY     - 1922     MONUMENTED       CGS
 HJ0374  HISTORY     - 1937     GOOD             CGS
 HJ0374  HISTORY     - 1953     GOOD             CGS
 HJ0374  HISTORY     - 1962     GOOD             CGS
 HJ0374
 HJ0374                          STATION DESCRIPTION
 HJ0374
 HJ0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 HJ0374'ABOUT 40 MILES SOUTHEAST OF LAS ANIMAS, 15 MILES WEST OF
 HJ0374'SOUTH OF RULE POST OFFICE, 4 MILES NORTHEAST OF JAMES MURRAYS
 HJ0374'SHEEP RANCH, 3 MILES SOUTHEAST OF FLUES POST OFFICE, AND 30
 HJ0374'METERS SOUTH OF THE INTERSECTION OF THE ROAD LEADING SOUTH
 HJ0374'FROM ALEXANDER HILL AND THE MESA ROAD LEADING EAST AND WEST ALONG
 HJ0374'THE RIDGE.  STATION MARK IS DISK SET AS DESCRIBED.
 HJ0374'UNDERGROUND MARK IS DISK SET.
 HJ0374'REFERENCE MARKS ARE DISKS, SET AS DESCRIBED, AT
 HJ0374'THE FOLLOWING DISTANCES AND BEARINGS FROM THE
 HJ0374'STATION--NO. 1, 19.78 METERS (64.9 FEET),
 HJ0374'NO 2 26.86 METERS (88.1 FEET).
 HJ0374
 HJ0374                          STATION RECOVERY (1937)
 HJ0374
 HJ0374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 HJ0374'ALL MARKS FOUND IN GOOD CONDITION.
 HJ0374
 HJ0374                          STATION RECOVERY (1953)
 HJ0374
 HJ0374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HJ0374'THE STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND TO
 HJ0374'BE IN GOOD CONDITION.  AN AZIMUTH MARK HAS BEEN ESTABLISHED
 HJ0374'AND IS DESCRIBED BELOW.  A COMPLETE DESCRIPTION FOLLOWS--
 HJ0374'
 HJ0374'THE STATION IS LOCATED ON THE TOP OF A MESA COVERED WITH
 HJ0374'SCATTERED CEDAR TREES, ABOUT 37 MILES AIRLINE SOUTH OF LAS
 HJ0374'ANIMAS, ABOUT 22 MILES AIRLINE NORTHWEST OF PRITCHETT, AND
 HJ0374'ABOUT 31 MILES AIRLINE WEST-NORTHWEST OF SPRINGFIELD.
 HJ0374'
 HJ0374'TO REACH THE STATION FROM THE BACA COUNTY COURTHOUSE IN
 HJ0374'SPRINGFIELD GO NORTH ON U.S. HIGHWAY 287 FOR 10.8 MILES TO A
 HJ0374'JUNCTION WITH STATE ROAD 116 ON THE RIGHT AND A GRAVELED
 HJ0374'ROAD ON THE LEFT.  TURN LEFT, WEST, AND GO 12.8 MILES TO A
 HJ0374'CROSS ROAD.  TURN RIGHT AND GO NORTH AND WEST 6.9 MILES
 HJ0374'TO A CROSS ROAD.  KEEP STRAIGHT AHEAD, WEST, AND GO 0.7 MILE
 HJ0374'TO A T-ROAD.  TURN RIGHT ONTO STATE ROAD 101 AND GO NORTHWEST
 HJ0374'0.4 MILE TO A SIDE ROAD ON THE LEFT.  TURN SHARP LEFT,
 HJ0374'CROSSING A CATTLE GUARD AND GO SOUTH 2.8 MILES TO A FORK.
 HJ0374'TURN RIGHT, WEST, AND GO 4.9 MILES TO A FORK.  TURN LEFT AND
 HJ0374'GO SOUTH AND WEST 2.7 MILES TO A T-ROAD.  TURN RIGHT AND GO
 HJ0374'NORTH 0.6 MILE TO SOME FARM BUILDINGS ON THE LEFT.
 HJ0374'TURN LEFT ON A DRIVEWAY, PASS BETWEEN THE BUILDINGS,
 HJ0374'AND GO 0.1 MILE TO A GATE AT THE NORTHWEST SIDE OF THE
 HJ0374'FARMYARD.  PASS THROUGH THE GATE, TAKE THE LEFT ONE OF
 HJ0374'THREE DIRT ROADS, AND GO WEST AND NORTH 1.7 MILES TO THE
 HJ0374'TOP OF THE HILL, A WITNESS POST, AND THE STATION.
 HJ0374'
 HJ0374'THE STATION MARK IS A STANDARD DISK STAMPED, ALEXANDER 1922
 HJ0374'SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST THAT IS FLUSH
 HJ0374'WITH THE GROUND.  IT IS AT THE SOUTHWEST EDGE OF A ROAD AND
 HJ0374'IS 5 FEET NORTHEAST OF A WITNESS POST.
 HJ0374'
 HJ0374'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED, ALEXANDER
 HJ0374'NO 1 1922 SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST
 HJ0374'THAT IS FLUSH WITH THE GROUND AND IS THE SAME ELEVATION AS
 HJ0374'THE STATION.
 HJ0374'
 HJ0374'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED, ALEXANDER
 HJ0374'NO 2 1922 SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST
 HJ0374'THAT PROJECTS 2 INCHES ABOVE THE GROUND AND IS THE SAME
 HJ0374'ELEVATION AS THE STATION.
 HJ0374'
 HJ0374'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, ALEXANDER 1953
 HJ0374'CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER THAT PROJECTS
 HJ0374'8 INCHES ABOVE THE GROUND.  IT IS 12 FEET EAST OF A TRIANGULAR
 HJ0374'BLAZED CEDAR TREE.  TO REACH THE AZIMUTH MARK FROM THE STATION
 HJ0374'GO 0.2 MILE NORTHWEST TO A TRIANGULAR BLAZED CEDAR TREE AND
 HJ0374'THE AZIMUTH MARK.
 HJ0374'
 HJ0374'THE DISTANCE TO THE REFERENCE MARKS WERE CHECKED IN THE FIELD
 HJ0374'AND ARE CORRECT.
 HJ0374
 HJ0374                          STATION RECOVERY (1962)
 HJ0374
 HJ0374'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (AWH)
 HJ0374'FOUND AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4270 ***********************************************************************
 AE4270  DESIGNATION -  ALEXANDER
 AE4270  PID         -  AE4270
 AE4270  STATE/COUNTY-  CO/TELLER
 AE4270  USGS QUAD   -  SIGNAL BUTTE (1994)
 AE4270
 AE4270                         *CURRENT SURVEY CONTROL
 AE4270  ___________________________________________________________________
 AE4270* NAD 83(1992)-  39 05 14.50955(N)    105 12 25.63317(W)     ADJUSTED  
 AE4270* NAVD 88     -      2518.5    (meters)    8263.     (feet)  GPS OBS   
 AE4270  ___________________________________________________________________
 AE4270  X           -  -1,300,833.234 (meters)                     COMP
 AE4270  Y           -  -4,785,511.145 (meters)                     COMP
 AE4270  Z           -   4,001,428.630 (meters)                     COMP
 AE4270  LAPLACE CORR-          -7.32  (seconds)                    DEFLEC99
 AE4270  ELLIP HEIGHT-        2504.15  (meters)          (12/03/02) GPS OBS
 AE4270  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 AE4270
 AE4270  HORZ ORDER  -  FIRST
 AE4270  ELLP ORDER  -  FOURTH    CLASS II
 AE4270
 AE4270.The horizontal coordinates were established by GPS observations
 AE4270.and adjusted by the National Geodetic Survey in October 1997..
 AE4270
 AE4270.The orthometric height was determined by GPS observations and a
 AE4270.high-resolution geoid model.
 AE4270
 AE4270.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4270
 AE4270.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4270
 AE4270.The ellipsoidal height was determined by GPS observations
 AE4270.and is referenced to NAD 83.
 AE4270
 AE4270.The geoid height was determined by GEOID03.
 AE4270
 AE4270;                    North         East     Units Scale Factor Converg.
 AE4270;SPC CO C     -   444,047.834   939,740.045   MT  0.99993594   +0 11 05.0
 AE4270;SPC CO C     - 1,456,846.94  3,083,130.46   sFT  0.99993594   +0 11 05.0
 AE4270;UTM  13      - 4,326,491.921   482,087.156   MT  0.99960395   -0 07 50.1
 AE4270
 AE4270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4270!SPC CO C     -   0.99960727  x   0.99993594  =   0.99954323
 AE4270!UTM  13      -   0.99960727  x   0.99960395  =   0.99921137
 AE4270
 AE4270                          SUPERSEDED SURVEY CONTROL
 AE4270
 AE4270  ELLIP H (10/31/97) 2504.17   (m)                       GP(       ) 4 1
 AE4270
 AE4270.Superseded values are not recommended for survey control.
 AE4270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4270.See file dsdata.txt to determine how the superseded data were derived.
 AE4270
 AE4270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8208726492(NAD 83)
 AE4270_MARKER: DH = HORIZONTAL CONTROL DISK
 AE4270_SETTING: 66 = SET IN ROCK OUTCROP
 AE4270_STAMPING: ALEXANDER 1996
 AE4270_MARK LOGO: NGS   
 AE4270_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4270_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE4270+STABILITY: POSITION/ELEVATION WELL
 AE4270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4270+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4270
 AE4270  HISTORY     - Date     Condition        Report By
 AE4270  HISTORY     - 1996     MONUMENTED       NGS
 AE4270
 AE4270                          STATION DESCRIPTION
 AE4270
 AE4270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE4270'THE STATION IS LOCATED ABOUT 11 MI (17.7 KM) NORTHEAST OF FLORISSANT,
 AE4270'11 MI (17.7 KM) NORTHWEST OF WOODLAND PARK AND 2.3 MI (3.7 KM)
 AE4270'NORTH-NORTHEAST OF SIGNAL BUTTE, IN THE SOUTHEAST 1/4 OF SECTION 15, T
 AE4270'11 S, R 70 W.  OWNERSHIP--TELLER COUNTY ROAD RIGHT-OF-WAY  TO REACH
 AE4270'THE STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY 24 AND TELLER
 AE4270'COUNTY ROAD 31 IN THE TOWN OF FLORISSANT, GO NORTH THAN WEST ON COUNTY
 AE4270'ROAD 31 FOR 0.3 MI (0.5 KM) TO A SIDE ROAD RIGHT, COUNTY ROAD 3.  TURN
 AE4270'RIGHT, NORTH, ON COUNTY ROAD 3 FOR 2.25 MI (3.62 KM) TO THE END OF
 AE4270'PAVEMENT.  CONTINUE AHEAD ON COUNTY ROAD 3 FRO 3.7 MI (6.0 KM) TO THE
 AE4270'MILEPOST 6 SIGN.  CONTINUE AHEAD ON COUNTY ROAD 3 FOR 0.45 MI (0.72
 AE4270'KM) TO THE INTERSECTION OF COUNTY ROADS 3 AND 51. CONTINUE AHEAD ON
 AE4270'COUNTY ROAD 3 FOR 3.05 MI (4.91 KM) TO A Y-INTERSECTION, COUNTY ROAD
 AE4270'33.  TAKE THE RIGHT FORK, COUNTY ROAD 3, NORTHEASTERLY, FOR 0.65 MI
 AE4270'(1.05 KM) TO A SMALL POND ON THE RIGHT. CONTINUE AHEAD, NORTHEASTERLY,
 AE4270'FOR 0.65 MI (1.05 KM) TO A CATTLE GUARD.  CROSS THE CATTLE GUARD AND
 AE4270'CONTINUE AHEAD NORTHEASTERLY FOR 1.15 MI (1.85 KM) TO MILEPOST 12.
 AE4270'CONTINUE AHEAD, NORTHEASTERLY, 0.35 MI (0.56 KM) TO A SIDE ROAD LEFT.
 AE4270'CONTINUE AHEAD ON COUNTY ROAD 3, NORTHEASTERLY, FOR 0.15 MI (0.24 KM)
 AE4270'TO THE STATION ON THE RIGHT AND A NUMBER OF LARGE ROCK OUTCROPS AT THE
 AE4270'SIDE OF THE ROAD  THE MARK IS A STANDARD DISK SET IN A DRILL HOLE IN
 AE4270'GRANITE, FLUSH WITH THE ROCK, 5.5 M (18.0 FT) BY 6.5 M (21.3 FT) ON A
 AE4270'SIDE AND SET IN THE WEST, HIGHEST END OF THE ROCK.  IT IS 21.0 M (68.9
 AE4270'FT) WEST FROM A PROSPECT PIT, 6.6 M (21.7 FT) NORTHEAST FROM A WITNESS
 AE4270'POST, 4.7 M (15.4 FT) SOUTHEAST FROM THE CENTER OF A DIRT ROAD (COUNTY
 AE4270'ROAD 3) AND ABOUT 0.4 M (1.3 FT) ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1204 ***********************************************************************
 LL1204  DESIGNATION -  ALKIRE
 LL1204  PID         -  LL1204
 LL1204  STATE/COUNTY-  CO/WELD
 LL1204  USGS QUAD   -  WIGGINS SW (1950)
 LL1204
 LL1204                         *CURRENT SURVEY CONTROL
 LL1204  ___________________________________________________________________
 LL1204* NAD 83(1992)-  40 03 56.71634(N)    104 10 09.09067(W)     ADJUSTED  
 LL1204* NAVD 88     -      1500.     (meters)    4921.     (feet)  SCALED    
 LL1204  ___________________________________________________________________
 LL1204  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 LL1204  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 LL1204
 LL1204  HORZ ORDER  -  FIRST
 LL1204
 LL1204.The horizontal coordinates were established by classical geodetic methods
 LL1204.and adjusted by the National Geodetic Survey in January 1993..
 LL1204
 LL1204.The orthometric height was scaled from a topographic map.
 LL1204
 LL1204.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1204
 LL1204.The geoid height was determined by GEOID03.
 LL1204
 LL1204;                    North         East     Units Scale Factor Converg.
 LL1204;SPC CO N     -   386,973.176 1,027,927.017   MT  0.99996203   +0 51 35.6
 LL1204;SPC CO N     - 1,269,594.49  3,372,457.22   sFT  0.99996203   +0 51 35.6
 LL1204;UTM  13      - 4,435,386.018   570,849.895   MT  0.99966179   +0 32 05.2
 LL1204
 LL1204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1204!SPC CO N     -   0.99976775  x   0.99996203  =   0.99972979
 LL1204!UTM  13      -   0.99976775  x   0.99966179  =   0.99942962
 LL1204
 LL1204:                Primary Azimuth Mark                     Grid Az
 LL1204:SPC CO N     -  ALKIRE AZ MK                             359 20 05.6
 LL1204:UTM  13      -  ALKIRE AZ MK                             359 39 36.0
 LL1204
 LL1204|---------------------------------------------------------------------|
 LL1204| PID    Reference Object                     Distance      Geod. Az  |
 LL1204|                                                           dddmmss.s |
 LL1204| CP7280 ALKIRE AZ MK                                       0001141.2 |
 LL1204| CP7281 ALKIRE RM 1                          42.958 METERS 20504     |
 LL1204| CP7282 ALKIRE RM 2                          35.653 METERS 32911     |
 LL1204| LL0106 W 61 RESET                                         3594951.3 |
 LL1204|---------------------------------------------------------------------|
 LL1204
 LL1204                          SUPERSEDED SURVEY CONTROL
 LL1204
 LL1204  NAD 83(1986)-  40 03 56.70555(N)    104 10 09.08999(W) AD(       ) 1
 LL1204  NAD 27      -  40 03 56.76200(N)    104 10 07.27300(W) AD(       ) 1
 LL1204
 LL1204.Superseded values are not recommended for survey control.
 LL1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1204.See file dsdata.txt to determine how the superseded data were derived.
 LL1204
 LL1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE7085035386(NAD 83)
 LL1204_MARKER: DS = TRIANGULATION STATION DISK
 LL1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1204
 LL1204  HISTORY     - Date     Condition        Report By
 LL1204  HISTORY     - 1935     MONUMENTED       CGS
 LL1204  HISTORY     - 1954     GOOD             FAS
 LL1204  HISTORY     - 1963     GOOD             USGS
 LL1204  HISTORY     - 1975     GOOD             NGS
 LL1204
 LL1204                          STATION DESCRIPTION
 LL1204
 LL1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LL1204'STATION IS 11-1/2 MILES SOUTH AND 5 MILES WEST OF WIGGINS, COLORADO,
 LL1204'IN THE SOUTHWEST QUARTER OF SEC. 12, T. 1 N., R. 61 W.,
 LL1204'ON A HIGH POINT ON THE DIVIDE BETWEEN BIJOU AND KIOWA CREEKS, 1/2
 LL1204'MILE SOUTH OF STATE HIGHWAY 52.  0.7 MILE SOUTHWEST OF THE
 LL1204'ALKIRE FARM, 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE OF A
 LL1204'NORTH-SOUTH GRADED SECTION-LINE ROAD, 28 FEET EAST OF THE
 LL1204'CENTERLINE OF THIS ROAD AND PROJECTS 4 INCHES.
 LL1204'
 LL1204'REFERENCE MARK NO. 1, IS SOUTHWEST OF THE STATION, 1
 LL1204'FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE OF THE SAME NORTH-SOUTH
 LL1204'ROAD THAT PASSES THE STATION, 32 FEET WEST OF THE CENTERLINE
 LL1204'OF THIS ROAD AND PROJECTS 4 INCHES.
 LL1204'
 LL1204'REFERENCE MARK NO. 2, IS NORTHWEST OF THE STATION, 1
 LL1204'FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE OF THE SAME NORTH-SOUTH
 LL1204'ROAD, 32 FEET WEST OF THE CENTERLINE OF THIS ROAD AND PROJECTS
 LL1204'4 INCHES.
 LL1204'
 LL1204'AZIMUTH MARK, IS NORTH OF THE STATION IN THE SOUTHEAST
 LL1204'ANGLE OF THE INTERSECTION OF THE NORTH-SOUTH ROAD THAT PASSES
 LL1204'THE STATION AND STATE HIGHWAY 52, 47 FEET EAST OF THE CENTERLINE
 LL1204'OF THE NORTH-SOUTH ROAD, 43 FEET SOUTH OF THE CENTERLINE OF
 LL1204'STATE HIGHWAY 52 AND 17 FEET EAST OF THE NORTHWEST FENCE
 LL1204'CORNER AND PROJECTS 8 INCHES.
 LL1204'
 LL1204'A 10-FOOT STAND CLEARS ALL LINES.
 LL1204
 LL1204                          STATION RECOVERY (1954)
 LL1204
 LL1204'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1954
 LL1204'RECOVERED STATION IN GOOD CONDITION.  R.M. NO. 1 NOT RECOVERED.
 LL1204'R.M. NO. 2 RECOVERED, WEST SIDE AND NORTH SIDE OF MONUMENT
 LL1204'BADLY CHIPPED, DISK SLIGHTLY LOOSENED.
 LL1204'
 LL1204'PUBLISHED DESCRIPTION ADEQUATE.
 LL1204
 LL1204                          STATION RECOVERY (1963)
 LL1204
 LL1204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (IJB)
 LL1204'ALKIRE FARM IS NO LONGER IN EXISTENCE.
 LL1204'
 LL1204'TO REACH STATION FROM PROSPECT VALLEY, PROCEED E. ON STATE HIGHWAY
 LL1204'NO. 52 FOR 13.0 MI.  TURN RIGHT (S.) AND GO 0.5 MI. WHERE STATION
 LL1204'MARK IS LOCATED ON E. SIDE OF RD.  NEAR 1/4 COR. SECS. 11 AND 12,
 LL1204'T 1 N, R 61 W.
 LL1204'
 LL1204'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---ALKIRE 1935---.
 LL1204'
 LL1204'REFERENCE MARKS--NONE.
 LL1204
 LL1204                          STATION RECOVERY (1975)
 LL1204
 LL1204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LL1204'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED.  THE AZIMUTH
 LL1204'MARK WAS NOT FOUND.  IT MARY HAVE BEEN DESTROYED DURING THE NEW
 LL1204'CONSTRUCTION OF STATE HIGHWAY 52.
 LL1204'
 LL1204'STATION MARK AND REFERENCE MARK NUMBER 1 WAS FOUND IN GOOD
 LL1204'CONDITION.  REFERENCE MARK NUMBER 2 HAD BEEN HIT.  MARK WAS STILL
 LL1204'SOLID IN THE GROUND BUT PART OF THE TOP WAS KNOCKED OFF AND DISK
 LL1204'LOOSE IN THE MARK.  MARK HAS NOW BEEN REVAMPED AND DISK RECEMENTED.
 LL1204'
 LL1204'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAYS 52 AND 79 IN
 LL1204'PROSPECT VALLEY.  GO EAST ON HIGHWAY 52 FOR 6.8 MILES TO AN
 LL1204'AT AND T MICROWAVE TOWER ON THE LEFT.  CONTINUE EAST ON HIGHWAY 52
 LL1204'FOR 6.05 MILES TO COUNTY ROAD 95 ON THE RIGHT AND THE AZIMUTH MARK
 LL1204'(BM W61 RESET 1961) ON THE LEFT.  TURN RIGHT AND GO SOUTH ON
 LL1204'COUNTY ROAD 95 FOR 0.5 MILE TO TOP OF RISE AND STATION MARK ON THE
 LL1204'LEFT.
 LL1204'
 LL1204'STATION MARK DISK IS STAMPED ALKIRE 1935, SET IN THE TOP OF A SQUARE
 LL1204'CONCRETE MONUMENT PROJECTING 3 INCHES.  MARK IS 27 FEET EAST OF THE
 LL1204'CENTER OF COUNTY ROAD 95 (GRAVELED ROAD), 4.7 FEET EAST OF A METAL
 LL1204'WITNESS POST AND AT THE WEST EDGE OF A CULTIVATED FIELD.
 LL1204'
 LL1204'REFERENCE MARK NUMBER 1 DISK IS STAMPED ALKIRE NO 1 1935, SET IN THE
 LL1204'TOP OF A SQUARE CONCRETE MONUMENT ABOUT 3 INCHES BELOW THE SURFACE
 LL1204'OF THE GROUND.  MARK IS 33 FEET WEST OF THE CENTER OF COUNTY ROAD
 LL1204'95, 3.2 FEET WEST OF A METAL WITNESS POST AND AT THE EAST EDGE OF
 LL1204'A CULTIVATED FIELD.
 LL1204'
 LL1204'REFERENCE MARK NUMBER 2 DISK IS STAMPED ALKIRE NO 2 1935, SET IN THE
 LL1204'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES.  MARK IS 31
 LL1204'FEET WEST OF THE CENTER OF COUNTY ROAD 95, 2.2 FEET WEST OF A METAL
 LL1204'WITNESS PAST AND AT THE EASTOF A CULTIVATED FIELD.
 LL1204'
 LL1204'AZIMUTH MARK IS A STANDARD BENCH MARK DISK, STAMPED W 61 RESET 1961,
 LL1204'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES.
 LL1204'MARK IS 57 FEET NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 52 AND
 LL1204'COUNTY ROAD 95, 45 FEET NORTH OF STATE HIGHWAY 52, 27 FEET EAST OF
 LL1204'COUNTY ROAD 95 AND 2.3 FEET EAST OF A METAL WITNESS POST.
 LL1204'
 LL1204'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES EAST OF
 LL1204'PROSPECT VALLEY.
 LL1204'
 LL1204'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0270 ***********************************************************************
 KM0270  DESIGNATION -  ALLEN
 KM0270  PID         -  KM0270
 KM0270  STATE/COUNTY-  CO/RIO BLANCO
 KM0270  USGS QUAD   -  SQUARE S RANCH (1952)
 KM0270
 KM0270                         *CURRENT SURVEY CONTROL
 KM0270  ___________________________________________________________________
 KM0270* NAD 83(1992)-  39 57 21.31697(N)    108 22 20.44804(W)     ADJUSTED  
 KM0270* NAVD 88     -      1968.5    (meters)    6458.     (feet)  VERTCON   
 KM0270  ___________________________________________________________________
 KM0270  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 KM0270  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 KM0270
 KM0270  HORZ ORDER  -  THIRD
 KM0270
 KM0270.The horizontal coordinates were established by classical geodetic methods
 KM0270.and adjusted by the National Geodetic Survey in January 1993..
 KM0270
 KM0270.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0270
 KM0270.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0270
 KM0270.The geoid height was determined by GEOID03.
 KM0270
 KM0270;                    North         East     Units Scale Factor Converg.
 KM0270;SPC CO N     -   377,901.034   669,013.705   MT  0.99997001   -1 51 21.3
 KM0270;SPC CO N     - 1,239,830.31  2,194,922.46   sFT  0.99997001   -1 51 21.3
 KM0270;UTM  12      - 4,426,171.516   724,453.795   MT  1.00022025   +1 41 17.4
 KM0270
 KM0270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0270!SPC CO N     -   0.99969387  x   0.99997001  =   0.99966389
 KM0270!UTM  12      -   0.99969387  x   1.00022025  =   0.99991406
 KM0270
 KM0270:                Primary Azimuth Mark                     Grid Az
 KM0270:SPC CO N     -  BELL                                     254 21 10.1
 KM0270:UTM  12      -  BELL                                     250 48 31.4
 KM0270
 KM0270|---------------------------------------------------------------------|
 KM0270| PID    Reference Object                     Distance      Geod. Az  |
 KM0270|                                                           dddmmss.s |
 KM0270| KM0281 BELL                                APPROX. 5.2 KM 2522948.8 |
 KM0270|---------------------------------------------------------------------|
 KM0270
 KM0270                          SUPERSEDED SURVEY CONTROL
 KM0270
 KM0270  NAD 83(1986)-  39 57 21.31130(N)    108 22 20.44205(W) AD(       ) 3
 KM0270  NAD 27      -  39 57 21.40953(N)    108 22 18.12351(W) AD(       ) 3
 KM0270  NGVD 29 (07/19/86) 1967.2    (m)         6454.     (f) VERT ANG       
 KM0270
 KM0270.Superseded values are not recommended for survey control.
 KM0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0270.See file dsdata.txt to determine how the superseded data were derived.
 KM0270
 KM0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYK2445426172(NAD 83)
 KM0270_MARKER: DD = SURVEY DISK
 KM0270_SETTING: 0 = UNSPECIFIED SETTING
 KM0270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0270
 KM0270  HISTORY     - Date     Condition        Report By
 KM0270  HISTORY     - 1950     MONUMENTED       USGS
 KM0270
 KM0270                          STATION DESCRIPTION
 KM0270
 KM0270'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KM0270'LOCATED ABOUT 25 MI. W. AND 4 MI. S. OF TOWN OF MEEKER, COLORADO, AT
 KM0270'THE HIGHEST POINT OF A SAGE COVERED FIELD, IN NE. 1/4 SECTION 22,
 KM0270'T 1 S, R 98 W.
 KM0270'
 KM0270'TO REACH STATION FROM RIO BLANCO POST OFFICE, FOLLOW COLORADO STATE
 KM0270'ROAD 326 W. 23.4 MI.  TAKE RIGHT FORK, PASSING ROCK SCHOOLHOUSE, AND
 KM0270'CONTINUE ON THIS RD. 3.65 MI.  TURN LEFT AND PROCEED 5.9 MI. TO FORK.
 KM0270'TAKE RIGHT FORK AND 1.25 MI. FURTHER TAKE LEFT FORK.  FOLLOW THIS RD.
 KM0270'2.45 MI. TO GATE AT ---84--- RANCH.  FOLLOW RD. AROUND LEFT OF RANCH
 KM0270'BUILDINGS TO ANOTHER GATE.  DRIVE THROUGH GATE AND TAKE RIGHT FORK
 KM0270'FOLLOWING RD. PAST REAR OF RANCH BUILDINGS AND DOWN VALLEY 1.55 MI.
 KM0270'TO CREEKBED.  TURN RIGHT AND FOLLOW CREEKBED 0.1 MI. TO BED OF MAIN
 KM0270'CREEK.  TURN LEFT AND FOLLOW CREEKBED 1.7 MI. TO INTERSECTION WITH
 KM0270'BRANCH CREEK.  TAKE SHARP RIGHT TURN AND PROCEED UP BRANCH CREEKBED
 KM0270'1.0 MI.  TURN LEFT OUT OF CREEKBED AND UP RIDGE RISING TO E.  AT 0.1
 KM0270'MI. UP RIDGE (TOP OF HILL) CAN BE SEEN TWO LONE PINE TREES IN CENTER
 KM0270'OF SAGE COVERED FIELD.  THE LINE FORMED BY THESE TWO TREES, FROM THE
 KM0270'SMALLER TO THE LARGER, POINTS APPROXIMATELY TO STATION.  STATION IS
 KM0270'LOCATED 340 FT. NE. OF LARGER TREE.
 KM0270'
 KM0270'STATION MARK--STANDARD TABLET, SET IN CONCRETE POST, PROTRUDING 6 IN.
 KM0270'ABOVE GROUND AND STAMPED ---R-ALLEN 1950 VABM 6454---.
 KM0270'
 KM0270'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1753 ***********************************************************************
 KK1753  DESIGNATION -  ALLEN
 KK1753  PID         -  KK1753
 KK1753  STATE/COUNTY-  CO/ADAMS
 KK1753  USGS QUAD   -  ARVADA (1994)
 KK1753
 KK1753                         *CURRENT SURVEY CONTROL
 KK1753  ___________________________________________________________________
 KK1753* NAD 83(1992)-  39 51 40.26577(N)    105 03 10.68547(W)     ADJUSTED  
 KK1753* NAVD 88     -      1689.8    (meters)    5544.     (feet)  GPS OBS   
 KK1753  ___________________________________________________________________
 KK1753  X           -  -1,273,597.237 (meters)                     COMP
 KK1753  Y           -  -4,735,613.538 (meters)                     COMP
 KK1753  Z           -   4,067,238.665 (meters)                     COMP
 KK1753  LAPLACE CORR-         -10.08  (seconds)                    DEFLEC99
 KK1753  ELLIP HEIGHT-        1672.88  (meters)          (12/03/02) GPS OBS
 KK1753  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 KK1753
 KK1753  HORZ ORDER  -  FIRST
 KK1753  ELLP ORDER  -  FOURTH    CLASS II
 KK1753
 KK1753.The horizontal coordinates were established by GPS observations
 KK1753.and adjusted by the National Geodetic Survey in May 1996..
 KK1753
 KK1753.The orthometric height was determined by GPS observations and a
 KK1753.high-resolution geoid model.
 KK1753
 KK1753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK1753
 KK1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1753
 KK1753.The ellipsoidal height was determined by GPS observations
 KK1753.and is referenced to NAD 83.
 KK1753
 KK1753.The geoid height was determined by GEOID03.
 KK1753
 KK1753;                    North         East     Units Scale Factor Converg.
 KK1753;SPC CO N     -   363,504.213   952,651.853   MT  0.99997982   +0 17 19.8
 KK1753;SPC CO N     - 1,192,596.74  3,125,491.95   sFT  0.99997982   +0 17 19.8
 KK1753;UTM  13      - 4,412,351.632   495,469.509   MT  0.99960025   -0 02 02.2
 KK1753
 KK1753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1753!SPC CO N     -   0.99973763  x   0.99997982  =   0.99971745
 KK1753!UTM  13      -   0.99973763  x   0.99960025  =   0.99933798
 KK1753
 KK1753|---------------------------------------------------------------------|
 KK1753| PID    Reference Object                     Distance      Geod. Az  |
 KK1753|                                                           dddmmss.s |
 KK1753| CP7283 ALLEN RM 1                            8.484 METERS 02745     |
 KK1753| KK1745 NORTHGLENN MUN TANK                 APPROX. 4.3 KM 0574415.9 |
 KK1753| KK1767 ALLEN AZ MK                         APPROX. 0.6 KM 1513841.0 |
 KK1753| CP7284 ALLEN RM 2                            8.269 METERS 18637     |
 KK1753|---------------------------------------------------------------------|
 KK1753
 KK1753                          SUPERSEDED SURVEY CONTROL
 KK1753
 KK1753  ELLIP H (05/15/96) 1672.92   (m)                       GP(       ) 3 1
 KK1753  NAD 83(1992)-  39 51 40.26397(N)    105 03 10.68737(W) AD(       ) 1
 KK1753  NAD 83(1986)-  39 51 40.25996(N)    105 03 10.68539(W) AD(       ) 1
 KK1753  NAD 27      -  39 51 40.31240(N)    105 03 08.74698(W) AD(       ) 1
 KK1753  NGVD 29 (07/19/86) 1688.8    (m)         5541.     (f) VERT ANG       
 KK1753
 KK1753.Superseded values are not recommended for survey control.
 KK1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1753.See file dsdata.txt to determine how the superseded data were derived.
 KK1753
 KK1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE9547012352(NAD 83)
 KK1753_MARKER: DH = HORIZONTAL CONTROL DISK
 KK1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK1753_STAMPING: ALLEN 1977
 KK1753_MARK LOGO: NGS   
 KK1753_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1753+STABILITY: SURFACE MOTION
 KK1753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1753+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2006
 KK1753
 KK1753  HISTORY     - Date     Condition        Report By
 KK1753  HISTORY     - 1977     MONUMENTED       NGS
 KK1753  HISTORY     - 19810728 GOOD             CHANCE
 KK1753  HISTORY     - 19840307 GOOD             NGS
 KK1753  HISTORY     - 19951006 GOOD             CHANCE
 KK1753  HISTORY     - 20060414 GOOD             GEOCAC
 KK1753
 KK1753                          STATION DESCRIPTION
 KK1753
 KK1753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1753'THE STATION IS LOCATED IN THE CITY OF WESTMINSTER, ON THE
 KK1753'JEFFERSON COUNTY LINE, ON A 20 FOOT HIGH CUTBANK ON THE EAST
 KK1753'SIDE OF SHERIDAN BOULEVARD, 0.1 MILE NORTHEAST OF THE OVERPASS
 KK1753'OF U.S. HIGHWAY 36, 1 MILE WEST-NORTHWEST OF THE SHAW HEIGHTS
 KK1753'JUNIOR HIGH SCHOOL, ON ROAD RIGHT-OF-WAY.
 KK1753'
 KK1753'TO REACH THE STATION FROM THE JUNCTION OF WEST 88TH AVENUE AND
 KK1753'CIRCLE DRIVE AT THE SHAW HEIGHTS JUNIOR HIGH SCHOOL, GO WEST
 KK1753'ON WEST 88TH AVENUE FOR 0.55 MILE TO THE SOUTHWEST CORNER OF
 KK1753'AN ELEMENTARY SCHOOL (ROAD NARROWS TO 2 LANES) AND THE AZIMUTH
 KK1753'MARK ON THE RIGHT.  CONTINUE WEST, THEN NORTH ON THE PAVED
 KK1753'ROAD TO A ROAD RIGHT, A ROAD CURVE LEFT, AND A CUTBANK STRAIGHT
 KK1753'AHEAD.  DRIVE NORTH UP THE CUTBANK ALONG THE FENCE FOR 0.1 MILE
 KK1753'TO HIGH GROUND AND THE STATION.
 KK1753'
 KK1753'STATION MARKS, STAMPED---ALLEN 1977---, ARE STANDARD DISKS.
 KK1753'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 KK1753'MONUMENT FLUSH WITH THE GROUND.  IT IS 97 FEET (SLOPE) EAST OF
 KK1753'THE EAST EDGE OF SHERIDAN BOULEVARD, 97 FEET NORTH OF UTILITY
 KK1753'POLE 8830, 20 FEET SOUTH OF UTILITY POLE 8850, AND 6.3 FEET
 KK1753'WEST OF A METAL WITNESS POST IN A FENCE LINE.  UNDERGROUND
 KK1753'DISK IS SET IN THE TOP OF AN IRREGULAR CONCRETE MASS ABOUT 42
 KK1753'INCHES BELOW GROUND.
 KK1753'
 KK1753'REFERENCE MARK 1, STAMPED---ALLEN NO 1 1977---, IS A STANDARD
 KK1753'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT FLUSH
 KK1753'WITH THE GROUND.  IT IS 14.5 FEET SOUTH-SOUTHEAST OF A FENCE
 KK1753'POST WITH AN INVERTED VEE BRACE, 8.5 FEET NORTHEAST OF POLE
 KK1753'8850, AND 1 FOOT WEST OF THE FENCE.
 KK1753'
 KK1753'REFERENCE MARK 2, STAMPED---ALLEN NO 2 1977---, IS A STANDARD
 KK1753'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT 1-INCH
 KK1753'BELOW GROUND.  IT IS 71.5 FEET NORTH OF POLE 8830, 47 FEET
 KK1753'SOUTH OF POLE 8850, AND 1 FOOT WEST OF A METAL WITNESS POST IN
 KK1753'THE FENCE LINE.
 KK1753'
 KK1753'AZIMUTH MARK, STAMPED---ALLEN 1977---, IS A STANDARD DISK
 KK1753'CEMENTED IN A DRILL HOLE IN THE CONCRETE SIDEWALK ON THE NORTH
 KK1753'SIDE OF WEST 88TH AVENUE.  IT IS 46 FEET NORTH OF THE CENTER OF
 KK1753'THE ROAD, 4.5 FEET SOUTH OF A CHAIN LINK FENCE CORNER AROUND A
 KK1753'SCHOOL PLAYGROUND, AND 1 FOOT EAST OF THE WEST END OF THE WALK.
 KK1753'
 KK1753'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1 METER.
 KK1753'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE MONUMENTS.
 KK1753
 KK1753                          STATION RECOVERY (1981)
 KK1753
 KK1753'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1981 (CLN)
 KK1753'THE STATION MARK, REFERENCE MARKS 1, 2 AND AZIMUTH MARK WERE RECOVERED
 KK1753'IN GOOD CONDITION.  THE LOCATION AND TO REACH WERE GOOD.  A WITNESS
 KK1753'POST SIGN AND A WITNESS POST WERE SET AT REFERENCE MARK 1 AS
 KK1753'CONSTRUCTION MAY SOON OCCUR NEAR THE STATION.  REFERENCE MARK 1 IS
 KK1753'0.25 M (0.82 FT) WEST OF THE WITNESS POST.  THE AZIMUTH MARK IS
 KK1753'BLOCKED BY A CHAIN LINK FENCE THAT IS ABOUT 8 FEET (2.4 M) HIGH SO A
 KK1753'TALL TRIPOD WILL BE NEEDED.  THE DISTANCES AND DIRECTIONS CHECKED THE
 KK1753'OLD VALUES.
 KK1753
 KK1753                          STATION RECOVERY (1984)
 KK1753
 KK1753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 KK1753'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 KK1753'RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN 1977.  AN AZIMUTH MARK
 KK1753'NUMBER 2 WAS SET AT THIS TIME AS CONSTRUCTION WILL SOON BLOCK THE LINE
 KK1753'OF SIGHT TO AZIMUTH MARK NUMBER 1.  ANGLES AND DISTANCES CHECKED THE
 KK1753'1977 AND 1981 DATA WITH THE EXCEPTION OF THE ANGLE FROM AZIMUTH MARK
 KK1753'NUMBER 1 TO THE WESTMINISTER RAD STA KLOP TOWER WHICH WAS OFF BY 22.6
 KK1753'SECONDS.  I ASSUMED THE TOWER HAS MOVED AS THE OTHER ANGLES CHECKED
 KK1753'WELL.  THE DISTANCE BETWEEN REFERENCE MARKS 1 AND 2 MEASURED AT THIS
 KK1753'TIME WAS 16.454 M (53.983 FT) .
 KK1753' 
 KK1753'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--ALLEN 1977 NO 2
 KK1753'1984--, SET INTO THE TOP OF A CONCRETE SIDEWALK.  LOCATED 34.4 M
 KK1753'(112.9 FT) SOUTHWEST FROM THE BRUNSWICK BOWL LANES SIGN (SOUTHSIDE OF
 KK1753'SIGN),  3.9 M (12.8 FT) SOUTH FROM THE CENTER OF WEST 91ST AVENUE,
 KK1753'12.5 M (41.0 FT) WEST FROM THE CENTER OF THE NORTHWEST ENTRANCE TO
 KK1753'WESTMINISTER MALL, 0.8 M (2.6 FT) SOUTH FROM THE SOUTHERN CURB OF THE
 KK1753'AVENUE.  TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF SHERIDAN
 KK1753'BLVD.  AND WEST 88TH AVENUE, GO WEST ON WEST 88TH AVENUE FOR 0.2 KM
 KK1753'(0.10 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT, NORTH, ON NORTH BENTON
 KK1753'STREET FOR 0.5 KM (0.30 MI) TO THE INTERSECTION OF WEST 91ST AVENUE.
 KK1753'TURN LEFT, WEST, ON WEST 91ST AVENUE FOR 0.3 KM (0.20 MI) TO THE
 KK1753'AZIMUTH MARK ON THE LEFT.
 KK1753
 KK1753                          STATION RECOVERY (1995)
 KK1753
 KK1753'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (FND)
 KK1753'STATION AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED IN GOOD
 KK1753'CONDITION AS DESCRIBED.  A NEW DESCRIPTION FOLLOWS$THE STATION IS
 KK1753'LOCATED IN THE CITY OF WESTMINSTER, ALONG THE JEFFERSON COUNTY-ADAMS
 KK1753'COUNTY LINE, AT THE TOP OF A 20 FOOT (6.1 M) HIGH CUTBANK ALONG THE
 KK1753'EAST SIDE OF SHERIDAN BOULEVARD, 5 MI (8.0 KM) SOUTH-SOUTHEAST OF
 KK1753'BROOMFIELD, 4 MI (6.4 KM) EAST OF STANLEY LAKE, IN THE SOUTHWEST 1/4
 KK1753'OF SECTION 19, T 2 S, R 68 W, 6TH P.M. OWNERSHIP--COLORADO DEPARTMENT
 KK1753'OF TRANSPORTATION$TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 KK1753'HIGHWAY 36 AND SHERIDAN BOULEVARD (STATE HIGHWAY 95) , GO NORTHEAST
 KK1753'ALONG SHERIDAN BOULEVARD (HIGHWAY 95) FOR 0.15 MI (0.24 KM) TO THE
 KK1753'STATION ON THE RIGHT.  CONTINUE AHEAD AND GO NORTHEAST AND NORTH ALONG
 KK1753'SHERIDAN BOULEVARD (HIGHWAY 95) FOR 0.15 MI (0.24 KM) TO THE
 KK1753'INTERSECTION WITH W.  92ND AVENUE.  TURN RIGHT AND GO EAST ALONG W.
 KK1753'92ND AVENUE FOR 0.15 MI (0.24 KM) TO THE INTERSECTION WITH YATES
 KK1753'STREET ON THE RIGHT.  TURN RIGHT AND GO SOUTH AND SOUTHEAST ALONG
 KK1753'YATES STREET FOR 0.2 MI (0.3 KM) TO A POINT OF CURVATURE TO THE LEFT
 KK1753'NEAR THE TOP OF AN EAST-WEST RUNNING RIDGE AND A DIRT TRACK ROAD TO
 KK1753'THE RIGHT.  TURN RIGHT, CROSSING THE CURB AND SIDEWALK, AND GO WEST
 KK1753'ALONG THE DIRT TRACK ROAD AND THE RIDGE FOR 0.1 MI (0.2 KM) TO THE
 KK1753'RIGHT-OF-WAY FENCE OF SHERIDAN BOULEVARD AND THE STATION$THE STATION
 KK1753'MARK IS A STANDARD NGS HORIZONTAL CONTROL MARK DISK STAMPED --ALLEN
 KK1753'1977-- SET IN THE TOP OF A ROUND CONCRETE POST 0.2 FT (6.1 CM) BELOW
 KK1753'GROUND LEVEL.  IT IS APPROXIMATELY 100 FT (30.5 M) (SLOPE) EAST OF THE
 KK1753'EAST EDGE OF SHERIDAN BOULEVARD, 6.2 FT (1.9 M) WEST OF A METAL
 KK1753'WITNESS POST WITH SIGN IN THE FENCE LINE, 20.0 FT (6.1 M)
 KK1753'SOUTH-SOUTHWEST OF A UTILITY POLE, 3.1 FT (0.9 M) NORTHEAST OF A
 KK1753'CARSONITE WITNESS POST, 1.8 FT (0.5 M) EAST OF A CARSONITE WITNESS
 KK1753'POST, AND 3.6 FT (1.1 M) SOUTHEAST OF A CARSONITE WITNESS
 KK1753'POST$DESCRIBED BY F.N. DREXEL
 KK1753
 KK1753                          STATION RECOVERY (2006)
 KK1753
 KK1753'RECOVERY NOTE BY GEOCACHING 2006 (TLX)
 KK1753'IMAGES AVAILABLE ON GEOCACHING.COM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8118 ***********************************************************************
 AE8118  DESIGNATION -  ALLEN
 AE8118  PID         -  AE8118
 AE8118  STATE/COUNTY-  CO/LARIMER
 AE8118  USGS QUAD   -  PINEWOOD LAKE (1978)
 AE8118
 AE8118                         *CURRENT SURVEY CONTROL
 AE8118  ___________________________________________________________________
 AE8118* NAD 83(1992)-  40 16 41.59290(N)    105 21 40.20722(W)     ADJUSTED  
 AE8118* NAVD 88     -      2021.7    (meters)    6633.     (feet)  GPS OBS   
 AE8118  ___________________________________________________________________
 AE8118  X           -  -1,291,221.429 (meters)                     COMP
 AE8118  Y           -  -4,700,189.757 (meters)                     COMP
 AE8118  Z           -   4,102,900.367 (meters)                     COMP
 AE8118  LAPLACE CORR-         -24.38  (seconds)                    DEFLEC99
 AE8118  ELLIP HEIGHT-        2007.46  (meters)          (12/03/02) GPS OBS
 AE8118  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 AE8118
 AE8118  HORZ ORDER  -  FIRST
 AE8118  ELLP ORDER  -  FOURTH    CLASS II
 AE8118
 AE8118.The horizontal coordinates were established by GPS observations
 AE8118.and adjusted by the National Geodetic Survey in March 1998..
 AE8118
 AE8118.The orthometric height was determined by GPS observations and a
 AE8118.high-resolution geoid model.
 AE8118
 AE8118.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8118
 AE8118.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8118
 AE8118.The ellipsoidal height was determined by GPS observations
 AE8118.and is referenced to NAD 83.
 AE8118
 AE8118.The geoid height was determined by GEOID03.
 AE8118
 AE8118;                    North         East     Units Scale Factor Converg.
 AE8118;SPC CO N     -   409,721.296   926,208.403   MT  0.99995696   +0 05 22.9
 AE8118;SPC CO N     - 1,344,227.29  3,038,735.40   sFT  0.99995696   +0 05 22.9
 AE8118;UTM  13      - 4,458,700.252   469,296.202   MT  0.99961160   -0 14 00.6
 AE8118
 AE8118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8118!SPC CO N     -   0.99968518  x   0.99995696  =   0.99964216
 AE8118!UTM  13      -   0.99968518  x   0.99961160  =   0.99929690
 AE8118
 AE8118                          SUPERSEDED SURVEY CONTROL
 AE8118
 AE8118  ELLIP H (03/31/98) 2007.47   (m)                       GP(       ) 4 1
 AE8118
 AE8118.Superseded values are not recommended for survey control.
 AE8118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8118.See file dsdata.txt to determine how the superseded data were derived.
 AE8118
 AE8118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE6929658700(NAD 83)
 AE8118_MARKER: DH = HORIZONTAL CONTROL DISK
 AE8118_SETTING: 66 = SET IN ROCK OUTCROP
 AE8118_STAMPING: ALLEN 1996
 AE8118_MARK LOGO: NGS   
 AE8118_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8118_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE8118+STABILITY: POSITION/ELEVATION WELL
 AE8118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8118+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE8118
 AE8118  HISTORY     - Date     Condition        Report By
 AE8118  HISTORY     - 1996     MONUMENTED       NGS
 AE8118
 AE8118                          STATION DESCRIPTION
 AE8118
 AE8118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE8118'THE STATION IS LOCATED ABOUT 18 MI (29.0 KM) SOUTHWEST OF LOVELAND, 10
 AE8118'MI (16.1 KM) SOUTHEAST OF ESTES PARK AND 5 MI (8.0 KM) NORTHWEST OF
 AE8118'LYONS, IN THE SOUTHEAST 1/4 OF SECTION 29, T 4 N, R 71 W, AT U.  S.
 AE8118'HIGHWAY 36 MILEPOST 11.8.  OWNERSHIP--COLORADO DEPT.  OF
 AE8118'TRANSPORTATION RIGHT-OF-WAY TO REACH THE STATION FROM THE INTERSECTION
 AE8118'OF U.  S.  HIGHWAY 36 AND STATE HIGHWAY 7 IN ESTES PARK, GO
 AE8118'SOUTHEASTERLY ON U.  S.  HIGHWAY 36 FOR 11.8 MILES (19.0 KM) TO THE
 AE8118'STATION ON THE LEFT AT THE INTERSECTION OF MAY AVENUE AND U.  S.
 AE8118'HIGHWAY 36 IN PINEWOOD SPRINGS THE MARK IS A STANDARD DISK SET IN A
 AE8118'DRILL HOLE IN A LARGE GRANITE OUTCROP.  IT IS 20.3 M (66.6 FT) NORTH
 AE8118'FROM THE INTERSECTION OF MAY AVENUE AND U.  S.  HIGHWAY 36, 13.7 M
 AE8118'(44.9 FT) NORTHWEST FROM THE CENTER LINE OF U.  S.  HIGHWAY 36, 11.7 M
 AE8118'(38.4 FT) NORTHWEST FROM THE END OF THE RIGHT-OF-WAY FENCE, 0.9 M (3.0
 AE8118'FT) NORTHEAST FROM A RIGHT-OF-WAY FENCE, 0.8 M (2.6 FT) NORTHEAST FROM
 AE8118'A WITNESS POST AND ABOUT 0.6 M (2.0 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3088 ***********************************************************************
 AI3088  DESIGNATION -  ALLEN
 AI3088  PID         -  AI3088
 AI3088  STATE/COUNTY-  CO/ADAMS
 AI3088  USGS QUAD   -  LEADER SW (1978)
 AI3088
 AI3088                         *CURRENT SURVEY CONTROL
 AI3088  ___________________________________________________________________
 AI3088* NAD 83(1992)-  39 48 42.97874(N)    104 09 05.24136(W)     ADJUSTED  
 AI3088* NAVD 88     -      1521.4    (meters)    4991.     (feet)  GPS OBS   
 AI3088  ___________________________________________________________________
 AI3088  X           -  -1,199,755.439 (meters)                     COMP
 AI3088  Y           -  -4,758,336.236 (meters)                     COMP
 AI3088  Z           -   4,062,929.853 (meters)                     COMP
 AI3088  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 AI3088  ELLIP HEIGHT-        1502.57  (meters)          (12/03/02) GPS OBS
 AI3088  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 AI3088
 AI3088  HORZ ORDER  -  FIRST
 AI3088  ELLP ORDER  -  FOURTH    CLASS II
 AI3088
 AI3088.The horizontal coordinates were established by GPS observations
 AI3088.and adjusted by the National Geodetic Survey in December 1999..
 AI3088
 AI3088.The orthometric height was determined by GPS observations and a
 AI3088.high-resolution geoid model.
 AI3088
 AI3088.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3088
 AI3088.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3088
 AI3088.The ellipsoidal height was determined by GPS observations
 AI3088.and is referenced to NAD 83.
 AI3088
 AI3088.The geoid height was determined by GEOID03.
 AI3088
 AI3088;                    North         East     Units Scale Factor Converg.
 AI3088;SPC CO N     -   358,818.002 1,029,868.429   MT  0.99998599   +0 52 16.8
 AI3088;SPC CO N     - 1,177,222.06  3,378,826.67   sFT  0.99998599   +0 52 16.8
 AI3088;UTM  13      - 4,407,228.941   572,630.261   MT  0.99966494   +0 32 36.0
 AI3088
 AI3088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3088!SPC CO N     -   0.99976433  x   0.99998599  =   0.99975032
 AI3088!UTM  13      -   0.99976433  x   0.99966494  =   0.99942935
 AI3088
 AI3088                          SUPERSEDED SURVEY CONTROL
 AI3088
 AI3088  ELLIP H (12/27/99) 1502.60   (m)                       GP(       ) 4 1
 AI3088
 AI3088.Superseded values are not recommended for survey control.
 AI3088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3088.See file dsdata.txt to determine how the superseded data were derived.
 AI3088
 AI3088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE7263007229(NAD 83)
 AI3088_MARKER: DD = SURVEY DISK
 AI3088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3088_STAMPING: ALLEN 1999
 AI3088_MARK LOGO: CO-001
 AI3088_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI3088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3088+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3088
 AI3088  HISTORY     - Date     Condition        Report By
 AI3088  HISTORY     - 1999     MONUMENTED       JRENG
 AI3088
 AI3088                          STATION DESCRIPTION
 AI3088
 AI3088'DESCRIBED BY JR ENGINEERING LTD 1999 (TGB)
 AI3088'DESCRIBED BY JR ENGINEERING 1999 (TGB) .  THE STATION IS LOCATED ABOUT
 AI3088'10.5 MI (16.9 KM) NORTHEAST OF STRASBURG IN THE ROW OF 64TH AVENUE IN
 AI3088'THE SOUTHWEST 1/4 OF SECTION 6, T 3 S, R 60 W, 6TH P.M.
 AI3088'OWNERSHIP--ADAMS COUNTY.  TO REACH THE STATION FROM THE INTERSECTION
 AI3088'OF STATE HIGHWAY 36 AND RECTOR-LEADER ROAD, PROCEED WEST ON STATE
 AI3088'HIGHWAY 36 FOR 4.0 MI (6.4 KM) TO THE INTERSECTON OF BEHRENS ROAD,
 AI3088'TURN RIGHT AND PROCEED NORTH ON BEHRENS ROAD FOR 5.0 MI (8.0 KM) TO
 AI3088'THE INTERSECTION OF 64TH AVENUE AND THE STATION ON THE LEFT.  THE
 AI3088'STATION IS A STANDARD ADAMS COUNTY BRASS SURVEY MARK DISK STAMPED
 AI3088'ALLEN 1999 SET IN THE TOP OF A 24 INCH ROUND CONCRETE POST FLUSH WITH
 AI3088'THE GROUND.  IT IS ON THE EXTENDED CENTER OF BEHRENS ROAD, 43.0 FT
 AI3088'(13.1 M) NORTH OF THE CENTER OF 64TH AVENUE, 2.6 FT (0.8 M) WEST OF A
 AI3088'FIBERGLASS WITNESS POST, 2.5 FT (0.8 M) EAST OF A FIBERGLASS WITNESS
 AI3088'POST AND AT THE SAME LEVEL AS BEHRENS ROAD.  DESCRIPTION BY T.G.
 AI3088'BEERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1767 ***********************************************************************
 KK1767  DESIGNATION -  ALLEN AZ MK
 KK1767  PID         -  KK1767
 KK1767  STATE/COUNTY-  CO/ADAMS
 KK1767  USGS QUAD   -  ARVADA (1994)
 KK1767
 KK1767                         *CURRENT SURVEY CONTROL
 KK1767  ___________________________________________________________________
 KK1767* NAD 83(1992)-  39 51 23.28614(N)    105 02 58.79546(W)     ADJUSTED  
 KK1767* NAVD 88     -      1665.4    (meters)    5464.     (feet)  VERTCON   
 KK1767  ___________________________________________________________________
 KK1767  LAPLACE CORR-         -10.01  (seconds)                    DEFLEC99
 KK1767  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 KK1767
 KK1767  HORZ ORDER  -  SECOND
 KK1767
 KK1767.The horizontal coordinates were established by classical geodetic methods
 KK1767.and adjusted by the National Geodetic Survey in January 1993..
 KK1767
 KK1767.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1767
 KK1767.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1767
 KK1767.The geoid height was determined by GEOID03.
 KK1767
 KK1767;                    North         East     Units Scale Factor Converg.
 KK1767;SPC CO N     -   362,981.971   952,937.111   MT  0.99998038   +0 17 27.5
 KK1767;SPC CO N     - 1,190,883.35  3,126,427.84   sFT  0.99998038   +0 17 27.5
 KK1767;UTM  13      - 4,411,827.990   495,751.713   MT  0.99960022   -0 01 54.6
 KK1767
 KK1767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1767!SPC CO N     -   0.99974145  x   0.99998038  =   0.99972183
 KK1767!UTM  13      -   0.99974145  x   0.99960022  =   0.99934177
 KK1767
 KK1767:                Primary Azimuth Mark                     Grid Az
 KK1767:SPC CO N     -  ROCKY FLATS TANK                         284 26 32.3
 KK1767:UTM  13      -  ROCKY FLATS TANK                         284 45 54.4
 KK1767
 KK1767|---------------------------------------------------------------------|
 KK1767| PID    Reference Object                     Distance      Geod. Az  |
 KK1767|                                                           dddmmss.s |
 KK1767| KK1799 ROCKY FLATS TANK                    APPROX.14.2 KM 2844359.8 |
 KK1767| KK1753 ALLEN                               APPROX. 0.6 KM 3313848.6 |
 KK1767|---------------------------------------------------------------------|
 KK1767
 KK1767                          SUPERSEDED SURVEY CONTROL
 KK1767
 KK1767  NAD 83(1986)-  39 51 23.28216(N)    105 02 58.79351(W) AD(       ) 2
 KK1767  NAD 27      -  39 51 23.33438(N)    105 02 56.85520(W) AD(       ) 2
 KK1767  NGVD 29 (07/19/86) 1664.5    (m)         5461.     (f) VERT ANG       
 KK1767
 KK1767.Superseded values are not recommended for survey control.
 KK1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1767.See file dsdata.txt to determine how the superseded data were derived.
 KK1767
 KK1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE9575211828(NAD 83)
 KK1767_MARKER: DZ = AZIMUTH MARK DISK
 KK1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1767_STAMPING: ALLEN 1977
 KK1767_MARK LOGO: CGS   
 KK1767_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1767+STABILITY: SURFACE MOTION
 KK1767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1767+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2006
 KK1767
 KK1767  HISTORY     - Date     Condition        Report By
 KK1767  HISTORY     - 1977     MONUMENTED       NGS
 KK1767  HISTORY     - 19810721 GOOD             NGS
 KK1767  HISTORY     - 19840307 GOOD             NGS
 KK1767  HISTORY     - 20060414 GOOD             GEOCAC
 KK1767
 KK1767                          STATION DESCRIPTION
 KK1767
 KK1767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1767'THE STATION IS LOCATED IN THE CITY OF WESTMINSTER, 0.3 MILE
 KK1767'SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 36 AND SHERIDAN
 KK1767'BOULEVARD, 0.55 MILE WEST OF THE SHAW HEIGHTS JUNIOR HIGH
 KK1767'SCHOOL, IN A SIDE WALK ON THE NORTH SIDE OF WEST 88TH AVENUE,
 KK1767'AT THE SOUTHWEST CORNER OF A PLAYGROUND TO AN ELEMENTARY
 KK1767'SCHOOL.
 KK1767'TO REACH THE STATION FROM THE JUNCTION OF WEST 88TH AVENUE
 KK1767'AND CIRCLE DRIVE AT THE SHAW HEIGHTS JUNIOR HIGH SCHOOL, GO
 KK1767'WEST ON WEST 88TH AVENUE FOR 0.55 MILE TO THE AZIMUTH MARK
 KK1767'ON THE RIGHT (ROAD NARROWS TO 2 LANES AT THIS POINT).
 KK1767'
 KK1767'STATION MARK, STAMPED---ALLEN 1977---, IS A STANDARD AZIMUTH
 KK1767'MARK DISK CEMENTED IN A DRILL HOLE IN A CONCRETE SIDE WALK.
 KK1767'IT IS 46 FEET NORTH OF THE CENTER OF THE ROAD, 4.5 FEET SOUTH
 KK1767'OF A CHAIN LINK FENCE CORNER AROUND THE SCHOOL PLAYGROUND,
 KK1767'AND 1 FOOT EAST OF THE WEST END OF THE SIDE WALK.
 KK1767'
 KK1767'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1 METER.
 KK1767'AN ELECTRONIC TRAVERSE TIE MAS MADE TO TRIANGULATION ALLEN.
 KK1767
 KK1767                          STATION RECOVERY (1981)
 KK1767
 KK1767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 KK1767'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 KK1767'RECOVERED IN GOOD CONDITION.  THE LOCATION AND TO REACH WERE GOOD AND
 KK1767'CHECKED THE 1977 DESCRIPTION.  THE DISTANCES AND DIRECTIONS CHECKED
 KK1767'WITHIN LIMITS WITH THE 1977 VALU.S.
 KK1767
 KK1767                          STATION RECOVERY (1984)
 KK1767
 KK1767'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 KK1767'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN
 KK1767'1977 WITH THE FOLLOWING ADDITION.  CONSTRUCTION MAY SOON BLOCK THE
 KK1767'LINE OF SIGHT TO THE STATION MARK SO A NUMBER TWO AZIMUTH MARK WAS SET
 KK1767'AT THIS TIME.
 KK1767
 KK1767                          STATION RECOVERY (2006)
 KK1767
 KK1767'RECOVERY NOTE BY GEOCACHING 2006 (TLX)
 KK1767'N39 51.389 W105 02.981
 KK1767'8FT ERROR. ELEVATION 5473
 KK1767'IMAGES AVAILABLE ON GEOCACHING.COM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5371 ***********************************************************************
 AA5371  DESIGNATION -  ALLIS
 AA5371  PID         -  AA5371
 AA5371  STATE/COUNTY-  CO/SUMMIT
 AA5371  USGS QUAD   -  SQUAW CREEK (1987)
 AA5371
 AA5371                         *CURRENT SURVEY CONTROL
 AA5371  ___________________________________________________________________
 AA5371* NAD 83(1992)-  39 50 43.90781(N)    106 13 54.22343(W)     ADJUSTED  
 AA5371* NAVD 88     -      2437.4    (meters)    7997.     (feet)  GPS OBS   
 AA5371  ___________________________________________________________________
 AA5371  X           -  -1,371,220.633 (meters)                     COMP
 AA5371  Y           -  -4,710,035.275 (meters)                     COMP
 AA5371  Z           -   4,066,385.715 (meters)                     COMP
 AA5371  LAPLACE CORR-           4.14  (seconds)                    DEFLEC99
 AA5371  ELLIP HEIGHT-        2424.84  (meters)          (12/03/02) GPS OBS
 AA5371  GEOID HEIGHT-         -12.59  (meters)                     GEOID03
 AA5371
 AA5371  HORZ ORDER  -  FIRST
 AA5371  ELLP ORDER  -  FOURTH    CLASS II
 AA5371
 AA5371.The horizontal coordinates were established by GPS observations
 AA5371.and adjusted by the National Geodetic Survey in June 1995..
 AA5371
 AA5371.The orthometric height was determined by GPS observations and a
 AA5371.high-resolution geoid model.
 AA5371
 AA5371.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5371
 AA5371.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5371
 AA5371.The ellipsoidal height was determined by GPS observations
 AA5371.and is referenced to NAD 83.
 AA5371
 AA5371.The geoid height was determined by GEOID03.
 AA5371
 AA5371;                    North         East     Units Scale Factor Converg.
 AA5371;SPC CO C     -   528,431.080   851,775.526   MT  1.00002030   -0 27 41.4
 AA5371;SPC CO C     - 1,733,694.30  2,794,533.54   sFT  1.00002030   -0 27 41.4
 AA5371;UTM  13      - 4,411,338.584   394,622.006   MT  0.99973671   -0 47 21.4
 AA5371
 AA5371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5371!SPC CO C     -   0.99961973  x   1.00002030  =   0.99964003
 AA5371!UTM  13      -   0.99961973  x   0.99973671  =   0.99935654
 AA5371
 AA5371                          SUPERSEDED SURVEY CONTROL
 AA5371
 AA5371  ELLIP H (06/21/95) 2424.83   (m)                       GP(       ) 4 1
 AA5371
 AA5371.Superseded values are not recommended for survey control.
 AA5371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5371.See file dsdata.txt to determine how the superseded data were derived.
 AA5371
 AA5371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCE9462211339(NAD 83)
 AA5371_MARKER: I = METAL ROD
 AA5371_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA5371_STAMPING: ALLIS 1993
 AA5371_MARK LOGO: NGS   
 AA5371_PROJECTION: FLUSH
 AA5371_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5371_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA5371+STABILITY: POSITION/ELEVATION WELL
 AA5371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5371+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5371_ROD/PIPE-DEPTH: 2.3  meters
 AA5371_SLEEVE-DEPTH  : 1 meters
 AA5371
 AA5371  HISTORY     - Date     Condition        Report By
 AA5371  HISTORY     - 1993     MONUMENTED       NGS
 AA5371
 AA5371                          STATION DESCRIPTION
 AA5371
 AA5371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RSC)
 AA5371'THE STATION IS LOCATED APPROX. 17 MI (27.4 KM) NORTH NORTHWEST OF
 AA5371'SILVERTHORNE IN THE SOUTHWEST 1/4, SECTION 27, T 2 S, R 79 W, AT STATE
 AA5371'HIGHWAY 9 (SH 9) MILEPOST 120.2.  OWNERSHIP--COLORADO DEPARTMENT OF
 AA5371'TRANSPORTATION (CDOT). TO REACH THE STATION FROM THE EAST JUNCTION OF
 AA5371'SH 9 AND INTERSTATE 70 (I-70 EXIT 205), GO NORTH OF SH 9 FOR 18.6 MI
 AA5371'(29.9 KM) TO THE STATION ON THE RIGHT. THE STATION IS A PUNCH MARK IN
 AA5371'THE TOP OF A STEEL ROD IN A PVC PIPE WITH A LOGO CAP SET IN A CONCRETE
 AA5371'SLEEVE FLUSH WITH THE GROUND.  IT IS 71.7 FT (21.9 M) EAST OF THE
 AA5371'CENTERLINE OF SH 9, 51 FT (15.5 M) NORTH OF THE CENTERLINE OF A GRAVEL
 AA5371'ROAD LEADING EAST TO A HOUSE, 162 FT (49.4 M) WEST NORTHWEST OF THE
 AA5371'CENTER OF A GATE ON THE GRAVEL ROAD, 212,5 FT SOUTH SOUTHWEST OF A
 AA5371'FENCE CORNER, 2.1 FT (0.6 M) SOUTH SOUTHEAST AND NORTH NORTHWEST OF
 AA5371'NGS FIBERGLASS WITNESS POSTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0565 ***********************************************************************
 LN0565  DESIGNATION -  ALLRED
 LN0565  PID         -  LN0565
 LN0565  STATE/COUNTY-  CO/MOFFAT
 LN0565  USGS QUAD   -  LIMESTONE HILL (1973)
 LN0565
 LN0565                         *CURRENT SURVEY CONTROL
 LN0565  ___________________________________________________________________
 LN0565* NAD 83(1992)-  40 30 57.19920(N)    108 34 20.77831(W)     ADJUSTED  
 LN0565* NAVD 88     -      2343.4    (meters)    7688.     (feet)  VERTCON   
 LN0565  ___________________________________________________________________
 LN0565  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 LN0565  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 LN0565
 LN0565  HORZ ORDER  -  THIRD
 LN0565
 LN0565.The horizontal coordinates were established by classical geodetic methods
 LN0565.and adjusted by the National Geodetic Survey in November 1997..
 LN0565
 LN0565.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0565
 LN0565.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0565
 LN0565.The geoid height was determined by GEOID03.
 LN0565
 LN0565;                    North         East     Units Scale Factor Converg.
 LN0565;SPC CO N     -   440,612.574   654,080.100   MT  0.99996753   -1 59 06.7
 LN0565;SPC CO N     - 1,445,576.42  2,145,927.79   sFT  0.99996753   -1 59 06.7
 LN0565;UTM  12      - 4,487,849.696   705,657.833   MT  1.00012065   +1 34 39.5
 LN0565
 LN0565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0565!SPC CO N     -   0.99963501  x   0.99996753  =   0.99960255
 LN0565!UTM  12      -   0.99963501  x   1.00012065  =   0.99975562
 LN0565
 LN0565:                Primary Azimuth Mark                     Grid Az
 LN0565:SPC CO N     -  TISDELL                                  049 52 20.6
 LN0565:UTM  12      -  TISDELL                                  046 18 34.4
 LN0565
 LN0565|---------------------------------------------------------------------|
 LN0565| PID    Reference Object                     Distance      Geod. Az  |
 LN0565|                                                           dddmmss.s |
 LN0565| LN0564 TISDELL                             APPROX. 1.9 KM 0475313.9 |
 LN0565|---------------------------------------------------------------------|
 LN0565
 LN0565                          SUPERSEDED SURVEY CONTROL
 LN0565
 LN0565  NAD 83(1992)-  40 30 57.19605(N)    108 34 20.77583(W) AD(       ) 3
 LN0565  NAD 83(1992)-  40 30 57.19567(N)    108 34 20.77578(W) AD(       ) 3
 LN0565  NAD 83(1986)-  40 30 57.19368(N)    108 34 20.77393(W) AD(       ) 3
 LN0565  NAD 27      -  40 30 57.31506(N)    108 34 18.40128(W) AD(       ) 3
 LN0565  NGVD 29 (07/19/86) 2342.1    (m)         7684.     (f) VERT ANG       
 LN0565
 LN0565.Superseded values are not recommended for survey control.
 LN0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0565.See file dsdata.txt to determine how the superseded data were derived.
 LN0565
 LN0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK0565887850(NAD 83)
 LN0565
 LN0565  HISTORY     - Date     Condition        Report By
 LN0565  HISTORY     - 1939     MONUMENTED       USGS
 LN0565  HISTORY     - 1961     GOOD             USGS
 LN0565
 LN0565                          STATION DESCRIPTION
 LN0565
 LN0565'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (CFL)
 LN0565'IN NE. 1/4 SEC. 1, T 6 N, R 100 W, ABOUT 3/4 MI. SW. OF THE OLD ALLRED
 LN0565'HOMESTEAD, ON TOP OF BARE HILL.
 LN0565'
 LN0565'TO REACH STATION FROM SUNBEAM SCHOOL, DRIVE N. AND W. ON COUNTY ROAD
 LN0565'318 FOR 1.4 MI. TO JUNCTION OF COUNTY ROAD 318 AND 10.  TAKE LEFT FORK
 LN0565'(COUNTY ROAD 10) 18.0 MI., CROSSING BRIDGE OVER LITTLE SNAKE RIVER, TO
 LN0565'TRACK RD. ON LEFT GOING IN SW. DIRECTION.  TAKE TRACK RD. LEFT 1.6 MI.
 LN0565'TO RD. FORK AT S. END OF CLEARED FIELD.  CONTINUE STRAIGHT AHEAD UP
 LN0565'TRACK RD. ON TOP OF RED SANDSTONE RIDGE 2.1 MI. TO GAP IN FENCELINE AT
 LN0565'SADDLE.  CONTINUE S. DOWNHILL AND THEN W. 2.2 MI. TO OLD ALLRED
 LN0565'HOMESTEAD CABIN.  CONTINUE W. PAST CABIN 0.9 MI. TO N-S. FENCELINE.
 LN0565'TURN LEFT AND FOLLOW FENCELINE S. ABOUT 0.2 MI. TO BASE OF HILL.  END
 LN0565'OF TRUCK TRAVEL.  PACK UP HILL TO TOP AND STATION SITE.  JEEP IS
 LN0565'NECESSARY.
 LN0565'
 LN0565'STATION MARK--STANDARD BRONZE TABLET CEMENTED IN LARGE ROCK, STAMPED
 LN0565'---ALLRED 1939---.
 LN0565'
 LN0565'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE TABLET CEMENTED IN
 LN0565'LARGE ROCK, STAMPED ---ALLRED NO. 1---, 12.35 FT. FROM STATION,
 LN0565'S 88 DEG 47 MIN W.
 LN0565'
 LN0565'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE TABLET CEMENTED IN
 LN0565'LARGE ROCK, STAMPED ---ALLRED NO. 2---, 48.45 FT. FROM STATION,
 LN0565'N 17 DEG 57 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0725 ***********************************************************************
 JL0725  DESIGNATION -  ALMONT
 JL0725  PID         -  JL0725
 JL0725  STATE/COUNTY-  CO/GUNNISON
 JL0725  USGS QUAD   -  FLAT TOP (1964)
 JL0725
 JL0725                         *CURRENT SURVEY CONTROL
 JL0725  ___________________________________________________________________
 JL0725* NAD 83(1992)-  38 39 22.44692(N)    106 53 04.58965(W)     ADJUSTED  
 JL0725* NAVD 88     -      2899.0    (meters)    9511.     (feet)  VERTCON   
 JL0725  ___________________________________________________________________
 JL0725  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 JL0725  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 JL0725
 JL0725  HORZ ORDER  -  SECOND
 JL0725
 JL0725.The horizontal coordinates were established by classical geodetic methods
 JL0725.and adjusted by the National Geodetic Survey in January 1993..
 JL0725
 JL0725.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0725
 JL0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0725
 JL0725.The geoid height was determined by GEOID03.
 JL0725
 JL0725;                    North         East     Units Scale Factor Converg.
 JL0725;SPC CO C     -   397,067.080   793,888.757   MT  0.99996585   -0 52 23.7
 JL0725;SPC CO C     - 1,302,710.91  2,604,616.70   sFT  0.99996585   -0 52 23.7
 JL0725;UTM  13      - 4,280,314.743   336,015.195   MT  0.99993116   -1 10 38.9
 JL0725
 JL0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0725!SPC CO C     -   0.99954757  x   0.99996585  =   0.99951343
 JL0725!UTM  13      -   0.99954757  x   0.99993116  =   0.99947876
 JL0725
 JL0725:                Primary Azimuth Mark                     Grid Az
 JL0725:SPC CO C     -  MCINTOSH                                 232 19 50.4
 JL0725:UTM  13      -  MCINTOSH                                 232 38 05.6
 JL0725
 JL0725|---------------------------------------------------------------------|
 JL0725| PID    Reference Object                     Distance      Geod. Az  |
 JL0725|                                                           dddmmss.s |
 JL0725| JL0745 MCINTOSH                            APPROX.14.5 KM 2312726.7 |
 JL0725|---------------------------------------------------------------------|
 JL0725
 JL0725                          SUPERSEDED SURVEY CONTROL
 JL0725
 JL0725  NAD 83(1986)-  38 39 22.44528(N)    106 53 04.60111(W) AD(       ) 2
 JL0725  NAD 27      -  38 39 22.47800(N)    106 53 02.45200(W) AD(       ) 2
 JL0725  NGVD 29 (07/19/86) 2897.3    (m)         9506.     (f) VERT ANG       
 JL0725
 JL0725.Superseded values are not recommended for survey control.
 JL0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0725.See file dsdata.txt to determine how the superseded data were derived.
 JL0725
 JL0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC3601580315(NAD 83)
 JL0725_MARKER: DD = SURVEY DISK
 JL0725_SETTING: 66 = SET IN ROCK OUTCROP
 JL0725_SP_SET: SET IN ROCK OUTCROP
 JL0725_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0725+STABILITY: POSITION/ELEVATION WELL
 JL0725
 JL0725  HISTORY     - Date     Condition        Report By
 JL0725  HISTORY     - 1925     MONUMENTED       USGS
 JL0725  HISTORY     - 1958     GOOD             USGS
 JL0725
 JL0725                          STATION DESCRIPTION
 JL0725
 JL0725'DESCRIBED BY US GEOLOGICAL SURVEY 1925
 JL0725'ON ROCKY SAGEBRUSH SUMMIT, POINT OF RIDGE, ABOUT 2 MI. W. FROM ALMONT
 JL0725'P.O. ANIMALS CAN EASILY BE TAKEN TO STATION.
 JL0725'
 JL0725'STATION MARK - BRONZE TABLET CEMENTED IN ROCK.
 JL0725'
 JL0725'REFERENCE MARK - BRONZE REFERENCE TABLET CEMENTED IN ROCK, 38.20 FT
 JL0725'FROM STATION, N 01 DEG 26 MIN W.
 JL0725
 JL0725                          STATION RECOVERY (1958)
 JL0725
 JL0725'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958 (OSR)
 JL0725'LOCATED ABOUT 7-1/2 MILES NORTH AND 2-1/2 MILES EAST OF
 JL0725'GUNNISON, ON THE HIGHEST POINT OF A LOW, TIMBERED HILL.
 JL0725'POINT OBSERVED WAS THE GEOLOGICAL SURVEY TARGET SET OVER MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0721 ***********************************************************************
 JL0721  DESIGNATION -  ALMOST
 JL0721  PID         -  JL0721
 JL0721  STATE/COUNTY-  CO/GUNNISON
 JL0721  USGS QUAD   -  GUNNISON (1970)
 JL0721
 JL0721                         *CURRENT SURVEY CONTROL
 JL0721  ___________________________________________________________________
 JL0721* NAD 83(1992)-  38 33 55.88044(N)    106 52 34.06886(W)     ADJUSTED  
 JL0721* NAVD 88     -      2559.3    (meters)    8397.     (feet)  VERTCON   
 JL0721  ___________________________________________________________________
 JL0721  LAPLACE CORR-           3.62  (seconds)                    DEFLEC99
 JL0721  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 JL0721
 JL0721  HORZ ORDER  -  THIRD
 JL0721
 JL0721.The horizontal coordinates were established by classical geodetic methods
 JL0721.and adjusted by the National Geodetic Survey in January 1993..
 JL0721
 JL0721.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0721
 JL0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0721
 JL0721.The geoid height was determined by GEOID03.
 JL0721
 JL0721;                    North         East     Units Scale Factor Converg.
 JL0721;SPC CO C     -   386,987.437   794,474.078   MT  0.99997930   -0 52 04.5
 JL0721;SPC CO C     - 1,269,641.28  2,606,537.04   sFT  0.99997930   -0 52 04.5
 JL0721;UTM  13      - 4,270,232.570   336,547.167   MT  0.99992902   -1 10 11.5
 JL0721
 JL0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0721!SPC CO C     -   0.99960083  x   0.99997930  =   0.99958014
 JL0721!UTM  13      -   0.99960083  x   0.99992902  =   0.99952988
 JL0721
 JL0721:                Primary Azimuth Mark                     Grid Az
 JL0721:SPC CO C     -  HENRY R                                  236 49 35.8
 JL0721:UTM  13      -  HENRY R                                  237 07 42.8
 JL0721
 JL0721|---------------------------------------------------------------------|
 JL0721| PID    Reference Object                     Distance      Geod. Az  |
 JL0721|                                                           dddmmss.s |
 JL0721| JL0717 HENRY R                             APPROX.11.8 KM 2355731.3 |
 JL0721|---------------------------------------------------------------------|
 JL0721
 JL0721                          SUPERSEDED SURVEY CONTROL
 JL0721
 JL0721  NAD 83(1986)-  38 33 55.88016(N)    106 52 34.08046(W) AD(       ) 3
 JL0721  NAD 27      -  38 33 55.91673(N)    106 52 31.94495(W) AD(       ) 3
 JL0721  NGVD 29 (07/19/86) 2557.7    (m)         8391.     (f) VERT ANG       
 JL0721
 JL0721.Superseded values are not recommended for survey control.
 JL0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0721.See file dsdata.txt to determine how the superseded data were derived.
 JL0721
 JL0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC3654770233(NAD 83)
 JL0721_MARKER: DD = SURVEY DISK
 JL0721_SETTING: 80 = SET IN A BOULDER
 JL0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0721+STABILITY: SURFACE MOTION
 JL0721
 JL0721  HISTORY     - Date     Condition        Report By
 JL0721  HISTORY     - 1950     MONUMENTED       USGS
 JL0721
 JL0721                          STATION DESCRIPTION
 JL0721
 JL0721'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JL0721'STATION LOCATED APPROXIMATELY 3 MI. AIRLINE NE. OF GUNNISON, COLORADO,
 JL0721'IN T. 5 N., R. 1 E., SEC. 28, ON HIGHEST POINT OF SMALL TOP.
 JL0721'
 JL0721'TO REACH FROM POST OFFICE AT GUNNISON, COLORADO, GO 1 BLK. S. TO U.S.
 JL0721'HIGHWAY 50, THENCE LEFT E. ALONG HWY. 50  1.6 MI. TO CEMETERY.
 JL0721'GO THROUGH CEMETERY AND OUT GATE IN NE. CORNER. TURN LEFT ON TRACK RD.
 JL0721'0.6 MI. TO RD. FORK SE. CONTINUE ON N. 0.6 MI. TO RESERVOIR.CONTINUE
 JL0721'ON N. TO HEAD DRY WASH 0.2 MI. LEAVE RD. AT THIS POINT. GO SE. AROUND
 JL0721'POINT OF HILL, THEN UP CANYON TO NE. 0.65 MI. TO RIDGE BETWEEN DRAINS,
 JL0721'THEN UP RIDGE BETWEEN DRAINS 0.75 MI.TO HEAD OF DRAIN, WHICH RUNS ON
 JL0721'S. SIDE OF RIDGE.  FROM THIS POINT GO SW.0.2 MI. TO TOP OF HILL AND
 JL0721'STATION SITE.
 JL0721'IN LARGE BOULDER.
 JL0721'
 JL0721'REFERENCE MARKS - NONE
 JL0721'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7986 ***********************************************************************
 AB7986  SACS        -  This is a Secondary Airport Control Station.
 AB7986  DESIGNATION -  ALS A
 AB7986  PID         -  AB7986
 AB7986  STATE/COUNTY-  CO/ALAMOSA
 AB7986  USGS QUAD   -  ALAMOSA EAST (1966)
 AB7986
 AB7986                         *CURRENT SURVEY CONTROL
 AB7986  ___________________________________________________________________
 AB7986* NAD 83(1992)-  37 26 48.65912(N)    105 51 28.65648(W)     ADJUSTED  
 AB7986* NAVD 88     -      2296.85   (meters)    7535.6    (feet)  GPS OBS   
 AB7986  ___________________________________________________________________
 AB7986  X           -  -1,385,888.053 (meters)                     COMP
 AB7986  Y           -  -4,878,781.419 (meters)                     COMP
 AB7986  Z           -   3,858,268.795 (meters)                     COMP
 AB7986  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 AB7986  ELLIP HEIGHT-        2280.04  (meters)          (10/21/02) GPS OBS
 AB7986  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 AB7986
 AB7986  HORZ ORDER  -  FIRST
 AB7986  ELLP ORDER  -  FIFTH     CLASS I
 AB7986
 AB7986.This mark is at San Luis Valley Regional/bergman Fld Airport (ALS)
 AB7986
 AB7986.The horizontal coordinates were established by GPS observations
 AB7986.and adjusted by the National Geodetic Survey in June 2000..
 AB7986
 AB7986.The orthometric height was determined by GPS observations and a
 AB7986.high-resolution geoid model.
 AB7986
 AB7986.GPS derived orthometric heights for airport stations designated as
 AB7986.PACS or SACS are published to 2 decimal places.  This maintains
 AB7986.centimeter relative accuracy between the PACS and SACS.  It does
 AB7986.not indicate centimeter accuracy relative to other marks which are
 AB7986.part of the NAVD 88 network.
 AB7986
 AB7986.Photographs are available for this station.
 AB7986
 AB7986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7986
 AB7986.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7986
 AB7986.The ellipsoidal height was determined by GPS observations
 AB7986.and is referenced to NAD 83.
 AB7986
 AB7986.The geoid height was determined by GEOID03.
 AB7986
 AB7986;                    North         East     Units Scale Factor Converg.
 AB7986;SPC CO S     -   391,448.853   882,727.711   MT  0.99996811   -0 13 10.4
 AB7986;SPC CO S     - 1,284,278.45  2,896,082.50   sFT  0.99996811   -0 13 10.4
 AB7986;UTM  13      - 4,144,790.231   424,110.374   MT  0.99967094   -0 31 18.1
 AB7986
 AB7986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7986!SPC CO S     -   0.99964233  x   0.99996811  =   0.99961046
 AB7986!UTM  13      -   0.99964233  x   0.99967094  =   0.99931339
 AB7986
 AB7986                          SUPERSEDED SURVEY CONTROL
 AB7986
 AB7986  ELLIP H (06/30/00) 2280.06   (m)                       GP(       ) 1 1
 AB7986
 AB7986.Superseded values are not recommended for survey control.
 AB7986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7986.See file dsdata.txt to determine how the superseded data were derived.
 AB7986
 AB7986_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB2411044790(NAD 83)
 AB7986_MARKER: DD = SURVEY DISK
 AB7986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7986_STAMPING: ALS A 1978
 AB7986_MARK LOGO: NGS   
 AB7986_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB7986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7986+STABILITY: SURFACE MOTION
 AB7986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7986+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2000
 AB7986
 AB7986  HISTORY     - Date     Condition        Report By
 AB7986  HISTORY     - 1978     MONUMENTED       NGS
 AB7986  HISTORY     - 19910615 GOOD             NGS
 AB7986  HISTORY     - 19990504 GOOD             NGS
 AB7986  HISTORY     - 20000731 GOOD             NGS
 AB7986
 AB7986                          STATION DESCRIPTION
 AB7986
 AB7986'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AB7986'THE STATION IS LOCATED IN THE NE PART OF THE ALAMOSA MUNI AIRPORT,
 AB7986'178.4 FT (54.4 M) SW OF A FENCE CORNER, 199.3 FT (60.7 M) SE OF THE
 AB7986'CENTELINE END OF RUNWAY 20 AND ON LINE WITH THE BACK EDGE OF THE
 AB7986'RUNWAY.  THE STATION IS A NOS DISK STAMPED ALS A 1978 SET IN THE TOP
 AB7986'OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AB7986
 AB7986                          STATION RECOVERY (1999)
 AB7986
 AB7986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AB7986'THE STATION IS LOCATED ABOUT 11.5 MI (18.5 KM) NORTH-NORTHEAST OF LA
 AB7986'JARA, 2 MI (3.2 KM) SOUTH OF ALAMOSA AND AT THE SAN LUIS VALLEY
 AB7986'REGIONAL AIRPORT, IN THE SOUTHEAST 1/4 OF SECTION 15, T 37 N, R 10 E.
 AB7986'ACCESS TO THE AIRPORT IS CONTROLLED.  PERMISSION TO USE THIS STATION
 AB7986'MUST BE OBTAINED FROM THE AIRPORT MANAGER.  OWNERSHIP--SAN LUIS VALLEY
 AB7986'REGIONAL AIRPORT, P.O.  BOX 419, 425 4TH STREET, ALAMOSA, CO 81101.
 AB7986'CONTACT--MR.  JOE BOOS, TELEPHONE--719-580-6444
 AB7986'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 285 AND
 AB7986'U.S.  HIGHWAY 160 IN ALAMOSA, GO SOUTH ON U.S.  HIGHWAY 285 FOR 1.7 MI
 AB7986'(2.7 KM) TO THE INTERSECTION OF AIRPORT ROAD.  TURN LEFT, EAST, ON
 AB7986'AIRPORT ROAD FOR 1.0 MI (1.6 KM) TO THE TERMINAL BUILDING.  CONTACT
 AB7986'AIRPORT OPERATIONS BEFORE GOING INTO THE FLIGHT OPERATIONS AREA. ENTER
 AB7986'THE TERMINAL RAMP AREA AND GO EAST ACROSS TERMINAL RAMP TO RAMP A/2
 AB7986'AND TAXIWAY A.  TURN LEFT, NORTH-NORTHEAST, FOR 0.2 MI (0.3 KM) ALONG
 AB7986'TAXIWAY A TO RAMP A/2.  TURN RIGHT, EAST-SOUTHEAST, ON RAMP A/2 FOR
 AB7986'0.1 MI (0.2 KM) TO THE RUNWAY END OF 20/2.  TURN LEFT,
 AB7986'NORTH-NORTHEAST, FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT, AT
 AB7986'THE NORTHEAST END OF THE PAVEMENT
 AB7986'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 20 CM CONCRETE
 AB7986'POST RECESSED 2 CM BELOW THE GROUND.  IT IS 77.9 M (255.6 FT)
 AB7986'SOUTHEAST FROM THE MIDDLE OF A WHITE BOX FOR A LOCALIZER, 60.7 M
 AB7986'(199.1 FT) SOUTHEAST FROM THE CENTER LINE END OF RUNWAY 20 AND ON LINE
 AB7986'WITH THE BACK EDGE OF THE RUNWAY, 54.4 M (178.5 FT) SOUTHWEST FROM A
 AB7986'FENCE CORNER AND 39.0 M (128.0 FT) EAST FROM THE NORTHEAST END OF
 AB7986'RUNWAY 20, 0.4 M (1.3 FT) NORTH FROM A WITNESS POST.  THE STATION IS
 AB7986'DESIGNATED A PRIMARY AIRPORT CONTROL STATION FOR THE ANA PROJECT. THE
 AB7986
 AB7986                          STATION RECOVERY (2000)
 AB7986
 AB7986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AB7986'RECOVERED NOTE--THE MARK IS RECESSED 20 CM BELOW THE GROUND.
 AB7986'NOTE--THIS STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION
 AB7986'(SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5935 ***********************************************************************
 AI5935  PACS        -  This is a Primary Airport Control Station.
 AI5935  DESIGNATION -  ALS B
 AI5935  PID         -  AI5935
 AI5935  STATE/COUNTY-  CO/ALAMOSA
 AI5935  USGS QUAD   -  ALAMOSA EAST (1966)
 AI5935
 AI5935                         *CURRENT SURVEY CONTROL
 AI5935  ___________________________________________________________________
 AI5935* NAD 83(1992)-  37 26 26.60392(N)    105 51 56.52397(W)     ADJUSTED  
 AI5935* NAVD 88     -      2297.66   (meters)    7538.2    (feet)  GPS OBS   
 AI5935  ___________________________________________________________________
 AI5935  X           -  -1,386,660.424 (meters)                     COMP
 AI5935  Y           -  -4,878,992.552 (meters)                     COMP
 AI5935  Z           -   3,857,729.254 (meters)                     COMP
 AI5935  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 AI5935  ELLIP HEIGHT-        2280.86  (meters)          (10/21/02) GPS OBS
 AI5935  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 AI5935
 AI5935  HORZ ORDER  -  B
 AI5935  ELLP ORDER  -  FIFTH     CLASS I
 AI5935
 AI5935.This mark is at San Luis Valley Regional/bergman Fld Airport (ALS)
 AI5935
 AI5935.The horizontal coordinates were established by GPS observations
 AI5935.and adjusted by the National Geodetic Survey in June 2000..
 AI5935
 AI5935.The orthometric height was determined by GPS observations and a
 AI5935.high-resolution geoid model.
 AI5935
 AI5935.GPS derived orthometric heights for airport stations designated as
 AI5935.PACS or SACS are published to 2 decimal places.  This maintains
 AI5935.centimeter relative accuracy between the PACS and SACS.  It does
 AI5935.not indicate centimeter accuracy relative to other marks which are
 AI5935.part of the NAVD 88 network.
 AI5935
 AI5935.Photographs are available for this station.
 AI5935
 AI5935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5935
 AI5935.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5935
 AI5935.The ellipsoidal height was determined by GPS observations
 AI5935.and is referenced to NAD 83.
 AI5935
 AI5935.The geoid height was determined by GEOID03.
 AI5935
 AI5935;                    North         East     Units Scale Factor Converg.
 AI5935;SPC CO S     -   390,771.584   882,040.092   MT  0.99996883   -0 13 27.5
 AI5935;SPC CO S     - 1,282,056.44  2,893,826.54   sFT  0.99996883   -0 13 27.5
 AI5935;UTM  13      - 4,144,116.796   423,419.400   MT  0.99967224   -0 31 34.8
 AI5935
 AI5935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5935!SPC CO S     -   0.99964221  x   0.99996883  =   0.99961105
 AI5935!UTM  13      -   0.99964221  x   0.99967224  =   0.99931456
 AI5935
 AI5935                          SUPERSEDED SURVEY CONTROL
 AI5935
 AI5935  ELLIP H (06/30/00) 2280.87   (m)                       GP(       ) 1 1
 AI5935
 AI5935.Superseded values are not recommended for survey control.
 AI5935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5935.See file dsdata.txt to determine how the superseded data were derived.
 AI5935
 AI5935_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB2341944117(NAD 83)
 AI5935_MARKER: I = METAL ROD
 AI5935_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI5935_STAMPING: ALS B 1999
 AI5935_MARK LOGO: NGS   
 AI5935_PROJECTION: FLUSH
 AI5935_MAGNETIC: I = MARKER IS A STEEL ROD
 AI5935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5935+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2000
 AI5935_ROD/PIPE-DEPTH: 10.7 meters
 AI5935_SLEEVE-DEPTH  : 0.9 meters
 AI5935
 AI5935  HISTORY     - Date     Condition        Report By
 AI5935  HISTORY     - 1999     MONUMENTED       NGS
 AI5935  HISTORY     - 20000731 GOOD             NGS
 AI5935
 AI5935                          STATION DESCRIPTION
 AI5935
 AI5935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5935'THE STATION IS LOCATED ABOUT 11.5 MI (18.5 KM) NORTH-NORTHEAST OF LA
 AI5935'JARA, 2 MI (3.2 KM) SOUTH OF ALAMOSA AND AT THE SAN LUIS VALLEY
 AI5935'REGIONAL AIRPORT, IN THE NORTHEAST 1/4 OF SECTION 22, T 37 N, R 10 E.
 AI5935'ACCESS TO THE AIRPORT IS CONTROLLED.  PERMISSION TO USE THIS STATION
 AI5935'MUST BE OBTAINED FROM THE AIRPORT MANAGER.  OWNERSHIP--SAN LUIS VALLEY
 AI5935'REGIONAL AIRPORT, P.O.  BOX 419, 425 4TH STREET, ALAMOSA, CO 81101.
 AI5935'CONTACT--MR.  JOE BOOS, TELEPHONE--719-580-6444
 AI5935'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 285 AND
 AI5935'U.S.  HIGHWAY 160 IN ALAMOSA, GO SOUTH ON U.S.  HIGHWAY 285 FOR 1.7 MI
 AI5935'(2.7 KM) TO THE INTERSECTION OF AIRPORT ROAD.  TURN LEFT, EAST, ON
 AI5935'AIRPORT ROAD FOR 1.0 MI (1.6 KM) TO THE TERMINAL BUILDING.  CONTACT
 AI5935'AIRPORT OPERATIONS BEFORE GOING INTO THE FLIGHT OPERATIONS AREA. ENTER
 AI5935'THE TERMINAL RAMP AREA AND GO EAST ACROSS TERMINAL RAMP TO RAMP A/2
 AI5935'AND TAXIWAY A.  TURN RIGHT, SOUTH, ON TAXIWAY A FOR 0.25 MI, (0.40 KM)
 AI5935'JUST PAST THE SOUTHWESTERN MOST TERMINAL RAMP AREA AND THE STATION ON
 AI5935'THE RIGHT
 AI5935'THE MARK IS A PUNCH HOLE, TOP CENTER ON A M LONG STAINLESS STEEL ROD
 AI5935'DRIVEN TO REFUSAL, ENCASED IN A 0.9 M (3.0 FT) LONG GREASED PVC PIPE,
 AI5935'ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A CONCRETE
 AI5935'COLLAR FLUSH WITH THE GROUND.  IT IS 69.5 M (228.0 FT) EAST FROM THE
 AI5935'CENTER OF THE SECONDARY WEATHER MAST, 44.5 M (146.0 FT)
 AI5935'SOUTH-SOUTHWEST FROM THE SOUTHEAST CORNER OF A HELICOPTER PAD AND 29.4
 AI5935'M (96.5 FT) WEST-NORTHWEST FROM THE CENTER OF THE TAXIWAY A. THE
 AI5935'STATION IS DESIGNATED A PRIMARY AIRPORT CONTROL STATION FOR THE ANA
 AI5935'PROJECT.
 AI5935
 AI5935                          STATION RECOVERY (2000)
 AI5935
 AI5935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AI5935'RECOVERED AS DESCRIBED.  NOTE--THIS STATION IS DESIGNATED A PRIMARY
 AI5935'AIRPORT CONTROL STATION (PACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5936 ***********************************************************************
 AI5936  SACS        -  This is a Secondary Airport Control Station.
 AI5936  DESIGNATION -  ALS C
 AI5936  PID         -  AI5936
 AI5936  STATE/COUNTY-  CO/ALAMOSA
 AI5936  USGS QUAD   -  ALAMOSA WEST (1966)
 AI5936
 AI5936                         *CURRENT SURVEY CONTROL
 AI5936  ___________________________________________________________________
 AI5936* NAD 83(1992)-  37 25 36.99647(N)    105 52 35.49517(W)     ADJUSTED  
 AI5936* NAVD 88     -      2297.58   (meters)    7538.0    (feet)  GPS OBS   
 AI5936  ___________________________________________________________________
 AI5936  X           -  -1,387,836.608 (meters)                     COMP
 AI5936  Y           -  -4,879,624.880 (meters)                     COMP
 AI5936  Z           -   3,856,514.360 (meters)                     COMP
 AI5936  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 AI5936  ELLIP HEIGHT-        2280.77  (meters)          (10/21/02) GPS OBS
 AI5936  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 AI5936
 AI5936  HORZ ORDER  -  FIRST
 AI5936  ELLP ORDER  -  FIFTH     CLASS I
 AI5936
 AI5936.This mark is at San Luis Valley Regional/bergman Fld Airport (ALS)
 AI5936
 AI5936.The horizontal coordinates were established by GPS observations
 AI5936.and adjusted by the National Geodetic Survey in June 2000..
 AI5936
 AI5936.The orthometric height was determined by GPS observations and a
 AI5936.high-resolution geoid model.
 AI5936
 AI5936.GPS derived orthometric heights for airport stations designated as
 AI5936.PACS or SACS are published to 2 decimal places.  This maintains
 AI5936.centimeter relative accuracy between the PACS and SACS.  It does
 AI5936.not indicate centimeter accuracy relative to other marks which are
 AI5936.part of the NAVD 88 network.
 AI5936
 AI5936.Photographs are available for this station.
 AI5936
 AI5936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5936
 AI5936.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5936
 AI5936.The ellipsoidal height was determined by GPS observations
 AI5936.and is referenced to NAD 83.
 AI5936
 AI5936.The geoid height was determined by GEOID03.
 AI5936
 AI5936;                    North         East     Units Scale Factor Converg.
 AI5936;SPC CO S     -   389,246.081   881,075.974   MT  0.99997050   -0 13 51.4
 AI5936;SPC CO S     - 1,277,051.52  2,890,663.42   sFT  0.99997050   -0 13 51.4
 AI5936;UTM  13      - 4,142,596.845   422,447.546   MT  0.99967408   -0 31 57.8
 AI5936
 AI5936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5936!SPC CO S     -   0.99964222  x   0.99997050  =   0.99961273
 AI5936!UTM  13      -   0.99964222  x   0.99967408  =   0.99931642
 AI5936
 AI5936                          SUPERSEDED SURVEY CONTROL
 AI5936
 AI5936  ELLIP H (06/30/00) 2280.79   (m)                       GP(       ) 1 1
 AI5936
 AI5936.Superseded values are not recommended for survey control.
 AI5936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5936.See file dsdata.txt to determine how the superseded data were derived.
 AI5936
 AI5936_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB2244842597(NAD 83)
 AI5936_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5936_STAMPING: ALS C 1999
 AI5936_MARK LOGO: NGS   
 AI5936_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI5936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5936+STABILITY: SURFACE MOTION
 AI5936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5936+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2000
 AI5936
 AI5936  HISTORY     - Date     Condition        Report By
 AI5936  HISTORY     - 1999     MONUMENTED       NGS
 AI5936  HISTORY     - 20000731 GOOD             NGS
 AI5936
 AI5936                          STATION DESCRIPTION
 AI5936
 AI5936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5936'THE STATION IS LOCATED ABOUT 11.5 MI (18.5 KM) NORTH-NORTHEAST OF LA
 AI5936'JARA, 2 MI (3.2 KM) SOUTH OF ALAMOSA AND AT THE SAN LUIS VALLEY
 AI5936'REGIONAL AIRPORT, IN THE NORTHEAST 1/4 OF SECTION 26, T 37 N, R 10 E.
 AI5936'ACCESS TO THE AIRPORT IS CONTROLLED.  PERMISSION TO USE THIS STATION
 AI5936'MUST BE OBTAINED FROM THE AIRPORT MANAGER.  OWNERSHIP--SAN LUIS VALLEY
 AI5936'REGIONAL AIRPORT, P.O.  BOX 419, 425 4TH STREET, ALAMOSA, CO 81101.
 AI5936'CONTACT--MR.  JOE BOOS, TELEPHONE--719-580-6444
 AI5936'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 285 AND
 AI5936'U.S.  HIGHWAY 160 IN ALAMOSA, GO SOUTH ON U.S.  HIGHWAY 285 FOR 1.7 MI
 AI5936'(2.7 KM) TO THE INTERSECTION OF AIRPORT ROAD.  TURN LEFT, EAST, ON
 AI5936'AIRPORT ROAD FOR 1.0 MI (1.6 KM) TO THE TERMINAL BUILDING.  CONTACT
 AI5936'AIRPORT OPERATIONS BEFORE GOING INTO THE FLIGHT OPERATIONS AREA. ENTER
 AI5936'THE TERMINAL RAMP AREA AND GO EAST ACROSS TERMINAL RAMP TO RAMP A/2
 AI5936'AND TAXIWAY A.  TURN RIGHT, SOUTH, ON TAXIWAY A FOR 1.35 MI, (2.17 KM)
 AI5936'TO THE STATION ON THE RIGHT, JUST BEFORE THE RUNUP AREA AT THE TAXIWAY
 AI5936'A END OF RUNWAY 2
 AI5936'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 AI5936'POST FLUSH WITH THE GROUND.  IT IS SET INTO THE TOP OF AN OLD ROAD
 AI5936'BED, NEAR THE END OF RUNWAY 2.  IT IS 39.4 M (129.3 FT) WEST-NORTHWEST
 AI5936'FROM THE CENTER LINE OF TAXIWAY A, 35.5 M (116.5 FT) NORTHEAST FROM
 AI5936'THE NORTHWEST CORNER OF RUNUP AREA FOR TAXIWAY A AND 30.8 M (101.0 FT)
 AI5936'EAST-SOUTHEAST FROM THE BOUNDARY FENCE AND 1.8 M (5.9 FT) EAST FROM A
 AI5936'WITNESS POST.  THIS STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL
 AI5936'STATION FOR THE ANA PROJECT.
 AI5936
 AI5936                          STATION RECOVERY (2000)
 AI5936
 AI5936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AI5936'RECOVERED AS DESCRIBED.  NOTE--THIS STATION IS DESIGNATED A SECONDARY
 AI5936'AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI7401 ***********************************************************************
 AI7401  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI7401  DESIGNATION -  ALTERNATE MASTER CORS ARP
 AI7401  CORS_ID     -  AMC2
 AI7401  PID         -  AI7401
 AI7401  STATE/COUNTY-  CO/EL PASO
 AI7401  USGS QUAD   -  CORRAL BLUFFS (1975)
 AI7401
 AI7401                         *CURRENT SURVEY CONTROL
 AI7401  ___________________________________________________________________
 AI7401* NAD 83(CORS)-  38 48 11.22622(N)    104 31 28.49730(W)     ADJUSTED  
 AI7401* NAVD 88     -                                                        
 AI7401  ___________________________________________________________________
 AI7401  EPOCH DATE  -        2002.00
 AI7401  X           -  -1,248,595.534 (meters)                     COMP
 AI7401  Y           -  -4,819,429.553 (meters)                     COMP
 AI7401  Z           -   3,976,506.047 (meters)                     COMP
 AI7401  ELLIP HEIGHT-        1912.31  (meters)          (03/??/02) GPS OBS
 AI7401  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 AI7401
 AI7401  HORZ ORDER  -  SPECIAL (CORS)
 AI7401  ELLP ORDER  -  SPECIAL (CORS)
 AI7401
 AI7401.ITRF positions are available for this station.
 AI7401.The coordinates were established by GPS observations
 AI7401.and adjusted by the National Geodetic Survey in March 2002..
 AI7401.The coordinates are valid at the epoch date displayed above.
 AI7401.The epoch date for horizontal control is a decimal equivalence
 AI7401.of Year/Month/Day.
 AI7401
 AI7401
 AI7401.The PID for the CORS L1 Phase Center is AI7439.
 AI7401
 AI7401.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI7401
 AI7401.The ellipsoidal height was determined by GPS observations
 AI7401.and is referenced to NAD 83.
 AI7401
 AI7401.The geoid height was determined by GEOID03.
 AI7401
 AI7401;                    North         East     Units Scale Factor Converg.
 AI7401;SPC CO C     -   412,908.374   999,126.480   MT  0.99994935   +0 36 54.7
 AI7401;SPC CO C     - 1,354,683.56  3,277,967.46   sFT  0.99994935   +0 36 54.7
 AI7401
 AI7401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7401!SPC CO C     -   0.99970005  x   0.99994935  =   0.99964941
 AI7401
 AI7401                          SUPERSEDED SURVEY CONTROL
 AI7401
 AI7401  NAD 83(CORS)-  38 48 11.22616(N)    104 31 28.49728(W) AD(1997.00) c
 AI7401  ELLIP H (07/??/00) 1912.33   (m)                       GP(1997.00) c c
 AI7401
 AI7401.Superseded values are not recommended for survey control.
 AI7401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7401.See file dsdata.txt to determine how the superseded data were derived.
 AI7401
 AI7401_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC4128195036(NAD 83)
 AI7401_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI7401
 AI7401                          STATION DESCRIPTION
 AI7401
 AI7401'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AI7401'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI7401'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI7401'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI7401'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI7401'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI7439 ***********************************************************************
 AI7439  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI7439  DESIGNATION -  ALTERNATE MASTER CORS L1 PHASE CENTER
 AI7439  CORS_ID     -  AMC2
 AI7439  PID         -  AI7439
 AI7439  STATE/COUNTY-  CO/EL PASO
 AI7439  USGS QUAD   -  CORRAL BLUFFS (1975)
 AI7439
 AI7439                         *CURRENT SURVEY CONTROL
 AI7439  ___________________________________________________________________
 AI7439* NAD 83(CORS)-  38 48 11.22622(N)    104 31 28.49730(W)     ADJUSTED  
 AI7439* NAVD 88     -                                                        
 AI7439  ___________________________________________________________________
 AI7439  EPOCH DATE  -        2002.00
 AI7439  X           -  -1,248,595.556 (meters)                     COMP
 AI7439  Y           -  -4,819,429.636 (meters)                     COMP
 AI7439  Z           -   3,976,506.116 (meters)                     COMP
 AI7439  ELLIP HEIGHT-        1912.42  (meters)          (03/??/02) GPS OBS
 AI7439  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 AI7439
 AI7439  HORZ ORDER  -  SPECIAL (CORS)
 AI7439  ELLP ORDER  -  SPECIAL (CORS)
 AI7439
 AI7439.ITRF positions are available for this station.
 AI7439.The coordinates were established by GPS observations
 AI7439.and adjusted by the National Geodetic Survey in March 2002..
 AI7439.The coordinates are valid at the epoch date displayed above.
 AI7439.The epoch date for horizontal control is a decimal equivalence
 AI7439.of Year/Month/Day.
 AI7439
 AI7439
 AI7439.The PID for the CORS ARP is AI7401.
 AI7439
 AI7439.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI7439
 AI7439.The ellipsoidal height was determined by GPS observations
 AI7439.and is referenced to NAD 83.
 AI7439
 AI7439.The geoid height was determined by GEOID03.
 AI7439
 AI7439;                    North         East     Units Scale Factor Converg.
 AI7439;SPC CO C     -   412,908.374   999,126.480   MT  0.99994935   +0 36 54.7
 AI7439;SPC CO C     - 1,354,683.56  3,277,967.46   sFT  0.99994935   +0 36 54.7
 AI7439
 AI7439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7439!SPC CO C     -   0.99970003  x   0.99994935  =   0.99964940
 AI7439
 AI7439                          SUPERSEDED SURVEY CONTROL
 AI7439
 AI7439  NAD 83(CORS)-  38 48 11.22616(N)    104 31 28.49728(W) AD(1997.00) c
 AI7439  ELLIP H (07/??/00) 1912.44   (m)                       GP(1997.00) c c
 AI7439
 AI7439.Superseded values are not recommended for survey control.
 AI7439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7439.See file dsdata.txt to determine how the superseded data were derived.
 AI7439
 AI7439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC4128195036(NAD 83)
 AI7439_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AI7439
 AI7439                          STATION DESCRIPTION
 AI7439
 AI7439'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AI7439'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI7439'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI7439'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI7439'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI7439'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1719 ***********************************************************************
 KK1719  DESIGNATION -  AMEND
 KK1719  PID         -  KK1719
 KK1719  STATE/COUNTY-  CO/ADAMS
 KK1719  USGS QUAD   -  BRIGHTON (1994)
 KK1719
 KK1719                         *CURRENT SURVEY CONTROL
 KK1719  ___________________________________________________________________
 KK1719* NAD 83(1992)-  39 55 43.70071(N)    104 49 13.71422(W)     ADJUSTED  
 KK1719* NAVD 88     -      1549.16   (+/-2cm)    5082.5    (feet)  VERTCON   
 KK1719  ___________________________________________________________________
 KK1719  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 KK1719  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 KK1719
 KK1719  HORZ ORDER  -  FIRST
 KK1719  VERT ORDER  -  THIRD ? (See Below)
 KK1719
 KK1719.The horizontal coordinates were established by classical geodetic methods
 KK1719.and adjusted by the National Geodetic Survey in January 1993..
 KK1719
 KK1719.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1719.The vertical order pertains to the NGVD 29 superseded value.
 KK1719
 KK1719.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1719
 KK1719.The geoid height was determined by GEOID03.
 KK1719
 KK1719;                    North         East     Units Scale Factor Converg.
 KK1719;SPC CO N     -   371,138.293   972,487.044   MT  0.99997254   +0 26 20.6
 KK1719;SPC CO N     - 1,217,642.88  3,190,567.91   sFT  0.99997254   +0 26 20.6
 KK1719;UTM  13      - 4,419,870.827   515,340.007   MT  0.99960290   +0 06 54.8
 KK1719
 KK1719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1719!SPC CO N     -   0.99975983  x   0.99997254  =   0.99973237
 KK1719!UTM  13      -   0.99975983  x   0.99960290  =   0.99936282
 KK1719
 KK1719:                Primary Azimuth Mark                     Grid Az
 KK1719:SPC CO N     -  AMEND AZ MK                              018 35 23.6
 KK1719:UTM  13      -  AMEND AZ MK                              018 54 49.4
 KK1719
 KK1719|---------------------------------------------------------------------|
 KK1719| PID    Reference Object                     Distance      Geod. Az  |
 KK1719|                                                           dddmmss.s |
 KK1719| CP7288 AMEND AZ MK                                        0190144.2 |
 KK1719| CP7289 AMEND RM 1                           15.234 METERS 09033     |
 KK1719| KK1724 DENVER VORTAC                       APPROX. 9.5 KM 1422839.5 |
 KK1719| KK1730 DENVER ROCKY MTN ARSENAL NW TK      APPROX. 9.4 KM 1894819.6 |
 KK1719| CP7290 AMEND RM 2                           51.502 METERS 33931     |
 KK1719|---------------------------------------------------------------------|
 KK1719
 KK1719                          SUPERSEDED SURVEY CONTROL
 KK1719
 KK1719  NAD 83(1986)-  39 55 43.69447(N)    104 49 13.71295(W) AD(       ) 1
 KK1719  NAD 27      -  39 55 43.74853(N)    104 49 11.80956(W) AD(       ) 1
 KK1719  NGVD 29 (07/19/86) 1548.28   (m)         5079.6    (f) LEVELING    3  
 KK1719
 KK1719.Superseded values are not recommended for survey control.
 KK1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1719.See file dsdata.txt to determine how the superseded data were derived.
 KK1719
 KK1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE1534019871(NAD 83)
 KK1719_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KK1719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1719_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1719
 KK1719  HISTORY     - Date     Condition        Report By
 KK1719  HISTORY     - 1968     MONUMENTED       CGS
 KK1719  HISTORY     - 1970     SEE DESCRIPTION  NGS
 KK1719  HISTORY     - 1971     SEE DESCRIPTION  NGS
 KK1719  HISTORY     - 1975     SEE DESCRIPTION  NGS
 KK1719  HISTORY     - 1976     SEE DESCRIPTION  NGS
 KK1719
 KK1719                          STATION DESCRIPTION
 KK1719
 KK1719'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (GRK)
 KK1719'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF BRIGHTON, 2-1/2 MILES
 KK1719'EAST NORTHEAST OF HENDERSON ON PROPERTY OWNED BY MR. LEE AMEND AND
 KK1719'SONS.
 KK1719'
 KK1719'TO REACH THE STATION FROM THE POST OFFICE IN BRIGHTON, GO SOUTH ON
 KK1719'STATE HIGHWAY 70 FOR 3.85 MILES TO THE AZIMUTH MARK ON THE
 KK1719'LEFT.  CONTINUE SOUTH ON STATE HIGHWAY 70 FOR 0.35 MILE TO A FARM
 KK1719'DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO WEST ON FARM DRIVEWAY
 KK1719'FOR 0.15 MILE TO A FARM HOUSE AND BUILDINGS ON THE RIGHT.  TURN
 KK1719'LEFT AND GO 0.05 MILE TO STATION.
 KK1719'
 KK1719'THE STATION IS A STANDARD DISK STAMPED, AMEND 1968, SET IN THE TOP
 KK1719'OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS
 KK1719'70.5 FEET WEST OF A POWER LINE POLE WITH TRANSFORMERS, 66 FEET EAST
 KK1719'OF A METAL WITNESS POST AND 105 FEET SOUTH OF THE FARM DRIVEWAY.
 KK1719'
 KK1719'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, AMEND NO 1 1968, SET
 KK1719'IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS 3
 KK1719'INCHES.  IT IS 20.6 FEET WEST SOUTHWEST OF A POWER LINE POLE WITH
 KK1719'TRANSFORMERS.
 KK1719'
 KK1719'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, AMEND NO 2 1968, SET
 KK1719'IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS 3
 KK1719'INCHES.  IT IS 1 FOOT SOUTHEAST OF A ROUND SILO.
 KK1719'
 KK1719'AZIMUTH MARK IS A STANDARD DISK STAMPED, AMEND 1968, SET IN THE
 KK1719'TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT
 KK1719'IS 30 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 70, 2 FEET
 KK1719'SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED, AND 1 FOOT
 KK1719'WEST OF A FENCE.
 KK1719
 KK1719                          STATION RECOVERY (1970)
 KK1719
 KK1719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KK1719'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 KK1719'RECOVERED AND FOUND IN GOOD CONDITION.  THE DISTANCE AND DIRECTION
 KK1719'TO ALL THE MARKS CHECKED FAVORABLE WITH THE 1968 DATA.  BM L 260
 KK1719'WAS OBSERVED AND THE DISTANCE WAS MEASURED WITH THE GEODIMETER.
 KK1719'DUE TO THIS AND THE CHANGE OF STATE HIGHWAY 70 TO STATE HIGHWAY 51,
 KK1719'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KK1719'
 KK1719'STATION IS LOCATED ABOUT 4.0 MILES SOUTH OF BRIGHTON, 2-1/2 MILES
 KK1719'EAST-NORTHEAST OF HENDERSON AND ON PROPERTY OWNED BY MR. LEE AMEND.
 KK1719'
 KK1719'TO REACH FROM THE POST OFFICE IN BRIGHTON, GO SOUTH ON STATE
 KK1719'HIGHWAY 51 FOR 3.85 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 KK1719'SOUTH ON THE HIGHWAY FOR 0.35 MILE TO A FARM DRIVEWAY ON THE RIGHT,
 KK1719'TURN RIGHT AND GO WEST ON THE DRIVEWAY FOR 0.15 MILE TO A FORK,
 KK1719'KEEP LEFT AND CONTINUE WEST FOR 0.05 MILE TO THE STATION ON THE
 KK1719'LEFT IN A FENCE ROW.  TO REACH BM L 260 FROM THE FARM DRIVE AND
 KK1719'STATE HIGHWAY 51, GO NORTH ON THE HIGHWAY FOR 0.5 MILE TO A
 KK1719'CROSS ROAD, TURN LEFT AND GO WEST ON A PAVED ROAD FOR 1.3 MILES
 KK1719'TO THE MARK ON THE LEFT, THIS POINT IS JUST WEST OF A RAILROAD
 KK1719'TRACK.
 KK1719'
 KK1719'STATION MARK IS A STANDARD DISK, STAMPED AMEND 1968, SET IN THE TOP
 KK1719'OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS ABOUT 4
 KK1719'INCHES ABOVE THE GROUND SURFACE.  IT IS IN A FENCE ROW AND 70.5
 KK1719'FEET WEST OF A POWER POLE.
 KK1719'
 KK1719'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AMEND NO 1 1968, SET
 KK1719'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 KK1719'ABOUT 4 INCHES.  IT IS 66.0 FEET EAST OF A FENCE POST WITH
 KK1719'WITNESS SIGN ATTACHED AND 21.0 FEET WEST OF THE POWER POLE.
 KK1719'
 KK1719'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED AMEND NO 2 1968, SET
 KK1719'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 KK1719'WITH THE GROUND SURFACE.  IT IS 16.0 FEET NORTH OF A FARM ROAD AND
 KK1719'1.0 FOOT SOUTH OF A CONCRETE SILO.
 KK1719'
 KK1719'AZIMUTH MARK IS A STANDARD DISK, STAMPED AMEND 1968, SET IN THE
 KK1719'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 KK1719'ABOUT 3 INCHES.  IT IS 29.0 FEET EAST OF THE CENTER OF STATE
 KK1719'HIGHWAY 51, 9.5 FEET SOUTH OF A SOUTH GATE POST, 2.0 FEET SOUTH OF
 KK1719'A POST WITH WITNESS SIGN ATTACHED AND 0.8 FOOT WEST OF A FENCE.
 KK1719'
 KK1719'BENCH MARK L 260 IS A STANDARD BENCH MARK DISK, STAMPED L 260 1938,
 KK1719'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 KK1719'ABOUT 2 INCHES.  IT IS 38.0 FEET SOUTH OF THE CENTER OF A PAVED
 KK1719'ROAD, 20.2 FEET WEST OF THE WEST RAIL OF A RAILROAD TRACK AND 3.2
 KK1719'FEET EAST-SOUTHEAST OF A WOODEN WITNESS POST.
 KK1719'
 KK1719'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO DIFFERENCE IN
 KK1719'ELEVATION AND FARM MACHINERY ON LINE OF SIGHT.
 KK1719'
 KK1719'HEIGHT OF LIGHT ABOVE STATION MARK 11.5 FEET.
 KK1719'
 KK1719'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KK1719'2-1/2 MILES EAST-NORTHEAST OF HENDERSON.
 KK1719
 KK1719                          STATION RECOVERY (1971)
 KK1719
 KK1719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KK1719'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 KK1719'BENCH MARK L 260, AND THE AZIMUTH MARK WERE RECOVERED AS
 KK1719'PREVIOUSLY DESCRIBED AND ALL MARKS WERE FOUND IN GOOD
 KK1719'CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR RECOVERY.
 KK1719'
 KK1719'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KK1719'ABOUT 2-1/2 MILES EAST-NORTHEAST OF HENDERSON.
 KK1719
 KK1719                          STATION RECOVERY (1975)
 KK1719
 KK1719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KK1719'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 KK1719'RECOVERED AND ARE IN GOOD CONDITION.
 KK1719'
 KK1719'STATION IS REACHED FROM THE POST OFFICE IN BRIGHTON.  GO SOUTH ON
 KK1719'4TH STREET FOR 0.1 MILE TO THE JUNCTION OF STATE HIGHWAYS 7 AND 51
 KK1719'(BRIDGE STREET).  CONTINUE SOUTH ON 4TH STREET AND HIGHWAY 51 FOR
 KK1719'3.45 MILES TO 132ND AVENUE.  CONTINUE STRAIGHT AHEAD ON HIGHWAY
 KK1719'51 FOR 0.15 MILE TO THE AZIMUTH MARK AND METAL WITNESS POST ON
 KK1719'THE LEFT SIDE OF THE HIGHWAY.  CONTINUE STRAIGHT AHEAD ON HIGHWAY
 KK1719'51 FOR 0.35 MILE TO A GRAVELED DRIVEWAY LEADING TO A HOUSE ON
 KK1719'THE RIGHT.  TURN RIGHT AND FOLLOW THE DRIVEWAY WEST FOR 0.05
 KK1719'MILE TO A POINT WHERE THE DRIVEWAY CURVES TO THE RIGHT, KEEP
 KK1719'STRAIGHT AHEAD ALONG THE SOUTH SIDE OF A FENCELINE AND
 KK1719'NORTH END OF A CULTIVATED FIELD FOR 0.05 MILE TO THE
 KK1719'STATION ON SLIGHT RISE WHICH SLOPES TO THE NORTH TOWARD A FARM
 KK1719'HOUSE.
 KK1719
 KK1719                          STATION RECOVERY (1976)
 KK1719
 KK1719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 KK1719'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE ALL
 KK1719'FOUND AND ARE IN GOOD CONDITION.  BENCH MARK L 260 WAS NOT SEARCHED
 KK1719'FOR AT THIS TIME.
 KK1719'
 KK1719'STATION WAS OCCUPIED AT THIS TIME TO TIE BRIGHTON 2 USGS.
 KK1719'
 KK1719'REFERENCE MARK NUMBER 2 AND BETWEEN THE REFERENCE MARKS WAS NOT
 KK1719'MEASURED AT THIS TIME DUE TO THE DIFFERENCE IN ELEVATION AND
 KK1719'HEAVY FARM MACHINERY ON LINE.
 KK1719'
 KK1719'THE LOCATION OF STATION AND ROUTE TO STATION IS ADEQUATELY
 KK1719'DESCRIBED.
 KK1719'
 KK1719'STATION MARK IS A STANDARD STATION MARK DISK, STAMPED AMEND 1968,
 KK1719'SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 3
 KK1719'INCHES.  MARK IS IN AN OLD FENCELINE, 71 FEET WEST OF A POWERLINE
 KK1719'POLE WHICH HAS A TRANSFORMER ATTACHED, 65.8 FEET EAST OF A FENCE
 KK1719'POST WITH A METAL WITNESS SIGN ATTACHED AND 6 FEET NORTH OF THE
 KK1719'NORTH EDGE OF A CULTIVATED FIELD.
 KK1719'
 KK1719'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK, STAMPED
 KK1719'AMEND NO 1 1968, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 KK1719'PROJECTING ABOUT 2 INCHES.  MARK IS 28 FEET SOUTHWEST OF THE
 KK1719'APPROXIMATE CENTER OF A WIRE GATE, 20.9 FEET WEST OF THE
 KK1719'TRANSFORMER POWERLINE POLE AND 4 FEET NORTH OF THE NORTH EDGE OF
 KK1719'THE CULTIVATED FIELD.
 KK1719'
 KK1719'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 KK1719'AMEND NO 2 1968, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH
 KK1719'WITH THE GROUND SURFACE.  MARK IS 33 FEET NORTH OF TWO FARM ROADS
 KK1719'JUNCTION, 18 FEET NORTH OF A FARM ROAD AND 1 FOOT SOUTHEAST OF A
 KK1719'GRAIN SILO.
 KK1719'
 KK1719'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED AMEND 1968,
 KK1719'SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 3
 KK1719'INCHES.  MARK IS 27 FEET EAST OF THE APPROXIMATE CENTER OF STATE
 KK1719'HIGHWAY 51, 24 FEET SOUTH OF A POWERLINE POLE WHICH HAS A METER
 KK1719'BOX ATTACHED, 15 FEET SOUTH OF A FARM ROAD AND 2 FEET SOUTH OF A
 KK1719'METAL WITNESS POST.
 KK1719'
 KK1719'HEIGHT OF LIGHT ABOVE STATION MARK 11.97 FEET.
 KK1719'
 KK1719'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KK1719'APPROX. 4 MILES SOUTH OF BRIGHTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1368 ***********************************************************************
 LL1368  DESIGNATION -  AMERICAN
 LL1368  PID         -  LL1368
 LL1368  STATE/COUNTY-  CO/JACKSON
 LL1368  USGS QUAD   -  FALL RIVER PASS (1977)
 LL1368
 LL1368                         *CURRENT SURVEY CONTROL
 LL1368  ___________________________________________________________________
 LL1368* NAD 83(1992)-  40 29 38.43546(N)    105 51 19.30081(W)     ADJUSTED  
 LL1368* NAVD 88     -      3459.9    (meters)   11351.     (feet)  VERTCON   
 LL1368  ___________________________________________________________________
 LL1368  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 LL1368  GEOID HEIGHT-         -11.38  (meters)                     GEOID03
 LL1368
 LL1368  HORZ ORDER  -  THIRD
 LL1368
 LL1368.The horizontal coordinates were established by classical geodetic methods
 LL1368.and adjusted by the National Geodetic Survey in January 1993..
 LL1368
 LL1368.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1368
 LL1368.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1368
 LL1368.The geoid height was determined by GEOID03.
 LL1368
 LL1368;                    North         East     Units Scale Factor Converg.
 LL1368;SPC CO N     -   433,733.185   884,277.074   MT  0.99996584   -0 13 46.6
 LL1368;SPC CO N     - 1,423,006.29  2,901,165.70   sFT  0.99996584   -0 13 46.6
 LL1368;UTM  13      - 4,482,941.187   427,515.061   MT  0.99966467   -0 33 19.7
 LL1368
 LL1368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1368!SPC CO N     -   0.99945932  x   0.99996584  =   0.99942518
 LL1368!UTM  13      -   0.99945932  x   0.99966467  =   0.99912418
 LL1368
 LL1368:                Primary Azimuth Mark                     Grid Az
 LL1368:SPC CO N     -  P 52                                     303 18 42.9
 LL1368:UTM  13      -  P 52                                     303 38 16.0
 LL1368
 LL1368|---------------------------------------------------------------------|
 LL1368| PID    Reference Object                     Distance      Geod. Az  |
 LL1368|                                                           dddmmss.s |
 LL1368| LL1389 P 52                                APPROX. 5.6 KM 3030456.3 |
 LL1368|---------------------------------------------------------------------|
 LL1368
 LL1368                          SUPERSEDED SURVEY CONTROL
 LL1368
 LL1368  NAD 83(1986)-  40 29 38.42869(N)    105 51 19.29618(W) AD(       ) 3
 LL1368  NAD 27      -  40 29 38.48222(N)    105 51 17.24102(W) AD(       ) 3
 LL1368  NGVD 29 (07/19/86) 3458.3    (m)        11346.     (f) VERT ANG       
 LL1368
 LL1368.Superseded values are not recommended for survey control.
 LL1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1368.See file dsdata.txt to determine how the superseded data were derived.
 LL1368
 LL1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE2751582941(NAD 83)
 LL1368_MARKER: DD = SURVEY DISK
 LL1368_SETTING: 0 = UNSPECIFIED SETTING
 LL1368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1368
 LL1368  HISTORY     - Date     Condition        Report By
 LL1368  HISTORY     - 1959     MONUMENTED       USGS
 LL1368
 LL1368                          STATION DESCRIPTION
 LL1368
 LL1368'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LL1368'STATION IS LOCATED ON TOP OF RIDGE IN SADDLE JUST N. OF MT. NEOTA AND
 LL1368'APPROXIMATELY 2.0 MI. E. OF NOKHU CRAGS.
 LL1368'
 LL1368'TO REACH FROM SUMMIT OF CAMERON PASS, GO 2.5 MI. TO Y-JUNCTION, THENCE
 LL1368'SHARP LEFT 0.7 MI. TO A LUMBER CAMP, THENCE STRAIGHT THRU CAMP FOR
 LL1368'APPROXIMATELY 2.5 MI. TO A LARGE PARK.  FROM HERE PACK E. UP A VERY
 LL1368'STEEP SLOPE TO TOP OF RIDGE AND STATION.  A 25 MINUTE PACK.
 LL1368'
 LL1368'STATION MARK--A STANDARD TABLET IN AN EMBEDDED ROCK, FLUSH, STAMPED
 LL1368'---AMERICAN---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0502 ***********************************************************************
 LK0502  DESIGNATION -  AMHERST
 LK0502  PID         -  LK0502
 LK0502  STATE/COUNTY-  CO/PHILLIPS
 LK0502  USGS QUAD   -  AMHERST (1980)
 LK0502
 LK0502                         *CURRENT SURVEY CONTROL
 LK0502  ___________________________________________________________________
 LK0502* NAD 83(1992)-  40 40 53.21314(N)    102 09 52.87874(W)     ADJUSTED  
 LK0502* NAVD 88     -      1168.8    (meters)    3835.     (feet)  VERTCON   
 LK0502  ___________________________________________________________________
 LK0502  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 LK0502  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 LK0502
 LK0502  HORZ ORDER  -  SECOND
 LK0502
 LK0502.The horizontal coordinates were established by classical geodetic methods
 LK0502.and adjusted by the National Geodetic Survey in January 1993..
 LK0502
 LK0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0502
 LK0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0502
 LK0502.The geoid height was determined by GEOID03.
 LK0502
 LK0502;                    North         East     Units Scale Factor Converg.
 LK0502;SPC CO N     -   459,788.573 1,196,294.867   MT  0.99998505   +2 09 18.2
 LK0502;SPC CO N     - 1,508,489.68  3,924,844.08   sFT  0.99998505   +2 09 18.2
 LK0502;SPC NE       -    96,455.382   317,062.307   MT  0.99976126   -1 26 04.3
 LK0502;UTM  13      - 4,507,262.103   739,613.250   MT  1.00030676   +1 50 56.7
 LK0502
 LK0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0502!SPC CO N     -   0.99981999  x   0.99998505  =   0.99980505
 LK0502!SPC NE       -   0.99981999  x   0.99976126  =   0.99958130
 LK0502!UTM  13      -   0.99981999  x   1.00030676  =   1.00012670
 LK0502
 LK0502:                Primary Azimuth Mark                     Grid Az
 LK0502:SPC CO N     -  PHILLIP                                  278 07 53.3
 LK0502:SPC NE       -  PHILLIP                                  281 43 15.8
 LK0502:UTM  13      -  PHILLIP                                  278 26 14.8
 LK0502
 LK0502|---------------------------------------------------------------------|
 LK0502| PID    Reference Object                     Distance      Geod. Az  |
 LK0502|                                                           dddmmss.s |
 LK0502| LK0505 PHILLIP                             APPROX.16.8 KM 2801711.5 |
 LK0502|---------------------------------------------------------------------|
 LK0502
 LK0502                          SUPERSEDED SURVEY CONTROL
 LK0502
 LK0502  NAD 83(1986)-  40 40 53.21225(N)    102 09 52.87883(W) AD(       ) 2
 LK0502  NAD 27      -  40 40 53.23478(N)    102 09 51.22402(W) AD(       ) 2
 LK0502  NGVD 29 (07/19/86) 1168.3    (m)         3833.     (f) VERT ANG       
 LK0502
 LK0502.Superseded values are not recommended for survey control.
 LK0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0502.See file dsdata.txt to determine how the superseded data were derived.
 LK0502
 LK0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3961307262(NAD 83)
 LK0502_MARKER: DD = SURVEY DISK
 LK0502_SETTING: 0 = UNSPECIFIED SETTING
 LK0502
 LK0502  HISTORY     - Date     Condition        Report By
 LK0502  HISTORY     - 1960     MONUMENTED       USGS
 LK0502  HISTORY     - 1971     GOOD             USGS
 LK0502
 LK0502                          STATION DESCRIPTION
 LK0502
 LK0502'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (EEM)
 LK0502'THE STATION IS LOCATED IN AMHERST, COLORADO, ON TOP OF THE
 LK0502'EASTERNMOST OF THREE HEADERS OF THE AMHERST CO-OP GRAIN
 LK0502'ELEVATOR.  STATION MARK IS 11.7 FEET NORTHEAST OF THE SOUTHWEST
 LK0502'EDGE OF ROOF AND 7.4 FEET SOUTHEAST OF NORTHWEST EDGE OF ROOF.
 LK0502'FOR PERMISSION TO OCCUPY THE STATION, CONTACT THE ELEVATOR
 LK0502'MANAGER, MR. M. E. KOONTZ.
 LK0502'
 LK0502'STATION MARK--A USGS ALUMINUM TABLET CEMENTED TO THE CONCRETE
 LK0502'ROOF, AND STAMPED AMHERST ET 1960.  THE CURRENT OBSERVATION YEAR
 LK0502'WAS NOT STAMPED ON THE TABLET, DUE TO THE ROOF SURFACE AND TABLET
 LK0502'BEING COVERED WITH A ROOFING SEAL.
 LK0502'
 LK0502'NO REFERENCE MARKS ESTABLISHED.
 LK0502'
 LK0502'STATION PHILLIP ET 1971 IS VISIBLE FROM THIS STATION AND WILL
 LK0502'SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS WERE MADE FROM A
 LK0502'STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0839 ***********************************************************************
 JJ0839  DESIGNATION -  AMITY
 JJ0839  PID         -  JJ0839
 JJ0839  STATE/COUNTY-  CO/BENT
 JJ0839  USGS QUAD   -  MC CLAVE (1955)
 JJ0839
 JJ0839                         *CURRENT SURVEY CONTROL
 JJ0839  ___________________________________________________________________
 JJ0839* NAD 83(1992)-  38 13 20.45801(N)    102 51 06.10077(W)     ADJUSTED  
 JJ0839* NAVD 88     -      1267.     (meters)    4157.     (feet)  SCALED    
 JJ0839  ___________________________________________________________________
 JJ0839  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 JJ0839  GEOID HEIGHT-         -22.83  (meters)                     GEOID03
 JJ0839
 JJ0839  HORZ ORDER  -  SECOND
 JJ0839
 JJ0839.The horizontal coordinates were established by classical geodetic methods
 JJ0839.and adjusted by the National Geodetic Survey in January 1993..
 JJ0839
 JJ0839.The orthometric height was scaled from a topographic map.
 JJ0839
 JJ0839.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0839
 JJ0839.The geoid height was determined by GEOID03.
 JJ0839
 JJ0839;                    North         East     Units Scale Factor Converg.
 JJ0839;SPC CO S     -   480,746.487 1,146,266.515   MT  0.99996829   +1 37 27.9
 JJ0839;SPC CO S     - 1,577,249.10  3,760,709.39   sFT  0.99996829   +1 37 27.9
 JJ0839;UTM  13      - 4,232,667.514   688,054.988   MT  1.00003556   +1 19 46.5
 JJ0839
 JJ0839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0839!SPC CO S     -   0.99980488  x   0.99996829  =   0.99977318
 JJ0839!UTM  13      -   0.99980488  x   1.00003556  =   0.99984043
 JJ0839
 JJ0839|---------------------------------------------------------------------|
 JJ0839| PID    Reference Object                     Distance      Geod. Az  |
 JJ0839|                                                           dddmmss.s |
 JJ0839| CM8255 AMITY RM 1                           12.910 METERS 09023     |
 JJ0839| JJ0838 BIG BEND LAMAR FLOUR MILL ELEV      APPROX. 9.1 KM 1045400.9 |
 JJ0839| CM8256 AMITY RM 2                            8.757 METERS 17508     |
 JJ0839| CM9054 MCCLAVE AZ MK                                      1795309.4 |
 JJ0839|---------------------------------------------------------------------|
 JJ0839
 JJ0839                          SUPERSEDED SURVEY CONTROL
 JJ0839
 JJ0839  NAD 83(1986)-  38 13 20.45240(N)    102 51 06.09506(W) AD(       ) 2
 JJ0839  NAD 27      -  38 13 20.42590(N)    102 51 04.37941(W) AD(       ) 2
 JJ0839
 JJ0839.Superseded values are not recommended for survey control.
 JJ0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0839.See file dsdata.txt to determine how the superseded data were derived.
 JJ0839
 JJ0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC8805532668(NAD 83)
 JJ0839_MARKER: DS = TRIANGULATION STATION DISK
 JJ0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0839
 JJ0839  HISTORY     - Date     Condition        Report By
 JJ0839  HISTORY     - 1954     MONUMENTED       CGS
 JJ0839
 JJ0839                          STATION DESCRIPTION
 JJ0839
 JJ0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0839'THE STATION IS LOCATED AIRLINE ABOUT 6 MILES NORTH OF MC CLAVES
 JJ0839'AND ABOUT 10 MILES NORTHEAST OF HASTY ALONG THE WEST SIDE OF A
 JJ0839'NORTH-SOUTH DIRT ROAD IN PASTURE LAND.
 JJ0839'
 JJ0839'THE STATION IS A STANDARD DISK STAMPED AMITY 1954 SET IN TOP
 JJ0839'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4
 JJ0839'INCHES ABOVE THE GROUND.  IT IS 6 FEET SOUTHWEST OF A WHITE
 JJ0839'WITNESS POST, 20 FEET WEST OF THE CENTER LINE OF A DIRT ROAD,
 JJ0839'4 FEET WEST OF A NORTH-SOUTH FENCE LINE AND 24 FEET SOUTHWEST OF
 JJ0839'THE WEST END OF A CATTLE GUARD.
 JJ0839'
 JJ0839'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED AMITY NO
 JJ0839'1 1954 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 JJ0839'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 JJ0839'ELEVATION AS THE STATION.  IT IS 1 FOOT WEST OF A NORTH-SOUTH
 JJ0839'FENCE LINE AND 16 FEET EAST OF THE CENTER LINE OF A DIRT ROAD.
 JJ0839'
 JJ0839'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED AMITY NO 2
 JJ0839'1954 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 JJ0839'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 JJ0839'ELEVATION AS THE STATION.  IT IS 1 FOOT WEST OF A NORTH-SOUTH
 JJ0839'FENCE LINE AND 17 FEET WEST OF THE CENTER LINE OF A DIRT ROAD.
 JJ0839'
 JJ0839'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MC CLAVE 1954 SET
 JJ0839'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 JJ0839'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS 6 INCHES EAST OF A
 JJ0839'NORTH-SOUTH FENCE LINE AND 18 FEET WEST OF THE CENTER LINE OF A
 JJ0839'DIRT ROAD.
 JJ0839'
 JJ0839'NOTE--THE AZIMUTH MARK FOR STATION MC CLAVE WAS USED.
 JJ0839'
 JJ0839'TO REACH THE STATION FROM THE POST OFFICE IN MC CLAVE, GO WEST
 JJ0839'FOR 0.05 MILE TO A T-ROAD.  TURN RIGHT AND GO NORTH FOR 4.6
 JJ0839'MILES TO THE TOP OF A SMALL KNOLL AND THE AZIMUTH MARK ON THE
 JJ0839'LEFT, WEST SIDE.  CONTINUE STRAIGHT AHEAD, NORTH, FOR 1.1 MILES
 JJ0839'TO A CATTLE GUARD, A WHITE WITNESS POST AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1352 ***********************************************************************
 JK1352  CBN         -  This is a Cooperative Base Network Control Station.
 JK1352  DESIGNATION -  ANDERS
 JK1352  PID         -  JK1352
 JK1352  STATE/COUNTY-  CO/EL PASO
 JK1352  USGS QUAD   -  RUSH (1973)
 JK1352
 JK1352                         *CURRENT SURVEY CONTROL
 JK1352  ___________________________________________________________________
 JK1352* NAD 83(1992)-  38 50 23.03309(N)    104 06 58.68111(W)     ADJUSTED  
 JK1352* NAVD 88     -      1863.6    (meters)    6114.     (feet)  GPS OBS   
 JK1352  ___________________________________________________________________
 JK1352  X           -  -1,213,586.929 (meters)                     COMP
 JK1352  Y           -  -4,825,681.168 (meters)                     COMP
 JK1352  Z           -   3,979,630.922 (meters)                     COMP
 JK1352  LAPLACE CORR-          -5.65  (seconds)                    DEFLEC99
 JK1352  ELLIP HEIGHT-        1844.17  (meters)          (10/21/02) GPS OBS
 JK1352  GEOID HEIGHT-         -19.41  (meters)                     GEOID03
 JK1352
 JK1352  HORZ ORDER  -  B
 JK1352  ELLP ORDER  -  FOURTH    CLASS II
 JK1352
 JK1352.The horizontal coordinates were established by GPS observations
 JK1352.and adjusted by the National Geodetic Survey in May 1992..
 JK1352
 JK1352.The orthometric height was determined by GPS observations and a
 JK1352.high-resolution geoid model.
 JK1352
 JK1352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1352
 JK1352.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1352
 JK1352.The ellipsoidal height was determined by GPS observations
 JK1352.and is referenced to NAD 83.
 JK1352
 JK1352.The geoid height was determined by GEOID03.
 JK1352
 JK1352;                    North         East     Units Scale Factor Converg.
 JK1352;SPC CO C     -   417,432.633 1,034,525.595   MT  0.99994625   +0 52 21.7
 JK1352;SPC CO C     - 1,369,526.90  3,394,106.06   sFT  0.99994625   +0 52 21.7
 JK1352;UTM  13      - 4,299,362.588   576,694.090   MT  0.99967243   +0 33 15.2
 JK1352
 JK1352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1352!SPC CO C     -   0.99971073  x   0.99994625  =   0.99965700
 JK1352!UTM  13      -   0.99971073  x   0.99967243  =   0.99938326
 JK1352
 JK1352                          SUPERSEDED SURVEY CONTROL
 JK1352
 JK1352  NAD 83(1986)-  38 50 23.02425(N)    104 06 58.67609(W) AD(       ) 3
 JK1352  ELLIP H (05/26/92) 1844.17   (m)                       GP(       ) 4 1
 JK1352  NGVD 29 (06/11/92) 1862.7    (m)         6111.     (f) GPS OBS        
 JK1352
 JK1352.Superseded values are not recommended for survey control.
 JK1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1352.See file dsdata.txt to determine how the superseded data were derived.
 JK1352
 JK1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC7669499363(NAD 83)
 JK1352_MARKER: I = METAL ROD
 JK1352_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JK1352_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JK1352_STAMPING: ANDERS 1991
 JK1352_MARK LOGO: NGS   
 JK1352_PROJECTION: FLUSH
 JK1352_MAGNETIC: I = MARKER IS A STEEL ROD
 JK1352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK1352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1352+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1997
 JK1352_ROD/PIPE-DEPTH: 14.4 meters
 JK1352_SLEEVE-DEPTH  : 1 meters
 JK1352
 JK1352  HISTORY     - Date     Condition        Report By
 JK1352  HISTORY     - 1991     MONUMENTED       NGS
 JK1352  HISTORY     - 19970124 GOOD             CODOT
 JK1352
 JK1352                          STATION DESCRIPTION
 JK1352
 JK1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 JK1352'STATION IS LOCATED ABOUT 9 KM (5.6 MI) EAST OF YODER, 2 KM (1.2 MI)
 JK1352'WEST OF RUSH, ALONG STATE HIGHWAY 94, ON THE RIGHT-OF-WAY, AT MILE
 JK1352'31.8, IN THE NORTHEAST 1/4 OF SECTION 16, T 14 S, R 60 W.
 JK1352'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 JK1352'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 94 AND THE PAVED CROSSROAD
 JK1352'AT THE POST OFFICE IN RUSH, GO WEST ON HIGHWAY 94 FOR 2.08 KM
 JK1352'(1.29 MI) TO THE STATION ON THE LEFT.
 JK1352'STATION MARK IS A PUNCH HOLE TOP CENTER IN A STEEL ROD ENCASED IN A
 JK1352'PVC PIPE WITH LOGO CAP SET IN A 0.5 M (1.6 FT) CONCRETE POST FLUSH
 JK1352'WITH THE GROUND.  IT IS 14.8 M (48.6 FT) SOUTH OF, AND 1 M (3.3 FT)
 JK1352'LOWER THAN THE HIGHWAY CENTER, 0.8 M (2.6 FT) NORTH OF THE
 JK1352'RIGHT-OF-WAY FENCE, 0.9 M (3.0 FT) WEST OF A FIBERGLASS WITNESS POST,
 JK1352'AND 0.9 M (3.0 FT) EAST OF A FIBERGLASS WITNESS POST.
 JK1352'DESCRIBED BY G.R.HEID
 JK1352
 JK1352                          STATION RECOVERY (1997)
 JK1352
 JK1352'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 JK1352'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8671 ***********************************************************************
 AF8671  DESIGNATION -  ANDERS M
 AF8671  PID         -  AF8671
 AF8671  STATE/COUNTY-  CO/GARFIELD
 AF8671  USGS QUAD   -  NEW CASTLE (1987)
 AF8671
 AF8671                         *CURRENT SURVEY CONTROL
 AF8671  ___________________________________________________________________
 AF8671* NAD 83(1992)-  39 34 00.88818(N)    107 30 48.28723(W)     ADJUSTED  
 AF8671* NAVD 88     -      1706.3    (meters)    5598.     (feet)  GPS OBS   
 AF8671  ___________________________________________________________________
 AF8671  X           -  -1,482,009.675 (meters)                     COMP
 AF8671  Y           -  -4,696,500.180 (meters)                     COMP
 AF8671  Z           -   4,042,110.580 (meters)                     COMP
 AF8671  LAPLACE CORR-           9.19  (seconds)                    DEFLEC99
 AF8671  ELLIP HEIGHT-        1691.33  (meters)          (12/03/02) GPS OBS
 AF8671  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 AF8671
 AF8671  HORZ ORDER  -  FIRST
 AF8671  ELLP ORDER  -  FOURTH    CLASS II
 AF8671
 AF8671.The horizontal coordinates were established by GPS observations
 AF8671.and adjusted by the National Geodetic Survey in June 1998..
 AF8671
 AF8671.The orthometric height was determined by GPS observations and a
 AF8671.high-resolution geoid model.
 AF8671
 AF8671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF8671
 AF8671.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8671
 AF8671.The ellipsoidal height was determined by GPS observations
 AF8671.and is referenced to NAD 83.
 AF8671
 AF8671.The geoid height was determined by GEOID03.
 AF8671
 AF8671;                    North         East     Units Scale Factor Converg.
 AF8671;SPC CO C     -   499,161.685   741,406.999   MT  0.99996891   -1 16 11.4
 AF8671;SPC CO C     - 1,637,666.29  2,432,432.80   sFT  0.99996891   -1 16 11.4
 AF8671;UTM  13      - 4,382,708.200   284,093.376   MT  1.00017396   -1 36 05.8
 AF8671
 AF8671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8671!SPC CO C     -   0.99973472  x   0.99996891  =   0.99970364
 AF8671!UTM  13      -   0.99973472  x   1.00017396  =   0.99990864
 AF8671
 AF8671                          SUPERSEDED SURVEY CONTROL
 AF8671
 AF8671  ELLIP H (06/16/98) 1691.32   (m)                       GP(       ) 3 1
 AF8671
 AF8671.Superseded values are not recommended for survey control.
 AF8671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8671.See file dsdata.txt to determine how the superseded data were derived.
 AF8671
 AF8671_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD8409382708(NAD 83)
 AF8671_MARKER: DH = HORIZONTAL CONTROL DISK
 AF8671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8671_STAMPING: ANDERS M 1996
 AF8671_MARK LOGO: NGS   
 AF8671_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF8671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8671+STABILITY: SURFACE MOTION
 AF8671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8671+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AF8671
 AF8671  HISTORY     - Date     Condition        Report By
 AF8671  HISTORY     - 1996     MONUMENTED       NGS
 AF8671
 AF8671                          STATION DESCRIPTION
 AF8671
 AF8671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AF8671'THE STATION IS LOCATED IN THE EASTSIDE OF THE TOWN OF NEW CASTLE, IN
 AF8671'THE SOUTHEAST 1/4 OF SECTION 32, T 5 S, R 90 W, AT INTERSTATE 70
 AF8671'MILEPOST 106.2.  OWNERSHIP--  TO REACH THE STATION FROM THE OVERPASS
 AF8671'OF INTERSTATE 70 EXIT 105 AT NEW CASTLE, GO NORTH 0.1 MILE (0.2 KM) TO
 AF8671'THE INTERSECTION OF U.  S. HIGHWAY 6.  TURN RIGHT, EAST, ON U.  S.
 AF8671'HIGHWAY 6 FOR 0.2 MI (0.3 KM) TO THE STATION JUST EAST OF THE DRIVEWAY
 AF8671'TO THE PEPSI DISTRIBUTION PLANT  THE MARK IS A STANDARD DISK SET IN
 AF8671'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  IT IS 30.5 M (100.1
 AF8671'FT) SOUTH FROM THE CENTER LINE OF U.  S.  HIGHWAY 6, 26.5 M (86.9 FT)
 AF8671'NORTH FROM THE NORTH RAIL OF THE RAILROAD TRACKS, 12.55 M (41.17 FT)
 AF8671'NORTH FROM THE NORTHERN RIGHT-OF-WAY FENCE OF THE RAILROAD, 12.3 M
 AF8671'(40.4 FT) SOUTH-SOUTHEAST FROM A DOUBLE 18-INCH IRON CULVERT, 11.7 M
 AF8671'(38.4 FT) EAST FROM THE EASTERN EDGE OF A CONCRETE DRIVEWAY TO THE
 AF8671'PEPSI BUILDING, 0.75 M (2.46 FT) EAST FROM A WITNESS POST AND 0.75 M
 AF8671'(2.46 FT) SOUTH-SOUTHWEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0656 ***********************************************************************
 LK0656  DESIGNATION -  ANDERSON
 LK0656  PID         -  LK0656
 LK0656  STATE/COUNTY-  CO/WASHINGTON
 LK0656  USGS QUAD   -  PLATNER (1973)
 LK0656
 LK0656                         *CURRENT SURVEY CONTROL
 LK0656  ___________________________________________________________________
 LK0656* NAD 83(1992)-  40 12 36.17285(N)    103 00 13.74392(W)     ADJUSTED  
 LK0656* NAVD 88     -      1324.     (meters)    4344.     (feet)  SCALED    
 LK0656  ___________________________________________________________________
 LK0656  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 LK0656  GEOID HEIGHT-         -20.56  (meters)                     GEOID03
 LK0656
 LK0656  HORZ ORDER  -  FIRST
 LK0656
 LK0656.The horizontal coordinates were established by classical geodetic methods
 LK0656.and adjusted by the National Geodetic Survey in January 1993..
 LK0656
 LK0656.The orthometric height was scaled from a topographic map.
 LK0656
 LK0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0656
 LK0656.The geoid height was determined by GEOID03.
 LK0656
 LK0656;                    North         East     Units Scale Factor Converg.
 LK0656;SPC CO N     -   405,133.233 1,126,868.713   MT  0.99995710   +1 36 46.3
 LK0656;SPC CO N     - 1,329,174.62  3,697,068.44   sFT  0.99995710   +1 36 46.3
 LK0656;UTM  13      - 4,452,981.798   669,876.067   MT  0.99995525   +1 17 20.5
 LK0656
 LK0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0656!SPC CO N     -   0.99979563  x   0.99995710  =   0.99975274
 LK0656!UTM  13      -   0.99979563  x   0.99995525  =   0.99975089
 LK0656
 LK0656|---------------------------------------------------------------------|
 LK0656| PID    Reference Object                     Distance      Geod. Az  |
 LK0656|                                                           dddmmss.s |
 LK0656| CP7292 ANDERSON RM 1                        45.119 METERS 03921     |
 LK0656| LK0560 YUMA CITY POWER PLANT STACK         APPROX.25.4 KM 1112102.6 |
 LK0656| LK0555 YUMA STANDPIPE                      APPROX.25.9 KM 1123042.9 |
 LK0656| LK0556 YUMA HIGH SCHOOL CHIMNEY            APPROX.26.0 KM 1133409.3 |
 LK0656| CP7293 ANDERSON RM 2                        44.185 METERS 13730     |
 LK0656| LK0570 OTIS WATER TANK                     APPROX. 7.6 KM 1524643.2 |
 LK0656| CP7291 ANDERSON AZ MK                                     2525520.6 |
 LK0656| LK0663 AKRON CATHOLIC CHURCH SPIRE         APPROX.18.8 KM 2533351.1 |
 LK0656| LK0664 AKRON HIGH SCHOOL STACK             APPROX.18.9 KM 2534915.5 |
 LK0656|---------------------------------------------------------------------|
 LK0656
 LK0656                          SUPERSEDED SURVEY CONTROL
 LK0656
 LK0656  NAD 83(1986)-  40 12 36.16845(N)    103 00 13.74245(W) AD(       ) 1
 LK0656  NAD 27      -  40 12 36.23800(N)    103 00 11.96500(W) AD(       ) 1
 LK0656
 LK0656.Superseded values are not recommended for survey control.
 LK0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0656.See file dsdata.txt to determine how the superseded data were derived.
 LK0656
 LK0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE6987652982(NAD 83)
 LK0656_MARKER: DS = TRIANGULATION STATION DISK
 LK0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0656
 LK0656  HISTORY     - Date     Condition        Report By
 LK0656  HISTORY     - 1935     MONUMENTED       CGS
 LK0656  HISTORY     - 1943     GOOD             CGS
 LK0656
 LK0656                          STATION DESCRIPTION
 LK0656
 LK0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LK0656'THE STATION IS LOCATED 4 MILES NORTH AND 2 MILES WEST OF OTIS,
 LK0656'COLORADO, IN THE SOUTHEAST QUARTER OF SEC. 19, T. 3 N., R. 50
 LK0656'W., IT IS ON A HIGH RISE OF GROUND ON LAND OWNED BY MR. HAROLD
 LK0656'A. ANDERSON OF STATE CENTER, IOWA, AND LEASED BY MR. W.A.
 LK0656'SCHAFFER WHO LIVES 2 MILES EAST OF THE STATION.
 LK0656'
 LK0656'THE STATION MARK LIES 0.25 MILE NORTH OF THE SOUTHEAST CORNER
 LK0656'OF SECTION 19, AND 28 FEET WEST OF THE WEST RIGHT-OF-WAY
 LK0656'FENCE OF THE SECTION-LINE ROAD BETWEEN SECTIONS 19 AND 20.  IT
 LK0656'IS 12 INCHES UNDERGROUND.
 LK0656'
 LK0656'REFERENCE MARK NO. 1 LIES NORTHEAST OF THE STATION.
 LK0656'IT IS 1 FOOT WEST OF THE EAST SECTION-LINE ROAD RIGHT-OF-WAY
 LK0656'FENCE, AND 30 FEET EAST OF THE CENTERLINE OF THE SECTION-LINE
 LK0656'ROAD LANE.  IT PROJECTS 6 INCHES.
 LK0656'
 LK0656'REFERENCE MARK NO. 2 LIES SOUTHEAST OF THE STATION.
 LK0656'IT IS 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE OF THE
 LK0656'SECTION-LINE LANE, AND 29-1/2 FEET EAST OF THE CENTERLINE OF
 LK0656'THE LANE.  IT PROJECTS 6 INCHES.
 LK0656'
 LK0656'THE AZIMUTH MARK LIES WEST BY SOUTH OF THE STATION,
 LK0656'1-1/2 FEET EAST BY NORTH OF THE CENTER POST OF A FENCE
 LK0656'T-INTERSECTION (STEM NORTH) 1 FOOT NORTH OF NORTH RIGHT-OF-WAY
 LK0656'FENCE OF LANE BETWEEN SECTIONS 19 AND 30, AND 32 FEET NORTH
 LK0656'OF THE CENTERLINE OF THE SECTION-LINE LANE.  (THE MARK IS
 LK0656'IN THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SECTION
 LK0656'19, IN WHICH THE STATION IS LOCATED.) IT PROJECTS 4 INCHES.
 LK0656'
 LK0656'A 20-FOOT STAND CLEARS ALL LINES FROM THIS STATION.
 LK0656
 LK0656                          STATION RECOVERY (1943)
 LK0656
 LK0656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (MGA)
 LK0656'STATION RECOVERED IN GOOD ORDER.  ORIGINAL DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4300 ***********************************************************************
 AE4300  DESIGNATION -  ANDERSON
 AE4300  PID         -  AE4300
 AE4300  STATE/COUNTY-  CO/EL PASO
 AE4300  USGS QUAD   -  RUSH (1973)
 AE4300
 AE4300                         *CURRENT SURVEY CONTROL
 AE4300  ___________________________________________________________________
 AE4300* NAD 83(1992)-  38 45 10.48874(N)    104 06 32.46239(W)     ADJUSTED  
 AE4300* NAVD 88     -      1765.9    (meters)    5794.     (feet)  GPS OBS   
 AE4300  ___________________________________________________________________
 AE4300  X           -  -1,214,427.337 (meters)                     COMP
 AE4300  Y           -  -4,831,619.438 (meters)                     COMP
 AE4300  Z           -   3,972,055.948 (meters)                     COMP
 AE4300  LAPLACE CORR-          -5.18  (seconds)                    DEFLEC99
 AE4300  ELLIP HEIGHT-        1746.22  (meters)          (12/03/02) GPS OBS
 AE4300  GEOID HEIGHT-         -19.68  (meters)                     GEOID03
 AE4300
 AE4300  HORZ ORDER  -  FIRST
 AE4300  ELLP ORDER  -  FOURTH    CLASS II
 AE4300
 AE4300.The horizontal coordinates were established by GPS observations
 AE4300.and adjusted by the National Geodetic Survey in October 1997..
 AE4300
 AE4300.The orthometric height was determined by GPS observations and a
 AE4300.high-resolution geoid model.
 AE4300
 AE4300.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4300
 AE4300.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4300
 AE4300.The ellipsoidal height was determined by GPS observations
 AE4300.and is referenced to NAD 83.
 AE4300
 AE4300.The geoid height was determined by GEOID03.
 AE4300
 AE4300;                    North         East     Units Scale Factor Converg.
 AE4300;SPC CO C     -   407,806.108 1,035,305.361   MT  0.99995426   +0 52 38.2
 AE4300;SPC CO C     - 1,337,943.87  3,396,664.34   sFT  0.99995426   +0 52 38.2
 AE4300;UTM  13      - 4,289,734.539   577,420.048   MT  0.99967381   +0 33 27.9
 AE4300
 AE4300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4300!SPC CO C     -   0.99972609  x   0.99995426  =   0.99968036
 AE4300!UTM  13      -   0.99972609  x   0.99967381  =   0.99939999
 AE4300
 AE4300                          SUPERSEDED SURVEY CONTROL
 AE4300
 AE4300  ELLIP H (10/31/97) 1746.23   (m)                       GP(       ) 4 1
 AE4300
 AE4300.Superseded values are not recommended for survey control.
 AE4300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4300.See file dsdata.txt to determine how the superseded data were derived.
 AE4300
 AE4300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC7742089735(NAD 83)
 AE4300_MARKER: DH = HORIZONTAL CONTROL DISK
 AE4300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4300_STAMPING: ANDERSON 1996
 AE4300_MARK LOGO: NGS   
 AE4300_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE4300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4300+STABILITY: SURFACE MOTION
 AE4300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4300+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4300
 AE4300  HISTORY     - Date     Condition        Report By
 AE4300  HISTORY     - 1996     MONUMENTED       NGS
 AE4300
 AE4300                          STATION DESCRIPTION
 AE4300
 AE4300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE4300'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTHEAST OF YODER, 6 MI
 AE4300'(9.7 KM) SOUTH-SOUTHWEST OF RUSH AND 3 MI (4.8 KM) WEST OF THE EASTERN
 AE4300'EL PASO-LINCOLN COUNTY LINE, IN THE SOUTHWEST 1/4 OF SECTION 10, T 15
 AE4300'S, R 60 W.  OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY  TO REACH THE STATION,
 AE4300'GO TO THE INTERSECTION OF FOSSINGER ROAD AND WHITTEMORE ROAD AND THE
 AE4300'STATION IN THE NORTHEAST CORNER OF THE INTERSECTION  THE MARK IS A
 AE4300'STANDARD DISK SET IN THE TOP OF A 50 CM ROUND CONCRETE POST, FLUSH
 AE4300'WITH THE GROUND.  IT IS 33.2 M (108.9 FT) SOUTHEAST FROM A DRIVEWAY TO
 AE4300'A HOUSE, 18.7 M (61.4 FT) NORTH FROM A POWER POLE AND EAST-WEST POWER
 AE4300'LINE, 8.6 M (28.2 FT) NORTH FROM FOSSINGER ROAD, 7.9 M (25.9 FT) EAST
 AE4300'FROM WHITTEMORE ROAD, 0.7 M (2.3 FT) NORTHEAST FROM A WITNESS POST,
 AE4300'0.6 M (2.0 FT) SOUTHWEST FROM A FENCE POST AND ABOUT 30 CM ABOVE
 AE4300'WHITTEMORE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1194 ***********************************************************************
 LL1194  DESIGNATION -  ANDERSON ET
 LL1194  PID         -  LL1194
 LL1194  STATE/COUNTY-  CO/WELD
 LL1194  USGS QUAD   -  CORNISH (1972)
 LL1194
 LL1194                         *CURRENT SURVEY CONTROL
 LL1194  ___________________________________________________________________
 LL1194* NAD 83(1992)-  40 36 58.49924(N)    104 29 36.26178(W)     ADJUSTED  
 LL1194* NAVD 88     -      1510.6    (meters)    4956.     (feet)  VERTCON   
 LL1194  ___________________________________________________________________
 LL1194  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 LL1194  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 LL1194
 LL1194  HORZ ORDER  -  THIRD
 LL1194
 LL1194.The horizontal coordinates were established by classical geodetic methods
 LL1194.and adjusted by the National Geodetic Survey in January 1993..
 LL1194
 LL1194.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1194
 LL1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1194
 LL1194.The geoid height was determined by GEOID03.
 LL1194
 LL1194;                    North         East     Units Scale Factor Converg.
 LL1194;SPC CO N     -   447,730.045   999,577.308   MT  0.99997715   +0 39 01.4
 LL1194;SPC CO N     - 1,468,927.66  3,279,446.55   sFT  0.99997715   +0 39 01.4
 LL1194;UTM  13      - 4,496,281.896   542,851.560   MT  0.99962260   +0 19 47.3
 LL1194
 LL1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1194!SPC CO N     -   0.99976593  x   0.99997715  =   0.99974309
 LL1194!UTM  13      -   0.99976593  x   0.99962260  =   0.99938862
 LL1194
 LL1194:                Primary Azimuth Mark                     Grid Az
 LL1194:SPC CO N     -  COW ET                                   320 02 48.9
 LL1194:UTM  13      -  COW ET                                   320 22 03.0
 LL1194
 LL1194|---------------------------------------------------------------------|
 LL1194| PID    Reference Object                     Distance      Geod. Az  |
 LL1194|                                                           dddmmss.s |
 LL1194| LL1255 COW ET                              APPROX. 6.3 KM 3204150.3 |
 LL1194|---------------------------------------------------------------------|
 LL1194
 LL1194                          SUPERSEDED SURVEY CONTROL
 LL1194
 LL1194  NAD 83(1986)-  40 36 58.48629(N)    104 29 36.25861(W) AD(       ) 3
 LL1194  NAD 27      -  40 36 58.56085(N)    104 29 34.41806(W) AD(       ) 3
 LL1194  NGVD 29 (07/19/86) 1509.7    (m)         4953.     (f) VERT ANG       
 LL1194
 LL1194.Superseded values are not recommended for survey control.
 LL1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1194.See file dsdata.txt to determine how the superseded data were derived.
 LL1194
 LL1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE4285296282(NAD 83)
 LL1194_MARKER: DD = SURVEY DISK
 LL1194_SETTING: 0 = UNSPECIFIED SETTING
 LL1194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1194
 LL1194  HISTORY     - Date     Condition        Report By
 LL1194  HISTORY     - 1959     MONUMENTED       USGS
 LL1194
 LL1194                          STATION DESCRIPTION
 LL1194
 LL1194'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LL1194'STATION IS LOCATED ABOUT 12.5 MI. E. AND 2.5 MI. N. OF AULT, COLORADO,
 LL1194'ON N. END OF N-S. RIDGE IN A FENCE CORNER, SEC. 36, T 8 N, R 64 W.
 LL1194'
 LL1194'TO REACH STATION FROM INTERSECTION OF U.S. HIGHWAY 85 AND STATE
 LL1194'HIGHWAY 14 IN AULT, PROCEED E. ALONG HIGHWAY 14 FOR 10.7 MI. TO
 LL1194'CROSSROAD, THENCE E. FOR 2.5 MI. TO FARM RD. S., THENCE S. FOR 0.1
 LL1194'MI. TO RANCH AND LARGE QUONSET TYPE BUILDING, THENCE EASTERLY ALONG
 LL1194'FARM RD. 0.2 MI. TO FENCE AND GATE, THENCE SOUTHERLY ALONG FENCE LINE
 LL1194'FOR 0.4 MI. TO FENCE CORNER AND STATION.  STATION LIES 8.5 FT. W. OF
 LL1194'N-S. FENCE AND 8.5 FT. N. OF E-W. FENCE.
 LL1194'
 LL1194'STATION MARK--A STANDARD TABLET SET IN A CONCRETE POST PROJECTING 6
 LL1194'IN. ABOVE GROUND AND STAMPED ---ANDERSON-ET 1959---.
 LL1194'
 LL1194'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0786 ***********************************************************************
 KL0786  DESIGNATION -  ANDGEE
 KL0786  PID         -  KL0786
 KL0786  STATE/COUNTY-  CO/GARFIELD
 KL0786  USGS QUAD   -  SILT (1987)
 KL0786
 KL0786                         *CURRENT SURVEY CONTROL
 KL0786  ___________________________________________________________________
 KL0786* NAD 83(1992)-  39 36 46.12912(N)    107 43 06.16676(W)     ADJUSTED  
 KL0786* NAVD 88     -      2455.6    (meters)    8056.     (feet)  VERTCON   
 KL0786  ___________________________________________________________________
 KL0786  LAPLACE CORR-           6.55  (seconds)                    DEFLEC99
 KL0786  GEOID HEIGHT-         -15.48  (meters)                     GEOID03
 KL0786
 KL0786  HORZ ORDER  -  THIRD
 KL0786
 KL0786.The horizontal coordinates were established by classical geodetic methods
 KL0786.and adjusted by the National Geodetic Survey in January 1993..
 KL0786
 KL0786.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0786
 KL0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0786
 KL0786.The geoid height was determined by GEOID03.
 KL0786
 KL0786;                    North         East     Units Scale Factor Converg.
 KL0786;SPC CO C     -   504,666.354   723,923.799   MT  0.99997574   -1 23 56.8
 KL0786;SPC CO C     - 1,655,726.20  2,375,073.33   sFT  0.99997574   -1 23 56.8
 KL0786;UTM  13      - 4,388,315.881   266,638.143   MT  1.00027052   -1 44 02.4
 KL0786
 KL0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0786!SPC CO C     -   0.99961733  x   0.99997574  =   0.99959308
 KL0786!UTM  13      -   0.99961733  x   1.00027052  =   0.99988775
 KL0786
 KL0786                          SUPERSEDED SURVEY CONTROL
 KL0786
 KL0786  NAD 83(1986)-  39 36 46.12227(N)    107 43 06.15963(W) AD(       ) 3
 KL0786  NGVD 29 (11/04/91) 2454.3    (m)         8052.     (f) VERT ANG       
 KL0786
 KL0786.Superseded values are not recommended for survey control.
 KL0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0786.See file dsdata.txt to determine how the superseded data were derived.
 KL0786
 KL0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD6663888316(NAD 83)
 KL0786_MARKER: DD = SURVEY DISK
 KL0786_SETTING: 80 = SET IN A BOULDER
 KL0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0786+STABILITY: SURFACE MOTION
 KL0786
 KL0786  HISTORY     - Date     Condition        Report By
 KL0786  HISTORY     - 1960     MONUMENTED       USGS
 KL0786
 KL0786                          STATION DESCRIPTION
 KL0786
 KL0786'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 KL0786'STATION IS LOCATED ABOUT 5.5 MI. N. AND 3.5 MI. E. OF THE TOWN OF
 KL0786'RIFLE, COLORADO.
 KL0786'
 KL0786'TO REACH FROM THE POST OFFICE IN RIFLE, GO N. ALONG STATE HIGHWAY 13
 KL0786'FOR 3.1 MI. TO GRAVEL RD. ALONG RIFLE CREEK, TURN RIGHT AND GO 1.4 MI.
 KL0786'ALONG RIFLE CREEK ROAD TO RD. JUNCTION E., TURN RIGHT AND CONTINUE 3.6
 KL0786'MI. ALONG RD. TO HAAS COAL MINE, AT THE COAL CHUTE, TAKE LEFT FORK
 KL0786'(TRAIL RD.) NE. 0.2 MI. TO TOP OF RIDGE, TURN RIGHT ALONG RIDGE 0.1
 KL0786'MI. TO A POINT WHERE RD. FORKS AND LEAVES RIDGE, LEAVE TRUCK AND
 KL0786'CONTINUE ON FOOT SE. ALONG MAIN RIDGE THROUGH TWO SADDLES TO RIDGE
 KL0786'RUNNING GENERALLY N-S., TURN RIGHT ALONG RIDGE TO NEAR S. END AND
 KL0786'STATION MARK ON S. SIDE OF HUGE ROCK, A 1-HOUR PACK.
 KL0786'
 KL0786'STATION MARK--A USGS STANDARD TABLET CEMENTED INTO SANDSTONE BOULDER,
 KL0786'STAMPED---ANDGEE-1960---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0899 ***********************************************************************
 JJ0899  DESIGNATION -  ANGLE
 JJ0899  PID         -  JJ0899
 JJ0899  STATE/COUNTY-  CO/CHEYENNE
 JJ0899  USGS QUAD   -  SORRENTO (1982)
 JJ0899
 JJ0899                         *CURRENT SURVEY CONTROL
 JJ0899  ___________________________________________________________________
 JJ0899* NAD 83(1992)-  38 47 20.19838(N)    102 55 50.01953(W)     ADJUSTED  
 JJ0899* NAVD 88     -      1346.6    (meters)    4418.     (feet)  GPS OBS   
 JJ0899  ___________________________________________________________________
 JJ0899  X           -  -1,114,166.757 (meters)                     COMP
 JJ0899  Y           -  -4,852,811.512 (meters)                     COMP
 JJ0899  Z           -   3,974,910.855 (meters)                     COMP
 JJ0899  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 JJ0899  ELLIP HEIGHT-        1324.16  (meters)          (12/03/02) GPS OBS
 JJ0899  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 JJ0899
 JJ0899  HORZ ORDER  -  FIRST
 JJ0899  ELLP ORDER  -  FOURTH    CLASS II
 JJ0899
 JJ0899.The horizontal coordinates were established by GPS observations
 JJ0899.and adjusted by the National Geodetic Survey in June 1996..
 JJ0899
 JJ0899.The orthometric height was determined by GPS observations and a
 JJ0899.high-resolution geoid model.
 JJ0899
 JJ0899.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JJ0899
 JJ0899.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0899
 JJ0899.The ellipsoidal height was determined by GPS observations
 JJ0899.and is referenced to NAD 83.
 JJ0899
 JJ0899.The geoid height was determined by GEOID03.
 JJ0899
 JJ0899;                    North         East     Units Scale Factor Converg.
 JJ0899;SPC CO C     -   414,036.719 1,137,602.053   MT  0.99995066   +1 37 13.9
 JJ0899;SPC CO C     - 1,358,385.47  3,732,282.74   sFT  0.99995066   +1 37 13.9
 JJ0899;UTM  13      - 4,295,389.794   679,735.994   MT  0.99999782   +1 17 48.3
 JJ0899
 JJ0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0899!SPC CO C     -   0.99979228  x   0.99995066  =   0.99974295
 JJ0899!UTM  13      -   0.99979228  x   0.99999782  =   0.99979010
 JJ0899
 JJ0899:                Primary Azimuth Mark                     Grid Az
 JJ0899:SPC CO C     -  SORRENITO RR SIDING GRAIN ELEV           110 07 33.2
 JJ0899:UTM  13      -  SORRENITO RR SIDING GRAIN ELEV           110 26 58.8
 JJ0899
 JJ0899|---------------------------------------------------------------------|
 JJ0899| PID    Reference Object                     Distance      Geod. Az  |
 JJ0899|                                                           dddmmss.s |
 JJ0899| JJ0900 SORRENITO RR SIDING GRAIN ELEV      APPROX. 2.6 KM 1114447.1 |
 JJ0899| JJ0276 W 25                                APPROX. 0.7 KM 1124714.6 |
 JJ0899| CM8257 ANGLE RM 1                           27.367 METERS 20534     |
 JJ0899| CM8258 ANGLE RM 2                           24.020 METERS 29223     |
 JJ0899|---------------------------------------------------------------------|
 JJ0899
 JJ0899                          SUPERSEDED SURVEY CONTROL
 JJ0899
 JJ0899  ELLIP H (06/14/96) 1324.15   (m)                       GP(       ) 1 2
 JJ0899  NAD 83(1992)-  38 47 20.19784(N)    102 55 50.01661(W) AD(       ) 3
 JJ0899  NAD 83(1986)-  38 47 20.19471(N)    102 55 50.01261(W) AD(       ) 3
 JJ0899  NAD 27      -  38 47 20.19345(N)    102 55 48.27338(W) AD(       ) 3
 JJ0899
 JJ0899.Superseded values are not recommended for survey control.
 JJ0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0899.See file dsdata.txt to determine how the superseded data were derived.
 JJ0899
 JJ0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC7973695390(NAD 83)
 JJ0899_MARKER: DS = TRIANGULATION STATION DISK
 JJ0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0899_STAMPING: ANGLE 1954
 JJ0899_MARK LOGO: CGS   
 JJ0899_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JJ0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0899+STABILITY: SURFACE MOTION
 JJ0899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0899+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1996
 JJ0899
 JJ0899  HISTORY     - Date     Condition        Report By
 JJ0899  HISTORY     - 1954     MONUMENTED       CGS
 JJ0899  HISTORY     - 1977     GOOD             NGS
 JJ0899  HISTORY     - 19960124 GOOD             CODOT
 JJ0899
 JJ0899                          STATION DESCRIPTION
 JJ0899
 JJ0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0899'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF U.S. HIGHWAY
 JJ0899'40, ABOUT 7-1/2 MILES WEST OF KIT CARSON, 4-1/2 MILES EAST
 JJ0899'SOUTHEAST OF WILD HORSE, 67 FEET SOUTH OF THE CENTERLINE OF
 JJ0899'U.S. HIGHWAY 40, 17 FEET SOUTH OF THE EAST-WEST FENCELINE AND
 JJ0899'6.8 FEET SOUTHWEST OF THE WHITE WITNESS POST.
 JJ0899'
 JJ0899'TO REACH, FROM THE MAIN INTERSECTION, IN KIT CARSON, GO WEST,
 JJ0899'ON U.S. HIGHWAY 40, 7.6 MILES TO THE STATION.
 JJ0899'
 JJ0899'THE STATION MARK IS A STANDARD DISK, STAMPED ANGLE 1954, SET
 JJ0899'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 JJ0899'ABOUT 6 INCHES.
 JJ0899'
 JJ0899'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED ANGLE
 JJ0899'NO 1 1954, SET IN THE TOP OF A 10 INCH CONCRETE MONUMENT WHICH
 JJ0899'PROJECTS ABOUT 6 INCHES AND IS ABOUT THE SAME ELEVATION AS
 JJ0899'THE STATION.  IT IS LOCATED 91 FEET NORTH OF THE NORTH RAIL
 JJ0899'OF THE RAILROAD TRACKS AND 17 FEET EAST OF A TELEPHONE POLE.
 JJ0899'
 JJ0899'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED ANGLE NO
 JJ0899'2 1954, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 JJ0899'WHICH PROJECTS 6 INCHES AND IS ABOUT THE SAME ELEVATION AS THE
 JJ0899'STATION.  IT IS LOCATED 89 FEET SOUTH OF THE CENTERLINE
 JJ0899'OF U.S. HIGHWAY 40, ABOUT 19 FEET SOUTH OF THE EAST-WEST
 JJ0899'FENCELINE.
 JJ0899'
 JJ0899'THE AZIMUTH MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 JJ0899'BENCH MARK, STAMPED W 25 1929, SET IN THE TOP OF A 10 INCH
 JJ0899'SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 8 INCHES.  IT
 JJ0899'IS LOCATED 151 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY
 JJ0899'40, ABOUT 81 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD
 JJ0899'TRACKS AND 33 FEET WEST OF THE TELEPHONE POLE NO. 495.  TO
 JJ0899'REACH, FROM THE STATION, GO EAST, ALONG THE TELEPHONE LINE
 JJ0899'FOR 0.5 MILE TO THE AZIMUTH MARK.
 JJ0899
 JJ0899                          STATION RECOVERY (1977)
 JJ0899
 JJ0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 JJ0899'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE TO
 JJ0899'REFERENCE MARK 1 CHECKED SATISFACTORY BUT THE ANGLE TO THE MARK DID
 JJ0899'NOT CHECK BY 3 MINUTES.  THE DISTANCE TO REFERENCE MARK 2 DID NOT
 JJ0899'CHECK BY 0.015 METERS BUT THE ANGLE TO THE MARK CHECKED
 JJ0899'SATISFACTORY.
 JJ0899'
 JJ0899'STATION IS ON HIGHWAY RIGHT-OF-WAY BETWEEN THE HIGHWAY AND RAILROAD.
 JJ0899'
 JJ0899'STATION IS REACHED FROM THE POST OFFICE IN KIT CARSON.  GO NORTH ON
 JJ0899'MAIN STREET FOR 0.1 MILE TO U.S. HIGHWAYS 287 AND 40.  TURN LEFT
 JJ0899'AND GO WESTERLY ON HIGHWAY FOR 7.35 MILES TO A TELEPHONE LINE POLE
 JJ0899'NO. 495, PAINTED WHITE AND THE AZIMUTH MARK ON THE LEFT, AS
 JJ0899'DESCRIBED.  CONTINUE STRAIGHT AHEAD ON HIGHWAY FOR 0.45 MILE TO
 JJ0899'THE STATION ON THE LEFT, AS DESCRIBED.
 JJ0899'
 JJ0899'STATION IS A STANDARD STATION MARK DISK, STAMPED ANGLE 1954, SET IN
 JJ0899'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES.
 JJ0899'MARK IS 66-1/2 FEET SOUTH OF THE CENTER OF U.S. HIGHWAYS 287 AND 40
 JJ0899'AND 2.3 FEET SOUTH OF A METAL WITNESS POST.
 JJ0899'
 JJ0899'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED ANGLE
 JJ0899'NO 1 1954, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 JJ0899'ABOUT 2 INCHES.  MARK IS 18 FEET EAST OF A TELEPHONE LINE POLE AND
 JJ0899'1.1 FEET WEST-NORTHWEST OF A METAL WITNESS POST.
 JJ0899'
 JJ0899'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED ANGLE
 JJ0899'NO 2 1954, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 JJ0899'ABOUT 4 INCHES.  MARK IS 63 FEET SOUTH OF THE HIGHWAY AND 1.2 FEET
 JJ0899'SOUTH OF A METAL WITNESS POST.
 JJ0899'
 JJ0899'AZIMUTH MARK IS A STANDARD BENCH MARK DISK, STAMPED W25 1929, SET IN
 JJ0899'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES.
 JJ0899'MARK IS 152 FEET SOUTH OF THE HIGHWAY, 81 FEET NORTH OF THE NORTH
 JJ0899'RAIL OF A RAILROAD TRACK AND 33 FEET WEST OF A TELEPHONE LINE POLE
 JJ0899'NO. 495 AND PAINTED WHITE.
 JJ0899'
 JJ0899'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES WNW OF
 JJ0899'KIT CARSON.
 JJ0899
 JJ0899                          STATION RECOVERY (1996)
 JJ0899
 JJ0899'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (KAW)
 JJ0899'THE STATION WILL BE USED DURING A COLORADO HARN DENSIFICATION PROJECT
 JJ0899'THE STATION IS LOCATED 8 MI (12.9 KM) WEST OF KIT CARSON AND 5 MI (8.0
 JJ0899'KM) EAST OF WILD HORSE AT US 40/287 REFERENCE POST 437.6 IN THE
 JJ0899'NORTHEAST 1/4 OF SECTION 31, T 14 S, R 49 W, 6TH P.M.  OWNERSHIP--
 JJ0899'UNION PACIFIC RAILROAD. TO REACH THE STATION FROM THE POST OFFICE IN
 JJ0899'WILD HORSE, PROCEED EASTERLY ON US 40/287 FOR 4.9 MI (7.9 KM) TO THE
 JJ0899'STATION ON THE RIGHT TO REACH THE STATION FROM THE JUNCTION OF US 40
 JJ0899'AND US 287 ON THE EAST SIDE OF KIT CARSON, PROCEED WESTERLY ON US
 JJ0899'40/287 FOR 8.5 MI (13.7 KM) TO THE STATION ON THE LEFT. THE STATION IS
 JJ0899'A BRASS USCGS TRIANGULATION DISK SET IN A CONCRETE POST.  IT IS 55 M
 JJ0899'(180.4 FT) NORTH OF THE NORTH RAIL OF THE UNION PACIFIC RAILROAD
 JJ0899'TRACK, 20.7 M (67.9 FT) SOUTH OF THE CENTER OF US 40/287, 0.7 M (2.3
 JJ0899'FT) SOUTH OF A METAL NGS POST AND SIGN, AND 0.6 M (2.0 FT) EAST OF A
 JJ0899'COLORADO DEPARTMENT OF HIGHWAYS FIBERGLASS WITNESS POST. DESCRIPTION
 JJ0899'BY K A WILLIAMS, CODOT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0585 ***********************************************************************
 LK0585  DESIGNATION -  ANGUS
 LK0585  PID         -  LK0585
 LK0585  STATE/COUNTY-  CO/PHILLIPS
 LK0585  USGS QUAD   -  ROCKLAND (1972)
 LK0585
 LK0585                         *CURRENT SURVEY CONTROL
 LK0585  ___________________________________________________________________
 LK0585* NAD 83(1992)-  40 35 54.86566(N)    102 37 48.30413(W)     ADJUSTED  
 LK0585* NAVD 88     -      1243.5    (meters)    4080.     (feet)  VERTCON   
 LK0585  ___________________________________________________________________
 LK0585  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 LK0585  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 LK0585
 LK0585  HORZ ORDER  -  SECOND
 LK0585
 LK0585.The horizontal coordinates were established by classical geodetic methods
 LK0585.and adjusted by the National Geodetic Survey in January 1993..
 LK0585
 LK0585.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0585
 LK0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0585
 LK0585.The geoid height was determined by GEOID03.
 LK0585
 LK0585;                    North         East     Units Scale Factor Converg.
 LK0585;SPC CO N     -   449,214.344 1,157,273.286   MT  0.99997524   +1 51 15.7
 LK0585;SPC CO N     - 1,473,797.39  3,796,820.77   sFT  0.99997524   +1 51 15.7
 LK0585;UTM  13      - 4,496,896.132   700,526.722   MT  1.00009498   +1 32 33.9
 LK0585
 LK0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0585!SPC CO N     -   0.99980818  x   0.99997524  =   0.99978342
 LK0585!UTM  13      -   0.99980818  x   1.00009498  =   0.99990314
 LK0585
 LK0585:                Primary Azimuth Mark                     Grid Az
 LK0585:SPC CO N     -  HAXTUN FARMERS COOP ELEVR                358 14 04.3
 LK0585:UTM  13      -  HAXTUN FARMERS COOP ELEVR                358 32 46.1
 LK0585
 LK0585|---------------------------------------------------------------------|
 LK0585| PID    Reference Object                     Distance      Geod. Az  |
 LK0585|                                                           dddmmss.s |
 LK0585| LK0590 HAXTUN FARMERS COOP ELEVR           APPROX. 4.5 KM 0000520.0 |
 LK0585| CP7297 ANGUS RM 1                            8.925 METERS 08916     |
 LK0585| CP7299 ANGUS AZ MK                                        0922626.2 |
 LK0585| LK0586 HUNT                                APPROX. 6.3 KM 2290432.2 |
 LK0585| CP7298 ANGUS RM 2                            9.475 METERS 27015     |
 LK0585|---------------------------------------------------------------------|
 LK0585
 LK0585                          SUPERSEDED SURVEY CONTROL
 LK0585
 LK0585  NAD 83(1986)-  40 35 54.86160(N)    102 37 48.30532(W) AD(       ) 2
 LK0585  NAD 27      -  40 35 54.89149(N)    102 37 46.64111(W) AD(       ) 2
 LK0585  NGVD 29 (07/19/86) 1243.0    (m)         4078.     (f) VERT ANG       
 LK0585
 LK0585.Superseded values are not recommended for survey control.
 LK0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0585.See file dsdata.txt to determine how the superseded data were derived.
 LK0585
 LK0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE0052796896(NAD 83)
 LK0585_MARKER: DS = TRIANGULATION STATION DISK
 LK0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0585_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LK0585
 LK0585  HISTORY     - Date     Condition        Report By
 LK0585  HISTORY     - 1969     MONUMENTED       CGS
 LK0585  HISTORY     - 1971     GOOD             NGS
 LK0585
 LK0585                          STATION DESCRIPTION
 LK0585
 LK0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 LK0585'THE STATION IS LOCATED IN THE SE 1/4 SEC. 5, T. 7 N., R. 47 W.,
 LK0585'ABOUT 3 MILES SOUTH OF HAXTUN AND ALONG THE RIGHT-OF-WAY OF A
 LK0585'GRAVELED ROAD.
 LK0585'
 LK0585'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND
 LK0585'STATE HIGHWAY 59 IN HAXTUN, GO SOUTH ON HIGHWAY 59 FOR 2.65 MILES
 LK0585'TO A CROSSROAD*.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR
 LK0585'0.15 MILE TO THE STATION ON THE RIGHT.
 LK0585'
 LK0585'THE STATION MARK IS A STANDARD DISK STAMPED ANGUS 1968, SET IN
 LK0585'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 LK0585'WITH THE GROUND.  IT IS 27 FEET NORTH OF THE CENTER OF A GRAVELED
 LK0585'ROAD, 2.7 FEET WEST-NORTHWEST OF A METAL WITNESS POST AND 1.3 FEET
 LK0585'SOUTH OF A WIRE FENCE.
 LK0585'
 LK0585'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ANGUS NO 1 1968, SET
 LK0585'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 LK0585'FLUSH WITH THE GROUND.  IT IS 27 FEET NORTH OF THE CENTER OF THE
 LK0585'GRAVELED ROAD, 27 FEET EAST OF THE METAL WITNESS POST AND 1 FOOT
 LK0585'SOUTH OF THE WIRE FENCE.
 LK0585'
 LK0585'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ANGUS NO 2 1968, SET
 LK0585'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 LK0585'FLUSH WITH THE GROUND.  IT IS 33.6 FEET EAST OF THE METAL WITNESS
 LK0585'POST, 27 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD AND 1.2
 LK0585'FEET SOUTH OF THE WIRE FENCE.
 LK0585'
 LK0585'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ANGUS 1968, SET IN
 LK0585'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 LK0585'WITH THE GROUND.  IT IS 28 FEET SOUTH OF THE CENTER OF A GRAVELED
 LK0585'ROAD, 2.3 FEET NORTH OF A POWER LINE POLE AND 2.2 FEET SOUTHWEST
 LK0585'OF A METAL WITNESS POST.
 LK0585'
 LK0585'*TO REACH THE AZIMUTH MARK FROM THE CROSSROAD, TURN LEFT AND GO
 LK0585'EAST ON A GRAVELED ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 LK0585'RIGHT.
 LK0585'
 LK0585'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LK0585
 LK0585                          STATION RECOVERY (1971)
 LK0585
 LK0585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WAK)
 LK0585'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 LK0585'USC AND GS NORTHEASTERN COLORADO UNADJUSTED FIELD DESCRIPTIONS.
 LK0585'
 LK0585'THE STATION AND REFERENCE MARKS ARE STANDARD USC AND GS BRONZE
 LK0585'DISKS SET IN CONCRETE POSTS, FLUSH WITH THE GROUND.
 LK0585'
 LK0585'STATION MARK--DISK STAMPED, ANGUS 1968.
 LK0585'
 LK0585'REFERENCE MARK NO. 1--DISK STAMPED, ANGUS NO. 1 1968.
 LK0585'
 LK0585'REFERENCE MARK NO. 2--DISK STAMPED, ANGUS NO. 2 1968.
 LK0585'
 LK0585'STATION HUNT USC AND GS 1968 IS VISIBLE FROM THE GROUND AT THIS
 LK0585'STATION, AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS
 LK0585'WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0766 ***********************************************************************
 JJ0766  DESIGNATION -  ANGUS ET
 JJ0766  PID         -  JJ0766
 JJ0766  STATE/COUNTY-  CO/CHEYENNE
 JJ0766  USGS QUAD   -  CHEYENNE WELLS NW (1982)
 JJ0766
 JJ0766                         *CURRENT SURVEY CONTROL
 JJ0766  ___________________________________________________________________
 JJ0766* NAD 83(1992)-  38 59 06.95403(N)    102 26 16.76970(W)     ADJUSTED  
 JJ0766* NAVD 88     -      1362.0    (meters)    4468.     (feet)  VERTCON   
 JJ0766  ___________________________________________________________________
 JJ0766  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 JJ0766  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 JJ0766
 JJ0766  HORZ ORDER  -  SECOND
 JJ0766
 JJ0766.The horizontal coordinates were established by classical geodetic methods
 JJ0766.and adjusted by the National Geodetic Survey in January 1993..
 JJ0766
 JJ0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0766
 JJ0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0766
 JJ0766.The geoid height was determined by GEOID03.
 JJ0766
 JJ0766;                    North         East     Units Scale Factor Converg.
 JJ0766;SPC CO C     -   437,143.511 1,179,640.922   MT  0.99993794   +1 55 52.2
 JJ0766;SPC CO C     - 1,434,195.00  3,870,205.26   sFT  0.99993794   +1 55 52.2
 JJ0766;UTM  13      - 4,318,263.913   721,910.383   MT  1.00020641   +1 36 44.9
 JJ0766
 JJ0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0766!SPC CO C     -   0.99978993  x   0.99993794  =   0.99972789
 JJ0766!UTM  13      -   0.99978993  x   1.00020641  =   0.99999630
 JJ0766
 JJ0766|---------------------------------------------------------------------|
 JJ0766| PID    Reference Object                     Distance      Geod. Az  |
 JJ0766|                                                           dddmmss.s |
 JJ0766| CM8260 ANGUS ET RM 2                        15.486 METERS 08904     |
 JJ0766| JJ0765 CHEYENNE WELLS                      APPROX. 5.0 KM 1395250.8 |
 JJ0766| CM8259 ANGUS ET RM 1                        15.235 METERS 26901     |
 JJ0766|---------------------------------------------------------------------|
 JJ0766
 JJ0766                          SUPERSEDED SURVEY CONTROL
 JJ0766
 JJ0766  NAD 83(1986)-  38 59 06.95146(N)    102 26 16.76840(W) AD(       ) 2
 JJ0766  NAD 27      -  38 59 06.94635(N)    102 26 15.07444(W) AD(       ) 2
 JJ0766  NGVD 29 (07/19/86) 1361.4    (m)         4467.     (f) VERT ANG       
 JJ0766
 JJ0766.Superseded values are not recommended for survey control.
 JJ0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0766.See file dsdata.txt to determine how the superseded data were derived.
 JJ0766
 JJ0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD2191018264(NAD 83)
 JJ0766_MARKER: DD = SURVEY DISK
 JJ0766_SETTING: 0 = UNSPECIFIED SETTING
 JJ0766
 JJ0766  HISTORY     - Date     Condition        Report By
 JJ0766  HISTORY     - 1969     MONUMENTED       USGS
 JJ0766
 JJ0766                          STATION DESCRIPTION
 JJ0766
 JJ0766'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (RVS)
 JJ0766'THE STATION IS LOCATED NORTH 21 DEG WEST ABOUT 12.5 MILES AIRLINE
 JJ0766'FROM CHEYENNE WELLS, COLORADO, AT THE NORTH EDGE OF AN EAST-WEST
 JJ0766'COUNTY ROAD, AT THE SOUTH EDGE OF SECTION 22, T.12S., R.45W.
 JJ0766'
 JJ0766'TO REACH THE STATION FROM THE COUNTY COURT HOUSE IN CHEYENNE
 JJ0766'WELLS, PROCEED NORTH ON U.S. HIGHWAY 385 FOR 11.2 MILES TO A
 JJ0766'T-ROAD WEST, GO WEST ON COUNTY ROAD 4.5 MILES TO THE STATION
 JJ0766'SITE ON THE RIGHT.  THE STATION IS 37 FEET NORTH OF THE
 JJ0766'CENTERLINE OF THE EAST-WEST ROAD.  172 FEET EAST OF A T-FENCE
 JJ0766'NORTH, AND 3.6 FEET SOUTH OF A USGS WITNESS SIGN MOUNTED ON A
 JJ0766'STEEL FENCE POST.
 JJ0766'
 JJ0766'THE STATION MARK IS A USGS BRONZE TABLET SOLDERED TO A COPPER
 JJ0766'COATED STEEL ROD DRIVEN TO REFUSAL (15 FEET), CENTERED IN AN
 JJ0766'ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED
 JJ0766'WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND STAMPED
 JJ0766'ANGUS E.T. 1969.
 JJ0766'
 JJ0766'REFERENCE MARK NO. 1 IS A STANDARD USGS REFERENCE MARK TABLET
 JJ0766'SOLDERED TO A COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF 10
 JJ0766'FEET, CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12
 JJ0766'INCHES LONG FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE
 JJ0766'GROUND AND STAMPED ANGUS E.T. NO. 1 1969.  REFERENCE MARK NO. 1
 JJ0766'IS 37 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 3 FEET
 JJ0766'SOUTH OF A FENCE AND 1.0 FOOT EAST OF A USGS WITNESS SIGN
 JJ0766'MOUNTED ON A STEEL FENCE POST.
 JJ0766'
 JJ0766'REFERENCE MARK NO. 2 IS A STANDARD USGS REFERENCE MARK TABLET
 JJ0766'SOLDERED TO A COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF 10
 JJ0766'FEET, CENTERED IN AN ORANGEBURG TILE 6 INCHES IN DIAMETER, 12
 JJ0766'INCHES LONG FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE
 JJ0766'GROUND AND STAMPED ANGUS E.T. NO. 2 1969.  REFERENCE MARK NO. 2
 JJ0766'IS 37 FEET NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 3 FEET
 JJ0766'SOUTH OF A FENCE AND 1.0 FOOT WEST OF A USGS WITNESS SIGN
 JJ0766'MOUNTED ON A STEEL FENCE POST.
 JJ0766'
 JJ0766'STATION CHEYENNE WELLS USC AND GS 1892 IS VISIBLE FROM THE
 JJ0766'GROUND AND WILL SERVE AS THE AZIMUTH MARK.  STATION RAINES E.T. 1969
 JJ0766'IS ALSO VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0368 ***********************************************************************
 HJ0368  DESIGNATION -  ANIMAS
 HJ0368  PID         -  HJ0368
 HJ0368  STATE/COUNTY-  CO/BENT
 HJ0368  USGS QUAD   -  GILPIN (1966)
 HJ0368
 HJ0368                         *CURRENT SURVEY CONTROL
 HJ0368  ___________________________________________________________________
 HJ0368* NAD 83(1992)-  37 56 31.47974(N)    103 11 42.08513(W)     ADJUSTED  
 HJ0368* NAVD 88     -      1299.2    (meters)    4262.     (feet)  VERTCON   
 HJ0368  ___________________________________________________________________
 HJ0368  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 HJ0368  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 HJ0368
 HJ0368  HORZ ORDER  -  FIRST
 HJ0368
 HJ0368.The horizontal coordinates were established by classical geodetic methods
 HJ0368.and adjusted by the National Geodetic Survey in January 1993..
 HJ0368
 HJ0368.The NAVD 88 height was computed by applying the VERTCON shift value to
 HJ0368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HJ0368
 HJ0368.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0368
 HJ0368.The geoid height was determined by GEOID03.
 HJ0368
 HJ0368;                    North         East     Units Scale Factor Converg.
 HJ0368;SPC CO S     -   448,850.733 1,116,981.442   MT  0.99994717   +1 24 49.8
 HJ0368;SPC CO S     - 1,472,604.45  3,664,629.95   sFT  0.99994717   +1 24 49.8
 HJ0368;UTM  13      - 4,200,924.807   658,603.127   MT  0.99990983   +1 06 36.2
 HJ0368
 HJ0368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0368!SPC CO S     -   0.99979968  x   0.99994717  =   0.99974686
 HJ0368!UTM  13      -   0.99979968  x   0.99990983  =   0.99970953
 HJ0368
 HJ0368|---------------------------------------------------------------------|
 HJ0368| PID    Reference Object                     Distance      Geod. Az  |
 HJ0368|                                                           dddmmss.s |
 HJ0368| CM8262 ANIMAS RM 2                          15.120 METERS 07904     |
 HJ0368| CM8261 ANIMAS RM 1                          14.500 METERS 35847     |
 HJ0368|---------------------------------------------------------------------|
 HJ0368
 HJ0368                          SUPERSEDED SURVEY CONTROL
 HJ0368
 HJ0368  NAD 83(1986)-  37 56 31.46550(N)    103 11 42.07568(W) AD(       ) 1
 HJ0368  NAD 27      -  37 56 31.43700(N)    103 11 40.32700(W) AD(       ) 1
 HJ0368  NGVD 29 (07/19/86) 1298.6    (m)         4260.     (f) VERT ANG       
 HJ0368
 HJ0368.Superseded values are not recommended for survey control.
 HJ0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0368.See file dsdata.txt to determine how the superseded data were derived.
 HJ0368
 HJ0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC5860300925(NAD 83)
 HJ0368_MARKER: DS = TRIANGULATION STATION DISK
 HJ0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0368
 HJ0368  HISTORY     - Date     Condition        Report By
 HJ0368  HISTORY     - 1922     MONUMENTED       CGS
 HJ0368  HISTORY     - 1947     GOOD             WESGEO
 HJ0368  HISTORY     - 1952     SEE DESCRIPTION  CGS
 HJ0368
 HJ0368                          STATION DESCRIPTION
 HJ0368
 HJ0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CDM)
 HJ0368'ABOUT 10 MILES S AND 1/2 MILE E OF LAS ANIMAS, ON THE HIGHEST
 HJ0368'POINT OF A GRASSY HILL 250 METERS E OF THE ROAD LEADING S FROM
 HJ0368'LAS ANIMAS TO RULE POST OFFICE, KIM, NINAVIEW, ETC.
 HJ0368'
 HJ0368'STATION MARK IS A DISK SET AS DESCRIBED.  UNDERGROUND
 HJ0368'MARK IS A DISK SET.
 HJ0368'
 HJ0368'REFERENCE MARKS ARE DISKS SET AS DESCRIBED, AT
 HJ0368'THE FOLLOWING DISTANCES AND BEARINGS FROM THE STATION--
 HJ0368'
 HJ0368'NO. 1 IS 14.50 METERS (47.6 FEET).
 HJ0368'
 HJ0368'NO. 2 IS 15.12 METERS (49.6 FEET).
 HJ0368
 HJ0368                          STATION RECOVERY (1947)
 HJ0368
 HJ0368'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1947 (HEO)
 HJ0368'STATION AND REFERENCE MARKS FOUND TO BE IN GOOD CONDITION.
 HJ0368'
 HJ0368'STATION IS REACHED BY TRAVELING S ALONG HWY 101, 8.4 MILES
 HJ0368'TO A ROAD LEADING EAST.  YOU TRAVEL 0.4 MILE SE FROM A
 HJ0368'CATTLEGUARD TO THE HIGHEST POINT IN THIS VICINITY.
 HJ0368
 HJ0368                          STATION RECOVERY (1952)
 HJ0368
 HJ0368'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LGT)
 HJ0368'THE STATION WAS SEARCHED FOR BUT NO MARKS WERE FOUND.  THE
 HJ0368'AREA IS NOW UNDER CULTIVATION AND IT IS BELIEVED THAT ALL
 HJ0368'MARKS WERE REMOVED.
 HJ0368'
 HJ0368'TRIANGULATION STATION ANIMAS 2 WAS ESTABLISHED APPROXIMATELY
 HJ0368'300 YARDS NORTH-NORTHWEST OF THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0643 ***********************************************************************
 LM0643  DESIGNATION -  ANITA 2
 LM0643  PID         -  LM0643
 LM0643  STATE/COUNTY-  CO/ROUTT
 LM0643  USGS QUAD   -  BEARS EARS PEAKS (1973)
 LM0643
 LM0643                         *CURRENT SURVEY CONTROL
 LM0643  ___________________________________________________________________
 LM0643* NAD 83(1992)-  40 46 38.70272(N)    107 14 57.67148(W)     ADJUSTED  
 LM0643* NAVD 88     -      3225.9    (meters)   10584.     (feet)  VERTCON   
 LM0643  ___________________________________________________________________
 LM0643  LAPLACE CORR-           5.84  (seconds)                    DEFLEC99
 LM0643  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 LM0643
 LM0643  HORZ ORDER  -  THIRD
 LM0643
 LM0643.The horizontal coordinates were established by classical geodetic methods
 LM0643.and adjusted by the National Geodetic Survey in January 1993..
 LM0643
 LM0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0643
 LM0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0643
 LM0643.The geoid height was determined by GEOID03.
 LM0643
 LM0643;                    North         East     Units Scale Factor Converg.
 LM0643;SPC CO N     -   466,600.340   766,735.377   MT  0.99999905   -1 07 49.1
 LM0643;SPC CO N     - 1,530,837.95  2,515,530.98   sFT  0.99999905   -1 07 49.1
 LM0643;UTM  13      - 4,516,482.947   310,183.731   MT  1.00004349   -1 28 10.3
 LM0643
 LM0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0643!SPC CO N     -   0.99949628  x   0.99999905  =   0.99949533
 LM0643!UTM  13      -   0.99949628  x   1.00004349  =   0.99953975
 LM0643
 LM0643:                Primary Azimuth Mark                     Grid Az
 LM0643:SPC CO N     -  SADDLE                                   074 08 00.5
 LM0643:UTM  13      -  SADDLE                                   074 28 21.7
 LM0643
 LM0643|---------------------------------------------------------------------|
 LM0643| PID    Reference Object                     Distance      Geod. Az  |
 LM0643|                                                           dddmmss.s |
 LM0643| LM0642 SADDLE                              APPROX. 8.5 KM 0730011.4 |
 LM0643|---------------------------------------------------------------------|
 LM0643
 LM0643                          SUPERSEDED SURVEY CONTROL
 LM0643
 LM0643  NAD 83(1986)-  40 46 38.70057(N)    107 14 57.66697(W) AD(       ) 3
 LM0643  NAD 27      -  40 46 38.80829(N)    107 14 55.46196(W) AD(       ) 3
 LM0643  NGVD 29 (07/19/86) 3224.4    (m)        10579.     (f) VERT ANG       
 LM0643
 LM0643.Superseded values are not recommended for survey control.
 LM0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0643.See file dsdata.txt to determine how the superseded data were derived.
 LM0643
 LM0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF1018416483(NAD 83)
 LM0643
 LM0643  HISTORY     - Date     Condition        Report By
 LM0643  HISTORY     - 1959     MONUMENTED       USGS
 LM0643  HISTORY     - 1969     GOOD             USGS
 LM0643
 LM0643                          STATION DESCRIPTION
 LM0643
 LM0643'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 LM0643'STATIONS ON THE N. OF TWO PEAKS KNOWN AS BEARS EARS MTS.  THE
 LM0643'MOUNTAIN IS APPROXIMATELY 19.2 MI. (AIRLINE) N. OF HAYDEN, COLORADO,
 LM0643'AND 18.2 MI. (AIRLINE) WNW. OF CLARK, COLORADO.
 LM0643'
 LM0643'STATION BEST REACHED FROM CRAIG, COLORADO, BY DRIVING N. ON STATE
 LM0643'HIGHWAY 13 (CRAIG-BAGGS, WYOMING) 13.1 MI. TO GRADED DIRT RD. RIGHT.
 LM0643'TURN RIGHT AND FOLLOW NEW USFS RD. TO SMITH SAWMILL, APPROXIMATELY
 LM0643'16.5 MI.  TURN RIGHT AT MILL, CROSS MEADOW, AND FOLLOW LOGGING RD.
 LM0643'TO HIGHEST POINT OF RD., APPROXIMATELY 2.0 MI.  END OF TRUCK TRAVEL.
 LM0643'PACK S. UP RIDGE TO TOP OF RIDGE.  TURN E. AND FOLLOW RIDGE TO
 LM0643'HIGHEST POINT AND STATION.  A 2-HOUR PACK.
 LM0643'
 LM0643'STATION MARK--STANDARD USGS BM TABLET CEMENTED IN BEDROCK AND
 LM0643'STAMPED ---ANITA-2 1959---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0762 ***********************************************************************
 KL0762  DESIGNATION -  ANKLE
 KL0762  PID         -  KL0762
 KL0762  STATE/COUNTY-  CO/EAGLE
 KL0762  USGS QUAD   -  PINEY PEAK (1987)
 KL0762
 KL0762                         *CURRENT SURVEY CONTROL
 KL0762  ___________________________________________________________________
 KL0762* NAD 83(1992)-  39 47 40.75898(N)    106 27 32.77593(W)     ADJUSTED  
 KL0762* NAVD 88     -      3340.4    (meters)   10959.     (feet)  VERTCON   
 KL0762  ___________________________________________________________________
 KL0762  LAPLACE CORR-           6.38  (seconds)                    DEFLEC99
 KL0762  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 KL0762
 KL0762  HORZ ORDER  -  THIRD
 KL0762
 KL0762.The horizontal coordinates were established by classical geodetic methods
 KL0762.and adjusted by the National Geodetic Survey in January 1993..
 KL0762
 KL0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0762
 KL0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0762
 KL0762.The geoid height was determined by GEOID03.
 KL0762
 KL0762;                    North         East     Units Scale Factor Converg.
 KL0762;SPC CO C     -   522,963.734   832,256.176   MT  1.00000914   -0 36 17.6
 KL0762;SPC CO C     - 1,715,756.85  2,730,493.80   sFT  1.00000914   -0 36 17.6
 KL0762;UTM  13      - 4,405,984.572   375,076.541   MT  0.99979213   -0 56 02.4
 KL0762
 KL0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0762!SPC CO C     -   0.99947822  x   1.00000914  =   0.99948735
 KL0762!UTM  13      -   0.99947822  x   0.99979213  =   0.99927045
 KL0762
 KL0762                          SUPERSEDED SURVEY CONTROL
 KL0762
 KL0762  NAD 83(1986)-  39 47 40.75045(N)    106 27 32.75544(W) AD(       ) 3
 KL0762  NGVD 29 (10/17/91) 3338.8    (m)        10954.     (f) VERT ANG       
 KL0762
 KL0762.Superseded values are not recommended for survey control.
 KL0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0762.See file dsdata.txt to determine how the superseded data were derived.
 KL0762
 KL0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCE7507705985(NAD 83)
 KL0762_MARKER: DD = SURVEY DISK
 KL0762_SETTING: 0 = UNSPECIFIED SETTING
 KL0762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0762
 KL0762  HISTORY     - Date     Condition        Report By
 KL0762  HISTORY     - 1961     MONUMENTED       USGS
 KL0762  HISTORY     - 1972     GOOD             USFS
 KL0762
 KL0762                          STATION DESCRIPTION
 KL0762
 KL0762'DESCRIBED BY US FOREST SERVICE 1972
 KL0762'STATION LOCATED ON MAIN DIVIDE BETWEEN PINEY RIVER AND SHEEPHORN
 KL0762'CREEK, ABOUT 11.0 MI. (AIRLINE) SE. OF STATE BRIDGE, AND ABOUT 2.0
 KL0762'MI. SE. OF PINEY PEAK.  IT IS ABOUT 1.0 MI. SE. OF CHIMNEY ROCK.
 KL0762'
 KL0762'TO REACH FROM RADIUM, COLORADO, DRIVE UP SHEEPHORN, FOLLOWING MAIN
 KL0762'RD. AND --PINEY DIVIDE-- SIGNS, 15 MI. TO PINEY DIVIDE AT HEAD OF
 KL0762'SHEEPHORN CREEK, THENCE SHARP RIGHT ON DIVIDE AND DRIVE GENERALLY
 KL0762'W. AND SW. ALONG LOGGING RD. 4.0 MI. TO OPEN SADDLE FROM WHICH
 KL0762'CHIMNEY ROCK IS PLAINLY VISIBLE, ABOUT 0.5 MI. TO W.  DRIVE SE. 0.1
 KL0762'MI. UP STEEP SLOPE, THEN PACK ESE. 5-MINUTES TO SMALL TOP AND STATION.
 KL0762'TOP IS SPARSELY TIMBERED ON N.
 KL0762'
 KL0762'STATION MARK--STANDARD TABLET IN CONCRETE, FLUSH WITH GROUND, STAMPED
 KL0762'---VABM ANKLE 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1728 ***********************************************************************
 KK1728  DESIGNATION -  ANN
 KK1728  PID         -  KK1728
 KK1728  STATE/COUNTY-  CO/ADAMS
 KK1728  USGS QUAD   -  MONTBELLO (1994)
 KK1728
 KK1728                         *CURRENT SURVEY CONTROL
 KK1728  ___________________________________________________________________
 KK1728* NAD 83(1992)-  39 51 20.48118(N)    104 49 26.34987(W)     ADJUSTED  
 KK1728* NAVD 88     -      1587.8    (meters)    5209.     (feet)  VERTCON   
 KK1728  ___________________________________________________________________
 KK1728  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 KK1728  GEOID HEIGHT-         -17.74  (meters)                     GEOID03
 KK1728
 KK1728  HORZ ORDER  -  FIRST
 KK1728
 KK1728.The horizontal coordinates were established by classical geodetic methods
 KK1728.and adjusted by the National Geodetic Survey in January 1993..
 KK1728
 KK1728.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1728
 KK1728.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1728
 KK1728.The geoid height was determined by GEOID03.
 KK1728
 KK1728;                    North         East     Units Scale Factor Converg.
 KK1728;SPC CO N     -   363,018.111   972,248.914   MT  0.99998047   +0 26 12.5
 KK1728;SPC CO N     - 1,191,001.92  3,189,786.65   sFT  0.99998047   +0 26 12.5
 KK1728;UTM  13      - 4,411,755.154   515,056.080   MT  0.99960279   +0 06 46.1
 KK1728
 KK1728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1728!SPC CO N     -   0.99975375  x   0.99998047  =   0.99973422
 KK1728!UTM  13      -   0.99975375  x   0.99960279  =   0.99935664
 KK1728
 KK1728|---------------------------------------------------------------------|
 KK1728| PID    Reference Object                     Distance      Geod. Az  |
 KK1728|                                                           dddmmss.s |
 KK1728| CP7300 ANN RM 1                             13.887 METERS 18602     |
 KK1728| KK1730 DENVER ROCKY MTN ARSENAL NW TK      APPROX. 1.7 KM 2284351.3 |
 KK1728| CP7301 ANN RM 2                             14.316 METERS 27226     |
 KK1728|---------------------------------------------------------------------|
 KK1728
 KK1728                          SUPERSEDED SURVEY CONTROL
 KK1728
 KK1728  NAD 83(1986)-  39 51 20.47523(N)    104 49 26.34851(W) AD(       ) 1
 KK1728  NAD 27      -  39 51 20.52466(N)    104 49 24.44377(W) AD(       ) 1
 KK1728  NGVD 29 (07/19/86) 1586.9    (m)         5206.     (f) VERT ANG       
 KK1728
 KK1728.Superseded values are not recommended for survey control.
 KK1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1728.See file dsdata.txt to determine how the superseded data were derived.
 KK1728
 KK1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE1505611755(NAD 83)
 KK1728_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KK1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1728_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1728_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KK1728
 KK1728  HISTORY     - Date     Condition        Report By
 KK1728  HISTORY     - 1971     MONUMENTED       NGS
 KK1728  HISTORY     - 1979     GOOD             NGS
 KK1728
 KK1728                          STATION DESCRIPTION
 KK1728
 KK1728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 KK1728'THE STATION IS LOCATED ABOUT 9 MILES SOUTH OF BRIGHTON, 7 MILES
 KK1728'NORTH OF AURORA AND 6 MILES NORTHEAST OF COMMERCE CITY.  IT IS
 KK1728'ON THE HIGHEST PART OF A LOW KNOLL, IN THE NORTHWEST 1/4 SECTION
 KK1728'30, T. 2 S., R. 66 W., AND ON THE CONFINES OF THE DENVER ROCKY
 KK1728'MOUNTAIN ARSENAL.
 KK1728'
 KK1728'TO REACH THE STATION FROM THE SOUTH GATE OF THE DENVER ROCKY
 KK1728'MOUNTAIN ARSENAL (THIS IS JUST NORTH OF THE INTERSECTION OF
 KK1728'HAVANNA STREET AND 5TH AVENUE) GO NORTH THROUGH GUARD GATE ON
 KK1728'SURFACED ROAD, WHICH BECOMES C STREET INSIDE OF THE ARSENAL
 KK1728'AREA, FOR 1.95 MILES TO THE INTERSECTION OF 7TH AVENUE AND
 KK1728'C STREET.  TURN RIGHT AND GO EAST ON 7TH AVENUE FOR 0.4 MILE
 KK1728'TO THE HEADQUARTERS BUILDING ON THE LEFT.  CONTINUE AHEAD ON
 KK1728'7TH AVENUE FOR 1.7 MILES TO THE INTERSECTION OF E STREET AND
 KK1728'7TH AVENUE.  TURN LEFT AND GO NORTH ON E STREET FOR 2.0 MILES
 KK1728'TO THE INTERSECTION OF E STREET AND 9TH AVENUE.  TURN RIGHT
 KK1728'AND GO EAST ON 9TH AVENUE FOR 0.2 MILE TO POWER LINE POLE
 KK1728'NUMBER 78.  TURN RIGHT AND GO SOUTH FOR 0.05 MILE TO THE
 KK1728'STATION.
 KK1728'
 KK1728'STATION MARKS ARE STANDARD DISKS STAMPED ANN 1971.  THE SURFACE
 KK1728'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KK1728'THAT PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 75 PACES
 KK1728'SOUTH OF THE CENTER OF 9TH AVENUE.  THE UNDERGROUND DISK IS SET
 KK1728'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 5 FEET BELOW THE
 KK1728'GROUND SURFACE.
 KK1728'
 KK1728'REFERENCE MARK 1, A STANDARD DISK STAMPED ANN NO 1 1971, IS
 KK1728'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KK1728'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 90 PACES
 KK1728'SOUTH OF THE APPROXIMATE CENTER OF 9TH AVENUE AND ABOUT THE
 KK1728'SAME ELEVATION AS THE STATION.
 KK1728'
 KK1728'REFERENCE MARK 2, A STANDARD DISK STAMPED ANN NO 2 1971, IS
 KK1728'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KK1728'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 75 PACES
 KK1728'SOUTH OF THE APPROXIMATE CENTER OF 9TH AVENUE AND ABOUT THE
 KK1728'SAME ELEVATION AS THE STATION.
 KK1728'
 KK1728'THE DISTANCE BETWEEN REFERENCE MARKS 1 AND 2 IS 63.35 FEET
 KK1728'OR 19.307 METERS.
 KK1728'
 KK1728'HEIGHT OF LIGHT ABOVE STATION MARK 1.30 METERS.
 KK1728
 KK1728                          STATION RECOVERY (1979)
 KK1728
 KK1728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 KK1728'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE AND
 KK1728'DIRECTION TO REFERENCE MARKS CHECKED PREVIOUS DATA
 KK1728'FAVORABLY.  LOCATION OF AND ROUTE TO STATION IS STILL ADEQUATE.
 KK1728'
 KK1728'STATION IS A STANDARD STATION DISK, STAMPED--ANN 1971--, SET IN
 KK1728'THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 9 INCHES, 2.5
 KK1728'FEET WEST-NORTHWEST OF A METAL WITNESS POST.
 KK1728'
 KK1728'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED--ANN NO 1 1971--, SET
 KK1728'IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 5 INCHES.
 KK1728'
 KK1728'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED--ANN NO 2 1971--, SET
 KK1728'IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0705 ***********************************************************************
 LM0705  CBN         -  This is a Cooperative Base Network Control Station.
 LM0705  DESIGNATION -  ANNA
 LM0705  PID         -  LM0705
 LM0705  STATE/COUNTY-  CO/JACKSON
 LM0705  USGS QUAD   -  MAC FARLANE RESERVOIR (1955)
 LM0705
 LM0705                         *CURRENT SURVEY CONTROL
 LM0705  ___________________________________________________________________
 LM0705* NAD 83(1992)-  40 37 06.00245(N)    106 16 40.22071(W)     ADJUSTED  
 LM0705* NAVD 88     -      2501.7    (meters)    8208.     (feet)  GPS OBS   
 LM0705  ___________________________________________________________________
 LM0705  X           -  -1,359,483.539 (meters)                     COMP
 LM0705  Y           -  -4,655,755.068 (meters)                     COMP
 LM0705  Z           -   4,131,963.903 (meters)                     COMP
 LM0705  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 LM0705  ELLIP HEIGHT-        2489.58  (meters)          (10/21/02) GPS OBS
 LM0705  GEOID HEIGHT-         -12.19  (meters)                     GEOID03
 LM0705
 LM0705  HORZ ORDER  -  B
 LM0705  ELLP ORDER  -  FOURTH    CLASS II
 LM0705
 LM0705.The horizontal coordinates were established by GPS observations
 LM0705.and adjusted by the National Geodetic Survey in May 1992..
 LM0705
 LM0705.The orthometric height was determined by GPS observations and a
 LM0705.high-resolution geoid model.
 LM0705
 LM0705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LM0705
 LM0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0705
 LM0705.The ellipsoidal height was determined by GPS observations
 LM0705.and is referenced to NAD 83.
 LM0705
 LM0705.The geoid height was determined by GEOID03.
 LM0705
 LM0705;                    North         East     Units Scale Factor Converg.
 LM0705;SPC CO N     -   447,766.715   848,584.478   MT  0.99997739   -0 30 09.3
 LM0705;SPC CO N     - 1,469,047.96  2,784,064.24   sFT  0.99997739   -0 30 09.3
 LM0705;UTM  13      - 4,497,174.669   391,912.866   MT  0.99974380   -0 49 55.1
 LM0705
 LM0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0705!SPC CO N     -   0.99960962  x   0.99997739  =   0.99958702
 LM0705!UTM  13      -   0.99960962  x   0.99974380  =   0.99935352
 LM0705
 LM0705                          SUPERSEDED SURVEY CONTROL
 LM0705
 LM0705  NAD 83(1986)-  40 37 05.99450(N)    106 16 40.21439(W) AD(       ) 3
 LM0705  ELLIP H (05/26/92) 2489.59   (m)                       GP(       ) 4 1
 LM0705  NGVD 29 (06/11/92) 2500.3    (m)         8203.     (f) GPS OBS        
 LM0705
 LM0705.Superseded values are not recommended for survey control.
 LM0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0705.See file dsdata.txt to determine how the superseded data were derived.
 LM0705
 LM0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE9191397175(NAD 83)
 LM0705_MARKER: I = METAL ROD
 LM0705_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LM0705_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LM0705_STAMPING: ANNA 1991
 LM0705_MARK LOGO: NGS   
 LM0705_PROJECTION: FLUSH
 LM0705_MAGNETIC: N = NO MAGNETIC MATERIAL
 LM0705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LM0705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LM0705+SATELLITE: SATELLITE OBSERVATIONS - 1991
 LM0705_ROD/PIPE-DEPTH: 5.6  meters
 LM0705_SLEEVE-DEPTH  : 0.9 meters
 LM0705
 LM0705  HISTORY     - Date     Condition        Report By
 LM0705  HISTORY     - 1991     MONUMENTED       NGS
 LM0705
 LM0705                          STATION DESCRIPTION
 LM0705
 LM0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LM0705'STATION IS LOCATED ABOUT 13 KM (8.1 MI) SOUTH OF WALDEN, 1.7 KM
 LM0705'(1.1 MI) EAST OF STATE HIGHWAY 125, IN THE ARAPAHO NATIONAL WILDLIFE
 LM0705'REFUGE, AT THE REFUGE HEADQUARTERS OFFICE, IN THE EAST LAWN, IN THE
 LM0705'SOUTHEAST 1/4 OF SECTION 32, T 8 N, R 79 W.  OWNERSHIP--US FISH AND
 LM0705'WILDLIFE SERVICE, C/O EUGENE PATTEN, PO BOX 457, WALDEN, CO 80404.
 LM0705'PHONE IS 303-723-8202.
 LM0705'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 125 AND 14 EAST IN
 LM0705'WALDEN, GO SOUTH ON HIGHWAYS 125 AND 14 FOR 1.4 MI (2.3 KM) TO THE
 LM0705'JUNCTION OF HIGHWAY 14 WEST ON THE RIGHT.  CONTINUE SOUTH ON HIGHWAY
 LM0705'125 FOR 6.95 MI (11.18 KM) TO A GRAVEL ROAD LEFT.  TURN LEFT,
 LM0705'SOUTHEAST, ON COUNTY ROAD 32 FOR 0.6 MI (1.0 KM) TO A FORK.  KEEP
 LM0705'LEFT, EAST, ON MAIN ROAD FOR 0.35 MI (0.56 KM) TO A FORK WHERE ROAD
 LM0705'32 BEARS RIGHT.  KEEP LEFT, NORTHEAST, FOR 0.15 MI (0.24 KM) TO THE
 LM0705'EAST SIDE OF THE REFUGE OFFICE AND PARKING AREA AND STATION ON THE
 LM0705'LEFT.
 LM0705'STATION MARK IS A PUNCH HOLE TOP CENTER IN A STEEL ROD ENCASED IN A
 LM0705'PVC PIPE WITH LOGO CAP SET IN AN 0.5 M (1.6 FT) ROUND CONCRETE POST
 LM0705'FLUSH WITH THE GROUND.  IT IS 9.6 M (31.5 FT) NORTHEAST OF THE
 LM0705'NORTHEAST CORNER OF THE OFFICE BUILDING, 9.5 M (31.2 FT) NORTH OF THE
 LM0705'NORTH EDGE OF SIDEWALK LEADING TO A PEDESTRIAN RAMP, 0.9 M (3.0 FT)
 LM0705'WEST OF THE WEST EDGE OF SIDEWALK ALONG THE PARKING AREA, AND 6.5 M
 LM0705'(21.3 FT) SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF THE SIDEWALK
 LM0705'END.
 LM0705'DESCRIBED BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4838 ***********************************************************************
 AB4838  DESIGNATION -  ANNIE
 AB4838  PID         -  AB4838
 AB4838  STATE/COUNTY-  CO/LOGAN
 AB4838  USGS QUAD   -  CHIMNEY CANYONS (1978)
 AB4838
 AB4838                         *CURRENT SURVEY CONTROL
 AB4838  ___________________________________________________________________
 AB4838* NAD 83(1992)-  40 56 07.67492(N)    103 26 15.24629(W)     ADJUSTED  
 AB4838* NAVD 88     -      1315.1    (meters)    4315.     (feet)  GPS OBS   
 AB4838  ___________________________________________________________________
 AB4838  X           -  -1,121,555.852 (meters)                     COMP
 AB4838  Y           -  -4,694,143.567 (meters)                     COMP
 AB4838  Z           -   4,157,860.868 (meters)                     COMP
 AB4838  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 AB4838  ELLIP HEIGHT-        1296.02  (meters)          (12/03/02) GPS OBS
 AB4838  GEOID HEIGHT-         -19.13  (meters)                     GEOID03
 AB4838
 AB4838  HORZ ORDER  -  FIRST
 AB4838  ELLP ORDER  -  FOURTH    CLASS II
 AB4838
 AB4838.The horizontal coordinates were established by GPS observations
 AB4838.and adjusted by the National Geodetic Survey in July 1996..
 AB4838
 AB4838.The orthometric height was determined by GPS observations and a
 AB4838.high-resolution geoid model.
 AB4838
 AB4838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4838
 AB4838.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4838
 AB4838.The ellipsoidal height was determined by GPS observations
 AB4838.and is referenced to NAD 83.
 AB4838
 AB4838.The geoid height was determined by GEOID03.
 AB4838
 AB4838;                    North         East     Units Scale Factor Converg.
 AB4838;SPC CO N     -   484,715.214 1,088,083.274   MT  1.00002823   +1 19 57.4
 AB4838;SPC CO N     - 1,590,269.83  3,569,819.87   sFT  1.00002823   +1 19 57.4
 AB4838;UTM  13      - 4,532,768.360   631,533.311   MT  0.99981294   +1 01 25.9
 AB4838
 AB4838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4838!SPC CO N     -   0.99979675  x   1.00002823  =   0.99982497
 AB4838!UTM  13      -   0.99979675  x   0.99981294  =   0.99960972
 AB4838
 AB4838                          SUPERSEDED SURVEY CONTROL
 AB4838
 AB4838  ELLIP H (10/08/96) 1296.06   (m)                       GP(       ) 1 1
 AB4838  ELLIP H (07/08/96) 1296.31   (m)                       GP(       ) 1 1
 AB4838
 AB4838.Superseded values are not recommended for survey control.
 AB4838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4838.See file dsdata.txt to determine how the superseded data were derived.
 AB4838
 AB4838_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF3153332768(NAD 83)
 AB4838_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4838_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AB4838_STAMPING: ANNIE 1995
 AB4838_MARK LOGO: NGS   
 AB4838_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AB4838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB4838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4838+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4838
 AB4838  HISTORY     - Date     Condition        Report By
 AB4838  HISTORY     - 1995     MONUMENTED       MSAM
 AB4838
 AB4838                          STATION DESCRIPTION
 AB4838
 AB4838'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 AB4838'STATION IS LOCATED ABOUT 18 MILES (29.0 KM) EAST OF PEETZ, IN THE SE
 AB4838'1/4 OF SEC.  7, T.  11N., R.  54 W.  TO REACH FROM THE POST OFFICE IN
 AB4838'PEETZ, GO NORTH ON DUNKIN AVENUE FOR 0.15 MILES (0.24 KM) TO NORTH
 AB4838'STREET ( COUNTY ROAD 74) , GO WEST ON COUNTY ROAD 74 FOR 9.15 MILES
 AB4838'(14.73 KM) TO COUNTY ROAD 31, GO SOUTH ON COUNTY ROAD 31 FOR 2.0 MILES
 AB4838'(3.2 KM) TO COUNTY ROAD 70, GO WEST ON COUNTY ROAD 70 FOR 9.1 MILES
 AB4838'(14.6 KM) TO THE STATION ON THE RIGHT (NORTH) .  THE STATION IS A
 AB4838'STANDARD DISK SET IN A MASS OF CONCRETE, IT IS 162 FT (49.4 M)
 AB4838'NORTHWEST OF A FIBERGLASS WITNESS POST FOR FIBER OPTIC CABLE ON THE
 AB4838'SOUTH SIDE OF COUNTY ROAD 70, 40 FT (12.2 M) NORTH OF THE CENTER OF
 AB4838'COUNTY ROAD 70, 7 FT (2.1 M) SOUTH OF THE FENCE LINE, 3.2 FT (1.0 M)
 AB4838'SOUTH OF A FIBERGLASS WITNESS POST (NOAA) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1266 ***********************************************************************
 LL1266  DESIGNATION -  ANT ET
 LL1266  PID         -  LL1266
 LL1266  STATE/COUNTY-  CO/WELD
 LL1266  USGS QUAD   -  NUNN (1975)
 LL1266
 LL1266                         *CURRENT SURVEY CONTROL
 LL1266  ___________________________________________________________________
 LL1266* NAD 83(1992)-  40 41 12.81701(N)    104 45 19.18832(W)     ADJUSTED  
 LL1266* NAVD 88     -      1578.2    (meters)    5178.     (feet)  VERTCON   
 LL1266  ___________________________________________________________________
 LL1266  LAPLACE CORR-          -7.76  (seconds)                    DEFLEC99
 LL1266  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 LL1266
 LL1266  HORZ ORDER  -  THIRD
 LL1266
 LL1266.The horizontal coordinates were established by classical geodetic methods
 LL1266.and adjusted by the National Geodetic Survey in January 1993..
 LL1266
 LL1266.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1266
 LL1266.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1266
 LL1266.The geoid height was determined by GEOID03.
 LL1266
 LL1266;                    North         East     Units Scale Factor Converg.
 LL1266;SPC CO N     -   455,355.563   977,348.683   MT  0.99998577   +0 28 52.2
 LL1266;SPC CO N     - 1,493,945.71  3,206,518.14   sFT  0.99998577   +0 28 52.2
 LL1266;UTM  13      - 4,504,029.007   520,674.191   MT  0.99960526   +0 09 34.2
 LL1266
 LL1266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1266!SPC CO N     -   0.99975520  x   0.99998577  =   0.99974097
 LL1266!UTM  13      -   0.99975520  x   0.99960526  =   0.99936055
 LL1266
 LL1266:                Primary Azimuth Mark                     Grid Az
 LL1266:SPC CO N     -  PIERCE WATER TANK SEC                    175 44 51.0
 LL1266:UTM  13      -  PIERCE WATER TANK SEC                    176 04 09.0
 LL1266
 LL1266|---------------------------------------------------------------------|
 LL1266| PID    Reference Object                     Distance      Geod. Az  |
 LL1266|                                                           dddmmss.s |
 LL1266| LL1265 PIERCE WATER TANK SEC               APPROX. 5.8 KM 1761343.2 |
 LL1266|---------------------------------------------------------------------|
 LL1266
 LL1266                          SUPERSEDED SURVEY CONTROL
 LL1266
 LL1266  NAD 83(1986)-  40 41 12.80552(N)    104 45 19.18636(W) AD(       ) 3
 LL1266  NAD 27      -  40 41 12.87967(N)    104 45 17.31398(W) AD(       ) 3
 LL1266  NGVD 29 (07/19/86) 1577.3    (m)         5175.     (f) VERT ANG       
 LL1266
 LL1266.Superseded values are not recommended for survey control.
 LL1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1266.See file dsdata.txt to determine how the superseded data were derived.
 LL1266
 LL1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF2067404029(NAD 83)
 LL1266_MARKER: DD = SURVEY DISK
 LL1266_SETTING: 0 = UNSPECIFIED SETTING
 LL1266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1266
 LL1266  HISTORY     - Date     Condition        Report By
 LL1266  HISTORY     - 1959     MONUMENTED       USGS
 LL1266
 LL1266                          STATION DESCRIPTION
 LL1266
 LL1266'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LL1266'STATION IS LOCATED ABOUT 1.0 MI. S. AND 1.5 MI. E. OF NUNN, COLORADO,
 LL1266'ON TOP OF A FLAT TOP HILL, SEC. 3, T 8 N, R 66 W.
 LL1266'
 LL1266'TO REACH STATION FROM NUNN WATER TOWER, PROCEED S. ALONG U.S. HIGHWAY
 LL1266'87 FOR 0.6 MI. TO A CROSSROAD, THENCE E. 1.2 MI. TO T-RD. S., THENCE
 LL1266'S. 0.5 MI. TO FENCE W. AND WIRE GATE, THENCE SW. THRU GATE TO TOP OF
 LL1266'HILL AND TO STATION.  STATION LIES ABOUT 435 FT. W. OF N-S. RD. AND
 LL1266'ABOUT 920 FT. SW. OF A FENCE CORNER.
 LL1266'
 LL1266'STATION MARK--A STANDARD TABLET SET IN A CONCRETE POST PROJECTING 6
 LL1266'IN. ABOVE GROUND AND STAMPED ---ANT-ET 1959---.
 LL1266'
 LL1266'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0686 ***********************************************************************
 JL0686  DESIGNATION -  ANTELOPE
 JL0686  PID         -  JL0686
 JL0686  STATE/COUNTY-  CO/SAGUACHE
 JL0686  USGS QUAD   -  HOUSTON GULCH (1962)
 JL0686
 JL0686                         *CURRENT SURVEY CONTROL
 JL0686  ___________________________________________________________________
 JL0686* NAD 83(1992)-  38 22 43.76502(N)    106 38 00.70195(W)     ADJUSTED  
 JL0686* NAVD 88     -      3121.9    (meters)   10242.     (feet)  VERTCON   
 JL0686  ___________________________________________________________________
 JL0686  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 JL0686  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 JL0686
 JL0686  HORZ ORDER  -  THIRD
 JL0686
 JL0686.The horizontal coordinates were established by classical geodetic methods
 JL0686.and adjusted by the National Geodetic Survey in January 1993..
 JL0686
 JL0686.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0686
 JL0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0686
 JL0686.The geoid height was determined by GEOID03.
 JL0686
 JL0686;                    North         East     Units Scale Factor Converg.
 JL0686;SPC CO S     -   495,428.981   815,358.949   MT  0.99999051   -0 41 43.0
 JL0686;SPC CO S     - 1,625,419.92  2,675,056.82   sFT  0.99999051   -0 41 43.0
 JL0686;UTM  13      - 4,249,110.650   357,317.009   MT  0.99985072   -1 00 51.7
 JL0686
 JL0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0686!SPC CO S     -   0.99951267  x   0.99999051  =   0.99950319
 JL0686!UTM  13      -   0.99951267  x   0.99985072  =   0.99936347
 JL0686
 JL0686:                Primary Azimuth Mark                     Grid Az
 JL0686:SPC CO S     -  RAZOR DOME                               226 58 30.7
 JL0686:UTM  13      -  RAZOR DOME                               227 17 39.4
 JL0686
 JL0686|---------------------------------------------------------------------|
 JL0686| PID    Reference Object                     Distance      Geod. Az  |
 JL0686|                                                           dddmmss.s |
 JL0686| JL0685 RAZOR DOME                          APPROX.10.1 KM 2261647.7 |
 JL0686|---------------------------------------------------------------------|
 JL0686
 JL0686                          SUPERSEDED SURVEY CONTROL
 JL0686
 JL0686  NAD 83(1986)-  38 22 43.76481(N)    106 38 00.71052(W) AD(       ) 3
 JL0686  NAD 27      -  38 22 43.79666(N)    106 37 58.58546(W) AD(       ) 3
 JL0686  NGVD 29 (07/19/86) 3120.2    (m)        10237.     (f) VERT ANG       
 JL0686
 JL0686.Superseded values are not recommended for survey control.
 JL0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0686.See file dsdata.txt to determine how the superseded data were derived.
 JL0686
 JL0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC5731749111(NAD 83)
 JL0686_MARKER: DD = SURVEY DISK
 JL0686_SETTING: 80 = SET IN A BOULDER
 JL0686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0686+STABILITY: SURFACE MOTION
 JL0686
 JL0686  HISTORY     - Date     Condition        Report By
 JL0686  HISTORY     - 1959     MONUMENTED       USGS
 JL0686
 JL0686                          STATION DESCRIPTION
 JL0686
 JL0686'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 JL0686'STATION LOCATED ABOUT 20 MI. - AIRLINE - SE. OF GUNNISON ON THE S.
 JL0686'END OF A PROMINIENT ROCKY TOP, AT THE NW. EDGE OF THE HIGH TIMBERED
 JL0686'AREA KNOWN AS THE COCHETOPA HILLS.
 JL0686'
 JL0686'TO REACH FROM DOYLEVILLE, GO SE. ALONG THE DOYLEVILLE TO COEHETOPA
 JL0686'CUTOFF ROAD 7.5 MI. TO TRACK RD. AT A CATTLEGUARD, CONTINUE SE. ALONG
 JL0686'THE TRACK RD. 1.2 MI. TO THE GUNNISON NATL. FOREST BOUNDARY.  CONTINUE
 JL0686'SE. UP A SMALL DRAIN ABOUT 1.5 MI. TO A POINT BELOW A SADDLE ON THE
 JL0686'MAIN RIDGE AND END OF TRUCK TRAVEL.  PACK E. INTO THE SADDLE AND THEN
 JL0686'N. ALONG THE E. SIDE OF THE STEEP AND ROCKY RIDGE FOR ABOUT 40
 JL0686'MINUTES TO THE CLEAR S. POINT OF THE RIDGE AND THE STATION SITE.
 JL0686'SIGHT LINES WERE CLEARED FOR STATION N. AND NW.
 JL0686'
 JL0686'STATION MARK- STANDARD ALUMINUM TABLET CEMENTED INTO A ROCK BOULDER
 JL0686'FLUSH WITH THE GROUND, STAMPED - ANTELOPE 1959 -.
 JL0686'
 JL0686'REFERENCE MARKS-- NONE.
 JL0686'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0726 ***********************************************************************
 JL0726  DESIGNATION -  ANTELOPE
 JL0726  PID         -  JL0726
 JL0726  STATE/COUNTY-  CO/GUNNISON
 JL0726  USGS QUAD   -  FLAT TOP (1964)
 JL0726
 JL0726                         *CURRENT SURVEY CONTROL
 JL0726  ___________________________________________________________________
 JL0726* NAD 83(1992)-  38 39 01.85672(N)    106 59 25.08385(W)     ADJUSTED  
 JL0726* NAVD 88     -      2814.0    (meters)    9232.     (feet)  VERTCON   
 JL0726  ___________________________________________________________________
 JL0726  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 JL0726  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 JL0726
 JL0726  HORZ ORDER  -  FIRST
 JL0726
 JL0726.The horizontal coordinates were established by classical geodetic methods
 JL0726.and adjusted by the National Geodetic Survey in January 1993..
 JL0726
 JL0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0726
 JL0726.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0726
 JL0726.The geoid height was determined by GEOID03.
 JL0726
 JL0726;                    North         East     Units Scale Factor Converg.
 JL0726;SPC CO C     -   396,577.831   784,679.881   MT  0.99996663   -0 56 23.7
 JL0726;SPC CO C     - 1,301,105.77  2,574,403.91   sFT  0.99996663   -0 56 23.7
 JL0726;UTM  13      - 4,279,874.342   326,804.002   MT  0.99996941   -1 14 36.2
 JL0726
 JL0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0726!SPC CO C     -   0.99956090  x   0.99996663  =   0.99952754
 JL0726!UTM  13      -   0.99956090  x   0.99996941  =   0.99953032
 JL0726
 JL0726|---------------------------------------------------------------------|
 JL0726| PID    Reference Object                     Distance      Geod. Az  |
 JL0726|                                                           dddmmss.s |
 JL0726| CM6854 ANTELOPE RM 1                         7.907 METERS 01634     |
 JL0726| CM6853 ANTELOPE AZ MK                                     0254705.9 |
 JL0726| CM6855 ANTELOPE RM 2                         8.077 METERS 12203     |
 JL0726|---------------------------------------------------------------------|
 JL0726
 JL0726                          SUPERSEDED SURVEY CONTROL
 JL0726
 JL0726  NAD 83(1986)-  38 39 01.85520(N)    106 59 25.09391(W) AD(       ) 1
 JL0726  NAD 27      -  38 39 01.88470(N)    106 59 22.92920(W) AD(       ) 1
 JL0726  NGVD 29 (07/19/86) 2812.3    (m)         9227.     (f) VERT ANG       
 JL0726
 JL0726.Superseded values are not recommended for survey control.
 JL0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0726.See file dsdata.txt to determine how the superseded data were derived.
 JL0726
 JL0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC2680479874(NAD 83)
 JL0726_MARKER: DS = TRIANGULATION STATION DISK
 JL0726_SETTING: 0 = UNSPECIFIED SETTING
 JL0726
 JL0726  HISTORY     - Date     Condition        Report By
 JL0726  HISTORY     - 1958     MONUMENTED       CGS
 JL0726
 JL0726                          STATION DESCRIPTION
 JL0726
 JL0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 JL0726'STATION IS ON THE HIGHEST POINT OF A HIGH GRASSY MESA.  IT HAS
 JL0726'ASPEN AND SMALL PINE TIMBER ON THE NORTH AND EAST SLOPES.  IT
 JL0726'IS ABOUT 7 MILES NORTH AND 2-1/2 MILES WEST OF GUNNISON AND
 JL0726'BETWEEN ANTELOPE AND OHIO CREEKS.
 JL0726'
 JL0726'TO REACH FROM THE TRAFFIC LIGHT IN GUNNISON, GO NORTH ON
 JL0726'STATE HIGHWAY 135 FOR 3.5 MILES TO THE JUNCTION OF STATE
 JL0726'HIGHWAYS 135 AND 341.  TURN LEFT, NORTH-NORTHWEST, ON STATE
 JL0726'HIGHWAY 341 FOR 6.6 MILES TO A SIDE ROAD ON THE LEFT AND AZIMUTH
 JL0726'MARK ON THE RIGHT.  TURN LEFT, WEST, ON GRADED ROAD FOR 0.7
 JL0726'MILE TO A FORK.  TAKE LEFT FORK, ON TRACK ROAD FOR 0.2 MILE TO
 JL0726'A WIRE GATE.  PASS THROUGH GATE AND CONTINUE WESTERLY ON TRACK
 JL0726'ROAD FOR 1.0 MILE TO A WIRE GATE.  PASS THROUGH GATE AND
 JL0726'CONTINUE WESTERLY ON TRACK ROAD FOR 0.4 MILE TO A WIRE GATE AND
 JL0726'T-ROAD.  PASS THROUGH GATE AND TURN LEFT, SOUTHERLY ON GRADED
 JL0726'ROAD FOR 0.6 MILE TO A CABIN ON THE LEFT AND A LARGE LAKE ON
 JL0726'THE RIGHT.  TURN LEFT, PASS THROUGH GATE ON DIM TRACK ROAD,
 JL0726'EASTERLY FOR 0.6 MILE TO A LARGE CLUMP OF ASPEN TREES.  TURN
 JL0726'RIGHT, AND PICK WAY AROUND HILL FOR 0.45 MILE TO A WIRE
 JL0726'GATE.  PASS THROUGH GATE, TURN TO THE RIGHT FOR 0.1 MILE TO A
 JL0726'GATE.  PASS THROUGH GATE AND CONTINUE SOUTHERLY ON DIM
 JL0726'TRACK ROAD FOR 0.85 MILE TO THE TOP OF HILL AT CAIRN AND
 JL0726'STATION.
 JL0726'
 JL0726'STATION MARK IS A STANDARD DISK, STAMPED ANTELOPE 1958,
 JL0726'BRAZED TO THE TOP OF A 2 INCH IRON PIPE PROJECTING 8 INCHES.
 JL0726'IT IS 67 FEET NORTH OF A 3 FOOT HIGH CAIRN AND 32 FEET WEST OF
 JL0726'THE EAST EDGE OF THE HILL.  NO WITNESS POST WAS SET.
 JL0726'
 JL0726'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ANTELOPE NO 1 1958,
 JL0726'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE
 JL0726'GROUND SURFACE.  IT IS 92 FEET NORTH OF THE CAIRN AND 29 FEET
 JL0726'WEST OF THE EAST EDGE OF THE HILL.
 JL0726'
 JL0726'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ANTELOPE NO 2 1958,
 JL0726'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND
 JL0726'SURFACE.  IT IS 60 FEET NORTH OF THE CAIRN AND 11 FEET WEST OF
 JL0726'THE EAST EDGE OF THE HILL.
 JL0726'
 JL0726'AZIMUTH MARK IS A STANDARD DISK, STAMPED ANTELOPE 1958, SET
 JL0726'IN A DRILL HOLE IN A BOULDER MEASURING 3 X 2 FEET AND PROJECTING
 JL0726'16 INCHES.  IT IS 279 FEET SOUTHEAST OF THE CENTER OF A
 JL0726'T-INTERSECTION, 38 FEET NORTHEAST OF THE CENTER OF STATE
 JL0726'HIGHWAY 341 AND 5 FEET SOUTHWEST OF A RIGHT-OF-WAY FENCE.
 JL0726'A 4 IN X 4 IN WHITE WITNESS POST WAS SET 3 FEET EAST OF THE
 JL0726'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0674 ***********************************************************************
 KL0674  DESIGNATION -  ANTELOPE
 KL0674  PID         -  KL0674
 KL0674  STATE/COUNTY-  CO/ROUTT
 KL0674  USGS QUAD   -  BURNS NORTH (1972)
 KL0674
 KL0674                         *CURRENT SURVEY CONTROL
 KL0674  ___________________________________________________________________
 KL0674* NAD 83(1992)-  39 58 14.97852(N)    106 53 00.36276(W)     ADJUSTED  
 KL0674* NAVD 88     -      2989.1    (meters)    9807.     (feet)  VERTCON   
 KL0674  ___________________________________________________________________
 KL0674  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 KL0674  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 KL0674
 KL0674  HORZ ORDER  -  FIRST
 KL0674
 KL0674.The horizontal coordinates were established by classical geodetic methods
 KL0674.and adjusted by the National Geodetic Survey in January 1993..
 KL0674
 KL0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0674
 KL0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0674
 KL0674.The geoid height was determined by GEOID03.
 KL0674
 KL0674;                    North         East     Units Scale Factor Converg.
 KL0674;SPC CO N     -   376,503.294   796,223.289   MT  0.99996871   -0 53 38.0
 KL0674;SPC CO N     - 1,235,244.56  2,612,275.91   sFT  0.99996871   -0 53 38.0
 KL0674;SPC CO C     -   542,991.410   796,213.318   MT  1.00005116   -0 52 21.1
 KL0674;SPC CO C     - 1,781,464.32  2,612,243.19   sFT  1.00005116   -0 52 21.1
 KL0674;UTM  13      - 4,426,217.942   339,157.114   MT  0.99991849   -1 12 36.6
 KL0674
 KL0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0674!SPC CO N     -   0.99953331  x   0.99996871  =   0.99950203
 KL0674!SPC CO C     -   0.99953331  x   1.00005116  =   0.99958444
 KL0674!UTM  13      -   0.99953331  x   0.99991849  =   0.99945183
 KL0674
 KL0674:                Primary Azimuth Mark                     Grid Az
 KL0674:SPC CO N     -  KING                                     032 48 42.3
 KL0674:SPC CO C     -  KING                                     032 47 25.4
 KL0674:UTM  13      -  KING                                     033 07 40.9
 KL0674
 KL0674|---------------------------------------------------------------------|
 KL0674| PID    Reference Object                     Distance      Geod. Az  |
 KL0674|                                                           dddmmss.s |
 KL0674| LM0604 KING                                APPROX. 4.1 KM 0315504.3 |
 KL0674| CM6851 ANTELOPE RM 1                        33.343 METERS 13132     |
 KL0674| CM6852 ANTELOPE RM 2                         6.447 METERS 22259     |
 KL0674|---------------------------------------------------------------------|
 KL0674
 KL0674                          SUPERSEDED SURVEY CONTROL
 KL0674
 KL0674  NAD 83(1986)-  39 58 14.97769(N)    106 53 00.35915(W) AD(       ) 1
 KL0674  NAD 27      -  39 58 15.02200(N)    106 52 58.20100(W) AD(       ) 1
 KL0674  NGVD 29 (07/19/86) 2987.6    (m)         9802.     (f) VERT ANG       
 KL0674
 KL0674.Superseded values are not recommended for survey control.
 KL0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0674.See file dsdata.txt to determine how the superseded data were derived.
 KL0674
 KL0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCE3915726218(NAD 83)
 KL0674_MARKER: DS = TRIANGULATION STATION DISK
 KL0674_SETTING: 80 = SET IN A BOULDER
 KL0674_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KL0674
 KL0674  HISTORY     - Date     Condition        Report By
 KL0674  HISTORY     - 1953     MONUMENTED       CGS
 KL0674
 KL0674                          STATION DESCRIPTION
 KL0674
 KL0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KL0674'THE STATION IS LOCATED ABOUT 9-1/2 MILES NORTHWEST OF MC COY AND
 KL0674'ABOUT 6 MILES SOUTHWEST OF TOPONAS AT THE SOUTHERN EDGE OF A HIGH
 KL0674'MEADOW THAT IS SPARSELY COVERED WITH ASPEN TREES.  IT IS ABOUT
 KL0674'0.1 MILE SOUTH OF A TRACK ROAD AND 23 FEET EAST OF AN ASPEN
 KL0674'TREE WITH A TRIANGLE BLAZE.  THE DISK IS SET FLUSH IN A BOULDER
 KL0674'AND IS STAMPED ANTELOPE 1953.
 KL0674'
 KL0674'R.M. NO. 1 IS 27 FEET NORTHEAST OF AN ASPEN TREE WITH A TRIANGLE
 KL0674'BLAZE, SET FLUSH AND IS STAMPED ANTELOPE NO 1 1953.
 KL0674'
 KL0674'R.M. NO. 2 IS 23 FEET SOUTHEAST OF AN ASPEN TREE WITH A TRIANGLE
 KL0674'BLAZE, SET FLUSH AND IS STAMPED ANTELOPE NO 2 1953.
 KL0674'
 KL0674'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 111.94 FEET.
 KL0674'
 KL0674'TRIANGULATION STATION KING WILL SERVE AS AN AZIMUTH MARK.
 KL0674'
 KL0674'TO REACH THE STATION FROM THE POST OFFICE IN TOPONAS GO EAST
 KL0674'ON STATE HIGHWAYS 84 AND 131 FOR 0.45 MILE TO THE JUNCTION OF
 KL0674'THE TWO HIGHWAYS, CONTINUE EAST ON STATE HIGHWAY 131 FOR 0.2
 KL0674'MILE TO A CROSSROAD AND SIGN ROUTT COUNTY 5 ON THE RIGHT, TURN
 KL0674'RIGHT AND FOLLOW ROUTT COUNTY 5 FOR 1.3 MILES TO A FORK, TAKE
 KL0674'THE RIGHT FORK AND CONTINUE ON ROUTT COUNTY 5 FOR 1.1 MILES TO
 KL0674'A FORK, TAKE THE LEFT FORK, LEAVING ROUTT COUNTY 5, PASS
 KL0674'THROUGH A GATE AND FOLLOW A TRACK ROAD WESTERLY FOR 0.3 MILE
 KL0674'TO A GATE, PASS THROUGH THE GATE AND CONTINUE FOR 0.3 MILE TO
 KL0674'ANOTHER GATE, PASS THROUGH THE GATE AND CONTINUE FOR 0.45
 KL0674'MILE TO A BRIDGE AND CATTLE GUARD, CONTINUE FOR 1.5 MILES TO
 KL0674'A CATTLE GUARD, CONTINUE FOR 0.8 MILE TO A FORK, TAKE THE RIGHT
 KL0674'FORK AND GO 3.0 MILES TO A FORK, TAKE THE LEFT FORK AND
 KL0674'FOR 0.2 MILE TO A FORK, TAKE THE LEFT FORK FOR 1.25 MILES TO A
 KL0674'FORK, TAKE THE LEFT FORK AND GO 0.15 MILE.  AT THIS POINT LEAVE
 KL0674'THE TRACK ROAD, BEAR RIGHT, SOUTH, AND GO ABOUT 0.1 MILE
 KL0674'TO AN OPEN AREA IN THE ASPEN TREES AND THE STATION AS
 KL0674'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1090 ***********************************************************************
 JK1090  DESIGNATION -  ANTELOPE
 JK1090  PID         -  JK1090
 JK1090  STATE/COUNTY-  CO/PUEBLO
 JK1090  USGS QUAD   -  NORTH AVONDALE (1982)
 JK1090
 JK1090                         *CURRENT SURVEY CONTROL
 JK1090  ___________________________________________________________________
 JK1090* NAD 83(1992)-  38 17 48.13524(N)    104 20 46.87182(W)     ADJUSTED  
 JK1090* NAVD 88     -      1438.1    (meters)    4718.     (feet)  GPS OBS   
 JK1090  ___________________________________________________________________
 JK1090  X           -  -1,242,184.891 (meters)                     COMP
 JK1090  Y           -  -4,856,865.309 (meters)                     COMP
 JK1090  Z           -   3,932,222.498 (meters)                     COMP
 JK1090  LAPLACE CORR-          -4.77  (seconds)                    DEFLEC99
 JK1090  ELLIP HEIGHT-        1418.08  (meters)          (12/03/02) GPS OBS
 JK1090  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 JK1090
 JK1090  HORZ ORDER  -  FIRST
 JK1090  ELLP ORDER  -  FOURTH    CLASS II
 JK1090
 JK1090.The horizontal coordinates were established by GPS observations
 JK1090.and adjusted by the National Geodetic Survey in January 1997..
 JK1090
 JK1090.The orthometric height was determined by GPS observations and a
 JK1090.high-resolution geoid model.
 JK1090
 JK1090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1090
 JK1090.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1090
 JK1090.The ellipsoidal height was determined by GPS observations
 JK1090.and is referenced to NAD 83.
 JK1090
 JK1090.The geoid height was determined by GEOID03.
 JK1090
 JK1090;                    North         East     Units Scale Factor Converg.
 JK1090;SPC CO S     -   486,335.854 1,015,315.055   MT  0.99997792   +0 42 27.4
 JK1090;SPC CO S     - 1,595,586.88  3,331,079.48   sFT  0.99997792   +0 42 27.4
 JK1090;UTM  13      - 4,238,937.861   557,156.737   MT  0.99964023   +0 24 18.4
 JK1090
 JK1090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1090!SPC CO S     -   0.99977754  x   0.99997792  =   0.99975547
 JK1090!UTM  13      -   0.99977754  x   0.99964023  =   0.99941785
 JK1090
 JK1090:                Primary Azimuth Mark                     Grid Az
 JK1090:SPC CO S     -  DEVINE                                   273 36 48.9
 JK1090:UTM  13      -  DEVINE                                   273 54 57.9
 JK1090
 JK1090|---------------------------------------------------------------------|
 JK1090| PID    Reference Object                     Distance      Geod. Az  |
 JK1090|                                                           dddmmss.s |
 JK1090| JK1091 DEVINE                              APPROX. 9.7 KM 2741916.3 |
 JK1090|---------------------------------------------------------------------|
 JK1090
 JK1090                          SUPERSEDED SURVEY CONTROL
 JK1090
 JK1090  ELLIP H (01/17/97) 1418.08   (m)                       GP(       ) 1 1
 JK1090  NAD 83(1992)-  38 17 48.13895(N)    104 20 46.86493(W) AD(       ) 3
 JK1090  NAD 83(1986)-  38 17 48.12572(N)    104 20 46.85900(W) AD(       ) 3
 JK1090  NAD 27      -  38 17 48.12519(N)    104 20 44.97003(W) AD(       ) 3
 JK1090  NGVD 29 (07/19/86) 1437.24   (m)         4715.3    (f) LEVELING    3  
 JK1090
 JK1090.Superseded values are not recommended for survey control.
 JK1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1090.See file dsdata.txt to determine how the superseded data were derived.
 JK1090
 JK1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5715738938(NAD 83)
 JK1090_MARKER: DB = BENCH MARK DISK
 JK1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1090_STAMPING: ANTELOPE 1954 4715.4
 JK1090_MARK LOGO: USGS  
 JK1090_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK1090+STABILITY: SURFACE MOTION
 JK1090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1090+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2000
 JK1090
 JK1090  HISTORY     - Date     Condition        Report By
 JK1090  HISTORY     - 1954     MONUMENTED       USGS
 JK1090  HISTORY     - 1960     GOOD             USGS
 JK1090  HISTORY     - 19950302 GOOD             NGS
 JK1090  HISTORY     - 20000405 GOOD             NGS
 JK1090
 JK1090                          STATION DESCRIPTION
 JK1090
 JK1090'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 JK1090'STATION IS LOCATED ABOUT 1.3 MI. N. OF THE MAIN ENTRANCE TO THE PUEBLO
 JK1090'ORDNANCE DEPOT, IN PUEBLO COUNTY, COLORADO, PROBABLY IN SEC. 21,
 JK1090'T 20 S, R 62 W.
 JK1090'
 JK1090'TO REACH FROM THE MAIN GATE OF THE PUEBLO ORDNANCE DEPOT, SECURE A
 JK1090'TEMPORARY BASE PASS AND GO W. ALONG 1ST ARTERIAL ROAD 1.2 MI. TO A
 JK1090'RAILROAD CROSSING, CONTINUE ON SAME RD. 0.1 MI. N. TO A DIM TRACK RD.
 JK1090'ON LEFT, THENCE LEFT (NW.) ON TRACK RD. ABOUT 0.1 MI. TO AN
 JK1090'INTERSECTION WITH ABANDONED TRACK RD. AND STATION.  STATION IS AT
 JK1090'THE INTERSECTION OF THE CENTERLINES OF THE TWO ABANDONED TRACK RDS.
 JK1090'
 JK1090'STATION MARK--A USGS STANDARD TABLET, STAMPED ---ANTELOPE 1954 EL.
 JK1090'4715.4---, AND SET IN THE TOP OF A CONCRETE POST, PROJECTING 0.2
 JK1090'FT. ABOVE GROUND.
 JK1090'
 JK1090'REFERENCE MARKS--NONE.
 JK1090
 JK1090                          STATION RECOVERY (1995)
 JK1090
 JK1090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 JK1090'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) NORTHWEST OF BOONE, 2.5
 JK1090'MI (4.0 KM) NORTH OF NORTH AVONDALE AND AT THE PUEBLO ORDNANCE DEPOT,
 JK1090'IN THE NOWTHWEST 1/4 OF SECTION 21, T 20 S, R 62 W. OWNERSHIP-- THE
 JK1090'STATION IS SITUATED ON THE PREMISES OF THE PUEBLO ORDNANCE DEPOT,
 JK1090'OWNED BY THE US GOVERNMENT.  ACCESS MAY BE ARRANGED BY CONTACTING THE
 JK1090'PUBLIC AFFAIRS OFFICER AT (719) 549-4135. TO REACH THE STATION FROM
 JK1090'THE MAIN GUARD GATE AT THE PUEBLO ORDNANCE DEPOT, GO EASTERLY FOR 0.05
 JK1090'MI (0.08 KM) TO A SIDE ROAD LEFT. TURN LEFT, NORTHERLY, FOR 1.05 MI
 JK1090'(1.69 KM) TO A SIDE ROAD RIGHT. TURN RIGHT,EASTERLY FOR 1.15 MI (1.85
 JK1090'KM) TO A GUARD SHACK.  CONTINUE AHEAD FOR ABOUT 100 M (328.1 FT) TO A
 JK1090'SIDE ROAD LEFT. TURN LEFT, NORTHWESTERLY, ACROSS THREE RAILROAD TRACKS
 JK1090'FOR 0.15 MI (0.24 KM) TO A SIDE ROAD LEFT. TURN LEFT, WEST, FOR 0.95
 JK1090'MI (1.53 KM) TO A T-INTERSECTION. TURN RIGHT, NORTH, FOR 0.05 MI (0.08
 JK1090'KM) TO THE STATION ON THE LEFT. ALTERNATE ROUTE TO POINT.  TO REACH
 JK1090'THE STATION FROM THE MAIN GUARD GATE, GO EASTERLY FOR 0.05 MI (0.08
 JK1090'KM) TO A SIDE ROAD LEFT, CALLED FIRST ARTERIAL ROAD. TURN LEFT,
 JK1090'NORTHERLY, FOR 1.05 MI (1.69 KM) TO A SIDE ROAD RIGHT. CONTINUE AHEAD
 JK1090'0.25 MI (0.40 KM) TO AN UN-MANNED GUARDHOUSE AND AN UP-RAISED BARRIER.
 JK1090'CONTINUE AHEAD 0.06 MI (0.10 KM) TO A CROSSING RAILROAD. CONTINUE
 JK1090'AHEAD, NORTH, 0.1 MI (0.2 KM) TO A SIDE ROAD RIGHT AND A BEND IN THE
 JK1090'ROAD TO THE NORTHWEST.  CONTINUE AHEAD, NORTHWEST, 0.075 MI (0.121 KM)
 JK1090'TO THE STATION ON THE LEFT. THE MARK IS A STANDARD USGS BRASS DISK SET
 JK1090'IN A 20 CM SQUARE CONCRETE POST PROJECTING ABOUT 8 CM ABOVE THE
 JK1090'GROUND.  IT IS 60.1 M (197.2 FT) WEST OF THE CENTER OF A PAVED ROAD,
 JK1090'44.2 M (145.0 FT) EAST OF THE CENTER OF THE RAILROAD TRACKS, 0.9 M
 JK1090'(3.0 FT) WEST OF A CARSONITE WITNESS POST AND ABOUT 1.7 M (5.6 FT)
 JK1090'ABOVE THE TRACKS.
 JK1090
 JK1090                          STATION RECOVERY (2000)
 JK1090
 JK1090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JMW)
 JK1090'RECOVERED AS DESCRIBED.
 JK1090' 
 JK1090' 
 JK1090' 
 JK1090' 
 JK1090' 
 JK1090' 
 JK1090'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1999 ***********************************************************************
 KK1999  DESIGNATION -  ANTELOPE
 KK1999  PID         -  KK1999
 KK1999  STATE/COUNTY-  CO/PARK
 KK1999  USGS QUAD   -  HARTSEL (1956)
 KK1999
 KK1999                         *CURRENT SURVEY CONTROL
 KK1999  ___________________________________________________________________
 KK1999* NAD 83(1992)-  39 00 08.53144(N)    105 50 33.25568(W)     ADJUSTED  
 KK1999* NAVD 88     -      2863.9    (meters)    9396.     (feet)  VERTCON   
 KK1999  ___________________________________________________________________
 KK1999  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 KK1999  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 KK1999
 KK1999  HORZ ORDER  -  THIRD
 KK1999
 KK1999.The horizontal coordinates were established by classical geodetic methods
 KK1999.and adjusted by the National Geodetic Survey in January 1993..
 KK1999
 KK1999.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1999
 KK1999.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1999
 KK1999.The geoid height was determined by GEOID03.
 KK1999
 KK1999;                    North         East     Units Scale Factor Converg.
 KK1999;SPC CO C     -   434,627.822   884,729.052   MT  0.99993739   -0 12 57.8
 KK1999;SPC CO C     - 1,425,941.45  2,902,648.56   sFT  0.99993739   -0 12 57.8
 KK1999;UTM  13      - 4,317,377.194   427,042.179   MT  0.99966554   -0 31 49.1
 KK1999
 KK1999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1999!SPC CO C     -   0.99955303  x   0.99993739  =   0.99949045
 KK1999!UTM  13      -   0.99955303  x   0.99966554  =   0.99921872
 KK1999
 KK1999:                Primary Azimuth Mark                     Grid Az
 KK1999:SPC CO C     -  RESERVOIR                                265 11 04.7
 KK1999:UTM  13      -  RESERVOIR                                265 29 56.0
 KK1999
 KK1999|---------------------------------------------------------------------|
 KK1999| PID    Reference Object                     Distance      Geod. Az  |
 KK1999|                                                           dddmmss.s |
 KK1999| JK1322 RESERVOIR                           APPROX.10.7 KM 2645806.9 |
 KK1999|---------------------------------------------------------------------|
 KK1999
 KK1999                          SUPERSEDED SURVEY CONTROL
 KK1999
 KK1999  NAD 83(1986)-  39 00 08.52529(N)    105 50 33.25922(W) AD(       ) 3
 KK1999  NAD 27      -  39 00 08.54376(N)    105 50 31.21922(W) AD(       ) 3
 KK1999  NGVD 29 (07/19/86) 2862.3    (m)         9391.     (f) VERT ANG       
 KK1999
 KK1999.Superseded values are not recommended for survey control.
 KK1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1999.See file dsdata.txt to determine how the superseded data were derived.
 KK1999
 KK1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD2704217377(NAD 83)
 KK1999_MARKER: DD = SURVEY DISK
 KK1999_SETTING: 0 = UNSPECIFIED SETTING
 KK1999_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1999
 KK1999  HISTORY     - Date     Condition        Report By
 KK1999  HISTORY     - 1954     MONUMENTED       USGS
 KK1999
 KK1999                          STATION DESCRIPTION
 KK1999
 KK1999'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 KK1999'THE STATION IS LOCATED ON A HIGH BALD MESA, 2.0 MI. SW. OF HARTSEL,
 KK1999'AND 3.0 MI. E. OF ANTERO RESERVOIR.
 KK1999'
 KK1999'TO REACH STATION FROM HARTSEL POST OFFICE, DRIVE S. 0.1 MI. TO
 KK1999'HIGHWAY 24, TURN RIGHT AND CONTINUE IN WESTERLY DIRECTION ON HIGHWAY
 KK1999'24 FOR 1.2 MI. TO JUNCTION OF HIGHWAYS 9 AND 24.  PROCEED W. ON
 KK1999'HIGHWAY 24 FOR 1.5 MI. TO CATTLEGUARD AND TRAIL LEFT LEADING S., TURN
 KK1999'LEFT AND DRIVE S. ON TRAIL FOR 0.1 MI. TO DIM TRAIL LEADING W., TURN
 KK1999'RIGHT AND FOLLOW DIM TRAIL FOR 0.5 MI. AND VERY DIM FORKS ABOUT 125
 KK1999'YDS. NE. OF BASE OF MOUNTAIN, CONTINUE ON LEFT FORK 0.5 MI. TO SUMMIT
 KK1999'AND STATION.
 KK1999'
 KK1999'STATION MARK--STANDARD BRONZE TRIANGULATION TABLET, STAMPED
 KK1999'---ANTELOPE 1954 9396---.
 KK1999'
 KK1999'REFERENCE MARK--STANDARD BRONZE TABLET, STAMPED ---REF. MARK NO. 1---,
 KK1999'14.70 FT. DISTANCE, S 63 DEG 26 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0654 ***********************************************************************
 LK0654  DESIGNATION -  ANTELOPE
 LK0654  PID         -  LK0654
 LK0654  STATE/COUNTY-  CO/LOGAN
 LK0654  USGS QUAD   -  BUFFALO SPRINGS RANCH NW (1984)
 LK0654
 LK0654                         *CURRENT SURVEY CONTROL
 LK0654  ___________________________________________________________________
 LK0654* NAD 83(1992)-  40 28 33.23101(N)    103 13 30.49884(W)     ADJUSTED  
 LK0654* NAVD 88     -      1309.     (meters)    4295.     (feet)  SCALED    
 LK0654  ___________________________________________________________________
 LK0654  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 LK0654  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 LK0654
 LK0654  HORZ ORDER  -  THIRD
 LK0654
 LK0654.The horizontal coordinates were established by classical geodetic methods
 LK0654.and adjusted by the National Geodetic Survey in January 1993..
 LK0654
 LK0654.The orthometric height was scaled from a topographic map.
 LK0654
 LK0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0654
 LK0654.The geoid height was determined by GEOID03.
 LK0654
 LK0654;                    North         East     Units Scale Factor Converg.
 LK0654;SPC CO N     -   434,135.778 1,107,277.745   MT  0.99996455   +1 28 11.5
 LK0654;SPC CO N     - 1,424,327.13  3,632,793.74   sFT  0.99996455   +1 28 11.5
 LK0654;UTM  13      - 4,482,092.248   650,448.499   MT  0.99987862   +1 09 08.4
 LK0654
 LK0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0654!SPC CO N     -   0.99979788  x   0.99996455  =   0.99976243
 LK0654!UTM  13      -   0.99979788  x   0.99987862  =   0.99967652
 LK0654
 LK0654:                Primary Azimuth Mark                     Grid Az
 LK0654:SPC CO N     -  STERLING SUG FAC W TANK                  003 53 40.7
 LK0654:UTM  13      -  STERLING SUG FAC W TANK                  004 12 43.8
 LK0654
 LK0654|---------------------------------------------------------------------|
 LK0654| PID    Reference Object                     Distance      Geod. Az  |
 LK0654|                                                           dddmmss.s |
 LK0654| LK0635 STERLING SUG FAC W TANK             APPROX.15.6 KM 0052152.2 |
 LK0654| LK0655 FRAH                                APPROX. 1.2 KM 1900350.9 |
 LK0654|---------------------------------------------------------------------|
 LK0654
 LK0654                          SUPERSEDED SURVEY CONTROL
 LK0654
 LK0654  NAD 83(1986)-  40 28 33.22372(N)    103 13 30.49825(W) AD(       ) 3
 LK0654  NAD 27      -  40 28 33.30008(N)    103 13 28.74535(W) AD(       ) 3
 LK0654
 LK0654.Superseded values are not recommended for survey control.
 LK0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0654.See file dsdata.txt to determine how the superseded data were derived.
 LK0654
 LK0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE5044882092(NAD 83)
 LK0654
 LK0654  HISTORY     - Date     Condition        Report By
 LK0654  HISTORY     - 1948     MONUMENTED       USGS
 LK0654  HISTORY     - 1973     MARK NOT FOUND   USGS
 LK0654
 LK0654                          STATION DESCRIPTION
 LK0654
 LK0654'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 LK0654'STATION IS LOCATED ABOUT 5 MI. (AIRLINE) S. OF ATWOOD, COLORADO, IN
 LK0654'NW. 1/4 SEC. 19, T 6 N, R 52 W, ON HIGHEST OF GROUP OF SMALL TOPS,
 LK0654'ABOUT 1/4 MI. E. OF HIGHWAY 63.
 LK0654'
 LK0654'TO REACH FROM JUNCTION OF HIGHWAYS 63 AND 6 AT ATWOOD, PROCEED S. ON
 LK0654'HIGHWAY 63 FOR 5.8 MI. TO GATE ON E. SIDE OF HIGHWAY, TURN OFF
 LK0654'HIGHWAY, THROUGH GATE, THENCE CROSS COUNTRY TRAVELING NE. FOR 0.44
 LK0654'MI. TO HIGHEST TOP AND STATION SITE.
 LK0654'
 LK0654'A MICROWAVE TOWER AND ITS COMPONENTS NOW OCCUPY THE SITE OF THE
 LK0654'STATION.  IT IS BELIEVED THE STATION IS INTACT, BUT COVERED WITH
 LK0654'SEVERAL FT. OF FILL.  REFERENCE MARK NO. 1 WAS FOUND IN GOOD
 LK0654'CONDITION.
 LK0654'
 LK0654'STATION MARK--STANDARD TABLET, CEMENTED IN CONCRETE POST AND STAMPED
 LK0654'---ANTELOPE 1948---, PROTRUDING 5 IN. ABOVE GROUND.
 LK0654'
 LK0654'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED
 LK0654'---ANTELOPE NO. 1 1948---, CEMENTED IN CONCRETE POST, PROTRUDING 5
 LK0654'IN. ABOVE GROUND, 76.20 FT. FROM STATION MARK, S 66 DEG 36 MIN E.
 LK0654'
 LK0654'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED
 LK0654'---ANTELOPE NO. 2 1948---, CEMENTED IN CONCRETE POST, PROTRUDING 5
 LK0654'IN. ABOVE GROUND, 74.99 FT. FROM STATION MARK, S 29 DEG 34 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0568 ***********************************************************************
 HK0568  DESIGNATION -  ANTELOPE
 HK0568  PID         -  HK0568
 HK0568  STATE/COUNTY-  CO/SAGUACHE
 HK0568  USGS QUAD   -  SAND CAMP (1979)
 HK0568
 HK0568                         *CURRENT SURVEY CONTROL
 HK0568  ___________________________________________________________________
 HK0568* NAD 83(1992)-  37 49 54.01504(N)    105 43 26.01860(W)     ADJUSTED  
 HK0568* NAVD 88     -      2326.44   (+/-2cm)    7632.7    (feet)  VERTCON   
 HK0568  ___________________________________________________________________
 HK0568  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 HK0568  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 HK0568
 HK0568  HORZ ORDER  -  THIRD
 HK0568  VERT ORDER  -  THIRD ? (See Below)
 HK0568
 HK0568.The horizontal coordinates were established by classical geodetic methods
 HK0568.and adjusted by the National Geodetic Survey in January 1993..
 HK0568
 HK0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0568.The vertical order pertains to the NGVD 29 superseded value.
 HK0568
 HK0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0568
 HK0568.The geoid height was determined by GEOID03.
 HK0568
 HK0568;                    North         East     Units Scale Factor Converg.
 HK0568;SPC CO S     -   434,120.940   894,692.893   MT  0.99994540   -0 08 14.4
 HK0568;SPC CO S     - 1,424,278.45  2,935,338.27   sFT  0.99994540   -0 08 14.4
 HK0568;UTM  13      - 4,187,385.643   436,298.613   MT  0.99964998   -0 26 38.4
 HK0568
 HK0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0568!SPC CO S     -   0.99963761  x   0.99994540  =   0.99958303
 HK0568!UTM  13      -   0.99963761  x   0.99964998  =   0.99928772
 HK0568
 HK0568                          SUPERSEDED SURVEY CONTROL
 HK0568
 HK0568  NAD 83(1992)-  37 49 54.00936(N)    105 43 26.03690(W) AD(       ) 3
 HK0568  NGVD 29 (06/01/92) 2325.16   (m)         7628.5    (f) LEVELING    3  
 HK0568
 HK0568.Superseded values are not recommended for survey control.
 HK0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0568.See file dsdata.txt to determine how the superseded data were derived.
 HK0568
 HK0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB3629987386(NAD 83)
 HK0568_MARKER: DD = SURVEY DISK
 HK0568_SETTING: 0 = UNSPECIFIED SETTING
 HK0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0568
 HK0568  HISTORY     - Date     Condition        Report By
 HK0568  HISTORY     - 1936     MONUMENTED       USGS
 HK0568
 HK0568                          STATION DESCRIPTION
 HK0568
 HK0568'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 HK0568'STATION IS ABOUT 14 MI. NE. OF HOOPER, COLORADO, ON THE LUIS MARIA
 HK0568'BACA GRANT NO. 4, 0.5 MI. E. OF ANTELOPE SPRINGS.  STATION LIES ABOUT
 HK0568'300 FT. E. OF THE HOOPER - LIBERTY ROAD ON THE TOP OF A SMALL SANDY
 HK0568'KNOLL.
 HK0568'
 HK0568'STATION MARK--A STANDARD BRONZE TABLET IN THE TOP OF A 3 FT. CONCRETE
 HK0568'POST SET 2.7 FT. IN GROUND.
 HK0568'
 HK0568'REFERENCE MARK NO. 1--A STANDARD BRONZE REFERENCE TABLET IN TOP OF A
 HK0568'3 FT. CONCRETE POST SET 2.8 FT. IN GROUND, 46.96 FT. FROM STATION
 HK0568'MARK, N 71 DEG 19 MIN E.
 HK0568'
 HK0568'REFERENCE MARK NO. 2--A STANDARD BRONZE REFERENCE TABLET IN TOP OF A
 HK0568'3 FT. CONCRETE POST SET 2.8 FT. IN GROUND, 43.26 FT. FROM STATION
 HK0568'MARK, S 00 DEG 59 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1321 ***********************************************************************
 JK1321  DESIGNATION -  ANTERO
 JK1321  PID         -  JK1321
 JK1321  STATE/COUNTY-  CO/PARK
 JK1321  USGS QUAD   -  ANTERO RESERVOIR (1994)
 JK1321
 JK1321                         *CURRENT SURVEY CONTROL
 JK1321  ___________________________________________________________________
 JK1321* NAD 83(1992)-  38 53 04.95121(N)    105 58 35.75073(W)     ADJUSTED  
 JK1321* NAVD 88     -      3205.9    (meters)   10518.     (feet)  VERTCON   
 JK1321  ___________________________________________________________________
 JK1321  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 JK1321  GEOID HEIGHT-         -13.82  (meters)                     GEOID03
 JK1321
 JK1321  HORZ ORDER  -  FIRST
 JK1321
 JK1321.The horizontal coordinates were established by classical geodetic methods
 JK1321.and adjusted by the National Geodetic Survey in January 1993..
 JK1321
 JK1321.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1321
 JK1321.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1321
 JK1321.The geoid height was determined by GEOID03.
 JK1321
 JK1321;                    North         East     Units Scale Factor Converg.
 JK1321;SPC CO C     -   421,619.042   873,051.538   MT  0.99994300   -0 18 02.1
 JK1321;SPC CO C     - 1,383,261.81  2,864,336.59   sFT  0.99994300   -0 18 02.1
 JK1321;UTM  13      - 4,304,435.893   415,296.773   MT  0.99968835   -0 36 47.2
 JK1321
 JK1321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1321!SPC CO C     -   0.99949942  x   0.99994300  =   0.99944245
 JK1321!UTM  13      -   0.99949942  x   0.99968835  =   0.99918792
 JK1321
 JK1321|---------------------------------------------------------------------|
 JK1321| PID    Reference Object                     Distance      Geod. Az  |
 JK1321|                                                           dddmmss.s |
 JK1321| CM8267 ANTERO RM 1                           6.038 METERS 00542     |
 JK1321| CM8268 ANTERO RM 2                           5.404 METERS 11556     |
 JK1321| CM8266 ANTERO AZ MK                                       2130712.1 |
 JK1321| JL0664 MOUNT HARVARD CAIRN                 APPROX.30.2 KM 2783024.8 |
 JK1321| JL0652 BUFFALO EAST PEAK CAIRN             APPROX.16.2 KM 3144128.6 |
 JK1321|---------------------------------------------------------------------|
 JK1321
 JK1321                          SUPERSEDED SURVEY CONTROL
 JK1321
 JK1321  NAD 83(1986)-  38 53 04.94582(N)    105 58 35.75411(W) AD(       ) 1
 JK1321  NAD 27      -  38 53 04.95300(N)    105 58 33.71000(W) AD(       ) 1
 JK1321  NGVD 29 (07/19/86) 3204.3    (m)        10513.     (f) VERT ANG       
 JK1321
 JK1321.Superseded values are not recommended for survey control.
 JK1321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1321.See file dsdata.txt to determine how the superseded data were derived.
 JK1321
 JK1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD1529704436(NAD 83)
 JK1321_MARKER: DS = TRIANGULATION STATION DISK
 JK1321_SETTING: 66 = SET IN ROCK OUTCROP
 JK1321_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JK1321_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK1321+STABILITY: POSITION/ELEVATION WELL
 JK1321
 JK1321  HISTORY     - Date     Condition        Report By
 JK1321  HISTORY     - 1951     MONUMENTED       CGS
 JK1321  HISTORY     - 1954     GOOD             USGS
 JK1321
 JK1321                          STATION DESCRIPTION
 JK1321
 JK1321'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 JK1321'THE STATION IS LOCATED ON THE HIGHEST POINT OF A TIMBERED
 JK1321'RIDGE THAT BREAKS OFF SHARP TO THE WEST, ABOUT 9 MILES EAST
 JK1321'NORTHEAST OF BUENA VISTA, 2 MILES SOUTHWEST OF ANTERO JUNCTION
 JK1321'AND 1 MILE SOUTH OF U.S. HIGHWAY 285.
 JK1321'
 JK1321'TO REACH, FROM ANTERO JUNCTION, GO WESTERLY, ON U.S. HIGHWAY
 JK1321'285, FOR 1.3 MILES TO SIDE ROAD LEFT.  TURN LEFT, AND PASS
 JK1321'THROUGH WIRE GATE, AND GO SOUTH 0.1 MILE TO FORKS.  TAKE RIGHT
 JK1321'FORK, AND GO WESTERLY 0.3 MILE TO FORKS.  TAKE RIGHT FORK,
 JK1321'AND GO WEST 0.9 MILE TO CREST OF RIDGE AND SKID ROAD RIGHT.
 JK1321'TURN RIGHT, AND GO WEST, THROUGH TIMBER 0.65 MILE TO END OF
 JK1321'TRUCK TRAVEL.  THENCE PACK WEST, UP SLOPE OF RIDGE TO ITS TOP.
 JK1321'THENCE ALONG TOP OF RIDGE TO HIGHEST POINT OF RIDGE AND
 JK1321'THE STATION.
 JK1321'
 JK1321'THE STATION MARK IS A STANDARD DISK, STAMPED ANTERO 1951, SET
 JK1321'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS ABOUT FLUSH WITH
 JK1321'THE GROUND.
 JK1321'
 JK1321'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED ANTERO
 JK1321'NO 1 1951, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 JK1321'ABOUT FLUSH WITH THE GROUND AND IS ABOUT 12 INCHES LOWER THAN
 JK1321'THE STATION.
 JK1321'
 JK1321'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED ANTERO NO
 JK1321'2 1951, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 JK1321'PROJECTS ABOUT 2 INCHES AND IS ABOUT 12 INCHES LOWER THAN
 JK1321'THE STATION.
 JK1321'
 JK1321'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ANTERO 1951, SET
 JK1321'IN A DRILL HOLE IN A CONCRETE BRIDGE ABUTMENT WHICH PROJECTS
 JK1321'ABOUT 10 INCHES.  IT IS LOCATED ALONG THE SIDE OF U.S. HIGHWAY
 JK1321'285 AND ON BRIDGE NUMBER 113-F, ABOUT 20 FEET SOUTH OF THE
 JK1321'CENTERLINE OF THE HIGHWAY.
 JK1321'
 JK1321'TO REACH, FROM ANTERO JUNCTION, GO WESTERLY, ON U.S. HIGHWAY
 JK1321'285, FOR 3.85 MILES TO THE AZIMUTH MARK.
 JK1321
 JK1321                          STATION RECOVERY (1954)
 JK1321
 JK1321'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JK1321'STATION MARK--STANDARD DISK, STAMPED ---ANTERO 1951---, SET IN A
 JK1321'DRILL HOLE IN OUTCROPPING BEDROCK, WHICH IS ABOUT FLUSH WITH THE
 JK1321'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0670 ***********************************************************************
 JL0670  DESIGNATION -  ANTERO CAIRN
 JL0670  PID         -  JL0670
 JL0670  STATE/COUNTY-  CO/SAGUACHE
 JL0670  USGS QUAD   -  BONANZA (1980)
 JL0670
 JL0670                         *CURRENT SURVEY CONTROL
 JL0670  ___________________________________________________________________
 JL0670* NAD 83(1992)-  38 19 29.85686(N)    106 13 06.21223(W)     ADJUSTED  
 JL0670* NAVD 88     -                                                        
 JL0670  ___________________________________________________________________
 JL0670  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 JL0670  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 JL0670
 JL0670  HORZ ORDER  -  THIRD
 JL0670
 JL0670.The horizontal coordinates were established by classical geodetic methods
 JL0670.and adjusted by the National Geodetic Survey in January 1993..
 JL0670
 JL0670
 JL0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0670
 JL0670.The geoid height was determined by GEOID03.
 JL0670
 JL0670;                    North         East     Units Scale Factor Converg.
 JL0670;SPC CO S     -   489,090.667   851,584.865   MT  0.99998202   -0 26 26.3
 JL0670;SPC CO S     - 1,604,624.96  2,793,908.01   sFT  0.99998202   -0 26 26.3
 JL0670;SPC CO C     -   359,623.855   851,582.079   MT  1.00002693   -0 27 11.1
 JL0670;SPC CO C     - 1,179,865.93  2,793,898.87   sFT  1.00002693   -0 27 11.1
 JL0670;UTM  13      - 4,242,573.290   393,500.296   MT  0.99973968   -0 45 20.2
 JL0670
 JL0670                          SUPERSEDED SURVEY CONTROL
 JL0670
 JL0670  NAD 83(1986)-  38 19 29.84413(N)    106 13 06.21556(W) AD(       ) 4
 JL0670  NAD 27      -  38 19 29.78000(N)    106 13 04.13000(W) AD(       ) 3
 JL0670
 JL0670.Superseded values are not recommended for survey control.
 JL0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0670.See file dsdata.txt to determine how the superseded data were derived.
 JL0670
 JL0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC9350042573(NAD 83)
 JL0670_MARKER: 72 = CAIRN
 JL0670
 JL0670  HISTORY     - Date     Condition        Report By
 JL0670  HISTORY     - 1894     FIRST OBSERVED   CGS
 JL0670
 JL0670                          STATION DESCRIPTION
 JL0670
 JL0670'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0739 ***********************************************************************
 JL0739  DESIGNATION -  ANTHRACITE
 JL0739  PID         -  JL0739
 JL0739  STATE/COUNTY-  CO/GUNNISON
 JL0739  USGS QUAD   -  ANTHRACITE RANGE (1961)
 JL0739
 JL0739                         *CURRENT SURVEY CONTROL
 JL0739  ___________________________________________________________________
 JL0739* NAD 83(1992)-  38 48 52.29915(N)    107 08 40.08030(W)     ADJUSTED  
 JL0739* NAVD 88     -      3777.8    (meters)   12394.     (feet)  VERTCON   
 JL0739  ___________________________________________________________________
 JL0739  LAPLACE CORR-           5.68  (seconds)                    DEFLEC99
 JL0739  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 JL0739
 JL0739  HORZ ORDER  -  THIRD
 JL0739
 JL0739.The horizontal coordinates were established by classical geodetic methods
 JL0739.and adjusted by the National Geodetic Survey in January 1993..
 JL0739
 JL0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0739
 JL0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0739
 JL0739.The geoid height was determined by GEOID03.
 JL0739
 JL0739;                    North         East     Units Scale Factor Converg.
 JL0739;SPC CO C     -   415,012.595   771,591.606   MT  0.99994834   -1 02 13.7
 JL0739;SPC CO C     - 1,361,587.16  2,531,463.46   sFT  0.99994834   -1 02 13.7
 JL0739;UTM  13      - 4,298,379.361   313,813.634   MT  1.00002689   -1 20 40.3
 JL0739
 JL0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0739!SPC CO C     -   0.99940988  x   0.99994834  =   0.99935825
 JL0739!UTM  13      -   0.99940988  x   1.00002689  =   0.99943675
 JL0739
 JL0739:                Primary Azimuth Mark                     Grid Az
 JL0739:SPC CO C     -  STORM                                    231 04 42.0
 JL0739:UTM  13      -  STORM                                    231 23 08.6
 JL0739
 JL0739|---------------------------------------------------------------------|
 JL0739| PID    Reference Object                     Distance      Geod. Az  |
 JL0739|                                                           dddmmss.s |
 JL0739| JL0740 STORM                               APPROX. 5.2 KM 2300228.3 |
 JL0739|---------------------------------------------------------------------|
 JL0739
 JL0739                          SUPERSEDED SURVEY CONTROL
 JL0739
 JL0739  NAD 83(1986)-  38 48 52.29756(N)    107 08 40.08906(W) AD(       ) 3
 JL0739  NAD 27      -  38 48 52.31518(N)    107 08 37.90284(W) AD(       ) 3
 JL0739  NGVD 29 (07/19/86) 3775.8    (m)        12388.     (f) VERT ANG       
 JL0739
 JL0739.Superseded values are not recommended for survey control.
 JL0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0739.See file dsdata.txt to determine how the superseded data were derived.
 JL0739
 JL0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC1381498379(NAD 83)
 JL0739_MARKER: DD = SURVEY DISK
 JL0739_SETTING: 80 = SET IN A BOULDER
 JL0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0739+STABILITY: SURFACE MOTION
 JL0739
 JL0739  HISTORY     - Date     Condition        Report By
 JL0739  HISTORY     - 1959     MONUMENTED       USGS
 JL0739
 JL0739                          STATION DESCRIPTION
 JL0739
 JL0739'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 JL0739'THE STATION IS LOCATED ABOUT 9 MI. W. OF AND 4 MI. S. OF CRESTED BUTTE
 JL0739'COLORADO,ON THE HIGHEST POINT OF A PROMINIENT MOUNTAIN KNOWN AS
 JL0739'
 JL0739'--- ANTHRACITE RANGE --- AND ABOUT 2 MI. W. OF OHIO PEAK.
 JL0739'
 JL0739'TO REACH THE STATION FROM THE POST OFFICE IN CRESTED BUTTE, DRIVE W.
 JL0739'ALONG STATE HIGHWAY 135 FOR 8.0 MI. TO THE SECOND RD. FORK JUST UNDER
 JL0739'THE E. SIDE OF KEBLER PASS, TAKE THE LEFT FORK AND DRIVE ONE MILE
 JL0739'TOWARD OHIO PASS TO A SIDE RD. RIGHT -W.- TO FLORESTA, TURN RIGHT AND
 JL0739'DRIVE 2.5 MI. TO THE RUINS OF FLORESTA.  FROM HERE PACK SLIGHTLY W. OF
 JL0739'S. FOR 1.5 MI. TO THE TOP OF ANTHRACITE RANGE AND STATION.  AN
 JL0739'ALTERNATE ROUTE WOULD BE TO APPROACH FROM THE S. WITH HORSES. SADDLE
 JL0739'AND PACK ANIMALS CAN BE TAKEN TO THE TIMBERLINE USING THE S. APPROACH.
 JL0739'
 JL0739'STATION MARK - STANDARD USGS TABLET CEMENTED IN A BOULDER BURIED ABOUT
 JL0739'FLUSH WITH GROUND AND STAMPED --- ANTHRACITE 1959 ---.
 JL0739'
 JL0739'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0787 ***********************************************************************
 KL0787  DESIGNATION -  ANTLERS
 KL0787  PID         -  KL0787
 KL0787  STATE/COUNTY-  CO/GARFIELD
 KL0787  USGS QUAD   -  SILT (1987)
 KL0787
 KL0787                         *CURRENT SURVEY CONTROL
 KL0787  ___________________________________________________________________
 KL0787* NAD 83(1992)-  39 32 35.93496(N)    107 43 42.57304(W)     ADJUSTED  
 KL0787* NAVD 88     -      1643.2    (meters)    5391.     (feet)  VERTCON   
 KL0787  ___________________________________________________________________
 KL0787  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 KL0787  GEOID HEIGHT-         -15.79  (meters)                     GEOID03
 KL0787
 KL0787  HORZ ORDER  -  THIRD
 KL0787
 KL0787.The horizontal coordinates were established by classical geodetic methods
 KL0787.and adjusted by the National Geodetic Survey in January 1993..
 KL0787
 KL0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0787
 KL0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0787
 KL0787.The geoid height was determined by GEOID03.
 KL0787
 KL0787;                    North         East     Units Scale Factor Converg.
 KL0787;SPC CO C     -   496,973.991   722,866.391   MT  0.99996565   -1 24 19.8
 KL0787;SPC CO C     - 1,630,488.84  2,371,604.15   sFT  0.99996565   -1 24 19.8
 KL0787;UTM  13      - 4,380,627.476   265,535.622   MT  1.00027688   -1 44 16.5
 KL0787
 KL0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0787!SPC CO C     -   0.99974475  x   0.99996565  =   0.99971041
 KL0787!UTM  13      -   0.99974475  x   1.00027688  =   1.00002156
 KL0787
 KL0787                          SUPERSEDED SURVEY CONTROL
 KL0787
 KL0787  NAD 83(1986)-  39 32 35.92925(N)    107 43 42.56568(W) AD(       ) 3
 KL0787  NGVD 29 (11/04/91) 1642.0    (m)         5387.     (f) VERT ANG       
 KL0787
 KL0787.Superseded values are not recommended for survey control.
 KL0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0787.See file dsdata.txt to determine how the superseded data were derived.
 KL0787
 KL0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD6553680627(NAD 83)
 KL0787_MARKER: DD = SURVEY DISK
 KL0787_SETTING: 66 = SET IN ROCK OUTCROP
 KL0787_SP_SET: SET IN ROCK OUTCROP
 KL0787_STAMPING: ANTLERS 1960 5387
 KL0787_MARK LOGO: USGS  
 KL0787_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0787_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0787+STABILITY: POSITION/ELEVATION WELL
 KL0787
 KL0787  HISTORY     - Date     Condition        Report By
 KL0787  HISTORY     - 1960     MONUMENTED       USGS
 KL0787  HISTORY     - 19920530 GOOD             KOOGLE
 KL0787  HISTORY     - 19920530 GOOD             KOOGLE
 KL0787
 KL0787                          STATION DESCRIPTION
 KL0787
 KL0787'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 KL0787'STATION IS LOCATED 3.3 MI. E. ALONG U.S. HIGHWAYS 6 AND 24 FROM THE
 KL0787'JUNCTION WITH STATE HIGHWAY 13 AT THE TOWN OF RIFLE, COLORADO.
 KL0787'
 KL0787'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND 24 AND STATE HIGHWAY
 KL0787'13 AT RIFLE, GO E. 3.1 MI. ALONG U.S. HIGHWAYS 6 AND 24 TO A DRIVE-IN
 KL0787'THEATER, CONTINUE ALONG HIGHWAY 0.2 MI. TO RD. JUNCTION N., CONTINUE
 KL0787'181 FT. E. TO STATION ON RIGHT, 63.4 FT. S. CENTERLINE OF HIGHWAY,
 KL0787'47.5 FT. N. CENTERLINE OF RAILROAD TRACKS, 3 FT. S. OF RIGHT-OF-WAY
 KL0787'FENCE.
 KL0787'
 KL0787'STATION MARK--A STANDARD USGS TRIANGULATION TABLET SET IN ROCK ABOUT
 KL0787'FLUSH WITH GROUND AND STAMPED---ANTLERS-1960---.
 KL0787
 KL0787                          STATION RECOVERY (1992)
 KL0787
 KL0787'RECOVERY NOTE BY KOOGLE AND POULS ENGINEERS 1992 (WEK)
 KL0787'USED IN GPS SURVEY, TO SUPPORT PHOTO CONTROL AT RIFLE GAP RESERVOIR,
 KL0787'COLO.  FOUND AS DESCRIBED.
 KL0787
 KL0787                          STATION RECOVERY (1992)
 KL0787
 KL0787'RECOVERY NOTE BY KOOGLE AND POULS ENGINEERS 1992 (WEK)
 KL0787'USED IN GPS SURVEY, TO SUPPORT PHOTO CONTROL AT RIFLE GAP RESERVOIR,
 KL0787'COLO.  FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0942 ***********************************************************************
 JJ0942  DESIGNATION -  ANTLR 1
 JJ0942  PID         -  JJ0942
 JJ0942  STATE/COUNTY-  CO/CROWLEY
 JJ0942  USGS QUAD   -  LAKE HENRY (1978)
 JJ0942
 JJ0942                         *CURRENT SURVEY CONTROL
 JJ0942  ___________________________________________________________________
 JJ0942* NAD 83(1992)-  38 15 15.56728(N)    103 44 44.78895(W)     ADJUSTED  
 JJ0942* NAVD 88     -      1342.     (meters)    4403.     (feet)  SCALED    
 JJ0942  ___________________________________________________________________
 JJ0942  LAPLACE CORR-          -4.85  (seconds)                    DEFLEC99
 JJ0942  GEOID HEIGHT-         -21.49  (meters)                     GEOID03
 JJ0942
 JJ0942  HORZ ORDER  -  THIRD
 JJ0942
 JJ0942.The horizontal coordinates were established by classical geodetic methods
 JJ0942.and adjusted by the National Geodetic Survey in January 1993..
 JJ0942
 JJ0942.The orthometric height was scaled from a topographic map.
 JJ0942
 JJ0942.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0942
 JJ0942.The geoid height was determined by GEOID03.
 JJ0942
 JJ0942;                    North         East     Units Scale Factor Converg.
 JJ0942;SPC CO S     -   482,450.241 1,067,932.832   MT  0.99997223   +1 04 33.6
 JJ0942;SPC CO S     - 1,582,838.83  3,503,709.63   sFT  0.99997223   +1 04 33.6
 JJ0942;UTM  13      - 4,234,777.171   609,738.316   MT  0.99974831   +0 46 35.9
 JJ0942
 JJ0942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0942!SPC CO S     -   0.99979289  x   0.99997223  =   0.99976513
 JJ0942!UTM  13      -   0.99979289  x   0.99974831  =   0.99954125
 JJ0942
 JJ0942:                Primary Azimuth Mark                     Grid Az
 JJ0942:SPC CO S     -  NERO HILL NO 2                           327 59 35.7
 JJ0942:UTM  13      -  NERO HILL NO 2                           328 17 33.4
 JJ0942
 JJ0942|---------------------------------------------------------------------|
 JJ0942| PID    Reference Object                     Distance      Geod. Az  |
 JJ0942|                                                           dddmmss.s |
 JJ0942| JJ0967 NERO HILL NO 2                      APPROX. 6.9 KM 3290409.3 |
 JJ0942|---------------------------------------------------------------------|
 JJ0942
 JJ0942                          SUPERSEDED SURVEY CONTROL
 JJ0942
 JJ0942  NAD 83(1986)-  38 15 15.55166(N)    103 44 44.79098(W) AD(       ) 3
 JJ0942  NAD 27      -  38 15 15.53434(N)    103 44 42.96486(W) AD(       ) 3
 JJ0942
 JJ0942.Superseded values are not recommended for survey control.
 JJ0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0942.See file dsdata.txt to determine how the superseded data were derived.
 JJ0942
 JJ0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC0973834777(NAD 83)
 JJ0942_MARKER: DD = SURVEY DISK
 JJ0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0942_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JJ0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0942+STABILITY: SURFACE MOTION
 JJ0942
 JJ0942  HISTORY     - Date     Condition        Report By
 JJ0942  HISTORY     - 1949     MONUMENTED       USGS
 JJ0942
 JJ0942                          STATION DESCRIPTION
 JJ0942
 JJ0942'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 JJ0942'STATION IS LOCATED ABOUT 2.5 MI. N. OF ORDWAY, COLORADO, IN SEC. 1,
 JJ0942'T 21 S, R 57 W.
 JJ0942'
 JJ0942'TO REACH STATION FROM MISSOURI PACIFIC RAILROAD DEPOT IN ORDWAY,
 JJ0942'COLORADO, PROCEED E. 0.45 MI. TO COLORADO HIGHWAY 71, THENCE LEFT (N.)
 JJ0942'ALONG HIGHWAY 71 2.3 MI. TO RD. LEADING E.  STATION LIES 996.2 FT. NE.
 JJ0942'OF INTERSECTION.
 JJ0942'
 JJ0942'STATION MARK--STANDARD TABLET SET IN TOP OF 6 X 6 IN. CONCRETE POST
 JJ0942'PROJECTING 5 IN. ABOVE GROUND, STAMPED ---ANTLR-1 1949---.
 JJ0942'
 JJ0942'REFERENCE MARK NO. 1--A 1/2 IN. REINFORCING STEEL ROD DRIVEN IN GROUND
 JJ0942'PROJECTING 1 IN. ABOVE SURFACE, 97.8 FT. FROM STATION,
 JJ0942'N 76 DEG 27 MIN E.
 JJ0942'
 JJ0942'REFERENCE MARK NO. 2--A 1/2 IN. REINFORCING STEEL ROD DRIVEN IN GROUND
 JJ0942'PROJECTING 1 IN. ABOVE SURFACE, 103.6 FT. FROM STATION,
 JJ0942'S 04 DEG 04 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0478 ***********************************************************************
 KJ0478  DESIGNATION -  ANTON
 KJ0478  PID         -  KJ0478
 KJ0478  STATE/COUNTY-  CO/WASHINGTON
 KJ0478  USGS QUAD   -  ANTON (1978)
 KJ0478
 KJ0478                         *CURRENT SURVEY CONTROL
 KJ0478  ___________________________________________________________________
 KJ0478* NAD 83(1992)-  39 41 57.46919(N)    103 12 46.60066(W)     ADJUSTED  
 KJ0478* NAVD 88     -      1494.666  (meters)    4903.75   (feet)  ADJUSTED  
 KJ0478  ___________________________________________________________________
 KJ0478  LAPLACE CORR-          -4.93  (seconds)                    DEFLEC99
 KJ0478  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 KJ0478  DYNAMIC HT  -        1493.330 (meters)    4899.37  (feet)  COMP
 KJ0478  MODELED GRAV-     979,680.3   (mgal)                       NAVD 88
 KJ0478
 KJ0478  HORZ ORDER  -  SECOND
 KJ0478  VERT ORDER  -  THIRD
 KJ0478
 KJ0478.The horizontal coordinates were established by classical geodetic methods
 KJ0478.and adjusted by the National Geodetic Survey in January 1993..
 KJ0478
 KJ0478.The orthometric height was determined by differential leveling
 KJ0478.and adjusted by the National Geodetic Survey in June 1991..
 KJ0478
 KJ0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0478
 KJ0478.The geoid height was determined by GEOID03.
 KJ0478
 KJ0478.The dynamic height is computed by dividing the NAVD 88
 KJ0478.geopotential number by the normal gravity value computed on the
 KJ0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0478.degrees latitude (g = 980.6199 gals.).
 KJ0478
 KJ0478.The modeled gravity was interpolated from observed gravity values.
 KJ0478
 KJ0478;                    North         East     Units Scale Factor Converg.
 KJ0478;SPC CO N     -   347,962.906 1,110,535.094   MT  1.00000285   +1 28 39.9
 KJ0478;SPC CO N     - 1,141,608.30  3,643,480.55   sFT  1.00000285   +1 28 39.9
 KJ0478;SPC CO C     -   514,411.445 1,110,533.672   MT  0.99999036   +1 26 32.7
 KJ0478;SPC CO C     - 1,687,698.22  3,643,475.89   sFT  0.99999036   +1 26 32.7
 KJ0478;UTM  13      - 4,395,909.500   653,214.144   MT  0.99988901   +1 08 30.2
 KJ0478
 KJ0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0478!SPC CO N     -   0.99976880  x   1.00000285  =   0.99977165
 KJ0478!SPC CO C     -   0.99976880  x   0.99999036  =   0.99975917
 KJ0478!UTM  13      -   0.99976880  x   0.99988901  =   0.99965784
 KJ0478
 KJ0478:                Primary Azimuth Mark                     Grid Az
 KJ0478:SPC CO N     -  ANTON AZ MK                              261 38 09.9
 KJ0478:SPC CO C     -  ANTON AZ MK                              261 40 17.1
 KJ0478:UTM  13      -  ANTON AZ MK                              261 58 19.6
 KJ0478
 KJ0478|---------------------------------------------------------------------|
 KJ0478| PID    Reference Object                     Distance      Geod. Az  |
 KJ0478|                                                           dddmmss.s |
 KJ0478| CP7302 ANTON AZ MK                                        2630649.8 |
 KJ0478| CP7303 ANTON RM 1                           12.760 METERS 27224     |
 KJ0478| KJ0479 VOR THURMAN TXC                      17.893 METERS 31655     |
 KJ0478| CP7304 ANTON RM 2                           11.865 METERS 35350     |
 KJ0478|---------------------------------------------------------------------|
 KJ0478
 KJ0478                          SUPERSEDED SURVEY CONTROL
 KJ0478
 KJ0478  NAD 83(1986)-  39 41 57.46302(N)    103 12 46.59966(W) AD(       ) 2
 KJ0478  NAD 27      -  39 41 57.52889(N)    103 12 44.82072(W) AD(       ) 2
 KJ0478  NGVD 29 (07/19/86) 1493.93   (m)         4901.3    (f) LEVELING    3  
 KJ0478
 KJ0478.Superseded values are not recommended for survey control.
 KJ0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0478.See file dsdata.txt to determine how the superseded data were derived.
 KJ0478
 KJ0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD5321495909(NAD 83)
 KJ0478_MARKER: DS = TRIANGULATION STATION DISK
 KJ0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0478_SP_SET: CONCRETE POST
 KJ0478_STAMPING: ANTON 1968
 KJ0478_MARK LOGO: CGS   
 KJ0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0478+STABILITY: SURFACE MOTION
 KJ0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0478+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1972
 KJ0478
 KJ0478  HISTORY     - Date     Condition        Report By
 KJ0478  HISTORY     - 1968     MONUMENTED       CGS
 KJ0478  HISTORY     - 1968     GOOD             CGS
 KJ0478  HISTORY     - 19721024 GOOD             USGS
 KJ0478
 KJ0478                          STATION DESCRIPTION
 KJ0478
 KJ0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KJ0478'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF ANTON IN THE
 KJ0478'SOUTHWEST 1/4 OF SECTION 16, T. 4 S., R. 52 W. ON STATE PROPERTY.
 KJ0478'
 KJ0478'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 36 AND
 KJ0478'COLORADO HIGHWAY 63 AT THE POST OFFICE IN ANTON, GO SOUTH ON A
 KJ0478'MACADAM ROAD FOR 2.95 MILES TO A LOCKED GATE ON THE LEFT.  TURN
 KJ0478'LEFT, PASS THROUGH THE GATE, AND GO EAST ON A GRAVELED DRIVE FOR
 KJ0478'0.2 MILE TO VOR THURMAN TXC INSTALLATION AND THE STATION.
 KJ0478'
 KJ0478'THE STATION MARK IS A STANDARD DISK STAMPED ANTON 1968, SET IN
 KJ0478'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 KJ0478'1 INCH.  IT IS 40.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 KJ0478'VOR BUILDING AND 7 FEET SOUTH-SOUTHEAST OF A SOUTHEAST FENCE
 KJ0478'CORNER POST.
 KJ0478'
 KJ0478'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ANTON NO 1 1968, SET
 KJ0478'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 KJ0478'FLUSH.  IT IS 31.4 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF
 KJ0478'THE VOR BUILDING AND 0.5 FOOT SOUTH OF A WOODEN FENCE.
 KJ0478'
 KJ0478'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ANTON NO 2 1968, SET
 KJ0478'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 KJ0478'FLUSH.  IT IS 17.4 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF
 KJ0478'THE VOR BUILDING AND 0.5 FOOT EAST OF A WOODEN FENCE.
 KJ0478'
 KJ0478'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK STAMPED ANTON AZI
 KJ0478'1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KJ0478'THAT PROJECTS 4 INCHES.  IT IS 32 FEET NORTH OF THE CENTER OF A
 KJ0478'GRAVELED ROAD, 8 FEET EAST OF A TELEPHONE POLE, 1.3 FEET NORTHEAST
 KJ0478'OF A METAL WITNESS POST AND 1 FOOT EAST OF A FENCE CORNER POST.
 KJ0478'
 KJ0478'TO REACH THE AZIMUTH MARK FROM THE LOCKED GATE, GO SOUTH ON THE
 KJ0478'MACADAM ROAD FOR 0.1 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 KJ0478'WEST ON A GRAVELED ROAD FOR 1 MILE TO THE AZIMUTH MARK ON THE
 KJ0478'RIGHT.
 KJ0478'
 KJ0478'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METER.
 KJ0478
 KJ0478                          STATION RECOVERY (1968)
 KJ0478
 KJ0478'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 KJ0478'RECOVERED IN GOOD CONDITION.
 KJ0478
 KJ0478                          STATION RECOVERY (1972)
 KJ0478
 KJ0478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KJ0478'FROM THE U.S. POST OFFICE AT ANTON, COLORADO, PROCEED 2.95 MILES SOUTH
 KJ0478'ALONG A PAVED ROAD, THENCE 0.2 MILE EAST ALONG A GRAVELED DRIVE TO A
 KJ0478'RADIO FACILITY, 40.6 FEET SOUTHEAST OF THE SOUTHEST CORNER OF A
 KJ0478'BUILDING, 7 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST FENCE CORNER POST,
 KJ0478'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0362 ***********************************************************************
 HL0362  DESIGNATION -  ANTONITO
 HL0362  PID         -  HL0362
 HL0362  STATE/COUNTY-  CO/CONEJOS
 HL0362  USGS QUAD   -  ANTONITO (1967)
 HL0362
 HL0362                         *CURRENT SURVEY CONTROL
 HL0362  ___________________________________________________________________
 HL0362* NAD 83(1992)-  37 04 03.48524(N)    106 00 59.91147(W)     ADJUSTED  
 HL0362* NAVD 88     -      2409.621  (meters)    7905.56   (feet)  ADJUSTED  
 HL0362  ___________________________________________________________________
 HL0362  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 HL0362  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 HL0362  DYNAMIC HT  -        2406.386 (meters)    7894.95  (feet)  COMP
 HL0362  MODELED GRAV-     979,201.4   (mgal)                       NAVD 88
 HL0362
 HL0362  HORZ ORDER  -  FIRST
 HL0362  VERT ORDER  -  FIRST     CLASS II
 HL0362
 HL0362.The horizontal coordinates were established by classical geodetic methods
 HL0362.and adjusted by the National Geodetic Survey in December 1993..
 HL0362
 HL0362.The orthometric height was determined by differential leveling
 HL0362.and adjusted by the National Geodetic Survey in June 1991..
 HL0362
 HL0362.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0362
 HL0362.The geoid height was determined by GEOID03.
 HL0362
 HL0362.The dynamic height is computed by dividing the NAVD 88
 HL0362.geopotential number by the normal gravity value computed on the
 HL0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0362.degrees latitude (g = 980.6199 gals.).
 HL0362
 HL0362.The modeled gravity was interpolated from observed gravity values.
 HL0362
 HL0362;                    North         East     Units Scale Factor Converg.
 HL0362;SPC CO S     -   349,429.119   868,454.081   MT  1.00003420   -0 19 00.8
 HL0362;SPC CO S     - 1,146,418.70  2,849,253.10   sFT  1.00003420   -0 19 00.8
 HL0362;SPC NM C     -   673,000.811   520,751.107   MT  0.99990530   +0 08 26.4
 HL0362;SPC NM C     - 2,208,003.49  1,708,497.59   sFT  0.99990530   +0 08 26.4
 HL0362;UTM  13      - 4,102,858.693   409,622.060   MT  0.99970062   -0 36 46.2
 HL0362
 HL0362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0362!SPC CO S     -   0.99962458  x   1.00003420  =   0.99965877
 HL0362!SPC NM C     -   0.99962458  x   0.99990530  =   0.99952992
 HL0362!UTM  13      -   0.99962458  x   0.99970062  =   0.99932531
 HL0362
 HL0362:                Primary Azimuth Mark                     Grid Az
 HL0362:SPC CO S     -  ANTONITO CATHOLIC CHURCH SPIRE           019 17 49.0
 HL0362:SPC NM C     -  ANTONITO CATHOLIC CHURCH SPIRE           018 50 21.8
 HL0362:UTM  13      -  ANTONITO CATHOLIC CHURCH SPIRE           019 35 34.4
 HL0362
 HL0362|---------------------------------------------------------------------|
 HL0362| PID    Reference Object                     Distance      Geod. Az  |
 HL0362|                                                           dddmmss.s |
 HL0362| HL0487 ANTONITO CATHOLIC CHURCH SPIRE      APPROX. 1.4 KM 0185848.2 |
 HL0362| CM6859 ANTONITO RM 1                         9.453 METERS 02557     |
 HL0362| HL0363 ANTONITO AZ MK                                     2332146.9 |
 HL0362| CM6860 ANTONITO RM 2                         5.653 METERS 29005     |
 HL0362| HL0485 DRGWRR MILEPOST 281                  15.670 METERS 32243     |
 HL0362| HL0488 CONEJOS COURTHOUSE CUPOLA           APPROX. 2.4 KM 3512255.9 |
 HL0362|---------------------------------------------------------------------|
 HL0362
 HL0362                          SUPERSEDED SURVEY CONTROL
 HL0362
 HL0362  NAD 83(1992)-  37 04 03.48534(N)    106 00 59.91103(W) AD(       ) 1
 HL0362  NAD 83(1986)-  37 04 03.48854(N)    106 00 59.92006(W) AD(       ) 1
 HL0362  NAD 27      -  37 04 03.44400(N)    106 00 57.84400(W) AD(       ) 1
 HL0362  NGVD 29 (07/19/86) 2408.3    (m)         7901.     (f) VERT ANG       
 HL0362
 HL0362.Superseded values are not recommended for survey control.
 HL0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0362.See file dsdata.txt to determine how the superseded data were derived.
 HL0362
 HL0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB0962202859(NAD 83)
 HL0362_MARKER: DS = TRIANGULATION STATION DISK
 HL0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0362_SP_SET: CONCRETE POST
 HL0362_STAMPING: ANTONITO 1945
 HL0362_MARK LOGO: CGS   
 HL0362_PROJECTION: PROJECTING 10 CENTIMETERS
 HL0362_MAGNETIC: N = NO MAGNETIC MATERIAL
 HL0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0362+STABILITY: SURFACE MOTION
 HL0362
 HL0362  HISTORY     - Date     Condition        Report By
 HL0362  HISTORY     - 1945     MONUMENTED       CGS
 HL0362  HISTORY     - 19780418 GOOD             NGS
 HL0362  HISTORY     - 1984     GOOD             NGS
 HL0362  HISTORY     - 19980614 GOOD             USPSQD
 HL0362
 HL0362                          STATION DESCRIPTION
 HL0362
 HL0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 HL0362'STATION IS LOCATED 1 MILE SW OF ANTONITO, ON THE SE SIDE OF
 HL0362'THE DENVER AND RIO GRANDE WESTERN RAILROAD, OPPOSITE MILEPOST
 HL0362'281, AND BETWEEN THE RAILROAD AND A GRADED ROAD.
 HL0362'
 HL0362'TO REACH THE STATION FROM THE ANTONITO POST OFFICE, GO SW ON
 HL0362'U.S. HIGHWAY 285 FOR 0.55 MILE TO WHERE THE HIGHWAY CROSSES THE
 HL0362'RAILROAD.  CROSS THE RAILROAD TRACKS AND TURN RIGHT BEFORE
 HL0362'REACHING A GRADED ROAD AND GO 0.15 MILE DOWN THE RAILROAD
 HL0362'RIGHT-OF-WAY TO THE END OF TRUCK TRAVEL AND THE STATION.  AZIMUTH
 HL0362'MARK MAY BE REACHED FROM WHERE U.S. HIGHWAY 285 CROSSES THE
 HL0362'RAILROAD TRACKS BY GOING ABOUT 100 FEET TO GRADED ROAD LEADING
 HL0362'OFF TO THE RIGHT.  TURN RIGHT AND GO SW ON THE GRADED ROAD FOR
 HL0362'0.65 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 HL0362'
 HL0362'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE CONCRETE
 HL0362'POST WHICH PROJECTS 4 INCHES ABOVE THE SURROUNDING SURFACE.  IT
 HL0362'IS LOCATED 52 FEET NW OF THE CENTER OF THE GRADED ROAD, 35.8
 HL0362'FEET SE OF THE SE RAIL OF THE DENVER AND RIO GRANDE WESTERN
 HL0362'RAILROAD, AND 14 FEET NE OF A 4-INCH SQUARE WHITE WITNESS POST.
 HL0362'DISK IS STAMPED ANTONITO 1945.  UNDERGROUND MARK IS A BRONZE
 HL0362'STATION DISK SET IN CONCRETE.
 HL0362'
 HL0362'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 HL0362'CONCRETE POST PROJECTING 4 INCHES ABOVE THE SURROUNDING
 HL0362'SURFACE.  IT IS LOCATED NNE OF THE STATION AND ABOUT THE SAME
 HL0362'LEVEL.  DISK IS STAMPED ANTONITO NO 1 1945.
 HL0362'
 HL0362'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 HL0362'CONCRETE POST PROJECTING 3 INCHES ABOVE THE SURROUNDING
 HL0362'SURFACE.  IT IS LOCATED W OF THE STATION AND ABOUT THE SAME
 HL0362'LEVEL.  DISK IS STAMPED ANTONITO NO 2 1945.
 HL0362'
 HL0362'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A CONCRETE CYLINDER
 HL0362'FLUSH WITH THE SURROUNDING SURFACE.  IT IS LOCATED 0.5 MILE
 HL0362'SW OF THE STATION, 52 FEET NW OF THE CENTER OF THE GRADED ROAD,
 HL0362'30 FEET SE OF THE SE RAIL OF THE DENVER AND RIO GRANDE WESTERN
 HL0362'RAILROAD, AND 5-1/2 FEET NE OF A 4-INCH SQUARE WHITE WITNESS
 HL0362'POST.  DISK IS STAMPED ANTONITO 1945.
 HL0362'
 HL0362'MILEPOST 281 IS A 9-1/2-INCH SQUARE WHITE WOODEN POST WHICH
 HL0362'STANDS 6.3 FEET ABOVE THE SURROUNDING SURFACE AND IS 51.4 FEET
 HL0362'NW OF THE STATION.
 HL0362'
 HL0362'HEIGHT OF LIGHT ABOVE STATION MARK - 1.2 METERS.
 HL0362
 HL0362                          STATION RECOVERY (1978)
 HL0362
 HL0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 HL0362'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE AND
 HL0362'DIRECTION TO REFERENCE MARKS CHECKED PREVIOUS DATA ADEQUATELY, ALSO
 HL0362'THE DIRECTION TO THE CATHOLIC CHURCH STEEPLE CHECKED GOOD.  STATION IS
 HL0362'REACHED FROM THE PRESENT POST OFFICE IN ANTONITO.  GO SOUTHWESTERLY ON
 HL0362'U.S. HIGHWAY 285 FOR 0.65 MILE (1.05 KM) TO JUNCTION WITH U.S. HIGHWAY
 HL0362'160 AND STATE HIGHWAY 17.  TURN LEFT AND PROCEED ON HIGHWAY 285,
 HL0362'CROSSING RAILROAD TRACKS FOR 0.05 MILE (0.08 KM) TO A SURFACED ROAD
 HL0362'RIGHT.  TURN RIGHT AND GO SOUTHWEST ON SURFACED ROAD FOR 0.15 TO
 HL0362'STATION ON THE RIGHT, BETWEEN SURFACED ROAD AND RAILROAD TRACK.
 HL0362'AZIMUTH MARK IS REACHED FROM STATION.  GO SOUTHWEST ON THE SURFACED
 HL0362'ROAD FOR 0.55 MILE (0.89 KM) TO THE MARK ON RIGHT, ALSO BETWEEN THE
 HL0362'SURFACED ROAD AND THE RAILROAD TRACK.
 HL0362' 
 HL0362'STATION IS A STANDARD DISK STAMPED--ANTONITO 1945--, SET IN TOP OF A
 HL0362'SQUARE CONCRETE MONUMENT PROJECTING 5 INCHES, 55 FEET (16.8 M)
 HL0362'NORTHWEST OF CENTER OF SURFACED ROAD, 50.7 FEET (15.5 M) SOUTHEAST OF
 HL0362'RAILROAD MILE POST 281, 35.4 FEET (10.8 M) SOUTHEAST OF SOUTHEAST RAIL
 HL0362'OF RAILROAD TRACK, 1.2 FEET (0.4 M) NORTHWEST OF A METAL WITNESS POST.
 HL0362'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--ANTONITO NO 2 1945--, SET
 HL0362'IN TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES, 70 FEET
 HL0362'(21.3 M) NORTHWEST OF THE SURFACED ROAD, 21 FEET (6.4 M) SOUTHEAST OF
 HL0362'THE TRACK.
 HL0362' 
 HL0362'AZIMUTH MARK IS A STANDARD DISK STAMPED--ANTONITO 1945--, SET IN TOP
 HL0362'OF A ROUND CONCRETE MONUMENT FLUSH WITH GROUND SURFACE, 30 FEET (9.1
 HL0362'M) SOUTHEAST OF SOUTHEAST RAIL OF RAILROAD TRACK, 45 FEET (13.7 M)
 HL0362'NORTHWEST OF CENTER OF THE SURFACED ROAD, 5.6 FEET (1.7 M) NORTHEAST
 HL0362'OF A WOOD WITNESS POST.
 HL0362
 HL0362                          STATION RECOVERY (1984)
 HL0362
 HL0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HL0362'1.2 KM (0.75 MI) SOUTH FROM ANTONITO.
 HL0362'1.0 KM (0.6 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE
 HL0362'IN ANTONITO, THENCE 0.2 KM (0.1 MI) SOUTHERLY ALONG THE DENVER AND RIO
 HL0362'GRANDE WESTEREN RAILROAD, 15.9 M (52.2 FT) NORTHWEST OF THE CENTER OF
 HL0362'A PAVED ROAD, AND 10.9 M (35.8 FT) SOUTHEAST OF THE NEAR RAIL.
 HL0362'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 HL0362'THE MARK IS 0.6 M BELOW THE TRACKS.
 HL0362
 HL0362                          STATION RECOVERY (1998)
 HL0362
 HL0362'RECOVERY NOTE BY US POWER SQUADRON 1998
 HL0362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0363 ***********************************************************************
 HL0363  DESIGNATION -  ANTONITO AZ MK
 HL0363  PID         -  HL0363
 HL0363  STATE/COUNTY-  CO/CONEJOS
 HL0363  USGS QUAD   -  ANTONITO (1967)
 HL0363
 HL0363                         *CURRENT SURVEY CONTROL
 HL0363  ___________________________________________________________________
 HL0363* NAD 83(1986)-  37 03 47.     (N)    106 01 28.     (W)     SCALED    
 HL0363* NAVD 88     -      2414.490  (meters)    7921.54   (feet)  ADJUSTED  
 HL0363  ___________________________________________________________________
 HL0363  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 HL0363  DYNAMIC HT  -        2411.242 (meters)    7910.88  (feet)  COMP
 HL0363  MODELED GRAV-     979,198.2   (mgal)                       NAVD 88
 HL0363
 HL0363  VERT ORDER  -  FIRST     CLASS II
 HL0363
 HL0363.The horizontal coordinates were scaled from a topographic map and have
 HL0363.an estimated accuracy of +/- 6 seconds.
 HL0363
 HL0363.The orthometric height was determined by differential leveling
 HL0363.and adjusted by the National Geodetic Survey in June 1991..
 HL0363
 HL0363.The geoid height was determined by GEOID03.
 HL0363
 HL0363.The dynamic height is computed by dividing the NAVD 88
 HL0363.geopotential number by the normal gravity value computed on the
 HL0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0363.degrees latitude (g = 980.6199 gals.).
 HL0363
 HL0363.The modeled gravity was interpolated from observed gravity values.
 HL0363
 HL0363;                    North         East    Units  Estimated Accuracy
 HL0363;SPC CO S     -   348,930.      867,760.      MT  (+/- 180 meters Scaled)
 HL0363
 HL0363                          SUPERSEDED SURVEY CONTROL
 HL0363
 HL0363.No superseded survey control is available for this station.
 HL0363
 HL0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB089023(NAD 83)
 HL0363_MARKER: DZ = AZIMUTH MARK DISK
 HL0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0363_SP_SET: CONCRETE POST
 HL0363_STAMPING: ANTONITO 1945
 HL0363_MARK LOGO: CGS   
 HL0363_PROJECTION: PROJECTING 5 CENTIMETERS
 HL0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0363+STABILITY: SURFACE MOTION
 HL0363
 HL0363  HISTORY     - Date     Condition        Report By
 HL0363  HISTORY     - 1945     MONUMENTED       CGS
 HL0363  HISTORY     - 1984     GOOD             NGS
 HL0363
 HL0363                          STATION DESCRIPTION
 HL0363
 HL0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HL0363'2.1 KM (1.3 MI) SW FROM ANTONITO.
 HL0363'1.0 KM (0.6 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE
 HL0363'IN ANTONITO, THENCE 1.1 KM (0.7 MI) SOUTHWEST ALONG THE DENVER AND RIO
 HL0363'GRANDE WESTEREN RAILROAD, 0.7 KM (0.45 MI) NORTHEAST OF MILEPOST 282,
 HL0363'15.9 M (52.2 FT) NORTHWEST OF THE CENTER OF A PAVED ROAD, AND 9.2 M
 HL0363'(30.2 FT) SOUTHEAST OF THE NEAR RAIL.
 HL0363'THE MARK IS 1.4 METERS  NE FROM  A WITNESS POST
 HL0363'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0080 ***********************************************************************
 HL0080  DESIGNATION -  ANTONITO BM
 HL0080  PID         -  HL0080
 HL0080  STATE/COUNTY-  CO/CONEJOS
 HL0080  USGS QUAD   -  ANTONITO (1967)
 HL0080
 HL0080                         *CURRENT SURVEY CONTROL
 HL0080  ___________________________________________________________________
 HL0080* NAD 83(1986)-  37 04 30.     (N)    106 00 31.     (W)     SCALED    
 HL0080* NAVD 88     -      2404.506  (meters)    7888.78   (feet)  ADJUSTED  
 HL0080  ___________________________________________________________________
 HL0080  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 HL0080  DYNAMIC HT  -        2401.285 (meters)    7878.22  (feet)  COMP
 HL0080  MODELED GRAV-     979,204.4   (mgal)                       NAVD 88
 HL0080
 HL0080  VERT ORDER  -  FIRST     CLASS II
 HL0080
 HL0080.The horizontal coordinates were scaled from a topographic map and have
 HL0080.an estimated accuracy of +/- 6 seconds.
 HL0080
 HL0080.The orthometric height was determined by differential leveling
 HL0080.and adjusted by the National Geodetic Survey in June 1991..
 HL0080
 HL0080.The geoid height was determined by GEOID03.
 HL0080
 HL0080.The dynamic height is computed by dividing the NAVD 88
 HL0080.geopotential number by the normal gravity value computed on the
 HL0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0080.degrees latitude (g = 980.6199 gals.).
 HL0080
 HL0080.The modeled gravity was interpolated from observed gravity values.
 HL0080
 HL0080;                    North         East    Units  Estimated Accuracy
 HL0080;SPC CO S     -   350,240.      869,170.      MT  (+/- 180 meters Scaled)
 HL0080
 HL0080                          SUPERSEDED SURVEY CONTROL
 HL0080
 HL0080.No superseded survey control is available for this station.
 HL0080
 HL0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB103036(NAD 83)
 HL0080_MARKER: DB = BENCH MARK DISK
 HL0080_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HL0080_STAMPING: 7884.689 ANTONITO 1933
 HL0080_MARK LOGO: CGS   
 HL0080_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0080+STABILITY: POSITION/ELEVATION WELL
 HL0080
 HL0080  HISTORY     - Date     Condition        Report By
 HL0080  HISTORY     - 1933     MONUMENTED       CGS
 HL0080  HISTORY     - 1984     GOOD             NGS
 HL0080
 HL0080                          STATION DESCRIPTION
 HL0080
 HL0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HL0080'IN ANTONITO.
 HL0080'AT ANTONITO, CONEJOS COUNTY, ON THE MAIN STREET, AT THE SOUTHWEST
 HL0080'CORNER OF A STREET INTERSECTION, IN THE EAST FACE OF THE F.A. MCCUNNIF
 HL0080'BUILDING, IN THE FIRST WALL FROM THE NORTH END, AT THE SOUTH BRICK
 HL0080'WALL OF THE DRUG STORE, AND ABOUT 6 INCHES HIGHER THAN THE WALK. A
 HL0080'STANDARD DISK, STAMPED 7884.689 ANTONITO 1933 AND SET VERTICALLY.
 HL0080
 HL0080                          STATION RECOVERY (1984)
 HL0080
 HL0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HL0080'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN ANTONITO,
 HL0080'AT 313 MAIN STREET, SET VERTICALLY IN THE EAST FACE OF THE F.A.
 HL0080'MCCUNNIF BUILDING, 5.3 M (17.4 FT) SOUTH OF THE CENTER OF THE ENTRANCE
 HL0080'TO THE PEOPLES DRUG STORE, AND 1.0 M (3.3 FT) NORTH OF THE NORTH
 HL0080'ENTRANCE TO A DOCTORS OFFICE.
 HL0080'THE MARK IS 0.2 M ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0487 ***********************************************************************
 HL0487  DESIGNATION -  ANTONITO CATHOLIC CHURCH SPIRE
 HL0487  PID         -  HL0487
 HL0487  STATE/COUNTY-  CO/CONEJOS
 HL0487  USGS QUAD   -  ANTONITO (1967)
 HL0487
 HL0487                         *CURRENT SURVEY CONTROL
 HL0487  ___________________________________________________________________
 HL0487* NAD 83(1992)-  37 04 46.19848(N)    106 00 41.57593(W)     ADJUSTED  
 HL0487* NAVD 88     -                                                        
 HL0487  ___________________________________________________________________
 HL0487  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 HL0487  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 HL0487
 HL0487  HORZ ORDER  -  THIRD
 HL0487
 HL0487.The horizontal coordinates were established by classical geodetic methods
 HL0487.and adjusted by the National Geodetic Survey in December 1993..
 HL0487
 HL0487
 HL0487.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0487
 HL0487.The geoid height was determined by GEOID03.
 HL0487
 HL0487;                    North         East     Units Scale Factor Converg.
 HL0487;SPC CO S     -   350,743.392   868,914.254   MT  1.00003148   -0 18 49.6
 HL0487;SPC CO S     - 1,150,730.61  2,850,762.85   sFT  1.00003148   -0 18 49.6
 HL0487;SPC NM C     -   674,318.549   521,200.713   MT  0.99990554   +0 08 37.6
 HL0487;SPC NM C     - 2,212,326.77  1,709,972.67   sFT  0.99990554   +0 08 37.6
 HL0487;UTM  13      - 4,104,170.135   410,088.862   MT  0.99969958   -0 36 35.7
 HL0487
 HL0487                          SUPERSEDED SURVEY CONTROL
 HL0487
 HL0487  NAD 83(1992)-  37 04 46.19898(N)    106 00 41.57572(W) AD(       ) 4
 HL0487  NAD 83(1986)-  37 04 46.20169(N)    106 00 41.58401(W) AD(       ) 4
 HL0487  NAD 27      -  37 04 46.16100(N)    106 00 39.50700(W) AD(       ) 3
 HL0487
 HL0487.Superseded values are not recommended for survey control.
 HL0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0487.See file dsdata.txt to determine how the superseded data were derived.
 HL0487
 HL0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB1008904170(NAD 83)
 HL0487_MARKER: 90 = CHURCH SPIRE
 HL0487
 HL0487  HISTORY     - Date     Condition        Report By
 HL0487  HISTORY     - 1945     FIRST OBSERVED   CGS
 HL0487  HISTORY     - 19980614 GOOD             USPSQD
 HL0487
 HL0487                          STATION DESCRIPTION
 HL0487
 HL0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 HL0487'THE SPIRE OF THE CHURCH OF ST. AUGUSTINE IN ANTONITO.  THE
 HL0487'CHURCH IS A RED BRICK BUILDING WHICH FORMS AN L WITH A GREY,
 HL0487'BRICK TWO-STORY BUILDING.  THIS GREY BUILDING, THE S WING,
 HL0487'IS A MONASTERY HOUSING THE THEATINE FATHERS.  THE BUILDING
 HL0487'IS 2 BLOCKS (0.15 MILE) W OF U.S. HIGHWAY 285 WHICH IS THE
 HL0487'MAIN STREET OF THE TOWN AND 0.2 MILE N OF BUSINESS DISTRICT.
 HL0487'IT IS SITUATED IN THE NW CORNER OF A STREET INTERSECTION,
 HL0487'ABOUT 100 YARDS NW OF PUBLIC SCHOOL BUILDINGS.
 HL0487'
 HL0487'THE SPIRE IS ON THE E END OF THE E WING, DIRECTLY OVER THE
 HL0487'ENTRANCE TO THE CHURCH, AND HAS A RED ROOF SURMOUNTED BY A
 HL0487'WHITE CROSS.  THE CROSS OVER THE CENTER OF THE SPIRE WAS THE
 HL0487'OBJECT OBSERVED.
 HL0487
 HL0487                          STATION RECOVERY (1998)
 HL0487
 HL0487'RECOVERY NOTE BY US POWER SQUADRON 1998
 HL0487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0486 ***********************************************************************
 HL0486  DESIGNATION -  ANTONITO PRESB CHURCH SPIRE
 HL0486  PID         -  HL0486
 HL0486  STATE/COUNTY-  CO/CONEJOS
 HL0486  USGS QUAD   -  ANTONITO (1967)
 HL0486
 HL0486                         *CURRENT SURVEY CONTROL
 HL0486  ___________________________________________________________________
 HL0486* NAD 83(1992)-  37 04 44.10242(N)    106 00 32.26924(W)     ADJUSTED  
 HL0486* NAVD 88     -                                                        
 HL0486  ___________________________________________________________________
 HL0486  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 HL0486  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 HL0486
 HL0486  HORZ ORDER  -  THIRD
 HL0486
 HL0486.The horizontal coordinates were established by classical geodetic methods
 HL0486.and adjusted by the National Geodetic Survey in December 1993..
 HL0486
 HL0486
 HL0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0486
 HL0486.The geoid height was determined by GEOID03.
 HL0486
 HL0486;                    North         East     Units Scale Factor Converg.
 HL0486;SPC CO S     -   350,677.519   869,143.778   MT  1.00003161   -0 18 43.9
 HL0486;SPC CO S     - 1,150,514.49  2,851,515.88   sFT  1.00003161   -0 18 43.9
 HL0486;SPC NM C     -   674,254.519   521,430.726   MT  0.99990566   +0 08 43.2
 HL0486;SPC NM C     - 2,212,116.70  1,710,727.31   sFT  0.99990566   +0 08 43.2
 HL0486;UTM  13      - 4,104,103.098   410,317.967   MT  0.99969908   -0 36 30.1
 HL0486
 HL0486                          SUPERSEDED SURVEY CONTROL
 HL0486
 HL0486  NAD 83(1992)-  37 04 44.10305(N)    106 00 32.26986(W) AD(       ) 4
 HL0486  NAD 83(1986)-  37 04 44.10541(N)    106 00 32.27614(W) AD(       ) 4
 HL0486  NAD 27      -  37 04 44.06000(N)    106 00 30.18900(W) AD(       ) 3
 HL0486
 HL0486.Superseded values are not recommended for survey control.
 HL0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0486.See file dsdata.txt to determine how the superseded data were derived.
 HL0486
 HL0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB1031804103(NAD 83)
 HL0486_MARKER: 90 = CHURCH SPIRE
 HL0486
 HL0486  HISTORY     - Date     Condition        Report By
 HL0486  HISTORY     - 1935     FIRST OBSERVED   CGS
 HL0486
 HL0486                          STATION DESCRIPTION
 HL0486
 HL0486'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8083 ***********************************************************************
 AB8083  SACS        -  This is a Secondary Airport Control Station.
 AB8083  DESIGNATION -  AP 1963 STA A
 AB8083  PID         -  AB8083
 AB8083  STATE/COUNTY-  CO/PUEBLO
 AB8083  USGS QUAD   -  DEVINE (1974)
 AB8083
 AB8083                         *CURRENT SURVEY CONTROL
 AB8083  ___________________________________________________________________
 AB8083* NAD 83(1992)-  38 17 17.65769(N)    104 28 49.61473(W)     ADJUSTED  
 AB8083* NAVD 88     -      1417.20   (meters)    4649.6    (feet)  GPS OBS   
 AB8083  ___________________________________________________________________
 AB8083  X           -  -1,253,690.126 (meters)                     COMP
 AB8083  Y           -  -4,854,493.178 (meters)                     COMP
 AB8083  Z           -   3,931,472.068 (meters)                     COMP
 AB8083  LAPLACE CORR-          -5.85  (seconds)                    DEFLEC99
 AB8083  ELLIP HEIGHT-        1397.58  (meters)          (10/21/02) GPS OBS
 AB8083  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 AB8083
 AB8083  HORZ ORDER  -  FIRST
 AB8083  ELLP ORDER  -  FIFTH     CLASS I
 AB8083
 AB8083.This mark is at Pueblo Mem Airport (PUB)
 AB8083
 AB8083.The horizontal coordinates were established by GPS observations
 AB8083.and adjusted by the National Geodetic Survey in June 2000..
 AB8083
 AB8083.The orthometric height was determined by GPS observations and a
 AB8083.high-resolution geoid model.
 AB8083
 AB8083.GPS derived orthometric heights for airport stations designated as
 AB8083.PACS or SACS are published to 2 decimal places.  This maintains
 AB8083.centimeter relative accuracy between the PACS and SACS.  It does
 AB8083.not indicate centimeter accuracy relative to other marks which are
 AB8083.part of the NAVD 88 network.
 AB8083
 AB8083.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8083
 AB8083.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8083
 AB8083.The ellipsoidal height was determined by GPS observations
 AB8083.and is referenced to NAD 83.
 AB8083
 AB8083.The geoid height was determined by GEOID03.
 AB8083
 AB8083;                    North         East     Units Scale Factor Converg.
 AB8083;SPC CO S     -   485,259.743 1,003,596.060   MT  0.99997674   +0 37 31.3
 AB8083;SPC CO S     - 1,592,056.34  3,292,631.41   sFT  0.99997674   +0 37 31.3
 AB8083;UTM  13      - 4,237,924.085   545,436.258   MT  0.99962542   +0 19 18.9
 AB8083
 AB8083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8083!SPC CO S     -   0.99978076  x   0.99997674  =   0.99975750
 AB8083!UTM  13      -   0.99978076  x   0.99962542  =   0.99940626
 AB8083
 AB8083                          SUPERSEDED SURVEY CONTROL
 AB8083
 AB8083  ELLIP H (06/30/00) 1397.60   (m)                       GP(       ) 1 1
 AB8083
 AB8083.Superseded values are not recommended for survey control.
 AB8083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8083.See file dsdata.txt to determine how the superseded data were derived.
 AB8083
 AB8083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC4543637924(NAD 83)
 AB8083_MARKER: DD = SURVEY DISK
 AB8083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8083_STAMPING: AP 1963 STA A
 AB8083_MARK LOGO: CGS   
 AB8083_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8083+STABILITY: SURFACE MOTION
 AB8083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8083+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 AB8083
 AB8083  HISTORY     - Date     Condition        Report By
 AB8083  HISTORY     - 1963     MONUMENTED       CGS
 AB8083  HISTORY     - 19910615 GOOD             NGS
 AB8083  HISTORY     - 19990527 GOOD             MSAM
 AB8083
 AB8083                          STATION DESCRIPTION
 AB8083
 AB8083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AB8083'THE STATION IS LOCATED ALONG THE NORTH SIDE OF RWY 26R ABOUT 2000 FT
 AB8083'(609.6 M) WEST OF THE CL END OF RWY 26R.  IT IS 75.8 FT (23.1 M) N OF
 AB8083'THE 4TH RUNWAY LIGHT E OF THE RUNWAY 30 INTERSECTION, 202.1 FT (61.6
 AB8083'M) NE OF THE THIRD RUNWAY LIGHT E OF THE RUNWAY 30 INTERSECTION, AND
 AB8083'ON RANGE WITH THE EAST EDGE OF THE EASTERMOST TAXIWAY LEADING TO
 AB8083'RUNWAY 26R.  IT IS A STANDARD TOPO DISK SET IN THE TOP OF A CONCRETE
 AB8083'POST FLUSH WITH THE GROUND AND STAMPED AP 1963 STA A.
 AB8083
 AB8083                          STATION RECOVERY (1999)
 AB8083
 AB8083'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AB8083'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC.  1999 (KCH) THE
 AB8083'STATION IS LOCATED ABOUT 65 KM (40.40 MI) SOUTH-SOUTHEAST OF COLORADO
 AB8083'SPRINGS AND 10 KM (6.20 MI) EAST-NORTHEAST OF PUEBLO, AT THE PUEBLO
 AB8083'MEMORIAL AIRPORT.  IT IS NEAR THE EAST END AND NORTH OF RUNWAY
 AB8083'80L-26R, IN THE SOUTHWEST QUARTER OF SECTION 19, T 20 S, R 63 W.  THE
 AB8083'AIRPORT IS CONTROLLED.  THE USE OF THIS STATION REQUIRES AN ESCORT. TO
 AB8083'SCHEDULE AN ESCORT CONTACT THE AIRPORT SUPERINDENDENT MR ED CHAMBERLIN
 AB8083'AT 31201 BRYAN CIRCLE, PUEBLO, COLORADO, TELEPHONE 719-948-3355.
 AB8083'OWNERSHIP--CITY OF PUEBLO
 AB8083'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 50, STATE
 AB8083'HIGHWAY 47 AND STATE HIGHWAY 96, IN THE EAST SECTION OF PUEBLO, GO
 AB8083'EAST ON HIGHWAY 50 FOR 3.0 MI (4.8 KM) TO THE PUEBLO MEMORIAL AIRPORT
 AB8083'EXIT, EXIT RIGHT TO PAUL HARVEY BOULEVARD.  TURN LEFT, NORTH, ON PAUL
 AB8083'HARVEY BOULEVARD FOR 0.2 MI (0.3 KM) TO A FORK IN THE ROAD, KEEP
 AB8083'RIGHT, EAST ON WILLIAM M WHITE BOULEVARD FOR 0.65 MI (1.05 KM) TO A
 AB8083'ROAD LEFT.  TURN LEFT, NORTH, ON KEELER PARKWAY FOR 0.3 MI (0.5 KM) TO
 AB8083'A ROAD LEFT.  TURN LEFT, WEST, ON MAGNUSON FOR 0.1 MI (0.2 KM) TO A
 AB8083'ROAD RIGHT.  TURN RIGHT, NORTH, FOR ABOUT 60 M (196.8 FT) TO AIRPORT
 AB8083'GATE 15.  YOUR ESCORT WILL OPEN THE GATE, PROCEED NORTH, ACROSS THE
 AB8083'APRON FOR 0.2 MI (0.3 KM) TO A TAXIWAY.  TURN RIGHT, EAST, ON THE
 AB8083'TAXIWAY FOR 0.5 MI (0.8 KM) TO TAXIWAY K.  VEER LEFT, NORTHEAST, ON
 AB8083'TAXIWAY K FOR 0.4 MI (0.6 KM) TO TAXIWAY L ON THE LEFT.  TURN LEFT,
 AB8083'NORTH, ON TAXIWAY L AND ACROSS RUNWAY 80L-26R FOR 0.15 MI (0.24 KM) TO
 AB8083'THE STATION ON THE LEFT
 AB8083'THE MARK IS A NGS BRASS DISK SET IN THE TOP OF A 18CM SQUARE CONCRETE
 AB8083'POST FLUSH WITH THE GROUND.  IT IS 61.6 M (202.1 FT) NORTHEAST OF THE
 AB8083'THIRD RUNWAY LIGHT EAST OF THE RUNWAY 30 INTERSECTION, 23.1 M (75.8
 AB8083'FT) NORTH OF THE NORTH EDGE OF RUNWAY 80L-26R AND 20.3 M (66.6 FT)
 AB8083'NORTHWEST OF THE FOURTH RUNWAY LIGHT EAST OF THE RUNWAY 30
 AB8083'INTERSECTION.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AB8083'CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8069 ***********************************************************************
 AB8069  SACS        -  This is a Secondary Airport Control Station.
 AB8069  DESIGNATION -  AP 1973 STA A HDN
 AB8069  PID         -  AB8069
 AB8069  STATE/COUNTY-  CO/ROUTT
 AB8069  USGS QUAD   -  MOUNT HARRIS (1971)
 AB8069
 AB8069                         *CURRENT SURVEY CONTROL
 AB8069  ___________________________________________________________________
 AB8069* NAD 83(1992)-  40 29 06.57031(N)    107 13 51.88561(W)     ADJUSTED  
 AB8069* NAVD 88     -      2006.11   (meters)    6581.7    (feet)  GPS OBS   
 AB8069  ___________________________________________________________________
 AB8069  X           -  -1,439,487.624 (meters)                     COMP
 AB8069  Y           -  -4,641,319.203 (meters)                     COMP
 AB8069  Z           -   4,120,400.090 (meters)                     COMP
 AB8069  LAPLACE CORR-           6.11  (seconds)                    DEFLEC99
 AB8069  ELLIP HEIGHT-        1992.36  (meters)          (10/21/02) GPS OBS
 AB8069  GEOID HEIGHT-         -13.80  (meters)                     GEOID03
 AB8069
 AB8069  HORZ ORDER  -  FIRST
 AB8069  ELLP ORDER  -  FIFTH     CLASS I
 AB8069
 AB8069.This mark is at Yampa Valley Airport (HDN)
 AB8069
 AB8069.The horizontal coordinates were established by GPS observations
 AB8069.and adjusted by the National Geodetic Survey in June 2000..
 AB8069
 AB8069.The orthometric height was determined by GPS observations and a
 AB8069.high-resolution geoid model.
 AB8069
 AB8069.GPS derived orthometric heights for airport stations designated as
 AB8069.PACS or SACS are published to 2 decimal places.  This maintains
 AB8069.centimeter relative accuracy between the PACS and SACS.  It does
 AB8069.not indicate centimeter accuracy relative to other marks which are
 AB8069.part of the NAVD 88 network.
 AB8069
 AB8069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8069
 AB8069.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8069
 AB8069.The ellipsoidal height was determined by GPS observations
 AB8069.and is referenced to NAD 83.
 AB8069
 AB8069.The geoid height was determined by GEOID03.
 AB8069
 AB8069;                    North         East     Units Scale Factor Converg.
 AB8069;SPC CO N     -   434,122.479   767,644.202   MT  0.99996519   -1 07 06.6
 AB8069;SPC CO N     - 1,424,283.50  2,518,512.69   sFT  0.99996519   -1 07 06.6
 AB8069;UTM  13      - 4,483,998.320   310,902.790   MT  1.00004017   -1 26 56.3
 AB8069
 AB8069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8069!SPC CO N     -   0.99968756  x   0.99996519  =   0.99965276
 AB8069!UTM  13      -   0.99968756  x   1.00004017  =   0.99972771
 AB8069
 AB8069                          SUPERSEDED SURVEY CONTROL
 AB8069
 AB8069  ELLIP H (06/30/00) 1992.37   (m)                       GP(       ) 1 1
 AB8069
 AB8069.Superseded values are not recommended for survey control.
 AB8069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8069.See file dsdata.txt to determine how the superseded data were derived.
 AB8069
 AB8069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE1090383998(NAD 83)
 AB8069_MARKER: DD = SURVEY DISK
 AB8069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8069_STAMPING: AP 1973 STA A HDN
 AB8069_MARK LOGO: CGS   
 AB8069_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8069+STABILITY: SURFACE MOTION
 AB8069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8069+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1999
 AB8069
 AB8069  HISTORY     - Date     Condition        Report By
 AB8069  HISTORY     - 1973     MONUMENTED       CGS
 AB8069  HISTORY     - 19880615 GOOD             NGS
 AB8069  HISTORY     - 19990519 GOOD             MSAM
 AB8069
 AB8069                          STATION DESCRIPTION
 AB8069
 AB8069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AB8069'THIS STATION IS LOCATED AT THE YAMPA VALLEY AIRPORT.  IT IS A STANDARD
 AB8069'TOPO DISK STAMPED AP 1973 STA A HDN.  SET IN A CONCRETE POST ABOUT 0.3
 AB8069'BELOW THE SURFACE OF THE GROUND.
 AB8069
 AB8069                          STATION RECOVERY (1999)
 AB8069
 AB8069'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AB8069'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC.  1999 (KCH) THE
 AB8069'STATION IS LOCATED ABOUT 33 KM (20.50 MI) SOUTHWEST OF STEAMBOAT
 AB8069'SPRINGS AND 4 KM (2.50 MI) SOUTHEAST OF HAYDEN, AT THE YAMPA VALLEY
 AB8069'REGIONAL AIRPORT.  IT IS NEAR THE WEST END, AND SOUTH OF RUNWAY 10-28,
 AB8069'IN THE NORTHWEST QUARTER OF SECTION 14, T 6 N, R 88 W.  THE AIRPORT IS
 AB8069'NOT CONTROLLED.  USE OF THIS MARK REQUIRES AN ESCORT.  TO SCHEDULE AN
 AB8069'ESCORT CONTACTED THE AIRPORT MANAGER MR BERT VER HAAR, POST OFFICE BOX
 AB8069'1063 HAYDEN COLORADO 81639 TELEPHONE 970-276-3669. OWNERSHIP--ROUTT
 AB8069'COUNTY
 AB8069'TO REACH THE STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY 40
 AB8069'(JEFFERSON AVENUE) AND POPLAR STREET IN HAYDEN, GO EAST ON HIGHWAY 40
 AB8069'FOR 3.3 MI (5.3 KM) TO A ROAD RIGHT.  TURN RIGHT, SOUTH, ON COUNTY
 AB8069'ROAD 51 FOR 1.2 MI (1.9 KM) TO A ROAD RIGHT.  TURN RIGHT, WEST, ON
 AB8069'COUNTY ROAD 51A FOR 1.4 MI (2.3 KM) TO THE AIRPORT ENTRANCE ON THE
 AB8069'LEFT.  TURN LEFT, SOUTH, THROUGH THE PARKING LOT ON THE WEST SIDE OF
 AB8069'THE TERIMINAL FOR 0.05 MI (0.08 KM) TO AN ELECTRIC GATE (AIRPORT GATE
 AB8069'1) .  PASS THROUGH THE GATE WITH THE ESCORT, GO SOUTH ACROSS THE RAMP,
 AB8069'ACROSS TAXIWAY A, ON TAXIWAY A6 FOR 0.15 MI (0.24 KM) TO RUNWAY 10-28.
 AB8069'TURN RIGHT, WEST, ON RUNWAY 10-28 FOR 0.4 MI (0.6 KM) TO THE STATION
 AB8069'ON THE LEFT
 AB8069'THE MARK IS A NOS BRASS DISK SET IN A CONCRETE POST FLUSH WITH THE
 AB8069'GROUND.  IT IS 30.6 M (100.4 FT) SOUTH-SOUTHWEST OF THE SOUTHERLY EDGE
 AB8069'OF RUNWAY 10-28, 37.7 M (123.7 FT) SOUTHWEST OF A RUNWAY LIGHT AND 43
 AB8069'M (141.1 FT) SOUTHEAST OF A RUNWAY LIGHT.  THIS STATION IS DESIGNATED
 AB8069'AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8070 ***********************************************************************
 AB8070  SACS        -  This is a Secondary Airport Control Station.
 AB8070  DESIGNATION -  AP 1973 STA B HDN
 AB8070  PID         -  AB8070
 AB8070  STATE/COUNTY-  CO/ROUTT
 AB8070  USGS QUAD   -  MOUNT HARRIS (1971)
 AB8070
 AB8070                         *CURRENT SURVEY CONTROL
 AB8070  ___________________________________________________________________
 AB8070* NAD 83(1992)-  40 28 38.74829(N)    107 12 28.99454(W)     ADJUSTED  
 AB8070* NAVD 88     -      2011.22   (meters)    6598.5    (feet)  GPS OBS   
 AB8070  ___________________________________________________________________
 AB8070  X           -  -1,437,788.354 (meters)                     COMP
 AB8070  Y           -  -4,642,433.436 (meters)                     COMP
 AB8070  Z           -   4,119,750.497 (meters)                     COMP
 AB8070  LAPLACE CORR-           6.31  (seconds)                    DEFLEC99
 AB8070  ELLIP HEIGHT-        1997.54  (meters)          (10/21/02) GPS OBS
 AB8070  GEOID HEIGHT-         -13.73  (meters)                     GEOID03
 AB8070
 AB8070  HORZ ORDER  -  FIRST
 AB8070  ELLP ORDER  -  FIFTH     CLASS I
 AB8070
 AB8070.This mark is at Yampa Valley Airport (HDN)
 AB8070
 AB8070.The horizontal coordinates were established by GPS observations
 AB8070.and adjusted by the National Geodetic Survey in June 2000..
 AB8070
 AB8070.The orthometric height was determined by GPS observations and a
 AB8070.high-resolution geoid model.
 AB8070
 AB8070.GPS derived orthometric heights for airport stations designated as
 AB8070.PACS or SACS are published to 2 decimal places.  This maintains
 AB8070.centimeter relative accuracy between the PACS and SACS.  It does
 AB8070.not indicate centimeter accuracy relative to other marks which are
 AB8070.part of the NAVD 88 network.
 AB8070
 AB8070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8070
 AB8070.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8070
 AB8070.The ellipsoidal height was determined by GPS observations
 AB8070.and is referenced to NAD 83.
 AB8070
 AB8070.The geoid height was determined by GEOID03.
 AB8070
 AB8070;                    North         East     Units Scale Factor Converg.
 AB8070;SPC CO N     -   433,226.630   769,579.472   MT  0.99996465   -1 06 13.1
 AB8070;SPC CO N     - 1,421,344.37  2,524,861.98   sFT  0.99996465   -1 06 13.1
 AB8070;UTM  13      - 4,483,091.265   312,832.999   MT  1.00003123   -1 26 01.6
 AB8070
 AB8070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8070!SPC CO N     -   0.99968674  x   0.99996465  =   0.99965141
 AB8070!UTM  13      -   0.99968674  x   1.00003123  =   0.99971797
 AB8070
 AB8070                          SUPERSEDED SURVEY CONTROL
 AB8070
 AB8070  ELLIP H (06/30/00) 1997.54   (m)                       GP(       ) 1 1
 AB8070
 AB8070.Superseded values are not recommended for survey control.
 AB8070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8070.See file dsdata.txt to determine how the superseded data were derived.
 AB8070
 AB8070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE1283383091(NAD 83)
 AB8070_MARKER: DD = SURVEY DISK
 AB8070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8070_STAMPING: AP 1973 STA B HDN
 AB8070_MARK LOGO: CGS   
 AB8070_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8070+STABILITY: SURFACE MOTION
 AB8070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8070+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1999
 AB8070
 AB8070  HISTORY     - Date     Condition        Report By
 AB8070  HISTORY     - 1973     MONUMENTED       CGS
 AB8070  HISTORY     - 19880615 GOOD             NGS
 AB8070  HISTORY     - 19990519 GOOD             MSAM
 AB8070
 AB8070                          STATION DESCRIPTION
 AB8070
 AB8070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 AB8070'THIS STATION IS LOCATED AT THE YAMPA VALLEY AIRPORT.  IT IS A STANDARD
 AB8070'TOPO DISK STAMPED AP 1973 STA B HDN.  IT IS MOUNTED IN A CONCRETE POST
 AB8070'ABOUT 0.2 FT (6.1 CM) ABOVE THE GROUND.  NEAR THE OLD RUNWAY END 28.
 AB8070
 AB8070                          STATION RECOVERY (1999)
 AB8070
 AB8070'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AB8070'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC.  1999 (KCH) THE
 AB8070'STATION IS LOCATED ABOUT 33 KM (20.50 MI) SOUTHWEST OF STEAMBOAT
 AB8070'SPRINGS AND 4 KM (2.50 MI) SOUTHEAST OF HAYDEN, AT THE YAMPA VALLEY
 AB8070'REGIONAL AIRPORT.  IT IS NEAR THE EAST END AND SOUTH OF RUNWAY 10-28,
 AB8070'IN THE NORTHWEST QUARTER OF SECTION 13, T 6 N, R 88 W.  THE AIRPORT IS
 AB8070'NOT CONTROLLED.  USE OF THIS MARK REQUIRES AN ESCORT.  TO SCHEDULE AN
 AB8070'ESCORT CONTACTED THE AIRPORT MANAGER MR BERT VER HAAR, POST OFFICE BOX
 AB8070'1063 HAYDEN COLORADO 81639 TELEPHONE 970-276-3669. OWNERSHIP--ROUTT
 AB8070'COUNTY
 AB8070'TO REACH THE STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY 40
 AB8070'(JEFFERSON AVENUE) AND POPLAR STREET IN HAYDEN, GO EAST ON HIGHWAY 40
 AB8070'FOR 3.3 MI (5.3 KM) TO A ROAD RIGHT.  TURN RIGHT, SOUTH, ON COUNTY
 AB8070'ROAD 51 FOR 1.2 MI (1.9 KM) TO A ROAD RIGHT.  TURN RIGHT, WEST, ON
 AB8070'COUNTY ROAD 51A FOR 1.4 MI (2.3 KM) TO THE AIRPORT ENTRANCE ON THE
 AB8070'LEFT.  TURN LEFT, SOUTH, THROUGH THE PARKING LOT ON THE WEST SIDE OF
 AB8070'THE TERIMINAL FOR 0.05 MI (0.08 KM) TO AN ELECTRIC GATE (AIRPORT GATE
 AB8070'1) .  PASS THROUGH THE GATE WITH THE ESCORT, GO SOUTH ACROSS THE RAMP,
 AB8070'ACROSS TAXIWAY A, ON TAXIWAY A6 FOR 0.15 MI (0.24 KM) TO RUNWAY 10-28.
 AB8070'TURN LEFT, EAST, ON RUNWAY 10-28 FOR 0.9 MI (1.4 KM) TO THE STATION ON
 AB8070'THE RIGHT
 AB8070'THE MARK IS A NOS BRASS DISK SET IN A SQUARE CONCRETE POST FLUSH WITH
 AB8070'THE GROUND.  IT IS 30.3 M (99.4 FT) SOUTH-SOUTHWEST OF THE SOUTHERLY
 AB8070'EDGE OF RUNWAY 10-28, 27.8 M (91.2 FT) SOUTH-SOUTHWEST OF A RUNWAY
 AB8070'LIGHT AND 70.8 M (232.3 FT) WEST-SOUTHWEST OF A RUNWAY LIGHT.  THIS
 AB8070'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0354 ***********************************************************************
 HK0354  DESIGNATION -  AP STA A
 HK0354  PID         -  HK0354
 HK0354  STATE/COUNTY-  CO/ALAMOSA
 HK0354  USGS QUAD   -  ALAMOSA EAST (1966)
 HK0354
 HK0354                         *CURRENT SURVEY CONTROL
 HK0354  ___________________________________________________________________
 HK0354* NAD 83(1986)-  37 26 39.     (N)    105 51 41.     (W)     SCALED    
 HK0354* NAVD 88     -      2297.528  (meters)    7537.81   (feet)  ADJUSTED  
 HK0354  ___________________________________________________________________
 HK0354  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 HK0354  DYNAMIC HT  -        2294.508 (meters)    7527.90  (feet)  COMP
 HK0354  MODELED GRAV-     979,233.6   (mgal)                       NAVD 88
 HK0354
 HK0354  VERT ORDER  -  SECOND    CLASS 0
 HK0354
 HK0354.This mark is at San Luis Valley Regional/bergman Fld Airport (ALS)
 HK0354
 HK0354.The horizontal coordinates were scaled from a topographic map and have
 HK0354.an estimated accuracy of +/- 6 seconds.
 HK0354
 HK0354.The orthometric height was determined by differential leveling
 HK0354.and adjusted by the National Geodetic Survey in June 1991..
 HK0354
 HK0354.The geoid height was determined by GEOID03.
 HK0354
 HK0354.The dynamic height is computed by dividing the NAVD 88
 HK0354.geopotential number by the normal gravity value computed on the
 HK0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0354.degrees latitude (g = 980.6199 gals.).
 HK0354
 HK0354.The modeled gravity was interpolated from observed gravity values.
 HK0354
 HK0354;                    North         East    Units  Estimated Accuracy
 HK0354;SPC CO S     -   391,150.      882,420.      MT  (+/- 180 meters Scaled)
 HK0354
 HK0354                          SUPERSEDED SURVEY CONTROL
 HK0354
 HK0354  NGVD 29 (??/??/92) 2296.332  (m)         7533.88   (f) ADJ UNCH    2 0
 HK0354
 HK0354.Superseded values are not recommended for survey control.
 HK0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0354.See file dsdata.txt to determine how the superseded data were derived.
 HK0354
 HK0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB238444(NAD 83)
 HK0354_MARKER: DT = TOPOGRAPHIC STATION DISK
 HK0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0354_STAMPING: AP 1964 STA A
 HK0354_MARK LOGO: CGS   
 HK0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0354+STABILITY: SURFACE MOTION
 HK0354
 HK0354  HISTORY     - Date     Condition        Report By
 HK0354  HISTORY     - 1964     MONUMENTED       CGS
 HK0354  HISTORY     - 1969     MARK NOT FOUND   NGS
 HK0354  HISTORY     - 1984     GOOD             NGS
 HK0354  HISTORY     - 20040925 MARK NOT FOUND   GEOCAC
 HK0354
 HK0354                          STATION DESCRIPTION
 HK0354
 HK0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 HK0354'1.5 MI S FROM ALAMOSA.
 HK0354'ORIGINAL DESCRIPTION-THE STATION IS LOCATED NEAR TO THE NORTH END
 HK0354'OF RW 2-20, APPROXIMATELY 800 FEET EAST OF THE AIRPORT TERMINAL
 HK0354'BUILDING AND 100 FEET WEST OF THE CENTERLINE END OF RW 20 AND
 HK0354'DIRECTLY IN LINE WITH THE END OF THE RW.  (THIS RW END MAY BE
 HK0354'EXTENDED ABOUT 960 FEET IN THE NEAR FUTURE).  A STANDARD TOPOGRAPHIC
 HK0354'STATION DISK STAMPED AP 1964 STA A AND SET IN THE TOP OF A 10-INCH
 HK0354'CONCRETE POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
 HK0354
 HK0354                          STATION RECOVERY (1984)
 HK0354
 HK0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0354'RECOVERED IN GOOD CONDITION.
 HK0354
 HK0354                          STATION RECOVERY (2004)
 HK0354
 HK0354'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 HK0354'RUNWAY HAS BEEN EXTENDED AND ADDITIONAL TAXIWAYS.  MARK MAYBE BURIED.
 HK0354'CONTACT JOE BOOS 580-6444 FOR HELP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0455 ***********************************************************************
 KK0455  DESIGNATION -  AP STA A 1 V3
 KK0455  PID         -  KK0455
 KK0455  STATE/COUNTY-  CO/ARAPAHOE
 KK0455  USGS QUAD   -  PARKER (1994)
 KK0455
 KK0455                         *CURRENT SURVEY CONTROL
 KK0455  ___________________________________________________________________
 KK0455* NAD 83(1986)-  39 35 01.     (N)    104 51 07.     (W)     SCALED    
 KK0455* NAVD 88     -      1764.956  (meters)    5790.53   (feet)  POSTED    
 KK0455  ___________________________________________________________________
 KK0455  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 KK0455  DYNAMIC HT  -        1763.220 (meters)    5784.83  (feet)  COMP
 KK0455  MODELED GRAV-     979,578.4   (mgal)                       NAVD 88
 KK0455
 KK0455  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0455
 KK0455.This mark is at Centennial Airport (APA)
 KK0455
 KK0455.The horizontal coordinates were scaled from a topographic map and have
 KK0455.an estimated accuracy of +/- 6 seconds.
 KK0455
 KK0455.The orthometric height was determined by differential leveling
 KK0455.and adjusted by the National Geodetic Survey in 1992..
 KK0455.No vertical observational check was made to the station.
 KK0455.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0455.was located on a no-check spur therefore a value was not computed.
 KK0455
 KK0455.The geoid height was determined by GEOID03.
 KK0455
 KK0455.The dynamic height is computed by dividing the NAVD 88
 KK0455.geopotential number by the normal gravity value computed on the
 KK0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0455.degrees latitude (g = 980.6199 gals.).
 KK0455
 KK0455.The modeled gravity was interpolated from observed gravity values.
 KK0455
 KK0455;                    North         East    Units  Estimated Accuracy
 KK0455;SPC CO C     -   499,300.      970,070.      MT  (+/- 180 meters Scaled)
 KK0455
 KK0455                          SUPERSEDED SURVEY CONTROL
 KK0455
 KK0455  NGVD 29 (??/??/92) 1764.052  (m)         5787.56   (f) ADJ UNCH    2 0
 KK0455
 KK0455.Superseded values are not recommended for survey control.
 KK0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0455.See file dsdata.txt to determine how the superseded data were derived.
 KK0455
 KK0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED127815(NAD 83)
 KK0455_MARKER: DT = TOPOGRAPHIC STATION DISK
 KK0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0455_STAMPING: AP 1971 STA A 1 V 3
 KK0455_MARK LOGO: CGS   
 KK0455_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0455+STABILITY: SURFACE MOTION
 KK0455
 KK0455  HISTORY     - Date     Condition        Report By
 KK0455  HISTORY     - 1971     MONUMENTED       CGS
 KK0455  HISTORY     - 19830615 GOOD             NGS
 KK0455
 KK0455                          STATION DESCRIPTION
 KK0455
 KK0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1971
 KK0455'6.3 MI NW FROM PARKER.
 KK0455'THE MARK IS LOCATED AT THE ARAPAHOE COUNTY AIRPORT, NEAR RUNWAY
 KK0455'END 16, 100 FEET WEST OF THE CENTERLINE END OF THE RUNWAY AND ON
 KK0455'RANGE WITH THE PHYSICAL END OF THE RUNWAY.  IT IS A STANDARD
 KK0455'TOPOGRAPHIC DISK SET IN THE TOP OF A CONCRETE CYLINDER WHICH IS
 KK0455'FLUSH WITH GROUND LEVEL.
 KK0455
 KK0455                          STATION RECOVERY (1983)
 KK0455
 KK0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (RAH)
 KK0455'THE STATION IS LOCATED NEAR END 16L AT THE ARAPAHOE COUNTY AIRPORT. IT
 KK0455'IS 100.0 FT (30.5 M) WEST OF THE CENTERLINE END 16L, ON LINE WITH THE
 KK0455'END OF PAVEMENT, AND 40.7 FT (12.4 M) WEST OF THE WESTERLY MOST
 KK0455'THRESHOLD LIGHT.  THE STATION IS A STANDARD TOPOGRAPHIC DISK SET IN A
 KK0455'CONCRETE CYLINDER FLUSH WITH THE GROUND AND STAMPED AP 1971 STA A 1 V
 KK0455'3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0089 ***********************************************************************
 HM0089  DESIGNATION -  AP STA B
 HM0089  PID         -  HM0089
 HM0089  STATE/COUNTY-  CO/MONTEZUMA
 HM0089  USGS QUAD   -  CORTEZ (1979)
 HM0089
 HM0089                         *CURRENT SURVEY CONTROL
 HM0089  ___________________________________________________________________
 HM0089* NAD 83(1986)-  37 18 37.     (N)    108 37 09.     (W)     SCALED    
 HM0089* NAVD 88     -      1800.813  (meters)    5908.17   (feet)  ADJUSTED  
 HM0089  ___________________________________________________________________
 HM0089  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 HM0089  DYNAMIC HT  -        1798.647 (meters)    5901.06  (feet)  COMP
 HM0089  MODELED GRAV-     979,363.9   (mgal)                       NAVD 88
 HM0089
 HM0089  VERT ORDER  -  SECOND    CLASS 0
 HM0089
 HM0089.This mark is at Cortez-Montezuma County Airport (CEZ)
 HM0089
 HM0089.The horizontal coordinates were scaled from a topographic map and have
 HM0089.an estimated accuracy of +/- 6 seconds.
 HM0089
 HM0089.The orthometric height was determined by differential leveling
 HM0089.and adjusted by the National Geodetic Survey in June 1991..
 HM0089
 HM0089.The geoid height was determined by GEOID03.
 HM0089
 HM0089.The dynamic height is computed by dividing the NAVD 88
 HM0089.geopotential number by the normal gravity value computed on the
 HM0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0089.degrees latitude (g = 980.6199 gals.).
 HM0089
 HM0089.The modeled gravity was interpolated from observed gravity values.
 HM0089
 HM0089;                    North         East    Units  Estimated Accuracy
 HM0089;SPC CO S     -   380,850.      637,950.      MT  (+/- 180 meters Scaled)
 HM0089
 HM0089                          SUPERSEDED SURVEY CONTROL
 HM0089
 HM0089  NGVD 29 (??/??/92) 1799.769  (m)         5904.74   (f) ADJ UNCH    2 0
 HM0089
 HM0089.Superseded values are not recommended for survey control.
 HM0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0089.See file dsdata.txt to determine how the superseded data were derived.
 HM0089
 HM0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG109319(NAD 83)
 HM0089_MARKER: DT = TOPOGRAPHIC STATION DISK
 HM0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0089_STAMPING: AP 1963 STA. B
 HM0089_MARK LOGO: CGS   
 HM0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0089+STABILITY: SURFACE MOTION
 HM0089
 HM0089  HISTORY     - Date     Condition        Report By
 HM0089  HISTORY     - 1963     MONUMENTED       CGS
 HM0089  HISTORY     - 1984     GOOD             NGS
 HM0089
 HM0089                          STATION DESCRIPTION
 HM0089
 HM0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HM0089'IN CORTEZ.
 HM0089'AT CORTEZ, MONTEZUMA COUNTY AIRPORT, NEAR THE NORTHEAST BOUNDARY OF
 HM0089'THE AIRPORT, NEAR THE NE END OF THE NE-SW RUNWAY.  100 FT. SE OF THE
 HM0089'CENTERLINE AT THE NE END OF THE RUNWAY.  50.0 FT. SE OF THE PHYSICAL
 HM0089'CORNER OF THE NE END OF THE RUNWAY.  40.6 FT. SSE OF THE MOST EASTERLY
 HM0089'THRESHOLD LIGHT.  64.8 FT. ENE OF THE 1ST RUNWAY LIGHT SW OF THE NE
 HM0089'END OF THE RUNWAY.  4.2 FT. NW OF WITNESS POST PLAQUE ATTACHED TO
 HM0089'METAL POST.  A STANDARD TOPOGRAPHIC STATION DISK, STAMPED AP 1963 STA.
 HM0089'B, SET IN THE TOP OF A CONCRETE MONUMENT ABOUT FLUSH WITH THE GROUND
 HM0089'SURFACE.
 HM0089
 HM0089                          STATION RECOVERY (1984)
 HM0089
 HM0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HM0089'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1540 ***********************************************************************
 KK1540  DESIGNATION -  AP STA C
 KK1540  PID         -  KK1540
 KK1540  STATE/COUNTY-  CO/DENVER
 KK1540  USGS QUAD   -  COMMERCE CITY (1994)
 KK1540
 KK1540                         *CURRENT SURVEY CONTROL
 KK1540  ___________________________________________________________________
 KK1540* NAD 83(1986)-  39 45 50.     (N)    104 52 53.     (W)     SCALED    
 KK1540* NAVD 88     -      1613.243  (meters)    5292.78   (feet)  ADJUSTED  
 KK1540  ___________________________________________________________________
 KK1540  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 KK1540  DYNAMIC HT  -        1611.712 (meters)    5287.76  (feet)  COMP
 KK1540  MODELED GRAV-     979,620.8   (mgal)                       NAVD 88
 KK1540
 KK1540  VERT ORDER  -  FIRST     CLASS II
 KK1540
 KK1540.This mark is at Denver Intl Airport (DEN)
 KK1540
 KK1540.The horizontal coordinates were scaled from a topographic map and have
 KK1540.an estimated accuracy of +/- 6 seconds.
 KK1540
 KK1540.The orthometric height was determined by differential leveling
 KK1540.and adjusted by the National Geodetic Survey in June 1991..
 KK1540
 KK1540.The geoid height was determined by GEOID03.
 KK1540
 KK1540.The dynamic height is computed by dividing the NAVD 88
 KK1540.geopotential number by the normal gravity value computed on the
 KK1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1540.degrees latitude (g = 980.6199 gals.).
 KK1540
 KK1540.The modeled gravity was interpolated from observed gravity values.
 KK1540
 KK1540;                    North         East    Units  Estimated Accuracy
 KK1540;SPC CO C     -   519,300.      967,410.      MT  (+/- 180 meters Scaled)
 KK1540
 KK1540                          SUPERSEDED SURVEY CONTROL
 KK1540
 KK1540  NGVD 29 (??/??/??) 1612.348  (m)         5289.85   (f) ADJUSTED    1 2
 KK1540
 KK1540.Superseded values are not recommended for survey control.
 KK1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1540.See file dsdata.txt to determine how the superseded data were derived.
 KK1540
 KK1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE101015(NAD 83)
 KK1540_MARKER: DT = TOPOGRAPHIC STATION DISK
 KK1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1540_SP_SET: CONCRETE POST
 KK1540_STAMPING: AP 1964 STA C
 KK1540_MARK LOGO: CGS   
 KK1540_PROJECTION: RECESSED 6 CENTIMETERS
 KK1540_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1540+STABILITY: SURFACE MOTION
 KK1540
 KK1540  HISTORY     - Date     Condition        Report By
 KK1540  HISTORY     - 1964     MONUMENTED       CGS
 KK1540  HISTORY     - 1984     GOOD             NGS
 KK1540  HISTORY     - 19880615 GOOD             NGS
 KK1540
 KK1540                          STATION DESCRIPTION
 KK1540
 KK1540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1540'IN DENVER.
 KK1540'IN DENVER, ON PROPERTY OF THE STAPLETON INTERNATIONAL AIRPORT, NEAR
 KK1540'THE SOUTH END OF RUNWAY 35L 17R, IN A GRASS STRIP BETWEEN TAXIWAY Z
 KK1540'AND RUNWAY 35 L 17 R AND NEAR THE SOUTH END OF THE RUNWAY.
 KK1540
 KK1540                          STATION RECOVERY (1988)
 KK1540
 KK1540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KK1540'THE STATION IS LOCATED JUST EAST OF CL END RWY 35L IN A GRASSY AREA.
 KK1540'IT IS 130.0 FT (39.6 M) E OF THE CENTERLINE END OF THE RUNWAY AND ON
 KK1540'RANGE WITH S END OF THE RUNWAY PAVEMENT AND THE N END OF THE BLAST PAD
 KK1540'PAVEMENT.  IT IS 15 FT (4.6 M) E OF THE E EDGE OF A CONCRETE RUNWAY
 KK1540'SHOULDER WHICH IS 40 FT (12.2 M) WIDE.  THE STATION IS A STANDARD TOPO
 KK1540'DISK SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS ONE-HALF FOOT
 KK1540'BELOW THE GROUND SURFACE AND IS STAMPED AP 1964 STA C.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5876 ***********************************************************************
 AI5876  SACS        -  This is a Secondary Airport Control Station.
 AI5876  DESIGNATION -  APA D
 AI5876  PID         -  AI5876
 AI5876  STATE/COUNTY-  CO/ARAPAHOE
 AI5876  USGS QUAD   -  PARKER (1994)
 AI5876
 AI5876                         *CURRENT SURVEY CONTROL
 AI5876  ___________________________________________________________________
 AI5876* NAD 83(1992)-  39 33 42.89895(N)    104 50 55.49803(W)     ADJUSTED  
 AI5876* NAVD 88     -      1787.99   (meters)    5866.1    (feet)  GPS OBS   
 AI5876  ___________________________________________________________________
 AI5876  X           -  -1,262,171.389 (meters)                     COMP
 AI5876  Y           -  -4,760,722.133 (meters)                     COMP
 AI5876  Z           -   4,041,733.388 (meters)                     COMP
 AI5876  LAPLACE CORR-          -5.51  (seconds)                    DEFLEC99
 AI5876  ELLIP HEIGHT-        1770.81  (meters)          (10/21/02) GPS OBS
 AI5876  GEOID HEIGHT-         -17.24  (meters)                     GEOID03
 AI5876
 AI5876  HORZ ORDER  -  FIRST
 AI5876  ELLP ORDER  -  FIFTH     CLASS I
 AI5876
 AI5876.This mark is at Centennial Airport (APA)
 AI5876
 AI5876.The horizontal coordinates were established by GPS observations
 AI5876.and adjusted by the National Geodetic Survey in June 2000..
 AI5876
 AI5876.The orthometric height was determined by GPS observations and a
 AI5876.high-resolution geoid model.
 AI5876
 AI5876.GPS derived orthometric heights for airport stations designated as
 AI5876.PACS or SACS are published to 2 decimal places.  This maintains
 AI5876.centimeter relative accuracy between the PACS and SACS.  It does
 AI5876.not indicate centimeter accuracy relative to other marks which are
 AI5876.part of the NAVD 88 network.
 AI5876
 AI5876.Photographs are available for this station.
 AI5876
 AI5876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5876
 AI5876.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5876
 AI5876.The ellipsoidal height was determined by GPS observations
 AI5876.and is referenced to NAD 83.
 AI5876
 AI5876.The geoid height was determined by GEOID03.
 AI5876
 AI5876;                    North         East     Units Scale Factor Converg.
 AI5876;SPC CO C     -   496,890.391   970,366.123   MT  0.99996820   +0 24 38.7
 AI5876;SPC CO C     - 1,630,214.56  3,183,609.52   sFT  0.99996820   +0 24 38.7
 AI5876;UTM  13      - 4,379,146.985   512,992.830   MT  0.99960208   +0 05 46.8
 AI5876
 AI5876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5876!SPC CO C     -   0.99972226  x   0.99996820  =   0.99969047
 AI5876!UTM  13      -   0.99972226  x   0.99960208  =   0.99932445
 AI5876
 AI5876                          SUPERSEDED SURVEY CONTROL
 AI5876
 AI5876  ELLIP H (06/30/00) 1770.85   (m)                       GP(       ) 1 1
 AI5876
 AI5876.Superseded values are not recommended for survey control.
 AI5876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5876.See file dsdata.txt to determine how the superseded data were derived.
 AI5876
 AI5876_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED1299379147(NAD 83)
 AI5876_MARKER: DD = SURVEY DISK
 AI5876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5876_STAMPING: APA D 1999
 AI5876_MARK LOGO: NGS   
 AI5876_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5876+STABILITY: SURFACE MOTION
 AI5876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5876+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5876
 AI5876  HISTORY     - Date     Condition        Report By
 AI5876  HISTORY     - 1999     MONUMENTED       MSAM
 AI5876
 AI5876                          STATION DESCRIPTION
 AI5876
 AI5876'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AI5876'THE STATION IS LOCATED ABOUT 9 KM (5.60 MI) SOUTH SOUTHEAST OF CHERRY
 AI5876'CREEK STATE PARK, 9 KM (5.60 MI) NORTHWEST OF PARKER COLORADO, ON
 AI5876'DENVER-CENTENNIAL AIRPORT.  IT IS WEST OF A MAINTENANCE BUILDING, EAST
 AI5876'OF TAXIWAY A AND NORTHWEST OF A RUNUP AREA.  THE AIRPORT IS
 AI5876'CONTROLLED.  PERMISSION TO USE THIS STATION MUST BE OBTAINED FROM THE
 AI5876'AIRPORT OPERATIONS MANAGER CONTACT LORIE HINTON AT 7800 SOUTH PEORIA
 AI5876'STREET, ENGLEWOOD, COLORADO 80112, TELEPHONE 303-790-0598.
 AI5876'OWNERSHIP--DENVER-CENTENNIAL AIRPORT
 AI5876'TO REACH THE STATION FROM GATE 3 GO SOUTH ACROSS THE APRON FOR 0.05 MI
 AI5876'(0.08 KM) .  TURN RIGHT, WEST, ALONG THE SOUTH SIDE OF THE HANGERS FOR
 AI5876'O.2 MI TO TAXIWAY A.  TURN LEFT, SOUTH, ON TAXIWAY A FOR 0.75 MI (1.21
 AI5876'KM) TO THE STATION ON THE LEFT
 AI5876'THE MARK IS A NGS BRASS SURVEY DISK SET IN A ROUND CONCRETE POST,
 AI5876'FLUSH WITH THE GROUND, IT IS 23.8 M (78.1 FT) NORTHWEST FROM THE
 AI5876'NORTHEAST CORNER OF THE PAVEMENT OF RUNUP AREA A16, 16.2 M (53.1 FT)
 AI5876'EAST FROM THE EAST EDGE OF THE ASPHALT FOR TAXIWAY A AND 11.2 M (36.7
 AI5876'FT) EAST NORTHEAST FROM THE CENTER OF A SIGN 35R 35L.  THIS STATION IS
 AI5876'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5877 ***********************************************************************
 AI5877  PACS        -  This is a Primary Airport Control Station.
 AI5877  DESIGNATION -  APA E
 AI5877  PID         -  AI5877
 AI5877  STATE/COUNTY-  CO/ARAPAHOE
 AI5877  USGS QUAD   -  PARKER (1994)
 AI5877
 AI5877                         *CURRENT SURVEY CONTROL
 AI5877  ___________________________________________________________________
 AI5877* NAD 83(1992)-  39 34 23.97915(N)    104 50 56.91185(W)     ADJUSTED  
 AI5877* NAVD 88     -      1775.41   (meters)    5824.8    (feet)  GPS OBS   
 AI5877  ___________________________________________________________________
 AI5877  X           -  -1,261,994.651 (meters)                     COMP
 AI5877  Y           -  -4,759,923.795 (meters)                     COMP
 AI5877  Z           -   4,042,702.277 (meters)                     COMP
 AI5877  LAPLACE CORR-          -5.41  (seconds)                    DEFLEC99
 AI5877  ELLIP HEIGHT-        1758.20  (meters)          (10/21/02) GPS OBS
 AI5877  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 AI5877
 AI5877  HORZ ORDER  -  B
 AI5877  ELLP ORDER  -  FIFTH     CLASS I
 AI5877
 AI5877.This mark is at Centennial Airport (APA)
 AI5877
 AI5877.The horizontal coordinates were established by GPS observations
 AI5877.and adjusted by the National Geodetic Survey in June 2000..
 AI5877
 AI5877.The orthometric height was determined by GPS observations and a
 AI5877.high-resolution geoid model.
 AI5877
 AI5877.GPS derived orthometric heights for airport stations designated as
 AI5877.PACS or SACS are published to 2 decimal places.  This maintains
 AI5877.centimeter relative accuracy between the PACS and SACS.  It does
 AI5877.not indicate centimeter accuracy relative to other marks which are
 AI5877.part of the NAVD 88 network.
 AI5877
 AI5877.Photographs are available for this station.
 AI5877
 AI5877.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5877
 AI5877.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5877
 AI5877.The ellipsoidal height was determined by GPS observations
 AI5877.and is referenced to NAD 83.
 AI5877
 AI5877.The geoid height was determined by GEOID03.
 AI5877
 AI5877;                    North         East     Units Scale Factor Converg.
 AI5877;SPC CO C     -   498,157.017   970,323.298   MT  0.99996983   +0 24 37.8
 AI5877;SPC CO C     - 1,634,370.15  3,183,469.02   sFT  0.99996983   +0 24 37.8
 AI5877;UTM  13      - 4,380,413.363   512,956.970   MT  0.99960207   +0 05 46.0
 AI5877
 AI5877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5877!SPC CO C     -   0.99972424  x   0.99996983  =   0.99969408
 AI5877!UTM  13      -   0.99972424  x   0.99960207  =   0.99932642
 AI5877
 AI5877                          SUPERSEDED SURVEY CONTROL
 AI5877
 AI5877  ELLIP H (06/30/00) 1758.24   (m)                       GP(       ) 1 1
 AI5877
 AI5877.Superseded values are not recommended for survey control.
 AI5877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5877.See file dsdata.txt to determine how the superseded data were derived.
 AI5877
 AI5877_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED1295780413(NAD 83)
 AI5877_MARKER: I = METAL ROD
 AI5877_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI5877_STAMPING: APA E 1999
 AI5877_MARK LOGO: NGS   
 AI5877_PROJECTION: FLUSH
 AI5877_MAGNETIC: I = MARKER IS A STEEL ROD
 AI5877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5877+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5877_ROD/PIPE-DEPTH: 3.81 meters
 AI5877_SLEEVE-DEPTH  : 0.9 meters
 AI5877
 AI5877  HISTORY     - Date     Condition        Report By
 AI5877  HISTORY     - 1999     MONUMENTED       MSAM
 AI5877
 AI5877                          STATION DESCRIPTION
 AI5877
 AI5877'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AI5877'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) SOUTH SOUTHEAST OF CHERRY
 AI5877'CREEK STATE PARK, 10 KM (6.20 MI) NORTHWEST OF PARKER COLORADO, ON
 AI5877'DENVER-CENTENNIAL AIRPORT.  IT IS SOUTH OF A RUNUP AREA AND EAST OF
 AI5877'TAXIWAY A.  THE AIRPORT IS CONTROLLED.  PERMISSION TO USE THIS STATION
 AI5877'MUST BE OBTAINED FROM THE AIRPORT MANAGER OF OPERATIONS CONTACT LORIE
 AI5877'HINTON AT 7800 SOUTH PEORIA STREET, ENGLEWOOD, COLORADO 80112,
 AI5877'TELEPHONE 303-790-0598.  OWNERSHIP--DENVER- CENTENIAL AIRPORT
 AI5877'TO REACH THE STATION FROM GATE 3 GO SOUTH ACROSS THE APRON FOR 0.05 MI
 AI5877'(0.08 KM) .  TURN RIGHT GO WEST, ALONG THE SOUTH SIDE OF THE HANGERS
 AI5877'FOR 0.2 MI (0.3 KM) TO A TAXIWAY AND THE STATION ON THE LEFT
 AI5877'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 AI5877'TO A DEPTH OF 3.81 M, (12.50 FT) ENCASED IN A 0.9 M (3.0 FT) LONG
 AI5877'GREASED PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID,
 AI5877'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 28.7 M
 AI5877'(94.2 FT) SOUTHWEST FROM THE TOP CENTER OF A SIGN 10 - 28, 27.8 M
 AI5877'(91.2 FT) EAST FROM THE EDGE OF TAXIWAY A, 24.7 M (81.0 FT) SOUTH FROM
 AI5877'THE EDGE OF ASPHALT OF RUNUP AREA 10, 16.0 M (52.5 FT) NORTH FROM THE
 AI5877'EXTENDED CENTERLINE OF RUNWAY 10 / 28.  THIS STATION IS DESIGNATED AS
 AI5877'A PRIMARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5878 ***********************************************************************
 AI5878  SACS        -  This is a Secondary Airport Control Station.
 AI5878  DESIGNATION -  APA F
 AI5878  PID         -  AI5878
 AI5878  STATE/COUNTY-  CO/ARAPAHOE
 AI5878  USGS QUAD   -  PARKER (1994)
 AI5878
 AI5878                         *CURRENT SURVEY CONTROL
 AI5878  ___________________________________________________________________
 AI5878* NAD 83(1992)-  39 34 01.73607(N)    104 49 42.87713(W)     ADJUSTED  
 AI5878* NAVD 88     -      1768.64   (meters)    5802.6    (feet)  GPS OBS   
 AI5878  ___________________________________________________________________
 AI5878  X           -  -1,260,396.617 (meters)                     COMP
 AI5878  Y           -  -4,760,793.945 (meters)                     COMP
 AI5878  Z           -   4,042,169.007 (meters)                     COMP
 AI5878  LAPLACE CORR-          -5.24  (seconds)                    DEFLEC99
 AI5878  ELLIP HEIGHT-        1751.40  (meters)          (10/21/02) GPS OBS
 AI5878  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 AI5878
 AI5878  HORZ ORDER  -  FIRST
 AI5878  ELLP ORDER  -  FIFTH     CLASS I
 AI5878
 AI5878.This mark is at Centennial Airport (APA)
 AI5878
 AI5878.The horizontal coordinates were established by GPS observations
 AI5878.and adjusted by the National Geodetic Survey in June 2000..
 AI5878
 AI5878.The orthometric height was determined by GPS observations and a
 AI5878.high-resolution geoid model.
 AI5878
 AI5878.GPS derived orthometric heights for airport stations designated as
 AI5878.PACS or SACS are published to 2 decimal places.  This maintains
 AI5878.centimeter relative accuracy between the PACS and SACS.  It does
 AI5878.not indicate centimeter accuracy relative to other marks which are
 AI5878.part of the NAVD 88 network.
 AI5878
 AI5878.Photographs are available for this station.
 AI5878
 AI5878.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5878
 AI5878.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5878
 AI5878.The ellipsoidal height was determined by GPS observations
 AI5878.and is referenced to NAD 83.
 AI5878
 AI5878.The geoid height was determined by GEOID03.
 AI5878
 AI5878;                    North         East     Units Scale Factor Converg.
 AI5878;SPC CO C     -   497,483.925   972,095.291   MT  0.99996894   +0 25 24.5
 AI5878;SPC CO C     - 1,632,161.84  3,189,282.63   sFT  0.99996894   +0 25 24.5
 AI5878;UTM  13      - 4,379,730.810   514,724.594   MT  0.99960267   +0 06 33.1
 AI5878
 AI5878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5878!SPC CO C     -   0.99972531  x   0.99996894  =   0.99969425
 AI5878!UTM  13      -   0.99972531  x   0.99960267  =   0.99932808
 AI5878
 AI5878                          SUPERSEDED SURVEY CONTROL
 AI5878
 AI5878  ELLIP H (06/30/00) 1751.44   (m)                       GP(       ) 1 1
 AI5878
 AI5878.Superseded values are not recommended for survey control.
 AI5878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5878.See file dsdata.txt to determine how the superseded data were derived.
 AI5878
 AI5878_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED1472579731(NAD 83)
 AI5878_MARKER: DD = SURVEY DISK
 AI5878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5878_STAMPING: APA F 1999
 AI5878_MARK LOGO: NGS   
 AI5878_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5878+STABILITY: SURFACE MOTION
 AI5878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5878+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5878
 AI5878  HISTORY     - Date     Condition        Report By
 AI5878  HISTORY     - 1999     MONUMENTED       MSAM
 AI5878
 AI5878                          STATION DESCRIPTION
 AI5878
 AI5878'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AI5878'THE STATION IS LOCATED 9 KM (5.60 MI) SOUTHEAST OF CHERRY CREEK STATE
 AI5878'PARK, 8 KM (4.95 MI) NORTHWEST OF PARKER COLORADO, ON DENVER-
 AI5878'CENTENNIAL AIRPORT.  IT IS WEST OF THE EASTERN BOUNDARY FENCE AND
 AI5878'SOUTH OF THE EXTENDED CENTERLINE OF RUNWAY 10/28.  THE AIRPORT IS
 AI5878'CONTROLLED.  PERMISSION TO USE THIS STATION MUST BE OBTAINED FROM THE
 AI5878'AIRPORT MANAGER OF OPERATIONS CONTACT LORIE HINTON AT 7800 SOUTH
 AI5878'PEORIA STREET, ENGLEWOOD, COLORADO 80112, TELEPHONE 303-790-0598.
 AI5878'OWNERSHIP--DENVER-CENTENNIAL AIRPORT
 AI5878'TO REACH THE STATION FROM GATE 4 GO SOUTH, ON A RUNUP AREA FOR 0.2 MI
 AI5878'(0.3 KM) TO A SIDE ROAD, TURN LEFT, EASTERLY, ON A HAUL ROAD FOR 0.5
 AI5878'MI (0.8 KM) TO THE NORTHEAST CORNER OF THE BOUNDARY FENCE, FOLLOW THE
 AI5878'HAUL ROAD TO THE RIGHT, SOUTH, FOR 0.1 MI (0.2 KM) TO THE STATION ON
 AI5878'THE RIGHT
 AI5878'THE MARK IS A NGS BRASS SURVEY DISK SET IN A ROUND CONCRETE MONUMENT
 AI5878'FLUSH WITH THE GROUND.  IT IS 92.8 M (304.5 FT) NORTH-NORTHWEST FROM
 AI5878'THE SOUTHERN PROPERTY FENCE, 62.9 M (206.4 FT) WEST-SOUTHWEST FROM THE
 AI5878'EASTERN PROPERTY FENCE,12.5 M WEST-SOUTHWEST FRON THE CENTER OF THE
 AI5878'BOUNDARY ROAD (10-28 HAUL ROAD) , AND 8.4 M (27.6 FT) SOUTH FROM THE
 AI5878'EXTENDED CENTERLINE OF RUNWAY 10/28.  THIS STATION IS DESIGNATED AS A
 AI5878'SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0492 ***********************************************************************
 HK0492  DESIGNATION -  APACHE
 HK0492  PID         -  HK0492
 HK0492  STATE/COUNTY-  CO/HUERFANO
 HK0492  USGS QUAD   -  LASCAR (1970)
 HK0492
 HK0492                         *CURRENT SURVEY CONTROL
 HK0492  ___________________________________________________________________
 HK0492* NAD 83(1992)-  37 48 07.53662(N)    104 38 02.05699(W)     ADJUSTED  
 HK0492* NAVD 88     -      1887.5    (meters)    6193.     (feet)  VERTCON   
 HK0492  ___________________________________________________________________
 HK0492  LAPLACE CORR-          -6.69  (seconds)                    DEFLEC99
 HK0492  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 HK0492
 HK0492  HORZ ORDER  -  FIRST
 HK0492
 HK0492.The horizontal coordinates were established by classical geodetic methods
 HK0492.and adjusted by the National Geodetic Survey in January 1993..
 HK0492
 HK0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0492
 HK0492.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0492
 HK0492.The geoid height was determined by GEOID03.
 HK0492
 HK0492;                    North         East     Units Scale Factor Converg.
 HK0492;SPC CO S     -   431,168.209   990,671.842   MT  0.99994555   +0 31 52.5
 HK0492;SPC CO S     - 1,414,591.03  3,250,229.20   sFT  0.99994555   +0 31 52.5
 HK0492;UTM  13      - 4,183,920.363   532,228.429   MT  0.99961279   +0 13 27.8
 HK0492
 HK0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0492!SPC CO S     -   0.99970679  x   0.99994555  =   0.99965236
 HK0492!UTM  13      -   0.99970679  x   0.99961279  =   0.99931969
 HK0492
 HK0492|---------------------------------------------------------------------|
 HK0492| PID    Reference Object                     Distance      Geod. Az  |
 HK0492|                                                           dddmmss.s |
 HK0492| CM8273 APACHE RM 1                           7.010 METERS 12459     |
 HK0492| CM8274 APACHE RM 2                           7.828 METERS 21606     |
 HK0492| CM8271 APACHE AZ MK                                       2752916.1 |
 HK0492| CM8272 APACHE AZ MK 2                                     2770736.0 |
 HK0492|---------------------------------------------------------------------|
 HK0492
 HK0492                          SUPERSEDED SURVEY CONTROL
 HK0492
 HK0492  NAD 83(1986)-  37 48 07.52853(N)    104 38 02.04823(W) AD(       ) 1
 HK0492  NAD 27      -  37 48 07.48900(N)    104 38 00.12200(W) AD(       ) 1
 HK0492  NGVD 29 (07/19/86) 1886.6    (m)         6190.     (f) VERT ANG       
 HK0492
 HK0492.Superseded values are not recommended for survey control.
 HK0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0492.See file dsdata.txt to determine how the superseded data were derived.
 HK0492
 HK0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB3222883920(NAD 83)
 HK0492_MARKER: DS = TRIANGULATION STATION DISK
 HK0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0492
 HK0492  HISTORY     - Date     Condition        Report By
 HK0492  HISTORY     - 1949     MONUMENTED       CGS
 HK0492  HISTORY     - 1952     GOOD             CGS
 HK0492
 HK0492                          STATION DESCRIPTION
 HK0492
 HK0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 HK0492'THE STATION IS LOCATED ON THE HIGHEST POINT OF A RIDGE WHICH
 HK0492'IS SPARSELY COVERED WITH SCRUB CEDAR AND PINE, SLOPES GRADUALLY
 HK0492'TO THE SOUTH AND WEST, DROPS OFF SHARPLY FOR ABOUT 200 FEET
 HK0492'TO THE EAST, IS LOCALLY KNOWN AS TURKEY RIDGE AND IS ABOUT
 HK0492'14 MILES AIR LINE NORTHEAST OF WALSENBURG.  THE STATION MARK
 HK0492'IS 0.25 MILE SOUTH OF GRADED EAST-WEST ROAD, 150 YARDS EAST OF
 HK0492'A FENCE CORNER, 50 FEET NORTH OF AN OLD FENCE LINE, 50 FEET
 HK0492'WEST OF WHERE RIDGE DROPS SHARPLY TO THE EAST, 15 FEET
 HK0492'SOUTHEAST OF A WHITE WITNESS POST, PROJECTING 3 INCHES AND IS
 HK0492'STAMPED, APACHE 1949.
 HK0492'
 HK0492'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 HK0492'STATION MARK, PROJECTS 6 INCHES AND IS STAMPED, APACHE NO 1
 HK0492'1949.
 HK0492'
 HK0492'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS THE
 HK0492'STATION MARK, PROJECTS 3 INCHES AND IS STAMPED, APACHE NO
 HK0492'2 1949.
 HK0492'
 HK0492'THE AZIMUTH MARK IS IN AN OLD NORTH-SOUTH FENCE LINE ON THE
 HK0492'TOP OF A SMALL ROLLING RIDGE, ABOUT 0.15 MILE SOUTH OF GRADED
 HK0492'EAST-WEST ROAD, 5 FEET EAST OF A WHITE WITNESS POST, PROJECTS
 HK0492'3 INCHES AND IS STAMPED, APACHE 1949.
 HK0492'
 HK0492'TO REACH THE STATION FROM THE POST OFFICE IN WALSENBURG, GO
 HK0492'NORTH ONE BLOCK.  TURN RIGHT, EAST, AND FOLLOW GRADED ROAD
 HK0492'FOR 6.2 MILES TO A T-ROAD LEFT, NORTH.  TURN LEFT AND FOLLOW
 HK0492'MAIN GRADED ROAD FOR 10.2 MILES TO FORK AND AN OLD SCHOOLHOUSE
 HK0492'ON THE LEFT.  TURN RIGHT, EAST, ON MAIN ROAD FOR 1.0 MILE TO
 HK0492'FORK AND CATTLE GUARD.  CONTINUE STRAIGHT AHEAD ACROSS CATTLE
 HK0492'GUARD AND THEN TURN RIGHT, SOUTH, ALONG FENCE LINE 0.15 MILE.
 HK0492'HERE TURN LEFT, EAST, ACROSS COUNTRY FOR 0.2 MILE TO AN OLD
 HK0492'FENCE LINE AND AZIMUTH.  CONTINUE EAST ACROSS COUNTRY FOR 0.4
 HK0492'MILE TO THE HIGHEST POINT OF RIDGE AND STATION.  A DRIVE
 HK0492'STATION.
 HK0492
 HK0492                          STATION RECOVERY (1952)
 HK0492
 HK0492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LGT)
 HK0492'THE STATION MARK, STAMPED APACHE 1949 AND REFERENCE MARKS
 HK0492'NUMBERS 1 AND 2 WERE RECOVERED AS DESCRIBED AND WERE FOUND
 HK0492'TO BE IN GOOD CONDITION.  THE AZIMUTH MARK, STAMPED APACHE
 HK0492'1949 WAS RECOVERED BUT WAS FOUND TO BE IN POOR CONDITION AS
 HK0492'THE SAND HAS BEEN BLOWN AWAY FROM THREE SIDES OF THE MARK TO
 HK0492'A DEPTH OF APPROXIMATELY 2 FEET.  THE MARK WAS FOUND TO BE
 HK0492'IN THE ORIGINAL LOCATION BUT IT IS BELIEVED THE VALUE OF THE
 HK0492'MARK IS ONLY TEMPORARY.  ANOTHER AZIMUTH MARK, STAMPED APACHE
 HK0492'AZ NO 2 1949, WAS ESTABLISHED ON THIS DATE.  THE MARK IS A
 HK0492'BRONZE DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 HK0492'THAT PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE.  THE MARK
 HK0492'IS 50 FEET NORTH OF THE ORIGINAL AZIMUTH MARK AND IN AN
 HK0492'OLD FENCE LINE.
 HK0492'
 HK0492'THE ORIGINAL DESCRIPTION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0521 ***********************************************************************
 KJ0521  DESIGNATION -  APACHE
 KJ0521  PID         -  KJ0521
 KJ0521  STATE/COUNTY-  CO/LINCOLN
 KJ0521  USGS QUAD   -  LONG CREEK (1970)
 KJ0521
 KJ0521                         *CURRENT SURVEY CONTROL
 KJ0521  ___________________________________________________________________
 KJ0521* NAD 83(1992)-  39 02 30.67330(N)    103 42 20.28158(W)     ADJUSTED  
 KJ0521* NAVD 88     -      1675.1    (meters)    5496.     (feet)  VERTCON   
 KJ0521  ___________________________________________________________________
 KJ0521  LAPLACE CORR-          -5.91  (seconds)                    DEFLEC99
 KJ0521  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 KJ0521
 KJ0521  HORZ ORDER  -  SECOND
 KJ0521
 KJ0521.The horizontal coordinates were established by classical geodetic methods
 KJ0521.and adjusted by the National Geodetic Survey in January 1993..
 KJ0521
 KJ0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0521
 KJ0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0521
 KJ0521.The geoid height was determined by GEOID03.
 KJ0521
 KJ0521;                    North         East     Units Scale Factor Converg.
 KJ0521;SPC CO C     -   440,488.978 1,069,729.732   MT  0.99993644   +1 07 54.1
 KJ0521;SPC CO C     - 1,445,170.92  3,509,604.96   sFT  0.99993644   +1 07 54.1
 KJ0521;UTM  13      - 4,322,218.215   612,017.370   MT  0.99975451   +0 48 55.4
 KJ0521
 KJ0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0521!SPC CO C     -   0.99974039  x   0.99993644  =   0.99967685
 KJ0521!UTM  13      -   0.99974039  x   0.99975451  =   0.99949497
 KJ0521
 KJ0521:                Primary Azimuth Mark                     Grid Az
 KJ0521:SPC CO C     -  LONG                                     050 42 36.2
 KJ0521:UTM  13      -  LONG                                     051 01 34.9
 KJ0521
 KJ0521|---------------------------------------------------------------------|
 KJ0521| PID    Reference Object                     Distance      Geod. Az  |
 KJ0521|                                                           dddmmss.s |
 KJ0521| KJ0520 LONG                                APPROX. 6.3 KM 0515030.3 |
 KJ0521| CP7305 APACHE RM 1                          11.495 METERS 17612     |
 KJ0521| CP7306 APACHE RM 2                          11.142 METERS 26743     |
 KJ0521|---------------------------------------------------------------------|
 KJ0521
 KJ0521                          SUPERSEDED SURVEY CONTROL
 KJ0521
 KJ0521  NAD 83(1986)-  39 02 30.66705(N)    103 42 20.27654(W) AD(       ) 2
 KJ0521  NAD 27      -  39 02 30.70238(N)    103 42 18.45694(W) AD(       ) 2
 KJ0521  NGVD 29 (07/19/86) 1674.3    (m)         5493.     (f) VERT ANG       
 KJ0521
 KJ0521.Superseded values are not recommended for survey control.
 KJ0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0521.See file dsdata.txt to determine how the superseded data were derived.
 KJ0521
 KJ0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD1201722218(NAD 83)
 KJ0521_MARKER: Z = SEE DESCRIPTION
 KJ0521_SETTING: 0 = UNSPECIFIED SETTING
 KJ0521
 KJ0521  HISTORY     - Date     Condition        Report By
 KJ0521  HISTORY     - 1970     MONUMENTED       USGS
 KJ0521
 KJ0521                          STATION DESCRIPTION
 KJ0521
 KJ0521'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (EOM)
 KJ0521'STATION IS LOCATED SOUTH 4 DEGREES WEST ABOUT 16 MILES AIRLINE
 KJ0521'FROM LIMON, COLORADO.  EAST 20 DEGREES SOUTH ABOUT 22 MILES
 KJ0521'AIRLINE FROM SIMLA, COLORADO, ON A LOW HILL, APPROXIMATELY 1000
 KJ0521'FEET WEST OF STATE HIGHWAY 71.  15 FEET SOUTH OF A PIPELINE
 KJ0521'AND 5 FEET SOUTH OF A USGS WITNESS SIGN.
 KJ0521'
 KJ0521'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 24 AND
 KJ0521'STATE HIGHWAY 71 SOUTH, IN LIMON, COLORADO, PROCEED SOUTH ON
 KJ0521'STATE HIGHWAY 71 FOR 15.9 MILES TO A WIRE GATE, SUPPORTED BY TALL
 KJ0521'POSTS, ON THE RIGHT.  TURN RIGHT (WEST), PASSING THROUGH GATE, AND
 KJ0521'FOLLOW FAINT TRACK ROAD FOR 0.2 MILE TO STATION MARK ON THE LEFT.
 KJ0521'
 KJ0521'ALL MARKS ARE USGS BRASS TABLETS SOLDERED TO COPPER COATED STEEL
 KJ0521'RODS CENTERED IN TILE 6 INCHES IN DIAMETER AND 12 INCHES LONG
 KJ0521'FILLED WITH GRAVEL AND SET FLUSH WITH GROUND SURFACE.
 KJ0521'
 KJ0521'STATION MARK IS A ROD DRIVEN 15 FEET.  TABLET STAMPED APACHE ET
 KJ0521'1970.
 KJ0521'
 KJ0521'REFERENCE MARK NO. 1 IS A ROD DRIVEN 15 FEET.  TABLET STAMPED
 KJ0521'APACHE ET 1970 1.
 KJ0521'
 KJ0521'REFERENCE MARK NO. 2 IS A ROD DRIVEN 15 FEET.  TABLET STAMPED
 KJ0521'APACHE ET 1970 2.
 KJ0521'
 KJ0521'STATION LONG ET 1970 IS VISIBLE FROM THE GROUND AT THIS STATION
 KJ0521'AND WILL SERVE AS THE AZIMUTH MARK.
 KJ0521'
 KJ0521'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0453 ***********************************************************************
 HK0453  DESIGNATION -  APISHAPA
 HK0453  PID         -  HK0453
 HK0453  STATE/COUNTY-  CO/LAS ANIMAS
 HK0453  USGS QUAD   -  DELAGUA (1971)
 HK0453
 HK0453                         *CURRENT SURVEY CONTROL
 HK0453  ___________________________________________________________________
 HK0453* NAD 83(1992)-  37 22 15.03142(N)    104 39 28.63330(W)     ADJUSTED  
 HK0453* NAVD 88     -      2229.8    (meters)    7316.     (feet)  VERTCON   
 HK0453  ___________________________________________________________________
 HK0453  LAPLACE CORR-          -7.84  (seconds)                    DEFLEC99
 HK0453  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 HK0453
 HK0453  HORZ ORDER  -  FIRST
 HK0453
 HK0453.The horizontal coordinates were established by classical geodetic methods
 HK0453.and adjusted by the National Geodetic Survey in January 1993..
 HK0453
 HK0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0453
 HK0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0453
 HK0453.The geoid height was determined by GEOID03.
 HK0453
 HK0453;                    North         East     Units Scale Factor Converg.
 HK0453;SPC CO S     -   383,288.824   988,985.547   MT  0.99997789   +0 30 59.4
 HK0453;SPC CO S     - 1,257,506.75  3,244,696.75   sFT  0.99997789   +0 30 59.4
 HK0453;UTM  13      - 4,136,067.246   530,285.544   MT  0.99961130   +0 12 27.4
 HK0453
 HK0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0453!SPC CO S     -   0.99965312  x   0.99997789  =   0.99963101
 HK0453!UTM  13      -   0.99965312  x   0.99961130  =   0.99926455
 HK0453
 HK0453|---------------------------------------------------------------------|
 HK0453| PID    Reference Object                     Distance      Geod. Az  |
 HK0453|                                                           dddmmss.s |
 HK0453| CM8276 APISHAPA RM 1                         9.468 METERS 10759     |
 HK0453| CM8275 APISHAPA AZ MK                                     1271950.2 |
 HK0453| CM8277 APISHAPA RM 2                         6.392 METERS 19512     |
 HK0453|---------------------------------------------------------------------|
 HK0453
 HK0453                          SUPERSEDED SURVEY CONTROL
 HK0453
 HK0453  NAD 83(1986)-  37 22 15.03252(N)    104 39 28.62544(W) AD(       ) 1
 HK0453  NAD 27      -  37 22 14.97800(N)    104 39 26.67900(W) AD(       ) 1
 HK0453  NGVD 29 (07/19/86) 2228.7    (m)         7312.     (f) VERT ANG       
 HK0453
 HK0453.Superseded values are not recommended for survey control.
 HK0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0453.See file dsdata.txt to determine how the superseded data were derived.
 HK0453
 HK0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB3028636067(NAD 83)
 HK0453_MARKER: DS = TRIANGULATION STATION DISK
 HK0453_SETTING: 80 = SET IN A BOULDER
 HK0453_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HK0453
 HK0453  HISTORY     - Date     Condition        Report By
 HK0453  HISTORY     - 1949     MONUMENTED       CGS
 HK0453  HISTORY     - 1968     GOOD             USAF
 HK0453
 HK0453                          STATION DESCRIPTION
 HK0453
 HK0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 HK0453'THE STATION IS LOCATED ABOUT 2.5 MILES AIR LINE SOUTH OF
 HK0453'AGUILAR, ABOUT 2.5 MILES AIR LINE SOUTHWEST OF U.S. HIGHWAY 85
 HK0453'AND 87 AND ABOUT 1.5 MILES AIR LINE SOUTHEAST OF THE APISHAPA
 HK0453'RIVER.  THE STATION IS LOCATED ON THE NORTHERN END AND HIGHEST
 HK0453'POINT OF A SPUR RIDGE LOCATED ON THE DIVIDE BETWEEN THE APISHAPA
 HK0453'RIVER AND CANYON DELUGA.  THE RIDGE IS COVERED WITH SCATTERING
 HK0453'PINE TREES.  THE STATION MARK IS SET ON THE HIGHEST POINT,
 HK0453'PROJECTS 1 INCH AND IS STAMPED, APISHAPA 1949.
 HK0453'
 HK0453'REFERENCE MARK NO. 1 IS SET FLUSH APPROXIMATELY 2 FEET LOWER
 HK0453'THAN THE STATION AND IS STAMPED, APISHAPA NO 1 1949.
 HK0453'
 HK0453'REFERENCE MARK NO. 2 IS APPROXIMATELY 6 INCHES LOWER THAN
 HK0453'THE STATION, PROJECTS 3 INCHES AND IS STAMPED, APISHAPA NO
 HK0453'2 1949.
 HK0453'
 HK0453'THE AZIMUTH MARK IS SET 11 PACES WEST OF A BLADED ROAD, 6 FEET
 HK0453'NORTHWEST OF A WHITE WITNESS POST, PROJECTS 2 INCHES AND IS
 HK0453'STAMPED, APISHAPA 1949.
 HK0453'
 HK0453'TO REACH THE STATION FROM AGUILAR, GO SOUTH ON U.S. HIGHWAY
 HK0453'85 AND 87 FOR 6.7 MILES TO A T-INTERSECTION ON THE RIGHT, WEST.
 HK0453'TURN RIGHT AND FOLLOW A GRAVELED ROAD FOR 0.9 MILE TO A
 HK0453'RAILROAD CROSSING.  CROSS THE RAILROAD TRACKS AND FOLLOW
 HK0453'THE ROAD UP THE CANYON FOR 2.4 MILES TO THE DESERTED TOWN OF
 HK0453'HASTINGS.  CONTINUE ON THE MAIN ROAD FOR 1.3 MILES TO A
 HK0453'SIDE ROAD RIGHT AT A POINT WHERE THE POWER LINE CROSSES THE
 HK0453'ROAD.  TURN RIGHT AND FOLLOW ALONG THE POWER LINE ROAD FOR 0.8
 HK0453'MILE TO A GATE.  PASS THROUGH THE GATE AND GO 0.7 MILE TO A
 HK0453'GATE.  PASS THROUGH THE GATE AND GO 0.1 MILE TO THE AZIMUTH
 HK0453'MARK ON THE LEFT AS DESCRIBED ABOVE.  CONTINUE FOR 0.7 MILE
 HK0453'TO RANCH BUILDINGS.  CONTINUE ALONG THE POWER LINE ROAD
 HK0453'FOR 0.3 MILE TO THE TOP OF A RIDGE.  FROM HERE LEAVE THE
 HK0453'ROAD AND DRIVE WESTERLY ACROSS COUNTRY FOR ABOUT 0.6 MILE TO
 HK0453'THE BASE OF THE RIDGE AND END OF TRUCK TRAVEL.  PACK
 HK0453'WESTERLY TO THE HIGHEST POINT AND STATION.  A 20-MINUTE
 HK0453'PACK.
 HK0453
 HK0453                          STATION RECOVERY (1968)
 HK0453
 HK0453'RECOVERY NOTE BY US AIR FORCE 1968 (PED)
 HK0453'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK
 HK0453'NO. 2 WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0962 ***********************************************************************
 JJ0962  DESIGNATION -  APISHAPA MESA 2
 JJ0962  PID         -  JJ0962
 JJ0962  STATE/COUNTY-  CO/OTERO
 JJ0962  USGS QUAD   -  ELDER (1954)
 JJ0962
 JJ0962                         *CURRENT SURVEY CONTROL
 JJ0962  ___________________________________________________________________
 JJ0962* NAD 83(1992)-  38 01 58.17353(N)    103 56 56.60677(W)     ADJUSTED  
 JJ0962* NAVD 88     -      1429.3    (meters)    4689.     (feet)  VERTCON   
 JJ0962  ___________________________________________________________________
 JJ0962  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 JJ0962  GEOID HEIGHT-         -21.07  (meters)                     GEOID03
 JJ0962
 JJ0962  HORZ ORDER  -  SECOND
 JJ0962
 JJ0962.The horizontal coordinates were established by classical geodetic methods
 JJ0962.and adjusted by the National Geodetic Survey in January 1993..
 JJ0962
 JJ0962.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0962
 JJ0962.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0962
 JJ0962.The geoid height was determined by GEOID03.
 JJ0962
 JJ0962;                    North         East     Units Scale Factor Converg.
 JJ0962;SPC CO S     -   457,553.708 1,050,551.313   MT  0.99995139   +0 57 04.7
 JJ0962;SPC CO S     - 1,501,157.46  3,446,683.77   sFT  0.99995139   +0 57 04.7
 JJ0962;UTM  13      - 4,209,978.319   592,230.063   MT  0.99970476   +0 38 51.2
 JJ0962
 JJ0962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0962!SPC CO S     -   0.99977909  x   0.99995139  =   0.99973049
 JJ0962!UTM  13      -   0.99977909  x   0.99970476  =   0.99948391
 JJ0962
 JJ0962|---------------------------------------------------------------------|
 JJ0962| PID    Reference Object                     Distance      Geod. Az  |
 JJ0962|                                                           dddmmss.s |
 JJ0962| CM8278 APISHAPA MESA 2 RM 1                 55.422 METERS 26332     |
 JJ0962| CM8459 42 WF                                              2793221.3 |
 JJ0962| CM8279 APISHAPA MESA 2 RM 2                 35.116 METERS 35549     |
 JJ0962|---------------------------------------------------------------------|
 JJ0962
 JJ0962                          SUPERSEDED SURVEY CONTROL
 JJ0962
 JJ0962  NAD 83(1986)-  38 01 58.15469(N)    103 56 56.60466(W) AD(       ) 2
 JJ0962  NAD 27      -  38 01 58.12600(N)    103 56 54.75100(W) AD(       ) 2
 JJ0962  NGVD 29 (07/19/86) 1428.5    (m)         4687.     (f) VERT ANG       
 JJ0962
 JJ0962.Superseded values are not recommended for survey control.
 JJ0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0962.See file dsdata.txt to determine how the superseded data were derived.
 JJ0962
 JJ0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC9223009978(NAD 83)
 JJ0962_MARKER: DB = BENCH MARK DISK
 JJ0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0962
 JJ0962  HISTORY     - Date     Condition        Report By
 JJ0962  HISTORY     - 1949     MONUMENTED       USGS
 JJ0962  HISTORY     - 1952     GOOD             USGS
 JJ0962  HISTORY     - 1959     GOOD             CGS
 JJ0962
 JJ0962                          STATION DESCRIPTION
 JJ0962
 JJ0962'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (LGT)
 JJ0962'THE STATION IS LOCATED NEAR THE SOUTHWEST END OF A TABLE LIKE
 JJ0962'MESA WHICH IS LOCALLY KNOWN AS APISHAPA MESA.  IT IS 12 MILES
 JJ0962'AIR LINE WEST OF ROCKY FORD, 8 MILES AIR LINE SOUTHEAST OF FOWLER,
 JJ0962'6 MILES AIR LINE SOUTHWEST OF MANZANOLA AND 5 FEET NORTH OF A
 JJ0962'WHITE WITNESS POST.
 JJ0962'
 JJ0962'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 71, ABOUT
 JJ0962'0.5 MILE WEST OF HAWLEY, GO WEST ON STATE HIGHWAY 10 FOR 15.1
 JJ0962'MILES TO A CATTLE GUARD AND SIDE ROAD RIGHT.  TURN RIGHT AND
 JJ0962'FOLLOW ROAD ALONG WEST SIDE OF FENCE FOR 8.8 MILES TO A GATE
 JJ0962'AND THE AZIMUTH MARK.  PASS THROUGH THE GATE, TURN RIGHT AND
 JJ0962'FOLLOW TRACK ROAD ALONG THE NORTH SIDE OF THE FENCE FOR 1.2
 JJ0962'MILES TO A FENCE CORNER AND A GATE ON RIGHT.  PASS THROUGH THE
 JJ0962'GATE AND GO 0.2 MILE TO THE STATION ON THE LEFT.  A DRIVE
 JJ0962'STATION.
 JJ0962'
 JJ0962'THE STATION MARK, A U.S. GEOLOGICAL SURVEY BENCH-MARK DISK
 JJ0962'STAMPED APISHAPA MESA NO. 2 1949, IS SET IN THE TOP OF A SQUARE
 JJ0962'CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE GROUND.
 JJ0962'
 JJ0962'REFERENCE MARK 1, A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK
 JJ0962'STAMPED APISHAPA MESA NO. 2 NO. 1 1949, IS SET IN THE TOP OF
 JJ0962'A SQUARE CONCRETE POST WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 JJ0962'IT IS ABOUT 6 FEET LOWER THAN THE STATION.  IT IS 18 INCHES
 JJ0962'EAST OF THE FENCE.
 JJ0962'
 JJ0962'REFERENCE MARK 2, A U.S. GEOLOGICAL SURVEY REFERENCE-MARK DISK
 JJ0962'STAMPED APISHAPA MESA NO. 2 NO. 2 1949, IS SET IN THE TOP OF A
 JJ0962'SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
 JJ0962'IT IS ABOUT 16 INCHES LOWER THAN THE STATION.
 JJ0962'
 JJ0962'THE AZIMUTH MARK, A U.S. GEOLOGICAL SURVEY BENCH-MARK DISK
 JJ0962'STAMPED 4613 42 WF 1949, IS SET IN THE TOP OF A SQUARE CONCRETE
 JJ0962'POST WHICH PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS LOCATED 34
 JJ0962'FEET SOUTH OF AN EAST-WEST FENCE, 9 FEET EAST OF THE CENTER
 JJ0962'LINE OF THE ROAD, 2.5 FEET NORTH OF A WHITE WITNESS POST AND 1
 JJ0962'FOOT WEST OF A NORTH-SOUTH FENCE.
 JJ0962
 JJ0962                          STATION RECOVERY (1959)
 JJ0962
 JJ0962'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JJ0962'THE ORIGINAL STATION APISHAPA MESA WAS NOT RECOVERED.
 JJ0962'
 JJ0962'APISHAPA MESA NO. 2 ESTABLISHED BY USGS IN 1949.
 JJ0962'
 JJ0962'STATION MARK--STANDARD USGS TABLET IN TOP OF 6 X 6 IN. CONCRETE POST
 JJ0962'PROJECTING 3 IN. ABOVE GROUND, STAMPED ---APISHAPA MESA NO. 2
 JJ0962'1949---.
 JJ0962'
 JJ0962'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1097 ***********************************************************************
 JK1097  DESIGNATION -  APPELT
 JK1097  PID         -  JK1097
 JK1097  STATE/COUNTY-  CO/PUEBLO
 JK1097  USGS QUAD   -  PINON (1974)
 JK1097
 JK1097                         *CURRENT SURVEY CONTROL
 JK1097  ___________________________________________________________________
 JK1097* NAD 83(1992)-  38 24 03.28176(N)    104 30 49.09844(W)     ADJUSTED  
 JK1097* NAVD 88     -      1609.3    (meters)    5280.     (feet)  VERTCON   
 JK1097  ___________________________________________________________________
 JK1097  LAPLACE CORR-          -6.89  (seconds)                    DEFLEC99
 JK1097  GEOID HEIGHT-         -19.41  (meters)                     GEOID03
 JK1097
 JK1097  HORZ ORDER  -  THIRD
 JK1097
 JK1097.The horizontal coordinates were established by classical geodetic methods
 JK1097.and adjusted by the National Geodetic Survey in January 1993..
 JK1097
 JK1097.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1097
 JK1097.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1097
 JK1097.The geoid height was determined by GEOID03.
 JK1097
 JK1097;                    North         East     Units Scale Factor Converg.
 JK1097;SPC CO S     -   497,734.765 1,000,560.526   MT  0.99999424   +0 36 18.0
 JK1097;SPC CO S     - 1,632,984.81  3,282,672.33   sFT  0.99999424   +0 36 18.0
 JK1097;UTM  13      - 4,250,410.480   542,467.847   MT  0.99962221   +0 18 07.6
 JK1097
 JK1097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1097!SPC CO S     -   0.99975060  x   0.99999424  =   0.99974484
 JK1097!UTM  13      -   0.99975060  x   0.99962221  =   0.99937290
 JK1097
 JK1097:                Primary Azimuth Mark                     Grid Az
 JK1097:SPC CO S     -  FOSSIL                                   354 20 07.9
 JK1097:UTM  13      -  FOSSIL                                   354 38 18.3
 JK1097
 JK1097|---------------------------------------------------------------------|
 JK1097| PID    Reference Object                     Distance      Geod. Az  |
 JK1097|                                                           dddmmss.s |
 JK1097| JK1098 FOSSIL                              APPROX.10.1 KM 3545625.9 |
 JK1097|---------------------------------------------------------------------|
 JK1097
 JK1097                          SUPERSEDED SURVEY CONTROL
 JK1097
 JK1097  NAD 83(1986)-  38 24 03.26914(N)    104 30 49.09455(W) AD(       ) 3
 JK1097  NAD 27      -  38 24 03.27103(N)    104 30 47.19839(W) AD(       ) 3
 JK1097  NGVD 29 (07/19/86) 1608.4    (m)         5277.     (f) VERT ANG       
 JK1097
 JK1097.Superseded values are not recommended for survey control.
 JK1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1097.See file dsdata.txt to determine how the superseded data were derived.
 JK1097
 JK1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC4246850410(NAD 83)
 JK1097_MARKER: DD = SURVEY DISK
 JK1097_SETTING: 0 = UNSPECIFIED SETTING
 JK1097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK1097
 JK1097  HISTORY     - Date     Condition        Report By
 JK1097  HISTORY     - 1955     MONUMENTED       USGS
 JK1097
 JK1097                          STATION DESCRIPTION
 JK1097
 JK1097'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 JK1097'STATION IS LOCATED ABOUT 5 MI. E. AND 3 MI. S. OF PINON, COLORADO,
 JK1097'NEAR PIPE LINE RD. ON APPELT RANCH, IN SEC. 13, T 19 S, R 6 W.
 JK1097'
 JK1097'TO REACH THE STATION FROM THE SCHOOL AT PINON, COLORADO, GO N. ALONG
 JK1097'U.S. HIGHWAYS 85-87 0.7 MI. TO A GRAVELED RD. E., THENCE E. 0.8 MI.
 JK1097'TO A N-S. GRAVELED RD., THENCE S. 1.0 MI. TO A RANCH RD. ON LEFT,
 JK1097'THENCE E. 3.3 MI. TO CROSSROADS, THENCE S. THROUGH IRON GATE 0.3 MI.
 JK1097'TO A SECOND IRON GATE, CONTINUE S. ON PIPE LINE RD. 2.0 MI. TO A DIM
 JK1097'RD. ON LEFT, THENCE SE. ALONG DIM RD. ABOUT 0.1 MI. TO HIGH POINT OF
 JK1097'GRAVEL RIDGE AND STATION.
 JK1097'
 JK1097'STATION MARK--A USGS STANDARD TABLET, STAMPED ---APPELT 1954---, AND
 JK1097'SET IN THE TOP OF A CONCRETE POST, PROJECTING 0.2 FT. ABOVE GROUND.
 JK1097'
 JK1097'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0467 ***********************************************************************
 KJ0467  DESIGNATION -  APRIL
 KJ0467  PID         -  KJ0467
 KJ0467  STATE/COUNTY-  CO/YUMA
 KJ0467  USGS QUAD   -  COPE (1977)
 KJ0467
 KJ0467                         *CURRENT SURVEY CONTROL
 KJ0467  ___________________________________________________________________
 KJ0467* NAD 83(1992)-  39 39 18.80765(N)    102 47 22.15172(W)     ADJUSTED  
 KJ0467* NAVD 88     -      1339.4    (meters)    4394.     (feet)  GPS OBS   
 KJ0467  ___________________________________________________________________
 KJ0467  X           -  -1,088,748.693 (meters)                     COMP
 KJ0467  Y           -  -4,796,218.715 (meters)                     COMP
 KJ0467  Z           -   4,049,427.842 (meters)                     COMP
 KJ0467  LAPLACE CORR-          -4.49  (seconds)                    DEFLEC99
 KJ0467  ELLIP HEIGHT-        1317.83  (meters)          (12/03/02) GPS OBS
 KJ0467  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 KJ0467
 KJ0467  HORZ ORDER  -  FIRST
 KJ0467  ELLP ORDER  -  FOURTH    CLASS II
 KJ0467
 KJ0467.The horizontal coordinates were established by GPS observations
 KJ0467.and adjusted by the National Geodetic Survey in December 1998..
 KJ0467
 KJ0467.The orthometric height was determined by GPS observations and a
 KJ0467.high-resolution geoid model.
 KJ0467
 KJ0467.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KJ0467
 KJ0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0467
 KJ0467.The ellipsoidal height was determined by GPS observations
 KJ0467.and is referenced to NAD 83.
 KJ0467
 KJ0467.The geoid height was determined by GEOID03.
 KJ0467
 KJ0467;                    North         East     Units Scale Factor Converg.
 KJ0467;SPC CO N     -   344,095.143 1,146,989.127   MT  1.00001049   +1 45 04.9
 KJ0467;SPC CO N     - 1,128,918.81  3,763,080.16   sFT  1.00001049   +1 45 04.9
 KJ0467;SPC CO C     -   510,519.208 1,146,984.358   MT  0.99998263   +1 42 34.2
 KJ0467;SPC CO C     - 1,674,928.43  3,763,064.51   sFT  0.99998263   +1 42 34.2
 KJ0467;UTM  13      - 4,391,826.867   689,643.138   MT  1.00004280   +1 24 39.9
 KJ0467
 KJ0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0467!SPC CO N     -   0.99979330  x   1.00001049  =   0.99980378
 KJ0467!SPC CO C     -   0.99979330  x   0.99998263  =   0.99977593
 KJ0467!UTM  13      -   0.99979330  x   1.00004280  =   0.99983609
 KJ0467
 KJ0467|---------------------------------------------------------------------|
 KJ0467| PID    Reference Object                     Distance      Geod. Az  |
 KJ0467|                                                           dddmmss.s |
 KJ0467| CP7308 APRIL RM 1                            8.806 METERS 07035     |
 KJ0467| CP7307 APRIL AZ MK                                        0905102.3 |
 KJ0467| CP7309 APRIL RM 2                            9.446 METERS 28444     |
 KJ0467|---------------------------------------------------------------------|
 KJ0467
 KJ0467                          SUPERSEDED SURVEY CONTROL
 KJ0467
 KJ0467  NAD 83(1992)-  39 39 18.80546(N)    102 47 22.15258(W) AD(       ) 2
 KJ0467  NAD 83(1986)-  39 39 18.80139(N)    102 47 22.15037(W) AD(       ) 2
 KJ0467  NAD 27      -  39 39 18.84203(N)    102 47 20.39665(W) AD(       ) 2
 KJ0467
 KJ0467.Superseded values are not recommended for survey control.
 KJ0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0467.See file dsdata.txt to determine how the superseded data were derived.
 KJ0467
 KJ0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD8964391827(NAD 83)
 KJ0467_MARKER: DS = TRIANGULATION STATION DISK
 KJ0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0467_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KJ0467_STAMPING: APRIL 1968
 KJ0467_MARK LOGO: CGS   
 KJ0467_PROJECTION: FLUSH
 KJ0467_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KJ0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0467+STABILITY: SURFACE MOTION
 KJ0467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0467+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1998
 KJ0467
 KJ0467  HISTORY     - Date     Condition        Report By
 KJ0467  HISTORY     - 1968     MONUMENTED       CGS
 KJ0467  HISTORY     - 19980623 GOOD             CODOT
 KJ0467  HISTORY     - 19990707 GOOD             NGS
 KJ0467
 KJ0467                          STATION DESCRIPTION
 KJ0467
 KJ0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KJ0467'THE STATION IS LOCATED IN THE SOUTHWEST 1/4 OF SECTION 31, T.4 S.,
 KJ0467'R. 48 W. AND ON THE RIGHT-OF-WAY PROPERTY OF U.S. HIGHWAY 36.  IT
 KJ0467'IS ABOUT 6 MILES WEST OF JOES, 3-1/2 MILES EAST OF COPE AND ON THE
 KJ0467'NORTH CUTBANK ALONG U.S. HIGHWAY 36.
 KJ0467'
 KJ0467'TO REACH THE STATION FROM THE POST OFFICE IN JOES, GO WEST ON
 KJ0467'U.S. HIGHWAY 36 FOR 1.5 MILES TO A CROSSROAD.  (STATE HIGHWAY 59
 KJ0467'RIGHT AND A GRAVELED ROAD LEFT.) CONTINUE WEST ON U.S. HIGHWAY 36
 KJ0467'FOR 3.65 MILES TO THE AZIMUTH MARK ON THE LEFT, SOUTH, SIDE OF THE
 KJ0467'HIGHWAY.  CONTINUE WEST ON U.S. HIGHWAY 36 FOR 0.8 MILE TO THE
 KJ0467'STATION ON THE RIGHT, NORTH, SIDE OF THE HIGHWAY.
 KJ0467'
 KJ0467'THE STATION MARK IS A STANDARD DISK STAMPED APRIL 1968, SET IN
 KJ0467'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 KJ0467'GROUND SURFACE.  IT IS 80 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 KJ0467'36, 15.5 FEET SOUTHWEST OF A TELEPHONE POLE AND 10 FEET SOUTH OF
 KJ0467'THE NORTH RIGHT-OF-WAY FENCE ALONG U.S. HIGHWAY 36.
 KJ0467'
 KJ0467'REFERENCE MARK 1 IS A STANDARD DISK STAMPED APRIL NO 1 1968, SET
 KJ0467'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 KJ0467'THE GROUND SURFACE.  IT IS 88 FEET NORTH OF THE CENTER OF
 KJ0467'U.S. HIGHWAY 36, 17 FEET EAST OF THE TELEPHONE POLE AND 0.8 FOOT
 KJ0467'SOUTH OF THE NORTH RIGHT-OF-WAY FENCE ALONG U.S. HIGHWAY 36.
 KJ0467'
 KJ0467'REFERENCE MARK 2 IS A STANDARD DISK STAMPED APRIL NO 2 1968, SET
 KJ0467'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 KJ0467'THE GROUND SURFACE.  IT IS 88 FEET NORTH OF THE CENTER OF
 KJ0467'U.S. HIGHWAY 36, 2.2 FEET EAST-SOUTHEAST OF A METAL WITNESS POST
 KJ0467'AND 1.4 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE ALONG
 KJ0467'U.S. HIGHWAY 36.
 KJ0467'
 KJ0467'THE AZIMUTH MARK IS A STANDARD DISK STAMPED APRIL 1968, SET IN
 KJ0467'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 KJ0467'GROUND SURFACE.  IT IS 90 FEET EAST-NORTHEAST OF A POWER LINE POLE,
 KJ0467'59 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 36 AND 0.7 FOOT NORTH
 KJ0467'OF THE SOUTH RIGHT-OF-WAY FENCE ALONG U.S. HIGHWAY 36.
 KJ0467'
 KJ0467'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KJ0467
 KJ0467                          STATION RECOVERY (1998)
 KJ0467
 KJ0467'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (KAW)
 KJ0467'THE STATION WILL BE USED DURING A COLORADO HARN DENSIFICATION PROJECT
 KJ0467'THE STATION IS LOCATED ABOUT 3.2 MI (5.1 KM) EAST OF COPE AT US
 KJ0467'HIGHWAY 36 (US 36) MILEPOST 181.1 IN THE SOUTHEAST 1/4 OF SECTION 31,
 KJ0467'T 4 S, R 48 W, 6TH P.M OWNERSHIP-- COLORADO DEPARTMENT OF
 KJ0467'TRANSPORTATION TO REACH THE STATION FROM THE WEST JUNCTION OF US 36
 KJ0467'AND STATE HIGHWAY 59 NEAR COPE, PROCEED EAST ON US 36 FOR 3.0 MI (4.8
 KJ0467'KM) TO THE STATION ON THE LEFT THE STATION IS A BRASS USCGS
 KJ0467'TRIANGULATION DISK IN A CONCRETE POST SET FLUSH WITH THE GROUND.  IT
 KJ0467'IS 24.1 M (79.1 FT) NORTH OF THE CENTER OF US 36, 3.1 M (10.2 FT)
 KJ0467'SOUTH OF THE NORTH RIGHT OF WAY FENCE OF US 36, 1 M (3.3 FT) EAST OF A
 KJ0467'STEEL CODOT WITNESS POST AND 1 M (3.3 FT) WEST OF A STEEL CODOT
 KJ0467'WITNESS POST DESCRIPTION BY K A WILLIAMS, CODOT
 KJ0467
 KJ0467                          STATION RECOVERY (1999)
 KJ0467
 KJ0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 KJ0467'THE AZIMUTH MARK WAS FOUND DESTROYED. IT WAS STAMPED APRIL 1968 AND AN
 KJ0467'AZIMUTH MARK DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1188 ***********************************************************************
 JK1188  DESIGNATION -  APRR 2
 JK1188  PID         -  JK1188
 JK1188  STATE/COUNTY-  CO/EL PASO
 JK1188  USGS QUAD   -  TIMBER MOUNTAIN (1994)
 JK1188
 JK1188                         *CURRENT SURVEY CONTROL
 JK1188  ___________________________________________________________________
 JK1188* NAD 83(1992)-  38 36 52.92553(N)    104 50 57.83390(W)     ADJUSTED  
 JK1188* NAVD 88     -      1986.6    (meters)    6518.     (feet)  VERTCON   
 JK1188  ___________________________________________________________________
 JK1188  LAPLACE CORR-         -14.58  (seconds)                    DEFLEC99
 JK1188  GEOID HEIGHT-         -17.28  (meters)                     GEOID03
 JK1188
 JK1188  HORZ ORDER  -  THIRD
 JK1188
 JK1188.The horizontal coordinates were established by classical geodetic methods
 JK1188.and adjusted by the National Geodetic Survey in January 1993..
 JK1188
 JK1188.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1188
 JK1188.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1188
 JK1188.The geoid height was determined by GEOID03.
 JK1188
 JK1188;                    North         East     Units Scale Factor Converg.
 JK1188;SPC CO C     -   391,741.120   971,063.409   MT  0.99997170   +0 24 37.2
 JK1188;SPC CO C     - 1,285,237.32  3,185,897.20   sFT  0.99997170   +0 24 37.2
 JK1188;UTM  13      - 4,274,031.767   513,111.299   MT  0.99960212   +0 05 38.4
 JK1188
 JK1188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1188!SPC CO C     -   0.99969110  x   0.99997170  =   0.99966280
 JK1188!UTM  13      -   0.99969110  x   0.99960212  =   0.99929334
 JK1188
 JK1188:                Primary Azimuth Mark                     Grid Az
 JK1188:SPC CO C     -  RIM                                      346 37 06.7
 JK1188:UTM  13      -  RIM                                      346 56 05.5
 JK1188
 JK1188|---------------------------------------------------------------------|
 JK1188| PID    Reference Object                     Distance      Geod. Az  |
 JK1188|                                                           dddmmss.s |
 JK1188| JK1185 RIM                                 APPROX. 4.2 KM 3470143.9 |
 JK1188|---------------------------------------------------------------------|
 JK1188
 JK1188                          SUPERSEDED SURVEY CONTROL
 JK1188
 JK1188  NAD 83(1986)-  38 36 52.90202(N)    104 50 57.83404(W) AD(       ) 3
 JK1188  NAD 27      -  38 36 52.89700(N)    104 50 55.90121(W) AD(       ) 3
 JK1188  NGVD 29 (07/19/86) 1985.6    (m)         6514.     (f) VERT ANG       
 JK1188
 JK1188.Superseded values are not recommended for survey control.
 JK1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1188.See file dsdata.txt to determine how the superseded data were derived.
 JK1188
 JK1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC1311174032(NAD 83)
 JK1188_MARKER: DD = SURVEY DISK
 JK1188_SETTING: 66 = SET IN ROCK OUTCROP
 JK1188_SP_SET: SET IN ROCK OUTCROP
 JK1188_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK1188+STABILITY: POSITION/ELEVATION WELL
 JK1188
 JK1188  HISTORY     - Date     Condition        Report By
 JK1188  HISTORY     - 1947     MONUMENTED       USGS
 JK1188
 JK1188                          STATION DESCRIPTION
 JK1188
 JK1188'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JK1188'EL PASO COUNTY, APPROXIMATELY 1/16 COR. OF SEC. 35 AND 36, T 16 S,
 JK1188'R 67 W, CAMP CARSON MILITARY RESERVATION.
 JK1188'
 JK1188'THE STATION IS BEST REACHED FROM THE JUNCTION OF U.S. HIGHWAY 85 AND
 JK1188'87 AND STATE HIGHWAY 115 11.9 MI. TO MILITARY RD. E., THENCE E. FOR
 JK1188'0.2 MI. TO RD. FORK, TAKE RIGHT FORK 2.7 MI. TO STATION SITE.  THE
 JK1188'STATION IS LOCATED APPROXIMATELY 500 FT. SW. FROM MAIN RD. AND 119 FT.
 JK1188'FROM TRAIL FORK AT RIDGE.
 JK1188'
 JK1188'STATION MARK--STANDARD TABLET CEMENTED IN ROCK, STAMPED ---D 1947
 JK1188'APRR 2---.
 JK1188'
 JK1188'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0733 ***********************************************************************
 JJ0733  DESIGNATION -  ARAPAHOE
 JJ0733  PID         -  JJ0733
 JJ0733  STATE/COUNTY-  CO/CHEYENNE
 JJ0733  USGS QUAD   -  ARAPAHOE SE (1969)
 JJ0733
 JJ0733                         *CURRENT SURVEY CONTROL
 JJ0733  ___________________________________________________________________
 JJ0733* NAD 83(1992)-  38 46 01.31239(N)    102 05 45.50515(W)     ADJUSTED  
 JJ0733* NAVD 88     -      1226.71   (+/-2cm)    4024.6    (feet)  VERTCON   
 JJ0733  ___________________________________________________________________
 JJ0733  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 JJ0733  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 JJ0733
 JJ0733  HORZ ORDER  -  FIRST
 JJ0733  VERT ORDER  -  THIRD ? (See Below)
 JJ0733
 JJ0733.The horizontal coordinates were established by classical geodetic methods
 JJ0733.and adjusted by the National Geodetic Survey in January 1993..
 JJ0733
 JJ0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0733.The vertical order pertains to the NGVD 29 superseded value.
 JJ0733
 JJ0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0733
 JJ0733.The geoid height was determined by GEOID03.
 JJ0733
 JJ0733;                    North         East     Units Scale Factor Converg.
 JJ0733;SPC CO C     -   413,989.372 1,210,161.751   MT  0.99995280   +2 08 48.8
 JJ0733;SPC CO C     - 1,358,230.13  3,970,339.01   sFT  0.99995280   +2 08 48.8
 JJ0733;SPC KS N     -    56,194.419    44,144.050   MT  0.99999225   -2 35 29.7
 JJ0733;SPC KS S     -   639,147.725    87,537.975   MT  1.00004578   -2 12 35.4
 JJ0733;UTM  13      - 4,294,929.959   752,310.824   MT  1.00038400   +1 49 09.6
 JJ0733
 JJ0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0733!SPC CO C     -   0.99981121  x   0.99995280  =   0.99976402
 JJ0733!SPC KS N     -   0.99981121  x   0.99999225  =   0.99980346
 JJ0733!SPC KS S     -   0.99981121  x   1.00004578  =   0.99985698
 JJ0733!UTM  13      -   0.99981121  x   1.00038400  =   1.00019514
 JJ0733
 JJ0733|---------------------------------------------------------------------|
 JJ0733| PID    Reference Object                     Distance      Geod. Az  |
 JJ0733|                                                           dddmmss.s |
 JJ0733| CM8281 ARAPAHOE RM                         238.836 METERS 00053     |
 JJ0733| CM8280 ARAPAHOE AZ MK                                     0273210.2 |
 JJ0733| JH0654 WESKAN UNION PACIFIC RR TANK        APPROX.15.9 KM 0443521.9 |
 JJ0733| JH0650 WESKAN CONSOL SCHOOL STACK          APPROX.15.8 KM 0462224.4 |
 JJ0733| CM8282 ARAPAHOE RM 2                        45.950 METERS 28726     |
 JJ0733|---------------------------------------------------------------------|
 JJ0733
 JJ0733                          SUPERSEDED SURVEY CONTROL
 JJ0733
 JJ0733  NAD 83(1986)-  38 46 01.31158(N)    102 05 45.50411(W) AD(       ) 1
 JJ0733  NAD 27      -  38 46 01.28000(N)    102 05 43.85923(W) AD(       ) 1
 JJ0733  NGVD 29 (07/19/86) 1226.23   (m)         4023.1    (f) LEVELING    3  
 JJ0733
 JJ0733.Superseded values are not recommended for survey control.
 JJ0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0733.See file dsdata.txt to determine how the superseded data were derived.
 JJ0733
 JJ0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC5231194930(NAD 83)
 JJ0733_MARKER: DS = TRIANGULATION STATION DISK
 JJ0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0733
 JJ0733  HISTORY     - Date     Condition        Report By
 JJ0733  HISTORY     - 1891     MONUMENTED       CGS
 JJ0733  HISTORY     - 1922     SEE DESCRIPTION  CGS
 JJ0733  HISTORY     - 1934     GOOD             CGS
 JJ0733  HISTORY     - 1954     GOOD             CGS
 JJ0733
 JJ0733                          STATION DESCRIPTION
 JJ0733
 JJ0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 JJ0733'ABOUT 7 MILES SOUTHEAST OF ARAPAHOE, 11 MILES SOUTHWEST OF
 JJ0733'WESKAN, TOWN ON THE UNION PACIFIC RAILROAD AND 3 MILES WEST
 JJ0733'OF THE KANSAS-COLORADO BOUNDARY LINE, IN THE NW 1/4 NE 1/4
 JJ0733'SEC. 10, T. 15 S., R. 42 W., ON THE HIGHEST AND MOST PROMINENT
 JJ0733'HILL IN THE VICINITY.  STATION AND UNDERGROUND MARKS ARE SIMILAR
 JJ0733'TO THOSE AT STATION CURLEW.  PIECES OF BROKEN
 JJ0733'CROCKERY AND TILE ARE MIXED WITH THE DIRT OVER THE STATION
 JJ0733'MARK.  A STANDARD BRONZE REFERENCE TABLET IN CONCRETE IS ON
 JJ0733'THE SOUTH FENCE LINE OF THE ROADWAY ALONG THE NORTH LINE OF
 JJ0733'SECTION 10, 30 FEET SOUTH OF THE SECTION LINE, AND 238.81
 JJ0733'METERS (783.5 FEET), N. 13 DEG W. (MAGNETIC) FROM THE
 JJ0733'STATION.  ADDITIONAL REFERENCES ARE AS FOLLOWS--TO DRAIN PIPE
 JJ0733'WITH CAP AT THE NORTHEAST CORNER OF SECTION 10 (U.S.
 JJ0733'LAND OFFICE MARK), 516.0 METERS (1,693 FEET), N. 45 DEG E.
 JJ0733'(MAGNETIC).  EAST LINE OF SECTION 10, 449.0 METERS (1,473
 JJ0733'FEET), EAST.
 JJ0733
 JJ0733                          STATION RECOVERY (1934)
 JJ0733
 JJ0733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WRP)
 JJ0733'THE STATION AND REFERENCE MARK WAS RECOVERED IN GOOD CONDITION.
 JJ0733'A REVISED DESCRIPTION OF THE STATION FOLLOWS--
 JJ0733'
 JJ0733'THE STATION IS LOCATED ABOUT 8-1/2 MILES SOUTHWEST OF WESKAN,
 JJ0733'7 MILES SOUTHEAST OF ARAPAHOE, 5-1/2 MILES SOUTH OF HIGHWAY,
 JJ0733'U.S. 40 S. AND 2-1/2 MILES WEST OF THE KANSAS-COLORADO STATE
 JJ0733'LINE.  IT IS IN PASTURE LAND ON THE HIGHEST POINT OF THE
 JJ0733'HIGHEST AND MOST PROMINENT HILL IN THE IMMEDIATE VICINITY
 JJ0733'AND IS IN THE NORTHWEST 40 OF THE NORTHEAST QUARTER OF SEC.
 JJ0733'10, T. 15 S., R. 42 W.
 JJ0733'
 JJ0733'THE STATION MARK STAMPED ARAPAHOE-1891,
 JJ0733'IS 8 INCHES BELOW THE SURFACE OF THE GROUND AND IS IN GOOD
 JJ0733'CONDITION.  IT IS 331 FEET SOUTH-SOUTHEAST OF AN OPEN CISTERN
 JJ0733'15 FEET IN DIAMETER AND 15 FEET DEEP.  THIS CISTERN IS NEAR
 JJ0733'THE RUINS OF AN ADOBE BUILDING.
 JJ0733'
 JJ0733'REFERENCE MARK STAMPED ARAPAHOE-1891, PROJECTS
 JJ0733'3 INCHES AND IS NORTH OF THE STATION.  IT IS IN AN EAST-AND-WEST
 JJ0733'FENCE LINE AND IS 199.5 FEET EAST OF THE EAST POST OF A GATE
 JJ0733'IN THE SAME FENCE.  IT IS IN GOOD CONDITION.
 JJ0733'
 JJ0733'REFERENCE MARK NO. 2 STAMPED ARAPAHOE-1934 NO 2,
 JJ0733'IS WEST-NORTHWEST OF THE STATION AND PROJECTS 3 INCHES.  IT
 JJ0733'IS 284 FEET SOUTH-SOUTHWEST OF THE ABOVE-MENTIONED CISTERN.
 JJ0733'
 JJ0733'THE AZIMUTH MARK STAMPED ARAPAHOE-1934 AZIMUTH,
 JJ0733'PROJECTS 3 INCHES AND IS NORTH-NORTHEAST OF THE STATION.
 JJ0733'IT IS IN THE RIGHT-OF-WAY FENCE ON THE EAST SIDE OF A GRADED
 JJ0733'NORTH-AND-SOUTH ROAD WHICH PASSES 0.3 MILE EAST OF THE STATION.
 JJ0733'THE MARK IS AT A T-FENCE CORNER.
 JJ0733'
 JJ0733'A 25-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 JJ0733'
 JJ0733'TO REACH THE STATION FROM WESKAN, A SMALL TOWN ON U.S. HIGHWAY
 JJ0733'40 S, AND THE UNION PACIFIC RAILROAD, GO WEST ON U.S. 40 S
 JJ0733'4.2 MILES TO THE STATE LINE.  CONTINUE WEST ON U.S. 40 S 2.3
 JJ0733'MILES TO A GRADED ROAD ON THE LEFT.  HERE LEAVE U.S. 40 S,
 JJ0733'TURN LEFT AND GO SOUTH ON GRADED ROAD 5.1 MILES TO THE AZIMUTH
 JJ0733'MARK ON THE LEFT, EAST, SIDE OF THE ROAD.  CONTINUE SOUTH ON
 JJ0733'GRADED ROAD 0.5 MILE TO A TRACK ROAD ON THE RIGHT.  HERE LEAVE
 JJ0733'GRADED ROAD, TURN RIGHT AND GO WEST ALONG THE NORTH SIDE OF AN
 JJ0733'EAST-AND-WEST ROAD 0.3 MILE TO A GATE.  (REFERENCE MARK 1891
 JJ0733'IS IN THIS FENCE.) TURN LEFT, PASS THROUGH GATE, AND GO
 JJ0733'SOUTH 0.1 MILE TO TOP OF HILL AND STATION.
 JJ0733'
 JJ0733'NOTE--REFERENCE MARK 1891 NOT VISIBLE FROM STATION UNLESS
 JJ0733'6-FOOT RANGE POLE IS USED.
 JJ0733
 JJ0733                          STATION RECOVERY (1954)
 JJ0733
 JJ0733'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0733'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 JJ0733'FOUND IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 JJ0733'
 JJ0733'THE STATION IS LOCATED AIRLINE, ABOUT 7 MILES SOUTHEAST OF
 JJ0733'ARAPAHOE, ABOUT 11 MILES SOUTHWEST OF WESKAN AND ABOUT 3
 JJ0733'MILES WEST OF THE COLORADO-KANSAS STATE LINE.  IT IS ON THE
 JJ0733'HIGHEST POINT IN THE IMMEDIATE VICINITY WHICH WAS FORMERLY
 JJ0733'PASTURE LAND BUT IS NOW UNDER CULTIVATION.
 JJ0733'
 JJ0733'THE STATION IS A STANDARD DISK STAMPED ARAPAHOE 1891 SET
 JJ0733'IN TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 20 INCHES IN
 JJ0733'DIAMETER AND IS ABOUT 15 INCHES BELOW THE SURFACE OF THE GROUND.
 JJ0733'
 JJ0733'REFERENCE MARK (NOT NUMBERED) IS A STANDARD DISK STAMPED
 JJ0733'ARAPAHOE 1891 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JJ0733'WHICH IS ABOUT FLUSH WITH THE SURFACE OF THE GROUND.  IT IS
 JJ0733'6 INCHES SOUTH OF AN EAST-WEST FENCE LINE AND 1 FOOT WEST
 JJ0733'OF A WHITE WITNESS POST.
 JJ0733'
 JJ0733'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ARAPAHOE
 JJ0733'NO 2 1934 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JJ0733'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 JJ0733'
 JJ0733'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 JJ0733'ARAPAHOE AZIMUTH 1934 SET IN TOP OF A 10-INCH SQUARE CONCRETE
 JJ0733'MONUMENT WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 JJ0733'IT IS 2 FEET SOUTHWEST OF A T-FENCE CORNER AND 27 FEET EAST
 JJ0733'OF THE CENTER LINE OF A DIRT ROAD.
 JJ0733'
 JJ0733'TO REACH THE STATION FROM THE MISSOURI-PACIFIC RAIL ROAD STATION
 JJ0733'IN TOWNER, GO WEST ON STATE HIGHWAY 96 FOR 0.3 MILE TO A SIDE
 JJ0733'ROAD RIGHT.  TURN RIGHT OFF THE HIGHWAY AND FOLLOW THE DIRT
 JJ0733'ROAD NORTH FOR 14.4 MILES.  TURN LEFT AND GO WEST FOR 0.1
 JJ0733'MILE.  TURN RIGHT AND GO NORTH ON THE DIRT ROAD FOR 4.5
 JJ0733'MILES TO A T-FENCE CORNER ON THE LEFT, WEST SIDE.  THE FENCE
 JJ0733'WAS DOWN AT THIS CORNER WHICH IS THE SOUTHEAST CORNER OF THE
 JJ0733'FIELD IN WHICH THE STATION IS LOCATED.  PASS THROUGH THE
 JJ0733'FENCE AND GO NORTHWEST ACROSS COUNTRY FOR 0.4 MILE TO THE
 JJ0733'HIGHEST POINT OF THE FIELD AND THE STATION.
 JJ0733'
 JJ0733'TO REACH THE AZIMUTH MARK FROM THE T-FENCE CORNER AT THE
 JJ0733'SOUTHEAST CORNER OF THE FIELD IN WHICH THE STATION IS IN,
 JJ0733'GO NORTH ON THE DIRT ROAD FOR 0.9 MILE TO A FENCE CORNER ON
 JJ0733'THE RIGHT, EAST SIDE AND THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1832 ***********************************************************************
 KK1832  DESIGNATION -  ARAPAHOE AZ MK
 KK1832  PID         -  KK1832
 KK1832  STATE/COUNTY-  CO/ARAPAHOE
 KK1832  USGS QUAD   -  LITTLETON (1994)
 KK1832
 KK1832                         *CURRENT SURVEY CONTROL
 KK1832  ___________________________________________________________________
 KK1832* NAD 83(1992)-  39 36 36.68567(N)    105 01 11.62666(W)     ADJUSTED  
 KK1832* NAVD 88     -      1627.0    (meters)    5338.     (feet)  VERTCON   
 KK1832  ___________________________________________________________________
 KK1832  LAPLACE CORR-          -9.89  (seconds)                    DEFLEC99
 KK1832  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 KK1832
 KK1832  HORZ ORDER  -  SECOND
 KK1832
 KK1832.The horizontal coordinates were established by classical geodetic methods
 KK1832.and adjusted by the National Geodetic Survey in January 1993..
 KK1832
 KK1832.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1832
 KK1832.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1832
 KK1832.The geoid height was determined by GEOID03.
 KK1832
 KK1832;                    North         East     Units Scale Factor Converg.
 KK1832;SPC CO C     -   502,158.298   955,630.698   MT  0.99997533   +0 18 10.1
 KK1832;SPC CO C     - 1,647,497.68  3,135,265.05   sFT  0.99997533   +0 18 10.1
 KK1832;UTM  13      - 4,384,493.820   498,292.041   MT  0.99960004   -0 00 45.7
 KK1832
 KK1832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1832!SPC CO C     -   0.99974743  x   0.99997533  =   0.99972277
 KK1832!UTM  13      -   0.99974743  x   0.99960004  =   0.99934757
 KK1832
 KK1832                          SUPERSEDED SURVEY CONTROL
 KK1832
 KK1832  NAD 83(1986)-  39 36 36.68280(N)    105 01 11.62485(W) AD(       ) 2
 KK1832  NAD 27      -  39 36 36.72663(N)    105 01 09.68515(W) AD(       ) 2
 KK1832  NGVD 29 (07/19/86) 1626.1    (m)         5335.     (f) VERT ANG       
 KK1832
 KK1832.Superseded values are not recommended for survey control.
 KK1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1832.See file dsdata.txt to determine how the superseded data were derived.
 KK1832
 KK1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9829284494(NAD 83)
 KK1832_MARKER: DZ = AZIMUTH MARK DISK
 KK1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1832_STAMPING: ARAPAHOE 1977
 KK1832_MARK LOGO: NGS   
 KK1832_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK1832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1832
 KK1832  HISTORY     - Date     Condition        Report By
 KK1832  HISTORY     - 1977     MONUMENTED       NGS
 KK1832  HISTORY     - 19850409 GOOD             NGS
 KK1832
 KK1832                          STATION DESCRIPTION
 KK1832
 KK1832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1832'STATION IS LOCATED IN THE WEST EDGE OF LITTLETON, 1/4
 KK1832'MILE SOUTH OF THE JUNCTION OF U.S HIGHWAY 85 AND STATE HIGHWAY
 KK1832'75 AND AT THE JUNCTION OF WEST CHURCH AVENUE AND SOUTH
 KK1832'SUMMER STREET.
 KK1832'
 KK1832'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND
 KK1832'STATE HIGHWAY 75 IN THE WEST EDGE OF LITTLETON, GO SOUTH ON
 KK1832'HIGHWAY 85 FOR 0.15 MILE TO THE JUNCTION OF WEST
 KK1832'CHURCH AVENUE.
 KK1832'TURN LEFT AND GO EAST ON WEST CHURCH AVENUE FOR 0.1 MILE TO
 KK1832'THE STATION ON THE RIGHT JUST PASS THE JUNCTION OF SOUTH
 KK1832'SUMMER STREET.
 KK1832'
 KK1832'STATION MARK, STAMPED---ARAPAHOE 1977---, IS A STANDARD
 KK1832'AZIMUTH MARK DISK CEMENTED IN A DRILL HOLE IN THE CENTER OF A
 KK1832'CONCRETE SIDEWALK.  IT IS 135 FEET NORTHEAST OF A METAL LIGHT
 KK1832'POLE IN A PARKING LOT, 130 FEET EAST OF A POWER POLE, 47 FEET
 KK1832'WEST OF A POWER POLE AND 32.5 FEET SOUTH OF THE CENTER LINE OF
 KK1832'WEST CHURCH AVENUE.
 KK1832'
 KK1832'HEIGHT OF LIGHT SHOWN ABOVE THE STATION MARK WAS 1.0 METER.
 KK1832
 KK1832                          STATION RECOVERY (1985)
 KK1832
 KK1832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 KK1832'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1835 ***********************************************************************
 KK1835  DESIGNATION -  ARAPAHOE RESET
 KK1835  PID         -  KK1835
 KK1835  STATE/COUNTY-  CO/ARAPAHOE
 KK1835  USGS QUAD   -  LITTLETON (1994)
 KK1835
 KK1835                         *CURRENT SURVEY CONTROL
 KK1835  ___________________________________________________________________
 KK1835* NAD 83(1992)-  39 36 18.91657(N)    105 01 11.83778(W)     ADJUSTED  
 KK1835* NAVD 88     -      1630.2    (meters)    5348.     (feet)  VERTCON   
 KK1835  ___________________________________________________________________
 KK1835  LAPLACE CORR-          -9.88  (seconds)                    DEFLEC99
 KK1835  GEOID HEIGHT-         -16.72  (meters)                     GEOID03
 KK1835
 KK1835  HORZ ORDER  -  SECOND
 KK1835
 KK1835.The horizontal coordinates were established by classical geodetic methods
 KK1835.and adjusted by the National Geodetic Survey in January 1993..
 KK1835
 KK1835.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1835
 KK1835.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1835
 KK1835.The geoid height was determined by GEOID03.
 KK1835
 KK1835;                    North         East     Units Scale Factor Converg.
 KK1835;SPC CO C     -   501,610.278   955,628.558   MT  0.99997457   +0 18 09.9
 KK1835;SPC CO C     - 1,645,699.72  3,135,258.03   sFT  0.99997457   +0 18 09.9
 KK1835;UTM  13      - 4,383,946.026   498,286.885   MT  0.99960004   -0 00 45.8
 KK1835
 KK1835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1835!SPC CO C     -   0.99974693  x   0.99997457  =   0.99972151
 KK1835!UTM  13      -   0.99974693  x   0.99960004  =   0.99934707
 KK1835
 KK1835:                Primary Azimuth Mark                     Grid Az
 KK1835:SPC CO C     -  ARAPAHOE AZ MK OFFSET                    000 13 29.1
 KK1835:UTM  13      -  ARAPAHOE AZ MK OFFSET                    000 32 24.8
 KK1835
 KK1835|---------------------------------------------------------------------|
 KK1835| PID    Reference Object                     Distance      Geod. Az  |
 KK1835|                                                           dddmmss.s |
 KK1835| KK1833 ARAPAHOE AZ MK OFFSET               APPROX. 0.5 KM 0003139.0 |
 KK1835| KK1832 ARAPAHOE AZ MK                      APPROX. 0.5 KM 0003135.5 |
 KK1835| KK1834 ARAPAHOE PT A                         4.018 METERS 03710     |
 KK1835| CP7310 ARAPAHOE RM 1                        10.537 METERS 21924     |
 KK1835| CP7311 ARAPAHOE RM 2                        11.290 METERS 31125     |
 KK1835|---------------------------------------------------------------------|
 KK1835
 KK1835                          SUPERSEDED SURVEY CONTROL
 KK1835
 KK1835  NAD 83(1986)-  39 36 18.91369(N)    105 01 11.83598(W) AD(       ) 2
 KK1835  NAD 27      -  39 36 18.95725(N)    105 01 09.89618(W) AD(       ) 2
 KK1835  NGVD 29 (07/19/86) 1629.3    (m)         5345.     (f) VERT ANG       
 KK1835
 KK1835.Superseded values are not recommended for survey control.
 KK1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1835.See file dsdata.txt to determine how the superseded data were derived.
 KK1835
 KK1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9828783946(NAD 83)
 KK1835_MARKER: DS = TRIANGULATION STATION DISK
 KK1835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK1835_STAMPING: ARAPAHOE 1977 1985
 KK1835_MARK LOGO: NGS   
 KK1835_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1835+STABILITY: SURFACE MOTION
 KK1835
 KK1835  HISTORY     - Date     Condition        Report By
 KK1835  HISTORY     - 1985     MONUMENTED       NGS
 KK1835
 KK1835                          STATION DESCRIPTION
 KK1835
 KK1835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KK1835'THE STATION MARK WAS RECOVERED IN GOOD CONDITION BUT COVERED BY FILL
 KK1835'DIRT.  A NEW STATION MARK WAS SET AT THIS TIME TO BRING IT UP TO THE
 KK1835'SURFACE BY SETTING A MONUMENT ABOVE THE OLD ONE.  REFERENCE MARKS 1, 2
 KK1835'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION EXCEPT THAT THE
 KK1835'AZIMUTH MARK DISK IS A LITTLE BEAT UP.  THE ANGLES AND DISTANCES
 KK1835'AGREED WITH THE 1977 DATA.  THE TO REACH IS STILL GOOD EXCEPT THE
 KK1835'VOLLEYBALL COURTS ARE GONE AND THE AREA IS AN OPEN FIELD.  THE TRACK
 KK1835'ROAD MENTIONED IN THE STATION MARK AND REFERENCE MARK 1 DESCRIPTIONS
 KK1835'IS NOW GONE.  A WITNESS POST WAS SET 1.2 M (3.9 FT) SOUTH OF THE
 KK1835'STATION MARK.  THE STATION MARK IS ON THE PROPERTY OF ARAPAHOE
 KK1835'COMMUNITY COLLEGE.  CONTACT MR. WES ANDRUD, PHYSICAL PLANT, 5900 S.
 KK1835'SANTA FE.  LITTLETON, COLORADO 80120, TELEPHONE 303-797-5758.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0736 ***********************************************************************
 JJ0736  DESIGNATION -  ARAPAHOE SUMMIT CO GRAIN ELEV
 JJ0736  PID         -  JJ0736
 JJ0736  STATE/COUNTY-  CO/CHEYENNE
 JJ0736  USGS QUAD   -  ARAPAHOE (1982)
 JJ0736
 JJ0736                         *CURRENT SURVEY CONTROL
 JJ0736  ___________________________________________________________________
 JJ0736* NAD 83(1992)-  38 51 02.42216(N)    102 10 43.01275(W)     ADJUSTED  
 JJ0736* NAVD 88     -                                                        
 JJ0736  ___________________________________________________________________
 JJ0736  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 JJ0736  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 JJ0736
 JJ0736  HORZ ORDER  -  THIRD
 JJ0736
 JJ0736.The horizontal coordinates were established by classical geodetic methods
 JJ0736.and adjusted by the National Geodetic Survey in January 1993..
 JJ0736
 JJ0736
 JJ0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0736
 JJ0736.The geoid height was determined by GEOID03.
 JJ0736
 JJ0736;                    North         East     Units Scale Factor Converg.
 JJ0736;SPC CO C     -   423,002.119 1,202,645.321   MT  0.99994540   +2 05 41.1
 JJ0736;SPC CO C     - 1,387,799.45  3,945,678.86   sFT  0.99994540   +2 05 41.1
 JJ0736;UTM  13      - 4,303,989.031   744,842.686   MT  1.00033826   +1 46 14.6
 JJ0736
 JJ0736                          SUPERSEDED SURVEY CONTROL
 JJ0736
 JJ0736  NAD 83(1986)-  38 51 02.42081(N)    102 10 43.01141(W) AD(       ) 4
 JJ0736  NAD 27      -  38 51 02.39384(N)    102 10 41.31299(W) AD(       ) 3
 JJ0736
 JJ0736.Superseded values are not recommended for survey control.
 JJ0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0736.See file dsdata.txt to determine how the superseded data were derived.
 JJ0736
 JJ0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD4484303989(NAD 83)
 JJ0736_MARKER: 65 = GRAIN ELEVATOR
 JJ0736
 JJ0736  HISTORY     - Date     Condition        Report By
 JJ0736  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0736
 JJ0736                          STATION DESCRIPTION
 JJ0736
 JJ0736'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0610 ***********************************************************************
 HL0610  DESIGNATION -  ARBOLES
 HL0610  PID         -  HL0610
 HL0610  STATE/COUNTY-  CO/ARCHULETA
 HL0610  USGS QUAD   -  CARRACAS (1975)
 HL0610
 HL0610                         *CURRENT SURVEY CONTROL
 HL0610  ___________________________________________________________________
 HL0610* NAD 83(1992)-  37 00 00.61198(N)    107 21 52.07255(W)     ADJUSTED  
 HL0610* NAVD 88     -      2321.9    (meters)    7618.     (feet)  VERTCON   
 HL0610  ___________________________________________________________________
 HL0610  LAPLACE CORR-           6.81  (seconds)                    DEFLEC99
 HL0610  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 HL0610
 HL0610  HORZ ORDER  -  SECOND
 HL0610
 HL0610.The horizontal coordinates were established by classical geodetic methods
 HL0610.and adjusted by the National Geodetic Survey in December 1993..
 HL0610
 HL0610.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0610.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0610
 HL0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0610
 HL0610.The geoid height was determined by GEOID03.
 HL0610
 HL0610;                    North         East     Units Scale Factor Converg.
 HL0610;SPC CO S     -   343,470.903   748,445.728   MT  1.00005049   -1 08 37.0
 HL0610;SPC CO S     - 1,126,870.79  2,455,525.69   sFT  1.00005049   -1 08 37.0
 HL0610;SPC NM C     -   666,069.574   400,808.043   MT  1.00002117   -0 40 14.7
 HL0610;SPC NM C     - 2,185,263.26  1,314,984.39   sFT  1.00002117   -0 40 14.7
 HL0610;SPC NM W     -   665,602.816   871,731.349   MT  0.99993811   +0 16 55.8
 HL0610;SPC NM W     - 2,183,731.91  2,860,005.27   sFT  0.99993811   +0 16 55.8
 HL0610;UTM  13      - 4,097,504.748   289,603.095   MT  1.00014536   -1 25 24.6
 HL0610
 HL0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0610!SPC CO S     -   0.99963882  x   1.00005049  =   0.99968929
 HL0610!SPC NM C     -   0.99963882  x   1.00002117  =   0.99965998
 HL0610!SPC NM W     -   0.99963882  x   0.99993811  =   0.99957695
 HL0610!UTM  13      -   0.99963882  x   1.00014536  =   0.99978413
 HL0610
 HL0610|---------------------------------------------------------------------|
 HL0610| PID    Reference Object                     Distance      Geod. Az  |
 HL0610|                                                           dddmmss.s |
 HL0610| CM6861 ARBOLES RM 1                         12.622 METERS 12221     |
 HL0610| CM6862 ARBOLES RM 2                         12.596 METERS 24401     |
 HL0610| HL0622 TIFFANY                             APPROX.16.8 KM 2741748.1 |
 HL0610|---------------------------------------------------------------------|
 HL0610
 HL0610                          SUPERSEDED SURVEY CONTROL
 HL0610
 HL0610  NAD 83(1992)-  37 00 00.61188(N)    107 21 52.07289(W) AD(       ) 2
 HL0610  NAD 83(1986)-  37 00 00.60948(N)    107 21 52.07649(W) AD(       ) 2
 HL0610  NAD 27      -  37 00 00.59100(N)    107 21 49.91100(W) AD(       ) 2
 HL0610  NGVD 29 (07/19/86) 2320.7    (m)         7614.     (f) VERT ANG       
 HL0610
 HL0610.Superseded values are not recommended for survey control.
 HL0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0610.See file dsdata.txt to determine how the superseded data were derived.
 HL0610
 HL0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA8960397505(NAD 83)
 HL0610_MARKER: DS = TRIANGULATION STATION DISK
 HL0610_SETTING: 66 = SET IN ROCK OUTCROP
 HL0610
 HL0610  HISTORY     - Date     Condition        Report By
 HL0610  HISTORY     - 1936     MONUMENTED       CGS
 HL0610  HISTORY     - 1952     GOOD             USGS
 HL0610
 HL0610                          STATION DESCRIPTION
 HL0610
 HL0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 HL0610'STATION IS LOCATED ON A LONG E AND W RIDGE HEAVILY TIMBERED,
 HL0610'ABOUT 1-1/2 MILES S OF THE SAN JUAN RIVER, AND ABOUT 2 MILES
 HL0610'SE OF THE VILLAGE OF ARBOLES AND 7-1/2 MILES SE OF ALLISON
 HL0610'NEAR THE COLORADO-NEW MEXICO STATE LINE.  THE STATION IS ON
 HL0610'THE HIGHEST POINT AT THE E END OF THE RIDGE IN A SMALL OPENING,
 HL0610'16 FEET FROM THE EDGE OF THE RIM IN A SMALL OPENING, 16 FEET
 HL0610'FROM THE EDGE OF THE RIM IN ROCK OUTCROPPING.
 HL0610'
 HL0610'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 HL0610'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 HL0610'
 HL0610'REACHED FROM ARBOLES AS FOLLOWS--FROM THE POST OFFICE IN
 HL0610'ARBOLES GO W FOR 0.1 MILE OPPOSITE THE WHITE SCHOOL ON THE
 HL0610'LEFT AND T-ROAD RIGHT.  CONTINUE STRAIGHT AHEAD, CROSSING
 HL0610'BRIDGE, FOR 0.4 MILE.  CONTINUE STRAIGHT AHEAD AT CROSSROADS
 HL0610'FOR 0.3 MILE TO A Y AT A RAILROAD CROSSING.  BEAR LEFT AND
 HL0610'GO 1.0 MILE, CROSSING ANOTHER BRIDGE, TURN SHARP LEFT JUST
 HL0610'AFTER CROSSING BRIDGE AND FOLLOW DIRT ROAD ALONG THE RIVER
 HL0610'FOR 1.8 MILES, AND END OF TRUCK TRAVEL.  TRUCK MAY BE DRIVEN
 HL0610'A SHORT DISTANCE UP WASH.  FROM END OF TRUCK TRAVEL GO
 HL0610'N 66 DEG W. UP RIDGE TO TOP, THEN TURN
 HL0610'LEFT AND FOLLOW RIM E TO HIGHEST POINT AND STATION.
 HL0610
 HL0610                          STATION RECOVERY (1952)
 HL0610
 HL0610'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952 (JWM)
 HL0610'STATION FOUND IN GOOD CONDITION AS DESCRIBED.
 HL0610'
 HL0610'STATION MARK--STANDARD USC AND GS DISK, WEDGED IN DRILL HOLE IN
 HL0610'OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0518 ***********************************************************************
 HL0518  DESIGNATION -  ARCH
 HL0518  PID         -  HL0518
 HL0518  STATE/COUNTY-  CO/ARCHULETA
 HL0518  USGS QUAD   -  EDITH (1984)
 HL0518
 HL0518                         *CURRENT SURVEY CONTROL
 HL0518  ___________________________________________________________________
 HL0518* NAD 83(1992)-  37 01 38.32883(N)    106 58 01.78444(W)     ADJUSTED  
 HL0518* NAVD 88     -      2793.2    (meters)    9164.     (feet)  VERTCON   
 HL0518  ___________________________________________________________________
 HL0518  LAPLACE CORR-           6.33  (seconds)                    DEFLEC99
 HL0518  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 HL0518
 HL0518  HORZ ORDER  -  FIRST
 HL0518
 HL0518.The horizontal coordinates were established by classical geodetic methods
 HL0518.and adjusted by the National Geodetic Survey in December 1993..
 HL0518
 HL0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0518
 HL0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0518
 HL0518.The geoid height was determined by GEOID03.
 HL0518
 HL0518;                    North         East     Units Scale Factor Converg.
 HL0518;SPC CO S     -   345,852.347   783,853.636   MT  1.00004378   -0 53 59.7
 HL0518;SPC CO S     - 1,134,683.91  2,571,693.14   sFT  1.00004378   -0 53 59.7
 HL0518;SPC NM C     -   668,741.479   436,192.941   MT  0.99995014   -0 25 54.8
 HL0518;SPC NM C     - 2,194,029.34  1,431,076.34   sFT  0.99995014   -0 25 54.8
 HL0518;UTM  13      - 4,099,711.635   325,022.724   MT  0.99997718   -1 11 05.7
 HL0518
 HL0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0518!SPC CO S     -   0.99956468  x   1.00004378  =   0.99960844
 HL0518!SPC NM C     -   0.99956468  x   0.99995014  =   0.99951484
 HL0518!UTM  13      -   0.99956468  x   0.99997718  =   0.99954187
 HL0518
 HL0518|---------------------------------------------------------------------|
 HL0518| PID    Reference Object                     Distance      Geod. Az  |
 HL0518|                                                           dddmmss.s |
 HL0518| CM6864 ARCH RM 1                            11.977 METERS 04221     |
 HL0518| CM6865 ARCH RM 2                            17.005 METERS 26035     |
 HL0518| HL0519 ARCHULETA MESA LOOKOUT TOWER        APPROX. 1.5 KM 2651939.1 |
 HL0518| CM6863 ARCH AZ MK                                         3284819.2 |
 HL0518|---------------------------------------------------------------------|
 HL0518
 HL0518                          SUPERSEDED SURVEY CONTROL
 HL0518
 HL0518  NAD 83(1992)-  37 01 38.32945(N)    106 58 01.78476(W) AD(       ) 1
 HL0518  NAD 83(1986)-  37 01 38.32822(N)    106 58 01.78781(W) AD(       ) 1
 HL0518  NAD 27      -  37 01 38.29090(N)    106 57 59.65840(W) AD(       ) 1
 HL0518  NGVD 29 (07/19/86) 2791.8    (m)         9159.     (f) VERT ANG       
 HL0518
 HL0518.Superseded values are not recommended for survey control.
 HL0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0518.See file dsdata.txt to determine how the superseded data were derived.
 HL0518
 HL0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA2502399712(NAD 83)
 HL0518_MARKER: DS = TRIANGULATION STATION DISK
 HL0518_SETTING: 66 = SET IN ROCK OUTCROP
 HL0518
 HL0518  HISTORY     - Date     Condition        Report By
 HL0518  HISTORY     - 1936     MONUMENTED       CGS
 HL0518  HISTORY     - 1954     GOOD             USGS
 HL0518  HISTORY     - 1958     GOOD             CGS
 HL0518  HISTORY     - 1961     GOOD             CGS
 HL0518
 HL0518                          STATION DESCRIPTION
 HL0518
 HL0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 HL0518'STATION IS ON THE N SIDE OF A BROAD MESA, (NOT THE HIGHEST
 HL0518'POINT) KNOWN AS ARCHULETA MESA, AND IS ABOUT 3-1/2 MILES WNW
 HL0518'OF THE OLD SETTLEMENT OF EDITH AND IN THE NE 1/4 SEC. 8, T 32
 HL0518'N, R 1 W.  IT IS ABOUT 1-3/4 MILES N OF THE COLORADO-NEW MEXICO
 HL0518'STATE LINE, AND ABOUT 2 MILES S OF THE ROAD FROM HIGHWAY
 HL0518'17 AND PAGOSA SPRINGS JUNCTION.  THE TOP OF THE MESA IS HEAVILY
 HL0518'TIMBERED.
 HL0518'
 HL0518'STATION AND REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL
 HL0518'HOLES IN OUTCROPPING BEDROCK.
 HL0518'
 HL0518'REACHED FROM THE JUNCTION OF HIGHWAYS 160 AND 17 AS FOLLOWS--
 HL0518'(JUNCTION 1 MILE E OF PAGOSA SPRINGS.) TAKE HIGHWAY 17 S FOR
 HL0518'21.7 MILES OR 4.3 MILES BEYOND A FORK WHERE THERE ARE THREE
 HL0518'HIGHWAY 17 SIGNS.  TURN RIGHT (W) ONTO A T-ROAD (ROAD TO
 HL0518'PAGOSA SPRINGS JUNCTION) JUST AFTER CROSSING A SMALL PLANK
 HL0518'CULVERT, FOLLOW THIS ROAD 1.0 MILE OR 0.05 MILE BEYOND A LANE
 HL0518'LEADING RIGHT TO A RANCH HOUSE AND TURN LEFT AT TOP OF GRADE
 HL0518'THROUGH GATE AND PROCEED ALONG TRACK ROAD FOR 0.1 MILE AND
 HL0518'TAKE DIM RIGHT FORK.  FOLLOW THIS ROAD 0.55 MILE AND KEEP
 HL0518'LEFT FORK AND FOLLOW THIS TRACK ROAD STRAIGHT AHEAD,
 HL0518'CROSSING OVER ANY TRACK ROADS, FOR ABOUT 1/4 MILE, BEARING
 HL0518'LEFT ALONG FOOT OF LOW RIDGE WHEN IT IS REACHED, TO A FENCE
 HL0518'CORNER.  TRUCK CAN BE DRIVEN AROUND THE FENCE CORNER TO THE W
 HL0518'THROUGH A GROUP OF TREES, OR BY LETTING DOWN BOTH
 HL0518'FENCES.  FROM HERE DRIVE SW ACROSS SMALL MEADOW AND UP
 HL0518'DRAW WHERE A ROAD LEADS COMING FROM A HOUSE ABOUT 1/4 MILE
 HL0518'SE OF FENCE CORNER, FOLLOW THIS DRAW UP AS FAR AS TRUCK CAN
 HL0518'BE DRIVEN, PROBABLY ABOUT 0.5 MILE FROM THE FENCE CORNER
 HL0518'MENTIONED ABOVE.  FROM END OF TRUCK TRAVEL PACK UP THE
 HL0518'MAIN DRAW, WHICH HAS A GOOD STOCK TRAIL TO ITS END, AND THEN
 HL0518'UP SIDE OF MOUNTAIN THROUGH HEAVY TIMBER TO SUMMIT OF MESA.
 HL0518'AFTER THE RIM IS REACHED CONTINUE ALONG ITS EDGE TO THE
 HL0518'STATION.  STATION IS ON THE N EDGE OF THE RIM OF THE MESA AND
 HL0518'IS NOT THE HIGHEST POINT.  AN HOUR PACK.
 HL0518
 HL0518                          STATION RECOVERY (1954)
 HL0518
 HL0518'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (JCD)
 HL0518'NEW DRIVING DESCRIPTION AS FOLLOWS
 HL0518'
 HL0518'TO REACH FROM THE POST OFFICE IN PAGOSA SPRINGS, GO E. 0.9 MI. TO
 HL0518'JUNCTION OF U.S. HIGHWAY 160 AND 84, TURN RIGHT ON U.S. HIGHWAY 84
 HL0518'FOR 15.9 MI. TO COUNTY RD. S., GO RIGHT (S.) ALONG RD. FOR 4.2 MI.
 HL0518'TO T-RD. W., GO RIGHT (W.) ALONG RD. FOR 7.4 MI. TO T-RD. S. AT
 HL0518'CATTLEGUARD, GO LEFT ACROSS CATTLEGUARD AND FOLLOW RD. FOR 6.4 MI.
 HL0518'TO Y-FORK, TAKE LEFT FORK FOR 1.0 MI. TO A DIM RD. FORK N. OF
 HL0518'SAWMILL, TAKE DIM TRACK RD. NE. UP E. SIDE OF DRAIN FOR 1.0 MI.
 HL0518'TO RESERVOIR, CONTINUE N. ACROSS CLEARING FOR 0.2 MI. TO EDGE OF
 HL0518'CLEARING AND END OF TRUCK TRAVEL.  PACK NNE. FOR 5 MINUTES TO
 HL0518'RIM OF MESA AND STATION SITE.
 HL0518'
 HL0518'STATION MARK--STANDARD USC AND GS DISK, CEMENTED IN THE TOP OF A
 HL0518'3 IN. IRON PIPE WHICH PROJECTS 5 IN., STAMPED ---ARCH 1936---.
 HL0518'
 HL0518'REFERENCE MARKS--NONE.
 HL0518
 HL0518                          STATION RECOVERY (1958)
 HL0518
 HL0518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 HL0518'STATION AND REFERENCE MARKS WERE RECOVERED AND FOUND IN GOOD
 HL0518'CONDITION.  AN AZIMUTH MARK WAS SET BY THIS PARTY.  FOLLOWING
 HL0518'IS A NEW AND COMPLETE DESCRIPTION.
 HL0518'
 HL0518'STATION IS ON THE HIGHEST PORTION OF THE NORTHWEST END OF
 HL0518'ARCHULETA MESA.  THERE SEEMS TO BE A LITTLE HIGHER GROUND
 HL0518'TO THE EAST.  IT IS ABOUT 2 MILES NORTHWEST OF EDITH AND 1
 HL0518'MILE EAST OF ARCHULETA MESA LOOKOUT TOWER.
 HL0518'
 HL0518'TO REACH FROM THE COURTHOUSE IN PAGOSA SPRINGS, GO EAST ON
 HL0518'U.S. HIGHWAY 160 FOR 1.0 MILE TO THE JUNCTION OF U.S. HIGHWAY
 HL0518'160 AND 84, TURN RIGHT, SOUTH ON U.S. HIGHWAY 84 FOR 16.7
 HL0518'MILES TO A FORK AT SIGN EDITH 8, TAKE RIGHT FORK, SOUTHERLY
 HL0518'ON GRADED ROAD FOR 4.4 MILES TO A T-ROAD, TURN RIGHT, WESTERLY
 HL0518'ON GRADED ROAD FOR 4.25 MILES TO A FORK, TAKE RIGHT FORK,
 HL0518'NORTH THEN WEST ON GRADED ROAD FOR 1.2 MILES TO A SMALL
 HL0518'RIDGE RUNNING SOUTH DOWN SLOPE ON THE RIGHT AND AZIMUTH MARK
 HL0518'ON THE RIDGE, CONTINUE WEST ON GRADED ROAD FOR 2.35 MILES
 HL0518'TO A SIDE ROAD LEFT AND A LARGE CATTLE GUARD ON THE LEFT,
 HL0518'TURN LEFT, SOUTH ACROSS CATTLE GUARD ON GRADED ROAD FOR 2.9
 HL0518'MILES TO A FORK, TAKE LEFT FORK, EASTERLY ON GRADED ROAD
 HL0518'FOR 1.4 MILES TO A FORK, TAKE RIGHT FORK, SOUTHERLY ON
 HL0518'GRADED ROAD FOR 0.7 MILE TO A SIDE ROAD LEFT, TURN LEFT,
 HL0518'EAST ON TRACK ROAD FOR 0.1 MILE TO A SMALL POND ON THE
 HL0518'LEFT, TURN LEFT, PICK WAY AROUND EAST SIDE OF POND FOR
 HL0518'0.15 MILE TO A DIM TRACK ROAD RIGHT, TURN RIGHT, EAST
 HL0518'ON DIM TRACK ROAD FOR 0.25 MILE TO A 30 INCH PINE TREE WITH
 HL0518'TRIANGLE BLAZE ON THE WEST SIDE AND STATION ON THE LEFT.
 HL0518'
 HL0518'STATION MARK IS A STANDARD DISK, STAMPED ARCH 1936, CEMENTED
 HL0518'IN THE TOP OF A 4 INCH IRON PIPE PROJECTING 3 INCHES.  IT IS 46
 HL0518'FEET NORTHEAST OF A 30 INCH PINE TREE WITH A TRIANGLE BLAZE ON
 HL0518'THE WEST SIDE AND 14 FEET SOUTH OF THE NORTH EDGE OF HILL.
 HL0518'NO WITNESS POST WAS SET.
 HL0518'
 HL0518'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ARCH NO 1 1936,
 HL0518'SET IN DRILL HOLE IN BEDROCK MEASURING, 18 X 6 INCHES AND
 HL0518'PROJECTS 3 INCHES.  IT IS 85 FEET NORTHEAST OF THE TRIANGLE
 HL0518'BLAZED TREE AND 2 FEET SOUTH OF THE NORTH EDGE OF HILL.
 HL0518'
 HL0518'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ARCH NO 2 1936,
 HL0518'SET IN DRILL HOLE IN BEDROCK MEASURING 3 X 2 FEET AND PROJECTS
 HL0518'1 FOOT.  IT IS 65 FEET NORTH-NORTHWEST OF THE TRIANGLE BLAZED
 HL0518'TREE.
 HL0518'
 HL0518'AZIMUTH MARK IS A STANDARD DISK, STAMPED ARCH 1958, SET IN
 HL0518'DRILL HOLE IN BEDROCK MEASURING 2 X 2 FEET AND PROJECTS 2
 HL0518'FEET.  IT IS 49 FEET NORTH OF SOUTH RIGHT-OF-WAY EAST-WEST
 HL0518'FENCE, 34 FEET NORTH OF CENTER OF EAST-WEST GRADED ROAD CENTER.
 HL0518'A 4 IN X 4 IN WHITE WITNESS POST WAS SET 5 FEET EAST OF THE MARK.
 HL0518
 HL0518                          STATION RECOVERY (1961)
 HL0518
 HL0518'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HL0518'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 HL0518'AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE
 HL0518'DIRECTION TO THE AZIMUTH MARK WAS VERIFIED.  THE DISTANCE TO
 HL0518'REFERENCE MARK NO. 1 WAS FOUND TO BE .014 METERS SHORTER AND
 HL0518'THE DIRECTION TO REFERENCE MARK NO. 1 WAS FOUND TO BE 4 MINUTES
 HL0518'07 SECONDS SMALLER THAN THE 1958 DISTANCE AND DIRECTION.  THE
 HL0518'DISTANCE TO REFERENCE MARK NO. 2 WAS FOUND TO BE .034 METERS
 HL0518'SHORTER AND THE DIRECTION TO REFERENCE MARK NO. 2 WAS FOUND
 HL0518'TO BE 2 MINUTES 15 SECONDS LARGER THAN THE 1958 DISTANCE AND
 HL0518'DIRECTION.  THE STATION MARK WAS REINFORCED WITH CONCRETE AT
 HL0518'THE TOP OF THE IRON PIPE BY THIS PARTY.  THE FOLLOWING IS A
 HL0518'NEW AND COMPLETE DESCRIPTION.
 HL0518'
 HL0518'THE STATION IS ON THE NORTH EDGE OF ARCHULETA MESA, APPROXIMATELY
 HL0518'8 MILES WEST OF CHROMO, 7 MILES NORTH OF DULCE, NEW MEXICO,
 HL0518'1 MILE EAST OF THE ARCHULETA MESA LOOKOUT TOWER AND 1/2
 HL0518'MILE WEST OF THE HIGHEST PART OF THE NORTH END OF THE MESA.
 HL0518'
 HL0518'TO REACH THE STATION FROM CHROMO, GO NORTHWEST ON U.S. HIGHWAY
 HL0518'84 FOR 0.2 MILE TO A GRAVEL SIDE ROAD ON THE LEFT.  TURN LEFT,
 HL0518'WESTERLY, ON THE GRAVEL ROAD FOR 4.4 MILES TO A GRAVEL SIDE
 HL0518'ROAD AND A BRIDGE ON THE RIGHT.  TURN RIGHT, CROSS THE BRIDGE,
 HL0518'AND GO NORTH AND NORTHWEST ON THE GRAVEL ROAD FOR 0.4 MILE
 HL0518'TO A ROAD FORK AT THE EDITH STORE ON THE RIGHT.  CONTINUE
 HL0518'STRAIGHT AHEAD, LEFT FORK, AND GO WEST AND NORTHWEST ON THE
 HL0518'GRAVEL ROAD FOR 3.1 MILES TO A ROAD FORK.  BEAR LEFT,
 HL0518'WESTERLY, ON THE WINDING GRAVEL ROAD FOR 3.4 MILES TO A
 HL0518'REVERSE Y FORK.  CONTINUE STRAIGHT AHEAD, WESTERLY, ON THE
 HL0518'GRAVEL ROAD FOR 1.9 MILES TO THE AZIMUTH MARK ON THE RIGHT,
 HL0518'APPROXIMATELY HALF WAY AROUND A CURVE TO THE RIGHT.
 HL0518'CONTINUE WESTERLY ON THE GRAVEL ROAD FOR 2.2 MILES TO A CATTLE
 HL0518'GUARD AND A WIRE GATE ON THE LEFT AT A SIGN ARCHULETA MESA
 HL0518'LOOKOUT TOWER.  TURN LEFT, PASS THROUGH THE GATE, AND
 HL0518'GO SOUTH AND EASTERLY ON THE MAIN TRAVELED ROAD FOR
 HL0518'7.6 MILES TO A ROAD FORK AT A SIGN ARCHULETA MESA
 HL0518'LOOKOUT TOWER.  BEAR LEFT, NORTHERLY, ON THE MAIN ROAD FOR
 HL0518'0.4 MILE TO A REVERSE Y FORK.  BEAR RIGHT WITH THE MAIN
 HL0518'ROAD AND GO EAST FOR 0.7 MILE TO A ROAD FORK.  BEAR LEFT,
 HL0518'EASTERLY, ON THE MAIN ROAD FOR 0.1 MILE TO WHERE THE ROAD
 HL0518'CURVES TO THE RIGHT APPROXIMATELY 0.05 MILE AFTER PASSING AN
 HL0518'EARTH DAM ON THE LEFT.  CONTINUE STRAIGHT AHEAD, LEAVE THE
 HL0518'MAIN ROAD, AND FOLLOW A DIM TRACK ROAD EASTERLY FOR 0.1
 HL0518'MILE TO A TRIANGLE BLAZED 8-INCH ASPEN TREE AT THE BASE OF A
 HL0518'HILL WHERE THE TRACK ROAD ENTERS THE TIMBER.  CONTINUE NORTHEAST
 HL0518'AND NORTHWEST, UPHILL THROUGH THE TIMBER, ON THE TRACK ROAD
 HL0518'FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 HL0518'
 HL0518'STATION MARK IS A STANDARD DISK STAMPED ARCH 1936 AND IS
 HL0518'CEMENTED IN THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 5
 HL0518'INCHES.  IT IS 45 FEET NORTHEAST OF AN 18-INCH PINE TREE WITH
 HL0518'A TRIANGLE BLAZE, 36.5 FEET WEST OF A 16-INCH PINE TREE WITH
 HL0518'A TRIANGLE BLAZE, 28 FEET NORTH OF THE CENTER OF THE TRACK
 HL0518'ROAD AND 14 FEET SOUTH OF THE NORTH EDGE OF THE MESA.
 HL0518'
 HL0518'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED ARCH NO 1 1936,
 HL0518'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS
 HL0518'ON THE NORTH SLOPE OF THE MESA APPROXIMATELY 8 FEET LOWER IN
 HL0518'ELEVATION THAN THE STATION.
 HL0518'
 HL0518'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED ARCH NO 2
 HL0518'1936, IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 HL0518'PROJECTS 15 INCHES.  IT IS 33 FEET NORTH OF THE CENTER OF THE
 HL0518'TRACK ROAD AND AT THE NORTH EDGE OF THE MESA.
 HL0518'
 HL0518'AZIMUTH MARK, A STANDARD DISK STAMPED ARCH 1958, IS CEMENTED
 HL0518'IN A DRILL HOLE IN A BOULDER WHICH PROJECTS 30 INCHES.  IT IS
 HL0518'32.5 FEET NORTHWEST OF THE CENTER OF THE GRAVEL ROAD, 3.5 FEET
 HL0518'WEST OF A WOODEN WITNESS POST AND ON A HIGH BANK WHICH IS
 HL0518'APPROXIMATELY 10 FEET HIGHER THAN THE ROAD.
 HL0518'
 HL0518'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 HL0518'
 HL0518'A 2-WHEEL DRIVE TRUCK CAN BE DRIVEN TO THE STATION.
 HL0518'
 HL0518'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3093 ***********************************************************************
 AI3093  DESIGNATION -  ARCHULETA
 AI3093  PID         -  AI3093
 AI3093  STATE/COUNTY-  CO/ADAMS
 AI3093  USGS QUAD   -  POISON SPRINGS (1973)
 AI3093
 AI3093                         *CURRENT SURVEY CONTROL
 AI3093  ___________________________________________________________________
 AI3093* NAD 83(1992)-  39 49 07.03780(N)    103 59 55.75453(W)     ADJUSTED  
 AI3093* NAVD 88     -      1527.0    (meters)    5010.     (feet)  GPS OBS   
 AI3093  ___________________________________________________________________
 AI3093  X           -  -1,186,961.077 (meters)                     COMP
 AI3093  Y           -  -4,761,058.324 (meters)                     COMP
 AI3093  Z           -   4,063,503.362 (meters)                     COMP
 AI3093  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 AI3093  ELLIP HEIGHT-        1507.90  (meters)          (12/03/02) GPS OBS
 AI3093  GEOID HEIGHT-         -19.10  (meters)                     GEOID03
 AI3093
 AI3093  HORZ ORDER  -  FIRST
 AI3093  ELLP ORDER  -  FOURTH    CLASS II
 AI3093
 AI3093.The horizontal coordinates were established by GPS observations
 AI3093.and adjusted by the National Geodetic Survey in December 1999..
 AI3093
 AI3093.The orthometric height was determined by GPS observations and a
 AI3093.high-resolution geoid model.
 AI3093
 AI3093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3093
 AI3093.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3093
 AI3093.The ellipsoidal height was determined by GPS observations
 AI3093.and is referenced to NAD 83.
 AI3093
 AI3093.The geoid height was determined by GEOID03.
 AI3093
 AI3093;                    North         East     Units Scale Factor Converg.
 AI3093;SPC CO N     -   359,769.912 1,042,923.794   MT  0.99998511   +0 58 11.9
 AI3093;SPC CO N     - 1,180,345.12  3,421,659.15   sFT  0.99998511   +0 58 11.9
 AI3093;UTM  13      - 4,408,105.733   585,686.842   MT  0.99969039   +0 38 28.2
 AI3093
 AI3093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3093!SPC CO N     -   0.99976349  x   0.99998511  =   0.99974861
 AI3093!UTM  13      -   0.99976349  x   0.99969039  =   0.99945396
 AI3093
 AI3093                          SUPERSEDED SURVEY CONTROL
 AI3093
 AI3093  ELLIP H (12/27/99) 1507.92   (m)                       GP(       ) 4 1
 AI3093
 AI3093.Superseded values are not recommended for survey control.
 AI3093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3093.See file dsdata.txt to determine how the superseded data were derived.
 AI3093
 AI3093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE8568708106(NAD 83)
 AI3093_MARKER: DD = SURVEY DISK
 AI3093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3093_STAMPING: ARCHULETA 1999
 AI3093_MARK LOGO: CO-001
 AI3093_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI3093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3093+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3093
 AI3093  HISTORY     - Date     Condition        Report By
 AI3093  HISTORY     - 1999     MONUMENTED       JRENG
 AI3093
 AI3093                          STATION DESCRIPTION
 AI3093
 AI3093'DESCRIBED BY JR ENGINEERING LTD 1999 (TGB)
 AI3093'DESCRIBED BY JR ENGINEERING 1999 (TGB) .  THE STATION IS LOCATED ABOUT
 AI3093'18.2 MI (29.3 KM) NORTHEAST OF STRASBURG IN THE ROW OF HANKS CROSSING
 AI3093'ROAD IN THE NORTHWEST 1/4 OF SECTION 4, T 3 S, R 59 W, 6TH P.M.
 AI3093'OWNERSHIP--ADAMS COUNTY.  TO REACH THE STATION FROM THE INTERSECTION
 AI3093'OF 96TH AVENUE AND HANKS CROSSING ROAD, PROCEED SOUTH ON HANKS
 AI3093'CROSSING ROAD FOR 3.6 MI (5.8 KM) TO THE STATION ON THE LEFT.  THE
 AI3093'STATION IS A STANDARD ADAMS COUNTY BRASS SURVEY MARK DISK STAMPED
 AI3093'ARCHULETA 1999 SET IN THE TOP OF A 24 INCH ROUND CONCRETE POST FLUSH
 AI3093'WITH THE GROUND.  IT IS 33.5 FT (10.2 M) EAST OF THE CENTER OF HANKS
 AI3093'CROSSING ROAD, 12.2 FT (3.7 M) SOUTHWEST OF A WOOD RAILROAD TIE FENCE
 AI3093'CORNER, 3.0 FT (0.9 M) SOUTH OF A FIBERGLASS WITNESS POST, 3.2 FT (1.0
 AI3093'M) NORTH OF A FIBERGLASS WITNESS POST AND 2.0 FT (0.6 M) ABOVE HANKS
 AI3093'CROSSING ROAD.  DESCRIPTION BY T.G.  BEERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0519 ***********************************************************************
 HL0519  DESIGNATION -  ARCHULETA MESA LOOKOUT TOWER
 HL0519  PID         -  HL0519
 HL0519  STATE/COUNTY-  CO/ARCHULETA
 HL0519  USGS QUAD   -  EDITH (1984)
 HL0519
 HL0519                         *CURRENT SURVEY CONTROL
 HL0519  ___________________________________________________________________
 HL0519* NAD 83(1992)-  37 01 34.27637(N)    106 59 03.55649(W)     ADJUSTED  
 HL0519* NAVD 88     -                                                        
 HL0519  ___________________________________________________________________
 HL0519  LAPLACE CORR-           8.36  (seconds)                    DEFLEC99
 HL0519  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 HL0519
 HL0519  HORZ ORDER  -  THIRD
 HL0519
 HL0519.The horizontal coordinates were established by classical geodetic methods
 HL0519.and adjusted by the National Geodetic Survey in December 1993..
 HL0519
 HL0519
 HL0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0519
 HL0519.The geoid height was determined by GEOID03.
 HL0519
 HL0519;                    North         East     Units Scale Factor Converg.
 HL0519;SPC CO S     -   345,751.552   782,324.979   MT  1.00004405   -0 54 37.6
 HL0519;SPC CO S     - 1,134,353.22  2,566,677.87   sFT  1.00004405   -0 54 37.6
 HL0519;SPC NM C     -   668,628.209   434,665.299   MT  0.99995257   -0 26 32.0
 HL0519;SPC NM C     - 2,193,657.72  1,426,064.40   sFT  0.99995257   -0 26 32.0
 HL0519;UTM  13      - 4,099,618.448   323,493.682   MT  0.99998380   -1 11 42.8
 HL0519
 HL0519                          SUPERSEDED SURVEY CONTROL
 HL0519
 HL0519  NAD 83(1992)-  37 01 34.27685(N)    106 59 03.55599(W) AD(       ) 4
 HL0519  NAD 83(1986)-  37 01 34.27301(N)    106 59 03.56419(W) AD(       ) 4
 HL0519  NAD 27      -  37 01 34.24800(N)    106 59 01.43500(W) AD(       ) 3
 HL0519
 HL0519.Superseded values are not recommended for survey control.
 HL0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0519.See file dsdata.txt to determine how the superseded data were derived.
 HL0519
 HL0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA2349499618(NAD 83)
 HL0519_MARKER: 57 = LOOKOUT TOWER
 HL0519
 HL0519  HISTORY     - Date     Condition        Report By
 HL0519  HISTORY     - 1958     FIRST OBSERVED   CGS
 HL0519
 HL0519                          STATION DESCRIPTION
 HL0519
 HL0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 HL0519'THE STATION IS THE TOP-CENTER OF THE LOOKOUT TOWER.  IT IS ON
 HL0519'THE NORTHWEST EDGE OF ARCHULETA MESA, ABOUT 2 MILES WEST-SOUTHWEST
 HL0519'OF TRIANGLE STATION ARCH 1936.  DUE TO HIGH TIMBER IT WAS NOT
 HL0519'VISIBLE FROM THIS STATION.  IT IS A STANDARD FORESTRY LOOKOUT
 HL0519'TOWER, A GLASS ENCLOSED CAB SUPPORTED BY FOUR STEEL LEGS,
 HL0519'SILVER IN COLOR OVERALL AND ABOUT 50 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3098 ***********************************************************************
 AI3098  DESIGNATION -  AREA 51
 AI3098  PID         -  AI3098
 AI3098  STATE/COUNTY-  CO/ADAMS
 AI3098  USGS QUAD   -  POISON SPRINGS (1973)
 AI3098
 AI3098                         *CURRENT SURVEY CONTROL
 AI3098  ___________________________________________________________________
 AI3098* NAD 83(1992)-  39 52 10.40741(N)    103 54 03.08022(W)     ADJUSTED  
 AI3098* NAVD 88     -      1553.2    (meters)    5096.     (feet)  GPS OBS   
 AI3098  ___________________________________________________________________
 AI3098  X           -  -1,177,952.890 (meters)                     COMP
 AI3098  Y           -  -4,759,581.986 (meters)                     COMP
 AI3098  Z           -   4,067,863.279 (meters)                     COMP
 AI3098  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 AI3098  ELLIP HEIGHT-        1533.86  (meters)          (12/03/02) GPS OBS
 AI3098  GEOID HEIGHT-         -19.31  (meters)                     GEOID03
 AI3098
 AI3098  HORZ ORDER  -  FIRST
 AI3098  ELLP ORDER  -  FOURTH    CLASS II
 AI3098
 AI3098.The horizontal coordinates were established by GPS observations
 AI3098.and adjusted by the National Geodetic Survey in December 1999..
 AI3098
 AI3098.The orthometric height was determined by GPS observations and a
 AI3098.high-resolution geoid model.
 AI3098
 AI3098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3098
 AI3098.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3098
 AI3098.The ellipsoidal height was determined by GPS observations
 AI3098.and is referenced to NAD 83.
 AI3098
 AI3098.The geoid height was determined by GEOID03.
 AI3098
 AI3098;                    North         East     Units Scale Factor Converg.
 AI3098;SPC CO N     -   365,571.017 1,051,208.112   MT  0.99997884   +1 01 59.7
 AI3098;SPC CO N     - 1,199,377.58  3,448,838.61   sFT  0.99997884   +1 01 59.7
 AI3098;UTM  13      - 4,413,857.589   594,001.957   MT  0.99970878   +0 42 16.7
 AI3098
 AI3098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3098!SPC CO N     -   0.99975943  x   0.99997884  =   0.99973827
 AI3098!UTM  13      -   0.99975943  x   0.99970878  =   0.99946828
 AI3098
 AI3098                          SUPERSEDED SURVEY CONTROL
 AI3098
 AI3098  ELLIP H (12/27/99) 1533.86   (m)                       GP(       ) 4 1
 AI3098
 AI3098.Superseded values are not recommended for survey control.
 AI3098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3098.See file dsdata.txt to determine how the superseded data were derived.
 AI3098
 AI3098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE9400213858(NAD 83)
 AI3098_MARKER: DD = SURVEY DISK
 AI3098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3098_STAMPING: AREA 51 1999
 AI3098_MARK LOGO: CO-001
 AI3098_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI3098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3098+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3098
 AI3098  HISTORY     - Date     Condition        Report By
 AI3098  HISTORY     - 1999     MONUMENTED       JRENG
 AI3098
 AI3098                          STATION DESCRIPTION
 AI3098
 AI3098'DESCRIBED BY JR ENGINEERING LTD 1999 (TGB)
 AI3098'DESCRIBED BY JR ENGINEERING 1999 (TGB) .  THE STATION IS LOCATED ABOUT
 AI3098'24.1 MI (38.8 KM) NORTHEAST OF STRASBURG IN THE ROW OF 96TH AVENUE IN
 AI3098'THE NORTHWEST 1/4 OF SECTION 20, T 2 S, R 58 W, 6TH P.M.
 AI3098'OWNERSHIP--ADAMS COUNTY.  TO REACH THE STATION FROM THE INTERSECTION
 AI3098'OF 96TH AVENUE AND HANKS CROSSING ROAD, PROCEED EAST ON 96TH AVENUE
 AI3098'FOR 5.3 MI (8.5 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A
 AI3098'STANDARD ADAMS COUNTY BRASS SURVEY MARK DISK STAMPED AREA 51 1999 SET
 AI3098'IN THE TOP OF A 24 INCH ROUND CONCRETE POST FLUSH WITH THE GROUND. IT
 AI3098'IS 34.4 FT (10.5 M) SOUTH OF THE CENTER OF 96TH AVENUE, 5.3 FT (1.6 M)
 AI3098'NORTHEAST OF A WOOD FENCE POST, 2.8 FT (0.9 M) EAST OF A FIBERGLASS
 AI3098'WITNESS POST, 2.7 FT (0.8 M) WEST OF A FIBERGLASS WITNESS POST AND 1.0
 AI3098'FT (0.3 M) ABOVE 96TH AVENUE.  DESCRIPTION BY T.G. BEERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5245 ***********************************************************************
 AE5245  DESIGNATION -  ARGO
 AE5245  PID         -  AE5245
 AE5245  STATE/COUNTY-  CO/DENVER
 AE5245  USGS QUAD   -  COMMERCE CITY (1994)
 AE5245
 AE5245                         *CURRENT SURVEY CONTROL
 AE5245  ___________________________________________________________________
 AE5245* NAD 83(1992)-  39 47 04.34115(N)    104 58 53.46470(W)     ADJUSTED  
 AE5245* NAVD 88     -      1568.7    (meters)    5147.     (feet)  GPS OBS   
 AE5245  ___________________________________________________________________
 AE5245  X           -  -1,269,075.868 (meters)                     COMP
 AE5245  Y           -  -4,742,374.122 (meters)                     COMP
 AE5245  Z           -   4,060,623.323 (meters)                     COMP
 AE5245  LAPLACE CORR-          -8.38  (seconds)                    DEFLEC99
 AE5245  ELLIP HEIGHT-        1551.53  (meters)          (12/03/02) GPS OBS
 AE5245  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 AE5245
 AE5245  HORZ ORDER  -  FIRST
 AE5245  ELLP ORDER  -  FOURTH    CLASS II
 AE5245
 AE5245.The horizontal coordinates were established by GPS observations
 AE5245.and adjusted by the National Geodetic Survey in January 1998..
 AE5245
 AE5245.The orthometric height was determined by GPS observations and a
 AE5245.high-resolution geoid model.
 AE5245
 AE5245.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5245
 AE5245.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5245
 AE5245.The ellipsoidal height was determined by GPS observations
 AE5245.and is referenced to NAD 83.
 AE5245
 AE5245.The geoid height was determined by GEOID03.
 AE5245
 AE5245;                    North         East     Units Scale Factor Converg.
 AE5245;SPC CO C     -   521,533.646   958,815.922   MT  1.00000702   +0 19 37.2
 AE5245;SPC CO C     - 1,711,064.97  3,145,715.24   sFT  1.00000702   +0 19 37.2
 AE5245;UTM  13      - 4,403,843.787   501,582.568   MT  0.99960003   +0 00 42.6
 AE5245
 AE5245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5245!SPC CO C     -   0.99975665  x   1.00000702  =   0.99976367
 AE5245!UTM  13      -   0.99975665  x   0.99960003  =   0.99935678
 AE5245
 AE5245                          SUPERSEDED SURVEY CONTROL
 AE5245
 AE5245  ELLIP H (01/12/98) 1551.57   (m)                       GP(       ) 4 1
 AE5245
 AE5245.Superseded values are not recommended for survey control.
 AE5245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5245.See file dsdata.txt to determine how the superseded data were derived.
 AE5245
 AE5245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE0158303844(NAD 83)
 AE5245_MARKER: I = METAL ROD
 AE5245_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5245_STAMPING: ARGO 1995
 AE5245_MARK LOGO: NGS   
 AE5245_PROJECTION: FLUSH
 AE5245_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5245_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE5245+STABILITY: POSITION/ELEVATION WELL
 AE5245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5245+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2006
 AE5245_ROD/PIPE-DEPTH: 6.4  meters
 AE5245_SLEEVE-DEPTH  : 0.9 meters
 AE5245
 AE5245  HISTORY     - Date     Condition        Report By
 AE5245  HISTORY     - 1995     MONUMENTED       NGS
 AE5245  HISTORY     - 20040609 GOOD             CO0600
 AE5245  HISTORY     - 20060909 GOOD             METRSC
 AE5245
 AE5245                          STATION DESCRIPTION
 AE5245
 AE5245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 AE5245'THE STATION IS LOCATED ABOUT 0.7 MI (1.1 KM) NORTHWEST OF THE DENVER
 AE5245'COLISEUM, 0.5 MI (0.8 KM) NORTHEAST OF THE INTERSTATE HIGHWAY 70 AND
 AE5245'INTERSTATE HIGHWAY 25 INTERCHANGE, 0.35 MI (0.56 KM) WEST OF THE SOUTH
 AE5245'PLATTE RIVER AND IN THE SECTION OF DENVER CALLED GLOBEVILLE, IN THE
 AE5245'SOUTHEAST 1/4 OF SECTION 15, T 3 S, R 68 W.  OWNERSHIP--CITY AND
 AE5245'COUNTY OF DENVER PARKS AND RECREATION DEPARTMENT, 303-964-2500  TO
 AE5245'REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 70 EXIT
 AE5245'274 (FROM EASTBOUND LANES) OR EXIT 275 A (FROM WESTBOUND LANES) AND
 AE5245'WASHINGTON STREET, GO NORTH ON WASHINGTON STREET FOR 0.25 MI (0.40 KM)
 AE5245'TO EAST 48TH AVENUE.  TURN LEFT, WEST, FOR 0.15 MI (0.24 KM) TO THE
 AE5245'INTERSECTION OF PENNSYLVANIA STREET AND ARGO PARK. THE STATION IS IN
 AE5245'THE NORTHSIDE OF A LARGE OPEN GRASSY AREA JUST SOUTH OF AN ELEVATED
 AE5245'RAILROAD TRACK SPUR  THE MARK IS A PUNCH HOLE, TOP CENTER ON A 6.4 M
 AE5245'(21.0 FT) LONG STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 0.9
 AE5245'M (3.0 FT) LONG GREASED 1-INCH PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE
 AE5245'WITH LOGO LID, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.
 AE5245'IT IS 84.5 M (277.2 FT) NORTH-NORTHWEST OF THE NORTHWEST EDGE OF
 AE5245'ASPHALT AT THE CORNER OF EAST 48TH AVENUE AND PENNSYLVANIA STREET,
 AE5245'42.4 M (139.1 FT) NORTHEAST OF THE EASTERN MOST METAL LIGHT POLE FOR
 AE5245'THE BALL PARK, 30.6 M (100.4 FT) EAST-SOUTHEAST OF A FENCE CORNER FOR
 AE5245'THE BALL PARK, 18.1 M (59.4 FT) SOUTH OF THE SOUTHERN RAIL OF A SPUR
 AE5245'TRACK, 9.4 M (30.8 FT) SOUTH OF A WITNESS POST AND THE NORTHERN EDGE
 AE5245'OF GRASS.
 AE5245
 AE5245                          STATION RECOVERY (2004)
 AE5245
 AE5245'RECOVERY NOTE BY CITY AND COUNTY OF DENVER COLORADO 2004 (RTE)
 AE5245'RECOVERED IN GOOD CONDITION.
 AE5245
 AE5245                          STATION RECOVERY (2006)
 AE5245
 AE5245'RECOVERY NOTE BY METROPOLITAN STATE COLLEGE OF DENVER 2006
 AE5245'LOCATION TO REACH, DESCRIPTION AND TIES ARE STILL ACCURATE.  CONDITION
 AE5245'OF BM IS GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0477 ***********************************************************************
 KJ0477  DESIGNATION -  ARIK
 KJ0477  PID         -  KJ0477
 KJ0477  STATE/COUNTY-  CO/LINCOLN
 KJ0477  USGS QUAD   -  THURMAN (1977)
 KJ0477
 KJ0477                         *CURRENT SURVEY CONTROL
 KJ0477  ___________________________________________________________________
 KJ0477* NAD 83(1992)-  39 32 06.48192(N)    103 13 22.31811(W)     ADJUSTED  
 KJ0477* NAVD 88     -      1513.     (meters)    4964.     (feet)  SCALED    
 KJ0477  ___________________________________________________________________
 KJ0477  LAPLACE CORR-          -5.06  (seconds)                    DEFLEC99
 KJ0477  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 KJ0477
 KJ0477  HORZ ORDER  -  FIRST
 KJ0477
 KJ0477.The horizontal coordinates were established by classical geodetic methods
 KJ0477.and adjusted by the National Geodetic Survey in January 1993..
 KJ0477
 KJ0477.The orthometric height was scaled from a topographic map.
 KJ0477
 KJ0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0477
 KJ0477.The geoid height was determined by GEOID03.
 KJ0477
 KJ0477;                    North         East     Units Scale Factor Converg.
 KJ0477;SPC CO C     -   496,169.633 1,110,139.813   MT  0.99996456   +1 26 10.2
 KJ0477;SPC CO C     - 1,627,849.87  3,642,183.70   sFT  0.99996456   +1 26 10.2
 KJ0477;SPC CO N     -   329,720.105 1,110,152.440   MT  1.00003426   +1 28 16.8
 KJ0477;SPC CO N     - 1,081,756.71  3,642,225.13   sFT  1.00003426   +1 28 16.8
 KJ0477;UTM  13      - 4,377,671.641   652,723.958   MT  0.99988718   +1 07 53.2
 KJ0477
 KJ0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0477!SPC CO C     -   0.99976598  x   0.99996456  =   0.99973055
 KJ0477!SPC CO N     -   0.99976598  x   1.00003426  =   0.99980023
 KJ0477!UTM  13      -   0.99976598  x   0.99988718  =   0.99965318
 KJ0477
 KJ0477|---------------------------------------------------------------------|
 KJ0477| PID    Reference Object                     Distance      Geod. Az  |
 KJ0477|                                                           dddmmss.s |
 KJ0477| CP7313 ARIK RM 1                             7.045 METERS 09211     |
 KJ0477| CP7312 ARIK AZ MK                                         2311751.7 |
 KJ0477| CP7314 ARIK RM 2                            11.364 METERS 27155     |
 KJ0477|---------------------------------------------------------------------|
 KJ0477
 KJ0477                          SUPERSEDED SURVEY CONTROL
 KJ0477
 KJ0477  NAD 83(1986)-  39 32 06.47618(N)    103 13 22.31672(W) AD(       ) 1
 KJ0477  NAD 27      -  39 32 06.52251(N)    103 13 20.53780(W) AD(       ) 1
 KJ0477
 KJ0477.Superseded values are not recommended for survey control.
 KJ0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0477.See file dsdata.txt to determine how the superseded data were derived.
 KJ0477
 KJ0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD5272477672(NAD 83)
 KJ0477_MARKER: DS = TRIANGULATION STATION DISK
 KJ0477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0477_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KJ0477
 KJ0477  HISTORY     - Date     Condition        Report By
 KJ0477  HISTORY     - 1968     MONUMENTED       CGS
 KJ0477
 KJ0477                          STATION DESCRIPTION
 KJ0477
 KJ0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KJ0477'NO R.M. 1 TO R.M. 2.  MARKS NEAR 180 DEGREES.
 KJ0477'
 KJ0477'THE STATION IS LOCATED IN THE NORTHWEST 1/4 OF SECTION 16, T 6
 KJ0477'S. R. 52 W, ABOUT 19 MILES NORTH-NORTHWEST OF FLAGLER, 18 MILES
 KJ0477'NORTH-NORTHEAST OF ARRIBA AND ON COLORADO STATE PROPERTY.
 KJ0477'
 KJ0477'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 36 AND
 KJ0477'STATE HIGHWAY 63, IN ANTON, GO SOUTH ON STATE HIGHWAY 63 FOR 5.0
 KJ0477'MILES TO THE END OF THE PAVED PORTION OF THE HIGHWAY.  CONTINUE
 KJ0477'SOUTH ON STATE HIGHWAY 63, GRAVELED, FOR 5.0 MILES TO A GROUP OF
 KJ0477'HOUSES ON BOTH SIDES OF THE HIGHWAY.  CONTINUE SOUTH ON STATE
 KJ0477'HIGHWAY 63 FOR 2.1 MILES TO A FORK.  TAKE THE RIGHT FORK AND GO
 KJ0477'WEST ON STATE HIGHWAY 63 FOR 2.6 MILES TO A FORK.  TAKE THE
 KJ0477'LEFT FORK AND GO SOUTH ON GRAVELED STATE HIGHWAY 63 FOR 4.2
 KJ0477'MILES TO THE END OF THE GRAVELED PORTION OF STATE HIGHWAY 63.
 KJ0477'CONTINUE SOUTH ON PAVED STATE HIGHWAY 63 FOR 1.0 MILE TO A
 KJ0477'CROSSROAD.  TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 2.0
 KJ0477'MILES TO A SIDE ROAD LEFT AND AN ABANDONED SCHOOL HOUSE IN THE
 KJ0477'NORTHWEST ANGLE OF THE INTERSECTION.  TURN LEFT AND GO NORTH ON
 KJ0477'A GRAVELED ROAD FOR 2.65 MILES TO THE AZIMUTH MARK ON THE RIGHT
 KJ0477'NEAR POWER AND TELEPHONE POLE NUMBER 12.  CONTINUE NORTH ON
 KJ0477'THE GRAVELED ROAD FOR 0.35 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 KJ0477'AND GO EAST ON A GRAVELED ROAD FOR 0.45 MILE TO THE STATION ON
 KJ0477'THE RIGHT AND A FARM HOUSE ON THE LEFT.
 KJ0477'
 KJ0477'THE STATION MARK IS A STANDARD DISK STAMPED ARIK 1968, SET IN
 KJ0477'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 4
 KJ0477'INCHES.  IT IS 97.5 FEET SOUTHEAST OF POWER POLE NUMBER 6-52-9S1
 KJ0477'(TRANSFORMER ATTACHED), 35 FEET SOUTH OF THE CENTER OF THE
 KJ0477'GRAVELED ROAD, 5 FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST AND
 KJ0477'2.2 FEET NORTH OF A WIRE FENCE.
 KJ0477'
 KJ0477'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ARIK NO 1 1968, SET
 KJ0477'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING
 KJ0477'2 INCHES.  IT IS 35 FEET SOUTH OF THE CENTER OF THE ROAD, 28 FEET
 KJ0477'EAST OF THE WITNESS POST AND 1.7 FEET NORTH OF THE WIRE FENCE.
 KJ0477'
 KJ0477'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ARIK NO 2 1968, SET
 KJ0477'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING
 KJ0477'1 INCH.  IT IS 34 FEET SOUTH OF THE ROAD, 32.7 FEET WEST OF THE
 KJ0477'WITNESS POST AND 2.4 FEET NORTH OF THE WEST GATE POST OF A WIRE
 KJ0477'FENCE.
 KJ0477'
 KJ0477'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ARIK 1968, SET IN
 KJ0477'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 3
 KJ0477'INCHES.  IT IS 24 FEET EAST OF A GRAVELED ROAD (CENTER), 1.8 FEET
 KJ0477'SOUTH OF A METAL WITNESS POST AND 1.0 FOOT NORTHWEST OF POWER LINE
 KJ0477'AND TELEPHONE POLE NUMBER 12.
 KJ0477'
 KJ0477'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0499 ***********************************************************************
 KJ0499  DESIGNATION -  ARIKAREE RESET
 KJ0499  PID         -  KJ0499
 KJ0499  STATE/COUNTY-  CO/LINCOLN
 KJ0499  USGS QUAD   -  ARRIBA NE (1979)
 KJ0499
 KJ0499                         *CURRENT SURVEY CONTROL
 KJ0499  ___________________________________________________________________
 KJ0499* NAD 83(1992)-  39 23 19.03845(N)    103 22 11.54202(W)     ADJUSTED  
 KJ0499* NAVD 88     -      1626.6    (meters)    5337.     (feet)  VERTCON   
 KJ0499  ___________________________________________________________________
 KJ0499  LAPLACE CORR-          -5.49  (seconds)                    DEFLEC99
 KJ0499  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 KJ0499
 KJ0499  HORZ ORDER  -  FIRST
 KJ0499
 KJ0499.The horizontal coordinates were established by classical geodetic methods
 KJ0499.and adjusted by the National Geodetic Survey in January 1993..
 KJ0499
 KJ0499.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0499
 KJ0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0499
 KJ0499.The geoid height was determined by GEOID03.
 KJ0499
 KJ0499;                    North         East     Units Scale Factor Converg.
 KJ0499;SPC CO C     -   479,601.899 1,097,887.161   MT  0.99994847   +1 20 36.4
 KJ0499;SPC CO C     - 1,573,493.90  3,601,984.79   sFT  0.99994847   +1 20 36.4
 KJ0499;UTM  13      - 4,361,171.266   640,383.889   MT  0.99984265   +1 02 04.6
 KJ0499
 KJ0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0499!SPC CO C     -   0.99974808  x   0.99994847  =   0.99969656
 KJ0499!UTM  13      -   0.99974808  x   0.99984265  =   0.99959076
 KJ0499
 KJ0499|---------------------------------------------------------------------|
 KJ0499| PID    Reference Object                     Distance      Geod. Az  |
 KJ0499|                                                           dddmmss.s |
 KJ0499| CP7319 ARIKAREE RM 1                                      19901     |
 KJ0499| CP7318 ARIKAREE AZ MK                                     2283651.7 |
 KJ0499| CP7320 ARIKAREE RM 2                                      33519     |
 KJ0499|---------------------------------------------------------------------|
 KJ0499
 KJ0499                          SUPERSEDED SURVEY CONTROL
 KJ0499
 KJ0499  NAD 83(1986)-  39 23 19.03286(N)    103 22 11.53958(W) AD(       ) 1
 KJ0499  NAD 27      -  39 23 19.08100(N)    103 22 09.75200(W) AD(       ) 1
 KJ0499  NGVD 29 (07/19/86) 1625.8    (m)         5334.     (f) VERT ANG       
 KJ0499
 KJ0499.Superseded values are not recommended for survey control.
 KJ0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0499.See file dsdata.txt to determine how the superseded data were derived.
 KJ0499
 KJ0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD4038461171(NAD 83)
 KJ0499_MARKER: DS = TRIANGULATION STATION DISK
 KJ0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0499_STAMPING: ARIKAREE 1934 1981
 KJ0499_MARK LOGO: NGS   
 KJ0499_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KJ0499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KJ0499
 KJ0499  HISTORY     - Date     Condition        Report By
 KJ0499  HISTORY     - 1981     MONUMENTED       NGS
 KJ0499
 KJ0499                          STATION DESCRIPTION
 KJ0499
 KJ0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 KJ0499'THE STATION MARK, REFERENCE MARKS 1, 2 AND AZIMUTH MARK WERE RECOVERED
 KJ0499'IN GOOD CONDITION.  A NEW DESCRIPTION AND TO REACH FOLLOWS.  THE
 KJ0499'ANGLES CHECKED THE DATA OF 1934 FAVORABLY, BUT NO CHECK WAS MADE ON
 KJ0499'THE DISTANCE AS IN 1934 THEY WERE SLOPE TAPED.  ALL DISTANCES WERE
 KJ0499'MEASURED BY EDM DUE TO WIND AND TERRRAIN.  AT THE REQUEST OF THE
 KJ0499'PROPERTY OWNER, THE STATION MARK WAS LOWERED SO THE FIELD COULD BE
 KJ0499'PLOWED MORE EASILY.  THE STATION IS LOCATED ABOUT 13 KM (8.05 MI)
 KJ0499'NORTH-NORTHEAST OF BOVINA IN THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF
 KJ0499'SECTION 6, T.8S.,R.53 W, AND ON A BARE RIDGE RUNNING NORTHWEST AND
 KJ0499'SOUTHEAST.  OWERSHIP--CONTACT MR.  DOUG YOUNG, 8314 FIELD CT., ARVADA,
 KJ0499'COLO.  80005. TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 70
 KJ0499'AND U.S. 40 AND U.S.  287 JUST EAST OF LIMON, GO EAST ON INTERSTATE 70
 KJ0499'FOR 21.5 KM (13.35 MI) TO EXIT 376 FOR BOVINA AND TAKE THE EXIT TO THE
 KJ0499'STOP SIGN.  TURN LEFT, NORTH OVER THE OVERPASS AND CONTINUE STRAIGHT
 KJ0499'FOR 1.0 KM (0.60 MI) TO A CROSSROAD. TURN RIGHT, EAST ON THE DIRT ROAD
 KJ0499'FOR 1.6 KM (1.00 MI) TO A SIDEROAD LEFT.  TURN LEFT, NORTH ON THE DIRT
 KJ0499'ROAD FOR 9.6 KM (5.95 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT, EAST FOR
 KJ0499'1.5 KM (0.95 MI) TO A SIDEROAD LEFT.  TURN LEFT, NORTH FOR 1.6 KM
 KJ0499'(1.00 MI) TO A FIELD ROAD LEFT. TURN LEFT, WEST ALONG THE SOUTH SIDE
 KJ0499'OF THE FENCE FOR 0.8 KM (0.50 MI) TO A FENCE CORNER.  TURN LEFT FOR
 KJ0499'0.2 KM (0.10 MI) TO THE STATION ON THE HIGHEST PART OF THE FIELD.  THE
 KJ0499'STATION IS A STANDARD NGS DISK STAMPED--ARIKAREE 1934 1981--, SET INTO
 KJ0499'THE TOP OF A ROUND CONCRETE MONUMENT, 14 INCHES, 36 CM IM DIAMETER,
 KJ0499'RECESSED 8 INCHES, 46 CM BELOW THE GROUND.  LOCATED 20.6 METERS (67.6
 KJ0499'FT) EAST FROM A NORTH-SOUTH FENCE.  THE UNDERGROUND MARK IS A CGS DISK
 KJ0499'STAMPED-- ARIKAREE 1934, AN IRREGULAR MASS OF CONCRETE, 3.5 FEET, (1.1
 KJ0499'M) 1.1 METER (3.6 FT) BELOW THE SURFACE.
 KJ0499'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--ARIKAREE NO 1 1934
 KJ0499'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN
 KJ0499'DIAMETER RECESSED, 3 INCHES (3 CM) BELOW THE GROUND. LOCATED 1.0 METER
 KJ0499'EAST FROM A NORTH-SOUTH FENCE LINE.  0.6 METER (2.0 FT) SOUTH FROM A
 KJ0499'METAL WITNESS POST AN 2 METERS (6.6 FT) LOWER THAN THE STATION.
 KJ0499'REFERNCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--ARIKAREE NO 2 1934
 KJ0499'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN
 KJ0499'DIAMETER, RECESSED 1 INCH (3 CM) BELOW THE GROUND.  LOCATED 0.5 METER
 KJ0499'(1.6 FT) EAST FROM A NORTH SOUTH FENCE LINE, SOUTH FROM A METAL
 KJ0499'WITNESS POST WITH SIGN.
 KJ0499'AZIMUTH MARK NO 1 IS A STANDARD CGS DISK STAMPED--ARIKAREE 1934
 KJ0499'AZIMUTH--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES
 KJ0499'(30 CM) IN DIAMETER, PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.  THE
 KJ0499'MARK IS UNDER THE CENTER OF A DOUBLE POLED POWER LINE AND JUST INSIDE
 KJ0499'OF A COW PASTURE WITH A FENCE AROUND IT. LOCATED 16.3 METERS (53.5 FT)
 KJ0499'EAST FROM THE CENTER OF A DIRT ROAD RUNNING NORTH-SOUTH.  7.8 METERS
 KJ0499'(25.6 FT) EAST FROM A FENCE CORNER, 0.6 METER (2.0 FT) NORTH FROM A
 KJ0499'WITNESS POST WITH SIGN.  0.6 METER (2.0 FT) NORTH FROM A FENCE LINE
 KJ0499'RUNNING EAST-WEST.  TO REACH THE AZIMUTH MARK FROM THE STATION MARK,
 KJ0499'GO NORTH FOR 0.2 KM (0.10 MI) TO A FENCE, TURN RIGHT, EAST AND FOLLOW
 KJ0499'A FIELD ROAD FOR 0.8 KM (0.50 MI) TO A SECTION LINE ROAD.  TURN RIGHT,
 KJ0499'SOUTH, FOR 1.6 KM (1.00 MI) TO A T-INTERSECTION AND TURN RIGHT, WEST,
 KJ0499'FOR 1.4 KM (0.85 MI) TO A T-INTERSECTION.  TURN RIGHT, NORTH FOR 0.8
 KJ0499'KM (0.50 MI) TO THE AZIMUTH MARK ON THE RIGHT AND INSIDE OF A FENCED
 KJ0499'PASTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1409 ***********************************************************************
 JK1409  DESIGNATION -  ARKANSAS AZ MK
 JK1409  PID         -  JK1409
 JK1409  STATE/COUNTY-  CO/PUEBLO
 JK1409  USGS QUAD   -  SOUTHWEST PUEBLO (1994)
 JK1409
 JK1409                         *CURRENT SURVEY CONTROL
 JK1409  ___________________________________________________________________
 JK1409* NAD 83(1992)-  38 14 14.02458(N)    104 43 26.82335(W)     ADJUSTED  
 JK1409* NAVD 88     -      1564.4    (meters)    5133.     (feet)  GPS OBS   
 JK1409  ___________________________________________________________________
 JK1409  X           -  -1,275,245.001 (meters)                     COMP
 JK1409  Y           -  -4,852,622.021 (meters)                     COMP
 JK1409  Z           -   3,927,116.987 (meters)                     COMP
 JK1409  LAPLACE CORR-          -7.88  (seconds)                    DEFLEC99
 JK1409  ELLIP HEIGHT-        1545.67  (meters)          (12/03/02) GPS OBS
 JK1409  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 JK1409
 JK1409  HORZ ORDER  -  FIRST
 JK1409  ELLP ORDER  -  FOURTH    CLASS II
 JK1409
 JK1409.The horizontal coordinates were established by GPS observations
 JK1409.and adjusted by the National Geodetic Survey in August 1994..
 JK1409
 JK1409.The orthometric height was determined by GPS observations and a
 JK1409.high-resolution geoid model.
 JK1409
 JK1409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1409
 JK1409.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1409
 JK1409.The ellipsoidal height was determined by GPS observations
 JK1409.and is referenced to NAD 83.
 JK1409
 JK1409.The geoid height was determined by GEOID03.
 JK1409
 JK1409;                    North         East     Units Scale Factor Converg.
 JK1409;SPC CO S     -   479,393.126   982,326.562   MT  0.99997008   +0 28 33.3
 JK1409;SPC CO S     - 1,572,808.95  3,222,849.73   sFT  0.99997008   +0 28 33.3
 JK1409;UTM  13      - 4,232,172.584   524,143.524   MT  0.99960718   +0 10 14.7
 JK1409
 JK1409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1409!SPC CO S     -   0.99975753  x   0.99997008  =   0.99972762
 JK1409!UTM  13      -   0.99975753  x   0.99960718  =   0.99936480
 JK1409
 JK1409                          SUPERSEDED SURVEY CONTROL
 JK1409
 JK1409  ELLIP H (08/30/94) 1545.67   (m)                       GP(       ) 4 1
 JK1409
 JK1409.Superseded values are not recommended for survey control.
 JK1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1409.See file dsdata.txt to determine how the superseded data were derived.
 JK1409
 JK1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC2414432173(NAD 83)
 JK1409_MARKER: DZ = AZIMUTH MARK DISK
 JK1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1409_SP_SET: CONCRETE POST
 JK1409_STAMPING: ARKANSAS 1949
 JK1409_MARK LOGO: CGS   
 JK1409_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK1409+STABILITY: SURFACE MOTION
 JK1409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1409+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1993
 JK1409
 JK1409  HISTORY     - Date     Condition        Report By
 JK1409  HISTORY     - 1949     MONUMENTED       CGS
 JK1409  HISTORY     - 19930618 GOOD
 JK1409
 JK1409                          STATION DESCRIPTION
 JK1409
 JK1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JK1409'STATION IS LOCATED ABOUT 7 MI (11.3 KM) WEST OF PUEBLO AND 2 MI
 JK1409'(3.2 KM) SOUTH OF THE PUEBLO DAM IN SEC 12, T 21S, R 66 W OF THE 6TH
 JK1409'PM.
 JK1409'TO REACH THE STATION FROM THE JUNCTION OF PUEBLO BLVD. (S.H.45) AND S
 JK1409'.H.96, GO WEST ALONG S.H.96 4.9 MI (7.9 KM) TO EAST RED CREEK ROAD,
 JK1409'TURN LEFT ONTO RED CREEK ROAD AND CONTINUE EAST 0.42 MI (0.68 KM) TO
 JK1409'A BEND IN ROAD, CONTINUE EAST FOR 0.03 MI (0.05 KM) TO THE STATION ON
 JK1409'THE LEFT.
 JK1409'OR
 JK1409'AT THE JUNCTION OF PUEBLO  BLVD. (S.H.45) AND RED CREEK SPRINGS ROAD.
 JK1409'GO WEST ALONG RED CREEK ROAD 4.3 MI (6.9 KM) TO THE STATION ON THE
 JK1409'RIGHT.
 JK1409'STATION MARK IS CGS BRASS AZIMUTH MARK DISK SET INTO A ROUND CONCRETE
 JK1409'POST PROJECTING 4 INCHES ABOVE THE GROUND, 40 FT (12.2 M) NORTH OF
 JK1409'THE CENTERLINE OF RED CREEK ROAD, 116 FT (35.4 M) EAST OF A GUY POLE
 JK1409'AND 20 FT (6.1 M) NORTH OF A WITNESS POST.
 JK1409
 JK1409                          STATION RECOVERY (1993)
 JK1409
 JK1409'RECOVERED 1993
 JK1409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1127 ***********************************************************************
 JK1127  DESIGNATION -  ARKANSAS RESET
 JK1127  PID         -  JK1127
 JK1127  STATE/COUNTY-  CO/PUEBLO
 JK1127  USGS QUAD   -  SOUTHWEST PUEBLO (1994)
 JK1127
 JK1127                         *CURRENT SURVEY CONTROL
 JK1127  ___________________________________________________________________
 JK1127* NAD 83(1992)-  38 14 50.50150(N)    104 43 44.91643(W)     ADJUSTED  
 JK1127* NAVD 88     -      1567.9    (meters)    5144.     (feet)  VERTCON   
 JK1127  ___________________________________________________________________
 JK1127  LAPLACE CORR-          -7.88  (seconds)                    DEFLEC99
 JK1127  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 JK1127
 JK1127  HORZ ORDER  -  FIRST
 JK1127
 JK1127.The horizontal coordinates were established by classical geodetic methods
 JK1127.and adjusted by the National Geodetic Survey in January 1993..
 JK1127
 JK1127.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1127
 JK1127.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1127
 JK1127.The geoid height was determined by GEOID03.
 JK1127
 JK1127;                    North         East     Units Scale Factor Converg.
 JK1127;SPC CO S     -   480,514.128   981,877.302   MT  0.99997134   +0 28 22.2
 JK1127;SPC CO S     - 1,576,486.77  3,221,375.78   sFT  0.99997134   +0 28 22.2
 JK1127;UTM  13      - 4,233,295.554   523,700.402   MT  0.99960692   +0 10 03.6
 JK1127
 JK1127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1127!SPC CO S     -   0.99975698  x   0.99997134  =   0.99972832
 JK1127!UTM  13      -   0.99975698  x   0.99960692  =   0.99936399
 JK1127
 JK1127|---------------------------------------------------------------------|
 JK1127| PID    Reference Object                     Distance      Geod. Az  |
 JK1127|                                                           dddmmss.s |
 JK1127| CM8284 ARKANSAS RM 1                         7.866 METERS 03809     |
 JK1127| CM7325 105                                                0493958.9 |
 JK1127| JK1114 PUEBLO COLORADO STATE HOSP STK      APPROX. 9.5 KM 0691118.7 |
 JK1127| JK1108 PUEBLO SACRED HEART SCH SPIRE       APPROX.10.5 KM 0720549.2 |
 JK1127| JK1105 PUEBLO SACRED HEART CH SPIRE        APPROX.10.8 KM 0721313.9 |
 JK1127| JK1103 PUEBLO FIRST PRESB CH SPIRE         APPROX.10.9 KM 0725931.0 |
 JK1127| JK1111 PUEBLO FIRST NATL BANK CHIMNEY      APPROX.10.9 KM 0752529.8 |
 JK1127| JK1101 PUEBLO CREWS BEGGS TANK             APPROX.10.9 KM 0762728.4 |
 JK1127| JK1110 PUEBLO COLORADO LAUNDRY STACK       APPROX.10.9 KM 0763705.0 |
 JK1127| JK1107 PUEBLO SOUTHERN COLO PWR STK        APPROX.10.2 KM 0775405.2 |
 JK1127| JK1109 PUEBLO AMERICAN STORES TANK         APPROX.10.7 KM 0811542.1 |
 JK1127| JK1102 PUEBLO AMERICAN STORES STACK        APPROX.10.7 KM 0812321.1 |
 JK1127| JK1121 BLENDE CITY STANDPIPE               APPROX.13.6 KM 0895707.3 |
 JK1127| JK1129 PUEBLO CITY AIRPORT BEACON          APPROX. 7.3 KM 0905141.0 |
 JK1127| JK1120 PUEBLO CF AND I CORP STACK          APPROX.11.0 KM 1064046.6 |
 JK1127| JK1132 PUEBLO RAD RNG TWR CEN 1 OF 5       APPROX. 8.1 KM 1152912.9 |
 JK1127| CM8285 ARKANSAS RM 2                         7.904 METERS 13409     |
 JK1127| JK1409 ARKANSAS AZ MK                      APPROX. 1.2 KM 1583800.7 |
 JK1127| CM8283 ARKANSAS AZ MK 2                                   1814419.9 |
 JK1127|---------------------------------------------------------------------|
 JK1127
 JK1127                          SUPERSEDED SURVEY CONTROL
 JK1127
 JK1127  NAD 83(1986)-  38 14 50.48714(N)    104 43 44.91601(W) AD(       ) 1
 JK1127  NAD 27      -  38 14 50.47600(N)    104 43 42.99500(W) AD(       ) 1
 JK1127  NGVD 29 (07/19/86) 1567.0    (m)         5141.     (f) VERT ANG       
 JK1127
 JK1127.Superseded values are not recommended for survey control.
 JK1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1127.See file dsdata.txt to determine how the superseded data were derived.
 JK1127
 JK1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC2370033296(NAD 83)
 JK1127_MARKER: DS = TRIANGULATION STATION DISK
 JK1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1127_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JK1127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1127+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2002
 JK1127
 JK1127  HISTORY     - Date     Condition        Report By
 JK1127  HISTORY     - 1971     MONUMENTED       NGS
 JK1127  HISTORY     - 1975     GOOD             LOCENG
 JK1127  HISTORY     - 1975     GOOD             NGS
 JK1127  HISTORY     - 1977     GOOD             NGS
 JK1127  HISTORY     - 20020810 GOOD             LOCSUR
 JK1127
 JK1127                          STATION DESCRIPTION
 JK1127
 JK1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 JK1127'THE UNDERGROUND STATION MARK, REFERENCE AND AZIMUTH MARKS WERE
 JK1127'RECOVERED IN GOOD CONDITION.  THE SURFACE STATION DISK HAD BEEN
 JK1127'REMOVED AND ITS CONCRETE MONUMENT SLIGHTLY TILTED.  THE DIRECTION
 JK1127'TO REFERENCE MARK 1 WAS 2 MIN 38 SEC HIGHER WHILE THE DIRECTION TO
 JK1127'REFERENCE MARK 2 WAS 3 MIN 10 SEC SMALLER.  THE DISTANCES TO
 JK1127'THE REFERENCE MARKS AND THE DIRECTION TO THE AZIMUTH MARK
 JK1127'CHECKED SATISFACTORY.  A NEW SURFACE STATION MARK WAS
 JK1127'ESTABLISHED AT THIS TIME.
 JK1127'
 JK1127'THE STATION IS LOCATED ABOUT 7.0 MILES AIRLINE WEST OF PUEBLO AND
 JK1127'ABOUT 1.3 MILES AIRLINE SOUTH OF THE DENVER AND RIO GRANDE RAILROAD
 JK1127'AND ARKANSAS RIVER.  IT IS ON THE HIGHEST POINT OF A BARE RIDGE
 JK1127'THAT DROPS OFF SHARPLY ON ALL SIDES EXCEPT TO THE SOUTH.  IT IS IN
 JK1127'THE SW SECTION 1, T.21 S., R. 66 W.
 JK1127'
 JK1127'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AND FOURTH STREETS
 JK1127'IN PUEBLO GO WEST ON STATE HIGHWAY 96 FOR 2.95 MILES TO THE CITY
 JK1127'PARK GOLF CLUB ON THE LEFT.  CONTINUE WEST ON STATE HIGHWAY 96 FOR
 JK1127'5.2 MILES TO A SIDE ROAD ON THE RIGHT.  NO. TURN RIGHT AND GO FOR
 JK1127'ABOUT 100 FEET TO A FORK.  TAKE THE RIGHT FORK AND GO NORTH ON
 JK1127'TRACK ROAD FOR 0.85 MILE TO THE STATION ON THE RIGHT.
 JK1127'
 JK1127'THE SURFACE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A
 JK1127'12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE THE
 JK1127'GROUND SURFACE AND IS STAMPED ARKANSAS 1949 1971.  IT IS 44.0 FEET
 JK1127'EAST OF THE CENTER OF A TRACK ROAD AND 9.3 FEET EAST OF A STANDARD
 JK1127'WITNESS POST.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 JK1127'ARKANSAS 1949 AND IS SET 2 FEET BELOW THE GROUND SURFACE.
 JK1127'
 JK1127'REFERENCE MARK 1, A STANDARD DISK STAMPED ARKANSAS NO 1 1949, SET
 JK1127'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 JK1127'INCHES ABOVE THE GROUND SURFACE.  IT IS 60.0 FEET EAST OF THE
 JK1127'CENTER OF TRACK ROAD AND 31.6 FEET NORTHEAST OF THE WITNESS POST.
 JK1127'IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 JK1127'
 JK1127'REFERENCE MARK 2, A STANDARD DISK STAMPED ARKANSAS NO 2 1949, SET
 JK1127'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 JK1127'INCHES ABOVE THE GROUND SURFACE.  IT IS 66.0 FEET EAST OF THE
 JK1127'CENTER OF TRACK ROAD, 34.2 FEET SOUTHEAST OF THE WITNESS POST AND
 JK1127'ABOUT 1 FOOT LOWER THAN THE STATION.
 JK1127'
 JK1127'THE AZIMUTH MARK, A STANDARD DISK STAMPED ARKANSAS 1949, IS SET
 JK1127'IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 JK1127'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 32 FEET SOUTH OF AN
 JK1127'EAST-WEST FENCE, 116 FEET EAST OF TELEPHONE POLE BRACE, 62 FEET
 JK1127'NORTH OF THE CENTER OF A GRAVELED ROAD AND 2.3 FEET NORTH OF A
 JK1127'STANDARD WITNESS POST.  NO. FROM THIS POINT IN THE TO REACH GO
 JK1127'SOUTHWEST FOR 0.2 MILE TO A SIDE ROAD LEFT AND SIGN READING RED
 JK1127'CREEK ROAD EAST.  TURN LEFT AND GO IN AN EASTERLY DIRECTION
 JK1127'FOR 0.45 MILE ON A GRAVELED ROAD TO A FORK.  TAKE LEFT FORK AND GO
 JK1127'EAST FOR ABOUT 150 FEET TO THE MARK AS DESCRIBED.
 JK1127'
 JK1127'CLYDE (USBR) IS A BUREAU OF RECLAMATION DISK STAMPED CLYDE SET IN
 JK1127'A 16-INCH CYLINDRICAL MASS OF CONCRETE ON THE NORTH END OF A ROCKY
 JK1127'RIDGE.  THE OBJECT OBSERVED WAS A RANGE POLE SET OVER THE MARK.
 JK1127
 JK1127                          STATION RECOVERY (1975)
 JK1127
 JK1127'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (KRW)
 JK1127'ARKANSAS 1949 RECOVERED GOOD.  NEEDS NEW WITNESS POST.
 JK1127'
 JK1127'ARKANSAS NO. 1 1949 RECOVERED GOOD.
 JK1127'
 JK1127'ARKANSAS NO. 2 1949 RECOVERED GOOD.
 JK1127'
 JK1127'ARKANSAS 1949 (AZ. MK.) RECOVERED GOOD.
 JK1127'
 JK1127'NEW DESCRIPTION--INTERSECTION OF GRAND AVE. AND STATE HIGHWAY 96
 JK1127'(4TH STREET) IN DOWNTOWN PUEBLO GO WEST ON STATE HIGHWAY 96 FOR 3.0
 JK1127'MILES TO INTERSECTION OF PUEBLO BLVD. AT NW CORNER OF GOLF COURSE,
 JK1127'CONTINUE WEST ON NEW STATE HIGHWAY 96 FOR 4.7 MILES TO GATE ON
 JK1127'RIGHT, TURN RIGHT THROUGH GATE AND GO NORTHEASTERLY ON TRACK ROAD
 JK1127'FOR APPROX. 0.80 MILES TO STATION ON HIGH POINT OF MESA
 JK1127'OVERLOOKING PUEBLO RESERVOIR.  TO REACH AZIMUTH MARK FROM
 JK1127'STATION GO BACK TO STATE HIGHWAY 96 AND CONTINUE SW ON STATE
 JK1127'HIGHWAY 96 FOR 0.15 MILES TO RED CREEK ROAD ON LEFT.  TURN LEFT
 JK1127'AND GO NE ON RED CREEK ROAD FOR 0.45 TO TOP OF RIDGE AND AZIMUTH
 JK1127'MARK ON LEFT.
 JK1127
 JK1127                          STATION RECOVERY (1975)
 JK1127
 JK1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1127'STATION MARK, REFERENCE MARKS NUMBER 1 AND 2 WERE RECOVERED AND ARE
 JK1127'IN GOOD CONDITION.  THE AZIMUTH MARK COULD NOT BE FOUND AND BELIEVED
 JK1127'TO HAVE BEEN DESTROYED DURING HIGHWAY CONSTRUCTION.  A NEW AZIMUTH
 JK1127'MARK HAS NOW BEEN SET FOR THE STATION.
 JK1127'
 JK1127'STATION IS REACHED FROM INTERSTATE HIGHWAY 25 AND STATE HIGHWAY 96
 JK1127'JUNCTION IN PUEBLO.  GO WEST AND SOUTH ON HIGHWAY 96 WHICH IS 4TH,
 JK1127'LINCOLN AND THATCHER STREETS FOR 3.4 MILES TO THE JUNCTION WITH
 JK1127'PUEBLO BOULEVARD.  CONTINUE STRAIGHT AHEAD ON HIGHWAY 96 FOR 2.95
 JK1127'MILES TO THE ROAD ENTRANCE TO THE PUEBLO RESERVOR ON THE RIGHT.
 JK1127'CONTINUE STRAIGHT AHEAD ON HIGHWAY 96 FOR 1.5 MILES TO A BLADED
 JK1127'SIDE ROAD WHICH PARALLELS THE HIGHWAY ON THE RIGHT.  GO WESTERLY ON
 JK1127'THE BLADED ROAD FOR 0.05 MILE, THENCE RIGHT AND CONTINUE ON
 JK1127'BLADED ROAD UPHILL ALONG FENCELINE FOR 0.05 MILE TO A WIRE GATE
 JK1127'AND AZIMUTH MARK ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE
 JK1127'AND GO NORTH-NORTHEAST ON A WELL TRAVELED TRACK ROAD
 JK1127'FOR 0.75 MILE TO THE TOP OF THE RIDGE AND STATION.
 JK1127'
 JK1127'STATION MARK DISK IS STAMPED ARKANSAS 1949 1971, SET IN THE TOP OF A
 JK1127'SQUARE CONCRETE MONUMENT PROJECTING 1 INCH.  MARK IS 9 FEET
 JK1127'NORTH-NORTHEAST OF A METAL WITNESS POST WITH A METAL WITNESS SIGN
 JK1127'ATTACHED.
 JK1127'
 JK1127'REFERENCE MARK NUMBER 1 DISK IS STAMPED ARKANSAS NO 1 1949, SET IN
 JK1127'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES.  MARK IS
 JK1127'34 FEET NORTH-NORTHEAST OF THE METAL WITNESS POST.
 JK1127'
 JK1127'REFERENCE MARK NUMBER 2 DISK IS STAMPED ARKANSAS NO 2 1949, SET IN
 JK1127'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES.
 JK1127'
 JK1127'AZIMUTH MARK IS A REFERENCE MARK DISK, STAMPED ARKANSAS 1949 1971
 JK1127'NO 3 1975 AZ, SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING
 JK1127'3 INCHES.  MARK IS 15 FEET NORTH OF THE CENTER OF A WIRE GATE, 12
 JK1127'FEET WEST OF THE CENTER OF A BLADED ROAD, 1.5 FEET NORTH OF A
 JK1127'METAL WITNESS POST WITH A METAL WITNESS SIGN ATTACHED AND 1.2 FEET
 JK1127'WEST OF A NORTH-SOUTH FENCELINE.
 JK1127'
 JK1127'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 7 MILES
 JK1127'SOUTH-SOUTHWEST OF PUEBLO.
 JK1127'
 JK1127'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 JK1127
 JK1127                          STATION RECOVERY (1977)
 JK1127
 JK1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 JK1127'STATION VISITED AND ALL MARKS WERE FOUND IN GOOD CONDITION.  DISTANCE
 JK1127'AND DIRECTION TO THE MARKS CHECKED THE 1975 RECOVERY NOTE DATA
 JK1127'FAIRLY WELL.  THE AZIMUTH MARK WOULD HAVE BEEN DESTROYED IN THE NEAR
 JK1127'FUTURE, THEREFORE A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME
 JK1127'AND THE OLD AZIMUTH MARK DISK RETRIEVED.
 JK1127'
 JK1127'STATION IS REACHED FROM THE PUEBLO BOULEVARD-THATCHER AVENUE
 JK1127'INTERSECTION AND STATE HIGHWAY 96 WHICH IS IN THE WESTERN SECTION OF
 JK1127'PUEBLO.  GO WESTERLY ON STATE HIGHWAY 96 FOR 3.4 MILES TO A
 JK1127'POWERLINE POLE WITH A DEADEND GUY LINE ATTACHED AND THE AZIMUTH MARK
 JK1127'(USBR) ON THE RIGHT, INSIDE A FENCE LINE.  CONTINUE STRAIGHT AHEAD
 JK1127'ON HIGHWAY 96 FOR 0.4 MILE TO A SURFACED ROAD AND SIGN PUEBLO
 JK1127'RESERVOIR ON RIGHT.  CONTINUE STRAIGHT AHEAD ON HIGHWAY 96 UP
 JK1127'A GRADE FOR 0.6 MILE TO A BLADED ROAD WHICH PARELLS THE HIGHWAY ON
 JK1127'THE RIGHT.  GO WESTERLY ON THE BLADED ROAD FOR 0.05 MILE TO ANOTHER
 JK1127'BLADED ROAD ON RIGHT.  GO WESTERLY, UPHILL ON THE BLADED ROAD FOR
 JK1127'0.05 MILE TO A GAP IN A FENCELINE ON THE RIGHT.  TURN RIGHT, PASS
 JK1127'THROUGH THE GAP AND FOLLOW A TRACK ROAD, NORTHWEST AND
 JK1127'NORTHEASTERLY FOR ABOUT 0.75 MILE TO THE NORTHEAST END OF THE
 JK1127'HILL AND STATION.
 JK1127'
 JK1127'STATION IS A STANDARD STATION MARK DISK, STAMPED ARKANSAS 1949 1971,
 JK1127'SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 2
 JK1127'INCHES.  MARK IS 8 FEET NORTHEAST OF A METAL WITNESS POST WITH A
 JK1127'METAL WITNESS SIGN ATTACHED.
 JK1127'
 JK1127'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED ARKANSAS
 JK1127'NO 1 1949, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 JK1127'ABOUT 3 INCHES.
 JK1127'
 JK1127'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED ARKANSAS
 JK1127'NO 2 1949, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 JK1127'ABOUT 3 INCHES.
 JK1127'
 JK1127'AZIMUTH MARK IS A STANDARD U.S. BUREAU RECLAMATION DISK, STAMPED 105,
 JK1127'SET IN THE TOP OF AN 8 INCH X 8 INCH SQUARE CONCRETE MONUMENT
 JK1127'PROJECTING ABOUT 1 INCH.  MARK IS APPROXIMATELY 100 FEET
 JK1127'WEST-NORTHWEST OF STATE HIGHWAY 96, 42 FEET SOUTH-SOUTHWEST OF A
 JK1127'POWERLINE POLE NO. 22 WITH A DEADEND GUY LINE ATTACHED, 9 FEET
 JK1127'WEST-NORTHWEST OF A FENCELINE AND METAL WITNESS POST WITH A
 JK1127'METAL WITNESS SIGN ATTACHED, 4 FEET SOUTH-SOUTHEAST OF A METAL
 JK1127'WITNESS POST AND 4 FEET EAST OF A METAL WITNESS POST.
 JK1127'
 JK1127'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 6 MILES
 JK1127'WSW OF PUEBLO.
 JK1127
 JK1127                          STATION RECOVERY (2002)
 JK1127
 JK1127'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2002 (MSJ)
 JK1127'STATION MARK RECOVERED AT THIS TIME.  DID NOT ATTEMPT TO LOCATE
 JK1127'REFERENCE MARKS OR AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0393 ***********************************************************************
 KJ0393  DESIGNATION -  ARMEL ET
 KJ0393  PID         -  KJ0393
 KJ0393  STATE/COUNTY-  CO/YUMA
 KJ0393  USGS QUAD   -  HALE PONDS (1971)
 KJ0393
 KJ0393                         *CURRENT SURVEY CONTROL
 KJ0393  ___________________________________________________________________
 KJ0393* NAD 83(1992)-  39 42 27.39652(N)    102 06 14.47677(W)     ADJUSTED  
 KJ0393* NAVD 88     -      1157.2    (meters)    3797.     (feet)  VERTCON   
 KJ0393  ___________________________________________________________________
 KJ0393  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 KJ0393  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 KJ0393
 KJ0393  HORZ ORDER  -  SECOND
 KJ0393
 KJ0393.The horizontal coordinates were established by classical geodetic methods
 KJ0393.and adjusted by the National Geodetic Survey in January 1993..
 KJ0393
 KJ0393.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0393
 KJ0393.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0393
 KJ0393.The geoid height was determined by GEOID03.
 KJ0393
 KJ0393;                    North         East     Units Scale Factor Converg.
 KJ0393;SPC CO N     -   351,932.403 1,205,559.883   MT  1.00000147   +2 11 39.3
 KJ0393;SPC CO N     - 1,154,631.56  3,955,241.05   sFT  1.00000147   +2 11 39.3
 KJ0393;SPC KS N     -   160,538.612    48,176.089   MT  0.99998859   -2 35 48.0
 KJ0393;UTM  13      - 4,399,315.992   748,270.621   MT  1.00035893   +1 51 04.0
 KJ0393
 KJ0393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0393!SPC CO N     -   0.99982207  x   1.00000147  =   0.99982354
 KJ0393!SPC KS N     -   0.99982207  x   0.99998859  =   0.99981066
 KJ0393!UTM  13      -   0.99982207  x   1.00035893  =   1.00018093
 KJ0393
 KJ0393:                Primary Azimuth Mark                     Grid Az
 KJ0393:SPC CO N     -  MOELLEN ET                               018 55 14.7
 KJ0393:SPC KS N     -  MOELLEN ET                               023 42 42.0
 KJ0393:UTM  13      -  MOELLEN ET                               019 15 50.0
 KJ0393
 KJ0393|---------------------------------------------------------------------|
 KJ0393| PID    Reference Object                     Distance      Geod. Az  |
 KJ0393|                                                           dddmmss.s |
 KJ0393| KJ0391 MOELLEN ET                          APPROX. 6.4 KM 0210654.0 |
 KJ0393| CP7322 ARMEL ET RM 2                                      26831     |
 KJ0393| CP7321 ARMEL ET RM 1                                      35659     |
 KJ0393|---------------------------------------------------------------------|
 KJ0393
 KJ0393                          SUPERSEDED SURVEY CONTROL
 KJ0393
 KJ0393  NAD 83(1986)-  39 42 27.39502(N)    102 06 14.47519(W) AD(       ) 2
 KJ0393  NAD 27      -  39 42 27.42205(N)    102 06 12.79903(W) AD(       ) 2
 KJ0393  NGVD 29 (07/19/86) 1156.7    (m)         3795.     (f) VERT ANG       
 KJ0393
 KJ0393.Superseded values are not recommended for survey control.
 KJ0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0393.See file dsdata.txt to determine how the superseded data were derived.
 KJ0393
 KJ0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD4827199316(NAD 83)
 KJ0393_MARKER: DD = SURVEY DISK
 KJ0393_SETTING: 0 = UNSPECIFIED SETTING
 KJ0393
 KJ0393  HISTORY     - Date     Condition        Report By
 KJ0393  HISTORY     - 1968     MONUMENTED       USGS
 KJ0393
 KJ0393                          STATION DESCRIPTION
 KJ0393
 KJ0393'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 KJ0393'THE STATION IS LOCATED NORTH 88 DEG EAST ABOUT 10.0 MILES
 KJ0393'AIRLINE FROM IDALIA, COLORADO AT ROAD CREST 0.3 MILES NORTH OF
 KJ0393'SOUTHWEST CORNER OF SECTION 17, T.4S., R.42W.
 KJ0393'
 KJ0393'TO REACH FROM THE X-RDS. OF IDALIA, GO 2.0 MILES EAST OF
 KJ0393'U.S. HIGHWAY 36, THENCE 3.0 MILES NORTH, THENCE 8.0 MILES EAST
 KJ0393'TO A X-RDS., TURN RIGHT AND GO 2.7 MILES SOUTH ON GRADED ROAD
 KJ0393'TO CREST OF ROAD AND THE STATION SITE ON THE LEFT.  THE STATION
 KJ0393'IS 33 FEET EAST OF THE ROAD AND 5 FEET NORTH OF A POWERPOLE
 KJ0393'ON WHICH IS MOUNTED A USGS WITNESS SIGN.
 KJ0393'
 KJ0393'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD
 KJ0393'ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN A PLASTIC PIPE,
 KJ0393'6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE
 KJ0393'TABLET IS FLUSH WITH THE GROUND AND IS STAMPED ARMEL ET 1968.
 KJ0393'
 KJ0393'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET
 KJ0393'CRIMPED TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET,
 KJ0393'CENTERED IN A PLASTIC PIPE, 6 INCHES IN DIAMETER, 12 INCHES
 KJ0393'LONG FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND
 KJ0393'AND IS STAMPED ARMEL ET 1968-1.
 KJ0393'
 KJ0393'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET
 KJ0393'CRIMPED TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET,
 KJ0393'CENTERED IN A PLASTIC PIPE, 6 INCHES IN DIAMETER, 12 INCHES
 KJ0393'LONG FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND
 KJ0393'AND IS STAMPED ARMEL ET 1968-2.
 KJ0393'
 KJ0393'STATION MOELLEN ET 1963, 1968 IS VISIBLE FROM THE GROUND AND
 KJ0393'WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0409 ***********************************************************************
 HK0409  DESIGNATION -  ARMSTRONG
 HK0409  PID         -  HK0409
 HK0409  STATE/COUNTY-  CO/ALAMOSA
 HK0409  USGS QUAD   -  HOOPER SE (1966)
 HK0409
 HK0409                         *CURRENT SURVEY CONTROL
 HK0409  ___________________________________________________________________
 HK0409* NAD 83(1992)-  37 30 09.52941(N)    105 50 33.61599(W)     ADJUSTED  
 HK0409* NAVD 88     -      2299.724  (meters)    7545.01   (feet)  ADJUSTED  
 HK0409  ___________________________________________________________________
 HK0409  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 HK0409  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 HK0409  DYNAMIC HT  -        2296.715 (meters)    7535.14  (feet)  COMP
 HK0409  MODELED GRAV-     979,239.0   (mgal)                       NAVD 88
 HK0409
 HK0409  HORZ ORDER  -  FIRST
 HK0409  VERT ORDER  -  FIRST     CLASS II
 HK0409
 HK0409.The horizontal coordinates were established by classical geodetic methods
 HK0409.and adjusted by the National Geodetic Survey in January 1993..
 HK0409
 HK0409.The orthometric height was determined by differential leveling
 HK0409.and adjusted by the National Geodetic Survey in June 1991..
 HK0409
 HK0409.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0409
 HK0409.The geoid height was determined by GEOID03.
 HK0409
 HK0409.The dynamic height is computed by dividing the NAVD 88
 HK0409.geopotential number by the normal gravity value computed on the
 HK0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0409.degrees latitude (g = 980.6199 gals.).
 HK0409
 HK0409.The modeled gravity was interpolated from observed gravity values.
 HK0409
 HK0409;                    North         East     Units Scale Factor Converg.
 HK0409;SPC CO S     -   397,636.272   884,103.272   MT  0.99996204   -0 12 36.7
 HK0409;SPC CO S     - 1,304,578.34  2,900,595.48   sFT  0.99996204   -0 12 36.7
 HK0409;UTM  13      - 4,150,968.476   425,518.166   MT  0.99966833   -0 30 46.9
 HK0409
 HK0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0409!SPC CO S     -   0.99964188  x   0.99996204  =   0.99960393
 HK0409!UTM  13      -   0.99964188  x   0.99966833  =   0.99931033
 HK0409
 HK0409:                Primary Azimuth Mark                     Grid Az
 HK0409:SPC CO S     -  MT SIERRA BLANCA                         075 20 39.8
 HK0409:UTM  13      -  MT SIERRA BLANCA                         075 38 50.0
 HK0409
 HK0409|---------------------------------------------------------------------|
 HK0409| PID    Reference Object                     Distance      Geod. Az  |
 HK0409|                                                           dddmmss.s |
 HK0409| HK0513 MT SIERRA BLANCA                    APPROX.32.6 KM 0750803.1 |
 HK0409| CM8289 ARMSTRONG AZ MK                                    0920734.0 |
 HK0409| CM8290 ARMSTRONG RM 1                       31.480 METERS 13609     |
 HK0409| HK0535 ALAMOSA MUNICIPAL TANK              APPROX. 4.8 KM 2104158.5 |
 HK0409| CM8291 ARMSTRONG RM 2                       28.880 METERS 21453     |
 HK0409|---------------------------------------------------------------------|
 HK0409
 HK0409                          SUPERSEDED SURVEY CONTROL
 HK0409
 HK0409  NAD 83(1986)-  37 30 09.53038(N)    105 50 33.62459(W) AD(       ) 1
 HK0409  NAD 27      -  37 30 09.51400(N)    105 50 31.54900(W) AD(       ) 1
 HK0409  NGVD 29 (07/19/86) 2298.6    (m)         7541.     (f) VERT ANG       
 HK0409
 HK0409.Superseded values are not recommended for survey control.
 HK0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0409.See file dsdata.txt to determine how the superseded data were derived.
 HK0409
 HK0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB2551850968(NAD 83)
 HK0409_MARKER: DS = TRIANGULATION STATION DISK
 HK0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0409_SP_SET: CONCRETE POST
 HK0409_STAMPING: ARMSTRONG 1936
 HK0409_MARK LOGO: CGS   
 HK0409_PROJECTION: PROJECTING 30 CENTIMETERS
 HK0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0409+STABILITY: SURFACE MOTION
 HK0409
 HK0409  HISTORY     - Date     Condition        Report By
 HK0409  HISTORY     - 1936     MONUMENTED       CGS
 HK0409  HISTORY     - 1984     GOOD             NGS
 HK0409  HISTORY     - 1990     GOOD             USGS
 HK0409  HISTORY     - 19980614 GOOD             USPSQD
 HK0409
 HK0409                          STATION DESCRIPTION
 HK0409
 HK0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 HK0409'STATION IS LOCATED IN ALAMOSA COUNTY ABOUT 3-1/2 MILES BY ROAD
 HK0409'E AND N OF ALAMOSA, ON THE LAND OF J.A. ARMSTRONG, IN THE 1/4 SEC.
 HK0409'(SE) SEC. 26, T 38 N, R 10 E, ABOUT 30 FEET N OF THE CENTER LINE OF
 HK0409'ROAD, 12 FEET N OF AN E-W FENCE, ABOUT 1/4 MILE E OF THE HOME OF
 HK0409'J.A. ARMSTRONG.
 HK0409'
 HK0409'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HK0409'BRONZE DISKS SET IN CONCRETE.
 HK0409'
 HK0409'REFERENCE MARK NO. 1 IS 103.28 FEET SSE OF THE STATION ON THE
 HK0409'S SIDE OF THE ROAD.
 HK0409'
 HK0409'REFERENCE MARK NO. 2 IS 94.75 FEET SSW OF THE STATION ON THE S
 HK0409'SIDE OF THE ROAD.
 HK0409'
 HK0409'THE AZIMUTH MARK IS ABOUT 0.3 MILE E OF THE STATION, ABOUT 300
 HK0409'FEET E OF A WOOD SHACK ON THE N SIDE OF THE ROAD AND OPPOSITE
 HK0409'A BARN.  24 FEET S OF THE CENTER LINE OF ROAD, 27 FEET E OF A SMALL
 HK0409'CULVERT.  6 FEET E OF A FENCE POST.  THE MARK IS LOCATED ON FLAT
 HK0409'GROUND.
 HK0409'
 HK0409'TO REACH THE STATION FROM ALAMOSA GO E FROM THE POST OFFICE
 HK0409'ON U.S. HIGHWAY 160, 0.6 MILE TO THE JUNCTION OF HIGHWAYS 160 AND
 HK0409'17.  GO N ON HIGHWAY 17, 2.0 MILES TO A DIRT ROAD E, GO E ON THIS
 HK0409'ROAD 0.8 MILE TO THE STATION ON THE LEFT.  THE STATION IS LOCATED
 HK0409'ON FLAT GROUND OF NO PARTICULAR PROMINENCE.
 HK0409'
 HK0409'ALL LINES VISIBLE FROM THIS STATION FROM A 64-FOOT TOWER.
 HK0409
 HK0409                          STATION RECOVERY (1984)
 HK0409
 HK0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0409'6.3 KM (3.9 MI) NORTH FROM ALAMOSA.
 HK0409'1.7 KM (1.05 MI) EASTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION
 HK0409'WITH U.S. HIGHWAY 285 IN ALAMOSA, THENCE 3.3 KM (2.05 MI) NORTHERLY
 HK0409'ALONG STATE HIGHWAY 17, THENCE 1.3 KM (0.8 MI) EAST ALONG COUNTY ROAD
 HK0409'5 S, 90.0 M (295.3 FT) EAST OF THE CENTER OF THE WEST ENTRANCE TO THE
 HK0409'ALAMOSA MUSHROOM FARM, 12.3 M (40.4 FT) NORTH OF THE CENTERLINE OF THE
 HK0409'ROAD, AND 7.4 M (24.3 FT) NORTHEAST OF A UTILITY POLE.
 HK0409'THE MARK IS 3.3 METERS  N FROM  A WITNESS POST AND FENCE
 HK0409'THE MARK IS 0.6 M ABOVE THE ROAD.
 HK0409
 HK0409                          STATION RECOVERY (1990)
 HK0409
 HK0409'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (JLH)
 HK0409'RECOVERED IN GOOD CONDITION.
 HK0409
 HK0409                          STATION RECOVERY (1998)
 HK0409
 HK0409'RECOVERY NOTE BY US POWER SQUADRON 1998
 HK0409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9860 ***********************************************************************
 AG9860  DESIGNATION -  ARNDT
 AG9860  PID         -  AG9860
 AG9860  STATE/COUNTY-  CO/MORGAN
 AG9860  USGS QUAD   -  VALLERY (1984)
 AG9860
 AG9860                         *CURRENT SURVEY CONTROL
 AG9860  ___________________________________________________________________
 AG9860* NAD 83(1992)-  40 14 49.19109(N)    103 58 43.93996(W)     ADJUSTED  
 AG9860* NAVD 88     -      1357.5    (meters)    4454.     (feet)  GPS OBS   
 AG9860  ___________________________________________________________________
 AG9860  X           -  -1,177,879.691 (meters)                     COMP
 AG9860  Y           -  -4,731,649.735 (meters)                     COMP
 AG9860  Z           -   4,099,821.504 (meters)                     COMP
 AG9860  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 AG9860  ELLIP HEIGHT-        1338.16  (meters)          (12/03/02) GPS OBS
 AG9860  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 AG9860
 AG9860  HORZ ORDER  -  FIRST
 AG9860  ELLP ORDER  -  FOURTH    CLASS II
 AG9860
 AG9860.The horizontal coordinates were established by GPS observations
 AG9860.and adjusted by the National Geodetic Survey in August 1998..
 AG9860
 AG9860.The orthometric height was determined by GPS observations and a
 AG9860.high-resolution geoid model.
 AG9860
 AG9860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9860
 AG9860.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9860
 AG9860.The ellipsoidal height was determined by GPS observations
 AG9860.and is referenced to NAD 83.
 AG9860
 AG9860.The geoid height was determined by GEOID03.
 AG9860
 AG9860;                    North         East     Units Scale Factor Converg.
 AG9860;SPC CO N     -   407,355.251 1,043,815.638   MT  0.99995685   +0 58 58.3
 AG9860;SPC CO N     - 1,336,464.69  3,424,585.14   sFT  0.99995685   +0 58 58.3
 AG9860;UTM  13      - 4,455,672.156   586,849.066   MT  0.99969285   +0 39 35.2
 AG9860
 AG9860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9860!SPC CO N     -   0.99979012  x   0.99995685  =   0.99974698
 AG9860!UTM  13      -   0.99979012  x   0.99969285  =   0.99948304
 AG9860
 AG9860                          SUPERSEDED SURVEY CONTROL
 AG9860
 AG9860  ELLIP H (08/11/98) 1338.19   (m)                       GP(       ) 4 1
 AG9860
 AG9860.Superseded values are not recommended for survey control.
 AG9860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9860.See file dsdata.txt to determine how the superseded data were derived.
 AG9860
 AG9860_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE8684955672(NAD 83)
 AG9860_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9860_STAMPING: ARNDT 1997
 AG9860_MARK LOGO: NGS   
 AG9860_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9860+STABILITY: SURFACE MOTION
 AG9860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9860+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AG9860
 AG9860  HISTORY     - Date     Condition        Report By
 AG9860  HISTORY     - 1997     MONUMENTED       NGS
 AG9860
 AG9860                          STATION DESCRIPTION
 AG9860
 AG9860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AG9860'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) WEST OF FORT MORGAN, 6.5
 AG9860'MI (10.5 KM) SOUTH OF WELDONA AND 5 MI (8.0 KM) EAST-NORTHEAST OF
 AG9860'WIGGINS, IN THE NORTHWEST 1/4 OF SECTION 10, T 3 N, R 59 W, AT
 AG9860'INTERSTATE 76 MILEPOST 70.2.  OWNERSHIP--COLORADO DEPT.  OF
 AG9860'TRANSPORTATION RIGHT-OF-WAY  TO REACH THE STATION FROM THE
 AG9860'INTERSECTION OF INTERSTATE 76 (EXIT 66A) AND STATE HIGHWAY 52 AND THE
 AG9860'NORTHERN FRONTAGE ROAD, GO EAST ON THE NORTHERN FRONTAGE ROAD FOR 4.0
 AG9860'MI (6.4 KM) TO THE STATION ON THE LEFT AT THE SOUTHEAST CORNER OF THE
 AG9860'BEAR PAW ENERGY COMPANY SITE  THE MARK IS A STANDARD DISK SET INTO THE
 AG9860'TOP OF A ROUND 40 CM CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 65.1
 AG9860'M (213.6 FT) WEST FROM THE CENTER OF A GATE AND DIRT ROAD TO THE
 AG9860'NORTH, 15.9 M (52.2 FT) NORTH FROM THE CENTER LINE OF THE NORTHERN
 AG9860'FRONTAGE ROAD FOR INTERSTATE 76, 11.3 M (37.1 FT) SOUTHEAST FROM A
 AG9860'FENCE CORNER, 0.8 M (2.6 FT) NORTH FROM A WITNESS POST AND FENCE AND
 AG9860'ABOUT 1.2 M (3.9 FT) LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3997 ***********************************************************************
 AB3997  DESIGNATION -  ARNOLD
 AB3997  PID         -  AB3997
 AB3997  STATE/COUNTY-  CO/KIT CARSON
 AB3997  USGS QUAD   -  SOUTH OF SEIBERT (1969)
 AB3997
 AB3997                         *CURRENT SURVEY CONTROL
 AB3997  ___________________________________________________________________
 AB3997* NAD 83(1992)-  39 07 36.71595(N)    102 51 58.17030(W)     ADJUSTED  
 AB3997* NAVD 88     -      1454.7    (meters)    4773.     (feet)  GPS OBS   
 AB3997  ___________________________________________________________________
 AB3997  X           -  -1,103,476.744 (meters)                     COMP
 AB3997  Y           -  -4,831,143.280 (meters)                     COMP
 AB3997  Z           -   4,004,156.758 (meters)                     COMP
 AB3997  LAPLACE CORR-          -4.63  (seconds)                    DEFLEC99
 AB3997  ELLIP HEIGHT-        1432.69  (meters)          (12/03/02) GPS OBS
 AB3997  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 AB3997
 AB3997  HORZ ORDER  -  FIRST
 AB3997  ELLP ORDER  -  FOURTH    CLASS II
 AB3997
 AB3997.The horizontal coordinates were established by GPS observations
 AB3997.and adjusted by the National Geodetic Survey in June 1996..
 AB3997
 AB3997.The orthometric height was determined by GPS observations and a
 AB3997.high-resolution geoid model.
 AB3997
 AB3997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3997
 AB3997.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3997
 AB3997.The ellipsoidal height was determined by GPS observations
 AB3997.and is referenced to NAD 83.
 AB3997
 AB3997.The geoid height was determined by GEOID03.
 AB3997
 AB3997;                    North         East     Units Scale Factor Converg.
 AB3997;SPC CO C     -   451,693.186 1,142,107.574   MT  0.99993601   +1 39 40.1
 AB3997;SPC CO C     - 1,481,930.06  3,747,064.60   sFT  0.99993601   +1 39 40.1
 AB3997;UTM  13      - 4,333,023.144   684,451.444   MT  1.00001894   +1 20 48.9
 AB3997
 AB3997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3997!SPC CO C     -   0.99977527  x   0.99993601  =   0.99971129
 AB3997!UTM  13      -   0.99977527  x   1.00001894  =   0.99979421
 AB3997
 AB3997                          SUPERSEDED SURVEY CONTROL
 AB3997
 AB3997  ELLIP H (06/14/96) 1432.65   (m)                       GP(       ) 1 2
 AB3997
 AB3997.Superseded values are not recommended for survey control.
 AB3997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3997.See file dsdata.txt to determine how the superseded data were derived.
 AB3997
 AB3997_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD8445133023(NAD 83)
 AB3997_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3997_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AB3997_STAMPING: ARNOLD 1996
 AB3997_MARK LOGO: NGS   
 AB3997_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB3997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB3997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3997+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB3997
 AB3997  HISTORY     - Date     Condition        Report By
 AB3997  HISTORY     - 1996     MONUMENTED       CODOT
 AB3997
 AB3997                          STATION DESCRIPTION
 AB3997
 AB3997'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (KAW)
 AB3997'THE STATION WILL BE USED DURING A COLORADO HARN DENSIFICATION PROJECT
 AB3997'THE STATION IS LOCATED APPROXIMATELY 12 MI (19.3 KM) SOUTH OF SIEBERT
 AB3997'ALONG STATE HIGHWAY 59 (SH 59) AT SH 59 REFERENCE POST 28.5 IN THE
 AB3997'NORTHEAST 1/4 OF SECTION 3, T 11 S, R 49 W, 6TH P.M.  OWNERSHIP--
 AB3997'COLORADO DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE
 AB3997'JUNCTION OF I-70 AND SH 59 IN SIEBERT, PROCEED SOUTH ON SH 59 FOR 11.7
 AB3997'MI (18.8 KM) TO KIT CARSON COUNTY ROAD G (CR G) , TURN LEFT ONTO CR G
 AB3997'AND PROCEED EAST FOR 0.1 MI (0.2 KM) TO TWO MAILBOXES ON THE RIGHT AND
 AB3997'THE STATION ON THE RIGHT. IT IS LOCATED IN A TRIANGULAR PIECE OF
 AB3997'GROUND CREATED BY A CURVE ON SH 59. IT IS A BRASS NGS DISK SET IN THE
 AB3997'TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND.  IT IS ABOUT 270 FT
 AB3997'(82.3 M) NORTHEAST OF THE CENTER OF SH 59, 186 FT (56.7 M) SOUTH OF
 AB3997'THE CENTER OF CR G, 120 FT (36.6 M) NORTH OF A POWER POLE, 106 FT
 AB3997'(32.3 M) WEST OF A NORTH-SOUTH BARBED WIRE FENCE, 65 FT (19.8 M) WEST
 AB3997'OF AN ABANDONED ROADWAY, 2.0 FT (0.6 M) NORTH OF A COLORADO DEPARTMENT
 AB3997'OF HIGHWAYS FIBERGLASS (CDOH) WITNESS POST AND 2.0 FT (0.6 M) SOUTH OF
 AB3997'A CDOH FIBERGLASS WITNESS POST. DESCRIPTION BY K A WILLIAMS, CODOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0906 ***********************************************************************
 JJ0906  DESIGNATION -  AROYA
 JJ0906  PID         -  JJ0906
 JJ0906  STATE/COUNTY-  CO/LINCOLN
 JJ0906  USGS QUAD   -  AROYA (1978)
 JJ0906
 JJ0906                         *CURRENT SURVEY CONTROL
 JJ0906  ___________________________________________________________________
 JJ0906* NAD 83(1992)-  38 48 09.71668(N)    103 10 57.35023(W)     ADJUSTED  
 JJ0906* NAVD 88     -      1496.6    (meters)    4910.     (feet)  VERTCON   
 JJ0906  ___________________________________________________________________
 JJ0906  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 JJ0906  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 JJ0906
 JJ0906  HORZ ORDER  -  FIRST
 JJ0906
 JJ0906.The horizontal coordinates were established by classical geodetic methods
 JJ0906.and adjusted by the National Geodetic Survey in January 1993..
 JJ0906
 JJ0906.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0906
 JJ0906.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0906
 JJ0906.The geoid height was determined by GEOID03.
 JJ0906
 JJ0906;                    North         East     Units Scale Factor Converg.
 JJ0906;SPC CO C     -   414,974.254 1,115,674.402   MT  0.99994939   +1 27 41.6
 JJ0906;SPC CO C     - 1,361,461.36  3,660,341.77   sFT  0.99994939   +1 27 41.6
 JJ0906;UTM  13      - 4,296,450.973   657,813.951   MT  0.99990669   +1 08 20.7
 JJ0906
 JJ0906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0906!SPC CO C     -   0.99976868  x   0.99994939  =   0.99971808
 JJ0906!UTM  13      -   0.99976868  x   0.99990669  =   0.99967539
 JJ0906
 JJ0906|---------------------------------------------------------------------|
 JJ0906| PID    Reference Object                     Distance      Geod. Az  |
 JJ0906|                                                           dddmmss.s |
 JJ0906| CM8296 AROYA RM 1                           43.160 METERS 12239     |
 JJ0906| CM8297 AROYA RM 2                           29.135 METERS 22841     |
 JJ0906| CM8295 AROYA AZ MK                                        3194559.4 |
 JJ0906|---------------------------------------------------------------------|
 JJ0906
 JJ0906                          SUPERSEDED SURVEY CONTROL
 JJ0906
 JJ0906  NAD 83(1986)-  38 48 09.71374(N)    103 10 57.34708(W) AD(       ) 1
 JJ0906  NAD 27      -  38 48 09.72091(N)    103 10 55.58024(W) AD(       ) 1
 JJ0906  NGVD 29 (07/19/86) 1495.9    (m)         4908.     (f) VERT ANG       
 JJ0906
 JJ0906.Superseded values are not recommended for survey control.
 JJ0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0906.See file dsdata.txt to determine how the superseded data were derived.
 JJ0906
 JJ0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC5781496451(NAD 83)
 JJ0906_MARKER: DS = TRIANGULATION STATION DISK
 JJ0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0906+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2003
 JJ0906
 JJ0906  HISTORY     - Date     Condition        Report By
 JJ0906  HISTORY     - 1881     MONUMENTED       CGS
 JJ0906  HISTORY     - 1922     GOOD             CGS
 JJ0906  HISTORY     - 1934     GOOD             CGS
 JJ0906  HISTORY     - 1954     GOOD             CGS
 JJ0906  HISTORY     - 1971     MARK NOT FOUND   LOCENG
 JJ0906  HISTORY     - 1976     GOOD             NGS
 JJ0906  HISTORY     - 20030218 GOOD             INDIV
 JJ0906
 JJ0906                          STATION DESCRIPTION
 JJ0906
 JJ0906'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 JJ0906'ABOUT 3-1/2 MILES SOUTH AND 2-1/2 MILES WEST OF AROYA, A TOWN
 JJ0906'ON THE UNION PACIFIC RAILROAD, ON THE EASTERN SLOPE OF A HIGH
 JJ0906'RIDGE OF SAND HILLS WHICH FORMS THE WATERSHED BETWEEN RUSH
 JJ0906'CREEK AND BIG SANDY CREEK.  STATION IS IN NE1/4NE1/4 SEC. 26. T.
 JJ0906'14 S., R. 52 W., ON LAND OWNED BY J.A. DOUGHERTY, WHO LIVES IN
 JJ0906'THE NW 1/4 OF THE SAME SECTION.  THE LOWER UNDERGROUND MARK
 JJ0906'IS A CROSS ON A LEAD BOLT SET IN A ROCK, 34 INCHES BELOW THE
 JJ0906'SURFACE.  THE UPPER UNDERGROUND MARK, A DISK SET,
 JJ0906'IS 28 INCHES BELOW THE SURFACE.  SURFACE MARK,
 JJ0906'A DISK SET, IS 9 INCHES BELOW THE
 JJ0906'SURFACE.  REFERENCE MARK, A DISK SET,
 JJ0906'IS IN THE WEST FENCE LINE OF ROADWAY ON SECTION LINE
 JJ0906'BETWEEN SECTIONS 25 AND 26, DISTANT 43.21 METERS (141.8
 JJ0906'FEET)FROM THE STATION.  ADDITIONAL
 JJ0906'REFERENCES ARE-- TO NORTH LINE OF SECTION 26, 365.5 METERS
 JJ0906'(1,199 FEET) NORTH.  TO GENERAL LAND OFFICE MARK AT NE. CORNER
 JJ0906'OF SECTION 26, 368.63 METERS (1,209.4 FEET) BEARING N. 7
 JJ0906'DEG W. (MAGNETIC).  TO EAST LINE OF SECTION 26, 41.5 METERS
 JJ0906'(136 FEET) EAST.
 JJ0906
 JJ0906                          STATION RECOVERY (1934)
 JJ0906
 JJ0906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WRP)
 JJ0906'THE STATION IS 5 MILES, AIRLINE, SOUTH-SOUTHWEST OF AROYA ON
 JJ0906'TOP OF A HIGH SAND HILL, WHICH IS THE HIGHEST IN THE VICINITY,
 JJ0906'1/2 MILE EAST-SOUTHEAST OF AN ABANDONED SHACK, AND 3/4 MILE
 JJ0906'NORTHEAST OF A LARGE RANCH KNOWN AS WESTERN PROPERTIES RANCH.
 JJ0906'THE STATION MARK WAS RECOVERED IN EXCELLENT CONDITION.  STAMPED
 JJ0906'AROYA 1881 - 1934.
 JJ0906'
 JJ0906'THE ORIGINAL REFERENCE MARK WAS RECOVERED IN EXCELLENT CONDITION
 JJ0906'AND IS SOUTHEAST OF THE STATION.  IT IS STAMPED AROYA 1881.
 JJ0906'A NEW REFERENCE WAS ESTABLISHED SOUTHWEST OF THE STATION.
 JJ0906'IT IS STAMPED ARROYA 1934.  THERE IS NO AZIMUTH MARK.
 JJ0906'
 JJ0906'A 15-FOOT STAND WILL CLEAR ALL LINES.
 JJ0906'
 JJ0906'THE STATION MAY BE REACHED FROM AROYA BY GOING NORTHWEST ON
 JJ0906'U.S. ROUTE 40 S 0.5 MILE.  LEAVE THE MAIN HIGHWAY, TURN LEFT, AND
 JJ0906'CROSS TRACKS.  THEN FOLLOW ROAD IN A GENERAL SOUTHERLY DIRECTION
 JJ0906'FOR 0.7 MILE FROM HIGHWAY.  LEAVE THE ROAD AND FOLLOW MAIN
 JJ0906'TRAIL WEST, SOUTH, AND WEST ALONG TELEPHONE LINE FOR 4.1 MILES.
 JJ0906'THERE IS A SMALL RANCH IN THE NORTHWEST ANGLE JUST BEFORE
 JJ0906'TURNING WEST ONTO THE TRAIL.  TAKE LEFT FORK OF TRAIL AND GO 0.4
 JJ0906'MILE TO ABANDONED SHACK.  FROM THE ABANDONED SHACK GO ACROSS
 JJ0906'COUNTRY 0.6 MILE EAST-SOUTHEAST TO HIGHEST GROUND AND STATION.
 JJ0906'THE STATION BEARS 88 DEG MAGNETIC FROM THE SHACK.
 JJ0906
 JJ0906                          STATION RECOVERY (1954)
 JJ0906
 JJ0906'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0906'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 JJ0906'A NEW AZIMUTH MARK WAS ESTABLISHED AND WILL BE DESCRIBED LATER.
 JJ0906'A COMPLETE DESCRIPTION FOLLOWS.
 JJ0906'
 JJ0906'THE STATION IS LOCATED ON THE HIGHEST POINT OF A RANGE OF GRASS
 JJ0906'AND SAGE COVERED SAND RIDGES THAT LIE BETWEEN RUSH CREEK AND BIG
 JJ0906'SANDY CREEK.  IT IS ABOUT 4 MILES AIRLINE SOUTH-SOUTHWEST OF
 JJ0906'ARROYA, 9 MILES AIRLINE WEST-SOUTHWEST OF WILD HORSE, AND 24
 JJ0906'MILES AIRLINE NORTH OF HASWELL.
 JJ0906'
 JJ0906'TO REACH FROM THE RAILROAD STATION IN ARROYA, GO WEST ON
 JJ0906'GRAVELED ROAD 0.6 MILE TO A SIDE ROAD LEFT AT A SIGN RUSH CREEK
 JJ0906'RANCH.  TURN LEFT AND GO SOUTH 0.7 MILE TO A SIDE ROAD RIGHT
 JJ0906'AT A SIGN RUSH CREEK RANCH.  TURN RIGHT AND GO WEST AND SOUTH ON
 JJ0906'MAIN ROAD 2.7 MILES TO A TELEPHONE LINE RELAY BOOSTER ON THE
 JJ0906'RIGHT.  CONTINUE AHEAD 0.4 MILE TO A FORK.  TAKE THE LEFT FORK
 JJ0906'AND GO 1.2 MILES TO THE TOP OF A FLAT TOPPED RIDGE AND THE
 JJ0906'AZIMUTH MARK ON THE EAST SIDE OF THE ROAD.  TURN LEFT AND GO
 JJ0906'SOUTHEAST, CROSS COUNTRY, TO THE HIGHEST POINT OF THE RIDGE AND
 JJ0906'THE STATION.
 JJ0906'
 JJ0906'THE STATION MARK IS A STANDARD DISK STAMPED AROYA 1881 1934, SET
 JJ0906'IN THE TOP OF A 2-FOOT-SQUARE CONCRETE MONUMENT THAT IS ABOUT 6
 JJ0906'INCHES BELOW GROUND SURFACE.
 JJ0906'
 JJ0906'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED AROYA NO
 JJ0906'1 1881 1934, SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT
 JJ0906'THAT PROJECTS 5 INCHES.  IT IS ON THE SOUTHEAST SLOPE OF THE RIDGE
 JJ0906'AND ABOUT 1 FOOT LOWER THAN THE STATION.
 JJ0906'
 JJ0906'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ARROYA NO
 JJ0906'2 1934, SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT
 JJ0906'THAT PROJECTS 7 INCHES.  IT IS NEAR THE SOUTHWEST EDGE OF THE
 JJ0906'RIDGE TOP AND AT THE SAME ELEVATION AS THE STATION.
 JJ0906'
 JJ0906'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ARROYA 1881 1954,
 JJ0906'SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT
 JJ0906'PROJECTS 4 INCHES.  IT IS 11 FEET SOUTHEAST OF THE CENTER LINE OF
 JJ0906'A TRACK ROAD AND 3 FEET SOUTH OF A WITNESS POST.
 JJ0906
 JJ0906                          STATION RECOVERY (1971)
 JJ0906
 JJ0906'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (JC)
 JJ0906'STATION RECOVERED BY M.J. HARDEN AND ASSOC
 JJ0906'
 JJ0906'COULD NOT FIND.  DESCRIPTION IS INACURATE BECAUSE OF TRAIN,
 JJ0906'ROAD, AND BRIDGE CHANGES.  MAY BE FOUND BUT TIME WAS LIMITED.
 JJ0906
 JJ0906                          STATION RECOVERY (1976)
 JJ0906
 JJ0906'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JJ0906'STATION WAS RECOVERED AFTER SOME DIFFICULTY AND ALL MARKS ARE IN
 JJ0906'GOOD CONDITION.  DISTANCE AND DIRECTION TO MARKS CHECKED ADEQUATELY.
 JJ0906'
 JJ0906'DUE TO MANY CHANGES IN LAND MARKS AND ROADS, A NEW DESCRIPTION OF
 JJ0906'HOW TO REACH THE STATION FOLLOWS.
 JJ0906'
 JJ0906'STATION IS REACHED FROM THE POST OFFICE IN WILD HORSE.  GO
 JJ0906'NORTHWEST ON U.S. HIGHWAYS 287 AND 40 FOR 7.3 MILES TO THE JUNCTION
 JJ0906'WITH STATE HIGHWAY 94 ON LEFT.  TURN LEFT AND GO WESTERLY ON
 JJ0906'HIGHWAY 94 FOR 1.5 MILES TO A GRAVELED ROAD ON LEFT WHICH LEADS TO
 JJ0906'THE NOW ABANDONED TOWN OF AROYA.  CONTINUE WEST ON HIGHWAY 94 FOR
 JJ0906'0.05 MILE TO A RAILROAD TRACK.  CROSS THE TRACK AND CONTINUE WEST
 JJ0906'ON HIGHWAY 94 FOR 3.25 MILES TO A CROSSROAD (CATTLE GUARDS ON
 JJ0906'BOTH SIDES OF HIGHWAY 94).  TURN LEFT AND GO SOUTHERLY ON A
 JJ0906'GRAVELED ROAD FOR 4.0 MILES TO A T-ROAD.  (RUSH CREEK RANCH
 JJ0906'HEADQUARTERS IS 0.15 MILE TO THE RIGHT) TURN SHARP LEFT AND GO
 JJ0906'NORTH-NORTHEAST ON A GRAVELED ROAD FOR 1.2 MILES TO THE TOP OF
 JJ0906'A FLAT RIDGE AND AZIMUTH MARK ON THE RIGHT.  TURN RIGHT AND GO
 JJ0906'SOUTHEAST ACROSS COUNTRY FOR 0.4 MILE TO THE TOP OF A HILL AND
 JJ0906'STATION.
 JJ0906'
 JJ0906'STATION IS A STATION MARK DISK, STAMPED AROYA 1881 1934, SET IN THE
 JJ0906'TOP OF A SQUARE CONCRETE MONUMENT ABOUT 6 INCHES BELOW THE GROUND.
 JJ0906'MARK IS 2.4 FEET SOUTH OF A METAL WITNESS POST WITH METAL SIGN
 JJ0906'ATTACHED.
 JJ0906'
 JJ0906'REFERENCE MARK NUMBER 1 IS A REFERENCE MARK DISK, STAMPED AROYA
 JJ0906'NO 1 1881 1934, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 JJ0906'PROJECTING 4 INCHES.
 JJ0906'
 JJ0906'REFERENCE MARK NUMBER 2 IS A REFERENCE MARK DISK, STAMPED ARROYA
 JJ0906'NO 2 1934, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 JJ0906'6 INCHES.
 JJ0906'
 JJ0906'AZIMUTH MARK IS AN AZIMUTH MARK DISK, STAMPED AROYA 1881 1954, SET
 JJ0906'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES.  MARK
 JJ0906'IS 36-1/2 FEET EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF A
 JJ0906'GRAVELED ROAD AND 2.6 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST
 JJ0906'WITH METAL SIGN ATTACHED.
 JJ0906'
 JJ0906'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--9 MILES
 JJ0906'WEST-SOUTHWEST OF WILD HORSE.
 JJ0906
 JJ0906                          STATION RECOVERY (2003)
 JJ0906
 JJ0906'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MSJ)
 JJ0906'THE 1976 TO REACH IS ADEQUATE, WITH THE FOLLOWING UPDATE= THE
 JJ0906'CROSSROAD AT HWY. 94 IS COUNTY ROAD 47. THE T-ROAD IS COUNTY ROAD 49.
 JJ0906'RUSH CREEK RANCH IS NOW CAGE RANCH. THE AZIMUTH MARK AND REFERENCE
 JJ0906'MARKS WERE RECOVERED AS NOTED IN 1976. THE STATION MARK IS 6 INCHES
 JJ0906'BELOW GROUND SURFACE 5.0 FEET SOUTH OF A METAL SIGN POST WITH A METAL
 JJ0906'SIGN ATTACHED. A 1 1/4 INCH BY 30 INCH IRON BAR WAS DEPOSITED
 JJ0906'ALONGSIDE THE CONCRETE.
 JJ0906' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0090 ***********************************************************************
 HM0090  DESIGNATION -  ARP
 HM0090  PID         -  HM0090
 HM0090  STATE/COUNTY-  CO/MONTEZUMA
 HM0090  USGS QUAD   -  MUD CREEK (1979)
 HM0090
 HM0090                         *CURRENT SURVEY CONTROL
 HM0090  ___________________________________________________________________
 HM0090* NAD 83(1986)-  37 18 16.     (N)    108 37 35.     (W)     SCALED    
 HM0090* NAVD 88     -      1800.679  (meters)    5907.73   (feet)  ADJUSTED  
 HM0090  ___________________________________________________________________
 HM0090  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 HM0090  DYNAMIC HT  -        1798.512 (meters)    5900.62  (feet)  COMP
 HM0090  MODELED GRAV-     979,363.6   (mgal)                       NAVD 88
 HM0090
 HM0090  VERT ORDER  -  SECOND    CLASS 0
 HM0090
 HM0090.This mark is at Cortez-Montezuma County Airport (CEZ)
 HM0090
 HM0090.The horizontal coordinates were scaled from a topographic map and have
 HM0090.an estimated accuracy of +/- 6 seconds.
 HM0090
 HM0090.The orthometric height was determined by differential leveling
 HM0090.and adjusted by the National Geodetic Survey in June 1991..
 HM0090
 HM0090.The geoid height was determined by GEOID03.
 HM0090
 HM0090.The dynamic height is computed by dividing the NAVD 88
 HM0090.geopotential number by the normal gravity value computed on the
 HM0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0090.degrees latitude (g = 980.6199 gals.).
 HM0090
 HM0090.The modeled gravity was interpolated from observed gravity values.
 HM0090
 HM0090;                    North         East    Units  Estimated Accuracy
 HM0090;SPC CO S     -   380,220.      637,290.      MT  (+/- 180 meters Scaled)
 HM0090
 HM0090                          SUPERSEDED SURVEY CONTROL
 HM0090
 HM0090  NGVD 29 (??/??/92) 1799.634  (m)         5904.30   (f) ADJ UNCH    2 0
 HM0090
 HM0090.Superseded values are not recommended for survey control.
 HM0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0090.See file dsdata.txt to determine how the superseded data were derived.
 HM0090
 HM0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG103312(NAD 83)
 HM0090_MARKER: DT = TOPOGRAPHIC STATION DISK
 HM0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0090_STAMPING: ARP 1963
 HM0090_MARK LOGO: CGS   
 HM0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0090+STABILITY: SURFACE MOTION
 HM0090
 HM0090  HISTORY     - Date     Condition        Report By
 HM0090  HISTORY     - 1963     MONUMENTED       CGS
 HM0090  HISTORY     - 1984     GOOD             NGS
 HM0090
 HM0090                          STATION DESCRIPTION
 HM0090
 HM0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HM0090'IN CORTEZ.
 HM0090'AT CORTEZ, MONTEZUMA COUNTY AIRPORT, NEAR THE CENTER OF THE AIRPORT.
 HM0090'386 FT. NNE OF THE CENTERLINE INTERSECTION OF THE RUNWAY AND THE
 HM0090'NORTHERLY TAXIWAY.  110.3 FT. N OF THE 2ND RUNWAY LIGHT NE OF THE
 HM0090'NORTHERLY TAXIWAY.  133.3 FT. NE OF THE CENTERLINE OF THE RUNWAY.
 HM0090'131.8 FT. WSW OF THE 3RD RUNWAY LIGHT NE OF THE NORTHERLY TAXIWAY.  A
 HM0090'STANDARD TOPOGRAPHIC STATION DISK, STAMPED ARP 1963, SET IN THE TOP OF
 HM0090'A CONCRETE MONUMENT WHICH PROJECTS ABOUT 0.1 FT.
 HM0090
 HM0090                          STATION RECOVERY (1984)
 HM0090
 HM0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HM0090'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0218 ***********************************************************************
 HL0218  DESIGNATION -  ARP
 HL0218  PID         -  HL0218
 HL0218  STATE/COUNTY-  CO/LA PLATA
 HL0218  USGS QUAD   -  LOMA LINDA (1968)
 HL0218
 HL0218                         *CURRENT SURVEY CONTROL
 HL0218  ___________________________________________________________________
 HL0218* NAD 83(1986)-  37 09 11.     (N)    107 45 06.     (W)     SCALED    
 HL0218* NAVD 88     -      2029.630  (meters)    6658.88   (feet)  ADJUSTED  
 HL0218  ___________________________________________________________________
 HL0218  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 HL0218  DYNAMIC HT  -        2026.971 (meters)    6650.15  (feet)  COMP
 HL0218  MODELED GRAV-     979,249.0   (mgal)                       NAVD 88
 HL0218
 HL0218  VERT ORDER  -  SECOND    CLASS 0
 HL0218
 HL0218.This mark is at Durango-La Plata County Airport (DRO)
 HL0218
 HL0218.The horizontal coordinates were scaled from a topographic map and have
 HL0218.an estimated accuracy of +/- 6 seconds.
 HL0218
 HL0218.The orthometric height was determined by differential leveling
 HL0218.and adjusted by the National Geodetic Survey in June 1991..
 HL0218
 HL0218.The geoid height was determined by GEOID03.
 HL0218
 HL0218.The dynamic height is computed by dividing the NAVD 88
 HL0218.geopotential number by the normal gravity value computed on the
 HL0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0218.degrees latitude (g = 980.6199 gals.).
 HL0218
 HL0218.The modeled gravity was interpolated from observed gravity values.
 HL0218
 HL0218;                    North         East    Units  Estimated Accuracy
 HL0218;SPC CO S     -   361,190.      714,400.      MT  (+/- 180 meters Scaled)
 HL0218
 HL0218                          SUPERSEDED SURVEY CONTROL
 HL0218
 HL0218  NGVD 29 (??/??/92) 2028.358  (m)         6654.70   (f) ADJ UNCH    2 0
 HL0218
 HL0218.Superseded values are not recommended for survey control.
 HL0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0218.See file dsdata.txt to determine how the superseded data were derived.
 HL0218
 HL0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB556153(NAD 83)
 HL0218_MARKER: DT = TOPOGRAPHIC STATION DISK
 HL0218_SETTING: 0 = UNSPECIFIED SETTING
 HL0218_STAMPING: A.R.P. 1964
 HL0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0218
 HL0218  HISTORY     - Date     Condition        Report By
 HL0218  HISTORY     - 1964     MONUMENTED       CGS
 HL0218  HISTORY     - 1973     GOOD             NGS
 HL0218
 HL0218                          STATION DESCRIPTION
 HL0218
 HL0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 HL0218'3.0 MI W FROM OXFORD.
 HL0218'THE MARK IS LOCATED NEAR THE GEOMETRIC CENTER OF THE DURANGO-LA PLATA
 HL0218'COUNTY AIRPORT WHICH IS ABOUT 3 MILES WEST OF THE VILLAGE OF OXFORD
 HL0218'AND ABOUT 14 MILES SE OF THE CITY OF DURANGO, COLORADO.  THE MARK IS
 HL0218'LOCATED ABOUT MIDWAY BETWEEN THE RUNWAY ENDS, 50.0 FEET SE OF THE SE
 HL0218'EDGE OF THE RUNWAY, 48.3 FEET SE OF THE 3RD RUNWAY LIGHT S OF THE S
 HL0218'TAXIWAY LEADING TO THE TERMINAL RAMP, AND IS STAMPED A.R.P. 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0342 ***********************************************************************
 KK0342  DESIGNATION -  ARP 2
 KK0342  PID         -  KK0342
 KK0342  STATE/COUNTY-  CO/DENVER
 KK0342  USGS QUAD   -  COMMERCE CITY (1994)
 KK0342
 KK0342                         *CURRENT SURVEY CONTROL
 KK0342  ___________________________________________________________________
 KK0342* NAD 83(1986)-  39 45 40.     (N)    104 52 50.     (W)     SCALED    
 KK0342* NAVD 88     -      1614.300  (meters)    5296.25   (feet)  POSTED    
 KK0342  ___________________________________________________________________
 KK0342  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 KK0342  DYNAMIC HT  -        1612.770 (meters)    5291.23  (feet)  COMP
 KK0342  MODELED GRAV-     979,620.2   (mgal)                       NAVD 88
 KK0342
 KK0342  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0342
 KK0342.The horizontal coordinates were scaled from a topographic map and have
 KK0342.an estimated accuracy of +/- 6 seconds.
 KK0342
 KK0342.The orthometric height was determined by differential leveling
 KK0342.and adjusted by the National Geodetic Survey in 1992..
 KK0342.No vertical observational check was made to the station.
 KK0342.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0342.was located on a no-check spur therefore a value was not computed.
 KK0342
 KK0342.The geoid height was determined by GEOID03.
 KK0342
 KK0342.The dynamic height is computed by dividing the NAVD 88
 KK0342.geopotential number by the normal gravity value computed on the
 KK0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0342.degrees latitude (g = 980.6199 gals.).
 KK0342
 KK0342.The modeled gravity was interpolated from observed gravity values.
 KK0342
 KK0342;                    North         East    Units  Estimated Accuracy
 KK0342;SPC CO C     -   518,990.      967,480.      MT  (+/- 180 meters Scaled)
 KK0342
 KK0342                          SUPERSEDED SURVEY CONTROL
 KK0342
 KK0342  NGVD 29 (??/??/92) 1613.405  (m)         5293.31   (f) ADJ UNCH    2 0
 KK0342
 KK0342.Superseded values are not recommended for survey control.
 KK0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0342.See file dsdata.txt to determine how the superseded data were derived.
 KK0342
 KK0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE102012(NAD 83)
 KK0342_MARKER: DT = TOPOGRAPHIC STATION DISK
 KK0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0342_STAMPING: ARP 2-1958
 KK0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0342+STABILITY: SURFACE MOTION
 KK0342
 KK0342  HISTORY     - Date     Condition        Report By
 KK0342  HISTORY     - 1958     MONUMENTED       CGS
 KK0342  HISTORY     - 1982     MARK NOT FOUND   NGS
 KK0342
 KK0342                          STATION DESCRIPTION
 KK0342
 KK0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KK0342'5.7 E FROM DENVER.
 KK0342'AT STAPLETON AIRPORT IN THE APPROXIMATE CENTER OF THE LANDING AREA,
 KK0342'ABOUT 2500 FT EAST OF THE CONTROL TOWER, 1236 FT. ESE OF THE WIND
 KK0342'TET., 1097 FT. ENE OF THE CL INTERSECTION OF THE NE/SW AND THE
 KK0342'NORTHERLY E/W RUNWAY.  A STANDARD TOPO DISK, STAMPED A R P - 2, 1958,
 KK0342'SET IN A 10 INCH IN DIAMETER, POURED IN PLACE CONCRETE MONUMENT.
 KK0342'TOP OF MONUMENT IS ABOUT 0.1 FT. BELOW THE SURFACE OF THE GROUND.
 KK0342
 KK0342                          STATION RECOVERY (1982)
 KK0342
 KK0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8073 ***********************************************************************
 AB8073  SACS        -  This is a Secondary Airport Control Station.
 AB8073  DESIGNATION -  ARP LAA
 AB8073  PID         -  AB8073
 AB8073  STATE/COUNTY-  CO/PROWERS
 AB8073  USGS QUAD   -  LAMAR WEST (1979)
 AB8073
 AB8073                         *CURRENT SURVEY CONTROL
 AB8073  ___________________________________________________________________
 AB8073* NAD 83(1992)-  38 03 59.80603(N)    102 41 26.09943(W)     ADJUSTED  
 AB8073* NAVD 88     -      1125.02   (meters)    3691.0    (feet)  GPS OBS   
 AB8073  ___________________________________________________________________
 AB8073  X           -  -1,104,743.406 (meters)                     COMP
 AB8073  Y           -  -4,905,892.531 (meters)                     COMP
 AB8073  Z           -   3,911,947.130 (meters)                     COMP
 AB8073  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 AB8073  ELLIP HEIGHT-        1101.88  (meters)          (10/21/02) GPS OBS
 AB8073  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 AB8073
 AB8073  HORZ ORDER  -  FIRST
 AB8073  ELLP ORDER  -  FIFTH     CLASS I
 AB8073
 AB8073.This mark is at Lamar Municipal Airport (LAA)
 AB8073
 AB8073.The horizontal coordinates were established by GPS observations
 AB8073.and adjusted by the National Geodetic Survey in June 2000..
 AB8073
 AB8073.The orthometric height was determined by GPS observations and a
 AB8073.high-resolution geoid model.
 AB8073
 AB8073.GPS derived orthometric heights for airport stations designated as
 AB8073.PACS or SACS are published to 2 decimal places.  This maintains
 AB8073.centimeter relative accuracy between the PACS and SACS.  It does
 AB8073.not indicate centimeter accuracy relative to other marks which are
 AB8073.part of the NAVD 88 network.
 AB8073
 AB8073.Photographs are available for this station.
 AB8073
 AB8073.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8073
 AB8073.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8073
 AB8073.The ellipsoidal height was determined by GPS observations
 AB8073.and is referenced to NAD 83.
 AB8073
 AB8073.The geoid height was determined by GEOID03.
 AB8073
 AB8073;                    North         East     Units Scale Factor Converg.
 AB8073;SPC CO S     -   463,880.419 1,160,887.848   MT  0.99995360   +1 43 23.6
 AB8073;SPC CO S     - 1,521,914.34  3,808,679.55   sFT  0.99995360   +1 43 23.6
 AB8073;UTM  13      - 4,215,724.080   702,590.361   MT  1.00010551   +1 25 27.9
 AB8073
 AB8073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8073!SPC CO S     -   0.99982713  x   0.99995360  =   0.99978074
 AB8073!UTM  13      -   0.99982713  x   1.00010551  =   0.99993262
 AB8073
 AB8073                          SUPERSEDED SURVEY CONTROL
 AB8073
 AB8073  ELLIP H (06/30/00) 1101.85   (m)                       GP(       ) 1 1
 AB8073
 AB8073.Superseded values are not recommended for survey control.
 AB8073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8073.See file dsdata.txt to determine how the superseded data were derived.
 AB8073
 AB8073_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC0259015724(NAD 83)
 AB8073_MARKER: DD = SURVEY DISK
 AB8073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8073_STAMPING: ARP 1974 LAA
 AB8073_MARK LOGO: NOS   
 AB8073_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB8073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8073+STABILITY: SURFACE MOTION
 AB8073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8073+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2000
 AB8073
 AB8073  HISTORY     - Date     Condition        Report By
 AB8073  HISTORY     - 1974     MONUMENTED       NOS
 AB8073  HISTORY     - 19920615 GOOD             NGS
 AB8073  HISTORY     - 19990419 GOOD             NGS
 AB8073  HISTORY     - 20000726 GOOD             NGS
 AB8073
 AB8073                          STATION DESCRIPTION
 AB8073
 AB8073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AB8073'THE STATION IS LOCATED 128.3 FT (39.1 M) NORTH OF THE EXTENDED
 AB8073'CENTERLINE OF THE MIDFIELD TAXIWAY LEADING ONTO RUNWAY 18-36, 210.0 FT
 AB8073'(64.0 M) EAST OF THE CENTERLINE OF RUNWAY 18-36, 246.1 FT (75.0 M)
 AB8073'NORTHEAST OF THE EXTENDED CENTERLINE OF TEH TAXIWAY WHERE IT MEETS THE
 AB8073'CENTERLINE OF THE RUNWAY, AND 187.0 FT (57.0 M) WEST OF A FENCE LINE.
 AB8073'THE STATION IS A STANDARD BRASS NOS DISK SET IN A CONCRETE MONUMENT
 AB8073'AND FLUSH WITH THE GROUND.  THE STATION IS STAMPED ARP 1974 LAA.
 AB8073
 AB8073                          STATION RECOVERY (1999)
 AB8073
 AB8073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AB8073'THE STATION IS LOCATED ABOUT 4.3 MI (6.9 KM) WEST-SOUTHWEST OF LAMAR,
 AB8073'1.3 MI (2.1 KM) SOUTH OF THE ARKANSAS RIVER AND AT THE LAMAR MUNICIPAL
 AB8073'AIRPORT, IN THE NORTHEAST 1/4 OF SECTION 9, T 23 S, R 47 W.  ACCESS TO
 AB8073'THE AIRPORT IS NOT CONTROLLED.  PERMISSION TO USE THIS STATION MUST BE
 AB8073'OBTAINED FROM THE AIRPORT MANAGER.  OWNERSHIP--LAMAR MUNICIPAL
 AB8073'AIRPORT, 102 WEST PERMENTER, LAMAR, CO 81052.  AIRPORT MANAGER--MR.
 AB8073'BILL THRAILKILL, TELEPHONE--719-336-3326
 AB8073'TO REACH THE STATION FROM THE INTERSECTION OF OAK STREET (COUNTY ROAD
 AB8073'HH) AND MAIN STREET (U.S.  HIGHWAY 287) IN LAMAR, GO WEST ON OAK
 AB8073'STREET FOR 4.1 MI (6.6 KM) TO A SIDE ROAD LEFT, COUNTY ROAD 3.  TURN
 AB8073'LEFT, SOUTH, FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF COUNTY ROAD
 AB8073'GG.2.  TURN LEFT, EAST, ON COUNTY ROAD GG.2 FOR 0.15 MI (0.24 KM) TO
 AB8073'THE PARKING LOT FOR THE TERMINAL.  CONTACT THE AIRPORT MANAGER FOR
 AB8073'PERMISSION TO ENTER THE FLIGHT OPERATIONS AREA.  ENTER THE TERMINAL
 AB8073'RAMP AREA AND GO TO THE TERMINAL, GO EAST ACROSS THE TERMINAL RAMP FOR
 AB8073'0.1 MI (0.2 KM) TO THE RAMP AT THE NORTH END OF RUNWAY 18/36. FOLLOW
 AB8073'THE RAMP 0.1 MI (0.2 KM) TO THE NORTH END OF RUNWAY 18/36. TURN RIGHT,
 AB8073'SOUTH, ALONG THE RUNWAY 18/36 FOR 0.65 MI (1.05 KM) TO THE STATION ON
 AB8073'THE LEFT OPPOSITE THE NUMBER 3 SIGN
 AB8073'THE MARK IS A NATIONAL OCEAN SURVEY DISK SET INTO THE TOP OF A ROUND
 AB8073'30 CM CONCRETE POST, RECESSED 3 CM BELOW THE GROUND.  IT IS 57.6 M
 AB8073'(189.0 FT) WEST FROM BOUNDARY FENCE WITH A DOUBLE BRACE POST, 48.7 M
 AB8073'(159.8 FT) EAST FROM THE EAST EDGE OF CONCRETE PAVEMENT FOR RUNWAY
 AB8073'18/36, 0.55 M (1.80 FT) WEST FROM A WHITE PIPE WITH METAL WITNESS POST
 AB8073'SIGN, 0.55 M (1.80 FT) NORTH FROM A WITNESS POST AND 0.55 M (1.80 FT)
 AB8073'SOUTH FROM A WITNESS POST.  THIS STATION IS DESIGNATED A SECONDARY
 AB8073'AIRPORT CONTROL STATION FOR THE ANA PROJECT.
 AB8073
 AB8073                          STATION RECOVERY (2000)
 AB8073
 AB8073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AB8073'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3094 ***********************************************************************
 AI3094  DESIGNATION -  ARPIN
 AI3094  PID         -  AI3094
 AI3094  STATE/COUNTY-  CO/ADAMS
 AI3094  USGS QUAD   -  POTTY BROWN CREEK (1973)
 AI3094
 AI3094                         *CURRENT SURVEY CONTROL
 AI3094  ___________________________________________________________________
 AI3094* NAD 83(1992)-  39 54 49.50757(N)    103 58 47.75963(W)     ADJUSTED  
 AI3094* NAVD 88     -      1493.5    (meters)    4900.     (feet)  GPS OBS   
 AI3094  ___________________________________________________________________
 AI3094  X           -  -1,183,749.283 (meters)                     COMP
 AI3094  Y           -  -4,754,852.786 (meters)                     COMP
 AI3094  Z           -   4,071,590.943 (meters)                     COMP
 AI3094  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 AI3094  ELLIP HEIGHT-        1474.32  (meters)          (12/03/02) GPS OBS
 AI3094  GEOID HEIGHT-         -19.22  (meters)                     GEOID03
 AI3094
 AI3094  HORZ ORDER  -  FIRST
 AI3094  ELLP ORDER  -  FOURTH    CLASS II
 AI3094
 AI3094.The horizontal coordinates were established by GPS observations
 AI3094.and adjusted by the National Geodetic Survey in December 1999..
 AI3094
 AI3094.The orthometric height was determined by GPS observations and a
 AI3094.high-resolution geoid model.
 AI3094
 AI3094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3094
 AI3094.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3094
 AI3094.The ellipsoidal height was determined by GPS observations
 AI3094.and is referenced to NAD 83.
 AI3094
 AI3094.The geoid height was determined by GEOID03.
 AI3094
 AI3094;                    North         East     Units Scale Factor Converg.
 AI3094;SPC CO N     -   370,358.224 1,044,359.618   MT  0.99997404   +0 58 55.8
 AI3094;SPC CO N     - 1,215,083.61  3,426,369.85   sFT  0.99997404   +0 58 55.8
 AI3094;UTM  13      - 4,418,682.606   587,182.866   MT  0.99969357   +0 39 16.4
 AI3094
 AI3094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3094!SPC CO N     -   0.99976876  x   0.99997404  =   0.99974281
 AI3094!UTM  13      -   0.99976876  x   0.99969357  =   0.99946240
 AI3094
 AI3094                          SUPERSEDED SURVEY CONTROL
 AI3094
 AI3094  ELLIP H (12/27/99) 1474.34   (m)                       GP(       ) 4 1
 AI3094
 AI3094.Superseded values are not recommended for survey control.
 AI3094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3094.See file dsdata.txt to determine how the superseded data were derived.
 AI3094
 AI3094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE8718318683(NAD 83)
 AI3094_MARKER: DD = SURVEY DISK
 AI3094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3094_STAMPING: ARPIN 1999
 AI3094_MARK LOGO: CO-001
 AI3094_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI3094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3094+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3094
 AI3094  HISTORY     - Date     Condition        Report By
 AI3094  HISTORY     - 1999     MONUMENTED       JRENG
 AI3094
 AI3094                          STATION DESCRIPTION
 AI3094
 AI3094'DESCRIBED BY JR ENGINEERING LTD 1999 (TGB)
 AI3094'DESCRIBED BY JR ENGINEERING 1999 (TGB) .  THE STATION IS LOCATED ABOUT
 AI3094'21.6 MI (34.8 KM) NORTHEAST OF STRASBURG IN THE ROW OF DETER-WINTERS
 AI3094'ROAD IN THE SOUTHEAST 1/4 OF SECTION 33, T 1 S, R 59 W, 6TH P.M.
 AI3094'OWNERSHIP--ADAMS COUNTY.  TO REACH THE STATION FROM THE INTERSECTION
 AI3094'OF 96TH AVENUE AND HANKS CROSSING ROAD, PROCEED NORTH ON HANKS
 AI3094'CROSSING ROAD FOR 2.0 MI (3.2 KM) TO THE INTERSECTION OF 112TH AVENUE,
 AI3094'TURN RIGHT AND PROCEED EAST ON 112TH AVENUE FOR 1.0 MI (1.6 KM) TO THE
 AI3094'INTERSECTION OF DETER-WINTERS ROAD, TURN LEFT AND PROCEED NORTH ON
 AI3094'DETER-WINTERS ROAD FOR 1.0 MI (1.6 KM) AND THE STATION ON THE LEFT.
 AI3094'THE STATION IS A STANDARD ADAMS COUNTY BRASS SURVEY MARK DISK STAMPED
 AI3094'ARPIN 1999 SET IN THE TOP OF A 24 INCH ROUND CONCRETE POST FLUSH WITH
 AI3094'THE GROUND.  IT IS 32.5 FT (9.9 M) WEST OF THE CENTER OF DETER-WINTERS
 AI3094'ROAD, 86.5 FT (26.4 M) NORTHWEST OF A UTILITY POLE NO.  05343, 11.0 FT
 AI3094'(3.4 M) SOUTHEAST OF A WOOD FENCE CORNER, 3.0 FT (0.9 M) SOUTHWEST OF
 AI3094'A FIBERGLASS WITNESS POST, 3.1 FT (0.9 M) NORTHWEST OF A FIBERGLASS
 AI3094'WITNESS POST AND 2.0 FT (0.6 M) ABOVE DETER-WINTERS ROAD.  DESCRIPTION
 AI3094'BY T.G.  BEERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0501 ***********************************************************************
 KJ0501  DESIGNATION -  ARRIBA SNELL GRAIN CO ELEV
 KJ0501  PID         -  KJ0501
 KJ0501  STATE/COUNTY-  CO/LINCOLN
 KJ0501  USGS QUAD   -  ARRIBA (1979)
 KJ0501
 KJ0501                         *CURRENT SURVEY CONTROL
 KJ0501  ___________________________________________________________________
 KJ0501* NAD 83(1992)-  39 17 02.96662(N)    103 16 31.74437(W)     ADJUSTED  
 KJ0501* NAVD 88     -                                                        
 KJ0501  ___________________________________________________________________
 KJ0501  LAPLACE CORR-          -5.51  (seconds)                    DEFLEC99
 KJ0501  GEOID HEIGHT-         -20.77  (meters)                     GEOID03
 KJ0501
 KJ0501  HORZ ORDER  -  THIRD
 KJ0501
 KJ0501.The horizontal coordinates were established by classical geodetic methods
 KJ0501.and adjusted by the National Geodetic Survey in January 1993..
 KJ0501
 KJ0501
 KJ0501.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0501
 KJ0501.The geoid height was determined by GEOID03.
 KJ0501
 KJ0501;                    North         East     Units Scale Factor Converg.
 KJ0501;SPC CO C     -   468,203.045 1,106,299.951   MT  0.99994100   +1 24 10.7
 KJ0501;SPC CO C     - 1,536,096.16  3,629,585.76   sFT  0.99994100   +1 24 10.7
 KJ0501;UTM  13      - 4,349,728.082   648,734.188   MT  0.99987238   +1 05 31.6
 KJ0501
 KJ0501                          SUPERSEDED SURVEY CONTROL
 KJ0501
 KJ0501  NAD 83(1986)-  39 17 02.96163(N)    103 16 31.74024(W) AD(       ) 4
 KJ0501  NAD 27      -  39 17 02.98572(N)    103 16 29.95627(W) AD(       ) 3
 KJ0501
 KJ0501.Superseded values are not recommended for survey control.
 KJ0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0501.See file dsdata.txt to determine how the superseded data were derived.
 KJ0501
 KJ0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD4873449728(NAD 83)
 KJ0501_MARKER: 65 = GRAIN ELEVATOR
 KJ0501
 KJ0501  HISTORY     - Date     Condition        Report By
 KJ0501  HISTORY     - 1969     FIRST OBSERVED   CGS
 KJ0501
 KJ0501                          STATION DESCRIPTION
 KJ0501
 KJ0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 KJ0501'THE STATION IS LOCATED IN THE SOUTH EDGE OF ARRIBA ABOUT 90 FEET
 KJ0501'NORTH OF THE CENTER OF THE MAIN LINE OF THE ROCK ISLAND RAILROAD.
 KJ0501'
 KJ0501'IT IS A GRAIN ELEVATOR CONSTRUCTED OF CONCRETE WITH A STAR ON
 KJ0501'THE NORTH SIDE.  THE OVER-ALL HEIGHT IS APPROXIMATELY 150 FEET.
 KJ0501'
 KJ0501'THE POINT INTERSECTED WAS THE VENT CAP ON THE SOUTH SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0752 ***********************************************************************
 LK0752  DESIGNATION -  ARROW
 LK0752  PID         -  LK0752
 LK0752  STATE/COUNTY-  CO/WELD
 LK0752  USGS QUAD   -  DOLAN SPRING (1977)
 LK0752
 LK0752                         *CURRENT SURVEY CONTROL
 LK0752  ___________________________________________________________________
 LK0752* NAD 83(1992)-  40 53 44.72504(N)    103 59 20.26551(W)     ADJUSTED  
 LK0752* NAVD 88     -      1623.     (meters)    5325.     (feet)  SCALED    
 LK0752  ___________________________________________________________________
 LK0752  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 LK0752  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 LK0752
 LK0752  HORZ ORDER  -  SECOND
 LK0752
 LK0752.The horizontal coordinates were established by classical geodetic methods
 LK0752.and adjusted by the National Geodetic Survey in January 1997..
 LK0752
 LK0752.The orthometric height was scaled from a topographic map.
 LK0752
 LK0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0752
 LK0752.The geoid height was determined by GEOID03.
 LK0752
 LK0752;                    North         East     Units Scale Factor Converg.
 LK0752;SPC CO N     -   479,370.420 1,041,729.730   MT  1.00002018   +0 58 34.8
 LK0752;SPC CO N     - 1,572,734.45  3,417,741.62   sFT  1.00002018   +0 58 34.8
 LK0752;SPC NE       -   125,708.548   164,074.732   MT  0.99971488   -2 38 36.5
 LK0752;SPC WY E     -    44,613.065   299,237.104   MT  1.00005867   +0 46 15.9
 LK0752;UTM  13      - 4,527,677.159   585,164.255   MT  0.99968927   +0 39 43.0
 LK0752
 LK0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0752!SPC CO N     -   0.99974840  x   1.00002018  =   0.99976858
 LK0752!SPC NE       -   0.99974840  x   0.99971488  =   0.99946335
 LK0752!SPC WY E     -   0.99974840  x   1.00005867  =   0.99980706
 LK0752!UTM  13      -   0.99974840  x   0.99968927  =   0.99943775
 LK0752
 LK0752:                Primary Azimuth Mark                     Grid Az
 LK0752:SPC CO N     -  EAST PAWNEE BUTTE                        167 14 17.4
 LK0752:SPC NE       -  EAST PAWNEE BUTTE                        170 51 28.7
 LK0752:SPC WY E     -  EAST PAWNEE BUTTE                        167 26 36.3
 LK0752:UTM  13      -  EAST PAWNEE BUTTE                        167 33 09.2
 LK0752
 LK0752|---------------------------------------------------------------------|
 LK0752| PID    Reference Object                     Distance      Geod. Az  |
 LK0752|                                                           dddmmss.s |
 LK0752| LK0749 EAST PAWNEE BUTTE                   APPROX. 8.2 KM 1681252.2 |
 LK0752| CP7324 ARROW RM 1                           13.235 METERS 16956     |
 LK0752| CP7323 ARROW AZ MK                                        2311239.7 |
 LK0752| CP7325 ARROW RM 2                           12.974 METERS 26953     |
 LK0752|---------------------------------------------------------------------|
 LK0752
 LK0752                          SUPERSEDED SURVEY CONTROL
 LK0752
 LK0752  NAD 83(1992)-  40 53 44.72389(N)    103 59 20.26482(W) AD(       ) 2
 LK0752  NAD 83(1986)-  40 53 44.72084(N)    103 59 20.26494(W) AD(       ) 2
 LK0752  NAD 27      -  40 53 44.77060(N)    103 59 18.45480(W) AD(       ) 2
 LK0752
 LK0752.Superseded values are not recommended for survey control.
 LK0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0752.See file dsdata.txt to determine how the superseded data were derived.
 LK0752
 LK0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF8516427677(NAD 83)
 LK0752_MARKER: DS = TRIANGULATION STATION DISK
 LK0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0752
 LK0752  HISTORY     - Date     Condition        Report By
 LK0752  HISTORY     - 1963     MONUMENTED       CGS
 LK0752
 LK0752                          STATION DESCRIPTION
 LK0752
 LK0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 LK0752'THE STATION IS LOCATED ABOUT 13 MILES EAST AND 1-1/2 MILES NORTH
 LK0752'OF GROVER, ON THE HIGHEST POINT AND NEAR THE SOUTH RIM OF
 LK0752'A BUTTE IN THE NW 1/4 OF SEC. 28 T11N R59W, AND 0.3 MILE NORTH
 LK0752'OF THE PROPERTY OWNERS RANCH.  MR. VICTOR HILLMAN OWNS THE
 LK0752'PASTURE LAND THE STATION IS LOCATED ON.
 LK0752'
 LK0752'TO REACH THE STATION FROM THE POST OFFICE IN GROVER, GO EAST
 LK0752'AND NORTH FOR 0.5 MILE TO A T-ROAD TO THE RIGHT.  TURN RIGHT
 LK0752'AND GO EAST FOR 8.0 MILES TO A CROSSROAD.  TURN LEFT, NORTH,
 LK0752'FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT AND GO EAST AND SOUTHEAST
 LK0752'FOR 3.1 MILES TO A Y-FORK.  TAKE THE LEFT FORK AND GO EAST AND
 LK0752'NORTH FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT, WEST, SIDE
 LK0752'OF THE ROAD.  CONTINUE AHEAD AND FOLLOW THE DIRT ROAD NORTH,
 LK0752'NORTHEAST, AND SOUTHEAST FOR 0.5 MILE TO A DIM Y-FORK.  TAKE
 LK0752'THE LEFT FORK AND FOLLOW THE TRACK ROAD EAST FOR 0.05 MILE
 LK0752'THENCE NORTH FOR 0.3 MILE.  TURN RIGHT AND GO EAST, ACROSS
 LK0752'COUNTRY, FOR 0.05 MILE TO THE HIGHEST POINT IN THE VICINITY
 LK0752'AND THE STATION.
 LK0752'
 LK0752'THE STATION MARK, STAMPED ARROW 1963, IS A STANDARD DISK SET
 LK0752'IN THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT THAT
 LK0752'PROJECTS 3 INCHES.  IT IS 4.8 FEET SOUTH-SOUTHEAST OF A WITNESS
 LK0752'POST.
 LK0752'
 LK0752'REFERENCE MARK NO. 1, STAMPED ARROW NO 1 1963, IS A STANDARD
 LK0752'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT
 LK0752'THAT PROJECTS 3 INCHES.  IT IS 46.8 FEET SOUTH-SOUTHEAST OF THE
 LK0752'WITNESS POST.
 LK0752'
 LK0752'REFERENCE MARK NO. 2, STAMPED ARROW NO 2 1963, IS A STANDARD
 LK0752'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT
 LK0752'THAT PROJECTS 2 INCHES.  IT IS 38.5 FEET WEST OF THE WITNESS
 LK0752'POST.
 LK0752'
 LK0752'IT IS 65.8 FEET OR 20.06 METERS BETWEEN THE REFERENCE MARKS.
 LK0752'
 LK0752'THE AZIMUTH MARK, STAMPED ARROW 1963, IS A STANDARD DISK
 LK0752'SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT THAT
 LK0752'PROJECTS 2 INCHES.  IT IS 235 FEET WEST OF THE CENTER OF THE
 LK0752'DIRT ROAD, 5.3 FEET SOUTH-SOUTHEAST OF A WITNESS POST, AND 1
 LK0752'FOOT EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1726 ***********************************************************************
 KK1726  DESIGNATION -  ARSENAL
 KK1726  PID         -  KK1726
 KK1726  STATE/COUNTY-  CO/ADAMS
 KK1726  USGS QUAD   -  MONTBELLO (1994)
 KK1726
 KK1726                         *CURRENT SURVEY CONTROL
 KK1726  ___________________________________________________________________
 KK1726* NAD 83(1992)-  39 49 19.18316(N)    104 47 40.47922(W)     ADJUSTED  
 KK1726* NAVD 88     -      1623.0    (meters)    5325.     (feet)  VERTCON   
 KK1726  ___________________________________________________________________
 KK1726  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 KK1726  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 KK1726
 KK1726  HORZ ORDER  -  FIRST
 KK1726
 KK1726.The horizontal coordinates were established by classical geodetic methods
 KK1726.and adjusted by the National Geodetic Survey in January 1993..
 KK1726
 KK1726.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1726
 KK1726.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1726
 KK1726.The geoid height was determined by GEOID03.
 KK1726
 KK1726;                    North         East     Units Scale Factor Converg.
 KK1726;SPC CO N     -   359,296.812   974,795.134   MT  0.99998467   +0 27 20.9
 KK1726;SPC CO N     - 1,178,792.96  3,198,140.37   sFT  0.99998467   +0 27 20.9
 KK1726;UTM  13      - 4,408,020.927   517,580.251   MT  0.99960380   +0 07 53.6
 KK1726
 KK1726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1726!SPC CO N     -   0.99974823  x   0.99998467  =   0.99973291
 KK1726!UTM  13      -   0.99974823  x   0.99960380  =   0.99935213
 KK1726
 KK1726:                Primary Azimuth Mark                     Grid Az
 KK1726:SPC CO N     -  DENVER VORTAC                            039 18 23.1
 KK1726:UTM  13      -  DENVER VORTAC                            039 37 50.4
 KK1726
 KK1726|---------------------------------------------------------------------|
 KK1726| PID    Reference Object                     Distance      Geod. Az  |
 KK1726|                                                           dddmmss.s |
 KK1726| KK1724 DENVER VORTAC                       APPROX. 5.6 KM 0394544.0 |
 KK1726| CP7326 ARSENAL RM 1                         12.260 METERS 09619     |
 KK1726| CP7327 ARSENAL RM 2                         11.908 METERS 18553     |
 KK1726| KK1686 FITZSIMONS ARMY HOSP W TANK         APPROX. 8.8 KM 2020003.6 |
 KK1726| KK1733 DENVER ROCKY MTN ARSENAL SW TK      APPROX. 4.0 KM 2724911.4 |
 KK1726| KK1734 DENVER ROCKY MTN ARSENAL STACK      APPROX. 4.0 KM 2761756.2 |
 KK1726| KK1730 DENVER ROCKY MTN ARSENAL NW TK      APPROX. 4.6 KM 3041633.4 |
 KK1726| KK1735 ARSENAL AZ MK                       APPROX. 0.8 KM 3220435.3 |
 KK1726|---------------------------------------------------------------------|
 KK1726
 KK1726                          SUPERSEDED SURVEY CONTROL
 KK1726
 KK1726  NAD 83(1986)-  39 49 19.17696(N)    104 47 40.47793(W) AD(       ) 1
 KK1726  NAD 27      -  39 49 19.22407(N)    104 47 38.57650(W) AD(       ) 1
 KK1726  NGVD 29 (07/19/86) 1622.1    (m)         5322.     (f) VERT ANG       
 KK1726
 KK1726.Superseded values are not recommended for survey control.
 KK1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1726.See file dsdata.txt to determine how the superseded data were derived.
 KK1726
 KK1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE1758008021(NAD 83)
 KK1726_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KK1726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1726_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1726_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KK1726
 KK1726  HISTORY     - Date     Condition        Report By
 KK1726  HISTORY     - 1968     MONUMENTED       CGS
 KK1726  HISTORY     - 1970     SEE DESCRIPTION  NGS
 KK1726  HISTORY     - 1972     SEE DESCRIPTION  NGS
 KK1726  HISTORY     - 1979     GOOD             NGS
 KK1726
 KK1726                          STATION DESCRIPTION
 KK1726
 KK1726'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (GRK)
 KK1726'THE STATION IS LOCATED NEAR THE EAST BOUNDARY LINE OF THE
 KK1726'U.S. GOVERNMENT, ROCKY MOUNTAIN ARSENAL.  IT IS ABOUT 6 MILES
 KK1726'EAST OF COMMERCE CITY.
 KK1726'
 KK1726'TO REACH THE STATION FROM THE SOUTH GATE ENTRANCE INTO THE
 KK1726'U.S. ROCKY MOUNTAIN ARSENAL AT THE NORTH EDGE OF DENVER, GO NORTH
 KK1726'ON C STREET INTO THE ARSENAL FOR 0.95 MILE TO A CROSSROAD.
 KK1726'CONTINUE NORTH ON C STREET FOR 1.0 MILE TO A CROSSROAD, (7TH
 KK1726'AVENUE).  TURN RIGHT AND GO EAST ON 7TH AVENUE FOR 0.4 MILE TO
 KK1726'THE HEADQUARTERS BUILDINGS ON THE LEFT.  CONTINUE EAST ON 7TH
 KK1726'AVENUE FOR 2.7 MILES TO THE END OF THE PAVED ROAD.  CONTINUE
 KK1726'EAST ON A SAND ROAD FOR 0.5 MILE TO A WIRE GATE AND THE
 KK1726'AZIMUTH MARK ON THE LEFT, NORTH SIDE OF THE ROAD.  PASS
 KK1726'THROUGH THE GATE AND CONTINUE EAST ON THE SAND ROAD FOR 0.5 MILE
 KK1726'TO A METAL GATE AND A TRACK ROAD ON THE RIGHT.  TURN RIGHT
 KK1726'AND GO SOUTHERLY ON THE TRACK ROAD FOR 0.3 MILE.  THENCE
 KK1726'TURN RIGHT AND GO WESTERLY ACROSS PASTURE LAND FOR 0.2 MILE TO
 KK1726'THE HIGHEST POINT ON HILL AND THE STATION.
 KK1726'
 KK1726'THE STATION MARK IS A STANDARD DISK STAMPED ARSENAL 1968, SET IN
 KK1726'THE TOP OF A 12-INCH ROUND CONCRETE POST THAT PROJECTS 4 INCHES
 KK1726'ABOVE THE SURFACE OF THE GROUND.  IT IS 39 FEET NORTH OF THE
 KK1726'NORTHWEST CORNER OF A CONCRETE FOUNDATION.
 KK1726'
 KK1726'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED ARSENAL NO 1 1968,
 KK1726'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT PROJECTS 3
 KK1726'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 55 FEET NORTHEAST
 KK1726'OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION.
 KK1726'
 KK1726'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED ARSENAL NO 2 1968,
 KK1726'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT PROJECTS 3
 KK1726'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 1 FOOT WEST OF THE
 KK1726'WEST EDGE OF THE CONCRETE FOUNDATION.
 KK1726'
 KK1726'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ARSENAL 1960, SET IN
 KK1726'THE TOP OF A 12-INCH ROUND CONCRETE POST THAT PROJECTS 6 INCHES
 KK1726'ABOVE THE SURFACE OF THE GROUND.  IT 8 INCHES EAST OF THE
 KK1726'NORTH-SOUTH FENCE, 1.3 FEET SOUTH OF A METAL WITNESS POST AND 45
 KK1726'FEET NORTH OF THE CENTER OF THE SAND ROAD.
 KK1726'
 KK1726'HEIGHT OF LIGHT ABOVE STATION MARK 4.53 METERS.
 KK1726
 KK1726                          STATION RECOVERY (1970)
 KK1726
 KK1726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KK1726'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 KK1726'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  NO DISTURBANCE
 KK1726'WAS APPARENT AT THE STATION SITE.  THE 1968 DESCRIPTION IS
 KK1726'ENTIRELY ADEQUATE.
 KK1726'
 KK1726'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KK1726'6 MILES EAST OF COMMERCE CITY.
 KK1726
 KK1726                          STATION RECOVERY (1972)
 KK1726
 KK1726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 KK1726'THE STATION MARK, REFERENCE MARK 1 AND 2 AND THE AZIMUTH MARK WERE
 KK1726'RECOVERED AND FOUND IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 KK1726'FOR RECOVERY OF THE STATION.
 KK1726'
 KK1726'THIS STATION WAS USED THIS DATE FOR GEODIMETER DISTANCE CHECK TO
 KK1726'STATION THRONTON 1968 AND HORIZONTAL ANGLE CHECK AT STATIONS
 KK1726'THORNTON 1968 AND HENDERSON (USGS) 1968.
 KK1726'
 KK1726'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KK1726'LOCATED ON THE GROUNDS OF THE U.S. GOVERNMENT, ROCKY MOUNTAIN
 KK1726'ARSENAL.
 KK1726
 KK1726                          STATION RECOVERY (1979)
 KK1726
 KK1726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 KK1726'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  LOCATION OF
 KK1726'AND ROUTE TO STATION IS STILL ADEQUATE.  DISTANCE AND DIRECTION TO
 KK1726'REFERENCE MARKS CHECKED PREVIOUS DATA FAVORABLY.  A METAL ROD WAS
 KK1726'PLACED IN GROUND ADJACENT TO EACH MARK FOR A BETTER FUTURE RECOVERY.
 KK1726'
 KK1726'STATION IS A STANDARD DISK, STAMPED---ARSENAL 1968--- SET IN THE TOP
 KK1726'OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES, 38 FEET NORTH
 KK1726'OF APPROXIMATE CENTER OF A SAND ROAD, 4.8 FEET SOUTHWEST OF A METAL
 KK1726'WITNESS POST.
 KK1726'
 KK1726'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---ARSENAL NO 1 1968---
 KK1726'SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 4 INCHES.
 KK1726'
 KK1726'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---ARSENAL NO 2 1968---
 KK1726'SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES,
 KK1726'1.4 FEET WEST OF WEST EDGE OF AN OLD CONCRETE FOUNDATION.
 KK1726'
 KK1726'AZIMUTH MARK IS A STANDARD DISK, STAMPED---ARSENAL 1968--- SET IN THE
 KK1726'TOP OF A ROUND CONCRETE MONUMENT ABOUT 1 INCH BELOW GROUND SURFACE,
 KK1726'42 FEET NORTH OF THE APPROXIMATE CENTER OF AN EAST-WEST GRADED ROAD,
 KK1726'23.2 FEET NORTH OF AN OLD FENCE CORNER POST, 1.5 FEET SOUTH OF A
 KK1726'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0815 ***********************************************************************
 JJ0815  DESIGNATION -  ART
 JJ0815  PID         -  JJ0815
 JJ0815  STATE/COUNTY-  CO/KIOWA
 JJ0815  USGS QUAD   -  ALKALI LAKE (1968)
 JJ0815
 JJ0815                         *CURRENT SURVEY CONTROL
 JJ0815  ___________________________________________________________________
 JJ0815* NAD 83(1992)-  38 27 58.31933(N)    102 39 57.31847(W)     ADJUSTED  
 JJ0815* NAVD 88     -      1263.     (meters)    4144.     (feet)  SCALED    
 JJ0815  ___________________________________________________________________
 JJ0815  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 JJ0815  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 JJ0815
 JJ0815  HORZ ORDER  -  THIRD
 JJ0815
 JJ0815.The horizontal coordinates were established by classical geodetic methods
 JJ0815.and adjusted by the National Geodetic Survey in January 1993..
 JJ0815
 JJ0815.The orthometric height was scaled from a topographic map.
 JJ0815
 JJ0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0815
 JJ0815.The geoid height was determined by GEOID03.
 JJ0815
 JJ0815;                    North         East     Units Scale Factor Converg.
 JJ0815;SPC CO S     -   508,279.064 1,161,705.379   MT  1.00000616   +1 44 18.1
 JJ0815;SPC CO S     - 1,667,578.90  3,811,361.73   sFT  1.00000616   +1 44 18.1
 JJ0815;UTM  13      - 4,260,123.848   703,634.597   MT  1.00011069   +1 27 08.7
 JJ0815
 JJ0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0815!SPC CO S     -   0.99980551  x   1.00000616  =   0.99981167
 JJ0815!UTM  13      -   0.99980551  x   1.00011069  =   0.99991618
 JJ0815
 JJ0815|---------------------------------------------------------------------|
 JJ0815| PID    Reference Object                     Distance      Geod. Az  |
 JJ0815|                                                           dddmmss.s |
 JJ0815| CM8304 ART RM 1                             31.818 METERS 00810     |
 JJ0815| CM8305 ART RM 2                              8.546 METERS 09526     |
 JJ0815| CM8306 ART RM 3                              5.105 METERS 27306     |
 JJ0815| CM8303 ART AZ MK                                          2771052.5 |
 JJ0815|---------------------------------------------------------------------|
 JJ0815
 JJ0815                          SUPERSEDED SURVEY CONTROL
 JJ0815
 JJ0815  NAD 83(1986)-  38 27 58.31726(N)    102 39 57.31309(W) AD(       ) 3
 JJ0815  NAD 27      -  38 27 58.28881(N)    102 39 55.61652(W) AD(       ) 3
 JJ0815
 JJ0815.Superseded values are not recommended for survey control.
 JJ0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0815.See file dsdata.txt to determine how the superseded data were derived.
 JJ0815
 JJ0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC0363560124(NAD 83)
 JJ0815_MARKER: DS = TRIANGULATION STATION DISK
 JJ0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0815
 JJ0815  HISTORY     - Date     Condition        Report By
 JJ0815  HISTORY     - 1954     MONUMENTED       CGS
 JJ0815  HISTORY     - 1971     GOOD             LOCENG
 JJ0815  HISTORY     - 1976     GOOD             NGS
 JJ0815
 JJ0815                          STATION DESCRIPTION
 JJ0815
 JJ0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0815'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF STATE HIGHWAY
 JJ0815'96, ABOUT 6 MILES EAST OF EADS, 63 FEET SOUTH OF THE CENTERLINE
 JJ0815'OF STATE HIGHWAY 96, ABOUT 13 FEET SOUTH OF THE EAST-WEST
 JJ0815'FENCELINE, 14.8 FEET SOUTHWEST OF A BLAZED POWERLINE POLE
 JJ0815'AND 7 FEET SOUTH SOUTHWEST OF A WHITE WITNESS POST.
 JJ0815'
 JJ0815'TO REACH, FROM THE JUNCTION OF U.S. HIGHWAY 287 AND STATE
 JJ0815'HIGHWAY 96, IN EADS, GO EAST, ON U.S. HIGHWAY 287 AND STATE
 JJ0815'HIGHWAY 96, FOR 2.7 MILES TO JUNCTION OF U.S. HIGHWAY 287.
 JJ0815'CONTINUE STRAIGHT AHEAD, ON STATE HIGHWAY 96, FOR 2.75 MILES
 JJ0815'TO THE AZIMUTH MARK.  CONTINUE EAST, ON STATE HIGHWAY 96,
 JJ0815'FOR 0.75 MILE TO THE STATION.
 JJ0815'
 JJ0815'THE STATION MARK IS A STANDARD DISK, STAMPED ART 1954, SET IN
 JJ0815'THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 JJ0815'ABOUT 2 INCHES.
 JJ0815'
 JJ0815'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED ART NO
 JJ0815'1 1954, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 JJ0815'WHICH PROJECTS ABOUT 4 INCHES AND IS ABOUT 2 FEET LOWER
 JJ0815'THAN THE STATION.  IT IS LOCATED 57 FEET SOUTH OF THE SOUTH
 JJ0815'RAIL OF THE RAILROAD TRACKS, 41 FEET NORTH OF THE CENTERLINE
 JJ0815'OF THE HIGHWAY AND 11 FEET SOUTH OF THE EAST-WEST FENCELINE.
 JJ0815'
 JJ0815'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED ART
 JJ0815'NO 2 1954, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 JJ0815'WHICH PROJECTS ABOUT 2 INCHES AND IS ABOUT THE SAME ELEVATION
 JJ0815'AS THE STATION.  IT IS LOCATED 17.5 FEET EAST SOUTHEAST OF
 JJ0815'THE BLAZED POWERLINE POLE AND 12.9 FEET SOUTH OF THE EAST-WEST
 JJ0815'FENCELINE.
 JJ0815'
 JJ0815'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ART 1954, SET
 JJ0815'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 JJ0815'ABOUT 2 INCHES.  IT IS LOCATED 88 FEET SOUTH OF THE CENTERLINE
 JJ0815'OF THE HIGHWAY, 2 FEET NORTH NORTHEAST OF THE NORTH GATE
 JJ0815'POST AND 1 FOOT EAST OF THE NORTH-SOUTH FENCELINE.
 JJ0815
 JJ0815                          STATION RECOVERY (1971)
 JJ0815
 JJ0815'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (JC)
 JJ0815'STATION RECOVERED BY M.J. HARDEN AND ASSOC
 JJ0815'
 JJ0815'ART 1954-EXCELLENT
 JJ0815'
 JJ0815'ART. NO. 1 1954-EXCELLENT
 JJ0815'
 JJ0815'ART. NO. 2 1954-EXCELLENT
 JJ0815'
 JJ0815'DID NOT TRY AND LOCATE AZ. MK.
 JJ0815
 JJ0815                          STATION RECOVERY (1976)
 JJ0815
 JJ0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JJ0815'STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE ALL
 JJ0815'RECOVERED AND ARE IN GOOD CONDITION.  REFERENCE MARK NUMBER 1 WAS
 JJ0815'FOUND LYING IN A DITCH WITH THE DISK STILL INTACT.  A NEW REFERENCE
 JJ0815'MARK, NUMBER 3 WAS ESTABLISHED AT THIS TIME.  DISTANCE AND
 JJ0815'DIRECTION TO REFERENCE MARK 2 CHECKED ADEQUATELY.  STATION MARK
 JJ0815'AND REFERENCE MARK NUMBER 2 ARE NOW BELOW THE GROUND SURFACE.  A
 JJ0815'METAL ROD WAS DRIVEN INTO THE GROUND BESIDE THESE TWO MARKS FOR
 JJ0815'A BETTER FUTURE RECOVERY.
 JJ0815'
 JJ0815'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 287 AND STATE
 JJ0815'HIGHWAY 96 IN EADS.  GO EAST ON THE COMBINED HIGHWAYS FOR 2.85 MILES
 JJ0815'TO THE JUNCTION OF THE TWO HIGHWAYS.  CONTINUE EAST ON STATE
 JJ0815'HIGHWAY 96 FOR 2.85 MILES TO A NORTH-SOUTH FENCELINE AND THE
 JJ0815'AZIMUTH MARK ON THE RIGHT, AS DESCRIBED.  CONTINUE EAST ON
 JJ0815'HIGHWAY 96 FOR 0.75 MILE TO THE TOP OF A SMALL RISE, A POWERLINE
 JJ0815'POLE WITH TRIANGULAR BLAZE AND STATION ON RIGHT, AS DESCRIBED.
 JJ0815'
 JJ0815'STATION MARK DISK IS STAMPED ART 1954, SET IN THE TOP OF A SQUARE
 JJ0815'CONCRETE MONUMENT ABOUT 1 INCH BELOW THE GROUND.  MARK IS 59 FEET
 JJ0815'SOUTH OF THE APPROXIMATE CENTER OF STATE HIGHWAY 96, 15 FEET
 JJ0815'WEST-SOUTHWEST OF A POWERLINE POLE WITH A TRIANGULAR BLAZE, 14
 JJ0815'FEET SOUTH OF AN EAST-WEST FENCELINE AND 3.2 FEET NORTH OF A METAL
 JJ0815'WITNESS POST WITH A METAL WITNESS SIGN ATTACHED.
 JJ0815'
 JJ0815'REFERENCE MARK NUMBER 2 DISK IS STAMPED ART NO 2 1954, SET IN THE
 JJ0815'TOP OF A SQUARE CONCRETE MONUMENT ABOUT 6 INCHES BELOW THE GROUND
 JJ0815'SURFACE.  MARK IS 58 FEET SOUTH OF THE HIGHWAY, 17.3 FEET
 JJ0815'EAST-SOUTHEAST OF THE TRIANGULAR BLAZED POWERLINE POLE AND 12.8
 JJ0815'FEET SOUTH OF THE EAST-WEST FENCELINE.
 JJ0815'
 JJ0815'REFERENCE MARK NUMBER 3 IS A REFERENCE MARK DISK, STAMPED ART 1954
 JJ0815'NO 3 1976, CLAMPED TO THE TOP OF A COPPER COVERED ROD WHICH IS
 JJ0815'ATTACHED TO AN OCTAGON SHAPED STEEL PLATE BURRIED IN THE GROUND.
 JJ0815'DISK PROJECTS ABOUT 4 INCHES.  MARK IS 60 FEET SOUTH OF THE
 JJ0815'HIGHWAY, 30 FEET WEST-SOUTHWEST OF THE TRIANGULAR BLAZED POWERLINE
 JJ0815'POLE, 16.7 FEET WEST OF THE METAL WITNESS POST AND 15 FEET
 JJ0815'SOUTH OF THE EAST-WEST FENCELINE.
 JJ0815'
 JJ0815'AZIMUTH MARK DISK IS STAMPED ART 1954, SET IN THE TOP OF A SQUARE
 JJ0815'CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES.  MARK IS 101 FEET
 JJ0815'SOUTH OF THE APPROXIMATE CENTER OF STATE HIGHWAY 96, 36 FEET SOUTH
 JJ0815'OF A T-FENCE CORNER POST IN THE EAST-WEST FENCELINE, 3 FEET
 JJ0815'NORTH-NORTHEAST OF THE NORTH GATE POST OF A WIRE GATE, 3 FEET
 JJ0815'SOUTH OF A METAL WITNESS POST WITH A METAL WITNESS SIGN ATTACHED
 JJ0815'AND 1 FOOT EAST OF A NORTH-SOUTH FENCELINE.
 JJ0815'
 JJ0815'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 JJ0815'EAST OF EADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1210 ***********************************************************************
 LL1210  DESIGNATION -  ARTHUR
 LL1210  PID         -  LL1210
 LL1210  STATE/COUNTY-  CO/WELD
 LL1210  USGS QUAD   -  TAMPA (1978)
 LL1210
 LL1210                         *CURRENT SURVEY CONTROL
 LL1210  ___________________________________________________________________
 LL1210* NAD 83(1992)-  40 14 25.77109(N)    104 27 36.34575(W)     ADJUSTED  
 LL1210* NAVD 88     -      1498.     (meters)    4915.     (feet)  SCALED    
 LL1210  ___________________________________________________________________
 LL1210  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 LL1210  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 LL1210
 LL1210  HORZ ORDER  -  THIRD
 LL1210
 LL1210.The horizontal coordinates were established by classical geodetic methods
 LL1210.and adjusted by the National Geodetic Survey in January 1993..
 LL1210
 LL1210.The orthometric height was scaled from a topographic map.
 LL1210
 LL1210.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1210
 LL1210.The geoid height was determined by GEOID03.
 LL1210
 LL1210;                    North         East     Units Scale Factor Converg.
 LL1210;SPC CO N     -   406,041.735 1,002,885.081   MT  0.99995686   +0 40 18.9
 LL1210;SPC CO N     - 1,332,155.26  3,290,298.80   sFT  0.99995686   +0 40 18.9
 LL1210;UTM  13      - 4,454,589.810   545,924.070   MT  0.99962596   +0 20 55.6
 LL1210
 LL1210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1210!SPC CO N     -   0.99976802  x   0.99995686  =   0.99972489
 LL1210!UTM  13      -   0.99976802  x   0.99962596  =   0.99939407
 LL1210
 LL1210:                Primary Azimuth Mark                     Grid Az
 LL1210:SPC CO N     -  PAINTER                                  130 14 40.4
 LL1210:UTM  13      -  PAINTER                                  130 34 03.7
 LL1210
 LL1210|---------------------------------------------------------------------|
 LL1210| PID    Reference Object                     Distance      Geod. Az  |
 LL1210|                                                           dddmmss.s |
 LL1210| LL1209 PAINTER                             APPROX. 1.4 KM 1305459.3 |
 LL1210|---------------------------------------------------------------------|
 LL1210
 LL1210                          SUPERSEDED SURVEY CONTROL
 LL1210
 LL1210  NAD 83(1986)-  40 14 25.75985(N)    104 27 36.34496(W) AD(       ) 3
 LL1210  NAD 27      -  40 14 25.82864(N)    104 27 34.50343(W) AD(       ) 3
 LL1210
 LL1210.Superseded values are not recommended for survey control.
 LL1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1210.See file dsdata.txt to determine how the superseded data were derived.
 LL1210
 LL1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE4592454590(NAD 83)
 LL1210_MARKER: P = PIPE CAP
 LL1210_SETTING: 0 = UNSPECIFIED SETTING
 LL1210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1210
 LL1210  HISTORY     - Date     Condition        Report By
 LL1210  HISTORY     - 1899     MONUMENTED       USGS
 LL1210  HISTORY     - 1973     SEE DESCRIPTION  LOCSUR
 LL1210
 LL1210                          STATION DESCRIPTION
 LL1210
 LL1210'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973
 LL1210'THE STATION WAS RECOVERED AND REDESCRIBED AS FOLLOWS
 LL1210'
 LL1210'STATION LOCATED ABOUT 4.5 MI. W. OF AND ABOUT 5.0 MI. N. OF ROGGEN,
 LL1210'COLORADO, ABOUT 6.0 MI. N. OF TAMPA RAILROAD SIDING OF CHICAGO,
 LL1210'BURLINGTON, AND QUINCY RAILROAD, ABOUT 8 MI. NNE. OF KEENESBURG,
 LL1210'IN APPROXIMATE CENTER OF SEC. 8, T 3 N, R 63 W, ON TOP OF OBLONG
 LL1210'SHAPED GRASS AND SAGE BRUSH COVERED SAND DUNE AND ON HIGHEST POINT
 LL1210'IN IMMEDIATE VICINITY, WITH  EXCEPTION OF ANOTHER SAND DUNE POINT
 LL1210'ABOUT 1 MI. SE.  STATION IS ABOUT 0.6 MI. W. OF N-S. FENCE AND ABOUT
 LL1210'0.6 MI. N. OF PROMINENT LONE TREE, WHICH CAN BE SEEN FOR MILES.
 LL1210'
 LL1210'TO REACH FROM KEENESBURG, COLORADO, START ON U.S. HIGHWAY 6, OPPOSITE
 LL1210'DENVER ELEVATOR, DRIVE E. ABOUT 4.45 MI. ALONG HIGHWAY TO SIGN READING
 LL1210'---LF RANCH---, TURN LEFT (N.) OFF HIGHWAY AND DRIVE N. ALONG MAIN
 LL1210'RANCH RD. ABOUT 0.9 MI. TO WINDMILL ON RIGHT SIDE OF RD., THENCE
 LL1210'CONTINUE N. ABOUT 0.45 MI. ALONG RD. TO Y-RD. FORK, TURN RIGHT (E.)
 LL1210'AND CONTINUE ABOUT 1.0 MI. ALONG AN OLD TRACK LEADING NE. ACROSS
 LL1210'ROLLING OPEN LAND TO A T-FENCE CORNER AND WIRE GATE, PASS THROUGH
 LL1210'GATE AND CONTINUE N. ABOUT 1.0 MI. ALONG OLD RD. BESIDE N-S. FENCE TO
 LL1210'FENCE CORNER, THENCE LEAVE FENCE AND CONTINUE N. ABOUT 0.7 MI. ALONG
 LL1210'OLD RD. ACROSS ROLLING OPEN LAND TO A Y-RD. FORK, TAKE RIGHT FORK AND
 LL1210'CONTINUE ABOUT 0.35 MI. ALONG OLD RD. TO A T-FENCE CORNER AND WIRE
 LL1210'GATE, PASS THROUGH GATE AND CONTINUE N. ABOUT 2.0 MI. ALONG OLD RD.
 LL1210'BESIDE N-S. FENCE TO T-FENCE CORNER AND TWO WIRE GATES, PASS N.
 LL1210'THROUGH GATE IN E-W. FENCE INTO FIELD WHERE A PROMINENT LONE TREE
 LL1210'EXISTS, THENCE DRIVE NW. ABOUT 0.75 MI. ACROSS OPEN COUNTRY TO
 LL1210'HIGHEST POINT OF AN OBLONG SHAPED GRASS AND SAGE BRUSH COVERED
 LL1210'SAND DUNE.  STATION MARK IS LOCATED ON HIGHEST POINT OF DUNE AND
 LL1210'IS 2870.3 FT. N. OF PROMINENT LONE TREE.
 LL1210'
 LL1210'IT WAS REPORTED BY NELSON, HADEY, PATERSON, AND QUICK, INC. IN 1973
 LL1210'THAT THE IRON POST HAD ERODED OUT OF THE GROUND, BUT THE REFERENCE
 LL1210'MARKS ARE IN GOOD CONDITION.
 LL1210'
 LL1210'STATION MARK--STANDARD USGS BRASS CAP, NOT STAMPED, RIVETED TO TOP
 LL1210'OF IRON POST, SET 3 FT. IN GROUND AND PROJECTING 18 IN.
 LL1210'
 LL1210'REFERENCE MARK NO. 1--STANDARD TABLET, STAMPED ---NO. 1 ARTHUR
 LL1210'1948---, SET IN TOP OF CONCRETE POST, LOCATED 80.4 FT. FROM STATION,
 LL1210'N 49 DEG 27 MIN E.
 LL1210'
 LL1210'REFERENCE MARK NO. 2--STANDARD TABLET, STAMPED ---NO. 2 ARTHUR
 LL1210'1948---, SET IN TOP OF CONCRETE POST, LOCATED 77.9 FT. FROM STATION,
 LL1210'S 46 DEG 26 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0732 ***********************************************************************
 LK0732  DESIGNATION -  ARTZER
 LK0732  PID         -  LK0732
 LK0732  STATE/COUNTY-  CO/WELD
 LK0732  USGS QUAD   -  RAYMER NE (1977)
 LK0732
 LK0732                         *CURRENT SURVEY CONTROL
 LK0732  ___________________________________________________________________
 LK0732* NAD 83(1992)-  40 43 27.19878(N)    103 46 06.75120(W)     ADJUSTED  
 LK0732* NAVD 88     -      1418.     (meters)    4652.     (feet)  SCALED    
 LK0732  ___________________________________________________________________
 LK0732  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 LK0732  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 LK0732
 LK0732  HORZ ORDER  -  SECOND
 LK0732
 LK0732.The horizontal coordinates were established by classical geodetic methods
 LK0732.and adjusted by the National Geodetic Survey in January 1993..
 LK0732
 LK0732.The orthometric height was scaled from a topographic map.
 LK0732
 LK0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0732
 LK0732.The geoid height was determined by GEOID03.
 LK0732
 LK0732;                    North         East     Units Scale Factor Converg.
 LK0732;SPC CO N     -   460,664.532 1,060,673.242   MT  0.99999094   +1 07 07.5
 LK0732;SPC CO N     - 1,511,363.55  3,479,892.13   sFT  0.99999094   +1 07 07.5
 LK0732;UTM  13      - 4,508,873.031   603,999.182   MT  0.99973313   +0 48 12.6
 LK0732
 LK0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0732!SPC CO N     -   0.99978064  x   0.99999094  =   0.99977158
 LK0732!UTM  13      -   0.99978064  x   0.99973313  =   0.99951382
 LK0732
 LK0732|---------------------------------------------------------------------|
 LK0732| PID    Reference Object                     Distance      Geod. Az  |
 LK0732|                                                           dddmmss.s |
 LK0732| CP7332 ARTZER RM 1                          13.424 METERS 04247     |
 LK0732| CP7331 ARTZER AZ MK                                       1450404.2 |
 LK0732| CP7333 ARTZER RM 2                          11.180 METERS 20246     |
 LK0732|---------------------------------------------------------------------|
 LK0732
 LK0732                          SUPERSEDED SURVEY CONTROL
 LK0732
 LK0732  NAD 83(1986)-  40 43 27.19265(N)    103 46 06.75513(W) AD(       ) 2
 LK0732  NAD 27      -  40 43 27.24170(N)    103 46 04.94000(W) AD(       ) 2
 LK0732
 LK0732.Superseded values are not recommended for survey control.
 LK0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0732.See file dsdata.txt to determine how the superseded data were derived.
 LK0732
 LK0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF0399908873(NAD 83)
 LK0732_MARKER: DS = TRIANGULATION STATION DISK
 LK0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0732
 LK0732  HISTORY     - Date     Condition        Report By
 LK0732  HISTORY     - 1963     MONUMENTED       CGS
 LK0732
 LK0732                          STATION DESCRIPTION
 LK0732
 LK0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 LK0732'THE STATION IS LOCATED ABOUT 8 MILES NORTH AND 3 MILES EAST
 LK0732'OF RAYMER, IN THE NE 1/4 OF SECTION 29, T9N R58W., ON PROPERTY
 LK0732'OWNED BY MR. ARTZER.
 LK0732'
 LK0732'TO REACH FROM THE POST OFFICE IN RAYMER, GO NORTH ON A GRAVELED
 LK0732'STREET FOR 0.15 MILE TO A T-INTERSECTION, TURN RIGHT AND
 LK0732'GO EAST ON A GRAVELED STREET FOR 0.25 MILE TO A T-INTERSECTION,
 LK0732'TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 6.3 MILES TO A
 LK0732'SIDE ROAD RIGHT, TURN RIGHT AND GO EAST ON A GRAVELED ROAD
 LK0732'FOR 2.8 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO NORTH
 LK0732'AND EAST FOR 2.8 MILES TO A SIDE TRACK ROAD LEFT JUST BEFORE
 LK0732'REACHING A CATTLE GUARD.  (THE AZIMUTH MARK IS LOCATED IN THE
 LK0732'NORTHEAST ANGLE OF THIS INTERSECTION, ON THE WEST SIDE OF A
 LK0732'POWER POLE) TURN LEFT AND GO NORTHWEST ACROSS A PASTURE ON A
 LK0732'DIM TRACK ROAD FOR 0.55 MILE TO THE SUMMIT OF A SMALL
 LK0732'RIDGE, TURN RIGHT AND GO NORTH ACROSS PASTURE FOR 0.15 MILE
 LK0732'TO THE STATION.
 LK0732'
 LK0732'THE STATION MARK IS A STANDARD DISK STAMPED ARTZER 1963, SET
 LK0732'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 LK0732'5-INCHES.  IT IS 4.8 FEET EAST OF A WITNESS POST.
 LK0732'
 LK0732'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ARTZER NO 1 1963,
 LK0732'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 LK0732'4-INCHES.  IT IS 24.9 FEET NORTH-NORTHEAST OF THE WITNESS POST.
 LK0732'
 LK0732'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ARTZER NO 2 1963,
 LK0732'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 LK0732'4-INCHES.  IT IS 38.1 FEET SOUTH-SOUTHEAST OF THE WITNESS POST.
 LK0732'
 LK0732'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ARTZER 1963, SET
 LK0732'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 LK0732'6-INCHES.  IT IS 39 FEET NORTHWEST OF THE CENTER OF A CATTLE
 LK0732'GUARD, 26 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 2.6 FEET
 LK0732'WEST OF A WITNESS POST AND 1 FOOT WEST OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1755 ***********************************************************************
 KK1755  DESIGNATION -  ARVADA E STANDPIPE
 KK1755  PID         -  KK1755
 KK1755  STATE/COUNTY-  CO/JEFFERSON
 KK1755  USGS QUAD   -  ARVADA (1994)
 KK1755
 KK1755                         *CURRENT SURVEY CONTROL
 KK1755  ___________________________________________________________________
 KK1755* NAD 83(1992)-  39 48 54.65674(N)    105 03 30.22279(W)     ADJUSTED  
 KK1755* NAVD 88     -                                                        
 KK1755  ___________________________________________________________________
 KK1755  LAPLACE CORR-         -11.00  (seconds)                    DEFLEC99
 KK1755  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 KK1755
 KK1755  HORZ ORDER  -  THIRD
 KK1755
 KK1755.The horizontal coordinates were established by classical geodetic methods
 KK1755.and adjusted by the National Geodetic Survey in January 1993..
 KK1755
 KK1755
 KK1755.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1755
 KK1755.The geoid height was determined by GEOID03.
 KK1755
 KK1755;                    North         East     Units Scale Factor Converg.
 KK1755;SPC CO C     -   524,901.183   952,213.998   MT  1.00001355   +0 16 42.7
 KK1755;SPC CO C     - 1,722,113.30  3,124,055.43   sFT  1.00001355   +0 16 42.7
 KK1755;UTM  13      - 4,407,246.235   495,001.989   MT  0.99960031   -0 02 14.6
 KK1755
 KK1755                          SUPERSEDED SURVEY CONTROL
 KK1755
 KK1755  NAD 83(1986)-  39 48 54.65320(N)    105 03 30.22166(W) AD(       ) 4
 KK1755  NAD 27      -  39 48 54.70327(N)    105 03 28.28036(W) AD(       ) 3
 KK1755
 KK1755.Superseded values are not recommended for survey control.
 KK1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1755.See file dsdata.txt to determine how the superseded data were derived.
 KK1755
 KK1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE9500207246(NAD 83)
 KK1755_MARKER: 52 = STANDPIPE TANK
 KK1755
 KK1755  HISTORY     - Date     Condition        Report By
 KK1755  HISTORY     - 1978     FIRST OBSERVED   NGS
 KK1755
 KK1755                          STATION DESCRIPTION
 KK1755
 KK1755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 KK1755'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF ARVADA, 2
 KK1755'MILES NORTH OF INTERSTATE HIGHWAY 70, 1-1/4 MILES EAST OF
 KK1755'WADSWORTH BOULEVARD, 1/4 MILE WEST OF SHERIDAN BOULEVARD, 0.1
 KK1755'MILE NORTH OF THE FIRST GERMAN CONGREGATIONAL CHURCH, ON A
 KK1755'L0W RIDGE, IN A FENCED COMPOUND, ADJACENT TO TRIANGULATION
 KK1755'STATION DEPEW.
 KK1755'
 KK1755'TO REACH THE STATION FROM THE JUNCTION OF SHERIDAN BOULEVARD
 KK1755'AND WEST 64TH AVENUE, GO WEST ON WEST 64TH AVENUE FOR 0.3 MILE
 KK1755'TO A STREET RIGHT.  TURN RIGHT, NORTH, ON EATON STREET FOR 0.1
 KK1755'MILE TO A T-STREET.  TURN RIGHT, EAST, ON WEST 65TH AVENUE FOR
 KK1755'0.05 MILE TO A STREET LEFT.  TURN LEFT, NORTH, ON DEPEW COURT
 KK1755'FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 KK1755'
 KK1755'THE STATION IS THE TOP CENTER OF THE 50 FOOT, LIGHT TAN
 KK1755'STANDPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1764 ***********************************************************************
 KK1764  DESIGNATION -  ARVADA W TANK
 KK1764  PID         -  KK1764
 KK1764  STATE/COUNTY-  CO/JEFFERSON
 KK1764  USGS QUAD   -  ARVADA (1994)
 KK1764
 KK1764                         *CURRENT SURVEY CONTROL
 KK1764  ___________________________________________________________________
 KK1764* NAD 83(1992)-  39 47 49.47322(N)    105 06 54.80577(W)     ADJUSTED  
 KK1764* NAVD 88     -                                                        
 KK1764  ___________________________________________________________________
 KK1764  LAPLACE CORR-         -13.36  (seconds)                    DEFLEC99
 KK1764  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 KK1764
 KK1764  HORZ ORDER  -  THIRD
 KK1764
 KK1764.The horizontal coordinates were established by classical geodetic methods
 KK1764.and adjusted by the National Geodetic Survey in January 1993..
 KK1764
 KK1764
 KK1764.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1764
 KK1764.The geoid height was determined by GEOID03.
 KK1764
 KK1764;                    North         East     Units Scale Factor Converg.
 KK1764;SPC CO C     -   522,868.662   947,356.625   MT  1.00000965   +0 14 33.6
 KK1764;SPC CO C     - 1,715,444.94  3,108,119.19   sFT  1.00000965   +0 14 33.6
 KK1764;UTM  13      - 4,405,241.372   490,135.475   MT  0.99960120   -0 04 25.5
 KK1764
 KK1764                          SUPERSEDED SURVEY CONTROL
 KK1764
 KK1764  NAD 83(1986)-  39 47 49.46958(N)    105 06 54.80335(W) AD(       ) 4
 KK1764  NAD 27      -  39 47 49.51850(N)    105 06 52.85633(W) AD(       ) 3
 KK1764
 KK1764.Superseded values are not recommended for survey control.
 KK1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1764.See file dsdata.txt to determine how the superseded data were derived.
 KK1764
 KK1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE9013505241(NAD 83)
 KK1764_MARKER: 53 = ELEVATED TANK
 KK1764
 KK1764  HISTORY     - Date     Condition        Report By
 KK1764  HISTORY     - 1978     FIRST OBSERVED   NGS
 KK1764
 KK1764                          STATION DESCRIPTION
 KK1764
 KK1764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 KK1764'THE ARVADA WEST WATER TANK IS LOCATED 3/4 MILE NORTH OF THE
 KK1764'JUNCTION OF INTERSTATE HIGHWAY 70 AND KIPLING STREET, ON A LOW
 KK1764'RIDGE, ADJACENT TO TWO TAN GROUND STORAGE WATER TANKS AND
 KK1764'TRIANGULATION STATION CAMP, ON THE GROUNDS OF THE COLORADO
 KK1764'STATE TRAINING SCHOOL.
 KK1764'
 KK1764'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 70 AND
 KK1764'KIPLING STREET, GO NORTH ON KIPLING STREET FOR 0.55 MILE TO A
 KK1764'T-ROAD.  TURN LEFT, WEST, ON RIDGE ROAD FOR 0.1 MILE TO A
 KK1764'CROSS STREET AND THE ENTRANCE TO THE SCHOOL.  TURN RIGHT,
 KK1764'NORTH, AND GO ABOUT 1/2 MILE ON A WINDING PAVED STREET TO THE
 KK1764'TANKS AT THE NORTH EDGE OF THE COMPLEX.
 KK1764'
 KK1764'THE STATION IS THE TOP CENTER OF THE SILVER, 4 LEGGED, 125
 KK1764'FOOT TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0707 ***********************************************************************
 KL0707  DESIGNATION -  AS 34 RM 3
 KL0707  PID         -  KL0707
 KL0707  STATE/COUNTY-  CO/MESA
 KL0707  USGS QUAD   -  PORTER MOUNTAIN (1982)
 KL0707
 KL0707                         *CURRENT SURVEY CONTROL
 KL0707  ___________________________________________________________________
 KL0707* NAD 83(1992)-  39 11 50.95550(N)    107 39 31.75729(W)     ADJUSTED  
 KL0707* NAVD 88     -      3039.     (meters)    9970.     (feet)  SCALED    
 KL0707  ___________________________________________________________________
 KL0707  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 KL0707  GEOID HEIGHT-         -15.17  (meters)                     GEOID03
 KL0707
 KL0707  HORZ ORDER  -  SECOND
 KL0707
 KL0707.The horizontal coordinates were established by classical geodetic methods
 KL0707.and adjusted by the National Geodetic Survey in January 1993..
 KL0707
 KL0707.The orthometric height was scaled from a topographic map.
 KL0707
 KL0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0707
 KL0707.The geoid height was determined by GEOID03.
 KL0707
 KL0707;                    North         East     Units Scale Factor Converg.
 KL0707;SPC CO C     -   458,447.546   727,941.105   MT  0.99993732   -1 21 41.6
 KL0707;SPC CO C     - 1,504,089.99  2,388,253.44   sFT  0.99993732   -1 21 41.6
 KL0707;UTM  13      - 4,342,060.659   270,392.615   MT  1.00024918   -1 40 51.9
 KL0707
 KL0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0707!SPC CO C     -   0.99952588  x   0.99993732  =   0.99946323
 KL0707!UTM  13      -   0.99952588  x   1.00024918  =   0.99977494
 KL0707
 KL0707                          SUPERSEDED SURVEY CONTROL
 KL0707
 KL0707  NAD 83(1986)-  39 11 50.95302(N)    107 39 31.75538(W) AD(       ) 2
 KL0707  NAD 27      -  39 11 51.02700(N)    107 39 29.54000(W) AD(       ) 2
 KL0707
 KL0707.Superseded values are not recommended for survey control.
 KL0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0707.See file dsdata.txt to determine how the superseded data were derived.
 KL0707
 KL0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD7039342061(NAD 83)
 KL0707_MARKER: DD = SURVEY DISK
 KL0707_SETTING: 80 = SET IN A BOULDER
 KL0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0707+STABILITY: SURFACE MOTION
 KL0707
 KL0707  HISTORY     - Date     Condition        Report By
 KL0707  HISTORY     - 1953     MONUMENTED       USFS
 KL0707
 KL0707                          STATION DESCRIPTION
 KL0707
 KL0707'DESCRIBED BY US FOREST SERVICE 1953
 KL0707'THE STATION PORTER MTN IS LOCATED ABOUT 9 MILES NORTHWEST OF THE WEST
 KL0707'MUDDY RANGER STATION, 7 MILES SOUTH-SOUTHEAST OF THE HIGHTOWER
 KL0707'RANGER STATION, 2 MILES SOUTHWEST OF THE BUZZARD COW CAMP,
 KL0707'1-1/4 MILES NORTH OF DEAD MARE PARK AND ON THE HIGHEST POINT
 KL0707'OF PORTER MOUNTAIN WHICH IS BETWEEN BUZZARD CREEK AND PORTER
 KL0707'CREEK.  IT IS 32.5 FEET NORTH-NORTHEAST OF A SMALL CAIRN WITH
 KL0707'AN 8 FOOT POLE IN ITS CENTER.
 KL0707'
 KL0707'TO REACH THE STATION FROM THE REDSTONE INN IN REDSTONE, GO
 KL0707'SOUTH ON STATE HIGHWAY 133 FOR 4.0 MILES TO THE JUNCTION OF
 KL0707'STATE HIGHWAYS 327 AND 133.  TURN RIGHT AND GO WESTERLY ON
 KL0707'STATE HIGHWAY 133 (OVER MC CLURE PASS) FOR 10.15 MILES TO A
 KL0707'REVERSE FORK WHERE STATE HIGHWAY 133 TURNS LEFT, CONTINUE
 KL0707'STRAIGHT AHEAD ON A GRADED ROAD FOR 11.0 MILES TO THE WEST
 KL0707'MUDDY RANGER STATION ON THE RIGHT.  FOLLOW THE MAIN TRAVELED
 KL0707'ROAD NORTHWESTERLY FOR 10.3 MILES TO A WIRE GATE ON THE LEFT.
 KL0707'TURN LEFT, PASSING THROUGH THE GATE AND GO WESTERLY ON A
 KL0707'TRACK ROAD FOR 0.2 MILE TO A FORK JUST BEFORE REACHING A
 KL0707'GATE.  TAKE THE LEFT FORK AND GO SOUTHERLY ON A TRACK ROAD
 KL0707'FOR 0.55 MILES TO A WIRE GATE AND A CABIN ABOUT 100 YARDS TO
 KL0707'THE LEFT.  PASS THROUGH THE GATE AND FOLLOW THE MAIN ROAD
 KL0707'SOUTHERLY FOR 1.0 MILE TO A WIRE GATE, PASS THROUGH THE
 KL0707'GATE AND CONTINUE SOUTHWESTERLY ON A TRACK ROAD FOR
 KL0707'1.15 MILE TO DEAD MARE PARK.
 KL0707'FROM THIS POINT A JEEP CAN BE DRIVEN UP THE
 KL0707'BRUSH COVERED SLOPE OF THE MOUNTAIN TO THE NORTH-NORTHEAST FOR
 KL0707'1.0 MILE TO THE TOP OF A SADDLE ON THE EAST SLOPE OF THE
 KL0707'STATION MOUNTAIN.  FROM THIS POINT PACK WESTERLY FOR ABOUT
 KL0707'0.25 MILE TO THE SUMMIT OF THE MOUNTAIN AND THE STATION AS
 KL0707'DESCRIBED.  THIS IS ABOUT A 20 MINUTE PACK.
 KL0707'
 KL0707'A U.S. DEPT. OF AGRICULTURE FOREST SERVICE MARK WAS USED AS
 KL0707'REFERENCE MARK NO. 2.  IT IS A STANDARD BRONZE DISK SET FLUSH
 KL0707'IN A BOULDER WHICH IS 1 FOOT IN DIAMETER AND PROJECTS 4
 KL0707'INCHES.  THE MARK IS STAMPED AS 34 NO 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0784 ***********************************************************************
 KL0784  DESIGNATION -  AS P 253
 KL0784  PID         -  KL0784
 KL0784  STATE/COUNTY-  CO/CHAFFEE
 KL0784  USGS QUAD   -  SOUTH PEAK (1994)
 KL0784
 KL0784                         *CURRENT SURVEY CONTROL
 KL0784  ___________________________________________________________________
 KL0784* NAD 83(1992)-  39 00 14.80729(N)    106 13 01.39430(W)     ADJUSTED  
 KL0784* NAVD 88     -      3117.0    (meters)   10226.     (feet)  VERTCON   
 KL0784  ___________________________________________________________________
 KL0784  LAPLACE CORR-           4.64  (seconds)                    DEFLEC99
 KL0784  GEOID HEIGHT-         -13.39  (meters)                     GEOID03
 KL0784
 KL0784  HORZ ORDER  -  THIRD
 KL0784
 KL0784.The horizontal coordinates were established by classical geodetic methods
 KL0784.and adjusted by the National Geodetic Survey in January 1993..
 KL0784
 KL0784.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0784
 KL0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0784
 KL0784.The geoid height was determined by GEOID03.
 KL0784
 KL0784;                    North         East     Units Scale Factor Converg.
 KL0784;SPC CO C     -   435,010.507   852,294.156   MT  0.99993733   -0 27 08.1
 KL0784;SPC CO C     - 1,427,196.97  2,796,235.08   sFT  0.99993733   -0 27 08.1
 KL0784;UTM  13      - 4,317,937.508   394,617.599   MT  0.99973675   -0 45 57.8
 KL0784
 KL0784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0784!SPC CO C     -   0.99951330  x   0.99993733  =   0.99945066
 KL0784!UTM  13      -   0.99951330  x   0.99973675  =   0.99925017
 KL0784
 KL0784                          SUPERSEDED SURVEY CONTROL
 KL0784
 KL0784  NAD 83(1986)-  39 00 14.80284(N)    106 13 01.39657(W) AD(       ) 3
 KL0784  NGVD 29 (12/18/91) 3115.3    (m)        10221.     (f) VERT ANG       
 KL0784
 KL0784.Superseded values are not recommended for survey control.
 KL0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0784.See file dsdata.txt to determine how the superseded data were derived.
 KL0784
 KL0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD9461817938(NAD 83)
 KL0784_MARKER: DD = SURVEY DISK
 KL0784_SETTING: 66 = SET IN ROCK OUTCROP
 KL0784_SP_SET: SET IN ROCK OUTCROP
 KL0784_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0784+STABILITY: POSITION/ELEVATION WELL
 KL0784
 KL0784  HISTORY     - Date     Condition        Report By
 KL0784  HISTORY     - 1938     MONUMENTED       USFS
 KL0784  HISTORY     - 1954     GOOD             USGS
 KL0784
 KL0784                          STATION DESCRIPTION
 KL0784
 KL0784'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 KL0784'RECOVERED AND REDESCRIBED AS FOLLOWS
 KL0784'
 KL0784'STATION LOCATED ABOUT 3 MI. SE. OF GRANITE, COLORADO, ON THE NW. POINT
 KL0784'OF TWO HIGHEST POINTS ON HIGH TOP 0.5 MI. NE. OF U.S. HIGHWAY 24.
 KL0784'
 KL0784'TO REACH FROM RD. JUNCTION WITH U.S. HIGHWAY 24 AT GRANITE, GO SE.
 KL0784'ALONG U.S. HIGHWAY 24 4.1 MI. TO JUNCTION WITH DIRT RD. E., GO LEFT
 KL0784'ON DIRT RD. THROUGH CATTLEGUARD ACROSS BRIDGE OVER ARKANSAS RIVER,
 KL0784'ACROSS RAILROAD AND THENCE SE. ALONG RAILROAD TO NARROW JEEP RD. GOING
 KL0784'UP VERY STEEP SIDE HILL.  CONTINUE TO TOP OF RIDGE AND ABANDONED FARM
 KL0784'BUILDINGS, FOLLOW ALONG FENCE LINE NE. TO T-FENCE INTERSECTION AND END
 KL0784'OF TRUCK TRAVEL.  PROCEED S. ACROSS FIELD TO DRAIN.  FOLLOW UP DRAIN
 KL0784'ON GAME TRAIL, EASTERLY TO SADDLE, THENCE SW. TO THE NE. OF TWO ROCKY
 KL0784'POINTS, AND STATION.  ABOUT 50 MINUTE PACK.
 KL0784'
 KL0784'STATION MARK--U.S. FOREST SERVICE TABLET SET IN ROCK OUTCROP, STAMPED
 KL0784'---A.S.-P253 1938---.
 KL0784'
 KL0784'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1950 ***********************************************************************
 KK1950  DESIGNATION -  AS P 313
 KK1950  PID         -  KK1950
 KK1950  STATE/COUNTY-  CO/TELLER
 KK1950  USGS QUAD   -  MOUNT DECEPTION (1984)
 KK1950
 KK1950                         *CURRENT SURVEY CONTROL
 KK1950  ___________________________________________________________________
 KK1950* NAD 83(1992)-  39 00 15.57535(N)    105 01 56.69265(W)     ADJUSTED  
 KK1950* NAVD 88     -      2877.     (meters)    9439.     (feet)  SCALED    
 KK1950  ___________________________________________________________________
 KK1950  LAPLACE CORR-          -8.94  (seconds)                    DEFLEC99
 KK1950  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 KK1950
 KK1950  HORZ ORDER  -  SECOND
 KK1950
 KK1950.The horizontal coordinates were established by classical geodetic methods
 KK1950.and adjusted by the National Geodetic Survey in January 1993..
 KK1950
 KK1950.The orthometric height was scaled from a topographic map.
 KK1950
 KK1950.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1950
 KK1950.The geoid height was determined by GEOID03.
 KK1950
 KK1950;                    North         East     Units Scale Factor Converg.
 KK1950;SPC CO C     -   434,893.307   954,901.884   MT  0.99993733   +0 17 41.6
 KK1950;SPC CO C     - 1,426,812.46  3,132,873.93   sFT  0.99993733   +0 17 41.6
 KK1950;UTM  13      - 4,317,257.198   497,193.332   MT  0.99960010   -0 01 13.4
 KK1950
 KK1950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1950!SPC CO C     -   0.99955112  x   0.99993733  =   0.99948847
 KK1950!UTM  13      -   0.99955112  x   0.99960010  =   0.99915140
 KK1950
 KK1950                          SUPERSEDED SURVEY CONTROL
 KK1950
 KK1950  NAD 83(1986)-  39 00 15.56733(N)    105 01 56.69190(W) AD(       ) 2
 KK1950  NAD 27      -  39 00 15.59300(N)    105 01 54.74100(W) AD(       ) 2
 KK1950
 KK1950.Superseded values are not recommended for survey control.
 KK1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1950.See file dsdata.txt to determine how the superseded data were derived.
 KK1950
 KK1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9719317257(NAD 83)
 KK1950_MARKER: DD = SURVEY DISK
 KK1950_SETTING: 80 = SET IN A BOULDER
 KK1950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1950+STABILITY: SURFACE MOTION
 KK1950
 KK1950  HISTORY     - Date     Condition        Report By
 KK1950  HISTORY     - 1953     MONUMENTED       USFS
 KK1950
 KK1950                          STATION DESCRIPTION
 KK1950
 KK1950'DESCRIBED BY US FOREST SERVICE 1953
 KK1950'THE STATION BALD MTN IS LOCATED ABOUT 11 MILES SOUTHWEST OF MONUMENT,
 KK1950'8 MILES EAST OF LAKE GEORGE, 2 MILES EAST OF WOODLAND PARK AND
 KK1950'AMONG SEVERAL BOULDERS AT THE HIGHEST POINT OF BALD MOUNTAIN.
 KK1950'IT IS SET FLUSH IN A FLAT BOULDER WHICH IS ABOUT 2 FEET IN
 KK1950'DIAMETER AND PROJECTS 3 INCHES.  THE MARK IS STAMPED BALD
 KK1950'MTN 1953.
 KK1950'
 KK1950'TO REACH THE STATION FROM THE POST OFFICE IN WOODLAND PARK,
 KK1950'GO EAST ON U.S. HIGHWAY 24 FOR 0.15 MILE TO THE JUNCTION OF
 KK1950'U.S. HIGHWAY 24 AND THE RAMPART RANGE ROAD.  TAKE THE RAMPART
 KK1950'RANGE ROAD NORTHEASTERLY FOR 2.7 MILES TO A T-ROAD RIGHT,
 KK1950'JUST AFTER CROSSING A SMALL BRIDGE.  TURN RIGHT ON THE T-ROAD
 KK1950'AND GO SOUTHEASTERLY FOR 1.5 MILES TO A CROSSROAD, TURN RIGHT
 KK1950'AND GO SOUTHWEST FOR 0.15 MILE TO THE TIMBER RIDGE LODGE
 KK1950'ON THE RIGHT.
 KK1950'CONTINUE SOUTHWESTERLY FOR 0.45 MILE TO A FORK, TAKE THE
 KK1950'RIGHT FORK AND FOLLOW A WOODS ROAD WESTERLY FOR 0.8 MILE TO
 KK1950'THE HIGHEST POINT OF BALD MOUNTAIN AND THE STATION AS
 KK1950'DESCRIBED.
 KK1950'
 KK1950'REFERENCE MARK NO. 2 IS A U.S. DEPT. OF AGRICULTURE FOREST
 KK1950'SERVICE SURVEY MARK SET IN A BOULDER WHICH IS ABOUT 3 FEET LONG,
 KK1950'1 FOOT WIDE AND PROJECTS 2 FEET.  THE MARK IS STAMPED AS P313
 KK1950'1938 AND HAS A SMALL TRIANGLE CHISELED IN ITS CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1190 ***********************************************************************
 JK1190  DESIGNATION -  AS P 462
 JK1190  PID         -  JK1190
 JK1190  STATE/COUNTY-  CO/EL PASO
 JK1190  USGS QUAD   -  MOUNT PITTSBURG (1994)
 JK1190
 JK1190                         *CURRENT SURVEY CONTROL
 JK1190  ___________________________________________________________________
 JK1190* NAD 83(1992)-  38 34 05.12546(N)    104 52 45.56398(W)     ADJUSTED  
 JK1190* NAVD 88     -      2101.9    (meters)    6896.     (feet)  VERTCON   
 JK1190  ___________________________________________________________________
 JK1190  LAPLACE CORR-         -11.84  (seconds)                    DEFLEC99
 JK1190  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 JK1190
 JK1190  HORZ ORDER  -  SECOND
 JK1190
 JK1190.The horizontal coordinates were established by classical geodetic methods
 JK1190.and adjusted by the National Geodetic Survey in January 1993..
 JK1190
 JK1190.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1190
 JK1190.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1190
 JK1190.The geoid height was determined by GEOID03.
 JK1190
 JK1190;                    North         East     Units Scale Factor Converg.
 JK1190;SPC CO C     -   386,548.939   968,492.599   MT  0.99997888   +0 23 29.2
 JK1190;SPC CO C     - 1,268,202.64  3,177,462.80   sFT  0.99997888   +0 23 29.2
 JK1190;SPC CO S     -   516,017.564   968,495.245   MT  1.00002738   +0 22 50.6
 JK1190;SPC CO S     - 1,692,967.62  3,177,471.48   sFT  1.00002738   +0 22 50.6
 JK1190;UTM  13      - 4,268,855.790   510,512.837   MT  0.99960136   +0 04 30.8
 JK1190
 JK1190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1190!SPC CO C     -   0.99967302  x   0.99997888  =   0.99965191
 JK1190!SPC CO S     -   0.99967302  x   1.00002738  =   0.99970039
 JK1190!UTM  13      -   0.99967302  x   0.99960136  =   0.99927451
 JK1190
 JK1190                          SUPERSEDED SURVEY CONTROL
 JK1190
 JK1190  NAD 83(1986)-  38 34 05.11503(N)    104 52 45.56658(W) AD(       ) 2
 JK1190  NAD 27      -  38 34 05.11000(N)    104 52 43.63200(W) AD(       ) 2
 JK1190  NGVD 29 (07/19/86) 2100.9    (m)         6893.     (f) VERT ANG       
 JK1190
 JK1190.Superseded values are not recommended for survey control.
 JK1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1190.See file dsdata.txt to determine how the superseded data were derived.
 JK1190
 JK1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC1051368856(NAD 83)
 JK1190_MARKER: DD = SURVEY DISK
 JK1190_SETTING: 66 = SET IN ROCK OUTCROP
 JK1190_SP_SET: SET IN BEDROCK
 JK1190_MARK LOGO: USFS  
 JK1190_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK1190+STABILITY: POSITION/ELEVATION WELL
 JK1190
 JK1190  HISTORY     - Date     Condition        Report By
 JK1190  HISTORY     - 1949     MONUMENTED       USFS
 JK1190  HISTORY     - 1971     GOOD             NGS
 JK1190  HISTORY     - 1984     MARK NOT FOUND   NGS
 JK1190
 JK1190                          STATION DESCRIPTION
 JK1190
 JK1190'DESCRIBED BY US FOREST SERVICE 1949
 JK1190'THE STATION LYTLE IS LOCATED ABOUT 25.0 MILES AIR LINE NORTHWEST
 JK1190'OF PUEBLO, ABOUT 18.0 MILES AIR LINE SOUTH-SOUTHWEST OF COLORADO
 JK1190'SPRINGS, ON THE WESTERN EDGE OF A HIGH MESA THAT IS COVERED
 JK1190'WITH SCRUB CEDAR AND SCATTERING PINE TREES.  THE MESA DROPS
 JK1190'OFF SHARPLY TO THE WEST AND SOUTH AND SLOPES GRADUALLY TO THE
 JK1190'EAST AND NORTH.  IT IS THE HIGHEST POINT IN THE VICINITY AND
 JK1190'LIES ABOUT 3.5 MILES AIR LINE SOUTHEAST OF THE MAIN RANGE OF
 JK1190'MOUNTAINS.  THE STATION MARK IS SET FLUSH AND STAMPED, LYTLE
 JK1190'1949.
 JK1190'
 JK1190'REFERENCE MARK IS A U.S. FOREST SERVICE BRONZE DISK SET IN BEDROCK
 JK1190'APPROXIMATELY 6 INCHES LOWER THAN THE STATION, PROJECTS 1 INCH
 JK1190'AND IS STAMPED, AS P 462 39.
 JK1190'
 JK1190'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 85,
 JK1190'87, AND 50 NORTH OF PUEBLO.  GO WEST ON U.S. HIGHWAY 50 FOR
 JK1190'25.0 MILES TO THE JUNCTION WITH STATE HIGHWAY 115.  TURN
 JK1190'RIGHT AND FOLLOW STATE HIGHWAY 115 FOR 18.9 MILES TO A SIDE ROAD
 JK1190'RIGHT.  TURN RIGHT OFF THE HIGHWAY AND FOLLOW A GRAVELED ROAD
 JK1190'FOR 1.85 MILES TO THE LYTLE SCHOOL HOUSE.  CONTINUE ON GRAVELED
 JK1190'ROAD FOR 0.35 MILE TO A T-INTERSECTION.  CONTINUE STRAIGHT
 JK1190'AHEAD FOR 1.1 MILES TO WHERE THE ROAD MAKES A SHARP TURN TO
 JK1190'THE RIGHT AND A WIRE GATE STRAIGHT AHEAD.  PASS THROUGH
 JK1190'THE GATE AND FOLLOW THE TRACK ROAD FOR 0.7 MILE TO A GATE
 JK1190'AND SIGN (TO REACH THE AZIMUTH MARK FROM HERE CONTINUE
 JK1190'STRAIGHT AHEAD ON TRACK ROAD FOR 0.15 MILE TO THE MARK
 JK1190'JUST NORTH OF THE ROAD).  PASS THROUGH THE GATE AND TAKE
 JK1190'THE CENTER OF THREE FORKS FOR 0.65 MILE TO A GULCH.  FROM
 JK1190'HERE TURN LEFT ALONG THE SOUTH SIDE OF THE GULCH FOR 0.4
 JK1190'MILE TO THE HEAD OF THE CANYON AND END OF TRUCK TRAVEL.  PACK
 JK1190'EAST AND NORTH TO THE HIGHEST POINT AND STATION.  A 25
 JK1190'MINUTE PACK.
 JK1190
 JK1190                          STATION RECOVERY (1971)
 JK1190
 JK1190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (GHK)
 JK1190'STA IS LOC ON FT CARSON MIL RESERVATION.
 JK1190'
 JK1190'TO REACH STA, FROM MAIN PO, COLO SPNGS, COLO, PROCEED S ON
 JK1190'NEVADA AVE, AND COLO HWY 115 FOR 17.1 MI TO THE HITCH RACK
 JK1190'STEAKHOUSE ON LEFT, THENCE 0.1 MI TO A GRAVEL RD, RTE 9,
 JK1190'AND GATE ON LEFT, TURN LEFT THROUGH GATE AND PROCEED SE 2.0
 JK1190'MI ON RTE 9 TO A Y INTERSECTION, THENCE 0.3 MI ON RT FORK TO CRS
 JK1190'RD, RTE 11, CONTINUE SE ON RTE 9 FOR 2.44 MI TO TRAIL ON
 JK1190'RT.  TAKE TRAIL TO RT FOR 0.53 MI TO TURKEY CREEK, CONTINUE
 JK1190'W UP TIMBER MTN ON MAIN DIRT TRAIL, THRU SEVERAL MINOR CRS
 JK1190'RDS FOR 2.03 MI TO A Y INTERSECTION IN GRASSY CLEARING, TAKE
 JK1190'LEFT FORK AND CONTINUE FOR 0.4 MI UP MTN TO HIGHEST POINT
 JK1190'TO THE RT OF DIRT TRAIL AND STA SITE.
 JK1190'
 JK1190'STA IS LOC 150 FT N OF CENTERLINE OF DIRT TRAIL, 24.3 FT AT
 JK1190'8 DEG MAG AZ FROM CENTER OF A SURVEY TARGET TRIPOD, 20 FT
 JK1190'E OF A 12 FT DROPOFF, DROPOFF RUNS N AND S, SMALL PINES ARE
 JK1190'SCATTERED ALL AROUND SITE.
 JK1190'
 JK1190'STA IS MARKED BY A USDA AND USFS BRONZE DISK, MUTILATED BY
 JK1190'TRACKED VEHICLES, STAMPED AS READABLE AS 39, AND SET IN BED
 JK1190'ROCK AT ROCK HEIGHT.
 JK1190'
 JK1190'R.M. 1 IS A USGS DISK, STAMPED R.M. 1, SET IN BED ROCK AT
 JK1190'GROUND LEVEL, LOC 24.7 FT AT 28 DEG MAG AZ FROM STA MARK.
 JK1190'
 JK1190'R.M. 2 IS A USGS DISK, STAMPED R.M. 2, SET IN A ROCK ABOUT
 JK1190'2.0 FT HIGH ABOVE GROUND LEVEL, 2 FT IN DIA, LOC 23.2 FT AT
 JK1190'140 DEG MAG AZ FROM STA MARK.
 JK1190'
 JK1190'VIEW FROM TRIPOD HEIGHT IS CLEAR IN ALL DIRECTIONS.
 JK1190'
 JK1190'STA RECOVERED IN DISFIGURED CONDITION BY ADE, 4TH ENGR BN ON 6
 JK1190'JAN 71.
 JK1190
 JK1190                          STATION RECOVERY (1984)
 JK1190
 JK1190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 JK1190'THIS MARK WAS SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0309 ***********************************************************************
 JK0309  DESIGNATION -  AS P 480
 JK0309  PID         -  JK0309
 JK0309  STATE/COUNTY-  CO/EL PASO
 JK0309  USGS QUAD   -  BUTTES (1994)
 JK0309
 JK0309                         *CURRENT SURVEY CONTROL
 JK0309  ___________________________________________________________________
 JK0309* NAD 83(1986)-  38 32 50.     (N)    104 43 05.     (W)     SCALED    
 JK0309* NAVD 88     -      1701.622  (meters)    5582.74   (feet)  ADJUSTED  
 JK0309  ___________________________________________________________________
 JK0309  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 JK0309  DYNAMIC HT  -        1699.807 (meters)    5576.78  (feet)  COMP
 JK0309  MODELED GRAV-     979,501.6   (mgal)                       NAVD 88
 JK0309
 JK0309  VERT ORDER  -  SECOND    CLASS 0
 JK0309
 JK0309.The horizontal coordinates were scaled from a topographic map and have
 JK0309.an estimated accuracy of +/- 6 seconds.
 JK0309
 JK0309.The orthometric height was determined by differential leveling
 JK0309.and adjusted by the National Geodetic Survey in June 1991..
 JK0309
 JK0309.The geoid height was determined by GEOID03.
 JK0309
 JK0309.The dynamic height is computed by dividing the NAVD 88
 JK0309.geopotential number by the normal gravity value computed on the
 JK0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0309.degrees latitude (g = 980.6199 gals.).
 JK0309
 JK0309.The modeled gravity was interpolated from observed gravity values.
 JK0309
 JK0309;                    North         East    Units  Estimated Accuracy
 JK0309;SPC CO C     -   384,340.      982,570.      MT  (+/- 180 meters Scaled)
 JK0309
 JK0309                          SUPERSEDED SURVEY CONTROL
 JK0309
 JK0309  NGVD 29 (??/??/92) 1700.648  (m)         5579.54   (f) ADJ UNCH    2 0
 JK0309
 JK0309.Superseded values are not recommended for survey control.
 JK0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0309.See file dsdata.txt to determine how the superseded data were derived.
 JK0309
 JK0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC245665(NAD 83)
 JK0309_MARKER: DD = SURVEY DISK
 JK0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0309_STAMPING: A S P 480 1939
 JK0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0309+STABILITY: SURFACE MOTION
 JK0309
 JK0309  HISTORY     - Date     Condition        Report By
 JK0309  HISTORY     - 1939     MONUMENTED       USFS
 JK0309  HISTORY     - 1952     GOOD             NGS
 JK0309  HISTORY     - 1984     GOOD             NGS
 JK0309
 JK0309                          STATION DESCRIPTION
 JK0309
 JK0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JK0309'12 MI SW FROM FOUNTAIN.
 JK0309'6.8 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 JK0309'FROM THE STATION AT FOUNTAIN, THENCE 0.1 MILE WEST ALONG A GRAVELED
 JK0309'ROAD, THENCE 3.0 MILES SOUTHWEST ALONG A RANCH TRACK ROAD, THENCE
 JK0309'2.05 MILES SOUTH ALONG THE MILITARY BOUNDARY ROAD, 0.25 MILE NORTH
 JK0309'OF A CURVE IN THE ROAD, 122 FEET EAST OF THE CENTER LINE OF THE ROAD,
 JK0309'42 FEET NORTHEAST OF A TELEPHONE POLE, 1.3 FEET EAST OF A FENCE, 3
 JK0309'FEET EAST OF A WITNESS POST, 10 FEET ABOVE THE LEVEL OF THE ROAD,
 JK0309'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 JK0309'GROUND.
 JK0309
 JK0309                          STATION RECOVERY (1984)
 JK0309
 JK0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0309'ABOUT 1.6 KM (1.0 MI) NORTH ALONG MILITARY ROUTE 1 FROM THE
 JK0309'INTERSECTION OF MILITARY ROUTES 1 AND 8 IN FORT CARSON, 0.4 MI (0.25
 JK0309'MI) NORTH OF A CURVE, 35.1 M (115 FT) EAST OF THE CENTERLINE OF THE
 JK0309'ROAD, 10.7 M (35 FT) NORTHEAST OF A TELEPHONE POLE, 0.4 M (1.3 FT)
 JK0309'EAST OF THE BOUNDARY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1172 ***********************************************************************
 JK1172  DESIGNATION -  AS P 483=CHICO
 JK1172  PID         -  JK1172
 JK1172  STATE/COUNTY-  CO/EL PASO
 JK1172  USGS QUAD   -  FOUNTAIN NE (1961)
 JK1172
 JK1172                         *CURRENT SURVEY CONTROL
 JK1172  ___________________________________________________________________
 JK1172* NAD 83(1992)-  38 44 32.14156(N)    104 31 55.31020(W)     ADJUSTED  
 JK1172* NAVD 88     -      1844.     (meters)    6050.     (feet)  SCALED    
 JK1172  ___________________________________________________________________
 JK1172  LAPLACE CORR-          -6.83  (seconds)                    DEFLEC99
 JK1172  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 JK1172
 JK1172  HORZ ORDER  -  THIRD
 JK1172
 JK1172.The horizontal coordinates were established by classical geodetic methods
 JK1172.and adjusted by the National Geodetic Survey in January 1993..
 JK1172
 JK1172.The orthometric height was scaled from a topographic map.
 JK1172
 JK1172.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1172
 JK1172.The geoid height was determined by GEOID03.
 JK1172
 JK1172;                    North         East     Units Scale Factor Converg.
 JK1172;SPC CO C     -   406,146.371   998,551.548   MT  0.99995540   +0 36 37.8
 JK1172;SPC CO C     - 1,332,498.55  3,276,081.20   sFT  0.99995540   +0 36 37.8
 JK1172;UTM  13      - 4,288,279.643   540,668.990   MT  0.99962037   +0 17 34.3
 JK1172
 JK1172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1172!SPC CO C     -   0.99971368  x   0.99995540  =   0.99966909
 JK1172!UTM  13      -   0.99971368  x   0.99962037  =   0.99933416
 JK1172
 JK1172:                Primary Azimuth Mark                     Grid Az
 JK1172:SPC CO C     -  WARD                                     045 13 33.6
 JK1172:UTM  13      -  WARD                                     045 32 37.1
 JK1172
 JK1172|---------------------------------------------------------------------|
 JK1172| PID    Reference Object                     Distance      Geod. Az  |
 JK1172|                                                           dddmmss.s |
 JK1172| JK1002 WARD                                APPROX. 8.0 KM 0455011.4 |
 JK1172|---------------------------------------------------------------------|
 JK1172
 JK1172                          SUPERSEDED SURVEY CONTROL
 JK1172
 JK1172  NAD 83(1986)-  38 44 32.12652(N)    104 31 55.30315(W) AD(       ) 3
 JK1172  NAD 27      -  38 44 32.14452(N)    104 31 53.41585(W) AD(       ) 3
 JK1172
 JK1172.Superseded values are not recommended for survey control.
 JK1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1172.See file dsdata.txt to determine how the superseded data were derived.
 JK1172
 JK1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC4066988280(NAD 83)
 JK1172
 JK1172  HISTORY     - Date     Condition        Report By
 JK1172  HISTORY     - 1939     MONUMENTED       USFS
 JK1172  HISTORY     - 1939     GOOD             USE
 JK1172
 JK1172                          STATION DESCRIPTION
 JK1172
 JK1172'DESCRIBED BY US ENGINEERS 1939
 JK1172'STATION IS LOCATED IN SW. 1/4 OF SW. 1/4 OF SEC. 14, T 15 S, R 64 W,
 JK1172'IS BEST REACHED FROM SCOTTS STORE AT THE JUNCTION OF U.S. HIGHWAY 24
 JK1172'AND STATE HIGHWAY 94, GO E. ON HIGHWAY 94 7.8 MI. TO CROSSROADS,
 JK1172'THENCE S. ON SECTION LINE RD. TO CROSSROADS, THENCE S. ON SECTION LINE
 JK1172'RD. 6 MI., THENCE E. 1.3 MI.  THE STATION IS LOCATED 0.7 MI. SW. ON
 JK1172'TOP OF HILL.
 JK1172'
 JK1172'STATION MARK--DEPARTMENT OF AGRICULTURE FOREST SERVICE TABLET SET IN
 JK1172'CONCRETE POST, STAMPED ---A S P 483 1939---, TO WHICH THE WORD
 JK1172'---CHICO--- WAS ADDED.
 JK1172'
 JK1172'REFERENCE MARK--STANDARD REFERENCE TABLET, STAMPED ---NO. 1---,
 JK1172'CEMENTED IN CONCRETE BLOCK, S 35 DEG 42 MIN E, DISTANT 19.00 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1157 ***********************************************************************
 JK1157  DESIGNATION -  AS P 497
 JK1157  PID         -  JK1157
 JK1157  STATE/COUNTY-  CO/EL PASO
 JK1157  USGS QUAD   -  CORRAL BLUFFS (1975)
 JK1157
 JK1157                         *CURRENT SURVEY CONTROL
 JK1157  ___________________________________________________________________
 JK1157* NAD 83(1992)-  38 45 49.88831(N)    104 35 49.39977(W)     ADJUSTED  
 JK1157* NAVD 88     -      1849.     (meters)    6066.     (feet)  SCALED    
 JK1157  ___________________________________________________________________
 JK1157  LAPLACE CORR-          -6.80  (seconds)                    DEFLEC99
 JK1157  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 JK1157
 JK1157  HORZ ORDER  -  THIRD
 JK1157
 JK1157.The horizontal coordinates were established by classical geodetic methods
 JK1157.and adjusted by the National Geodetic Survey in January 1993..
 JK1157
 JK1157.The orthometric height was scaled from a topographic map.
 JK1157
 JK1157.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1157
 JK1157.The geoid height was determined by GEOID03.
 JK1157
 JK1157;                    North         East     Units Scale Factor Converg.
 JK1157;SPC CO C     -   408,485.358   992,875.023   MT  0.99995312   +0 34 10.1
 JK1157;SPC CO C     - 1,340,172.38  3,257,457.47   sFT  0.99995312   +0 34 10.1
 JK1157;UTM  13      - 4,290,649.242   535,007.415   MT  0.99961509   +0 15 08.2
 JK1157
 JK1157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1157!SPC CO C     -   0.99971285  x   0.99995312  =   0.99966598
 JK1157!UTM  13      -   0.99971285  x   0.99961509  =   0.99932805
 JK1157
 JK1157:                Primary Azimuth Mark                     Grid Az
 JK1157:SPC CO C     -  AS P 483=CHICO                           112 23 38.6
 JK1157:UTM  13      -  AS P 483=CHICO                           112 42 40.5
 JK1157
 JK1157|---------------------------------------------------------------------|
 JK1157| PID    Reference Object                     Distance      Geod. Az  |
 JK1157|                                                           dddmmss.s |
 JK1157| JK1172 AS P 483=CHICO                      APPROX. 6.1 KM 1125748.7 |
 JK1157|---------------------------------------------------------------------|
 JK1157
 JK1157                          SUPERSEDED SURVEY CONTROL
 JK1157
 JK1157  NAD 83(1986)-  38 45 49.87255(N)    104 35 49.39283(W) AD(       ) 3
 JK1157  NAD 27      -  38 45 49.89107(N)    104 35 47.49771(W) AD(       ) 3
 JK1157
 JK1157.Superseded values are not recommended for survey control.
 JK1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1157.See file dsdata.txt to determine how the superseded data were derived.
 JK1157
 JK1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC3500790649(NAD 83)
 JK1157
 JK1157  HISTORY     - Date     Condition        Report By
 JK1157  HISTORY     - 1939     MONUMENTED       USFS
 JK1157  HISTORY     - 1947     GOOD             USGS
 JK1157
 JK1157                          STATION DESCRIPTION
 JK1157
 JK1157'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JK1157'STATION IS LOCATED IN THE NE. 1/4 SEC. 7, T 15 S, R 64 W.
 JK1157'
 JK1157'STATION IS BEST REACHED FROM KELKER, A SMALL STATION ON THE DENVER
 JK1157'AND RIO GRANDE WESTERN RAILROAD ABOUT 5 MI. S. OF COLORADO SPRINGS,
 JK1157'COLORADO.  PROCEED S. ALONG RAILROAD TRACKS FOR 1.1 MI., THENCE E. FOR
 JK1157'9.4 MI. ON SECTION LINE RD., THENCE S. 1 MI. AND E. 0.6 MI. TO GATE IN
 JK1157'S. RIGHT-OF-WAY FENCE CLOSE TO HAMPER RANCH GATE ENTRANCE THAT LEADS
 JK1157'N.  STATION LIES ON HIGHEST HILL TOP ABOUT 1000 FT. DISTANCE.
 JK1157'
 JK1157'STATION MARK--STANDARD U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE
 JK1157'TABLET SET IN PRECAST CONCRETE POST ABOUT 4 IN. IN DIAMETER AND
 JK1157'PROJECTING ABOUT 5 IN. ABOVE THE SURFACE OF THE GROUND, STAMPED
 JK1157'---ASP 497 1937---.
 JK1157'
 JK1157'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2010 ***********************************************************************
 KK2010  DESIGNATION -  AS P 570=FAIRFAX
 KK2010  PID         -  KK2010
 KK2010  STATE/COUNTY-  CO/GILPIN
 KK2010  USGS QUAD   -  CENTRAL CITY (1972)
 KK2010
 KK2010                         *CURRENT SURVEY CONTROL
 KK2010  ___________________________________________________________________
 KK2010* NAD 83(1992)-  39 51 33.44265(N)    105 30 19.75487(W)     ADJUSTED  
 KK2010* NAVD 88     -      3168.     (meters)   10394.     (feet)  SCALED    
 KK2010  ___________________________________________________________________
 KK2010  LAPLACE CORR-         -15.44  (seconds)                    DEFLEC99
 KK2010  GEOID HEIGHT-         -13.35  (meters)                     GEOID03
 KK2010
 KK2010  HORZ ORDER  -  THIRD
 KK2010
 KK2010.The horizontal coordinates were established by classical geodetic methods
 KK2010.and adjusted by the National Geodetic Survey in January 1993..
 KK2010
 KK2010.The orthometric height was scaled from a topographic map.
 KK2010
 KK2010.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2010
 KK2010.The geoid height was determined by GEOID03.
 KK2010
 KK2010;                    North         East     Units Scale Factor Converg.
 KK2010;SPC CO N     -   363,197.378   913,932.282   MT  0.99998004   -0 00 12.8
 KK2010;SPC CO N     - 1,191,590.06  2,998,459.50   sFT  0.99998004   -0 00 12.8
 KK2010;UTM  13      - 4,412,262.173   456,763.206   MT  0.99962301   -0 19 26.3
 KK2010
 KK2010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2010!SPC CO N     -   0.99950527  x   0.99998004  =   0.99948532
 KK2010!UTM  13      -   0.99950527  x   0.99962301  =   0.99912847
 KK2010
 KK2010:                Primary Azimuth Mark                     Grid Az
 KK2010:SPC CO N     -  ROLLINS                                  014 00 14.1
 KK2010:UTM  13      -  ROLLINS                                  014 19 27.6
 KK2010
 KK2010|---------------------------------------------------------------------|
 KK2010| PID    Reference Object                     Distance      Geod. Az  |
 KK2010|                                                           dddmmss.s |
 KK2010| KK1930 ROLLINS                             APPROX. 6.5 KM 0140001.3 |
 KK2010|---------------------------------------------------------------------|
 KK2010
 KK2010                          SUPERSEDED SURVEY CONTROL
 KK2010
 KK2010  NAD 83(1986)-  39 51 33.44071(N)    105 30 19.75192(W) AD(       ) 3
 KK2010  NAD 27      -  39 51 33.48974(N)    105 30 17.76918(W) AD(       ) 3
 KK2010
 KK2010.Superseded values are not recommended for survey control.
 KK2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2010.See file dsdata.txt to determine how the superseded data were derived.
 KK2010
 KK2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE5676312262(NAD 83)
 KK2010
 KK2010  HISTORY     - Date     Condition        Report By
 KK2010  HISTORY     - 1939     MONUMENTED       USFS
 KK2010  HISTORY     - 1941     GOOD             USGS
 KK2010
 KK2010                          STATION DESCRIPTION
 KK2010
 KK2010'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 KK2010'STATION IS ON N. END AND HIGHEST POINT OF A MOUNTAIN LOCALLY KNOWN AS
 KK2010'FAIRFAX OR FABIAN MOUNTAIN, AT THE HEAD OF ELLSWORTH CREEK AND ABOUT
 KK2010'2 MI. N. OF MISSOURI LAKE, A WELL KNOWN POINT ON HIGHWAY 119.
 KK2010'
 KK2010'STATION MARK--A U.S. DEPARTMENT OF AGRICULTURE, FOREST SERVICE BRONZE
 KK2010'TABLET CEMENTED IN SOLID ROCK, STAMPED ---A S P 570 1939---.
 KK2010'
 KK2010'REFERENCE MARK NO. 1--A STANDARD U.S. GEOLOGICAL SURVEY BRONZE TABLET
 KK2010'CEMENTED IN SOLID ROCK, STAMPED ---NO. 1---, 9.82 FT. DISTANT FROM
 KK2010'STATION MARK, S 13 DEG 29 MIN W.
 KK2010'
 KK2010'REFERENCE MARK NO. 2--A STANDARD U.S. GEOLOGICAL SURVEY BRONZE TABLET
 KK2010'CEMENTED IN SOLID ROCK, STAMPED ---NO. 2---, 13.98 FT. DISTANT FROM
 KK2010'STATION MARK, N 22 DEG 02 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1884 ***********************************************************************
 KK1884  DESIGNATION -  AS P 603
 KK1884  PID         -  KK1884
 KK1884  STATE/COUNTY-  CO/JEFFERSON
 KK1884  USGS QUAD   -  CONIFER (1994)
 KK1884
 KK1884                         *CURRENT SURVEY CONTROL
 KK1884  ___________________________________________________________________
 KK1884* NAD 83(1992)-  39 37 22.37124(N)    105 17 24.57326(W)     ADJUSTED  
 KK1884* NAVD 88     -      2630.     (meters)    8629.     (feet)  VERTCON   
 KK1884  ___________________________________________________________________
 KK1884  LAPLACE CORR-         -15.93  (seconds)                    DEFLEC99
 KK1884  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 KK1884
 KK1884  HORZ ORDER  -  SECOND
 KK1884
 KK1884.The horizontal coordinates were established by classical geodetic methods
 KK1884.and adjusted by the National Geodetic Survey in January 1993..
 KK1884
 KK1884.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1884
 KK1884.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1884
 KK1884.The geoid height was determined by GEOID03.
 KK1884
 KK1884;                    North         East     Units Scale Factor Converg.
 KK1884;SPC CO C     -   503,479.114   932,418.702   MT  0.99997733   +0 07 56.4
 KK1884;SPC CO C     - 1,651,831.06  3,059,110.36   sFT  0.99997733   +0 07 56.4
 KK1884;UTM  13      - 4,385,942.267   475,096.362   MT  0.99960764   -0 11 06.2
 KK1884
 KK1884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1884!SPC CO C     -   0.99958983  x   0.99997733  =   0.99956717
 KK1884!UTM  13      -   0.99958983  x   0.99960764  =   0.99919763
 KK1884
 KK1884                          SUPERSEDED SURVEY CONTROL
 KK1884
 KK1884  NAD 83(1986)-  39 37 22.36902(N)    105 17 24.57356(W) AD(       ) 2
 KK1884  NAD 27      -  39 37 22.40908(N)    105 17 22.60556(W) AD(       ) 2
 KK1884  NGVD 29 (07/19/86) 2629.     (m)         8625.     (f) VERT ANG       
 KK1884
 KK1884.Superseded values are not recommended for survey control.
 KK1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1884.See file dsdata.txt to determine how the superseded data were derived.
 KK1884
 KK1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7509685942(NAD 83)
 KK1884_MARKER: DD = SURVEY DISK
 KK1884_SETTING: 80 = SET IN A BOULDER
 KK1884_SP_SET: SET IN DRILL HOLE IN A BOULDER
 KK1884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1884+STABILITY: SURFACE MOTION
 KK1884
 KK1884  HISTORY     - Date     Condition        Report By
 KK1884  HISTORY     - 1977     MONUMENTED       NGS
 KK1884
 KK1884                          STATION DESCRIPTION
 KK1884
 KK1884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1884'THE STATION IS ABOUT 6 MILES WEST-SOUTHWEST OF MORRISON, 2-1/2
 KK1884'MILES NORTH-NORTHEAST OF MARSHDALE, 2 MILES EAST-SOUTHEAST OF
 KK1884'EVERGREEN, ON TOP OF A MOUNTAIN KNOWN AS BEAR MOUNTAIN AND ON
 KK1884'PROPERTY OWNED BY MR. BOB NEFF, EVERGREEN, COLORADO, PHONE
 KK1884'NUMBER 674-7829.
 KK1884'
 KK1884'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION OF
 KK1884'STATE HIGHWAY 74 AND COUNTY ROAD 73
 KK1884'IN THE CENTER OF EVERGREEN, GO
 KK1884'SOUTH ON COUNTY ROAD 73 FOR 0.3 MILE TO A SIDEROAD LEFT.  TURN
 KK1884'LEFT AND GO EASTERLY ON COUNTY ROAD 81 (LITTLE CLUB CREEK ROAD)
 KK1884'FOR 1.5 MILES TO A FORK.  TAKE THE LEFT FORK (STANLEY PARK
 KK1884'ROAD) FOR 1.8 MILES TO A FORK.  TAKE THE LEFT FORK AND GO
 KK1884'UPHILL FOR 0.2 MILE TO A FORK.  TAKE THE LEFT FORK FOR 0.2
 KK1884'MILE TO A FORK.  TAKE THE RIGHT FORK FOR 0.8 MILE TO A FORK.
 KK1884'TAKE THE LEFT FORK FOR 0.2 MILE TO A FORK.  TAKE THE LEFT
 KK1884'FORK FOR 0.55 MILE TO A GATE.  CONTINUE AHEAD SOUTH, PASSING
 KK1884'BY MR.  NEFFS HOUSE, FOR 0.05 MILE TO THE END OF THE
 KK1884'DRIVE.  FROM HERE, PACK SOUTH FOR ABOUT 250 FEET TO THE TOP OF
 KK1884'A ROCK OUTCROP AND THE STATION.
 KK1884'
 KK1884'STATION MARK, STAMPED---AS P603 1939---, IS A U.S. DEPARTMENT
 KK1884'OF AGRICULTURE FOREST SERVICE DISK CEMENTED IN A DRILL HOLE
 KK1884'IN THE TOP OF A BOULDER.  IT IS 21.5 FEET SOUTHEAST OF A TWIN
 KK1884'TRUNK PINE TREE AND 18.8 FEET WEST OF A POWER POLE.
 KK1884'
 KK1884'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION---
 KK1884'BEAR MTN---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1913 ***********************************************************************
 KK1913  DESIGNATION -  AS P 609=GUY
 KK1913  PID         -  KK1913
 KK1913  STATE/COUNTY-  CO/JEFFERSON
 KK1913  USGS QUAD   -  RALSTON BUTTES (1965)
 KK1913
 KK1913                         *CURRENT SURVEY CONTROL
 KK1913  ___________________________________________________________________
 KK1913* NAD 83(1992)-  39 46 37.66901(N)    105 19 42.79803(W)     ADJUSTED  
 KK1913* NAVD 88     -      2471.     (meters)    8107.     (feet)  SCALED    
 KK1913  ___________________________________________________________________
 KK1913  LAPLACE CORR-         -19.91  (seconds)                    DEFLEC99
 KK1913  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 KK1913
 KK1913  HORZ ORDER  -  THIRD
 KK1913
 KK1913.The horizontal coordinates were established by classical geodetic methods
 KK1913.and adjusted by the National Geodetic Survey in January 1993..
 KK1913
 KK1913.The orthometric height was scaled from a topographic map.
 KK1913
 KK1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1913
 KK1913.The geoid height was determined by GEOID03.
 KK1913
 KK1913;                    North         East     Units Scale Factor Converg.
 KK1913;SPC CO C     -   520,598.143   929,089.735   MT  1.00000548   +0 06 29.3
 KK1913;SPC CO C     - 1,707,995.74  3,048,188.57   sFT  1.00000548   +0 06 29.3
 KK1913;UTM  13      - 4,403,072.951   471,863.651   MT  0.99960975   -0 12 36.8
 KK1913
 KK1913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1913!SPC CO C     -   0.99961475  x   1.00000548  =   0.99962023
 KK1913!UTM  13      -   0.99961475  x   0.99960975  =   0.99922465
 KK1913
 KK1913:                Primary Azimuth Mark                     Grid Az
 KK1913:SPC CO C     -  CENTENNIAL                               223 31 36.8
 KK1913:UTM  13      -  CENTENNIAL                               223 50 42.9
 KK1913
 KK1913|---------------------------------------------------------------------|
 KK1913| PID    Reference Object                     Distance      Geod. Az  |
 KK1913|                                                           dddmmss.s |
 KK1913| KK1911 CENTENNIAL                          APPROX. 3.8 KM 2233806.1 |
 KK1913|---------------------------------------------------------------------|
 KK1913
 KK1913                          SUPERSEDED SURVEY CONTROL
 KK1913
 KK1913  NAD 83(1986)-  39 46 37.66618(N)    105 19 42.79633(W) AD(       ) 3
 KK1913  NAD 27      -  39 46 37.71076(N)    105 19 40.82490(W) AD(       ) 3
 KK1913
 KK1913.Superseded values are not recommended for survey control.
 KK1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1913.See file dsdata.txt to determine how the superseded data were derived.
 KK1913
 KK1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE7186403073(NAD 83)
 KK1913
 KK1913  HISTORY     - Date     Condition        Report By
 KK1913  HISTORY     - 1939     MONUMENTED       USFS
 KK1913  HISTORY     - 1941     GOOD             USGS
 KK1913
 KK1913                          STATION DESCRIPTION
 KK1913
 KK1913'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 KK1913'STATION IS LOCATED ON HIGHEST POINT OF GUY HILL, ABOUT 0.5 MI. S. OF
 KK1913'GOLDEN GATE PASS ON HIGHWAY 58.
 KK1913'
 KK1913'STATION MARK--A U.S. DEPARTMENT OF AGRICULTURE, FOREST SERVICE, BRONZE
 KK1913'TABLET CEMENTED IN SOLID ROCK, STAMPED ---A S P 609 1939---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3085 ***********************************************************************
 AI3085  DESIGNATION -  ASAY
 AI3085  PID         -  AI3085
 AI3085  STATE/COUNTY-  CO/ADAMS
 AI3085  USGS QUAD   -  ROPER SCHOOL (1978)
 AI3085
 AI3085                         *CURRENT SURVEY CONTROL
 AI3085  ___________________________________________________________________
 AI3085* NAD 83(1992)-  39 46 55.04134(N)    104 19 13.97812(W)     ADJUSTED  
 AI3085* NAVD 88     -      1613.5    (meters)    5294.     (feet)  GPS OBS   
 AI3085  ___________________________________________________________________
 AI3085  X           -  -1,214,337.932 (meters)                     COMP
 AI3085  Y           -  -4,756,908.699 (meters)                     COMP
 AI3085  Z           -   4,060,430.720 (meters)                     COMP
 AI3085  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 AI3085  ELLIP HEIGHT-        1595.08  (meters)          (12/03/02) GPS OBS
 AI3085  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 AI3085
 AI3085  HORZ ORDER  -  FIRST
 AI3085  ELLP ORDER  -  FOURTH    CLASS II
 AI3085
 AI3085.The horizontal coordinates were established by GPS observations
 AI3085.and adjusted by the National Geodetic Survey in December 1999..
 AI3085
 AI3085.The orthometric height was determined by GPS observations and a
 AI3085.high-resolution geoid model.
 AI3085
 AI3085.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3085
 AI3085.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3085
 AI3085.The ellipsoidal height was determined by GPS observations
 AI3085.and is referenced to NAD 83.
 AI3085
 AI3085.The geoid height was determined by GEOID03.
 AI3085
 AI3085;                    North         East     Units Scale Factor Converg.
 AI3085;SPC CO N     -   355,282.966 1,015,435.298   MT  0.99999010   +0 45 43.5
 AI3085;SPC CO N     - 1,165,624.20  3,331,473.97   sFT  0.99999010   +0 45 43.5
 AI3085;UTM  13      - 4,403,777.663   558,181.993   MT  0.99964167   +0 26 05.2
 AI3085
 AI3085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3085!SPC CO N     -   0.99974982  x   0.99999010  =   0.99973993
 AI3085!UTM  13      -   0.99974982  x   0.99964167  =   0.99939158
 AI3085
 AI3085                          SUPERSEDED SURVEY CONTROL
 AI3085
 AI3085  ELLIP H (12/27/99) 1595.11   (m)                       GP(       ) 4 1
 AI3085
 AI3085.Superseded values are not recommended for survey control.
 AI3085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3085.See file dsdata.txt to determine how the superseded data were derived.
 AI3085
 AI3085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE5818203778(NAD 83)
 AI3085_MARKER: DD = SURVEY DISK
 AI3085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3085_STAMPING: ASAY 1999
 AI3085_MARK LOGO: CO-001
 AI3085_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI3085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3085+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3085
 AI3085  HISTORY     - Date     Condition        Report By
 AI3085  HISTORY     - 1999     MONUMENTED       JRENG
 AI3085
 AI3085                          STATION DESCRIPTION
 AI3085
 AI3085'DESCRIBED BY JR ENGINEERING LTD 1999 (TGB)
 AI3085'DESCRIBED BY JR ENGINEERING 1999 (TGB) .  THE STATION IS LOCATED ABOUT
 AI3085'2.8 MI (4.5 KM) NORTH OF STRASBURG IN THE ROW OF STRASBURG ROAD IN THE
 AI3085'SOUTHEAST 1/4 OF SECTION 16, T 3 S, R 62 W, 6TH P.M. OWNERSHIP--ADAMS
 AI3085'COUNTY.  TO REACH THE STATION FROM THE INTERSECTION OF STRASBURG ROAD
 AI3085'AND 88TH AVENUE, PROCEED SOUTH ON STRASBURG ROAD FOR 5.0 MI (8.0 KM)
 AI3085'TO THE INTERSECTON OF 48TH AVENUE AND THE STATION ON THE RIGHT.  THE
 AI3085'STATION IS A STANDARD ADAMS COUNTY BRASS SURVEY MARK DISK STAMPED ASAY
 AI3085'1999 SET IN THE TOP OF A 24 INCH ROUND CONCRETE POST FLUSH WITH THE
 AI3085'GROUND.  IT IS 35.0 FT (10.7 M) WEST OF THE CENTER OF STRASBURG ROAD,
 AI3085'43.0 FT (13.1 M) NORTH OF THE CENTER OF 48TH AVENUE, 10.5 FT (3.2 M)
 AI3085'NORTHEAST OF A METAL FENCE CORNER POST, 2.5 FT (0.8 M) EAST OF A
 AI3085'FENCE, 2.2 FT (0.7 M) NORTH OF A FIBERGLASS WITNESS POST, 2.2 FT (0.7
 AI3085'M) SOUTH OF A FIBERGLASS WITNESS POST AND 2.0 FT (0.6 M) BELOW
 AI3085'STRASBURG ROAD.  DESCRIPTION BY T.G.  BEERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0764 ***********************************************************************
 JJ0764  DESIGNATION -  ASCALON
 JJ0764  PID         -  JJ0764
 JJ0764  STATE/COUNTY-  CO/CHEYENNE
 JJ0764  USGS QUAD   -  CHEYENNE WELLS SW (1982)
 JJ0764
 JJ0764                         *CURRENT SURVEY CONTROL
 JJ0764  ___________________________________________________________________
 JJ0764* NAD 83(1992)-  38 48 16.57796(N)    102 25 42.64815(W)     ADJUSTED  
 JJ0764* NAVD 88     -      1348.     (meters)    4423.     (feet)  SCALED    
 JJ0764  ___________________________________________________________________
 JJ0764  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 JJ0764  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 JJ0764
 JJ0764  HORZ ORDER  -  THIRD
 JJ0764
 JJ0764.The horizontal coordinates were established by classical geodetic methods
 JJ0764.and adjusted by the National Geodetic Survey in January 1993..
 JJ0764
 JJ0764.The orthometric height was scaled from a topographic map.
 JJ0764
 JJ0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0764
 JJ0764.The geoid height was determined by GEOID03.
 JJ0764
 JJ0764;                    North         East     Units Scale Factor Converg.
 JJ0764;SPC CO C     -   417,128.139 1,181,139.546   MT  0.99994922   +1 56 13.8
 JJ0764;SPC CO C     - 1,368,527.90  3,875,121.99   sFT  0.99994922   +1 56 13.8
 JJ0764;UTM  13      - 4,298,235.083   723,296.918   MT  1.00021404   +1 36 43.7
 JJ0764
 JJ0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0764!SPC CO C     -   0.99979219  x   0.99994922  =   0.99974142
 JJ0764!UTM  13      -   0.99979219  x   1.00021404  =   1.00000618
 JJ0764
 JJ0764:                Primary Azimuth Mark                     Grid Az
 JJ0764:SPC CO C     -  ASCALON AZ MK                            022 35 45.7
 JJ0764:UTM  13      -  ASCALON AZ MK                            022 55 15.8
 JJ0764
 JJ0764|---------------------------------------------------------------------|
 JJ0764| PID    Reference Object                     Distance      Geod. Az  |
 JJ0764|                                                           dddmmss.s |
 JJ0764| AB3995 ASCALON AZ MK                       APPROX. 0.6 KM 0243159.5 |
 JJ0764| JJ0754 CHEYENNE WELLS GRACE LUTH CH        APPROX. 6.4 KM 0732907.3 |
 JJ0764| JJ0753 CHEYENNE WELLS CATH CH CROSS        APPROX. 6.7 KM 0740044.1 |
 JJ0764| JJ0759 CHEYENNE WELLS LING CO ELEV         APPROX. 7.1 KM 0772017.9 |
 JJ0764| CM8309 ASCALON RM 1                        104.574 METERS 15335     |
 JJ0764| CM8310 ASCALON RM 2                         99.917 METERS 22921     |
 JJ0764| JJ0872 FIRST VIEW RR SID DENVER ELEV       APPROX. 9.9 KM 2775827.2 |
 JJ0764|---------------------------------------------------------------------|
 JJ0764
 JJ0764                          SUPERSEDED SURVEY CONTROL
 JJ0764
 JJ0764  NAD 83(1986)-  38 48 16.57577(N)    102 25 42.64585(W) AD(       ) 3
 JJ0764  NAD 27      -  38 48 16.55852(N)    102 25 40.96392(W) AD(       ) 3
 JJ0764
 JJ0764.Superseded values are not recommended for survey control.
 JJ0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0764.See file dsdata.txt to determine how the superseded data were derived.
 JJ0764
 JJ0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC2329798235(NAD 83)
 JJ0764_MARKER: DS = TRIANGULATION STATION DISK
 JJ0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0764_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JJ0764
 JJ0764  HISTORY     - Date     Condition        Report By
 JJ0764  HISTORY     - 1954     MONUMENTED       CGS
 JJ0764  HISTORY     - 1968     GOOD             CGS
 JJ0764  HISTORY     - 1971     GOOD             USE
 JJ0764
 JJ0764                          STATION DESCRIPTION
 JJ0764
 JJ0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0764'THE STATION IS LOCATED ON HIGH GROUND IN A FIELD OWNED BY MR.
 JJ0764'BURGARD.  IT IS ABOUT 4 MILES AIRLINE WEST-SOUTHWEST OF CHEYENNE
 JJ0764'WELLS, 7 MILES AIRLINE EAST OF FIRST VIEW, AND 0.4 MILE AIRLINE
 JJ0764'SOUTH OF U.S. HIGHWAY 40.
 JJ0764'
 JJ0764'TO REACH FROM THE U.S. POST OFFICE IN FIRST VIEW, GO EAST ON
 JJ0764'U.S. HIGHWAY 40 FOR 6.1 MILES TO A SIDE ROAD RIGHT AND THE AZIMUTH
 JJ0764'MARK ON THE LEFT.  TURN RIGHT AND GO SOUTH FOR 0.4 MILE TO THE
 JJ0764'DRIVEWAY OF MR. BURGARDS FARMYARD.  TURN RIGHT AND GO WEST FOR
 JJ0764'0.1 MILE, PASSING ALONG THE NORTH SIDE OF THE HOUSE AND THROUGH
 JJ0764'THE FARMYARD, TO A WIRE GATE AT THE WEST SIDE OF THE FARMYARD.
 JJ0764'PASS THROUGH THE GATE AND GO NORTHWEST FOR 0.1 MILE TO THE
 JJ0764'HIGHEST POINT AND THE STATION.
 JJ0764'
 JJ0764'THE STATION MARK IS A STANDARD DISK STAMPED ASCALON 1954, SET IN
 JJ0764'THE TOP OF A 12-INCH-SQUARE CONCRETE CYLINDER THAT IS 14 INCHES
 JJ0764'BELOW GROUND SURFACE.  IT IS 255 FEET NORTH OF A FENCE LINE AND
 JJ0764'4.5 FEET NORTH OF A WITNESS POST.
 JJ0764'
 JJ0764'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ASCALON NO
 JJ0764'1 1954, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT
 JJ0764'PROJECTS 4 INCHES.  IT IS 136 FEET WEST OF A FENCE CORNER, 1
 JJ0764'FOOT NORTH OF A FENCE LINE, AND ABOUT 1 FOOT LOWER THAN THE
 JJ0764'STATION.
 JJ0764'
 JJ0764'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ASCALON NO
 JJ0764'2 1954, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT
 JJ0764'PROJECTS 5 INCHES.  IT IS 120 FEET EAST OF A FENCE CORNER,
 JJ0764'1 FOOT NORTH OF A FENCE LINE, AND ABOUT 3 FEET LOWER THAN THE
 JJ0764'STATION.
 JJ0764'
 JJ0764'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ASCALON 1954, SET IN
 JJ0764'THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 JJ0764'INCHES.  IT IS LOCATED IN A FENCE CORNER, 177 FEET NORTH OF THE
 JJ0764'CENTER LINE OF U.S. HIGHWAY 40, 46 FEET SOUTH OF THE SOUTH RAIL
 JJ0764'OF THE UNION PACIFIC RAILROAD, 10 FEET EAST-SOUTHEAST OF A GATE
 JJ0764'POST, AND 4.5 FEET SOUTHWEST OF A FENCE CORNER POST.
 JJ0764
 JJ0764                          STATION RECOVERY (1968)
 JJ0764
 JJ0764'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JJ0764'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JJ0764'AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 JJ0764'FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR
 JJ0764'RECOVERY.
 JJ0764'
 JJ0764'A METAL WITNESS POST WAS SET 1.5 FEET NORTH OF THE AZIMUTH MARK.
 JJ0764'
 JJ0764'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4 MILES
 JJ0764'WSW OF CHEYENNE WELLS.
 JJ0764
 JJ0764                          STATION RECOVERY (1971)
 JJ0764
 JJ0764'RECOVERY NOTE BY US ENGINEERS 1971 (M)
 JJ0764'STATION, RM 1, AND RM 2 AND AZIMUTH MARK RECOVERED IN GOOD
 JJ0764'CONDITION.  THE PROPERTY THE STATION IS LOCATED ON IS NOW OWNED
 JJ0764'BY MR CARL EIRING JR.  THERE IS NO LONGER A POST OFFICE IN
 JJ0764'FIRSTVIEW, COLO.
 JJ0764'
 JJ0764'NEW ROUTE DESCRIPTION FOLLOWS--TO REACH THE STATION FROM THE
 JJ0764'INTERSECTION OF U.S. HWY 40 AND A NORTH-SOUTH SECTION ROAD IN THE
 JJ0764'VILLAGE OF FIRSTVIEW, GO EAST ON U.S. HWY 40 FOR 6.0 MILES TO A
 JJ0764'ROAD RIGHT AND THE AZIMUTH MARK ON THE LEFT.  TURN RIGHT (SOUTH)
 JJ0764'FOR 0.4 MILE TO THE DRIVEWAY OF MR. EIRINGS FARMYARD.  TURN RIGHT
 JJ0764'(WEST) FOR 0.1 MILE PASSING ALONG THE NORTH SIDE OF THE HOUSE
 JJ0764'AND THROUGH THE FARMYARD TO A WIRE GATE AT THE WEST SIDE OF THE
 JJ0764'FARMYARD.  PASS THROUGH THE GATE AND GO NORTHWEST FOR 0.1 MILE TO
 JJ0764'THE HIGHEST POINT AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3995 ***********************************************************************
 AB3995  DESIGNATION -  ASCALON AZ MK
 AB3995  PID         -  AB3995
 AB3995  STATE/COUNTY-  CO/CHEYENNE
 AB3995  USGS QUAD   -  CHEYENNE WELLS SW (1982)
 AB3995
 AB3995                         *CURRENT SURVEY CONTROL
 AB3995  ___________________________________________________________________
 AB3995* NAD 83(1992)-  38 48 34.25359(N)    102 25 32.33700(W)     ADJUSTED  
 AB3995* NAVD 88     -      1341.3    (meters)    4401.     (feet)  GPS OBS   
 AB3995  ___________________________________________________________________
 AB3995  X           -  -1,071,050.350 (meters)                     COMP
 AB3995  Y           -  -4,861,039.398 (meters)                     COMP
 AB3995  Z           -   3,976,687.369 (meters)                     COMP
 AB3995  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 AB3995  ELLIP HEIGHT-        1318.45  (meters)          (12/03/02) GPS OBS
 AB3995  GEOID HEIGHT-         -22.78  (meters)                     GEOID03
 AB3995
 AB3995  HORZ ORDER  -  FIRST
 AB3995  ELLP ORDER  -  FOURTH    CLASS II
 AB3995
 AB3995.The horizontal coordinates were established by GPS observations
 AB3995.and adjusted by the National Geodetic Survey in June 1996..
 AB3995
 AB3995.The orthometric height was determined by GPS observations and a
 AB3995.high-resolution geoid model.
 AB3995
 AB3995.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3995
 AB3995.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3995
 AB3995.The ellipsoidal height was determined by GPS observations
 AB3995.and is referenced to NAD 83.
 AB3995
 AB3995.The geoid height was determined by GEOID03.
 AB3995
 AB3995;                    North         East     Units Scale Factor Converg.
 AB3995;SPC CO C     -   417,681.270 1,181,369.747   MT  0.99994878   +1 56 20.3
 AB3995;SPC CO C     - 1,370,342.63  3,875,877.24   sFT  0.99994878   +1 56 20.3
 AB3995;UTM  13      - 4,298,787.045   723,530.315   MT  1.00021532   +1 36 50.8
 AB3995
 AB3995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3995!SPC CO C     -   0.99979318  x   0.99994878  =   0.99974197
 AB3995!UTM  13      -   0.99979318  x   1.00021532  =   1.00000845
 AB3995
 AB3995                          SUPERSEDED SURVEY CONTROL
 AB3995
 AB3995  ELLIP H (06/14/96) 1318.40   (m)                       GP(       ) 1 2
 AB3995
 AB3995.Superseded values are not recommended for survey control.
 AB3995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3995.See file dsdata.txt to determine how the superseded data were derived.
 AB3995
 AB3995_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC2353098787(NAD 83)
 AB3995_MARKER: DZ = AZIMUTH MARK DISK
 AB3995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3995_STAMPING: ASCALON 1954
 AB3995_MARK LOGO: CGS   
 AB3995_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB3995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3995+STABILITY: SURFACE MOTION
 AB3995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3995+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1996
 AB3995
 AB3995  HISTORY     - Date     Condition        Report By
 AB3995  HISTORY     - 1954     MONUMENTED       CGS
 AB3995  HISTORY     - 19960124 GOOD             CODOT
 AB3995
 AB3995                          STATION DESCRIPTION
 AB3995
 AB3995'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (KAW)
 AB3995'THE STATION WILL BE USED DURING A COLORADO HARN DENSIFICATION PROJECT
 AB3995'THE STATION IS LOCATED ABOUT 4 MI (6.4 KM) WEST OF CHEYENNE WELLS AT
 AB3995'US 40 REFERENCE POST 465.9 IN THE NORTHEAST 1/4 OF SECTION 27, T 14 S,
 AB3995'R 45 W, 6TH P.M.  OWNERSHIP-- UNION PACIFIC RAILROAD. TO REACH THE
 AB3995'STATION FROM THE WEST JUNCTION OF US 40 AND US 385 IN CHEYENNE WELLS,
 AB3995'PROCEED WEST ON US 40 FOR 4.6 MI (7.4 KM) TO THE STATION ON THE RIGHT.
 AB3995'THE STATION IS LOCATED NORTH OF THE JUNCTION OF US 40 AND CHEYENNE
 AB3995'COUNTY ROAD 40 ON THE EAST EDGE OF A TURN AROUND. THE STATION IS A
 AB3995'BRASS USCGS AZIMUTH MARK DISK SET IN A CONCRETE POST.  IT IS 56 M
 AB3995'(183.7 FT) NORTH OF THE CENTER OF US 40, 32 M (105.0 FT) NORTH
 AB3995'NORTHWEST OF A GUY WIRE, 21.9 M (71.9 FT) NORTHWEST OF A POWER POLE,
 AB3995'15.8 M (51.8 FT) SOUTH SOUTHWEST OF THE SOUTH RAIL OF THE UNION
 AB3995'PACIFIC RAILROAD TRACK, 10.4 M (34.1 FT) SOUTH OF A STOP AND RAILROAD
 AB3995'CROSSING SIGN, 0.6 M (2.0 FT) WEST OF A COLORADO DEPARTMENT OF
 AB3995'HIGHWAYS (CDOH) FIBERGLASS WITNESS POST, 0.6 M (2.0 FT) EAST OF A CDOH
 AB3995'FIBERGLASS WITNESS POST, AND 0.45 M (1.48 FT) SOUTH OF A METAL USCGS
 AB3995'WITNESS POST AND SIGN. DESCRIPTION BY K A WILLIAMS, CODOT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB7988 ***********************************************************************
 AB7988  DESIGNATION -  ASE ARP 2
 AB7988  PID         -  AB7988
 AB7988  STATE/COUNTY-  CO/PITKIN
 AB7988  USGS QUAD   -  ASPEN (1987)
 AB7988
 AB7988                         *CURRENT SURVEY CONTROL
 AB7988  ___________________________________________________________________
 AB7988* NAD 83(1992)-  39 13 28.41485(N)    106 52 08.76766(W)     ADJUSTED  
 AB7988* NAVD 88     -      2357.1    (meters)    7733.     (feet)  GPS OBS   
 AB7988  ___________________________________________________________________
 AB7988  X           -  -1,436,251.982 (meters)                     COMP
 AB7988  Y           -  -4,736,443.364 (meters)                     COMP
 AB7988  Z           -   4,013,142.334 (meters)                     COMP
 AB7988  LAPLACE CORR-           6.21  (seconds)                    DEFLEC99
 AB7988  ELLIP HEIGHT-        2343.27  (meters)          (01/21/03) GPS OBS
 AB7988  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 AB7988
 AB7988  HORZ ORDER  -  THIRD
 AB7988  ELLP ORDER  -  FOURTH    CLASS I
 AB7988
 AB7988.This mark is at Aspen-Pitkin Co-Sardy Fld Airport (ASE)
 AB7988
 AB7988.The horizontal coordinates were established by GPS observations
 AB7988.and adjusted by the National Geodetic Survey in December 2000..
 AB7988
 AB7988.The orthometric height was determined by GPS observations and a
 AB7988.high-resolution geoid model.
 AB7988
 AB7988.Photographs are available for this station.
 AB7988
 AB7988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7988
 AB7988.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB7988
 AB7988.The ellipsoidal height was determined by GPS observations
 AB7988.and is referenced to NAD 83.
 AB7988
 AB7988.The geoid height was determined by GEOID03.
 AB7988
 AB7988;                    North         East     Units Scale Factor Converg.
 AB7988;SPC CO C     -   460,128.086   796,189.014   MT  0.99993823   -0 51 48.5
 AB7988;SPC CO C     - 1,509,603.56  2,612,163.46   sFT  0.99993823   -0 51 48.5
 AB7988;UTM  13      - 4,343,361.171   338,658.213   MT  0.99992052   -1 10 55.9
 AB7988
 AB7988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7988!SPC CO C     -   0.99963249  x   0.99993823  =   0.99957075
 AB7988!UTM  13      -   0.99963249  x   0.99992052  =   0.99955304
 AB7988
 AB7988|---------------------------------------------------------------------|
 AB7988| PID    Reference Object                     Distance      Geod. Az  |
 AB7988|                                                           dddmmss.s |
 AB7988| AI5941 ASE F                               229.821 METERS 19459     |
 AB7988|---------------------------------------------------------------------|
 AB7988
 AB7988                          SUPERSEDED SURVEY CONTROL
 AB7988
 AB7988  ELLIP H (12/04/00) 2343.30   (m)                       GP(       ) 4 1
 AB7988
 AB7988.Superseded values are not recommended for survey control.
 AB7988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7988.See file dsdata.txt to determine how the superseded data were derived.
 AB7988
 AB7988_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD3865843361(NAD 83)
 AB7988_MARKER: DD = SURVEY DISK
 AB7988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7988_STAMPING: ASE ARP 2 1976
 AB7988_MARK LOGO: NOS   
 AB7988_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7988+STABILITY: SURFACE MOTION
 AB7988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7988+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2000
 AB7988
 AB7988  HISTORY     - Date     Condition        Report By
 AB7988  HISTORY     - 1976     MONUMENTED       NOS
 AB7988  HISTORY     - 19930615 GOOD             NGS
 AB7988  HISTORY     - 20001016 GOOD             NGS
 AB7988
 AB7988                          STATION DESCRIPTION
 AB7988
 AB7988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AB7988'STATION IS LOCATED ABOUT MIDFIELD IN THE GRASS ISLAND FORMED BY THE
 AB7988'RUNWAY, THE PARALLEL TAXIWAY, AND THE TWO CONNECTOR TAXIWAYS SOUTH OF
 AB7988'THE CONTROL TOWER.  IT IS 86.1 FT (26.2 M) W OF W EDGE OF PARALLEL
 AB7988'TAXIWAY, 84.4 FT (25.7 M) SE OF SECOND RUNWAY LIGHT SOUTH OF THE
 AB7988'TAXIWAY LEADING TO THE CONTROL TOWER, ABOUT 69 FT (21.0 M) S OF THE
 AB7988'LINE BETWEEN THE SECOND RUNWAY LIGHTS, ABOUT 12 FT (3.7 M) S OF S EDGE
 AB7988'OF HANGAR EXTENDED AND 2.7 FT (0.8 M) E OF THE SHAFT OF AP 1971 WHICH
 AB7988'IS VISIBLE IN A RED BOULDER PROJECTING ABOUT TWO INCHES. STATION IS A
 AB7988'STANDARD NOS DISK STAMPED ARP 2 ASE 1976 SET IN THE TOP OF A CONCRETE
 AB7988'POST ABOUT TWO INCHES BELOW GROUND SURFACE.
 AB7988
 AB7988                          STATION RECOVERY (2000)
 AB7988
 AB7988'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DAH)
 AB7988'THE STATION IS LOCATED 5.8 KM (3.60 MI) NORTHWEST OF ASPENAT THE
 AB7988'ASPEN-PITKIN COUNTY AIRPORT (SARDY FIELD) , NEAR MIDFIELD, ACROSS THE
 AB7988'APRON FROM AND IN LINE WITH THE SOUTHEAST WALL OF A LARGE HANGAR,
 AB7988'SOUTHWEST OF TAXI A2 AND IN GRASS BETWEEN THE RUNWAY AND THE PARALLEL
 AB7988'TAXI.  OWNERSHIP--ASPEN-PITKIN COUNTY AIRPORT, 0233 AIRPORT ROAD, E
 AB7988'CONCOURSE, SUITE A, ASPEN, CO 81611.  CONTACT AIRPORT MANAGER AND
 AB7988'OPERATIONS OFFICER AT LEAST ONE DAY IN ADVANCE FOR PERMISSION TO
 AB7988'OCCUPY THIS STATION AND ACCESS THROUGH LOCKED GATES.  PHONE
 AB7988'970-920-5384.  TO REACH FROM THE JUNCTION OF STATE HIGHWAY 82 AND OWL
 AB7988'CREEK ROAD NEAR THE SOUTH END OF THE AIRPORT, GO NORTHWEST ON OWL
 AB7988'CREEK ROAD FOR 1.4 KM (0.85 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT,
 AB7988'EAST-NORTHEAST TO A LOCKED GATE.  PASS THROUGH THE GATE, NORTHEAST,
 AB7988'ON A TRACK ROAD FOR 1.3 KM (0.80 MI) TO A TRACK ROAD RIGHT.  TURN
 AB7988'RIGHT,
 AB7988'SOUTHEAST, ON THE ROAD, CROSSING THE RUNWAY FOR 0.3 KM (0.20 MI) TO
 AB7988'CONNECTOR TAXI A2 AND THE STATION ON THE RIGHT.  THE STATION IS SET IN
 AB7988'THE
 AB7988'TOP OF A 30 CM ROUND CONCRETE POST RECESSED 5 CM BELOW THE GROUND.  IT
 AB7988'IS 105.5 M (346.1 FT) SOUTH-SOUTHWEST OF THE EDGE OF THE CONNECTOR
 AB7988'TAXI,
 AB7988'102.8 M (337.3 FT) WEST-NORTHWEST OF THE WEST CORNER OF A LARGE
 AB7988'HANGAR,
 AB7988'73.5 M (241.1 FT) SOUTH-SOUTHWEST OF A WINDSOCK, 26.3 M (86.3 FT)
 AB7988'WEST-NORTHWEST OF THE EDGE OF THE PARALLEL TAXI, AND 17.6 M (57.7 FT)
 AB7988'EAST-SOUTHEAST OF THE RUNWAY EDGE.
 AB7988'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8637 ***********************************************************************
 AC8637  DESIGNATION -  ASE C
 AC8637  PID         -  AC8637
 AC8637  STATE/COUNTY-  CO/PITKIN
 AC8637  USGS QUAD   -  ASPEN (1987)
 AC8637
 AC8637                         *CURRENT SURVEY CONTROL
 AC8637  ___________________________________________________________________
 AC8637* NAD 83(1992)-  39 13 21.21528(N)    106 52 11.24168(W)     ADJUSTED  
 AC8637* NAVD 88     -      2367.4    (meters)    7767.     (feet)  GPS OBS   
 AC8637  ___________________________________________________________________
 AC8637  X           -  -1,436,351.873 (meters)                     COMP
 AC8637  Y           -  -4,736,568.200 (meters)                     COMP
 AC8637  Z           -   4,012,976.803 (meters)                     COMP
 AC8637  LAPLACE CORR-           5.87  (seconds)                    DEFLEC99
 AC8637  ELLIP HEIGHT-        2353.60  (meters)          (12/03/02) GPS OBS
 AC8637  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 AC8637
 AC8637  HORZ ORDER  -  FIRST
 AC8637  ELLP ORDER  -  FOURTH    CLASS II
 AC8637
 AC8637.This mark is at Aspen-Pitkin Co-Sardy Fld Airport (ASE)
 AC8637
 AC8637.The horizontal coordinates were established by GPS observations
 AC8637.and adjusted by the National Geodetic Survey in May 1997..
 AC8637
 AC8637.The orthometric height was determined by GPS observations and a
 AC8637.high-resolution geoid model.
 AC8637
 AC8637.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8637
 AC8637.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8637
 AC8637.The ellipsoidal height was determined by GPS observations
 AC8637.and is referenced to NAD 83.
 AC8637
 AC8637.The geoid height was determined by GEOID03.
 AC8637
 AC8637;                    North         East     Units Scale Factor Converg.
 AC8637;SPC CO C     -   459,906.993   796,126.333   MT  0.99993815   -0 51 50.1
 AC8637;SPC CO C     - 1,508,878.19  2,611,957.81   sFT  0.99993815   -0 51 50.1
 AC8637;UTM  13      - 4,343,140.435   338,594.304   MT  0.99992078   -1 10 57.3
 AC8637
 AC8637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8637!SPC CO C     -   0.99963087  x   0.99993815  =   0.99956905
 AC8637!UTM  13      -   0.99963087  x   0.99992078  =   0.99955168
 AC8637
 AC8637                          SUPERSEDED SURVEY CONTROL
 AC8637
 AC8637  ELLIP H (05/14/97) 2353.66   (m)                       GP(       ) 3 2
 AC8637
 AC8637.Superseded values are not recommended for survey control.
 AC8637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8637.See file dsdata.txt to determine how the superseded data were derived.
 AC8637
 AC8637_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD3859443140(NAD 83)
 AC8637_MARKER: I = METAL ROD
 AC8637_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC8637_STAMPING: ASE C 1995
 AC8637_MARK LOGO: NGS   
 AC8637_PROJECTION: FLUSH
 AC8637_MAGNETIC: I = MARKER IS A STEEL ROD
 AC8637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC8637+STABILITY: POSITION/ELEVATION WELL
 AC8637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8637+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC8637_ROD/PIPE-DEPTH: 3.4  meters
 AC8637_SLEEVE-DEPTH  : 0.9 meters
 AC8637
 AC8637  HISTORY     - Date     Condition        Report By
 AC8637  HISTORY     - 1995     MONUMENTED       NGS
 AC8637
 AC8637                          STATION DESCRIPTION
 AC8637
 AC8637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 AC8637'THE STATION IS LOCATED AT THE ASPEN AIRPORT (SARDY FIELD) , ABOUT 3.6
 AC8637'MI (5.8 KM) NORTHWEST OF ASPEN, IN THE SOUTHWEST 1/4 OF SECTION 34, T
 AC8637'9 S, R 85 W, ABOUT 0.3 MI (0.5 KM) WEST OF STATE HIGHWAY 82 MILEPOST
 AC8637'37.2.  OWNERSHIP--ASPEN/PITKIN COUNTY AIRPORT, 0233 AIRPORT ROAD, E.
 AC8637'CONCOURSE, SUITE A, ASPEN, CO 81611.  TELEPHONE 970-920-5388 OR FAX AT
 AC8637'970-920-5378 TO REACH THE STATION, CONTACT THE OPERATIONS OFFICER AT
 AC8637'THE AIRPORT A DAY OR TWO BEFORE TO SCHEDULE AN ESCORT TO THE STATION.
 AC8637'THE STATION IS ABOUT 0.1 MI (0.2 KM) WEST OF THE ASPEN AVIATION
 AC8637'BUILDING ON TOP OF A FILL AREA TO THE WEST OF THE RUNWAY.  THE STATION
 AC8637'IS A PUNCH MARK TOP CENTER OF A STAINLESS STEEL ROD IN A 1-INCH GREASE
 AC8637'FILLED PVC PIPE ENCASED IN A 5-INCH PVC PIPE WITH LOGO LID SET IN A
 AC8637'0.7 M (2.3 FT) CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 55.0 M
 AC8637'(180.4 FT) EAST OF AN ELECTRIC FENCE, 25.8 M (84.6 FT) SLOPE TAPED
 AC8637'WEST-SOUTHWEST OF THE CENTER OF A DIRT ROAD, 23.0 M (75.5 FT)
 AC8637'SOUTH-SOUTHEAST OF THE EXTENDED CENTER LINE OF A3 EXIT OF THE RUNWAY
 AC8637'TO THE TAXIWAY, 4.7 M (15.4 FT) WEST-SOUTHWEST OF THE EDGE OF THE
 AC8637'FILL, 1.7 M (5.6 FT) SOUTH OF A WITNESS POST, 1.2 M (3.9 FT) NORTHWEST
 AC8637'OF A WITNESS POST, ABOUT 95 M (311.7 FT) WEST OF THE CENTER LINE OF
 AC8637'THE RUNWAY AND ABOUT 6 M (19.7 FT) ABOVE THE RUNWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5942 ***********************************************************************
 AI5942  SACS        -  This is a Secondary Airport Control Station.
 AI5942  DESIGNATION -  ASE D
 AI5942  PID         -  AI5942
 AI5942  STATE/COUNTY-  CO/PITKIN
 AI5942  USGS QUAD   -  ASPEN (1987)
 AI5942
 AI5942                         *CURRENT SURVEY CONTROL
 AI5942  ___________________________________________________________________
 AI5942* NAD 83(1992)-  39 13 45.57887(N)    106 52 22.20177(W)     ADJUSTED  
 AI5942* NAVD 88     -      2345.88   (meters)    7696.4    (feet)  GPS OBS   
 AI5942  ___________________________________________________________________
 AI5942  X           -  -1,436,460.752 (meters)                     COMP
 AI5942  Y           -  -4,736,021.054 (meters)                     COMP
 AI5942  Z           -   4,013,545.431 (meters)                     COMP
 AI5942  LAPLACE CORR-           6.46  (seconds)                    DEFLEC99
 AI5942  ELLIP HEIGHT-        2332.06  (meters)          (10/21/02) GPS OBS
 AI5942  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 AI5942
 AI5942  HORZ ORDER  -  FIRST
 AI5942  ELLP ORDER  -  FIFTH     CLASS I
 AI5942
 AI5942.This mark is at Aspen-Pitkin Co-Sardy Fld Airport (ASE)
 AI5942
 AI5942.The horizontal coordinates were established by GPS observations
 AI5942.and adjusted by the National Geodetic Survey in June 2000..
 AI5942
 AI5942.The orthometric height was determined by GPS observations and a
 AI5942.high-resolution geoid model.
 AI5942
 AI5942.GPS derived orthometric heights for airport stations designated as
 AI5942.PACS or SACS are published to 2 decimal places.  This maintains
 AI5942.centimeter relative accuracy between the PACS and SACS.  It does
 AI5942.not indicate centimeter accuracy relative to other marks which are
 AI5942.part of the NAVD 88 network.
 AI5942
 AI5942.Photographs are available for this station.
 AI5942
 AI5942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5942
 AI5942.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5942
 AI5942.The ellipsoidal height was determined by GPS observations
 AI5942.and is referenced to NAD 83.
 AI5942
 AI5942.The geoid height was determined by GEOID03.
 AI5942
 AI5942;                    North         East     Units Scale Factor Converg.
 AI5942;SPC CO C     -   460,662.174   795,874.829   MT  0.99993841   -0 51 57.0
 AI5942;SPC CO C     - 1,511,355.82  2,611,132.67   sFT  0.99993841   -0 51 57.0
 AI5942;UTM  13      - 4,343,896.990   338,347.010   MT  0.99992176   -1 11 04.9
 AI5942
 AI5942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5942!SPC CO C     -   0.99963425  x   0.99993841  =   0.99957268
 AI5942!UTM  13      -   0.99963425  x   0.99992176  =   0.99955604
 AI5942
 AI5942                          SUPERSEDED SURVEY CONTROL
 AI5942
 AI5942  ELLIP H (06/30/00) 2332.09   (m)                       GP(       ) 1 1
 AI5942
 AI5942.Superseded values are not recommended for survey control.
 AI5942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5942.See file dsdata.txt to determine how the superseded data were derived.
 AI5942
 AI5942_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD3834743897(NAD 83)
 AI5942_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5942_STAMPING: ASE D 1999
 AI5942_MARK LOGO: NGS   
 AI5942_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5942+STABILITY: SURFACE MOTION
 AI5942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5942+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2000
 AI5942
 AI5942  HISTORY     - Date     Condition        Report By
 AI5942  HISTORY     - 1999     MONUMENTED       NGS
 AI5942  HISTORY     - 20001016 GOOD             NGS
 AI5942
 AI5942                          STATION DESCRIPTION
 AI5942
 AI5942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5942'THE STATION IS LOCATED ABOUT 3.6 MI (5.8 KM) NORTHWEST OF ASPEN AT THE
 AI5942'ASPEN-PITKIN COUNTY AIRPORT, IN THE NORTHWEST 1/4 OF SECTION 34, T 9
 AI5942'S, R 85 W.  ACCESS TO THE AIRPORT IS CONTROLLED.  PERMISSION TO USE
 AI5942'THIS STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER.
 AI5942'OWNERSHIP--ASPEN-PITKIN COUNTY AIRPORT, 0233 AIRPORT ROAD,
 AI5942'E.CONCOURSE, SUITE A, ASPEN, CO 81611.  CONTACT OPERATIONS OFFICER A
 AI5942'DAY OR TWO BEFORE ARRIVAL AT 970-920-5384
 AI5942'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 82 AND OWL
 AI5942'CREEK ROAD AT THE SOUTH END OF THE AIRPORT, GO NORTHWEST ON OWL CREEK
 AI5942'ROAD FOR 0.9 MI (1.4 KM) TO A SIDE ROAD RIGHT.  TURN RIGHT,
 AI5942'EAST-NORTHEAST, TO A LOCKED GATE.  CONTACT THE OPERATIONS MANAGER
 AI5942'BEFORE GOING TO THE FLIGHT OPERATIONS AREA.  PASS THROUGH THE GATE,
 AI5942'FOLLOWING THE TRACK ROAD 0.1 MI (0.2 KM) T-INTERSECTION.  TURN LEFT,
 AI5942'NORTH-NORTHWEST, ON A TRACK ROAD FOR 0.5 MI (0.8 KM) TO THE STATION ON
 AI5942'THE LEFT AND OPPOSITE A SIGN 1/6 AND THE WEATHER STATION
 AI5942'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 AI5942'POST FLUSH WITH THE GROUND.  IT IS 72.2 M (236.9 FT) EAST FROM THE
 AI5942'BOUNDARY FENCE, 69.3 M (227.4 FT) WEST FROM THE EDGE OF PAVEMENT FOR
 AI5942'THE RUNWAY, 61.5 M (201.8 FT) WEST FROM TOP CENTER OF SIGN 1/6, 48.3 M
 AI5942'(158.5 FT) NORTHWEST FROM A DRAINAGE DITCH AT A CULVERT AND 1.0 M (3.3
 AI5942'FT) EAST FROM A WITNESS POST.  THIS STATION IS DESIGNATED A SECONDARY
 AI5942'AIRPORT CONTROL STATION FOR THE ANA PROJECT.
 AI5942
 AI5942                          STATION RECOVERY (2000)
 AI5942
 AI5942'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DAH)
 AI5942'RECOVERED AS DESCRIBED.
 AI5942'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5943 ***********************************************************************
 AI5943  SACS        -  This is a Secondary Airport Control Station.
 AI5943  DESIGNATION -  ASE E
 AI5943  PID         -  AI5943
 AI5943  STATE/COUNTY-  CO/PITKIN
 AI5943  USGS QUAD   -  ASPEN (1987)
 AI5943
 AI5943                         *CURRENT SURVEY CONTROL
 AI5943  ___________________________________________________________________
 AI5943* NAD 83(1992)-  39 12 55.98568(N)    106 51 58.46792(W)     ADJUSTED  
 AI5943* NAVD 88     -      2381.38   (meters)    7812.9    (feet)  GPS OBS   
 AI5943  ___________________________________________________________________
 AI5943  X           -  -1,436,204.471 (meters)                     COMP
 AI5943  Y           -  -4,737,138.479 (meters)                     COMP
 AI5943  Z           -   4,012,382.642 (meters)                     COMP
 AI5943  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 AI5943  ELLIP HEIGHT-        2367.59  (meters)          (10/21/02) GPS OBS
 AI5943  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 AI5943
 AI5943  HORZ ORDER  -  FIRST
 AI5943  ELLP ORDER  -  FIFTH     CLASS I
 AI5943
 AI5943.This mark is at Aspen-Pitkin Co-Sardy Fld Airport (ASE)
 AI5943
 AI5943.The horizontal coordinates were established by GPS observations
 AI5943.and adjusted by the National Geodetic Survey in June 2000..
 AI5943
 AI5943.The orthometric height was determined by GPS observations and a
 AI5943.high-resolution geoid model.
 AI5943
 AI5943.GPS derived orthometric heights for airport stations designated as
 AI5943.PACS or SACS are published to 2 decimal places.  This maintains
 AI5943.centimeter relative accuracy between the PACS and SACS.  It does
 AI5943.not indicate centimeter accuracy relative to other marks which are
 AI5943.part of the NAVD 88 network.
 AI5943
 AI5943.Photographs are available for this station.
 AI5943
 AI5943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5943
 AI5943.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5943
 AI5943.The ellipsoidal height was determined by GPS observations
 AI5943.and is referenced to NAD 83.
 AI5943
 AI5943.The geoid height was determined by GEOID03.
 AI5943
 AI5943;                    North         East     Units Scale Factor Converg.
 AI5943;SPC CO C     -   459,124.465   796,420.988   MT  0.99993790   -0 51 42.0
 AI5943;SPC CO C     - 1,506,310.85  2,612,924.52   sFT  0.99993790   -0 51 42.0
 AI5943;UTM  13      - 4,342,356.294   338,884.598   MT  0.99991963   -1 10 48.6
 AI5943
 AI5943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5943!SPC CO C     -   0.99962868  x   0.99993790  =   0.99956660
 AI5943!UTM  13      -   0.99962868  x   0.99991963  =   0.99954834
 AI5943
 AI5943                          SUPERSEDED SURVEY CONTROL
 AI5943
 AI5943  ELLIP H (06/30/00) 2367.62   (m)                       GP(       ) 1 1
 AI5943
 AI5943.Superseded values are not recommended for survey control.
 AI5943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5943.See file dsdata.txt to determine how the superseded data were derived.
 AI5943
 AI5943_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD3888542356(NAD 83)
 AI5943_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5943_STAMPING: ASE E 1999
 AI5943_MARK LOGO: NOS   
 AI5943_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5943+STABILITY: SURFACE MOTION
 AI5943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5943+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2000
 AI5943
 AI5943  HISTORY     - Date     Condition        Report By
 AI5943  HISTORY     - 1999     MONUMENTED       NGS
 AI5943  HISTORY     - 20001016 GOOD             NGS
 AI5943
 AI5943                          STATION DESCRIPTION
 AI5943
 AI5943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5943'THE STATION IS LOCATED ABOUT 3.6 MI (5.8 KM) NORTHWEST OF ASPEN AT THE
 AI5943'ASPEN-PITKIN COUNTY AIRPORT, IN THE NORTHEAST 1/4 OF SECTION 3, T 10
 AI5943'S, R 85 W.  ACCESS TO THE AIRPORT IS CONTROLLED.  PERMISSION TO USE
 AI5943'THIS STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER.
 AI5943'OWNERSHIP--ASPEN-PITKIN COUNTY AIRPORT, 0233 AIRPORT ROAD,
 AI5943'E.CONCOURSE, SUITE A, ASPEN, CO 81611.  CONTACT OPERATIONS OFFICER A
 AI5943'DAY OR TWO BEFORE ARRIVAL AT 970-920-5384
 AI5943'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 82 AND OWL
 AI5943'CREEK ROAD AT THE SOUTH END OF THE AIRPORT, GO NORTHWEST ON OWL CREEK
 AI5943'ROAD FOR 0.9 MI (1.4 KM) TO A SIDE ROAD RIGHT.  TURN RIGHT,
 AI5943'EAST-NORTHEAST, TO A LOCKED GATE.  CONTACT THE OPERATIONS MANAGER
 AI5943'BEFORE GOING TO THE FLIGHT OPERATIONS AREA.  PASS THROUGH THE GATE,
 AI5943'FOLLOWING THE TRACK ROAD 0.1 MI (0.2 KM) T-INTERSECTION.  TURN RIGHT,
 AI5943'SOUTH-SOUTHEAST, FOR 0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT ON A
 AI5943'HILLSIDE
 AI5943'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 AI5943'POST FLUSH WITH THE GROUND.  IT IS 68.3 M (224.1 FT) WEST FROM THE
 AI5943'FOURTH ORANGE AND WHITE RUNWAY LIGHT FROM THE END OF RUNWAY 33, 67.7 M
 AI5943'(222.1 FT) SOUTHWEST FROM THE WEST EDGE OF PAVEMENT OF THE RUNWAY,
 AI5943'14.0 M (45.9 FT) NORTH-NORTHEAST FROM AN ANGLE IN A IRRIGATION DITCH,
 AI5943'12.6 M (41.3 FT) SOUTHWEST FROM THE TRACK ROAD, 0.8 M (2.6 FT)
 AI5943'NORTHEAST FROM A WITNESS POST AND ABOUT 2 M (6.6 FT) ABOVE THE RUNWAY.
 AI5943'THIS STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION FOR THE
 AI5943'ANA PROJECT.
 AI5943
 AI5943                          STATION RECOVERY (2000)
 AI5943
 AI5943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DAH)
 AI5943'RECOVERED AS DESCRIBED.
 AI5943'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5941 ***********************************************************************
 AI5941  PACS        -  This is a Primary Airport Control Station.
 AI5941  DESIGNATION -  ASE F
 AI5941  PID         -  AI5941
 AI5941  STATE/COUNTY-  CO/PITKIN
 AI5941  USGS QUAD   -  ASPEN (1987)
 AI5941
 AI5941                         *CURRENT SURVEY CONTROL
 AI5941  ___________________________________________________________________
 AI5941* NAD 83(1992)-  39 13 21.21584(N)    106 52 11.24440(W)     ADJUSTED  
 AI5941* NAVD 88     -      2367.45   (meters)    7767.2    (feet)  GPS OBS   
 AI5941  ___________________________________________________________________
 AI5941  X           -  -1,436,351.943 (meters)                     COMP
 AI5941  Y           -  -4,736,568.208 (meters)                     COMP
 AI5941  Z           -   4,012,976.848 (meters)                     COMP
 AI5941  LAPLACE CORR-           5.87  (seconds)                    DEFLEC99
 AI5941  ELLIP HEIGHT-        2353.65  (meters)          (10/21/02) GPS OBS
 AI5941  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 AI5941
 AI5941  HORZ ORDER  -  B
 AI5941  ELLP ORDER  -  FIFTH     CLASS I
 AI5941
 AI5941.This mark is at Aspen-Pitkin Co-Sardy Fld Airport (ASE)
 AI5941
 AI5941.The horizontal coordinates were established by GPS observations
 AI5941.and adjusted by the National Geodetic Survey in June 2000..
 AI5941
 AI5941.The orthometric height was determined by GPS observations and a
 AI5941.high-resolution geoid model.
 AI5941
 AI5941.GPS derived orthometric heights for airport stations designated as
 AI5941.PACS or SACS are published to 2 decimal places.  This maintains
 AI5941.centimeter relative accuracy between the PACS and SACS.  It does
 AI5941.not indicate centimeter accuracy relative to other marks which are
 AI5941.part of the NAVD 88 network.
 AI5941
 AI5941.Photographs are available for this station.
 AI5941
 AI5941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5941
 AI5941.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5941
 AI5941.The ellipsoidal height was determined by GPS observations
 AI5941.and is referenced to NAD 83.
 AI5941
 AI5941.The geoid height was determined by GEOID03.
 AI5941
 AI5941;                    North         East     Units Scale Factor Converg.
 AI5941;SPC CO C     -   459,907.011   796,126.268   MT  0.99993815   -0 51 50.1
 AI5941;SPC CO C     - 1,508,878.25  2,611,957.60   sFT  0.99993815   -0 51 50.1
 AI5941;UTM  13      - 4,343,140.453   338,594.240   MT  0.99992078   -1 10 57.3
 AI5941
 AI5941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5941!SPC CO C     -   0.99963087  x   0.99993815  =   0.99956904
 AI5941!UTM  13      -   0.99963087  x   0.99992078  =   0.99955168
 AI5941
 AI5941|---------------------------------------------------------------------|
 AI5941| PID    Reference Object                     Distance      Geod. Az  |
 AI5941|                                                           dddmmss.s |
 AI5941| AB7988 ASE ARP 2                           229.821 METERS 01459     |
 AI5941|---------------------------------------------------------------------|
 AI5941
 AI5941                          SUPERSEDED SURVEY CONTROL
 AI5941
 AI5941  ELLIP H (06/30/00) 2353.68   (m)                       GP(       ) 1 1
 AI5941
 AI5941.Superseded values are not recommended for survey control.
 AI5941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5941.See file dsdata.txt to determine how the superseded data were derived.
 AI5941
 AI5941_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD3859443140(NAD 83)
 AI5941_MARKER: I = METAL ROD
 AI5941_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI5941_STAMPING: ASE F 1999
 AI5941_MARK LOGO: NOS   
 AI5941_PROJECTION: FLUSH
 AI5941_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5941+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2001
 AI5941_ROD/PIPE-DEPTH: 5.50 meters
 AI5941_SLEEVE-DEPTH  : 0.90 meters
 AI5941
 AI5941  HISTORY     - Date     Condition        Report By
 AI5941  HISTORY     - 1999     MONUMENTED       NGS
 AI5941  HISTORY     - 20001016 GOOD             NGS
 AI5941  HISTORY     - 20011113 GOOD             INDIV
 AI5941
 AI5941                          STATION DESCRIPTION
 AI5941
 AI5941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5941'THE STATION IS LOCATED ABOUT 3.6 MI (5.8 KM) NORTHWEST OF ASPEN AT THE
 AI5941'ASPEN-PITKIN COUNTY AIRPORT, IN THE SOUTHWEST 1/4 OF SECTION 34, T 9
 AI5941'S, R 85 W, ABOUT 0.3 MI (0.5 KM) WEST OF STATE HIGHWAY 82 MILEPOST
 AI5941'37.2.  ACCESS TO THE AIRPORT IS CONTROLLED.  PERMISSION TO USE THIS
 AI5941'STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER.
 AI5941'OWNERSHIP--ASPEN-PITKIN COUNTY AIRPORT, 0233 AIRPORT ROAD,
 AI5941'E.CONCOURSE, SUITE A, ASPEN, CO 81611.  CONTACT OPERATIONS OFFICER A
 AI5941'DAY OR TWO BEFORE ARRIVAL AT 970-920-5384
 AI5941'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 82 AND OWL
 AI5941'CREEK ROAD AT THE SOUTH END OF THE AIRPORT, GO NORTHWEST ON OWL CREEK
 AI5941'ROAD FOR 0.9 MI (1.4 KM) TO A SIDE ROAD RIGHT.  TURN RIGHT,
 AI5941'EAST-NORTHEAST, TO A LOCKED GATE.  CONTACT THE OPERATIONS MANAGER
 AI5941'BEFORE GOING TO THE FLIGHT OPERATIONS AREA.  PASS THROUGH THE GATE,
 AI5941'FOLLOWING THE TRACK ROAD 0.05 MI (0.08 KM) TO THE BASE OF A LARGE
 AI5941'WASTE PILE AND PICK A ROAD NORTHEAST, UPHILL TO THE TOP OF THE WASTE
 AI5941'PIPE AND THE STATION AT THE NORTHEAST EDGE OF THE PILE
 AI5941'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 5.5 M (18.0 FT) LONG
 AI5941'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 0.9 M (3.0 FT)
 AI5941'LONG GREASED PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID,
 AI5941'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 55.0 M
 AI5941'(180.4 FT) EAST FROM A ELECTRIC FENCE, 25.8 M (84.6 FT) (SLOPED TAPED)
 AI5941'WEST-SOUTHWEST FROM THE CENTER OF A DIRT ROAD, 23.0 M (75.5 FT)
 AI5941'SOUTH-SOUTHEAST FROM THE EXTENDED CENTER LINE OF RAMP A/3, 4.7 M (15.4
 AI5941'FT) WEST-SOUTHWEST FROM THE EDGE OF THE FILL, 1.7 M (5.6 FT) SOUTH
 AI5941'FROM A WITNESS POST, 1.2 M (3.9 FT) NORTHWEST OF A WITNESS POST, ABOUT
 AI5941'95 M (311.7 FT) WEST FROM THE CENTER LINE OF THE RUNWAY AND ABOUT 6 M
 AI5941'(19.7 FT) ABOVE THE RUNWAY.  THIS STATION IS DESIGNATED A PRIMARY
 AI5941'AIRPORT CONTROL STATION FOR THE ANA PROJECT.
 AI5941
 AI5941                          STATION RECOVERY (2000)
 AI5941
 AI5941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DAH)
 AI5941'RECOVERED AS DESCRIBED.
 AI5941' 
 AI5941'
 AI5941
 AI5941                          STATION RECOVERY (2001)
 AI5941
 AI5941'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (MSJ)
 AI5941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3402 ***********************************************************************
 AA3402  DESIGNATION -  ASHBY
 AA3402  PID         -  AA3402
 AA3402  STATE/COUNTY-  CO/DOUGLAS
 AA3402  USGS QUAD   -  LARKSPUR (1994)
 AA3402
 AA3402                         *CURRENT SURVEY CONTROL
 AA3402  ___________________________________________________________________
 AA3402* NAD 83(1992)-  39 14 38.85954(N)    104 52 42.30804(W)     ADJUSTED  
 AA3402* NAVD 88     -      2023.1    (meters)    6637.     (feet)  GPS OBS   
 AA3402  ___________________________________________________________________
 AA3402  X           -  -1,270,435.534 (meters)                     COMP
 AA3402  Y           -  -4,781,895.503 (meters)                     COMP
 AA3402  Z           -   4,014,612.693 (meters)                     COMP
 AA3402  LAPLACE CORR-          -8.75  (seconds)                    DEFLEC99
 AA3402  ELLIP HEIGHT-        2006.65  (meters)          (12/03/02) GPS OBS
 AA3402  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 AA3402
 AA3402  HORZ ORDER  -  FIRST
 AA3402  ELLP ORDER  -  FOURTH    CLASS II
 AA3402
 AA3402.The horizontal coordinates were established by GPS observations
 AA3402.and adjusted by the National Geodetic Survey in December 1994..
 AA3402
 AA3402.The orthometric height was determined by GPS observations and a
 AA3402.high-resolution geoid model.
 AA3402
 AA3402.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3402
 AA3402.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3402
 AA3402.The ellipsoidal height was determined by GPS observations
 AA3402.and is referenced to NAD 83.
 AA3402
 AA3402.The geoid height was determined by GEOID03.
 AA3402
 AA3402;                    North         East     Units Scale Factor Converg.
 AA3402;SPC CO C     -   461,593.167   968,057.951   MT  0.99993902   +0 23 31.3
 AA3402;SPC CO C     - 1,514,410.25  3,176,036.79   sFT  0.99993902   +0 23 31.3
 AA3402;UTM  13      - 4,343,875.302   510,491.649   MT  0.99960136   +0 04 36.9
 AA3402
 AA3402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3402!SPC CO C     -   0.99968527  x   0.99993902  =   0.99962431
 AA3402!UTM  13      -   0.99968527  x   0.99960136  =   0.99928676
 AA3402
 AA3402                          SUPERSEDED SURVEY CONTROL
 AA3402
 AA3402  ELLIP H (12/14/94) 2006.68   (m)                       GP(       ) 3 1
 AA3402
 AA3402.Superseded values are not recommended for survey control.
 AA3402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3402.See file dsdata.txt to determine how the superseded data were derived.
 AA3402
 AA3402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED1049243875(NAD 83)
 AA3402_MARKER: DD = SURVEY DISK
 AA3402_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA3402_STAMPING: ASHBY
 AA3402_MARK LOGO: DCGIS 
 AA3402_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA3402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3402+STABILITY: SURFACE MOTION
 AA3402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3402+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2004
 AA3402
 AA3402  HISTORY     - Date     Condition        Report By
 AA3402  HISTORY     - 1993     MONUMENTED       MSAM
 AA3402  HISTORY     - 20040315 GOOD             INDIV
 AA3402
 AA3402                          STATION DESCRIPTION
 AA3402
 AA3402'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1993 (KCH)
 AA3402'THE STATION IS LOCATED ABOUT 9.5 MILES (15.3 KM) SOUTH OF CASTLE ROCK,
 AA3402'COLORADO, ON THE EAST SIDE OF INTERSTATE 25, IN SECTION 27, TOWNSHIP 9
 AA3402'SOUTH, RANGE 67 WEST OF THE 6TH P.M., OWNERSHIP-- COLORADO DEPARTMENT
 AA3402'OF TRANSPORTATION. TO REACH THE STATION FROM THE INTERCHANGE OF
 AA3402'INTERSTATE 25 AND SOUTH LAKE GULCH ROAD EXIT 172, EXIT THE HIGHWAY AND
 AA3402'GO TO THE NORTHEAST CORNER OF THE INTERCHANGE, THE STATION IS BY THE
 AA3402'RIGHT OF WAY FENCE. THE STATION IS A BRASS DISK SET IN CONCRETE FLUSH
 AA3402'WITH THE GROUND, MARKED WITH A DOUGLAS COUNTY FIBERGLASS WITNESS POST,
 AA3402'THE STATION IS EAST OF THE NORTH BOUND ON RAMP AND NORTH OF UPPER LAKE
 AA3402'GULCH ROAD, IT IS 112.2 FEET (34.2 M) EAST OF A BRASS SHINNER 22568 ON
 AA3402'A SIGN POST WHERE THE NORTHBOUND ON RAMP AND THE NORTHBOUND LANE OF
 AA3402'I25 JOIN, 12.8 FEET (3.9 M) SOUTH OF A BRASS SHINNER 22568 ON A ANGLE
 AA3402'CORNER FENCE POST, AND 16.9 FEET (5.2 M) NORTHWEST OF A BRASS SHINNER
 AA3402'22568 ON A FENCE POST.
 AA3402
 AA3402                          STATION RECOVERY (2004)
 AA3402
 AA3402'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MGM)
 AA3402'WITNESS POST BARELY EXTENDS ABOVE THREE LARGE CONCRETE BARRIERS PLACED
 AA3402'AROUND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5135 ***********************************************************************
 AC5135  DESIGNATION -  ASHCRAFT
 AC5135  PID         -  AC5135
 AC5135  STATE/COUNTY-  CO/PUEBLO
 AC5135  USGS QUAD   -  DOYLE BRIDGE (1970)
 AC5135
 AC5135                         *CURRENT SURVEY CONTROL
 AC5135  ___________________________________________________________________
 AC5135* NAD 83(1992)-  38 06 05.25285(N)    104 28 57.17215(W)     ADJUSTED  
 AC5135* NAVD 88     -      1500.5    (meters)    4923.     (feet)  GPS OBS   
 AC5135  ___________________________________________________________________
 AC5135  X           -  -1,257,091.116 (meters)                     COMP
 AC5135  Y           -  -4,866,925.819 (meters)                     COMP
 AC5135  Z           -   3,915,225.997 (meters)                     COMP
 AC5135  LAPLACE CORR-          -7.02  (seconds)                    DEFLEC99
 AC5135  ELLIP HEIGHT-        1480.95  (meters)          (12/03/02) GPS OBS
 AC5135  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 AC5135
 AC5135  HORZ ORDER  -  FIRST
 AC5135  ELLP ORDER  -  FOURTH    CLASS II
 AC5135
 AC5135.The horizontal coordinates were established by GPS observations
 AC5135.and adjusted by the National Geodetic Survey in January 1997..
 AC5135
 AC5135.The orthometric height was determined by GPS observations and a
 AC5135.high-resolution geoid model.
 AC5135
 AC5135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5135
 AC5135.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5135
 AC5135.The ellipsoidal height was determined by GPS observations
 AC5135.and is referenced to NAD 83.
 AC5135
 AC5135.The geoid height was determined by GEOID03.
 AC5135
 AC5135;                    North         East     Units Scale Factor Converg.
 AC5135;SPC CO S     -   464,527.170 1,003,638.227   MT  0.99995625   +0 37 26.7
 AC5135;SPC CO S     - 1,524,036.22  3,292,769.75   sFT  0.99995625   +0 37 26.7
 AC5135;UTM  13      - 4,217,198.634   545,368.404   MT  0.99962535   +0 19 09.5
 AC5135
 AC5135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5135!SPC CO S     -   0.99976767  x   0.99995625  =   0.99972393
 AC5135!UTM  13      -   0.99976767  x   0.99962535  =   0.99939311
 AC5135
 AC5135                          SUPERSEDED SURVEY CONTROL
 AC5135
 AC5135  ELLIP H (01/17/97) 1480.96   (m)                       GP(       ) 1 1
 AC5135
 AC5135.Superseded values are not recommended for survey control.
 AC5135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5135.See file dsdata.txt to determine how the superseded data were derived.
 AC5135
 AC5135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC4536817199(NAD 83)
 AC5135_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5135_STAMPING: ASHCRAFT 1995
 AC5135_MARK LOGO: NGS   
 AC5135_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC5135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5135+STABILITY: SURFACE MOTION
 AC5135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5135+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5135
 AC5135  HISTORY     - Date     Condition        Report By
 AC5135  HISTORY     - 1995     MONUMENTED       CO-101
 AC5135
 AC5135                          STATION DESCRIPTION
 AC5135
 AC5135'DESCRIBED BY PUEBLO COUNTY COLORADO 1995 (KCH)
 AC5135'THE STATION IS LOCATED IN SOUTH-CENTRAL PUEBLO COUNTY AT THE SOUTHERN
 AC5135'TERMINUS OF MCCARTHY BLVD, ABOUT 14.0 MI (22.5 KM) SOUTHEAST OF
 AC5135'DOWNTOWN PUEBLO AND 2.7 MI (4.3 KM) SOUTH SOUTHEAST OF THE BROADACRE
 AC5135'LANDFILL IN THE SOUTHEAST 1/4 OF SECTION 30 T22S R63W OF THE 6TH PM.
 AC5135'OWNERSHIP--MARKER IS SITUATED ON PUEBLO COUNTY RIGHT-OF-WAY. TO REACH
 AC5135'THE STATION FROM THE INTERSECTION OF US HWY 50 AND 27TH LANE GO SOUTH
 AC5135'2.9 MI (4.7 KM) ON 27TH LANE TO THE SIGN MARKING THE END OF 27TH LANE
 AC5135'AND THE BEGINNING OF DOYLE ROAD. CONTINUE AHEAD,SOUTH, AND THEN
 AC5135'SOUTHEAST ON DOYLE ROAD 5.7 MI (9.2 KM) TO A SIDE ROAD LEFT, BUSH
 AC5135'ROAD. CONTINUE AHEAD, SOUTHEAST, .1 MI (0.2 KM) TO A SIDE ROAD RIGHT,
 AC5135'MCCARTHY BLVD.  TURN RIGHT, SOUTH, 1.9 KM (1.20 MI) ON MCCARTHY BLVD
 AC5135'TO A BEND TO THE SOUTHWEST.  CONTINUE SOUTHWEST 0.24 MI (0.39 KM)
 AC5135'WHERE MCCARTHY BLVD TERMINATES AT A DRIVEWAY LOOP FOR THE RESIDENCE AT
 AC5135'5131 MCCARTHY BLVD. THE STATION IS LOCATED JUST INSIDE THE NORTHEAST
 AC5135'END OF THE DRIVEWAY LOOP. THE MARK IS A STANDARD DISK SET IN A
 AC5135'CYLANDRICAL MASS OF CONCRETE 18 INCHES IN DIAMETER AND 5 FEET (1.5 M)
 AC5135'IN DEPTH THAT IS FINISHED FLUSH WITH THE GROUND.  IT IS 0.9 M (3.0 FT)
 AC5135'WEST OF A CARSONITE WITNESS POST, 1.5 M (4.9 FT) NORTH OF THE CENTER
 AC5135'OF A GRAVEL ROAD, MCCARTHY BLVD, 12.6 M (41.3 FT) NORTH OF AN
 AC5135'EAST-WEST FENCE, 4 M (13.1 FT) SOUTHWEST OF A THE CENTER OF
 AC5135'NORTHWEST-SOUTHEAST ROAD, 12.2 M (40.0 FT) SOUTH OF AN EAST-WEST FENCE
 AC5135'AND ABOUT .5 M (1.6 FT) ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0874 ***********************************************************************
 JL0874  DESIGNATION -  ASPEN
 JL0874  PID         -  JL0874
 JL0874  STATE/COUNTY-  CO/DELTA
 JL0874  USGS QUAD   -  LAZEAR (1978)
 JL0874
 JL0874                         *CURRENT SURVEY CONTROL
 JL0874  ___________________________________________________________________
 JL0874* NAD 83(1992)-  38 50 35.17862(N)    107 52 24.74846(W)     ADJUSTED  
 JL0874* NAVD 88     -      1894.0    (meters)    6214.     (feet)  VERTCON   
 JL0874  ___________________________________________________________________
 JL0874  LAPLACE CORR-           4.87  (seconds)                    DEFLEC99
 JL0874  GEOID HEIGHT-         -16.33  (meters)                     GEOID03
 JL0874
 JL0874  HORZ ORDER  -  THIRD
 JL0874
 JL0874.The horizontal coordinates were established by classical geodetic methods
 JL0874.and adjusted by the National Geodetic Survey in January 1993..
 JL0874
 JL0874.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0874
 JL0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0874
 JL0874.The geoid height was determined by GEOID03.
 JL0874
 JL0874;                    North         East     Units Scale Factor Converg.
 JL0874;SPC CO C     -   419,583.937   708,371.747   MT  0.99994599   -1 29 49.1
 JL0874;SPC CO C     - 1,376,584.97  2,324,049.64   sFT  0.99994599   -1 29 49.1
 JL0874;UTM  13      - 4,303,290.280   250,603.917   MT  1.00036598   -1 48 11.5
 JL0874
 JL0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0874!SPC CO C     -   0.99970549  x   0.99994599  =   0.99965149
 JL0874!UTM  13      -   0.99970549  x   1.00036598  =   1.00007136
 JL0874
 JL0874:                Primary Azimuth Mark                     Grid Az
 JL0874:SPC CO C     -  CEDAR                                    346 52 16.2
 JL0874:UTM  13      -  CEDAR                                    347 10 38.6
 JL0874
 JL0874|---------------------------------------------------------------------|
 JL0874| PID    Reference Object                     Distance      Geod. Az  |
 JL0874|                                                           dddmmss.s |
 JL0874| JL0877 CEDAR                               APPROX. 4.6 KM 3452227.1 |
 JL0874|---------------------------------------------------------------------|
 JL0874
 JL0874                          SUPERSEDED SURVEY CONTROL
 JL0874
 JL0874  NAD 83(1986)-  38 50 35.17851(N)    107 52 24.73318(W) AD(       ) 3
 JL0874  NAD 27      -  38 50 35.24300(N)    107 52 22.50559(W) AD(       ) 3
 JL0874  NGVD 29 (07/19/86) 1892.7    (m)         6210.     (f) VERT ANG       
 JL0874
 JL0874.Superseded values are not recommended for survey control.
 JL0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0874.See file dsdata.txt to determine how the superseded data were derived.
 JL0874
 JL0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD5060403290(NAD 83)
 JL0874_MARKER: DD = SURVEY DISK
 JL0874_SETTING: 66 = SET IN ROCK OUTCROP
 JL0874_SP_SET: SET IN ROCK OUTCROP
 JL0874_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0874+STABILITY: POSITION/ELEVATION WELL
 JL0874
 JL0874  HISTORY     - Date     Condition        Report By
 JL0874  HISTORY     - 1951     MONUMENTED       USGS
 JL0874
 JL0874                          STATION DESCRIPTION
 JL0874
 JL0874'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JL0874'STATION LOCATED ABOUT 4 MI. N. AND 4. MI. E. OF AUSTIN, COLORADO, ON
 JL0874'THE TOP OF A SMALL SAGE COVERED HILL.
 JL0874'
 JL0874'TO REACH FROM RAILROAD STATION AT AUSTIN, DRIVE S. 0.2 MI. TO AN
 JL0874'INTERSECTION WITH STATE HIGHWAY 92, TURN RIGHT (E.) AND GO 3.6 MI. TO
 JL0874'PAYNE RAILROAD SIDING AND RD. LEADING N. JUST E. OF A SUGAR BEET
 JL0874'LOADER.  TAKE GRAVEL RD. N. AND DRIVE 2.6 MI. TO A T-RD. INTERSECTION
 JL0874'AT SUMMIT OF GRADE.  TURN LEFT (N.) 0.5 MI. TO T-RD., THENCE RIGHT
 JL0874'(E.) 0.5 MI. TO T-RD. N.  TURN N. ON DIRT RD. 0.3 MI. TO T-RD. W.
 JL0874'CONTINUE CROSS-COUNTRY IN A NE. DIRECTION 0.4 MI. TO STATION SITE.
 JL0874'STATION LIES ON TOP OF HILL ABOUT 200 FT. SE. OF A FENCE CORNER.
 JL0874'
 JL0874'STATION MARK--STANDARD TABLET, STAMPED ---ASPEN 1951 VABM 6210---,
 JL0874'CEMENTED IN SOLID ROCK.
 JL0874'
 JL0874'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO.
 JL0874'1---, CEMENTED IN SOLID ROCK, 44.65 FT. FROM STATION MARK,
 JL0874'S 78 DEG 06 MIN E.
 JL0874'
 JL0874'REFERENCE MARK NO. 2--A COPPER NAIL AND WASHER, STAMPED ---NO. 2---,
 JL0874'CEMENTED IN SOLID ROCK, 55.90 FT. FROM STATION MARK,
 JL0874'S 09 DEG 43 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0589 ***********************************************************************
 LK0589  CBN         -  This is a Cooperative Base Network Control Station.
 LK0589  DESIGNATION -  ATKINS
 LK0589  PID         -  LK0589
 LK0589  STATE/COUNTY-  CO/LOGAN
 LK0589  USGS QUAD   -  HAXTUN WEST (1980)
 LK0589
 LK0589                         *CURRENT SURVEY CONTROL
 LK0589  ___________________________________________________________________
 LK0589* NAD 83(1992)-  40 38 56.34345(N)    102 41 01.91894(W)     ADJUSTED  
 LK0589* NAVD 88     -      1251.1    (meters)    4105.     (feet)  GPS OBS   
 LK0589  ___________________________________________________________________
 LK0589  X           -  -1,064,264.826 (meters)                     COMP
 LK0589  Y           -  -4,728,723.651 (meters)                     COMP
 LK0589  Z           -   4,133,727.869 (meters)                     COMP
 LK0589  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 LK0589  ELLIP HEIGHT-        1230.78  (meters)          (12/03/02) GPS OBS
 LK0589  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 LK0589
 LK0589  HORZ ORDER  -  B
 LK0589  ELLP ORDER  -  FOURTH    CLASS II
 LK0589
 LK0589.The horizontal coordinates were established by GPS observations
 LK0589.and adjusted by the National Geodetic Survey in May 1992..
 LK0589
 LK0589.The orthometric height was determined by GPS observations and a
 LK0589.high-resolution geoid model.
 LK0589
 LK0589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0589
 LK0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0589
 LK0589.The ellipsoidal height was determined by GPS observations
 LK0589.and is referenced to NAD 83.
 LK0589
 LK0589.The geoid height was determined by GEOID03.
 LK0589
 LK0589;                    North         East     Units Scale Factor Converg.
 LK0589;SPC CO N     -   454,663.392 1,152,545.703   MT  0.99998096   +1 49 10.6
 LK0589;SPC CO N     - 1,491,674.81  3,781,310.36   sFT  0.99998096   +1 49 10.6
 LK0589;UTM  13      - 4,502,371.335   695,828.286   MT  1.00007205   +1 30 33.3
 LK0589
 LK0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0589!SPC CO N     -   0.99980697  x   0.99998096  =   0.99978793
 LK0589!UTM  13      -   0.99980697  x   1.00007205  =   0.99987901
 LK0589
 LK0589:                Primary Azimuth Mark                     Grid Az
 LK0589:SPC CO N     -  HAXTUN                                   101 05 23.0
 LK0589:UTM  13      -  HAXTUN                                   101 24 00.3
 LK0589
 LK0589|---------------------------------------------------------------------|
 LK0589| PID    Reference Object                     Distance      Geod. Az  |
 LK0589|                                                           dddmmss.s |
 LK0589| LK0591 HAXTUN                              APPROX. 4.7 KM 1025433.6 |
 LK0589| CP7334 ATKINS AZ MK                                       1071919.0 |
 LK0589| LK0161 D 103                                51.851 METERS 25128     |
 LK0589| CP7335 ATKINS RM 1                          22.325 METERS 34430     |
 LK0589|---------------------------------------------------------------------|
 LK0589
 LK0589                          SUPERSEDED SURVEY CONTROL
 LK0589
 LK0589  ELLIP H (05/26/92) 1230.81   (m)                       GP(       ) 4 1
 LK0589  NAD 83(1986)-  40 38 56.33903(N)    102 41 01.92015(W) AD(       ) 1
 LK0589  NAD 27      -  40 38 56.35862(N)    102 41 00.24149(W) AD(       ) 1
 LK0589  NGVD 29 (07/19/86) 1250.56   (m)         4102.9    (f) LEVELING    3  
 LK0589
 LK0589.Superseded values are not recommended for survey control.
 LK0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0589.See file dsdata.txt to determine how the superseded data were derived.
 LK0589
 LK0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF9582802371(NAD 83)
 LK0589_MARKER: DH = HORIZONTAL CONTROL DISK
 LK0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0589_SP_SET: CONCRETE POST
 LK0589_STAMPING: ATKINS 1969
 LK0589_MARK LOGO: CGS   
 LK0589_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LK0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0589+STABILITY: SURFACE MOTION
 LK0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0589+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1995
 LK0589
 LK0589  HISTORY     - Date     Condition        Report By
 LK0589  HISTORY     - 1969     MONUMENTED       CGS
 LK0589  HISTORY     - 1969     GOOD             CGS
 LK0589  HISTORY     - 1971     GOOD             NGS
 LK0589  HISTORY     - 19910502 GOOD             NGS
 LK0589  HISTORY     - 19950627 GOOD             MSAM
 LK0589
 LK0589                          STATION DESCRIPTION
 LK0589
 LK0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 LK0589'THE STATION IS LOCATED IN THE NORTHWEST 1/4 OF SECTION 23, T. 8
 LK0589'N., R. 48 W. AND ON PROPERTY OF MR. WILBER ATKINS.  IT IS ABOUT
 LK0589'16 MILES SOUTHEAST OF CROOK, 8-1/2 MILES EAST OF FLEMING AND 3
 LK0589'MILES WEST OF HAXTUN.
 LK0589'
 LK0589'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND STATE
 LK0589'HIGHWAY 59 IN HAXTUN, GO WEST ON U.S. HIGHWAY 6 FOR 2.5 MILES TO
 LK0589'THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON U.S. HIGHWAY 6 FOR
 LK0589'0.5 MILE TO A CROSSROAD AND THE STATION IN THE NORTHEAST ANGLE OF
 LK0589'THE INTERSECTION.
 LK0589'
 LK0589'THE STATION MARK IS A STANDARD DISK STAMPED ATKINS 1969, SET IN
 LK0589'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 LK0589'GROUND SURFACE.  IT IS 48 FEET NORTH OF THE NORTH RAIL OF A
 LK0589'RAILROAD TRACK, 21.5 FEET EAST OF A FENCE CORNER, 1.7 FEET
 LK0589'EAST-SOUTHEAST OF A METAL WITNESS POST AND 1 FOOT NORTH OF AN
 LK0589'EAST-WEST WIRE FENCE.
 LK0589'
 LK0589'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ATKINS NO 1 1969,
 LK0589'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 LK0589'WITH THE GROUND SURFACE.  IT IS 67 FEET NORTH OF THE FENCE CORNER,
 LK0589'37 FEET EAST OF THE CENTER OF A GRAVELED ROAD AND 1 FOOT EAST OF A
 LK0589'NORTH-SOUTH FENCE LINE.
 LK0589'
 LK0589'BM D 103 IS A STANDARD BENCH MARK DISK STAMPED D 103 1935, SET
 LK0589'IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 LK0589'10 INCHES ABOVE THE GROUND SURFACE.  IT IS 107 FEET WEST OF THE
 LK0589'CENTER OF THE GRAVELED ROAD, 83 FEET NORTH OF THE CENTER OF
 LK0589'U.S. HIGHWAY 6, 35 FEET EAST OF A TELEPHONE POLE AND 35 FEET
 LK0589'SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK.
 LK0589'
 LK0589'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ATKINS 1969, SET IN
 LK0589'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 LK0589'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 60 FEET SOUTH OF THE
 LK0589'CENTER OF U.S. HIGHWAY 6, 34.3 FEET EAST-SOUTHEAST OF A GAS LINE
 LK0589'MARKER AND 9 FEET SOUTH OF A METAL WITNESS POST.
 LK0589'
 LK0589'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
 LK0589
 LK0589                          STATION RECOVERY (1969)
 LK0589
 LK0589'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 LK0589'RECOVERED IN GOOD CONDITION.
 LK0589
 LK0589                          STATION RECOVERY (1971)
 LK0589
 LK0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EEM)
 LK0589'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 LK0589'USC AND GS NORTHEASTERN COLORADO UNADJUSTED FIELD DESCRIPTIONS.
 LK0589'
 LK0589'STATION MARK AND REFERENCE MARK NO. 1 ARE STANDARD USC AND GS
 LK0589'BRONZE DISKS, SET IN CONCRETE POSTS, FLUSH WITH THE GROUND.
 LK0589'
 LK0589'STATION MARK--DISK STAMPED, ATKINS 1969.
 LK0589'
 LK0589'REFERENCE MARK NO. 1--DISK STAMPED, ATKINS NO. 1 1969.
 LK0589'
 LK0589'BM D 103--A STANDARD USC AND GS BENCH MARK DISK, SET IN A
 LK0589'CONCRETE POST, PROJECTING 0.6 FEET ABOVE GROUND, AND STAMPED,
 LK0589'D 103 1935.  BENCH MARK WILL SERVE AS A REFERENCE MARK.
 LK0589'
 LK0589'STATION HAXTUN ET 1960-1971 IS VISIBLE FROM THE GROUND AT THIS
 LK0589'STATION, AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS
 LK0589'WERE MADE FROM A STANDARD TRIPOD.
 LK0589
 LK0589                          STATION RECOVERY (1991)
 LK0589
 LK0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LK0589'STATION IS LOCATED ABOUT 5 KM (3.1 MI) WEST-NORTHWEST OF HAXTUN, 3.6
 LK0589'KM (2.2 MI) EAST-SOUTHEAST OF DAILEY, ON PRIVATE PROPERTY, ALONG A
 LK0589'RAILROAD RIGHT-OF-WAY FENCE, ON THE WEST EDGE OF SECTION 24, T 8 N, R
 LK0589'48 W.  OWNERSHIP--WILBER AND PHYLLIS ATKINS, 30555 COUNTY ROAD 5,
 LK0589'HAXTUN, CO 80731.  PHONE IS 303-774-7192.
 LK0589'TO REACH FROM THE JUNCTION OF US HIGHWAY 6 AND STATE HIGHWAY 59 IN
 LK0589'HAXTUN, GO WEST ON HIGHWAY 6 FOR 3.31 KM (2.06 MI) TO A GRAVEL ROAD
 LK0589'RIGHT AT THE LOGAN-PHILLIPS COUNTY LINE.  CONTINUE AHEAD FOR 1.67 KM
 LK0589'(1.04 MI) TO A GRAVEL ROAD RIGHT AT A RADIO MAST ON THE RIGHT.  TURN
 LK0589'RIGHT, NORTH, ON COUNTY ROAD 95 FOR ABOUT 40 M (131.2 FT) TO A FENCE
 LK0589'CORNER ON THE RIGHT AND THE STATION.
 LK0589'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST 1 CM
 LK0589'BELOW GROUND IN BETWEEN TWO PARALLEL FENCES.  IT IS 17.4 M (57.1 FT)
 LK0589'EAST OF THE ROAD CENTER, 14.6 M (47.9 FT) NORTH-NORTHEAST OF, AND
 LK0589'SLIGHTLY LOWER THAN THE NORTH RAIL OF TRACK, 6.2 M (20.3 FT)
 LK0589'EAST-SOUTHEAST OF A FENCE CORNER, 0.6 M (2.0 FT) NORTH OF A METAL
 LK0589'WITNESS POST, 0.3 M (1.0 FT) NORTH-NORTHEAST OF THE RIGHT-OF-WAY
 LK0589'FENCE AND 0.2 M (0.7 FT) SOUTH-SOUTHWEST OF AN ELECTRIFIED FENCE.
 LK0589'DESCRIBED BY G.R.HEID
 LK0589
 LK0589                          STATION RECOVERY (1995)
 LK0589
 LK0589'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0589'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0614 ***********************************************************************
 LK0614  DESIGNATION -  ATT MICROWAVE TOWER ESE PEETZ
 LK0614  PID         -  LK0614
 LK0614  STATE/COUNTY-  CO/LOGAN
 LK0614  USGS QUAD   -  HAYSTACK BUTTE (1953)
 LK0614
 LK0614                         *CURRENT SURVEY CONTROL
 LK0614  ___________________________________________________________________
 LK0614* NAD 83(1992)-  40 57 31.22685(N)    102 55 34.82758(W)     ADJUSTED  
 LK0614* NAVD 88     -                                                        
 LK0614  ___________________________________________________________________
 LK0614  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 LK0614  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 LK0614
 LK0614  HORZ ORDER  -  THIRD
 LK0614
 LK0614.The horizontal coordinates were established by classical geodetic methods
 LK0614.and adjusted by the National Geodetic Survey in January 1993..
 LK0614
 LK0614
 LK0614.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0614
 LK0614.The geoid height was determined by GEOID03.
 LK0614
 LK0614;                    North         East     Units Scale Factor Converg.
 LK0614;SPC CO N     -   488,416.998 1,131,049.062   MT  1.00003316   +1 39 46.5
 LK0614;SPC CO N     - 1,602,414.77  3,710,783.46   sFT  1.00003316   +1 39 46.5
 LK0614;SPC NE       -   129,110.553   253,758.016   MT  0.99970389   -1 56 21.4
 LK0614;UTM  13      - 4,536,240.109   674,512.213   MT  0.99997484   +1 21 34.8
 LK0614
 LK0614                          SUPERSEDED SURVEY CONTROL
 LK0614
 LK0614  NAD 83(1986)-  40 57 31.22330(N)    102 55 34.82754(W) AD(       ) 4
 LK0614  NAD 27      -  40 57 31.26900(N)    102 55 33.12400(W) AD(       ) 3
 LK0614
 LK0614.Superseded values are not recommended for survey control.
 LK0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0614.See file dsdata.txt to determine how the superseded data were derived.
 LK0614
 LK0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF7451236240(NAD 83)
 LK0614_MARKER: 45 = MICROWAVE TOWER
 LK0614
 LK0614  HISTORY     - Date     Condition        Report By
 LK0614  HISTORY     - 1963     FIRST OBSERVED   CGS
 LK0614
 LK0614                          STATION DESCRIPTION
 LK0614
 LK0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 LK0614'THE STATION IS 9-3/4 MILES EAST OF PEETZ AND 3-3/4 MILES SOUTH
 LK0614'OF THE NEBRASKA-COLORADO STATE BOUNDARY.  IT IS ON THE OMAHA,
 LK0614'NEBRASKA-DENVER, COLORADO MICRO-WAVE LINE.
 LK0614'
 LK0614'THE STATION IS THE RED LIGHT SUPPORTED BY A STEEL ROD WHICH
 LK0614'PROJECTS FROM THE CENTER OF THE TOP OF THE MICRO-WAVE TOWER.
 LK0614'THE TOWER IS A 4-LEGGED STRUCTURE SUPPORTING SEVERAL LARGE
 LK0614'RECIEVERS AND TRANSMITTERS.  IT IS 100 FEET IN HEIGHT.
 LK0614'
 LK0614'THE TOWER IS SERVICED FROM THE NORTHWESTERN BELL TELEPHONE
 LK0614'COMPANY OFFICE AT SIDNEY, NEBRASKA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1687 ***********************************************************************
 KK1687  DESIGNATION -  AURORA FITZSIMONS HOSP STACK
 KK1687  PID         -  KK1687
 KK1687  STATE/COUNTY-  CO/ADAMS
 KK1687  USGS QUAD   -  FITZSIMONS (1994)
 KK1687
 KK1687                         *CURRENT SURVEY CONTROL
 KK1687  ___________________________________________________________________
 KK1687* NAD 83(1992)-  39 44 53.11126(N)    104 50 07.69561(W)     ADJUSTED  
 KK1687* NAVD 88     -                                                        
 KK1687  ___________________________________________________________________
 KK1687  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 KK1687  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 KK1687
 KK1687  HORZ ORDER  -  THIRD
 KK1687
 KK1687.The horizontal coordinates were established by classical geodetic methods
 KK1687.and adjusted by the National Geodetic Survey in January 1993..
 KK1687
 KK1687
 KK1687.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1687
 KK1687.The geoid height was determined by GEOID03.
 KK1687
 KK1687;                    North         East     Units Scale Factor Converg.
 KK1687;SPC CO N     -   351,063.944   971,355.688   MT  0.99999508   +0 25 45.7
 KK1687;SPC CO N     - 1,151,782.29  3,186,856.12   sFT  0.99999508   +0 25 45.7
 KK1687;SPC CO C     -   517,567.845   971,355.972   MT  0.99999962   +0 25 08.8
 KK1687;SPC CO C     - 1,698,053.84  3,186,857.05   sFT  0.99999962   +0 25 08.8
 KK1687;UTM  13      - 4,399,810.830   514,095.622   MT  0.99960245   +0 06 18.7
 KK1687
 KK1687                          SUPERSEDED SURVEY CONTROL
 KK1687
 KK1687  NAD 83(1986)-  39 44 53.10613(N)    104 50 07.69224(W) AD(       ) 4
 KK1687  NAD 27      -  39 44 53.13725(N)    104 50 05.77247(W) AD(       ) 3
 KK1687
 KK1687.Superseded values are not recommended for survey control.
 KK1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1687.See file dsdata.txt to determine how the superseded data were derived.
 KK1687
 KK1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED1409699811(NAD 83)
 KK1687_MARKER: 63 = STACK
 KK1687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1687+SATELLITE: SATELLITE OBSERVATIONS - December 24, 2002
 KK1687
 KK1687  HISTORY     - Date     Condition        Report By
 KK1687  HISTORY     - 1960     FIRST OBSERVED   CGS
 KK1687  HISTORY     - 20021224 GOOD             INDIV
 KK1687
 KK1687                          STATION DESCRIPTION
 KK1687
 KK1687'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KK1687'THE STATION IS LOCATED AT THE FITZSIMONS ARMY HOSPITAL IN AURORA
 KK1687'AT THE INTERSECTION OF E. MC CLOSKEY AVE. AND N. PAGE ST.
 KK1687'
 KK1687'IT IS THE CENTER OF A LARGE BRICK STACK PAINTED ORANGE AND BLACK
 KK1687'AND IS ABOUT 15 FEET IN DIAMETER AT THE BASE.  IT HAS AN OVERALL
 KK1687'HEIGHT OF APPROXIMATELY 150 FEET.
 KK1687
 KK1687                          STATION RECOVERY (2002)
 KK1687
 KK1687'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (PJM)
 KK1687'STACK STILL IN GOOD CONDITION, BUT IS WHITE AND ORANGE. HEIGHT OF
 KK1687'STACK CLOSER TO 80 FEET, BASED ON HEIGHT OF THREE NEW UNIVERSITY OF
 KK1687'COLORADO HOSPITALS BEING BUILT ON GROUNDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1685 ***********************************************************************
 KK1685  DESIGNATION -  AURORA RADIO STA KOA TOWER
 KK1685  PID         -  KK1685
 KK1685  STATE/COUNTY-  CO/ARAPAHOE
 KK1685  USGS QUAD   -  FITZSIMONS (1994)
 KK1685
 KK1685                         *CURRENT SURVEY CONTROL
 KK1685  ___________________________________________________________________
 KK1685* NAD 83(1992)-  39 44 19.91170(N)    104 46 15.88769(W)     ADJUSTED  
 KK1685* NAVD 88     -                                                        
 KK1685  ___________________________________________________________________
 KK1685  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 KK1685  GEOID HEIGHT-         -17.71  (meters)                     GEOID03
 KK1685
 KK1685  HORZ ORDER  -  THIRD
 KK1685
 KK1685.The horizontal coordinates were established by classical geodetic methods
 KK1685.and adjusted by the National Geodetic Survey in January 1993..
 KK1685
 KK1685
 KK1685.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1685
 KK1685.The geoid height was determined by GEOID03.
 KK1685
 KK1685;                    North         East     Units Scale Factor Converg.
 KK1685;SPC CO C     -   516,586.276   976,882.779   MT  0.99999782   +0 27 35.0
 KK1685;SPC CO C     - 1,694,833.47  3,204,989.58   sFT  0.99999782   +0 27 35.0
 KK1685;SPC CO N     -   350,083.417   976,882.663   MT  0.99999649   +0 28 15.5
 KK1685;SPC CO N     - 1,148,565.34  3,204,989.20   sFT  0.99999649   +0 28 15.5
 KK1685;UTM  13      - 4,398,799.422   519,614.791   MT  0.99960474   +0 08 46.8
 KK1685
 KK1685                          SUPERSEDED SURVEY CONTROL
 KK1685
 KK1685  NAD 83(1986)-  39 44 19.90669(N)    104 46 15.88477(W) AD(       ) 4
 KK1685  NAD 27      -  39 44 19.94030(N)    104 46 13.97628(W) AD(       ) 3
 KK1685
 KK1685.Superseded values are not recommended for survey control.
 KK1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1685.See file dsdata.txt to determine how the superseded data were derived.
 KK1685
 KK1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED1961598799(NAD 83)
 KK1685_MARKER: 43 = RADIO/TV TOWER
 KK1685
 KK1685  HISTORY     - Date     Condition        Report By
 KK1685  HISTORY     - 1960     FIRST OBSERVED   CGS
 KK1685
 KK1685                          STATION DESCRIPTION
 KK1685
 KK1685'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KK1685'THE STATION IS LOCATED ABOUT 3 MILES EAST OF AURORA NEAR THE
 KK1685'ARAPAHOE-ADAMS COUNTY LINE AND ON THE SOUTH SIDE OF U.S. HIGHWAYS
 KK1685'287, 40 AND 36 (EAST COLFAX AVE.).  IT IS THE CENTER OF A 4
 KK1685'LEGGED STEEL TOWER THAT IS PAINTED ALTERNATELY RED AND WHITE AND
 KK1685'HAS AN OVERALL HEIGHT OF 470 FEET.
 KK1685'
 KK1685'TO REACH THE STATION FROM THE SOUTH ENTRANCE TO THE FITZSIMONS
 KK1685'ARMY HOSPITAL IN AURORA, GO EAST ON U.S. HIGHWAYS 287, 40 AND
 KK1685'36 (EAST COLFAX AVE.) FOR 3.4 MILES TO THE STATION ON THE RIGHT
 KK1685'JUST SOUTH OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1684 ***********************************************************************
 KK1684  DESIGNATION -  AURORA STA KOA CONELRAD TOWER
 KK1684  PID         -  KK1684
 KK1684  STATE/COUNTY-  CO/ARAPAHOE
 KK1684  USGS QUAD   -  FITZSIMONS (1994)
 KK1684
 KK1684                         *CURRENT SURVEY CONTROL
 KK1684  ___________________________________________________________________
 KK1684* NAD 83(1992)-  39 44 21.60031(N)    104 46 13.31790(W)     ADJUSTED  
 KK1684* NAVD 88     -                                                        
 KK1684  ___________________________________________________________________
 KK1684  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 KK1684  GEOID HEIGHT-         -17.72  (meters)                     GEOID03
 KK1684
 KK1684  HORZ ORDER  -  THIRD
 KK1684
 KK1684.The horizontal coordinates were established by classical geodetic methods
 KK1684.and adjusted by the National Geodetic Survey in January 1993..
 KK1684
 KK1684
 KK1684.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1684
 KK1684.The geoid height was determined by GEOID03.
 KK1684
 KK1684;                    North         East     Units Scale Factor Converg.
 KK1684;SPC CO C     -   516,638.845   976,943.547   MT  0.99999791   +0 27 36.6
 KK1684;SPC CO C     - 1,695,005.94  3,205,188.95   sFT  0.99999791   +0 27 36.6
 KK1684;SPC CO N     -   350,135.997   976,943.421   MT  0.99999642   +0 28 17.2
 KK1684;SPC CO N     - 1,148,737.85  3,205,188.54   sFT  0.99999642   +0 28 17.2
 KK1684;UTM  13      - 4,398,851.637   519,675.821   MT  0.99960477   +0 08 48.5
 KK1684
 KK1684                          SUPERSEDED SURVEY CONTROL
 KK1684
 KK1684  NAD 83(1986)-  39 44 21.59517(N)    104 46 13.31483(W) AD(       ) 4
 KK1684  NAD 27      -  39 44 21.62928(N)    104 46 11.40698(W) AD(       ) 3
 KK1684
 KK1684.Superseded values are not recommended for survey control.
 KK1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1684.See file dsdata.txt to determine how the superseded data were derived.
 KK1684
 KK1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED1967698852(NAD 83)
 KK1684_MARKER: 43 = RADIO/TV TOWER
 KK1684
 KK1684  HISTORY     - Date     Condition        Report By
 KK1684  HISTORY     - 1960     FIRST OBSERVED   CGS
 KK1684
 KK1684                          STATION DESCRIPTION
 KK1684
 KK1684'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KK1684'THE STATION IS LOCATED ABOUT 3 MILES EAST OF AURORA NEAR THE
 KK1684'ARAPAHOE-ADAMS COUNTY LINE AND ON THE SOUTH SIDE OF U.S. HIGHWAYS
 KK1684'287, 40 AND 36 (EAST COLFAX AVE.).  IT IS THE CENTER OF A 4
 KK1684'LEGGED STEEL TOWER THAT IS PAINTED ALTERNATELY RED AND WHITE AND
 KK1684'HAS AN OVERALL HEIGHT OF 250 FEET.
 KK1684'
 KK1684'TO REACH THE STATION FROM THE SOUTH ENTRANCE TO THE FITZSIMONS
 KK1684'ARMY HOSPITAL IN AURORA, GO EAST ON U.S. HIGHWAYS 287, 40 AND 36
 KK1684'FOR 3.4 MILES TO THE STATION ON THE RIGHT JUST SOUTH OF THE
 KK1684'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0875 ***********************************************************************
 JL0875  DESIGNATION -  AUSTIN
 JL0875  PID         -  JL0875
 JL0875  STATE/COUNTY-  CO/DELTA
 JL0875  USGS QUAD   -  ORCHARD CITY (1978)
 JL0875
 JL0875                         *CURRENT SURVEY CONTROL
 JL0875  ___________________________________________________________________
 JL0875* NAD 83(1992)-  38 46 25.69027(N)    107 55 57.65863(W)     ADJUSTED  
 JL0875* NAVD 88     -      1716.6    (meters)    5632.     (feet)  VERTCON   
 JL0875  ___________________________________________________________________
 JL0875  LAPLACE CORR-           4.08  (seconds)                    DEFLEC99
 JL0875  GEOID HEIGHT-         -16.69  (meters)                     GEOID03
 JL0875
 JL0875  HORZ ORDER  -  THIRD
 JL0875
 JL0875.The horizontal coordinates were established by classical geodetic methods
 JL0875.and adjusted by the National Geodetic Survey in January 1993..
 JL0875
 JL0875.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0875
 JL0875.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0875
 JL0875.The geoid height was determined by GEOID03.
 JL0875
 JL0875;                    North         East     Units Scale Factor Converg.
 JL0875;SPC CO C     -   412,029.509   703,033.314   MT  0.99995212   -1 32 03.4
 JL0875;SPC CO C     - 1,351,800.15  2,306,535.13   sFT  0.99995212   -1 32 03.4
 JL0875;UTM  13      - 4,295,761.091   245,223.043   MT  1.00039940   -1 50 15.3
 JL0875;UTM  12      - 4,296,145.048   766,475.677   MT  1.00047451   +1 55 19.3
 JL0875
 JL0875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0875!SPC CO C     -   0.99973336  x   0.99995212  =   0.99968549
 JL0875!UTM  13      -   0.99973336  x   1.00039940  =   1.00013265
 JL0875!UTM  12      -   0.99973336  x   1.00047451  =   1.00020774
 JL0875
 JL0875:                Primary Azimuth Mark                     Grid Az
 JL0875:SPC CO C     -  BLUFF                                    345 57 37.0
 JL0875:UTM  13      -  BLUFF                                    346 15 48.9
 JL0875:UTM  12      -  BLUFF                                    342 30 14.3
 JL0875
 JL0875|---------------------------------------------------------------------|
 JL0875| PID    Reference Object                     Distance      Geod. Az  |
 JL0875|                                                           dddmmss.s |
 JL0875| JL0876 BLUFF                               APPROX. 3.9 KM 3442533.6 |
 JL0875|---------------------------------------------------------------------|
 JL0875
 JL0875                          SUPERSEDED SURVEY CONTROL
 JL0875
 JL0875  NAD 83(1986)-  38 46 25.68860(N)    107 55 57.64586(W) AD(       ) 3
 JL0875  NAD 27      -  38 46 25.74604(N)    107 55 55.41409(W) AD(       ) 3
 JL0875  NGVD 29 (07/19/86) 1715.4    (m)         5628.     (f) VERT ANG       
 JL0875
 JL0875.Superseded values are not recommended for survey control.
 JL0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0875.See file dsdata.txt to determine how the superseded data were derived.
 JL0875
 JL0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC4522395761(NAD 83)
 JL0875_MARKER: DD = SURVEY DISK
 JL0875_SETTING: 66 = SET IN ROCK OUTCROP
 JL0875_SP_SET: SET IN ROCK OUTCROP
 JL0875_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0875+STABILITY: POSITION/ELEVATION WELL
 JL0875
 JL0875  HISTORY     - Date     Condition        Report By
 JL0875  HISTORY     - 1951     MONUMENTED       USGS
 JL0875
 JL0875                          STATION DESCRIPTION
 JL0875
 JL0875'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JL0875'LOCATED ABOUT 1.25 MI. (AIRLINE) S. AND 1.5 MI. E. OF AUSTIN,
 JL0875'COLORADO, ON THE N. END OF A MESA LOCALLY KNOWN AS SMITH MOUNTAIN.
 JL0875'
 JL0875'TO REACH FROM AUSTIN POST OFFICE, DRIVE S. 1.1 MI. ON BLACK TOP RD.
 JL0875'TO CROSSROAD.  THENCE LEFT ON GRAVEL RD. 0.1 MI. TO T-RD. S., DRIVE
 JL0875'S. 2.1 MI. TO T-RD. N. AT IRRIGATION DITCH, TURN N. 0.6 MI. TO TOP
 JL0875'OF SADDLE.  TURN LEFT AND DRIVE CROSS-COUNTRY TO TOP OF MESA, CONTINUE
 JL0875'IN NE. DIRECTION ALONG TOP OF MESA TO N. END AND STATION SITE.  THE
 JL0875'TRIP FROM SADDLE TO TOP SHOULD NOT BE ATTEMPTED EXCEPT WITH FOUR
 JL0875'WHEEL DRIVE VEHICLE.
 JL0875'
 JL0875'STATION MARK--STANDARD TABLET, STAMPED ---AUSTIN 1951---, CEMENTED
 JL0875'IN LARGE SANDSTONE ROCK.
 JL0875'
 JL0875'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO.
 JL0875'1---, CEMENTED IN SOLID ROCK, 73.50 FT. FROM STATION MARK,
 JL0875'N 44 DEG 42 MIN E.
 JL0875'
 JL0875'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO.
 JL0875'2---, CEMENTED IN SOLID ROCK, 35.50 FT. FROM STATION MARK,
 JL0875'N 89 DEG 34 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2050 ***********************************************************************
 KK2050  DESIGNATION -  AUSTIN
 KK2050  PID         -  KK2050
 KK2050  STATE/COUNTY-  CO/BOULDER
 KK2050  USGS QUAD   -  ELDORADO SPRINGS (1994)
 KK2050
 KK2050                         *CURRENT SURVEY CONTROL
 KK2050  ___________________________________________________________________
 KK2050* NAD 83(1992)-  39 59 29.30218(N)    105 16 22.64303(W)     ADJUSTED  
 KK2050* NAVD 88     -      1773.4    (meters)    5818.     (feet)  GPS OBS   
 KK2050  ___________________________________________________________________
 KK2050  X           -  -1,289,341.083 (meters)                     COMP
 KK2050  Y           -  -4,721,792.495 (meters)                     COMP
 KK2050  Z           -   4,078,389.939 (meters)                     COMP
 KK2050  LAPLACE CORR-         -23.52  (seconds)                    DEFLEC99
 KK2050  ELLIP HEIGHT-        1757.83  (meters)          (12/03/02) GPS OBS
 KK2050  GEOID HEIGHT-         -15.57  (meters)                     GEOID03
 KK2050
 KK2050  HORZ ORDER  -  FIRST
 KK2050  ELLP ORDER  -  FOURTH    CLASS II
 KK2050
 KK2050.The horizontal coordinates were established by GPS observations
 KK2050.and adjusted by the National Geodetic Survey in February 2000..
 KK2050
 KK2050.The orthometric height was determined by GPS observations and a
 KK2050.high-resolution geoid model.
 KK2050
 KK2050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK2050
 KK2050.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2050
 KK2050.The ellipsoidal height was determined by GPS observations
 KK2050.and is referenced to NAD 83.
 KK2050
 KK2050.The geoid height was determined by GEOID03.
 KK2050
 KK2050;                    North         East     Units Scale Factor Converg.
 KK2050;SPC CO N     -   377,898.515   933,791.709   MT  0.99996703   +0 08 48.1
 KK2050;SPC CO N     - 1,239,822.04  3,063,614.97   sFT  0.99996703   +0 08 48.1
 KK2050;UTM  13      - 4,426,846.459   476,697.611   MT  0.99960668   -0 10 31.5
 KK2050
 KK2050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2050!SPC CO N     -   0.99972431  x   0.99996703  =   0.99969135
 KK2050!UTM  13      -   0.99972431  x   0.99960668  =   0.99933110
 KK2050
 KK2050:                Primary Azimuth Mark                     Grid Az
 KK2050:SPC CO N     -  VALMONT PUBLIC SERVICE COMPANY STACK     062 47 58.5
 KK2050:UTM  13      -  VALMONT PUBLIC SERVICE COMPANY STACK     063 07 18.1
 KK2050
 KK2050|---------------------------------------------------------------------|
 KK2050| PID    Reference Object                     Distance      Geod. Az  |
 KK2050|                                                           dddmmss.s |
 KK2050| LL1322 VALMONT PUBLIC SERVICE COMPANY STAC APPROX. 6.8 KM 0625646.6 |
 KK2050| KK1351 R 405                               APPROX. 1.4 KM 0975851.0 |
 KK2050| AI7561 AUSTIN RM 1                           9.892 METERS 16757     |
 KK2050| CR8233 AUSTIN RM 2                          24.268 METERS 21702     |
 KK2050| LL1400 BOULDER FLAGSTAFF MTN FLAGPOLE      APPROX. 2.8 KM 2992906.7 |
 KK2050|---------------------------------------------------------------------|
 KK2050
 KK2050                          SUPERSEDED SURVEY CONTROL
 KK2050
 KK2050  ELLIP H (02/17/00) 1757.86   (m)                       GP(       ) 4 2
 KK2050  NAD 83(1992)-  39 59 29.29630(N)    105 16 22.64857(W) AD(       ) 1
 KK2050  ELLIP H (01/07/93) 1757.89   (m)                       GP(       ) 4 2
 KK2050  NAD 83(1986)-  39 59 29.28873(N)    105 16 22.64021(W) AD(       ) 1
 KK2050  NGVD 29 (01/20/89) 1772.5    (m)         5815.     (f) GPS OBS        
 KK2050
 KK2050.Superseded values are not recommended for survey control.
 KK2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2050.See file dsdata.txt to determine how the superseded data were derived.
 KK2050
 KK2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE7669826846(NAD 83)
 KK2050_MARKER: DH = HORIZONTAL CONTROL DISK
 KK2050_SETTING: 80 = SET IN A BOULDER
 KK2050_SP_SET: SET IN DRILL HOLE IN A BOULDER
 KK2050_STAMPING: AUSTIN 1985
 KK2050_MARK LOGO: NGS   
 KK2050_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK2050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK2050+STABILITY: SURFACE MOTION
 KK2050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK2050+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1998
 KK2050
 KK2050  HISTORY     - Date     Condition        Report By
 KK2050  HISTORY     - 1985     MONUMENTED       NGS
 KK2050  HISTORY     - 19860821 GOOD
 KK2050  HISTORY     - 19981117 GOOD             NGS
 KK2050
 KK2050                          STATION DESCRIPTION
 KK2050
 KK2050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 KK2050'THE STATION IS LOCATED ABOUT 12.1 KM (7.5 MI) WEST OF LOUISVILLE,
 KK2050'8.8 KM (5.5 MI) NORTH OF THE JEFFERSON COUNTY LINE, 4.0 KM (2.5 MI)
 KK2050'NORTHEAST OF BEAR PEAK, AND 3.2 KM (2.0 MI) SOUTHWEST OF BOULDER.
 KK2050'OWNERSHIP--U.S. DEPT. OF COMMERCE, NATIONAL BUREAU OF STANDARDS, 325
 KK2050'BROADWAY, BOULDER, CO. 80303.  TELEPHONE---303-497-3430.  CONTACT
 KK2050'THE SECURITY OFFICE ON THE WAY TO THE STATION.
 KK2050'
 KK2050'TO REACH THE STATION FROM THE INTERSECTION OF BROADWAY, STATE
 KK2050'HIGHWAY 7 AND 93, AND CANYON BOULEVARD, STATE HIGHWAY 7 AND 119, GO
 KK2050'SOUTH ON BROADWAY 2.7 KM (1.7 MI) TO THE ENTRANCE ON THE RIGHT OF
 KK2050'THE U.S. DEPT. OF COMMERCE BOULDER LABORITORIES.  TURN RIGHT, WEST,
 KK2050'INTO THE ENTRANCE FOR 0.1 KM (0.05 MI) TO A FORK.  TAKE RIGHT FORK,
 KK2050'NORTH, ON COMPTON ROAD, 0.6 KM (0.35 MI) TO THE INTERSECTION OF CURIE
 KK2050'CIRCLE ROAD.  TURN RIGHT, WEST, ON CURIE CIRCLE FOR 0.3 KM (0.2 MI)
 KK2050'TO A SIDE ROAD RIGHT, KUSCH ROAD.  TURN RIGHT ON KUSCH ROAD, UPHILL,
 KK2050'PASSING THROUGH A GATE WHICH IS LOCKED AT NIGHT, FOR 1.0 KM (0.6 MI)
 KK2050'TO THE TOP OF THE MESA AND THE STATION ON THE LEFT.
 KK2050'
 KK2050'THE STATION IS A STANDARD NGS DISK STAMPED---AUSTIN 1985---SET INTO
 KK2050'A PARTIALLY EXPOSED BOULDER OF 0.3 M (1 FT) IN LARGEST DIMENSION.
 KK2050'THE DISK IS ABOUT 2 CM (1-IN) ABOVE THE GROUND.  LOCATED 26.8 M
 KK2050'(88 FT) EAST FROM A 45 CM (1.5 FT) LONE PINE TREE, 23.8 M (78 FT)
 KK2050'SOUTH FROM A GREEN FIRE HYDRANT, 11.3 M (37 FT) SOUTHEAST FROM THE
 KK2050'CENTER OF A GRAVEL ROAD, 2.4 M (8 FT) SOUTHEAST FROM A WITNESS POST.
 KK2050'
 KK2050'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK STAMPED---AUSTIN NO 1
 KK2050'1985---SET INTO A PARTIALLY EXPOSED BOULDER OF 0.6 M (2 FT) IN
 KK2050'LARGEST DIMENSION.  THE DISK IS ABOUT 30 CM (12-IN) ABOVE THE GROUND
 KK2050'AND IS SET IN A RED SANDSTONE BOULDER.  LOCATED 21.0 M (69 FT) EAST
 KK2050'FROM A 45 CM (1.5 FT) LONE PINE TREE, 20.4 M (67 FT) SOUTH FROM THE
 KK2050'CENTER OF A DIRT ROAD, 12.2 M (40 FT) SOUTH-SOUTHWEST FROM A WITNESS
 KK2050'POST, 11.9 M (39 FT) NORTHWEST FROM THE SOUTHERN EDGE OF THE MESA
 KK2050'AND 0.3 M (1 FT) ABOVE THE STATION.
 KK2050'1
 KK2050'
 KK2050'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 KK2050'STAMPED---AUSTIN NO 2 1985---,
 KK2050'SET INTO A PARTIALLY EXPOSED BOULDER OF 0.6 M (2 FT) AND PROJECTS
 KK2050'ABOUT 2 CM (1-IN) ABOVE THE GROUND AND IS IN A RED SANDSTONE
 KK2050'BOULDER.
 KK2050'LOCATED 25.3 M (83 FT) WEST-SOUTHWEST FROM A WITNESS POST, 16.8 M
 KK2050'(55 FT) SOUTH FROM THE DIRT ROAD, 19.5 M (64 FT) NORTH FROM THE
 KK2050'SOUTHERN EDGE OF THE MESA, 3.7 M (12 FT) NORTH-NORTHEAST FROM A
 KK2050'45 CM (1.5 FT) PINE TREE AND 0.6 M (2 FT) ABOVE THE STATION.
 KK2050
 KK2050                          STATION RECOVERY (1986)
 KK2050
 KK2050'RECOVERED 1986
 KK2050'RECOVERED IN GOOD CONDITION.
 KK2050
 KK2050                          STATION RECOVERY (1998)
 KK2050
 KK2050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 KK2050'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI7561 ***********************************************************************
 AI7561  DESIGNATION -  AUSTIN RM 1
 AI7561  PID         -  AI7561
 AI7561  STATE/COUNTY-  CO/BOULDER
 AI7561  USGS QUAD   -  ELDORADO SPRINGS (1994)
 AI7561
 AI7561                         *CURRENT SURVEY CONTROL
 AI7561  ___________________________________________________________________
 AI7561* NAD 83(1992)-  39 59 28.98851(N)    105 16 22.55602(W)     ADJUSTED  
 AI7561* NAVD 88     -      1773.7    (meters)    5819.     (feet)  GPS OBS   
 AI7561  ___________________________________________________________________
 AI7561  X           -  -1,289,340.782 (meters)                     COMP
 AI7561  Y           -  -4,721,799.230 (meters)                     COMP
 AI7561  Z           -   4,078,382.692 (meters)                     COMP
 AI7561  LAPLACE CORR-         -23.53  (seconds)                    DEFLEC99
 AI7561  ELLIP HEIGHT-        1758.09  (meters)          (12/03/02) GPS OBS
 AI7561  GEOID HEIGHT-         -15.57  (meters)                     GEOID03
 AI7561
 AI7561  HORZ ORDER  -  FIRST
 AI7561  ELLP ORDER  -  FOURTH    CLASS II
 AI7561
 AI7561.The horizontal coordinates were established by GPS observations
 AI7561.and adjusted by the National Geodetic Survey in September 2000..
 AI7561
 AI7561.The orthometric height was determined by GPS observations and a
 AI7561.high-resolution geoid model.
 AI7561
 AI7561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7561
 AI7561.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7561
 AI7561.The ellipsoidal height was determined by GPS observations
 AI7561.and is referenced to NAD 83.
 AI7561
 AI7561.The geoid height was determined by GEOID03.
 AI7561
 AI7561;                    North         East     Units Scale Factor Converg.
 AI7561;SPC CO N     -   377,888.846   933,793.798   MT  0.99996704   +0 08 48.2
 AI7561;SPC CO N     - 1,239,790.32  3,063,621.82   sFT  0.99996704   +0 08 48.2
 AI7561;UTM  13      - 4,426,836.782   476,699.644   MT  0.99960668   -0 10 31.5
 AI7561
 AI7561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7561!SPC CO N     -   0.99972427  x   0.99996704  =   0.99969132
 AI7561!UTM  13      -   0.99972427  x   0.99960668  =   0.99933106
 AI7561
 AI7561                          SUPERSEDED SURVEY CONTROL
 AI7561
 AI7561  ELLIP H (09/14/00) 1758.08   (m)                       GP(       ) 4 2
 AI7561
 AI7561.Superseded values are not recommended for survey control.
 AI7561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7561.See file dsdata.txt to determine how the superseded data were derived.
 AI7561
 AI7561_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE7670026837(NAD 83)
 AI7561_MARKER: DR = REFERENCE MARK DISK
 AI7561_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 AI7561_STAMPING: AUSTIN NO 1 1985
 AI7561_MARK LOGO: NGS   
 AI7561_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI7561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7561+STABILITY: SURFACE MOTION
 AI7561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7561+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2000
 AI7561
 AI7561  HISTORY     - Date     Condition        Report By
 AI7561  HISTORY     - 1985     MONUMENTED       NGS
 AI7561  HISTORY     - 20000810 GOOD             NGS
 AI7561
 AI7561                          STATION DESCRIPTION
 AI7561
 AI7561'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (DAH)
 AI7561'TO REACH THE STATION FROM THE INTERSECTION OF BROADWAY, STATE HIGHWAY
 AI7561'7 AND 93, AND CANYON BOULEVARD, STATE HIGHWAY 7 AND 119, GO SOUTH ON
 AI7561'BROADWAY 2.7 KM (1.65 MI) TO THE ENTRANCE ON THE RIGHT FOR THE U.S.
 AI7561'DEPARTMENT OF COMMERCE BOULDER LABORITORIES.  TURN RIGHT, WEST, INTO
 AI7561'THE ENTRANCE FOR 0.1 KM (0.05 MI) TO A FORK.  TAKE THE RIGHT FORK,
 AI7561'NORTH, ON COMPTON ROAD, 0.6 KM (0.35 MI) TO THE INTERSECTION OF CURIE
 AI7561'CIRCLE ROAD.  TURN RIGHT, WEST, ON CURIE CIRCLE FOR 0.3 KM (0.20 MI)
 AI7561'TO A SIDE ROAD RIGHT, KUSCH ROAD.  TURN RIGHT ON DUSCH ROAD, UPHILL,
 AI7561'PASSING THROUGH A GATE WHICH IS LOCKED AT NIGHT, FOR 1.0 KM (0.60 MI)
 AI7561'TO THE TOP OF THE MESA AND THE STATION ON THE LEFT.  THE MARK IS A
 AI7561'STANDARD NGS DISK SET INTO A PARIALLY EXPOSED BOULDER OF 0.6 M (2.0
 AI7561'FT) IN DIMENSION.  THE DISK IS ABOUT 30 CM ABOVE THE GROUND AND IS SET
 AI7561'IN A RED SANDSTONE BOULDER.  LOCATED 21.0 M (68.9 FT) EAST OF A LONE
 AI7561'PINE TREE, 20.4 M (66.9 FT) SOUTH OF THE CENTER OF A DIRT ROAD, 11.9 M
 AI7561'(39.0 FT) NORTHWEST OF THE SOUTHERN EDGE OF THE MESA. NOTE--THERE IS
 AI7561'RESTRICTED ACCESS TO THE MARK.  CONTACT DAVID A. HOWE, NATIONAL
 AI7561'INSTITUTE OF STANDARDS AND TECHNOLOGY, TIME AND FREQUENCY DIVISION,
 AI7561'325 BROADWAY, BOULDER CO.  PHONE (303) 497-3277
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1019 ***********************************************************************
 JK1019  DESIGNATION -  AVONDALE
 JK1019  PID         -  JK1019
 JK1019  STATE/COUNTY-  CO/PUEBLO
 JK1019  USGS QUAD   -  AVONDALE (1974)
 JK1019
 JK1019                         *CURRENT SURVEY CONTROL
 JK1019  ___________________________________________________________________
 JK1019* NAD 83(1992)-  38 11 39.61777(N)    104 20 28.38553(W)     ADJUSTED  
 JK1019* NAVD 88     -      1450.99   (+/-2cm)    4760.5    (feet)  VERTCON   
 JK1019  ___________________________________________________________________
 JK1019  LAPLACE CORR-          -5.63  (seconds)                    DEFLEC99
 JK1019  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 JK1019
 JK1019  HORZ ORDER  -  THIRD
 JK1019  VERT ORDER  -  THIRD ? (See Below)
 JK1019
 JK1019.The horizontal coordinates were established by classical geodetic methods
 JK1019.and adjusted by the National Geodetic Survey in January 1993..
 JK1019
 JK1019.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1019.The vertical order pertains to the NGVD 29 superseded value.
 JK1019
 JK1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1019
 JK1019.The geoid height was determined by GEOID03.
 JK1019
 JK1019;                    North         East     Units Scale Factor Converg.
 JK1019;SPC CO S     -   474,979.878 1,015,905.164   MT  0.99996511   +0 42 38.8
 JK1019;SPC CO S     - 1,558,329.82  3,333,015.53   sFT  0.99996511   +0 42 38.8
 JK1019;UTM  13      - 4,227,582.679   557,686.615   MT  0.99964098   +0 24 26.5
 JK1019
 JK1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1019!SPC CO S     -   0.99977553  x   0.99996511  =   0.99974064
 JK1019!UTM  13      -   0.99977553  x   0.99964098  =   0.99941659
 JK1019
 JK1019:                Primary Azimuth Mark                     Grid Az
 JK1019:SPC CO S     -  WATER TANK 2                             005 57 16.1
 JK1019:UTM  13      -  WATER TANK 2                             006 15 28.4
 JK1019
 JK1019|---------------------------------------------------------------------|
 JK1019| PID    Reference Object                     Distance      Geod. Az  |
 JK1019|                                                           dddmmss.s |
 JK1019| JK1088 WATER TANK 2                        APPROX.10.3 KM 0063954.9 |
 JK1019| JK1022 BADGER                              APPROX. 4.9 KM 2455856.1 |
 JK1019| JK1089 WATER TANK 1                        APPROX. 9.4 KM 3592701.3 |
 JK1019|---------------------------------------------------------------------|
 JK1019
 JK1019                          SUPERSEDED SURVEY CONTROL
 JK1019
 JK1019  NAD 83(1986)-  38 11 39.60309(N)    104 20 28.37976(W) AD(       ) 3
 JK1019  NAD 27      -  38 11 39.59587(N)    104 20 26.48831(W) AD(       ) 3
 JK1019  NGVD 29 (07/19/86) 1450.19   (m)         4757.8    (f) LEVELING    3  
 JK1019
 JK1019.Superseded values are not recommended for survey control.
 JK1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1019.See file dsdata.txt to determine how the superseded data were derived.
 JK1019
 JK1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5768727583(NAD 83)
 JK1019
 JK1019  HISTORY     - Date     Condition        Report By
 JK1019  HISTORY     - 1954     MONUMENTED       USGS
 JK1019  HISTORY     - 1960     GOOD             USGS
 JK1019
 JK1019                          STATION DESCRIPTION
 JK1019
 JK1019'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 JK1019'STATION IS LOCATED ABOUT 2.5 MI. S. AND 0.5 MI. E. OF AVONDALE,
 JK1019'COLORADO, IN SEC. 28, T 21 S, R 62 W, ON THE HIGHEST PART OF A
 JK1019'PROMINENT RIDGE.
 JK1019'
 JK1019'TO REACH THE STATION FROM THE SCHOOL AT AVONDALE, COLORADO, GO S.
 JK1019'ALONG PAVED RD. 1.6 MI. TO CROSSROADS, CONTINUE S. ON GRAVELED RD.
 JK1019'0.4 MI. TO Y-FORK IN RD., THENCE LEFT AND GO SE. AND S. ALONG
 JK1019'WINDING GRAVELED RD. 0.5 MI. TO A WIRE GATE ON LEFT, THENCE E. ON
 JK1019'TRACK RD. 0.2 MI. TO CROSSROADS, THENCE S. 0.4 MI. TO A PROMINENT
 JK1019'SADDLE, THENCE LEFT (E.) ALONG RIDGE 0.2 MI. TO HIGH POINT OF
 JK1019'RIDGE AND STATION.
 JK1019'
 JK1019'RECOVERED BY USGS IN 1960.
 JK1019'
 JK1019'STATION MARK--STANDARD TRIANGULATION TABLET, STAMPED ---AVONDALE
 JK1019'1954 EL. 4758---, AND SET IN THE TOP OF A CONCRETE POST, PROJECTING
 JK1019'0.2 FT. ABOVE GROUND.
 JK1019'
 JK1019'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0340 ***********************************************************************
 HJ0340  DESIGNATION -  AYR
 HJ0340  PID         -  HJ0340
 HJ0340  STATE/COUNTY-  CO/PROWERS
 HJ0340  USGS QUAD   -  GOBBLERS KNOB (1968)
 HJ0340
 HJ0340                         *CURRENT SURVEY CONTROL
 HJ0340  ___________________________________________________________________
 HJ0340* NAD 83(1992)-  37 51 48.65686(N)    102 36 45.21964(W)     ADJUSTED  
 HJ0340* NAVD 88     -      1232.6    (meters)    4044.     (feet)  VERTCON   
 HJ0340  ___________________________________________________________________
 HJ0340  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 HJ0340  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 HJ0340
 HJ0340  HORZ ORDER  -  SECOND
 HJ0340
 HJ0340.The horizontal coordinates were established by classical geodetic methods
 HJ0340.and adjusted by the National Geodetic Survey in January 1993..
 HJ0340
 HJ0340.The NAVD 88 height was computed by applying the VERTCON shift value to
 HJ0340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HJ0340
 HJ0340.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0340
 HJ0340.The geoid height was determined by GEOID03.
 HJ0340
 HJ0340;                    North         East     Units Scale Factor Converg.
 HJ0340;SPC CO S     -   441,558.170 1,168,427.708   MT  0.99994553   +1 46 15.9
 HJ0340;SPC CO S     - 1,448,678.76  3,833,416.57   sFT  0.99994553   +1 46 15.9
 HJ0340;UTM  13      - 4,193,358.474   710,013.778   MT  1.00014327   +1 27 57.3
 HJ0340
 HJ0340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0340!SPC CO S     -   0.99981025  x   0.99994553  =   0.99975579
 HJ0340!UTM  13      -   0.99981025  x   1.00014327  =   0.99995350
 HJ0340
 HJ0340:                Primary Azimuth Mark                     Grid Az
 HJ0340:SPC CO S     -  AYR AZ MK                                359 55 02.1
 HJ0340:UTM  13      -  AYR AZ MK                                000 13 20.7
 HJ0340
 HJ0340|---------------------------------------------------------------------|
 HJ0340| PID    Reference Object                     Distance      Geod. Az  |
 HJ0340|                                                           dddmmss.s |
 HJ0340| CM8315 AYR AZ MK                                          0014118.0 |
 HJ0340| CM8316 AYR RM 1                             12.222 METERS 18856     |
 HJ0340| CM8317 AYR RM 2                              7.620 METERS 34315     |
 HJ0340|---------------------------------------------------------------------|
 HJ0340
 HJ0340                          SUPERSEDED SURVEY CONTROL
 HJ0340
 HJ0340  NAD 83(1986)-  37 51 48.65325(N)    102 36 45.21140(W) AD(       ) 2
 HJ0340  NAD 27      -  37 51 48.61482(N)    102 36 43.50722(W) AD(       ) 2
 HJ0340  NGVD 29 (07/19/86) 1232.0    (m)         4042.     (f) VERT ANG       
 HJ0340
 HJ0340.Superseded values are not recommended for survey control.
 HJ0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0340.See file dsdata.txt to determine how the superseded data were derived.
 HJ0340
 HJ0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB1001493358(NAD 83)
 HJ0340_MARKER: DS = TRIANGULATION STATION DISK
 HJ0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0340
 HJ0340  HISTORY     - Date     Condition        Report By
 HJ0340  HISTORY     - 1954     MONUMENTED       CGS
 HJ0340
 HJ0340                          STATION DESCRIPTION
 HJ0340
 HJ0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 HJ0340'THE STATION IS LOCATED ON THE SUMMIT OF A HILL AND ALONG THE
 HJ0340'WEST SIDE OF U.S. HIGHWAY 287.  IT IS ABOUT 15 MILES AIRLINE
 HJ0340'SOUTH OF LAMAR, ABOUT 32 MILES AIRLINE NORTH OF SPRINGFIELD, AND
 HJ0340'ABOUT 24 MILES AIRLINE SOUTHEAST OF THE JOHN MARTIN DAM.
 HJ0340'
 HJ0340'THE STATION IS A STANDARD DISK, STAMPED AYR 1954 AND SET IN THE
 HJ0340'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.
 HJ0340'IT IS 62 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 287, 9
 HJ0340'FEET EAST OF A WIRE FENCE, AND 13 FEET SOUTHEAST OF A WHITE
 HJ0340'WITNESS POST.
 HJ0340'
 HJ0340'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED AYR NO 1 1954 AND
 HJ0340'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 HJ0340'PROJECTS 3 INCHES.  IT IS 75 FEET WEST OF THE CENTERLINE OF THE
 HJ0340'HIGHWAY, 1 FOOT EAST OF THE WIRE FENCE, AND ABOUT 1 FOOT LOWER
 HJ0340'THAN THE STATION.
 HJ0340'
 HJ0340'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED AYR NO 2 1954 AND
 HJ0340'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 HJ0340'PROJECTS 5 INCHES.  IT IS 76 FEET WEST OF THE CENTERLINE OF
 HJ0340'THE HIGHWAY, 1/2 FOOT EAST OF A WIRE FENCE, AND ABOUT 1/2 FOOT
 HJ0340'HIGHER THAN THE STATION.
 HJ0340'
 HJ0340'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED AYR 1954 AND SET
 HJ0340'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 HJ0340'4 INCHES.  IT IS 68 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 HJ0340'287, 3 FEET WEST OF A POWERLINE POLE, AND 3-1/2 FEET WEST OF A
 HJ0340'WIRE FENCE.  TO REACH THE MARK FROM THE STATION GO NORTH ON THE
 HJ0340'HIGHWAY FOR 0.7 MILE TO THE MARK ON THE RIGHT.
 HJ0340'
 HJ0340'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 50 AND
 HJ0340'287 IN LAMAR GO SOUTH ON U.S. HIGHWAY 287 FOR 16.0 MILES TO THE
 HJ0340'TOP OF A GRADE AND THE STATION ON THE RIGHT.
 HJ0340'
 HJ0340'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0688 ***********************************************************************
 LM0688  DESIGNATION -  AZURE
 LM0688  PID         -  LM0688
 LM0688  STATE/COUNTY-  CO/GRAND
 LM0688  USGS QUAD   -  GORE PASS (1980)
 LM0688
 LM0688                         *CURRENT SURVEY CONTROL
 LM0688  ___________________________________________________________________
 LM0688* NAD 83(1992)-  40 00 09.33971(N)    106 32 23.88111(W)     ADJUSTED  
 LM0688* NAVD 88     -      2706.8    (meters)    8881.     (feet)  VERTCON   
 LM0688  ___________________________________________________________________
 LM0688  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 LM0688  GEOID HEIGHT-         -12.63  (meters)                     GEOID03
 LM0688
 LM0688  HORZ ORDER  -  THIRD
 LM0688
 LM0688.The horizontal coordinates were established by classical geodetic methods
 LM0688.and adjusted by the National Geodetic Survey in January 1993..
 LM0688
 LM0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0688
 LM0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0688
 LM0688.The geoid height was determined by GEOID03.
 LM0688
 LM0688;                    North         East     Units Scale Factor Converg.
 LM0688;SPC CO N     -   379,629.240   825,603.438   MT  0.99996617   -0 40 19.0
 LM0688;SPC CO N     - 1,245,500.26  2,708,667.28   sFT  0.99996617   -0 40 19.0
 LM0688;UTM  13      - 4,429,180.869   368,551.075   MT  0.99981271   -0 59 24.2
 LM0688
 LM0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0688!SPC CO N     -   0.99957752  x   0.99996617  =   0.99954370
 LM0688!UTM  13      -   0.99957752  x   0.99981271  =   0.99939031
 LM0688
 LM0688                          SUPERSEDED SURVEY CONTROL
 LM0688
 LM0688  NAD 83(1992)-  40 00 09.34437(N)    106 32 23.87606(W) AD(       ) 3
 LM0688  NGVD 29 (10/17/91) 2705.4    (m)         8876.     (f) VERT ANG       
 LM0688
 LM0688.Superseded values are not recommended for survey control.
 LM0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0688.See file dsdata.txt to determine how the superseded data were derived.
 LM0688
 LM0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE6855129181(NAD 83)
 LM0688_MARKER: DD = SURVEY DISK
 LM0688_SETTING: 66 = SET IN ROCK OUTCROP
 LM0688_SP_SET: SET IN BEDROCK
 LM0688_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LM0688+STABILITY: POSITION/ELEVATION WELL
 LM0688
 LM0688  HISTORY     - Date     Condition        Report By
 LM0688  HISTORY     - 1964     MONUMENTED       USFS
 LM0688
 LM0688                          STATION DESCRIPTION
 LM0688
 LM0688'DESCRIBED BY US FOREST SERVICE 1964
 LM0688'THIS STATION IS LOCATED ON A LOCALLY PROMINENT HILL, NEAR THE 6TH PM
 LM0688'BASE LINE, IN R 82 W, NEAR THE STANDARD CORNER COMMON TO SECS. 35 AND
 LM0688'36, IN GRAND COUNTY, COLORADO.
 LM0688'
 LM0688'TO REACH THE STATION FROM THE BRIDGE OVER THE COLORADO RIVER, AT THE
 LM0688'COMMUNITY OF RADIUM, COLORADO, PROCEED W. 0.1 MI. CROSSING THE
 LM0688'RAILROAD TRACKS 0.05 MI. TO A Y-FORK.  TURN RIGHT ALONG RAILROAD
 LM0688'TRACKS (N-E.) AND UP HILL 0.4 MI. TO A RD. LEFT LEADING TO THE LEROUX
 LM0688'RANCH.  KEEP RIGHT ON MAIN RD. 0.1 MI. TO A Y-FORK.  KEEP LEFT ON
 LM0688'MAIN TRAVELED RD. 1.95 MI. TO A SET OF RANCH BUILDINGS.  PASS TO
 LM0688'RIGHT (E.) OF BARN AND CONTINUE N. 0.65 MI. TO A Y-FORK.  STATION
 LM0688'IS NOW VISIBLE FROM THIS POINT ON A BEARING OF N. 10 DEGREES W.  BEAR
 LM0688'LEFT AT FORK AND CONTINUE 1.9 MI. UP STEEP HILLSIDE RD. TO A Y-FORK.
 LM0688'BEAR RIGHT AND CONTINUE UP STEEP NARROW RD., ALONG W. SIDE OF RIDGE,
 LM0688'0.5 MI. TO A POINT JUST BEFORE ENTERING A PATCH OF TIMBER AND 0.05
 LM0688'MI. AFTER PASSING THROUGH AN E-W. FENCE.  LEAVE RD. AT THIS POINT
 LM0688'AND DOUBLE BACK TO THE E., UP HILL 0.05 MI.  PARK VEHICLE AT BASE OF
 LM0688'STEEP HILL, ON N. SIDE OF E-W. FENCE.  PACK UP STEEP HILL ABOUT 100
 LM0688'YDS. TO HIGHEST POINT AND STATION SITE, ABOUT 15 FT. N. OF E-W.
 LM0688'FENCE.
 LM0688'
 LM0688'STATION MARK--STANDARD USFS BRASS TABLET SET IN BEDROCK, FLUSH WITH
 LM0688'MEAN GROUND LEVEL, STAMPED---AZURE 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0380 ***********************************************************************
 JL0380  DESIGNATION -  B
 JL0380  PID         -  JL0380
 JL0380  STATE/COUNTY-  CO/MONTROSE
 JL0380  USGS QUAD   -  MONTROSE EAST (1982)
 JL0380
 JL0380                         *CURRENT SURVEY CONTROL
 JL0380  ___________________________________________________________________
 JL0380* NAD 83(1986)-  38 29 00.     (N)    107 45 06.     (W)     SCALED    
 JL0380* NAVD 88     -      1968.478  (meters)    6458.25   (feet)  POSTED    
 JL0380  ___________________________________________________________________
 JL0380  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 JL0380  DYNAMIC HT  -        1966.230 (meters)    6450.87  (feet)  COMP
 JL0380  MODELED GRAV-     979,415.9   (mgal)                       NAVD 88
 JL0380
 JL0380  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JL0380
 JL0380.The horizontal coordinates were scaled from a topographic map and have
 JL0380.an estimated accuracy of +/- 6 seconds.
 JL0380
 JL0380.The orthometric height was determined by differential leveling
 JL0380.and adjusted by the National Geodetic Survey in 1992..
 JL0380.No vertical observational check was made to the station.
 JL0380.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JL0380.was located on a no-check spur therefore a value was not computed.
 JL0380
 JL0380.The geoid height was determined by GEOID03.
 JL0380
 JL0380.The dynamic height is computed by dividing the NAVD 88
 JL0380.geopotential number by the normal gravity value computed on the
 JL0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0380.degrees latitude (g = 980.6199 gals.).
 JL0380
 JL0380.The modeled gravity was interpolated from observed gravity values.
 JL0380
 JL0380;                    North         East    Units  Estimated Accuracy
 JL0380;SPC CO S     -   508,800.      717,960.      MT  (+/- 180 meters Scaled)
 JL0380
 JL0380                          SUPERSEDED SURVEY CONTROL
 JL0380
 JL0380  NGVD 29 (??/??/92) 1967.160  (m)         6453.92   (f) ADJ UNCH    1 2
 JL0380
 JL0380.Superseded values are not recommended for survey control.
 JL0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0380.See file dsdata.txt to determine how the superseded data were derived.
 JL0380
 JL0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC599630(NAD 83)
 JL0380_MARKER: DD = SURVEY DISK
 JL0380_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JL0380_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JL0380_STAMPING: 6453.924
 JL0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JL0380
 JL0380  HISTORY     - Date     Condition        Report By
 JL0380  HISTORY     - UNK      MONUMENTED       USGS
 JL0380  HISTORY     - 1926     GOOD             NGS
 JL0380  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0380
 JL0380                          STATION DESCRIPTION
 JL0380
 JL0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1926
 JL0380'8.0 MI E FROM MONTROSE.
 JL0380'8.0 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JL0380'THE STATION AT MONTROSE, MONTROSE COUNTY, 1/2 MILE WEST OF MILEPOST
 JL0380'D-343, ON THE WEST SIDE OF A DRY ARROYO 200 FEET WEST OF THE SIGNPOST
 JL0380'WEST PORTAL 300 FEET SOUTH OF THE TRACK, 125 FEET SOUTH OF THE
 JL0380'GUNNISON IRRIGATION DITCH, 6 FEET ABOVE THE FLOOR OF THE ARROYO, AND 3
 JL0380'INCHES UNDERGROUND.  A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP,
 JL0380'STAMPED 6453.924 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE SET
 JL0380'IN CONCRETE.
 JL0380
 JL0380                          STATION RECOVERY (1984)
 JL0380
 JL0380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0169 ***********************************************************************
 JK0169  DESIGNATION -  B 1
 JK0169  PID         -  JK0169
 JK0169  STATE/COUNTY-  CO/EL PASO
 JK0169  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK0169
 JK0169                         *CURRENT SURVEY CONTROL
 JK0169  ___________________________________________________________________
 JK0169* NAD 83(1986)-  38 50 02.     (N)    104 49 44.     (W)     SCALED    
 JK0169* NAVD 88     -      1823.887  (meters)    5983.87   (feet)  ADJUSTED  
 JK0169  ___________________________________________________________________
 JK0169  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 JK0169  DYNAMIC HT  -        1821.908 (meters)    5977.38  (feet)  COMP
 JK0169  MODELED GRAV-     979,478.2   (mgal)                       NAVD 88
 JK0169
 JK0169  VERT ORDER  -  FIRST     CLASS II
 JK0169
 JK0169.The horizontal coordinates were scaled from a topographic map and have
 JK0169.an estimated accuracy of +/- 6 seconds.
 JK0169
 JK0169.The orthometric height was determined by differential leveling
 JK0169.and adjusted by the National Geodetic Survey in June 1991..
 JK0169.WARNING-Repeat measurements at this control monument indicate possible
 JK0169.vertical movement.
 JK0169
 JK0169.The geoid height was determined by GEOID03.
 JK0169
 JK0169.The dynamic height is computed by dividing the NAVD 88
 JK0169.geopotential number by the normal gravity value computed on the
 JK0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0169.degrees latitude (g = 980.6199 gals.).
 JK0169
 JK0169.The modeled gravity was interpolated from observed gravity values.
 JK0169
 JK0169;                    North         East    Units  Estimated Accuracy
 JK0169;SPC CO C     -   416,080.      972,670.      MT  (+/- 180 meters Scaled)
 JK0169
 JK0169                          SUPERSEDED SURVEY CONTROL
 JK0169
 JK0169  NGVD 29 (??/??/??) 1822.824  (m)         5980.38   (f) ADJUSTED    1 2
 JK0169
 JK0169.Superseded values are not recommended for survey control.
 JK0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0169.See file dsdata.txt to determine how the superseded data were derived.
 JK0169
 JK0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC148983(NAD 83)
 JK0169_MARKER: B = BOLT
 JK0169_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JK0169_MARK LOGO: CGS   
 JK0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0169+STABILITY: SURFACE MOTION
 JK0169_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JK0169+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2003
 JK0169
 JK0169  HISTORY     - Date     Condition        Report By
 JK0169  HISTORY     - UNK      MONUMENTED       CGS
 JK0169  HISTORY     - 1953     GOOD             NGS
 JK0169  HISTORY     - 1975     GOOD             LOCENG
 JK0169  HISTORY     - 1983     GOOD             NGS
 JK0169  HISTORY     - 19970805 MARK NOT FOUND   USPSQD
 JK0169  HISTORY     - 20020119 MARK NOT FOUND   USPSQD
 JK0169  HISTORY     - 20030829 GOOD             GEOCAC
 JK0169
 JK0169                          STATION DESCRIPTION
 JK0169
 JK0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0169'AT COLORADO SPRINGS.
 JK0169'AT COLORADO SPRINGS, AT THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0169'STATION, 12 FEET SOUTH OF THE CENTER OF THE SOUTH DOOR OF THE EAST
 JK0169'MAIN ENTRANCE OF THE STATION, 37.6 FEET NORTH OF THE CENTER OF THE
 JK0169'NORTH ENTRANCE TO THE BAGGAGE ROOM, A COPPER BOLT SET VERTICALLY IN
 JK0169'THE 3RD COURSE OF STONE ABOVE THE PLATFORM.  NOTE-- DENVER AND RIO
 JK0169'GRANDE WESTERN RAILROAD STATION HAS BEEN SOLD TO PRIVATE INTEREST
 JK0169'AND IS KNOWN AS THE GUISEPPES DEPOT RESTAURANT 10 SIERRE MADRE STREET
 JK0169
 JK0169                          STATION RECOVERY (1975)
 JK0169
 JK0169'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 JK0169'RECOVERED IN GOOD CONDITION.
 JK0169
 JK0169                          STATION RECOVERY (1983)
 JK0169
 JK0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JK0169'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN COLORADO
 JK0169'SPRINGS, AT 20 SOUTH SIERRA MADRA STREET, AT THE OLD DENVER AND RIO
 JK0169'GRANDE WESTERN RAILROAD STATION, NOW A SMALL SHOP, SET VERTICALLY IN
 JK0169'THE EAST FACE OF THE ROCK WALL, 35.5 METERS (116.5 FT) WEST OF THE
 JK0169'CENTERLINE OF THE STREET, 2.2 METERS (7.2 FT) SOUTH OF THE SOUTH
 JK0169'ENTRACE TO GIVSEPPES RESTAURANT.
 JK0169'THE MARK IS 0.6 M ABOVE THE SIDE WALK.
 JK0169
 JK0169                          STATION RECOVERY (1997)
 JK0169
 JK0169'RECOVERY NOTE BY US POWER SQUADRON 1997
 JK0169'MARK NOT FOUND.
 JK0169
 JK0169                          STATION RECOVERY (2002)
 JK0169
 JK0169'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 JK0169'MARK NOT FOUND.
 JK0169
 JK0169                          STATION RECOVERY (2003)
 JK0169
 JK0169'RECOVERY NOTE BY GEOCACHING 2003 (TWS)
 JK0169'DESCIPTION IS GOOD AS FAR AS LOCATION IN WALL IS CONCERNED.  HOWEVER,
 JK0169'THE RESTAURANT HAS BEEN EXPANDED TO THE SOUTH AND EAST AND THE FORMER
 JK0169'OUTSIDE STONE WALL WITH THE BOLT IS NOW AN INTERIOR WALL.  THE
 JK0169'RESTAURANT HAS A PLAQUE GIVING THE DESCRIPTION OF THE BENCHMARK AND
 JK0169'IT'S MEANING TO THE IMMEDIATE RIGHT OF THE BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0381 ***********************************************************************
 JL0381  DESIGNATION -  B 10
 JL0381  PID         -  JL0381
 JL0381  STATE/COUNTY-  CO/MONTROSE
 JL0381  USGS QUAD   -  MONTROSE EAST (1982)
 JL0381
 JL0381                         *CURRENT SURVEY CONTROL
 JL0381  ___________________________________________________________________
 JL0381* NAD 83(1986)-  38 28 47.     (N)    107 46 46.     (W)     SCALED    
 JL0381* NAVD 88     -      1912.145  (meters)    6273.43   (feet)  POSTED    
 JL0381  ___________________________________________________________________
 JL0381  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 JL0381  DYNAMIC HT  -        1909.990 (meters)    6266.36  (feet)  COMP
 JL0381  MODELED GRAV-     979,432.5   (mgal)                       NAVD 88
 JL0381
 JL0381  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JL0381
 JL0381.The horizontal coordinates were scaled from a topographic map and have
 JL0381.an estimated accuracy of +/- 6 seconds.
 JL0381
 JL0381.The orthometric height was determined by differential leveling
 JL0381.and adjusted by the National Geodetic Survey in 1992..
 JL0381.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JL0381.rate of 2.1 thru 3.0 mm/km.
 JL0381
 JL0381.The geoid height was determined by GEOID03.
 JL0381
 JL0381.The dynamic height is computed by dividing the NAVD 88
 JL0381.geopotential number by the normal gravity value computed on the
 JL0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0381.degrees latitude (g = 980.6199 gals.).
 JL0381
 JL0381.The modeled gravity was interpolated from observed gravity values.
 JL0381
 JL0381;                    North         East    Units  Estimated Accuracy
 JL0381;SPC CO S     -   508,460.      715,520.      MT  (+/- 180 meters Scaled)
 JL0381
 JL0381                          SUPERSEDED SURVEY CONTROL
 JL0381
 JL0381  NGVD 29 (??/??/92) 1910.857  (m)         6269.20   (f) ADJ UNCH    1 2
 JL0381
 JL0381.Superseded values are not recommended for survey control.
 JL0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0381.See file dsdata.txt to determine how the superseded data were derived.
 JL0381
 JL0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC575627(NAD 83)
 JL0381_MARKER: DB = BENCH MARK DISK
 JL0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0381_STAMPING: 6269.203 B 10 1926
 JL0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0381+STABILITY: SURFACE MOTION
 JL0381
 JL0381  HISTORY     - Date     Condition        Report By
 JL0381  HISTORY     - 1926     MONUMENTED       CGS
 JL0381  HISTORY     - 1962     GOOD             USGS
 JL0381  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0381
 JL0381                          STATION DESCRIPTION
 JL0381
 JL0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 JL0381'6.5 MI E FROM MONTROSE.
 JL0381'6-1/2 MILE EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JL0381'THE STATION AT MONTROSE, MONTROSE COUNTY, OPPOSITE MILEPOST D 345, 25
 JL0381'FEET SOUTH OF THE TRACK, AND 3 FEET LOWER THAN THE TRACK.  A STANDARD
 JL0381'DISK, STAMPED 6269.203 B 10 1926 AND SET IN THE TOP OF A CONCRETE POST
 JL0381'PROJECTING 6 INCHES ABOVE GROUND.
 JL0381
 JL0381                          STATION RECOVERY (1962)
 JL0381
 JL0381'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 JL0381'RECOVERED IN GOOD CONDITION.
 JL0381
 JL0381                          STATION RECOVERY (1984)
 JL0381
 JL0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0027 ***********************************************************************
 KJ0027  DESIGNATION -  B 100
 KJ0027  PID         -  KJ0027
 KJ0027  STATE/COUNTY-  CO/YUMA
 KJ0027  USGS QUAD   -  BONNY RESERVOIR NORTH (1968)
 KJ0027
 KJ0027                         *CURRENT SURVEY CONTROL
 KJ0027  ___________________________________________________________________
 KJ0027* NAD 83(1992)-  39 44 45.05792(N)    102 10 55.12017(W)     ADJUSTED  
 KJ0027* NAVD 88     -      1183.321  (meters)    3882.28   (feet)  ADJUSTED  
 KJ0027  ___________________________________________________________________
 KJ0027  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 KJ0027  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 KJ0027  DYNAMIC HT  -        1182.362 (meters)    3879.13  (feet)  COMP
 KJ0027  MODELED GRAV-     979,774.6   (mgal)                       NAVD 88
 KJ0027
 KJ0027  HORZ ORDER  -  SECOND
 KJ0027  VERT ORDER  -  SECOND    CLASS 0
 KJ0027
 KJ0027.The horizontal coordinates were established by classical geodetic methods
 KJ0027.and adjusted by the National Geodetic Survey in January 1993..
 KJ0027
 KJ0027.The orthometric height was determined by differential leveling
 KJ0027.and adjusted by the National Geodetic Survey in June 1991..
 KJ0027
 KJ0027.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0027
 KJ0027.The geoid height was determined by GEOID03.
 KJ0027
 KJ0027.The dynamic height is computed by dividing the NAVD 88
 KJ0027.geopotential number by the normal gravity value computed on the
 KJ0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0027.degrees latitude (g = 980.6199 gals.).
 KJ0027
 KJ0027.The modeled gravity was interpolated from observed gravity values.
 KJ0027
 KJ0027;                    North         East     Units Scale Factor Converg.
 KJ0027;SPC CO N     -   355,922.079 1,198,720.523   MT  0.99999542   +2 08 38.0
 KJ0027;SPC CO N     - 1,167,721.02  3,932,802.25   sFT  0.99999542   +2 08 38.0
 KJ0027;SPC KS N     -   165,085.481    41,693.848   MT  0.99999413   -2 38 45.6
 KJ0027;UTM  13      - 4,403,347.812   741,452.894   MT  1.00031781   +1 48 09.6
 KJ0027
 KJ0027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0027!SPC CO N     -   0.99981794  x   0.99999542  =   0.99981336
 KJ0027!SPC KS N     -   0.99981794  x   0.99999413  =   0.99981207
 KJ0027!UTM  13      -   0.99981794  x   1.00031781  =   1.00013569
 KJ0027
 KJ0027|---------------------------------------------------------------------|
 KJ0027| PID    Reference Object                     Distance      Geod. Az  |
 KJ0027|                                                           dddmmss.s |
 KJ0027| CP7339 B 100 RM 1                                         08916     |
 KJ0027| KJ0399 JUNCTION ET                         APPROX. 6.3 KM 2670734.8 |
 KJ0027| CP7340 B 100 RM 2                                         26928     |
 KJ0027|---------------------------------------------------------------------|
 KJ0027
 KJ0027                          SUPERSEDED SURVEY CONTROL
 KJ0027
 KJ0027  NAD 83(1986)-  39 44 45.05675(N)    102 10 55.11880(W) AD(       ) 2
 KJ0027  NAD 27      -  39 44 45.08171(N)    102 10 53.43444(W) AD(       ) 2
 KJ0027  NGVD 29 (??/??/92) 1182.832  (m)         3880.67   (f) ADJ UNCH    2 0
 KJ0027
 KJ0027.Superseded values are not recommended for survey control.
 KJ0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0027.See file dsdata.txt to determine how the superseded data were derived.
 KJ0027
 KJ0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGE4145303348(NAD 83)
 KJ0027_MARKER: DB = BENCH MARK DISK
 KJ0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0027_STAMPING: B 100 1935
 KJ0027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KJ0027
 KJ0027  HISTORY     - Date     Condition        Report By
 KJ0027  HISTORY     - 1968     MONUMENTED       CGS
 KJ0027  HISTORY     - 1949     GOOD             USGS
 KJ0027  HISTORY     - 1963     GOOD             USGS
 KJ0027
 KJ0027                          STATION DESCRIPTION
 KJ0027
 KJ0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 KJ0027'THE STATION IS LOCATED NORTH 62 DEG EAST ABOUT 6.6 MILES AIRLINE
 KJ0027'FROM IDALIA, COLORADO NEAR THE NORTHEAST CORNER OF SECTION 4,
 KJ0027'T.4S., R.43W.
 KJ0027'
 KJ0027'TO REACH FROM THE X-RDS. AT IDALIA, GO 2.0 MILES EAST ON
 KJ0027'U.S. HIGHWAY 36, THENCE 3.0 MILES NORTH, THENCE 4.0 MILES EAST
 KJ0027'ON U.S. HIGHWAY 36 TO A FIELD ENTRANCE ON EACH SIDE OF THE
 KJ0027'HIGHWAY AND THE STATION SITE ON THE RIGHT.  THE STATION IS 75.5
 KJ0027'FEET SOUTH OF THE HIGHWAY AND 3.5 FEET SOUTHWEST OF A USGS
 KJ0027'WITNESS SIGN MOUNTED ON A WOODEN FENCE POST.
 KJ0027'
 KJ0027'STATION MARK--A USC AND GS BRONZE DISK SET IN A CONCRETE POST
 KJ0027'PROJECTING 0.3 FOOT AND IS STAMPED B 100 1935.
 KJ0027'
 KJ0027'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET
 KJ0027'CRIMPED TO A COPPERWELD ROD DRIVE TO A DEPTH OF 10 FEET, CENTERED
 KJ0027'IN A PLASTIC PIPE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED
 KJ0027'WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED
 KJ0027'B 100 1935 - 1 1968.
 KJ0027'
 KJ0027'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET
 KJ0027'CRIMPED TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 15 FEET,
 KJ0027'CENTERED IN A PLASTIC PIPE, 6 INCHES IN DIAMETER, 12 INCHES
 KJ0027'LONG FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND
 KJ0027'AND IS STAMPED B 100 1935 - 2 1968.
 KJ0027'
 KJ0027'STATION JUNCTION ET 1968 IS VISIBLE FROM THE GROUND AND WILL
 KJ0027'SERVE AS THE AZIMUTH MARK.
 KJ0027
 KJ0027                          STATION RECOVERY (1949)
 KJ0027
 KJ0027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 KJ0027'7.7 MI W FROM GURNEY.
 KJ0027'IDALIA, COLORADO, YUMA CO., 3 MILES NORTH AND 6 MILES EAST OF, 61
 KJ0027'FT. SOUTH AND 24 FT. EAST OF SECTION LINE ROAD CROSSING U.S. HWY.
 KJ0027'36 AT CORNER OF SECTS. 3-4-33-34 TPS. 3-4 S., R. 43 W., 16 FT.
 KJ0027'EAST OF A FENCE LINE SOUTH.  IN A CONCRETE POST A STD. U.S.C. AND
 KJ0027'C.S. DISK STAMPED B 100 1935
 KJ0027
 KJ0027                          STATION RECOVERY (1963)
 KJ0027
 KJ0027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 KJ0027'STATION LOCATED ABOUT 3 MI. N. AND 6 MI. E. OF IDALIA, YUMA COUNTY,
 KJ0027'COLORADO.
 KJ0027'
 KJ0027'TO REACH THE STATION FROM IDALIA, GO E., N., AND E. 9.0 MI. ALONG
 KJ0027'U.S. HIGHWAY 36 TO SECTION LINE FENCE N-S.  BENCH MARK IS 75.5 FT. S.
 KJ0027'OF CENTERLINE HIGHWAY AND 18 FT. E. CENTERLINE FIELD DRIVE S.
 KJ0027'
 KJ0027'STATION MARK--STANDARD USC AND GS DISK STAMPED---B-100 1935---, SET
 KJ0027'IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0519 ***********************************************************************
 LL0519  DESIGNATION -  B 105
 LL0519  PID         -  LL0519
 LL0519  STATE/COUNTY-  CO/LARIMER
 LL0519  USGS QUAD   -  FORT COLLINS (1984)
 LL0519
 LL0519                         *CURRENT SURVEY CONTROL
 LL0519  ___________________________________________________________________
 LL0519* NAD 83(1986)-  40 33 08.     (N)    105 04 37.     (W)     SCALED    
 LL0519* NAVD 88     -      1531.071  (meters)    5023.19   (feet)  ADJUSTED  
 LL0519  ___________________________________________________________________
 LL0519  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 LL0519  DYNAMIC HT  -        1529.775 (meters)    5018.94  (feet)  COMP
 LL0519  MODELED GRAV-     979,724.9   (mgal)                       NAVD 88
 LL0519
 LL0519  VERT ORDER  -  SECOND    CLASS 0
 LL0519
 LL0519.The horizontal coordinates were scaled from a topographic map and have
 LL0519.an estimated accuracy of +/- 6 seconds.
 LL0519
 LL0519.The orthometric height was determined by differential leveling
 LL0519.and adjusted by the National Geodetic Survey in June 1991..
 LL0519
 LL0519.The geoid height was determined by GEOID03.
 LL0519
 LL0519.The dynamic height is computed by dividing the NAVD 88
 LL0519.geopotential number by the normal gravity value computed on the
 LL0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0519.degrees latitude (g = 980.6199 gals.).
 LL0519
 LL0519.The modeled gravity was interpolated from observed gravity values.
 LL0519
 LL0519;                    North         East    Units  Estimated Accuracy
 LL0519;SPC CO N     -   440,220.      950,230.      MT  (+/- 180 meters Scaled)
 LL0519
 LL0519                          SUPERSEDED SURVEY CONTROL
 LL0519
 LL0519  NGVD 29 (??/??/92) 1530.094  (m)         5019.98   (f) ADJ UNCH    2 0
 LL0519
 LL0519.Superseded values are not recommended for survey control.
 LL0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0519.See file dsdata.txt to determine how the superseded data were derived.
 LL0519
 LL0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE934890(NAD 83)
 LL0519_MARKER: DB = BENCH MARK DISK
 LL0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0519_STAMPING: B 105 1935
 LL0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0519+STABILITY: SURFACE MOTION
 LL0519
 LL0519  HISTORY     - Date     Condition        Report By
 LL0519  HISTORY     - 1935     MONUMENTED       CGS
 LL0519  HISTORY     - 1952     GOOD             NGS
 LL0519  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0519
 LL0519                          STATION DESCRIPTION
 LL0519
 LL0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 LL0519'1.4 MI S FROM FORT COLLINS.
 LL0519'1.45 MILES SOUTH ALONG U.S. HIGHWAYS 87 AND 287 FROM THE SOUTH
 LL0519'MAIN ENTRANCE TO COLORADO A. AND M. COLLEGE AT FORT COLLINS,
 LL0519'55 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 27 FEET
 LL0519'SOUTH OF THE CENTER LINE OF AN EAST AND WEST GRAVELED ROAD, 187
 LL0519'FEET NORTHEAST OF THE NORTHEAST CORNER OF A RED BRICK HOUSE,
 LL0519'7 FEET NORTHWEST OF A FENCE CORNER, 3 FEET WEST OF A WITNESS
 LL0519'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT
 LL0519'ABOVE THE GROUND.
 LL0519
 LL0519                          STATION RECOVERY (1984)
 LL0519
 LL0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0520 ***********************************************************************
 LL0520  DESIGNATION -  B 105 RESET
 LL0520  PID         -  LL0520
 LL0520  STATE/COUNTY-  CO/LARIMER
 LL0520  USGS QUAD   -  FORT COLLINS (1984)
 LL0520
 LL0520                         *CURRENT SURVEY CONTROL
 LL0520  ___________________________________________________________________
 LL0520* NAD 83(1986)-  40 33 09.     (N)    105 04 37.     (W)     SCALED    
 LL0520* NAVD 88     -      1531.24   (+/-2cm)    5023.7    (feet)  VERTCON   
 LL0520  ___________________________________________________________________
 LL0520  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 LL0520
 LL0520  VERT ORDER  -  THIRD (See Below)
 LL0520
 LL0520.The horizontal coordinates were scaled from a topographic map and have
 LL0520.an estimated accuracy of +/- 6 seconds.
 LL0520
 LL0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL0520.The vertical order pertains to the NGVD 29 superseded value.
 LL0520
 LL0520.The geoid height was determined by GEOID03.
 LL0520
 LL0520;                    North         East    Units  Estimated Accuracy
 LL0520;SPC CO N     -   440,250.      950,230.      MT  (+/- 180 meters Scaled)
 LL0520
 LL0520                          SUPERSEDED SURVEY CONTROL
 LL0520
 LL0520  NGVD 29 (??/??/??) 1530.33   (m)         5020.8    (f) RESET       3  
 LL0520
 LL0520.Superseded values are not recommended for survey control.
 LL0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0520.See file dsdata.txt to determine how the superseded data were derived.
 LL0520
 LL0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE934890(NAD 83)
 LL0520_MARKER: DB = BENCH MARK DISK
 LL0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0520_STAMPING: B 105 RESET 1959
 LL0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0520+STABILITY: SURFACE MOTION
 LL0520
 LL0520  HISTORY     - Date     Condition        Report By
 LL0520  HISTORY     - 1959     MONUMENTED       CODH
 LL0520
 LL0520                          STATION DESCRIPTION
 LL0520
 LL0520'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1959
 LL0520'1.45 MI S FROM FT. COLLINS.
 LL0520'THE MARK IS LOCATED 1.45 MILES SOUTH ALONG U.S. HIGHWAY 87 AND
 LL0520'287 FROM THE SOUTH MAIN ENTRANCE TO COLORADO STATE UNIVERSITY AT
 LL0520'FT. COLLINS, 103 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 24
 LL0520'FEET SOUTH OF THE CENTERLINE OF AN EAST AND WEST GRAVELED ROAD, 2.5
 LL0520'FEET NORTH AND 3.5 FEET WEST OF A FENCE CORNER, SET IN THE TOP OF A
 LL0520'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0521 ***********************************************************************
 LL0521  DESIGNATION -  B 105 RESET
 LL0521  PID         -  LL0521
 LL0521  STATE/COUNTY-  CO/LARIMER
 LL0521  USGS QUAD   -  FORT COLLINS (1984)
 LL0521
 LL0521                         *CURRENT SURVEY CONTROL
 LL0521  ___________________________________________________________________
 LL0521* NAD 83(1986)-  40 33 08.     (N)    105 04 37.     (W)     SCALED    
 LL0521* NAVD 88     -      1530.78   (+/-2cm)    5022.2    (feet)  VERTCON   
 LL0521  ___________________________________________________________________
 LL0521  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 LL0521
 LL0521  VERT ORDER  -  THIRD (See Below)
 LL0521
 LL0521.The horizontal coordinates were scaled from a topographic map and have
 LL0521.an estimated accuracy of +/- 6 seconds.
 LL0521
 LL0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL0521.The vertical order pertains to the NGVD 29 superseded value.
 LL0521
 LL0521.The geoid height was determined by GEOID03.
 LL0521
 LL0521;                    North         East    Units  Estimated Accuracy
 LL0521;SPC CO N     -   440,220.      950,230.      MT  (+/- 180 meters Scaled)
 LL0521
 LL0521                          SUPERSEDED SURVEY CONTROL
 LL0521
 LL0521  NGVD 29 (03/28/06) 1529.87   (m)         5019.2    (f) RESET       3  
 LL0521
 LL0521.Superseded values are not recommended for survey control.
 LL0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0521.See file dsdata.txt to determine how the superseded data were derived.
 LL0521
 LL0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE934890(NAD 83)
 LL0521_MARKER: DB = BENCH MARK DISK
 LL0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0521_STAMPING: B 105 RESET 1966
 LL0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0521+STABILITY: SURFACE MOTION
 LL0521
 LL0521  HISTORY     - Date     Condition        Report By
 LL0521  HISTORY     - 1966     MONUMENTED       LOCENG
 LL0521  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0521
 LL0521                          STATION DESCRIPTION
 LL0521
 LL0521'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1966
 LL0521'1.45 MI S FROM FORT COLLINS.
 LL0521'1.45 SOUTH ALONG U.S. HIGHWAY 87 AND 287 FROM THE SOUTH MAIN
 LL0521'ENTRANCE TO COLORADO STATE UNIVERSITY, NEAR THE NORTHEAST CORNER OF
 LL0521'SECTION 26, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL
 LL0521'MERIDIAN, 56.2 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 49.5
 LL0521'FEET SOUTH OF THE CENTERLINE OF DRAKE ROAD, 6.5 FEET BACK OF A CURB
 LL0521'RADIUS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 LL0521
 LL0521                          STATION RECOVERY (1984)
 LL0521
 LL0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0018 ***********************************************************************
 JM0018  DESIGNATION -  B 11
 JM0018  PID         -  JM0018
 JM0018  STATE/COUNTY-  CO/DELTA
 JM0018  USGS QUAD   -  DOMINGUEZ (1969)
 JM0018
 JM0018                         *CURRENT SURVEY CONTROL
 JM0018  ___________________________________________________________________
 JM0018* NAD 83(1986)-  38 49 19.     (N)    108 19 29.     (W)     SCALED    
 JM0018* NAVD 88     -      1453.086  (meters)    4767.33   (feet)  POSTED    
 JM0018  ___________________________________________________________________
 JM0018  GEOID HEIGHT-         -16.67  (meters)                     GEOID03
 JM0018  DYNAMIC HT  -        1451.630 (meters)    4762.56  (feet)  COMP
 JM0018  MODELED GRAV-     979,572.8   (mgal)                       NAVD 88
 JM0018
 JM0018  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JM0018
 JM0018.The horizontal coordinates were scaled from a topographic map and have
 JM0018.an estimated accuracy of +/- 6 seconds.
 JM0018
 JM0018.The orthometric height was determined by differential leveling
 JM0018.and adjusted by the National Geodetic Survey in 1992..
 JM0018.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JM0018.rate of 0.0 thru 1.0 mm/km.
 JM0018
 JM0018.The geoid height was determined by GEOID03.
 JM0018
 JM0018.The dynamic height is computed by dividing the NAVD 88
 JM0018.geopotential number by the normal gravity value computed on the
 JM0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0018.degrees latitude (g = 980.6199 gals.).
 JM0018
 JM0018.The modeled gravity was interpolated from observed gravity values.
 JM0018
 JM0018;                    North         East    Units  Estimated Accuracy
 JM0018;SPC CO C     -   418,360.      669,150.      MT  (+/- 180 meters Scaled)
 JM0018
 JM0018                          SUPERSEDED SURVEY CONTROL
 JM0018
 JM0018  NGVD 29 (??/??/92) 1452.017  (m)         4763.83   (f) ADJ UNCH    1 2
 JM0018
 JM0018.Superseded values are not recommended for survey control.
 JM0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0018.See file dsdata.txt to determine how the superseded data were derived.
 JM0018
 JM0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ322004(NAD 83)
 JM0018_MARKER: DB = BENCH MARK DISK
 JM0018_SETTING: 80 = SET IN A BOULDER
 JM0018_SP_SET: BOULDER
 JM0018_STAMPING: 4763.826 B 11 1926
 JM0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0018+STABILITY: SURFACE MOTION
 JM0018
 JM0018  HISTORY     - Date     Condition        Report By
 JM0018  HISTORY     - 1926     MONUMENTED       CGS
 JM0018  HISTORY     - 1960     MARK NOT FOUND   NGS
 JM0018
 JM0018                          STATION DESCRIPTION
 JM0018
 JM0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JM0018'18.9 MI SE FROM WHITEWATER.
 JM0018'IN DELTA COUNTY 18.9 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE
 JM0018'WESTERN RAILROAD FROM THE STATION AT WHITEWATER, MESA COUNTY, 705 FEET
 JM0018'SOUTH OF MILEPOST D-393, 240 FEET SOUTH OF A ROAD CROSSING, 55 FEET
 JM0018'EAST OF THE TRACK, 1/2 FOOT LOWER THAN THE TRACK, AND IN THE TOP OF AN
 JM0018'IMMENSE SANDSTONE BOULDER ABOUT 8 FEET ABOVE GROUND.  A STANDARD DISK,
 JM0018'STAMPED 4763.826 B 11 1926.  NOTE-- THE ABOVE BENCH MARK IS THE ONLY
 JM0018'MARK BETWEEN ROUBIDEAU AND WHITEWATER THAT CAN BE APPROACHED BY
 JM0018'AUTOMOBILE WITHOUT FORDING GUNNISON RIVER.  THE POINT OF DEPARTURE
 JM0018'FROM U.S. HIGHWAY 50 TO REACH THIS POINT IS AT THE FOOT OF A HILL
 JM0018'KNOWN LOCALLY AS FOOLS HILL, ABOUT 18 MILES EAST OF WHITE WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0273 ***********************************************************************
 JK0273  DESIGNATION -  B 110 RESET
 JK0273  PID         -  JK0273
 JK0273  STATE/COUNTY-  CO/EL PASO
 JK0273  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK0273
 JK0273                         *CURRENT SURVEY CONTROL
 JK0273  ___________________________________________________________________
 JK0273* NAD 83(1986)-  38 48 23.     (N)    104 49 19.     (W)     SCALED    
 JK0273* NAVD 88     -      1813.64   (meters)    5950.3    (feet)  RESET     
 JK0273  ___________________________________________________________________
 JK0273  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 JK0273
 JK0273  VERT ORDER  -  THIRD
 JK0273
 JK0273.The horizontal coordinates were scaled from a topographic map and have
 JK0273.an estimated accuracy of +/- 6 seconds.
 JK0273
 JK0273.The orthometric height was computed from unverified reset data.
 JK0273.No vertical observational check was made to the station.
 JK0273
 JK0273.The geoid height was determined by GEOID03.
 JK0273
 JK0273;                    North         East    Units  Estimated Accuracy
 JK0273;SPC CO C     -   413,040.      973,300.      MT  (+/- 180 meters Scaled)
 JK0273
 JK0273                          SUPERSEDED SURVEY CONTROL
 JK0273
 JK0273  NGVD 29 (??/??/??) 1812.59   (m)         5946.8    (f) RESET       3  
 JK0273
 JK0273.Superseded values are not recommended for survey control.
 JK0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0273.See file dsdata.txt to determine how the superseded data were derived.
 JK0273
 JK0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC154953(NAD 83)
 JK0273_MARKER: DD = SURVEY DISK
 JK0273_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JK0273_SP_SET: CULVERT
 JK0273_STAMPING: B 110 1935 RESET 1940
 JK0273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK0273
 JK0273  HISTORY     - Date     Condition        Report By
 JK0273  HISTORY     - 1940     MONUMENTED       CODH
 JK0273
 JK0273                          STATION DESCRIPTION
 JK0273
 JK0273'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1940
 JK0273'1.9 MI S FROM COLORADO SPRINGS.
 JK0273'A BRASS CAP ON THE EAST HEADWALL OF A CONCRETE BOX CULVERT ON
 JK0273'THE BROADMOOR ROAD.  THIS NEW HEADWALL IS 30 FEET SOUTH AND 20 FEET
 JK0273'EAST OF THE HEADWALL THAT WAS DESTROYED.  THE ELEVATION OF THE MARK
 JK0273'IN THE NEW LOCATION IS 0.110 FEET HIGHER THAN THE ORIGINAL
 JK0273'ELEVATION.  ORIGINAL DESCRIPTION - 1.9 MILES SOUTH ALONG U.S.
 JK0273'HIGHWAY 85 FROM THE POST OFFICE AT COLORADO SPRINGS, AT THE
 JK0273'JUNCTION OF STATE HIGHWAY 122, 27 FEET EAST OF THE CENTERLINE OF
 JK0273'STATE HIGHWAY 122, 110 FEET SOUTH OF THE CENTERLINE OF A ROAD
 JK0273'LEADING WEST TO CHEYENNE CANYON, AT A CONCRETE BOX CULVERT, AND IN
 JK0273'THE TOP OF THE EAST HEADWALL.  A STANDARD DISK, STAMPED B 110 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0038 ***********************************************************************
 JJ0038  DESIGNATION -  B 12
 JJ0038  PID         -  JJ0038
 JJ0038  STATE/COUNTY-  CO/CHEYENNE
 JJ0038  USGS QUAD   -  CHEYENNE WELLS (1982)
 JJ0038
 JJ0038                         *CURRENT SURVEY CONTROL
 JJ0038  ___________________________________________________________________
 JJ0038* NAD 83(1986)-  38 50 38.     (N)    102 15 32.     (W)     SCALED    
 JJ0038* NAVD 88     -      1256.896  (meters)    4123.67   (feet)  ADJUSTED  
 JJ0038  ___________________________________________________________________
 JJ0038  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 JJ0038  DYNAMIC HT  -        1255.760 (meters)    4119.94  (feet)  COMP
 JJ0038  MODELED GRAV-     979,680.1   (mgal)                       NAVD 88
 JJ0038
 JJ0038  VERT ORDER  -  FIRST     CLASS II
 JJ0038
 JJ0038.The horizontal coordinates were scaled from a topographic map and have
 JJ0038.an estimated accuracy of +/- 6 seconds.
 JJ0038
 JJ0038.The orthometric height was determined by differential leveling
 JJ0038.and adjusted by the National Geodetic Survey in June 1991..
 JJ0038.WARNING-Repeat measurements at this control monument indicate possible
 JJ0038.vertical movement.
 JJ0038
 JJ0038.The geoid height was determined by GEOID03.
 JJ0038
 JJ0038.The dynamic height is computed by dividing the NAVD 88
 JJ0038.geopotential number by the normal gravity value computed on the
 JJ0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0038.degrees latitude (g = 980.6199 gals.).
 JJ0038
 JJ0038.The modeled gravity was interpolated from observed gravity values.
 JJ0038
 JJ0038;                    North         East    Units  Estimated Accuracy
 JJ0038;SPC CO C     -   422,000.    1,195,710.      MT  (+/- 180 meters Scaled)
 JJ0038
 JJ0038                          SUPERSEDED SURVEY CONTROL
 JJ0038
 JJ0038  NGVD 29 (??/??/92) 1256.397  (m)         4122.03   (f) ADJ UNCH    1 2
 JJ0038
 JJ0038.Superseded values are not recommended for survey control.
 JJ0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0038.See file dsdata.txt to determine how the superseded data were derived.
 JJ0038
 JJ0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD378030(NAD 83)
 JJ0038_MARKER: DB = BENCH MARK DISK
 JJ0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0038_STAMPING: B 12 1926 4121.878
 JJ0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0038+STABILITY: SURFACE MOTION
 JJ0038
 JJ0038  HISTORY     - Date     Condition        Report By
 JJ0038  HISTORY     - 1926     MONUMENTED       CGS
 JJ0038  HISTORY     - 1952     GOOD             NGS
 JJ0038
 JJ0038                          STATION DESCRIPTION
 JJ0038
 JJ0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JJ0038'5.2 MI E FROM CHEYENNE WELLS.
 JJ0038'5.2 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 JJ0038'CHEYENNE WELLS, AT A ROAD CROSSING, 5 POLES EAST OF MILEPOST 458,
 JJ0038'57 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH DIRT ROAD,
 JJ0038'45.3 FEET NORTH OF THE NORTH RAIL, 4.8 FEET SOUTHWEST OF A FENCE
 JJ0038'CORNER, 3 FEET SOUTH OF A FENCE 1.3 FEET NORTH OF A WITNESS POST,
 JJ0038'SET IN THE TOP OF A CONCRETE POST WHICH IS 0.1 FOOT BELOW THE TOP
 JJ0038'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0055 ***********************************************************************
 KJ0055  DESIGNATION -  B 13 RESET
 KJ0055  PID         -  KJ0055
 KJ0055  STATE/COUNTY-  CO/KIT CARSON
 KJ0055  USGS QUAD   -  BURLINGTON (1984)
 KJ0055
 KJ0055                         *CURRENT SURVEY CONTROL
 KJ0055  ___________________________________________________________________
 KJ0055* NAD 83(1986)-  39 18 25.     (N)    102 16 04.     (W)     SCALED    
 KJ0055* NAVD 88     -      1269.87   (meters)    4166.2    (feet)  RESET     
 KJ0055  ___________________________________________________________________
 KJ0055  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 KJ0055
 KJ0055  VERT ORDER  -  THIRD
 KJ0055
 KJ0055.The horizontal coordinates were scaled from a topographic map and have
 KJ0055.an estimated accuracy of +/- 6 seconds.
 KJ0055
 KJ0055.The orthometric height was computed from unverified reset data.
 KJ0055
 KJ0055.The geoid height was determined by GEOID03.
 KJ0055
 KJ0055;                    North         East    Units  Estimated Accuracy
 KJ0055;SPC CO C     -   473,340.    1,193,110.      MT  (+/- 180 meters Scaled)
 KJ0055
 KJ0055                          SUPERSEDED SURVEY CONTROL
 KJ0055
 KJ0055.No superseded survey control is available for this station.
 KJ0055
 KJ0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD355543(NAD 83)
 KJ0055_MARKER: DB = BENCH MARK DISK
 KJ0055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KJ0055_SP_SET: FOUNDATION
 KJ0055_STAMPING: B 13 1926
 KJ0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KJ0055
 KJ0055  HISTORY     - Date     Condition        Report By
 KJ0055  HISTORY     - 1926     MONUMENTED       USGS
 KJ0055  HISTORY     - 1961     GOOD             NGS
 KJ0055
 KJ0055                          STATION DESCRIPTION
 KJ0055
 KJ0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KJ0055'AT BURLINGTON.
 KJ0055'AT BURLINGTON, 461.4 FEET SOUTH OF THE CHICAGO, ROCK ISLAND
 KJ0055'AND PACIFIC RAILROAD STATION, 99.4 FEET SOUTH OF A STREET
 KJ0055'CROSSING, 34.3 FEET EAST OF THE CENTERLINE OF MAIN STREET, 4.9
 KJ0055'FEET EAST OF THE CURB, AND SET HORIZONTALLY FLUSH WITH THE
 KJ0055'SIDEWALK IN A CONCRETE FOUNDATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0096 ***********************************************************************
 LM0096  DESIGNATION -  B 131
 LM0096  PID         -  LM0096
 LM0096  STATE/COUNTY-  CO/JACKSON
 LM0096  USGS QUAD   -  INDEPENDENCE MOUNTAIN (1955)
 LM0096
 LM0096                         *CURRENT SURVEY CONTROL
 LM0096  ___________________________________________________________________
 LM0096* NAD 83(1986)-  40 58 24.     (N)    106 23 23.     (W)     SCALED    
 LM0096* NAVD 88     -      2433.673  (meters)    7984.48   (feet)  ADJUSTED  
 LM0096  ___________________________________________________________________
 LM0096  GEOID HEIGHT-         -11.20  (meters)                     GEOID03
 LM0096  DYNAMIC HT  -        2431.266 (meters)    7976.58  (feet)  COMP
 LM0096  MODELED GRAV-     979,547.1   (mgal)                       NAVD 88
 LM0096
 LM0096  VERT ORDER  -  SECOND    CLASS 0
 LM0096
 LM0096.The horizontal coordinates were scaled from a topographic map and have
 LM0096.an estimated accuracy of +/- 6 seconds.
 LM0096
 LM0096.The orthometric height was determined by differential leveling
 LM0096.and adjusted by the National Geodetic Survey in June 1991..
 LM0096
 LM0096.The geoid height was determined by GEOID03.
 LM0096
 LM0096.The dynamic height is computed by dividing the NAVD 88
 LM0096.geopotential number by the normal gravity value computed on the
 LM0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0096.degrees latitude (g = 980.6199 gals.).
 LM0096
 LM0096.The modeled gravity was interpolated from observed gravity values.
 LM0096
 LM0096;                    North         East    Units  Estimated Accuracy
 LM0096;SPC CO N     -   487,280.      839,510.      MT  (+/- 180 meters Scaled)
 LM0096
 LM0096                          SUPERSEDED SURVEY CONTROL
 LM0096
 LM0096  NGVD 29 (??/??/92) 2432.368  (m)         7980.19   (f) ADJ UNCH    2 0
 LM0096
 LM0096.Superseded values are not recommended for survey control.
 LM0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0096.See file dsdata.txt to determine how the superseded data were derived.
 LM0096
 LM0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF830367(NAD 83)
 LM0096_MARKER: DB = BENCH MARK DISK
 LM0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0096_STAMPING: B 131 1934
 LM0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0096+STABILITY: SURFACE MOTION
 LM0096
 LM0096  HISTORY     - Date     Condition        Report By
 LM0096  HISTORY     - 1934     MONUMENTED       CGS
 LM0096  HISTORY     - 1949     GOOD             USGS
 LM0096
 LM0096                          STATION DESCRIPTION
 LM0096
 LM0096'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 LM0096'10.2 MI NW FROM NORTHGATE.
 LM0096'10.2 MILES NORTHWEST OF NORTHGATE.  THIS BENCH MARK MAY BE REACHED
 LM0096'FROM COWDREY BY GOING 10.6 MILES NORTH ALONG STATE HIGHWAY 125, THENCE
 LM0096'0.6 MILE WEST ALONG A GRADED ROAD THROUGH A CATTLE GUARD TO A ROAD
 LM0096'INTERSECTION, THENCE 0.2 MILE SOUTH ALONG OLD STATE HIGHWAY 125 TO THE
 LM0096'SECOND SUMMIT SOUTH OF THE TOP OF A HILL.  IT IS ON THE OLD
 LM0096'NORTHGATE-ENCAMPMENT ROAD, AND 36 FEET SOUTHWEST OF THE CENTERLINE OF
 LM0096'THE ROAD.  A STANDARD DISK, STAMPED B 131 1934 AND SET IN THE TOP OF A
 LM0096'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0168 ***********************************************************************
 LM0168  DESIGNATION -  B 133
 LM0168  PID         -  LM0168
 LM0168  STATE/COUNTY-  CO/JACKSON
 LM0168  USGS QUAD   -  RAND (1956)
 LM0168
 LM0168                         *CURRENT SURVEY CONTROL
 LM0168  ___________________________________________________________________
 LM0168* NAD 83(1986)-  40 27 15.     (N)    106 10 48.     (W)     SCALED    
 LM0168* NAVD 88     -      2630.023  (meters)    8628.67   (feet)  ADJUSTED  
 LM0168  ___________________________________________________________________
 LM0168  GEOID HEIGHT-         -12.04  (meters)                     GEOID03
 LM0168  DYNAMIC HT  -        2627.132 (meters)    8619.18  (feet)  COMP
 LM0168  MODELED GRAV-     979,430.3   (mgal)                       NAVD 88
 LM0168
 LM0168  VERT ORDER  -  SECOND    CLASS 0
 LM0168
 LM0168.The horizontal coordinates were scaled from a topographic map and have
 LM0168.an estimated accuracy of +/- 6 seconds.
 LM0168
 LM0168.The orthometric height was determined by differential leveling
 LM0168.and adjusted by the National Geodetic Survey in June 1991..
 LM0168
 LM0168.The geoid height was determined by GEOID03.
 LM0168
 LM0168.The dynamic height is computed by dividing the NAVD 88
 LM0168.geopotential number by the normal gravity value computed on the
 LM0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0168.degrees latitude (g = 980.6199 gals.).
 LM0168
 LM0168.The modeled gravity was interpolated from observed gravity values.
 LM0168
 LM0168;                    North         East    Units  Estimated Accuracy
 LM0168;SPC CO N     -   429,470.      856,720.      MT  (+/- 180 meters Scaled)
 LM0168
 LM0168                          SUPERSEDED SURVEY CONTROL
 LM0168
 LM0168  NGVD 29 (??/??/92) 2628.576  (m)         8623.92   (f) ADJ UNCH    2 0
 LM0168
 LM0168.Superseded values are not recommended for survey control.
 LM0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0168.See file dsdata.txt to determine how the superseded data were derived.
 LM0168
 LM0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE999788(NAD 83)
 LM0168_MARKER: DB = BENCH MARK DISK
 LM0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0168_STAMPING: B 133 1934
 LM0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0168+STABILITY: SURFACE MOTION
 LM0168
 LM0168  HISTORY     - Date     Condition        Report By
 LM0168  HISTORY     - 1934     MONUMENTED       CGS
 LM0168  HISTORY     - 1954     MARK NOT FOUND   NGS
 LM0168
 LM0168                          STATION DESCRIPTION
 LM0168
 LM0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LM0168'IN RAND.
 LM0168'AT RAND, JACKSON COUNTY, DIRECTLY ACROSS THE STREET FROM THE PUBLIC
 LM0168'SCHOOL, AT THE SOUTHWEST CORNER OF THE YARD OF COHAGN CABIN, 3 FEET
 LM0168'WEST OF THE PROJECTED LINE OF THE STEEL POSTS SUPPORTING SWINGS IN THE
 LM0168'SCHOOL YARD, AND 30 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY.
 LM0168'A STANDARD DISK, STAMPED B 133 1934 AND SET IN THE TOP OF A CONCRETE
 LM0168'POST.  NOTE-- IT MAY HAVE BEEN DESTROYED WHEN THE HIGHWAY WAS CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0091 ***********************************************************************
 LM0091  DESIGNATION -  B 134
 LM0091  PID         -  LM0091
 LM0091  STATE/COUNTY-  CO/JACKSON
 LM0091  USGS QUAD   -  GOULD (1955)
 LM0091
 LM0091                         *CURRENT SURVEY CONTROL
 LM0091  ___________________________________________________________________
 LM0091* NAD 83(1986)-  40 35 55.     (N)    106 05 03.     (W)     SCALED    
 LM0091* NAVD 88     -      2612.578  (meters)    8571.43   (feet)  ADJUSTED  
 LM0091  ___________________________________________________________________
 LM0091  GEOID HEIGHT-         -11.88  (meters)                     GEOID03
 LM0091  DYNAMIC HT  -        2609.720 (meters)    8562.06  (feet)  COMP
 LM0091  MODELED GRAV-     979,436.5   (mgal)                       NAVD 88
 LM0091
 LM0091  VERT ORDER  -  SECOND    CLASS 0
 LM0091
 LM0091.The horizontal coordinates were scaled from a topographic map and have
 LM0091.an estimated accuracy of +/- 6 seconds.
 LM0091
 LM0091.The orthometric height was determined by differential leveling
 LM0091.and adjusted by the National Geodetic Survey in June 1991..
 LM0091
 LM0091.The geoid height was determined by GEOID03.
 LM0091
 LM0091.The dynamic height is computed by dividing the NAVD 88
 LM0091.geopotential number by the normal gravity value computed on the
 LM0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0091.degrees latitude (g = 980.6199 gals.).
 LM0091
 LM0091.The modeled gravity was interpolated from observed gravity values.
 LM0091
 LM0091;                    North         East    Units  Estimated Accuracy
 LM0091;SPC CO N     -   445,450.      864,960.      MT  (+/- 180 meters Scaled)
 LM0091
 LM0091                          SUPERSEDED SURVEY CONTROL
 LM0091
 LM0091  NGVD 29 (??/??/92) 2611.106  (m)         8566.60   (f) ADJ UNCH    2 0
 LM0091
 LM0091.Superseded values are not recommended for survey control.
 LM0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0091.See file dsdata.txt to determine how the superseded data were derived.
 LM0091
 LM0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE082947(NAD 83)
 LM0091_MARKER: DB = BENCH MARK DISK
 LM0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0091_STAMPING: B-134 1934
 LM0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0091+STABILITY: SURFACE MOTION
 LM0091
 LM0091  HISTORY     - Date     Condition        Report By
 LM0091  HISTORY     - 1934     MONUMENTED       CGS
 LM0091
 LM0091                          STATION DESCRIPTION
 LM0091
 LM0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LM0091'14.7 MI E FROM WALDEN.
 LM0091'14.7 MILES EAST OF, ALONG HIGHWAY NO. 14, FROM FIRST NATL BANK
 LM0091'BUILDING.  ABOUT 590 FEET SOUTH OF NORLIN RANCH HOUSE, IN V FORMED BY
 LM0091'OLD AND NEW HIGHWAY.  35 FEET SOUTHWEST OF CENTERLINE OF NEW HIGHWAY
 LM0091'NO. 14.  30 FEET NORTHEAST OF CENTERLINE OF OLD HWY. NO. 14.  3 FEET
 LM0091'SOUTHEAST OF PROJECTED CENTERLINE OF CULVERT UNDER NEW HWY. 14. TABLET
 LM0091'SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0916 ***********************************************************************
 LL0916  DESIGNATION -  B 135
 LL0916  PID         -  LL0916
 LL0916  STATE/COUNTY-  CO/LARIMER
 LL0916  USGS QUAD   -  RUSTIC (1962)
 LL0916
 LL0916                         *CURRENT SURVEY CONTROL
 LL0916  ___________________________________________________________________
 LL0916* NAD 83(1992)-  40 42 03.75660(N)    105 33 45.56353(W)     ADJUSTED  
 LL0916* NAVD 88     -      2164.568  (meters)    7101.59   (feet)  ADJUSTED  
 LL0916  ___________________________________________________________________
 LL0916  X           -  -1,299,589.921 (meters)                     COMP
 LL0916  Y           -  -4,666,348.048 (meters)                     COMP
 LL0916  Z           -   4,138,714.318 (meters)                     COMP
 LL0916  LAPLACE CORR-         -14.06  (seconds)                    DEFLEC99
 LL0916  ELLIP HEIGHT-        2152.62  (meters)          (12/03/02) GPS OBS
 LL0916  GEOID HEIGHT-         -11.97  (meters)                     GEOID03
 LL0916  DYNAMIC HT  -        2162.484 (meters)    7094.75  (feet)  COMP
 LL0916  MODELED GRAV-     979,584.4   (mgal)                       NAVD 88
 LL0916
 LL0916  HORZ ORDER  -  FIRST
 LL0916  VERT ORDER  -  SECOND    CLASS 0
 LL0916  ELLP ORDER  -  FOURTH    CLASS II
 LL0916
 LL0916.The horizontal coordinates were established by GPS observations
 LL0916.and adjusted by the National Geodetic Survey in March 1998..
 LL0916
 LL0916.The orthometric height was determined by differential leveling
 LL0916.and adjusted by the National Geodetic Survey in June 1991..
 LL0916
 LL0916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL0916
 LL0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL0916
 LL0916.The ellipsoidal height was determined by GPS observations
 LL0916.and is referenced to NAD 83.
 LL0916
 LL0916.The geoid height was determined by GEOID03.
 LL0916
 LL0916.The dynamic height is computed by dividing the NAVD 88
 LL0916.geopotential number by the normal gravity value computed on the
 LL0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0916.degrees latitude (g = 980.6199 gals.).
 LL0916
 LL0916.The modeled gravity was interpolated from observed gravity values.
 LL0916
 LL0916;                    North         East     Units Scale Factor Converg.
 LL0916;SPC CO N     -   456,664.422   909,106.528   MT  0.99998768   -0 02 25.7
 LL0916;SPC CO N     - 1,498,239.86  2,982,627.00   sFT  0.99998768   -0 02 25.7
 LL0916;UTM  13      - 4,505,723.120   452,466.444   MT  0.99962781   -0 22 00.9
 LL0916
 LL0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL0916!SPC CO N     -   0.99966244  x   0.99998768  =   0.99965013
 LL0916!UTM  13      -   0.99966244  x   0.99962781  =   0.99929038
 LL0916
 LL0916                          SUPERSEDED SURVEY CONTROL
 LL0916
 LL0916  ELLIP H (03/31/98) 2152.64   (m)                       GP(       ) 4 1
 LL0916  NAVD 88 (03/31/98) 2164.57   (m)         7101.6    (f) LEVELING    3  
 LL0916  NGVD 29 (??/??/92) 2163.386  (m)         7097.71   (f) ADJ UNCH    2 0
 LL0916
 LL0916.Superseded values are not recommended for survey control.
 LL0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0916.See file dsdata.txt to determine how the superseded data were derived.
 LL0916
 LL0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF5246605723(NAD 83)
 LL0916_MARKER: DB = BENCH MARK DISK
 LL0916_SETTING: 80 = SET IN A BOULDER
 LL0916_STAMPING: B 135 1934
 LL0916_MARK LOGO: CGS   
 LL0916_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0916+STABILITY: SURFACE MOTION
 LL0916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0916+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1997
 LL0916
 LL0916  HISTORY     - Date     Condition        Report By
 LL0916  HISTORY     - 1934     MONUMENTED       CGS
 LL0916  HISTORY     - 19970224 GOOD             CODOT
 LL0916
 LL0916                          STATION DESCRIPTION
 LL0916
 LL0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0916'21.5 MI NE FROM CHAMBERS LAKE.
 LL0916'21.5 MILES NORTHEAST OF, ALONG HWY. 14, FROM JCT. OF ROADS ABOUT
 LL0916'1 MILE EAST OF RUSTIC RESORT, DIRECTLY SOUTH AND IMMEDIATELY BELOW
 LL0916'HIGHEST POINT OF NORTH CLIFF, 60 FEET NORTH OF ABRUPT BREAK IN FLAT
 LL0916'TO A SECONDARY LEVEL, 35 FEET SOUTH OF CENTERLINE OF ROAD, 25 FEET
 LL0916'SOUTHEAST OF LARGE BOULDER ON SOUTH BANK OF ROAD, IN THE EXACT APEX
 LL0916'OF BOULDER 6 X 6 X 3 FEET, BRONZE TABLET SET HORIZONTALLY.
 LL0916
 LL0916                          STATION RECOVERY (1997)
 LL0916
 LL0916'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 LL0916'THE STATION IS LOCATED ABOUT 19.5 MI (31.4 KM) WEST-NORTHWEST OF TEDS
 LL0916'PLACE, 13 MI (20.9 KM) WEST OF POUDRE PARK AND 1 MI (1.6 KM) EAST OF
 LL0916'RUSTIC RESORT, IN THE SOUTHWEST 1/4 OF SECTION 34, T 9 N, R 73 W, AT
 LL0916'STATE HIGHWAY 14 MILEPOST 92.2.  OWNERSHIP--COLORADO DEPT.  OF
 LL0916'TRANSPORTATION RIGHT-OF-WAY TO REACH THE STATION FROM THE VILLAGE OF
 LL0916'RUSTIC IN THE POUDRE CANYON, GO EAST FROM THE RUSTIC RESORT 1.0 MI
 LL0916'(1.6 KM) TO THE STATION ON THE RIGHT BY A BIG PINE TREE THE MARK IS A
 LL0916'STANDARD DISK SET IN A DRILL HOLE IN A 3 M (9.8 FT) BY 3 M (9.8 FT) BY
 LL0916'0.5 M (1.6 FT) HIGH GRANITE BOULDER.  IT IS 16.5 M (54.1 FT) SOUTH
 LL0916'FROM THE CENTER LINE OF THE HIGHWAY, 13.6 M (44.6 FT) EAST-SOUTHEAST
 LL0916'FROM A POWER POLE, 10.9 M (35.8 FT) SOUTH-SOUTHEAST FROM A 14-INCH
 LL0916'DIAMETER PINE TREE, 1.5 M (4.9 FT) SOUTH FROM A WITNESS POST, 1.35 M
 LL0916'(4.43 FT) SOUTH FROM A RIGHT-OF-WAY FENCE AND ABOUT 50 CM BELOW THE
 LL0916'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0475 ***********************************************************************
 LL0475  DESIGNATION -  B 136
 LL0475  PID         -  LL0475
 LL0475  STATE/COUNTY-  CO/LARIMER
 LL0475  USGS QUAD   -  FORT COLLINS (1984)
 LL0475
 LL0475                         *CURRENT SURVEY CONTROL
 LL0475  ___________________________________________________________________
 LL0475* NAD 83(1986)-  40 36 24.     (N)    105 06 53.     (W)     SCALED    
 LL0475* NAVD 88     -      1529.757  (meters)    5018.88   (feet)  ADJUSTED  
 LL0475  ___________________________________________________________________
 LL0475  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 LL0475  DYNAMIC HT  -        1528.477 (meters)    5014.68  (feet)  COMP
 LL0475  MODELED GRAV-     979,734.7   (mgal)                       NAVD 88
 LL0475
 LL0475  VERT ORDER  -  FIRST     CLASS II
 LL0475
 LL0475.The horizontal coordinates were scaled from a topographic map and have
 LL0475.an estimated accuracy of +/- 6 seconds.
 LL0475
 LL0475.The orthometric height was determined by differential leveling
 LL0475.and adjusted by the National Geodetic Survey in June 1991..
 LL0475
 LL0475.The geoid height was determined by GEOID03.
 LL0475
 LL0475.The dynamic height is computed by dividing the NAVD 88
 LL0475.geopotential number by the normal gravity value computed on the
 LL0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0475.degrees latitude (g = 980.6199 gals.).
 LL0475
 LL0475.The modeled gravity was interpolated from observed gravity values.
 LL0475
 LL0475;                    North         East    Units  Estimated Accuracy
 LL0475;SPC CO N     -   446,250.      947,010.      MT  (+/- 180 meters Scaled)
 LL0475
 LL0475                          SUPERSEDED SURVEY CONTROL
 LL0475
 LL0475  NGVD 29 (??/??/92) 1528.798  (m)         5015.73   (f) ADJ UNCH    1 2
 LL0475
 LL0475.Superseded values are not recommended for survey control.
 LL0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0475.See file dsdata.txt to determine how the superseded data were derived.
 LL0475
 LL0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE902951(NAD 83)
 LL0475_MARKER: DB = BENCH MARK DISK
 LL0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0475_STAMPING: B 136 1934
 LL0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0475+STABILITY: SURFACE MOTION
 LL0475
 LL0475  HISTORY     - Date     Condition        Report By
 LL0475  HISTORY     - 1934     MONUMENTED       CGS
 LL0475  HISTORY     - 1939     GOOD
 LL0475  HISTORY     - 1954     GOOD             NGS
 LL0475  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0475
 LL0475                          STATION DESCRIPTION
 LL0475
 LL0475'DESCRIBED 1939
 LL0475'1.6 MI E FROM LA PORT.
 LL0475'FORT COLLINS POST OFFICE, 2.20 MILES WEST OF VIA LAPORT AVE. AND
 LL0475'1.25 MILES NORTH OF ON TAFT HILL ROAD.  135 FEET SOUTH OF PETERSONS
 LL0475'FILLING STATION, 105 FEET NORTHWEST OF GLOVERS SIDING, 75 FEET
 LL0475'NORTHWEST OF INTERSECTION OF C. AND S. R. R. AND TAFT HILL ROAD,
 LL0475'35 FEET WEST OF CENTER LINE OF TAFT HILL ROAD.  STANDARD U.S.C.
 LL0475'AND G.S. BRONZE TABLET SET IN PRECAST CONCRETE POST.
 LL0475
 LL0475                          STATION RECOVERY (1954)
 LL0475
 LL0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 LL0475'RECOVERED IN GOOD CONDITION.
 LL0475
 LL0475                          STATION RECOVERY (1984)
 LL0475
 LL0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0475'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0530 ***********************************************************************
 LL0530  DESIGNATION -  B 137
 LL0530  PID         -  LL0530
 LL0530  STATE/COUNTY-  CO/LARIMER
 LL0530  USGS QUAD   -  LAPORTE (1979)
 LL0530
 LL0530                         *CURRENT SURVEY CONTROL
 LL0530  ___________________________________________________________________
 LL0530* NAD 83(1986)-  40 43 10.     (N)    105 10 18.     (W)     SCALED    
 LL0530* NAVD 88     -      1670.995  (meters)    5482.26   (feet)  ADJUSTED  
 LL0530  ___________________________________________________________________
 LL0530  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 LL0530  DYNAMIC HT  -        1669.577 (meters)    5477.60  (feet)  COMP
 LL0530  MODELED GRAV-     979,716.9   (mgal)                       NAVD 88
 LL0530
 LL0530  VERT ORDER  -  SECOND    CLASS 0
 LL0530
 LL0530.The horizontal coordinates were scaled from a topographic map and have
 LL0530.an estimated accuracy of +/- 6 seconds.
 LL0530
 LL0530.The orthometric height was determined by differential leveling
 LL0530.and adjusted by the National Geodetic Survey in June 1991..
 LL0530
 LL0530.The geoid height was determined by GEOID03.
 LL0530
 LL0530.The dynamic height is computed by dividing the NAVD 88
 LL0530.geopotential number by the normal gravity value computed on the
 LL0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0530.degrees latitude (g = 980.6199 gals.).
 LL0530
 LL0530.The modeled gravity was interpolated from observed gravity values.
 LL0530
 LL0530;                    North         East    Units  Estimated Accuracy
 LL0530;SPC CO N     -   458,760.      942,140.      MT  (+/- 180 meters Scaled)
 LL0530
 LL0530                          SUPERSEDED SURVEY CONTROL
 LL0530
 LL0530  NGVD 29 (??/??/92) 1670.025  (m)         5479.07   (f) ADJ UNCH    2 0
 LL0530
 LL0530.Superseded values are not recommended for survey control.
 LL0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0530.See file dsdata.txt to determine how the superseded data were derived.
 LL0530
 LL0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF855076(NAD 83)
 LL0530_MARKER: DB = BENCH MARK DISK
 LL0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0530_STAMPING: B 137 1934
 LL0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0530+STABILITY: SURFACE MOTION
 LL0530
 LL0530  HISTORY     - Date     Condition        Report By
 LL0530  HISTORY     - 1934     MONUMENTED       CGS
 LL0530  HISTORY     - 1943     GOOD             NGS
 LL0530
 LL0530                          STATION DESCRIPTION
 LL0530
 LL0530'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LL0530'3 MI S FROM OWL CANYON.
 LL0530'3.0 MILES SOUTH ALONG U.S. HIGHWAY 287 FROM OWL CANYON, LARIMER
 LL0530'COUNTY, 155 FEET SOUTH OF THE CENTER OF AN OLD RAILROAD
 LL0530'CROSSING, AT THE SUMMIT OF A HILL, 105 FEET NORTHEAST OF A
 LL0530'WATERCOURSE, 42 FEET SOUTHEAST OF THE CENTER OF A DEEP
 LL0530'WATERCOURSE, AND 45 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 LL0530'A STANDARD DISK, STAMPED B 137 1934 AND SET IN THE TOP OF A
 LL0530'CONCRETE POST.  NOTE-- TEDS PLACE, 4.25 MILES NORTH OF ALONG U.S.
 LL0530'HIGHWAY NO. 287.  MIDWAY BETWEEN TELEPHONE POLES NO 143 AND 144,
 LL0530'162 FEET SOUTH OF POINT WHERE U.S. HIGHWAY NO. 287 CROSSES OLD
 LL0530'RAILROAD GRADE, 44 FEET WEST OF CENTERLINE OF U.S. HIGHWAY
 LL0530'NO. 287, 36 FEET SOUTH OF SMALL DRAW, 6 FEET WEST OF WEST
 LL0530'HIGHWAY RIGHT OF WAY FENCE, 0.4 FEET ABOVE GROUND SURFACE.
 LL0530'STANDARD BRONZE TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0531 ***********************************************************************
 LL0531  DESIGNATION -  B 137 RESET
 LL0531  PID         -  LL0531
 LL0531  STATE/COUNTY-  CO/LARIMER
 LL0531  USGS QUAD   -  LAPORTE (1979)
 LL0531
 LL0531                         *CURRENT SURVEY CONTROL
 LL0531  ___________________________________________________________________
 LL0531* NAD 83(1992)-  40 43 11.40012(N)    105 10 19.94409(W)     ADJUSTED  
 LL0531* NAVD 88     -      1671.78   (meters)    5484.8    (feet)  RESET     
 LL0531  ___________________________________________________________________
 LL0531  X           -  -1,267,305.903 (meters)                     COMP
 LL0531  Y           -  -4,673,419.338 (meters)                     COMP
 LL0531  Z           -   4,139,973.166 (meters)                     COMP
 LL0531  LAPLACE CORR-         -17.45  (seconds)                    DEFLEC99
 LL0531  ELLIP HEIGHT-        1656.96  (meters)          (12/03/02) GPS OBS
 LL0531  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 LL0531
 LL0531  HORZ ORDER  -  FIRST
 LL0531  VERT ORDER  -  THIRD
 LL0531  ELLP ORDER  -  FOURTH    CLASS II
 LL0531
 LL0531.The horizontal coordinates were established by GPS observations
 LL0531.and adjusted by the National Geodetic Survey in March 1998..
 LL0531
 LL0531.The orthometric height was computed from unverified reset data.
 LL0531
 LL0531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL0531
 LL0531.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL0531
 LL0531.The ellipsoidal height was determined by GPS observations
 LL0531.and is referenced to NAD 83.
 LL0531
 LL0531.The geoid height was determined by GEOID03.
 LL0531
 LL0531;                    North         East     Units Scale Factor Converg.
 LL0531;SPC CO N     -   458,800.299   942,096.897   MT  0.99999031   +0 12 42.5
 LL0531;SPC CO N     - 1,505,247.31  3,090,862.90   sFT  0.99999031   +0 12 42.5
 LL0531;UTM  13      - 4,507,670.924   485,455.998   MT  0.99960260   -0 06 44.4
 LL0531
 LL0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL0531!SPC CO N     -   0.99974015  x   0.99999031  =   0.99973046
 LL0531!UTM  13      -   0.99974015  x   0.99960260  =   0.99934285
 LL0531
 LL0531                          SUPERSEDED SURVEY CONTROL
 LL0531
 LL0531  ELLIP H (03/31/98) 1656.98   (m)                       GP(       ) 4 1
 LL0531  NAVD 88 (03/31/98) 1671.83   (m)         5485.0    (f) LEVELING    3  
 LL0531
 LL0531.Superseded values are not recommended for survey control.
 LL0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0531.See file dsdata.txt to determine how the superseded data were derived.
 LL0531
 LL0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF8545607671(NAD 83)
 LL0531_MARKER: DB = BENCH MARK DISK
 LL0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0531_STAMPING: B 137 RESET 1966
 LL0531_MARK LOGO: CGS   
 LL0531_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0531+STABILITY: SURFACE MOTION
 LL0531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0531+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1997
 LL0531
 LL0531  HISTORY     - Date     Condition        Report By
 LL0531  HISTORY     - 1966     MONUMENTED       CODH
 LL0531  HISTORY     - 1967     GOOD             NGS
 LL0531  HISTORY     - 19970224 GOOD             CODOT
 LL0531
 LL0531                          STATION DESCRIPTION
 LL0531
 LL0531'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LL0531'3 MI S FROM OWL CANYON.
 LL0531'ABOUT 3.0 MILES SOUTH ALONG U.S. HIGHWAY 287 FROM OWL CANYON,
 LL0531'155 FEET SOUTH OF THE CENTER OF AN OLD RAILROAD CROSSING,
 LL0531'AT THE SUMMIT OF A HILL, 105 FEET NORTHEAST OF A WATERCOURSE,
 LL0531'42 FEET SOUTHEAST OF THE CENTER OF A DEEP WATERCOURSE, 162 FEET
 LL0531'WEST OF THE CENTER LINE OF THE HIGHWAY, 162 FEET SOUTH OF A
 LL0531'POINT WHERE U.S. HIGHWAY 287 CROSSES THE OLD RAILROAD GRADE,
 LL0531'AND SET IN THE WEST RIGHT OF WAY FENCE LINE.
 LL0531
 LL0531                          STATION RECOVERY (1997)
 LL0531
 LL0531'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 LL0531'THE STATION IS LOCATED ABOUT 10 MI (16.1 KM) NORTHWEST OF FORT
 LL0531'COLLINS, 9 MI (14.5 KM) WEST OF WELLINGTON AND 4 MI (6.4 KM) NORTH OF
 LL0531'TEDS PLACE, IN THE NORTHEAST 1/4 OF SECTION 25, T 9 N, R 70 W, AT U.
 LL0531'S.  HIGHWAY 287 MILEPOST 360.35.  OWNERSHIP--COLORADO DEPT.  OF
 LL0531'TRANSPORTATION RIGHT-OF-WAY TO REACH THE STATION FROM THE INTERSECTION
 LL0531'OF U.  S.  HIGHWAY 287 AND STATE HIGHWAY 14 AT TEDS PLACE, GO NORTH ON
 LL0531'U.  S.  HIGHWAY 287 FOR 4.5 MI (7.2 KM) TO THE STATION ON THE LEFT,
 LL0531'JUST SOUTH OF THE ENTRANCE TO THE KRAMMER RANCH THE MARK IS A STANDARD
 LL0531'DISK SET IN THE TOP OF A 15 CM SQUARE CONCRETE POST PROJECTING 8 CM
 LL0531'ABOVE THE GROUND.  IT IS 148.3 M (486.5 FT) SOUTH FROM THE CENTER OF A
 LL0531'SIDE ROAD LEFT GOING WEST TO THE KRAMMER RANCH, 16.8 M (55.1 FT) WEST
 LL0531'FROM THE CENTER LINE OF U.  S.  HIGHWAY 287, 0.2 M (0.7 FT) WEST FROM
 LL0531'A WITNESS POST AND RIGHT-OF-WAY FENCE AND ABOUT 60 CM ABOVE THE
 LL0531'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0451 ***********************************************************************
 KL0451  DESIGNATION -  B 138
 KL0451  PID         -  KL0451
 KL0451  STATE/COUNTY-  CO/GRAND
 KL0451  USGS QUAD   -  RADIUM (1972)
 KL0451
 KL0451                         *CURRENT SURVEY CONTROL
 KL0451  ___________________________________________________________________
 KL0451* NAD 83(1986)-  39 57 31.     (N)    106 33 03.     (W)     SCALED    
 KL0451* NAVD 88     -      2111.749  (meters)    6928.30   (feet)  ADJUSTED  
 KL0451  ___________________________________________________________________
 KL0451  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 KL0451  DYNAMIC HT  -        2109.478 (meters)    6920.85  (feet)  COMP
 KL0451  MODELED GRAV-     979,475.7   (mgal)                       NAVD 88
 KL0451
 KL0451  VERT ORDER  -  SECOND    CLASS 0
 KL0451
 KL0451.The horizontal coordinates were scaled from a topographic map and have
 KL0451.an estimated accuracy of +/- 6 seconds.
 KL0451
 KL0451.The orthometric height was determined by differential leveling
 KL0451.and adjusted by the National Geodetic Survey in June 1991..
 KL0451
 KL0451.The geoid height was determined by GEOID03.
 KL0451
 KL0451.The dynamic height is computed by dividing the NAVD 88
 KL0451.geopotential number by the normal gravity value computed on the
 KL0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0451.degrees latitude (g = 980.6199 gals.).
 KL0451
 KL0451.The modeled gravity was interpolated from observed gravity values.
 KL0451
 KL0451;                    North         East    Units  Estimated Accuracy
 KL0451;SPC CO N     -   374,760.      824,620.      MT  (+/- 180 meters Scaled)
 KL0451
 KL0451                          SUPERSEDED SURVEY CONTROL
 KL0451
 KL0451  NGVD 29 (??/??/92) 2110.412  (m)         6923.91   (f) ADJ UNCH    2 0
 KL0451
 KL0451.Superseded values are not recommended for survey control.
 KL0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0451.See file dsdata.txt to determine how the superseded data were derived.
 KL0451
 KL0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCE675243(NAD 83)
 KL0451_MARKER: DB = BENCH MARK DISK
 KL0451_SETTING: 66 = SET IN ROCK OUTCROP
 KL0451_SP_SET: ROCK
 KL0451_STAMPING: B 138 1934
 KL0451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0451+STABILITY: POSITION/ELEVATION WELL
 KL0451
 KL0451  HISTORY     - Date     Condition        Report By
 KL0451  HISTORY     - 1934     MONUMENTED       CGS
 KL0451  HISTORY     - 1972     MARK NOT FOUND   USGS
 KL0451
 KL0451                          STATION DESCRIPTION
 KL0451
 KL0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KL0451'0.7 MI N FROM RADIUM.
 KL0451'0.7 MILE NORTH ALONG THE DENVER AND SALT LAKE RAILWAY FROM THE STATION
 KL0451'AT RADIUM, GRAND COUNTY, 660 FEET NORTH OF THE NORTH END OF TUNNEL 42,
 KL0451'IN THE CENTER OF THE LARGE ROCK FORMING THE WEST WALL OF THE RAIL, 5
 KL0451'FEET NORTH OF A VERTICAL ROCK RIDGE FORMING A SORT OF POINT, IN THE
 KL0451'TOP OF THE CENTER OF A SMALL PROJECTING LEDGE 3 FEET LONG AND 3 FEET
 KL0451'WIDE, AND 3 FEET HIGHER THAN THE TOP OF THE WEST RAIL. A STANDARD
 KL0451'DISK, STAMPED B 138 1934.
 KL0451
 KL0451                          STATION RECOVERY (1972)
 KL0451
 KL0451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KL0451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0200 ***********************************************************************
 LM0200  DESIGNATION -  B 139
 LM0200  PID         -  LM0200
 LM0200  STATE/COUNTY-  CO/GRAND
 LM0200  USGS QUAD   -  HOT SULPHUR SPRINGS (1980)
 LM0200
 LM0200                         *CURRENT SURVEY CONTROL
 LM0200  ___________________________________________________________________
 LM0200* NAD 83(1986)-  40 06 28.     (N)    106 00 10.     (W)     SCALED    
 LM0200* NAVD 88     -      2378.108  (meters)    7802.18   (feet)  ADJUSTED  
 LM0200  ___________________________________________________________________
 LM0200  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 LM0200  DYNAMIC HT  -        2375.495 (meters)    7793.60  (feet)  COMP
 LM0200  MODELED GRAV-     979,441.8   (mgal)                       NAVD 88
 LM0200
 LM0200  VERT ORDER  -  SECOND    CLASS 0
 LM0200
 LM0200.The horizontal coordinates were scaled from a topographic map and have
 LM0200.an estimated accuracy of +/- 6 seconds.
 LM0200
 LM0200.The orthometric height was determined by differential leveling
 LM0200.and adjusted by the National Geodetic Survey in June 1991..
 LM0200
 LM0200.The geoid height was determined by GEOID03.
 LM0200
 LM0200.The dynamic height is computed by dividing the NAVD 88
 LM0200.geopotential number by the normal gravity value computed on the
 LM0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0200.degrees latitude (g = 980.6199 gals.).
 LM0200
 LM0200.The modeled gravity was interpolated from observed gravity values.
 LM0200
 LM0200;                    North         East    Units  Estimated Accuracy
 LM0200;SPC CO N     -   390,910.      871,540.      MT  (+/- 180 meters Scaled)
 LM0200
 LM0200                          SUPERSEDED SURVEY CONTROL
 LM0200
 LM0200  NGVD 29 (??/??/92) 2376.734  (m)         7797.67   (f) ADJ UNCH    2 0
 LM0200
 LM0200.Superseded values are not recommended for survey control.
 LM0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0200.See file dsdata.txt to determine how the superseded data were derived.
 LM0200
 LM0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE145402(NAD 83)
 LM0200_MARKER: DB = BENCH MARK DISK
 LM0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0200_STAMPING: B 139 1935
 LM0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0200+STABILITY: SURFACE MOTION
 LM0200
 LM0200  HISTORY     - Date     Condition        Report By
 LM0200  HISTORY     - 1935     MONUMENTED       CGS
 LM0200  HISTORY     - 1940     GOOD             NGS
 LM0200
 LM0200                          STATION DESCRIPTION
 LM0200
 LM0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LM0200'IN WASATCH.
 LM0200'AT DROWSY WATERS, GRAND COUNTY, 50 FEET EAST OF THE EAST CORNER OF THE
 LM0200'DENVER AND SALT LAKE RAILWAY STATION, 125 FEET SOUTH OF THE SOUTHEAST
 LM0200'END OF THE ROAD BRIDGE OVER COLORADO RIVER, 75 FEET SOUTH OF THE
 LM0200'CENTER OF A ROAD CROSSING, 63 FEET SOUTHEAST OF THE CENTERLINE OF THE
 LM0200'TRACK, 3.0 FEET NORTH OF A FENCE CORNER, AND 2.5 FEET WEST OF A WHITE
 LM0200'WOODEN POST STENCILED U.S.B.M. PROJECTING ABOUT 2.0 FEET ABOVE GROUND.
 LM0200'A STANDARD DISK, STAMPED B 139 1935 AND SET IN THE TOP OF A CONCRETE
 LM0200'POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0020 ***********************************************************************
 KJ0020  DESIGNATION -  B 14
 KJ0020  PID         -  KJ0020
 KJ0020  STATE/COUNTY-  CO/YUMA
 KJ0020  USGS QUAD   -  BEECHER ISLAND NW (1980)
 KJ0020
 KJ0020                         *CURRENT SURVEY CONTROL
 KJ0020  ___________________________________________________________________
 KJ0020* NAD 83(1986)-  39 59 33.     (N)    102 14 35.     (W)     SCALED    
 KJ0020* NAVD 88     -      1161.236  (meters)    3809.82   (feet)  ADJUSTED  
 KJ0020  ___________________________________________________________________
 KJ0020  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 KJ0020  DYNAMIC HT  -        1160.343 (meters)    3806.89  (feet)  COMP
 KJ0020  MODELED GRAV-     979,816.1   (mgal)                       NAVD 88
 KJ0020
 KJ0020  VERT ORDER  -  FIRST     CLASS II
 KJ0020
 KJ0020.The horizontal coordinates were scaled from a topographic map and have
 KJ0020.an estimated accuracy of +/- 6 seconds.
 KJ0020
 KJ0020.The orthometric height was determined by differential leveling
 KJ0020.and adjusted by the National Geodetic Survey in June 1991..
 KJ0020
 KJ0020.The geoid height was determined by GEOID03.
 KJ0020
 KJ0020.The dynamic height is computed by dividing the NAVD 88
 KJ0020.geopotential number by the normal gravity value computed on the
 KJ0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0020.degrees latitude (g = 980.6199 gals.).
 KJ0020
 KJ0020.The modeled gravity was interpolated from observed gravity values.
 KJ0020
 KJ0020;                    North         East    Units  Estimated Accuracy
 KJ0020;SPC CO N     -   383,100.    1,192,480.      MT  (+/- 180 meters Scaled)
 KJ0020
 KJ0020                          SUPERSEDED SURVEY CONTROL
 KJ0020
 KJ0020  NGVD 29 (??/??/92) 1160.757  (m)         3808.25   (f) ADJ UNCH    1 2
 KJ0020
 KJ0020.Superseded values are not recommended for survey control.
 KJ0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0020.See file dsdata.txt to determine how the superseded data were derived.
 KJ0020
 KJ0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGE353305(NAD 83)
 KJ0020_MARKER: DB = BENCH MARK DISK
 KJ0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0020_STAMPING: 3808.250 B 14 1926
 KJ0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0020+STABILITY: SURFACE MOTION
 KJ0020
 KJ0020  HISTORY     - Date     Condition        Report By
 KJ0020  HISTORY     - 1926     MONUMENTED       CGS
 KJ0020  HISTORY     - 1934     GOOD             NGS
 KJ0020
 KJ0020                          STATION DESCRIPTION
 KJ0020
 KJ0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KJ0020'4 MI E FROM VERNON.
 KJ0020'ABOUT 4 MILES EAST AND 3 MILES NORTH ALONG STATE HIGHWAY 51 FROM
 KJ0020'VERNON, AT THE INTERSECTION OF AN EAST-AND-WEST ROAD, 55.5 FEET
 KJ0020'WEST OF THE HIGHWAY, 36.4 FEET NORTH OF THE ROAD, 21.6 FEET WEST
 KJ0020'OF A POINT 0.6 FOOT NORTH OF A FENCE CORNER.  A STANDARD DISK,
 KJ0020'STAMPED 3808.250 B 14 1926 AND SET IN THE TOP OF A CONCRETE POST
 KJ0020'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1008 ***********************************************************************
 KK1008  DESIGNATION -  B 140
 KK1008  PID         -  KK1008
 KK1008  STATE/COUNTY-  CO/GRAND
 KK1008  USGS QUAD   -  BERTHOUD PASS (1957)
 KK1008
 KK1008                         *CURRENT SURVEY CONTROL
 KK1008  ___________________________________________________________________
 KK1008* NAD 83(1986)-  39 49 38.     (N)    105 46 06.     (W)     SCALED    
 KK1008* NAVD 88     -      3184.347  (meters)   10447.31   (feet)  ADJUSTED  
 KK1008  ___________________________________________________________________
 KK1008  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 KK1008  DYNAMIC HT  -        3180.281 (meters)   10433.97  (feet)  COMP
 KK1008  MODELED GRAV-     979,232.8   (mgal)                       NAVD 88
 KK1008
 KK1008  VERT ORDER  -  FIRST     CLASS II
 KK1008
 KK1008.The horizontal coordinates were scaled from a topographic map and have
 KK1008.an estimated accuracy of +/- 6 seconds.
 KK1008
 KK1008.The orthometric height was determined by differential leveling
 KK1008.and adjusted by the National Geodetic Survey in June 1991..
 KK1008
 KK1008.The geoid height was determined by GEOID03.
 KK1008
 KK1008.The dynamic height is computed by dividing the NAVD 88
 KK1008.geopotential number by the normal gravity value computed on the
 KK1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1008.degrees latitude (g = 980.6199 gals.).
 KK1008
 KK1008.The modeled gravity was interpolated from observed gravity values.
 KK1008
 KK1008;                    North         East    Units  Estimated Accuracy
 KK1008;SPC CO N     -   359,670.      891,430.      MT  (+/- 180 meters Scaled)
 KK1008
 KK1008                          SUPERSEDED SURVEY CONTROL
 KK1008
 KK1008  NGVD 29 (??/??/92) 3182.596  (m)        10441.57   (f) ADJ UNCH    1 2
 KK1008
 KK1008.Superseded values are not recommended for survey control.
 KK1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1008.See file dsdata.txt to determine how the superseded data were derived.
 KK1008
 KK1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE342088(NAD 83)
 KK1008_MARKER: DB = BENCH MARK DISK
 KK1008_SETTING: 80 = SET IN A BOULDER
 KK1008_STAMPING: B 140 1934
 KK1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1008+STABILITY: SURFACE MOTION
 KK1008
 KK1008  HISTORY     - Date     Condition        Report By
 KK1008  HISTORY     - 1934     MONUMENTED       CGS
 KK1008  HISTORY     - 1954     GOOD             NGS
 KK1008
 KK1008                          STATION DESCRIPTION
 KK1008
 KK1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1008'7.2 MI S FROM WEST PORTAL.
 KK1008'7.15 MILES SOUTH ALONG U.S. HIGHWAY 40 FROM THE WEST PORTAL OF
 KK1008'THE MOFFAT TUNNEL AT WEST PORTAL, 56 FEET WEST OF THE CENTER LINE
 KK1008'OF THE HIGHWAY, 155 FEET SOUTH OF A LARGE STONE CULVERT, 6 FEET
 KK1008'ABOVE THE LEVEL OF THE HIGHWAY, SET VERTICALLY IN THE EAST SIDE OF
 KK1008'A 15X20 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0037 ***********************************************************************
 JM0037  DESIGNATION -  B 141
 JM0037  PID         -  JM0037
 JM0037  STATE/COUNTY-  CO/MESA
 JM0037  USGS QUAD   -  WHITEWATER (1969)
 JM0037
 JM0037                         *CURRENT SURVEY CONTROL
 JM0037  ___________________________________________________________________
 JM0037* NAD 83(1986)-  38 57 54.     (N)    108 27 59.     (W)     SCALED    
 JM0037* NAVD 88     -      1504.881  (meters)    4937.26   (feet)  ADJUSTED  
 JM0037  ___________________________________________________________________
 JM0037  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 JM0037  DYNAMIC HT  -        1503.424 (meters)    4932.48  (feet)  COMP
 JM0037  MODELED GRAV-     979,607.0   (mgal)                       NAVD 88
 JM0037
 JM0037  VERT ORDER  -  FIRST     CLASS II
 JM0037
 JM0037.The horizontal coordinates were scaled from a topographic map and have
 JM0037.an estimated accuracy of +/- 6 seconds.
 JM0037
 JM0037.The orthometric height was determined by differential leveling
 JM0037.and adjusted by the National Geodetic Survey in June 1991..
 JM0037
 JM0037.The geoid height was determined by GEOID03.
 JM0037
 JM0037.The dynamic height is computed by dividing the NAVD 88
 JM0037.geopotential number by the normal gravity value computed on the
 JM0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0037.degrees latitude (g = 980.6199 gals.).
 JM0037
 JM0037.The modeled gravity was interpolated from observed gravity values.
 JM0037
 JM0037;                    North         East    Units  Estimated Accuracy
 JM0037;SPC CO C     -   434,620.      657,370.      MT  (+/- 180 meters Scaled)
 JM0037
 JM0037                          SUPERSEDED SURVEY CONTROL
 JM0037
 JM0037  NGVD 29 (??/??/92) 1503.850  (m)         4933.88   (f) ADJ UNCH    1 2
 JM0037
 JM0037.Superseded values are not recommended for survey control.
 JM0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0037.See file dsdata.txt to determine how the superseded data were derived.
 JM0037
 JM0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ195159(NAD 83)
 JM0037_MARKER: DB = BENCH MARK DISK
 JM0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0037_SP_SET: CONCRETE POST
 JM0037_STAMPING: B 141 1934
 JM0037_MARK LOGO: CGS   
 JM0037_PROJECTION: PROJECTING 10 CENTIMETERS
 JM0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0037+STABILITY: SURFACE MOTION
 JM0037_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JM0037+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2005
 JM0037
 JM0037  HISTORY     - Date     Condition        Report By
 JM0037  HISTORY     - 1934     MONUMENTED       CGS
 JM0037  HISTORY     - 1956     GOOD             USGS
 JM0037  HISTORY     - 1984     GOOD             NGS
 JM0037  HISTORY     - 20050225 GOOD             GEOCAC
 JM0037
 JM0037                          STATION DESCRIPTION
 JM0037
 JM0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0037'2.6 MI SW FROM WHITEWATER.
 JM0037'2.6 MILES SOUTHWEST OF, ALONG STATE HWY. 141, FROM R.R. STATION.  95
 JM0037'FEET SOUTHEAST OF CENTERLINE OF OLD ABANDONED ROAD WHICH GOES AROUND
 JM0037'NORTHWEST SIDE OF HILL.  72 FEET SOUTHEAST OF TELEPHONE POLE.  60 FEET
 JM0037'NORTHEAST OF CENTERLINE OF STATE HWY. 141.  PRECAST CONCRETE POST SET
 JM0037'ON OUTSIDE OF HIGHWAYCURVE AND AT THE SOUTHWEST EDGE OF THE HILL WHICH
 JM0037'STATE HWY. 141 GOES TO THE SOUTHEAST SIDE AND THE OLD ABANDONED
 JM0037'HIGHWAY GOES TO THE NORTHWEST SIDE OF THE HILL.
 JM0037
 JM0037                          STATION RECOVERY (1956)
 JM0037
 JM0037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 JM0037'RECOVERED IN GOOD CONDITION.
 JM0037
 JM0037                          STATION RECOVERY (1984)
 JM0037
 JM0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JM0037'RECOVERED IN GOOD CONDITION.  A NEW DECRIPTION FOLLOWS.  16.9 KM
 JM0037'(10.5 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH
 JM0037'U.S. HIGHWAY 6 IN GRAND JUNCTION, THENCE 1.8 KM (1.1 MI) SOUTHWEST
 JM0037'ALONG STATE HIGHWAY 141, THENCE 1.1 KM (0.7 MI) SOUTHERLY ALONG A
 JM0037'DIRT ROAD, 17.4 M (57.1 FT) NORTH OF THE CENTER OF A DIRT ROAD, AND
 JM0037'8.7 M (28.5 FT) EAST OF THE CENTER OF THE ROAD.
 JM0037'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JM0037'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 JM0037
 JM0037                          STATION RECOVERY (2005)
 JM0037
 JM0037'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 JM0037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0201 ***********************************************************************
 JM0201  DESIGNATION -  B 142
 JM0201  PID         -  JM0201
 JM0201  STATE/COUNTY-  CO/MESA
 JM0201  USGS QUAD   -  GATEWAY (1973)
 JM0201
 JM0201                         *CURRENT SURVEY CONTROL
 JM0201  ___________________________________________________________________
 JM0201* NAD 83(1986)-  38 39 36.     (N)    108 57 26.     (W)     SCALED    
 JM0201* NAVD 88     -      1396.580  (meters)    4581.95   (feet)  ADJUSTED  
 JM0201  ___________________________________________________________________
 JM0201  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 JM0201  DYNAMIC HT  -        1395.115 (meters)    4577.14  (feet)  COMP
 JM0201  MODELED GRAV-     979,532.3   (mgal)                       NAVD 88
 JM0201
 JM0201  VERT ORDER  -  SECOND    CLASS 0
 JM0201
 JM0201.The horizontal coordinates were scaled from a topographic map and have
 JM0201.an estimated accuracy of +/- 6 seconds.
 JM0201
 JM0201.The orthometric height was determined by differential leveling
 JM0201.and adjusted by the National Geodetic Survey in June 1991..
 JM0201
 JM0201.The geoid height was determined by GEOID03.
 JM0201
 JM0201.The dynamic height is computed by dividing the NAVD 88
 JM0201.geopotential number by the normal gravity value computed on the
 JM0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0201.degrees latitude (g = 980.6199 gals.).
 JM0201
 JM0201.The modeled gravity was interpolated from observed gravity values.
 JM0201
 JM0201;                    North         East    Units  Estimated Accuracy
 JM0201;SPC CO C     -   402,290.      613,570.      MT  (+/- 180 meters Scaled)
 JM0201
 JM0201                          SUPERSEDED SURVEY CONTROL
 JM0201
 JM0201  NGVD 29 (??/??/92) 1395.425  (m)         4578.16   (f) ADJ UNCH    2 0
 JM0201
 JM0201.Superseded values are not recommended for survey control.
 JM0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0201.See file dsdata.txt to determine how the superseded data were derived.
 JM0201
 JM0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH777810(NAD 83)
 JM0201_MARKER: DB = BENCH MARK DISK
 JM0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0201_STAMPING: B-142 1934
 JM0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0201+STABILITY: SURFACE MOTION
 JM0201
 JM0201  HISTORY     - Date     Condition        Report By
 JM0201  HISTORY     - 1934     MONUMENTED       CGS
 JM0201  HISTORY     - 1949     MARK NOT FOUND   USGS
 JM0201
 JM0201                          STATION DESCRIPTION
 JM0201
 JM0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0201'2.5 MI SE FROM GATEWAY.
 JM0201'2.5 MILES SOUTHEAST OF, ALONG STATE HWY. 141, FROM PUBLIC SCHOOL.
 JM0201'ABOUT .2 MILE SOUTHEAST OF ROCK SLIDE WHICH CROSSES HWY.  400 FEET
 JM0201'NORTH OF SOUTHEAST END OF SANDSTONE CLIFF, 30 FEET HIGH.  240 FEET
 JM0201'NORTHWEST OF SUMMIT OF HIGHWAY OVER SMALL RIDGE.  45 FEET SOUTHWEST OF
 JM0201'CENTERLINE OF STATE HWY. 141.  TABLET SET IN PRECAST CONCRETE POST.
 JM0201
 JM0201                          STATION RECOVERY (1949)
 JM0201
 JM0201'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 JM0201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0405 ***********************************************************************
 JL0405  DESIGNATION -  B 143
 JL0405  PID         -  JL0405
 JL0405  STATE/COUNTY-  CO/MONTROSE
 JL0405  USGS QUAD   -  MONTROSE WEST (1983)
 JL0405
 JL0405                         *CURRENT SURVEY CONTROL
 JL0405  ___________________________________________________________________
 JL0405* NAD 83(1986)-  38 26 46.     (N)    107 55 40.     (W)     SCALED    
 JL0405* NAVD 88     -      1827.037  (meters)    5994.20   (feet)  ADJUSTED  
 JL0405  ___________________________________________________________________
 JL0405  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 JL0405  DYNAMIC HT  -        1824.993 (meters)    5987.50  (feet)  COMP
 JL0405  MODELED GRAV-     979,445.0   (mgal)                       NAVD 88
 JL0405
 JL0405  VERT ORDER  -  SECOND    CLASS 0
 JL0405
 JL0405.The horizontal coordinates were scaled from a topographic map and have
 JL0405.an estimated accuracy of +/- 6 seconds.
 JL0405
 JL0405.The orthometric height was determined by differential leveling
 JL0405.and adjusted by the National Geodetic Survey in June 1991..
 JL0405
 JL0405.The geoid height was determined by GEOID03.
 JL0405
 JL0405.The dynamic height is computed by dividing the NAVD 88
 JL0405.geopotential number by the normal gravity value computed on the
 JL0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0405.degrees latitude (g = 980.6199 gals.).
 JL0405
 JL0405.The modeled gravity was interpolated from observed gravity values.
 JL0405
 JL0405;                    North         East    Units  Estimated Accuracy
 JL0405;SPC CO S     -   505,050.      702,490.      MT  (+/- 180 meters Scaled)
 JL0405
 JL0405                          SUPERSEDED SURVEY CONTROL
 JL0405
 JL0405  NGVD 29 (??/??/92) 1825.786  (m)         5990.10   (f) ADJ UNCH    2 0
 JL0405
 JL0405.Superseded values are not recommended for survey control.
 JL0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0405.See file dsdata.txt to determine how the superseded data were derived.
 JL0405
 JL0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC444593(NAD 83)
 JL0405_MARKER: DB = BENCH MARK DISK
 JL0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0405_STAMPING: B-143 1934
 JL0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0405+STABILITY: SURFACE MOTION
 JL0405
 JL0405  HISTORY     - Date     Condition        Report By
 JL0405  HISTORY     - 1934     MONUMENTED       CGS
 JL0405  HISTORY     - 1984     GOOD             NGS
 JL0405
 JL0405                          STATION DESCRIPTION
 JL0405
 JL0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0405'5.3 MI SW FROM MONTROSE.
 JL0405'5.3 MILES SOUTHWEST OF, ALONG STATE HWY. 90, FROM MONTROSE COUNTY
 JL0405'COURT HOUSE.  1 MILE SOUTH OF OAK GROVE PUBLIC SCHOOL.  1380 FEET
 JL0405'NORTH OF WOODEN HIGHWAY BRIDGE OVER IRRIGATION CANAL.  120 FEET NORTH
 JL0405'OF CENTER OF WAGON GATE.  90 FEET NORTHWEST OF A FRAME FARM HOUSE.  21
 JL0405'FEET EAST OF CENTERLINE OF STATE HIGHWAY 90.  6 FEET SOUTH OF
 JL0405'TELEPHONE POLE.  4 FEET WEST OF FENCE LINE.  TABLET SET IN PRECAST
 JL0405'CONCRETE POST.
 JL0405
 JL0405                          STATION RECOVERY (1984)
 JL0405
 JL0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0126 ***********************************************************************
 JM0126  DESIGNATION -  B 144
 JM0126  PID         -  JM0126
 JM0126  STATE/COUNTY-  CO/MONTROSE
 JM0126  USGS QUAD   -  NUCLA (1994)
 JM0126
 JM0126                         *CURRENT SURVEY CONTROL
 JM0126  ___________________________________________________________________
 JM0126* NAD 83(1986)-  38 15 39.     (N)    108 37 28.     (W)     SCALED    
 JM0126* NAVD 88     -      1615.031  (meters)    5298.65   (feet)  ADJUSTED  
 JM0126  ___________________________________________________________________
 JM0126  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 JM0126  DYNAMIC HT  -        1613.217 (meters)    5292.70  (feet)  COMP
 JM0126  MODELED GRAV-     979,449.8   (mgal)                       NAVD 88
 JM0126
 JM0126  VERT ORDER  -  SECOND    CLASS 0
 JM0126
 JM0126.The horizontal coordinates were scaled from a topographic map and have
 JM0126.an estimated accuracy of +/- 6 seconds.
 JM0126
 JM0126.The orthometric height was determined by differential leveling
 JM0126.and adjusted by the National Geodetic Survey in June 1991..
 JM0126
 JM0126.The geoid height was determined by GEOID03.
 JM0126
 JM0126.The dynamic height is computed by dividing the NAVD 88
 JM0126.geopotential number by the normal gravity value computed on the
 JM0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0126.degrees latitude (g = 980.6199 gals.).
 JM0126
 JM0126.The modeled gravity was interpolated from observed gravity values.
 JM0126
 JM0126;                    North         East    Units  Estimated Accuracy
 JM0126;SPC CO S     -   486,300.      641,010.      MT  (+/- 180 meters Scaled)
 JM0126
 JM0126                          SUPERSEDED SURVEY CONTROL
 JM0126
 JM0126  NGVD 29 (??/??/92) 1613.852  (m)         5294.78   (f) ADJ UNCH    2 0
 JM0126
 JM0126.Superseded values are not recommended for survey control.
 JM0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0126.See file dsdata.txt to determine how the superseded data were derived.
 JM0126
 JM0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH078374(NAD 83)
 JM0126_MARKER: DB = BENCH MARK DISK
 JM0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0126_STAMPING: B-144 1934
 JM0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0126+STABILITY: SURFACE MOTION
 JM0126
 JM0126  HISTORY     - Date     Condition        Report By
 JM0126  HISTORY     - 1934     MONUMENTED       CGS
 JM0126  HISTORY     - 1964     MARK NOT FOUND   NGS
 JM0126
 JM0126                          STATION DESCRIPTION
 JM0126
 JM0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0126'5.3 MI NW FROM NATURITA.
 JM0126'5.3 MILES NORTHWEST OF, ALONG STATE HWY. 141, FROM NATURITA PUB. SCH.
 JM0126'ABOUT .9 MILE EAST OF WOODEN HIGHWAY BRIDGE OVER CANYON.  110 FEET
 JM0126'WEST OF NORTH END OF IRRIGATION CULVERT UNDER HIGHWAY.  16 FEET NORTH
 JM0126'OF CENTERLINE OF STATE HWY. 141.  10 FEET EAST OF SOUTHEAST PEACH TREE
 JM0126'OF ORCHARD.  3 FEET NORTHWEST OF SOUTHEAST CORNER OF ORCHARD. TABLET
 JM0126'SET IN PRECAST CONCRETE POST.
 JM0126
 JM0126                          STATION RECOVERY (1964)
 JM0126
 JM0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 JM0126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0157 ***********************************************************************
 JM0157  DESIGNATION -  B 145
 JM0157  PID         -  JM0157
 JM0157  STATE/COUNTY-  CO/MONTROSE
 JM0157  USGS QUAD   -  PARADOX (1994)
 JM0157
 JM0157                         *CURRENT SURVEY CONTROL
 JM0157  ___________________________________________________________________
 JM0157* NAD 83(1986)-  38 19 31.     (N)    108 59 39.     (W)     SCALED    
 JM0157* NAVD 88     -      1737.789  (meters)    5701.40   (feet)  ADJUSTED  
 JM0157  ___________________________________________________________________
 JM0157  GEOID HEIGHT-         -18.58  (meters)                     GEOID03
 JM0157  DYNAMIC HT  -        1735.860 (meters)    5695.07  (feet)  COMP
 JM0157  MODELED GRAV-     979,457.9   (mgal)                       NAVD 88
 JM0157
 JM0157  VERT ORDER  -  SECOND    CLASS 0
 JM0157
 JM0157.The horizontal coordinates were scaled from a topographic map and have
 JM0157.an estimated accuracy of +/- 6 seconds.
 JM0157
 JM0157.The orthometric height was determined by differential leveling
 JM0157.and adjusted by the National Geodetic Survey in June 1991..
 JM0157
 JM0157.The geoid height was determined by GEOID03.
 JM0157
 JM0157.The dynamic height is computed by dividing the NAVD 88
 JM0157.geopotential number by the normal gravity value computed on the
 JM0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0157.degrees latitude (g = 980.6199 gals.).
 JM0157
 JM0157.The modeled gravity was interpolated from observed gravity values.
 JM0157
 JM0157;                    North         East    Units  Estimated Accuracy
 JM0157;SPC CO S     -   494,600.      608,940.      MT  (+/- 180 meters Scaled)
 JM0157
 JM0157                          SUPERSEDED SURVEY CONTROL
 JM0157
 JM0157  NGVD 29 (??/??/92) 1736.670  (m)         5697.72   (f) ADJ UNCH    2 0
 JM0157
 JM0157.Superseded values are not recommended for survey control.
 JM0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0157.See file dsdata.txt to determine how the superseded data were derived.
 JM0157
 JM0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH753438(NAD 83)
 JM0157_MARKER: DB = BENCH MARK DISK
 JM0157_SETTING: 66 = SET IN ROCK OUTCROP
 JM0157_SP_SET: SANDSTONE LEDGE
 JM0157_STAMPING: B-145 1934
 JM0157_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0157+STABILITY: POSITION/ELEVATION WELL
 JM0157
 JM0157  HISTORY     - Date     Condition        Report By
 JM0157  HISTORY     - 1934     MONUMENTED       CGS
 JM0157
 JM0157                          STATION DESCRIPTION
 JM0157
 JM0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0157'6.9 MI W FROM PARADOX.
 JM0157'6.9 MILES WEST OF, ALONG STATE HWY. 90, FROM PARADOX POST OFFICE.
 JM0157'ABOUT 1.2 MILES WEST OF WHERE HIGHWAY CROSSES SMALL CANYON AT JUNCTION
 JM0157'WITH LA SAL CREEK CANYON.  1.1 MILE EAST OF CLAYTON ALLENS FARM HOUSE.
 JM0157'30 FEET NORTHEAST OF FENCE LINE.  20 FEET NORTHEAST OF CENTERLINE OF
 JM0157'STATE HWY. 90.  5 FEET WEST OF SOUTHEAST EDGE OF SANDSTONE LEDGE. 3
 JM0157'FEET ABOVE LEVEL OF GROUND.  BRONZE TABLET SET VERTICALLY IN SOUTH
 JM0157'SIDE OF LARGE SANDSTONE LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0158 ***********************************************************************
 JM0158  DESIGNATION -  B 145 RESET
 JM0158  PID         -  JM0158
 JM0158  STATE/COUNTY-  CO/MONTROSE
 JM0158  USGS QUAD   -  PARADOX (1994)
 JM0158
 JM0158                         *CURRENT SURVEY CONTROL
 JM0158  ___________________________________________________________________
 JM0158* NAD 83(1986)-  38 19 31.     (N)    108 59 39.     (W)     SCALED    
 JM0158* NAVD 88     -      1740.36   (meters)    5709.8    (feet)  RESET     
 JM0158  ___________________________________________________________________
 JM0158  GEOID HEIGHT-         -18.58  (meters)                     GEOID03
 JM0158
 JM0158  VERT ORDER  -  THIRD
 JM0158
 JM0158.The horizontal coordinates were scaled from a topographic map and have
 JM0158.an estimated accuracy of +/- 6 seconds.
 JM0158
 JM0158.The orthometric height was computed from unverified reset data.
 JM0158
 JM0158.The geoid height was determined by GEOID03.
 JM0158
 JM0158;                    North         East    Units  Estimated Accuracy
 JM0158;SPC CO S     -   494,600.      608,940.      MT  (+/- 180 meters Scaled)
 JM0158
 JM0158                          SUPERSEDED SURVEY CONTROL
 JM0158
 JM0158.No superseded survey control is available for this station.
 JM0158
 JM0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH753438(NAD 83)
 JM0158_MARKER: DB = BENCH MARK DISK
 JM0158_SETTING: 66 = SET IN ROCK OUTCROP
 JM0158_SP_SET: OUTCROP
 JM0158_STAMPING: B 145 RESET 1956
 JM0158_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0158+STABILITY: POSITION/ELEVATION WELL
 JM0158
 JM0158  HISTORY     - Date     Condition        Report By
 JM0158  HISTORY     - 1956     MONUMENTED       CODH
 JM0158  HISTORY     - 19900531 GOOD             USPSQD
 JM0158
 JM0158                          STATION DESCRIPTION
 JM0158
 JM0158'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1956
 JM0158'6.6 MI W FROM PARADOX.
 JM0158'6.6 MILES WEST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT PARADOX,
 JM0158'2.1 MILES WEST OF THE HIGHWAY CROSSING OVER SPRING CREEK AT THE
 JM0158'SPRADLIN RANCH HOUSE.  0.4 MILE EAST OF THE MARIS RANCH HOUSE. ABOUT
 JM0158'1.0 MILE EAST OF THE RAWLINGS RANCH HOUSE.  35 FEET NORTHEAST OF THE
 JM0158'CENTER OF THE HIGHWAY AT THE WEST END OF A ROCK CUT AND CONCRETED IN
 JM0158'THE TOP OF A LARGE SANDSTONE BOULDER ABOUT FIVE FEET HIGH, IN A
 JM0158'SANDSTONE OUTCROP.
 JM0158
 JM0158                          STATION RECOVERY (1990)
 JM0158
 JM0158'RECOVERY NOTE BY US POWER SQUADRON 1990 (TGO)
 JM0158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0152 ***********************************************************************
 JM0152  DESIGNATION -  B 146
 JM0152  PID         -  JM0152
 JM0152  STATE/COUNTY-  CO/SAN MIGUEL
 JM0152  USGS QUAD   -  HAMM CANYON (1994)
 JM0152
 JM0152                         *CURRENT SURVEY CONTROL
 JM0152  ___________________________________________________________________
 JM0152* NAD 83(1986)-  38 02 19.     (N)    108 50 41.     (W)     SCALED    
 JM0152* NAVD 88     -      1727.514  (meters)    5667.69   (feet)  ADJUSTED  
 JM0152  ___________________________________________________________________
 JM0152  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 JM0152  DYNAMIC HT  -        1725.549 (meters)    5661.24  (feet)  COMP
 JM0152  MODELED GRAV-     979,431.3   (mgal)                       NAVD 88
 JM0152
 JM0152  VERT ORDER  -  SECOND    CLASS 0
 JM0152
 JM0152.The horizontal coordinates were scaled from a topographic map and have
 JM0152.an estimated accuracy of +/- 6 seconds.
 JM0152
 JM0152.The orthometric height was determined by differential leveling
 JM0152.and adjusted by the National Geodetic Survey in June 1991..
 JM0152
 JM0152.The geoid height was determined by GEOID03.
 JM0152
 JM0152.The dynamic height is computed by dividing the NAVD 88
 JM0152.geopotential number by the normal gravity value computed on the
 JM0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0152.degrees latitude (g = 980.6199 gals.).
 JM0152
 JM0152.The modeled gravity was interpolated from observed gravity values.
 JM0152
 JM0152;                    North         East    Units  Estimated Accuracy
 JM0152;SPC CO S     -   462,320.      620,860.      MT  (+/- 180 meters Scaled)
 JM0152
 JM0152                          SUPERSEDED SURVEY CONTROL
 JM0152
 JM0152  NGVD 29 (??/??/92) 1726.387  (m)         5663.99   (f) ADJ UNCH    2 0
 JM0152
 JM0152.Superseded values are not recommended for survey control.
 JM0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0152.See file dsdata.txt to determine how the superseded data were derived.
 JM0152
 JM0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH891122(NAD 83)
 JM0152_MARKER: DB = BENCH MARK DISK
 JM0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0152_STAMPING: B 146 1934
 JM0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0152+STABILITY: SURFACE MOTION
 JM0152
 JM0152  HISTORY     - Date     Condition        Report By
 JM0152  HISTORY     - 1934     MONUMENTED       CGS
 JM0152  HISTORY     - 1960     GOOD             USGS
 JM0152  HISTORY     - 1964     MARK NOT FOUND   USGS
 JM0152
 JM0152                          STATION DESCRIPTION
 JM0152
 JM0152'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 JM0152'26.8 MI NE FROM DOVE CREEK.
 JM0152'IN SAN MIGUEL COUNTY, ABOUT 26.8 MILES NORTHEAST ALONG STATE HIGHWAY
 JM0152'80 FROM THE PUBLIC SCHOOL AT DOVE CREEK, DOLORES COUNTY, ABOUT 3.8
 JM0152'MILES ALONG STATE HIGHWAY 80 FROM THE BRIDGE OVER THE DOLORES RIVER,
 JM0152'ABOUT 0.7 MILES NORTHWEST OF THE HIGHWAY AND A DRY WASH, ABOUT 300
 JM0152'FEET NORTHWEST OF A CULVERT, ABOUT 105 FEET SOUTHWEST OF THE CENTER OF
 JM0152'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST OF STANDARD DISK
 JM0152'STAMPED B 146 1934.
 JM0152
 JM0152                          STATION RECOVERY (1964)
 JM0152
 JM0152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JM0152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0081 ***********************************************************************
 JM0081  DESIGNATION -  B 147
 JM0081  PID         -  JM0081
 JM0081  STATE/COUNTY-  CO/SAN MIGUEL
 JM0081  USGS QUAD   -  SANBORN PARK (1972)
 JM0081
 JM0081                         *CURRENT SURVEY CONTROL
 JM0081  ___________________________________________________________________
 JM0081* NAD 83(1986)-  38 07 33.     (N)    108 12 27.     (W)     SCALED    
 JM0081* NAVD 88     -      2005.442  (meters)    6579.52   (feet)  ADJUSTED  
 JM0081  ___________________________________________________________________
 JM0081  GEOID HEIGHT-         -17.37  (meters)                     GEOID03
 JM0081  DYNAMIC HT  -        2002.980 (meters)    6571.44  (feet)  COMP
 JM0081  MODELED GRAV-     979,331.0   (mgal)                       NAVD 88
 JM0081
 JM0081  VERT ORDER  -  SECOND    CLASS 0
 JM0081
 JM0081.The horizontal coordinates were scaled from a topographic map and have
 JM0081.an estimated accuracy of +/- 6 seconds.
 JM0081
 JM0081.The orthometric height was determined by differential leveling
 JM0081.and adjusted by the National Geodetic Survey in June 1991..
 JM0081
 JM0081.The geoid height was determined by GEOID03.
 JM0081
 JM0081.The dynamic height is computed by dividing the NAVD 88
 JM0081.geopotential number by the normal gravity value computed on the
 JM0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0081.degrees latitude (g = 980.6199 gals.).
 JM0081
 JM0081.The modeled gravity was interpolated from observed gravity values.
 JM0081
 JM0081;                    North         East    Units  Estimated Accuracy
 JM0081;SPC CO S     -   470,190.      677,050.      MT  (+/- 180 meters Scaled)
 JM0081
 JM0081                          SUPERSEDED SURVEY CONTROL
 JM0081
 JM0081  NGVD 29 (??/??/92) 2004.102  (m)         6575.12   (f) ADJ UNCH    2 0
 JM0081
 JM0081.Superseded values are not recommended for survey control.
 JM0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0081.See file dsdata.txt to determine how the superseded data were derived.
 JM0081
 JM0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH447234(NAD 83)
 JM0081_MARKER: DB = BENCH MARK DISK
 JM0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0081_STAMPING: B-147 1934
 JM0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0081+STABILITY: SURFACE MOTION
 JM0081
 JM0081  HISTORY     - Date     Condition        Report By
 JM0081  HISTORY     - 1934     MONUMENTED       CGS
 JM0081  HISTORY     - 1952     GOOD             USGS
 JM0081
 JM0081                          STATION DESCRIPTION
 JM0081
 JM0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0081'5.5 MI SE FROM NORWOOD.
 JM0081'5.5 MILES SOUTHEAST OF, ALONG STATE HWY. 145, FROM NORWOOD PUBLIC
 JM0081'SCHOOL.  180 FEET SOUTHEAST OF J.W. FINLEYS FARM HOUSE.  120 FEET WEST
 JM0081'OF CENTERLINE OF STATE HWY. 145.  105 FEET NORTHWEST OF NORTH CORNER
 JM0081'OF STEEL HIGHWAY BRIDGE OVER SAN MIGUEL RIVER.  40 FEET SOUTH OF
 JM0081'CENTERLINE OF DIRT ROAD.  36 FEET SOUTHWEST OF WOODEN HIGHWAY BRIDGE
 JM0081'OVER MCKENZIE CREEK.  25 FEET SOUTH OF NORTHEAST CORNER OF FENCE. 15
 JM0081'FEET WEST OF WEST BANK OF MCKENZIE CREEK.  1 FOOT EAST OF FENCE LINE.
 JM0081'TABLET SET IN PRECAST CONCRETE POST.
 JM0081
 JM0081                          STATION RECOVERY (1952)
 JM0081
 JM0081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 JM0081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0097 ***********************************************************************
 JM0097  DESIGNATION -  B 148
 JM0097  PID         -  JM0097
 JM0097  STATE/COUNTY-  CO/SAN MIGUEL
 JM0097  USGS QUAD   -  OAK HILL (1973)
 JM0097
 JM0097                         *CURRENT SURVEY CONTROL
 JM0097  ___________________________________________________________________
 JM0097* NAD 83(1986)-  38 04 43.     (N)    108 15 37.     (W)     SCALED    
 JM0097* NAVD 88     -      2347.925  (meters)    7703.15   (feet)  ADJUSTED  
 JM0097  ___________________________________________________________________
 JM0097  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 JM0097  DYNAMIC HT  -        2344.922 (meters)    7693.30  (feet)  COMP
 JM0097  MODELED GRAV-     979,265.9   (mgal)                       NAVD 88
 JM0097
 JM0097  VERT ORDER  -  SECOND    CLASS 0
 JM0097
 JM0097.The horizontal coordinates were scaled from a topographic map and have
 JM0097.an estimated accuracy of +/- 6 seconds.
 JM0097
 JM0097.The orthometric height was determined by differential leveling
 JM0097.and adjusted by the National Geodetic Survey in June 1991..
 JM0097
 JM0097.The geoid height was determined by GEOID03.
 JM0097
 JM0097.The dynamic height is computed by dividing the NAVD 88
 JM0097.geopotential number by the normal gravity value computed on the
 JM0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0097.degrees latitude (g = 980.6199 gals.).
 JM0097
 JM0097.The modeled gravity was interpolated from observed gravity values.
 JM0097
 JM0097;                    North         East    Units  Estimated Accuracy
 JM0097;SPC CO S     -   465,080.      672,270.      MT  (+/- 180 meters Scaled)
 JM0097
 JM0097                          SUPERSEDED SURVEY CONTROL
 JM0097
 JM0097  NGVD 29 (??/??/92) 2346.511  (m)         7698.51   (f) ADJ UNCH    2 0
 JM0097
 JM0097.Superseded values are not recommended for survey control.
 JM0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0097.See file dsdata.txt to determine how the superseded data were derived.
 JM0097
 JM0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH403180(NAD 83)
 JM0097_MARKER: DB = BENCH MARK DISK
 JM0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0097_STAMPING: B-148 1934
 JM0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0097+STABILITY: SURFACE MOTION
 JM0097
 JM0097  HISTORY     - Date     Condition        Report By
 JM0097  HISTORY     - 1934     MONUMENTED       CGS
 JM0097
 JM0097                          STATION DESCRIPTION
 JM0097
 JM0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0097'5.6 MI S FROM NORWOOD.
 JM0097'5.6 MILES SOUTH OF, ALONG STATE HWY. 147, FROM NORWOOD PUBLIC SCHOOL.
 JM0097'ABOUT 3.6 MILES SOUTH OF JUNCTION OF STATE HWY. 145 AND STATE HWY.
 JM0097'147.  42 FEET NORTHEAST OF INTERSECTION OF TELEPHONE LINE WITH
 JM0097'CENTERLINE OF HIGHWAY.  33 FEET EAST OF CENTERLINE OF STATE HWY. 147.
 JM0097'33 FEET NORTH OF CENTERLINE OF DIRT ROAD.  6 FEET SOUTH OF TELEPHONE
 JM0097'POLE 126.  3 FEET WEST OF SOUTHWEST CORNER OF FENCE.  TABLET SET IN
 JM0097'PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0006 ***********************************************************************
 LK0006  DESIGNATION -  B 15 RESET
 LK0006  PID         -  LK0006
 LK0006  STATE/COUNTY-  CO/PHILLIPS
 LK0006  USGS QUAD   -  HOLYOKE (1971)
 LK0006
 LK0006                         *CURRENT SURVEY CONTROL
 LK0006  ___________________________________________________________________
 LK0006* NAD 83(1986)-  40 35 14.     (N)    102 18 06.     (W)     SCALED    
 LK0006* NAVD 88     -      1139.90   (meters)    3739.8    (feet)  RESET     
 LK0006  ___________________________________________________________________
 LK0006  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 LK0006
 LK0006  VERT ORDER  -  THIRD
 LK0006
 LK0006.The horizontal coordinates were scaled from a topographic map and have
 LK0006.an estimated accuracy of +/- 6 seconds.
 LK0006
 LK0006.The orthometric height was computed from unverified reset data.
 LK0006.No vertical observational check was made to the station.
 LK0006
 LK0006.The geoid height was determined by GEOID03.
 LK0006
 LK0006;                    North         East    Units  Estimated Accuracy
 LK0006;SPC CO N     -   448,910.    1,185,100.      MT  (+/- 180 meters Scaled)
 LK0006
 LK0006                          SUPERSEDED SURVEY CONTROL
 LK0006
 LK0006  NGVD 29 (??/??/??) 1139.43   (m)         3738.3    (f) RESET       3  
 LK0006
 LK0006.Superseded values are not recommended for survey control.
 LK0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0006.See file dsdata.txt to determine how the superseded data were derived.
 LK0006
 LK0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE283964(NAD 83)
 LK0006_MARKER: DB = BENCH MARK DISK
 LK0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0006_STAMPING: B 15 RESET 1948
 LK0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0006+STABILITY: SURFACE MOTION
 LK0006
 LK0006  HISTORY     - Date     Condition        Report By
 LK0006  HISTORY     - 1948     MONUMENTED       CODH
 LK0006  HISTORY     - 1948     GOOD             NGS
 LK0006
 LK0006                          STATION DESCRIPTION
 LK0006
 LK0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 LK0006'AT HOLYOKE.
 LK0006'AT HOLYOKE, AT THE WEST SIDE OF INTEROCEAN AVENUE (STATE HIGHWAY
 LK0006'51), SOUTH OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD CROSSING,
 LK0006'OPPOSITE THE PORTION OF BIGNELL STREET LEADING EAST, AND BETWEEN
 LK0006'THE SIDEWALK AND THE CURB.  A STANDARD DISK, STAMPED B 15 RESET
 LK0006'1948 AND SET IN THE TOP OF A CONCRETE POST-- NOTE-- THIS MARK WAS
 LK0006'ESTABLISHED AND ITS ELEVATION DETERMINED BY ENGINEERS OF THE
 LK0006'STATE HIGHWAY DEPARTMENT IN THE SUMMER OF 1948
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0029 ***********************************************************************
 HM0029  DESIGNATION -  B 150
 HM0029  PID         -  HM0029
 HM0029  STATE/COUNTY-  CO/MONTEZUMA
 HM0029  USGS QUAD   -  STONER (1976)
 HM0029
 HM0029                         *CURRENT SURVEY CONTROL
 HM0029  ___________________________________________________________________
 HM0029* NAD 83(1986)-  37 34 04.     (N)    108 16 07.     (W)     SCALED    
 HM0029* NAVD 88     -      2332.079  (meters)    7651.16   (feet)  ADJUSTED  
 HM0029  ___________________________________________________________________
 HM0029  GEOID HEIGHT-         -17.76  (meters)                     GEOID03
 HM0029  DYNAMIC HT  -        2328.974 (meters)    7640.98  (feet)  COMP
 HM0029  MODELED GRAV-     979,215.4   (mgal)                       NAVD 88
 HM0029
 HM0029  VERT ORDER  -  SECOND    CLASS 0
 HM0029
 HM0029.The horizontal coordinates were scaled from a topographic map and have
 HM0029.an estimated accuracy of +/- 6 seconds.
 HM0029
 HM0029.The orthometric height was determined by differential leveling
 HM0029.and adjusted by the National Geodetic Survey in June 1991..
 HM0029
 HM0029.The geoid height was determined by GEOID03.
 HM0029
 HM0029.The dynamic height is computed by dividing the NAVD 88
 HM0029.geopotential number by the normal gravity value computed on the
 HM0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0029.degrees latitude (g = 980.6199 gals.).
 HM0029
 HM0029.The modeled gravity was interpolated from observed gravity values.
 HM0029
 HM0029;                    North         East    Units  Estimated Accuracy
 HM0029;SPC CO S     -   408,430.      669,850.      MT  (+/- 180 meters Scaled)
 HM0029
 HM0029                          SUPERSEDED SURVEY CONTROL
 HM0029
 HM0029  NGVD 29 (??/??/92) 2330.705  (m)         7646.65   (f) ADJ UNCH    2 0
 HM0029
 HM0029.Superseded values are not recommended for survey control.
 HM0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0029.See file dsdata.txt to determine how the superseded data were derived.
 HM0029
 HM0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG412613(NAD 83)
 HM0029_MARKER: DB = BENCH MARK DISK
 HM0029_SETTING: 66 = SET IN ROCK OUTCROP
 HM0029_SP_SET: SANDSTONE CLIFF
 HM0029_STAMPING: B 150 1934
 HM0029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0029+STABILITY: POSITION/ELEVATION WELL
 HM0029
 HM0029  HISTORY     - Date     Condition        Report By
 HM0029  HISTORY     - 1934     MONUMENTED       CGS
 HM0029  HISTORY     - 1963     MARK NOT FOUND   NGS
 HM0029
 HM0029                          STATION DESCRIPTION
 HM0029
 HM0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HM0029'17.8 MI SW FROM RICO.
 HM0029'IN MONTEZUMA COUNTY, 17.8 MILES SOUTHWEST ALONG THE ABANDONED RIO
 HM0029'GRANDE SOUTHERN RAILROAD FROM THE FORMER STATION AT RICO, DOLORES
 HM0029'COUNTY, 420 FEET WEST OF A DIRT-ROAD CROSSING, 420 FEET WEST OF THE
 HM0029'NORTHWEST END OF A WOODEN ROAD BRIDGE OVER DOLORES RIVER (THE BRIDGE
 HM0029'HAS BEEN DESTROYED BUT THE PILES ON THE WEST END ARE STILL STANDING),
 HM0029'58 FEET WEST OF THE CENTER-LINE OF A CULVERT, 12 FEET NORTH OF THE
 HM0029'CENTER-LINE OF THE OLD ROADBED, AND IN THE TOP OF THE SHELF OF A
 HM0029'SANDSTONE CLIFF ON THE BANK OF THE RIVER.  A STANDARD DISK, STAMPED B
 HM0029'150 1934.  NOTE-- CONSTRUCTION HAS COVERED PARTS OLD RAILROAD GRADE IN
 HM0029'THIS AREA.  BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0104 ***********************************************************************
 LN0104  DESIGNATION -  B 151
 LN0104  PID         -  LN0104
 LN0104  STATE/COUNTY-  CO/RIO BLANCO
 LN0104  USGS QUAD   -  DIVIDE CREEK (1962)
 LN0104
 LN0104                         *CURRENT SURVEY CONTROL
 LN0104  ___________________________________________________________________
 LN0104* NAD 83(1992)-  40 10 50.66448(N)    108 32 27.89386(W)     ADJUSTED  
 LN0104* NAVD 88     -      1656.588  (meters)    5434.99   (feet)  ADJUSTED  
 LN0104  ___________________________________________________________________
 LN0104  X           -  -1,552,094.120 (meters)                     COMP
 LN0104  Y           -  -4,627,690.735 (meters)                     COMP
 LN0104  Z           -   4,094,396.964 (meters)                     COMP
 LN0104  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 LN0104  ELLIP HEIGHT-        1640.15  (meters)          (03/21/05) GPS OBS
 LN0104  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 LN0104  DYNAMIC HT  -        1655.032 (meters)    5429.88  (feet)  COMP
 LN0104  MODELED GRAV-     979,628.9   (mgal)                       NAVD 88
 LN0104
 LN0104  HORZ ORDER  -  FIRST
 LN0104  VERT ORDER  -  SECOND    CLASS 0
 LN0104  ELLP ORDER  -  FOURTH    CLASS I
 LN0104
 LN0104.The horizontal coordinates were established by GPS observations
 LN0104.and adjusted by the CO DEPT OF HIGHWAYS in March 2005..
 LN0104
 LN0104.The orthometric height was determined by differential leveling
 LN0104.and adjusted by the National Geodetic Survey in June 1991..
 LN0104
 LN0104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LN0104
 LN0104.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0104
 LN0104.The ellipsoidal height was determined by GPS observations
 LN0104.and is referenced to NAD 83.
 LN0104
 LN0104.The geoid height was determined by GEOID03.
 LN0104
 LN0104.The dynamic height is computed by dividing the NAVD 88
 LN0104.geopotential number by the normal gravity value computed on the
 LN0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0104.degrees latitude (g = 980.6199 gals.).
 LN0104
 LN0104.The modeled gravity was interpolated from observed gravity values.
 LN0104
 LN0104;                    North         East     Units Scale Factor Converg.
 LN0104;SPC CO N     -   403,329.031   655,459.863   MT  0.99995759   -1 57 53.8
 LN0104;SPC CO N     - 1,323,255.33  2,150,454.57   sFT  0.99995759   -1 57 53.8
 LN0104;UTM  12      - 4,450,717.284   709,348.991   MT  1.00013955   +1 35 13.5
 LN0104
 LN0104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0104!SPC CO N     -   0.99974277  x   0.99995759  =   0.99970037
 LN0104!UTM  12      -   0.99974277  x   1.00013955  =   0.99988228
 LN0104
 LN0104                          SUPERSEDED SURVEY CONTROL
 LN0104
 LN0104  NGVD 29 (??/??/92) 1655.359  (m)         5430.96   (f) ADJ UNCH    2 0
 LN0104
 LN0104.Superseded values are not recommended for survey control.
 LN0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0104.See file dsdata.txt to determine how the superseded data were derived.
 LN0104
 LN0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK0934950717(NAD 83)
 LN0104_MARKER: DB = BENCH MARK DISK
 LN0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0104_STAMPING: B 151 1934
 LN0104_MARK LOGO: CGS   
 LN0104_PROJECTION: PROJECTING 10 CENTIMETERS
 LN0104_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LN0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0104+STABILITY: SURFACE MOTION
 LN0104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0104+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004
 LN0104
 LN0104  HISTORY     - Date     Condition        Report By
 LN0104  HISTORY     - 1934     MONUMENTED       CGS
 LN0104  HISTORY     - 20041106 GOOD             CODOT
 LN0104
 LN0104                          STATION DESCRIPTION
 LN0104
 LN0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0104'3.3 MI W FROM ANGORA JCT.
 LN0104'3.3 MILE WEST OF ANGORA JCT., ALONG STATE HWY. 64.  ABOUT 0.1 MILE
 LN0104'EAST OF POINT WHERE HIGHWAY CROSSES IRRIGATION DITCH.  85 FEET
 LN0104'NORTHEAST OF NORTH END OF CORRUGATED PIPE HIGHWAY CULVERT.  80 FEET
 LN0104'SOUTHWEST OF LOG BARN SURROUNDED BY POLE CORRAL.  75 FEET NORTH OF
 LN0104'CENTERLINE OF STATE HWY. 64.  40 FEET EAST OF WASH.  4 FEET SOUTH OF
 LN0104'JOHN BEARD PROPERTY FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 LN0104
 LN0104                          STATION RECOVERY (2004)
 LN0104
 LN0104'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2004 (RM)
 LN0104'THE STATION IS LOCATED ABOUT 34 MI (54.7 KM) WEST OF MEEKER, 17.5 MI
 LN0104'(28.2 KM) EAST NORTHEAST OF RANGELY AND 2.85 MI (4.59 KM) SOUTH OF THE
 LN0104'MOFFAT RIO BLANCO COUNTY LINE, IN THE SOUTHEAST 1/4 OF SECTION 31, T 3
 LN0104'N, R 99 W, AT STATE HIGHWAY 64 MILEPOST 36.1. OWNERSHIP  COLORADO
 LN0104'DEPT. OF TRANSPORTATION RIGHT OF WAY
 LN0104' 
 LN0104'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 64 AND
 LN0104'COUNTY ROAD 73, ABOUT 14.55 MI (23.42 KM) EAST FROM THE INTERSECTION
 LN0104'OF STATE HIGHWAY 64 AND STATE HIGHWAY 139 JUST EAST OF RANGELY, GO
 LN0104'EAST ON STATE HIGHWAY 64 FOR 1.35 MI (2.17 KM) TO THE STATION ON THE
 LN0104'LEFT NEXT TO A SMALL BARN AND CORRAL
 LN0104' 
 LN0104'THE MARK IS A STANDARD DISK IN A SQUARE 15 CM CONCRETE POST PROJECTING
 LN0104'10 CM ABOVE THE GROUND. IT IS 94.0 M (308.4 FT) WEST FROM A ROAD TO
 LN0104'THE NORTH TO RANCH BUILDING WITH A GATE THAT IS LOCKED AND HAS A LARGE
 LN0104'S   ON THE GATE, 12.6 M (41.3 FT) NORTH FROM THE CENTER LINE OF STATE
 LN0104'HIGHWAY 64, 2.05 M (6.73 FT) WEST NORTHWEST FROM A CORRAL FENCE
 LN0104'CORNER, 0.8 M (2.6 FT) SOUTHWEST FROM A BOARD FENCE, 0.7 M (2.3 FT)
 LN0104'SOUTH SOUTHEAST FROM A WITNESS POST AND ABOUT 1.2 M (3.9 FT) ABOVE THE
 LN0104'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0051 ***********************************************************************
 KM0051  DESIGNATION -  B 153
 KM0051  PID         -  KM0051
 KM0051  STATE/COUNTY-  CO/GARFIELD
 KM0051  USGS QUAD   -  HOWARD CANYON (1968)
 KM0051
 KM0051                         *CURRENT SURVEY CONTROL
 KM0051  ___________________________________________________________________
 KM0051* NAD 83(1986)-  39 25 21.     (N)    108 47 39.     (W)     SCALED    
 KM0051* NAVD 88     -      1607.577  (meters)    5274.19   (feet)  ADJUSTED  
 KM0051  ___________________________________________________________________
 KM0051  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 KM0051  DYNAMIC HT  -        1606.020 (meters)    5269.08  (feet)  COMP
 KM0051  MODELED GRAV-     979,602.3   (mgal)                       NAVD 88
 KM0051
 KM0051  VERT ORDER  -  SECOND    CLASS 0
 KM0051
 KM0051.The horizontal coordinates were scaled from a topographic map and have
 KM0051.an estimated accuracy of +/- 6 seconds.
 KM0051
 KM0051.The orthometric height was determined by differential leveling
 KM0051.and adjusted by the National Geodetic Survey in June 1991..
 KM0051
 KM0051.The geoid height was determined by GEOID03.
 KM0051
 KM0051.The dynamic height is computed by dividing the NAVD 88
 KM0051.geopotential number by the normal gravity value computed on the
 KM0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0051.degrees latitude (g = 980.6199 gals.).
 KM0051
 KM0051.The modeled gravity was interpolated from observed gravity values.
 KM0051
 KM0051;                    North         East    Units  Estimated Accuracy
 KM0051;SPC CO C     -   486,350.      630,820.      MT  (+/- 180 meters Scaled)
 KM0051
 KM0051                          SUPERSEDED SURVEY CONTROL
 KM0051
 KM0051  NGVD 29 (??/??/92) 1606.438  (m)         5270.46   (f) ADJ UNCH    2 0
 KM0051
 KM0051.Superseded values are not recommended for survey control.
 KM0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0051.See file dsdata.txt to determine how the superseded data were derived.
 KM0051
 KM0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ898659(NAD 83)
 KM0051_MARKER: DB = BENCH MARK DISK
 KM0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KM0051_STAMPING: B-153 1934
 KM0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0051+STABILITY: SURFACE MOTION
 KM0051
 KM0051  HISTORY     - Date     Condition        Report By
 KM0051  HISTORY     - 1934     MONUMENTED       CGS
 KM0051  HISTORY     - 1968     MARK NOT FOUND   USGS
 KM0051  HISTORY     - 1984     MARK NOT FOUND   NGS
 KM0051
 KM0051                          STATION DESCRIPTION
 KM0051
 KM0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KM0051'17.2 MI S FROM DOUGLAS PASS.
 KM0051'17.2 MILES SOUTH OF DOUGLAS PASS B.M. ALONG STATE HWY. 139.  40 FEET
 KM0051'SOUTHWEST OF GATE OF CROSS FENCE LEADING UP STEEP GREY RIDGE WITH
 KM0051'PERPENDICULAR SANDSTONE CLIFF AT TOP.  33 FEET SOUTHEAST OF CENTERLINE
 KM0051'OF STATE HWY. 139.  5 FEET NORTHWEST OF FENCE.  TABLET SET IN PRECAST
 KM0051'CONCRETE POST.
 KM0051
 KM0051                          STATION RECOVERY (1968)
 KM0051
 KM0051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KM0051'MARK NOT FOUND.
 KM0051
 KM0051                          STATION RECOVERY (1984)
 KM0051
 KM0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KM0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0070 ***********************************************************************
 LN0070  DESIGNATION -  B 154
 LN0070  PID         -  LN0070
 LN0070  STATE/COUNTY-  CO/RIO BLANCO
 LN0070  USGS QUAD   -  SMIZER GULCH (1973)
 LN0070
 LN0070                         *CURRENT SURVEY CONTROL
 LN0070  ___________________________________________________________________
 LN0070* NAD 83(1992)-  40 10 08.90308(N)    108 22 16.91233(W)     ADJUSTED  
 LN0070* NAVD 88     -      1733.352  (meters)    5686.84   (feet)  ADJUSTED  
 LN0070  ___________________________________________________________________
 LN0070  X           -  -1,538,659.975 (meters)                     COMP
 LN0070  Y           -  -4,633,112.330 (meters)                     COMP
 LN0070  Z           -   4,093,461.956 (meters)                     COMP
 LN0070  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 LN0070  ELLIP HEIGHT-        1716.80  (meters)          (03/21/05) GPS OBS
 LN0070  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 LN0070  DYNAMIC HT  -        1731.687 (meters)    5681.38  (feet)  COMP
 LN0070  MODELED GRAV-     979,604.8   (mgal)                       NAVD 88
 LN0070
 LN0070  HORZ ORDER  -  FIRST
 LN0070  VERT ORDER  -  SECOND    CLASS 0
 LN0070  ELLP ORDER  -  FOURTH    CLASS I
 LN0070
 LN0070.The horizontal coordinates were established by GPS observations
 LN0070.and adjusted by the CO DEPT OF HIGHWAYS in March 2005..
 LN0070
 LN0070.The orthometric height was determined by differential leveling
 LN0070.and adjusted by the National Geodetic Survey in June 1991..
 LN0070
 LN0070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LN0070
 LN0070.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0070
 LN0070.The ellipsoidal height was determined by GPS observations
 LN0070.and is referenced to NAD 83.
 LN0070
 LN0070.The geoid height was determined by GEOID03.
 LN0070
 LN0070.The dynamic height is computed by dividing the NAVD 88
 LN0070.geopotential number by the normal gravity value computed on the
 LN0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0070.degrees latitude (g = 980.6199 gals.).
 LN0070
 LN0070.The modeled gravity was interpolated from observed gravity values.
 LN0070
 LN0070;                    North         East     Units Scale Factor Converg.
 LN0070;SPC CO N     -   401,559.905   669,864.031   MT  0.99995786   -1 51 19.0
 LN0070;SPC CO N     - 1,317,451.12  2,197,712.24   sFT  0.99995786   -1 51 19.0
 LN0070;UTM  12      - 4,449,843.716   723,838.277   MT  1.00021682   +1 41 46.7
 LN0070
 LN0070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0070!SPC CO N     -   0.99973075  x   0.99995786  =   0.99968862
 LN0070!UTM  12      -   0.99973075  x   1.00021682  =   0.99994751
 LN0070
 LN0070                          SUPERSEDED SURVEY CONTROL
 LN0070
 LN0070  NGVD 29 (??/??/92) 1732.090  (m)         5682.70   (f) ADJ UNCH    2 0
 LN0070
 LN0070.Superseded values are not recommended for survey control.
 LN0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0070.See file dsdata.txt to determine how the superseded data were derived.
 LN0070
 LN0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK2383849844(NAD 83)
 LN0070_MARKER: DB = BENCH MARK DISK
 LN0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0070_STAMPING: B 154 1934
 LN0070_MARK LOGO: CGS   
 LN0070_PROJECTION: PROJECTING 20 CENTIMETERS
 LN0070_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LN0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0070+STABILITY: SURFACE MOTION
 LN0070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0070+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2004
 LN0070
 LN0070  HISTORY     - Date     Condition        Report By
 LN0070  HISTORY     - 1934     MONUMENTED       CGS
 LN0070  HISTORY     - 1966     GOOD             USGS
 LN0070  HISTORY     - 20041107 GOOD             CODOT
 LN0070
 LN0070                          STATION DESCRIPTION
 LN0070
 LN0070'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LN0070'31.9 MI NW FROM MEEKER.
 LN0070'31.9 MILES NORTHWEST ALONG STATE HIGHWAY 64 FROM THE HIGH SCHOOL AT
 LN0070'MEEKER, RIO BLANCO COUNTY, 11.1 MILES NORTHWEST OF THE WHITE RIVER
 LN0070'BRIDGE ON THE PICEANCE CREEK ROAD, 190 FEET SOUTH OF THE SOUTH WALL OF
 LN0070'AN ABANDONED RANCH HOUSE, 63 FEET SOUTHWEST OF THE CNETERLINE OF THE
 LN0070'HIGHWAY, 50 FEET WEST OF THE CENTERLINE OF A ROAD LEADING SOUTH UP A
 LN0070'VALLEY.  A STANDARD DISK, STAMPED B 154 1934 AND SET IN THE TOP OF A
 LN0070'CONCRETE POST.  NOTE-- ANGORA JCT., 7.0 MILES SOUTHEAST.
 LN0070
 LN0070                          STATION RECOVERY (2004)
 LN0070
 LN0070'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2004 (RM)
 LN0070'THE STATION IS LOCATED ABOUT 27 MI (43.5 KM) WEST NORTHWEST OF MEEKER,
 LN0070'23 MI (37.0 KM) EAST NORTHEAST OF RANGELY AND 3.65 MI (5.87 KM) SOUTH
 LN0070'OF THE MOFFAT RIO BLANCO COUNTY LINE, IN THE SOUTHEAST 1/4 OF SECTION
 LN0070'3, T 2 N, R 98 W, AT STATE HIGHWAY 64 MILEPOST 46.1. OWNERSHIP
 LN0070'UNKNOWN
 LN0070' 
 LN0070'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 64 AND
 LN0070'STATE HIGHWAY 13, SOUTHWEST OF MEEKER, GO WEST ON STATE HIGHWAY 64 FOR
 LN0070'27.5 MI (44.3 KM) TO A SIDE ROAD RIGHT AND A LOCKED GATE AND THE
 LN0070'STATION ON THE LEFT
 LN0070' 
 LN0070'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A SQUARE 15 CM
 LN0070'CONCRETE POST PROJECTING 20 CM ABOVE THE GROUND. IT IS 19.3 M (63.3
 LN0070'FT) SOUTH SOUTHWEST FROM THE CENTER LINE OF STATE HIGHWAY 64, 2.7 M
 LN0070'(8.9 FT) SOUTH SOUTHWEST FROM THE RIGHT OF WAY FENCE, 0.6 M (2.0 FT)
 LN0070'NORTH NORTHEAST FROM A WITNESS POST AND ABOUT 30 CM ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0455 ***********************************************************************
 LM0455  DESIGNATION -  B 155
 LM0455  PID         -  LM0455
 LM0455  STATE/COUNTY-  CO/RIO BLANCO
 LM0455  USGS QUAD   -  NINEMILE GAP (1966)
 LM0455
 LM0455                         *CURRENT SURVEY CONTROL
 LM0455  ___________________________________________________________________
 LM0455* NAD 83(1986)-  40 12 34.     (N)    107 49 23.     (W)     SCALED    
 LM0455* NAVD 88     -      2096.776  (meters)    6879.17   (feet)  ADJUSTED  
 LM0455  ___________________________________________________________________
 LM0455  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 LM0455  DYNAMIC HT  -        2094.665 (meters)    6872.25  (feet)  COMP
 LM0455  MODELED GRAV-     979,543.9   (mgal)                       NAVD 88
 LM0455
 LM0455  VERT ORDER  -  SECOND    CLASS 0
 LM0455
 LM0455.The horizontal coordinates were scaled from a topographic map and have
 LM0455.an estimated accuracy of +/- 6 seconds.
 LM0455
 LM0455.The orthometric height was determined by differential leveling
 LM0455.and adjusted by the National Geodetic Survey in June 1991..
 LM0455
 LM0455.The geoid height was determined by GEOID03.
 LM0455
 LM0455.The dynamic height is computed by dividing the NAVD 88
 LM0455.geopotential number by the normal gravity value computed on the
 LM0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0455.degrees latitude (g = 980.6199 gals.).
 LM0455
 LM0455.The modeled gravity was interpolated from observed gravity values.
 LM0455
 LM0455;                    North         East    Units  Estimated Accuracy
 LM0455;SPC CO N     -   404,670.      716,670.      MT  (+/- 180 meters Scaled)
 LM0455
 LM0455                          SUPERSEDED SURVEY CONTROL
 LM0455
 LM0455  NGVD 29 (??/??/92) 2095.474  (m)         6874.90   (f) ADJ UNCH    2 0
 LM0455
 LM0455.Superseded values are not recommended for survey control.
 LM0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0455.See file dsdata.txt to determine how the superseded data were derived.
 LM0455
 LM0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE597548(NAD 83)
 LM0455_MARKER: DB = BENCH MARK DISK
 LM0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0455_STAMPING: B 155 1934
 LM0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0455+STABILITY: SURFACE MOTION
 LM0455
 LM0455  HISTORY     - Date     Condition        Report By
 LM0455  HISTORY     - 1934     MONUMENTED       CGS
 LM0455
 LM0455                          STATION DESCRIPTION
 LM0455
 LM0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LM0455'6.7 MI SW FROM AXIAL.
 LM0455'IN RIO BLANCO COUNTY, ABOUT 6.7 MILES SOUTHWEST ALONG STATE HIGHWAY 13
 LM0455'FROM THE SCHOOL AT AXIAL, MOFFAT COUNTY, ABOUT 0.7 MILE SOUTH OF THE
 LM0455'MOFFAT-RIO BLANCO COUNTY LINE, ABOUT 210 FEET NORTH OF THE TOP OF A
 LM0455'RISE, ABOUT 50 FEET EAST OF A FENCE, 14 FEET SOUTHWEST OF POLE 1948,
 LM0455'35 FEET EAST OF THE CENTER OF THE HIGHWAY, ABOUT 4 FEET HIGHER THAN
 LM0455'THE HIGHWAY.  A STANDARD DISK, STAMPED B 155 1934 AND SET IN THE TOP
 LM0455'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0558 ***********************************************************************
 KL0558  DESIGNATION -  B 156
 KL0558  PID         -  KL0558
 KL0558  STATE/COUNTY-  CO/GARFIELD
 KL0558  USGS QUAD   -  RIFLE (1982)
 KL0558
 KL0558                         *CURRENT SURVEY CONTROL
 KL0558  ___________________________________________________________________
 KL0558* NAD 83(1992)-  39 34 40.92885(N)    107 46 16.38035(W)     ADJUSTED  
 KL0558* NAVD 88     -      1698.468  (meters)    5572.39   (feet)  ADJUSTED  
 KL0558  ___________________________________________________________________
 KL0558  X           -  -1,502,884.410 (meters)                     COMP
 KL0558  Y           -  -4,689,028.659 (meters)                     COMP
 KL0558  Z           -   4,043,057.217 (meters)                     COMP
 KL0558  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 KL0558  ELLIP HEIGHT-        1682.72  (meters)          (10/21/02) GPS OBS
 KL0558  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 KL0558  DYNAMIC HT  -        1696.717 (meters)    5566.65  (feet)  COMP
 KL0558  MODELED GRAV-     979,536.8   (mgal)                       NAVD 88
 KL0558
 KL0558  HORZ ORDER  -  FIRST
 KL0558  VERT ORDER  -  SECOND    CLASS 0
 KL0558  ELLP ORDER  -  FIFTH     CLASS I
 KL0558
 KL0558.The horizontal coordinates were established by GPS observations
 KL0558.and adjusted by the National Geodetic Survey in December 1999..
 KL0558
 KL0558.The orthometric height was determined by differential leveling
 KL0558.and adjusted by the National Geodetic Survey in June 1991..
 KL0558
 KL0558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KL0558
 KL0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0558
 KL0558.The ellipsoidal height was determined by GPS observations
 KL0558.and is referenced to NAD 83.
 KL0558
 KL0558.The geoid height was determined by GEOID03.
 KL0558
 KL0558.The dynamic height is computed by dividing the NAVD 88
 KL0558.geopotential number by the normal gravity value computed on the
 KL0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0558.degrees latitude (g = 980.6199 gals.).
 KL0558
 KL0558.The modeled gravity was interpolated from observed gravity values.
 KL0558
 KL0558;                    North         East     Units Scale Factor Converg.
 KL0558;SPC CO C     -   500,918.492   719,291.428   MT  0.99997051   -1 25 56.8
 KL0558;SPC CO C     - 1,643,430.09  2,359,875.29   sFT  0.99997051   -1 25 56.8
 KL0558;UTM  13      - 4,384,593.967   261,982.526   MT  1.00029755   -1 45 59.2
 KL0558
 KL0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0558!SPC CO C     -   0.99973607  x   0.99997051  =   0.99970659
 KL0558!UTM  13      -   0.99973607  x   1.00029755  =   1.00003355
 KL0558
 KL0558                          SUPERSEDED SURVEY CONTROL
 KL0558
 KL0558  ELLIP H (12/22/99) 1682.69   (m)                       GP(       ) 4 2
 KL0558  NAVD 88 (12/22/99) 1698.47   (m)         5572.4    (f) LEVELING    3  
 KL0558  NGVD 29 (??/??/92) 1697.255  (m)         5568.41   (f) ADJ UNCH    2 0
 KL0558
 KL0558.Superseded values are not recommended for survey control.
 KL0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0558.See file dsdata.txt to determine how the superseded data were derived.
 KL0558
 KL0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD6198384594(NAD 83)
 KL0558_MARKER: DB = BENCH MARK DISK
 KL0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0558_STAMPING: B 156 1934
 KL0558_MARK LOGO: CGS   
 KL0558_PROJECTION: PROJECTING 35 CENTIMETERS
 KL0558_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0558+STABILITY: SURFACE MOTION
 KL0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KL0558+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2000
 KL0558
 KL0558  HISTORY     - Date     Condition        Report By
 KL0558  HISTORY     - 1934     MONUMENTED       CGS
 KL0558  HISTORY     - 19920531 GOOD             KOOGLE
 KL0558  HISTORY     - 19920531 GOOD             KOOGLE
 KL0558  HISTORY     - 19980112 GOOD             CODOT
 KL0558  HISTORY     - 19990518 GOOD             NGS
 KL0558  HISTORY     - 20001005 GOOD             NGS
 KL0558
 KL0558                          STATION DESCRIPTION
 KL0558
 KL0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KL0558'3.2 MI N FROM RIFLE.
 KL0558'3.2 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE CITY PARK AT RIFLE,
 KL0558'ABOUT 0.1 MILE SOUTH OF AN INVERTED SYPHON OVER GOVERNMENT CREEK,
 KL0558'ABOUT 105 FEET SOUTHEAST OF A CORRUGATED PIPE CULVERT WITH CONCRETE
 KL0558'HEAD WALLS, ABOUT 100 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A
 KL0558'FENCE, 15 FEET SOUTH OF POLE 126, AND ABOUT 70 FEET EAST OF THE CENTER
 KL0558'LINE OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST.
 KL0558
 KL0558                          STATION RECOVERY (1992)
 KL0558
 KL0558'RECOVERY NOTE BY KOOGLE AND POULS ENGINEERS 1992 (WEK)
 KL0558'USED IN GPS SURVEY TO SUPPORT PHOTO CONTROL AT RIFLE GAP RESERVOIR
 KL0558'FOUND AS DESCRIBED.
 KL0558
 KL0558                          STATION RECOVERY (1992)
 KL0558
 KL0558'RECOVERY NOTE BY KOOGLE AND POULS ENGINEERS 1992 (WEK)
 KL0558'USED IN GPS SURVEY TO SUPPORT PHOTO CONTROL AT RIFLE GAP RESERVOIR
 KL0558'FOUND AS DESCRIBED.
 KL0558
 KL0558                          STATION RECOVERY (1998)
 KL0558
 KL0558'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (RSC)
 KL0558'RECOVERED AS DESCRIBED.
 KL0558
 KL0558                          STATION RECOVERY (1999)
 KL0558
 KL0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 KL0558'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) WEST-NORTHWEST OF SILT, 4
 KL0558'MI (6.4 KM) NORTHWEST OF THE GARFIELD COUNTY REGIONAL AIRPORT AND 3 MI
 KL0558'(4.8 KM) NORTH OF RIFLE, IN THE NORTHEAST 1/4 OF SECTION 36, T 5 S, R
 KL0558'93 W, AT STATE HIGHWAY 13 MILEPOST 3.5.  OWNERSHIP--COLORADO DEPT.  OF
 KL0558'TRANSPORTATION RIGHT-OF-WAY
 KL0558'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 13 AND
 KL0558'STATE HIGHWAY 325, ABOUT 2.5 MI (4.0 KM) NORTH OF RIFLE, GO NORTH ON
 KL0558'STATE 13 FOR 0.25 MI (0.40 KM) TO THE STATION ON THE RIGHT
 KL0558'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A 15 CM BY 15 CM
 KL0558'CONCRETE POST PROJECTING 35 CM ABOVE THE GROUND.  IT IS 19.0 M (62.3
 KL0558'FT) EAST FROM THE CENTER LINE OF THE HIGHWAY, 4.6 M (15.1 FT) NORTH
 KL0558'FROM THE CENTER OF A TRACK ROAD GOING EAST, 0.6 M (2.0 FT) NORTHWEST
 KL0558'FROM A WITNESS POST AND ABOUT THE SAME HEIGHT AS THE HIGHWAY.
 KL0558
 KL0558                          STATION RECOVERY (2000)
 KL0558
 KL0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 KL0558'THE STATION IS LOCATED AT THE NORTHERN MOST PART OF THE TOWN OF
 KL0558'RIFLE, IN THE NORTHEAST 1/4 OF SECTION 36, T 5 S, R 93 W, AT STATE
 KL0558'HIGHWAY 13 MILEPOST 3.5. OWNERSHIP--COLORADO DEPT. OF
 KL0558'TRANSPORTATION RIGHT-OF-WAY.
 KL0558' 
 KL0558'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 13
 KL0558'AND STATE HIGHWAY 325, ABOUT 2.5 MI NORTH OF RIFLE, GO NORTH ON
 KL0558'STATE HIGHWAY 13 FOR 0.25 MI TO THE STATION ON THE RIGHT.
 KL0558' 
 KL0558'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A 15 CM BY 15 CM
 KL0558'SQUARE CONCRETE POST, PROJECTING 35 CM ABOVE THE GROUND. IT IS
 KL0558'19.0 M EAST FROM THE CENTER LINE OF STATE HIGHWAY 13, 4.6 M NORTH
 KL0558'FROM THE CENTER OF A TRACK ROAD GOING EAST, 0.6 M NORTHWEST FROM
 KL0558'A WITNESS POST AND ABOUT THE SAME HEIGHT AS THE HIGHWAY.
 KL0558'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0517 ***********************************************************************
 KL0517  DESIGNATION -  B 157
 KL0517  PID         -  KL0517
 KL0517  STATE/COUNTY-  CO/GUNNISON
 KL0517  USGS QUAD   -  CHAIR MOUNTAIN (1978)
 KL0517
 KL0517                         *CURRENT SURVEY CONTROL
 KL0517  ___________________________________________________________________
 KL0517* NAD 83(1986)-  39 00 00.     (N)    107 21 14.     (W)     SCALED    
 KL0517* NAVD 88     -      2068.360  (meters)    6785.94   (feet)  ADJUSTED  
 KL0517  ___________________________________________________________________
 KL0517  GEOID HEIGHT-         -15.09  (meters)                     GEOID03
 KL0517  DYNAMIC HT  -        2065.941 (meters)    6778.01  (feet)  COMP
 KL0517  MODELED GRAV-     979,385.3   (mgal)                       NAVD 88
 KL0517
 KL0517  VERT ORDER  -  SECOND    CLASS 0
 KL0517
 KL0517.The horizontal coordinates were scaled from a topographic map and have
 KL0517.an estimated accuracy of +/- 6 seconds.
 KL0517
 KL0517.The orthometric height was determined by differential leveling
 KL0517.and adjusted by the National Geodetic Survey in June 1991..
 KL0517
 KL0517.The geoid height was determined by GEOID03.
 KL0517
 KL0517.The dynamic height is computed by dividing the NAVD 88
 KL0517.geopotential number by the normal gravity value computed on the
 KL0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0517.degrees latitude (g = 980.6199 gals.).
 KL0517
 KL0517.The modeled gravity was interpolated from observed gravity values.
 KL0517
 KL0517;                    North         East    Units  Estimated Accuracy
 KL0517;SPC CO C     -   435,950.      753,830.      MT  (+/- 180 meters Scaled)
 KL0517
 KL0517                          SUPERSEDED SURVEY CONTROL
 KL0517
 KL0517  NGVD 29 (??/??/92) 2066.854  (m)         6781.00   (f) ADJ UNCH    2 0
 KL0517
 KL0517.Superseded values are not recommended for survey control.
 KL0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0517.See file dsdata.txt to determine how the superseded data were derived.
 KL0517
 KL0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD961194(NAD 83)
 KL0517_MARKER: DB = BENCH MARK DISK
 KL0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0517_STAMPING: B 157 1934
 KL0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0517+STABILITY: SURFACE MOTION
 KL0517
 KL0517  HISTORY     - Date     Condition        Report By
 KL0517  HISTORY     - 1934     MONUMENTED       CGS
 KL0517  HISTORY     - 1963     GOOD             USGS
 KL0517
 KL0517                          STATION DESCRIPTION
 KL0517
 KL0517'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 KL0517'4.9 MI N FROM BARDINE.
 KL0517'4.9 MILES NORTH ALONG STATE HIGHWAY 133 FROM BARDINE JUNCTION OF STATE
 KL0517'HIGHWAYS 133 AND 135, 4.9 MILES NORTH ALONG STATE HIGHWAY 133, 180 FT
 KL0517'WEST OF ROAD LEADING TO THE GEORGE VOLK RANCH, 42 FT SOUTHWEST OF
 KL0517'CENTERLINE OF HIGHWAY, 21 FT SOUTHWEST OF FENCE LINE.  A STANDARD DISK
 KL0517'SET IN TOP OF CONCRETE POST, STAMPED B 157 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0313 ***********************************************************************
 KL0313  DESIGNATION -  B 158
 KL0313  PID         -  KL0313
 KL0313  STATE/COUNTY-  CO/PITKIN
 KL0313  USGS QUAD   -  WOODY CREEK (1987)
 KL0313
 KL0313                         *CURRENT SURVEY CONTROL
 KL0313  ___________________________________________________________________
 KL0313* NAD 83(1992)-  39 18 04.40071(N)    106 55 43.29546(W)     ADJUSTED  
 KL0313* NAVD 88     -      2173.312  (meters)    7130.27   (feet)  ADJUSTED  
 KL0313  ___________________________________________________________________
 KL0313  X           -  -1,439,566.920 (meters)                     COMP
 KL0313  Y           -  -4,729,655.861 (meters)                     COMP
 KL0313  Z           -   4,019,618.029 (meters)                     COMP
 KL0313  LAPLACE CORR-           8.04  (seconds)                    DEFLEC99
 KL0313  ELLIP HEIGHT-        2159.37  (meters)          (10/21/02) GPS OBS
 KL0313  GEOID HEIGHT-         -13.98  (meters)                     GEOID03
 KL0313  DYNAMIC HT  -        2170.782 (meters)    7121.97  (feet)  COMP
 KL0313  MODELED GRAV-     979,386.5   (mgal)                       NAVD 88
 KL0313
 KL0313  HORZ ORDER  -  FIRST
 KL0313  VERT ORDER  -  SECOND    CLASS 0
 KL0313  ELLP ORDER  -  FIFTH     CLASS I
 KL0313
 KL0313.The horizontal coordinates were established by GPS observations
 KL0313.and adjusted by the National Geodetic Survey in May 1997..
 KL0313
 KL0313.The orthometric height was determined by differential leveling
 KL0313.and adjusted by the National Geodetic Survey in June 1991..
 KL0313
 KL0313.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KL0313
 KL0313.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0313
 KL0313.The ellipsoidal height was determined by GPS observations
 KL0313.and is referenced to NAD 83.
 KL0313
 KL0313.The geoid height was determined by GEOID03.
 KL0313
 KL0313.The dynamic height is computed by dividing the NAVD 88
 KL0313.geopotential number by the normal gravity value computed on the
 KL0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0313.degrees latitude (g = 980.6199 gals.).
 KL0313
 KL0313.The modeled gravity was interpolated from observed gravity values.
 KL0313
 KL0313;                    North         East     Units Scale Factor Converg.
 KL0313;SPC CO C     -   468,716.888   791,177.976   MT  0.99994200   -0 54 03.8
 KL0313;SPC CO C     - 1,537,781.99  2,595,723.08   sFT  0.99994200   -0 54 03.8
 KL0313;UTM  13      - 4,351,977.725   333,695.236   MT  0.99994054   -1 13 18.9
 KL0313
 KL0313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0313!SPC CO C     -   0.99966133  x   0.99994200  =   0.99960335
 KL0313!UTM  13      -   0.99966133  x   0.99994054  =   0.99960189
 KL0313
 KL0313                          SUPERSEDED SURVEY CONTROL
 KL0313
 KL0313  ELLIP H (05/14/97) 2159.43   (m)                       GP(       ) 3 2
 KL0313  NAVD 88 (05/14/97) 2173.31   (m)         7130.3    (f) LEVELING    3  
 KL0313  NGVD 29 (??/??/92) 2171.827  (m)         7125.40   (f) ADJ UNCH    2 0
 KL0313
 KL0313.Superseded values are not recommended for survey control.
 KL0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0313.See file dsdata.txt to determine how the superseded data were derived.
 KL0313
 KL0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD3369551978(NAD 83)
 KL0313_MARKER: DB = BENCH MARK DISK
 KL0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0313_STAMPING: B 158 1934
 KL0313_MARK LOGO: CGS   
 KL0313_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0313+STABILITY: SURFACE MOTION
 KL0313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KL0313+SATELLITE: SATELLITE OBSERVATIONS - May 12, 1999
 KL0313
 KL0313  HISTORY     - Date     Condition        Report By
 KL0313  HISTORY     - 1934     MONUMENTED       CGS
 KL0313  HISTORY     - 19950919 GOOD             CGS
 KL0313  HISTORY     - 19990512 GOOD             NGS
 KL0313
 KL0313                          STATION DESCRIPTION
 KL0313
 KL0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KL0313'2.1 MI NW FROM WOODY CREEK.
 KL0313'2.1 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KL0313'FROM BENCH MARK A 158 AT WOODY CREEK, PITKIN COUNTY, 282 FEET
 KL0313'NORTHWEST OF MILEPOST 391, 70 FEET SOUTHWEST OF POLE 2396, 63 FEET
 KL0313'SOUTHWEST OF THE CENTERLINE OF A ROAD, 35 FEET SOUTHWEST OF THE
 KL0313'CENTERLINE OF THE TRACK, 9 FEET SOUTHWEST OF A POLE, AND 10 FEET LOWER
 KL0313'THAN A DIRT ROAD.  A STANDARD DISK, STAMPED B 158 1934 AND SET IN THE
 KL0313'TOP OF A CONCRETE POST.
 KL0313
 KL0313                          STATION RECOVERY (1995)
 KL0313
 KL0313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1995 (RSC)
 KL0313'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTHEAST OF BASALT, 3.6
 KL0313'MI (5.8 KM) SOUTHEAST OF SNOWMASS AND 3.2 MI (5.1 KM) NORTHWEST OF
 KL0313'WOODY CREEK, IN THE NORTHWEST 1/4 OF SEC 6, T 9 S, R 85 W.
 KL0313'OWNERSHIP--ON OLD RAILROAD RIGHT-OF-WAY TO REACH THE STATION FROM
 KL0313'STATE HIGHWAY 82 AT MILEPOST 31 AND GERBAZ ROAD (17B) BETWEEN SNOWMASS
 KL0313'AND WOODY CREEK, GO 0.55 MI (0.89 KM) EASTERLY ON GERBAZ ROAD TO THE
 KL0313'INTERSECTION OF WOODY CREEK ROAD. MAKE A HARD LEFT ON WOODY CREEK ROAD
 KL0313'FOR 0.75 MI (1.21 KM) TO THE STATION ON THE LEFT ACROSS THE TRACKS.
 KL0313'THE STATION IS A STANDARD DISK SET IN A 6-INCH BY 6-INCH CONCRETE POST
 KL0313'PROJECTING 20 CM ABOVE THE GROUND.  IT IS 19.8 M (65.0 FT) SOUTHWEST
 KL0313'OF THE CENTER OF WOODY CREEK ROAD, 9.6 M (31.5 FT) SOUTHWEST OF THE
 KL0313'NEAR RAIL, 1.4 M (4.6 FT) EAST-NORTHEAST OF THE EDGE OF A SLOPE TO THE
 KL0313'ROARING FORK RIVER, 0.9 M (3.0 FT) SOUTHWEST OF A WITNESS POST, 0.65 M
 KL0313'(2.13 FT) EAST-NORTHEAST OF A WITNESS POST AND ABOUT 3 M (9.8 FT)
 KL0313'BELOW WOODY CREEK ROAD.
 KL0313
 KL0313                          STATION RECOVERY (1999)
 KL0313
 KL0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 KL0313'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0277 ***********************************************************************
 KL0277  DESIGNATION -  B 159
 KL0277  PID         -  KL0277
 KL0277  STATE/COUNTY-  CO/LAKE
 KL0277  USGS QUAD   -  INDEPENDENCE PASS (1994)
 KL0277
 KL0277                         *CURRENT SURVEY CONTROL
 KL0277  ___________________________________________________________________
 KL0277* NAD 83(1986)-  39 05 16.     (N)    106 32 28.     (W)     SCALED    
 KL0277* NAVD 88     -      3232.080  (meters)   10603.92   (feet)  ADJUSTED  
 KL0277  ___________________________________________________________________
 KL0277  GEOID HEIGHT-         -13.01  (meters)                     GEOID03
 KL0277  DYNAMIC HT  -        3227.610 (meters)   10589.25  (feet)  COMP
 KL0277  MODELED GRAV-     979,126.8   (mgal)                       NAVD 88
 KL0277
 KL0277  VERT ORDER  -  SECOND    CLASS 0
 KL0277
 KL0277.The horizontal coordinates were scaled from a topographic map and have
 KL0277.an estimated accuracy of +/- 6 seconds.
 KL0277
 KL0277.The orthometric height was determined by differential leveling
 KL0277.and adjusted by the National Geodetic Survey in June 1991..
 KL0277
 KL0277.The geoid height was determined by GEOID03.
 KL0277
 KL0277.The dynamic height is computed by dividing the NAVD 88
 KL0277.geopotential number by the normal gravity value computed on the
 KL0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0277.degrees latitude (g = 980.6199 gals.).
 KL0277
 KL0277.The modeled gravity was interpolated from observed gravity values.
 KL0277
 KL0277;                    North         East    Units  Estimated Accuracy
 KL0277;SPC CO C     -   444,570.      824,330.      MT  (+/- 180 meters Scaled)
 KL0277
 KL0277                          SUPERSEDED SURVEY CONTROL
 KL0277
 KL0277  NGVD 29 (??/??/92) 3230.190  (m)        10597.72   (f) ADJ UNCH    2 0
 KL0277
 KL0277.Superseded values are not recommended for survey control.
 KL0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0277.See file dsdata.txt to determine how the superseded data were derived.
 KL0277
 KL0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD667276(NAD 83)
 KL0277_MARKER: DB = BENCH MARK DISK
 KL0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0277_STAMPING: B 159 1934
 KL0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0277+STABILITY: SURFACE MOTION
 KL0277
 KL0277  HISTORY     - Date     Condition        Report By
 KL0277  HISTORY     - 1934     MONUMENTED       CGS
 KL0277  HISTORY     - 1959     MARK NOT FOUND   USGS
 KL0277
 KL0277                          STATION DESCRIPTION
 KL0277
 KL0277'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 KL0277'6.6 MI SE FROM INDEPENDENCE PASS.
 KL0277'6.6 MILES SOUTHEAST ALONG STATE HIGHWAY 82 FROM BENCH MARK E 159 AT
 KL0277'INDEPENDENCE PASS, LAKE COUNTY, AT THE FORMER TOWN OF BRUMLEY, 0.5
 KL0277'MILE NORTHWEST OF THE ROAD LEADING TO THE EAST PORTAL OF TWIN LAKES
 KL0277'TUNNEL, 175 FEET NORTHEAST OF POLE 117 A, 18 FEET NORTHWEST OF THE
 KL0277'CENTERLINE OF A ROAD LEADING NORTHEAST UP A MOUNTAIN SIDE, 13.8 FEET
 KL0277'SOUTH OF THE SOUTH CORNER OF A LOG CABIN ON THE EAST SIDE OF THE
 KL0277'HIGHWAY, AND 36 FEET EAST OF THE HIGHWAY.  A STANDARD DISK, STAMPED B
 KL0277'159 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0134 ***********************************************************************
 LK0134  DESIGNATION -  B 16
 LK0134  PID         -  LK0134
 LK0134  STATE/COUNTY-  CO/SEDGWICK
 LK0134  USGS QUAD   -  SEDGWICK (1953)
 LK0134
 LK0134                         *CURRENT SURVEY CONTROL
 LK0134  ___________________________________________________________________
 LK0134* NAD 83(1986)-  40 54 55.     (N)    102 35 39.     (W)     SCALED    
 LK0134* NAVD 88     -      1102.693  (meters)    3617.75   (feet)  ADJUSTED  
 LK0134  ___________________________________________________________________
 LK0134  GEOID HEIGHT-         -20.05  (meters)                     GEOID03
 LK0134  DYNAMIC HT  -        1101.954 (meters)    3615.33  (feet)  COMP
 LK0134  MODELED GRAV-     979,915.7   (mgal)                       NAVD 88
 LK0134
 LK0134  VERT ORDER  -  FIRST     CLASS II
 LK0134
 LK0134.The horizontal coordinates were scaled from a topographic map and have
 LK0134.an estimated accuracy of +/- 6 seconds.
 LK0134
 LK0134.The orthometric height was determined by differential leveling
 LK0134.and adjusted by the National Geodetic Survey in June 1991..
 LK0134
 LK0134.The geoid height was determined by GEOID03.
 LK0134
 LK0134.The dynamic height is computed by dividing the NAVD 88
 LK0134.geopotential number by the normal gravity value computed on the
 LK0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0134.degrees latitude (g = 980.6199 gals.).
 LK0134
 LK0134.The modeled gravity was interpolated from observed gravity values.
 LK0134
 LK0134;                    North         East    Units  Estimated Accuracy
 LK0134;SPC CO N     -   484,460.    1,159,160.      MT  (+/- 180 meters Scaled)
 LK0134
 LK0134                          SUPERSEDED SURVEY CONTROL
 LK0134
 LK0134  NGVD 29 (02/14/92) 1102.208  (m)         3616.16   (f) ADJUSTED    1 2
 LK0134
 LK0134.Superseded values are not recommended for survey control.
 LK0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0134.See file dsdata.txt to determine how the superseded data were derived.
 LK0134
 LK0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF026321(NAD 83)
 LK0134_MARKER: DB = BENCH MARK DISK
 LK0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0134_SP_SET: CONCRETE POST
 LK0134_STAMPING: B 16 1926 3616.161
 LK0134_MARK LOGO: CGS   
 LK0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0134+STABILITY: SURFACE MOTION
 LK0134
 LK0134  HISTORY     - Date     Condition        Report By
 LK0134  HISTORY     - 1926     MONUMENTED       CGS
 LK0134  HISTORY     - 1941     GOOD             NGS
 LK0134  HISTORY     - 1986     GOOD             NGS
 LK0134
 LK0134                          STATION DESCRIPTION
 LK0134
 LK0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LK0134'4 MI SW FROM SEDGWICK.
 LK0134'ABOUT 4 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 LK0134'SEDGWICK, AT MILEAGE 18-1/2, AT THE CROSSING OF A NORTH-AND-SOUTH
 LK0134'ROAD, 49.2 FEET SOUTH OF THE SOUTH RAIL, 37.4 FEET WEST OF THE ROAD,
 LK0134'AND 3.8 FEET WEST OF A POINT 2 FEET NORTH OF A FENCE CORNER.  A
 LK0134'STANDARD DISK, STAMPED 3616.161 B 16 1926 AND SET IN THE TOP OF A
 LK0134'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 LK0134
 LK0134                          STATION RECOVERY (1986)
 LK0134
 LK0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LK0134'RECOVERED IN GOOD CONDITION.  THE 1941 DESCRIPTION IS ADEQUATE EXCEPT
 LK0134'ADD--0.08 KM (0.05 MI) SOUTH ALONG MAIN AVENUE FROM THE POST OFFICE IN
 LK0134'SEDGWICK, THENCE 6.5 KM (4.0 MI) SOUTHWEST ALONG US HIGHWAY 138, AT
 LK0134'ROAD 7 AND 0.3 METER (1 FT) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0162 ***********************************************************************
 JL0162  DESIGNATION -  B 161 RESET
 JL0162  PID         -  JL0162
 JL0162  STATE/COUNTY-  CO/SAGUACHE
 JL0162  USGS QUAD   -  SAGUACHE (1967)
 JL0162
 JL0162                         *CURRENT SURVEY CONTROL
 JL0162  ___________________________________________________________________
 JL0162* NAD 83(1992)-  38 02 11.82370(N)    106 08 29.83481(W)     ADJUSTED  
 JL0162* NAVD 88     -      2334.90   (meters)    7660.4    (feet)  RESET     
 JL0162  ___________________________________________________________________
 JL0162  X           -  -1,398,890.204 (meters)                     COMP
 JL0162  Y           -  -4,833,388.237 (meters)                     COMP
 JL0162  Z           -   3,910,075.105 (meters)                     COMP
 JL0162  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 JL0162  ELLIP HEIGHT-        2319.36  (meters)          (12/03/02) GPS OBS
 JL0162  GEOID HEIGHT-         -15.50  (meters)                     GEOID03
 JL0162
 JL0162  HORZ ORDER  -  FIRST
 JL0162  VERT ORDER  -  THIRD
 JL0162  ELLP ORDER  -  FOURTH    CLASS II
 JL0162
 JL0162.The horizontal coordinates were established by GPS observations
 JL0162.and adjusted by the CO DEPT OF TRANSP in January 2002..
 JL0162
 JL0162.The orthometric height was computed from unverified reset data.
 JL0162
 JL0162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JL0162
 JL0162.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0162
 JL0162.The ellipsoidal height was determined by GPS observations
 JL0162.and is referenced to NAD 83.
 JL0162
 JL0162.The geoid height was determined by GEOID03.
 JL0162
 JL0162;                    North         East     Units Scale Factor Converg.
 JL0162;SPC CO S     -   457,037.688   858,077.898   MT  0.99995162   -0 23 36.8
 JL0162;SPC CO S     - 1,499,464.48  2,815,210.57   sFT  0.99995162   -0 23 36.8
 JL0162;UTM  13      - 4,210,492.867   399,816.993   MT  0.99972361   -0 42 12.5
 JL0162
 JL0162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0162!SPC CO S     -   0.99963619  x   0.99995162  =   0.99958783
 JL0162!UTM  13      -   0.99963619  x   0.99972361  =   0.99935990
 JL0162
 JL0162                          SUPERSEDED SURVEY CONTROL
 JL0162
 JL0162  NAVD 88 (01/28/02) 2334.90   (m)         7660.4    (f) LEVELING    3  
 JL0162
 JL0162.Superseded values are not recommended for survey control.
 JL0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0162.See file dsdata.txt to determine how the superseded data were derived.
 JL0162
 JL0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC9981710493(NAD 83)
 JL0162_MARKER: DB = BENCH MARK DISK
 JL0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0162_STAMPING: B 161 RESET 1968
 JL0162_MARK LOGO: CGS   
 JL0162_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JL0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0162+STABILITY: SURFACE MOTION
 JL0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0162+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2000
 JL0162
 JL0162  HISTORY     - Date     Condition        Report By
 JL0162  HISTORY     - 1968     MONUMENTED       CGS
 JL0162  HISTORY     - 20000215 GOOD             CODOT
 JL0162
 JL0162                          STATION DESCRIPTION
 JL0162
 JL0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 JL0162'3.5 MI S FROM SAGUACHE.
 JL0162'ABOUT 3.5 MILES SOUTH ALONG U.S. HIGHWAY 285 FROM THE JUNCTION OF
 JL0162'STATE HIGHWAY 114 AT SAGUACHE, IN THE SOUTHEAST CORNER OF A ROAD
 JL0162'INTERSECTION, 101 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 JL0162'EAST OF AN ANGLE POST IN THE FENCE LINE, SET IN THE TOP OF A CONCRETE
 JL0162'POST.
 JL0162
 JL0162                          STATION RECOVERY (2000)
 JL0162
 JL0162'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2000 (RSC)
 JL0162'THE STATION IS LOCATED ABOUT 31.5 MI (50.7 KM) NORTH OF MONTE VISTA
 JL0162'AND 3.5 MI (5.6 KM) SOUTH OF SAGUACHE, IN THE SOUTHWEST 1/4 OF SECTION
 JL0162'30, T 44 N, R 8 E, AT U.S.  HIGHWAY 285 MILEPOST 82.7.
 JL0162'OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION RIGHT-OF-WAY
 JL0162'TO REACH THE STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY 285 AND
 JL0162'STATE HIGHWAY 114 IN THE TOWN OF SAGUACHE, GO SOUTH ON U.S.  HIGHWAY
 JL0162'285 FOR 3.6 MI (5.8 KM) TO THE INTERSECTION OF COUNTY ROAD V.5 AND THE
 JL0162'STATION ON THE LEFT, SOUTHEAST CORNER OF THE INTERSECTION
 JL0162'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A SQUARE 15 CM
 JL0162'CONCRETE POST PROJECTING 20 CM ABOVE THE GROUND.  IT IS 32.3 M (106.0
 JL0162'FT) SOUTH-SOUTHEAST FROM THE CENTER OF COUNTY ROAD V.5, 30.6 M (100.4
 JL0162'FT) EAST FROM THE CENTER LINE OF U.S.  HIGHWAY 285, 29.6 M (97.1 FT)
 JL0162'SOUTHWEST FROM THE END OF THE FENCE, 0.4 M (1.3 FT) SOUTHWEST FROM A
 JL0162'WITNESS POST, 0.35 M (1.15 FT) EAST FROM THE BEND IN THE FENCE WITH
 JL0162'GREEN ANGLE IRON AND BRACE POSTS AND ABOUT 1 M (3.3 FT) BELOW THE
 JL0162'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0761 ***********************************************************************
 KK0761  DESIGNATION -  B 161=6397
 KK0761  PID         -  KK0761
 KK0761  STATE/COUNTY-  CO/DOUGLAS
 KK0761  USGS QUAD   -  DECKERS (1994)
 KK0761
 KK0761                         *CURRENT SURVEY CONTROL
 KK0761  ___________________________________________________________________
 KK0761* NAD 83(1986)-  39 15 19.     (N)    105 13 37.     (W)     SCALED    
 KK0761* NAVD 88     -      1950.553  (meters)    6399.44   (feet)  ADJUSTED  
 KK0761  ___________________________________________________________________
 KK0761  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 KK0761  DYNAMIC HT  -        1948.469 (meters)    6392.60  (feet)  COMP
 KK0761  MODELED GRAV-     979,489.3   (mgal)                       NAVD 88
 KK0761
 KK0761  VERT ORDER  -  SECOND    CLASS 0
 KK0761
 KK0761.The horizontal coordinates were scaled from a topographic map and have
 KK0761.an estimated accuracy of +/- 6 seconds.
 KK0761
 KK0761.The orthometric height was determined by differential leveling
 KK0761.and adjusted by the National Geodetic Survey in June 1991..
 KK0761
 KK0761.The geoid height was determined by GEOID03.
 KK0761
 KK0761.The dynamic height is computed by dividing the NAVD 88
 KK0761.geopotential number by the normal gravity value computed on the
 KK0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0761.degrees latitude (g = 980.6199 gals.).
 KK0761
 KK0761.The modeled gravity was interpolated from observed gravity values.
 KK0761
 KK0761;                    North         East    Units  Estimated Accuracy
 KK0761;SPC CO C     -   462,680.      937,970.      MT  (+/- 180 meters Scaled)
 KK0761
 KK0761                          SUPERSEDED SURVEY CONTROL
 KK0761
 KK0761  NGVD 29 (??/??/92) 1949.426  (m)         6395.74   (f) ADJ UNCH    2 0
 KK0761
 KK0761.Superseded values are not recommended for survey control.
 KK0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0761.See file dsdata.txt to determine how the superseded data were derived.
 KK0761
 KK0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD804451(NAD 83)
 KK0761_MARKER: DD = SURVEY DISK
 KK0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0761_STAMPING: B 161 1930 6397
 KK0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0761+STABILITY: SURFACE MOTION
 KK0761
 KK0761  HISTORY     - Date     Condition        Report By
 KK0761  HISTORY     - 1930     MONUMENTED       DMWW
 KK0761  HISTORY     - 1934     GOOD             NGS
 KK0761
 KK0761                          STATION DESCRIPTION
 KK0761
 KK0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KK0761'AT DECKERS.
 KK0761'AT DECKERS, DOUGLAS COUNTY, ON STATE HIGHWAY 67, 420 FEET
 KK0761'NORTH OF THE NORTH FENCE OF THE GENERAL STORE, 261 FEET NORTH
 KK0761'OF THE CENTERLINE OF A WOODEN BRIDGE CARRYING STATE HIGHWAY
 KK0761'126 OVER WEST CREEK, 36 FEET WEST OF THE CENTERLINE OF STATE
 KK0761'HIGHWAY 67, AND 27 FEET EAST OF THE TOP EDGE OF THE RIVER
 KK0761'BANK.  A DENVER MUNICIPAL WATER WORKS STANDARD DISK, STAMPED
 KK0761'B 161 1930 6397 AND SET IN CONCRETE FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0087 ***********************************************************************
 HL0087  DESIGNATION -  B 162
 HL0087  PID         -  HL0087
 HL0087  STATE/COUNTY-  CO/MINERAL
 HL0087  USGS QUAD   -  WOLF CREEK PASS (1984)
 HL0087
 HL0087                         *CURRENT SURVEY CONTROL
 HL0087  ___________________________________________________________________
 HL0087* NAD 83(1986)-  37 29 00.     (N)    106 48 11.     (W)     SCALED    
 HL0087* NAVD 88     -      3311.009  (meters)   10862.87   (feet)  ADJUSTED  
 HL0087  ___________________________________________________________________
 HL0087  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 HL0087  DYNAMIC HT  -        3305.975 (meters)   10846.35  (feet)  COMP
 HL0087  MODELED GRAV-     978,988.5   (mgal)                       NAVD 88
 HL0087
 HL0087  VERT ORDER  -  SECOND    CLASS 0
 HL0087
 HL0087.The horizontal coordinates were scaled from a topographic map and have
 HL0087.an estimated accuracy of +/- 6 seconds.
 HL0087
 HL0087.The orthometric height was determined by differential leveling
 HL0087.and adjusted by the National Geodetic Survey in June 1991..
 HL0087
 HL0087.The geoid height was determined by GEOID03.
 HL0087
 HL0087.The dynamic height is computed by dividing the NAVD 88
 HL0087.geopotential number by the normal gravity value computed on the
 HL0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0087.degrees latitude (g = 980.6199 gals.).
 HL0087
 HL0087.The modeled gravity was interpolated from observed gravity values.
 HL0087
 HL0087;                    North         East    Units  Estimated Accuracy
 HL0087;SPC CO S     -   396,240.      799,160.      MT  (+/- 180 meters Scaled)
 HL0087
 HL0087                          SUPERSEDED SURVEY CONTROL
 HL0087
 HL0087  NGVD 29 (??/??/92) 3309.182  (m)        10856.87   (f) ADJ UNCH    2 0
 HL0087
 HL0087.Superseded values are not recommended for survey control.
 HL0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0087.See file dsdata.txt to determine how the superseded data were derived.
 HL0087
 HL0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB405500(NAD 83)
 HL0087_MARKER: DB = BENCH MARK DISK
 HL0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0087_STAMPING: B 162 1934
 HL0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0087+STABILITY: SURFACE MOTION
 HL0087
 HL0087  HISTORY     - Date     Condition        Report By
 HL0087  HISTORY     - 1934     MONUMENTED       CGS
 HL0087  HISTORY     - 1978     MARK NOT FOUND   USGS
 HL0087  HISTORY     - 1978     MARK NOT FOUND   USGS
 HL0087
 HL0087                          STATION DESCRIPTION
 HL0087
 HL0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0087'21.2 MI SW FROM SOUTH FORK.
 HL0087'IN MINERAL COUNTY, ABOUT 21.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 160
 HL0087'FROM SOUTH FORK, RIO GRANDE COUNTY, ABOUT 225 FEET NORTHEAST OF THE
 HL0087'NORTH END OF A CONCRETE CULVERT UNDER THE NEW HIGHWAY, ABOUT 94 FEET
 HL0087'NORTH OF THE CENTER LINE OF THE NEW HIGHWAY UNDER CONSTRUCTION, 32.2
 HL0087'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 160, 29.1 FEET NORTHEAST
 HL0087'OF A LONE SILVER-TIPPED FIR TREE, ABOUT 22.4 FEET SOUTHWEST OF A
 HL0087'WOODEN CULVERT UNDER THE OLD HIGHWAY, AND 5.3 FEET WEST OF THE WEST
 HL0087'SIDE OF A STONE MONUMENT AT THE SUMMIT OF WOLF CREEK PASS.  A STANDARD
 HL0087'DISK, STAMPED B 162 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HL0087
 HL0087                          STATION RECOVERY (1978)
 HL0087
 HL0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HL0087'MARK NOT FOUND.
 HL0087
 HL0087                          STATION RECOVERY (1978)
 HL0087
 HL0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HL0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0349 ***********************************************************************
 HK0349  DESIGNATION -  B 163
 HK0349  PID         -  HK0349
 HK0349  STATE/COUNTY-  CO/ALAMOSA
 HK0349  USGS QUAD   -  ALAMOSA WEST (1966)
 HK0349
 HK0349                         *CURRENT SURVEY CONTROL
 HK0349  ___________________________________________________________________
 HK0349* NAD 83(1986)-  37 29 12.     (N)    105 55 22.     (W)     SCALED    
 HK0349* NAVD 88     -      2304.346  (meters)    7560.18   (feet)  POSTED    
 HK0349  ___________________________________________________________________
 HK0349  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 HK0349  DYNAMIC HT  -        2301.330 (meters)    7550.28  (feet)  COMP
 HK0349  MODELED GRAV-     979,238.7   (mgal)                       NAVD 88
 HK0349
 HK0349  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 HK0349
 HK0349.The horizontal coordinates were scaled from a topographic map and have
 HK0349.an estimated accuracy of +/- 6 seconds.
 HK0349
 HK0349.The orthometric height was determined by differential leveling
 HK0349.and adjusted by the National Geodetic Survey in 1992..
 HK0349.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 HK0349.rate of 4.1 thru 8.0 mm/km.
 HK0349
 HK0349.The geoid height was determined by GEOID03.
 HK0349
 HK0349.The dynamic height is computed by dividing the NAVD 88
 HK0349.geopotential number by the normal gravity value computed on the
 HK0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0349.degrees latitude (g = 980.6199 gals.).
 HK0349
 HK0349.The modeled gravity was interpolated from observed gravity values.
 HK0349
 HK0349;                    North         East    Units  Estimated Accuracy
 HK0349;SPC CO S     -   395,890.      877,010.      MT  (+/- 180 meters Scaled)
 HK0349
 HK0349                          SUPERSEDED SURVEY CONTROL
 HK0349
 HK0349  NGVD 29 (??/??/92) 2303.154  (m)         7556.26   (f) ADJ UNCH    2 0
 HK0349
 HK0349.Superseded values are not recommended for survey control.
 HK0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0349.See file dsdata.txt to determine how the superseded data were derived.
 HK0349
 HK0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB184492(NAD 83)
 HK0349_MARKER: DB = BENCH MARK DISK
 HK0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0349_STAMPING: B 163 1934
 HK0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0349+STABILITY: SURFACE MOTION
 HK0349
 HK0349  HISTORY     - Date     Condition        Report By
 HK0349  HISTORY     - 1934     MONUMENTED       CGS
 HK0349  HISTORY     - 1938     GOOD             NGS
 HK0349  HISTORY     - 1984     GOOD             NGS
 HK0349
 HK0349                          STATION DESCRIPTION
 HK0349
 HK0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HK0349'3.2 MI W FROM ALAMOSA.
 HK0349'3.2 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 HK0349'ALAMOSA, ALAMOSA COUNTY, 0.3 MILE WEST OF MILEPOST 255, 0.3 MILE WEST
 HK0349'OF THE CROSSING OF THE ROAD LEADING TO THE ALAMOSA AIRPORT, 0.3 MILE
 HK0349'WEST OF THE ENTRANCE TO THE AIRPORT, 0.1 MILE EAST OF A POLE WITH
 HK0349'AN AIR SIGNAL, 123 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 160
 HK0349', 169 FEET SOUTH OF A FENCE PARALLELING THE HIGHWAY, 44 FEET NORTH
 HK0349'OF THE CENTERLINE OF A COUNTRY ROAD PARALLELING THE NORTH SIDE OF
 HK0349'THE AIRPORT, 4-1/2 FEET NORTH OF A POLE, AND 50 FEET SOUTH OF THE
 HK0349'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED B 163 1934 AND
 HK0349'SET IN THE TOP OF A CONCRETE POST.
 HK0349
 HK0349                          STATION RECOVERY (1984)
 HK0349
 HK0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1173 ***********************************************************************
 KK1173  DESIGNATION -  B 164
 KK1173  PID         -  KK1173
 KK1173  STATE/COUNTY-  CO/GILPIN
 KK1173  USGS QUAD   -  CENTRAL CITY (1972)
 KK1173
 KK1173                         *CURRENT SURVEY CONTROL
 KK1173  ___________________________________________________________________
 KK1173* NAD 83(1986)-  39 48 04.     (N)    105 30 12.     (W)     SCALED    
 KK1173* NAVD 88     -      2513.470  (meters)    8246.28   (feet)  ADJUSTED  
 KK1173  ___________________________________________________________________
 KK1173  GEOID HEIGHT-         -13.31  (meters)                     GEOID03
 KK1173  DYNAMIC HT  -        2510.639 (meters)    8236.99  (feet)  COMP
 KK1173  MODELED GRAV-     979,408.9   (mgal)                       NAVD 88
 KK1173
 KK1173  VERT ORDER  -  SECOND    CLASS 0
 KK1173
 KK1173.The horizontal coordinates were scaled from a topographic map and have
 KK1173.an estimated accuracy of +/- 6 seconds.
 KK1173
 KK1173.The orthometric height was determined by differential leveling
 KK1173.and adjusted by the National Geodetic Survey in June 1991..
 KK1173
 KK1173.The geoid height was determined by GEOID03.
 KK1173
 KK1173.The dynamic height is computed by dividing the NAVD 88
 KK1173.geopotential number by the normal gravity value computed on the
 KK1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1173.degrees latitude (g = 980.6199 gals.).
 KK1173
 KK1173.The modeled gravity was interpolated from observed gravity values.
 KK1173
 KK1173;                    North         East    Units  Estimated Accuracy
 KK1173;SPC CO N     -   356,740.      914,120.      MT  (+/- 180 meters Scaled)
 KK1173
 KK1173                          SUPERSEDED SURVEY CONTROL
 KK1173
 KK1173  NGVD 29 (??/??/92) 2512.090  (m)         8241.75   (f) ADJ UNCH    2 0
 KK1173
 KK1173.Superseded values are not recommended for survey control.
 KK1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1173.See file dsdata.txt to determine how the superseded data were derived.
 KK1173
 KK1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE569058(NAD 83)
 KK1173_MARKER: DB = BENCH MARK DISK
 KK1173_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK1173_SP_SET: CURB
 KK1173_STAMPING: B 164 1934
 KK1173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1173
 KK1173  HISTORY     - Date     Condition        Report By
 KK1173  HISTORY     - 1934     MONUMENTED       CGS
 KK1173  HISTORY     - 1940     GOOD             NGS
 KK1173  HISTORY     - 20020925 GOOD             USPSQD
 KK1173  HISTORY     - 20040601 GOOD             GEOCAC
 KK1173
 KK1173                          STATION DESCRIPTION
 KK1173
 KK1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KK1173'AT CENTRAL CITY.
 KK1173'AT CENTRAL CITY, GILPIN COUNTY, ON A ROAD LEADING FROM STATE
 KK1173'HIGHWAY 279 TO STATE HIGHWAY 119, AT A CONCRETE BRIDGE OVER
 KK1173'UREKE CREEK, IN THE TOP OF THE SOUTH CURB, AND 0.5 FOOT WEST
 KK1173'OF THE EAST END.  A STANDARD DISK, STAMPED B 164 1934.
 KK1173
 KK1173                          STATION RECOVERY (2002)
 KK1173
 KK1173'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 KK1173'RECOVERED IN GOOD CONDITION.
 KK1173
 KK1173                          STATION RECOVERY (2004)
 KK1173
 KK1173'RECOVERY NOTE BY GEOCACHING 2004 (ARH)
 KK1173'RECOVERED IN GOOD CONDITION.  HANDHELD GPS COORDINATES N39 48.081
 KK1173'W105 30.219 (WGS 84)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0608 ***********************************************************************
 KK0608  DESIGNATION -  B 165
 KK0608  PID         -  KK0608
 KK0608  STATE/COUNTY-  CO/BOULDER
 KK0608  USGS QUAD   -  ELDORADO SPRINGS (1994)
 KK0608
 KK0608                         *CURRENT SURVEY CONTROL
 KK0608  ___________________________________________________________________
 KK0608* NAD 83(1986)-  39 55 10.     (N)    105 19 17.     (W)     SCALED    
 KK0608* NAVD 88     -      2230.865  (meters)    7319.10   (feet)  ADJUSTED  
 KK0608  ___________________________________________________________________
 KK0608  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 KK0608  DYNAMIC HT  -        2228.512 (meters)    7311.38  (feet)  COMP
 KK0608  MODELED GRAV-     979,491.1   (mgal)                       NAVD 88
 KK0608
 KK0608  VERT ORDER  -  SECOND    CLASS 0
 KK0608
 KK0608.The horizontal coordinates were scaled from a topographic map and have
 KK0608.an estimated accuracy of +/- 6 seconds.
 KK0608
 KK0608.The orthometric height was determined by differential leveling
 KK0608.and adjusted by the National Geodetic Survey in June 1991..
 KK0608
 KK0608.The geoid height was determined by GEOID03.
 KK0608
 KK0608.The dynamic height is computed by dividing the NAVD 88
 KK0608.geopotential number by the normal gravity value computed on the
 KK0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0608.degrees latitude (g = 980.6199 gals.).
 KK0608
 KK0608.The modeled gravity was interpolated from observed gravity values.
 KK0608
 KK0608;                    North         East    Units  Estimated Accuracy
 KK0608;SPC CO N     -   369,890.      929,670.      MT  (+/- 180 meters Scaled)
 KK0608
 KK0608                          SUPERSEDED SURVEY CONTROL
 KK0608
 KK0608  NGVD 29 (??/??/92) 2229.606  (m)         7314.97   (f) ADJ UNCH    2 0
 KK0608
 KK0608.Superseded values are not recommended for survey control.
 KK0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0608.See file dsdata.txt to determine how the superseded data were derived.
 KK0608
 KK0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE725188(NAD 83)
 KK0608_MARKER: DB = BENCH MARK DISK
 KK0608_SETTING: 80 = SET IN A BOULDER
 KK0608_STAMPING: B 165 1934
 KK0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0608+STABILITY: SURFACE MOTION
 KK0608
 KK0608  HISTORY     - Date     Condition        Report By
 KK0608  HISTORY     - 1934     MONUMENTED       CGS
 KK0608  HISTORY     - 1940     GOOD             NGS
 KK0608
 KK0608                          STATION DESCRIPTION
 KK0608
 KK0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0608'7 MI SE FROM PINE CLIFF.
 KK0608'7.0 MILES SOUTHEAST ALONG THE DENVER AND SALT LAKE RAILWAY FROM
 KK0608'THE STATION AT PINE CLIFF, BOULDER COUNTY, 400 FEET SOUTHEAST OF
 KK0608'THE EAST END OF TUNNEL 18, 390 FEET NORTHWEST OF THE NORTHWEST END
 KK0608'OF TUNNEL 17, AT THE SOUTHEAST END OF A ROCK POINT, 42 FEET WEST
 KK0608'OF THE APEX OF THE POINT, 15.5 FEET SOUTHWEST OF THE CENTERLINE
 KK0608'OF THE TRACK, IN THE TOP OF A DOMESHAPED BOULDER, AND 2 FEET
 KK0608'HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 KK0608'B 165 1934.
 KK0608
 KK0608                          STATION RECOVERY (1940)
 KK0608
 KK0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 KK0608'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0124 ***********************************************************************
 HM0124  DESIGNATION -  B 166
 HM0124  PID         -  HM0124
 HM0124  STATE/COUNTY-  CO/MONTEZUMA
 HM0124  USGS QUAD   -  YELLOW JACKET (1979)
 HM0124
 HM0124                         *CURRENT SURVEY CONTROL
 HM0124  ___________________________________________________________________
 HM0124* NAD 83(1986)-  37 30 02.     (N)    108 39 53.     (W)     SCALED    
 HM0124* NAVD 88     -      2042.171  (meters)    6700.02   (feet)  ADJUSTED  
 HM0124  ___________________________________________________________________
 HM0124  GEOID HEIGHT-         -19.36  (meters)                     GEOID03
 HM0124  DYNAMIC HT  -        2039.609 (meters)    6691.62  (feet)  COMP
 HM0124  MODELED GRAV-     979,302.7   (mgal)                       NAVD 88
 HM0124
 HM0124  VERT ORDER  -  SECOND    CLASS 0
 HM0124
 HM0124.The horizontal coordinates were scaled from a topographic map and have
 HM0124.an estimated accuracy of +/- 6 seconds.
 HM0124
 HM0124.The orthometric height was determined by differential leveling
 HM0124.and adjusted by the National Geodetic Survey in June 1991..
 HM0124
 HM0124.The geoid height was determined by GEOID03.
 HM0124
 HM0124.The dynamic height is computed by dividing the NAVD 88
 HM0124.geopotential number by the normal gravity value computed on the
 HM0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0124.degrees latitude (g = 980.6199 gals.).
 HM0124
 HM0124.The modeled gravity was interpolated from observed gravity values.
 HM0124
 HM0124;                    North         East    Units  Estimated Accuracy
 HM0124;SPC CO S     -   402,090.      634,630.      MT  (+/- 180 meters Scaled)
 HM0124
 HM0124                          SUPERSEDED SURVEY CONTROL
 HM0124
 HM0124  NGVD 29 (??/??/92) 2040.990  (m)         6696.15   (f) ADJ UNCH    2 0
 HM0124
 HM0124.Superseded values are not recommended for survey control.
 HM0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0124.See file dsdata.txt to determine how the superseded data were derived.
 HM0124
 HM0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG064529(NAD 83)
 HM0124_MARKER: DB = BENCH MARK DISK
 HM0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0124_STAMPING: B-166 1934
 HM0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0124+STABILITY: SURFACE MOTION
 HM0124
 HM0124  HISTORY     - Date     Condition        Report By
 HM0124  HISTORY     - 1934     MONUMENTED       CGS
 HM0124
 HM0124                          STATION DESCRIPTION
 HM0124
 HM0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0124'IN LEWIS.
 HM0124'IN THE TOWN OF LEWIS, ALONG U.S. HWY. 160, AT LEWIS PUBLIC SCHOOL. 75
 HM0124'FEET NORTHEAST OF CENTERLINE OF U.S. HIGHWAY 160.  42 FEET SOUTHWEST
 HM0124'OF SOUTHWEST CORNER OF LEWIS PUBLIC SCHOOL.  27 FEET EAST OF
 HM0124'CENTERLINE OF DIRT ROAD RUNNING NORTH AND SOUTH.  25 FEET NORTH OF
 HM0124'SCHOOL FLAG POLE.  1.5 FEET EAST OF SCHOOL YARD FENCE.  TABLET SET IN
 HM0124'PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0107 ***********************************************************************
 HM0107  DESIGNATION -  B 167
 HM0107  PID         -  HM0107
 HM0107  STATE/COUNTY-  CO/MONTEZUMA
 HM0107  USGS QUAD   -  CORTEZ (1979)
 HM0107
 HM0107                         *CURRENT SURVEY CONTROL
 HM0107  ___________________________________________________________________
 HM0107* NAD 83(1986)-  37 17 32.     (N)    108 37 17.     (W)     SCALED    
 HM0107* NAVD 88     -      1829.010  (meters)    6000.68   (feet)  ADJUSTED  
 HM0107  ___________________________________________________________________
 HM0107  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 HM0107  DYNAMIC HT  -        1826.801 (meters)    5993.43  (feet)  COMP
 HM0107  MODELED GRAV-     979,358.0   (mgal)                       NAVD 88
 HM0107
 HM0107  VERT ORDER  -  SECOND    CLASS 0
 HM0107
 HM0107.The horizontal coordinates were scaled from a topographic map and have
 HM0107.an estimated accuracy of +/- 6 seconds.
 HM0107
 HM0107.The orthometric height was determined by differential leveling
 HM0107.and adjusted by the National Geodetic Survey in June 1991..
 HM0107
 HM0107.The geoid height was determined by GEOID03.
 HM0107
 HM0107.The dynamic height is computed by dividing the NAVD 88
 HM0107.geopotential number by the normal gravity value computed on the
 HM0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0107.degrees latitude (g = 980.6199 gals.).
 HM0107
 HM0107.The modeled gravity was interpolated from observed gravity values.
 HM0107
 HM0107;                    North         East    Units  Estimated Accuracy
 HM0107;SPC CO S     -   378,850.      637,680.      MT  (+/- 180 meters Scaled)
 HM0107
 HM0107                          SUPERSEDED SURVEY CONTROL
 HM0107
 HM0107  NGVD 29 (??/??/92) 1827.940  (m)         5997.17   (f) ADJ UNCH    2 0
 HM0107
 HM0107.Superseded values are not recommended for survey control.
 HM0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0107.See file dsdata.txt to determine how the superseded data were derived.
 HM0107
 HM0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG108299(NAD 83)
 HM0107_MARKER: DB = BENCH MARK DISK
 HM0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0107_STAMPING: B 167 1934
 HM0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0107+STABILITY: SURFACE MOTION
 HM0107
 HM0107  HISTORY     - Date     Condition        Report By
 HM0107  HISTORY     - 1934     MONUMENTED       CGS
 HM0107  HISTORY     - 1967     GOOD             NGS
 HM0107
 HM0107                          STATION DESCRIPTION
 HM0107
 HM0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HM0107'4.6 MI S FROM CORTEZ.
 HM0107'4.6 MILES SOUTH ALONG U.S. HIGHWAY 666 FROM MONTEZUMA VALLEY NATIONAL
 HM0107'BANK AT CORTEZ, MONTEZUMA COUNTY, 200 FEET SOUTH OF THE CENTER OF THE
 HM0107'CONCRETE BRIDGE OVER A LARGE DRY WASH, 51 FEET NORTH OF THE CENTER OF
 HM0107'A WAGON GATE, 30 FEET NORTHWEST OF THE WEST END OF A CONCRETE
 HM0107'IRRIGATION CULVERT, 36 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 HM0107'2.8 FEET SOUTHEAST OF THE NORTHEAST RIGHT-OF-WAY FENCE CORNER.  A
 HM0107'STANDARD DISK, STAMPED B 167 1934 AND SET IN THE TOP OF A CONCRETE
 HM0107'POST.  NOTE-- USE WITH CAUTION.  NOTE-- NOW LOOSE AND APPEARS TO HAVE
 HM0107'BEEN HIT BY CONSTRUCTION MACHINERY.  ALTHOUGH THE MARK APPEARS TO BE
 HM0107'IN ITS ORIGINAL POSITION, IT IS BELIEVED THAT IT IS NO LONGER CAPABLE
 HM0107'OF HOLDING A PRECISE ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0117 ***********************************************************************
 HL0117  DESIGNATION -  B 168 RESET
 HL0117  PID         -  HL0117
 HL0117  STATE/COUNTY-  CO/MINERAL
 HL0117  USGS QUAD   -  WAGON WHEEL GAP (1986)
 HL0117
 HL0117                         *CURRENT SURVEY CONTROL
 HL0117  ___________________________________________________________________
 HL0117* NAD 83(1986)-  37 48 18.     (N)    106 51 58.     (W)     SCALED    
 HL0117* NAVD 88     -      2598.20   (meters)    8524.3    (feet)  RESET     
 HL0117  ___________________________________________________________________
 HL0117  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 HL0117
 HL0117  VERT ORDER  -  THIRD
 HL0117
 HL0117.The horizontal coordinates were scaled from a topographic map and have
 HL0117.an estimated accuracy of +/- 6 seconds.
 HL0117
 HL0117.The orthometric height was computed from unverified reset data.
 HL0117
 HL0117.The geoid height was determined by GEOID03.
 HL0117
 HL0117;                    North         East    Units  Estimated Accuracy
 HL0117;SPC CO S     -   432,020.      794,110.      MT  (+/- 180 meters Scaled)
 HL0117
 HL0117                          SUPERSEDED SURVEY CONTROL
 HL0117
 HL0117.No superseded survey control is available for this station.
 HL0117
 HL0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB357858(NAD 83)
 HL0117_MARKER: DB = BENCH MARK DISK
 HL0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0117_STAMPING: B 168 RESET 1959
 HL0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0117+STABILITY: SURFACE MOTION
 HL0117
 HL0117  HISTORY     - Date     Condition        Report By
 HL0117  HISTORY     - 1959     MONUMENTED       CODH
 HL0117
 HL0117                          STATION DESCRIPTION
 HL0117
 HL0117'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1959
 HL0117'4.6 MI SE FROM CREEDE.
 HL0117'THE MARK IS LOCATED ABOUT 4.9 MILES SOUTHEAST ALONG THE DENVER AND RIO
 HL0117'GRANDE WESTERN RAILROAD FROM THE STATION AT CREEDE, ABOUT 0.2 MILES
 HL0117'EAST OF MILEPOST 316, 85 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 HL0117'HIGHWAY 149, 145 FEET SOUTHWEST OF A PASTURE FENCE PARALLELING THE
 HL0117'HIGHWAY, 25 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND SET IN
 HL0117'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0158 ***********************************************************************
 HL0158  DESIGNATION -  B 169
 HL0158  PID         -  HL0158
 HL0158  STATE/COUNTY-  CO/HINSDALE
 HL0158  USGS QUAD   -  SLUMGULLION PASS (1986)
 HL0158
 HL0158                         *CURRENT SURVEY CONTROL
 HL0158  ___________________________________________________________________
 HL0158* NAD 83(1986)-  37 59 52.     (N)    107 10 25.     (W)     SCALED    
 HL0158* NAVD 88     -      3249.196  (meters)   10660.07   (feet)  ADJUSTED  
 HL0158  ___________________________________________________________________
 HL0158  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 HL0158  DYNAMIC HT  -        3244.379 (meters)   10644.27  (feet)  COMP
 HL0158  MODELED GRAV-     979,028.3   (mgal)                       NAVD 88
 HL0158
 HL0158  VERT ORDER  -  SECOND    CLASS 0
 HL0158
 HL0158.The horizontal coordinates were scaled from a topographic map and have
 HL0158.an estimated accuracy of +/- 6 seconds.
 HL0158
 HL0158.The orthometric height was determined by differential leveling
 HL0158.and adjusted by the National Geodetic Survey in June 1991..
 HL0158
 HL0158.The geoid height was determined by GEOID03.
 HL0158
 HL0158.The dynamic height is computed by dividing the NAVD 88
 HL0158.geopotential number by the normal gravity value computed on the
 HL0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0158.degrees latitude (g = 980.6199 gals.).
 HL0158
 HL0158.The modeled gravity was interpolated from observed gravity values.
 HL0158
 HL0158;                    North         East    Units  Estimated Accuracy
 HL0158;SPC CO S     -   453,850.      767,420.      MT  (+/- 180 meters Scaled)
 HL0158
 HL0158                          SUPERSEDED SURVEY CONTROL
 HL0158
 HL0158  NGVD 29 (??/??/92) 3247.271  (m)        10653.75   (f) ADJ UNCH    2 0
 HL0158
 HL0158.Superseded values are not recommended for survey control.
 HL0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0158.See file dsdata.txt to determine how the superseded data were derived.
 HL0158
 HL0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC091077(NAD 83)
 HL0158_MARKER: DB = BENCH MARK DISK
 HL0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0158_STAMPING: B 169 1934
 HL0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0158+STABILITY: SURFACE MOTION
 HL0158
 HL0158  HISTORY     - Date     Condition        Report By
 HL0158  HISTORY     - 1934     MONUMENTED       CGS
 HL0158
 HL0158                          STATION DESCRIPTION
 HL0158
 HL0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0158'15.4 MI SE FROM LAKE CITY.
 HL0158'15.4 MILES SOUTHEAST ALONG STATE HIGHWAY 149 FROM THE DENVER AND RIO
 HL0158'GRANDE ESTERN RAILROAD (NOW ABANDONED) STATION AT LAKE CITY, HINSDALE
 HL0158'COUNTY, AT A GRADUAL CURVE, 38 FEET NORTHEAST OF THE NORTH END OF A
 HL0158'GALVANIZED-PIPE CULVERT, 110 FEET SOUTH OF A 10-INCH SILVER-TIP FIR
 HL0158'TREE, 105 FEET NORTHWEST OF A 12-INCH ASPEN TREE, 2 FEET SOUTH OF THE
 HL0158'HIGHWAY, 91 FEET NORTHEAST OF A 6-INCH SILVER-TIP FIR TREE, AND 47
 HL0158'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 HL0158'B 169 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0228 ***********************************************************************
 LK0228  DESIGNATION -  B 17
 LK0228  PID         -  LK0228
 LK0228  STATE/COUNTY-  CO/LOGAN
 LK0228  USGS QUAD   -  MESSEX (1984)
 LK0228
 LK0228                         *CURRENT SURVEY CONTROL
 LK0228  ___________________________________________________________________
 LK0228* NAD 83(1986)-  40 28 00.     (N)    103 22 40.     (W)     SCALED    
 LK0228* NAVD 88     -      1237.059  (meters)    4058.58   (feet)  POSTED    
 LK0228  ___________________________________________________________________
 LK0228  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 LK0228  DYNAMIC HT  -        1236.120 (meters)    4055.50  (feet)  COMP
 LK0228  MODELED GRAV-     979,822.8   (mgal)                       NAVD 88
 LK0228
 LK0228  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LK0228
 LK0228.The horizontal coordinates were scaled from a topographic map and have
 LK0228.an estimated accuracy of +/- 6 seconds.
 LK0228
 LK0228.The orthometric height was determined by differential leveling
 LK0228.and adjusted by the National Geodetic Survey in 1992..
 LK0228.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LK0228.rate of 0.0 thru 1.0 mm/km.
 LK0228
 LK0228.The geoid height was determined by GEOID03.
 LK0228
 LK0228.The dynamic height is computed by dividing the NAVD 88
 LK0228.geopotential number by the normal gravity value computed on the
 LK0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0228.degrees latitude (g = 980.6199 gals.).
 LK0228
 LK0228.The modeled gravity was interpolated from observed gravity values.
 LK0228
 LK0228;                    North         East    Units  Estimated Accuracy
 LK0228;SPC CO N     -   432,790.    1,094,360.      MT  (+/- 180 meters Scaled)
 LK0228
 LK0228                          SUPERSEDED SURVEY CONTROL
 LK0228
 LK0228  NGVD 29 (??/??/92) 1236.454  (m)         4056.60   (f) ADJ UNCH    1 2
 LK0228
 LK0228.Superseded values are not recommended for survey control.
 LK0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0228.See file dsdata.txt to determine how the superseded data were derived.
 LK0228
 LK0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE375808(NAD 83)
 LK0228_MARKER: DB = BENCH MARK DISK
 LK0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0228_STAMPING: B 17 1926
 LK0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0228+STABILITY: SURFACE MOTION
 LK0228
 LK0228  HISTORY     - Date     Condition        Report By
 LK0228  HISTORY     - 1926     MONUMENTED       CGS
 LK0228  HISTORY     - 1941     GOOD             NGS
 LK0228  HISTORY     - 1984     MARK NOT FOUND   NGS
 LK0228
 LK0228                          STATION DESCRIPTION
 LK0228
 LK0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LK0228'1.7 MI SW FROM MERINO.
 LK0228'1.7 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM MERINO,
 LK0228'AT THE OVERHEAD CROSSING OF U.S. HIGHWAY 6, 45.4 FEET NORTH OF THE
 LK0228'NORTH RAIL, 32.8 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 36
 LK0228'FEET EAST OF A NORTH-AND-SOUTH ROAD, AND 2.3 FEET SOUTH OF A
 LK0228'POINT 2 FEET WEST OF A FENCE CORNER.  A STANDARD DISK, STAMPED B
 LK0228'17 1926 AND SET IN THE TOP OF A CONCRETE POST.
 LK0228
 LK0228                          STATION RECOVERY (1984)
 LK0228
 LK0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LK0228'THERE HAS BEEN GRADING IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0340 ***********************************************************************
 JL0340  DESIGNATION -  B 170
 JL0340  PID         -  JL0340
 JL0340  STATE/COUNTY-  CO/GUNNISON
 JL0340  USGS QUAD   -  GATEVIEW (1982)
 JL0340
 JL0340                         *CURRENT SURVEY CONTROL
 JL0340  ___________________________________________________________________
 JL0340* NAD 83(1986)-  38 21 31.     (N)    107 14 22.     (W)     SCALED    
 JL0340* NAVD 88     -      2331.202  (meters)    7648.29   (feet)  ADJUSTED  
 JL0340  ___________________________________________________________________
 JL0340  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 JL0340  DYNAMIC HT  -        2328.289 (meters)    7638.73  (feet)  COMP
 JL0340  MODELED GRAV-     979,295.6   (mgal)                       NAVD 88
 JL0340
 JL0340  VERT ORDER  -  SECOND    CLASS 0
 JL0340
 JL0340.The horizontal coordinates were scaled from a topographic map and have
 JL0340.an estimated accuracy of +/- 6 seconds.
 JL0340
 JL0340.The orthometric height was determined by differential leveling
 JL0340.and adjusted by the National Geodetic Survey in June 1991..
 JL0340
 JL0340.The geoid height was determined by GEOID03.
 JL0340
 JL0340.The dynamic height is computed by dividing the NAVD 88
 JL0340.geopotential number by the normal gravity value computed on the
 JL0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0340.degrees latitude (g = 980.6199 gals.).
 JL0340
 JL0340.The modeled gravity was interpolated from observed gravity values.
 JL0340
 JL0340;                    North         East    Units  Estimated Accuracy
 JL0340;SPC CO C     -   364,570.      762,380.      MT  (+/- 180 meters Scaled)
 JL0340
 JL0340                          SUPERSEDED SURVEY CONTROL
 JL0340
 JL0340  NGVD 29 (??/??/92) 2329.682  (m)         7643.30   (f) ADJ UNCH    2 0
 JL0340
 JL0340.Superseded values are not recommended for survey control.
 JL0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0340.See file dsdata.txt to determine how the superseded data were derived.
 JL0340
 JL0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC043479(NAD 83)
 JL0340_MARKER: DB = BENCH MARK DISK
 JL0340_SETTING: 80 = SET IN A BOULDER
 JL0340_SP_SET: BOULDER
 JL0340_STAMPING: B 170 1934
 JL0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0340+STABILITY: SURFACE MOTION
 JL0340
 JL0340  HISTORY     - Date     Condition        Report By
 JL0340  HISTORY     - 1934     MONUMENTED       CGS
 JL0340  HISTORY     - 1981     GOOD             NPS
 JL0340
 JL0340                          STATION DESCRIPTION
 JL0340
 JL0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0340'10.7 MI S FROM SAPINERO.
 JL0340'10.7 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD (NOW
 JL0340'ABANDONED) FROM THE STATION AT SAPINERO, GUNNISON COUNTY, 160 FEET
 JL0340'NORTHEAST OF MILEPOST 325, 90 FEET EAST OF THE EAST BANK OF LAKE FORK
 JL0340'OF GUNNISON RIVER, 60 FEET NORTHEAST OF A 6-INCH SPRUCE TREE, 23 FEET
 JL0340'EAST OF THE CENTERLINE OF THE TRACK, IN THE TOP OF A 8- BY 6-1/2-FOOT
 JL0340'SAND GRANITE BOULDER, AND 3 FEET ABOVE GROUND.  A STANDARD DISK,
 JL0340'STAMPED B 170 1934.
 JL0340
 JL0340                          STATION RECOVERY (1981)
 JL0340
 JL0340'RECOVERY NOTE BY NATIONAL PARK SERVICE 1981
 JL0340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0199 ***********************************************************************
 JL0199  DESIGNATION -  B 171
 JL0199  PID         -  JL0199
 JL0199  STATE/COUNTY-  CO/SAGUACHE
 JL0199  USGS QUAD   -  NORTH PASS (1979)
 JL0199
 JL0199                         *CURRENT SURVEY CONTROL
 JL0199  ___________________________________________________________________
 JL0199* NAD 83(1986)-  38 10 46.     (N)    106 34 57.     (W)     SCALED    
 JL0199* NAVD 88     -      3053.582  (meters)   10018.29   (feet)  ADJUSTED  
 JL0199  ___________________________________________________________________
 JL0199  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 JL0199  DYNAMIC HT  -        3049.290 (meters)   10004.21  (feet)  COMP
 JL0199  MODELED GRAV-     979,112.1   (mgal)                       NAVD 88
 JL0199
 JL0199  VERT ORDER  -  SECOND    CLASS 0
 JL0199
 JL0199.The horizontal coordinates were scaled from a topographic map and have
 JL0199.an estimated accuracy of +/- 6 seconds.
 JL0199
 JL0199.The orthometric height was determined by differential leveling
 JL0199.and adjusted by the National Geodetic Survey in June 1991..
 JL0199
 JL0199.The geoid height was determined by GEOID03.
 JL0199
 JL0199.The dynamic height is computed by dividing the NAVD 88
 JL0199.geopotential number by the normal gravity value computed on the
 JL0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0199.degrees latitude (g = 980.6199 gals.).
 JL0199
 JL0199.The modeled gravity was interpolated from observed gravity values.
 JL0199
 JL0199;                    North         East    Units  Estimated Accuracy
 JL0199;SPC CO S     -   473,250.      819,560.      MT  (+/- 180 meters Scaled)
 JL0199
 JL0199                          SUPERSEDED SURVEY CONTROL
 JL0199
 JL0199  NGVD 29 (??/??/92) 3051.783  (m)        10012.39   (f) ADJ UNCH    2 0
 JL0199
 JL0199.Superseded values are not recommended for survey control.
 JL0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0199.See file dsdata.txt to determine how the superseded data were derived.
 JL0199
 JL0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC613269(NAD 83)
 JL0199_MARKER: DB = BENCH MARK DISK
 JL0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0199_STAMPING: B 171 1934
 JL0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0199+STABILITY: SURFACE MOTION
 JL0199
 JL0199  HISTORY     - Date     Condition        Report By
 JL0199  HISTORY     - 1934     MONUMENTED       CGS
 JL0199  HISTORY     - 1962     GOOD             NGS
 JL0199
 JL0199                          STATION DESCRIPTION
 JL0199
 JL0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0199'31.3 MI W FROM SAGUACHE.
 JL0199'ABOUT 31.3 MILES WEST ALONG STATE HIGHWAY 114 FROM THE COUNTY
 JL0199'COURTHOUSE AT SAGUACHE, SAGUACHE COUNTY, 50 FEET WEST OF A SMALL
 JL0199'CREEK, 49 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 19 FEET SOUTH
 JL0199'OF A LOG FENCE, 10 FEET EAST OF THE CENTER LINE OF A ROAD LEADING TO
 JL0199'THE LUDENS CREEK CAMPGROUND, AND 1.5 FEET EAST OF A 4- BY 4-INCH WHITE
 JL0199'REFERENCE POST PROJECTING ABOUT 2.4 FEET ABOVE GROUND.  A STANDARD
 JL0199'DISK, STAMPED B 171 1934 AND SET IN THE TOP OF A CONCRETE POST
 JL0199'PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 JL0199
 JL0199                          STATION RECOVERY (1962)
 JL0199
 JL0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JL0199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0644 ***********************************************************************
 JK0644  DESIGNATION -  B 172
 JK0644  PID         -  JK0644
 JK0644  STATE/COUNTY-  CO/SAGUACHE
 JK0644  USGS QUAD   -  VILLA GROVE (1979)
 JK0644
 JK0644                         *CURRENT SURVEY CONTROL
 JK0644  ___________________________________________________________________
 JK0644* NAD 83(1986)-  38 09 03.     (N)    105 56 41.     (W)     SCALED    
 JK0644* NAVD 88     -      2362.370  (meters)    7750.54   (feet)  POSTED    
 JK0644  ___________________________________________________________________
 JK0644  GEOID HEIGHT-         -15.26  (meters)                     GEOID03
 JK0644  DYNAMIC HT  -        2359.390 (meters)    7740.77  (feet)  COMP
 JK0644  MODELED GRAV-     979,281.9   (mgal)                       NAVD 88
 JK0644
 JK0644  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JK0644
 JK0644.The horizontal coordinates were scaled from a topographic map and have
 JK0644.an estimated accuracy of +/- 6 seconds.
 JK0644
 JK0644.The orthometric height was determined by differential leveling
 JK0644.and adjusted by the National Geodetic Survey in 1992..
 JK0644.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JK0644.rate of 1.1 thru 2.0 mm/km.
 JK0644
 JK0644.The geoid height was determined by GEOID03.
 JK0644
 JK0644.The dynamic height is computed by dividing the NAVD 88
 JK0644.geopotential number by the normal gravity value computed on the
 JK0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0644.degrees latitude (g = 980.6199 gals.).
 JK0644
 JK0644.The modeled gravity was interpolated from observed gravity values.
 JK0644
 JK0644;                    North         East    Units  Estimated Accuracy
 JK0644;SPC CO S     -   469,610.      875,420.      MT  (+/- 180 meters Scaled)
 JK0644
 JK0644                          SUPERSEDED SURVEY CONTROL
 JK0644
 JK0644  NGVD 29 (??/??/92) 2361.010  (m)         7746.08   (f) ADJ UNCH    2 0
 JK0644
 JK0644.Superseded values are not recommended for survey control.
 JK0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0644.See file dsdata.txt to determine how the superseded data were derived.
 JK0644
 JK0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC172229(NAD 83)
 JK0644_MARKER: DB = BENCH MARK DISK
 JK0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0644_STAMPING: B 172 1934
 JK0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0644+STABILITY: SURFACE MOTION
 JK0644
 JK0644  HISTORY     - Date     Condition        Report By
 JK0644  HISTORY     - 1934     MONUMENTED       CGS
 JK0644  HISTORY     - 1967     GOOD             USGS
 JK0644  HISTORY     - 1984     MARK NOT FOUND   NGS
 JK0644
 JK0644                          STATION DESCRIPTION
 JK0644
 JK0644'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JK0644'1.1 MI SW FROM MINERAL HOT SPRINGS.
 JK0644'MINERAL HOT SPRINGS, 1.1 MI W OF ON PUBLIC ROAD TO US HIGHWAY 285,
 JK0644'THEN 3.8 MI SW ALONG US HIGHWAY 285 TO PUBLIC ROAD EAST, THEN 0.85
 JK0644'MI S ALONG PUBLIC ROAD TO OLD ROAD BED NE, PRIVATE ROAD (OLD US
 JK0644'HIGHWAY 285,) THEN 2.35 MI NE ALONG PRIVATE ROAD, 60 FEET NW OF THE
 JK0644'CENTER LINE OF ROAD AND 114 FEET SW OF THE CENTER LINE OF THE OLD
 JK0644'ROAD BED AT A DRAIN CROSSING.  A STANDARD DISK IN A CONCRETE POST,
 JK0644'PROJECTING 0.5 FT ABOVE GROUND.
 JK0644
 JK0644                          STATION RECOVERY (1984)
 JK0644
 JK0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0644'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0784 ***********************************************************************
 KK0784  DESIGNATION -  B 173
 KK0784  PID         -  KK0784
 KK0784  STATE/COUNTY-  CO/PARK
 KK0784  USGS QUAD   -  MC CURDY MOUNTAIN (1984)
 KK0784
 KK0784                         *CURRENT SURVEY CONTROL
 KK0784  ___________________________________________________________________
 KK0784* NAD 83(1986)-  39 09 12.     (N)    105 28 47.     (W)     SCALED    
 KK0784* NAVD 88     -      2624.734  (meters)    8611.31   (feet)  ADJUSTED  
 KK0784  ___________________________________________________________________
 KK0784  GEOID HEIGHT-         -13.45  (meters)                     GEOID03
 KK0784  DYNAMIC HT  -        2621.576 (meters)    8600.95  (feet)  COMP
 KK0784  MODELED GRAV-     979,328.9   (mgal)                       NAVD 88
 KK0784
 KK0784  VERT ORDER  -  SECOND    CLASS 0
 KK0784
 KK0784.The horizontal coordinates were scaled from a topographic map and have
 KK0784.an estimated accuracy of +/- 6 seconds.
 KK0784
 KK0784.The orthometric height was determined by differential leveling
 KK0784.and adjusted by the National Geodetic Survey in June 1991..
 KK0784
 KK0784.The geoid height was determined by GEOID03.
 KK0784
 KK0784.The dynamic height is computed by dividing the NAVD 88
 KK0784.geopotential number by the normal gravity value computed on the
 KK0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0784.degrees latitude (g = 980.6199 gals.).
 KK0784
 KK0784.The modeled gravity was interpolated from observed gravity values.
 KK0784
 KK0784;                    North         East    Units  Estimated Accuracy
 KK0784;SPC CO C     -   451,330.      916,160.      MT  (+/- 180 meters Scaled)
 KK0784
 KK0784                          SUPERSEDED SURVEY CONTROL
 KK0784
 KK0784  NGVD 29 (??/??/92) 2623.326  (m)         8606.70   (f) ADJ UNCH    2 0
 KK0784
 KK0784.Superseded values are not recommended for survey control.
 KK0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0784.See file dsdata.txt to determine how the superseded data were derived.
 KK0784
 KK0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD585339(NAD 83)
 KK0784_MARKER: DB = BENCH MARK DISK
 KK0784_SETTING: 66 = SET IN ROCK OUTCROP
 KK0784_SP_SET: 5 BY 8 FT ROCK
 KK0784_STAMPING: B 173 1934
 KK0784_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0784+STABILITY: POSITION/ELEVATION WELL
 KK0784
 KK0784  HISTORY     - Date     Condition        Report By
 KK0784  HISTORY     - 1934     MONUMENTED       CGS
 KK0784
 KK0784                          STATION DESCRIPTION
 KK0784
 KK0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0784'16.2 MI NW FROM LAKE GEORGE.
 KK0784'16.2 MILES NORTHWEST ALONG STATE HIGHWAY 77 FROM LAKE GEORGE,
 KK0784'PARK COUNTY, 200 FEET NORTHWEST OF THE EDGE OF A STEEP GRADE,
 KK0784'AT THE NORTHWEST SIDE OF AN OUTCROP OF LARGE GRANITE BOULDERS,
 KK0784'96 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, IN A 5-BY-8-FOOT
 KK0784'ROCK, AND ABOUT 10 FEET HIGHER THAN THE HIGHWAY.  A STANDARD
 KK0784'DISK, STAMPED B 173 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0741 ***********************************************************************
 KK0741  DESIGNATION -  B 174
 KK0741  PID         -  KK0741
 KK0741  STATE/COUNTY-  CO/TELLER
 KK0741  USGS QUAD   -  MOUNT DECEPTION (1984)
 KK0741
 KK0741                         *CURRENT SURVEY CONTROL
 KK0741  ___________________________________________________________________
 KK0741* NAD 83(1992)-  39 01 30.04687(N)    105 04 28.65977(W)     ADJUSTED  
 KK0741* NAVD 88     -      2500.242  (meters)    8202.88   (feet)  ADJUSTED  
 KK0741  ___________________________________________________________________
 KK0741  X           -  -1,290,894.562 (meters)                     COMP
 KK0741  Y           -  -4,792,705.381 (meters)                     COMP
 KK0741  Z           -   3,996,039.631 (meters)                     COMP
 KK0741  LAPLACE CORR-          -8.57  (seconds)                    DEFLEC99
 KK0741  ELLIP HEIGHT-        2485.44  (meters)          (12/03/02) GPS OBS
 KK0741  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 KK0741  DYNAMIC HT  -        2497.328 (meters)    8193.32  (feet)  COMP
 KK0741  MODELED GRAV-     979,370.6   (mgal)                       NAVD 88
 KK0741
 KK0741  HORZ ORDER  -  FIRST
 KK0741  VERT ORDER  -  SECOND    CLASS 0
 KK0741  ELLP ORDER  -  FOURTH    CLASS II
 KK0741
 KK0741.The horizontal coordinates were established by GPS observations
 KK0741.and adjusted by the National Geodetic Survey in October 1997..
 KK0741
 KK0741.The orthometric height was determined by differential leveling
 KK0741.and adjusted by the National Geodetic Survey in June 1991..
 KK0741
 KK0741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK0741
 KK0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK0741
 KK0741.The ellipsoidal height was determined by GPS observations
 KK0741.and is referenced to NAD 83.
 KK0741
 KK0741.The geoid height was determined by GEOID03.
 KK0741
 KK0741.The dynamic height is computed by dividing the NAVD 88
 KK0741.geopotential number by the normal gravity value computed on the
 KK0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0741.degrees latitude (g = 980.6199 gals.).
 KK0741
 KK0741.The modeled gravity was interpolated from observed gravity values.
 KK0741
 KK0741;                    North         East     Units Scale Factor Converg.
 KK0741;SPC CO C     -   437,171.699   951,234.860   MT  0.99993679   +0 16 05.8
 KK0741;SPC CO C     - 1,434,287.48  3,120,843.04   sFT  0.99993679   +0 16 05.8
 KK0741;UTM  13      - 4,319,554.960   493,540.131   MT  0.99960051   -0 02 49.2
 KK0741
 KK0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK0741!SPC CO C     -   0.99961020  x   0.99993679  =   0.99954701
 KK0741!UTM  13      -   0.99961020  x   0.99960051  =   0.99921086
 KK0741
 KK0741                          SUPERSEDED SURVEY CONTROL
 KK0741
 KK0741  ELLIP H (10/31/97) 2485.45   (m)                       GP(       ) 4 1
 KK0741  NGVD 29 (??/??/92) 2498.985  (m)         8198.75   (f) ADJ UNCH    2 0
 KK0741
 KK0741.Superseded values are not recommended for survey control.
 KK0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0741.See file dsdata.txt to determine how the superseded data were derived.
 KK0741
 KK0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9354019555(NAD 83)
 KK0741_MARKER: DB = BENCH MARK DISK
 KK0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0741_STAMPING: B 174 1934
 KK0741_MARK LOGO: CGS   
 KK0741_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0741+STABILITY: SURFACE MOTION
 KK0741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0741+SATELLITE: SATELLITE OBSERVATIONS - March 02, 1998
 KK0741
 KK0741  HISTORY     - Date     Condition        Report By
 KK0741  HISTORY     - 1934     MONUMENTED       CGS
 KK0741  HISTORY     - 19960909 GOOD             CODOT
 KK0741  HISTORY     - 19980302 GOOD             NGS
 KK0741
 KK0741                          STATION DESCRIPTION
 KK0741
 KK0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0741'2.7 MI NW FROM WOODLAND PARK.
 KK0741'2.7 MILES NORTHWEST ALONG STATE HIGHWAY 67 FROM THE ABANDONED
 KK0741'MIDLAND TERMINAL RAILWAY STATION AT WOODLAND PARK.  TELLER
 KK0741'COUNTY, 0.3 MILE EAST OF A SMALL UNPAINTED HOUSE AND A BARN,
 KK0741'820 FEET SOUTHEAST OF A ROAD LEADING TO THE FARMYARD, 48 FEET
 KK0741'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 65 FEET SOUTHWEST OF
 KK0741'THE JUNCTION OF TWO BARBED-WIRE FENCES, AND 2 FEET NORTHEAST
 KK0741'OF ONE BARBED-WIRE FENCE.  A STANDARD DISK, STAMPED B 174 1934
 KK0741'AND SET IN THE TOP OF A CONCRETE POST.
 KK0741
 KK0741                          STATION RECOVERY (1996)
 KK0741
 KK0741'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (RSC)
 KK0741'THE STATION IS LOCATED ABOUT 13 MI (20.9 KM) EAST-NORTHEAST, 7.5 MI
 KK0741'(12.1 KM) NORTHEAST OF DIVIDE AND 2.5 MI (4.0 KM) NORTH-NORTHWEST OF
 KK0741'WOODLAND PARK, , AT STATE HIGHWAY MILEPOST 79.6.  OWNERSHIP--  TO
 KK0741'REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 67 AND U.  S.
 KK0741'HIGHWAY 24 IN WOODLAND PARK, GO NORTH ON STATE HIGHWAY 67 FOR 2.6 MI
 KK0741'(4.2 KM) TO THE STATION ON THE LEFT  THE MARK IS A STANDARD DISK SET
 KK0741'IN THE TOP OF A 6 IN SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT
 KK0741'IS 26.3 M (86.3 FT) SOUTHWEST FROM THE CENTER LINE OF STATE HIGHWAY
 KK0741'67, 7.9 M (25.9 FT) EAST FROM A DIRT ROAD, 4.6 M (15.1 FT) SOUTHWEST
 KK0741'FROM THE RIGHT-OF-WAY FENCE, 0.8 M (2.6 FT) SOUTH-SOUTHEAST FROM A
 KK0741'WITNESS POST, 0.7 M (2.3 FT) NORTH FROM A WITNESS POST AND ABOUT THE
 KK0741'SAME HEIGHT AS THE HIGHWAY.
 KK0741
 KK0741                          STATION RECOVERY (1998)
 KK0741
 KK0741'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 KK0741'THE MARK WAS RECOVERED IN GOOD CONDITION, THOUGH IT IS LEANING
 KK0741'SLIGHTLY TO THE EAST ABOUT 5-DEGREES.  IT PROJECTS ABOUT 2 CM ABOVE
 KK0741'THE GROUND.  THE BARBED WIRE FENCES ARE GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0448 ***********************************************************************
 JK0448  DESIGNATION -  B 175
 JK0448  PID         -  JK0448
 JK0448  STATE/COUNTY-  CO/TELLER
 JK0448  USGS QUAD   -  WOODLAND PARK (1994)
 JK0448
 JK0448                         *CURRENT SURVEY CONTROL
 JK0448  ___________________________________________________________________
 JK0448* NAD 83(1986)-  38 59 37.     (N)    105 03 23.     (W)     SCALED    
 JK0448* NAVD 88     -      2581.240  (meters)    8468.62   (feet)  ADJUSTED  
 JK0448  ___________________________________________________________________
 JK0448  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 JK0448  DYNAMIC HT  -        2578.193 (meters)    8458.62  (feet)  COMP
 JK0448  MODELED GRAV-     979,353.1   (mgal)                       NAVD 88
 JK0448
 JK0448  VERT ORDER  -  SECOND    CLASS 0
 JK0448
 JK0448.The horizontal coordinates were scaled from a topographic map and have
 JK0448.an estimated accuracy of +/- 6 seconds.
 JK0448
 JK0448.The orthometric height was determined by differential leveling
 JK0448.and adjusted by the National Geodetic Survey in June 1991..
 JK0448
 JK0448.The geoid height was determined by GEOID03.
 JK0448
 JK0448.The dynamic height is computed by dividing the NAVD 88
 JK0448.geopotential number by the normal gravity value computed on the
 JK0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0448.degrees latitude (g = 980.6199 gals.).
 JK0448
 JK0448.The modeled gravity was interpolated from observed gravity values.
 JK0448
 JK0448;                    North         East    Units  Estimated Accuracy
 JK0448;SPC CO C     -   433,690.      952,830.      MT  (+/- 180 meters Scaled)
 JK0448
 JK0448                          SUPERSEDED SURVEY CONTROL
 JK0448
 JK0448  NGVD 29 (??/??/92) 2579.962  (m)         8464.43   (f) ADJ UNCH    2 0
 JK0448
 JK0448.Superseded values are not recommended for survey control.
 JK0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0448.See file dsdata.txt to determine how the superseded data were derived.
 JK0448
 JK0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD951160(NAD 83)
 JK0448_MARKER: DB = BENCH MARK DISK
 JK0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0448_STAMPING: B 175 1934
 JK0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0448+STABILITY: SURFACE MOTION
 JK0448
 JK0448  HISTORY     - Date     Condition        Report By
 JK0448  HISTORY     - 1934     MONUMENTED       CGS
 JK0448  HISTORY     - 1938     GOOD             NGS
 JK0448
 JK0448                          STATION DESCRIPTION
 JK0448
 JK0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JK0448'AT WOODLAND PARK.
 JK0448'AT WOODLAND PARK, TELLER COUNTY, 69 FEET SOUTH OF THE MIDLAND
 JK0448'TERMINAL RAILWAY STATION, 105 FEET SOUTHWEST OF MILEPOST 20,
 JK0448'125 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 24, AND 45 FEET
 JK0448'SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 JK0448'B 175 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0929 ***********************************************************************
 KK0929  DESIGNATION -  B 177
 KK0929  PID         -  KK0929
 KK0929  STATE/COUNTY-  CO/PARK
 KK0929  USGS QUAD   -  SULPHUR MOUNTAIN (1994)
 KK0929
 KK0929                         *CURRENT SURVEY CONTROL
 KK0929  ___________________________________________________________________
 KK0929* NAD 83(1986)-  39 00 45.     (N)    105 40 02.     (W)     SCALED    
 KK0929* NAVD 88     -      2655.930  (meters)    8713.66   (feet)  ADJUSTED  
 KK0929  ___________________________________________________________________
 KK0929  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 KK0929  DYNAMIC HT  -        2652.630 (meters)    8702.84  (feet)  COMP
 KK0929  MODELED GRAV-     979,289.0   (mgal)                       NAVD 88
 KK0929
 KK0929  VERT ORDER  -  SECOND    CLASS 0
 KK0929
 KK0929.The horizontal coordinates were scaled from a topographic map and have
 KK0929.an estimated accuracy of +/- 6 seconds.
 KK0929
 KK0929.The orthometric height was determined by differential leveling
 KK0929.and adjusted by the National Geodetic Survey in June 1991..
 KK0929
 KK0929.The geoid height was determined by GEOID03.
 KK0929
 KK0929.The dynamic height is computed by dividing the NAVD 88
 KK0929.geopotential number by the normal gravity value computed on the
 KK0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0929.degrees latitude (g = 980.6199 gals.).
 KK0929
 KK0929.The modeled gravity was interpolated from observed gravity values.
 KK0929
 KK0929;                    North         East    Units  Estimated Accuracy
 KK0929;SPC CO C     -   435,710.      899,920.      MT  (+/- 180 meters Scaled)
 KK0929
 KK0929                          SUPERSEDED SURVEY CONTROL
 KK0929
 KK0929  NGVD 29 (??/??/92) 2654.434  (m)         8708.76   (f) ADJ UNCH    2 0
 KK0929
 KK0929.Superseded values are not recommended for survey control.
 KK0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0929.See file dsdata.txt to determine how the superseded data were derived.
 KK0929
 KK0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD422183(NAD 83)
 KK0929_MARKER: DB = BENCH MARK DISK
 KK0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0929_STAMPING: B 177 1934
 KK0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0929+STABILITY: SURFACE MOTION
 KK0929
 KK0929  HISTORY     - Date     Condition        Report By
 KK0929  HISTORY     - 1934     MONUMENTED       CGS
 KK0929
 KK0929                          STATION DESCRIPTION
 KK0929
 KK0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0929'7.4 MI E FROM HARTSEL.
 KK0929'7.4 MILES EAST ALONG U.S. HIGHWAY 24 FROM HARTSEL, PARK COUNTY,
 KK0929'195 FEET SOUTHWEST OF THE UPPER SPINNEY RANCH HOUSE, 60 FEET WEST
 KK0929'OF A POLE, 51.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND
 KK0929'6 FEET WEST OF A FENCE CORNER.  A STANDARD DISK, STAMPED B 177 1934
 KK0929'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0430 ***********************************************************************
 JL0430  DESIGNATION -  B 178
 JL0430  PID         -  JL0430
 JL0430  STATE/COUNTY-  CO/DELTA
 JL0430  USGS QUAD   -  LAZEAR (1978)
 JL0430
 JL0430                         *CURRENT SURVEY CONTROL
 JL0430  ___________________________________________________________________
 JL0430* NAD 83(1986)-  38 46 30.     (N)    107 46 20.     (W)     SCALED    
 JL0430* NAVD 88     -      1650.844  (meters)    5416.14   (feet)  ADJUSTED  
 JL0430  ___________________________________________________________________
 JL0430  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 JL0430  DYNAMIC HT  -        1649.077 (meters)    5410.35  (feet)  COMP
 JL0430  MODELED GRAV-     979,500.1   (mgal)                       NAVD 88
 JL0430
 JL0430  VERT ORDER  -  SECOND    CLASS 0
 JL0430
 JL0430.The horizontal coordinates were scaled from a topographic map and have
 JL0430.an estimated accuracy of +/- 6 seconds.
 JL0430
 JL0430.The orthometric height was determined by differential leveling
 JL0430.and adjusted by the National Geodetic Survey in June 1991..
 JL0430
 JL0430.The geoid height was determined by GEOID03.
 JL0430
 JL0430.The dynamic height is computed by dividing the NAVD 88
 JL0430.geopotential number by the normal gravity value computed on the
 JL0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0430.degrees latitude (g = 980.6199 gals.).
 JL0430
 JL0430.The modeled gravity was interpolated from observed gravity values.
 JL0430
 JL0430;                    North         East    Units  Estimated Accuracy
 JL0430;SPC CO C     -   411,800.      716,980.      MT  (+/- 180 meters Scaled)
 JL0430
 JL0430                          SUPERSEDED SURVEY CONTROL
 JL0430
 JL0430  NGVD 29 (??/??/92) 1649.593  (m)         5412.04   (f) ADJ UNCH    2 0
 JL0430
 JL0430.Superseded values are not recommended for survey control.
 JL0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0430.See file dsdata.txt to determine how the superseded data were derived.
 JL0430
 JL0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC591954(NAD 83)
 JL0430_MARKER: DB = BENCH MARK DISK
 JL0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0430_STAMPING: B 178 1934
 JL0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0430+STABILITY: SURFACE MOTION
 JL0430
 JL0430  HISTORY     - Date     Condition        Report By
 JL0430  HISTORY     - 1934     MONUMENTED       CGS
 JL0430
 JL0430                          STATION DESCRIPTION
 JL0430
 JL0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0430'3.9 MI W FROM HOTCHKISS.
 JL0430'3.9 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JL0430'THE STATION AT HOTCHKISS, DELTA COUNTY, 0.4 MILE EAST OF THE FRUIT
 JL0430'PACKINGHOUSE OF PATTON BROS. AND WHITE IN 1934, 815 FEET WEST OF
 JL0430'MILEPOST 394, 51 FEET WEST OF THE CENTERLINE OF A CROSS LANE THROUGH
 JL0430'THE JOT RITCH RANCH IN 1934, 28.7 FEET SOUTH OF THE CENTERLINE OF THE
 JL0430'TRACK, 20 FEET NORTH OF A FENCE, AND 5.5 FEET NORTHEAST OF A POLE. A
 JL0430'STANDARD DISK, STAMPED B 178 1934 AND SET IN THE TOP OF A CONCRETE
 JL0430'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0545 ***********************************************************************
 JK0545  DESIGNATION -  B 179
 JK0545  PID         -  JK0545
 JK0545  STATE/COUNTY-  CO/FREMONT
 JK0545  USGS QUAD   -  PHANTOM CANYON (1954)
 JK0545
 JK0545                         *CURRENT SURVEY CONTROL
 JK0545  ___________________________________________________________________
 JK0545* NAD 83(1986)-  38 31 01.     (N)    105 07 04.     (W)     SCALED    
 JK0545* NAVD 88     -      1841.519  (meters)    6041.72   (feet)  ADJUSTED  
 JK0545  ___________________________________________________________________
 JK0545  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 JK0545  DYNAMIC HT  -        1839.476 (meters)    6035.01  (feet)  COMP
 JK0545  MODELED GRAV-     979,453.9   (mgal)                       NAVD 88
 JK0545
 JK0545  VERT ORDER  -  SECOND    CLASS 0
 JK0545
 JK0545.The horizontal coordinates were scaled from a topographic map and have
 JK0545.an estimated accuracy of +/- 6 seconds.
 JK0545
 JK0545.The orthometric height was determined by differential leveling
 JK0545.and adjusted by the National Geodetic Survey in June 1991..
 JK0545
 JK0545.The geoid height was determined by GEOID03.
 JK0545
 JK0545.The dynamic height is computed by dividing the NAVD 88
 JK0545.geopotential number by the normal gravity value computed on the
 JK0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0545.degrees latitude (g = 980.6199 gals.).
 JK0545
 JK0545.The modeled gravity was interpolated from observed gravity values.
 JK0545
 JK0545;                    North         East    Units  Estimated Accuracy
 JK0545;SPC CO C     -   380,760.      947,740.      MT  (+/- 180 meters Scaled)
 JK0545
 JK0545                          SUPERSEDED SURVEY CONTROL
 JK0545
 JK0545  NGVD 29 (??/??/92) 1840.477  (m)         6038.30   (f) ADJ UNCH    2 0
 JK0545
 JK0545.Superseded values are not recommended for survey control.
 JK0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0545.See file dsdata.txt to determine how the superseded data were derived.
 JK0545
 JK0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC897631(NAD 83)
 JK0545_MARKER: DB = BENCH MARK DISK
 JK0545_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JK0545_SP_SET: BRIDGE
 JK0545_STAMPING: B 179 1934
 JK0545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0545
 JK0545  HISTORY     - Date     Condition        Report By
 JK0545  HISTORY     - 1934     MONUMENTED       CGS
 JK0545  HISTORY     - 1952     GOOD             NGS
 JK0545
 JK0545                          STATION DESCRIPTION
 JK0545
 JK0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JK0545'10 MI N FROM FLORENCE.
 JK0545'10.0 MILES NORTH ALONG STATE HIGHWAY 67 FROM THE POST OFFICE AT
 JK0545'FLORENCE, 15 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 JK0545'THE TOP OF THE NORTH END OF THE NORTHEAST WINGWALL OF A CONCRETE
 JK0545'BRIDGE OVER EAST EIGHT MILE CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0092 ***********************************************************************
 LL0092  DESIGNATION -  B 18
 LL0092  PID         -  LL0092
 LL0092  STATE/COUNTY-  CO/WELD
 LL0092  USGS QUAD   -  DEARFIELD (1951)
 LL0092
 LL0092                         *CURRENT SURVEY CONTROL
 LL0092  ___________________________________________________________________
 LL0092* NAD 83(1986)-  40 19 01.     (N)    104 21 26.     (W)     SCALED    
 LL0092* NAVD 88     -      1370.299  (meters)    4495.72   (feet)  POSTED    
 LL0092  ___________________________________________________________________
 LL0092  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 LL0092  DYNAMIC HT  -        1369.150 (meters)    4491.95  (feet)  COMP
 LL0092  MODELED GRAV-     979,742.8   (mgal)                       NAVD 88
 LL0092
 LL0092  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0092
 LL0092.The horizontal coordinates were scaled from a topographic map and have
 LL0092.an estimated accuracy of +/- 6 seconds.
 LL0092
 LL0092.The orthometric height was determined by differential leveling
 LL0092.and adjusted by the National Geodetic Survey in 1992..
 LL0092.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0092.rate of 0.0 thru 1.0 mm/km.
 LL0092
 LL0092.The geoid height was determined by GEOID03.
 LL0092
 LL0092.The dynamic height is computed by dividing the NAVD 88
 LL0092.geopotential number by the normal gravity value computed on the
 LL0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0092.degrees latitude (g = 980.6199 gals.).
 LL0092
 LL0092.The modeled gravity was interpolated from observed gravity values.
 LL0092
 LL0092;                    North         East    Units  Estimated Accuracy
 LL0092;SPC CO N     -   414,640.    1,011,530.      MT  (+/- 180 meters Scaled)
 LL0092
 LL0092                          SUPERSEDED SURVEY CONTROL
 LL0092
 LL0092  NGVD 29 (??/??/92) 1369.485  (m)         4493.05   (f) ADJ UNCH    1 2
 LL0092
 LL0092.Superseded values are not recommended for survey control.
 LL0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0092.See file dsdata.txt to determine how the superseded data were derived.
 LL0092
 LL0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE546631(NAD 83)
 LL0092_MARKER: DB = BENCH MARK DISK
 LL0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0092_STAMPING: B 18 1934 4493.324
 LL0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0092+STABILITY: SURFACE MOTION
 LL0092
 LL0092  HISTORY     - Date     Condition        Report By
 LL0092  HISTORY     - 1934     MONUMENTED       CGS
 LL0092  HISTORY     - 1952     GOOD             NGS
 LL0092  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0092
 LL0092                          STATION DESCRIPTION
 LL0092
 LL0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 LL0092'4.3 MI E FROM HARDIN.
 LL0092'4.3 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 LL0092'HARDIN, 5 1/2 POLES EAST OF MILEPOST 131, 49 FEET NORTHWEST OF THE
 LL0092'NORTHWEST CORNER OF TRESTLE 130.84, 46.3 FEET NORTH OF THE NORTH
 LL0092'RAIL, 3 FEET SOUTHWEST OF A FENCE CORNER, 3.2 FEET EAST OF A
 LL0092'WITNESS POST, 1.4 FEET S. OF A FENCE, SET IN THE TOP OF A CONCRETE
 LL0092'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 LL0092
 LL0092                          STATION RECOVERY (1984)
 LL0092
 LL0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0092'THERE HAS BEEN RAILROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0035 ***********************************************************************
 KM0035  DESIGNATION -  B 19
 KM0035  PID         -  KM0035
 KM0035  STATE/COUNTY-  CO/MESA
 KM0035  USGS QUAD   -  BITTER CREEK WELL (1970)
 KM0035
 KM0035                         *CURRENT SURVEY CONTROL
 KM0035  ___________________________________________________________________
 KM0035* NAD 83(1986)-  39 07 52.     (N)    109 01 41.     (W)     SCALED    
 KM0035* NAVD 88     -      1329.004  (meters)    4360.24   (feet)  POSTED    
 KM0035  ___________________________________________________________________
 KM0035  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 KM0035  DYNAMIC HT  -        1327.730 (meters)    4356.06  (feet)  COMP
 KM0035  MODELED GRAV-     979,626.1   (mgal)                       NAVD 88
 KM0035
 KM0035  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KM0035
 KM0035.The horizontal coordinates were scaled from a topographic map and have
 KM0035.an estimated accuracy of +/- 6 seconds.
 KM0035
 KM0035.The orthometric height was determined by differential leveling
 KM0035.and adjusted by the National Geodetic Survey in 1992..
 KM0035.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KM0035.rate of 0.0 thru 1.0 mm/km.
 KM0035
 KM0035.The geoid height was determined by GEOID03.
 KM0035
 KM0035.The dynamic height is computed by dividing the NAVD 88
 KM0035.geopotential number by the normal gravity value computed on the
 KM0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0035.degrees latitude (g = 980.6199 gals.).
 KM0035
 KM0035.The modeled gravity was interpolated from observed gravity values.
 KM0035
 KM0035;                    North         East    Units  Estimated Accuracy
 KM0035;SPC CO C     -   454,790.      609,440.      MT  (+/- 180 meters Scaled)
 KM0035
 KM0035                          SUPERSEDED SURVEY CONTROL
 KM0035
 KM0035  NGVD 29 (??/??/92) 1327.956  (m)         4356.80   (f) ADJ UNCH    1 2
 KM0035
 KM0035.Superseded values are not recommended for survey control.
 KM0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0035.See file dsdata.txt to determine how the superseded data were derived.
 KM0035
 KM0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ704331(NAD 83)
 KM0035_MARKER: DB = BENCH MARK DISK
 KM0035_SETTING: 66 = SET IN ROCK OUTCROP
 KM0035_SP_SET: SANDSTONE CLIFF
 KM0035_STAMPING: 4356.802 B 19 1927
 KM0035_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0035+STABILITY: POSITION/ELEVATION WELL
 KM0035
 KM0035  HISTORY     - Date     Condition        Report By
 KM0035  HISTORY     - 1927     MONUMENTED       CGS
 KM0035  HISTORY     - 1960     MARK NOT FOUND   NGS
 KM0035
 KM0035                          STATION DESCRIPTION
 KM0035
 KM0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KM0035'13.4 MI SW FROM MACK.
 KM0035'13.4 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KM0035'FROM THE STATION AT MACK, MESA COUNTY, 1.6 MILES NORTHEAST OF THE
 KM0035'COLORADO-UTAH STATE LINE, 1/4 MILE SOUTHWEST OF MILEPOST 482, 80.5
 KM0035'FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, IN THE FACE OF A RED
 KM0035'SANDSTONE CLIFF, 2 FEET ALONG THE SLOPING FACE FROM THE GROUND, AND
 KM0035'2-1/2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED 4356.802 B
 KM0035'19 1927.  NOTE-- IT MAY BE COVERED UP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0349 ***********************************************************************
 KK0349  DESIGNATION -  B 2
 KK0349  PID         -  KK0349
 KK0349  STATE/COUNTY-  CO/DENVER
 KK0349  USGS QUAD   -  COMMERCE CITY (1994)
 KK0349
 KK0349                         *CURRENT SURVEY CONTROL
 KK0349  ___________________________________________________________________
 KK0349* NAD 83(1986)-  39 46 22.     (N)    104 58 19.     (W)     SCALED    
 KK0349* NAVD 88     -      1585.353  (meters)    5201.28   (feet)  POSTED    
 KK0349  ___________________________________________________________________
 KK0349  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 KK0349  DYNAMIC HT  -        1583.850 (meters)    5196.35  (feet)  COMP
 KK0349  MODELED GRAV-     979,624.7   (mgal)                       NAVD 88
 KK0349
 KK0349  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0349
 KK0349.The horizontal coordinates were scaled from a topographic map and have
 KK0349.an estimated accuracy of +/- 6 seconds.
 KK0349
 KK0349.The orthometric height was determined by differential leveling
 KK0349.and adjusted by the National Geodetic Survey in 1992..
 KK0349.No vertical observational check was made to the station.
 KK0349.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0349.was located on a no-check spur therefore a value was not computed.
 KK0349
 KK0349.The geoid height was determined by GEOID03.
 KK0349
 KK0349.The dynamic height is computed by dividing the NAVD 88
 KK0349.geopotential number by the normal gravity value computed on the
 KK0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0349.degrees latitude (g = 980.6199 gals.).
 KK0349
 KK0349.The modeled gravity was interpolated from observed gravity values.
 KK0349
 KK0349;                    North         East    Units  Estimated Accuracy
 KK0349;SPC CO C     -   520,230.      959,640.      MT  (+/- 180 meters Scaled)
 KK0349
 KK0349                          SUPERSEDED SURVEY CONTROL
 KK0349
 KK0349  NGVD 29 (??/??/92) 1584.463  (m)         5198.36   (f) ADJ UNCH    1 2
 KK0349
 KK0349.Superseded values are not recommended for survey control.
 KK0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0349.See file dsdata.txt to determine how the superseded data were derived.
 KK0349
 KK0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE024025(NAD 83)
 KK0349_MARKER: O = CHISELED CIRCLE
 KK0349_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0349_SP_SET: WINDOW SILL
 KK0349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0349
 KK0349  HISTORY     - Date     Condition        Report By
 KK0349  HISTORY     - UNK      MONUMENTED       CGS
 KK0349  HISTORY     - 1939     GOOD             NGS
 KK0349
 KK0349                          STATION DESCRIPTION
 KK0349
 KK0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0349'1.5 MI NE FROM DENVER.
 KK0349'1.5 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM UNION
 KK0349'STATION AT DENVER, DENVER COUNTY, IN THE VICINITY OF THE
 KK0349'PROLONGATION OF EAST 4 TH AVENUE AND THE PROLONGATION OF VINE
 KK0349'STREET, AT THE SOUTH END OF THE BRICK PLANING-MILL BUILDING, 15
 KK0349'FEET EAST OF THE SOUTHWEST CORNER, AND ON THE CENTER OF THE TOP OF
 KK0349'THE STONE SILL UNDER THE FIRST WINDOW.  THE BOTTOM OF A SQUARE
 KK0349'HOLE SURROUNDED BY THE LETTERS USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0290 ***********************************************************************
 HL0290  DESIGNATION -  B 20
 HL0290  PID         -  HL0290
 HL0290  STATE/COUNTY-  CO/SAN JUAN
 HL0290  USGS QUAD   -  SNOWDON PEAK (1972)
 HL0290
 HL0290                         *CURRENT SURVEY CONTROL
 HL0290  ___________________________________________________________________
 HL0290* NAD 83(1986)-  37 39 01.     (N)    107 41 13.     (W)     SCALED    
 HL0290* NAVD 88     -      2548.622  (meters)    8361.60   (feet)  POSTED    
 HL0290  ___________________________________________________________________
 HL0290  GEOID HEIGHT-         -15.75  (meters)                     GEOID03
 HL0290  DYNAMIC HT  -        2545.040 (meters)    8349.85  (feet)  COMP
 HL0290  MODELED GRAV-     979,133.1   (mgal)                       NAVD 88
 HL0290
 HL0290  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HL0290
 HL0290.The horizontal coordinates were scaled from a topographic map and have
 HL0290.an estimated accuracy of +/- 6 seconds.
 HL0290
 HL0290.The orthometric height was determined by differential leveling
 HL0290.and adjusted by the National Geodetic Survey in 1992..
 HL0290.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HL0290.rate of 0.0 thru 1.0 mm/km.
 HL0290
 HL0290.The geoid height was determined by GEOID03.
 HL0290
 HL0290.The dynamic height is computed by dividing the NAVD 88
 HL0290.geopotential number by the normal gravity value computed on the
 HL0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0290.degrees latitude (g = 980.6199 gals.).
 HL0290
 HL0290.The modeled gravity was interpolated from observed gravity values.
 HL0290
 HL0290;                    North         East    Units  Estimated Accuracy
 HL0290;SPC CO S     -   416,220.      721,440.      MT  (+/- 180 meters Scaled)
 HL0290
 HL0290                          SUPERSEDED SURVEY CONTROL
 HL0290
 HL0290  NGVD 29 (??/??/92) 2547.078  (m)         8356.54   (f) ADJ UNCH    1 2
 HL0290
 HL0290.Superseded values are not recommended for survey control.
 HL0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0290.See file dsdata.txt to determine how the superseded data were derived.
 HL0290
 HL0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB629704(NAD 83)
 HL0290_MARKER: DB = BENCH MARK DISK
 HL0290_SETTING: 66 = SET IN ROCK OUTCROP
 HL0290_SP_SET: OUTCROP
 HL0290_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0290+STABILITY: POSITION/ELEVATION WELL
 HL0290
 HL0290  HISTORY     - Date     Condition        Report By
 HL0290  HISTORY     - UNK      MONUMENTED       CGS
 HL0290  HISTORY     - 1928     GOOD             NGS
 HL0290
 HL0290                          STATION DESCRIPTION
 HL0290
 HL0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 HL0290'9.75 MI S FROM SILVERTON.
 HL0290'6 MILES SOUTH OF ELK PARK SIDING, 0.5 MILES SOUTH OF MILE POST NO.
 HL0290'485, 15 FT. EAST OF D. AND R. G. RR. TRACKS, 40 FT. WEST OF ANIMAS
 HL0290'RIVER.  IN GRANITE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0217 ***********************************************************************
 LK0217  DESIGNATION -  B 207
 LK0217  PID         -  LK0217
 LK0217  STATE/COUNTY-  CO/LOGAN
 LK0217  USGS QUAD   -  WILLARD (1951)
 LK0217
 LK0217                         *CURRENT SURVEY CONTROL
 LK0217  ___________________________________________________________________
 LK0217* NAD 83(1986)-  40 34 38.     (N)    103 23 29.     (W)     SCALED    
 LK0217* NAVD 88     -      1264.513  (meters)    4148.66   (feet)  ADJUSTED  
 LK0217  ___________________________________________________________________
 LK0217  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 LK0217  DYNAMIC HT  -        1263.561 (meters)    4145.53  (feet)  COMP
 LK0217  MODELED GRAV-     979,828.3   (mgal)                       NAVD 88
 LK0217
 LK0217  VERT ORDER  -  SECOND    CLASS 0
 LK0217
 LK0217.The horizontal coordinates were scaled from a topographic map and have
 LK0217.an estimated accuracy of +/- 6 seconds.
 LK0217
 LK0217.The orthometric height was determined by differential leveling
 LK0217.and adjusted by the National Geodetic Survey in June 1991..
 LK0217
 LK0217.The geoid height was determined by GEOID03.
 LK0217
 LK0217.The dynamic height is computed by dividing the NAVD 88
 LK0217.geopotential number by the normal gravity value computed on the
 LK0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0217.degrees latitude (g = 980.6199 gals.).
 LK0217
 LK0217.The modeled gravity was interpolated from observed gravity values.
 LK0217
 LK0217;                    North         East    Units  Estimated Accuracy
 LK0217;SPC CO N     -   445,040.    1,092,920.      MT  (+/- 180 meters Scaled)
 LK0217
 LK0217                          SUPERSEDED SURVEY CONTROL
 LK0217
 LK0217  NGVD 29 (??/??/92) 1263.932  (m)         4146.75   (f) ADJ UNCH    2 0
 LK0217
 LK0217.Superseded values are not recommended for survey control.
 LK0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0217.See file dsdata.txt to determine how the superseded data were derived.
 LK0217
 LK0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE361930(NAD 83)
 LK0217_MARKER: DD = SURVEY DISK
 LK0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0217_STAMPING: B 207 1934
 LK0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0217+STABILITY: SURFACE MOTION
 LK0217
 LK0217  HISTORY     - Date     Condition        Report By
 LK0217  HISTORY     - 1934     MONUMENTED       CGS
 LK0217
 LK0217                          STATION DESCRIPTION
 LK0217
 LK0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LK0217'10.7 MI W FROM STERLING.
 LK0217'10.7 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LK0217'FROM THE STATION AT STERLING, LOGAN COUNTY, 85.3 FOOT SOUTH OF THE
 LK0217'SOUTH RAIL, 12.1 FEET NORTH OF A FENCE, LEVEL WITH THE TRACK.  A
 LK0217'STANDARD DISK, STAMPED B 207 1934 AND SET IN THE TOP OF A CONCRETE
 LK0217'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0221 ***********************************************************************
 LL0221  DESIGNATION -  B 209
 LL0221  PID         -  LL0221
 LL0221  STATE/COUNTY-  CO/WELD
 LL0221  USGS QUAD   -  GREELEY (1980)
 LL0221
 LL0221                         *CURRENT SURVEY CONTROL
 LL0221  ___________________________________________________________________
 LL0221* NAD 83(1986)-  40 28 06.     (N)    104 41 49.     (W)     SCALED    
 LL0221* NAVD 88     -      1443.136  (meters)    4734.69   (feet)  ADJUSTED  
 LL0221  ___________________________________________________________________
 LL0221  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 LL0221  DYNAMIC HT  -        1441.910 (meters)    4730.67  (feet)  COMP
 LL0221  MODELED GRAV-     979,725.8   (mgal)                       NAVD 88
 LL0221
 LL0221  VERT ORDER  -  FIRST     CLASS II
 LL0221
 LL0221.The horizontal coordinates were scaled from a topographic map and have
 LL0221.an estimated accuracy of +/- 6 seconds.
 LL0221
 LL0221.The orthometric height was determined by differential leveling
 LL0221.and adjusted by the National Geodetic Survey in June 1991..
 LL0221
 LL0221.The geoid height was determined by GEOID03.
 LL0221
 LL0221.The dynamic height is computed by dividing the NAVD 88
 LL0221.geopotential number by the normal gravity value computed on the
 LL0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0221.degrees latitude (g = 980.6199 gals.).
 LL0221
 LL0221.The modeled gravity was interpolated from observed gravity values.
 LL0221
 LL0221;                    North         East    Units  Estimated Accuracy
 LL0221;SPC CO N     -   431,130.      982,500.      MT  (+/- 180 meters Scaled)
 LL0221
 LL0221                          SUPERSEDED SURVEY CONTROL
 LL0221
 LL0221  NGVD 29 (??/??/92) 1442.242  (m)         4731.76   (f) ADJ UNCH    1 2
 LL0221
 LL0221.Superseded values are not recommended for survey control.
 LL0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0221.See file dsdata.txt to determine how the superseded data were derived.
 LL0221
 LL0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE256797(NAD 83)
 LL0221_MARKER: DB = BENCH MARK DISK
 LL0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0221_STAMPING: B 209 1934
 LL0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0221+STABILITY: SURFACE MOTION
 LL0221
 LL0221  HISTORY     - Date     Condition        Report By
 LL0221  HISTORY     - 1934     MONUMENTED       CGS
 LL0221  HISTORY     - 1956     GOOD             NGS
 LL0221  HISTORY     - 1983     MARK NOT FOUND   NGS
 LL0221
 LL0221                          STATION DESCRIPTION
 LL0221
 LL0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0221'3.1 MI N FROM GREELEY.
 LL0221'3.1 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LL0221'AT GREELEY, AT A GRAVELED ROAD CROSSING, 70 FEET SOUTHEAST OF THE
 LL0221'4TH POLE SOUTH OF MILEPOST 55, 162 FEET NORTHWEST OF THE CENTER OF
 LL0221'THE ROAD CROSSING, 45 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAY
 LL0221'85, 31.7 FEET WEST OF THE WEST RAIL, 2 FEET NORTH OF A WITNESS
 LL0221'POST, 0.95 MILE SOUTH OF BENCH MARK W 261, SET IN THE TOP OF A
 LL0221'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND, IN THE
 LL0221'SOUTHEAST 1/4 OF SECTION 19, TOWNSHIP 6 NORTH, RANGE 65 WEST.
 LL0221
 LL0221                          STATION RECOVERY (1983)
 LL0221
 LL0221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0088 ***********************************************************************
 HK0088  DESIGNATION -  B 21
 HK0088  PID         -  HK0088
 HK0088  STATE/COUNTY-  CO/LAS ANIMAS
 HK0088  USGS QUAD   -  STARKVILLE (1979)
 HK0088
 HK0088                         *CURRENT SURVEY CONTROL
 HK0088  ___________________________________________________________________
 HK0088* NAD 83(1986)-  37 06 22.     (N)    104 31 34.     (W)     SCALED    
 HK0088* NAVD 88     -      1959.804  (meters)    6429.79   (feet)  ADJUSTED  
 HK0088  ___________________________________________________________________
 HK0088  GEOID HEIGHT-         -18.56  (meters)                     GEOID03
 HK0088  DYNAMIC HT  -        1957.347 (meters)    6421.73  (feet)  COMP
 HK0088  MODELED GRAV-     979,307.6   (mgal)                       NAVD 88
 HK0088
 HK0088  VERT ORDER  -  FIRST     CLASS II
 HK0088
 HK0088.The horizontal coordinates were scaled from a topographic map and have
 HK0088.an estimated accuracy of +/- 6 seconds.
 HK0088
 HK0088.The orthometric height was determined by differential leveling
 HK0088.and adjusted by the National Geodetic Survey in June 1991..
 HK0088
 HK0088.The geoid height was determined by GEOID03.
 HK0088
 HK0088.The dynamic height is computed by dividing the NAVD 88
 HK0088.geopotential number by the normal gravity value computed on the
 HK0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0088.degrees latitude (g = 980.6199 gals.).
 HK0088
 HK0088.The modeled gravity was interpolated from observed gravity values.
 HK0088
 HK0088;                    North         East    Units  Estimated Accuracy
 HK0088;SPC CO S     -   354,020.    1,000,970.      MT  (+/- 180 meters Scaled)
 HK0088
 HK0088                          SUPERSEDED SURVEY CONTROL
 HK0088
 HK0088  NGVD 29 (??/??/92) 1958.770  (m)         6426.40   (f) ADJ UNCH    1 2
 HK0088
 HK0088.Superseded values are not recommended for survey control.
 HK0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0088.See file dsdata.txt to determine how the superseded data were derived.
 HK0088
 HK0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB421067(NAD 83)
 HK0088_MARKER: DB = BENCH MARK DISK
 HK0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0088_STAMPING: 6426.398 B 21 1929
 HK0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0088+STABILITY: SURFACE MOTION
 HK0088
 HK0088  HISTORY     - Date     Condition        Report By
 HK0088  HISTORY     - 1929     MONUMENTED       CGS
 HK0088  HISTORY     - 1955     GOOD             NGS
 HK0088  HISTORY     - 1955     GOOD             NGS
 HK0088
 HK0088                          STATION DESCRIPTION
 HK0088
 HK0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 HK0088'0.8 MI S FROM STARKEVILLE.
 HK0088'0.8 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 HK0088'THE STATION SIGN AT STARKVILLE, LAS ANIMAS COUNTY, 300 FEET WEST
 HK0088'OF U.S. HIGHWAY 85, 178 FT NORTH OF THE NORTH ABUTEMENT OF STEEL
 HK0088'BRIDGE 642 E, 48 FEET EAST OF THE CENTERLINE OF THE EAST TRACK, 2
 HK0088'FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, AND 2 FEET LOWER THAN
 HK0088'THE TRACK.  A STANDARD DISK, STAMPED 6426.398 B 21 1929, AND SET
 HK0088'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 HK0088
 HK0088                          STATION RECOVERY (1955)
 HK0088
 HK0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 HK0088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0054 ***********************************************************************
 LK0054  DESIGNATION -  B 213
 LK0054  PID         -  LK0054
 LK0054  STATE/COUNTY-  CO/PHILLIPS
 LK0054  USGS QUAD   -  AMHERST SW (1971)
 LK0054
 LK0054                         *CURRENT SURVEY CONTROL
 LK0054  ___________________________________________________________________
 LK0054* NAD 83(1986)-  40 35 06.     (N)    102 14 39.     (W)     SCALED    
 LK0054* NAVD 88     -      1129.234  (meters)    3704.83   (feet)  ADJUSTED  
 LK0054  ___________________________________________________________________
 LK0054  GEOID HEIGHT-         -21.11  (meters)                     GEOID03
 LK0054  DYNAMIC HT  -        1128.434 (meters)    3702.20  (feet)  COMP
 LK0054  MODELED GRAV-     979,877.4   (mgal)                       NAVD 88
 LK0054
 LK0054  VERT ORDER  -  SECOND    CLASS 0
 LK0054
 LK0054.The horizontal coordinates were scaled from a topographic map and have
 LK0054.an estimated accuracy of +/- 6 seconds.
 LK0054
 LK0054.The orthometric height was determined by differential leveling
 LK0054.and adjusted by the National Geodetic Survey in June 1991..
 LK0054
 LK0054.The geoid height was determined by GEOID03.
 LK0054
 LK0054.The dynamic height is computed by dividing the NAVD 88
 LK0054.geopotential number by the normal gravity value computed on the
 LK0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0054.degrees latitude (g = 980.6199 gals.).
 LK0054
 LK0054.The modeled gravity was interpolated from observed gravity values.
 LK0054
 LK0054;                    North         East    Units  Estimated Accuracy
 LK0054;SPC CO N     -   448,840.    1,189,970.      MT  (+/- 180 meters Scaled)
 LK0054
 LK0054                          SUPERSEDED SURVEY CONTROL
 LK0054
 LK0054  NGVD 29 (??/??/92) 1128.770  (m)         3703.31   (f) ADJ UNCH    2 0
 LK0054
 LK0054.Superseded values are not recommended for survey control.
 LK0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0054.See file dsdata.txt to determine how the superseded data were derived.
 LK0054
 LK0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE332963(NAD 83)
 LK0054_MARKER: DB = BENCH MARK DISK
 LK0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0054_SP_SET: CONCRETE POST
 LK0054_STAMPING: B 213 1934
 LK0054_MARK LOGO: CGS   
 LK0054_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LK0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0054+STABILITY: SURFACE MOTION
 LK0054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0054+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2006
 LK0054
 LK0054  HISTORY     - Date     Condition        Report By
 LK0054  HISTORY     - 1934     MONUMENTED       CGS
 LK0054  HISTORY     - 1941     GOOD             NGS
 LK0054  HISTORY     - 19910517 GOOD             NGS
 LK0054  HISTORY     - 20060905 GOOD             INDIV
 LK0054
 LK0054                          STATION DESCRIPTION
 LK0054
 LK0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LK0054'3.1 MI E FROM HOLYOKE.
 LK0054'3.1 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE COURTHOUSE
 LK0054'AT HOLYOKE, PHILLIPS COUNTY, AT A DISTRICT SCHOOLHOUSE, AT THE
 LK0054'INTERSECTION OF T-ROADS LEADING NORTH AND SOUTH, 60 FEET SOUTH OF
 LK0054'THE CENTER LINE OF THE HIGHWAY, 20 FEET WEST OF THE CENTER LINE OF
 LK0054'THE T-ROAD LEADING SOUTH, AND 6 FEET SOUTH OF A FENCE CORNER.  A
 LK0054'STANDARD DISK, STAMPED B 213 1934 AND SET IN THE TOP OF A CONCRETE
 LK0054'POST.
 LK0054
 LK0054                          STATION RECOVERY (1941)
 LK0054
 LK0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LK0054'RECOVERED IN GOOD CONDITION.
 LK0054
 LK0054                          STATION RECOVERY (1991)
 LK0054
 LK0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LK0054'3.1 MI (4.99 KM) EAST ALONG U.S. HIGHWAY 6 FROM THE COURTHOUSE AT
 LK0054'HOLYOKE, AT AN INTERSECTION IN THE SOUTHWEST CORNER, 72 FT (21.95 M)
 LK0054'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 28 FT (8.53 M) WEST OF THE
 LK0054'CENTER LINE OF ROAD 45, 6 FT (1.83 M) SOUTH OF A FENCE CORNER AND
 LK0054'RIGHT-OF-WAY MARKER AND 0.8 FT (0.24 M) NORTH OF A WITNESS POST.
 LK0054
 LK0054                          STATION RECOVERY (2006)
 LK0054
 LK0054'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JWT)
 LK0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0129 ***********************************************************************
 HK0129  DESIGNATION -  B 22
 HK0129  PID         -  HK0129
 HK0129  STATE/COUNTY-  CO/HUERFANO
 HK0129  USGS QUAD   -  WALSENBURG NORTH (1963)
 HK0129
 HK0129                         *CURRENT SURVEY CONTROL
 HK0129  ___________________________________________________________________
 HK0129* NAD 83(1986)-  37 41 12.     (N)    104 46 01.     (W)     SCALED    
 HK0129* NAVD 88     -      1830.711  (meters)    6006.26   (feet)  ADJUSTED  
 HK0129  ___________________________________________________________________
 HK0129  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 HK0129  DYNAMIC HT  -        1828.568 (meters)    5999.23  (feet)  COMP
 HK0129  MODELED GRAV-     979,394.5   (mgal)                       NAVD 88
 HK0129
 HK0129  VERT ORDER  -  FIRST     CLASS II
 HK0129
 HK0129.The horizontal coordinates were scaled from a topographic map and have
 HK0129.an estimated accuracy of +/- 6 seconds.
 HK0129
 HK0129.The orthometric height was determined by differential leveling
 HK0129.and adjusted by the National Geodetic Survey in June 1991..
 HK0129
 HK0129.The geoid height was determined by GEOID03.
 HK0129
 HK0129.The dynamic height is computed by dividing the NAVD 88
 HK0129.geopotential number by the normal gravity value computed on the
 HK0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0129.degrees latitude (g = 980.6199 gals.).
 HK0129
 HK0129.The modeled gravity was interpolated from observed gravity values.
 HK0129
 HK0129;                    North         East    Units  Estimated Accuracy
 HK0129;SPC CO S     -   418,260.      979,060.      MT  (+/- 180 meters Scaled)
 HK0129
 HK0129                          SUPERSEDED SURVEY CONTROL
 HK0129
 HK0129  NGVD 29 (??/??/92) 1829.726  (m)         6003.03   (f) ADJ UNCH    1 2
 HK0129
 HK0129.Superseded values are not recommended for survey control.
 HK0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0129.See file dsdata.txt to determine how the superseded data were derived.
 HK0129
 HK0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB205710(NAD 83)
 HK0129_MARKER: DB = BENCH MARK DISK
 HK0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0129_STAMPING: 6003.026 B 22 1929
 HK0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0129+STABILITY: SURFACE MOTION
 HK0129
 HK0129  HISTORY     - Date     Condition        Report By
 HK0129  HISTORY     - 1929     MONUMENTED       CGS
 HK0129  HISTORY     - 1963     MARK NOT FOUND   NGS
 HK0129
 HK0129                          STATION DESCRIPTION
 HK0129
 HK0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HK0129'5.5 MI N FROM WALSENBURG.
 HK0129'5.5 MILES NORTH ALONG THE COLORADO AND SOUTHERN RAILWAY FROM THE
 HK0129'STATION AT WALSENBURG, HUERFANO COUNTY, 425 FT NORTH OF THE SWITCH AT
 HK0129'THE SOUTH END OF THE SIDING AT SANDY, 75 FEET SOUTH OF THE SOUTH END
 HK0129'OF THE STATION, 91 FEET NORTH OF MILEPOST 166, 57 FEET WEST OF THE
 HK0129'CENTERLINE OF THE WEST MAIN TRACK, 43 FEET WEST OF THE CENTERLINE
 HK0129'OF THE SIDE TRACK, 24 FEET EAST OF A DIRT ROAD, 5.5 FEET EAST OF THE
 HK0129'WEST RIGHT-OF-WAY FENCE, 1-1/2 FEET HIGHER THAN THE TRACK, AND BURIED
 HK0129'2.5 FEET IN THE SAND.  A STANDARD DISK, STAMPED 6003.026 B 22 1929
 HK0129'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0177 ***********************************************************************
 KK0177  DESIGNATION -  B 23
 KK0177  PID         -  KK0177
 KK0177  STATE/COUNTY-  CO/DOUGLAS
 KK0177  USGS QUAD   -  GREENLAND (1969)
 KK0177
 KK0177                         *CURRENT SURVEY CONTROL
 KK0177  ___________________________________________________________________
 KK0177* NAD 83(1986)-  39 09 27.     (N)    104 52 30.     (W)     SCALED    
 KK0177* NAVD 88     -      2140.623  (meters)    7023.03   (feet)  ADJUSTED  
 KK0177  ___________________________________________________________________
 KK0177  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 KK0177  DYNAMIC HT  -        2138.236 (meters)    7015.20  (feet)  COMP
 KK0177  MODELED GRAV-     979,435.7   (mgal)                       NAVD 88
 KK0177
 KK0177  VERT ORDER  -  FIRST     CLASS II
 KK0177
 KK0177.The horizontal coordinates were scaled from a topographic map and have
 KK0177.an estimated accuracy of +/- 6 seconds.
 KK0177
 KK0177.The orthometric height was determined by differential leveling
 KK0177.and adjusted by the National Geodetic Survey in June 1991..
 KK0177
 KK0177.The geoid height was determined by GEOID03.
 KK0177
 KK0177.The dynamic height is computed by dividing the NAVD 88
 KK0177.geopotential number by the normal gravity value computed on the
 KK0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0177.degrees latitude (g = 980.6199 gals.).
 KK0177
 KK0177.The modeled gravity was interpolated from observed gravity values.
 KK0177
 KK0177;                    North         East    Units  Estimated Accuracy
 KK0177;SPC CO C     -   451,980.      968,420.      MT  (+/- 180 meters Scaled)
 KK0177
 KK0177                          SUPERSEDED SURVEY CONTROL
 KK0177
 KK0177  NGVD 29 (??/??/92) 2139.404  (m)         7019.03   (f) ADJ UNCH    1 2
 KK0177
 KK0177.Superseded values are not recommended for survey control.
 KK0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0177.See file dsdata.txt to determine how the superseded data were derived.
 KK0177
 KK0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED108342(NAD 83)
 KK0177_MARKER: DB = BENCH MARK DISK
 KK0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0177_STAMPING: B 23 1929
 KK0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0177+STABILITY: SURFACE MOTION
 KK0177
 KK0177  HISTORY     - Date     Condition        Report By
 KK0177  HISTORY     - 1929     MONUMENTED       CGS
 KK0177  HISTORY     - 1954     GOOD             NGS
 KK0177
 KK0177                          STATION DESCRIPTION
 KK0177
 KK0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0177'2.9 MI N FROM PALMER LAKE.
 KK0177'2.9 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KK0177'FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT PALMER
 KK0177'LAKE, 0.8 MILE NORTH OF AN ABANDONED ATCHISON, TOPEKA AND SANTA FE
 KK0177'RAILROAD BRIDGE, 58 FEET SOUTHEAST OF MILEPOST 49, 47.6 FEET EAST
 KK0177'OF THE EAST RAIL, 1.4 FEET WEST OF A FENCE, 2.6 FEET NORTH OF A
 KK0177'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 KK0177'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0234 ***********************************************************************
 JK0234  DESIGNATION -  B 24
 JK0234  PID         -  JK0234
 JK0234  STATE/COUNTY-  CO/EL PASO
 JK0234  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK0234
 JK0234                         *CURRENT SURVEY CONTROL
 JK0234  ___________________________________________________________________
 JK0234* NAD 83(1986)-  38 51 32.     (N)    104 46 32.     (W)     SCALED    
 JK0234* NAVD 88     -      1899.344  (meters)    6231.43   (feet)  ADJUSTED  
 JK0234  ___________________________________________________________________
 JK0234  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 JK0234  DYNAMIC HT  -        1897.269 (meters)    6224.62  (feet)  COMP
 JK0234  MODELED GRAV-     979,468.3   (mgal)                       NAVD 88
 JK0234
 JK0234  VERT ORDER  -  FIRST     CLASS II
 JK0234
 JK0234.The horizontal coordinates were scaled from a topographic map and have
 JK0234.an estimated accuracy of +/- 6 seconds.
 JK0234
 JK0234.The orthometric height was determined by differential leveling
 JK0234.and adjusted by the National Geodetic Survey in June 1991..
 JK0234
 JK0234.The geoid height was determined by GEOID03.
 JK0234
 JK0234.The dynamic height is computed by dividing the NAVD 88
 JK0234.geopotential number by the normal gravity value computed on the
 JK0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0234.degrees latitude (g = 980.6199 gals.).
 JK0234
 JK0234.The modeled gravity was interpolated from observed gravity values.
 JK0234
 JK0234;                    North         East    Units  Estimated Accuracy
 JK0234;SPC CO C     -   418,900.      977,280.      MT  (+/- 180 meters Scaled)
 JK0234
 JK0234                          SUPERSEDED SURVEY CONTROL
 JK0234
 JK0234  NGVD 29 (??/??/92) 1898.253  (m)         6227.85   (f) ADJ UNCH    1 2
 JK0234
 JK0234.Superseded values are not recommended for survey control.
 JK0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0234.See file dsdata.txt to determine how the superseded data were derived.
 JK0234
 JK0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED194011(NAD 83)
 JK0234_MARKER: DB = BENCH MARK DISK
 JK0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0234_STAMPING: B 24 1929
 JK0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0234+STABILITY: SURFACE MOTION
 JK0234
 JK0234  HISTORY     - Date     Condition        Report By
 JK0234  HISTORY     - 1929     MONUMENTED       CGS
 JK0234  HISTORY     - 1953     GOOD             NGS
 JK0234  HISTORY     - 19970805 MARK NOT FOUND   USPSQD
 JK0234  HISTORY     - 20020119 MARK NOT FOUND   USPSQD
 JK0234
 JK0234                          STATION DESCRIPTION
 JK0234
 JK0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0234'5.6 MI NE FROM COLORADO SPRINGS.
 JK0234'2.35 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0234'FROM THE STATION AT COLORADO SPRINGS, THENCE 3.25 MILES EAST ALONG
 JK0234'THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD, 300 FEET EAST OF
 JK0234'MILEPOST 604, 46.7 FEET SOUTH OF THE SOUTH RAIL, 30.7 FEET SOUTHWEST
 JK0234'OF THE WEST END OF A SIDE TRACK, 6 FEET WEST OF A TELEPHONE POLE,
 JK0234'2.3 FEET NORTH OF A FENCE, 4.3 FEET SOUTH OF A WITNESS POST, 4 FEET
 JK0234'ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH
 JK0234'IS FLUSH WITH THE GROUND.
 JK0234
 JK0234                          STATION RECOVERY (1997)
 JK0234
 JK0234'RECOVERY NOTE BY US POWER SQUADRON 1997
 JK0234'MARK NOT FOUND.
 JK0234
 JK0234                          STATION RECOVERY (2002)
 JK0234
 JK0234'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 JK0234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0226 ***********************************************************************
 KJ0226  DESIGNATION -  B 25
 KJ0226  PID         -  KJ0226
 KJ0226  STATE/COUNTY-  CO/LINCOLN
 KJ0226  USGS QUAD   -  LIMON (1970)
 KJ0226
 KJ0226                         *CURRENT SURVEY CONTROL
 KJ0226  ___________________________________________________________________
 KJ0226* NAD 83(1986)-  39 15 40.     (N)    103 41 25.     (W)     SCALED    
 KJ0226* NAVD 88     -      1636.107  (meters)    5367.79   (feet)  ADJUSTED  
 KJ0226  ___________________________________________________________________
 KJ0226  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 KJ0226  DYNAMIC HT  -        1634.538 (meters)    5362.65  (feet)  COMP
 KJ0226  MODELED GRAV-     979,610.1   (mgal)                       NAVD 88
 KJ0226
 KJ0226  VERT ORDER  -  FIRST     CLASS II
 KJ0226
 KJ0226.The horizontal coordinates were scaled from a topographic map and have
 KJ0226.an estimated accuracy of +/- 6 seconds.
 KJ0226
 KJ0226.The orthometric height was determined by differential leveling
 KJ0226.and adjusted by the National Geodetic Survey in June 1991..
 KJ0226.WARNING-Repeat measurements at this control monument indicate possible
 KJ0226.vertical movement.
 KJ0226
 KJ0226.The geoid height was determined by GEOID03.
 KJ0226
 KJ0226.The dynamic height is computed by dividing the NAVD 88
 KJ0226.geopotential number by the normal gravity value computed on the
 KJ0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0226.degrees latitude (g = 980.6199 gals.).
 KJ0226
 KJ0226.The modeled gravity was interpolated from observed gravity values.
 KJ0226
 KJ0226;                    North         East    Units  Estimated Accuracy
 KJ0226;SPC CO C     -   464,850.    1,070,570.      MT  (+/- 180 meters Scaled)
 KJ0226
 KJ0226                          SUPERSEDED SURVEY CONTROL
 KJ0226
 KJ0226  NGVD 29 (??/??/92) 1635.305  (m)         5365.16   (f) ADJ UNCH    1 2
 KJ0226
 KJ0226.Superseded values are not recommended for survey control.
 KJ0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0226.See file dsdata.txt to determine how the superseded data were derived.
 KJ0226
 KJ0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD129465(NAD 83)
 KJ0226_MARKER: DB = BENCH MARK DISK
 KJ0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0226_STAMPING: B 25 1929
 KJ0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0226+STABILITY: SURFACE MOTION
 KJ0226
 KJ0226  HISTORY     - Date     Condition        Report By
 KJ0226  HISTORY     - 1929     MONUMENTED       CGS
 KJ0226  HISTORY     - 1970     GOOD             NGS
 KJ0226
 KJ0226                          STATION DESCRIPTION
 KJ0226
 KJ0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KJ0226'0.2 MI NW FROM LIMON.
 KJ0226'LIMON, LINCOLN COUNTY, ON THE UNION PACIFIC RR, 0.2 MILE NW FROM THE
 KJ0226'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION, 170 FEET SE OF
 KJ0226'THE SE END OF ROBINSON GRAIN CO. BUILDING, 100 FEET WEST OF THE NW
 KJ0226'CORNER OF THE SECTION HOUSE, 42 FEET N. OF THE N. RAIL, ABOUT 2 FEET
 KJ0226'HIGHER THAN THE MAIN TRACK, A STANDARD DISK STAMPED B 25 1929, SET
 KJ0226'IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0295 ***********************************************************************
 JK0295  DESIGNATION -  B 255 RESET
 JK0295  PID         -  JK0295
 JK0295  STATE/COUNTY-  CO/EL PASO
 JK0295  USGS QUAD   -  MOUNT PITTSBURG (1994)
 JK0295
 JK0295                         *CURRENT SURVEY CONTROL
 JK0295  ___________________________________________________________________
 JK0295* NAD 83(1986)-  38 34 44.     (N)    104 55 36.     (W)     SCALED    
 JK0295* NAVD 88     -      1949.48   (meters)    6395.9    (feet)  RESET     
 JK0295  ___________________________________________________________________
 JK0295  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 JK0295
 JK0295  VERT ORDER  -  THIRD
 JK0295
 JK0295.The horizontal coordinates were scaled from a topographic map and have
 JK0295.an estimated accuracy of +/- 6 seconds.
 JK0295
 JK0295.The orthometric height was computed from unverified reset data.
 JK0295.No vertical observational check was made to the station.
 JK0295
 JK0295.The geoid height was determined by GEOID03.
 JK0295
 JK0295;                    North         East    Units  Estimated Accuracy
 JK0295;SPC CO C     -   387,720.      964,360.      MT  (+/- 180 meters Scaled)
 JK0295
 JK0295                          SUPERSEDED SURVEY CONTROL
 JK0295
 JK0295  NGVD 29 (??/??/??) 1948.43   (m)         6392.5    (f) RESET       3  
 JK0295
 JK0295.Superseded values are not recommended for survey control.
 JK0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0295.See file dsdata.txt to determine how the superseded data were derived.
 JK0295
 JK0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC063700(NAD 83)
 JK0295_MARKER: DD = SURVEY DISK
 JK0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0295_STAMPING: B 255 1938 RESET 1945
 JK0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0295+STABILITY: SURFACE MOTION
 JK0295
 JK0295  HISTORY     - Date     Condition        Report By
 JK0295  HISTORY     - 1945     MONUMENTED       CODH
 JK0295  HISTORY     - 1984     MARK NOT FOUND   NGS
 JK0295
 JK0295                          STATION DESCRIPTION
 JK0295
 JK0295'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1945
 JK0295'22.1 MI S FROM COLORADO SPRINGS.
 JK0295'BECAUSE OF NEW HIGHWAY CONSTRUCTION IT WAS FOUND NECESSARY TO MOVE
 JK0295'THIS BENCH MARK 50.5 FEET EAST, AND THE NEW LOCATION IS 56.5 FEET
 JK0295'EAST OF THE CENTERLINE OF THE NEW HIGHWAY.  THE ELEVATION OF THE
 JK0295'MARK IN THE NEW LOCATION IS 1.340 FEET LOWER THAN THE ORIGINAL
 JK0295'ELEVATION.  ORIGINAL DESCRIPTION -22.1 MILES SOUTH ALONG U.S.
 JK0295'HIGHWAY 85 FROM THE POST OFFICE AT COLORADO SPRINGS, THENCE
 JK0295'19.6 MILES SOUTH ALONG STATE
 JK0295'HIGHWAY 115, 70 FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM TWO
 JK0295'MAILBOXES, AND 35 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A
 JK0295'STANDARD DISK, STAMPED B 255 1938 AND SET IN THE TOP OF A CONCRETE
 JK0295'POST.
 JK0295
 JK0295                          STATION RECOVERY (1984)
 JK0295
 JK0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0278 ***********************************************************************
 JJ0278  DESIGNATION -  B 256
 JJ0278  PID         -  JJ0278
 JJ0278  STATE/COUNTY-  CO/CHEYENNE
 JJ0278  USGS QUAD   -  SORRENTO (1982)
 JJ0278
 JJ0278                         *CURRENT SURVEY CONTROL
 JJ0278  ___________________________________________________________________
 JJ0278* NAD 83(1986)-  38 48 03.     (N)    102 57 35.     (W)     SCALED    
 JJ0278* NAVD 88     -      1347.928  (meters)    4422.33   (feet)  ADJUSTED  
 JJ0278  ___________________________________________________________________
 JJ0278  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 JJ0278  DYNAMIC HT  -        1346.644 (meters)    4418.11  (feet)  COMP
 JJ0278  MODELED GRAV-     979,628.5   (mgal)                       NAVD 88
 JJ0278
 JJ0278  VERT ORDER  -  FIRST     CLASS II
 JJ0278
 JJ0278.The horizontal coordinates were scaled from a topographic map and have
 JJ0278.an estimated accuracy of +/- 6 seconds.
 JJ0278
 JJ0278.The orthometric height was determined by differential leveling
 JJ0278.and adjusted by the National Geodetic Survey in June 1991..
 JJ0278
 JJ0278.The geoid height was determined by GEOID03.
 JJ0278
 JJ0278.The dynamic height is computed by dividing the NAVD 88
 JJ0278.geopotential number by the normal gravity value computed on the
 JJ0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0278.degrees latitude (g = 980.6199 gals.).
 JJ0278
 JJ0278.The modeled gravity was interpolated from observed gravity values.
 JJ0278
 JJ0278;                    North         East    Units  Estimated Accuracy
 JJ0278;SPC CO C     -   415,290.    1,135,030.      MT  (+/- 180 meters Scaled)
 JJ0278
 JJ0278                          SUPERSEDED SURVEY CONTROL
 JJ0278
 JJ0278  NGVD 29 (??/??/92) 1347.315  (m)         4420.32   (f) ADJ UNCH    1 2
 JJ0278
 JJ0278.Superseded values are not recommended for survey control.
 JJ0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0278.See file dsdata.txt to determine how the superseded data were derived.
 JJ0278
 JJ0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC771966(NAD 83)
 JJ0278_MARKER: DB = BENCH MARK DISK
 JJ0278_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0278_SP_SET: STONE CULVERT
 JJ0278_STAMPING: B 256 1938
 JJ0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0278
 JJ0278  HISTORY     - Date     Condition        Report By
 JJ0278  HISTORY     - 1938     MONUMENTED       CGS
 JJ0278
 JJ0278                          STATION DESCRIPTION
 JJ0278
 JJ0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JJ0278'3 MI SE FROM WILD HORSE.
 JJ0278'3.0 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JJ0278'STATION AT WILD HORSE, CHEYENNE COUNTY, 0.2 MILE WEST OF
 JJ0278'MILEPOST 497, 215 FEET SOUTH OF U.S. HIGHWAY 40, AND IN THE
 JJ0278'TOP OF STONE CULVERT 497.25.  A STANDARD DISK, STAMPED B 256
 JJ0278'1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0192 ***********************************************************************
 KJ0192  DESIGNATION -  B 257
 KJ0192  PID         -  KJ0192
 KJ0192  STATE/COUNTY-  CO/LINCOLN
 KJ0192  USGS QUAD   -  HUGO (1980)
 KJ0192
 KJ0192                         *CURRENT SURVEY CONTROL
 KJ0192  ___________________________________________________________________
 KJ0192* NAD 83(1992)-  39 07 39.83733(N)    103 27 05.56952(W)     ADJUSTED  
 KJ0192* NAVD 88     -      1528.839  (meters)    5015.87   (feet)  ADJUSTED  
 KJ0192  ___________________________________________________________________
 KJ0192  X           -  -1,152,777.383 (meters)                     COMP
 KJ0192  Y           -  -4,819,615.035 (meters)                     COMP
 KJ0192  Z           -   4,004,279.104 (meters)                     COMP
 KJ0192  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 KJ0192  ELLIP HEIGHT-        1508.21  (meters)          (12/03/02) GPS OBS
 KJ0192  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 KJ0192  DYNAMIC HT  -        1527.361 (meters)    5011.02  (feet)  COMP
 KJ0192  MODELED GRAV-     979,607.4   (mgal)                       NAVD 88
 KJ0192
 KJ0192  HORZ ORDER  -  FIRST
 KJ0192  VERT ORDER  -  FIRST     CLASS II
 KJ0192  ELLP ORDER  -  FOURTH    CLASS II
 KJ0192
 KJ0192.The horizontal coordinates were established by GPS observations
 KJ0192.and adjusted by the National Geodetic Survey in May 1995..
 KJ0192
 KJ0192.The orthometric height was determined by differential leveling
 KJ0192.and adjusted by the National Geodetic Survey in June 1991..
 KJ0192
 KJ0192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KJ0192
 KJ0192.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0192
 KJ0192.The ellipsoidal height was determined by GPS observations
 KJ0192.and is referenced to NAD 83.
 KJ0192
 KJ0192.The geoid height was determined by GEOID03.
 KJ0192
 KJ0192.The dynamic height is computed by dividing the NAVD 88
 KJ0192.geopotential number by the normal gravity value computed on the
 KJ0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0192.degrees latitude (g = 980.6199 gals.).
 KJ0192
 KJ0192.The modeled gravity was interpolated from observed gravity values.
 KJ0192
 KJ0192;                    North         East     Units Scale Factor Converg.
 KJ0192;SPC CO C     -   450,485.159 1,091,506.103   MT  0.99993602   +1 17 31.0
 KJ0192;SPC CO C     - 1,477,966.73  3,581,049.61   sFT  0.99993602   +1 17 31.0
 KJ0192;UTM  13      - 4,332,092.850   633,845.194   MT  0.99982058   +0 58 38.3
 KJ0192
 KJ0192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0192!SPC CO C     -   0.99976343  x   0.99993602  =   0.99969946
 KJ0192!UTM  13      -   0.99976343  x   0.99982058  =   0.99958405
 KJ0192
 KJ0192                          SUPERSEDED SURVEY CONTROL
 KJ0192
 KJ0192  ELLIP H (05/23/95) 1508.22   (m)                       GP(       ) 3 1
 KJ0192  ELLIP H (03/31/95) 1508.22   (m)                       GP(       ) 3 2
 KJ0192  NAVD 88 (05/23/95) 1528.84   (m)         5015.9    (f) LEVELING    3  
 KJ0192  NGVD 29 (??/??/92) 1528.079  (m)         5013.37   (f) ADJ UNCH    1 2
 KJ0192
 KJ0192.Superseded values are not recommended for survey control.
 KJ0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0192.See file dsdata.txt to determine how the superseded data were derived.
 KJ0192
 KJ0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD3384532093(NAD 83)
 KJ0192_MARKER: DB = BENCH MARK DISK
 KJ0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0192_STAMPING: B 257 1938
 KJ0192_MARK LOGO: CGS   
 KJ0192_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KJ0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0192+STABILITY: SURFACE MOTION
 KJ0192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0192+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1993
 KJ0192
 KJ0192  HISTORY     - Date     Condition        Report By
 KJ0192  HISTORY     - 1938     MONUMENTED       CGS
 KJ0192  HISTORY     - 19920827 GOOD             NGS
 KJ0192  HISTORY     - 19930720 GOOD             CODOT
 KJ0192
 KJ0192                          STATION DESCRIPTION
 KJ0192
 KJ0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KJ0192'1.2 MI SE FROM HUGO.
 KJ0192'1.2 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KJ0192'AT HUGO, LINCOLN COUNTY, 6 1/2 POLES EAST OF AN ANGLE IN A ROW OF
 KJ0192'POLES, IN LINE WITH THE ROW OF POLES LEADING WEST FROM THE ANGLE,
 KJ0192'160 FEET SOUTH OF U.S. HIGHWAY 40, AND 13 FEET SOUTH OF A FENCE.
 KJ0192'A STANDARD DISK, STAMPED B 257 1938 AND SET IN THE TOP OF A CONCRETE
 KJ0192'POST.
 KJ0192
 KJ0192                          STATION RECOVERY (1992)
 KJ0192
 KJ0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RSC)
 KJ0192'THE STATION IS LOCATED ABOUT 17.2 MI (27.7 KM) SOUTHEAST OF LIMON, 1.1
 KJ0192'MI (1.8 KM) SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 40 AND COUNTY
 KJ0192'ROAD 109 IN HUGO, ALONG U.S. HIGHWAY 40, IN THE NORTHEAST 1/4 OF
 KJ0192'SECTION 4, T 11 S, R 54 W, AT U.S. HIGHWAY 40 MILEPOST 400.25.
 KJ0192'OWNERSHIP--UNION PACIFIC RAILROAD.
 KJ0192' 
 KJ0192'TO REACH THE STATION FROM THE EAST JUNCTION OF U.S. HIGHWAYS 24, 40,
 KJ0192'287, AND INTERSTATE 70, GO SOUTHEAST ON U.S. HIGHWAY 40 FOR 14.25 MI
 KJ0192'(22.93 KM) TO THE STATION ON THE RIGHT.
 KJ0192' 
 KJ0192'THE STATION IS A BRASS DISK IN A CONCRETE POST 0.2 FT (0.1 M) ABOVE
 KJ0192'THE GROUND.  IT IS 178.4 FT (54.4 M) SOUTHWEST OF THE CENTERLINE OF
 KJ0192'U.S. HIGHWAY 40, 13.8 FT (4.2 M) SOUTHWEST OF THE SOUTH RIGHT-OF-WAY
 KJ0192'FENCE OF U.S.. HIGHWAY 40, 182.7 FT (55.7 M) NORTHEAST OF THE
 KJ0192'NORTHEAST RAIL OF THE UNION PACIFIC RAILROAD TRACKS, 13.8 FT (4.2 M)
 KJ0192'SOUTHWEST OF A FIBERGLASS WITNESS POST, AND 1.5 FT (0.5 M)
 KJ0192'EAST-SOUTHEAST OF A FIBERGLASS WITNESS POST.
 KJ0192
 KJ0192                          STATION RECOVERY (1993)
 KJ0192
 KJ0192'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1993 (KAW)
 KJ0192'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0245 ***********************************************************************
 KJ0245  DESIGNATION -  B 258
 KJ0245  PID         -  KJ0245
 KJ0245  STATE/COUNTY-  CO/ELBERT
 KJ0245  USGS QUAD   -  AGATE (1970)
 KJ0245
 KJ0245                         *CURRENT SURVEY CONTROL
 KJ0245  ___________________________________________________________________
 KJ0245* NAD 83(1986)-  39 26 00.     (N)    103 55 21.     (W)     SCALED    
 KJ0245* NAVD 88     -      1691.830  (meters)    5550.61   (feet)  ADJUSTED  
 KJ0245  ___________________________________________________________________
 KJ0245  GEOID HEIGHT-         -18.99  (meters)                     GEOID03
 KJ0245  DYNAMIC HT  -        1690.226 (meters)    5545.35  (feet)  COMP
 KJ0245  MODELED GRAV-     979,618.2   (mgal)                       NAVD 88
 KJ0245
 KJ0245  VERT ORDER  -  FIRST     CLASS II
 KJ0245
 KJ0245.The horizontal coordinates were scaled from a topographic map and have
 KJ0245.an estimated accuracy of +/- 6 seconds.
 KJ0245
 KJ0245.The orthometric height was determined by differential leveling
 KJ0245.and adjusted by the National Geodetic Survey in June 1991..
 KJ0245
 KJ0245.The geoid height was determined by GEOID03.
 KJ0245
 KJ0245.The dynamic height is computed by dividing the NAVD 88
 KJ0245.geopotential number by the normal gravity value computed on the
 KJ0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0245.degrees latitude (g = 980.6199 gals.).
 KJ0245
 KJ0245.The modeled gravity was interpolated from observed gravity values.
 KJ0245
 KJ0245;                    North         East    Units  Estimated Accuracy
 KJ0245;SPC CO C     -   483,590.    1,050,200.      MT  (+/- 180 meters Scaled)
 KJ0245
 KJ0245                          SUPERSEDED SURVEY CONTROL
 KJ0245
 KJ0245  NGVD 29 (??/??/92) 1690.989  (m)         5547.85   (f) ADJ UNCH    1 2
 KJ0245
 KJ0245.Superseded values are not recommended for survey control.
 KJ0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0245.See file dsdata.txt to determine how the superseded data were derived.
 KJ0245
 KJ0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED927654(NAD 83)
 KJ0245_MARKER: DB = BENCH MARK DISK
 KJ0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0245_STAMPING: B 258 1938
 KJ0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0245+STABILITY: SURFACE MOTION
 KJ0245
 KJ0245  HISTORY     - Date     Condition        Report By
 KJ0245  HISTORY     - 1938     MONUMENTED       CGS
 KJ0245
 KJ0245                          STATION DESCRIPTION
 KJ0245
 KJ0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KJ0245'2.2 MI SE FROM AGATE.
 KJ0245'2.2 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KJ0245'STATION AT AGATE, ELBERT COUNTY, AT MILEPOST 570, 130 FEET SOUTH OF
 KJ0245'THE CENTERLINE OF U.S. HIGHWAY 40, AND 90 FEET NORTH OF THE TRACK.
 KJ0245'A STANDARD DISK, STAMPED B 258 1938 AND SET IN THE TOP OF A CONCRETE
 KJ0245'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0026 ***********************************************************************
 KK0026  DESIGNATION -  B 259
 KK0026  PID         -  KK0026
 KK0026  STATE/COUNTY-  CO/ARAPAHOE
 KK0026  USGS QUAD   -  STRASBURG (1978)
 KK0026
 KK0026                         *CURRENT SURVEY CONTROL
 KK0026  ___________________________________________________________________
 KK0026* NAD 83(1986)-  39 44 07.     (N)    104 21 02.     (W)     SCALED    
 KK0026* NAVD 88     -      1643.944  (meters)    5393.51   (feet)  ADJUSTED  
 KK0026  ___________________________________________________________________
 KK0026  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 KK0026  DYNAMIC HT  -        1642.419 (meters)    5388.50  (feet)  COMP
 KK0026  MODELED GRAV-     979,640.6   (mgal)                       NAVD 88
 KK0026
 KK0026  VERT ORDER  -  FIRST     CLASS II
 KK0026
 KK0026.The horizontal coordinates were scaled from a topographic map and have
 KK0026.an estimated accuracy of +/- 6 seconds.
 KK0026
 KK0026.The orthometric height was determined by differential leveling
 KK0026.and adjusted by the National Geodetic Survey in June 1991..
 KK0026
 KK0026.The geoid height was determined by GEOID03.
 KK0026
 KK0026.The dynamic height is computed by dividing the NAVD 88
 KK0026.geopotential number by the normal gravity value computed on the
 KK0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0026.degrees latitude (g = 980.6199 gals.).
 KK0026
 KK0026.The modeled gravity was interpolated from observed gravity values.
 KK0026
 KK0026;                    North         East    Units  Estimated Accuracy
 KK0026;SPC CO C     -   516,560.    1,012,930.      MT  (+/- 180 meters Scaled)
 KK0026
 KK0026                          SUPERSEDED SURVEY CONTROL
 KK0026
 KK0026  NGVD 29 (??/??/92) 1643.066  (m)         5390.63   (f) ADJ UNCH    1 2
 KK0026
 KK0026.Superseded values are not recommended for survey control.
 KK0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0026.See file dsdata.txt to determine how the superseded data were derived.
 KK0026
 KK0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED556985(NAD 83)
 KK0026_MARKER: DB = BENCH MARK DISK
 KK0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0026_STAMPING: B 259 1938
 KK0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0026+STABILITY: SURFACE MOTION
 KK0026
 KK0026  HISTORY     - Date     Condition        Report By
 KK0026  HISTORY     - 1938     MONUMENTED       CGS
 KK0026
 KK0026                          STATION DESCRIPTION
 KK0026
 KK0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KK0026'1.2 MI NW FROM STRASBURG.
 KK0026'1.2 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KK0026'STATION AT STRASBURG, ARAPAHOE COUNTY, ABOUT 1/4 MILE SOUTH OF
 KK0026'U.S. HIGHWAY 40, AT MILEPOST 604, ONE POLE WEST OF A POINT ABOUT
 KK0026'100 FEET NORTH OF A STRASBURG-ONE-MILE SIGN, AND 90 FEET NORTH
 KK0026'OF THE TRACK.  A STANDARD DISK, STAMPED B 259 1938 AND SET IN
 KK0026'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0283 ***********************************************************************
 JJ0283  DESIGNATION -  B 26
 JJ0283  PID         -  JJ0283
 JJ0283  STATE/COUNTY-  CO/CHEYENNE
 JJ0283  USGS QUAD   -  EUREKA CREEK SOUTH (1982)
 JJ0283
 JJ0283                         *CURRENT SURVEY CONTROL
 JJ0283  ___________________________________________________________________
 JJ0283* NAD 83(1986)-  38 47 55.     (N)    102 38 09.     (W)     SCALED    
 JJ0283* NAVD 88     -      1319.735  (meters)    4329.83   (feet)  ADJUSTED  
 JJ0283  ___________________________________________________________________
 JJ0283  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 JJ0283  DYNAMIC HT  -        1318.503 (meters)    4325.79  (feet)  COMP
 JJ0283  MODELED GRAV-     979,648.5   (mgal)                       NAVD 88
 JJ0283
 JJ0283  VERT ORDER  -  FIRST     CLASS II
 JJ0283
 JJ0283.The horizontal coordinates were scaled from a topographic map and have
 JJ0283.an estimated accuracy of +/- 6 seconds.
 JJ0283
 JJ0283.The orthometric height was determined by differential leveling
 JJ0283.and adjusted by the National Geodetic Survey in June 1991..
 JJ0283
 JJ0283.The geoid height was determined by GEOID03.
 JJ0283
 JJ0283.The dynamic height is computed by dividing the NAVD 88
 JJ0283.geopotential number by the normal gravity value computed on the
 JJ0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0283.degrees latitude (g = 980.6199 gals.).
 JJ0283
 JJ0283.The modeled gravity was interpolated from observed gravity values.
 JJ0283
 JJ0283;                    North         East    Units  Estimated Accuracy
 JJ0283;SPC CO C     -   415,880.    1,163,160.      MT  (+/- 180 meters Scaled)
 JJ0283
 JJ0283                          SUPERSEDED SURVEY CONTROL
 JJ0283
 JJ0283  NGVD 29 (??/??/92) 1319.177  (m)         4328.00   (f) ADJ UNCH    1 2
 JJ0283
 JJ0283.Superseded values are not recommended for survey control.
 JJ0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0283.See file dsdata.txt to determine how the superseded data were derived.
 JJ0283
 JJ0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC053970(NAD 83)
 JJ0283_MARKER: DB = BENCH MARK DISK
 JJ0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0283_STAMPING: B 26 1929
 JJ0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0283+STABILITY: SURFACE MOTION
 JJ0283
 JJ0283  HISTORY     - Date     Condition        Report By
 JJ0283  HISTORY     - 1929     MONUMENTED       CGS
 JJ0283  HISTORY     - 1934     GOOD             NGS
 JJ0283
 JJ0283                          STATION DESCRIPTION
 JJ0283
 JJ0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JJ0283'8.8 MI E FROM KIT CARSON.
 JJ0283'8.9 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 JJ0283'KIT CARSON, CHEYENNE COUNTY, 0.2 MILE EAST OF  MILEPOST 479, 362 FEET
 JJ0283'EAST OF THE CONCRETE BASE OF SIGNAL 478.9, 150 FEET SOUTH OF THE
 JJ0283'CENTERLINE OF THE TRACK, 100 FEET SOUTH OF THE RIGHT-OF-WAY FENCE,
 JJ0283'85 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 40, AT THE SOUTH
 JJ0283'EDGE OF AN OLD ROAD, AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A
 JJ0283'STANDARD DISK, STAMPED B 26 1929 AND SET IN THE TOP OF A CONCRETE
 JJ0283'POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0350 ***********************************************************************
 KK0350  DESIGNATION -  B 260
 KK0350  PID         -  KK0350
 KK0350  STATE/COUNTY-  CO/DENVER
 KK0350  USGS QUAD   -  COMMERCE CITY (1994)
 KK0350
 KK0350                         *CURRENT SURVEY CONTROL
 KK0350  ___________________________________________________________________
 KK0350* NAD 83(1986)-  39 45 44.     (N)    104 59 16.     (W)     SCALED    
 KK0350* NAVD 88     -      1578.363  (meters)    5178.35   (feet)  POSTED    
 KK0350  ___________________________________________________________________
 KK0350  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 KK0350  DYNAMIC HT  -        1576.860 (meters)    5173.41  (feet)  COMP
 KK0350  MODELED GRAV-     979,619.8   (mgal)                       NAVD 88
 KK0350
 KK0350  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0350
 KK0350.The horizontal coordinates were scaled from a topographic map and have
 KK0350.an estimated accuracy of +/- 6 seconds.
 KK0350
 KK0350.The orthometric height was determined by differential leveling
 KK0350.and adjusted by the National Geodetic Survey in 1992..
 KK0350.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0350.rate of 1.1 thru 2.0 mm/km.
 KK0350
 KK0350.The geoid height was determined by GEOID03.
 KK0350
 KK0350.The dynamic height is computed by dividing the NAVD 88
 KK0350.geopotential number by the normal gravity value computed on the
 KK0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0350.degrees latitude (g = 980.6199 gals.).
 KK0350
 KK0350.The modeled gravity was interpolated from observed gravity values.
 KK0350
 KK0350;                    North         East    Units  Estimated Accuracy
 KK0350;SPC CO C     -   519,050.      958,290.      MT  (+/- 180 meters Scaled)
 KK0350
 KK0350                          SUPERSEDED SURVEY CONTROL
 KK0350
 KK0350  NGVD 29 (??/??/92) 1577.447  (m)         5175.34   (f) ADJ UNCH    1 2
 KK0350
 KK0350.Superseded values are not recommended for survey control.
 KK0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0350.See file dsdata.txt to determine how the superseded data were derived.
 KK0350
 KK0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE010013(NAD 83)
 KK0350_MARKER: DB = BENCH MARK DISK
 KK0350_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0350_SP_SET: OVERPASS
 KK0350_STAMPING: B 260 1938
 KK0350_MARK LOGO: CGS   
 KK0350_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0350
 KK0350  HISTORY     - Date     Condition        Report By
 KK0350  HISTORY     - 1938     MONUMENTED       CGS
 KK0350  HISTORY     - 1956     GOOD             NGS
 KK0350  HISTORY     - 1957     MARK NOT FOUND   USGS
 KK0350  HISTORY     - 19910917 GOOD             NGS
 KK0350  HISTORY     - 20010303 GOOD             METRSC
 KK0350
 KK0350                          STATION DESCRIPTION
 KK0350
 KK0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KK0350'0.9 MI NE FROM DENVER.
 KK0350'0.9 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KK0350'UNION STATION AT DENVER, AT THE BROADWAY OVERPASS, 25.8 FEET
 KK0350'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK LEADING OUT
 KK0350'OF DENVER, 19.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF A SIDE
 KK0350'TRACK LEADING TO THE HUGH M. WOODS COMPANY LUMBER YARD, UNDER
 KK0350'THE SOUTH END OF THE 2ND STEEL SPAN SOUTH OF THE NORTH END OF
 KK0350'THE OVERPASS, SET IN THE TOP OF THE EAST CORNER OF THE NORTHEAST
 KK0350'CONCRETE FOOTING OF THE SOUTH END OF THE SPAN.
 KK0350
 KK0350                          STATION RECOVERY (1957)
 KK0350
 KK0350'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 KK0350'MARK NOT FOUND.
 KK0350
 KK0350                          STATION RECOVERY (1991)
 KK0350
 KK0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KK0350'0.9 MI (1.45 KM) NORTHEAST ALONG THE UNION PACIFIC RAILROAD STATION
 KK0350'AT DENVER, AT THE BROADWAY OVERPASS WHERE BROADWAY ENDS AND BRIGHTON
 KK0350'BOULEVARD BEGINS, 26 FT (7.92 M) NORTHWEST OF THE NORTHWEST RAIL OF
 KK0350'THE MAIN TRACK LEADING OUT OF DENVER, 19.6 FT (5.97 M) SOUTHEAST OF
 KK0350'THE SOUTHEAST RAIL OF A SIDE TRACK, UNDER THE SECOND STEEL SPAN SOUTH
 KK0350'OF THE NORTH END OF THE OVERPASS, SET IN THE TOP OF THE EAST CORNER
 KK0350'OF THE NORTHEAST CONCRETE FOOTING OF THE SOUTH END OF THE SPAN AND 4
 KK0350'FT (1.22 M) ABOVE GROUND.
 KK0350
 KK0350                          STATION RECOVERY (2001)
 KK0350
 KK0350'RECOVERY NOTE BY METROPOLITAN STATE COLLEGE OF DENVER 2001 (HWS)
 KK0350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0191 ***********************************************************************
 LL0191  DESIGNATION -  B 261
 LL0191  PID         -  LL0191
 LL0191  STATE/COUNTY-  CO/WELD
 LL0191  USGS QUAD   -  PLATTEVILLE (1975)
 LL0191
 LL0191                         *CURRENT SURVEY CONTROL
 LL0191  ___________________________________________________________________
 LL0191* NAD 83(1986)-  40 13 48.     (N)    104 49 13.     (W)     SCALED    
 LL0191* NAVD 88     -      1463.210  (meters)    4800.55   (feet)  POSTED    
 LL0191  ___________________________________________________________________
 LL0191  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 LL0191  DYNAMIC HT  -        1461.920 (meters)    4796.32  (feet)  COMP
 LL0191  MODELED GRAV-     979,692.9   (mgal)                       NAVD 88
 LL0191
 LL0191  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LL0191
 LL0191.The horizontal coordinates were scaled from a topographic map and have
 LL0191.an estimated accuracy of +/- 6 seconds.
 LL0191
 LL0191.The orthometric height was determined by differential leveling
 LL0191.and adjusted by the National Geodetic Survey in 1992..
 LL0191.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LL0191.rate of 1.1 thru 2.0 mm/km.
 LL0191
 LL0191.The geoid height was determined by GEOID03.
 LL0191
 LL0191.The dynamic height is computed by dividing the NAVD 88
 LL0191.geopotential number by the normal gravity value computed on the
 LL0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0191.degrees latitude (g = 980.6199 gals.).
 LL0191
 LL0191.The modeled gravity was interpolated from observed gravity values.
 LL0191
 LL0191;                    North         East    Units  Estimated Accuracy
 LL0191;SPC CO N     -   404,580.      972,250.      MT  (+/- 180 meters Scaled)
 LL0191
 LL0191                          SUPERSEDED SURVEY CONTROL
 LL0191
 LL0191  NGVD 29 (??/??/92) 1462.317  (m)         4797.62   (f) ADJ UNCH    1 2
 LL0191
 LL0191.Superseded values are not recommended for survey control.
 LL0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0191.See file dsdata.txt to determine how the superseded data were derived.
 LL0191
 LL0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE152533(NAD 83)
 LL0191_MARKER: DB = BENCH MARK DISK
 LL0191_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LL0191_SP_SET: BRIDGE
 LL0191_STAMPING: B 261 1939
 LL0191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0191
 LL0191  HISTORY     - Date     Condition        Report By
 LL0191  HISTORY     - 1939     MONUMENTED       CGS
 LL0191  HISTORY     - 1956     GOOD             NGS
 LL0191  HISTORY     - 1983     MARK NOT FOUND   NGS
 LL0191
 LL0191                          STATION DESCRIPTION
 LL0191
 LL0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0191'1.1 MI N FROM PLATTEVILLE.
 LL0191'1.1 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LL0191'AT PLATTEVILLE, 193 FEET WEST OF THE WEST RAIL, 149 FEET WEST OF
 LL0191'THE 5TH POLE SOUTH OF MILEPOST 36, 36 FEET EAST OF THE CENTER LINE
 LL0191'OF U.S. HIGHWAY 85, SET IN THE TOP OF THE NORTHEAST END OF THE
 LL0191'NORTHEAST WINGWALL OF THE NORTH ABUTMENT OF A CONCRETE HIGHWAY
 LL0191'BRIDGE, IN SECTION 18, TOWNSHIP 3 NORTH, RANGE 66 WEST.
 LL0191
 LL0191                          STATION RECOVERY (1983)
 LL0191
 LL0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0191'THERE IS NO LONGER A HIGHWAY BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0288 ***********************************************************************
 LL0288  DESIGNATION -  B 262
 LL0288  PID         -  LL0288
 LL0288  STATE/COUNTY-  CO/WELD
 LL0288  USGS QUAD   -  EATON (1975)
 LL0288
 LL0288                         *CURRENT SURVEY CONTROL
 LL0288  ___________________________________________________________________
 LL0288* NAD 83(1986)-  40 35 50.     (N)    104 44 12.     (W)     SCALED    
 LL0288* NAVD 88     -      1514.037  (meters)    4967.30   (feet)  ADJUSTED  
 LL0288  ___________________________________________________________________
 LL0288  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 LL0288  DYNAMIC HT  -        1512.771 (meters)    4963.15  (feet)  COMP
 LL0288  MODELED GRAV-     979,735.5   (mgal)                       NAVD 88
 LL0288
 LL0288  VERT ORDER  -  FIRST     CLASS II
 LL0288
 LL0288.The horizontal coordinates were scaled from a topographic map and have
 LL0288.an estimated accuracy of +/- 6 seconds.
 LL0288
 LL0288.The orthometric height was determined by differential leveling
 LL0288.and adjusted by the National Geodetic Survey in June 1991..
 LL0288.WARNING-Repeat measurements at this control monument indicate possible
 LL0288.vertical movement.
 LL0288
 LL0288.The geoid height was determined by GEOID03.
 LL0288
 LL0288.The dynamic height is computed by dividing the NAVD 88
 LL0288.geopotential number by the normal gravity value computed on the
 LL0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0288.degrees latitude (g = 980.6199 gals.).
 LL0288
 LL0288.The modeled gravity was interpolated from observed gravity values.
 LL0288
 LL0288;                    North         East    Units  Estimated Accuracy
 LL0288;SPC CO N     -   445,410.      979,010.      MT  (+/- 180 meters Scaled)
 LL0288
 LL0288                          SUPERSEDED SURVEY CONTROL
 LL0288
 LL0288  NGVD 29 (06/08/92) 1513.163  (m)         4964.44   (f) ADJUSTED    1 2
 LL0288
 LL0288.Superseded values are not recommended for survey control.
 LL0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0288.See file dsdata.txt to determine how the superseded data were derived.
 LL0288
 LL0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE222940(NAD 83)
 LL0288_MARKER: DB = BENCH MARK DISK
 LL0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0288_STAMPING: B 262 1939
 LL0288_MARK LOGO: CGS   
 LL0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0288+STABILITY: SURFACE MOTION
 LL0288
 LL0288  HISTORY     - Date     Condition        Report By
 LL0288  HISTORY     - 1939     MONUMENTED       CGS
 LL0288  HISTORY     - 1956     GOOD             NGS
 LL0288  HISTORY     - 1983     GOOD             NGS
 LL0288
 LL0288                          STATION DESCRIPTION
 LL0288
 LL0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0288'1 MI N FROM AULT.
 LL0288'1.0 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LL0288'AT AULT, AT A ROAD CROSSING, 89 FEET EAST OF THE 3RD POLE NORTH OF
 LL0288'MILEPOST 64, 46 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD,
 LL0288'45 FEET EAST OF THE EAST RAIL, 18 FEET NORTH OF A POWER POLE, 3.7
 LL0288'FEET WEST OF A FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP
 LL0288'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE
 LL0288'SOUTHEAST 1/4 OF SECTION 2, TOWNSHIP 7 NORTH, RANGE 66 WEST.
 LL0288
 LL0288                          STATION RECOVERY (1983)
 LL0288
 LL0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0288'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  19.9 KM
 LL0288'(12.35 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LL0288'IN GREELEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0326 ***********************************************************************
 LL0326  DESIGNATION -  B 263
 LL0326  PID         -  LL0326
 LL0326  STATE/COUNTY-  CO/WELD
 LL0326  USGS QUAD   -  CARR WEST (1975)
 LL0326
 LL0326                         *CURRENT SURVEY CONTROL
 LL0326  ___________________________________________________________________
 LL0326* NAD 83(1986)-  40 54 37.     (N)    104 52 46.     (W)     SCALED    
 LL0326* NAVD 88     -      1751.185  (meters)    5745.35   (feet)  ADJUSTED  
 LL0326  ___________________________________________________________________
 LL0326  GEOID HEIGHT-         -16.27  (meters)                     GEOID03
 LL0326  DYNAMIC HT  -        1749.676 (meters)    5740.40  (feet)  COMP
 LL0326  MODELED GRAV-     979,700.8   (mgal)                       NAVD 88
 LL0326
 LL0326  VERT ORDER  -  FIRST     CLASS II
 LL0326
 LL0326.The horizontal coordinates were scaled from a topographic map and have
 LL0326.an estimated accuracy of +/- 6 seconds.
 LL0326
 LL0326.The orthometric height was determined by differential leveling
 LL0326.and adjusted by the National Geodetic Survey in June 1991..
 LL0326
 LL0326.The geoid height was determined by GEOID03.
 LL0326
 LL0326.The dynamic height is computed by dividing the NAVD 88
 LL0326.geopotential number by the normal gravity value computed on the
 LL0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0326.degrees latitude (g = 980.6199 gals.).
 LL0326
 LL0326.The modeled gravity was interpolated from observed gravity values.
 LL0326
 LL0326;                    North         East    Units  Estimated Accuracy
 LL0326;SPC CO N     -   480,080.      966,680.      MT  (+/- 180 meters Scaled)
 LL0326
 LL0326                          SUPERSEDED SURVEY CONTROL
 LL0326
 LL0326  NGVD 29 (??/??/92) 1750.195  (m)         5742.10   (f) ADJ UNCH    1 2
 LL0326
 LL0326.Superseded values are not recommended for survey control.
 LL0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0326.See file dsdata.txt to determine how the superseded data were derived.
 LL0326
 LL0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF101288(NAD 83)
 LL0326_MARKER: DB = BENCH MARK DISK
 LL0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0326_STAMPING: B 263 1939
 LL0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0326+STABILITY: SURFACE MOTION
 LL0326
 LL0326  HISTORY     - Date     Condition        Report By
 LL0326  HISTORY     - 1939     MONUMENTED       CGS
 LL0326  HISTORY     - 1956     GOOD             NGS
 LL0326
 LL0326                          STATION DESCRIPTION
 LL0326
 LL0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0326'0.9 MI NW FROM CARR.
 LL0326'0.9 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL0326'STATION AT CARR, 241.8 FEET NORTHEAST OF MILEPOST 87, 193.3 FEET
 LL0326'NORTHEAST OF THE NORTHEAST RAIL, 4 FEET SOUTHWEST OF A FENCE, 0.6
 LL0326'FOOT NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 LL0326'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, IN THE NORTHWEST
 LL0326'1/4 OF SECTION 22, TOWNSHIP 11 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0634 ***********************************************************************
 KK0634  DESIGNATION -  B 265
 KK0634  PID         -  KK0634
 KK0634  STATE/COUNTY-  CO/JEFFERSON
 KK0634  USGS QUAD   -  GOLDEN (1994)
 KK0634
 KK0634                         *CURRENT SURVEY CONTROL
 KK0634  ___________________________________________________________________
 KK0634* NAD 83(1986)-  39 50 36.     (N)    105 08 21.     (W)     SCALED    
 KK0634* NAVD 88     -      1717.098  (meters)    5633.51   (feet)  POSTED    
 KK0634  ___________________________________________________________________
 KK0634  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 KK0634  DYNAMIC HT  -        1715.430 (meters)    5628.04  (feet)  COMP
 KK0634  MODELED GRAV-     979,596.7   (mgal)                       NAVD 88
 KK0634
 KK0634  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KK0634
 KK0634.The horizontal coordinates were scaled from a topographic map and have
 KK0634.an estimated accuracy of +/- 6 seconds.
 KK0634
 KK0634.The orthometric height was determined by differential leveling
 KK0634.and adjusted by the National Geodetic Survey in 1992..
 KK0634.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KK0634.rate of 2.1 thru 3.0 mm/km.
 KK0634
 KK0634.The geoid height was determined by GEOID03.
 KK0634
 KK0634.The dynamic height is computed by dividing the NAVD 88
 KK0634.geopotential number by the normal gravity value computed on the
 KK0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0634.degrees latitude (g = 980.6199 gals.).
 KK0634
 KK0634.The modeled gravity was interpolated from observed gravity values.
 KK0634
 KK0634;                    North         East    Units  Estimated Accuracy
 KK0634;SPC CO C     -   528,000.      945,290.      MT  (+/- 180 meters Scaled)
 KK0634
 KK0634                          SUPERSEDED SURVEY CONTROL
 KK0634
 KK0634  NGVD 29 (??/??/92) 1716.046  (m)         5630.06   (f) ADJ UNCH    2 0
 KK0634
 KK0634.Superseded values are not recommended for survey control.
 KK0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0634.See file dsdata.txt to determine how the superseded data were derived.
 KK0634
 KK0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE880103(NAD 83)
 KK0634_MARKER: DB = BENCH MARK DISK
 KK0634_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0634_SP_SET: SEMAPHORE
 KK0634_STAMPING: B 265 1940
 KK0634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0634
 KK0634  HISTORY     - Date     Condition        Report By
 KK0634  HISTORY     - 1940     MONUMENTED       CGS
 KK0634  HISTORY     - 1982     GOOD             NGS
 KK0634
 KK0634                          STATION DESCRIPTION
 KK0634
 KK0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 KK0634'4.9 MI NW FROM ARVADA.
 KK0634'4.9 MILES NORTHWEST ALONG THE DENVER AND SALT LAKE RAILWAY FROM
 KK0634'ARVADA, JEFFERSON COUNTY, 375 FEET EAST OF MILEPOST 12, 40 FEET
 KK0634'NORTHWEST OF THE CENTER OF A PRIVATE-ROAD CROSSING, AT A
 KK0634'SEMAPHORE, IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE
 KK0634'BASE, AND 10.4 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK.  A
 KK0634'STANDARD DISK, STAMPED B 265 1940.
 KK0634
 KK0634                          STATION RECOVERY (1982)
 KK0634
 KK0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0634'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0577 ***********************************************************************
 KK0577  DESIGNATION -  B 266
 KK0577  PID         -  KK0577
 KK0577  STATE/COUNTY-  CO/GILPIN
 KK0577  USGS QUAD   -  BLACK HAWK (1963)
 KK0577
 KK0577                         *CURRENT SURVEY CONTROL
 KK0577  ___________________________________________________________________
 KK0577* NAD 83(1986)-  39 48 57.     (N)    105 30 01.     (W)     SCALED    
 KK0577* NAVD 88     -      2528.658  (meters)    8296.11   (feet)  ADJUSTED  
 KK0577  ___________________________________________________________________
 KK0577  GEOID HEIGHT-         -13.33  (meters)                     GEOID03
 KK0577  DYNAMIC HT  -        2525.818 (meters)    8286.79  (feet)  COMP
 KK0577  MODELED GRAV-     979,411.1   (mgal)                       NAVD 88
 KK0577
 KK0577  VERT ORDER  -  SECOND    CLASS 0
 KK0577
 KK0577.The horizontal coordinates were scaled from a topographic map and have
 KK0577.an estimated accuracy of +/- 6 seconds.
 KK0577
 KK0577.The orthometric height was determined by differential leveling
 KK0577.and adjusted by the National Geodetic Survey in June 1991..
 KK0577
 KK0577.The geoid height was determined by GEOID03.
 KK0577
 KK0577.The dynamic height is computed by dividing the NAVD 88
 KK0577.geopotential number by the normal gravity value computed on the
 KK0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0577.degrees latitude (g = 980.6199 gals.).
 KK0577
 KK0577.The modeled gravity was interpolated from observed gravity values.
 KK0577
 KK0577;                    North         East    Units  Estimated Accuracy
 KK0577;SPC CO N     -   358,370.      914,380.      MT  (+/- 180 meters Scaled)
 KK0577
 KK0577                          SUPERSEDED SURVEY CONTROL
 KK0577
 KK0577  NGVD 29 (??/??/92) 2527.282  (m)         8291.59   (f) ADJ UNCH    2 0
 KK0577
 KK0577.Superseded values are not recommended for survey control.
 KK0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0577.See file dsdata.txt to determine how the superseded data were derived.
 KK0577
 KK0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE571074(NAD 83)
 KK0577_MARKER: DB = BENCH MARK DISK
 KK0577_SETTING: 66 = SET IN ROCK OUTCROP
 KK0577_SP_SET: ROCK PROJECTION
 KK0577_STAMPING: B 266 1940
 KK0577_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0577+STABILITY: POSITION/ELEVATION WELL
 KK0577
 KK0577  HISTORY     - Date     Condition        Report By
 KK0577  HISTORY     - 1940     MONUMENTED       CGS
 KK0577  HISTORY     - 20020924 MARK NOT FOUND   USPSQD
 KK0577
 KK0577                          STATION DESCRIPTION
 KK0577
 KK0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 KK0577'1.2 MI NW FROM BLACKHAWK.
 KK0577'1.2 MILES NORTHWEST ALONG STATE HIGHWAY 119 FROM A ROAD JUNCTION
 KK0577'AT BLACKHAWK, GILPIN COUNTY, 33 FEET EAST OF THE CENTERLINE
 KK0577'OF THE HIGHWAY, 3.0 FEET NORTH OF HIGHWAY STAKE 90, AT THE
 KK0577'MIDDLE OF A CUT THROUGH A ROCK POINT, IN THE TOP OF A ROCK
 KK0577'PROJECTION, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 KK0577'STAMPED B 266 1940.
 KK0577
 KK0577                          STATION RECOVERY (2002)
 KK0577
 KK0577'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 KK0577'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0533 ***********************************************************************
 JK0533  DESIGNATION -  B 267
 JK0533  PID         -  JK0533
 JK0533  STATE/COUNTY-  CO/CUSTER
 JK0533  USGS QUAD   -  BECKWITH MOUNTAIN (1958)
 JK0533
 JK0533                         *CURRENT SURVEY CONTROL
 JK0533  ___________________________________________________________________
 JK0533* NAD 83(1986)-  38 09 09.     (N)    105 30 03.     (W)     SCALED    
 JK0533* NAVD 88     -      2375.969  (meters)    7795.16   (feet)  ADJUSTED  
 JK0533  ___________________________________________________________________
 JK0533  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 JK0533  DYNAMIC HT  -        2373.038 (meters)    7785.54  (feet)  COMP
 JK0533  MODELED GRAV-     979,309.6   (mgal)                       NAVD 88
 JK0533
 JK0533  VERT ORDER  -  SECOND    CLASS 0
 JK0533
 JK0533.The horizontal coordinates were scaled from a topographic map and have
 JK0533.an estimated accuracy of +/- 6 seconds.
 JK0533
 JK0533.The orthometric height was determined by differential leveling
 JK0533.and adjusted by the National Geodetic Survey in June 1991..
 JK0533
 JK0533.The geoid height was determined by GEOID03.
 JK0533
 JK0533.The dynamic height is computed by dividing the NAVD 88
 JK0533.geopotential number by the normal gravity value computed on the
 JK0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0533.degrees latitude (g = 980.6199 gals.).
 JK0533
 JK0533.The modeled gravity was interpolated from observed gravity values.
 JK0533
 JK0533;                    North         East    Units  Estimated Accuracy
 JK0533;SPC CO S     -   469,710.      914,330.      MT  (+/- 180 meters Scaled)
 JK0533
 JK0533                          SUPERSEDED SURVEY CONTROL
 JK0533
 JK0533  NGVD 29 (??/??/92) 2374.685  (m)         7790.95   (f) ADJ UNCH    2 0
 JK0533
 JK0533.Superseded values are not recommended for survey control.
 JK0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0533.See file dsdata.txt to determine how the superseded data were derived.
 JK0533
 JK0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC561228(NAD 83)
 JK0533_MARKER: DB = BENCH MARK DISK
 JK0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0533_STAMPING: B 267 1941
 JK0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0533+STABILITY: SURFACE MOTION
 JK0533
 JK0533  HISTORY     - Date     Condition        Report By
 JK0533  HISTORY     - 1941     MONUMENTED       CGS
 JK0533
 JK0533                          STATION DESCRIPTION
 JK0533
 JK0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JK0533'2.9 MI NW FROM WESTCLIFFE.
 JK0533'2.9 MILES NORTHWEST ALONG STATE HIGHWAY 69 FROM THE COUNTY
 JK0533'COURTHOUSE AT WESTCLIFFE, CUSTER COUNTY, 176 FEET SOUTHEAST OF THE
 JK0533'ENTRANCE TO A SCHOOLHOUSE, 32.0 FEET WEST OF THE CENTERLINE OF
 JK0533'THE HIGHWAY, AT THE SOUTHEAST CORNER OF THE SCHOOLYARD, IN LINE
 JK0533'WITH A ROW OF POLES, 2.8 FEET SOUTH OF A 4- BY 4-INCH WOODEN MARKER
 JK0533'POST STENCILED U.S.B.M., AND 1.5 FEET HIGHER THAN THE HIGHWAY.  A
 JK0533'STANDARD DISK, STAMPED B 267 1941 AND SET IN THE TOP OF A CONCRETE
 JK0533'POST PROJECTING ABOUT 0.8 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0146 ***********************************************************************
 JL0146  DESIGNATION -  B 268
 JL0146  PID         -  JL0146
 JL0146  STATE/COUNTY-  CO/SAGUACHE
 JL0146  USGS QUAD   -  SAGUACHE (1967)
 JL0146
 JL0146                         *CURRENT SURVEY CONTROL
 JL0146  ___________________________________________________________________
 JL0146* NAD 83(1992)-  38 05 45.03943(N)    106 09 38.78146(W)     ADJUSTED  
 JL0146* NAVD 88     -      2374.553  (meters)    7790.51   (feet)  ADJUSTED  
 JL0146  ___________________________________________________________________
 JL0146  X           -  -1,399,385.896 (meters)                     COMP
 JL0146  Y           -  -4,829,055.941 (meters)                     COMP
 JL0146  Z           -   3,915,277.337 (meters)                     COMP
 JL0146  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 JL0146  ELLIP HEIGHT-        2359.28  (meters)          (12/03/02) GPS OBS
 JL0146  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 JL0146  DYNAMIC HT  -        2371.539 (meters)    7780.62  (feet)  COMP
 JL0146  MODELED GRAV-     979,274.8   (mgal)                       NAVD 88
 JL0146
 JL0146  HORZ ORDER  -  FIRST
 JL0146  VERT ORDER  -  SECOND    CLASS 0
 JL0146  ELLP ORDER  -  FOURTH    CLASS II
 JL0146
 JL0146.The horizontal coordinates were established by GPS observations
 JL0146.and adjusted by the CO DEPT OF TRANSP in January 2002..
 JL0146
 JL0146.The orthometric height was determined by differential leveling
 JL0146.and adjusted by the National Geodetic Survey in June 1991..
 JL0146
 JL0146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JL0146
 JL0146.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0146
 JL0146.The ellipsoidal height was determined by GPS observations
 JL0146.and is referenced to NAD 83.
 JL0146
 JL0146.The geoid height was determined by GEOID03.
 JL0146
 JL0146.The dynamic height is computed by dividing the NAVD 88
 JL0146.geopotential number by the normal gravity value computed on the
 JL0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0146.degrees latitude (g = 980.6199 gals.).
 JL0146
 JL0146.The modeled gravity was interpolated from observed gravity values.
 JL0146
 JL0146;                    North         East     Units Scale Factor Converg.
 JL0146;SPC CO S     -   463,622.957   856,443.204   MT  0.99995580   -0 24 19.1
 JL0146;SPC CO S     - 1,521,069.65  2,809,847.41   sFT  0.99995580   -0 24 19.1
 JL0146;UTM  13      - 4,217,085.391   398,218.366   MT  0.99972759   -0 42 58.4
 JL0146
 JL0146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0146!SPC CO S     -   0.99962994  x   0.99995580  =   0.99958575
 JL0146!UTM  13      -   0.99962994  x   0.99972759  =   0.99935763
 JL0146
 JL0146                          SUPERSEDED SURVEY CONTROL
 JL0146
 JL0146  ELLIP H (01/28/02) 2359.27   (m)                       GP(       ) 4 2
 JL0146  NAVD 88 (01/28/02) 2374.55   (m)         7790.5    (f) LEVELING    3  
 JL0146  NGVD 29 (??/??/92) 2373.143  (m)         7785.89   (f) ADJ UNCH    2 0
 JL0146
 JL0146.Superseded values are not recommended for survey control.
 JL0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0146.See file dsdata.txt to determine how the superseded data were derived.
 JL0146
 JL0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC9821817085(NAD 83)
 JL0146_MARKER: DB = BENCH MARK DISK
 JL0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0146_STAMPING: B 268 1940
 JL0146_MARK LOGO: CGS   
 JL0146_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JL0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0146+STABILITY: SURFACE MOTION
 JL0146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0146+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2005
 JL0146
 JL0146  HISTORY     - Date     Condition        Report By
 JL0146  HISTORY     - 1940     MONUMENTED       CGS
 JL0146  HISTORY     - 1967     GOOD             USGS
 JL0146  HISTORY     - 20000215 GOOD             CODOT
 JL0146  HISTORY     - 20050606 GOOD             INDIV
 JL0146
 JL0146                          STATION DESCRIPTION
 JL0146
 JL0146'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JL0146'1.4 MI W FROM SAGUACHE.
 JL0146'FROM THE JUNCTION OF U.S. 285 AND COLO. 114 IN SAGUACHE, WEST ALONG
 JL0146'COLO. 114 1.4 MILES TO JUNCTION OF GRAVEL ROAD SOUTH AND TRACK ROAD
 JL0146'NORTH.  THE BM IS 350 FT. NW OF THE INTERSECTION, 170 FT. N. OF THE
 JL0146'HIGHWAY AND 206 FT. WEST OF THE ROAD NORTH.  A STANDARD TABLET STAMPED
 JL0146'B 268 1940 SET IN A CONCRETE POST PROJECTING 0.4 FT. ABOVE GROUND.
 JL0146
 JL0146                          STATION RECOVERY (2000)
 JL0146
 JL0146'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2000 (RSC)
 JL0146'THE STATION IS LOCATED ABOUT 1.2 MI (1.9 KM) NORTHWEST OF SAGUACHE AND
 JL0146'0.5 MI (0.8 KM) EAST OF GUACHE MUNICIPAL AIRPORT, IN THE NORTHEAST 1/4
 JL0146'OF SECTION 2, T 44 N, R 7 E, AT STATE HIGHWAY 114 MILEPOST 60.5.
 JL0146'OWNERSHIP--U.S.  BUREAU OF LAND MANAGEMENT
 JL0146'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 285 AND
 JL0146'STATE HIGHWAY 114, GO NORTHWEST ON STATE HIGHWAY 114 FOR 1.1 MI (1.8
 JL0146'KM) TO THE STATION ON THE RIGHT, ON THE SOUTH SIDE OF AN OLD TRASH
 JL0146'DUMP AND IN THE NORTHWEST CORNER OF THE INTERSECTION OF COUNTY ROAD
 JL0146'46AA
 JL0146'THE MARK IS A SQUARE 15 CM CONCRETE POST PROJECTING 6 CM ABOVE THE
 JL0146'GROUND.  IT IS 59.6 M (195.5 FT) NORTHWEST FROM A LONE CHINESE ELM
 JL0146'TREE, 59.3 M (194.6 FT) WEST FROM THE CENTER OF COUNTY ROAD 46AA, 51.9
 JL0146'M (170.3 FT) NORTH FROM THE CENTER LINE OF STATE HIGHWAY 114, 1.2 M
 JL0146'(3.9 FT) SOUTH-SOUTHWEST FROM A WOODEN WITNESS POST AND 0.55 M (1.80
 JL0146'FT) WEST-NORTHWEST FROM A PLASTIC WITNESS POST.
 JL0146
 JL0146                          STATION RECOVERY (2005)
 JL0146
 JL0146'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SCH)
 JL0146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0484 ***********************************************************************
 KL0484  DESIGNATION -  B 269
 KL0484  PID         -  KL0484
 KL0484  STATE/COUNTY-  CO/GARFIELD
 KL0484  USGS QUAD   -  SHOSHONE (1987)
 KL0484
 KL0484                         *CURRENT SURVEY CONTROL
 KL0484  ___________________________________________________________________
 KL0484* NAD 83(1986)-  39 33 29.     (N)    107 14 28.     (W)     SCALED    
 KL0484* NAVD 88     -      1797.734  (meters)    5898.07   (feet)  ADJUSTED  
 KL0484  ___________________________________________________________________
 KL0484  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 KL0484  DYNAMIC HT  -        1795.832 (meters)    5891.83  (feet)  COMP
 KL0484  MODELED GRAV-     979,506.1   (mgal)                       NAVD 88
 KL0484
 KL0484  VERT ORDER  -  SECOND    CLASS 0
 KL0484
 KL0484.The horizontal coordinates were scaled from a topographic map and have
 KL0484.an estimated accuracy of +/- 6 seconds.
 KL0484
 KL0484.The orthometric height was determined by differential leveling
 KL0484.and adjusted by the National Geodetic Survey in June 1991..
 KL0484
 KL0484.The geoid height was determined by GEOID03.
 KL0484
 KL0484.The dynamic height is computed by dividing the NAVD 88
 KL0484.geopotential number by the normal gravity value computed on the
 KL0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0484.degrees latitude (g = 980.6199 gals.).
 KL0484
 KL0484.The modeled gravity was interpolated from observed gravity values.
 KL0484
 KL0484;                    North         East    Units  Estimated Accuracy
 KL0484;SPC CO C     -   497,700.      764,780.      MT  (+/- 180 meters Scaled)
 KL0484
 KL0484                          SUPERSEDED SURVEY CONTROL
 KL0484
 KL0484  NGVD 29 (??/??/92) 1796.472  (m)         5893.93   (f) ADJ UNCH    2 0
 KL0484
 KL0484.Superseded values are not recommended for survey control.
 KL0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0484.See file dsdata.txt to determine how the superseded data were derived.
 KL0484
 KL0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD074811(NAD 83)
 KL0484_MARKER: DB = BENCH MARK DISK
 KL0484_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KL0484_SP_SET: SIGNAL BLOCK BASE
 KL0484_STAMPING: B 269 1938
 KL0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0484
 KL0484  HISTORY     - Date     Condition        Report By
 KL0484  HISTORY     - 1938     MONUMENTED       CGS
 KL0484
 KL0484                          STATION DESCRIPTION
 KL0484
 KL0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KL0484'5.5 MI E FROM GLENWOOD SPRINGS.
 KL0484'5.5 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KL0484'THE STATION AT GLENWOOD SPRINGS, GARFIELD COUNTY, AT THE EAST END OF
 KL0484'THE SIDING AT GRIZZLY, 12 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 KL0484'AND IN THE CONCRETE CASE OF AUTOMATIC BLOCK SIGNAL 3545.  A STANDARD
 KL0484'DISK, STAMPED B 269 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0498 ***********************************************************************
 LM0498  DESIGNATION -  B 27
 LM0498  PID         -  LM0498
 LM0498  STATE/COUNTY-  CO/MOFFAT
 LM0498  USGS QUAD   -  FORTIFICATION NE (1973)
 LM0498
 LM0498                         *CURRENT SURVEY CONTROL
 LM0498  ___________________________________________________________________
 LM0498* NAD 83(1992)-  40 53 41.21887(N)    107 35 51.57740(W)     ADJUSTED  
 LM0498* NAVD 88     -      2022.859  (meters)    6636.66   (feet)  ADJUSTED  
 LM0498  ___________________________________________________________________
 LM0498  X           -  -1,460,188.155 (meters)                     COMP
 LM0498  Y           -  -4,603,748.534 (meters)                     COMP
 LM0498  Z           -   4,154,912.637 (meters)                     COMP
 LM0498  LAPLACE CORR-           8.58  (seconds)                    DEFLEC99
 LM0498  ELLIP HEIGHT-        2008.62  (meters)          (12/03/02) GPS OBS
 LM0498  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 LM0498  DYNAMIC HT  -        2020.991 (meters)    6630.53  (feet)  COMP
 LM0498  MODELED GRAV-     979,628.6   (mgal)                       NAVD 88
 LM0498
 LM0498  HORZ ORDER  -  FIRST
 LM0498  VERT ORDER  -  FIRST     CLASS II
 LM0498  ELLP ORDER  -  FOURTH    CLASS II
 LM0498
 LM0498.The horizontal coordinates were established by GPS observations
 LM0498.and adjusted by the National Geodetic Survey in January 1996..
 LM0498
 LM0498.The orthometric height was determined by differential leveling
 LM0498.and adjusted by the National Geodetic Survey in June 1991..
 LM0498
 LM0498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LM0498
 LM0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0498
 LM0498.The ellipsoidal height was determined by GPS observations
 LM0498.and is referenced to NAD 83.
 LM0498
 LM0498.The geoid height was determined by GEOID03.
 LM0498
 LM0498.The dynamic height is computed by dividing the NAVD 88
 LM0498.geopotential number by the normal gravity value computed on the
 LM0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0498.degrees latitude (g = 980.6199 gals.).
 LM0498
 LM0498.The modeled gravity was interpolated from observed gravity values.
 LM0498
 LM0498;                    North         East     Units Scale Factor Converg.
 LM0498;SPC CO N     -   480,268.105   737,647.380   MT  1.00001999   -1 21 19.3
 LM0498;SPC CO N     - 1,575,679.61  2,420,098.11   sFT  1.00001999   -1 21 19.3
 LM0498;UTM  13      - 4,530,325.798   281,174.889   MT  1.00018940   -1 42 04.6
 LM0498
 LM0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0498!SPC CO N     -   0.99968502  x   1.00001999  =   0.99970501
 LM0498!UTM  13      -   0.99968502  x   1.00018940  =   0.99987436
 LM0498
 LM0498                          SUPERSEDED SURVEY CONTROL
 LM0498
 LM0498  ELLIP H (01/16/96) 2008.65   (m)                       GP(       ) 1 1
 LM0498  NAVD 88 (01/16/96) 2022.86   (m)         6636.7    (f) LEVELING    3  
 LM0498  NGVD 29 (??/??/92) 2021.644  (m)         6632.68   (f) ADJ UNCH    1 2
 LM0498
 LM0498.Superseded values are not recommended for survey control.
 LM0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0498.See file dsdata.txt to determine how the superseded data were derived.
 LM0498
 LM0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF8117530326(NAD 83)
 LM0498_MARKER: DB = BENCH MARK DISK
 LM0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0498_STAMPING: B 27 1933
 LM0498_MARK LOGO: CGS   
 LM0498_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LM0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0498+STABILITY: SURFACE MOTION
 LM0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LM0498+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1995
 LM0498
 LM0498  HISTORY     - Date     Condition        Report By
 LM0498  HISTORY     - 1933     MONUMENTED       CGS
 LM0498  HISTORY     - 19950614 GOOD             CODOT
 LM0498
 LM0498                          STATION DESCRIPTION
 LM0498
 LM0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LM0498'12.4 MI S FROM BAGGS, WY.
 LM0498'IN MOFFAT COUNTY, ABOUT 12.4 MILES SOUTH ALONG THE BAGGS-CRAIG ROAD
 LM0498'FROM THE POST OFFICE AT BAGGS, CARBON COUNTY, WYOMING, AND 44 FEET
 LM0498'EAST OF THE CENTER LINE OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 LM0498'POST.
 LM0498
 LM0498                          STATION RECOVERY (1995)
 LM0498
 LM0498'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (LJ)
 LM0498'THE STATION IS LOCATED ABOUT 30 MI (48.3 KM) NORTH OF CRAIG, COLORADO,
 LM0498'10 MI (16.1 KM) SOUTH-SOUTHEAST OF BAGGS, WYOMING AND 8 MI (12.9 KM)
 LM0498'SOUTH OF THE COLORADO-WYOMING STATE LINE, IN THE NORTHWEST 1/4 OF
 LM0498'SECTION 22, T 11 N, R 91 W, AT STATE HIGHWAY 13 MILEPOST 120.35.
 LM0498'OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION RIGHT-OF-WAY. TO REACH THE
 LM0498'STATION FROM THE INTERSECTION OF STATE HIGHWAY 13 NORTH AND U. S.
 LM0498'HIGHWAY 40 IN CRAIG, GO NORTH ON STATE HIGHWAY 13 NORTH FOR 30.45 MI
 LM0498'(49.00 KM) TO THE STATION RIGHT. THE STATION IS A STANDARD DISK SET IN
 LM0498'A SQUARE CONCRETE POST 30 CM ON A SIDE AND PROJECTING 14 CM ABOVE THE
 LM0498'GROUND.  IT IS 24.7 M (81.0 FT) SOUTH-SOUTHWEST OF A POWER POLE, 20.9
 LM0498'M (68.6 FT) EAST-NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 13, 0.9
 LM0498'M (3.0 FT) SOUTHWEST OF THE EASTERN RIGHT-OF-WAY FENCE, 0.8 M (2.6 FT)
 LM0498'SOUTHWEST OF A WITNESS POST, ON TOP OF A SMALL RAOD CUT AND ABOUT 1.8
 LM0498'M (5.9 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0007 ***********************************************************************
 JJ0007  DESIGNATION -  B 270
 JJ0007  PID         -  JJ0007
 JJ0007  STATE/COUNTY-  CO/CHEYENNE
 JJ0007  USGS QUAD   -  CHEYENNE WELLS (1982)
 JJ0007
 JJ0007                         *CURRENT SURVEY CONTROL
 JJ0007  ___________________________________________________________________
 JJ0007* NAD 83(1986)-  38 52 10.     (N)    102 21 06.     (W)     SCALED    
 JJ0007* NAVD 88     -      1303.703  (meters)    4277.23   (feet)  ADJUSTED  
 JJ0007  ___________________________________________________________________
 JJ0007  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 JJ0007  DYNAMIC HT  -        1302.508 (meters)    4273.31  (feet)  COMP
 JJ0007  MODELED GRAV-     979,666.1   (mgal)                       NAVD 88
 JJ0007
 JJ0007  VERT ORDER  -  FIRST     CLASS II
 JJ0007
 JJ0007.The horizontal coordinates were scaled from a topographic map and have
 JJ0007.an estimated accuracy of +/- 6 seconds.
 JJ0007
 JJ0007.The orthometric height was determined by differential leveling
 JJ0007.and adjusted by the National Geodetic Survey in June 1991..
 JJ0007
 JJ0007.The geoid height was determined by GEOID03.
 JJ0007
 JJ0007.The dynamic height is computed by dividing the NAVD 88
 JJ0007.geopotential number by the normal gravity value computed on the
 JJ0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0007.degrees latitude (g = 980.6199 gals.).
 JJ0007
 JJ0007.The modeled gravity was interpolated from observed gravity values.
 JJ0007
 JJ0007;                    North         East    Units  Estimated Accuracy
 JJ0007;SPC CO C     -   424,550.    1,187,560.      MT  (+/- 180 meters Scaled)
 JJ0007
 JJ0007                          SUPERSEDED SURVEY CONTROL
 JJ0007
 JJ0007  NGVD 29 (??/??/92) 1303.175  (m)         4275.50   (f) ADJ UNCH    1 2
 JJ0007
 JJ0007.Superseded values are not recommended for survey control.
 JJ0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0007.See file dsdata.txt to determine how the superseded data were derived.
 JJ0007
 JJ0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD297056(NAD 83)
 JJ0007_MARKER: DB = BENCH MARK DISK
 JJ0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0007_STAMPING: B 270 1941
 JJ0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0007+STABILITY: SURFACE MOTION
 JJ0007
 JJ0007  HISTORY     - Date     Condition        Report By
 JJ0007  HISTORY     - 1941     MONUMENTED       CGS
 JJ0007  HISTORY     - 1970     MARK NOT FOUND   LOCENG
 JJ0007
 JJ0007                          STATION DESCRIPTION
 JJ0007
 JJ0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0007'3.4 MI N FROM CHEYENNE WELLS.
 JJ0007'3.4 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE COUNTY COURTHOUSE
 JJ0007'AT CHEYENNE WELLS, 63 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION
 JJ0007'OF AN EAST-AND-WEST SECTION-LINE ROAD, 52 FEET SOUTH OF THE
 JJ0007'CENTERLINE OF THE ROAD, 44 FEET EAST OF THE CENTERLINE OF THE
 JJ0007'HIGHWAY, 24 FEET SOUTH OF A FENCE CORNER, 3.2 FEET EAST OF THE
 JJ0007'FENCE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT LOWER
 JJ0007'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED B 270 1941 AND SET IN THE
 JJ0007'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 JJ0007
 JJ0007                          STATION RECOVERY (1970)
 JJ0007
 JJ0007'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 JJ0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0511 ***********************************************************************
 JJ0511  DESIGNATION -  B 271
 JJ0511  PID         -  JJ0511
 JJ0511  STATE/COUNTY-  CO/OTERO
 JJ0511  USGS QUAD   -  ROCKY FORD (1979)
 JJ0511
 JJ0511                         *CURRENT SURVEY CONTROL
 JJ0511  ___________________________________________________________________
 JJ0511* NAD 83(1986)-  38 06 35.     (N)    103 44 51.     (W)     SCALED    
 JJ0511* NAVD 88     -      1282.731  (meters)    4208.43   (feet)  ADJUSTED  
 JJ0511  ___________________________________________________________________
 JJ0511  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 JJ0511  DYNAMIC HT  -        1281.444 (meters)    4204.20  (feet)  COMP
 JJ0511  MODELED GRAV-     979,581.8   (mgal)                       NAVD 88
 JJ0511
 JJ0511  VERT ORDER  -  SECOND    CLASS 0
 JJ0511
 JJ0511.The horizontal coordinates were scaled from a topographic map and have
 JJ0511.an estimated accuracy of +/- 6 seconds.
 JJ0511
 JJ0511.The orthometric height was determined by differential leveling
 JJ0511.and adjusted by the National Geodetic Survey in June 1991..
 JJ0511
 JJ0511.The geoid height was determined by GEOID03.
 JJ0511
 JJ0511.The dynamic height is computed by dividing the NAVD 88
 JJ0511.geopotential number by the normal gravity value computed on the
 JJ0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0511.degrees latitude (g = 980.6199 gals.).
 JJ0511
 JJ0511.The modeled gravity was interpolated from observed gravity values.
 JJ0511
 JJ0511;                    North         East    Units  Estimated Accuracy
 JJ0511;SPC CO S     -   466,400.    1,068,080.      MT  (+/- 180 meters Scaled)
 JJ0511
 JJ0511                          SUPERSEDED SURVEY CONTROL
 JJ0511
 JJ0511  NGVD 29 (??/??/92) 1282.055  (m)         4206.21   (f) ADJ UNCH    2 0
 JJ0511
 JJ0511.Superseded values are not recommended for survey control.
 JJ0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0511.See file dsdata.txt to determine how the superseded data were derived.
 JJ0511
 JJ0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC098187(NAD 83)
 JJ0511_MARKER: DB = BENCH MARK DISK
 JJ0511_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JJ0511_SP_SET: BRIDGE
 JJ0511_STAMPING: B 271 1941
 JJ0511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0511
 JJ0511  HISTORY     - Date     Condition        Report By
 JJ0511  HISTORY     - 1941     MONUMENTED       CGS
 JJ0511  HISTORY     - 1951     GOOD             USE
 JJ0511  HISTORY     - 1985     GOOD             NGS
 JJ0511
 JJ0511                          STATION DESCRIPTION
 JJ0511
 JJ0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0511'4.9 MI NW FROM ROCKY FORD.
 JJ0511'TO REACH FROM THE A.T. AND
 JJ0511'S.F. RY. STATION AT ROCKY FORD-- GO 1.8 MILES WEST ALONG U.S. HWY.
 JJ0511'50 TO JCT. WITH STATE HWY. 71, THENCE, TURN RIGHT, GO 3.1 MILES NORTH
 JJ0511'ALONG HWY. 71 TO SITE OF BENCH MARK, BENCH MARK CORNER IS IN THE
 JJ0511'NORTHWEST
 JJ0511'OF A LARGE CONCRETE BRIDGE, 130.0 FEET SOUTH OF A SIDE ROAD RUNNING
 JJ0511'EAST AND WEST, 18.0 FEET WEST OF AND APPROXIMATELY THE SAME ELEVATION
 JJ0511'AS THE CENTERLINE OF THE HWY.  A STD. DISK SET FLUSH AND HORIZONTALLY
 JJ0511'IN THE FOUNDATION OF A CONCRETE BRIDGE.
 JJ0511
 JJ0511                          STATION RECOVERY (1951)
 JJ0511
 JJ0511'RECOVERY NOTE BY US ENGINEERS 1951
 JJ0511'RECOVERED IN GOOD CONDITION.
 JJ0511
 JJ0511                          STATION RECOVERY (1985)
 JJ0511
 JJ0511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0587 ***********************************************************************
 JJ0587  DESIGNATION -  B 272
 JJ0587  PID         -  JJ0587
 JJ0587  STATE/COUNTY-  CO/LINCOLN
 JJ0587  USGS QUAD   -  PUNKIN CENTER (1977)
 JJ0587
 JJ0587                         *CURRENT SURVEY CONTROL
 JJ0587  ___________________________________________________________________
 JJ0587* NAD 83(1986)-  38 45 00.     (N)    103 42 49.     (W)     SCALED    
 JJ0587* NAVD 88     -      1539.327  (meters)    5050.28   (feet)  ADJUSTED  
 JJ0587  ___________________________________________________________________
 JJ0587  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 JJ0587  DYNAMIC HT  -        1537.785 (meters)    5045.22  (feet)  COMP
 JJ0587  MODELED GRAV-     979,572.8   (mgal)                       NAVD 88
 JJ0587
 JJ0587  VERT ORDER  -  SECOND    CLASS 0
 JJ0587
 JJ0587.The horizontal coordinates were scaled from a topographic map and have
 JJ0587.an estimated accuracy of +/- 6 seconds.
 JJ0587
 JJ0587.The orthometric height was determined by differential leveling
 JJ0587.and adjusted by the National Geodetic Survey in June 1991..
 JJ0587
 JJ0587.The geoid height was determined by GEOID03.
 JJ0587
 JJ0587.The dynamic height is computed by dividing the NAVD 88
 JJ0587.geopotential number by the normal gravity value computed on the
 JJ0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0587.degrees latitude (g = 980.6199 gals.).
 JJ0587
 JJ0587.The modeled gravity was interpolated from observed gravity values.
 JJ0587
 JJ0587;                    North         East    Units  Estimated Accuracy
 JJ0587;SPC CO C     -   408,080.    1,069,680.      MT  (+/- 180 meters Scaled)
 JJ0587
 JJ0587                          SUPERSEDED SURVEY CONTROL
 JJ0587
 JJ0587  NGVD 29 (??/??/92) 1538.551  (m)         5047.73   (f) ADJ UNCH    2 0
 JJ0587
 JJ0587.Superseded values are not recommended for survey control.
 JJ0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0587.See file dsdata.txt to determine how the superseded data were derived.
 JJ0587
 JJ0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC117898(NAD 83)
 JJ0587_MARKER: DB = BENCH MARK DISK
 JJ0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0587_SP_SET: CONCRETE POST
 JJ0587_STAMPING: B 272 1941
 JJ0587_MARK LOGO: CGS   
 JJ0587_MAGNETIC: N = NO MAGNETIC MATERIAL
 JJ0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0587+STABILITY: SURFACE MOTION
 JJ0587
 JJ0587  HISTORY     - Date     Condition        Report By
 JJ0587  HISTORY     - 1941     MONUMENTED       CGS
 JJ0587  HISTORY     - 1975     POOR             USGS
 JJ0587  HISTORY     - 19880909 POOR             NGS
 JJ0587
 JJ0587                          STATION DESCRIPTION
 JJ0587
 JJ0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0587'5.6 MI N FROM FORDER.
 JJ0587'TO REACH FROM THE SCHOOL HOUSE AT FORDER-- GO 5.6 NORTH ALONG
 JJ0587'HWY. 71 TO SITE OF BENCH MARK.  BENCH MARK IS 0.2 OF A MILE EAST OF A
 JJ0587'WYE INTERSECTION, 3.0 FEET NORTH OF A FENCE LINE, 60.0 FEET SOUTH
 JJ0587'OF AND APPROXIMATELY THE SAME ELEVATION AS THE CENTERLINE OF THE
 JJ0587'HWY.  A STD. DISK SET FLUSH AND HORIZONTALLY IN A CONCRETE POST,
 JJ0587'PROJECTING 6.0 INCHES ABOVE THE GROUND, 3.0 FEET EAST OF A WHITE,
 JJ0587'WOODEN, 4X4-INCH MARKER POST.
 JJ0587
 JJ0587                          STATION RECOVERY (1975)
 JJ0587
 JJ0587'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JJ0587'MARK RECOVERED IN POOR CONDITION.
 JJ0587
 JJ0587                          STATION RECOVERY (1988)
 JJ0587
 JJ0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 JJ0587'9.0 KM (5.59 MI) NORTH ALONG STATE HIGHWAY 71 FROM THE OLD SCHOOL
 JJ0587'HOUSE AT FORDER.  ABOUT 0.3 KM (0.19 MI) EAST OF A Y-INTERSECTION.
 JJ0587'18.9 M (62.01 FT) SOUTH OF THE CENTER LINE OF THE HIGHWAY AND 1.5 M
 JJ0587'(4.92 FT) SOUTH OF A FENCE LINE, PROJECTING 48 CM ABOVE THE GROUND,
 JJ0587'0.9 M (2.95 FT) BELOW THE HIGHWAY AND 1.8 M (5.91 FT) SOUTH FROM A
 JJ0587'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0080 ***********************************************************************
 HJ0080  DESIGNATION -  B 273
 HJ0080  PID         -  HJ0080
 HJ0080  STATE/COUNTY-  CO/BACA
 HJ0080  USGS QUAD   -  SPRINGFIELD EAST (1978)
 HJ0080
 HJ0080                         *CURRENT SURVEY CONTROL
 HJ0080  ___________________________________________________________________
 HJ0080* NAD 83(1986)-  37 23 40.     (N)    102 34 23.     (W)     SCALED    
 HJ0080* NAVD 88     -      1326.964  (meters)    4353.55   (feet)  POSTED    
 HJ0080  ___________________________________________________________________
 HJ0080  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 HJ0080  DYNAMIC HT  -        1325.570 (meters)    4348.97  (feet)  COMP
 HJ0080  MODELED GRAV-     979,530.8   (mgal)                       NAVD 88
 HJ0080
 HJ0080  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 HJ0080
 HJ0080.The horizontal coordinates were scaled from a topographic map and have
 HJ0080.an estimated accuracy of +/- 6 seconds.
 HJ0080
 HJ0080.The orthometric height was determined by differential leveling
 HJ0080.and adjusted by the National Geodetic Survey in 1992..
 HJ0080.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 HJ0080.rate of 4.1 thru 8.0 mm/km.
 HJ0080
 HJ0080.The geoid height was determined by GEOID03.
 HJ0080
 HJ0080.The dynamic height is computed by dividing the NAVD 88
 HJ0080.geopotential number by the normal gravity value computed on the
 HJ0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0080.degrees latitude (g = 980.6199 gals.).
 HJ0080
 HJ0080.The modeled gravity was interpolated from observed gravity values.
 HJ0080
 HJ0080;                    North         East    Units  Estimated Accuracy
 HJ0080;SPC CO S     -   389,630.    1,173,530.      MT  (+/- 180 meters Scaled)
 HJ0080
 HJ0080                          SUPERSEDED SURVEY CONTROL
 HJ0080
 HJ0080  NGVD 29 (??/??/92) 1326.365  (m)         4351.58   (f) ADJ UNCH    2 0
 HJ0080
 HJ0080.Superseded values are not recommended for survey control.
 HJ0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0080.See file dsdata.txt to determine how the superseded data were derived.
 HJ0080
 HJ0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB148413(NAD 83)
 HJ0080_MARKER: DB = BENCH MARK DISK
 HJ0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0080_STAMPING: B 273 1941
 HJ0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0080+STABILITY: SURFACE MOTION
 HJ0080
 HJ0080  HISTORY     - Date     Condition        Report By
 HJ0080  HISTORY     - 1941     MONUMENTED       CGS
 HJ0080  HISTORY     - 1973     MARK NOT FOUND   USGS
 HJ0080
 HJ0080                          STATION DESCRIPTION
 HJ0080
 HJ0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HJ0080'2.5 MI E FROM SPRINGFIELD.
 HJ0080'TO REACH BENCH MARK GO 2.5 MILES EAST ALONG THE ATCHISON TOPEKA
 HJ0080'AND SANTA FE RAILROAD TO SITE OF BENCH MARK.  BENCH MARK IS AT
 HJ0080'MILE POST 93, 23.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION
 HJ0080'AS THE CENTERLINE OF THE RAILROAD TRACK, 16.0 FEET EAST OF THE
 HJ0080'CENTERLINE OF A PRIVATE ROAD CROSSING THE TRACK, 3.0 FEET NORTH
 HJ0080'OF THE IRON MILE POST, AND 3.0 FEET WEST OF A 4 X 4 INCH WOODEN
 HJ0080'MARKER POST.  THE MONUMENT PROJECTS 0.6 FOOT.
 HJ0080
 HJ0080                          STATION RECOVERY (1973)
 HJ0080
 HJ0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HJ0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0425 ***********************************************************************
 JJ0425  DESIGNATION -  B 274
 JJ0425  PID         -  JJ0425
 JJ0425  STATE/COUNTY-  CO/BENT
 JJ0425  USGS QUAD   -  KREYBILL (1979)
 JJ0425
 JJ0425                         *CURRENT SURVEY CONTROL
 JJ0425  ___________________________________________________________________
 JJ0425* NAD 83(1986)-  38 04 28.     (N)    103 04 39.     (W)     SCALED    
 JJ0425* NAVD 88     -      1181.443  (meters)    3876.12   (feet)  POSTED    
 JJ0425  ___________________________________________________________________
 JJ0425  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 JJ0425  DYNAMIC HT  -        1180.290 (meters)    3872.33  (feet)  COMP
 JJ0425  MODELED GRAV-     979,613.1   (mgal)                       NAVD 88
 JJ0425
 JJ0425  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JJ0425
 JJ0425.The horizontal coordinates were scaled from a topographic map and have
 JJ0425.an estimated accuracy of +/- 6 seconds.
 JJ0425
 JJ0425.The orthometric height was determined by differential leveling
 JJ0425.and adjusted by the National Geodetic Survey in 1992..
 JJ0425.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JJ0425.rate of 2.1 thru 3.0 mm/km.
 JJ0425
 JJ0425.The geoid height was determined by GEOID03.
 JJ0425
 JJ0425.The dynamic height is computed by dividing the NAVD 88
 JJ0425.geopotential number by the normal gravity value computed on the
 JJ0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0425.degrees latitude (g = 980.6199 gals.).
 JJ0425
 JJ0425.The modeled gravity was interpolated from observed gravity values.
 JJ0425
 JJ0425;                    North         East    Units  Estimated Accuracy
 JJ0425;SPC CO S     -   463,800.    1,126,930.      MT  (+/- 180 meters Scaled)
 JJ0425
 JJ0425                          SUPERSEDED SURVEY CONTROL
 JJ0425
 JJ0425  NGVD 29 (??/??/92) 1180.840  (m)         3874.14   (f) ADJ UNCH    1 2
 JJ0425
 JJ0425.Superseded values are not recommended for survey control.
 JJ0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0425.See file dsdata.txt to determine how the superseded data were derived.
 JJ0425
 JJ0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC686158(NAD 83)
 JJ0425_MARKER: DB = BENCH MARK DISK
 JJ0425_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0425_SP_SET: CULVERT
 JJ0425_STAMPING: B 274 1941
 JJ0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0425
 JJ0425  HISTORY     - Date     Condition        Report By
 JJ0425  HISTORY     - 1941     MONUMENTED       CGS
 JJ0425  HISTORY     - 1951     GOOD             NGS
 JJ0425  HISTORY     - 1985     MARK NOT FOUND   NGS
 JJ0425
 JJ0425                          STATION DESCRIPTION
 JJ0425
 JJ0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JJ0425'7.9 MI E FROM LAS ANIMAS.
 JJ0425'7.9 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JJ0425'FROM THE STATION AT LAS ANIMAS, 0.1 MILE WEST OF MILEPOST 528, AT
 JJ0425'CULVERT 528, IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL, 14.5
 JJ0425'FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 2 FEET LOWER
 JJ0425'THAN THE TRACK.  A STANDARD DISK, STAMPED B 274 1941.
 JJ0425
 JJ0425                          STATION RECOVERY (1985)
 JJ0425
 JJ0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0425'THE MARK MAY STILL BE IN PLACE UNDER 3 RAILROAD TIES THAT ARE USED AS
 JJ0425'A BARRICADE TO HOLD BACK THE RAILROAD GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0451 ***********************************************************************
 JJ0451  DESIGNATION -  B 275
 JJ0451  PID         -  JJ0451
 JJ0451  STATE/COUNTY-  CO/KIOWA
 JJ0451  USGS QUAD   -  ARLINGTON NE (1974)
 JJ0451
 JJ0451                         *CURRENT SURVEY CONTROL
 JJ0451  ___________________________________________________________________
 JJ0451* NAD 83(1986)-  38 23 47.     (N)    103 18 14.     (W)     SCALED    
 JJ0451* NAVD 88     -      1322.068  (meters)    4337.48   (feet)  ADJUSTED  
 JJ0451  ___________________________________________________________________
 JJ0451  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 JJ0451  DYNAMIC HT  -        1320.763 (meters)    4333.20  (feet)  COMP
 JJ0451  MODELED GRAV-     979,596.2   (mgal)                       NAVD 88
 JJ0451
 JJ0451  VERT ORDER  -  SECOND    CLASS 0
 JJ0451
 JJ0451.The horizontal coordinates were scaled from a topographic map and have
 JJ0451.an estimated accuracy of +/- 6 seconds.
 JJ0451
 JJ0451.The orthometric height was determined by differential leveling
 JJ0451.and adjusted by the National Geodetic Survey in June 1991..
 JJ0451
 JJ0451.The geoid height was determined by GEOID03.
 JJ0451
 JJ0451.The dynamic height is computed by dividing the NAVD 88
 JJ0451.geopotential number by the normal gravity value computed on the
 JJ0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0451.degrees latitude (g = 980.6199 gals.).
 JJ0451
 JJ0451.The modeled gravity was interpolated from observed gravity values.
 JJ0451
 JJ0451;                    North         East    Units  Estimated Accuracy
 JJ0451;SPC CO S     -   499,030.    1,106,230.      MT  (+/- 180 meters Scaled)
 JJ0451
 JJ0451                          SUPERSEDED SURVEY CONTROL
 JJ0451
 JJ0451  NGVD 29 (??/??/92) 1321.415  (m)         4335.34   (f) ADJ UNCH    2 0
 JJ0451
 JJ0451.Superseded values are not recommended for survey control.
 JJ0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0451.See file dsdata.txt to determine how the superseded data were derived.
 JJ0451
 JJ0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC481511(NAD 83)
 JJ0451_MARKER: DB = BENCH MARK DISK
 JJ0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0451_STAMPING: B 275 1941
 JJ0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0451+STABILITY: SURFACE MOTION
 JJ0451
 JJ0451  HISTORY     - Date     Condition        Report By
 JJ0451  HISTORY     - 1941     MONUMENTED       CGS
 JJ0451
 JJ0451                          STATION DESCRIPTION
 JJ0451
 JJ0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0451'28.9 MI E FROM ORDWAY.
 JJ0451'IN KIOWA COUNTY, 28.9 MILES EAST ALONG THE MISSOURI PACIFIC
 JJ0451'RAILROAD FROM THE STATION AT ORDWAY, CROWLEY COUNTY, 0.1 MILE WEST
 JJ0451'OF SIGNAL 8166, 0.1 MILE EAST OF TRESTLE 4466 C, 50 FEET NORTH OF
 JJ0451'THE CENTERLINE OF STATE HIGHWAY 96, 45 FEET SOUTH OF THE
 JJ0451'CENTERLINE OF THE TRACK, 3 FEET NORTH OF A FENCE LINE, 3 FEET WEST
 JJ0451'OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A
 JJ0451'STANDARD DISK, STAMPED B 275 1941 AND SET IN THE TOP OF A CONCRETE
 JJ0451'POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0327 ***********************************************************************
 KL0327  DESIGNATION -  B 277
 KL0327  PID         -  KL0327
 KL0327  STATE/COUNTY-  CO/PITKIN
 KL0327  USGS QUAD   -  NAST (1994)
 KL0327
 KL0327                         *CURRENT SURVEY CONTROL
 KL0327  ___________________________________________________________________
 KL0327* NAD 83(1986)-  39 18 06.     (N)    106 34 48.     (W)     SCALED    
 KL0327* NAVD 88     -      3103.931  (meters)   10183.48   (feet)  ADJUSTED  
 KL0327  ___________________________________________________________________
 KL0327  GEOID HEIGHT-         -12.86  (meters)                     GEOID03
 KL0327  DYNAMIC HT  -        3099.539 (meters)   10169.07  (feet)  COMP
 KL0327  MODELED GRAV-     979,100.9   (mgal)                       NAVD 88
 KL0327
 KL0327  VERT ORDER  -  SECOND    CLASS 0
 KL0327
 KL0327.The horizontal coordinates were scaled from a topographic map and have
 KL0327.an estimated accuracy of +/- 6 seconds.
 KL0327
 KL0327.The orthometric height was determined by differential leveling
 KL0327.and adjusted by the National Geodetic Survey in June 1991..
 KL0327
 KL0327.The geoid height was determined by GEOID03.
 KL0327
 KL0327.The dynamic height is computed by dividing the NAVD 88
 KL0327.geopotential number by the normal gravity value computed on the
 KL0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0327.degrees latitude (g = 980.6199 gals.).
 KL0327
 KL0327.The modeled gravity was interpolated from observed gravity values.
 KL0327
 KL0327;                    North         East    Units  Estimated Accuracy
 KL0327;SPC CO C     -   468,350.      821,250.      MT  (+/- 180 meters Scaled)
 KL0327
 KL0327                          SUPERSEDED SURVEY CONTROL
 KL0327
 KL0327  NGVD 29 (??/??/92) 3101.877  (m)        10176.74   (f) ADJ UNCH    2 0
 KL0327
 KL0327.Superseded values are not recommended for survey control.
 KL0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0327.See file dsdata.txt to determine how the superseded data were derived.
 KL0327
 KL0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD637514(NAD 83)
 KL0327_MARKER: DB = BENCH MARK DISK
 KL0327_SETTING: 80 = SET IN A BOULDER
 KL0327_SP_SET: BOULDER
 KL0327_STAMPING: B 277 1951
 KL0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0327+STABILITY: SURFACE MOTION
 KL0327
 KL0327  HISTORY     - Date     Condition        Report By
 KL0327  HISTORY     - 1951     MONUMENTED       CGS
 KL0327  HISTORY     - 1959     GOOD             DOD
 KL0327
 KL0327                          STATION DESCRIPTION
 KL0327
 KL0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0327'14.8 MI SE FROM THOMASVILLE.
 KL0327'14.8 MILES SOUTHEAST ALONG STATE HIGHWAY 104 FROM ITS JUNCTION WITH
 KL0327'STATE HIGHWAY 307 AT THOMASVILLE, 51 FEET SOUTH OF THE CENTER LINE OF
 KL0327'THE HIGHWAY, SET IN THE TOP OF THE CENTER OF AN 8X10 FOOT GRANITE
 KL0327'BOULDER, 6 FEET ABOVE THE GROUND.
 KL0327
 KL0327                          STATION RECOVERY (1959)
 KL0327
 KL0327'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0355 ***********************************************************************
 KL0355  DESIGNATION -  B 278
 KL0355  PID         -  KL0355
 KL0355  STATE/COUNTY-  CO/EAGLE
 KL0355  USGS QUAD   -  RUEDI RESERVOIR (1987)
 KL0355
 KL0355                         *CURRENT SURVEY CONTROL
 KL0355  ___________________________________________________________________
 KL0355* NAD 83(1986)-  39 21 56.     (N)    106 48 37.     (W)     SCALED    
 KL0355* NAVD 88     -      2309.108  (meters)    7575.80   (feet)  ADJUSTED  
 KL0355  ___________________________________________________________________
 KL0355  GEOID HEIGHT-         -13.36  (meters)                     GEOID03
 KL0355  DYNAMIC HT  -        2306.229 (meters)    7566.35  (feet)  COMP
 KL0355  MODELED GRAV-     979,299.3   (mgal)                       NAVD 88
 KL0355
 KL0355  VERT ORDER  -  SECOND    CLASS 0
 KL0355
 KL0355.The horizontal coordinates were scaled from a topographic map and have
 KL0355.an estimated accuracy of +/- 6 seconds.
 KL0355
 KL0355.The orthometric height was determined by differential leveling
 KL0355.and adjusted by the National Geodetic Survey in June 1991..
 KL0355
 KL0355.The geoid height was determined by GEOID03.
 KL0355
 KL0355.The dynamic height is computed by dividing the NAVD 88
 KL0355.geopotential number by the normal gravity value computed on the
 KL0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0355.degrees latitude (g = 980.6199 gals.).
 KL0355
 KL0355.The modeled gravity was interpolated from observed gravity values.
 KL0355
 KL0355;                    North         East    Units  Estimated Accuracy
 KL0355;SPC CO C     -   475,700.      801,490.      MT  (+/- 180 meters Scaled)
 KL0355
 KL0355                          SUPERSEDED SURVEY CONTROL
 KL0355
 KL0355  NGVD 29 (??/??/92) 2307.412  (m)         7570.23   (f) ADJ UNCH    2 0
 KL0355
 KL0355.Superseded values are not recommended for survey control.
 KL0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0355.See file dsdata.txt to determine how the superseded data were derived.
 KL0355
 KL0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD440589(NAD 83)
 KL0355_MARKER: DB = BENCH MARK DISK
 KL0355_SETTING: 66 = SET IN ROCK OUTCROP
 KL0355_SP_SET: BOULDER
 KL0355_STAMPING: B 278 1951
 KL0355_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0355+STABILITY: POSITION/ELEVATION WELL
 KL0355
 KL0355  HISTORY     - Date     Condition        Report By
 KL0355  HISTORY     - 1951     MONUMENTED       CGS
 KL0355  HISTORY     - 1969     MARK NOT FOUND   NGS
 KL0355
 KL0355                          STATION DESCRIPTION
 KL0355
 KL0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0355'5.8 MI NW FROM THOMASVILLE.
 KL0355'5.8 MILES NORTHWEST ALONG STATE HIGHWAY 104 FROM ITS JUNCTION WITH
 KL0355'STATE HIGHWAY 307 AT THOMASVILLE, 70 FEET NORTH OF THE CENTER LINE OF
 KL0355'THE HIGHWAY, IN A PASTURE, 200 YARDS NORTHEAST OF THE NORTHEAST CORNER
 KL0355'OF A LOG CABIN, 81 FEET NORTH OF A TELEPHONE POLE, 24 FEET NORTH OF A
 KL0355'FENCE, SET IN THE TOP OF THE CENTER OF A 4X4 FOOT RED SANDSTONE
 KL0355'BOULDER, 0.8 FOOT ABOVE THE GROUND.
 KL0355
 KL0355                          STATION RECOVERY (1969)
 KL0355
 KL0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KL0355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0378 ***********************************************************************
 KL0378  DESIGNATION -  B 279
 KL0378  PID         -  KL0378
 KL0378  STATE/COUNTY-  CO/EAGLE
 KL0378  USGS QUAD   -  CROOKED CREEK PASS (1987)
 KL0378
 KL0378                         *CURRENT SURVEY CONTROL
 KL0378  ___________________________________________________________________
 KL0378* NAD 83(1986)-  39 24 39.     (N)    106 39 41.     (W)     SCALED    
 KL0378* NAVD 88     -      2840.404  (meters)    9318.89   (feet)  ADJUSTED  
 KL0378  ___________________________________________________________________
 KL0378  GEOID HEIGHT-         -12.80  (meters)                     GEOID03
 KL0378  DYNAMIC HT  -        2836.528 (meters)    9306.18  (feet)  COMP
 KL0378  MODELED GRAV-     979,161.5   (mgal)                       NAVD 88
 KL0378
 KL0378  VERT ORDER  -  SECOND    CLASS 0
 KL0378
 KL0378.The horizontal coordinates were scaled from a topographic map and have
 KL0378.an estimated accuracy of +/- 6 seconds.
 KL0378
 KL0378.The orthometric height was determined by differential leveling
 KL0378.and adjusted by the National Geodetic Survey in June 1991..
 KL0378
 KL0378.The geoid height was determined by GEOID03.
 KL0378
 KL0378.The dynamic height is computed by dividing the NAVD 88
 KL0378.geopotential number by the normal gravity value computed on the
 KL0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0378.degrees latitude (g = 980.6199 gals.).
 KL0378
 KL0378.The modeled gravity was interpolated from observed gravity values.
 KL0378
 KL0378;                    North         East    Units  Estimated Accuracy
 KL0378;SPC CO C     -   480,560.      814,390.      MT  (+/- 180 meters Scaled)
 KL0378
 KL0378                          SUPERSEDED SURVEY CONTROL
 KL0378
 KL0378  NGVD 29 (??/??/92) 2838.459  (m)         9312.51   (f) ADJ UNCH    2 0
 KL0378
 KL0378.Superseded values are not recommended for survey control.
 KL0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0378.See file dsdata.txt to determine how the superseded data were derived.
 KL0378
 KL0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD569636(NAD 83)
 KL0378_MARKER: DB = BENCH MARK DISK
 KL0378_SETTING: 80 = SET IN A BOULDER
 KL0378_SP_SET: BOULDER
 KL0378_STAMPING: B 279 1951
 KL0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0378+STABILITY: SURFACE MOTION
 KL0378
 KL0378  HISTORY     - Date     Condition        Report By
 KL0378  HISTORY     - 1951     MONUMENTED       CGS
 KL0378  HISTORY     - 1959     MARK NOT FOUND   DOD
 KL0378
 KL0378                          STATION DESCRIPTION
 KL0378
 KL0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0378'7.05 MI N FROM THOMASVILLE.
 KL0378'7.05 MILES NORTH ALONG STATE HIGHWAY 307 FROM ITS JUNCTION WITH STATE
 KL0378'HIGHWAY 104 AT THOMASVILLE, 0.15 MILE WEST OF A TELEPHONE LINE, 45
 KL0378'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 KL0378'THE CENTER OF A 4X6 FOOT GRANITE BOULDER, 1.0 FOOT ABOVE THE GROUND.
 KL0378
 KL0378                          STATION RECOVERY (1959)
 KL0378
 KL0378'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0378'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0473 ***********************************************************************
 KL0473  DESIGNATION -  B 280
 KL0473  PID         -  KL0473
 KL0473  STATE/COUNTY-  CO/EAGLE
 KL0473  USGS QUAD   -  EAGLE (1987)
 KL0473
 KL0473                         *CURRENT SURVEY CONTROL
 KL0473  ___________________________________________________________________
 KL0473* NAD 83(1986)-  39 37 44.     (N)    106 47 28.     (W)     SCALED    
 KL0473* NAVD 88     -      2077.109  (meters)    6814.65   (feet)  ADJUSTED  
 KL0473  ___________________________________________________________________
 KL0473  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 KL0473  DYNAMIC HT  -        2074.810 (meters)    6807.11  (feet)  COMP
 KL0473  MODELED GRAV-     979,446.8   (mgal)                       NAVD 88
 KL0473
 KL0473  VERT ORDER  -  SECOND    CLASS 0
 KL0473
 KL0473.The horizontal coordinates were scaled from a topographic map and have
 KL0473.an estimated accuracy of +/- 6 seconds.
 KL0473
 KL0473.The orthometric height was determined by differential leveling
 KL0473.and adjusted by the National Geodetic Survey in June 1991..
 KL0473
 KL0473.The geoid height was determined by GEOID03.
 KL0473
 KL0473.The dynamic height is computed by dividing the NAVD 88
 KL0473.geopotential number by the normal gravity value computed on the
 KL0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0473.degrees latitude (g = 980.6199 gals.).
 KL0473
 KL0473.The modeled gravity was interpolated from observed gravity values.
 KL0473
 KL0473;                    North         East    Units  Estimated Accuracy
 KL0473;SPC CO C     -   504,910.      803,560.      MT  (+/- 180 meters Scaled)
 KL0473
 KL0473                          SUPERSEDED SURVEY CONTROL
 KL0473
 KL0473  NGVD 29 (??/??/92) 2075.733  (m)         6810.13   (f) ADJ UNCH    2 0
 KL0473
 KL0473.Superseded values are not recommended for survey control.
 KL0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0473.See file dsdata.txt to determine how the superseded data were derived.
 KL0473
 KL0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD462881(NAD 83)
 KL0473_MARKER: DB = BENCH MARK DISK
 KL0473_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KL0473_SP_SET: WATER TANK FOUNDATION
 KL0473_STAMPING: B 280 1951
 KL0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0473
 KL0473  HISTORY     - Date     Condition        Report By
 KL0473  HISTORY     - 1951     MONUMENTED       CGS
 KL0473
 KL0473                          STATION DESCRIPTION
 KL0473
 KL0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0473'3.0 MI S FROM EAGLE.
 KL0473'3.0 MILES SOUTH ALONG STATE HIGHWAY 307 FROM THE POST OFFICE AT EAGLE,
 KL0473'0.15 MILE EAST OF A FARMHOUSE, 51 FEET SOUTH OF THE CENTER LINE OF THE
 KL0473'HIGHWAY, 30 FEET NORTH OF THE NORTH EDGE OF BRUSH CREEK, 9 FEET NORTH
 KL0473'OF A FENCE, SET IN THE TOP OF THE MOST WESTERLY CONCRETE FOUNDATION
 KL0473'BLOCK OF THE CITY WATER TANK, 1.8 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0108 ***********************************************************************
 KL0108  DESIGNATION -  B 281
 KL0108  PID         -  KL0108
 KL0108  STATE/COUNTY-  CO/SUMMIT
 KL0108  USGS QUAD   -  VAIL PASS (1987)
 KL0108
 KL0108                         *CURRENT SURVEY CONTROL
 KL0108  ___________________________________________________________________
 KL0108* NAD 83(1986)-  39 30 15.     (N)    106 08 41.     (W)     SCALED    
 KL0108* NAVD 88     -      2956.770  (meters)    9700.67   (feet)  ADJUSTED  
 KL0108  ___________________________________________________________________
 KL0108  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 KL0108  DYNAMIC HT  -        2952.973 (meters)    9688.21  (feet)  COMP
 KL0108  MODELED GRAV-     979,235.0   (mgal)                       NAVD 88
 KL0108
 KL0108  VERT ORDER  -  FIRST     CLASS II
 KL0108
 KL0108.The horizontal coordinates were scaled from a topographic map and have
 KL0108.an estimated accuracy of +/- 6 seconds.
 KL0108
 KL0108.The orthometric height was determined by differential leveling
 KL0108.and adjusted by the National Geodetic Survey in June 1991..
 KL0108
 KL0108.The geoid height was determined by GEOID03.
 KL0108
 KL0108.The dynamic height is computed by dividing the NAVD 88
 KL0108.geopotential number by the normal gravity value computed on the
 KL0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0108.degrees latitude (g = 980.6199 gals.).
 KL0108
 KL0108.The modeled gravity was interpolated from observed gravity values.
 KL0108
 KL0108;                    North         East    Units  Estimated Accuracy
 KL0108;SPC CO C     -   490,480.      858,950.      MT  (+/- 180 meters Scaled)
 KL0108
 KL0108                          SUPERSEDED SURVEY CONTROL
 KL0108
 KL0108  NGVD 29 (??/??/92) 2955.040  (m)         9694.99   (f) ADJ UNCH    1 2
 KL0108
 KL0108.Superseded values are not recommended for survey control.
 KL0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0108.See file dsdata.txt to determine how the superseded data were derived.
 KL0108
 KL0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD015733(NAD 83)
 KL0108_MARKER: DB = BENCH MARK DISK
 KL0108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KL0108_SP_SET: ABUTMENT
 KL0108_STAMPING: B 281 1951
 KL0108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0108
 KL0108  HISTORY     - Date     Condition        Report By
 KL0108  HISTORY     - 1951     MONUMENTED       CGS
 KL0108  HISTORY     - 1959     GOOD             DOD
 KL0108
 KL0108                          STATION DESCRIPTION
 KL0108
 KL0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0108'8.25 MI NW FROM KOKOMO.
 KL0108'8.0 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ITS JUNCTION WITH
 KL0108'COUNTY ROAD 304 AT KOKOMO, THENCE 0.25 MILE WEST ALONG U.S. HIGHWAY 6,
 KL0108'16 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 KL0108'THE SOUTHEAST END OF THE SOUTH ABUTMENT OF A LARGE CONCRETE BRIDGE
 KL0108'OVER THE WEST FORK OF TEN MILE CREEK.  NOTE-- THE MARK IS 26 FEET
 KL0108'SOUTH OF THE CENTERLINE OF A BRIDGE OVER THE WEST FORK OF TEN MILE
 KL0108'CREEK AND 1.1 FEET HIGHER.  19 FEET EAST OF THE CENTERLINE OF U.S.
 KL0108'HIGHWAY 6 AND 0.9 FOOT HIGHER.  50 FEET WEST OF THE EAST EDGE OF TEN
 KL0108'MILE CREEK AND 9.1 FEET HIGHER.
 KL0108
 KL0108                          STATION RECOVERY (1959)
 KL0108
 KL0108'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0027 ***********************************************************************
 KL0027  DESIGNATION -  B 282
 KL0027  PID         -  KL0027
 KL0027  STATE/COUNTY-  CO/SUMMIT
 KL0027  USGS QUAD   -  VAIL PASS (1987)
 KL0027
 KL0027                         *CURRENT SURVEY CONTROL
 KL0027  ___________________________________________________________________
 KL0027* NAD 83(1986)-  39 33 56.     (N)    106 07 37.     (W)     SCALED    
 KL0027* NAVD 88     -      2806.527  (meters)    9207.75   (feet)  ADJUSTED  
 KL0027  ___________________________________________________________________
 KL0027  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 KL0027  DYNAMIC HT  -        2803.002 (meters)    9196.18  (feet)  COMP
 KL0027  MODELED GRAV-     979,269.2   (mgal)                       NAVD 88
 KL0027
 KL0027  VERT ORDER  -  FIRST     CLASS II
 KL0027
 KL0027.The horizontal coordinates were scaled from a topographic map and have
 KL0027.an estimated accuracy of +/- 6 seconds.
 KL0027
 KL0027.The orthometric height was determined by differential leveling
 KL0027.and adjusted by the National Geodetic Survey in June 1991..
 KL0027
 KL0027.The geoid height was determined by GEOID03.
 KL0027
 KL0027.The dynamic height is computed by dividing the NAVD 88
 KL0027.geopotential number by the normal gravity value computed on the
 KL0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0027.degrees latitude (g = 980.6199 gals.).
 KL0027
 KL0027.The modeled gravity was interpolated from observed gravity values.
 KL0027
 KL0027;                    North         East    Units  Estimated Accuracy
 KL0027;SPC CO C     -   497,280.      860,530.      MT  (+/- 180 meters Scaled)
 KL0027
 KL0027                          SUPERSEDED SURVEY CONTROL
 KL0027
 KL0027  NGVD 29 (??/??/92) 2804.844  (m)         9202.23   (f) ADJ UNCH    1 2
 KL0027
 KL0027.Superseded values are not recommended for survey control.
 KL0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0027.See file dsdata.txt to determine how the superseded data were derived.
 KL0027
 KL0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD031801(NAD 83)
 KL0027_MARKER: DB = BENCH MARK DISK
 KL0027_SETTING: 80 = SET IN A BOULDER
 KL0027_SP_SET: BOULDER
 KL0027_STAMPING: B 282 1951
 KL0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0027+STABILITY: SURFACE MOTION
 KL0027
 KL0027  HISTORY     - Date     Condition        Report By
 KL0027  HISTORY     - 1951     MONUMENTED       CGS
 KL0027  HISTORY     - 1970     GOOD             USGS
 KL0027
 KL0027                          STATION DESCRIPTION
 KL0027
 KL0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0027'4.95 MI SW FROM DILLON.
 KL0027'4.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 6 FROM THE JUNCTION WITH STATE
 KL0027'HIGHWAY 9 AT DILLON, 45 FEET NORTHWEST OF THE CENTER LINE OF THE
 KL0027'HIGHWAY, 4 FEET ABOVE THE GROUND, SET IN THE TOP OF THE CENTER OF A
 KL0027'15X40 FOOT GRANITE BOULDER.
 KL0027
 KL0027                          STATION RECOVERY (1970)
 KL0027
 KL0027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 KL0027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0160 ***********************************************************************
 KL0160  DESIGNATION -  B 283
 KL0160  PID         -  KL0160
 KL0160  STATE/COUNTY-  CO/LAKE
 KL0160  USGS QUAD   -  CLIMAX (1994)
 KL0160
 KL0160                         *CURRENT SURVEY CONTROL
 KL0160  ___________________________________________________________________
 KL0160* NAD 83(1992)-  39 22 27.96239(N)    106 11 34.81190(W)     ADJUSTED  
 KL0160* NAVD 88     -      3430.854  (meters)   11256.06   (feet)  ADJUSTED  
 KL0160  ___________________________________________________________________
 KL0160  X           -  -1,377,554.154 (meters)                     COMP
 KL0160  Y           -  -4,743,734.623 (meters)                     COMP
 KL0160  Z           -   4,026,705.126 (meters)                     COMP
 KL0160  LAPLACE CORR-           4.95  (seconds)                    DEFLEC99
 KL0160  ELLIP HEIGHT-        3418.10  (meters)          (12/03/02) GPS OBS
 KL0160  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 KL0160  DYNAMIC HT  -        3426.091 (meters)   11240.43  (feet)  COMP
 KL0160  MODELED GRAV-     979,113.0   (mgal)                       NAVD 88
 KL0160
 KL0160  HORZ ORDER  -  FIRST
 KL0160  VERT ORDER  -  FIRST     CLASS II
 KL0160  ELLP ORDER  -  FOURTH    CLASS II
 KL0160
 KL0160.The horizontal coordinates were established by GPS observations
 KL0160.and adjusted by the National Geodetic Survey in December 1998..
 KL0160
 KL0160.The orthometric height was determined by differential leveling
 KL0160.and adjusted by the National Geodetic Survey in June 1991..
 KL0160
 KL0160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KL0160
 KL0160.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0160
 KL0160.The ellipsoidal height was determined by GPS observations
 KL0160.and is referenced to NAD 83.
 KL0160
 KL0160.The geoid height was determined by GEOID03.
 KL0160
 KL0160.The dynamic height is computed by dividing the NAVD 88
 KL0160.geopotential number by the normal gravity value computed on the
 KL0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0160.degrees latitude (g = 980.6199 gals.).
 KL0160
 KL0160.The modeled gravity was interpolated from observed gravity values.
 KL0160
 KL0160;                    North         East     Units Scale Factor Converg.
 KL0160;SPC CO C     -   476,103.316   854,690.863   MT  0.99994726   -0 26 13.5
 KL0160;SPC CO C     - 1,562,015.63  2,804,098.27   sFT  0.99994726   -0 26 13.5
 KL0160;UTM  13      - 4,359,007.995   397,240.969   MT  0.99973001   -0 45 24.8
 KL0160
 KL0160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0160!SPC CO C     -   0.99946402  x   0.99994726  =   0.99941131
 KL0160!UTM  13      -   0.99946402  x   0.99973001  =   0.99919418
 KL0160
 KL0160                          SUPERSEDED SURVEY CONTROL
 KL0160
 KL0160  ELLIP H (12/08/98) 3418.10   (m)                       GP(       ) 3 1
 KL0160  NAVD 88 (12/08/98) 3430.85   (m)        11256.0    (f) LEVELING    3  
 KL0160  NGVD 29 (??/??/92) 3428.887  (m)        11249.61   (f) ADJ UNCH    1 2
 KL0160
 KL0160.Superseded values are not recommended for survey control.
 KL0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0160.See file dsdata.txt to determine how the superseded data were derived.
 KL0160
 KL0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD9724159008(NAD 83)
 KL0160_MARKER: DB = BENCH MARK DISK
 KL0160_SETTING: 66 = SET IN ROCK OUTCROP
 KL0160_SP_SET: BOULDER
 KL0160_STAMPING: B 283 1951
 KL0160_MARK LOGO: CGS   
 KL0160_PROJECTION: FLUSH
 KL0160_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0160_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0160+STABILITY: POSITION/ELEVATION WELL
 KL0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KL0160+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 KL0160
 KL0160  HISTORY     - Date     Condition        Report By
 KL0160  HISTORY     - 1951     MONUMENTED       CGS
 KL0160  HISTORY     - 1970     GOOD             USGS
 KL0160  HISTORY     - 19980817 GOOD             CODOT
 KL0160  HISTORY     - 20030910 GOOD             NGS
 KL0160
 KL0160                          STATION DESCRIPTION
 KL0160
 KL0160'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KL0160'12.6 MI NE FROM LEADVILLE.
 KL0160'0.6 MI. NE ALONG STATE HIGHWAY FROM THE ENTRANCE TO THE CLIMAX
 KL0160'MOLYBDENUM COMPANY MINE AT CLIMAX.  LEADVILLE, 12.6 MILES NORTHEAST
 KL0160'ALONG U.S. HIGHWAY 24 AND STATE HIGHWAY 91 FROM THE COUNTY COURTHOUSE
 KL0160'AT.  0.55 MILE NORTH OF SUMMIT OF FREMONT PASS AND ENTRANCE TO CLIMAX
 KL0160'MOLYBDENUM MINE, 33 FT. SOUTHWEST AND 7 FT. HIGHER THAN CENTER LINE OF
 KL0160'HIGHWAY, SET IN THE TOP OF A 4 X 6 FOOT GRANITE BOULDER ABOUT FLUSH
 KL0160'WITH GROUND, A STANDARD DISK, STAMPED B 283 1951.
 KL0160
 KL0160                          STATION RECOVERY (1998)
 KL0160
 KL0160'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (KAW)
 KL0160'THE STATION WILL BE USED DURING A CHARN DENSIFICATION PROJECT  THE
 KL0160'STATION IS LOCATED APPROXIAMTELY 10 MILES (16.1 KM) SOUTH OF COPPER
 KL0160'MOUNTAIN ALONG STATE HIGHWAY 91 (SH 91) AND 0.6 MI (1.0 KM) NORTH OF
 KL0160'THE SUMMIT OF FREMONT PASS AT SH 91 MILEPOST 11.8 IN THE NORTHWEST
 KL0160'1/4, SECTION 11, T 8 S, R 79 W, 6TH P.M  TO REACH THE STATION FROM THE
 KL0160'JUNCTION OF I-70 AND SH 91, PROCEED SOUTH ON SH 91 FOR 10.3 MI (16.6
 KL0160'KM) TO THE STATION ON THE RIGHT  TO REACH THE STATION FROM THE SUMMIT
 KL0160'OF FREMONT PASS, PROCEED NORTH ON SH 91 FOR 0.6 MI (1.0 KM) TO THE
 KL0160'STATION ON THE LEFT  THE STATION IS A BRASS USCGS BENCH MARK DISK SET
 KL0160'IN THE TOP OF A 1.7 M (5.6 FT) BY 1.3 M (4.3 FT) BOULDER PROJECTING
 KL0160'1.5 M (4.9 FT) FROM THE CUT SLOPE.  IT IS 10.9 M (35.8 FT) NORTHWEST
 KL0160'OF THE END OFF A 24 IN CORRUGATED METAL PIPE WITH A ROCK CATCH BASIN,
 KL0160'10.6 M (34.8 FT) SOUTHWEST OF THE CENTER OF SH 91, 2.9 M (9.5 FT) WEST
 KL0160'OF A STEEL CODOT WITNESS POST AND 1.5 M (4.9 FT) SOUTHWEST OF A CLUMP
 KL0160'OF SMALL TREES  DESCRIPTION BY K A WILLIAMS, CODOT
 KL0160
 KL0160                          STATION RECOVERY (2003)
 KL0160
 KL0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 KL0160'MARK IS SET IN BOULDER, NOT OUTCROP.  IT IS 0.5 MILES NORTH OF FREMONT
 KL0160'PASS AND 0.35 MILES SOUTH OF LAKE/SUMMIT COUNTY LINE.  PIPE IS GONE.
 KL0160'MAKR IS ON LEVEL WITH A BERM MID-HEIGHT BETWEEN CO 91 AND A MINE ROAD.
 KL0160'BERM WAS GRADE FOR OLD PIPELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0206 ***********************************************************************
 KL0206  DESIGNATION -  B 284
 KL0206  PID         -  KL0206
 KL0206  STATE/COUNTY-  CO/PARK
 KL0206  USGS QUAD   -  CLIMAX (1994)
 KL0206
 KL0206                         *CURRENT SURVEY CONTROL
 KL0206  ___________________________________________________________________
 KL0206* NAD 83(1986)-  39 16 39.     (N)    106 08 07.     (W)     SCALED    
 KL0206* NAVD 88     -      3387.529  (meters)   11113.92   (feet)  ADJUSTED  
 KL0206  ___________________________________________________________________
 KL0206  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 KL0206  DYNAMIC HT  -        3382.806 (meters)   11098.42  (feet)  COMP
 KL0206  MODELED GRAV-     979,109.0   (mgal)                       NAVD 88
 KL0206
 KL0206  VERT ORDER  -  SECOND    CLASS 0
 KL0206
 KL0206.The horizontal coordinates were scaled from a topographic map and have
 KL0206.an estimated accuracy of +/- 6 seconds.
 KL0206
 KL0206.The orthometric height was determined by differential leveling
 KL0206.and adjusted by the National Geodetic Survey in June 1991..
 KL0206
 KL0206.The geoid height was determined by GEOID03.
 KL0206
 KL0206.The dynamic height is computed by dividing the NAVD 88
 KL0206.geopotential number by the normal gravity value computed on the
 KL0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0206.degrees latitude (g = 980.6199 gals.).
 KL0206
 KL0206.The modeled gravity was interpolated from observed gravity values.
 KL0206
 KL0206;                    North         East    Units  Estimated Accuracy
 KL0206;SPC CO C     -   465,310.      859,590.      MT  (+/- 180 meters Scaled)
 KL0206
 KL0206                          SUPERSEDED SURVEY CONTROL
 KL0206
 KL0206  NGVD 29 (??/??/92) 3385.557  (m)        11107.45   (f) ADJ UNCH    2 0
 KL0206
 KL0206.Superseded values are not recommended for survey control.
 KL0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0206.See file dsdata.txt to determine how the superseded data were derived.
 KL0206
 KL0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD020481(NAD 83)
 KL0206_MARKER: DB = BENCH MARK DISK
 KL0206_SETTING: 80 = SET IN A BOULDER
 KL0206_SP_SET: BOULDER
 KL0206_STAMPING: B 284 1951
 KL0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0206+STABILITY: SURFACE MOTION
 KL0206
 KL0206  HISTORY     - Date     Condition        Report By
 KL0206  HISTORY     - 1951     MONUMENTED       CGS
 KL0206  HISTORY     - 1959     GOOD             DOD
 KL0206
 KL0206                          STATION DESCRIPTION
 KL0206
 KL0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0206'6.15 MI W FROM ALMA.
 KL0206'0.35 MILE SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 KL0206'ALMA, THENCE 5.8 MILES WEST ALONG A GRAVELED ROAD, 84 FEET NORTH OF
 KL0206'THE CENTER LINE OF THE GRAVELED ROAD, 42 FEET SOUTH OF A POWER POLE,
 KL0206'36 FEET NORTHWEST OF A TELEPHONE POLE, 30 FEET WEST OF THE WEST EDGE
 KL0206'OF A GROVE OF ASPEN TREES, ON THE OUTSIDE OF A CURVE IN THE ROAD, 5
 KL0206'FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF THE CENTER OF A
 KL0206'LARGE GRANITE BOULDER, FLUSH WITH THE GROUND.
 KL0206
 KL0206                          STATION RECOVERY (1959)
 KL0206
 KL0206'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0669 ***********************************************************************
 JK0669  DESIGNATION -  B 285
 JK0669  PID         -  JK0669
 JK0669  STATE/COUNTY-  CO/CHAFFEE
 JK0669  USGS QUAD   -  SALIDA EAST (1983)
 JK0669
 JK0669                         *CURRENT SURVEY CONTROL
 JK0669  ___________________________________________________________________
 JK0669* NAD 83(1986)-  38 33 46.     (N)    105 59 14.     (W)     SCALED    
 JK0669* NAVD 88     -      2273.887  (meters)    7460.24   (feet)  ADJUSTED  
 JK0669  ___________________________________________________________________
 JK0669  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 JK0669  DYNAMIC HT  -        2271.132 (meters)    7451.21  (feet)  COMP
 JK0669  MODELED GRAV-     979,335.3   (mgal)                       NAVD 88
 JK0669
 JK0669  VERT ORDER  -  SECOND    CLASS 0
 JK0669
 JK0669.The horizontal coordinates were scaled from a topographic map and have
 JK0669.an estimated accuracy of +/- 6 seconds.
 JK0669
 JK0669.The orthometric height was determined by differential leveling
 JK0669.and adjusted by the National Geodetic Survey in June 1991..
 JK0669
 JK0669.The geoid height was determined by GEOID03.
 JK0669
 JK0669.The dynamic height is computed by dividing the NAVD 88
 JK0669.geopotential number by the normal gravity value computed on the
 JK0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0669.degrees latitude (g = 980.6199 gals.).
 JK0669
 JK0669.The modeled gravity was interpolated from observed gravity values.
 JK0669
 JK0669;                    North         East    Units  Estimated Accuracy
 JK0669;SPC CO C     -   385,890.      871,940.      MT  (+/- 180 meters Scaled)
 JK0669
 JK0669                          SUPERSEDED SURVEY CONTROL
 JK0669
 JK0669  NGVD 29 (??/??/92) 2272.462  (m)         7455.57   (f) ADJ UNCH    2 0
 JK0669
 JK0669.Superseded values are not recommended for survey control.
 JK0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0669.See file dsdata.txt to determine how the superseded data were derived.
 JK0669
 JK0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC139687(NAD 83)
 JK0669_MARKER: DB = BENCH MARK DISK
 JK0669_SETTING: 80 = SET IN A BOULDER
 JK0669_SP_SET: BOULDER
 JK0669_STAMPING: B 285 1951
 JK0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0669+STABILITY: SURFACE MOTION
 JK0669
 JK0669  HISTORY     - Date     Condition        Report By
 JK0669  HISTORY     - 1951     MONUMENTED       CGS
 JK0669  HISTORY     - 1976     GOOD             USGS
 JK0669
 JK0669                          STATION DESCRIPTION
 JK0669
 JK0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0669'2.6 MI NE FROM SALIDA.
 JK0669'1.0 MILE NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0669'FROM THE STATION AT SALIDA, THENCE 1.6 MILES NORTHEAST ALONG THE
 JK0669'UTE TRAIL, 50 YARDS SOUTH OF A CURVE IN THE HIGHWAY, 104 FEET SOUTH
 JK0669'OF THE EAST END OF A 24 INCH PIPE CULVERT, 51 FEET EAST OF THE
 JK0669'CENTER LINE OF THE TRAIL, 8 FEET ABOVE THE LEVEL OF THE ROAD, 1.5
 JK0669'FEET ABOVE THE GROUND, SET IN THE TOP OF A 4X6 FOOT GRANITE BOULDER.
 JK0669
 JK0669                          STATION RECOVERY (1976)
 JK0669
 JK0669'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JK0669'1.0 MILE NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0669'FROM THE STATION AT SALIDA, THENCE 1.6 MILES NORTHEAST ALONG THE UTE
 JK0669'TRAIL, 50 YARDS SOUTH OF A CURVE IN THE ROAD, 118 FEET SOUTH OF THE
 JK0669'EAST END OF A 24 INCH PIPE CULVERT, 56 FEET EAST OF THE CENTER LINE
 JK0669'OF THE ROAD, 8 FEET ABOVE THE LEVEL OF THE ROAD, 1.5 FEET ABOVE THE
 JK0669'GROUND, SET IN THE TOP OF A 4 X 6 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0081 ***********************************************************************
 JL0081  DESIGNATION -  B 286
 JL0081  PID         -  JL0081
 JL0081  STATE/COUNTY-  CO/CHAFFEE
 JL0081  USGS QUAD   -  SALIDA WEST (1994)
 JL0081
 JL0081                         *CURRENT SURVEY CONTROL
 JL0081  ___________________________________________________________________
 JL0081* NAD 83(1986)-  38 32 39.     (N)    106 00 22.     (W)     SCALED    
 JL0081* NAVD 88     -      2152.019  (meters)    7060.42   (feet)  ADJUSTED  
 JL0081  ___________________________________________________________________
 JL0081  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 JL0081  DYNAMIC HT  -        2149.425 (meters)    7051.91  (feet)  COMP
 JL0081  MODELED GRAV-     979,346.5   (mgal)                       NAVD 88
 JL0081
 JL0081  VERT ORDER  -  SECOND    CLASS 0
 JL0081
 JL0081.The horizontal coordinates were scaled from a topographic map and have
 JL0081.an estimated accuracy of +/- 6 seconds.
 JL0081
 JL0081.The orthometric height was determined by differential leveling
 JL0081.and adjusted by the National Geodetic Survey in June 1991..
 JL0081
 JL0081.The geoid height was determined by GEOID03.
 JL0081
 JL0081.The dynamic height is computed by dividing the NAVD 88
 JL0081.geopotential number by the normal gravity value computed on the
 JL0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0081.degrees latitude (g = 980.6199 gals.).
 JL0081
 JL0081.The modeled gravity was interpolated from observed gravity values.
 JL0081
 JL0081;                    North         East    Units  Estimated Accuracy
 JL0081;SPC CO C     -   383,830.      870,280.      MT  (+/- 180 meters Scaled)
 JL0081
 JL0081                          SUPERSEDED SURVEY CONTROL
 JL0081
 JL0081  NGVD 29 (??/??/92) 2150.598  (m)         7055.75   (f) ADJ UNCH    2 0
 JL0081
 JL0081.Superseded values are not recommended for survey control.
 JL0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0081.See file dsdata.txt to determine how the superseded data were derived.
 JL0081
 JL0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC123666(NAD 83)
 JL0081_MARKER: DB = BENCH MARK DISK
 JL0081_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JL0081_SP_SET: BRIDGE
 JL0081_STAMPING: B 286 1951
 JL0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0081
 JL0081  HISTORY     - Date     Condition        Report By
 JL0081  HISTORY     - 1951     MONUMENTED       CGS
 JL0081  HISTORY     - 1984     GOOD             NGS
 JL0081
 JL0081                          STATION DESCRIPTION
 JL0081
 JL0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JL0081'1.35 MI NW FROM SALIDA.
 JL0081'1.0 MILE NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0081'FROM THE STATION AT SALIDA, THENCE 0.25 MILE SOUTHWEST ALONG A
 JL0081'GRAVELED ROAD, THENCE 0.1 MILE SOUTH ALONG STATE HIGHWAY 291, 10 FEET
 JL0081'WEST OF THE CENTER LINE OF THE HIGHWAY, 120 FEET NORTH OF THE CENTER
 JL0081'OF A JUNCTION WITH A GRAVELED ROAD LEADING NORTHWEST, SET IN THE TOP
 JL0081'OF THE SOUTH END OF THE WEST GUARD RAIL OF A 200 FOOT CONCRETE BRIDGE
 JL0081'OVER THE ARKANSAS RIVER.
 JL0081
 JL0081                          STATION RECOVERY (1984)
 JL0081
 JL0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0462 ***********************************************************************
 JK0462  DESIGNATION -  B 287
 JK0462  PID         -  JK0462
 JK0462  STATE/COUNTY-  CO/FREMONT
 JK0462  USGS QUAD   -  GRIBBLE MOUNTAIN (1983)
 JK0462
 JK0462                         *CURRENT SURVEY CONTROL
 JK0462  ___________________________________________________________________
 JK0462* NAD 83(1986)-  38 35 22.     (N)    105 25 24.     (W)     SCALED    
 JK0462* NAVD 88     -      2212.662  (meters)    7259.38   (feet)  ADJUSTED  
 JK0462  ___________________________________________________________________
 JK0462  GEOID HEIGHT-         -15.05  (meters)                     GEOID03
 JK0462  DYNAMIC HT  -        2210.067 (meters)    7250.86  (feet)  COMP
 JK0462  MODELED GRAV-     979,375.8   (mgal)                       NAVD 88
 JK0462
 JK0462  VERT ORDER  -  SECOND    CLASS 0
 JK0462
 JK0462.The horizontal coordinates were scaled from a topographic map and have
 JK0462.an estimated accuracy of +/- 6 seconds.
 JK0462
 JK0462.The orthometric height was determined by differential leveling
 JK0462.and adjusted by the National Geodetic Survey in June 1991..
 JK0462
 JK0462.The geoid height was determined by GEOID03.
 JK0462
 JK0462.The dynamic height is computed by dividing the NAVD 88
 JK0462.geopotential number by the normal gravity value computed on the
 JK0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0462.degrees latitude (g = 980.6199 gals.).
 JK0462
 JK0462.The modeled gravity was interpolated from observed gravity values.
 JK0462
 JK0462;                    North         East    Units  Estimated Accuracy
 JK0462;SPC CO C     -   388,740.      921,080.      MT  (+/- 180 meters Scaled)
 JK0462
 JK0462                          SUPERSEDED SURVEY CONTROL
 JK0462
 JK0462  NGVD 29 (??/??/92) 2211.413  (m)         7255.28   (f) ADJ UNCH    2 0
 JK0462
 JK0462.Superseded values are not recommended for survey control.
 JK0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0462.See file dsdata.txt to determine how the superseded data were derived.
 JK0462
 JK0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC631713(NAD 83)
 JK0462_MARKER: DB = BENCH MARK DISK
 JK0462_SETTING: 80 = SET IN A BOULDER
 JK0462_SP_SET: BOULDER
 JK0462_STAMPING: B 287 1951
 JK0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0462+STABILITY: SURFACE MOTION
 JK0462
 JK0462  HISTORY     - Date     Condition        Report By
 JK0462  HISTORY     - 1951     MONUMENTED       CGS
 JK0462
 JK0462                          STATION DESCRIPTION
 JK0462
 JK0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0462'11.8 MI NW FROM PARKDALE.
 JK0462'1.3 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0462'RAILROAD FROM THE STATION AT PARKDALE, THENCE 1.6 MILES NORTHEAST
 JK0462'ALONG U.S. HIGHWAY 50, THENCE 8.85 MILES NORTHWEST ALONG STATE
 JK0462'HIGHWAY 9, 0.35 MILE NORTHWEST OF A STEEL BRIDGE, 58 FEET SOUTHEAST
 JK0462'OF A TELEPHONE POLE, 40 FEET SOUTHWEST OF THE CENTER LINE OF THE
 JK0462'HIGHWAY, 9 FEET SOUTHWEST OF A FENCE, 15 FEET ABOVE THE LEVEL OF
 JK0462'THE HIGHWAY, 5 FEET ABOVE THE GROUND, SET IN THE TOP OF THE CENTER
 JK0462'OF A 7X10 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0710 ***********************************************************************
 JK0710  DESIGNATION -  B 288
 JK0710  PID         -  JK0710
 JK0710  STATE/COUNTY-  CO/PARK
 JK0710  USGS QUAD   -  THIRTYONE MILE MOUNTAIN (1983)
 JK0710
 JK0710                         *CURRENT SURVEY CONTROL
 JK0710  ___________________________________________________________________
 JK0710* NAD 83(1986)-  38 44 22.     (N)    105 36 25.     (W)     SCALED    
 JK0710* NAVD 88     -      2758.808  (meters)    9051.19   (feet)  ADJUSTED  
 JK0710  ___________________________________________________________________
 JK0710  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 JK0710  DYNAMIC HT  -        2755.309 (meters)    9039.71  (feet)  COMP
 JK0710  MODELED GRAV-     979,259.3   (mgal)                       NAVD 88
 JK0710
 JK0710  VERT ORDER  -  SECOND    CLASS 0
 JK0710
 JK0710.The horizontal coordinates were scaled from a topographic map and have
 JK0710.an estimated accuracy of +/- 6 seconds.
 JK0710
 JK0710.The orthometric height was determined by differential leveling
 JK0710.and adjusted by the National Geodetic Survey in June 1991..
 JK0710
 JK0710.The geoid height was determined by GEOID03.
 JK0710
 JK0710.The dynamic height is computed by dividing the NAVD 88
 JK0710.geopotential number by the normal gravity value computed on the
 JK0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0710.degrees latitude (g = 980.6199 gals.).
 JK0710
 JK0710.The modeled gravity was interpolated from observed gravity values.
 JK0710
 JK0710;                    North         East    Units  Estimated Accuracy
 JK0710;SPC CO C     -   405,390.      905,100.      MT  (+/- 180 meters Scaled)
 JK0710
 JK0710                          SUPERSEDED SURVEY CONTROL
 JK0710
 JK0710  NGVD 29 (??/??/92) 2757.311  (m)         9046.28   (f) ADJ UNCH    2 0
 JK0710
 JK0710.Superseded values are not recommended for survey control.
 JK0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0710.See file dsdata.txt to determine how the superseded data were derived.
 JK0710
 JK0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC472880(NAD 83)
 JK0710_MARKER: DB = BENCH MARK DISK
 JK0710_SETTING: 80 = SET IN A BOULDER
 JK0710_SP_SET: BOULDER
 JK0710_STAMPING: B 288 1951
 JK0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0710+STABILITY: SURFACE MOTION
 JK0710
 JK0710  HISTORY     - Date     Condition        Report By
 JK0710  HISTORY     - 1951     MONUMENTED       CGS
 JK0710
 JK0710                          STATION DESCRIPTION
 JK0710
 JK0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0710'6.3 MI SW FROM GUFFEY.
 JK0710'1.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 JK0710'GUFFEY, THENCE 1.6 MILES NORTHWEST ALONG STATE HIGHWAY 9, THENCE 3.3
 JK0710'MILES SOUTHWEST ALONG A GRAVELED ROAD, 0.25 MILE EAST OF A ROAD
 JK0710'LEADING SOUTH, 0.05 MILE SOUTH OF A CATTLE GUARD, 95 FEET NORTHEAST
 JK0710'OF A FENCE CORNER, 51 FEET EAST OF THE CENTER LINE OF THE ROAD, 25
 JK0710'FEET EAST OF A FENCE, 3 FEET ABOVE THE GROUND, SET IN THE TOP
 JK0710'OF THE NORTHEAST END OF A 20X30 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0728 ***********************************************************************
 JK0728  DESIGNATION -  B 289
 JK0728  PID         -  JK0728
 JK0728  STATE/COUNTY-  CO/PARK
 JK0728  USGS QUAD   -  GUFFEY NW (1956)
 JK0728
 JK0728                         *CURRENT SURVEY CONTROL
 JK0728  ___________________________________________________________________
 JK0728* NAD 83(1986)-  38 55 02.     (N)    105 42 24.     (W)     SCALED    
 JK0728* NAVD 88     -      2807.046  (meters)    9209.45   (feet)  ADJUSTED  
 JK0728  ___________________________________________________________________
 JK0728  GEOID HEIGHT-         -13.89  (meters)                     GEOID03
 JK0728  DYNAMIC HT  -        2803.481 (meters)    9197.75  (feet)  COMP
 JK0728  MODELED GRAV-     979,255.3   (mgal)                       NAVD 88
 JK0728
 JK0728  VERT ORDER  -  SECOND    CLASS 0
 JK0728
 JK0728.The horizontal coordinates were scaled from a topographic map and have
 JK0728.an estimated accuracy of +/- 6 seconds.
 JK0728
 JK0728.The orthometric height was determined by differential leveling
 JK0728.and adjusted by the National Geodetic Survey in June 1991..
 JK0728
 JK0728.The geoid height was determined by GEOID03.
 JK0728
 JK0728.The dynamic height is computed by dividing the NAVD 88
 JK0728.geopotential number by the normal gravity value computed on the
 JK0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0728.degrees latitude (g = 980.6199 gals.).
 JK0728
 JK0728.The modeled gravity was interpolated from observed gravity values.
 JK0728
 JK0728;                    North         East    Units  Estimated Accuracy
 JK0728;SPC CO C     -   425,140.      896,480.      MT  (+/- 180 meters Scaled)
 JK0728
 JK0728                          SUPERSEDED SURVEY CONTROL
 JK0728
 JK0728  NGVD 29 (??/??/92) 2805.494  (m)         9204.36   (f) ADJ UNCH    2 0
 JK0728
 JK0728.Superseded values are not recommended for survey control.
 JK0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0728.See file dsdata.txt to determine how the superseded data were derived.
 JK0728
 JK0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD387078(NAD 83)
 JK0728_MARKER: DB = BENCH MARK DISK
 JK0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0728_STAMPING: B 289 1951
 JK0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0728+STABILITY: SURFACE MOTION
 JK0728
 JK0728  HISTORY     - Date     Condition        Report By
 JK0728  HISTORY     - 1951     MONUMENTED       CGS
 JK0728  HISTORY     - 1952     GOOD             NGS
 JK0728
 JK0728                          STATION DESCRIPTION
 JK0728
 JK0728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JK0728'9 MI SE FROM HARTSEL.
 JK0728'9.0 MILES SOUTHEAST ALONG STATE HIGHWAY 9 FROM ITS JUNCTION WITH
 JK0728'U.S. HIGHWAY 24 AT HARTSEL, 0.3 MILE NORTHWEST OF A CATTLE GUARD,
 JK0728'87 FEET NORTH OF A 24 INCH PINE TREE, 60 FEET SOUTHWEST OF THE
 JK0728'CENTER LINE OF THE HIGHWAY, 12 FEET NORTHWEST OF A 10 INCH PINE
 JK0728'TREE, 3 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 JK0728'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0254 ***********************************************************************
 LM0254  DESIGNATION -  B 29
 LM0254  PID         -  LM0254
 LM0254  STATE/COUNTY-  CO/ROUTT
 LM0254  USGS QUAD   -  YAMPA (1972)
 LM0254
 LM0254                         *CURRENT SURVEY CONTROL
 LM0254  ___________________________________________________________________
 LM0254* NAD 83(1986)-  40 09 02.     (N)    106 54 06.     (W)     SCALED    
 LM0254* NAVD 88     -      2407.008  (meters)    7896.99   (feet)  ADJUSTED  
 LM0254  ___________________________________________________________________
 LM0254  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 LM0254  DYNAMIC HT  -        2404.401 (meters)    7888.44  (feet)  COMP
 LM0254  MODELED GRAV-     979,455.9   (mgal)                       NAVD 88
 LM0254
 LM0254  VERT ORDER  -  FIRST     CLASS II
 LM0254
 LM0254.The horizontal coordinates were scaled from a topographic map and have
 LM0254.an estimated accuracy of +/- 6 seconds.
 LM0254
 LM0254.The orthometric height was determined by differential leveling
 LM0254.and adjusted by the National Geodetic Survey in June 1991..
 LM0254
 LM0254.The geoid height was determined by GEOID03.
 LM0254
 LM0254.The dynamic height is computed by dividing the NAVD 88
 LM0254.geopotential number by the normal gravity value computed on the
 LM0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0254.degrees latitude (g = 980.6199 gals.).
 LM0254
 LM0254.The modeled gravity was interpolated from observed gravity values.
 LM0254
 LM0254;                    North         East    Units  Estimated Accuracy
 LM0254;SPC CO N     -   396,480.      794,980.      MT  (+/- 180 meters Scaled)
 LM0254
 LM0254                          SUPERSEDED SURVEY CONTROL
 LM0254
 LM0254  NGVD 29 (??/??/92) 2405.564  (m)         7892.25   (f) ADJ UNCH    1 2
 LM0254
 LM0254.Superseded values are not recommended for survey control.
 LM0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0254.See file dsdata.txt to determine how the superseded data were derived.
 LM0254
 LM0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE380462(NAD 83)
 LM0254_MARKER: DB = BENCH MARK DISK
 LM0254_SETTING: 0 = UNSPECIFIED SETTING
 LM0254_STAMPING: B 29 1933
 LM0254_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0254
 LM0254  HISTORY     - Date     Condition        Report By
 LM0254  HISTORY     - 1933     MONUMENTED       CGS
 LM0254
 LM0254                          STATION DESCRIPTION
 LM0254
 LM0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LM0254'IN YAMPA.
 LM0254'AT YAMPA, 145 FEET SOUTH OF THE SOUTH END OF THE DENVER AND SALT LAKE
 LM0254'RAILWAY STATION, 73 FEET NORTH OF THE NORTH PILLAR OF THE WATER TANK,
 LM0254'64 FEET EAST OF THE CENTER LINE OF A ROAD PARALLELING THE TRACK, AND
 LM0254'45 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0386 ***********************************************************************
 JK0386  DESIGNATION -  B 290
 JK0386  PID         -  JK0386
 JK0386  STATE/COUNTY-  CO/PARK
 JK0386  USGS QUAD   -  WITCHER MOUNTAIN (1984)
 JK0386
 JK0386                         *CURRENT SURVEY CONTROL
 JK0386  ___________________________________________________________________
 JK0386* NAD 83(1986)-  38 47 18.     (N)    105 28 39.     (W)     SCALED    
 JK0386* NAVD 88     -      2719.523  (meters)    8922.30   (feet)  ADJUSTED  
 JK0386  ___________________________________________________________________
 JK0386  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 JK0386  DYNAMIC HT  -        2716.145 (meters)    8911.22  (feet)  COMP
 JK0386  MODELED GRAV-     979,286.5   (mgal)                       NAVD 88
 JK0386
 JK0386  VERT ORDER  -  SECOND    CLASS 0
 JK0386
 JK0386.The horizontal coordinates were scaled from a topographic map and have
 JK0386.an estimated accuracy of +/- 6 seconds.
 JK0386
 JK0386.The orthometric height was determined by differential leveling
 JK0386.and adjusted by the National Geodetic Survey in June 1991..
 JK0386
 JK0386.The geoid height was determined by GEOID03.
 JK0386
 JK0386.The dynamic height is computed by dividing the NAVD 88
 JK0386.geopotential number by the normal gravity value computed on the
 JK0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0386.degrees latitude (g = 980.6199 gals.).
 JK0386
 JK0386.The modeled gravity was interpolated from observed gravity values.
 JK0386
 JK0386;                    North         East    Units  Estimated Accuracy
 JK0386;SPC CO C     -   410,810.      916,360.      MT  (+/- 180 meters Scaled)
 JK0386
 JK0386                          SUPERSEDED SURVEY CONTROL
 JK0386
 JK0386  NGVD 29 (??/??/92) 2718.100  (m)         8917.63   (f) ADJ UNCH    2 0
 JK0386
 JK0386.Superseded values are not recommended for survey control.
 JK0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0386.See file dsdata.txt to determine how the superseded data were derived.
 JK0386
 JK0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC585933(NAD 83)
 JK0386_MARKER: DB = BENCH MARK DISK
 JK0386_SETTING: 80 = SET IN A BOULDER
 JK0386_SP_SET: BOULDER
 JK0386_STAMPING: B 290 1951
 JK0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0386+STABILITY: SURFACE MOTION
 JK0386
 JK0386  HISTORY     - Date     Condition        Report By
 JK0386  HISTORY     - 1951     MONUMENTED       CGS
 JK0386
 JK0386                          STATION DESCRIPTION
 JK0386
 JK0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0386'4.1 MI NE FROM GUFFEY.
 JK0386'4.1 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 JK0386'AT GUFFEY, 0.35 MILE WEST OF A CATTLE GUARD, 0.1 MILE EAST OF A
 JK0386'CORRAL, 205 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 108 FEET
 JK0386'EAST OF A FENCE, 20 FEET ABOVE THE LEVEL OF THE ROAD, 1 FOOT ABOVE
 JK0386'THE GROUND, SET IN THE TOP OF A 4X4 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0399 ***********************************************************************
 JK0399  DESIGNATION -  B 291
 JK0399  PID         -  JK0399
 JK0399  STATE/COUNTY-  CO/TELLER
 JK0399  USGS QUAD   -  WRIGHTS RESERVOIR (1994)
 JK0399
 JK0399                         *CURRENT SURVEY CONTROL
 JK0399  ___________________________________________________________________
 JK0399* NAD 83(1986)-  38 47 13.     (N)    105 16 52.     (W)     SCALED    
 JK0399* NAVD 88     -      2417.461  (meters)    7931.29   (feet)  ADJUSTED  
 JK0399  ___________________________________________________________________
 JK0399  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 JK0399  DYNAMIC HT  -        2414.617 (meters)    7921.96  (feet)  COMP
 JK0399  MODELED GRAV-     979,364.0   (mgal)                       NAVD 88
 JK0399
 JK0399  VERT ORDER  -  SECOND    CLASS 0
 JK0399
 JK0399.The horizontal coordinates were scaled from a topographic map and have
 JK0399.an estimated accuracy of +/- 6 seconds.
 JK0399
 JK0399.The orthometric height was determined by differential leveling
 JK0399.and adjusted by the National Geodetic Survey in June 1991..
 JK0399
 JK0399.The geoid height was determined by GEOID03.
 JK0399
 JK0399.The dynamic height is computed by dividing the NAVD 88
 JK0399.geopotential number by the normal gravity value computed on the
 JK0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0399.degrees latitude (g = 980.6199 gals.).
 JK0399
 JK0399.The modeled gravity was interpolated from observed gravity values.
 JK0399
 JK0399;                    North         East    Units  Estimated Accuracy
 JK0399;SPC CO C     -   410,680.      933,420.      MT  (+/- 180 meters Scaled)
 JK0399
 JK0399                          SUPERSEDED SURVEY CONTROL
 JK0399
 JK0399  NGVD 29 (??/??/92) 2416.196  (m)         7927.14   (f) ADJ UNCH    2 0
 JK0399
 JK0399.Superseded values are not recommended for survey control.
 JK0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0399.See file dsdata.txt to determine how the superseded data were derived.
 JK0399
 JK0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC755931(NAD 83)
 JK0399_MARKER: DB = BENCH MARK DISK
 JK0399_SETTING: 80 = SET IN A BOULDER
 JK0399_SP_SET: BOULDER
 JK0399_STAMPING: B 291 1951
 JK0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0399+STABILITY: SURFACE MOTION
 JK0399
 JK0399  HISTORY     - Date     Condition        Report By
 JK0399  HISTORY     - 1951     MONUMENTED       CGS
 JK0399  HISTORY     - 1959     GOOD             USGS
 JK0399  HISTORY     - 1976     GOOD             USGS
 JK0399  HISTORY     - 20040627 MARK NOT FOUND   GEOCAC
 JK0399
 JK0399                          STATION DESCRIPTION
 JK0399
 JK0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0399'11.4 MI SW FROM CRIPPLE CREEK.
 JK0399'8.4 MILES NORTHWEST ALONG STATE HIGHWAY 143 FROM THE COURTHOUSE AT
 JK0399'CRIPPLE CREEK, THENCE 2.95 MILES SOUTHWEST ALONG STATE HIGHWAY 299,
 JK0399'92 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING WEST, 85
 JK0399'FEET SOUTHEAST OF A POWER POLE, 51 FEET EAST OF THE CENTER OF A
 JK0399'SMALL WOODEN BRIDGE, 32 FEET SOUTHEAST OF THE CENTER LINE OF THE
 JK0399'HIGHWAY, 17 FEET NORTHWEST OF A FENCE, 18 FEET NORTHWEST OF A GROUP
 JK0399'OF THREE 10 INCH PINE TREES, 0.5 FOOT ABOVE THE GROUND, SET IN THE
 JK0399'TOP OF A 3X3 FOOT GRANITE BOULDER.
 JK0399
 JK0399                          STATION RECOVERY (1959)
 JK0399
 JK0399'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 JK0399'RECOVERED IN GOOD CONDITION.
 JK0399
 JK0399                          STATION RECOVERY (1976)
 JK0399
 JK0399'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JK0399'CRIPPLE CREEK, 8.4 MI NW. OF COURTHOUSE AT, ALONG A GRAVELED RD. TO A
 JK0399'JCT., THENCE 2.95 MI SW. ALONG A GRAVELED RD., ABOUT 0.2 MI NW. OF
 JK0399'THE SE. COR. OF SEC. 36, T 14 S., R. 71 W., 200 FT NE. OF A FLUME, 95
 JK0399'FT SOUTH OF A POWER POLE, 70 FT SE. OF C/L RD., 18 FT NW. OF A GROUP
 JK0399'OF 3 PINES, SET IN BEDROCK, FLUSH WITH GROUND. A STANDARD TABLET
 JK0399'STAMPED B 291 1951.
 JK0399
 JK0399                          STATION RECOVERY (2004)
 JK0399
 JK0399'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 JK0399'GRAVEL ROAD IS NOW BLACKTOP TELLER COUNTY ROAD 11. FOUND FLUME BUT
 JK0399'SEVERAL PINE TREES GROWING IN AREA. POWER LINE POLES HAVE BEEN
 JK0399'REPLACED. LOCATED SOME BEDROCK BUT MOSTLY COVERED WITH TOPSOIL. MARK
 JK0399'MAYBE BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0767 ***********************************************************************
 JK0767  DESIGNATION -  B 292
 JK0767  PID         -  JK0767
 JK0767  STATE/COUNTY-  CO/TELLER
 JK0767  USGS QUAD   -  MOUNT BIG CHIEF (1994)
 JK0767
 JK0767                         *CURRENT SURVEY CONTROL
 JK0767  ___________________________________________________________________
 JK0767* NAD 83(1986)-  38 43 45.     (N)    104 58 25.     (W)     SCALED    
 JK0767* NAVD 88     -      3029.487  (meters)    9939.24   (feet)  ADJUSTED  
 JK0767  ___________________________________________________________________
 JK0767  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 JK0767  DYNAMIC HT  -        3025.611 (meters)    9926.53  (feet)  COMP
 JK0767  MODELED GRAV-     979,237.0   (mgal)                       NAVD 88
 JK0767
 JK0767  VERT ORDER  -  SECOND    CLASS 0
 JK0767
 JK0767.The horizontal coordinates were scaled from a topographic map and have
 JK0767.an estimated accuracy of +/- 6 seconds.
 JK0767
 JK0767.The orthometric height was determined by differential leveling
 JK0767.and adjusted by the National Geodetic Survey in June 1991..
 JK0767
 JK0767.The geoid height was determined by GEOID03.
 JK0767
 JK0767.The dynamic height is computed by dividing the NAVD 88
 JK0767.geopotential number by the normal gravity value computed on the
 JK0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0767.degrees latitude (g = 980.6199 gals.).
 JK0767
 JK0767.The modeled gravity was interpolated from observed gravity values.
 JK0767
 JK0767;                    North         East    Units  Estimated Accuracy
 JK0767;SPC CO C     -   404,380.      960,170.      MT  (+/- 180 meters Scaled)
 JK0767
 JK0767                          SUPERSEDED SURVEY CONTROL
 JK0767
 JK0767  NGVD 29 (??/??/92) 3028.049  (m)         9934.52   (f) ADJ UNCH    2 0
 JK0767
 JK0767.Superseded values are not recommended for survey control.
 JK0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0767.See file dsdata.txt to determine how the superseded data were derived.
 JK0767
 JK0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC022867(NAD 83)
 JK0767_MARKER: DB = BENCH MARK DISK
 JK0767_SETTING: 80 = SET IN A BOULDER
 JK0767_SP_SET: BOULDER
 JK0767_STAMPING: B 292 1951
 JK0767_MARK LOGO: CGS   
 JK0767_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0767+STABILITY: SURFACE MOTION
 JK0767
 JK0767  HISTORY     - Date     Condition        Report By
 JK0767  HISTORY     - 1951     MONUMENTED       CGS
 JK0767  HISTORY     - 19541118 GOOD             CGS
 JK0767
 JK0767                          STATION DESCRIPTION
 JK0767
 JK0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JK0767'1.9 MILES (3.1 KM) NORTH ALONG STATE HIGHWAY 67 FROM THE COURTHOUSE IN
 JK0767'CRIPPLE CREEK, THENCE 16.9 MILES (27.2 KM) EAST ALONG STATE HIGHWAY
 JK0767'336, 0.1 MILE (0.2 KM) SOUTHWEST OF A SPEED LIMIT SIGN, 45 FEET
 JK0767'(13.7 M) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 4 FEET (1.2 M)
 JK0767'BELOW THE LEVEL OF THE HIGHWAY, 5 FEET (1.5 M) ABOVE THE GROUND, SET
 JK0767'IN THE TOP OF THE EAST END OF A 9 BY 12 FOOT (3.7 M) GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0766 ***********************************************************************
 JK0766  DESIGNATION -  B 293
 JK0766  PID         -  JK0766
 JK0766  STATE/COUNTY-  CO/EL PASO
 JK0766  USGS QUAD   -  MOUNT BIG CHIEF (1994)
 JK0766
 JK0766                         *CURRENT SURVEY CONTROL
 JK0766  ___________________________________________________________________
 JK0766* NAD 83(1986)-  38 43 59.     (N)    104 56 16.     (W)     SCALED    
 JK0766* NAVD 88     -      2950.510  (meters)    9680.13   (feet)  ADJUSTED  
 JK0766  ___________________________________________________________________
 JK0766  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 JK0766  DYNAMIC HT  -        2946.794 (meters)    9667.94  (feet)  COMP
 JK0766  MODELED GRAV-     979,260.0   (mgal)                       NAVD 88
 JK0766
 JK0766  VERT ORDER  -  SECOND    CLASS 0
 JK0766
 JK0766.The horizontal coordinates were scaled from a topographic map and have
 JK0766.an estimated accuracy of +/- 6 seconds.
 JK0766
 JK0766.The orthometric height was determined by differential leveling
 JK0766.and adjusted by the National Geodetic Survey in June 1991..
 JK0766
 JK0766.The geoid height was determined by GEOID03.
 JK0766
 JK0766.The dynamic height is computed by dividing the NAVD 88
 JK0766.geopotential number by the normal gravity value computed on the
 JK0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0766.degrees latitude (g = 980.6199 gals.).
 JK0766
 JK0766.The modeled gravity was interpolated from observed gravity values.
 JK0766
 JK0766;                    North         East    Units  Estimated Accuracy
 JK0766;SPC CO C     -   404,830.      963,290.      MT  (+/- 180 meters Scaled)
 JK0766
 JK0766                          SUPERSEDED SURVEY CONTROL
 JK0766
 JK0766  NGVD 29 (??/??/92) 2949.126  (m)         9675.59   (f) ADJ UNCH    2 0
 JK0766
 JK0766.Superseded values are not recommended for survey control.
 JK0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0766.See file dsdata.txt to determine how the superseded data were derived.
 JK0766
 JK0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC054871(NAD 83)
 JK0766_MARKER: DB = BENCH MARK DISK
 JK0766_SETTING: 80 = SET IN A BOULDER
 JK0766_SP_SET: BOULDER
 JK0766_STAMPING: B 293 1951
 JK0766_MARK LOGO: CGS   
 JK0766_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0766+STABILITY: SURFACE MOTION
 JK0766
 JK0766  HISTORY     - Date     Condition        Report By
 JK0766  HISTORY     - 1951     MONUMENTED       CGS
 JK0766  HISTORY     - 19541118 GOOD             CGS
 JK0766
 JK0766                          STATION DESCRIPTION
 JK0766
 JK0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JK0766'2.6 MILES (4.2 KM) NORTHWEST ALONG US HIGHWAY 24 FROM THE POST OFFICE
 JK0766'IN COLORADO SPRINGS, THENCE 1.6 MILES (2.6 KM) SOUTHWEST ALONG STATE
 JK0766'HIGHWAY 336, THENCE 5.35 MILES (8.61 KM) SOUTHWEST ALONG A GRAVELED
 JK0766'ROAD, THENCE 11.25 MILES (18.10 KM) SOUTHWEST ALONG STATE HIGHWAY
 JK0766'336, 55 FEET (16.8 M) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2
 JK0766'FEET (0.6 M) SOUTHEAST OF A 10 INCH ASPEN TREE, 3 FEET (0.9 M) ABOVE
 JK0766'THE LEVEL OF THE HIGHWAY, FLUSH WITH THE GROUND, SET IN THE TOP OF
 JK0766'THE NORTHEAST END OF A 3 BY 6 FOOT (1.8 M) GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0256 ***********************************************************************
 KK0256  DESIGNATION -  B 294
 KK0256  PID         -  KK0256
 KK0256  STATE/COUNTY-  CO/EL PASO
 KK0256  USGS QUAD   -  PALMER LAKE (1994)
 KK0256
 KK0256                         *CURRENT SURVEY CONTROL
 KK0256  ___________________________________________________________________
 KK0256* NAD 83(1986)-  39 03 25.     (N)    104 59 13.     (W)     SCALED    
 KK0256* NAVD 88     -      2816.879  (meters)    9241.71   (feet)  ADJUSTED  
 KK0256  ___________________________________________________________________
 KK0256  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 KK0256  DYNAMIC HT  -        2813.524 (meters)    9230.70  (feet)  COMP
 KK0256  MODELED GRAV-     979,332.6   (mgal)                       NAVD 88
 KK0256
 KK0256  VERT ORDER  -  SECOND    CLASS 0
 KK0256
 KK0256.The horizontal coordinates were scaled from a topographic map and have
 KK0256.an estimated accuracy of +/- 6 seconds.
 KK0256
 KK0256.The orthometric height was determined by differential leveling
 KK0256.and adjusted by the National Geodetic Survey in June 1991..
 KK0256
 KK0256.The geoid height was determined by GEOID03.
 KK0256
 KK0256.The dynamic height is computed by dividing the NAVD 88
 KK0256.geopotential number by the normal gravity value computed on the
 KK0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0256.degrees latitude (g = 980.6199 gals.).
 KK0256
 KK0256.The modeled gravity was interpolated from observed gravity values.
 KK0256
 KK0256;                    North         East    Units  Estimated Accuracy
 KK0256;SPC CO C     -   440,760.      958,810.      MT  (+/- 180 meters Scaled)
 KK0256
 KK0256                          SUPERSEDED SURVEY CONTROL
 KK0256
 KK0256  NGVD 29 (??/??/92) 2815.559  (m)         9237.38   (f) ADJ UNCH    2 0
 KK0256
 KK0256.Superseded values are not recommended for survey control.
 KK0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0256.See file dsdata.txt to determine how the superseded data were derived.
 KK0256
 KK0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED011230(NAD 83)
 KK0256_MARKER: DB = BENCH MARK DISK
 KK0256_SETTING: 80 = SET IN A BOULDER
 KK0256_STAMPING: B 294 1952
 KK0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0256+STABILITY: SURFACE MOTION
 KK0256
 KK0256  HISTORY     - Date     Condition        Report By
 KK0256  HISTORY     - 1952     MONUMENTED       CGS
 KK0256
 KK0256                          STATION DESCRIPTION
 KK0256
 KK0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0256'10.8 MI W FROM MONUMENT.
 KK0256'0.9 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE GRADE SCHOOL AT
 KK0256'MONUMENT, THENCE 9.95 MILES WEST ALONG A GRAVELED ROAD, 117 FEET
 KK0256'SOUTHEAST OF THE CENTER LINE OF THE ROAD, ON THE OUTSIDE OF A
 KK0256'CURVE IN THE ROAD, ON THE NORTHEAST EDGE OF A CANYON, 4 FEET BELOW
 KK0256'THE LEVEL OF THE ROAD, SET IN THE TOP OF THE CENTER OF A 5X5 FOOT
 KK0256'GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0297 ***********************************************************************
 LM0297  DESIGNATION -  B 296
 LM0297  PID         -  LM0297
 LM0297  STATE/COUNTY-  CO/GRAND
 LM0297  USGS QUAD   -  LAKE AGNES (1956)
 LM0297
 LM0297                         *CURRENT SURVEY CONTROL
 LM0297  ___________________________________________________________________
 LM0297* NAD 83(1986)-  40 22 18.     (N)    106 34 41.     (W)     SCALED    
 LM0297* NAVD 88     -      2605.758  (meters)    8549.06   (feet)  ADJUSTED  
 LM0297  ___________________________________________________________________
 LM0297  GEOID HEIGHT-         -12.01  (meters)                     GEOID03
 LM0297  DYNAMIC HT  -        2602.935 (meters)    8539.80  (feet)  COMP
 LM0297  MODELED GRAV-     979,447.4   (mgal)                       NAVD 88
 LM0297
 LM0297  VERT ORDER  -  SECOND    CLASS 0
 LM0297
 LM0297.The horizontal coordinates were scaled from a topographic map and have
 LM0297.an estimated accuracy of +/- 6 seconds.
 LM0297
 LM0297.The orthometric height was determined by differential leveling
 LM0297.and adjusted by the National Geodetic Survey in June 1991..
 LM0297
 LM0297.The geoid height was determined by GEOID03.
 LM0297
 LM0297.The dynamic height is computed by dividing the NAVD 88
 LM0297.geopotential number by the normal gravity value computed on the
 LM0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0297.degrees latitude (g = 980.6199 gals.).
 LM0297
 LM0297.The modeled gravity was interpolated from observed gravity values.
 LM0297
 LM0297;                    North         East    Units  Estimated Accuracy
 LM0297;SPC CO N     -   420,650.      822,850.      MT  (+/- 180 meters Scaled)
 LM0297
 LM0297                          SUPERSEDED SURVEY CONTROL
 LM0297
 LM0297  NGVD 29 (??/??/92) 2604.380  (m)         8544.54   (f) ADJ UNCH    2 0
 LM0297
 LM0297.Superseded values are not recommended for survey control.
 LM0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0297.See file dsdata.txt to determine how the superseded data were derived.
 LM0297
 LM0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE660702(NAD 83)
 LM0297_MARKER: DB = BENCH MARK DISK
 LM0297_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0297_SP_SET: CULVERT
 LM0297_STAMPING: B 296 1951
 LM0297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0297
 LM0297  HISTORY     - Date     Condition        Report By
 LM0297  HISTORY     - 1951     MONUMENTED       CGS
 LM0297
 LM0297                          STATION DESCRIPTION
 LM0297
 LM0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LM0297'26.1 MI NW FROM KREMMLING.
 LM0297'26.1 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LM0297'KREMMLING, 4.55 MILES SOUTHEAST OF THE MONUMENT AT RABBIT EARS PASS,
 LM0297'0.55 MILE SOUTHEAST OF A JUNCTION WITH STATE HIGHWAY 14, AT A JUNCTION
 LM0297'WITH AN OLD ROAD LEADING SOUTH, 23 FEET WEST OF THE CENTER LINE OF THE
 LM0297'HIGHWAY, SET IN THE TOP OF THE WEST HEADWALL OF AN 8X11 FOOT CONCRETE
 LM0297'CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0214 ***********************************************************************
 LM0214  DESIGNATION -  B 297
 LM0214  PID         -  LM0214
 LM0214  STATE/COUNTY-  CO/GRAND
 LM0214  USGS QUAD   -  KREMMLING (1981)
 LM0214
 LM0214                         *CURRENT SURVEY CONTROL
 LM0214  ___________________________________________________________________
 LM0214* NAD 83(1992)-  40 07 26.28564(N)    106 25 46.11525(W)     ADJUSTED  
 LM0214* NAVD 88     -      2307.644  (meters)    7571.00   (feet)  ADJUSTED  
 LM0214  ___________________________________________________________________
 LM0214  X           -  -1,381,819.337 (meters)                     COMP
 LM0214  Y           -  -4,686,117.163 (meters)                     COMP
 LM0214  Z           -   4,089,999.572 (meters)                     COMP
 LM0214  LAPLACE CORR-          -4.13  (seconds)                    DEFLEC99
 LM0214  ELLIP HEIGHT-        2295.07  (meters)          (12/03/02) GPS OBS
 LM0214  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 LM0214  DYNAMIC HT  -        2305.197 (meters)    7562.97  (feet)  COMP
 LM0214  MODELED GRAV-     979,482.3   (mgal)                       NAVD 88
 LM0214
 LM0214  HORZ ORDER  -  FIRST
 LM0214  VERT ORDER  -  SECOND    CLASS 0
 LM0214  ELLP ORDER  -  FOURTH    CLASS II
 LM0214
 LM0214.The horizontal coordinates were established by GPS observations
 LM0214.and adjusted by the National Geodetic Survey in April 1997..
 LM0214
 LM0214.The orthometric height was determined by differential leveling
 LM0214.and adjusted by the National Geodetic Survey in June 1991..
 LM0214
 LM0214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LM0214
 LM0214.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0214
 LM0214.The ellipsoidal height was determined by GPS observations
 LM0214.and is referenced to NAD 83.
 LM0214
 LM0214.The geoid height was determined by GEOID03.
 LM0214
 LM0214.The dynamic height is computed by dividing the NAVD 88
 LM0214.geopotential number by the normal gravity value computed on the
 LM0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0214.degrees latitude (g = 980.6199 gals.).
 LM0214
 LM0214.The modeled gravity was interpolated from observed gravity values.
 LM0214
 LM0214;                    North         East     Units Scale Factor Converg.
 LM0214;SPC CO N     -   393,000.076   835,178.646   MT  0.99995928   -0 36 02.0
 LM0214;SPC CO N     - 1,289,367.75  2,740,081.94   sFT  0.99995928   -0 36 02.0
 LM0214;UTM  13      - 4,442,495.912   378,199.094   MT  0.99978263   -0 55 16.8
 LM0214
 LM0214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0214!SPC CO N     -   0.99964009  x   0.99995928  =   0.99959938
 LM0214!UTM  13      -   0.99964009  x   0.99978263  =   0.99942280
 LM0214
 LM0214                          SUPERSEDED SURVEY CONTROL
 LM0214
 LM0214  ELLIP H (04/07/97) 2295.05   (m)                       GP(       ) 2 1
 LM0214  NAVD 88 (04/07/97) 2307.64   (m)         7571.0    (f) LEVELING    3  
 LM0214  NGVD 29 (??/??/92) 2306.344  (m)         7566.73   (f) ADJ UNCH    2 0
 LM0214
 LM0214.Superseded values are not recommended for survey control.
 LM0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0214.See file dsdata.txt to determine how the superseded data were derived.
 LM0214
 LM0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE7819942496(NAD 83)
 LM0214_MARKER: DB = BENCH MARK DISK
 LM0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0214_STAMPING: B 297 1951
 LM0214_MARK LOGO: CGS   
 LM0214_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LM0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0214+STABILITY: SURFACE MOTION
 LM0214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LM0214+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1996
 LM0214
 LM0214  HISTORY     - Date     Condition        Report By
 LM0214  HISTORY     - 1951     MONUMENTED       CGS
 LM0214  HISTORY     - 19960826 GOOD             CODOT
 LM0214
 LM0214                          STATION DESCRIPTION
 LM0214
 LM0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LM0214'4.9 MI NW FROM KREMMLING.
 LM0214'4.9 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LM0214'KREMMLING, 1.0 MILE SOUTH OF THE JUNCTION WITH STATE HIGHWAYS 84 AND
 LM0214'131.  53 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2.4 FEET EAST OF
 LM0214'A FENCE, 2 FEET SOUTH OF A WITNESS POST, ON THE NORTH SLOPE OF A HILL,
 LM0214'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 LM0214'GROUND.
 LM0214
 LM0214                          STATION RECOVERY (1996)
 LM0214
 LM0214'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (RSC)
 LM0214'THE STATION IS LOCATED ABOUT 5 MI (8.0 KM) NORTH-NORTHWEST OF
 LM0214'KREMMLING, 2.1 MI (3.4 KM) WEST-NORTHWEST OF WOLFORD MOUNTAIN AND 1 MI
 LM0214'(1.6 KM) SOUTH OF THE INTERSECTION OF U.  S.  HIGHWAY 40 AND STATE
 LM0214'HIGHWAY 134, IN THE SOUTHEAST 1/4 OF SECTION 23, T 2 N, R 81 W, AT U.
 LM0214'S.  HIGHWAY 40 MILEPOST 179.2.  OWNERSHIP--U.  S.  BUREAU OF LAND
 LM0214'MANAGEMENT  TO REACH THE STATION FROM THE INTERSECTION OF U.  S.
 LM0214'HIGHWAY 40 AND STATE HIGHWAY 134, NORTH OF KREMMLING, GO SOUTH ON U.
 LM0214'S.  HIGHWAY 40 FOR 0.95 MI (1.53 KM) TO THE STATION ON THE LEFT  THE
 LM0214'MARK IS A STANDARD DISK SET IN A ROUND 12-INCH CONCRETE POST
 LM0214'PROJECTING 8 CM ABOVE THE GROUND.  IT IS 16.4 M (53.8 FT) EAST FROM
 LM0214'THE CENTER LINE OF U.  S.  HIGHWAY 40, 0.7 M (2.3 FT) EAST FROM THE
 LM0214'RIGHT-OF-WAY FENCE, 0.5 M (1.6 FT) WEST FROM A WITNESS POST AND ABOUT
 LM0214'2 M (6.6 FT) BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0051 ***********************************************************************
 KL0051  DESIGNATION -  B 298
 KL0051  PID         -  KL0051
 KL0051  STATE/COUNTY-  CO/SUMMIT
 KL0051  USGS QUAD   -  SQUAW CREEK (1987)
 KL0051
 KL0051                         *CURRENT SURVEY CONTROL
 KL0051  ___________________________________________________________________
 KL0051* NAD 83(1986)-  39 46 33.     (N)    106 09 13.     (W)     SCALED    
 KL0051* NAVD 88     -      2507.939  (meters)    8228.13   (feet)  ADJUSTED  
 KL0051  ___________________________________________________________________
 KL0051  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 KL0051  DYNAMIC HT  -        2505.023 (meters)    8218.56  (feet)  COMP
 KL0051  MODELED GRAV-     979,373.5   (mgal)                       NAVD 88
 KL0051
 KL0051  VERT ORDER  -  SECOND    CLASS 0
 KL0051
 KL0051.The horizontal coordinates were scaled from a topographic map and have
 KL0051.an estimated accuracy of +/- 6 seconds.
 KL0051
 KL0051.The orthometric height was determined by differential leveling
 KL0051.and adjusted by the National Geodetic Survey in June 1991..
 KL0051
 KL0051.The geoid height was determined by GEOID03.
 KL0051
 KL0051.The dynamic height is computed by dividing the NAVD 88
 KL0051.geopotential number by the normal gravity value computed on the
 KL0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0051.degrees latitude (g = 980.6199 gals.).
 KL0051
 KL0051.The modeled gravity was interpolated from observed gravity values.
 KL0051
 KL0051;                    North         East    Units  Estimated Accuracy
 KL0051;SPC CO C     -   520,640.      858,410.      MT  (+/- 180 meters Scaled)
 KL0051
 KL0051                          SUPERSEDED SURVEY CONTROL
 KL0051
 KL0051  NGVD 29 (??/??/92) 2506.467  (m)         8223.30   (f) ADJ UNCH    2 0
 KL0051
 KL0051.Superseded values are not recommended for survey control.
 KL0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0051.See file dsdata.txt to determine how the superseded data were derived.
 KL0051
 KL0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE012035(NAD 83)
 KL0051_MARKER: DB = BENCH MARK DISK
 KL0051_SETTING: 80 = SET IN A BOULDER
 KL0051_SP_SET: BOULDER
 KL0051_STAMPING: B 298 1951
 KL0051_MARK LOGO: CGS   
 KL0051_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0051+STABILITY: SURFACE MOTION
 KL0051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KL0051+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1993
 KL0051
 KL0051  HISTORY     - Date     Condition        Report By
 KL0051  HISTORY     - 1951     MONUMENTED       CGS
 KL0051  HISTORY     - 1977     GOOD             USGS
 KL0051  HISTORY     - 19930929 GOOD             NGS
 KL0051
 KL0051                          STATION DESCRIPTION
 KL0051
 KL0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0051'13.2 MI NW FROM DILLON.
 KL0051'13.2 MILES NORTHWEST ALONG STATE HIGHWAY 9 FROM THE PUBLIC SCHOOL AT
 KL0051'DILLON, 0.9 MILE SOUTHEAST OF SLATE CREEK GUARD STATION, AT THE
 KL0051'NORTHEAST EDGE OF A HAY MEADOW, 72 FEET SOUTHWEST OF THE CENTER LINE
 KL0051'OF THE HIGHWAY, 43 FEET SOUTHWEST OF A FENCE, SET IN THE TOP OF A 5X4
 KL0051'FOOT GRANITE BOULDER WHICH PROJECTS 3 FEET ABOVE THE GROUND.
 KL0051
 KL0051                          STATION RECOVERY (1977)
 KL0051
 KL0051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 KL0051'SILVERTHORNE, 11.9 MILES NW OF TOWN HALL ALONG STATE HIGHWAY 9, 81
 KL0051'FEET SW OF INTERSECTION OF HIGHWAY AND TRACK ROAD E. 42 FEET SE OF
 KL0051'CORNER OF ROW AND E-W FENCES. 9 FEET SW OF ROW FENCE AND METAL
 KL0051'WITNESS POST. SET IN THE TOP OF A 6 X 6 X 3 FT. HIGH BOULDER.
 KL0051'STANDARD US C AND GS BRONZE DISK STAMPED B 298 1951.
 KL0051
 KL0051                          STATION RECOVERY (1993)
 KL0051
 KL0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RSC)
 KL0051'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0078 ***********************************************************************
 KL0078  DESIGNATION -  B 299
 KL0078  PID         -  KL0078
 KL0078  STATE/COUNTY-  CO/GRAND
 KL0078  USGS QUAD   -  KING CREEK (1987)
 KL0078
 KL0078                         *CURRENT SURVEY CONTROL
 KL0078  ___________________________________________________________________
 KL0078* NAD 83(1986)-  39 59 52.     (N)    106 21 54.     (W)     SCALED    
 KL0078* NAVD 88     -      2275.889  (meters)    7466.81   (feet)  ADJUSTED  
 KL0078  ___________________________________________________________________
 KL0078  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 KL0078  DYNAMIC HT  -        2273.418 (meters)    7458.71  (feet)  COMP
 KL0078  MODELED GRAV-     979,459.1   (mgal)                       NAVD 88
 KL0078
 KL0078  VERT ORDER  -  SECOND    CLASS 0
 KL0078
 KL0078.The horizontal coordinates were scaled from a topographic map and have
 KL0078.an estimated accuracy of +/- 6 seconds.
 KL0078
 KL0078.The orthometric height was determined by differential leveling
 KL0078.and adjusted by the National Geodetic Survey in June 1991..
 KL0078
 KL0078.The geoid height was determined by GEOID03.
 KL0078
 KL0078.The dynamic height is computed by dividing the NAVD 88
 KL0078.geopotential number by the normal gravity value computed on the
 KL0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0078.degrees latitude (g = 980.6199 gals.).
 KL0078
 KL0078.The modeled gravity was interpolated from observed gravity values.
 KL0078
 KL0078;                    North         East    Units  Estimated Accuracy
 KL0078;SPC CO N     -   378,930.      840,540.      MT  (+/- 180 meters Scaled)
 KL0078
 KL0078                          SUPERSEDED SURVEY CONTROL
 KL0078
 KL0078  NGVD 29 (??/??/92) 2274.550  (m)         7462.42   (f) ADJ UNCH    2 0
 KL0078
 KL0078.Superseded values are not recommended for survey control.
 KL0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0078.See file dsdata.txt to determine how the superseded data were derived.
 KL0078
 KL0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCE834284(NAD 83)
 KL0078_MARKER: DB = BENCH MARK DISK
 KL0078_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KL0078_SP_SET: CULVERT HEADWALL
 KL0078_STAMPING: B 299 1951
 KL0078_MARK LOGO: CGS   
 KL0078_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0078+STABILITY: SURFACE MOTION
 KL0078
 KL0078  HISTORY     - Date     Condition        Report By
 KL0078  HISTORY     - 1951     MONUMENTED       CGS
 KL0078  HISTORY     - 19930908 GOOD             CODOT
 KL0078
 KL0078                          STATION DESCRIPTION
 KL0078
 KL0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0078'5.75 MI SE FROM KREMMLING.
 KL0078'5.75 MILES SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 KL0078'KREMMLING, 0.2 MILE SOUTHEAST OF THE COLOROW DISTRICT 6 SCHOOLHOUSE,
 KL0078'33 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 5 FEET BELOW THE
 KL0078'LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF THE NORTHEAST
 KL0078'HEADWALL OF A 9 FOOT CONCRETE CULVERT UNDER THE HIGHWAY.
 KL0078
 KL0078                          STATION RECOVERY (1993)
 KL0078
 KL0078'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1993 (KW)
 KL0078'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0083 ***********************************************************************
 LK0083  DESIGNATION -  B 30
 LK0083  PID         -  LK0083
 LK0083  STATE/COUNTY-  CO/YUMA
 LK0083  USGS QUAD   -  LAIRD (1984)
 LK0083
 LK0083                         *CURRENT SURVEY CONTROL
 LK0083  ___________________________________________________________________
 LK0083* NAD 83(1986)-  40 04 58.     (N)    102 06 09.     (W)     SCALED    
 LK0083* NAVD 88     -      1037.291  (meters)    3403.18   (feet)  ADJUSTED  
 LK0083  ___________________________________________________________________
 LK0083  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 LK0083  DYNAMIC HT  -        1036.509 (meters)    3400.61  (feet)  COMP
 LK0083  MODELED GRAV-     979,836.0   (mgal)                       NAVD 88
 LK0083
 LK0083  VERT ORDER  -  FIRST     CLASS II
 LK0083
 LK0083.The horizontal coordinates were scaled from a topographic map and have
 LK0083.an estimated accuracy of +/- 6 seconds.
 LK0083
 LK0083.The orthometric height was determined by differential leveling
 LK0083.and adjusted by the National Geodetic Survey in June 1991..
 LK0083
 LK0083.The geoid height was determined by GEOID03.
 LK0083
 LK0083.The dynamic height is computed by dividing the NAVD 88
 LK0083.geopotential number by the normal gravity value computed on the
 LK0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0083.degrees latitude (g = 980.6199 gals.).
 LK0083
 LK0083.The modeled gravity was interpolated from observed gravity values.
 LK0083
 LK0083;                    North         East    Units  Estimated Accuracy
 LK0083;SPC CO N     -   393,560.    1,204,100.      MT  (+/- 180 meters Scaled)
 LK0083
 LK0083                          SUPERSEDED SURVEY CONTROL
 LK0083
 LK0083  NGVD 29 (??/??/92) 1036.819  (m)         3401.63   (f) ADJ UNCH    1 2
 LK0083
 LK0083.Superseded values are not recommended for survey control.
 LK0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0083.See file dsdata.txt to determine how the superseded data were derived.
 LK0083
 LK0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE470409(NAD 83)
 LK0083_MARKER: DB = BENCH MARK DISK
 LK0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0083_STAMPING: 3401.630 B 30 1933
 LK0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0083+STABILITY: SURFACE MOTION
 LK0083
 LK0083  HISTORY     - Date     Condition        Report By
 LK0083  HISTORY     - 1933     MONUMENTED       CGS
 LK0083  HISTORY     - 1942     GOOD             NGS
 LK0083
 LK0083                          STATION DESCRIPTION
 LK0083
 LK0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LK0083'AT LAIRD.
 LK0083'AT LAIRD, YUMA COUNTY, 91.6 FEET SOUTH OF THE SOUTHWEST CORNER OF
 LK0083'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, AT A ROAD
 LK0083'CROSSING EAST OF THE STATION, 171 FEET WEST OF THE ROAD, 70 FEET
 LK0083'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 34, AND 68 FEET SOUTH OF
 LK0083'THE SOUTH RAIL OF THE MAIN TRACK.  A STANDARD DISK, STAMPED B 30
 LK0083'1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 LK0083'ABOVE GROUND.  NOW STAMPED 3401.630 B 30 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1105 ***********************************************************************
 KK1105  DESIGNATION -  B 300
 KK1105  PID         -  KK1105
 KK1105  STATE/COUNTY-  CO/SUMMIT
 KK1105  USGS QUAD   -  KEYSTONE (1987)
 KK1105
 KK1105                         *CURRENT SURVEY CONTROL
 KK1105  ___________________________________________________________________
 KK1105* NAD 83(1986)-  39 36 53.     (N)    105 56 06.     (W)     SCALED    
 KK1105* NAVD 88     -      2917.419  (meters)    9571.57   (feet)  ADJUSTED  
 KK1105  ___________________________________________________________________
 KK1105  GEOID HEIGHT-         -12.42  (meters)                     GEOID03
 KK1105  DYNAMIC HT  -        2913.711 (meters)    9559.40  (feet)  COMP
 KK1105  MODELED GRAV-     979,250.0   (mgal)                       NAVD 88
 KK1105
 KK1105  VERT ORDER  -  SECOND    CLASS 0
 KK1105
 KK1105.The horizontal coordinates were scaled from a topographic map and have
 KK1105.an estimated accuracy of +/- 6 seconds.
 KK1105
 KK1105.The orthometric height was determined by differential leveling
 KK1105.and adjusted by the National Geodetic Survey in June 1991..
 KK1105
 KK1105.The geoid height was determined by GEOID03.
 KK1105
 KK1105.The dynamic height is computed by dividing the NAVD 88
 KK1105.geopotential number by the normal gravity value computed on the
 KK1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1105.degrees latitude (g = 980.6199 gals.).
 KK1105
 KK1105.The modeled gravity was interpolated from observed gravity values.
 KK1105
 KK1105;                    North         East    Units  Estimated Accuracy
 KK1105;SPC CO C     -   502,640.      877,050.      MT  (+/- 180 meters Scaled)
 KK1105
 KK1105                          SUPERSEDED SURVEY CONTROL
 KK1105
 KK1105  NGVD 29 (??/??/92) 2915.706  (m)         9565.95   (f) ADJ UNCH    2 0
 KK1105
 KK1105.Superseded values are not recommended for survey control.
 KK1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1105.See file dsdata.txt to determine how the superseded data were derived.
 KK1105
 KK1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD197854(NAD 83)
 KK1105_MARKER: DB = BENCH MARK DISK
 KK1105_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK1105_SP_SET: CULVERT
 KK1105_STAMPING: B 300 1951
 KK1105_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1105
 KK1105  HISTORY     - Date     Condition        Report By
 KK1105  HISTORY     - 1951     MONUMENTED       CGS
 KK1105  HISTORY     - 1959     GOOD             DOD
 KK1105  HISTORY     - 20050922 MARK NOT FOUND   USPSQD
 KK1105
 KK1105                          STATION DESCRIPTION
 KK1105
 KK1105'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK1105'7.3 MI E FROM DILLON.
 KK1105'7.3 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE PUBLIC SCHOOL AT
 KK1105'DILLON, 0.7 MILE EAST OF A JUNCTION WITH STATE HIGHWAY 294, 21
 KK1105'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 KK1105'OF THE CENTER OF THE NORTHWEST HEADWALL OF A 3X7 FOOT CONCRETE
 KK1105'CULVERT, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 KK1105
 KK1105                          STATION RECOVERY (1959)
 KK1105
 KK1105'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KK1105'RECOVERED IN GOOD CONDITION.
 KK1105
 KK1105                          STATION RECOVERY (2005)
 KK1105
 KK1105'RECOVERY NOTE BY US POWER SQUADRON 2005 (EDS)
 KK1105'HIGHWAY ROUTE 6 HAS BEEN REALIGNED AND WIDENED IN THIS AREA.  USING A
 KK1105'WAAS AUGMENTED GPS TO LOCATE THE EXACT SPOT FOR THIS MARK, NO CONCRETE
 KK1105'CULVERT NOR A MARK WERE FOUND.  THE AREA IS A STEEP DROP FROM THE
 KK1105'HIGHWAY TO THE CREEK DRAINING THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1137 ***********************************************************************
 KK1137  DESIGNATION -  B 301 RESET
 KK1137  PID         -  KK1137
 KK1137  STATE/COUNTY-  CO/SUMMIT
 KK1137  USGS QUAD   -  GRAYS PEAK (1987)
 KK1137
 KK1137                         *CURRENT SURVEY CONTROL
 KK1137  ___________________________________________________________________
 KK1137* NAD 83(1986)-  39 41 42.     (N)    105 46 32.     (W)     SCALED    
 KK1137* NAVD 88     -      2908.99   (meters)    9543.9    (feet)  RESET     
 KK1137  ___________________________________________________________________
 KK1137  GEOID HEIGHT-         -12.27  (meters)                     GEOID03
 KK1137
 KK1137  VERT ORDER  -  THIRD
 KK1137
 KK1137.The horizontal coordinates were scaled from a topographic map and have
 KK1137.an estimated accuracy of +/- 6 seconds.
 KK1137
 KK1137.The orthometric height was computed from unverified reset data.
 KK1137
 KK1137.The geoid height was determined by GEOID03.
 KK1137
 KK1137;                    North         East    Units  Estimated Accuracy
 KK1137;SPC CO C     -   511,500.      890,770.      MT  (+/- 180 meters Scaled)
 KK1137
 KK1137                          SUPERSEDED SURVEY CONTROL
 KK1137
 KK1137.No superseded survey control is available for this station.
 KK1137
 KK1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD335941(NAD 83)
 KK1137_MARKER: DB = BENCH MARK DISK
 KK1137_SETTING: 80 = SET IN A BOULDER
 KK1137_STAMPING: B 301 RESET 1969
 KK1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1137+STABILITY: SURFACE MOTION
 KK1137
 KK1137  HISTORY     - Date     Condition        Report By
 KK1137  HISTORY     - 1969     MONUMENTED       CODH
 KK1137  HISTORY     - 1969     GOOD             NGS
 KK1137
 KK1137                          STATION DESCRIPTION
 KK1137
 KK1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KK1137'26 MI E FROM DILLON.
 KK1137'26 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE PUBLIC SCHOOL AT
 KK1137'DILLON, SET IN THE TOP OF A LARGE BOULDER PROJECTING 6 INCHES
 KK1137'ABOVE THE GROUND, ABOUT 0.2 MILE WEST OF A WOODEN BRIDGE OVER
 KK1137'CLEAR CREEK, 85 FEET SOUTH OF THE CENTER LINE OF INTERSTATE
 KK1137'HIGHWAY 70 AND 5 FEET FROM THE TOE OF A FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0125 ***********************************************************************
 KL0125  DESIGNATION -  B 302
 KL0125  PID         -  KL0125
 KL0125  STATE/COUNTY-  CO/PARK
 KL0125  USGS QUAD   -  ALMA (1970)
 KL0125
 KL0125                         *CURRENT SURVEY CONTROL
 KL0125  ___________________________________________________________________
 KL0125* NAD 83(1986)-  39 20 35.     (N)    106 03 08.     (W)     SCALED    
 KL0125* NAVD 88     -      3385.093  (meters)   11105.93   (feet)  ADJUSTED  
 KL0125  ___________________________________________________________________
 KL0125  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 KL0125  DYNAMIC HT  -        3380.400 (meters)   11090.53  (feet)  COMP
 KL0125  MODELED GRAV-     979,117.0   (mgal)                       NAVD 88
 KL0125
 KL0125  VERT ORDER  -  FIRST     CLASS II
 KL0125
 KL0125.The horizontal coordinates were scaled from a topographic map and have
 KL0125.an estimated accuracy of +/- 6 seconds.
 KL0125
 KL0125.The orthometric height was determined by differential leveling
 KL0125.and adjusted by the National Geodetic Survey in June 1991..
 KL0125
 KL0125.The geoid height was determined by GEOID03.
 KL0125
 KL0125.The dynamic height is computed by dividing the NAVD 88
 KL0125.geopotential number by the normal gravity value computed on the
 KL0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0125.degrees latitude (g = 980.6199 gals.).
 KL0125
 KL0125.The modeled gravity was interpolated from observed gravity values.
 KL0125
 KL0125;                    North         East    Units  Estimated Accuracy
 KL0125;SPC CO C     -   472,540.      866,800.      MT  (+/- 180 meters Scaled)
 KL0125
 KL0125                          SUPERSEDED SURVEY CONTROL
 KL0125
 KL0125  NGVD 29 (??/??/92) 3383.125  (m)        11099.47   (f) ADJ UNCH    1 2
 KL0125
 KL0125.Superseded values are not recommended for survey control.
 KL0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0125.See file dsdata.txt to determine how the superseded data were derived.
 KL0125
 KL0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD093553(NAD 83)
 KL0125_MARKER: DB = BENCH MARK DISK
 KL0125_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KL0125_SP_SET: CULVERT
 KL0125_STAMPING: B 302 1951
 KL0125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0125
 KL0125  HISTORY     - Date     Condition        Report By
 KL0125  HISTORY     - 1951     MONUMENTED       CGS
 KL0125  HISTORY     - 1959     GOOD             NGS
 KL0125
 KL0125                          STATION DESCRIPTION
 KL0125
 KL0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0125'4.2 MI N FROM ALMA.
 KL0125'4.2 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT ALMA,
 KL0125'140 YARDS SOUTH OF THE SOUTH EDGE OF A DEEP GULCH, 17 FEET EAST OF THE
 KL0125'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE
 KL0125'EAST HEADWALL OF A 3X6 FOOT CONCRETE CULVERT.
 KL0125
 KL0125                          STATION RECOVERY (1959)
 KL0125
 KL0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KL0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0871 ***********************************************************************
 KK0871  DESIGNATION -  B 303
 KK0871  PID         -  KK0871
 KK0871  STATE/COUNTY-  CO/PARK
 KK0871  USGS QUAD   -  COMO (1994)
 KK0871
 KK0871                         *CURRENT SURVEY CONTROL
 KK0871  ___________________________________________________________________
 KK0871* NAD 83(1986)-  39 17 26.     (N)    105 54 26.     (W)     SCALED    
 KK0871* NAVD 88     -      2946.964  (meters)    9668.50   (feet)  ADJUSTED  
 KK0871  ___________________________________________________________________
 KK0871  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 KK0871  DYNAMIC HT  -        2943.155 (meters)    9656.00  (feet)  COMP
 KK0871  MODELED GRAV-     979,227.3   (mgal)                       NAVD 88
 KK0871
 KK0871  VERT ORDER  -  FIRST     CLASS II
 KK0871
 KK0871.The horizontal coordinates were scaled from a topographic map and have
 KK0871.an estimated accuracy of +/- 6 seconds.
 KK0871
 KK0871.The orthometric height was determined by differential leveling
 KK0871.and adjusted by the National Geodetic Survey in June 1991..
 KK0871
 KK0871.The geoid height was determined by GEOID03.
 KK0871
 KK0871.The dynamic height is computed by dividing the NAVD 88
 KK0871.geopotential number by the normal gravity value computed on the
 KK0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0871.degrees latitude (g = 980.6199 gals.).
 KK0871
 KK0871.The modeled gravity was interpolated from observed gravity values.
 KK0871
 KK0871;                    North         East    Units  Estimated Accuracy
 KK0871;SPC CO C     -   466,640.      879,270.      MT  (+/- 180 meters Scaled)
 KK0871
 KK0871                          SUPERSEDED SURVEY CONTROL
 KK0871
 KK0871  NGVD 29 (??/??/92) 2945.274  (m)         9662.95   (f) ADJ UNCH    1 2
 KK0871
 KK0871.Superseded values are not recommended for survey control.
 KK0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0871.See file dsdata.txt to determine how the superseded data were derived.
 KK0871
 KK0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD217494(NAD 83)
 KK0871_MARKER: DB = BENCH MARK DISK
 KK0871_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0871_SP_SET: CULVERT
 KK0871_STAMPING: B 303 1951
 KK0871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0871+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1998
 KK0871
 KK0871  HISTORY     - Date     Condition        Report By
 KK0871  HISTORY     - 1951     MONUMENTED       CGS
 KK0871  HISTORY     - 1959     GOOD             DOD
 KK0871  HISTORY     - 19981111 GOOD             CODOT
 KK0871
 KK0871                          STATION DESCRIPTION
 KK0871
 KK0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0871'2.4 MI SW FROM COMO.
 KK0871'0.55 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE ABANDONED
 KK0871'COLORADO AND SOUTHERN RAILROAD STATION AT COMO, THENCE 1.8 MILES
 KK0871'SOUTHWEST ALONG U.S. HIGHWAY 285, AT THE ENTRANCE TO A PASTURE, 36
 KK0871'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 33 FEET SOUTHWEST
 KK0871'OF THE CENTER LINE OF A ROAD GRADE LEADING WEST, 0.4 MILE SOUTHWEST
 KK0871'OF THE ENTRANCE TO THE BAR D RANCH, SET IN THE TOP OF THE SOUTHWEST
 KK0871'END OF THE NORTHWEST HEADWALL OF A 4X7 FOOT CONCRETE CULVERT.
 KK0871
 KK0871                          STATION RECOVERY (1959)
 KK0871
 KK0871'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KK0871'RECOVERED IN GOOD CONDITION.
 KK0871
 KK0871                          STATION RECOVERY (1998)
 KK0871
 KK0871'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (WA)
 KK0871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1057 ***********************************************************************
 KK1057  DESIGNATION -  B 304
 KK1057  PID         -  KK1057
 KK1057  STATE/COUNTY-  CO/CLEAR CREEK
 KK1057  USGS QUAD   -  GEORGETOWN (1974)
 KK1057
 KK1057                         *CURRENT SURVEY CONTROL
 KK1057  ___________________________________________________________________
 KK1057* NAD 83(1986)-  39 41 57.     (N)    105 41 40.     (W)     SCALED    
 KK1057* NAVD 88     -      2763.795  (meters)    9067.55   (feet)  ADJUSTED  
 KK1057  ___________________________________________________________________
 KK1057  GEOID HEIGHT-         -12.37  (meters)                     GEOID03
 KK1057  DYNAMIC HT  -        2760.491 (meters)    9056.71  (feet)  COMP
 KK1057  MODELED GRAV-     979,330.4   (mgal)                       NAVD 88
 KK1057
 KK1057  VERT ORDER  -  FIRST     CLASS II
 KK1057
 KK1057.The horizontal coordinates were scaled from a topographic map and have
 KK1057.an estimated accuracy of +/- 6 seconds.
 KK1057
 KK1057.The orthometric height was determined by differential leveling
 KK1057.and adjusted by the National Geodetic Survey in June 1991..
 KK1057
 KK1057.The geoid height was determined by GEOID03.
 KK1057
 KK1057.The dynamic height is computed by dividing the NAVD 88
 KK1057.geopotential number by the normal gravity value computed on the
 KK1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1057.degrees latitude (g = 980.6199 gals.).
 KK1057
 KK1057.The modeled gravity was interpolated from observed gravity values.
 KK1057
 KK1057;                    North         East    Units  Estimated Accuracy
 KK1057;SPC CO C     -   511,950.      897,730.      MT  (+/- 180 meters Scaled)
 KK1057
 KK1057                          SUPERSEDED SURVEY CONTROL
 KK1057
 KK1057  NGVD 29 (??/??/92) 2762.278  (m)         9062.57   (f) ADJ UNCH    1 2
 KK1057
 KK1057.Superseded values are not recommended for survey control.
 KK1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1057.See file dsdata.txt to determine how the superseded data were derived.
 KK1057
 KK1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD404945(NAD 83)
 KK1057_MARKER: DB = BENCH MARK DISK
 KK1057_SETTING: 80 = SET IN A BOULDER
 KK1057_STAMPING: B 304 1951
 KK1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1057+STABILITY: SURFACE MOTION
 KK1057
 KK1057  HISTORY     - Date     Condition        Report By
 KK1057  HISTORY     - 1951     MONUMENTED       CGS
 KK1057  HISTORY     - 1954     GOOD             NGS
 KK1057
 KK1057                          STATION DESCRIPTION
 KK1057
 KK1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK1057'1.4 MI S FROM GEORGETOWN.
 KK1057'1.45 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE POST
 KK1057'OFFICE AT GEORGETOWN, 150 FEET SOUTH OF THE EXTENDED CENTER LINE
 KK1057'OF A DRIVEWAY LEADING TO A GRAVEL PIT, 43 FEET EAST OF THE CENTER
 KK1057'LINE OF THE GRAVELED ROAD, 12 FEET BELOW THE LEVEL OF THE ROAD, 1
 KK1057'FOOT ABOVE THE GROUND, SET IN THE TOP OF A 5X7 FOOT GRANITE BOULDER.
 KK1057
 KK1057                          STATION RECOVERY (1954)
 KK1057
 KK1057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 KK1057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1089 ***********************************************************************
 KK1089  DESIGNATION -  B 305
 KK1089  PID         -  KK1089
 KK1089  STATE/COUNTY-  CO/PARK
 KK1089  USGS QUAD   -  MT EVANS (1974)
 KK1089
 KK1089                         *CURRENT SURVEY CONTROL
 KK1089  ___________________________________________________________________
 KK1089* NAD 83(1986)-  39 34 07.     (N)    105 43 29.     (W)     SCALED    
 KK1089* NAVD 88     -      3298.122  (meters)   10820.59   (feet)  ADJUSTED  
 KK1089  ___________________________________________________________________
 KK1089  GEOID HEIGHT-         -12.30  (meters)                     GEOID03
 KK1089  DYNAMIC HT  -        3293.818 (meters)   10806.47  (feet)  COMP
 KK1089  MODELED GRAV-     979,200.3   (mgal)                       NAVD 88
 KK1089
 KK1089  VERT ORDER  -  FIRST     CLASS II
 KK1089
 KK1089.The horizontal coordinates were scaled from a topographic map and have
 KK1089.an estimated accuracy of +/- 6 seconds.
 KK1089
 KK1089.The orthometric height was determined by differential leveling
 KK1089.and adjusted by the National Geodetic Survey in June 1991..
 KK1089
 KK1089.The geoid height was determined by GEOID03.
 KK1089
 KK1089.The dynamic height is computed by dividing the NAVD 88
 KK1089.geopotential number by the normal gravity value computed on the
 KK1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1089.degrees latitude (g = 980.6199 gals.).
 KK1089
 KK1089.The modeled gravity was interpolated from observed gravity values.
 KK1089
 KK1089;                    North         East    Units  Estimated Accuracy
 KK1089;SPC CO C     -   497,460.      895,090.      MT  (+/- 180 meters Scaled)
 KK1089
 KK1089                          SUPERSEDED SURVEY CONTROL
 KK1089
 KK1089  NGVD 29 (??/??/92) 3296.376  (m)        10814.86   (f) ADJ UNCH    1 2
 KK1089
 KK1089.Superseded values are not recommended for survey control.
 KK1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1089.See file dsdata.txt to determine how the superseded data were derived.
 KK1089
 KK1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD377801(NAD 83)
 KK1089_MARKER: DB = BENCH MARK DISK
 KK1089_SETTING: 80 = SET IN A BOULDER
 KK1089_STAMPING: B 305 1951
 KK1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1089+STABILITY: SURFACE MOTION
 KK1089
 KK1089  HISTORY     - Date     Condition        Report By
 KK1089  HISTORY     - 1951     MONUMENTED       CGS
 KK1089  HISTORY     - 1954     GOOD             NGS
 KK1089
 KK1089                          STATION DESCRIPTION
 KK1089
 KK1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1089'10.5 MI NW FROM GRANT.
 KK1089'10.5 MILES NORTHWEST ALONG A WINDING ROCKY ROAD FROM THE PLATTE
 KK1089'RIVER INN AT GRANT, AT THE EAST EDGE OF A CLEARING, 30 FEET EAST
 KK1089'OF THE CENTER LINE OF THE ROAD, AT THE FOOT OF A STEEP ROCKY HILL,
 KK1089'3 FEET ABOVE THE GROUND, 5 FEET ABOVE THE LEVEL OF THE ROAD, SET
 KK1089'IN THE TOP OF A SMALL GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0920 ***********************************************************************
 KK0920  DESIGNATION -  B 306
 KK0920  PID         -  KK0920
 KK0920  STATE/COUNTY-  CO/PARK
 KK0920  USGS QUAD   -  MOUNT LOGAN (1994)
 KK0920
 KK0920                         *CURRENT SURVEY CONTROL
 KK0920  ___________________________________________________________________
 KK0920* NAD 83(1986)-  39 28 29.     (N)    105 41 05.     (W)     SCALED    
 KK0920* NAVD 88     -      2681.270  (meters)    8796.80   (feet)  ADJUSTED  
 KK0920  ___________________________________________________________________
 KK0920  GEOID HEIGHT-         -12.49  (meters)                     GEOID03
 KK0920  DYNAMIC HT  -        2678.062 (meters)    8786.28  (feet)  COMP
 KK0920  MODELED GRAV-     979,332.8   (mgal)                       NAVD 88
 KK0920
 KK0920  VERT ORDER  -  FIRST     CLASS II
 KK0920
 KK0920.The horizontal coordinates were scaled from a topographic map and have
 KK0920.an estimated accuracy of +/- 6 seconds.
 KK0920
 KK0920.The orthometric height was determined by differential leveling
 KK0920.and adjusted by the National Geodetic Survey in June 1991..
 KK0920
 KK0920.The geoid height was determined by GEOID03.
 KK0920
 KK0920.The dynamic height is computed by dividing the NAVD 88
 KK0920.geopotential number by the normal gravity value computed on the
 KK0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0920.degrees latitude (g = 980.6199 gals.).
 KK0920
 KK0920.The modeled gravity was interpolated from observed gravity values.
 KK0920
 KK0920;                    North         East    Units  Estimated Accuracy
 KK0920;SPC CO C     -   487,030.      898,510.      MT  (+/- 180 meters Scaled)
 KK0920
 KK0920                          SUPERSEDED SURVEY CONTROL
 KK0920
 KK0920  NGVD 29 (??/??/92) 2679.804  (m)         8791.99   (f) ADJ UNCH    1 2
 KK0920
 KK0920.Superseded values are not recommended for survey control.
 KK0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0920.See file dsdata.txt to determine how the superseded data were derived.
 KK0920
 KK0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD411696(NAD 83)
 KK0920_MARKER: DB = BENCH MARK DISK
 KK0920_SETTING: 80 = SET IN A BOULDER
 KK0920_STAMPING: B 306 1951
 KK0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0920+STABILITY: SURFACE MOTION
 KK0920
 KK0920  HISTORY     - Date     Condition        Report By
 KK0920  HISTORY     - 1951     MONUMENTED       CGS
 KK0920  HISTORY     - 1954     GOOD             NGS
 KK0920
 KK0920                          STATION DESCRIPTION
 KK0920
 KK0920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0920'1.8 MI NW FROM GRANT.
 KK0920'1.75 MILES NORTHWEST ALONG A WINDING ROCKY ROAD FROM THE PLATTE
 KK0920'RIVER INN AT GRANT, AT A CAMP SITE, 42 FEET SOUTHWEST OF THE
 KK0920'CENTER LINE OF THE ROAD, 60 FEET NORTHEAST OF THE NORTHEAST
 KK0920'BANK OF SCOTT GOMER CREEK, 1 FOOT ABOVE THE GROUND, SET IN THE
 KK0920'TOP OF A 2X4 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0673 ***********************************************************************
 KK0673  DESIGNATION -  B 307
 KK0673  PID         -  KK0673
 KK0673  STATE/COUNTY-  CO/DOUGLAS
 KK0673  USGS QUAD   -  KASSLER (1994)
 KK0673
 KK0673                         *CURRENT SURVEY CONTROL
 KK0673  ___________________________________________________________________
 KK0673* NAD 83(1986)-  39 29 31.     (N)    105 04 23.     (W)     SCALED    
 KK0673* NAVD 88     -      1709.116  (meters)    5607.32   (feet)  ADJUSTED  
 KK0673  ___________________________________________________________________
 KK0673  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 KK0673  DYNAMIC HT  -        1707.403 (meters)    5601.70  (feet)  COMP
 KK0673  MODELED GRAV-     979,564.8   (mgal)                       NAVD 88
 KK0673
 KK0673  VERT ORDER  -  FIRST     CLASS II
 KK0673
 KK0673.The horizontal coordinates were scaled from a topographic map and have
 KK0673.an estimated accuracy of +/- 6 seconds.
 KK0673
 KK0673.The orthometric height was determined by differential leveling
 KK0673.and adjusted by the National Geodetic Survey in June 1991..
 KK0673
 KK0673.The geoid height was determined by GEOID03.
 KK0673
 KK0673.The dynamic height is computed by dividing the NAVD 88
 KK0673.geopotential number by the normal gravity value computed on the
 KK0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0673.degrees latitude (g = 980.6199 gals.).
 KK0673
 KK0673.The modeled gravity was interpolated from observed gravity values.
 KK0673
 KK0673;                    North         East    Units  Estimated Accuracy
 KK0673;SPC CO C     -   489,010.      951,130.      MT  (+/- 180 meters Scaled)
 KK0673
 KK0673                          SUPERSEDED SURVEY CONTROL
 KK0673
 KK0673  NGVD 29 (??/??/??) 1708.182  (m)         5604.26   (f) ADJUSTED    1 2
 KK0673
 KK0673.Superseded values are not recommended for survey control.
 KK0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0673.See file dsdata.txt to determine how the superseded data were derived.
 KK0673
 KK0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD937713(NAD 83)
 KK0673_MARKER: DB = BENCH MARK DISK
 KK0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0673_STAMPING: B 307 1951
 KK0673_MARK LOGO: CGS   
 KK0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0673+STABILITY: SURFACE MOTION
 KK0673
 KK0673  HISTORY     - Date     Condition        Report By
 KK0673  HISTORY     - 1951     MONUMENTED       CGS
 KK0673  HISTORY     - 1955     GOOD             NGS
 KK0673  HISTORY     - 1982     GOOD             NGS
 KK0673  HISTORY     - 1984     GOOD             NGS
 KK0673
 KK0673                          STATION DESCRIPTION
 KK0673
 KK0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0673'1.8 MI E FROM KASSLER.
 KK0673'0.45 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE MAIN OFFICE OF
 KK0673'THE KASSLER FILTER PLANT, THENCE 0.9 MILE EAST ALONG A GRAVELED
 KK0673'ROAD, THENCE 0.4 MILE NORTH ALONG A GRAVELED ROAD, AT A JUNCTION
 KK0673'WITH A TRACK ROAD LEADING EAST, 72 FEET EAST OF THE CENTER LINE OF
 KK0673'A NORTH AND SOUTH GRAVELED ROAD, 54 FEET EAST OF A FENCE CORNER, 13
 KK0673'FEET NORTH OF THE CENTER LINE OF THE TRACK ROAD, 1.3 FEET SOUTH OF
 KK0673'A FENCE, 1 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF A
 KK0673'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND,
 KK0673
 KK0673                          STATION RECOVERY (1955)
 KK0673
 KK0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0673'RECOVERED IN GOOD CONDITION.
 KK0673
 KK0673                          STATION RECOVERY (1982)
 KK0673
 KK0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0673'A WITNESS POST WAS ADDED AT THIS TIME.
 KK0673
 KK0673                          STATION RECOVERY (1984)
 KK0673
 KK0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK0673'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  6.7 KM
 KK0673'(4.15 MI) WESTERLY ALONG COUNTY ROAD 7 (TITAN ROAD) FROM ITS JUNCTION
 KK0673'WITH U.S. HIGHWAY 85 IN ACEQUIA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0389 ***********************************************************************
 LL0389  DESIGNATION -  B 308
 LL0389  PID         -  LL0389
 LL0389  STATE/COUNTY-  CO/WELD
 LL0389  USGS QUAD   -  CARR WEST (1975)
 LL0389
 LL0389                         *CURRENT SURVEY CONTROL
 LL0389  ___________________________________________________________________
 LL0389* NAD 83(1986)-  40 53 57.     (N)    104 54 56.     (W)     SCALED    
 LL0389* NAVD 88     -      1775.188  (meters)    5824.10   (feet)  ADJUSTED  
 LL0389  ___________________________________________________________________
 LL0389  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 LL0389  DYNAMIC HT  -        1773.651 (meters)    5819.05  (feet)  COMP
 LL0389  MODELED GRAV-     979,695.3   (mgal)                       NAVD 88
 LL0389
 LL0389  VERT ORDER  -  SECOND    CLASS 0
 LL0389
 LL0389.The horizontal coordinates were scaled from a topographic map and have
 LL0389.an estimated accuracy of +/- 6 seconds.
 LL0389
 LL0389.The orthometric height was determined by differential leveling
 LL0389.and adjusted by the National Geodetic Survey in June 1991..
 LL0389
 LL0389.The geoid height was determined by GEOID03.
 LL0389
 LL0389.The dynamic height is computed by dividing the NAVD 88
 LL0389.geopotential number by the normal gravity value computed on the
 LL0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0389.degrees latitude (g = 980.6199 gals.).
 LL0389
 LL0389.The modeled gravity was interpolated from observed gravity values.
 LL0389
 LL0389;                    North         East    Units  Estimated Accuracy
 LL0389;SPC CO N     -   478,830.      963,650.      MT  (+/- 180 meters Scaled)
 LL0389
 LL0389                          SUPERSEDED SURVEY CONTROL
 LL0389
 LL0389  NGVD 29 (??/??/92) 1774.186  (m)         5820.81   (f) ADJ UNCH    2 0
 LL0389
 LL0389.Superseded values are not recommended for survey control.
 LL0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0389.See file dsdata.txt to determine how the superseded data were derived.
 LL0389
 LL0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF071275(NAD 83)
 LL0389_MARKER: DB = BENCH MARK DISK
 LL0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0389_STAMPING: B 308 1952
 LL0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0389+STABILITY: SURFACE MOTION
 LL0389
 LL0389  HISTORY     - Date     Condition        Report By
 LL0389  HISTORY     - 1952     MONUMENTED       CGS
 LL0389
 LL0389                          STATION DESCRIPTION
 LL0389
 LL0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0389'2.2 MI W FROM CARR.
 LL0389'2.2 MILES WEST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 LL0389'RAILROAD STATION AT CARR, 42 FEET WEST OF THE EXTENDED CENTER LINE
 LL0389'OF A GRAVELED ROAD LEADING NORTH, 27 FEET SOUTH OF THE CENTER
 LL0389'LINE OF AN EAST AND WEST GRAVELED ROAD, 1.7 FEET NORTH OF A FENCE,
 LL0389'1.5 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 LL0389'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0354 ***********************************************************************
 LL0354  DESIGNATION -  B 309
 LL0354  PID         -  LL0354
 LL0354  STATE/COUNTY-  CO/WELD
 LL0354  USGS QUAD   -  DOVER (1972)
 LL0354
 LL0354                         *CURRENT SURVEY CONTROL
 LL0354  ___________________________________________________________________
 LL0354* NAD 83(1986)-  40 52 10.     (N)    104 47 41.     (W)     SCALED    
 LL0354* NAVD 88     -      1690.189  (meters)    5545.23   (feet)  ADJUSTED  
 LL0354  ___________________________________________________________________
 LL0354  GEOID HEIGHT-         -16.74  (meters)                     GEOID03
 LL0354  DYNAMIC HT  -        1688.737 (meters)    5540.46  (feet)  COMP
 LL0354  MODELED GRAV-     979,705.8   (mgal)                       NAVD 88
 LL0354
 LL0354  VERT ORDER  -  SECOND    CLASS 0
 LL0354
 LL0354.The horizontal coordinates were scaled from a topographic map and have
 LL0354.an estimated accuracy of +/- 6 seconds.
 LL0354
 LL0354.The orthometric height was determined by differential leveling
 LL0354.and adjusted by the National Geodetic Survey in June 1991..
 LL0354
 LL0354.The geoid height was determined by GEOID03.
 LL0354
 LL0354.The dynamic height is computed by dividing the NAVD 88
 LL0354.geopotential number by the normal gravity value computed on the
 LL0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0354.degrees latitude (g = 980.6199 gals.).
 LL0354
 LL0354.The modeled gravity was interpolated from observed gravity values.
 LL0354
 LL0354;                    North         East    Units  Estimated Accuracy
 LL0354;SPC CO N     -   475,600.      973,860.      MT  (+/- 180 meters Scaled)
 LL0354
 LL0354                          SUPERSEDED SURVEY CONTROL
 LL0354
 LL0354  NGVD 29 (??/??/92) 1689.212  (m)         5542.02   (f) ADJ UNCH    2 0
 LL0354
 LL0354.Superseded values are not recommended for survey control.
 LL0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0354.See file dsdata.txt to determine how the superseded data were derived.
 LL0354
 LL0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF172242(NAD 83)
 LL0354_MARKER: DB = BENCH MARK DISK
 LL0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0354_STAMPING: B 309 1952
 LL0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0354+STABILITY: SURFACE MOTION
 LL0354
 LL0354  HISTORY     - Date     Condition        Report By
 LL0354  HISTORY     - 1952     MONUMENTED       CGS
 LL0354  HISTORY     - 1972     MARK NOT FOUND   USGS
 LL0354
 LL0354                          STATION DESCRIPTION
 LL0354
 LL0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0354'6.2 MI SE FROM CARR.
 LL0354'4.25 MILES EAST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 LL0354'RAILROAD STATION AT CARR, THENCE 2.0 MILES SOUTH ALONG U.S.
 LL0354'HIGHWAY 85, 68.6 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LL0354'30 FEET WEST OF A FENCE, 18 FEET EAST OF A TELEPHONE POLE, 2.7
 LL0354'FEET NORTH OF A FENCE, 2.3 FEET WEST OF A WITNESS POST, SET IN
 LL0354'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 LL0354'GROUND.
 LL0354
 LL0354                          STATION RECOVERY (1972)
 LL0354
 LL0354'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 LL0354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0174 ***********************************************************************
 HL0174  DESIGNATION -  B 31
 HL0174  PID         -  HL0174
 HL0174  STATE/COUNTY-  CO/ARCHULETA
 HL0174  USGS QUAD   -  CARRACAS (1975)
 HL0174
 HL0174                         *CURRENT SURVEY CONTROL
 HL0174  ___________________________________________________________________
 HL0174* NAD 83(1986)-  37 00 39.     (N)    107 16 57.     (W)     SCALED    
 HL0174* NAVD 88     -      1868.755  (meters)    6131.07   (feet)  ADJUSTED  
 HL0174  ___________________________________________________________________
 HL0174  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 HL0174  DYNAMIC HT  -        1866.341 (meters)    6123.15  (feet)  COMP
 HL0174  MODELED GRAV-     979,274.0   (mgal)                       NAVD 88
 HL0174
 HL0174  VERT ORDER  -  FIRST     CLASS II
 HL0174
 HL0174.The horizontal coordinates were scaled from a topographic map and have
 HL0174.an estimated accuracy of +/- 6 seconds.
 HL0174
 HL0174.The orthometric height was determined by differential leveling
 HL0174.and adjusted by the National Geodetic Survey in June 1991..
 HL0174
 HL0174.The geoid height was determined by GEOID03.
 HL0174
 HL0174.The dynamic height is computed by dividing the NAVD 88
 HL0174.geopotential number by the normal gravity value computed on the
 HL0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0174.degrees latitude (g = 980.6199 gals.).
 HL0174
 HL0174.The modeled gravity was interpolated from observed gravity values.
 HL0174
 HL0174;                    North         East    Units  Estimated Accuracy
 HL0174;SPC CO S     -   344,510.      755,760.      MT  (+/- 180 meters Scaled)
 HL0174
 HL0174                          SUPERSEDED SURVEY CONTROL
 HL0174
 HL0174  NGVD 29 (??/??/92) 1867.526  (m)         6127.04   (f) ADJ UNCH    1 2
 HL0174
 HL0174.Superseded values are not recommended for survey control.
 HL0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0174.See file dsdata.txt to determine how the superseded data were derived.
 HL0174
 HL0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA969985(NAD 83)
 HL0174_MARKER: DB = BENCH MARK DISK
 HL0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0174_STAMPING: B 31 1934
 HL0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0174+STABILITY: SURFACE MOTION
 HL0174
 HL0174  HISTORY     - Date     Condition        Report By
 HL0174  HISTORY     - 1934     MONUMENTED       CGS
 HL0174
 HL0174                          STATION DESCRIPTION
 HL0174
 HL0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0174'6.6 MI W FROM PAGOSA JUNCTION.
 HL0174'6.6 MILES WEST OF PAGOSA JUNCTION BY RAIL. ON R.O.W. OF THE D. R. G.
 HL0174'AND W. R.R. 30.0 FT NORTH OF CENTERLINE OF TRACK. 20.0 FT NORTH OF
 HL0174'MILE POST 397.0 50.0 FT S. EAST OF CENTER LINE OF ROAD, ALLISON,
 HL0174'ARBOLES, PAGOSA JUNCTION ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0063 ***********************************************************************
 LL0063  DESIGNATION -  B 310
 LL0063  PID         -  LL0063
 LL0063  STATE/COUNTY-  CO/WELD
 LL0063  USGS QUAD   -  RENO RESERVOIR (1972)
 LL0063
 LL0063                         *CURRENT SURVEY CONTROL
 LL0063  ___________________________________________________________________
 LL0063* NAD 83(1986)-  40 51 25.     (N)    104 25 45.     (W)     SCALED    
 LL0063* NAVD 88     -      1584.662  (meters)    5199.01   (feet)  ADJUSTED  
 LL0063  ___________________________________________________________________
 LL0063  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 LL0063  DYNAMIC HT  -        1583.348 (meters)    5194.70  (feet)  COMP
 LL0063  MODELED GRAV-     979,739.4   (mgal)                       NAVD 88
 LL0063
 LL0063  VERT ORDER  -  SECOND    CLASS 0
 LL0063
 LL0063.The horizontal coordinates were scaled from a topographic map and have
 LL0063.an estimated accuracy of +/- 6 seconds.
 LL0063
 LL0063.The orthometric height was determined by differential leveling
 LL0063.and adjusted by the National Geodetic Survey in June 1991..
 LL0063
 LL0063.The geoid height was determined by GEOID03.
 LL0063
 LL0063.The dynamic height is computed by dividing the NAVD 88
 LL0063.geopotential number by the normal gravity value computed on the
 LL0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0063.degrees latitude (g = 980.6199 gals.).
 LL0063
 LL0063.The modeled gravity was interpolated from observed gravity values.
 LL0063
 LL0063;                    North         East    Units  Estimated Accuracy
 LL0063;SPC CO N     -   474,520.    1,004,690.      MT  (+/- 180 meters Scaled)
 LL0063
 LL0063                          SUPERSEDED SURVEY CONTROL
 LL0063
 LL0063  NGVD 29 (??/??/92) 1583.780  (m)         5196.12   (f) ADJ UNCH    2 0
 LL0063
 LL0063.Superseded values are not recommended for survey control.
 LL0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0063.See file dsdata.txt to determine how the superseded data were derived.
 LL0063
 LL0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF481230(NAD 83)
 LL0063_MARKER: DB = BENCH MARK DISK
 LL0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0063_STAMPING: B 310 1952
 LL0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0063+STABILITY: SURFACE MOTION
 LL0063
 LL0063  HISTORY     - Date     Condition        Report By
 LL0063  HISTORY     - 1952     MONUMENTED       CGS
 LL0063
 LL0063                          STATION DESCRIPTION
 LL0063
 LL0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0063'11.2 MI SW FROM GROVER.
 LL0063'0.3 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LL0063'RAILROAD FROM THE STATION AT GROVER, THENCE 5.9 MILES WEST
 LL0063'ALONG A GRAVELED ROAD, THENCE 1.0 MILES SOUTH ALONG A GRAVELED
 LL0063'ROAD, THENCE 4.95 MILES WEST ALONG A GRAVELED ROAD, 78 FEET
 LL0063'SOUTH OF THE CENTER LINE OF AN EAST AND WEST GRAVELED ROAD,
 LL0063'48.8 FEET SOUTH OF AN EAST AND WEST FENCE, 3 FEET WEST OF A NORTH
 LL0063'AND SOUTH FENCE, AT A JUNCTION WITH A GRAVELED ROAD LEADING NORTH,
 LL0063'2.5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 LL0063'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0037 ***********************************************************************
 LL0037  DESIGNATION -  B 311
 LL0037  PID         -  LL0037
 LL0037  STATE/COUNTY-  CO/WELD
 LL0037  USGS QUAD   -  GROVER NE (1972)
 LL0037
 LL0037                         *CURRENT SURVEY CONTROL
 LL0037  ___________________________________________________________________
 LL0037* NAD 83(1986)-  40 58 51.     (N)    104 04 02.     (W)     SCALED    
 LL0037* NAVD 88     -      1666.571  (meters)    5467.74   (feet)  ADJUSTED  
 LL0037  ___________________________________________________________________
 LL0037  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 LL0037  DYNAMIC HT  -        1665.220 (meters)    5463.31  (feet)  COMP
 LL0037  MODELED GRAV-     979,754.5   (mgal)                       NAVD 88
 LL0037
 LL0037  VERT ORDER  -  SECOND    CLASS 0
 LL0037
 LL0037.The horizontal coordinates were scaled from a topographic map and have
 LL0037.an estimated accuracy of +/- 6 seconds.
 LL0037
 LL0037.The orthometric height was determined by differential leveling
 LL0037.and adjusted by the National Geodetic Survey in June 1991..
 LL0037
 LL0037.The geoid height was determined by GEOID03.
 LL0037
 LL0037.The dynamic height is computed by dividing the NAVD 88
 LL0037.geopotential number by the normal gravity value computed on the
 LL0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0037.degrees latitude (g = 980.6199 gals.).
 LL0037
 LL0037.The modeled gravity was interpolated from observed gravity values.
 LL0037
 LL0037;                    North         East    Units  Estimated Accuracy
 LL0037;SPC CO N     -   488,710.    1,034,980.      MT  (+/- 180 meters Scaled)
 LL0037
 LL0037                          SUPERSEDED SURVEY CONTROL
 LL0037
 LL0037  NGVD 29 (??/??/92) 1665.736  (m)         5465.00   (f) ADJ UNCH    2 0
 LL0037
 LL0037.Superseded values are not recommended for survey control.
 LL0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0037.See file dsdata.txt to determine how the superseded data were derived.
 LL0037
 LL0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF784370(NAD 83)
 LL0037_MARKER: DB = BENCH MARK DISK
 LL0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0037_STAMPING: B 311 1952
 LL0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0037+STABILITY: SURFACE MOTION
 LL0037
 LL0037  HISTORY     - Date     Condition        Report By
 LL0037  HISTORY     - 1952     MONUMENTED       CGS
 LL0037
 LL0037                          STATION DESCRIPTION
 LL0037
 LL0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0037'14.4 MI S FROM PINE BLUFFS.
 LL0037'0.4 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC RAILROAD
 LL0037'STATION AT PINE BLUFF, THENCE 14.0 MILES SOUTH ALONG A GRAVELED ROAD,
 LL0037'0.2 MILE NORTHEAST OF AN ABANDONED HOUSE, 173 FEET NORTH OF A FENCE
 LL0037'LEADING WEST, 36 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.7
 LL0037'FEET WEST OF A NORTH AND SOUTH FENCE, 5 FEET SOUTHEAST OF A POWER
 LL0037'POLE, 2.5 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 LL0037'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0285 ***********************************************************************
 LK0285  DESIGNATION -  B 312
 LK0285  PID         -  LK0285
 LK0285  STATE/COUNTY-  CO/MORGAN
 LK0285  USGS QUAD   -  JUDSON HILLS (1984)
 LK0285
 LK0285                         *CURRENT SURVEY CONTROL
 LK0285  ___________________________________________________________________
 LK0285* NAD 83(1986)-  40 27 56.     (N)    103 57 22.     (W)     SCALED    
 LK0285* NAVD 88     -      1485.399  (meters)    4873.35   (feet)  POSTED    
 LK0285  ___________________________________________________________________
 LK0285  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 LK0285  DYNAMIC HT  -        1484.200 (meters)    4869.41  (feet)  COMP
 LK0285  MODELED GRAV-     979,765.2   (mgal)                       NAVD 88
 LK0285
 LK0285  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LK0285
 LK0285.The horizontal coordinates were scaled from a topographic map and have
 LK0285.an estimated accuracy of +/- 6 seconds.
 LK0285
 LK0285.The orthometric height was determined by differential leveling
 LK0285.and adjusted by the National Geodetic Survey in 1992..
 LK0285.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LK0285.rate of 2.1 thru 3.0 mm/km.
 LK0285
 LK0285.The geoid height was determined by GEOID03.
 LK0285
 LK0285.The dynamic height is computed by dividing the NAVD 88
 LK0285.geopotential number by the normal gravity value computed on the
 LK0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0285.degrees latitude (g = 980.6199 gals.).
 LK0285
 LK0285.The modeled gravity was interpolated from observed gravity values.
 LK0285
 LK0285;                    North         East    Units  Estimated Accuracy
 LK0285;SPC CO N     -   431,650.    1,045,330.      MT  (+/- 180 meters Scaled)
 LK0285
 LK0285                          SUPERSEDED SURVEY CONTROL
 LK0285
 LK0285  NGVD 29 (??/??/92) 1484.664  (m)         4870.94   (f) ADJ UNCH    2 0
 LK0285
 LK0285.Superseded values are not recommended for survey control.
 LK0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0285.See file dsdata.txt to determine how the superseded data were derived.
 LK0285
 LK0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE884799(NAD 83)
 LK0285_MARKER: DB = BENCH MARK DISK
 LK0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0285_STAMPING: B 312 1952
 LK0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0285+STABILITY: SURFACE MOTION
 LK0285
 LK0285  HISTORY     - Date     Condition        Report By
 LK0285  HISTORY     - 1952     MONUMENTED       CGS
 LK0285
 LK0285                          STATION DESCRIPTION
 LK0285
 LK0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LK0285'9 MI NE FROM WELDONA.
 LK0285'0.3 MILE NORTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 LK0285'RAILROAD STATION AT WELDONA, THENCE 0.4 MILE EAST ALONG A GRADED
 LK0285'DIRT ROAD, THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.2
 LK0285'MILE EAST ALONG A GRAVELED ROAD, THENCE 7.45 MILES NORTH ALONG
 LK0285'A GRADED DIRT ROAD, 135 FEET WEST OF THE CENTER LINE OF A NORTH
 LK0285'AND SOUTH DIRT ROAD, 57 FEET SOUTH OF THE CENTER LINE OF A TRACK
 LK0285'ROAD LEADING WEST, 13.3 FEET NORTHWEST OF A POWER POLE, 3 FEET
 LK0285'NORTH OF A FENCE, 3 FEET WEST OF A WITNESS POST, 50 YARDS SOUTH OF
 LK0285'A WHITE HOUSE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LK0285'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0407 ***********************************************************************
 KK0407  DESIGNATION -  B 314
 KK0407  PID         -  KK0407
 KK0407  STATE/COUNTY-  CO/ADAMS
 KK0407  USGS QUAD   -  BRIGHTON (1994)
 KK0407
 KK0407                         *CURRENT SURVEY CONTROL
 KK0407  ___________________________________________________________________
 KK0407* NAD 83(1986)-  39 55 23.     (N)    104 51 06.     (W)     SCALED    
 KK0407* NAVD 88     -      1537.185  (meters)    5043.25   (feet)  POSTED    
 KK0407  ___________________________________________________________________
 KK0407  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 KK0407  DYNAMIC HT  -        1535.770 (meters)    5038.61  (feet)  COMP
 KK0407  MODELED GRAV-     979,654.9   (mgal)                       NAVD 88
 KK0407
 KK0407  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0407
 KK0407.The horizontal coordinates were scaled from a topographic map and have
 KK0407.an estimated accuracy of +/- 6 seconds.
 KK0407
 KK0407.The orthometric height was determined by differential leveling
 KK0407.and adjusted by the National Geodetic Survey in 1992..
 KK0407.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0407.rate of 1.1 thru 2.0 mm/km.
 KK0407
 KK0407.The geoid height was determined by GEOID03.
 KK0407
 KK0407.The dynamic height is computed by dividing the NAVD 88
 KK0407.geopotential number by the normal gravity value computed on the
 KK0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0407.degrees latitude (g = 980.6199 gals.).
 KK0407
 KK0407.The modeled gravity was interpolated from observed gravity values.
 KK0407
 KK0407;                    North         East    Units  Estimated Accuracy
 KK0407;SPC CO N     -   370,480.      969,830.      MT  (+/- 180 meters Scaled)
 KK0407
 KK0407                          SUPERSEDED SURVEY CONTROL
 KK0407
 KK0407  NGVD 29 (??/??/92) 1536.321  (m)         5040.41   (f) ADJ UNCH    1 2
 KK0407
 KK0407.Superseded values are not recommended for survey control.
 KK0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0407.See file dsdata.txt to determine how the superseded data were derived.
 KK0407
 KK0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE126192(NAD 83)
 KK0407_MARKER: DB = BENCH MARK DISK
 KK0407_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0407_SP_SET: BRIDGE
 KK0407_STAMPING: B 314 1956
 KK0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0407
 KK0407  HISTORY     - Date     Condition        Report By
 KK0407  HISTORY     - 1956     MONUMENTED       CGS
 KK0407  HISTORY     - 1976     GOOD             NGS
 KK0407
 KK0407                          STATION DESCRIPTION
 KK0407
 KK0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KK0407'4.8 MI S FROM BRIGHTON.
 KK0407'4.85 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KK0407'AT BRIGHTON, 0.15 MILE NORTHWEST OF THE STATION AT HENDERSON, 220
 KK0407'FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 24 FEET EAST OF THE
 KK0407'CENTER LINE OF U.S. HIGHWAY 85, 4 FEET ABOVE THE TOP OF THE RAILS,
 KK0407'SET IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT OF A CONCRETE
 KK0407'BRIDGE, IN SECTION 35, TOWNSHIP 1 SOUTH, RANGE 67 WEST.
 KK0407
 KK0407                          STATION RECOVERY (1976)
 KK0407
 KK0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KK0407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1302 ***********************************************************************
 KK1302  DESIGNATION -  B 314 RESET
 KK1302  PID         -  KK1302
 KK1302  STATE/COUNTY-  CO/ADAMS
 KK1302  USGS QUAD   -  BRIGHTON (1994)
 KK1302
 KK1302                         *CURRENT SURVEY CONTROL
 KK1302  ___________________________________________________________________
 KK1302* NAD 83(1986)-  39 55 23.     (N)    104 51 07.     (W)     SCALED    
 KK1302* NAVD 88     -      1537.725  (meters)    5045.02   (feet)  ADJUSTED  
 KK1302  ___________________________________________________________________
 KK1302  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 KK1302  DYNAMIC HT  -        1536.314 (meters)    5040.39  (feet)  COMP
 KK1302  MODELED GRAV-     979,654.9   (mgal)                       NAVD 88
 KK1302
 KK1302  VERT ORDER  -  SECOND    CLASS I
 KK1302
 KK1302.The horizontal coordinates were scaled from a topographic map and have
 KK1302.an estimated accuracy of +/- 6 seconds.
 KK1302
 KK1302.The orthometric height was determined by differential leveling
 KK1302.and adjusted by the National Geodetic Survey in July 2006..
 KK1302
 KK1302.The geoid height was determined by GEOID03.
 KK1302
 KK1302.The dynamic height is computed by dividing the NAVD 88
 KK1302.geopotential number by the normal gravity value computed on the
 KK1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1302.degrees latitude (g = 980.6199 gals.).
 KK1302
 KK1302.The modeled gravity was interpolated from observed gravity values.
 KK1302
 KK1302;                    North         East    Units  Estimated Accuracy
 KK1302;SPC CO N     -   370,480.      969,800.      MT  (+/- 180 meters Scaled)
 KK1302
 KK1302                          SUPERSEDED SURVEY CONTROL
 KK1302
 KK1302  NAVD 88 (06/15/91) 1537.806  (m)         5045.29   (f) UNKNOWN     1 2
 KK1302  NGVD 29 (??/??/??) 1536.924  (m)         5042.39   (f) ADJUSTED    1 2
 KK1302
 KK1302.Superseded values are not recommended for survey control.
 KK1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1302.See file dsdata.txt to determine how the superseded data were derived.
 KK1302
 KK1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE126192(NAD 83)
 KK1302_MARKER: DV = VERTICAL CONTROL DISK
 KK1302_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KK1302_SP_SET: JERSEY WALL
 KK1302_STAMPING: B 314 RESET 1978
 KK1302_MARK LOGO: NGS   
 KK1302_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK1302+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 KK1302
 KK1302  HISTORY     - Date     Condition        Report By
 KK1302  HISTORY     - 1978     MONUMENTED       NGS
 KK1302  HISTORY     - 1983     GOOD             NGS
 KK1302  HISTORY     - 20051026 GOOD             WOOLPT
 KK1302
 KK1302                          STATION DESCRIPTION
 KK1302
 KK1302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1302'5.5 KM (3.4 MI) NORTH FROM COMMERCE CITY.
 KK1302'5.5 KM (3.4 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM ITS
 KK1302'JUNCTION WITH INTERSTATE HIGHWAY 76 IN NORTH COMMERCE CITY, 0.08 KM
 KK1302'(0.05 MI) WEST OF THE RAILROAD, 7.6 METERS (25 FT) EAST OF THE
 KK1302'CENTERLINE OF THE NORTH BOUND LANES OF U.S. HIGHWAY 85, 15.5 METERS
 KK1302'(51 FT) SOUTH OF THE NORTH END OF THE CONCRETE CURB OF BRIDGE G17BD,
 KK1302'AND SET IN THE TOP OF THE BRIDGE CURB WHICH PROJECTS ABOUT 0.8 METER
 KK1302'(2.5 FT) ABOVE THE GROUND.
 KK1302'THE MARK IS 0.09 M BELOW HIGHWAY.
 KK1302
 KK1302                          STATION RECOVERY (2005)
 KK1302
 KK1302'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (CRR)
 KK1302'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0008 ***********************************************************************
 LM0008  DESIGNATION -  B 316
 LM0008  PID         -  LM0008
 LM0008  STATE/COUNTY-  CO/JACKSON
 LM0008  USGS QUAD   -  KINGS CANYON (1950)
 LM0008
 LM0008                         *CURRENT SURVEY CONTROL
 LM0008  ___________________________________________________________________
 LM0008* NAD 83(1986)-  40 57 14.     (N)    106 13 29.     (W)     SCALED    
 LM0008* NAVD 88     -      2608.531  (meters)    8558.16   (feet)  ADJUSTED  
 LM0008  ___________________________________________________________________
 LM0008  GEOID HEIGHT-         -11.14  (meters)                     GEOID03
 LM0008  DYNAMIC HT  -        2605.846 (meters)    8549.35  (feet)  COMP
 LM0008  MODELED GRAV-     979,499.6   (mgal)                       NAVD 88
 LM0008
 LM0008  VERT ORDER  -  FIRST     CLASS II
 LM0008
 LM0008.The horizontal coordinates were scaled from a topographic map and have
 LM0008.an estimated accuracy of +/- 6 seconds.
 LM0008
 LM0008.The orthometric height was determined by differential leveling
 LM0008.and adjusted by the National Geodetic Survey in June 1991..
 LM0008
 LM0008.The geoid height was determined by GEOID03.
 LM0008
 LM0008.The dynamic height is computed by dividing the NAVD 88
 LM0008.geopotential number by the normal gravity value computed on the
 LM0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0008.degrees latitude (g = 980.6199 gals.).
 LM0008
 LM0008.The modeled gravity was interpolated from observed gravity values.
 LM0008
 LM0008;                    North         East    Units  Estimated Accuracy
 LM0008;SPC CO N     -   484,990.      853,380.      MT  (+/- 180 meters Scaled)
 LM0008
 LM0008                          SUPERSEDED SURVEY CONTROL
 LM0008
 LM0008  NGVD 29 (??/??/92) 2607.141  (m)         8553.60   (f) ADJ UNCH    1 2
 LM0008
 LM0008.Superseded values are not recommended for survey control.
 LM0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0008.See file dsdata.txt to determine how the superseded data were derived.
 LM0008
 LM0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF969343(NAD 83)
 LM0008_MARKER: DB = BENCH MARK DISK
 LM0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0008_STAMPING: B 316 1956
 LM0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0008+STABILITY: SURFACE MOTION
 LM0008
 LM0008  HISTORY     - Date     Condition        Report By
 LM0008  HISTORY     - 1956     MONUMENTED       CGS
 LM0008
 LM0008                          STATION DESCRIPTION
 LM0008
 LM0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 LM0008'2.1 MI N FROM KINGS CANYON.
 LM0008'2.1 MILES NORTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 LM0008'RAILROAD FROM THE STATION SIGN AT KINGS CANYON, 8 POLES NORTH OF
 LM0008'MILEPOST 72, 2 POLES SOUTH OF A PRIVATE ROAD CROSSING, 18.2 FEET EAST
 LM0008'OF THE EAST RAIL, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 LM0008'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN SECTION 2,
 LM0008'TOWNSHIP 11 NORTH, RANGE 79 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0394 ***********************************************************************
 HK0394  DESIGNATION -  B 32
 HK0394  PID         -  HK0394
 HK0394  STATE/COUNTY-  CO/CONEJOS
 HK0394  USGS QUAD   -  LOBATOS (1967)
 HK0394
 HK0394                         *CURRENT SURVEY CONTROL
 HK0394  ___________________________________________________________________
 HK0394* NAD 83(1986)-  37 00 27.     (N)    105 59 51.     (W)     SCALED    
 HK0394* NAVD 88     -      2442.997  (meters)    8015.07   (feet)  POSTED    
 HK0394  ___________________________________________________________________
 HK0394  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 HK0394  DYNAMIC HT  -        2439.680 (meters)    8004.18  (feet)  COMP
 HK0394  MODELED GRAV-     979,186.5   (mgal)                       NAVD 88
 HK0394
 HK0394  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HK0394
 HK0394.The horizontal coordinates were scaled from a topographic map and have
 HK0394.an estimated accuracy of +/- 6 seconds.
 HK0394
 HK0394.The orthometric height was determined by differential leveling
 HK0394.and adjusted by the National Geodetic Survey in 1992..
 HK0394.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HK0394.rate of 1.1 thru 2.0 mm/km.
 HK0394
 HK0394.The geoid height was determined by GEOID03.
 HK0394
 HK0394.The dynamic height is computed by dividing the NAVD 88
 HK0394.geopotential number by the normal gravity value computed on the
 HK0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0394.degrees latitude (g = 980.6199 gals.).
 HK0394
 HK0394.The modeled gravity was interpolated from observed gravity values.
 HK0394
 HK0394;                    North         East    Units  Estimated Accuracy
 HK0394;SPC CO S     -   342,750.      870,120.      MT  (+/- 180 meters Scaled)
 HK0394
 HK0394                          SUPERSEDED SURVEY CONTROL
 HK0394
 HK0394  NGVD 29 (??/??/92) 2441.708  (m)         8010.84   (f) ADJ UNCH    1 2
 HK0394
 HK0394.Superseded values are not recommended for survey control.
 HK0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0394.See file dsdata.txt to determine how the superseded data were derived.
 HK0394
 HK0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA112961(NAD 83)
 HK0394_MARKER: DB = BENCH MARK DISK
 HK0394_SETTING: 66 = SET IN ROCK OUTCROP
 HK0394_SP_SET: BASALT ROCK
 HK0394_STAMPING: 8010.837 B 32 1933
 HK0394_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HK0394+STABILITY: POSITION/ELEVATION WELL
 HK0394
 HK0394  HISTORY     - Date     Condition        Report By
 HK0394  HISTORY     - 1933     MONUMENTED       CGS
 HK0394  HISTORY     - 1963     GOOD             NGS
 HK0394  HISTORY     - 1984     MARK NOT FOUND   NGS
 HK0394
 HK0394                          STATION DESCRIPTION
 HK0394
 HK0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HK0394'5.1 MI S FROM ANTONITO.
 HK0394'5.1 MILES SOUTH ALONG U.S. HIGHWAY 285 FROM ANTONITO, CONEJOS COUNTY,
 HK0394'0.9 MILES NORTH OF THE NEW MEXICO-COLORADO STATE LINE, 1090 FEET EAST
 HK0394'OF THE CENTERLINE OF THE HIGHWAY, NEAR THE NORTH END OF A SHALLOW CUT,
 HK0394'8.5 FEET WEST OF THE CENTERLINE OF THE DISMANTLED RAILROAD, IN THE TOP
 HK0394'OF A BASALT ROCK.  A STANDARD DISK, STAMPED 8010.837 B 32 1933.
 HK0394
 HK0394                          STATION RECOVERY (1963)
 HK0394
 HK0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HK0394'RECOVERED IN GOOD CONDITION.
 HK0394
 HK0394                          STATION RECOVERY (1984)
 HK0394
 HK0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0394'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0308 ***********************************************************************
 JK0308  DESIGNATION -  B 320
 JK0308  PID         -  JK0308
 JK0308  STATE/COUNTY-  CO/EL PASO
 JK0308  USGS QUAD   -  BUTTES (1994)
 JK0308
 JK0308                         *CURRENT SURVEY CONTROL
 JK0308  ___________________________________________________________________
 JK0308* NAD 83(1986)-  38 33 41.     (N)    104 43 15.     (W)     SCALED    
 JK0308* NAVD 88     -      1690.339  (meters)    5545.72   (feet)  ADJUSTED  
 JK0308  ___________________________________________________________________
 JK0308  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 JK0308  DYNAMIC HT  -        1688.533 (meters)    5539.80  (feet)  COMP
 JK0308  MODELED GRAV-     979,500.6   (mgal)                       NAVD 88
 JK0308
 JK0308  VERT ORDER  -  SECOND    CLASS 0
 JK0308
 JK0308.The horizontal coordinates were scaled from a topographic map and have
 JK0308.an estimated accuracy of +/- 6 seconds.
 JK0308
 JK0308.The orthometric height was determined by differential leveling
 JK0308.and adjusted by the National Geodetic Survey in June 1991..
 JK0308
 JK0308.The geoid height was determined by GEOID03.
 JK0308
 JK0308.The dynamic height is computed by dividing the NAVD 88
 JK0308.geopotential number by the normal gravity value computed on the
 JK0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0308.degrees latitude (g = 980.6199 gals.).
 JK0308
 JK0308.The modeled gravity was interpolated from observed gravity values.
 JK0308
 JK0308;                    North         East    Units  Estimated Accuracy
 JK0308;SPC CO C     -   385,910.      982,310.      MT  (+/- 180 meters Scaled)
 JK0308
 JK0308                          SUPERSEDED SURVEY CONTROL
 JK0308
 JK0308  NGVD 29 (??/??/92) 1689.360  (m)         5542.51   (f) ADJ UNCH    2 0
 JK0308
 JK0308.Superseded values are not recommended for survey control.
 JK0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0308.See file dsdata.txt to determine how the superseded data were derived.
 JK0308
 JK0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC243681(NAD 83)
 JK0308_MARKER: DB = BENCH MARK DISK
 JK0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0308_STAMPING: B 320 1952
 JK0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0308+STABILITY: SURFACE MOTION
 JK0308
 JK0308  HISTORY     - Date     Condition        Report By
 JK0308  HISTORY     - 1952     MONUMENTED       CGS
 JK0308  HISTORY     - 1984     MARK NOT FOUND   NGS
 JK0308
 JK0308                          STATION DESCRIPTION
 JK0308
 JK0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JK0308'10.9 MI SW FROM FOUNTAIN.
 JK0308'6.8 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 JK0308'FROM THE STATION AT FOUNTAIN, THENCE 0.1 MILE WEST ALONG A GRAVELED
 JK0308'ROAD, THENCE 3.0 MILES SOUTHWEST ALONG A RANCH TRACK ROAD, THENCE
 JK0308'1.0 MILE SOUTH ALONG THE MILITARY BOUNDARY ROAD, 66 FEET EAST OF
 JK0308'THE CENTER LINE OF THE ROAD, 3 FEET WEST OF A WITNESS POST, SET IN
 JK0308'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 JK0308
 JK0308                          STATION RECOVERY (1984)
 JK0308
 JK0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0653 ***********************************************************************
 KK0653  DESIGNATION -  B 321
 KK0653  PID         -  KK0653
 KK0653  STATE/COUNTY-  CO/BOULDER
 KK0653  USGS QUAD   -  LOUISVILLE (1994)
 KK0653
 KK0653                         *CURRENT SURVEY CONTROL
 KK0653  ___________________________________________________________________
 KK0653* NAD 83(1986)-  39 56 42.     (N)    105 14 10.     (W)     SCALED    
 KK0653* NAVD 88     -      1747.820  (meters)    5734.31   (feet)  ADJUSTED  
 KK0653  ___________________________________________________________________
 KK0653  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 KK0653  DYNAMIC HT  -        1746.103 (meters)    5728.67  (feet)  COMP
 KK0653  MODELED GRAV-     979,582.3   (mgal)                       NAVD 88
 KK0653
 KK0653  VERT ORDER  -  SECOND    CLASS 0
 KK0653
 KK0653.The horizontal coordinates were scaled from a topographic map and have
 KK0653.an estimated accuracy of +/- 6 seconds.
 KK0653
 KK0653.The orthometric height was determined by differential leveling
 KK0653.and adjusted by the National Geodetic Survey in June 1991..
 KK0653
 KK0653.The geoid height was determined by GEOID03.
 KK0653
 KK0653.The dynamic height is computed by dividing the NAVD 88
 KK0653.geopotential number by the normal gravity value computed on the
 KK0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0653.degrees latitude (g = 980.6199 gals.).
 KK0653
 KK0653.The modeled gravity was interpolated from observed gravity values.
 KK0653
 KK0653;                    North         East    Units  Estimated Accuracy
 KK0653;SPC CO N     -   372,750.      936,950.      MT  (+/- 180 meters Scaled)
 KK0653
 KK0653                          SUPERSEDED SURVEY CONTROL
 KK0653
 KK0653  NGVD 29 (??/??/92) 1746.696  (m)         5730.62   (f) ADJ UNCH    2 0
 KK0653
 KK0653.Superseded values are not recommended for survey control.
 KK0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0653.See file dsdata.txt to determine how the superseded data were derived.
 KK0653
 KK0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE798216(NAD 83)
 KK0653_MARKER: DB = BENCH MARK DISK
 KK0653_SETTING: 80 = SET IN A BOULDER
 KK0653_STAMPING: B 321 1952
 KK0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0653+STABILITY: SURFACE MOTION
 KK0653
 KK0653  HISTORY     - Date     Condition        Report By
 KK0653  HISTORY     - 1952     MONUMENTED       CGS
 KK0653  HISTORY     - 1956     MARK NOT FOUND   USGS
 KK0653  HISTORY     - 1982     MARK NOT FOUND   NGS
 KK0653
 KK0653                          STATION DESCRIPTION
 KK0653
 KK0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0653'5.1 MI S FROM BOULDER.
 KK0653'5.1 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE UNIVERSITY
 KK0653'INTERMEDIATE SCHOOL AT BOULDER, 100 FEET WEST OF THE CENTER
 KK0653'LINE OF A 20 FOOT WOODEN BRIDGE, 63 FEET WEST OF THE CENTER LINE
 KK0653'OF THE HIGHWAY, 30 FEET WEST OF A POWER POLE, AT THE CROSSING OF
 KK0653'BOULDER, LEVEL WITH THE HIGHWAY.
 KK0653
 KK0653                          STATION RECOVERY (1956)
 KK0653
 KK0653'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 KK0653'MARK NOT FOUND.
 KK0653
 KK0653                          STATION RECOVERY (1982)
 KK0653
 KK0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0653'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0694 ***********************************************************************
 LL0694  DESIGNATION -  B 322
 LL0694  PID         -  LL0694
 LL0694  STATE/COUNTY-  CO/BOULDER
 LL0694  USGS QUAD   -  BOULDER (1979)
 LL0694
 LL0694                         *CURRENT SURVEY CONTROL
 LL0694  ___________________________________________________________________
 LL0694* NAD 83(1986)-  40 04 48.     (N)    105 16 55.     (W)     SCALED    
 LL0694* NAVD 88     -      1679.525  (meters)    5510.24   (feet)  ADJUSTED  
 LL0694  ___________________________________________________________________
 LL0694  GEOID HEIGHT-         -15.48  (meters)                     GEOID03
 LL0694  DYNAMIC HT  -        1677.916 (meters)    5504.96  (feet)  COMP
 LL0694  MODELED GRAV-     979,609.3   (mgal)                       NAVD 88
 LL0694
 LL0694  VERT ORDER  -  SECOND    CLASS 0
 LL0694
 LL0694.The horizontal coordinates were scaled from a topographic map and have
 LL0694.an estimated accuracy of +/- 6 seconds.
 LL0694
 LL0694.The orthometric height was determined by differential leveling
 LL0694.and adjusted by the National Geodetic Survey in June 1991..
 LL0694
 LL0694.The geoid height was determined by GEOID03.
 LL0694
 LL0694.The dynamic height is computed by dividing the NAVD 88
 LL0694.geopotential number by the normal gravity value computed on the
 LL0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0694.degrees latitude (g = 980.6199 gals.).
 LL0694
 LL0694.The modeled gravity was interpolated from observed gravity values.
 LL0694
 LL0694;                    North         East    Units  Estimated Accuracy
 LL0694;SPC CO N     -   387,730.      933,000.      MT  (+/- 180 meters Scaled)
 LL0694
 LL0694                          SUPERSEDED SURVEY CONTROL
 LL0694
 LL0694  NGVD 29 (??/??/92) 1678.445  (m)         5506.70   (f) ADJ UNCH    2 0
 LL0694
 LL0694.Superseded values are not recommended for survey control.
 LL0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0694.See file dsdata.txt to determine how the superseded data were derived.
 LL0694
 LL0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE759366(NAD 83)
 LL0694_MARKER: DB = BENCH MARK DISK
 LL0694_SETTING: 80 = SET IN A BOULDER
 LL0694_STAMPING: B 322 1952
 LL0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0694+STABILITY: SURFACE MOTION
 LL0694
 LL0694  HISTORY     - Date     Condition        Report By
 LL0694  HISTORY     - 1952     MONUMENTED       CGS
 LL0694  HISTORY     - 1982     MARK NOT FOUND   NGS
 LL0694
 LL0694                          STATION DESCRIPTION
 LL0694
 LL0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0694'4.3 MI N FROM BOULDER.
 LL0694'4.3 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE FIRST NATIONAL BANK
 LL0694'AT BOULDER, 0.1 MILE SOUTH OF THE ENTRANCE TO A FARMHOUSE, 50 FEET
 LL0694'EAST OF THE CENTER LINE OF THE HIGHWAY, 45 FEET NORTH OF THE CENTER
 LL0694'OF A CATTLE GUARD, 12 FEET NORTHEAST OF THE CENTER OF A STEEL GATE,
 LL0694'LEVEL WITH THE HIGHWAY, SET IN THE TOP OF THE CENTER OF A 3 X 3 FOOT
 LL0694'GRANITE BOULDER.
 LL0694
 LL0694                          STATION RECOVERY (1982)
 LL0694
 LL0694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LL0694'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0695 ***********************************************************************
 LL0695  DESIGNATION -  B 322 RESET
 LL0695  PID         -  LL0695
 LL0695  STATE/COUNTY-  CO/BOULDER
 LL0695  USGS QUAD   -  BOULDER (1979)
 LL0695
 LL0695                         *CURRENT SURVEY CONTROL
 LL0695  ___________________________________________________________________
 LL0695* NAD 83(1992)-  40 04 47.97615(N)    105 16 55.00217(W)     ADJUSTED  
 LL0695* NAVD 88     -      1679.110  (meters)    5508.88   (feet)  ADJUSTED  
 LL0695  ___________________________________________________________________
 LL0695  X           -  -1,288,395.927 (meters)                     COMP
 LL0695  Y           -  -4,715,419.904 (meters)                     COMP
 LL0695  Z           -   4,085,856.791 (meters)                     COMP
 LL0695  LAPLACE CORR-         -23.29  (seconds)                    DEFLEC99
 LL0695  ELLIP HEIGHT-        1663.61  (meters)          (12/03/02) GPS OBS
 LL0695  GEOID HEIGHT-         -15.48  (meters)                     GEOID03
 LL0695  DYNAMIC HT  -        1677.502 (meters)    5503.60  (feet)  COMP
 LL0695  MODELED GRAV-     979,609.3   (mgal)                       NAVD 88
 LL0695
 LL0695  HORZ ORDER  -  FIRST
 LL0695  VERT ORDER  -  FIRST     CLASS II
 LL0695  ELLP ORDER  -  FOURTH    CLASS II
 LL0695
 LL0695.The horizontal coordinates were established by GPS observations
 LL0695.and adjusted by the National Geodetic Survey in February 2000..
 LL0695
 LL0695.The orthometric height was determined by differential leveling
 LL0695.and adjusted by the National Geodetic Survey in June 1991..
 LL0695
 LL0695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL0695
 LL0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL0695
 LL0695.The ellipsoidal height was determined by GPS observations
 LL0695.and is referenced to NAD 83.
 LL0695
 LL0695.The geoid height was determined by GEOID03.
 LL0695
 LL0695.The dynamic height is computed by dividing the NAVD 88
 LL0695.geopotential number by the normal gravity value computed on the
 LL0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0695.degrees latitude (g = 980.6199 gals.).
 LL0695
 LL0695.The modeled gravity was interpolated from observed gravity values.
 LL0695
 LL0695;                    North         East     Units Scale Factor Converg.
 LL0695;SPC CO N     -   387,725.112   932,999.897   MT  0.99996126   +0 08 27.2
 LL0695;SPC CO N     - 1,272,061.47  3,061,017.16   sFT  0.99996126   +0 08 27.2
 LL0695;UTM  13      - 4,436,673.844   475,961.346   MT  0.99960711   -0 10 53.5
 LL0695
 LL0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL0695!SPC CO N     -   0.99973909  x   0.99996126  =   0.99970036
 LL0695!UTM  13      -   0.99973909  x   0.99960711  =   0.99934630
 LL0695
 LL0695                          SUPERSEDED SURVEY CONTROL
 LL0695
 LL0695  ELLIP H (02/17/00) 1663.62   (m)                       GP(       ) 4 2
 LL0695  NAD 83(1992)-  40 04 47.96996(N)    105 16 55.00948(W) AD(       ) 2
 LL0695  NAD 83(1986)-  40 04 47.96160(N)    105 16 55.00903(W) AD(       ) 2
 LL0695  NAVD 88 (02/17/00) 1679.11   (m)         5508.9    (f) LEVELING    3  
 LL0695  NGVD 29 (??/??/??) 1678.149  (m)         5505.73   (f) ADJUSTED    1 2
 LL0695
 LL0695.Superseded values are not recommended for survey control.
 LL0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0695.See file dsdata.txt to determine how the superseded data were derived.
 LL0695
 LL0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE7596136674(NAD 83)
 LL0695_MARKER: DB = BENCH MARK DISK
 LL0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0695_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LL0695_STAMPING: B 322 RESET 1955
 LL0695_MARK LOGO: CGS   
 LL0695_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0695+STABILITY: SURFACE MOTION
 LL0695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0695+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2001
 LL0695
 LL0695  HISTORY     - Date     Condition        Report By
 LL0695  HISTORY     - 1985     MONUMENTED       NGS
 LL0695  HISTORY     - 1966     GOOD             USGS
 LL0695  HISTORY     - 1982     GOOD             NGS
 LL0695  HISTORY     - 1984     GOOD             NGS
 LL0695  HISTORY     - 19981104 GOOD             NGS
 LL0695  HISTORY     - 20010828 GOOD             NGS
 LL0695
 LL0695                          STATION DESCRIPTION
 LL0695
 LL0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 LL0695'THE STATION IS LOCATED ABOUT 16.0 KM (10.0 MI) SOUTH OF LYONS,
 LL0695'7.1 KM (4.4 MI) NORTH OF BOULDER AND 4.8 KM (3.0 MI) WEST OF BOULDER
 LL0695'RESERVOIR.
 LL0695'OWNERSHIP--ON STATE HIGHWAY DEPT. RIGHT-OF-WAY.
 LL0695'
 LL0695'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF U.S. HIGHWAY 36
 LL0695'AND STATE HIGHWAY 7 IN NORTH BOULDER, GO WEST THEN NORTH ON U.S.
 LL0695'HIGHWAY 36 FOR 0.2 KM (0.1 MI) TO A SIDE ROAD RIGHT.  CONTINUE AHEAD
 LL0695'NORTH FOR 1.5 KM (0.95 MI) TO A SIDE ROAD RIGHT, LONGHORN ROAD AND
 LL0695'THE MARK IN THE NORTHEAST CORNER.
 LL0695'
 LL0695'AZIMUTH MARK NO. 1 IS A STANDARD CGS DISK STAMPED---B 322 RESET 1955
 LL0695'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 30 CM (12-IN) ON A
 LL0695'SIDE, PROJECTING 15 CM (6-IN) ABOVE THE GROUND.  LOCATED 21.6 M
 LL0695'(71 FT) EAST FROM THE CENTERLINE OF U.S.HIGHWAY 36, 8.2 M (27 FT)
 LL0695'NORTH FROM THE CENTER OF LONGHORN ROAD, 5.8 M (19 FT) NORTHEAST FROM
 LL0695'A STOP SIGN AND 0.3 M (1 FT) WEST FROM A WITNESS POST.
 LL0695
 LL0695                          STATION RECOVERY (1966)
 LL0695
 LL0695'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LL0695'4.5 MI N FROM BOULDER.
 LL0695'4.5 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE JUNCTION OF HIGHWAY
 LL0695'7 AND STATE HIGHWAY 119 AND 95 IN BOULDER, AT A JUNCTION OF A GRAVEL
 LL0695'ROAD EAST.  IN THE NE CORNER OF THE JUNCTION 72 FT. E. OF THE HIGHWAY
 LL0695'AND 30 FT. N, OF THE GRAVEL ROAD, A STANDARD DISK STAMPED B 322
 LL0695'RESET 1955.
 LL0695
 LL0695                          STATION RECOVERY (1982)
 LL0695
 LL0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LL0695'A NEW DESC: A WITNESS POST WAS ADDED. 6.9 KM (4.3 MI) NORTH ALONG
 LL0695'STATE HIGHWAY 7 AND U.S. HIGHWAY 36 FROM THE OLD FIRST NATIONAL BANK
 LL0695'ON BROADWAY AT THE MALL TO TH NORTHEAST CORNER OF LONGHORN ROAD AND
 LL0695'U.S. HIGHWAY 36. IT IS 22.0 M (72 FT) EAST FROM THE CENTERLINE OF
 LL0695'HIGHWAY 36 AND 8.5 M (28 FT) NORTH FROM THE CENTERLINE OF LONGHORN
 LL0695'ROAD.
 LL0695
 LL0695                          STATION RECOVERY (1984)
 LL0695
 LL0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0695'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.9 KM
 LL0695'(3.65 MI) NORTHERLY ALONG U.S. HIGHWAY 36 FROM ITS NORTH JUNCTION WITH
 LL0695'STATE HIGHWAY 119 IN BOULDER.  ADD AT THE INTERSECTION OF LONGHORN
 LL0695'ROAD, 8.5 METERS (27.9 FT) NORTH OF THE CENTERLINE OF THE ROAD, AND
 LL0695'0.3 METER (1.0 FT) WEST OF A METAL WITNESS POST.
 LL0695
 LL0695                          STATION RECOVERY (1998)
 LL0695
 LL0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 LL0695'THE STATION IS LOCATED ABOUT 10 MI (16.1 KM) SOUTH OF LYONS, 4.4 MI
 LL0695'(7.1 KM) NORTH OF BOULDER AND 3 MI (4.8 KM) WEST OF BOULDER RESERVOIR,
 LL0695'IN THE NORTHWEST 1/4 OF SECTION 6, T 1 N, R 70 W, AT U. S.  HIGHWAY 36
 LL0695'MILEPOST 31.4.  OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION
 LL0695'RIGHT-OF-WAY
 LL0695'TO REACH THE STATION FROM U.  S.  HIGHWAY 36 AND STATE HIGHWAY 119
 LL0695'(BROADWAY) IN NORTH BOULDER, GO NORTHERLY ON U.  S.  HIGHWAY 36 FOR
 LL0695'3.65 MI (5.87 KM) TO A SIDE ROAD RIGHT, LONGHORN ROAD AND THE STATION
 LL0695'IN THE NORTHEAST CORNER
 LL0695'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A SQUARE 30 CM
 LL0695'CONCRETE POST PROJECTING 15 CM ABOVE THE GROUND.  IT IS 22.0 M (72.2
 LL0695'FT) EAST FROM THE CENTER LINE OF U.S.  HIGHWAY 36, 8.5 M (27.9 FT)
 LL0695'NORTH FROM THE CENTERLINE OF LONGHORN ROAD, 5.8 M (19.0 FT) NORTHEAST
 LL0695'FROM A STOP SIGN AND 0.3 M (1.0 FT) WEST FROM A WITNESS POST.
 LL0695
 LL0695                          STATION RECOVERY (2001)
 LL0695
 LL0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 LL0695'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0106 ***********************************************************************
 LM0106  DESIGNATION -  B 324
 LM0106  PID         -  LM0106
 LM0106  STATE/COUNTY-  CO/LARIMER
 LM0106  USGS QUAD   -  OLD ROACH (1955)
 LM0106
 LM0106                         *CURRENT SURVEY CONTROL
 LM0106  ___________________________________________________________________
 LM0106* NAD 83(1986)-  40 58 55.     (N)    106 00 05.     (W)     SCALED    
 LM0106* NAVD 88     -      2368.730  (meters)    7771.41   (feet)  ADJUSTED  
 LM0106  ___________________________________________________________________
 LM0106  GEOID HEIGHT-         -11.02  (meters)                     GEOID03
 LM0106  DYNAMIC HT  -        2366.458 (meters)    7763.95  (feet)  COMP
 LM0106  MODELED GRAV-     979,578.6   (mgal)                       NAVD 88
 LM0106
 LM0106  VERT ORDER  -  SECOND    CLASS 0
 LM0106
 LM0106.The horizontal coordinates were scaled from a topographic map and have
 LM0106.an estimated accuracy of +/- 6 seconds.
 LM0106
 LM0106.The orthometric height was determined by differential leveling
 LM0106.and adjusted by the National Geodetic Survey in June 1991..
 LM0106
 LM0106.The geoid height was determined by GEOID03.
 LM0106
 LM0106.The dynamic height is computed by dividing the NAVD 88
 LM0106.geopotential number by the normal gravity value computed on the
 LM0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0106.degrees latitude (g = 980.6199 gals.).
 LM0106
 LM0106.The modeled gravity was interpolated from observed gravity values.
 LM0106
 LM0106;                    North         East    Units  Estimated Accuracy
 LM0106;SPC CO N     -   487,980.      872,200.      MT  (+/- 180 meters Scaled)
 LM0106
 LM0106                          SUPERSEDED SURVEY CONTROL
 LM0106
 LM0106  NGVD 29 (??/??/92) 2367.510  (m)         7767.41   (f) ADJ UNCH    2 0
 LM0106
 LM0106.Superseded values are not recommended for survey control.
 LM0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0106.See file dsdata.txt to determine how the superseded data were derived.
 LM0106
 LM0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF157372(NAD 83)
 LM0106_MARKER: DB = BENCH MARK DISK
 LM0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0106_STAMPING: B 324 1951
 LM0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0106+STABILITY: SURFACE MOTION
 LM0106
 LM0106  HISTORY     - Date     Condition        Report By
 LM0106  HISTORY     - 1951     MONUMENTED       CGS
 LM0106
 LM0106                          STATION DESCRIPTION
 LM0106
 LM0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LM0106'10.2 MI S FROM WOODS LANDING.
 LM0106'10.2 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE LARAMIE RIVER
 LM0106'BRIDGE AT WOODS LANDING, 67 FEET WEST OF THE CENTER LINE OF THE ROAD,
 LM0106'23 FEET WEST OF A TELEPHONE POLE, 2.3 FEET NORTHWEST OF A WITNESS
 LM0106'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 LM0106'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0940 ***********************************************************************
 LL0940  DESIGNATION -  B 325
 LL0940  PID         -  LL0940
 LL0940  STATE/COUNTY-  CO/LARIMER
 LL0940  USGS QUAD   -  BOSTON PEAK (1962)
 LL0940
 LL0940                         *CURRENT SURVEY CONTROL
 LL0940  ___________________________________________________________________
 LL0940* NAD 83(1986)-  40 43 33.     (N)    105 51 48.     (W)     SCALED    
 LL0940* NAVD 88     -      2583.621  (meters)    8476.43   (feet)  ADJUSTED  
 LL0940  ___________________________________________________________________
 LL0940  GEOID HEIGHT-         -11.07  (meters)                     GEOID03
 LL0940  DYNAMIC HT  -        2580.939 (meters)    8467.63  (feet)  COMP
 LL0940  MODELED GRAV-     979,492.4   (mgal)                       NAVD 88
 LL0940
 LL0940  VERT ORDER  -  SECOND    CLASS 0
 LL0940
 LL0940.The horizontal coordinates were scaled from a topographic map and have
 LL0940.an estimated accuracy of +/- 6 seconds.
 LL0940
 LL0940.The orthometric height was determined by differential leveling
 LL0940.and adjusted by the National Geodetic Survey in June 1991..
 LL0940
 LL0940.The geoid height was determined by GEOID03.
 LL0940
 LL0940.The dynamic height is computed by dividing the NAVD 88
 LL0940.geopotential number by the normal gravity value computed on the
 LL0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0940.degrees latitude (g = 980.6199 gals.).
 LL0940
 LL0940.The modeled gravity was interpolated from observed gravity values.
 LL0940
 LL0940;                    North         East    Units  Estimated Accuracy
 LL0940;SPC CO N     -   459,480.      883,710.      MT  (+/- 180 meters Scaled)
 LL0940
 LL0940                          SUPERSEDED SURVEY CONTROL
 LL0940
 LL0940  NGVD 29 (??/??/92) 2582.277  (m)         8472.02   (f) ADJ UNCH    2 0
 LL0940
 LL0940.Superseded values are not recommended for survey control.
 LL0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0940.See file dsdata.txt to determine how the superseded data were derived.
 LL0940
 LL0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF270086(NAD 83)
 LL0940_MARKER: DB = BENCH MARK DISK
 LL0940_SETTING: 80 = SET IN A BOULDER
 LL0940_STAMPING: B 325 1951
 LL0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0940+STABILITY: SURFACE MOTION
 LL0940
 LL0940  HISTORY     - Date     Condition        Report By
 LL0940  HISTORY     - 1951     MONUMENTED       CGS
 LL0940
 LL0940                          STATION DESCRIPTION
 LL0940
 LL0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0940'8.7 MI SE FROM GLENDEVEY.
 LL0940'3.2 MILES EAST ALONG A WINDING GRAVELED ROAD FROM THE GROCERY
 LL0940'STORE AT GLENDEVEY LODGE, THENCE 5.5 MILES SOUTH ALONG A WINDING
 LL0940'GRAVELED ROAD, 51 FEET NORTHEAST OF THE CENTER LINE OF THE
 LL0940'ROAD, 5 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF
 LL0940'A LARGE GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0872 ***********************************************************************
 LL0872  DESIGNATION -  B 326
 LL0872  PID         -  LL0872
 LL0872  STATE/COUNTY-  CO/BOULDER
 LL0872  USGS QUAD   -  ALLENS PARK (1978)
 LL0872
 LL0872                         *CURRENT SURVEY CONTROL
 LL0872  ___________________________________________________________________
 LL0872* NAD 83(1986)-  40 14 01.     (N)    105 31 50.     (W)     SCALED    
 LL0872* NAVD 88     -      2588.681  (meters)    8493.03   (feet)  ADJUSTED  
 LL0872  ___________________________________________________________________
 LL0872  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 LL0872  DYNAMIC HT  -        2585.901 (meters)    8483.91  (feet)  COMP
 LL0872  MODELED GRAV-     979,456.8   (mgal)                       NAVD 88
 LL0872
 LL0872  VERT ORDER  -  SECOND    CLASS 0
 LL0872
 LL0872.The horizontal coordinates were scaled from a topographic map and have
 LL0872.an estimated accuracy of +/- 6 seconds.
 LL0872
 LL0872.The orthometric height was determined by differential leveling
 LL0872.and adjusted by the National Geodetic Survey in June 1991..
 LL0872
 LL0872.The geoid height was determined by GEOID03.
 LL0872
 LL0872.The dynamic height is computed by dividing the NAVD 88
 LL0872.geopotential number by the normal gravity value computed on the
 LL0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0872.degrees latitude (g = 980.6199 gals.).
 LL0872
 LL0872.The modeled gravity was interpolated from observed gravity values.
 LL0872
 LL0872;                    North         East    Units  Estimated Accuracy
 LL0872;SPC CO N     -   404,760.      911,800.      MT  (+/- 180 meters Scaled)
 LL0872
 LL0872                          SUPERSEDED SURVEY CONTROL
 LL0872
 LL0872  NGVD 29 (??/??/92) 2587.356  (m)         8488.68   (f) ADJ UNCH    2 0
 LL0872
 LL0872.Superseded values are not recommended for survey control.
 LL0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0872.See file dsdata.txt to determine how the superseded data were derived.
 LL0872
 LL0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE548538(NAD 83)
 LL0872_MARKER: DB = BENCH MARK DISK
 LL0872_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LL0872_SP_SET: LARGE ROCK
 LL0872_STAMPING: B 326 1951
 LL0872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0872
 LL0872  HISTORY     - Date     Condition        Report By
 LL0872  HISTORY     - 1951     MONUMENTED       CGS
 LL0872  HISTORY     - 19990915 MARK NOT FOUND   USPSQD
 LL0872  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL0872  HISTORY     - 20031016 MARK NOT FOUND   USPSQD
 LL0872
 LL0872                          STATION DESCRIPTION
 LL0872
 LL0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0872'4.3 MI N FROM ALLENSPARK.
 LL0872'4.3 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT
 LL0872'ALLENSPARK, IN FRONT OF THE 2ND CABIN SOUTH OF A LARGE LODGE HALL
 LL0872'AND FILLING STATION, 41 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LL0872'28 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CABIN, SET IN THE TOP
 LL0872'OF A LARGE GRANITE ROCK, 0.9 MILE SOUTH OF BENCH MARK Z 325.
 LL0872
 LL0872                          STATION RECOVERY (1999)
 LL0872
 LL0872'RECOVERY NOTE BY US POWER SQUADRON 1999
 LL0872'MARK NOT FOUND.
 LL0872
 LL0872                          STATION RECOVERY (2001)
 LL0872
 LL0872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0872'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL0872
 LL0872                          STATION RECOVERY (2003)
 LL0872
 LL0872'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 LL0872'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0843 ***********************************************************************
 LL0843  DESIGNATION -  B 327
 LL0843  PID         -  LL0843
 LL0843  STATE/COUNTY-  CO/GRAND
 LL0843  USGS QUAD   -  FALL RIVER PASS (1977)
 LL0843
 LL0843                         *CURRENT SURVEY CONTROL
 LL0843  ___________________________________________________________________
 LL0843* NAD 83(1986)-  40 26 55.     (N)    105 51 39.     (W)     SCALED    
 LL0843* NAVD 88     -      3113.771  (meters)   10215.76   (feet)  ADJUSTED  
 LL0843  ___________________________________________________________________
 LL0843  GEOID HEIGHT-         -11.41  (meters)                     GEOID03
 LL0843  DYNAMIC HT  -        3110.101 (meters)   10203.72  (feet)  COMP
 LL0843  MODELED GRAV-     979,332.2   (mgal)                       NAVD 88
 LL0843
 LL0843  VERT ORDER  -  SECOND    CLASS 0
 LL0843
 LL0843.The horizontal coordinates were scaled from a topographic map and have
 LL0843.an estimated accuracy of +/- 6 seconds.
 LL0843
 LL0843.The orthometric height was determined by differential leveling
 LL0843.and adjusted by the National Geodetic Survey in June 1991..
 LL0843
 LL0843.The geoid height was determined by GEOID03.
 LL0843
 LL0843.The dynamic height is computed by dividing the NAVD 88
 LL0843.geopotential number by the normal gravity value computed on the
 LL0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0843.degrees latitude (g = 980.6199 gals.).
 LL0843
 LL0843.The modeled gravity was interpolated from observed gravity values.
 LL0843
 LL0843;                    North         East    Units  Estimated Accuracy
 LL0843;SPC CO N     -   428,690.      883,790.      MT  (+/- 180 meters Scaled)
 LL0843
 LL0843                          SUPERSEDED SURVEY CONTROL
 LL0843
 LL0843  NGVD 29 (??/??/92) 3112.178  (m)        10210.54   (f) ADJ UNCH    2 0
 LL0843
 LL0843.Superseded values are not recommended for survey control.
 LL0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0843.See file dsdata.txt to determine how the superseded data were derived.
 LL0843
 LL0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE270779(NAD 83)
 LL0843_MARKER: DB = BENCH MARK DISK
 LL0843_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LL0843_SP_SET: FLAT ROCK
 LL0843_STAMPING: B 327 1951
 LL0843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0843
 LL0843  HISTORY     - Date     Condition        Report By
 LL0843  HISTORY     - 1951     MONUMENTED       CGS
 LL0843
 LL0843                          STATION DESCRIPTION
 LL0843
 LL0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0843'21.7 MI NE FROM GRAND LAKE.
 LL0843'10.8 MILES NORTH ALONG U.S. HIGHWAY 34 FROM ITS JUNCTION WITH STATE
 LL0843'HIGHWAY 278 AT GRAND LAKE, THENCE 3.25 MILES WEST ALONG A WINDING
 LL0843'PRIVATE ROAD LEADING TO THE WATER SUPPLY AND STORAGE COMPANY DITCH,
 LL0843'THENCE 7.65 MILES NORTHEAST ALONG THE DITCH ROAD LEADING TO LONG
 LL0843'DRAW RESERVOIR, 63 FEET SOUTH OF THE WEST END OF A SPILLWAY LEADING
 LL0843'OUT OF THE DITCH, 36 FEET WEST OF THE CENTER LINE OF THE ROAD, 6
 LL0843'FEET WEST OF THE WEST EDGE OF THE DITCH, LEVEL WITH THE ROAD, SET
 LL0843'IN THE TOP OF A FLAT GRANITE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0644 ***********************************************************************
 LL0644  DESIGNATION -  B 328
 LL0644  PID         -  LL0644
 LL0644  STATE/COUNTY-  CO/BOULDER
 LL0644  USGS QUAD   -  LYONS (1978)
 LL0644
 LL0644                         *CURRENT SURVEY CONTROL
 LL0644  ___________________________________________________________________
 LL0644* NAD 83(1986)-  40 12 11.     (N)    105 19 11.     (W)     SCALED    
 LL0644* NAVD 88     -      1724.758  (meters)    5658.64   (feet)  ADJUSTED  
 LL0644  ___________________________________________________________________
 LL0644  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 LL0644  DYNAMIC HT  -        1723.099 (meters)    5653.20  (feet)  COMP
 LL0644  MODELED GRAV-     979,603.6   (mgal)                       NAVD 88
 LL0644
 LL0644  VERT ORDER  -  SECOND    CLASS 0
 LL0644
 LL0644.The horizontal coordinates were scaled from a topographic map and have
 LL0644.an estimated accuracy of +/- 6 seconds.
 LL0644
 LL0644.The orthometric height was determined by differential leveling
 LL0644.and adjusted by the National Geodetic Survey in June 1991..
 LL0644
 LL0644.The geoid height was determined by GEOID03.
 LL0644
 LL0644.The dynamic height is computed by dividing the NAVD 88
 LL0644.geopotential number by the normal gravity value computed on the
 LL0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0644.degrees latitude (g = 980.6199 gals.).
 LL0644
 LL0644.The modeled gravity was interpolated from observed gravity values.
 LL0644
 LL0644;                    North         East    Units  Estimated Accuracy
 LL0644;SPC CO N     -   401,380.      929,750.      MT  (+/- 180 meters Scaled)
 LL0644
 LL0644                          SUPERSEDED SURVEY CONTROL
 LL0644
 LL0644  NGVD 29 (??/??/92) 1723.643  (m)         5654.99   (f) ADJ UNCH    2 0
 LL0644
 LL0644.Superseded values are not recommended for survey control.
 LL0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0644.See file dsdata.txt to determine how the superseded data were derived.
 LL0644
 LL0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE727503(NAD 83)
 LL0644_MARKER: DB = BENCH MARK DISK
 LL0644_SETTING: 80 = SET IN A BOULDER
 LL0644_STAMPING: B 328 1951
 LL0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0644+STABILITY: SURFACE MOTION
 LL0644
 LL0644  HISTORY     - Date     Condition        Report By
 LL0644  HISTORY     - 1951     MONUMENTED       CGS
 LL0644  HISTORY     - 1955     MARK NOT FOUND   NGS
 LL0644
 LL0644                          STATION DESCRIPTION
 LL0644
 LL0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 LL0644'4.6 MI SW FROM LYONS.
 LL0644'4.55 MILES SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE
 LL0644'AT LYONS, ACROSS THE HIGHWAY FROM A SMALL CAMP GROUND WHICH IS
 LL0644'ON THE WEST BANK OF ST. VRAIN CREEK, 73 FEET NORTH OF THE
 LL0644'CENTER LINE OF A ROAD LEADING TO THE CAMP GROUND, 18 FEET WEST
 LL0644'OF THE CENTER LINE OF THE HIGHWAY, 4 FEET ABOVE THE LEVEL
 LL0644'OF THE HIGHWAY, SET IN THE TOP OF A LARGE GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0634 ***********************************************************************
 LL0634  DESIGNATION -  B 329
 LL0634  PID         -  LL0634
 LL0634  STATE/COUNTY-  CO/BOULDER
 LL0634  USGS QUAD   -  HYGIENE (1979)
 LL0634
 LL0634                         *CURRENT SURVEY CONTROL
 LL0634  ___________________________________________________________________
 LL0634* NAD 83(1986)-  40 12 24.     (N)    105 13 26.     (W)     SCALED    
 LL0634* NAVD 88     -      1589.600  (meters)    5215.21   (feet)  ADJUSTED  
 LL0634  ___________________________________________________________________
 LL0634  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 LL0634  DYNAMIC HT  -        1588.136 (meters)    5210.41  (feet)  COMP
 LL0634  MODELED GRAV-     979,649.2   (mgal)                       NAVD 88
 LL0634
 LL0634  VERT ORDER  -  FIRST     CLASS II
 LL0634
 LL0634.The horizontal coordinates were scaled from a topographic map and have
 LL0634.an estimated accuracy of +/- 6 seconds.
 LL0634
 LL0634.The orthometric height was determined by differential leveling
 LL0634.and adjusted by the National Geodetic Survey in June 1991..
 LL0634
 LL0634.The geoid height was determined by GEOID03.
 LL0634
 LL0634.The dynamic height is computed by dividing the NAVD 88
 LL0634.geopotential number by the normal gravity value computed on the
 LL0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0634.degrees latitude (g = 980.6199 gals.).
 LL0634
 LL0634.The modeled gravity was interpolated from observed gravity values.
 LL0634
 LL0634;                    North         East    Units  Estimated Accuracy
 LL0634;SPC CO N     -   401,800.      937,910.      MT  (+/- 180 meters Scaled)
 LL0634
 LL0634                          SUPERSEDED SURVEY CONTROL
 LL0634
 LL0634  NGVD 29 (??/??/??) 1588.674  (m)         5212.17   (f) ADJUSTED    1 2
 LL0634
 LL0634.Superseded values are not recommended for survey control.
 LL0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0634.See file dsdata.txt to determine how the superseded data were derived.
 LL0634
 LL0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE809507(NAD 83)
 LL0634_MARKER: DB = BENCH MARK DISK
 LL0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0634_STAMPING: B 329 1951
 LL0634_MARK LOGO: CGS   
 LL0634_PROJECTION: PROJECTING 5 CENTIMETERS
 LL0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0634+STABILITY: SURFACE MOTION
 LL0634
 LL0634  HISTORY     - Date     Condition        Report By
 LL0634  HISTORY     - 1951     MONUMENTED       CGS
 LL0634  HISTORY     - 1983     GOOD             NGS
 LL0634  HISTORY     - 1984     GOOD             NGS
 LL0634  HISTORY     - 19980916 MARK NOT FOUND   USPSQD
 LL0634  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL0634  HISTORY     - 20040223 MARK NOT FOUND   USPSQD
 LL0634
 LL0634                          STATION DESCRIPTION
 LL0634
 LL0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0634'2.9 MI SE FROM LYONS.
 LL0634'2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 LL0634'AT LYONS, 86 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 65
 LL0634'FEET SOUTHEAST OF A TELEPHONE POLE, 37 FEET NORTHEAST OF THE
 LL0634'NORTHEAST RAIL OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 LL0634'AT A POINT WHERE THE RAILROAD LEAVES THE HIGHWAY, 15 FEET
 LL0634'NORTHWEST OF A POWER POLE, 15 FEET NORTH OF A FENCE CORNER, 2
 LL0634'FEET WEST OF A FENCE, 3 FEET NORTHWEST OF A WITNESS POST, SET IN
 LL0634'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 LL0634'GROUND, 0.5 MILE WEST OF BENCH MARK 1 (COLO. GEOD. S.).
 LL0634
 LL0634                          STATION RECOVERY (1983)
 LL0634
 LL0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0634'NEW DESC: THE BENCH MARK IS LOCATED IN A HORSE PASTURE JUST NORTH OF
 LL0634'5608 UTE HIGHWAY AND ACROSS THE ROAD FROM SOME GREEN HOUSES. IT IS
 LL0634'64.6 M (212 FT) SOUTH FROM THE CENTER LINE OF THE HIGHWAY, 12.8 M (42
 LL0634'FT) EAST FROM A TELEPHONE POLE WITH EAST-WEST WIRES AND WIRES GOING
 LL0634'SOUTH, 11.6 M (38 FT) NORTH FROM THE CENTER OF THE RAILROAD TRACKS,
 LL0634'4.3 M (14 FT) NORTH FROM RIGHT OF WAY FENCE OF THE RAILROAD, AND 2.0
 LL0634'M (6.5 FT) NORTHWEST FROM A CAUTION SIGN FOR THE CITY OF LONGMONT
 LL0634'BURIED WATER LINE.
 LL0634
 LL0634                          STATION RECOVERY (1984)
 LL0634
 LL0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0634'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  10.5 KM (6.5
 LL0634'MI) WESTERLY ALONG STATE HIGHWAY 66 FROM ITS JUNCTION WITH U.S.
 LL0634'HIGHWAY 287 IN LONGMONT, 0.2 KM (0.1 MI) WEST OF A DRIVEWAY LEADING
 LL0634'SOUTH TO A TWO-STORY HOUSE, 64.6 METERS (211.9 FT) SOUTH OF THE
 LL0634'CENTERLINE OF THE HIGHWAY, 12.8 METERS (42.0 FT) SOUTHEAST OF A
 LL0634'UTILITY POLE, 11.3 METERS (37.1 FT) NORTHEAST OF THE NEAR RAIL OF THE
 LL0634'BURLINGTON NORTHERN RAILROAD, 4.3 METERS (14.1 FT) NORTH OF A FENCE,
 LL0634'AND 2.1 METERS (6.9 FT) NORTHWEST OF A SIGN (CITY OF LONGMONT BURIED
 LL0634'WATER LINE).
 LL0634'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 LL0634
 LL0634                          STATION RECOVERY (1998)
 LL0634
 LL0634'RECOVERY NOTE BY US POWER SQUADRON 1998
 LL0634'MARK NOT FOUND.
 LL0634
 LL0634                          STATION RECOVERY (2001)
 LL0634
 LL0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0634'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL0634
 LL0634                          STATION RECOVERY (2004)
 LL0634
 LL0634'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL0634'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0290 ***********************************************************************
 HK0290  DESIGNATION -  B 33
 HK0290  PID         -  HK0290
 HK0290  STATE/COUNTY-  CO/ALAMOSA
 HK0290  USGS QUAD   -  ALAMOSA WEST (1966)
 HK0290
 HK0290                         *CURRENT SURVEY CONTROL
 HK0290  ___________________________________________________________________
 HK0290* NAD 83(1986)-  37 24 00.     (N)    105 54 23.     (W)     SCALED    
 HK0290* NAVD 88     -      2302.994  (meters)    7555.74   (feet)  POSTED    
 HK0290  ___________________________________________________________________
 HK0290  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 HK0290  DYNAMIC HT  -        2299.960 (meters)    7545.79  (feet)  COMP
 HK0290  MODELED GRAV-     979,230.8   (mgal)                       NAVD 88
 HK0290
 HK0290  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HK0290
 HK0290.The horizontal coordinates were scaled from a topographic map and have
 HK0290.an estimated accuracy of +/- 6 seconds.
 HK0290
 HK0290.The orthometric height was determined by differential leveling
 HK0290.and adjusted by the National Geodetic Survey in 1992..
 HK0290.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HK0290.rate of 1.1 thru 2.0 mm/km.
 HK0290
 HK0290.The geoid height was determined by GEOID03.
 HK0290
 HK0290.The dynamic height is computed by dividing the NAVD 88
 HK0290.geopotential number by the normal gravity value computed on the
 HK0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0290.degrees latitude (g = 980.6199 gals.).
 HK0290
 HK0290.The modeled gravity was interpolated from observed gravity values.
 HK0290
 HK0290;                    North         East    Units  Estimated Accuracy
 HK0290;SPC CO S     -   386,270.      878,420.      MT  (+/- 180 meters Scaled)
 HK0290
 HK0290                          SUPERSEDED SURVEY CONTROL
 HK0290
 HK0290  NGVD 29 (??/??/92) 2301.786  (m)         7551.78   (f) ADJ UNCH    1 2
 HK0290
 HK0290.Superseded values are not recommended for survey control.
 HK0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0290.See file dsdata.txt to determine how the superseded data were derived.
 HK0290
 HK0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB197396(NAD 83)
 HK0290_MARKER: DB = BENCH MARK DISK
 HK0290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HK0290_SP_SET: CULVERT
 HK0290_STAMPING: B 33 1933
 HK0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0290
 HK0290  HISTORY     - Date     Condition        Report By
 HK0290  HISTORY     - 1933     MONUMENTED       CGS
 HK0290  HISTORY     - 1934     GOOD             NGS
 HK0290
 HK0290                          STATION DESCRIPTION
 HK0290
 HK0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HK0290'5.3 MI S FROM ALAMOSA.
 HK0290'5.3 MI S OF ALAMOSA ALONG THE D AND R G W RR 3 POLES NORTH OF
 HK0290'HENRY STATION SIGN AND 18 FT. SOUTH OF M P 257 OPPOSITE BRIDGE
 HK0290'257. 01 AND AT INTERSECTION OF T ROAD WITH HIGHWAY IN NORTH END
 HK0290'OF EAST HEADWALL OF 10 X 5 HIGHWAY CONCRETE CULVERT AND 55
 HK0290'FT. WEST OF THE CENTERLINE OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0291 ***********************************************************************
 HK0291  DESIGNATION -  B 33 RESET
 HK0291  PID         -  HK0291
 HK0291  STATE/COUNTY-  CO/ALAMOSA
 HK0291  USGS QUAD   -  ALAMOSA WEST (1966)
 HK0291
 HK0291                         *CURRENT SURVEY CONTROL
 HK0291  ___________________________________________________________________
 HK0291* NAD 83(1986)-  37 24 00.     (N)    105 54 23.     (W)     SCALED    
 HK0291* NAVD 88     -      2302.860  (meters)    7555.30   (feet)  ADJUSTED  
 HK0291  ___________________________________________________________________
 HK0291  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 HK0291  DYNAMIC HT  -        2299.827 (meters)    7545.35  (feet)  COMP
 HK0291  MODELED GRAV-     979,230.8   (mgal)                       NAVD 88
 HK0291
 HK0291  VERT ORDER  -  FIRST     CLASS II
 HK0291
 HK0291.The horizontal coordinates were scaled from a topographic map and have
 HK0291.an estimated accuracy of +/- 6 seconds.
 HK0291
 HK0291.The orthometric height was determined by differential leveling
 HK0291.and adjusted by the National Geodetic Survey in June 1991..
 HK0291
 HK0291.The geoid height was determined by GEOID03.
 HK0291
 HK0291.The dynamic height is computed by dividing the NAVD 88
 HK0291.geopotential number by the normal gravity value computed on the
 HK0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0291.degrees latitude (g = 980.6199 gals.).
 HK0291
 HK0291.The modeled gravity was interpolated from observed gravity values.
 HK0291
 HK0291;                    North         East    Units  Estimated Accuracy
 HK0291;SPC CO S     -   386,270.      878,420.      MT  (+/- 180 meters Scaled)
 HK0291
 HK0291                          SUPERSEDED SURVEY CONTROL
 HK0291
 HK0291  NGVD 29 (??/??/??) 2301.68   (m)         7551.4    (f) RESET       3  
 HK0291
 HK0291.Superseded values are not recommended for survey control.
 HK0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0291.See file dsdata.txt to determine how the superseded data were derived.
 HK0291
 HK0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB197396(NAD 83)
 HK0291_MARKER: DB = BENCH MARK DISK
 HK0291_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HK0291_STAMPING: B 33 RESET 1960
 HK0291_MARK LOGO: CGS   
 HK0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0291+STABILITY: SURFACE MOTION
 HK0291
 HK0291  HISTORY     - Date     Condition        Report By
 HK0291  HISTORY     - 1960     MONUMENTED       CGS
 HK0291  HISTORY     - 1984     GOOD             NGS
 HK0291
 HK0291                          STATION DESCRIPTION
 HK0291
 HK0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 HK0291'5.3 MI S FROM ALAMOSA.
 HK0291'THIS MARK IS LOCATED ABOUT 5.3 MILES SOUTH ALONG THE DENVER
 HK0291'AND RIO GRANDE WESTERN RAILROAD FROM ALAMOSA, 3 POLES NORTH
 HK0291'OF THE STATION SIGN AT HENRY, 18 FEET SOUTH OF MILEPOST 257,
 HK0291'ABOUT 43 FEET SOUTH OF AN EAST AND WEST ROAD, 47 FEET WEST
 HK0291'OF THE CENTERLINE OF THE TRACK, OPPOSITE BRIDGE 257.01, AT A
 HK0291'CONCRETE HIGHWAY CULVERT, AND AT THE TOP OF THE EAST HEADWALL.
 HK0291
 HK0291                          STATION RECOVERY (1984)
 HK0291
 HK0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0291'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  8.1 KM
 HK0291'(5.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION WITH
 HK0291'U.S. HIGHWAY 160 IN ALAMOSA, IN THE NORTHEAST END OF THE SOUTHEAST
 HK0291'CONCRETE HEADWALL OF A 4 BY 14 FOOT IRRIGATION DITCH CULVERT, 13.2 M
 HK0291'(43.3 FT) SOUTHWEST OF THE CENTER OF A CROSSROAD (RD 12S), 13.0 M
 HK0291'(42.7 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 10.5 M
 HK0291'(34.4 FT) WEST OF RAILROAD MILEPOST 257.
 HK0291'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0251 ***********************************************************************
 LL0251  DESIGNATION -  B 330
 LL0251  PID         -  LL0251
 LL0251  STATE/COUNTY-  CO/WELD
 LL0251  USGS QUAD   -  GOWANDA (1979)
 LL0251
 LL0251                         *CURRENT SURVEY CONTROL
 LL0251  ___________________________________________________________________
 LL0251* NAD 83(1986)-  40 12 15.     (N)    104 54 12.     (W)     SCALED    
 LL0251* NAVD 88     -      1459.535  (meters)    4788.49   (feet)  POSTED    
 LL0251  ___________________________________________________________________
 LL0251  GEOID HEIGHT-         -17.78  (meters)                     GEOID03
 LL0251  DYNAMIC HT  -        1458.240 (meters)    4784.24  (feet)  COMP
 LL0251  MODELED GRAV-     979,688.7   (mgal)                       NAVD 88
 LL0251
 LL0251  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0251
 LL0251.The horizontal coordinates were scaled from a topographic map and have
 LL0251.an estimated accuracy of +/- 6 seconds.
 LL0251
 LL0251.The orthometric height was determined by differential leveling
 LL0251.and adjusted by the National Geodetic Survey in 1992..
 LL0251.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0251.rate of 0.0 thru 1.0 mm/km.
 LL0251
 LL0251.The geoid height was determined by GEOID03.
 LL0251
 LL0251.The dynamic height is computed by dividing the NAVD 88
 LL0251.geopotential number by the normal gravity value computed on the
 LL0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0251.degrees latitude (g = 980.6199 gals.).
 LL0251
 LL0251.The modeled gravity was interpolated from observed gravity values.
 LL0251
 LL0251;                    North         East    Units  Estimated Accuracy
 LL0251;SPC CO N     -   401,660.      965,200.      MT  (+/- 180 meters Scaled)
 LL0251
 LL0251                          SUPERSEDED SURVEY CONTROL
 LL0251
 LL0251  NGVD 29 (??/??/92) 1458.624  (m)         4785.50   (f) ADJ UNCH    2 0
 LL0251
 LL0251.Superseded values are not recommended for survey control.
 LL0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0251.See file dsdata.txt to determine how the superseded data were derived.
 LL0251
 LL0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE082504(NAD 83)
 LL0251_MARKER: DB = BENCH MARK DISK
 LL0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0251_STAMPING: B 330 1951
 LL0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0251+STABILITY: SURFACE MOTION
 LL0251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0251+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2006
 LL0251
 LL0251  HISTORY     - Date     Condition        Report By
 LL0251  HISTORY     - 1951     MONUMENTED       CGS
 LL0251  HISTORY     - 20040808 GOOD             USPSQD
 LL0251  HISTORY     - 20050810 GOOD             USPSQD
 LL0251  HISTORY     - 20060722 GOOD             INDIV
 LL0251
 LL0251                          STATION DESCRIPTION
 LL0251
 LL0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0251'5 MI SW FROM PLATTEVILLE.
 LL0251'0.5 MILE SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 LL0251'PLATTEVILLE, THENCE 4.5 MILES WEST ALONG STATE HIGHWAY 66, 0.1 MILE
 LL0251'WEST OF THE ELEVATOR AND RAILROAD CROSSING AT GOWANDA, 300 FEET
 LL0251'EAST OF THE CENTER LINE OF A ROAD LEADING SOUTH, 50 FEET NORTH OF
 LL0251'THE CENTER LINE OF THE HIGHWAY, 19 FEET NORTHWEST OF THE CENTER OF
 LL0251'A WIRE GATE, 4 FEET SOUTHWEST OF A FENCE CORNER, 1 FOOT SOUTHEAST
 LL0251'OF A FENCE, 2 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF
 LL0251'A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 LL0251
 LL0251                          STATION RECOVERY (2004)
 LL0251
 LL0251'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL0251'NO WITNESS POST.
 LL0251
 LL0251                          STATION RECOVERY (2005)
 LL0251
 LL0251'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 LL0251'FOUND AS DESCRIBED. ORANGE WITNESS POST IS GOOD.
 LL0251
 LL0251                          STATION RECOVERY (2006)
 LL0251
 LL0251'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (CWD)
 LL0251'RAILROAD CROSSING AND ELEVATOR NO LONGER EXIST.
 LL0251'WITNESS POST IS A STANDARD WHITE METAL POST, NOT ORANGE.
 LL0251'A GRAVEL QUARRY IS NOW DIRECTLY SOUTH, ACROSS STATE HIGHWAY 66 FROM
 LL0251'THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0091 ***********************************************************************
 LL0091  DESIGNATION -  B 331
 LL0091  PID         -  LL0091
 LL0091  STATE/COUNTY-  CO/WELD
 LL0091  USGS QUAD   -  DEARFIELD (1951)
 LL0091
 LL0091                         *CURRENT SURVEY CONTROL
 LL0091  ___________________________________________________________________
 LL0091* NAD 83(1986)-  40 18 56.     (N)    104 20 25.     (W)     SCALED    
 LL0091* NAVD 88     -      1369.823  (meters)    4494.16   (feet)  POSTED    
 LL0091  ___________________________________________________________________
 LL0091  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 LL0091  DYNAMIC HT  -        1368.680 (meters)    4490.41  (feet)  COMP
 LL0091  MODELED GRAV-     979,744.0   (mgal)                       NAVD 88
 LL0091
 LL0091  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0091
 LL0091.The horizontal coordinates were scaled from a topographic map and have
 LL0091.an estimated accuracy of +/- 6 seconds.
 LL0091
 LL0091.The orthometric height was determined by differential leveling
 LL0091.and adjusted by the National Geodetic Survey in 1992..
 LL0091.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0091.rate of 0.0 thru 1.0 mm/km.
 LL0091
 LL0091.The geoid height was determined by GEOID03.
 LL0091
 LL0091.The dynamic height is computed by dividing the NAVD 88
 LL0091.geopotential number by the normal gravity value computed on the
 LL0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0091.degrees latitude (g = 980.6199 gals.).
 LL0091
 LL0091.The modeled gravity was interpolated from observed gravity values.
 LL0091
 LL0091;                    North         East    Units  Estimated Accuracy
 LL0091;SPC CO N     -   414,500.    1,012,970.      MT  (+/- 180 meters Scaled)
 LL0091
 LL0091                          SUPERSEDED SURVEY CONTROL
 LL0091
 LL0091  NGVD 29 (??/??/92) 1369.012  (m)         4491.50   (f) ADJ UNCH    2 0
 LL0091
 LL0091.Superseded values are not recommended for survey control.
 LL0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0091.See file dsdata.txt to determine how the superseded data were derived.
 LL0091
 LL0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE560629(NAD 83)
 LL0091_MARKER: DB = BENCH MARK DISK
 LL0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0091_STAMPING: B 331 1952
 LL0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0091+STABILITY: SURFACE MOTION
 LL0091
 LL0091  HISTORY     - Date     Condition        Report By
 LL0091  HISTORY     - 1952     MONUMENTED       CGS
 LL0091  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0091
 LL0091                          STATION DESCRIPTION
 LL0091
 LL0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0091'5.2 MI E FROM HARDIN.
 LL0091'5.2 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LL0091'AT HARDIN, AT CANTON SIDING, 67 FEET NORTHWEST OF SIGNAL LIGHT
 LL0091'1299, 114.6 FEET NORTHWEST OF A SWITCH, 1 1/4 POLES EAST OF
 LL0091'MILEPOST 130.50 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK,
 LL0091'12.6 FEET WEST OF A FENCE LEADING NORTH, 3 FEET NORTH OF AN EAST
 LL0091'AND WEST FENCE, 2.6 FEET SOUTH OF A WITNESS POST, SET IN THE
 LL0091'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 LL0091
 LL0091                          STATION RECOVERY (1984)
 LL0091
 LL0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0091'THERE HAS BEEN RAILROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE7674 ***********************************************************************
 AE7674  DESIGNATION -  B 332 RESET
 AE7674  PID         -  AE7674
 AE7674  STATE/COUNTY-  CO/CHEYENNE
 AE7674  USGS QUAD   -  ARAPAHOE SE (1969)
 AE7674
 AE7674                         *CURRENT SURVEY CONTROL
 AE7674  ___________________________________________________________________
 AE7674* NAD 83(1986)-  38 51 00.     (N)    102 05 52.     (W)     SCALED    
 AE7674* NAVD 88     -      1197.57   (meters)    3929.0    (feet)  RESET     
 AE7674  ___________________________________________________________________
 AE7674  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 AE7674
 AE7674  VERT ORDER  -  THIRD
 AE7674
 AE7674.The horizontal coordinates were scaled from a topographic map and have
 AE7674.an estimated accuracy of +/- 6 seconds.
 AE7674
 AE7674.The orthometric height was computed from unverified reset data.
 AE7674
 AE7674.The geoid height was determined by GEOID03.
 AE7674
 AE7674;                    North         East    Units  Estimated Accuracy
 AE7674;SPC CO C     -   423,190.    1,209,660.      MT  (+/- 180 meters Scaled)
 AE7674
 AE7674                          SUPERSEDED SURVEY CONTROL
 AE7674
 AE7674.No superseded survey control is available for this station.
 AE7674
 AE7674_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD518041(NAD 83)
 AE7674_MARKER: DV = VERTICAL CONTROL DISK
 AE7674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7674_STAMPING: B 332 RESET 1997
 AE7674_MARK LOGO: NGS   
 AE7674_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE7674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7674+STABILITY: SURFACE MOTION
 AE7674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7674+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE7674
 AE7674  HISTORY     - Date     Condition        Report By
 AE7674  HISTORY     - 1997     MONUMENTED       NGS
 AE7674
 AE7674                          STATION DESCRIPTION
 AE7674
 AE7674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AE7674'4.5 MI (7.2 KM) EAST ALONG THE UNION PACIFIC RAILROAD TRACKS FROM THE
 AE7674'HARMACK GRAIN COMPANY ELEVATOR AT ARAPAHOE, AT RAILROAD MILEPOST 449,
 AE7674'AT U.  S.  HIGHWAY MILEPOST 484.1, IT IS 16.0 M (52.5 FT) SOUTH FROM
 AE7674'THE CENTER LINE OF U.  S.  HIGHWAY 40, 0.55 M (1.80 FT) WEST-SOUTHWEST
 AE7674'FROM A WITNESS POST, 0.5 M (1.6 FT) EAST-SOUTHEAST FROM A WITNESS
 AE7674'POST, 0.4 M (1.3 FT) NORTH FROM A RIGHT-OF-WAY FENCE AND ABOUT 30 CM
 AE7674'BELOW THE HIGHWAY.  SET INTO THE TOP OF A ROUND 30 CM CONCRETE POST
 AE7674'WITH A MAGNET IN THE MONUMENT AND ABOUT 72 M (236.2 FT) SOUTH OF THE
 AE7674'OLD BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1193 ***********************************************************************
 KK1193  DESIGNATION -  B 336
 KK1193  PID         -  KK1193
 KK1193  STATE/COUNTY-  CO/GILPIN
 KK1193  USGS QUAD   -  NEDERLAND (1972)
 KK1193
 KK1193                         *CURRENT SURVEY CONTROL
 KK1193  ___________________________________________________________________
 KK1193* NAD 83(1986)-  39 54 43.     (N)    105 36 22.     (W)     SCALED    
 KK1193* NAVD 88     -      2971.523  (meters)    9749.07   (feet)  ADJUSTED  
 KK1193  ___________________________________________________________________
 KK1193  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 KK1193  DYNAMIC HT  -        2968.009 (meters)    9737.54  (feet)  COMP
 KK1193  MODELED GRAV-     979,334.0   (mgal)                       NAVD 88
 KK1193
 KK1193  VERT ORDER  -  SECOND    CLASS 0
 KK1193
 KK1193.The horizontal coordinates were scaled from a topographic map and have
 KK1193.an estimated accuracy of +/- 6 seconds.
 KK1193
 KK1193.The orthometric height was determined by differential leveling
 KK1193.and adjusted by the National Geodetic Survey in June 1991..
 KK1193
 KK1193.The geoid height was determined by GEOID03.
 KK1193
 KK1193.The dynamic height is computed by dividing the NAVD 88
 KK1193.geopotential number by the normal gravity value computed on the
 KK1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1193.degrees latitude (g = 980.6199 gals.).
 KK1193
 KK1193.The modeled gravity was interpolated from observed gravity values.
 KK1193
 KK1193;                    North         East    Units  Estimated Accuracy
 KK1193;SPC CO N     -   369,050.      905,330.      MT  (+/- 180 meters Scaled)
 KK1193
 KK1193                          SUPERSEDED SURVEY CONTROL
 KK1193
 KK1193  NGVD 29 (??/??/92) 2970.019  (m)         9744.14   (f) ADJ UNCH    2 0
 KK1193
 KK1193.Superseded values are not recommended for survey control.
 KK1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1193.See file dsdata.txt to determine how the superseded data were derived.
 KK1193
 KK1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE481181(NAD 83)
 KK1193_MARKER: DB = BENCH MARK DISK
 KK1193_SETTING: 80 = SET IN A BOULDER
 KK1193_STAMPING: B 336 1952
 KK1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1193+STABILITY: SURFACE MOTION
 KK1193
 KK1193  HISTORY     - Date     Condition        Report By
 KK1193  HISTORY     - 1952     MONUMENTED       CGS
 KK1193  HISTORY     - 1972     MARK NOT FOUND   USGS
 KK1193  HISTORY     - 20011005 MARK NOT FOUND   USPSQD
 KK1193
 KK1193                          STATION DESCRIPTION
 KK1193
 KK1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK1193'1.7 MI NW FROM TOLLAND.
 KK1193'1.3 MILES NORTHWEST ALONG AN ABANDONED LOGGING TRAIL FROM THE
 KK1193'DENVER AND SALT LAKE RAILROAD STATION AT TOLLAND, THENCE 0.4
 KK1193'MILE NORTHEAST ALONG A TRACK ROAD, 32 FEET NORTHWEST OF THE
 KK1193'CENTER LINE OF THE TRACK ROAD, 10 FEET NORTHWEST OF A GROUP OF 4
 KK1193'SMALL PINE TREES, 5 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE
 KK1193'TOP OF THE CENTER OF A 2X3 FOOT GRANITE BOULDER.
 KK1193
 KK1193                          STATION RECOVERY (1972)
 KK1193
 KK1193'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KK1193'MARK NOT FOUND.
 KK1193
 KK1193                          STATION RECOVERY (2001)
 KK1193
 KK1193'RECOVERY NOTE BY US POWER SQUADRON 2001 (WAF)
 KK1193'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0298 ***********************************************************************
 KK0298  DESIGNATION -  B 337
 KK0298  PID         -  KK0298
 KK0298  STATE/COUNTY-  CO/DOUGLAS
 KK0298  USGS QUAD   -  CASTLE ROCK NORTH (1994)
 KK0298
 KK0298                         *CURRENT SURVEY CONTROL
 KK0298  ___________________________________________________________________
 KK0298* NAD 83(1992)-  39 23 28.62949(N)    104 45 09.82778(W)     ADJUSTED  
 KK0298* NAVD 88     -      1876.459  (meters)    6156.35   (feet)  POSTED    
 KK0298  ___________________________________________________________________
 KK0298  X           -  -1,257,276.579 (meters)                     COMP
 KK0298  Y           -  -4,774,546.988 (meters)                     COMP
 KK0298  Z           -   4,027,162.765 (meters)                     COMP
 KK0298  LAPLACE CORR-          -4.99  (seconds)                    DEFLEC99
 KK0298  ELLIP HEIGHT-        1859.29  (meters)          (12/03/02) GPS OBS
 KK0298  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 KK0298  DYNAMIC HT  -        1874.520 (meters)    6149.99  (feet)  COMP
 KK0298  MODELED GRAV-     979,528.0   (mgal)                       NAVD 88
 KK0298
 KK0298  HORZ ORDER  -  FIRST
 KK0298  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0298  ELLP ORDER  -  FOURTH    CLASS II
 KK0298
 KK0298.The horizontal coordinates were established by GPS observations
 KK0298.and adjusted by the National Geodetic Survey in December 1994..
 KK0298
 KK0298.The orthometric height was determined by differential leveling
 KK0298.and adjusted by the National Geodetic Survey in 1992..
 KK0298.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0298.rate of 1.1 thru 2.0 mm/km.
 KK0298
 KK0298.Photographs are available for this station.
 KK0298
 KK0298.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK0298
 KK0298.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK0298
 KK0298.The ellipsoidal height was determined by GPS observations
 KK0298.and is referenced to NAD 83.
 KK0298
 KK0298.The geoid height was determined by GEOID03.
 KK0298
 KK0298.The dynamic height is computed by dividing the NAVD 88
 KK0298.geopotential number by the normal gravity value computed on the
 KK0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0298.degrees latitude (g = 980.6199 gals.).
 KK0298
 KK0298.The modeled gravity was interpolated from observed gravity values.
 KK0298
 KK0298;                    North         East     Units Scale Factor Converg.
 KK0298;SPC CO C     -   478,011.173   978,773.070   MT  0.99994871   +0 28 16.7
 KK0298;SPC CO C     - 1,568,274.99  3,211,191.31   sFT  0.99994871   +0 28 16.7
 KK0298;UTM  13      - 4,360,228.628   521,293.131   MT  0.99960558   +0 09 24.9
 KK0298
 KK0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK0298!SPC CO C     -   0.99970838  x   0.99994871  =   0.99965711
 KK0298!UTM  13      -   0.99970838  x   0.99960558  =   0.99931408
 KK0298
 KK0298                          SUPERSEDED SURVEY CONTROL
 KK0298
 KK0298  ELLIP H (12/14/94) 1859.33   (m)                       GP(       ) 3 1
 KK0298  NAVD 88 (08/19/02) 1876.46   (m)         6156.4    (f) LEVELING    3  
 KK0298  NGVD 29 (??/??/92) 1875.447  (m)         6153.03   (f) ADJ UNCH    2 0
 KK0298
 KK0298.Superseded values are not recommended for survey control.
 KK0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0298.See file dsdata.txt to determine how the superseded data were derived.
 KK0298
 KK0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED2129360229(NAD 83)
 KK0298_MARKER: DB = BENCH MARK DISK
 KK0298_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KK0298_SP_SET: SET IN CULVERT HEADWALL
 KK0298_STAMPING: B 337 1952
 KK0298_MARK LOGO: CGS   
 KK0298_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0298+STABILITY: SURFACE MOTION
 KK0298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0298+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2002
 KK0298
 KK0298  HISTORY     - Date     Condition        Report By
 KK0298  HISTORY     - 1952     MONUMENTED       CGS
 KK0298  HISTORY     - 1965     GOOD             USGS
 KK0298  HISTORY     - 19930930 GOOD             MSAM
 KK0298  HISTORY     - 20020404 GOOD             MSAM
 KK0298  HISTORY     - 20040203 MARK NOT FOUND   GEOCAC
 KK0298
 KK0298                          STATION DESCRIPTION
 KK0298
 KK0298'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 KK0298'7 MI E FROM CASTLE ROCK.
 KK0298'FROM THE COUNTY COURT HOUSE IN CASTLE ROCK 0.1 MILES NORTH ALONG
 KK0298'U.S. HIGHWAYS 85-87, THENCE 7.0 MILES EAST ALONG STATE HIGHWAY 86,
 KK0298'AT FRANKTOWN, 68 FEET NORTHEAST OF THE CENTERLINE OF THE INTERSECTION
 KK0298'OF STATE HIGHWAYS 86 AND 83.  A STANDARD CAP SET IN THE TOP OF THE
 KK0298'NORTHWEST END OF THE NORTHEAST HEADWALL OF A 24 INCH PIPE CULVERT.
 KK0298
 KK0298                          STATION RECOVERY (1993)
 KK0298
 KK0298'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1993 (KCH)
 KK0298'THE STATION IS LOCATED IN FRANKTOWN, COLO., IN SECTION 35, TOWNSHIP 7
 KK0298'SOUTH, RANGE 66 WEST OF THE 6TH P.M. OWNERSHIP-- COLORADO DEPARTMENT
 KK0298'OF TRANSPORTATION. THE STATION IS LOCATED AT THE NORTHEAST CORNER OF
 KK0298'THE INTERSECTION OF STATE HIGHWAY 83 (PARKER ROAD) AND STATE HIGHWAY
 KK0298'86 IN FRANKTOWN, COLO. THE STATION IS A BRASS DISK SET IN THE TOP
 KK0298'NORTHWEST END OF A HEADWALL FOR A CULVERT AT THE NORTHEAST CORNER OF
 KK0298'THE INTERSECTION, IT IS 15.2 FEET (4.6 M) SOUTHEAST OF A BRASS SHINNER
 KK0298'22568 SET ON A SIGN POST, 31.9 FEET (9.7 M) NORTHEAST OF A BRASS
 KK0298'SHINNER 22568 SET ON A SIGN POST IN THE NORTHEAST ISLAND MEDIAN, AND
 KK0298'57.6 FEET (17.6 M) NORTHWEST OF A CHISLED CROSS AT THE EAST END OF THE
 KK0298'NORTHEAST ISLAND MEDIAN.
 KK0298
 KK0298                          STATION RECOVERY (2002)
 KK0298
 KK0298'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2002 (KCH)
 KK0298'RECOVERY NOTE BY MSAM 04-04-2002 (KCH)
 KK0298'RECOVERED AS DESCRIBED.
 KK0298'
 KK0298
 KK0298                          STATION RECOVERY (2004)
 KK0298
 KK0298'RECOVERY NOTE BY GEOCACHING 2004 (ARH)
 KK0298'INTERSECTION HAS UNDERGONE RECENT CONSTRUCTION.  HEADWALL REMOVED AND
 KK0298'RECONFIGURED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0352 ***********************************************************************
 JK0352  DESIGNATION -  B 338
 JK0352  PID         -  JK0352
 JK0352  STATE/COUNTY-  CO/TELLER
 JK0352  USGS QUAD   -  BIG BULL MOUNTAIN (1994)
 JK0352
 JK0352                         *CURRENT SURVEY CONTROL
 JK0352  ___________________________________________________________________
 JK0352* NAD 83(1986)-  38 42 03.     (N)    105 07 27.     (W)     SCALED    
 JK0352* NAVD 88     -      2959.121  (meters)    9708.38   (feet)  ADJUSTED  
 JK0352  ___________________________________________________________________
 JK0352  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 JK0352  DYNAMIC HT  -        2955.378 (meters)    9696.10  (feet)  COMP
 JK0352  MODELED GRAV-     979,253.9   (mgal)                       NAVD 88
 JK0352
 JK0352  VERT ORDER  -  SECOND    CLASS 0
 JK0352
 JK0352.The horizontal coordinates were scaled from a topographic map and have
 JK0352.an estimated accuracy of +/- 6 seconds.
 JK0352
 JK0352.The orthometric height was determined by differential leveling
 JK0352.and adjusted by the National Geodetic Survey in June 1991..
 JK0352
 JK0352.The geoid height was determined by GEOID03.
 JK0352
 JK0352.The dynamic height is computed by dividing the NAVD 88
 JK0352.geopotential number by the normal gravity value computed on the
 JK0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0352.degrees latitude (g = 980.6199 gals.).
 JK0352
 JK0352.The modeled gravity was interpolated from observed gravity values.
 JK0352
 JK0352;                    North         East    Units  Estimated Accuracy
 JK0352;SPC CO C     -   401,170.      947,090.      MT  (+/- 180 meters Scaled)
 JK0352
 JK0352                          SUPERSEDED SURVEY CONTROL
 JK0352
 JK0352  NGVD 29 (??/??/92) 2957.732  (m)         9703.83   (f) ADJ UNCH    2 0
 JK0352
 JK0352.Superseded values are not recommended for survey control.
 JK0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0352.See file dsdata.txt to determine how the superseded data were derived.
 JK0352
 JK0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC892835(NAD 83)
 JK0352_MARKER: DB = BENCH MARK DISK
 JK0352_SETTING: 66 = SET IN ROCK OUTCROP
 JK0352_SP_SET: GRANITE OUTCROP
 JK0352_STAMPING: B 338 1952
 JK0352_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0352+STABILITY: POSITION/ELEVATION WELL
 JK0352
 JK0352  HISTORY     - Date     Condition        Report By
 JK0352  HISTORY     - 1952     MONUMENTED       CGS
 JK0352
 JK0352                          STATION DESCRIPTION
 JK0352
 JK0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JK0352'1.3 MI S FROM VICTOR.
 JK0352'1.3 MILE SOUTH ALONG STATE HIGHWAY 67 FROM THE GRADE SCHOOL AT
 JK0352'VICTOR, 0.1 MILE WEST OF A CURVE IN THE HIGHWAY, 175 FEET SOUTHEAST
 JK0352'OF A POWER POLE, 16 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 JK0352'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH
 JK0352'SIDE OF A 100 FOOT GRANITE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0222 ***********************************************************************
 KL0222  DESIGNATION -  B 339
 KL0222  PID         -  KL0222
 KL0222  STATE/COUNTY-  CO/LAKE
 KL0222  USGS QUAD   -  GRANITE (1982)
 KL0222
 KL0222                         *CURRENT SURVEY CONTROL
 KL0222  ___________________________________________________________________
 KL0222* NAD 83(1986)-  39 03 58.     (N)    106 16 22.     (W)     SCALED    
 KL0222* NAVD 88     -      2746.927  (meters)    9012.21   (feet)  ADJUSTED  
 KL0222  ___________________________________________________________________
 KL0222  GEOID HEIGHT-         -13.31  (meters)                     GEOID03
 KL0222  DYNAMIC HT  -        2743.337 (meters)    9000.43  (feet)  COMP
 KL0222  MODELED GRAV-     979,222.0   (mgal)                       NAVD 88
 KL0222
 KL0222  VERT ORDER  -  FIRST     CLASS II
 KL0222
 KL0222.The horizontal coordinates were scaled from a topographic map and have
 KL0222.an estimated accuracy of +/- 6 seconds.
 KL0222
 KL0222.The orthometric height was determined by differential leveling
 KL0222.and adjusted by the National Geodetic Survey in June 1991..
 KL0222
 KL0222.The geoid height was determined by GEOID03.
 KL0222
 KL0222.The dynamic height is computed by dividing the NAVD 88
 KL0222.geopotential number by the normal gravity value computed on the
 KL0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0222.degrees latitude (g = 980.6199 gals.).
 KL0222
 KL0222.The modeled gravity was interpolated from observed gravity values.
 KL0222
 KL0222;                    North         East    Units  Estimated Accuracy
 KL0222;SPC CO C     -   441,930.      847,530.      MT  (+/- 180 meters Scaled)
 KL0222
 KL0222                          SUPERSEDED SURVEY CONTROL
 KL0222
 KL0222  NGVD 29 (??/??/92) 2745.225  (m)         9006.63   (f) ADJ UNCH    1 2
 KL0222
 KL0222.Superseded values are not recommended for survey control.
 KL0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0222.See file dsdata.txt to determine how the superseded data were derived.
 KL0222
 KL0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD898248(NAD 83)
 KL0222_MARKER: DB = BENCH MARK DISK
 KL0222_SETTING: 66 = SET IN ROCK OUTCROP
 KL0222_SP_SET: OUTCROP
 KL0222_STAMPING: B 339 1953
 KL0222_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0222+STABILITY: POSITION/ELEVATION WELL
 KL0222
 KL0222  HISTORY     - Date     Condition        Report By
 KL0222  HISTORY     - 1953     MONUMENTED       CGS
 KL0222
 KL0222                          STATION DESCRIPTION
 KL0222
 KL0222'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KL0222'1.75 MI NW FROM YALE.
 KL0222'1.75 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KL0222'FROM THE STATION AT YALE, 1 1/2 POLES NORTHWEST OF MILEPOST 259, 70.5
 KL0222'FEET NORTHEAST OF THE NORTHEAST RAIL, 53 FEET NORTHEAST OF THE
 KL0222'NORTHEAST END OF A 30 INCH PIPE CULVERT UNDER THE RAILROAD, 32 FEET
 KL0222'NORTHEAST OF A FENCE, 9.2 FEET NORTH OF A TELEPHONE POLE, 8 FEET ABOVE
 KL0222'THE TOP OF THE RAILS, 1.6 FEET ABOVE THE GROUND, SET IN THE TOP OF A
 KL0222'GRANITE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0381 ***********************************************************************
 HK0381  DESIGNATION -  B 34
 HK0381  PID         -  HK0381
 HK0381  STATE/COUNTY-  CO/SAGUACHE
 HK0381  USGS QUAD   -  MOFFAT SOUTH (1968)
 HK0381
 HK0381                         *CURRENT SURVEY CONTROL
 HK0381  ___________________________________________________________________
 HK0381* NAD 83(1986)-  37 56 56.     (N)    105 54 09.     (W)     SCALED    
 HK0381* NAVD 88     -      2301.618  (meters)    7551.23   (feet)  ADJUSTED  
 HK0381  ___________________________________________________________________
 HK0381  GEOID HEIGHT-         -15.83  (meters)                     GEOID03
 HK0381  DYNAMIC HT  -        2298.724 (meters)    7541.73  (feet)  COMP
 HK0381  MODELED GRAV-     979,289.2   (mgal)                       NAVD 88
 HK0381
 HK0381  VERT ORDER  -  FIRST     CLASS II
 HK0381
 HK0381.The horizontal coordinates were scaled from a topographic map and have
 HK0381.an estimated accuracy of +/- 6 seconds.
 HK0381
 HK0381.The orthometric height was determined by differential leveling
 HK0381.and adjusted by the National Geodetic Survey in June 1991..
 HK0381
 HK0381.The geoid height was determined by GEOID03.
 HK0381
 HK0381.The dynamic height is computed by dividing the NAVD 88
 HK0381.geopotential number by the normal gravity value computed on the
 HK0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0381.degrees latitude (g = 980.6199 gals.).
 HK0381
 HK0381.The modeled gravity was interpolated from observed gravity values.
 HK0381
 HK0381;                    North         East    Units  Estimated Accuracy
 HK0381;SPC CO S     -   447,180.      879,030.      MT  (+/- 180 meters Scaled)
 HK0381
 HK0381                          SUPERSEDED SURVEY CONTROL
 HK0381
 HK0381  NGVD 29 (??/??/92) 2300.544  (m)         7547.70   (f) ADJ UNCH    1 2
 HK0381
 HK0381.Superseded values are not recommended for survey control.
 HK0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0381.See file dsdata.txt to determine how the superseded data were derived.
 HK0381
 HK0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC207005(NAD 83)
 HK0381_MARKER: DB = BENCH MARK DISK
 HK0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0381_STAMPING: B 34 1933 7547.701
 HK0381_MARK LOGO: CGS   
 HK0381_PROJECTION: PROJECTING 15 CENTIMETERS
 HK0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0381+STABILITY: SURFACE MOTION
 HK0381
 HK0381  HISTORY     - Date     Condition        Report By
 HK0381  HISTORY     - 1933     MONUMENTED       CGS
 HK0381  HISTORY     - 1967     GOOD             USGS
 HK0381  HISTORY     - 1984     GOOD             NGS
 HK0381
 HK0381                          STATION DESCRIPTION
 HK0381
 HK0381'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 HK0381'3.5 MI S FROM MOFFAT.
 HK0381'THIS BENCH MARK MAY BE REACHED BY GOING SOUTH ALONG STATE HIGHWAY
 HK0381'17 FROM MOFFAT, IN SAGUACHE COUNTY, 3.5 MILES.  155 FEET EAST OF
 HK0381'THE CENTER LINE OF THE HIGHWAY AND 75 FEET NORTH OF THE CENTER
 HK0381'LINE OF A T-RD. EAST, A CONCRETE POST AND STANDARD DISK STAMPED
 HK0381'B 34, 1933, 7547.701.
 HK0381
 HK0381                          STATION RECOVERY (1984)
 HK0381
 HK0381'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0381'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  5.6 KM (3.5
 HK0381'MI) SOUTHERLY ALONG STATE HIGHWAY 17 FROM THE POST OFFICE IN MOFFAT,
 HK0381'43.0 M (141.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 41.5 M (136.2
 HK0381'FT) EAST OF MILEPOST 102, 22.9 M (75.1 FT) NORTH OF THE CENTER OF A
 HK0381'DIRT ROAD LEADING EAST, AND 15.3 M (50.2 FT) WEST OF THE CENTER OF AN
 HK0381'OLD RAILROAD GRADE.
 HK0381'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 HK0381'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0011 ***********************************************************************
 JL0011  DESIGNATION -  B 340
 JL0011  PID         -  JL0011
 JL0011  STATE/COUNTY-  CO/CHAFFEE
 JL0011  USGS QUAD   -  NATHROP (1983)
 JL0011
 JL0011                         *CURRENT SURVEY CONTROL
 JL0011  ___________________________________________________________________
 JL0011* NAD 83(1986)-  38 39 33.     (N)    106 02 51.     (W)     SCALED    
 JL0011* NAVD 88     -      2257.167  (meters)    7405.39   (feet)  ADJUSTED  
 JL0011  ___________________________________________________________________
 JL0011  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 JL0011  DYNAMIC HT  -        2254.416 (meters)    7396.36  (feet)  COMP
 JL0011  MODELED GRAV-     979,329.0   (mgal)                       NAVD 88
 JL0011
 JL0011  VERT ORDER  -  FIRST     CLASS II
 JL0011
 JL0011.The horizontal coordinates were scaled from a topographic map and have
 JL0011.an estimated accuracy of +/- 6 seconds.
 JL0011
 JL0011.The orthometric height was determined by differential leveling
 JL0011.and adjusted by the National Geodetic Survey in June 1991..
 JL0011
 JL0011.The geoid height was determined by GEOID03.
 JL0011
 JL0011.The dynamic height is computed by dividing the NAVD 88
 JL0011.geopotential number by the normal gravity value computed on the
 JL0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0011.degrees latitude (g = 980.6199 gals.).
 JL0011
 JL0011.The modeled gravity was interpolated from observed gravity values.
 JL0011
 JL0011;                    North         East    Units  Estimated Accuracy
 JL0011;SPC CO C     -   396,620.      866,750.      MT  (+/- 180 meters Scaled)
 JL0011
 JL0011                          SUPERSEDED SURVEY CONTROL
 JL0011
 JL0011  NGVD 29 (??/??/92) 2255.710  (m)         7400.61   (f) ADJ UNCH    1 2
 JL0011
 JL0011.Superseded values are not recommended for survey control.
 JL0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0011.See file dsdata.txt to determine how the superseded data were derived.
 JL0011
 JL0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC088794(NAD 83)
 JL0011_MARKER: DB = BENCH MARK DISK
 JL0011_SETTING: 66 = SET IN ROCK OUTCROP
 JL0011_SP_SET: ROCK OUTCROP
 JL0011_STAMPING: B 340 1953
 JL0011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0011+STABILITY: POSITION/ELEVATION WELL
 JL0011
 JL0011  HISTORY     - Date     Condition        Report By
 JL0011  HISTORY     - 1953     MONUMENTED       CGS
 JL0011
 JL0011                          STATION DESCRIPTION
 JL0011
 JL0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JL0011'10.9 MI NW FROM SALIDA.
 JL0011'10.9 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0011'FROM THE STATION AT SALIDA, 3.85 MILES NORTHWEST OF THE SECTION HOUSE
 JL0011'AT BROWN CANYON SIDING, AT MILEPOST 226, 51 FEET NORTHWEST OF A
 JL0011'TELEPHONE POLE, 11.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 6.5 FEET
 JL0011'SOUTHWEST OF MILEPOST 226, 2.6 FEET ABOVE THE GROUND, SET IN THE TOP
 JL0011'OF A 3X3 FOOT GRANITE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0575 ***********************************************************************
 JK0575  DESIGNATION -  B 341
 JK0575  PID         -  JK0575
 JK0575  STATE/COUNTY-  CO/FREMONT
 JK0575  USGS QUAD   -  ECHO (1980)
 JK0575
 JK0575                         *CURRENT SURVEY CONTROL
 JK0575  ___________________________________________________________________
 JK0575* NAD 83(1986)-  38 23 46.     (N)    105 37 14.     (W)     SCALED    
 JK0575* NAVD 88     -      1914.138  (meters)    6279.97   (feet)  ADJUSTED  
 JK0575  ___________________________________________________________________
 JK0575  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 JK0575  DYNAMIC HT  -        1911.920 (meters)    6272.69  (feet)  COMP
 JK0575  MODELED GRAV-     979,402.4   (mgal)                       NAVD 88
 JK0575
 JK0575  VERT ORDER  -  FIRST     CLASS II
 JK0575
 JK0575.The horizontal coordinates were scaled from a topographic map and have
 JK0575.an estimated accuracy of +/- 6 seconds.
 JK0575
 JK0575.The orthometric height was determined by differential leveling
 JK0575.and adjusted by the National Geodetic Survey in June 1991..
 JK0575
 JK0575.The geoid height was determined by GEOID03.
 JK0575
 JK0575.The dynamic height is computed by dividing the NAVD 88
 JK0575.geopotential number by the normal gravity value computed on the
 JK0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0575.degrees latitude (g = 980.6199 gals.).
 JK0575
 JK0575.The modeled gravity was interpolated from observed gravity values.
 JK0575
 JK0575;                    North         East    Units  Estimated Accuracy
 JK0575;SPC CO C     -   367,280.      903,870.      MT  (+/- 180 meters Scaled)
 JK0575
 JK0575                          SUPERSEDED SURVEY CONTROL
 JK0575
 JK0575  NGVD 29 (??/??/92) 1912.893  (m)         6275.88   (f) ADJ UNCH    1 2
 JK0575
 JK0575.Superseded values are not recommended for survey control.
 JK0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0575.See file dsdata.txt to determine how the superseded data were derived.
 JK0575
 JK0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC458499(NAD 83)
 JK0575_MARKER: DB = BENCH MARK DISK
 JK0575_SETTING: 80 = SET IN A BOULDER
 JK0575_SP_SET: BOULDER
 JK0575_STAMPING: B 341 1953
 JK0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0575+STABILITY: SURFACE MOTION
 JK0575
 JK0575  HISTORY     - Date     Condition        Report By
 JK0575  HISTORY     - 1953     MONUMENTED       CGS
 JK0575  HISTORY     - 1979     GOOD             USGS
 JK0575
 JK0575                          STATION DESCRIPTION
 JK0575
 JK0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0575'3 MI SW FROM TEXAS CREEK.
 JK0575'3.0 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0575'RAILROAD FROM THE STATION AT TEXAS CREEK, 0.1 MILE SOUTHWEST OF
 JK0575'MILEPOST 187, 109 FEET NORTHWEST OF THE NORTHWEST RAIL, 74 FEET
 JK0575'WEST OF A TELEPHONE POLE, 16.7 FEET SOUTHEAST OF A FENCE, 8 FEET ABOVE
 JK0575'THE TOP OF THE RAILS, 3.5 FEET ABOVE THE GROUND, SET IN THE TOP OF AN
 JK0575'8X20 FOOT GRANITE BOULDER.  0.9 MILE NORTHEAST OF BENCH MARK H 6.
 JK0575
 JK0575                          STATION RECOVERY (1979)
 JK0575
 JK0575'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JK0575'3.0 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0575'FROM TEXAS CREEK, 0.1 MILE SOUTHWEST OF MILEPOST 187, 109 FEET
 JK0575'NORTHWEST OF THE NORTHWEST RAIL, 74 FEET WEST OF A TELEPHONE POLE,
 JK0575'16.7 FEET SOUTHEAST OF A FENCE, 8 FEET ABOVE THE TOP OF THE RAILS,
 JK0575'3.5 FEET ABOVE THE GROUND, SET IN THE TOP OF AN 8 X 20 FOOT GRANITE
 JK0575'BOULDER, 0.9 MILES NORTHEAST OF BENCH MARK H 6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0481 ***********************************************************************
 JK0481  DESIGNATION -  B 342
 JK0481  PID         -  JK0481
 JK0481  STATE/COUNTY-  CO/FREMONT
 JK0481  USGS QUAD   -  FLORENCE (1975)
 JK0481
 JK0481                         *CURRENT SURVEY CONTROL
 JK0481  ___________________________________________________________________
 JK0481* NAD 83(1986)-  38 23 09.     (N)    105 04 18.     (W)     SCALED    
 JK0481* NAVD 88     -      1559.163  (meters)    5115.35   (feet)  ADJUSTED  
 JK0481  ___________________________________________________________________
 JK0481  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 JK0481  DYNAMIC HT  -        1557.486 (meters)    5109.85  (feet)  COMP
 JK0481  MODELED GRAV-     979,499.2   (mgal)                       NAVD 88
 JK0481
 JK0481  VERT ORDER  -  FIRST     CLASS II
 JK0481
 JK0481.The horizontal coordinates were scaled from a topographic map and have
 JK0481.an estimated accuracy of +/- 6 seconds.
 JK0481
 JK0481.The orthometric height was determined by differential leveling
 JK0481.and adjusted by the National Geodetic Survey in June 1991..
 JK0481
 JK0481.The geoid height was determined by GEOID03.
 JK0481
 JK0481.The dynamic height is computed by dividing the NAVD 88
 JK0481.geopotential number by the normal gravity value computed on the
 JK0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0481.degrees latitude (g = 980.6199 gals.).
 JK0481
 JK0481.The modeled gravity was interpolated from observed gravity values.
 JK0481
 JK0481;                    North         East    Units  Estimated Accuracy
 JK0481;SPC CO C     -   366,220.      951,830.      MT  (+/- 180 meters Scaled)
 JK0481
 JK0481                          SUPERSEDED SURVEY CONTROL
 JK0481
 JK0481  NGVD 29 (??/??/92) 1558.199  (m)         5112.19   (f) ADJ UNCH    1 2
 JK0481
 JK0481.Superseded values are not recommended for survey control.
 JK0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0481.See file dsdata.txt to determine how the superseded data were derived.
 JK0481
 JK0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC937486(NAD 83)
 JK0481_MARKER: DB = BENCH MARK DISK
 JK0481_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JK0481_SP_SET: RETAINING WALL
 JK0481_STAMPING: B 342 1953
 JK0481_MARK LOGO: CGS   
 JK0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0481+STABILITY: SURFACE MOTION
 JK0481
 JK0481  HISTORY     - Date     Condition        Report By
 JK0481  HISTORY     - 1953     MONUMENTED       CGS
 JK0481  HISTORY     - 1984     GOOD             NGS
 JK0481
 JK0481                          STATION DESCRIPTION
 JK0481
 JK0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0481'2.6 MI E FROM FLORENCE.
 JK0481'2.6 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0481'FROM THE STATION AT FLORENCE, 58 FEET NORTHEAST OF THE NORTHEAST
 JK0481'SIDE OF THE OVERPASS OF STATE HIGHWAY 120, 5.8 FEET NORTHWEST OF
 JK0481'THE NORTHWEST RAIL, SET IN THE TOP OF THE NORTHWEST END OF THE
 JK0481'SOUTHWEST CONCRETE ABUTMENT OF BRIDGE 149.25.
 JK0481
 JK0481                          STATION RECOVERY (1984)
 JK0481
 JK0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0481'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.  A
 JK0481'NEW TO REACH FOLLOWS.  2.5 KM (1.55 MI) EASTERLY ALONG U.S. HIGHWAY
 JK0481'50 FROM ITS JUNCTION WITH STATE HIGHWAY 115 IN CANON CITY, THENCE
 JK0481'14.6 KM (9.05 MI) SOUTHEASTERLY ALONG THE DENVER AND RIO GRANDE
 JK0481'WESTERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0126 ***********************************************************************
 JK0126  DESIGNATION -  B 343
 JK0126  PID         -  JK0126
 JK0126  STATE/COUNTY-  CO/PUEBLO
 JK0126  USGS QUAD   -  NORTHEAST PUEBLO (1974)
 JK0126
 JK0126                         *CURRENT SURVEY CONTROL
 JK0126  ___________________________________________________________________
 JK0126* NAD 83(1986)-  38 15 53.     (N)    104 34 51.     (W)     SCALED    
 JK0126* NAVD 88     -      1419.997  (meters)    4658.77   (feet)  ADJUSTED  
 JK0126  ___________________________________________________________________
 JK0126  GEOID HEIGHT-         -19.31  (meters)                     GEOID03
 JK0126  DYNAMIC HT  -        1418.518 (meters)    4653.92  (feet)  COMP
 JK0126  MODELED GRAV-     979,538.6   (mgal)                       NAVD 88
 JK0126
 JK0126  VERT ORDER  -  FIRST     CLASS II
 JK0126
 JK0126.The horizontal coordinates were scaled from a topographic map and have
 JK0126.an estimated accuracy of +/- 6 seconds.
 JK0126
 JK0126.The orthometric height was determined by differential leveling
 JK0126.and adjusted by the National Geodetic Survey in June 1991..
 JK0126
 JK0126.The geoid height was determined by GEOID03.
 JK0126
 JK0126.The dynamic height is computed by dividing the NAVD 88
 JK0126.geopotential number by the normal gravity value computed on the
 JK0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0126.degrees latitude (g = 980.6199 gals.).
 JK0126
 JK0126.The modeled gravity was interpolated from observed gravity values.
 JK0126
 JK0126;                    North         East    Units  Estimated Accuracy
 JK0126;SPC CO S     -   482,560.      994,840.      MT  (+/- 180 meters Scaled)
 JK0126
 JK0126                          SUPERSEDED SURVEY CONTROL
 JK0126
 JK0126  NGVD 29 (??/??/92) 1419.151  (m)         4656.00   (f) ADJ UNCH    1 2
 JK0126
 JK0126.Superseded values are not recommended for survey control.
 JK0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0126.See file dsdata.txt to determine how the superseded data were derived.
 JK0126
 JK0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC366352(NAD 83)
 JK0126_MARKER: DB = BENCH MARK DISK
 JK0126_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JK0126_SP_SET: BRIDGE ABUTMENT
 JK0126_STAMPING: B 343 1953
 JK0126_MARK LOGO: CGS   
 JK0126_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0126+SATELLITE: SATELLITE OBSERVATIONS - January 04, 1996
 JK0126
 JK0126  HISTORY     - Date     Condition        Report By
 JK0126  HISTORY     - 1953     MONUMENTED       CGS
 JK0126  HISTORY     - 1954     GOOD             NGS
 JK0126  HISTORY     - 1985     GOOD             NGS
 JK0126  HISTORY     - 19960104 GOOD             CODOT
 JK0126
 JK0126                          STATION DESCRIPTION
 JK0126
 JK0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0126'2 MI E FROM PUEBLO.
 JK0126'2.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 JK0126'FROM THE UNION STATION AT PUEBLO, 6 FEET NORTH OF THE NORTH RAIL,
 JK0126'2.5 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE NORTH
 JK0126'END OF THE WEST CONCRETE ABUTMENT OF BRIDGE 616 A OVER PORTLAND
 JK0126'AVENUE.
 JK0126
 JK0126                          STATION RECOVERY (1954)
 JK0126
 JK0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JK0126'RECOVERED IN GOOD CONDITION.
 JK0126
 JK0126                          STATION RECOVERY (1985)
 JK0126
 JK0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JK0126'RECOVERED IN GOOD CONDITION.  A NEW ROUTE TO THE MARK FOLLOWS.  IN
 JK0126'PUEBLO, AT THE INTERSECTION OF THE SANTA FE RAILROAD AND PORTLAND
 JK0126'AVENUE.
 JK0126
 JK0126                          STATION RECOVERY (1996)
 JK0126
 JK0126'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (PGG)
 JK0126'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0173 ***********************************************************************
 JK0173  DESIGNATION -  B 347
 JK0173  PID         -  JK0173
 JK0173  STATE/COUNTY-  CO/EL PASO
 JK0173  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK0173
 JK0173                         *CURRENT SURVEY CONTROL
 JK0173  ___________________________________________________________________
 JK0173* NAD 83(1986)-  38 48 59.     (N)    104 48 36.     (W)     SCALED    
 JK0173* NAVD 88     -      1808.986  (meters)    5934.98   (feet)  ADJUSTED  
 JK0173  ___________________________________________________________________
 JK0173  GEOID HEIGHT-         -17.01  (meters)                     GEOID03
 JK0173  DYNAMIC HT  -        1807.026 (meters)    5928.55  (feet)  COMP
 JK0173  MODELED GRAV-     979,480.9   (mgal)                       NAVD 88
 JK0173
 JK0173  VERT ORDER  -  FIRST     CLASS II
 JK0173
 JK0173.The horizontal coordinates were scaled from a topographic map and have
 JK0173.an estimated accuracy of +/- 6 seconds.
 JK0173
 JK0173.The orthometric height was determined by differential leveling
 JK0173.and adjusted by the National Geodetic Survey in June 1991..
 JK0173
 JK0173.The geoid height was determined by GEOID03.
 JK0173
 JK0173.The dynamic height is computed by dividing the NAVD 88
 JK0173.geopotential number by the normal gravity value computed on the
 JK0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0173.degrees latitude (g = 980.6199 gals.).
 JK0173
 JK0173.The modeled gravity was interpolated from observed gravity values.
 JK0173
 JK0173;                    North         East    Units  Estimated Accuracy
 JK0173;SPC CO C     -   414,150.      974,330.      MT  (+/- 180 meters Scaled)
 JK0173
 JK0173                          SUPERSEDED SURVEY CONTROL
 JK0173
 JK0173  NGVD 29 (??/??/92) 1807.937  (m)         5931.54   (f) ADJ UNCH    1 2
 JK0173
 JK0173.Superseded values are not recommended for survey control.
 JK0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0173.See file dsdata.txt to determine how the superseded data were derived.
 JK0173
 JK0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC164964(NAD 83)
 JK0173_MARKER: DB = BENCH MARK DISK
 JK0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0173_STAMPING: B 347 1953
 JK0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0173+STABILITY: SURFACE MOTION
 JK0173
 JK0173  HISTORY     - Date     Condition        Report By
 JK0173  HISTORY     - 1953     MONUMENTED       CGS
 JK0173  HISTORY     - 1975     GOOD             NGS
 JK0173  HISTORY     - 1975     GOOD             LOCENG
 JK0173  HISTORY     - 1983     MARK NOT FOUND   NGS
 JK0173  HISTORY     - 19970804 MARK NOT FOUND   USPSQD
 JK0173  HISTORY     - 20020119 MARK NOT FOUND   USPSQD
 JK0173
 JK0173                          STATION DESCRIPTION
 JK0173
 JK0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 JK0173'1.4 MI SE FROM COLORADO SPRINGS.
 JK0173'1.4 MILES SOUTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 JK0173'FROM THE STATION AT COLORADO SPRINGS, 4 1/2 POLES EAST OF MILEPOST
 JK0173'662, 86.5 FEET NORTHWEST OF A SIGNAL TRANSFORMER CASE, 52 FEET NORTH
 JK0173'OF THE NORTH RAIL OF THE MAIN TRACK, 17 FEET SOUTH OF THE CENTER LINE
 JK0173'OF A ROAD, 1.7 FEET SOUTH OF A FENCE, 2.5 FEET EAST OF A WITNESS POST,
 JK0173'4 FEET ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 JK0173'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 JK0173
 JK0173                          STATION RECOVERY (1975)
 JK0173
 JK0173'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 JK0173'RECOVERED IN GOOD CONDITION.
 JK0173
 JK0173                          STATION RECOVERY (1983)
 JK0173
 JK0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JK0173'THE LOCATION IS NOW A AUTO WRECKING YARD.
 JK0173
 JK0173                          STATION RECOVERY (1997)
 JK0173
 JK0173'RECOVERY NOTE BY US POWER SQUADRON 1997
 JK0173'MARK NOT FOUND.
 JK0173
 JK0173                          STATION RECOVERY (2002)
 JK0173
 JK0173'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 JK0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0209 ***********************************************************************
 JK0209  DESIGNATION -  B 348
 JK0209  PID         -  JK0209
 JK0209  STATE/COUNTY-  CO/PUEBLO
 JK0209  USGS QUAD   -  FOUNTAIN SE (1975)
 JK0209
 JK0209                         *CURRENT SURVEY CONTROL
 JK0209  ___________________________________________________________________
 JK0209* NAD 83(1986)-  38 30 18.     (N)    104 37 12.     (W)     SCALED    
 JK0209* NAVD 88     -      1570.823  (meters)    5153.61   (feet)  ADJUSTED  
 JK0209  ___________________________________________________________________
 JK0209  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 JK0209  DYNAMIC HT  -        1569.179 (meters)    5148.21  (feet)  COMP
 JK0209  MODELED GRAV-     979,526.6   (mgal)                       NAVD 88
 JK0209
 JK0209  VERT ORDER  -  FIRST     CLASS II
 JK0209
 JK0209.The horizontal coordinates were scaled from a topographic map and have
 JK0209.an estimated accuracy of +/- 6 seconds.
 JK0209
 JK0209.The orthometric height was determined by differential leveling
 JK0209.and adjusted by the National Geodetic Survey in June 1991..
 JK0209
 JK0209.The geoid height was determined by GEOID03.
 JK0209
 JK0209.The dynamic height is computed by dividing the NAVD 88
 JK0209.geopotential number by the normal gravity value computed on the
 JK0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0209.degrees latitude (g = 980.6199 gals.).
 JK0209
 JK0209.The modeled gravity was interpolated from observed gravity values.
 JK0209
 JK0209;                    North         East    Units  Estimated Accuracy
 JK0209;SPC CO S     -   509,200.      991,160.      MT  (+/- 180 meters Scaled)
 JK0209
 JK0209                          SUPERSEDED SURVEY CONTROL
 JK0209
 JK0209  NGVD 29 (??/??/92) 1569.897  (m)         5150.57   (f) ADJ UNCH    1 2
 JK0209
 JK0209.Superseded values are not recommended for survey control.
 JK0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0209.See file dsdata.txt to determine how the superseded data were derived.
 JK0209
 JK0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC331619(NAD 83)
 JK0209_MARKER: DB = BENCH MARK DISK
 JK0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0209_STAMPING: B 348 1953
 JK0209_MARK LOGO: CGS   
 JK0209_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0209+STABILITY: SURFACE MOTION
 JK0209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0209+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2003
 JK0209
 JK0209  HISTORY     - Date     Condition        Report By
 JK0209  HISTORY     - 1953     MONUMENTED       CGS
 JK0209  HISTORY     - 1954     GOOD             NGS
 JK0209  HISTORY     - 1983     GOOD             NGS
 JK0209  HISTORY     - 19960201 GOOD             CODOT
 JK0209  HISTORY     - 20030901 GOOD             GEOCAC
 JK0209
 JK0209                          STATION DESCRIPTION
 JK0209
 JK0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JK0209'13.3 MI SE FROM FOUNTAIN.
 JK0209'13.3 MILES SOUTHEAST ALONG THE DENVER AND RIO GRAND WESTERN RAILROAD
 JK0209'FROM THE STATION AT FOUNTAIN, 0.2 MILE SOUTHEAST OF MILEPOST 101,
 JK0209'46 FEET SOUTHWEST OF THE CENTER OF A GRAVELED ROAD CROSSING, 33.6
 JK0209'FEET WEST OF THE WEST RAIL, 7 FEET SOUTHEAST OF A TELEPHONE POLE,
 JK0209'3 FEET NORTH OF A FENCE, 2.4 FEET EAST OF A WITNESS POST, SET IN THE
 JK0209'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 JK0209
 JK0209                          STATION RECOVERY (1983)
 JK0209
 JK0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JK0209'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO THIS SURVEY.
 JK0209
 JK0209                          STATION RECOVERY (1996)
 JK0209
 JK0209'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (PG)
 JK0209'RECOVERED IN GOOD CONDITION.  7 FT (2.1 M) SOUTHWEST FROM A TELEPHONE
 JK0209'RISER, THE TELEPHONE POLE HAS BEEN CUT DOWN.
 JK0209
 JK0209                          STATION RECOVERY (2003)
 JK0209
 JK0209'RECOVERY NOTE BY GEOCACHING 2003 (TWS)
 JK0209'ACCESS VIA I-25 EXIT 116 EAST FRONTAGE ROAD SOUTH TO SECOND RAILROAD
 JK0209'CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0230 ***********************************************************************
 HL0230  DESIGNATION -  B 35
 HL0230  PID         -  HL0230
 HL0230  STATE/COUNTY-  CO/LA PLATA
 HL0230  USGS QUAD   -  DURANGO WEST (1963)
 HL0230
 HL0230                         *CURRENT SURVEY CONTROL
 HL0230  ___________________________________________________________________
 HL0230* NAD 83(1986)-  37 15 45.     (N)    107 52 39.     (W)     SCALED    
 HL0230* NAVD 88     -      1978.057  (meters)    6489.68   (feet)  ADJUSTED  
 HL0230  ___________________________________________________________________
 HL0230  GEOID HEIGHT-         -18.90  (meters)                     GEOID03
 HL0230  DYNAMIC HT  -        1975.510 (meters)    6481.32  (feet)  COMP
 HL0230  MODELED GRAV-     979,273.3   (mgal)                       NAVD 88
 HL0230
 HL0230  VERT ORDER  -  FIRST     CLASS II
 HL0230
 HL0230.The horizontal coordinates were scaled from a topographic map and have
 HL0230.an estimated accuracy of +/- 6 seconds.
 HL0230
 HL0230.The orthometric height was determined by differential leveling
 HL0230.and adjusted by the National Geodetic Survey in June 1991..
 HL0230
 HL0230.The geoid height was determined by GEOID03.
 HL0230
 HL0230.The dynamic height is computed by dividing the NAVD 88
 HL0230.geopotential number by the normal gravity value computed on the
 HL0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0230.degrees latitude (g = 980.6199 gals.).
 HL0230
 HL0230.The modeled gravity was interpolated from observed gravity values.
 HL0230
 HL0230;                    North         East    Units  Estimated Accuracy
 HL0230;SPC CO S     -   373,610.      703,530.      MT  (+/- 180 meters Scaled)
 HL0230
 HL0230                          SUPERSEDED SURVEY CONTROL
 HL0230
 HL0230  NGVD 29 (??/??/92) 1976.815  (m)         6485.60   (f) ADJ UNCH    1 2
 HL0230
 HL0230.Superseded values are not recommended for survey control.
 HL0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0230.See file dsdata.txt to determine how the superseded data were derived.
 HL0230
 HL0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB448278(NAD 83)
 HL0230_MARKER: DB = BENCH MARK DISK
 HL0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0230_STAMPING: B 35 1934
 HL0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0230+STABILITY: SURFACE MOTION
 HL0230
 HL0230  HISTORY     - Date     Condition        Report By
 HL0230  HISTORY     - 1934     MONUMENTED       CGS
 HL0230  HISTORY     - 1961     MARK NOT FOUND   NGS
 HL0230  HISTORY     - 1984     MARK NOT FOUND   NGS
 HL0230
 HL0230                          STATION DESCRIPTION
 HL0230
 HL0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0230'0.83 MI SE FROM DURANGO.
 HL0230'0.83 MILES SOUTH-EAST OF DURANGO BY RAIL.  U.S.B.M. B 35.  IN
 HL0230'SOUTH-WEST ABUTMENT OF R.R. BRIDGE NO. 451.02.  12 FT. EAST OF PRIVATE
 HL0230'CROSSING.  5 FT. SOUTH OF CENTER-LINE OF D.R.G. AND W. R.R. TRACK.
 HL0230
 HL0230                          STATION RECOVERY (1961)
 HL0230
 HL0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 HL0230'MARK NOT FOUND.
 HL0230
 HL0230                          STATION RECOVERY (1984)
 HL0230
 HL0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HL0230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0912 ***********************************************************************
 KK0912  DESIGNATION -  B 350 RESET
 KK0912  PID         -  KK0912
 KK0912  STATE/COUNTY-  CO/PARK
 KK0912  USGS QUAD   -  GARO (1994)
 KK0912
 KK0912                         *CURRENT SURVEY CONTROL
 KK0912  ___________________________________________________________________
 KK0912* NAD 83(1986)-  39 03 21.     (N)    105 58 34.     (W)     SCALED    
 KK0912* NAVD 88     -      2799.47   (meters)    9184.6    (feet)  RESET     
 KK0912  ___________________________________________________________________
 KK0912  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 KK0912
 KK0912  VERT ORDER  -  THIRD
 KK0912
 KK0912.The horizontal coordinates were scaled from a topographic map and have
 KK0912.an estimated accuracy of +/- 6 seconds.
 KK0912
 KK0912.The orthometric height was computed from unverified reset data.
 KK0912
 KK0912.The geoid height was determined by GEOID03.
 KK0912
 KK0912;                    North         East    Units  Estimated Accuracy
 KK0912;SPC CO C     -   440,620.      873,190.      MT  (+/- 180 meters Scaled)
 KK0912
 KK0912                          SUPERSEDED SURVEY CONTROL
 KK0912
 KK0912.No superseded survey control is available for this station.
 KK0912
 KK0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD155234(NAD 83)
 KK0912_MARKER: DB = BENCH MARK DISK
 KK0912_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0912_SP_SET: CULVERT
 KK0912_STAMPING: B 350 RESET 1963
 KK0912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0912
 KK0912  HISTORY     - Date     Condition        Report By
 KK0912  HISTORY     - 1963     MONUMENTED       CODH
 KK0912  HISTORY     - 1963     GOOD             NGS
 KK0912
 KK0912                          STATION DESCRIPTION
 KK0912
 KK0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 KK0912'9.4 MI N FROM ANTERO JUNCTION.
 KK0912'9.4 MILES NORTH ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION WITH U.S.
 KK0912'HIGHWAY 24 AT ANTERO JUNCTION, 23 FEET WEST OF THE CENTER LINE
 KK0912'OF THE HIGHWAY, 100 YARDS SOUTHEAST OF A RANCH HOUSE, AND SET
 KK0912'IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A CONCRETE
 KK0912'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0058 ***********************************************************************
 JL0058  DESIGNATION -  B 351
 JL0058  PID         -  JL0058
 JL0058  STATE/COUNTY-  CO/CHAFFEE
 JL0058  USGS QUAD   -  BUENA VISTA EAST (1994)
 JL0058
 JL0058                         *CURRENT SURVEY CONTROL
 JL0058  ___________________________________________________________________
 JL0058* NAD 83(1986)-  38 48 48.     (N)    106 06 13.     (W)     SCALED    
 JL0058* NAVD 88     -      2395.162  (meters)    7858.13   (feet)  ADJUSTED  
 JL0058  ___________________________________________________________________
 JL0058  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 JL0058  DYNAMIC HT  -        2392.195 (meters)    7848.39  (feet)  COMP
 JL0058  MODELED GRAV-     979,303.5   (mgal)                       NAVD 88
 JL0058
 JL0058  VERT ORDER  -  FIRST     CLASS II
 JL0058
 JL0058.The horizontal coordinates were scaled from a topographic map and have
 JL0058.an estimated accuracy of +/- 6 seconds.
 JL0058
 JL0058.The orthometric height was determined by differential leveling
 JL0058.and adjusted by the National Geodetic Survey in June 1991..
 JL0058
 JL0058.The geoid height was determined by GEOID03.
 JL0058
 JL0058.The dynamic height is computed by dividing the NAVD 88
 JL0058.geopotential number by the normal gravity value computed on the
 JL0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0058.degrees latitude (g = 980.6199 gals.).
 JL0058
 JL0058.The modeled gravity was interpolated from observed gravity values.
 JL0058
 JL0058;                    North         East    Units  Estimated Accuracy
 JL0058;SPC CO C     -   413,760.      861,980.      MT  (+/- 180 meters Scaled)
 JL0058
 JL0058                          SUPERSEDED SURVEY CONTROL
 JL0058
 JL0058  NGVD 29 (??/??/92) 2393.654  (m)         7853.18   (f) ADJ UNCH    1 2
 JL0058
 JL0058.Superseded values are not recommended for survey control.
 JL0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0058.See file dsdata.txt to determine how the superseded data were derived.
 JL0058
 JL0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC041966(NAD 83)
 JL0058_MARKER: DB = BENCH MARK DISK
 JL0058_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JL0058_SP_SET: BRIDGE ABUTMENT
 JL0058_STAMPING: B 351 1954
 JL0058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0058_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JL0058+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2004
 JL0058
 JL0058  HISTORY     - Date     Condition        Report By
 JL0058  HISTORY     - 1954     MONUMENTED       CGS
 JL0058  HISTORY     - 1958     GOOD             NGS
 JL0058  HISTORY     - 20040702 GOOD             GEOCAC
 JL0058
 JL0058                          STATION DESCRIPTION
 JL0058
 JL0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JL0058'2.9 MI SE FROM BUENA VISTA.
 JL0058'2.4 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0058'FROM THE STATION AT BUENA VISTA, THENCE 0.5 MILE NORTHEAST ALONG U.S.
 JL0058'HIGHWAYS 24 AND 285, 21 FEET NORTHWEST OF THE CENTER LINE OF THE
 JL0058'HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE
 JL0058'ABUTMENT OF A BRIDGE OVER THE ARKANSAS RIVER.
 JL0058
 JL0058                          STATION RECOVERY (1958)
 JL0058
 JL0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 JL0058'RECOVERED IN GOOD CONDITION.
 JL0058
 JL0058                          STATION RECOVERY (2004)
 JL0058
 JL0058'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 JL0058'RECOVERED IN GOOD CONDITION.  HANDHELD GPS COORDINATES N38  48 48.4,
 JL0058'W106  06 12.8.
 JL0058' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0159 ***********************************************************************
 JK0159  DESIGNATION -  B 354
 JK0159  PID         -  JK0159
 JK0159  STATE/COUNTY-  CO/EL PASO
 JK0159  USGS QUAD   -  PIKEVIEW (1994)
 JK0159
 JK0159                         *CURRENT SURVEY CONTROL
 JK0159  ___________________________________________________________________
 JK0159* NAD 83(1986)-  38 58 14.     (N)    104 48 48.     (W)     SCALED    
 JK0159* NAVD 88     -      1999.277  (meters)    6559.29   (feet)  ADJUSTED  
 JK0159  ___________________________________________________________________
 JK0159  GEOID HEIGHT-         -16.69  (meters)                     GEOID03
 JK0159  DYNAMIC HT  -        1997.073 (meters)    6552.06  (feet)  COMP
 JK0159  MODELED GRAV-     979,453.7   (mgal)                       NAVD 88
 JK0159
 JK0159  VERT ORDER  -  FIRST     CLASS II
 JK0159
 JK0159.The horizontal coordinates were scaled from a topographic map and have
 JK0159.an estimated accuracy of +/- 6 seconds.
 JK0159
 JK0159.The orthometric height was determined by differential leveling
 JK0159.and adjusted by the National Geodetic Survey in June 1991..
 JK0159
 JK0159.The geoid height was determined by GEOID03.
 JK0159
 JK0159.The dynamic height is computed by dividing the NAVD 88
 JK0159.geopotential number by the normal gravity value computed on the
 JK0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0159.degrees latitude (g = 980.6199 gals.).
 JK0159
 JK0159.The modeled gravity was interpolated from observed gravity values.
 JK0159
 JK0159;                    North         East    Units  Estimated Accuracy
 JK0159;SPC CO C     -   431,270.      973,910.      MT  (+/- 180 meters Scaled)
 JK0159
 JK0159                          SUPERSEDED SURVEY CONTROL
 JK0159
 JK0159  NGVD 29 (??/??/92) 1998.150  (m)         6555.60   (f) ADJ UNCH    1 2
 JK0159
 JK0159.Superseded values are not recommended for survey control.
 JK0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0159.See file dsdata.txt to determine how the superseded data were derived.
 JK0159
 JK0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED161135(NAD 83)
 JK0159_MARKER: DB = BENCH MARK DISK
 JK0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0159_STAMPING: B 354 1954
 JK0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0159+STABILITY: SURFACE MOTION
 JK0159
 JK0159  HISTORY     - Date     Condition        Report By
 JK0159  HISTORY     - 1954     MONUMENTED       CGS
 JK0159  HISTORY     - 1983     MARK NOT FOUND   NGS
 JK0159  HISTORY     - 19841127 MARK NOT FOUND   USGS
 JK0159
 JK0159                          STATION DESCRIPTION
 JK0159
 JK0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JK0159'9.4 MI N FROM COLORADO SPRINGS.
 JK0159'9.4 MILES NORTH ALONG U. S. HIGHWAYS 85 AND 87 FROM THE POST OFFICE
 JK0159'AT COLORADO SPRINGS, AT THE PINE VALLEY AIRPORT, 1.5 FEET EAST OF
 JK0159'THE SOUTHEAST CORNER OF THE MAIN HANGER, 2.6 FEET SOUTHEAST OF THE
 JK0159'SOUTH SIDE OF THE DOOR TO HANGER 1, SET IN THE TOP OF A CONCRETE
 JK0159'POST WHICH IS FLUSH WITH THE GROUND.
 JK0159
 JK0159                          STATION RECOVERY (1983)
 JK0159
 JK0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JK0159'THERE IS A NEW SIDEWALK AT THIS LOCATION.
 JK0159
 JK0159                          STATION RECOVERY (1984)
 JK0159
 JK0159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JK0159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0206 ***********************************************************************
 KK0206  DESIGNATION -  B 355
 KK0206  PID         -  KK0206
 KK0206  STATE/COUNTY-  CO/DOUGLAS
 KK0206  USGS QUAD   -  SEDALIA (1994)
 KK0206
 KK0206                         *CURRENT SURVEY CONTROL
 KK0206  ___________________________________________________________________
 KK0206* NAD 83(1986)-  39 26 04.     (N)    104 56 44.     (W)     SCALED    
 KK0206* NAVD 88     -      1793.578  (meters)    5884.43   (feet)  POSTED    
 KK0206  ___________________________________________________________________
 KK0206  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 KK0206  DYNAMIC HT  -        1791.750 (meters)    5878.43  (feet)  COMP
 KK0206  MODELED GRAV-     979,544.4   (mgal)                       NAVD 88
 KK0206
 KK0206  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KK0206
 KK0206.The horizontal coordinates were scaled from a topographic map and have
 KK0206.an estimated accuracy of +/- 6 seconds.
 KK0206
 KK0206.The orthometric height was determined by differential leveling
 KK0206.and adjusted by the National Geodetic Survey in 1992..
 KK0206.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KK0206.rate of 2.1 thru 3.0 mm/km.
 KK0206
 KK0206.The geoid height was determined by GEOID03.
 KK0206
 KK0206.The dynamic height is computed by dividing the NAVD 88
 KK0206.geopotential number by the normal gravity value computed on the
 KK0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0206.degrees latitude (g = 980.6199 gals.).
 KK0206
 KK0206.The modeled gravity was interpolated from observed gravity values.
 KK0206
 KK0206;                    North         East    Units  Estimated Accuracy
 KK0206;SPC CO C     -   482,680.      962,130.      MT  (+/- 180 meters Scaled)
 KK0206
 KK0206                          SUPERSEDED SURVEY CONTROL
 KK0206
 KK0206  NGVD 29 (??/??/92) 1792.613  (m)         5881.26   (f) ADJ UNCH    1 2
 KK0206
 KK0206.Superseded values are not recommended for survey control.
 KK0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0206.See file dsdata.txt to determine how the superseded data were derived.
 KK0206
 KK0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED046649(NAD 83)
 KK0206_MARKER: DB = BENCH MARK DISK
 KK0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0206_STAMPING: B 355 1954
 KK0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0206+STABILITY: SURFACE MOTION
 KK0206
 KK0206  HISTORY     - Date     Condition        Report By
 KK0206  HISTORY     - 1954     MONUMENTED       CGS
 KK0206  HISTORY     - 1955     GOOD             NGS
 KK0206  HISTORY     - 1983     MARK NOT FOUND   NGS
 KK0206
 KK0206                          STATION DESCRIPTION
 KK0206
 KK0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK0206'1 MI E FROM SEDALIA.
 KK0206'1.0 MILE EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KK0206'FROM THE STATION AT SEDALIA, 0.5 MILE WEST OF MILEPOST 26, 7 1/2
 KK0206'RAILS WEST OF A STEEL SIGNAL CONTROL BOX, 87 FEET SOUTH OF THE
 KK0206'CENTER LINE OF U.S. HIGHWAY 85, 39.5 FEET NORTH OF THE NORTH
 KK0206'RAIL, 1.7 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 KK0206'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 KK0206
 KK0206                          STATION RECOVERY (1955)
 KK0206
 KK0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0206'RECOVERED IN GOOD CONDITION.
 KK0206
 KK0206                          STATION RECOVERY (1983)
 KK0206
 KK0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0206'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0465 ***********************************************************************
 KK0465  DESIGNATION -  B 356
 KK0465  PID         -  KK0465
 KK0465  STATE/COUNTY-  CO/ARAPAHOE
 KK0465  USGS QUAD   -  ENGLEWOOD (1997)
 KK0465
 KK0465                         *CURRENT SURVEY CONTROL
 KK0465  ___________________________________________________________________
 KK0465* NAD 83(1986)-  39 39 28.     (N)    104 54 44.     (W)     SCALED    
 KK0465* NAVD 88     -      1684.683  (meters)    5527.16   (feet)  POSTED    
 KK0465  ___________________________________________________________________
 KK0465  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 KK0465  DYNAMIC HT  -        1683.030 (meters)    5521.74  (feet)  COMP
 KK0465  MODELED GRAV-     979,588.4   (mgal)                       NAVD 88
 KK0465
 KK0465  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0465
 KK0465.The horizontal coordinates were scaled from a topographic map and have
 KK0465.an estimated accuracy of +/- 6 seconds.
 KK0465
 KK0465.The orthometric height was determined by differential leveling
 KK0465.and adjusted by the National Geodetic Survey in 1992..
 KK0465.No vertical observational check was made to the station.
 KK0465.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0465.was located on a no-check spur therefore a value was not computed.
 KK0465
 KK0465.The geoid height was determined by GEOID03.
 KK0465
 KK0465.The dynamic height is computed by dividing the NAVD 88
 KK0465.geopotential number by the normal gravity value computed on the
 KK0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0465.degrees latitude (g = 980.6199 gals.).
 KK0465
 KK0465.The modeled gravity was interpolated from observed gravity values.
 KK0465
 KK0465;                    North         East    Units  Estimated Accuracy
 KK0465;SPC CO C     -   507,500.      964,840.      MT  (+/- 180 meters Scaled)
 KK0465
 KK0465                          SUPERSEDED SURVEY CONTROL
 KK0465
 KK0465  NGVD 29 (??/??/92) 1683.749  (m)         5524.10   (f) ADJ UNCH    1 2
 KK0465
 KK0465.Superseded values are not recommended for survey control.
 KK0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0465.See file dsdata.txt to determine how the superseded data were derived.
 KK0465
 KK0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED075897(NAD 83)
 KK0465_MARKER: DB = BENCH MARK DISK
 KK0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0465_STAMPING: B 356 1954
 KK0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0465+STABILITY: SURFACE MOTION
 KK0465
 KK0465  HISTORY     - Date     Condition        Report By
 KK0465  HISTORY     - 1954     MONUMENTED       CGS
 KK0465  HISTORY     - 1955     GOOD             NGS
 KK0465
 KK0465                          STATION DESCRIPTION
 KK0465
 KK0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK0465'4.4 MI E FROM ENGLEWOOD.
 KK0465'3.7 MILES EAST ALONG EAST HAMDEN AVENUE FROM THE LOWELL SCHOOL AT
 KK0465'ENGLEWOOD, THENCE 0.75 MILE NORTH ALONG THE ENGLEWOOD AIRPORT
 KK0465'ROAD, 4.5 FEET EAST OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK
 KK0465'HANGAR, 0.5 FOOT EAST OF THE EAST EDGE OF A SIDEWALK, SET IN THE TOP
 KK0465'OF A CONCRETE POST WHICH IS FLUSH WITH THE SIDEWALK.  NOTE-- RESET
 KK0465'IN 1960
 KK0465
 KK0465                          STATION RECOVERY (1955)
 KK0465
 KK0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0466 ***********************************************************************
 KK0466  DESIGNATION -  B 356 RESET
 KK0466  PID         -  KK0466
 KK0466  STATE/COUNTY-  CO/ARAPAHOE
 KK0466  USGS QUAD   -  ENGLEWOOD (1997)
 KK0466
 KK0466                         *CURRENT SURVEY CONTROL
 KK0466  ___________________________________________________________________
 KK0466* NAD 83(1986)-  39 39 28.     (N)    104 54 44.     (W)     SCALED    
 KK0466* NAVD 88     -      1680.51   (+/-2cm)    5513.5    (feet)  VERTCON   
 KK0466  ___________________________________________________________________
 KK0466  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 KK0466
 KK0466  VERT ORDER  -  THIRD (See Below)
 KK0466
 KK0466.The horizontal coordinates were scaled from a topographic map and have
 KK0466.an estimated accuracy of +/- 6 seconds.
 KK0466
 KK0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK0466.The vertical order pertains to the NGVD 29 superseded value.
 KK0466
 KK0466.The geoid height was determined by GEOID03.
 KK0466
 KK0466;                    North         East    Units  Estimated Accuracy
 KK0466;SPC CO C     -   507,500.      964,840.      MT  (+/- 180 meters Scaled)
 KK0466
 KK0466                          SUPERSEDED SURVEY CONTROL
 KK0466
 KK0466  NGVD 29 (03/28/06) 1679.59   (m)         5510.5    (f) RESET       3  
 KK0466
 KK0466.Superseded values are not recommended for survey control.
 KK0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0466.See file dsdata.txt to determine how the superseded data were derived.
 KK0466
 KK0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED075897(NAD 83)
 KK0466_MARKER: DB = BENCH MARK DISK
 KK0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0466_STAMPING: B 356 RESET 1960
 KK0466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0466+STABILITY: SURFACE MOTION
 KK0466
 KK0466  HISTORY     - Date     Condition        Report By
 KK0466  HISTORY     - 1960     MONUMENTED       CGS
 KK0466  HISTORY     - 1962     GOOD             NGS
 KK0466  HISTORY     - 1984     MARK NOT FOUND   NGS
 KK0466
 KK0466                          STATION DESCRIPTION
 KK0466
 KK0466'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KK0466'AT GAISER HOLLY RIDGE.
 KK0466'AT GAISER HOLLY RIDGE, WHICH IS A NEW SUBDIVISION OF ENGLEWOOD, 165
 KK0466'FEET SOUTH OF CORNELL AVENUE, APPROXIMATELY 35 FEET WEST OF S. LEYDEN
 KK0466'STREET, AND SET IN THE TOP OF A CONCRETE POST, JUST WEST OF, ADJACENT
 KK0466'TO AND ABOUT LEVEL WITH THE SIDEWALK.
 KK0466
 KK0466                          STATION RECOVERY (1984)
 KK0466
 KK0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK0466'THE AIRPORT IS NOW THE SITE OF A HOUSING DEVELOPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0429 ***********************************************************************
 LL0429  DESIGNATION -  B 357
 LL0429  PID         -  LL0429
 LL0429  STATE/COUNTY-  CO/LARIMER
 LL0429  USGS QUAD   -  WELLINGTON (1978)
 LL0429
 LL0429                         *CURRENT SURVEY CONTROL
 LL0429  ___________________________________________________________________
 LL0429* NAD 83(1992)-  40 40 07.24660(N)    105 04 09.71538(W)     ADJUSTED  
 LL0429* NAVD 88     -      1583.239  (meters)    5194.34   (feet)  ADJUSTED  
 LL0429  ___________________________________________________________________
 LL0429  X           -  -1,259,861.014 (meters)                     COMP
 LL0429  Y           -  -4,679,198.383 (meters)                     COMP
 LL0429  Z           -   4,135,606.768 (meters)                     COMP
 LL0429  LAPLACE CORR-         -13.54  (seconds)                    DEFLEC99
 LL0429  ELLIP HEIGHT-        1567.49  (meters)          (12/03/02) GPS OBS
 LL0429  GEOID HEIGHT-         -15.71  (meters)                     GEOID03
 LL0429  DYNAMIC HT  -        1581.920 (meters)    5190.02  (feet)  COMP
 LL0429  MODELED GRAV-     979,735.7   (mgal)                       NAVD 88
 LL0429
 LL0429  HORZ ORDER  -  FIRST
 LL0429  VERT ORDER  -  FIRST     CLASS II
 LL0429  ELLP ORDER  -  FOURTH    CLASS II
 LL0429
 LL0429.The horizontal coordinates were established by GPS observations
 LL0429.and adjusted by the National Geodetic Survey in March 1998..
 LL0429
 LL0429.The orthometric height was determined by differential leveling
 LL0429.and adjusted by the National Geodetic Survey in June 1991..
 LL0429
 LL0429.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL0429
 LL0429.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL0429
 LL0429.The ellipsoidal height was determined by GPS observations
 LL0429.and is referenced to NAD 83.
 LL0429
 LL0429.The geoid height was determined by GEOID03.
 LL0429
 LL0429.The dynamic height is computed by dividing the NAVD 88
 LL0429.geopotential number by the normal gravity value computed on the
 LL0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0429.degrees latitude (g = 980.6199 gals.).
 LL0429
 LL0429.The modeled gravity was interpolated from observed gravity values.
 LL0429
 LL0429;                    North         East     Units Scale Factor Converg.
 LL0429;SPC CO N     -   453,157.077   950,813.426   MT  0.99998341   +0 16 41.7
 LL0429;SPC CO N     - 1,486,732.84  3,119,460.38   sFT  0.99998341   +0 16 41.7
 LL0429;UTM  13      - 4,501,980.728   494,137.150   MT  0.99960042   -0 02 42.7
 LL0429
 LL0429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL0429!SPC CO N     -   0.99975417  x   0.99998341  =   0.99973759
 LL0429!UTM  13      -   0.99975417  x   0.99960042  =   0.99935469
 LL0429
 LL0429                          SUPERSEDED SURVEY CONTROL
 LL0429
 LL0429  ELLIP H (03/31/98) 1567.52   (m)                       GP(       ) 4 1
 LL0429  NAVD 88 (03/31/98) 1583.24   (m)         5194.3    (f) LEVELING    3  
 LL0429  NGVD 29 (??/??/??) 1582.376  (m)         5191.51   (f) ADJUSTED    1 2
 LL0429
 LL0429.Superseded values are not recommended for survey control.
 LL0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0429.See file dsdata.txt to determine how the superseded data were derived.
 LL0429
 LL0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF9413701981(NAD 83)
 LL0429_MARKER: DB = BENCH MARK DISK
 LL0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0429_STAMPING: B 357 1954
 LL0429_MARK LOGO: CGS   
 LL0429_PROJECTION: FLUSH
 LL0429_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0429+STABILITY: SURFACE MOTION
 LL0429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0429+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1997
 LL0429
 LL0429  HISTORY     - Date     Condition        Report By
 LL0429  HISTORY     - 1954     MONUMENTED       CGS
 LL0429  HISTORY     - 1984     GOOD             NGS
 LL0429  HISTORY     - 1984     GOOD             NGS
 LL0429  HISTORY     - 19970225 GOOD             CODOT
 LL0429
 LL0429                          STATION DESCRIPTION
 LL0429
 LL0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LL0429'4.6 MI S FROM WAVERLY.
 LL0429'4.6 MILES SOUTH ALONG STATE HIGHWAY 253 FROM THE WAVERLY SCHOOL
 LL0429'AT WAVERLY, 255 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 156
 LL0429'FEET EAST OF THE SOUTHEAST CORNER OF A WHITE HOUSE, 125 FEET EAST
 LL0429'OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING NORTH, 31 FEET
 LL0429'NORTH OF THE CENTER LINE OF AND EAST AND WEST ROAD, 6 FEET WEST
 LL0429'OF A TELEPHONE POLE, 2 FEET SOUTH OF A FENCE, 2 FEET EAST OF A
 LL0429'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LL0429'0.2 FOOT ABOVE THE GROUND.
 LL0429
 LL0429                          STATION RECOVERY (1984)
 LL0429
 LL0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0429'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  5.8 KM
 LL0429'(3.6 MI) WEST ALONG COUNTY ROAD 64 FROM ITS JUNCTION WITH NORTH SIXTH
 LL0429'STREET IN WELLINGTON, THENCE 4.7 KM (2.9 MI) SOUTH ALONG COUNTY ROAD
 LL0429'15 OR 2.6 KM (1.6 MI) NORTH ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 LL0429'WITH STATE HIGHWAY 14 IN FORT COLLINS, THENCE 6.2 KM (3.85 MI)
 LL0429'NORTHERLY ALONG STATE HIGHWAY 1, 77.7 METERS (254.9 FT) EAST OF THE
 LL0429'CENTERLINE OF THE ROAD, 38.2 METERS (125.3 FT) EAST OF THE CENTER OF A
 LL0429'DRIVEWAY LEADING NORTH, 9.5 METERS (31.2 FT) NORTH OF THE CENTERLINE
 LL0429'OF COUNTY ROAD 56, 1.9 METERS (6.2 FT) WEST OF A UTILITY POLE, AND
 LL0429'0.6 METER (2.0 FT) SOUTH OF A FENCE.
 LL0429'THE MARK IS 0.6 METERS  E FROM A WITNESS POST.
 LL0429'THE MARK IS 0.3 M ABOVE THE ROAD.
 LL0429
 LL0429                          STATION RECOVERY (1984)
 LL0429
 LL0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0429'CHANGES DESC: THE WIHTE HOUSE IS NOW BROWN. IT IS LOCATED AT THE
 LL0429'NORTHEAST CORNER OF THE INTERSECTION OF COUNTY ROADS 15 NORTH AND 58
 LL0429'EAST AT THE HOUSE ON 5720 58 E.
 LL0429
 LL0429                          STATION RECOVERY (1997)
 LL0429
 LL0429'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 LL0429'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) EAST OF TEDS PLACE, 5.5 MI
 LL0429'(8.9 KM) NORTH OF FORT COLLINS AND 4.5 MI (7.2 KM) SOUTHWEST OF
 LL0429'WELLINGTON, IN THE SOUTHWEST 1/4 OF SECTION 12, T 8 N, R 69 W.
 LL0429'OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY TO REACH THE STATION FROM THE
 LL0429'INTERSECTION OF U.  S.  HIGHWAY 287 AND STATE HIGHWAY 1, ABOUT 2 MI
 LL0429'(3.2 KM) NORTH OF FORT COLLINS, GO NORTHEAST THAN NORTH ON STATE
 LL0429'HIGHWAY 1 FOR 3.8 MI (6.1 KM) TO A Y-INTERSECTION.  TAKE LEFT FORK,
 LL0429'NORTH, LARIMER COUNTY ROAD 15, FOR 0.15 MI (0.24 KM) TO THE STATION ON
 LL0429'THE RIGHT AT THE INTERSECTION OF LARIMER COUNTY ROAD 58 THE MARK IS A
 LL0429'STANDARD DISK SET IN THE TOP OF A 27 CM ROUND CONCRETE POST, FLUSH
 LL0429'WITH THE GROUND.  IT IS 78.0 M (255.9 FT) EAST FROM THE CENTER LINE OF
 LL0429'LARIMER COUNTY ROAD 15, 9.0 M (29.5 FT) NORTH FROM THE CENTER LINE OF
 LL0429'LARIMER COUNTY ROAD 58, 2.0 M (6.6 FT) WEST FROM A TELEPHONE POLE
 LL0429'NUMBER 2, 0.5 M (1.6 FT) SOUTH FROM A RIGHT-OF-WAY FENCE, 0.45 M (1.48
 LL0429'FT) EAST FROM A WITNESS POST AND ABOUT 30 CM ABOVE LARIMER COUNTY ROAD
 LL0429'58.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0435 ***********************************************************************
 LL0435  DESIGNATION -  B 358
 LL0435  PID         -  LL0435
 LL0435  STATE/COUNTY-  CO/LARIMER
 LL0435  USGS QUAD   -  WELLINGTON (1978)
 LL0435
 LL0435                         *CURRENT SURVEY CONTROL
 LL0435  ___________________________________________________________________
 LL0435* NAD 83(1986)-  40 39 16.     (N)    105 04 21.     (W)     SCALED    
 LL0435* NAVD 88     -      1576.001  (meters)    5170.60   (feet)  ADJUSTED  
 LL0435  ___________________________________________________________________
 LL0435  GEOID HEIGHT-         -15.72  (meters)                     GEOID03
 LL0435  DYNAMIC HT  -        1574.689 (meters)    5166.29  (feet)  COMP
 LL0435  MODELED GRAV-     979,736.7   (mgal)                       NAVD 88
 LL0435
 LL0435  VERT ORDER  -  FIRST     CLASS II
 LL0435
 LL0435.The horizontal coordinates were scaled from a topographic map and have
 LL0435.an estimated accuracy of +/- 6 seconds.
 LL0435
 LL0435.The orthometric height was determined by differential leveling
 LL0435.and adjusted by the National Geodetic Survey in June 1991..
 LL0435
 LL0435.The geoid height was determined by GEOID03.
 LL0435
 LL0435.The dynamic height is computed by dividing the NAVD 88
 LL0435.geopotential number by the normal gravity value computed on the
 LL0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0435.degrees latitude (g = 980.6199 gals.).
 LL0435
 LL0435.The modeled gravity was interpolated from observed gravity values.
 LL0435
 LL0435;                    North         East    Units  Estimated Accuracy
 LL0435;SPC CO N     -   451,580.      950,560.      MT  (+/- 180 meters Scaled)
 LL0435
 LL0435                          SUPERSEDED SURVEY CONTROL
 LL0435
 LL0435  NGVD 29 (??/??/??) 1575.141  (m)         5167.78   (f) ADJUSTED    1 2
 LL0435
 LL0435.Superseded values are not recommended for survey control.
 LL0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0435.See file dsdata.txt to determine how the superseded data were derived.
 LL0435
 LL0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF938004(NAD 83)
 LL0435_MARKER: DB = BENCH MARK DISK
 LL0435_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LL0435_STAMPING: B 358 1954
 LL0435_MARK LOGO: CGS   
 LL0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0435+STABILITY: SURFACE MOTION
 LL0435
 LL0435  HISTORY     - Date     Condition        Report By
 LL0435  HISTORY     - 1954     MONUMENTED       CGS
 LL0435  HISTORY     - 1984     GOOD             NGS
 LL0435  HISTORY     - 1984     GOOD             NGS
 LL0435
 LL0435                          STATION DESCRIPTION
 LL0435
 LL0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LL0435'5.6 MI S FROM WAVERLY.
 LL0435'4.6 MILES SOUTH ALONG STATE HIGHWAY 253 FROM THE WAVERLY SCHOOL
 LL0435'AT WAVERLY, THENCE 1.0 MILE SOUTH ALONG STATE HIGHWAY 1, AT
 LL0435'ROCKY RIDGE SHCOOL, 2.1 FEET NORTH OF THE SOUTHWEST CORNER OF THE
 LL0435'SCHOOLHOUSE, 3.0 FEET ABOVE THE GROUND SET VERTICALLY IN THE WEST
 LL0435'BRICK WALL OF THE SCHOOLHOUSE.
 LL0435
 LL0435                          STATION RECOVERY (1984)
 LL0435
 LL0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0435'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.6 KM
 LL0435'(1.6 MI) NORTH ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH STATE
 LL0435'HIGHWAY 14 IN FORT COLLINS, THENCE 4.6 KM (2.85 MI) NORTHERLY ALONG
 LL0435'STATE HIGHWAY 1, SET VERTICALLY IN THE WEST FACE OF THE SOUTHWEST
 LL0435'CORNER OF A BRICK BUILDING (OLD ROCKY RIDGE SCHOOL HOUSE), 52.0 METERS
 LL0435'(170.6 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 47.5 METERS
 LL0435'(155.8 FT) NORTH OF THE CENTER OF ROAD 56 E LEADING EAST, AND
 LL0435'0.7 METER (2.3 FT) NORTH OF THE SOUTHWEST CORNER OF THE BUILDING.
 LL0435'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 LL0435'THE MARK IS 0.9 M ABOVE THE GROUND.
 LL0435
 LL0435                          STATION RECOVERY (1984)
 LL0435
 LL0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0435'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1093 ***********************************************************************
 KK1093  DESIGNATION -  B 359
 KK1093  PID         -  KK1093
 KK1093  STATE/COUNTY-  CO/PARK
 KK1093  USGS QUAD   -  MT EVANS (1974)
 KK1093
 KK1093                         *CURRENT SURVEY CONTROL
 KK1093  ___________________________________________________________________
 KK1093* NAD 83(1986)-  39 32 45.     (N)    105 43 09.     (W)     SCALED    
 KK1093* NAVD 88     -      3096.866  (meters)   10160.30   (feet)  ADJUSTED  
 KK1093  ___________________________________________________________________
 KK1093  GEOID HEIGHT-         -12.32  (meters)                     GEOID03
 KK1093  DYNAMIC HT  -        3092.940 (meters)   10147.42  (feet)  COMP
 KK1093  MODELED GRAV-     979,245.6   (mgal)                       NAVD 88
 KK1093
 KK1093  VERT ORDER  -  FIRST     CLASS II
 KK1093
 KK1093.The horizontal coordinates were scaled from a topographic map and have
 KK1093.an estimated accuracy of +/- 6 seconds.
 KK1093
 KK1093.The orthometric height was determined by differential leveling
 KK1093.and adjusted by the National Geodetic Survey in June 1991..
 KK1093
 KK1093.The geoid height was determined by GEOID03.
 KK1093
 KK1093.The dynamic height is computed by dividing the NAVD 88
 KK1093.geopotential number by the normal gravity value computed on the
 KK1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1093.degrees latitude (g = 980.6199 gals.).
 KK1093
 KK1093.The modeled gravity was interpolated from observed gravity values.
 KK1093
 KK1093;                    North         East    Units  Estimated Accuracy
 KK1093;SPC CO C     -   494,930.      895,560.      MT  (+/- 180 meters Scaled)
 KK1093
 KK1093                          SUPERSEDED SURVEY CONTROL
 KK1093
 KK1093  NGVD 29 (??/??/92) 3095.216  (m)        10154.89   (f) ADJ UNCH    1 2
 KK1093
 KK1093.Superseded values are not recommended for survey control.
 KK1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1093.See file dsdata.txt to determine how the superseded data were derived.
 KK1093
 KK1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD382775(NAD 83)
 KK1093_MARKER: DB = BENCH MARK DISK
 KK1093_SETTING: 80 = SET IN A BOULDER
 KK1093_STAMPING: B 359 1954
 KK1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1093+STABILITY: SURFACE MOTION
 KK1093
 KK1093  HISTORY     - Date     Condition        Report By
 KK1093  HISTORY     - 1954     MONUMENTED       CGS
 KK1093
 KK1093                          STATION DESCRIPTION
 KK1093
 KK1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK1093'8.8 MI NW FROM GRANT.
 KK1093'8.8 MILES NORTHWEST ALONG A WINDING ROCKY ROAD FROM THE PLATTE
 KK1093'RIVER INN AT GRANT, 0.15 MILE SOUTH OF A SMALL WOODEN BRIDGE OVER
 KK1093'DUCK CREEK, 0.1 MILE NORTH OF A TRACK ROAD LEADING EAST, 45 FEET
 KK1093'EAST OF THE CENTER LINE OF THE ROAD, 20 FEET WEST OF THE WEST
 KK1093'BANK OF DUCK CREEK, 6 FEET WEST OF A SPRUCE TREE, 3 FEET ABOVE
 KK1093'THE GROUND, SET IN THE TOP OF A 10X14 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0038 ***********************************************************************
 KM0038  DESIGNATION -  B 36
 KM0038  PID         -  KM0038
 KM0038  STATE/COUNTY-  CO/MESA
 KM0038  USGS QUAD   -  BADGER WASH (1968)
 KM0038
 KM0038                         *CURRENT SURVEY CONTROL
 KM0038  ___________________________________________________________________
 KM0038* NAD 83(1986)-  39 15 18.     (N)    108 55 22.     (W)     SCALED    
 KM0038* NAVD 88     -      1386.627  (meters)    4549.29   (feet)  ADJUSTED  
 KM0038  ___________________________________________________________________
 KM0038  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 KM0038  DYNAMIC HT  -        1385.318 (meters)    4545.00  (feet)  COMP
 KM0038  MODELED GRAV-     979,635.5   (mgal)                       NAVD 88
 KM0038
 KM0038  VERT ORDER  -  FIRST     CLASS II
 KM0038
 KM0038.The horizontal coordinates were scaled from a topographic map and have
 KM0038.an estimated accuracy of +/- 6 seconds.
 KM0038
 KM0038.The orthometric height was determined by differential leveling
 KM0038.and adjusted by the National Geodetic Survey in June 1991..
 KM0038
 KM0038.The geoid height was determined by GEOID03.
 KM0038
 KM0038.The dynamic height is computed by dividing the NAVD 88
 KM0038.geopotential number by the normal gravity value computed on the
 KM0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0038.degrees latitude (g = 980.6199 gals.).
 KM0038
 KM0038.The modeled gravity was interpolated from observed gravity values.
 KM0038
 KM0038;                    North         East    Units  Estimated Accuracy
 KM0038;SPC CO C     -   468,180.      619,050.      MT  (+/- 180 meters Scaled)
 KM0038
 KM0038                          SUPERSEDED SURVEY CONTROL
 KM0038
 KM0038  NGVD 29 (??/??/92) 1385.560  (m)         4545.79   (f) ADJ UNCH    1 2
 KM0038
 KM0038.Superseded values are not recommended for survey control.
 KM0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0038.See file dsdata.txt to determine how the superseded data were derived.
 KM0038
 KM0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ792471(NAD 83)
 KM0038_MARKER: DB = BENCH MARK DISK
 KM0038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KM0038_SP_SET: BRIDGE PARAPET WALL
 KM0038_STAMPING: 4545.791 B 36 1933
 KM0038_MARK LOGO: CGS   
 KM0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0038+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2005
 KM0038
 KM0038  HISTORY     - Date     Condition        Report By
 KM0038  HISTORY     - 1933     MONUMENTED       CGS
 KM0038  HISTORY     - 19690622 GOOD             USGS
 KM0038  HISTORY     - 20050609 GOOD             GEOCAC
 KM0038
 KM0038                          STATION DESCRIPTION
 KM0038
 KM0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KM0038'3.9 MI NW FROM MACK.
 KM0038'3.9 MILES NORTHWEST OF ALONG U.S. HWY. 50.  AT SIDE OF HIGHWAY, AT
 KM0038'EAST END OF CONCRETE BRIDGE OVER WEST SALT CREEK, SOUTH SIDE OF
 KM0038'HIGHWAY, ON TOP OF CONCRETE PARAPET WALL, AT END OF RAILING.
 KM0038
 KM0038                          STATION RECOVERY (1969)
 KM0038
 KM0038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 KM0038'RECOVERED IN GOOD CONDITION.
 KM0038
 KM0038                          STATION RECOVERY (2005)
 KM0038
 KM0038'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1005 ***********************************************************************
 KK1005  DESIGNATION -  B 360
 KK1005  PID         -  KK1005
 KK1005  STATE/COUNTY-  CO/GRAND
 KK1005  USGS QUAD   -  BERTHOUD PASS (1957)
 KK1005
 KK1005                         *CURRENT SURVEY CONTROL
 KK1005  ___________________________________________________________________
 KK1005* NAD 83(1986)-  39 50 12.     (N)    105 45 36.     (W)     SCALED    
 KK1005* NAVD 88     -      3131.343  (meters)   10273.41   (feet)  ADJUSTED  
 KK1005  ___________________________________________________________________
 KK1005  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 KK1005  DYNAMIC HT  -        3127.457 (meters)   10260.67  (feet)  COMP
 KK1005  MODELED GRAV-     979,270.0   (mgal)                       NAVD 88
 KK1005
 KK1005  VERT ORDER  -  FIRST     CLASS II
 KK1005
 KK1005.The horizontal coordinates were scaled from a topographic map and have
 KK1005.an estimated accuracy of +/- 6 seconds.
 KK1005
 KK1005.The orthometric height was determined by differential leveling
 KK1005.and adjusted by the National Geodetic Survey in June 1991..
 KK1005
 KK1005.The geoid height was determined by GEOID03.
 KK1005
 KK1005.The dynamic height is computed by dividing the NAVD 88
 KK1005.geopotential number by the normal gravity value computed on the
 KK1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1005.degrees latitude (g = 980.6199 gals.).
 KK1005
 KK1005.The modeled gravity was interpolated from observed gravity values.
 KK1005
 KK1005;                    North         East    Units  Estimated Accuracy
 KK1005;SPC CO N     -   360,720.      892,150.      MT  (+/- 180 meters Scaled)
 KK1005
 KK1005                          SUPERSEDED SURVEY CONTROL
 KK1005
 KK1005  NGVD 29 (??/??/92) 3129.702  (m)        10268.03   (f) ADJ UNCH    1 2
 KK1005
 KK1005.Superseded values are not recommended for survey control.
 KK1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1005.See file dsdata.txt to determine how the superseded data were derived.
 KK1005
 KK1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE349099(NAD 83)
 KK1005_MARKER: DB = BENCH MARK DISK
 KK1005_SETTING: 80 = SET IN A BOULDER
 KK1005_STAMPING: B 360 1954
 KK1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1005+STABILITY: SURFACE MOTION
 KK1005
 KK1005  HISTORY     - Date     Condition        Report By
 KK1005  HISTORY     - 1954     MONUMENTED       CGS
 KK1005
 KK1005                          STATION DESCRIPTION
 KK1005
 KK1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK1005'6.4 MI S FROM WEST PORTAL.
 KK1005'6.4 MILES SOUTH ALONG U.S. HIGHWAY 40 FROM THE WEST PORTAL OF THE
 KK1005'MOFFAT TUNNEL AT WEST PORTAL, 45 FEET WEST OF THE CENTER LINE OF
 KK1005'THE HIGHWAY, 3 FEET WEST OF A STREAM, 59 FEET WEST OF A GUARD
 KK1005'RAIL, 112 FEET NORTHWEST OF THE NORTHWEST END OF A SMALL PARKING
 KK1005'AREA, 2 FEET ABOVE THE GROUND, 4 FEET ABOVE THE LEVEL OF THE
 KK1005'HIGHWAY, SET IN THE TOP OF THE WEST END OF A 3 X 5 FOOT GRANITE
 KK1005'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0731 ***********************************************************************
 LL0731  DESIGNATION -  B 361
 LL0731  PID         -  LL0731
 LL0731  STATE/COUNTY-  CO/GRAND
 LL0731  USGS QUAD   -  GRANBY (1978)
 LL0731
 LL0731                         *CURRENT SURVEY CONTROL
 LL0731  ___________________________________________________________________
 LL0731* NAD 83(1986)-  40 06 02.     (N)    105 56 55.     (W)     SCALED    
 LL0731* NAVD 88     -      2409.019  (meters)    7903.59   (feet)  ADJUSTED  
 LL0731  ___________________________________________________________________
 LL0731  GEOID HEIGHT-         -12.57  (meters)                     GEOID03
 LL0731  DYNAMIC HT  -        2406.362 (meters)    7894.87  (feet)  COMP
 LL0731  MODELED GRAV-     979,435.9   (mgal)                       NAVD 88
 LL0731
 LL0731  VERT ORDER  -  FIRST     CLASS II
 LL0731
 LL0731.The horizontal coordinates were scaled from a topographic map and have
 LL0731.an estimated accuracy of +/- 6 seconds.
 LL0731
 LL0731.The orthometric height was determined by differential leveling
 LL0731.and adjusted by the National Geodetic Survey in June 1991..
 LL0731
 LL0731.The geoid height was determined by GEOID03.
 LL0731
 LL0731.The dynamic height is computed by dividing the NAVD 88
 LL0731.geopotential number by the normal gravity value computed on the
 LL0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0731.degrees latitude (g = 980.6199 gals.).
 LL0731
 LL0731.The modeled gravity was interpolated from observed gravity values.
 LL0731
 LL0731;                    North         East    Units  Estimated Accuracy
 LL0731;SPC CO N     -   390,080.      876,150.      MT  (+/- 180 meters Scaled)
 LL0731
 LL0731                          SUPERSEDED SURVEY CONTROL
 LL0731
 LL0731  NGVD 29 (??/??/92) 2407.644  (m)         7899.08   (f) ADJ UNCH    1 2
 LL0731
 LL0731.Superseded values are not recommended for survey control.
 LL0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0731.See file dsdata.txt to determine how the superseded data were derived.
 LL0731
 LL0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE191393(NAD 83)
 LL0731_MARKER: DB = BENCH MARK DISK
 LL0731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0731_STAMPING: B 361 1954
 LL0731_MARK LOGO: CGS   
 LL0731_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0731+STABILITY: SURFACE MOTION
 LL0731
 LL0731  HISTORY     - Date     Condition        Report By
 LL0731  HISTORY     - 1954     MONUMENTED       CGS
 LL0731  HISTORY     - 19931215 GOOD             CODOT
 LL0731
 LL0731                          STATION DESCRIPTION
 LL0731
 LL0731'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LL0731'2.2 MI NW FROM GRANBY.
 LL0731'1.25 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT GRANBY,
 LL0731'THENCE 0.95 MILE NORTHEAST ALONG U.S. HIGHWAY 34, 24 FEET NORTHEAST
 LL0731'OF THE CENTER OF A WIRE GATE, 50 FEET NORTHWEST OF THE CENTER LINE
 LL0731'OF THE HIGHWAY, 1.3 FEET SOUTHEAST OF A FENCE, 1.8 FEET NORTHEAST
 LL0731'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LL0731'0.6 FOOT ABOVE THE GROUND.
 LL0731
 LL0731                          STATION RECOVERY (1993)
 LL0731
 LL0731'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1993 (LEV)
 LL0731'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0149 ***********************************************************************
 LM0149  DESIGNATION -  B 362
 LM0149  PID         -  LM0149
 LM0149  STATE/COUNTY-  CO/GRAND
 LM0149  USGS QUAD   -  RADIAL MOUNTAIN (1956)
 LM0149
 LM0149                         *CURRENT SURVEY CONTROL
 LM0149  ___________________________________________________________________
 LM0149* NAD 83(1986)-  40 20 45.     (N)    106 05 51.     (W)     SCALED    
 LM0149* NAVD 88     -      2892.542  (meters)    9489.95   (feet)  ADJUSTED  
 LM0149  ___________________________________________________________________
 LM0149  GEOID HEIGHT-         -11.99  (meters)                     GEOID03
 LM0149  DYNAMIC HT  -        2889.188 (meters)    9478.94  (feet)  COMP
 LM0149  MODELED GRAV-     979,360.2   (mgal)                       NAVD 88
 LM0149
 LM0149  VERT ORDER  -  FIRST     CLASS II
 LM0149
 LM0149.The horizontal coordinates were scaled from a topographic map and have
 LM0149.an estimated accuracy of +/- 6 seconds.
 LM0149
 LM0149.The orthometric height was determined by differential leveling
 LM0149.and adjusted by the National Geodetic Survey in June 1991..
 LM0149
 LM0149.The geoid height was determined by GEOID03.
 LM0149
 LM0149.The dynamic height is computed by dividing the NAVD 88
 LM0149.geopotential number by the normal gravity value computed on the
 LM0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0149.degrees latitude (g = 980.6199 gals.).
 LM0149
 LM0149.The modeled gravity was interpolated from observed gravity values.
 LM0149
 LM0149;                    North         East    Units  Estimated Accuracy
 LM0149;SPC CO N     -   417,390.      863,640.      MT  (+/- 180 meters Scaled)
 LM0149
 LM0149                          SUPERSEDED SURVEY CONTROL
 LM0149
 LM0149  NGVD 29 (??/??/92) 2890.977  (m)         9484.81   (f) ADJ UNCH    1 2
 LM0149
 LM0149.Superseded values are not recommended for survey control.
 LM0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0149.See file dsdata.txt to determine how the superseded data were derived.
 LM0149
 LM0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE067667(NAD 83)
 LM0149_MARKER: DB = BENCH MARK DISK
 LM0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0149_STAMPING: B 362 1954
 LM0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0149+STABILITY: SURFACE MOTION
 LM0149
 LM0149  HISTORY     - Date     Condition        Report By
 LM0149  HISTORY     - 1954     MONUMENTED       CGS
 LM0149
 LM0149                          STATION DESCRIPTION
 LM0149
 LM0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LM0149'10.95 MI SE FROM RAND.
 LM0149'10.95 MILES SOUTHEAST ALONG STATE HIGHWAY 125 FROM THE POST OFFICE AT
 LM0149'RAND, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, 35 FEET WEST OF THE
 LM0149'CENTER LINE OF THE HIGHWAY, 10 FEET NORTH OF A 6 INCH PINE TREE, 1.7
 LM0149'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LM0149'PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0074 ***********************************************************************
 LM0074  DESIGNATION -  B 363
 LM0074  PID         -  LM0074
 LM0074  STATE/COUNTY-  CO/JACKSON
 LM0074  USGS QUAD   -  WALDEN (1955)
 LM0074
 LM0074                         *CURRENT SURVEY CONTROL
 LM0074  ___________________________________________________________________
 LM0074* NAD 83(1986)-  40 44 27.     (N)    106 16 55.     (W)     SCALED    
 LM0074* NAVD 88     -      2457.423  (meters)    8062.40   (feet)  ADJUSTED  
 LM0074  ___________________________________________________________________
 LM0074  GEOID HEIGHT-         -11.96  (meters)                     GEOID03
 LM0074  DYNAMIC HT  -        2454.858 (meters)    8053.98  (feet)  COMP
 LM0074  MODELED GRAV-     979,492.2   (mgal)                       NAVD 88
 LM0074
 LM0074  VERT ORDER  -  FIRST     CLASS II
 LM0074
 LM0074.The horizontal coordinates were scaled from a topographic map and have
 LM0074.an estimated accuracy of +/- 6 seconds.
 LM0074
 LM0074.The orthometric height was determined by differential leveling
 LM0074.and adjusted by the National Geodetic Survey in June 1991..
 LM0074
 LM0074.The geoid height was determined by GEOID03.
 LM0074
 LM0074.The dynamic height is computed by dividing the NAVD 88
 LM0074.geopotential number by the normal gravity value computed on the
 LM0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0074.degrees latitude (g = 980.6199 gals.).
 LM0074
 LM0074.The modeled gravity was interpolated from observed gravity values.
 LM0074
 LM0074;                    North         East    Units  Estimated Accuracy
 LM0074;SPC CO N     -   461,370.      848,360.      MT  (+/- 180 meters Scaled)
 LM0074
 LM0074                          SUPERSEDED SURVEY CONTROL
 LM0074
 LM0074  NGVD 29 (??/??/92) 2456.040  (m)         8057.86   (f) ADJ UNCH    1 2
 LM0074
 LM0074.Superseded values are not recommended for survey control.
 LM0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0074.See file dsdata.txt to determine how the superseded data were derived.
 LM0074
 LM0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF917107(NAD 83)
 LM0074_MARKER: DB = BENCH MARK DISK
 LM0074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LM0074_SP_SET: ABUTMENT
 LM0074_STAMPING: B 363 1954
 LM0074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LM0074
 LM0074  HISTORY     - Date     Condition        Report By
 LM0074  HISTORY     - 1954     MONUMENTED       CGS
 LM0074
 LM0074                          STATION DESCRIPTION
 LM0074
 LM0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LM0074'0.7 MI NE FROM WALDEN.
 LM0074'0.7 MILE NORTHEAST ALONG STATE HIGHWAY 125 FROM THE POST OFFICE AT
 LM0074'WALDEN, 16 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 LM0074'THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF A BRIDGE
 LM0074'OVER THE MICHIGAN RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0073 ***********************************************************************
 KM0073  DESIGNATION -  B 364
 KM0073  PID         -  KM0073
 KM0073  STATE/COUNTY-  CO/MESA
 KM0073  USGS QUAD   -  GRAND JUNCTION (1973)
 KM0073
 KM0073                         *CURRENT SURVEY CONTROL
 KM0073  ___________________________________________________________________
 KM0073* NAD 83(1986)-  39 06 02.     (N)    108 33 10.     (W)     SCALED    
 KM0073* NAVD 88     -      1432.937  (meters)    4701.23   (feet)  ADJUSTED  
 KM0073  ___________________________________________________________________
 KM0073  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 KM0073  DYNAMIC HT  -        1431.557 (meters)    4696.70  (feet)  COMP
 KM0073  MODELED GRAV-     979,615.1   (mgal)                       NAVD 88
 KM0073
 KM0073  VERT ORDER  -  SECOND    CLASS 0
 KM0073
 KM0073.The horizontal coordinates were scaled from a topographic map and have
 KM0073.an estimated accuracy of +/- 6 seconds.
 KM0073
 KM0073.The orthometric height was determined by differential leveling
 KM0073.and adjusted by the National Geodetic Survey in June 1991..
 KM0073
 KM0073.The geoid height was determined by GEOID03.
 KM0073
 KM0073.The dynamic height is computed by dividing the NAVD 88
 KM0073.geopotential number by the normal gravity value computed on the
 KM0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0073.degrees latitude (g = 980.6199 gals.).
 KM0073
 KM0073.The modeled gravity was interpolated from observed gravity values.
 KM0073
 KM0073;                    North         East    Units  Estimated Accuracy
 KM0073;SPC CO C     -   449,910.      650,390.      MT  (+/- 180 meters Scaled)
 KM0073
 KM0073                          SUPERSEDED SURVEY CONTROL
 KM0073
 KM0073  NGVD 29 (??/??/92) 1431.916  (m)         4697.88   (f) ADJ UNCH    2 0
 KM0073
 KM0073.Superseded values are not recommended for survey control.
 KM0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0073.See file dsdata.txt to determine how the superseded data were derived.
 KM0073
 KM0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ116307(NAD 83)
 KM0073_MARKER: DB = BENCH MARK DISK
 KM0073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KM0073_SP_SET: CISTERN
 KM0073_STAMPING: B 364 1963
 KM0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0073
 KM0073  HISTORY     - Date     Condition        Report By
 KM0073  HISTORY     - 1963     MONUMENTED       CGS
 KM0073  HISTORY     - 1984     GOOD             NGS
 KM0073  HISTORY     - 20030209 MARK NOT FOUND   INDIV
 KM0073
 KM0073                          STATION DESCRIPTION
 KM0073
 KM0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 KM0073'IN GRAND JUNCTION.
 KM0073'FROM THE INTERSECTION OF 12TH STREET AND NORTH AVE. GO NORTH FOR 1.5
 KM0073'MILES TO THE SAINT NICHOLAS HELLENIC CHURCH ON THE LEFT.  THE MARK IS
 KM0073'SET IN THE SOUTHWEST CORNER OF A CONCRETE CISTERN BEHIND THE WEST SIDE
 KM0073'OF THE CHURCH BUILDING.  67 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 KM0073'THE CHURCH AND 31 FEET WEST NORTHWEST OF THE SOUTHWEST CORNER OF THE
 KM0073'CHURCH AND IS SET IN A DRILL HOLE IN THE SW CORNER OF A 5 X 10 FOOT
 KM0073'CONCRETE CISTERN WHICH IS FLUSH WITH THE GROUND.  THE MARK IS STAMPED
 KM0073'B 364 1963.
 KM0073
 KM0073                          STATION RECOVERY (1984)
 KM0073
 KM0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KM0073'RECOVERED IN GOOD CONDITION.
 KM0073
 KM0073                          STATION RECOVERY (2003)
 KM0073
 KM0073'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (PJM)
 KM0073'DID NOT FIND BENCHMARK. CHURCH HAS UNDERGONE RECENT CONSTRUCTION, AND
 KM0073'PARKING LOT WAS BUILT OVER THE OLD CISTERN. BENCHMARK EITHER BURIED OR
 KM0073'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0091 ***********************************************************************
 HM0091  DESIGNATION -  B 366
 HM0091  PID         -  HM0091
 HM0091  STATE/COUNTY-  CO/MONTEZUMA
 HM0091  USGS QUAD   -  MUD CREEK (1979)
 HM0091
 HM0091                         *CURRENT SURVEY CONTROL
 HM0091  ___________________________________________________________________
 HM0091* NAD 83(1986)-  37 18 14.     (N)    108 37 46.     (W)     SCALED    
 HM0091* NAVD 88     -      1798.160  (meters)    5899.46   (feet)  ADJUSTED  
 HM0091  ___________________________________________________________________
 HM0091  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 HM0091  DYNAMIC HT  -        1795.997 (meters)    5892.37  (feet)  COMP
 HM0091  MODELED GRAV-     979,364.2   (mgal)                       NAVD 88
 HM0091
 HM0091  VERT ORDER  -  FIRST     CLASS II
 HM0091
 HM0091.This mark is at Cortez-Montezuma County Airport (CEZ)
 HM0091
 HM0091.The horizontal coordinates were scaled from a topographic map and have
 HM0091.an estimated accuracy of +/- 6 seconds.
 HM0091
 HM0091.The orthometric height was determined by differential leveling
 HM0091.and adjusted by the National Geodetic Survey in April 1996..
 HM0091
 HM0091.The geoid height was determined by GEOID03.
 HM0091
 HM0091.The dynamic height is computed by dividing the NAVD 88
 HM0091.geopotential number by the normal gravity value computed on the
 HM0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0091.degrees latitude (g = 980.6199 gals.).
 HM0091
 HM0091.The modeled gravity was interpolated from observed gravity values.
 HM0091
 HM0091;                    North         East    Units  Estimated Accuracy
 HM0091;SPC CO S     -   380,170.      637,010.      MT  (+/- 180 meters Scaled)
 HM0091
 HM0091                          SUPERSEDED SURVEY CONTROL
 HM0091
 HM0091  NAVD 88 (06/15/91) 1798.199  (m)         5899.59   (f) UNKNOWN     1 2
 HM0091  NGVD 29 (??/??/92) 1797.156  (m)         5896.17   (f) ADJ UNCH    1 2
 HM0091
 HM0091.Superseded values are not recommended for survey control.
 HM0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0091.See file dsdata.txt to determine how the superseded data were derived.
 HM0091
 HM0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG100312(NAD 83)
 HM0091_MARKER: DB = BENCH MARK DISK
 HM0091_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 HM0091+WITH SETTING: PAVEMENT
 HM0091_SP_SET: FLAGPOLE BASE
 HM0091_STAMPING: B 366 1963
 HM0091_MARK LOGO: CGS   
 HM0091_MAGNETIC: N = NO MAGNETIC MATERIAL
 HM0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0091+STABILITY: SURFACE MOTION
 HM0091
 HM0091  HISTORY     - Date     Condition        Report By
 HM0091  HISTORY     - 1963     MONUMENTED       CGS
 HM0091  HISTORY     - 1979     GOOD             NGS
 HM0091  HISTORY     - 1979     GOOD             NGS
 HM0091  HISTORY     - 1984     GOOD             NGS
 HM0091  HISTORY     - 19950916 GOOD             NGS
 HM0091
 HM0091                          STATION DESCRIPTION
 HM0091
 HM0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 HM0091'IN CORTEZ.
 HM0091'AT CORTEZ, MONTEZUMA COUNTY AIRPORT, NEAR THE ADMINISTRATION BUILDING.
 HM0091'20.5 FT. E OF THE S CORNER OF THE ADMINISTRATION BUILDING. 13.4 FT.
 HM0091'SE OF THE SE SIDE OF THE ADMINISTRATION BUILDING.  1.2 FT. SW OF
 HM0091'CONCRETE WALK.  1.8 FT. NW OF FENCE.  0.5 FT. SE OF THE CENTER OF
 HM0091'FLAGPOLE.  A STANDARD DISK, STAMPED B 366 1963, SET IN A DRILL HOLE IN
 HM0091'CONCRETE BASE OF FLAGPOLE.  ACCORDING TO INFORMATION SUPPLIED BY THE
 HM0091'AIRLINES TICKET AGENT, THE FLAGPOLE BASE IS AT LEAST 8 FT. DEEP.
 HM0091
 HM0091                          STATION RECOVERY (1979)
 HM0091
 HM0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0091'RECOVERED IN GOOD CONDITION.
 HM0091
 HM0091                          STATION RECOVERY (1979)
 HM0091
 HM0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 HM0091'RECOVERED IN GOOD CONDITION.
 HM0091
 HM0091                          STATION RECOVERY (1984)
 HM0091
 HM0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HM0091'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.
 HM0091
 HM0091                          STATION RECOVERY (1995)
 HM0091
 HM0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 HM0091'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0287 ***********************************************************************
 JJ0287  DESIGNATION -  B 37
 JJ0287  PID         -  JJ0287
 JJ0287  STATE/COUNTY-  CO/CHEYENNE
 JJ0287  USGS QUAD   -  KIT CARSON (1982)
 JJ0287
 JJ0287                         *CURRENT SURVEY CONTROL
 JJ0287  ___________________________________________________________________
 JJ0287* NAD 83(1986)-  38 45 59.     (N)    102 47 32.     (W)     SCALED    
 JJ0287* NAVD 88     -      1308.719  (meters)    4293.69   (feet)  ADJUSTED  
 JJ0287  ___________________________________________________________________
 JJ0287  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 JJ0287  DYNAMIC HT  -        1307.488 (meters)    4289.65  (feet)  COMP
 JJ0287  MODELED GRAV-     979,641.6   (mgal)                       NAVD 88
 JJ0287
 JJ0287  VERT ORDER  -  FIRST     CLASS II
 JJ0287
 JJ0287.The horizontal coordinates were scaled from a topographic map and have
 JJ0287.an estimated accuracy of +/- 6 seconds.
 JJ0287
 JJ0287.The orthometric height was determined by differential leveling
 JJ0287.and adjusted by the National Geodetic Survey in June 1991..
 JJ0287
 JJ0287.The geoid height was determined by GEOID03.
 JJ0287
 JJ0287.The dynamic height is computed by dividing the NAVD 88
 JJ0287.geopotential number by the normal gravity value computed on the
 JJ0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0287.degrees latitude (g = 980.6199 gals.).
 JJ0287
 JJ0287.The modeled gravity was interpolated from observed gravity values.
 JJ0287
 JJ0287;                    North         East    Units  Estimated Accuracy
 JJ0287;SPC CO C     -   411,880.    1,149,690.      MT  (+/- 180 meters Scaled)
 JJ0287
 JJ0287                          SUPERSEDED SURVEY CONTROL
 JJ0287
 JJ0287  NGVD 29 (??/??/92) 1308.146  (m)         4291.81   (f) ADJ UNCH    1 2
 JJ0287
 JJ0287.Superseded values are not recommended for survey control.
 JJ0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0287.See file dsdata.txt to determine how the superseded data were derived.
 JJ0287
 JJ0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC918931(NAD 83)
 JJ0287_MARKER: DB = BENCH MARK DISK
 JJ0287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0287_SP_SET: CONCRETE LANDING
 JJ0287_STAMPING: B 37 1933
 JJ0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0287
 JJ0287  HISTORY     - Date     Condition        Report By
 JJ0287  HISTORY     - 1933     MONUMENTED       CGS
 JJ0287  HISTORY     - 1943     GOOD             NGS
 JJ0287  HISTORY     - 1975     MARK NOT FOUND   USGS
 JJ0287
 JJ0287                          STATION DESCRIPTION
 JJ0287
 JJ0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JJ0287'AT KIT CARSON.
 JJ0287'AT KIT CARSON, CHEYENNE COUNTY, AT THE PUBLIC SCHOOL, IN THE FRONT
 JJ0287'WALL, 27 FEET EAST OF THE SOUTHWEST CORNER OF THE BUILDING, 7.3 FEET
 JJ0287'WEST OF THE CENTER OF THE FRONT ENTRANCE, AND 2.5 FEET ABOVE THE
 JJ0287'CONCRETE LANDING.  A STANDARD DISK, STAMPED B 37 1933 AND SET
 JJ0287'VERTICALLY.
 JJ0287
 JJ0287                          STATION RECOVERY (1975)
 JJ0287
 JJ0287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JJ0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0053 ***********************************************************************
 KK0053  DESIGNATION -  B 374
 KK0053  PID         -  KK0053
 KK0053  STATE/COUNTY-  CO/ARAPAHOE
 KK0053  USGS QUAD   -  STRASBURG NW (1978)
 KK0053
 KK0053                         *CURRENT SURVEY CONTROL
 KK0053  ___________________________________________________________________
 KK0053* NAD 83(1986)-  39 44 18.     (N)    104 27 04.     (W)     SCALED    
 KK0053* NAVD 88     -      1683.334  (meters)    5522.74   (feet)  ADJUSTED  
 KK0053  ___________________________________________________________________
 KK0053  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 KK0053  DYNAMIC HT  -        1681.753 (meters)    5517.55  (feet)  COMP
 KK0053  MODELED GRAV-     979,627.4   (mgal)                       NAVD 88
 KK0053
 KK0053  VERT ORDER  -  SECOND    CLASS 0
 KK0053
 KK0053.The horizontal coordinates were scaled from a topographic map and have
 KK0053.an estimated accuracy of +/- 6 seconds.
 KK0053
 KK0053.The orthometric height was determined by differential leveling
 KK0053.and adjusted by the National Geodetic Survey in June 1991..
 KK0053
 KK0053.The geoid height was determined by GEOID03.
 KK0053
 KK0053.The dynamic height is computed by dividing the NAVD 88
 KK0053.geopotential number by the normal gravity value computed on the
 KK0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0053.degrees latitude (g = 980.6199 gals.).
 KK0053
 KK0053.The modeled gravity was interpolated from observed gravity values.
 KK0053
 KK0053;                    North         East    Units  Estimated Accuracy
 KK0053;SPC CO C     -   516,800.    1,004,310.      MT  (+/- 180 meters Scaled)
 KK0053
 KK0053                          SUPERSEDED SURVEY CONTROL
 KK0053
 KK0053  NGVD 29 (??/??/92) 1682.416  (m)         5519.73   (f) ADJ UNCH    2 0
 KK0053
 KK0053.Superseded values are not recommended for survey control.
 KK0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0053.See file dsdata.txt to determine how the superseded data were derived.
 KK0053
 KK0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED470988(NAD 83)
 KK0053_MARKER: DB = BENCH MARK DISK
 KK0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0053_STAMPING: B 374 1960
 KK0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0053+STABILITY: SURFACE MOTION
 KK0053
 KK0053  HISTORY     - Date     Condition        Report By
 KK0053  HISTORY     - 1960     MONUMENTED       CGS
 KK0053
 KK0053                          STATION DESCRIPTION
 KK0053
 KK0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KK0053'1.5 MI SW FROM BENNETT.
 KK0053'1.3 MILES WEST ALONG U.S. HIGHWAY 36 AND 40 FROM THE RAILROAD
 KK0053'STATION AT BENNETT, ADAMS COUNTY, THENCE SOUTH ON A GRAVELED ROAD
 KK0053'FOR 1.1 MILES, 104 FEET NORTH OF THE NORTH LANE OF THE INTERSTATE
 KK0053'HIGHWAY, 3.1 FEET EAST OF A WITNESS POST AND 1 FOOT NORTH OF AN
 KK0053'EAST-WEST FENCE LINE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF
 KK0053'A 10 INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 4 INCHES AND IS
 KK0053'STAMPED B 374 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0088 ***********************************************************************
 KK0088  DESIGNATION -  B 375
 KK0088  PID         -  KK0088
 KK0088  STATE/COUNTY-  CO/ARAPAHOE
 KK0088  USGS QUAD   -  PEORIA (1978)
 KK0088
 KK0088                         *CURRENT SURVEY CONTROL
 KK0088  ___________________________________________________________________
 KK0088* NAD 83(1986)-  39 37 50.     (N)    104 02 32.     (W)     SCALED    
 KK0088* NAVD 88     -      1614.108  (meters)    5295.62   (feet)  ADJUSTED  
 KK0088  ___________________________________________________________________
 KK0088  GEOID HEIGHT-         -18.83  (meters)                     GEOID03
 KK0088  DYNAMIC HT  -        1612.631 (meters)    5290.77  (feet)  COMP
 KK0088  MODELED GRAV-     979,654.1   (mgal)                       NAVD 88
 KK0088
 KK0088  VERT ORDER  -  SECOND    CLASS 0
 KK0088
 KK0088.The horizontal coordinates were scaled from a topographic map and have
 KK0088.an estimated accuracy of +/- 6 seconds.
 KK0088
 KK0088.The orthometric height was determined by differential leveling
 KK0088.and adjusted by the National Geodetic Survey in June 1991..
 KK0088
 KK0088.The geoid height was determined by GEOID03.
 KK0088
 KK0088.The dynamic height is computed by dividing the NAVD 88
 KK0088.geopotential number by the normal gravity value computed on the
 KK0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0088.degrees latitude (g = 980.6199 gals.).
 KK0088
 KK0088.The modeled gravity was interpolated from observed gravity values.
 KK0088
 KK0088;                    North         East    Units  Estimated Accuracy
 KK0088;SPC CO C     -   505,310.    1,039,550.      MT  (+/- 180 meters Scaled)
 KK0088
 KK0088                          SUPERSEDED SURVEY CONTROL
 KK0088
 KK0088  NGVD 29 (??/??/92) 1613.289  (m)         5292.93   (f) ADJ UNCH    2 0
 KK0088
 KK0088.Superseded values are not recommended for survey control.
 KK0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0088.See file dsdata.txt to determine how the superseded data were derived.
 KK0088
 KK0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED821871(NAD 83)
 KK0088_MARKER: DB = BENCH MARK DISK
 KK0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0088_STAMPING: B 375 1960
 KK0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0088+STABILITY: SURFACE MOTION
 KK0088
 KK0088  HISTORY     - Date     Condition        Report By
 KK0088  HISTORY     - 1960     MONUMENTED       CGS
 KK0088
 KK0088                          STATION DESCRIPTION
 KK0088
 KK0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KK0088'1 MI NE FROM DEER TRAIL.
 KK0088'0.3 MILE NORTH ALONG U.S. HIGHWAY 40 FROM THE RAILROAD DEPOT IN
 KK0088'DEER TRAIL, THENCE EAST AND NORTH ALONG AN OILED ROAD 1 MILE.
 KK0088'THE MARK IS 66 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 50 FEET
 KK0088'WEST OF THE CENTER OF AN OILED ROAD, 3 FEET NORTH OF A TELEPHONE
 KK0088'POLE AND 2.2 FEET SOUTH OF A METAL WITNESS POST.  IT IS A STANDARD
 KK0088'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT, WHICH
 KK0088'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0454 ***********************************************************************
 KK0454  DESIGNATION -  B 378
 KK0454  PID         -  KK0454
 KK0454  STATE/COUNTY-  CO/ARAPAHOE
 KK0454  USGS QUAD   -  PARKER (1994)
 KK0454
 KK0454                         *CURRENT SURVEY CONTROL
 KK0454  ___________________________________________________________________
 KK0454* NAD 83(1986)-  39 35 42.     (N)    104 50 37.     (W)     SCALED    
 KK0454* NAVD 88     -      1739.284  (meters)    5706.30   (feet)  POSTED    
 KK0454  ___________________________________________________________________
 KK0454  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 KK0454  DYNAMIC HT  -        1737.570 (meters)    5700.68  (feet)  COMP
 KK0454  MODELED GRAV-     979,581.5   (mgal)                       NAVD 88
 KK0454
 KK0454  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0454
 KK0454.The horizontal coordinates were scaled from a topographic map and have
 KK0454.an estimated accuracy of +/- 6 seconds.
 KK0454
 KK0454.The orthometric height was determined by differential leveling
 KK0454.and adjusted by the National Geodetic Survey in 1992..
 KK0454.No vertical observational check was made to the station.
 KK0454.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0454.was located on a no-check spur therefore a value was not computed.
 KK0454
 KK0454.The geoid height was determined by GEOID03.
 KK0454
 KK0454.The dynamic height is computed by dividing the NAVD 88
 KK0454.geopotential number by the normal gravity value computed on the
 KK0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0454.degrees latitude (g = 980.6199 gals.).
 KK0454
 KK0454.The modeled gravity was interpolated from observed gravity values.
 KK0454
 KK0454;                    North         East    Units  Estimated Accuracy
 KK0454;SPC CO C     -   500,570.      970,780.      MT  (+/- 180 meters Scaled)
 KK0454
 KK0454                          SUPERSEDED SURVEY CONTROL
 KK0454
 KK0454  NGVD 29 (??/??/92) 1738.382  (m)         5703.34   (f) ADJ UNCH    2 0
 KK0454
 KK0454.Superseded values are not recommended for survey control.
 KK0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0454.See file dsdata.txt to determine how the superseded data were derived.
 KK0454
 KK0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED134828(NAD 83)
 KK0454_MARKER: DB = BENCH MARK DISK
 KK0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0454_STAMPING: B 378 1971
 KK0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0454+STABILITY: SURFACE MOTION
 KK0454
 KK0454  HISTORY     - Date     Condition        Report By
 KK0454  HISTORY     - 1971     MONUMENTED       NGS
 KK0454  HISTORY     - 1971     GOOD             LOCSUR
 KK0454  HISTORY     - 19911118 MARK NOT FOUND   NGS
 KK0454
 KK0454                          STATION DESCRIPTION
 KK0454
 KK0454'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 KK0454'6.8 MI NW FROM PARKER.
 KK0454'FROM THE INTERSECTION OF PEORIA STREET (ROAD LEADING TO THE ARAPAHOE
 KK0454'CO. AIRPORT) AND ARAPAHOE ROAD, GO EAST ON ARAPAHOE ROAD FOR
 KK0454'0.2 MILE TO THE HIGHEST POINT OF THE HILL AND THE MARK ON THE
 KK0454'LEFT.  MARK IS LOCATED 2 FT. NORTH OF A TELEPHONE POLE, 18.4 FEET
 KK0454'NORTH OF THE NORTH EDGE OF ARAPAHOE ROAD, 29.5 FEET WEST NORTHWEST
 KK0454'OF A SIGN (ARAPAHOE CO. AIRPORT).  A STANDARD BENCH MARK DISK SET
 KK0454'IN THE TOP OF A 12 INCH CONCRETE CYLINDER FLUSH WITH GROUND LEVEL,
 KK0454'STAMPED B 378 1971.
 KK0454
 KK0454                          STATION RECOVERY (1971)
 KK0454
 KK0454'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1971
 KK0454'RECOVERED IN GOOD CONDITION.
 KK0454
 KK0454                          STATION RECOVERY (1991)
 KK0454
 KK0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KK0454'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0126 ***********************************************************************
 LN0126  DESIGNATION -  B 379
 LN0126  PID         -  LN0126
 LN0126  STATE/COUNTY-  CO/MOFFAT
 LN0126  USGS QUAD   -  SPARKS (1966)
 LN0126
 LN0126                         *CURRENT SURVEY CONTROL
 LN0126  ___________________________________________________________________
 LN0126* NAD 83(1986)-  40 59 49.     (N)    108 47 02.     (W)     SCALED    
 LN0126* NAVD 88     -      2126.655  (meters)    6977.20   (feet)  ADJUSTED  
 LN0126  ___________________________________________________________________
 LN0126  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 LN0126  DYNAMIC HT  -        2124.685 (meters)    6970.74  (feet)  COMP
 LN0126  MODELED GRAV-     979,621.3   (mgal)                       NAVD 88
 LN0126
 LN0126  VERT ORDER  -  SECOND    CLASS 0
 LN0126
 LN0126.The horizontal coordinates were scaled from a topographic map and have
 LN0126.an estimated accuracy of +/- 6 seconds.
 LN0126
 LN0126.The orthometric height was determined by differential leveling
 LN0126.and adjusted by the National Geodetic Survey in June 1991..
 LN0126
 LN0126.The geoid height was determined by GEOID03.
 LN0126
 LN0126.The dynamic height is computed by dividing the NAVD 88
 LN0126.geopotential number by the normal gravity value computed on the
 LN0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0126.degrees latitude (g = 980.6199 gals.).
 LN0126
 LN0126.The modeled gravity was interpolated from observed gravity values.
 LN0126
 LN0126;                    North         East    Units  Estimated Accuracy
 LN0126;SPC CO N     -   494,640.      638,150.      MT  (+/- 180 meters Scaled)
 LN0126
 LN0126                          SUPERSEDED SURVEY CONTROL
 LN0126
 LN0126  NGVD 29 (??/??/92) 2125.302  (m)         6972.76   (f) ADJ UNCH    2 0
 LN0126
 LN0126.Superseded values are not recommended for survey control.
 LN0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0126.See file dsdata.txt to determine how the superseded data were derived.
 LN0126
 LN0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL863407(NAD 83)
 LN0126_MARKER: DB = BENCH MARK DISK
 LN0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0126_STAMPING: B 379 1962
 LN0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0126+STABILITY: SURFACE MOTION
 LN0126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0126+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 LN0126
 LN0126  HISTORY     - Date     Condition        Report By
 LN0126  HISTORY     - 1962     MONUMENTED       CGS
 LN0126  HISTORY     - 20011003 GOOD             WYHD
 LN0126
 LN0126                          STATION DESCRIPTION
 LN0126
 LN0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0126'33.4 MI N FROM GREYSTONE.
 LN0126'9.4 MILES NORTH ALONG COUNTY ROAD 10 FROM THE STORE AND POST OFFICE AT
 LN0126'GREYSTONE, THENCE 24.0 MILE NORTH ALONG COUNTY ROAD 318, 1.0 MILE
 LN0126'SOUTH OF BENCH MARK Y 152, 30 FEET NORTH OF THE CENTER LINE OF THE
 LN0126'ROAD, 0.3 MILE SOUTH OF THE COLORADO-WYOMING STATE LINE SIGN AND
 LN0126'BRIDGE ACROSS A CREEK, 2.0 FEET WEST OF A WITNESS POST, ABOUT 1/2 FOOT
 LN0126'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LN0126'0.3 FOOT ABOVE THE GROUND.
 LN0126
 LN0126                          STATION RECOVERY (2001)
 LN0126
 LN0126'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 LN0126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0224 ***********************************************************************
 JJ0224  DESIGNATION -  B 38
 JJ0224  PID         -  JJ0224
 JJ0224  STATE/COUNTY-  CO/PROWERS
 JJ0224  USGS QUAD   -  LAMAR EAST (1979)
 JJ0224
 JJ0224                         *CURRENT SURVEY CONTROL
 JJ0224  ___________________________________________________________________
 JJ0224* NAD 83(1986)-  38 05 21.     (N)    102 37 00.     (W)     SCALED    
 JJ0224* NAVD 88     -      1102.563  (meters)    3617.33   (feet)  ADJUSTED  
 JJ0224  ___________________________________________________________________
 JJ0224  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 JJ0224  DYNAMIC HT  -        1101.508 (meters)    3613.86  (feet)  COMP
 JJ0224  MODELED GRAV-     979,635.3   (mgal)                       NAVD 88
 JJ0224
 JJ0224  VERT ORDER  -  FIRST     CLASS II
 JJ0224
 JJ0224.The horizontal coordinates were scaled from a topographic map and have
 JJ0224.an estimated accuracy of +/- 6 seconds.
 JJ0224
 JJ0224.The orthometric height was determined by differential leveling
 JJ0224.and adjusted by the National Geodetic Survey in June 1991..
 JJ0224.WARNING-Repeat measurements at this control monument indicate possible
 JJ0224.vertical movement.
 JJ0224
 JJ0224.The geoid height was determined by GEOID03.
 JJ0224
 JJ0224.The dynamic height is computed by dividing the NAVD 88
 JJ0224.geopotential number by the normal gravity value computed on the
 JJ0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0224.degrees latitude (g = 980.6199 gals.).
 JJ0224
 JJ0224.The modeled gravity was interpolated from observed gravity values.
 JJ0224
 JJ0224;                    North         East    Units  Estimated Accuracy
 JJ0224;SPC CO S     -   466,580.    1,167,290.      MT  (+/- 180 meters Scaled)
 JJ0224
 JJ0224                          SUPERSEDED SURVEY CONTROL
 JJ0224
 JJ0224  NGVD 29 (??/??/92) 1102.021  (m)         3615.55   (f) ADJ UNCH    1 2
 JJ0224
 JJ0224.Superseded values are not recommended for survey control.
 JJ0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0224.See file dsdata.txt to determine how the superseded data were derived.
 JJ0224
 JJ0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC090183(NAD 83)
 JJ0224_MARKER: DB = BENCH MARK DISK
 JJ0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0224_STAMPING: 3615.547 B 38 1933
 JJ0224_MARK LOGO: CGS   
 JJ0224_PROJECTION: PROJECTING 10 CENTIMETERS
 JJ0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0224+STABILITY: SURFACE MOTION
 JJ0224
 JJ0224  HISTORY     - Date     Condition        Report By
 JJ0224  HISTORY     - 1933     MONUMENTED       CGS
 JJ0224  HISTORY     - 1943     GOOD             NGS
 JJ0224  HISTORY     - 1968     GOOD             NGS
 JJ0224  HISTORY     - 1985     GOOD             NGS
 JJ0224
 JJ0224                          STATION DESCRIPTION
 JJ0224
 JJ0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JJ0224'AT LAMAR.
 JJ0224'AT LAMAR, PROWERS COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE
 JJ0224'RAILWAY, 161 FEET SOUTH OF THE CENTERLINE OF THE SOUTH SIDETRACK,
 JJ0224'NEAR THE INTERSECTION OF THIRD AND BEECH STREETS, 54 FEET NORTH
 JJ0224'OF THE SOUTH CURB OF BEECH STREET, AND 40 FEET EAST OF THE CENTERLINE
 JJ0224'OF THIRD STREET.  A STANDARD DISK, STAMPED 3615.547 B 38 1933 AND
 JJ0224'SET IN THE TOP OF A CONCRETE POST.
 JJ0224
 JJ0224                          STATION RECOVERY (1968)
 JJ0224
 JJ0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JJ0224'RECOVERED IN GOOD CONDITION.
 JJ0224
 JJ0224                          STATION RECOVERY (1985)
 JJ0224
 JJ0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0224'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN LAMAR, AT
 JJ0224'THE INTERSECTION OF THIRD AND BEECH STREETS, IN THE SOUTHWEST CORNER
 JJ0224'OF A VACANT LOT, 11.6 M (38.1 FT) EAST OF THE CENTER OF THIRD STREET,
 JJ0224'8.5 M (27.9 FT) NORTH OF THE CENTER OF BEECH STREET, 4.9 M (16.1 FT)
 JJ0224'SOUTH OF A 36-INCH ELM TREE, AND 3.4 M (11.2 FT) EAST OF A UTILITY
 JJ0224'POLE.
 JJ0224'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JJ0224'THE MARK IS 0.5 M ABOVE THE STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0149 ***********************************************************************
 LN0149  DESIGNATION -  B 380
 LN0149  PID         -  LN0149
 LN0149  STATE/COUNTY-  CO/MOFFAT
 LN0149  USGS QUAD   -  JACK SPRINGS (1972)
 LN0149
 LN0149                         *CURRENT SURVEY CONTROL
 LN0149  ___________________________________________________________________
 LN0149* NAD 83(1986)-  40 44 29.     (N)    108 45 53.     (W)     SCALED    
 LN0149* NAVD 88     -      1807.107  (meters)    5928.82   (feet)  ADJUSTED  
 LN0149  ___________________________________________________________________
 LN0149  GEOID HEIGHT-         -15.32  (meters)                     GEOID03
 LN0149  DYNAMIC HT  -        1805.492 (meters)    5923.52  (feet)  COMP
 LN0149  MODELED GRAV-     979,666.6   (mgal)                       NAVD 88
 LN0149
 LN0149  VERT ORDER  -  SECOND    CLASS 0
 LN0149
 LN0149.The horizontal coordinates were scaled from a topographic map and have
 LN0149.an estimated accuracy of +/- 6 seconds.
 LN0149
 LN0149.The orthometric height was determined by differential leveling
 LN0149.and adjusted by the National Geodetic Survey in June 1991..
 LN0149
 LN0149.The geoid height was determined by GEOID03.
 LN0149
 LN0149.The dynamic height is computed by dividing the NAVD 88
 LN0149.geopotential number by the normal gravity value computed on the
 LN0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0149.degrees latitude (g = 980.6199 gals.).
 LN0149
 LN0149.The modeled gravity was interpolated from observed gravity values.
 LN0149
 LN0149;                    North         East    Units  Estimated Accuracy
 LN0149;SPC CO N     -   466,220.      638,720.      MT  (+/- 180 meters Scaled)
 LN0149
 LN0149                          SUPERSEDED SURVEY CONTROL
 LN0149
 LN0149  NGVD 29 (??/??/92) 1805.859  (m)         5924.72   (f) ADJ UNCH    2 0
 LN0149
 LN0149.Superseded values are not recommended for survey control.
 LN0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0149.See file dsdata.txt to determine how the superseded data were derived.
 LN0149
 LN0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL887124(NAD 83)
 LN0149_MARKER: DB = BENCH MARK DISK
 LN0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0149_STAMPING: B 380 1962
 LN0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0149+STABILITY: SURFACE MOTION
 LN0149
 LN0149  HISTORY     - Date     Condition        Report By
 LN0149  HISTORY     - 1962     MONUMENTED       CGS
 LN0149
 LN0149                          STATION DESCRIPTION
 LN0149
 LN0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0149'11.55 MI N FROM GREYSTONE.
 LN0149'9.4 MILES NORTH ALONG COUNTY ROAD 10 FROM THE STORE AND POST OFFICE AT
 LN0149'GREYSTONE, THENCE 2.15 MILES NORTH ALONG COUNTY ROAD 318, 0.45 MILES
 LN0149'NORTH OF THE SOUTH FORK OF THE Y JUNCTION OF ROAD LEADING TO BROWNS
 LN0149'PARK, 81 FEET WEST OF THE CENTER LINE OF THE ROAD, 5.0 FEET NORTH OF A
 LN0149'WITNESS POST, ABOUT 3 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF
 LN0149'A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0009 ***********************************************************************
 LN0009  DESIGNATION -  B 381
 LN0009  PID         -  LN0009
 LN0009  STATE/COUNTY-  CO/MOFFAT
 LN0009  USGS QUAD   -  LONE MOUNTAIN (1986)
 LN0009
 LN0009                         *CURRENT SURVEY CONTROL
 LN0009  ___________________________________________________________________
 LN0009* NAD 83(1986)-  40 35 08.     (N)    108 28 11.     (W)     SCALED    
 LN0009* NAVD 88     -      1833.403  (meters)    6015.09   (feet)  ADJUSTED  
 LN0009  ___________________________________________________________________
 LN0009  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 LN0009  DYNAMIC HT  -        1831.671 (meters)    6009.41  (feet)  COMP
 LN0009  MODELED GRAV-     979,615.4   (mgal)                       NAVD 88
 LN0009
 LN0009  VERT ORDER  -  SECOND    CLASS 0
 LN0009
 LN0009.The horizontal coordinates were scaled from a topographic map and have
 LN0009.an estimated accuracy of +/- 6 seconds.
 LN0009
 LN0009.The orthometric height was determined by differential leveling
 LN0009.and adjusted by the National Geodetic Survey in June 1991..
 LN0009
 LN0009.The geoid height was determined by GEOID03.
 LN0009
 LN0009.The dynamic height is computed by dividing the NAVD 88
 LN0009.geopotential number by the normal gravity value computed on the
 LN0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0009.degrees latitude (g = 980.6199 gals.).
 LN0009
 LN0009.The modeled gravity was interpolated from observed gravity values.
 LN0009
 LN0009;                    North         East    Units  Estimated Accuracy
 LN0009;SPC CO N     -   448,050.      663,040.      MT  (+/- 180 meters Scaled)
 LN0009
 LN0009                          SUPERSEDED SURVEY CONTROL
 LN0009
 LN0009  NGVD 29 (??/??/92) 1832.087  (m)         6010.77   (f) ADJ UNCH    2 0
 LN0009
 LN0009.Superseded values are not recommended for survey control.
 LN0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0009.See file dsdata.txt to determine how the superseded data were derived.
 LN0009
 LN0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK141958(NAD 83)
 LN0009_MARKER: DB = BENCH MARK DISK
 LN0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0009_STAMPING: B 381 1962
 LN0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0009+STABILITY: SURFACE MOTION
 LN0009
 LN0009  HISTORY     - Date     Condition        Report By
 LN0009  HISTORY     - 1962     MONUMENTED       CGS
 LN0009  HISTORY     - 1982     GOOD             USGS
 LN0009
 LN0009                          STATION DESCRIPTION
 LN0009
 LN0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0009'14.0 MI SE FROM GREYSTONE.
 LN0009'14.0 MILES SOUTHEAST ALONG COUNTY ROAD 10 FROM THE STORE AND POST
 LN0009'OFFICE AT GREYSTONE, 0.15 MILE NORTHWEST OF AN 18-INCH PIPE CULVERT,
 LN0009'0.2 MILE EAST OF THE JUNCTION OF A DIRT ROAD NORTH, 57 FEET NORTH OF
 LN0009'THE CENTER LINE OF THE ROAD, 49 FEET SOUTH OF A FENCE, 2.0 FEET EAST
 LN0009'OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE ROAD, AND SET IN THE
 LN0009'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LN0009
 LN0009                          STATION RECOVERY (1982)
 LN0009
 LN0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LN0009'GREYSTONE, 14.0 MILES SOUTHEAST OF, SUNBEAN, X-RDS., THENCE 2.9 MILES
 LN0009'NORTHWEST ALONG STATE 318 TO JCT. COUNTY ROAD 10, THENCE 12.6 MILES
 LN0009'ALONG COUNTY ROAD 10 TO JCT. COUNTY ROAD 25 TO EAST END OF RIVER
 LN0009'BRIDGE, THENCE NORTHWEST 3.8 MILES ALONG COUNTY ROAD 10 TO 0.15 MILES
 LN0009'NORTHWEST OF 18' INCH PIPE CULVERT, T 7 N, R 99 W, SECTION 1, 57 FT.
 LN0009'NORTH OF CENTERLINE OF ROAD, 49 FT. SOUTH OF FENCE, A STD. TABLET
 LN0009'STAMPED B 381 1962 SET IN TOP OF A CONC. POST PROJECTING 0.5 FT.
 LN0009'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0017 ***********************************************************************
 LN0017  DESIGNATION -  B 382
 LN0017  PID         -  LN0017
 LN0017  STATE/COUNTY-  CO/MOFFAT
 LN0017  USGS QUAD   -  LONE MOUNTAIN (1986)
 LN0017
 LN0017                         *CURRENT SURVEY CONTROL
 LN0017  ___________________________________________________________________
 LN0017* NAD 83(1986)-  40 32 43.     (N)    108 25 06.     (W)     SCALED    
 LN0017* NAVD 88     -      1791.446  (meters)    5877.44   (feet)  ADJUSTED  
 LN0017  ___________________________________________________________________
 LN0017  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 LN0017  DYNAMIC HT  -        1789.762 (meters)    5871.91  (feet)  COMP
 LN0017  MODELED GRAV-     979,622.4   (mgal)                       NAVD 88
 LN0017
 LN0017  VERT ORDER  -  SECOND    CLASS 0
 LN0017
 LN0017.The horizontal coordinates were scaled from a topographic map and have
 LN0017.an estimated accuracy of +/- 6 seconds.
 LN0017
 LN0017.The orthometric height was determined by differential leveling
 LN0017.and adjusted by the National Geodetic Survey in June 1991..
 LN0017
 LN0017.The geoid height was determined by GEOID03.
 LN0017
 LN0017.The dynamic height is computed by dividing the NAVD 88
 LN0017.geopotential number by the normal gravity value computed on the
 LN0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0017.degrees latitude (g = 980.6199 gals.).
 LN0017
 LN0017.The modeled gravity was interpolated from observed gravity values.
 LN0017
 LN0017;                    North         East    Units  Estimated Accuracy
 LN0017;SPC CO N     -   443,430.      667,240.      MT  (+/- 180 meters Scaled)
 LN0017
 LN0017                          SUPERSEDED SURVEY CONTROL
 LN0017
 LN0017  NGVD 29 (??/??/92) 1790.146  (m)         5873.17   (f) ADJ UNCH    2 0
 LN0017
 LN0017.Superseded values are not recommended for survey control.
 LN0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0017.See file dsdata.txt to determine how the superseded data were derived.
 LN0017
 LN0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK186914(NAD 83)
 LN0017_MARKER: DB = BENCH MARK DISK
 LN0017_SETTING: 66 = SET IN ROCK OUTCROP
 LN0017_SP_SET: OUTCROP
 LN0017_STAMPING: B 382 1962
 LN0017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0017+STABILITY: POSITION/ELEVATION WELL
 LN0017
 LN0017  HISTORY     - Date     Condition        Report By
 LN0017  HISTORY     - 1962     MONUMENTED       CGS
 LN0017  HISTORY     - 1982     MARK NOT FOUND   USGS
 LN0017
 LN0017                          STATION DESCRIPTION
 LN0017
 LN0017'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0017'17.1 MI N FROM ELK SPRINGS.
 LN0017'0.15 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT ELK
 LN0017'SPRINGS, THENCE 0.2 MILE WEST ALONG COUNTY ROAD 14, THENCE 1.45 MILES
 LN0017'NORTH ALONG A GRADED ROAD, THENCE 15.3 MILES NORTH ALONG A TRACK ROAD,
 LN0017'AT THE SUMMIT OF A SMALL HILL, IN THE TOP OF A 3- BY 4-FOOT OUTCROP,
 LN0017'16 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 140 FEET SOUTHWEST
 LN0017'OF THE SOUTH END OF SHARP TURN SOUTH, 3.9 FEET SOUTHEAST OF A WITNESS
 LN0017'POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD.
 LN0017
 LN0017                          STATION RECOVERY (1982)
 LN0017
 LN0017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LN0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0485 ***********************************************************************
 LM0485  DESIGNATION -  B 383
 LM0485  PID         -  LM0485
 LM0485  STATE/COUNTY-  CO/RIO BLANCO
 LM0485  USGS QUAD   -  RATTLESNAKE MESA (1966)
 LM0485
 LM0485                         *CURRENT SURVEY CONTROL
 LM0485  ___________________________________________________________________
 LM0485* NAD 83(1992)-  40 02 13.84317(N)    107 52 06.32839(W)     ADJUSTED  
 LM0485* NAVD 88     -      1933.763  (meters)    6344.35   (feet)  ADJUSTED  
 LM0485  ___________________________________________________________________
 LM0485  X           -  -1,500,876.205 (meters)                     COMP
 LM0485  Y           -  -4,655,572.746 (meters)                     COMP
 LM0485  Z           -   4,082,381.211 (meters)                     COMP
 LM0485  LAPLACE CORR-          10.29  (seconds)                    DEFLEC99
 LM0485  ELLIP HEIGHT-        1918.54  (meters)          (10/21/02) GPS OBS
 LM0485  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 LM0485  DYNAMIC HT  -        1931.814 (meters)    6337.96  (feet)  COMP
 LM0485  MODELED GRAV-     979,549.4   (mgal)                       NAVD 88
 LM0485
 LM0485  HORZ ORDER  -  FIRST
 LM0485  VERT ORDER  -  SECOND    CLASS 0
 LM0485  ELLP ORDER  -  FIFTH     CLASS I
 LM0485
 LM0485.The horizontal coordinates were established by GPS observations
 LM0485.and adjusted by the National Geodetic Survey in June 2000..
 LM0485
 LM0485.The orthometric height was determined by differential leveling
 LM0485.and adjusted by the National Geodetic Survey in June 1991..
 LM0485
 LM0485.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LM0485
 LM0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0485
 LM0485.The ellipsoidal height was determined by GPS observations
 LM0485.and is referenced to NAD 83.
 LM0485
 LM0485.The geoid height was determined by GEOID03.
 LM0485
 LM0485.The dynamic height is computed by dividing the NAVD 88
 LM0485.geopotential number by the normal gravity value computed on the
 LM0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0485.degrees latitude (g = 980.6199 gals.).
 LM0485
 LM0485.The modeled gravity was interpolated from observed gravity values.
 LM0485
 LM0485;                    North         East     Units Scale Factor Converg.
 LM0485;SPC CO N     -   385,647.678   712,294.010   MT  0.99996376   -1 31 49.1
 LM0485;SPC CO N     - 1,265,245.76  2,336,917.93   sFT  0.99996376   -1 31 49.1
 LM0485;UTM  13      - 4,435,826.318   255,267.160   MT  1.00033739   -1 50 46.1
 LM0485
 LM0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0485!SPC CO N     -   0.99969911  x   0.99996376  =   0.99966289
 LM0485!UTM  13      -   0.99969911  x   1.00033739  =   1.00003640
 LM0485
 LM0485                          SUPERSEDED SURVEY CONTROL
 LM0485
 LM0485  ELLIP H (06/30/00) 1918.56   (m)                       GP(       ) 1 1
 LM0485  NAVD 88 (06/30/00) 1933.76   (m)         6344.3    (f) LEVELING    3  
 LM0485  NGVD 29 (??/??/92) 1932.471  (m)         6340.12   (f) ADJ UNCH    2 0
 LM0485
 LM0485.Superseded values are not recommended for survey control.
 LM0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0485.See file dsdata.txt to determine how the superseded data were derived.
 LM0485
 LM0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE5526735826(NAD 83)
 LM0485_MARKER: DB = BENCH MARK DISK
 LM0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0485_STAMPING: B 383 1966
 LM0485_MARK LOGO: CGS   
 LM0485_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LM0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0485+STABILITY: SURFACE MOTION
 LM0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LM0485+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1999
 LM0485
 LM0485  HISTORY     - Date     Condition        Report By
 LM0485  HISTORY     - 1966     MONUMENTED       CGS
 LM0485  HISTORY     - 19990517 GOOD             NGS
 LM0485
 LM0485                          STATION DESCRIPTION
 LM0485
 LM0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0485'2.5 MI NE FROM MEEKER.
 LM0485'1.7 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE FIRE STATION AT
 LM0485'MEEKER, THENCE 0.8 MILE EAST ALONG STATE HIGHWAY 132, 49 FEET
 LM0485'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 151 FEET NORTHWEST OF THE
 LM0485'NORTHEAST END OF A 5-FOOT PIPE CULVERT, 20.5 FEET NORTHWEST OF THE
 LM0485'NORTHWEST END OF A WIRE GATE, 1.9 FEET SOUTHWEST OF A FENCE, 3.0 FEET
 LM0485'SOUTHEAST OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY
 LM0485'AND IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 LM0485
 LM0485                          STATION RECOVERY (1999)
 LM0485
 LM0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 LM0485'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) EAST OF MEEKER, 1.3 MI
 LM0485'(2.1 KM) EAST-SOUTHEAST FROM MEEKER AIRPORT AND 0.8 MI (1.3 KM) EAST
 LM0485'OF THE INTERSECTION OF STATE HIGHWAY 13 AND COUNTY ROAD 8, IN THE
 LM0485'SOUTHWEST 1/4 OF SECTION 19, T 1 N, R 93 W.  OWNERSHIP--COUNTY ROAD
 LM0485'RIGHT-OF-WAY
 LM0485'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 13 AND
 LM0485'COUNTY ROAD 8, ABOUT 1.5 MI (2.4 KM) EAST OF MEEKER, GO 0.8 MI (1.3
 LM0485'KM) EAST ALONG COUNTY ROAD 8 TO THE STATION ON THE LEFT, OPPOSITE TO
 LM0485'RANCH ROAD SOUTH NUMBER 822
 LM0485'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 LM0485'POST PROJECTING 1 CM ABOVE THE GROUND.  IT IS 15.2 M (49.9 FT)
 LM0485'NORTHEAST FROM THE CENTER LINE OF COUNTY ROAD 8, 11.5 M (37.7 FT)
 LM0485'SOUTHWEST FROM THE CENTER OF A GATE AND TRACK ROAD LEADING TO A BARROW
 LM0485'PIT, 0.9 M (3.0 FT) EAST FROM A METAL WITNESS POST, 0.7 M (2.3 FT)
 LM0485'SOUTH FROM A RAILROAD TIE FENCE CORNER, 0.4 M (1.3 FT) WEST FROM A
 LM0485'PLASTIC WITNESS POST AND ABOUT 0.6 M (2.0 FT) ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0496 ***********************************************************************
 LM0496  DESIGNATION -  B 384
 LM0496  PID         -  LM0496
 LM0496  STATE/COUNTY-  CO/RIO BLANCO
 LM0496  USGS QUAD   -  FAWN CREEK (1987)
 LM0496
 LM0496                         *CURRENT SURVEY CONTROL
 LM0496  ___________________________________________________________________
 LM0496* NAD 83(1986)-  40 02 17.     (N)    107 31 03.     (W)     SCALED    
 LM0496* NAVD 88     -      2270.335  (meters)    7448.59   (feet)  ADJUSTED  
 LM0496  ___________________________________________________________________
 LM0496  GEOID HEIGHT-         -13.21  (meters)                     GEOID03
 LM0496  DYNAMIC HT  -        2267.926 (meters)    7440.69  (feet)  COMP
 LM0496  MODELED GRAV-     979,483.1   (mgal)                       NAVD 88
 LM0496
 LM0496  VERT ORDER  -  SECOND    CLASS 0
 LM0496
 LM0496.The horizontal coordinates were scaled from a topographic map and have
 LM0496.an estimated accuracy of +/- 6 seconds.
 LM0496
 LM0496.The orthometric height was determined by differential leveling
 LM0496.and adjusted by the National Geodetic Survey in June 1991..
 LM0496
 LM0496.The geoid height was determined by GEOID03.
 LM0496
 LM0496.The dynamic height is computed by dividing the NAVD 88
 LM0496.geopotential number by the normal gravity value computed on the
 LM0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0496.degrees latitude (g = 980.6199 gals.).
 LM0496
 LM0496.The modeled gravity was interpolated from observed gravity values.
 LM0496
 LM0496;                    North         East    Units  Estimated Accuracy
 LM0496;SPC CO N     -   385,000.      742,240.      MT  (+/- 180 meters Scaled)
 LM0496
 LM0496                          SUPERSEDED SURVEY CONTROL
 LM0496
 LM0496  NGVD 29 (??/??/92) 2268.949  (m)         7444.04   (f) ADJ UNCH    2 0
 LM0496
 LM0496.Superseded values are not recommended for survey control.
 LM0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0496.See file dsdata.txt to determine how the superseded data were derived.
 LM0496
 LM0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE852350(NAD 83)
 LM0496_MARKER: DB = BENCH MARK DISK
 LM0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0496_STAMPING: B 384 1966
 LM0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0496+STABILITY: SURFACE MOTION
 LM0496
 LM0496  HISTORY     - Date     Condition        Report By
 LM0496  HISTORY     - 1966     MONUMENTED       CGS
 LM0496
 LM0496                          STATION DESCRIPTION
 LM0496
 LM0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0496'6.9 MI NE FROM BUFORD.
 LM0496'6.9 MILES NORTHEAST ALONG STATE HIGHWAY 132 FROM THE STORE AND POST
 LM0496'OFFICE AT BUFORD, AT POINT WHERE TELEPHONE LINE CROSSES HIGHWAY, 0.05
 LM0496'MILES WEST OF POLE NUMBER 903 WITH GUY WIRE, 42 FEET NORTH OF CENTER
 LM0496'LINE OF ROAD, 1.4 FEET SOUTH OF FENCE, 1.5 FEET EAST OF WITNESS POST,
 LM0496'ABOUT 3 FEET HIGHER THAN THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 LM0496'PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0380 ***********************************************************************
 LM0380  DESIGNATION -  B 385
 LM0380  PID         -  LM0380
 LM0380  STATE/COUNTY-  CO/RIO BLANCO
 LM0380  USGS QUAD   -  RIPPLE CREEK (1977)
 LM0380
 LM0380                         *CURRENT SURVEY CONTROL
 LM0380  ___________________________________________________________________
 LM0380* NAD 83(1986)-  40 04 45.     (N)    107 19 29.     (W)     SCALED    
 LM0380* NAVD 88     -      2847.143  (meters)    9341.00   (feet)  ADJUSTED  
 LM0380  ___________________________________________________________________
 LM0380  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 LM0380  DYNAMIC HT  -        2843.885 (meters)    9330.31  (feet)  COMP
 LM0380  MODELED GRAV-     979,377.0   (mgal)                       NAVD 88
 LM0380
 LM0380  VERT ORDER  -  SECOND    CLASS 0
 LM0380
 LM0380.The horizontal coordinates were scaled from a topographic map and have
 LM0380.an estimated accuracy of +/- 6 seconds.
 LM0380
 LM0380.The orthometric height was determined by differential leveling
 LM0380.and adjusted by the National Geodetic Survey in June 1991..
 LM0380
 LM0380.The geoid height was determined by GEOID03.
 LM0380
 LM0380.The dynamic height is computed by dividing the NAVD 88
 LM0380.geopotential number by the normal gravity value computed on the
 LM0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0380.degrees latitude (g = 980.6199 gals.).
 LM0380
 LM0380.The modeled gravity was interpolated from observed gravity values.
 LM0380
 LM0380;                    North         East    Units  Estimated Accuracy
 LM0380;SPC CO N     -   389,210.      758,780.      MT  (+/- 180 meters Scaled)
 LM0380
 LM0380                          SUPERSEDED SURVEY CONTROL
 LM0380
 LM0380  NGVD 29 (??/??/92) 2845.600  (m)         9335.94   (f) ADJ UNCH    2 0
 LM0380
 LM0380.Superseded values are not recommended for survey control.
 LM0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0380.See file dsdata.txt to determine how the superseded data were derived.
 LM0380
 LM0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE017391(NAD 83)
 LM0380_MARKER: DB = BENCH MARK DISK
 LM0380_SETTING: 80 = SET IN A BOULDER
 LM0380_SP_SET: BOULDER
 LM0380_STAMPING: B 385 1966
 LM0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0380+STABILITY: SURFACE MOTION
 LM0380
 LM0380  HISTORY     - Date     Condition        Report By
 LM0380  HISTORY     - 1966     MONUMENTED       CGS
 LM0380
 LM0380                          STATION DESCRIPTION
 LM0380
 LM0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0380'20.95 MI NE FROM BUFORD.
 LM0380'20.95 MILES NORTHEAST ALONG STATE HIGHWAY 132 FROM THE STORE AND POST
 LM0380'OFFICE AT BUFORD, MIDWAY BETWEEN TWO HIGHWAY CUTS, IN THE TOP OF A 4 X
 LM0380'5-FOOT EMBEDDED BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND,
 LM0380'79 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 107 FEET NORTHEAST OF
 LM0380'THE EAST END OF ALONG CUT, 72 FEET NORTHEAST OF THE NORTH END OF A
 LM0380'PIPE CULVERT, ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0421 ***********************************************************************
 LM0421  DESIGNATION -  B 386
 LM0421  PID         -  LM0421
 LM0421  STATE/COUNTY-  CO/RIO BLANCO
 LM0421  USGS QUAD   -  SAND POINT (1966)
 LM0421
 LM0421                         *CURRENT SURVEY CONTROL
 LM0421  ___________________________________________________________________
 LM0421* NAD 83(1986)-  40 11 19.     (N)    107 07 26.     (W)     SCALED    
 LM0421* NAVD 88     -      2809.491  (meters)    9217.47   (feet)  ADJUSTED  
 LM0421  ___________________________________________________________________
 LM0421  GEOID HEIGHT-         -12.63  (meters)                     GEOID03
 LM0421  DYNAMIC HT  -        2806.544 (meters)    9207.80  (feet)  COMP
 LM0421  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 LM0421
 LM0421  VERT ORDER  -  SECOND    CLASS 0
 LM0421
 LM0421.The horizontal coordinates were scaled from a topographic map and have
 LM0421.an estimated accuracy of +/- 6 seconds.
 LM0421
 LM0421.The orthometric height was determined by differential leveling
 LM0421.and adjusted by the National Geodetic Survey in June 1991..
 LM0421
 LM0421.The geoid height was determined by GEOID03.
 LM0421
 LM0421.The dynamic height is computed by dividing the NAVD 88
 LM0421.geopotential number by the normal gravity value computed on the
 LM0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0421.degrees latitude (g = 980.6199 gals.).
 LM0421
 LM0421.The modeled gravity was interpolated from observed gravity values.
 LM0421
 LM0421;                    North         East    Units  Estimated Accuracy
 LM0421;SPC CO N     -   401,030.      776,130.      MT  (+/- 180 meters Scaled)
 LM0421
 LM0421                          SUPERSEDED SURVEY CONTROL
 LM0421
 LM0421  NGVD 29 (??/??/92) 2808.175  (m)         9213.15   (f) ADJ UNCH    2 0
 LM0421
 LM0421.Superseded values are not recommended for survey control.
 LM0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0421.See file dsdata.txt to determine how the superseded data were derived.
 LM0421
 LM0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE191508(NAD 83)
 LM0421_MARKER: DB = BENCH MARK DISK
 LM0421_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0421_SP_SET: CULVERT
 LM0421_STAMPING: B 386 1966
 LM0421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0421
 LM0421  HISTORY     - Date     Condition        Report By
 LM0421  HISTORY     - 1966     MONUMENTED       CGS
 LM0421
 LM0421                          STATION DESCRIPTION
 LM0421
 LM0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0421'13.85 MI W FROM PHIPPSBURG.
 LM0421'13.85 MILES WEST ALONG STATE HIGHWAY 132 FROM THE JUNCTION OF STATE
 LM0421'HIGHWAY 131 AT PHIPPSBURG, ON THE INSIDE OF A CURVE, IN THE TOP AND
 LM0421'0.5 FOOT NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST HEAD WALL OF
 LM0421'A 24-INCH PIPE CULVERT, 22 FEET SOUTHWEST OF THE CENTER LINE OF THE
 LM0421'HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0387 ***********************************************************************
 LM0387  DESIGNATION -  B 387
 LM0387  PID         -  LM0387
 LM0387  STATE/COUNTY-  CO/RIO BLANCO
 LM0387  USGS QUAD   -  PAGODA PEAK (1973)
 LM0387
 LM0387                         *CURRENT SURVEY CONTROL
 LM0387  ___________________________________________________________________
 LM0387* NAD 83(1986)-  40 07 37.     (N)    107 16 57.     (W)     SCALED    
 LM0387* NAVD 88     -      3040.821  (meters)    9976.43   (feet)  ADJUSTED  
 LM0387  ___________________________________________________________________
 LM0387  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 LM0387  DYNAMIC HT  -        3037.313 (meters)    9964.92  (feet)  COMP
 LM0387  MODELED GRAV-     979,359.6   (mgal)                       NAVD 88
 LM0387
 LM0387  VERT ORDER  -  SECOND    CLASS 0
 LM0387
 LM0387.The horizontal coordinates were scaled from a topographic map and have
 LM0387.an estimated accuracy of +/- 6 seconds.
 LM0387
 LM0387.The orthometric height was determined by differential leveling
 LM0387.and adjusted by the National Geodetic Survey in June 1991..
 LM0387
 LM0387.The geoid height was determined by GEOID03.
 LM0387
 LM0387.The dynamic height is computed by dividing the NAVD 88
 LM0387.geopotential number by the normal gravity value computed on the
 LM0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0387.degrees latitude (g = 980.6199 gals.).
 LM0387
 LM0387.The modeled gravity was interpolated from observed gravity values.
 LM0387
 LM0387;                    North         East    Units  Estimated Accuracy
 LM0387;SPC CO N     -   394,440.      762,490.      MT  (+/- 180 meters Scaled)
 LM0387
 LM0387                          SUPERSEDED SURVEY CONTROL
 LM0387
 LM0387  NGVD 29 (??/??/92) 3039.265  (m)         9971.32   (f) ADJ UNCH    2 0
 LM0387
 LM0387.Superseded values are not recommended for survey control.
 LM0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0387.See file dsdata.txt to determine how the superseded data were derived.
 LM0387
 LM0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE055443(NAD 83)
 LM0387_MARKER: DB = BENCH MARK DISK
 LM0387_SETTING: 80 = SET IN A BOULDER
 LM0387_SP_SET: BOULDER
 LM0387_STAMPING: B 387 1966
 LM0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0387+STABILITY: SURFACE MOTION
 LM0387
 LM0387  HISTORY     - Date     Condition        Report By
 LM0387  HISTORY     - 1966     MONUMENTED       CGS
 LM0387
 LM0387                          STATION DESCRIPTION
 LM0387
 LM0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0387'25.9 MI NE FROM BUFORD.
 LM0387'25.9 MILES NORTHEAST ALONG STATE HIGHWAY 132 FROM THE STORE AND POST
 LM0387'OFFICE AT BUFORD, ON THE OUTSIDE OF A LONG CURVE AND AT THE EAST END
 LM0387'OF A PULLOUT AREA, IN THE TOP OF A 5 X 6-FOOT EMBEDDED BOULDER WHICH
 LM0387'PROJECTS 2 FEET, 82 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 86
 LM0387'FEET NORTHWEST OF THE NORTH END OF A 30-INCH PIPE CULVERT, 4.5 FEET
 LM0387'EAST OF A WITNESS POST AND ABOUT 8 FEET ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1097 ***********************************************************************
 LL1097  DESIGNATION -  B 390
 LL1097  PID         -  LL1097
 LL1097  STATE/COUNTY-  CO/WELD
 LL1097  USGS QUAD   -  GREELEY (1980)
 LL1097
 LL1097                         *CURRENT SURVEY CONTROL
 LL1097  ___________________________________________________________________
 LL1097* NAD 83(1986)-  40 27 59.     (N)    104 41 46.     (W)     SCALED    
 LL1097* NAVD 88     -      1442.241  (meters)    4731.75   (feet)  ADJUSTED  
 LL1097  ___________________________________________________________________
 LL1097  GEOID HEIGHT-         -18.08  (meters)                     GEOID03
 LL1097  DYNAMIC HT  -        1441.015 (meters)    4727.73  (feet)  COMP
 LL1097  MODELED GRAV-     979,725.7   (mgal)                       NAVD 88
 LL1097
 LL1097  VERT ORDER  -  FIRST     CLASS II
 LL1097
 LL1097.The horizontal coordinates were scaled from a topographic map and have
 LL1097.an estimated accuracy of +/- 6 seconds.
 LL1097
 LL1097.The orthometric height was determined by differential leveling
 LL1097.and adjusted by the National Geodetic Survey in June 1991..
 LL1097
 LL1097.The geoid height was determined by GEOID03.
 LL1097
 LL1097.The dynamic height is computed by dividing the NAVD 88
 LL1097.geopotential number by the normal gravity value computed on the
 LL1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1097.degrees latitude (g = 980.6199 gals.).
 LL1097
 LL1097.The modeled gravity was interpolated from observed gravity values.
 LL1097
 LL1097;                    North         East    Units  Estimated Accuracy
 LL1097;SPC CO N     -   430,920.      982,580.      MT  (+/- 180 meters Scaled)
 LL1097
 LL1097                          SUPERSEDED SURVEY CONTROL
 LL1097
 LL1097  NGVD 29 (06/08/92) 1441.357  (m)         4728.85   (f) ADJUSTED    1 2
 LL1097
 LL1097.Superseded values are not recommended for survey control.
 LL1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1097.See file dsdata.txt to determine how the superseded data were derived.
 LL1097
 LL1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE257795(NAD 83)
 LL1097_MARKER: I = METAL ROD
 LL1097_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1097_SP_SET: STAINLESS STEEL ROD
 LL1097_STAMPING: B 390 1983
 LL1097_MARK LOGO: NGS   
 LL1097_PROJECTION: FLUSH
 LL1097_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1097_ROD/PIPE-DEPTH: 22.6 meters
 LL1097
 LL1097  HISTORY     - Date     Condition        Report By
 LL1097  HISTORY     - 1983     MONUMENTED       NGS
 LL1097
 LL1097                          STATION DESCRIPTION
 LL1097
 LL1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LL1097'4.7 KM (2.9 MI) NORTH FROM GREELEY.
 LL1097'4.7 KM (2.9 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL1097'STATION IN GREELEY, IN THE SOUTHEAST ANGLE OF A PAVED CROSSROAD,
 LL1097'12.0 METERS (39.4 FT) EAST OF THE NEAR RAIL OF THE MAIN TRACKS, 9.1
 LL1097'METERS (29.9 FT) NORTHEAST OF A UTILITY POLE WITH A GUY WIRE, 7.8
 LL1097'METERS (25.6 FT) SOUTH OF THE CENTERLINE OF A PAVED ROAD, AND 1.4
 LL1097'METERS (4.6 FT) SOUTH OF A UTILITY POLE WITH A GUY WIRE.  NOTE--ACCESS
 LL1097'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LL1097'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 LL1097'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1111 ***********************************************************************
 LL1111  DESIGNATION -  B 391
 LL1111  PID         -  LL1111
 LL1111  STATE/COUNTY-  CO/WELD
 LL1111  USGS QUAD   -  DOVER (1972)
 LL1111
 LL1111                         *CURRENT SURVEY CONTROL
 LL1111  ___________________________________________________________________
 LL1111* NAD 83(1986)-  40 49 42.     (N)    104 47 30.     (W)     SCALED    
 LL1111* NAVD 88     -      1667.039  (meters)    5469.28   (feet)  ADJUSTED  
 LL1111  ___________________________________________________________________
 LL1111  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 LL1111  DYNAMIC HT  -        1665.609 (meters)    5464.59  (feet)  COMP
 LL1111  MODELED GRAV-     979,708.2   (mgal)                       NAVD 88
 LL1111
 LL1111  VERT ORDER  -  FIRST     CLASS II
 LL1111
 LL1111.The horizontal coordinates were scaled from a topographic map and have
 LL1111.an estimated accuracy of +/- 6 seconds.
 LL1111
 LL1111.The orthometric height was determined by differential leveling
 LL1111.and adjusted by the National Geodetic Survey in June 1991..
 LL1111
 LL1111.The geoid height was determined by GEOID03.
 LL1111
 LL1111.The dynamic height is computed by dividing the NAVD 88
 LL1111.geopotential number by the normal gravity value computed on the
 LL1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1111.degrees latitude (g = 980.6199 gals.).
 LL1111
 LL1111.The modeled gravity was interpolated from observed gravity values.
 LL1111
 LL1111;                    North         East    Units  Estimated Accuracy
 LL1111;SPC CO N     -   471,040.      974,150.      MT  (+/- 180 meters Scaled)
 LL1111
 LL1111                          SUPERSEDED SURVEY CONTROL
 LL1111
 LL1111  NGVD 29 (06/08/92) 1666.095  (m)         5466.18   (f) ADJUSTED    1 2
 LL1111
 LL1111.Superseded values are not recommended for survey control.
 LL1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1111.See file dsdata.txt to determine how the superseded data were derived.
 LL1111
 LL1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF175197(NAD 83)
 LL1111_MARKER: I = METAL ROD
 LL1111_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1111_SP_SET: STAINLESS STEEL ROD
 LL1111_STAMPING: B 391 1983
 LL1111_MARK LOGO: NGS   
 LL1111_PROJECTION: FLUSH
 LL1111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1111_ROD/PIPE-DEPTH: 8.2  meters
 LL1111
 LL1111  HISTORY     - Date     Condition        Report By
 LL1111  HISTORY     - 1983     MONUMENTED       NGS
 LL1111
 LL1111                          STATION DESCRIPTION
 LL1111
 LL1111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LL1111'33.2 KM (20.6 MI) SOUTH FROM CHEYENNE WY.
 LL1111'33.2 KM (20.6 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION
 LL1111'WITH INTERSTATE HIGHWAY 80 IN CHEYENNE, 0.5 KM (0.3 MI) NORTH OF
 LL1111'MILEPOST 297, AT THE ENTRANCE TO AN OLD GRAVEL PIT, 36.6 METERS
 LL1111'(120.1 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 27.9 METERS
 LL1111'(91.5 FT) SOUTH OF UTILITY POLE 5610, 20.4 METERS (66.9 FT) NORTH OF
 LL1111'UTILITY POLE NUMBER R-3, AND 6.5 METERS (21.3 FT) NORTH OF THE CENTER
 LL1111'OF A FIELD ENTRANCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LL1111'5-INCH LOGO CAP.
 LL1111'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 LL1111'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0999 ***********************************************************************
 LL0999  DESIGNATION -  B 392
 LL0999  PID         -  LL0999
 LL0999  STATE/COUNTY-  CO/WELD
 LL0999  USGS QUAD   -  GREELEY (1980)
 LL0999
 LL0999                         *CURRENT SURVEY CONTROL
 LL0999  ___________________________________________________________________
 LL0999* NAD 83(1986)-  40 24 23.     (N)    104 41 00.     (W)     SCALED    
 LL0999* NAVD 88     -      1424.873  (meters)    4674.77   (feet)  ADJUSTED  
 LL0999  ___________________________________________________________________
 LL0999  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 LL0999  DYNAMIC HT  -        1423.655 (meters)    4670.77  (feet)  COMP
 LL0999  MODELED GRAV-     979,721.1   (mgal)                       NAVD 88
 LL0999
 LL0999  VERT ORDER  -  FIRST     CLASS II
 LL0999
 LL0999.The horizontal coordinates were scaled from a topographic map and have
 LL0999.an estimated accuracy of +/- 6 seconds.
 LL0999
 LL0999.The orthometric height was determined by differential leveling
 LL0999.and adjusted by the National Geodetic Survey in June 1991..
 LL0999
 LL0999.The geoid height was determined by GEOID03.
 LL0999
 LL0999.The dynamic height is computed by dividing the NAVD 88
 LL0999.geopotential number by the normal gravity value computed on the
 LL0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0999.degrees latitude (g = 980.6199 gals.).
 LL0999
 LL0999.The modeled gravity was interpolated from observed gravity values.
 LL0999
 LL0999;                    North         East    Units  Estimated Accuracy
 LL0999;SPC CO N     -   424,260.      983,720.      MT  (+/- 180 meters Scaled)
 LL0999
 LL0999                          SUPERSEDED SURVEY CONTROL
 LL0999
 LL0999  NGVD 29 (??/??/??) 1423.991  (m)         4671.88   (f) ADJUSTED    1 2
 LL0999
 LL0999.Superseded values are not recommended for survey control.
 LL0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0999.See file dsdata.txt to determine how the superseded data were derived.
 LL0999
 LL0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE268729(NAD 83)
 LL0999_MARKER: I = METAL ROD
 LL0999_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL0999_SP_SET: STAINLESS STEEL ROD
 LL0999_STAMPING: B 392 1983
 LL0999_MARK LOGO: NGS   
 LL0999_PROJECTION: FLUSH
 LL0999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0999_ROD/PIPE-DEPTH: 5.8  meters
 LL0999
 LL0999  HISTORY     - Date     Condition        Report By
 LL0999  HISTORY     - 1983     MONUMENTED       NGS
 LL0999  HISTORY     - 1984     GOOD             NGS
 LL0999
 LL0999                          STATION DESCRIPTION
 LL0999
 LL0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LL0999'2.0 KM (1.25 MI) SOUTH FROM GREELEY.
 LL0999'2.0 KM (1.25 MI) SOUTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL0999'STATION IN GREELEY, 18.7 METERS (61.4 FT) WEST-NORTHWEST OF A RAILROAD
 LL0999'SWITCH, 14.0 METERS (45.9 FT) WEST OF THE NEAR RAIL, AND 0.9 METER
 LL0999'(3.0 FT) NORTH OF THE WEST LEG OF A DOUBLE UTILITY POLE WITH 5 GUY
 LL0999'WIRES.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LL0999'THE MARK IS 0.9 METERS  E FROM  A WITNESS POST AND FENCE
 LL0999'THE MARK IS 1.0 M ABOVE THE TRACKS.
 LL0999
 LL0999                          STATION RECOVERY (1984)
 LL0999
 LL0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0999'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1321 ***********************************************************************
 KK1321  DESIGNATION -  B 393
 KK1321  PID         -  KK1321
 KK1321  STATE/COUNTY-  CO/DOUGLAS
 KK1321  USGS QUAD   -  GREENLAND (1969)
 KK1321
 KK1321                         *CURRENT SURVEY CONTROL
 KK1321  ___________________________________________________________________
 KK1321* NAD 83(1986)-  39 12 42.     (N)    104 52 09.     (W)     SCALED    
 KK1321* NAVD 88     -      2074.857  (meters)    6807.26   (feet)  ADJUSTED  
 KK1321  ___________________________________________________________________
 KK1321  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 KK1321  DYNAMIC HT  -        2072.591 (meters)    6799.83  (feet)  COMP
 KK1321  MODELED GRAV-     979,461.0   (mgal)                       NAVD 88
 KK1321
 KK1321  VERT ORDER  -  FIRST     CLASS II
 KK1321
 KK1321.The horizontal coordinates were scaled from a topographic map and have
 KK1321.an estimated accuracy of +/- 6 seconds.
 KK1321
 KK1321.The orthometric height was determined by differential leveling
 KK1321.and adjusted by the National Geodetic Survey in June 1991..
 KK1321
 KK1321.The geoid height was determined by GEOID03.
 KK1321
 KK1321.The dynamic height is computed by dividing the NAVD 88
 KK1321.geopotential number by the normal gravity value computed on the
 KK1321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1321.degrees latitude (g = 980.6199 gals.).
 KK1321
 KK1321.The modeled gravity was interpolated from observed gravity values.
 KK1321
 KK1321;                    North         East    Units  Estimated Accuracy
 KK1321;SPC CO C     -   458,000.      968,880.      MT  (+/- 180 meters Scaled)
 KK1321
 KK1321                          SUPERSEDED SURVEY CONTROL
 KK1321
 KK1321.No superseded survey control is available for this station.
 KK1321
 KK1321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED112402(NAD 83)
 KK1321_MARKER: I = METAL ROD
 KK1321_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1321_SP_SET: STAINLESS STEEL ROD
 KK1321_STAMPING: B 393 1983
 KK1321_MARK LOGO: NGS   
 KK1321_PROJECTION: FLUSH
 KK1321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1321_ROD/PIPE-DEPTH: 9.1  meters
 KK1321
 KK1321  HISTORY     - Date     Condition        Report By
 KK1321  HISTORY     - 1983     MONUMENTED       NGS
 KK1321
 KK1321                          STATION DESCRIPTION
 KK1321
 KK1321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1321'20.7 KM (12.8 MI) SOUTH FROM CASTLE ROCK.
 KK1321'20.7 KM (12.85 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 25 FROM ITS
 KK1321'JUNCTION WITH THE DENVER AND RIO GRANDE WESTERN RAILROAD IN CASTLE
 KK1321'ROCK, 3.2 KM (2.0 MI) NORTHWEST OF THE INTERSECTION OF COUNTY ROAD 74,
 KK1321'0.7 KM (0.45 MI) NORTHWEST OF MILEPOST 169, 0.3 KM (0.2 MI) NORTHWEST
 KK1321'OF A BOX CULVERT, 0.2 KM (0.1 MI) NORTHWEST OF A HIGHWAY INFORMATION
 KK1321'SIGN, AND 37.2 METERS (122.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 KK1321'NORTH BOUND LANES OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS
 KK1321'THROUGH A 5-INCH LOGO CAP.
 KK1321'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 KK1321'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1294 ***********************************************************************
 KK1294  DESIGNATION -  B 394
 KK1294  PID         -  KK1294
 KK1294  STATE/COUNTY-  CO/DENVER
 KK1294  USGS QUAD   -  COMMERCE CITY (1994)
 KK1294
 KK1294                         *CURRENT SURVEY CONTROL
 KK1294  ___________________________________________________________________
 KK1294* NAD 83(1992)-  39 46 47.04085(N)    104 56 26.22144(W)     ADJUSTED  
 KK1294* NAVD 88     -      1603.806  (meters)    5261.82   (feet)  ADJUSTED  
 KK1294  ___________________________________________________________________
 KK1294  X           -  -1,265,785.147 (meters)                     COMP
 KK1294  Y           -  -4,743,634.765 (meters)                     COMP
 KK1294  Z           -   4,060,235.550 (meters)                     COMP
 KK1294  LAPLACE CORR-          -6.97  (seconds)                    DEFLEC99
 KK1294  ELLIP HEIGHT-        1586.49  (meters)          (12/03/02) GPS OBS
 KK1294  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 KK1294  DYNAMIC HT  -        1602.292 (meters)    5256.85  (feet)  COMP
 KK1294  MODELED GRAV-     979,626.1   (mgal)                       NAVD 88
 KK1294
 KK1294  HORZ ORDER  -  FIRST
 KK1294  VERT ORDER  -  FIRST     CLASS II
 KK1294  ELLP ORDER  -  FOURTH    CLASS II
 KK1294
 KK1294.The horizontal coordinates were established by GPS observations
 KK1294.and adjusted by the National Geodetic Survey in May 1996..
 KK1294
 KK1294.The orthometric height was determined by differential leveling
 KK1294.and adjusted by the National Geodetic Survey in June 1991..
 KK1294
 KK1294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK1294
 KK1294.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1294
 KK1294.The ellipsoidal height was determined by GPS observations
 KK1294.and is referenced to NAD 83.
 KK1294
 KK1294.The geoid height was determined by GEOID03.
 KK1294
 KK1294.The dynamic height is computed by dividing the NAVD 88
 KK1294.geopotential number by the normal gravity value computed on the
 KK1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1294.degrees latitude (g = 980.6199 gals.).
 KK1294
 KK1294.The modeled gravity was interpolated from observed gravity values.
 KK1294
 KK1294;                    North         East     Units Scale Factor Converg.
 KK1294;SPC CO C     -   521,020.865   962,322.809   MT  1.00000602   +0 21 10.1
 KK1294;SPC CO C     - 1,709,382.62  3,157,220.75   sFT  1.00000602   +0 21 10.1
 KK1294;UTM  13      - 4,403,311.951   505,085.159   MT  0.99960032   +0 02 16.8
 KK1294
 KK1294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1294!SPC CO C     -   0.99975117  x   1.00000602  =   0.99975719
 KK1294!UTM  13      -   0.99975117  x   0.99960032  =   0.99935159
 KK1294
 KK1294                          SUPERSEDED SURVEY CONTROL
 KK1294
 KK1294  ELLIP H (05/15/96) 1586.53   (m)                       GP(       ) 3 1
 KK1294  NAVD 88 (05/15/96) 1603.81   (m)         5261.8    (f) LEVELING    3  
 KK1294  NGVD 29 (??/??/??) 1602.915  (m)         5258.90   (f) ADJUSTED    1 2
 KK1294
 KK1294.Superseded values are not recommended for survey control.
 KK1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1294.See file dsdata.txt to determine how the superseded data were derived.
 KK1294
 KK1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE0508503312(NAD 83)
 KK1294_MARKER: DB = BENCH MARK DISK
 KK1294_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KK1294_SP_SET: BRIDGE ABUTMENT
 KK1294_STAMPING: B 394 1983
 KK1294_MARK LOGO: NGS   
 KK1294_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK1294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1294+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1996
 KK1294
 KK1294  HISTORY     - Date     Condition        Report By
 KK1294  HISTORY     - 1983     MONUMENTED       NGS
 KK1294  HISTORY     - 19950929 GOOD             CHANCE
 KK1294  HISTORY     - 19960411 GOOD             MSAM
 KK1294  HISTORY     - 20010303 GOOD             METRSC
 KK1294
 KK1294                          STATION DESCRIPTION
 KK1294
 KK1294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1294'IN DENVER.
 KK1294'IN DENVER, AT THE INTERSECTION OF COLORADO BOULEVARD AND INTERSTATE
 KK1294'HIGHWAY 70, IN TOP OF AND 0.6 METER (2.0 FT) WEST OF THE EAST END OF
 KK1294'THE SOUTH CONCRETE ABUTMENT OF THE BOULEVARD OVERPASS OVER THE
 KK1294'HIGHWAY, 22.4 METERS (73.5 FT) SOUTH OF THE CENTER OF THE EAST BOUND
 KK1294'LANES OF THE HIGHWAY, 10.2 METERS (33.5 FT) WEST OF THE CENTER OF THE
 KK1294'NORTH BOUND LANES OF THE BOULEVARD, AND 8.0 METERS (26.2 FT) EAST OF
 KK1294'THE CENTER OF THE SOUTH BOUND LANES OF THE BOULEVARD.
 KK1294'THE MARK IS 0.3 M ABOVE THE BOULEVARD.
 KK1294
 KK1294                          STATION RECOVERY (1995)
 KK1294
 KK1294'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (FND)
 KK1294'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  A NEW
 KK1294'DESCRIPTION FOLLOWS$THE STATION IS LOCATED IN THE NORTH PART OF THE
 KK1294'CITY OF DENVER AT THE INTERCHANGE OF INTERSTATE HIGHWAY 70 AND
 KK1294'COLORADO BOULEVARD (STATE HIGHWAY 2) , IN THE SOUTH BRIDGE ABUTMENT OF
 KK1294'THE BRIDGE OVER INTERSTATE HIGHWAY 70, ABOUT 4 MI (6.4 KM) NORTHEAST
 KK1294'OF DOWNTOWN DENVER, 2 MI (3.2 KM) SOUTH-SOUTHWEST OF COMMERCE CITY, 6
 KK1294'MI (9.7 KM) WEST-NORTHWEST OF FITZSIMONS ARMY HOSPITAL, IN THE
 KK1294'NORTHEAST 1/4 OF SECTION 24, T 3 S, R 68 W, 6TH P.M.
 KK1294'OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION$THE STATION IS
 KK1294'LOCATED IN THE MEDIAN OF COLORADO BOULEVARD (STATE HIGHWAY 2) , IN THE
 KK1294'TOP OF A CONCRETE ABUTMENT ON THE WEST SIDE OF THE SOUTH END OF THE
 KK1294'BRIDGE OVER INTERSTATE HIGHWAY 70.  NOTE--PARK IN THE ASPHALT MEDIAN
 KK1294'TO THE SOUTH OF THE BRIDGE$THE STATION MARK IS A STANDARD NGS VERTICAL
 KK1294'CONTROL MARK DISK STAMPED --B 394 1983-- SET FLUSH IN THE TOP OF A
 KK1294'CONCRETE BRIDGE ABUTMENT. IT IS 74 FT (22.6 M) SOUTH OF THE CENTER OF
 KK1294'THE EAST BOUND LANES OF INTERSTATE HIGHWAY 70, 26 FT (7.9 M) EAST OF
 KK1294'THE CENTER OF THE SOUTH BOUND LANES OF THE BOULEVARD, 34 FT (10.4 M)
 KK1294'WEST OF THE CENTER OF THE NORTH BOUND LANES OF THE BOULEVARD, 3.5 FT
 KK1294'(1.1 M) EAST OF THE WEST EDGE OF THE ABUTMENT, 10.3 FT (3.1 M) WEST OF
 KK1294'THE EAST EDGE OF THE ABUTMENT, AND 2.2 FT (0.7 M) WEST-NORTHWEST OF A
 KK1294'CARSONITE WITNESS POST$DESCRIBED BY F.N. DREXEL
 KK1294
 KK1294                          STATION RECOVERY (1996)
 KK1294
 KK1294'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1996 (RSC)
 KK1294'RECOVERED AS DESCRIBED.
 KK1294
 KK1294                          STATION RECOVERY (2001)
 KK1294
 KK1294'RECOVERY NOTE BY METROPOLITAN STATE COLLEGE OF DENVER 2001 (HWS)
 KK1294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0830 ***********************************************************************
 JK0830  DESIGNATION -  B 395
 JK0830  PID         -  JK0830
 JK0830  STATE/COUNTY-  CO/EL PASO
 JK0830  USGS QUAD   -  BUTTES (1994)
 JK0830
 JK0830                         *CURRENT SURVEY CONTROL
 JK0830  ___________________________________________________________________
 JK0830* NAD 83(1986)-  38 36 34.     (N)    104 41 01.     (W)     SCALED    
 JK0830* NAVD 88     -      1641.400  (meters)    5385.16   (feet)  ADJUSTED  
 JK0830  ___________________________________________________________________
 JK0830  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 JK0830  DYNAMIC HT  -        1639.651 (meters)    5379.42  (feet)  COMP
 JK0830  MODELED GRAV-     979,505.3   (mgal)                       NAVD 88
 JK0830
 JK0830  VERT ORDER  -  FIRST     CLASS II
 JK0830
 JK0830.The horizontal coordinates were scaled from a topographic map and have
 JK0830.an estimated accuracy of +/- 6 seconds.
 JK0830
 JK0830.The orthometric height was determined by differential leveling
 JK0830.and adjusted by the National Geodetic Survey in June 1991..
 JK0830
 JK0830.The geoid height was determined by GEOID03.
 JK0830
 JK0830.The dynamic height is computed by dividing the NAVD 88
 JK0830.geopotential number by the normal gravity value computed on the
 JK0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0830.degrees latitude (g = 980.6199 gals.).
 JK0830
 JK0830.The modeled gravity was interpolated from observed gravity values.
 JK0830
 JK0830;                    North         East    Units  Estimated Accuracy
 JK0830;SPC CO C     -   391,270.      985,510.      MT  (+/- 180 meters Scaled)
 JK0830
 JK0830                          SUPERSEDED SURVEY CONTROL
 JK0830
 JK0830  NGVD 29 (??/??/??) 1640.419  (m)         5381.94   (f) ADJUSTED    1 2
 JK0830
 JK0830.Superseded values are not recommended for survey control.
 JK0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0830.See file dsdata.txt to determine how the superseded data were derived.
 JK0830
 JK0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC275734(NAD 83)
 JK0830_MARKER: I = METAL ROD
 JK0830_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK0830_SP_SET: STAINLESS STEEL ROD
 JK0830_STAMPING: B 395 1983
 JK0830_MARK LOGO: NGS   
 JK0830_PROJECTION: FLUSH
 JK0830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0830+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2002
 JK0830_ROD/PIPE-DEPTH: 14.0 meters
 JK0830
 JK0830  HISTORY     - Date     Condition        Report By
 JK0830  HISTORY     - 1983     MONUMENTED       NGS
 JK0830  HISTORY     - 20020510 GOOD             JCLS
 JK0830  HISTORY     - 20020512 GOOD             JCLS
 JK0830
 JK0830                          STATION DESCRIPTION
 JK0830
 JK0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JK0830'29.9 KM (18.55 MI) SOUT FROM COLORADO SPRINGS.
 JK0830'19.6 KM (12.15 MI) SOUTHERLY ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0830'RAILROAD FROM THE STATION IN COLORADO SPRINGS, THENCE 2.8 KM (1.75 MI)
 JK0830'SOUTHEASTERLY ALONG U.S. HIGHWAY 85, THENCE 7.5 KM (4.65 MI) SOUTHERLY
 JK0830'ALONG INTERSTATE HIGHWAY 25, 70.4 METERS (231.0 FT) SOUTHWEST OF THE
 JK0830'CENTER OF THE SOUTH BOUND LANES OF THE HIGHWAY, 53.6 METERS (175.9 FT)
 JK0830'SOUTHWEST OF THE SOUTHWEST END OF A HIGHWAY OVERPASS (EXIT 123),
 JK0830'8.3 METERS (27.2 FT) NORTHWEST OF THE CENTER OF A GRAVELED ROAD
 JK0830'LEADING NORTHWEST INTO THE COLORADO SPRINGS WILDLIFE AREA, AND
 JK0830'0.9 METER (3.0 FT) SOUTHEAST OF A T-FENCE CORNER.
 JK0830'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 JK0830'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 JK0830
 JK0830                          STATION RECOVERY (2002)
 JK0830
 JK0830'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 JK0830'RECOVERED IN GOOD CONDITION.
 JK0830
 JK0830                          STATION RECOVERY (2002)
 JK0830
 JK0830'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 JK0830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4694 ***********************************************************************
 DG4694  DESIGNATION -  B 397 RESET
 DG4694  PID         -  DG4694
 DG4694  STATE/COUNTY-  CO/DOUGLAS
 DG4694  USGS QUAD   -  SEDALIA (1994)
 DG4694
 DG4694                         *CURRENT SURVEY CONTROL
 DG4694  ___________________________________________________________________
 DG4694* NAD 83(1986)-  39 26 17.     (N)    104 57 24.     (W)     SCALED    
 DG4694* NAVD 88     -      1786.733  (meters)    5861.97   (feet)  ADJUSTED  
 DG4694  ___________________________________________________________________
 DG4694  GEOID HEIGHT-         -16.58  (meters)                     GEOID03
 DG4694  DYNAMIC HT  -        1784.916 (meters)    5856.01  (feet)  COMP
 DG4694  MODELED GRAV-     979,546.9   (mgal)                       NAVD 88
 DG4694
 DG4694  VERT ORDER  -  FIRST     CLASS II
 DG4694
 DG4694.The horizontal coordinates were scaled from a topographic map and have
 DG4694.an estimated accuracy of +/- 6 seconds.
 DG4694
 DG4694.The orthometric height was determined by differential leveling
 DG4694.and adjusted by the National Geodetic Survey in August 2004..
 DG4694.No vertical observational check was made to the station.
 DG4694
 DG4694.The geoid height was determined by GEOID03.
 DG4694
 DG4694.The dynamic height is computed by dividing the NAVD 88
 DG4694.geopotential number by the normal gravity value computed on the
 DG4694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4694.degrees latitude (g = 980.6199 gals.).
 DG4694
 DG4694.The modeled gravity was interpolated from observed gravity values.
 DG4694
 DG4694;                    North         East    Units  Estimated Accuracy
 DG4694;SPC CO C     -   483,080.      961,180.      MT  (+/- 180 meters Scaled)
 DG4694
 DG4694                          SUPERSEDED SURVEY CONTROL
 DG4694
 DG4694.No superseded survey control is available for this station.
 DG4694
 DG4694_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED037653(NAD 83)
 DG4694_MARKER: F = FLANGE-ENCASED ROD
 DG4694_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG4694_STAMPING: B 397 RESET 2002
 DG4694_MARK LOGO: NGS   
 DG4694_PROJECTION: RECESSED 15 CENTIMETERS
 DG4694_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4694+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2002
 DG4694_ROD/PIPE-DEPTH: 14.3 meters
 DG4694
 DG4694  HISTORY     - Date     Condition        Report By
 DG4694  HISTORY     - 20020408 MONUMENTED       NGS
 DG4694
 DG4694                          STATION DESCRIPTION
 DG4694
 DG4694'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (DBB)
 DG4694'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION (2002)
 DG4694' 
 DG4694'STATION IS ABOUT 0.4KM (0.25 MILES) SOUTHEASTERLY OF SEDALIA, CO AND
 DG4694'10.8KM (6.7 MILES) NORTHWESTERLY OF CASTLE ROCK, CO, ON THE PROPERTY
 DG4694'OF THE CHEROKEE RANCH.  THE STATION IS 44.2 METERS (145.0 FEET)
 DG4694'NORTHERLY OF THE B 397, PID KK1336.
 DG4694' 
 DG4694'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 85 AND STATE
 DG4694'HIGHWAY 67 (AKA MANHART)GO SOUTHEASTERLY FOR 0.4KM (0.25 MILES) TO A
 DG4694'PRIVATE DRIVE ON THE LEFT, GO NORTHERLY ON THE PRIVATE DRIVE FOR 44.2
 DG4694'METERS (145.0 FEET) TO THE STATION ON THE LEFT 14.4 METERS (47.2 FEET)
 DG4694'WESTERLY OF PRIVATE DRIVE.
 DG4694' 
 DG4694'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO A
 DG4694'DEPTH OF 14.3 METERS (47.0 FEET). THE ROD IS RECESSED 15 CM (0.5 FEET)
 DG4694'BELOW GROUND LEVEL AND ENCASED IN A 6-INCH DIA. PVC PIPE WITH NGS LOGO
 DG4694'CAP SURROUNDED BY CONCRETE.  THE LOGO CAP AND CONCRETE ARE SET FLUSH
 DG4694'WITH THE GROUND.  THE MARK IS 50.1 METERS (164.4 FEET) NORTHEASTERLY
 DG4694'OF A UTILITY POLE,  43.7 METERS (143.4 FEET) NORTHERLY OF FENCE LINE,
 DG4694'AND 0.5 METERS (1.6 FEET) SOUTHERLY OF NOAA CARSONITE WITNESS POST.
 DG4694'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0414 ***********************************************************************
 HM0414  DESIGNATION -  B 398
 HM0414  PID         -  HM0414
 HM0414  STATE/COUNTY-  CO/MONTEZUMA
 HM0414  USGS QUAD   -  POINT LOOKOUT (1973)
 HM0414
 HM0414                         *CURRENT SURVEY CONTROL
 HM0414  ___________________________________________________________________
 HM0414* NAD 83(1992)-  37 19 49.64093(N)    108 22 45.10723(W)     ADJUSTED  
 HM0414* NAVD 88     -      2049.711  (meters)    6724.76   (feet)  ADJUSTED  
 HM0414  ___________________________________________________________________
 HM0414  X           -  -1,601,574.096 (meters)                     COMP
 HM0414  Y           -  -4,820,352.234 (meters)                     COMP
 HM0414  Z           -   3,847,850.035 (meters)                     COMP
 HM0414  LAPLACE CORR-           4.26  (seconds)                    DEFLEC99
 HM0414  ELLIP HEIGHT-        2030.54  (meters)          (12/03/02) GPS OBS
 HM0414  GEOID HEIGHT-         -19.13  (meters)                     GEOID03
 HM0414  DYNAMIC HT  -        2047.080 (meters)    6716.13  (feet)  COMP
 HM0414  MODELED GRAV-     979,274.3   (mgal)                       NAVD 88
 HM0414
 HM0414  HORZ ORDER  -  FIRST
 HM0414  VERT ORDER  -  FIRST     CLASS II
 HM0414  ELLP ORDER  -  FOURTH    CLASS II
 HM0414
 HM0414.The horizontal coordinates were established by GPS observations
 HM0414.and adjusted by the National Geodetic Survey in July 1997..
 HM0414
 HM0414.The orthometric height was determined by differential leveling
 HM0414.and adjusted by the National Geodetic Survey in June 1991..
 HM0414
 HM0414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HM0414
 HM0414.The Laplace correction was computed from DEFLEC99 derived deflections.
 HM0414
 HM0414.The ellipsoidal height was determined by GPS observations
 HM0414.and is referenced to NAD 83.
 HM0414
 HM0414.The geoid height was determined by GEOID03.
 HM0414
 HM0414.The dynamic height is computed by dividing the NAVD 88
 HM0414.geopotential number by the normal gravity value computed on the
 HM0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0414.degrees latitude (g = 980.6199 gals.).
 HM0414
 HM0414.The modeled gravity was interpolated from observed gravity values.
 HM0414
 HM0414;                    North         East     Units Scale Factor Converg.
 HM0414;SPC CO S     -   382,402.680   659,277.621   MT  0.99998379   -1 45 57.7
 HM0414;SPC CO S     - 1,254,599.46  2,162,979.99   sFT  0.99998379   -1 45 57.7
 HM0414;UTM  12      - 4,134,753.589   732,197.389   MT  1.00026419   +1 35 24.0
 HM0414
 HM0414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0414!SPC CO S     -   0.99968146  x   0.99998379  =   0.99966525
 HM0414!UTM  12      -   0.99968146  x   1.00026419  =   0.99994556
 HM0414
 HM0414                          SUPERSEDED SURVEY CONTROL
 HM0414
 HM0414  ELLIP H (07/06/97) 2030.55   (m)                       GP(       ) 3 1
 HM0414
 HM0414.Superseded values are not recommended for survey control.
 HM0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0414.See file dsdata.txt to determine how the superseded data were derived.
 HM0414
 HM0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG3219734754(NAD 83)
 HM0414_MARKER: I = METAL ROD
 HM0414_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HM0414_SP_SET: STAINLESS STEEL ROD
 HM0414_STAMPING: B 398 1984
 HM0414_MARK LOGO: NGS   
 HM0414_PROJECTION: RECESSED 25 CENTIMETERS
 HM0414_MAGNETIC: I = MARKER IS A STEEL ROD
 HM0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HM0414+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1993
 HM0414_ROD/PIPE-DEPTH: 4.9  meters
 HM0414
 HM0414  HISTORY     - Date     Condition        Report By
 HM0414  HISTORY     - 1984     MONUMENTED       NGS
 HM0414  HISTORY     - 19930623 GOOD             NGS
 HM0414
 HM0414                          STATION DESCRIPTION
 HM0414
 HM0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0414'20.3 KM (12.6 MI) EAST FROM CORTEZ.
 HM0414'20.3 KM (12.6 MI) EASTERLY ALONG U.S. HIGHWAY 160 FROM ITS WEST
 HM0414'JUNCTION WITH U.S. HIGHWAY 666 IN CORTEZ, 0.4 KM (0.25 MI) NORTHWEST
 HM0414'OF THE INTERSECTION OF COUNTY ROAD 37, 22.6 METERS (74.1 FT) NORTHEAST
 HM0414'OF THE CENTERLINE OF THE HIGHWAY, 13.4 METERS (44.0 FT) NORTHWEST OF A
 HM0414'UTILITY POLE, 13.0 METERS (42.7 FT) EAST OF THE NORTHEAST END OF A
 HM0414'36-INCH METAL CULVERT, AND 5.4 METERS (17.7 FT) SOUTHEAST OF THE
 HM0414'CENTER OF A FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 HM0414'A 5-INCH LOGO CAP.
 HM0414'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 HM0414'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 HM0414
 HM0414                          STATION RECOVERY (1993)
 HM0414
 HM0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RSC)
 HM0414'20.3 KM (12.60 MI) EASTERLY ALONG U.  S.  HIGHWAY 160 FROM ITS WEST
 HM0414'JUNCTION WITH U.  S.  HIGHWAY 666 IN CORTEZ, 0.4 KM (0.25 MI)
 HM0414'NORTHWEST OF THE INTERSECTION OF COUNTY ROAD 37, 22.6 M (74.1 FT)
 HM0414'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13.4 M (44.0 FT) NORTHWEST
 HM0414'OF A UTILITY POLE, 13.0 M (42.7 FT) EAST OF THE NORTHEAST END OF A
 HM0414'36-INCH METAL CULVERT, AND 5.4 M (17.7 FT) SOUTHEAST OF THE CENTER OF
 HM0414'A WOODEN GATE NUMBER 36401 TO LAS MANANITAS, NOTE=ACCESS TO THE DATUM
 HM0414'POINT IS THROUGH A 5-INCH LOGO CAP.  A STAINLESS STEEL ROD SET TO THE
 HM0414'DEPTH OF 4.9 METERS (16.1 FT) ENCASED IN A PIPE RESESSED 25
 HM0414'CENTIMETERS.  0.6 M (2.0 FT) ABOVE THE HIGHWAY.  0.3 M (1.0 FT)
 HM0414'SOUTHWEST FROM A WITNESS POST AND FENCE.  1.5 M (4.9 FT)
 HM0414'WEST-NORTHWEST OF A TELEPHONE JUNCTION BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0358 ***********************************************************************
 HL0358  DESIGNATION -  B 399
 HL0358  PID         -  HL0358
 HL0358  STATE/COUNTY-  CO/CONEJOS
 HL0358  USGS QUAD   -  ANTONITO (1967)
 HL0358
 HL0358                         *CURRENT SURVEY CONTROL
 HL0358  ___________________________________________________________________
 HL0358* NAD 83(1986)-  37 01 07.     (N)    106 00 16.     (W)     SCALED    
 HL0358* NAVD 88     -      2429.380  (meters)    7970.39   (feet)  ADJUSTED  
 HL0358  ___________________________________________________________________
 HL0358  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 HL0358  DYNAMIC HT  -        2426.088 (meters)    7959.59  (feet)  COMP
 HL0358  MODELED GRAV-     979,187.9   (mgal)                       NAVD 88
 HL0358
 HL0358  VERT ORDER  -  FIRST     CLASS II
 HL0358
 HL0358.The horizontal coordinates were scaled from a topographic map and have
 HL0358.an estimated accuracy of +/- 6 seconds.
 HL0358
 HL0358.The orthometric height was determined by differential leveling
 HL0358.and adjusted by the National Geodetic Survey in June 1991..
 HL0358
 HL0358.The geoid height was determined by GEOID03.
 HL0358
 HL0358.The dynamic height is computed by dividing the NAVD 88
 HL0358.geopotential number by the normal gravity value computed on the
 HL0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0358.degrees latitude (g = 980.6199 gals.).
 HL0358
 HL0358.The modeled gravity was interpolated from observed gravity values.
 HL0358
 HL0358;                    North         East    Units  Estimated Accuracy
 HL0358;SPC CO S     -   343,980.      869,510.      MT  (+/- 180 meters Scaled)
 HL0358
 HL0358                          SUPERSEDED SURVEY CONTROL
 HL0358
 HL0358.No superseded survey control is available for this station.
 HL0358
 HL0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA106974(NAD 83)
 HL0358_MARKER: I = METAL ROD
 HL0358_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HL0358+WITH SETTING: INFORMATION.
 HL0358_SP_SET: SHALLOW-SET METAL ROD
 HL0358_STAMPING: B 399 1984
 HL0358_MARK LOGO: NGS   
 HL0358_PROJECTION: FLUSH
 HL0358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0358_ROD/PIPE-DEPTH: 1.6  meters
 HL0358
 HL0358  HISTORY     - Date     Condition        Report By
 HL0358  HISTORY     - 1984     MONUMENTED       NGS
 HL0358
 HL0358                          STATION DESCRIPTION
 HL0358
 HL0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HL0358'6.7 KM (4.15 MI) SOUTH FROM ANTONITO.
 HL0358'6.7 KM (4.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE
 HL0358'IN ANTONITO, 0.7 KM (0.45 MI) SOUTH OF MILEPOST 2, 0.5 KM (0.3 MI)
 HL0358'SOUTH OF THE INTERSECTION OF A GRAVELED ROAD LEADING WEST TO SAN
 HL0358'ANTONITO, AND 30.3 M (99.4 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 HL0358'NOTE=REFUSAL WAS REACHED AT 5.0 FT.  ACCESS TO THE DATUM POINT IS
 HL0358'THROUGH A 5-INCH LOGO CAP.
 HL0358'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 HL0358'THE MARK IS 1.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0064 ***********************************************************************
 JK0064  DESIGNATION -  B 4
 JK0064  PID         -  JK0064
 JK0064  STATE/COUNTY-  CO/PUEBLO
 JK0064  USGS QUAD   -  NORTHEAST PUEBLO (1974)
 JK0064
 JK0064                         *CURRENT SURVEY CONTROL
 JK0064  ___________________________________________________________________
 JK0064* NAD 83(1992)-  38 21 13.33883(N)    104 37 11.84477(W)     ADJUSTED  
 JK0064* NAVD 88     -      1483.615  (meters)    4867.49   (feet)  ADJUSTED  
 JK0064  ___________________________________________________________________
 JK0064  X           -  -1,264,382.163 (meters)                     COMP
 JK0064  Y           -  -4,847,115.941 (meters)                     COMP
 JK0064  Z           -   3,937,216.199 (meters)                     COMP
 JK0064  LAPLACE CORR-          -6.62  (seconds)                    DEFLEC99
 JK0064  ELLIP HEIGHT-        1464.55  (meters)          (10/21/02) GPS OBS
 JK0064  GEOID HEIGHT-         -19.10  (meters)                     GEOID03
 JK0064  DYNAMIC HT  -        1482.067 (meters)    4862.41  (feet)  COMP
 JK0064  MODELED GRAV-     979,533.7   (mgal)                       NAVD 88
 JK0064
 JK0064  HORZ ORDER  -  FIRST
 JK0064  VERT ORDER  -  FIRST     CLASS II
 JK0064  ELLP ORDER  -  FIFTH     CLASS I
 JK0064
 JK0064.The horizontal coordinates were established by GPS observations
 JK0064.and adjusted by the National Geodetic Survey in January 1997..
 JK0064
 JK0064.The orthometric height was determined by differential leveling
 JK0064.and adjusted by the National Geodetic Survey in June 1991..
 JK0064.WARNING-Repeat measurements at this control monument indicate possible
 JK0064.vertical movement.
 JK0064
 JK0064.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK0064
 JK0064.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0064
 JK0064.The ellipsoidal height was determined by GPS observations
 JK0064.and is referenced to NAD 83.
 JK0064
 JK0064.The geoid height was determined by GEOID03.
 JK0064
 JK0064.The dynamic height is computed by dividing the NAVD 88
 JK0064.geopotential number by the normal gravity value computed on the
 JK0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0064.degrees latitude (g = 980.6199 gals.).
 JK0064
 JK0064.The modeled gravity was interpolated from observed gravity values.
 JK0064
 JK0064;                    North         East     Units Scale Factor Converg.
 JK0064;SPC CO S     -   492,402.190   991,323.269   MT  0.99998644   +0 32 23.3
 JK0064;SPC CO S     - 1,615,489.52  3,252,366.43   sFT  0.99998644   +0 32 23.3
 JK0064;UTM  13      - 4,245,128.871   533,205.929   MT  0.99961358   +0 14 09.0
 JK0064
 JK0064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0064!SPC CO S     -   0.99977025  x   0.99998644  =   0.99975670
 JK0064!UTM  13      -   0.99977025  x   0.99961358  =   0.99938392
 JK0064
 JK0064                          SUPERSEDED SURVEY CONTROL
 JK0064
 JK0064  ELLIP H (01/17/97) 1464.53   (m)                       GP(       ) 1 1
 JK0064  NAVD 88 (01/17/97) 1483.62   (m)         4867.5    (f) LEVELING    3  
 JK0064  NGVD 29 (??/??/92) 1482.703  (m)         4864.50   (f) ADJ UNCH    1 2
 JK0064
 JK0064.Superseded values are not recommended for survey control.
 JK0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0064.See file dsdata.txt to determine how the superseded data were derived.
 JK0064
 JK0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC3320645129(NAD 83)
 JK0064_MARKER: DB = BENCH MARK DISK
 JK0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0064_STAMPING: B 4 1925
 JK0064_MARK LOGO: CGS   
 JK0064_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0064+STABILITY: SURFACE MOTION
 JK0064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0064+SATELLITE: SATELLITE OBSERVATIONS - May 27, 1999
 JK0064
 JK0064  HISTORY     - Date     Condition        Report By
 JK0064  HISTORY     - 1925     MONUMENTED       CGS
 JK0064  HISTORY     - 1954     GOOD             NGS
 JK0064  HISTORY     - 1983     GOOD             NGS
 JK0064  HISTORY     - 19950105 GOOD             CODOT
 JK0064  HISTORY     - 19990527 GOOD             MSAM
 JK0064  HISTORY     - 20040301 GOOD             USPSQD
 JK0064
 JK0064                          STATION DESCRIPTION
 JK0064
 JK0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JK0064'7.5 MI N FROM PUEBLO.
 JK0064'7.5 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JK0064'THE UNION STATION AT PUEBLO, 3 1/2 POLES NORTH OF MILEPOST 112,
 JK0064'150 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAYS 85 AND 87, 47.3
 JK0064'FEET WEST OF THE WEST RAIL, 30.5 FEET SOUTH OF A TELEPHONE POLE, 1
 JK0064'FOOT EAST OF A FENCE, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 JK0064'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 JK0064
 JK0064                          STATION RECOVERY (1983)
 JK0064
 JK0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JK0064'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 JK0064'0.3 METER (1.0 FT) SOUTH OF A WITNESS POST.
 JK0064
 JK0064                          STATION RECOVERY (1995)
 JK0064
 JK0064'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (MEL)
 JK0064'RECOVERED AS DESCRIBED.
 JK0064
 JK0064                          STATION RECOVERY (1999)
 JK0064
 JK0064'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 JK0064'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC.  1999 (KCH) THE
 JK0064'STATION IS LOCATED ABOUT 65 KM (40.40 MI) SOUTH-SOUTHEAST OF COLORADO
 JK0064'SPRINGS AND 10 KM (6.20 MI) NORTH OF PUEBLO.  IT IS EAST OF INTERSTATE
 JK0064'HIGHWAY 25 AT MILEPOST 104.6, IN THE NORTHWEST QUARTER OF SECTION 36,
 JK0064'T 19 S, R 65 W.  OWNERSHIP--RAILROAD RIGHT-OF-WAY
 JK0064'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 25 AND
 JK0064'U.S.  HIGHWAY 50 IN THE NORTH SECTION OF PUEBLO, GO NORTH, ON
 JK0064'INTERSTATE HIGHWAY 25 FOR 3.2 MI (5.1 KM) TO THE STATION ON THE RIGHT
 JK0064'THE MARK IS A U.S.  COAST AND GEODETIC SURVEY BENCHMARK DISK SET IN
 JK0064'THE TOP OF 30CM SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 JK0064'34.3 M (112.5 FT) NORTH OF A UTILITY POLE, 20.2 M (66.3 FT) EAST OF
 JK0064'THE EAST EDGE OF THE NORTHBOUND LANES OF INTERSTATE HIGHWAY 25, 15.2 M
 JK0064'(49.9 FT) W OF THE CENTER OF RAILROAD TRACKS, 9.9 M (32.5 FT) SOUTH OF
 JK0064'A UTILITY POLE, 0.75 M (2.46 FT) NORTH OF A 4X4 WOOD WITNESS POST, AND
 JK0064'0.29 M (0.95 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 JK0064
 JK0064                          STATION RECOVERY (2004)
 JK0064
 JK0064'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 JK0064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0034 ***********************************************************************
 JK0034  DESIGNATION -  B 40
 JK0034  PID         -  JK0034
 JK0034  STATE/COUNTY-  CO/PUEBLO
 JK0034  USGS QUAD   -  NEPESTA (1960)
 JK0034
 JK0034                         *CURRENT SURVEY CONTROL
 JK0034  ___________________________________________________________________
 JK0034* NAD 83(1986)-  38 13 17.     (N)    104 12 04.     (W)     SCALED    
 JK0034* NAVD 88     -      1351.319  (meters)    4433.45   (feet)  ADJUSTED  
 JK0034  ___________________________________________________________________
 JK0034  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 JK0034  DYNAMIC HT  -        1349.943 (meters)    4428.94  (feet)  COMP
 JK0034  MODELED GRAV-     979,564.3   (mgal)                       NAVD 88
 JK0034
 JK0034  VERT ORDER  -  FIRST     CLASS II
 JK0034
 JK0034.The horizontal coordinates were scaled from a topographic map and have
 JK0034.an estimated accuracy of +/- 6 seconds.
 JK0034
 JK0034.The orthometric height was determined by differential leveling
 JK0034.and adjusted by the National Geodetic Survey in June 1991..
 JK0034
 JK0034.The geoid height was determined by GEOID03.
 JK0034
 JK0034.The dynamic height is computed by dividing the NAVD 88
 JK0034.geopotential number by the normal gravity value computed on the
 JK0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0034.degrees latitude (g = 980.6199 gals.).
 JK0034
 JK0034.The modeled gravity was interpolated from observed gravity values.
 JK0034
 JK0034;                    North         East    Units  Estimated Accuracy
 JK0034;SPC CO S     -   478,140.    1,028,140.      MT  (+/- 180 meters Scaled)
 JK0034
 JK0034                          SUPERSEDED SURVEY CONTROL
 JK0034
 JK0034  NGVD 29 (??/??/92) 1350.543  (m)         4430.91   (f) ADJ UNCH    1 2
 JK0034
 JK0034.Superseded values are not recommended for survey control.
 JK0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0034.See file dsdata.txt to determine how the superseded data were derived.
 JK0034
 JK0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC699306(NAD 83)
 JK0034_MARKER: DB = BENCH MARK DISK
 JK0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0034_STAMPING: B 40 1933
 JK0034_MARK LOGO: CGS   
 JK0034_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0034+STABILITY: SURFACE MOTION
 JK0034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0034+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1998
 JK0034
 JK0034  HISTORY     - Date     Condition        Report By
 JK0034  HISTORY     - 1933     MONUMENTED       CGS
 JK0034  HISTORY     - 1951     GOOD             NGS
 JK0034  HISTORY     - 1985     MARK NOT FOUND   NGS
 JK0034  HISTORY     - 19980306 GOOD             CODOT
 JK0034
 JK0034                          STATION DESCRIPTION
 JK0034
 JK0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JK0034'3.8 MI E FROM BOONE.
 JK0034'3.8 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JK0034'FROM THE STATION AT BOONE, AT MILEAGE 594.85, 50 FEET EAST OF THE
 JK0034'CENTER OF A ROAD CROSSING, 46 FEET NORTH OF THE CENTERLINE OF THE
 JK0034'TRACK, AND 30 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 96.  A
 JK0034'STANDARD DISK, STAMPED B 40 1933 AND SET IN THE TOP OF A CONCRETE
 JK0034'POST.
 JK0034
 JK0034                          STATION RECOVERY (1985)
 JK0034
 JK0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JK0034'MARK NOT FOUND.
 JK0034
 JK0034                          STATION RECOVERY (1998)
 JK0034
 JK0034'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (PGG)
 JK0034'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0421 ***********************************************************************
 HK0421  DESIGNATION -  B 400
 HK0421  PID         -  HK0421
 HK0421  STATE/COUNTY-  CO/SAGUACHE
 HK0421  USGS QUAD   -  DEADMAN CAMP SW (1979)
 HK0421
 HK0421                         *CURRENT SURVEY CONTROL
 HK0421  ___________________________________________________________________
 HK0421* NAD 83(1986)-  37 50 58.     (N)    105 53 32.     (W)     SCALED    
 HK0421* NAVD 88     -      2298.757  (meters)    7541.84   (feet)  ADJUSTED  
 HK0421  ___________________________________________________________________
 HK0421  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 HK0421  DYNAMIC HT  -        2295.836 (meters)    7532.26  (feet)  COMP
 HK0421  MODELED GRAV-     979,276.7   (mgal)                       NAVD 88
 HK0421
 HK0421  VERT ORDER  -  FIRST     CLASS II
 HK0421
 HK0421.The horizontal coordinates were scaled from a topographic map and have
 HK0421.an estimated accuracy of +/- 6 seconds.
 HK0421
 HK0421.The orthometric height was determined by differential leveling
 HK0421.and adjusted by the National Geodetic Survey in June 1991..
 HK0421
 HK0421.The geoid height was determined by GEOID03.
 HK0421
 HK0421.The dynamic height is computed by dividing the NAVD 88
 HK0421.geopotential number by the normal gravity value computed on the
 HK0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0421.degrees latitude (g = 980.6199 gals.).
 HK0421
 HK0421.The modeled gravity was interpolated from observed gravity values.
 HK0421
 HK0421;                    North         East    Units  Estimated Accuracy
 HK0421;SPC CO S     -   436,140.      879,880.      MT  (+/- 180 meters Scaled)
 HK0421
 HK0421                          SUPERSEDED SURVEY CONTROL
 HK0421
 HK0421.No superseded survey control is available for this station.
 HK0421
 HK0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB215894(NAD 83)
 HK0421_MARKER: I = METAL ROD
 HK0421_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HK0421_SP_SET: STAINLESS STEEL ROD
 HK0421_STAMPING: B 400 1985
 HK0421_MARK LOGO: NGS   
 HK0421_PROJECTION: FLUSH
 HK0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0421_ROD/PIPE-DEPTH: 8.3  meters
 HK0421
 HK0421  HISTORY     - Date     Condition        Report By
 HK0421  HISTORY     - 1985     MONUMENTED       NGS
 HK0421
 HK0421                          STATION DESCRIPTION
 HK0421
 HK0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HK0421'16.7 KM (10.4 MI) SOUTH FROM MOFFAT.
 HK0421'16.7 KM (10.4 MI) SOUTHERLY ALONG STATE HIGHWAY 17 FROM THE POST
 HK0421'OFFICE IN MOFFAT, 76.2 M (250.0 FT) NORTHWEST OF MILEPOST 95, 62.5 M
 HK0421'(205.1 FT) SOUTHEAST OF UTILITY POLE NUMBER 160, AND 37.2 M (122.0 FT)
 HK0421'WEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS
 HK0421'HAD THROUGH A 5-INCH LOGO CAP.
 HK0421'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 HK0421'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0597 ***********************************************************************
 JL0597  DESIGNATION -  B 401
 JL0597  PID         -  JL0597
 JL0597  STATE/COUNTY-  CO/CHAFFEE
 JL0597  USGS QUAD   -  PONCHA PASS (1994)
 JL0597
 JL0597                         *CURRENT SURVEY CONTROL
 JL0597  ___________________________________________________________________
 JL0597* NAD 83(1986)-  38 26 38.     (N)    106 06 17.     (W)     SCALED    
 JL0597* NAVD 88     -      2600.725  (meters)    8532.55   (feet)  ADJUSTED  
 JL0597  ___________________________________________________________________
 JL0597  GEOID HEIGHT-         -14.46  (meters)                     GEOID03
 JL0597  DYNAMIC HT  -        2597.345 (meters)    8521.46  (feet)  COMP
 JL0597  MODELED GRAV-     979,235.3   (mgal)                       NAVD 88
 JL0597
 JL0597  VERT ORDER  -  FIRST     CLASS II
 JL0597
 JL0597.The horizontal coordinates were scaled from a topographic map and have
 JL0597.an estimated accuracy of +/- 6 seconds.
 JL0597
 JL0597.The orthometric height was determined by differential leveling
 JL0597.and adjusted by the National Geodetic Survey in June 1991..
 JL0597
 JL0597.The geoid height was determined by GEOID03.
 JL0597
 JL0597.The dynamic height is computed by dividing the NAVD 88
 JL0597.geopotential number by the normal gravity value computed on the
 JL0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0597.degrees latitude (g = 980.6199 gals.).
 JL0597
 JL0597.The modeled gravity was interpolated from observed gravity values.
 JL0597
 JL0597;                    North         East    Units  Estimated Accuracy
 JL0597;SPC CO C     -   372,750.      861,610.      MT  (+/- 180 meters Scaled)
 JL0597
 JL0597                          SUPERSEDED SURVEY CONTROL
 JL0597
 JL0597.No superseded survey control is available for this station.
 JL0597
 JL0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC035556(NAD 83)
 JL0597_MARKER: DB = BENCH MARK DISK
 JL0597_SETTING: 66 = SET IN ROCK OUTCROP
 JL0597_SP_SET: ROCK OUTCROP
 JL0597_STAMPING: B 401 1984
 JL0597_MARK LOGO: NGS   
 JL0597_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0597+STABILITY: POSITION/ELEVATION WELL
 JL0597
 JL0597  HISTORY     - Date     Condition        Report By
 JL0597  HISTORY     - 1984     MONUMENTED       NGS
 JL0597  HISTORY     - 1984     GOOD             NGS
 JL0597
 JL0597                          STATION DESCRIPTION
 JL0597
 JL0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0597'9.6 KM (6.0 MI) SE FROM PONCHA SPRINGS.
 JL0597'9.6 KM (6.0 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM ITS NORTH
 JL0597'JUNCTION WITH U.S. HIGHWAY 50 IN PONCHA SPRINGS, IN AN EXPOSED AREA OF
 JL0597'BEDROCK IN A HIGHWAY CUT, 0.5 KM (0.3 MI) SOUTH OF COUNTY ROAD 200,
 JL0597'54.3 M (178.1 FT) SOUTH OF THE NORTH EDGE OF THE HIGHWAY CUT, AND 9.6
 JL0597'M (31.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE=ACCESS TO THE
 JL0597'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 JL0597'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 JL0597'THE MARK IS 1.6 M ABOVE THE HIGHWAY.
 JL0597
 JL0597                          STATION RECOVERY (1984)
 JL0597
 JL0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1019 ***********************************************************************
 LL1019  DESIGNATION -  B 402
 LL1019  PID         -  LL1019
 LL1019  STATE/COUNTY-  CO/LARIMER
 LL1019  USGS QUAD   -  FORT COLLINS (1984)
 LL1019
 LL1019                         *CURRENT SURVEY CONTROL
 LL1019  ___________________________________________________________________
 LL1019* NAD 83(1986)-  40 35 40.     (N)    105 03 28.     (W)     SCALED    
 LL1019* NAVD 88     -      1507.961  (meters)    4947.37   (feet)  ADJUSTED  
 LL1019  ___________________________________________________________________
 LL1019  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 LL1019  DYNAMIC HT  -        1506.695 (meters)    4943.22  (feet)  COMP
 LL1019  MODELED GRAV-     979,732.6   (mgal)                       NAVD 88
 LL1019
 LL1019  VERT ORDER  -  FIRST     CLASS II
 LL1019
 LL1019.The horizontal coordinates were scaled from a topographic map and have
 LL1019.an estimated accuracy of +/- 6 seconds.
 LL1019
 LL1019.The orthometric height was determined by differential leveling
 LL1019.and adjusted by the National Geodetic Survey in June 1991..
 LL1019
 LL1019.The geoid height was determined by GEOID03.
 LL1019
 LL1019.The dynamic height is computed by dividing the NAVD 88
 LL1019.geopotential number by the normal gravity value computed on the
 LL1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1019.degrees latitude (g = 980.6199 gals.).
 LL1019
 LL1019.The modeled gravity was interpolated from observed gravity values.
 LL1019
 LL1019;                    North         East    Units  Estimated Accuracy
 LL1019;SPC CO N     -   444,920.      951,830.      MT  (+/- 180 meters Scaled)
 LL1019
 LL1019                          SUPERSEDED SURVEY CONTROL
 LL1019
 LL1019  NGVD 29 (??/??/??) 1507.097  (m)         4944.53   (f) ADJUSTED    1 2
 LL1019
 LL1019.Superseded values are not recommended for survey control.
 LL1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1019.See file dsdata.txt to determine how the superseded data were derived.
 LL1019
 LL1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE951937(NAD 83)
 LL1019_MARKER: DB = BENCH MARK DISK
 LL1019_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 LL1019_SP_SET: FOOTING
 LL1019_STAMPING: B 402 1984
 LL1019_MARK LOGO: NGS   
 LL1019_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL1019+STABILITY: POSITION/ELEVATION WELL
 LL1019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LL1019+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2006
 LL1019
 LL1019  HISTORY     - Date     Condition        Report By
 LL1019  HISTORY     - 1984     MONUMENTED       NGS
 LL1019  HISTORY     - 20030829 GOOD             USPSQD
 LL1019  HISTORY     - 20060802 GOOD             USPSQD
 LL1019
 LL1019                          STATION DESCRIPTION
 LL1019
 LL1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1019'IN FORT COLLINS.
 LL1019'IN FORT COLLINS, AT THE JUNCTION OF SAN CRISTO STREET AND 9TH STREET,
 LL1019'IN THE NORTH EDGE OF THE CONCRETE FOOTING FOR HIGHLINE TOWER NUMBER
 LL1019'34, 19.1 METERS (62.7 FT) SOUTH OF THE EXTENDED CENTER OF THE STREET,
 LL1019'16.6 METERS (54.5 FT) WEST OF THE CENTERLINE OF 9TH STREET, 8.8 METERS
 LL1019'(28.9 FT) SOUTH OF THE CENTER OF A GRAVELED PRIVATE DRIVE LEADING
 LL1019'WEST, 0.5 METER (1.6 FT) SOUTH OF A FENCE, AND 0.3 METER (1.0 FT)
 LL1019'SOUTH OF THE NORTH EDGE OF THE FOOTING.  NOTE--THE FOOTING IS
 LL1019'120-INCHES IN DIAMETER, 28-1/2 FEET DEEP AND SET INTO 12 FEET OF
 LL1019'BEDROCK.
 LL1019'THE MARK IS ABOVE LEVEL WITH 9TH STREET.
 LL1019
 LL1019                          STATION RECOVERY (2003)
 LL1019
 LL1019'RECOVERY NOTE BY US POWER SQUADRON 2003 (EH)
 LL1019'RECOVERED IN GOOD CONDITION.
 LL1019
 LL1019                          STATION RECOVERY (2006)
 LL1019
 LL1019'RECOVERY NOTE BY US POWER SQUADRON 2006 (EH)
 LL1019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0388 ***********************************************************************
 HM0388  DESIGNATION -  B 403
 HM0388  PID         -  HM0388
 HM0388  STATE/COUNTY-  CO/LA PLATA
 HM0388  USGS QUAD   -  HESPERUS (1963)
 HM0388
 HM0388                         *CURRENT SURVEY CONTROL
 HM0388  ___________________________________________________________________
 HM0388* NAD 83(1986)-  37 17 03.     (N)    108 01 36.     (W)     SCALED    
 HM0388* NAVD 88     -      2506.147  (meters)    8222.25   (feet)  ADJUSTED  
 HM0388  ___________________________________________________________________
 HM0388  GEOID HEIGHT-         -18.58  (meters)                     GEOID03
 HM0388  DYNAMIC HT  -        2502.772 (meters)    8211.18  (feet)  COMP
 HM0388  MODELED GRAV-     979,193.3   (mgal)                       NAVD 88
 HM0388
 HM0388  VERT ORDER  -  FIRST     CLASS II
 HM0388
 HM0388.The horizontal coordinates were scaled from a topographic map and have
 HM0388.an estimated accuracy of +/- 6 seconds.
 HM0388
 HM0388.The orthometric height was determined by differential leveling
 HM0388.and adjusted by the National Geodetic Survey in June 1991..
 HM0388
 HM0388.The geoid height was determined by GEOID03.
 HM0388
 HM0388.The dynamic height is computed by dividing the NAVD 88
 HM0388.geopotential number by the normal gravity value computed on the
 HM0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0388.degrees latitude (g = 980.6199 gals.).
 HM0388
 HM0388.The modeled gravity was interpolated from observed gravity values.
 HM0388
 HM0388;                    North         East    Units  Estimated Accuracy
 HM0388;SPC CO S     -   376,360.      690,370.      MT  (+/- 180 meters Scaled)
 HM0388
 HM0388                          SUPERSEDED SURVEY CONTROL
 HM0388
 HM0388.No superseded survey control is available for this station.
 HM0388
 HM0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG636305(NAD 83)
 HM0388_MARKER: I = METAL ROD
 HM0388_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HM0388+WITH SETTING: INFORMATION.
 HM0388_SP_SET: SHALLOW SET METAL ROD
 HM0388_STAMPING: B 403 1984
 HM0388_MARK LOGO: NGS   
 HM0388_PROJECTION: FLUSH
 HM0388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HM0388+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2004
 HM0388_ROD/PIPE-DEPTH: 1.5  meters
 HM0388
 HM0388  HISTORY     - Date     Condition        Report By
 HM0388  HISTORY     - 1984     MONUMENTED       NGS
 HM0388  HISTORY     - 20040607 GOOD             BOR
 HM0388
 HM0388                          STATION DESCRIPTION
 HM0388
 HM0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0388'15.7 KM (9.75 MI) WEST FROM DURANGO.
 HM0388'15.7 KM (9.75 MI) WESTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION
 HM0388'WITH U.S. HIGHWAY 550 IN DURANGO, 1.4 KM (0.85 MI) SOUTHEAST OF THE
 HM0388'INTERSECTION OF STATE HIGHWAY 140, 0.3 KM (0.2 MI) NORTHWEST OF A
 HM0388'POWERLINE CROSSING, 30.5 METERS (100.1 FT) SOUTHWEST OF THE CENTERLINE
 HM0388'OF THE HIGHWAY, AND 8.4 METERS (27.6 FT) SOUTHEAST OF THE CENTER OF A
 HM0388'TRACK ROAD LEADING SOUTH.  NOTE=REFUSAL WAS REACHED AT 5.0 FEET.
 HM0388'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 HM0388'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 HM0388'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 HM0388
 HM0388                          STATION RECOVERY (2004)
 HM0388
 HM0388'RECOVERY NOTE BY US BUREAU OF RECLAMATION 2004 (BB)
 HM0388'RECOVERED AS DESCRIBED, RTK POSITION OF THIS STATION IS N
 HM0388'37-17-03.24204 LATITUDE AND W 108-01-36.72064 LONGITUDE BASES FROM Z
 HM0388'398.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0354 ***********************************************************************
 HL0354  DESIGNATION -  B 404
 HL0354  PID         -  HL0354
 HL0354  STATE/COUNTY-  CO/LA PLATA
 HL0354  USGS QUAD   -  LOMA LINDA (1968)
 HL0354
 HL0354                         *CURRENT SURVEY CONTROL
 HL0354  ___________________________________________________________________
 HL0354* NAD 83(1986)-  37 13 23.     (N)    107 51 25.     (W)     SCALED    
 HL0354* NAVD 88     -      1965.841  (meters)    6449.60   (feet)  ADJUSTED  
 HL0354  ___________________________________________________________________
 HL0354  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 HL0354  DYNAMIC HT  -        1963.291 (meters)    6441.23  (feet)  COMP
 HL0354  MODELED GRAV-     979,264.6   (mgal)                       NAVD 88
 HL0354
 HL0354  VERT ORDER  -  FIRST     CLASS II
 HL0354
 HL0354.The horizontal coordinates were scaled from a topographic map and have
 HL0354.an estimated accuracy of +/- 6 seconds.
 HL0354
 HL0354.The orthometric height was determined by differential leveling
 HL0354.and adjusted by the National Geodetic Survey in June 1991..
 HL0354
 HL0354.The geoid height was determined by GEOID03.
 HL0354
 HL0354.The dynamic height is computed by dividing the NAVD 88
 HL0354.geopotential number by the normal gravity value computed on the
 HL0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0354.degrees latitude (g = 980.6199 gals.).
 HL0354
 HL0354.The modeled gravity was interpolated from observed gravity values.
 HL0354
 HL0354;                    North         East    Units  Estimated Accuracy
 HL0354;SPC CO S     -   369,190.      705,240.      MT  (+/- 180 meters Scaled)
 HL0354
 HL0354                          SUPERSEDED SURVEY CONTROL
 HL0354
 HL0354.No superseded survey control is available for this station.
 HL0354
 HL0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB465234(NAD 83)
 HL0354_MARKER: I = METAL ROD
 HL0354_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HL0354+WITH SETTING: INFORMATION.
 HL0354_SP_SET: METAL ROD DRIVEN INTO GROUND
 HL0354_STAMPING: B 404 1984
 HL0354_MARK LOGO: NGS   
 HL0354_PROJECTION: FLUSH
 HL0354_MAGNETIC: I = MARKER IS A STEEL ROD
 HL0354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0354_ROD/PIPE-DEPTH: 1.2  meters
 HL0354
 HL0354  HISTORY     - Date     Condition        Report By
 HL0354  HISTORY     - 1984     MONUMENTED       NGS
 HL0354  HISTORY     - 19920421 GOOD             NGS
 HL0354
 HL0354                          STATION DESCRIPTION
 HL0354
 HL0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HL0354'5.8 KM (3.6 MI) SOUTH FROM DURANGO.
 HL0354'5.8 KM (3.6 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM ITS NORTH
 HL0354'JUNCTION WITH U.S. HIGHWAY 160 IN DURANGO, 49.3 METERS (161.7 FT)
 HL0354'SOUTHEAST OF THE CENTER OF AN ACCESS ROAD, 39.3 METERS (112.5 FT)
 HL0354'SOUTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY,
 HL0354'28.6 METERS (93.8 FT) NORTHWEST OF THE CENTER OF THE ENTRANCE TO
 HL0354'BUILDING NUMBER G20-00-02, 13.4 METERS (44.0 FT) SOUTHWEST OF THE
 HL0354'CENTERLINE OF A FRONTAGE ROAD, 0.8 METER (2.6 FT) SOUTHEAST OF THE
 HL0354'NORTHWEST CORNER OF A CHAIN LINK FENCE AROUND THE STATE HIGHWAY
 HL0354'DEPARTMENT DISTRICT 5 MAINTENANCE YARD, AND 0.5 METER (1.6 FT)
 HL0354'NORTHEAST OF A FENCE.  NOTE=REFUSAL WAS REACHED AT 4.0 FEET.  ACCESS
 HL0354'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 HL0354'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 HL0354'THE MARK IS 1.0 M BELOW THE FRONTAGE ROAD.
 HL0354
 HL0354                          STATION RECOVERY (1992)
 HL0354
 HL0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HL0354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0873 ***********************************************************************
 JK0873  DESIGNATION -  B 405
 JK0873  PID         -  JK0873
 JK0873  STATE/COUNTY-  CO/EL PASO
 JK0873  USGS QUAD   -  FOUNTAIN (1994)
 JK0873
 JK0873                         *CURRENT SURVEY CONTROL
 JK0873  ___________________________________________________________________
 JK0873* NAD 83(1986)-  38 40 26.     (N)    104 44 45.     (W)     SCALED    
 JK0873* NAVD 88     -      1761.661  (meters)    5779.72   (feet)  ADJUSTED  
 JK0873  ___________________________________________________________________
 JK0873  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 JK0873  DYNAMIC HT  -        1759.783 (meters)    5773.55  (feet)  COMP
 JK0873  MODELED GRAV-     979,499.6   (mgal)                       NAVD 88
 JK0873
 JK0873  VERT ORDER  -  FIRST     CLASS II
 JK0873
 JK0873.The horizontal coordinates were scaled from a topographic map and have
 JK0873.an estimated accuracy of +/- 6 seconds.
 JK0873
 JK0873.The orthometric height was determined by differential leveling
 JK0873.and adjusted by the National Geodetic Survey in June 1991..
 JK0873
 JK0873.The geoid height was determined by GEOID03.
 JK0873
 JK0873.The dynamic height is computed by dividing the NAVD 88
 JK0873.geopotential number by the normal gravity value computed on the
 JK0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0873.degrees latitude (g = 980.6199 gals.).
 JK0873
 JK0873.The modeled gravity was interpolated from observed gravity values.
 JK0873
 JK0873;                    North         East    Units  Estimated Accuracy
 JK0873;SPC CO C     -   398,380.      980,030.      MT  (+/- 180 meters Scaled)
 JK0873
 JK0873                          SUPERSEDED SURVEY CONTROL
 JK0873
 JK0873  NGVD 29 (??/??/??) 1760.672  (m)         5776.47   (f) ADJUSTED    1 2
 JK0873
 JK0873.Superseded values are not recommended for survey control.
 JK0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0873.See file dsdata.txt to determine how the superseded data were derived.
 JK0873
 JK0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC221806(NAD 83)
 JK0873_MARKER: F = FLANGE-ENCASED ROD
 JK0873_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK0873_SP_SET: STAINLESS STEEL ROD
 JK0873_STAMPING: B 405 1984
 JK0873_MARK LOGO: NGS   
 JK0873_PROJECTION: FLUSH
 JK0873_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK0873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0873+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2005
 JK0873_ROD/PIPE-DEPTH: 8.10 meters
 JK0873
 JK0873  HISTORY     - Date     Condition        Report By
 JK0873  HISTORY     - 1984     MONUMENTED       NGS
 JK0873  HISTORY     - 2002     GOOD             ZYLSTR
 JK0873  HISTORY     - 20051216 GOOD             CLSI
 JK0873
 JK0873                          STATION DESCRIPTION
 JK0873
 JK0873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0873'3.1 KM (1.95 MI) SE FROM FORT CARSON.
 JK0873'3.1 KM (1.95 MI) SOUTHEASTERLY ALONG WILDERNESS ROAD (ROUTE 2) FROM
 JK0873'ITS JUNCTION WITH BUTTS ROAD (ROUTE 5) IN FORT CARSON (MILITARY
 JK0873'RESERVATION), 14.3 METERS (46.9 FT) NORTHEAS OF THE CENTER OF THE
 JK0873'ROAD, AND 1.2 METERS (3.9 FT) NORTHWEST OF A UTILITY POLE WITH 2 GUY
 JK0873'WIRES.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 JK0873'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 JK0873'THE MARK IS 0.8 M BELOW THE ROAD.
 JK0873
 JK0873                          STATION RECOVERY (2002)
 JK0873
 JK0873'RECOVERY NOTE BY ZYLSTRA-BAKER SURVEYING INCORPORATED 2002 (LDV)
 JK0873'RECOVERED AS DESCRIBED.
 JK0873'
 JK0873
 JK0873                          STATION RECOVERY (2005)
 JK0873
 JK0873'RECOVERY NOTE BY CLARK LAND SURVEYING INCORPORATED 2005 (MSJ)
 JK0873'WILDERNESS ROAD HAS BEEN CLOSED APPROX. 0.5 MILE EASTERLY OF BUTTS
 JK0873'ROAD.  ONE SHOULD FOLLOW THE NEW ROUTE AROUND BUTTS ARMY AIRFIELD
 JK0873'SOUTH, SOUTHEASTERLY AND NORTHEASTERLY TO WILDERNESS ROAD NEAR JK0874
 JK0873'(C 405).  TAKE A LEFT ON WILDERNESS ROAD TO MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1396 ***********************************************************************
 KK1396  DESIGNATION -  B 406
 KK1396  PID         -  KK1396
 KK1396  STATE/COUNTY-  CO/DENVER
 KK1396  USGS QUAD   -  FORT LOGAN (1994)
 KK1396
 KK1396                         *CURRENT SURVEY CONTROL
 KK1396  ___________________________________________________________________
 KK1396* NAD 83(1986)-  39 43 31.     (N)    105 01 31.     (W)     SCALED    
 KK1396* NAVD 88     -      1597.270  (meters)    5240.38   (feet)  ADJUSTED  
 KK1396  ___________________________________________________________________
 KK1396  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 KK1396  DYNAMIC HT  -        1595.723 (meters)    5235.30  (feet)  COMP
 KK1396  MODELED GRAV-     979,602.2   (mgal)                       NAVD 88
 KK1396
 KK1396  VERT ORDER  -  FIRST     CLASS II
 KK1396
 KK1396.The horizontal coordinates were scaled from a topographic map and have
 KK1396.an estimated accuracy of +/- 6 seconds.
 KK1396
 KK1396.The orthometric height was determined by differential leveling
 KK1396.and adjusted by the National Geodetic Survey in June 1991..
 KK1396
 KK1396.The geoid height was determined by GEOID03.
 KK1396
 KK1396.The dynamic height is computed by dividing the NAVD 88
 KK1396.geopotential number by the normal gravity value computed on the
 KK1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1396.degrees latitude (g = 980.6199 gals.).
 KK1396
 KK1396.The modeled gravity was interpolated from observed gravity values.
 KK1396
 KK1396;                    North         East    Units  Estimated Accuracy
 KK1396;SPC CO C     -   514,930.      955,100.      MT  (+/- 180 meters Scaled)
 KK1396
 KK1396                          SUPERSEDED SURVEY CONTROL
 KK1396
 KK1396  NGVD 29 (??/??/??) 1596.345  (m)         5237.34   (f) ADJUSTED    1 2
 KK1396
 KK1396.Superseded values are not recommended for survey control.
 KK1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1396.See file dsdata.txt to determine how the superseded data were derived.
 KK1396
 KK1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD978972(NAD 83)
 KK1396_MARKER: DB = BENCH MARK DISK
 KK1396_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KK1396_SP_SET: PIER
 KK1396_STAMPING: B 406 1984
 KK1396_MARK LOGO: NGS   
 KK1396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1396
 KK1396  HISTORY     - Date     Condition        Report By
 KK1396  HISTORY     - 1984     MONUMENTED       NGS
 KK1396  HISTORY     - 20060911 POOR             NGS
 KK1396
 KK1396                          STATION DESCRIPTION
 KK1396
 KK1396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1396'IN DENVER.
 KK1396'IN DENVER, AT THE INTERSECTION OF U.S. HIGHWAY 6 (6TH AVENUE) AND
 KK1396'FEDERAL BOULEVARD, SET VERTICALLY IN THE WEST FACE OF THE MOST
 KK1396'WESTERLY 1 OF 5 COLUMNS OF THE FIRST PIER NORTH OF THE SOUTH ABUTMENT
 KK1396'OF THE BOULEVARD OVERPASS OVER THE HIGHWAY, AND 8.5 METERS (27.9 FT)
 KK1396'SOUTH OF THE CENTER OF THE EAST BOUND LANES OF THE FREEWAY.
 KK1396'THE MARK IS 1.3 M ABOVE THE GROUND.
 KK1396
 KK1396                          STATION RECOVERY (2006)
 KK1396
 KK1396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006
 KK1396'BM HAS BEEN PAINTED OVER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8459 ***********************************************************************
 DF8459  DESIGNATION -  B 407 RESET
 DF8459  PID         -  DF8459
 DF8459  STATE/COUNTY-  CO/ARAPAHOE
 DF8459  USGS QUAD   -  FITZSIMONS (1994)
 DF8459
 DF8459                         *CURRENT SURVEY CONTROL
 DF8459  ___________________________________________________________________
 DF8459* NAD 83(1986)-  39 42 43.     (N)    104 48 37.     (W)     SCALED    
 DF8459* NAVD 88     -      1662.906  (meters)    5455.72   (feet)  ADJUSTED  
 DF8459  ___________________________________________________________________
 DF8459  GEOID HEIGHT-         -17.60  (meters)                     GEOID03
 DF8459  DYNAMIC HT  -        1661.304 (meters)    5450.46  (feet)  COMP
 DF8459  MODELED GRAV-     979,605.0   (mgal)                       NAVD 88
 DF8459
 DF8459  VERT ORDER  -  FIRST     CLASS II
 DF8459
 DF8459.The horizontal coordinates were scaled from a topographic map and have
 DF8459.an estimated accuracy of +/- 6 seconds.
 DF8459
 DF8459.The orthometric height was determined by differential leveling
 DF8459.and adjusted by the National Geodetic Survey in September 2004..
 DF8459
 DF8459.The geoid height was determined by GEOID03.
 DF8459
 DF8459.The dynamic height is computed by dividing the NAVD 88
 DF8459.geopotential number by the normal gravity value computed on the
 DF8459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8459.degrees latitude (g = 980.6199 gals.).
 DF8459
 DF8459.The modeled gravity was interpolated from observed gravity values.
 DF8459
 DF8459;                    North         East    Units  Estimated Accuracy
 DF8459;SPC CO C     -   513,570.      973,550.      MT  (+/- 180 meters Scaled)
 DF8459
 DF8459                          SUPERSEDED SURVEY CONTROL
 DF8459
 DF8459.No superseded survey control is available for this station.
 DF8459
 DF8459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED162958(NAD 83)
 DF8459_MARKER: DV = VERTICAL CONTROL DISK
 DF8459_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DF8459_SP_SET: BRIDGE WINGWALL
 DF8459_STAMPING: B 407 RESET 2000
 DF8459_MARK LOGO: NGS   
 DF8459_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8459+STABILITY: SURFACE MOTION
 DF8459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8459+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2000
 DF8459
 DF8459  HISTORY     - Date     Condition        Report By
 DF8459  HISTORY     - 20001201 MONUMENTED       ZYLSTR
 DF8459
 DF8459                          STATION DESCRIPTION
 DF8459
 DF8459'DESCRIBED BY ZYLSTRA-BAKER SURVEYING INCORPORATED 2000 (LDV)
 DF8459'THE MARK IS LOCATED NEAR THE AURORA MUNICIPAL CENTER.
 DF8459' 
 DF8459'TO REACH THE MARK FROM THE INTERSECTION OF CHAMBERS ROAD AND ALAMEDA
 DF8459'PARKWAY
 DF8459'PROCEED NORTH ON CHAMBERS ROAD FOR 0.2 MI (0.3 KM) TO THE MARK ON THE
 DF8459'WEST SIDE OF
 DF8459'CHAMBERS ROAD.
 DF8459' 
 DF8459'THE MARK IS LOCATED IN A HEADWALL OF A BRIDGE OVER THE HIGHLINE CANAL.
 DF8459'THE MARK IS 33 FT
 DF8459'(10.1 M) SOUTH OF THE HIGHLINE CANAL TRAIL BIKE PATH, 50 FT (15.2 M)
 DF8459'WEST OF THE CENTER
 DF8459'MEDIAN OF CHAMBERS ROAD, 55 FT (16.8 M) NORTH OF POWER POLE NO. 263, 1
 DF8459'FT (0.3 M) WEST OF
 DF8459'THE BACK OF SIDEWALK ON THE WEST SIDE OF CHAMBERS ROAD. THE MARK IS 1
 DF8459'FT (0.3 M) ABOVE
 DF8459'THE ROADWAY OF SOUTHBOUND CHAMBERS ROAD.
 DF8459'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1352 ***********************************************************************
 KK1352  DESIGNATION -  B 408
 KK1352  PID         -  KK1352
 KK1352  STATE/COUNTY-  CO/BOULDER
 KK1352  USGS QUAD   -  LOUISVILLE (1994)
 KK1352
 KK1352                         *CURRENT SURVEY CONTROL
 KK1352  ___________________________________________________________________
 KK1352* NAD 83(1986)-  39 59 10.     (N)    105 15 00.     (W)     SCALED    
 KK1352* NAVD 88     -      1652.889  (meters)    5422.85   (feet)  ADJUSTED  
 KK1352  ___________________________________________________________________
 KK1352  GEOID HEIGHT-         -15.79  (meters)                     GEOID03
 KK1352  DYNAMIC HT  -        1651.295 (meters)    5417.62  (feet)  COMP
 KK1352  MODELED GRAV-     979,603.8   (mgal)                       NAVD 88
 KK1352
 KK1352  VERT ORDER  -  FIRST     CLASS II
 KK1352
 KK1352.The horizontal coordinates were scaled from a topographic map and have
 KK1352.an estimated accuracy of +/- 6 seconds.
 KK1352
 KK1352.The orthometric height was determined by differential leveling
 KK1352.and adjusted by the National Geodetic Survey in June 1991..
 KK1352
 KK1352.The geoid height was determined by GEOID03.
 KK1352
 KK1352.The dynamic height is computed by dividing the NAVD 88
 KK1352.geopotential number by the normal gravity value computed on the
 KK1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1352.degrees latitude (g = 980.6199 gals.).
 KK1352
 KK1352.The modeled gravity was interpolated from observed gravity values.
 KK1352
 KK1352;                    North         East    Units  Estimated Accuracy
 KK1352;SPC CO N     -   377,310.      935,750.      MT  (+/- 180 meters Scaled)
 KK1352
 KK1352                          SUPERSEDED SURVEY CONTROL
 KK1352
 KK1352  NGVD 29 (??/??/??) 1651.934  (m)         5419.72   (f) ADJUSTED    1 2
 KK1352
 KK1352.Superseded values are not recommended for survey control.
 KK1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1352.See file dsdata.txt to determine how the superseded data were derived.
 KK1352
 KK1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE786262(NAD 83)
 KK1352_MARKER: I = METAL ROD
 KK1352_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1352_SP_SET: STAINLESS STEEL ROD
 KK1352_STAMPING: B 408 1984
 KK1352_MARK LOGO: NGS   
 KK1352_PROJECTION: FLUSH
 KK1352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1352_ROD/PIPE-DEPTH: 6.1  meters
 KK1352
 KK1352  HISTORY     - Date     Condition        Report By
 KK1352  HISTORY     - 1984     MONUMENTED       NGS
 KK1352  HISTORY     - 1985     GOOD             NGS
 KK1352  HISTORY     - 20020613 MARK NOT FOUND   INDIV
 KK1352
 KK1352                          STATION DESCRIPTION
 KK1352
 KK1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1352'IN BOULDER.
 KK1352'IN BOULDER, AT THE INTERSECTION OF BROADWAY AND TABLE MESA DRIVE, NEAR
 KK1352'THE SOUTH CORNER OF MARTIN PARK, 28.8 METERS (94.5 FT) NORTH OF THE
 KK1352'CENTER OF THE WEST BOUND LANES OF THE DRIVE, 8.8 METERS (28.9 FT)
 KK1352'NORTHEAST OF THE CENTER OF THE NORTHWEST BOUND LANES OF BROADWAY,
 KK1352'7.3 METERS (24.0 FT) WEST OF THE CENTER OF A MANHOLE COVER.
 KK1352'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1352'THE MARK IS ABOVE LEVEL WITH BROADWAY.
 KK1352
 KK1352                          STATION RECOVERY (1985)
 KK1352
 KK1352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KK1352'RECOVERED IN GOOD CONDITION.
 KK1352
 KK1352                          STATION RECOVERY (2002)
 KK1352
 KK1352'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JE)
 KK1352'THIS BENCHMARK WAS ACCIDENTALLY DESTROYED BY A CONSTRUCTION CREW IN
 KK1352'MARCH 2002
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3114 ***********************************************************************
 AJ3114  DESIGNATION -  B 408 RESET
 AJ3114  PID         -  AJ3114
 AJ3114  STATE/COUNTY-  CO/BOULDER
 AJ3114  USGS QUAD   -  LOUISVILLE (1994)
 AJ3114
 AJ3114                         *CURRENT SURVEY CONTROL
 AJ3114  ___________________________________________________________________
 AJ3114* NAD 83(1986)-  39 59 10.     (N)    105 15 00.     (W)     SCALED    
 AJ3114* NAVD 88     -      1653.92   (meters)    5426.2    (feet)  RESET     
 AJ3114  ___________________________________________________________________
 AJ3114  GEOID HEIGHT-         -15.79  (meters)                     GEOID03
 AJ3114
 AJ3114  VERT ORDER  -  THIRD
 AJ3114
 AJ3114.The horizontal coordinates were scaled from a topographic map and have
 AJ3114.an estimated accuracy of +/- 6 seconds.
 AJ3114
 AJ3114.The orthometric height was computed from unverified reset data.
 AJ3114.No vertical observational check was made to the station.
 AJ3114
 AJ3114.The geoid height was determined by GEOID03.
 AJ3114
 AJ3114;                    North         East    Units  Estimated Accuracy
 AJ3114;SPC CO N     -   377,310.      935,750.      MT  (+/- 180 meters Scaled)
 AJ3114
 AJ3114                          SUPERSEDED SURVEY CONTROL
 AJ3114
 AJ3114.No superseded survey control is available for this station.
 AJ3114
 AJ3114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE786262(NAD 83)
 AJ3114_MARKER: DD = SURVEY DISK
 AJ3114_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AJ3114_SP_SET: BRIDGE HEADWALL
 AJ3114_STAMPING: B 408 RESET 1998 CITY OF BOULDER
 AJ3114_MARK LOGO: CO0600
 AJ3114_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3114
 AJ3114  HISTORY     - Date     Condition        Report By
 AJ3114  HISTORY     - 1998     MONUMENTED       LOCENG
 AJ3114
 AJ3114                          STATION DESCRIPTION
 AJ3114
 AJ3114'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1998 (DJ)
 AJ3114'IN BOULDER, IN THE NORTHWEST CORNER OF THE WEST HEADWALL OF BRIDGE
 AJ3114'OVER BEAR CANYON CREEK, ABOUT 0.8 M (2.6 FT) ABOVE BROADWAY.  6.25 M
 AJ3114'(20.51 FT) WEST FROM THE WEST CURB OF THE SOUTHBOUND LANES, 6.4 M
 AJ3114'(21.0 FT) WEST SOUTHWEST FROM THE CENTER OF MANHOLE LID, 51.3 M (168.3
 AJ3114'FT) NORTH FROM THE NORTHERN CURB OF TABLE MESA DRIVE, 0.15 M (0.49 FT)
 AJ3114'SOUTH SOUTHWEST FROM THE CORNER OF HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1468 ***********************************************************************
 LL1468  DESIGNATION -  B 409 RESET
 LL1468  PID         -  LL1468
 LL1468  STATE/COUNTY-  CO/LARIMER
 LL1468  USGS QUAD   -  FORT COLLINS (1984)
 LL1468
 LL1468                         *CURRENT SURVEY CONTROL
 LL1468  ___________________________________________________________________
 LL1468* NAD 83(1986)-  40 34 23.     (N)    105 04 46.     (W)     SCALED    
 LL1468* NAVD 88     -      1524.77   (meters)    5002.5    (feet)  RESET     
 LL1468  ___________________________________________________________________
 LL1468  GEOID HEIGHT-         -15.89  (meters)                     GEOID03
 LL1468
 LL1468  VERT ORDER  -  THIRD
 LL1468
 LL1468.The horizontal coordinates were scaled from a topographic map and have
 LL1468.an estimated accuracy of +/- 6 seconds.
 LL1468
 LL1468.The orthometric height was computed from unverified reset data.
 LL1468.No vertical observational check was made to the station.
 LL1468
 LL1468.The geoid height was determined by GEOID03.
 LL1468
 LL1468;                    North         East    Units  Estimated Accuracy
 LL1468;SPC CO N     -   442,540.      950,010.      MT  (+/- 180 meters Scaled)
 LL1468
 LL1468                          SUPERSEDED SURVEY CONTROL
 LL1468
 LL1468  NGVD 29 (03/28/06) 1523.90   (m)         4999.7    (f) RESET       3  
 LL1468
 LL1468.Superseded values are not recommended for survey control.
 LL1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1468.See file dsdata.txt to determine how the superseded data were derived.
 LL1468
 LL1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE932913(NAD 83)
 LL1468_MARKER: I = METAL ROD
 LL1468_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1468_SP_SET: STAINLESS STEEL ROD
 LL1468_STAMPING: B 409 RESET 1991
 LL1468_MARK LOGO: NGS   
 LL1468_PROJECTION: FLUSH
 LL1468_MAGNETIC: I = MARKER IS A STEEL ROD
 LL1468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1468_ROD/PIPE-DEPTH: 20.5 meters
 LL1468
 LL1468  HISTORY     - Date     Condition        Report By
 LL1468  HISTORY     - 1991     MONUMENTED       NGS
 LL1468
 LL1468                          STATION DESCRIPTION
 LL1468
 LL1468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LL1468'IN FORT COLLINS, AT THE COLORADO STATE UNIVERSITY CAMPUS, 63.7 M
 LL1468'(208.99 FT) WEST OF MASON STREET, 39.9 M (130.91 FT) EAST OF EAST
 LL1468'DRIVE, 32.8 M (107.61 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 LL1468'NATIONAL SEED STORAGE LABORATORY, 25.1 M (82.35 FT) NORTHWEST OF THE
 LL1468'NORTHWEST CORNER OF THE RADIOLOGICAL SCIENCE BUILDING, 18.8 M (61.68
 LL1468'FT) NORTHEAST OF THE NORTHEAST CORNER OF THE WOOD SCIENCES
 LL1468'LABORATORY, 10.1 M (33.14 FT) SOUTH OF A-STREET AND THE SAME HEIGHT
 LL1468'AS THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1009 ***********************************************************************
 LL1009  DESIGNATION -  B 410
 LL1009  PID         -  LL1009
 LL1009  STATE/COUNTY-  CO/LARIMER
 LL1009  USGS QUAD   -  COBB LAKE (1978)
 LL1009
 LL1009                         *CURRENT SURVEY CONTROL
 LL1009  ___________________________________________________________________
 LL1009* NAD 83(1986)-  40 42 13.     (N)    104 59 51.     (W)     SCALED    
 LL1009* NAVD 88     -      1585.029  (meters)    5200.22   (feet)  ADJUSTED  
 LL1009  ___________________________________________________________________
 LL1009  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 LL1009  DYNAMIC HT  -        1583.696 (meters)    5195.84  (feet)  COMP
 LL1009  MODELED GRAV-     979,728.4   (mgal)                       NAVD 88
 LL1009
 LL1009  VERT ORDER  -  FIRST     CLASS II
 LL1009
 LL1009.The horizontal coordinates were scaled from a topographic map and have
 LL1009.an estimated accuracy of +/- 6 seconds.
 LL1009
 LL1009.The orthometric height was determined by differential leveling
 LL1009.and adjusted by the National Geodetic Survey in June 1991..
 LL1009
 LL1009.The geoid height was determined by GEOID03.
 LL1009
 LL1009.The dynamic height is computed by dividing the NAVD 88
 LL1009.geopotential number by the normal gravity value computed on the
 LL1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1009.degrees latitude (g = 980.6199 gals.).
 LL1009
 LL1009.The modeled gravity was interpolated from observed gravity values.
 LL1009
 LL1009;                    North         East    Units  Estimated Accuracy
 LL1009;SPC CO N     -   457,070.      956,870.      MT  (+/- 180 meters Scaled)
 LL1009
 LL1009                          SUPERSEDED SURVEY CONTROL
 LL1009
 LL1009  NGVD 29 (??/??/??) 1584.144  (m)         5197.31   (f) ADJUSTED    1 2
 LL1009
 LL1009.Superseded values are not recommended for survey control.
 LL1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1009.See file dsdata.txt to determine how the superseded data were derived.
 LL1009
 LL1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF002058(NAD 83)
 LL1009_MARKER: I = METAL ROD
 LL1009_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LL1009_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LL1009_STAMPING: B 410 1984
 LL1009_MARK LOGO: NGS   
 LL1009_PROJECTION: FLUSH
 LL1009_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL1009+STABILITY: POSITION/ELEVATION WELL
 LL1009_ROD/PIPE-DEPTH: 14.0 meters
 LL1009_SLEEVE-DEPTH  : 12.8 meters
 LL1009
 LL1009  HISTORY     - Date     Condition        Report By
 LL1009  HISTORY     - 1984     MONUMENTED       NGS
 LL1009
 LL1009                          STATION DESCRIPTION
 LL1009
 LL1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1009'IN WELLINGTON.
 LL1009'IN WELLINGTON, AT THE JUNCTION OF INTERSTATE HIGHWAY 25 AND STATE
 LL1009'HIGHWAY 1 (EXIT 278), 16.1 METERS (52.8 FT) EAST OF THE CENTERLINE OF
 LL1009'THE SOUTH BOUND LANES OF THE INTERSTATE HIGHWAY, 15.4 METERS (50.5 FT)
 LL1009'WEST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE INTERSTATE
 LL1009'HIGHWAY, AND 1.7 METERS (5.6 FT) SOUTH OF THE MOST SOUTHERLY ONE OF
 LL1009'TWO COLUMNS OF THE CENTER PIER OF THE STATE HIGHWAY 1 OVERPASS.
 LL1009'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LL1009'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 LL1009'THE MARK IS 1.3 M BELOW THE INTERSTATE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1081 ***********************************************************************
 LL1081  DESIGNATION -  B 411
 LL1081  PID         -  LL1081
 LL1081  STATE/COUNTY-  CO/BOULDER
 LL1081  USGS QUAD   -  LYONS (1978)
 LL1081
 LL1081                         *CURRENT SURVEY CONTROL
 LL1081  ___________________________________________________________________
 LL1081* NAD 83(1986)-  40 08 42.     (N)    105 16 56.     (W)     SCALED    
 LL1081* NAVD 88     -      1720.899  (meters)    5645.98   (feet)  ADJUSTED  
 LL1081  ___________________________________________________________________
 LL1081  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 LL1081  DYNAMIC HT  -        1719.262 (meters)    5640.61  (feet)  COMP
 LL1081  MODELED GRAV-     979,614.3   (mgal)                       NAVD 88
 LL1081
 LL1081  VERT ORDER  -  FIRST     CLASS II
 LL1081
 LL1081.The horizontal coordinates were scaled from a topographic map and have
 LL1081.an estimated accuracy of +/- 6 seconds.
 LL1081
 LL1081.The orthometric height was determined by differential leveling
 LL1081.and adjusted by the National Geodetic Survey in June 1991..
 LL1081
 LL1081.The geoid height was determined by GEOID03.
 LL1081
 LL1081.The dynamic height is computed by dividing the NAVD 88
 LL1081.geopotential number by the normal gravity value computed on the
 LL1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1081.degrees latitude (g = 980.6199 gals.).
 LL1081
 LL1081.The modeled gravity was interpolated from observed gravity values.
 LL1081
 LL1081;                    North         East    Units  Estimated Accuracy
 LL1081;SPC CO N     -   394,940.      932,960.      MT  (+/- 180 meters Scaled)
 LL1081
 LL1081                          SUPERSEDED SURVEY CONTROL
 LL1081
 LL1081  NGVD 29 (??/??/??) 1719.942  (m)         5642.84   (f) ADJUSTED    1 2
 LL1081
 LL1081.Superseded values are not recommended for survey control.
 LL1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1081.See file dsdata.txt to determine how the superseded data were derived.
 LL1081
 LL1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE759438(NAD 83)
 LL1081_MARKER: I = METAL ROD
 LL1081_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1081_SP_SET: STAINLESS STEEL ROD
 LL1081_STAMPING: B 411 1984
 LL1081_MARK LOGO: NGS   
 LL1081_PROJECTION: FLUSH
 LL1081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1081_ROD/PIPE-DEPTH: 5.2  meters
 LL1081
 LL1081  HISTORY     - Date     Condition        Report By
 LL1081  HISTORY     - 1984     MONUMENTED       NGS
 LL1081
 LL1081                          STATION DESCRIPTION
 LL1081
 LL1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1081'13.0 KM (8.05 MI) NORTH FROM BOULDER.
 LL1081'13.0 KM (8.05 MI) NORTHERLY ALONG U.S. HIGHWAY 36 FROM ITS NORTH
 LL1081'JUNCTION WITH STATE HIGHWAY 119 IN BOULDER, 25.1 METERS (82.3 FT)
 LL1081'SOUTH OF THE CENTERLINE OF NELSON ROAD (COUNTY ROAD 20), 24.1 METERS
 LL1081'(79.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.2 METERS (3.9
 LL1081'FT) SOUTH OF A UTILITY POLE.  NOTE--ACCESS TO THE DATUM POINT IS
 LL1081'THROUGH A 5-INCH LOGO CAP.
 LL1081'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 LL1081'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1435 ***********************************************************************
 KK1435  DESIGNATION -  B 412
 KK1435  PID         -  KK1435
 KK1435  STATE/COUNTY-  CO/JEFFERSON
 KK1435  USGS QUAD   -  LAFAYETTE (1994)
 KK1435
 KK1435                         *CURRENT SURVEY CONTROL
 KK1435  ___________________________________________________________________
 KK1435* NAD 83(1986)-  39 53 08.     (N)    105 05 45.     (W)     SCALED    
 KK1435* NAVD 88     -      1636.164  (meters)    5367.98   (feet)  ADJUSTED  
 KK1435  ___________________________________________________________________
 KK1435  GEOID HEIGHT-         -16.74  (meters)                     GEOID03
 KK1435  DYNAMIC HT  -        1634.594 (meters)    5362.83  (feet)  COMP
 KK1435  MODELED GRAV-     979,609.8   (mgal)                       NAVD 88
 KK1435
 KK1435  VERT ORDER  -  FIRST     CLASS II
 KK1435
 KK1435.The horizontal coordinates were scaled from a topographic map and have
 KK1435.an estimated accuracy of +/- 6 seconds.
 KK1435
 KK1435.The orthometric height was determined by differential leveling
 KK1435.and adjusted by the National Geodetic Survey in June 1991..
 KK1435
 KK1435.The geoid height was determined by GEOID03.
 KK1435
 KK1435.The dynamic height is computed by dividing the NAVD 88
 KK1435.geopotential number by the normal gravity value computed on the
 KK1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1435.degrees latitude (g = 980.6199 gals.).
 KK1435
 KK1435.The modeled gravity was interpolated from observed gravity values.
 KK1435
 KK1435;                    North         East    Units  Estimated Accuracy
 KK1435;SPC CO C     -   532,700.      948,970.      MT  (+/- 180 meters Scaled)
 KK1435
 KK1435                          SUPERSEDED SURVEY CONTROL
 KK1435
 KK1435  NGVD 29 (??/??/??) 1635.232  (m)         5364.92   (f) ADJUSTED    1 2
 KK1435
 KK1435.Superseded values are not recommended for survey control.
 KK1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1435.See file dsdata.txt to determine how the superseded data were derived.
 KK1435
 KK1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE918150(NAD 83)
 KK1435_MARKER: I = METAL ROD
 KK1435_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1435_SP_SET: STAINLESS STEEL ROD
 KK1435_STAMPING: B 412 1984
 KK1435_MARK LOGO: NGS   
 KK1435_PROJECTION: FLUSH
 KK1435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1435_ROD/PIPE-DEPTH: 4.0  meters
 KK1435
 KK1435  HISTORY     - Date     Condition        Report By
 KK1435  HISTORY     - 1984     MONUMENTED       NGS
 KK1435
 KK1435                          STATION DESCRIPTION
 KK1435
 KK1435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1435'4.0 KM (2.5 MI) SOUTH FROM BROOMFIELD.
 KK1435'4.0 KM (2.5 MI) SOUTHERLY ALONG STATE HIGHWAY 121 FROM ITS JUNCTION
 KK1435'WITH U.S. HIGHWAY 287 IN BROOMFIELD, 35.4 METERS (116.1 FT) NORTH OF
 KK1435'THE EXTENDED CENTER OF WEST 104TH AVENUE, 32.6 METERS (107.0 FT) NORTH
 KK1435'OF A FENCE CORNER AND UTILITY POLE, AND 29.6 METERS (97.1 FT) EAST OF
 KK1435'THE CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY.  NOTE=ACCESS
 KK1435'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1435'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 KK1435'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1424 ***********************************************************************
 KK1424  DESIGNATION -  B 413
 KK1424  PID         -  KK1424
 KK1424  STATE/COUNTY-  CO/BOULDER
 KK1424  USGS QUAD   -  LAFAYETTE (1994)
 KK1424
 KK1424                         *CURRENT SURVEY CONTROL
 KK1424  ___________________________________________________________________
 KK1424* NAD 83(1986)-  39 54 53.     (N)    105 04 17.     (W)     SCALED    
 KK1424* NAVD 88     -      1635.184  (meters)    5364.77   (feet)  ADJUSTED  
 KK1424  ___________________________________________________________________
 KK1424  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 KK1424  DYNAMIC HT  -        1633.624 (meters)    5359.65  (feet)  COMP
 KK1424  MODELED GRAV-     979,614.9   (mgal)                       NAVD 88
 KK1424
 KK1424  VERT ORDER  -  FIRST     CLASS II
 KK1424
 KK1424.The horizontal coordinates were scaled from a topographic map and have
 KK1424.an estimated accuracy of +/- 6 seconds.
 KK1424
 KK1424.The orthometric height was determined by differential leveling
 KK1424.and adjusted by the National Geodetic Survey in June 1991..
 KK1424
 KK1424.The geoid height was determined by GEOID03.
 KK1424
 KK1424.The dynamic height is computed by dividing the NAVD 88
 KK1424.geopotential number by the normal gravity value computed on the
 KK1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1424.degrees latitude (g = 980.6199 gals.).
 KK1424
 KK1424.The modeled gravity was interpolated from observed gravity values.
 KK1424
 KK1424;                    North         East    Units  Estimated Accuracy
 KK1424;SPC CO N     -   369,440.      951,050.      MT  (+/- 180 meters Scaled)
 KK1424
 KK1424                          SUPERSEDED SURVEY CONTROL
 KK1424
 KK1424  NGVD 29 (??/??/??) 1634.256  (m)         5361.72   (f) ADJUSTED    1 2
 KK1424
 KK1424.Superseded values are not recommended for survey control.
 KK1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1424.See file dsdata.txt to determine how the superseded data were derived.
 KK1424
 KK1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE938182(NAD 83)
 KK1424_MARKER: I = METAL ROD
 KK1424_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1424_SP_SET: STAINLESS STEEL ROD
 KK1424_STAMPING: B 413 1984
 KK1424_MARK LOGO: NGS   
 KK1424_PROJECTION: FLUSH
 KK1424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1424_ROD/PIPE-DEPTH: 4.3  meters
 KK1424
 KK1424  HISTORY     - Date     Condition        Report By
 KK1424  HISTORY     - 1984     MONUMENTED       NGS
 KK1424
 KK1424                          STATION DESCRIPTION
 KK1424
 KK1424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1424'IN BROOMFIELD.
 KK1424'IN BROOMFIELD, AT THE INTERSECTION OF WEST 120TH AVENUE AND MAIN
 KK1424'STREET, 26.9 METERS (88.3 FT) NORTH OF THE CENTERLINE OF THE WEST
 KK1424'BOUND LANES OF THE AVENUE, 7.7 METERS (25.3 FT) EAST OF THE CENTERLINE
 KK1424'OF THE STREET, 1.1 METERS (3.6 FT) WEST OF THE WEST EDGE OF A
 KK1424'SIDEWALK, AND 0.9 METER (3.0 FT) SOUTH OF A UTILITY POLE.  NOTE=ACCESS
 KK1424'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1424'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1146 ***********************************************************************
 LL1146  DESIGNATION -  B 414
 LL1146  PID         -  LL1146
 LL1146  STATE/COUNTY-  CO/WELD
 LL1146  USGS QUAD   -  GREELEY (1980)
 LL1146
 LL1146                         *CURRENT SURVEY CONTROL
 LL1146  ___________________________________________________________________
 LL1146* NAD 83(1992)-  40 23 37.99441(N)    104 39 35.66859(W)     ADJUSTED  
 LL1146* NAVD 88     -      1411.395  (meters)    4630.55   (feet)  ADJUSTED  
 LL1146  ___________________________________________________________________
 LL1146  X           -  -1,231,376.017 (meters)                     COMP
 LL1146  Y           -  -4,707,142.941 (meters)                     COMP
 LL1146  Z           -   4,112,295.591 (meters)                     COMP
 LL1146  LAPLACE CORR-          -5.50  (seconds)                    DEFLEC99
 LL1146  ELLIP HEIGHT-        1393.00  (meters)          (10/01/04) GPS OBS
 LL1146  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 LL1146  DYNAMIC HT  -        1410.189 (meters)    4626.60  (feet)  COMP
 LL1146  MODELED GRAV-     979,722.3   (mgal)                       NAVD 88
 LL1146
 LL1146  HORZ ORDER  -  FIRST
 LL1146  VERT ORDER  -  FIRST     CLASS II
 LL1146  ELLP ORDER  -  FOURTH    CLASS I
 LL1146
 LL1146.The horizontal coordinates were established by GPS observations
 LL1146.and adjusted by the MOUNTAIN SURVEYING in October 2004..
 LL1146
 LL1146.The orthometric height was determined by differential leveling
 LL1146.and adjusted by the National Geodetic Survey in June 1991..
 LL1146
 LL1146.Photographs are available for this station.
 LL1146
 LL1146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1146
 LL1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1146
 LL1146.The ellipsoidal height was determined by GPS observations
 LL1146.and is referenced to NAD 83.
 LL1146
 LL1146.The geoid height was determined by GEOID03.
 LL1146
 LL1146.The dynamic height is computed by dividing the NAVD 88
 LL1146.geopotential number by the normal gravity value computed on the
 LL1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1146.degrees latitude (g = 980.6199 gals.).
 LL1146
 LL1146.The modeled gravity was interpolated from observed gravity values.
 LL1146
 LL1146;                    North         East     Units Scale Factor Converg.
 LL1146;SPC CO N     -   422,893.161   985,722.713   MT  0.99995996   +0 32 34.1
 LL1146;SPC CO N     - 1,387,441.98  3,233,991.93   sFT  0.99995996   +0 32 34.1
 LL1146;UTM  13      - 4,471,531.863   528,862.695   MT  0.99961025   +0 13 13.4
 LL1146
 LL1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1146!SPC CO N     -   0.99978153  x   0.99995996  =   0.99974150
 LL1146!UTM  13      -   0.99978153  x   0.99961025  =   0.99939186
 LL1146
 LL1146                          SUPERSEDED SURVEY CONTROL
 LL1146
 LL1146  ELLIP H (10/21/02) 1393.02   (m)                       GP(       ) 5 1
 LL1146  NAD 83(1992)-  40 23 37.99410(N)    104 39 35.66904(W) AD(       ) 1
 LL1146  ELLIP H (06/30/00) 1393.04   (m)                       GP(       ) 1 1
 LL1146  NAD 83(1992)-  40 23 37.99412(N)    104 39 35.66888(W) AD(       ) 1
 LL1146  ELLIP H (02/12/98) 1393.09   (m)                       GP(       ) 3 2
 LL1146  NAVD 88 (02/12/98) 1411.39   (m)         4630.5    (f) LEVELING    3  
 LL1146
 LL1146.Superseded values are not recommended for survey control.
 LL1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1146.See file dsdata.txt to determine how the superseded data were derived.
 LL1146
 LL1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE2886371532(NAD 83)
 LL1146_MARKER: I = METAL ROD
 LL1146_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1146_SP_SET: STAINLESS STEEL ROD
 LL1146_STAMPING: B 414 1984
 LL1146_MARK LOGO: NGS   
 LL1146_PROJECTION: FLUSH
 LL1146_MAGNETIC: I = MARKER IS A STEEL ROD
 LL1146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1146+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2002
 LL1146_ROD/PIPE-DEPTH: 21.9 meters
 LL1146
 LL1146  HISTORY     - Date     Condition        Report By
 LL1146  HISTORY     - 1984     MONUMENTED       NGS
 LL1146  HISTORY     - 19960717 GOOD             MSAM
 LL1146  HISTORY     - 19990414 GOOD             NGS
 LL1146  HISTORY     - 20020815 GOOD             MSAM
 LL1146
 LL1146                          STATION DESCRIPTION
 LL1146
 LL1146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1146'1.7 KM (1.05 MI) EAST FROM GREELEY.
 LL1146'1.7 KM (1.05 MI) EASTERLY ALONG U.S. HIGHWAY 34 FROM ITS JUNCTION
 LL1146'WITH U.S. HIGHWAY 85 IN GREELEY, 0.3 KM (0.2 MI) EAST OF MILEPOST
 LL1146'114, AND 31.7 M (104.0 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND
 LL1146'LANES OF THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LL1146'5-INCH LOGO CAP.
 LL1146'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 LL1146'THE MARK IS 1.6 M BELOW THE HIGHWAY.
 LL1146
 LL1146                          STATION RECOVERY (1996)
 LL1146
 LL1146'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1996 (JS)
 LL1146'THE STATION IS LOCATED ABOUT 1.05 MI (1.69 KM) EAST OF GREELEY, IN THE
 LL1146'SOUTHEAST 1.4 OF SECTION 16, T 5 N, R 65 W, AT U.  S.  HIGHWAY 34
 LL1146'MILEPOST 114.2.  OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION
 LL1146'RIGHT-OF-WAY TO REACH THE STATION FROM THE INTERSECTION OF U.  S.
 LL1146'HIGHWAY 34 AND U.  S.  HIGHWAY 85 IN GREELEY, GO EASTERLY ON U.  S.
 LL1146'HIGHWAY 34 FOR 1.05 MI (1.69 KM) TO THE STATION LEFT THE MARK IS A
 LL1146'PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 LL1146'ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A CONCRETE
 LL1146'COLLAR FLUSH WITH THE GROUND.  IT IS 31.7 M (104.0 FT) NORTH OF THE
 LL1146'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 15.7 M (51.5 FT)
 LL1146'SOUTH OF THE SOUTHERN EDGE OF A SMALL LAKE, O.3 M SOUTH OF A WITNESS
 LL1146'POST AND FENCE AND ABOUT 1.6 M (5.2 FT) BELOW THE HIGHWAY.
 LL1146
 LL1146                          STATION RECOVERY (1999)
 LL1146
 LL1146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 LL1146'RECOVERED AS DESCRIBED.
 LL1146
 LL1146                          STATION RECOVERY (2002)
 LL1146
 LL1146'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2002 (KCH)
 LL1146'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2002 (KCH)
 LL1146'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE7694 ***********************************************************************
 AE7694  DESIGNATION -  B 415 RESET
 AE7694  PID         -  AE7694
 AE7694  STATE/COUNTY-  CO/RIO BLANCO
 AE7694  USGS QUAD   -  DINOSAUR (1968)
 AE7694
 AE7694                         *CURRENT SURVEY CONTROL
 AE7694  ___________________________________________________________________
 AE7694* NAD 83(1986)-  40 10 47.     (N)    109 00 29.     (W)     SCALED    
 AE7694* NAVD 88     -      1720.87   (meters)    5645.9    (feet)  RESET     
 AE7694  ___________________________________________________________________
 AE7694  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 AE7694
 AE7694  VERT ORDER  -  THIRD
 AE7694
 AE7694.The horizontal coordinates were scaled from a topographic map and have
 AE7694.an estimated accuracy of +/- 6 seconds.
 AE7694
 AE7694.The orthometric height was computed from unverified reset data.
 AE7694
 AE7694.The geoid height was determined by GEOID03.
 AE7694
 AE7694;                    North         East    Units  Estimated Accuracy
 AE7694;SPC CO N     -   404,680.      615,710.      MT  (+/- 180 meters Scaled)
 AE7694
 AE7694                          SUPERSEDED SURVEY CONTROL
 AE7694
 AE7694.No superseded survey control is available for this station.
 AE7694
 AE7694_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK695496(NAD 83)
 AE7694_MARKER: DV = VERTICAL CONTROL DISK
 AE7694_SETTING: 66 = SET IN ROCK OUTCROP
 AE7694_STAMPING: B 415 RESET 1995
 AE7694_MARK LOGO: NGS   
 AE7694_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7694_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE7694+STABILITY: POSITION/ELEVATION WELL
 AE7694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7694+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE7694
 AE7694  HISTORY     - Date     Condition        Report By
 AE7694  HISTORY     - 1995     MONUMENTED       CODOT
 AE7694
 AE7694                          STATION DESCRIPTION
 AE7694
 AE7694'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (LJ)
 AE7694'21.8 KM (13.55 MI) NORTHWESTERLY ALONG STATE HIGHWAY 64 FROM THE POST
 AE7694'OFFICE IN RANGELY, IN AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, AT
 AE7694'STATE HIGHWAY 64 MILEPOST 5.0, 1.3 KM (0.80 MI) NORTHWEST OF THE
 AE7694'INTERSECTION OF A PAVED ROAD LEADING SOUTH-SOUTHWEST TO BONANZA, 24.6
 AE7694'M (80.7 FT) NORTHWEST FROM STATE HIGHWAY 64 MILEPOST 5, 23.8 M (78.1
 AE7694'FT) NORTH FROM THE SOUTH END OF THE CUT, 21.6 M (70.9 FT) WEST OF THE
 AE7694'CENTER LINE OF THE HIGHWAY, 0.2 M (0.7 FT) EAST FROM A WITNESS POST
 AE7694'AND ABOUT 2 M (6.6 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0207 ***********************************************************************
 KM0207  DESIGNATION -  B 416
 KM0207  PID         -  KM0207
 KM0207  STATE/COUNTY-  CO/MESA
 KM0207  USGS QUAD   -  MACK (1973)
 KM0207
 KM0207                         *CURRENT SURVEY CONTROL
 KM0207  ___________________________________________________________________
 KM0207* NAD 83(1986)-  39 13 46.     (N)    108 48 49.     (W)     SCALED    
 KM0207* NAVD 88     -      1390.920  (meters)    4563.38   (feet)  ADJUSTED  
 KM0207  ___________________________________________________________________
 KM0207  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 KM0207  DYNAMIC HT  -        1389.597 (meters)    4559.04  (feet)  COMP
 KM0207  MODELED GRAV-     979,628.4   (mgal)                       NAVD 88
 KM0207
 KM0207  VERT ORDER  -  FIRST     CLASS II
 KM0207
 KM0207.The horizontal coordinates were scaled from a topographic map and have
 KM0207.an estimated accuracy of +/- 6 seconds.
 KM0207
 KM0207.The orthometric height was determined by differential leveling
 KM0207.and adjusted by the National Geodetic Survey in June 1991..
 KM0207
 KM0207.The geoid height was determined by GEOID03.
 KM0207
 KM0207.The dynamic height is computed by dividing the NAVD 88
 KM0207.geopotential number by the normal gravity value computed on the
 KM0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0207.degrees latitude (g = 980.6199 gals.).
 KM0207
 KM0207.The modeled gravity was interpolated from observed gravity values.
 KM0207
 KM0207;                    North         East    Units  Estimated Accuracy
 KM0207;SPC CO C     -   465,000.      628,370.      MT  (+/- 180 meters Scaled)
 KM0207
 KM0207                          SUPERSEDED SURVEY CONTROL
 KM0207
 KM0207.No superseded survey control is available for this station.
 KM0207
 KM0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ887445(NAD 83)
 KM0207_MARKER: I = METAL ROD
 KM0207_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KM0207_SP_SET: STAINLESS STEEL ROD
 KM0207_STAMPING: B 416 1984
 KM0207_MARK LOGO: NGS   
 KM0207_PROJECTION: FLUSH
 KM0207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0207+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2005
 KM0207_ROD/PIPE-DEPTH: 8.8  meters
 KM0207
 KM0207  HISTORY     - Date     Condition        Report By
 KM0207  HISTORY     - 1984     MONUMENTED       NGS
 KM0207  HISTORY     - 20050604 GOOD             GEOCAC
 KM0207
 KM0207                          STATION DESCRIPTION
 KM0207
 KM0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0207'3.6 KM (2.25 MI) NORTH FROM LOMA.
 KM0207'3.6 KM (2.25 MI) NORTHERLY ALONG STATE HIGHWAY 139 FROM THE POST
 KM0207'OFFICE IN LOMA, 111.0 M (364.2 FT) WEST OF THE CENTERLINE OF THE
 KM0207'HIGHWAY, 6.1 M (20.0 FT) SOUTH OF THE CENTERLINE OF A PAVED ROAD, 0.6
 KM0207'M (2.0 FT) NORTH OF A FENCE, AND 0.5 M (1.6 FT) EAST OF A UTILITY POLE
 KM0207'WITH A GUY WIRE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 KM0207'LOGO CAP.
 KM0207'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 KM0207'THE MARK IS 0.3 M BELOW THE ROAD.
 KM0207
 KM0207                          STATION RECOVERY (2005)
 KM0207
 KM0207'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0895 ***********************************************************************
 JL0895  DESIGNATION -  B 417 RESET
 JL0895  PID         -  JL0895
 JL0895  STATE/COUNTY-  CO/OURAY
 JL0895  USGS QUAD   -  DALLAS (1982)
 JL0895
 JL0895                         *CURRENT SURVEY CONTROL
 JL0895  ___________________________________________________________________
 JL0895* NAD 83(1986)-  38 11 49.     (N)    107 44 27.     (W)     SCALED    
 JL0895* NAVD 88     -      2100.48   (meters)    6891.3    (feet)  RESET     
 JL0895  ___________________________________________________________________
 JL0895  GEOID HEIGHT-         -15.88  (meters)                     GEOID03
 JL0895
 JL0895  VERT ORDER  -  THIRD
 JL0895
 JL0895.The horizontal coordinates were scaled from a topographic map and have
 JL0895.an estimated accuracy of +/- 6 seconds.
 JL0895
 JL0895.The orthometric height was computed from unverified reset data.
 JL0895.No vertical observational check was made to the station.
 JL0895
 JL0895.The geoid height was determined by GEOID03.
 JL0895
 JL0895;                    North         East    Units  Estimated Accuracy
 JL0895;SPC CO S     -   476,990.      718,140.      MT  (+/- 180 meters Scaled)
 JL0895
 JL0895                          SUPERSEDED SURVEY CONTROL
 JL0895
 JL0895.No superseded survey control is available for this station.
 JL0895
 JL0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC599312(NAD 83)
 JL0895_MARKER: I = METAL ROD
 JL0895_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JL0895_SP_SET: STAINLESS STEEL ROD
 JL0895_STAMPING: B 417 RESET 1990
 JL0895_MARK LOGO: NGS   
 JL0895_PROJECTION: FLUSH
 JL0895_MAGNETIC: I = MARKER IS A STEEL ROD
 JL0895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0895_ROD/PIPE-DEPTH: 1.5  meters
 JL0895
 JL0895  HISTORY     - Date     Condition        Report By
 JL0895  HISTORY     - 1990     MONUMENTED       NGS
 JL0895
 JL0895                          STATION DESCRIPTION
 JL0895
 JL0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 JL0895'21.6 KM (13.42 MI) NORTHERLY ALONG U. S. HIGHWAY 550 FROM THE POST
 JL0895'OFFICE IN OURAY, 5.5 KM (3.42 MI) NORTH OF THE INTERSECTION OF
 JL0895'HIGHWAY 62, 0.25 KM (0.16 MI) NORTH OF MILEPOST 107, 1.9 KM (1.18 MI)
 JL0895'SOUTH OF THE SOUTH END OF RIDGEWAY RESERVOIR, 109.1 M (357.94 FT)
 JL0895'SOUTH-SOUTHWEST OF THE CENTER OF A GATE, 94.5 M (310.04 FT)
 JL0895'SOUTH-SOUTHWEST OF THE OLD BENCH MARK, 30.6 M (100.39 FT)
 JL0895'WEST-SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 550, 22.1 M (72.51
 JL0895'FT) SOUTH-SOUTHEAST OF THE CENTER OF A 24-INCH PIPE CULVERT, 0.5 M
 JL0895'(1.64 FT) NORTHWEST OF A WITNESS POST AND 0.3 M (0.98 FT)
 JL0895'EAST-SOUTHEAST OF A 10-FOOT TALL RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0367 ***********************************************************************
 LK0367  DESIGNATION -  B 418
 LK0367  PID         -  LK0367
 LK0367  STATE/COUNTY-  CO/MORGAN
 LK0367  USGS QUAD   -  VALLERY (1984)
 LK0367
 LK0367                         *CURRENT SURVEY CONTROL
 LK0367  ___________________________________________________________________
 LK0367* NAD 83(1986)-  40 14 34.     (N)    103 57 04.     (W)     SCALED    
 LK0367* NAVD 88     -      1349.295  (meters)    4426.81   (feet)  ADJUSTED  
 LK0367  ___________________________________________________________________
 LK0367  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 LK0367  DYNAMIC HT  -        1348.192 (meters)    4423.19  (feet)  COMP
 LK0367  MODELED GRAV-     979,761.0   (mgal)                       NAVD 88
 LK0367
 LK0367  VERT ORDER  -  FIRST     CLASS II
 LK0367
 LK0367.The horizontal coordinates were scaled from a topographic map and have
 LK0367.an estimated accuracy of +/- 6 seconds.
 LK0367
 LK0367.The orthometric height was determined by differential leveling
 LK0367.and adjusted by the National Geodetic Survey in June 1991..
 LK0367
 LK0367.The geoid height was determined by GEOID03.
 LK0367
 LK0367.The dynamic height is computed by dividing the NAVD 88
 LK0367.geopotential number by the normal gravity value computed on the
 LK0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0367.degrees latitude (g = 980.6199 gals.).
 LK0367
 LK0367.The modeled gravity was interpolated from observed gravity values.
 LK0367
 LK0367;                    North         East    Units  Estimated Accuracy
 LK0367;SPC CO N     -   406,930.    1,046,190.      MT  (+/- 180 meters Scaled)
 LK0367
 LK0367                          SUPERSEDED SURVEY CONTROL
 LK0367
 LK0367.No superseded survey control is available for this station.
 LK0367
 LK0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE892552(NAD 83)
 LK0367_MARKER: I = METAL ROD
 LK0367_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0367_SP_SET: STAINLESS STEEL ROD
 LK0367_STAMPING: B 418 1984
 LK0367_MARK LOGO: NGS   
 LK0367_PROJECTION: FLUSH
 LK0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0367_ROD/PIPE-DEPTH: 17.1 meters
 LK0367
 LK0367  HISTORY     - Date     Condition        Report By
 LK0367  HISTORY     - 1984     MONUMENTED       NGS
 LK0367
 LK0367                          STATION DESCRIPTION
 LK0367
 LK0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LK0367'13.8 KM (8.6 MI) WEST FROM FORT MORGAN.
 LK0367'13.8 KM (8.6 MI) WESTERLY ALONG INTERSTATE HIGHWAY 76 FROM ITS
 LK0367'JUNCTION WITH STATE HIGHWAY 52 IN FORT MORGAN, 0.5 KM (0.3 MI) WEST
 LK0367'OF HIGHWAY MILEPOST 72 AND RAILROAD MILEPOST 472, 81.4 M (267.1 FT)
 LK0367'SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 29.4
 LK0367'M (96.5 FT) SOUTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 LK0367'RAILROAD, AND 9.7 M (31.8 FT) SOUTHWEST OF UTILITY POLE NUMBER 10 F.
 LK0367'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LK0367'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 LK0367'THE MARK IS 2.1 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0406 ***********************************************************************
 LK0406  DESIGNATION -  B 419
 LK0406  PID         -  LK0406
 LK0406  STATE/COUNTY-  CO/LOGAN
 LK0406  USGS QUAD   -  STERLING SOUTH (1951)
 LK0406
 LK0406                         *CURRENT SURVEY CONTROL
 LK0406  ___________________________________________________________________
 LK0406* NAD 83(1986)-  40 35 46.     (N)    103 13 29.     (W)     SCALED    
 LK0406* NAVD 88     -      1206.860  (meters)    3959.51   (feet)  ADJUSTED  
 LK0406  ___________________________________________________________________
 LK0406  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 LK0406  DYNAMIC HT  -        1205.976 (meters)    3956.61  (feet)  COMP
 LK0406  MODELED GRAV-     979,850.4   (mgal)                       NAVD 88
 LK0406
 LK0406  VERT ORDER  -  FIRST     CLASS II
 LK0406
 LK0406.The horizontal coordinates were scaled from a topographic map and have
 LK0406.an estimated accuracy of +/- 6 seconds.
 LK0406
 LK0406.The orthometric height was determined by differential leveling
 LK0406.and adjusted by the National Geodetic Survey in June 1991..
 LK0406
 LK0406.The geoid height was determined by GEOID03.
 LK0406
 LK0406.The dynamic height is computed by dividing the NAVD 88
 LK0406.geopotential number by the normal gravity value computed on the
 LK0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0406.degrees latitude (g = 980.6199 gals.).
 LK0406
 LK0406.The modeled gravity was interpolated from observed gravity values.
 LK0406
 LK0406;                    North         East    Units  Estimated Accuracy
 LK0406;SPC CO N     -   447,480.    1,106,970.      MT  (+/- 180 meters Scaled)
 LK0406
 LK0406                          SUPERSEDED SURVEY CONTROL
 LK0406
 LK0406.No superseded survey control is available for this station.
 LK0406
 LK0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE502954(NAD 83)
 LK0406_MARKER: I = METAL ROD
 LK0406_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0406_SP_SET: STAINLESS STEEL ROD
 LK0406_STAMPING: B 419 1984
 LK0406_MARK LOGO: NGS   
 LK0406_PROJECTION: FLUSH
 LK0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0406_ROD/PIPE-DEPTH: 22.0 meters
 LK0406
 LK0406  HISTORY     - Date     Condition        Report By
 LK0406  HISTORY     - 1984     MONUMENTED       NGS
 LK0406
 LK0406                          STATION DESCRIPTION
 LK0406
 LK0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LK0406'3.9 KM (2.4 MI) SW FROM STERLING.
 LK0406'2.4 KM (1.5 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION
 LK0406'WITH FRONT STREET IN STERLING, 37.9 M (124.3 FT) SOUTHEAST OF THE
 LK0406'CENTERLINE OF THE NORTHEAST BOUND LANES OF THE HIGHWAY, 27.4 M (89.9
 LK0406'FT) NORTHEAST OF THE CENTERLINE OF COUNTY ROAD 24, 12.8 M (42.0 FT)
 LK0406'SOUTHEAST OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD, 1.8 M (5.9
 LK0406'FT) NORTHWEST OF A FENCE, AND 1.4 M (4.6 FT) SOUTHWEST OF A UTILITY
 LK0406'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LK0406'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LK0406'THE MARK IS 0.6 M BELOW THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0093 ***********************************************************************
 HM0093  DESIGNATION -  B 42
 HM0093  PID         -  HM0093
 HM0093  STATE/COUNTY-  CO/MONTEZUMA
 HM0093  USGS QUAD   -  MUD CREEK (1979)
 HM0093
 HM0093                         *CURRENT SURVEY CONTROL
 HM0093  ___________________________________________________________________
 HM0093* NAD 83(1986)-  37 18 44.     (N)    108 37 37.     (W)     SCALED    
 HM0093* NAVD 88     -      1792.894  (meters)    5882.19   (feet)  POSTED    
 HM0093  ___________________________________________________________________
 HM0093  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 HM0093  DYNAMIC HT  -        1790.740 (meters)    5875.12  (feet)  COMP
 HM0093  MODELED GRAV-     979,364.9   (mgal)                       NAVD 88
 HM0093
 HM0093  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HM0093
 HM0093.The horizontal coordinates were scaled from a topographic map and have
 HM0093.an estimated accuracy of +/- 6 seconds.
 HM0093
 HM0093.The orthometric height was determined by differential leveling
 HM0093.and adjusted by the National Geodetic Survey in 1992..
 HM0093.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HM0093.rate of 0.0 thru 1.0 mm/km.
 HM0093
 HM0093.The geoid height was determined by GEOID03.
 HM0093
 HM0093.The dynamic height is computed by dividing the NAVD 88
 HM0093.geopotential number by the normal gravity value computed on the
 HM0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0093.degrees latitude (g = 980.6199 gals.).
 HM0093
 HM0093.The modeled gravity was interpolated from observed gravity values.
 HM0093
 HM0093;                    North         East    Units  Estimated Accuracy
 HM0093;SPC CO S     -   381,090.      637,270.      MT  (+/- 180 meters Scaled)
 HM0093
 HM0093                          SUPERSEDED SURVEY CONTROL
 HM0093
 HM0093  NGVD 29 (??/??/92) 1791.831  (m)         5878.70   (f) ADJ UNCH    1 2
 HM0093
 HM0093.Superseded values are not recommended for survey control.
 HM0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0093.See file dsdata.txt to determine how the superseded data were derived.
 HM0093
 HM0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG102321(NAD 83)
 HM0093_MARKER: DB = BENCH MARK DISK
 HM0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0093_STAMPING: B 42 1934
 HM0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0093+STABILITY: SURFACE MOTION
 HM0093
 HM0093  HISTORY     - Date     Condition        Report By
 HM0093  HISTORY     - 1934     MONUMENTED       CGS
 HM0093  HISTORY     - 1950     GOOD             NGS
 HM0093  HISTORY     - 1975     MARK NOT FOUND   USGS
 HM0093
 HM0093                          STATION DESCRIPTION
 HM0093
 HM0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 HM0093'4 MI SW FROM CORTEZ.
 HM0093'FROM THE MONTEZUMA COUNTY COURTHOUSE IN CORTEZ GO WEST THEN SOUTH ON
 HM0093'U.S. HIGHWAY 666 FOR THREE MILES TO JUNCTION WITH COLORADO HIGHWAY 146
 HM0093'AND SCHOOL ON THE LEFT.  TURN RIGHT (W) ON HIGHWAY 146 FOR 1 MILE AND
 HM0093'MARK ON THE LEFT.  MARK IS 27 FEET SOUTH OF THE CENTERLINE OF HIGHWAY
 HM0093'146 AND 27 FEET NW OF THE CENTERLINE OF THE CURVING ROAD INTO THE
 HM0093'AIRPORT.  A STANDARD BRONZE DISK, SET IN THE TOP OF A CONCRETE POST,
 HM0093'PROJECTING ABOUT 6 INCHES AND STAMPED B 42 1934.  NOTE-- THIS BENCH
 HM0093'MARK IS UNDER WATER PART OF THE YEAR AND THE FREEZING AND THAWING HAS
 HM0093'RAISED IT ABOUT .23 FEET.  SEE PAGE 3, VOL. 2 AND PAGES 5-8, VOL. 3,
 HM0093'MONTEZUMA COUNTY AIRPORT OBSTRUCTION SURVEY.
 HM0093
 HM0093                          STATION RECOVERY (1975)
 HM0093
 HM0093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HM0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0149 ***********************************************************************
 KM0149  DESIGNATION -  B 420
 KM0149  PID         -  KM0149
 KM0149  STATE/COUNTY-  CO/RIO BLANCO
 KM0149  USGS QUAD   -  WATER CANYON (1972)
 KM0149
 KM0149                         *CURRENT SURVEY CONTROL
 KM0149  ___________________________________________________________________
 KM0149* NAD 83(1992)-  39 57 48.96485(N)    108 46 27.18814(W)     ADJUSTED  
 KM0149* NAVD 88     -      1712.899  (meters)    5619.74   (feet)  ADJUSTED  
 KM0149  ___________________________________________________________________
 KM0149  X           -  -1,575,921.824 (meters)                     COMP
 KM0149  Y           -  -4,636,076.843 (meters)                     COMP
 KM0149  Z           -   4,075,978.462 (meters)                     COMP
 KM0149  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 KM0149  ELLIP HEIGHT-        1696.53  (meters)          (12/03/02) GPS OBS
 KM0149  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 KM0149  DYNAMIC HT  -        1711.282 (meters)    5614.43  (feet)  COMP
 KM0149  MODELED GRAV-     979,622.1   (mgal)                       NAVD 88
 KM0149
 KM0149  HORZ ORDER  -  FIRST
 KM0149  VERT ORDER  -  FIRST     CLASS II
 KM0149  ELLP ORDER  -  FOURTH    CLASS II
 KM0149
 KM0149.The horizontal coordinates were established by GPS observations
 KM0149.and adjusted by the CO DEPT OF TRANSP in October 2002..
 KM0149
 KM0149.The orthometric height was determined by differential leveling
 KM0149.and adjusted by the National Geodetic Survey in June 1991..
 KM0149
 KM0149.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KM0149
 KM0149.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0149
 KM0149.The ellipsoidal height was determined by GPS observations
 KM0149.and is referenced to NAD 83.
 KM0149
 KM0149.The geoid height was determined by GEOID03.
 KM0149
 KM0149.The dynamic height is computed by dividing the NAVD 88
 KM0149.geopotential number by the normal gravity value computed on the
 KM0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0149.degrees latitude (g = 980.6199 gals.).
 KM0149
 KM0149.The modeled gravity was interpolated from observed gravity values.
 KM0149
 KM0149;                    North         East     Units Scale Factor Converg.
 KM0149;SPC CO N     -   379,943.022   634,727.386   MT  0.99996933   -2 06 56.1
 KM0149;SPC CO N     - 1,246,529.73  2,082,434.77   sFT  0.99996933   -2 06 56.1
 KM0149;UTM  12      - 4,426,089.656   690,101.307   MT  1.00004491   +1 25 48.2
 KM0149
 KM0149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0149!SPC CO N     -   0.99973392  x   0.99996933  =   0.99970326
 KM0149!UTM  12      -   0.99973392  x   1.00004491  =   0.99977882
 KM0149
 KM0149                          SUPERSEDED SURVEY CONTROL
 KM0149
 KM0149  ELLIP H (10/09/02) 1696.53   (m)                       GP(       ) 4 1
 KM0149  NAVD 88 (10/09/02) 1712.90   (m)         5619.7    (f) LEVELING    3  
 KM0149
 KM0149.Superseded values are not recommended for survey control.
 KM0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0149.See file dsdata.txt to determine how the superseded data were derived.
 KM0149
 KM0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK9010126090(NAD 83)
 KM0149_MARKER: DB = BENCH MARK DISK
 KM0149_SETTING: 66 = SET IN ROCK OUTCROP
 KM0149_SP_SET: ROCK OUTCROP
 KM0149_STAMPING: B 420 1984
 KM0149_MARK LOGO: NGS   
 KM0149_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KM0149_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0149+STABILITY: POSITION/ELEVATION WELL
 KM0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0149+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2001
 KM0149
 KM0149  HISTORY     - Date     Condition        Report By
 KM0149  HISTORY     - 1984     MONUMENTED       NGS
 KM0149  HISTORY     - 20011103 GOOD             NGS
 KM0149  HISTORY     - 20060523 GOOD             GEOCAC
 KM0149
 KM0149                          STATION DESCRIPTION
 KM0149
 KM0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0149'16.2 KM (10.05 MI) SOUT FROM RANGELY.
 KM0149'1.8 KM (1.1 MI) EAST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE IN
 KM0149'RANGELY, THENCE 14.4 KM (8.95 MI) SOUTHERLY ALONG STATE HIGHWAY 139,
 KM0149'IN A 13.0 BY 30.0 FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.2 KM
 KM0149'(0.1 MI) SOUTHEAST OF THE INTERSECTION OF ANGELO RIDGE ROAD, 0.4 KM
 KM0149'(0.25 MI) NORTH OF THE NORTH DOUGLAS PUMPING STATION, 69.5 M (228.0
 KM0149'FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 5.9 M (19.4 FT) NORTH
 KM0149'OF THE SOUTH END AND 2.5 M (8.2 FT) EAST OF THE WEST END OF THE
 KM0149'OUTCROP.
 KM0149'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 KM0149'THE MARK IS 3.1 M ABOVE THE HIGHWAY.
 KM0149
 KM0149                          STATION RECOVERY (2001)
 KM0149
 KM0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 KM0149'THE STATION IS LOCATED 25 MI NORTH OF DOUGLAS PASS, 8.5 MI SOUTH OF
 KM0149'RANGELY
 KM0149'AND 7.8 MI NORTH-NORTHWEST OF WHERE EAST DOUGLAS CREEK JOINS WEST
 KM0149'DOUGLAS CREEK, IN
 KM0149'THE NORTHWEST 1/4 OF SECTION 18, T1 S, R 101 W, AT STATE HIGHWAY
 KM0149'MILEPOST 62.9.
 KM0149'OWNERSHIP--U. S. BUREAU OF LAND MANAGEMENT.
 KM0149' 
 KM0149'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 64 AND
 KM0149'STATE HIGHWAY 139,
 KM0149'EAST OF RANGELY, GO SOUTH ON STATE HIGHWAY 139 FOR 8.95 MI TO THE
 KM0149'STATION ON THE RIGHT,
 KM0149'0.1 MI SOUTHEAST FROM THE INTERSECTION OF WATER CANYON ROAD AND 0.25
 KM0149'MI NORTH  FROM
 KM0149'THE NORTH DOUGLAS PUMPING STATION.
 KM0149' 
 KM0149'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF A 4 M
 KM0149'BY 9 M SANDSTONE
 KM0149'OUTCROP. IT IS 69.5 M WEST FROM THE CENTER LINE OF THE HIGHWAY, 5.9 M
 KM0149'NORTH FROM THE
 KM0149'SOUTH END AND 2.5 M EAST FROM THE WEST END OF THE ROCK OUTCROP, 0.3 M
 KM0149'NORTH FROM A
 KM0149'WITNESS POST AND ABOUT 3.1 M ABOVE THE HIGHWAY.
 KM0149' 
 KM0149' 
 KM0149'
 KM0149
 KM0149                          STATION RECOVERY (2006)
 KM0149
 KM0149'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KM0149'FOUND ABOUT 0.13 MILES NORTHWEST OF THE CATTLE GUARD ACROSS WEST FOUR
 KM0149'MILE DRAW ROAD LEADING WEST, AND ABOUT 165 FEET WEST OF A RIGHT-OF-WAY
 KM0149'FENCE.  HANDHELD COORDINATES ARE N39-57-49.02 W108-46-27.24.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0595 ***********************************************************************
 JL0595  DESIGNATION -  B 421
 JL0595  PID         -  JL0595
 JL0595  STATE/COUNTY-  CO/CHAFFEE
 JL0595  USGS QUAD   -  PONCHA PASS (1994)
 JL0595
 JL0595                         *CURRENT SURVEY CONTROL
 JL0595  ___________________________________________________________________
 JL0595* NAD 83(1986)-  38 27 20.     (N)    106 05 59.     (W)     SCALED    
 JL0595* NAVD 88     -      2534.280  (meters)    8314.55   (feet)  ADJUSTED  
 JL0595  ___________________________________________________________________
 JL0595  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 JL0595  DYNAMIC HT  -        2531.002 (meters)    8303.80  (feet)  COMP
 JL0595  MODELED GRAV-     979,243.8   (mgal)                       NAVD 88
 JL0595
 JL0595  VERT ORDER  -  FIRST     CLASS II
 JL0595
 JL0595.The horizontal coordinates were scaled from a topographic map and have
 JL0595.an estimated accuracy of +/- 6 seconds.
 JL0595
 JL0595.The orthometric height was determined by differential leveling
 JL0595.and adjusted by the National Geodetic Survey in June 1991..
 JL0595
 JL0595.The geoid height was determined by GEOID03.
 JL0595
 JL0595.The dynamic height is computed by dividing the NAVD 88
 JL0595.geopotential number by the normal gravity value computed on the
 JL0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0595.degrees latitude (g = 980.6199 gals.).
 JL0595
 JL0595.The modeled gravity was interpolated from observed gravity values.
 JL0595
 JL0595;                    North         East    Units  Estimated Accuracy
 JL0595;SPC CO C     -   374,050.      862,060.      MT  (+/- 180 meters Scaled)
 JL0595
 JL0595                          SUPERSEDED SURVEY CONTROL
 JL0595
 JL0595.No superseded survey control is available for this station.
 JL0595
 JL0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC040569(NAD 83)
 JL0595_MARKER: DB = BENCH MARK DISK
 JL0595_SETTING: 66 = SET IN ROCK OUTCROP
 JL0595_SP_SET: ROCK OUTCROP
 JL0595_STAMPING: B 421 1984
 JL0595_MARK LOGO: NGS   
 JL0595_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0595+STABILITY: POSITION/ELEVATION WELL
 JL0595
 JL0595  HISTORY     - Date     Condition        Report By
 JL0595  HISTORY     - 1984     MONUMENTED       NGS
 JL0595
 JL0595                          STATION DESCRIPTION
 JL0595
 JL0595'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0595'8.0 KM (4.95 MI) SOUTH FROM PONCHA SPRINGS.
 JL0595'8.0 KM (4.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM ITS NORTH
 JL0595'JUNCTION WITH U.S. HIGHWAY 50 IN PONCHA SPRINGS, 1.0 KM (0.6 MI) NORTH
 JL0595'OF THE JUNCTION OF COUNTY ROAD 200, NEAR THE CENTER OF THE EAST END OF
 JL0595'A LARGE EXPOSED AREA OF OUTCROPPING BEDROCK ALONG THE EAST SLOPE OF
 JL0595'CLEVELAND MOUNTAIN, 36.0 M (118.1 FT) NORTH OF MILEPOST 122, AND 12.4
 JL0595'M (40.7 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 JL0595'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JL0595'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0547 ***********************************************************************
 JL0547  DESIGNATION -  B 423
 JL0547  PID         -  JL0547
 JL0547  STATE/COUNTY-  CO/SAGUACHE
 JL0547  USGS QUAD   -  DOYLEVILLE (1962)
 JL0547
 JL0547                         *CURRENT SURVEY CONTROL
 JL0547  ___________________________________________________________________
 JL0547* NAD 83(1986)-  38 24 48.     (N)    106 30 32.     (W)     SCALED    
 JL0547* NAVD 88     -      2513.665  (meters)    8246.92   (feet)  ADJUSTED  
 JL0547  ___________________________________________________________________
 JL0547  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 JL0547  DYNAMIC HT  -        2510.417 (meters)    8236.26  (feet)  COMP
 JL0547  MODELED GRAV-     979,246.4   (mgal)                       NAVD 88
 JL0547
 JL0547  VERT ORDER  -  FIRST     CLASS II
 JL0547
 JL0547.The horizontal coordinates were scaled from a topographic map and have
 JL0547.an estimated accuracy of +/- 6 seconds.
 JL0547
 JL0547.The orthometric height was determined by differential leveling
 JL0547.and adjusted by the National Geodetic Survey in June 1991..
 JL0547
 JL0547.The geoid height was determined by GEOID03.
 JL0547
 JL0547.The dynamic height is computed by dividing the NAVD 88
 JL0547.geopotential number by the normal gravity value computed on the
 JL0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0547.degrees latitude (g = 980.6199 gals.).
 JL0547
 JL0547.The modeled gravity was interpolated from observed gravity values.
 JL0547
 JL0547;                    North         East    Units  Estimated Accuracy
 JL0547;SPC CO S     -   499,140.      826,290.      MT  (+/- 180 meters Scaled)
 JL0547
 JL0547                          SUPERSEDED SURVEY CONTROL
 JL0547
 JL0547.No superseded survey control is available for this station.
 JL0547
 JL0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC682527(NAD 83)
 JL0547_MARKER: DB = BENCH MARK DISK
 JL0547_SETTING: 66 = SET IN ROCK OUTCROP
 JL0547_SP_SET: ROCK OUTCROP
 JL0547_STAMPING: B 423 1984
 JL0547_MARK LOGO: NGS   
 JL0547_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0547+STABILITY: POSITION/ELEVATION WELL
 JL0547
 JL0547  HISTORY     - Date     Condition        Report By
 JL0547  HISTORY     - 1984     MONUMENTED       NGS
 JL0547
 JL0547                          STATION DESCRIPTION
 JL0547
 JL0547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0547'40.8 KM (25.35 MI) EAST FROM GUNNISON.
 JL0547'40.8 KM (25.35 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JL0547'WITH STATE HIGHWAY 135 IN GUNNISON, IN TOP OF A 4 BY 10 FOOT EXPOSED
 JL0547'AREA OF BEDROCK IN A HIGHWAY CUT, 10.4 KM (6.45 MI) WEST OF THE
 JL0547'INTERSECTION OF MARSHALL PASS ROAD, 10.2 KM (6.35 MI) EAST OF THE
 JL0547'INTERSECTION OF COUNTY ROAD 45, 13.8 M (45.3 FT) NORTHEAST OF THE
 JL0547'CENTERLINE OF THE HIGHWAY, AND 4.6 M (15.1 FT) NORTH OF AND 10 FT
 JL0547'HIGHER THAN THE NORTH END OF A PIPE CULVERT.
 JL0547'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST
 JL0547'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0520 ***********************************************************************
 JL0520  DESIGNATION -  B 424
 JL0520  PID         -  JL0520
 JL0520  STATE/COUNTY-  CO/GUNNISON
 JL0520  USGS QUAD   -  BIG MESA (1982)
 JL0520
 JL0520                         *CURRENT SURVEY CONTROL
 JL0520  ___________________________________________________________________
 JL0520* NAD 83(1986)-  38 29 50.     (N)    107 01 40.     (W)     SCALED    
 JL0520* NAVD 88     -      2295.798  (meters)    7532.13   (feet)  ADJUSTED  
 JL0520  ___________________________________________________________________
 JL0520  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 JL0520  DYNAMIC HT  -        2293.017 (meters)    7523.01  (feet)  COMP
 JL0520  MODELED GRAV-     979,334.7   (mgal)                       NAVD 88
 JL0520
 JL0520  VERT ORDER  -  FIRST     CLASS II
 JL0520
 JL0520.The horizontal coordinates were scaled from a topographic map and have
 JL0520.an estimated accuracy of +/- 6 seconds.
 JL0520
 JL0520.The orthometric height was determined by differential leveling
 JL0520.and adjusted by the National Geodetic Survey in June 1991..
 JL0520
 JL0520.The geoid height was determined by GEOID03.
 JL0520
 JL0520.The dynamic height is computed by dividing the NAVD 88
 JL0520.geopotential number by the normal gravity value computed on the
 JL0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0520.degrees latitude (g = 980.6199 gals.).
 JL0520
 JL0520.The modeled gravity was interpolated from observed gravity values.
 JL0520
 JL0520;                    North         East    Units  Estimated Accuracy
 JL0520;SPC CO C     -   379,620.      781,130.      MT  (+/- 180 meters Scaled)
 JL0520
 JL0520                          SUPERSEDED SURVEY CONTROL
 JL0520
 JL0520.No superseded survey control is available for this station.
 JL0520
 JL0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC231629(NAD 83)
 JL0520_MARKER: DB = BENCH MARK DISK
 JL0520_SETTING: 66 = SET IN ROCK OUTCROP
 JL0520_SP_SET: ROCK OUTCROP
 JL0520_STAMPING: B 424 1984
 JL0520_MARK LOGO: NGS   
 JL0520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0520+STABILITY: POSITION/ELEVATION WELL
 JL0520
 JL0520  HISTORY     - Date     Condition        Report By
 JL0520  HISTORY     - 1984     MONUMENTED       NGS
 JL0520
 JL0520                          STATION DESCRIPTION
 JL0520
 JL0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0520'11.3 KM (7.0 MI) WEST FROM GUNNISON.
 JL0520'11.3 KM (7.0 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH
 JL0520'STATE HIGHWAY 135 IN GUNNISON, NEAR THE WEST END OF A 12 BY 16 FOOT
 JL0520'EXPOSED AREA OF OUTCROPPING BEDROCK AT THE SOUTHWEST END OF A POND,
 JL0520'3.6 KM (2.25 MI) EAST OF THE INTERSECTION OF STATE HIGHWAY 149, 27.1 M
 JL0520'(88.9 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.7 M
 JL0520'(2.3 FT) NORTHEAST OF THE SOUTHWEST END OF THE OUTCROP.
 JL0520'THE MARK IS 0.6 METERS  NE FROM  A WITNESS POST
 JL0520'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0496 ***********************************************************************
 JL0496  DESIGNATION -  B 425
 JL0496  PID         -  JL0496
 JL0496  STATE/COUNTY-  CO/GUNNISON
 JL0496  USGS QUAD   -  CURECANTI NEEDLE (1982)
 JL0496
 JL0496                         *CURRENT SURVEY CONTROL
 JL0496  ___________________________________________________________________
 JL0496* NAD 83(1986)-  38 25 23.     (N)    107 24 08.     (W)     SCALED    
 JL0496* NAVD 88     -      2590.828  (meters)    8500.07   (feet)  ADJUSTED  
 JL0496  ___________________________________________________________________
 JL0496  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 JL0496  DYNAMIC HT  -        2587.557 (meters)    8489.34  (feet)  COMP
 JL0496  MODELED GRAV-     979,272.2   (mgal)                       NAVD 88
 JL0496
 JL0496  VERT ORDER  -  FIRST     CLASS II
 JL0496
 JL0496.The horizontal coordinates were scaled from a topographic map and have
 JL0496.an estimated accuracy of +/- 6 seconds.
 JL0496
 JL0496.The orthometric height was determined by differential leveling
 JL0496.and adjusted by the National Geodetic Survey in June 1991..
 JL0496
 JL0496.The geoid height was determined by GEOID03.
 JL0496
 JL0496.The dynamic height is computed by dividing the NAVD 88
 JL0496.geopotential number by the normal gravity value computed on the
 JL0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0496.degrees latitude (g = 980.6199 gals.).
 JL0496
 JL0496.The modeled gravity was interpolated from observed gravity values.
 JL0496
 JL0496;                    North         East    Units  Estimated Accuracy
 JL0496;SPC CO C     -   372,000.      748,300.      MT  (+/- 180 meters Scaled)
 JL0496
 JL0496                          SUPERSEDED SURVEY CONTROL
 JL0496
 JL0496.No superseded survey control is available for this station.
 JL0496
 JL0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC902554(NAD 83)
 JL0496_MARKER: I = METAL ROD
 JL0496_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JL0496+WITH SETTING: INFORMATION.
 JL0496_SP_SET: SHALLOW-SET METAL ROD
 JL0496_STAMPING: B 425 1984
 JL0496_MARK LOGO: NGS   
 JL0496_PROJECTION: FLUSH
 JL0496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0496_ROD/PIPE-DEPTH: 2.4  meters
 JL0496
 JL0496  HISTORY     - Date     Condition        Report By
 JL0496  HISTORY     - 1984     MONUMENTED       NGS
 JL0496
 JL0496                          STATION DESCRIPTION
 JL0496
 JL0496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0496'51.3 KM (31.85 MI) WEST FROM GUNNISON.
 JL0496'51.3 KM (31.85 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JL0496'WITH STATE HIGHWAY 135 IN GUNNISON, 6.1 KM (3.8 FT) WEST OF THE BLUE
 JL0496'MESA POINT POST OFFICE, 17.5 M (57.4 FT) EAST OF UTILITY POLE NUMBER
 JL0496'100-1, 11.5 M (37.7 FT) EAST OF A CATTLE LOADING CHUTE, 17.3 M
 JL0496'(56.8 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 4.8 M (15.7 FT)
 JL0496'NORTH OF THE CENTER OF A FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM
 JL0496'POINT IS THROUGH A 5-INCH LOGO CAP.
 JL0496'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JL0496'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0470 ***********************************************************************
 JL0470  DESIGNATION -  B 426
 JL0470  PID         -  JL0470
 JL0470  STATE/COUNTY-  CO/MONTROSE
 JL0470  USGS QUAD   -  CERRO SUMMIT (1982)
 JL0470
 JL0470                         *CURRENT SURVEY CONTROL
 JL0470  ___________________________________________________________________
 JL0470* NAD 83(1986)-  38 28 58.     (N)    107 43 10.     (W)     SCALED    
 JL0470* NAVD 88     -      2041.668  (meters)    6698.37   (feet)  ADJUSTED  
 JL0470  ___________________________________________________________________
 JL0470  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 JL0470  DYNAMIC HT  -        2039.291 (meters)    6690.57  (feet)  COMP
 JL0470  MODELED GRAV-     979,391.4   (mgal)                       NAVD 88
 JL0470
 JL0470  VERT ORDER  -  FIRST     CLASS II
 JL0470
 JL0470.The horizontal coordinates were scaled from a topographic map and have
 JL0470.an estimated accuracy of +/- 6 seconds.
 JL0470
 JL0470.The orthometric height was determined by differential leveling
 JL0470.and adjusted by the National Geodetic Survey in June 1991..
 JL0470
 JL0470.The geoid height was determined by GEOID03.
 JL0470
 JL0470.The dynamic height is computed by dividing the NAVD 88
 JL0470.geopotential number by the normal gravity value computed on the
 JL0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0470.degrees latitude (g = 980.6199 gals.).
 JL0470
 JL0470.The modeled gravity was interpolated from observed gravity values.
 JL0470
 JL0470;                    North         East    Units  Estimated Accuracy
 JL0470;SPC CO S     -   508,670.      720,760.      MT  (+/- 180 meters Scaled)
 JL0470
 JL0470                          SUPERSEDED SURVEY CONTROL
 JL0470
 JL0470.No superseded survey control is available for this station.
 JL0470
 JL0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC627628(NAD 83)
 JL0470_MARKER: I = METAL ROD
 JL0470_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JL0470_SP_SET: STAINLESS STEEL ROD
 JL0470_STAMPING: B 426 1984
 JL0470_MARK LOGO: NGS   
 JL0470_PROJECTION: FLUSH
 JL0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0470+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2004
 JL0470_ROD/PIPE-DEPTH: 7.3  meters
 JL0470
 JL0470  HISTORY     - Date     Condition        Report By
 JL0470  HISTORY     - 1984     MONUMENTED       NGS
 JL0470  HISTORY     - 20040919 GOOD             USPSQD
 JL0470
 JL0470                          STATION DESCRIPTION
 JL0470
 JL0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0470'14.7 KM (9.15 MI) EAST FROM MONTROSE.
 JL0470'14.7 KM (9.15 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JL0470'WITH U.S. HIGHWAY 550 IN MONTROSE, 2.0 KM (1.25 MI) EAST OF THE
 JL0470'INTERSECTION OF STATE HIGHWAY 347 LEADING NORTH TO THE BLACK CANYON OF
 JL0470'THE GUNNISON NATIONAL MONUMENT, 61.6 M (202.1 FT) NORTHWEST OF THE
 JL0470'CENTER OF KIKIKIN ROAD, 19.6 M (64.3 FT) SOUTHWEST OF THE CENTERLINE
 JL0470'OF THE HIGHWAY, 4.5 M (14.8 FT) SOUTHEAST OF THE CENTER OF A FIELD
 JL0470'ENTRANCE, AND 0.3 M (1.0 FT) NORTHEAST OF A FENCE.  NOTE=ACCESS TO THE
 JL0470'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 JL0470'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST
 JL0470'THE MARK IS 2.0 M BELOW THE HIGHWAY.
 JL0470
 JL0470                          STATION RECOVERY (2004)
 JL0470
 JL0470'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 JL0470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0198 ***********************************************************************
 KM0198  DESIGNATION -  B 427
 KM0198  PID         -  KM0198
 KM0198  STATE/COUNTY-  CO/GARFIELD
 KM0198  USGS QUAD   -  HOWARD CANYON (1968)
 KM0198
 KM0198                         *CURRENT SURVEY CONTROL
 KM0198  ___________________________________________________________________
 KM0198* NAD 83(1992)-  39 22 39.42840(N)    108 48 47.99646(W)     ADJUSTED  
 KM0198* NAVD 88     -      1529.052  (meters)    5016.56   (feet)  ADJUSTED  
 KM0198  ___________________________________________________________________
 KM0198  X           -  -1,592,437.680 (meters)                     COMP
 KM0198  Y           -  -4,674,189.440 (meters)                     COMP
 KM0198  Z           -   4,025,769.473 (meters)                     COMP
 KM0198  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 KM0198  ELLIP HEIGHT-        1512.23  (meters)          (12/03/02) GPS OBS
 KM0198  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 KM0198  DYNAMIC HT  -        1527.592 (meters)    5011.77  (feet)  COMP
 KM0198  MODELED GRAV-     979,618.3   (mgal)                       NAVD 88
 KM0198
 KM0198  HORZ ORDER  -  FIRST
 KM0198  VERT ORDER  -  FIRST     CLASS II
 KM0198  ELLP ORDER  -  FOURTH    CLASS II
 KM0198
 KM0198.The horizontal coordinates were established by GPS observations
 KM0198.and adjusted by the CO DEPT OF TRANSP in October 2002..
 KM0198
 KM0198.The orthometric height was determined by differential leveling
 KM0198.and adjusted by the National Geodetic Survey in June 1991..
 KM0198
 KM0198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KM0198
 KM0198.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0198
 KM0198.The ellipsoidal height was determined by GPS observations
 KM0198.and is referenced to NAD 83.
 KM0198
 KM0198.The geoid height was determined by GEOID03.
 KM0198
 KM0198.The dynamic height is computed by dividing the NAVD 88
 KM0198.geopotential number by the normal gravity value computed on the
 KM0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0198.degrees latitude (g = 980.6199 gals.).
 KM0198
 KM0198.The modeled gravity was interpolated from observed gravity values.
 KM0198
 KM0198;                    North         East     Units Scale Factor Converg.
 KM0198;SPC CO C     -   481,434.487   628,989.913   MT  0.99994753   -2 05 22.9
 KM0198;SPC CO C     - 1,579,506.31  2,063,611.07   sFT  0.99994753   -2 05 22.9
 KM0198;UTM  12      - 4,360,963.522   688,345.824   MT  1.00003679   +1 23 15.7
 KM0198
 KM0198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0198!SPC CO C     -   0.99976280  x   0.99994753  =   0.99971035
 KM0198!UTM  12      -   0.99976280  x   1.00003679  =   0.99979958
 KM0198
 KM0198                          SUPERSEDED SURVEY CONTROL
 KM0198
 KM0198  ELLIP H (10/09/02) 1512.25   (m)                       GP(       ) 4 1
 KM0198  NAVD 88 (10/09/02) 1529.05   (m)         5016.6    (f) LEVELING    3  
 KM0198
 KM0198.Superseded values are not recommended for survey control.
 KM0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0198.See file dsdata.txt to determine how the superseded data were derived.
 KM0198
 KM0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ8834660964(NAD 83)
 KM0198_MARKER: I = METAL ROD
 KM0198_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KM0198_SP_SET: STAINLESS STEEL ROD
 KM0198_STAMPING: B 427 1984
 KM0198_MARK LOGO: NGS   
 KM0198_PROJECTION: FLUSH
 KM0198_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0198+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2005
 KM0198_ROD/PIPE-DEPTH: 10.4 meters
 KM0198
 KM0198  HISTORY     - Date     Condition        Report By
 KM0198  HISTORY     - 1984     MONUMENTED       NGS
 KM0198  HISTORY     - 20011101 GOOD             NGS
 KM0198  HISTORY     - 20050613 GOOD             GEOCAC
 KM0198
 KM0198                          STATION DESCRIPTION
 KM0198
 KM0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0198'20.2 KM (12.55 MI) NORT FROM LOMA.
 KM0198'20.2 KM (12.55 MI) NORTHERLY ALONG STATE HIGHAY 139 FROM THE POST
 KM0198'OFFICE IN LOMA, 1.2 KM (0.75 MI) NORTH OF THE GARFIELD-MESA COUNTY
 KM0198'LINE, 35.7 M (117.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 KM0198'17.8 M (58.4 FT) SOUTH OF THE CENTER OF A TRACK ROAD LEADING
 KM0198'SOUTHEAST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 KM0198'CAP.
 KM0198'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 KM0198'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 KM0198
 KM0198                          STATION RECOVERY (2001)
 KM0198
 KM0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 KM0198'THE STATION IS LOCATED 15.15 MI SOUTH OF DOUGLAS PASS, 12.4 MI NORTH
 KM0198'OF LOMA AND 0.8 MI
 KM0198'NORTH OF THE MESA-GARFIELD COUNTY LINE, IN THE NORTHEAST 1/4 OF
 KM0198'SECTION 7, T 8 S, R 102 W,
 KM0198'AT STATE HIGHWAY MILEPOST 14.1. OWNERSHIP--U. S. BUREAU OF LAND
 KM0198'MANAGEMENT.
 KM0198' 
 KM0198'TO REACH THE STATION FROM THE POST OFFICE AT LOMA, GO NORTH ON STATE
 KM0198'HIGHWAY 139 FOR
 KM0198'12.55 MI TO THE STATION ON THE RIGHT, 0.75 MI NORTH OF THE
 KM0198'MESA-GARFIELD COUNTY LINE.
 KM0198' 
 KM0198'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 10.4 M LONG STAINLESS STEEL
 KM0198'ROD DRIVEN TO
 KM0198'REFUSAL, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A
 KM0198'CONCRETE COLLAR,
 KM0198'FLUSH WITH THE GROUND. IT IS 35.7 M EAST FROM THE CENTER LINE OF THE
 KM0198'HIGHWAY, 17.8 M
 KM0198'SOUTH FROM THE CENTER OF A TRACK ROAD LEADING SOUTHEAST, 0.3 M WEST
 KM0198'FROM A WITNESS
 KM0198'POST AND ABOUT 0.3 M BELOW THE HIGHWAY.
 KM0198'
 KM0198
 KM0198                          STATION RECOVERY (2005)
 KM0198
 KM0198'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0180 ***********************************************************************
 KM0180  DESIGNATION -  B 428
 KM0180  PID         -  KM0180
 KM0180  STATE/COUNTY-  CO/GARFIELD
 KM0180  USGS QUAD   -  DOUGLAS PASS (1964)
 KM0180
 KM0180                         *CURRENT SURVEY CONTROL
 KM0180  ___________________________________________________________________
 KM0180* NAD 83(1986)-  39 34 59.     (N)    108 48 37.     (W)     SCALED    
 KM0180* NAVD 88     -      2160.783  (meters)    7089.17   (feet)  ADJUSTED  
 KM0180  ___________________________________________________________________
 KM0180  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 KM0180  DYNAMIC HT  -        2158.438 (meters)    7081.48  (feet)  COMP
 KM0180  MODELED GRAV-     979,463.9   (mgal)                       NAVD 88
 KM0180
 KM0180  VERT ORDER  -  FIRST     CLASS II
 KM0180
 KM0180.The horizontal coordinates were scaled from a topographic map and have
 KM0180.an estimated accuracy of +/- 6 seconds.
 KM0180
 KM0180.The orthometric height was determined by differential leveling
 KM0180.and adjusted by the National Geodetic Survey in June 1991..
 KM0180
 KM0180.The geoid height was determined by GEOID03.
 KM0180
 KM0180.The dynamic height is computed by dividing the NAVD 88
 KM0180.geopotential number by the normal gravity value computed on the
 KM0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0180.degrees latitude (g = 980.6199 gals.).
 KM0180
 KM0180.The modeled gravity was interpolated from observed gravity values.
 KM0180
 KM0180;                    North         East    Units  Estimated Accuracy
 KM0180;SPC CO C     -   504,220.      630,080.      MT  (+/- 180 meters Scaled)
 KM0180
 KM0180                          SUPERSEDED SURVEY CONTROL
 KM0180
 KM0180.No superseded survey control is available for this station.
 KM0180
 KM0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ880837(NAD 83)
 KM0180_MARKER: DB = BENCH MARK DISK
 KM0180_SETTING: 66 = SET IN ROCK OUTCROP
 KM0180_SP_SET: ROCK OUTCROP
 KM0180_STAMPING: B 428 1984
 KM0180_MARK LOGO: NGS   
 KM0180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0180_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KM0180+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 KM0180
 KM0180  HISTORY     - Date     Condition        Report By
 KM0180  HISTORY     - 1984     MONUMENTED       NGS
 KM0180  HISTORY     - 20040702 GOOD             NGS
 KM0180  HISTORY     - 20060523 GOOD             GEOCAC
 KM0180
 KM0180                          STATION DESCRIPTION
 KM0180
 KM0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0180'48.1 KM (29.9 MI) NORTH FROM LOMA.
 KM0180'48.1 KM (29.9 MI) NORTHERLY ALONG STATE HIGHWAY 139 FROM THE POST
 KM0180'OFFICE IN LOMA, SET VERTICALLY IN THE SOUTHWEST FACE OF AN 8.0 BY
 KM0180'250.O FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 0.9 KM (0.55 MI)
 KM0180'SOUTHEAST OF MILEPOST 32, 67.8 M (222.4 FT) SOUTH OF THE NORTHWEST END
 KM0180'AND 8.3 M (27.2 FT) NORTHWEST OF THE SOUTHEAST END OF THE OUTCROP, AND
 KM0180'8.2 M (26.9 FT) NORTHEAST OF THE CENTERLINE THE HIGHWAY.
 KM0180'THE MARK IS 0.6 METERS  SE FROM  A WITNESS POST
 KM0180'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 KM0180
 KM0180                          STATION RECOVERY (2004)
 KM0180
 KM0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 KM0180'ROCK AROUND THE MARK IS ERODING.  THE MARK AND ITS CEMENT ARE SOLID,
 KM0180'BUT MARK PROJECTS 2 CM (TOWARDS ROAD) FROM ROCK FACE.
 KM0180
 KM0180                          STATION RECOVERY (2006)
 KM0180
 KM0180'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KM0180'HANDHELD COORDINATES ARE N39-34-58.02 W108-48-36.12.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0363 ***********************************************************************
 JM0363  DESIGNATION -  B 429
 JM0363  PID         -  JM0363
 JM0363  STATE/COUNTY-  CO/DELTA
 JM0363  USGS QUAD   -  DOMINGUEZ (1969)
 JM0363
 JM0363                         *CURRENT SURVEY CONTROL
 JM0363  ___________________________________________________________________
 JM0363* NAD 83(1986)-  38 50 48.     (N)    108 18 06.     (W)     SCALED    
 JM0363* NAVD 88     -      1646.554  (meters)    5402.07   (feet)  ADJUSTED  
 JM0363  ___________________________________________________________________
 JM0363  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 JM0363  DYNAMIC HT  -        1644.864 (meters)    5396.52  (feet)  COMP
 JM0363  MODELED GRAV-     979,543.7   (mgal)                       NAVD 88
 JM0363
 JM0363  VERT ORDER  -  FIRST     CLASS II
 JM0363
 JM0363.The horizontal coordinates were scaled from a topographic map and have
 JM0363.an estimated accuracy of +/- 6 seconds.
 JM0363
 JM0363.The orthometric height was determined by differential leveling
 JM0363.and adjusted by the National Geodetic Survey in June 1991..
 JM0363
 JM0363.The geoid height was determined by GEOID03.
 JM0363
 JM0363.The dynamic height is computed by dividing the NAVD 88
 JM0363.geopotential number by the normal gravity value computed on the
 JM0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0363.degrees latitude (g = 980.6199 gals.).
 JM0363
 JM0363.The modeled gravity was interpolated from observed gravity values.
 JM0363
 JM0363;                    North         East    Units  Estimated Accuracy
 JM0363;SPC CO C     -   421,040.      671,230.      MT  (+/- 180 meters Scaled)
 JM0363
 JM0363                          SUPERSEDED SURVEY CONTROL
 JM0363
 JM0363.No superseded survey control is available for this station.
 JM0363
 JM0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ341032(NAD 83)
 JM0363_MARKER: I = METAL ROD
 JM0363_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JM0363+WITH SETTING: INFORMATION.
 JM0363_SP_SET: SHALLOW-SET METAL ROD
 JM0363_STAMPING: B 429 1984
 JM0363_MARK LOGO: NGS   
 JM0363_PROJECTION: FLUSH
 JM0363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JM0363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0363+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2006
 JM0363_ROD/PIPE-DEPTH: 1.3  meters
 JM0363
 JM0363  HISTORY     - Date     Condition        Report By
 JM0363  HISTORY     - 1984     MONUMENTED       NGS
 JM0363  HISTORY     - 20060227 GOOD             GEOCAC
 JM0363
 JM0363                          STATION DESCRIPTION
 JM0363
 JM0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JM0363'27.8 KM (17.3 MI) NW FROM DELTA.
 JM0363'27.8 KM (17.3 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 50 FROM ITS
 JM0363'JUNCTION WITH STATE HIGHWAY 92 IN DELTA, 0.8 KM (0.5 MI) SOUTHEAST OF
 JM0363'THE DELTA-MESA COUNTY LINE, 94.3 M (309.4 FT) NORTHWEST OF THE CENTER
 JM0363'OF A DIRT ROAD LEADING NORTHEAST TO THE COUNTY LINE RESERVOIR, 69.2 M
 JM0363'(227.0 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES
 JM0363'OF THE HIGHWAY, AND 1.0 M (3.3 FT) NORTHWEST OF A FENCE CORNER.
 JM0363'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JM0363'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 JM0363'THE MARK IS 1.3 M BELOW THE HIGHWAY.
 JM0363
 JM0363                          STATION RECOVERY (2006)
 JM0363
 JM0363'RECOVERY NOTE BY GEOCACHING 2006 (BAB)
 JM0363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MP0402 ***********************************************************************
 MP0402  DESIGNATION -  B 43
 MP0402  PID         -  MP0402
 MP0402  STATE/COUNTY-  CO/JACKSON
 MP0402  USGS QUAD   -  FOXPARK (1992)
 MP0402
 MP0402                         *CURRENT SURVEY CONTROL
 MP0402  ___________________________________________________________________
 MP0402* NAD 83(1986)-  41 00 12.     (N)    106 13 27.     (W)     SCALED    
 MP0402* NAVD 88     -      2674.709  (meters)    8775.27   (feet)  ADJUSTED  
 MP0402  ___________________________________________________________________
 MP0402  GEOID HEIGHT-         -10.95  (meters)                     GEOID03
 MP0402  DYNAMIC HT  -        2672.007 (meters)    8766.41  (feet)  COMP
 MP0402  MODELED GRAV-     979,515.9   (mgal)                       NAVD 88
 MP0402
 MP0402  VERT ORDER  -  FIRST     CLASS II
 MP0402
 MP0402.The horizontal coordinates were scaled from a topographic map and have
 MP0402.an estimated accuracy of +/- 6 seconds.
 MP0402
 MP0402.The orthometric height was determined by differential leveling
 MP0402.and adjusted by the National Geodetic Survey in June 1991..
 MP0402
 MP0402.The geoid height was determined by GEOID03.
 MP0402
 MP0402.The dynamic height is computed by dividing the NAVD 88
 MP0402.geopotential number by the normal gravity value computed on the
 MP0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0402.degrees latitude (g = 980.6199 gals.).
 MP0402
 MP0402.The modeled gravity was interpolated from observed gravity values.
 MP0402
 MP0402;                    North         East    Units  Estimated Accuracy
 MP0402;SPC CO N     -   490,480.      853,480.      MT  (+/- 180 meters Scaled)
 MP0402
 MP0402                          SUPERSEDED SURVEY CONTROL
 MP0402
 MP0402  NGVD 29 (??/??/92) 2673.367  (m)         8770.87   (f) ADJ UNCH    1 2
 MP0402
 MP0402.Superseded values are not recommended for survey control.
 MP0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0402.See file dsdata.txt to determine how the superseded data were derived.
 MP0402
 MP0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF970398(NAD 83)
 MP0402_MARKER: DB = BENCH MARK DISK
 MP0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0402_STAMPING: B 43 1934
 MP0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0402+STABILITY: SURFACE MOTION
 MP0402
 MP0402  HISTORY     - Date     Condition        Report By
 MP0402  HISTORY     - 1934     MONUMENTED       CGS
 MP0402  HISTORY     - 1956     GOOD             NGS
 MP0402
 MP0402                          STATION DESCRIPTION
 MP0402
 MP0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 MP0402'12.4 MI S FROM FOXPARK.
 MP0402'12.4 MILES SOUTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MP0402'RAILROAD FROM THE STATION AT FOXPARK, AT A ROAD CROSSING, 28.8 FEET
 MP0402'NORTHWEST OF THE NORTHWEST RAIL, 67 FEET NORTHEAST OF THE CENTER LINE
 MP0402'OF A ROAD, 3.6 FEET WEST OF MILEPOST 67, 2.8 FEET EAST OF A WITNESS
 MP0402'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 MP0402'THE GROUND, IN THE SOUTHWEST 1/4 OF SECTION 13, TOWNSHIP 12 NORTH,
 MP0402'RANGE 79 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0617 ***********************************************************************
 JL0617  DESIGNATION -  B 430
 JL0617  PID         -  JL0617
 JL0617  STATE/COUNTY-  CO/OURAY
 JL0617  USGS QUAD   -  OURAY (1983)
 JL0617
 JL0617                         *CURRENT SURVEY CONTROL
 JL0617  ___________________________________________________________________
 JL0617* NAD 83(1986)-  38 05 44.     (N)    107 42 34.     (W)     SCALED    
 JL0617* NAVD 88     -      2194.871  (meters)    7201.01   (feet)  ADJUSTED  
 JL0617  ___________________________________________________________________
 JL0617  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 JL0617  DYNAMIC HT  -        2192.070 (meters)    7191.82  (feet)  COMP
 JL0617  MODELED GRAV-     979,275.4   (mgal)                       NAVD 88
 JL0617
 JL0617  VERT ORDER  -  FIRST     CLASS II
 JL0617
 JL0617.The horizontal coordinates were scaled from a topographic map and have
 JL0617.an estimated accuracy of +/- 6 seconds.
 JL0617
 JL0617.The orthometric height was determined by differential leveling
 JL0617.and adjusted by the National Geodetic Survey in June 1991..
 JL0617
 JL0617.The geoid height was determined by GEOID03.
 JL0617
 JL0617.The dynamic height is computed by dividing the NAVD 88
 JL0617.geopotential number by the normal gravity value computed on the
 JL0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0617.degrees latitude (g = 980.6199 gals.).
 JL0617
 JL0617.The modeled gravity was interpolated from observed gravity values.
 JL0617
 JL0617;                    North         East    Units  Estimated Accuracy
 JL0617;SPC CO S     -   465,680.      720,620.      MT  (+/- 180 meters Scaled)
 JL0617
 JL0617                          SUPERSEDED SURVEY CONTROL
 JL0617
 JL0617.No superseded survey control is available for this station.
 JL0617
 JL0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC624198(NAD 83)
 JL0617_MARKER: I = METAL ROD
 JL0617_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JL0617_SP_SET: STAINLESS STEEL ROD
 JL0617_STAMPING: B 430 1984
 JL0617_MARK LOGO: NGS   
 JL0617_PROJECTION: FLUSH
 JL0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0617_ROD/PIPE-DEPTH: 4.9  meters
 JL0617
 JL0617  HISTORY     - Date     Condition        Report By
 JL0617  HISTORY     - 1984     MONUMENTED       NGS
 JL0617  HISTORY     - 19910625 GOOD             USPSQD
 JL0617
 JL0617                          STATION DESCRIPTION
 JL0617
 JL0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0617'9.1 KM (5.65 MI) NORTH FROM OURAY.
 JL0617'9.1 KM (5.65 MI) NORTHERLY ALONG U.S. HIGHWAY 550 FROM THE POST OFFICE
 JL0617'IN OURAY, 17.9 M (58.7 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 JL0617'15.2 M (49.9 FT) SOUTH OF A FLAGPOLE, 3.9 M (12.8 FT) NORTHWEST OF THE
 JL0617'CENTER OF THE SOUTH ENTRANCE TO THE CEDAR HILL CEMETERY, AND 0.3 M
 JL0617'(1.0 FT) SOUTHWEST OF A CHAIN-LINK FENCE.  NOTE--ACCESS TO DATUM POINT
 JL0617'IS HAD THROUGH A 5-INCH LOGO CAP.
 JL0617'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST
 JL0617'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 JL0617
 JL0617                          STATION RECOVERY (1991)
 JL0617
 JL0617'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 JL0617'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0946 ***********************************************************************
 JK0946  DESIGNATION -  B 431
 JK0946  PID         -  JK0946
 JK0946  STATE/COUNTY-  CO/FREMONT
 JK0946  USGS QUAD   -  ROYAL GORGE (1994)
 JK0946
 JK0946                         *CURRENT SURVEY CONTROL
 JK0946  ___________________________________________________________________
 JK0946* NAD 83(1986)-  38 29 45.     (N)    105 17 16.     (W)     SCALED    
 JK0946* NAVD 88     -      1881.485  (meters)    6172.84   (feet)  ADJUSTED  
 JK0946  ___________________________________________________________________
 JK0946  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 JK0946  DYNAMIC HT  -        1879.383 (meters)    6165.94  (feet)  COMP
 JK0946  MODELED GRAV-     979,444.5   (mgal)                       NAVD 88
 JK0946
 JK0946  VERT ORDER  -  FIRST     CLASS II
 JK0946
 JK0946.The horizontal coordinates were scaled from a topographic map and have
 JK0946.an estimated accuracy of +/- 6 seconds.
 JK0946
 JK0946.The orthometric height was determined by differential leveling
 JK0946.and adjusted by the National Geodetic Survey in June 1991..
 JK0946
 JK0946.The geoid height was determined by GEOID03.
 JK0946
 JK0946.The dynamic height is computed by dividing the NAVD 88
 JK0946.geopotential number by the normal gravity value computed on the
 JK0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0946.degrees latitude (g = 980.6199 gals.).
 JK0946
 JK0946.The modeled gravity was interpolated from observed gravity values.
 JK0946
 JK0946;                    North         East    Units  Estimated Accuracy
 JK0946;SPC CO C     -   378,370.      932,920.      MT  (+/- 180 meters Scaled)
 JK0946
 JK0946                          SUPERSEDED SURVEY CONTROL
 JK0946
 JK0946.No superseded survey control is available for this station.
 JK0946
 JK0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC749608(NAD 83)
 JK0946_MARKER: DB = BENCH MARK DISK
 JK0946_SETTING: 66 = SET IN ROCK OUTCROP
 JK0946_SP_SET: ROCK OUTCROP
 JK0946_STAMPING: B 431 1984
 JK0946_MARK LOGO: NGS   
 JK0946_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0946+STABILITY: POSITION/ELEVATION WELL
 JK0946
 JK0946  HISTORY     - Date     Condition        Report By
 JK0946  HISTORY     - 1984     MONUMENTED       NGS
 JK0946
 JK0946                          STATION DESCRIPTION
 JK0946
 JK0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0946'10.1 KM (6.3 MI) WEST FROM CANON CITY.
 JK0946'10.1 KM (6.3 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JK0946'WITH STATE HIGHWAY 115 IN CANON CITY, IN A LARGE EXPOSED AREA OF
 JK0946'BEDROCK IN A HIGHWAY CUT, 120.0 M (393.7 FT) EAST OF THE WEST END OF
 JK0946'THE CUT, 21.8 M (71.5 FT) WEST OF THE NORTH END OF AN 18-INCH METAL
 JK0946'PIPE CULVERT, 8.7 M (28.5 FT) NORTH OF THE CENTERLINE OF THE WEST
 JK0946'BOUND LANES OF THE HIGHWAY, AND 0.2 M (0.7 FT) NORTH OF THE SOUTH
 JK0946'EDGE OF THE CUT.
 JK0946'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 JK0946'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0939 ***********************************************************************
 JK0939  DESIGNATION -  B 432
 JK0939  PID         -  JK0939
 JK0939  STATE/COUNTY-  CO/FREMONT
 JK0939  USGS QUAD   -  MC INTYRE HILLS (1980)
 JK0939
 JK0939                         *CURRENT SURVEY CONTROL
 JK0939  ___________________________________________________________________
 JK0939* NAD 83(1986)-  38 29 05.     (N)    105 24 17.     (W)     SCALED    
 JK0939* NAVD 88     -      1762.551  (meters)    5782.64   (feet)  ADJUSTED  
 JK0939  ___________________________________________________________________
 JK0939  GEOID HEIGHT-         -15.51  (meters)                     GEOID03
 JK0939  DYNAMIC HT  -        1760.585 (meters)    5776.19  (feet)  COMP
 JK0939  MODELED GRAV-     979,451.6   (mgal)                       NAVD 88
 JK0939
 JK0939  VERT ORDER  -  FIRST     CLASS II
 JK0939
 JK0939.The horizontal coordinates were scaled from a topographic map and have
 JK0939.an estimated accuracy of +/- 6 seconds.
 JK0939
 JK0939.The orthometric height was determined by differential leveling
 JK0939.and adjusted by the National Geodetic Survey in June 1991..
 JK0939
 JK0939.The geoid height was determined by GEOID03.
 JK0939
 JK0939.The dynamic height is computed by dividing the NAVD 88
 JK0939.geopotential number by the normal gravity value computed on the
 JK0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0939.degrees latitude (g = 980.6199 gals.).
 JK0939
 JK0939.The modeled gravity was interpolated from observed gravity values.
 JK0939
 JK0939;                    North         East    Units  Estimated Accuracy
 JK0939;SPC CO C     -   377,110.      922,720.      MT  (+/- 180 meters Scaled)
 JK0939
 JK0939                          SUPERSEDED SURVEY CONTROL
 JK0939
 JK0939.No superseded survey control is available for this station.
 JK0939
 JK0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC647596(NAD 83)
 JK0939_MARKER: DB = BENCH MARK DISK
 JK0939_SETTING: 66 = SET IN ROCK OUTCROP
 JK0939_SP_SET: ROCK OUTCROP
 JK0939_STAMPING: B 432 1984
 JK0939_MARK LOGO: NGS   
 JK0939_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0939+STABILITY: POSITION/ELEVATION WELL
 JK0939
 JK0939  HISTORY     - Date     Condition        Report By
 JK0939  HISTORY     - 1984     MONUMENTED       NGS
 JK0939
 JK0939                          STATION DESCRIPTION
 JK0939
 JK0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0939'21.2 KM (13.2 MI) WEST FROM CANON CITY.
 JK0939'21.2 KM (13.2 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JK0939'WITH STATE HIGHWAY 115 IN CANON CITY, NEAR THE BOTTOM CENTER OF A 10
 JK0939'BY 20 FOOT EXPOSED AREA OF VERTCIAL OUTCROPPING BEDROCK, 2.9 KM (1.8
 JK0939'MI) WEST OF A HIGHWAY BRIDGE SPANNING THE ARKANSAS RIVER, 57.2 M
 JK0939'(187.7 FT) EAST OF THE CENTER OF A HIGHWAY PULLOUT, 27.6 M (90.6 FT)
 JK0939'WEST OF THE SOUTH END OF A 24-INCH PIPE CULVERT, AND 6.9 M (22.6 FT)
 JK0939'SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 JK0939'THE MARK IS 0.2 METERS  NW FROM  A WITNESS POST
 JK0939'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0663 ***********************************************************************
 JJ0663  DESIGNATION -  B 433
 JJ0663  PID         -  JJ0663
 JJ0663  STATE/COUNTY-  CO/BENT
 JJ0663  USGS QUAD   -  PROWERS (1953)
 JJ0663
 JJ0663                         *CURRENT SURVEY CONTROL
 JJ0663  ___________________________________________________________________
 JJ0663* NAD 83(1986)-  38 05 07.     (N)    102 46 10.     (W)     SCALED    
 JJ0663* NAVD 88     -      1123.068  (meters)    3684.60   (feet)  ADJUSTED  
 JJ0663  ___________________________________________________________________
 JJ0663  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 JJ0663  DYNAMIC HT  -        1121.992 (meters)    3681.07  (feet)  COMP
 JJ0663  MODELED GRAV-     979,633.3   (mgal)                       NAVD 88
 JJ0663
 JJ0663  VERT ORDER  -  FIRST     CLASS II
 JJ0663
 JJ0663.The horizontal coordinates were scaled from a topographic map and have
 JJ0663.an estimated accuracy of +/- 6 seconds.
 JJ0663
 JJ0663.The orthometric height was determined by differential leveling
 JJ0663.and adjusted by the National Geodetic Survey in June 1991..
 JJ0663
 JJ0663.The geoid height was determined by GEOID03.
 JJ0663
 JJ0663.The dynamic height is computed by dividing the NAVD 88
 JJ0663.geopotential number by the normal gravity value computed on the
 JJ0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0663.degrees latitude (g = 980.6199 gals.).
 JJ0663
 JJ0663.The modeled gravity was interpolated from observed gravity values.
 JJ0663
 JJ0663;                    North         East    Units  Estimated Accuracy
 JJ0663;SPC CO S     -   465,750.    1,153,910.      MT  (+/- 180 meters Scaled)
 JJ0663
 JJ0663                          SUPERSEDED SURVEY CONTROL
 JJ0663
 JJ0663.No superseded survey control is available for this station.
 JJ0663
 JJ0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC956176(NAD 83)
 JJ0663_MARKER: DB = BENCH MARK DISK
 JJ0663_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JJ0663_SP_SET: STAINLESS STEEL ROD
 JJ0663_STAMPING: B 433 1985
 JJ0663_MARK LOGO: NGS   
 JJ0663_PROJECTION: FLUSH
 JJ0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0663_ROD/PIPE-DEPTH: 7.3  meters
 JJ0663
 JJ0663  HISTORY     - Date     Condition        Report By
 JJ0663  HISTORY     - 1985     MONUMENTED       NGS
 JJ0663
 JJ0663                          STATION DESCRIPTION
 JJ0663
 JJ0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JJ0663'13.7 KM (8.5 MI) WEST FROM LAMAR.
 JJ0663'13.2 KM (8.2 MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE STATION
 JJ0663'IN LAMAR, THENCE 0.5 KM (0.3 MI) NORTH ALONG COUNTY ROAD 34.5, 27.1 M
 JJ0663'(88.9 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A FEED LOT, 14.9 M
 JJ0663'(48.9 FT) WEST OF THE CENTER OF THE ROAD, AND 0.3 M (1.0 FT) SOUTH OF
 JJ0663'A UTILITY POLE WHERE THE LINE MAKES A TURN FROM WEST TO NORTH.
 JJ0663'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JJ0663'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0694 ***********************************************************************
 JJ0694  DESIGNATION -  B 434
 JJ0694  PID         -  JJ0694
 JJ0694  STATE/COUNTY-  CO/OTERO
 JJ0694  USGS QUAD   -  MANZANOLA (1954)
 JJ0694
 JJ0694                         *CURRENT SURVEY CONTROL
 JJ0694  ___________________________________________________________________
 JJ0694* NAD 83(1992)-  38 05 09.49297(N)    103 48 07.08354(W)     ADJUSTED  
 JJ0694* NAVD 88     -      1288.319  (meters)    4226.76   (feet)  ADJUSTED  
 JJ0694  ___________________________________________________________________
 JJ0694  X           -  -1,199,405.579 (meters)                     COMP
 JJ0694  Y           -  -4,882,380.985 (meters)                     COMP
 JJ0694  Z           -   3,913,740.597 (meters)                     COMP
 JJ0694  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 JJ0694  ELLIP HEIGHT-        1266.89  (meters)          (12/03/02) GPS OBS
 JJ0694  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 JJ0694  DYNAMIC HT  -        1287.020 (meters)    4222.50  (feet)  COMP
 JJ0694  MODELED GRAV-     979,576.9   (mgal)                       NAVD 88
 JJ0694
 JJ0694  HORZ ORDER  -  FIRST
 JJ0694  VERT ORDER  -  FIRST     CLASS II
 JJ0694  ELLP ORDER  -  FOURTH    CLASS II
 JJ0694
 JJ0694.The horizontal coordinates were established by GPS observations
 JJ0694.and adjusted by the National Geodetic Survey in January 1997..
 JJ0694
 JJ0694.The orthometric height was determined by differential leveling
 JJ0694.and adjusted by the National Geodetic Survey in June 1991..
 JJ0694
 JJ0694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JJ0694
 JJ0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0694
 JJ0694.The ellipsoidal height was determined by GPS observations
 JJ0694.and is referenced to NAD 83.
 JJ0694
 JJ0694.The geoid height was determined by GEOID03.
 JJ0694
 JJ0694.The dynamic height is computed by dividing the NAVD 88
 JJ0694.geopotential number by the normal gravity value computed on the
 JJ0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0694.degrees latitude (g = 980.6199 gals.).
 JJ0694
 JJ0694.The modeled gravity was interpolated from observed gravity values.
 JJ0694
 JJ0694;                    North         East     Units Scale Factor Converg.
 JJ0694;SPC CO S     -   463,675.900 1,063,355.008   MT  0.99995503   +1 02 29.5
 JJ0694;SPC CO S     - 1,521,243.35  3,488,690.56   sFT  0.99995503   +1 02 29.5
 JJ0694;UTM  13      - 4,216,031.274   605,062.977   MT  0.99973595   +0 44 20.6
 JJ0694
 JJ0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0694!SPC CO S     -   0.99980125  x   0.99995503  =   0.99975629
 JJ0694!UTM  13      -   0.99980125  x   0.99973595  =   0.99953725
 JJ0694
 JJ0694                          SUPERSEDED SURVEY CONTROL
 JJ0694
 JJ0694  ELLIP H (01/17/97) 1266.86   (m)                       GP(       ) 1 1
 JJ0694  NAVD 88 (01/17/97) 1288.32   (m)         4226.8    (f) LEVELING    3  
 JJ0694
 JJ0694.Superseded values are not recommended for survey control.
 JJ0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0694.See file dsdata.txt to determine how the superseded data were derived.
 JJ0694
 JJ0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC0506316031(NAD 83)
 JJ0694_MARKER: I = METAL ROD
 JJ0694_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JJ0694_SP_SET: STAINLESS STEEL ROD
 JJ0694_STAMPING: B 434 1985
 JJ0694_MARK LOGO: NGS   
 JJ0694_PROJECTION: FLUSH
 JJ0694_MAGNETIC: I = MARKER IS A STEEL ROD
 JJ0694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0694+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1995
 JJ0694_ROD/PIPE-DEPTH: 12.5 meters
 JJ0694
 JJ0694  HISTORY     - Date     Condition        Report By
 JJ0694  HISTORY     - 1985     MONUMENTED       NGS
 JJ0694  HISTORY     - 19950105 GOOD             CODOT
 JJ0694
 JJ0694                          STATION DESCRIPTION
 JJ0694
 JJ0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JJ0694'8.0 KM (5.0 MI) WEST FROM ROCKY FORD.
 JJ0694'8.0 KM (4.95 MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE STATION
 JJ0694'IN ROCKY FORD, 55.1 M (180.8 FT) SOUTHEAST 0F THE CENTER OF COUNTY
 JJ0694'ROAD 15, 12.5 M (41.0 FT) NORTHEAST OF THE NEAR RAIL, 10.8 M (35.4 FT)
 JJ0694'SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES OF U.S. HIGHWAY 50,
 JJ0694'AND 1.3 M (4.3 FT) NORTHWEST OF UTILITY POLE NUMBER E 50 G.
 JJ0694'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JJ0694'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 JJ0694'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 JJ0694
 JJ0694                          STATION RECOVERY (1995)
 JJ0694
 JJ0694'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (MEL)
 JJ0694'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0223 ***********************************************************************
 HJ0223  DESIGNATION -  B 435
 HJ0223  PID         -  HJ0223
 HJ0223  STATE/COUNTY-  CO/BACA
 HJ0223  USGS QUAD   -  CAMPO (1978)
 HJ0223
 HJ0223                         *CURRENT SURVEY CONTROL
 HJ0223  ___________________________________________________________________
 HJ0223* NAD 83(1986)-  37 01 58.     (N)    102 32 03.     (W)     SCALED    
 HJ0223* NAVD 88     -      1270.479  (meters)    4168.23   (feet)  ADJUSTED  
 HJ0223  ___________________________________________________________________
 HJ0223  GEOID HEIGHT-         -23.60  (meters)                     GEOID03
 HJ0223  DYNAMIC HT  -        1269.104 (meters)    4163.72  (feet)  COMP
 HJ0223  MODELED GRAV-     979,504.6   (mgal)                       NAVD 88
 HJ0223
 HJ0223  VERT ORDER  -  FIRST     CLASS II
 HJ0223
 HJ0223.The horizontal coordinates were scaled from a topographic map and have
 HJ0223.an estimated accuracy of +/- 6 seconds.
 HJ0223
 HJ0223.The orthometric height was determined by differential leveling
 HJ0223.and adjusted by the National Geodetic Survey in June 1991..
 HJ0223
 HJ0223.The geoid height was determined by GEOID03.
 HJ0223
 HJ0223.The dynamic height is computed by dividing the NAVD 88
 HJ0223.geopotential number by the normal gravity value computed on the
 HJ0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0223.degrees latitude (g = 980.6199 gals.).
 HJ0223
 HJ0223.The modeled gravity was interpolated from observed gravity values.
 HJ0223
 HJ0223;                    North         East    Units  Estimated Accuracy
 HJ0223;SPC CO S     -   349,620.    1,178,250.      MT  (+/- 180 meters Scaled)
 HJ0223
 HJ0223                          SUPERSEDED SURVEY CONTROL
 HJ0223
 HJ0223.No superseded survey control is available for this station.
 HJ0223
 HJ0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB193013(NAD 83)
 HJ0223_MARKER: I = METAL ROD
 HJ0223_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HJ0223_SP_SET: STAINLESS STEEL ROD
 HJ0223_STAMPING: B 435 1985
 HJ0223_MARK LOGO: NGS   
 HJ0223_PROJECTION: FLUSH
 HJ0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HJ0223_ROD/PIPE-DEPTH: 4.3  meters
 HJ0223
 HJ0223  HISTORY     - Date     Condition        Report By
 HJ0223  HISTORY     - 1985     MONUMENTED       NGS
 HJ0223
 HJ0223                          STATION DESCRIPTION
 HJ0223
 HJ0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HJ0223'34.1 KM (21.2 MI) NORTH FROM BOISE CITY OK.
 HJ0223'34.1 KM (21.2 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 HJ0223'IN BOISE CITY, 0.4 KM (0.25 MI) SOUTH OF MILEPOST 3, 15.9 M (52.2 FT)
 HJ0223'EAST OF THE CENTERLINE OF THE HIGHWAY, 13.2 M (43.3 FT) NORTH OF THE
 HJ0223'CENTER OF A GATE AND FIELD ENTRANCE, 1.1 M (3.6 FT) NORTHEAST OF A
 HJ0223'UTILITY POLE, AND 0.8 M (2.6 FT) NORTH OF A T-FENCE.  NOTE--ACCESS TO
 HJ0223'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HJ0223'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 HJ0223'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0241 ***********************************************************************
 HJ0241  DESIGNATION -  B 436
 HJ0241  PID         -  HJ0241
 HJ0241  STATE/COUNTY-  CO/BACA
 HJ0241  USGS QUAD   -  SPRINGFIELD EAST (1978)
 HJ0241
 HJ0241                         *CURRENT SURVEY CONTROL
 HJ0241  ___________________________________________________________________
 HJ0241* NAD 83(1986)-  37 23 52.     (N)    102 37 01.     (W)     SCALED    
 HJ0241* NAVD 88     -      1324.979  (meters)    4347.04   (feet)  ADJUSTED  
 HJ0241  ___________________________________________________________________
 HJ0241  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 HJ0241  DYNAMIC HT  -        1323.577 (meters)    4342.44  (feet)  COMP
 HJ0241  MODELED GRAV-     979,526.3   (mgal)                       NAVD 88
 HJ0241
 HJ0241  VERT ORDER  -  FIRST     CLASS II
 HJ0241
 HJ0241.The horizontal coordinates were scaled from a topographic map and have
 HJ0241.an estimated accuracy of +/- 6 seconds.
 HJ0241
 HJ0241.The orthometric height was determined by differential leveling
 HJ0241.and adjusted by the National Geodetic Survey in June 1991..
 HJ0241
 HJ0241.The geoid height was determined by GEOID03.
 HJ0241
 HJ0241.The dynamic height is computed by dividing the NAVD 88
 HJ0241.geopotential number by the normal gravity value computed on the
 HJ0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0241.degrees latitude (g = 980.6199 gals.).
 HJ0241
 HJ0241.The modeled gravity was interpolated from observed gravity values.
 HJ0241
 HJ0241;                    North         East    Units  Estimated Accuracy
 HJ0241;SPC CO S     -   389,880.    1,169,640.      MT  (+/- 180 meters Scaled)
 HJ0241
 HJ0241                          SUPERSEDED SURVEY CONTROL
 HJ0241
 HJ0241.No superseded survey control is available for this station.
 HJ0241
 HJ0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB109416(NAD 83)
 HJ0241_MARKER: I = METAL ROD
 HJ0241_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HJ0241_SP_SET: STAINLESS STEEL ROD
 HJ0241_STAMPING: B 436 1985
 HJ0241_MARK LOGO: NGS   
 HJ0241_PROJECTION: FLUSH
 HJ0241_MAGNETIC: I = MARKER IS A STEEL ROD
 HJ0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HJ0241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HJ0241+SATELLITE: SATELLITE OBSERVATIONS - August 13, 1997
 HJ0241_ROD/PIPE-DEPTH: 5.2  meters
 HJ0241
 HJ0241  HISTORY     - Date     Condition        Report By
 HJ0241  HISTORY     - 1985     MONUMENTED       NGS
 HJ0241  HISTORY     - 19970813 GOOD             CODOT
 HJ0241
 HJ0241                          STATION DESCRIPTION
 HJ0241
 HJ0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HJ0241'IN SPRINGFIELD.
 HJ0241'IN SPRINGFIELD, AT THE INTERSECTION OF MAIN STREET (U.S. HIGHWAY 385)
 HJ0241'AND 16 TH AVENUE, 17.0 M (56.4 FT) NORTHEAST OF THE NORTHEAST CORNER
 HJ0241'OF A HOUSE, 16.0 M (52.5 FT) SOUTH OF THE CENTER OF THE AVENUE, 15.0 M
 HJ0241'(49.2 FT) WEST OF THE CENTERLINE OF THE STREET, AND 1.0 M (3.3 FT)
 HJ0241'SOUTH OF A UTILITY POLE WITH TWO GUY WIRES.  NOTE--ACCESS TO DATUM
 HJ0241'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HJ0241'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 HJ0241'THE MARK IS ABOVE LEVEL WITH THE STREET.
 HJ0241
 HJ0241                          STATION RECOVERY (1997)
 HJ0241
 HJ0241'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (PGG)
 HJ0241'THE MARK WAS RECOVERED IN GOOD CONDITION AND A NEW WITNESS POST WAS
 HJ0241'SET.  IT IS 0.6 M (2.0 FT) SOUTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0401 ***********************************************************************
 HL0401  DESIGNATION -  B 437
 HL0401  PID         -  HL0401
 HL0401  STATE/COUNTY-  CO/SAN JUAN
 HL0401  USGS QUAD   -  ENGINEER MOUNTAIN (1975)
 HL0401
 HL0401                         *CURRENT SURVEY CONTROL
 HL0401  ___________________________________________________________________
 HL0401* NAD 83(1986)-  37 42 02.     (N)    107 46 21.     (W)     SCALED    
 HL0401* NAVD 88     -      3224.238  (meters)   10578.19   (feet)  ADJUSTED  
 HL0401  ___________________________________________________________________
 HL0401  GEOID HEIGHT-         -15.89  (meters)                     GEOID03
 HL0401  DYNAMIC HT  -        3219.551 (meters)   10562.81  (feet)  COMP
 HL0401  MODELED GRAV-     979,057.6   (mgal)                       NAVD 88
 HL0401
 HL0401  VERT ORDER  -  FIRST     CLASS II
 HL0401
 HL0401.The horizontal coordinates were scaled from a topographic map and have
 HL0401.an estimated accuracy of +/- 6 seconds.
 HL0401
 HL0401.The orthometric height was determined by differential leveling
 HL0401.and adjusted by the National Geodetic Survey in June 1991..
 HL0401
 HL0401.The geoid height was determined by GEOID03.
 HL0401
 HL0401.The dynamic height is computed by dividing the NAVD 88
 HL0401.geopotential number by the normal gravity value computed on the
 HL0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0401.degrees latitude (g = 980.6199 gals.).
 HL0401
 HL0401.The modeled gravity was interpolated from observed gravity values.
 HL0401
 HL0401;                    North         East    Units  Estimated Accuracy
 HL0401;SPC CO S     -   421,980.      714,020.      MT  (+/- 180 meters Scaled)
 HL0401
 HL0401                          SUPERSEDED SURVEY CONTROL
 HL0401
 HL0401.No superseded survey control is available for this station.
 HL0401
 HL0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB555762(NAD 83)
 HL0401_MARKER: DB = BENCH MARK DISK
 HL0401_SETTING: 66 = SET IN ROCK OUTCROP
 HL0401_SP_SET: ROCK OUTCROP
 HL0401_STAMPING: B 437 1985
 HL0401_MARK LOGO: NGS   
 HL0401_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0401+STABILITY: POSITION/ELEVATION WELL
 HL0401
 HL0401  HISTORY     - Date     Condition        Report By
 HL0401  HISTORY     - 1985     MONUMENTED       NGS
 HL0401  HISTORY     - 19910709 GOOD             USPSQD
 HL0401
 HL0401                          STATION DESCRIPTION
 HL0401
 HL0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0401'21.5 KM (13.35 MI) SOUT FROM SILVERTON.
 HL0401'21.5 KM (13.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 HL0401'WITH STATE HIGHWAY 110 IN SILVERTON, SET VERTICALLY IN A LARGE EXPOSED
 HL0401'AREA OF BEDROCK IN A HIGHWAY CUT, 0.5 KM (0.3 MI) NORTHEAST OF THE
 HL0401'SUMMIT OF COAL BANK PASS, AND 8.0 M (25.3 FT) NORTH OF THE CENTERLINE
 HL0401'OF THE HIGHWAY.
 HL0401'THE MARK IS 2.9 METERS  W FROM  A WITNESS POST
 HL0401'THE MARK IS 1.9 M ABOVE THE HIGHWAY.
 HL0401
 HL0401                          STATION RECOVERY (1991)
 HL0401
 HL0401'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0375 ***********************************************************************
 HL0375  DESIGNATION -  B 438
 HL0375  PID         -  HL0375
 HL0375  STATE/COUNTY-  CO/LA PLATA
 HL0375  USGS QUAD   -  HERMOSA (1963)
 HL0375
 HL0375                         *CURRENT SURVEY CONTROL
 HL0375  ___________________________________________________________________
 HL0375* NAD 83(1986)-  37 28 47.     (N)    107 48 54.     (W)     SCALED    
 HL0375* NAVD 88     -      2271.149  (meters)    7451.26   (feet)  ADJUSTED  
 HL0375  ___________________________________________________________________
 HL0375  GEOID HEIGHT-         -17.13  (meters)                     GEOID03
 HL0375  DYNAMIC HT  -        2268.146 (meters)    7441.41  (feet)  COMP
 HL0375  MODELED GRAV-     979,227.0   (mgal)                       NAVD 88
 HL0375
 HL0375  VERT ORDER  -  FIRST     CLASS II
 HL0375
 HL0375.The horizontal coordinates were scaled from a topographic map and have
 HL0375.an estimated accuracy of +/- 6 seconds.
 HL0375
 HL0375.The orthometric height was determined by differential leveling
 HL0375.and adjusted by the National Geodetic Survey in June 1991..
 HL0375
 HL0375.The geoid height was determined by GEOID03.
 HL0375
 HL0375.The dynamic height is computed by dividing the NAVD 88
 HL0375.geopotential number by the normal gravity value computed on the
 HL0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0375.degrees latitude (g = 980.6199 gals.).
 HL0375
 HL0375.The modeled gravity was interpolated from observed gravity values.
 HL0375
 HL0375;                    North         East    Units  Estimated Accuracy
 HL0375;SPC CO S     -   397,570.      709,670.      MT  (+/- 180 meters Scaled)
 HL0375
 HL0375                          SUPERSEDED SURVEY CONTROL
 HL0375
 HL0375.No superseded survey control is available for this station.
 HL0375
 HL0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB510518(NAD 83)
 HL0375_MARKER: I = METAL ROD
 HL0375_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HL0375_SP_SET: STAINLESS STEEL ROD
 HL0375_STAMPING: B 438 1985
 HL0375_MARK LOGO: NGS   
 HL0375_PROJECTION: FLUSH
 HL0375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0375_ROD/PIPE-DEPTH: 30.5 meters
 HL0375
 HL0375  HISTORY     - Date     Condition        Report By
 HL0375  HISTORY     - 1985     MONUMENTED       NGS
 HL0375
 HL0375                          STATION DESCRIPTION
 HL0375
 HL0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0375'21.5 KM (13.35 MI) NORT FROM DURANGO.
 HL0375'21.5 KM (13.35 MI) NORTHERLY ALONG U.S. HIGHWAY 550 FROM THE DURANGO
 HL0375'COMMUNITY HOSPITAL IN DURANGO, 4.0 KM (2.5 MI) NORTH OF COUNTY ROAD
 HL0375'250, 31.9 M (104.7 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 HL0375'OF THE HIGHWAY, AND 6.2 M (20.3 FT) NORTH OF THE CENTER OF A GATE AND
 HL0375'DRIVEWAY LEADING EAST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 HL0375'5-INCH LOGO CAP.
 HL0375'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 HL0375'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0446 ***********************************************************************
 HL0446  DESIGNATION -  B 439
 HL0446  PID         -  HL0446
 HL0446  STATE/COUNTY-  CO/OURAY
 HL0446  USGS QUAD   -  IRONTON (1972)
 HL0446
 HL0446                         *CURRENT SURVEY CONTROL
 HL0446  ___________________________________________________________________
 HL0446* NAD 83(1986)-  37 56 18.     (N)    107 40 26.     (W)     SCALED    
 HL0446* NAVD 88     -      2964.065  (meters)    9724.60   (feet)  ADJUSTED  
 HL0446  ___________________________________________________________________
 HL0446  GEOID HEIGHT-         -15.34  (meters)                     GEOID03
 HL0446  DYNAMIC HT  -        2959.721 (meters)    9710.35  (feet)  COMP
 HL0446  MODELED GRAV-     979,057.1   (mgal)                       NAVD 88
 HL0446
 HL0446  VERT ORDER  -  FIRST     CLASS II
 HL0446
 HL0446.The horizontal coordinates were scaled from a topographic map and have
 HL0446.an estimated accuracy of +/- 6 seconds.
 HL0446
 HL0446.The orthometric height was determined by differential leveling
 HL0446.and adjusted by the National Geodetic Survey in June 1991..
 HL0446
 HL0446.The geoid height was determined by GEOID03.
 HL0446
 HL0446.The dynamic height is computed by dividing the NAVD 88
 HL0446.geopotential number by the normal gravity value computed on the
 HL0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0446.degrees latitude (g = 980.6199 gals.).
 HL0446
 HL0446.The modeled gravity was interpolated from observed gravity values.
 HL0446
 HL0446;                    North         East    Units  Estimated Accuracy
 HL0446;SPC CO S     -   448,160.      723,330.      MT  (+/- 180 meters Scaled)
 HL0446
 HL0446                          SUPERSEDED SURVEY CONTROL
 HL0446
 HL0446.No superseded survey control is available for this station.
 HL0446
 HL0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC650023(NAD 83)
 HL0446_MARKER: I = METAL ROD
 HL0446_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HL0446+WITH SETTING: INFORMATION.
 HL0446_SP_SET: SHALLOW-SET METAL ROD
 HL0446_STAMPING: B 439 1985
 HL0446_MARK LOGO: NGS   
 HL0446_PROJECTION: FLUSH
 HL0446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0446_ROD/PIPE-DEPTH: 1.8  meters
 HL0446
 HL0446  HISTORY     - Date     Condition        Report By
 HL0446  HISTORY     - 1985     MONUMENTED       NGS
 HL0446  HISTORY     - 19910629 GOOD             USPSQD
 HL0446
 HL0446                          STATION DESCRIPTION
 HL0446
 HL0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0446'13.2 KM (8.2 MI) SOUTH FROM OURAY.
 HL0446'13.2 KM (8.2 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM THE POST OFFICE
 HL0446'IN OURAY, AT A POWERLINE CROSSING, 76.0 M (249.3 FT) SOUTHWEST OF THE
 HL0446'CENTERLINE OF A GRAVELED ROAD, 13.5 KM (44.3 FT) NORTHWEST OF THE
 HL0446'CENTERLINE OF THE HIGHWAY, AND 0.7 M (2.3 FT) SOUTH-SOUTHWEST OF A
 HL0446'UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 HL0446'LOGO CAP.  REFUSAL WAS REACHED AT 6.0 FEET.
 HL0446'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 HL0446'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 HL0446
 HL0446                          STATION RECOVERY (1991)
 HL0446
 HL0446'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0414 ***********************************************************************
 LK0414  DESIGNATION -  B 439
 LK0414  PID         -  LK0414
 LK0414  STATE/COUNTY-  CO/LOGAN
 LK0414  USGS QUAD   -  PEETZ (1953)
 LK0414
 LK0414                         *CURRENT SURVEY CONTROL
 LK0414  ___________________________________________________________________
 LK0414* NAD 83(1992)-  40 55 17.18052(N)    103 06 56.69043(W)     ADJUSTED  
 LK0414* NAVD 88     -      1296.213  (meters)    4252.66   (feet)  ADJUSTED  
 LK0414  ___________________________________________________________________
 LK0414  X           -  -1,095,400.337 (meters)                     COMP
 LK0414  Y           -  -4,701,348.837 (meters)                     COMP
 LK0414  Z           -   4,156,671.081 (meters)                     COMP
 LK0414  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 LK0414  ELLIP HEIGHT-        1276.63  (meters)          (12/03/02) GPS OBS
 LK0414  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 LK0414  DYNAMIC HT  -        1295.272 (meters)    4249.57  (feet)  COMP
 LK0414  MODELED GRAV-     979,853.1   (mgal)                       NAVD 88
 LK0414
 LK0414  HORZ ORDER  -  FIRST
 LK0414  VERT ORDER  -  FIRST     CLASS II
 LK0414  ELLP ORDER  -  FOURTH    CLASS II
 LK0414
 LK0414.The horizontal coordinates were established by GPS observations
 LK0414.and adjusted by the National Geodetic Survey in July 1996..
 LK0414
 LK0414.The orthometric height was determined by differential leveling
 LK0414.and adjusted by the National Geodetic Survey in June 1991..
 LK0414
 LK0414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0414
 LK0414.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0414
 LK0414.The ellipsoidal height was determined by GPS observations
 LK0414.and is referenced to NAD 83.
 LK0414
 LK0414.The geoid height was determined by GEOID03.
 LK0414
 LK0414.The dynamic height is computed by dividing the NAVD 88
 LK0414.geopotential number by the normal gravity value computed on the
 LK0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0414.degrees latitude (g = 980.6199 gals.).
 LK0414
 LK0414.The modeled gravity was interpolated from observed gravity values.
 LK0414
 LK0414;                    North         East     Units Scale Factor Converg.
 LK0414;SPC CO N     -   483,837.586 1,115,220.251   MT  1.00002533   +1 32 26.0
 LK0414;SPC CO N     - 1,587,390.48  3,658,851.77   sFT  1.00002533   +1 32 26.0
 LK0414;UTM  13      - 4,531,745.326   658,660.660   MT  0.99990984   +1 14 04.2
 LK0414
 LK0414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0414!SPC CO N     -   0.99979979  x   1.00002533  =   0.99982511
 LK0414!UTM  13      -   0.99979979  x   0.99990984  =   0.99970964
 LK0414
 LK0414                          SUPERSEDED SURVEY CONTROL
 LK0414
 LK0414  ELLIP H (10/08/96) 1276.67   (m)                       GP(       ) 1 1
 LK0414  ELLIP H (07/08/96) 1276.92   (m)                       GP(       ) 1 1
 LK0414  NAVD 88 (07/08/96) 1296.21   (m)         4252.6    (f) LEVELING    3  
 LK0414
 LK0414.Superseded values are not recommended for survey control.
 LK0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0414.See file dsdata.txt to determine how the superseded data were derived.
 LK0414
 LK0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF5866131745(NAD 83)
 LK0414_MARKER: I = METAL ROD
 LK0414_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0414_SP_SET: STAINLESS STEEL ROD
 LK0414_STAMPING: B 439 1985
 LK0414_MARK LOGO: NGS   
 LK0414_PROJECTION: FLUSH
 LK0414_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LK0414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0414+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1995
 LK0414_ROD/PIPE-DEPTH: 4.6  meters
 LK0414
 LK0414  HISTORY     - Date     Condition        Report By
 LK0414  HISTORY     - 1985     MONUMENTED       NGS
 LK0414  HISTORY     - 19950628 GOOD             MSAM
 LK0414
 LK0414                          STATION DESCRIPTION
 LK0414
 LK0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LK0414'4.8 KM (3.0 MI) SOUTH FROM PEETZ.
 LK0414'0.24 KM (0.15 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE AT
 LK0414'PEETZ, THENCE 4.6 KM (2.85 MI) SOUTH ALONG STATE ROUTE 113, 14.2
 LK0414'METERS (46.7 FT) WEST OF THE HIGHWAY CENTERLINE, 22.5 METERS (73.7 FT)
 LK0414'WEST OF HIGHWAY MARKER 13 AND 0.3 METER (1 FT) EAST OF A FENCE.
 LK0414'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LK0414'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 LK0414'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 LK0414
 LK0414                          STATION RECOVERY (1995)
 LK0414
 LK0414'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0414'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0050 ***********************************************************************
 LM0050  DESIGNATION -  B 44
 LM0050  PID         -  LM0050
 LM0050  STATE/COUNTY-  CO/JACKSON
 LM0050  USGS QUAD   -  COALMONT (1955)
 LM0050
 LM0050                         *CURRENT SURVEY CONTROL
 LM0050  ___________________________________________________________________
 LM0050* NAD 83(1986)-  40 35 45.     (N)    106 24 25.     (W)     SCALED    
 LM0050* NAVD 88     -      2480.823  (meters)    8139.17   (feet)  POSTED    
 LM0050  ___________________________________________________________________
 LM0050  GEOID HEIGHT-         -12.16  (meters)                     GEOID03
 LM0050  DYNAMIC HT  -        2478.180 (meters)    8130.50  (feet)  COMP
 LM0050  MODELED GRAV-     979,471.2   (mgal)                       NAVD 88
 LM0050
 LM0050  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LM0050
 LM0050.The horizontal coordinates were scaled from a topographic map and have
 LM0050.an estimated accuracy of +/- 6 seconds.
 LM0050
 LM0050.The orthometric height was determined by differential leveling
 LM0050.and adjusted by the National Geodetic Survey in 1992..
 LM0050.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LM0050.rate of 1.1 thru 2.0 mm/km.
 LM0050
 LM0050.The geoid height was determined by GEOID03.
 LM0050
 LM0050.The dynamic height is computed by dividing the NAVD 88
 LM0050.geopotential number by the normal gravity value computed on the
 LM0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0050.degrees latitude (g = 980.6199 gals.).
 LM0050
 LM0050.The modeled gravity was interpolated from observed gravity values.
 LM0050
 LM0050;                    North         East    Units  Estimated Accuracy
 LM0050;SPC CO N     -   445,370.      837,640.      MT  (+/- 180 meters Scaled)
 LM0050
 LM0050                          SUPERSEDED SURVEY CONTROL
 LM0050
 LM0050  NGVD 29 (??/??/92) 2479.406  (m)         8134.52   (f) ADJ UNCH    1 2
 LM0050
 LM0050.Superseded values are not recommended for survey control.
 LM0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0050.See file dsdata.txt to determine how the superseded data were derived.
 LM0050
 LM0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE809948(NAD 83)
 LM0050_MARKER: DB = BENCH MARK DISK
 LM0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0050_STAMPING: B 44 1934
 LM0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0050+STABILITY: SURFACE MOTION
 LM0050
 LM0050  HISTORY     - Date     Condition        Report By
 LM0050  HISTORY     - 1934     MONUMENTED       CGS
 LM0050  HISTORY     - 1968     GOOD             NGS
 LM0050
 LM0050                          STATION DESCRIPTION
 LM0050
 LM0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LM0050'IN HEBRON.
 LM0050'AT HEBRON, ON THE UNION PACIFIC RAILROAD, 41 FEET EAST OF THE
 LM0050'SOUTHEAST CORNER OF THE HEBRON STORE, AT THE CROSSING OF STATE HIGHWAY
 LM0050'14, 36.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 31 FEET NORTH
 LM0050'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED B 44 1934
 LM0050'AND SET IN THE TOP OF A CONCRETE POST.
 LM0050
 LM0050                          STATION RECOVERY (1968)
 LM0050
 LM0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LM0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0435 ***********************************************************************
 HL0435  DESIGNATION -  B 440
 HL0435  PID         -  HL0435
 HL0435  STATE/COUNTY-  CO/SAN JUAN
 HL0435  USGS QUAD   -  IRONTON (1972)
 HL0435
 HL0435                         *CURRENT SURVEY CONTROL
 HL0435  ___________________________________________________________________
 HL0435* NAD 83(1986)-  37 52 38.     (N)    107 43 48.     (W)     SCALED    
 HL0435* NAVD 88     -      3221.604  (meters)   10569.55   (feet)  ADJUSTED  
 HL0435  ___________________________________________________________________
 HL0435  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 HL0435  DYNAMIC HT  -        3216.788 (meters)   10553.75  (feet)  COMP
 HL0435  MODELED GRAV-     979,017.4   (mgal)                       NAVD 88
 HL0435
 HL0435  VERT ORDER  -  FIRST     CLASS II
 HL0435
 HL0435.The horizontal coordinates were scaled from a topographic map and have
 HL0435.an estimated accuracy of +/- 6 seconds.
 HL0435
 HL0435.The orthometric height was determined by differential leveling
 HL0435.and adjusted by the National Geodetic Survey in June 1991..
 HL0435
 HL0435.The geoid height was determined by GEOID03.
 HL0435
 HL0435.The dynamic height is computed by dividing the NAVD 88
 HL0435.geopotential number by the normal gravity value computed on the
 HL0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0435.degrees latitude (g = 980.6199 gals.).
 HL0435
 HL0435.The modeled gravity was interpolated from observed gravity values.
 HL0435
 HL0435;                    North         East    Units  Estimated Accuracy
 HL0435;SPC CO S     -   441,500.      718,240.      MT  (+/- 180 meters Scaled)
 HL0435
 HL0435                          SUPERSEDED SURVEY CONTROL
 HL0435
 HL0435.No superseded survey control is available for this station.
 HL0435
 HL0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB598957(NAD 83)
 HL0435_MARKER: DB = BENCH MARK DISK
 HL0435_SETTING: 66 = SET IN ROCK OUTCROP
 HL0435_SP_SET: ROCK OUTCROP
 HL0435_STAMPING: B 440 1985
 HL0435_MARK LOGO: NGS   
 HL0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0435
 HL0435  HISTORY     - Date     Condition        Report By
 HL0435  HISTORY     - 1985     MONUMENTED       NGS
 HL0435  HISTORY     - 19910706 MARK NOT FOUND   USPSQD
 HL0435
 HL0435                          STATION DESCRIPTION
 HL0435
 HL0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0435'12.8 KM (7.95 MI) NORTH FROM SILVERTON.
 HL0435'12.8 KM (7.95 MI) NORTHERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 HL0435'WITH STATE HIGHWAY 110 IN SILVERTON, 0.3 KM (0.2 MI) NORTHEAST OF
 HL0435'MILEPOST 78, IN AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, AND 7.7 M
 HL0435'(25.3 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 HL0435'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 HL0435'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 HL0435
 HL0435                          STATION RECOVERY (1991)
 HL0435
 HL0435'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0435'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0710 ***********************************************************************
 JJ0710  DESIGNATION -  B 440
 JJ0710  PID         -  JJ0710
 JJ0710  STATE/COUNTY-  CO/PROWERS
 JJ0710  USGS QUAD   -  CARLTON (1952)
 JJ0710
 JJ0710                         *CURRENT SURVEY CONTROL
 JJ0710  ___________________________________________________________________
 JJ0710* NAD 83(1986)-  38 05 26.     (N)    102 26 20.     (W)     SCALED    
 JJ0710* NAVD 88     -      1078.531  (meters)    3538.48   (feet)  ADJUSTED  
 JJ0710  ___________________________________________________________________
 JJ0710  GEOID HEIGHT-         -23.47  (meters)                     GEOID03
 JJ0710  DYNAMIC HT  -        1077.513 (meters)    3535.14  (feet)  COMP
 JJ0710  MODELED GRAV-     979,648.8   (mgal)                       NAVD 88
 JJ0710
 JJ0710  VERT ORDER  -  FIRST     CLASS II
 JJ0710
 JJ0710.The horizontal coordinates were scaled from a topographic map and have
 JJ0710.an estimated accuracy of +/- 6 seconds.
 JJ0710
 JJ0710.The orthometric height was determined by differential leveling
 JJ0710.and adjusted by the National Geodetic Survey in June 1991..
 JJ0710
 JJ0710.The geoid height was determined by GEOID03.
 JJ0710
 JJ0710.The dynamic height is computed by dividing the NAVD 88
 JJ0710.geopotential number by the normal gravity value computed on the
 JJ0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0710.degrees latitude (g = 980.6199 gals.).
 JJ0710
 JJ0710.The modeled gravity was interpolated from observed gravity values.
 JJ0710
 JJ0710;                    North         East    Units  Estimated Accuracy
 JJ0710;SPC CO S     -   467,230.    1,182,880.      MT  (+/- 180 meters Scaled)
 JJ0710
 JJ0710                          SUPERSEDED SURVEY CONTROL
 JJ0710
 JJ0710.No superseded survey control is available for this station.
 JJ0710
 JJ0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC246189(NAD 83)
 JJ0710_MARKER: I = METAL ROD
 JJ0710_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JJ0710_SP_SET: STAINLESS STEEL ROD
 JJ0710_STAMPING: B 440 1986
 JJ0710_MARK LOGO: NGS   
 JJ0710_PROJECTION: FLUSH
 JJ0710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0710_ROD/PIPE-DEPTH: 10.7 meters
 JJ0710
 JJ0710  HISTORY     - Date     Condition        Report By
 JJ0710  HISTORY     - 1986     MONUMENTED       NGS
 JJ0710
 JJ0710                          STATION DESCRIPTION
 JJ0710
 JJ0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JJ0710'16.1 KM (10.0 MI) EAST FROM LAMAR.
 JJ0710'16.1 KM (10.0 MI) EAST ALONG US HIGHWAY 50 FROM THE JUNCTION OF MAIN
 JJ0710'STREET AT LAMAR, AT A WOODEN BRIDGE, 22.4 METERS (73.5 FT) NORTH OF A
 JJ0710'Y FENCE CORNER, 20.5 METERS (67.4 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 JJ0710'2.9 METERS (9.6 FT) NORTH OF THE NORTH END OF A GATE, 0.3 METER (1 FT)
 JJ0710'WEST OF A FENCE AND 12.0 METERS (39.5 FT) SOUTH OF THE SOUTHWEST
 JJ0710'CRONER OF THE SOUTHWEST WOODEN WINGWALL OF THE BRIDGE.  NOTE--ACCESS
 JJ0710'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JJ0710'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JJ0710'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0399 ***********************************************************************
 HL0399  DESIGNATION -  B 441
 HL0399  PID         -  HL0399
 HL0399  STATE/COUNTY-  CO/SAN JUAN
 HL0399  USGS QUAD   -  ENGINEER MOUNTAIN (1975)
 HL0399
 HL0399                         *CURRENT SURVEY CONTROL
 HL0399  ___________________________________________________________________
 HL0399* NAD 83(1986)-  37 41 28.     (N)    107 46 46.     (W)     SCALED    
 HL0399* NAVD 88     -      3177.021  (meters)   10423.28   (feet)  ADJUSTED  
 HL0399  ___________________________________________________________________
 HL0399  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 HL0399  DYNAMIC HT  -        3172.405 (meters)   10408.13  (feet)  COMP
 HL0399  MODELED GRAV-     979,060.4   (mgal)                       NAVD 88
 HL0399
 HL0399  VERT ORDER  -  FIRST     CLASS II
 HL0399
 HL0399.The horizontal coordinates were scaled from a topographic map and have
 HL0399.an estimated accuracy of +/- 6 seconds.
 HL0399
 HL0399.The orthometric height was determined by differential leveling
 HL0399.and adjusted by the National Geodetic Survey in June 1991..
 HL0399
 HL0399.The geoid height was determined by GEOID03.
 HL0399
 HL0399.The dynamic height is computed by dividing the NAVD 88
 HL0399.geopotential number by the normal gravity value computed on the
 HL0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0399.degrees latitude (g = 980.6199 gals.).
 HL0399
 HL0399.The modeled gravity was interpolated from observed gravity values.
 HL0399
 HL0399;                    North         East    Units  Estimated Accuracy
 HL0399;SPC CO S     -   420,950.      713,390.      MT  (+/- 180 meters Scaled)
 HL0399
 HL0399                          SUPERSEDED SURVEY CONTROL
 HL0399
 HL0399.No superseded survey control is available for this station.
 HL0399
 HL0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB549751(NAD 83)
 HL0399_MARKER: DB = BENCH MARK DISK
 HL0399_SETTING: 66 = SET IN ROCK OUTCROP
 HL0399_SP_SET: ROCK OUTCROP
 HL0399_STAMPING: B 441 1985
 HL0399_MARK LOGO: NGS   
 HL0399_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0399+STABILITY: POSITION/ELEVATION WELL
 HL0399
 HL0399  HISTORY     - Date     Condition        Report By
 HL0399  HISTORY     - 1985     MONUMENTED       NGS
 HL0399  HISTORY     - 19910709 GOOD             USPSQD
 HL0399
 HL0399                          STATION DESCRIPTION
 HL0399
 HL0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0399'22.9 KM (14.2 MI) SOUTH FROM SILVERTON.
 HL0399'22.9 KM (14.2 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 HL0399'WITH STATE HIGHWAY 110 IN SILVERTON, NEAR THE CENTER OF THE WEST SIDE
 HL0399'OF A 10- BY 16-FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 1.0 KM
 HL0399'(0.6 MI) SOUTH OF THE SUMMIT OF COAL BANK PASS, 8.1 M (26.6 FT) EAST
 HL0399'OF THE CENTERLINE OF THE HIGHWAY, 5.2 M (17.1 FT) NORTH OF THE SOUTH
 HL0399'END OF THE CUT, AND 0.3 M (1.0 FT) EAST OF THE WEST EDGE OF THE
 HL0399'OUTCROP.
 HL0399'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST
 HL0399'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 HL0399
 HL0399                          STATION RECOVERY (1991)
 HL0399
 HL0399'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0399'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0477 ***********************************************************************
 LK0477  DESIGNATION -  B 442
 LK0477  PID         -  LK0477
 LK0477  STATE/COUNTY-  CO/LOGAN
 LK0477  USGS QUAD   -  STERLING NORTH (1951)
 LK0477
 LK0477                         *CURRENT SURVEY CONTROL
 LK0477  ___________________________________________________________________
 LK0477* NAD 83(1986)-  40 41 44.     (N)    103 09 10.     (W)     SCALED    
 LK0477* NAVD 88     -      1184.444  (meters)    3885.96   (feet)  ADJUSTED  
 LK0477  ___________________________________________________________________
 LK0477  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 LK0477  DYNAMIC HT  -        1183.590 (meters)    3883.16  (feet)  COMP
 LK0477  MODELED GRAV-     979,862.6   (mgal)                       NAVD 88
 LK0477
 LK0477  VERT ORDER  -  FIRST     CLASS II
 LK0477
 LK0477.The horizontal coordinates were scaled from a topographic map and have
 LK0477.an estimated accuracy of +/- 6 seconds.
 LK0477
 LK0477.The orthometric height was determined by differential leveling
 LK0477.and adjusted by the National Geodetic Survey in June 1991..
 LK0477
 LK0477.The geoid height was determined by GEOID03.
 LK0477
 LK0477.The dynamic height is computed by dividing the NAVD 88
 LK0477.geopotential number by the normal gravity value computed on the
 LK0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0477.degrees latitude (g = 980.6199 gals.).
 LK0477
 LK0477.The modeled gravity was interpolated from observed gravity values.
 LK0477
 LK0477;                    North         East    Units  Estimated Accuracy
 LK0477;SPC CO N     -   458,680.    1,112,770.      MT  (+/- 180 meters Scaled)
 LK0477
 LK0477                          SUPERSEDED SURVEY CONTROL
 LK0477
 LK0477.No superseded survey control is available for this station.
 LK0477
 LK0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF560066(NAD 83)
 LK0477_MARKER: I = METAL ROD
 LK0477_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0477_SP_SET: STAINLESS STEEL ROD
 LK0477_STAMPING: B 442 1986
 LK0477_MARK LOGO: NGS   
 LK0477_PROJECTION: FLUSH
 LK0477_MAGNETIC: I = MARKER IS A STEEL ROD
 LK0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0477+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1995
 LK0477_ROD/PIPE-DEPTH: 18.3 meters
 LK0477
 LK0477  HISTORY     - Date     Condition        Report By
 LK0477  HISTORY     - 1986     MONUMENTED       NGS
 LK0477  HISTORY     - 19950209 GOOD             MSAM
 LK0477
 LK0477                          STATION DESCRIPTION
 LK0477
 LK0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LK0477'9.5 KM (5.9 MI) NE FROM STERLING.
 LK0477'9.5 KM (5.9 MI) NORTHEAST ALONG US HIGHWAY 138 FROM THE POST OFFICE AT
 LK0477'STERLING, AT A 6-FOOT METAL PIPE CULVERT AND AN IRON GATE LEADING
 LK0477'NORTHWEST INTO A PASTURE, 20.1 METERS (66 FT) NORTHWEST OF THE HIGHWAY
 LK0477'CENTERLINE, 5.5 METERS (18 FT) NORTHWEST OF THE CENTER OF A 72-INCH
 LK0477'METAL PIPE CULVERT, 5.2 METERS (17 FT) NORTHEAST OF THE CENTER OF THE
 LK0477'IRON GATE TO THE PASTURE AND 0.30 METER (1 FT) SOUTHEAST OF A RIGHT OF
 LK0477'WAY FENCE LINE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 LK0477'LOGO CAP.
 LK0477'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LK0477'THE MARK IS 0.61 M BELOW THE HIGHWAY.
 LK0477
 LK0477                          STATION RECOVERY (1995)
 LK0477
 LK0477'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0477'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0448 ***********************************************************************
 LK0448  DESIGNATION -  B 443
 LK0448  PID         -  LK0448
 LK0448  STATE/COUNTY-  CO/SEDGWICK
 LK0448  USGS QUAD   -  SEDGWICK (1953)
 LK0448
 LK0448                         *CURRENT SURVEY CONTROL
 LK0448  ___________________________________________________________________
 LK0448* NAD 83(1986)-  40 56 05.     (N)    102 31 25.     (W)     SCALED    
 LK0448* NAVD 88     -      1093.573  (meters)    3587.83   (feet)  ADJUSTED  
 LK0448  ___________________________________________________________________
 LK0448  GEOID HEIGHT-         -20.09  (meters)                     GEOID03
 LK0448  DYNAMIC HT  -        1092.853 (meters)    3585.47  (feet)  COMP
 LK0448  MODELED GRAV-     979,927.3   (mgal)                       NAVD 88
 LK0448
 LK0448  VERT ORDER  -  FIRST     CLASS II
 LK0448
 LK0448.The horizontal coordinates were scaled from a topographic map and have
 LK0448.an estimated accuracy of +/- 6 seconds.
 LK0448
 LK0448.The orthometric height was determined by differential leveling
 LK0448.and adjusted by the National Geodetic Survey in June 1991..
 LK0448
 LK0448.The geoid height was determined by GEOID03.
 LK0448
 LK0448.The dynamic height is computed by dividing the NAVD 88
 LK0448.geopotential number by the normal gravity value computed on the
 LK0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0448.degrees latitude (g = 980.6199 gals.).
 LK0448
 LK0448.The modeled gravity was interpolated from observed gravity values.
 LK0448
 LK0448;                    North         East    Units  Estimated Accuracy
 LK0448;SPC CO N     -   486,820.    1,165,030.      MT  (+/- 180 meters Scaled)
 LK0448
 LK0448                          SUPERSEDED SURVEY CONTROL
 LK0448
 LK0448  NGVD 29 (02/14/92) 1093.104  (m)         3586.29   (f) ADJUSTED    1 2
 LK0448
 LK0448.Superseded values are not recommended for survey control.
 LK0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0448.See file dsdata.txt to determine how the superseded data were derived.
 LK0448
 LK0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF084344(NAD 83)
 LK0448_MARKER: DB = BENCH MARK DISK
 LK0448_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LK0448_SP_SET: BUILDING
 LK0448_STAMPING: B 443 1986
 LK0448_MARK LOGO: NGS   
 LK0448_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LK0448+STABILITY: POSITION/ELEVATION WELL
 LK0448
 LK0448  HISTORY     - Date     Condition        Report By
 LK0448  HISTORY     - 1986     MONUMENTED       NGS
 LK0448
 LK0448                          STATION DESCRIPTION
 LK0448
 LK0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LK0448'IN SEDGWICK.
 LK0448'IN SEDGWICK, 1-BLOCK EAST OF THE US POST OFFICE, VERTICALLY IN THE
 LK0448'EAST FACE, AT THE SOUTHEAST CORNER OF THE OLD BRICK SHEKINAH MOTEL
 LK0448'BUILDING, 9.1 METERS (30 FT) NORTH OF THE CENTER OF A DIRT STREET, 3.0
 LK0448'METERS (10 FT) WEST OF THE CENTER OF AN ALLEY, 3.0 METERS (10 FT)
 LK0448'NORTH OF A POWER LINE POLE AND 0.3 METER (1 FT) NORTH OF THE SOUTHEAST
 LK0448'CORNER OF THE BUILDING.
 LK0448'THE MARK IS 0.61 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4825 ***********************************************************************
 AE4825  DESIGNATION -  B 447
 AE4825  PID         -  AE4825
 AE4825  STATE/COUNTY-  CO/PROWERS
 AE4825  USGS QUAD   -  DURKEE CREEK NE (1966)
 AE4825
 AE4825                         *CURRENT SURVEY CONTROL
 AE4825  ___________________________________________________________________
 AE4825* NAD 83(1986)-  37 53 49.     (N)    102 07 01.     (W)     SCALED    
 AE4825* NAVD 88     -      1103.474  (meters)    3620.31   (feet)  ADJUSTED  
 AE4825  ___________________________________________________________________
 AE4825  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 AE4825  DYNAMIC HT  -        1102.416 (meters)    3616.84  (feet)  COMP
 AE4825  MODELED GRAV-     979,633.1   (mgal)                       NAVD 88
 AE4825
 AE4825  VERT ORDER  -  FIRST     CLASS II
 AE4825
 AE4825.The horizontal coordinates were scaled from a topographic map and have
 AE4825.an estimated accuracy of +/- 6 seconds.
 AE4825
 AE4825.The orthometric height was determined by differential leveling
 AE4825.and adjusted by the National Geodetic Survey in July 2002..
 AE4825
 AE4825.The geoid height was determined by GEOID03.
 AE4825
 AE4825.The dynamic height is computed by dividing the NAVD 88
 AE4825.geopotential number by the normal gravity value computed on the
 AE4825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4825.degrees latitude (g = 980.6199 gals.).
 AE4825
 AE4825.The modeled gravity was interpolated from observed gravity values.
 AE4825
 AE4825;                    North         East    Units  Estimated Accuracy
 AE4825;SPC CO S     -   446,730.    1,211,880.      MT  (+/- 180 meters Scaled)
 AE4825
 AE4825                          SUPERSEDED SURVEY CONTROL
 AE4825
 AE4825.No superseded survey control is available for this station.
 AE4825
 AE4825_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB535983(NAD 83)
 AE4825_MARKER: I = METAL ROD
 AE4825_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4825_STAMPING: B 447 1997
 AE4825_MARK LOGO: NGS   
 AE4825_PROJECTION: FLUSH
 AE4825_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4825+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4825_ROD/PIPE-DEPTH: 21.3 meters
 AE4825_SLEEVE-DEPTH  : 0.9 meters
 AE4825
 AE4825  HISTORY     - Date     Condition        Report By
 AE4825  HISTORY     - 1997     MONUMENTED       NGS
 AE4825
 AE4825                          STATION DESCRIPTION
 AE4825
 AE4825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4825'17.4 KM (10.80 MI) SOUTHERLY ALONG STATE HIGHWAY 89 FROM THE JUNCTION
 AE4825'OF U.S.  HIGHWAY 50 IN HOLLY, 13.8 M (45.3 FT) EAST OF THE HIGHWAY
 AE4825'CENTERLINE, 11.2 M (36.7 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD,
 AE4825'10.7 M (35.1 FT) SOUTHWEST OF A UTILITY POLE WITH 3 TRANSFORMERS, 2
 AE4825'GUY CABLES, AND AN ELECTRIC METER ATTACHED, 0.6 M (2.0 FT) SOUTH OF A
 AE4825'WITNESS POST AND THE SOUTHWEST CORNER OF A PIPE FENCE ENCLOSING 2 GAS
 AE4825'METERS, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AE4825'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AE4825'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4232 ***********************************************************************
 DF4232  DESIGNATION -  B 447
 DF4232  PID         -  DF4232
 DF4232  STATE/COUNTY-  CO/CLEAR CREEK
 DF4232  USGS QUAD   -  SQUAW PASS (1974)
 DF4232
 DF4232                         *CURRENT SURVEY CONTROL
 DF4232  ___________________________________________________________________
 DF4232* NAD 83(1986)-  39 44 34.     (N)    105 27 12.     (W)     SCALED    
 DF4232* NAVD 88     -      2218.372  (meters)    7278.11   (feet)  ADJUSTED  
 DF4232  ___________________________________________________________________
 DF4232  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 DF4232  DYNAMIC HT  -        2215.966 (meters)    7270.22  (feet)  COMP
 DF4232  MODELED GRAV-     979,462.4   (mgal)                       NAVD 88
 DF4232
 DF4232  VERT ORDER  -  FIRST     CLASS II
 DF4232
 DF4232.The horizontal coordinates were scaled from a topographic map and have
 DF4232.an estimated accuracy of +/- 6 seconds.
 DF4232
 DF4232.The orthometric height was determined by differential leveling
 DF4232.and adjusted by the National Geodetic Survey in November 2003..
 DF4232
 DF4232.The geoid height was determined by GEOID03.
 DF4232
 DF4232.The dynamic height is computed by dividing the NAVD 88
 DF4232.geopotential number by the normal gravity value computed on the
 DF4232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4232.degrees latitude (g = 980.6199 gals.).
 DF4232
 DF4232.The modeled gravity was interpolated from observed gravity values.
 DF4232
 DF4232;                    North         East    Units  Estimated Accuracy
 DF4232;SPC CO C     -   516,770.      918,400.      MT  (+/- 180 meters Scaled)
 DF4232
 DF4232                          SUPERSEDED SURVEY CONTROL
 DF4232
 DF4232.No superseded survey control is available for this station.
 DF4232
 DF4232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD611993(NAD 83)
 DF4232_MARKER: DV = VERTICAL CONTROL DISK
 DF4232_SETTING: 80 = SET IN A BOULDER
 DF4232_STAMPING: B 447 2000
 DF4232_MARK LOGO: NGS   
 DF4232_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4232+STABILITY: SURFACE MOTION
 DF4232_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4232+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2000
 DF4232
 DF4232  HISTORY     - Date     Condition        Report By
 DF4232  HISTORY     - 20000718 MONUMENTED       NGS
 DF4232
 DF4232                          STATION DESCRIPTION
 DF4232
 DF4232'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 DF4232'THE STATION IS LOCATED ABOUT 1.1 MI EAST OF THE EASTERN ENTRANCE
 DF4232'TO THE INTERSTATE 70 TUNNEL AND 0.85 MI SOUTHWEST FROM THE
 DF4232'JUNCTION OF INTERSTATE 70 AND U. S. HIGHWAY 6, IN THE
 DF4232'SOUTHWEST 1/4 OF SECTION 33, T 3 S, R 72 W.  OWNERSHIP--
 DF4232' 
 DF4232'TO REACH THE STATION FROM THE INTERSECTION ON INTERSTATE 70 AND
 DF4232'THE UNDERPASS OF EXIT 243, HIDDEN VALLEY, GO SOUTH-SOUTHWEST ON
 DF4232'THE UNDERPASS ROAD FOR 0.05 MI TO A T-INTERSECTION, SOUTHERN
 DF4232'ACCESS ROAD. TURN LEFT, SOUTHEAST, ON SOUTHERN ACCESS ROAD FOR
 DF4232'0.25 MI TO THE LOCKED GATE OF THE BIKE PATH. CONTINUE AHEAD,
 DF4232'SOUTHEAST DOWN THE BIKE PATH FOR 0.2 MI TO THE STATION ON THE
 DF4232'RIGHT.
 DF4232' 
 DF4232'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN LARGE BOULDER
 DF4232'MEASURING 5.3 M BY 2.5 M. IT IS 14.5 M EAST FROM A POWER POLE NUMBER
 DF4232'--53-1721--ON THE NORTH SIDE OF BIKE PATH THAT CROSSES CLEAR CREEK
 DF4232'TO A POWER POLE WITH TRANSFORMER, 3.1 M SOUTH FROM THE CENTER
 DF4232'OF BIKE PATH, 0.5 M SOUTHWEST FROM A WITNESS POST AND ABOUT 0.95 M
 DF4232'ABOVE THE BIKE PATH.
 DF4232' 
 DF4232' 
 DF4232' 
 DF4232'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4258 ***********************************************************************
 DF4258  DESIGNATION -  B 448
 DF4258  PID         -  DF4258
 DF4258  STATE/COUNTY-  CO/JEFFERSON
 DF4258  USGS QUAD   -  MORRISON (1994)
 DF4258
 DF4258                         *CURRENT SURVEY CONTROL
 DF4258  ___________________________________________________________________
 DF4258* NAD 83(1986)-  39 41 56.     (N)    105 13 46.     (W)     SCALED    
 DF4258* NAVD 88     -      2078.764  (meters)    6820.08   (feet)  ADJUSTED  
 DF4258  ___________________________________________________________________
 DF4258  GEOID HEIGHT-         -15.29  (meters)                     GEOID03
 DF4258  DYNAMIC HT  -        2076.621 (meters)    6813.05  (feet)  COMP
 DF4258  MODELED GRAV-     979,520.6   (mgal)                       NAVD 88
 DF4258
 DF4258  VERT ORDER  -  FIRST     CLASS II
 DF4258
 DF4258.The horizontal coordinates were scaled from a topographic map and have
 DF4258.an estimated accuracy of +/- 6 seconds.
 DF4258
 DF4258.The orthometric height was determined by differential leveling
 DF4258.and adjusted by the National Geodetic Survey in November 2003..
 DF4258
 DF4258.The geoid height was determined by GEOID03.
 DF4258
 DF4258.The dynamic height is computed by dividing the NAVD 88
 DF4258.geopotential number by the normal gravity value computed on the
 DF4258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4258.degrees latitude (g = 980.6199 gals.).
 DF4258
 DF4258.The modeled gravity was interpolated from observed gravity values.
 DF4258
 DF4258;                    North         East    Units  Estimated Accuracy
 DF4258;SPC CO C     -   511,930.      937,610.      MT  (+/- 180 meters Scaled)
 DF4258
 DF4258                          SUPERSEDED SURVEY CONTROL
 DF4258
 DF4258.No superseded survey control is available for this station.
 DF4258
 DF4258_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD803943(NAD 83)
 DF4258_MARKER: DV = VERTICAL CONTROL DISK
 DF4258_SETTING: 66 = SET IN ROCK OUTCROP
 DF4258_STAMPING: B 448 2000
 DF4258_MARK LOGO: NGS   
 DF4258_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4258_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF4258+STABILITY: POSITION/ELEVATION WELL
 DF4258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4258+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2000
 DF4258
 DF4258  HISTORY     - Date     Condition        Report By
 DF4258  HISTORY     - 20000817 MONUMENTED       NGS
 DF4258
 DF4258                          STATION DESCRIPTION
 DF4258
 DF4258'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 DF4258'THE STATION IS LOCATED ABOUT 4 MI SOUTH OF GOLDEN, 3.7 MI
 DF4258'NORTHWEST OF MORRISON AND 1.1 MI WEST OF THE MOUTH OF MOUNT
 DF4258'VERNON CANYON, IN THE SOUTHEAST 1/4 OF SECTION 16, T 4 S, R 70 W, AT
 DF4258'U. S. HIGHWAY 40 MILEPOST 283.2.  OWNERSHIP--COLORADO DEPT. OF
 DF4258'TRANSPORTATION RIGHT-OF-WAY.
 DF4258' 
 DF4258'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 70 AND
 DF4258'THE OVERPASS AT EXIT 256, LOOKOUT MOUNTAIN ROAD, GO NORTH FOR
 DF4258'0.05 MI TO THE INTERSECTION OF U. S. HIGHWAY 40, NORTHERN ACCESS
 DF4258'ROAD. TURN RIGHT, EAST, ON U. S. HIGHWAY 40 FOR 1.2 MI TO THE STATION
 DF4258'ON THE LEFT, AT THE INTERSECTION OF THE CABRINI SHRINE ROAD. THE
 DF4258'STATION IS BEHIND A LARGE POSTAL SERVICE MAILBOX AND IN THE
 DF4258'NORTHWEST CORNER OF THE INTERSECTION.
 DF4258' 
 DF4258'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN A
 DF4258'METAMORPHIC ROCK OUTCROP. IT IS 21.8 M NORTH-NORTHEAST FROM THE
 DF4258'CENTER LINE OF U. S. HIGHWAY 40, 11.9 M NORTHWEST FROM THE CENTER
 DF4258'LINE OF A PAVED ROAD TO THE CABRINI SHRINE, 11.8 M NORTHEAST FROM A
 DF4258'CORRUGATED METAL 18-INCH PIPE CULVERT, 0.9 M NORTHEAST FROM A
 DF4258'WITNESS POST AND ABOUT 1 M ABOVE THE HIGHWAY.
 DF4258' 
 DF4258'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5531 ***********************************************************************
 DF5531  DESIGNATION -  B 449
 DF5531  PID         -  DF5531
 DF5531  STATE/COUNTY-  CO/SUMMIT
 DF5531  USGS QUAD   -  FRISCO (1987)
 DF5531
 DF5531                         *CURRENT SURVEY CONTROL
 DF5531  ___________________________________________________________________
 DF5531* NAD 83(1992)-  39 34 57.82918(N)    106 06 34.78314(W)     ADJUSTED  
 DF5531* NAVD 88     -      2782.157  (meters)    9127.79   (feet)  ADJUSTED  
 DF5531  ___________________________________________________________________
 DF5531  X           -  -1,366,431.854 (meters)                     COMP
 DF5531  Y           -  -4,731,119.654 (meters)                     COMP
 DF5531  Z           -   4,044,151.568 (meters)                     COMP
 DF5531  LAPLACE CORR-          -6.82  (seconds)                    DEFLEC99
 DF5531  ELLIP HEIGHT-        2769.56  (meters)          (10/27/04) GPS OBS
 DF5531  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 DF5531  DYNAMIC HT  -        2778.653 (meters)    9116.30  (feet)  COMP
 DF5531  MODELED GRAV-     979,267.0   (mgal)                       NAVD 88
 DF5531
 DF5531  HORZ ORDER  -  FIRST
 DF5531  VERT ORDER  -  FIRST     CLASS II
 DF5531  ELLP ORDER  -  FOURTH    CLASS II
 DF5531
 DF5531.The horizontal coordinates were established by GPS observations
 DF5531.and adjusted by the MOUNTAIN SURVEYING in October 2004..
 DF5531
 DF5531.The orthometric height was determined by differential leveling
 DF5531.and adjusted by the National Geodetic Survey in November 2003..
 DF5531
 DF5531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5531
 DF5531.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5531
 DF5531.The ellipsoidal height was determined by GPS observations
 DF5531.and is referenced to NAD 83.
 DF5531
 DF5531.The geoid height was determined by GEOID03.
 DF5531
 DF5531.The dynamic height is computed by dividing the NAVD 88
 DF5531.geopotential number by the normal gravity value computed on the
 DF5531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5531.degrees latitude (g = 980.6199 gals.).
 DF5531
 DF5531.The modeled gravity was interpolated from observed gravity values.
 DF5531
 DF5531;                    North         East     Units Scale Factor Converg.
 DF5531;SPC CO C     -   499,176.366   862,026.842   MT  0.99997119   -0 23 04.2
 DF5531;SPC CO C     - 1,637,714.46  2,828,166.40   sFT  0.99997119   -0 23 04.2
 DF5531;UTM  13      - 4,382,034.083   404,704.431   MT  0.99971181   -0 42 25.6
 DF5531
 DF5531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5531!SPC CO C     -   0.99956568  x   0.99997119  =   0.99953689
 DF5531!UTM  13      -   0.99956568  x   0.99971181  =   0.99927762
 DF5531
 DF5531                          SUPERSEDED SURVEY CONTROL
 DF5531
 DF5531  NAVD 88 (10/27/04) 2782.16   (m)         9127.8    (f) LEVELING    3  
 DF5531
 DF5531.Superseded values are not recommended for survey control.
 DF5531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5531.See file dsdata.txt to determine how the superseded data were derived.
 DF5531
 DF5531_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD0470482034(NAD 83)
 DF5531_MARKER: F = FLANGE-ENCASED ROD
 DF5531_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF5531_STAMPING: B 449 2001
 DF5531_MARK LOGO: NGS   
 DF5531_PROJECTION: FLUSH
 DF5531_MAGNETIC: I = MARKER IS A STEEL ROD
 DF5531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5531+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 DF5531_ROD/PIPE-DEPTH: 3.4  meters
 DF5531
 DF5531  HISTORY     - Date     Condition        Report By
 DF5531  HISTORY     - 20010822 MONUMENTED       NGS
 DF5531  HISTORY     - 20040130 GOOD             MSAM
 DF5531
 DF5531                          STATION DESCRIPTION
 DF5531
 DF5531'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5531'THE STATION IS LOCATED ABOUT 0.5 MI NORTH-NORTHEAST OF INTERSTATE 70
 DF5531'EXIT 201, 0.75 MI
 DF5531'NORTHWEST OF FRISCO AND 1.0 MI SOUTHWEST OF INTERSTATE 70 EXIT 203, IN
 DF5531'THE SOUTH CENTER
 DF5531'OF SECTION 27, T 5 S, R 78 W, AT INTERSTATE 70 MILEPOST 201.35.
 DF5531'OWNERSHIP--COLORADO
 DF5531'DEPT. OF TRANSPORTATION RIGHT-OF-WAY.
 DF5531' 
 DF5531'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 70 AND THE
 DF5531'WEST FRISCO EXIT,
 DF5531'EXIT 201, FRISCO-MAIN STREET, TAKE THE EASTBOUND ONRAMP OF INTERSTATE
 DF5531'70 FOR 0.5 MI TO
 DF5531'THE STATION ON THE RIGHT IN THE EASTERN RIGHT-OF-WAY.
 DF5531' 
 DF5531'THE MARK IS A PUNCH HOLE, TOP CENTER IN A 2.4 M LONG STAINLESS STEEL
 DF5531'ROD DRIVEN TO
 DF5531'REFUSAL, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A
 DF5531'CONCRETE COLLAR
 DF5531'FLUSH WITH THE GROUND. IT IS 22.0 M NORTH FROM THE PROJECTED CENTER OF
 DF5531'A PAVED STREET
 DF5531'GOING EAST, 17.5 M NORTH FROM A 24-INCH CORREGATED STEEL PIPE CULVERT,
 DF5531'12.8 M WEST
 DF5531'FROM A CHAINLINK RIGHT-OF-WAY FENCE, 12.4 M EAST FROM THE EDGE OF OIL
 DF5531'FOR INTERSTATE 70,
 DF5531'0.8 M NORTHEAST FROM A WITNESS POST AND ABOUT THE SAME ELEVATION AS
 DF5531'THE INTERSTATE.
 DF5531'
 DF5531
 DF5531                          STATION RECOVERY (2004)
 DF5531
 DF5531'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (KCH)
 DF5531'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2004 (BAJ)
 DF5531'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0287 ***********************************************************************
 LM0287  DESIGNATION -  B 45
 LM0287  PID         -  LM0287
 LM0287  STATE/COUNTY-  CO/ROUTT
 LM0287  USGS QUAD   -  STEAMBOAT SPRINGS (1969)
 LM0287
 LM0287                         *CURRENT SURVEY CONTROL
 LM0287  ___________________________________________________________________
 LM0287* NAD 83(1986)-  40 22 50.     (N)    106 48 32.     (W)     SCALED    
 LM0287* NAVD 88     -      2162.116  (meters)    7093.54   (feet)  ADJUSTED  
 LM0287  ___________________________________________________________________
 LM0287  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 LM0287  DYNAMIC HT  -        2159.838 (meters)    7086.07  (feet)  COMP
 LM0287  MODELED GRAV-     979,495.1   (mgal)                       NAVD 88
 LM0287
 LM0287  VERT ORDER  -  FIRST     CLASS II
 LM0287
 LM0287.The horizontal coordinates were scaled from a topographic map and have
 LM0287.an estimated accuracy of +/- 6 seconds.
 LM0287
 LM0287.The orthometric height was determined by differential leveling
 LM0287.and adjusted by the National Geodetic Survey in June 1991..
 LM0287
 LM0287.The geoid height was determined by GEOID03.
 LM0287
 LM0287.The dynamic height is computed by dividing the NAVD 88
 LM0287.geopotential number by the normal gravity value computed on the
 LM0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0287.degrees latitude (g = 980.6199 gals.).
 LM0287
 LM0287.The modeled gravity was interpolated from observed gravity values.
 LM0287
 LM0287;                    North         East    Units  Estimated Accuracy
 LM0287;SPC CO N     -   421,900.      803,260.      MT  (+/- 180 meters Scaled)
 LM0287
 LM0287                          SUPERSEDED SURVEY CONTROL
 LM0287
 LM0287  NGVD 29 (??/??/92) 2160.730  (m)         7088.99   (f) ADJ UNCH    1 2
 LM0287
 LM0287.Superseded values are not recommended for survey control.
 LM0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0287.See file dsdata.txt to determine how the superseded data were derived.
 LM0287
 LM0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE464715(NAD 83)
 LM0287_MARKER: DB = BENCH MARK DISK
 LM0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0287_STAMPING: B 45 1934
 LM0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0287+STABILITY: SURFACE MOTION
 LM0287
 LM0287  HISTORY     - Date     Condition        Report By
 LM0287  HISTORY     - 1934     MONUMENTED       CGS
 LM0287  HISTORY     - 1969     MARK NOT FOUND   USGS
 LM0287
 LM0287                          STATION DESCRIPTION
 LM0287
 LM0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LM0287'3.9 MI E FROM SIDNEY.
 LM0287'3.9 MILES EAST ALONG U.S. HIGHWAY 40 FROM SIDNEY, 218.5 FEET EAST OF
 LM0287'THE EAST END OF A 24-INCH CULVERT, AT U.S. BUREAU OF PUBLIC ROADS
 LM0287'STATION 1028+37, AND 40 FEET SOUTHWEST OF THE CENTERLINE OF THE
 LM0287'HIGHWAY.  A STANDARD DISK, STAMPED B 45 1934 AND SET IN THE TOP OF A
 LM0287'CONCRETE POST.
 LM0287
 LM0287                          STATION RECOVERY (1969)
 LM0287
 LM0287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 LM0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5525 ***********************************************************************
 DF5525  DESIGNATION -  B 450
 DF5525  PID         -  DF5525
 DF5525  STATE/COUNTY-  CO/SUMMIT
 DF5525  USGS QUAD   -  DILLON (1987)
 DF5525
 DF5525                         *CURRENT SURVEY CONTROL
 DF5525  ___________________________________________________________________
 DF5525* NAD 83(1986)-  39 37 37.     (N)    106 04 16.     (W)     SCALED    
 DF5525* NAVD 88     -      2672.281  (meters)    8767.31   (feet)  ADJUSTED  
 DF5525  ___________________________________________________________________
 DF5525  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 DF5525  DYNAMIC HT  -        2669.004 (meters)    8756.56  (feet)  COMP
 DF5525  MODELED GRAV-     979,304.2   (mgal)                       NAVD 88
 DF5525
 DF5525  VERT ORDER  -  FIRST     CLASS II
 DF5525
 DF5525.The horizontal coordinates were scaled from a topographic map and have
 DF5525.an estimated accuracy of +/- 6 seconds.
 DF5525
 DF5525.The orthometric height was determined by differential leveling
 DF5525.and adjusted by the National Geodetic Survey in November 2003..
 DF5525
 DF5525.The geoid height was determined by GEOID03.
 DF5525
 DF5525.The dynamic height is computed by dividing the NAVD 88
 DF5525.geopotential number by the normal gravity value computed on the
 DF5525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5525.degrees latitude (g = 980.6199 gals.).
 DF5525
 DF5525.The modeled gravity was interpolated from observed gravity values.
 DF5525
 DF5525;                    North         East    Units  Estimated Accuracy
 DF5525;SPC CO C     -   504,060.      865,370.      MT  (+/- 180 meters Scaled)
 DF5525
 DF5525                          SUPERSEDED SURVEY CONTROL
 DF5525
 DF5525.No superseded survey control is available for this station.
 DF5525
 DF5525_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD080869(NAD 83)
 DF5525_MARKER: DV = VERTICAL CONTROL DISK
 DF5525_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF5525_SP_SET: BRIDGE HEADWALL
 DF5525_STAMPING: B 450 2001
 DF5525_MARK LOGO: NGS   
 DF5525_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5525+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2001
 DF5525
 DF5525  HISTORY     - Date     Condition        Report By
 DF5525  HISTORY     - 20010828 MONUMENTED       NGS
 DF5525  HISTORY     - 20060915 MARK NOT FOUND   USPSQD
 DF5525
 DF5525                          STATION DESCRIPTION
 DF5525
 DF5525'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5525'THE STATION IS LOCATED IN THE TOWN OF SILVERTHORNE, IN THE SOUTHEAST
 DF5525'1/4 OF SECTION 12, T
 DF5525'5 S, R 78 W. OWNERSHIP--CITY OF SILVERTHORNE.
 DF5525' 
 DF5525'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 70 EXIT 205
 DF5525'AND THE UNDERPASS
 DF5525'AT STATE HIGHWAY 9, GO WEST FOR 0.2 MI TO THE INTERSECTION OF
 DF5525'WILDERNEST ROAD. TURN
 DF5525'LEFT, SOUTH, FOR 0.15 MI TO THE INTERSECTION OF STEPHENS WAY AND
 DF5525'WILDERNEST ROAD AND
 DF5525'THE STATION IN THE NORTHEAST CORNER OF THE BRIDGE.
 DF5525' 
 DF5525'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF THE
 DF5525'NORTHEAST END OF THE
 DF5525' NORTHERN HEADWALL OF THE BRIDGE OVER THE BLUE RIVER. THE BRIDGE IS
 DF5525'28.05 M LONG. IT IS
 DF5525'24.8 M FROM THE CENTER LINE OF STEPHENS WAY, 11.6 M SOUTH-SOUTHWEST
 DF5525'FROM THE CENTER OF
 DF5525'A BIKE PATH, 6.4 M EAST-SOUTHEAST FROM THE CENTER LINE OF WILDERNEST
 DF5525'ROAD AND 2.0 M
 DF5525'SOUTH-SOUTHWEST FROM A WITNESS POST.
 DF5525'
 DF5525
 DF5525                          STATION RECOVERY (2006)
 DF5525
 DF5525'RECOVERY NOTE BY US POWER SQUADRON 2006 (EDS)
 DF5525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5490 ***********************************************************************
 DF5490  DESIGNATION -  B 451
 DF5490  PID         -  DF5490
 DF5490  STATE/COUNTY-  CO/CLEAR CREEK
 DF5490  USGS QUAD   -  GRAYS PEAK (1987)
 DF5490
 DF5490                         *CURRENT SURVEY CONTROL
 DF5490  ___________________________________________________________________
 DF5490* NAD 83(1992)-  39 41 34.65234(N)    105 48 58.87650(W)     ADJUSTED  
 DF5490* NAVD 88     -      3005.684  (meters)    9861.15   (feet)  ADJUSTED  
 DF5490  ___________________________________________________________________
 DF5490  X           -  -1,340,112.717 (meters)                     COMP
 DF5490  Y           -  -4,730,703.422 (meters)                     COMP
 DF5490  Z           -   4,053,723.388 (meters)                     COMP
 DF5490  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 DF5490  ELLIP HEIGHT-        2993.46  (meters)          (10/27/04) GPS OBS
 DF5490  GEOID HEIGHT-         -12.25  (meters)                     GEOID03
 DF5490  DYNAMIC HT  -        3001.879 (meters)    9848.66  (feet)  COMP
 DF5490  MODELED GRAV-     979,251.2   (mgal)                       NAVD 88
 DF5490
 DF5490  HORZ ORDER  -  FIRST
 DF5490  VERT ORDER  -  FIRST     CLASS II
 DF5490  ELLP ORDER  -  FOURTH    CLASS II
 DF5490
 DF5490.The horizontal coordinates were established by GPS observations
 DF5490.and adjusted by the MOUNTAIN SURVEYING in October 2004..
 DF5490
 DF5490.The orthometric height was determined by differential leveling
 DF5490.and adjusted by the National Geodetic Survey in November 2003..
 DF5490
 DF5490.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5490
 DF5490.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5490
 DF5490.The ellipsoidal height was determined by GPS observations
 DF5490.and is referenced to NAD 83.
 DF5490
 DF5490.The geoid height was determined by GEOID03.
 DF5490
 DF5490.The dynamic height is computed by dividing the NAVD 88
 DF5490.geopotential number by the normal gravity value computed on the
 DF5490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5490.degrees latitude (g = 980.6199 gals.).
 DF5490
 DF5490.The modeled gravity was interpolated from observed gravity values.
 DF5490
 DF5490;                    North         East     Units Scale Factor Converg.
 DF5490;SPC CO C     -   511,286.055   887,266.832   MT  0.99998921   -0 11 58.3
 DF5490;SPC CO C     - 1,677,444.33  2,910,974.60   sFT  0.99998921   -0 11 58.3
 DF5490;UTM  13      - 4,393,998.060   430,004.675   MT  0.99966032   -0 31 17.1
 DF5490
 DF5490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5490!SPC CO C     -   0.99953060  x   0.99998921  =   0.99951981
 DF5490!UTM  13      -   0.99953060  x   0.99966032  =   0.99919107
 DF5490
 DF5490                          SUPERSEDED SURVEY CONTROL
 DF5490
 DF5490  NAVD 88 (10/27/04) 3005.68   (m)         9861.1    (f) LEVELING    3  
 DF5490
 DF5490.Superseded values are not recommended for survey control.
 DF5490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5490.See file dsdata.txt to determine how the superseded data were derived.
 DF5490
 DF5490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD3000593998(NAD 83)
 DF5490_MARKER: DV = VERTICAL CONTROL DISK
 DF5490_SETTING: 66 = SET IN ROCK OUTCROP
 DF5490_STAMPING: B 451 2001
 DF5490_MARK LOGO: NGS   
 DF5490_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5490_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF5490+STABILITY: POSITION/ELEVATION WELL
 DF5490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5490+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 DF5490
 DF5490  HISTORY     - Date     Condition        Report By
 DF5490  HISTORY     - 20010913 MONUMENTED       NGS
 DF5490  HISTORY     - 20030910 GOOD             NGS
 DF5490  HISTORY     - 20040130 GOOD             MSAM
 DF5490
 DF5490                          STATION DESCRIPTION
 DF5490
 DF5490'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5490'THE STATION IS LOCATED ABOUT 1.75 MI SOUTH OF MOUNT PARNASSUS AND 0.6
 DF5490'MI
 DF5490'WEST-NORTHWEST OF BAKERVILLE, AT INTERSTATE 70 MILEPOST 220.65.
 DF5490'OWNERSHIP--COLORADO
 DF5490'DEPT. OF TRANSPORTATION RIGHT-OF-WAY.
 DF5490' 
 DF5490'TO REACH THE STATION FROM EXIT 221, THE BAKERVILLE EXIT OF INTERSTATE
 DF5490'70, GO WEST ON
 DF5490'INTERSTATE 70 FOR 0.6 MI TO THE STATION ON THE RIGHT, AT THE EAST END
 DF5490'OF A LONG ROCK CUT.
 DF5490'IT IS ABOUT 0.1 M WEST FROM A ROADSIDE TURNOUT.
 DF5490' 
 DF5490'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE BOTTOM OF A
 DF5490'ROCK OUTCROP 9.3 M
 DF5490'BY 3.0 M BY 3.0 M HIGH IN THE EAST SIDE OF A LONG ROAD CUT. IT IS 15.3
 DF5490'M NORTH FROM THE
 DF5490'CENTER LINE OF THE WESTBOUND LANES OF THE INTERSTATE, 8.6 M NORTH FROM
 DF5490'THE EDGE OF OIL
 DF5490'FOR INTERSTATE 70, 1.1 M WEST FROM A WITNESS POST AND ABOUT 1.0 M
 DF5490'ABOVE THE INTERSTATE.
 DF5490'
 DF5490'
 DF5490
 DF5490                          STATION RECOVERY (2003)
 DF5490
 DF5490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 DF5490'NOT SUITABLE FOR GRAVITY OBSERVATIONS.
 DF5490
 DF5490                          STATION RECOVERY (2004)
 DF5490
 DF5490'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (KCH)
 DF5490'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2004 (BAJ)
 DF5490'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9178 ***********************************************************************
 DH9178  DESIGNATION -  B 457
 DH9178  PID         -  DH9178
 DH9178  STATE/COUNTY-  CO/ADAMS
 DH9178  USGS QUAD   -  BRIGHTON (1994)
 DH9178
 DH9178                         *CURRENT SURVEY CONTROL
 DH9178  ___________________________________________________________________
 DH9178* NAD 83(1986)-  39 54 53.     (N)    104 47 54.     (W)     SCALED    
 DH9178* NAVD 88     -      1555.656  (meters)    5103.85   (feet)  ADJUSTED  
 DH9178  ___________________________________________________________________
 DH9178  GEOID HEIGHT-         -17.88  (meters)                     GEOID03
 DH9178  DYNAMIC HT  -        1554.225 (meters)    5099.15  (feet)  COMP
 DH9178  MODELED GRAV-     979,652.1   (mgal)                       NAVD 88
 DH9178
 DH9178  VERT ORDER  -  SECOND    CLASS I
 DH9178
 DH9178.The horizontal coordinates were scaled from a topographic map and have
 DH9178.an estimated accuracy of +/- 6 seconds.
 DH9178
 DH9178.The orthometric height was determined by differential leveling
 DH9178.and adjusted by the National Geodetic Survey in July 2006..
 DH9178
 DH9178.The geoid height was determined by GEOID03.
 DH9178
 DH9178.The dynamic height is computed by dividing the NAVD 88
 DH9178.geopotential number by the normal gravity value computed on the
 DH9178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9178.degrees latitude (g = 980.6199 gals.).
 DH9178
 DH9178.The modeled gravity was interpolated from observed gravity values.
 DH9178
 DH9178;                    North         East    Units  Estimated Accuracy
 DH9178;SPC CO N     -   369,590.      974,390.      MT  (+/- 180 meters Scaled)
 DH9178
 DH9178                          SUPERSEDED SURVEY CONTROL
 DH9178
 DH9178.No superseded survey control is available for this station.
 DH9178
 DH9178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE172183(NAD 83)
 DH9178_MARKER: DV = VERTICAL CONTROL DISK
 DH9178_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH9178_SP_SET: CULVERT HEADWALL
 DH9178_STAMPING: B 457 2005
 DH9178_MARK LOGO: NGS   
 DH9178_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH9178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9178+STABILITY: SURFACE MOTION
 DH9178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9178+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 DH9178
 DH9178  HISTORY     - Date     Condition        Report By
 DH9178  HISTORY     - 20051026 MONUMENTED       WOOLPT
 DH9178
 DH9178                          STATION DESCRIPTION
 DH9178
 DH9178'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9178'DESCRIBED BY WOOLPERT, INC. 2005 (CRR)
 DH9178' 
 DH9178'THE STATION IS LOCATED 8.0 KM (5.0 MI) SOUTHEAST OF THE CITY OF
 DH9178'BRIGHTON, 12.9 KM (8.0 MI)  NORTHWEST OF THE DIA TERMINAL, AND 10 KM
 DH9178'(6.2 MI) NORTHEAST OF THE INTERSECTION OF E470  AND PENA BOULEVARD.
 DH9178'OWNERSHIP - ADAMS COUNTY HIGHWAY DEPARTMENT.
 DH9178' 
 DH9178'TO REACH THE STATION FROM THE INTERSECTION OF I76 AND EAST 120TH
 DH9178'AVENUE, HEAD EAST ON  EAST 120TH AVENUE 1.6 KM (1.0 MI) TO THE STATION
 DH9178'ON THE LEFT.
 DH9178' 
 DH9178'THE STATION IS A NGS BRASS DISK SET ON THE WEST END OF A HEADWALL FOR
 DH9178'A LARGE BOX  CULVERT.  IT IS 16.8 M (55.1 FT) NORTHWEST OF A POWER
 DH9178'POLE, 16.3 M (53.6 FT) NORTH OF THE  NORTH EDGE OF EAST 120TH AVENUE,
 DH9178'AND 5.4 M (17.8 FT) WEST OF THE EAST END OF THE  HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0024 ***********************************************************************
 LN0024  DESIGNATION -  B 46
 LN0024  PID         -  LN0024
 LN0024  STATE/COUNTY-  CO/MOFFAT
 LN0024  USGS QUAD   -  SUNBEAM (1986)
 LN0024
 LN0024                         *CURRENT SURVEY CONTROL
 LN0024  ___________________________________________________________________
 LN0024* NAD 83(1986)-  40 32 22.     (N)    108 11 50.     (W)     SCALED    
 LN0024* NAVD 88     -      1807.870  (meters)    5931.32   (feet)  POSTED    
 LN0024  ___________________________________________________________________
 LN0024  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 LN0024  DYNAMIC HT  -        1806.150 (meters)    5925.68  (feet)  COMP
 LN0024  MODELED GRAV-     979,607.8   (mgal)                       NAVD 88
 LN0024
 LN0024  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LN0024
 LN0024.The horizontal coordinates were scaled from a topographic map and have
 LN0024.an estimated accuracy of +/- 6 seconds.
 LN0024
 LN0024.The orthometric height was determined by differential leveling
 LN0024.and adjusted by the National Geodetic Survey in 1992..
 LN0024.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LN0024.rate of 0.0 thru 1.0 mm/km.
 LN0024
 LN0024.The geoid height was determined by GEOID03.
 LN0024
 LN0024.The dynamic height is computed by dividing the NAVD 88
 LN0024.geopotential number by the normal gravity value computed on the
 LN0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0024.degrees latitude (g = 980.6199 gals.).
 LN0024
 LN0024.The modeled gravity was interpolated from observed gravity values.
 LN0024
 LN0024;                    North         East    Units  Estimated Accuracy
 LN0024;SPC CO N     -   442,190.      685,940.      MT  (+/- 180 meters Scaled)
 LN0024
 LN0024                          SUPERSEDED SURVEY CONTROL
 LN0024
 LN0024  NGVD 29 (??/??/92) 1806.580  (m)         5927.09   (f) ADJ UNCH    1 2
 LN0024
 LN0024.Superseded values are not recommended for survey control.
 LN0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0024.See file dsdata.txt to determine how the superseded data were derived.
 LN0024
 LN0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK373914(NAD 83)
 LN0024_MARKER: DB = BENCH MARK DISK
 LN0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0024_STAMPING: B 46 1934
 LN0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0024+STABILITY: SURFACE MOTION
 LN0024
 LN0024  HISTORY     - Date     Condition        Report By
 LN0024  HISTORY     - 1934     MONUMENTED       CGS
 LN0024  HISTORY     - 1968     GOOD             NGS
 LN0024  HISTORY     - 1982     GOOD             USGS
 LN0024
 LN0024                          STATION DESCRIPTION
 LN0024
 LN0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0024'7.1 MI W FROM MAYBELL.
 LN0024'7.1 MILES WEST ALONG U. S. HIGHWAY 40 FROM MAYBELL, MOFFAT COUNTY,
 LN0024'NEAR A ROAD JUNCTION, 45 YARDS SOUTH OF THE ROAD LEADING TO SUNBEAM,
 LN0024'AND 28 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 LN0024'STAMPED B 46 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LN0024
 LN0024                          STATION RECOVERY (1968)
 LN0024
 LN0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LN0024'RECOVERED IN GOOD CONDITION.
 LN0024
 LN0024                          STATION RECOVERY (1982)
 LN0024
 LN0024'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LN0024'7.1 MILES WEST ALONG US HWY. 40 FROM MAYBELL, 0.3 MILES WEST ALONG US
 LN0024'HWY. 40 FROM MAYBELL, THENCE 5.6 MILES NORTHWEST ALONG STATE HWY. 318
 LN0024'TO Y-RD, THENCE 1.15 MILES WEST ALONG COUNTY ROAD 23 TO Y-RD
 LN0024'EAST-SOUTHEAST IN THORNBURG DRAW, THENCE 0.4 MILES SOUTHEAST ALONG
 LN0024'DIRT ROAD, 140 FT. NORTH OF TRANMISSION LINE, 25 FEET WEST OF
 LN0024'CENTERLINE OF ROAD. A STANDARD DISK, STAMPED 'B 46 1934' AND SET IN
 LN0024'TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0421 ***********************************************************************
 KL0421  DESIGNATION -  B 47
 KL0421  PID         -  KL0421
 KL0421  STATE/COUNTY-  CO/EAGLE
 KL0421  USGS QUAD   -  EDWARDS (1987)
 KL0421
 KL0421                         *CURRENT SURVEY CONTROL
 KL0421  ___________________________________________________________________
 KL0421* NAD 83(1986)-  39 38 55.     (N)    106 35 25.     (W)     SCALED    
 KL0421* NAVD 88     -      2202.224  (meters)    7225.13   (feet)  ADJUSTED  
 KL0421  ___________________________________________________________________
 KL0421  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 KL0421  DYNAMIC HT  -        2199.727 (meters)    7216.94  (feet)  COMP
 KL0421  MODELED GRAV-     979,414.7   (mgal)                       NAVD 88
 KL0421
 KL0421  VERT ORDER  -  FIRST     CLASS II
 KL0421
 KL0421.The horizontal coordinates were scaled from a topographic map and have
 KL0421.an estimated accuracy of +/- 6 seconds.
 KL0421
 KL0421.The orthometric height was determined by differential leveling
 KL0421.and adjusted by the National Geodetic Survey in June 1991..
 KL0421.WARNING-Repeat measurements at this control monument indicate possible
 KL0421.vertical movement.
 KL0421
 KL0421.The geoid height was determined by GEOID03.
 KL0421
 KL0421.The dynamic height is computed by dividing the NAVD 88
 KL0421.geopotential number by the normal gravity value computed on the
 KL0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0421.degrees latitude (g = 980.6199 gals.).
 KL0421
 KL0421.The modeled gravity was interpolated from observed gravity values.
 KL0421
 KL0421;                    North         East    Units  Estimated Accuracy
 KL0421;SPC CO C     -   506,880.      820,830.      MT  (+/- 180 meters Scaled)
 KL0421
 KL0421                          SUPERSEDED SURVEY CONTROL
 KL0421
 KL0421  NGVD 29 (??/??/92) 2200.792  (m)         7220.43   (f) ADJ UNCH    1 2
 KL0421
 KL0421.Superseded values are not recommended for survey control.
 KL0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0421.See file dsdata.txt to determine how the superseded data were derived.
 KL0421
 KL0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD635899(NAD 83)
 KL0421_MARKER: DB = BENCH MARK DISK
 KL0421_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KL0421_SP_SET: ABUTMENT
 KL0421_STAMPING: B 47 1934
 KL0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0421
 KL0421  HISTORY     - Date     Condition        Report By
 KL0421  HISTORY     - 1934     MONUMENTED       CGS
 KL0421
 KL0421                          STATION DESCRIPTION
 KL0421
 KL0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KL0421'IN EDWARDS.
 KL0421'ALONG THE RIGHTWAY OF THE D. AND R. G. W. R. R. CO. 156 FT. WEST OF
 KL0421'RAILROAD STATION AT EDWARDS, TOP OF SOUTH END OF EAST ABUTEMENT OF
 KL0421'BRIDGE NO. 312.17 10.4 FT. SOUTHWEST OF CENTER-LINE OF TRACK, 3 INCHES
 KL0421'FROM EAST EDGE OF CONCRETE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0422 ***********************************************************************
 KL0422  DESIGNATION -  B 47 RESET
 KL0422  PID         -  KL0422
 KL0422  STATE/COUNTY-  CO/EAGLE
 KL0422  USGS QUAD   -  EDWARDS (1987)
 KL0422
 KL0422                         *CURRENT SURVEY CONTROL
 KL0422  ___________________________________________________________________
 KL0422* NAD 83(1986)-  39 38 55.     (N)    106 35 24.     (W)     SCALED    
 KL0422* NAVD 88     -      2202.76   (meters)    7226.9    (feet)  RESET     
 KL0422  ___________________________________________________________________
 KL0422  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 KL0422
 KL0422  VERT ORDER  -  THIRD
 KL0422
 KL0422.The horizontal coordinates were scaled from a topographic map and have
 KL0422.an estimated accuracy of +/- 6 seconds.
 KL0422
 KL0422.The orthometric height was computed from unverified reset data.
 KL0422.No vertical observational check was made to the station.
 KL0422
 KL0422.The geoid height was determined by GEOID03.
 KL0422
 KL0422;                    North         East    Units  Estimated Accuracy
 KL0422;SPC CO C     -   506,880.      820,850.      MT  (+/- 180 meters Scaled)
 KL0422
 KL0422                          SUPERSEDED SURVEY CONTROL
 KL0422
 KL0422  NGVD 29 (??/??/??) 2201.32   (m)         7222.2    (f) RESET       3  
 KL0422
 KL0422.Superseded values are not recommended for survey control.
 KL0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0422.See file dsdata.txt to determine how the superseded data were derived.
 KL0422
 KL0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD635899(NAD 83)
 KL0422_MARKER: DB = BENCH MARK DISK
 KL0422_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KL0422_SP_SET: ABUTMENT
 KL0422_STAMPING: B 47 1934 RESET 1955
 KL0422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0422
 KL0422  HISTORY     - Date     Condition        Report By
 KL0422  HISTORY     - 1955     MONUMENTED       CGS
 KL0422  HISTORY     - 1959     GOOD             NGS
 KL0422
 KL0422                          STATION DESCRIPTION
 KL0422
 KL0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KL0422'IN EDWARDS.
 KL0422'AT EDWARDS, EAGLE COUNTY, ON THE DENVER AND RIO GRANDE WESTERN
 KL0422'RAILROAD, 156 FEET WEST OF THE STATION, AT BRIDGE 312.17, IN THE TOP
 KL0422'OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT.  A STANDARD DISK,
 KL0422'STAMPED B 47 1934 RESET 1955.  NOTE-- IS 32 FEET EAST-NORTHEAST OF THE
 KL0422'CENTERLINE OF THE ROAD AND 8.5 FEET HIGHER.  150 FEET NORTHEAST OF THE
 KL0422'SOUTHEAST CORNER OF A LIGHT COLORED BARN AND 13.8 FEET HIGHER. AND 95
 KL0422'FEET NORTH-NORTHWEST TO INTERSECTING CENTERLINES OF THE RAILROAD
 KL0422'TRACKS AND ROAD CROSSING AND 1.9 FEET LOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0101 ***********************************************************************
 LN0101  DESIGNATION -  B 48
 LN0101  PID         -  LN0101
 LN0101  STATE/COUNTY-  CO/MOFFAT
 LN0101  USGS QUAD   -  MELLEN HILL (1962)
 LN0101
 LN0101                         *CURRENT SURVEY CONTROL
 LN0101  ___________________________________________________________________
 LN0101* NAD 83(1986)-  40 14 33.     (N)    108 58 04.     (W)     SCALED    
 LN0101* NAVD 88     -      1817.605  (meters)    5963.26   (feet)  POSTED    
 LN0101  ___________________________________________________________________
 LN0101  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 LN0101  DYNAMIC HT  -        1815.930 (meters)    5957.76  (feet)  COMP
 LN0101  MODELED GRAV-     979,640.9   (mgal)                       NAVD 88
 LN0101
 LN0101  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LN0101
 LN0101.The horizontal coordinates were scaled from a topographic map and have
 LN0101.an estimated accuracy of +/- 6 seconds.
 LN0101
 LN0101.The orthometric height was determined by differential leveling
 LN0101.and adjusted by the National Geodetic Survey in 1992..
 LN0101.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LN0101.rate of 0.0 thru 1.0 mm/km.
 LN0101
 LN0101.The geoid height was determined by GEOID03.
 LN0101
 LN0101.The dynamic height is computed by dividing the NAVD 88
 LN0101.geopotential number by the normal gravity value computed on the
 LN0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0101.degrees latitude (g = 980.6199 gals.).
 LN0101
 LN0101.The modeled gravity was interpolated from observed gravity values.
 LN0101
 LN0101;                    North         East    Units  Estimated Accuracy
 LN0101;SPC CO N     -   411,520.      619,410.      MT  (+/- 180 meters Scaled)
 LN0101
 LN0101                          SUPERSEDED SURVEY CONTROL
 LN0101
 LN0101  NGVD 29 (??/??/92) 1816.374  (m)         5959.22   (f) ADJ UNCH    1 2
 LN0101
 LN0101.Superseded values are not recommended for survey control.
 LN0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0101.See file dsdata.txt to determine how the superseded data were derived.
 LN0101
 LN0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK728566(NAD 83)
 LN0101_MARKER: DB = BENCH MARK DISK
 LN0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0101_STAMPING: B 48 1934
 LN0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0101+STABILITY: SURFACE MOTION
 LN0101
 LN0101  HISTORY     - Date     Condition        Report By
 LN0101  HISTORY     - 1934     MONUMENTED       CGS
 LN0101
 LN0101                          STATION DESCRIPTION
 LN0101
 LN0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0101'18.3 MI W FROM MASSADONA.
 LN0101'18.3 MILES WEST ALONG U. S. HIGHWAY 40 FROM MASSADONA, MOFFAT COUNTY,
 LN0101'149.5 FEET NORTHEAST OF TELEPHONE POLE 10444, AND 43.5 FEET SOUTH OF
 LN0101'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED B 48 1934 AND
 LN0101'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0271 ***********************************************************************
 JK0271  DESIGNATION -  B 52
 JK0271  PID         -  JK0271
 JK0271  STATE/COUNTY-  CO/EL PASO
 JK0271  USGS QUAD   -  FALCON (1975)
 JK0271
 JK0271                         *CURRENT SURVEY CONTROL
 JK0271  ___________________________________________________________________
 JK0271* NAD 83(1986)-  38 58 42.     (N)    104 34 14.     (W)     SCALED    
 JK0271* NAVD 88     -      2127.085  (meters)    6978.61   (feet)  ADJUSTED  
 JK0271  ___________________________________________________________________
 JK0271  GEOID HEIGHT-         -17.76  (meters)                     GEOID03
 JK0271  DYNAMIC HT  -        2124.719 (meters)    6970.85  (feet)  COMP
 JK0271  MODELED GRAV-     979,439.2   (mgal)                       NAVD 88
 JK0271
 JK0271  VERT ORDER  -  SECOND    CLASS 0
 JK0271
 JK0271.The horizontal coordinates were scaled from a topographic map and have
 JK0271.an estimated accuracy of +/- 6 seconds.
 JK0271
 JK0271.The orthometric height was determined by differential leveling
 JK0271.and adjusted by the National Geodetic Survey in June 1991..
 JK0271
 JK0271.The geoid height was determined by GEOID03.
 JK0271
 JK0271.The dynamic height is computed by dividing the NAVD 88
 JK0271.geopotential number by the normal gravity value computed on the
 JK0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0271.degrees latitude (g = 980.6199 gals.).
 JK0271
 JK0271.The modeled gravity was interpolated from observed gravity values.
 JK0271
 JK0271;                    North         East    Units  Estimated Accuracy
 JK0271;SPC CO C     -   432,320.      994,930.      MT  (+/- 180 meters Scaled)
 JK0271
 JK0271                          SUPERSEDED SURVEY CONTROL
 JK0271
 JK0271  NGVD 29 (??/??/92) 2125.924  (m)         6974.80   (f) ADJ UNCH    2 0
 JK0271
 JK0271.Superseded values are not recommended for survey control.
 JK0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0271.See file dsdata.txt to determine how the superseded data were derived.
 JK0271
 JK0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED371144(NAD 83)
 JK0271_MARKER: DB = BENCH MARK DISK
 JK0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0271_STAMPING: B 52 1934
 JK0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0271+STABILITY: SURFACE MOTION
 JK0271
 JK0271  HISTORY     - Date     Condition        Report By
 JK0271  HISTORY     - 1934     MONUMENTED       CGS
 JK0271  HISTORY     - 19960808 MARK NOT FOUND   USPSQD
 JK0271
 JK0271                          STATION DESCRIPTION
 JK0271
 JK0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JK0271'4.1 MI N FROM FALCON.
 JK0271'4.1 MILES NORTH ALONG THE COLORADO AND SOUTHERN RAILWAY FROM FALCON
 JK0271'EL PASO COUNTY, 24 FEET WEST OF MILEPOST 70, 126 FEET NORTHWEST OF
 JK0271'BRIDGE 70.01, 35 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 47
 JK0271'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 157. A STANDARD DISK,
 JK0271'STAMPED B 52 1934 AND SET IN THE TOP OF A CONCRETE POST
 JK0271'OF A CONCRETE POST.
 JK0271
 JK0271                          STATION RECOVERY (1996)
 JK0271
 JK0271'RECOVERY NOTE BY US POWER SQUADRON 1996
 JK0271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0154 ***********************************************************************
 KK0154  DESIGNATION -  B 53
 KK0154  PID         -  KK0154
 KK0154  STATE/COUNTY-  CO/ELBERT
 KK0154  USGS QUAD   -  KIOWA (1994)
 KK0154
 KK0154                         *CURRENT SURVEY CONTROL
 KK0154  ___________________________________________________________________
 KK0154* NAD 83(1986)-  39 20 18.     (N)    104 25 51.     (W)     SCALED    
 KK0154* NAVD 88     -      2013.776  (meters)    6606.86   (feet)  POSTED    
 KK0154  ___________________________________________________________________
 KK0154  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 KK0154  DYNAMIC HT  -        2011.710 (meters)    6600.09  (feet)  COMP
 KK0154  MODELED GRAV-     979,527.1   (mgal)                       NAVD 88
 KK0154
 KK0154  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0154
 KK0154.The horizontal coordinates were scaled from a topographic map and have
 KK0154.an estimated accuracy of +/- 6 seconds.
 KK0154
 KK0154.The orthometric height was determined by differential leveling
 KK0154.and adjusted by the National Geodetic Survey in 1992..
 KK0154.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0154.rate of 0.0 thru 1.0 mm/km.
 KK0154
 KK0154.The geoid height was determined by GEOID03.
 KK0154
 KK0154.The dynamic height is computed by dividing the NAVD 88
 KK0154.geopotential number by the normal gravity value computed on the
 KK0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0154.degrees latitude (g = 980.6199 gals.).
 KK0154
 KK0154.The modeled gravity was interpolated from observed gravity values.
 KK0154
 KK0154;                    North         East    Units  Estimated Accuracy
 KK0154;SPC CO C     -   472,410.    1,006,570.      MT  (+/- 180 meters Scaled)
 KK0154
 KK0154                          SUPERSEDED SURVEY CONTROL
 KK0154
 KK0154  NGVD 29 (??/??/92) 2012.807  (m)         6603.68   (f) ADJ UNCH    2 0
 KK0154
 KK0154.Superseded values are not recommended for survey control.
 KK0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0154.See file dsdata.txt to determine how the superseded data were derived.
 KK0154
 KK0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED490544(NAD 83)
 KK0154_MARKER: DB = BENCH MARK DISK
 KK0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0154_STAMPING: B 53 1934
 KK0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0154+STABILITY: SURFACE MOTION
 KK0154
 KK0154  HISTORY     - Date     Condition        Report By
 KK0154  HISTORY     - 1934     MONUMENTED       CGS
 KK0154  HISTORY     - 1970     GOOD             USGS
 KK0154
 KK0154                          STATION DESCRIPTION
 KK0154
 KK0154'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KK0154'2 MI E FROM KIOWA.
 KK0154'NEW DESCRIPTION-- 2.0 MILES EAST ALONG STATE HWY. 86 FROM THE
 KK0154'COURTHOUSE AT KIOWA, ELBERT COUNTY, ABOUT 85 FEET EAST OF THE TOP
 KK0154'OF A RISE, 400 FEET WEST OF A CULVERT, 58 FEET NORTH OF THE
 KK0154'CENTERLINE OF THE HIGHWAY, AND 1 FOOT SOUTH OF THE ROW FENCE.  A
 KK0154'STANDARD DISK STAMPED B 53 1934, AND SET IN THE TOP OF A CONCRETE
 KK0154'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0250 ***********************************************************************
 KK0250  DESIGNATION -  B 54
 KK0250  PID         -  KK0250
 KK0250  STATE/COUNTY-  CO/DOUGLAS
 KK0250  USGS QUAD   -  PONDEROSA PARK (1994)
 KK0250
 KK0250                         *CURRENT SURVEY CONTROL
 KK0250  ___________________________________________________________________
 KK0250* NAD 83(1986)-  39 27 05.     (N)    104 40 53.     (W)     SCALED    
 KK0250* NAVD 88     -      2004.227  (meters)    6575.53   (feet)  POSTED    
 KK0250  ___________________________________________________________________
 KK0250  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 KK0250  DYNAMIC HT  -        2002.170 (meters)    6568.79  (feet)  COMP
 KK0250  MODELED GRAV-     979,528.8   (mgal)                       NAVD 88
 KK0250
 KK0250  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0250
 KK0250.The horizontal coordinates were scaled from a topographic map and have
 KK0250.an estimated accuracy of +/- 6 seconds.
 KK0250
 KK0250.The orthometric height was determined by differential leveling
 KK0250.and adjusted by the National Geodetic Survey in 1992..
 KK0250.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0250.rate of 1.1 thru 2.0 mm/km.
 KK0250
 KK0250.The geoid height was determined by GEOID03.
 KK0250
 KK0250.The dynamic height is computed by dividing the NAVD 88
 KK0250.geopotential number by the normal gravity value computed on the
 KK0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0250.degrees latitude (g = 980.6199 gals.).
 KK0250
 KK0250.The modeled gravity was interpolated from observed gravity values.
 KK0250
 KK0250;                    North         East    Units  Estimated Accuracy
 KK0250;SPC CO C     -   484,740.      984,860.      MT  (+/- 180 meters Scaled)
 KK0250
 KK0250                          SUPERSEDED SURVEY CONTROL
 KK0250
 KK0250  NGVD 29 (??/??/92) 2003.240  (m)         6572.30   (f) ADJ UNCH    2 0
 KK0250
 KK0250.Superseded values are not recommended for survey control.
 KK0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0250.See file dsdata.txt to determine how the superseded data were derived.
 KK0250
 KK0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED274669(NAD 83)
 KK0250_MARKER: DB = BENCH MARK DISK
 KK0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0250_STAMPING: B 54 1934
 KK0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0250+STABILITY: SURFACE MOTION
 KK0250
 KK0250  HISTORY     - Date     Condition        Report By
 KK0250  HISTORY     - 1934     MONUMENTED       CGS
 KK0250
 KK0250                          STATION DESCRIPTION
 KK0250
 KK0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0250'6.8 MI S FROM PARKER.
 KK0250'6.8 MILES SOUTH ALONG THE COLORADO AND SOUTHERN RAILWAY FROM
 KK0250'PARKER, DOUGLAS COUNTY, 500 YARDS SOUTH OF MILEPOST 30, 500 YARDS
 KK0250'WEST OF THE ED JOHNSON RANCH HOUSE, 50 FEET NORTHEAST OF THE
 KK0250'CENTERLINE OF THE TRACK, 75 FEET WEST OF THE CENTERLINE OF A ROAD,
 KK0250'AND 10 FEET SOUTH OF A POLE.  A STANDARD DISK, STAMPED B 54 1934
 KK0250'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0049 ***********************************************************************
 KK0049  DESIGNATION -  B 55
 KK0049  PID         -  KK0049
 KK0049  STATE/COUNTY-  CO/ADAMS
 KK0049  USGS QUAD   -  BENNETT (1975)
 KK0049
 KK0049                         *CURRENT SURVEY CONTROL
 KK0049  ___________________________________________________________________
 KK0049* NAD 83(1986)-  39 50 22.     (N)    104 24 49.     (W)     SCALED    
 KK0049* NAVD 88     -      1612.329  (meters)    5289.78   (feet)  ADJUSTED  
 KK0049  ___________________________________________________________________
 KK0049  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 KK0049  DYNAMIC HT  -        1610.852 (meters)    5284.94  (feet)  COMP
 KK0049  MODELED GRAV-     979,653.3   (mgal)                       NAVD 88
 KK0049
 KK0049  VERT ORDER  -  SECOND    CLASS 0
 KK0049
 KK0049.The horizontal coordinates were scaled from a topographic map and have
 KK0049.an estimated accuracy of +/- 6 seconds.
 KK0049
 KK0049.The orthometric height was determined by differential leveling
 KK0049.and adjusted by the National Geodetic Survey in June 1991..
 KK0049
 KK0049.The geoid height was determined by GEOID03.
 KK0049
 KK0049.The dynamic height is computed by dividing the NAVD 88
 KK0049.geopotential number by the normal gravity value computed on the
 KK0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0049.degrees latitude (g = 980.6199 gals.).
 KK0049
 KK0049.The modeled gravity was interpolated from observed gravity values.
 KK0049
 KK0049;                    North         East    Units  Estimated Accuracy
 KK0049;SPC CO N     -   361,560.    1,007,390.      MT  (+/- 180 meters Scaled)
 KK0049
 KK0049                          SUPERSEDED SURVEY CONTROL
 KK0049
 KK0049  NGVD 29 (??/??/92) 1611.450  (m)         5286.90   (f) ADJ UNCH    2 0
 KK0049
 KK0049.Superseded values are not recommended for survey control.
 KK0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0049.See file dsdata.txt to determine how the superseded data were derived.
 KK0049
 KK0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE501101(NAD 83)
 KK0049_MARKER: DB = BENCH MARK DISK
 KK0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0049_STAMPING: B 55 1934
 KK0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0049+STABILITY: SURFACE MOTION
 KK0049
 KK0049  HISTORY     - Date     Condition        Report By
 KK0049  HISTORY     - 1934     MONUMENTED       CGS
 KK0049
 KK0049                          STATION DESCRIPTION
 KK0049
 KK0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0049'6.2 MI N FROM BENNETT.
 KK0049'6.2 MILES NORTH ALONG STATE HIGHWAY 79 FROM BENNETT, ADAMS
 KK0049'COUNTY, 150 YARDS SOUTHWEST OF A RANCH HOUSE, 40 FEET SOUTHEAST
 KK0049'OF THE CENTER OF A ROAD CROSSING, 24 FEET EAST OF THE CENTERLINE
 KK0049'OF THE HIGHWAY, AND 4 FEET WEST OF A FENCE CORNER.  A STANDARD
 KK0049'DISK STAMPED B 55 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0105 ***********************************************************************
 KK0105  DESIGNATION -  B 57
 KK0105  PID         -  KK0105
 KK0105  STATE/COUNTY-  CO/ARAPAHOE
 KK0105  USGS QUAD   -  BYERS (1978)
 KK0105
 KK0105                         *CURRENT SURVEY CONTROL
 KK0105  ___________________________________________________________________
 KK0105* NAD 83(1986)-  39 42 37.     (N)    104 09 11.     (W)     SCALED    
 KK0105* NAVD 88     -      1575.941  (meters)    5170.40   (feet)  ADJUSTED  
 KK0105  ___________________________________________________________________
 KK0105  GEOID HEIGHT-         -18.67  (meters)                     GEOID03
 KK0105  DYNAMIC HT  -        1574.511 (meters)    5165.71  (feet)  COMP
 KK0105  MODELED GRAV-     979,663.4   (mgal)                       NAVD 88
 KK0105
 KK0105  VERT ORDER  -  SECOND    CLASS 0
 KK0105
 KK0105.The horizontal coordinates were scaled from a topographic map and have
 KK0105.an estimated accuracy of +/- 6 seconds.
 KK0105
 KK0105.The orthometric height was determined by differential leveling
 KK0105.and adjusted by the National Geodetic Survey in June 1991..
 KK0105
 KK0105.The geoid height was determined by GEOID03.
 KK0105
 KK0105.The dynamic height is computed by dividing the NAVD 88
 KK0105.geopotential number by the normal gravity value computed on the
 KK0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0105.degrees latitude (g = 980.6199 gals.).
 KK0105
 KK0105.The modeled gravity was interpolated from observed gravity values.
 KK0105
 KK0105;                    North         East    Units  Estimated Accuracy
 KK0105;SPC CO C     -   514,020.    1,029,900.      MT  (+/- 180 meters Scaled)
 KK0105
 KK0105                          SUPERSEDED SURVEY CONTROL
 KK0105
 KK0105  NGVD 29 (??/??/92) 1575.115  (m)         5167.69   (f) ADJ UNCH    2 0
 KK0105
 KK0105.Superseded values are not recommended for survey control.
 KK0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0105.See file dsdata.txt to determine how the superseded data were derived.
 KK0105
 KK0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED726959(NAD 83)
 KK0105_MARKER: DB = BENCH MARK DISK
 KK0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0105_STAMPING: B 57 1935
 KK0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0105+STABILITY: SURFACE MOTION
 KK0105
 KK0105  HISTORY     - Date     Condition        Report By
 KK0105  HISTORY     - 1935     MONUMENTED       CGS
 KK0105  HISTORY     - 1954     GOOD             NGS
 KK0105
 KK0105                          STATION DESCRIPTION
 KK0105
 KK0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0105'4 MI E FROM BYERS.
 KK0105'0.5 MILE SOUTHEAST ALONG U.S. HIGHWAYS 40 AND 287 FROM THE UNION
 KK0105'PACIFIC RAILROAD STATION AT BYERS, THENCE 3.5 MILES EAST ALONG A
 KK0105'GRAVELED ROAD, 51 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 21.5
 KK0105'FEET SOUTH OF A FENCE CORNER, 20 FEET SOUTH OF A POWER POLE,
 KK0105'1.5 FEET WEST OF A FENCE, 1 FOOT NORTH OF A WITNESS POST, SET IN THE
 KK0105'TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0174 ***********************************************************************
 LK0174  DESIGNATION -  B 59
 LK0174  PID         -  LK0174
 LK0174  STATE/COUNTY-  CO/PHILLIPS
 LK0174  USGS QUAD   -  ROCKLAND (1972)
 LK0174
 LK0174                         *CURRENT SURVEY CONTROL
 LK0174  ___________________________________________________________________
 LK0174* NAD 83(1986)-  40 35 55.     (N)    102 37 38.     (W)     SCALED    
 LK0174* NAVD 88     -      1237.179  (meters)    4058.98   (feet)  ADJUSTED  
 LK0174  ___________________________________________________________________
 LK0174  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 LK0174  DYNAMIC HT  -        1236.271 (meters)    4056.00  (feet)  COMP
 LK0174  MODELED GRAV-     979,847.0   (mgal)                       NAVD 88
 LK0174
 LK0174  VERT ORDER  -  SECOND    CLASS 0
 LK0174
 LK0174.The horizontal coordinates were scaled from a topographic map and have
 LK0174.an estimated accuracy of +/- 6 seconds.
 LK0174
 LK0174.The orthometric height was determined by differential leveling
 LK0174.and adjusted by the National Geodetic Survey in June 1991..
 LK0174
 LK0174.The geoid height was determined by GEOID03.
 LK0174
 LK0174.The dynamic height is computed by dividing the NAVD 88
 LK0174.geopotential number by the normal gravity value computed on the
 LK0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0174.degrees latitude (g = 980.6199 gals.).
 LK0174
 LK0174.The modeled gravity was interpolated from observed gravity values.
 LK0174
 LK0174;                    North         East    Units  Estimated Accuracy
 LK0174;SPC CO N     -   449,230.    1,157,520.      MT  (+/- 180 meters Scaled)
 LK0174
 LK0174                          SUPERSEDED SURVEY CONTROL
 LK0174
 LK0174  NGVD 29 (??/??/92) 1236.653  (m)         4057.25   (f) ADJ UNCH    2 0
 LK0174
 LK0174.Superseded values are not recommended for survey control.
 LK0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0174.See file dsdata.txt to determine how the superseded data were derived.
 LK0174
 LK0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE007969(NAD 83)
 LK0174_MARKER: DB = BENCH MARK DISK
 LK0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0174_STAMPING: B 59 1935
 LK0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0174+STABILITY: SURFACE MOTION
 LK0174
 LK0174  HISTORY     - Date     Condition        Report By
 LK0174  HISTORY     - 1935     MONUMENTED       CGS
 LK0174  HISTORY     - 1942     GOOD             NGS
 LK0174
 LK0174                          STATION DESCRIPTION
 LK0174
 LK0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LK0174'3.4 MI S FROM HAXTUN.
 LK0174'3.4 MILES SOUTH ALONG STATE HIGHWAY 59 FROM THE CITY PARK AT
 LK0174'HAXTUN, PHILLIPS COUNTY, 105 FEET SOUTH OF THE FRONT ENTRANCE TO A
 LK0174'SMALL SCHOOLHOUSE, AT A ROAD INTERSECTION, 65 FEET WEST OF THE
 LK0174'CENTERLINE OF THE HIGHWAY, 33 FEET NORTH OF THE CENTERLINE OF THE
 LK0174'ROAD, 35 FEET WEST OF A FENCE CORNER, AND 1-1/2 FEET NORTH OF THE
 LK0174'FENCE.  A STANDARD DISK, STAMPED B 59 1935 AND SET IN THE TOP OF A
 LK0174'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0590 ***********************************************************************
 JK0590  DESIGNATION -  B 6
 JK0590  PID         -  JK0590
 JK0590  STATE/COUNTY-  CO/FREMONT
 JK0590  USGS QUAD   -  HOWARD (1994)
 JK0590
 JK0590                         *CURRENT SURVEY CONTROL
 JK0590  ___________________________________________________________________
 JK0590* NAD 83(1986)-  38 24 56.     (N)    105 47 24.     (W)     SCALED    
 JK0590* NAVD 88     -      2013.884  (meters)    6607.22   (feet)  ADJUSTED  
 JK0590  ___________________________________________________________________
 JK0590  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 JK0590  DYNAMIC HT  -        2011.477 (meters)    6599.32  (feet)  COMP
 JK0590  MODELED GRAV-     979,362.2   (mgal)                       NAVD 88
 JK0590
 JK0590  VERT ORDER  -  FIRST     CLASS II
 JK0590
 JK0590.The horizontal coordinates were scaled from a topographic map and have
 JK0590.an estimated accuracy of +/- 6 seconds.
 JK0590
 JK0590.The orthometric height was determined by differential leveling
 JK0590.and adjusted by the National Geodetic Survey in June 1991..
 JK0590
 JK0590.The geoid height was determined by GEOID03.
 JK0590
 JK0590.The dynamic height is computed by dividing the NAVD 88
 JK0590.geopotential number by the normal gravity value computed on the
 JK0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0590.degrees latitude (g = 980.6199 gals.).
 JK0590
 JK0590.The modeled gravity was interpolated from observed gravity values.
 JK0590
 JK0590;                    North         East    Units  Estimated Accuracy
 JK0590;SPC CO C     -   369,470.      889,080.      MT  (+/- 180 meters Scaled)
 JK0590
 JK0590                          SUPERSEDED SURVEY CONTROL
 JK0590
 JK0590  NGVD 29 (??/??/92) 2012.541  (m)         6602.81   (f) ADJ UNCH    1 2
 JK0590
 JK0590.Superseded values are not recommended for survey control.
 JK0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0590.See file dsdata.txt to determine how the superseded data were derived.
 JK0590
 JK0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC310522(NAD 83)
 JK0590_MARKER: DB = BENCH MARK DISK
 JK0590_SETTING: 80 = SET IN A BOULDER
 JK0590_SP_SET: BOULDER
 JK0590_STAMPING: B 6 1925 6602.894
 JK0590_MARK LOGO: CGS   
 JK0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0590+STABILITY: SURFACE MOTION
 JK0590
 JK0590  HISTORY     - Date     Condition        Report By
 JK0590  HISTORY     - 1925     MONUMENTED       CGS
 JK0590  HISTORY     - 1953     GOOD             NGS
 JK0590  HISTORY     - 1979     GOOD             USGS
 JK0590  HISTORY     - 1984     GOOD             NGS
 JK0590
 JK0590                          STATION DESCRIPTION
 JK0590
 JK0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0590'3.6 MI SE FROM HOWARD.
 JK0590'3.6 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0590'RAILROAD FROM THE STATION AT HOWARD, 0.2 MILE SOUTHEAST OF MILEPOST
 JK0590'200, 56.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 80 FEET NORTHWEST
 JK0590'OF THE NORTHWEST END OF A STONE CULVERT, 82 FEET SOUTHWEST OF A
 JK0590'FENCE, 7.5 FEET SOUTHWEST OF A 6 INCH PINE TREE, 5 FEET ABOVE THE
 JK0590'GROUND, SET IN THE TOP OF THE NORTHEAST END OF A 6X9 FOOT GRANITE
 JK0590'BOULDER.
 JK0590
 JK0590                          STATION RECOVERY (1979)
 JK0590
 JK0590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JK0590'3.6 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0590'FROM HOWARD, 0.2 MILES SOUTHEAST OF MILEPOST 200, 56.5 FEET NORTHEAST
 JK0590'OF THE NORTHEAST RAIL, 80 FEET NORTHWEST OF THE NORTHWEST END OF A
 JK0590'STONE CULVERT, 82 FEET SOUTHWEST OF A FENCE, 7.5 FEET SOUTHWEST OF A
 JK0590'6 INCH PINE TREE, 5 FEET ABOVE THE GROUND, SET IN THE TOP OF THE
 JK0590'NORTHEAST END OF A 6 X 9 FOOT GRANITE BOULDER.
 JK0590
 JK0590                          STATION RECOVERY (1984)
 JK0590
 JK0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0590'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  15.7 KM (9.75
 JK0590'MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH U.S.
 JK0590'HIGHWAY 285 IN PONCHA SPRINGS, THENCE 0.3 KM (0.2 MI) EAST ALONG A
 JK0590'DIRT ROAD, THENCE 15.1 KM (9.4 MI) EASTERLY ALONG THE DENVER AND RIO
 JK0590'GRANDE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0092 ***********************************************************************
 LK0092  DESIGNATION -  B 60
 LK0092  PID         -  LK0092
 LK0092  STATE/COUNTY-  CO/YUMA
 LK0092  USGS QUAD   -  ECKLEY (1980)
 LK0092
 LK0092                         *CURRENT SURVEY CONTROL
 LK0092  ___________________________________________________________________
 LK0092* NAD 83(1986)-  40 06 34.     (N)    102 27 13.     (W)     SCALED    
 LK0092* NAVD 88     -      1165.944  (meters)    3825.27   (feet)  ADJUSTED  
 LK0092  ___________________________________________________________________
 LK0092  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 LK0092  DYNAMIC HT  -        1165.045 (meters)    3822.32  (feet)  COMP
 LK0092  MODELED GRAV-     979,814.1   (mgal)                       NAVD 88
 LK0092
 LK0092  VERT ORDER  -  SECOND    CLASS 0
 LK0092
 LK0092.The horizontal coordinates were scaled from a topographic map and have
 LK0092.an estimated accuracy of +/- 6 seconds.
 LK0092
 LK0092.The orthometric height was determined by differential leveling
 LK0092.and adjusted by the National Geodetic Survey in June 1991..
 LK0092
 LK0092.The geoid height was determined by GEOID03.
 LK0092
 LK0092.The dynamic height is computed by dividing the NAVD 88
 LK0092.geopotential number by the normal gravity value computed on the
 LK0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0092.degrees latitude (g = 980.6199 gals.).
 LK0092
 LK0092.The modeled gravity was interpolated from observed gravity values.
 LK0092
 LK0092;                    North         East    Units  Estimated Accuracy
 LK0092;SPC CO N     -   395,430.    1,174,070.      MT  (+/- 180 meters Scaled)
 LK0092
 LK0092                          SUPERSEDED SURVEY CONTROL
 LK0092
 LK0092  NGVD 29 (??/??/92) 1165.434  (m)         3823.59   (f) ADJ UNCH    2 0
 LK0092
 LK0092.Superseded values are not recommended for survey control.
 LK0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0092.See file dsdata.txt to determine how the superseded data were derived.
 LK0092
 LK0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE170430(NAD 83)
 LK0092_MARKER: DB = BENCH MARK DISK
 LK0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0092_STAMPING: B 60 1935
 LK0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0092+STABILITY: SURFACE MOTION
 LK0092
 LK0092  HISTORY     - Date     Condition        Report By
 LK0092  HISTORY     - 1935     MONUMENTED       CGS
 LK0092
 LK0092                          STATION DESCRIPTION
 LK0092
 LK0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LK0092'2 MI E FROM ECKLEY.
 LK0092'2.0 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LK0092'FROM THE STATION AT ECKLEY, YUMA COUNTY, 0.4 MILE WEST OF CURVE TO
 LK0092'THE NORTHEAST, NEAR POLE 390+12, AT A ROAD CROSSING, 60 FEET EAST
 LK0092'OF THE FARM ROAD, 5 FEET SOUTH OF A LINE OF POLES, AND 1.5 FEET
 LK0092'NORTH OF A SOUTH BOUNDARY-LINE FENCE.  A STANDARD DISK, STAMPED B
 LK0092'60 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0242 ***********************************************************************
 LK0242  DESIGNATION -  B 61
 LK0242  PID         -  LK0242
 LK0242  STATE/COUNTY-  CO/WASHINGTON
 LK0242  USGS QUAD   -  PINNEO (1984)
 LK0242
 LK0242                         *CURRENT SURVEY CONTROL
 LK0242  ___________________________________________________________________
 LK0242* NAD 83(1986)-  40 11 01.     (N)    103 23 50.     (W)     SCALED    
 LK0242* NAVD 88     -      1345.182  (meters)    4413.32   (feet)  ADJUSTED  
 LK0242  ___________________________________________________________________
 LK0242  GEOID HEIGHT-         -19.95  (meters)                     GEOID03
 LK0242  DYNAMIC HT  -        1344.094 (meters)    4409.75  (feet)  COMP
 LK0242  MODELED GRAV-     979,769.1   (mgal)                       NAVD 88
 LK0242
 LK0242  VERT ORDER  -  SECOND    CLASS 0
 LK0242
 LK0242.The horizontal coordinates were scaled from a topographic map and have
 LK0242.an estimated accuracy of +/- 6 seconds.
 LK0242
 LK0242.The orthometric height was determined by differential leveling
 LK0242.and adjusted by the National Geodetic Survey in June 1991..
 LK0242
 LK0242.The geoid height was determined by GEOID03.
 LK0242
 LK0242.The dynamic height is computed by dividing the NAVD 88
 LK0242.geopotential number by the normal gravity value computed on the
 LK0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0242.degrees latitude (g = 980.6199 gals.).
 LK0242
 LK0242.The modeled gravity was interpolated from observed gravity values.
 LK0242
 LK0242;                    North         East    Units  Estimated Accuracy
 LK0242;SPC CO N     -   401,330.    1,093,460.      MT  (+/- 180 meters Scaled)
 LK0242
 LK0242                          SUPERSEDED SURVEY CONTROL
 LK0242
 LK0242  NGVD 29 (??/??/92) 1344.530  (m)         4411.18   (f) ADJ UNCH    2 0
 LK0242
 LK0242.Superseded values are not recommended for survey control.
 LK0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0242.See file dsdata.txt to determine how the superseded data were derived.
 LK0242
 LK0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE364493(NAD 83)
 LK0242_MARKER: DB = BENCH MARK DISK
 LK0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0242_STAMPING: B 61 1935
 LK0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0242+STABILITY: SURFACE MOTION
 LK0242
 LK0242  HISTORY     - Date     Condition        Report By
 LK0242  HISTORY     - 1935     MONUMENTED       CGS
 LK0242
 LK0242                          STATION DESCRIPTION
 LK0242
 LK0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LK0242'10.2 MI W FROM AKRON.
 LK0242'10.2 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LK0242'FROM THE STATION AT AKRON, WASHINGTON COUNTY, 120 FEET NORTHWEST OF
 LK0242'MILEPOST 441, 90 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 2
 LK0242'FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED B 61 1935 AND SET
 LK0242'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0117 ***********************************************************************
 LL0117  DESIGNATION -  B 62
 LL0117  PID         -  LL0117
 LL0117  STATE/COUNTY-  CO/WELD
 LL0117  USGS QUAD   -  SOUTH ROGGEN (1950)
 LL0117
 LL0117                         *CURRENT SURVEY CONTROL
 LL0117  ___________________________________________________________________
 LL0117* NAD 83(1986)-  40 04 23.     (N)    104 20 18.     (W)     SCALED    
 LL0117* NAVD 88     -      1482.591  (meters)    4864.13   (feet)  ADJUSTED  
 LL0117  ___________________________________________________________________
 LL0117  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 LL0117  DYNAMIC HT  -        1481.306 (meters)    4859.92  (feet)  COMP
 LL0117  MODELED GRAV-     979,707.2   (mgal)                       NAVD 88
 LL0117
 LL0117  VERT ORDER  -  SECOND    CLASS 0
 LL0117
 LL0117.The horizontal coordinates were scaled from a topographic map and have
 LL0117.an estimated accuracy of +/- 6 seconds.
 LL0117
 LL0117.The orthometric height was determined by differential leveling
 LL0117.and adjusted by the National Geodetic Survey in June 1991..
 LL0117.WARNING-Repeat measurements at this control monument indicate possible
 LL0117.vertical movement.
 LL0117
 LL0117.The geoid height was determined by GEOID03.
 LL0117
 LL0117.The dynamic height is computed by dividing the NAVD 88
 LL0117.geopotential number by the normal gravity value computed on the
 LL0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0117.degrees latitude (g = 980.6199 gals.).
 LL0117
 LL0117.The modeled gravity was interpolated from observed gravity values.
 LL0117
 LL0117;                    North         East    Units  Estimated Accuracy
 LL0117;SPC CO N     -   387,580.    1,013,490.      MT  (+/- 180 meters Scaled)
 LL0117
 LL0117                          SUPERSEDED SURVEY CONTROL
 LL0117
 LL0117  NGVD 29 (??/??/92) 1481.763  (m)         4861.42   (f) ADJ UNCH    2 0
 LL0117
 LL0117.Superseded values are not recommended for survey control.
 LL0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0117.See file dsdata.txt to determine how the superseded data were derived.
 LL0117
 LL0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE564360(NAD 83)
 LL0117_MARKER: DB = BENCH MARK DISK
 LL0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0117_STAMPING: B 62 1934
 LL0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0117+STABILITY: SURFACE MOTION
 LL0117
 LL0117  HISTORY     - Date     Condition        Report By
 LL0117  HISTORY     - 1934     MONUMENTED       CGS
 LL0117  HISTORY     - 1952     GOOD             NGS
 LL0117  HISTORY     - 1979     MARK NOT FOUND   NGS
 LL0117
 LL0117                          STATION DESCRIPTION
 LL0117
 LL0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 LL0117'4 MI E FROM PROSPECT VALLEY.
 LL0117'3.95 MILES EAST ALONG STATE HIGHWAY 52 FROM ITS INTERSECTION WITH
 LL0117'STATE HIGHWAY 79 AT PROSPECT VALLEY, 39 FEET NORTH OF THE CENTER LINE
 LL0117'OF THE HIGHWAY, 33 FEET EAST OF THE CENTER LINE OF A DIRT ROAD
 LL0117'LEADING NORTH, 1 FOOT SOUTHWEST OF A WITNESS POST, SET IN THE TOP
 LL0117'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LL0117
 LL0117                          STATION RECOVERY (1979)
 LL0117
 LL0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LL0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0247 ***********************************************************************
 LK0247  DESIGNATION -  B 63 RESET
 LK0247  PID         -  LK0247
 LK0247  STATE/COUNTY-  CO/WASHINGTON
 LK0247  USGS QUAD   -  AKRON (1973)
 LK0247
 LK0247                         *CURRENT SURVEY CONTROL
 LK0247  ___________________________________________________________________
 LK0247* NAD 83(1986)-  40 11 55.     (N)    103 12 29.     (W)     SCALED    
 LK0247* NAVD 88     -      1420.88   (meters)    4661.7    (feet)  RESET     
 LK0247  ___________________________________________________________________
 LK0247  GEOID HEIGHT-         -20.20  (meters)                     GEOID03
 LK0247
 LK0247  VERT ORDER  -  THIRD
 LK0247
 LK0247.The horizontal coordinates were scaled from a topographic map and have
 LK0247.an estimated accuracy of +/- 6 seconds.
 LK0247
 LK0247.The orthometric height was computed from unverified reset data.
 LK0247.No vertical observational check was made to the station.
 LK0247
 LK0247.The geoid height was determined by GEOID03.
 LK0247
 LK0247;                    North         East    Units  Estimated Accuracy
 LK0247;SPC CO N     -   403,390.    1,109,520.      MT  (+/- 180 meters Scaled)
 LK0247
 LK0247                          SUPERSEDED SURVEY CONTROL
 LK0247
 LK0247  NGVD 29 (??/??/??) 1420.23   (m)         4659.5    (f) RESET       3  
 LK0247
 LK0247.Superseded values are not recommended for survey control.
 LK0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0247.See file dsdata.txt to determine how the superseded data were derived.
 LK0247
 LK0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE525513(NAD 83)
 LK0247_MARKER: DB = BENCH MARK DISK
 LK0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0247_STAMPING: B 63 RESET 1938
 LK0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0247+STABILITY: SURFACE MOTION
 LK0247
 LK0247  HISTORY     - Date     Condition        Report By
 LK0247  HISTORY     - 1938     MONUMENTED       CODH
 LK0247  HISTORY     - 1938     GOOD             NGS
 LK0247
 LK0247                          STATION DESCRIPTION
 LK0247
 LK0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 LK0247'3.1 MI N FROM AKRON.
 LK0247'3.1 MILES NORTH ALONG STATE HIGHWAY 63 FROM AKRON, WASHINGTON
 LK0247'COUNTY, 0.7 MILE SOUTH OF A LARGE RANCH HOUSE, 80 FEET EAST OF THE
 LK0247'CENTERLINE OF THE HIGHWAY, 40 FEET EAST OF A NORTH-AND-SOUTH FENCE AND
 LK0247'ON AN EAST-AND-WEST FENCE LINE.  A STANDARD DISK, STAMPED
 LK0247'B 63 RESET 1938 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS
 LK0247'BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED BY ENGINEERS
 LK0247'OF THE STATE HIGHWAY DEPARTMENT IN THE SPRING OF 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0316 ***********************************************************************
 HK0316  DESIGNATION -  B 65
 HK0316  PID         -  HK0316
 HK0316  STATE/COUNTY-  CO/CONEJOS
 HK0316  USGS QUAD   -  MANASSA NE (1979)
 HK0316
 HK0316                         *CURRENT SURVEY CONTROL
 HK0316  ___________________________________________________________________
 HK0316* NAD 83(1986)-  37 10 37.     (N)    105 49 55.     (W)     SCALED    
 HK0316* NAVD 88     -      2383.534  (meters)    7819.98   (feet)  ADJUSTED  
 HK0316  ___________________________________________________________________
 HK0316  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 HK0316  DYNAMIC HT  -        2380.368 (meters)    7809.59  (feet)  COMP
 HK0316  MODELED GRAV-     979,216.0   (mgal)                       NAVD 88
 HK0316
 HK0316  VERT ORDER  -  SECOND    CLASS 0
 HK0316
 HK0316.The horizontal coordinates were scaled from a topographic map and have
 HK0316.an estimated accuracy of +/- 6 seconds.
 HK0316
 HK0316.The orthometric height was determined by differential leveling
 HK0316.and adjusted by the National Geodetic Survey in June 1991..
 HK0316
 HK0316.The geoid height was determined by GEOID03.
 HK0316
 HK0316.The dynamic height is computed by dividing the NAVD 88
 HK0316.geopotential number by the normal gravity value computed on the
 HK0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0316.degrees latitude (g = 980.6199 gals.).
 HK0316
 HK0316.The modeled gravity was interpolated from observed gravity values.
 HK0316
 HK0316;                    North         East    Units  Estimated Accuracy
 HK0316;SPC CO S     -   361,490.      884,920.      MT  (+/- 180 meters Scaled)
 HK0316
 HK0316                          SUPERSEDED SURVEY CONTROL
 HK0316
 HK0316  NGVD 29 (??/??/92) 2382.311  (m)         7815.97   (f) ADJ UNCH    2 0
 HK0316
 HK0316.Superseded values are not recommended for survey control.
 HK0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0316.See file dsdata.txt to determine how the superseded data were derived.
 HK0316
 HK0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB261148(NAD 83)
 HK0316_MARKER: DB = BENCH MARK DISK
 HK0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0316_STAMPING: B 65 1934
 HK0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0316+STABILITY: SURFACE MOTION
 HK0316
 HK0316  HISTORY     - Date     Condition        Report By
 HK0316  HISTORY     - 1934     MONUMENTED       CGS
 HK0316  HISTORY     - 1967     GOOD             USGS
 HK0316
 HK0316                          STATION DESCRIPTION
 HK0316
 HK0316'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 HK0316'5.8 MI E FROM MANASSA.
 HK0316'5.8 MILES EAST OF THE POST OFFICE AT MANASSA, COLORADO, ON STATE
 HK0316'HWY.142, THENCE 0.12 MILE NORTH OF THE BLACK TOP TO A POINT 28 FT
 HK0316'SOUTH OF THE TRACE OF THE OLD ROAD. 870 FT WEST OF THE CURVE OF
 HK0316'THE OLD ROAD.  THE BM PROJECTS 1.4 FT ABOVE THE GROUND.  SET IN
 HK0316'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0241 ***********************************************************************
 HK0241  DESIGNATION -  B 66
 HK0241  PID         -  HK0241
 HK0241  STATE/COUNTY-  CO/LAS ANIMAS
 HK0241  USGS QUAD   -  EL VALLE CREEK (1994)
 HK0241
 HK0241                         *CURRENT SURVEY CONTROL
 HK0241  ___________________________________________________________________
 HK0241* NAD 83(1986)-  37 12 30.     (N)    105 08 20.     (W)     SCALED    
 HK0241* NAVD 88     -      3363.451  (meters)   11034.92   (feet)  ADJUSTED  
 HK0241  ___________________________________________________________________
 HK0241  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 HK0241  DYNAMIC HT  -        3358.325 (meters)   11018.10  (feet)  COMP
 HK0241  MODELED GRAV-     978,982.7   (mgal)                       NAVD 88
 HK0241
 HK0241  VERT ORDER  -  SECOND    CLASS 0
 HK0241
 HK0241.The horizontal coordinates were scaled from a topographic map and have
 HK0241.an estimated accuracy of +/- 6 seconds.
 HK0241
 HK0241.The orthometric height was determined by differential leveling
 HK0241.and adjusted by the National Geodetic Survey in June 1991..
 HK0241
 HK0241.The geoid height was determined by GEOID03.
 HK0241
 HK0241.The dynamic height is computed by dividing the NAVD 88
 HK0241.geopotential number by the normal gravity value computed on the
 HK0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0241.degrees latitude (g = 980.6199 gals.).
 HK0241
 HK0241.The modeled gravity was interpolated from observed gravity values.
 HK0241
 HK0241;                    North         East    Units  Estimated Accuracy
 HK0241;SPC CO S     -   364,980.      946,460.      MT  (+/- 180 meters Scaled)
 HK0241
 HK0241                          SUPERSEDED SURVEY CONTROL
 HK0241
 HK0241  NGVD 29 (??/??/92) 3361.731  (m)        11029.28   (f) ADJ UNCH    2 0
 HK0241
 HK0241.Superseded values are not recommended for survey control.
 HK0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0241.See file dsdata.txt to determine how the superseded data were derived.
 HK0241
 HK0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB876179(NAD 83)
 HK0241_MARKER: DB = BENCH MARK DISK
 HK0241_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HK0241_STAMPING: B 66 1934
 HK0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0241
 HK0241  HISTORY     - Date     Condition        Report By
 HK0241  HISTORY     - 1934     MONUMENTED       CGS
 HK0241
 HK0241                          STATION DESCRIPTION
 HK0241
 HK0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0241'17.4 MI E FROM CHAMA.
 HK0241'ABOUT 17.4 MI E ON WHISKEY PASS TRAIL FROM CHAMA, ABOUT 2.4 MI
 HK0241'EAST OF THE SUMMIT OF WHISKEY PASS, 2 FEET EAST OF THE TRAIL, SET
 HK0241'IN A LARGE LONE ROCK WHICH IS ON A STEEP SLOPE IN HEAVY TIMBER
 HK0241'ABOUT 100 YDS WEST OF A SPRING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0249 ***********************************************************************
 HK0249  DESIGNATION -  B 67
 HK0249  PID         -  HK0249
 HK0249  STATE/COUNTY-  CO/LAS ANIMAS
 HK0249  USGS QUAD   -  STONEWALL (1994)
 HK0249
 HK0249                         *CURRENT SURVEY CONTROL
 HK0249  ___________________________________________________________________
 HK0249* NAD 83(1986)-  37 09 09.     (N)    105 01 02.     (W)     SCALED    
 HK0249* NAVD 88     -      2360.223  (meters)    7743.50   (feet)  ADJUSTED  
 HK0249  ___________________________________________________________________
 HK0249  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 HK0249  DYNAMIC HT  -        2357.043 (meters)    7733.07  (feet)  COMP
 HK0249  MODELED GRAV-     979,198.6   (mgal)                       NAVD 88
 HK0249
 HK0249  VERT ORDER  -  SECOND    CLASS 0
 HK0249
 HK0249.The horizontal coordinates were scaled from a topographic map and have
 HK0249.an estimated accuracy of +/- 6 seconds.
 HK0249
 HK0249.The orthometric height was determined by differential leveling
 HK0249.and adjusted by the National Geodetic Survey in June 1991..
 HK0249
 HK0249.The geoid height was determined by GEOID03.
 HK0249
 HK0249.The dynamic height is computed by dividing the NAVD 88
 HK0249.geopotential number by the normal gravity value computed on the
 HK0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0249.degrees latitude (g = 980.6199 gals.).
 HK0249
 HK0249.The modeled gravity was interpolated from observed gravity values.
 HK0249
 HK0249;                    North         East    Units  Estimated Accuracy
 HK0249;SPC CO S     -   358,830.      957,290.      MT  (+/- 180 meters Scaled)
 HK0249
 HK0249                          SUPERSEDED SURVEY CONTROL
 HK0249
 HK0249  NGVD 29 (??/??/92) 2358.931  (m)         7739.26   (f) ADJ UNCH    2 0
 HK0249
 HK0249.Superseded values are not recommended for survey control.
 HK0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0249.See file dsdata.txt to determine how the superseded data were derived.
 HK0249
 HK0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB984117(NAD 83)
 HK0249_MARKER: DB = BENCH MARK DISK
 HK0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0249_STAMPING: B 67 1934
 HK0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0249+STABILITY: SURFACE MOTION
 HK0249
 HK0249  HISTORY     - Date     Condition        Report By
 HK0249  HISTORY     - 1934     MONUMENTED       CGS
 HK0249  HISTORY     - 20051018 MARK NOT FOUND   INDIV
 HK0249
 HK0249                          STATION DESCRIPTION
 HK0249
 HK0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0249'10 MI W FROM WESTON.
 HK0249'10.0 MI W OF WESTON ON ST HWY 12, ABOUT 1.3 MI EAST OF STONEWALL
 HK0249'CAMP, AT THE JUNCTION OF STATE HWYS 12 AND 111, AT THE NORTHWEST
 HK0249'CORNER OF THE INTERSECTION, 21 FEET N OF THE CENTERLINE OF
 HK0249'HWY 111,2 FEET WEST OF A FENCE CORNER, 40 YDS NW OF THE OFFICE
 HK0249'AT MURRAYS CAMPS.
 HK0249
 HK0249                          STATION RECOVERY (2005)
 HK0249
 HK0249'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (TW)
 HK0249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0069 ***********************************************************************
 HK0069  DESIGNATION -  B 68
 HK0069  PID         -  HK0069
 HK0069  STATE/COUNTY-  CO/LAS ANIMAS
 HK0069  USGS QUAD   -  TRINIDAD EAST (1971)
 HK0069
 HK0069                         *CURRENT SURVEY CONTROL
 HK0069  ___________________________________________________________________
 HK0069* NAD 83(1986)-  37 10 18.     (N)    104 22 50.     (W)     SCALED    
 HK0069* NAVD 88     -      1819.127  (meters)    5968.25   (feet)  ADJUSTED  
 HK0069  ___________________________________________________________________
 HK0069  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 HK0069  DYNAMIC HT  -        1816.915 (meters)    5961.00  (feet)  COMP
 HK0069  MODELED GRAV-     979,350.4   (mgal)                       NAVD 88
 HK0069
 HK0069  VERT ORDER  -  SECOND    CLASS 0
 HK0069
 HK0069.The horizontal coordinates were scaled from a topographic map and have
 HK0069.an estimated accuracy of +/- 6 seconds.
 HK0069
 HK0069.The orthometric height was determined by differential leveling
 HK0069.and adjusted by the National Geodetic Survey in June 1991..
 HK0069
 HK0069.The geoid height was determined by GEOID03.
 HK0069
 HK0069.The dynamic height is computed by dividing the NAVD 88
 HK0069.geopotential number by the normal gravity value computed on the
 HK0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0069.degrees latitude (g = 980.6199 gals.).
 HK0069
 HK0069.The modeled gravity was interpolated from observed gravity values.
 HK0069
 HK0069;                    North         East    Units  Estimated Accuracy
 HK0069;SPC CO S     -   361,440.    1,013,820.      MT  (+/- 180 meters Scaled)
 HK0069
 HK0069                          SUPERSEDED SURVEY CONTROL
 HK0069
 HK0069  NGVD 29 (??/??/92) 1818.139  (m)         5965.01   (f) ADJ UNCH    2 0
 HK0069
 HK0069.Superseded values are not recommended for survey control.
 HK0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0069.See file dsdata.txt to determine how the superseded data were derived.
 HK0069
 HK0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB549140(NAD 83)
 HK0069_MARKER: DB = BENCH MARK DISK
 HK0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0069_STAMPING: B 68 1934
 HK0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0069+STABILITY: SURFACE MOTION
 HK0069
 HK0069  HISTORY     - Date     Condition        Report By
 HK0069  HISTORY     - 1934     MONUMENTED       CGS
 HK0069
 HK0069                          STATION DESCRIPTION
 HK0069
 HK0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0069'4.2 MI NW FROM GARCIA.
 HK0069'ABOUT 4.2 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILWAY
 HK0069'FROM GARCIA, LAS ANIMAS COUNTY, ABOUT 4 POLES NORTHWEST OF MILEPOST
 HK0069'224, 62 FEET SOUTHEAST OF A POLE, ABOUT 101 FEET SOUTHEAST OF THE
 HK0069'CENTER LINE OF THE TRACK, AND 1 FOOT NORTHWEST OF A FENCE LINE.  A
 HK0069'STANDARD DISK, STAMPED B 68 1934 AND SET IN THE TOP OF A CONCRETE
 HK0069'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0484 ***********************************************************************
 JK0484  DESIGNATION -  B 7
 JK0484  PID         -  JK0484
 JK0484  STATE/COUNTY-  CO/FREMONT
 JK0484  USGS QUAD   -  FLORENCE (1975)
 JK0484
 JK0484                         *CURRENT SURVEY CONTROL
 JK0484  ___________________________________________________________________
 JK0484* NAD 83(1986)-  38 23 17.     (N)    105 07 07.     (W)     SCALED    
 JK0484* NAVD 88     -      1581.801  (meters)    5189.63   (feet)  ADJUSTED  
 JK0484  ___________________________________________________________________
 JK0484  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 JK0484  DYNAMIC HT  -        1580.084 (meters)    5183.99  (feet)  COMP
 JK0484  MODELED GRAV-     979,487.9   (mgal)                       NAVD 88
 JK0484
 JK0484  VERT ORDER  -  FIRST     CLASS II
 JK0484
 JK0484.The horizontal coordinates were scaled from a topographic map and have
 JK0484.an estimated accuracy of +/- 6 seconds.
 JK0484
 JK0484.The orthometric height was determined by differential leveling
 JK0484.and adjusted by the National Geodetic Survey in June 1991..
 JK0484
 JK0484.The geoid height was determined by GEOID03.
 JK0484
 JK0484.The dynamic height is computed by dividing the NAVD 88
 JK0484.geopotential number by the normal gravity value computed on the
 JK0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0484.degrees latitude (g = 980.6199 gals.).
 JK0484
 JK0484.The modeled gravity was interpolated from observed gravity values.
 JK0484
 JK0484;                    North         East    Units  Estimated Accuracy
 JK0484;SPC CO C     -   366,450.      947,720.      MT  (+/- 180 meters Scaled)
 JK0484
 JK0484                          SUPERSEDED SURVEY CONTROL
 JK0484
 JK0484  NGVD 29 (??/??/92) 1580.817  (m)         5186.40   (f) ADJ UNCH    1 2
 JK0484
 JK0484.Superseded values are not recommended for survey control.
 JK0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0484.See file dsdata.txt to determine how the superseded data were derived.
 JK0484
 JK0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC896488(NAD 83)
 JK0484_MARKER: DB = BENCH MARK DISK
 JK0484_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JK0484_SP_SET: APRON
 JK0484_STAMPING: B 7 1925 5186.568
 JK0484_MARK LOGO: CGS   
 JK0484_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK0484
 JK0484  HISTORY     - Date     Condition        Report By
 JK0484  HISTORY     - 1925     MONUMENTED       CGS
 JK0484  HISTORY     - 1953     GOOD             NGS
 JK0484  HISTORY     - 1984     GOOD             NGS
 JK0484
 JK0484                          STATION DESCRIPTION
 JK0484
 JK0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0484'AT FLORENCE.
 JK0484'AT FLORENCE, 23.8 FEET EAST OF THE SOUTHWEST CORNER OF THE DENVER
 JK0484'AND RIO GRANDE WESTERN RAILROAD STATION, 33 FEET NORTH OF THE
 JK0484'NORTH RAIL, 3.8 FEET WEST OF THE WEST EDGE OF THE BAGGAGE ROOM
 JK0484'DOOR, 0.2 FOOT SOUTH OF THE SOUTH WALL OF THE STATION, SET IN THE
 JK0484'TOP OF THE CONCRETE APRON IN FRONT OF THE STATION.
 JK0484
 JK0484                          STATION RECOVERY (1984)
 JK0484
 JK0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0484'RECOVERED IN GOOD CONDITION.  NOTE--THE DENVER AND RIO GRANDE WESTERN
 JK0484'RAILROAD STATION IS NOW THE FLORENCE COMMUNITY CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0177 ***********************************************************************
 HJ0177  DESIGNATION -  B 70
 HJ0177  PID         -  HJ0177
 HJ0177  STATE/COUNTY-  CO/OTERO
 HJ0177  USGS QUAD   -  TIMPAS (1984)
 HJ0177
 HJ0177                         *CURRENT SURVEY CONTROL
 HJ0177  ___________________________________________________________________
 HJ0177* NAD 83(1986)-  37 48 11.     (N)    103 47 51.     (W)     SCALED    
 HJ0177* NAVD 88     -      1361.459  (meters)    4466.72   (feet)  ADJUSTED  
 HJ0177  ___________________________________________________________________
 HJ0177  GEOID HEIGHT-         -21.23  (meters)                     GEOID03
 HJ0177  DYNAMIC HT  -        1360.023 (meters)    4462.01  (feet)  COMP
 HJ0177  MODELED GRAV-     979,527.2   (mgal)                       NAVD 88
 HJ0177
 HJ0177  VERT ORDER  -  SECOND    CLASS 0
 HJ0177
 HJ0177.The horizontal coordinates were scaled from a topographic map and have
 HJ0177.an estimated accuracy of +/- 6 seconds.
 HJ0177
 HJ0177.The orthometric height was determined by differential leveling
 HJ0177.and adjusted by the National Geodetic Survey in June 1991..
 HJ0177
 HJ0177.The geoid height was determined by GEOID03.
 HJ0177
 HJ0177.The dynamic height is computed by dividing the NAVD 88
 HJ0177.geopotential number by the normal gravity value computed on the
 HJ0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0177.degrees latitude (g = 980.6199 gals.).
 HJ0177
 HJ0177.The modeled gravity was interpolated from observed gravity values.
 HJ0177
 HJ0177;                    North         East    Units  Estimated Accuracy
 HJ0177;SPC CO S     -   432,290.    1,064,320.      MT  (+/- 180 meters Scaled)
 HJ0177
 HJ0177                          SUPERSEDED SURVEY CONTROL
 HJ0177
 HJ0177  NGVD 29 (??/??/92) 1360.721  (m)         4464.30   (f) ADJ UNCH    2 0
 HJ0177
 HJ0177.Superseded values are not recommended for survey control.
 HJ0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0177.See file dsdata.txt to determine how the superseded data were derived.
 HJ0177
 HJ0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB058846(NAD 83)
 HJ0177_MARKER: DB = BENCH MARK DISK
 HJ0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0177_STAMPING: B 70 1934
 HJ0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0177+STABILITY: SURFACE MOTION
 HJ0177
 HJ0177  HISTORY     - Date     Condition        Report By
 HJ0177  HISTORY     - 1934     MONUMENTED       CGS
 HJ0177  HISTORY     - 1965     GOOD             USGS
 HJ0177
 HJ0177                          STATION DESCRIPTION
 HJ0177
 HJ0177'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 HJ0177'1.9 MI SW FROM TIMPAS.
 HJ0177'TIMPAS, 1.9 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA
 HJ0177'FE RAILWAY FROM, AT MILE POST 574, ABOUT 99 FEET SOUTHEAST OF THE
 HJ0177'CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED B 70 1934.
 HJ0177'AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0136 ***********************************************************************
 KJ0136  DESIGNATION -  B 72
 KJ0136  PID         -  KJ0136
 KJ0136  STATE/COUNTY-  CO/YUMA
 KJ0136  USGS QUAD   -  COPE (1977)
 KJ0136
 KJ0136                         *CURRENT SURVEY CONTROL
 KJ0136  ___________________________________________________________________
 KJ0136* NAD 83(1986)-  39 39 19.     (N)    102 45 52.     (W)     SCALED    
 KJ0136* NAVD 88     -      1327.594  (meters)    4355.61   (feet)  ADJUSTED  
 KJ0136  ___________________________________________________________________
 KJ0136  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 KJ0136  DYNAMIC HT  -        1326.454 (meters)    4351.87  (feet)  COMP
 KJ0136  MODELED GRAV-     979,721.9   (mgal)                       NAVD 88
 KJ0136
 KJ0136  VERT ORDER  -  SECOND    CLASS 0
 KJ0136
 KJ0136.The horizontal coordinates were scaled from a topographic map and have
 KJ0136.an estimated accuracy of +/- 6 seconds.
 KJ0136
 KJ0136.The orthometric height was determined by differential leveling
 KJ0136.and adjusted by the National Geodetic Survey in June 1991..
 KJ0136
 KJ0136.The geoid height was determined by GEOID03.
 KJ0136
 KJ0136.The dynamic height is computed by dividing the NAVD 88
 KJ0136.geopotential number by the normal gravity value computed on the
 KJ0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0136.degrees latitude (g = 980.6199 gals.).
 KJ0136
 KJ0136.The modeled gravity was interpolated from observed gravity values.
 KJ0136
 KJ0136;                    North         East    Units  Estimated Accuracy
 KJ0136;SPC CO N     -   344,170.    1,149,140.      MT  (+/- 180 meters Scaled)
 KJ0136
 KJ0136                          SUPERSEDED SURVEY CONTROL
 KJ0136
 KJ0136  NGVD 29 (??/??/92) 1326.989  (m)         4353.63   (f) ADJ UNCH    2 0
 KJ0136
 KJ0136.Superseded values are not recommended for survey control.
 KJ0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0136.See file dsdata.txt to determine how the superseded data were derived.
 KJ0136
 KJ0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD917918(NAD 83)
 KJ0136_MARKER: DB = BENCH MARK DISK
 KJ0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0136_STAMPING: B 72 1935
 KJ0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0136+STABILITY: SURFACE MOTION
 KJ0136
 KJ0136  HISTORY     - Date     Condition        Report By
 KJ0136  HISTORY     - 1935     MONUMENTED       CGS
 KJ0136  HISTORY     - 1974     GOOD             LOCENG
 KJ0136
 KJ0136                          STATION DESCRIPTION
 KJ0136
 KJ0136'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 KJ0136'4.6 MI W FROM JOES.
 KJ0136'RECOVERED-- 7-2-74 4.6 MI WEST ALONG U.S. HIGHWAY 36 FROM JOES, COL.,
 KJ0136'AT THE JUNCTION OF A N/S DIRT ROAD, 73.0 FT SOUTH OF THE CENTERLINE
 KJ0136'OF THE HIGHWAY, 30.0 FT WEST OF THE CENTERLINE OF THE ROAD, 11.0
 KJ0136'FT NORTH OF AN E/W LINE OF POWER POLES.  A STANDARD DISK, STAMPED B
 KJ0136'72 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0109 ***********************************************************************
 KJ0109  DESIGNATION -  B 74
 KJ0109  PID         -  KJ0109
 KJ0109  STATE/COUNTY-  CO/KIT CARSON
 KJ0109  USGS QUAD   -  NORTH OF BIG SPRING (1979)
 KJ0109
 KJ0109                         *CURRENT SURVEY CONTROL
 KJ0109  ___________________________________________________________________
 KJ0109* NAD 83(1986)-  39 05 51.     (N)    102 49 03.     (W)     SCALED    
 KJ0109* NAVD 88     -      1458.492  (meters)    4785.07   (feet)  ADJUSTED  
 KJ0109  ___________________________________________________________________
 KJ0109  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 KJ0109  DYNAMIC HT  -        1457.112 (meters)    4780.54  (feet)  COMP
 KJ0109  MODELED GRAV-     979,630.3   (mgal)                       NAVD 88
 KJ0109
 KJ0109  VERT ORDER  -  SECOND    CLASS 0
 KJ0109
 KJ0109.The horizontal coordinates were scaled from a topographic map and have
 KJ0109.an estimated accuracy of +/- 6 seconds.
 KJ0109
 KJ0109.The orthometric height was determined by differential leveling
 KJ0109.and adjusted by the National Geodetic Survey in June 1991..
 KJ0109
 KJ0109.The geoid height was determined by GEOID03.
 KJ0109
 KJ0109.The dynamic height is computed by dividing the NAVD 88
 KJ0109.geopotential number by the normal gravity value computed on the
 KJ0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0109.degrees latitude (g = 980.6199 gals.).
 KJ0109
 KJ0109.The modeled gravity was interpolated from observed gravity values.
 KJ0109
 KJ0109;                    North         East    Units  Estimated Accuracy
 KJ0109;SPC CO C     -   448,560.    1,146,410.      MT  (+/- 180 meters Scaled)
 KJ0109
 KJ0109                          SUPERSEDED SURVEY CONTROL
 KJ0109
 KJ0109  NGVD 29 (??/??/92) 1457.840  (m)         4782.93   (f) ADJ UNCH    2 0
 KJ0109
 KJ0109.Superseded values are not recommended for survey control.
 KJ0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0109.See file dsdata.txt to determine how the superseded data were derived.
 KJ0109
 KJ0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD887298(NAD 83)
 KJ0109_MARKER: DB = BENCH MARK DISK
 KJ0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0109_STAMPING: B 74 1935
 KJ0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0109+STABILITY: SURFACE MOTION
 KJ0109
 KJ0109  HISTORY     - Date     Condition        Report By
 KJ0109  HISTORY     - 1935     MONUMENTED       CGS
 KJ0109
 KJ0109                          STATION DESCRIPTION
 KJ0109
 KJ0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KJ0109'17.2 MI S FROM SEIBERT.
 KJ0109'17.2 MILES SOUTH ALONG STATE HIGHWAY 59 FROM SEIBERT, KIT CARSON
 KJ0109'COUNTY, 150 YARDS WEST OF A WINDMILL, AT A ROAD INTERSECTION,
 KJ0109'55 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 27 FEET WEST OF
 KJ0109'THE CENTERLINE OF THE ROAD, 26 FEET SOUTH OF A FENCE CORNER, AND
 KJ0109'1 FOOT EAST OF THE FENCE.  A STANDARD DISK, STAMPED B 74 1935 AND
 KJ0109'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0305 ***********************************************************************
 HK0305  DESIGNATION -  B 75
 HK0305  PID         -  HK0305
 HK0305  STATE/COUNTY-  CO/ALAMOSA
 HK0305  USGS QUAD   -  ALAMOSA EAST (1966)
 HK0305
 HK0305                         *CURRENT SURVEY CONTROL
 HK0305  ___________________________________________________________________
 HK0305* NAD 83(1986)-  37 27 31.     (N)    105 46 00.     (W)     SCALED    
 HK0305* NAVD 88     -      2294.151  (meters)    7526.73   (feet)  POSTED    
 HK0305  ___________________________________________________________________
 HK0305  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 HK0305  DYNAMIC HT  -        2291.140 (meters)    7516.85  (feet)  COMP
 HK0305  MODELED GRAV-     979,234.4   (mgal)                       NAVD 88
 HK0305
 HK0305  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 HK0305
 HK0305.The horizontal coordinates were scaled from a topographic map and have
 HK0305.an estimated accuracy of +/- 6 seconds.
 HK0305
 HK0305.The orthometric height was determined by differential leveling
 HK0305.and adjusted by the National Geodetic Survey in 1992..
 HK0305.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 HK0305.rate of 4.1 thru 8.0 mm/km.
 HK0305
 HK0305.The geoid height was determined by GEOID03.
 HK0305
 HK0305.The dynamic height is computed by dividing the NAVD 88
 HK0305.geopotential number by the normal gravity value computed on the
 HK0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0305.degrees latitude (g = 980.6199 gals.).
 HK0305
 HK0305.The modeled gravity was interpolated from observed gravity values.
 HK0305
 HK0305;                    North         East    Units  Estimated Accuracy
 HK0305;SPC CO S     -   392,730.      890,810.      MT  (+/- 180 meters Scaled)
 HK0305
 HK0305                          SUPERSEDED SURVEY CONTROL
 HK0305
 HK0305  NGVD 29 (??/??/92) 2292.941  (m)         7522.76   (f) ADJ UNCH    2 0
 HK0305
 HK0305.Superseded values are not recommended for survey control.
 HK0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0305.See file dsdata.txt to determine how the superseded data were derived.
 HK0305
 HK0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB321460(NAD 83)
 HK0305_MARKER: DB = BENCH MARK DISK
 HK0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0305_STAMPING: B 75 1934
 HK0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0305+STABILITY: SURFACE MOTION
 HK0305
 HK0305  HISTORY     - Date     Condition        Report By
 HK0305  HISTORY     - 1934     MONUMENTED       CGS
 HK0305  HISTORY     - 1938     GOOD             NGS
 HK0305  HISTORY     - 1984     GOOD             NGS
 HK0305
 HK0305                          STATION DESCRIPTION
 HK0305
 HK0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HK0305'5.4 MI E FROM ALAMOSA.
 HK0305'5.4 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 HK0305'FROM THE STATION AT ALAMOSA, ALAMOSA COUNTY, 6.6 MILES WEST OF THE
 HK0305'STATION AT BALDY, 57 FEET NORTH OF THE CENTER LINE OF A ROAD, 88 FEET
 HK0305'NORTH OF A ROW OF POLES, AND 22 FEET SOUTH OF THE CENTER LINE OF THE
 HK0305'TRACK.  SET IN THE TOP OF A CONCRETE POST.
 HK0305
 HK0305                          STATION RECOVERY (1984)
 HK0305
 HK0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0305'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0204 ***********************************************************************
 HK0204  DESIGNATION -  B 76
 HK0204  PID         -  HK0204
 HK0204  STATE/COUNTY-  CO/HUERFANO
 HK0204  USGS QUAD   -  LA VETA (1963)
 HK0204
 HK0204                         *CURRENT SURVEY CONTROL
 HK0204  ___________________________________________________________________
 HK0204* NAD 83(1986)-  37 31 30.     (N)    105 07 22.     (W)     SCALED    
 HK0204* NAVD 88     -      2418.155  (meters)    7933.56   (feet)  ADJUSTED  
 HK0204  ___________________________________________________________________
 HK0204  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 HK0204  DYNAMIC HT  -        2414.995 (meters)    7923.20  (feet)  COMP
 HK0204  MODELED GRAV-     979,236.1   (mgal)                       NAVD 88
 HK0204
 HK0204  VERT ORDER  -  SECOND    CLASS 0
 HK0204
 HK0204.The horizontal coordinates were scaled from a topographic map and have
 HK0204.an estimated accuracy of +/- 6 seconds.
 HK0204
 HK0204.The orthometric height was determined by differential leveling
 HK0204.and adjusted by the National Geodetic Survey in June 1991..
 HK0204
 HK0204.The geoid height was determined by GEOID03.
 HK0204
 HK0204.The dynamic height is computed by dividing the NAVD 88
 HK0204.geopotential number by the normal gravity value computed on the
 HK0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0204.degrees latitude (g = 980.6199 gals.).
 HK0204
 HK0204.The modeled gravity was interpolated from observed gravity values.
 HK0204
 HK0204;                    North         East    Units  Estimated Accuracy
 HK0204;SPC CO S     -   400,130.      947,750.      MT  (+/- 180 meters Scaled)
 HK0204
 HK0204                          SUPERSEDED SURVEY CONTROL
 HK0204
 HK0204.No superseded survey control is available for this station.
 HK0204
 HK0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB891531(NAD 83)
 HK0204_MARKER: DB = BENCH MARK DISK
 HK0204_SETTING: 66 = SET IN ROCK OUTCROP
 HK0204_SP_SET: SANDSTONE LEDGE
 HK0204_STAMPING: B 76 1934
 HK0204_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HK0204+STABILITY: POSITION/ELEVATION WELL
 HK0204
 HK0204  HISTORY     - Date     Condition        Report By
 HK0204  HISTORY     - 1934     MONUMENTED       CGS
 HK0204  HISTORY     - 1963     MARK NOT FOUND   USGS
 HK0204
 HK0204                          STATION DESCRIPTION
 HK0204
 HK0204'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 HK0204'8.2 MI W FROM LA VETA.
 HK0204'8.2 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 HK0204'FROM LA VETA, 9.0 MILES EAST OF THE STATION AT LA VETA PASS AT THE
 HK0204'COSTILLA-HUERFANO COUNTY LINE, 27 FEET EAST OF MILEPOST 198, IN
 HK0204'THE CENTER OF A SMALL CUT, 20 FEET SOUTH OF A ROW OF POLES, 12
 HK0204'FEET NORTH OF THE CENTER LINE OF THE TRACK, IN A SANDSTONE LEDGE,
 HK0204'AND 8 INCHES HIGHER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0623 ***********************************************************************
 JJ0623  DESIGNATION -  B 78
 JJ0623  PID         -  JJ0623
 JJ0623  STATE/COUNTY-  CO/LINCOLN
 JJ0623  USGS QUAD   -  STANLEY GULCH (1975)
 JJ0623
 JJ0623                         *CURRENT SURVEY CONTROL
 JJ0623  ___________________________________________________________________
 JJ0623* NAD 83(1986)-  38 51 03.     (N)    103 34 14.     (W)     SCALED    
 JJ0623* NAVD 88     -      1554.711  (meters)    5100.75   (feet)  ADJUSTED  
 JJ0623  ___________________________________________________________________
 JJ0623  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 JJ0623  DYNAMIC HT  -        1553.167 (meters)    5095.68  (feet)  COMP
 JJ0623  MODELED GRAV-     979,580.6   (mgal)                       NAVD 88
 JJ0623
 JJ0623  VERT ORDER  -  SECOND    CLASS 0
 JJ0623
 JJ0623.The horizontal coordinates were scaled from a topographic map and have
 JJ0623.an estimated accuracy of +/- 6 seconds.
 JJ0623
 JJ0623.The orthometric height was determined by differential leveling
 JJ0623.and adjusted by the National Geodetic Survey in June 1991..
 JJ0623
 JJ0623.The geoid height was determined by GEOID03.
 JJ0623
 JJ0623.The dynamic height is computed by dividing the NAVD 88
 JJ0623.geopotential number by the normal gravity value computed on the
 JJ0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0623.degrees latitude (g = 980.6199 gals.).
 JJ0623
 JJ0623.The modeled gravity was interpolated from observed gravity values.
 JJ0623
 JJ0623;                    North         East    Units  Estimated Accuracy
 JJ0623;SPC CO C     -   419,530.    1,081,870.      MT  (+/- 180 meters Scaled)
 JJ0623
 JJ0623                          SUPERSEDED SURVEY CONTROL
 JJ0623
 JJ0623  NGVD 29 (??/??/92) 1553.940  (m)         5098.22   (f) ADJ UNCH    2 0
 JJ0623
 JJ0623.Superseded values are not recommended for survey control.
 JJ0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0623.See file dsdata.txt to determine how the superseded data were derived.
 JJ0623
 JJ0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD240011(NAD 83)
 JJ0623_MARKER: DB = BENCH MARK DISK
 JJ0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0623_STAMPING: B 78 1935
 JJ0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0623+STABILITY: SURFACE MOTION
 JJ0623
 JJ0623  HISTORY     - Date     Condition        Report By
 JJ0623  HISTORY     - 1935     MONUMENTED       CGS
 JJ0623  HISTORY     - 1974     GOOD             USGS
 JJ0623
 JJ0623                          STATION DESCRIPTION
 JJ0623
 JJ0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JJ0623'22.3 MI W FROM BOYERO.
 JJ0623'22.3 MILES WEST ALONG STATE HIGHWAY 94 FROM THE UNION PACIFIC
 JJ0623'RAILROAD STATION AT BOYERO, AT THE JUNCTION OF A SECTION-LINE ROAD
 JJ0623'LEADING NORTH, 55 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 JJ0623'12 FEET WEST OF THE ROAD, 25 FEET NORTH OF A FENCE CORNER, AND
 JJ0623'2 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED B 78 1935 AND
 JJ0623'SET IN THE TOP OF A CONCRETE POST.
 JJ0623
 JJ0623                          STATION RECOVERY (1974)
 JJ0623
 JJ0623'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0360 ***********************************************************************
 JJ0360  DESIGNATION -  B 79
 JJ0360  PID         -  JJ0360
 JJ0360  STATE/COUNTY-  CO/LINCOLN
 JJ0360  USGS QUAD   -  ROCK BASIN (1978)
 JJ0360
 JJ0360                         *CURRENT SURVEY CONTROL
 JJ0360  ___________________________________________________________________
 JJ0360* NAD 83(1986)-  38 50 06.     (N)    103 16 26.     (W)     SCALED    
 JJ0360* NAVD 88     -      1456.173  (meters)    4777.46   (feet)  ADJUSTED  
 JJ0360  ___________________________________________________________________
 JJ0360  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 JJ0360  DYNAMIC HT  -        1454.755 (meters)    4772.81  (feet)  COMP
 JJ0360  MODELED GRAV-     979,603.5   (mgal)                       NAVD 88
 JJ0360
 JJ0360  VERT ORDER  -  SECOND    CLASS 0
 JJ0360
 JJ0360.The horizontal coordinates were scaled from a topographic map and have
 JJ0360.an estimated accuracy of +/- 6 seconds.
 JJ0360
 JJ0360.The orthometric height was determined by differential leveling
 JJ0360.and adjusted by the National Geodetic Survey in June 1991..
 JJ0360
 JJ0360.The geoid height was determined by GEOID03.
 JJ0360
 JJ0360.The dynamic height is computed by dividing the NAVD 88
 JJ0360.geopotential number by the normal gravity value computed on the
 JJ0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0360.degrees latitude (g = 980.6199 gals.).
 JJ0360
 JJ0360.The modeled gravity was interpolated from observed gravity values.
 JJ0360
 JJ0360;                    North         East    Units  Estimated Accuracy
 JJ0360;SPC CO C     -   418,360.    1,107,660.      MT  (+/- 180 meters Scaled)
 JJ0360
 JJ0360                          SUPERSEDED SURVEY CONTROL
 JJ0360
 JJ0360  NGVD 29 (??/??/92) 1455.476  (m)         4775.17   (f) ADJ UNCH    2 0
 JJ0360
 JJ0360.Superseded values are not recommended for survey control.
 JJ0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0360.See file dsdata.txt to determine how the superseded data were derived.
 JJ0360
 JJ0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC498998(NAD 83)
 JJ0360_MARKER: DB = BENCH MARK DISK
 JJ0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0360_STAMPING: B 79 1935
 JJ0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0360+STABILITY: SURFACE MOTION
 JJ0360
 JJ0360  HISTORY     - Date     Condition        Report By
 JJ0360  HISTORY     - 1935     MONUMENTED       CGS
 JJ0360  HISTORY     - 1941     GOOD             NGS
 JJ0360  HISTORY     - 1974     GOOD             USGS
 JJ0360
 JJ0360                          STATION DESCRIPTION
 JJ0360
 JJ0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0360'7.9 MI S FROM BOYERO.
 JJ0360'TO REACH FROM THE POST OFFICE IN BOYERO--GO 1.0 MILE SOUTHERLY
 JJ0360'ALONG STATE HIGHWAY NO.63 TO THE INTERSECTION OF STATE HIGHWAY
 JJ0360'NO.94, THENCE CONTINUE 6.9 MILES SOUTHERLY ALONG STATE HIGHWAY
 JJ0360'NO.63 TO THE SITE OF BENCH MARK.  BENCH MARK IS 47.0 FEET WEST OF
 JJ0360'AND ABOUT 1.5 FEET ABOVE THE CENTERLINE OF THE HIGHWAY, 22.0 FEET
 JJ0360'WEST OF FENCE CORNER AND TELEPHONE POST WHERE TELEPHONE LINE FROM
 JJ0360'THE WEST INTERSECTS NORTH-SOUTH LINE.  IT IS 3.0 FEET EAST OF
 JJ0360'A 4X4-INCH WOODEN MARKER POST AND 1.5 FEET NORTH OF SECTION LINE
 JJ0360'FENCE.  THE MONUMENT PROJECTS 0.4 FOOT.
 JJ0360
 JJ0360                          STATION RECOVERY (1974)
 JJ0360
 JJ0360'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0100 ***********************************************************************
 JL0100  DESIGNATION -  B 8
 JL0100  PID         -  JL0100
 JL0100  STATE/COUNTY-  CO/SAGUACHE
 JL0100  USGS QUAD   -  PAHLONE PEAK (1967)
 JL0100
 JL0100                         *CURRENT SURVEY CONTROL
 JL0100  ___________________________________________________________________
 JL0100* NAD 83(1986)-  38 23 07.     (N)    106 16 57.     (W)     SCALED    
 JL0100* NAVD 88     -      3007.213  (meters)    9866.16   (feet)  POSTED    
 JL0100  ___________________________________________________________________
 JL0100  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 JL0100  DYNAMIC HT  -        3003.070 (meters)    9852.57  (feet)  COMP
 JL0100  MODELED GRAV-     979,142.5   (mgal)                       NAVD 88
 JL0100
 JL0100  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JL0100
 JL0100.The horizontal coordinates were scaled from a topographic map and have
 JL0100.an estimated accuracy of +/- 6 seconds.
 JL0100
 JL0100.The orthometric height was determined by differential leveling
 JL0100.and adjusted by the National Geodetic Survey in 1992..
 JL0100.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JL0100.rate of 0.0 thru 1.0 mm/km.
 JL0100
 JL0100.The geoid height was determined by GEOID03.
 JL0100
 JL0100.The dynamic height is computed by dividing the NAVD 88
 JL0100.geopotential number by the normal gravity value computed on the
 JL0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0100.degrees latitude (g = 980.6199 gals.).
 JL0100
 JL0100.The modeled gravity was interpolated from observed gravity values.
 JL0100
 JL0100;                    North         East    Units  Estimated Accuracy
 JL0100;SPC CO S     -   495,830.      846,040.      MT  (+/- 180 meters Scaled)
 JL0100
 JL0100                          SUPERSEDED SURVEY CONTROL
 JL0100
 JL0100  NGVD 29 (??/??/92) 3005.409  (m)         9860.25   (f) ADJ UNCH    1 2
 JL0100
 JL0100.Superseded values are not recommended for survey control.
 JL0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0100.See file dsdata.txt to determine how the superseded data were derived.
 JL0100
 JL0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC879493(NAD 83)
 JL0100_MARKER: DB = BENCH MARK DISK
 JL0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0100_STAMPING: 9860.246 B 8 1926
 JL0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0100+STABILITY: SURFACE MOTION
 JL0100
 JL0100  HISTORY     - Date     Condition        Report By
 JL0100  HISTORY     - 1926     MONUMENTED       CGS
 JL0100  HISTORY     - 1962     GOOD             USFS
 JL0100  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0100
 JL0100                          STATION DESCRIPTION
 JL0100
 JL0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 JL0100'11.2 MI E FROM SARGENTS.
 JL0100'11.2 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JL0100'THE STATION AT SARGENTS, SAGUACHE COUNTY, 75 FEET SOUTHWEST OF
 JL0100'MILEPOST D-246, 25 FEET WEST OF THE TRACK, AND ABOUT 1 FOOT HIGHER
 JL0100'THAN THE TRACK.  A STANDARD DISK, STAMPED 9860.246 B 8 1926 AND SET IN
 JL0100'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 JL0100
 JL0100                          STATION RECOVERY (1962)
 JL0100
 JL0100'RECOVERY NOTE BY US FOREST SERVICE 1962
 JL0100'RECOVERED IN GOOD CONDITION.
 JL0100
 JL0100                          STATION RECOVERY (1984)
 JL0100
 JL0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0100'THE RAILROAD TRACK IS NOW A TWO LANE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0510 ***********************************************************************
 JJ0510  DESIGNATION -  B 80
 JJ0510  PID         -  JJ0510
 JJ0510  STATE/COUNTY-  CO/OTERO
 JJ0510  USGS QUAD   -  ROCKY FORD (1979)
 JJ0510
 JJ0510                         *CURRENT SURVEY CONTROL
 JJ0510  ___________________________________________________________________
 JJ0510* NAD 83(1986)-  38 05 55.     (N)    103 44 50.     (W)     SCALED    
 JJ0510* NAVD 88     -      1271.929  (meters)    4172.99   (feet)  ADJUSTED  
 JJ0510  ___________________________________________________________________
 JJ0510  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 JJ0510  DYNAMIC HT  -        1270.653 (meters)    4168.80  (feet)  COMP
 JJ0510  MODELED GRAV-     979,582.2   (mgal)                       NAVD 88
 JJ0510
 JJ0510  VERT ORDER  -  SECOND    CLASS 0
 JJ0510
 JJ0510.The horizontal coordinates were scaled from a topographic map and have
 JJ0510.an estimated accuracy of +/- 6 seconds.
 JJ0510
 JJ0510.The orthometric height was determined by differential leveling
 JJ0510.and adjusted by the National Geodetic Survey in June 1991..
 JJ0510
 JJ0510.The geoid height was determined by GEOID03.
 JJ0510
 JJ0510.The dynamic height is computed by dividing the NAVD 88
 JJ0510.geopotential number by the normal gravity value computed on the
 JJ0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0510.degrees latitude (g = 980.6199 gals.).
 JJ0510
 JJ0510.The modeled gravity was interpolated from observed gravity values.
 JJ0510
 JJ0510;                    North         East    Units  Estimated Accuracy
 JJ0510;SPC CO S     -   465,170.    1,068,130.      MT  (+/- 180 meters Scaled)
 JJ0510
 JJ0510                          SUPERSEDED SURVEY CONTROL
 JJ0510
 JJ0510  NGVD 29 (??/??/92) 1271.256  (m)         4170.78   (f) ADJ UNCH    2 0
 JJ0510
 JJ0510.Superseded values are not recommended for survey control.
 JJ0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0510.See file dsdata.txt to determine how the superseded data were derived.
 JJ0510
 JJ0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC098174(NAD 83)
 JJ0510_MARKER: DB = BENCH MARK DISK
 JJ0510_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0510_SP_SET: CULVERT
 JJ0510_STAMPING: B 80 1935
 JJ0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0510
 JJ0510  HISTORY     - Date     Condition        Report By
 JJ0510  HISTORY     - 1935     MONUMENTED       CGS
 JJ0510  HISTORY     - 1941     GOOD             NGS
 JJ0510  HISTORY     - 1985     MARK NOT FOUND   NGS
 JJ0510
 JJ0510                          STATION DESCRIPTION
 JJ0510
 JJ0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0510'4.1 MI NW FROM ROCKY FORD.
 JJ0510'TO REACH FROM THE A.T. AND S.F. RY. STATION-- GO 1.8 MILES WEST ALONG
 JJ0510'U.S. HWY. 50 TO JCT. WITH STATE HWY. 71, THENCE, TURN RIGHT, GO
 JJ0510'2.3 MILES NORTH ALONG STATE HWY. 71 TO SITE OF BENCH MARK.
 JJ0510'BENCH MARK IS THE EAST HEADWALL OF A CONCRETE CULVERT, 42.0 FEET
 JJ0510'EAST OF A SIDE ROAD LEADING WEST, 40.0 FEET WEST OF A FENCE CORNER,
 JJ0510'18.0 FEET EAST OF AND APPROXIMATELY THE SAME ELEVATION AS THE
 JJ0510'CENTERLINE OF THE HWY.  A STD. DISK SET FLUSH AND HORIZONTALLY IN
 JJ0510'THE EAST HEADWALL OF A CONCRETE CULVERT.
 JJ0510
 JJ0510                          STATION RECOVERY (1985)
 JJ0510
 JJ0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0510'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0473 ***********************************************************************
 JJ0473  DESIGNATION -  B 83
 JJ0473  PID         -  JJ0473
 JJ0473  STATE/COUNTY-  CO/KIOWA
 JJ0473  USGS QUAD   -  HASWELL NE (1978)
 JJ0473
 JJ0473                         *CURRENT SURVEY CONTROL
 JJ0473  ___________________________________________________________________
 JJ0473* NAD 83(1986)-  38 29 25.     (N)    103 04 05.     (W)     SCALED    
 JJ0473* NAVD 88     -      1358.657  (meters)    4457.53   (feet)  ADJUSTED  
 JJ0473  ___________________________________________________________________
 JJ0473  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 JJ0473  DYNAMIC HT  -        1357.328 (meters)    4453.17  (feet)  COMP
 JJ0473  MODELED GRAV-     979,603.3   (mgal)                       NAVD 88
 JJ0473
 JJ0473  VERT ORDER  -  SECOND    CLASS 0
 JJ0473
 JJ0473.The horizontal coordinates were scaled from a topographic map and have
 JJ0473.an estimated accuracy of +/- 6 seconds.
 JJ0473
 JJ0473.The orthometric height was determined by differential leveling
 JJ0473.and adjusted by the National Geodetic Survey in June 1991..
 JJ0473
 JJ0473.The geoid height was determined by GEOID03.
 JJ0473
 JJ0473.The dynamic height is computed by dividing the NAVD 88
 JJ0473.geopotential number by the normal gravity value computed on the
 JJ0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0473.degrees latitude (g = 980.6199 gals.).
 JJ0473
 JJ0473.The modeled gravity was interpolated from observed gravity values.
 JJ0473
 JJ0473;                    North         East    Units  Estimated Accuracy
 JJ0473;SPC CO S     -   509,960.    1,126,550.      MT  (+/- 180 meters Scaled)
 JJ0473
 JJ0473                          SUPERSEDED SURVEY CONTROL
 JJ0473
 JJ0473  NGVD 29 (??/??/92) 1358.026  (m)         4455.46   (f) ADJ UNCH    2 0
 JJ0473
 JJ0473.Superseded values are not recommended for survey control.
 JJ0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0473.See file dsdata.txt to determine how the superseded data were derived.
 JJ0473
 JJ0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC684619(NAD 83)
 JJ0473_MARKER: DB = BENCH MARK DISK
 JJ0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0473_STAMPING: B 83 1935
 JJ0473_MARK LOGO: CGS   
 JJ0473_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JJ0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0473+STABILITY: SURFACE MOTION
 JJ0473
 JJ0473  HISTORY     - Date     Condition        Report By
 JJ0473  HISTORY     - 1935     MONUMENTED       CGS
 JJ0473  HISTORY     - 1941     GOOD             NGS
 JJ0473  HISTORY     - 19951025 GOOD             CODOT
 JJ0473
 JJ0473                          STATION DESCRIPTION
 JJ0473
 JJ0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0473'16.2 MI W FROM EADS.
 JJ0473'16.2 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 JJ0473'AT EADS, KIOWA COUNTY, AT MILEAGE POLE 801-25, 150 FEET WEST OF
 JJ0473'SIGNAL 8018, 45 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 40
 JJ0473'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 96, 5 FEET NORTH OF
 JJ0473'A FENCE LINE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL
 JJ0473'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED B 83 1935 AND SET IN
 JJ0473'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 JJ0473
 JJ0473                          STATION RECOVERY (1995)
 JJ0473
 JJ0473'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (PGG)
 JJ0473'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0355 ***********************************************************************
 JJ0355  DESIGNATION -  B 84
 JJ0355  PID         -  JJ0355
 JJ0355  STATE/COUNTY-  CO/LINCOLN
 JJ0355  USGS QUAD   -  BOYERO (1978)
 JJ0355
 JJ0355                         *CURRENT SURVEY CONTROL
 JJ0355  ___________________________________________________________________
 JJ0355* NAD 83(1986)-  38 54 27.     (N)    103 16 28.     (W)     SCALED    
 JJ0355* NAVD 88     -      1431.799  (meters)    4697.49   (feet)  ADJUSTED  
 JJ0355  ___________________________________________________________________
 JJ0355  GEOID HEIGHT-         -21.55  (meters)                     GEOID03
 JJ0355  DYNAMIC HT  -        1430.415 (meters)    4692.95  (feet)  COMP
 JJ0355  MODELED GRAV-     979,611.2   (mgal)                       NAVD 88
 JJ0355
 JJ0355  VERT ORDER  -  SECOND    CLASS 0
 JJ0355
 JJ0355.The horizontal coordinates were scaled from a topographic map and have
 JJ0355.an estimated accuracy of +/- 6 seconds.
 JJ0355
 JJ0355.The orthometric height was determined by differential leveling
 JJ0355.and adjusted by the National Geodetic Survey in June 1991..
 JJ0355
 JJ0355.The geoid height was determined by GEOID03.
 JJ0355
 JJ0355.The dynamic height is computed by dividing the NAVD 88
 JJ0355.geopotential number by the normal gravity value computed on the
 JJ0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0355.degrees latitude (g = 980.6199 gals.).
 JJ0355
 JJ0355.The modeled gravity was interpolated from observed gravity values.
 JJ0355
 JJ0355;                    North         East    Units  Estimated Accuracy
 JJ0355;SPC CO C     -   426,410.    1,107,410.      MT  (+/- 180 meters Scaled)
 JJ0355
 JJ0355                          SUPERSEDED SURVEY CONTROL
 JJ0355
 JJ0355  NGVD 29 (??/??/92) 1431.102  (m)         4695.21   (f) ADJ UNCH    2 0
 JJ0355
 JJ0355.Superseded values are not recommended for survey control.
 JJ0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0355.See file dsdata.txt to determine how the superseded data were derived.
 JJ0355
 JJ0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD496079(NAD 83)
 JJ0355_MARKER: DB = BENCH MARK DISK
 JJ0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0355_STAMPING: B 84 1935
 JJ0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0355+STABILITY: SURFACE MOTION
 JJ0355
 JJ0355  HISTORY     - Date     Condition        Report By
 JJ0355  HISTORY     - 1935     MONUMENTED       CGS
 JJ0355  HISTORY     - 1941     GOOD             NGS
 JJ0355
 JJ0355                          STATION DESCRIPTION
 JJ0355
 JJ0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0355'2.9 MI S FROM BOYERO.
 JJ0355'TO REACH FROM THE POST OFFICE IN BOYERO--GO 1.0 MILE SOUTHERLY
 JJ0355'ALONG STATE HIGHWAY NO.63 TO THE INTERSECTION OF STATE HIGHWAY
 JJ0355'NO.94, THENCE GO 1.9 MILES SOUTHERLY ALONG STATE HIGHWAY NO.63 TO
 JJ0355'THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.8 MILE SOUTH OF
 JJ0355'CEMETERY AND 83.0 FEET WEST OF AND ABOUT 1.0 FOOT ABOVE THE
 JJ0355'CENTERLINE OF THE HIGHWAY.  IT IS 5.0 FEET SOUTH OF SECTION LINE
 JJ0355'FENCE CORNER AND GATE POST, 3.0 FEET SOUTH OF A 4X4-INCH WOODEN
 JJ0355'MARKER POST AND 1.0 FOOT EAST OF GATE IN NORTH AND SOUTH FENCE.
 JJ0355'THE MONUMENT PROJECTS 0.8 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0136 ***********************************************************************
 HJ0136  DESIGNATION -  B 85
 HJ0136  PID         -  HJ0136
 HJ0136  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0136  USGS QUAD   -  BRANSON (1972)
 HJ0136
 HJ0136                         *CURRENT SURVEY CONTROL
 HJ0136  ___________________________________________________________________
 HJ0136* NAD 83(1986)-  37 04 13.     (N)    103 53 09.     (W)     SCALED    
 HJ0136* NAVD 88     -      1846.952  (meters)    6059.54   (feet)  ADJUSTED  
 HJ0136  ___________________________________________________________________
 HJ0136  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 HJ0136  DYNAMIC HT  -        1844.734 (meters)    6052.26  (feet)  COMP
 HJ0136  MODELED GRAV-     979,363.9   (mgal)                       NAVD 88
 HJ0136
 HJ0136  VERT ORDER  -  SECOND    CLASS 0
 HJ0136
 HJ0136.The horizontal coordinates were scaled from a topographic map and have
 HJ0136.an estimated accuracy of +/- 6 seconds.
 HJ0136
 HJ0136.The orthometric height was determined by differential leveling
 HJ0136.and adjusted by the National Geodetic Survey in June 1991..
 HJ0136
 HJ0136.The geoid height was determined by GEOID03.
 HJ0136
 HJ0136.The dynamic height is computed by dividing the NAVD 88
 HJ0136.geopotential number by the normal gravity value computed on the
 HJ0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0136.degrees latitude (g = 980.6199 gals.).
 HJ0136
 HJ0136.The modeled gravity was interpolated from observed gravity values.
 HJ0136
 HJ0136;                    North         East    Units  Estimated Accuracy
 HJ0136;SPC CO S     -   350,840.    1,057,950.      MT  (+/- 180 meters Scaled)
 HJ0136
 HJ0136                          SUPERSEDED SURVEY CONTROL
 HJ0136
 HJ0136  NGVD 29 (??/??/92) 1845.974  (m)         6056.33   (f) ADJ UNCH    2 0
 HJ0136
 HJ0136.Superseded values are not recommended for survey control.
 HJ0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0136.See file dsdata.txt to determine how the superseded data were derived.
 HJ0136
 HJ0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB990032(NAD 83)
 HJ0136_MARKER: DB = BENCH MARK DISK
 HJ0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0136_STAMPING: B 85 1935
 HJ0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0136+STABILITY: SURFACE MOTION
 HJ0136
 HJ0136  HISTORY     - Date     Condition        Report By
 HJ0136  HISTORY     - 1935     MONUMENTED       CGS
 HJ0136  HISTORY     - 1971     GOOD             USGS
 HJ0136
 HJ0136                          STATION DESCRIPTION
 HJ0136
 HJ0136'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HJ0136'3.5 MI N FROM BRANSON.
 HJ0136'ABOUT 3.5 MILES NORTH ALONG COLORADO STATE HIGHWAY 389 FROM THE
 HJ0136'POSTOFFICE AT BRANSON, ABOUT 10 FT. SOUTH AND 34 FT. WEST OF A
 HJ0136'T-ROAD WEST. 2 FT. SOUTHWEST OF A FENCE CORNER.  A STANDARD DISK
 HJ0136'STAMPED B-85-1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0127 ***********************************************************************
 HJ0127  DESIGNATION -  B 86
 HJ0127  PID         -  HJ0127
 HJ0127  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0127  USGS QUAD   -  KIM NORTH (1979)
 HJ0127
 HJ0127                         *CURRENT SURVEY CONTROL
 HJ0127  ___________________________________________________________________
 HJ0127* NAD 83(1986)-  37 16 44.     (N)    103 15 55.     (W)     SCALED    
 HJ0127* NAVD 88     -      1689.583  (meters)    5543.24   (feet)  ADJUSTED  
 HJ0127  ___________________________________________________________________
 HJ0127  GEOID HEIGHT-         -21.24  (meters)                     GEOID03
 HJ0127  DYNAMIC HT  -        1687.671 (meters)    5536.97  (feet)  COMP
 HJ0127  MODELED GRAV-     979,438.4   (mgal)                       NAVD 88
 HJ0127
 HJ0127  VERT ORDER  -  SECOND    CLASS 0
 HJ0127
 HJ0127.The horizontal coordinates were scaled from a topographic map and have
 HJ0127.an estimated accuracy of +/- 6 seconds.
 HJ0127
 HJ0127.The orthometric height was determined by differential leveling
 HJ0127.and adjusted by the National Geodetic Survey in June 1991..
 HJ0127
 HJ0127.The geoid height was determined by GEOID03.
 HJ0127
 HJ0127.The dynamic height is computed by dividing the NAVD 88
 HJ0127.geopotential number by the normal gravity value computed on the
 HJ0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0127.degrees latitude (g = 980.6199 gals.).
 HJ0127
 HJ0127.The modeled gravity was interpolated from observed gravity values.
 HJ0127
 HJ0127;                    North         East    Units  Estimated Accuracy
 HJ0127;SPC CO S     -   375,120.    1,112,570.      MT  (+/- 180 meters Scaled)
 HJ0127
 HJ0127                          SUPERSEDED SURVEY CONTROL
 HJ0127
 HJ0127  NGVD 29 (??/??/92) 1688.760  (m)         5540.54   (f) ADJ UNCH    2 0
 HJ0127
 HJ0127.Superseded values are not recommended for survey control.
 HJ0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0127.See file dsdata.txt to determine how the superseded data were derived.
 HJ0127
 HJ0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB537272(NAD 83)
 HJ0127_MARKER: DB = BENCH MARK DISK
 HJ0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0127_STAMPING: B 86 1935
 HJ0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0127+STABILITY: SURFACE MOTION
 HJ0127
 HJ0127  HISTORY     - Date     Condition        Report By
 HJ0127  HISTORY     - 1935     MONUMENTED       CGS
 HJ0127
 HJ0127                          STATION DESCRIPTION
 HJ0127
 HJ0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HJ0127'7.5 MI NE FROM KIM.
 HJ0127'ABOUT 7.5 MILES NORTHEAST ALONG U.S. HIGHWAY 160 FROM KIM, LAS
 HJ0127'ANIMAS COUNTY, ABOUT 80 YARDS SOUTHWEST OF THE PRAIRIE STAR SCHOOL,
 HJ0127'AT A ROAD CROSSING, 18 FEET WEST OF THE CENTER LINE OF THE ROAD,
 HJ0127'AND ABOUT 92 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY. A
 HJ0127'STANDARD DISK, STAMPED B 86 1935 AND SET IN THE TOP OF A CONCRETE
 HJ0127'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0083 ***********************************************************************
 HJ0083  DESIGNATION -  B 87
 HJ0083  PID         -  HJ0083
 HJ0083  STATE/COUNTY-  CO/BACA
 HJ0083  USGS QUAD   -  SPRINGFIELD EAST (1978)
 HJ0083
 HJ0083                         *CURRENT SURVEY CONTROL
 HJ0083  ___________________________________________________________________
 HJ0083* NAD 83(1986)-  37 23 16.     (N)    102 31 08.     (W)     SCALED    
 HJ0083* NAVD 88     -      1297.727  (meters)    4257.63   (feet)  POSTED    
 HJ0083  ___________________________________________________________________
 HJ0083  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 HJ0083  DYNAMIC HT  -        1296.370 (meters)    4253.17  (feet)  COMP
 HJ0083  MODELED GRAV-     979,535.9   (mgal)                       NAVD 88
 HJ0083
 HJ0083  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 HJ0083
 HJ0083.The horizontal coordinates were scaled from a topographic map and have
 HJ0083.an estimated accuracy of +/- 6 seconds.
 HJ0083
 HJ0083.The orthometric height was determined by differential leveling
 HJ0083.and adjusted by the National Geodetic Survey in 1992..
 HJ0083.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 HJ0083.rate of 3.1 thru 4.0 mm/km.
 HJ0083
 HJ0083.The geoid height was determined by GEOID03.
 HJ0083
 HJ0083.The dynamic height is computed by dividing the NAVD 88
 HJ0083.geopotential number by the normal gravity value computed on the
 HJ0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0083.degrees latitude (g = 980.6199 gals.).
 HJ0083
 HJ0083.The modeled gravity was interpolated from observed gravity values.
 HJ0083
 HJ0083;                    North         East    Units  Estimated Accuracy
 HJ0083;SPC CO S     -   389,040.    1,178,350.      MT  (+/- 180 meters Scaled)
 HJ0083
 HJ0083                          SUPERSEDED SURVEY CONTROL
 HJ0083
 HJ0083  NGVD 29 (??/??/92) 1297.141  (m)         4255.70   (f) ADJ UNCH    2 0
 HJ0083
 HJ0083.Superseded values are not recommended for survey control.
 HJ0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0083.See file dsdata.txt to determine how the superseded data were derived.
 HJ0083
 HJ0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB196407(NAD 83)
 HJ0083_MARKER: DB = BENCH MARK DISK
 HJ0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0083_STAMPING: B 87 1935
 HJ0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0083+STABILITY: SURFACE MOTION
 HJ0083
 HJ0083  HISTORY     - Date     Condition        Report By
 HJ0083  HISTORY     - 1935     MONUMENTED       CGS
 HJ0083  HISTORY     - 1941     GOOD             NGS
 HJ0083  HISTORY     - 1973     MARK NOT FOUND   USGS
 HJ0083
 HJ0083                          STATION DESCRIPTION
 HJ0083
 HJ0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 HJ0083'3.9 MI W FROM VILAS.
 HJ0083'TO REACH BENCH MARK FROM THE VILAS RAILROAD STATION, GO 3.9 MILES
 HJ0083'WEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD TO SITE OF
 HJ0083'BENCH MARK.  BENCH MARK IS 12.0 FEET SOUTHWEST OF THE FIRST POLE
 HJ0083'EAST OF MILE POLE 90, 48.0 FEET SOUTH OF AND ABOUT 2.0 FEET BELOW
 HJ0083'THE CENTERLINE OF THE RAILROAD TRACK, 3.0 FEET EAST OF A 4 X 4
 HJ0083'INCH WOODEN MARKER POST, AND 2.0 FEET NORTH OF THE RIGHT OF WAY
 HJ0083'FENCE.  A STANDARD DISK SET IN CONCRETE POST PROJECTING 0.6 FOOT.
 HJ0083
 HJ0083                          STATION RECOVERY (1973)
 HJ0083
 HJ0083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HJ0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0111 ***********************************************************************
 HJ0111  FBN         -  This is a Federal Base Network Control Station.
 HJ0111  DESIGNATION -  B 89
 HJ0111  PID         -  HJ0111
 HJ0111  STATE/COUNTY-  CO/BENT
 HJ0111  USGS QUAD   -  TOONERVILLE (1966)
 HJ0111
 HJ0111                         *CURRENT SURVEY CONTROL
 HJ0111  ___________________________________________________________________
 HJ0111* NAD 83(1992)-  37 48 06.59872(N)    103 10 26.89043(W)     ADJUSTED  
 HJ0111* NAVD 88     -      1260.743  (meters)    4136.29   (feet)  ADJUSTED  
 HJ0111  ___________________________________________________________________
 HJ0111  X           -  -1,150,250.375 (meters)                     COMP
 HJ0111  Y           -  -4,914,094.337 (meters)                     COMP
 HJ0111  Z           -   3,888,847.108 (meters)                     COMP
 HJ0111  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 HJ0111  ELLIP HEIGHT-        1238.62  (meters)          (09/24/02) GPS OBS
 HJ0111  GEOID HEIGHT-         -22.13  (meters)                     GEOID03
 HJ0111  DYNAMIC HT  -        1259.477 (meters)    4132.13  (feet)  COMP
 HJ0111  MODELED GRAV-     979,582.0   (mgal)                       NAVD 88
 HJ0111
 HJ0111  HORZ ORDER  -  B
 HJ0111  VERT ORDER  -  SECOND    CLASS 0
 HJ0111  ELLP ORDER  -  THIRD     CLASS I
 HJ0111
 HJ0111.The horizontal coordinates were established by GPS observations
 HJ0111.and adjusted by the National Geodetic Survey in May 1992..
 HJ0111
 HJ0111.The orthometric height was determined by differential leveling
 HJ0111.and adjusted by the National Geodetic Survey in June 1991..
 HJ0111
 HJ0111.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HJ0111
 HJ0111.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0111
 HJ0111.The ellipsoidal height was determined by GPS observations
 HJ0111.and is referenced to NAD 83.
 HJ0111
 HJ0111.The geoid height was determined by GEOID03.
 HJ0111
 HJ0111.The dynamic height is computed by dividing the NAVD 88
 HJ0111.geopotential number by the normal gravity value computed on the
 HJ0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0111.degrees latitude (g = 980.6199 gals.).
 HJ0111
 HJ0111.The modeled gravity was interpolated from observed gravity values.
 HJ0111
 HJ0111;                    North         East     Units Scale Factor Converg.
 HJ0111;SPC CO S     -   433,335.573 1,119,204.348   MT  0.99994556   +1 25 35.9
 HJ0111;SPC CO S     - 1,421,701.79  3,671,922.93   sFT  0.99994556   +1 25 35.9
 HJ0111;UTM  13      - 4,185,398.509   660,743.204   MT  0.99991825   +1 07 09.7
 HJ0111
 HJ0111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0111!SPC CO S     -   0.99980568  x   0.99994556  =   0.99975125
 HJ0111!UTM  13      -   0.99980568  x   0.99991825  =   0.99972394
 HJ0111
 HJ0111                          SUPERSEDED SURVEY CONTROL
 HJ0111
 HJ0111  NAD 83(1986)-  37 48 06.59002(N)    103 10 26.88402(W) AD(       ) 3
 HJ0111  ELLIP H (05/26/92) 1238.60   (m)                       GP(       ) 4 1
 HJ0111  NAVD 88 (01/17/97) 1260.74   (m)         4136.3    (f) LEVELING    3  
 HJ0111  NAVD 88 (05/26/92) 1260.74   (m)         4136.3    (f) LEVELING    3  
 HJ0111  NGVD 29 (??/??/92) 1260.117  (m)         4134.23   (f) ADJ UNCH    2 0
 HJ0111
 HJ0111.Superseded values are not recommended for survey control.
 HJ0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0111.See file dsdata.txt to determine how the superseded data were derived.
 HJ0111
 HJ0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB6074385399(NAD 83)
 HJ0111_MARKER: DB = BENCH MARK DISK
 HJ0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0111_SP_SET: CONCRETE POST
 HJ0111_STAMPING: B 89 1935
 HJ0111_MARK LOGO: CGS   
 HJ0111_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HJ0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0111+STABILITY: SURFACE MOTION
 HJ0111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HJ0111+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1995
 HJ0111
 HJ0111  HISTORY     - Date     Condition        Report By
 HJ0111  HISTORY     - 1935     MONUMENTED       CGS
 HJ0111  HISTORY     - 19910415 GOOD             NGS
 HJ0111  HISTORY     - 19950105 GOOD             CODOT
 HJ0111
 HJ0111                          STATION DESCRIPTION
 HJ0111
 HJ0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HJ0111'1.7 MI N FROM TOONERVILLE.
 HJ0111'ABOUT 1.7 MILES NORTH ALONG STATE HIGHWAY 101 FROM TOONERVILLE,
 HJ0111'BENT COUNTY, ABOUT 100 YARDS SOUTH OF A BRIDGE, AND ABOUT 53 FEET
 HJ0111'WEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 HJ0111'B 89 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HJ0111
 HJ0111                          STATION RECOVERY (1991)
 HJ0111
 HJ0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HJ0111'STATION IS LOCATED ABOUT 30 KM (18.6 MI) SOUTH OF LAS ANIMAS, 3 KM
 HJ0111'(1.9 MI) NORTH-NORTHWEST OF THE TERMINUS OF STATE HIGHWAY 101 AT
 HJ0111'TOONERVILLE (BUILDINGS GONE), ALONG HIGHWAY 101, AT MILE 19.35, ON
 HJ0111'THE RIGHT-OF-WAY, IN THE NORTHEAST 1/4 OF SECTION 7, T 26 S, R 51 W.
 HJ0111'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 HJ0111'TO REACH FROM THE JUNCTION OF US HIGHWAY 50 AND STATE HIGHWAY 101 IN
 HJ0111'LAS ANIMAS, GO SOUTH ON HIGHWAY 101 FOR 29.29 KM (18.20 MI) TO A
 HJ0111'CONCRETE BRIDGE AT MILEPOST 18.  CONTINUE AHEAD FOR 2.05 KM
 HJ0111'(1.27 MI) TO WOODEN BRIDGE M 24A.  CONTINUE AHEAD FOR 0.16 KM
 HJ0111'(0.10 MI) TO THE STATION ON THE RIGHT.
 HJ0111'STATION MARK IS SET IN THE TOP OF A 20-CM SQUARE CONCRETE POST
 HJ0111'PROJECTING 30 CM.  IT IS 15.8 M (51.8 FT) WEST OF, AND 1 M (3.3 FT)
 HJ0111'LOWER THAN THE HIGHWAY CENTER, 9.7 M (31.8 FT) NORTH-NORTHEAST OF A
 HJ0111'UTILITY POLE WITH GUY WIRE, 2.0 M (6.6 FT) EAST OF THE RIGHT-OF-WAY
 HJ0111'FENCE AND 1.3 M (4.3 FT) EAST OF A METAL WITNESS POST.
 HJ0111'DESCRIBED BY G.R.HEID
 HJ0111
 HJ0111                          STATION RECOVERY (1995)
 HJ0111
 HJ0111'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (MEL)
 HJ0111'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0223 ***********************************************************************
 JL0223  DESIGNATION -  B 9
 JL0223  PID         -  JL0223
 JL0223  STATE/COUNTY-  CO/GUNNISON
 JL0223  USGS QUAD   -  GUNNISON (1970)
 JL0223
 JL0223                         *CURRENT SURVEY CONTROL
 JL0223  ___________________________________________________________________
 JL0223* NAD 83(1986)-  38 31 08.     (N)    106 59 05.     (W)     SCALED    
 JL0223* NAVD 88     -      2316.529  (meters)    7600.15   (feet)  POSTED    
 JL0223  ___________________________________________________________________
 JL0223  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 JL0223  DYNAMIC HT  -        2313.710 (meters)    7590.90  (feet)  COMP
 JL0223  MODELED GRAV-     979,327.0   (mgal)                       NAVD 88
 JL0223
 JL0223  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JL0223
 JL0223.The horizontal coordinates were scaled from a topographic map and have
 JL0223.an estimated accuracy of +/- 6 seconds.
 JL0223
 JL0223.The orthometric height was determined by differential leveling
 JL0223.and adjusted by the National Geodetic Survey in 1992..
 JL0223.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JL0223.rate of 1.1 thru 2.0 mm/km.
 JL0223
 JL0223.The geoid height was determined by GEOID03.
 JL0223
 JL0223.The dynamic height is computed by dividing the NAVD 88
 JL0223.geopotential number by the normal gravity value computed on the
 JL0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0223.degrees latitude (g = 980.6199 gals.).
 JL0223
 JL0223.The modeled gravity was interpolated from observed gravity values.
 JL0223
 JL0223;                    North         East    Units  Estimated Accuracy
 JL0223;SPC CO C     -   381,960.      784,930.      MT  (+/- 180 meters Scaled)
 JL0223
 JL0223                          SUPERSEDED SURVEY CONTROL
 JL0223
 JL0223  NGVD 29 (??/??/92) 2315.004  (m)         7595.14   (f) ADJ UNCH    1 2
 JL0223
 JL0223.Superseded values are not recommended for survey control.
 JL0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0223.See file dsdata.txt to determine how the superseded data were derived.
 JL0223
 JL0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC269652(NAD 83)
 JL0223_MARKER: DB = BENCH MARK DISK
 JL0223_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JL0223_SP_SET: UNSPEC ROCK
 JL0223_STAMPING: 7595.142 B 9 1926
 JL0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0223
 JL0223  HISTORY     - Date     Condition        Report By
 JL0223  HISTORY     - 1926     MONUMENTED       CGS
 JL0223  HISTORY     - 1976     GOOD             NPS
 JL0223  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0223
 JL0223                          STATION DESCRIPTION
 JL0223
 JL0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 JL0223'3.5 MI SW FROM GUNNISON.
 JL0223'3-1/2 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0223'FROM THE STATION AT GUNNISON, GUNNISON COUNTY, 0.2 MILE NORTHEAST OF
 JL0223'MILEPOST D-292, 20 FEET EAST OF THE SOUTHWEST END OF STEEL BRIDGE
 JL0223'291.80, IN ROCK, AND ABOUT 3-1/2 FEET HIGHER THAN THE TRACK. A
 JL0223'STANDARD DISK, STAMPED 7595.142 B 9 1926.
 JL0223
 JL0223                          STATION RECOVERY (1976)
 JL0223
 JL0223'RECOVERY NOTE BY NATIONAL PARK SERVICE 1976
 JL0223'RECOVERED IN GOOD CONDITION.
 JL0223
 JL0223                          STATION RECOVERY (1984)
 JL0223
 JL0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0223'THE RAILROAD BRIDGE HAS BEEN REMOVED AND THE SURROUNDING AREA HAS BEEN
 JL0223'GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0049 ***********************************************************************
 JJ0049  DESIGNATION -  B 90
 JJ0049  PID         -  JJ0049
 JJ0049  STATE/COUNTY-  CO/CHEYENNE
 JJ0049  USGS QUAD   -  CHEYENNE WELLS (1982)
 JJ0049
 JJ0049                         *CURRENT SURVEY CONTROL
 JJ0049  ___________________________________________________________________
 JJ0049* NAD 83(1986)-  38 48 25.     (N)    102 19 56.     (W)     SCALED    
 JJ0049* NAVD 88     -      1291.626  (meters)    4237.61   (feet)  ADJUSTED  
 JJ0049  ___________________________________________________________________
 JJ0049  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 JJ0049  DYNAMIC HT  -        1290.445 (meters)    4233.73  (feet)  COMP
 JJ0049  MODELED GRAV-     979,668.8   (mgal)                       NAVD 88
 JJ0049
 JJ0049  VERT ORDER  -  SECOND    CLASS 0
 JJ0049
 JJ0049.The horizontal coordinates were scaled from a topographic map and have
 JJ0049.an estimated accuracy of +/- 6 seconds.
 JJ0049
 JJ0049.The orthometric height was determined by differential leveling
 JJ0049.and adjusted by the National Geodetic Survey in June 1991..
 JJ0049
 JJ0049.The geoid height was determined by GEOID03.
 JJ0049
 JJ0049.The dynamic height is computed by dividing the NAVD 88
 JJ0049.geopotential number by the normal gravity value computed on the
 JJ0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0049.degrees latitude (g = 980.6199 gals.).
 JJ0049
 JJ0049.The modeled gravity was interpolated from observed gravity values.
 JJ0049
 JJ0049;                    North         East    Units  Estimated Accuracy
 JJ0049;SPC CO C     -   417,680.    1,189,490.      MT  (+/- 180 meters Scaled)
 JJ0049
 JJ0049                          SUPERSEDED SURVEY CONTROL
 JJ0049
 JJ0049  NGVD 29 (??/??/92) 1291.114  (m)         4235.93   (f) ADJ UNCH    2 0
 JJ0049
 JJ0049.Superseded values are not recommended for survey control.
 JJ0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0049.See file dsdata.txt to determine how the superseded data were derived.
 JJ0049
 JJ0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC316987(NAD 83)
 JJ0049_MARKER: DB = BENCH MARK DISK
 JJ0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0049_STAMPING: B 90 1935
 JJ0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0049+STABILITY: SURFACE MOTION
 JJ0049
 JJ0049  HISTORY     - Date     Condition        Report By
 JJ0049  HISTORY     - 1935     MONUMENTED       CGS
 JJ0049  HISTORY     - 1952     GOOD             NGS
 JJ0049
 JJ0049                          STATION DESCRIPTION
 JJ0049
 JJ0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JJ0049'1.9 MI SE FROM CHEYENNE WELLS.
 JJ0049'0.95 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JJ0049'AT CHEYENNE WELLS, THENCE 0.95 MILE SOUTH ALONG STATE HIGHWAY
 JJ0049'51, 0.6 MILE NORTH OF A FARMHOUSE, 47 FEET EAST OF THE CENTER LINE
 JJ0049'OF THE HIGHWAY, 4.8 FEET EAST OF A FENCE, 1.4 FEET NORTH OF A WITNESS
 JJ0049'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 JJ0049'ABOVE THE GROUND.  THIS MARK WAS NOT LEVELED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0140 ***********************************************************************
 JJ0140  DESIGNATION -  B 91
 JJ0140  PID         -  JJ0140
 JJ0140  STATE/COUNTY-  CO/KIOWA
 JJ0140  USGS QUAD   -  SHERIDAN LAKE (1968)
 JJ0140
 JJ0140                         *CURRENT SURVEY CONTROL
 JJ0140  ___________________________________________________________________
 JJ0140* NAD 83(1986)-  38 28 31.     (N)    102 18 29.     (W)     SCALED    
 JJ0140* NAVD 88     -      1255.732  (meters)    4119.85   (feet)  ADJUSTED  
 JJ0140  ___________________________________________________________________
 JJ0140  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 JJ0140  DYNAMIC HT  -        1254.563 (meters)    4116.01  (feet)  COMP
 JJ0140  MODELED GRAV-     979,653.7   (mgal)                       NAVD 88
 JJ0140
 JJ0140  VERT ORDER  -  SECOND    CLASS 0
 JJ0140
 JJ0140.The horizontal coordinates were scaled from a topographic map and have
 JJ0140.an estimated accuracy of +/- 6 seconds.
 JJ0140
 JJ0140.The orthometric height was determined by differential leveling
 JJ0140.and adjusted by the National Geodetic Survey in June 1991..
 JJ0140
 JJ0140.The geoid height was determined by GEOID03.
 JJ0140
 JJ0140.The dynamic height is computed by dividing the NAVD 88
 JJ0140.geopotential number by the normal gravity value computed on the
 JJ0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0140.degrees latitude (g = 980.6199 gals.).
 JJ0140
 JJ0140.The modeled gravity was interpolated from observed gravity values.
 JJ0140
 JJ0140;                    North         East    Units  Estimated Accuracy
 JJ0140;SPC CO S     -   510,290.    1,192,890.      MT  (+/- 180 meters Scaled)
 JJ0140
 JJ0140                          SUPERSEDED SURVEY CONTROL
 JJ0140
 JJ0140  NGVD 29 (??/??/92) 1255.217  (m)         4118.16   (f) ADJ UNCH    2 0
 JJ0140
 JJ0140.Superseded values are not recommended for survey control.
 JJ0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0140.See file dsdata.txt to determine how the superseded data were derived.
 JJ0140
 JJ0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC348619(NAD 83)
 JJ0140_MARKER: DB = BENCH MARK DISK
 JJ0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0140_STAMPING: B 91 1935
 JJ0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0140+STABILITY: SURFACE MOTION
 JJ0140
 JJ0140  HISTORY     - Date     Condition        Report By
 JJ0140  HISTORY     - 1935     MONUMENTED       CGS
 JJ0140  HISTORY     - 1967     GOOD             USGS
 JJ0140  HISTORY     - 19951102 MARK NOT FOUND   CODOT
 JJ0140
 JJ0140                          STATION DESCRIPTION
 JJ0140
 JJ0140'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JJ0140'1.2 MI NW FROM SHERIDAN LAKE.
 JJ0140'TO REACH FROM THE HIGH SCHOOL IN SHERIDAN LAKE, GO 1.2 MILES
 JJ0140'NORTHWESTERLY ALONG STATE HIGHWAY NO. 51 TO THE SITE OF BENCH
 JJ0140'MARK.  BENCH MARK IS ABOUT 0.25 MILE NORTH OF A SHARP CURVE,
 JJ0140'ABOUT 0.15 MILE SOUTH OF FENCE CORNER AND 47.0 FEET EAST OF AND
 JJ0140'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY, IT IS
 JJ0140'3.0 FEET EAST OF A 4 X 4-INCH WOODEN MARKER POST AND 2.6 FEET
 JJ0140'EAST OF FENCE, THE MONUMENT PROJECTS 0.7 FOOT.  HWY IS NOW US 385
 JJ0140'NOT STATE 51 WITNESS POST ESTABLISHED 1 FOOT SOUTH OF MARK.
 JJ0140
 JJ0140                          STATION RECOVERY (1995)
 JJ0140
 JJ0140'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (PG)
 JJ0140'NOT FOUND AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0164 ***********************************************************************
 JJ0164  DESIGNATION -  B 92
 JJ0164  PID         -  JJ0164
 JJ0164  STATE/COUNTY-  CO/PROWERS
 JJ0164  USGS QUAD   -  GRANADA NE (1976)
 JJ0164
 JJ0164                         *CURRENT SURVEY CONTROL
 JJ0164  ___________________________________________________________________
 JJ0164* NAD 83(1986)-  38 08 36.     (N)    102 18 41.     (W)     SCALED    
 JJ0164* NAVD 88     -      1094.125  (meters)    3589.64   (feet)  ADJUSTED  
 JJ0164  ___________________________________________________________________
 JJ0164  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 JJ0164  DYNAMIC HT  -        1093.105 (meters)    3586.30  (feet)  COMP
 JJ0164  MODELED GRAV-     979,658.8   (mgal)                       NAVD 88
 JJ0164
 JJ0164  VERT ORDER  -  SECOND    CLASS 0
 JJ0164
 JJ0164.The horizontal coordinates were scaled from a topographic map and have
 JJ0164.an estimated accuracy of +/- 6 seconds.
 JJ0164
 JJ0164.The orthometric height was determined by differential leveling
 JJ0164.and adjusted by the National Geodetic Survey in June 1991..
 JJ0164
 JJ0164.The geoid height was determined by GEOID03.
 JJ0164
 JJ0164.The dynamic height is computed by dividing the NAVD 88
 JJ0164.geopotential number by the normal gravity value computed on the
 JJ0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0164.degrees latitude (g = 980.6199 gals.).
 JJ0164
 JJ0164.The modeled gravity was interpolated from observed gravity values.
 JJ0164
 JJ0164;                    North         East    Units  Estimated Accuracy
 JJ0164;SPC CO S     -   473,460.    1,193,850.      MT  (+/- 180 meters Scaled)
 JJ0164
 JJ0164                          SUPERSEDED SURVEY CONTROL
 JJ0164
 JJ0164  NGVD 29 (??/??/92) 1093.665  (m)         3588.13   (f) ADJ UNCH    2 0
 JJ0164
 JJ0164.Superseded values are not recommended for survey control.
 JJ0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0164.See file dsdata.txt to determine how the superseded data were derived.
 JJ0164
 JJ0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC356251(NAD 83)
 JJ0164_MARKER: DB = BENCH MARK DISK
 JJ0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0164_STAMPING: B 92 1935
 JJ0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0164+STABILITY: SURFACE MOTION
 JJ0164
 JJ0164  HISTORY     - Date     Condition        Report By
 JJ0164  HISTORY     - 1935     MONUMENTED       CGS
 JJ0164  HISTORY     - 1941     GOOD             NGS
 JJ0164
 JJ0164                          STATION DESCRIPTION
 JJ0164
 JJ0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0164'1.3 MI N FROM BRISTOL.
 JJ0164'TO REACH FROM THE HIGH SCHOOL IN BRISTOL--GO 1.3 MILES NORTH
 JJ0164'ALONG STATE HIGHWAY NO.51 TO THE SITE OF BENCH MARK.  BENCH MARK
 JJ0164'IS ABOUT 0.25 MILE SOUTH OF A WOODEN BRIDGE OVER AN IRRIGATION
 JJ0164'DITCH,76.0 FEET SOUTHWEST OF THE CENTER OF INTERSECTION OF
 JJ0164'EAST-WEST ROAD AND 52.0 FEET WEST OF AND ABOUT THE SAME ELEVATION
 JJ0164'IS ABOUT 0.25 MILE SOUTH OF A WOODEN BRIDGE OVER AN IRRIGATION
 JJ0164'DITCH, 76.0 FEET SOUTHWEST OF THE CENTER OF INTERSECTION OF
 JJ0164'TELEPHONE POLE AND FENCE CORNER, 23.0 FEET SOUTH OF A SMALL HEAD
 JJ0164'DITCH AND 3.5 FEET WEST OF TELEPHONE LINE.  IT IS 3.0 FEET
 JJ0164'SOUTH OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT WEST OF
 JJ0164'FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0143 ***********************************************************************
 HK0143  DESIGNATION -  B 93
 HK0143  PID         -  HK0143
 HK0143  STATE/COUNTY-  CO/HUERFANO
 HK0143  USGS QUAD   -  WALSENBURG NORTH (1963)
 HK0143
 HK0143                         *CURRENT SURVEY CONTROL
 HK0143  ___________________________________________________________________
 HK0143* NAD 83(1986)-  37 38 56.     (N)    104 49 30.     (W)     SCALED    
 HK0143* NAVD 88     -      1917.109  (meters)    6289.72   (feet)  ADJUSTED  
 HK0143  ___________________________________________________________________
 HK0143  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 HK0143  DYNAMIC HT  -        1914.828 (meters)    6282.23  (feet)  COMP
 HK0143  MODELED GRAV-     979,371.6   (mgal)                       NAVD 88
 HK0143
 HK0143  VERT ORDER  -  SECOND    CLASS 0
 HK0143
 HK0143.The horizontal coordinates were scaled from a topographic map and have
 HK0143.an estimated accuracy of +/- 6 seconds.
 HK0143
 HK0143.The orthometric height was determined by differential leveling
 HK0143.and adjusted by the National Geodetic Survey in June 1991..
 HK0143
 HK0143.The geoid height was determined by GEOID03.
 HK0143
 HK0143.The dynamic height is computed by dividing the NAVD 88
 HK0143.geopotential number by the normal gravity value computed on the
 HK0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0143.degrees latitude (g = 980.6199 gals.).
 HK0143
 HK0143.The modeled gravity was interpolated from observed gravity values.
 HK0143
 HK0143;                    North         East    Units  Estimated Accuracy
 HK0143;SPC CO S     -   414,030.      973,970.      MT  (+/- 180 meters Scaled)
 HK0143
 HK0143                          SUPERSEDED SURVEY CONTROL
 HK0143
 HK0143  NGVD 29 (??/??/92) 1916.085  (m)         6286.36   (f) ADJ UNCH    2 0
 HK0143
 HK0143.Superseded values are not recommended for survey control.
 HK0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0143.See file dsdata.txt to determine how the superseded data were derived.
 HK0143
 HK0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB154668(NAD 83)
 HK0143_MARKER: DB = BENCH MARK DISK
 HK0143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HK0143_SP_SET: FOUNDATION
 HK0143_STAMPING: B 93 1935
 HK0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0143
 HK0143  HISTORY     - Date     Condition        Report By
 HK0143  HISTORY     - 1935     MONUMENTED       CGS
 HK0143
 HK0143                          STATION DESCRIPTION
 HK0143
 HK0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HK0143'1 MI N FROM WALSENBURG.
 HK0143'1.0 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE COUNTY COURTHOUSE
 HK0143'AT WALSENBURG, HUERFANO COUNTY, THENCE 2.6 MILES NORTHWEST ALONG
 HK0143'THE DENVER AND RIO GRANDE WESTERN RAILROAD, 1.0 MILE NORTHWEST OF
 HK0143'ORMAN (P.O. TOLTEC), 0.6 MILE NORTH OF A HIGHWAY BRIDGE OVER A
 HK0143'DEEP WASH, 220 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF
 HK0143'STATE HIGHWAY 69, ON THE OUTSIDE OF A CURVE, 14.7 FEET NORTHWEST
 HK0143'OF THE CENTERLINE OF THE TRACK, IN THE TOP OF AN ABANDONED
 HK0143'CONCRETE FOUNDATION, 5.6 FEET NORTH OF THE SOUTH END OF THE EAST
 HK0143'WALL, AND LEVEL WITH THE TRACK. A STANDARD DISK, STAMPED B 93
 HK0143'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0176 ***********************************************************************
 HK0176  DESIGNATION -  B 94
 HK0176  PID         -  HK0176
 HK0176  STATE/COUNTY-  CO/HUERFANO
 HK0176  USGS QUAD   -  GARDNER (1969)
 HK0176
 HK0176                         *CURRENT SURVEY CONTROL
 HK0176  ___________________________________________________________________
 HK0176* NAD 83(1992)-  37 46 55.54084(N)    105 08 56.23017(W)     ADJUSTED  
 HK0176* NAVD 88     -      2118.398  (meters)    6950.11   (feet)  ADJUSTED  
 HK0176  ___________________________________________________________________
 HK0176  X           -  -1,319,437.297 (meters)                     COMP
 HK0176  Y           -  -4,873,492.775 (meters)                     COMP
 HK0176  Z           -   3,887,644.613 (meters)                     COMP
 HK0176  LAPLACE CORR-          -5.81  (seconds)                    DEFLEC99
 HK0176  ELLIP HEIGHT-        2102.24  (meters)          (12/03/02) GPS OBS
 HK0176  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 HK0176  DYNAMIC HT  -        2115.803 (meters)    6941.60  (feet)  COMP
 HK0176  MODELED GRAV-     979,328.7   (mgal)                       NAVD 88
 HK0176
 HK0176  HORZ ORDER  -  FIRST
 HK0176  VERT ORDER  -  SECOND    CLASS 0
 HK0176  ELLP ORDER  -  FOURTH    CLASS II
 HK0176
 HK0176.The horizontal coordinates were established by GPS observations
 HK0176.and adjusted by the National Geodetic Survey in April 1999..
 HK0176
 HK0176.The orthometric height was determined by differential leveling
 HK0176.and adjusted by the National Geodetic Survey in June 1991..
 HK0176
 HK0176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HK0176
 HK0176.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0176
 HK0176.The ellipsoidal height was determined by GPS observations
 HK0176.and is referenced to NAD 83.
 HK0176
 HK0176.The geoid height was determined by GEOID03.
 HK0176
 HK0176.The dynamic height is computed by dividing the NAVD 88
 HK0176.geopotential number by the normal gravity value computed on the
 HK0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0176.degrees latitude (g = 980.6199 gals.).
 HK0176
 HK0176.The modeled gravity was interpolated from observed gravity values.
 HK0176
 HK0176;                    North         East     Units Scale Factor Converg.
 HK0176;SPC CO S     -   428,653.126   945,324.429   MT  0.99994581   +0 12 55.2
 HK0176;SPC CO S     - 1,406,339.46  3,101,451.90   sFT  0.99994581   +0 12 55.2
 HK0176;UTM  13      - 4,181,648.866   486,883.735   MT  0.99960212   -0 05 28.5
 HK0176
 HK0176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0176!SPC CO S     -   0.99967023  x   0.99994581  =   0.99961606
 HK0176!UTM  13      -   0.99967023  x   0.99960212  =   0.99927248
 HK0176
 HK0176                          SUPERSEDED SURVEY CONTROL
 HK0176
 HK0176  ELLIP H (04/26/99) 2102.26   (m)                       GP(       ) 4 2
 HK0176  NAVD 88 (04/26/99) 2118.40   (m)         6950.1    (f) LEVELING    3  
 HK0176  NGVD 29 (??/??/92) 2117.241  (m)         6946.31   (f) ADJ UNCH    2 0
 HK0176
 HK0176.Superseded values are not recommended for survey control.
 HK0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0176.See file dsdata.txt to determine how the superseded data were derived.
 HK0176
 HK0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB8688481649(NAD 83)
 HK0176_MARKER: DB = BENCH MARK DISK
 HK0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0176_STAMPING: B 94 1935 6946
 HK0176_MARK LOGO: CGS   
 HK0176_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HK0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0176+STABILITY: SURFACE MOTION
 HK0176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HK0176+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1998
 HK0176
 HK0176  HISTORY     - Date     Condition        Report By
 HK0176  HISTORY     - 1935     MONUMENTED       CGS
 HK0176  HISTORY     - 19981020 GOOD             NGS
 HK0176
 HK0176                          STATION DESCRIPTION
 HK0176
 HK0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HK0176'1.1 MI SE FROM GARDNER.
 HK0176'1.1 MILE SOUTHEAST ALONG NEW STATE HIGHWAY 69 FROM THE POST
 HK0176'OFFICE AT GARDNER, HUERFANO COUNTY, THENCE 0.1 MILE NORTHEAST
 HK0176'ACROSS A FIELD TO OLD STATE HIGHWAY 69, 0.2 MILE SOUTHEAST OF A
 HK0176'TWO-STORY FRAME HOUSE, 0.15 MILE NORTHWEST, OF A ROAD LEADING
 HK0176'NORTHEAST, 0.1 MILE NORTHEAST OF A WOODEN BRIDGE, 295 FEET
 HK0176'SOUTHEAST OF A DEEP WASH, 125 FEET SOUTH OF A T-ROAD LEADING
 HK0176'NORTHEAST, AT THE WEST BASE OF A HILL, AT THE MOUTH OF A SMALL
 HK0176'CANYON, 39.0 FEET NORTHEAST OF A ROW OF POLES, 67.0 FEET
 HK0176'NORTHEAST OF THE CENTERLINE OF THE OLD HIGHWAY, 3.0 FEET WEST
 HK0176'OF A 4-BY-4 INCH WOODEN MARKER POST STENCILED U.S.B.M. AND 2.5
 HK0176'FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED B 94 1935
 HK0176'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.7 FOOT
 HK0176'ABOVE GROUND.
 HK0176
 HK0176                          STATION RECOVERY (1998)
 HK0176
 HK0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 HK0176'THE STATION IS LOCATED ABOUT 22.5 MI (36.2 KM) NORTHWEST OF
 HK0176'WALSENBURG, 5 MI (8.0 KM) WEST-NORTHWEST OF FARISITA AND 1 MI (1.6 KM)
 HK0176'EAST OF GARDNER, IN THE NORTHEAST 1/4 OF SECTION 19, T 26 S, R 69 W,
 HK0176'AT STATE HIGHWAY 69 MILEPOST 25.11.  OWNERSHIP--DR.  CHARLES ROWLAND,
 HK0176'23449 HIGHWAY 69, GARDNER, CO.  PHONE 719-746-2337, BOBBY BEINHOFF IS
 HK0176'THE MANAGER TO REACH THE STATION FROM THE POST OFFICE IN GARDNER, GO
 HK0176'EAST ON STATE HIGHWAY 69 TO A SIDE ROAD LEFT, WILLIAMS CREEK ROAD.
 HK0176'TURN LEFT, NORTH ON WILLIAMS CREEK ROAD FOR 0.1 MI (0.2 KM) TO A TRACK
 HK0176'ROAD LEFT, THE OLD ROAD BED OF HIGHWAY 69.  TURN LEFT, WEST ON DIM
 HK0176'TRACK ROAD, THE OLD HIGHWAY BED FOR 0.1 MI (0.2 KM) TO THE STATION ON
 HK0176'THE RIGHT.  THE MARK IS ABOUT 180 M (590.5 FT) NORTH OF THE BRIDGE
 HK0176'(STRUCTURE NUMBER M 16 D) OVER WILLIAMS CREEK THE MARK IS A STANDARD
 HK0176'DISK SET INTO THE TOP OF A SQUARE 20 CM CONCRETE POST PROJECTING 20 CM
 HK0176'ABOVE THE GROUND.  IT IS 182.1 M (597.4 FT) NORTH FROM THE CENTER LINE
 HK0176'OF STATE HIGHWAY 69, 168.4 M (552.5 FT) NORTH FROM THE RIGHT-OF-WAY
 HK0176'FENCE, 21.0 M (68.9 FT) NORTH FROM THE CENTER OF THE OLD HIGHWAY, 1.1
 HK0176'M (3.6 FT) WEST-NORTHWEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0518 ***********************************************************************
 JK0518  DESIGNATION -  B 95
 JK0518  PID         -  JK0518
 JK0518  STATE/COUNTY-  CO/CUSTER
 JK0518  USGS QUAD   -  ROSITA (1982)
 JK0518
 JK0518                         *CURRENT SURVEY CONTROL
 JK0518  ___________________________________________________________________
 JK0518* NAD 83(1986)-  38 00 30.     (N)    105 22 15.     (W)     SCALED    
 JK0518* NAVD 88     -      2513.753  (meters)    8247.20   (feet)  ADJUSTED  
 JK0518  ___________________________________________________________________
 JK0518  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 JK0518  DYNAMIC HT  -        2510.581 (meters)    8236.80  (feet)  COMP
 JK0518  MODELED GRAV-     979,275.6   (mgal)                       NAVD 88
 JK0518
 JK0518  VERT ORDER  -  SECOND    CLASS 0
 JK0518
 JK0518.The horizontal coordinates were scaled from a topographic map and have
 JK0518.an estimated accuracy of +/- 6 seconds.
 JK0518
 JK0518.The orthometric height was determined by differential leveling
 JK0518.and adjusted by the National Geodetic Survey in June 1991..
 JK0518
 JK0518.The geoid height was determined by GEOID03.
 JK0518
 JK0518.The dynamic height is computed by dividing the NAVD 88
 JK0518.geopotential number by the normal gravity value computed on the
 JK0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0518.degrees latitude (g = 980.6199 gals.).
 JK0518
 JK0518.The modeled gravity was interpolated from observed gravity values.
 JK0518
 JK0518;                    North         East    Units  Estimated Accuracy
 JK0518;SPC CO S     -   453,710.      925,750.      MT  (+/- 180 meters Scaled)
 JK0518
 JK0518                          SUPERSEDED SURVEY CONTROL
 JK0518
 JK0518  NGVD 29 (??/??/92) 2512.458  (m)         8242.96   (f) ADJ UNCH    2 0
 JK0518
 JK0518.Superseded values are not recommended for survey control.
 JK0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0518.See file dsdata.txt to determine how the superseded data were derived.
 JK0518
 JK0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC674068(NAD 83)
 JK0518_MARKER: DB = BENCH MARK DISK
 JK0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0518_STAMPING: B 95 1935
 JK0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0518+STABILITY: SURFACE MOTION
 JK0518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0518+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1999
 JK0518
 JK0518  HISTORY     - Date     Condition        Report By
 JK0518  HISTORY     - 1935     MONUMENTED       CGS
 JK0518  HISTORY     - 1941     GOOD             NGS
 JK0518  HISTORY     - 19990421 GOOD             NGS
 JK0518
 JK0518                          STATION DESCRIPTION
 JK0518
 JK0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JK0518'10.8 MI SE FROM WESTCLIFFE.
 JK0518'10.8 MILES SOUTHEAST ALONG STATE HIGHWAY 69 FROM THE COUNTY COURTHOUSE
 JK0518'AT WESTCLIFFE, CUSTER COUNTY, 0.9 MILE NORTHWEST OF A LOG SCHOOLHOUSE,
 JK0518'49.0 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 28.0 FEET
 JK0518'NORTH OF AN OLD FENCE CORNER, 16.0 FEET NORTHEAST OF THE FENCE, 2.5
 JK0518'FEET SOUTH OF A 4 - BY 4-INCH WOODEN MARKER POST STENCILED U.S.B.M.,
 JK0518'AND 1.0 FOOT HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED B
 JK0518'95 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.8
 JK0518'FOOT ABOVE GROUND.
 JK0518
 JK0518                          STATION RECOVERY (1999)
 JK0518
 JK0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 JK0518'RECOVERED IN GOOD CONDITION. FROM THE INTERSECTION OF STATE HIGHWAY 96
 JK0518'AND STATE HIGHWAY 69 IN WESTCLIFFE, GO SSE ON STATE HIGHWAY 69 FOR
 JK0518'10.75 MI TO THE STATION ON THE LEFT. IT IS 1 M NORTHEAST FROM A
 JK0518'WITNESS POST, 4.8 M NORTHEAST FROM A FENCE, 16.2 M NORTHEAST FROM THE
 JK0518'CENTER OF STATE HIGHWAY 69 AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0288 ***********************************************************************
 HJ0288  DESIGNATION -  BACA
 HJ0288  PID         -  HJ0288
 HJ0288  STATE/COUNTY-  CO/BACA
 HJ0288  USGS QUAD   -  LYCAN (1971)
 HJ0288
 HJ0288                         *CURRENT SURVEY CONTROL
 HJ0288  ___________________________________________________________________
 HJ0288* NAD 83(1992)-  37 37 14.14746(N)    102 07 43.36696(W)     ADJUSTED  
 HJ0288* NAVD 88     -      1151.     (meters)    3776.     (feet)  SCALED    
 HJ0288  ___________________________________________________________________
 HJ0288  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 HJ0288  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 HJ0288
 HJ0288  HORZ ORDER  -  FIRST
 HJ0288
 HJ0288.The horizontal coordinates were established by classical geodetic methods
 HJ0288.and adjusted by the National Geodetic Survey in November 1994..
 HJ0288
 HJ0288.The orthometric height was scaled from a topographic map.
 HJ0288
 HJ0288.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0288
 HJ0288.The geoid height was determined by GEOID03.
 HJ0288
 HJ0288;                    North         East     Units Scale Factor Converg.
 HJ0288;SPC CO S     -   416,041.157 1,211,950.480   MT  0.99995231   +2 04 04.3
 HJ0288;SPC CO S     - 1,364,961.70  3,976,207.53   sFT  0.99995231   +2 04 04.3
 HJ0288;SPC KS S     -   512,104.435    79,743.305   MT  0.99994928   -2 13 47.8
 HJ0288;UTM  13      - 4,167,598.646   753,411.810   MT  1.00039107   +1 45 13.1
 HJ0288
 HJ0288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0288!SPC CO S     -   0.99982309  x   0.99995231  =   0.99977541
 HJ0288!SPC KS S     -   0.99982309  x   0.99994928  =   0.99977238
 HJ0288!UTM  13      -   0.99982309  x   1.00039107  =   1.00021409
 HJ0288
 HJ0288:                Primary Azimuth Mark                     Grid Az
 HJ0288:SPC CO S     -  BACA AZ MK                               358 19 18.4
 HJ0288:SPC KS S     -  BACA AZ MK                               002 37 10.5
 HJ0288:UTM  13      -  BACA AZ MK                               358 38 09.6
 HJ0288
 HJ0288|---------------------------------------------------------------------|
 HJ0288| PID    Reference Object                     Distance      Geod. Az  |
 HJ0288|                                                           dddmmss.s |
 HJ0288| CM8323 BACA AZ MK                                         0002322.7 |
 HJ0288| CM8325 BACA RM 2                            31.044 METERS 01538     |
 HJ0288| CM8324 BACA RM 1                            39.399 METERS 10103     |
 HJ0288|---------------------------------------------------------------------|
 HJ0288
 HJ0288                          SUPERSEDED SURVEY CONTROL
 HJ0288
 HJ0288  NAD 83(1992)-  37 37 14.14935(N)    102 07 43.36349(W) AD(       ) 1
 HJ0288  NAD 83(1986)-  37 37 14.14930(N)    102 07 43.35864(W) AD(       ) 1
 HJ0288  NAD 27      -  37 37 14.10220(N)    102 07 41.70329(W) AD(       ) 1
 HJ0288
 HJ0288.Superseded values are not recommended for survey control.
 HJ0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0288.See file dsdata.txt to determine how the superseded data were derived.
 HJ0288
 HJ0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB5341267599(NAD 83)
 HJ0288_MARKER: DS = TRIANGULATION STATION DISK
 HJ0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0288_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HJ0288
 HJ0288  HISTORY     - Date     Condition        Report By
 HJ0288  HISTORY     - 1953     MONUMENTED       CGS
 HJ0288
 HJ0288                          STATION DESCRIPTION
 HJ0288
 HJ0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HJ0288'STATION IS LOCATED ON THE WEST SIDE OF STATE HIGHWAY 89, AIRLINE,
 HJ0288'ABOUT 1.6 MILES SOUTH OF THE PROWERS-BACA COUNTY LINE, 4.5
 HJ0288'MILES NORTH OF THE BUCKEYE STORE AND THE LYCAN U.S. POST OFFICE.
 HJ0288'IT IS JUST WEST OF THE ROAD RIGHT-OF-WAY AND IN A CULTIVATED
 HJ0288'FIELD.
 HJ0288'
 HJ0288'STATION IS REACHED AS FOLLOWS--FROM THE LYCAN U.S. POST OFFICE
 HJ0288'AND BUCKEYE STORE AT THE JUNCTION OF STATE ROUTE 118 AND STATE
 HJ0288'HIGHWAY 89, GO NORTH ON STATE HIGHWAY 89 FOR 4.2 MILES TO A
 HJ0288'CROSS ROAD.  CONTINUE NORTH FOR 0.4 MILE TO THE TOP OF THE
 HJ0288'GRADE AND THE STATION ON THE LEFT SIDE OF THE ROAD.
 HJ0288'
 HJ0288'STATION MARK, STAMPED BACA 1953, IS A STANDARD DISK SET IN THE
 HJ0288'TOP OF A 12 INCH CIRCULAR CONCRETE POST THAT IS 12 INCHES BELOW
 HJ0288'THE GROUND.  IT IS 75.0 FEET WEST OF THE CENTERLINE OF THE
 HJ0288'HIGHWAY AND 26.7 FEET WEST OF A WITNESS POST.
 HJ0288'
 HJ0288'REFERENCE MARK NUMBER 1, STAMPED BACA NO 1 1953, IS A STANDARD
 HJ0288'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 HJ0288'PROJECTS 10 INCHES AND IS AT ABOUT THE SAME ELEVATION AS THE
 HJ0288'STATION.  IT IS 45.0 FEET EAST OF THE CENTERLINE OF THE
 HJ0288'HIGHWAY AND 2.0 FEET NORTHEAST OF A TELEPHONE POLE.
 HJ0288'
 HJ0288'REFERENCE MARK NUMBER 2, STAMPED BACA NO 2 1953, IS A STANDARD
 HJ0288'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 HJ0288'PROJECTS 10 INCHES AND IS AT ABOUT THE SAME ELEVATION AS THE
 HJ0288'STATION.  IT IS 48.0 FEET WEST OF THE CENTERLINE OF THE HIGHWAY
 HJ0288'AND BETWEEN THE CULTIVATED FIELD AND THE DRAINAGE DITCH.
 HJ0288'
 HJ0288'AZIMUTH MARK, STAMPED BACA 1953, IS A STANDARD DISK SET IN THE
 HJ0288'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH.
 HJ0288'TO REACH FROM THE STATION, GO NORTH ON THE HIGHWAY FOR 0.45
 HJ0288'MILE TO A CROSS ROAD AND THE AZIMUTH MARK ON THE LEFT IN THE
 HJ0288'SOUTHWEST ANGLE.  IT IS 25.0 FEET WEST OF THE NORTH-SOUTH ROAD
 HJ0288'AND 2.0 FEET EAST OF A POWER LINE GUY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0430 ***********************************************************************
 HK0430  DESIGNATION -  BACA
 HK0430  PID         -  HK0430
 HK0430  STATE/COUNTY-  CO/LAS ANIMAS
 HK0430  USGS QUAD   -  DELHI (1993)
 HK0430
 HK0430                         *CURRENT SURVEY CONTROL
 HK0430  ___________________________________________________________________
 HK0430* NAD 83(1992)-  37 41 45.60119(N)    104 05 00.20042(W)     ADJUSTED  
 HK0430* NAVD 88     -      1673.5    (meters)    5490.     (feet)  VERTCON   
 HK0430  ___________________________________________________________________
 HK0430  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 HK0430  GEOID HEIGHT-         -20.45  (meters)                     GEOID03
 HK0430
 HK0430  HORZ ORDER  -  FIRST
 HK0430
 HK0430.The horizontal coordinates were established by classical geodetic methods
 HK0430.and adjusted by the National Geodetic Survey in January 1993..
 HK0430
 HK0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0430
 HK0430.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0430
 HK0430.The geoid height was determined by GEOID03.
 HK0430
 HK0430;                    North         East     Units Scale Factor Converg.
 HK0430;SPC CO S     -   419,987.076 1,039,326.882   MT  0.99994829   +0 52 08.1
 HK0430;SPC CO S     - 1,377,907.60  3,409,858.28   sFT  0.99994829   +0 52 08.1
 HK0430;UTM  13      - 4,172,481.759   580,807.947   MT  0.99968043   +0 33 37.8
 HK0430
 HK0430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0430!SPC CO S     -   0.99974066  x   0.99994829  =   0.99968897
 HK0430!UTM  13      -   0.99974066  x   0.99968043  =   0.99942118
 HK0430
 HK0430:                Primary Azimuth Mark                     Grid Az
 HK0430:SPC CO S     -  DRY BLUFF                                032 08 53.9
 HK0430:UTM  13      -  DRY BLUFF                                032 27 24.2
 HK0430
 HK0430|---------------------------------------------------------------------|
 HK0430| PID    Reference Object                     Distance      Geod. Az  |
 HK0430|                                                           dddmmss.s |
 HK0430| HK0431 DRY BLUFF                           APPROX. 2.4 KM 0330102.0 |
 HK0430| CM8321 BACA RM 1                            10.367 METERS 19228     |
 HK0430| CM8322 BACA RM 2                            10.602 METERS 26218     |
 HK0430|---------------------------------------------------------------------|
 HK0430
 HK0430                          SUPERSEDED SURVEY CONTROL
 HK0430
 HK0430  NAD 83(1986)-  37 41 45.58404(N)    104 05 00.20397(W) AD(       ) 1
 HK0430  NAD 27      -  37 41 45.54000(N)    104 04 58.33900(W) AD(       ) 1
 HK0430  NGVD 29 (07/19/86) 1672.7    (m)         5488.     (f) VERT ANG       
 HK0430
 HK0430.Superseded values are not recommended for survey control.
 HK0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0430.See file dsdata.txt to determine how the superseded data were derived.
 HK0430
 HK0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB8080872482(NAD 83)
 HK0430_MARKER: DS = TRIANGULATION STATION DISK
 HK0430_SETTING: 0 = UNSPECIFIED SETTING
 HK0430
 HK0430  HISTORY     - Date     Condition        Report By
 HK0430  HISTORY     - 1952     MONUMENTED       CGS
 HK0430  HISTORY     - 1971     GOOD             NGS
 HK0430
 HK0430                          STATION DESCRIPTION
 HK0430
 HK0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LGT)
 HK0430'THE STATION IS LOCATED ABOUT 19 MILES WEST-SOUTHWEST OF TIMPAS,
 HK0430'10 MILES NORTH OF THATCHER AND 0.4 MILE WEST OF A PIPE-LINE
 HK0430'ROAD, ON THE NORTHEAST END AND HIGHEST POINT OF A MESA WHICH IS
 HK0430'THE HIGHEST POINT IN THE VICINITY.  IT IS THE NORTHEAST ONE OF
 HK0430'SEVERAL MESA KNOWN LOCALLY AS THE POITREY ARROYO HILLS.
 HK0430'
 HK0430'TO REACH THE STATION FROM THE POST OFFICE IN TIMPAS, GO WEST ON
 HK0430'U.S. HIGHWAY 350 FOR 22.1 MILES TO A CROSSROADS AND A SIGN ON
 HK0430'THE LEFT CANYON STATION 18.  TURN RIGHT, CROSSING THE RAILROAD
 HK0430'TRACKS AND KEEPING TO THE RIGHT OF A PIPE LINE PUMPING STATION
 HK0430'VILLAGE, AND FOLLOW THE MAIN ROAD (PIPE-LINE ROAD) FOR 7.8 MILES
 HK0430'TO A CATTLEGUARD IN AN EAST-WEST FENCE.  TURN LEFT KEEPING TO
 HK0430'THE SOUTH OF THE FENCE AND GO WEST ACROSS COUNTRY FOR 0.35 MILE
 HK0430'TO WHERE THE FENCE TURNS NORTH AND THE END OF TRUCK TRAVEL AT
 HK0430'THE BASE OF A MESA.  PACK WEST TO THE NORTHEAST EDGE OF THE
 HK0430'MESA AND THE STATION.  A 5-MINUTE PACK.
 HK0430'
 HK0430'THE STATION MARK, STAMPED BACA 1952, IS A STANDARD DISK BRAZED TO
 HK0430'THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS 7 INCHES ABOVE THE
 HK0430'GROUND.  IT IS 30 FEET NORTH OF A WHITE WITNESS POST AND 15 FEET
 HK0430'WEST OF WHERE THE MESA DROPS SHARPLY TO THE VALLEY FLOOR.
 HK0430'
 HK0430'REFERENCE MARK 1, STAMPED BACA NO 1 1952, IS A STANDARD DISK
 HK0430'BRAZED TO THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS 5 INCHES
 HK0430'ABOVE THE GROUND.  IT IS 20 FEET EAST OF A WHITE WITNESS POST, 4
 HK0430'FEET NORTHEAST OF A SMALL TREE AND ABOUT THE SAME ELEVATION AS THE
 HK0430'STATION MARK.
 HK0430'
 HK0430'REFERENCE MARK 2, STAMPED BACA NO 2 1952, IS A STANDARD DISK
 HK0430'BRAZED TO THE TOP OF A 3-INCH SOIL PIPE THAT PROJECTS 8 INCHES
 HK0430'ABOVE THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS THE STATION
 HK0430'MARK.
 HK0430'
 HK0430'TRIANGULATION STATION DRY BLUFF (USGS) IS USED AS THE AZIMUTH
 HK0430'MARK FOR THIS STATION.
 HK0430
 HK0430                          STATION RECOVERY (1971)
 HK0430
 HK0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JVT)
 HK0430'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 HK0430'DESCRIBED.  THE STATION CAN BE DRIVEN WITH A 2 WHEEL DRIVE VEHICLE
 HK0430'BY CONTINUING WESTERLY AROUND THE SOUTH SIDE OF THE MESA, TO
 HK0430'A LONG DRAW ON THE WEST SIDE OF THE MESA, THEN EASTERLY TO THE
 HK0430'TOP OF THE MESA AND STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1112 ***********************************************************************
 JK1112  DESIGNATION -  BACULITE
 JK1112  PID         -  JK1112
 JK1112  STATE/COUNTY-  CO/PUEBLO
 JK1112  USGS QUAD   -  NORTHEAST PUEBLO (1974)
 JK1112
 JK1112                         *CURRENT SURVEY CONTROL
 JK1112  ___________________________________________________________________
 JK1112* NAD 83(1992)-  38 20 00.73797(N)    104 32 51.33284(W)     ADJUSTED  
 JK1112* NAVD 88     -      1592.5    (meters)    5225.     (feet)  VERTCON   
 JK1112  ___________________________________________________________________
 JK1112  LAPLACE CORR-          -6.21  (seconds)                    DEFLEC99
 JK1112  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 JK1112
 JK1112  HORZ ORDER  -  THIRD
 JK1112
 JK1112.The horizontal coordinates were established by classical geodetic methods
 JK1112.and adjusted by the National Geodetic Survey in January 1993..
 JK1112
 JK1112.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1112
 JK1112.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1112
 JK1112.The geoid height was determined by GEOID03.
 JK1112
 JK1112;                    North         East     Units Scale Factor Converg.
 JK1112;SPC CO S     -   490,225.794   997,670.999   MT  0.99998331   +0 35 03.1
 JK1112;SPC CO S     - 1,608,349.13  3,273,192.27   sFT  0.99998331   +0 35 03.1
 JK1112;UTM  13      - 4,242,919.665   539,539.695   MT  0.99961925   +0 16 50.2
 JK1112
 JK1112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1112!SPC CO S     -   0.99975323  x   0.99998331  =   0.99973654
 JK1112!UTM  13      -   0.99975323  x   0.99961925  =   0.99937257
 JK1112
 JK1112:                Primary Azimuth Mark                     Grid Az
 JK1112:SPC CO S     -  K 349                                    141 58 12.7
 JK1112:UTM  13      -  K 349                                    142 16 25.6
 JK1112
 JK1112|---------------------------------------------------------------------|
 JK1112| PID    Reference Object                     Distance      Geod. Az  |
 JK1112|                                                           dddmmss.s |
 JK1112| JK0019 K 349                               APPROX. 7.0 KM 1423315.8 |
 JK1112|---------------------------------------------------------------------|
 JK1112
 JK1112                          SUPERSEDED SURVEY CONTROL
 JK1112
 JK1112  NAD 83(1986)-  38 20 00.72588(N)    104 32 51.33017(W) AD(       ) 3
 JK1112  NAD 27      -  38 20 00.72516(N)    104 32 49.42926(W) AD(       ) 3
 JK1112  NGVD 29 (07/19/86) 1591.6    (m)         5222.     (f) VERT ANG       
 JK1112
 JK1112.Superseded values are not recommended for survey control.
 JK1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1112.See file dsdata.txt to determine how the superseded data were derived.
 JK1112
 JK1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC3954042920(NAD 83)
 JK1112
 JK1112  HISTORY     - Date     Condition        Report By
 JK1112  HISTORY     - 1955     MONUMENTED       USGS
 JK1112  HISTORY     - 1961     GOOD             USGS
 JK1112
 JK1112                          STATION DESCRIPTION
 JK1112
 JK1112'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 JK1112'THE STATION IS LOCATED IN PUEBLO COUNTY, COLORADO, NEAR THE SOUTHERN
 JK1112'TIP OF BACULITE MESA, IT IS 5.8 MI. (AIRLINE) NE. OF THE CITY HALL IN
 JK1112'PUEBLO, COLORADO, IT IS 8.2 MI. (AIRLINE) SE. OF PINON, COLORADO, 6.6
 JK1112'MI. (AIRLINE) NE. OF THE JUNCTION OF FOUNTAIN CREEK AND THE ARKANSAS
 JK1112'RIVER.
 JK1112'
 JK1112'TO REACH STATION FROM THE CITY HALL IN PUEBLO, COLORADO, PROCEED
 JK1112'NORTHWARD ALONG GRAND AVENUE FOR 1.9 MI. TO THE INTERSECTION OF
 JK1112'GRAND AVENUE AND 24TH ST., TURN RIGHT AND GO E. ALONG 24TH ST. FOR
 JK1112'0.3 MI. TO THE INTERSECTION OF 24TH ST. AND U.S. HIGHWAYS 85-87,
 JK1112'TURN LEFT AND GO N. ALONG U.S. HIGHWAYS 85-87 FOR 11.8 MI. TO THE
 JK1112'INTERSECTION OF U.S. HIGHWAYS 85-87 AND A GRAVEL RD. (THIS GRAVEL
 JK1112'RD. IS 1.0 MI. N. OF PINON, COLORADO), TURN RIGHT AND GO E. ACROSS
 JK1112'FOUNTAIN CREEK FOR 0.9 MI. TO THE INTERSECTION WITH A N-S. RD.,
 JK1112'TURN RIGHT AND GO S. ALONG DIRT RD. FOR 1.1 MI. TO THE INTERSECTION
 JK1112'WITH A T-RD. E., TURN LEFT AND GO E. ALONG DIRT RD. FOR 3.6 MI. TO
 JK1112'A RD. FORKS AND AN IRON GATE, TURN RIGHT AND GO ALONG RD. IN A
 JK1112'SOUTHWARD DIRECTION FOR 0.4 MI. TO ANOTHER RD. FORKS, TAKE THE
 JK1112'RIGHT OF TWO RDS. AND CONTINUE IN A SOUTHWESTERLY DIRECTION FOR
 JK1112'1.4 MI. TO ANOTHER GATE NEAR FARM HOUSE, CONTINUE THROUGH GATE
 JK1112'AND ALONG RD. IN A SOUTHWESTERLY DIRECTION FOR 4.1 MI. TO A RD.
 JK1112'FORKS ABOUT 200 FT. NW. OF CORRAL, TAKE THE LEFT OF TWO RDS. AND
 JK1112'PROCEED IN A SOUTHERN DIRECTION FOR 0.8 MI. TO A SECOND RD. FORKS,
 JK1112'TAKE THE LEFT OF THE TWO RDS. (THE LEFT RD. IS THE DIMMER OF THE
 JK1112'TWO) AND CONTINUE IN A SE. DIRECTION FOR 0.9 MI. TO THE INTERSECTION
 JK1112'WITH AN E-W. RD., TURN RIGHT AND GO W. FOR 200 FT., TURN LEFT AND
 JK1112'GO S. FOR 0.8 MI. TO THE STATION ---BACULITE---.
 JK1112'
 JK1112'STATION MARK--STANDARD TABLET, STAMPED ---BACULITE 1955---, AND SET
 JK1112'IN TOP OF A CONCRETE POST, PROJECTING 0.1 FT. ABOVE GROUND.
 JK1112'
 JK1112'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1022 ***********************************************************************
 JK1022  DESIGNATION -  BADGER
 JK1022  PID         -  JK1022
 JK1022  STATE/COUNTY-  CO/PUEBLO
 JK1022  USGS QUAD   -  VINELAND (1974)
 JK1022
 JK1022                         *CURRENT SURVEY CONTROL
 JK1022  ___________________________________________________________________
 JK1022* NAD 83(1992)-  38 10 34.48915(N)    104 23 33.42628(W)     ADJUSTED  
 JK1022* NAVD 88     -      1481.6    (meters)    4861.     (feet)  VERTCON   
 JK1022  ___________________________________________________________________
 JK1022  LAPLACE CORR-          -5.81  (seconds)                    DEFLEC99
 JK1022  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 JK1022
 JK1022  HORZ ORDER  -  THIRD
 JK1022
 JK1022.The horizontal coordinates were established by classical geodetic methods
 JK1022.and adjusted by the National Geodetic Survey in January 1993..
 JK1022
 JK1022.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1022
 JK1022.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1022
 JK1022.The geoid height was determined by GEOID03.
 JK1022
 JK1022;                    North         East     Units Scale Factor Converg.
 JK1022;SPC CO S     -   472,917.344 1,011,426.791   MT  0.99996317   +0 40 45.3
 JK1022;SPC CO S     - 1,551,562.99  3,318,322.73   sFT  0.99996317   +0 40 45.3
 JK1022;UTM  13      - 4,225,544.571   553,198.840   MT  0.99963485   +0 22 31.5
 JK1022
 JK1022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1022!SPC CO S     -   0.99977070  x   0.99996317  =   0.99973388
 JK1022!UTM  13      -   0.99977070  x   0.99963485  =   0.99940563
 JK1022
 JK1022:                Primary Azimuth Mark                     Grid Az
 JK1022:SPC CO S     -  AVONDALE                                 065 16 16.5
 JK1022:UTM  13      -  AVONDALE                                 065 34 30.3
 JK1022
 JK1022|---------------------------------------------------------------------|
 JK1022| PID    Reference Object                     Distance      Geod. Az  |
 JK1022|                                                           dddmmss.s |
 JK1022| JK1019 AVONDALE                            APPROX. 4.9 KM 0655701.8 |
 JK1022|---------------------------------------------------------------------|
 JK1022
 JK1022                          SUPERSEDED SURVEY CONTROL
 JK1022
 JK1022  NAD 83(1986)-  38 10 34.47455(N)    104 23 33.42069(W) AD(       ) 3
 JK1022  NAD 27      -  38 10 34.46477(N)    104 23 31.52558(W) AD(       ) 3
 JK1022  NGVD 29 (07/19/86) 1480.8    (m)         4858.     (f) VERT ANG       
 JK1022
 JK1022.Superseded values are not recommended for survey control.
 JK1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1022.See file dsdata.txt to determine how the superseded data were derived.
 JK1022
 JK1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5319925545(NAD 83)
 JK1022
 JK1022  HISTORY     - Date     Condition        Report By
 JK1022  HISTORY     - 1955     MONUMENTED       USGS
 JK1022  HISTORY     - 1960     GOOD             USGS
 JK1022
 JK1022                          STATION DESCRIPTION
 JK1022
 JK1022'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 JK1022'STONE WAS FOUND AS DESCRIBED.  STONE WAS BROKEN IN HALF AND BOLT
 JK1022'WAS MISSING.  STATION IS DEFINITELY DESTROYED.  NAME OF STATION
 JK1022'DESTROYED ---BADGER HILL---.
 JK1022'
 JK1022'THIS STATION REPLACES OLD USGS STATION ---BADGER HILL---.
 JK1022'
 JK1022'STATION IS LOCATED ABOUT 5 MI. S. AND 4 MI. E. OF VINELAND, COLORADO,
 JK1022'IN SEC. 36, T 21 S, R 63 W, ON THE SW. POINT OF A PROMINENT RIDGE.
 JK1022'
 JK1022'TO REACH THE STATION FROM VINELAND, COLORADO, GO S. FROM U.S. HIGHWAY
 JK1022'50 ON 36TH LANE 1.2 MI. TO SOUTH ROAD, THENCE LEFT (E.) ALONG SOUTH
 JK1022'ROAD 2.0 MI. TO 40TH LANE, THENCE S. ALONG 40TH LANE 1.0 MI. TO
 JK1022'OLSON ROAD, THENCE E. ALONG OLSON ROAD 0.7 MI. TO 41-1/2 LANE, THENCE
 JK1022'S. ALONG 41-1/2 LANE 0.7 MI. TO A Y-FORK IN RD. E. OF A FARM HOUSE,
 JK1022'THENCE S. ALONG W. SIDE OF AN IRRIGATION DITCH FOR 0.3 MI., CROSS
 JK1022'DITCH ON WOODEN CULVERT, THENCE S. ALONG DITCH ABOUT 100 FT. TO AN
 JK1022'IRON GATE UNDER A TELEPHONE LINE, THENCE SE. ALONG TELEPHONE LINE RD.
 JK1022'1.0 MI. TO CROSSROAD AT A POWER LINE, THENCE E. ALONG POWER LINE RD.
 JK1022'0.6 MI. TO A POINT JUST N. OF A PROMINENT RIDGE ON RIGHT, THENCE S.
 JK1022'0.6 MI. TO SW. POINT OF RIDGE AND STATION.
 JK1022'
 JK1022'STATION MARK--A USGS STANDARD TABLET, STAMPED ---BADGER 1955---, AND
 JK1022'SET IN THE TOP OF A CONCRETE POST, PROJECTING 0.1 FT. ABOVE GROUND.
 JK1022'
 JK1022'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1314 ***********************************************************************
 JK1314  DESIGNATION -  BADGER
 JK1314  PID         -  JK1314
 JK1314  STATE/COUNTY-  CO/FREMONT
 JK1314  USGS QUAD   -  JACK HALL MOUNTAIN (1983)
 JK1314
 JK1314                         *CURRENT SURVEY CONTROL
 JK1314  ___________________________________________________________________
 JK1314* NAD 83(1992)-  38 32 36.89200(N)    105 47 15.89161(W)     ADJUSTED  
 JK1314* NAVD 88     -      3364.5    (meters)   11038.     (feet)  VERTCON   
 JK1314  ___________________________________________________________________
 JK1314  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 JK1314  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 JK1314
 JK1314  HORZ ORDER  -  THIRD
 JK1314
 JK1314.The horizontal coordinates were established by classical geodetic methods
 JK1314.and adjusted by the National Geodetic Survey in January 1993..
 JK1314
 JK1314.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1314
 JK1314.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1314
 JK1314.The geoid height was determined by GEOID03.
 JK1314
 JK1314;                    North         East     Units Scale Factor Converg.
 JK1314;SPC CO C     -   383,683.236   889,316.406   MT  0.99998292   -0 10 53.3
 JK1314;SPC CO C     - 1,258,800.75  2,917,698.91   sFT  0.99998292   -0 10 53.3
 JK1314;UTM  13      - 4,266,423.341   431,350.999   MT  0.99965803   -0 29 27.1
 JK1314
 JK1314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1314!SPC CO C     -   0.99947466  x   0.99998292  =   0.99945758
 JK1314!UTM  13      -   0.99947466  x   0.99965803  =   0.99913287
 JK1314
 JK1314:                Primary Azimuth Mark                     Grid Az
 JK1314:SPC CO C     -  BERNARD                                  157 16 20.0
 JK1314:UTM  13      -  BERNARD                                  157 34 53.8
 JK1314
 JK1314|---------------------------------------------------------------------|
 JK1314| PID    Reference Object                     Distance      Geod. Az  |
 JK1314|                                                           dddmmss.s |
 JK1314| JK1295 BERNARD                             APPROX.14.3 KM 1570526.7 |
 JK1314|---------------------------------------------------------------------|
 JK1314
 JK1314                          SUPERSEDED SURVEY CONTROL
 JK1314
 JK1314  NAD 83(1986)-  38 32 36.88384(N)    105 47 15.89507(W) AD(       ) 3
 JK1314  NAD 27      -  38 32 36.89907(N)    105 47 13.85121(W) AD(       ) 3
 JK1314  NGVD 29 (07/19/86) 3362.9    (m)        11033.     (f) VERT ANG       
 JK1314
 JK1314.Superseded values are not recommended for survey control.
 JK1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1314.See file dsdata.txt to determine how the superseded data were derived.
 JK1314
 JK1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC3135166423(NAD 83)
 JK1314_MARKER: DD = SURVEY DISK
 JK1314_SETTING: 66 = SET IN ROCK OUTCROP
 JK1314_SP_SET: SET IN ROCK OUTCROP
 JK1314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK1314+STABILITY: POSITION/ELEVATION WELL
 JK1314
 JK1314  HISTORY     - Date     Condition        Report By
 JK1314  HISTORY     - 1957     MONUMENTED       USGS
 JK1314
 JK1314                          STATION DESCRIPTION
 JK1314
 JK1314'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 JK1314'STATION IS LOCATED ABOUT 10.6 MI. (AIRLINE) E. OF SALIDA, COLORADO,
 JK1314'ABOUT 6.6 MI. (AIRLINE) NNE. OF HOWARD, COLORADO, ON A HIGH TIMBERED
 JK1314'TOP, ON A RIDGE BETWEEN BADGER CREEK AND RED GULCH, AND N. OF LITTLE
 JK1314'BADGER CREEK.  STATION IS LIMESTONE CAP AT THE SW. END OF THIS HIGH
 JK1314'RIDGE, IN T 50 N, R 75 W.  STATION REACHED VIA HELICOPTER.
 JK1314'
 JK1314'STATION MARK--STANDARD USGS TABLET, STAMPED ---BADGER 1957---, SET
 JK1314'IN TOP OF LIMESTONE OUTCROP.
 JK1314'
 JK1314'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0553 ***********************************************************************
 KJ0553  DESIGNATION -  BADGER
 KJ0553  PID         -  KJ0553
 KJ0553  STATE/COUNTY-  CO/ARAPAHOE
 KJ0553  USGS QUAD   -  NOONEN RESERVOIR SW (1969)
 KJ0553
 KJ0553                         *CURRENT SURVEY CONTROL
 KJ0553  ___________________________________________________________________
 KJ0553* NAD 83(1992)-  39 35 44.74819(N)    103 52 56.10062(W)     ADJUSTED  
 KJ0553* NAVD 88     -      1646.     (meters)    5400.     (feet)  SCALED    
 KJ0553  ___________________________________________________________________
 KJ0553  LAPLACE CORR-          -4.78  (seconds)                    DEFLEC99
 KJ0553  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 KJ0553
 KJ0553  HORZ ORDER  -  FIRST
 KJ0553
 KJ0553.The horizontal coordinates were established by classical geodetic methods
 KJ0553.and adjusted by the National Geodetic Survey in January 1993..
 KJ0553
 KJ0553.The orthometric height was scaled from a topographic map.
 KJ0553
 KJ0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0553
 KJ0553.The geoid height was determined by GEOID03.
 KJ0553
 KJ0553;                    North         East     Units Scale Factor Converg.
 KJ0553;SPC CO C     -   501,684.777 1,053,347.800   MT  0.99997313   +1 01 13.1
 KJ0553;SPC CO C     - 1,645,944.14  3,455,858.57   sFT  0.99997313   +1 01 13.1
 KJ0553;UTM  13      - 4,383,489.178   595,972.169   MT  0.99971340   +0 42 44.9
 KJ0553
 KJ0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0553!SPC CO C     -   0.99974486  x   0.99997313  =   0.99971800
 KJ0553!UTM  13      -   0.99974486  x   0.99971340  =   0.99945834
 KJ0553
 KJ0553|---------------------------------------------------------------------|
 KJ0553| PID    Reference Object                     Distance      Geod. Az  |
 KJ0553|                                                           dddmmss.s |
 KJ0553| CP7342 BADGER RM 1                          16.576 METERS 08901     |
 KJ0553| CP7343 BADGER RM 2                          26.303 METERS 13627     |
 KJ0553| KJ0515 LIMON RADIO MAST                    APPROX.28.8 KM 1422731.0 |
 KJ0553| KJ0535 LIMON ATT RELAY TOWER               APPROX.26.0 KM 1642511.5 |
 KJ0553| CP7341 BADGER AZ MK                                       2690749.2 |
 KJ0553|---------------------------------------------------------------------|
 KJ0553
 KJ0553                          SUPERSEDED SURVEY CONTROL
 KJ0553
 KJ0553  NAD 83(1986)-  39 35 44.74169(N)    103 52 56.09814(W) AD(       ) 1
 KJ0553  NAD 27      -  39 35 44.80698(N)    103 52 54.24719(W) AD(       ) 1
 KJ0553
 KJ0553.Superseded values are not recommended for survey control.
 KJ0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0553.See file dsdata.txt to determine how the superseded data were derived.
 KJ0553
 KJ0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED9597283489(NAD 83)
 KJ0553_MARKER: DS = TRIANGULATION STATION DISK
 KJ0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0553
 KJ0553  HISTORY     - Date     Condition        Report By
 KJ0553  HISTORY     - 1960     MONUMENTED       CGS
 KJ0553  HISTORY     - 1970     GOOD             NGS
 KJ0553
 KJ0553                          STATION DESCRIPTION
 KJ0553
 KJ0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KJ0553'THE STATION IS ABOUT 9-1/4 MILES EAST AND 1-1/2 MILES SOUTH OF
 KJ0553'DEER TRAIL, ON THE NORTH RIGHT-OF-WAY OF AN ABANDONED EAST-WEST
 KJ0553'SECTION LINE ROAD.
 KJ0553'
 KJ0553'TO REACH THE STATION FROM THE POST OFFICE IN DEER TRAIL GO
 KJ0553'SOUTHEAST ON U.S. HIGHWAYS 40 AND 287 FOR 1.5 MILES TO A CROSSROAD
 KJ0553'(ROAD RIGHT LEADS TO A RANCH), TURN LEFT GO EAST ON THE GRADED
 KJ0553'ROAD FOR 6.7 MILES TO A WIRE GATE JUST EAST FROM WHERE THE MAIN
 KJ0553'ROAD TURNS SOUTH.  PASS THRU THE WIRE GATE AND GO EAST ON THE
 KJ0553'TRACK ROAD FOR 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 KJ0553'CONTINUE EAST ON THE TRACK ROAD FOR 0.55 MILE TO A WIRE GATE, PASS
 KJ0553'THRU GATE AND CONTINUE EAST ON THE TRACK ROAD FOR 0.65 MILE TO THE
 KJ0553'STATION ON THE LEFT, JUST BEFORE REACHING A JOG IN THE EAST-WEST
 KJ0553'FENCE LINE.
 KJ0553'
 KJ0553'THE STATION MARK, STAMPED BADGER 1960, IS A STANDARD DISK SET
 KJ0553'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 5
 KJ0553'INCHES.  IT IS 75 FEET NORTH OF THE CENTER OF THE TRACK ROAD
 KJ0553'AND 3-1/2 FEET SOUTH OF THE WITNESS POST AND EAST-WEST FENCE LINE.
 KJ0553'
 KJ0553'REFERENCE MARK NO. 1, STAMPED BADGER NO 1 1960, IS A STANDARD
 KJ0553'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 KJ0553'5 INCHES.  IT IS 54 FEET EAST OF THE WITNESS POST AND 3 FEET
 KJ0553'SOUTHWEST OF THE FENCE CORNER.
 KJ0553'
 KJ0553'REFERENCE MARK NO. 2, STAMPED BADGER NO 2 1960, IS A STANDARD
 KJ0553'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 KJ0553'4 INCHES.  IT IS 13 FEET NORTHWEST OF THE CENTER OF THE WIRE GATE
 KJ0553'AND 2 FEET WEST OF THE JOG IN THE FENCE LINE.
 KJ0553'
 KJ0553'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 63.7 FEET.
 KJ0553'
 KJ0553'THE AZIMUTH MARK, STAMPED BADGER 1960, IS A STANDARD DISK SET
 KJ0553'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 3
 KJ0553'INCHES.  IT IS 20 FEET SOUTH OF THE CENTER OF THE TRACK ROAD,
 KJ0553'5 FEET NORTHWEST OF THE WITNESS POST AND 1 FOOT NORTH OF AN
 KJ0553'EAST-WEST FENCE LINE.
 KJ0553
 KJ0553                          STATION RECOVERY (1970)
 KJ0553
 KJ0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CLN)
 KJ0553'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE
 KJ0553'TO REFERENCE MARK 1 CHECKED ADEQUATELY BUT THE DISTANCE TO
 KJ0553'REFERENCE MARK 2 DIFFERED BY 0.019 METERS.  DIRECTION BETWEEN
 KJ0553'REFERENCE MARKS DIFFERED BY 2 MINUTES 19 SECONDS.  MARKS DID NOT
 KJ0553'APPEAR TO HAVE BEEN DISTURBED.
 KJ0553'
 KJ0553'STATION IS REACHED FROM THE POST OFFICE IN DEER TRAIL.  GO WEST
 KJ0553'FOR 1 BLOCK TO OLD U.S. HIGHWAYS 40 AND 287.  TURN LEFT AND GO
 KJ0553'SOUTHEAST ON THE OLD HIGHWAY TOWARD AGATE FOR 1.45 MILES TO A
 KJ0553'GRAVELED TRACK ROAD ON RIGHT AND A SURFACED ROAD ON LEFT.  TURN
 KJ0553'LEFT AND GO EAST ON SURFACED ROAD WHICH BECOMES GRAVELED,
 KJ0553'PASSING UNDER INTERSTATE HIGHWAY 70 FOR 6.55 MILES TO A POINT
 KJ0553'WHERE THE ROAD TURNS RIGHT, EAST JUNCTION OF COUNTY ROADS 42
 KJ0553'AND 245 AND A TRACK ROAD LEADING EAST.  CONTINUE EAST, PASSING
 KJ0553'THROUGH A WIRE GATE ON TRACK ROAD FOR 0.45 MILE TO THE AZIMUTH
 KJ0553'MARK ON THE RIGHT, AS DESCRIBED.  CONTINUE EAST ON THE TRACK
 KJ0553'ROAD FOR 0.5 MILE TO A FENCE CORNER.  CONTINUE EAST ALONG
 KJ0553'THE SOUTH SIDE OF A FENCELINE FOR 0.7 MILE TO TOP OF A RISE, A
 KJ0553'JOG IN FENCELINE, A WIRE GATE AND THE STATION AS DESCRIBED.
 KJ0553'
 KJ0553'STATION IS A STANDARD STATION MARK DISK, STAMPED BADGER 1960, SET
 KJ0553'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 4
 KJ0553'INCHES.  MARK IS 3.4 FEET SOUTH OF A METAL WITNESS POST AND AN
 KJ0553'EAST-WEST FENCELINE.
 KJ0553'
 KJ0553'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED
 KJ0553'BADGER NO 1 1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 KJ0553'PROJECTING ABOUT 4 INCHES.  MARK IS 1.8 FEET SOUTHWEST OF A FENCE
 KJ0553'CORNER POST.
 KJ0553'
 KJ0553'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED BADGER
 KJ0553'NO 2 1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 KJ0553'ABOUT 3 INCHES.  MARK IS 3.5 FEET NORTH-NORTHWEST OF THE NORTH GATE
 KJ0553'POST OF A WIRE GATE AND 2 FEET SOUTH OF A NORTH-SOUTH FENCELINE.
 KJ0553'
 KJ0553'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED BADGER
 KJ0553'1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT
 KJ0553'1 INCH.  MARK IS 18 FEET SOUTH OF THE APPROXIMATE CENTER OF THE
 KJ0553'TRACK ROAD AND 1.6 FEET SOUTH OF A METAL WITNESS POST WITH A METAL
 KJ0553'WITNESS SIGN ATTACHED.
 KJ0553'
 KJ0553'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KJ0553'9 MILES EAST OF DEER TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5145 ***********************************************************************
 AC5145  DESIGNATION -  BADGES
 AC5145  PID         -  AC5145
 AC5145  STATE/COUNTY-  CO/PUEBLO
 AC5145  USGS QUAD   -  AVONDALE (1974)
 AC5145
 AC5145                         *CURRENT SURVEY CONTROL
 AC5145  ___________________________________________________________________
 AC5145* NAD 83(1992)-  38 10 05.57290(N)    104 21 00.82122(W)     ADJUSTED  
 AC5145* NAVD 88     -      1415.5    (meters)    4644.     (feet)  GPS OBS   
 AC5145  ___________________________________________________________________
 AC5145  X           -  -1,244,697.036 (meters)                     COMP
 AC5145  Y           -  -4,865,316.957 (meters)                     COMP
 AC5145  Z           -   3,921,002.788 (meters)                     COMP
 AC5145  LAPLACE CORR-          -5.72  (seconds)                    DEFLEC99
 AC5145  ELLIP HEIGHT-        1395.48  (meters)          (12/03/02) GPS OBS
 AC5145  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 AC5145
 AC5145  HORZ ORDER  -  FIRST
 AC5145  ELLP ORDER  -  FOURTH    CLASS II
 AC5145
 AC5145.The horizontal coordinates were established by GPS observations
 AC5145.and adjusted by the National Geodetic Survey in January 1997..
 AC5145
 AC5145.The orthometric height was determined by GPS observations and a
 AC5145.high-resolution geoid model.
 AC5145
 AC5145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5145
 AC5145.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5145
 AC5145.The ellipsoidal height was determined by GPS observations
 AC5145.and is referenced to NAD 83.
 AC5145
 AC5145.The geoid height was determined by GEOID03.
 AC5145
 AC5145;                    North         East     Units Scale Factor Converg.
 AC5145;SPC CO S     -   472,070.736 1,015,151.672   MT  0.99996235   +0 42 18.9
 AC5145;SPC CO S     - 1,548,785.41  3,330,543.44   sFT  0.99996235   +0 42 18.9
 AC5145;UTM  13      - 4,224,678.509   556,917.969   MT  0.99963990   +0 24 05.6
 AC5145
 AC5145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5145!SPC CO S     -   0.99978108  x   0.99996235  =   0.99974344
 AC5145!UTM  13      -   0.99978108  x   0.99963990  =   0.99942106
 AC5145
 AC5145                          SUPERSEDED SURVEY CONTROL
 AC5145
 AC5145  ELLIP H (01/17/97) 1395.48   (m)                       GP(       ) 1 1
 AC5145
 AC5145.Superseded values are not recommended for survey control.
 AC5145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5145.See file dsdata.txt to determine how the superseded data were derived.
 AC5145
 AC5145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5691824679(NAD 83)
 AC5145_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5145_STAMPING: BADGES 1995
 AC5145_MARK LOGO: NGS   
 AC5145_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC5145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5145+STABILITY: SURFACE MOTION
 AC5145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5145+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5145
 AC5145  HISTORY     - Date     Condition        Report By
 AC5145  HISTORY     - 1995     MONUMENTED       CO-101
 AC5145
 AC5145                          STATION DESCRIPTION
 AC5145
 AC5145'DESCRIBED BY PUEBLO COUNTY COLORADO 1995 (KCH)
 AC5145'THE STATION IS LOCATED ABOUT 16.1 MI (25.9 KM) EAST-SOUTHEAST OF
 AC5145'DOWNTOWN PUEBLO AND 4.75 MI (7.64 KM) SOUTH OF AVONDALE IN THE
 AC5145'NORTHEAST 1/4 OF SEC 5 T22S R62W W OF THE 6TH.  OWNERSHIP--PUEBLO
 AC5145'COUNTY RIGHT-OR-WAY. TO REACH THE THE STATION FROM THE INTERSECTION OF
 AC5145'US HWY 50 AND AVONDALE BLVD, GO SOUTH 1.6 MI (2.6 KM) ON AVONDALE BLVD
 AC5145'TO THE INTERSECTION WITH OLSON ROAD.  CONTINUE SOUTH 0.45 MI (0.72 KM)
 AC5145'ON AVONDALE BLVD TO A Y IN THE ROAD.  TAKE THE LEFT FORK, SOUTHEAST
 AC5145'AND THEN SOUTH AND SOUTHWEST, ON AVONDALE BLVD AS IT PASSES THRU A SET
 AC5145'OF SMALL HILLS.  CONTINUE SOUTH 1.6 MI (2.6 KM) TO THE RESIDENCE AT
 AC5145'3263 AVONDALE BLVD.  THE STATION IS LOCATED EAST ACROSS AVONDALE BLVD
 AC5145'FROM THE RESIDENCE ON THE EAST EDGE OF THE RIGHT-OF-WAY. THE MARK IS A
 AC5145'STANDARD NGS BRASS DISK SET IN A CYLANDRICAL CONCRETE MASS 1.5 FT (0.5
 AC5145'M) IN DIAMETER AND 5 FT (1.5 M) DEEP PROJECTING 1 CM ABOVE THE GROUND.
 AC5145'IT IS 6.7 M (22.0 FT) EAST OF THE CENTER OF AVONDALE BLVD, 29.3 M
 AC5145'(96.1 FT) NORTHEAST OF THE MAILBOX AT 3263 AVONDALE BLVD,  0.6 M (2.0
 AC5145'FT) WEST OF A N-S FENCE, 1.5 M (4.9 FT) NORTH OF A CARCENITE WITNESS
 AC5145'POST, 1.1 M (3.6 FT) SOUTH OF A CARSONITE WITNESS POST AND ABOUT 0.3 M
 AC5145'(1.0 FT) ABOVE THE ROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0691 ***********************************************************************
 LM0691  DESIGNATION -  BAIERL
 LM0691  PID         -  LM0691
 LM0691  STATE/COUNTY-  CO/ROUTT
 LM0691  USGS QUAD   -  DUNCKLEY (1973)
 LM0691
 LM0691                         *CURRENT SURVEY CONTROL
 LM0691  ___________________________________________________________________
 LM0691* NAD 83(1992)-  40 21 27.10185(N)    107 13 27.51175(W)     ADJUSTED  
 LM0691* NAVD 88     -      2542.     (meters)    8340.     (feet)  SCALED    
 LM0691  ___________________________________________________________________
 LM0691  LAPLACE CORR-           4.69  (seconds)                    DEFLEC99
 LM0691  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 LM0691
 LM0691  HORZ ORDER  -  THIRD
 LM0691
 LM0691.The horizontal coordinates were established by classical geodetic methods
 LM0691.and adjusted by the National Geodetic Survey in January 1993..
 LM0691
 LM0691.The orthometric height was scaled from a topographic map.
 LM0691
 LM0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0691
 LM0691.The geoid height was determined by GEOID03.
 LM0691
 LM0691;                    North         East     Units Scale Factor Converg.
 LM0691;SPC CO N     -   419,942.122   767,942.563   MT  0.99995858   -1 06 50.9
 LM0691;SPC CO N     - 1,377,760.11  2,519,491.56   sFT  0.99995858   -1 06 50.9
 LM0691;UTM  13      - 4,469,815.376   311,119.849   MT  1.00003917   -1 26 26.8
 LM0691
 LM0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0691!SPC CO N     -   0.99960346  x   0.99995858  =   0.99956205
 LM0691!UTM  13      -   0.99960346  x   1.00003917  =   0.99964261
 LM0691
 LM0691                          SUPERSEDED SURVEY CONTROL
 LM0691
 LM0691  NAD 83(1992)-  40 21 27.10335(N)    107 13 27.49942(W) AD(       ) 3
 LM0691
 LM0691.Superseded values are not recommended for survey control.
 LM0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0691.See file dsdata.txt to determine how the superseded data were derived.
 LM0691
 LM0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE1112069815(NAD 83)
 LM0691_MARKER: DB = BENCH MARK DISK
 LM0691_SETTING: 0 = UNSPECIFIED SETTING
 LM0691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0691
 LM0691  HISTORY     - Date     Condition        Report By
 LM0691  HISTORY     - 1915     MONUMENTED       USGS
 LM0691  HISTORY     - 1971     MARK NOT FOUND   USGS
 LM0691
 LM0691                          STATION DESCRIPTION
 LM0691
 LM0691'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 LM0691'ON DIVIDE BETWEEN DRY CREEK ON THE W. AND SAGE CREEK ON THE E.
 LM0691'STATION IS ABOUT 1 MI. SW. OF THE HIGHEST PART ON THE DIVIDE KNOWN
 LM0691'AS WILLIAMS FORK MOUNTAIN AND IS ABOUT 1 MI. W. OF POINT WHERE THE
 LM0691'RD. LEADING FROM HAYDEN UP SAGE CREEK CROSSES THE DIVIDE BETWEEN
 LM0691'THAT CREEK AND WILLOW CREEK, ABOUT 3.5 MI. NW. OF DUNKLEY POST
 LM0691'OFFICE.  FOLLOW RD. FROM HAYDEN TO DUNKLEY UP SAGE CREEK UNTIL
 LM0691'MR. JOHN BAIERLS HOUSE IS REACHED, WHICH IS THE LAST HOUSE ON
 LM0691'SAGE CREEK, GO THROUGH HIS FIELDS AND FOLLOW RIGHT HAND RD. TO
 LM0691'FOOT OF HILL, THEN BY COW TRAILS TO THE TOP.  STATION WILL BE
 LM0691'FOUND ON THE HIGHEST POINT OF HILL DUE W. OF MR. BAIERLS HOUSE,
 LM0691'ABOUT 1 MI.
 LM0691'
 LM0691'NOT RECOVERED BY USGS IN 1971.
 LM0691'
 LM0691'STATION MARK--STANDARD BENCH MARK TABLET SET IN STONE 8 BY 8 BY 24
 LM0691'IN., UNDER CENTER OF SIGNAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2069 ***********************************************************************
 KK2069  DESIGNATION -  BAILEY
 KK2069  PID         -  KK2069
 KK2069  STATE/COUNTY-  CO/PARK
 KK2069  USGS QUAD   -  BAILEY (1987)
 KK2069
 KK2069                         *CURRENT SURVEY CONTROL
 KK2069  ___________________________________________________________________
 KK2069* NAD 83(1992)-  39 24 54.46525(N)    105 27 35.12505(W)     ADJUSTED  
 KK2069* NAVD 88     -      2770.3    (meters)    9089.     (feet)  VERTCON   
 KK2069  ___________________________________________________________________
 KK2069  LAPLACE CORR-         -12.13  (seconds)                    DEFLEC99
 KK2069  GEOID HEIGHT-         -13.34  (meters)                     GEOID03
 KK2069
 KK2069  HORZ ORDER  -  THIRD
 KK2069
 KK2069.The horizontal coordinates were established by classical geodetic methods
 KK2069.and adjusted by the National Geodetic Survey in January 1993..
 KK2069
 KK2069.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2069
 KK2069.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2069
 KK2069.The geoid height was determined by GEOID03.
 KK2069
 KK2069;                    North         East     Units Scale Factor Converg.
 KK2069;SPC CO C     -   480,394.214   917,867.306   MT  0.99995090   +0 01 31.4
 KK2069;SPC CO C     - 1,576,093.35  3,011,369.65   sFT  0.99995090   +0 01 31.4
 KK2069;UTM  13      - 4,362,946.389   460,422.435   MT  0.99961929   -0 17 30.9
 KK2069
 KK2069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2069!SPC CO C     -   0.99956766  x   0.99995090  =   0.99951858
 KK2069!UTM  13      -   0.99956766  x   0.99961929  =   0.99918711
 KK2069
 KK2069                          SUPERSEDED SURVEY CONTROL
 KK2069
 KK2069  NAD 83(1986)-  39 24 54.45977(N)    105 27 35.12728(W) AD(       ) 3
 KK2069  NGVD 29 (03/12/92) 2769.0    (m)         9085.     (f) VERT ANG       
 KK2069
 KK2069.Superseded values are not recommended for survey control.
 KK2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2069.See file dsdata.txt to determine how the superseded data were derived.
 KK2069
 KK2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD6042262946(NAD 83)
 KK2069_MARKER: DD = SURVEY DISK
 KK2069_SETTING: 66 = SET IN ROCK OUTCROP
 KK2069_SP_SET: SET IN ROCK OUTCROP
 KK2069_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK2069+STABILITY: POSITION/ELEVATION WELL
 KK2069
 KK2069  HISTORY     - Date     Condition        Report By
 KK2069  HISTORY     - 1944     MONUMENTED       USGS
 KK2069
 KK2069                          STATION DESCRIPTION
 KK2069
 KK2069'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 KK2069'LOCATED ABOUT 1 MI. NE. OF BAILEY.
 KK2069'
 KK2069'TO REACH FROM BAILEY, GO TO TOP OF LONG GRADE TO N., THENCE SE. BY
 KK2069'RANCH RD. TO N. SIDE OF BAILEY MOUNTAIN.  STATION IS ON HIGHEST POINT.
 KK2069'
 KK2069'STATION MARK--STANDARD TABLET STAMPED ---BAILEY 1944---, SET IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2470 ***********************************************************************
 AB2470  DESIGNATION -  BAIR
 AB2470  PID         -  AB2470
 AB2470  STATE/COUNTY-  CO/GARFIELD
 AB2470  USGS QUAD   -  SHOSHONE (1987)
 AB2470
 AB2470                         *CURRENT SURVEY CONTROL
 AB2470  ___________________________________________________________________
 AB2470* NAD 83(1992)-  39 36 50.81786(N)    107 08 19.41388(W)     ADJUSTED  
 AB2470* NAVD 88     -      1869.     (meters)    6132.     (feet)  SCALED    
 AB2470  ___________________________________________________________________
 AB2470  X           -  -1,450,318.067 (meters)                     COMP
 AB2470  Y           -  -4,703,019.567 (meters)                     COMP
 AB2470  Z           -   4,046,254.826 (meters)                     COMP
 AB2470  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 AB2470  ELLIP HEIGHT-        1855.29  (meters)          (12/03/02) GPS OBS
 AB2470  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 AB2470
 AB2470  HORZ ORDER  -  FIRST
 AB2470  ELLP ORDER  -  FOURTH    CLASS II
 AB2470
 AB2470.The horizontal coordinates were established by GPS observations
 AB2470.and adjusted by the National Geodetic Survey in March 1996..
 AB2470
 AB2470.The orthometric height was scaled from a topographic map.
 AB2470
 AB2470.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2470
 AB2470.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2470
 AB2470.The ellipsoidal height was determined by GPS observations
 AB2470.and is referenced to NAD 83.
 AB2470
 AB2470.The geoid height was determined by GEOID03.
 AB2470
 AB2470;                    North         East     Units Scale Factor Converg.
 AB2470;SPC CO C     -   503,754.329   773,691.188   MT  0.99997594   -1 02 00.7
 AB2470;SPC CO C     - 1,652,733.99  2,538,351.84   sFT  0.99997594   -1 02 00.7
 AB2470;UTM  13      - 4,387,114.683   316,407.448   MT  1.00001500   -1 21 50.6
 AB2470
 AB2470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2470!SPC CO C     -   0.99970902  x   0.99997594  =   0.99968496
 AB2470!UTM  13      -   0.99970902  x   1.00001500  =   0.99972401
 AB2470
 AB2470                          SUPERSEDED SURVEY CONTROL
 AB2470
 AB2470  ELLIP H (03/28/96) 1855.28   (m)                       GP(       ) 1 2
 AB2470
 AB2470.Superseded values are not recommended for survey control.
 AB2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2470.See file dsdata.txt to determine how the superseded data were derived.
 AB2470
 AB2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD1640787115(NAD 83)
 AB2470_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2470_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB2470_SP_SET: BEARING WALL OF SMALL BRIDGE
 AB2470_STAMPING: BAIR 1994
 AB2470_MARK LOGO: NGS   
 AB2470_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2470+STABILITY: SURFACE MOTION
 AB2470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2470+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB2470
 AB2470  HISTORY     - Date     Condition        Report By
 AB2470  HISTORY     - 1994     MONUMENTED       NGS
 AB2470  HISTORY     - 20030725 GOOD             INDIV
 AB2470
 AB2470                          STATION DESCRIPTION
 AB2470
 AB2470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RSC)
 AB2470'THE STATION IS LOCATED ABOUT 11 MI (17.70 KM) NORTHEAST OF GLENWOOD
 AB2470'SPRINGS, 4.7 MI (7.56 KM) SOUTHWEST OF DOTSERO AND 1.35 MI (2.17 KM)
 AB2470'WEST OF THE EAGLE-GARFIELD COUNTY LINE, IN THE SOUTHWEST 1/4 OF
 AB2470'SECTION 15, T 5 S, R 87 W, AT INTERSTATE 70 MILEPOST 128.6.
 AB2470'OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION.
 AB2470' 
 AB2470'TO REACH THE STATION FROM INTERSTATE 70 AND EXIT 129 IN THE EAST END
 AB2470'OF GLENWOOD CANYON, EXIT INTERSTATE 70 AT EXIT 129 AND DRIVE TO THE
 AB2470'RESTROOM BUILDING AND THE STATION JUST SOUTH OF THE BUILDING IN A BIKE
 AB2470'PATH BRIDGE.
 AB2470' 
 AB2470'THE MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE WESTERN END OF
 AB2470'A BRIDGE ALONG THE CANYON BIKE PATH, SET FLUSH WITH THE BRIDGE.  IT IS
 AB2470'30.9 M (101.38 FT) EAST-NORTHEAST OF THE CENTER OF A BRIDGE OVER THE
 AB2470'COLORADO RIVER, 19.0 M (62.34 FT) SOUTH-SOUTHEAST OF THE CENTER OF
 AB2470'DOORS INTO THE RESTROOMS, 1.9 M (6.23 FT) NORTH-NORTHWEST OF A WITNESS
 AB2470'POST, 1.6 M (5.25 FT) SOUTHWEST OF THE NORTHWEST CORNER OF THE BRIDGE
 AB2470'AND 1.6 M (5.25 FT) NORTHEAST OF THE SOUTHWEST CORNER OF THE BRIDGE.
 AB2470
 AB2470                          STATION RECOVERY (2003)
 AB2470
 AB2470'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MSJ)
 AB2470'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0515 ***********************************************************************
 HM0515  DESIGNATION -  BAIRD
 HM0515  PID         -  HM0515
 HM0515  STATE/COUNTY-  CO/DOLORES
 HM0515  USGS QUAD   -  DOE CANYON (1993)
 HM0515
 HM0515                         *CURRENT SURVEY CONTROL
 HM0515  ___________________________________________________________________
 HM0515* NAD 83(1992)-  37 44 35.72406(N)    108 44 54.24095(W)     ADJUSTED  
 HM0515* NAVD 88     -      2341.     (meters)    7680.     (feet)  SCALED    
 HM0515  ___________________________________________________________________
 HM0515  LAPLACE CORR-           5.33  (seconds)                    DEFLEC99
 HM0515  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 HM0515
 HM0515  HORZ ORDER  -  FIRST
 HM0515
 HM0515.The horizontal coordinates were established by classical geodetic methods
 HM0515.and adjusted by the National Geodetic Survey in August 1993..
 HM0515
 HM0515.The orthometric height was scaled from a topographic map.
 HM0515
 HM0515.The Laplace correction was computed from DEFLEC99 derived deflections.
 HM0515
 HM0515.The geoid height was determined by GEOID03.
 HM0515
 HM0515;                    North         East     Units Scale Factor Converg.
 HM0515;SPC CO S     -   429,262.030   628,167.980   MT  0.99994665   -1 59 33.0
 HM0515;SPC CO S     - 1,408,337.18  2,060,914.45   sFT  0.99994665   -1 59 33.0
 HM0515;UTM  12      - 4,179,716.221   698,384.568   MT  1.00008478   +1 22 43.3
 HM0515
 HM0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0515!SPC CO S     -   0.99963572  x   0.99994665  =   0.99958238
 HM0515!UTM  12      -   0.99963572  x   1.00008478  =   0.99972046
 HM0515
 HM0515|---------------------------------------------------------------------|
 HM0515| PID    Reference Object                     Distance      Geod. Az  |
 HM0515|                                                           dddmmss.s |
 HM0515| CM6875 BAIRD RM 2                            4.326 METERS 03417     |
 HM0515| CM6874 BAIRD RM 1                            3.855 METERS 30334     |
 HM0515| CM6873 BAIRD AZ MK                                        3482131.2 |
 HM0515|---------------------------------------------------------------------|
 HM0515
 HM0515                          SUPERSEDED SURVEY CONTROL
 HM0515
 HM0515  NAD 83(1992)-  37 44 35.72568(N)    108 44 54.24086(W) AD(       ) 1
 HM0515  NAD 83(1986)-  37 44 35.71911(N)    108 44 54.24029(W) AD(       ) 1
 HM0515  NAD 27      -  37 44 35.76500(N)    108 44 51.87500(W) AD(       ) 1
 HM0515
 HM0515.Superseded values are not recommended for survey control.
 HM0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0515.See file dsdata.txt to determine how the superseded data were derived.
 HM0515
 HM0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG9838579716(NAD 83)
 HM0515_MARKER: DS = TRIANGULATION STATION DISK
 HM0515_SETTING: 66 = SET IN ROCK OUTCROP
 HM0515
 HM0515  HISTORY     - Date     Condition        Report By
 HM0515  HISTORY     - 1936     MONUMENTED       CGS
 HM0515  HISTORY     - 1954     GOOD             WESGEO
 HM0515
 HM0515                          STATION DESCRIPTION
 HM0515
 HM0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 HM0515'STATION IS LOCATED ON LINE BETWEEN SECS. 8 AND 9, T 40 N, R
 HM0515'17 W, ABOUT 3/4 MILE N OF THE MONTEZUMA NATIONAL FOREST BOUNDARY
 HM0515'LINE, AND ABOUT 1 MILE S AND 8-1/2 MILES E OF DOVE CREEK POST
 HM0515'OFFICE, AND ABOUT 4 MILES E AND 5-3/4 MILES N OF CAHONE POST
 HM0515'OFFICE, AND ABOUT 1 MILE S AND 2 MILES E OF THE BAIRD WATER
 HM0515'RESERVOIR.  ON A LOW OAK BRUSH COVERED RIDGE JUST W OF THE
 HM0515'DOLORES RIVER.  THERE IS A HIGHER AND TIMBER-COVERED RIDGE
 HM0515'TO THE N, BUT STATION IS LOCATED 1/2 MILE S OF THIS RIDGE
 HM0515'AT THE EDGE OF THE TALL PINE TIMBER.
 HM0515'
 HM0515'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 HM0515'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 HM0515'
 HM0515'AZIMUTH MARK IS 0.4 MILE N AND 50 YARDS W OF ROAD NEAR A
 HM0515'BLAZED TREE.
 HM0515'
 HM0515'REACHED FROM DOVE CREEK ON U.S. HIGHWAY 160 AS FOLLOWS--FROM
 HM0515'SITTON GARAGE IN DOVE CREEK GO E ON U.S. HIGHWAY 160 FOR 0.8
 HM0515'MILE TO A FORK AND A LARGE GRAVEL PILE ON THE N SIDE OF THE
 HM0515'HIGHWAY.  LEAVE U.S. HIGHWAY 160 HERE AND TAKE LEFT FORK AND
 HM0515'FOLLOW GRADED DIRT ROAD FOR 2.3 MILES TO A FORK, TAKE LEFT FORK
 HM0515'AND FOLLOW GRADED DIRT ROAD NE AND EASTERLY FOR 4.3 MILES TO
 HM0515'FOREST BOUNDARY LINE AND BAIRD RESERVOIR, CONTINUE ON
 HM0515'UNIMPROVED ROAD AROUND RESERVOIR, AND E FOR 0.25 MILE TO THREE
 HM0515'ROAD FORK, CONTINUE STRAIGHT AHEAD ON MIDDLE FORK
 HM0515'(MAIN-TRAVELED ROAD) E AND S THROUGH TIMBER FOR 2.3 MILES TO
 HM0515'STATION.
 HM0515
 HM0515                          STATION RECOVERY (1954)
 HM0515
 HM0515'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1954 (JH)
 HM0515'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0656 ***********************************************************************
 LM0656  DESIGNATION -  BAKER
 LM0656  PID         -  LM0656
 LM0656  STATE/COUNTY-  CO/MOFFAT
 LM0656  USGS QUAD   -  BAKERS PEAK (1973)
 LM0656
 LM0656                         *CURRENT SURVEY CONTROL
 LM0656  ___________________________________________________________________
 LM0656* NAD 83(1992)-  40 55 04.83690(N)    107 27 23.44560(W)     ADJUSTED  
 LM0656* NAVD 88     -      2879.9    (meters)    9448.     (feet)  VERTCON   
 LM0656  ___________________________________________________________________
 LM0656  LAPLACE CORR-          11.28  (seconds)                    DEFLEC99
 LM0656  GEOID HEIGHT-         -13.66  (meters)                     GEOID03
 LM0656
 LM0656  HORZ ORDER  -  SECOND
 LM0656
 LM0656.The horizontal coordinates were established by classical geodetic methods
 LM0656.and adjusted by the National Geodetic Survey in January 1997..
 LM0656
 LM0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0656
 LM0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0656
 LM0656.The geoid height was determined by GEOID03.
 LM0656
 LM0656;                    North         East     Units Scale Factor Converg.
 LM0656;SPC CO N     -   482,575.083   749,595.772   MT  1.00002463   -1 15 51.0
 LM0656;SPC CO N     - 1,583,248.42  2,459,298.80   sFT  1.00002463   -1 15 51.0
 LM0656;SPC WYEC     -   146,423.727   389,624.099   MT  0.99993882   -0 04 50.4
 LM0656;UTM  13      - 4,532,560.956   293,138.602   MT  1.00012671   -1 36 34.3
 LM0656
 LM0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0656!SPC CO N     -   0.99955060  x   1.00002463  =   0.99957522
 LM0656!SPC WYEC     -   0.99955060  x   0.99993882  =   0.99948944
 LM0656!UTM  13      -   0.99955060  x   1.00012671  =   0.99967725
 LM0656
 LM0656|---------------------------------------------------------------------|
 LM0656| PID    Reference Object                     Distance      Geod. Az  |
 LM0656|                                                           dddmmss.s |
 LM0656| CP5313 BAKER RM 1                           10.510 METERS 13041     |
 LM0656| CP5312 BAKER AZ MK                                        1792835.4 |
 LM0656| CP5314 BAKER RM 2                            4.943 METERS 30423     |
 LM0656|---------------------------------------------------------------------|
 LM0656
 LM0656                          SUPERSEDED SURVEY CONTROL
 LM0656
 LM0656  NAD 83(1992)-  40 55 04.83521(N)    107 27 23.44213(W) AD(       ) 2
 LM0656  NAD 83(1986)-  40 55 04.83204(N)    107 27 23.43774(W) AD(       ) 2
 LM0656  NAD 27      -  40 55 04.95200(N)    107 27 21.20400(W) AD(       ) 2
 LM0656  NGVD 29 (07/19/86) 2878.6    (m)         9444.     (f) VERT ANG       
 LM0656
 LM0656.Superseded values are not recommended for survey control.
 LM0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0656.See file dsdata.txt to determine how the superseded data were derived.
 LM0656
 LM0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF9313932561(NAD 83)
 LM0656_MARKER: DS = TRIANGULATION STATION DISK
 LM0656_SETTING: 80 = SET IN A BOULDER
 LM0656_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LM0656
 LM0656  HISTORY     - Date     Condition        Report By
 LM0656  HISTORY     - 1949     MONUMENTED       CGS
 LM0656
 LM0656                          STATION DESCRIPTION
 LM0656
 LM0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LM0656'THE STATION IS LOCATED ON THE HIGHEST POINT OF A HIGH AND VERY
 LM0656'POINTED MOUNTAIN, KNOWN AS BAKER MOUNTAIN, ABOUT 12 MILES AIR
 LM0656'LINE SOUTHEAST OF BAGGS, WYOMING AND ABOUT 7 MILES WEST OF THE
 LM0656'MOFFAT-ROUTT COUNTY LINE.  THE STATION MARK PROJECTS 10 INCHES
 LM0656'AND IS STAMPED, BAKER 1949.
 LM0656'
 LM0656'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS THE
 LM0656'STATION MARK, PROJECTS 18 INCHES AND STAMPED, BAKER NO 1 1949.
 LM0656'
 LM0656'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN THE
 LM0656'STATION MARK, PROJECTS 16 INCHES AND IS STAMPED, BAKER NO 2 1949.
 LM0656'
 LM0656'THE AZIMUTH MARK IS SET ON THE EDGE OF A TRACK ROAD, PROJECTS
 LM0656'3 FEET, AND IS STAMPED, BAKER 1949.
 LM0656'
 LM0656'TO REACH THE STATION FROM BAGGS, GO SOUTH ON STATE HIGHWAY 13
 LM0656'FOR 3.7 MILES TO A GRAVELED ROAD LEFT, EAST.  TURN LEFT AND FOLLOW
 LM0656'MAIN ROAD FOR 3.85 MILES TO CROSS ROAD.  TURN RIGHT OFF OF MAIN
 LM0656'ROAD AND GO 0.2 MILE TO FORK.  TAKE RIGHT FORK FOR 0.45 MILE
 LM0656'TO A T-INTERSECTION.  TURN RIGHT FOR 0.4 MILE TO ROAD LEFT.
 LM0656'TAKE RIGHT FORK FOR 3.45 MILES TO FORK OF 3 ROADS.  TAKE LEFT
 LM0656'FORK FOR 0.55 MILE TO FORK.  TAKE RIGHT FORK FOR 3.25 MILES TO
 LM0656'FORK OF 3 ROADS.  TAKE LEFT FORK FOR 3.45 MILES TO FORK.  TAKE
 LM0656'LEFT FORK FOR 0.45 MILE TO GATE.  PASS THROUGH GATE AND GO
 LM0656'0.55 MILE TO 3 FORKS, GATE IN RIGHT FORK AND AN OLD LOG
 LM0656'BUILDING STRAIGHT AHEAD.  TURN LEFT, NORTHERLY ON DIM TRACK
 LM0656'ROAD FOR 0.2 MILE TO GATE.  PASS THROUGH GATE AND GO 0.15
 LM0656'MILE TO A VERY DIM TRACK ROAD RIGHT, UP RIDGE.  TURN RIGHT AND
 LM0656'FOLLOW DIM TRACKS 1.0 MILE TO THE TOP OF SADDLE AND THE
 LM0656'END OF TRUCK TRAVEL.  HERE PACK WEST UP RIDGE TO FIRST HIGH
 LM0656'POINT.  THEN PACK NORTHERLY ACROSS SADDLE AND UP RIDGE TO THE
 LM0656'HIGHEST POINT AND STATION.  A 1 1/2-HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5119 ***********************************************************************
 AC5119  DESIGNATION -  BAKER
 AC5119  PID         -  AC5119
 AC5119  STATE/COUNTY-  CO/PUEBLO
 AC5119  USGS QUAD   -  FOWLER (1960)
 AC5119
 AC5119                         *CURRENT SURVEY CONTROL
 AC5119  ___________________________________________________________________
 AC5119* NAD 83(1992)-  38 12 52.05085(N)    104 03 30.32092(W)     ADJUSTED  
 AC5119* NAVD 88     -      1420.2    (meters)    4659.     (feet)  GPS OBS   
 AC5119  ___________________________________________________________________
 AC5119  X           -  -1,219,131.747 (meters)                     COMP
 AC5119  Y           -  -4,868,516.716 (meters)                     COMP
 AC5119  Z           -   3,925,040.471 (meters)                     COMP
 AC5119  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 AC5119  ELLIP HEIGHT-        1399.45  (meters)          (12/03/02) GPS OBS
 AC5119  GEOID HEIGHT-         -20.76  (meters)                     GEOID03
 AC5119
 AC5119  HORZ ORDER  -  FIRST
 AC5119  ELLP ORDER  -  FOURTH    CLASS II
 AC5119
 AC5119.The horizontal coordinates were established by GPS observations
 AC5119.and adjusted by the National Geodetic Survey in January 1997..
 AC5119
 AC5119.The orthometric height was determined by GPS observations and a
 AC5119.high-resolution geoid model.
 AC5119
 AC5119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5119
 AC5119.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5119
 AC5119.The ellipsoidal height was determined by GPS observations
 AC5119.and is referenced to NAD 83.
 AC5119
 AC5119.The geoid height was determined by GEOID03.
 AC5119
 AC5119;                    North         East     Units Scale Factor Converg.
 AC5119;SPC CO S     -   477,557.689 1,040,640.380   MT  0.99996737   +0 53 03.2
 AC5119;SPC CO S     - 1,566,787.18  3,414,167.65   sFT  0.99996737   +0 53 03.2
 AC5119;UTM  13      - 4,230,029.078   582,427.547   MT  0.99968368   +0 34 57.0
 AC5119
 AC5119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5119!SPC CO S     -   0.99978046  x   0.99996737  =   0.99974784
 AC5119!UTM  13      -   0.99978046  x   0.99968368  =   0.99946421
 AC5119
 AC5119                          SUPERSEDED SURVEY CONTROL
 AC5119
 AC5119  ELLIP H (01/17/97) 1399.45   (m)                       GP(       ) 1 1
 AC5119
 AC5119.Superseded values are not recommended for survey control.
 AC5119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5119.See file dsdata.txt to determine how the superseded data were derived.
 AC5119
 AC5119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC8242830029(NAD 83)
 AC5119_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5119_STAMPING: BAKER 1995
 AC5119_MARK LOGO: NGS   
 AC5119_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC5119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5119+STABILITY: SURFACE MOTION
 AC5119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5119+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5119
 AC5119  HISTORY     - Date     Condition        Report By
 AC5119  HISTORY     - 1995     MONUMENTED       CO-101
 AC5119
 AC5119                          STATION DESCRIPTION
 AC5119
 AC5119'DESCRIBED BY PUEBLO COUNTY COLORADO 1995 (KCH)
 AC5119'THE STATION IS LOCATED IN EXTREME EASTERN PUEBLO COUNTY ALONG THE N-S
 AC5119'COUNTY BOUNDARY BETWEEN PUEBLO COUNTY AND CROWLEY COUNTY AT THE
 AC5119'INTERSECTION OF NEPESTA HILLS ROAD AND EAST COUNTY LINE ROAD, ABOUT
 AC5119'30.7 MI (49.4 KM) EAST OF DOWNTOWN PUEBLO AND 6.0 MI (9.7 KM)
 AC5119'NORTHWEST OF FOWLER AT THE SOUTHEAST CORNER OF SECTION 13 T21S R60W OF
 AC5119'THE 6TH PM. OWNERSHIP-- PUEBLO COUNTY RIGHT-OF-WAY. TO REACH THE
 AC5119'STATION FROM DOWNTOWN BOONE, GO EAST ON STATE HWY 96 EAST 7.75 MI
 AC5119'(12.47 KM) TO THE INTERSECTION WITH NEPESTA HILLS ROAD.  TURN LEFT,
 AC5119'NORTH AND GO NORTHEAST 2.2 MI (3.5 KM) ON NEPESTA HILLS ROAD TO THE
 AC5119'POINT WHERE NEPESTA ROAD STRAIGHTENS AND BEARS DUE EAST-WEST. CONTINUE
 AC5119'EAST 0.6 MI (1.0 KM) ON NEPESTA HILLS ROAD TO A SIDE ROAD LEFT,
 AC5119'PRAIRIE HILLS ROAD.  CONTINUE EAST 2.0 MI (3.2 KM) ON NEPESTA HILLS
 AC5119'ROAD TO THE INTERSECTION WITH EAST COUNTY LINE ROAD. THE STATION IS
 AC5119'POSITIONED ON THE NORTHWEST CORNER OF THE RIGHT-OF-WAY. THE MARKER IS
 AC5119'A STANDARD NGS BRASS DISK SET IN A CYLANDRICAL MASS OF CONCRETE 1.5 FT
 AC5119'(0.5 M) IN DIAMETER AND 5 FEET (1.5 M) IN DEPTH, PROJECTING 4 CM ABOVE
 AC5119'THE GROUND.  IT IS 9.3 M (30.5 FT) WEST OF THE CENTER OF EAST COUNTY
 AC5119'LINE ROAD, 13.1 M (43.0 FT) NORTH OF THE CENTER OF NEPESTA HILLS ROAD,
 AC5119'39.5 M (129.6 FT) NORTHWEST OF A TELEPHONE POLE, 0.9 M (3.0 FT) NORTH
 AC5119'OF A CARSONITE WITNESS POST, 0.9 M (3.0 FT) WEST OF A WITNESS POST AND
 AC5119'ABOUT 1.0 M (3.3 FT) ABOVE THE ROAD GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5365 ***********************************************************************
 AA5365  DESIGNATION -  BAKERVILLE
 AA5365  PID         -  AA5365
 AA5365  STATE/COUNTY-  CO/CLEAR CREEK
 AA5365  USGS QUAD   -  GRAYS PEAK (1987)
 AA5365
 AA5365                         *CURRENT SURVEY CONTROL
 AA5365  ___________________________________________________________________
 AA5365* NAD 83(1992)-  39 41 31.81353(N)    105 48 17.86122(W)     ADJUSTED  
 AA5365* NAVD 88     -      2984.585  (meters)    9791.93   (feet)  ADJUSTED  
 AA5365  ___________________________________________________________________
 AA5365  X           -  -1,339,182.814 (meters)                     COMP
 AA5365  Y           -  -4,731,008.005 (meters)                     COMP
 AA5365  Z           -   4,053,642.504 (meters)                     COMP
 AA5365  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 AA5365  ELLIP HEIGHT-        2972.35  (meters)          (12/03/02) GPS OBS
 AA5365  GEOID HEIGHT-         -12.24  (meters)                     GEOID03
 AA5365  DYNAMIC HT  -        2980.816 (meters)    9779.56  (feet)  COMP
 AA5365  MODELED GRAV-     979,254.8   (mgal)                       NAVD 88
 AA5365
 AA5365  HORZ ORDER  -  FIRST
 AA5365  VERT ORDER  -  FIRST     CLASS II
 AA5365  ELLP ORDER  -  FOURTH    CLASS II
 AA5365
 AA5365.The horizontal coordinates were established by GPS observations
 AA5365.and adjusted by the National Geodetic Survey in June 1995..
 AA5365
 AA5365.The orthometric height was determined by differential leveling
 AA5365.and adjusted by the National Geodetic Survey in November 2003..
 AA5365.WARNING-GPS observations at this control monument resulted in a GPS
 AA5365.derived orthometric height which differed from the leveled height by
 AA5365.more than one decimeter (0.1 meter).
 AA5365
 AA5365.Photographs are available for this station.
 AA5365
 AA5365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5365
 AA5365.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5365
 AA5365.The ellipsoidal height was determined by GPS observations
 AA5365.and is referenced to NAD 83.
 AA5365
 AA5365.The geoid height was determined by GEOID03.
 AA5365
 AA5365.The dynamic height is computed by dividing the NAVD 88
 AA5365.geopotential number by the normal gravity value computed on the
 AA5365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5365.degrees latitude (g = 980.6199 gals.).
 AA5365
 AA5365.The modeled gravity was interpolated from observed gravity values.
 AA5365
 AA5365;                    North         East     Units Scale Factor Converg.
 AA5365;SPC CO C     -   511,195.162   888,243.769   MT  0.99998907   -0 11 32.4
 AA5365;SPC CO C     - 1,677,146.13  2,914,179.77   sFT  0.99998907   -0 11 32.4
 AA5365;UTM  13      - 4,393,901.713   430,980.764   MT  0.99965865   -0 30 50.8
 AA5365
 AA5365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5365!SPC CO C     -   0.99953390  x   0.99998907  =   0.99952298
 AA5365!UTM  13      -   0.99953390  x   0.99965865  =   0.99919271
 AA5365
 AA5365                          SUPERSEDED SURVEY CONTROL
 AA5365
 AA5365  ELLIP H (06/21/95) 2972.41   (m)                       GP(       ) 4 1
 AA5365  NAVD 88 (10/27/04) 2984.59   (m)         9791.9    (f) LEVELING    3  
 AA5365
 AA5365.Superseded values are not recommended for survey control.
 AA5365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5365.See file dsdata.txt to determine how the superseded data were derived.
 AA5365
 AA5365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD3098193902(NAD 83)
 AA5365_MARKER: DD = SURVEY DISK
 AA5365_SETTING: 66 = SET IN ROCK OUTCROP
 AA5365_STAMPING: BAKERVILLE 1992
 AA5365_MARK LOGO: CODH  
 AA5365_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA5365+STABILITY: POSITION/ELEVATION WELL
 AA5365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5365+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 AA5365
 AA5365  HISTORY     - Date     Condition        Report By
 AA5365  HISTORY     - 1992     MONUMENTED       CODH
 AA5365  HISTORY     - 20010822 GOOD             NGS
 AA5365  HISTORY     - 20030910 GOOD             NGS
 AA5365  HISTORY     - 20040130 GOOD             MSAM
 AA5365
 AA5365                          STATION DESCRIPTION
 AA5365
 AA5365'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1992 (JPC)
 AA5365'THE STATION IS LOCATED APPROXIMATELY 4 MI (6.4 KM) WEST OF SILVERPLUME
 AA5365'ALONG INTERSTATE 70 AT THE BAKERVILLE EXIT (EXIT 221), IN THE
 AA5365'NORTHEAST 1.4 OF SECTION 20, T 4 S, R 75 W, AT INTERSTATE 70 MILEPOST
 AA5365'221.4. OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION. TO REACH THE
 AA5365'STATION FROM THE SILVERPLUME EXIT ON INTERSTATE 70 (EXIT 226), GO WEST
 AA5365'ON INTERSTATE 70 TO THE BAKERVILLE EXIT (EXIT 221). EXIT INTERSTATE 70
 AA5365'AND TURN LEFT, SOUTH, ACROSS THE OVERPASS OF INTERSTATE 70 TOWARDS
 AA5365'BAKERVILLE. TURN LEFT, EAST, ONTO THE EASTBOUND ON-RAMP TO INTERSTATE
 AA5365'70 FOR 40 FT (12.2 M) TO THE STATION ON THE LEFT. THE STATION MARK IS
 AA5365'A 3-1/4" BRASS CAP SET FLUSH WITH THE GROUND AND ON A 12" X 3/4"
 AA5365'STAINLESS STEEL ROD EPOXYED INTO BEDROCK.  IT IS 76.4 FT (23.3 M)
 AA5365'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE ABUTMENT OF STRUCTURE
 AA5365'F-13-T OVER INTERSTATE 70, 20.0 FT (6.1 M) NORTH OF THE CENTERLINE OF
 AA5365'THE EASTBOUND ON-RAMP TO INTERSTATE 70, 162 FT (49.4 M) SOUTH OF THE
 AA5365'MEDIAN CENTERLINE OF INTERSTATE 70, 39.2 FT (11.9 M) SOUTHEAST OF A
 AA5365'12" CULVERT RUNNING DOWN TO AN INLET, AND 5.3 FT (1.6 M) NORTHEAST OF
 AA5365'A DELINEATOR.
 AA5365
 AA5365                          STATION RECOVERY (2001)
 AA5365
 AA5365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 AA5365'RECOVERED AS DESCRIBED.
 AA5365'
 AA5365
 AA5365                          STATION RECOVERY (2003)
 AA5365
 AA5365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 AA5365'DELINEATOR NOW HAS A WITNESS SIGN.  GRAVITY OBSERVATIONS REQUIRE A
 AA5365'TRIVET.
 AA5365
 AA5365                          STATION RECOVERY (2004)
 AA5365
 AA5365'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (KCH)
 AA5365'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2004 (BAJ)
 AA5365'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0612 ***********************************************************************
 KL0612  DESIGNATION -  BALD
 KL0612  PID         -  KL0612
 KL0612  STATE/COUNTY-  CO/EAGLE
 KL0612  USGS QUAD   -  VAIL EAST (1987)
 KL0612
 KL0612                         *CURRENT SURVEY CONTROL
 KL0612  ___________________________________________________________________
 KL0612* NAD 83(1992)-  39 40 41.54558(N)    106 19 47.50349(W)     ADJUSTED  
 KL0612* NAVD 88     -      3700.3    (meters)   12140.     (feet)  VERTCON   
 KL0612  ___________________________________________________________________
 KL0612  LAPLACE CORR-           6.76  (seconds)                    DEFLEC99
 KL0612  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 KL0612
 KL0612  HORZ ORDER  -  SECOND
 KL0612
 KL0612.The horizontal coordinates were established by classical geodetic methods
 KL0612.and adjusted by the National Geodetic Survey in January 1993..
 KL0612
 KL0612.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0612
 KL0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0612
 KL0612.The geoid height was determined by GEOID03.
 KL0612
 KL0612;                    North         East     Units Scale Factor Converg.
 KL0612;SPC CO C     -   509,926.125   843,207.126   MT  0.99998659   -0 31 24.2
 KL0612;SPC CO C     - 1,672,982.63  2,766,422.05   sFT  0.99998659   -0 31 24.2
 KL0612;UTM  13      - 4,392,887.500   385,950.399   MT  0.99976014   -0 50 57.0
 KL0612
 KL0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0612!SPC CO C     -   0.99942178  x   0.99998659  =   0.99940838
 KL0612!UTM  13      -   0.99942178  x   0.99976014  =   0.99918206
 KL0612
 KL0612|---------------------------------------------------------------------|
 KL0612| PID    Reference Object                     Distance      Geod. Az  |
 KL0612|                                                           dddmmss.s |
 KL0612| CM6877 BALD RM 1                             3.045 METERS 11919     |
 KL0612| CM6876 BALD AZ MK                                         2105806.9 |
 KL0612| CM6878 BALD RM 2                             3.641 METERS 25850     |
 KL0612|---------------------------------------------------------------------|
 KL0612
 KL0612                          SUPERSEDED SURVEY CONTROL
 KL0612
 KL0612  NAD 83(1986)-  39 40 41.53518(N)    106 19 47.49668(W) AD(       ) 2
 KL0612  NAD 27      -  39 40 41.58800(N)    106 19 45.38900(W) AD(       ) 2
 KL0612  NGVD 29 (10/17/91) 3698.6    (m)        12134.     (f) VERT ANG       
 KL0612
 KL0612.Superseded values are not recommended for survey control.
 KL0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0612.See file dsdata.txt to determine how the superseded data were derived.
 KL0612
 KL0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD8595092888(NAD 83)
 KL0612_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KL0612_SETTING: 66 = SET IN ROCK OUTCROP
 KL0612_SP_SET: SET IN ROCK OUTCROP
 KL0612_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0612+STABILITY: POSITION/ELEVATION WELL
 KL0612
 KL0612  HISTORY     - Date     Condition        Report By
 KL0612  HISTORY     - 1951     MONUMENTED       BOR
 KL0612  HISTORY     - 1959     GOOD             AMS
 KL0612  HISTORY     - 1970     GOOD             USGS
 KL0612
 KL0612                          STATION DESCRIPTION
 KL0612
 KL0612'DESCRIBED BY US BUREAU OF RECLAMATION 1951 (WRH)
 KL0612'THE STATION IS LOCATED ON THE SUMMIT OF BALD MOUNTAIN, A PROMINENT
 KL0612'ROCKY AND RED COLORED PEAK.  IT IS ABOUT 2 MILES AIRLINE NORTH
 KL0612'OF U.S. HIGHWAY 6, ABOUT 10 MILES AIRLINE NORTHEAST OF MINTURN,
 KL0612'ABOUT 15 MILES AIRLINE WEST-NORTHWEST OF DILLON, AND ABOUT
 KL0612'30 MILES AIRLINE NORTH OF LEADVILLE.  IT IS IN THE WHITE RIVER
 KL0612'NATIONAL FOREST.
 KL0612'
 KL0612'THE STATION IS A STANDARD USBR DISK THAT IS SET IN A DRILL
 KL0612'HOLE IN BEDROCK THAT FORMS THE HIGHEST POINT OF THE NARROW
 KL0612'BACK BONE RIDGE OF THE SUMMIT OF THE MOUNTAIN AND PROJECTS
 KL0612'10 INCHES.  THE DISK IS NOT STAMPED.
 KL0612'
 KL0612'REFERENCE MARK NUMBER ONE IS 3-1/2 FEET LOWER THAN THE STATION.
 KL0612'IT IS A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK THAT
 KL0612'PROJECTS 2 FEET FROM THE SOUTH SIDE OF THE RIDGE.  THE DISK
 KL0612'IS STAMPED--BALD USBR NO 1 1951.
 KL0612'
 KL0612'REFERENCE MARK NUMBER TWO IS 2 FEET LOWER THAN THE STATION.
 KL0612'IT IS A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK ON THE
 KL0612'CREST OF THE RIDGE AND PROJECTS 2 INCHES.  THE DISK IS
 KL0612'STAMPED--BALD USBR NO 2 1951.
 KL0612'
 KL0612'THE AZIMUTH MARK IS LOCATED IN THE NORTH EDGE OF A SMALL
 KL0612'GRASSY CLEARING THAT IS JUST BELOW THE STATION.  IT IS 50
 KL0612'FEET WEST-SOUTHWEST OF A TRIANGULAR BLAZED 24-INCH PINE TREE
 KL0612'THAT STANDS ALONE IN THE CLEARING, AND IN ONE OF A GROUP
 KL0612'OF BOULDERS THAT COVER AN AREA ABOUT 15 FEET IN DIAMETER.
 KL0612'IT IS A STANDARD DISK SET IN A DRILL HOLE IN A 1 BY 3-FOOT
 KL0612'BOULDER THAT PROJECTS 8 INCHES.  THE DISK IS STAMPED--BALD
 KL0612'USBR 1951.  TO REACH THE MARK FROM THE STATION PACK WEST
 KL0612'ALONG THE TOP OF THE RIDGE FOR ABOUT 1/4 MILE TO A GRASSY
 KL0612'SLOPE.  GO TO THE LEFT, SOUTH, DOWN THE STEEP SLOPE TO A
 KL0612'POINT THAT IS ABOUT 200 YARDS FROM THE BOTTOM OF THE SLOPE.
 KL0612'TURN LEFT, EASTERLY, AND CROSS THE ROCK SLIDE TO THE SMALL
 KL0612'GRASSY CLEARING AND THE MARK.
 KL0612'
 KL0612'TO REACH THE STATION FROM DILLON GO WEST ON U.S. HIGHWAY
 KL0612'6 FOR 32 MILES TO THE GORE GUARD STATION ON THE RIGHT.  FROM
 KL0612'THE GORE GUARD STATION GO EAST ON U.S. HIGHWAY 6 FOR 0.1 MILE
 KL0612'TO AN IRON GATE ON THE LEFT.  TURN LEFT AND GO THROUGH THE
 KL0612'GATE AND FOLLOW THE STEEP AND ROUGH ROAD FOR 2.5 MILES TO A
 KL0612'FORK.  TAKE THE RIGHT FORK, NORTHERLY, FOR 1.2 MILES TO A
 KL0612'FORK.  KEEP STRAIGHT AHEAD, LEFT FORK, AND GO 0.2 MILE TO
 KL0612'A FORK.  TAKE THE RIGHT FORK AND GO 0.5 MILE TO A 3-FOOT
 KL0612'LOG ACROSS THE ROAD AND END OF TRUCK TRAVEL.  FROM THE LOG
 KL0612'PACK WESTERLY ALONG THE ROAD TO THE END OF THE ROAD.  FROM
 KL0612'THE END OF THE ROAD GO TO THE LEFT UP THE STEEP SLOPE
 KL0612'THROUGH THE TIMBER IN A NORTHERLY DIRECTION TO A SMALL
 KL0612'GRASSY CLEARING.  GO TO THE NORTHWEST CORNER OF THE CLEARING
 KL0612'AND THEN GO WEST ACROSS THE FOOT OF A LARGE ROCK SLIDE TO
 KL0612'A STEEP GRASSY SLOPE.  GO NORTH UP THE STEEP GRASSY SLOPE TO
 KL0612'THE CREST OF THE RIDGE.  AT THE CREST OF THE RIDGE TURN
 KL0612'RIGHT, EAST, AND FOLLOW THE CREST OF THE RIDGE FOR ABOUT
 KL0612'1/4 MILE TO THE HIGHEST POINT AND THE STATION.  NOTE--THE
 KL0612'PACK OVER THE DESCRIBED ROUTE WILL REQUIRE ABOUT 1-1/4 HOURS.
 KL0612'
 KL0612'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
 KL0612
 KL0612                          STATION RECOVERY (1959)
 KL0612
 KL0612'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1959
 KL0612'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED.
 KL0612'
 KL0612'NO ATTEMPT WAS MADE TO RECOVER THE AZIMUTH MARK.
 KL0612
 KL0612                          STATION RECOVERY (1970)
 KL0612
 KL0612'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 KL0612'RECOVERED IN GOOD CONDITION.
 KL0612'
 KL0612'STATION MARK--STANDARD USBR TABLET CEMENTED IN ROCK, ON HIGH POINT,
 KL0612'NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0520 ***********************************************************************
 LN0520  DESIGNATION -  BALD MOUNTAIN
 LN0520  PID         -  LN0520
 LN0520  STATE/COUNTY-  CO/MOFFAT
 LN0520  USGS QUAD   -  BALD MOUNTAIN (1986)
 LN0520
 LN0520                         *CURRENT SURVEY CONTROL
 LN0520  ___________________________________________________________________
 LN0520* NAD 83(1992)-  40 41 00.94628(N)    108 07 10.85519(W)     ADJUSTED  
 LN0520* NAVD 88     -      2205.5    (meters)    7236.     (feet)  VERTCON   
 LN0520  ___________________________________________________________________
 LN0520  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 LN0520  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 LN0520
 LN0520  HORZ ORDER  -  SECOND
 LN0520
 LN0520.The horizontal coordinates were established by classical geodetic methods
 LN0520.and adjusted by the National Geodetic Survey in January 1997..
 LN0520
 LN0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0520
 LN0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0520
 LN0520.The geoid height was determined by GEOID03.
 LN0520
 LN0520;                    North         East     Units Scale Factor Converg.
 LN0520;SPC CO N     -   457,996.022   692,979.231   MT  0.99998534   -1 41 33.6
 LN0520;SPC CO N     - 1,502,608.62  2,273,549.36   sFT  0.99998534   -1 41 33.6
 LN0520;UTM  12      - 4,507,624.378   743,409.430   MT  1.00032933   +1 52 42.8
 LN0520
 LN0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0520!SPC CO N     -   0.99965664  x   0.99998534  =   0.99964199
 LN0520!UTM  12      -   0.99965664  x   1.00032933  =   0.99998586
 LN0520
 LN0520|---------------------------------------------------------------------|
 LN0520| PID    Reference Object                     Distance      Geod. Az  |
 LN0520|                                                           dddmmss.s |
 LN0520| CP5322 BALD MOUNTAIN RM 1                   13.502 METERS 06135     |
 LN0520| CP5321 BALD MOUNTAIN AZ MK                                1264613.1 |
 LN0520| CP5323 BALD MOUNTAIN RM 2                   15.888 METERS 31249     |
 LN0520|---------------------------------------------------------------------|
 LN0520
 LN0520                          SUPERSEDED SURVEY CONTROL
 LN0520
 LN0520  NAD 83(1992)-  40 41 00.94549(N)    108 07 10.85419(W) AD(       ) 2
 LN0520  NAD 83(1986)-  40 41 00.94342(N)    108 07 10.85005(W) AD(       ) 2
 LN0520  NAD 27      -  40 41 01.05800(N)    108 07 08.53900(W) AD(       ) 2
 LN0520  NGVD 29 (07/19/86) 2204.2    (m)         7232.     (f) VERT ANG       
 LN0520
 LN0520.Superseded values are not recommended for survey control.
 LN0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0520.See file dsdata.txt to determine how the superseded data were derived.
 LN0520
 LN0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYL4340907624(NAD 83)
 LN0520_MARKER: DS = TRIANGULATION STATION DISK
 LN0520_SETTING: 0 = UNSPECIFIED SETTING
 LN0520
 LN0520  HISTORY     - Date     Condition        Report By
 LN0520  HISTORY     - 1937     MONUMENTED       CGS
 LN0520  HISTORY     - 1955     GOOD             USGS
 LN0520
 LN0520                          STATION DESCRIPTION
 LN0520
 LN0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LN0520'STATION IS ABOUT 12 MILES N, AND 2 MILES W OF MAYBELL, COLORADO,
 LN0520'AND ABOUT 30 MILES WNW OF CRAIG, COLORADO.  STATION IS ON
 LN0520'THE HIGHEST POINT OF BALD MOUNTAIN.  A HIGH AND PROMINENT
 LN0520'CHALK MOUNTAIN THAT STANDS ALONE AT THE NE END OF THE CHALK
 LN0520'BLUFFS.  IT IS ON THE E SIDE OF THE LITTLE RIVER AND IN THE
 LN0520'HEADWATERS OF THE SAN CREEK.
 LN0520'
 LN0520'STATION MARK IS A STANDARD BRONZE DISK WELDED IN THE TOP OF A
 LN0520'2-INCH PIPE SUNK SECURELY IN THE GROUND.
 LN0520'
 LN0520'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK WELDED IN THE
 LN0520'TOP OF A 2-INCH PIPE SUNK SECURELY IN THE GROUND ENE OF THE
 LN0520'STATION AT THE SAME ELEVATION.
 LN0520'
 LN0520'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK WELDED IN THE
 LN0520'TOP OF A 2-INCH PIPE SUNK SECURELY IN THE GROUND N OF THE
 LN0520'STATION AT THE SAME ELEVATION.
 LN0520'
 LN0520'AZIMUTH MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LN0520'IN OUTCROPPING BEDROCK.  IT IS ABOUT 2.0 MILES SE OF THE
 LN0520'STATION IN A ROCKY OUTCROP, ABOUT 100 YARDS W OF A SECTION
 LN0520'LINE ROAD, ABOUT 200 YARDS N OF WHERE ROAD LEAVES A FENCE CORNER,
 LN0520'AND ABOUT 12.5 MILES N OF MAYBELL, BY ROAD.
 LN0520'
 LN0520'TO REACH FROM MAYBELL, WHICH IS ABOUT 31 MILES W OF CRAIG ON
 LN0520'PAVED HIGHWAY 40.  GO N ON A GRADED ROAD FROM THE HUNT MERC.,
 LN0520'ACROSS THE RIVER, BEARING NW AROUND THE BASE OF THE HILLS, THEN
 LN0520'N UP OVER THE CEDAR BREAKS, THEN NE ACROSS THE SAGE HILLS
 LN0520'TO A SECTION LINE ROAD, AND THEN N ON THE SECTION LINE ROAD.
 LN0520'A TOTAL OF 12.8 MILES FROM MAYBELL.  TAKE THE LEFT FORK JUST
 LN0520'AFTER THE ROAD BEARS TO THE RIGHT OR NE AND GO N ALONG THE
 LN0520'BASE OF THE HILL 0.9 MILE.  TAKE THE LEFT FORK, A TRACK ROAD
 LN0520'AND GO W, 0.1 MILE.  THEN TAKE THE RIGHT FORK AND FOLLOW THE
 LN0520'MAIN TRACK ROAD ON A MEANDERING COURSE, GENERALLY WESTWARD
 LN0520'1.9 MILES.  THEN TAKE THE RIGHT FORK AND GO NW 0.4 MILE
 LN0520'TO THE END OF TRUCK TRAVEL AT AN OLD CLAIM SHACK.
 LN0520'STATION IS ABOUT 1/2 MILE WSW OF THE SHACK.  A TRUCK CAN BE
 LN0520'DRIVEN A SHORT DISTANCE ABOVE THE SHACK.  THEN PACK UP
 LN0520'THE DIRT SLOPE TO THE S AND THE W TO THE STATION.
 LN0520
 LN0520                          STATION RECOVERY (1955)
 LN0520
 LN0520'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955 (HWS)
 LN0520'FOUND AS DESCRIBED.
 LN0520'
 LN0520'STATION MARK--STANDARD BRONZE DISK WELDED IN THE TOP OF A 2 IN. PIPE
 LN0520'SUNK SECURELY IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1353 ***********************************************************************
 LL1353  DESIGNATION -  BALD MOUNTAIN
 LL1353  PID         -  LL1353
 LL1353  STATE/COUNTY-  CO/BOULDER
 LL1353  USGS QUAD   -  WARD (1978)
 LL1353
 LL1353                         *CURRENT SURVEY CONTROL
 LL1353  ___________________________________________________________________
 LL1353* NAD 83(1992)-  40 03 31.59702(N)    105 33 09.44601(W)     ADJUSTED  
 LL1353* NAVD 88     -      3497.9    (meters)   11476.     (feet)  VERTCON   
 LL1353  ___________________________________________________________________
 LL1353  LAPLACE CORR-         -21.01  (seconds)                    DEFLEC99
 LL1353  GEOID HEIGHT-         -12.86  (meters)                     GEOID03
 LL1353
 LL1353  HORZ ORDER  -  THIRD
 LL1353
 LL1353.The horizontal coordinates were established by classical geodetic methods
 LL1353.and adjusted by the National Geodetic Survey in January 1993..
 LL1353
 LL1353.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1353
 LL1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1353
 LL1353.The geoid height was determined by GEOID03.
 LL1353
 LL1353;                    North         East     Units Scale Factor Converg.
 LL1353;SPC CO N     -   385,347.881   909,912.096   MT  0.99996243   -0 02 02.4
 LL1353;SPC CO N     - 1,264,262.17  2,985,269.93   sFT  0.99996243   -0 02 02.4
 LL1353;UTM  13      - 4,434,427.201   452,868.534   MT  0.99962735   -0 21 20.4
 LL1353
 LL1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1353!SPC CO N     -   0.99945357  x   0.99996243  =   0.99941602
 LL1353!UTM  13      -   0.99945357  x   0.99962735  =   0.99908113
 LL1353
 LL1353:                Primary Azimuth Mark                     Grid Az
 LL1353:SPC CO N     -  LAZY VV                                  148 51 37.7
 LL1353:UTM  13      -  LAZY VV                                  149 10 55.7
 LL1353
 LL1353|---------------------------------------------------------------------|
 LL1353| PID    Reference Object                     Distance      Geod. Az  |
 LL1353|                                                           dddmmss.s |
 LL1353| KK2008 LAZY VV                             APPROX. 7.7 KM 1484935.3 |
 LL1353|---------------------------------------------------------------------|
 LL1353
 LL1353                          SUPERSEDED SURVEY CONTROL
 LL1353
 LL1353  NAD 83(1986)-  40 03 31.59183(N)    105 33 09.43996(W) AD(       ) 3
 LL1353  NAD 27      -  40 03 31.64340(N)    105 33 07.44903(W) AD(       ) 3
 LL1353  NGVD 29 (07/19/86) 3496.4    (m)        11471.     (f) VERT ANG       
 LL1353
 LL1353.Superseded values are not recommended for survey control.
 LL1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1353.See file dsdata.txt to determine how the superseded data were derived.
 LL1353
 LL1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE5286934427(NAD 83)
 LL1353_MARKER: DD = SURVEY DISK
 LL1353_SETTING: 0 = UNSPECIFIED SETTING
 LL1353_MARK LOGO: USGS  
 LL1353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1353
 LL1353  HISTORY     - Date     Condition        Report By
 LL1353  HISTORY     - 1913     MONUMENTED       USGS
 LL1353  HISTORY     - 2000     MARK NOT FOUND   NGS
 LL1353  HISTORY     - 20001126 MARK NOT FOUND   LOCSUR
 LL1353
 LL1353                          STATION DESCRIPTION
 LL1353
 LL1353'DESCRIBED BY US GEOLOGICAL SURVEY 1913
 LL1353'STATION LOCATED ON HIGH, ROUND TOPPED PEAK LOCALLY KNOWN AS BALD
 LL1353'MTN., 2.5 MI. (AIRLINE) SW. OF WARD, COLORADO.
 LL1353'
 LL1353'STATION MARK--ALUMINUM TABLET UNDER ROCK MONUMENT.
 LL1353
 LL1353                          STATION RECOVERY (2000)
 LL1353
 LL1353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 LL1353'MARK NOT FOUND.
 LL1353
 LL1353                          STATION RECOVERY (2000)
 LL1353
 LL1353'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (VS)
 LL1353'LIKELY NO LONGER EXISTS.  THE LAST RELOCATION WAS
 LL1353'IN 1913 AT WHICH TIME THE STABILITY WAS DESCRIBED
 LL1353'AS D, -MARK IS OF QUESTIONABLE OR UNKNOWN STABILITY-.
 LL1353'THERE IS LITTLE SOLID ROCK IN THE AREA, AND THE
 LL1353'MARKER WAS ONLY AN ALUMINUM TABLET.  THERE ARE ROCK
 LL1353'CAIRNS AND WIND SHELTERS AT THE LOCATION, AND IT
 LL1353'COULD BE UNDER ONE OF THEM, BUT I DOUBT IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1949 ***********************************************************************
 KK1949  DESIGNATION -  BALD MTN
 KK1949  PID         -  KK1949
 KK1949  STATE/COUNTY-  CO/TELLER
 KK1949  USGS QUAD   -  MOUNT DECEPTION (1984)
 KK1949
 KK1949                         *CURRENT SURVEY CONTROL
 KK1949  ___________________________________________________________________
 KK1949* NAD 83(1992)-  39 00 15.45019(N)    105 01 56.70923(W)     ADJUSTED  
 KK1949* NAVD 88     -      2877.6    (meters)    9441.     (feet)  VERTCON   
 KK1949  ___________________________________________________________________
 KK1949  LAPLACE CORR-          -8.95  (seconds)                    DEFLEC99
 KK1949  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 KK1949
 KK1949  HORZ ORDER  -  SECOND
 KK1949
 KK1949.The horizontal coordinates were established by classical geodetic methods
 KK1949.and adjusted by the National Geodetic Survey in January 1993..
 KK1949
 KK1949.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1949
 KK1949.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1949
 KK1949.The geoid height was determined by GEOID03.
 KK1949
 KK1949;                    North         East     Units Scale Factor Converg.
 KK1949;SPC CO C     -   434,889.445   954,901.505   MT  0.99993733   +0 17 41.6
 KK1949;SPC CO C     - 1,426,799.79  3,132,872.69   sFT  0.99993733   +0 17 41.6
 KK1949;UTM  13      - 4,317,253.340   497,192.932   MT  0.99960010   -0 01 13.5
 KK1949
 KK1949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1949!SPC CO C     -   0.99955107  x   0.99993733  =   0.99948843
 KK1949!UTM  13      -   0.99955107  x   0.99960010  =   0.99915135
 KK1949
 KK1949|---------------------------------------------------------------------|
 KK1949| PID    Reference Object                     Distance      Geod. Az  |
 KK1949|                                                           dddmmss.s |
 KK1949| KK1950 AS P 313                              3.880 METERS 00554     |
 KK1949| CP7352 BALD MTN AZ MK                                     0962059.1 |
 KK1949| CP7353 BALD MTN RM 1                         5.059 METERS 22636     |
 KK1949|---------------------------------------------------------------------|
 KK1949
 KK1949                          SUPERSEDED SURVEY CONTROL
 KK1949
 KK1949  NAD 83(1986)-  39 00 15.44217(N)    105 01 56.70848(W) AD(       ) 2
 KK1949  NAD 27      -  39 00 15.46800(N)    105 01 54.75800(W) AD(       ) 2
 KK1949  NGVD 29 (07/19/86) 2876.3    (m)         9437.     (f) VERT ANG       
 KK1949
 KK1949.Superseded values are not recommended for survey control.
 KK1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1949.See file dsdata.txt to determine how the superseded data were derived.
 KK1949
 KK1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9719317253(NAD 83)
 KK1949_MARKER: DS = TRIANGULATION STATION DISK
 KK1949_SETTING: 80 = SET IN A BOULDER
 KK1949_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KK1949
 KK1949  HISTORY     - Date     Condition        Report By
 KK1949  HISTORY     - 1953     MONUMENTED       CGS
 KK1949  HISTORY     - 1953     GOOD             USGS
 KK1949  HISTORY     - 1975     GOOD             LOCENG
 KK1949
 KK1949                          STATION DESCRIPTION
 KK1949
 KK1949'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KK1949'THE STATION IS LOCATED ABOUT 11 MILES SOUTHWEST OF MONUMENT,
 KK1949'8 MILES EAST OF LAKE GEORGE, 2 MILES EAST OF WOODLAND PARK AND
 KK1949'AMONG SEVERAL BOULDERS AT THE HIGHEST POINT OF BALD MOUNTAIN.
 KK1949'IT IS SET FLUSH IN A FLAT BOULDER WHICH IS ABOUT 2 FEET IN
 KK1949'DIAMETER AND PROJECTS 3 INCHES.  THE MARK IS STAMPED BALD
 KK1949'MTN 1953.
 KK1949'
 KK1949'REFERENCE MARK NO. 1 IS SET FLUSH IN THE NORTHEAST EDGE OF
 KK1949'A BOULDER WHICH IS 3 FEET IN DIAMETER AND PROJECTS 1 FOOT AT
 KK1949'THE HIGHEST EDGE.  THE MARK IS STAMPED BALD MTN NO 1 1953.
 KK1949'
 KK1949'REFERENCE MARK NO. 2 IS A U.S. DEPT. OF AGRICULTURE FOREST
 KK1949'SERVICE SURVEY MARK SET IN A BOULDER WHICH IS ABOUT 3 FEET LONG,
 KK1949'1 FOOT WIDE AND PROJECTS 2 FEET.  THE MARK IS STAMPED AS P313
 KK1949'1938 AND HAS A SMALL TRIANGLE CHISELED IN ITS CENTER.
 KK1949'
 KK1949'THE AZIMUTH MARK IS 70 FEET SOUTHEAST OF A SIGN TIMBER RIDGE
 KK1949'LODGE, 33 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD AND 1
 KK1949'FOOT NORTH OF A FENCE LINE.  IT PROJECTS 3 INCHES AND IS STAMPED
 KK1949'BALD MTN 1953.
 KK1949'
 KK1949'TO REACH THE STATION FROM THE POST OFFICE IN WOODLAND PARK,
 KK1949'GO EAST ON U.S. HIGHWAY 24 FOR 0.15 MILE TO THE JUNCTION OF
 KK1949'U.S. HIGHWAY 24 AND THE RAMPART RANGE ROAD.  TAKE THE RAMPART
 KK1949'RANGE ROAD NORTHEASTERLY FOR 2.7 MILES TO A T-ROAD RIGHT,
 KK1949'JUST AFTER CROSSING A SMALL BRIDGE.  TURN RIGHT ON THE T-ROAD
 KK1949'AND GO SOUTHEASTERLY FOR 1.5 MILES TO A CROSSROAD, TURN RIGHT
 KK1949'AND GO SOUTHWEST FOR 0.15 MILE TO THE TIMBER RIDGE LODGE
 KK1949'ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 KK1949'CONTINUE SOUTHWESTERLY FOR 0.45 MILE TO A FORK, TAKE THE
 KK1949'RIGHT FORK AND FOLLOW A WOODS ROAD WESTERLY FOR 0.8 MILE TO
 KK1949'THE HIGHEST POINT OF BALD MOUNTAIN AND THE STATION AS
 KK1949'DESCRIBED.
 KK1949
 KK1949                          STATION RECOVERY (1953)
 KK1949
 KK1949'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 KK1949'STATION MARK--STANDARD TABLET, STAMPED ---BALD MOUNTAIN 1953---, SET
 KK1949'FLUSH IN FLAT BOULDER, WHICH IS ABOUT 2 FT. IN DIAMETER, AND PROJECTS
 KK1949'ABOUT 3 IN.
 KK1949
 KK1949                          STATION RECOVERY (1975)
 KK1949
 KK1949'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (KRW)
 KK1949'RECOVERED BY R. KEITH HOOK AND ASSOCIATES
 KK1949'
 KK1949'BALD MTN. 1953-GOOD NEEDS WITNESS POST
 KK1949'
 KK1949'R.M. 1 BALD MTN. NO. 1 1953-GOOD
 KK1949'
 KK1949'R.M. 2 ASP 313 1938-GOOD
 KK1949'
 KK1949'AZ. MK. BALD MTN. 1953-GOOD NEEDS WITNESS POST
 KK1949'
 KK1949'DESCRIPTION GOOD EXCEPT--SIGN TIMBER RIDGE LODGE IS GONE, AND
 KK1949'THE LAST SENTENCE IN THE DESCRIPTION SHOULD READ CONTINUE
 KK1949'SOUTH WESTERLY ON RAMPART RANGE ROAD FOR 0.70 MILE TO FORK, ETC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0822 ***********************************************************************
 JL0822  DESIGNATION -  BALDY
 JL0822  PID         -  JL0822
 JL0822  STATE/COUNTY-  CO/OURAY
 JL0822  USGS QUAD   -  OURAY (1983)
 JL0822
 JL0822                         *CURRENT SURVEY CONTROL
 JL0822  ___________________________________________________________________
 JL0822* NAD 83(1992)-  38 06 37.69779(N)    107 40 52.33389(W)     ADJUSTED  
 JL0822* NAVD 88     -      3233.1    (meters)   10607.     (feet)  VERTCON   
 JL0822  ___________________________________________________________________
 JL0822  LAPLACE CORR-          13.12  (seconds)                    DEFLEC99
 JL0822  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 JL0822
 JL0822  HORZ ORDER  -  THIRD
 JL0822
 JL0822.The horizontal coordinates were established by classical geodetic methods
 JL0822.and adjusted by the National Geodetic Survey in January 1993..
 JL0822
 JL0822.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0822
 JL0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0822
 JL0822.The geoid height was determined by GEOID03.
 JL0822
 JL0822;                    North         East     Units Scale Factor Converg.
 JL0822;SPC CO S     -   467,274.721   723,134.686   MT  0.99995699   -1 20 16.4
 JL0822;SPC CO S     - 1,533,050.48  2,372,484.38   sFT  0.99995699   -1 20 16.4
 JL0822;UTM  13      - 4,221,468.162   264,930.401   MT  1.00028061   -1 39 20.0
 JL0822
 JL0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0822!SPC CO S     -   0.99949540  x   0.99995699  =   0.99945241
 JL0822!UTM  13      -   0.99949540  x   1.00028061  =   0.99977587
 JL0822
 JL0822:                Primary Azimuth Mark                     Grid Az
 JL0822:SPC CO S     -  OWL                                      039 52 30.8
 JL0822:UTM  13      -  OWL                                      040 11 34.4
 JL0822
 JL0822|---------------------------------------------------------------------|
 JL0822| PID    Reference Object                     Distance      Geod. Az  |
 JL0822|                                                           dddmmss.s |
 JL0822| JL0820 OWL                                 APPROX. 9.8 KM 0383214.4 |
 JL0822|---------------------------------------------------------------------|
 JL0822
 JL0822                          SUPERSEDED SURVEY CONTROL
 JL0822
 JL0822  NAD 83(1986)-  38 06 37.68315(N)    107 40 52.32944(W) AD(       ) 3
 JL0822  NAD 27      -  38 06 37.72337(N)    107 40 50.13012(W) AD(       ) 3
 JL0822  NGVD 29 (07/19/86) 3231.6    (m)        10602.     (f) VERT ANG       
 JL0822
 JL0822.Superseded values are not recommended for survey control.
 JL0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0822.See file dsdata.txt to determine how the superseded data were derived.
 JL0822
 JL0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC6493021468(NAD 83)
 JL0822_MARKER: DD = SURVEY DISK
 JL0822_SETTING: 80 = SET IN A BOULDER
 JL0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0822+STABILITY: SURFACE MOTION
 JL0822
 JL0822  HISTORY     - Date     Condition        Report By
 JL0822  HISTORY     - 1952     MONUMENTED       USGS
 JL0822
 JL0822                          STATION DESCRIPTION
 JL0822
 JL0822'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JL0822'STATION ABOUT 4.2 MI. E. AND 3.0 MI. S. OF RIDGWAY, ON THE HIGHEST
 JL0822'POINT OF BALDY PEAK.
 JL0822'
 JL0822'TO REACH FROM USGS BM H-31, AT SW. CORNER OF BEAUMONT HOTEL AT OURAY,
 JL0822'GO N. ON U.S. HIGHWAY 550 2.4 MI., TAKE DIRT RD. RIGHT 0.2 MI. TO
 JL0822'FORK.  GO RIGHT 0.45 MI., TAKE LEFT FORK 0.3 MI. TO RD. FORK.  GO 0.5
 JL0822'MI. TO RD. FORK.  GO LEFT ACROSS BRIDGE AND CONTINUE ON MAIN TRAVELED
 JL0822'RD., GOING LEFT AT ALL FORKS, 3.15 MI. TO GATE.  LEAVE VEHICLE HERE.
 JL0822'TAKE TRAIL NE. ACROSS CUTTLER CREEK.  ON N. SIDE OF CREEK, TAKE LEFT
 JL0822'TRAIL TO W., FOLLOW UP FIRST DRAIN N. FROM CUTTLER CREEK.  AT 0.7 MI.
 JL0822'CROSS DRAIN.  AT 0.4 MI. GO STRAIGHT AHEAD AT TRAIL Y, UP DRAIN 0.1
 JL0822'MI. TO TRAIL Y.  GO LEFT UP SIDE HILL (OTHER TRAIL CONTINUES UP
 JL0822'DRAIN) 0.5 MI. TO END OF DEFINED TRAIL.  CROSS DRAIN AND FOLLOW
 JL0822'N. UP RIDGE TO MAIN RIDGE.  THEN GO W. 0.5 MI. TO HIGHEST POINT,
 JL0822'BALDY PEAK AND STATION MARK.
 JL0822'
 JL0822'STATION MARK--STANDARD TABLET, SET IN CONCRETE, IN A BOULDER IN
 JL0822'PLACE, STAMPED ---BALDY 1952---.  TABLET WAS SET UNDER CENTER OF
 JL0822'CAIRN.
 JL0822'
 JL0822'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---BALDY
 JL0822'NO. 1 1952---, CEMENTED IN A BOULDER, FLUSH WITH GROUND, 30.94 FT.
 JL0822'FROM STATION, S 49 DEG 56 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0654 ***********************************************************************
 KL0654  DESIGNATION -  BALDY
 KL0654  PID         -  KL0654
 KL0654  STATE/COUNTY-  CO/EAGLE
 KL0654  USGS QUAD   -  CROOKED CREEK PASS (1987)
 KL0654
 KL0654                         *CURRENT SURVEY CONTROL
 KL0654  ___________________________________________________________________
 KL0654* NAD 83(1992)-  39 23 05.20232(N)    106 37 41.76668(W)     ADJUSTED  
 KL0654* NAVD 88     -      3408.9    (meters)   11184.     (feet)  VERTCON   
 KL0654  ___________________________________________________________________
 KL0654  LAPLACE CORR-           8.39  (seconds)                    DEFLEC99
 KL0654  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 KL0654
 KL0654  HORZ ORDER  -  SECOND
 KL0654
 KL0654.The horizontal coordinates were established by classical geodetic methods
 KL0654.and adjusted by the National Geodetic Survey in January 1993..
 KL0654
 KL0654.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0654
 KL0654.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0654
 KL0654.The geoid height was determined by GEOID03.
 KL0654
 KL0654;                    North         East     Units Scale Factor Converg.
 KL0654;SPC CO C     -   477,627.564   817,203.099   MT  0.99994814   -0 42 41.7
 KL0654;SPC CO C     - 1,567,016.43  2,681,107.17   sFT  0.99994814   -0 42 41.7
 KL0654;UTM  13      - 4,360,741.811   359,768.493   MT  0.99984212   -1 02 00.0
 KL0654
 KL0654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0654!SPC CO C     -   0.99946748  x   0.99994814  =   0.99941565
 KL0654!UTM  13      -   0.99946748  x   0.99984212  =   0.99930968
 KL0654
 KL0654:                Primary Azimuth Mark                     Grid Az
 KL0654:SPC CO C     -  LYLE                                     132 49 19.4
 KL0654:UTM  13      -  LYLE                                     133 08 37.7
 KL0654
 KL0654|---------------------------------------------------------------------|
 KL0654| PID    Reference Object                     Distance      Geod. Az  |
 KL0654|                                                           dddmmss.s |
 KL0654| KL0652 LYLE                                APPROX.14.6 KM 1320637.7 |
 KL0654| CM6882 BALDY RM 1                            4.777 METERS 18903     |
 KL0654| CM6883 BALDY RM 2                            9.239 METERS 25154     |
 KL0654|---------------------------------------------------------------------|
 KL0654
 KL0654                          SUPERSEDED SURVEY CONTROL
 KL0654
 KL0654  NAD 83(1986)-  39 23 05.19580(N)    106 37 41.76823(W) AD(       ) 2
 KL0654  NAD 27      -  39 23 05.25200(N)    106 37 39.65000(W) AD(       ) 2
 KL0654  NGVD 29 (07/19/86) 3407.1    (m)        11178.     (f) VERT ANG       
 KL0654
 KL0654.Superseded values are not recommended for survey control.
 KL0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0654.See file dsdata.txt to determine how the superseded data were derived.
 KL0654
 KL0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD5976860742(NAD 83)
 KL0654_MARKER: N = NAIL
 KL0654_SETTING: 0 = UNSPECIFIED SETTING
 KL0654
 KL0654  HISTORY     - Date     Condition        Report By
 KL0654  HISTORY     - 1953     MONUMENTED       BOR
 KL0654  HISTORY     - 1959     GOOD             AMS
 KL0654  HISTORY     - 1964     GOOD             USGS
 KL0654
 KL0654                          STATION DESCRIPTION
 KL0654
 KL0654'DESCRIBED BY US BUREAU OF RECLAMATION 1953 (RLE)
 KL0654'THE STATION IS LOCATED ABOUT 6 MILES EAST NORTHEAST OF MEREDITH
 KL0654'ON A LOW GENTLY ROUNDED MOUNTAIN LOCALLY KNOWN AS BURNT MOUNTAIN.
 KL0654'THE STATION IS A 1-INCH PIPE WITH WOOD IN ITS CENTER AND A NAIL
 KL0654'DRIVEN IN THE CENTER OF THE WOOD.  IT IS 14 FEET NORTH NORTHEAST
 KL0654'OF A CAIRN ABOUT 3 FEET HIGH AND IT PROJECTS 2 INCHES.
 KL0654'
 KL0654'REFERENCE MARK NO. 1 IS 9 FEET EAST OF A CAIRN SET IN A BOULDER
 KL0654'THAT PROJECTS 3 INCHES AND IT IS STAMPED BALDY USBR NO 1 1953.
 KL0654'
 KL0654'REFERENCE MARK NO. 2 IS 19 FEET WEST SOUTHWEST OF THE CAIRN
 KL0654'SET IN A BOULDER THAT PROJECTS 3 INCHES AND IT IS STAMPED BALDY
 KL0654'USBR NO 2 1953.
 KL0654'
 KL0654'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 27.05 FEET.
 KL0654'
 KL0654'TRIANGULATION STATION LYLE WAS USED FOR THE AZIMUTH MARK.
 KL0654'
 KL0654'TO REACH THE STATION FROM THE POST OFFICE IN MEREDITH GO EAST
 KL0654'ON STATE ROAD 104 FOR 4.4 MILES TO FORK AND SIGN BIGLOW RANCH
 KL0654'100 FEET, TAKE THE EXTREME LEFT FORK TOWARDS BIGLOWS RANCH FOR
 KL0654'ABOUT 200 FEET TO A FORK, TAKE THE LEFT FORK TOWARDS THE THE LODGE
 KL0654'BUILDING, THEN TURN LEFT IN FRONT OF A LARGE GARAGE AND FOLLOW
 KL0654'A TRACK ROAD WEST FOR 0.2 MILE TO A GATE AT A FENCE CORNER, PASS
 KL0654'THROUGH THE GATE AND FOLLOW TRACK ROAD UP HILL FOR 0.5 MILE TO
 KL0654'A GATE, PASS THROUGH AND FOLLOW TRACK ROAD FOR 0.8 MILE TO A
 KL0654'POLE GATE, PASS THROUGH POLE GATE AND CONTINUE ON MAIN TRACK
 KL0654'ROAD FOR 1.0 MILE TO A FORK AND SIGN WOODS LAKE 6, TURN
 KL0654'LEFT TOWARDS WOODS LAKE AND GO 0.5 MILE TO A FORK, TAKE LEFT
 KL0654'FORK, CROSSING A SMALL STREAM AND GO 0.3 MILE TO A FORK, TAKE
 KL0654'LEFT FORK AND GO 0.55 MILE TO A FORK, TAKE RIGHT FORK AND
 KL0654'GO 0.3 MILE TO THE TOP OF A LOW RIDGE, THEN FOLLOW DIM TRACK
 KL0654'ROAD NORTHEASTERLY ON TOP OF THE RIDGE FOR ABOUT 0.5 MILE
 KL0654'TO THE END OF TRUCK TRAVEL.  FROM HERE PACK NORTHEAST TO
 KL0654'THE TOP OF A LOW HILL AND THE STATION AND REFERENCE MARKS
 KL0654'AS DESCRIBED.
 KL0654'
 KL0654'TO DRIVE BEYOND THE BIGLOW RANCH HEADQUARTERS IT IS NECESSARY
 KL0654'TO HAVE A 4-WHEEL DRIVE VEHICLE AND THE LENGTH OF PACK IS
 KL0654'ABOUT 1 HOUR.
 KL0654
 KL0654                          STATION RECOVERY (1959)
 KL0654
 KL0654'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1959
 KL0654'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 KL0654
 KL0654                          STATION RECOVERY (1964)
 KL0654
 KL0654'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 KL0654'STATION MARK--ONE INCH IRON PIPE WITH WOOD IN ITS CENTER, NAIL
 KL0654'DRIVEN IN CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0581 ***********************************************************************
 LN0581  DESIGNATION -  BALDY
 LN0581  PID         -  LN0581
 LN0581  STATE/COUNTY-  CO/MOFFAT
 LN0581  USGS QUAD   -  SWALLOW CANYON (1972)
 LN0581
 LN0581                         *CURRENT SURVEY CONTROL
 LN0581  ___________________________________________________________________
 LN0581* NAD 83(1992)-  40 45 52.81809(N)    109 01 49.19047(W)     ADJUSTED  
 LN0581* NAVD 88     -      2556.8    (meters)    8388.     (feet)  VERTCON   
 LN0581  ___________________________________________________________________
 LN0581  LAPLACE CORR-          -6.07  (seconds)                    DEFLEC99
 LN0581  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 LN0581
 LN0581  HORZ ORDER  -  THIRD
 LN0581
 LN0581.The horizontal coordinates were established by classical geodetic methods
 LN0581.and adjusted by the National Geodetic Survey in November 1997..
 LN0581
 LN0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0581
 LN0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0581
 LN0581.The geoid height was determined by GEOID03.
 LN0581
 LN0581;                    North         East     Units Scale Factor Converg.
 LN0581;SPC CO N     -   469,661.099   616,402.509   MT  0.99999703   -2 16 51.8
 LN0581;SPC CO N     - 1,540,879.79  2,022,313.90   sFT  0.99999703   -2 16 51.8
 LN0581;UTM  12      - 4,514,500.146   666,244.870   MT  0.99994018   +1 17 11.0
 LN0581
 LN0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0581!SPC CO N     -   0.99960137  x   0.99999703  =   0.99959841
 LN0581!UTM  12      -   0.99960137  x   0.99994018  =   0.99954158
 LN0581
 LN0581:                Primary Azimuth Mark                     Grid Az
 LN0581:SPC CO N     -  DIAMOND                                  121 12 04.1
 LN0581:UTM  12      -  DIAMOND                                  117 38 01.3
 LN0581
 LN0581|---------------------------------------------------------------------|
 LN0581| PID    Reference Object                     Distance      Geod. Az  |
 LN0581|                                                           dddmmss.s |
 LN0581| LN0574 DIAMOND                             APPROX. 7.4 KM 1185512.3 |
 LN0581|---------------------------------------------------------------------|
 LN0581
 LN0581                          SUPERSEDED SURVEY CONTROL
 LN0581
 LN0581  NAD 83(1992)-  40 45 52.81746(N)    109 01 49.18644(W) AD(       ) 3
 LN0581  NAD 83(1992)-  40 45 52.80124(N)    109 01 49.17883(W) AD(       ) 3
 LN0581  NAD 83(1986)-  40 45 52.80084(N)    109 01 49.18098(W) AD(       ) 3
 LN0581  NAD 27      -  40 45 52.94163(N)    109 01 46.74446(W) AD(       ) 3
 LN0581  NGVD 29 (07/19/86) 2555.5    (m)         8384.     (f) VERT ANG       
 LN0581
 LN0581.Superseded values are not recommended for survey control.
 LN0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0581.See file dsdata.txt to determine how the superseded data were derived.
 LN0581
 LN0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL6624514500(NAD 83)
 LN0581
 LN0581  HISTORY     - Date     Condition        Report By
 LN0581  HISTORY     - 1950     MONUMENTED       USGS
 LN0581  HISTORY     - 1952     GOOD             USGS
 LN0581
 LN0581                          STATION DESCRIPTION
 LN0581
 LN0581'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 LN0581'RECOVERED AS DESCRIBED.
 LN0581'STATION LOCATED ABOUT 7 MI. NW. OF THE NW. CORNER OF THE DINOSAUR
 LN0581'NATIONAL MONUMENT, ON THE HIGHEST POINT OF A GRASSY HILL FREE OF
 LN0581'TIMBER WITH THE EXCEPTION OF A FEW TREES ON SIDE SLOPES.
 LN0581'
 LN0581'TO REACH FROM THE CENTER OF THE TOWN OF VERNAL, UT FOLLOW THE DIAMOND
 LN0581'MOUNTAIN RD. FOR 25.9 MI. TO A RD. FORKS AT A BRIDGE, TAKE RIGHT FORK
 LN0581'EASTERLY FOR 2.1 MI.TO RD. FORKS, TAKE LEFT FORK N. 2.9 MI. TO RD.
 LN0581'FORKS, TAKE RIGHT FORK AND CONTINUE ALONG MAIN TRAVELED RD. 3.9 MI. TO
 LN0581'RD. FORKS, TAKE RIGHT FORK 1.0 MI. TO A STREAM AND RD. FORKS, TURN
 LN0581'LEFT ACROSS STREAM AND FOLLOW RD. N. FOR 2 MI. TO RD. FORKS AT GATE,
 LN0581'TURN LEFT ALONG FENCE LINE AND FOLLOW MAIN TRAVELED RD. 4.4 MI. TO A
 LN0581'CORRAL, TURN RIGHT EASTERLY AND FOLLOW OLD RD. FOR 4.0 MI. TO E.T.T.
 LN0581'THE STATION IS IN PLAIN VIEW STRAIGHT AHEAD FOR THE LAST 4 MI. OF
 LN0581'TRUCK TRAVEL.  PACK EASTERLY UP RIDGE TO BARE TOP AND STATION.  A 35
 LN0581'MINUTE PACK.
 LN0581'
 LN0581'STATION MARK - STANDARD TABLET STAMPED ---BALDY 1950--- SET IN LARGE
 LN0581'ROCK IN PLACE.
 LN0581'
 LN0581'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.1
 LN0581'1950--- SET IN PROJECTING BOULDER, 10.39 FT. FROM THE STATION MARK,
 LN0581'N 77 DEG 48 MIN E.
 LN0581'
 LN0581'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED ---NO.2
 LN0581'1950--- SET IN BOULDER FLUSH WITH GROUND, 10.87 FT. FROM STATION
 LN0581'MARK, S 05 DEG 33 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1227 ***********************************************************************
 JK1227  DESIGNATION -  BALDY
 JK1227  PID         -  JK1227
 JK1227  STATE/COUNTY-  CO/TELLER
 JK1227  USGS QUAD   -  MANITOU SPRINGS (1994)
 JK1227
 JK1227                         *CURRENT SURVEY CONTROL
 JK1227  ___________________________________________________________________
 JK1227* NAD 83(1992)-  38 46 05.52322(N)    104 59 07.47231(W)     ADJUSTED  
 JK1227* NAVD 88     -      3734.1    (meters)   12251.     (feet)  VERTCON   
 JK1227  ___________________________________________________________________
 JK1227  LAPLACE CORR-         -17.55  (seconds)                    DEFLEC99
 JK1227  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 JK1227
 JK1227  HORZ ORDER  -  THIRD
 JK1227
 JK1227.The horizontal coordinates were established by classical geodetic methods
 JK1227.and adjusted by the National Geodetic Survey in January 1993..
 JK1227
 JK1227.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1227
 JK1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1227
 JK1227.The geoid height was determined by GEOID03.
 JK1227
 JK1227;                    North         East     Units Scale Factor Converg.
 JK1227;SPC CO C     -   408,704.130   959,121.725   MT  0.99995268   +0 19 28.4
 JK1227;SPC CO C     - 1,340,890.13  3,146,718.53   sFT  0.99995268   +0 19 28.4
 JK1227;UTM  13      - 4,291,054.200   501,267.575   MT  0.99960002   +0 00 32.9
 JK1227
 JK1227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1227!SPC CO C     -   0.99941689  x   0.99995268  =   0.99936959
 JK1227!UTM  13      -   0.99941689  x   0.99960002  =   0.99901714
 JK1227
 JK1227                          SUPERSEDED SURVEY CONTROL
 JK1227
 JK1227  NAD 83(1986)-  38 46 05.51233(N)    104 59 07.46880(W) AD(       ) 3
 JK1227  NAD 27      -  38 46 05.53036(N)    104 59 05.54458(W) AD(       ) 3
 JK1227  NGVD 29 (07/19/86) 3732.6    (m)        12246.     (f) VERT ANG       
 JK1227
 JK1227.Superseded values are not recommended for survey control.
 JK1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1227.See file dsdata.txt to determine how the superseded data were derived.
 JK1227
 JK1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC0126891054(NAD 83)
 JK1227
 JK1227  HISTORY     - Date     Condition        Report By
 JK1227  HISTORY     - 1947     MONUMENTED       DMA
 JK1227  HISTORY     - 1951     GOOD             DMA
 JK1227
 JK1227                          STATION DESCRIPTION
 JK1227
 JK1227'DESCRIBED BY DEFENSE MAP AGENCY 1951
 JK1227'STATION IS LOCATED ON TOP OF MT. BALDY.  TO REACH STATION TAKE GOLD
 JK1227'CAMP ROAD TO ROSEMONT, COLORADO, THENCE 5.0 MI. N. ALONG WORK RD. TO
 JK1227'STATION SITE.
 JK1227'
 JK1227'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK SET IN BOULDER, STAMPED
 JK1227'---RM 1 1947---, 10.3 FT. FROM STATION, S 68 DEG 34 MIN W.
 JK1227'
 JK1227'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK SET IN BOULDER, STAMPED
 JK1227'---RM 2 1947---, 17.3 FT. FROM STATION, N 36 DEG 06 MIN W.
 JK1227'
 JK1227'DESCRIBED AS LOCATED IN BOULDERS, NEAR W.
 JK1227'EDGE OF A PILE OF BOULDERS, 146 FT. FROM S. OF HIGH ROCK CAIRN.
 JK1227'
 JK1227'STATION MARK--STANDARD BRONZE TABLET SET IN BOULDER, STAMPED ---BALDY
 JK1227'1947---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0546 ***********************************************************************
 LK0546  DESIGNATION -  BALDY
 LK0546  PID         -  LK0546
 LK0546  STATE/COUNTY-  CO/YUMA
 LK0546  USGS QUAD   -  OLD BALDY (1984)
 LK0546
 LK0546                         *CURRENT SURVEY CONTROL
 LK0546  ___________________________________________________________________
 LK0546* NAD 83(1992)-  40 20 25.64326(N)    102 27 37.54993(W)     ADJUSTED  
 LK0546* NAVD 88     -      1241.0    (meters)    4072.     (feet)  VERTCON   
 LK0546  ___________________________________________________________________
 LK0546  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 LK0546  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 LK0546
 LK0546  HORZ ORDER  -  SECOND
 LK0546
 LK0546.The horizontal coordinates were established by classical geodetic methods
 LK0546.and adjusted by the National Geodetic Survey in January 1993..
 LK0546
 LK0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0546
 LK0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0546
 LK0546.The geoid height was determined by GEOID03.
 LK0546
 LK0546;                    North         East     Units Scale Factor Converg.
 LK0546;SPC CO N     -   421,048.284 1,172,607.323   MT  0.99995807   +1 57 50.3
 LK0546;SPC CO N     - 1,381,389.25  3,847,129.19   sFT  0.99995807   +1 57 50.3
 LK0546;UTM  13      - 4,468,641.329   715,708.036   MT  1.00017280   +1 38 40.4
 LK0546
 LK0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0546!SPC CO N     -   0.99980870  x   0.99995807  =   0.99976677
 LK0546!UTM  13      -   0.99980870  x   1.00017280  =   0.99998146
 LK0546
 LK0546:                Primary Azimuth Mark                     Grid Az
 LK0546:SPC CO N     -  WAGES                                    021 48 56.3
 LK0546:UTM  13      -  WAGES                                    022 08 06.2
 LK0546
 LK0546|---------------------------------------------------------------------|
 LK0546| PID    Reference Object                     Distance      Geod. Az  |
 LK0546|                                                           dddmmss.s |
 LK0546| LK0547 WAGES                               APPROX. 8.5 KM 0234646.6 |
 LK0546| CP7354 BALDY RM 1                           15.312 METERS 17910     |
 LK0546| CP7355 BALDY RM 2                           15.206 METERS 35912     |
 LK0546|---------------------------------------------------------------------|
 LK0546
 LK0546                          SUPERSEDED SURVEY CONTROL
 LK0546
 LK0546  NAD 83(1986)-  40 20 25.64090(N)    102 27 37.54894(W) AD(       ) 2
 LK0546  NAD 27      -  40 20 25.68179(N)    102 27 35.83746(W) AD(       ) 2
 LK0546  NGVD 29 (07/19/86) 1240.5    (m)         4070.     (f) VERT ANG       
 LK0546
 LK0546.Superseded values are not recommended for survey control.
 LK0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0546.See file dsdata.txt to determine how the superseded data were derived.
 LK0546
 LK0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE1570868641(NAD 83)
 LK0546_MARKER: Z = SEE DESCRIPTION
 LK0546_SETTING: 0 = UNSPECIFIED SETTING
 LK0546
 LK0546  HISTORY     - Date     Condition        Report By
 LK0546  HISTORY     - 1971     MONUMENTED       USGS
 LK0546
 LK0546                          STATION DESCRIPTION
 LK0546
 LK0546'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (RVS)
 LK0546'THE STATION IS LOCATED NORTH 5 DEGREES EAST, ABOUT 16 MILES AIRLINE
 LK0546'DISTANCE FROM ECKLEY, COLORADO, ON THE HIGHEST POINT OF A SAND
 LK0546'HILL.  STATION IS IN THE SOUTHEAST ONE-QUARTER OF SECTION 1,
 LK0546'TOWNSHIP 4 NORTH, RANGE 46 WEST, ON LAND OWNED BY MR. TOM BROPHY.
 LK0546'
 LK0546'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 34 AND YUMA COUNTY
 LK0546'ROAD 35 IN ECKLEY, COLORADO, GO NORTH ON YUMA COUNTY ROAD 35 FOR
 LK0546'17.0 MILES TO CROSSROADS.  TURN RIGHT (EAST), AND GO 2.0 MILES TO A
 LK0546'BEND IN ROAD AND A GATE ON THE EAST SIDE OF ROAD.  GO THROUGH GATE
 LK0546'(EAST) ON A TRACK ROAD FOR ABOUT 0.1 MILE.  TURN LEFT (NORTH),
 LK0546'LEAVING TRACK ROAD, AND GO 0.2 MILE TO A GATE IN AN EAST-WEST
 LK0546'FENCE ON A RIDGE.  PASS THROUGH GATE, TURN RIGHT (EAST) AND GO
 LK0546'0.4 MILE, FOLLOWING RIDGES, TO THE HIGHEST POINT AND THE STATION
 LK0546'SITE, 8 FEET EAST OF A USGS WITNESS SIGN MOUNTED ON A METAL POST.
 LK0546'A FOUR WHEEL DRIVE VEHICLE IS NECESSARY TO REACH THIS STATION.
 LK0546'
 LK0546'THE STATION AND REFERENCE MARKS ARE STANDARD USGS BRASS TABLETS,
 LK0546'SOLDERED TO COPPER COATED STEEL RODS, DRIVEN TO REFUSAL AT THE
 LK0546'DEPTHS INDICATED, AND CENTERED IN GRAVEL FILLED PLASTIC TILES
 LK0546'WHICH ARE 6 INCHES IN DIAMETER AND 12 INCHES LONG, SET FLUSH WITH
 LK0546'THE GROUND.
 LK0546'
 LK0546'STATION MARK--THE ROD WAS DRIVEN 20 FEET, THE TABLET STAMPED BALDY
 LK0546'ET 1971.
 LK0546'
 LK0546'REFERENCE MARK NO. 1--THE ROD WAS DRIVEN 19 FEET, THE TABLET
 LK0546'STAMPED BALDY ET NO. 1 1971.
 LK0546'
 LK0546'REFERENCE MARK NO. 2--THE ROD WAS DRIVEN 10 FEET, THE TABLET
 LK0546'STAMPED BALDY ET NO. 2 1971.
 LK0546'
 LK0546'STATION WAGES ET 1971 IS VISIBLE FROM THE GROUND AT THIS STATION,
 LK0546'AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS WERE MADE
 LK0546'FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9842 ***********************************************************************
 AG9842  DESIGNATION -  BALTAZAR
 AG9842  PID         -  AG9842
 AG9842  STATE/COUNTY-  CO/MORGAN
 AG9842  USGS QUAD   -  MERINO SW (1984)
 AG9842
 AG9842                         *CURRENT SURVEY CONTROL
 AG9842  ___________________________________________________________________
 AG9842* NAD 83(1992)-  40 15 02.27782(N)    103 29 31.67130(W)     ADJUSTED  
 AG9842* NAVD 88     -      1320.7    (meters)    4333.     (feet)  GPS OBS   
 AG9842  ___________________________________________________________________
 AG9842  X           -  -1,137,573.688 (meters)                     COMP
 AG9842  Y           -  -4,741,203.949 (meters)                     COMP
 AG9842  Z           -   4,100,105.592 (meters)                     COMP
 AG9842  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 AG9842  ELLIP HEIGHT-        1300.92  (meters)          (12/03/02) GPS OBS
 AG9842  GEOID HEIGHT-         -19.78  (meters)                     GEOID03
 AG9842
 AG9842  HORZ ORDER  -  FIRST
 AG9842  ELLP ORDER  -  FOURTH    CLASS II
 AG9842
 AG9842.The horizontal coordinates were established by GPS observations
 AG9842.and adjusted by the National Geodetic Survey in August 1998..
 AG9842
 AG9842.The orthometric height was determined by GPS observations and a
 AG9842.high-resolution geoid model.
 AG9842
 AG9842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9842
 AG9842.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9842
 AG9842.The ellipsoidal height was determined by GPS observations
 AG9842.and is referenced to NAD 83.
 AG9842
 AG9842.The geoid height was determined by GEOID03.
 AG9842
 AG9842;                    North         East     Units Scale Factor Converg.
 AG9842;SPC CO N     -   408,582.779 1,085,211.031   MT  0.99995685   +1 17 50.5
 AG9842;SPC CO N     - 1,340,492.00  3,560,396.52   sFT  0.99995685   +1 17 50.5
 AG9842;UTM  13      - 4,456,666.082   628,241.914   MT  0.99980245   +0 58 27.9
 AG9842
 AG9842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9842!SPC CO N     -   0.99979596  x   0.99995685  =   0.99975282
 AG9842!UTM  13      -   0.99979596  x   0.99980245  =   0.99959845
 AG9842
 AG9842                          SUPERSEDED SURVEY CONTROL
 AG9842
 AG9842  ELLIP H (08/11/98) 1300.94   (m)                       GP(       ) 4 1
 AG9842
 AG9842.Superseded values are not recommended for survey control.
 AG9842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9842.See file dsdata.txt to determine how the superseded data were derived.
 AG9842
 AG9842_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE2824256666(NAD 83)
 AG9842_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9842_STAMPING: BALTAZAR 1997
 AG9842_MARK LOGO: NGS   
 AG9842_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9842+STABILITY: SURFACE MOTION
 AG9842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9842+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AG9842
 AG9842  HISTORY     - Date     Condition        Report By
 AG9842  HISTORY     - 1997     MONUMENTED       NGS
 AG9842
 AG9842                          STATION DESCRIPTION
 AG9842
 AG9842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AG9842'THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) EAST OF BRUSH, 5 MI (8.0
 AG9842'KM) SOUTH-SOUTHEAST OF HILLROSE AND 1.3 MI (2.1 KM) WEST OF THE
 AG9842'MORGAN-WASHINGTON COUNTY LINE, IN THE SOUTHEAST 1/4 OF SECTION 2, T 3
 AG9842'N, R 55 W, AT U.  S.  HIGHWAY 34 MILEPOST 179.45. OWNERSHIP--COLORADO
 AG9842'DEPT.  OF TRANSPORTATION RIGHT-OF-WAY  TO REACH THE STATION FROM THE
 AG9842'INTERSECTION OF STATE HIGHWAY 71 AND U.  S.  HIGHWAY 34 ON THE EASTERN
 AG9842'SIDE OF BRUSH, GO EAST ON U.  S. HIGHWAY 34 FOR 5.8 MI (9.3 KM) TO THE
 AG9842'STATION ON THE LEFT NEAR A SIDE ROAD LEFT TO A CORRAL  THE MARK IS A
 AG9842'STANDARD DISK SET IN THE TOP OF A 40 CM ROUND CONCRETE POST,
 AG9842'PROJECTING 3 CM ABOVE THE GROUND.  IT IS 22.4 M (73.5 FT) NORTH FROM
 AG9842'THE CENTER LINE OF U.  S.  HIGHWAY 34, 19.7 M (64.6 FT) WEST FROM THE
 AG9842'SOUTHWEST CORNER OF A CORRAL FENCE, 5.6 M (18.4 FT) EAST FROM THE
 AG9842'CENTER OF A GATE, 0.65 M (2.13 FT) SOUTH FROM THE RIGHT-OF-WAY FENCE,
 AG9842'0.6 M (2.0 FT) EAST FROM A WITNESS POST AND ABOUT 1 M (3.3 FT) BELOW
 AG9842'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0687 ***********************************************************************
 JL0687  DESIGNATION -  BANANA
 JL0687  PID         -  JL0687
 JL0687  STATE/COUNTY-  CO/SAGUACHE
 JL0687  USGS QUAD   -  COCHETOPA PARK (1967)
 JL0687
 JL0687                         *CURRENT SURVEY CONTROL
 JL0687  ___________________________________________________________________
 JL0687* NAD 83(1992)-  38 10 52.60729(N)    106 42 23.20741(W)     ADJUSTED  
 JL0687* NAVD 88     -      2803.9    (meters)    9199.     (feet)  VERTCON   
 JL0687  ___________________________________________________________________
 JL0687  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 JL0687  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 JL0687
 JL0687  HORZ ORDER  -  SECOND
 JL0687
 JL0687.The horizontal coordinates were established by classical geodetic methods
 JL0687.and adjusted by the National Geodetic Survey in January 1993..
 JL0687
 JL0687.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0687
 JL0687.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0687
 JL0687.The geoid height was determined by GEOID03.
 JL0687
 JL0687;                    North         East     Units Scale Factor Converg.
 JL0687;SPC CO S     -   473,583.420   808,704.818   MT  0.99996370   -0 44 24.0
 JL0687;SPC CO S     - 1,553,748.27  2,653,225.72   sFT  0.99996370   -0 44 24.0
 JL0687;UTM  13      - 4,227,304.720   350,542.849   MT  0.99987511   -1 03 18.1
 JL0687
 JL0687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0687!SPC CO S     -   0.99956257  x   0.99996370  =   0.99952629
 JL0687!UTM  13      -   0.99956257  x   0.99987511  =   0.99943774
 JL0687
 JL0687|---------------------------------------------------------------------|
 JL0687| PID    Reference Object                     Distance      Geod. Az  |
 JL0687|                                                           dddmmss.s |
 JL0687| CM6885 BANANA RM 1                          16.180 METERS 06809     |
 JL0687| CM6886 BANANA RM 2                          13.180 METERS 16715     |
 JL0687| CM6884 BANANA AZ MK                                       3501206.6 |
 JL0687|---------------------------------------------------------------------|
 JL0687
 JL0687                          SUPERSEDED SURVEY CONTROL
 JL0687
 JL0687  NAD 83(1986)-  38 10 52.60599(N)    106 42 23.21311(W) AD(       ) 2
 JL0687  NAD 27      -  38 10 52.62700(N)    106 42 21.08440(W) AD(       ) 2
 JL0687  NGVD 29 (07/19/86) 2802.1    (m)         9193.     (f) VERT ANG       
 JL0687
 JL0687.Superseded values are not recommended for survey control.
 JL0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0687.See file dsdata.txt to determine how the superseded data were derived.
 JL0687
 JL0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC5054327305(NAD 83)
 JL0687_MARKER: DS = TRIANGULATION STATION DISK
 JL0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0687
 JL0687  HISTORY     - Date     Condition        Report By
 JL0687  HISTORY     - 1958     MONUMENTED       CGS
 JL0687
 JL0687                          STATION DESCRIPTION
 JL0687
 JL0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 JL0687'STATION IS ABOUT 28 MILES SOUTHEAST OF GUNNISON, 1.7 MILES EAST
 JL0687'OF THE ENTRANCE TO THE BANANA RANCH, ON THE HIGHEST POINT OF A
 JL0687'SLIGHT RISE AND NEAR THE CENTER OF A GRASSY VALLEY.
 JL0687'
 JL0687'REACHED FROM THE TRAFFIC LIGHT IN GUNNISON BY GOING EAST ON
 JL0687'U.S. HIGHWAY 50 FOR 8.1 MILES TO STATE HIGHWAY 114 ON THE RIGHT,
 JL0687'TURN RIGHT AND GO SOUTH ON HIGHWAY 114 FOR 19.2 MILES TO THE
 JL0687'FLYING M RANCH ON THE LEFT, CONTINUE SOUTH ON THE HIGHWAY FOR
 JL0687'5.3 MILES TO THE BANANA RANCH ENTRANCE ON THE RIGHT, BEAR
 JL0687'LEFT AND CONTINUE EASTERLY ON THE HIGHWAY FOR 1.7 MILES TO THE
 JL0687'STATION ON THE LEFT.  AZIMUTH MARK IS REACHED FROM THE STATION
 JL0687'BY GOING NORTH ACROSS A FIELD FOR 0.5 MILE TO A WINDING TRACK
 JL0687'ROAD AND THE MARK AS DESCRIBED.
 JL0687'
 JL0687'STATION MARKS ARE STANDARD DISKS, STAMPED BANANA 1958.  SURFACE
 JL0687'MARK IS SET IN THE TOP OF A 11-INCH SQUARE CONCRETE POST PROJECTING
 JL0687'10 INCHES.  IT IS 120 FEET NORTH OF THE HIGHWAY CENTER, 71 FEET
 JL0687'NORTH-NORTHEAST OF A CONCRETE POST.  (8 IN X 6 IN AND PROJECTING
 JL0687'5 FEET) A 4 IN X 4 IN WHITE WITNESS POST WAS SET 3 FEET WEST OF
 JL0687'THE MARK.  UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 JL0687'CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 JL0687'
 JL0687'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BANANA NO 1 1958,
 JL0687'SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST PROJECTING 10
 JL0687'INCHES.  IT IS 117 FEET NORTHEAST OF THE CONCRETE POST AND
 JL0687'47 FEET NORTH OF THE HIGHWAY CENTER.
 JL0687'
 JL0687'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BANANA NO 2 1958,
 JL0687'SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST PROJECTING
 JL0687'10 INCHES.  IT IS 81 FEET NORTH OF THE HIGHWAY CENTER AND 48
 JL0687'FEET NORTHEAST OF THE CONCRETE POST.
 JL0687'
 JL0687'AZIMUTH MARK IS A STANDARD DISK, STAMPED BANANA 1958, CEMENTED
 JL0687'IN A DRILL HOLE IN A 2 FT X 2 FT BOULDER.  IT IS 34 FEET NORTHWEST
 JL0687'OF THE CENTER OF THE TRACK ROAD.  A 4 IN X 4 IN WHITE WITNESS
 JL0687'POST WAS SET 1 FOOT NORTHWEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0509 ***********************************************************************
 HL0509  DESIGNATION -  BANDED PEAK
 HL0509  PID         -  HL0509
 HL0509  STATE/COUNTY-  CO/ARCHULETA
 HL0509  USGS QUAD   -  CHAMA PEAK (1984)
 HL0509
 HL0509                         *CURRENT SURVEY CONTROL
 HL0509  ___________________________________________________________________
 HL0509* NAD 83(1992)-  37 06 16.47751(N)    106 37 37.45591(W)     ADJUSTED  
 HL0509* NAVD 88     -      3897.1    (meters)   12786.     (feet)  VERTCON   
 HL0509  ___________________________________________________________________
 HL0509  LAPLACE CORR-          11.23  (seconds)                    DEFLEC99
 HL0509  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 HL0509
 HL0509  HORZ ORDER  -  THIRD
 HL0509
 HL0509.The horizontal coordinates were established by classical geodetic methods
 HL0509.and adjusted by the National Geodetic Survey in December 1993..
 HL0509
 HL0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0509
 HL0509.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0509
 HL0509.The geoid height was determined by GEOID03.
 HL0509
 HL0509;                    North         East     Units Scale Factor Converg.
 HL0509;SPC CO S     -   354,006.419   814,216.747   MT  1.00002586   -0 41 28.8
 HL0509;SPC CO S     - 1,161,436.06  2,671,309.44   sFT  1.00002586   -0 41 28.8
 HL0509;UTM  13      - 4,107,712.156   355,422.781   MT  0.99985750   -0 58 54.2
 HL0509
 HL0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0509!SPC CO S     -   0.99939131  x   1.00002586  =   0.99941716
 HL0509!UTM  13      -   0.99939131  x   0.99985750  =   0.99924890
 HL0509
 HL0509:                Primary Azimuth Mark                     Grid Az
 HL0509:SPC CO S     -  CHAMA                                    182 03 56.2
 HL0509:UTM  13      -  CHAMA                                    182 21 21.6
 HL0509
 HL0509|---------------------------------------------------------------------|
 HL0509| PID    Reference Object                     Distance      Geod. Az  |
 HL0509|                                                           dddmmss.s |
 HL0509| HL0507 CHAMA                               APPROX. 7.1 KM 1812227.4 |
 HL0509|---------------------------------------------------------------------|
 HL0509
 HL0509                          SUPERSEDED SURVEY CONTROL
 HL0509
 HL0509  NAD 83(1992)-  37 06 16.47785(N)    106 37 37.45755(W) AD(       ) 3
 HL0509  NAD 83(1986)-  37 06 16.47759(N)    106 37 37.46097(W) AD(       ) 3
 HL0509  NAD 27      -  37 06 16.44892(N)    106 37 35.33261(W) AD(       ) 3
 HL0509  NGVD 29 (07/19/86) 3895.4    (m)        12780.     (f) VERT ANG       
 HL0509
 HL0509.Superseded values are not recommended for survey control.
 HL0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0509.See file dsdata.txt to determine how the superseded data were derived.
 HL0509
 HL0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB5542307712(NAD 83)
 HL0509_MARKER: DD = SURVEY DISK
 HL0509_SETTING: 66 = SET IN ROCK OUTCROP
 HL0509_SP_SET: SET IN ROCK OUTCROP
 HL0509_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0509+STABILITY: POSITION/ELEVATION WELL
 HL0509
 HL0509  HISTORY     - Date     Condition        Report By
 HL0509  HISTORY     - 1919     MONUMENTED       USGS
 HL0509
 HL0509                          STATION DESCRIPTION
 HL0509
 HL0509'DESCRIBED BY US GEOLOGICAL SURVEY 1919
 HL0509'STATION IS LOCATED ABOUT 13.0 MI. AIRLINE NE. OF CHROMO, COLORADO,
 HL0509'24.0 MI. AIRLINE SE. OF PAGOSA SPRINGS, COLORADO, ON THE HIGHEST
 HL0509'POINT OF BANDED PEAK.
 HL0509'
 HL0509'TO REACH FROM THE POST OFFICE AT CHROMO, COLORADO, GO E. ON U.S.
 HL0509'HIGHWAY 84 FOR 300 YDS. TO A GRAVELED RD. E., TURN E. ON GRAVEL RD.
 HL0509'FOR 6.5 MI. TO Y-FORK, TAKE LEFT FORK N. AND GO 4.1 MI. TO MAIN GATE
 HL0509'OF THE BANDED PEAK RANCH (A SPECIAL PASS IS NEEDED TO ENTER RANCH),
 HL0509'CONTINUE ON ALONG RD. FOR 0.4 MI. TO Y-FORK, TAKE RIGHT FORK E. FOR
 HL0509'0.1 MI. TO FORK ABOUT 100 FT. E. OF BRIDGE, TAKE LEFT FORK FOR 0.2
 HL0509'MI. TO Y-FORK, TAKE RIGHT FORK UP HILL FOR 5.2 MI. TO TOP OF
 HL0509'CONTINENTAL DIVIDE AND END OF TRUCK TRAVEL.  PACK N. ALONG RIDGE, GO
 HL0509'ON E. SIDE OF FIRST PEAK, CONTINUE ON ALONG RIDGE, GO ON W. SIDE OF
 HL0509'SECOND TOP, CONTINUE ON TO HIGHEST POINT OF BANDED PEAK AND STATION
 HL0509'SITE, A 2 HOUR AND 30 MINUTE PACK.
 HL0509'
 HL0509'STATION MARK--OLD USGS BRONZE TABLET, STAMPED ---BANDED PEAK---,
 HL0509'CEMENTED IN ROCK OUTCROP.
 HL0509'
 HL0509'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1615 ***********************************************************************
 KK1615  DESIGNATION -  BANDT
 KK1615  PID         -  KK1615
 KK1615  STATE/COUNTY-  CO/EL PASO
 KK1615  USGS QUAD   -  CALHAN (1970)
 KK1615
 KK1615                         *CURRENT SURVEY CONTROL
 KK1615  ___________________________________________________________________
 KK1615* NAD 83(1992)-  39 01 36.28159(N)    104 19 48.51332(W)     ADJUSTED  
 KK1615* NAVD 88     -      2053.5    (meters)    6737.     (feet)  VERTCON   
 KK1615  ___________________________________________________________________
 KK1615  LAPLACE CORR-          -5.22  (seconds)                    DEFLEC99
 KK1615  GEOID HEIGHT-         -18.41  (meters)                     GEOID03
 KK1615
 KK1615  HORZ ORDER  -  SECOND
 KK1615
 KK1615.The horizontal coordinates were established by classical geodetic methods
 KK1615.and adjusted by the National Geodetic Survey in January 1993..
 KK1615
 KK1615.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1615
 KK1615.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1615
 KK1615.The geoid height was determined by GEOID03.
 KK1615
 KK1615;                    North         East     Units Scale Factor Converg.
 KK1615;SPC CO C     -   437,929.921 1,015,695.000   MT  0.99993675   +0 44 16.1
 KK1615;SPC CO C     - 1,436,775.08  3,332,326.01   sFT  0.99993675   +0 44 16.1
 KK1615;UTM  13      - 4,319,957.931   557,982.562   MT  0.99964140   +0 25 18.5
 KK1615
 KK1615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1615!SPC CO C     -   0.99968081  x   0.99993675  =   0.99961758
 KK1615!UTM  13      -   0.99968081  x   0.99964140  =   0.99932232
 KK1615
 KK1615|---------------------------------------------------------------------|
 KK1615| PID    Reference Object                     Distance      Geod. Az  |
 KK1615|                                                           dddmmss.s |
 KK1615| CP7359 BANDT RM 1                            9.633 METERS 00227     |
 KK1615| CP7360 BANDT RM 2                            9.755 METERS 09243     |
 KK1615| KK1616 CALHAN                              APPROX. 3.0 KM 1573428.4 |
 KK1615|---------------------------------------------------------------------|
 KK1615
 KK1615                          SUPERSEDED SURVEY CONTROL
 KK1615
 KK1615  NAD 83(1986)-  39 01 36.27287(N)    104 19 48.50889(W) AD(       ) 2
 KK1615  NAD 27      -  39 01 36.30780(N)    104 19 46.63598(W) AD(       ) 2
 KK1615  NGVD 29 (07/19/86) 2052.4    (m)         6734.     (f) VERT ANG       
 KK1615
 KK1615.Superseded values are not recommended for survey control.
 KK1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1615.See file dsdata.txt to determine how the superseded data were derived.
 KK1615
 KK1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED5798319958(NAD 83)
 KK1615_MARKER: Z = SEE DESCRIPTION
 KK1615_SETTING: 0 = UNSPECIFIED SETTING
 KK1615
 KK1615  HISTORY     - Date     Condition        Report By
 KK1615  HISTORY     - 1970     MONUMENTED       USGS
 KK1615
 KK1615                          STATION DESCRIPTION
 KK1615
 KK1615'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (WAK)
 KK1615'THE STATION IS LOCATED WEST 16 DEGREES SOUTH ABOUT 2 MILES AIRLINE
 KK1615'FROM CALHAN, COLORADO.  WEST 25 DEGREES SOUTH ABOUT 39 MILES
 KK1615'AIRLINE FROM LIMON, COLORADO.  ABOUT 200 FEET NORTH OF U.S. HIGHWAY
 KK1615'24.  ABOUT 200 FEET EAST OF A GRADED ROAD.  ABOUT 7 FEET NORTH OF
 KK1615'A SNOW FENCE.  7 FEET NORTH OF A USGS WITNESS SIGN MOUNTED ON A
 KK1615'METAL POST.  ON A GRASSY RIDGE.
 KK1615'
 KK1615'TO REACH THE STATION FROM THE POST OFFICE IN CALHAN, COLORADO,
 KK1615'GO SOUTH 0.1 MILE TO U.S. HIGHWAY 24, TURN RIGHT (WEST) AND GO
 KK1615'1.4 MILES TO T-ROAD NORTH LEADING TO THE BANDT RANCH, TURN RIGHT
 KK1615'(NORTH) AND GO THROUGH RANCH YARD ON THE EAST SIDE OF THE HOUSE
 KK1615'FOR 0.2 MILE TO GATE, PASS THROUGH GATE AND BEAR LEFT (WEST)
 KK1615'AND THEN SOUTHWEST FOR 0.4 MILE TO TOP OF RIDGE AND THE STATION.
 KK1615'
 KK1615'ALL MARKS ARE USGS BRASS TABLETS SOLDERED TO COPPER COATED STEEL
 KK1615'RODS CENTERED IN TILE 6 INCHES IN DIAMETER AND 12 INCHES LONG FILLED
 KK1615'WITH GRAVEL AND SET FLUSH WITH THE GROUND SURFACE.
 KK1615'
 KK1615'STATION MARK IS A ROD DRIVEN 12 FEET TO REFUSAL.  TABLET STAMPED
 KK1615'BANDT ET 1970.
 KK1615'
 KK1615'REFERENCE MARK NO. 1 IS A ROD DRIVEN 12 FEET TO REFUSAL.  TABLET
 KK1615'STAMPED BANDT ET 1 1970.
 KK1615'
 KK1615'REFERENCE MARK NO. 2 IS A ROD DRIVEN 15 FEET TO REFUSAL.  TABLET
 KK1615'STAMPED BANDT ET 2 1970.
 KK1615'
 KK1615'STATION CALHAN ET 1970 IS VISIBLE FROM THE GROUND AT THIS STATION
 KK1615'AND WILL SERVE AS THE AZIMUTH MARK.
 KK1615'
 KK1615'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1971 ***********************************************************************
 KK1971  DESIGNATION -  BANNER
 KK1971  PID         -  KK1971
 KK1971  STATE/COUNTY-  CO/JEFFERSON
 KK1971  USGS QUAD   -  PINE (1994)
 KK1971
 KK1971                         *CURRENT SURVEY CONTROL
 KK1971  ___________________________________________________________________
 KK1971* NAD 83(1992)-  39 25 08.72663(N)    105 17 44.94668(W)     ADJUSTED  
 KK1971* NAVD 88     -      2586.4    (meters)    8486.     (feet)  VERTCON   
 KK1971  ___________________________________________________________________
 KK1971  LAPLACE CORR-         -11.93  (seconds)                    DEFLEC99
 KK1971  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 KK1971
 KK1971  HORZ ORDER  -  FIRST
 KK1971
 KK1971.The horizontal coordinates were established by classical geodetic methods
 KK1971.and adjusted by the National Geodetic Survey in January 1993..
 KK1971
 KK1971.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1971
 KK1971.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1971
 KK1971.The geoid height was determined by GEOID03.
 KK1971
 KK1971;                    North         East     Units Scale Factor Converg.
 KK1971;SPC CO C     -   480,853.002   931,983.649   MT  0.99995128   +0 07 43.6
 KK1971;SPC CO C     - 1,577,598.56  3,057,683.02   sFT  0.99995128   +0 07 43.6
 KK1971;UTM  13      - 4,363,326.950   474,536.330   MT  0.99960798   -0 11 16.2
 KK1971
 KK1971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1971!SPC CO C     -   0.99959663  x   0.99995128  =   0.99954793
 KK1971!UTM  13      -   0.99959663  x   0.99960798  =   0.99920477
 KK1971
 KK1971:                Primary Azimuth Mark                     Grid Az
 KK1971:SPC CO C     -  RILEY PK                                 009 50 58.4
 KK1971:UTM  13      -  RILEY PK                                 010 09 58.2
 KK1971
 KK1971|---------------------------------------------------------------------|
 KK1971| PID    Reference Object                     Distance      Geod. Az  |
 KK1971|                                                           dddmmss.s |
 KK1971| KK1969 RILEY PK                            APPROX. 7.3 KM 0095842.0 |
 KK1971| KK1970 BANNER COPPER BOLT                   15.451 METERS 03813     |
 KK1971| CP7361 BANNER RM 1                          10.696 METERS 05452     |
 KK1971| CP7362 BANNER RM 2                           8.310 METERS 33821     |
 KK1971|---------------------------------------------------------------------|
 KK1971
 KK1971                          SUPERSEDED SURVEY CONTROL
 KK1971
 KK1971  NAD 83(1986)-  39 25 08.72287(N)    105 17 44.94832(W) AD(       ) 1
 KK1971  NAD 27      -  39 25 08.76008(N)    105 17 42.97147(W) AD(       ) 1
 KK1971  NGVD 29 (07/19/86) 2585.3    (m)         8482.     (f) VERT ANG       
 KK1971
 KK1971.Superseded values are not recommended for survey control.
 KK1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1971.See file dsdata.txt to determine how the superseded data were derived.
 KK1971
 KK1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7453663327(NAD 83)
 KK1971_MARKER: DS = TRIANGULATION STATION DISK
 KK1971_SETTING: 66 = SET IN ROCK OUTCROP
 KK1971_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KK1971_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1971+STABILITY: POSITION/ELEVATION WELL
 KK1971
 KK1971  HISTORY     - Date     Condition        Report By
 KK1971  HISTORY     - 1977     MONUMENTED       NGS
 KK1971
 KK1971                          STATION DESCRIPTION
 KK1971
 KK1971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1971'THE STATION IS LOCATED 5 MILES WEST OF THE DOUGLAS COUNTY
 KK1971'LINE, 2 MILES WEST OF CATHEDRAL SPIRES PEAK, 2 MILES
 KK1971'NORTHWEST OF THE BUFFALO CREEK COMMUNITY, 3/4 MILE
 KK1971'NORTHEAST OF PINE, 1 MILE NORTH OF THE NORTH BORDER OF THE
 KK1971'PIKE NATIONAL FOREST, IN THE SOUTHWEST CORNER OF SECTION 24,
 KK1971'T 7 S, R 71 W, ON THE SOUTHWEST END OF BANNER PEAK (A WELL
 KK1971'DEFINED ROCKY PEAK).
 KK1971'
 KK1971'THIS IS A 1 HOUR PACK WITH LOAD.
 KK1971'
 KK1971'TO REACH THE STATION FROM THE PINE POST OFFICE, GO SOUTHEAST
 KK1971'ON STATE HIGHWAY 126 FOR 2.8 MILES TO A ROAD LEFT.  TURN LEFT,
 KK1971'NORTH, THROUGH BUFFALO CREEK ON COUNTY ROUTE 96 FOR 3.4 MILES
 KK1971'TO THE FOXTON POST OFFICE (A THREE BUILDING COMMUNITY).
 KK1971'CONTINUE AHEAD ON THE DIRT ROAD FOR 0.3 MILE TO A ROAD LEFT
 KK1971'THAT PARALLELS THE MAIN ROAD.  BEAR LEFT ON THE SECONDARY
 KK1971'ROAD FOR 0.6 MILE TO A FORK.  BEAR LEFT, UPHILL, FOR 1.2 MILES
 KK1971'TO A FORK AT THE KOTAMI GIRL SCOUT CAMP.  KEEP LEFT, UPHILL,
 KK1971'FOR 0.55 MILE TO A FORK AT A FRAME HOUSE AND A BARN.  KEEP
 KK1971'LEFT ON NARROW ROAD FOR 0.7 MILE TO A FORK AND A CREEK BED
 KK1971'ON THE LEFT.  KEEP LEFT FOR 200 FEET TO A GATE.  PASS
 KK1971'THROUGH THE GATE AND GO SOUTHWEST ON ROAD FOR 0.4 MILE TO A
 KK1971'CABIN ON THE LEFT.  CONTINUE SOUTHWEST ON ROAD, THEN CREEK
 KK1971'BED FOR 0.9 MILE TO WHERE ROAD ENTERS WOODS.  BEAR LEFT
 KK1971'INTO WOODS FOR 0.05 MILE TO A GATE.  PASS THROUGH GATE AND GO
 KK1971'0.15 MILE TO A GATE.  PASS THROUGH GATE AND FOLLOW ROAD FOR
 KK1971'0.55 MILE TO A GATE.  PASS THROUGH GATE
 KK1971'AND FOLLOW ROAD SOUTH FOR 0.35 MILE TO A ROAD RIGHT.  TURN
 KK1971'RIGHT, SOUTHWEST, ON THE TRACK ROAD
 KK1971'FOR 0.1 MILE TO A SLIGHTLY OPEN AREA ON THE RIGHT JUST PAST
 KK1971'LARGE ROCK FORMATION, AND END OF TRUCK TRAVEL.  THE STATION
 KK1971'HILL CAN BE SEEN TO THE WEST FROM HERE.  PROPERTY OWNER
 KK1971'WILL NOT LET TRUCKS PASS THIS POINT.  PACK NORTH THROUGH
 KK1971'LIGHT GROWTH AREA FOR ABOUT 0.2 MILE, THEN WEST, UPHILL TO
 KK1971'THE NORTH SIDE OF THE HILL.  BEAR LEFT UP STEEP GRADE ON
 KK1971'NORTH SIDE OF HILL TO THE TOP, THEN SOUTH ACROSS TOP OF
 KK1971'PEAK TO THE SOUTHWEST END AND STATION.
 KK1971'
 KK1971'STATION MARK, STAMPED---BANNER 1977---, A STANDARD DISK
 KK1971'CEMENTED IN
 KK1971'A DRILL HOLE IN BEDROCK.  IT IS 51 FEET SOUTHWEST OF THE
 KK1971'HIGHEST POINT, 15 FEET SOUTH OF A LONE CEDAR BUSH, AND 10
 KK1971'FEET NORTH OF A DROPOFF.
 KK1971'
 KK1971'REFERENCE MARK 1, STAMPED---BANNER NO 1 1977---, A STANDARD
 KK1971'DISK CEMENTED
 KK1971'IN A DRILL HOLE IN A 4 X 6 FOOT BOULDER THAT PROJECTS 5 FEET
 KK1971'ON THE SOUTH SIDE.  IT IS 15 FEET NORTH OF A DROPOFF AND
 KK1971'THE SLOPE MEASUREMENT IS 35.3 FEET.
 KK1971'
 KK1971'REFERENCE MARK 2, STAMPED---BANNER NO 2 1977---, IS
 KK1971'A STANDARD DISK CEMENTED
 KK1971'IN A DRILL HOLE IN A 4 X 8 FOOT BOULDER THAT PROJECTS 5 FEET
 KK1971'ON THE WEST SIDE.  IT IS 8 FEET EAST-SOUTHEAST OF A 9-INCH
 KK1971'SPRUCE TREE.  SLOPE MEASUREMENT IS 29.8 FEET.
 KK1971'
 KK1971'COPPER BOLT, A 1/2-INCH COPPER BOLT CEMENTED IN A DRILL HOLE
 KK1971'IN A 6 BY 4 FOOT BOULDER, THIS BOULDER IS THE HIGHEST POINT
 KK1971'ON THE HILL, THE BOLT PROJECTS 1 INCH ABOVE THE BOULDER.
 KK1971'A TAPED DISTANCE OF 50.69 FEET, 15.451 METERS WAS MADE TO
 KK1971'TRIANGULATION STATION BANNER.  THE MARK IS ABOUT 4 FEET
 KK1971'HIGHER THAN THE STATION.
 KK1971'
 KK1971'NO AZIMUTH MARK FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1970 ***********************************************************************
 KK1970  DESIGNATION -  BANNER COPPER BOLT
 KK1970  PID         -  KK1970
 KK1970  STATE/COUNTY-  CO/JEFFERSON
 KK1970  USGS QUAD   -  PINE (1994)
 KK1970
 KK1970                         *CURRENT SURVEY CONTROL
 KK1970  ___________________________________________________________________
 KK1970* NAD 83(1992)-  39 25 09.12023(N)    105 17 44.54704(W)     ADJUSTED  
 KK1970* NAVD 88     -      2586.     (meters)    8484.     (feet)  VERTCON   
 KK1970  ___________________________________________________________________
 KK1970  LAPLACE CORR-         -11.93  (seconds)                    DEFLEC99
 KK1970  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 KK1970
 KK1970  HORZ ORDER  -  SECOND
 KK1970
 KK1970.The horizontal coordinates were established by classical geodetic methods
 KK1970.and adjusted by the National Geodetic Survey in January 1993..
 KK1970
 KK1970.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1970
 KK1970.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1970
 KK1970.The geoid height was determined by GEOID03.
 KK1970
 KK1970;                    North         East     Units Scale Factor Converg.
 KK1970;SPC CO C     -   480,865.161   931,993.181   MT  0.99995129   +0 07 43.8
 KK1970;SPC CO C     - 1,577,638.45  3,057,714.29   sFT  0.99995129   +0 07 43.8
 KK1970;UTM  13      - 4,363,339.052   474,545.925   MT  0.99960798   -0 11 16.0
 KK1970
 KK1970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1970!SPC CO C     -   0.99959668  x   0.99995129  =   0.99954799
 KK1970!UTM  13      -   0.99959668  x   0.99960798  =   0.99920482
 KK1970
 KK1970                          SUPERSEDED SURVEY CONTROL
 KK1970
 KK1970  NAD 83(1986)-  39 25 09.11647(N)    105 17 44.54868(W) AD(       ) 2
 KK1970  NAD 27      -  39 25 09.15369(N)    105 17 42.57184(W) AD(       ) 2
 KK1970  NGVD 29 (07/19/86) 2585.     (m)         8481.     (f) VERT ANG       
 KK1970
 KK1970.Superseded values are not recommended for survey control.
 KK1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1970.See file dsdata.txt to determine how the superseded data were derived.
 KK1970
 KK1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7454663339(NAD 83)
 KK1970_MARKER: B = BOLT
 KK1970_SETTING: 80 = SET IN A BOULDER
 KK1970_SP_SET: SET IN DRILL HOLE IN A BOULDER
 KK1970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1970+STABILITY: SURFACE MOTION
 KK1970
 KK1970  HISTORY     - Date     Condition        Report By
 KK1970  HISTORY     - 1977     MONUMENTED       NGS
 KK1970
 KK1970                          STATION DESCRIPTION
 KK1970
 KK1970'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1970'THE STATION IS LOCATED 5 MILES EAST OF THE PARK COUNTY
 KK1970'LINE, 2 MILES WEST OF CATHEDRAL SPIRES PEAK, 2 MILES
 KK1970'NORTHWEST OF THE BUFFALO CREEK COMMUNITY, 3/4 MILE
 KK1970'NORTHEAST OF PINE, 1 MILE NORTH OF THE NORTH BORDER OF THE
 KK1970'PIKE NATIONAL FOREST, IN THE SOUTHWEST CORNER OF SECTION 24,
 KK1970'T 7 S, R 71 W, ON THE HIGHEST BOULDER ON THE SOUTHWEST END OF
 KK1970'THE PEAK.  PROPERTY OWNER UNKNOWN.
 KK1970'
 KK1970'THIS IS A 1 HOUR PACK WITH LOAD.
 KK1970'
 KK1970'TO REACH THE STATION FROM THE PINE POST OFFICE, GO SOUTHEAST
 KK1970'ON STATE HIGHWAY 126 FOR 2.8 MILES TO A ROAD LEFT.  TURN LEFT,
 KK1970'NORTH, THROUGH BUFFALO CREEK, ON COUNTY ROUTE 96 FOR 3.4 MILES
 KK1970'TO THE FOXTON POST OFFICE ( A 3 BUILDING COMMUNITY).
 KK1970'CONTINUE AHEAD ON THE DIRT ROAD FOR 0.3 MILE TO A ROAD LEFT
 KK1970'THAT PARALLELS THE MAIN ROAD.  BEAR LEFT ON THE SECONDARY
 KK1970'ROAD FOR 0.6 MILE TO A FORK.  BEAR LEFT, UPHILL, FOR 1.2 MILES
 KK1970'TO A FORK AT THE KOTAMI GIRL SCOUT CAMP.  KEEP LEFT, UPHILL,
 KK1970'FOR 0.55 MILE TO A FORK AT A FRAME HOUSE AND BARN.  KEEP LEFT
 KK1970'ON NARROW ROAD FOR 0.7 MILE TO A FORK AND A CREEK BED ON THE
 KK1970'LEFT.  KEEP LEFT FOR 200 FEET TO A GATE.  PASS THROUGH GATE
 KK1970'AND GO SOUTHWEST ON ROAD AND CREEKBED FOR 0.4 MILE TO A
 KK1970'CABIN ON THE LEFT.  CONTINUE SOUTHWEST ON ROAD AND CREEK BED
 KK1970'FOR 0.9 MILE TO WHERE ROAD ENTERS WOODS.  BEAR LEFT
 KK1970'INTO WOODS FOR 0.05 MILE TO A GATE.  PASS THROUGH GATE
 KK1970'AND FOLLOW WOODS ROAD FOR 0.15 MILE TO A GATE.  PASS
 KK1970'THROUGH GATE AND GO SOUTH FOR 0.55 MILE TO A GATE.  PASS
 KK1970'THROUGH GATE AND GO SOUTH FOR 0.35 MILE TO A DIM ROAD
 KK1970'RIGHT.  TURN RIGHT, SOUTHWEST, ON THE TRACK ROAD FOR
 KK1970'0.1 MILE TO A DIM ROAD RIGHT JUST PASS SOME LARGE ROCK
 KK1970'FORMATIONS.  (THIS IS END OF TRUCK TRAVEL, OWNER WILL NOT
 KK1970'ALLOW TRUCKS ACROSS HIS PROPERTY).  THE STATION HILL CAN
 KK1970'BE SEEN 1/2 MILE WEST FROM THIS POINT.  PACK NORTH THROUGH
 KK1970'LIGHT GROWTH AREA FOR ABOUT 0.2 MILE, THEN WEST, UP SLIGHT
 KK1970'GRADE TO THE NORTH SIDE OF THE HILL.  BEAR LEFT UP STEEP
 KK1970'GRADE TO TOP OF SLOPE, THEN SOUTH ALONG EAST SIDE OF PEAK
 KK1970'TO THE SOUTHWEST END AND THE STATION.
 KK1970'
 KK1970'COPPER BOLT, A 1/2-INCH COPPER BOLT CEMENTED IN A DRILL HOLE
 KK1970'IN A 6 X 4 FOOT HIGH BOULDER, PROJECTING 1 INCH.  (THIS
 KK1970'BOULDER IS THE HIGHEST POINT ON THE HILL).  A TAPED DISTANCE
 KK1970'OF 50.69 FEET, 15.451 METERS WAS MEASURED TO TRIANGULATION
 KK1970'STATION---BANNER---, WHICH IS ABOUT 4 FEET LOWER THAN THE
 KK1970'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0382 ***********************************************************************
 JM0382  DESIGNATION -  BAR
 JM0382  PID         -  JM0382
 JM0382  STATE/COUNTY-  CO/MONTROSE
 JM0382  USGS QUAD   -  HOOVERS CORNER (1962)
 JM0382
 JM0382                         *CURRENT SURVEY CONTROL
 JM0382  ___________________________________________________________________
 JM0382* NAD 83(1992)-  38 35 20.10829(N)    108 01 10.58348(W)     ADJUSTED  
 JM0382* NAVD 88     -      1715.6    (meters)    5629.     (feet)  VERTCON   
 JM0382  ___________________________________________________________________
 JM0382  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 JM0382  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 JM0382
 JM0382  HORZ ORDER  -  THIRD
 JM0382
 JM0382.The horizontal coordinates were established by classical geodetic methods
 JM0382.and adjusted by the National Geodetic Survey in January 1993..
 JM0382
 JM0382.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0382
 JM0382.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0382
 JM0382.The geoid height was determined by GEOID03.
 JM0382
 JM0382;                    North         East     Units Scale Factor Converg.
 JM0382;SPC CO S     -   521,110.600   694,899.629   MT  1.00003210   -1 32 43.7
 JM0382;SPC CO S     - 1,709,677.03  2,279,849.87   sFT  1.00003210   -1 32 43.7
 JM0382;SPC CO C     -   391,720.164   694,913.557   MT  0.99997559   -1 35 20.7
 JM0382;SPC CO C     - 1,285,168.57  2,279,895.56   sFT  0.99997559   -1 35 20.7
 JM0382;UTM  12      - 4,275,373.410   759,590.397   MT  1.00042993   +1 51 36.0
 JM0382;UTM  13      - 4,275,485.078   236,993.469   MT  1.00045192   -1 53 04.2
 JM0382
 JM0382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0382!SPC CO S     -   0.99973353  x   1.00003210  =   0.99976562
 JM0382!SPC CO C     -   0.99973353  x   0.99997559  =   0.99970913
 JM0382!UTM  12      -   0.99973353  x   1.00042993  =   1.00016335
 JM0382!UTM  13      -   0.99973353  x   1.00045192  =   1.00018533
 JM0382
 JM0382:                Primary Azimuth Mark                     Grid Az
 JM0382:SPC CO S     -  BARREN                                   193 45 52.5
 JM0382:SPC CO C     -  BARREN                                   193 48 29.5
 JM0382:UTM  12      -  BARREN                                   190 21 32.8
 JM0382:UTM  13      -  BARREN                                   194 06 13.0
 JM0382
 JM0382|---------------------------------------------------------------------|
 JM0382| PID    Reference Object                     Distance      Geod. Az  |
 JM0382|                                                           dddmmss.s |
 JM0382| JM0384 BARREN                              APPROX. 4.7 KM 1921308.8 |
 JM0382|---------------------------------------------------------------------|
 JM0382
 JM0382                          SUPERSEDED SURVEY CONTROL
 JM0382
 JM0382  NAD 83(1986)-  38 35 20.09979(N)    108 01 10.57743(W) AD(       ) 3
 JM0382  NAD 27      -  38 35 20.14814(N)    108 01 08.33273(W) AD(       ) 3
 JM0382  NGVD 29 (07/19/86) 1714.4    (m)         5625.     (f) VERT ANG       
 JM0382
 JM0382.Superseded values are not recommended for survey control.
 JM0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0382.See file dsdata.txt to determine how the superseded data were derived.
 JM0382
 JM0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH5959075373(NAD 83)
 JM0382
 JM0382  HISTORY     - Date     Condition        Report By
 JM0382  HISTORY     - 1951     MONUMENTED       USGS
 JM0382  HISTORY     - 1966     GOOD             USGS
 JM0382
 JM0382                          STATION DESCRIPTION
 JM0382
 JM0382'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (AWH)
 JM0382'STATION LOCATED ABOUT 2 MI. (AIRLINE) S. OF AND 2 MI. W. OF OLATHE,
 JM0382'COLORADO, IN THE W. HALF OF SEC. 20, T 5 N, R 10 W.
 JM0382'
 JM0382'TO REACH FROM OLATHE (POTATO GROWERS BUILDING), DRIVE W. ON HIGHWAY
 JM0382'348 FOR 2.5 MI. TO Y-RD.  THEN LEFT (SW.) FOR 0.9 MI. ON GRADED
 JM0382'GRAVEL RD. TO T-RD. E.  TURN E. ON DIRT RD. TO TOP OF MESA AND ON
 JM0382'S. 0.9 MI. TO STATION SITE.  STATION IS AT TOP OF MESA 13 FT. E. OF
 JM0382'RD.
 JM0382'
 JM0382'STATION MARK--STANDARD TABLET, STAMPED ---BAR 1951---, CEMENTED IN
 JM0382'SOLID ROCK PROJECTING 0.1 FT. ABOVE GROUND.
 JM0382'
 JM0382'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0749 ***********************************************************************
 KL0749  DESIGNATION -  BAR H
 KL0749  PID         -  KL0749
 KL0749  STATE/COUNTY-  CO/GARFIELD
 KL0749  USGS QUAD   -  RED ELEPHANT POINT (1987)
 KL0749
 KL0749                         *CURRENT SURVEY CONTROL
 KL0749  ___________________________________________________________________
 KL0749* NAD 83(1992)-  39 47 26.22305(N)    107 46 43.15660(W)     ADJUSTED  
 KL0749* NAVD 88     -      2919.     (meters)    9577.     (feet)  SCALED    
 KL0749  ___________________________________________________________________
 KL0749  LAPLACE CORR-           7.85  (seconds)                    DEFLEC99
 KL0749  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 KL0749
 KL0749  HORZ ORDER  -  SECOND
 KL0749
 KL0749.The horizontal coordinates were established by classical geodetic methods
 KL0749.and adjusted by the National Geodetic Survey in January 1993..
 KL0749
 KL0749.The orthometric height was scaled from a topographic map.
 KL0749
 KL0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0749
 KL0749.The geoid height was determined by GEOID03.
 KL0749
 KL0749;                    North         East     Units Scale Factor Converg.
 KL0749;SPC CO C     -   524,529.436   719,244.554   MT  1.00000829   -1 26 13.6
 KL0749;SPC CO C     - 1,720,893.66  2,359,721.51   sFT  1.00000829   -1 26 13.6
 KL0749;SPC CO N     -   358,080.260   719,249.355   MT  0.99998889   -1 28 20.3
 KL0749;SPC CO N     - 1,174,801.65  2,359,737.26   sFT  0.99998889   -1 28 20.3
 KL0749;UTM  13      - 4,408,212.073   262,074.970   MT  1.00029697   -1 46 44.9
 KL0749
 KL0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0749!SPC CO C     -   0.99954449  x   1.00000829  =   0.99955278
 KL0749!SPC CO N     -   0.99954449  x   0.99998889  =   0.99953339
 KL0749!UTM  13      -   0.99954449  x   1.00029697  =   0.99984133
 KL0749
 KL0749|---------------------------------------------------------------------|
 KL0749| PID    Reference Object                     Distance      Geod. Az  |
 KL0749|                                                           dddmmss.s |
 KL0749| CM6888 BAR H RM 1                           18.615 METERS 10216     |
 KL0749| KL0720 CLINETOP                            APPROX.24.4 KM 1184821.6 |
 KL0749| CM6887 BAR H AZ MK                                        1742505.8 |
 KL0749| CM6889 BAR H RM 2                           10.778 METERS 19242     |
 KL0749|---------------------------------------------------------------------|
 KL0749
 KL0749                          SUPERSEDED SURVEY CONTROL
 KL0749
 KL0749  NAD 83(1986)-  39 47 26.21716(N)    107 46 43.14942(W) AD(       ) 2
 KL0749  NAD 27      -  39 47 26.29000(N)    107 46 40.90900(W) AD(       ) 2
 KL0749
 KL0749.Superseded values are not recommended for survey control.
 KL0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0749.See file dsdata.txt to determine how the superseded data were derived.
 KL0749
 KL0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBE6207508212(NAD 83)
 KL0749_MARKER: DS = TRIANGULATION STATION DISK
 KL0749_SETTING: 80 = SET IN A BOULDER
 KL0749_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KL0749
 KL0749  HISTORY     - Date     Condition        Report By
 KL0749  HISTORY     - 1937     MONUMENTED       CGS
 KL0749
 KL0749                          STATION DESCRIPTION
 KL0749
 KL0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KL0749'STATION IS ABOUT 17 MILES N OF THE TOWN OF RIFLE, COLORADO
 KL0749'AND ABOUT 1-3/4 MILES SW OF THE BAR H RANGER STATION.  STATION
 KL0749'IS ON THE TOP OF A FLAT ROUNDED SUMMIT WHICH IS CLEAR EXCEPT
 KL0749'FOR INTERMITTENT GREVES OF ASPEN.  TO THE E AND S THE AREA
 KL0749'IS FAIRLY LEVEL.  TO THE N AND W ABOUT 1/4 MILE DISTANT A
 KL0749'VALLEY EXTENDS AROUND THE SUMMIT.  STATION IS DUE N ABOUT
 KL0749'275 PACES OF ROCK ON S SIDE OF ROAD.  ROCK IS ABOUT 12
 KL0749'INCHES IN DIAMETER WITH CHISELED TRIANGLE MARK U.S. STATION
 KL0749'IS AT SW END OF A GROVE OF ASPENS.
 KL0749'
 KL0749'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS
 KL0749'WEDGED IN DRILL HOLES IN BOULDERS.
 KL0749'
 KL0749'REFERENCE MARK NO. 1 IS DUE E AND REFERENCE MARK NO. 2 IS
 KL0749'DUE S OF STATION AND ABOUT THE SAME ELEVATION.
 KL0749'
 KL0749'AZIMUTH MARK IS ABOUT 1/4 MILE S BY E OF STATION AT THE
 KL0749'N EDGE OF GROVE OF ASPENS ABOUT 80 PACES S OF THE ROAD.
 KL0749'
 KL0749'TO REACH THE STATION FROM RIFLE, GO N, FROM THE FLAGPOLE ON
 KL0749'MAIN STREET, ON STATE HIGHWAY 13 FOR 3.2 MILES TO A ROAD
 KL0749'TO THE RIGHT AT SIGN (RIFLE MOUNTAIN PARK 12 MILES) TURN
 KL0749'RIGHT, E, ON THIS ROAD GO 4.0 MILES TO ANOTHER FORK AND SIGN
 KL0749'(RIFLE MOUNTAIN PARK).  TAKE RIGHT FORK AND FOLLOW MAIN ROAD
 KL0749'ALONG POWER LINE 7.3 MILES TO GATE AND CATTLE GUARD (ENTRANCE
 KL0749'TO RIFLE PARK).  CONTINUE STRAIGHT AHEAD UP NARROW CANYON ON
 KL0749'MAIN ROAD 4.65 MILES TO FORK AND SIGN (COULTER MESA 4 MILES).
 KL0749'TAKE LEFT FORK UP SIDE OF RIDGE 0.55 MILE TO FORK, SIGNBOARD
 KL0749'ON TREE IN FORK, TAKE LEFT FORK 3.25 MILES TO TOP OF RIDGE
 KL0749'AND POLE GATE, SIGN ON GATEPOST (COULTER RANCHES, NO
 KL0749'HUNTING).  THENCE CONTINUE ON 0.15 MILE TO FORK, RANCH
 KL0749'BUILDINGS VISIBLE TO LEFT, TAKE RIGHT FORK 0.1 MILE TO POLE
 KL0749'GATE.  CONTINUE ON 0.25 MILE TO FORK, FROM HERE TAKE RIGHT
 KL0749'FORK 3.55 MILES TO LOG CABIN ON E SIDE OF ROAD.  CONTINUE
 KL0749'ON 0.3 MILE TO ANOTHER FORK.  TAKE RIGHT FORK IN NE
 KL0749'DIRECTION ON MAIN-TRAVELED ROAD (UP AND DOWN HILL AND
 KL0749'THROUGH BRUSH) 2.50 MILES TO TOP OF RIDGE AND SMALL BARE
 KL0749'SPOT ON LEFT SIDE OF ROAD WITH CHISELED ROCK.  LEAVE ROAD AND
 KL0749'TURN RIGHT NE THROUGH GRASS TO CORNER OF ASPEN GROVE, 0.15
 KL0749'MILE, TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1779 ***********************************************************************
 KK1779  DESIGNATION -  BARBARA
 KK1779  PID         -  KK1779
 KK1779  STATE/COUNTY-  CO/JEFFERSON
 KK1779  USGS QUAD   -  GOLDEN (1994)
 KK1779
 KK1779                         *CURRENT SURVEY CONTROL
 KK1779  ___________________________________________________________________
 KK1779* NAD 83(1992)-  39 51 05.58504(N)    105 10 43.39354(W)     ADJUSTED  
 KK1779* NAVD 88     -      1773.1    (meters)    5817.     (feet)  GPS OBS   
 KK1779  ___________________________________________________________________
 KK1779  X           -  -1,284,184.274 (meters)                     COMP
 KK1779  Y           -  -4,733,530.907 (meters)                     COMP
 KK1779  Z           -   4,066,471.229 (meters)                     COMP
 KK1779  LAPLACE CORR-         -16.38  (seconds)                    DEFLEC99
 KK1779  ELLIP HEIGHT-        1756.97  (meters)          (12/03/02) GPS OBS
 KK1779  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 KK1779
 KK1779  HORZ ORDER  -  FIRST
 KK1779  VERT ORDER  -  THIRD (See Below)
 KK1779  ELLP ORDER  -  FOURTH    CLASS II
 KK1779
 KK1779.The horizontal coordinates were established by GPS observations
 KK1779.and adjusted by the National Geodetic Survey in February 2000..
 KK1779
 KK1779.The orthometric height was determined by GPS observations and a
 KK1779.high-resolution geoid model.
 KK1779.The vertical order pertains to the NGVD 29 superseded value.
 KK1779
 KK1779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK1779
 KK1779.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1779
 KK1779.The ellipsoidal height was determined by GPS observations
 KK1779.and is referenced to NAD 83.
 KK1779
 KK1779.The geoid height was determined by GEOID03.
 KK1779
 KK1779;                    North         East     Units Scale Factor Converg.
 KK1779;SPC CO C     -   528,896.069   941,896.987   MT  1.00002167   +0 12 09.5
 KK1779;SPC CO C     - 1,735,219.85  3,090,207.03   sFT  1.00002167   +0 12 09.5
 KK1779;UTM  13      - 4,411,296.367   484,711.490   MT  0.99960288   -0 06 52.3
 KK1779
 KK1779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1779!SPC CO C     -   0.99972444  x   1.00002167  =   0.99974610
 KK1779!UTM  13      -   0.99972444  x   0.99960288  =   0.99932743
 KK1779
 KK1779|---------------------------------------------------------------------|
 KK1779| PID    Reference Object                     Distance      Geod. Az  |
 KK1779|                                                           dddmmss.s |
 KK1779| KK2124 BARBARA RM 1                          9.294 METERS 10019     |
 KK1779| KK2125 BARBARA RM 2                          9.475 METERS 29222     |
 KK1779| KK1790 BARBARA AZ MK                       APPROX. 0.6 KM 2995319.7 |
 KK1779| KK1799 ROCKY FLATS TANK                    APPROX. 4.9 KM 3270107.1 |
 KK1779|---------------------------------------------------------------------|
 KK1779
 KK1779                          SUPERSEDED SURVEY CONTROL
 KK1779
 KK1779  ELLIP H (02/17/00) 1757.00   (m)                       GP(       ) 4 2
 KK1779  NAD 83(1992)-  39 51 05.58412(N)    105 10 43.39559(W) AD(       ) 1
 KK1779  NAD 83(1986)-  39 51 05.58037(N)    105 10 43.39284(W) AD(       ) 1
 KK1779  NAD 27      -  39 51 05.63061(N)    105 10 41.43974(W) AD(       ) 1
 KK1779  NGVD 29 (03/28/06) 1772.02   (m)         5813.7    (f) RESET       3  
 KK1779
 KK1779.Superseded values are not recommended for survey control.
 KK1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1779.See file dsdata.txt to determine how the superseded data were derived.
 KK1779
 KK1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE8471111296(NAD 83)
 KK1779_MARKER: DH = HORIZONTAL CONTROL DISK
 KK1779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1779_SP_SET: CONCRETE POST
 KK1779_STAMPING: BARBARA 1977
 KK1779_MARK LOGO: NGS   
 KK1779_PROJECTION: FLUSH
 KK1779_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KK1779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1779+STABILITY: SURFACE MOTION
 KK1779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1779+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1999
 KK1779
 KK1779  HISTORY     - Date     Condition        Report By
 KK1779  HISTORY     - 1977     MONUMENTED       NGS
 KK1779  HISTORY     - 1982     GOOD             NGS
 KK1779  HISTORY     - 19990223 GOOD             NGS
 KK1779
 KK1779                          STATION DESCRIPTION
 KK1779
 KK1779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1779'THE STATION IS LOCATED 8 MILES NORTH-NORTHEAST OF GOLDEN, 4
 KK1779'MILES SOUTH OF THE BOULDER COUNTY LINE, 1-1/2 MILES WEST OF THE
 KK1779'MIDDLE OF STANDLEY LAKE, 3/4 MILE SOUTHEAST OF THE SOUTHEAST
 KK1779'CORNER OF THE ROCKY FLATS NUCLEAR PLANT COMPLEX, IN THE
 KK1779'NORTHWEST CORNER OF SECTION 25, T 2 S, R 70 W, AND ON THE
 KK1779'ROAD RIGHT-OF-WAY.
 KK1779'
 KK1779'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 72
 KK1779'AND 93 ABOUT 8 MILES NORTH OF GOLDEN, GO EAST ON HIGHWAY 72
 KK1779'FOR 1.7 MILES TO THE ENTRANCE TO THE TOSCO CORPORATION ON THE
 KK1779'RIGHT.  CONTINUE ON HIGHWAY 72 FOR 1.3 MILES TO A ROAD CURVE
 KK1779'LEFT AND THE AZIMUTH MARK ON THE LEFT AT A UTILITY POLE WITH A
 KK1779'GUY WIRE.  CONTINUE SOUTHEAST ON HIGHWAY 72 FOR 0.35 MILE TO
 KK1779'A ROAD CURVE LEFT AND THE STATION ON THE RIGHT.
 KK1779'
 KK1779'STATION MARKS, STAMPED---BARBARA 1977---, ARE STANDARD DISKS.
 KK1779'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 KK1779'MONUMENT FLUSH WITH THE GROUND.  IT IS 66 FEET SOUTHWEST OF
 KK1779'THE HIGHWAY CENTER, 51.5 FEET NORTHEAST OF THE NORTH RAIL OF A
 KK1779'SINGLE TRACK, 20.5 FEET SOUTHEAST OF A FIRE HYDRANT, 18 FEET
 KK1779'EAST OF A UTILITY POLE AND 4 FEET NORTH OF A VEE FENCE CORNER
 KK1779'POST WITH A WITNESS SIGN.
 KK1779'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 KK1779'CONCRETE MASS ABOUT 42 INCHES BELOW GROUND.
 KK1779'
 KK1779'REFERENCE MARK 1, STAMPED---BARBARA NO 1 1977---, IS A
 KK1779'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 KK1779'MONUMENT FLUSH WITH THE GROUND.  IT IS 63.5 FEET SOUTHWEST OF
 KK1779'THE HIGHWAY CENTER, 50 FEET SOUTHEAST OF THE HYDRANT, 30 FEET
 KK1779'EAST-SOUTHEAST OF THE FENCE CORNER POST, 1 FOOT NORTHEAST OF
 KK1779'OF A FENCE, AND LEVEL WITH THE STATION.
 KK1779'
 KK1779'REFERENCE MARK 2, STAMPED---BARBARA NO 2 1977---, IS A
 KK1779'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 KK1779'MONUMENT FLUSH WITH THE GROUND.  IT IS 63.5 FEET SOUTHWEST OF
 KK1779'THE HIGHWAY CENTER, 17 FEET NORTH-NORTHWEST OF THE UTILITY
 KK1779'POLE, 12 FEET WEST-NORTHWEST OF THE HYDRANT, 1 FOOT NORTHEAST
 KK1779'OF THE FENCE, AND LEVEL WITH THE STATION.
 KK1779'
 KK1779'AZIMUTH MARK, STAMPED---BARBARA 1977---, IS A STANDARD DISK
 KK1779'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT FLUSH WITH
 KK1779'THE GROUND.  IT IS 43.5 FEET NORTHEAST OF THE HIGHWAY CENTER,
 KK1779'10 FEET SOUTHWEST OF A UTILITY POLE,
 KK1779'4 FEET WEST OF A METAL WITNESS POST, 4 FEET NORTHEAST OF THE
 KK1779'GUY WIRE, AND 3 FEET SOUTHWEST OF THE FENCE.
 KK1779'
 KK1779'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL MARKS.
 KK1779'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1 METER.
 KK1779
 KK1779                          STATION RECOVERY (1982)
 KK1779
 KK1779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK1779'11.4 KM (7.10 MI) NW FROM ARVADA.
 KK1779'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KK1779'5.4 KM (3.35 MI) EAST OF THE JUNCTION OF STATE HIGHWAYS 72 AND 93 ON
 KK1779'STATE HIGHWAY 72 AT A ROAD CURVE LEFT AND THE MARK ON THE RIGHT, 20.1
 KK1779'M (65.9 FT) SOUTHWEST OF THE HIGHWAY CENTER, 15.7 M (51.5 FT)
 KK1779'NORTHEAST OF THE NORTH RAIL OF A SINGLE TRACK, 6.2 M (20.3 FT)
 KK1779'SOUTHEAST OF A FIRE HYDRANT, AND 5.5 M (18.0 FT) EAST OF A UTILITY
 KK1779'POLE.
 KK1779'THE MARK IS 3.9 FT  N FROM  SIGN ON A FENCE POST
 KK1779'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 72.
 KK1779
 KK1779                          STATION RECOVERY (1999)
 KK1779
 KK1779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 KK1779'THE STATION IS LOCATED ABOUT 8 MI (12.9 KM) NORTH-NORTHEAST OF GOLDEN,
 KK1779'4 MI (6.4 KM) SOUTH OF THE BOULDER-JEFFERSON COUNTY LINE AND 0.75 MI
 KK1779'(1.21 KM) SOUTHEAST OF THE SOUTHEAST CORNER OF ROCKY FLATS NUCLEAR
 KK1779'PLANT COMPLEX, IN THE NORTHWEST 1/4 OF SECTION 25, T 2 S, R 70 W, AT
 KK1779'STATE HIGHWAY 72 MILEPOST 7.05.  OWNERSHIP--COLORADO DEPT.  OF
 KK1779'TRANSPORTATION RIGHT-OF-WAY
 KK1779'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 93 AND
 KK1779'STATE HIGHWAY 72 ABOUT 8 MI (12.9 KM) NORTH OF GOLDEN, GO EAST ON
 KK1779'STATE HIGHWAY 72 FOR 3.5 MI (5.6 KM) TO THE STATION ON THE RIGHT AT A
 KK1779'CURVE
 KK1779'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 KK1779'POST FLUSH WITH THE GROUND.  IT IS 20.1 M (65.9 FT) SOUTHWEST FROM THE
 KK1779'CENTER LINE OF THE HIGHWAY, 15.7 M (51.5 FT) NORTHEAST FROM THE NORTH
 KK1779'RAIL, 6.2 M (20.3 FT) SOUTHEAST FROM A FIRE HYDRANT, 5.5 M (18.0 FT)
 KK1779'EAST FROM A UTILITY POLE, 1.2 M (3.9 FT) NORTH FROM A WITNESS POST
 KK1779'SIGN ON A FENCE POST, 0.6 M (2.0 FT) WEST OF A PLASTIC WITNESS POST
 KK1779'AND ABOUT THE SAME LEVEL AS THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1790 ***********************************************************************
 KK1790  DESIGNATION -  BARBARA AZ MK
 KK1790  PID         -  KK1790
 KK1790  STATE/COUNTY-  CO/JEFFERSON
 KK1790  USGS QUAD   -  GOLDEN (1994)
 KK1790
 KK1790                         *CURRENT SURVEY CONTROL
 KK1790  ___________________________________________________________________
 KK1790* NAD 83(1992)-  39 51 14.88156(N)    105 11 04.38068(W)     ADJUSTED  
 KK1790* NAVD 88     -      1785.5    (meters)    5858.     (feet)  VERTCON   
 KK1790  ___________________________________________________________________
 KK1790  LAPLACE CORR-         -16.80  (seconds)                    DEFLEC99
 KK1790  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 KK1790
 KK1790  HORZ ORDER  -  SECOND
 KK1790
 KK1790.The horizontal coordinates were established by classical geodetic methods
 KK1790.and adjusted by the National Geodetic Survey in January 1993..
 KK1790
 KK1790.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1790
 KK1790.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1790
 KK1790.The geoid height was determined by GEOID03.
 KK1790
 KK1790;                    North         East     Units Scale Factor Converg.
 KK1790;SPC CO C     -   529,181.050   941,397.082   MT  1.00002226   +0 11 56.2
 KK1790;SPC CO C     - 1,736,154.83  3,088,566.93   sFT  1.00002226   +0 11 56.2
 KK1790;UTM  13      - 4,411,583.991   484,213.378   MT  0.99960307   -0 07 05.8
 KK1790
 KK1790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1790!SPC CO C     -   0.99972249  x   1.00002226  =   0.99974475
 KK1790!UTM  13      -   0.99972249  x   0.99960307  =   0.99932567
 KK1790
 KK1790:                Primary Azimuth Mark                     Grid Az
 KK1790:SPC CO C     -  BARBARA                                  119 41 10.1
 KK1790:UTM  13      -  BARBARA                                  120 00 12.1
 KK1790
 KK1790|---------------------------------------------------------------------|
 KK1790| PID    Reference Object                     Distance      Geod. Az  |
 KK1790|                                                           dddmmss.s |
 KK1790| KK1779 BARBARA                             APPROX. 0.6 KM 1195306.3 |
 KK1790| KK1771 LAKEWOOD VALLEY DIST TANK           APPROX. 7.6 KM 1502332.0 |
 KK1790|---------------------------------------------------------------------|
 KK1790
 KK1790                          SUPERSEDED SURVEY CONTROL
 KK1790
 KK1790  NAD 83(1986)-  39 51 14.87784(N)    105 11 04.37795(W) AD(       ) 2
 KK1790  NAD 27      -  39 51 14.92811(N)    105 11 02.42442(W) AD(       ) 2
 KK1790  NGVD 29 (07/19/86) 1784.4    (m)         5854.     (f) VERT ANG       
 KK1790
 KK1790.Superseded values are not recommended for survey control.
 KK1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1790.See file dsdata.txt to determine how the superseded data were derived.
 KK1790
 KK1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE8421311584(NAD 83)
 KK1790_MARKER: DS = TRIANGULATION STATION DISK
 KK1790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK1790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1790+STABILITY: SURFACE MOTION
 KK1790
 KK1790  HISTORY     - Date     Condition        Report By
 KK1790  HISTORY     - 1977     MONUMENTED       NGS
 KK1790
 KK1790                          STATION DESCRIPTION
 KK1790
 KK1790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1790'THE STATION IS LOCATED 8 MILES NORTH-NORTHEAST OF GOLDEN, 4
 KK1790'MILES SOUTH OF THE BOULDER COUNTY LINE, 1-3/4 MILES WEST OF
 KK1790'THE MIDDLE OF STANDLEY LAKE, 1/2 MILE SOUTH-SOUTHEAST OF THE
 KK1790'SOUTHEAST CORNER OF THE ROCKY FLATS NUCLEAR PLANT COMPLEX
 KK1790'AND ON ROAD RIGHT-OF-WAY.
 KK1790'
 KK1790'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 72
 KK1790'AND 93, ABOUT 8 MILES NORTH OF GOLDEN, GO EAST ON HIGHWAY 72
 KK1790'FOR 1.7 MILES TO THE ENTRANCE TO THE TOSCO CORPORATION ON THE
 KK1790'RIGHT.  CONTINUE ON HIGHWAY 72 FOR 1.3 MILES TO A ROAD CURVE
 KK1790'LEFT AND THE STATION ON THE LEFT AT A UTILITY POLE WITH A
 KK1790'GUY WIRE.
 KK1790'
 KK1790'STATION MARK, STAMPED---BARBARA 1977---, IS A STANDARD
 KK1790'AZIMUTH MARK DISK
 KK1790'SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT FLUSH WITH
 KK1790'THE GROUND.  IT IS 43.5 FEET NORTHEAST OF THE HIGHWAY CENTER,
 KK1790'10 FEET SOUTHWEST OF A UTILITY POLE, 4 FEET WEST OF A METAL
 KK1790'WITNESS POST, 4 FEET NORTHEAST OF THE GUY WIRE, AND 3 FEET
 KK1790'SOUTHWEST OF A FENCE.
 KK1790'
 KK1790'AN ELECTRONIC DISTANCE MEASUREMENT WAS MADE TO TRIANGULATION
 KK1790'STATION BARBARA.
 KK1790'
 KK1790'STATION WAS NOT OCCUPIED AT THIS TIME.
 KK1790'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2124 ***********************************************************************
 KK2124  DESIGNATION -  BARBARA RM 1
 KK2124  PID         -  KK2124
 KK2124  STATE/COUNTY-  CO/JEFFERSON
 KK2124  USGS QUAD   -  GOLDEN (1994)
 KK2124
 KK2124                         *CURRENT SURVEY CONTROL
 KK2124  ___________________________________________________________________
 KK2124* NAD 83(1986)-  39 51 05.     (N)    105 10 43.     (W)     SCALED    
 KK2124* NAVD 88     -      1773.08   (+/-2cm)    5817.2    (feet)  VERTCON   
 KK2124  ___________________________________________________________________
 KK2124  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 KK2124
 KK2124  VERT ORDER  -  THIRD (See Below)
 KK2124
 KK2124.The horizontal coordinates were scaled from a topographic map and have
 KK2124.an estimated accuracy of +/- 6 seconds.
 KK2124
 KK2124.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2124.The vertical order pertains to the NGVD 29 superseded value.
 KK2124
 KK2124.The geoid height was determined by GEOID03.
 KK2124
 KK2124;                    North         East    Units  Estimated Accuracy
 KK2124;SPC CO C     -   528,880.      941,910.      MT  (+/- 180 meters Scaled)
 KK2124
 KK2124                          SUPERSEDED SURVEY CONTROL
 KK2124
 KK2124  NGVD 29 (03/28/06) 1771.99   (m)         5813.6    (f) RESET       3  
 KK2124
 KK2124.Superseded values are not recommended for survey control.
 KK2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2124.See file dsdata.txt to determine how the superseded data were derived.
 KK2124
 KK2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE847112(NAD 83)
 KK2124_MARKER: DR = REFERENCE MARK DISK
 KK2124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK2124_SP_SET: CONCRETE POST
 KK2124_STAMPING: BARBARA NO 1 1977
 KK2124_MARK LOGO: NGS   
 KK2124_PROJECTION: FLUSH
 KK2124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK2124+STABILITY: SURFACE MOTION
 KK2124
 KK2124  HISTORY     - Date     Condition        Report By
 KK2124  HISTORY     - 1977     MONUMENTED       NGS
 KK2124  HISTORY     - 1982     GOOD             NGS
 KK2124
 KK2124                          STATION DESCRIPTION
 KK2124
 KK2124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KK2124'11.4 KM (7.10 MI) NW FROM ARVADA.
 KK2124'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KK2124'5.4 KM (3.35 MI) EAST OF THE JUNCTION OF STATE HIGHWAYS 72 AND 93 ON
 KK2124'STATE HIGHWAY 72 AT A ROAD CURVE LEFT AND THE MARK ON THE RIGHT, 19.4
 KK2124'M (63.6 FT) SOUTHWEST OF THE HIGHWAY CENTER, 15.2 M (49.9 FT)
 KK2124'SOUTHEAST OF A FIRE HYDRANT, 9.1 M (29.9 FT) EAST-SOUTHEAST OF THE
 KK2124'FENCE CORNER POST, AND 0.3 M (1.0 FT) NORTHEAST OF A FENCE.
 KK2124'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 72.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2125 ***********************************************************************
 KK2125  DESIGNATION -  BARBARA RM 2
 KK2125  PID         -  KK2125
 KK2125  STATE/COUNTY-  CO/JEFFERSON
 KK2125  USGS QUAD   -  GOLDEN (1994)
 KK2125
 KK2125                         *CURRENT SURVEY CONTROL
 KK2125  ___________________________________________________________________
 KK2125* NAD 83(1986)-  39 51 05.     (N)    105 10 43.     (W)     SCALED    
 KK2125* NAVD 88     -      1773.46   (+/-2cm)    5818.4    (feet)  VERTCON   
 KK2125  ___________________________________________________________________
 KK2125  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 KK2125
 KK2125  VERT ORDER  -  THIRD (See Below)
 KK2125
 KK2125.The horizontal coordinates were scaled from a topographic map and have
 KK2125.an estimated accuracy of +/- 6 seconds.
 KK2125
 KK2125.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2125.The vertical order pertains to the NGVD 29 superseded value.
 KK2125
 KK2125.The geoid height was determined by GEOID03.
 KK2125
 KK2125;                    North         East    Units  Estimated Accuracy
 KK2125;SPC CO C     -   528,880.      941,910.      MT  (+/- 180 meters Scaled)
 KK2125
 KK2125                          SUPERSEDED SURVEY CONTROL
 KK2125
 KK2125  NGVD 29 (03/28/06) 1772.38   (m)         5814.9    (f) RESET       3  
 KK2125
 KK2125.Superseded values are not recommended for survey control.
 KK2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2125.See file dsdata.txt to determine how the superseded data were derived.
 KK2125
 KK2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE847112(NAD 83)
 KK2125_MARKER: DR = REFERENCE MARK DISK
 KK2125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK2125_SP_SET: CONCRETE POST
 KK2125_STAMPING: BARBARA NO 2 1977
 KK2125_MARK LOGO: NGS   
 KK2125_PROJECTION: FLUSH
 KK2125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK2125+STABILITY: SURFACE MOTION
 KK2125
 KK2125  HISTORY     - Date     Condition        Report By
 KK2125  HISTORY     - 1977     MONUMENTED       NGS
 KK2125  HISTORY     - 1982     GOOD             NGS
 KK2125
 KK2125                          STATION DESCRIPTION
 KK2125
 KK2125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KK2125'11.4 KM (7.10 MI) NW FROM ARVADA.
 KK2125'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 KK2125'5.4 KM (3.35 MI) EAST OF THE JUNCTION OF STATE HIGHWAYS 72 AND 93 ON
 KK2125'STATE HIGHWAY 72 AT A ROAD CURVE LEFT AND THE MARK ON THE RIGHT, 19.4
 KK2125'M (63.6 FT) SOUTHWEST OF THE HIGHWAY CENTER, 5.2 M (17.1 FT)
 KK2125'NORTH-NORTHWEST OF THE UTILITY POLE, 3.7 M (12.1 FT) WEST-NORTHWEST
 KK2125'OF THE HYDRANT, AND 0.3 M (1.0 FT) NORTHEAST OF THE FENCE.
 KK2125'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 72.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0283 ***********************************************************************
 HJ0283  DESIGNATION -  BARBER
 HJ0283  PID         -  HJ0283
 HJ0283  STATE/COUNTY-  CO/PROWERS
 HJ0283  USGS QUAD   -  DURKEE CREEK NW (1966)
 HJ0283
 HJ0283                         *CURRENT SURVEY CONTROL
 HJ0283  ___________________________________________________________________
 HJ0283* NAD 83(1992)-  37 53 14.68686(N)    102 10 24.68127(W)     ADJUSTED  
 HJ0283* NAVD 88     -      1123.     (meters)    3684.     (feet)  SCALED    
 HJ0283  ___________________________________________________________________
 HJ0283  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 HJ0283  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 HJ0283
 HJ0283  HORZ ORDER  -  SECOND
 HJ0283
 HJ0283.The horizontal coordinates were established by classical geodetic methods
 HJ0283.and adjusted by the National Geodetic Survey in November 1994..
 HJ0283
 HJ0283.The orthometric height was scaled from a topographic map.
 HJ0283
 HJ0283.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0283
 HJ0283.The geoid height was determined by GEOID03.
 HJ0283
 HJ0283;                    North         East     Units Scale Factor Converg.
 HJ0283;SPC CO S     -   445,493.483 1,206,942.953   MT  0.99994583   +2 02 25.4
 HJ0283;SPC CO S     - 1,461,589.87  3,959,778.67   sFT  0.99994583   +2 02 25.4
 HJ0283;SPC KS S     -   541,849.020    76,957.070   MT  0.99993606   -2 15 26.9
 HJ0283;UTM  13      - 4,197,090.183   748,561.085   MT  1.00036102   +1 44 12.0
 HJ0283
 HJ0283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0283!SPC CO S     -   0.99982749  x   0.99994583  =   0.99977333
 HJ0283!SPC KS S     -   0.99982749  x   0.99993606  =   0.99976356
 HJ0283!UTM  13      -   0.99982749  x   1.00036102  =   1.00018845
 HJ0283
 HJ0283|---------------------------------------------------------------------|
 HJ0283| PID    Reference Object                     Distance      Geod. Az  |
 HJ0283|                                                           dddmmss.s |
 HJ0283| CM8344 BARBER RM 2                          17.488 METERS 00150     |
 HJ0283| JJ0783 COOLIDGE SULLIVAN INC ELEVATOR      APPROX.21.9 KM 0392607.4 |
 HJ0283| JJ0785 COOLIDGE SE COLORADO COOP ELEV      APPROX.22.1 KM 0401847.5 |
 HJ0283| CM8342 BARBER AZ MK                                       1970807.8 |
 HJ0283| CM8343 BARBER RM 1                          24.811 METERS 27114     |
 HJ0283|---------------------------------------------------------------------|
 HJ0283
 HJ0283                          SUPERSEDED SURVEY CONTROL
 HJ0283
 HJ0283  NAD 83(1992)-  37 53 14.68716(N)    102 10 24.68052(W) AD(       ) 2
 HJ0283  NAD 83(1986)-  37 53 14.68680(N)    102 10 24.67585(W) AD(       ) 2
 HJ0283  NAD 27      -  37 53 14.64989(N)    102 10 23.00441(W) AD(       ) 2
 HJ0283
 HJ0283.Superseded values are not recommended for survey control.
 HJ0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0283.See file dsdata.txt to determine how the superseded data were derived.
 HJ0283
 HJ0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB4856197090(NAD 83)
 HJ0283_MARKER: DS = TRIANGULATION STATION DISK
 HJ0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0283
 HJ0283  HISTORY     - Date     Condition        Report By
 HJ0283  HISTORY     - 1954     MONUMENTED       CGS
 HJ0283
 HJ0283                          STATION DESCRIPTION
 HJ0283
 HJ0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 HJ0283'THE STATION IS LOCATED ON THE SUMMIT OF A LOW HILL THAT IS IN
 HJ0283'MR. BARBERS PASTURE LAND.  IT IS ABOUT 19 MILES AIRLINE
 HJ0283'SOUTH-SOUTHWEST OF HOLLY, ABOUT 12-1/2 MILES AIRLINE SOUTHEAST
 HJ0283'OF GRANADA, AND ABOUT 3/4 MILE EAST OF MR. BARBERS FARMHOUSE.
 HJ0283'
 HJ0283'THE STATION IS A STANDARD DISK, STAMPED BARBER 1953 AND SET
 HJ0283'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 HJ0283'4 INCHES.
 HJ0283'
 HJ0283'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BARBER NO 1
 HJ0283'1953 AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HJ0283'THAT PROJECTS 5 INCHES.  IT IS 1 FOOT LOWER THAN THE STATION.
 HJ0283'
 HJ0283'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BARBER NO 2
 HJ0283'1953 AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HJ0283'THAT PROJECTS 6 INCHES.  IT IS 1 FOOT HIGHER THAN THE STATION.
 HJ0283'
 HJ0283'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BARBER 1953
 HJ0283'AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HJ0283'THAT PROJECTS 5 INCHES.  IT IS 30 FEET NORTH OF A GRAIN BIN, AND
 HJ0283'4-1/2 FEET WEST OF A FENCE CORNER AND A GATE.  TO REACH THE
 HJ0283'MARK FROM THE STATION GO SOUTHERLY, CROSS COUNTRY, FOR 0.8
 HJ0283'MILE TO A SMALL GROUP OF BUILDINGS AND THE MARK.
 HJ0283'
 HJ0283'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50
 HJ0283'AND STATE HIGHWAY 89 IN HOLLY GO SOUTH ON STATE HIGHWAY 89
 HJ0283'FOR 1.8 MILES TO A CROSSROAD.  TURN RIGHT, WEST, AND FOLLOW
 HJ0283'THE GRADED ROAD WEST AND SOUTH FOR 6.3 MILES TO A FORK.  TAKE
 HJ0283'THE RIGHT FORK, SOUTHWEST AND WEST, FOR 0.55 MILE TO A T-ROAD.
 HJ0283'TURN LEFT, SOUTH, AND GO 7.4 MILES TO MR. BARBERS FARMHOUSE
 HJ0283'ON THE LEFT.  TURN LEFT, EAST, AND PASS THROUGH THE STOCK
 HJ0283'LOTS TO THE EAST SIDE OF THE LOTS AND A LANE.  GO EAST DOWN
 HJ0283'THE LANE FOR 0.3 MILE TO ITS END.  FROM THE END OF THE LANE
 HJ0283'GO NORTHEAST ACROSS THE PASTURE LAND FOR 0.5 MILE TO THE
 HJ0283'HIGHEST POINT OF THE PASTURE AND THE STATION.
 HJ0283'
 HJ0283'HEIGHT OF LIGHT ABOVE STATION MARK 17 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0327 ***********************************************************************
 HJ0327  DESIGNATION -  BARE
 HJ0327  PID         -  HJ0327
 HJ0327  STATE/COUNTY-  CO/BACA
 HJ0327  USGS QUAD   -  SPRINGFIELD WEST (1978)
 HJ0327
 HJ0327                         *CURRENT SURVEY CONTROL
 HJ0327  ___________________________________________________________________
 HJ0327* NAD 83(1992)-  37 29 02.18761(N)    102 44 50.14530(W)     ADJUSTED  
 HJ0327* NAVD 88     -      1389.     (meters)    4557.     (feet)  SCALED    
 HJ0327  ___________________________________________________________________
 HJ0327  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 HJ0327  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 HJ0327
 HJ0327  HORZ ORDER  -  THIRD
 HJ0327
 HJ0327.The horizontal coordinates were established by classical geodetic methods
 HJ0327.and adjusted by the National Geodetic Survey in January 1993..
 HJ0327
 HJ0327.The orthometric height was scaled from a topographic map.
 HJ0327
 HJ0327.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0327
 HJ0327.The geoid height was determined by GEOID03.
 HJ0327
 HJ0327;                    North         East     Units Scale Factor Converg.
 HJ0327;SPC CO S     -   399,091.622 1,157,821.969   MT  0.99996397   +1 41 18.5
 HJ0327;SPC CO S     - 1,309,353.10  3,798,620.91   sFT  0.99996397   +1 41 18.5
 HJ0327;UTM  13      - 4,150,943.189   699,175.700   MT  1.00008868   +1 22 16.8
 HJ0327
 HJ0327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0327!SPC CO S     -   0.99978570  x   0.99996397  =   0.99974968
 HJ0327!UTM  13      -   0.99978570  x   1.00008868  =   0.99987436
 HJ0327
 HJ0327|---------------------------------------------------------------------|
 HJ0327| PID    Reference Object                     Distance      Geod. Az  |
 HJ0327|                                                           dddmmss.s |
 HJ0327| CM8349 BARE RM 3                            18.584 METERS 08412     |
 HJ0327| HJ0323 SPRINGFIELD N MUN TANK OF 2         APPROX.14.1 KM 1254931.7 |
 HJ0327| HJ0321 SPRINGFIELD GANO GRAIN CO ELEV      APPROX.15.0 KM 1283335.4 |
 HJ0327| HJ0325 SPRINGFIELD S MUN TANK OF 2         APPROX.14.5 KM 1285125.1 |
 HJ0327| HJ0324 SPRINGFIELD COOP GRAIN ELEV         APPROX.14.6 KM 1292315.5 |
 HJ0327| CM8347 BARE RM 1                            22.478 METERS 17722     |
 HJ0327| CM8346 BARE AZ MK 2                                       1782711.6 |
 HJ0327| CM8345 BARE AZ MK                                         1782957.2 |
 HJ0327| CM8348 BARE RM 2                            14.630 METERS 26726     |
 HJ0327|---------------------------------------------------------------------|
 HJ0327
 HJ0327                          SUPERSEDED SURVEY CONTROL
 HJ0327
 HJ0327  NAD 83(1986)-  37 29 02.18584(N)    102 44 50.13263(W) AD(       ) 3
 HJ0327  NAD 27      -  37 29 02.13607(N)    102 44 48.41838(W) AD(       ) 3
 HJ0327
 HJ0327.Superseded values are not recommended for survey control.
 HJ0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0327.See file dsdata.txt to determine how the superseded data were derived.
 HJ0327
 HJ0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB9917650943(NAD 83)
 HJ0327_MARKER: DS = TRIANGULATION STATION DISK
 HJ0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0327
 HJ0327  HISTORY     - Date     Condition        Report By
 HJ0327  HISTORY     - 1953     MONUMENTED       CGS
 HJ0327  HISTORY     - 19740302 MARK NOT FOUND   USGS
 HJ0327  HISTORY     - 1975     SEE DESCRIPTION  NGS
 HJ0327
 HJ0327                          STATION DESCRIPTION
 HJ0327
 HJ0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HJ0327'THE STATION IS LOCATED ON THE SOUTH SIDE OF AN EAST-WEST ROAD
 HJ0327'IN THE NORTHEAST CORNER OF A SCHOOLYARD, ABOUT 9 MILES AIRLINE
 HJ0327'NORTHEAST OF PRITCHETT AND ABOUT 8 MILES AIRLINE NORTHWEST OF
 HJ0327'SPRINGFIELD.
 HJ0327'
 HJ0327'TO REACH THE STATION FROM THE BACA COUNTY COURTHOUSE IN SPRINGFIELD
 HJ0327'GO NORTH ON U.S. HIGHWAY 287 FOR 6.4 MILES TO A SIDE ROAD ON THE
 HJ0327'LEFT.  TURN LEFT, WEST, AND GO 5.9 MILES TO A CROSS ROAD.  TURN
 HJ0327'LEFT AND GO SOUTH 1.0 MILE TO A SIDE ROAD ON THE RIGHT.  TURN
 HJ0327'RIGHT AND GO WEST 1.0 MILE TO A SMALL ABANDONED SCHOOLHOUSE
 HJ0327'AND THE STATION ON THE LEFT.
 HJ0327'
 HJ0327'THE STATION MARK IS A STANDARD DISK STAMPED, BARE 1953 SET IN
 HJ0327'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES
 HJ0327'ABOVE THE GROUND.  IT IS 4 FEET EAST OF A WITNESS POST, 66 FEET
 HJ0327'NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOLHOUSE, AND 34
 HJ0327'FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 HJ0327'
 HJ0327'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED, BARE NO
 HJ0327'1 1953 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 HJ0327'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS SET IN A FENCE LINE
 HJ0327'54 FEET EAST OF THE SOUTHEAST CORNER OF THE SCHOOLHOUSE AND
 HJ0327'IS THE SAME ELEVATION AS THE STATION.
 HJ0327'
 HJ0327'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED, BARE NO 2
 HJ0327'1953 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 HJ0327'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 34 FEET SOUTH OF THE
 HJ0327'CENTERLINE OF THE ROAD AND THE SAME ELEVATION AS THE STATION.
 HJ0327'
 HJ0327'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, BARE 1953 SET
 HJ0327'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 HJ0327'4 INCHES ABOVE THE GROUND.  IT IS 1 FOOT WEST OF A FENCE
 HJ0327'LINE AND 2 FEET NORTHWEST OF A TRIANGULAR BLAZED FENCE POST.
 HJ0327'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ALONG THE
 HJ0327'WEST SIDE OF A NORTH-SOUTH FENCE LINE FOR 0.5 MILE TO A
 HJ0327'TRIANGULAR BLAZED FENCE POST AND THE AZIMUTH MARK.
 HJ0327
 HJ0327                          STATION RECOVERY (1974)
 HJ0327
 HJ0327'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JEP)
 HJ0327'MARK NOT FOUND.
 HJ0327
 HJ0327                          STATION RECOVERY (1975)
 HJ0327
 HJ0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 HJ0327'STATION SUB-SURFACE MARK AND RM 1 WERE THE ONLY MARKS FOUND IN
 HJ0327'GOOD CONDITION.  REFERENCE MARK 2 IS STILL IN GROUND, HAS BEEN
 HJ0327'HIT, PART OF CONCRETE GONE AND PART OF STEM FOUND.  AZIMUTH MARK
 HJ0327'WAS NOT FOUND.
 HJ0327'
 HJ0327'A NEW STATION SURFACE MARK, A REFERENCE MARK NUMBER 3 AND AN
 HJ0327'AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.
 HJ0327'
 HJ0327'STATION IS REACHED FROM THE NORTHEAST CORNER OF THE BACA COUNTY
 HJ0327'COURTHOUSE (MAIN AND 7TH STREETS INTERSECTION) IN SPRINGFIELD.
 HJ0327'GO NORTH ON MAIN STREET, ALSO U.S. HIGHWAYS 287 AND 385 FOR 6.45
 HJ0327'MILES TO A CROSS ROAD.  TURN LEFT AND GO WEST ON A GRAVELED ROAD
 HJ0327'FOR 5.9 MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A GRADED
 HJ0327'ROAD FOR 1.0 MILE TO A FIELD ROAD ON RIGHT.  TURN RIGHT AND GO
 HJ0327'WEST ON THE FIELD ROAD FOR 1.0 MILE TO A FENCE CORNER, AN OLD
 HJ0327'ABANDONED SCHOOL FOUNDATION AND STATION ON LEFT, INSIDE A
 HJ0327'FENCED PASTURE.
 HJ0327'
 HJ0327'STATION IS A STATION MARK DISK, STAMPED BARE 1953 1975, SET IN THE
 HJ0327'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  MARK IS
 HJ0327'66.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE OLD SCHOOL
 HJ0327'FOUNDATION, 32 FEET SOUTH OF THE FARM ROAD, 8 FEET SOUTH OF A
 HJ0327'NORTH-SOUTH FENCELINE AND 7.8 FEET NORTHEAST OF A METAL WITNESS
 HJ0327'POST.
 HJ0327'
 HJ0327'REFERENCE MARK 1 IS A REFERENCE MARK DISK, STAMPED BARE NO 1 1953,
 HJ0327'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES.
 HJ0327'MARK IS 103 FEET SOUTH OF THE FARM ROAD, 81.5 FEET SOUTH OF THE
 HJ0327'EAST-WEST FENCELINE, 57 FEET SOUTHWEST OF A FENCECORNER AND 50.6
 HJ0327'FEET EAST OF THE SOUTHEAST CORNER OF THE OLD SCHOOL FOUNDATION.
 HJ0327'
 HJ0327'REFERENCE MARK NUMBER 3 IS A REFERENCE MARK DISK, STAMPED BARE 1953
 HJ0327'NO 3 1975, CLAMPED TO THE TOP OF A COPPER COVERED ROD WHICH IS
 HJ0327'CLAMPED TO AN OCTAGON SHAPED STEEL PLATE BURRIED IN THE GROUND.
 HJ0327'MARK IS 32 FEET SOUTH OF THE FARM ROAD, 5 FEET WEST OF A
 HJ0327'FENCECORNER AND 1 FOOT SOUTH OF A LARGE FENCE POST IN EAST-WEST
 HJ0327'FENCELINE.
 HJ0327'
 HJ0327'AZIMUTH MARK IS A REFERENCE MARK DISK, STAMPED BARE 1953 AZ 2
 HJ0327'1975, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 HJ0327'GROUND.  MARK IS 47 FEET EAST OF A TRACK ROAD, 2 FEET WEST OF A
 HJ0327'NORTH-SOUTH FENCELINE AND 2 FEET NORTH-NORTHWEST OF A METAL
 HJ0327'WITNESS POST WITH METAL SIGN ATTACHED.
 HJ0327'
 HJ0327'GO SOUTH ALONG NORTH-SOUTH FENCELINE FROM STATION FOR 0.5 MILE TO
 HJ0327'THE AZIMUTH MARK.
 HJ0327'
 HJ0327'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES NORTHWEST
 HJ0327'OF SPRINGVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0526 ***********************************************************************
 KJ0526  DESIGNATION -  BARE
 KJ0526  PID         -  KJ0526
 KJ0526  STATE/COUNTY-  CO/ELBERT
 KJ0526  USGS QUAD   -  MATHESON SE (1970)
 KJ0526
 KJ0526                         *CURRENT SURVEY CONTROL
 KJ0526  ___________________________________________________________________
 KJ0526* NAD 83(1992)-  39 01 33.29256(N)    103 47 16.31040(W)     ADJUSTED  
 KJ0526* NAVD 88     -      1724.1    (meters)    5656.     (feet)  VERTCON   
 KJ0526  ___________________________________________________________________
 KJ0526  LAPLACE CORR-          -5.96  (seconds)                    DEFLEC99
 KJ0526  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 KJ0526
 KJ0526  HORZ ORDER  -  SECOND
 KJ0526
 KJ0526.The horizontal coordinates were established by classical geodetic methods
 KJ0526.and adjusted by the National Geodetic Survey in January 1993..
 KJ0526
 KJ0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0526
 KJ0526.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0526
 KJ0526.The geoid height was determined by GEOID03.
 KJ0526
 KJ0526;                    North         East     Units Scale Factor Converg.
 KJ0526;SPC CO C     -   438,582.532 1,062,645.745   MT  0.99993676   +1 04 47.4
 KJ0526;SPC CO C     - 1,438,916.19  3,486,363.58   sFT  0.99993676   +1 04 47.4
 KJ0526;UTM  13      - 4,320,351.277   604,924.323   MT  0.99973556   +0 45 47.9
 KJ0526
 KJ0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0526!SPC CO C     -   0.99973267  x   0.99993676  =   0.99966945
 KJ0526!UTM  13      -   0.99973267  x   0.99973556  =   0.99946830
 KJ0526
 KJ0526|---------------------------------------------------------------------|
 KJ0526| PID    Reference Object                     Distance      Geod. Az  |
 KJ0526|                                                           dddmmss.s |
 KJ0526| CP7366 BARE RM 1                            10.147 METERS 08914     |
 KJ0526| CP7367 BARE RM 2                            10.256 METERS 26940     |
 KJ0526| KJ0529 SOUTH                               APPROX. 9.2 KM 2715445.2 |
 KJ0526|---------------------------------------------------------------------|
 KJ0526
 KJ0526                          SUPERSEDED SURVEY CONTROL
 KJ0526
 KJ0526  NAD 83(1986)-  39 01 33.28558(N)    103 47 16.30514(W) AD(       ) 2
 KJ0526  NAD 27      -  39 01 33.32083(N)    103 47 14.47875(W) AD(       ) 2
 KJ0526  NGVD 29 (07/19/86) 1723.3    (m)         5654.     (f) VERT ANG       
 KJ0526
 KJ0526.Superseded values are not recommended for survey control.
 KJ0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0526.See file dsdata.txt to determine how the superseded data were derived.
 KJ0526
 KJ0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD0492420351(NAD 83)
 KJ0526_MARKER: Z = SEE DESCRIPTION
 KJ0526_SETTING: 0 = UNSPECIFIED SETTING
 KJ0526
 KJ0526  HISTORY     - Date     Condition        Report By
 KJ0526  HISTORY     - 1970     MONUMENTED       USGS
 KJ0526
 KJ0526                          STATION DESCRIPTION
 KJ0526
 KJ0526'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (FJG)
 KJ0526'STATION IS LOCATED SOUTH 17 DEGREES WEST ABOUT 18 MILES AIRLINE
 KJ0526'FROM LIMON, COLORADO, EAST 26 DEGREES SOUTH ABOUT 18 MILES
 KJ0526'AIRLINE FROM SIMLA, COLORADO, ON A SLIGHT RISE 31 FEET NORTH OF
 KJ0526'THE CENTERLINE OF GRAVEL ROAD AND 3 FEET SOUTH OF THE
 KJ0526'RIGHT-OF-WAY FENCE AND A USGS WITNESS SIGN.
 KJ0526'
 KJ0526'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 24 AND
 KJ0526'STATE HIGHWAY 71 SOUTH, IN LIMON, COLORADO, PROCEED SOUTH ON
 KJ0526'STATE HIGHWAY 71 FOR 17.3 MILES.  THENCE RIGHT (WEST) ON GRAVEL
 KJ0526'ROAD FOR 4.9 MILES TO STATION MARK ON THE RIGHT.
 KJ0526'
 KJ0526'ALL MARKS ARE USGS BRASS TABLETS SOLDERED TO COPPERCOATED STEEL
 KJ0526'RODS CENTERED IN TILE 6 INCHES IN DIAMETER AND 12 INCHES LONG FILLED
 KJ0526'WITH GRAVEL AND SET FLUSH WITH GROUND SURFACE.
 KJ0526'
 KJ0526'STATION MARK IS A ROD DRIVEN 15 FEET.  TABLET STAMPED BARE ET
 KJ0526'1970.
 KJ0526'
 KJ0526'REFERENCE MARK NO. 1 IS A ROD DRIVEN 15 FEET.  TABLET
 KJ0526'STAMPED BARE ET 1970 1.
 KJ0526'
 KJ0526'REFERENCE MARK NO. 2 IS A ROD DRIVEN 14 FEET TO REFUSAL.  TABLET
 KJ0526'STAMPED BARE ET 1970 2.
 KJ0526'
 KJ0526'STATION SOUTH ET 1970 IS VISIBLE FROM THE GROUND AT THIS STATION
 KJ0526'AND WILL SERVE AS THE AZIMUTH MARK.
 KJ0526'
 KJ0526'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2000 ***********************************************************************
 KK2000  DESIGNATION -  BARE
 KK2000  PID         -  KK2000
 KK2000  STATE/COUNTY-  CO/PARK
 KK2000  USGS QUAD   -  GARO (1994)
 KK2000
 KK2000                         *CURRENT SURVEY CONTROL
 KK2000  ___________________________________________________________________
 KK2000* NAD 83(1992)-  39 03 44.64029(N)    105 55 47.91858(W)     ADJUSTED  
 KK2000* NAVD 88     -      2851.8    (meters)    9356.     (feet)  VERTCON   
 KK2000  ___________________________________________________________________
 KK2000  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 KK2000  GEOID HEIGHT-         -13.64  (meters)                     GEOID03
 KK2000
 KK2000  HORZ ORDER  -  FIRST
 KK2000
 KK2000.The horizontal coordinates were established by classical geodetic methods
 KK2000.and adjusted by the National Geodetic Survey in January 1993..
 KK2000
 KK2000.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2000
 KK2000.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2000
 KK2000.The geoid height was determined by GEOID03.
 KK2000
 KK2000;                    North         East     Units Scale Factor Converg.
 KK2000;SPC CO C     -   441,323.839   877,189.688   MT  0.99993614   -0 16 16.3
 KK2000;SPC CO C     - 1,447,909.96  2,877,913.17   sFT  0.99993614   -0 16 16.3
 KK2000;UTM  13      - 4,324,112.722   419,541.672   MT  0.99967971   -0 35 09.9
 KK2000
 KK2000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2000!SPC CO C     -   0.99955490  x   0.99993614  =   0.99949107
 KK2000!UTM  13      -   0.99955490  x   0.99967971  =   0.99923476
 KK2000
 KK2000:                Primary Azimuth Mark                     Grid Az
 KK2000:SPC CO C     -  BARE AZ MK                               081 25 31.4
 KK2000:UTM  13      -  BARE AZ MK                               081 44 25.0
 KK2000
 KK2000|---------------------------------------------------------------------|
 KK2000| PID    Reference Object                     Distance      Geod. Az  |
 KK2000|                                                           dddmmss.s |
 KK2000| CP7363 BARE AZ MK                                         0810915.1 |
 KK2000| CP7364 BARE RM 1                             7.690 METERS 08750     |
 KK2000| CP7365 BARE RM 2                            12.274 METERS 17508     |
 KK2000|---------------------------------------------------------------------|
 KK2000
 KK2000                          SUPERSEDED SURVEY CONTROL
 KK2000
 KK2000  NAD 83(1986)-  39 03 44.63384(N)    105 55 47.92146(W) AD(       ) 1
 KK2000  NAD 27      -  39 03 44.65400(N)    105 55 45.87500(W) AD(       ) 1
 KK2000  NGVD 29 (07/19/86) 2850.2    (m)         9351.     (f) VERT ANG       
 KK2000
 KK2000.Superseded values are not recommended for survey control.
 KK2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2000.See file dsdata.txt to determine how the superseded data were derived.
 KK2000
 KK2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD1954224113(NAD 83)
 KK2000_MARKER: DS = TRIANGULATION STATION DISK
 KK2000_SETTING: 80 = SET IN A BOULDER
 KK2000_SP_SET: SET IN DRILL HOLE IN A BOULDER
 KK2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK2000+STABILITY: SURFACE MOTION
 KK2000
 KK2000  HISTORY     - Date     Condition        Report By
 KK2000  HISTORY     - 1951     MONUMENTED       CGS
 KK2000  HISTORY     - 1954     GOOD             USGS
 KK2000  HISTORY     - 1959     GOOD             USGS
 KK2000
 KK2000                          STATION DESCRIPTION
 KK2000
 KK2000'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 KK2000'THE STATION IS LOCATED ON THE HIGHEST POINT OF A GRASSY,
 KK2000'ROUND TOP HILL, ABOUT 11 MILES SOUTH OF FAIRPLAY, 11 MILES
 KK2000'NORTH NORTHEAST OF ANTERO JUNCTION, 3-1/2 MILES NORTH OF ANTERO
 KK2000'RESERVOIR AND 10 FEET SOUTHEAST OF A WHITE WITNESS POST.
 KK2000'
 KK2000'TO REACH, FROM THE JUNCTION OF U.S. HIGHWAY 285 AND STATE
 KK2000'HIGHWAY 9 AT THE SOUTH END OF FAIRPLAY, GO SOUTHWEST, ON
 KK2000'U.S. HIGHWAY 285, FOR 10.55 MILES TO CROSSROADS JUST AFTER
 KK2000'CROSSING BRIDGE OVER SOUTH FORK OF SOUTH PLATTE RIVER.  TURN
 KK2000'LEFT, AND GO EASTERLY 0.55 TO WIRE GATE.  PASS THROUGH WIRE
 KK2000'GATE, AND GO EASTERLY 0.5 MILE TO WOODEN BRIDGE.  CROSS
 KK2000'BRIDGE AND CONTINUE EASTERLY 0.85 MILE TO GATE AND CATTLE
 KK2000'GUARD IN NORTH-SOUTH FENCELINE.  PASS THROUGH WIRE GATE AND
 KK2000'GO EAST 0.55 MILE TO FORKS.  TAKE RIGHT FORK, AND GO
 KK2000'SOUTHEAST 0.3 MILE TO A FENCE CORNER.  TURN RIGHT, ACROSS
 KK2000'COUNTRY AND UP HILL 0.2 MILE TO HIGHEST POINT OF HILL AND
 KK2000'THE STATION.
 KK2000'
 KK2000'THE STATION MARK IS A STANDARD DISK, STAMPED BARE 1951, SET
 KK2000'IN A DRILL HOLE IN A BOULDER 2 FEET IN DIAMETER WHICH IS
 KK2000'ABOUT FLUSH WITH THE GROUND.
 KK2000'
 KK2000'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BARE NO
 KK2000'1 1951, SET IN A DRILL HOLE IN A BOULDER 2 FEET IN DIAMETER
 KK2000'WHICH IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT THE SAME
 KK2000'ELEVATION AS THE STATION.
 KK2000'
 KK2000'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BARE NO
 KK2000'2 1951, SET IN A DRILL HOLE IN A BOULDER 16 INCHES IN DIAMETER
 KK2000'WHICH IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT THE SAME
 KK2000'ELEVATION AS THE STATION.
 KK2000'
 KK2000'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BARE 1951, SET
 KK2000'IN A DRILL HOLE IN A LARGE BOULDER 4 FEET IN DIAMETER WHICH
 KK2000'PROJECTS ABOUT 3 FEET.  IT IS LOCATED 225 FEET SOUTH OF THE
 KK2000'CENTERLINE OF A EAST-WEST TRACK ROAD AND ABOUT 150 FEET
 KK2000'LOWER THAN THE STATION.
 KK2000'
 KK2000'TO REACH, FROM THE STATION, GO NORTH, DOWN HILL 0.2 MILE TO
 KK2000'FENCE CORNER.  TURN RIGHT, AND GO EAST, ON TRACK ROAD 0.5
 KK2000'MILE TO THE AZIMUTH MARK.
 KK2000
 KK2000                          STATION RECOVERY (1954)
 KK2000
 KK2000'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 KK2000'THE STATION IS LOCATED ON THE HIGHEST POINT OF A GRASSY, ROUND TOP
 KK2000'HILL, ABOUT 11 MI. S. OF FAIRPLAY, 11 MI. NE. OF ANTERO JUNCTION, 3.5
 KK2000'MI. N. OF ANTERO RESERVOIR AND 10 FT. SE. OF A WHITE WITNESS POST.
 KK2000'
 KK2000'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 285 AND 9 AT THE S. END OF
 KK2000'FAIRPLAY, GO SE. ON HIGHWAY 285 FOR 10.55 MI. TO CROSSROADS JUST AFTER
 KK2000'CROSSING BRIDGE OVER SOUTH FORK OF SOUTH PLATTE RIVER, TURN LEFT AND
 KK2000'GO E. 0.55 MI. TO WIRE GATE, PASS THROUGH GATE, AND GO E. 0.5 MI. TO
 KK2000'WOODEN BRIDGE, CONTINUE E. 0.8 MI. TO GATE AND CATTLEGUARD IN N-S.
 KK2000'FENCE LINE, PASS THROUGH WIRE GATE AND GO E. 0.55 MI. TO FORKS, TAKE
 KK2000'RIGHT FORK AND GO SE. 0.3 MI. TO FENCE CORNER, TURN RIGHT, ACROSS
 KK2000'POINT OF HILL AND STATION.
 KK2000'
 KK2000'RECOVERED IN GOOD CONDITION.
 KK2000'
 KK2000'STATION MARK--STANDARD DISK STAMPED---BARE 1951---, SET IN DRILL
 KK2000'HOLE IN A BOULDER 2 FT. IN DIAMETER WHICH IS ABOUT FLUSH WITH THE
 KK2000'GROUND.
 KK2000'
 KK2000'REFERENCE MARKS--FOUND TO BE SAME AS REPORTED BY NGS, 1951.
 KK2000
 KK2000                          STATION RECOVERY (1959)
 KK2000
 KK2000'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KK2000'STATION MARK--STANDARD DISK, STAMPED ---BARE 1951---, SET IN DRILL
 KK2000'HOLE IN A BOULDER 2 FT. IN DIAMETER, WHICH IS ABOUT FLUSH WITH THE
 KK2000'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1259 ***********************************************************************
 JK1259  DESIGNATION -  BARE HILLS
 JK1259  PID         -  JK1259
 JK1259  STATE/COUNTY-  CO/FREMONT
 JK1259  USGS QUAD   -  HIGH PARK (1983)
 JK1259
 JK1259                         *CURRENT SURVEY CONTROL
 JK1259  ___________________________________________________________________
 JK1259* NAD 83(1992)-  38 38 48.53450(N)    105 19 14.68873(W)     ADJUSTED  
 JK1259* NAVD 88     -      2744.7    (meters)    9005.     (feet)  VERTCON   
 JK1259  ___________________________________________________________________
 JK1259  LAPLACE CORR-          -6.01  (seconds)                    DEFLEC99
 JK1259  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 JK1259
 JK1259  HORZ ORDER  -  THIRD
 JK1259
 JK1259.The horizontal coordinates were established by classical geodetic methods
 JK1259.and adjusted by the National Geodetic Survey in January 1993..
 JK1259
 JK1259.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1259
 JK1259.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1259
 JK1259.The geoid height was determined by GEOID03.
 JK1259
 JK1259;                    North         East     Units Scale Factor Converg.
 JK1259;SPC CO C     -   395,118.393   930,006.261   MT  0.99996713   +0 06 47.0
 JK1259;SPC CO C     - 1,296,317.59  3,051,195.54   sFT  0.99996713   +0 06 47.0
 JK1259;UTM  13      - 4,277,633.259   472,088.387   MT  0.99960959   -0 12 01.1
 JK1259
 JK1259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1259!SPC CO C     -   0.99957189  x   0.99996713  =   0.99953904
 JK1259!UTM  13      -   0.99957189  x   0.99960959  =   0.99918165
 JK1259
 JK1259:                Primary Azimuth Mark                     Grid Az
 JK1259:SPC CO C     -  RICE                                     158 39 00.1
 JK1259:UTM  13      -  RICE                                     158 57 48.2
 JK1259
 JK1259|---------------------------------------------------------------------|
 JK1259| PID    Reference Object                     Distance      Geod. Az  |
 JK1259|                                                           dddmmss.s |
 JK1259| JK1260 RICE                                APPROX. 5.5 KM 1584547.1 |
 JK1259|---------------------------------------------------------------------|
 JK1259
 JK1259                          SUPERSEDED SURVEY CONTROL
 JK1259
 JK1259  NAD 83(1986)-  38 38 48.52533(N)    105 19 14.69073(W) AD(       ) 3
 JK1259  NAD 27      -  38 38 48.53102(N)    105 19 12.70894(W) AD(       ) 3
 JK1259  NGVD 29 (07/19/86) 2743.4    (m)         9001.     (f) VERT ANG       
 JK1259
 JK1259.Superseded values are not recommended for survey control.
 JK1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1259.See file dsdata.txt to determine how the superseded data were derived.
 JK1259
 JK1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC7208877633(NAD 83)
 JK1259
 JK1259  HISTORY     - Date     Condition        Report By
 JK1259  HISTORY     - 1940     MONUMENTED       USGS
 JK1259  HISTORY     - 1974     GOOD             USGS
 JK1259
 JK1259                          STATION DESCRIPTION
 JK1259
 JK1259'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 JK1259'STATION IS ON THE HIGHEST POINT OF THE BARE HILLS, ABOUT 300 FT. S.
 JK1259'OF 1/4 CORNER, A WELL KNOWN POINT ABOUT 2 MI. NE. OF THE GREEN RANCH,
 JK1259'ON WEST WILSON CREEK.
 JK1259'
 JK1259'THE STATION IS BEST REACHED FROM THE GREEN RANCH, GO NE. ACROSS FLATS
 JK1259'TO FOOT OF HILLS, CLIMB S. SLOPE.
 JK1259'
 JK1259'STATION MARK--STANDARD BRONZE STATION TABLET, CEMENTED IN ROCK IN
 JK1259'PLACE, STAMPED ---BARE HILLS-R 1940---.
 JK1259'
 JK1259'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE TABLET, CEMENTED IN
 JK1259'ROCK IN PLACE, STAMPED ---NO. 1---, 32.06 FT. FROM STATION,
 JK1259'S 58 DEG 26 MIN E.
 JK1259'
 JK1259'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE TABLET, CEMENTED IN
 JK1259'ROCK IN PLACE, STAMPED ---NO. 2---, 15.70 FT. FROM STATION,
 JK1259'S 50 DEG 11 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0690 ***********************************************************************
 LK0690  DESIGNATION -  BARKER
 LK0690  PID         -  LK0690
 LK0690  STATE/COUNTY-  CO/MORGAN
 LK0690  USGS QUAD   -  DEAD HORSE SPRINGS (1984)
 LK0690
 LK0690                         *CURRENT SURVEY CONTROL
 LK0690  ___________________________________________________________________
 LK0690* NAD 83(1992)-  40 24 12.42134(N)    103 40 15.65384(W)     ADJUSTED  
 LK0690* NAVD 88     -      1412.     (meters)    4633.     (feet)  SCALED    
 LK0690  ___________________________________________________________________
 LK0690  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 LK0690  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 LK0690
 LK0690  HORZ ORDER  -  FIRST
 LK0690
 LK0690.The horizontal coordinates were established by classical geodetic methods
 LK0690.and adjusted by the National Geodetic Survey in January 1993..
 LK0690
 LK0690.The orthometric height was scaled from a topographic map.
 LK0690
 LK0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0690
 LK0690.The geoid height was determined by GEOID03.
 LK0690
 LK0690;                    North         East     Units Scale Factor Converg.
 LK0690;SPC CO N     -   425,218.243 1,069,645.690   MT  0.99996039   +1 10 54.4
 LK0690;SPC CO N     - 1,395,070.19  3,509,329.23   sFT  0.99996039   +1 10 54.4
 LK0690;UTM  13      - 4,473,385.643   612,772.946   MT  0.99975655   +0 51 41.4
 LK0690
 LK0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0690!SPC CO N     -   0.99978164  x   0.99996039  =   0.99974204
 LK0690!UTM  13      -   0.99978164  x   0.99975655  =   0.99953824
 LK0690
 LK0690|---------------------------------------------------------------------|
 LK0690| PID    Reference Object                     Distance      Geod. Az  |
 LK0690|                                                           dddmmss.s |
 LK0690| CP7369 BARKER RM 1                          26.073 METERS 16510     |
 LK0690| CP7370 BARKER RM 2                          23.461 METERS 24818     |
 LK0690| CP7368 BARKER AZ MK                                       2850815.2 |
 LK0690|---------------------------------------------------------------------|
 LK0690
 LK0690                          SUPERSEDED SURVEY CONTROL
 LK0690
 LK0690  NAD 83(1986)-  40 24 12.41305(N)    103 40 15.65403(W) AD(       ) 1
 LK0690  NAD 27      -  40 24 12.48260(N)    103 40 13.83810(W) AD(       ) 1
 LK0690
 LK0690.Superseded values are not recommended for survey control.
 LK0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0690.See file dsdata.txt to determine how the superseded data were derived.
 LK0690
 LK0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE1277373386(NAD 83)
 LK0690_MARKER: DS = TRIANGULATION STATION DISK
 LK0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0690
 LK0690  HISTORY     - Date     Condition        Report By
 LK0690  HISTORY     - 1934     MONUMENTED       CGS
 LK0690  HISTORY     - 1949     GOOD             USGS
 LK0690  HISTORY     - 1969     GOOD             CGS
 LK0690
 LK0690                          STATION DESCRIPTION
 LK0690
 LK0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 LK0690'STATION IS ABOUT 11 MILES NORTH OF BRUSH AND IS IN THE NORTHWEST
 LK0690'QUARTER SEC. 17, T. 5 N., R. 56 W.  THE STATION IS ON THE
 LK0690'TOP OF THE HIGHEST HILL IN ABOUT A THREE-MILE RADIUS AND IS
 LK0690'81 FEET WEST OF A FENCE LINE.  THE MARK PROJECTS 12 INCHES.
 LK0690'
 LK0690'THE STATION IS REACHED FROM FT. MORGAN BY GOING EAST ON
 LK0690'U.S. HIGHWAY 6 FOR 5.1 MILES.  TURN NORTH ON A GRAVELED ROAD
 LK0690'AND GO 3.1 MILES TO THE ROAD WHICH LEADS WEST TO STATION
 LK0690'CURRY.  CONTINUE NORTH FOR 3.5 MILES, TURN WEST AND GO 0.7
 LK0690'MILE, TURN NORTH AND GO 4.0 MILES, TURN EAST AND GO 2.0 MILES.
 LK0690'TURN SOUTH ABOUT 50 YARDS, PASS THROUGH THE FENCE, AND FOLLOW
 LK0690'ALONG THE SOUTH SIDE OF THE FENCE 0.3 MILE TO THE TOP OF THE
 LK0690'HILL AND THE STATION.
 LK0690'
 LK0690'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LK0690'BRONZE DISKS SET.
 LK0690'
 LK0690'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION AND PROJECTS
 LK0690'12 INCHES.
 LK0690'
 LK0690'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION AND PROJECTS
 LK0690'12 INCHES.
 LK0690'
 LK0690'AZIMUTH MARK IS ABOUT 0.8 MILE WEST-NORTHWEST OF THE STATION,
 LK0690'5 FEET SOUTHEAST OF THE FENCE CORNER ON THE SOUTH SIDE OF A
 LK0690'CATTLE GUARD AND PROJECTS 12 INCHES.
 LK0690'
 LK0690'A 15-FOOT STAND WAS ERECTED.
 LK0690
 LK0690                          STATION RECOVERY (1949)
 LK0690
 LK0690'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 LK0690'STATION MARK--STANDARD USC AND GS DISK, SET IN TOP OF CONCRETE POST.
 LK0690
 LK0690                          STATION RECOVERY (1969)
 LK0690
 LK0690'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 LK0690'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 LK0690'RECOVERED IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION WAS
 LK0690'ADEQUATE WITH THE EXCEPTION OF THE AZIMUTH MARK.
 LK0690'
 LK0690'TO REACH THE AZIMUTH MARK FROM THE FORK 0.4 MILE SOUTHWEST OF
 LK0690'THE RANCH HOUSE, TAKE THE RIGHT FORK AND FOLLOW THE TRACK ROAD
 LK0690'WEST FOR 0.15 MILE TO A GATE.  PASS THROUGH THE GATE AND CONTINUE
 LK0690'WEST FOR 0.5 MILE TO T FENCE CORNERS ON EITHER SIDE OF THE
 LK0690'ROAD AND THE MARK ON THE LEFT.  IT IS 4 FEET SOUTH OF AN
 LK0690'EAST-WEST FENCE AND 3 FEET EAST OF A NORTH-SOUTH FENCE.  PROJECTS
 LK0690'8 INCHES.
 LK0690'
 LK0690'NO OBSERVATIONS WERE MADE FROM THIS STATION AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3299 ***********************************************************************
 AB3299  DESIGNATION -  BARR LAKE
 AB3299  PID         -  AB3299
 AB3299  STATE/COUNTY-  CO/ADAMS
 AB3299  USGS QUAD   -  BRIGHTON (1994)
 AB3299
 AB3299                         *CURRENT SURVEY CONTROL
 AB3299  ___________________________________________________________________
 AB3299* NAD 83(1992)-  39 54 53.04947(N)    104 45 41.79956(W)     ADJUSTED  
 AB3299* NAVD 88     -      1569.718  (meters)    5149.98   (feet)  ADJUSTED  
 AB3299  ___________________________________________________________________
 AB3299  X           -  -1,248,504.133 (meters)                     COMP
 AB3299  Y           -  -4,738,250.745 (meters)                     COMP
 AB3299  Z           -   4,071,724.465 (meters)                     COMP
 AB3299  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 AB3299  ELLIP HEIGHT-        1551.80  (meters)          (12/03/02) GPS OBS
 AB3299  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 AB3299  DYNAMIC HT  -        1568.274 (meters)    5145.25  (feet)  COMP
 AB3299  MODELED GRAV-     979,651.4   (mgal)                       NAVD 88
 AB3299
 AB3299  HORZ ORDER  -  FIRST
 AB3299  VERT ORDER  -  SECOND    CLASS I
 AB3299  ELLP ORDER  -  FOURTH    CLASS II
 AB3299
 AB3299.The horizontal coordinates were established by GPS observations
 AB3299.and adjusted by the National Geodetic Survey in May 1996..
 AB3299
 AB3299.The orthometric height was determined by differential leveling
 AB3299.and adjusted by the National Geodetic Survey in July 2006..
 AB3299
 AB3299.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3299
 AB3299.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3299
 AB3299.The ellipsoidal height was determined by GPS observations
 AB3299.and is referenced to NAD 83.
 AB3299
 AB3299.The geoid height was determined by GEOID03.
 AB3299
 AB3299.The dynamic height is computed by dividing the NAVD 88
 AB3299.geopotential number by the normal gravity value computed on the
 AB3299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3299.degrees latitude (g = 980.6199 gals.).
 AB3299
 AB3299.The modeled gravity was interpolated from observed gravity values.
 AB3299
 AB3299;                    North         East     Units Scale Factor Converg.
 AB3299;SPC CO N     -   369,616.405   977,531.695   MT  0.99997394   +0 28 37.6
 AB3299;SPC CO N     - 1,212,649.82  3,207,118.57   sFT  0.99997394   +0 28 37.6
 AB3299;UTM  13      - 4,418,321.011   520,374.112   MT  0.99960511   +0 09 10.7
 AB3299
 AB3299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3299!SPC CO N     -   0.99975661  x   0.99997394  =   0.99973056
 AB3299!UTM  13      -   0.99975661  x   0.99960511  =   0.99936182
 AB3299
 AB3299                          SUPERSEDED SURVEY CONTROL
 AB3299
 AB3299  ELLIP H (05/15/96) 1551.85   (m)                       GP(       ) 3 1
 AB3299
 AB3299.Superseded values are not recommended for survey control.
 AB3299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3299.See file dsdata.txt to determine how the superseded data were derived.
 AB3299
 AB3299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE2037418321(NAD 83)
 AB3299_MARKER: DD = SURVEY DISK
 AB3299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3299_STAMPING: BARR LAKE 1995
 AB3299_MARK LOGO: CO-001
 AB3299_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3299+STABILITY: SURFACE MOTION
 AB3299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3299+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 AB3299
 AB3299  HISTORY     - Date     Condition        Report By
 AB3299  HISTORY     - 1995     MONUMENTED       CHANCE
 AB3299  HISTORY     - 20051026 GOOD             WOOLPT
 AB3299
 AB3299                          STATION DESCRIPTION
 AB3299
 AB3299'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (FND)
 AB3299'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) SOUTHEAST OF BRIGHTON, 2
 AB3299'MI (3.2 KM) SOUTH OF BARR LAKE, 7 MI (11.3 KM) NORTHEAST OF THE ROCKY
 AB3299'MOUNTAIN ARSENAL, 6.5 MI (10.5 KM) NORTHWEST OF THE TERMINAL AT DENVER
 AB3299'INTERNATIONAL AIRPORT, IN THE SOUTHEAST 1/4 OF SECTION 34, T 1 S, R 66
 AB3299'W, 6TH P.M.  OWNERSHIP--ADAMS COUNTY$TO REACH THE STATION FROM THE
 AB3299'INTERSECTION OF INTERSTATE HIGHWAY 76 AND STATE HIGHWAY 51, GO SOUTH
 AB3299'ALONG HIGHWAY 51 FOR 0.05 MI (0.08 KM) TO THE INTERSECTION WITH E.
 AB3299'120 AVENUE.  TURN LEFT AND GO NORTHEAST ALONG E.  120TH AVENUE FOR 0.2
 AB3299'MI (0.3 KM) TO A CURVE RIGHT.  BEAR RIGHT AND GO EAST ALONG E.  120TH
 AB3299'AVENUE FOR 2.3 MI (3.7 KM) TO THE INTERSECTION WITH TOWER ROAD.
 AB3299'CONTINUE AHEAD AND GO EAST ALONG E. 120TH AVENUE FOR 0.5 MI (0.8 KM)
 AB3299'TO THE INTERSECTION WITH AN ABANDONED PARKWAY AND THE STATION ON THE
 AB3299'LEFT$THE STATION MARK IS A STANDARD ADAMS COUNTY BRASS SURVEY MARK
 AB3299'DISK STAMPED --BARR LAKE 1995-- SET IN THE TOP OF A 24-INCH ROUND
 AB3299'CONCRETE POST FLUSH WITH GROUND LEVEL.  IT IS LOCATED IN THE MEDIAN OF
 AB3299'THE ABANDONED PARKWAY, 122 FT (37.2 M) NORTH OF THE CENTERLINE OF E.
 AB3299'120TH AVENUE, 26 FT (7.9 M) EAST OF THE CENTERLINE OF THE SOUTH-BOUND
 AB3299'LANE OF THE PARKWAY, 29 FT (8.8 M) WEST OF THE CENTERLINE OF THE
 AB3299'NORTH-BOUND LANE OF THE PARKWAY, 53.0 FT (16.2 M) NORTH OF THE
 AB3299'FLOWLINE OF A CONCRETE CURB AT THE SOUTH END OF THE MEDIAN, 15.4 FT
 AB3299'(4.7 M) EAST OF THE FLOWLINE OF A CONCRETE CURB, 17.8 FT (5.4 M) WEST
 AB3299'OF THE FLOWLINE OF A CONCRETE CURB, AND 2.5 FT (0.8 M) SOUTH OF A
 AB3299'CARSONITE WITNESS POST$DESCRIBED BY F.N. DREXEL
 AB3299
 AB3299                          STATION RECOVERY (2005)
 AB3299
 AB3299'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (CRR)
 AB3299'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0384 ***********************************************************************
 JM0384  DESIGNATION -  BARREN
 JM0384  PID         -  JM0384
 JM0384  STATE/COUNTY-  CO/MONTROSE
 JM0384  USGS QUAD   -  HOOVERS CORNER (1962)
 JM0384
 JM0384                         *CURRENT SURVEY CONTROL
 JM0384  ___________________________________________________________________
 JM0384* NAD 83(1992)-  38 32 51.44851(N)    108 01 51.57725(W)     ADJUSTED  
 JM0384* NAVD 88     -      1766.7    (meters)    5796.     (feet)  VERTCON   
 JM0384  ___________________________________________________________________
 JM0384  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 JM0384  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 JM0384
 JM0384  HORZ ORDER  -  THIRD
 JM0384
 JM0384.The horizontal coordinates were established by classical geodetic methods
 JM0384.and adjusted by the National Geodetic Survey in January 1993..
 JM0384
 JM0384.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0384
 JM0384.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0384
 JM0384.The geoid height was determined by GEOID03.
 JM0384
 JM0384;                    North         East     Units Scale Factor Converg.
 JM0384;SPC CO S     -   516,555.000   693,783.656   MT  1.00002286   -1 33 08.8
 JM0384;SPC CO S     - 1,694,730.86  2,276,188.54   sFT  1.00002286   -1 33 08.8
 JM0384;SPC CO C     -   387,165.638   693,794.162   MT  0.99998224   -1 35 46.6
 JM0384;SPC CO C     - 1,270,225.93  2,276,223.01   sFT  0.99998224   -1 35 46.6
 JM0384;UTM  12      - 4,270,757.732   758,746.594   MT  1.00042455   +1 51 04.3
 JM0384;UTM  13      - 4,270,934.197   235,850.133   MT  1.00045935   -1 53 23.6
 JM0384
 JM0384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0384!SPC CO S     -   0.99972550  x   1.00002286  =   0.99974836
 JM0384!SPC CO C     -   0.99972550  x   0.99998224  =   0.99970775
 JM0384!UTM  12      -   0.99972550  x   1.00042455  =   1.00014994
 JM0384!UTM  13      -   0.99972550  x   1.00045935  =   1.00018473
 JM0384
 JM0384:                Primary Azimuth Mark                     Grid Az
 JM0384:SPC CO S     -  MESA                                     180 35 34.2
 JM0384:SPC CO C     -  MESA                                     180 38 12.0
 JM0384:UTM  12      -  MESA                                     177 11 21.1
 JM0384:UTM  13      -  MESA                                     180 55 49.0
 JM0384
 JM0384|---------------------------------------------------------------------|
 JM0384| PID    Reference Object                     Distance      Geod. Az  |
 JM0384|                                                           dddmmss.s |
 JM0384| JM0383 MESA                                APPROX. 3.5 KM 1790225.4 |
 JM0384|---------------------------------------------------------------------|
 JM0384
 JM0384                          SUPERSEDED SURVEY CONTROL
 JM0384
 JM0384  NAD 83(1986)-  38 32 51.43792(N)    108 01 51.57249(W) AD(       ) 3
 JM0384  NAD 27      -  38 32 51.48355(N)    108 01 49.32678(W) AD(       ) 3
 JM0384  NGVD 29 (07/19/86) 1765.5    (m)         5792.     (f) VERT ANG       
 JM0384
 JM0384.Superseded values are not recommended for survey control.
 JM0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0384.See file dsdata.txt to determine how the superseded data were derived.
 JM0384
 JM0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH5874770758(NAD 83)
 JM0384
 JM0384  HISTORY     - Date     Condition        Report By
 JM0384  HISTORY     - 1951     MONUMENTED       USGS
 JM0384  HISTORY     - 1966     GOOD             USGS
 JM0384
 JM0384                          STATION DESCRIPTION
 JM0384
 JM0384'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (AWH)
 JM0384'LOCATED ABOUT 5 MI. N. AND 8 MI. (AIRLINE) W. OF MONTROSE, COLORADO,
 JM0384'IN THE UPPER HALF OF SEC. 6, T 49 N, R 10 W.
 JM0384'
 JM0384'TO REACH FROM THE JUNCTION OF HIGHWAYS 50 AND 90 IN MONTROSE, DRIVE
 JM0384'NW. 5.2 MI. ON HIGHWAY 50 TO A T-RD. W. AT SCHOOLHOUSE.  TURN LEFT
 JM0384'(W.) 3.8 MI. TO CROSSROADS, THENCE RIGHT (N.) 0.5 MI. ON HIGHWAY 65
 JM0384'TO CROSSROADS.  TURN LEFT (W.) 1.3 MI. TO CURVE N. AND T-RD. W. AT
 JM0384'L. R. COPPER RANCH.  THENCE W. ON DIRT RD. 0.2 MI. TO TOP OF MESA
 JM0384'AND T-RD. N.  TURN RIGHT (N.) 1.4 MI. TO FENCE CORNER AND STATION
 JM0384'SITE.  STATION LIES 276.4 FT. SE. OF FENCE CORNER.
 JM0384'
 JM0384'STATION MARK--STANDARD TABLET, STAMPED ---BARREN 1951---, CEMENTED IN
 JM0384'SOLID ROCK.
 JM0384'
 JM0384'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0675 ***********************************************************************
 LK0675  DESIGNATION -  BARREN
 LK0675  PID         -  LK0675
 LK0675  STATE/COUNTY-  CO/WASHINGTON
 LK0675  USGS QUAD   -  MERINO SE (1984)
 LK0675
 LK0675                         *CURRENT SURVEY CONTROL
 LK0675  ___________________________________________________________________
 LK0675* NAD 83(1992)-  40 18 52.25318(N)    103 21 39.25396(W)     ADJUSTED  
 LK0675* NAVD 88     -      1376.     (meters)    4514.     (feet)  SCALED    
 LK0675  ___________________________________________________________________
 LK0675  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 LK0675  GEOID HEIGHT-         -19.85  (meters)                     GEOID03
 LK0675
 LK0675  HORZ ORDER  -  THIRD
 LK0675
 LK0675.The horizontal coordinates were established by classical geodetic methods
 LK0675.and adjusted by the National Geodetic Survey in January 1993..
 LK0675
 LK0675.The orthometric height was scaled from a topographic map.
 LK0675
 LK0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0675
 LK0675.The geoid height was determined by GEOID03.
 LK0675
 LK0675;                    North         East     Units Scale Factor Converg.
 LK0675;SPC CO N     -   415,934.911 1,096,201.311   MT  0.99995746   +1 22 55.7
 LK0675;SPC CO N     - 1,364,613.12  3,596,453.80   sFT  0.99995746   +1 22 55.7
 LK0675;UTM  13      - 4,463,955.291   639,271.861   MT  0.99983877   +1 03 38.3
 LK0675
 LK0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0675!SPC CO N     -   0.99978736  x   0.99995746  =   0.99974483
 LK0675!UTM  13      -   0.99978736  x   0.99983877  =   0.99962616
 LK0675
 LK0675:                Primary Azimuth Mark                     Grid Az
 LK0675:SPC CO N     -  HILLROSE                                 259 41 49.7
 LK0675:UTM  13      -  HILLROSE                                 260 01 07.1
 LK0675
 LK0675|---------------------------------------------------------------------|
 LK0675| PID    Reference Object                     Distance      Geod. Az  |
 LK0675|                                                           dddmmss.s |
 LK0675| LK0676 HILLROSE                            APPROX. 7.8 KM 2610445.4 |
 LK0675|---------------------------------------------------------------------|
 LK0675
 LK0675                          SUPERSEDED SURVEY CONTROL
 LK0675
 LK0675  NAD 83(1986)-  40 18 52.24529(N)    103 21 39.25355(W) AD(       ) 3
 LK0675  NAD 27      -  40 18 52.32597(N)    103 21 37.46811(W) AD(       ) 3
 LK0675
 LK0675.Superseded values are not recommended for survey control.
 LK0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0675.See file dsdata.txt to determine how the superseded data were derived.
 LK0675
 LK0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE3927263955(NAD 83)
 LK0675_MARKER: DD = SURVEY DISK
 LK0675_SETTING: 0 = UNSPECIFIED SETTING
 LK0675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LK0675
 LK0675  HISTORY     - Date     Condition        Report By
 LK0675  HISTORY     - 1948     MONUMENTED       USGS
 LK0675
 LK0675                          STATION DESCRIPTION
 LK0675
 LK0675'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 LK0675'LOCATED IN NE. 1/4 SEC. 13, T 4 N, R 54 W, ABOUT 660 FT. W. AND
 LK0675'140 FT. N. OF CENTERLINE OF RD., OPPOSITE 1/4 CORNER FORMED BY SECS.
 LK0675'13 AND 18, T 4 N, RS 53 AND 54 W, 30 FT. N. OF CENTERLINE OF DIM RD.,
 LK0675'ABOUT 610 FT. SE. OF LONE TREE.
 LK0675'
 LK0675'TO REACH FROM AKRON, COLORADO, GO 10.2 MI. N. ALONG STATE HIGHWAY 63,
 LK0675'THEN TURN LEFT (W.) AND GO 8.2 MI. ALONG RD. AND DIM RD., TURN RIGHT
 LK0675'(N.) AND GO 0.5 MI., TURN LEFT (W.) THROUGH GATE AND GO ABOUT 0.2 MI.
 LK0675'ALONG RD. TO TOP OF HILL AND STATION.
 LK0675'
 LK0675'STATION MARK--STANDARD TABLET, SET IN TOP OF CONCRETE POST, STAMPED
 LK0675'---4512 BARREN 1948---, PROJECTING 8 IN.
 LK0675'
 LK0675'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO.
 LK0675'1 1948---, SET IN TOP OF CONCRETE POST, PROJECTING 4 IN. ABOVE GROUND,
 LK0675'181.18 FT. FROM STATION, N 39 DEG 52 MIN E.
 LK0675'
 LK0675'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO.
 LK0675'2 1948---, SET IN TOP OF CONCRETE POST, PROJECTING 4 IN. ABOVE GROUND,
 LK0675'198.9 FT. FROM STATION, N 47 DEG 54 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0309 ***********************************************************************
 HJ0309  DESIGNATION -  BARTLETT RR SIDING H B S ELEV
 HJ0309  PID         -  HJ0309
 HJ0309  STATE/COUNTY-  CO/BACA
 HJ0309  USGS QUAD   -  BARTLETT (1978)
 HJ0309
 HJ0309                         *CURRENT SURVEY CONTROL
 HJ0309  ___________________________________________________________________
 HJ0309* NAD 83(1992)-  37 26 04.22448(N)    102 08 39.06195(W)     ADJUSTED  
 HJ0309* NAVD 88     -                                                        
 HJ0309  ___________________________________________________________________
 HJ0309  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 HJ0309  GEOID HEIGHT-         -23.92  (meters)                     GEOID03
 HJ0309
 HJ0309  HORZ ORDER  -  THIRD
 HJ0309
 HJ0309.The horizontal coordinates were established by classical geodetic methods
 HJ0309.and adjusted by the National Geodetic Survey in November 1994..
 HJ0309
 HJ0309
 HJ0309.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0309
 HJ0309.The geoid height was determined by GEOID03.
 HJ0309
 HJ0309;                    North         East     Units Scale Factor Converg.
 HJ0309;SPC CO S     -   395,352.497 1,211,327.424   MT  0.99996958   +2 03 30.2
 HJ0309;SPC CO S     - 1,297,085.65  3,974,163.39   sFT  0.99996958   +2 03 30.2
 HJ0309;SPC KS S     -   491,520.659    77,571.574   MT  0.99997124   -2 14 22.0
 HJ0309;UTM  13      - 4,146,904.893   752,673.662   MT  1.00038650   +1 44 12.6
 HJ0309
 HJ0309                          SUPERSEDED SURVEY CONTROL
 HJ0309
 HJ0309  NAD 83(1992)-  37 26 04.22583(N)    102 08 39.05623(W) AD(       ) 4
 HJ0309  NAD 83(1986)-  37 26 04.22716(N)    102 08 39.05025(W) AD(       ) 4
 HJ0309  NAD 27      -  37 26 04.16760(N)    102 08 37.40390(W) AD(       ) 3
 HJ0309
 HJ0309.Superseded values are not recommended for survey control.
 HJ0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0309.See file dsdata.txt to determine how the superseded data were derived.
 HJ0309
 HJ0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB5267446905(NAD 83)
 HJ0309_MARKER: 65 = GRAIN ELEVATOR
 HJ0309
 HJ0309  HISTORY     - Date     Condition        Report By
 HJ0309  HISTORY     - 1953     FIRST OBSERVED   CGS
 HJ0309
 HJ0309                          STATION DESCRIPTION
 HJ0309
 HJ0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HJ0309'STATION IS LOCATED AT THE BARTLETT RAILROAD SIDING BETWEEN
 HJ0309'THE SANTA FE RAILROAD TRACKS AND U.S. HIGHWAY 160.  THE ELEVATOR
 HJ0309'CONSISTS OF A GROUP OF CYLINDRICAL SHAPED CONCRETE BINS THAT
 HJ0309'ARE ABOUT 100 FEET IN HEIGHT.  A HEADHOUSE, THAT IS ABOUT 20
 HJ0309'FEET IN HEIGHT, IS ON TOP OF THE BINS.  THE CENTER OF THE
 HJ0309'HEADHOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0682 ***********************************************************************
 KL0682  DESIGNATION -  BASALT
 KL0682  PID         -  KL0682
 KL0682  STATE/COUNTY-  CO/EAGLE
 KL0682  USGS QUAD   -  LEON (1987)
 KL0682
 KL0682                         *CURRENT SURVEY CONTROL
 KL0682  ___________________________________________________________________
 KL0682* NAD 83(1992)-  39 24 46.57702(N)    107 00 43.15520(W)     ADJUSTED  
 KL0682* NAVD 88     -      3316.8    (meters)   10882.     (feet)  VERTCON   
 KL0682  ___________________________________________________________________
 KL0682  LAPLACE CORR-           8.94  (seconds)                    DEFLEC99
 KL0682  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 KL0682
 KL0682  HORZ ORDER  -  FIRST
 KL0682
 KL0682.The horizontal coordinates were established by classical geodetic methods
 KL0682.and adjusted by the National Geodetic Survey in January 1993..
 KL0682
 KL0682.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0682
 KL0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0682
 KL0682.The geoid height was determined by GEOID03.
 KL0682
 KL0682;                    North         East     Units Scale Factor Converg.
 KL0682;SPC CO C     -   481,233.702   784,200.942   MT  0.99995069   -0 57 12.9
 KL0682;SPC CO C     - 1,578,847.57  2,572,832.59   sFT  0.99995069   -0 57 12.9
 KL0682;UTM  13      - 4,364,533.721   326,788.698   MT  0.99996941   -1 16 39.9
 KL0682
 KL0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0682!SPC CO C     -   0.99948213  x   0.99995069  =   0.99943285
 KL0682!UTM  13      -   0.99948213  x   0.99996941  =   0.99945156
 KL0682
 KL0682:                Primary Azimuth Mark                     Grid Az
 KL0682:SPC CO C     -  HOOSIER                                  032 31 32.1
 KL0682:UTM  13      -  HOOSIER                                  032 50 59.1
 KL0682
 KL0682|---------------------------------------------------------------------|
 KL0682| PID    Reference Object                     Distance      Geod. Az  |
 KL0682|                                                           dddmmss.s |
 KL0682| KL0664 HOOSIER                             APPROX. 9.4 KM 0313419.2 |
 KL0682| CM6891 BASALT RM 2                          12.469 METERS 28633     |
 KL0682| CM6890 BASALT RM 1                          16.596 METERS 35855     |
 KL0682|---------------------------------------------------------------------|
 KL0682
 KL0682                          SUPERSEDED SURVEY CONTROL
 KL0682
 KL0682  NAD 83(1986)-  39 24 46.57180(N)    107 00 43.15705(W) AD(       ) 1
 KL0682  NAD 27      -  39 24 46.63100(N)    107 00 40.98900(W) AD(       ) 1
 KL0682  NGVD 29 (07/19/86) 3315.1    (m)        10876.     (f) VERT ANG       
 KL0682
 KL0682.Superseded values are not recommended for survey control.
 KL0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0682.See file dsdata.txt to determine how the superseded data were derived.
 KL0682
 KL0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD2678964534(NAD 83)
 KL0682_MARKER: DS = TRIANGULATION STATION DISK
 KL0682_SETTING: 80 = SET IN A BOULDER
 KL0682_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KL0682
 KL0682  HISTORY     - Date     Condition        Report By
 KL0682  HISTORY     - 1953     MONUMENTED       CGS
 KL0682
 KL0682                          STATION DESCRIPTION
 KL0682
 KL0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KL0682'THE STATION IS LOCATED ABOUT 9 MILES EAST OF CARBONDALE AND
 KL0682'ABOUT 2 MILES NORTH OF BASALT IN A HEAVILY WOODED AREA ON
 KL0682'THE SUMMIT OF BASALT MOUNTAIN.  IT IS STAMPED BASALT 1953.
 KL0682'
 KL0682'REFERENCE MARK NO. 1 IS ON ABOUT THE SAME ELEVATION AS THE
 KL0682'STATION AND IS STAMPED BASALT NO 1 1953.
 KL0682'
 KL0682'REFERENCE MARK NO. 2 IS ON ABOUT THE SAME ELEVATION AS THE
 KL0682'STATION AND IS STAMPED BASALT NO 2 1953.
 KL0682'
 KL0682'TRIANGULATION STATION HOOSIER WAS USED FOR THE AZIMUTH MARK.
 KL0682'
 KL0682'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 KL0682'104 AND 82 IN THE WEST EDGE OF BASALT, GO WESTERLY ON STATE
 KL0682'HIGHWAY 82 FOR 3.7 MILES TO A SIDE ROAD RIGHT AT THE ROARING
 KL0682'FORK PUMICE BLOCK CO. PLANT, TURN RIGHT AND GO NORTHERLY ON
 KL0682'GRAVELED ROAD FOR 2.5 MILES TO A T INTERSECTION.  TURN RIGHT
 KL0682'AND GO EAST FOR 0.5 MILE TO A FORK, TAKE LEFT FORK AND GO EAST
 KL0682'AND NORTHEAST FOR 2.4 MILES TO A T ROAD LEFT, CONTINUE STRAIGHT
 KL0682'AHEAD FOR 2.2 MILES TO A FORK, TAKE RIGHT FORK AND GO EAST
 KL0682'AND SOUTHEAST ON MOUNTAIN ROAD FOR 5.1 MILES TO A FORK AT
 KL0682'THE TOP OF RIDGE, TAKE RIGHT FORK AND GO SOUTH PASSING SAW
 KL0682'MILL ON LEFT FOR 0.65 MILES TO THE SOUTH END OF CLEARING
 KL0682'AND END OF TRUCK TRAVEL.  FROM THIS POINT PACK SOUTH AND
 KL0682'SOUTHEAST ON WELL DEFINED FOREST SERVICE TRAIL FOR ABOUT
 KL0682'3.5 MILES TO THE SUMMIT OF MOUNTAIN AND STATION AS
 KL0682'DESCRIBED.  (THIS IS ABOUT A 2 HOUR PACK.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0527 ***********************************************************************
 HK0527  DESIGNATION -  BASALTIC
 HK0527  PID         -  HK0527
 HK0527  STATE/COUNTY-  CO/COSTILLA
 HK0527  USGS QUAD   -  BALDY (1965)
 HK0527
 HK0527                         *CURRENT SURVEY CONTROL
 HK0527  ___________________________________________________________________
 HK0527* NAD 83(1992)-  37 23 08.91557(N)    105 39 08.33346(W)     ADJUSTED  
 HK0527* NAVD 88     -      2454.     (meters)    8051.     (feet)  SCALED    
 HK0527  ___________________________________________________________________
 HK0527  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 HK0527  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 HK0527
 HK0527  HORZ ORDER  -  FIRST
 HK0527
 HK0527.The horizontal coordinates were established by classical geodetic methods
 HK0527.and adjusted by the National Geodetic Survey in January 1993..
 HK0527
 HK0527.The orthometric height was scaled from a topographic map.
 HK0527
 HK0527.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0527
 HK0527.The geoid height was determined by GEOID03.
 HK0527
 HK0527;                    North         East     Units Scale Factor Converg.
 HK0527;SPC CO S     -   384,624.813   900,913.169   MT  0.99997582   -0 05 36.3
 HK0527;SPC CO S     - 1,261,889.91  2,955,745.96   sFT  0.99997582   -0 05 36.3
 HK0527;UTM  13      - 4,137,872.508   442,253.823   MT  0.99964107   -0 23 45.9
 HK0527
 HK0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0527!SPC CO S     -   0.99961766  x   0.99997582  =   0.99959349
 HK0527!UTM  13      -   0.99961766  x   0.99964107  =   0.99925886
 HK0527
 HK0527:                Primary Azimuth Mark                     Grid Az
 HK0527:SPC CO S     -  BASALTIC AZ MK                           043 01 04.8
 HK0527:UTM  13      -  BASALTIC AZ MK                           043 19 14.4
 HK0527
 HK0527|---------------------------------------------------------------------|
 HK0527| PID    Reference Object                     Distance      Geod. Az  |
 HK0527|                                                           dddmmss.s |
 HK0527| CM8353 BASALTIC AZ MK                                     0425528.5 |
 HK0527| CM8354 BASALTIC RM 1                        12.020 METERS 14416     |
 HK0527| CM8355 BASALTIC RM 2                        16.770 METERS 24000     |
 HK0527|---------------------------------------------------------------------|
 HK0527
 HK0527                          SUPERSEDED SURVEY CONTROL
 HK0527
 HK0527  NAD 83(1986)-  37 23 08.91879(N)    105 39 08.34351(W) AD(       ) 1
 HK0527  NAD 27      -  37 23 08.89000(N)    105 39 06.28900(W) AD(       ) 1
 HK0527
 HK0527.Superseded values are not recommended for survey control.
 HK0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0527.See file dsdata.txt to determine how the superseded data were derived.
 HK0527
 HK0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB4225437873(NAD 83)
 HK0527_MARKER: DS = TRIANGULATION STATION DISK
 HK0527_SETTING: 80 = SET IN A BOULDER
 HK0527_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HK0527
 HK0527  HISTORY     - Date     Condition        Report By
 HK0527  HISTORY     - 1936     MONUMENTED       CGS
 HK0527  HISTORY     - 1958     GOOD             CGS
 HK0527  HISTORY     - 1958     GOOD             CGS
 HK0527  HISTORY     - 1973     GOOD             LOCSUR
 HK0527
 HK0527                          STATION DESCRIPTION
 HK0527
 HK0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 HK0527'THIS STATION IS ON THE SUMMIT OF THE SECOND HIGHEST POINT OF A
 HK0527'GROUP OF HILLS LOCALLY KNOWN AS BASALTIC HILL.  THE HIGHEST
 HK0527'POINT OF THE HILL IS APPROXIMATELY 1/4 MILE WNW OF THE STATION.
 HK0527'THIS GROUP OF HILLS IS THE HIGHEST FOR SEVERAL MILES AROUND AND
 HK0527'CAN BE READILY IDENTIFIED.  IT IS ABOUT 6 MILES S OF U.S.
 HK0527'HIGHWAY 160, AND ABOUT 8 MILES WSW OF THE TOWN OF BLANCA.
 HK0527'
 HK0527'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 HK0527'IN DRILL HOLES IN BOULDERS.
 HK0527'
 HK0527'THE AZIMUTH MARK IS IN A LOW SADDLE ABOUT 0.7 MILE NE OF THE
 HK0527'STATION SET IN A BOULDER.
 HK0527'
 HK0527'TO REACH STATION FROM ALAMOSA, GO TO THE JUNCTION OF U.S.
 HK0527'HIGHWAY 160 AND STATE HIGHWAY 17 ON THE N SIDE OF THE CITY.
 HK0527'FROM THIS JUNCTION GO W ON U.S. HIGHWAY 160 FOR 3.0 MILES TO A
 HK0527'GRADED GRAVEL ROAD TO THE RIGHT THROUGH A CATTLE GUARD.  TURN
 HK0527'RIGHT, AND GO S ON THIS ROAD FOR 0.7 MILE TO THE RAILROAD
 HK0527'TRACKS.  TURN LEFT WITH THE MAIN ROAD AND FOLLOW E ALONG THE
 HK0527'N SIDE OF THE TRACKS FOR 1.25 MILES TO RAILROAD GRADE CROSSING.
 HK0527'CROSS TRACKS AND CONTINUE E ON THE MAIN ROAD ALONG THE S SIDE
 HK0527'OF THE TRACKS FOR 7.3 MILES TO BALDY RAILROAD STATION ON THE
 HK0527'LEFT.  CONTINUE FOR 0.6 MILE (0.15 MILE BEYOND THE LAND TO
 HK0527'A HOUSE N OF THE TRACKS) TO A TRACK ROAD TO THE RIGHT.
 HK0527'TURN RIGHT OFF THE MAIN ROAD AND GO S ON THIS TRACK FOR 0.4
 HK0527'MILE TO AN ANGLING CROSSROADS.  KEEP STRAIGHT AHEAD AND
 HK0527'CONTINUE S FOR 1.45 MILES TO A DITCH.  CROSS DITCH AND
 HK0527'TAKE THE RIGHT FORK S FOR 0.55 MILE TO A CROSSROADS.  TURN
 HK0527'RIGHT HERE AND GO W FOR 0.15 MILE TO A FORKS.  TAKE THE LEFT
 HK0527'FORK TOWARD BASALTIC HILL AND GO 1.05 MILES TO THE REMAINS OF
 HK0527'A HOUSE AND THE END OF THE ROAD.  FROM HERE THE STATION
 HK0527'BEARS 215 DEGREES, TRUE NORTH, ABOUT 2 MILES DISTANT.
 HK0527'FROM HERE GO SW ACROSS COUNTRY TO THE STATION.  TRUCKS COULD
 HK0527'BE DRIVEN TO THE STATION IN 1936.
 HK0527'
 HK0527'A 4-FOOT STAND USED AT THIS STATION CLEARED ALL LINES.
 HK0527
 HK0527                          STATION RECOVERY (1958)
 HK0527
 HK0527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 HK0527'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 HK0527'CONDITION AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE EXCEPT
 HK0527'THAT THE BALDY RAILROAD STATION HAS BEEN DESTROYED.  NEW
 HK0527'DIRECTIONS FRO REACHING THE STATION ARE SUBMITTED--
 HK0527'
 HK0527'TO REACH THE STATION FROM ALAMOSA AT THE JUNCTION OF U.S.
 HK0527'HIGHWAY 160 AND STATE HIGHWAY 17 AT THE NORTHEAST SIDE OF
 HK0527'ALAMOSA, GO EAST ALONG U.S. HIGHWAY 160 FOR 3.0 MILES TO A GRADED
 HK0527'ROAD RIGHT.  TURN RIGHT (SOUTH) FOR 0.7 MILE TO THE RAILROAD
 HK0527'TRACK.  TURN LEFT (EAST) AND GO ALONG NORTH SIDE OF TRACKS FOR
 HK0527'1.25 MILES TO A GRADE CROSSING.  CROSS RAILROAD AND GO EAST
 HK0527'ALONG SOUTH SIDE OF TRACKS FOR 7.3 MI. TO A CATTLE GUARD.
 HK0527'CONTINUE 0.15 MILES TO A ROAD ANGLING TO THE RIGHT (SOUTHEAST).
 HK0527'FOLLOW ANGLING ROAD SOUTHEAST FOR 1.8 MILES TO A DITCH.
 HK0527'CROSS DITCH AND CONTINUE SOUTH ON MAIN ROAD FOR 0.55 MILES
 HK0527'TO A CROSSROAD.  CONTINUE SOUTH FOR 1.0 MILE TO AN ABANDONED
 HK0527'FARM, AND THEN SOUTH FOR 1.1 MILES TO A T INTERSECTION.
 HK0527'TURN RIGHT (WEST) FOR 2.7 MILES TO A DIM TRACK ROAD NORTH
 HK0527'ACROSS A SADDLE.  TURN RIGHT (NORTH) ON TRACK ROAD TO
 HK0527'TOP OF SADDLE AND FORK TO LEFT (NORTHWEST) FOLLOW LEFT
 HK0527'FORK UP SIDE HILL TO END OF TRUCK TRAVEL.  PACK UP HILL TO
 HK0527'STATION NEAR A LARGE CAIRN.  THERE IS A SLIGHTLY HIGHER
 HK0527'HILL TO THE NORTHWEST WHICH BLOCKS LINES TO ALAMOSA.
 HK0527
 HK0527                          STATION RECOVERY (1958)
 HK0527
 HK0527'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (REW)
 HK0527'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 HK0527'MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 HK0527'DIRECTIONS TO THE REFERENCE MARKS FROM THE AZIMUTH MARK WERE
 HK0527'VERIFIED.  A SHORTER DISTANCE WAS FOUND TO REFERENCE MARK 1
 HK0527'WHILE REFERENCE MARK 2 CHECKED WITH THE PREVIOUS DESCRIPTION.
 HK0527'THE PREVIOUS ROUTE TO THE STATION WAS NOT CHECKED AND A NEW
 HK0527'ROUTE AND A NEW DESCRIPTION FOLLOWS.
 HK0527'
 HK0527'THE STATION IS LOCATED ABOUT 12.0 MILES EAST OF ALAMOSA, 8.0
 HK0527'MILES WEST-SOUTHWEST OF BLANCA, AND 6.0 MILES SOUTH OF U.S.
 HK0527'HIGHWAY 160.  IT IS ON THE MIDDLE ONE OF 3 KNOLLS OF AN
 HK0527'EAST-WEST RIDGE AND IS ABOUT 10 FEET LOWER THAN THE WESTERN
 HK0527'MOST ONE.
 HK0527'
 HK0527'TO REACH THE STATION FROM THE POST OFFICE IN BLANCA GO WEST
 HK0527'ON U.S. HIGHWAY 160 FOR 0.2 MILE TO WHERE THE HIGHWAY TURNS
 HK0527'NORTHWEST.  CONTINUE STRAIGHT AHEAD ON A GRAVELED ROAD AND GO
 HK0527'0.25 MILE TO A T-ROAD INTERSECTION.  TURN LEFT AND GO SOUTH
 HK0527'FOR 1.35 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST
 HK0527'FOR 2.5 MILES TO A T-ROAD INTERSECTION.  TURN LEFT AND GO SOUTH
 HK0527'FOR 1.3 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 HK0527'SOUTHWEST FOR 1.6 MILES TO A CATTLE GUARD IN AN EAST-WEST FENCE
 HK0527'AND AN OLD ROAD LEADING WEST ALONG THE THE NORTH SIDE OF
 HK0527'THE FENCE.  TURN RIGHT, FOLLOWING THE ROAD ON THE NORTH SIDE
 HK0527'OF THE FENCE, AND GO 0.5 MILE TO A NORTH-SOUTH ROAD.  TURN
 HK0527'LEFT, PASS THROUGH THE GATE, THENCE RIGHT AND FOLLOW
 HK0527'AN OLD TRACK ROAD WEST ALONG THE SOUTH SIDE OF THE FENCE
 HK0527'FOR 1.5 MILE TO WHERE THE TRACK ROAD TURNS LEFT.  (TO REACH
 HK0527'THE AZIMUTH MARK FROM THIS POINT PACK TO THE NORTHWEST FOR
 HK0527'ABOUT 0.2 MILE TO A SADDLE AND MARK AS DESCRIBED.) TURN LEFT
 HK0527'AND GO 0.35 MILE TO A SIDE ROAD RIGHT, JUST AFTER CROSSING
 HK0527'SADDLE.  TURN RIGHT AND FOLLOW DIM TRACK ROAD UP SIDE OF HILL FOR
 HK0527'0.35 MILE TO A SADDLE.  TURN LEFT AND FOLLOW THE RIDGE FOR 0.2 MILE
 HK0527'TO THE STATION MARK AS DESCRIBED.
 HK0527'
 HK0527'THE STATION MARK, A STANDARD DISK STAMPED BASALTIC 1936, IS
 HK0527'SET IN THE TOP OF A BOULDER, NOTE 4, THAT PROJECTS ABOUT 14
 HK0527'INCHES ABOVE THE GROUND.  IT IS 12 FEET WEST OF A 3 FEET ROCK
 HK0527'CAIRN WHICH IS ON THE HIGHEST POINT.
 HK0527'
 HK0527'REFERENCE MARK 1, A STANDARD DISK STAMPED BASALTIC NO 1 1936,
 HK0527'IS SET IN THE TOP OF A BOULDER, NOTE 12 C, THAT PROJECTS ABOUT
 HK0527'12 INCHES ON THE SOUTH AND 4 INCHES ON THE EAST.  IT IS 31
 HK0527'FEET SOUTH-SOUTHEAST OF A CAIRN AND IS 3 FEET LOWER THAN THE
 HK0527'STATION MARK.
 HK0527'
 HK0527'REFERENCE MARK 2, A STANDARD DISK STAMPED BASALTIC NO 2 1936,
 HK0527'IS SET IN THE TOP OF A BOULDER, NOTE 12C, THAT PROJECTS 15
 HK0527'INCHES ON THE SOUTH AND 9 INCHES ON THE WEST.  IT IS 64 FEET
 HK0527'SOUTHWEST OF A CAIRN AND 6 FEET LOWER THAN THE STATION MARK.
 HK0527'
 HK0527'THE AZIMUTH MARK, A STANDARD DISK STAMPED BASALTIC 1936, IS
 HK0527'SET IN THE TOP OF A BOULDER, NOTE 17 C, THAT PROJECTS ABOUT 12
 HK0527'INCHES ABOVE THE GROUND.  IT IS IN THE FIRST BOULDER FIELD TO
 HK0527'THE EAST OF A SADDLE THAT IS 0.7 MILE NORTHEAST OF THE STATION.
 HK0527
 HK0527                          STATION RECOVERY (1973)
 HK0527
 HK0527'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973 (GR)
 HK0527'RECOVERED BY MC INTIRE AND QUIROS S.W.
 HK0527'
 HK0527'BASALTIC 1936-GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3292 ***********************************************************************
 AB3292  DESIGNATION -  BASELINE
 AB3292  PID         -  AB3292
 AB3292  STATE/COUNTY-  CO/ADAMS
 AB3292  USGS QUAD   -  EASTLAKE (1994)
 AB3292
 AB3292                         *CURRENT SURVEY CONTROL
 AB3292  ___________________________________________________________________
 AB3292* NAD 83(1992)-  39 59 59.70642(N)    104 58 42.01013(W)     ADJUSTED  
 AB3292* NAVD 88     -      1573.4    (meters)    5162.     (feet)  GPS OBS   
 AB3292  ___________________________________________________________________
 AB3292  X           -  -1,264,848.445 (meters)                     COMP
 AB3292  Y           -  -4,727,628.108 (meters)                     COMP
 AB3292  Z           -   4,078,978.741 (meters)                     COMP
 AB3292  LAPLACE CORR-          -8.36  (seconds)                    DEFLEC99
 AB3292  ELLIP HEIGHT-        1555.89  (meters)          (12/03/02) GPS OBS
 AB3292  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 AB3292
 AB3292  HORZ ORDER  -  FIRST
 AB3292  ELLP ORDER  -  FOURTH    CLASS II
 AB3292
 AB3292.The horizontal coordinates were established by GPS observations
 AB3292.and adjusted by the National Geodetic Survey in May 1996..
 AB3292
 AB3292.The orthometric height was determined by GPS observations and a
 AB3292.high-resolution geoid model.
 AB3292
 AB3292.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3292
 AB3292.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3292
 AB3292.The ellipsoidal height was determined by GPS observations
 AB3292.and is referenced to NAD 83.
 AB3292
 AB3292.The geoid height was determined by GEOID03.
 AB3292
 AB3292;                    North         East     Units Scale Factor Converg.
 AB3292;SPC CO N     -   378,942.444   958,947.016   MT  0.99996638   +0 20 13.4
 AB3292;SPC CO N     - 1,243,247.00  3,146,145.33   sFT  0.99996638   +0 20 13.4
 AB3292;UTM  13      - 4,427,748.392   501,849.222   MT  0.99960004   +0 00 50.1
 AB3292
 AB3292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3292!SPC CO N     -   0.99975597  x   0.99996638  =   0.99972236
 AB3292!UTM  13      -   0.99975597  x   0.99960004  =   0.99935611
 AB3292
 AB3292                          SUPERSEDED SURVEY CONTROL
 AB3292
 AB3292  ELLIP H (05/15/96) 1555.93   (m)                       GP(       ) 3 1
 AB3292
 AB3292.Superseded values are not recommended for survey control.
 AB3292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3292.See file dsdata.txt to determine how the superseded data were derived.
 AB3292
 AB3292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE0184927748(NAD 83)
 AB3292_MARKER: I = METAL ROD
 AB3292_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB3292_STAMPING: BASELINE 1992
 AB3292_MARK LOGO: NGS   
 AB3292_MAGNETIC: I = MARKER IS A STEEL ROD
 AB3292_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB3292+STABILITY: POSITION/ELEVATION WELL
 AB3292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3292+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1996
 AB3292
 AB3292  HISTORY     - Date     Condition        Report By
 AB3292  HISTORY     - 1992     MONUMENTED       NGS
 AB3292  HISTORY     - 19951002 GOOD             CHANCE
 AB3292  HISTORY     - 19960717 GOOD             CHANCE
 AB3292
 AB3292                          STATION DESCRIPTION
 AB3292
 AB3292'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (FND)
 AB3292'THE STATION IS LOCATED AT THE INTERCHANGE OF INTERSTATE HIGHWAY 25 AND
 AB3292'STATE HIGHWAY 7, ABOUT 6 MI (9.7 KM) EAST LAFAYETTE, 6 MI (9.7 KM)
 AB3292'SOUTH-SOUTHWEST OF DACONO, 5 MI (8.0 KM) SOUTHEAST OF ERIE, 9 MI (14.5
 AB3292'KM) WEST OF BRIGHTON, AT STATE HIGHWAY 7 MILEPOST 68.55, IN THE
 AB3292'NORTHEAST 1/4 OF SECTION 3, T 1 S, R 68 W, 6TH P.M.
 AB3292'OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION$TO REACH THE STATION
 AB3292'FROM THE INTERSECTION OF INTERSTATE HIGHWAY 25 AND STATE HIGHWAY 7, GO
 AB3292'EAST ALONG HIGHWAY 7 FOR 0.1 MI (0.2 KM) TO THE INTERSECTION WITH
 AB3292'WASHINGTON STREET AND THE STATION AT THE SOUTHEAST CORNER OF THE
 AB3292'INTERSECTION$THE STATION MARK IS A PUNCH HOLE CENTERED IN THE TOP OF A
 AB3292'9/16-INCH STAINLESS STEEL ROD ENCASED IN A PVC PIPE WITH A LOGO CAP
 AB3292'STAMPED --BASELINE 1992-- SET IN A CONCRETE POST FLUSH WITH GROUND
 AB3292'LEVEL.  IT IS 90 FT (27.4 M) EAST-NORTHEAST OF THE CENTERLINE OF
 AB3292'WASHINGTON STREET, 143 FT (43.6 M) SOUTH OF THE CENTERLINE OF HIGHWAY
 AB3292'7, 98.0 FT (29.9 M) SOUTH-SOUTHWEST OF A FIRE HYDRANT, 56.5 FT (17.2
 AB3292'M) WEST OF A FENCE LINE, 69.1 FT (21.1 M) SOUTHWEST OF A UTILITY POLE,
 AB3292'60.0 FT (18.3 M) NORTHWEST OF A UTILITY POLE, 3.0 FT (0.9 M) SOUTH OF
 AB3292'A CARSONITE WITNESS POST, AND 3.0 FT (0.9 M) NORTH OF A CARSONITE
 AB3292'WITNESS POST$DESCRIBED BY F.N. DREXEL
 AB3292
 AB3292                          STATION RECOVERY (1996)
 AB3292
 AB3292'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1996 (FND)
 AB3292'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0512 ***********************************************************************
 HL0512  DESIGNATION -  BASIN
 HL0512  PID         -  HL0512
 HL0512  STATE/COUNTY-  CO/ARCHULETA
 HL0512  USGS QUAD   -  HARRIS LAKE (1984)
 HL0512
 HL0512                         *CURRENT SURVEY CONTROL
 HL0512  ___________________________________________________________________
 HL0512* NAD 83(1992)-  37 10 59.86182(N)    106 48 33.01771(W)     ADJUSTED  
 HL0512* NAVD 88     -      2687.2    (meters)    8816.     (feet)  VERTCON   
 HL0512  ___________________________________________________________________
 HL0512  LAPLACE CORR-          13.21  (seconds)                    DEFLEC99
 HL0512  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 HL0512
 HL0512  HORZ ORDER  -  THIRD
 HL0512
 HL0512.The horizontal coordinates were established by classical geodetic methods
 HL0512.and adjusted by the National Geodetic Survey in January 1993..
 HL0512
 HL0512.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0512
 HL0512.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0512
 HL0512.The geoid height was determined by GEOID03.
 HL0512
 HL0512;                    North         East     Units Scale Factor Converg.
 HL0512;SPC CO S     -   362,952.935   798,153.301   MT  1.00000946   -0 48 10.9
 HL0512;SPC CO S     - 1,190,788.09  2,618,607.96   sFT  1.00000946   -0 48 10.9
 HL0512;UTM  13      - 4,116,738.819   339,406.988   MT  0.99991770   -1 05 37.1
 HL0512
 HL0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0512!SPC CO S     -   0.99958107  x   1.00000946  =   0.99959053
 HL0512!UTM  13      -   0.99958107  x   0.99991770  =   0.99949881
 HL0512
 HL0512:                Primary Azimuth Mark                     Grid Az
 HL0512:SPC CO S     -  BLANCO                                   000 16 24.9
 HL0512:UTM  13      -  BLANCO                                   000 33 51.1
 HL0512
 HL0512|---------------------------------------------------------------------|
 HL0512| PID    Reference Object                     Distance      Geod. Az  |
 HL0512|                                                           dddmmss.s |
 HL0512| HL0511 BLANCO                              APPROX. 5.2 KM 3592814.0 |
 HL0512|---------------------------------------------------------------------|
 HL0512
 HL0512                          SUPERSEDED SURVEY CONTROL
 HL0512
 HL0512  NAD 83(1986)-  37 10 59.86084(N)    106 48 33.02127(W) AD(       ) 3
 HL0512  NAD 27      -  37 10 59.83525(N)    106 48 30.90307(W) AD(       ) 3
 HL0512  NGVD 29 (07/19/86) 2685.7    (m)         8811.     (f) VERT ANG       
 HL0512
 HL0512.Superseded values are not recommended for survey control.
 HL0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0512.See file dsdata.txt to determine how the superseded data were derived.
 HL0512
 HL0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB3940716739(NAD 83)
 HL0512
 HL0512  HISTORY     - Date     Condition        Report By
 HL0512  HISTORY     - 1946     MONUMENTED       USGS
 HL0512  HISTORY     - 1954     GOOD             USGS
 HL0512
 HL0512                          STATION DESCRIPTION
 HL0512
 HL0512'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (GRS)
 HL0512'STATION FOUND IN GOOD CONDITION AND DESCRIBED AS FOLLOWS
 HL0512'
 HL0512'STATION IS LOCATED 11 MI. E. AND 6 MI. S. FROM PAGOSA SPRINGS, IN SW.
 HL0512'1/4 SEC. 14, T 34 N, R 1 E.
 HL0512'
 HL0512'TO REACH FROM PAGOSA SPRINGS POST OFFICE, FOLLOW U.S. HIGHWAY 84 SE.
 HL0512'FOR 9.3 MI. TO RD. LEFT.  FOLLOW BLANCO BASIN ROAD NE. FOR 9.5 MI.
 HL0512'TO BRIDGE OVER BLANCO RIVER.  TURN RIGHT, CROSSING BRIDGE, FOR 0.4
 HL0512'MI. TO T-RD. JUNCTION.  TURN RIGHT (S.) FOR 0.5 MI. TO Y-RD. JUNCTION.
 HL0512'TAKE RIGHT FORK FOR 0.3 MI. TO Y-RD.  TAKE RIGHT FORK FOR 0.8 MI. TO A
 HL0512'POINT 0.3 MI. PASSED GATE.  STATION IS APPROXIMATELY 0.25 MI. DUE E.
 HL0512'OF HERE ON A TIMBERED RIDGE AND NEAR A CLUSTER OF SPRUCE GROWTH.
 HL0512'
 HL0512'STATION MARK--STANDARD TABLET, STAMPED ---BASIN 1946---.
 HL0512'
 HL0512'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2001 ***********************************************************************
 KK2001  DESIGNATION -  BASIN 2
 KK2001  PID         -  KK2001
 KK2001  STATE/COUNTY-  CO/PARK
 KK2001  USGS QUAD   -  FAIRPLAY EAST (1956)
 KK2001
 KK2001                         *CURRENT SURVEY CONTROL
 KK2001  ___________________________________________________________________
 KK2001* NAD 83(1992)-  39 11 05.64179(N)    105 53 31.49867(W)     ADJUSTED  
 KK2001* NAVD 88     -      3158.5    (meters)   10363.     (feet)  VERTCON   
 KK2001  ___________________________________________________________________
 KK2001  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 KK2001  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 KK2001
 KK2001  HORZ ORDER  -  FIRST
 KK2001
 KK2001.The horizontal coordinates were established by classical geodetic methods
 KK2001.and adjusted by the National Geodetic Survey in January 1993..
 KK2001
 KK2001.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2001
 KK2001.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2001
 KK2001.The geoid height was determined by GEOID03.
 KK2001
 KK2001;                    North         East     Units Scale Factor Converg.
 KK2001;SPC CO C     -   454,907.738   880,527.909   MT  0.99993698   -0 14 50.2
 KK2001;SPC CO C     - 1,492,476.47  2,888,865.31   sFT  0.99993698   -0 14 50.2
 KK2001;UTM  13      - 4,337,674.500   422,953.790   MT  0.99967309   -0 33 49.2
 KK2001
 KK2001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2001!SPC CO C     -   0.99950681  x   0.99993698  =   0.99944382
 KK2001!UTM  13      -   0.99950681  x   0.99967309  =   0.99918006
 KK2001
 KK2001|---------------------------------------------------------------------|
 KK2001| PID    Reference Object                     Distance      Geod. Az  |
 KK2001|                                                           dddmmss.s |
 KK2001| CP7379 BASIN 2 RM 1                          6.099 METERS 10332     |
 KK2001| CP7377 BASIN 2 AZ MK                                      2203721.5 |
 KK2001| CP7380 BASIN 2 RM 2                          6.007 METERS 22330     |
 KK2001| KL0624 SILVERHEELS MTN CAIRN               APPROX.19.7 KM 3302132.2 |
 KK2001| CP7381 BASIN RM                                           33126     |
 KK2001| CP7378 BASIN RM                             10.372 METERS 33130     |
 KK2001|---------------------------------------------------------------------|
 KK2001
 KK2001                          SUPERSEDED SURVEY CONTROL
 KK2001
 KK2001  NAD 83(1986)-  39 11 05.63497(N)    105 53 31.50117(W) AD(       ) 1
 KK2001  NAD 27      -  39 11 05.66600(N)    105 53 29.45600(W) AD(       ) 1
 KK2001  NGVD 29 (07/19/86) 3156.8    (m)        10357.     (f) VERT ANG       
 KK2001
 KK2001.Superseded values are not recommended for survey control.
 KK2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2001.See file dsdata.txt to determine how the superseded data were derived.
 KK2001
 KK2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD2295437674(NAD 83)
 KK2001_MARKER: DB = BENCH MARK DISK
 KK2001_SETTING: 80 = SET IN A BOULDER
 KK2001_SP_SET: SET IN DRILL HOLE IN A BOULDER
 KK2001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK2001+STABILITY: SURFACE MOTION
 KK2001
 KK2001  HISTORY     - Date     Condition        Report By
 KK2001  HISTORY     - 1951     MONUMENTED       CGS
 KK2001  HISTORY     - 1953     GOOD             CGS
 KK2001  HISTORY     - 1954     GOOD             USGS
 KK2001
 KK2001                          STATION DESCRIPTION
 KK2001
 KK2001'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 KK2001'THE STATION IS LOCATED ON A HIGH, GRASSY RIDGE WHICH IS
 KK2001'LOCALLY KNOWN AS BASIN RIDGE.  IT IS LOCATED AIRLINE ABOUT
 KK2001'4 MILES NORTH OF GARO, ABOUT 7 MILES SOUTHEAST OF FAIRPLAY,
 KK2001'AND ABOUT 6 MILES EAST OF U.S. HIGHWAY 285.
 KK2001'
 KK2001'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 KK2001'DISK WHICH HAS NO STAMPING, SET IN A DRILL HOLE IN A BOULDER
 KK2001'WHICH PROJECTS ABOUT 16 INCHES ABOVE THE GROUND.
 KK2001'
 KK2001'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BASIN
 KK2001'2 USGS NO 1 1951 SET IN A DRILL HOLE IN A 12-BY 16-INCH BOULDER
 KK2001'WHICH PROJECTS ABOUT 1 INCH ABOVE THE GROUND AND IS ABOUT
 KK2001'16 INCHES LOWER THAN THE STATION.
 KK2001'
 KK2001'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BASIN
 KK2001'2 USGS NO 2 1951 SET IN A DRILL HOLE IN A 20-BY 20-INCH
 KK2001'BOULDER WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND
 KK2001'IS ABOUT THE SAME ELEVATION AS THE STATION.
 KK2001'
 KK2001'THE USGS REFERENCE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY
 KK2001'REFERENCE MARK DISK WHICH HAS NO STAMPING, SET IN A DRILL
 KK2001'HOLE IN A 28-BY 30-INCH BOULDER WHICH PROJECTS ABOUT 8 INCHES
 KK2001'ABOVE THE GROUND AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 KK2001'
 KK2001'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BASIN 2 USGS
 KK2001'1951 SET IN A DRILL HOLE IN AN 18-BY 18-INCH BOULDER WHICH
 KK2001'IS ABOUT FLUSH WITH THE GROUND.  IT IS ABOUT 5 FEET NORTH OF
 KK2001'A WHITE WITNESS POST AND ABOUT 20 FEET WEST OF THE CENTER
 KK2001'LINE OF A DIRT ROAD.
 KK2001'
 KK2001'TO REACH THE STATION FROM THE POST OFFICE IN GARO, GO NORTHWEST
 KK2001'ON STATE HIGHWAY 9 TOWARD FAIRPLAY FOR 1.2 MILES TO A SIDE
 KK2001'ROAD, RIGHT.  TURN RIGHT AND GO UPHILL FOR 0.25 MILE TO A
 KK2001'CATTLE GUARD AND A FORK.  TAKE THE LEFT FORK AND FOLLOW THE
 KK2001'MAIN TRAVELED ROAD WESTERLY FOR 2.25 MILES TO A WHITE WITNESS
 KK2001'POST ON THE LEFT AND THE AZIMUTH MARK.  CONTINUE STRAIGHT
 KK2001'AHEAD, WESTERLY, FOR 0.25 MILE TO A POLE GATE WHICH IS THE
 KK2001'ENTRANCE TO MR. SETTELES RANCH HOUSE.  CONTINUE EASTERLY,
 KK2001'PASSING THE HOUSE AND THROUGH THE BARN YARD, FOR 0.3 MILE
 KK2001'TO A GATE.  CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO A FORK.
 KK2001'TAKE THE MIDDLE FORK FOR 0.1 MILE TO A GATE IN A
 KK2001'NORTH-SOUTH FENCE LINE.  FOLLOW ON THE EAST SIDE OF THE
 KK2001'FENCE FOR 1.2 MILES TO THE TOP OF THE RIDGE.  TURN LEFT,
 KK2001'WESTERLY, AND FOLLOW THE TOP OF THE RIDGE FOR 0.8 MILE
 KK2001'TO THE HIGHEST POINT OF THE RIDGE AND THE STATION.  THIS
 KK2001'IS A 4-WHEEL TRUCK DRIVE FROM THE RANCH HOUSE.
 KK2001'
 KK2001'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS.
 KK2001
 KK2001                          STATION RECOVERY (1953)
 KK2001
 KK2001'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KK2001'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 KK2001'USGS REFERENCE MARK AND THE AZIMUTH MARK WERE RECOVERED AND
 KK2001'FOUND TO BE IN GOOD CONDITION.  A DIFFERENCE WAS FOUND IN
 KK2001'THE DIRECTIONS TO THE REFERENCE MARKS.
 KK2001'
 KK2001'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 KK2001'
 KK2001'THE STATION IS LOCATED ABOUT 7.0 MILES SOUTHEAST OF FAIRPLAY
 KK2001'AND ABOUT 4.0 MILES NORTH OF THE GARO STORE ON THE SUMMIT OF
 KK2001'A PROMINENT HILL IN A NORTH-SOUTH RIDGE.  IT IS A STANDARD
 KK2001'USGS BENCH MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER
 KK2001'AND HAS NO STAMPING.
 KK2001'
 KK2001'REFERENCE MARK NO. 1 IS ABOUT 2 FEET LOWER IN ELEVATION THAN
 KK2001'THE STATION AND IS STAMPED BASIN 2 USGS NO 1 1951.
 KK2001'
 KK2001'REFERENCE MARK NO. 2 IS ON THE SAME ELEVATION AS THE STATION
 KK2001'AND IS STAMPED BASIN 2 USGS NO 2 1951.
 KK2001'
 KK2001'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 34.44 FEET.
 KK2001'
 KK2001'THE USGS REFERENCE MARK IS A STANDARD BRONZE DISK CEMENTED
 KK2001'IN A DRILL HOLE IN A BOULDER AND IS ABOUT 1 FOOT LOWER IN
 KK2001'ELEVATION THAN THE STATION.  THERE IS NO STAMPING ON THE MARK.
 KK2001'
 KK2001'THE AZIMUTH MARK IS ON THE EAST SLOPE OF A RIDGE, 20 FEET
 KK2001'WEST OF THE CENTER OF A DIRT ROAD AND 5 FEET NORTH OF A WITNESS
 KK2001'POST.  IT IS STAMPED BASIN 2 USGS 1951.
 KK2001'
 KK2001'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24
 KK2001'AND STATE HIGHWAY 9, (0.7 MILE WEST OF HARTSEL) GO NORTH
 KK2001'AND NORTHWEST ON STATE HIGHWAY 9 FOR 6.9 MILES TO THE GARO
 KK2001'STORE ON THE LEFT, CONTINUE NORTHWEST FOR 1.2 MILES TO A SIDE
 KK2001'ROAD ON THE RIGHT.  TURN RIGHT AND GO UP HILL FOR 0.25 MILE
 KK2001'TO A CATTLE GUARD AND A FORK, TAKE LEFT FORK AND GO NORTHERLY
 KK2001'ON DIRT ROAD FOR 2.3 MILES TO THE AZIMUTH MARK ON LEFT AS
 KK2001'DESCRIBED, CONTINUE STRAIGHT AHEAD FOR 0.25 MILE TO A GATE AND
 KK2001'ENTRANCE TO A RANCH YARD.  TURN RIGHT, PASS THROUGH GATE AND
 KK2001'GO EASTERLY THROUGH YARD FOR 0.3 MILE TO A BOARD GATE, PASS
 KK2001'THROUGH GATE AND CONTINUE EASTERLY ON TRACK ROAD FOR 0.1
 KK2001'MILE TO A FORK, TAKE THE MIDDLE FORK AND CONTINUE EAST ALONG
 KK2001'THE SOUTH SIDE OF AN EAST-WEST FENCE LINE FOR 0.5 MILE TO
 KK2001'THE FOOT OF A NORTH-SOUTH RIDGE.  FOLLOW DIM TRACK ROAD
 KK2001'EASTERLY UP STEEP SLOPE FOR 0.4 MILE TO THE TOP OF RIDGE,
 KK2001'TURN LEFT AND FOLLOW TOP OF RIDGE NORTHERLY FOR 0.2 MILE
 KK2001'TO AN EAST-WEST FENCE LINE, LET DOWN FENCE AND CONTINUE
 KK2001'NORTH FOR 0.8 MILE TO STATION ON SUMMIT OF HILL AS
 KK2001'DESCRIBED.  (A 4 WHEEL DRIVE VEHICLE WILL BE NEEDED TO
 KK2001'REACH STATION.)
 KK2001
 KK2001                          STATION RECOVERY (1954)
 KK2001
 KK2001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 KK2001'STATION MARK--STANDARD USGS BENCH MARK DISK, WHICH HAS NO STAMPING,
 KK2001'SET IN A DRILL HOLE IN A BOULDER, WHICH PROJECTS ABOUT 16 IN. ABOVE
 KK2001'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9847 ***********************************************************************
 AG9847  DESIGNATION -  BASS
 AG9847  PID         -  AG9847
 AG9847  STATE/COUNTY-  CO/MORGAN
 AG9847  USGS QUAD   -  MILLER RANCH (1984)
 AG9847
 AG9847                         *CURRENT SURVEY CONTROL
 AG9847  ___________________________________________________________________
 AG9847* NAD 83(1992)-  40 11 23.76189(N)    103 35 09.68237(W)     ADJUSTED  
 AG9847* NAVD 88     -      1316.3    (meters)    4319.     (feet)  GPS OBS   
 AG9847  ___________________________________________________________________
 AG9847  X           -  -1,146,363.460 (meters)                     COMP
 AG9847  Y           -  -4,743,561.455 (meters)                     COMP
 AG9847  Z           -   4,094,955.358 (meters)                     COMP
 AG9847  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 AG9847  ELLIP HEIGHT-        1296.60  (meters)          (12/03/02) GPS OBS
 AG9847  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 AG9847
 AG9847  HORZ ORDER  -  FIRST
 AG9847  ELLP ORDER  -  FOURTH    CLASS II
 AG9847
 AG9847.The horizontal coordinates were established by GPS observations
 AG9847.and adjusted by the National Geodetic Survey in August 1998..
 AG9847
 AG9847.The orthometric height was determined by GPS observations and a
 AG9847.high-resolution geoid model.
 AG9847
 AG9847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9847
 AG9847.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9847
 AG9847.The ellipsoidal height was determined by GPS observations
 AG9847.and is referenced to NAD 83.
 AG9847
 AG9847.The geoid height was determined by GEOID03.
 AG9847
 AG9847;                    North         East     Units Scale Factor Converg.
 AG9847;SPC CO N     -   401,668.074 1,077,370.382   MT  0.99995741   +1 14 12.1
 AG9847;SPC CO N     - 1,317,806.01  3,534,672.66   sFT  0.99995741   +1 14 12.1
 AG9847;UTM  13      - 4,449,796.907   620,363.659   MT  0.99977834   +0 54 45.3
 AG9847
 AG9847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9847!SPC CO N     -   0.99979664  x   0.99995741  =   0.99975406
 AG9847!UTM  13      -   0.99979664  x   0.99977834  =   0.99957502
 AG9847
 AG9847                          SUPERSEDED SURVEY CONTROL
 AG9847
 AG9847  ELLIP H (08/11/98) 1296.62   (m)                       GP(       ) 4 1
 AG9847
 AG9847.Superseded values are not recommended for survey control.
 AG9847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9847.See file dsdata.txt to determine how the superseded data were derived.
 AG9847
 AG9847_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE2036449797(NAD 83)
 AG9847_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9847_STAMPING: BASS 1997
 AG9847_MARK LOGO: NGS   
 AG9847_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9847+STABILITY: SURFACE MOTION
 AG9847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9847+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AG9847
 AG9847  HISTORY     - Date     Condition        Report By
 AG9847  HISTORY     - 1997     MONUMENTED       NGS
 AG9847
 AG9847                          STATION DESCRIPTION
 AG9847
 AG9847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AG9847'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) WEST-NORTHWEST OF FORT
 AG9847'MORGAN, 8 MI (12.9 KM) NORTH OF GARY AND 5 MI (8.0 KM) SOUTH-SOUTHEAST
 AG9847'OF BRUSH, IN THE NORTHEAST 1/4 OF SECTION 36, T 3 N, R 56 W, AT STATE
 AG9847'HIGHWAY 71 MILEPOST 169.4.  OWNERSHIP--COLORADO DEPT.  OF
 AG9847'TRANSPORTATION RIGHT-OF-WAY  TO REACH THE STATION FROM THE
 AG9847'INTERSECTION OF U.  S.  HIGHWAY 34 AND STATE HIGHWAY 71 AT THE EAST
 AG9847'EDGE OF BRUSH, GO SOUTH ON STATE HIGHWAY 71 FOR 4.95 MI (7.97 KM) TO
 AG9847'THE STATION ON THE RIGHT AT THE INTERSECTION OF MORGAN COUNTY ROAD N
 AG9847'THE MARK IS A STANDARD DISK SET IN THE TOP OF A ROUND 40 CM CONCRETE
 AG9847'POST FLUSH WITH THE GROUND.  IT IS 22.1 M (72.5 FT) WEST FROM THE
 AG9847'CENTER LINE OF STATE HIGHWAY 71, 20.4 M (66.9 FT) SOUTH FROM THE
 AG9847'CENTER OF COUNTY ROAD N, 17.0 M (55.8 FT) SOUTH FROM A CDOH
 AG9847'RIGHT-OF-WAY MARKER STAMPED--SP876B 708+38.6 4318.79--, 1.9 M (6.2 FT)
 AG9847'SOUTH FROM A POWER POLE GUY POST NUMBER 45442, 1.0 M (3.3 FT)
 AG9847'NORTHWEST FROM A WITNESS POST, 0.4 M (1.3 FT) EAST FROM THE
 AG9847'RIGHT-OF-WAY FENCE AND ABOUT 30 CM ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1317 ***********************************************************************
 JK1317  DESIGNATION -  BASSAM
 JK1317  PID         -  JK1317
 JK1317  STATE/COUNTY-  CO/PARK
 JK1317  USGS QUAD   -  CAMERON MOUNTAIN (1994)
 JK1317
 JK1317                         *CURRENT SURVEY CONTROL
 JK1317  ___________________________________________________________________
 JK1317* NAD 83(1992)-  38 44 08.21850(N)    105 56 40.79918(W)     ADJUSTED  
 JK1317* NAVD 88     -      3169.9    (meters)   10400.     (feet)  VERTCON   
 JK1317  ___________________________________________________________________
 JK1317  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 JK1317  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 JK1317
 JK1317  HORZ ORDER  -  FIRST
 JK1317
 JK1317.The horizontal coordinates were established by classical geodetic methods
 JK1317.and adjusted by the National Geodetic Survey in January 1993..
 JK1317
 JK1317.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1317
 JK1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1317
 JK1317.The geoid height was determined by GEOID03.
 JK1317
 JK1317;                    North         East     Units Scale Factor Converg.
 JK1317;SPC CO C     -   405,055.010   875,740.886   MT  0.99995613   -0 16 49.6
 JK1317;SPC CO C     - 1,328,917.98  2,873,159.89   sFT  0.99995613   -0 16 49.6
 JK1317;UTM  13      - 4,287,861.847   417,895.317   MT  0.99968301   -0 35 28.1
 JK1317
 JK1317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1317!SPC CO C     -   0.99950509  x   0.99995613  =   0.99946125
 JK1317!UTM  13      -   0.99950509  x   0.99968301  =   0.99918826
 JK1317
 JK1317:                Primary Azimuth Mark                     Grid Az
 JK1317:SPC CO C     -  BASSAM AZ MK                             026 43 45.2
 JK1317:UTM  13      -  BASSAM AZ MK                             027 02 23.7
 JK1317
 JK1317|---------------------------------------------------------------------|
 JK1317| PID    Reference Object                     Distance      Geod. Az  |
 JK1317|                                                           dddmmss.s |
 JK1317| CM8362 BASSAM AZ MK                                       0262655.6 |
 JK1317| CM8364 BASSAM RM 2                          13.940 METERS 11148     |
 JK1317| JL0661 MOUNT PRINCETON CAIRN               APPROX.25.9 KM 2732550.7 |
 JK1317| JL0665 MOUNT YALE                          APPROX.34.3 KM 2904259.8 |
 JK1317| JK1318 BASSAM CAIRN                          7.730 METERS 29147     |
 JK1317| CM8363 BASSAM RM 1                          10.824 METERS 33056     |
 JK1317|---------------------------------------------------------------------|
 JK1317
 JK1317                          SUPERSEDED SURVEY CONTROL
 JK1317
 JK1317  NAD 83(1986)-  38 44 08.21137(N)    105 56 40.80339(W) AD(       ) 1
 JK1317  NAD 27      -  38 44 08.22600(N)    105 56 38.76800(W) AD(       ) 1
 JK1317  NGVD 29 (07/19/86) 3168.3    (m)        10395.     (f) VERT ANG       
 JK1317
 JK1317.Superseded values are not recommended for survey control.
 JK1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1317.See file dsdata.txt to determine how the superseded data were derived.
 JK1317
 JK1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC1789587862(NAD 83)
 JK1317_MARKER: DS = TRIANGULATION STATION DISK
 JK1317_SETTING: 0 = UNSPECIFIED SETTING
 JK1317_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK1317
 JK1317  HISTORY     - Date     Condition        Report By
 JK1317  HISTORY     - 1935     MONUMENTED       CGS
 JK1317  HISTORY     - 1951     GOOD             CGS
 JK1317  HISTORY     - 1954     GOOD             USGS
 JK1317
 JK1317                          STATION DESCRIPTION
 JK1317
 JK1317'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 JK1317'STATION BASSAM LIES ABOUT 2 MILES S OF BASSAM PARK, ON THE
 JK1317'N PEAK OF A RANGE OF HIGH HILLS WHICH RUN IN GENERAL N-S.
 JK1317'STATION PEAK IS BARE ON TOP, WITH ASPEN COVERED SIDES.  STATION
 JK1317'IS ON THE HIGHEST POINT FOR SEVERAL MILES, IS ABOUT 3/4
 JK1317'MILE S OF BASSAM RANGER STATION, AND 1-1/4 MILE SSW OF
 JK1317'INTERSECTION OF TWO ROADS ON BLACK DUMP DIVIDE.  STATION IS 25
 JK1317'FEET ESE OF SMALL CAIRN, 7 FEET SE OF SHALLOW PROSPECTORS
 JK1317'HOLE, AND PROJECTS 6 INCHES.
 JK1317'
 JK1317'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 JK1317'DISKS SET IN CONCRETE IN TOP OF TILES WHICH ARE EMBEDDED IN THE
 JK1317'GROUND.
 JK1317'
 JK1317'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE
 JK1317'IN A DEPRESSION IN BEDROCK.
 JK1317'
 JK1317'REFERENCE MARK NO. 1 IS NNW OF STATION, AND PROJECTS 4 INCHES.
 JK1317'
 JK1317'REFERENCE MARK NO. 2 IS ESE OF STATION, AND PROJECTS 3 INCHES.
 JK1317'
 JK1317'AZIMUTH MARK IS NNE OF STATION, 75 YARDS SSW OF EDGE OF RIDGE,
 JK1317'AND PROJECTS 4 INCHES.
 JK1317'
 JK1317'STATION IS REACHED FROM JUNCTION OF U.S. HIGHWAY 650 WITH
 JK1317'U.S. HIGHWAY 40-S ABOUT 2 MILES S OF BUENA VISTA, BY DRIVING
 JK1317'EASTERLY ON U.S. HIGHWAY 40-S FOR 9.4 MILES.  AT SIGN FUTURITY
 JK1317'ROAD LEAVE U.S. HIGHWAY 40-S TAKING RIGHT FORK SOUTHERLY UP
 JK1317'CANYON ON GRADED ROAD 5.9 MILES.  AT SIGN TO RANGER STATION
 JK1317'CONTINUE ON MAIN GRADED LEFT FORK EASTERLY AND SOUTHERLY FOR 2.3
 JK1317'MILES.  AT SIGN TO RANGER STATION ON BLACK DUMP DIVIDE KEEP
 JK1317'RIGHT FORK SOUTHERLY 0.3 MILE ON GRADED ROAD.  200 YARDS N OF
 JK1317'GATE TO RANGER STATION, LEAVE GRADED ROAD TAKING RIGHT FORK
 JK1317'PLAIN TRACK ROAD SOUTHWESTERLY 0.4 MILE.  AT LONE SW FENCE
 JK1317'CORNER TAKE LESSER TRAVELED RGHT FORK WESTERLY UP DRAW 0.5
 JK1317'MILE.  AT HEAD OF DRAW TURN LEFT OR S AND PICK WAY THROUGH
 JK1317'TIMBER ABOUT 0.1 MILE TO END OF TRUCK TRAVEL.  PACK
 JK1317'S-SOUTHEASTERLY TO TOP OF HILL AND STATION.  THIS IS A 20-MINUTE
 JK1317'PACK.
 JK1317'
 JK1317'ALL OBJECTS ARE VISIBLE FROM THE GROUND.
 JK1317'
 JK1317'A 4-FOOT STAND WAS USED.
 JK1317
 JK1317                          STATION RECOVERY (1951)
 JK1317
 JK1317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 JK1317'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 JK1317'FOUND IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 JK1317'
 JK1317'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LOW HILL WHICH
 JK1317'IS ALMOST BARE ON TOP AND SURROUNDED BY ASPEN, PINE, AND FIR
 JK1317'TREES.  IT IS LOCATED AIRLINE ABOUT 3/4 MILE SOUTH OF THE
 JK1317'BASSAM RANGER STATION, ABOUT 8 MILES EAST-SOUTHEAST OF NATHROP,
 JK1317'AND ABOUT 13 MILES SOUTHEAST OF BUENA VISTA.
 JK1317'
 JK1317'THE STATION IS A STANDARD DISK STAMPED BASSAM 1935 CEMENTED
 JK1317'IN TOP OF A 4-INCH IRON PIPE WHICH PROJECTS ABOUT 6 INCHES
 JK1317'ABOVE THE GROUND.  IT IS 7 FEET SOUTHEAST OF A SHALLOW PROSPECTORS
 JK1317'SHAFT.
 JK1317'
 JK1317'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BASSAM
 JK1317'NO 1 1935 CEMENTED IN TOP OF A 4-INCH IRON PIPE WHICH PROJECTS
 JK1317'ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT 5 FEET LOWER THAN
 JK1317'THE STATION.
 JK1317'
 JK1317'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BASSAM NO 2
 JK1317'1935 CEMENTED IN TOP OF A 4-INCH IRON PIPE WHICH PROJECTS
 JK1317'ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT 2 FEET LOWER THAN
 JK1317'THE STATION.
 JK1317'
 JK1317'THE BASSAM CAIRN IS ABOUT 3 FEET IN DIAMETER AND ABOUT 5 FEET
 JK1317'HIGH.
 JK1317'
 JK1317'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BASSAM AZIMUTH
 JK1317'1935 CEMENTED IN TOP OF A 4-INCH IRON PIPE WHICH PROJECTS ABOUT
 JK1317'4 INCHES ABOVE THE GROUND.  IT IS ABOUT 75 YARDS SOUTH-SOUTHWEST
 JK1317'OF THE EDGE OF THE RIDGE.
 JK1317'
 JK1317'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 24 AND
 JK1317'285 WHICH IS 2 MILES SOUTH OF BUENA VISTA, GO EAST ON U.S.
 JK1317'HIGHWAYS 24 AND 285 FOR 6.5 MILES TO A SIGN BASSAM RANGER
 JK1317'STATION AND A SIDE ROAD, WHICH IS COUNTY ROAD 53.  FOLLOW
 JK1317'THE COUNTY ROAD, SOUTHEAST, FOR 1.5 MILES.  TAKE THE RIGHT FORK,
 JK1317'SOUTH, CROSS THE CREEK, AND GO 5.9 MILES.  TAKE THE LEFT FORK
 JK1317'AS PER SIGN BASSAM AND FOLLOW THE MAIN TRAVELED ROAD FOR 2.3
 JK1317'MILES TO THE CREST OF A SMALL SADDLE.  TAKE THE RIGHT FORK AS
 JK1317'PER SIGN BASSAM 1/2 GUARD STATION FOR 0.3 MILE.  TAKE THE DIM
 JK1317'RIGHT FORK FOR 0.4 MILE TO A WIRE GATE IN A FENCE CORNER.
 JK1317'PASS THROUGH THE GATE AND TAKE THE DIM RIGHT FORK, WESTERLY,
 JK1317'FOR 0.5 MILE TO THE TOP OF A SADDLE.  TURN LEFT, LEAVING THE
 JK1317'TRACK ROAD, AND GO SOUTH FOR 0.1 MILE THROUGH THE TREES
 JK1317'TO DENSE TIMBER AND THE END OF TRUCK TRAVEL.  PACK
 JK1317'SOUTH-SOUTHEAST THROUGH THE TIMBER TO THE HIGHEST POINT OF THE
 JK1317'HILL AND THE STATION.  THIS IS ABOUT A 20 MINUTE PACK.
 JK1317'
 JK1317'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH-NORTHEAST
 JK1317'DOWN THE BARE RIDGE FOR 0.25 MILE TO THE AZIMUTH MARK.
 JK1317
 JK1317                          STATION RECOVERY (1954)
 JK1317
 JK1317'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JK1317'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1318 ***********************************************************************
 JK1318  DESIGNATION -  BASSAM CAIRN
 JK1318  PID         -  JK1318
 JK1318  STATE/COUNTY-  CO/CHAFFEE
 JK1318  USGS QUAD   -  CAMERON MOUNTAIN (1994)
 JK1318
 JK1318                         *CURRENT SURVEY CONTROL
 JK1318  ___________________________________________________________________
 JK1318* NAD 83(1992)-  38 44 08.31153(N)    105 56 41.09638(W)     ADJUSTED  
 JK1318* NAVD 88     -      3170.     (meters)   10400.     (feet)  SCALED    
 JK1318  ___________________________________________________________________
 JK1318  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 JK1318  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 JK1318
 JK1318  HORZ ORDER  -  SECOND
 JK1318
 JK1318.The horizontal coordinates were established by classical geodetic methods
 JK1318.and adjusted by the National Geodetic Survey in January 1993..
 JK1318
 JK1318.The orthometric height was scaled from a topographic map.
 JK1318
 JK1318.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1318
 JK1318.The geoid height was determined by GEOID03.
 JK1318
 JK1318;                    North         East     Units Scale Factor Converg.
 JK1318;SPC CO C     -   405,057.914   875,733.722   MT  0.99995612   -0 16 49.8
 JK1318;SPC CO C     - 1,328,927.51  2,873,136.39   sFT  0.99995612   -0 16 49.8
 JK1318;UTM  13      - 4,287,864.789   417,888.171   MT  0.99968303   -0 35 28.3
 JK1318
 JK1318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1318!SPC CO C     -   0.99950514  x   0.99995612  =   0.99946128
 JK1318!UTM  13      -   0.99950514  x   0.99968303  =   0.99918833
 JK1318
 JK1318                          SUPERSEDED SURVEY CONTROL
 JK1318
 JK1318  NAD 83(1986)-  38 44 08.30439(N)    105 56 41.10060(W) AD(       ) 2
 JK1318  NAD 27      -  38 44 08.32000(N)    105 56 39.06000(W) AD(       ) 2
 JK1318
 JK1318.Superseded values are not recommended for survey control.
 JK1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1318.See file dsdata.txt to determine how the superseded data were derived.
 JK1318
 JK1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC1788887865(NAD 83)
 JK1318_MARKER: 72 = CAIRN
 JK1318
 JK1318  HISTORY     - Date     Condition        Report By
 JK1318  HISTORY     - 1951     FIRST OBSERVED   CGS
 JK1318
 JK1318                          STATION DESCRIPTION
 JK1318
 JK1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 JK1318'THE STATION IS LOCATED ABOUT 3/4 MILE SOUTH OF THE BASSAM RANGER
 JK1318'STATION, ABOUT 8 MILES AIRLINE EAST SOUTHEAST OF NATHROP, AND ABOUT
 JK1318'13 MILES AIRLINE SOUTHEAST OF BUENA VISTA, ON A LOW HILL THAT
 JK1318'IS BARE OF TREES ON TOP.
 JK1318'
 JK1318'THE STATION IS A CAIRN THAT IS ABOUT 5 FEET HIGH AND ABOUT 3
 JK1318'FEET IN DIAMETER AND IS 25.360 FEET, 7.730 METERS WEST
 JK1318'NORTHWEST OF TRIANGULATION STATION BASSAM 1935.  THE CENTER
 JK1318'OF THE CAIRN WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4271 ***********************************************************************
 AE4271  DESIGNATION -  BATES
 AE4271  PID         -  AE4271
 AE4271  STATE/COUNTY-  CO/EL PASO
 AE4271  USGS QUAD   -  PIKES PEAK (1984)
 AE4271
 AE4271                         *CURRENT SURVEY CONTROL
 AE4271  ___________________________________________________________________
 AE4271* NAD 83(1992)-  38 50 26.86557(N)    105 02 40.70433(W)     ADJUSTED  
 AE4271* NAVD 88     -      4299.2    (meters)   14105.     (feet)  GPS OBS   
 AE4271  ___________________________________________________________________
 AE4271  X           -  -1,292,086.805 (meters)                     COMP
 AE4271  Y           -  -4,807,149.154 (meters)                     COMP
 AE4271  Z           -   3,981,253.292 (meters)                     COMP
 AE4271  LAPLACE CORR-         -15.65  (seconds)                    DEFLEC99
 AE4271  ELLIP HEIGHT-        4284.21  (meters)          (12/03/02) GPS OBS
 AE4271  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 AE4271
 AE4271  HORZ ORDER  -  FIRST
 AE4271  ELLP ORDER  -  FOURTH    CLASS II
 AE4271
 AE4271.The horizontal coordinates were established by GPS observations
 AE4271.and adjusted by the National Geodetic Survey in October 1997..
 AE4271
 AE4271.The orthometric height was determined by GPS observations and a
 AE4271.high-resolution geoid model.
 AE4271
 AE4271.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4271
 AE4271.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4271
 AE4271.The ellipsoidal height was determined by GPS observations
 AE4271.and is referenced to NAD 83.
 AE4271
 AE4271.The geoid height was determined by GEOID03.
 AE4271
 AE4271;                    North         East     Units Scale Factor Converg.
 AE4271;SPC CO C     -   416,735.050   953,933.971   MT  0.99994617   +0 17 13.9
 AE4271;SPC CO C     - 1,367,238.24  3,129,698.37   sFT  0.99994617   +0 17 13.9
 AE4271;UTM  13      - 4,299,110.731   496,125.889   MT  0.99960018   -0 01 40.8
 AE4271
 AE4271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4271!SPC CO C     -   0.99932826  x   0.99994617  =   0.99927447
 AE4271!UTM  13      -   0.99932826  x   0.99960018  =   0.99892871
 AE4271
 AE4271                          SUPERSEDED SURVEY CONTROL
 AE4271
 AE4271  ELLIP H (10/31/97) 4284.23   (m)                       GP(       ) 4 1
 AE4271
 AE4271.Superseded values are not recommended for survey control.
 AE4271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4271.See file dsdata.txt to determine how the superseded data were derived.
 AE4271
 AE4271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC9612699111(NAD 83)
 AE4271_MARKER: DD = SURVEY DISK
 AE4271_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AE4271+WITH SETTING: PAVEMENT
 AE4271_SP_SET: CONCRETE SLAB
 AE4271_STAMPING: SEE DESCRIPTION
 AE4271_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE4271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4271+STABILITY: SURFACE MOTION
 AE4271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4271+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1998
 AE4271
 AE4271  HISTORY     - Date     Condition        Report By
 AE4271  HISTORY     - 1993     MONUMENTED       NGS
 AE4271  HISTORY     - 19980925 GOOD             NGS
 AE4271
 AE4271                          STATION DESCRIPTION
 AE4271
 AE4271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RSC)
 AE4271'THE STATION IS LOCATED ON THE TOP OF PIKES PEAK.  OWNERSHIP--U.  S.
 AE4271'GOVERNMENT  TO REACH THE STATION FROM INTERSTATE 25 AND STATE HIGHWAY
 AE4271'24, EXIT 141, GO WEST ON STATE HIGHWAY 24 FOR 9.6 MI (15.4 KM) TO A
 AE4271'TURNOFF ON THE LEFT FOR PIKES PEAK TOLL ROAD.  TURN LEFT,
 AE4271'NORTHWESTERLY, FOR 1.15 MI (1.85 KM) TO THE TOLL GATE.  PASS THROUGH
 AE4271'THE TOLL GATE AND CONTINUE UPHILL FOR 18.5 MI (29.8 KM) TO THE TOP OF
 AE4271'THE PEAK AND THE STATION  THE MARK IS A PUNCH MARK TOP CENTER ON A
 AE4271'SHORT SECTION OF STAINLESS STEEL ROD GROUTED FLUSH INTO A DRILL HOLE
 AE4271'IN THE SOUTHEAST CORNER OF A CONCRETE PAD.  IT IS 512 FT (156.1 M)
 AE4271'WEST FROM THE SOUTHWEST CORNER OF THE ENTRANCE CANOPY TO THE VISITORS
 AE4271'CENTER, 152.9 FT (46.6 M) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF
 AE4271'THE U.  S.  ARMY RESEARCH BUILDING, 120.6 FT (36.8 M) NORTHWEST FROM
 AE4271'THE ALUMINUM STEM OF A SURVEY MARKER AND 38 FT (11.6 M) NORTH FROM THE
 AE4271'CENTER OF THE GRAVELED ROAD.
 AE4271
 AE4271                          STATION RECOVERY (1998)
 AE4271
 AE4271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 AE4271'THE STATION IS LOCATED ON THE TOP OF PIKES PEAK, 12 MILES (19.3 KM)
 AE4271'WEST OF COLORADO SPRINGS, IN THE SOUTHWEST 1/4 OF SECTION 7, T 14 S, R
 AE4271'68 W.  OWNERSHIP--U.S.  FOREST SERVICE, PIKE NATIONAL FOREST
 AE4271'TO REACH THE STATION FROM INTERSTATE 25 EXIT 141 AND U.  S.  HIGHWAY
 AE4271'24, GO WEST ON U.  S.  HIGHWAY 24 FOR 9.6 MI (15.4 KM) TO A SIDE ROAD
 AE4271'LEFT, PIKES PEAK TOLL ROAD.  TURN LEFT, NORTHWESTERLY, FOR 1.15 MI
 AE4271'(1.85 KM) TO THE TOLL GATE.  PASS THROUGH THE TOLL GATE AND CONTINUE
 AE4271'UPHILL FOR 18.5 MI (29.8 KM) TO THE TOP OF THE MOUNTAIN AND THE
 AE4271'STATION ON THE NORTH SIDE
 AE4271'THE MARK IS A SPECIAL BRASS DISK IMPRINTED WITH --ROCKY MOUNTAIN ION,
 AE4271'100TH ANNIVERSARY, KATHARINE LEE BATES, PIKES PEAK 1993--, SET IN A
 AE4271'DRILL HOLE IN THE SOUTHEAST SIDE OF A CONCRETE PAD MEASURING 1.5 M
 AE4271'(4.9 FT) BY 1.8 M.  (5.9 FT) IT IS 512 FT (156.1 M) WEST FROM THE
 AE4271'SOUTHWEST CORNER OF THE ENTRANCE CANOPY TO THE VISITORS CENTER, 152.9
 AE4271'FT (46.6 M) EAST-NORTHEAST FROM THE NORTHEAST CORNER OF THE U.  S.
 AE4271'ARMY RESEARCH BUILDING, 120.6 FT (36.8 M) NORTHWEST FROM THE ALUMINUM
 AE4271'STEM OF A SURVEY MARKER IN TOP OF A BOULDER AND 38 FT (11.6 M) NORTH
 AE4271'FROM THE CENTER OF A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5258 ***********************************************************************
 AE5258  DESIGNATION -  BAUR
 AE5258  PID         -  AE5258
 AE5258  STATE/COUNTY-  CO/ARAPAHOE
 AE5258  USGS QUAD   -  HIGHLANDS RANCH (1965)
 AE5258
 AE5258                         *CURRENT SURVEY CONTROL
 AE5258  ___________________________________________________________________
 AE5258* NAD 83(1992)-  39 36 09.29382(N)    104 57 36.07695(W)     ADJUSTED  
 AE5258* NAVD 88     -      1679.5    (meters)    5510.     (feet)  GPS OBS   
 AE5258  ___________________________________________________________________
 AE5258  X           -  -1,270,650.247 (meters)                     COMP
 AE5258  Y           -  -4,755,401.292 (meters)                     COMP
 AE5258  Z           -   4,045,145.084 (meters)                     COMP
 AE5258  LAPLACE CORR-          -7.32  (seconds)                    DEFLEC99
 AE5258  ELLIP HEIGHT-        1662.61  (meters)          (12/03/02) GPS OBS
 AE5258  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 AE5258
 AE5258  HORZ ORDER  -  FIRST
 AE5258  ELLP ORDER  -  FOURTH    CLASS II
 AE5258
 AE5258.The horizontal coordinates were established by GPS observations
 AE5258.and adjusted by the National Geodetic Survey in January 1998..
 AE5258
 AE5258.The orthometric height was determined by GPS observations and a
 AE5258.high-resolution geoid model.
 AE5258
 AE5258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5258
 AE5258.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5258
 AE5258.The ellipsoidal height was determined by GPS observations
 AE5258.and is referenced to NAD 83.
 AE5258
 AE5258.The geoid height was determined by GEOID03.
 AE5258
 AE5258;                    North         East     Units Scale Factor Converg.
 AE5258;SPC CO C     -   501,342.414   960,777.417   MT  0.99997416   +0 20 26.0
 AE5258;SPC CO C     - 1,644,820.90  3,152,150.58   sFT  0.99997416   +0 20 26.0
 AE5258;UTM  13      - 4,383,649.944   503,432.264   MT  0.99960015   +0 01 31.7
 AE5258
 AE5258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5258!SPC CO C     -   0.99973923  x   0.99997416  =   0.99971340
 AE5258!UTM  13      -   0.99973923  x   0.99960015  =   0.99933948
 AE5258
 AE5258                          SUPERSEDED SURVEY CONTROL
 AE5258
 AE5258  ELLIP H (01/12/98) 1662.63   (m)                       GP(       ) 4 1
 AE5258
 AE5258.Superseded values are not recommended for survey control.
 AE5258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5258.See file dsdata.txt to determine how the superseded data were derived.
 AE5258
 AE5258_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED0343283650(NAD 83)
 AE5258_MARKER: DH = HORIZONTAL CONTROL DISK
 AE5258_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE5258_SP_SET: ABUTMENT
 AE5258_STAMPING: BAUR 1996
 AE5258_MARK LOGO: NGS   
 AE5258_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE5258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5258+STABILITY: SURFACE MOTION
 AE5258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5258+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE5258
 AE5258  HISTORY     - Date     Condition        Report By
 AE5258  HISTORY     - 1996     MONUMENTED       NGS
 AE5258
 AE5258                          STATION DESCRIPTION
 AE5258
 AE5258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE5258'THE STATION IS LOCATED JUST SOUTH OF GREENWOOD VILLAGE, IN THE
 AE5258'NORTHWEST 1/4 OF SECTION 24, T 5 S, R 68 W.  OWNERSHIP--DENVER WATER
 AE5258'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH UNIVERSITY BLVD.
 AE5258'AND EAST ORCHARD ROAD, GO SOUTH ON SOUTH UNIVERSITY BLVD.  FOR 0.6 MI
 AE5258'(1.0 KM) TO THE ENTRANCE TO SAINT ANDREW UNITED METHODIST CHURCH AT
 AE5258'6325 UNIVERSITY BLVD.  AND THE GOODSON RECREATION CENTER AT 6315
 AE5258'UNIVERSITY BLVD.  TURN LEFT, 0.05 MI (0.08 KM) SOUTHWESTERLY THAN
 AE5258'NORTHWESTERLY TO THE FRONT OF THE CHURCH AND THE STATION ON RIGHT ON
 AE5258'AN OLD BRIDGE ACROSS THE HIGHLINE CANAL  THE MARK IS A STANDARD DISK
 AE5258'SET IN A DRILL HOLE IN THE EASTERN CORNER OF THE BRIDGE.  IT IS 34.5 M
 AE5258'(113.2 FT) EAST-NORTHEAST FROM THE CENTER LINE OF THE ROAD IN FRONT OF
 AE5258'THE CHURCH, 18.5 M (60.7 FT) EAST FROM A POWER POLE NUMBER 6325, 14.4
 AE5258'M (47.2 FT) NORTHEAST FROM A LAND CORNER STAMPED--LS 12353 1/4 OF
 AE5258'S23/S24 T5S R68W 1991--, 4.6 M (15.1 FT) EAST-NORTHEAST FROM THE
 AE5258'CENTER OF THE HIGHLINE CANAL, 4.1 M (13.5 FT) WEST FROM THE GUARD RAIL
 AE5258'FOR UNIVERSITY BLVD., 3.7 M (12.1 FT) SOUTH-SOUTHEAST FROM THE CENTER
 AE5258'OF THE OLD ROAD OVER THE BRIDGE, 3.1 M (10.2 FT) NORTH-NORTHWEST OF AN
 AE5258'ARAPAHOE COUNTY ENGINEER DISK STAMPED--BM 24E 63S AC-86-12--, 0.2 M
 AE5258'(0.7 FT) WEST FROM THE EASTERN END OF THE BRIDGE GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0553 ***********************************************************************
 HL0553  DESIGNATION -  BAXTER
 HL0553  PID         -  HL0553
 HL0553  STATE/COUNTY-  CO/RIO GRANDE
 HL0553  USGS QUAD   -  SOUTH FORK WEST (1967)
 HL0553
 HL0553                         *CURRENT SURVEY CONTROL
 HL0553  ___________________________________________________________________
 HL0553* NAD 83(1992)-  37 41 11.66182(N)    106 39 12.95897(W)     ADJUSTED  
 HL0553* NAVD 88     -      2851.1    (meters)    9354.     (feet)  VERTCON   
 HL0553  ___________________________________________________________________
 HL0553  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 HL0553  GEOID HEIGHT-         -15.77  (meters)                     GEOID03
 HL0553
 HL0553  HORZ ORDER  -  FIRST
 HL0553
 HL0553.The horizontal coordinates were established by classical geodetic methods
 HL0553.and adjusted by the National Geodetic Survey in January 1993..
 HL0553
 HL0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0553
 HL0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0553
 HL0553.The geoid height was determined by GEOID03.
 HL0553
 HL0553;                    North         East     Units Scale Factor Converg.
 HL0553;SPC CO S     -   418,621.739   812,656.415   MT  0.99994870   -0 42 27.3
 HL0553;SPC CO S     - 1,373,428.16  2,666,190.25   sFT  0.99994870   -0 42 27.3
 HL0553;UTM  13      - 4,172,326.998   354,197.478   MT  0.99986185   -1 00 39.9
 HL0553
 HL0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0553!SPC CO S     -   0.99955529  x   0.99994870  =   0.99950401
 HL0553!UTM  13      -   0.99955529  x   0.99986185  =   0.99941720
 HL0553
 HL0553|---------------------------------------------------------------------|
 HL0553| PID    Reference Object                     Distance      Geod. Az  |
 HL0553|                                                           dddmmss.s |
 HL0553| CM6893 BAXTER RM 1                           5.251 METERS 10857     |
 HL0553| CM6892 U 167                                              2670256.8 |
 HL0553| CM6894 BAXTER RM 2                           4.317 METERS 32716     |
 HL0553|---------------------------------------------------------------------|
 HL0553
 HL0553                          SUPERSEDED SURVEY CONTROL
 HL0553
 HL0553  NAD 83(1986)-  37 41 11.66000(N)    106 39 12.96466(W) AD(       ) 1
 HL0553  NAD 27      -  37 41 11.64320(N)    106 39 10.80580(W) AD(       ) 1
 HL0553  NGVD 29 (07/19/86) 2849.5    (m)         9349.     (f) VERT ANG       
 HL0553
 HL0553.Superseded values are not recommended for survey control.
 HL0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0553.See file dsdata.txt to determine how the superseded data were derived.
 HL0553
 HL0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB5419772327(NAD 83)
 HL0553_MARKER: DS = TRIANGULATION STATION DISK
 HL0553_SETTING: 66 = SET IN ROCK OUTCROP
 HL0553
 HL0553  HISTORY     - Date     Condition        Report By
 HL0553  HISTORY     - 1958     MONUMENTED       CGS
 HL0553
 HL0553                          STATION DESCRIPTION
 HL0553
 HL0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 HL0553'STATION IS ON A LOW TIMBERED COVERED RIDGE.  IT IS ON THE
 HL0553'SECOND BENCH FROM THE SOUTH.  IT HAS VERY STEEP SLOPES TO THE
 HL0553'EAST, WEST AND SOUTH BUT TO THE NORTH THERE IS HIGHER GROUND.
 HL0553'IT IS ABOUT 16-1/2 MILES WEST OF DEL NORTE, 1-1/2 MILES NORTH
 HL0553'OF THE HIGHWAY JUNCTION IN SOUTH FORK AND 1/2 MILE SOUTH
 HL0553'OF THE HIGHEST PART OF RIDGE.
 HL0553'
 HL0553'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 160 AND STATE HIGHWAY
 HL0553'149 IN THE WEST EDGE OF SOUTH FORK, GO WEST-NORTHWEST ON STATE
 HL0553'HIGHWAY 149 FOR 0.75 MILE TO A SIDE ROAD LEFT JUST BEFORE
 HL0553'REACHING THE RIO GRANDE RIVER BRIDGE, (TO REACH THE AZIMUTH
 HL0553'MARK TURN LEFT, WEST ON GRADED ROAD FOR 0.75 MILE TO A SIDE
 HL0553'ROAD RIGHT, CONTINUE WEST ON GRADED ROAD FOR 0.2 MILE TO
 HL0553'WERE MAIN ROAD TURNS RIGHT AND A TRACK ROAD CONTINUES STRAIGHT
 HL0553'AHEAD, CONTINUE STRAIGHT AHEAD WEST, ON TRACK ROAD FOR 0.15
 HL0553'MILE TO A WIRE FENCE AND END OF TRUCK TRAVEL, CROSS FENCE
 HL0553'AND PACK WESTERLY ALONG RAILROAD TRACKS FOR 558 FEET TO
 HL0553'AZIMUTH MARK ON THE RIGHT), CONTINUE NORTHWESTERLY, ON
 HL0553'STATE HIGHWAY 149 FOR 0.15 MILE TO A SIDE ROAD RIGHT JUST
 HL0553'AFTER CROSSING RIO GRANDE RIVER BRIDGE, TURN RIGHT,
 HL0553'EASTERLY ON GRADED ROAD FOR 0.5 MILE TO A WIRE GATE ON
 HL0553'THE LEFT, TURN LEFT NORTHERLY AND PASS THROUGH GATE ON
 HL0553'TRACK ROAD FOR 0.15 MILE TO THE NORTH EDGE OF AN OLD FIELD
 HL0553'AND END OF TRUCK TRAVEL.  FROM HERE PACK NORTH UP OLD
 HL0553'TRAIL TO THE TOP OF THE FIRST BENCH, THEN FOLLOW THE OLD
 HL0553'TRAIL NORTHWESTERLY FOR ABOUT 1/4 MILE THEN LEAVE TRAIL
 HL0553'AND PACK WEST UP STEEP GRADE TO THE TOP OF THE SECOND
 HL0553'BENCH, THEN NORTH ALONG THE TOP OF RIDGE TO A 15 INCH PINE
 HL0553'TREE WITH A TRIANGLE BLAZE ON THE SOUTH SIDE AND STATION.
 HL0553'(ABOUT A HOUR PACK.)
 HL0553'
 HL0553'STATION MARK IS A STANDARD DISK, STAMPED BAXTER 1958, SET IN
 HL0553'A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND SURFACE.  IT IS
 HL0553'41 FEET SOUTH OF A 15 INCH PINE TREE WITH A TRIANGLE BLAZE
 HL0553'ON THE SOUTH SIDE, 13 FEET EAST OF THE WEST EDGE OF RIDGE
 HL0553'AND 10 FEET WEST OF THE EAST EDGE OF RIDGE.  NO WITNESS POST
 HL0553'WAS SET.
 HL0553'
 HL0553'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BAXTER NO 1 1958,
 HL0553'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK MEASURING 6 X 5
 HL0553'FEET AND PROJECTS 18 INCHES.  IT IS 55 FEET SOUTH OF THE
 HL0553'TRIANGLE BLAZED TREE, 23 FEET EAST OF THE WEST EDGE OF RIDGE
 HL0553'AND 2 FEET WEST OF THE EAST EDGE OF RIDGE.
 HL0553'
 HL0553'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BAXTER NO 2
 HL0553'1958, SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND SURFACE.
 HL0553'IT IS 37 FEET SOUTH OF THE TRIANGLE BLAZED TREE, 10 FEET EAST
 HL0553'OF THE WEST EDGE OF RIDGE AND 5 FEET WEST OF THE EAST EDGE
 HL0553'OF RIDGE.
 HL0553'
 HL0553'AZIMUTH MARK IS A STANDARD COAST AND GEODETIC SURVEY BENCH
 HL0553'MARK DISK, STAMPED U 167 1934, SET IN A DRILL HOLE IN A BOULDER
 HL0553'MEASURING 6 X 4 FEET AND PROJECTS 3 FEET.  IT IS 558 FEET WEST
 HL0553'OF MILE POST 301 AND 16.6 FEET NORTH OF THE NORTH RAIL OF
 HL0553'RAILROAD TRACKS.  NO WITNESS POST WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0629 ***********************************************************************
 HL0629  DESIGNATION -  BAYFIELD
 HL0629  PID         -  HL0629
 HL0629  STATE/COUNTY-  CO/LA PLATA
 HL0629  USGS QUAD   -  GEM VILLAGE (1968)
 HL0629
 HL0629                         *CURRENT SURVEY CONTROL
 HL0629  ___________________________________________________________________
 HL0629* NAD 83(1992)-  37 13 16.02777(N)    107 38 56.68944(W)     ADJUSTED  
 HL0629* NAVD 88     -      2168.     (meters)    7113.     (feet)  SCALED    
 HL0629  ___________________________________________________________________
 HL0629  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 HL0629  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 HL0629
 HL0629  HORZ ORDER  -  SECOND
 HL0629
 HL0629.The horizontal coordinates were established by classical geodetic methods
 HL0629.and adjusted by the National Geodetic Survey in January 1993..
 HL0629
 HL0629.The orthometric height was scaled from a topographic map.
 HL0629
 HL0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0629
 HL0629.The geoid height was determined by GEOID03.
 HL0629
 HL0629;                    North         East     Units Scale Factor Converg.
 HL0629;SPC CO S     -   368,530.118   723,680.346   MT  1.00000224   -1 19 05.5
 HL0629;SPC CO S     - 1,209,085.90  2,374,274.60   sFT  1.00000224   -1 19 05.5
 HL0629;UTM  13      - 4,122,690.362   264,956.869   MT  1.00028059   -1 36 11.3
 HL0629
 HL0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0629!SPC CO S     -   0.99966284  x   1.00000224  =   0.99966508
 HL0629!UTM  13      -   0.99966284  x   1.00028059  =   0.99994333
 HL0629
 HL0629|---------------------------------------------------------------------|
 HL0629| PID    Reference Object                     Distance      Geod. Az  |
 HL0629|                                                           dddmmss.s |
 HL0629| CM6896 BAYFIELD RM 1                         5.248 METERS 06746     |
 HL0629| CM6895 BAYFIELD AZ MK                                     0940923.3 |
 HL0629| CM6897 BAYFIELD RM 2                        11.078 METERS 15353     |
 HL0629|---------------------------------------------------------------------|
 HL0629
 HL0629                          SUPERSEDED SURVEY CONTROL
 HL0629
 HL0629  NAD 83(1986)-  37 13 16.02416(N)    107 38 56.69566(W) AD(       ) 2
 HL0629  NAD 27      -  37 13 16.00500(N)    107 38 54.48300(W) AD(       ) 2
 HL0629
 HL0629.Superseded values are not recommended for survey control.
 HL0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0629.See file dsdata.txt to determine how the superseded data were derived.
 HL0629
 HL0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB6495722690(NAD 83)
 HL0629_MARKER: DS = TRIANGULATION STATION DISK
 HL0629_SETTING: 66 = SET IN ROCK OUTCROP
 HL0629
 HL0629  HISTORY     - Date     Condition        Report By
 HL0629  HISTORY     - 1936     MONUMENTED       CGS
 HL0629  HISTORY     - 1979     GOOD             NGS
 HL0629  HISTORY     - 1982     GOOD             BLM
 HL0629
 HL0629                          STATION DESCRIPTION
 HL0629
 HL0629'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 HL0629'STATION IS LOCATED NEAR THE N BOUNDARY OF THE AREA ON A SHARP
 HL0629'CRESTED HILL N OF U.S. HIGHWAY 160 ABOUT 1/4 MILE AND 2-1/2
 HL0629'MILES W OF BAYFIELD.
 HL0629'
 HL0629'STATION, REFERENCE MARK NO. 2 AND AZIMUTH MARK ARE STANDARD
 HL0629'BRONZE DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 HL0629'
 HL0629'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN CONCRETE
 HL0629'IN THE TOP OF A TILE, WHICH IS EMBEDDED IN THE GROUND.
 HL0629'
 HL0629'THE AZIMUTH MARK IS ESE OF THE STATION.
 HL0629'
 HL0629'REFERENCE MARK NO. 1 IS ENE OF THE STATION.
 HL0629'
 HL0629'REFERENCE MARK NO. 2 IS S OF THE STATION.
 HL0629'
 HL0629'STATION WAS REACHED FROM THE INTERSECTION OF U.S. HIGHWAYS
 HL0629'160 AND 550 IN DURANGO BY GOING E ON U.S. HIGHWAY 160 TOWARDS
 HL0629'BAYFIELD FOR 17.4 MILES.  HERE THE RIGHT-OF-WAY FENCES WIDEN
 HL0629'OUT AND THERE ARE FIVE TALL CONCRETE MONUMENTS, THE LARGEST
 HL0629'OF WHICH IS STAMPED FEDERAL AID PROJECT 265 E AND D.  THESE
 HL0629'MONUMENTS ARE IN LINE PERPENDICULAR TO THE HIGHWAY.  WALK
 HL0629'UP THE HILL TO THE TOP, CROSSING A NARROW IRRIGATION DITCH
 HL0629'ON THE WAY.  FOLLOW THE NARROW RIDGE TO THE N FOR 200 YARDS
 HL0629'TO THE HIGHEST POINT IN CLEARING AND STATION.  THIS IS A 10
 HL0629'MINUTE PACK.
 HL0629'
 HL0629'A 4-FOOT STAND CLEARED ALL LINES.
 HL0629
 HL0629                          STATION RECOVERY (1979)
 HL0629
 HL0629'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (MWJ)
 HL0629'THE STATION AND RM 1 AND 2 WERE RECOVERED AS DESCRIBED.
 HL0629'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 HL0629'
 HL0629'(THE STATION AND RMS WILL NOT SEE DURANGO-LA PLATA COUNTY AIRPORT).
 HL0629'
 HL0629'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES WEST OF
 HL0629'BAYFIELD.
 HL0629
 HL0629                          STATION RECOVERY (1982)
 HL0629
 HL0629'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1982 (SRW)
 HL0629'BAYFIELD STATION MARK 1936 RECOVERED GOOD.
 HL0629'
 HL0629'RM NO 1 1936 RECOVERED GOOD.
 HL0629'
 HL0629'RM NO 2 1936 RECOVERED GOOD.
 HL0629'
 HL0629'AZIMUTH MARK NOT CHECKED.
 HL0629'
 HL0629'STAMPED STATION 62004 BECAUSE IT HAD LESS THAN OR EQUAL 80 SATELLITE
 HL0629'PASSES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8533 ***********************************************************************
 DF8533  DESIGNATION -  BAZ
 DF8533  PID         -  DF8533
 DF8533  STATE/COUNTY-  CO/EL PASO
 DF8533  USGS QUAD   -  COLORADO SPRINGS (1994)
 DF8533
 DF8533                         *CURRENT SURVEY CONTROL
 DF8533  ___________________________________________________________________
 DF8533* NAD 83(1986)-  38 48 25.     (N)    104 49 37.     (W)     SCALED    
 DF8533* NAVD 88     -      1815.101  (meters)    5955.04   (feet)  ADJUSTED  
 DF8533  ___________________________________________________________________
 DF8533  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 DF8533  DYNAMIC HT  -        1813.130 (meters)    5948.58  (feet)  COMP
 DF8533  MODELED GRAV-     979,478.3   (mgal)                       NAVD 88
 DF8533
 DF8533  VERT ORDER  -  FIRST     CLASS II
 DF8533
 DF8533.The horizontal coordinates were scaled from a topographic map and have
 DF8533.an estimated accuracy of +/- 6 seconds.
 DF8533
 DF8533.The orthometric height was determined by differential leveling
 DF8533.and adjusted by the National Geodetic Survey in September 2004..
 DF8533.No vertical observational check was made to the station.
 DF8533
 DF8533.The geoid height was determined by GEOID03.
 DF8533
 DF8533.The dynamic height is computed by dividing the NAVD 88
 DF8533.geopotential number by the normal gravity value computed on the
 DF8533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8533.degrees latitude (g = 980.6199 gals.).
 DF8533
 DF8533.The modeled gravity was interpolated from observed gravity values.
 DF8533
 DF8533;                    North         East    Units  Estimated Accuracy
 DF8533;SPC CO C     -   413,100.      972,860.      MT  (+/- 180 meters Scaled)
 DF8533
 DF8533                          SUPERSEDED SURVEY CONTROL
 DF8533
 DF8533.No superseded survey control is available for this station.
 DF8533
 DF8533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC150953(NAD 83)
 DF8533_MARKER: DV = VERTICAL CONTROL DISK
 DF8533_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DF8533_SP_SET: CULVERT WINGWALL
 DF8533_STAMPING: BAZ 2001
 DF8533_MARK LOGO: NGS   
 DF8533_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8533+STABILITY: SURFACE MOTION
 DF8533_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF8533+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF8533
 DF8533  HISTORY     - Date     Condition        Report By
 DF8533  HISTORY     - 2001     MONUMENTED       CODOT
 DF8533
 DF8533                          STATION DESCRIPTION
 DF8533
 DF8533'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 2001 (LDV)
 DF8533'THE STATION IS LOCATED IN THE CITY OF COLORADO SPRINGS IN THE
 DF8533'NORTHWEST CORNER OF
 DF8533'SECTION 30, TOWNSHIP 14 SOUTH, RANGE 66 WEST.
 DF8533' 
 DF8533'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 25 AND TEJON
 DF8533'STREET PROCEED
 DF8533'0.6 KM (0.4 MI) SOUTH ON TEJON STREET TO THE INTERSECTION OF CASCADE
 DF8533'LANE, CONTINUE
 DF8533'SOUTHERLY ON CASCADE LANE FOR 0.2 KM (0.15 MI) TO THE STATION ON THE
 DF8533'RIGHT.
 DF8533' 
 DF8533'THE MARK IS A STANDARD DISC SET IN THE SOUTHWEST WINGWALL OF A
 DF8533'DRAINAGE CULVERT 0.3 M
 DF8533'(1.0 FT) BELOW THE SURFACE OF THE ROAD, 27 M (89.1 FT) NORTH-NORTHWEST
 DF8533'OF THE
 DF8533'INTERSECTION OF CASCADE LANE AND CHEYENNE ROAD, 18.0 M (59.4 FT)
 DF8533'NORTH OF THE STREET
 DF8533'TRAFFIC LIGHT ON THE NORTHWEST CORNER OF THE INTERSECTION OF CASCADE
 DF8533'LANE AND
 DF8533'CHEYENNNE ROAD, 8.0 M (26.4 FT) WEST FROM THE CENTERLINE OF CASCADE
 DF8533'LANE, 5.0 M (16.5 FT)
 DF8533'WEST FROM A MANHOLE IN THE SOUTHBOUND LANES OF CASCADE LANE, 1.0 M
 DF8533'(3.3 FT) SOUTH FROM
 DF8533'THE SOUTHWEST CORNER OF THE CULVERT.
 DF8533' 
 DF8533' 
 DF8533' 
 DF8533' 
 DF8533' 
 DF8533' 
 DF8533'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1383 ***********************************************************************
 JK1383  CBN         -  This is a Cooperative Base Network Control Station.
 JK1383  DESIGNATION -  BAZANELE
 JK1383  PID         -  JK1383
 JK1383  STATE/COUNTY-  CO/TELLER
 JK1383  USGS QUAD   -  CRIPPLE CREEK SOUTH (1975)
 JK1383
 JK1383                         *CURRENT SURVEY CONTROL
 JK1383  ___________________________________________________________________
 JK1383* NAD 83(1992)-  38 44 57.35648(N)    105 11 46.07323(W)     ADJUSTED  
 JK1383* NAVD 88     -      2965.1    (meters)    9728.     (feet)  GPS OBS   
 JK1383  ___________________________________________________________________
 JK1383  X           -  -1,306,189.695 (meters)                     COMP
 JK1383  Y           -  -4,808,859.999 (meters)                     COMP
 JK1383  Z           -   3,972,493.832 (meters)                     COMP
 JK1383  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 JK1383  ELLIP HEIGHT-        2950.51  (meters)          (10/21/02) GPS OBS
 JK1383  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 JK1383
 JK1383  HORZ ORDER  -  B
 JK1383  ELLP ORDER  -  FOURTH    CLASS II
 JK1383
 JK1383.The horizontal coordinates were established by GPS observations
 JK1383.and adjusted by the National Geodetic Survey in March 1994..
 JK1383
 JK1383.The orthometric height was determined by GPS observations and a
 JK1383.high-resolution geoid model.
 JK1383
 JK1383.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1383
 JK1383.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1383
 JK1383.The ellipsoidal height was determined by GPS observations
 JK1383.and is referenced to NAD 83.
 JK1383
 JK1383.The geoid height was determined by GEOID03.
 JK1383
 JK1383;                    North         East     Units Scale Factor Converg.
 JK1383;SPC CO C     -   406,519.734   940,816.271   MT  0.99995465   +0 11 29.9
 JK1383;SPC CO C     - 1,333,723.49  3,086,661.38   sFT  0.99995465   +0 11 29.9
 JK1383;UTM  13      - 4,288,971.185   482,956.849   MT  0.99960358   -0 07 21.9
 JK1383
 JK1383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1383!SPC CO C     -   0.99953728  x   0.99995465  =   0.99949195
 JK1383!UTM  13      -   0.99953728  x   0.99960358  =   0.99914104
 JK1383
 JK1383                          SUPERSEDED SURVEY CONTROL
 JK1383
 JK1383  ELLIP H (03/04/94) 2950.51   (m)                       GP(       ) 4 1
 JK1383
 JK1383.Superseded values are not recommended for survey control.
 JK1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1383.See file dsdata.txt to determine how the superseded data were derived.
 JK1383
 JK1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC8295788971(NAD 83)
 JK1383_MARKER: I = METAL ROD
 JK1383_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK1383_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JK1383_STAMPING: BAZANELE 1991
 JK1383_MARK LOGO: NGS   
 JK1383_PROJECTION: FLUSH
 JK1383_MAGNETIC: I = MARKER IS A STEEL ROD
 JK1383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK1383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1383+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1997
 JK1383_ROD/PIPE-DEPTH: 3.7  meters
 JK1383_SLEEVE-DEPTH  : 0.9 meters
 JK1383
 JK1383  HISTORY     - Date     Condition        Report By
 JK1383  HISTORY     - 1991     MONUMENTED       NGS
 JK1383  HISTORY     - 19921001 GOOD             CODOT
 JK1383  HISTORY     - 19940312 GOOD             MSAM
 JK1383  HISTORY     - 19970108 GOOD             CODOT
 JK1383
 JK1383                          STATION DESCRIPTION
 JK1383
 JK1383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 JK1383'THE STATION IS LOCATED IN THE TOWN OF CRIPPLE CREEK ON THE WEST SIDE
 JK1383'AND IN THE MT. PISGAH CEMETERY.  OWNERSHIP--THERE ARE NO RECORDS OF
 JK1383'WHO OWNS THE CEMETERY IN TOWN, CONTACT THE LOCAL POLICE TO LET THEM
 JK1383'KNOW YOU ARE THERE.
 JK1383'TO REACH THE STATION FROM THE INTERSECTION OF WEST CARR AND B STREET
 JK1383'IN THE TOWN OF CRIPPLE CREEK, GO WEST 0.5 MI (0.8 KM) TO THE ENTRANCE
 JK1383'OF THE CEMETERY.  TURN LEFT, WEST INTO THE CEMETERY FOR 0.05 MI
 JK1383'(0.08 KM) TO A SIDE ROAD LEFT.  CONTINUE STRAIGHT AHEAD, UPHILL, WEST
 JK1383'FOR 0.1 MI (0.2 KM) TO A FORK.  TAKE LEFT FORK, WEST, UPHILL FOR 0.1
 JK1383'MI (0.2 KM) TO A FORK.  TAKE LEFT FORK, WEST, FOR 0.05 MI (0.08 KM)
 JK1383'TO THE END OF THE ROAD AND FENCE AND THE STATION ON THE RIGHT.
 JK1383'STATION MARK IS A PUNCH HOLE TOP CENTER IN A STEEL ROD IN A PVC PIPE
 JK1383'WITH A LOGO CAP SET IN A 0.7 M (2.3 FT) ROUND CONCRETE SLEEVE FLUSH
 JK1383'WITH THE GROUND. IT IS 26.85 M (88.09 FT) NORTH OF A FLAG POLE, 26.8
 JK1383'M (87.9 FT) WEST OF A DIRT ROAD GOING AROUND THE CEMETERY, 12.8 M
 JK1383'(42.0 FT) NORTHWEST OF THE HEART SHAPED GRAVE STONE FOR MR. HARRY
 JK1383'EDWARD INTEMANN, 3.9 M (12.8 FT) SOUTH OF THE CENTER OF A DEAD END
 JK1383'DIRT ROAD.  2.5 M (8.2 FT) SOUTH-SOUTHEAST OF A RAILROAD TIE IN THE
 JK1383'FENCE, 0.65 M (2.13 FT) NORTH OF A WITNESS POST, 0.6 M (2.0 FT) SOUTH
 JK1383'OF A WITNESS POST AND 0.6 M (2.0 FT) WEST OF THE WESTERN BOUNDARY
 JK1383'FENCE FOR THE MT. PISGAH CEMETERY.
 JK1383
 JK1383                          STATION RECOVERY (1992)
 JK1383
 JK1383'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1992
 JK1383'RECOVERED IN GOOD CONDITION.
 JK1383
 JK1383                          STATION RECOVERY (1994)
 JK1383
 JK1383'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1994 (KCH)
 JK1383'RECOVERED AS DESCRIBED.
 JK1383
 JK1383                          STATION RECOVERY (1997)
 JK1383
 JK1383'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 JK1383'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0053 ***********************************************************************
 LL0053  DESIGNATION -  BB 169
 LL0053  PID         -  LL0053
 LL0053  STATE/COUNTY-  CO/WELD
 LL0053  USGS QUAD   -  GROVER NORTH (1972)
 LL0053
 LL0053                         *CURRENT SURVEY CONTROL
 LL0053  ___________________________________________________________________
 LL0053* NAD 83(1986)-  40 53 35.     (N)    104 13 09.     (W)     SCALED    
 LL0053* NAVD 88     -      1582.907  (meters)    5193.25   (feet)  ADJUSTED  
 LL0053  ___________________________________________________________________
 LL0053  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 LL0053  DYNAMIC HT  -        1581.628 (meters)    5189.06  (feet)  COMP
 LL0053  MODELED GRAV-     979,760.2   (mgal)                       NAVD 88
 LL0053
 LL0053  VERT ORDER  -  SECOND    CLASS 0
 LL0053
 LL0053.The horizontal coordinates were scaled from a topographic map and have
 LL0053.an estimated accuracy of +/- 6 seconds.
 LL0053
 LL0053.The orthometric height was determined by differential leveling
 LL0053.and adjusted by the National Geodetic Survey in June 1991..
 LL0053
 LL0053.The geoid height was determined by GEOID03.
 LL0053
 LL0053.The dynamic height is computed by dividing the NAVD 88
 LL0053.geopotential number by the normal gravity value computed on the
 LL0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0053.degrees latitude (g = 980.6199 gals.).
 LL0053
 LL0053.The modeled gravity was interpolated from observed gravity values.
 LL0053
 LL0053;                    North         East    Units  Estimated Accuracy
 LL0053;SPC CO N     -   478,770.    1,022,340.      MT  (+/- 180 meters Scaled)
 LL0053
 LL0053                          SUPERSEDED SURVEY CONTROL
 LL0053
 LL0053  NGVD 29 (??/??/92) 1582.086  (m)         5190.56   (f) ADJ UNCH    2 0
 LL0053
 LL0053.Superseded values are not recommended for survey control.
 LL0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0053.See file dsdata.txt to determine how the superseded data were derived.
 LL0053
 LL0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF657271(NAD 83)
 LL0053_MARKER: DB = BENCH MARK DISK
 LL0053_SETTING: 66 = SET IN ROCK OUTCROP
 LL0053_SP_SET: BOULDER
 LL0053_STAMPING: BB 169 1960
 LL0053_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL0053+STABILITY: POSITION/ELEVATION WELL
 LL0053
 LL0053  HISTORY     - Date     Condition        Report By
 LL0053  HISTORY     - 1960     MONUMENTED       CGS
 LL0053
 LL0053                          STATION DESCRIPTION
 LL0053
 LL0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LL0053'1 MI NE FROM GROVER.
 LL0053'0.1 MILE EAST ON GRAVEL ROAD FROM THE POST OFFICE AT GROVER,
 LL0053'COLORADO, THENCE 0.25 MILE NORTH ON GRAVEL ROAD, THENCE 0.25
 LL0053'MILE EAST ON GRAVEL ROAD, THENCE 1.5 MILES NORTH ON GRAVEL ROAD,
 LL0053'78 FEET EAST OF CENTER OF ROAD, 4.6 FEET NORTHEAST OF CORNER
 LL0053'POST, DRILLED IN A LARGE BOULDER THAT PROJECTS 2 FEET AND IS
 LL0053'ABOUT LEVEL WITH THE ROAD, JUST NORTH OF TWO HILLS, ONE ON EACH
 LL0053'SIDE OF THE ROAD, 6 FEET EAST OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5499 ***********************************************************************
 DF5499  DESIGNATION -  BB 451
 DF5499  PID         -  DF5499
 DF5499  STATE/COUNTY-  CO/CLEAR CREEK
 DF5499  USGS QUAD   -  LOVELAND PASS (1987)
 DF5499
 DF5499                         *CURRENT SURVEY CONTROL
 DF5499  ___________________________________________________________________
 DF5499* NAD 83(1986)-  39 40 47.     (N)    105 53 50.     (W)     SCALED    
 DF5499* NAVD 88     -      3317.770  (meters)   10885.05   (feet)  ADJUSTED  
 DF5499  ___________________________________________________________________
 DF5499  GEOID HEIGHT-         -12.35  (meters)                     GEOID03
 DF5499  DYNAMIC HT  -        3313.305 (meters)   10870.40  (feet)  COMP
 DF5499  MODELED GRAV-     979,159.8   (mgal)                       NAVD 88
 DF5499
 DF5499  VERT ORDER  -  FIRST     CLASS II
 DF5499
 DF5499.The horizontal coordinates were scaled from a topographic map and have
 DF5499.an estimated accuracy of +/- 6 seconds.
 DF5499
 DF5499.The orthometric height was determined by differential leveling
 DF5499.and adjusted by the National Geodetic Survey in November 2003..
 DF5499
 DF5499.The geoid height was determined by GEOID03.
 DF5499
 DF5499.The dynamic height is computed by dividing the NAVD 88
 DF5499.geopotential number by the normal gravity value computed on the
 DF5499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5499.degrees latitude (g = 980.6199 gals.).
 DF5499
 DF5499.The modeled gravity was interpolated from observed gravity values.
 DF5499
 DF5499;                    North         East    Units  Estimated Accuracy
 DF5499;SPC CO C     -   509,840.      880,320.      MT  (+/- 180 meters Scaled)
 DF5499
 DF5499                          SUPERSEDED SURVEY CONTROL
 DF5499
 DF5499.No superseded survey control is available for this station.
 DF5499
 DF5499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD230925(NAD 83)
 DF5499_MARKER: DV = VERTICAL CONTROL DISK
 DF5499_SETTING: 80 = SET IN A BOULDER
 DF5499_STAMPING: BB 451 2001
 DF5499_MARK LOGO: NGS   
 DF5499_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5499+STABILITY: SURFACE MOTION
 DF5499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5499+SATELLITE: SATELLITE OBSERVATIONS - September , 2001
 DF5499
 DF5499  HISTORY     - Date     Condition        Report By
 DF5499  HISTORY     - 200109   MONUMENTED       NGS
 DF5499
 DF5499                          STATION DESCRIPTION
 DF5499
 DF5499'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5499'THE STATION IS LOCATED ABOUT 1.45 MI NORTHWEST OF LOVELAND PASS, 0.4
 DF5499'MI EAST OF THE EAST
 DF5499'END OF THE EISENHOWER MEMORIAL TUNNEL AND NEXT TO THE LOVELAND SKI
 DF5499'AREA MAINTENANCE
 DF5499'BUILDINGS. OWNERSHIP--LOVELAND SKI RESORT
 DF5499' 
 DF5499'TO REACH THE STATION FROM THE ENTRANCE TO THE LOVELAND SKI RESORT OFF
 DF5499'OF U. S. HIGHWAY
 DF5499'6, GO SOUTHWEST ACROSS THE PARKING LOT FOR 0.2 MI TO THE MAINTENANCE
 DF5499'AND SKI PATROL
 DF5499'BUILDING AND THE MARK ON THE WEST SIDE OF THE SKI PATROL BUILDING AT
 DF5499'--PORCUPINE ROCK--.
 DF5499' 
 DF5499'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE SOUTHWEST
 DF5499'CORNER OF THREE
 DF5499'LARGE PIECES OF GRANITE ROCK 5.0 M BY 4.3 M BY 3 M HIGH JUST WEST OF
 DF5499'THE FIRST AID DOOR. IT
 DF5499'IS 17.6 M SOUTHEAST FROM THE MAIN COLUMN OF LIFT EXIT WHEEL AT THE
 DF5499'LIFT THAT GOES OVER
 DF5499'THE PARKING LOT, 14.9 M EAST-NORTHEAST FROM THE NORTHEAST CORNER OF A
 DF5499'GAS VALVE FENCE,
 DF5499'8.0 M SOUTHEAST FROM THE CENTER OF A DIRT ROAD, 7.3 M SOUTH FROM THE
 DF5499'NORTHWEST CORNER
 DF5499'OF THE SKI PATROL FIRST AID BUILDING AND 2.3 M WEST FROM THE TOP
 DF5499'CENTER OF AN OLD WATER
 DF5499'WELL.
 DF5499'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0437 ***********************************************************************
 JM0437  DESIGNATION -  BCMM 1
 JM0437  PID         -  JM0437
 JM0437  STATE/COUNTY-  CO/MESA
 JM0437  USGS QUAD   -  SNIPE MOUNTAIN (1973)
 JM0437
 JM0437                         *CURRENT SURVEY CONTROL
 JM0437  ___________________________________________________________________
 JM0437* NAD 83(1992)-  38 30 09.61371(N)    108 37 17.90220(W)     ADJUSTED  
 JM0437* NAVD 88     -      2769.5    (meters)    9086.     (feet)  VERTCON   
 JM0437  ___________________________________________________________________
 JM0437  LAPLACE CORR-          12.25  (seconds)                    DEFLEC99
 JM0437  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 JM0437
 JM0437  HORZ ORDER  -  THIRD
 JM0437
 JM0437.The horizontal coordinates were established by classical geodetic methods
 JM0437.and adjusted by the National Geodetic Survey in November 1997..
 JM0437
 JM0437.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0437
 JM0437.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0437
 JM0437.The geoid height was determined by GEOID03.
 JM0437
 JM0437;                    North         East     Units Scale Factor Converg.
 JM0437;SPC CO C     -   383,780.064   642,158.922   MT  0.99999006   -1 58 07.6
 JM0437;SPC CO C     - 1,259,118.43  2,106,816.40   sFT  0.99999006   -1 58 07.6
 JM0437;UTM  12      - 4,264,270.370   707,393.850   MT  1.00012972   +1 28 52.2
 JM0437
 JM0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0437!SPC CO C     -   0.99956835  x   0.99999006  =   0.99955841
 JM0437!UTM  12      -   0.99956835  x   1.00012972  =   0.99969801
 JM0437
 JM0437:                Primary Azimuth Mark                     Grid Az
 JM0437:SPC CO C     -  MONUMENT HILL                            022 13 56.6
 JM0437:UTM  12      -  MONUMENT HILL                            018 46 56.8
 JM0437
 JM0437|---------------------------------------------------------------------|
 JM0437| PID    Reference Object                     Distance      Geod. Az  |
 JM0437|                                                           dddmmss.s |
 JM0437| JM0436 MONUMENT HILL                       APPROX. 2.7 KM 0201549.0 |
 JM0437|---------------------------------------------------------------------|
 JM0437
 JM0437                          SUPERSEDED SURVEY CONTROL
 JM0437
 JM0437  NAD 83(1992)-  38 30 09.60999(N)    108 37 17.90505(W) AD(       ) 3
 JM0437  NAD 83(1986)-  38 30 09.60672(N)    108 37 17.89740(W) AD(       ) 3
 JM0437  NAD 27      -  38 30 09.65083(N)    108 37 15.56223(W) AD(       ) 3
 JM0437  NGVD 29 (07/19/86) 2768.1    (m)         9082.     (f) VERT ANG       
 JM0437
 JM0437.Superseded values are not recommended for survey control.
 JM0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0437.See file dsdata.txt to determine how the superseded data were derived.
 JM0437
 JM0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH0739464270(NAD 83)
 JM0437_MARKER: DG = GRAVITY STATION DISK
 JM0437_SETTING: 0 = UNSPECIFIED SETTING
 JM0437_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0437
 JM0437  HISTORY     - Date     Condition        Report By
 JM0437  HISTORY     - 1948     MONUMENTED       USGS
 JM0437
 JM0437                          STATION DESCRIPTION
 JM0437
 JM0437'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 JM0437'STATION IS LOCATED IN THE UNCOMPAHGRE NATIONAL FOREST, ABOUT 16 MI.
 JM0437'(AIRLINE) N. OF NUCLA, COLORADO.
 JM0437'
 JM0437'TO REACH FROM NUCLA POST OFFICE, PROCEED N. FOR ONE BLOCK AND TURN
 JM0437'RIGHT.  THIS RD. IS KNOWN AS 25 OR SAWMILL ROAD.  IT HAS NO
 JM0437'OFFICIAL DESIGNATION.  THENCE ALONG MAIN RD. 6.0 MI. TO BOUNDARY
 JM0437'OF NATIONAL FOREST.  THENCE IN GENERAL NE. DIRECTION ON SAME RD.
 JM0437'15.3 MI. TO DIVIDE RD.  TURN LEFT ON DIVIDE RD. 1.1 MI. TO FORKS.
 JM0437'TAKE LEFT FORK 15.2 MI.  AT THIS POINT A DIM TRAIL RD. TURNS LEFT
 JM0437'ACROSS AREA.  FOLLOW THIS 0.8 MI. TO POINT AT EDGE OF ASPEN GROVE.
 JM0437'TURN LEFT UP STEEP GRADE AND THENCE RIGHT ALONG CATTLE TRAIL 1.0
 JM0437'MI. ACROSS GRASSY MESA.  STATION LIES ON HIGHEST POINT IN SCRUB
 JM0437'OAK GROVE.
 JM0437'
 JM0437'STATION MARK--STANDARD USGS DISK, SET IN CONCRETE.
 JM0437'
 JM0437'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3080 ***********************************************************************
 AI3080  DESIGNATION -  BE 11
 AI3080  PID         -  AI3080
 AI3080  STATE/COUNTY-  CO/ADAMS
 AI3080  USGS QUAD   -  LEADER NW (1951)
 AI3080
 AI3080                         *CURRENT SURVEY CONTROL
 AI3080  ___________________________________________________________________
 AI3080* NAD 83(1992)-  39 55 38.30594(N)    104 14 38.97534(W)     ADJUSTED  
 AI3080* NAVD 88     -      1552.8    (meters)    5094.     (feet)  GPS OBS   
 AI3080  ___________________________________________________________________
 AI3080  X           -  -1,205,437.779 (meters)                     COMP
 AI3080  Y           -  -4,748,451.281 (meters)                     COMP
 AI3080  Z           -   4,072,783.840 (meters)                     COMP
 AI3080  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 AI3080  ELLIP HEIGHT-        1534.06  (meters)          (12/03/02) GPS OBS
 AI3080  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 AI3080
 AI3080  HORZ ORDER  -  FIRST
 AI3080  ELLP ORDER  -  FOURTH    CLASS II
 AI3080
 AI3080.The horizontal coordinates were established by GPS observations
 AI3080.and adjusted by the National Geodetic Survey in December 1999..
 AI3080
 AI3080.The orthometric height was determined by GPS observations and a
 AI3080.high-resolution geoid model.
 AI3080
 AI3080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3080
 AI3080.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3080
 AI3080.The ellipsoidal height was determined by GPS observations
 AI3080.and is referenced to NAD 83.
 AI3080
 AI3080.The geoid height was determined by GEOID03.
 AI3080
 AI3080;                    North         East     Units Scale Factor Converg.
 AI3080;SPC CO N     -   371,509.513 1,021,749.976   MT  0.99997269   +0 48 41.2
 AI3080;SPC CO N     - 1,218,860.79  3,352,191.38   sFT  0.99997269   +0 48 41.2
 AI3080;UTM  13      - 4,419,962.510   564,586.988   MT  0.99965135   +0 29 06.5
 AI3080
 AI3080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3080!SPC CO N     -   0.99975940  x   0.99997269  =   0.99973209
 AI3080!UTM  13      -   0.99975940  x   0.99965135  =   0.99941083
 AI3080
 AI3080                          SUPERSEDED SURVEY CONTROL
 AI3080
 AI3080  ELLIP H (12/27/99) 1534.09   (m)                       GP(       ) 4 1
 AI3080
 AI3080.Superseded values are not recommended for survey control.
 AI3080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3080.See file dsdata.txt to determine how the superseded data were derived.
 AI3080
 AI3080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE6458719963(NAD 83)
 AI3080_MARKER: DB = BENCH MARK DISK
 AI3080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3080_STAMPING: BE 11 1948
 AI3080_MARK LOGO: CGS   
 AI3080_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI3080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3080+STABILITY: SURFACE MOTION
 AI3080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3080+SATELLITE: SATELLITE OBSERVATIONS - 1948
 AI3080
 AI3080  HISTORY     - Date     Condition        Report By
 AI3080  HISTORY     - 1948     MONUMENTED       CGS
 AI3080
 AI3080                          STATION DESCRIPTION
 AI3080
 AI3080'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 AI3080'DESCRIBED BY JR ENGINEERING 1999 (TGB) .  THE STATION IS LOCATED ABOUT
 AI3080'13.8 MI (22.2 KM) NORTHEAST OF STRASBURG IN THE ROW OF BRADBURY-KREBS
 AI3080'ROAD IN THE NORTHWEST 1/4 OF SECTION 32, T 1 S, R 61 W, 6TH P.M.
 AI3080'OWNERSHIP--ADAMS COUNTY.  TO REACH THE STATION FROM THE INTERSECTION
 AI3080'OF 88TH AVENUE AND STRASBURG ROAD PROCEED EAST ON 88TH AVENUE FOR 4.0
 AI3080'MI (6.4 KM) TO THE INTERSECTION OF BRADBURY-KREBS ROAD, TURN LEFT AND
 AI3080'PROCEED NORTH ON BRADBURY-KREBS ROAD FOR 5.0 MI (8.0 KM) AND THE
 AI3080'STATION ON RIGHT JUST BEFORE 128TH AVENUE.  THE STATION IS A STANDARD
 AI3080'BENCH MARK DISK STAMPED BE 11 1948 AND IS SET IN A CONCRETE POST 0.5
 AI3080'FT (15.2 CM) BELOW THE GROUND.  IT IS 30.0 FT (9.1 M) EAST OF THE
 AI3080'CENTER OF BRADBURY-KREBS ROAD, 65.0 FT (19.8 M) SOUTH OF THE CENTER OF
 AI3080'128TH AVENUE, 93.7 FT (28.6 M) SOUTH OF UTILITY POLE NO.  03665, 111.0
 AI3080'FT (33.8 M) SOUTHEAST OF UTILITY POLE NO.  03664, 14.0 FT (4.3 M)
 AI3080'NORTH OF A TELEPHONE PEDESTAL WITH WOOD POST, 1.0 FT (0.3 M) WEST OF A
 AI3080'FIBERGLASS WITNESS POST AND 1.0 FT (0.3 M) BELOW BRADBURY-KREBS ROAD.
 AI3080'DESCRIPTION BY T.G.  BEERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1568 ***********************************************************************
 KK1568  DESIGNATION -  BE 13
 KK1568  PID         -  KK1568
 KK1568  STATE/COUNTY-  CO/ADAMS
 KK1568  USGS QUAD   -  LEADER SW (1978)
 KK1568
 KK1568                         *CURRENT SURVEY CONTROL
 KK1568  ___________________________________________________________________
 KK1568* NAD 83(1992)-  39 52 10.29212(N)    104 14 39.90667(W)     ADJUSTED  
 KK1568* NAVD 88     -      1574.53   (+/-2cm)    5165.8    (feet)  VERTCON   
 KK1568  ___________________________________________________________________
 KK1568  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 KK1568  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 KK1568
 KK1568  HORZ ORDER  -  THIRD
 KK1568  VERT ORDER  -  THIRD ? (See Below)
 KK1568
 KK1568.The horizontal coordinates were established by classical geodetic methods
 KK1568.and adjusted by the National Geodetic Survey in January 1993..
 KK1568
 KK1568.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1568.The vertical order pertains to the NGVD 29 superseded value.
 KK1568
 KK1568.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1568
 KK1568.The geoid height was determined by GEOID03.
 KK1568
 KK1568;                    North         East     Units Scale Factor Converg.
 KK1568;SPC CO N     -   365,094.351 1,021,818.701   MT  0.99997885   +0 48 40.6
 KK1568;SPC CO N     - 1,197,813.72  3,352,416.85   sFT  0.99997885   +0 48 40.6
 KK1568;UTM  13      - 4,413,549.141   564,619.132   MT  0.99965141   +0 29 03.8
 KK1568
 KK1568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1568!SPC CO N     -   0.99975598  x   0.99997885  =   0.99973483
 KK1568!UTM  13      -   0.99975598  x   0.99965141  =   0.99940747
 KK1568
 KK1568:                Primary Azimuth Mark                     Grid Az
 KK1568:SPC CO N     -  PERRY                                    130 47 53.3
 KK1568:UTM  13      -  PERRY                                    131 07 30.1
 KK1568
 KK1568|---------------------------------------------------------------------|
 KK1568| PID    Reference Object                     Distance      Geod. Az  |
 KK1568|                                                           dddmmss.s |
 KK1568| KK1567 PERRY                               APPROX.19.0 KM 1313633.9 |
 KK1568|---------------------------------------------------------------------|
 KK1568
 KK1568                          SUPERSEDED SURVEY CONTROL
 KK1568
 KK1568  NAD 83(1986)-  39 52 10.28035(N)    104 14 39.90588(W) AD(       ) 3
 KK1568  NAD 27      -  39 52 10.30513(N)    104 14 38.07854(W) AD(       ) 3
 KK1568  NGVD 29 (07/19/86) 1573.69   (m)         5163.0    (f) LEVELING    3  
 KK1568
 KK1568.Superseded values are not recommended for survey control.
 KK1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1568.See file dsdata.txt to determine how the superseded data were derived.
 KK1568
 KK1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE6461913549(NAD 83)
 KK1568_MARKER: DB = BENCH MARK DISK
 KK1568_SETTING: 0 = UNSPECIFIED SETTING
 KK1568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1568
 KK1568  HISTORY     - Date     Condition        Report By
 KK1568  HISTORY     - 1948     MONUMENTED       USGS
 KK1568
 KK1568                          STATION DESCRIPTION
 KK1568
 KK1568'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 KK1568'LOCATED IN THE SW. COR. OF THE SW. 1/4 SEC. 17, T 2 S, R 61 W,
 KK1568'APPROXIMATELY 10.5 MI. (AIRLINE) N. OF BYERS, COLORADO, AND 10.0
 KK1568'MI. (AIRLINE) NNE. OF STRASBURG, COLORADO.
 KK1568'
 KK1568'STRASBURG, 4.0 MI. E. OF, ALONG U.S. HIGHWAY 36, THENCE 9.0 MI. N.
 KK1568'ALONG COUNTY RD., 33 FT. N. AND 33 FT. E. OF CROSSROADS.
 KK1568'
 KK1568'STATION MARK--STANDARD TABLET, STAMPED ---BE-13 1948 5163---, SET
 KK1568'IN TOP OF CONCRETE POST.
 KK1568'
 KK1568'REFERENCE MARK NO. 1--A COPPER NAIL AND WASHER, IN CONCRETE POST,
 KK1568'76.2 FT. FROM STATION MARK, S 00 DEG 43 MIN E.
 KK1568'
 KK1568'REFERENCE MARK NO. 2--A STEEL ROD, IN E-W. FENCE LINE, 38.5 FT.
 KK1568'FROM STATION MARK, N 88 DEG 01 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3081 ***********************************************************************
 AI3081  DESIGNATION -  BE 15
 AI3081  PID         -  AI3081
 AI3081  STATE/COUNTY-  CO/ADAMS
 AI3081  USGS QUAD   -  ROPER SCHOOL (1978)
 AI3081
 AI3081                         *CURRENT SURVEY CONTROL
 AI3081  ___________________________________________________________________
 AI3081* NAD 83(1992)-  39 51 16.87460(N)    104 16 55.54242(W)     ADJUSTED  
 AI3081* NAVD 88     -      1579.8    (meters)    5183.     (feet)  GPS OBS   
 AI3081  ___________________________________________________________________
 AI3081  X           -  -1,209,862.591 (meters)                     COMP
 AI3081  Y           -  -4,752,684.832 (meters)                     COMP
 AI3081  Z           -   4,066,613.144 (meters)                     COMP
 AI3081  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 AI3081  ELLIP HEIGHT-        1561.19  (meters)          (12/03/02) GPS OBS
 AI3081  GEOID HEIGHT-         -18.59  (meters)                     GEOID03
 AI3081
 AI3081  HORZ ORDER  -  FIRST
 AI3081  ELLP ORDER  -  FOURTH    CLASS II
 AI3081
 AI3081.The horizontal coordinates were established by GPS observations
 AI3081.and adjusted by the National Geodetic Survey in December 1999..
 AI3081
 AI3081.The orthometric height was determined by GPS observations and a
 AI3081.high-resolution geoid model.
 AI3081
 AI3081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3081
 AI3081.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3081
 AI3081.The ellipsoidal height was determined by GPS observations
 AI3081.and is referenced to NAD 83.
 AI3081
 AI3081.The geoid height was determined by GEOID03.
 AI3081
 AI3081;                    North         East     Units Scale Factor Converg.
 AI3081;SPC CO N     -   363,402.070 1,018,618.244   MT  0.99998059   +0 47 12.9
 AI3081;SPC CO N     - 1,192,261.62  3,341,916.69   sFT  0.99998059   +0 47 12.9
 AI3081;UTM  13      - 4,411,875.700   561,410.135   MT  0.99964643   +0 27 36.3
 AI3081
 AI3081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3081!SPC CO N     -   0.99975514  x   0.99998059  =   0.99973573
 AI3081!UTM  13      -   0.99975514  x   0.99964643  =   0.99940166
 AI3081
 AI3081                          SUPERSEDED SURVEY CONTROL
 AI3081
 AI3081  ELLIP H (12/27/99) 1561.22   (m)                       GP(       ) 4 1
 AI3081
 AI3081.Superseded values are not recommended for survey control.
 AI3081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3081.See file dsdata.txt to determine how the superseded data were derived.
 AI3081
 AI3081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE6141011876(NAD 83)
 AI3081_MARKER: DB = BENCH MARK DISK
 AI3081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3081_STAMPING: BE 15 1948
 AI3081_MARK LOGO: CGS   
 AI3081_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI3081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3081+STABILITY: SURFACE MOTION
 AI3081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3081+SATELLITE: SATELLITE OBSERVATIONS - 1948
 AI3081
 AI3081  HISTORY     - Date     Condition        Report By
 AI3081  HISTORY     - 1948     MONUMENTED       CGS
 AI3081
 AI3081                          STATION DESCRIPTION
 AI3081
 AI3081'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 AI3081'DESCRIBED BY JR ENGINEERING 1999 (TGB) .  THE STATION IS LOCATED ABOUT
 AI3081'8.3 MILES (13.4 KM) NORTHEAST OF STRASBURG IN THE ROW OF 88TH AVENUE
 AI3081'IN THE NORTHEAST 1/4 OF SECTION 26, T 2 S, R 62 W, 6TH P.M.
 AI3081'OWNERSHIP--ADAMS COUNTY.  TO REACH THE STATIION FROM THE INTERSECTION
 AI3081'OF 88TH AVENUE AND STRASBURG ROAD PROCEED EAST ON 88TH AVENUE FOR 2.0
 AI3081'MI (3.2 KM) AND THE STATION ON THE RIGHT.  THE STATION IS A STANDARD
 AI3081'BENCH MARK DISK SET IN A SQUARE CONCRETE POST 0.2 FT (6.1 CM) BELOW
 AI3081'THE GROUND.  IT IS 32.0 FT (9.8 M) SOUTH OF THE CENTER OF 88TH AVENUE,
 AI3081'62.0 FT (18.9 M) EAST OF THE CENTER OF A DIRT ROAD TO THE SOUTH, 99.5
 AI3081'FT (30.3 M) SOUTHEAST OF A UTILITY POLE, 33.5 FT (10.2 M) NORTHEAST OF
 AI3081'A UTILITY POLE, 0.8 FT (24.4 CM) NORTHWEST OF A FIBERGLASS WITNESS
 AI3081'POST AND 1.0 FT (0.3 M) BELOW 88TH AVENUE. DESCRIPTION BY T.G.  BEERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3079 ***********************************************************************
 AI3079  DESIGNATION -  BE 8
 AI3079  PID         -  AI3079
 AI3079  STATE/COUNTY-  CO/ADAMS
 AI3079  USGS QUAD   -  LIVING SPRINGS (1978)
 AI3079
 AI3079                         *CURRENT SURVEY CONTROL
 AI3079  ___________________________________________________________________
 AI3079* NAD 83(1992)-  39 59 06.81034(N)    104 16 58.64677(W)     ADJUSTED  
 AI3079* NAVD 88     -      1500.6    (meters)    4923.     (feet)  GPS OBS   
 AI3079  ___________________________________________________________________
 AI3079  X           -  -1,207,623.897 (meters)                     COMP
 AI3079  Y           -  -4,743,591.979 (meters)                     COMP
 AI3079  Z           -   4,077,680.963 (meters)                     COMP
 AI3079  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 AI3079  ELLIP HEIGHT-        1481.88  (meters)          (12/03/02) GPS OBS
 AI3079  GEOID HEIGHT-         -18.76  (meters)                     GEOID03
 AI3079
 AI3079  HORZ ORDER  -  FIRST
 AI3079  ELLP ORDER  -  FOURTH    CLASS II
 AI3079
 AI3079.The horizontal coordinates were established by GPS observations
 AI3079.and adjusted by the National Geodetic Survey in December 1999..
 AI3079
 AI3079.The orthometric height was determined by GPS observations and a
 AI3079.high-resolution geoid model.
 AI3079
 AI3079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3079
 AI3079.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3079
 AI3079.The ellipsoidal height was determined by GPS observations
 AI3079.and is referenced to NAD 83.
 AI3079
 AI3079.The geoid height was determined by GEOID03.
 AI3079
 AI3079;                    North         East     Units Scale Factor Converg.
 AI3079;SPC CO N     -   377,893.315 1,018,345.544   MT  0.99996752   +0 47 10.9
 AI3079;SPC CO N     - 1,239,804.98  3,341,022.01   sFT  0.99996752   +0 47 10.9
 AI3079;UTM  13      - 4,426,363.519   561,220.009   MT  0.99964614   +0 27 38.8
 AI3079
 AI3079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3079!SPC CO N     -   0.99976758  x   0.99996752  =   0.99973511
 AI3079!UTM  13      -   0.99976758  x   0.99964614  =   0.99941380
 AI3079
 AI3079                          SUPERSEDED SURVEY CONTROL
 AI3079
 AI3079  ELLIP H (12/27/99) 1481.92   (m)                       GP(       ) 4 1
 AI3079
 AI3079.Superseded values are not recommended for survey control.
 AI3079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3079.See file dsdata.txt to determine how the superseded data were derived.
 AI3079
 AI3079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE6122026364(NAD 83)
 AI3079_MARKER: DB = BENCH MARK DISK
 AI3079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3079_STAMPING: BE 8 1948
 AI3079_MARK LOGO: CGS   
 AI3079_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI3079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3079+STABILITY: SURFACE MOTION
 AI3079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3079+SATELLITE: SATELLITE OBSERVATIONS - 1948
 AI3079
 AI3079  HISTORY     - Date     Condition        Report By
 AI3079  HISTORY     - 1948     MONUMENTED       CGS
 AI3079
 AI3079                          STATION DESCRIPTION
 AI3079
 AI3079'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 AI3079'DESCRIBED BY JR ENGINEERING 1999 (TGB) .  THE STATION IS LOCATED ABOUT
 AI3079'17.2 MI (27.7 KM) NORTHEAST OF STRASBURG IN THE ROW OF 160TH AVENUE IN
 AI3079'THE NORTHWEST 1/4 OF SECTION 12, T 1 S, R 62 W, 6TH P.M.
 AI3079'OWNERSHIP--ADAMS COUNTY.  TO REACH THE STATION FROM THE INTERSECTION
 AI3079'OF STRASBURG ROAD AND 88TH AVENUE PROCEED EAST ON 88TH AVENUE FOR 4.0
 AI3079'MI (6.4 KM) TO THE INTERSECTION OF BRADBURY-KREBS ROAD, TURN LEFT AND
 AI3079'PROCEED NORTH FOR 9.0 MI (14.5 KM) ON BRADBURY-KREBS ROAD TO THE
 AI3079'INTERSECTION OF 160TH AVENUE, TURN LEFT AND PROCEED WEST ON 160TH
 AI3079'AVENUE FOR 2.0 MI (3.2 KM) AND THE STATION ON THE LEFT.  THE STATION
 AI3079'IS A STANDARD BENCHMARK DISK STAMPED BE 8 1948 SET IN A SQUARE
 AI3079'CONCRETE POST AND 0.5 FT (15.2 CM) BELOW THE GROUND.  IT IS 29.0 FT
 AI3079'(8.8 M) SOUTH OF THE CENTER OF 160TH AVENUE, 7.8 FT (2.4 M) EAST OF
 AI3079'THE CENTER OF A DIRT ROAD TO THE SOUTH, 16.0 FEET (4.9 M) WEST OF A
 AI3079'WOOD FENCE POST, 18.0 FEET (5.5 M) NORTH OF A WOOD FENCE POST, 18.2 FT
 AI3079'(5.5 M) NORTH OF A FIBERGLASS WITNESS POST AND 1.0 FT (0.3 M) BELOW
 AI3079'160TH AVENUE.  DESCRIPTION BY T.G.  BEERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0947 ***********************************************************************
 JJ0947  DESIGNATION -  BEACON
 JJ0947  PID         -  JJ0947
 JJ0947  STATE/COUNTY-  CO/OTERO
 JJ0947  USGS QUAD   -  CHERAW (1979)
 JJ0947
 JJ0947                         *CURRENT SURVEY CONTROL
 JJ0947  ___________________________________________________________________
 JJ0947* NAD 83(1992)-  38 02 12.59101(N)    103 32 30.85463(W)     ADJUSTED  
 JJ0947* NAVD 88     -      1326.     (meters)    4350.     (feet)  SCALED    
 JJ0947  ___________________________________________________________________
 JJ0947  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 JJ0947  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 JJ0947
 JJ0947  HORZ ORDER  -  THIRD
 JJ0947
 JJ0947.The horizontal coordinates were established by classical geodetic methods
 JJ0947.and adjusted by the National Geodetic Survey in January 1993..
 JJ0947
 JJ0947.The orthometric height was scaled from a topographic map.
 JJ0947
 JJ0947.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0947
 JJ0947.The geoid height was determined by GEOID03.
 JJ0947
 JJ0947;                    North         East     Units Scale Factor Converg.
 JJ0947;SPC CO S     -   458,669.446 1,086,279.261   MT  0.99995163   +1 12 03.8
 JJ0947;SPC CO S     - 1,504,818.01  3,563,901.21   sFT  0.99995163   +1 12 03.8
 JJ0947;UTM  13      - 4,210,904.828   627,956.234   MT  0.99980165   +0 53 54.8
 JJ0947
 JJ0947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0947!SPC CO S     -   0.99979549  x   0.99995163  =   0.99974713
 JJ0947!UTM  13      -   0.99979549  x   0.99980165  =   0.99959718
 JJ0947
 JJ0947                          SUPERSEDED SURVEY CONTROL
 JJ0947
 JJ0947  NAD 83(1986)-  38 02 12.57442(N)    103 32 30.85131(W) AD(       ) 3
 JJ0947  NAD 27      -  38 02 12.54753(N)    103 32 29.05489(W) AD(       ) 3
 JJ0947
 JJ0947.Superseded values are not recommended for survey control.
 JJ0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0947.See file dsdata.txt to determine how the superseded data were derived.
 JJ0947
 JJ0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC2795610905(NAD 83)
 JJ0947_MARKER: 21 = AIRPORT BEACON
 JJ0947
 JJ0947  HISTORY     - Date     Condition        Report By
 JJ0947  HISTORY     - 1949     FIRST OBSERVED   USGS
 JJ0947
 JJ0947                          STATION DESCRIPTION
 JJ0947
 JJ0947'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 JJ0947'HIGH LONE BEACON FOR LA JUNTA AIRPORT, LOCATED ABOUT 1 MI. W. OF
 JJ0947'LA JUNTA AIRPORT AND TWO OR THREE MI. NW. OF CITY OF LA JUNTA,
 JJ0947'COLORADO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1245 ***********************************************************************
 LL1245  DESIGNATION -  BEACON 3
 LL1245  PID         -  LL1245
 LL1245  STATE/COUNTY-  CO/WELD
 LL1245  USGS QUAD   -  BRACEWELL (1980)
 LL1245
 LL1245                         *CURRENT SURVEY CONTROL
 LL1245  ___________________________________________________________________
 LL1245* NAD 83(1992)-  40 22 41.54028(N)    104 52 19.24428(W)     ADJUSTED  
 LL1245* NAVD 88     -      1532.     (meters)    5026.     (feet)  SCALED    
 LL1245  ___________________________________________________________________
 LL1245  LAPLACE CORR-          -8.90  (seconds)                    DEFLEC99
 LL1245  GEOID HEIGHT-         -17.63  (meters)                     GEOID03
 LL1245
 LL1245  HORZ ORDER  -  THIRD
 LL1245
 LL1245.The horizontal coordinates were established by classical geodetic methods
 LL1245.and adjusted by the National Geodetic Survey in January 1993..
 LL1245
 LL1245.The orthometric height was scaled from a topographic map.
 LL1245
 LL1245.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1245
 LL1245.The geoid height was determined by GEOID03.
 LL1245
 LL1245;                    North         East     Units Scale Factor Converg.
 LL1245;SPC CO N     -   421,002.886   967,728.476   MT  0.99995931   +0 24 20.7
 LL1245;SPC CO N     - 1,381,240.30  3,174,955.84   sFT  0.99995931   +0 24 20.7
 LL1245;UTM  13      - 4,469,743.581   510,864.481   MT  0.99960145   +0 04 58.5
 LL1245
 LL1245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1245!SPC CO N     -   0.99976251  x   0.99995931  =   0.99972183
 LL1245!UTM  13      -   0.99976251  x   0.99960145  =   0.99936405
 LL1245
 LL1245:                Primary Azimuth Mark                     Grid Az
 LL1245:SPC CO N     -  HARRISON 2                               094 17 54.7
 LL1245:UTM  13      -  HARRISON 2                               094 37 16.9
 LL1245
 LL1245|---------------------------------------------------------------------|
 LL1245| PID    Reference Object                     Distance      Geod. Az  |
 LL1245|                                                           dddmmss.s |
 LL1245| LL1244 HARRISON 2                          APPROX. 3.1 KM 0944215.4 |
 LL1245|---------------------------------------------------------------------|
 LL1245
 LL1245                          SUPERSEDED SURVEY CONTROL
 LL1245
 LL1245  NAD 83(1986)-  40 22 41.52744(N)    104 52 19.24277(W) AD(       ) 3
 LL1245  NAD 27      -  40 22 41.59081(N)    104 52 17.35142(W) AD(       ) 3
 LL1245
 LL1245.Superseded values are not recommended for survey control.
 LL1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1245.See file dsdata.txt to determine how the superseded data were derived.
 LL1245
 LL1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE1086469744(NAD 83)
 LL1245_MARKER: 22 = AIRWAY BEACON
 LL1245
 LL1245  HISTORY     - Date     Condition        Report By
 LL1245  HISTORY     - 1949     FIRST OBSERVED   USGS
 LL1245
 LL1245                          STATION DESCRIPTION
 LL1245
 LL1245'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 LL1245'STATION IS LOCATED APPROXIMATELY 7 MI. S. OF WINDSOR, COLORADO,
 LL1245'IN SE. COR. SEC. 22, T 5 N, R 67 W.
 LL1245'
 LL1245'TO REACH STATION FROM WINDSOR SUGAR REFINERY, PROCEED ALONG COLORADO
 LL1245'NO. 257 4.4 MI. TO WYE INTERSECTION, THENCE BEAR RIGHT (S.)
 LL1245'AND PROCEED 3.0 MI. TO TOP RIDGE AT CROSSROADS, STATION IS A 55 FT.
 LL1245'STEEL AIRPLANE BEACON, LOCATED ABOUT 600 FT. W. OF CROSSROADS.
 LL1245'
 LL1245'STATION MARK--STEEL BEACON (DENVER - CHEYENNE AMBER AIRWAY NO. 3).
 LL1245'
 LL1245'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0526 ***********************************************************************
 HL0526  DESIGNATION -  BEAR
 HL0526  PID         -  HL0526
 HL0526  STATE/COUNTY-  CO/ARCHULETA
 HL0526  USGS QUAD   -  SERVICEBERRY MOUNTAIN (1984)
 HL0526
 HL0526                         *CURRENT SURVEY CONTROL
 HL0526  ___________________________________________________________________
 HL0526* NAD 83(1992)-  37 09 25.99764(N)    106 55 24.02096(W)     ADJUSTED  
 HL0526* NAVD 88     -      2523.0    (meters)    8278.     (feet)  VERTCON   
 HL0526  ___________________________________________________________________
 HL0526  LAPLACE CORR-          10.10  (seconds)                    DEFLEC99
 HL0526  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 HL0526
 HL0526  HORZ ORDER  -  THIRD
 HL0526
 HL0526.The horizontal coordinates were established by classical geodetic methods
 HL0526.and adjusted by the National Geodetic Survey in January 1993..
 HL0526
 HL0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0526
 HL0526.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0526
 HL0526.The geoid height was determined by GEOID03.
 HL0526
 HL0526;                    North         East     Units Scale Factor Converg.
 HL0526;SPC CO S     -   360,207.865   787,972.398   MT  1.00001469   -0 52 23.0
 HL0526;SPC CO S     - 1,181,781.97  2,585,206.11   sFT  1.00001469   -0 52 23.0
 HL0526;UTM  13      - 4,114,045.476   329,213.084   MT  0.99995932   -1 09 43.1
 HL0526
 HL0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0526!SPC CO S     -   0.99960693  x   1.00001469  =   0.99962161
 HL0526!UTM  13      -   0.99960693  x   0.99995932  =   0.99956627
 HL0526
 HL0526:                Primary Azimuth Mark                     Grid Az
 HL0526:SPC CO S     -  GLORY                                    198 16 03.2
 HL0526:UTM  13      -  GLORY                                    198 33 23.3
 HL0526
 HL0526|---------------------------------------------------------------------|
 HL0526| PID    Reference Object                     Distance      Geod. Az  |
 HL0526|                                                           dddmmss.s |
 HL0526| HL0520 GLORY                               APPROX. 5.8 KM 1972340.2 |
 HL0526|---------------------------------------------------------------------|
 HL0526
 HL0526                          SUPERSEDED SURVEY CONTROL
 HL0526
 HL0526  NAD 83(1986)-  37 09 25.99649(N)    106 55 24.02436(W) AD(       ) 3
 HL0526  NAD 27      -  37 09 25.97067(N)    106 55 21.89360(W) AD(       ) 3
 HL0526  NGVD 29 (07/19/86) 2521.7    (m)         8273.     (f) VERT ANG       
 HL0526
 HL0526.Superseded values are not recommended for survey control.
 HL0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0526.See file dsdata.txt to determine how the superseded data were derived.
 HL0526
 HL0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB2921314045(NAD 83)
 HL0526_MARKER: DD = SURVEY DISK
 HL0526_SETTING: 66 = SET IN ROCK OUTCROP
 HL0526_SP_SET: SET IN ROCK OUTCROP
 HL0526_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0526+STABILITY: POSITION/ELEVATION WELL
 HL0526
 HL0526  HISTORY     - Date     Condition        Report By
 HL0526  HISTORY     - 1946     MONUMENTED       USGS
 HL0526
 HL0526                          STATION DESCRIPTION
 HL0526
 HL0526'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 HL0526'STATION IS LOCATED 8.0 MI. S. AND 5.0 MI. E. FROM THE TOWN OF PAGOSA
 HL0526'SPRINGS, COLORADO, 1.5 MI. DUE E. OF THE JUNCTION OF RITO BLANCO AND
 HL0526'RIO BLANCO, ON HIGHEST POINT OF MOUNTAIN.  IN NW. COR. SEC. 26,
 HL0526'T 34 N, R 1 W.
 HL0526'
 HL0526'STATION MARK--STANDARD TABLET, SET IN LARGE ROCK, STAMPED ---BEAR
 HL0526'1946---.
 HL0526'
 HL0526'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0749 ***********************************************************************
 JL0749  DESIGNATION -  BEAR
 JL0749  PID         -  JL0749
 JL0749  STATE/COUNTY-  CO/GUNNISON
 JL0749  USGS QUAD   -  MC INTOSH MOUNTAIN (1973)
 JL0749
 JL0749                         *CURRENT SURVEY CONTROL
 JL0749  ___________________________________________________________________
 JL0749* NAD 83(1992)-  38 33 17.20325(N)    107 07 21.81519(W)     ADJUSTED  
 JL0749* NAVD 88     -      2942.3    (meters)    9653.     (feet)  VERTCON   
 JL0749  ___________________________________________________________________
 JL0749  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 JL0749  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 JL0749
 JL0749  HORZ ORDER  -  THIRD
 JL0749
 JL0749.The horizontal coordinates were established by classical geodetic methods
 JL0749.and adjusted by the National Geodetic Survey in January 1993..
 JL0749
 JL0749.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0749
 JL0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0749
 JL0749.The geoid height was determined by GEOID03.
 JL0749
 JL0749;                    North         East     Units Scale Factor Converg.
 JL0749;SPC CO C     -   386,149.728   772,964.388   MT  0.99998105   -1 01 24.4
 JL0749;SPC CO C     - 1,266,892.90  2,535,967.33   sFT  0.99998105   -1 01 24.4
 JL0749;UTM  13      - 4,269,507.860   315,033.501   MT  1.00002133   -1 19 24.2
 JL0749
 JL0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0749!SPC CO C     -   0.99954080  x   0.99998105  =   0.99952186
 JL0749!UTM  13      -   0.99954080  x   1.00002133  =   0.99956212
 JL0749
 JL0749:                Primary Azimuth Mark                     Grid Az
 JL0749:SPC CO C     -  SUN                                      143 20 15.3
 JL0749:UTM  13      -  SUN                                      143 38 15.1
 JL0749
 JL0749|---------------------------------------------------------------------|
 JL0749| PID    Reference Object                     Distance      Geod. Az  |
 JL0749|                                                           dddmmss.s |
 JL0749| JL0747 SUN                                 APPROX. 3.3 KM 1421850.9 |
 JL0749|---------------------------------------------------------------------|
 JL0749
 JL0749                          SUPERSEDED SURVEY CONTROL
 JL0749
 JL0749  NAD 83(1986)-  38 33 17.20125(N)    107 07 21.82490(W) AD(       ) 3
 JL0749  NAD 27      -  38 33 17.23475(N)    107 07 19.64102(W) AD(       ) 3
 JL0749  NGVD 29 (07/19/86) 2940.6    (m)         9648.     (f) VERT ANG       
 JL0749
 JL0749.Superseded values are not recommended for survey control.
 JL0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0749.See file dsdata.txt to determine how the superseded data were derived.
 JL0749
 JL0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC1503469508(NAD 83)
 JL0749_MARKER: DD = SURVEY DISK
 JL0749_SETTING: 80 = SET IN A BOULDER
 JL0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0749+STABILITY: SURFACE MOTION
 JL0749
 JL0749  HISTORY     - Date     Condition        Report By
 JL0749  HISTORY     - 1950     MONUMENTED       USGS
 JL0749
 JL0749                          STATION DESCRIPTION
 JL0749
 JL0749'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JL0749'STATION LOCATED ABOUT 5.5 MI. AIRLINE NW. OF IOLA, COLORADO,10.0 MI.
 JL0749'AIRLINE W. OF GUNNISON ON THE RIDGE E OF WHERE DEADMAN GULCH ENTERS
 JL0749'MAIN GULCH.
 JL0749'
 JL0749'TO REACH STATION FROM IOLA SCHOOL HOUSE, GO E. 0.2 MI. TO STATE HWY.
 JL0749'149.  TURN LEFT N. ON HWY.149 0.7 MI. TO U.S. HWY. 50.CROSS HWY. 50
 JL0749'PASS THROUGH GATE AND FOLLOW TRACK RD. N. 3.5 MI. TO FORK. TAKE RIGHT
 JL0749'FORK 0.7 MI. TO END OF TRUCK TRAVEL. PACK UP DRAIN N. TO FIRST SIDE
 JL0749'DRAIN ON LEFT.  FOLLOW SIDE DRAIN NW. TO TOP OF RIDGE AND STATION
 JL0749'SITE.
 JL0749'FROM END OF TRUCK TRAVEL TO STATION IS ABOUT 1 HOURS PACK.
 JL0749'
 JL0749'STATION MARK - STANDARD TABLET STAMPED --- C- BEAR 1950 --- CEMENTED
 JL0749'IN A BOULDER WHICH IS NEAR A SMALL CAIRN.
 JL0749'
 JL0749'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1281 ***********************************************************************
 JK1281  DESIGNATION -  BEAR
 JK1281  PID         -  JK1281
 JK1281  STATE/COUNTY-  CO/CUSTER
 JK1281  USGS QUAD   -  MOUNT TYNDALL (1994)
 JK1281
 JK1281                         *CURRENT SURVEY CONTROL
 JK1281  ___________________________________________________________________
 JK1281* NAD 83(1992)-  38 11 30.11058(N)    105 19 38.13148(W)     ADJUSTED  
 JK1281* NAVD 88     -      2920.4    (meters)    9581.     (feet)  VERTCON   
 JK1281  ___________________________________________________________________
 JK1281  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 JK1281  GEOID HEIGHT-         -15.08  (meters)                     GEOID03
 JK1281
 JK1281  HORZ ORDER  -  THIRD
 JK1281
 JK1281.The horizontal coordinates were established by classical geodetic methods
 JK1281.and adjusted by the National Geodetic Survey in January 1993..
 JK1281
 JK1281.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1281
 JK1281.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1281
 JK1281.The geoid height was determined by GEOID03.
 JK1281
 JK1281;                    North         East     Units Scale Factor Converg.
 JK1281;SPC CO S     -   474,071.144   929,533.997   MT  0.99996482   +0 06 21.4
 JK1281;SPC CO S     - 1,555,348.41  3,049,646.12   sFT  0.99996482   +0 06 21.4
 JK1281;UTM  13      - 4,227,135.194   471,342.474   MT  0.99961011   -0 12 08.4
 JK1281
 JK1281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1281!SPC CO S     -   0.99954434  x   0.99996482  =   0.99950917
 JK1281!UTM  13      -   0.99954434  x   0.99961011  =   0.99915462
 JK1281
 JK1281:                Primary Azimuth Mark                     Grid Az
 JK1281:SPC CO S     -  TYNDALL                                  184 20 01.9
 JK1281:UTM  13      -  TYNDALL                                  184 38 31.7
 JK1281
 JK1281|---------------------------------------------------------------------|
 JK1281| PID    Reference Object                     Distance      Geod. Az  |
 JK1281|                                                           dddmmss.s |
 JK1281| JK1282 TYNDALL                             APPROX. 6.6 KM 1842623.3 |
 JK1281|---------------------------------------------------------------------|
 JK1281
 JK1281                          SUPERSEDED SURVEY CONTROL
 JK1281
 JK1281  NAD 83(1986)-  38 11 30.09994(N)    105 19 38.13149(W) AD(       ) 3
 JK1281  NAD 27      -  38 11 30.08705(N)    105 19 36.11114(W) AD(       ) 3
 JK1281  NGVD 29 (07/19/86) 2919.1    (m)         9577.     (f) VERT ANG       
 JK1281
 JK1281.Superseded values are not recommended for survey control.
 JK1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1281.See file dsdata.txt to determine how the superseded data were derived.
 JK1281
 JK1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC7134227135(NAD 83)
 JK1281
 JK1281  HISTORY     - Date     Condition        Report By
 JK1281  HISTORY     - UNK      MONUMENTED
 JK1281  HISTORY     - 1952     GOOD             USGS
 JK1281
 JK1281                          STATION DESCRIPTION
 JK1281
 JK1281'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JK1281'LOCATED ABOUT 8.5 MI. (AIRLINE) NE. OF WESTCLIFFE, ABOUT 4.5 MI.
 JK1281'(AIRLINE) N. OF QUERIDA MINING AREA, ON THE NORTHMOST OF THE HIGHEST
 JK1281'AND MOST PROMINENT MOUNTAIN IN THE VICINITY.
 JK1281'
 JK1281'TO REACH STATION FROM WESTCLIFFE POST OFFICE, PROCEED E. ON STATE
 JK1281'HIGHWAY 96 FOR 9.2 MI. TO A MINING AREA KNOWN AS QUERIDA.
 JK1281'CONTINUE ON HIGHWAY 96 FOR 3.4 MI. TO INTERSECTION OF STATE HIGHWAYS
 JK1281'96 AND 143.  TURN LEFT (N.) AND FOLLOW HIGHWAY 143 FOR 1.5 MI. TO
 JK1281'RD. FORKS.  TURN LEFT, OFF HIGHWAY 143, AND GO 1.0 MI. TO A SIDE RD.
 JK1281'ON THE LEFT, TURN LEFT AND CROSS DRAIN.  AT T-JUNCTION TURN LEFT AND
 JK1281'FOLLOW WINDING RD. FOR 1.1 MI. TO ABANDONED RANCH BUILDINGS.  TURN
 JK1281'RIGHT AND GO THROUGH OLD CORRAL.  CONTINUE ON DIM TRAIL BELOW EARTH
 JK1281'DAM FOR 0.2 MI. TO FENCE CORNER.  TURN LEFT AND FOLLOW S. SIDE OF
 JK1281'FENCE FOR 0.1 MI. TO GATE.  GO W. ACROSS BASIN TO BASE OF PEAK AND
 JK1281'END OF TRUCK TRAVEL.  PACK TO E. END OF NORTHMOST OF TWO TOPS AND
 JK1281'STATION.  A 25 MINUTE PACK.
 JK1281'
 JK1281'STATION MARK--STANDARD TRIANGULATION TABLET, STAMPED ---BEAR 1951---,
 JK1281'CEMENTED IN DRILL HOLE IN EMBEDDED ROCK, 100 FT. E. OF AND 5.4 FT.
 JK1281'LOWER THAN MAIN SUMMIT.
 JK1281'
 JK1281'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---BEAR
 JK1281'1951 1---, CEMENTED IN DRILL HOLE IN EMBEDDED ROCK ON THE S. SIDE
 JK1281'OF SLOPE, AT A DISTANCE OF 18.45 FT., N 25 DEG 50 MIN E.
 JK1281'
 JK1281'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---BEAR
 JK1281'1951 2---, CEMENTED IN DRILL HOLE IN EMBEDDED ROCK ON THE N. SIDE
 JK1281'OF THE TOP, AT A DISTANCE OF 31.45 FT., S 67 DEG 35 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1883 ***********************************************************************
 KK1883  DESIGNATION -  BEAR
 KK1883  PID         -  KK1883
 KK1883  STATE/COUNTY-  CO/JEFFERSON
 KK1883  USGS QUAD   -  CONIFER (1994)
 KK1883
 KK1883                         *CURRENT SURVEY CONTROL
 KK1883  ___________________________________________________________________
 KK1883* NAD 83(1992)-  39 37 22.30504(N)    105 17 24.52388(W)     ADJUSTED  
 KK1883* NAVD 88     -      2631.2    (meters)    8633.     (feet)  VERTCON   
 KK1883  ___________________________________________________________________
 KK1883  LAPLACE CORR-         -15.93  (seconds)                    DEFLEC99
 KK1883  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 KK1883
 KK1883  HORZ ORDER  -  SECOND
 KK1883
 KK1883.The horizontal coordinates were established by classical geodetic methods
 KK1883.and adjusted by the National Geodetic Survey in January 1993..
 KK1883
 KK1883.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1883
 KK1883.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1883
 KK1883.The geoid height was determined by GEOID03.
 KK1883
 KK1883;                    North         East     Units Scale Factor Converg.
 KK1883;SPC CO C     -   503,477.075   932,419.884   MT  0.99997732   +0 07 56.5
 KK1883;SPC CO C     - 1,651,824.37  3,059,114.24   sFT  0.99997732   +0 07 56.5
 KK1883;UTM  13      - 4,385,940.222   475,097.532   MT  0.99960763   -0 11 06.1
 KK1883
 KK1883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1883!SPC CO C     -   0.99958966  x   0.99997732  =   0.99956699
 KK1883!UTM  13      -   0.99958966  x   0.99960763  =   0.99919745
 KK1883
 KK1883                          SUPERSEDED SURVEY CONTROL
 KK1883
 KK1883  NAD 83(1986)-  39 37 22.30281(N)    105 17 24.52414(W) AD(       ) 2
 KK1883  NAD 27      -  39 37 22.34288(N)    105 17 22.55619(W) AD(       ) 2
 KK1883  NGVD 29 (07/19/86) 2630.1    (m)         8629.     (f) VERT ANG       
 KK1883
 KK1883.Superseded values are not recommended for survey control.
 KK1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1883.See file dsdata.txt to determine how the superseded data were derived.
 KK1883
 KK1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7509885940(NAD 83)
 KK1883_MARKER: DD = SURVEY DISK
 KK1883_SETTING: 66 = SET IN ROCK OUTCROP
 KK1883_SP_SET: SET IN ROCK OUTCROP
 KK1883_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1883+STABILITY: POSITION/ELEVATION WELL
 KK1883
 KK1883  HISTORY     - Date     Condition        Report By
 KK1883  HISTORY     - 1965     MONUMENTED       USGS
 KK1883  HISTORY     - 1977     GOOD             NGS
 KK1883
 KK1883                          STATION DESCRIPTION
 KK1883
 KK1883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1883'THE STATION IS ABOUT 6 MILES WEST-SOUTHWEST OF MORRISON, 2-1/2
 KK1883'MILES NORTH-NORTHEAST OF MARSHDALE, 2 MILES EAST-SOUTHEAST OF
 KK1883'EVERGREEN, ON TOP OF A MOUNTAIN KNOWN AS BEAR MOUNTAIN AND ON
 KK1883'PROPERTY OWNED BY MR. BOB NEFF, EVERGREEN, COLORADO, PHONE
 KK1883'NUMBER 674-7829.
 KK1883'
 KK1883'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION OF
 KK1883'STATE HIGHWAY 74 AND COUNTY ROAD 73
 KK1883'IN THE CENTER OF EVERGREEN, GO
 KK1883'SOUTH ON COUNTY ROAD 73 FOR 0.3 MILE TO A SIDEROAD LEFT.  TURN
 KK1883'LEFT AND GO EASTERLY ON COUNTY ROAD 81 (LITTLE CLUB CREEK ROAD)
 KK1883'FOR 1.5 MILES TO A FORK.  TAKE THE LEFT FORK (STANLEY PARK
 KK1883'ROAD) FOR 1.8 MILES TO A FORK.  TAKE THE LEFT FORK AND GO
 KK1883'UPHILL FOR 0.2 MILE TO A FORK.  TAKE THE LEFT FORK FOR 0.2
 KK1883'MILE TO A FORK.  TAKE THE RIGHT FORK FOR 0.8 MILE TO A FORK.
 KK1883'TAKE THE LEFT FORK FOR 0.2 MILE TO A FORK.  TAKE THE LEFT
 KK1883'FORK FOR 0.55 MILE TO A GATE.  CONTINUE AHEAD SOUTH, PASSING
 KK1883'BY MR.  NEFFS HOUSE, FOR 0.05 MILE TO THE END OF THE
 KK1883'DRIVE.  FROM HERE, PACK SOUTH FOR ABOUT 250 FEET TO THE TOP OF
 KK1883'A ROCK OUTCROP AND THE STATION.
 KK1883'
 KK1883'STATION MARK, STAMPED---BEAR 1965---, IS A U.S. GEOLOGICAL
 KK1883'SURVEY DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER.
 KK1883'IT IS 26 FEET NORTHWEST OF A TWIN TRUNK PINE TREE AND 23.5
 KK1883'FEET NORTHEAST OF A POWER POLE.
 KK1883'
 KK1883'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION---
 KK1883'BEAR MTN---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1893 ***********************************************************************
 KK1893  DESIGNATION -  BEAR
 KK1893  PID         -  KK1893
 KK1893  STATE/COUNTY-  CO/JEFFERSON
 KK1893  USGS QUAD   -  CONIFER (1994)
 KK1893
 KK1893                         *CURRENT SURVEY CONTROL
 KK1893  ___________________________________________________________________
 KK1893* NAD 83(1992)-  39 37 22.29973(N)    105 17 24.52664(W)     ADJUSTED  
 KK1893* NAVD 88     -      2631.     (meters)    8632.     (feet)  VERTCON   
 KK1893  ___________________________________________________________________
 KK1893  LAPLACE CORR-         -15.93  (seconds)                    DEFLEC99
 KK1893  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 KK1893
 KK1893  HORZ ORDER  -  THIRD
 KK1893
 KK1893.The horizontal coordinates were established by classical geodetic methods
 KK1893.and adjusted by the National Geodetic Survey in January 1993..
 KK1893
 KK1893.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1893
 KK1893.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1893
 KK1893.The geoid height was determined by GEOID03.
 KK1893
 KK1893;                    North         East     Units Scale Factor Converg.
 KK1893;SPC CO C     -   503,476.911   932,419.819   MT  0.99997732   +0 07 56.5
 KK1893;SPC CO C     - 1,651,823.83  3,059,114.02   sFT  0.99997732   +0 07 56.5
 KK1893;UTM  13      - 4,385,940.059   475,097.466   MT  0.99960763   -0 11 06.1
 KK1893
 KK1893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1893!SPC CO C     -   0.99958967  x   0.99997732  =   0.99956700
 KK1893!UTM  13      -   0.99958967  x   0.99960763  =   0.99919746
 KK1893
 KK1893:                Primary Azimuth Mark                     Grid Az
 KK1893:SPC CO C     -  CENTAUR                                  222 04 24.1
 KK1893:UTM  13      -  CENTAUR                                  222 23 26.7
 KK1893
 KK1893|---------------------------------------------------------------------|
 KK1893| PID    Reference Object                     Distance      Geod. Az  |
 KK1893|                                                           dddmmss.s |
 KK1893| KK1878 CENTAUR                             APPROX. 5.0 KM 2221220.6 |
 KK1893|---------------------------------------------------------------------|
 KK1893
 KK1893                          SUPERSEDED SURVEY CONTROL
 KK1893
 KK1893  NAD 83(1986)-  39 37 22.29677(N)    105 17 24.52711(W) AD(       ) 3
 KK1893  NGVD 29 (07/19/86) 2630.     (m)         8629.     (f) VERT ANG       
 KK1893
 KK1893.Superseded values are not recommended for survey control.
 KK1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1893.See file dsdata.txt to determine how the superseded data were derived.
 KK1893
 KK1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7509785940(NAD 83)
 KK1893_MARKER: DD = SURVEY DISK
 KK1893_SETTING: 66 = SET IN ROCK OUTCROP
 KK1893
 KK1893  HISTORY     - Date     Condition        Report By
 KK1893  HISTORY     - 1955     MONUMENTED       USGS
 KK1893
 KK1893                          STATION DESCRIPTION
 KK1893
 KK1893'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 KK1893'STATION IS LOCATED ON THE HIGHEST POINT OF BEAR MOUNTAIN, 1.7 MI. SE.
 KK1893'OF EVERGREEN, 6.2 MI. NNE. CONIFER JUNCTION AND 5.7 MI. WSW. OF
 KK1893'MORRISON.
 KK1893'
 KK1893'TO REACH FROM THE POST OFFICE IN EVERGREEN, FOLLOW STATE HIGHWAY 73 S.
 KK1893'FOR 0.4 MI. TO BRIDGE OVER CUB CREEK.  TURN S., LEFT, AND FOLLOW
 KK1893'LITTLE CUB CREEK ROAD FOR 1.9 MI. TO STANLEY PARK ROAD, LEFT.  TURN
 KK1893'LEFT AND PROCEED FOR 1.8 MI. TO SADDLE AND T-RD. LEFT, N.  TURN LEFT
 KK1893'OFF MAIN RD. AND FOLLOW DIRT RD. TO HIGHEST POINT OF BEAR MOUNTAIN,
 KK1893'1.3 MI. AND STATION.
 KK1893'
 KK1893'STATION MARK--A STANDARD BRASS TABLET SET IN SOLID ROCK AND STAMPED
 KK1893'---BEAR 1955---.
 KK1893'
 KK1893'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0661 ***********************************************************************
 HL0661  DESIGNATION -  BEAR
 HL0661  PID         -  HL0661
 HL0661  STATE/COUNTY-  CO/LA PLATA
 HL0661  USGS QUAD   -  LEMON RESERVOIR (1971)
 HL0661
 HL0661                         *CURRENT SURVEY CONTROL
 HL0661  ___________________________________________________________________
 HL0661* NAD 83(1992)-  37 28 34.11585(N)    107 44 12.41728(W)     ADJUSTED  
 HL0661* NAVD 88     -      3163.2    (meters)   10378.     (feet)  VERTCON   
 HL0661  ___________________________________________________________________
 HL0661  LAPLACE CORR-          12.01  (seconds)                    DEFLEC99
 HL0661  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 HL0661
 HL0661  HORZ ORDER  -  THIRD
 HL0661
 HL0661.The horizontal coordinates were established by classical geodetic methods
 HL0661.and adjusted by the National Geodetic Survey in January 1993..
 HL0661
 HL0661.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0661
 HL0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0661
 HL0661.The geoid height was determined by GEOID03.
 HL0661
 HL0661;                    North         East     Units Scale Factor Converg.
 HL0661;SPC CO S     -   397,007.894   716,576.297   MT  0.99996481   -1 22 19.2
 HL0661;SPC CO S     - 1,302,516.73  2,350,967.40   sFT  0.99996481   -1 22 19.2
 HL0661;UTM  13      - 4,151,212.755   257,994.532   MT  1.00032147   -1 39 57.4
 HL0661
 HL0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0661!SPC CO S     -   0.99950653  x   0.99996481  =   0.99947136
 HL0661!UTM  13      -   0.99950653  x   1.00032147  =   0.99982784
 HL0661
 HL0661                          SUPERSEDED SURVEY CONTROL
 HL0661
 HL0661  NAD 83(1986)-  37 28 34.11925(N)    107 44 12.42676(W) AD(       ) 3
 HL0661  NGVD 29 (11/25/91) 3161.7    (m)        10373.     (f) VERT ANG       
 HL0661
 HL0661.Superseded values are not recommended for survey control.
 HL0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0661.See file dsdata.txt to determine how the superseded data were derived.
 HL0661
 HL0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB5799551213(NAD 83)
 HL0661_MARKER: DD = SURVEY DISK
 HL0661_SETTING: 0 = UNSPECIFIED SETTING
 HL0661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0661
 HL0661  HISTORY     - Date     Condition        Report By
 HL0661  HISTORY     - 1957     MONUMENTED       USGS
 HL0661
 HL0661                          STATION DESCRIPTION
 HL0661
 HL0661'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 HL0661'THE STATION IS LOCATED IN LA PLATA COUNTY, COLORADO, 16 MI. (AIRLINE)
 HL0661'NW. OF DURANGO, 4 MI. SE. OF THE POWER PLANT AT TACOMA, ON A SHARP
 HL0661'RIDGE S. OF BEAR CREEK.
 HL0661'
 HL0661'TO REACH THE STATION FROM THE POST OFFICE IN DURANGO, GO N. ON U.S.
 HL0661'HIGHWAY 550 FOR 8.3 MI. TO UNSURFACED RD. LEADING E. FROM TRIMBLE
 HL0661'SPRINGS, FOLLOW UNSURFACED RD. 1.0 MI. ACROSS THE ANIMAS RIVER TO RD.
 HL0661'FORK, TAKE LEFT FORK AND GO 3.3 MI. TO RD. FORK AT FOOT OF HILL, TAKE
 HL0661'RIGHT FORK UP HILL AND FOLLOW GRADED RD. 13.1 MI. TO NARROW LOGGING
 HL0661'RD. TO LEFT NEAR SHARP BEND AT RIDGE, FOLLOW NARROW RD. 0.2 MI.
 HL0661'STATION IS ON RIDGE TO RIGHT OF RD.
 HL0661'
 HL0661'STATION MARK--STANDARD TABLET SET IN AN EMBEDDED ROCK FLUSH WITH
 HL0661'GROUND AND STAMPED---BEAR 1957---.
 HL0661'
 HL0661'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0596 ***********************************************************************
 KJ0596  DESIGNATION -  BEAR
 KJ0596  PID         -  KJ0596
 KJ0596  STATE/COUNTY-  CO/KIT CARSON
 KJ0596  USGS QUAD   -  BURLINGTON NE (1969)
 KJ0596
 KJ0596                         *CURRENT SURVEY CONTROL
 KJ0596  ___________________________________________________________________
 KJ0596* NAD 83(1992)-  39 29 20.03408(N)    102 15 30.93741(W)     ADJUSTED  
 KJ0596* NAVD 88     -      1215.3    (meters)    3987.     (feet)  GPS OBS   
 KJ0596  ___________________________________________________________________
 KJ0596  X           -  -1,046,739.444 (meters)                     COMP
 KJ0596  Y           -  -4,817,504.609 (meters)                     COMP
 KJ0596  Z           -   4,035,110.747 (meters)                     COMP
 KJ0596  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 KJ0596  ELLIP HEIGHT-        1192.55  (meters)          (12/03/02) GPS OBS
 KJ0596  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 KJ0596
 KJ0596  HORZ ORDER  -  FIRST
 KJ0596  ELLP ORDER  -  FOURTH    CLASS II
 KJ0596
 KJ0596.The horizontal coordinates were established by GPS observations
 KJ0596.and adjusted by the National Geodetic Survey in November 1993..
 KJ0596
 KJ0596.The orthometric height was determined by GPS observations and a
 KJ0596.high-resolution geoid model.
 KJ0596
 KJ0596.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KJ0596
 KJ0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0596
 KJ0596.The ellipsoidal height was determined by GPS observations
 KJ0596.and is referenced to NAD 83.
 KJ0596
 KJ0596.The geoid height was determined by GEOID03.
 KJ0596
 KJ0596;                    North         East     Units Scale Factor Converg.
 KJ0596;SPC CO C     -   493,557.175 1,193,179.958   MT  0.99995877   +2 02 39.6
 KJ0596;SPC CO C     - 1,619,278.83  3,914,624.58   sFT  0.99995877   +2 02 39.6
 KJ0596;UTM  13      - 4,374,620.662   735,758.287   MT  1.00028438   +1 44 38.9
 KJ0596
 KJ0596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0596!SPC CO C     -   0.99981294  x   0.99995877  =   0.99977172
 KJ0596!UTM  13      -   0.99981294  x   1.00028438  =   1.00009727
 KJ0596
 KJ0596                          SUPERSEDED SURVEY CONTROL
 KJ0596
 KJ0596  NAD 83(1986)-  39 29 20.03405(N)    102 15 30.93730(W) AD(       ) 1
 KJ0596  ELLIP H (09/13/93) 1192.55   (m)                       GP(       ) 3 1
 KJ0596
 KJ0596.Superseded values are not recommended for survey control.
 KJ0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0596.See file dsdata.txt to determine how the superseded data were derived.
 KJ0596
 KJ0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD3575874621(NAD 83)
 KJ0596_MARKER: I = METAL ROD
 KJ0596_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KJ0596_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KJ0596_STAMPING: BEAR 1992
 KJ0596_MARK LOGO: NGS   
 KJ0596_MAGNETIC: I = MARKER IS A STEEL ROD
 KJ0596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KJ0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0596+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1999
 KJ0596
 KJ0596  HISTORY     - Date     Condition        Report By
 KJ0596  HISTORY     - 1992     MONUMENTED       CODH
 KJ0596  HISTORY     - 19990224 GOOD             NGS
 KJ0596
 KJ0596                          STATION DESCRIPTION
 KJ0596
 KJ0596'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1992
 KJ0596'THE STATION IS LOCATED ABOUT 13 MI (20.92 KM) NORTH OF BURLINGTON, 16
 KJ0596'MI (25.75 KM) SOUTH OF IDALIA, IN THE SOUTHWEST 1/4 OF SECTION 30, T
 KJ0596'6 S, R 43 W, AT U.S. HIGHWAY 385 MILEPOST 210.75. OWNERSHIP--COLORADO
 KJ0596'DEPARTMENT OF TRANSPORTATION.
 KJ0596'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 385 AND U.S.
 KJ0596'HIGHWAY 24 ON THE EAST SIDE OF BURLINGTON, GO NORTH ON U.S. HIGHWAY
 KJ0596'385 FOR 12.86 MI (20.70 KM) TO THE STATION ON THE RIGHT.
 KJ0596'THE STATION MARK IS A PUNCH MARK IN THE TOP CENTER OF A STEEL ROD IN A
 KJ0596'PVC PIPE WITH A LOGO CAP SET IN A ROUND CONCRETE SLEEVE RECESSED 30
 KJ0596'CM BELOW THE GROUND. THE MARK IS 276.O FT NORTH OF THE CENTERLINE OF
 KJ0596'COUNTY RD JJ, 125.8 FT (38.34 M) NORTH - NORTHEAST OF A POWER POLE,
 KJ0596'77.O FT NORTH - NORTHEAST OF A MAILBOX NUMBERED 31045, 57.0 FT
 KJ0596'(17.37 M) NORTH - NORTHWEST OF THE CENTER OF A FIELD ACCESS GATE
 KJ0596'OPPOSITE THE DRIVEWAY TO A FARM HOUSE ON THE WEST SIDE OF U.S.
 KJ0596'HIGHWAY 385, 44.3 FT (13.50 M) EAST OF THE CENTERLINE OF U.S. HIGHWAY
 KJ0596'385, 4.9 FT (1.49 M) WEST OF THE EAST RIGHT-OF-WAY FENCE, 2.0 FT
 KJ0596'(0.61 M) NORTH OF A FIBERGLASS WITNESS POST, 1.7 FT (0.52 M) SOUTH OF
 KJ0596'A FIBERGLASS WITNESS POST, AND ABOUT 4 FT (1.22 M) LOWER THAN THE
 KJ0596'HIGHWAY.
 KJ0596
 KJ0596                          STATION RECOVERY (1999)
 KJ0596
 KJ0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 KJ0596'THE STATION WAS RECOVERED IN GOOD CONDITION AND A CORRECTION IS NEEDED
 KJ0596'FOR THE MILEPOST WHICH SHOULD BE AT U.  S.  HIGHWAY 385 MILEPOST
 KJ0596'201.75.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1222 ***********************************************************************
 JK1222  DESIGNATION -  BEAR CREEK
 JK1222  PID         -  JK1222
 JK1222  STATE/COUNTY-  CO/EL PASO
 JK1222  USGS QUAD   -  MANITOU SPRINGS (1994)
 JK1222
 JK1222                         *CURRENT SURVEY CONTROL
 JK1222  ___________________________________________________________________
 JK1222* NAD 83(1992)-  38 48 56.79901(N)    104 53 22.88602(W)     ADJUSTED  
 JK1222* NAVD 88     -      2263.     (meters)    7425.     (feet)  SCALED    
 JK1222  ___________________________________________________________________
 JK1222  LAPLACE CORR-         -24.90  (seconds)                    DEFLEC99
 JK1222  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 JK1222
 JK1222  HORZ ORDER  -  THIRD
 JK1222
 JK1222.The horizontal coordinates were established by classical geodetic methods
 JK1222.and adjusted by the National Geodetic Survey in January 1993..
 JK1222
 JK1222.The orthometric height was scaled from a topographic map.
 JK1222
 JK1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1222
 JK1222.The geoid height was determined by GEOID03.
 JK1222
 JK1222;                    North         East     Units Scale Factor Converg.
 JK1222;SPC CO C     -   414,036.801   967,404.420   MT  0.99994823   +0 23 05.7
 JK1222;SPC CO C     - 1,358,385.74  3,173,892.67   sFT  0.99994823   +0 23 05.7
 JK1222;UTM  13      - 4,296,339.317   509,576.609   MT  0.99960113   +0 04 08.9
 JK1222
 JK1222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1222!SPC CO C     -   0.99964759  x   0.99994823  =   0.99959584
 JK1222!UTM  13      -   0.99964759  x   0.99960113  =   0.99924886
 JK1222
 JK1222:                Primary Azimuth Mark                     Grid Az
 JK1222:SPC CO C     -  PENNINGTONS LARGE HSE CEN CHIM           040 26 17.4
 JK1222:UTM  13      -  PENNINGTONS LARGE HSE CEN CHIM           040 45 14.2
 JK1222
 JK1222|---------------------------------------------------------------------|
 JK1222| PID    Reference Object                     Distance      Geod. Az  |
 JK1222|                                                           dddmmss.s |
 JK1222| JK1166 PENNINGTONS LARGE HSE CEN CHIM      APPROX.24.1 KM 0404923.1 |
 JK1222| JK1210 COLORADO SPRINGS COLLEGE CUP        APPROX. 6.6 KM 0571250.5 |
 JK1222| JK1211 COLORADO SPGS PUB SCHHSE STAFF      APPROX. 6.1 KM 0675051.1 |
 JK1222| JK1207 COLORADO SPRNGS ASTRO               APPROX. 5.4 KM 0742938.0 |
 JK1222|---------------------------------------------------------------------|
 JK1222
 JK1222                          SUPERSEDED SURVEY CONTROL
 JK1222
 JK1222  NAD 83(1986)-  38 48 56.78796(N)    104 53 22.88280(W) AD(       ) 3
 JK1222  NAD 27      -  38 48 56.81300(N)    104 53 20.94100(W) AD(       ) 3
 JK1222
 JK1222.Superseded values are not recommended for survey control.
 JK1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1222.See file dsdata.txt to determine how the superseded data were derived.
 JK1222
 JK1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC0957796339(NAD 83)
 JK1222_MARKER: X = CHISELED CROSS
 JK1222_SETTING: 0 = UNSPECIFIED SETTING
 JK1222_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK1222
 JK1222  HISTORY     - Date     Condition        Report By
 JK1222  HISTORY     - 1879     MONUMENTED       CGS
 JK1222  HISTORY     - 1935     SEE DESCRIPTION  CGS
 JK1222
 JK1222                          STATION DESCRIPTION
 JK1222
 JK1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1879 (OHT)
 JK1222'ABOUT 4 MILES WEST-SOUTHWEST OF COLORADO SPRINGS AND JUST
 JK1222'SOUTH OF BEAR CREEK ON ONE OF THE FRONT FOOTHILLS OF PIKES
 JK1222'PEAK.  THE STATION IS MARKED BY A CROSS IN THE LEAD WHICH
 JK1222'FILLS A HOLE 3 INCHES IN DIAMETER AND 1-1/2 INCHES DEEP IN
 JK1222'A FLAT STONE ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND.
 JK1222
 JK1222                          STATION RECOVERY (1935)
 JK1222
 JK1222'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (AWJ)
 JK1222'THE STATION WAS RECOVERED BUT NOT IN GOOD CONDITION.  REMNANTS
 JK1222'OF AN OLD SIGNAL POLE WAS FOUND, AND NEAR BY A HOLE ABOUT
 JK1222'1 FOOT DEEP.  DIGGINIG FAILED TO LOCATE THE STATION.  A SEARCH
 JK1222'AMONG THE STONES OF A SMALL CAIRN IN THE VICINITY REVEALED
 JK1222'THE STATION MARK, A SMALL FLAT STONE 10 BY 12 INCHES BY ABOUT
 JK1222'3 INCHES THICK WITH LEAD PLUG ABOUT 1-1/2 INCHES DIAMETER.
 JK1222'THE STONE WAS REPLACED IN HOLE FROM WHICH EVIDENTLY TAKEN,
 JK1222'AND COVERED WITH A ROCK CAIRN.  THE STATION VICINITY IS RATHER
 JK1222'DIFFICULT TO LOCATE AND REVISED DESCRIPTION MAY AID RECOVERY.
 JK1222'A NEW STATION AND REFERENCE MARK MAY BE NEEDED HERE.
 JK1222'
 JK1222'ABOUT 4 MILES WEST-SOUTHWEST OF COLORADO SPRINGS AND JUST
 JK1222'SOUTH OF BEAR CREEK ON ONE OF THE FRONT FOOTHILLS OF PIKES
 JK1222'PEAK, NEAR THE LOWER END OF THE RIDGE ALONG THE SOUTH SIDE
 JK1222'OF BEAR CREEK AND ON THE FIRST PROMNINENT POINT OF THE RIDGE.
 JK1222'THE CORLEY MOUNTAIN HIGHWAY AT A POINT ABOUT 1/4 MILE SOUTHEAST
 JK1222'OF THE BEAR CREEK TRESTLE BRIDGE IS ABOUT 1/2 MILE NORTH AND
 JK1222'500 FEET LOWER THAN THE STATION.  STATION IS MARKED BY A
 JK1222'CROSS IN THE LEAD WHICH FILLS A HOLE ABOUT 1-1/2 INCHES IN
 JK1222'DIAMETER AND 1-1/2 INCHES DEEP IN A SMALL FLAT STONE ABOUT 1
 JK1222'FOOT BELOW SURFACE OF THE GROUND.  TWO PINE TREES BLAZED
 JK1222'ARE NEAR THE STATION, ONE 30 FEET
 JK1222'SOUTH AND THE OTHER ABOUT 10 FEET WEST OF THE STATION.  A
 JK1222'SMALL ROCK CAIRN IS ABOVE THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1885 ***********************************************************************
 KK1885  DESIGNATION -  BEAR MTN
 KK1885  PID         -  KK1885
 KK1885  STATE/COUNTY-  CO/JEFFERSON
 KK1885  USGS QUAD   -  CONIFER (1994)
 KK1885
 KK1885                         *CURRENT SURVEY CONTROL
 KK1885  ___________________________________________________________________
 KK1885* NAD 83(1992)-  39 37 22.32926(N)    105 17 24.76860(W)     ADJUSTED  
 KK1885* NAVD 88     -      2630.5    (meters)    8630.     (feet)  VERTCON   
 KK1885  ___________________________________________________________________
 KK1885  LAPLACE CORR-         -15.92  (seconds)                    DEFLEC99
 KK1885  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 KK1885
 KK1885  HORZ ORDER  -  FIRST
 KK1885
 KK1885.The horizontal coordinates were established by classical geodetic methods
 KK1885.and adjusted by the National Geodetic Survey in January 1993..
 KK1885
 KK1885.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1885
 KK1885.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1885
 KK1885.The geoid height was determined by GEOID03.
 KK1885
 KK1885;                    North         East     Units Scale Factor Converg.
 KK1885;SPC CO C     -   503,477.808   932,414.046   MT  0.99997732   +0 07 56.3
 KK1885;SPC CO C     - 1,651,826.78  3,059,095.08   sFT  0.99997732   +0 07 56.3
 KK1885;UTM  13      - 4,385,940.988   475,091.700   MT  0.99960764   -0 11 06.3
 KK1885
 KK1885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1885!SPC CO C     -   0.99958977  x   0.99997732  =   0.99956710
 KK1885!UTM  13      -   0.99958977  x   0.99960764  =   0.99919757
 KK1885
 KK1885|---------------------------------------------------------------------|
 KK1885| PID    Reference Object                     Distance      Geod. Az  |
 KK1885|                                                           dddmmss.s |
 KK1885| KK1884 AS P 603                              4.836 METERS 07428     |
 KK1885| KK1883 BEAR                                  5.884 METERS 09718     |
 KK1885| CP7391 BEAR MTN RM 1                        12.275 METERS 32551     |
 KK1885| KK1865 GENESEE                             APPROX. 8.9 KM 3581235.7 |
 KK1885|---------------------------------------------------------------------|
 KK1885
 KK1885                          SUPERSEDED SURVEY CONTROL
 KK1885
 KK1885  NAD 83(1986)-  39 37 22.32704(N)    105 17 24.76888(W) AD(       ) 1
 KK1885  NAD 27      -  39 37 22.36710(N)    105 17 22.80090(W) AD(       ) 1
 KK1885  NGVD 29 (07/19/86) 2629.4    (m)         8627.     (f) VERT ANG       
 KK1885
 KK1885.Superseded values are not recommended for survey control.
 KK1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1885.See file dsdata.txt to determine how the superseded data were derived.
 KK1885
 KK1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7509285941(NAD 83)
 KK1885_MARKER: DS = TRIANGULATION STATION DISK
 KK1885_SETTING: 0 = UNSPECIFIED SETTING
 KK1885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1885
 KK1885  HISTORY     - Date     Condition        Report By
 KK1885  HISTORY     - 1977     MONUMENTED       NGS
 KK1885
 KK1885                          STATION DESCRIPTION
 KK1885
 KK1885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1885'THE STATION IS ABOUT 6 MILES WEST-SOUTHWEST OF MORRISON, 2-1/2
 KK1885'MILES NORTH-NORTHEAST OF MARSHDALE, 2 MILES EAST-SOUTHEAST OF
 KK1885'EVERGREEN, ON TOP OF A MOUNTAIN KNOWN AS BEAR MOUNTAIN AND ON
 KK1885'PROPERTY OWNED BY MR. BOB NEFF, EVERGREEN, COLORADO, PHONE
 KK1885'NUMBER 674-7829.
 KK1885'
 KK1885'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JUNCTION OF
 KK1885'STATE HIGHWAY 74 AND COUNTY ROAD 73
 KK1885'IN THE CENTER OF EVERGREEN, GO
 KK1885'SOUTH ON COUNTY ROAD 73 FOR 0.3 MILE TO A SIDEROAD LEFT.  TURN
 KK1885'LEFT AND GO EASTERLY ON COUNTY ROAD 81 (LITTLE CLUB CREEK ROAD)
 KK1885'FOR 1.5 MILES TO A FORK.  TAKE THE LEFT FORK (STANLEY PARK
 KK1885'ROAD) FOR 1.8 MILES TO A FORK.  TAKE THE LEFT FORK AND GO
 KK1885'UPHILL FOR 0.2 MILE TO A FORK.  TAKE THE LEFT FORK FOR 0.2
 KK1885'MILE TO A FORK.  TAKE THE RIGHT FORK FOR 0.8 MILE TO A FORK.
 KK1885'TAKE THE LEFT FORK FOR 0.2 MILE TO A FORK.  TAKE THE LEFT
 KK1885'FORK FOR 0.55 MILE TO A GATE.  CONTINUE AHEAD SOUTH, PASSING
 KK1885'BY MR.  NEFFS HOUSE, FOR 0.05 MILE TO THE END OF THE
 KK1885'DRIVE.  FROM HERE, PACK SOUTH FOR ABOUT 250 FEET TO THE TOP OF
 KK1885'A ROCK OUTCROP AND THE STATION.
 KK1885'
 KK1885'STATION MARK, STAMPED---BEAR MTN 1977---, IS A STANDARD DISK
 KK1885'BRAZED TO THE TOP OF A 3-INCH STEEL PIPE SET IN CONCRETE WHICH
 KK1885'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 32.5 FEET
 KK1885'WEST OF A POWER POLE AND 7.5 FEET SOUTHEAST OF A TWIN TRUNK
 KK1885'PINE TREE.
 KK1885'
 KK1885'REFERENCE MARK 1, STAMPED---BEAR MTN NO 1 1977---, IS A
 KK1885'STANDARD DISK CEMENTED IN A DRILL HOLE IN A BOULDER.  IT IS
 KK1885'49.3 FEET NORTHWEST OF A POWER POLE, 33.7 FEET NORTH OF A TWIN
 KK1885'TRUNK PINE TREE AND ABOUT 3 FEET LOWER THAN THE STATION.
 KK1885'
 KK1885'AS P603, STAMPED---AS P603 1939---, IS A U.S. DEPARTMENT OF
 KK1885'AGRICULTURE FOREST SERVICE DISK CEMENTED IN A DRILL HOLE IN
 KK1885'THE TOP OF A BOULDER.  IT IS 21.5 FEET SOUTHEAST OF A TWIN
 KK1885'TRUNK PINE TREE, 18.8 FEET WEST OF A POWER POLE AND ABOUT
 KK1885'1-1/2 FEET HIGHER THAN THE STATION.
 KK1885'
 KK1885'BEAR USGS, STAMPED---BEAR 1965---, IS A U.S. GEOLOGICAL SURVEY
 KK1885'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER.  IT IS
 KK1885'26 FEET NORTHWEST OF A TWIN TRUNK PINE TREE, 23.5 FEET
 KK1885'NORTHEAST OF A POWER POLE AND ABOUT 1/2 FOOT HIGHER THAN THE
 KK1885'STATION.
 KK1885'
 KK1885'HEIGHT OF LIGHT SHOWN ABOVE THE STATION MARK WAS 14.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0546 ***********************************************************************
 LN0546  DESIGNATION -  BEARD
 LN0546  PID         -  LN0546
 LN0546  STATE/COUNTY-  CO/RIO BLANCO
 LN0546  USGS QUAD   -  CALAMITY RIDGE (1962)
 LN0546
 LN0546                         *CURRENT SURVEY CONTROL
 LN0546  ___________________________________________________________________
 LN0546* NAD 83(1992)-  40 01 58.83434(N)    108 33 06.85164(W)     ADJUSTED  
 LN0546* NAVD 88     -      2505.2    (meters)    8219.     (feet)  VERTCON   
 LN0546  ___________________________________________________________________
 LN0546  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 LN0546  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 LN0546
 LN0546  HORZ ORDER  -  THIRD
 LN0546
 LN0546.The horizontal coordinates were established by classical geodetic methods
 LN0546.and adjusted by the National Geodetic Survey in January 1993..
 LN0546
 LN0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0546
 LN0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0546
 LN0546.The geoid height was determined by GEOID03.
 LN0546
 LN0546;                    North         East     Units Scale Factor Converg.
 LN0546;SPC CO N     -   386,967.537   653,974.366   MT  0.99996403   -1 58 19.0
 LN0546;SPC CO N     - 1,269,575.99  2,145,580.90   sFT  0.99996403   -1 58 19.0
 LN0546;UTM  12      - 4,434,292.284   708,879.243   MT  1.00013715   +1 34 30.9
 LN0546
 LN0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0546!SPC CO N     -   0.99960971  x   0.99996403  =   0.99957376
 LN0546!UTM  12      -   0.99960971  x   1.00013715  =   0.99974681
 LN0546
 LN0546:                Primary Azimuth Mark                     Grid Az
 LN0546:SPC CO N     -  BELL                                     136 19 34.6
 LN0546:UTM  12      -  BELL                                     132 46 44.7
 LN0546
 LN0546|---------------------------------------------------------------------|
 LN0546| PID    Reference Object                     Distance      Geod. Az  |
 LN0546|                                                           dddmmss.s |
 LN0546| KM0281 BELL                                APPROX.14.5 KM 1342115.6 |
 LN0546|---------------------------------------------------------------------|
 LN0546
 LN0546                          SUPERSEDED SURVEY CONTROL
 LN0546
 LN0546  NAD 83(1986)-  40 01 58.82868(N)    108 33 06.84590(W) AD(       ) 3
 LN0546  NAD 27      -  40 01 58.92713(N)    108 33 04.50077(W) AD(       ) 3
 LN0546  NGVD 29 (07/19/86) 2503.8    (m)         8215.     (f) VERT ANG       
 LN0546
 LN0546.Superseded values are not recommended for survey control.
 LN0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0546.See file dsdata.txt to determine how the superseded data were derived.
 LN0546
 LN0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK0887934292(NAD 83)
 LN0546_MARKER: DD = SURVEY DISK
 LN0546_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 LN0546_SP_SET: OBJECT DRIVEN INTO GROUND
 LN0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0546
 LN0546  HISTORY     - Date     Condition        Report By
 LN0546  HISTORY     - 1950     MONUMENTED       USGS
 LN0546
 LN0546                          STATION DESCRIPTION
 LN0546
 LN0546'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 LN0546'LOCATED ABOUT 15 MI. (AIRLINE) W. OF PICEANCE CREEK AND ABOUT 11 MI.
 LN0546'(AIRLINE) S. OF WHITE RIVER.
 LN0546'
 LN0546'TO REACH FROM RIFLE P.O., GO N. ON STATE HIGHWAY 13 18.1 MI. TO RIO
 LN0546'BLANCO STORE AND PICEANCE CREEK ROAD ON LEFT, TURN LEFT ON PICEANCE
 LN0546'CREEK ROAD, GO 26.9 MI. TO RYANS GULCH ROAD ON LEFT, TURN LEFT (W.)
 LN0546'GO 5.8 MI. TO SCHOOLHOUSE AND RD. FORK, TAKE RIGHT FORK 1.2 MI. TO RD.
 LN0546'FORK, TAKE LEFT FORK 2.4 MI. TO FARM, TURN LEFT GO THROUGH FARM YARD
 LN0546'AND TWO GATES 0.3 MI. TO RD. FORK, TAKE RIGHT FORK (N.), GO 0.7 MI.
 LN0546'TO STATION BELL ON LEFT, CONTINUE 4.1 MI. TO T-RD. IN DRAIN, TURN
 LN0546'RIGHT (E.), GO 0.5 MI. TO WINDMILL AND GATE, GO THROUGH GATE AND
 LN0546'CONTINUE 0.4 MI. TO Y-RD., TURN LEFT (W.), GO 5.4 MI. TO BEARDS
 LN0546'RANCH, GO LEFT AROUND STEEL GRANARY THROUGH GATE, CONTINUE 0.7 MI.
 LN0546'UP STEEP HILL TO TOP OF RIDGE AND CROSSROAD, TURN RIGHT (N.) 3.3 MI.
 LN0546'TO TOP AND STATION SITE.
 LN0546'
 LN0546'STATION MARK--STANDARD TABLET, SET IN CONCRETE MONUMENT, STAMPED
 LN0546'---BEARD 1950---, PROTRUDING 8 IN. ABOVE GROUND.
 LN0546'
 LN0546'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, SET IN CONCRETE
 LN0546'MONUMENT, STAMPED ---BEARD NO. 1---, 75.10 FT. FROM STATION MARK,
 LN0546'N 37 DEG 13 MIN E.
 LN0546'
 LN0546'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, SET IN CONCRETE
 LN0546'MONUMENT, STAMPED ---BEARD NO. 2---, 50.2 FT. FROM STATION MARK,
 LN0546'S 43 DEG 26 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0559 ***********************************************************************
 HL0559  DESIGNATION -  BEAUTIFUL MOUNTAIN CAIRN
 HL0559  PID         -  HL0559
 HL0559  STATE/COUNTY-  CO/MINERAL
 HL0559  USGS QUAD   -  SOUTH RIVER PEAK (1986)
 HL0559
 HL0559                         *CURRENT SURVEY CONTROL
 HL0559  ___________________________________________________________________
 HL0559* NAD 83(1992)-  37 37 02.09423(N)    106 55 40.02113(W)     ADJUSTED  
 HL0559* NAVD 88     -                                                        
 HL0559  ___________________________________________________________________
 HL0559  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 HL0559  GEOID HEIGHT-         -15.61  (meters)                     GEOID03
 HL0559
 HL0559  HORZ ORDER  -  THIRD
 HL0559
 HL0559.The horizontal coordinates were established by classical geodetic methods
 HL0559.and adjusted by the National Geodetic Survey in January 1993..
 HL0559
 HL0559
 HL0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0559
 HL0559.The geoid height was determined by GEOID03.
 HL0559
 HL0559;                    North         East     Units Scale Factor Converg.
 HL0559;SPC CO S     -   411,262.857   788,357.992   MT  0.99995253   -0 52 32.8
 HL0559;SPC CO S     - 1,349,284.89  2,586,471.18   sFT  0.99995253   -0 52 32.8
 HL0559;UTM  13      - 4,165,096.765   329,861.589   MT  0.99995656   -1 10 37.1
 HL0559
 HL0559                          SUPERSEDED SURVEY CONTROL
 HL0559
 HL0559  NAD 83(1986)-  37 37 02.09008(N)    106 55 40.02389(W) AD(       ) 4
 HL0559  NAD 27      -  37 37 02.07700(N)    106 55 37.86300(W) AD(       ) 3
 HL0559
 HL0559.Superseded values are not recommended for survey control.
 HL0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0559.See file dsdata.txt to determine how the superseded data were derived.
 HL0559
 HL0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB2986265097(NAD 83)
 HL0559_MARKER: 72 = CAIRN
 HL0559
 HL0559  HISTORY     - Date     Condition        Report By
 HL0559  HISTORY     - 1958     FIRST OBSERVED   CGS
 HL0559
 HL0559                          STATION DESCRIPTION
 HL0559
 HL0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 HL0559'STATION IS THE CAIRN ON THE HIGHEST POINT OF THE MOUNTAIN.  IT
 HL0559'IS LOCATED IN THE RIO GRANDE NATIONAL FOREST, ABOUT 17 MILES
 HL0559'WEST-SOUTHWEST OF SOUTH FORK, 11-1/2 MILES SOUTH-SOUTHWEST
 HL0559'OF WAGONWHEEL GAP AND 3-1/4 MILES NORTH OF THE CONTINENTAL
 HL0559'DIVIDE BETWEEN THE HEADWATERS OF GOOSE CREEK AND FISHER CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0703 ***********************************************************************
 JL0703  DESIGNATION -  BEAVER
 JL0703  PID         -  JL0703
 JL0703  STATE/COUNTY-  CO/SAGUACHE
 JL0703  USGS QUAD   -  IRIS NW (1979)
 JL0703
 JL0703                         *CURRENT SURVEY CONTROL
 JL0703  ___________________________________________________________________
 JL0703* NAD 83(1992)-  38 23 19.03588(N)    106 57 33.54155(W)     ADJUSTED  
 JL0703* NAVD 88     -      2889.0    (meters)    9478.     (feet)  VERTCON   
 JL0703  ___________________________________________________________________
 JL0703  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 JL0703  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 JL0703
 JL0703  HORZ ORDER  -  THIRD
 JL0703
 JL0703.The horizontal coordinates were established by classical geodetic methods
 JL0703.and adjusted by the National Geodetic Survey in January 1993..
 JL0703
 JL0703.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0703
 JL0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0703
 JL0703.The geoid height was determined by GEOID03.
 JL0703
 JL0703;                    North         East     Units Scale Factor Converg.
 JL0703;SPC CO S     -   496,911.465   786,911.959   MT  0.99999214   -0 53 42.4
 JL0703;SPC CO S     - 1,630,283.70  2,581,726.99   sFT  0.99999214   -0 53 42.4
 JL0703;UTM  13      - 4,250,752.084   328,881.240   MT  0.99996062   -1 13 01.3
 JL0703
 JL0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0703!SPC CO S     -   0.99954915  x   0.99999214  =   0.99954129
 JL0703!UTM  13      -   0.99954915  x   0.99996062  =   0.99950978
 JL0703
 JL0703                          SUPERSEDED SURVEY CONTROL
 JL0703
 JL0703  NAD 83(1986)-  38 23 19.03398(N)    106 57 33.55051(W) AD(       ) 3
 JL0703  NAD 27      -  38 23 19.06038(N)    106 57 31.38768(W) AD(       ) 3
 JL0703  NGVD 29 (07/19/86) 2887.4    (m)         9473.     (f) VERT ANG       
 JL0703
 JL0703.Superseded values are not recommended for survey control.
 JL0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0703.See file dsdata.txt to determine how the superseded data were derived.
 JL0703
 JL0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC2888150752(NAD 83)
 JL0703_MARKER: DD = SURVEY DISK
 JL0703_SETTING: 66 = SET IN ROCK OUTCROP
 JL0703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JL0703
 JL0703  HISTORY     - Date     Condition        Report By
 JL0703  HISTORY     - 1950     MONUMENTED       USGS
 JL0703
 JL0703                          STATION DESCRIPTION
 JL0703
 JL0703'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JL0703'LOCATED ABOUT 11 MI. SW. OF GUNNISON, NEAR HEAD OF SOUTH BEAVER AND
 JL0703'POLE CREEKS, 500 FT. S. OF DRAIN, ON CREST OF RIDGE.
 JL0703'
 JL0703'TO REACH FROM GUNNISON COURTHOUSE, GO W. ON U.S. HIGHWAY 50 4.4 MI.
 JL0703'TO COUNTY RD., TURN LEFT AND GO S. ON COUNTY RD. 3.0 MI. TO RANCH
 JL0703'HOUSE, CONTINUE SW. 1.1 MI. TO RD. FORK, TAKE LEFT FORK AND GO 4.3
 JL0703'MI. TO RD. FORK AT OLD CORRAL, TAKE LEFT FORK FOLLOWING MAIN RD. 2.5
 JL0703'MI. TO SECOND CORRAL, TURN LEFT AND GO E. ACROSS COUNTRY, UP DRAIN,
 JL0703'ABOUT 0.7 MI.  STATION IS 500 FT. S. OF DRAIN, IN ROCK OUTCROP, ON
 JL0703'CREST OF RIDGE.
 JL0703'STATION MARK--STANDARD TABLET STAMPED, BEAVER 1950, SET IN ROCK
 JL0703'OUTCROP.
 JL0703'REFERENCE MARK NO. 1--DRILL HOLE, 25.00 FT. FROM STATION MARK, IN
 JL0703'APPROXIMATE AZIMUTH 230 DEGREES.
 JL0703'
 JL0703'REFERENCE MARK NO. 2--DRILL HOLE, 15.00 FT. FROM STATION MARK,
 JL0703'S 50 DEG E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0474 ***********************************************************************
 JM0474  DESIGNATION -  BEAVER
 JM0474  PID         -  JM0474
 JM0474  STATE/COUNTY-  CO/MESA
 JM0474  USGS QUAD   -  DOLORES POINT NORTH (1985)
 JM0474
 JM0474                         *CURRENT SURVEY CONTROL
 JM0474  ___________________________________________________________________
 JM0474* NAD 83(1992)-  38 41 45.44369(N)    109 01 58.37691(W)     ADJUSTED  
 JM0474* NAVD 88     -      2191.7    (meters)    7191.     (feet)  VERTCON   
 JM0474  ___________________________________________________________________
 JM0474  LAPLACE CORR-           2.48  (seconds)                    DEFLEC99
 JM0474  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 JM0474
 JM0474  HORZ ORDER  -  THIRD
 JM0474
 JM0474.The horizontal coordinates were established by classical geodetic methods
 JM0474.and adjusted by the National Geodetic Survey in November 1997..
 JM0474
 JM0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0474
 JM0474.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0474
 JM0474.The geoid height was determined by GEOID03.
 JM0474
 JM0474;                    North         East     Units Scale Factor Converg.
 JM0474;SPC CO C     -   406,533.099   607,145.001   MT  0.99996075   -2 13 41.3
 JM0474;SPC CO C     - 1,333,767.34  1,991,941.56   sFT  0.99996075   -2 13 41.3
 JM0474;UTM  12      - 4,284,873.798   671,070.155   MT  0.99996039   +1 13 48.4
 JM0474
 JM0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0474!SPC CO C     -   0.99965913  x   0.99996075  =   0.99961989
 JM0474!UTM  12      -   0.99965913  x   0.99996039  =   0.99961953
 JM0474
 JM0474:                Primary Azimuth Mark                     Grid Az
 JM0474:SPC CO C     -  PALISADE ABANDONDED                      076 06 51.0
 JM0474:UTM  12      -  PALISADE ABANDONDED                      072 39 21.3
 JM0474
 JM0474|---------------------------------------------------------------------|
 JM0474| PID    Reference Object                     Distance      Geod. Az  |
 JM0474|                                                           dddmmss.s |
 JM0474| JM0460 PALISADE ABANDONDED                 APPROX. 5.3 KM 0735309.7 |
 JM0474|---------------------------------------------------------------------|
 JM0474
 JM0474                          SUPERSEDED SURVEY CONTROL
 JM0474
 JM0474  NAD 83(1992)-  38 41 45.43777(N)    109 01 58.38241(W) AD(       ) 3
 JM0474  NAD 83(1986)-  38 41 45.43784(N)    109 01 58.37541(W) AD(       ) 3
 JM0474  NAD 27      -  38 41 45.49511(N)    109 01 55.98074(W) AD(       ) 3
 JM0474  NGVD 29 (07/19/86) 2190.5    (m)         7187.     (f) VERT ANG       
 JM0474
 JM0474.Superseded values are not recommended for survey control.
 JM0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0474.See file dsdata.txt to determine how the superseded data were derived.
 JM0474
 JM0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH7107084874(NAD 83)
 JM0474_MARKER: DD = SURVEY DISK
 JM0474_SETTING: 66 = SET IN ROCK OUTCROP
 JM0474_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 JM0474_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0474+STABILITY: POSITION/ELEVATION WELL
 JM0474
 JM0474  HISTORY     - Date     Condition        Report By
 JM0474  HISTORY     - 1947     MONUMENTED       USGS
 JM0474
 JM0474                          STATION DESCRIPTION
 JM0474
 JM0474'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JM0474'STATION IS LOCATED ON A PROMINENT POINT ON THE EASTERNMOST EDGE OF
 JM0474'BEAVER MESA, IN T 15 S, R 104 W, ABOUT 3.2 MI. (AIRLINE) NW. OF TOWN
 JM0474'OF GATEWAY, COLORADO.
 JM0474'
 JM0474'TO REACH STATION FROM POST OFFICE AT GATEWAY, COLORADO, FOLLOW STATE
 JM0474'HIGHWAY 141 SW. 0.6 MI. TO RD. FORK LEADING OFF TO RIGHT AND UP JOHN
 JM0474'BROWN CANYON, TURN RIGHT ON THIS RD. AND CONTINUE UP CANYON ON MAIN
 JM0474'RD. 11.3 MI. TO DIRT RD. TURNING OFF TO RIGHT (N.), FOLLOW THIS RD.
 JM0474'1.3 MI. TO FORK, KEEP LEFT AND CONTINUE 1.8 MI. TO ANOTHER FORK, TAKE
 JM0474'RIGHT FORK AND CONTINUE 3.7 MI. ON MOST TRAVELED RD. TO A FLAT TOP
 JM0474'COVERED WITH SAGE BRUSH AND SCATTERED TIMBER.  FROM THIS POINT PACK
 JM0474'DUE E. 0.4 MI. TO MESA EDGE AND STATION SITE.  A JEEP MAY BE DRIVEN
 JM0474'ACROSS SAGE BRUSH FLAT, BUT IT IS TOO ROUGH FOR ANY OTHER TYPE OF
 JM0474'VEHICLE.
 JM0474'
 JM0474'STATION MARK--STANDARD TABLET, STAMPED ---BEAVER 1947---, AND CEMENTED
 JM0474'IN DRILL HOLE IN OUTCROPPING BEDROCK.
 JM0474'
 JM0474'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---BEAVER
 JM0474'1947---, AND CEMENTED IN DRILL HOLE IN OUTCROPPING BEDROCK, 54.5 FT.
 JM0474'FROM STATION MARK, S 71 DEG 20 MIN W.
 JM0474'
 JM0474'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---BEAVER
 JM0474'1947---, AND CEMENTED IN DRILL HOLE IN OUTCROPPING BEDROCK, 72.9 FT.
 JM0474'FROM STATION MARK, N 05 DEG 37 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1254 ***********************************************************************
 JK1254  DESIGNATION -  BEAVER
 JK1254  PID         -  JK1254
 JK1254  STATE/COUNTY-  CO/FREMONT
 JK1254  USGS QUAD   -  BIG BULL MOUNTAIN (1994)
 JK1254
 JK1254                         *CURRENT SURVEY CONTROL
 JK1254  ___________________________________________________________________
 JK1254* NAD 83(1992)-  38 38 15.01974(N)    105 00 38.17119(W)     ADJUSTED  
 JK1254* NAVD 88     -      2879.0    (meters)    9446.     (feet)  VERTCON   
 JK1254  ___________________________________________________________________
 JK1254  LAPLACE CORR-          -9.51  (seconds)                    DEFLEC99
 JK1254  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 JK1254
 JK1254  HORZ ORDER  -  THIRD
 JK1254
 JK1254.The horizontal coordinates were established by classical geodetic methods
 JK1254.and adjusted by the National Geodetic Survey in January 1993..
 JK1254
 JK1254.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1254
 JK1254.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1254
 JK1254.The geoid height was determined by GEOID03.
 JK1254
 JK1254;                    North         East     Units Scale Factor Converg.
 JK1254;SPC CO C     -   394,184.347   957,010.436   MT  0.99996843   +0 18 31.2
 JK1254;SPC CO C     - 1,293,253.15  3,139,791.74   sFT  0.99996843   +0 18 31.2
 JK1254;UTM  13      - 4,276,551.482   499,077.192   MT  0.99960001   -0 00 23.8
 JK1254
 JK1254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1254!SPC CO C     -   0.99955098  x   0.99996843  =   0.99951942
 JK1254!UTM  13      -   0.99955098  x   0.99960001  =   0.99915117
 JK1254
 JK1254:                Primary Azimuth Mark                     Grid Az
 JK1254:SPC CO C     -  ROUGH                                    105 06 29.4
 JK1254:UTM  13      -  ROUGH                                    105 25 24.4
 JK1254
 JK1254|---------------------------------------------------------------------|
 JK1254| PID    Reference Object                     Distance      Geod. Az  |
 JK1254|                                                           dddmmss.s |
 JK1254| JK1198 ROUGH                               APPROX. 3.4 KM 1052500.6 |
 JK1254|---------------------------------------------------------------------|
 JK1254
 JK1254                          SUPERSEDED SURVEY CONTROL
 JK1254
 JK1254  NAD 83(1986)-  38 38 15.00928(N)    105 00 38.17116(W) AD(       ) 3
 JK1254  NAD 27      -  38 38 15.00296(N)    105 00 36.22285(W) AD(       ) 3
 JK1254  NGVD 29 (07/19/86) 2877.8    (m)         9442.     (f) VERT ANG       
 JK1254
 JK1254.Superseded values are not recommended for survey control.
 JK1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1254.See file dsdata.txt to determine how the superseded data were derived.
 JK1254
 JK1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC9907776551(NAD 83)
 JK1254_MARKER: DP = BASE LINE PIER
 JK1254_SETTING: 66 = SET IN ROCK OUTCROP
 JK1254_SP_SET: SET IN ROCK OUTCROP
 JK1254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK1254+STABILITY: POSITION/ELEVATION WELL
 JK1254
 JK1254  HISTORY     - Date     Condition        Report By
 JK1254  HISTORY     - 1947     MONUMENTED       USGS
 JK1254
 JK1254                          STATION DESCRIPTION
 JK1254
 JK1254'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JK1254'LOCATED IN TELLER COUNTY, T 16 S, R 68 W.  THE STATION IS BEST REACHED
 JK1254'FROM ROSEMONT, COLORADO.  FOLLOW GOLD CAMP ROAD FOR 5.0 MI. W. OF
 JK1254'ROSEMONT TO OLD DIM TRAIL AT POINT OF SHARP CURVE, THEN  7.0 MI. ALONG
 JK1254'TRAIL TO OLD LOG CABIN AT DRAIN FORK AND END OF TRAIL.  THEN FOLLOW
 JK1254'DRAIN APPROXIMATELY 0.5 MI. TO LARGE ROCK EXTENDING OUT INTO DRAIN.
 JK1254'TURN E. AT THIS POINT AND CLIMB TO TOP OF RIDGE AND FOLLOW RIDGE TO
 JK1254'SADDLE 15 FT. N. FROM NATURAL ROCK CAIRN.
 JK1254'
 JK1254'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE MARK, STAMPED
 JK1254'---RM 1--- AND CEMENTED IN ROCK IN PLACE 10.80 FT.,
 JK1254'N 20 DEG 42 MIN E.
 JK1254'
 JK1254'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE MARK STAMPED
 JK1254'---RM 2--- AND CEMENTED IN ROCK IN PLACE 12.90 FT.,
 JK1254'S 70 DEG 52 MIN E.
 JK1254'
 JK1254'STATION MARK--STANDARD BRONZE TABLET CEMENTED IN ROCK IN PLACE AND
 JK1254'STAMPED ---D 1047 BEAVER---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0541 ***********************************************************************
 KJ0541  DESIGNATION -  BEAVER
 KJ0541  PID         -  KJ0541
 KJ0541  STATE/COUNTY-  CO/WASHINGTON
 KJ0541  USGS QUAD   -  WETZEL CREEK (1973)
 KJ0541
 KJ0541                         *CURRENT SURVEY CONTROL
 KJ0541  ___________________________________________________________________
 KJ0541* NAD 83(1992)-  39 51 20.74049(N)    103 40 57.21963(W)     ADJUSTED  
 KJ0541* NAVD 88     -      1446.5    (meters)    4746.     (feet)  VERTCON   
 KJ0541  ___________________________________________________________________
 KJ0541  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 KJ0541  GEOID HEIGHT-         -19.68  (meters)                     GEOID03
 KJ0541
 KJ0541  HORZ ORDER  -  FIRST
 KJ0541
 KJ0541.The horizontal coordinates were established by classical geodetic methods
 KJ0541.and adjusted by the National Geodetic Survey in January 1993..
 KJ0541
 KJ0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0541
 KJ0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0541
 KJ0541.The geoid height was determined by GEOID03.
 KJ0541
 KJ0541;                    North         East     Units Scale Factor Converg.
 KJ0541;SPC CO N     -   364,399.298 1,069,912.080   MT  0.99998046   +1 10 27.5
 KJ0541;SPC CO N     - 1,195,533.36  3,510,203.22   sFT  0.99998046   +1 10 27.5
 KJ0541;UTM  13      - 4,412,578.719   612,694.249   MT  0.99975635   +0 50 39.8
 KJ0541
 KJ0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0541!SPC CO N     -   0.99977620  x   0.99998046  =   0.99975667
 KJ0541!UTM  13      -   0.99977620  x   0.99975635  =   0.99953261
 KJ0541
 KJ0541:                Primary Azimuth Mark                     Grid Az
 KJ0541:SPC CO N     -  BEAVER AZ MK                             078 09 22.7
 KJ0541:UTM  13      -  BEAVER AZ MK                             078 29 10.4
 KJ0541
 KJ0541|---------------------------------------------------------------------|
 KJ0541| PID    Reference Object                     Distance      Geod. Az  |
 KJ0541|                                                           dddmmss.s |
 KJ0541| CP7397 BEAVER AZ MK                                       0791950.2 |
 KJ0541| CP7398 BEAVER RM 1                          40.569 METERS 17727     |
 KJ0541| CP7399 BEAVER RM 2                          45.796 METERS 26334     |
 KJ0541| LL1352 MOUNT MEEKER                                       2853013.9 |
 KJ0541| LL1345 LONGS PEAK                                         2853911.7 |
 KJ0541|---------------------------------------------------------------------|
 KJ0541
 KJ0541                          SUPERSEDED SURVEY CONTROL
 KJ0541
 KJ0541  NAD 83(1986)-  39 51 20.73252(N)    103 40 57.21794(W) AD(       ) 1
 KJ0541  NAD 27      -  39 51 20.78100(N)    103 40 55.40000(W) AD(       ) 1
 KJ0541  NGVD 29 (07/19/86) 1445.8    (m)         4743.     (f) VERT ANG       
 KJ0541
 KJ0541.Superseded values are not recommended for survey control.
 KJ0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0541.See file dsdata.txt to determine how the superseded data were derived.
 KJ0541
 KJ0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFE1269412579(NAD 83)
 KJ0541_MARKER: DS = TRIANGULATION STATION DISK
 KJ0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0541_STAMPING: BEAVER 1934
 KJ0541_MARK LOGO: CGS   
 KJ0541_MAGNETIC: N = NO MAGNETIC MATERIAL
 KJ0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0541+STABILITY: SURFACE MOTION
 KJ0541
 KJ0541  HISTORY     - Date     Condition        Report By
 KJ0541  HISTORY     - 1934     MONUMENTED       CGS
 KJ0541  HISTORY     - 1973     GOOD             USGS
 KJ0541  HISTORY     - 19780418 GOOD             NGS
 KJ0541
 KJ0541                          STATION DESCRIPTION
 KJ0541
 KJ0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 KJ0541'THE STATION IS LOCATED ABOUT 10 MILES SOUTH-SOUTHWEST OF
 KJ0541'WOODROW POST OFFICE ON STATE HIGHWAY 71, AND 4-1/2 MILES
 KJ0541'WEST OF STATE HIGHWAY 71, IN THE NORTHWEST QUARTER SEC. 29,
 KJ0541'T. 2 S., R. 56 W.  IT IS IN PASTURE LAND AND IS ON THE HIGHEST
 KJ0541'POINT OF THE HIGHEST GROUND IN THE IMMEDIATE VICINITY AND
 KJ0541'IS ON LAND OWNED BY EMMA OLSON WHO LIVES SOMEWHERE IN THE
 KJ0541'VICINITY OF DENVER.  THE STATION MARK PROJECTS 4 INCHES
 KJ0541'AND IS ONE-FOURTH MILE SOUTHWEST OF THE RANCH AND BUILDINGS
 KJ0541'OF RICHARD KALOUS.
 KJ0541'
 KJ0541'TO REACH THE STATION FROM WOODROW POST OFFICE ON STATE HIGHWAY
 KJ0541'71, 20 MILES SOUTH OF BRUSH, GO SOUTH ON STATE HIGHWAY 71
 KJ0541'FOR 7.0 MILES TO A GRADED ROAD ON THE RIGHT.  (THERE IS A JOG
 KJ0541'IN STATE HIGHWAY 71 ABOUT 100 YARDS SOUTH OF THIS POINT.)
 KJ0541'HERE LEAVE STATE HIGHWAY 71, TURN RIGHT, AND GO WEST ON
 KJ0541'GRADED ROAD FOR 3.0 MILES.  (THERE IS A TELEPHONE LINE ON
 KJ0541'THE SOUTH SIDE OF THE ROAD.) HERE TURN LEFT (SOUTH) AND
 KJ0541'GO 2.0 MILES TO A GRADED CROSS ROAD.  (THERE IS A WHITE
 KJ0541'SCHOOLHOUSE IN THE SOUTHEAST ANGLE OF THIS INTERSECTION)
 KJ0541'HERE TURN RIGHT (WEST) AND FOLLOW GRADED ROAD 1.1 MILES TO
 KJ0541'THE AZIMUTH MARK ON THE RIGHT SIDE OF THE ROAD.  CONTINUE
 KJ0541'WEST 0.4 MILE TO THE END OF THE GRADED ROAD.  (RICHARD
 KJ0541'KALOUS GREEN HOUSE AND RED BUILDINGS ARE ON THE RIGHT
 KJ0541'SIDE OF THE ROAD AT THIS POINT.) CONTINUE WEST UP HILL
 KJ0541'ON TRAIL 0.1 MILE.  THEN TURN LEFT (SOUTH) AND GO 0.1
 KJ0541'MILE TO HIGHEST POINT AND STATION.
 KJ0541'
 KJ0541'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KJ0541'BRONZE DISKS SET AS DESCRIBED.
 KJ0541'
 KJ0541'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION AND PROJECTS
 KJ0541'4 INCHES.
 KJ0541'
 KJ0541'REFERENCE MARK NO. 2 IS WEST OF THE STATION AND PROJECTS 4
 KJ0541'INCHES.
 KJ0541'
 KJ0541'AZIMUTH MARK IS EAST-NORTHEAST OF THE STATION, IN THE
 KJ0541'RIGHT-OF-WAY FENCE ON THE NORTH SIDE OF AN EAST-WEST GRADED
 KJ0541'SECTION-LINE ROAD AND PROJECTS 4 INCHES.
 KJ0541'
 KJ0541'A 20-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 KJ0541
 KJ0541                          STATION RECOVERY (1973)
 KJ0541
 KJ0541'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JTD)
 KJ0541'REVISED ROUTE DESCRIPTION.  TO REACH THE STATION FROM THE
 KJ0541'JUNCTION OF U.S. HWY. 36 AND STATE HWY. 71 IN LAST CHANCE,
 KJ0541'COLO., GO NORTH ON STATE HWY. 71 FOR 8 MILES TO A GRADED T-RD.
 KJ0541'WEST.  THEN WEST ON GRADED ROAD FOR 4.35 MILES TO THE AZIMUTH
 KJ0541'MARK ON THE RIGHT SIDE OF THE ROAD.  CONTINUE ON WEST FOR
 KJ0541'0.25 MILE TO DRIVEWAY NORTH.  (DRIVEWAY LEADS TO THE HOUSE
 KJ0541'OF MR. KALOUS WHOS BROTHER OWNS LAND STATION IS ON.) TURN
 KJ0541'LEFT SOUTH ON A TRACK ROAD FOR 0.15 MILE.  AT THIS POINT
 KJ0541'LEAVE ROAD AND DRIVE WEST ACROSS PASTURE FOR 0.3 MILE TO
 KJ0541'TOP OF RIDGE AND STATION SITE.
 KJ0541
 KJ0541                          STATION RECOVERY (1978)
 KJ0541
 KJ0541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 KJ0541'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE AND
 KJ0541'DIRECTION TO REFERENCE MARKS COMPARED FAVORABLY WITH PREVIOUS DATA.
 KJ0541'STATION AND REFERENCE MARKS ARE ON LAND OWNED BY MR JOHN KALOUS OF
 KJ0541'BRUSH, COLORADO.  THE AZIMUTH MARK IS ON LAND OWNED AND OCCUPIED BY A
 KJ0541'MR. GEORGE KALOUS, BROTHER OF JOHN.  STATION IS REACHED FROM THE POST
 KJ0541'OFFICE IN WOODROW.  GO SOUTH ON STATE HIGHWAY 71 FOR 9.1 MILES (14.6
 KJ0541'KM) TO A GRAVELED ROAD RIGHT.  TURN RIGHT AND GO WEST ON GRAVELED ROAD
 KJ0541'FOR 3.0 MILES (4.8 KM) TO A CROSSROAD, CONTINUE WEST ON ROAD FOR 1.25
 KJ0541'MILES (2.01 KM) TO THE AZIMUTH MARK ON RIGHT, CONTINUE WEST ON ROAD
 KJ0541'FOR 0.25 MILE (0.40 KM) TO A FARM LANE ON RIGHT WHICH LEADS TO GEORGE
 KJ0541'KALOUS FARM HOME AND A WIRE GATE ON LEFT.  TURN LEFT, PASS THROUGH
 KJ0541'GATE, THENCE RIGHT AND CONTINUE WEST ALONG SOUTH SIDE OF FENCE FOR 0.4
 KJ0541'MILE (0.6 KM) TO TOP OF RISE.  TURN LEFT AND GO SOUTH ACROSS COUNTRY
 KJ0541'FOR 0.1 MILE (0.2 KM) TO STATION, AS DESCRIBED.
 KJ0541' 
 KJ0541'STATION IS A STANDARD DISK STAMPED--BEAVER 1934--, SET IN TOP OF A
 KJ0541'SQUARE CONCRETE MONUMENT PROJECTING 8 INCHES, 1.7 FEET (0.5 M)
 KJ0541'NORTH-NORTHWEST OF A METAL WITNESS POST.
 KJ0541' 
 KJ0541'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--BEAVER NO 1 1934--, SET
 KJ0541'IN TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES,
 KJ0541' 
 KJ0541'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--BEAVER NO 2 1934--, SET
 KJ0541'IN TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES.
 KJ0541' 
 KJ0541'AZIMUTH MARK IS A STANDARD DISK STAMPED--BEAVER AZIMUTH 1934--, SET IN
 KJ0541'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES, 46 FEET (14.0
 KJ0541'M) NORTH OF CENTER OF AN EAST-WEST GRAVELED ROAD, 6.2 FEET (1.9 M)
 KJ0541'NORTH OF AN EAST-WEST FENCE LINE AND A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8179 ***********************************************************************
 AA8179  DESIGNATION -  BECHTOLT
 AA8179  PID         -  AA8179
 AA8179  STATE/COUNTY-  CO/ADAMS
 AA8179  USGS QUAD   -  SUNNYDALE (1978)
 AA8179
 AA8179                         *CURRENT SURVEY CONTROL
 AA8179  ___________________________________________________________________
 AA8179* NAD 83(1992)-  39 54 23.03507(N)    104 24 49.80198(W)     ADJUSTED  
 AA8179* NAVD 88     -      1572.7    (meters)    5160.     (feet)  GPS OBS   
 AA8179  ___________________________________________________________________
 AA8179  X           -  -1,219,869.158 (meters)                     COMP
 AA8179  Y           -  -4,746,318.843 (meters)                     COMP
 AA8179  Z           -   4,071,015.788 (meters)                     COMP
 AA8179  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 AA8179  ELLIP HEIGHT-        1554.24  (meters)          (12/03/02) GPS OBS
 AA8179  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 AA8179
 AA8179  HORZ ORDER  -  FIRST
 AA8179  ELLP ORDER  -  FOURTH    CLASS II
 AA8179
 AA8179.The horizontal coordinates were established by GPS observations
 AA8179.and adjusted by the National Geodetic Survey in September 1995..
 AA8179
 AA8179.The orthometric height was determined by GPS observations and a
 AA8179.high-resolution geoid model.
 AA8179
 AA8179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8179
 AA8179.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8179
 AA8179.The ellipsoidal height was determined by GPS observations
 AA8179.and is referenced to NAD 83.
 AA8179
 AA8179.The geoid height was determined by GEOID03.
 AA8179
 AA8179;                    North         East     Units Scale Factor Converg.
 AA8179;SPC CO N     -   368,996.676 1,007,275.599   MT  0.99997480   +0 42 06.5
 AA8179;SPC CO N     - 1,210,616.59  3,304,703.36   sFT  0.99997480   +0 42 06.5
 AA8179;UTM  13      - 4,417,532.890   550,103.371   MT  0.99963090   +0 22 33.8
 AA8179
 AA8179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8179!SPC CO N     -   0.99975623  x   0.99997480  =   0.99973104
 AA8179!UTM  13      -   0.99975623  x   0.99963090  =   0.99938722
 AA8179
 AA8179                          SUPERSEDED SURVEY CONTROL
 AA8179
 AA8179  ELLIP H (09/27/95) 1554.28   (m)                       GP(       ) 1 1
 AA8179
 AA8179.Superseded values are not recommended for survey control.
 AA8179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8179.See file dsdata.txt to determine how the superseded data were derived.
 AA8179
 AA8179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE5010317533(NAD 83)
 AA8179_MARKER: DH = HORIZONTAL CONTROL DISK
 AA8179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8179_STAMPING: BECHTOLT 1995
 AA8179_MARK LOGO: NGS   
 AA8179_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA8179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8179+STABILITY: SURFACE MOTION
 AA8179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8179+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2001
 AA8179
 AA8179  HISTORY     - Date     Condition        Report By
 AA8179  HISTORY     - 1995     MONUMENTED       CODOT
 AA8179  HISTORY     - 19990204 GOOD             JRENG
 AA8179  HISTORY     - 20010407 GOOD             INDIV
 AA8179
 AA8179                          STATION DESCRIPTION
 AA8179
 AA8179'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (KAW)
 AA8179'THE STATION WILL BE USED DURING A GPS PROJECT. THE STATION IS LOCATED
 AA8179'ABOUT 11 MI (17.7 KM) NORTH OF BENNETT AT STATE HIGHWAY 79 MILEPOST
 AA8179'12.4 IN THE NORTHWEST 1/4 OF SECTION 2, T 2 S, R 63 W, 6TH P.M.
 AA8179'OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION (CDOT). TO REACH THE
 AA8179'STATION FROM THE I-70 BENNETT EXIT (EXIT 304), PROCEED NORTH ON STATE
 AA8179'HIGHWAY 79 FOR 1.2 MI (1.9 KM) TO STATE HIGHWAY 36, TURN RIGHT AND
 AA8179'PROCEED EAST ON STATE HIGHWAYS 79 AND 36 FOR 0.25 MI (0.40 KM) TO THE
 AA8179'JUNCTION OF STATE HIGHWAY 79 (ADAMS ST), TURN LEFT ON STATE HIGHWAY 79
 AA8179'AND PROCEED NORTH FOR 11.1 MI (17.9 KM) TO THE STATION ON THE RIGHT.
 AA8179'THE STATION IS A BRASS DISK SET IN A CONCRETE POST SET FLUSH WITH THE
 AA8179'GROUND.  IT IS 35 FT (10.7 M) EAST OF THE CENTER OF STATE HIGHWAY 79,
 AA8179'34 FT (10.4 M) SOUTH OF THE CENTER OF A DRIVEWAY LEADING TO OIL
 AA8179'STORAGE TANKS, 2.0 FT (0.6 M) SOUTH OF A FIBERGLASS CDOT WITNESS POST,
 AA8179'AND 1.9 FT (0.6 M) NORTH OF A FIBERGLASS CDOT WITNESS POST.
 AA8179'DESCRIPTION BY K.A. WILLIAMS
 AA8179
 AA8179                          STATION RECOVERY (1999)
 AA8179
 AA8179'RECOVERY NOTE BY JR ENGINEERING LTD 1999 (TGB)
 AA8179'RECOVERED AS DESCRIBED.
 AA8179
 AA8179                          STATION RECOVERY (2001)
 AA8179
 AA8179'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (EBA)
 AA8179'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0613 ***********************************************************************
 HL0613  DESIGNATION -  BECKER
 HL0613  PID         -  HL0613
 HL0613  STATE/COUNTY-  CO/ARCHULETA
 HL0613  USGS QUAD   -  CARRACAS (1975)
 HL0613
 HL0613                         *CURRENT SURVEY CONTROL
 HL0613  ___________________________________________________________________
 HL0613* NAD 83(1992)-  37 02 06.91997(N)    107 21 59.42231(W)     ADJUSTED  
 HL0613* NAVD 88     -      2022.8    (meters)    6636.     (feet)  VERTCON   
 HL0613  ___________________________________________________________________
 HL0613  LAPLACE CORR-           5.79  (seconds)                    DEFLEC99
 HL0613  GEOID HEIGHT-         -19.48  (meters)                     GEOID03
 HL0613
 HL0613  HORZ ORDER  -  THIRD
 HL0613
 HL0613.The horizontal coordinates were established by classical geodetic methods
 HL0613.and adjusted by the National Geodetic Survey in December 1993..
 HL0613
 HL0613.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0613
 HL0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0613
 HL0613.The geoid height was determined by GEOID03.
 HL0613
 HL0613;                    North         East     Units Scale Factor Converg.
 HL0613;SPC CO S     -   347,367.659   748,341.831   MT  1.00004185   -1 08 41.5
 HL0613;SPC CO S     - 1,139,655.39  2,455,184.82   sFT  1.00004185   -1 08 41.5
 HL0613;UTM  13      - 4,101,402.352   289,518.265   MT  1.00014579   -1 25 33.2
 HL0613
 HL0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0613!SPC CO S     -   0.99968571  x   1.00004185  =   0.99972754
 HL0613!UTM  13      -   0.99968571  x   1.00014579  =   0.99983145
 HL0613
 HL0613:                Primary Azimuth Mark                     Grid Az
 HL0613:SPC CO S     -  ARBOLES                                  178 28 21.8
 HL0613:UTM  13      -  ARBOLES                                  178 45 13.5
 HL0613
 HL0613|---------------------------------------------------------------------|
 HL0613| PID    Reference Object                     Distance      Geod. Az  |
 HL0613|                                                           dddmmss.s |
 HL0613| HL0610 ARBOLES                             APPROX. 3.9 KM 1771940.3 |
 HL0613|---------------------------------------------------------------------|
 HL0613
 HL0613                          SUPERSEDED SURVEY CONTROL
 HL0613
 HL0613  NAD 83(1992)-  37 02 06.92000(N)    107 21 59.42250(W) AD(       ) 3
 HL0613  NAD 83(1986)-  37 02 06.91759(N)    107 21 59.42620(W) AD(       ) 3
 HL0613  NAD 27      -  37 02 06.89906(N)    107 21 57.25974(W) AD(       ) 3
 HL0613  NGVD 29 (07/19/86) 2021.6    (m)         6633.     (f) VERT ANG       
 HL0613
 HL0613.Superseded values are not recommended for survey control.
 HL0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0613.See file dsdata.txt to determine how the superseded data were derived.
 HL0613
 HL0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB8951801402(NAD 83)
 HL0613_MARKER: DG = GRAVITY STATION DISK
 HL0613_SETTING: 80 = SET IN A BOULDER
 HL0613_SP_SET: SET IN DRILL HOLE IN A BOULDER
 HL0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0613+STABILITY: SURFACE MOTION
 HL0613
 HL0613  HISTORY     - Date     Condition        Report By
 HL0613  HISTORY     - 1952     MONUMENTED       USGS
 HL0613
 HL0613                          STATION DESCRIPTION
 HL0613
 HL0613'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 HL0613'STATION IS LOCATED ON A SMALL TOP, ON SPUR RIDGE S. OF THE
 HL0613'CONSPICUOUS SLIDE AREA, ON THE S. SIDE OF SANDOVAL MESA, ABOUT 0.4
 HL0613'MI. W. OF DRAINAGE GOING S. OUT OF THE SLIDE AREA, AND ABOUT 2.1
 HL0613'MI. NW. OF ARBOLES.
 HL0613'
 HL0613'TO REACH STATION FROM ARBOLES, COLORADO, PROCEED E. AND FOLLOW MAIN
 HL0613'TRAVELED RD. ALONG N. SIDE OF SAN JUAN RIVER.  GO 1.9 MI. TO OLD
 HL0613'ROADBED ON LEFT.  MAKE SHARP LEFT TURN AND FOLLOW OLD ROADBED FOR
 HL0613'SHORT DISTANCE TO DRAIN.  END OF TRUCK TRAVEL.  PROCEED UP DRAIN
 HL0613'ABOUT 1000 FT. TO SPUR RIDGE GOING IN GENERAL N-S. DIRECTION.
 HL0613'FOLLOW UP STEEP RIDGE KEEPING NEAR E. SIDE TO HIGH POINT WHERE
 HL0613'SLIDE AREA ON E. BENDS AROUND TO E.  STATION IS LOCATED ABOUT 300
 HL0613'FT. TO THE N. ON A SMALL TOP.  ABOUT A 40 MINUTE WALK.
 HL0613'
 HL0613'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---BECKER 1952---,
 HL0613'CEMENTED IN DRILL HOLE IN A BOULDER ON HIGH POINT OF TOP AND
 HL0613'ABOUT 1.5 FT. ABOVE GROUND LEVEL.
 HL0613'
 HL0613'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1629 ***********************************************************************
 KK1629  DESIGNATION -  BEE
 KK1629  PID         -  KK1629
 KK1629  STATE/COUNTY-  CO/ELBERT
 KK1629  USGS QUAD   -  ELIZABETH (1994)
 KK1629
 KK1629                         *CURRENT SURVEY CONTROL
 KK1629  ___________________________________________________________________
 KK1629* NAD 83(1992)-  39 19 09.98547(N)    104 32 04.99750(W)     ADJUSTED  
 KK1629* NAVD 88     -      2089.     (meters)    6854.     (feet)  SCALED    
 KK1629  ___________________________________________________________________
 KK1629  LAPLACE CORR-          -5.28  (seconds)                    DEFLEC99
 KK1629  GEOID HEIGHT-         -17.61  (meters)                     GEOID03
 KK1629
 KK1629  HORZ ORDER  -  FIRST
 KK1629
 KK1629.The horizontal coordinates were established by classical geodetic methods
 KK1629.and adjusted by the National Geodetic Survey in January 1993..
 KK1629
 KK1629.The orthometric height was scaled from a topographic map.
 KK1629
 KK1629.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1629
 KK1629.The geoid height was determined by GEOID03.
 KK1629
 KK1629;                    North         East     Units Scale Factor Converg.
 KK1629;SPC CO C     -   470,212.606   997,636.842   MT  0.99994315   +0 36 31.6
 KK1629;SPC CO C     - 1,542,689.19  3,273,080.21   sFT  0.99994315   +0 36 31.6
 KK1629;UTM  13      - 4,352,329.392   540,107.579   MT  0.99961981   +0 17 41.4
 KK1629
 KK1629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1629!SPC CO C     -   0.99967512  x   0.99994315  =   0.99961829
 KK1629!UTM  13      -   0.99967512  x   0.99961981  =   0.99929505
 KK1629
 KK1629:                Primary Azimuth Mark                     Grid Az
 KK1629:SPC CO C     -  KIOWA ATT RELAY TOWER                    072 14 01.1
 KK1629:UTM  13      -  KIOWA ATT RELAY TOWER                    072 32 51.3
 KK1629
 KK1629|---------------------------------------------------------------------|
 KK1629| PID    Reference Object                     Distance      Geod. Az  |
 KK1629|                                                           dddmmss.s |
 KK1629| KK1624 KIOWA ATT RELAY TOWER               APPROX.10.1 KM 0725032.7 |
 KK1629| CP7405 BEE RM 1                             10.906 METERS 07359     |
 KK1629| CP7406 BEE RM 2                             11.359 METERS 16427     |
 KK1629| KK1635 ELIZABETH COLO GAS RELAY TOWER      APPROX.14.0 KM 2952130.0 |
 KK1629| KK1634 ELIZABETH COLO ST PATROL MAST       APPROX.13.9 KM 2952747.2 |
 KK1629| KK1630 BEE AZ MK                           APPROX. 1.0 KM 3432622.7 |
 KK1629|---------------------------------------------------------------------|
 KK1629
 KK1629                          SUPERSEDED SURVEY CONTROL
 KK1629
 KK1629  NAD 83(1986)-  39 19 09.97854(N)    104 32 04.99563(W) AD(       ) 1
 KK1629  NAD 27      -  39 19 10.02392(N)    104 32 03.11334(W) AD(       ) 1
 KK1629
 KK1629.Superseded values are not recommended for survey control.
 KK1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1629.See file dsdata.txt to determine how the superseded data were derived.
 KK1629
 KK1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED4010852329(NAD 83)
 KK1629_MARKER: DS = TRIANGULATION STATION DISK
 KK1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1629
 KK1629  HISTORY     - Date     Condition        Report By
 KK1629  HISTORY     - 1960     MONUMENTED       CGS
 KK1629  HISTORY     - 1984     GOOD             LOCENG
 KK1629
 KK1629                          STATION DESCRIPTION
 KK1629
 KK1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KK1629'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF ELIZABETH AND 4
 KK1629'MILES SOUTHWEST OF KIOWA ON THE HIGHEST POINT IN THE VICINITY.  IT
 KK1629'IS IN PASTURELAND AMONG SCATTERED PINES.
 KK1629'
 KK1629'TO REACH THE STATION FROM THE POST OFFICE IN ELIZABETH, GO EAST
 KK1629'ON STATE HIGHWAY 86 FOR 2.4 MILES TO A ROAD RIGHT, TURN RIGHT
 KK1629'AND FOLLOW THE GRAVELED ROAD SOUTH FOR 1.5 MILES, TURN LEFT AND
 KK1629'GO EAST FOR 0.75 MILE, TURN RIGHT AND GO SOUTH FOR 0.7 MILE TO
 KK1629'THE AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTH FOR 0.3 MILE, TURN
 KK1629'LEFT AND GO EAST FOR 0.3 MILE TO A WIRE GATE ON THE RIGHT, GO
 KK1629'THROUGH THE GATE INTO THE PASTURE AND FOLLOW A TRACK ROAD 0.1
 KK1629'MILE TO A FORK, TAKE THE RIGHT FORK AND GO 0.15 MILE TO A
 KK1629'FORK, TAKE THE LEFT FORK AND FOLLOW THE TRACK ROAD 0.25 MILE
 KK1629'TO THE TOP OF THE HILL AND THE STATION.
 KK1629'
 KK1629'THE STATION MARK IS A STANDARD DISK STAMPED BEE 1960, SET IN
 KK1629'A SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND IS 4.6
 KK1629'FEET SOUTH OF A WITNESS POST.
 KK1629'
 KK1629'RM 1 IS A STANDARD DISK STAMPED BEE NO 1 1960, SET IN A SQUARE
 KK1629'CONCRETE MONUMENT THAT PROJECTS 6 INCHES AND IS 35.8 FEET EAST
 KK1629'OF THE WITNESS POST.
 KK1629'
 KK1629'RM 2 IS A STANDARD DISK STAMPED BEE NO 2 1960, SET IN A SQUARE
 KK1629'CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND IS 41.9 FEET SOUTH
 KK1629'OF THE WITNESS POST.
 KK1629'
 KK1629'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BEE 1960, SET IN A
 KK1629'SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 25 FEET
 KK1629'EAST OF THE CENTER OF THE ROAD, 4 FEET SOUTHWEST OF A WITNESS
 KK1629'POST AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.
 KK1629
 KK1629                          STATION RECOVERY (1984)
 KK1629
 KK1629'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (NC)
 KK1629'BEE - 1960 (NEAR S.E. COR. SEC. 27 T8S R64) FOUND BRASS DISK IN
 KK1629'STANDARD CONC. MONUMENT ON HILLTOP.  FOUND REF NO. 1, REF. NO. 2
 KK1629'AND BEE AZIMUTH ALL IN GOOD CONDITION.
 KK1629'
 KK1629'STEEL POST AND SIGN ALONG SIDE STATION AND AZIMUTH MONUMENTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1630 ***********************************************************************
 KK1630  DESIGNATION -  BEE AZ MK
 KK1630  PID         -  KK1630
 KK1630  STATE/COUNTY-  CO/ELBERT
 KK1630  USGS QUAD   -  ELIZABETH (1994)
 KK1630
 KK1630                         *CURRENT SURVEY CONTROL
 KK1630  ___________________________________________________________________
 KK1630* NAD 83(1992)-  39 19 41.52300(N)    104 32 17.07253(W)     ADJUSTED  
 KK1630* NAVD 88     -      2064.     (meters)    6772.     (feet)  SCALED    
 KK1630  ___________________________________________________________________
 KK1630  LAPLACE CORR-          -5.15  (seconds)                    DEFLEC99
 KK1630  GEOID HEIGHT-         -17.60  (meters)                     GEOID03
 KK1630
 KK1630  HORZ ORDER  -  FIRST
 KK1630
 KK1630.The horizontal coordinates were established by classical geodetic methods
 KK1630.and adjusted by the National Geodetic Survey in January 1993..
 KK1630
 KK1630.The orthometric height was scaled from a topographic map.
 KK1630
 KK1630.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1630
 KK1630.The geoid height was determined by GEOID03.
 KK1630
 KK1630;                    North         East     Units Scale Factor Converg.
 KK1630;SPC CO C     -   471,182.026   997,337.328   MT  0.99994375   +0 36 24.0
 KK1630;SPC CO C     - 1,545,869.70  3,272,097.55   sFT  0.99994375   +0 36 24.0
 KK1630;UTM  13      - 4,353,300.124   539,813.477   MT  0.99961952   +0 17 33.9
 KK1630
 KK1630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1630!SPC CO C     -   0.99967904  x   0.99994375  =   0.99962281
 KK1630!UTM  13      -   0.99967904  x   0.99961952  =   0.99929868
 KK1630
 KK1630|---------------------------------------------------------------------|
 KK1630| PID    Reference Object                     Distance      Geod. Az  |
 KK1630|                                                           dddmmss.s |
 KK1630| CP7403 BEE AZIMUTH RM 1                     16.039 METERS 00140     |
 KK1630| KK1629 BEE                                 APPROX. 1.0 KM 1632615.0 |
 KK1630| CP7404 BEE AZIMUTH RM 2                     17.214 METERS 27206     |
 KK1630|---------------------------------------------------------------------|
 KK1630
 KK1630                          SUPERSEDED SURVEY CONTROL
 KK1630
 KK1630  NAD 83(1986)-  39 19 41.51617(N)    104 32 17.07071(W) AD(       ) 1
 KK1630  NAD 27      -  39 19 41.56201(N)    104 32 15.18811(W) AD(       ) 1
 KK1630
 KK1630.Superseded values are not recommended for survey control.
 KK1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1630.See file dsdata.txt to determine how the superseded data were derived.
 KK1630
 KK1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED3981353300(NAD 83)
 KK1630_MARKER: DZ = AZIMUTH MARK DISK
 KK1630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1630
 KK1630  HISTORY     - Date     Condition        Report By
 KK1630  HISTORY     - 1960     MONUMENTED       CGS
 KK1630  HISTORY     - 1961     GOOD             CGS
 KK1630
 KK1630                          STATION DESCRIPTION
 KK1630
 KK1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KK1630'THE STATION IS ABOUT 3-1/2 MILES EAST AND ABOUT 2-1/2 MILES
 KK1630'SOUTH OF ELIZABETH ON THE EAST RIGHT-OF-WAY OF A GRAVELED ROAD.
 KK1630'
 KK1630'TO REACH THE STATION FROM THE POST OFFICE IN ELIZABETH GO EAST
 KK1630'ON STATE HIGHWAY 86 FOR 2.4 MILES TO A SIDE ROAD RIGHT, TURN
 KK1630'RIGHT AND FOLLOW THE GRAVELED ROAD SOUTH, EAST AND SOUTH FOR 3.0
 KK1630'MILES TO THE STATION ON THE LEFT.
 KK1630'
 KK1630'THE STATION, STAMPED BEE 1960, IS AN AZIMUTH MARK DISK SET IN
 KK1630'THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 4
 KK1630'INCHES.  IT IS 25 FEET EAST OF THE CENTER OF THE GRAVELED ROAD,
 KK1630'4 FEET SOUTHWEST OF THE WITNESS POST AND 2 FEET WEST OF A
 KK1630'NORTH-SOUTH FENCE LINE.
 KK1630'
 KK1630'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 KK1630'
 KK1630'BEE TO BEE AZIMUTH IS A MEASURED BASE LINE.
 KK1630
 KK1630                          STATION RECOVERY (1961)
 KK1630
 KK1630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 KK1630'THE STATION WAS RECOVERED AS DESCRIBED.  REFERENCE MARKS WERE
 KK1630'ESTABLISHED.
 KK1630'
 KK1630'THE STATION IS 2 MILES SOUTHWEST OF KIOWA, 2 MILES SOUTHEAST OF
 KK1630'ELIZABETH ALONG THE EAST SIDE OF A DIRT ROAD, IN THE NE 1/4 OF
 KK1630'SECTION 27, T. 8 S., R. 64 W.
 KK1630'
 KK1630'TO REACH THE STATION FROM THE POST OFFICE IN ELIZABETH GO EAST
 KK1630'ON COLORADO STATE HIGHWAY 86 FOR 2.45 MILES TO A SIDE ROAD
 KK1630'RIGHT.  TURN RIGHT AND FOLLOW THE DIRT ROAD SOUTH AND EAST AND
 KK1630'SOUTH FOR 3.1 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 KK1630'
 KK1630'THE STATION IS A STANDARD AZIMUTH MARK DISK SET IN THE TOP OF A
 KK1630'10-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 5 INCHES AND IS
 KK1630'STAMPED BEE 1960.  IT IS 26 FEET EAST OF THE CENTER OF A DIRT
 KK1630'ROAD, 4 FEET SOUTHWEST OF A METAL WITNESS POST AND 2 FEET WEST
 KK1630'OF A NORTH-SOUTH FENCE LINE.
 KK1630'
 KK1630'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 KK1630'12-INCH SQUARE CONCRETE MONUMENT, WHICH IS FLUSH AND IS STAMPED
 KK1630'BEE AZIMUTH R.M. 1 1960.  IT IS 26 FEET EAST OF THE CENTER OF A
 KK1630'DIRT ROAD, 3 FEET EAST OF A WHITE WITNESS POST AND 2 FEET WEST
 KK1630'OF A NORTH-SOUTH FENCE LINE.
 KK1630'
 KK1630'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 KK1630'12-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 3 INCHES AND IS
 KK1630'STAMPED BEE AZIMUTH R.M. 2 1960.  IT IS 33 FEET WEST OF THE CENTER
 KK1630'OF A DIRT ROAD, 3 FEET WEST OF A WHITE WITNESS POST AND 2 FEET
 KK1630'EAST OF A NORTH-SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1577 ***********************************************************************
 KK1577  DESIGNATION -  BEHRENS
 KK1577  PID         -  KK1577
 KK1577  STATE/COUNTY-  CO/ARAPAHOE
 KK1577  USGS QUAD   -  BYERS (1978)
 KK1577
 KK1577                         *CURRENT SURVEY CONTROL
 KK1577  ___________________________________________________________________
 KK1577* NAD 83(1992)-  39 37 45.21592(N)    104 09 29.55836(W)     ADJUSTED  
 KK1577* NAVD 88     -      1655.     (meters)    5430.     (feet)  SCALED    
 KK1577  ___________________________________________________________________
 KK1577  LAPLACE CORR-          -4.62  (seconds)                    DEFLEC99
 KK1577  GEOID HEIGHT-         -18.58  (meters)                     GEOID03
 KK1577
 KK1577  HORZ ORDER  -  FIRST
 KK1577
 KK1577.The horizontal coordinates were established by classical geodetic methods
 KK1577.and adjusted by the National Geodetic Survey in January 1993..
 KK1577
 KK1577.The orthometric height was scaled from a topographic map.
 KK1577
 KK1577.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1577
 KK1577.The geoid height was determined by GEOID03.
 KK1577
 KK1577;                    North         East     Units Scale Factor Converg.
 KK1577;SPC CO C     -   505,013.538 1,029,593.020   MT  0.99997834   +0 50 46.5
 KK1577;SPC CO C     - 1,656,865.25  3,377,923.10   sFT  0.99997834   +0 50 46.5
 KK1577;UTM  13      - 4,386,944.821   572,242.497   MT  0.99966425   +0 32 13.0
 KK1577
 KK1577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1577!SPC CO C     -   0.99974336  x   0.99997834  =   0.99972171
 KK1577!UTM  13      -   0.99974336  x   0.99966425  =   0.99940770
 KK1577
 KK1577:                Primary Azimuth Mark                     Grid Az
 KK1577:SPC CO C     -  TT 17 RTC                                155 21 59.0
 KK1577:UTM  13      -  TT 17 RTC                                155 40 32.5
 KK1577
 KK1577|---------------------------------------------------------------------|
 KK1577| PID    Reference Object                     Distance      Geod. Az  |
 KK1577|                                                           dddmmss.s |
 KK1577| CP7416 TT 17 RTC                                          1561245.5 |
 KK1577| CP7410 BEHRENS RM 1                          9.561 METERS 19637     |
 KK1577| CP7412 BEHRENS RM 3                         11.206 METERS 26406     |
 KK1577| CP7411 BEHRENS RM 2                         13.500 METERS 35002     |
 KK1577|---------------------------------------------------------------------|
 KK1577
 KK1577                          SUPERSEDED SURVEY CONTROL
 KK1577
 KK1577  NAD 83(1986)-  39 37 45.20956(N)    104 09 29.55607(W) AD(       ) 1
 KK1577  NAD 27      -  39 37 45.27987(N)    104 09 27.70141(W) AD(       ) 1
 KK1577
 KK1577.Superseded values are not recommended for survey control.
 KK1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1577.See file dsdata.txt to determine how the superseded data were derived.
 KK1577
 KK1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED7224286945(NAD 83)
 KK1577_MARKER: DS = TRIANGULATION STATION DISK
 KK1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1577
 KK1577  HISTORY     - Date     Condition        Report By
 KK1577  HISTORY     - 1960     MONUMENTED       CGS
 KK1577  HISTORY     - 1977     GOOD             NGS
 KK1577
 KK1577                          STATION DESCRIPTION
 KK1577
 KK1577'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KK1577'STATION IS LOCATED IN THE WEST PORTION OF THE RANCH YARD OF
 KK1577'MR. FLOYD J. BEHRENS, ABOUT 5-3/4 MILES SOUTH AND 3-1/4 MILES
 KK1577'EAST OF BYERS, 5-3/4 MILES WEST AND 3/4 MILE NORTH OF DEER
 KK1577'TRAIL, IN THE SOUTHEAST 1/4 OF SECTION 12, T 5 S, R 61 W.
 KK1577'
 KK1577'REACHED FROM THE POST OFFICE IN BYERS BY GOING EASTERLY AND
 KK1577'SOUTH ON GRAVELED ROAD FOR 2.7 MILES TO A SIDE ROAD LEFT, TURN
 KK1577'LEFT, EAST ON GRAVELED ROAD FOR 3.0 MILES TO A SIDE ROAD RIGHT,
 KK1577'TURN RIGHT, SOUTH, FOR 3.6 MILES TO DRIVEWAY ON THE RIGHT LEADING
 KK1577'TO THE HOME OF MR. BEHRENS (TO REACH THE AZIMUTH MARK FROM HERE,
 KK1577'CONTINUE SOUTH ON GRAVELED ROAD FOR 0.35 MILE TO CROSSROADS AND
 KK1577'THE MARK IN THE NORTHWEST ANGLE OF INTERSECTION), TURN RIGHT
 KK1577'INTO DRIVEWAY FOR 0.1 MILE TO HOUSE, CONTINUE WESTERLY FOR 0.1
 KK1577'MILE TO SOUTHWEST CORNER OF MACHINE SHED AND STATION.
 KK1577'
 KK1577'STATION MARKS ARE STANDARD DISKS, STAMPED BEHRENS 1960.  THE
 KK1577'SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 KK1577'POST PROJECTING 5 INCHES.  IT IS 15 FEET WEST OF THE SOUTHWEST
 KK1577'CORNER OF THE SHED, 9 FEET EAST OF A WIRE FENCE AND 2.7 FEET
 KK1577'SOUTH OF A METAL WITNESS POST.
 KK1577'
 KK1577'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BEHRENS NO 1 1960,
 KK1577'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 KK1577'4 INCHES.  IT IS 39 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 KK1577'THE SHED AND 1 FOOT EAST OF THE FENCE.
 KK1577'
 KK1577'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BEHRENS NO 2 1960,
 KK1577'SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 4
 KK1577'INCHES.  IT IS 23 FEET WEST OF THE NORTHWEST CORNER OF THE SHED
 KK1577'AND 1 FOOT EAST OF THE FENCE.
 KK1577'
 KK1577'DT 17 IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED DT 17
 KK1577'RTC 5421 1953, SET IN THE TOP OF A 6-INCH, SQUARE, CONCRETE POST
 KK1577'PROJECTING 1 FOOT.  IT IS 33 FEET WEST OF THE CENTER OF A
 KK1577'NORTH-SOUTH GRAVELED ROAD, 31 FEET NORTH OF THE CENTER OF AN
 KK1577'EAST-WEST GRAVELED ROAD AND 1.4 FEET NORTH OF A METAL WITNESS
 KK1577'POST.
 KK1577
 KK1577                          STATION RECOVERY (1977)
 KK1577
 KK1577'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KK1577'STATION MARK, REFERENCE MARK NUMBER 2 AND BENCH MARK DT17 (USGS)
 KK1577'(AZ MK) WERE RECOVERED AND ARE IN GOOD CONDITION.  REFERENCE MARK
 KK1577'NUMBER 1 WAS FOUND BUT HAD BEEN HIT BY MACHINERY AND WAS LEANING
 KK1577'OUT OF POSITION.  A NEW REFERENCE MARK, NUMBER 3 WAS ESTABLISHED
 KK1577'AT THIS TIME.
 KK1577'
 KK1577'LAND ON WHICH STATION IS ESTABLISHED IS STILL OWNED AND OCCUPIED
 KK1577'BY MR. FLOYD J. BEHRENS.
 KK1577'
 KK1577'STATION IS REACHED FROM THE POST OFFICE IN BYERS.  GO EAST ON A
 KK1577'SURFACED STREET FOR 0.5 MILE TO THE END OF SURFACED PART OF
 KK1577'STREET AND THE BEGINNING OF GRAVELED ROAD AND COUNTY ROAD
 KK1577'10.  CONTINUE EAST ON COUNTY ROAD 10 FOR 0.4 MILE TO A POINT
 KK1577'WHERE ROAD TURNS TO THE RIGHT.  TURN RIGHT AND GO SOUTH ON COUNTY
 KK1577'ROAD 181 FOR 1.75 MILES TO A ROAD LEFT.  TURN LEFT AND GO EAST
 KK1577'ON ROAD FOR 3.0 MILES TO THE JUNCTION WITH COUNTY ROAD 193.
 KK1577'TURN RIGHT AND GO SOUTH ON COUNTY ROAD 193 FOR 3.55 MILES TO A
 KK1577'FARM LANE ON THE RIGHT.  TURN RIGHT AND GO WEST ON THE LANE
 KK1577'FOR 0.1 MILE TO THE FARM HOME OF MR. BEHRENS.  CONTINUE WEST,
 KK1577'PAST THE SOUTH SIDE OF HOUSE AND BY SOME FARM BUILDINGS FOR
 KK1577'0.1 MILE TO THE SOUTHWEST CORNER OF A LARGE METAL MACHINE SHOP
 KK1577'AND STATION, AS DESCRIBED.
 KK1577'
 KK1577'BENCH MARK DT17 (USGS) (AZMK) IS REACHED FROM THE JUNCTION OF
 KK1577'THE FARM LANE AND COUNTY ROAD 193 MENTIONED ABOVE.  GO SOUTH ON
 KK1577'COUNTY ROAD 193 FOR 0.35 MILE TO THE JUNCTION WITH COUNTY ROAD
 KK1577'34 AND MARK IN THE NORTHWEST ANGLE, AS DESCRIBED.
 KK1577'
 KK1577'STATION IS A STANDARD STATION MARK DISK, STAMPED BEHRENS 1960,
 KK1577'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT
 KK1577'4 INCHES.  MARK IS 37.3 FEET EAST OF A NORTH-SOUTH FENCE LINE,
 KK1577'15 FEET WEST OF THE SOUTHWEST CORNER OF THE METAL MACHINE SHED AND
 KK1577'2.7 FEET SOUTH OF A METAL WITNESS POST.
 KK1577'
 KK1577'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 KK1577'BEHRENS NO 2 1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 KK1577'PROJECTING ABOUT 5 INCHES.  MARK IS 28 FEET EAST OF THE
 KK1577'NORTH-SOUTH FENCE LINE AND 23 FEET WEST OF THE NORTHWEST CORNER
 KK1577'OF THE LARGE METAL MACHINE SHED.
 KK1577'
 KK1577'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK, STAMPED
 KK1577'BEHRENS 1960 NO 3 1977, SET IN THE TOP OF A ROUND CONCRETE
 KK1577'MONUMENT PROJECTING ABOUT 4 INCHES.  MARK IS 1 FOOT EAST OF THE
 KK1577'NORTH-SOUTH FENCE LINE.
 KK1577'
 KK1577'AZIMUTH MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 KK1577'DISK, STAMPED TT17RTC 1953 5451, SET IN THE TOP OF A SQUARE
 KK1577'CONCRETE MONUMENT PROJECTING ABOUT 12 INCHES.  MARK IS 48 FEET
 KK1577'NORTHWEST OF COUNTY ROADS 193 AND 34 INTERSECTION AND 1 FOOT
 KK1577'NORTH OF A METAL WITNESS POST.
 KK1577'
 KK1577'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KK1577'7 MILES SE OF BYERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1905 ***********************************************************************
 KK1905  DESIGNATION -  BELCHER
 KK1905  PID         -  KK1905
 KK1905  STATE/COUNTY-  CO/JEFFERSON
 KK1905  USGS QUAD   -  RALSTON BUTTES (1965)
 KK1905
 KK1905                         *CURRENT SURVEY CONTROL
 KK1905  ___________________________________________________________________
 KK1905* NAD 83(1992)-  39 49 17.85172(N)    105 18 20.62477(W)     ADJUSTED  
 KK1905* NAVD 88     -      2476.5    (meters)    8125.     (feet)  VERTCON   
 KK1905  ___________________________________________________________________
 KK1905  LAPLACE CORR-         -23.39  (seconds)                    DEFLEC99
 KK1905  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 KK1905
 KK1905  HORZ ORDER  -  FIRST
 KK1905
 KK1905.The horizontal coordinates were established by classical geodetic methods
 KK1905.and adjusted by the National Geodetic Survey in January 1993..
 KK1905
 KK1905.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1905
 KK1905.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1905
 KK1905.The geoid height was determined by GEOID03.
 KK1905
 KK1905;                    North         East     Units Scale Factor Converg.
 KK1905;SPC CO C     -   525,542.454   931,034.692   MT  1.00001496   +0 07 21.1
 KK1905;SPC CO C     - 1,724,217.20  3,054,569.65   sFT  1.00001496   +0 07 21.1
 KK1905;UTM  13      - 4,408,004.402   473,835.256   MT  0.99960843   -0 11 44.8
 KK1905
 KK1905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1905!SPC CO C     -   0.99961396  x   1.00001496  =   0.99962892
 KK1905!UTM  13      -   0.99961396  x   0.99960843  =   0.99922255
 KK1905
 KK1905|---------------------------------------------------------------------|
 KK1905| PID    Reference Object                     Distance      Geod. Az  |
 KK1905|                                                           dddmmss.s |
 KK1905| CP7413 BELCHER RM 1                          5.479 METERS 09314     |
 KK1905| KK1784 NORTH                               APPROX. 9.6 KM 1102157.9 |
 KK1905| CP7414 BELCHER RM 2                          7.303 METERS 15714     |
 KK1905| KK1911 CENTENNIAL                          APPROX. 8.9 KM 2104337.1 |
 KK1905|---------------------------------------------------------------------|
 KK1905
 KK1905                          SUPERSEDED SURVEY CONTROL
 KK1905
 KK1905  NAD 83(1986)-  39 49 17.84854(N)    105 18 20.62251(W) AD(       ) 1
 KK1905  NAD 27      -  39 49 17.89482(N)    105 18 18.65658(W) AD(       ) 1
 KK1905  NGVD 29 (07/19/86) 2475.3    (m)         8121.     (f) VERT ANG       
 KK1905
 KK1905.Superseded values are not recommended for survey control.
 KK1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1905.See file dsdata.txt to determine how the superseded data were derived.
 KK1905
 KK1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE7383508004(NAD 83)
 KK1905_MARKER: DS = TRIANGULATION STATION DISK
 KK1905_SETTING: 66 = SET IN ROCK OUTCROP
 KK1905_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KK1905_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1905+STABILITY: POSITION/ELEVATION WELL
 KK1905
 KK1905  HISTORY     - Date     Condition        Report By
 KK1905  HISTORY     - 1977     MONUMENTED       NGS
 KK1905
 KK1905                          STATION DESCRIPTION
 KK1905
 KK1905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1905'THE STATION IS LOCATED ON BELCHER HILL, 6-1/4 MILES SOUTH OF
 KK1905'THE BOULDER COUNTY LINE, 7 MILES NORTHWEST OF GOLDEN, 4-1/2
 KK1905'MILES EAST OF THE GILPIN COUNTY LINE, 3 MILES WEST OF THE EAST
 KK1905'END OF RALSTON RESERVOIR, 1/2 MILE EAST OF WHITE RANCH
 KK1905'PARK, IN THE NORTHWEST QUARTER OF SECTION 2, T 3 S, R 71 W, ON
 KK1905'PROPERTY OF THE JXB RANCH, BOX 18, GOLDEN (PHONE 277-0459).
 KK1905'
 KK1905'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 58 AND
 KK1905'93 IN THE NORTH SECTION OF GOLDEN, GO NORTH ON
 KK1905'ROUTE 93 FOR 1.1 MILES TO A ROAD LEFT.  TURN LEFT, WESTERLY, ON
 KK1905'COUNTY ROUTE 70 (GOLDEN GATE CANYON ROAD) FOR 3.8 MILES TO A
 KK1905'SMALL COUNTY MAINTAINANCE YARD ON THE RIGHT.  CONTINUE ON
 KK1905'ROUTE 70 FOR 0.15 MILE TO A DIRT ROAD RIGHT.  TURN RIGHT,
 KK1905'NORTH, ON CRAWFORD GULCH ROAD FOR 3.9 MILES TO A FARM
 KK1905'CROSSROAD NEAR TOP OF LONG GRADE, AND SIGNS (JXB RANCH),
 KK1905'(WHITE RANCH RARK).  TURN RIGHT, SOUTHEAST, FOR 0.45 MILE TO
 KK1905'TOP OF SLIGHT RISE.  CONTINUE AHEAD FOR 100 YARDS TO A
 KK1905'CLEARING ON THE RIGHT AND A 18-INCH PINE TREE (NO BARK ON
 KK1905'SOUTH SIDE) ON THE LEFT IN A FENCE LINE.  CROSS FENCE AND
 KK1905'PACK UPHILL, NORTHEAST, ALONG EAST SIDE OF BOULDERS FOR
 KK1905'0.1 MILE TO A BENCH.  BEAR RIGHT, EASTERLY, UPHILL FOR
 KK1905'0.15 MILE TO HIGH POINT OF HILL AND STATION.  (THERE IS
 KK1905'ANOTHER OUTCROP ABOUT 25 YARDS TO THE NORTHEAST.
 KK1905'
 KK1905'STATION MARK, STAMPED---BELCHER 1977---, A STANDARD DISK
 KK1905'CEMENTED IN A DRILL HOLE IN A PINNACLE OUTCROP THAT IS 3 X 11
 KK1905'X 10 FEET.  THIS PINNACLE IS THE HIGHEST POINT ON THE
 KK1905'HILL.  THE DISK IS 6 FEET NORTHWEST OF THE SOUTHEAST END OF
 KK1905'THE OUTCROP, 5 FEET SOUTHEAST OF THE NORTHWEST END, AND 18
 KK1905'FEET NORTH OF A 10-INCH PINE TREE SAWED OFF 15 FEET ABOVE
 KK1905'GROUND.
 KK1905'
 KK1905'REFERENCE MARK 1, STAMPED---BELCHER NO 1 1977---, A STANDARD
 KK1905'DISK CEMENTED IN A DRILL HOLE IN A OUTCROP THAT PROJECTS 15
 KK1905'FEET ON THE NORTHEAST SIDE, 6 FEET ON THE SOUTHWEST SIDE.  IT
 KK1905'IS IN THE MIDDLE OF A 1 X 3 FOOT FLAT AREA THAT IS 4 FEET
 KK1905'LOWER THAN THE STATION, 23 FEET NORTH OF THE SAWED OFF PINE
 KK1905'TREE.
 KK1905'
 KK1905'REFERENCE MARK 2, STAMPED---BELCHER NO 2 1977---, A STANDARD
 KK1905'DISK CEMENTED IN A DRILL HOLE IN A IRREGULAR SHAPED PINNACLE
 KK1905'OUTCROP THAT IS 15 FEET HIGH ON THE NORTHEAST SIDE AND 10 FEET
 KK1905'HIGH ON THE WEST SIDE.  THE DISK IS 7 FEET EAST OF THE SAWED
 KK1905'OFF PINE TREE AND 1 FOOT SOUTHWEST OF THE OUTCROP PINNACLE.
 KK1905'
 KK1905'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1 METER.
 KK1905'THIS IS A 15 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0281 ***********************************************************************
 KM0281  DESIGNATION -  BELL
 KM0281  PID         -  KM0281
 KM0281  STATE/COUNTY-  CO/RIO BLANCO
 KM0281  USGS QUAD   -  WOLF RIDGE (1952)
 KM0281
 KM0281                         *CURRENT SURVEY CONTROL
 KM0281  ___________________________________________________________________
 KM0281* NAD 83(1992)-  39 56 30.26191(N)    108 25 50.55652(W)     ADJUSTED  
 KM0281* NAVD 88     -      1990.0    (meters)    6529.     (feet)  VERTCON   
 KM0281  ___________________________________________________________________
 KM0281  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 KM0281  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 KM0281
 KM0281  HORZ ORDER  -  THIRD
 KM0281
 KM0281.The horizontal coordinates were established by classical geodetic methods
 KM0281.and adjusted by the National Geodetic Survey in January 1993..
 KM0281
 KM0281.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0281
 KM0281.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0281
 KM0281.The geoid height was determined by GEOID03.
 KM0281
 KM0281;                    North         East     Units Scale Factor Converg.
 KM0281;SPC CO N     -   376,490.414   663,977.407   MT  0.99997131   -1 53 37.1
 KM0281;SPC CO N     - 1,235,202.30  2,178,399.21   sFT  0.99997131   -1 53 37.1
 KM0281;UTM  12      - 4,424,451.873   719,513.158   MT  1.00019325   +1 39 00.6
 KM0281
 KM0281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0281!SPC CO N     -   0.99969049  x   0.99997131  =   0.99966181
 KM0281!UTM  12      -   0.99969049  x   1.00019325  =   0.99988368
 KM0281
 KM0281:                Primary Azimuth Mark                     Grid Az
 KM0281:SPC CO N     -  T1S R98W SECS 29 32 1/4 COR              142 03 56.5
 KM0281:UTM  12      -  T1S R98W SECS 29 32 1/4 COR              138 31 18.8
 KM0281
 KM0281|---------------------------------------------------------------------|
 KM0281| PID    Reference Object                     Distance      Geod. Az  |
 KM0281|                                                           dddmmss.s |
 KM0281| KM0280 T1S R98W SECS 29 32 1/4 COR         APPROX. 2.1 KM 1401019.4 |
 KM0281|---------------------------------------------------------------------|
 KM0281
 KM0281                          SUPERSEDED SURVEY CONTROL
 KM0281
 KM0281  NAD 83(1986)-  39 56 30.25621(N)    108 25 50.55060(W) AD(       ) 3
 KM0281  NAD 27      -  39 56 30.35563(N)    108 25 48.21951(W) AD(       ) 3
 KM0281  NGVD 29 (07/19/86) 1988.7    (m)         6525.     (f) VERT ANG       
 KM0281
 KM0281.Superseded values are not recommended for survey control.
 KM0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0281.See file dsdata.txt to determine how the superseded data were derived.
 KM0281
 KM0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYK1951324452(NAD 83)
 KM0281_MARKER: DD = SURVEY DISK
 KM0281_SETTING: 0 = UNSPECIFIED SETTING
 KM0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0281
 KM0281  HISTORY     - Date     Condition        Report By
 KM0281  HISTORY     - 1950     MONUMENTED       USGS
 KM0281
 KM0281                          STATION DESCRIPTION
 KM0281
 KM0281'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KM0281'LOCATED ABOUT 8.0 MI. (AIRLINE) W. OF PICEANCE AND RYANS GULCH ROAD
 KM0281'INTERSECTION AND ABOUT 7.0 MI. (AIRLINE) E. OF CATHEDRAL BLUFFS RIDGE,
 KM0281'IN NE. 1/4 SEC. 30, T 1 S, R 98 W, ON BARE FLAT TOP.  WILL NOT SEE N.
 KM0281'VERY FAR.
 KM0281'
 KM0281'TO REACH FROM INTERSECTION OF COLORADO HIGHWAY 13 AND PICEANCE CREEK
 KM0281'ROAD AT RIO BLANCO, COLORADO, PROCEED W. ON PICEANCE CREEK ROAD 26.9
 KM0281'MI. TO RYANS GULCH ROAD, GO W. ON RYANS GULCH ROAD 5.8 MI. TO SCHOOL
 KM0281'HOUSE AND RD. FORK, GO RIGHT (N.) 3.6 MI. TO FARM, PROCEED THROUGH
 KM0281'FARM YARDS AND ALONG RD. 0.3 MI. TO RD. FORK, TURN RIGHT (N.) AND GO
 KM0281'0.7 MI. TO STATION SITE ON TOP OF SMALL HILL, 10 FT. W. OF RD.
 KM0281'
 KM0281'STATION MARK--STANDARD USGS TABLET, CEMENTED IN CONCRETE MONUMENT,
 KM0281'STAMPED ---BELL 1950---, PROTRUDING 4 IN. ABOVE SURFACE OF GROUND,
 KM0281'STAMPED ---VABM 6525---.
 KM0281'
 KM0281'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, CEMENTED IN
 KM0281'CONCRETE MONUMENT, PROTRUDING 4 IN. ABOVE SURFACE OF GROUND, STAMPED
 KM0281'---NO. 1---, 84.40 FT. FROM STATION MARK, N 35 DEG 11 MIN E.
 KM0281'
 KM0281'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, CEMENTED IN
 KM0281'CONCRETE MONUMENT, PROTRUDING 4 IN. ABOVE SURFACE OF GROUND, STAMPED
 KM0281'---NO. 2---, 78.90 FT. FROM STATION MARK, S 37 DEG 02 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2013 ***********************************************************************
 KK2013  DESIGNATION -  BELLEVUE
 KK2013  PID         -  KK2013
 KK2013  STATE/COUNTY-  CO/CLEAR CREEK
 KK2013  USGS QUAD   -  CENTRAL CITY (1972)
 KK2013
 KK2013                         *CURRENT SURVEY CONTROL
 KK2013  ___________________________________________________________________
 KK2013* NAD 83(1992)-  39 45 49.45321(N)    105 32 31.90960(W)     ADJUSTED  
 KK2013* NAVD 88     -      2952.9    (meters)    9688.     (feet)  VERTCON   
 KK2013  ___________________________________________________________________
 KK2013  LAPLACE CORR-         -11.45  (seconds)                    DEFLEC99
 KK2013  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 KK2013
 KK2013  HORZ ORDER  -  THIRD
 KK2013  VERT ORDER  -  THIRD ? (See Below)
 KK2013
 KK2013.The horizontal coordinates were established by classical geodetic methods
 KK2013.and adjusted by the National Geodetic Survey in January 1993..
 KK2013
 KK2013.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2013.The vertical order pertains to the NGVD 29 superseded value.
 KK2013
 KK2013.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2013
 KK2013.The geoid height was determined by GEOID03.
 KK2013
 KK2013;                    North         East     Units Scale Factor Converg.
 KK2013;SPC CO C     -   519,098.058   910,786.057   MT  1.00000275   -0 01 35.8
 KK2013;SPC CO C     - 1,703,074.21  2,988,137.26   sFT  1.00000275   -0 01 35.8
 KK2013;UTM  13      - 4,401,675.425   453,558.978   MT  0.99962655   -0 20 48.5
 KK2013
 KK2013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2013!SPC CO C     -   0.99953901  x   1.00000275  =   0.99954176
 KK2013!UTM  13      -   0.99953901  x   0.99962655  =   0.99916574
 KK2013
 KK2013:                Primary Azimuth Mark                     Grid Az
 KK2013:SPC CO C     -  TURK                                     227 35 06.7
 KK2013:UTM  13      -  TURK                                     227 54 19.4
 KK2013
 KK2013|---------------------------------------------------------------------|
 KK2013| PID    Reference Object                     Distance      Geod. Az  |
 KK2013|                                                           dddmmss.s |
 KK2013| KK2015 TURK                                APPROX. 1.9 KM 2273330.9 |
 KK2013|---------------------------------------------------------------------|
 KK2013
 KK2013                          SUPERSEDED SURVEY CONTROL
 KK2013
 KK2013  NAD 83(1986)-  39 45 49.45220(N)    105 32 31.90834(W) AD(       ) 3
 KK2013  NAD 27      -  39 45 49.49437(N)    105 32 29.91749(W) AD(       ) 3
 KK2013  NGVD 29 (07/19/86) 2951.5    (m)         9683.     (f) LEVELING    3  
 KK2013
 KK2013.Superseded values are not recommended for survey control.
 KK2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2013.See file dsdata.txt to determine how the superseded data were derived.
 KK2013
 KK2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE5355901675(NAD 83)
 KK2013_MARKER: DD = SURVEY DISK
 KK2013_SETTING: 66 = SET IN ROCK OUTCROP
 KK2013_SP_SET: SET IN BEDROCK
 KK2013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK2013+STABILITY: POSITION/ELEVATION WELL
 KK2013
 KK2013  HISTORY     - Date     Condition        Report By
 KK2013  HISTORY     - 1904     MONUMENTED       USGS
 KK2013
 KK2013                          STATION DESCRIPTION
 KK2013
 KK2013'DESCRIBED BY US GEOLOGICAL SURVEY 1904
 KK2013'STATION LOCATED ON BELLEVUE MTN., 1 MI. NW. OF IDAHO SPRINGS.
 KK2013'
 KK2013'STATION MARK--STANDARD TRIANGULATION TABLET CEMENTED IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0544 ***********************************************************************
 HL0544  DESIGNATION -  BELLOWS
 HL0544  PID         -  HL0544
 HL0544  STATE/COUNTY-  CO/MINERAL
 HL0544  USGS QUAD   -  POOL TABLE MOUNTAIN (1967)
 HL0544
 HL0544                         *CURRENT SURVEY CONTROL
 HL0544  ___________________________________________________________________
 HL0544* NAD 83(1992)-  37 49 04.66311(N)    106 42 53.40056(W)     ADJUSTED  
 HL0544* NAVD 88     -      3611.2    (meters)   11848.     (feet)  VERTCON   
 HL0544  ___________________________________________________________________
 HL0544  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 HL0544  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 HL0544
 HL0544  HORZ ORDER  -  THIRD
 HL0544
 HL0544.The horizontal coordinates were established by classical geodetic methods
 HL0544.and adjusted by the National Geodetic Survey in January 1993..
 HL0544
 HL0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0544
 HL0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0544
 HL0544.The geoid height was determined by GEOID03.
 HL0544
 HL0544;                    North         East     Units Scale Factor Converg.
 HL0544;SPC CO S     -   433,271.324   807,445.647   MT  0.99994544   -0 44 42.5
 HL0544;SPC CO S     - 1,421,491.00  2,649,094.59   sFT  0.99994544   -0 44 42.5
 HL0544;UTM  13      - 4,187,003.004   349,065.150   MT  0.99988060   -1 03 06.0
 HL0544
 HL0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0544!SPC CO S     -   0.99943606  x   0.99994544  =   0.99938153
 HL0544!UTM  13      -   0.99943606  x   0.99988060  =   0.99931673
 HL0544
 HL0544:                Primary Azimuth Mark                     Grid Az
 HL0544:SPC CO S     -  HALFMOON                                 328 00 31.6
 HL0544:UTM  13      -  HALFMOON                                 328 18 55.1
 HL0544
 HL0544|---------------------------------------------------------------------|
 HL0544| PID    Reference Object                     Distance      Geod. Az  |
 HL0544|                                                           dddmmss.s |
 HL0544| HL0565 HALFMOON                            APPROX.10.8 KM 3271549.1 |
 HL0544|---------------------------------------------------------------------|
 HL0544
 HL0544                          SUPERSEDED SURVEY CONTROL
 HL0544
 HL0544  NAD 83(1986)-  37 49 04.66026(N)    106 42 53.40607(W) AD(       ) 3
 HL0544  NAD 27      -  37 49 04.65820(N)    106 42 51.25595(W) AD(       ) 3
 HL0544  NGVD 29 (07/19/86) 3609.4    (m)        11842.     (f) VERT ANG       
 HL0544
 HL0544.Superseded values are not recommended for survey control.
 HL0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0544.See file dsdata.txt to determine how the superseded data were derived.
 HL0544
 HL0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB4906587003(NAD 83)
 HL0544_MARKER: DD = SURVEY DISK
 HL0544_SETTING: 66 = SET IN ROCK OUTCROP
 HL0544_SP_SET: SET IN ROCK OUTCROP
 HL0544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0544+STABILITY: POSITION/ELEVATION WELL
 HL0544
 HL0544  HISTORY     - Date     Condition        Report By
 HL0544  HISTORY     - 1956     MONUMENTED       USGS
 HL0544
 HL0544                          STATION DESCRIPTION
 HL0544
 HL0544'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 HL0544'STATION IS LOCATED IN MINERAL COUNTY, 12 -AIR- MI. SE. OF CREEDE,
 HL0544'COLORADO, 6 -AIR- MI. NE. OF THE POST OFFICE AT WAGON WHEEL GAP,
 HL0544'COLORADO, 0.9  MI. E. OF HANSENS SAWMILL ON THE SW. SIDE OF A SPARSLEY
 HL0544'TIMBERED FLAT TOP.
 HL0544'
 HL0544'TO REACH STATION FROM THE POST OFFICE IN CREEDE, COLORADO GO SE. OUT
 HL0544'OF TOWN ON STATE HWY. 149 FOR 7.8 MI. TO GATE IN BELLOWS CREEK RANCH
 HL0544'GO THROUGH GATE AND FOLLOW RD. 0.1 MI. TO RD. FORK, TAKE RIGHT FORK
 HL0544'AND GO 6.4 MI. TO RD. FORK, TAKE LEFT FORK AND GO 1.1 MI. TO HANSENS
 HL0544'SAWMILL, FOLLOW TRACK RD. NE. FROM SAWMILL 1.3 MI. TO RD. FORK, TAKE
 HL0544'RIGHT FORK AND GO 0.4 MI. TO END OF VEHICLE TRAVEL. PACK SW. UP
 HL0544'THROUGH TIMBER AND SPARSLEY TIMBERED TOP TO SW. SIDE OF MOUNTAIN.
 HL0544'STATION IS LOCATED 50 FT. E. OF EDGE.  APPROXIMATELY 1 HR. PACK TRIP
 HL0544'ON FOOT
 HL0544'
 HL0544'STATION MARK - A STANDARD TABLET STAMPED ---BELLOWS 1956--- AND SET IN
 HL0544'SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0788 ***********************************************************************
 KL0788  DESIGNATION -  BELLVIEW
 KL0788  PID         -  KL0788
 KL0788  STATE/COUNTY-  CO/GUNNISON
 KL0788  USGS QUAD   -  SNOWMASS MTN (1987)
 KL0788
 KL0788                         *CURRENT SURVEY CONTROL
 KL0788  ___________________________________________________________________
 KL0788* NAD 83(1992)-  39 00 58.60629(N)    107 01 00.07841(W)     ADJUSTED  
 KL0788* NAVD 88     -      3817.8    (meters)   12526.     (feet)  VERTCON   
 KL0788  ___________________________________________________________________
 KL0788  LAPLACE CORR-           6.89  (seconds)                    DEFLEC99
 KL0788  GEOID HEIGHT-         -13.96  (meters)                     GEOID03
 KL0788
 KL0788  HORZ ORDER  -  THIRD
 KL0788
 KL0788.The horizontal coordinates were established by classical geodetic methods
 KL0788.and adjusted by the National Geodetic Survey in January 1993..
 KL0788
 KL0788.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0788
 KL0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0788
 KL0788.The geoid height was determined by GEOID03.
 KL0788
 KL0788;                    North         East     Units Scale Factor Converg.
 KL0788;SPC CO C     -   437,212.371   783,061.053   MT  0.99993700   -0 57 23.6
 KL0788;SPC CO C     - 1,434,420.92  2,569,092.80   sFT  0.99993700   -0 57 23.6
 KL0788;UTM  13      - 4,320,517.980   325,403.877   MT  0.99997537   -1 16 11.7
 KL0788
 KL0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0788!SPC CO C     -   0.99940354  x   0.99993700  =   0.99934058
 KL0788!UTM  13      -   0.99940354  x   0.99997537  =   0.99937893
 KL0788
 KL0788                          SUPERSEDED SURVEY CONTROL
 KL0788
 KL0788  NAD 83(1986)-  39 00 58.60190(N)    107 01 00.08512(W) AD(       ) 3
 KL0788  NGVD 29 (11/04/91) 3815.8    (m)        12519.     (f) VERT ANG       
 KL0788
 KL0788.Superseded values are not recommended for survey control.
 KL0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0788.See file dsdata.txt to determine how the superseded data were derived.
 KL0788
 KL0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD2540420518(NAD 83)
 KL0788_MARKER: DD = SURVEY DISK
 KL0788_SETTING: 80 = SET IN A BOULDER
 KL0788_SP_SET: PARTIALLY EXPOSED BOULDER
 KL0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0788+STABILITY: SURFACE MOTION
 KL0788
 KL0788  HISTORY     - Date     Condition        Report By
 KL0788  HISTORY     - 1959     MONUMENTED       USGS
 KL0788
 KL0788                          STATION DESCRIPTION
 KL0788
 KL0788'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 KL0788'STATION IS LOCATED ON THE HIGH POINT OF MT. BELLVIEW, 12 AIRLINE MI.
 KL0788'N. OF AND 1 MI. W. OF CRESTED BUTTE, GUNNISON COUNTY, COLORADO.
 KL0788'STATION IS ON THE COUNTY LINE BETWEEN GUNNISON AND PITKIN COUNTIES.
 KL0788'
 KL0788'TO REACH THE STATION FROM THE POST OFFICE IN CRESTED BUTTE, GO 8.6
 KL0788'MI. (NNW.) TO GOTHIC, FROM GOTHIC CONTINUE NNW. 2.7 MI. TO A T-RD.
 KL0788'(NNE.) UP RUSTLER GULCH, TAKE TRACK RD. UP RUSTLER GULCH TO A Y-RD.
 KL0788'(SCHOFIELD PARK --LEFT--, UPPER RUSTLER GULCH --RIGHT--), TAKE LEFT
 KL0788'FORK CONTINUE 1.9 MI. TO START OF SHORT SWITCHBACKS IN RD.  FROM
 KL0788'THIS POINT A FOUR-WHEEL DRIVE VEHICLE MUST BE USED, CONTINUE ABOUT
 KL0788'1.2 MI. UP 19 SWITCHBACKS TO A MINE AND END OF TRUCK TRAVEL.  PACK
 KL0788'W. 50-MINUTES TO HIGH POINT OF MT. BELLVIEW AND STATION.
 KL0788'
 KL0788'STATION MARK--STANDARD TABLET CEMENTED IN BURIED BOULDER, STAMPED
 KL0788'---BELLVIEW 1959---.
 KL0788'
 KL0788'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0242 ***********************************************************************
 KM0242  DESIGNATION -  BELT
 KM0242  PID         -  KM0242
 KM0242  STATE/COUNTY-  CO/RIO BLANCO
 KM0242  USGS QUAD   -  NO NAME RIDGE (1952)
 KM0242
 KM0242                         *CURRENT SURVEY CONTROL
 KM0242  ___________________________________________________________________
 KM0242* NAD 83(1992)-  39 51 03.61547(N)    108 06 20.33629(W)     ADJUSTED  
 KM0242* NAVD 88     -      2405.8    (meters)    7893.     (feet)  VERTCON   
 KM0242  ___________________________________________________________________
 KM0242  LAPLACE CORR-           6.05  (seconds)                    DEFLEC99
 KM0242  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 KM0242
 KM0242  HORZ ORDER  -  THIRD
 KM0242
 KM0242.The horizontal coordinates were established by classical geodetic methods
 KM0242.and adjusted by the National Geodetic Survey in January 1993..
 KM0242
 KM0242.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0242
 KM0242.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0242
 KM0242.The geoid height was determined by GEOID03.
 KM0242
 KM0242;                    North         East     Units Scale Factor Converg.
 KM0242;SPC CO N     -   365,553.341   691,448.879   MT  0.99998104   -1 41 00.9
 KM0242;SPC CO N     - 1,199,319.59  2,268,528.53   sFT  0.99998104   -1 41 00.9
 KM0242;UTM  12      - 4,415,229.940   747,616.108   MT  1.00035490   +1 51 20.2
 KM0242
 KM0242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0242!SPC CO N     -   0.99962524  x   0.99998104  =   0.99960629
 KM0242!UTM  12      -   0.99962524  x   1.00035490  =   0.99998001
 KM0242
 KM0242:                Primary Azimuth Mark                     Grid Az
 KM0242:SPC CO N     -  OLDLAND                                  163 06 38.8
 KM0242:UTM  12      -  OLDLAND                                  159 34 17.7
 KM0242
 KM0242|---------------------------------------------------------------------|
 KM0242| PID    Reference Object                     Distance      Geod. Az  |
 KM0242|                                                           dddmmss.s |
 KM0242| KM0241 OLDLAND                             APPROX. 3.4 KM 1612537.9 |
 KM0242|---------------------------------------------------------------------|
 KM0242
 KM0242                          SUPERSEDED SURVEY CONTROL
 KM0242
 KM0242  NAD 83(1986)-  39 51 03.60945(N)    108 06 20.32964(W) AD(       ) 3
 KM0242  NAD 27      -  39 51 03.70462(N)    108 06 18.04865(W) AD(       ) 3
 KM0242  NGVD 29 (07/19/86) 2404.4    (m)         7888.     (f) VERT ANG       
 KM0242
 KM0242.Superseded values are not recommended for survey control.
 KM0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0242.See file dsdata.txt to determine how the superseded data were derived.
 KM0242
 KM0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYK4761615230(NAD 83)
 KM0242_MARKER: DD = SURVEY DISK
 KM0242_SETTING: 0 = UNSPECIFIED SETTING
 KM0242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0242
 KM0242  HISTORY     - Date     Condition        Report By
 KM0242  HISTORY     - 1950     MONUMENTED       USGS
 KM0242
 KM0242                          STATION DESCRIPTION
 KM0242
 KM0242'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KM0242'STATION LOCATED IN NW. 1/4 SECTION 30, T 2 S, R 95 W.
 KM0242'
 KM0242'TO REACH FROM RIFLE POST OFFICE, GO N. ON STATE HIGHWAY 13 18.1 MI. TO
 KM0242'RIO BLANCO STORE AND PICEANCE CREEK ROAD, TURN LEFT 17.6 MI. TO RD. ON
 KM0242'RIGHT AND SIGN READING ---PRIVATE ROAD  TRAVEL AT OWN RISK  PICEANCE
 KM0242'CREEK UNIT  MAGNOLIA PETROLEUM COMPANY OPERATOR---.  TURN RIGHT (N.)
 KM0242'4.7 MI. TO GROUP OF BUILDINGS ON LEFT, TURN RIGHT (E.) 0.9 MI. TO RD.
 KM0242'ON LEFT, CONTINUE ON MAIN RD. 1.5 MI. TO RD. ON RIGHT TO STEEL TOWER,
 KM0242'THENCE ON MAIN RD. 1.7 MI. TO RD. FORK, THENCE E. AND S. 2.4 MI. TO
 KM0242'POINT WHERE RD. CURVES LEFT (E.), TAKE RD. ON RIGHT (S.) 0.25 MI. TO
 KM0242'RIGHT (S.) TURN IN RD., TURN LEFT (N.) 0.1 MI. TO TOP AND STATION.
 KM0242'
 KM0242'STATION MARK--STANDARD TABLET, STAMPED ---R-BELT 1950 VABM 7888---,
 KM0242'SET IN CONCRETE MONUMENT.
 KM0242'
 KM0242'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0681 ***********************************************************************
 JL0681  DESIGNATION -  BENCH TP
 JL0681  PID         -  JL0681
 JL0681  STATE/COUNTY-  CO/SAGUACHE
 JL0681  USGS QUAD   -  SARGENTS MESA (1967)
 JL0681
 JL0681                         *CURRENT SURVEY CONTROL
 JL0681  ___________________________________________________________________
 JL0681* NAD 83(1992)-  38 19 32.82410(N)    106 28 19.24024(W)     ADJUSTED  
 JL0681* NAVD 88     -      3613.7    (meters)   11856.     (feet)  VERTCON   
 JL0681  ___________________________________________________________________
 JL0681  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 JL0681  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 JL0681
 JL0681  HORZ ORDER  -  THIRD
 JL0681
 JL0681.The horizontal coordinates were established by classical geodetic methods
 JL0681.and adjusted by the National Geodetic Survey in January 1993..
 JL0681
 JL0681.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0681
 JL0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0681
 JL0681.The geoid height was determined by GEOID03.
 JL0681
 JL0681;                    North         East     Units Scale Factor Converg.
 JL0681;SPC CO S     -   489,382.812   829,409.815   MT  0.99998214   -0 35 46.4
 JL0681;SPC CO S     - 1,605,583.44  2,721,155.37   sFT  0.99998214   -0 35 46.4
 JL0681;UTM  13      - 4,242,987.592   371,331.879   MT  0.99980389   -0 54 46.7
 JL0681
 JL0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0681!SPC CO S     -   0.99943560  x   0.99998214  =   0.99941775
 JL0681!UTM  13      -   0.99943560  x   0.99980389  =   0.99923960
 JL0681
 JL0681:                Primary Azimuth Mark                     Grid Az
 JL0681:SPC CO S     -  SARGENTS ET                              024 41 17.8
 JL0681:UTM  13      -  SARGENTS ET                              025 00 18.1
 JL0681
 JL0681|---------------------------------------------------------------------|
 JL0681| PID    Reference Object                     Distance      Geod. Az  |
 JL0681|                                                           dddmmss.s |
 JL0681| JL0683 SARGENTS ET                         APPROX.11.4 KM 0240531.4 |
 JL0681|---------------------------------------------------------------------|
 JL0681
 JL0681                          SUPERSEDED SURVEY CONTROL
 JL0681
 JL0681  NAD 83(1986)-  38 19 32.82413(N)    106 28 19.24824(W) AD(       ) 3
 JL0681  NAD 27      -  38 19 32.85304(N)    106 28 17.13937(W) AD(       ) 3
 JL0681  NGVD 29 (07/19/86) 3611.8    (m)        11850.     (f) VERT ANG       
 JL0681
 JL0681.Superseded values are not recommended for survey control.
 JL0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0681.See file dsdata.txt to determine how the superseded data were derived.
 JL0681
 JL0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC7133242988(NAD 83)
 JL0681_MARKER: X = CHISELED CROSS
 JL0681_SETTING: 66 = SET IN ROCK OUTCROP
 JL0681_SP_SET: SET IN ROCK OUTCROP
 JL0681_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0681+STABILITY: POSITION/ELEVATION WELL
 JL0681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0681+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 JL0681
 JL0681  HISTORY     - Date     Condition        Report By
 JL0681  HISTORY     - 1964     MONUMENTED       USGS
 JL0681  HISTORY     - 20040720 GOOD             USPSQD
 JL0681
 JL0681                          STATION DESCRIPTION
 JL0681
 JL0681'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 JL0681'---STATION WAS REACHED VIA HELICOPTER---
 JL0681'STATION LOCATED 6 MI. W. OF SARGENTS, COLORADO ON THE N. SLOPE OF
 JL0681'BALDY MOUNTAIN APPROX. 1/4 MI. N. OF STATION ---LONG BRANCH---.
 JL0681'
 JL0681'STATION MARK - CHISLED A CROSS ON ROCK OUTCROP.
 JL0681
 JL0681                          STATION RECOVERY (2004)
 JL0681
 JL0681'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 JL0681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0523 ***********************************************************************
 LN0523  DESIGNATION -  BEND
 LN0523  PID         -  LN0523
 LN0523  STATE/COUNTY-  CO/MOFFAT
 LN0523  USGS QUAD   -  NINEMILE HILL (1986)
 LN0523
 LN0523                         *CURRENT SURVEY CONTROL
 LN0523  ___________________________________________________________________
 LN0523* NAD 83(1992)-  40 44 00.06650(N)    108 13 45.65984(W)     ADJUSTED  
 LN0523* NAVD 88     -      2103.6    (meters)    6902.     (feet)  VERTCON   
 LN0523  ___________________________________________________________________
 LN0523  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 LN0523  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 LN0523
 LN0523  HORZ ORDER  -  THIRD
 LN0523
 LN0523.The horizontal coordinates were established by classical geodetic methods
 LN0523.and adjusted by the National Geodetic Survey in January 1997..
 LN0523
 LN0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0523
 LN0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0523
 LN0523.The geoid height was determined by GEOID03.
 LN0523
 LN0523;                    North         East     Units Scale Factor Converg.
 LN0523;SPC CO N     -   463,798.191   683,882.703   MT  0.99999227   -1 45 48.7
 LN0523;SPC CO N     - 1,521,644.56  2,243,705.17   sFT  0.99999227   -1 45 48.7
 LN0523;UTM  12      - 4,512,850.208   733,966.152   MT  1.00027382   +1 48 31.6
 LN0523
 LN0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0523!SPC CO N     -   0.99967263  x   0.99999227  =   0.99966490
 LN0523!UTM  12      -   0.99967263  x   1.00027382  =   0.99994636
 LN0523
 LN0523                          SUPERSEDED SURVEY CONTROL
 LN0523
 LN0523  NAD 83(1992)-  40 44 00.06601(N)    108 13 45.65883(W) AD(       ) 3
 LN0523  NAD 83(1986)-  40 44 00.06418(N)    108 13 45.65574(W) AD(       ) 3
 LN0523  NAD 27      -  40 44 00.17997(N)    108 13 43.32903(W) AD(       ) 3
 LN0523  NGVD 29 (07/19/86) 2102.3    (m)         6897.     (f) VERT ANG       
 LN0523
 LN0523.Superseded values are not recommended for survey control.
 LN0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0523.See file dsdata.txt to determine how the superseded data were derived.
 LN0523
 LN0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYL3396612850(NAD 83)
 LN0523_MARKER: DD = SURVEY DISK
 LN0523_SETTING: 0 = UNSPECIFIED SETTING
 LN0523_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0523
 LN0523  HISTORY     - Date     Condition        Report By
 LN0523  HISTORY     - 1955     MONUMENTED       USGS
 LN0523
 LN0523                          STATION DESCRIPTION
 LN0523
 LN0523'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LN0523'STATION IS LOCATED ON THE NE. END OF A NARROW FLAT TOPPED MESA
 LN0523'OVERLOOKING THE LITTLE SNAKE RIVER TO THE E., ABOUT 13 MI. (AIRLINE)
 LN0523'N. OF SUNBEAM SCHOOL.
 LN0523'
 LN0523'TO REACH STATION FROM SUNBEAM SCHOOLHOUSE, DRIVE NW. ON COUNTY ROAD
 LN0523'318 FOR 29 MI. TO RD. JUNCTION OF COUNTY ROAD 318 AND 10.  TAKE RIGHT
 LN0523'FORK (COUNTY RD 318), CONTINUE 6.9 MI. TO BRIDGE OVER LITTLE SNAKE
 LN0523'RIVER.  AFTER CROSSING BRIDGE TURN SHARP RIGHT AND CONTINUE ON MAIN
 LN0523'TRAVELED RD UP RIVER AND THEN N. OVER SAND HILLS FOR 7.4 MI. TO T-RD.
 LN0523'E., ABOUT 1 MI. N. OF BARN ON W. SIDE OF RD.  TURN RIGHT (E.) AND
 LN0523'CONTINUE FOR 4.4 MI. TO RD. FORK AT TOP OF LONG GRADE.  TAKE LEFT FORK
 LN0523'AND CONTINUE FOR 0.9 MI. TO Y-RD. FORK.  TAKE RIGHT FORK AND CONTINUE
 LN0523'FOR 1.9 MI. UP INTO CEDAR COVERED HILLS TO DIM RD. E. UP OVER SMALL
 LN0523'HILL ON RIGHT.  TURN RIGHT AND FOLLOW DIM RD. OVER SMALL HILL FOR 0.2
 LN0523'MI. TO E. END OF FLAT NARROW MESA TO STATION.
 LN0523'
 LN0523'STATION MARK--STANDARD USGS BRONZE TABLET SET IN A CONCRETE POST
 LN0523'PROJECTING ABOUT 0.2 FT. ABOVE GROUND, STAMPED ---BEND 1955---.
 LN0523'
 LN0523'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0534 ***********************************************************************
 KJ0534  DESIGNATION -  BEND
 KJ0534  PID         -  KJ0534
 KJ0534  STATE/COUNTY-  CO/ELBERT
 KJ0534  USGS QUAD   -  RIVER BEND (1970)
 KJ0534
 KJ0534                         *CURRENT SURVEY CONTROL
 KJ0534  ___________________________________________________________________
 KJ0534* NAD 83(1992)-  39 19 56.21241(N)    103 49 46.53849(W)     ADJUSTED  
 KJ0534* NAVD 88     -      1749.5    (meters)    5740.     (feet)  VERTCON   
 KJ0534  ___________________________________________________________________
 KJ0534  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 KJ0534  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 KJ0534
 KJ0534  HORZ ORDER  -  SECOND
 KJ0534
 KJ0534.The horizontal coordinates were established by classical geodetic methods
 KJ0534.and adjusted by the National Geodetic Survey in January 1993..
 KJ0534
 KJ0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0534
 KJ0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0534
 KJ0534.The geoid height was determined by GEOID03.
 KJ0534
 KJ0534;                    North         East     Units Scale Factor Converg.
 KJ0534;SPC CO C     -   472,519.896 1,058,407.677   MT  0.99994403   +1 03 12.6
 KJ0534;SPC CO C     - 1,550,259.03  3,472,459.19   sFT  0.99994403   +1 03 12.6
 KJ0534;UTM  13      - 4,354,304.307   600,873.168   MT  0.99972528   +0 44 30.8
 KJ0534
 KJ0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0534!SPC CO C     -   0.99972861  x   0.99994403  =   0.99967265
 KJ0534!UTM  13      -   0.99972861  x   0.99972528  =   0.99945396
 KJ0534
 KJ0534:                Primary Azimuth Mark                     Grid Az
 KJ0534:SPC CO C     -  CEDAR                                    029 06 41.6
 KJ0534:UTM  13      -  CEDAR                                    029 25 23.4
 KJ0534
 KJ0534|---------------------------------------------------------------------|
 KJ0534| PID    Reference Object                     Distance      Geod. Az  |
 KJ0534|                                                           dddmmss.s |
 KJ0534| KJ0533 CEDAR                               APPROX. 4.8 KM 0300954.2 |
 KJ0534| CP7420 BEND RM 1                            10.622 METERS 16702     |
 KJ0534| CP7421 BEND RM 2                            11.013 METERS 24306     |
 KJ0534|---------------------------------------------------------------------|
 KJ0534
 KJ0534                          SUPERSEDED SURVEY CONTROL
 KJ0534
 KJ0534  NAD 83(1986)-  39 19 56.20569(N)    103 49 46.53560(W) AD(       ) 2
 KJ0534  NAD 27      -  39 19 56.25457(N)    103 49 44.69948(W) AD(       ) 2
 KJ0534  NGVD 29 (07/19/86) 1748.7    (m)         5737.     (f) VERT ANG       
 KJ0534
 KJ0534.Superseded values are not recommended for survey control.
 KJ0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0534.See file dsdata.txt to determine how the superseded data were derived.
 KJ0534
 KJ0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD0087354304(NAD 83)
 KJ0534_MARKER: Z = SEE DESCRIPTION
 KJ0534_SETTING: 0 = UNSPECIFIED SETTING
 KJ0534
 KJ0534  HISTORY     - Date     Condition        Report By
 KJ0534  HISTORY     - 1970     MONUMENTED       USGS
 KJ0534
 KJ0534                          STATION DESCRIPTION
 KJ0534
 KJ0534'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (WAK)
 KJ0534'STATION IS LOCATED EAST 40 DEGREES NORTH ABOUT 19 MILES AIRLINE
 KJ0534'FROM SIMLA, COLORADO.  WEST 27 DEGREES NORTH ABOUT 8.5 MILES
 KJ0534'AIRLINE FROM LIMON, COLORADO.  ABOUT 1300 FEET NORTHEAST OF THE
 KJ0534'CENTERLINE OF U.S. HIGHWAY 40.  ABOUT 950 FEET SOUTHEAST OF A
 KJ0534'FENCE LINE.  ON THE SOUTHEAST END AND HIGHEST PART OF A ROCKY
 KJ0534'RIDGE.  4.5 FEET SOUTH OF A USGS WITNESS SIGN MOUNTED ON A METAL
 KJ0534'POST.  ON LAND OWNED BY MR. CULBERTSON.
 KJ0534'
 KJ0534'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 40
 KJ0534'AND STATE HIGHWAY 71 SOUTH IN LIMON, COLORADO, PROCEED NORTHWEST
 KJ0534'ON U.S. HIGHWAY 40 FOR 10.3 MILES TO DIRT ROAD EAST.  TURN RIGHT
 KJ0534'(EAST) ON DIRT ROAD FOR 0.55 MILE.  THENCE RIGHT (SOUTHEAST) ON
 KJ0534'FAINT TRACK ROAD FOR 0.25 MILE TO WIRE GATE.  PASS THROUGH GATE,
 KJ0534'CONTINUING ON FAINT TRACK ROAD FOR APPROXIMATELY 0.35
 KJ0534'MILE.  THENCE RIGHT (SOUTHWEST) CROSS COUNTRY FOR APPROXIMATELY
 KJ0534'0.25 MILE TO HIGHEST POINT ON RIDGE AND THE STATION SITE.
 KJ0534'
 KJ0534'STATION MARK IS A USGS BRASS TABLET SOLDERED TO A COPPER COATED
 KJ0534'STEEL ROD CENTERED IN TILE 6 INCHES IN DIAMETER AND 12 INCHES
 KJ0534'LONG FILLED WITH GRAVEL AND SET FLUSH WITH THE GROUND
 KJ0534'SURFACE.  REFERENCE MARKS ARE USGS BRASS TABLETS SET IN
 KJ0534'SANDSTONE OUTCROPS.
 KJ0534'
 KJ0534'STATION MARK IS A ROD DRIVEN 3 FEET TO REFUSAL IN
 KJ0534'SANDSTONE.  TABLET STAMPED BEND ET 1970.
 KJ0534'
 KJ0534'REFERENCE MARK NO. 1 IS SET IN SANDSTONE OUTCROP.  TABLET
 KJ0534'STAMPED BEND ET 1 1970.
 KJ0534'
 KJ0534'REFERENCE MARK NO. 2 IS SET IN SANDSTONE OUTCROP.  TABLET
 KJ0534'STAMPED BEND ET 2 1970.
 KJ0534'
 KJ0534'STATION CEDAR ET 1970 IS VISIBLE FROM THE GROUND AT THIS STATION
 KJ0534'AND WILL SERVE AS THE AZIMUTH MARK.
 KJ0534'
 KJ0534'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8174 ***********************************************************************
 AA8174  DESIGNATION -  BEND
 AA8174  PID         -  AA8174
 AA8174  STATE/COUNTY-  CO/ARAPAHOE
 AA8174  USGS QUAD   -  FITZSIMONS (1994)
 AA8174
 AA8174                         *CURRENT SURVEY CONTROL
 AA8174  ___________________________________________________________________
 AA8174* NAD 83(1992)-  39 37 30.26126(N)    104 49 17.91226(W)     ADJUSTED  
 AA8174* NAVD 88     -      1740.8    (meters)    5711.     (feet)  GPS OBS   
 AA8174  ___________________________________________________________________
 AA8174  X           -  -1,258,766.029 (meters)                     COMP
 AA8174  Y           -  -4,756,961.945 (meters)                     COMP
 AA8174  Z           -   4,047,108.052 (meters)                     COMP
 AA8174  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 AA8174  ELLIP HEIGHT-        1723.44  (meters)          (12/03/02) GPS OBS
 AA8174  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 AA8174
 AA8174  HORZ ORDER  -  FIRST
 AA8174  ELLP ORDER  -  FOURTH    CLASS II
 AA8174
 AA8174.The horizontal coordinates were established by GPS observations
 AA8174.and adjusted by the National Geodetic Survey in September 1995..
 AA8174
 AA8174.The orthometric height was determined by GPS observations and a
 AA8174.high-resolution geoid model.
 AA8174
 AA8174.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8174
 AA8174.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8174
 AA8174.The ellipsoidal height was determined by GPS observations
 AA8174.and is referenced to NAD 83.
 AA8174
 AA8174.The geoid height was determined by GEOID03.
 AA8174
 AA8174;                    North         East     Units Scale Factor Converg.
 AA8174;SPC CO C     -   503,919.084   972,643.138   MT  0.99997767   +0 25 40.2
 AA8174;SPC CO C     - 1,653,274.53  3,191,080.03   sFT  0.99997767   +0 25 40.2
 AA8174;UTM  13      - 4,386,160.486   515,307.503   MT  0.99960288   +0 06 49.5
 AA8174
 AA8174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8174!SPC CO C     -   0.99972969  x   0.99997767  =   0.99970737
 AA8174!UTM  13      -   0.99972969  x   0.99960288  =   0.99933268
 AA8174
 AA8174                          SUPERSEDED SURVEY CONTROL
 AA8174
 AA8174  ELLIP H (09/27/95) 1723.49   (m)                       GP(       ) 1 1
 AA8174
 AA8174.Superseded values are not recommended for survey control.
 AA8174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8174.See file dsdata.txt to determine how the superseded data were derived.
 AA8174
 AA8174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED1530886160(NAD 83)
 AA8174_MARKER: DD = SURVEY DISK
 AA8174_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA8174_STAMPING: BEND 1984
 AA8174_MARK LOGO: NGS   
 AA8174_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AA8174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8174+STABILITY: SURFACE MOTION
 AA8174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8174+SATELLITE: SATELLITE OBSERVATIONS - 1984
 AA8174
 AA8174  HISTORY     - Date     Condition        Report By
 AA8174  HISTORY     - 1984     MONUMENTED       CGS
 AA8174
 AA8174                          STATION DESCRIPTION
 AA8174
 AA8174'DESCRIBED BY COAST AND GEODETIC SURVEY 1984
 AA8174'THE STATION WILL BE USED DURING A GPS PROJECT. THE STATION IS LOCATED
 AA8174'ABOUT 2.9 MI (4.7 KM) SOUTHEAST FROM THE JUNCTION OF INTERSTATE 225
 AA8174'AND PARKER ROAD (STATE HIGHWAY 83) AT SH 83 MILEPOST 67.7 IN THE SOUTH
 AA8174'CENTER OF SECTION 7, T 5 S, R 66 W, 6TH P.M. OWNERSHIP-- COLORADO
 AA8174'DEPARTMENT OF TRANSPORTATION (CDOT). TO REACH THE STATION FROM THE
 AA8174'INTERSECTION OF PARKER ROAD AND EAST BELLEVIEW AVENUE, GO NORTHWEST ON
 AA8174'PARKER ROAD FOR 400' TO THE STATION ON THE RIGHT. THE STATION IS A 3
 AA8174'IN BRASS CAP ON A 2.4 IN DIA. X 30 IN PIPE IN CONCRETE IN A CITY OF
 AA8174'AURORA RANGE BOX PROJECTING 2 IN FROM THE GROUND.  IT IS ABOUT 65 FT
 AA8174'(19.8 M) NORTHEAST OF THE EAST EDGE OF OIL OF NORTH BOUND PARKER ROAD,
 AA8174'58 FT (17.7 M) EAST OF A 9 FT (2.7 M) TALL STAND PIPE, 52.5 FT (16.0
 AA8174'M) SOUTHEAST OF A POWER POLE, 35.6 FT (10.9 M) SOUTHEAST OF A SEWER
 AA8174'MANHOLE, 2.7 FT (0.8 M) SOUTHWEST OF A FENCE CORNER POST, 2.6 FT (0.8
 AA8174'M) SOUTH OF A METAL NGS WITNESS POST AND SIGN, AND 2.2 FT (0.7 M)
 AA8174'NORTH OF A CDOT FIBERGLASS WITNESS POST. DESCRIPTION BY K.A. WILLIAMS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1370 ***********************************************************************
 LL1370  DESIGNATION -  BENNAY
 LL1370  PID         -  LL1370
 LL1370  STATE/COUNTY-  CO/GRAND
 LL1370  USGS QUAD   -  BOWEN MOUNTAIN (1977)
 LL1370
 LL1370                         *CURRENT SURVEY CONTROL
 LL1370  ___________________________________________________________________
 LL1370* NAD 83(1992)-  40 16 31.21672(N)    105 59 44.02735(W)     ADJUSTED  
 LL1370* NAVD 88     -      3588.8    (meters)   11774.     (feet)  VERTCON   
 LL1370  ___________________________________________________________________
 LL1370  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 LL1370  GEOID HEIGHT-         -12.17  (meters)                     GEOID03
 LL1370
 LL1370  HORZ ORDER  -  THIRD
 LL1370
 LL1370.The horizontal coordinates were established by classical geodetic methods
 LL1370.and adjusted by the National Geodetic Survey in January 1993..
 LL1370
 LL1370.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1370
 LL1370.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1370
 LL1370.The geoid height was determined by GEOID03.
 LL1370
 LL1370;                    North         East     Units Scale Factor Converg.
 LL1370;SPC CO N     -   409,509.787   872,256.273   MT  0.99995694   -0 19 12.7
 LL1370;SPC CO N     - 1,343,533.36  2,861,727.46   sFT  0.99995694   -0 19 12.7
 LL1370;UTM  13      - 4,458,793.165   415,360.626   MT  0.99968818   -0 38 37.1
 LL1370
 LL1370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1370!SPC CO N     -   0.99943924  x   0.99995694  =   0.99939620
 LL1370!UTM  13      -   0.99943924  x   0.99968818  =   0.99912759
 LL1370
 LL1370:                Primary Azimuth Mark                     Grid Az
 LL1370:SPC CO N     -  GRAVEL                                   207 55 16.8
 LL1370:UTM  13      -  GRAVEL                                   208 14 41.2
 LL1370
 LL1370|---------------------------------------------------------------------|
 LL1370| PID    Reference Object                     Distance      Geod. Az  |
 LL1370|                                                           dddmmss.s |
 LL1370| LM0573 GRAVEL                              APPROX. 2.3 KM 2073604.1 |
 LL1370|---------------------------------------------------------------------|
 LL1370
 LL1370                          SUPERSEDED SURVEY CONTROL
 LL1370
 LL1370  NAD 83(1986)-  40 16 31.20970(N)    105 59 44.02125(W) AD(       ) 3
 LL1370  NAD 27      -  40 16 31.26028(N)    105 59 41.95848(W) AD(       ) 3
 LL1370  NGVD 29 (07/19/86) 3587.2    (m)        11769.     (f) VERT ANG       
 LL1370
 LL1370.Superseded values are not recommended for survey control.
 LL1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1370.See file dsdata.txt to determine how the superseded data were derived.
 LL1370
 LL1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE1536158793(NAD 83)
 LL1370_MARKER: DD = SURVEY DISK
 LL1370_SETTING: 0 = UNSPECIFIED SETTING
 LL1370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1370
 LL1370  HISTORY     - Date     Condition        Report By
 LL1370  HISTORY     - 1949     MONUMENTED       BOR
 LL1370  HISTORY     - 1953     GOOD             USGS
 LL1370
 LL1370                          STATION DESCRIPTION
 LL1370
 LL1370'DESCRIBED BY US BUREAU OF RECLAMATION 1949
 LL1370'THE STATION IS LOCATED ABOUT 4.5 MI. (AIRLINE) E. AND 5.5 MI.
 LL1370'(AIRLINE) S. OF WILLOW CREEK PASS, WHICH IS ON STATE HIGHWAY 125,
 LL1370'ABOUT 33 MI. S. OF WALDEN, COLORADO, AND ON THE N. END AND HIGHEST
 LL1370'POINT OF BENNAY MTN.
 LL1370'
 LL1370'TO REACH, FOLLOW THE DESCRIPTION TO STATION --GRAVEL--, BUT INSTEAD
 LL1370'OF TURNING S. AT TIMBERLINE, CONTINUE E. UP HILL TO HIGHEST POINT
 LL1370'AND STATION.
 LL1370'
 LL1370'STATION MARK--THE SMALLEST OF TWO BUREAU OF RECLAMATION BRONZE
 LL1370'TABLETS.  THE LARGER TABLET IS 7.5 FT. N. OF THE STATION AND HAS
 LL1370'AN ARROW SCRATCHED ON IT POINTING TO THE STATION.
 LL1370'
 LL1370'REFERENCE MARKS--NONE.
 LL1370
 LL1370                          STATION RECOVERY (1953)
 LL1370
 LL1370'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 LL1370'THE STATION IS LOCATED ABOUT 4.5 MI. (AIRLINE) E. AND 5.5 MI.
 LL1370'(AIRLINE) S. OF WILLOW CREEK PASS, WHICH IS ON STATE HIGHWAY 125,
 LL1370'ABOUT 33 MI. S. OF WALDEN, COLORADO, AND ON THE N. END AND HIGHEST
 LL1370'POINT OF BENNAY MTN.
 LL1370'
 LL1370'TO REACH FOLLOW THE DESCRIPTION TO STATION --GRAVEL--, BUT INSTEAD
 LL1370'OF TURNING S. AT TIMBERLINE, CONTINUE E. UP HILL TO HIGHEST POINT
 LL1370'AND STATION.
 LL1370'
 LL1370'STATION MARK--THE SMALLEST OF TWO BUREAU OF RECLAMATION BRONZE
 LL1370'TABLETS.  THE LARGER TABLET IS 7.5 FT. N. OF THE STATION AND HAS
 LL1370'AN ARROW SCRATCHED ON IT POINTING TO THE STATION.
 LL1370'
 LL1370'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1379 ***********************************************************************
 LL1379  DESIGNATION -  BENNET
 LL1379  PID         -  LL1379
 LL1379  STATE/COUNTY-  CO/LARIMER
 LL1379  USGS QUAD   -  RUSTIC (1962)
 LL1379
 LL1379                         *CURRENT SURVEY CONTROL
 LL1379  ___________________________________________________________________
 LL1379* NAD 83(1992)-  40 38 37.49305(N)    105 33 46.92617(W)     ADJUSTED  
 LL1379* NAVD 88     -      2762.6    (meters)    9064.     (feet)  VERTCON   
 LL1379  ___________________________________________________________________
 LL1379  LAPLACE CORR-         -16.16  (seconds)                    DEFLEC99
 LL1379  GEOID HEIGHT-         -11.96  (meters)                     GEOID03
 LL1379
 LL1379  HORZ ORDER  -  THIRD
 LL1379
 LL1379.The horizontal coordinates were established by classical geodetic methods
 LL1379.and adjusted by the National Geodetic Survey in January 1993..
 LL1379
 LL1379.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1379
 LL1379.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1379
 LL1379.The geoid height was determined by GEOID03.
 LL1379
 LL1379;                    North         East     Units Scale Factor Converg.
 LL1379;SPC CO N     -   450,302.029   909,070.016   MT  0.99998033   -0 02 26.6
 LL1379;SPC CO N     - 1,477,365.91  2,982,507.21   sFT  0.99998033   -0 02 26.6
 LL1379;UTM  13      - 4,499,363.304   452,393.733   MT  0.99962790   -0 22 00.3
 LL1379
 LL1379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1379!SPC CO N     -   0.99956870  x   0.99998033  =   0.99954903
 LL1379!UTM  13      -   0.99956870  x   0.99962790  =   0.99919676
 LL1379
 LL1379|---------------------------------------------------------------------|
 LL1379| PID    Reference Object                     Distance      Geod. Az  |
 LL1379|                                                           dddmmss.s |
 LL1379| CP7428 BENNET RM 1                           5.318 METERS 06258     |
 LL1379| CP7427 BENNET AZ MK                                       1570715.3 |
 LL1379| LL1380 P 63                                  2.093 METERS 19248     |
 LL1379| CP7429 BENNET RM 2                           7.341 METERS 26034     |
 LL1379|---------------------------------------------------------------------|
 LL1379
 LL1379                          SUPERSEDED SURVEY CONTROL
 LL1379
 LL1379  NAD 83(1986)-  40 38 37.48633(N)    105 33 46.93356(W) AD(       ) 3
 LL1379  NAD 27      -  40 38 37.55100(N)    105 33 44.95900(W) AD(       ) 3
 LL1379  NGVD 29 (07/19/86) 2761.4    (m)         9060.     (f) VERT ANG       
 LL1379
 LL1379.Superseded values are not recommended for survey control.
 LL1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1379.See file dsdata.txt to determine how the superseded data were derived.
 LL1379
 LL1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE5239499363(NAD 83)
 LL1379_MARKER: DS = TRIANGULATION STATION DISK
 LL1379_SETTING: 66 = SET IN ROCK OUTCROP
 LL1379
 LL1379  HISTORY     - Date     Condition        Report By
 LL1379  HISTORY     - 1949     MONUMENTED       CGS
 LL1379
 LL1379                          STATION DESCRIPTION
 LL1379
 LL1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LL1379'THE STATION IS LOCATED ABOUT 25 MILES AIRLINE WEST-NORTHWEST
 LL1379'OF FORT COLLINS AND ABOUT 4 MILES AIRLINE SOUTH OF THE CACHE
 LL1379'LA POUDRE RIVER, ON A SOUTHEAST-NORTHWEST RIDGE THAT IS WOODED
 LL1379'ON ALL SIDES WITH OUTCROPPING ROCK ON THE TOP.  THE STATION
 LL1379'MARK PROJECTS 14 INCHES, IS SET ON THE HIGHEST POINT OF
 LL1379'RIDGE AND IS STAMPED, BENNET 1949.
 LL1379'
 LL1379'REFERENCE MARK NO. 1 PROJECTS 1 FOOT, IS ABOUT THE SAME
 LL1379'ELEVATION AS THE STATION MARK AND IS STAMPED, BENNET NO 1 1949.
 LL1379'
 LL1379'REFERENCE MARK NO. 2 PROJECTS 1 FOOT, IS ABOUT THE SAME ELEVATION
 LL1379'AS THE STATION MARK AND IS STAMPED, BENNET NO 2 1949.
 LL1379'
 LL1379'THE AZIMUTH MARK IS SET FLUSH 0.05 MILE SOUTHWEST OF A
 LL1379'DIRT ROAD IN A CLEARING, 30 FEET NORTH OF AN ASPEN GROVE AND
 LL1379'3 FEET SOUTHWEST OF A WHITE WITNESS POST.  IT IS STAMPED,
 LL1379'BENNET 1949.
 LL1379'
 LL1379'THE FOREST SERVICE MARK IS A BRONZE DISK SET IN BEDROCK ABOUT
 LL1379'2 FEET HIGHER THAN THE STATION MARK.  IT PROJECTS 18 INCHES
 LL1379'AND IS STAMPED, AS P 63 1938.
 LL1379'
 LL1379'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287
 LL1379'AND STATE HIGHWAY 14, WHICH IS ABOUT 9.5 MILES NORTH OF
 LL1379'FORT COLLINS, GO WESTERLY ON STATE HIGHWAY 14 FOR 26.35 MILES
 LL1379'TO A ROAD LEFT AT SIGN, SKY RANCH 18 MILES.  TURN LEFT, GO
 LL1379'4.3 MILES TO BENNET CREEK PICNIC GROUNDS.  CONTINUE 2.4 MILES
 LL1379'TO A ROAD RIGHT.  TURN RIGHT, GO 1.7 MILES TO A FORK.  TURN
 LL1379'RIGHT, GO 0.7 MILE TO THE AZIMUTH MARK ON LEFT.  CONTINUE 0.3
 LL1379'MILE TO A TRIANGULAR BLAZED TREE.  TURN RIGHT ON VERY DIM
 LL1379'ROAD ABOUT 100 YARDS TO ANOTHER TRIANGULAR BLAZED TREE.
 LL1379'CONTINUE ABOUT ANOTHER 100 YARDS TO A THIRD TRIANGULAR
 LL1379'BLAZED TREE AND END OF TRUCK TRAVEL.  WALK NORTHERLY UP
 LL1379'STEEP RIDGE TO HIGHEST POINT AND STATION.  A 15-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0577 ***********************************************************************
 HL0577  DESIGNATION -  BENNETT
 HL0577  PID         -  HL0577
 HL0577  STATE/COUNTY-  CO/MINERAL
 HL0577  USGS QUAD   -  BRISTOL HEAD (1986)
 HL0577
 HL0577                         *CURRENT SURVEY CONTROL
 HL0577  ___________________________________________________________________
 HL0577* NAD 83(1992)-  37 51 42.46131(N)    107 04 52.30514(W)     ADJUSTED  
 HL0577* NAVD 88     -      3754.2    (meters)   12317.     (feet)  VERTCON   
 HL0577  ___________________________________________________________________
 HL0577  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 HL0577  GEOID HEIGHT-         -15.29  (meters)                     GEOID03
 HL0577
 HL0577  HORZ ORDER  -  THIRD
 HL0577
 HL0577.The horizontal coordinates were established by classical geodetic methods
 HL0577.and adjusted by the National Geodetic Survey in January 1993..
 HL0577
 HL0577.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0577
 HL0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0577
 HL0577.The geoid height was determined by GEOID03.
 HL0577
 HL0577;                    North         East     Units Scale Factor Converg.
 HL0577;SPC CO S     -   438,618.258   775,275.497   MT  0.99994551   -0 58 11.5
 HL0577;SPC CO S     - 1,439,033.40  2,543,549.69   sFT  0.99994551   -0 58 11.5
 HL0577;UTM  13      - 4,192,522.303   316,924.151   MT  1.00001283   -1 16 39.7
 HL0577
 HL0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0577!SPC CO S     -   0.99941365  x   0.99994551  =   0.99935919
 HL0577!UTM  13      -   0.99941365  x   1.00001283  =   0.99942647
 HL0577
 HL0577:                Primary Azimuth Mark                     Grid Az
 HL0577:SPC CO S     -  BRISTOL HEAD                             164 09 34.2
 HL0577:UTM  13      -  BRISTOL HEAD                             164 28 02.4
 HL0577
 HL0577|---------------------------------------------------------------------|
 HL0577| PID    Reference Object                     Distance      Geod. Az  |
 HL0577|                                                           dddmmss.s |
 HL0577| HL0576 BRISTOL HEAD                        APPROX. 7.9 KM 1631122.7 |
 HL0577|---------------------------------------------------------------------|
 HL0577
 HL0577                          SUPERSEDED SURVEY CONTROL
 HL0577
 HL0577  NAD 83(1986)-  37 51 42.45805(N)    107 04 52.30849(W) AD(       ) 3
 HL0577  NAD 27      -  37 51 42.46234(N)    107 04 50.12956(W) AD(       ) 3
 HL0577  NGVD 29 (07/19/86) 3752.2    (m)        12310.     (f) VERT ANG       
 HL0577
 HL0577.Superseded values are not recommended for survey control.
 HL0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0577.See file dsdata.txt to determine how the superseded data were derived.
 HL0577
 HL0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB1692492522(NAD 83)
 HL0577_MARKER: DD = SURVEY DISK
 HL0577_SETTING: 66 = SET IN ROCK OUTCROP
 HL0577_SP_SET: SET IN ROCK OUTCROP
 HL0577_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0577+STABILITY: POSITION/ELEVATION WELL
 HL0577
 HL0577  HISTORY     - Date     Condition        Report By
 HL0577  HISTORY     - 1956     MONUMENTED       USGS
 HL0577
 HL0577                          STATION DESCRIPTION
 HL0577
 HL0577'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 HL0577'STATION LOCATED IN MINERAL COUNTY APPROX. 8.5 MI. -AIR- W. OF CREEDE,
 HL0577'COLORADO, 16 -AIR- MI. SE. OF LAKE CITY, BETWEEN THE HEADWATERS OF
 HL0577'BENNETT AND BOULDER CREEKS, AT THE SW. END OF TABLE MOUNTAIN.
 HL0577'
 HL0577'TO REACH STATION FROM CREEDE, P.O.,GO SW. OUT OF CREEDE ON STATE
 HL0577'HWY.149 3.0 MI. TO RD. FORK TAKE RIGHT FORK AND GO 1.2 MI. TO MCKENZIE
 HL0577'STOCK DRIVEWAY.  THIS IS THE END OF VEHICLE TRAVEL.  PACK NW. ALONG
 HL0577'MCKENZIE STOCK DRIVEWAY TO CRYSTAL LAKE THEN ON TO TOP OF TABLE
 HL0577'MOUNTAIN, THEN SW. ACROSS OPEN FLAT MESA TO SW. TIP AND STATION.
 HL0577'STATION LOCATED 35 FT. E. OF CLIFF.  APPROX. PACK WITH HORSES 5 HRS.
 HL0577'
 HL0577'STATION MARK - STANDARD TABLET SET IN EMBEDDED ROCK STAMPED
 HL0577'---BENNETT 1956---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1590 ***********************************************************************
 KK1590  DESIGNATION -  BENNETT
 KK1590  PID         -  KK1590
 KK1590  STATE/COUNTY-  CO/ARAPAHOE
 KK1590  USGS QUAD   -  STRASBURG NW (1978)
 KK1590
 KK1590                         *CURRENT SURVEY CONTROL
 KK1590  ___________________________________________________________________
 KK1590* NAD 83(1992)-  39 44 01.80658(N)    104 24 00.62733(W)     ADJUSTED  
 KK1590* NAVD 88     -      1701.     (meters)    5581.     (feet)  SCALED    
 KK1590  ___________________________________________________________________
 KK1590  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 KK1590  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 KK1590
 KK1590  HORZ ORDER  -  THIRD
 KK1590
 KK1590.The horizontal coordinates were established by classical geodetic methods
 KK1590.and adjusted by the National Geodetic Survey in January 1993..
 KK1590
 KK1590.The orthometric height was scaled from a topographic map.
 KK1590
 KK1590.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1590
 KK1590.The geoid height was determined by GEOID03.
 KK1590
 KK1590;                    North         East     Units Scale Factor Converg.
 KK1590;SPC CO C     -   516,347.925 1,008,681.222   MT  0.99999684   +0 41 37.1
 KK1590;SPC CO C     - 1,694,051.48  3,309,314.98   sFT  0.99999684   +0 41 37.1
 KK1590;UTM  13      - 4,398,388.190   551,399.358   MT  0.99963252   +0 23 00.3
 KK1590
 KK1590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1590!SPC CO C     -   0.99973609  x   0.99999684  =   0.99973293
 KK1590!UTM  13      -   0.99973609  x   0.99963252  =   0.99936871
 KK1590
 KK1590:                Primary Azimuth Mark                     Grid Az
 KK1590:SPC CO C     -  WAGNER                                   322 24 20.1
 KK1590:UTM  13      -  WAGNER                                   322 42 56.9
 KK1590
 KK1590|---------------------------------------------------------------------|
 KK1590| PID    Reference Object                     Distance      Geod. Az  |
 KK1590|                                                           dddmmss.s |
 KK1590| KK1596 WAGNER                              APPROX.13.7 KM 3230557.2 |
 KK1590|---------------------------------------------------------------------|
 KK1590
 KK1590                          SUPERSEDED SURVEY CONTROL
 KK1590
 KK1590  NAD 83(1986)-  39 44 01.79259(N)    104 24 00.62627(W) AD(       ) 3
 KK1590  NAD 27      -  39 44 01.83331(N)    104 23 58.79685(W) AD(       ) 3
 KK1590
 KK1590.Superseded values are not recommended for survey control.
 KK1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1590.See file dsdata.txt to determine how the superseded data were derived.
 KK1590
 KK1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED5139998388(NAD 83)
 KK1590
 KK1590  HISTORY     - Date     Condition        Report By
 KK1590  HISTORY     - 1948     MONUMENTED       USGS
 KK1590  HISTORY     - 1955     GOOD             USGS
 KK1590
 KK1590                          STATION DESCRIPTION
 KK1590
 KK1590'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 KK1590'STATION IS LOCATED ON HIGHEST POINT OF RIDGE, 2 MI. (AIRLINE) SE.
 KK1590'FROM BENNETT, COLORADO, 4 MI. (AIRLINE) W. FROM STRASBURG, COLORADO,
 KK1590'0.3 MI. SW. FROM U.S. HIGHWAY NO. 40, AND NEAR CENTER NE. 1/4 OF
 KK1590'SEC. 2, T 4 S, R 63 W.
 KK1590'
 KK1590'TO REACH STATION FROM BENNETT, COLORADO, PROCEED SE. ALONG U.S.
 KK1590'HIGHWAY 40 FOR 2.0 MI. TO FIELD RD. S.  TURN RIGHT (S.) AND CONTINUE
 KK1590'0.2 MI. S. AND 0.2 MI. W. TO STATION.
 KK1590'
 KK1590'MONUMENT RECOVERED, IS STILL INTACT BUT LOOKS AS IF IT HAS
 KK1590'BEEN DISTURBED.
 KK1590'
 KK1590'STATION MARK--STANDARD TABLET, STAMPED ---BENNETT 1948---, SET IN
 KK1590'TOP OF CONCRETE POST, 3 IN. ABOVE GROUND.
 KK1590'
 KK1590'REFERENCE MARK NO. 1--STANDARD TABLET, STAMPED ---BENNETT 1948 NO.
 KK1590'1---, SET IN TOP OF CONCRETE POST, 3 IN. ABOVE GROUND, 85.75 FT.
 KK1590'FROM STATION MARK, N 66 DEG 33 MIN E.
 KK1590'
 KK1590'REFERENCE MARK NO. 2--STANDARD TABLET, STAMPED ---BENNETT 1948 NO.
 KK1590'2---, SET IN TOP OF CONCRETE POST, 3 IN. ABOVE GROUND, 90.80 FT.
 KK1590'FROM STATION MARK, S 29 DEG 30 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1593 ***********************************************************************
 KK1593  DESIGNATION -  BENNETT MILLER GRAIN ELEVATOR
 KK1593  PID         -  KK1593
 KK1593  STATE/COUNTY-  CO/ADAMS
 KK1593  USGS QUAD   -  BENNETT (1975)
 KK1593
 KK1593                         *CURRENT SURVEY CONTROL
 KK1593  ___________________________________________________________________
 KK1593* NAD 83(1992)-  39 45 22.44654(N)    104 25 42.64556(W)     ADJUSTED  
 KK1593* NAVD 88     -                                                        
 KK1593  ___________________________________________________________________
 KK1593  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 KK1593  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 KK1593
 KK1593  HORZ ORDER  -  THIRD
 KK1593
 KK1593.The horizontal coordinates were established by classical geodetic methods
 KK1593.and adjusted by the National Geodetic Survey in January 1993..
 KK1593
 KK1593
 KK1593.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1593
 KK1593.The geoid height was determined by GEOID03.
 KK1593
 KK1593;                    North         East     Units Scale Factor Converg.
 KK1593;SPC CO N     -   352,310.034 1,006,221.992   MT  0.99999385   +0 41 32.4
 KK1593;SPC CO N     - 1,155,870.50  3,301,246.65   sFT  0.99999385   +0 41 32.4
 KK1593;SPC CO C     -   518,805.784 1,006,222.776   MT  1.00000124   +0 40 32.8
 KK1593;SPC CO C     - 1,702,115.31  3,301,249.22   sFT  1.00000124   +0 40 32.8
 KK1593;UTM  13      - 4,400,858.416   548,955.157   MT  0.99962950   +0 21 55.8
 KK1593
 KK1593                          SUPERSEDED SURVEY CONTROL
 KK1593
 KK1593  NAD 83(1986)-  39 45 22.44276(N)    104 25 42.64113(W) AD(       ) 4
 KK1593  NAD 27      -  39 45 22.49708(N)    104 25 40.81167(W) AD(       ) 3
 KK1593
 KK1593.Superseded values are not recommended for survey control.
 KK1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1593.See file dsdata.txt to determine how the superseded data were derived.
 KK1593
 KK1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE4895500858(NAD 83)
 KK1593_MARKER: 65 = GRAIN ELEVATOR
 KK1593
 KK1593  HISTORY     - Date     Condition        Report By
 KK1593  HISTORY     - 1960     FIRST OBSERVED   CGS
 KK1593
 KK1593                          STATION DESCRIPTION
 KK1593
 KK1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KK1593'THE STATION IS LOCATED IN THE SOUTHWEST PART OF BENNETT, JUST
 KK1593'NORTH OF U.S. HIGHWAYS 287, 40 AND 36.  IT IS THE CENTER OF A
 KK1593'LARGE CONCRETE STRUCTURE THAT IS MADE UP OF SEVERAL CYLINDRICAL
 KK1593'CONCRETE SILOS.  IT HAS AN OVERALL HEIGHT OF APPROXIMATELY 100
 KK1593'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1594 ***********************************************************************
 KK1594  DESIGNATION -  BENNETT MUNICIPAL TANK
 KK1594  PID         -  KK1594
 KK1594  STATE/COUNTY-  CO/ADAMS
 KK1594  USGS QUAD   -  BENNETT (1975)
 KK1594
 KK1594                         *CURRENT SURVEY CONTROL
 KK1594  ___________________________________________________________________
 KK1594* NAD 83(1992)-  39 45 28.31151(N)    104 25 46.61414(W)     ADJUSTED  
 KK1594* NAVD 88     -                                                        
 KK1594  ___________________________________________________________________
 KK1594  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 KK1594  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 KK1594
 KK1594  HORZ ORDER  -  THIRD
 KK1594
 KK1594.The horizontal coordinates were established by classical geodetic methods
 KK1594.and adjusted by the National Geodetic Survey in January 1993..
 KK1594
 KK1594
 KK1594.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1594
 KK1594.The geoid height was determined by GEOID03.
 KK1594
 KK1594;                    North         East     Units Scale Factor Converg.
 KK1594;SPC CO N     -   352,489.764 1,006,125.345   MT  0.99999361   +0 41 29.8
 KK1594;SPC CO N     - 1,156,460.17  3,300,929.57   sFT  0.99999361   +0 41 29.8
 KK1594;UTM  13      - 4,401,038.629   548,859.572   MT  0.99962939   +0 21 53.3
 KK1594
 KK1594                          SUPERSEDED SURVEY CONTROL
 KK1594
 KK1594  NAD 83(1986)-  39 45 28.30666(N)    104 25 46.61054(W) AD(       ) 4
 KK1594  NAD 27      -  39 45 28.34646(N)    104 25 44.77053(W) AD(       ) 3
 KK1594
 KK1594.Superseded values are not recommended for survey control.
 KK1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1594.See file dsdata.txt to determine how the superseded data were derived.
 KK1594
 KK1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE4886001039(NAD 83)
 KK1594_MARKER: 53 = ELEVATED TANK
 KK1594_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK1594+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2003
 KK1594
 KK1594  HISTORY     - Date     Condition        Report By
 KK1594  HISTORY     - 1960     FIRST OBSERVED   CGS
 KK1594  HISTORY     - 20030712 GOOD             USPSQD
 KK1594
 KK1594                          STATION DESCRIPTION
 KK1594
 KK1594'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KK1594'THE STATION IS LOCATED NEAR THE CENTER OF BENNETT, 0.1 MILE NORTH
 KK1594'OF U.S. HIGHWAYS 287, 40 AND 36.  IT IS THE CENTER OF A LARGE
 KK1594'METAL TANK THAT IS SUPPORTED BY A 4 LEGGED STEEL STRUCTURE AND IS
 KK1594'PAINTED SILVER.  IT HAS AN OVERALL HEIGHT OF APPROXIMATELY 75
 KK1594'FEET.
 KK1594
 KK1594                          STATION RECOVERY (2003)
 KK1594
 KK1594'RECOVERY NOTE BY US POWER SQUADRON 2003 (KFJ)
 KK1594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0925 ***********************************************************************
 JJ0925  DESIGNATION -  BENT
 JJ0925  PID         -  JJ0925
 JJ0925  STATE/COUNTY-  CO/BENT
 JJ0925  USGS QUAD   -  KREYBILL (1979)
 JJ0925
 JJ0925                         *CURRENT SURVEY CONTROL
 JJ0925  ___________________________________________________________________
 JJ0925* NAD 83(1992)-  38 01 55.79854(N)    103 06 52.98322(W)     ADJUSTED  
 JJ0925* NAVD 88     -      1245.     (meters)    4085.     (feet)  VERTCON   
 JJ0925  ___________________________________________________________________
 JJ0925  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 JJ0925  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 JJ0925
 JJ0925  HORZ ORDER  -  SECOND
 JJ0925
 JJ0925.The horizontal coordinates were established by classical geodetic methods
 JJ0925.and adjusted by the National Geodetic Survey in January 1993..
 JJ0925
 JJ0925.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0925
 JJ0925.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0925
 JJ0925.The geoid height was determined by GEOID03.
 JJ0925
 JJ0925;                    North         East     Units Scale Factor Converg.
 JJ0925;SPC CO S     -   459,023.647 1,123,782.568   MT  0.99995135   +1 27 47.1
 JJ0925;SPC CO S     - 1,505,980.08  3,686,943.31   sFT  0.99995135   +1 27 47.1
 JJ0925;UTM  13      - 4,211,061.407   665,457.700   MT  0.99993718   +1 09 42.5
 JJ0925
 JJ0925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0925!SPC CO S     -   0.99980828  x   0.99995135  =   0.99975964
 JJ0925!UTM  13      -   0.99980828  x   0.99993718  =   0.99974548
 JJ0925
 JJ0925|---------------------------------------------------------------------|
 JJ0925| PID    Reference Object                     Distance      Geod. Az  |
 JJ0925|                                                           dddmmss.s |
 JJ0925| CM8413 BENT RM 1                             7.714 METERS 01805     |
 JJ0925| CM8414 BENT RM 2                             7.670 METERS 09456     |
 JJ0925| CM8412 BENT AZ MK                                         2602121.7 |
 JJ0925| JJ0928 LAS ANIMAS MUNICIPAL TANK           APPROX.11.1 KM 2901148.2 |
 JJ0925| JJ0926 FORT LYON VETERANS HOSP TANK        APPROX. 5.3 KM 3421514.4 |
 JJ0925| JJ0931 FORT LYON VETERANS HOSP STACK       APPROX. 5.1 KM 3452849.0 |
 JJ0925|---------------------------------------------------------------------|
 JJ0925
 JJ0925                          SUPERSEDED SURVEY CONTROL
 JJ0925
 JJ0925  NAD 83(1986)-  38 01 55.78749(N)    103 06 52.97516(W) AD(       ) 2
 JJ0925  NAD 27      -  38 01 55.76169(N)    103 06 51.23499(W) AD(       ) 2
 JJ0925  NGVD 29 (07/19/86) 1244.     (m)         4081.     (f) VERT ANG       
 JJ0925
 JJ0925.Superseded values are not recommended for survey control.
 JJ0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0925.See file dsdata.txt to determine how the superseded data were derived.
 JJ0925
 JJ0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC6545811061(NAD 83)
 JJ0925_MARKER: DB = BENCH MARK DISK
 JJ0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0925
 JJ0925  HISTORY     - Date     Condition        Report By
 JJ0925  HISTORY     - 1949     MONUMENTED       USGS
 JJ0925  HISTORY     - 1954     GOOD             USGS
 JJ0925  HISTORY     - 1954     GOOD             CGS
 JJ0925
 JJ0925                          STATION DESCRIPTION
 JJ0925
 JJ0925'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (WRH)
 JJ0925'THE STATION IS LOCATED AIRLINE, ABOUT 4-1/2 MILES SOUTH OF
 JJ0925'FORT LYON, ABOUT 5-1/2 MILES SOUTHEAST OF LAS ANIMAS AND
 JJ0925'ABOUT 2-1/4 MILES SOUTH OF THE ARKANSAS RIVER ON A SMALL
 JJ0925'KNOLL IN PASTURE LAND.
 JJ0925'
 JJ0925'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 JJ0925'DISK STAMPED BENT 4084 1949 SET IN TOP OF A 5-INCH SQUARE
 JJ0925'CONCRETE MONUMENT WHICH PROJECTS ABOUT 1 INCH ABOVE THE
 JJ0925'GROUND.  IT IS 9 FEET NORTH OF A WHITE WITNESS POST AND ABOUT
 JJ0925'350 FEET NORTHEAST OF A WINDMILL.
 JJ0925'
 JJ0925'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BENT
 JJ0925'USGS NO 1 1954 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JJ0925'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT
 JJ0925'THE SAME ELEVATION AS THE STATION.
 JJ0925'
 JJ0925'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BENT
 JJ0925'USGS NO 2 1954 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JJ0925'WHICH PROJECTS ABOUT 1 INCH ABOVE THE GROUND AND IS ABOUT
 JJ0925'THE SAME ELEVATION AS THE STATION.
 JJ0925'
 JJ0925'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BENT USGS 1954
 JJ0925'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 JJ0925'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS 9 FEET SOUTH OF
 JJ0925'THE CENTER LINE OF A TRACK ROAD.
 JJ0925'
 JJ0925'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY
 JJ0925'101 AND U.S. HIGHWAY 50 IN LAS ANIMAS, GO SOUTH ON STATE
 JJ0925'HIGHWAY 101 FOR 2.6 MILES TO A FORK JUST AFTER CROSSING OVER
 JJ0925'A BRIDGE.  TAKE THE LEFT FORK AND GO EAST ON A DIRT ROAD
 JJ0925'FOR 0.4 MILE.  TAKE THE LEFT FORK AND GO NORTH FOR 0.4 MILE.
 JJ0925'TAKE THE RIGHT FORK AND GO EAST FOR 0.8 MILE TO THE KELLER
 JJ0925'SCHOOL HOUSE.  CONTINUE EAST FOR 1.5 MILES TO A SMALL CANAL
 JJ0925'AND A GATE.  PASS THROUGH THE GATE, KEEPING TO THE LEFT,
 JJ0925'NORTHWEST OF A WINDMILL AND FOLLOW A TRACK ROAD SOUTHERLY
 JJ0925'FOR 1.3 MILES TO A WINDMILL.  GO EAST AND NORTHEAST ON A
 JJ0925'TRACK ROAD FOR 2.7 MILES TO A WINDMILL, A SMALL KNOLL WHICH
 JJ0925'IS ABOUT 350 FEET NORTHEAST OF THE WINDMILL, A WHITE
 JJ0925'WITNESS POST AND THE STATION.
 JJ0925'
 JJ0925'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST
 JJ0925'ON A TRACK ROAD FOR 0.5 MILE TO A SMALL KNOLL AND THE AZIMUTH
 JJ0925'MARK ON THE LEFT, SOUTHEAST SIDE.
 JJ0925
 JJ0925                          STATION RECOVERY (1954)
 JJ0925
 JJ0925'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 JJ0925'STATION MARK--STANDARD TABLET IN TOP OF 6 X 6 IN. CONCRETE POST
 JJ0925'PROJECTING 2 IN. ABOVE GROUND, STAMPED ---BENT 1949---.
 JJ0925'
 JJ0925'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0419 ***********************************************************************
 HJ0419  DESIGNATION -  BENT
 HJ0419  PID         -  HJ0419
 HJ0419  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0419  USGS QUAD   -  PACKERS GAP (1993)
 HJ0419
 HJ0419                         *CURRENT SURVEY CONTROL
 HJ0419  ___________________________________________________________________
 HJ0419* NAD 83(1992)-  37 38 13.02143(N)    103 42 29.68634(W)     ADJUSTED  
 HJ0419* NAVD 88     -      1467.4    (meters)    4814.     (feet)  VERTCON   
 HJ0419  ___________________________________________________________________
 HJ0419  X           -  -1,198,701.585 (meters)                     COMP
 HJ0419  Y           -  -4,914,197.666 (meters)                     COMP
 HJ0419  Z           -   3,874,495.243 (meters)                     COMP
 HJ0419  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 HJ0419  ELLIP HEIGHT-        1446.52  (meters)          (12/03/02) GPS OBS
 HJ0419  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 HJ0419
 HJ0419  HORZ ORDER  -  FIRST
 HJ0419  ELLP ORDER  -  FOURTH    CLASS II
 HJ0419
 HJ0419.The horizontal coordinates were established by GPS observations
 HJ0419.and adjusted by the National Geodetic Survey in December 2002..
 HJ0419
 HJ0419.The NAVD 88 height was computed by applying the VERTCON shift value to
 HJ0419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HJ0419
 HJ0419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HJ0419
 HJ0419.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0419
 HJ0419.The ellipsoidal height was determined by GPS observations
 HJ0419.and is referenced to NAD 83.
 HJ0419
 HJ0419.The geoid height was determined by GEOID03.
 HJ0419
 HJ0419;                    North         East     Units Scale Factor Converg.
 HJ0419;SPC CO S     -   414,002.782 1,072,531.240   MT  0.99995129   +1 05 56.5
 HJ0419;SPC CO S     - 1,358,274.13  3,518,796.24   sFT  0.99995129   +1 05 56.5
 HJ0419;UTM  13      - 4,166,319.784   613,971.837   MT  0.99976000   +0 47 20.0
 HJ0419
 HJ0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0419!SPC CO S     -   0.99977306  x   0.99995129  =   0.99972436
 HJ0419!UTM  13      -   0.99977306  x   0.99976000  =   0.99953312
 HJ0419
 HJ0419|---------------------------------------------------------------------|
 HJ0419| PID    Reference Object                     Distance      Geod. Az  |
 HJ0419|                                                           dddmmss.s |
 HJ0419| CR7789 BENT RM 1                            29.103 METERS 08125     |
 HJ0419| HJ0420 BENT AZ MK                          APPROX. 0.7 KM 1644919.8 |
 HJ0419| CR7790 BENT RM 2                            28.830 METERS 17202     |
 HJ0419|---------------------------------------------------------------------|
 HJ0419
 HJ0419                          SUPERSEDED SURVEY CONTROL
 HJ0419
 HJ0419  ELLIP H (12/21/93) 1446.55   (m)                       GP(       ) 4 1
 HJ0419  NAD 83(1992)-  37 38 13.02229(N)    103 42 29.68468(W) AD(       ) 1
 HJ0419  ELLIP H (01/07/93) 1446.55   (m)                       GP(       ) 4 2
 HJ0419  NAD 83(1986)-  37 38 13.00743(N)    103 42 29.68202(W) AD(       ) 1
 HJ0419  NAD 27      -  37 38 12.96876(N)    103 42 27.84437(W) AD(       ) 1
 HJ0419  NGVD 29 (11/20/87) 1466.7    (m)         4812.     (f) GPS OBS        
 HJ0419
 HJ0419.Superseded values are not recommended for survey control.
 HJ0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0419.See file dsdata.txt to determine how the superseded data were derived.
 HJ0419
 HJ0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB1397266320(NAD 83)
 HJ0419_MARKER: DH = HORIZONTAL CONTROL DISK
 HJ0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0419_MAGNETIC: N = NO MAGNETIC MATERIAL
 HJ0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0419+STABILITY: SURFACE MOTION
 HJ0419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HJ0419+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1986
 HJ0419
 HJ0419  HISTORY     - Date     Condition        Report By
 HJ0419  HISTORY     - 1985     MONUMENTED       USA
 HJ0419  HISTORY     - 19860513 GOOD
 HJ0419
 HJ0419                          STATION DESCRIPTION
 HJ0419
 HJ0419'DESCRIBED BY US ARMY 1985 (LWD)
 HJ0419'THE STATION IS LOCATED ABOUT 69.2 KM (43.0 MI)
 HJ0419'NORTHEAST OF MODEL,
 HJ0419'45.1 KM (28.0 MI) SOUTH-SOUTHWEST OF LAJUNTA ON A SLIGHT RISE,
 HJ0419'0.5 KM (0.3 MI) SOUTH OF A TREE LINE,
 HJ0419'0.8 KM (0.5 MI) NORTH OF A MAIN TRAVELED EAST0-WEST ROAD,
 HJ0419'0.6 KM (0.35 MI) NORTH OF OF AN EAST-WEST FENCE IN THE NORTHEASTERN
 HJ0419'PORTION OF THE MILITARY RESERVATION.
 HJ0419'OWNERSHIP--U.S. ARMY, CONTACT DIVISION ARTILLERY SURVEY INFORMATION
 HJ0419'CENTER,  HHB 4TH INFANTRY DIVISION ARTILLERY FORT CARSON, COLORADO
 HJ0419'80913-5428.  TELEPHONE---303-579-2131.
 HJ0419'
 HJ0419'TO REACH THE STATION FROM THE TOWN OF MODEL IN LAS ANIMAS COUNTY. GO
 HJ0419'NORTHEAST FOR 16.6 KM (10.25 MI) ON HIGHWAY 350 FROM THE
 HJ0419'INTERSECTION OF COUNTY ROAD 99, TO THE MAIN ENTRANCE TO PINON
 HJ0419'CANYON MANEUVER SITE AND A ROAD RIGHT.
 HJ0419'TURN RIGHT AND GO EAST FOR 15.5 KM (9.65 MI) ON MAIN ROAD TO THE
 HJ0419'INTERSECTION OF PIPELINE ROAD,
 HJ0419'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 20.8 KM (12.95 MI) ON MAIN
 HJ0419'ROAD TO THE INTERSECTION OF A NORTHEAST-SOUTHWEST TANK TRAIL.
 HJ0419'TURN LEFT AND GO NORTHEASTERLY FOR 18.8 KM (11.7 MI) ON
 HJ0419'TANK TRAIL TO A DIM TRACK ROAD LEFT.
 HJ0419'TURN LEFT AND GO NORTH FOR 0.08 KM (0.05 MI) ON A DIM TRACK ROAD
 HJ0419'AND THE AZIMUTH MARK ON LEFT.
 HJ0419'CONTINUE STRAIGHT AHEAD AND GO NORTH FOR 0.24 KM (0.15 MI) ON DIM
 HJ0419'TRACK ROAD TO A FENCH CORNER ON LEFT.
 HJ0419'TURN LEFT AND GO NORTHWEST FOR 0.56 KM (0.35 MI) ON A DIM TRACK
 HJ0419'ROAD TO THE TOP OF THE FIRST SLIGHT RISE AND THE STATION.
 HJ0419'
 HJ0419'THE STATION IS A STANDARD NGS DISK
 HJ0419'STAMPED---BENT GPS 1985---,
 HJ0419'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HJ0419'30 CM IN DIAMETER RECESSED 2 CM BELOW GROUND.  LOCATED
 HJ0419'0.6 METERS (2.0 FT) SOUTH FROM AN ORANGE WITNESS POST
 HJ0419'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 HJ0419'STAMPED---BENT GPS 1985---,
 HJ0419'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 HJ0419'
 HJ0419'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 HJ0419'STAMPED---BENT GPS N0 1 1985---,
 HJ0419'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HJ0419'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 HJ0419'1.4 METERS (3.5 FT) SOUTH FROM A GREEN METAL WITNESS POST WITH A
 HJ0419'WHITE TOP
 HJ0419'MARK IS 0.2 METERS BELOW THE STATION.
 HJ0419'
 HJ0419'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 HJ0419'STAMPED---BENT GPS N0 2 1985---,
 HJ0419'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HJ0419'30 CM IN DIAMETER RECESSED 5.0 CM BELOW GROUND.  LOCATED
 HJ0419'1.0 METERS (3.2 FT) NORTH-NORTHEAST FROM A GREEN WITNESS POST WITH
 HJ0419'A WHITE TOP
 HJ0419'MARK IS 0.3 METERS BELOW THE STATION.
 HJ0419'
 HJ0419'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 HJ0419'STAMPED---BENT GPS 1985---,
 HJ0419'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HJ0419'33 CM IN DIAMETER RECESSED 5.0 CM BELOW GROUND.  LOCATED
 HJ0419'0.8 METERS (2.5 FT) NORTH FROM A GREEN METAL WITNESS POST WITH A
 HJ0419'WHITE TOP
 HJ0419'6.3 METERS (20.6 FT) WEST FROM THE CENTERLINE OF A TRACK ROAD
 HJ0419'80.0 METERS (262.5 FT) NORTH FROM A TANK TRAIL
 HJ0419'TO REACH THE AZIMUTH FROM THE STATION,
 HJ0419'GO SOUTHEAST FOR 0.56 KM (0.35 MI) ON DIM TRACK ROAD TO A FENCE
 HJ0419'CORNER AND A RIGHT BEND IN ROAD,  TURN RIGHT, SOUTH, ALONG TRACK
 HJ0419'ROAD FOR O.3 KM (0.15 MI) TO THE AZIMUTH MARK ON RIGHT.
 HJ0419'
 HJ0419'DESCRIBED BY CIM.
 HJ0419
 HJ0419                          STATION RECOVERY (1986)
 HJ0419
 HJ0419'RECOVERED 1986
 HJ0419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0411 ***********************************************************************
 HJ0411  CBN         -  This is a Cooperative Base Network Control Station.
 HJ0411  DESIGNATION -  BENTON
 HJ0411  PID         -  HJ0411
 HJ0411  STATE/COUNTY-  CO/OTERO
 HJ0411  USGS QUAD   -  HAWLEY (1984)
 HJ0411
 HJ0411                         *CURRENT SURVEY CONTROL
 HJ0411  ___________________________________________________________________
 HJ0411* NAD 83(1992)-  37 53 38.28852(N)    103 40 12.99136(W)     ADJUSTED  
 HJ0411* NAVD 88     -      1313.9    (meters)    4311.     (feet)  GPS OBS   
 HJ0411  ___________________________________________________________________
 HJ0411  X           -  -1,191,285.952 (meters)                     COMP
 HJ0411  Y           -  -4,897,892.961 (meters)                     COMP
 HJ0411  Z           -   3,896,956.925 (meters)                     COMP
 HJ0411  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 HJ0411  ELLIP HEIGHT-        1292.28  (meters)          (10/21/02) GPS OBS
 HJ0411  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 HJ0411
 HJ0411  HORZ ORDER  -  B
 HJ0411  ELLP ORDER  -  FIFTH     CLASS I
 HJ0411
 HJ0411.The horizontal coordinates were established by GPS observations
 HJ0411.and adjusted by the National Geodetic Survey in May 1992..
 HJ0411
 HJ0411.The orthometric height was determined by GPS observations and a
 HJ0411.high-resolution geoid model.
 HJ0411
 HJ0411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HJ0411
 HJ0411.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0411
 HJ0411.The ellipsoidal height was determined by GPS observations
 HJ0411.and is referenced to NAD 83.
 HJ0411
 HJ0411.The geoid height was determined by GEOID03.
 HJ0411
 HJ0411;                    North         East     Units Scale Factor Converg.
 HJ0411;SPC CO S     -   442,587.780 1,075,323.169   MT  0.99994594   +1 07 20.3
 HJ0411;SPC CO S     - 1,452,056.74  3,527,956.10   sFT  0.99994594   +1 07 20.3
 HJ0411;UTM  13      - 4,194,884.147   616,916.765   MT  0.99976836   +0 49 00.5
 HJ0411
 HJ0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0411!SPC CO S     -   0.99979726  x   0.99994594  =   0.99974321
 HJ0411!UTM  13      -   0.99979726  x   0.99976836  =   0.99956567
 HJ0411
 HJ0411:                Primary Azimuth Mark                     Grid Az
 HJ0411:SPC CO S     -  HIGHWAY 350 STA 2355+7 WPMH 2675         045 11 27.5
 HJ0411:UTM  13      -  HIGHWAY 350 STA 2355+7 WPMH 2675         045 29 47.3
 HJ0411
 HJ0411|---------------------------------------------------------------------|
 HJ0411| PID    Reference Object                     Distance      Geod. Az  |
 HJ0411|                                                           dddmmss.s |
 HJ0411| CN3817 HIGHWAY 350 STA 2355+7 WPMH 2675                   0461847.8 |
 HJ0411| CM8415 BENTON RM 1                          12.190 METERS 05044     |
 HJ0411| CM8416 BENTON RM 2                          28.422 METERS 31905     |
 HJ0411|---------------------------------------------------------------------|
 HJ0411
 HJ0411                          SUPERSEDED SURVEY CONTROL
 HJ0411
 HJ0411  ELLIP H (05/26/92) 1292.23   (m)                       GP(       ) 4 1
 HJ0411  NAD 83(1986)-  37 53 38.27711(N)    103 40 12.98948(W) AD(       ) 2
 HJ0411  NAD 27      -  37 53 38.24400(N)    103 40 11.17300(W) AD(       ) 2
 HJ0411  NGVD 29 (06/11/92) 1313.1    (m)         4308.     (f) GPS OBS        
 HJ0411
 HJ0411.Superseded values are not recommended for survey control.
 HJ0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0411.See file dsdata.txt to determine how the superseded data were derived.
 HJ0411
 HJ0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB1691794884(NAD 83)
 HJ0411_MARKER: DS = TRIANGULATION STATION DISK
 HJ0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0411_SP_SET: CONCRETE POST
 HJ0411_STAMPING: BENTON 1952
 HJ0411_MARK LOGO: CGS   
 HJ0411_MAGNETIC: N = NO MAGNETIC MATERIAL
 HJ0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0411+STABILITY: SURFACE MOTION
 HJ0411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HJ0411+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1999
 HJ0411
 HJ0411  HISTORY     - Date     Condition        Report By
 HJ0411  HISTORY     - 1952     MONUMENTED       CGS
 HJ0411  HISTORY     - 1952     GOOD             CGS
 HJ0411  HISTORY     - 19910415 GOOD             NGS
 HJ0411  HISTORY     - 19950105 GOOD             CODOT
 HJ0411  HISTORY     - 19990301 GOOD             NGS
 HJ0411  HISTORY     - 19990520 GOOD             CODOT
 HJ0411  HISTORY     - 19990526 GOOD             MSAM
 HJ0411
 HJ0411                          STATION DESCRIPTION
 HJ0411
 HJ0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LGT)
 HJ0411'THE STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF LA JUNTA,
 HJ0411'7.2 MILES NORTH OF THE POST OFFICE IN TIMPAS AND ON THE EAST
 HJ0411'SIDE OF U.S. HIGHWAY 350.  IT IS ON THE ROAD RIGHT-OF-WAY,
 HJ0411'45 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 350, 8 FEET
 HJ0411'NORTHWEST OF A WHITE WITNESS POST AND 5 FEET WEST OF A WIRE
 HJ0411'FENCE.
 HJ0411'
 HJ0411'TO REACH FROM THE POST OFFICE IN TIMPAS, GO NORTH ON HIGHWAY
 HJ0411'350 FOR 7.2 MILES TO THE STATION ON THE RIGHT AS DESCRIBED.
 HJ0411'CONTINUE NORTH ON THE HIGHWAY FOR 0.3 MILE TO THE AZIMUTH
 HJ0411'MARK ON THE LEFT.
 HJ0411'
 HJ0411'THE STATION MARK IS A STANDARD DISK STAMPED BENTON 1952.
 HJ0411'IT IS SET IN A 12 IN X 12 INCH SQUARE CONCRETE POST WHICH
 HJ0411'PROJECTS 6 INCHES.
 HJ0411'
 HJ0411'REFERENCE MARK 1, IS A STANDARD DISK STAMPED BENTON NO 1 1952.
 HJ0411'IT IS SET IN A 12 IN X 12 IN SQUARE CONCRETE POST WHICH
 HJ0411'PROJECTS 6 INCHES.  THE MARK IS 45 FEET EAST OF THE CENTERLINE
 HJ0411'OF THE HIGHWAY AND 5 FEET WEST OF A WIRE FENCE.
 HJ0411'
 HJ0411'REFERENCE MARK 2, IS A STANDARD DISK STAMPED BENTON NO 2 1952.
 HJ0411'IT IS SET IN A 12 IN X 12 IN SQUARE CONCRETE POST WHICH
 HJ0411'PROJECTS 6 INCHES.  IT IS ON THE WEST SIDE OF THE HIGHWAY,
 HJ0411'48 FEET FROM THE CENTERLINE AND 3 FEET ESAT OF A WIRE FENCE.
 HJ0411'
 HJ0411'THE AZIMUTH MARK IS A STATE HIGHWAY DEPT. R O W MARKER,
 HJ0411'IT IS STAMPED WPMH 2675 - 2335 + 07.  IT IS SET IN A ROUND
 HJ0411'CONCRETE POST, 6 INCHES IN DIAMETER, AND PROJECTS 8 INCHES.
 HJ0411'THE MARK IS 49.6 FEET WEST OF THE CENTERLINE OF HIGHWAY 350,
 HJ0411'3.6 FEET SOUTH OF A WITNESS POST AND UNDER A WIRE FENCE.
 HJ0411
 HJ0411                          STATION RECOVERY (1952)
 HJ0411
 HJ0411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 HJ0411'RECOVERED IN GOOD CONDITION.
 HJ0411
 HJ0411                          STATION RECOVERY (1991)
 HJ0411
 HJ0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HJ0411'STATION IS LOCATED ABOUT 13 KM (8.1 MI) SOUTHWEST OF LA JUNTA, 13 KM
 HJ0411'(8.1 MI) NORTHEAST OF TIMPAS, ALONG US HIGHWAY 350, AT MILE 63.75, ON
 HJ0411'THE RIGHT-OF-WAY, IN THE NORTHWEST 1/4 OF SECTION 10, T 25 S, R 56 W.
 HJ0411'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 HJ0411'TO REACH FROM THE JUNCTION OF US HIGHWAYS 50 AND 350 ON THE NORTHWEST
 HJ0411'SIDE OF LA JUNTA, GO SOUTH ON HIGHWAY 350 THROUGH TOWN FOR 10.98 KM
 HJ0411'(6.82 MI) TO COUNTY ROAD 24 ON THE RIGHT.  CONTINUE AHEAD FOR 1.65 KM
 HJ0411'(1.03 MI) TO A 30 M (98.4 FT) LONG WOODEN BRIDGE AT MILEPOST 65.
 HJ0411'CONTINUE AHEAD FOR 2.04 KM (1.27 MI) TO THE STATION ON THE LEFT.
 HJ0411'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST
 HJ0411'PROJECTING 18 CM ABOVE GROUND.  IT IS 108 M (354.3 FT) SOUTHWEST OF A
 HJ0411'SMALL CULVERT, 13.8 M (45.3 FT) SOUTHEAST OF, AND 0.5 M (1.6 FT)
 HJ0411'LOWER THAN THE HIGHWAY CENTER, 10.6 M (34.8 FT) NORTHWEST OF THE
 HJ0411'RIGHT-OF-WAY FENCE, 17.4 M (57.1 FT) WEST OF TELEPHONE PEDESTAL 52 7
 HJ0411'AND 0.6 M (2.0 FT) NORTHEAST OF A METAL WITNESS POST.
 HJ0411'DESCRIBED BY G.R.HEID
 HJ0411
 HJ0411                          STATION RECOVERY (1995)
 HJ0411
 HJ0411'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (MEL)
 HJ0411'RECOVERED AS DESCRIBED.
 HJ0411
 HJ0411                          STATION RECOVERY (1999)
 HJ0411
 HJ0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 HJ0411'THE STATION WAS RECOVERED IN GOOD CONDITION WITH THE ADDITION OF A
 HJ0411'WITNESS POST.  IT IS 1.0 M (3.3 FT) SOUTHWEST FROM A PLASTIC WITNESS
 HJ0411'POST.
 HJ0411
 HJ0411                          STATION RECOVERY (1999)
 HJ0411
 HJ0411'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1999
 HJ0411'RECOVERED AS IN GOOD CONDITION.  WITNESS POST WAS ADDED AND IS-- 1.0
 HJ0411'M(3.3
 HJ0411'FT) SOUTHWEST FROM A PLASTIC WITNESS POST.
 HJ0411' 
 HJ0411'
 HJ0411
 HJ0411                          STATION RECOVERY (1999)
 HJ0411
 HJ0411'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (DS)
 HJ0411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0497 ***********************************************************************
 LK0497  DESIGNATION -  BER
 LK0497  PID         -  LK0497
 LK0497  STATE/COUNTY-  CO/SEDGWICK
 LK0497  USGS QUAD   -  VENANGO NW (1962)
 LK0497
 LK0497                         *CURRENT SURVEY CONTROL
 LK0497  ___________________________________________________________________
 LK0497* NAD 83(1992)-  40 55 27.44997(N)    102 13 24.79980(W)     ADJUSTED  
 LK0497* NAVD 88     -      1156.     (meters)    3793.     (feet)  SCALED    
 LK0497  ___________________________________________________________________
 LK0497  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 LK0497  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 LK0497
 LK0497  HORZ ORDER  -  SECOND
 LK0497
 LK0497.The horizontal coordinates were established by classical geodetic methods
 LK0497.and adjusted by the National Geodetic Survey in January 1993..
 LK0497
 LK0497.The orthometric height was scaled from a topographic map.
 LK0497
 LK0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0497
 LK0497.The geoid height was determined by GEOID03.
 LK0497
 LK0497;                    North         East     Units Scale Factor Converg.
 LK0497;SPC CO N     -   486,552.591 1,190,325.639   MT  1.00002591   +2 07 01.3
 LK0497;SPC CO N     - 1,596,297.96  3,905,260.03   sFT  1.00002591   +2 07 01.3
 LK0497;UTM  13      - 4,534,064.835   733,783.359   MT  1.00027274   +1 49 10.4
 LK0497
 LK0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0497!SPC CO N     -   0.99982184  x   1.00002591  =   0.99984775
 LK0497!UTM  13      -   0.99982184  x   1.00027274  =   1.00009453
 LK0497
 LK0497:                Primary Azimuth Mark                     Grid Az
 LK0497:SPC CO N     -  NEWMAN                                   098 29 04.5
 LK0497:UTM  13      -  NEWMAN                                   098 46 55.4
 LK0497
 LK0497|---------------------------------------------------------------------|
 LK0497| PID    Reference Object                     Distance      Geod. Az  |
 LK0497|                                                           dddmmss.s |
 LK0497| LK0486 NEWMAN                              APPROX. 8.7 KM 1003605.8 |
 LK0497| LK0512 TOPS WATER BOOSTER TANK             APPROX.11.9 KM 3115607.1 |
 LK0497|---------------------------------------------------------------------|
 LK0497
 LK0497                          SUPERSEDED SURVEY CONTROL
 LK0497
 LK0497  NAD 83(1986)-  40 55 27.44929(N)    102 13 24.79938(W) AD(       ) 2
 LK0497  NAD 27      -  40 55 27.46820(N)    102 13 23.13510(W) AD(       ) 2
 LK0497
 LK0497.Superseded values are not recommended for survey control.
 LK0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0497.See file dsdata.txt to determine how the superseded data were derived.
 LK0497
 LK0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3378334065(NAD 83)
 LK0497_MARKER: DS = TRIANGULATION STATION DISK
 LK0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0497_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LK0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0497+STABILITY: SURFACE MOTION
 LK0497
 LK0497  HISTORY     - Date     Condition        Report By
 LK0497  HISTORY     - 1963     MONUMENTED       USGS
 LK0497  HISTORY     - 1960     GOOD             USGS
 LK0497  HISTORY     - 1962     GOOD             USGS
 LK0497  HISTORY     - 1963     GOOD             NGS
 LK0497
 LK0497                          STATION DESCRIPTION
 LK0497
 LK0497'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (DJF)
 LK0497'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH AND 2 MILES
 LK0497'EAST OF JULESBURG AND 0.25 MILE EAST OF U.S. HIGHWAY 385.
 LK0497'
 LK0497'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY TRIANGULATION
 LK0497'STATION MARK.  IT IS A 6-INCH SQUARE CONCRETE MONUMENT.  IT
 LK0497'PROJECTS 3 INCHES AND IS STAMPED BER 1949 3792.  IT IS 21
 LK0497'FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST.  A TRAVERSE
 LK0497'WAS MADE TO THIS STATION FROM U.S. COAST AND GEODETIC SURVEY
 LK0497'TRIANGULATION STATION BLUE.  IT IS 17.535 FEET OR 5.345 METERS
 LK0497'TO STATION BLUE.
 LK0497
 LK0497                          STATION RECOVERY (1960)
 LK0497
 LK0497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 (ZT)
 LK0497'STATION RECOVERED IN GOOD CONDITION.
 LK0497
 LK0497                          STATION RECOVERY (1962)
 LK0497
 LK0497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962 (BM)
 LK0497'STATION RECOVERED IN GOOD CONDITION.
 LK0497
 LK0497                          STATION RECOVERY (1963)
 LK0497
 LK0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 LK0497'STATION IS LOCATED 4 MI. S. AND 2.5 MI. E. OF JULESBURG, COLORADO,
 LK0497'IN SEC. 14, T 11 N, R 44 W.
 LK0497'
 LK0497'TO REACH STATION FROM POST OFFICE IN JULESBURG, COLORADO, PROCEED
 LK0497'SOUTHERLY ALONG STATE HIGHWAY 385 FOR 5.0 MI. TO T-RD. INTERSECTION,
 LK0497'THENCE LEFT (E.) 0.3 MI. TO TOP OF LOW HILL.  STATION LIES 35 FT. N.
 LK0497'OF CENTERLINE OF RD. AND 15 FT. E. OF FENCE LINE.
 LK0497'
 LK0497'STATION MARK--STANDARD USGS TABLET, SET IN 8 X 8 IN. CONCRETE POST,
 LK0497'PROJECTING 4 IN. ABOVE GROUND, STAMPED ---BER 1949---.
 LK0497'
 LK0497'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, SET IN 8 X 8 IN.
 LK0497'CONCRETE POST, PROJECTING 4 IN. ABOVE GROUND, STAMPED ---BER 1949
 LK0497'NO. 1---, DISTANT 52.25 FT. FROM STATION, S 13 DEG 25 MIN E.
 LK0497'
 LK0497'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, SET IN 8 X 8 IN.
 LK0497'CONCRETE POST, PROJECTING 6 IN. ABOVE GROUND, STAMPED ---BER 1949
 LK0497'NO. 2---, DISTANT 77.60 FT. FROM STATION, S 78 DEG 18 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0442 ***********************************************************************
 HK0442  DESIGNATION -  BERG
 HK0442  PID         -  HK0442
 HK0442  STATE/COUNTY-  CO/LAS ANIMAS
 HK0442  USGS QUAD   -  FISHERS PEAK (1971)
 HK0442
 HK0442                         *CURRENT SURVEY CONTROL
 HK0442  ___________________________________________________________________
 HK0442* NAD 83(1992)-  37 03 16.87497(N)    104 27 22.88172(W)     ADJUSTED  
 HK0442* NAVD 88     -      2910.5    (meters)    9549.     (feet)  VERTCON   
 HK0442  ___________________________________________________________________
 HK0442  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 HK0442  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 HK0442
 HK0442  HORZ ORDER  -  THIRD
 HK0442
 HK0442.The horizontal coordinates were established by classical geodetic methods
 HK0442.and adjusted by the National Geodetic Survey in December 1993..
 HK0442
 HK0442.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0442
 HK0442.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0442
 HK0442.The geoid height was determined by GEOID03.
 HK0442
 HK0442;                    North         East     Units Scale Factor Converg.
 HK0442;SPC CO S     -   348,383.720 1,007,233.275   MT  1.00003723   +0 38 24.5
 HK0442;SPC CO S     - 1,142,988.92  3,304,564.50   sFT  1.00003723   +0 38 24.5
 HK0442;UTM  13      - 4,101,077.244   548,336.838   MT  0.99962878   +0 19 39.3
 HK0442
 HK0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0442!SPC CO S     -   0.99954635  x   1.00003723  =   0.99958356
 HK0442!UTM  13      -   0.99954635  x   0.99962878  =   0.99917530
 HK0442
 HK0442:                Primary Azimuth Mark                     Grid Az
 HK0442:SPC CO S     -  MESA                                     192 11 32.1
 HK0442:UTM  13      -  MESA                                     192 30 17.3
 HK0442
 HK0442|---------------------------------------------------------------------|
 HK0442| PID    Reference Object                     Distance      Geod. Az  |
 HK0442|                                                           dddmmss.s |
 HK0442| GM0674 MESA                                APPROX. 7.1 KM 1924956.6 |
 HK0442|---------------------------------------------------------------------|
 HK0442
 HK0442                          SUPERSEDED SURVEY CONTROL
 HK0442
 HK0442  NAD 83(1992)-  37 03 16.87573(N)    104 27 22.88490(W) AD(       ) 3
 HK0442  NAD 83(1986)-  37 03 16.88213(N)    104 27 22.87881(W) AD(       ) 3
 HK0442  NAD 27      -  37 03 16.80448(N)    104 27 20.93349(W) AD(       ) 3
 HK0442  NGVD 29 (07/19/86) 2909.3    (m)         9545.     (f) VERT ANG       
 HK0442
 HK0442.Superseded values are not recommended for survey control.
 HK0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0442.See file dsdata.txt to determine how the superseded data were derived.
 HK0442
 HK0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB4833701077(NAD 83)
 HK0442_MARKER: DD = SURVEY DISK
 HK0442_SETTING: 80 = SET IN A BOULDER
 HK0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0442+STABILITY: SURFACE MOTION
 HK0442
 HK0442  HISTORY     - Date     Condition        Report By
 HK0442  HISTORY     - 1949     MONUMENTED       USGS
 HK0442
 HK0442                          STATION DESCRIPTION
 HK0442
 HK0442'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 HK0442'STATION LOCATED ABOUT 14.0 MI. (AIRLINE) S. FROM TRINIDAD, COLORADO,
 HK0442'ABOUT 3.0 MI. (AIRLINE) E. OF U.S. HIGHWAY 85.  ON WESTERNMOST RIDGE,
 HK0442'OF A SERIES OF RIDGES, PROJECTING OUT INTO VALLEY FROM (LOCALLY KNOWN)
 HK0442'RATON MESA.
 HK0442'
 HK0442'TO REACH STATION FROM POST OFFICE AT TRINIDAD, COLORADO, PROCEED S.
 HK0442'ON U.S. HIGHWAY 85 FOR 10.0 MI. TO A RD. LEADING E. (KEY TO GATE MAY
 HK0442'BE OBTAINED FROM AL AND DON BERG), FOLLOW THIS RD. 4.0 MI. E. UP
 HK0442'CANYON TO TOP OF DIVIDE.  RD. CONTINUES NE. UP N. SLOPE OF MTN. TO
 HK0442'END OF RD. AT HEAD OF N-S. DRAIN, CONTINUE CROSS COUNTRY NW. FOR ABOUT
 HK0442'4.0 MI. TO STATION SITE. A FOUR WHEEL DRIVE VEHICLE IS NEEDED TO
 HK0442'ACCOMPLISH THIS TRIP.
 HK0442'
 HK0442'STATION MARK--STATION TABLET, CEMENTED IN A BOULDER, STAMPED ---BERG
 HK0442'1949---.
 HK0442'
 HK0442'REFERENCE MARK NO. 1--STANDARD TABLET, CEMENTED IN A BOULDER, STAMPED
 HK0442'---BERG 1949 NO. 1---, 31.4 FT. FROM STATION MARK, S 74 DEG 18 MIN E.
 HK0442'
 HK0442'REFERENCE MARK NO. 2--STANDARD TABLET, CEMENTED IN A BOULDER, STAMPED
 HK0442'---BERG 1949 NO. 2---, 32.5 FT. FROM STATION MARK, N 19 DEG 25 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1295 ***********************************************************************
 JK1295  DESIGNATION -  BERNARD
 JK1295  PID         -  JK1295
 JK1295  STATE/COUNTY-  CO/FREMONT
 JK1295  USGS QUAD   -  ARKANSAS MOUNTAIN (1980)
 JK1295
 JK1295                         *CURRENT SURVEY CONTROL
 JK1295  ___________________________________________________________________
 JK1295* NAD 83(1992)-  38 25 31.10244(N)    105 43 27.18131(W)     ADJUSTED  
 JK1295* NAVD 88     -      2827.9    (meters)    9278.     (feet)  VERTCON   
 JK1295  ___________________________________________________________________
 JK1295  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 JK1295  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 JK1295
 JK1295  HORZ ORDER  -  THIRD
 JK1295
 JK1295.The horizontal coordinates were established by classical geodetic methods
 JK1295.and adjusted by the National Geodetic Survey in January 1993..
 JK1295
 JK1295.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1295
 JK1295.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1295
 JK1295.The geoid height was determined by GEOID03.
 JK1295
 JK1295;                    North         East     Units Scale Factor Converg.
 JK1295;SPC CO C     -   370,538.573   894,822.498   MT  1.00000495   -0 08 29.1
 JK1295;SPC CO C     - 1,215,675.30  2,935,763.48   sFT  1.00000495   -0 08 29.1
 JK1295;UTM  13      - 4,253,253.651   436,784.266   MT  0.99964921   -0 27 00.4
 JK1295
 JK1295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1295!SPC CO C     -   0.99955883  x   1.00000495  =   0.99956378
 JK1295!UTM  13      -   0.99955883  x   0.99964921  =   0.99920819
 JK1295
 JK1295:                Primary Azimuth Mark                     Grid Az
 JK1295:SPC CO C     -  SIAS 16                                  061 05 31.2
 JK1295:UTM  13      -  SIAS 16                                  061 24 02.5
 JK1295
 JK1295|---------------------------------------------------------------------|
 JK1295| PID    Reference Object                     Distance      Geod. Az  |
 JK1295|                                                           dddmmss.s |
 JK1295| JK1294 SIAS 16                             APPROX. 9.2 KM 0605702.1 |
 JK1295|---------------------------------------------------------------------|
 JK1295
 JK1295                          SUPERSEDED SURVEY CONTROL
 JK1295
 JK1295  NAD 83(1986)-  38 25 31.09289(N)    105 43 27.18492(W) AD(       ) 3
 JK1295  NAD 27      -  38 25 31.09368(N)    105 43 25.13839(W) AD(       ) 3
 JK1295  NGVD 29 (07/19/86) 2826.5    (m)         9273.     (f) VERT ANG       
 JK1295
 JK1295.Superseded values are not recommended for survey control.
 JK1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1295.See file dsdata.txt to determine how the superseded data were derived.
 JK1295
 JK1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC3678453254(NAD 83)
 JK1295_MARKER: DD = SURVEY DISK
 JK1295_SETTING: 66 = SET IN ROCK OUTCROP
 JK1295_SP_SET: SET IN ROCK OUTCROP
 JK1295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK1295+STABILITY: POSITION/ELEVATION WELL
 JK1295
 JK1295  HISTORY     - Date     Condition        Report By
 JK1295  HISTORY     - 1957     MONUMENTED       USGS
 JK1295
 JK1295                          STATION DESCRIPTION
 JK1295
 JK1295'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 JK1295'STATION IS LOCATED ABOUT 14.6 MI. (AIRLINE) ESE. OF SALIDA, COLORADO,
 JK1295'ABOUT 4.0 MI. (AIRLINE) NNW. OF COTOPAXI, COLORADO, ON THE HIGHEST
 JK1295'POINT OF A RIDGE, 1.6 MI. W. OF BERNARD GULCH, AND IN SEC. 11,
 JK1295'T 48 N, R 11 E.  STATION IS SURROUNDED BY SCRUB OAK.  STATION
 JK1295'REACHED VIA HELICOPTER.
 JK1295'
 JK1295'STATION MARK--STANDARD USGS TABLET, SET IN TOP OF ROCK OUTCROP,
 JK1295'STAMPED ---BERNARD 1957---.
 JK1295'
 JK1295'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0533 ***********************************************************************
 LN0533  DESIGNATION -  BERRY
 LN0533  PID         -  LN0533
 LN0533  STATE/COUNTY-  CO/RIO BLANCO
 LN0533  USGS QUAD   -  BUCKSKIN POINT (1966)
 LN0533
 LN0533                         *CURRENT SURVEY CONTROL
 LN0533  ___________________________________________________________________
 LN0533* NAD 83(1992)-  40 02 32.26937(N)    108 05 39.40481(W)     ADJUSTED  
 LN0533* NAVD 88     -      2152.6    (meters)    7062.     (feet)  VERTCON   
 LN0533  ___________________________________________________________________
 LN0533  LAPLACE CORR-           6.00  (seconds)                    DEFLEC99
 LN0533  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 LN0533
 LN0533  HORZ ORDER  -  THIRD
 LN0533
 LN0533.The horizontal coordinates were established by classical geodetic methods
 LN0533.and adjusted by the National Geodetic Survey in January 1993..
 LN0533
 LN0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0533
 LN0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0533
 LN0533.The geoid height was determined by GEOID03.
 LN0533
 LN0533;                    North         East     Units Scale Factor Converg.
 LN0533;SPC CO N     -   386,755.042   693,042.755   MT  0.99996343   -1 40 34.5
 LN0533;SPC CO N     - 1,268,878.83  2,273,757.77   sFT  0.99996343   -1 40 34.5
 LN0533;UTM  12      - 4,436,497.789   747,896.866   MT  1.00035658   +1 52 13.3
 LN0533
 LN0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0533!SPC CO N     -   0.99966496  x   0.99996343  =   0.99962840
 LN0533!UTM  12      -   0.99966496  x   1.00035658  =   1.00002142
 LN0533
 LN0533:                Primary Azimuth Mark                     Grid Az
 LN0533:SPC CO N     -  KENDALL                                  151 21 01.9
 LN0533:UTM  12      -  KENDALL                                  147 48 14.1
 LN0533
 LN0533|---------------------------------------------------------------------|
 LN0533| PID    Reference Object                     Distance      Geod. Az  |
 LN0533|                                                           dddmmss.s |
 LN0533| KM0237 KENDALL                             APPROX. 9.1 KM 1494027.4 |
 LN0533|---------------------------------------------------------------------|
 LN0533
 LN0533                          SUPERSEDED SURVEY CONTROL
 LN0533
 LN0533  NAD 83(1986)-  40 02 32.26343(N)    108 05 39.39767(W) AD(       ) 3
 LN0533  NAD 27      -  40 02 32.36365(N)    108 05 37.10251(W) AD(       ) 3
 LN0533  NGVD 29 (07/19/86) 2151.3    (m)         7058.     (f) VERT ANG       
 LN0533
 LN0533.Superseded values are not recommended for survey control.
 LN0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0533.See file dsdata.txt to determine how the superseded data were derived.
 LN0533
 LN0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK4789736498(NAD 83)
 LN0533_MARKER: DD = SURVEY DISK
 LN0533_SETTING: 66 = SET IN ROCK OUTCROP
 LN0533_SP_SET: SET IN ROCK OUTCROP
 LN0533_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0533+STABILITY: POSITION/ELEVATION WELL
 LN0533
 LN0533  HISTORY     - Date     Condition        Report By
 LN0533  HISTORY     - 1950     MONUMENTED       USGS
 LN0533
 LN0533                          STATION DESCRIPTION
 LN0533
 LN0533'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 LN0533'LOCATED IN SEC. 19, T 1 N, R 95 W, AND ABOUT 2.0 MI. (AIRLINE) N. OF
 LN0533'COLORADO STATE HIGHWAY 64 ON TIMBERED RIDGE.  TOP IS BARE AND WILL
 LN0533'SEE ALL DIRECTIONS.
 LN0533'
 LN0533'TO REACH FROM INTERSECTION OF STATE HIGHWAYS 64 AND 13 S. OF MEEKER,
 LN0533'COLORADO, PROCEED W. ON HIGHWAY 64 7.0 MI. TO DIM RD. LEADING N.
 LN0533'FROM HIGHWAY AND UP ALONG TOP OF RIDGE, PROCEED ON THIS DIM RD. 2.1
 LN0533'MI. TO END OF TRUCK TRAVEL.  PACK E. AND N. UP RIDGE AND THROUGH
 LN0533'SADDLE TO STATION SITE.  A 30 MINUTE PACK.
 LN0533'
 LN0533'STATION MARK--STANDARD BRONZE TABLET, CEMENTED IN SOLID ROCK, STAMPED
 LN0533'---BERRY 1950---.
 LN0533'
 LN0533'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, CEMENTED IN
 LN0533'SOLID ROCK, STAMPED ---RM NO. 1 1950---, 39.90 FT. FROM STATION,
 LN0533'S 72 DEG 22 MIN E.
 LN0533'
 LN0533'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, CEMENTED IN
 LN0533'SOLID ROCK, STAMPED ---NO. 2 1950---, 21.70 FT. FROM STATION,
 LN0533'S 00 DEG 46 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5139 ***********************************************************************
 AC5139  DESIGNATION -  BERTA
 AC5139  PID         -  AC5139
 AC5139  STATE/COUNTY-  CO/PUEBLO
 AC5139  USGS QUAD   -  STEELE HOLLOW (1994)
 AC5139
 AC5139                         *CURRENT SURVEY CONTROL
 AC5139  ___________________________________________________________________
 AC5139* NAD 83(1992)-  38 23 20.89439(N)    104 41 21.19575(W)     ADJUSTED  
 AC5139* NAVD 88     -      1536.6    (meters)    5041.     (feet)  GPS OBS   
 AC5139  ___________________________________________________________________
 AC5139  X           -  -1,269,632.196 (meters)                     COMP
 AC5139  Y           -  -4,843,262.050 (meters)                     COMP
 AC5139  Z           -   3,940,333.537 (meters)                     COMP
 AC5139  LAPLACE CORR-          -7.91  (seconds)                    DEFLEC99
 AC5139  ELLIP HEIGHT-        1517.81  (meters)          (12/03/02) GPS OBS
 AC5139  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 AC5139
 AC5139  HORZ ORDER  -  FIRST
 AC5139  ELLP ORDER  -  FOURTH    CLASS II
 AC5139
 AC5139.The horizontal coordinates were established by GPS observations
 AC5139.and adjusted by the National Geodetic Survey in January 1997..
 AC5139
 AC5139.The orthometric height was determined by GPS observations and a
 AC5139.high-resolution geoid model.
 AC5139
 AC5139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5139
 AC5139.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5139
 AC5139.The ellipsoidal height was determined by GPS observations
 AC5139.and is referenced to NAD 83.
 AC5139
 AC5139.The geoid height was determined by GEOID03.
 AC5139
 AC5139;                    North         East     Units Scale Factor Converg.
 AC5139;SPC CO S     -   496,280.295   985,235.156   MT  0.99999223   +0 29 50.3
 AC5139;SPC CO S     - 1,628,212.93  3,232,392.34   sFT  0.99999223   +0 29 50.3
 AC5139;UTM  13      - 4,249,037.760   527,140.781   MT  0.99960907   +0 11 34.8
 AC5139
 AC5139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5139!SPC CO S     -   0.99976190  x   0.99999223  =   0.99975413
 AC5139!UTM  13      -   0.99976190  x   0.99960907  =   0.99937106
 AC5139
 AC5139                          SUPERSEDED SURVEY CONTROL
 AC5139
 AC5139  ELLIP H (01/17/97) 1517.80   (m)                       GP(       ) 1 1
 AC5139
 AC5139.Superseded values are not recommended for survey control.
 AC5139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5139.See file dsdata.txt to determine how the superseded data were derived.
 AC5139
 AC5139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC2714149038(NAD 83)
 AC5139_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5139_STAMPING: BERTA 1995
 AC5139_MARK LOGO: NGS   
 AC5139_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC5139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5139+STABILITY: SURFACE MOTION
 AC5139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5139+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5139
 AC5139  HISTORY     - Date     Condition        Report By
 AC5139  HISTORY     - 1995     MONUMENTED       CO-101
 AC5139
 AC5139                          STATION DESCRIPTION
 AC5139
 AC5139'DESCRIBED BY PUEBLO COUNTY COLORADO 1995 (KCH)
 AC5139'THE STATION IS LOCATED ON BRONCO LANE IN THE PUEBLO WEST METRO
 AC5139'DISTRICT 8.9 MI (14.3 KM) NORTHWEST OF DOWNTOWN PUEBLO, 3.9 MI (6.3
 AC5139'KM) EAST OF BRAGDON , AND 4.7 MI (7.6 KM) NORTH OF US HWY 50, IN THE
 AC5139'SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 17 T19S R25W OF THE 6TH
 AC5139'PM. OWNERSHIP--THE STATION IS SITUATED ON PUEBLO COUNTY RIGHT-OF-WAY
 AC5139'UNDER CONTRACT TO THE PUEBLO WEST METROPOLITON DISTRICT FOR
 AC5139'MAINTENANCE. TO REACH THE STATION FROM THE INTERSECTION OF US HWY 50
 AC5139'AND PURCELL BLVD, GO 3.4 MI (5.5 KM) NORTH AND THEN NORTHEAST ON
 AC5139'PURCELL BLVD TO CROSSING OVERHEAD TRANSMISSION LINES.  CONTINUE
 AC5139'NORTHEAST 1.25 MI (2.01 KM) ON PURCELL BLVD TO AN INTERSECTION WITH
 AC5139'PLATTEVILLE BLVD. TURN LEFT, NORTHWEST, ON PLATTEVILLE BLVD FOR 0.7 MI
 AC5139'(1.1 KM) TO A SIDE ROAD LEFT, BRONCO LANE.  TURN LEFT, WEST, ON BRONCO
 AC5139'LANE FOR 0.07 MI (0.11 KM) . THE STATION IS LOCATED ON THE NORTHEAST
 AC5139'EDGE OF THE RIGHT-OF-WAY AS BRONCO LANE CURVES TO THE NORTH. THE MARK
 AC5139'IS A STANDARD NGS BRASS DISK SET INTO A CYLANDRICAL MASS OF CONCRETE
 AC5139'1.5 FT (0.5 M) IN DIAMETER, 5 FEET (1.5 M) IN DEPTH, AND PROJECTING 2
 AC5139'CM ABOVE THE GROUND. IT IS 5.0 M (16.4 FT) EAST OF THE CENTERLINE OF A
 AC5139'ROAD AND 0.9 M (3.0 FT) EAST OF A CARCENITE WITNESS POST AT A LEVEL
 AC5139'EVEN WITH THE BLADED DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2041 ***********************************************************************
 KK2041  DESIGNATION -  BERTHOUD RESET
 KK2041  PID         -  KK2041
 KK2041  STATE/COUNTY-  CO/CLEAR CREEK
 KK2041  USGS QUAD   -  BERTHOUD PASS (1957)
 KK2041
 KK2041                         *CURRENT SURVEY CONTROL
 KK2041  ___________________________________________________________________
 KK2041* NAD 83(1992)-  39 47 41.62360(N)    105 45 49.64440(W)     ADJUSTED  
 KK2041* NAVD 88     -      3810.     (meters)   12500.     (feet)  VERTCON   
 KK2041  ___________________________________________________________________
 KK2041  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 KK2041  GEOID HEIGHT-         -12.43  (meters)                     GEOID03
 KK2041
 KK2041  HORZ ORDER  -  THIRD
 KK2041
 KK2041.The horizontal coordinates were established by classical geodetic methods
 KK2041.and adjusted by the National Geodetic Survey in January 1993..
 KK2041
 KK2041.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2041
 KK2041.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2041
 KK2041.The geoid height was determined by GEOID03.
 KK2041
 KK2041;                    North         East     Units Scale Factor Converg.
 KK2041;SPC CO C     -   522,589.575   891,808.347   MT  1.00000919   -0 09 58.9
 KK2041;SPC CO C     - 1,714,529.30  2,925,874.55   sFT  1.00000919   -0 09 58.9
 KK2041;SPC CO N     -   356,081.312   891,808.820   MT  0.99998830   -0 10 13.6
 KK2041;SPC CO N     - 1,168,243.44  2,925,876.10   sFT  0.99998830   -0 10 13.6
 KK2041;UTM  13      - 4,405,271.999   434,608.106   MT  0.99965264   -0 29 19.9
 KK2041
 KK2041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2041!SPC CO C     -   0.99940462  x   1.00000919  =   0.99941380
 KK2041!SPC CO N     -   0.99940462  x   0.99998830  =   0.99939292
 KK2041!UTM  13      -   0.99940462  x   0.99965264  =   0.99905746
 KK2041
 KK2041:                Primary Azimuth Mark                     Grid Az
 KK2041:SPC CO C     -  DEMOCRAT                                 164 58 26.8
 KK2041:SPC CO N     -  DEMOCRAT                                 164 58 41.5
 KK2041:UTM  13      -  DEMOCRAT                                 165 17 47.8
 KK2041
 KK2041|---------------------------------------------------------------------|
 KK2041| PID    Reference Object                     Distance      Geod. Az  |
 KK2041|                                                           dddmmss.s |
 KK2041| KK2035 DEMOCRAT                            APPROX. 9.3 KM 1644827.9 |
 KK2041|---------------------------------------------------------------------|
 KK2041
 KK2041                          SUPERSEDED SURVEY CONTROL
 KK2041
 KK2041  NAD 83(1986)-  39 47 41.60970(N)    105 45 49.63630(W) AD(       ) 3
 KK2041  NAD 27      -  39 47 41.66164(N)    105 45 47.62454(W) AD(       ) 3
 KK2041  NGVD 29 (07/19/86) 3808.     (m)        12493.     (f) VERT ANG       
 KK2041
 KK2041.Superseded values are not recommended for survey control.
 KK2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2041.See file dsdata.txt to determine how the superseded data were derived.
 KK2041
 KK2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE3460805272(NAD 83)
 KK2041
 KK2041  HISTORY     - Date     Condition        Report By
 KK2041  HISTORY     - 1956     MONUMENTED       CGS
 KK2041  HISTORY     - 1956     GOOD             USGS
 KK2041
 KK2041                          STATION DESCRIPTION
 KK2041
 KK2041'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (EEM)
 KK2041'RECOVERED AND REPORTED REFERENCE
 KK2041'MARK NO. 2 HAS BEEN DESTROYED.
 KK2041'
 KK2041'STATION LOCATED ON THE CONTINENTAL DIVIDE, ON THE FIRST SUMMIT E. OF
 KK2041'BERTHOUD PASS.
 KK2041'
 KK2041'STATION MARK--STANDARD BRONZE TRIANGULATION TABLET CEMENTED IN A RED
 KK2041'GRANITE ROCK, STAMPED ---BERTHOUD 1924-1956---.
 KK2041'
 KK2041'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET CEMENTED IN A RED
 KK2041'GRANITE ROCK, 21.05 FT. FROM STATION MARK, N 85 DEG 51 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3115 ***********************************************************************
 AA3115  DESIGNATION -  BERWIND
 AA3115  PID         -  AA3115
 AA3115  STATE/COUNTY-  CO/LAS ANIMAS
 AA3115  USGS QUAD   -  LUDLOW (1971)
 AA3115
 AA3115                         *CURRENT SURVEY CONTROL
 AA3115  ___________________________________________________________________
 AA3115* NAD 83(1992)-  37 18 47.46072(N)    104 32 50.82850(W)     ADJUSTED  
 AA3115* NAVD 88     -      1869.7    (meters)    6134.     (feet)  GPS OBS   
 AA3115  ___________________________________________________________________
 AA3115  X           -  -1,276,121.748 (meters)                     COMP
 AA3115  Y           -  -4,917,591.632 (meters)                     COMP
 AA3115  Z           -   3,846,216.119 (meters)                     COMP
 AA3115  LAPLACE CORR-          -7.59  (seconds)                    DEFLEC99
 AA3115  ELLIP HEIGHT-        1850.73  (meters)          (12/03/02) GPS OBS
 AA3115  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 AA3115
 AA3115  HORZ ORDER  -  FIRST
 AA3115  ELLP ORDER  -  FOURTH    CLASS II
 AA3115
 AA3115.The horizontal coordinates were established by GPS observations
 AA3115.and adjusted by the National Geodetic Survey in December 1994..
 AA3115
 AA3115.The orthometric height was determined by GPS observations and a
 AA3115.high-resolution geoid model.
 AA3115
 AA3115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3115
 AA3115.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3115
 AA3115.The ellipsoidal height was determined by GPS observations
 AA3115.and is referenced to NAD 83.
 AA3115
 AA3115.The geoid height was determined by GEOID03.
 AA3115
 AA3115;                    North         East     Units Scale Factor Converg.
 AA3115;SPC CO S     -   376,984.113   998,838.066   MT  0.99998647   +0 35 03.4
 AA3115;SPC CO S     - 1,236,822.04  3,277,021.22   sFT  0.99998647   +0 35 03.4
 AA3115;UTM  13      - 4,129,711.755   540,100.273   MT  0.99961981   +0 16 27.6
 AA3115
 AA3115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3115!SPC CO S     -   0.99970966  x   0.99998647  =   0.99969613
 AA3115!UTM  13      -   0.99970966  x   0.99961981  =   0.99932958
 AA3115
 AA3115                          SUPERSEDED SURVEY CONTROL
 AA3115
 AA3115  ELLIP H (12/30/94) 1850.73   (m)                       GP(       ) 3 1
 AA3115
 AA3115.Superseded values are not recommended for survey control.
 AA3115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3115.See file dsdata.txt to determine how the superseded data were derived.
 AA3115
 AA3115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB4010029712(NAD 83)
 AA3115_MARKER: I = METAL ROD
 AA3115_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA3115_STAMPING: BERWIND 1993
 AA3115_MARK LOGO: NGS   
 AA3115_PROJECTION: FLUSH
 AA3115_MAGNETIC: I = MARKER IS A STEEL ROD
 AA3115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3115+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2004
 AA3115_ROD/PIPE-DEPTH: 7.3  meters
 AA3115_SLEEVE-DEPTH  : 0.9 meters
 AA3115
 AA3115  HISTORY     - Date     Condition        Report By
 AA3115  HISTORY     - 1993     MONUMENTED       NGS
 AA3115  HISTORY     - 20040229 GOOD             USPSQD
 AA3115
 AA3115                          STATION DESCRIPTION
 AA3115
 AA3115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RSC)
 AA3115'THE STATION IS LOCATED ABOUT 10 MI (16.1 KM) NORTH-NORTHWEST OF
 AA3115'TRINIDAD, 8 MI (12.9 KM) SOUTHEAST OF AGUILAR AND 2.5 MI (4.0 KM)
 AA3115'SOUTHEAST OF LUDLOW, IN THE SOUTHEAST 1/4 OF SECTION 27, T 31 S, R 64
 AA3115'W, AT INTERSTATE 25 MILEPOST 24.7. OWNERSHIP--COLORADO DEPT. OF
 AA3115'TRANSPORTATION RIGHT-OF-WAY. TO REACH THE STATION FROM THE INTERSTATE
 AA3115'25 EXIT 23, HOEHNE ROAD, GO NORTHWEST ON THE EASTERN, NORTHBOUND,
 AA3115'ACCESS ROAD FOR 1.7 MI (2.7 KM) TO THE STATION ON THE RIGHT. THE MARK
 AA3115'IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AA3115'ENCASED IN A 1-INCH GREASED SLEEVE, IN A 5-INCH PVC PIPE WITH A LOGO
 AA3115'CAP SET IN A 0.7 M (2.3 FT) CONCRETE COLLAR FLUSH WITH THE GROUND.  IT
 AA3115'IS 40.5 M (132.9 FT) NORTHEAST OF THE CENTERLINE OF INTERSTATE 25,
 AA3115'12.9 M (42.3 FT) NORTHEAST OF THE CENTERLINE OF THE EASTERN FRONTAGE
 AA3115'ROAD, 1.5 M (4.9 FT) SOUTHWEST OF THE EASTERN RIGHT-OF-WAY FENCE, 0.9
 AA3115'M (3.0 FT) SOUTHEAST OF A WITNESS POST AND 0.8 M (2.6 FT) NORTHWEST OF
 AA3115'A WITNESS POST.
 AA3115
 AA3115                          STATION RECOVERY (2004)
 AA3115
 AA3115'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AA3115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0445 ***********************************************************************
 HK0445  DESIGNATION -  BESHOAR
 HK0445  PID         -  HK0445
 HK0445  STATE/COUNTY-  CO/LAS ANIMAS
 HK0445  USGS QUAD   -  TRINIDAD EAST (1971)
 HK0445
 HK0445                         *CURRENT SURVEY CONTROL
 HK0445  ___________________________________________________________________
 HK0445* NAD 83(1992)-  37 13 20.38243(N)    104 25 08.44163(W)     ADJUSTED  
 HK0445* NAVD 88     -      1832.0    (meters)    6010.     (feet)  VERTCON   
 HK0445  ___________________________________________________________________
 HK0445  X           -  -1,266,608.082 (meters)                     COMP
 HK0445  Y           -  -4,926,326.052 (meters)                     COMP
 HK0445  Z           -   3,838,166.428 (meters)                     COMP
 HK0445  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 HK0445  ELLIP HEIGHT-        1812.89  (meters)          (12/03/02) GPS OBS
 HK0445  GEOID HEIGHT-         -19.13  (meters)                     GEOID03
 HK0445
 HK0445  HORZ ORDER  -  FIRST
 HK0445  ELLP ORDER  -  FOURTH    CLASS II
 HK0445
 HK0445.The horizontal coordinates were established by classical geodetic methods
 HK0445.and adjusted by the National Geodetic Survey in December 2002..
 HK0445
 HK0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0445
 HK0445.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HK0445
 HK0445.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0445
 HK0445.The ellipsoidal height was determined by GPS observations
 HK0445.and is referenced to NAD 83.
 HK0445
 HK0445.The geoid height was determined by GEOID03.
 HK0445
 HK0445;                    North         East     Units Scale Factor Converg.
 HK0445;SPC CO S     -   367,025.437 1,010,339.592   MT  1.00000202   +0 39 47.0
 HK0445;SPC CO S     - 1,204,149.29  3,314,755.81   sFT  1.00000202   +0 39 47.0
 HK0445;UTM  13      - 4,119,694.535   551,543.406   MT  0.99963273   +0 21 05.2
 HK0445
 HK0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0445!SPC CO S     -   0.99971559  x   1.00000202  =   0.99971761
 HK0445!UTM  13      -   0.99971559  x   0.99963273  =   0.99934842
 HK0445
 HK0445:                Primary Azimuth Mark                     Grid Az
 HK0445:SPC CO S     -  HOEHNE AT SF RR WATER TANK               027 38 10.9
 HK0445:UTM  13      -  HOEHNE AT SF RR WATER TANK               027 56 52.7
 HK0445
 HK0445|---------------------------------------------------------------------|
 HK0445| PID    Reference Object                     Distance      Geod. Az  |
 HK0445|                                                           dddmmss.s |
 HK0445| HK0450 HOEHNE AT SF RR WATER TANK          APPROX. 7.3 KM 0281757.9 |
 HK0445| HK0449 TRINIDAD RAD RANGE SYS CEN TWR      APPROX.12.0 KM 0391331.3 |
 HK0445| AJ2110 BESHOAR AZ MK                       APPROX. 3.0 KM 0475518.7 |
 HK0445| HK0439 SQUARE HOUSE CHIMNEY                APPROX. 4.4 KM 1064250.8 |
 HK0445| CM8417 BESHOAR RM 1                         19.947 METERS 13817     |
 HK0445| HK0443 TRINIDAD POW CAMP WATER TANK        APPROX. 3.8 KM 1725041.0 |
 HK0445| CM8418 BESHOAR RM 2                         15.693 METERS 21943     |
 HK0445|---------------------------------------------------------------------|
 HK0445
 HK0445                          SUPERSEDED SURVEY CONTROL
 HK0445
 HK0445  ELLIP H (12/21/93) 1812.91   (m)                       GP(       ) 4 1
 HK0445  NAD 83(1992)-  37 13 20.38208(N)    104 25 08.44207(W) AD(       ) 1
 HK0445  ELLIP H (01/07/93) 1812.91   (m)                       GP(       ) 4 2
 HK0445  NAD 83(1986)-  37 13 20.39128(N)    104 25 08.43821(W) AD(       ) 1
 HK0445  NAD 27      -  37 13 20.33100(N)    104 25 06.50300(W) AD(       ) 1
 HK0445  NGVD 29 (11/20/87) 1831.0    (m)         6007.     (f) GPS OBS        
 HK0445
 HK0445.Superseded values are not recommended for survey control.
 HK0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0445.See file dsdata.txt to determine how the superseded data were derived.
 HK0445
 HK0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB5154319695(NAD 83)
 HK0445_MARKER: DS = TRIANGULATION STATION DISK
 HK0445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0445_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HK0445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HK0445+SATELLITE: SATELLITE OBSERVATIONS - March 02, 1999
 HK0445
 HK0445  HISTORY     - Date     Condition        Report By
 HK0445  HISTORY     - 1945     MONUMENTED       CGS
 HK0445  HISTORY     - 1951     GOOD             CGS
 HK0445  HISTORY     - 19860608 GOOD
 HK0445  HISTORY     - 19990302 GOOD             NGS
 HK0445
 HK0445                          STATION DESCRIPTION
 HK0445
 HK0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAE)
 HK0445'STATION IS LOCATED ABOUT 6-1/2 MILES (AIR LINE) NE OF TRINIDAD,
 HK0445'4-1/2 MILES SSW OF HOEHNE, AND 0.5 MILE SW OF THE JUNCTION OF
 HK0445'U.S. HIGHWAYS 350 AND 160.  IT IS ON THE MOST N POINT OF A
 HK0445'RANGE OF LOW HILLS, ABOUT 150 YARDS SSW OF THE JUNCTION OF
 HK0445'U.S. HIGHWAYS 350 WITH A ROAD LEADING SE AND S TO A PRISONER OF
 HK0445'WAR CAMP.  STATION IS ABOUT 200 YARDS SE OF U.S. HIGHWAY 350.
 HK0445'
 HK0445'TO REACH THE STATION FROM THE FIRST NATIONAL BANK BUILDING,
 HK0445'AT THE INTERSECTION OF U.S. HIGHWAYS 85 AND 350, GO NE ON
 HK0445'U.S. HIGHWAY 350 TOWARD LA JUNTA FOR 6.9 MILES TO THE JUNCTION
 HK0445'WITH THE PRISONER OF WAR CAMP ROAD.  FROM HERE DRIVE CROSS
 HK0445'COUNTRY TO THE TOP OF THE MOST N HILL AND STATION.
 HK0445'
 HK0445'STATION IS LOCATED 11-1/2 FEET SE OF A 4-INCH SQUARE WITNESS
 HK0445'POST.  IT IS MARKED BY A BRONZE STATION DISK SET IN THE TOP
 HK0445'OF A CONCRETE CYLINDER WHICH PROJECTS 2 INCHES ABOVE THE
 HK0445'GROUND.  DISK IS STAMPED BESHOAR 1945.  UNDERGROUND MARK
 HK0445'IS A BRONZE STATION DISK SET IN CONCRETE 28 INCHES BELOW THE
 HK0445'SURFACE OF THE GROUND.
 HK0445'
 HK0445'REFERENCE MARK 1 IS SE OF THE STATION AND AT ABOUT THE SAME
 HK0445'ELEVATION.  IT IS A BRONZE REFERENCE DISK SET IN THE TOP OF
 HK0445'A CONCRETE CYLINDER WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 HK0445'DISK IS STAMPED BESHOAR NO 1 1945.
 HK0445'
 HK0445'REFERENCE MARK 2 IS SW OF THE STATION AND ABOUT 1-1/4 FEET
 HK0445'LOWER.  IT IS A BRONZE REFERENCE DISK SET IN THE TOP OF A
 HK0445'SQUARE CONCRETE POST WHICH PROJECTS 1 INCH ABOVE THE GROUND.
 HK0445'DISK IS STAMPED BESHOAR NO 2 1945.
 HK0445'
 HK0445'AZIMUTH MARK IS LOCATED 1.8 MILES NE OF THE STATION, 50
 HK0445'FEET NW OF THE CENTER OF U.S. HIGHWAY 350, 10 FEET SE OF
 HK0445'THE RIGHT-OF-WAY FENCE, AND 1.7 FEET NW OF A WHITE HIGHWAY
 HK0445'POST MARKED FED AID PROJ 267H 267H3.  IT IS MARKED BY A COLORADO
 HK0445'HIGHWAY DEPARTMENT DISK SET IN TOP OF A CONCRETE CYLINDER
 HK0445'PROJECTING 6 INCHES ABOVE THE GROUND.  DISK IS STAMPED 267H
 HK0445'309+00 5806 42.
 HK0445
 HK0445                          STATION RECOVERY (1951)
 HK0445
 HK0445'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LWQ)
 HK0445'STATION WAS FOUND IN EXCELLENT CONDITION.  DESCRIPTION ADEQUATE.
 HK0445
 HK0445                          STATION RECOVERY (1986)
 HK0445
 HK0445'RECOVERED 1986
 HK0445'RECOVERED IN GOOD CONDITION.
 HK0445
 HK0445                          STATION RECOVERY (1999)
 HK0445
 HK0445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 HK0445'PROPERTY OWNER IS MR. ED MARTINEZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ2110 ***********************************************************************
 AJ2110  DESIGNATION -  BESHOAR AZ MK
 AJ2110  PID         -  AJ2110
 AJ2110  STATE/COUNTY-  CO/LAS ANIMAS
 AJ2110  USGS QUAD   -  TRINIDAD EAST (1971)
 AJ2110
 AJ2110                         *CURRENT SURVEY CONTROL
 AJ2110  ___________________________________________________________________
 AJ2110* NAD 83(1992)-  37 14 25.60040(N)    104 23 38.08050(W)     ADJUSTED  
 AJ2110* NAVD 88     -      1770.2    (meters)    5808.     (feet)  GPS OBS   
 AJ2110  ___________________________________________________________________
 AJ2110  X           -  -1,264,135.074 (meters)                     COMP
 AJ2110  Y           -  -4,925,654.062 (meters)                     COMP
 AJ2110  Z           -   3,839,730.189 (meters)                     COMP
 AJ2110  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 AJ2110  ELLIP HEIGHT-        1750.92  (meters)          (12/03/02) GPS OBS
 AJ2110  GEOID HEIGHT-         -19.22  (meters)                     GEOID03
 AJ2110
 AJ2110  HORZ ORDER  -  FIRST
 AJ2110  ELLP ORDER  -  FOURTH    CLASS II
 AJ2110
 AJ2110.The horizontal coordinates were established by GPS observations
 AJ2110.and adjusted by the National Geodetic Survey in April 2001..
 AJ2110
 AJ2110.The orthometric height was determined by GPS observations and a
 AJ2110.high-resolution geoid model.
 AJ2110
 AJ2110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2110
 AJ2110.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ2110
 AJ2110.The ellipsoidal height was determined by GPS observations
 AJ2110.and is referenced to NAD 83.
 AJ2110
 AJ2110.The geoid height was determined by GEOID03.
 AJ2110
 AJ2110;                    North         East     Units Scale Factor Converg.
 AJ2110;SPC CO S     -   369,061.937 1,012,543.336   MT  0.99999872   +0 40 42.4
 AJ2110;SPC CO S     - 1,210,830.70  3,321,985.93   sFT  0.99999872   +0 40 42.4
 AJ2110;UTM  13      - 4,121,718.277   553,757.382   MT  0.99963560   +0 22 00.4
 AJ2110
 AJ2110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2110!SPC CO S     -   0.99972531  x   0.99999872  =   0.99972403
 AJ2110!UTM  13      -   0.99972531  x   0.99963560  =   0.99936101
 AJ2110
 AJ2110                          SUPERSEDED SURVEY CONTROL
 AJ2110
 AJ2110  ELLIP H (04/19/01) 1750.93   (m)                       GP(       ) 4 2
 AJ2110
 AJ2110.Superseded values are not recommended for survey control.
 AJ2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2110.See file dsdata.txt to determine how the superseded data were derived.
 AJ2110
 AJ2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB5375721718(NAD 83)
 AJ2110_MARKER: DD = SURVEY DISK
 AJ2110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ2110_STAMPING: 267H 309+00 5806 42
 AJ2110_MARK LOGO: CODOT 
 AJ2110_PROJECTION: PROJECTING 15 CENTIMETERS
 AJ2110_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ2110+STABILITY: SURFACE MOTION
 AJ2110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2110+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1999
 AJ2110
 AJ2110  HISTORY     - Date     Condition        Report By
 AJ2110  HISTORY     - 1945     MONUMENTED       CGS
 AJ2110  HISTORY     - 19990518 GOOD             CODOT
 AJ2110
 AJ2110                          STATION DESCRIPTION
 AJ2110
 AJ2110'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1999 (LRL)
 AJ2110'DESCRIBED BY CODOT 2001 (LAW)
 AJ2110'THE STATION IS LOCATED APPROXIMATELY 55 KM (34 MILES) SOUTHEAST OF
 AJ2110'WALSENBURG, 12 KM (7.5 MILES) NORTHEAST OF TRINIDAD, 5 KM (3 MILES)
 AJ2110'SOUTH-SOUTHWEST OF HOENE, AND 2.9 KM (1.8 MILES) NORTHEAST OF BESHOAR
 AJ2110'MARK 1945, ON THE NORTHWEST SIDE OF STATE HIGHWAY 350. OWNERSHIP--
 AJ2110' 
 AJ2110'TO REACH THE STATION FROM THE POST OFFICE AT CHESTNUT AND MAIN STREET
 AJ2110'IN TRINIDAD, GO NORTHEAST ON MAIN STREET (U.S. HIGHWAY 160) FOR  2.4
 AJ2110'KM (1.5
 AJ2110'MILES) TO THE JUNCTION OF U.S. HIGHWAYS 160 EAST AND 160 BYPASS WEST.
 AJ2110'CONTINUE NORTHEAST ON U.S. HIGHWAY 160 FOR 8.5KM (5.3MILES) TO THE
 AJ2110'JUNCTION OF U.S. HIGHWAYS 350 AND 160.  GO NORTHEAST ON U.S. HIGHWAY
 AJ2110'350
 AJ2110'FOR 2.1KM (1.3 MILES) TO THE STATION ON THE LEFT (NORTHWEST).
 AJ2110' 
 AJ2110'THE STATION IS A COLORADO HIGHWAY DEPARTMENT BRASS DISK SET IN TOP OF
 AJ2110'A
 AJ2110'CONCRETE CYLINDER PROJECTING 15 CM (6 INCHES) ABOVE THE GROUND.  THE
 AJ2110'DISK
 AJ2110'IS STAMPED 267 H STA. 309+00 ELEV 5806.42.  IT IS LOCATED, 15.2 M (50
 AJ2110'FEET)
 AJ2110'NORTHWEST OF THE CENTERLINE OF HIGHWAY 350, 39.6 M (130 FEET)
 AJ2110'SOUTHWEST
 AJ2110'OF THE CENTERLINE OF COUNTY ROAD 83.0, 3 M (10 FEET) SOUTHEAST OF A
 AJ2110'SOUTHWEST-NORTHEAST FENCE LINE, 91 CM (3 FEET) SOUTHWEST OF AN ORANGE
 AJ2110'CARSONITE WITNESS POST, AND 52 CM (1.7 FEET) NORTHWEST OF A WHITE
 AJ2110'CONCRETE HIGHWAY POST MARKED FED AID PROJ 267H 267H3.
 AJ2110' 
 AJ2110' 
 AJ2110'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1122 ***********************************************************************
 JK1122  DESIGNATION -  BESSEMER
 JK1122  PID         -  JK1122
 JK1122  STATE/COUNTY-  CO/PUEBLO
 JK1122  USGS QUAD   -  SOUTHEAST PUEBLO (1974)
 JK1122
 JK1122                         *CURRENT SURVEY CONTROL
 JK1122  ___________________________________________________________________
 JK1122* NAD 83(1992)-  38 12 53.01663(N)    104 32 55.22241(W)     ADJUSTED  
 JK1122* NAVD 88     -      1481.9    (meters)    4862.     (feet)  VERTCON   
 JK1122  ___________________________________________________________________
 JK1122  LAPLACE CORR-          -6.52  (seconds)                    DEFLEC99
 JK1122  GEOID HEIGHT-         -19.41  (meters)                     GEOID03
 JK1122
 JK1122  HORZ ORDER  -  THIRD
 JK1122
 JK1122.The horizontal coordinates were established by classical geodetic methods
 JK1122.and adjusted by the National Geodetic Survey in January 1993..
 JK1122
 JK1122.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1122
 JK1122.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1122
 JK1122.The geoid height was determined by GEOID03.
 JK1122
 JK1122;                    North         East     Units Scale Factor Converg.
 JK1122;SPC CO S     -   477,037.572   997,710.848   MT  0.99996740   +0 35 00.7
 JK1122;SPC CO S     - 1,565,080.77  3,273,323.01   sFT  0.99996740   +0 35 00.7
 JK1122;UTM  13      - 4,229,736.109   539,509.592   MT  0.99961922   +0 16 45.1
 JK1122
 JK1122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1122!SPC CO S     -   0.99977057  x   0.99996740  =   0.99973798
 JK1122!UTM  13      -   0.99977057  x   0.99961922  =   0.99938988
 JK1122
 JK1122:                Primary Azimuth Mark                     Grid Az
 JK1122:SPC CO S     -  VINELAND                                 105 31 58.8
 JK1122:UTM  13      -  VINELAND                                 105 50 14.4
 JK1122
 JK1122|---------------------------------------------------------------------|
 JK1122| PID    Reference Object                     Distance      Geod. Az  |
 JK1122|                                                           dddmmss.s |
 JK1122| JK1023 VINELAND                            APPROX. 8.4 KM 1060659.5 |
 JK1122|---------------------------------------------------------------------|
 JK1122
 JK1122                          SUPERSEDED SURVEY CONTROL
 JK1122
 JK1122  NAD 83(1986)-  38 12 53.00284(N)    104 32 55.21935(W) AD(       ) 3
 JK1122  NAD 27      -  38 12 52.99294(N)    104 32 53.31649(W) AD(       ) 3
 JK1122  NGVD 29 (07/19/86) 1481.1    (m)         4859.     (f) VERT ANG       
 JK1122
 JK1122.Superseded values are not recommended for survey control.
 JK1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1122.See file dsdata.txt to determine how the superseded data were derived.
 JK1122
 JK1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC3951029736(NAD 83)
 JK1122
 JK1122  HISTORY     - Date     Condition        Report By
 JK1122  HISTORY     - 1954     MONUMENTED       USGS
 JK1122  HISTORY     - 1960     GOOD             USGS
 JK1122
 JK1122                          STATION DESCRIPTION
 JK1122
 JK1122'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 JK1122'THIS STATION IS LOCATED IN PUEBLO COUNTY, COLORADO, ABOUT 4.0 MI.
 JK1122'(AIRLINE) ESE. FROM THE CENTER OF MINNEQUA LAKE, IT IS 3.2 MI.
 JK1122'(AIRLINE) SE. FROM THE JUNCTION OF ARKANSAS RIVER AND FOUNTAIN
 JK1122'CREEK.
 JK1122'
 JK1122'TO REACH THE STATION FROM THE CITY HALL IN PUEBLO, COLORADO, PROCEED
 JK1122'EASTWARD ALONG MAIN STREET FOR 0.3 MI. TO THE INTERSECTION OF HOBSON
 JK1122'AND MAIN STREETS, TURN RIGHT AND CONTINUE EASTWARD ALONG HOBSON ST.
 JK1122'FOR 1 BLOCK TO THE INTERSECTION OF HOBSON AND SANTA FE STS., TURN
 JK1122'RIGHT AND GO S. ALONG SANTA FE AVENUE (U.S. HIGHWAY 50 FOLLOWS
 JK1122'ALONG SANTA FE AVENUE), CONTINUE ALONG U.S. HIGHWAY 50 FOR 4.9 MI.
 JK1122'TO THE INTERSECTION OF U.S. HIGHWAY 50 AND 25TH LANE (THIS
 JK1122'INTERSECTION IS JUST E. OF PLEASANT VIEW SCHOOL), TURN RIGHT AT
 JK1122'THE INTERSECTION AND GO S. ALONG 25TH LANE FOR 1.8 MI. TO THE
 JK1122'INTERSECTION OF 25TH LANE AND LA SALLE ROAD, TURN RIGHT AND GO W.
 JK1122'ALONG LA SALLE ROAD FOR 0.9 MI. TO AN UNLOCKED GATE, ON S. SIDE OF
 JK1122'RD., WHICH LEADS TO THE PROPERTY OF LOUIS CHANTALA, GO THROUGH THE
 JK1122'GATE AND GO EASTWARD FOLLOWING RD. ALONG FENCE FOR 0.2 MI., TURN
 JK1122'RIGHT AND GO SE. ALONG DIRT RD. FOR 0.5 MI. TO THE INTERSECTION
 JK1122'OF THIS DIRT RD. AND A POWER LINE OR PIPE LINE RD., TURN LEFT AND
 JK1122'GO EASTWARD ALONG THIS PIPE LINE OR POWER LINE RD. FOR 0.3 MI. TO
 JK1122'THE INTERSECTION WITH A DIM RD. WHICH LEADS S., TURN S. AND GO
 JK1122'ALONG DIM RD. FOR 0.2 MI. TO A RD. FORKS, CONTINUE ALONG THE LEFT
 JK1122'OF TWO RDS. AND GO S. FOR 200 FT., THE STATION ---BESSEMER--- IS
 JK1122'LOCATED ABOUT 200 FT. E. OF THIS POINT.
 JK1122'
 JK1122'RECOVERED BY USGS IN 1960.
 JK1122'
 JK1122'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---BESSEMER 1954---,
 JK1122'AND SET IN CONCRETE POST.
 JK1122'
 JK1122'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0266 ***********************************************************************
 KM0266  DESIGNATION -  BEST
 KM0266  PID         -  KM0266
 KM0266  STATE/COUNTY-  CO/RIO BLANCO
 KM0266  USGS QUAD   -  SQUARE S RANCH (1952)
 KM0266
 KM0266                         *CURRENT SURVEY CONTROL
 KM0266  ___________________________________________________________________
 KM0266* NAD 83(1992)-  39 54 14.05647(N)    108 15 29.36645(W)     ADJUSTED  
 KM0266* NAVD 88     -      2086.8    (meters)    6846.     (feet)  VERTCON   
 KM0266  ___________________________________________________________________
 KM0266  LAPLACE CORR-           4.17  (seconds)                    DEFLEC99
 KM0266  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 KM0266
 KM0266  HORZ ORDER  -  THIRD
 KM0266
 KM0266.The horizontal coordinates were established by classical geodetic methods
 KM0266.and adjusted by the National Geodetic Survey in January 1993..
 KM0266
 KM0266.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0266
 KM0266.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0266
 KM0266.The geoid height was determined by GEOID03.
 KM0266
 KM0266;                    North         East     Units Scale Factor Converg.
 KM0266;SPC CO N     -   371,818.675   678,586.218   MT  0.99997506   -1 46 55.7
 KM0266;SPC CO N     - 1,219,875.10  2,226,328.28   sFT  0.99997506   -1 46 55.7
 KM0266;UTM  12      - 4,420,690.826   734,386.622   MT  1.00027638   +1 45 34.9
 KM0266
 KM0266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0266!SPC CO N     -   0.99967531  x   0.99997506  =   0.99965037
 KM0266!UTM  12      -   0.99967531  x   1.00027638  =   0.99995160
 KM0266
 KM0266:                Primary Azimuth Mark                     Grid Az
 KM0266:SPC CO N     -  MR 12                                    334 20 34.7
 KM0266:UTM  12      -  MR 12                                    330 48 04.1
 KM0266
 KM0266|---------------------------------------------------------------------|
 KM0266| PID    Reference Object                     Distance      Geod. Az  |
 KM0266|                                                           dddmmss.s |
 KM0266| KM0268 MR 12                               APPROX. 8.9 KM 3323339.0 |
 KM0266|---------------------------------------------------------------------|
 KM0266
 KM0266                          SUPERSEDED SURVEY CONTROL
 KM0266
 KM0266  NAD 83(1986)-  39 54 14.05076(N)    108 15 29.36037(W) AD(       ) 3
 KM0266  NAD 27      -  39 54 14.14723(N)    108 15 27.05451(W) AD(       ) 3
 KM0266  NGVD 29 (07/19/86) 2085.5    (m)         6842.     (f) VERT ANG       
 KM0266
 KM0266.Superseded values are not recommended for survey control.
 KM0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0266.See file dsdata.txt to determine how the superseded data were derived.
 KM0266
 KM0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYK3438720691(NAD 83)
 KM0266_MARKER: DD = SURVEY DISK
 KM0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0266_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KM0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0266+STABILITY: SURFACE MOTION
 KM0266
 KM0266  HISTORY     - Date     Condition        Report By
 KM0266  HISTORY     - 1950     MONUMENTED       USGS
 KM0266
 KM0266                          STATION DESCRIPTION
 KM0266
 KM0266'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KM0266'STATION IS LOCATED ABOUT 12.5 MI. N. AND 18.5 MI. W. OF RIO BLANCO,
 KM0266'COLORADO, IN SE. 1/4 SEC. 3, T 2 S, R 97 W.
 KM0266'
 KM0266'TO REACH STATION FROM RIO BLANCO P.O., PROCEED W. ON HIGHWAY 326 23.0
 KM0266'MI. TO T-RD. N., THENCE N. 3.2 MI. UP CANYON TO TOP OF RIDGE.  THENCE
 KM0266'W. ON RD. AND ON CROSS COUNTRY THROUGH CLEARINGS 1.8 MI. TO STATION.
 KM0266'STATION LIES ON NW. SLOPE OF RIDGE ABOUT 300 FT. FROM END OF LAST
 KM0266'CLEARING TO NW. ON RIDGE.
 KM0266'
 KM0266'STATION MARK--STANDARD TABLET, SET IN THE TOP OF A 6 X 6 IN. CONCRETE
 KM0266'POST, PROJECTING 5 IN. ABOVE SURFACE, STAMPED ---R-BEST 1950 VABM
 KM0266'6842---.
 KM0266'
 KM0266'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1397 ***********************************************************************
 LL1397  DESIGNATION -  BETASSO
 LL1397  PID         -  LL1397
 LL1397  STATE/COUNTY-  CO/BOULDER
 LL1397  USGS QUAD   -  BOULDER (1979)
 LL1397
 LL1397                         *CURRENT SURVEY CONTROL
 LL1397  ___________________________________________________________________
 LL1397* NAD 83(1992)-  40 00 45.61968(N)    105 20 09.81466(W)     ADJUSTED  
 LL1397* NAVD 88     -      1958.2    (meters)    6425.     (feet)  VERTCON   
 LL1397  ___________________________________________________________________
 LL1397  X           -  -1,294,178.016 (meters)                     COMP
 LL1397  Y           -  -4,719,047.162 (meters)                     COMP
 LL1397  Z           -   4,080,312.952 (meters)                     COMP
 LL1397  LAPLACE CORR-         -22.93  (seconds)                    DEFLEC99
 LL1397  ELLIP HEIGHT-        1943.55  (meters)          (12/03/02) GPS OBS
 LL1397  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 LL1397
 LL1397  HORZ ORDER  -  FIRST
 LL1397  ELLP ORDER  -  FOURTH    CLASS II
 LL1397
 LL1397.The horizontal coordinates were established by GPS observations
 LL1397.and adjusted by the National Geodetic Survey in December 2002..
 LL1397
 LL1397.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1397
 LL1397.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1397
 LL1397.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1397
 LL1397.The ellipsoidal height was determined by GPS observations
 LL1397.and is referenced to NAD 83.
 LL1397
 LL1397.The geoid height was determined by GEOID03.
 LL1397
 LL1397;                    North         East     Units Scale Factor Converg.
 LL1397;SPC CO N     -   380,240.409   928,398.250   MT  0.99996543   +0 06 21.3
 LL1397;SPC CO N     - 1,247,505.41  3,045,919.93   sFT  0.99996543   +0 06 21.3
 LL1397;UTM  13      - 4,429,217.783   471,319.326   MT  0.99961013   -0 12 57.9
 LL1397
 LL1397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1397!SPC CO N     -   0.99969519  x   0.99996543  =   0.99966063
 LL1397!UTM  13      -   0.99969519  x   0.99961013  =   0.99930544
 LL1397
 LL1397|---------------------------------------------------------------------|
 LL1397| PID    Reference Object                     Distance      Geod. Az  |
 LL1397|                                                           dddmmss.s |
 LL1397| LL1399 BOULDER BETASSO GREEN TANK          191.703 METERS 13516     |
 LL1397| CR8234 BETASSO RM 1                         14.335 METERS 19329     |
 LL1397| CR8235 BETASSO RM 2                         11.880 METERS 27225     |
 LL1397| LL1398 BETASSO AZ MK                       APPROX. 0.5 KM 3243032.8 |
 LL1397| LL1424 LEE HILL MAST                       APPROX. 6.8 KM 3463153.3 |
 LL1397|---------------------------------------------------------------------|
 LL1397
 LL1397                          SUPERSEDED SURVEY CONTROL
 LL1397
 LL1397  NAD 83(1992)-  40 00 45.61386(N)    105 20 09.81903(W) AD(       ) 1
 LL1397  ELLIP H (01/07/93) 1943.64   (m)                       GP(       ) 4 2
 LL1397  NAD 83(1986)-  40 00 45.60641(N)    105 20 09.81330(W) AD(       ) 1
 LL1397  NGVD 29 (01/20/89) 1957.1    (m)         6421.     (f) GPS OBS        
 LL1397
 LL1397.Superseded values are not recommended for survey control.
 LL1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1397.See file dsdata.txt to determine how the superseded data were derived.
 LL1397
 LL1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE7131929218(NAD 83)
 LL1397_MARKER: DH = HORIZONTAL CONTROL DISK
 LL1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL1397_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LL1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1397+STABILITY: SURFACE MOTION
 LL1397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1397+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1986
 LL1397
 LL1397  HISTORY     - Date     Condition        Report By
 LL1397  HISTORY     - 1985     MONUMENTED       NGS
 LL1397  HISTORY     - 19860821 GOOD
 LL1397
 LL1397                          STATION DESCRIPTION
 LL1397
 LL1397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 LL1397'THE STATION IS LOCATED ABOUT 16.0 KM (10 MI) SOUTHEAST OF WARD,
 LL1397'16.0 KM (10 MI) EAST-NORTHEAST OF NEDERLAND, 4.8 KM (3 MI) WEST OF
 LL1397'BOULDER.
 LL1397'OWNERSHIP--CITY OF BOULDER, DEPT. OF PUBLIC WORKS, 1739 BROADWAY
 LL1397'AVENUE, BOULDER, CO. 80302.  CONTACT FILTRATION PLANT OPERATOR UPON
 LL1397'ARRIVAL.
 LL1397'
 LL1397'TO REACH THE STATION FROM THE INTERSECTION OF BROADWAY, STATE
 LL1397'HIGHWAY 7 AND 93, AND CANYON BOULEVARD, STATE HIGHWAY 119, GO WEST
 LL1397'ON CANYON BOULEVARD, STATE HIGHWAY 119, FOR 8.0 KM (5.0 MI) TO SIDE
 LL1397'ROAD RIGHT, SUGARLOAF ROAD.  TURN RIGHT, UPHILL ON SUGARLOAF ROAD,
 LL1397'COUNTY ROAD 122, FOR 1.4 KM (0.9 MI) TO SIDE ROAD RIGHT, BETASSO
 LL1397'ROAD.  TURN RIGHT ON BETASSO ROAD FOR 0.3 KM (0.2 MI) TO OPEN FENCE
 LL1397'ACROSS ROAD AND SIGN ---CITY OF BOULDER WATER TREATMENT PLANT---.
 LL1397'CONTINUE AHEAD ON BETASSO ROAD FOR 0.4 KM (0.25 MI) TO THE ENTRANCE
 LL1397'OF BETASSO PRESERVE ON LEFT.  CONTINUE AHEAD, 0.7 KM (0.45 MI) TO A
 LL1397'GATE.  CONTINUE AHEAD, 0.2 KM (0.1 MI) TO A Y-INTERSECTION.  TAKE
 LL1397'RIGHT FORK 0.2 KM (0.1 MI) TO A SIDE ROAD LEFT, ENTRANCE FOR
 LL1397'LOADING RAMP.  TURN LEFT, O.1 KM (0.05 MI) ON A TRACK ROAD WHICH
 LL1397'GOES UP A SMALL HILL TO THE STATION.
 LL1397'
 LL1397'THE STATION IS A STANDARD NGS DISK STAMPED---BETASSO 1985---SET
 LL1397'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12-IN) IN DIAMETER
 LL1397'RECESSED 2 CM (1-IN) BELOW THE GROUND.  LOCATED 41.5 M (136 FT)
 LL1397'NORTH FROM THE WESTERN SIDE OF THE LOOP ROAD GOING TO THE WATER
 LL1397'PLANT, 39.0 M (128 FT) SOUTH-SOUTHEAST FROM THE EASTERN SIDE OF THE
 LL1397'LOOP ROAD GOING TO THE WATER PLANT, 36.0 M (118 FT) NORTHWEST FROM
 LL1397'THE NORTHERN END OF A CONCRETE RETAINING WALL, 32.3 M (106 FT) WEST
 LL1397'FROM A LONE 3-INCH PINE TREE AND 1.1 M (3.5 FT) NORTHWEST FROM A
 LL1397'WITNESS POST.
 LL1397'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED---BETASSO
 LL1397'1985---SET IN AN IRREGULAR MASS OF CONCRETE 1.1 M (3.5 FT) BELOW
 LL1397'THE SURFACE.
 LL1397'
 LL1397'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK STAMPED---BETASSO NO 1
 LL1397'1985---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12-IN)
 LL1397'IN DIAMETER FLUSH WITH THE GROUND.  LOCATED 30.8 M (101 FT) NORTH
 LL1397'FROM THE WESTERN ROAD AROUND THE WATER PLANT, 28.7 M (94 FT) WEST
 LL1397'FROM A LONE PINE TREE, 24.1 M (79 FT) NORTHWEST FROM A RETAINING
 LL1397'WALL WITH A GUARD RAIL ON TOP, 14.0 M (46 FT) SOUTH FROM A WITNESS
 LL1397'POST AND 0.3 M (1 FT) BELOW THE STATION MARK.
 LL1397'
 LL1397'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 LL1397'STAMPED---BETASSO NO 2 1985---,
 LL1397'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LL1397'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LL1397'29.0 METERS (95 FT) NORTH FROM THE WESTERN SIDE OF ACCESS ROAD
 LL1397'AROUND THE WATER PLANT, 12.8 M (42 FT) SOUTHWEST FROM A WITNESS
 LL1397'POST, 42.1 M (138 FT) WEST FROM A LONE PINE TREE AND 0.5 M (1.5 FT)
 LL1397'BELOW THE STATION.
 LL1397
 LL1397                          STATION RECOVERY (1986)
 LL1397
 LL1397'RECOVERED 1986
 LL1397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1398 ***********************************************************************
 LL1398  DESIGNATION -  BETASSO AZ MK
 LL1398  PID         -  LL1398
 LL1398  STATE/COUNTY-  CO/BOULDER
 LL1398  USGS QUAD   -  BOULDER (1979)
 LL1398
 LL1398                         *CURRENT SURVEY CONTROL
 LL1398  ___________________________________________________________________
 LL1398* NAD 83(1992)-  40 00 59.69910(N)    105 20 22.87189(W)     ADJUSTED  
 LL1398* NAVD 88     -      1977.     (meters)    6486.     (feet)  VERTCON   
 LL1398  ___________________________________________________________________
 LL1398  LAPLACE CORR-         -23.16  (seconds)                    DEFLEC99
 LL1398  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 LL1398
 LL1398  HORZ ORDER  -  SECOND
 LL1398
 LL1398.The horizontal coordinates were established by classical geodetic methods
 LL1398.and adjusted by the National Geodetic Survey in January 1993..
 LL1398.No horizontal observational check was made to the station.
 LL1398
 LL1398.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1398
 LL1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1398
 LL1398.The geoid height was determined by GEOID03.
 LL1398
 LL1398;                    North         East     Units Scale Factor Converg.
 LL1398;SPC CO N     -   380,674.079   928,087.809   MT  0.99996515   +0 06 12.9
 LL1398;SPC CO N     - 1,248,928.21  3,044,901.42   sFT  0.99996515   +0 06 12.9
 LL1398;UTM  13      - 4,429,653.036   471,011.436   MT  0.99961034   -0 13 06.3
 LL1398
 LL1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1398!SPC CO N     -   0.99969236  x   0.99996515  =   0.99965752
 LL1398!UTM  13      -   0.99969236  x   0.99961034  =   0.99930282
 LL1398
 LL1398                          SUPERSEDED SURVEY CONTROL
 LL1398
 LL1398  NAD 83(1986)-  40 00 59.69175(N)    105 20 22.86611(W) AD(       ) 2
 LL1398  NGVD 29 (01/20/89) 1975.     (m)         6480.     (f) VERT ANG       
 LL1398
 LL1398.Superseded values are not recommended for survey control.
 LL1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1398.See file dsdata.txt to determine how the superseded data were derived.
 LL1398
 LL1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE7101129653(NAD 83)
 LL1398_MARKER: DZ = AZIMUTH MARK DISK
 LL1398_SETTING: 80 = SET IN A BOULDER
 LL1398_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LL1398_MAGNETIC: N = NO MAGNETIC MATERIAL
 LL1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1398+STABILITY: SURFACE MOTION
 LL1398
 LL1398  HISTORY     - Date     Condition        Report By
 LL1398  HISTORY     - 1985     MONUMENTED       NGS
 LL1398
 LL1398                          STATION DESCRIPTION
 LL1398
 LL1398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 LL1398'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) WEST OF BOULDER, 0.8 KM
 LL1398'(0.5 MI) NORTHWEST OF THE BETASSO WATER TREATMENT PLANT AND IN THE
 LL1398'BETASSO PRESERVE.
 LL1398'OWNERSHIP--BETASSO PRESERVE, BOULDER COUNTY OPEN SPACE, BOULDER, CO.
 LL1398'80306.  TELEPHONE---303-441-3950.
 LL1398'
 LL1398'TO REACH THE STATION FROM THE INTERSECTION OF BROADWAY, STATE
 LL1398'HIGHWAY 7 AND 93, AND CANYON BOULEVARD, STATE HIGHWAY 119, GO WEST
 LL1398'ON CANYON BOULEVARD, STATE HIGHWAY 119, FOR 8.0 KM (5.0 MI) TO A
 LL1398'SIDE ROAD RIGHT, SUGARLOAF ROAD.  TURN RIGHT, UPHILL, ON SUGARLOAF
 LL1398'ROAD, COUNTY ROAD 122, FOR 1.4 KM (0.9 MI) TO A SIDE ROAD RIGHT,
 LL1398'BETASSO ROAD.  TURN RIGHT ON BETASSO ROAD FOR 0.3 KM (0.2 MI) TO AN
 LL1398'OPEN FENCE ACROSS ROAD AND SIGN---CITY OF BOULDER WATER TREATMENT
 LL1398'PLANT---.  CONTINUE AHEAD ON BETASSO ROAD FOR 0.4 KM (0.25 MI) TO
 LL1398'THE ENTRANCE OF BETASSO PRESERVE ON THE LEFT.  TURN LEFT,
 LL1398'FOLLOWING THE ONE-WAY ROAD FOR 0.5 KM (0.3 MI) TO A PARKING AREA
 LL1398'FOR A PICNIC AREA ON THE RIGHT AND THE AZIMUTH MARK ON THE RIGHT.
 LL1398'
 LL1398'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK STAMPED---BETASSO 1985---
 LL1398'SET INTO A ROCK OUTCROP OF 1.2 M (4 FT) IN LARGEST DIMENSION.  THE
 LL1398'DISK IS ABOUT IN THE CENTER OF AN OUTCROP OF ROCKS AND BOULDERS AND
 LL1398'PROJECTS ABOUT 15 CM (6-IN) ABOVE THE GROUND.  LOCATED 27.1 M
 LL1398'(89 FT) EAST FROM THE CENTER OF A ONE-WAY ROAD, 9.8 M (32 FT)
 LL1398'SOUTHWEST FROM A BARBEQUE SET IN A CONCRETE PAD, 7.3 M (24 FT)
 LL1398'FROM A 16-INCH DIAMETER PINE TREE WITH TWO BLAZES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5143 ***********************************************************************
 AA5143  DESIGNATION -  BETH
 AA5143  PID         -  AA5143
 AA5143  STATE/COUNTY-  CO/KIT CARSON
 AA5143  USGS QUAD   -  FLAGLER SW (1979)
 AA5143
 AA5143                         *CURRENT SURVEY CONTROL
 AA5143  ___________________________________________________________________
 AA5143* NAD 83(1992)-  39 17 09.94101(N)    103 09 17.38220(W)     ADJUSTED  
 AA5143* NAVD 88     -      1543.8    (meters)    5065.     (feet)  GPS OBS   
 AA5143  ___________________________________________________________________
 AA5143  X           -  -1,125,275.322 (meters)                     COMP
 AA5143  Y           -  -4,814,706.810 (meters)                     COMP
 AA5143  Z           -   4,017,914.720 (meters)                     COMP
 AA5143  LAPLACE CORR-          -5.42  (seconds)                    DEFLEC99
 AA5143  ELLIP HEIGHT-        1522.77  (meters)          (12/03/02) GPS OBS
 AA5143  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 AA5143
 AA5143  HORZ ORDER  -  FIRST
 AA5143  ELLP ORDER  -  FOURTH    CLASS II
 AA5143
 AA5143.The horizontal coordinates were established by GPS observations
 AA5143.and adjusted by the National Geodetic Survey in May 1995..
 AA5143
 AA5143.The orthometric height was determined by GPS observations and a
 AA5143.high-resolution geoid model.
 AA5143
 AA5143.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5143
 AA5143.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5143
 AA5143.The ellipsoidal height was determined by GPS observations
 AA5143.and is referenced to NAD 83.
 AA5143
 AA5143.The geoid height was determined by GEOID03.
 AA5143
 AA5143;                    North         East     Units Scale Factor Converg.
 AA5143;SPC CO C     -   468,679.822 1,116,700.567   MT  0.99994111   +1 28 44.7
 AA5143;SPC CO C     - 1,537,660.38  3,663,708.44   sFT  0.99994111   +1 28 44.7
 AA5143;UTM  13      - 4,350,148.436   659,136.725   MT  0.99991182   +1 10 06.9
 AA5143
 AA5143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5143!SPC CO C     -   0.99976115  x   0.99994111  =   0.99970227
 AA5143!UTM  13      -   0.99976115  x   0.99991182  =   0.99967299
 AA5143
 AA5143                          SUPERSEDED SURVEY CONTROL
 AA5143
 AA5143  ELLIP H (05/23/95) 1522.77   (m)                       GP(       ) 3 1
 AA5143
 AA5143.Superseded values are not recommended for survey control.
 AA5143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5143.See file dsdata.txt to determine how the superseded data were derived.
 AA5143
 AA5143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD5913750148(NAD 83)
 AA5143_MARKER: I = METAL ROD
 AA5143_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA5143_STAMPING: BETH 1993
 AA5143_MARK LOGO: NGS   
 AA5143_PROJECTION: FLUSH
 AA5143_MAGNETIC: I = MARKER IS A STEEL ROD
 AA5143_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA5143+STABILITY: POSITION/ELEVATION WELL
 AA5143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5143+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA5143_ROD/PIPE-DEPTH: 9.9  meters
 AA5143_SLEEVE-DEPTH  : .9 meters
 AA5143
 AA5143  HISTORY     - Date     Condition        Report By
 AA5143  HISTORY     - 1993     MONUMENTED       NGS
 AA5143
 AA5143                          STATION DESCRIPTION
 AA5143
 AA5143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RSC)
 AA5143'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) EAST OF ARRIBA ALONG
 AA5143'INTERSTATE 70 IN THE NORTHWEST CORNER OF SECTION 7, T 9 S, R 51 W AT
 AA5143'INTERSTATE 70 MILEPOST 389.5.  OWNERSHIP--COLORADO DEPARTMENT OF
 AA5143'TRANSPORTATION. TO REACH THE STATION FROM THE ARRIBA EXIT (EXIT 383)
 AA5143'OF INTERSTATE 70, GO SOUTH ON THE OVERPASS ROAD TO THE SOUTH
 AA5143'INTERSTATE 70 FRONTAGE ROAD, TURN LEFT ONTO THE SOUTH FRONTAGE ROAD
 AA5143'AND PROCEED EAST 6 MI (9.7 KM) TO THE STATION ON THE RIGHT. THE
 AA5143'STATION IS A PUNCH MARK IN THE TOP CENTER OF A STEEL ROD IN A PVC PIPE
 AA5143'WITH A LOGO CAP SET IN A CONCRETE SLEEVE SET FLUSH WITH THE GROUND.
 AA5143'IT IS 173 FT (52.7 M) SOUTH OF THE EDGE OF THE SHOULDER OF EAST BOUND
 AA5143'INTERSTATE 70, 107 FT (32.6 M) SOUTH OF THE CENTERLINE OF THE SOUTH
 AA5143'INTERSTATE 70 FRONTAGE ROAD, 97.5 FT (29.7 M) EAST OF THE CENTERLINE
 AA5143'OF COUNTY ROAD 0, 14.8 FT (4.5 M) NORTH OF THE SOUTH RIGHT OF WAY
 AA5143'FENCE, 2.3 FT (0.7 M) EAST OF A FIBERGLASS WITNESS POST, AND 2.3 FT
 AA5143'(0.7 M) WEST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0359 ***********************************************************************
 HJ0359  DESIGNATION -  BETHEL
 HJ0359  PID         -  HJ0359
 HJ0359  STATE/COUNTY-  CO/BENT
 HJ0359  USGS QUAD   -  HAND SPRINGS (1967)
 HJ0359
 HJ0359                         *CURRENT SURVEY CONTROL
 HJ0359  ___________________________________________________________________
 HJ0359* NAD 83(1992)-  37 47 54.09535(N)    102 57 58.83080(W)     ADJUSTED  
 HJ0359* NAVD 88     -      1308.75   (+/-2cm)    4293.8    (feet)  VERTCON   
 HJ0359  ___________________________________________________________________
 HJ0359  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 HJ0359  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 HJ0359
 HJ0359  HORZ ORDER  -  SECOND
 HJ0359  VERT ORDER  -  THIRD ? (See Below)
 HJ0359
 HJ0359.The horizontal coordinates were established by classical geodetic methods
 HJ0359.and adjusted by the National Geodetic Survey in January 1993..
 HJ0359
 HJ0359.The NAVD 88 height was computed by applying the VERTCON shift value to
 HJ0359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HJ0359.The vertical order pertains to the NGVD 29 superseded value.
 HJ0359
 HJ0359.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0359
 HJ0359.The geoid height was determined by GEOID03.
 HJ0359
 HJ0359;                    North         East     Units Scale Factor Converg.
 HJ0359;SPC CO S     -   433,426.178 1,137,507.704   MT  0.99994559   +1 33 14.7
 HJ0359;SPC CO S     - 1,421,999.05  3,731,973.19   sFT  0.99994559   +1 33 14.7
 HJ0359;UTM  13      - 4,185,390.941   679,046.971   MT  0.99999486   +1 14 48.2
 HJ0359
 HJ0359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0359!SPC CO S     -   0.99979818  x   0.99994559  =   0.99974378
 HJ0359!UTM  13      -   0.99979818  x   0.99999486  =   0.99979304
 HJ0359
 HJ0359|---------------------------------------------------------------------|
 HJ0359| PID    Reference Object                     Distance      Geod. Az  |
 HJ0359|                                                           dddmmss.s |
 HJ0359| CM8420 BETHEL RM 1                           8.965 METERS 00320     |
 HJ0359| CM8419 BETHEL AZ MK                                       1804213.7 |
 HJ0359| CM8421 BETHEL RM 2                          14.350 METERS 26824     |
 HJ0359|---------------------------------------------------------------------|
 HJ0359
 HJ0359                          SUPERSEDED SURVEY CONTROL
 HJ0359
 HJ0359  NAD 83(1986)-  37 47 54.08521(N)    102 57 58.81903(W) AD(       ) 2
 HJ0359  NAD 27      -  37 47 54.05606(N)    102 57 57.09278(W) AD(       ) 2
 HJ0359  NGVD 29 (07/19/86) 1308.14   (m)         4291.8    (f) LEVELING    3  
 HJ0359
 HJ0359.Superseded values are not recommended for survey control.
 HJ0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0359.See file dsdata.txt to determine how the superseded data were derived.
 HJ0359
 HJ0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB7904785391(NAD 83)
 HJ0359_MARKER: DS = TRIANGULATION STATION DISK
 HJ0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0359
 HJ0359  HISTORY     - Date     Condition        Report By
 HJ0359  HISTORY     - 1954     MONUMENTED       CGS
 HJ0359  HISTORY     - 1968     GOOD             CGS
 HJ0359
 HJ0359                          STATION DESCRIPTION
 HJ0359
 HJ0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 HJ0359'THE STATION IS LOCATED ALONG THE EAST SIDE OF A NORTH-SOUTH
 HJ0359'ROAD.  IT IS ABOUT 15 MILES AIRLINE SOUTH OF THE CADDOA
 HJ0359'RAILROAD SIDING, ABOUT 33 MILES AIRLINE NORTHWEST OF SPRINGFIELD,
 HJ0359'ABOUT 23 MILES AIRLINE SOUTHEAST OF LAS ANIMAS, AND ABOUT
 HJ0359'0.6 MILE NORTH OF THE BETHEL CEMETERY.
 HJ0359'
 HJ0359'THE STATION IS A STANDARD DISK, STAMPED BETHEL 1954 AND SET
 HJ0359'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 HJ0359'8 INCHES.  IT IS 29 FEET EAST OF THE CENTERLINE OF THE ROAD,
 HJ0359'5 FEET NORTH-NORTHWEST OF A WITNESS POST, AND 5 FEET WEST OF
 HJ0359'A WIRE FENCE.
 HJ0359'
 HJ0359'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BETHEL NO 1 1954
 HJ0359'AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 HJ0359'PROJECTS 8 INCHES.  IT IS 31 FEET EAST OF THE CENTERLINE OF
 HJ0359'THE ROAD, 1-1/2 FEET WEST OF THE WIRE FENCE, AND ABOUT THE
 HJ0359'SAME ELEVATION AS THE STATION.
 HJ0359'
 HJ0359'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BETHEL NO 2 1954
 HJ0359'AND SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 HJ0359'THAT PROJECTS 8 INCHES.  IT IS 18 FEET WEST OF THE CENTERLINE
 HJ0359'OF THE ROAD, AND ABOUT THE SAME ELEVATION AS THE STATION.
 HJ0359'
 HJ0359'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BETHEL 1954 AND
 HJ0359'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 HJ0359'PROJECTS 12 INCHES.  IT IS 27 FEET WEST OF THE CENTER LINE OF
 HJ0359'THE ROAD, AND 1-1/2 FEET NORTH OF THE NORTHEAST CORNER POST OF
 HJ0359'THE FENCE AROUND THE BETHEL CEMETERY.  TO REACH THE MARK FROM
 HJ0359'THE STATION GO SOUTH FOR 0.6 MILE TO THE MARK ON THE RIGHT.
 HJ0359'
 HJ0359'TO REACH THE STATION FROM THE POST OFFICE IN HASTY GO SOUTH
 HJ0359'ON STATE HIGHWAY 266 FOR 5.0 MILES TO A FORK AT THE SOUTH
 HJ0359'EDGE OF JOHN MARTIN DAM.  TAKE THE RIGHT FORK, WEST, AND GO
 HJ0359'3.8 MILES TO THE CADDOA RAILROAD SIDING AND A ROAD LEFT.
 HJ0359'TURN LEFT, SOUTH, AND FOLLOW THE MAIN TRAVELED ROAD FOR 3.2
 HJ0359'MILES TO A T-ROAD SOUTH.  TURN LEFT, SOUTH, AND GO 15.5 MILES
 HJ0359'TO THE STATION ON THE LEFT.
 HJ0359'
 HJ0359'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 HJ0359
 HJ0359                          STATION RECOVERY (1968)
 HJ0359
 HJ0359'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (EIH)
 HJ0359'ALL MARKS WERE RECOVERED IN GOOD CONDITION WITH THE EXCEPTION
 HJ0359'OF REFERENCE MARK 2 WHICH IS PARTLY EXPOSED DUE TO EROSION.
 HJ0359'A NEW DESCRIPTION TO REACH THE STATION FOLLOWS--
 HJ0359'
 HJ0359'TO REACH THE STATION FROM THE POST OFFICE IN HASTY, GO SOUTH
 HJ0359'ON STATE HIGHWAY 266 FOR 2.3 MILES TO A FORK, TAKE THE RIGHT
 HJ0359'ROAD AND CONTINUE AHEAD, CROSSING THE JOHN MARTIN DAM, FOR
 HJ0359'2.6 MILES TO A FORK, TAKE THE RIGHT ROAD AND GO 1.2 MILES
 HJ0359'TO THE CADDOA RAILROAD SIDING, CROSS THE TRACKS AND GO SOUTH
 HJ0359'FOR 2.5 MILES TO AN EAST-WEST ROAD, TURN RIGHT AND GO WEST
 HJ0359'FOR 0.5 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO SOUTH FOR
 HJ0359'15.1 MILES TO A CATTLE GUARD, CROSS THE CATTLE GUARD AND
 HJ0359'CONTINUE 0.35 MILE TO THE STATION ON THE LEFT, CONTINUE SOUTH
 HJ0359'FOR 0.65 MILE TO THE AZIMUTH MARK ON THE RIGHT AT THE
 HJ0359'NORTHEAST CORNER OF THE BETHEL CEMETARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0432 ***********************************************************************
 KJ0432  DESIGNATION -  BETHUNE ET
 KJ0432  PID         -  KJ0432
 KJ0432  STATE/COUNTY-  CO/KIT CARSON
 KJ0432  USGS QUAD   -  BETHUNE (1984)
 KJ0432
 KJ0432                         *CURRENT SURVEY CONTROL
 KJ0432  ___________________________________________________________________
 KJ0432* NAD 83(1992)-  39 17 39.59720(N)    102 25 40.61815(W)     ADJUSTED  
 KJ0432* NAVD 88     -      1308.6    (meters)    4293.     (feet)  GPS OBS   
 KJ0432  ___________________________________________________________________
 KJ0432  X           -  -1,063,940.835 (meters)                     COMP
 KJ0432  Y           -  -4,827,849.925 (meters)                     COMP
 KJ0432  Z           -   4,018,472.672 (meters)                     COMP
 KJ0432  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 KJ0432  ELLIP HEIGHT-        1285.84  (meters)          (12/03/02) GPS OBS
 KJ0432  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 KJ0432
 KJ0432  HORZ ORDER  -  FIRST
 KJ0432  ELLP ORDER  -  FOURTH    CLASS II
 KJ0432
 KJ0432.The horizontal coordinates were established by GPS observations
 KJ0432.and adjusted by the National Geodetic Survey in December 1998..
 KJ0432
 KJ0432.The orthometric height was determined by GPS observations and a
 KJ0432.high-resolution geoid model.
 KJ0432
 KJ0432.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KJ0432
 KJ0432.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0432
 KJ0432.The ellipsoidal height was determined by GPS observations
 KJ0432.and is referenced to NAD 83.
 KJ0432
 KJ0432.The geoid height was determined by GEOID03.
 KJ0432
 KJ0432;                    North         East     Units Scale Factor Converg.
 KJ0432;SPC CO C     -   471,463.221 1,179,350.461   MT  0.99994158   +1 56 15.0
 KJ0432;SPC CO C     - 1,546,792.25  3,869,252.30   sFT  0.99994158   +1 56 15.0
 KJ0432;UTM  13      - 4,352,593.923   721,807.583   MT  1.00020580   +1 37 46.4
 KJ0432
 KJ0432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0432!SPC CO C     -   0.99979830  x   0.99994158  =   0.99973990
 KJ0432!UTM  13      -   0.99979830  x   1.00020580  =   1.00000406
 KJ0432
 KJ0432:                Primary Azimuth Mark                     Grid Az
 KJ0432:SPC CO C     -  PASS ET                                  087 40 29.2
 KJ0432:UTM  13      -  PASS ET                                  087 58 57.8
 KJ0432
 KJ0432|---------------------------------------------------------------------|
 KJ0432| PID    Reference Object                     Distance      Geod. Az  |
 KJ0432|                                                           dddmmss.s |
 KJ0432| KJ0429 PASS ET                             APPROX. 4.8 KM 0893644.2 |
 KJ0432| CP7432 BETHUNE ET RM 1                      11.788 METERS 18431     |
 KJ0432| CP7433 BETHUNE ET RM 2                      11.731 METERS 25703     |
 KJ0432|---------------------------------------------------------------------|
 KJ0432
 KJ0432                          SUPERSEDED SURVEY CONTROL
 KJ0432
 KJ0432  ELLIP H (12/14/98) 1285.81   (m)                       GP(       ) 4 2
 KJ0432  NAD 83(1992)-  39 17 39.59812(N)    102 25 40.61604(W) AD(       ) 2
 KJ0432  NAD 83(1986)-  39 17 39.59458(N)    102 25 40.61368(W) AD(       ) 2
 KJ0432  NAD 27      -  39 17 39.61161(N)    102 25 38.91169(W) AD(       ) 2
 KJ0432  NGVD 29 (07/19/86) 1307.9    (m)         4291.     (f) VERT ANG       
 KJ0432
 KJ0432.Superseded values are not recommended for survey control.
 KJ0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0432.See file dsdata.txt to determine how the superseded data were derived.
 KJ0432
 KJ0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD2180852594(NAD 83)
 KJ0432_MARKER: DS = TRIANGULATION STATION DISK
 KJ0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0432_STAMPING: BETHUNE ET 1969
 KJ0432_MARK LOGO: USGS  
 KJ0432_PROJECTION: FLUSH
 KJ0432_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KJ0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KJ0432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0432+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1998
 KJ0432
 KJ0432  HISTORY     - Date     Condition        Report By
 KJ0432  HISTORY     - 1969     MONUMENTED       USGS
 KJ0432  HISTORY     - 19980624 GOOD             CODOT
 KJ0432
 KJ0432                          STATION DESCRIPTION
 KJ0432
 KJ0432'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (GDF)
 KJ0432'THE STATION IS LOCATED SOUTH 1 DEG WEST ABOUT .75 MILE AIRLINE
 KJ0432'FROM BETHUNE, COLORADO, AT THE NORTHEAST END OF THE OVERPASS AT
 KJ0432'INTERSTATE 70.
 KJ0432'
 KJ0432'TO REACH FROM U.S. HIGHWAY 24 AND THE CROSSROAD AT THE SOUTHWEST
 KJ0432'CORNER OF BETHUNE GO SOUTH 0.5 MILE TO THE NORTH END OF THE
 KJ0432'OVERPASS.  THE STATION IS 18.6 FEET EAST OF THE CENTERLINE OF
 KJ0432'ROAD, 8 FEET NORTH-NORTHWEST OF EAST CORNER OF WINGWALL, 5.4 FEET
 KJ0432'NORTH OF A USGS WITNESS SIGN MOUNTED ON A METAL POST.
 KJ0432'
 KJ0432'THE STATION MARK IS A USGS BRONZE TABLET SOLDERED TO A COPPER
 KJ0432'COATED STEEL ROD DRIVEN TO REFUSAL (15 FEET), CENTERED IN AN
 KJ0432'ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED
 KJ0432'WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED
 KJ0432'BETHUNE E.T. 1969.
 KJ0432'
 KJ0432'REFERENCE MARK NO. 1 IS A USGS BRONZE REFERENCE MARK TABLET
 KJ0432'CEMENTED IN A DRILL HOLE AND COUNTERSUNK FLUSH WITH THE TOP OF
 KJ0432'THE BRIDGE CURBING ON EAST SIDE OF OVERPASS, AND STAMPED
 KJ0432'BETHUNE E.T. 1969 NO. 1.
 KJ0432'
 KJ0432'REFERENCE MARK NO. 2 IS A USGS BRONZE REFERENCE MARK TABLET
 KJ0432'CEMENTED IN A DRILL HOLE AND COUNTERSUNK FLUSH WITH THE TOP OF
 KJ0432'THE NORTHWEST WINGWALL OF OVERPASS AND STAMPED BETHUNE E.T. 1969
 KJ0432'NO. 2.
 KJ0432'
 KJ0432'USGS STATION PASS E.T. 1969 IS VISIBLE FROM THE GROUND AND WILL
 KJ0432'SERVE AS THE AZIMUTH MARK.
 KJ0432'
 KJ0432'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
 KJ0432
 KJ0432                          STATION RECOVERY (1998)
 KJ0432
 KJ0432'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (KAW)
 KJ0432'THE STATION WILL BE USED DURING A COLORADO HARN DENSIFICATION PROJECT
 KJ0432'THE STATION IS LOCATED AT THE NORTHEAST END OF THE STRUCTURE (G-27-O)
 KJ0432'OVER I-70 AT THE BETHUNE INTERCHANGE (I-70 EXIT 429) AT I-70 MILEPOST
 KJ0432'428.9 IN THE NORTHWEST 1/4 SECTION 3, T 9 S, R 45 W, 6TH PM
 KJ0432'OWNERSHIP-- CODOT THE STATION IS A 9 CM DIAMETER BRASS USGS
 KJ0432'TRIANGULATION DISK IN A 15 CM DIAMETER TILE CASING SET FLUSH WITH THE
 KJ0432'GROUND.  IT IS 19.0 M (62.3 FT) SOUTH-SOUTHWEST OF A LIGHT POLE, 12.9
 KJ0432'M (42.3 FT) SOUTH OF THE NORTH END OF THE EAST GUARDRAIL, 5.7 M (18.7
 KJ0432'FT) EAST OF THE CENTER OF COUNTY ROAD 40, 2.4 M (7.9 FT)
 KJ0432'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE STRUCTURE WINGWALL, 1.6
 KJ0432'M (5.2 FT) NORTH-NORTHWEST OF A STEEL USGS WITNESS POST, 1.3 M (4.3
 KJ0432'FT) EAST OF THE WEST FACE OF THE EAST GUARDRAIL, 0.4 M (1.3 FT) EAST
 KJ0432'OF A FIBERGLASS NGS WITNESS POST DESCRIPTION BY K A WILLIAMS, CODOT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0292 ***********************************************************************
 HJ0292  DESIGNATION -  BETTY
 HJ0292  PID         -  HJ0292
 HJ0292  STATE/COUNTY-  CO/BACA
 HJ0292  USGS QUAD   -  PLAINS COMMUNITY (1971)
 HJ0292
 HJ0292                         *CURRENT SURVEY CONTROL
 HJ0292  ___________________________________________________________________
 HJ0292* NAD 83(1992)-  37 37 46.77534(N)    102 15 21.02877(W)     ADJUSTED  
 HJ0292* NAVD 88     -      1202.     (meters)    3944.     (feet)  SCALED    
 HJ0292  ___________________________________________________________________
 HJ0292  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 HJ0292  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 HJ0292
 HJ0292  HORZ ORDER  -  FIRST
 HJ0292
 HJ0292.The horizontal coordinates were established by classical geodetic methods
 HJ0292.and adjusted by the National Geodetic Survey in November 1994..
 HJ0292
 HJ0292.The orthometric height was scaled from a topographic map.
 HJ0292
 HJ0292.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0292
 HJ0292.The geoid height was determined by GEOID03.
 HJ0292
 HJ0292;                    North         East     Units Scale Factor Converg.
 HJ0292;SPC CO S     -   416,649.110 1,200,699.854   MT  0.99995174   +1 59 23.6
 HJ0292;SPC CO S     - 1,366,956.29  3,939,296.10   sFT  0.99995174   +1 59 23.6
 HJ0292;UTM  13      - 4,168,268.502   742,160.134   MT  1.00032237   +1 40 34.6
 HJ0292
 HJ0292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0292!SPC CO S     -   0.99981521  x   0.99995174  =   0.99976696
 HJ0292!UTM  13      -   0.99981521  x   1.00032237  =   1.00013752
 HJ0292
 HJ0292|---------------------------------------------------------------------|
 HJ0292| PID    Reference Object                     Distance      Geod. Az  |
 HJ0292|                                                           dddmmss.s |
 HJ0292| CM8426 BETTY RM 1                           22.549 METERS 17136     |
 HJ0292| HJ0315 WALSH MUNICIPAL TANK                APPROX.27.0 KM 1842258.8 |
 HJ0292| HJ0314 WALSH HIGH PLAINS GRAIN ELEV        APPROX.26.9 KM 1845927.0 |
 HJ0292| CM8427 BETTY RM 2                           20.214 METERS 26412     |
 HJ0292| CM8425 BETTY AZ MK                                        3595426.8 |
 HJ0292|---------------------------------------------------------------------|
 HJ0292
 HJ0292                          SUPERSEDED SURVEY CONTROL
 HJ0292
 HJ0292  NAD 83(1992)-  37 37 46.77649(N)    102 15 21.02610(W) AD(       ) 1
 HJ0292  NAD 83(1986)-  37 37 46.77616(N)    102 15 21.01985(W) AD(       ) 1
 HJ0292  NAD 27      -  37 37 46.73409(N)    102 15 19.35077(W) AD(       ) 1
 HJ0292
 HJ0292.Superseded values are not recommended for survey control.
 HJ0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0292.See file dsdata.txt to determine how the superseded data were derived.
 HJ0292
 HJ0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB4216068269(NAD 83)
 HJ0292_MARKER: DS = TRIANGULATION STATION DISK
 HJ0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0292
 HJ0292  HISTORY     - Date     Condition        Report By
 HJ0292  HISTORY     - 1953     MONUMENTED       CGS
 HJ0292
 HJ0292                          STATION DESCRIPTION
 HJ0292
 HJ0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HJ0292'THE STATION IS LOCATED AIRLINE, ABOUT 8-1/2 MILES NORTHEAST OF
 HJ0292'TWO BUTTES AND ABOUT 5 MILES NORTH OF STATE HIGHWAY 116, ALONG
 HJ0292'THE WEST SIDE OF STATE ROUTE 51.
 HJ0292'
 HJ0292'THE STATION IS A STANDARD DISK STAMPED BETTY 1953 SET IN
 HJ0292'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 HJ0292'3 INCHES ABOVE THE GROUND.  IT IS 60 FEET WEST OF THE CENTER
 HJ0292'LINE OF STATE ROUTE 51, 3 FEET NORTHEAST OF A WHITE WITNESS
 HJ0292'POST AND 12 FEET WEST OF A FENCE CORNER IN AN EAST-WEST FENCE
 HJ0292'LINE.
 HJ0292'
 HJ0292'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BETTY
 HJ0292'NO 1 1953 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 HJ0292'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT 1 FOOT
 HJ0292'LOWER THAN THE STATION.  IT IS 48 FEET WEST OF THE CENTER LINE
 HJ0292'OF STATE ROUTE 51 AND 18 INCHES WEST OF A NORTH-SOUTH FENCE
 HJ0292'LINE.
 HJ0292'
 HJ0292'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BETTY
 HJ0292'NO 2 1953 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HJ0292'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 HJ0292'1 FOOT LOWER THAN THE STATION.  IT IS 5 FEET SOUTH OF AN
 HJ0292'EAST-WEST FENCE LINE.
 HJ0292'
 HJ0292'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BETTY 1953 SET IN
 HJ0292'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 HJ0292'4 INCHES ABOVE THE GROUND.  IT IS 52 FEET WEST OF THE CENTER LINE
 HJ0292'OF STATE ROUTE 51.
 HJ0292'
 HJ0292'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE
 HJ0292'ROUTE 51 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT, WEST
 HJ0292'SIDE.
 HJ0292'
 HJ0292'TO REACH THE STATION FROM THE MAIN INTERSECTION IN THE VILLAGE
 HJ0292'OF TWO BUTTES, GO SOUTH FOR 0.35 MILE TO STATE HIGHWAY 116.
 HJ0292'TURN LEFT AND GO EAST ON STATE HIGHWAY 116 FOR 7.6 MILES TO
 HJ0292'STATE ROUTE 51.  TURN LEFT AND GO NORTH ON STATE ROUTE 51 FOR
 HJ0292'4.9 MILES TO A FENCE CORNER, A WHITE WITNESS POST AND THE
 HJ0292'STATION ON THE LEFT, WEST SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0454 ***********************************************************************
 HK0454  DESIGNATION -  BFFN 1
 HK0454  PID         -  HK0454
 HK0454  STATE/COUNTY-  CO/LAS ANIMAS
 HK0454  USGS QUAD   -  DELAGUA (1971)
 HK0454
 HK0454                         *CURRENT SURVEY CONTROL
 HK0454  ___________________________________________________________________
 HK0454* NAD 83(1992)-  37 15 27.66336(N)    104 37 38.48768(W)     ADJUSTED  
 HK0454* NAVD 88     -      2247.     (meters)    7372.     (feet)  VERTCON   
 HK0454  ___________________________________________________________________
 HK0454  LAPLACE CORR-          -7.39  (seconds)                    DEFLEC99
 HK0454  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 HK0454
 HK0454  HORZ ORDER  -  THIRD
 HK0454
 HK0454.The horizontal coordinates were established by classical geodetic methods
 HK0454.and adjusted by the National Geodetic Survey in January 1993..
 HK0454
 HK0454.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0454
 HK0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0454
 HK0454.The geoid height was determined by GEOID03.
 HK0454
 HK0454;                    North         East     Units Scale Factor Converg.
 HK0454;SPC CO S     -   370,755.762   991,812.812   MT  0.99999567   +0 32 06.9
 HK0454;SPC CO S     - 1,216,387.86  3,253,972.53   sFT  0.99999567   +0 32 06.9
 HK0454;UTM  13      - 4,123,523.801   533,044.086   MT  0.99961345   +0 13 32.2
 HK0454
 HK0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0454!SPC CO S     -   0.99965040  x   0.99999567  =   0.99964608
 HK0454!UTM  13      -   0.99965040  x   0.99961345  =   0.99926399
 HK0454
 HK0454:                Primary Azimuth Mark                     Grid Az
 HK0454:SPC CO S     -  FORBES                                   110 01 46.9
 HK0454:UTM  13      -  FORBES                                   110 20 21.6
 HK0454
 HK0454|---------------------------------------------------------------------|
 HK0454| PID    Reference Object                     Distance      Geod. Az  |
 HK0454|                                                           dddmmss.s |
 HK0454| HK0474 FORBES                              APPROX. 2.9 KM 1103353.8 |
 HK0454|---------------------------------------------------------------------|
 HK0454
 HK0454                          SUPERSEDED SURVEY CONTROL
 HK0454
 HK0454  NAD 83(1986)-  37 15 27.67197(N)    104 37 38.48436(W) AD(       ) 3
 HK0454  NAD 27      -  37 15 27.60900(N)    104 37 36.53467(W) AD(       ) 3
 HK0454  NGVD 29 (07/19/86) 2246.     (m)         7369.     (f) VERT ANG       
 HK0454
 HK0454.Superseded values are not recommended for survey control.
 HK0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0454.See file dsdata.txt to determine how the superseded data were derived.
 HK0454
 HK0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB3304423524(NAD 83)
 HK0454_MARKER: DD = SURVEY DISK
 HK0454_SETTING: 66 = SET IN ROCK OUTCROP
 HK0454_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 HK0454_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HK0454+STABILITY: POSITION/ELEVATION WELL
 HK0454
 HK0454  HISTORY     - Date     Condition        Report By
 HK0454  HISTORY     - 1949     MONUMENTED       USGS
 HK0454
 HK0454                          STATION DESCRIPTION
 HK0454
 HK0454'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 HK0454'STATION IS LOCATED ABOUT 7 MI. (AIRLINE) N. OF TRINIDAD, COLORADO,
 HK0454'T 32 S, R 64 W, SEC. 11.
 HK0454'
 HK0454'TO REACH FROM TRINIDAD CITY LIMITS, FOLLOW STATE HIGHWAY 12 W. FOR
 HK0454'6 MI. TO COKEDALE ROAD, TURN RIGHT (NW.) FOR 7 MI. TO SIDE RD., TURN
 HK0454'RIGHT (E.) FORD CREEK, CONTINUE THROUGH GATE 0.2 MI. TO RAILROAD
 HK0454'TRACK, CONTINUE STRAIGHT E. 3.1 MI. TO FORK IN RD., TURN LEFT AND
 HK0454'FOLLOW LOGGING RD. 1.0 MI. TO CROSSROAD, TURN RIGHT 0.4 MI. TO TOP OF
 HK0454'RIDGE, FOLLOW FAINT TRAIL ALONG TOP OF RIDGE E. 1.0 MI. TO STATION.
 HK0454'THE STATION IS ON THE NW. POINT OF RIDGE.  THE RIDGE TRAVEL IS GOOD
 HK0454'FOR JEEP ONLY.
 HK0454'
 HK0454'STATION MARK--STANDARD TABLET STAMPED ---BFFN 1 1949---, CEMENTED IN
 HK0454'A DRILLED HOLE IN ROCK.
 HK0454'
 HK0454'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0451 ***********************************************************************
 HK0451  DESIGNATION -  BFPF 1
 HK0451  PID         -  HK0451
 HK0451  STATE/COUNTY-  CO/LAS ANIMAS
 HK0451  USGS QUAD   -  LUDLOW (1971)
 HK0451
 HK0451                         *CURRENT SURVEY CONTROL
 HK0451  ___________________________________________________________________
 HK0451* NAD 83(1992)-  37 15 08.27117(N)    104 31 25.47533(W)     ADJUSTED  
 HK0451* NAVD 88     -      2193.     (meters)    7195.     (feet)  VERTCON   
 HK0451  ___________________________________________________________________
 HK0451  LAPLACE CORR-          -7.34  (seconds)                    DEFLEC99
 HK0451  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 HK0451
 HK0451  HORZ ORDER  -  THIRD
 HK0451
 HK0451.The horizontal coordinates were established by classical geodetic methods
 HK0451.and adjusted by the National Geodetic Survey in January 1993..
 HK0451
 HK0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0451
 HK0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0451
 HK0451.The geoid height was determined by GEOID03.
 HK0451
 HK0451;                    North         East     Units Scale Factor Converg.
 HK0451;SPC CO S     -   370,248.931 1,001,010.256   MT  0.99999661   +0 35 55.7
 HK0451;SPC CO S     - 1,214,725.03  3,284,147.81   sFT  0.99999661   +0 35 55.7
 HK0451;UTM  13      - 4,122,967.411   542,235.172   MT  0.99962197   +0 17 17.9
 HK0451
 HK0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0451!SPC CO S     -   0.99965894  x   0.99999661  =   0.99965555
 HK0451!UTM  13      -   0.99965894  x   0.99962197  =   0.99928104
 HK0451
 HK0451:                Primary Azimuth Mark                     Grid Az
 HK0451:SPC CO S     -  BOWEN                                    139 19 11.7
 HK0451:UTM  13      -  BOWEN                                    139 37 49.5
 HK0451
 HK0451|---------------------------------------------------------------------|
 HK0451| PID    Reference Object                     Distance      Geod. Az  |
 HK0451|                                                           dddmmss.s |
 HK0451| HK0472 BOWEN                               APPROX. 1.8 KM 1395507.4 |
 HK0451|---------------------------------------------------------------------|
 HK0451
 HK0451                          SUPERSEDED SURVEY CONTROL
 HK0451
 HK0451  NAD 83(1986)-  37 15 08.28002(N)    104 31 25.47225(W) AD(       ) 3
 HK0451  NAD 27      -  37 15 08.21957(N)    104 31 23.52900(W) AD(       ) 3
 HK0451  NGVD 29 (07/19/86) 2192.     (m)         7192.     (f) VERT ANG       
 HK0451
 HK0451.Superseded values are not recommended for survey control.
 HK0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0451.See file dsdata.txt to determine how the superseded data were derived.
 HK0451
 HK0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB4223522967(NAD 83)
 HK0451_MARKER: DD = SURVEY DISK
 HK0451_SETTING: 66 = SET IN ROCK OUTCROP
 HK0451_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 HK0451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HK0451+STABILITY: POSITION/ELEVATION WELL
 HK0451
 HK0451  HISTORY     - Date     Condition        Report By
 HK0451  HISTORY     - 1949     MONUMENTED       USGS
 HK0451
 HK0451                          STATION DESCRIPTION
 HK0451
 HK0451'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 HK0451'STATION IS LOCATED ABOUT 6 MI. (AIRLINE) N. FROM TRINIDAD, COLORADO,
 HK0451'ABOUT 2 MI. (AIRLINE) W. OF THE DENVER AND RIO GRANDE AND WESTERN
 HK0451'RAILROAD, T 32 S, R 64 W, SEC. 24.
 HK0451'
 HK0451'TO REACH FROM TRINIDAD CITY LIMITS FOLLOW OLD HIGHWAY U.S. 85 AND 87
 HK0451'FOR 1.1 MI. N., TURN LEFT (W.) AND FOLLOW BALDY MINE ROAD 2.6 MI. TO
 HK0451'MINE AND END OF RD., FOLLOW CANYON E. BY MINE ENTRANCE TO TOP OF
 HK0451'RIDGE, FOLLOW RIDGE N. TO STATION, ABOUT AN HOUR PACK.
 HK0451'
 HK0451'STATION MARK--STANDARD TABLET STAMPED ---BFPF 1 1949---, CEMENTED IN A
 HK0451'DRILL HOLE IN ROCK.
 HK0451'
 HK0451'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3077 ***********************************************************************
 AI3077  DESIGNATION -  BG 3
 AI3077  PID         -  AI3077
 AI3077  STATE/COUNTY-  CO/ADAMS
 AI3077  USGS QUAD   -  MANILA (1951)
 AI3077
 AI3077                         *CURRENT SURVEY CONTROL
 AI3077  ___________________________________________________________________
 AI3077* NAD 83(1992)-  39 50 27.21420(N)    104 35 00.85084(W)     ADJUSTED  
 AI3077* NAVD 88     -      1624.4    (meters)    5329.     (feet)  GPS OBS   
 AI3077  ___________________________________________________________________
 AI3077  X           -  -1,235,108.935 (meters)                     COMP
 AI3077  Y           -  -4,747,236.652 (meters)                     COMP
 AI3077  Z           -   4,065,465.858 (meters)                     COMP
 AI3077  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 AI3077  ELLIP HEIGHT-        1606.32  (meters)          (12/03/02) GPS OBS
 AI3077  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 AI3077
 AI3077  HORZ ORDER  -  FIRST
 AI3077  ELLP ORDER  -  FOURTH    CLASS II
 AI3077
 AI3077.The horizontal coordinates were established by GPS observations
 AI3077.and adjusted by the National Geodetic Survey in December 1999..
 AI3077
 AI3077.The orthometric height was determined by GPS observations and a
 AI3077.high-resolution geoid model.
 AI3077
 AI3077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3077
 AI3077.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3077
 AI3077.The ellipsoidal height was determined by GPS observations
 AI3077.and is referenced to NAD 83.
 AI3077
 AI3077.The geoid height was determined by GEOID03.
 AI3077
 AI3077;                    North         East     Units Scale Factor Converg.
 AI3077;SPC CO N     -   361,560.085   992,837.891   MT  0.99998227   +0 35 31.7
 AI3077;SPC CO N     - 1,186,218.38  3,257,335.65   sFT  0.99998227   +0 35 31.7
 AI3077;UTM  13      - 4,410,181.073   535,628.788   MT  0.99961563   +0 16 00.5
 AI3077
 AI3077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3077!SPC CO N     -   0.99974806  x   0.99998227  =   0.99973034
 AI3077!UTM  13      -   0.99974806  x   0.99961563  =   0.99936379
 AI3077
 AI3077                          SUPERSEDED SURVEY CONTROL
 AI3077
 AI3077  ELLIP H (12/27/99) 1606.36   (m)                       GP(       ) 4 1
 AI3077
 AI3077.Superseded values are not recommended for survey control.
 AI3077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3077.See file dsdata.txt to determine how the superseded data were derived.
 AI3077
 AI3077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE3562910181(NAD 83)
 AI3077_MARKER: A = ALUMINUM MARKER
 AI3077_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AI3077_STAMPING: URBAN DRAINAGE AND FLOOD CONTROL DISTRICT BG-3
 AI3077_MARK LOGO: CO-001
 AI3077_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI3077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI3077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3077+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3077
 AI3077  HISTORY     - Date     Condition        Report By
 AI3077  HISTORY     - 1999     MONUMENTED       CO-001
 AI3077
 AI3077                          STATION DESCRIPTION
 AI3077
 AI3077'DESCRIBED BY ADAMS COUNTY COLORADO 1999
 AI3077'DESCRIBED BY JR ENGINEERING 1999 (TGB) .  THE STATION IS LOCATED ABOUT
 AI3077'6.7 MI (10.8 KM) NORTH OF WATKINS IN THE NORTHEAST 1/4 OF SECTION 31,
 AI3077'T 2 S, R 64 W, 6TH P.M.  OWNERSHIP--ADAMS COUNTY.  TO REACH THE
 AI3077'STATION FROM THE INTERSECTION OF STATE HIGHWAY 36 AND COUNTY ROAD 25
 AI3077'NORTH (IMBODEN ROAD) PROCEED NORTH ON COUNTY ROAD 25 NORTH (IMBODEN
 AI3077'ROAD) FOR 6.5 MI (10.5 KM) AND STATION ON THE LEFT.  THE STATION IS AN
 AI3077'ALUMINUM DISK SET ON A FINNED ROD IN AN ACCESS COVER SURROUNDED BY
 AI3077'CONCRETE AND FLUSH WITH THE GROUND.  IT IS 55.0 FT (16.8 M) WEST OF
 AI3077'THE CENTER OF COUNTY ROAD 25 NORTH (IMBODEN ROAD) , 32.1 FT (9.8 M)
 AI3077'SOUTHWEST OF A TELEPHONE PEDESTAL, 16.5 FT (5.0 M) NORTH OF A METAL
 AI3077'FENCE SURROUNDING A GAS WELL HEAD, 2.6 FT (0.8 M) SOUTHEAST OF A
 AI3077'FIBERGLASS WITNESS POST, 2.7 FT (0.8 M) NORTHEAST OF A FIBERGLASS
 AI3077'WITNESS POST AND 2.0 FT (0.6 M) BELOW COUNTY ROAD 25 NORTH (IMBODEN
 AI3077'ROAD) .  DESCRIPTION BY T.G.  BEERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0461 ***********************************************************************
 JM0461  DESIGNATION -  BGPC 1
 JM0461  PID         -  JM0461
 JM0461  STATE/COUNTY-  CO/MESA
 JM0461  USGS QUAD   -  GATEWAY (1973)
 JM0461
 JM0461                         *CURRENT SURVEY CONTROL
 JM0461  ___________________________________________________________________
 JM0461* NAD 83(1992)-  38 37 33.19839(N)    108 59 24.81046(W)     ADJUSTED  
 JM0461* NAVD 88     -      2161.5    (meters)    7092.     (feet)  VERTCON   
 JM0461  ___________________________________________________________________
 JM0461  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 JM0461  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 JM0461
 JM0461  HORZ ORDER  -  THIRD
 JM0461
 JM0461.The horizontal coordinates were established by classical geodetic methods
 JM0461.and adjusted by the National Geodetic Survey in November 1997..
 JM0461
 JM0461.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0461
 JM0461.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0461
 JM0461.The geoid height was determined by GEOID03.
 JM0461
 JM0461;                    North         East     Units Scale Factor Converg.
 JM0461;SPC CO C     -   398,617.510   610,554.352   MT  0.99997007   -2 12 04.5
 JM0461;SPC CO C     - 1,307,797.61  2,003,127.07   sFT  0.99997007   -2 12 04.5
 JM0461;UTM  12      - 4,277,178.183   674,950.648   MT  0.99997693   +1 15 17.6
 JM0461
 JM0461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0461!SPC CO C     -   0.99966384  x   0.99997007  =   0.99963392
 JM0461!UTM  12      -   0.99966384  x   0.99997693  =   0.99964078
 JM0461
 JM0461:                Primary Azimuth Mark                     Grid Az
 JM0461:SPC CO C     -  CAVE                                     139 30 59.5
 JM0461:UTM  12      -  CAVE                                     136 03 37.4
 JM0461
 JM0461|---------------------------------------------------------------------|
 JM0461| PID    Reference Object                     Distance      Geod. Az  |
 JM0461|                                                           dddmmss.s |
 JM0461| JM0456 CAVE                                APPROX. 1.8 KM 1371855.0 |
 JM0461|---------------------------------------------------------------------|
 JM0461
 JM0461                          SUPERSEDED SURVEY CONTROL
 JM0461
 JM0461  NAD 83(1992)-  38 37 33.19288(N)    108 59 24.81534(W) AD(       ) 3
 JM0461  NAD 83(1986)-  38 37 33.19096(N)    108 59 24.80720(W) AD(       ) 3
 JM0461  NAD 27      -  38 37 33.22894(N)    108 59 22.39895(W) AD(       ) 3
 JM0461  NGVD 29 (07/19/86) 2160.3    (m)         7088.     (f) VERT ANG       
 JM0461
 JM0461.Superseded values are not recommended for survey control.
 JM0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0461.See file dsdata.txt to determine how the superseded data were derived.
 JM0461
 JM0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH7495177178(NAD 83)
 JM0461_MARKER: DD = SURVEY DISK
 JM0461_SETTING: 0 = UNSPECIFIED SETTING
 JM0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0461
 JM0461  HISTORY     - Date     Condition        Report By
 JM0461  HISTORY     - 1947     MONUMENTED       USGS
 JM0461
 JM0461                          STATION DESCRIPTION
 JM0461
 JM0461'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JM0461'LOCATED IN THE SW. 1/4 SEC. 4, T 50 N, R 19 W, S. AND W. FROM GATEWAY,
 JM0461'COLORADO, 4.0 MI. AIRLINE AND 9.1 MI. BY RD.  ON A ROCK OUTCROP ONON
 JM0461'A SMALL BENCH ON THE NOSE OF A RIDGE DIVIDING JOHN BROWN AND CAVE
 JM0461'CANYONS.
 JM0461'
 JM0461'TO REACH THE STATION FROM THE SCHOOLHOUSE IN GATEWAY, COLORADO,
 JM0461'PROCEED 7.1 MI. S. AND W. UP JOHN BROWN CANYON TO A FORK, THENCE 2.0
 JM0461'MI. NE. TO NOSE OF RIDGE.  STATION IS 300 FT. UP THE RIDGE FROM THE
 JM0461'RD.
 JM0461'
 JM0461'STATION MARK--STANDARD BRASS TABLET, STAMPED ---BGPC-1 1947 VA
 JM0461'7090---.
 JM0461'
 JM0461'REFERENCE MARK N0. 1--CHISELED ARROW, IN ROCK OUTCROP, 30.1 FT. FROM
 JM0461'STATION, S 49 DEG 28 MIN E.
 JM0461'
 JM0461'REFERENCE MARK NO. 2--CHISELED ARROW, IN ROCK OUTCROP, 42.5 FT. FROM
 JM0461'STATION, S 33 DEG 08 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1220 ***********************************************************************
 JK1220  DESIGNATION -  BHCF 1
 JK1220  PID         -  JK1220
 JK1220  STATE/COUNTY-  CO/EL PASO
 JK1220  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK1220
 JK1220                         *CURRENT SURVEY CONTROL
 JK1220  ___________________________________________________________________
 JK1220* NAD 83(1992)-  38 45 18.71674(N)    104 50 20.95678(W)     ADJUSTED  
 JK1220* NAVD 88     -      2021.3    (meters)    6632.     (feet)  VERTCON   
 JK1220  ___________________________________________________________________
 JK1220  LAPLACE CORR-         -24.01  (seconds)                    DEFLEC99
 JK1220  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 JK1220
 JK1220  HORZ ORDER  -  THIRD
 JK1220
 JK1220.The horizontal coordinates were established by classical geodetic methods
 JK1220.and adjusted by the National Geodetic Survey in January 1993..
 JK1220
 JK1220.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1220
 JK1220.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1220
 JK1220.The geoid height was determined by GEOID03.
 JK1220
 JK1220;                    North         East     Units Scale Factor Converg.
 JK1220;SPC CO C     -   407,343.120   971,842.074   MT  0.99995402   +0 25 00.4
 JK1220;SPC CO C     - 1,336,424.89  3,188,451.87   sFT  0.99995402   +0 25 00.4
 JK1220;UTM  13      - 4,289,623.615   513,975.749   MT  0.99960241   +0 06 02.5
 JK1220
 JK1220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1220!SPC CO C     -   0.99968559  x   0.99995402  =   0.99963963
 JK1220!UTM  13      -   0.99968559  x   0.99960241  =   0.99928813
 JK1220
 JK1220:                Primary Azimuth Mark                     Grid Az
 JK1220:SPC CO C     -  HORNS                                    277 00 21.5
 JK1220:UTM  13      -  HORNS                                    277 19 19.4
 JK1220
 JK1220|---------------------------------------------------------------------|
 JK1220| PID    Reference Object                     Distance      Geod. Az  |
 JK1220|                                                           dddmmss.s |
 JK1220| JK1221 HORNS                               APPROX. 2.4 KM 2772521.9 |
 JK1220|---------------------------------------------------------------------|
 JK1220
 JK1220                          SUPERSEDED SURVEY CONTROL
 JK1220
 JK1220  NAD 83(1986)-  38 45 18.70492(N)    104 50 20.94092(W) AD(       ) 3
 JK1220  NAD 27      -  38 45 18.72253(N)    104 50 19.02716(W) AD(       ) 3
 JK1220  NGVD 29 (07/19/86) 2020.2    (m)         6628.     (f) VERT ANG       
 JK1220
 JK1220.Superseded values are not recommended for survey control.
 JK1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1220.See file dsdata.txt to determine how the superseded data were derived.
 JK1220
 JK1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC1397689624(NAD 83)
 JK1220_MARKER: DD = SURVEY DISK
 JK1220_SETTING: 66 = SET IN ROCK OUTCROP
 JK1220_SP_SET: SET IN ROCK OUTCROP
 JK1220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK1220+STABILITY: POSITION/ELEVATION WELL
 JK1220
 JK1220  HISTORY     - Date     Condition        Report By
 JK1220  HISTORY     - 1947     MONUMENTED       USGS
 JK1220
 JK1220                          STATION DESCRIPTION
 JK1220
 JK1220'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JK1220'APPROXIMATE CENTER OF SEC. 12, T 15 S, R 67 W.  STATION IS BEST
 JK1220'REACHED FROM JUNCTION OF U.S. HIGHWAY 85 AND 87 AND STATE HIGHWAY 115.
 JK1220'GO S. ON HIGHWAY 115 1 MI. TO RANCH RD. LEADING TO STAR RANCH.  FOLLOW
 JK1220'RANCH RD. 2.3 MI. TO STATION SITE.  STATION IS LOCATED ACROSS RD.
 JK1220'FROM RANCH HOUSE AT N. EDGE OF SMALL CLEARING 20.5 FT. W. FROM RD.
 JK1220'
 JK1220'STATION MARK--A STANDARD TABLET CEMENTED IN ROCK AND STAMPED ---D
 JK1220'1947 BHCF-1---.
 JK1220'
 JK1220'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0364 ***********************************************************************
 HJ0364  DESIGNATION -  BHLCP 1
 HJ0364  PID         -  HJ0364
 HJ0364  STATE/COUNTY-  CO/BENT
 HJ0364  USGS QUAD   -  TOONERVILLE NE (1966)
 HJ0364
 HJ0364                         *CURRENT SURVEY CONTROL
 HJ0364  ___________________________________________________________________
 HJ0364* NAD 83(1992)-  37 59 52.28052(N)    103 01 09.36681(W)     ADJUSTED  
 HJ0364* NAVD 88     -      1221.     (meters)    4006.     (feet)  VERTCON   
 HJ0364  ___________________________________________________________________
 HJ0364  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 HJ0364  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 HJ0364
 HJ0364  HORZ ORDER  -  THIRD
 HJ0364
 HJ0364.The horizontal coordinates were established by classical geodetic methods
 HJ0364.and adjusted by the National Geodetic Survey in January 1993..
 HJ0364
 HJ0364.The NAVD 88 height was computed by applying the VERTCON shift value to
 HJ0364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HJ0364
 HJ0364.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0364
 HJ0364.The geoid height was determined by GEOID03.
 HJ0364
 HJ0364;                    North         East     Units Scale Factor Converg.
 HJ0364;SPC CO S     -   455,435.049 1,132,260.298   MT  0.99994947   +1 31 17.9
 HJ0364;SPC CO S     - 1,494,206.49  3,714,757.33   sFT  0.99994947   +1 31 17.9
 HJ0364;UTM  13      - 4,207,428.217   673,916.460   MT  0.99997254   +1 13 10.9
 HJ0364
 HJ0364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0364!SPC CO S     -   0.99981206  x   0.99994947  =   0.99976154
 HJ0364!UTM  13      -   0.99981206  x   0.99997254  =   0.99978460
 HJ0364
 HJ0364:                Primary Azimuth Mark                     Grid Az
 HJ0364:SPC CO S     -  CADDOA                                   043 37 53.9
 HJ0364:UTM  13      -  CADDOA                                   043 56 00.9
 HJ0364
 HJ0364|---------------------------------------------------------------------|
 HJ0364| PID    Reference Object                     Distance      Geod. Az  |
 HJ0364|                                                           dddmmss.s |
 HJ0364| JJ0848 CADDOA                              APPROX. 4.1 KM 0450911.8 |
 HJ0364|---------------------------------------------------------------------|
 HJ0364
 HJ0364                          SUPERSEDED SURVEY CONTROL
 HJ0364
 HJ0364  NAD 83(1986)-  37 59 52.27111(N)    103 01 09.35831(W) AD(       ) 3
 HJ0364  NAD 27      -  37 59 52.24224(N)    103 01 07.62917(W) AD(       ) 3
 HJ0364  NGVD 29 (07/19/86) 1220.     (m)         4003.     (f) VERT ANG       
 HJ0364
 HJ0364.Superseded values are not recommended for survey control.
 HJ0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0364.See file dsdata.txt to determine how the superseded data were derived.
 HJ0364
 HJ0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC7391607428(NAD 83)
 HJ0364_MARKER: DD = SURVEY DISK
 HJ0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0364_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HJ0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0364+STABILITY: SURFACE MOTION
 HJ0364
 HJ0364  HISTORY     - Date     Condition        Report By
 HJ0364  HISTORY     - 1949     MONUMENTED       USGS
 HJ0364
 HJ0364                          STATION DESCRIPTION
 HJ0364
 HJ0364'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 HJ0364'STATION IS LOCATED ABOUT 3.25 MI. W. AND 8 MI. S. OF HASTY, IN SEC. 4,
 HJ0364'T 24 S, R 50 W.
 HJ0364'
 HJ0364'TO REACH FROM HASTY, PROCEED S. ON COUNTRY HIGHWAY 5.9 MI. TO SANTA FE
 HJ0364'RAILROAD DEPOT AT CADDOA,, THENCE CONTINUE S. 2.4 MI. TO Y-JUNCTION
 HJ0364'OF RDS., THENCE RIGHT (W.) 2.4 MI. TO T-JUNCTION OF RDS., THENCE LEFT
 HJ0364'(S.) 0.9 MI. TO CROSSROADS, THENCE RIGHT (W.) 0.3 MI. TO STATION.
 HJ0364'STATION LIES 30 FT. S. OF CENTERLINE OF RD. ON SMALL KNOLL.
 HJ0364'
 HJ0364'STATION MARK--STANDARD TABLET IN TOP OF 6 X 6 IN. CONCRETE POST
 HJ0364'PROJECTING 8 IN. ABOVE SURFACE, STAMPED ---BHLCP-1 1949---.
 HJ0364'
 HJ0364'REFERENCE MARK NO. 1--A 1/2 IN. REINFORCING STEEL ROD DRIVEN IN
 HJ0364'GROUND PROJECTING 3 IN. ABOVE SURFACE, 57.8 FT. FROM STATION,
 HJ0364'S 04 DEG 57 MIN W.
 HJ0364'
 HJ0364'REFERENCE MARK NO. 2--A 1/2 IN. REINFORCING STEEL ROD DRIVEN IN
 HJ0364'GROUND PROJECTING 3 IN. ABOVE SURFACE, 106.3 FT. FROM STATION,
 HJ0364'N 88 DEG 26 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0382 ***********************************************************************
 HJ0382  DESIGNATION -  BHLH 1
 HJ0382  PID         -  HJ0382
 HJ0382  STATE/COUNTY-  CO/BENT
 HJ0382  USGS QUAD   -  HACKAMORE RANCH (1966)
 HJ0382
 HJ0382                         *CURRENT SURVEY CONTROL
 HJ0382  ___________________________________________________________________
 HJ0382* NAD 83(1992)-  37 59 54.67234(N)    103 21 33.56389(W)     ADJUSTED  
 HJ0382* NAVD 88     -      1288.     (meters)    4226.     (feet)  SCALED    
 HJ0382  ___________________________________________________________________
 HJ0382  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 HJ0382  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 HJ0382
 HJ0382  HORZ ORDER  -  THIRD
 HJ0382
 HJ0382.The horizontal coordinates were established by classical geodetic methods
 HJ0382.and adjusted by the National Geodetic Survey in January 1993..
 HJ0382
 HJ0382.The orthometric height was scaled from a topographic map.
 HJ0382
 HJ0382.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0382
 HJ0382.The geoid height was determined by GEOID03.
 HJ0382
 HJ0382;                    North         East     Units Scale Factor Converg.
 HJ0382;SPC CO S     -   454,770.017 1,102,400.558   MT  0.99994950   +1 18 47.0
 HJ0382;SPC CO S     - 1,492,024.63  3,616,792.50   sFT  0.99994950   +1 18 47.0
 HJ0382;UTM  13      - 4,206,920.789   644,054.738   MT  0.99985559   +1 00 36.9
 HJ0382
 HJ0382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0382!SPC CO S     -   0.99980148  x   0.99994950  =   0.99975099
 HJ0382!UTM  13      -   0.99980148  x   0.99985559  =   0.99965710
 HJ0382
 HJ0382:                Primary Azimuth Mark                     Grid Az
 HJ0382:SPC CO S     -  FORT LYON VETERANS HOSP STACK            065 27 09.0
 HJ0382:UTM  13      -  FORT LYON VETERANS HOSP STACK            065 45 19.1
 HJ0382
 HJ0382|---------------------------------------------------------------------|
 HJ0382| PID    Reference Object                     Distance      Geod. Az  |
 HJ0382|                                                           dddmmss.s |
 HJ0382| JJ0931 FORT LYON VETERANS HOSP STACK       APPROX.22.0 KM 0664556.0 |
 HJ0382| HJ0385 HADLEY                              APPROX. 3.8 KM 2114246.2 |
 HJ0382|---------------------------------------------------------------------|
 HJ0382
 HJ0382                          SUPERSEDED SURVEY CONTROL
 HJ0382
 HJ0382  NAD 83(1986)-  37 59 54.65798(N)    103 21 33.55604(W) AD(       ) 3
 HJ0382  NAD 27      -  37 59 54.63011(N)    103 21 31.78607(W) AD(       ) 3
 HJ0382
 HJ0382.Superseded values are not recommended for survey control.
 HJ0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0382.See file dsdata.txt to determine how the superseded data were derived.
 HJ0382
 HJ0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC4405506921(NAD 83)
 HJ0382_MARKER: DD = SURVEY DISK
 HJ0382_SETTING: 0 = UNSPECIFIED SETTING
 HJ0382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HJ0382
 HJ0382  HISTORY     - Date     Condition        Report By
 HJ0382  HISTORY     - 1949     MONUMENTED       USGS
 HJ0382
 HJ0382                          STATION DESCRIPTION
 HJ0382
 HJ0382'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 HJ0382'STATION IS LOCATED ABOUT 10 MI. E. AND 1 MI. N. OF LA JUNTA, IN
 HJ0382'SEC. 33, T 23 S, R 53 W.
 HJ0382'
 HJ0382'TO REACH STATION FROM POST OFFICE AT LA JUNTA, PROCEED E. ON U.S.
 HJ0382'HIGHWAY 50 FOR 9.45 MI. TO HADLEY, THENCE RIGHT (S.) 2.0 MI. TO
 HJ0382'CROSSROADS, THENCE LEFT (EASTERLY) ALONG WINDING TWO-TRACK TRAIL
 HJ0382'2.05 MI. TO TRAIL CROSSING, THENCE LEFT (DUE E.) 0.75 MI. TO THE
 HJ0382'WESTERN TOP OF BROAD HILL AND STATION.  STATION LIES 1117.45 FT.
 HJ0382'NE. OF NW. FIELD CORNER AND ABOUT 321 FT. S. OF E-W. FENCE LINE.
 HJ0382'
 HJ0382'STATION MARK--STANDARD TABLET IN TOP OF CONCRETE POST PROJECTING 4
 HJ0382'IN. ABOVE GROUND, STAMPED ---BHLH-1 1949---.
 HJ0382'
 HJ0382'REFERENCE MARK NO. 1--A 1/2 IN. REINFORCING STEEL ROD DRIVEN IN
 HJ0382'GROUND PROJECTING 2 IN., 100 FT. FROM STATION, S 05 DEG 32 MIN W.
 HJ0382'
 HJ0382'REFERENCE MARK NO. 2--A 1/2 IN. REINFORCING STEEL ROD DRIVEN IN
 HJ0382'GROUND PROJECTING 2 IN., 100 FT. FROM STATION, N 82 DEG 06 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1329 ***********************************************************************
 LL1329  DESIGNATION -  BHMBH 1
 LL1329  PID         -  LL1329
 LL1329  STATE/COUNTY-  CO/BOULDER
 LL1329  USGS QUAD   -  HYGIENE (1979)
 LL1329
 LL1329                         *CURRENT SURVEY CONTROL
 LL1329  ___________________________________________________________________
 LL1329* NAD 83(1992)-  40 07 50.27317(N)    105 13 50.24241(W)     ADJUSTED  
 LL1329* NAVD 88     -      1680.     (meters)    5512.     (feet)  SCALED    
 LL1329  ___________________________________________________________________
 LL1329  LAPLACE CORR-         -18.99  (seconds)                    DEFLEC99
 LL1329  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 LL1329
 LL1329  HORZ ORDER  -  THIRD
 LL1329
 LL1329.The horizontal coordinates were established by classical geodetic methods
 LL1329.and adjusted by the National Geodetic Survey in January 1993..
 LL1329
 LL1329.The orthometric height was scaled from a topographic map.
 LL1329
 LL1329.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1329
 LL1329.The geoid height was determined by GEOID03.
 LL1329
 LL1329;                    North         East     Units Scale Factor Converg.
 LL1329;SPC CO N     -   393,359.573   937,360.109   MT  0.99995903   +0 10 26.6
 LL1329;SPC CO N     - 1,290,547.20  3,075,322.29   sFT  0.99995903   +0 10 26.6
 LL1329;UTM  13      - 4,442,281.681   480,351.654   MT  0.99960475   -0 08 55.1
 LL1329
 LL1329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1329!SPC CO N     -   0.99973902  x   0.99995903  =   0.99969806
 LL1329!UTM  13      -   0.99973902  x   0.99960475  =   0.99934387
 LL1329
 LL1329:                Primary Azimuth Mark                     Grid Az
 LL1329:SPC CO N     -  HAYSTACK                                 166 09 50.9
 LL1329:UTM  13      -  HAYSTACK                                 166 29 12.6
 LL1329
 LL1329|---------------------------------------------------------------------|
 LL1329| PID    Reference Object                     Distance      Geod. Az  |
 LL1329|                                                           dddmmss.s |
 LL1329| LL1324 HAYSTACK                            APPROX. 2.2 KM 1662017.5 |
 LL1329|---------------------------------------------------------------------|
 LL1329
 LL1329                          SUPERSEDED SURVEY CONTROL
 LL1329
 LL1329  NAD 83(1986)-  40 07 50.26392(N)    105 13 50.23846(W) AD(       ) 3
 LL1329  NAD 27      -  40 07 50.31606(N)    105 13 48.29169(W) AD(       ) 3
 LL1329
 LL1329.Superseded values are not recommended for survey control.
 LL1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1329.See file dsdata.txt to determine how the superseded data were derived.
 LL1329
 LL1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE8035242282(NAD 83)
 LL1329_MARKER: DD = SURVEY DISK
 LL1329_SETTING: 0 = UNSPECIFIED SETTING
 LL1329_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1329+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2005
 LL1329
 LL1329  HISTORY     - Date     Condition        Report By
 LL1329  HISTORY     - 1948     MONUMENTED       USGS
 LL1329  HISTORY     - 19980922 MARK NOT FOUND   USPSQD
 LL1329  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL1329  HISTORY     - 20010405 GOOD             NGS
 LL1329  HISTORY     - 20050109 GOOD             NGS
 LL1329
 LL1329                          STATION DESCRIPTION
 LL1329
 LL1329'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 LL1329'LOCATED ABOUT 8 MI. (AIRLINE) SW. OF LONGMONT, COLORADO, 3.5 MI. NW.
 LL1329'OF NIWOT, COLORADO, ON A HIGH LARGE MESA WITH FLAT TOP.  STATION IS
 LL1329'3 FT. SW. OF T-FENCE JUNCTION ON E. EDGE OF MESA.
 LL1329'
 LL1329'TO REACH FROM POST OFFICE IN NIWOT, GO W. 0.05 MI. TO RAILROAD
 LL1329'CROSSING, TURN RIGHT (N.) AND CONTINUE ON MAIN RD. FOR 0.6 MI. TO
 LL1329'SIDE RD., TURN LEFT (W.) AND GO 0.5 MI. TO CROSSROADS, CONTINUE
 LL1329'STRAIGHT AHEAD (W.) 1.5 MI. TO CROSSROADS, CONTINUE (W.) 1.5 MI. TO
 LL1329'SIDE RD., TURN RIGHT (N.) AND FOLLOW ALONG E. BASE OF PLATEAU 1.65
 LL1329'MI. TO WIRE GATE, TURN LEFT (W.) THROUGH GATE AND ACROSS COUNTRY TO
 LL1329'TOP PLATEAU AND T-FENCE JUNCTION, ABOUT 1/4 MI. W. OF SE. COR. SEC.
 LL1329'16, T 2 N, R 70 W.
 LL1329'
 LL1329'STATION MARK--STANDARD TABLET, STAMPED ---BHMBH-1 1948---, SET IN
 LL1329'TOP OF CONCRETE POST.
 LL1329'
 LL1329'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, IN FENCE POST, 39.0
 LL1329'FT. FROM STATION MARK, S 85 DEG 51 MIN W.
 LL1329'
 LL1329'REFERENCE MARK NO. 2--A 1/2 IN. STEEL BAR, PROJECTING 3 IN. ABOVE
 LL1329'GROUND, 19.8 FT. FROM STATION MARK,  N 27 DEG 54 MIN W.
 LL1329
 LL1329                          STATION RECOVERY (1998)
 LL1329
 LL1329'RECOVERY NOTE BY US POWER SQUADRON 1998
 LL1329'MARK NOT FOUND.
 LL1329
 LL1329                          STATION RECOVERY (2001)
 LL1329
 LL1329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL1329'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL1329
 LL1329                          STATION RECOVERY (2001)
 LL1329
 LL1329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 LL1329'RECOVERED IN GOOD CONDITION.
 LL1329
 LL1329                          STATION RECOVERY (2005)
 LL1329
 LL1329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 LL1329'STATION IS ON EAST SIDE OF US DEPT. OF COMMERCE TABLE MOUNTAIN
 LL1329'FACILITY AND ABOUT 100 M WEST OF NOAA-NGS TABLE MTN. GRAVITY
 LL1329'OBSERVATORY.  IT IS 2.8 MILES EAST ALONG PLATEAU ROAD AND HILL ROAD
 LL1329'FROM US 36, ABOUT 10 M NORTH OF EXTENSION OF HILL ROAD, 0.5 M SOUTH OF
 LL1329'A WITNESS POST AND ABOUT 20 M EAST OF 1/16 SECTION MARKER.
 LL1329'RM 1 WAS NOT SEEN IN PILE OF WOOD.  RM 2 IS PRESENT, ALONG WITH A
 LL1329'NUMBER OF OTHER STEEL BARS IN AREA.  STATION SERVES AS AZIMUTH MARK
 LL1329'FOR STATIONS HAYSTACK AND HOGBACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0711 ***********************************************************************
 JL0711  DESIGNATION -  BIEBEL
 JL0711  PID         -  JL0711
 JL0711  STATE/COUNTY-  CO/GUNNISON
 JL0711  USGS QUAD   -  SIGNAL PEAK (1979)
 JL0711
 JL0711                         *CURRENT SURVEY CONTROL
 JL0711  ___________________________________________________________________
 JL0711* NAD 83(1992)-  38 36 07.15262(N)    106 48 36.31677(W)     ADJUSTED  
 JL0711* NAVD 88     -      2858.0    (meters)    9377.     (feet)  VERTCON   
 JL0711  ___________________________________________________________________
 JL0711  LAPLACE CORR-           5.70  (seconds)                    DEFLEC99
 JL0711  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 JL0711
 JL0711  HORZ ORDER  -  FIRST
 JL0711
 JL0711.The horizontal coordinates were established by classical geodetic methods
 JL0711.and adjusted by the National Geodetic Survey in January 1993..
 JL0711
 JL0711.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0711
 JL0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0711
 JL0711.The geoid height was determined by GEOID03.
 JL0711
 JL0711;                    North         East     Units Scale Factor Converg.
 JL0711;SPC CO C     -   390,949.663   800,287.525   MT  0.99997359   -0 49 34.5
 JL0711;SPC CO C     - 1,282,640.69  2,625,609.99   sFT  0.99997359   -0 49 34.5
 JL0711;UTM  13      - 4,274,163.804   342,381.116   MT  0.99990595   -1 07 46.4
 JL0711
 JL0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0711!SPC CO C     -   0.99955398  x   0.99997359  =   0.99952758
 JL0711!UTM  13      -   0.99955398  x   0.99990595  =   0.99945997
 JL0711
 JL0711|---------------------------------------------------------------------|
 JL0711| PID    Reference Object                     Distance      Geod. Az  |
 JL0711|                                                           dddmmss.s |
 JL0711| CM6055 BIEBEL RM 1                           9.243 METERS 12332     |
 JL0711| CM6054 BIEBEL AZ MK                                       2644724.3 |
 JL0711| CM6056 BIEBEL RM 2                          10.223 METERS 28935     |
 JL0711|---------------------------------------------------------------------|
 JL0711
 JL0711                          SUPERSEDED SURVEY CONTROL
 JL0711
 JL0711  NAD 83(1986)-  38 36 07.15143(N)    106 48 36.32777(W) AD(       ) 1
 JL0711  NAD 27      -  38 36 07.18640(N)    106 48 34.19820(W) AD(       ) 1
 JL0711  NGVD 29 (07/19/86) 2856.3    (m)         9371.     (f) VERT ANG       
 JL0711
 JL0711.Superseded values are not recommended for survey control.
 JL0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0711.See file dsdata.txt to determine how the superseded data were derived.
 JL0711
 JL0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC4238174164(NAD 83)
 JL0711_MARKER: DS = TRIANGULATION STATION DISK
 JL0711_SETTING: 66 = SET IN ROCK OUTCROP
 JL0711
 JL0711  HISTORY     - Date     Condition        Report By
 JL0711  HISTORY     - 1958     MONUMENTED       CGS
 JL0711
 JL0711                          STATION DESCRIPTION
 JL0711
 JL0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 JL0711'STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF GUNNISON AND
 JL0711'5 MILES SOUTHEAST OF ALMONT.  IT IS NEAR THE WEST END OF
 JL0711'A HIGH RIDGE THAT HAS A HEAVY GROWTH OF ASPEN TREES ON THE
 JL0711'NORTHERLY SLOPE AND THAT OVERLOOKS SHEEP GULCH TO THE SOUTH.
 JL0711'THE SOUTHERLY SLOPE OF THE RIDGE IS VERY STEEP AND BARREN.  THE
 JL0711'ELEVATION OF THE RIDGE IS 10,000 FEET.
 JL0711'
 JL0711'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY NO.
 JL0711'50 AND STATE HIGHWAY NO. 135 (NEAR THE SOUTH EDGE OF THE
 JL0711'BUSINESS DISTRICT) IN GUNNISON, GO NORTH ON NO. 135 FOR 1.6
 JL0711'MILES TO A SIDE ROAD ON THE RIGHT.  THEN RIGHT (EAST AND
 JL0711'NORTHEAST) ON A GRADED DIRT ROAD FOR 2.6 MILES (MAIN TRAVELED
 JL0711'ROAD TURNS LEFT).  CONTINUE AHEAD (CROSSING CATTLE GUARD) ON
 JL0711'A TRACK ROAD FOR 3.5 MILES TO A PROMINENT ROCK BLUFF ON THE
 JL0711'LEFT AND THE AZIMUTH MARK.  CONTINUE FOR 0.3 MILE TO A TRACK
 JL0711'ROAD ON THE RIGHT.  THEN RIGHT, EASTERLY, FOR 0.6 MILE.  TURN
 JL0711'LEFT (ACROSS SAGE BRUSH) FOR 0.1 MILE TO THE TOP OF A
 JL0711'SADDLE.  THEN RIGHT, EAST, UP STEEP SLOPE FOR 0.25 MILE TO
 JL0711'THE END OF TRUCK TRAVEL AT THE BEGINNING OF A GROWTH OF
 JL0711'TIMBER.  PACK EASTERLY UP THE STEEP SLOPE FOR ABOUT 1/4
 JL0711'MILE TO THE TOP OF THE RIDGE AND THE STATION.
 JL0711'
 JL0711'THE STATION MARK IS A STANDARD DISK STAMPED BIEBEL 1958.  IT
 JL0711'IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, AND IS FLUSH
 JL0711'WITH THE GROUND.  IT IS 64 FEET SOUTH OF THE EDGE OF A GROWTH
 JL0711'OF ASPEN TREES AND 30 FEET NORTHEAST OF THE STEEP SOUTHERLY
 JL0711'SLOPE OF THE RIDGE.
 JL0711'
 JL0711'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BIEBEL NO 1 1958
 JL0711'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, AND IS FLUSH WITH
 JL0711'THE GROUND.  IT IS 75 FEET SOUTH OF THE EDGE OF THE GROWTH OF
 JL0711'ASPEN TREES AND 48 FEET NORTH OF THE SOUTH SLOPE OF THE RIDGE.
 JL0711'
 JL0711'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BIEBEL NO 2 1958
 JL0711'SET IN A DRILL HOLE IN A 1 FOOT BY 2 FOOT BOULDER THAT PROJECTS
 JL0711'8 INCHES.  IT IS AT THE WEST EDGE OF THE RIDGE WHERE IT SLOPES
 JL0711'SHARPLY TO THE SOUTH AND WEST AND IS 50 FEET SOUTH OF THE EDGE
 JL0711'OF THE GROWTH OF ASPEN TREES.
 JL0711'
 JL0711'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BIEBEL 1958 SET
 JL0711'IN A DRILL HOLE IN A PROMINENT BLUFF.  IT IS 165 FEET NORTH OF
 JL0711'THE CENTER OF THE ROAD, 4 FEET EAST OF THE SOUTH EDGE OF THE
 JL0711'BLUFF AND AT A POINT ON THE BLUFF THAT IS ABOUT 15 FEET HIGHER
 JL0711'THAN THE ROAD.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 8
 JL0711'FEET NORTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2029 ***********************************************************************
 KK2029  DESIGNATION -  BIERSTADT
 KK2029  PID         -  KK2029
 KK2029  STATE/COUNTY-  CO/CLEAR CREEK
 KK2029  USGS QUAD   -  MT EVANS (1974)
 KK2029
 KK2029                         *CURRENT SURVEY CONTROL
 KK2029  ___________________________________________________________________
 KK2029* NAD 83(1992)-  39 34 57.35331(N)    105 40 07.62622(W)     ADJUSTED  
 KK2029* NAVD 88     -      4287.     (meters)   14065.     (feet)  VERTCON   
 KK2029  ___________________________________________________________________
 KK2029  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 KK2029  GEOID HEIGHT-         -12.43  (meters)                     GEOID03
 KK2029
 KK2029  HORZ ORDER  -  THIRD
 KK2029
 KK2029.The horizontal coordinates were established by classical geodetic methods
 KK2029.and adjusted by the National Geodetic Survey in January 1993..
 KK2029
 KK2029.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2029
 KK2029.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2029
 KK2029.The geoid height was determined by GEOID03.
 KK2029
 KK2029;                    North         East     Units Scale Factor Converg.
 KK2029;SPC CO C     -   498,999.417   899,901.674   MT  0.99997117   -0 06 23.2
 KK2029;SPC CO C     - 1,637,133.92  2,952,427.41   sFT  0.99997117   -0 06 23.2
 KK2029;UTM  13      - 4,381,644.956   442,566.392   MT  0.99964061   -0 25 34.2
 KK2029
 KK2029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2029!SPC CO C     -   0.99932986  x   0.99997117  =   0.99930105
 KK2029!UTM  13      -   0.99932986  x   0.99964061  =   0.99897071
 KK2029
 KK2029:                Primary Azimuth Mark                     Grid Az
 KK2029:SPC CO C     -  EVANS                                    073 37 10.6
 KK2029:UTM  13      -  EVANS                                    073 56 21.6
 KK2029
 KK2029|---------------------------------------------------------------------|
 KK2029| PID    Reference Object                     Distance      Geod. Az  |
 KK2029|                                                           dddmmss.s |
 KK2029| KK2030 EVANS                               APPROX. 2.2 KM 0733047.4 |
 KK2029|---------------------------------------------------------------------|
 KK2029
 KK2029                          SUPERSEDED SURVEY CONTROL
 KK2029
 KK2029  NAD 83(1986)-  39 34 57.35403(N)    105 40 07.63082(W) AD(       ) 3
 KK2029  NAD 27      -  39 34 57.39164(N)    105 40 05.60906(W) AD(       ) 3
 KK2029  NGVD 29 (07/19/86) 4285.     (m)        14058.     (f) VERT ANG       
 KK2029
 KK2029.Superseded values are not recommended for survey control.
 KK2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2029.See file dsdata.txt to determine how the superseded data were derived.
 KK2029
 KK2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD4256681645(NAD 83)
 KK2029_MARKER: DD = SURVEY DISK
 KK2029_SETTING: 66 = SET IN ROCK OUTCROP
 KK2029_SP_SET: SET IN ROCK OUTCROP
 KK2029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK2029+STABILITY: POSITION/ELEVATION WELL
 KK2029
 KK2029  HISTORY     - Date     Condition        Report By
 KK2029  HISTORY     - 1955     MONUMENTED       USGS
 KK2029
 KK2029                          STATION DESCRIPTION
 KK2029
 KK2029'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 KK2029'STATION LOCATED ON SUMMIT OF MT. BIERSTADT, 14.5 MI. (AIRLINE) SW. OF
 KK2029'IDAHO SPRINGS AND 1.5 MI. (AIRLINE) SW. OF MT. EVANS.
 KK2029'
 KK2029'STATION WAS REACHED FROM MT. EVANS BY FOLLOWING RIDGE FROM LODGE AT
 KK2029'MT. EVANS IN A WESTERLY DIRECTION TO SAWTOOTH PEAK, THENCE S. ALONG
 KK2029'RIDGE TO MT. BIERSTADT AND STATION SITE.  IT IS APPROXIMATELY A 3
 KK2029'HOUR PACK TO STATION.
 KK2029'
 KK2029'STATION MARK--A STANDARD BRASS TABLET SET IN SOLID ROCK AND STAMPED
 KK2029'---BIERSTADT 1955---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0567 ***********************************************************************
 LM0567  DESIGNATION -  BIFCRSC 1
 LM0567  PID         -  LM0567
 LM0567  STATE/COUNTY-  CO/JACKSON
 LM0567  USGS QUAD   -  COWDREY (1956)
 LM0567
 LM0567                         *CURRENT SURVEY CONTROL
 LM0567  ___________________________________________________________________
 LM0567* NAD 83(1992)-  40 52 27.57894(N)    106 18 36.94050(W)     ADJUSTED  
 LM0567* NAVD 88     -      2414.4    (meters)    7921.     (feet)  VERTCON   
 LM0567  ___________________________________________________________________
 LM0567  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 LM0567  GEOID HEIGHT-         -11.60  (meters)                     GEOID03
 LM0567
 LM0567  HORZ ORDER  -  THIRD
 LM0567
 LM0567.The horizontal coordinates were established by classical geodetic methods
 LM0567.and adjusted by the National Geodetic Survey in January 1997..
 LM0567
 LM0567.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0567
 LM0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0567
 LM0567.The geoid height was determined by GEOID03.
 LM0567
 LM0567;                    North         East     Units Scale Factor Converg.
 LM0567;SPC CO N     -   476,217.775   846,100.884   MT  1.00001603   -0 31 24.7
 LM0567;SPC CO N     - 1,562,391.15  2,775,915.98   sFT  1.00001603   -0 31 24.7
 LM0567;UTM  13      - 4,525,632.565   389,594.583   MT  0.99975003   -0 51 27.1
 LM0567
 LM0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0567!SPC CO N     -   0.99962323  x   1.00001603  =   0.99963925
 LM0567!UTM  13      -   0.99962323  x   0.99975003  =   0.99937335
 LM0567
 LM0567:                Primary Azimuth Mark                     Grid Az
 LM0567:SPC CO N     -  SENTINAL                                 058 22 11.5
 LM0567:UTM  13      -  SENTINAL                                 058 42 13.9
 LM0567
 LM0567|---------------------------------------------------------------------|
 LM0567| PID    Reference Object                     Distance      Geod. Az  |
 LM0567|                                                           dddmmss.s |
 LM0567| LM0562 SENTINAL                            APPROX. 4.7 KM 0575046.8 |
 LM0567|---------------------------------------------------------------------|
 LM0567
 LM0567                          SUPERSEDED SURVEY CONTROL
 LM0567
 LM0567  NAD 83(1992)-  40 52 27.57741(N)    106 18 36.94059(W) AD(       ) 3
 LM0567  NAD 83(1986)-  40 52 27.57457(N)    106 18 36.93274(W) AD(       ) 3
 LM0567  NAD 27      -  40 52 27.66265(N)    106 18 34.83750(W) AD(       ) 3
 LM0567  NGVD 29 (07/19/86) 2413.1    (m)         7917.     (f) VERT ANG       
 LM0567
 LM0567.Superseded values are not recommended for survey control.
 LM0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0567.See file dsdata.txt to determine how the superseded data were derived.
 LM0567
 LM0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF8959525633(NAD 83)
 LM0567
 LM0567  HISTORY     - Date     Condition        Report By
 LM0567  HISTORY     - 1949     MONUMENTED       USGS
 LM0567  HISTORY     - 1955     GOOD             USGS
 LM0567
 LM0567                          STATION DESCRIPTION
 LM0567
 LM0567'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LM0567'LOCATED ABOUT 1.0 MI. (AIRLINE) NE. OF COWDREY, COLORADO, IN NW. 1/4
 LM0567'SEC. 6, T 10 N, R 79 W.
 LM0567'
 LM0567'TO REACH STATION FROM COWDREY, GO 1.1 MI. N. ON STATE HIGHWAY 125 TO
 LM0567'CROSSROAD.  TURN LEFT AND PASS THRU GATE.  PROCEED INTO AREA USED BY
 LM0567'STATE HIGHWAY DEPARTMENT FOR MIXING GRAVEL.  FOLLOW LITTLE USED RD.
 LM0567'TOWARD OLD BUILDINGS ACROSS MEADOW FOR 0.1 MI. TO IRRIGATION DITCH.
 LM0567'STATION IS 66 FT. SE. OF DITCH AND RD. INTERSECTION.
 LM0567'
 LM0567'STATION MARK--STANDARD TABLET STAMPED ---BIFCRSC-1 1949---, SET IN
 LM0567'TOP OF CONCRETE POST.
 LM0567'
 LM0567'REFERENCE MARK NO. 1--IRON STAKE DRIVEN IN GROUND ON N. BANK OF DITCH,
 LM0567'PROTRUDING 0.5 FT., AT A DISTANCE OF 44.3 FT., S 33 DEG 23 MIN W.
 LM0567'
 LM0567'REFERENCE MARK NO. 2--IRON STAKE DRIVEN IN GROUND WITH 0.5 FT.
 LM0567'PROTRUDING IN FLAT AREA AT A DISTANCE OF 34.4 FT., N 55 DEG 36 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0549 ***********************************************************************
 LM0549  DESIGNATION -  BIFSR 1
 LM0549  PID         -  LM0549
 LM0549  STATE/COUNTY-  CO/JACKSON
 LM0549  USGS QUAD   -  EAGLE HILL (1955)
 LM0549
 LM0549                         *CURRENT SURVEY CONTROL
 LM0549  ___________________________________________________________________
 LM0549* NAD 83(1992)-  40 52 16.15325(N)    106 14 11.60674(W)     ADJUSTED  
 LM0549* NAVD 88     -      2480.3    (meters)    8137.     (feet)  VERTCON   
 LM0549  ___________________________________________________________________
 LM0549  LAPLACE CORR-           6.05  (seconds)                    DEFLEC99
 LM0549  GEOID HEIGHT-         -11.47  (meters)                     GEOID03
 LM0549
 LM0549  HORZ ORDER  -  THIRD
 LM0549
 LM0549.The horizontal coordinates were established by classical geodetic methods
 LM0549.and adjusted by the National Geodetic Survey in January 1997..
 LM0549
 LM0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0549
 LM0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0549
 LM0549.The geoid height was determined by GEOID03.
 LM0549
 LM0549;                    North         East     Units Scale Factor Converg.
 LM0549;SPC CO N     -   475,811.138   852,310.668   MT  1.00001543   -0 28 33.3
 LM0549;SPC CO N     - 1,561,057.04  2,796,289.25   sFT  1.00001543   -0 28 33.3
 LM0549;UTM  13      - 4,525,189.896   395,800.193   MT  0.99973364   -0 48 33.2
 LM0549
 LM0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0549!SPC CO N     -   0.99961289  x   1.00001543  =   0.99962831
 LM0549!UTM  13      -   0.99961289  x   0.99973364  =   0.99934663
 LM0549
 LM0549:                Primary Azimuth Mark                     Grid Az
 LM0549:SPC CO N     -  SENTINAL                                 323 06 22.4
 LM0549:UTM  13      -  SENTINAL                                 323 26 22.3
 LM0549
 LM0549|---------------------------------------------------------------------|
 LM0549| PID    Reference Object                     Distance      Geod. Az  |
 LM0549|                                                           dddmmss.s |
 LM0549| LM0562 SENTINAL                            APPROX. 3.6 KM 3223749.1 |
 LM0549|---------------------------------------------------------------------|
 LM0549
 LM0549                          SUPERSEDED SURVEY CONTROL
 LM0549
 LM0549  NAD 83(1992)-  40 52 16.15154(N)    106 14 11.60680(W) AD(       ) 3
 LM0549  NAD 83(1986)-  40 52 16.14911(N)    106 14 11.59706(W) AD(       ) 3
 LM0549  NAD 27      -  40 52 16.23559(N)    106 14 09.50381(W) AD(       ) 3
 LM0549  NGVD 29 (07/19/86) 2478.9    (m)         8133.     (f) VERT ANG       
 LM0549
 LM0549.Superseded values are not recommended for survey control.
 LM0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0549.See file dsdata.txt to determine how the superseded data were derived.
 LM0549
 LM0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF9580025190(NAD 83)
 LM0549_MARKER: DD = SURVEY DISK
 LM0549_SETTING: 0 = UNSPECIFIED SETTING
 LM0549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0549
 LM0549  HISTORY     - Date     Condition        Report By
 LM0549  HISTORY     - 1949     MONUMENTED       USGS
 LM0549
 LM0549                          STATION DESCRIPTION
 LM0549
 LM0549'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 LM0549'LOCATED ABOUT 4.0 MI. (AIRLINE) E. OF COWDREY, COLORADO, AND
 LM0549'APPROXIMATELY 10.0 MI. (AIRLINE) NNE. OF WALDEN, COLORADO, IN NW. 1/4
 LM0549'SEC. 2, T 10 N, R 79 W.
 LM0549'
 LM0549'TO REACH STATION FROM COWDREY, COLORADO, FOLLOW STATE HIGHWAY 125 FOR
 LM0549'0.9 MI. TO CROSSROAD.  TURN RIGHT ON SIDE RD. AND CROSS CATTLEGUARD.
 LM0549'PROCEED IN GENERAL EASTERN DIRECTION ALONG MAIN DIRT RD. FOR 3.6 MI.
 LM0549'TO RD. FORKS.  TAKE RIGHT FORK UP SANDY HILL AND GO 0.6 MI. TO DIM
 LM0549'FORK OF RD. CLOSE TO SMALL DRAINAGE.  FOLLOW RIGHT FORK FOR 0.6 MI. TO
 LM0549'ANOTHER FORK.  AT THIS POINT THE FORK AND ANOTHER RD. CROSS TO FORM A
 LM0549'TRIANGLE.  STATION IS LOCATED IN CENTER OF TRIANGLE.
 LM0549'
 LM0549'STATION MARK--STANDARD USGS STATION TABLET STAMPED ---BIFSR 1 1949---,
 LM0549'SET IN TOP OF CONCRETE POST POURED IN PLACE.
 LM0549'
 LM0549'REFERENCE MARK NO. 1--IRON PIPE DRIVEN IN GROUND, WITH 0.5 FT.
 LM0549'PROTRUDING AT A DISTANCE OF 25.3 FT., N 14 DEG 01 MIN W.
 LM0549'
 LM0549'REFERENCE MARK NO. 2--IRON PIPE DRIVEN IN GROUND, WITH 0.5 FT.
 LM0549'PROTRUDING AT A DISTANCE OF 23.3 FT., S 81 DEG 25 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0884 ***********************************************************************
 JJ0884  DESIGNATION -  BIG
 JJ0884  PID         -  JJ0884
 JJ0884  STATE/COUNTY-  CO/CHEYENNE
 JJ0884  USGS QUAD   -  EAST OF LEWIS LAKE (1982)
 JJ0884
 JJ0884                         *CURRENT SURVEY CONTROL
 JJ0884  ___________________________________________________________________
 JJ0884* NAD 83(1992)-  38 41 21.50685(N)    102 39 19.99833(W)     ADJUSTED  
 JJ0884* NAVD 88     -      1287.     (meters)    4222.     (feet)  SCALED    
 JJ0884  ___________________________________________________________________
 JJ0884  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 JJ0884  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 JJ0884
 JJ0884  HORZ ORDER  -  SECOND
 JJ0884
 JJ0884.The horizontal coordinates were established by classical geodetic methods
 JJ0884.and adjusted by the National Geodetic Survey in January 1993..
 JJ0884
 JJ0884.The orthometric height was scaled from a topographic map.
 JJ0884
 JJ0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0884
 JJ0884.The geoid height was determined by GEOID03.
 JJ0884
 JJ0884;                    North         East     Units Scale Factor Converg.
 JJ0884;SPC CO C     -   403,693.735 1,161,829.886   MT  0.99996157   +1 47 38.3
 JJ0884;SPC CO C     - 1,324,451.86  3,811,770.22   sFT  0.99996157   +1 47 38.3
 JJ0884;SPC CO S     -   533,062.433 1,161,855.628   MT  1.00005676   +1 44 41.0
 JJ0884;SPC CO S     - 1,748,889.00  3,811,854.67   sFT  1.00005676   +1 44 41.0
 JJ0884;UTM  13      - 4,284,908.187   703,906.988   MT  1.00011203   +1 27 57.6
 JJ0884
 JJ0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0884!SPC CO C     -   0.99980173  x   0.99996157  =   0.99976331
 JJ0884!SPC CO S     -   0.99980173  x   1.00005676  =   0.99985848
 JJ0884!UTM  13      -   0.99980173  x   1.00011203  =   0.99991374
 JJ0884
 JJ0884|---------------------------------------------------------------------|
 JJ0884| PID    Reference Object                     Distance      Geod. Az  |
 JJ0884|                                                           dddmmss.s |
 JJ0884| CM8429 BIG RM 1                             11.168 METERS 01934     |
 JJ0884| CM8430 BIG RM 2                             13.192 METERS 13149     |
 JJ0884| JJ0887 COLORADO INTST GAS KIT CAR TK       APPROX.12.1 KM 2540324.3 |
 JJ0884| JJ0888 COLORADO INTST GAS KIT CAR MST      APPROX.12.2 KM 2542324.6 |
 JJ0884| CM8428 BIG AZ MK                                          2960205.3 |
 JJ0884| JJ0898 KIT CARSON RAILROAD WATER TANK      APPROX.14.4 KM 3040650.5 |
 JJ0884| JJ0895 KIT CARSON DENVER GRAIN ELEV        APPROX.14.2 KM 3044153.8 |
 JJ0884|---------------------------------------------------------------------|
 JJ0884
 JJ0884                          SUPERSEDED SURVEY CONTROL
 JJ0884
 JJ0884  NAD 83(1986)-  38 41 21.50413(N)    102 39 19.99463(W) AD(       ) 2
 JJ0884  NAD 27      -  38 41 21.48687(N)    102 39 18.29089(W) AD(       ) 2
 JJ0884
 JJ0884.Superseded values are not recommended for survey control.
 JJ0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0884.See file dsdata.txt to determine how the superseded data were derived.
 JJ0884
 JJ0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC0390784908(NAD 83)
 JJ0884_MARKER: DS = TRIANGULATION STATION DISK
 JJ0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0884
 JJ0884  HISTORY     - Date     Condition        Report By
 JJ0884  HISTORY     - 1954     MONUMENTED       CGS
 JJ0884
 JJ0884                          STATION DESCRIPTION
 JJ0884
 JJ0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0884'THE STATION IS LOCATED ON THE TOP OF A LOW, GRASS AND SAGEBRUSH
 JJ0884'COVERED HILL, ABOUT 9 MILES AIRLINE EAST-SOUTHEAST OF KIT CARSON,
 JJ0884'ABOUT 18 MILES AIRLINE SOUTHWEST OF CHEYENNE WELLS, AND ABOUT
 JJ0884'16 MILES AIRLINE NORTH-NORTHEAST OF EADS.
 JJ0884'
 JJ0884'TO REACH THE STATION FROM THE POST OFFICE IN KIT CARSON GO
 JJ0884'NORTH ABOUT 100 YARDS TO A CROSS ROAD.  TURN RIGHT ONTO U.S.
 JJ0884'HIGHWAY 40 AND GO EAST 0.2 MILE TO A SIDE ROAD ON THE RIGHT.
 JJ0884'TURN RIGHT ONTO U.S. HIGHWAY 287 AND GO SOUTH AS PER SIGN
 JJ0884'EADS 21 4.9 MILES TO A CROSS ROAD.  TURN LEFT ONTO A GRAVELED
 JJ0884'ROAD AND GO EAST 6.7 MILES TO A SIDE ROAD AND THE AZIMUTH MARK
 JJ0884'ON THE LEFT.  KEEP STRAIGHT AHEAD AND GO EAST 0.4 MILE TO A
 JJ0884'POINT WHERE THE MAIN TRAVELED ROAD TURNS SOUTH AND A DIM DIRT
 JJ0884'ROAD GOES EAST FROM A WIRE GATE.  PASS THROUGH THE GATE AND
 JJ0884'GO SOUTH-SOUTHEAST CROSS COUNTRY 0.3 MILE TO THE TOP OF THE
 JJ0884'HILL AND THE STATION.
 JJ0884'
 JJ0884'THE STATION MARK IS A STANDARD DISK STAMPED BIG 1954 SET IN
 JJ0884'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH
 JJ0884'ABOVE THE GROUND AND IS 5 FEET EAST OF A WITNESS POST.
 JJ0884'
 JJ0884'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BIG NO 1
 JJ0884'1954 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 JJ0884'PROJECTS 2 INCHES ABOVE THE GROUND AND IS 1 FOOT LOWER THAN
 JJ0884'THE STATION.
 JJ0884'
 JJ0884'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BIG NO 2
 JJ0884'1954 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 JJ0884'PROJECTS 2 INCHES ABOVE THE GROUND AND IS 2 FEET LOWER THAN
 JJ0884'THE STATION.
 JJ0884'
 JJ0884'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BIG 1954 SET IN
 JJ0884'THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 2
 JJ0884'INCHES ABOVE THE GROUND.  IT IS 1 FOOT SOUTH OF A FENCE LINE,
 JJ0884'4 FEET NORTH-NORTHEAST OF A POWER LINE POLE, 39 FEET NORTH OF
 JJ0884'THE CENTERLINE OF AN EAST-WEST ROAD, AND 16 FEET EAST OF A
 JJ0884'FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0508 ***********************************************************************
 KJ0508  DESIGNATION -  BIG
 KJ0508  PID         -  KJ0508
 KJ0508  STATE/COUNTY-  CO/LINCOLN
 KJ0508  USGS QUAD   -  GENOA WEST (1980)
 KJ0508
 KJ0508                         *CURRENT SURVEY CONTROL
 KJ0508  ___________________________________________________________________
 KJ0508* NAD 83(1992)-  39 15 53.91285(N)    103 33 52.22375(W)     ADJUSTED  
 KJ0508* NAVD 88     -      1670.4    (meters)    5480.     (feet)  VERTCON   
 KJ0508  ___________________________________________________________________
 KJ0508  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 KJ0508  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 KJ0508
 KJ0508  HORZ ORDER  -  SECOND
 KJ0508
 KJ0508.The horizontal coordinates were established by classical geodetic methods
 KJ0508.and adjusted by the National Geodetic Survey in January 1993..
 KJ0508
 KJ0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0508
 KJ0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0508
 KJ0508.The geoid height was determined by GEOID03.
 KJ0508
 KJ0508;                    North         East     Units Scale Factor Converg.
 KJ0508;SPC CO C     -   465,503.241 1,081,416.844   MT  0.99993999   +1 13 14.5
 KJ0508;SPC CO C     - 1,527,238.55  3,547,948.43   sFT  0.99993999   +1 13 14.5
 KJ0508;UTM  13      - 4,347,163.873   623,839.540   MT  0.99978883   +0 54 31.1
 KJ0508
 KJ0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0508!SPC CO C     -   0.99974114  x   0.99993999  =   0.99968114
 KJ0508!UTM  13      -   0.99974114  x   0.99978883  =   0.99953002
 KJ0508
 KJ0508:                Primary Azimuth Mark                     Grid Az
 KJ0508:SPC CO C     -  GENOA SNELL GRAIN ELEV                   075 48 28.2
 KJ0508:UTM  13      -  GENOA SNELL GRAIN ELEV                   076 07 11.6
 KJ0508
 KJ0508|---------------------------------------------------------------------|
 KJ0508| PID    Reference Object                     Distance      Geod. Az  |
 KJ0508|                                                           dddmmss.s |
 KJ0508| KJ0502 GENOA SNELL GRAIN ELEV              APPROX. 6.0 KM 0770142.7 |
 KJ0508| CP7444 BIG RM 1                             10.927 METERS 09518     |
 KJ0508| KJ0506 BIG 2 RM 5 AZIMUTH                  APPROX. 0.5 KM 1005324.6 |
 KJ0508| KJ0507 BIG 2                                66.636 METERS 17958     |
 KJ0508| CP7445 BIG RM 2                             10.580 METERS 27511     |
 KJ0508|---------------------------------------------------------------------|
 KJ0508
 KJ0508                          SUPERSEDED SURVEY CONTROL
 KJ0508
 KJ0508  NAD 83(1986)-  39 15 53.90726(N)    103 33 52.22028(W) AD(       ) 2
 KJ0508  NAD 27      -  39 15 53.95282(N)    103 33 50.40739(W) AD(       ) 2
 KJ0508  NGVD 29 (07/19/86) 1669.6    (m)         5478.     (f) VERT ANG       
 KJ0508
 KJ0508.Superseded values are not recommended for survey control.
 KJ0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0508.See file dsdata.txt to determine how the superseded data were derived.
 KJ0508
 KJ0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD2384047164(NAD 83)
 KJ0508_MARKER: Z = SEE DESCRIPTION
 KJ0508_SETTING: 0 = UNSPECIFIED SETTING
 KJ0508
 KJ0508  HISTORY     - Date     Condition        Report By
 KJ0508  HISTORY     - 1970     MONUMENTED       USGS
 KJ0508  HISTORY     - 1974     SEE DESCRIPTION  NGS
 KJ0508
 KJ0508                          STATION DESCRIPTION
 KJ0508
 KJ0508'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (RDS)
 KJ0508'STATION IS LOCATED EAST 01 DEGREE NORTH ABOUT 7.0 MILES AIRLINE
 KJ0508'FROM LIMON, COLORADO.  NORTH 28 DEGREES WEST ABOUT 10.0 MILES
 KJ0508'AIRLINE FROM HUGO, COLORADO.  ON A SMALL GRASSY TOP ON HIGHWAY
 KJ0508'RIGHT-OF-WAY BANK, ON SOUTH SIDE OF HIGHWAY, 8.30 FEET NORTH
 KJ0508'OF A USGS WITNESS SIGN MOUNTED ON A METAL POST.
 KJ0508'
 KJ0508'TO REACH THE STATION FROM THE POST OFFICE AT GENOA, COLORADO, GO
 KJ0508'SOUTH 0.3 MILE TO CROSSROAD JUNCTION U.S. HIGHWAY 24, THEN GO
 KJ0508'WEST 3.5 MILES ON U.S. HIGHWAY 24 TO ROAD CUT AND STATION SITE ON
 KJ0508'HIGHWAY RIGHT-OF-WAY BANK ON SOUTH SIDE OF U.S. HIGHWAY 24.
 KJ0508'
 KJ0508'ALL MARKS ARE USGS BRASS TABLETS SOLDERED TO COPPER COATED
 KJ0508'STEEL RODS CENTERED IN TILE 6 INCHES IN DIAMETER AND 12 INCHES LONG
 KJ0508'FILLED WITH GRAVEL AND SET FLUSH WITH THE GROUND SURFACE.
 KJ0508'
 KJ0508'STATION MARK IS A ROD DRIVEN 10 FEET TO REFUSAL.  TABLET STAMPED
 KJ0508'BIG ET 1970.
 KJ0508'
 KJ0508'REFERENCE MARK NO. 1 IS A ROD DRIVEN 10 FEET TO REFUSAL.  TABLET
 KJ0508'STAMPED BIG ET 1 1970.
 KJ0508'
 KJ0508'REFERENCE MARK NO. 2 IS A ROD DRIVEN 10 FEET TO REFUSAL.  TABLET
 KJ0508'STAMPED BIG ET 2 1970.
 KJ0508'
 KJ0508'STATION LE BOW USC AND GS 1934 IS VISIBLE FROM THE GROUND AT THIS
 KJ0508'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 KJ0508'
 KJ0508'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
 KJ0508
 KJ0508                          STATION RECOVERY (1974)
 KJ0508
 KJ0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KJ0508'THE STATION MARK AND REFERENCE MARK 1 AND REFERENCE MARK 2 WERE
 KJ0508'RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO CONSTRUCTION OF
 KJ0508'INTERSTATE HIGHWAY 70 THIS STATION WILL BE DESTROYED.  STATION
 KJ0508'BIG 2 ET (USGS) AND REFERENCE MARKS 3, 4 AND 5 WERE ESTABLISHED
 KJ0508'THIS DATE.
 KJ0508'
 KJ0508'SEE DESCRIPTION FOR STATION BIG 2 ET (USGS).
 KJ0508'
 KJ0508'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KJ0508'7.0 MILES EAST OF LIMON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0507 ***********************************************************************
 KJ0507  DESIGNATION -  BIG 2
 KJ0507  PID         -  KJ0507
 KJ0507  STATE/COUNTY-  CO/LINCOLN
 KJ0507  USGS QUAD   -  GENOA WEST (1980)
 KJ0507
 KJ0507                         *CURRENT SURVEY CONTROL
 KJ0507  ___________________________________________________________________
 KJ0507* NAD 83(1992)-  39 15 51.75208(N)    103 33 52.22252(W)     ADJUSTED  
 KJ0507* NAVD 88     -      1668.4    (meters)    5474.     (feet)  VERTCON   
 KJ0507  ___________________________________________________________________
 KJ0507  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 KJ0507  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 KJ0507
 KJ0507  HORZ ORDER  -  SECOND
 KJ0507
 KJ0507.The horizontal coordinates were established by classical geodetic methods
 KJ0507.and adjusted by the National Geodetic Survey in January 1993..
 KJ0507
 KJ0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0507
 KJ0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0507
 KJ0507.The geoid height was determined by GEOID03.
 KJ0507
 KJ0507;                    North         East     Units Scale Factor Converg.
 KJ0507;SPC CO C     -   465,436.624 1,081,418.293   MT  0.99993996   +1 13 14.5
 KJ0507;SPC CO C     - 1,527,019.99  3,547,953.18   sFT  0.99993996   +1 13 14.5
 KJ0507;UTM  13      - 4,347,097.259   623,840.626   MT  0.99978883   +0 54 31.1
 KJ0507
 KJ0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0507!SPC CO C     -   0.99974145  x   0.99993996  =   0.99968143
 KJ0507!UTM  13      -   0.99974145  x   0.99978883  =   0.99953034
 KJ0507
 KJ0507:                Primary Azimuth Mark                     Grid Az
 KJ0507:SPC CO C     -  GENOA SNELL GRAIN ELEV                   075 11 28.0
 KJ0507:UTM  13      -  GENOA SNELL GRAIN ELEV                   075 30 11.4
 KJ0507
 KJ0507|---------------------------------------------------------------------|
 KJ0507| PID    Reference Object                     Distance      Geod. Az  |
 KJ0507|                                                           dddmmss.s |
 KJ0507| KJ0502 GENOA SNELL GRAIN ELEV              APPROX. 6.0 KM 0762442.5 |
 KJ0507| CP7446 BIG 2 RM 3                           13.588 METERS 09308     |
 KJ0507| KJ0506 BIG 2 RM 5 AZIMUTH                  APPROX. 0.5 KM 0932417.9 |
 KJ0507| CP7447 BIG 2 RM 4                           13.822 METERS 27312     |
 KJ0507| KJ0508 BIG                                  66.636 METERS 35958     |
 KJ0507|---------------------------------------------------------------------|
 KJ0507
 KJ0507                          SUPERSEDED SURVEY CONTROL
 KJ0507
 KJ0507  NAD 83(1986)-  39 15 51.74649(N)    103 33 52.21905(W) AD(       ) 2
 KJ0507  NAD 27      -  39 15 51.79202(N)    103 33 50.40618(W) AD(       ) 2
 KJ0507  NGVD 29 (07/19/86) 1667.6    (m)         5471.     (f) VERT ANG       
 KJ0507
 KJ0507.Superseded values are not recommended for survey control.
 KJ0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0507.See file dsdata.txt to determine how the superseded data were derived.
 KJ0507
 KJ0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD2384147097(NAD 83)
 KJ0507_MARKER: Z = SEE DESCRIPTION
 KJ0507_SETTING: 0 = UNSPECIFIED SETTING
 KJ0507
 KJ0507  HISTORY     - Date     Condition        Report By
 KJ0507  HISTORY     - 1974     MONUMENTED       USGS
 KJ0507
 KJ0507                          STATION DESCRIPTION
 KJ0507
 KJ0507'DESCRIBED BY US GEOLOGICAL SURVEY 1974 (CLN)
 KJ0507'THE STATION IS LOCATED ABOUT 3.5 MILES WEST OF GENOA, ABOUT 7.0
 KJ0507'MILES EAST OF LIMON AND ON THE SOUTH RIGHT OF WAY OF U.S. HIGHWAY
 KJ0507'24 AND INTERSTATE HIGHWAY 70.
 KJ0507'
 KJ0507'TO REACH THE STATION FROM THE POST OFFICE IN GENOA, GO SOUTH ON
 KJ0507'THE MAIN STREET FOR 0.3 MILE TO INTERSTATE 70 AND U.S. HIGHWAY
 KJ0507'24.  TURN RIGHT AND GO WEST FOR 3.5 MILES TO THE STATION ON THE
 KJ0507'LEFT, SOUTH SIDE OF THE EAST BOUND LANES.
 KJ0507'
 KJ0507'THE STATION MARKS ARE STANDARD NATIONAL GEODETIC SURVEY STATION
 KJ0507'DISKS STAMPED BIG 2 ET 1974 (USGS).  THE SURFACE DISK IS SET IN
 KJ0507'THE TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 KJ0507'WITH THE GROUND SURFACE.  IT IS 2.3 FEET NORTH OF A METAL WITNESS
 KJ0507'POST AND 2.6 FEET NORTH OF THE RIGHT-OF-WAY FENCE.  THE
 KJ0507'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES
 KJ0507'BELOW THE GROUND SURFACE.
 KJ0507'
 KJ0507'REFERENCE MARK 3 IS A STANDARD NATIONAL GEODETIC SURVEY
 KJ0507'REFERENCE MARK DISK STAMPED BIG 2 ET (USGS) NO 3 1974, SET IN THE
 KJ0507'TOP OF A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 KJ0507'THE GROUND SURFACE.  IT IS 2.7 FEET NORTH OF THE RIGHT-OF-WAY
 KJ0507'FENCE.
 KJ0507'
 KJ0507'REFERENCE MARK 4 IS A STANDARD NATIONAL GEODETIC SURVEY REFERENCE
 KJ0507'MARK DISK STAMPED BIG 2 ET (USGS) NO 4 1974, SET IN THE TOP OF A
 KJ0507'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 KJ0507'SURFACE.  IT IS 2.4 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 KJ0507'
 KJ0507'REFERENCE MARK 5 IS A STANDARD NATIONAL GEODETIC SURVEY REFERENCE
 KJ0507'MARK DISK STAMPED BIG 2 ET (USGS) NO 5 1974 AZ, SET IN THE TOP OF
 KJ0507'A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 KJ0507'GROUND SURFACE.  IT IS 2.4 FEET NORTH OF THE RIGHT-OF-WAY FENCE
 KJ0507'AND 2.1 FEET NORTH-NORTHWEST OF A METAL WITNESS POST.
 KJ0507'
 KJ0507'TO REACH REFERENCE MARK 5 FROM THE STATION, GO EAST ALONG THE
 KJ0507'NORTH SIDE OF THE RIGHT-OF-WAY FENCE FOR 0.3 MILE TO REFERENCE MARK
 KJ0507'5 ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0506 ***********************************************************************
 KJ0506  DESIGNATION -  BIG 2 RM 5 AZIMUTH
 KJ0506  PID         -  KJ0506
 KJ0506  STATE/COUNTY-  CO/LINCOLN
 KJ0506  USGS QUAD   -  GENOA WEST (1980)
 KJ0506
 KJ0506                         *CURRENT SURVEY CONTROL
 KJ0506  ___________________________________________________________________
 KJ0506* NAD 83(1992)-  39 15 50.78424(N)    103 33 31.30826(W)     ADJUSTED  
 KJ0506* NAVD 88     -      1667.9    (meters)    5472.     (feet)  VERTCON   
 KJ0506  ___________________________________________________________________
 KJ0506  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 KJ0506  GEOID HEIGHT-         -20.05  (meters)                     GEOID03
 KJ0506
 KJ0506  HORZ ORDER  -  THIRD
 KJ0506
 KJ0506.The horizontal coordinates were established by classical geodetic methods
 KJ0506.and adjusted by the National Geodetic Survey in January 1993..
 KJ0506
 KJ0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0506
 KJ0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0506
 KJ0506.The geoid height was determined by GEOID03.
 KJ0506
 KJ0506;                    North         East     Units Scale Factor Converg.
 KJ0506;SPC CO C     -   465,417.482 1,081,920.166   MT  0.99993995   +1 13 27.7
 KJ0506;SPC CO C     - 1,526,957.19  3,549,599.74   sFT  0.99993995   +1 13 27.7
 KJ0506;UTM  13      - 4,347,075.388   624,342.312   MT  0.99979037   +0 54 44.3
 KJ0506
 KJ0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0506!SPC CO C     -   0.99974153  x   0.99993995  =   0.99968150
 KJ0506!UTM  13      -   0.99974153  x   0.99979037  =   0.99953196
 KJ0506
 KJ0506:                Primary Azimuth Mark                     Grid Az
 KJ0506:SPC CO C     -  GENOA SNELL GRAIN ELEV                   073 40 36.8
 KJ0506:UTM  13      -  GENOA SNELL GRAIN ELEV                   073 59 20.2
 KJ0506
 KJ0506|---------------------------------------------------------------------|
 KJ0506| PID    Reference Object                     Distance      Geod. Az  |
 KJ0506|                                                           dddmmss.s |
 KJ0506| KJ0502 GENOA SNELL GRAIN ELEV              APPROX. 5.6 KM 0745404.5 |
 KJ0506| KJ0507 BIG 2                               APPROX. 0.5 KM 2732431.1 |
 KJ0506|---------------------------------------------------------------------|
 KJ0506
 KJ0506                          SUPERSEDED SURVEY CONTROL
 KJ0506
 KJ0506  NAD 83(1986)-  39 15 50.77866(N)    103 33 31.30481(W) AD(       ) 3
 KJ0506  NAD 27      -  39 15 50.82408(N)    103 33 29.49251(W) AD(       ) 3
 KJ0506  NGVD 29 (07/19/86) 1667.1    (m)         5469.     (f) VERT ANG       
 KJ0506
 KJ0506.Superseded values are not recommended for survey control.
 KJ0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0506.See file dsdata.txt to determine how the superseded data were derived.
 KJ0506
 KJ0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD2434247075(NAD 83)
 KJ0506_MARKER: Z = SEE DESCRIPTION
 KJ0506_SETTING: 0 = UNSPECIFIED SETTING
 KJ0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KJ0506
 KJ0506  HISTORY     - Date     Condition        Report By
 KJ0506  HISTORY     - 1974     MONUMENTED       USGS
 KJ0506
 KJ0506                          STATION DESCRIPTION
 KJ0506
 KJ0506'DESCRIBED BY US GEOLOGICAL SURVEY 1974 (CLN)
 KJ0506'REFERENCE MARK 5 IS A STANDARD NATIONAL GEODETIC SURVEY REFERENCE
 KJ0506'MARK DISK STAMPED BIG 2 ET (USGS) NO 5 1974 AZ, SET IN THE TOP OF
 KJ0506'A 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE
 KJ0506'GROUND SURFACE.  IT IS 2.4 FEET NORTH OF THE RIGHT-OF-WAY FENCE
 KJ0506'AND 2.1 FEET NORTH-NORTHWEST OF A METAL WITNESS POST.
 KJ0506'
 KJ0506'TO REACH REFERENCE MARK 5 FROM THE STATION, GO EAST ALONG THE NORTH
 KJ0506'SIDE OF THE RIGHT-OF-WAY FENCE FOR 0.3 MILE TO REFERENCE MARK 5
 KJ0506'ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0838 ***********************************************************************
 JJ0838  DESIGNATION -  BIG BEND LAMAR FLOUR MILL ELEV
 JJ0838  PID         -  JJ0838
 JJ0838  STATE/COUNTY-  CO/BENT
 JJ0838  USGS QUAD   -  MC CLAVE (1955)
 JJ0838
 JJ0838                         *CURRENT SURVEY CONTROL
 JJ0838  ___________________________________________________________________
 JJ0838* NAD 83(1992)-  38 12 04.25977(N)    102 45 03.94047(W)     ADJUSTED  
 JJ0838* NAVD 88     -                                                        
 JJ0838  ___________________________________________________________________
 JJ0838  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 JJ0838  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 JJ0838
 JJ0838  HORZ ORDER  -  THIRD
 JJ0838
 JJ0838.The horizontal coordinates were established by classical geodetic methods
 JJ0838.and adjusted by the National Geodetic Survey in January 1993..
 JJ0838
 JJ0838
 JJ0838.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0838
 JJ0838.The geoid height was determined by GEOID03.
 JJ0838
 JJ0838;                    North         East     Units Scale Factor Converg.
 JJ0838;SPC CO S     -   478,652.579 1,155,140.895   MT  0.99996586   +1 41 10.0
 JJ0838;SPC CO S     - 1,570,379.34  3,789,824.75   sFT  0.99996586   +1 41 10.0
 JJ0838;UTM  13      - 4,230,527.772   696,919.267   MT  1.00007759   +1 23 28.4
 JJ0838
 JJ0838                          SUPERSEDED SURVEY CONTROL
 JJ0838
 JJ0838  NAD 83(1986)-  38 12 04.25430(N)    102 45 03.93271(W) AD(       ) 4
 JJ0838  NAD 27      -  38 12 04.22767(N)    102 45 02.23500(W) AD(       ) 3
 JJ0838
 JJ0838.Superseded values are not recommended for survey control.
 JJ0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0838.See file dsdata.txt to determine how the superseded data were derived.
 JJ0838
 JJ0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC9691930528(NAD 83)
 JJ0838_MARKER: 65 = GRAIN ELEVATOR
 JJ0838
 JJ0838  HISTORY     - Date     Condition        Report By
 JJ0838  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0838
 JJ0838                          STATION DESCRIPTION
 JJ0838
 JJ0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0838'THE STATION IS LOCATED IN THE VILLAGE OF BIG BEND.
 JJ0838'
 JJ0838'THE ELEVATOR IS A LARGE ELEVATOR OF CONCRETE CONSTRUCTION,
 JJ0838'ABOUT 100 FEET HIGH, WITH A 15-FOOT HEADHOUSE ON TOP.  THE
 JJ0838'HEADHOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1255 ***********************************************************************
 JK1255  DESIGNATION -  BIG BULL MTN
 JK1255  PID         -  JK1255
 JK1255  STATE/COUNTY-  CO/TELLER
 JK1255  USGS QUAD   -  BIG BULL MOUNTAIN (1994)
 JK1255
 JK1255                         *CURRENT SURVEY CONTROL
 JK1255  ___________________________________________________________________
 JK1255* NAD 83(1992)-  38 42 55.01892(N)    105 06 40.77846(W)     ADJUSTED  
 JK1255* NAVD 88     -      3302.7    (meters)   10836.     (feet)  VERTCON   
 JK1255  ___________________________________________________________________
 JK1255  LAPLACE CORR-          -6.65  (seconds)                    DEFLEC99
 JK1255  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 JK1255
 JK1255  HORZ ORDER  -  THIRD
 JK1255
 JK1255.The horizontal coordinates were established by classical geodetic methods
 JK1255.and adjusted by the National Geodetic Survey in January 1993..
 JK1255
 JK1255.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1255
 JK1255.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1255
 JK1255.The geoid height was determined by GEOID03.
 JK1255
 JK1255;                    North         East     Units Scale Factor Converg.
 JK1255;SPC CO C     -   402,775.603   948,204.154   MT  0.99995844   +0 14 42.5
 JK1255;SPC CO C     - 1,321,439.62  3,110,899.80   sFT  0.99995844   +0 14 42.5
 JK1255;UTM  13      - 4,285,187.889   490,321.453   MT  0.99960115   -0 04 10.7
 JK1255
 JK1255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1255!SPC CO C     -   0.99948442  x   0.99995844  =   0.99944288
 JK1255!UTM  13      -   0.99948442  x   0.99960115  =   0.99908577
 JK1255
 JK1255:                Primary Azimuth Mark                     Grid Az
 JK1255:SPC CO C     -  P 418=NIPPLE                             188 05 52.3
 JK1255:UTM  13      -  P 418=NIPPLE                             188 24 45.5
 JK1255
 JK1255|---------------------------------------------------------------------|
 JK1255| PID    Reference Object                     Distance      Geod. Az  |
 JK1255|                                                           dddmmss.s |
 JK1255| JK1256 P 418=NIPPLE                        APPROX. 8.4 KM 1882034.8 |
 JK1255|---------------------------------------------------------------------|
 JK1255
 JK1255                          SUPERSEDED SURVEY CONTROL
 JK1255
 JK1255  NAD 83(1986)-  38 42 55.00921(N)    105 06 40.77933(W) AD(       ) 3
 JK1255  NAD 27      -  38 42 55.01595(N)    105 06 38.81794(W) AD(       ) 3
 JK1255  NGVD 29 (07/19/86) 3301.3    (m)        10831.     (f) VERT ANG       
 JK1255
 JK1255.Superseded values are not recommended for survey control.
 JK1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1255.See file dsdata.txt to determine how the superseded data were derived.
 JK1255
 JK1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC9032185188(NAD 83)
 JK1255_MARKER: DD = SURVEY DISK
 JK1255_SETTING: 66 = SET IN ROCK OUTCROP
 JK1255_SP_SET: SET IN A ROCK LEDGE
 JK1255_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK1255+STABILITY: POSITION/ELEVATION WELL
 JK1255
 JK1255  HISTORY     - Date     Condition        Report By
 JK1255  HISTORY     - 1953     MONUMENTED       USGS
 JK1255
 JK1255                          STATION DESCRIPTION
 JK1255
 JK1255'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 JK1255'STATION IS LOCATED ON NE. END OF LARGE MOUNTAIN, 4.2 MI. (AIRLINE) SE.
 JK1255'OF CRIPPLE CREEK, AND 9.4 MI. (AIRLINE) SW. OF PIKES PEAK.
 JK1255'
 JK1255'TO REACH STATION FROM CRIPPLE CREEK, PROCEED S. ALONG STATE HIGHWAY 67
 JK1255'6.1 MI. TO VICTOR, COLORADO.  AT THE JUNCTION OF STATE HIGHWAYS 67 AND
 JK1255'268, TAKE HIGHWAY 268 N. 1.6 MI. TO TOP OF HILL, TURN RIGHT (E.) THRU
 JK1255'GATE AND GO 0.3 MI. ALONG TRACK RD. TO FENCE (NO GATE), THENCE 0.3 MI.
 JK1255'SE. (NO RD.) TO GATE IN E-W. FENCE LINE AT TOP OF RISE, THENCE S. 0.5
 JK1255'MI. ALONG VERY DIM TRAIL TO END OF TRUCK TRAVEL ON RISE N. OF AND
 JK1255'BELOW TOP.  PROCEED ON FOOT S. TO STATION, A 10 MINUTE PACK.
 JK1255'
 JK1255'STATION MARK--STANDARD USGS TABLET, STAMPED ---BIG BULL MTN. 1953---,
 JK1255'SET IN FLAT ROCK FLUSH WITH GROUND, ON NE. END OF TOP.
 JK1255'
 JK1255'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3294 ***********************************************************************
 AB3294  DESIGNATION -  BIG DRY
 AB3294  PID         -  AB3294
 AB3294  STATE/COUNTY-  CO/ADAMS
 AB3294  USGS QUAD   -  EASTLAKE (1994)
 AB3294
 AB3294                         *CURRENT SURVEY CONTROL
 AB3294  ___________________________________________________________________
 AB3294* NAD 83(1992)-  39 59 22.40590(N)    104 56 25.78065(W)     ADJUSTED  
 AB3294* NAVD 88     -      1555.2    (meters)    5102.     (feet)  GPS OBS   
 AB3294  ___________________________________________________________________
 AB3294  X           -  -1,261,912.830 (meters)                     COMP
 AB3294  Y           -  -4,729,163.507 (meters)                     COMP
 AB3294  Z           -   4,078,085.396 (meters)                     COMP
 AB3294  LAPLACE CORR-          -7.18  (seconds)                    DEFLEC99
 AB3294  ELLIP HEIGHT-        1537.59  (meters)          (12/03/02) GPS OBS
 AB3294  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 AB3294
 AB3294  HORZ ORDER  -  FIRST
 AB3294  ELLP ORDER  -  FOURTH    CLASS II
 AB3294
 AB3294.The horizontal coordinates were established by GPS observations
 AB3294.and adjusted by the National Geodetic Survey in May 1996..
 AB3294
 AB3294.The orthometric height was determined by GPS observations and a
 AB3294.high-resolution geoid model.
 AB3294
 AB3294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3294
 AB3294.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3294
 AB3294.The ellipsoidal height was determined by GPS observations
 AB3294.and is referenced to NAD 83.
 AB3294
 AB3294.The geoid height was determined by GEOID03.
 AB3294
 AB3294;                    North         East     Units Scale Factor Converg.
 AB3294;SPC CO N     -   377,811.747   962,185.543   MT  0.99996718   +0 21 41.5
 AB3294;SPC CO N     - 1,239,537.37  3,156,770.40   sFT  0.99996718   +0 21 41.5
 AB3294;UTM  13      - 4,426,599.866   505,080.135   MT  0.99960032   +0 02 17.7
 AB3294
 AB3294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3294!SPC CO N     -   0.99975884  x   0.99996718  =   0.99972603
 AB3294!UTM  13      -   0.99975884  x   0.99960032  =   0.99935926
 AB3294
 AB3294                          SUPERSEDED SURVEY CONTROL
 AB3294
 AB3294  ELLIP H (05/15/96) 1537.63   (m)                       GP(       ) 3 1
 AB3294
 AB3294.Superseded values are not recommended for survey control.
 AB3294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3294.See file dsdata.txt to determine how the superseded data were derived.
 AB3294
 AB3294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE0508026600(NAD 83)
 AB3294_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AB3294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3294_STAMPING: BIG DRY 1995
 AB3294_MARK LOGO: CO-001
 AB3294_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3294+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB3294
 AB3294  HISTORY     - Date     Condition        Report By
 AB3294  HISTORY     - 1995     MONUMENTED       CHANCE
 AB3294
 AB3294                          STATION DESCRIPTION
 AB3294
 AB3294'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (FND)
 AB3294'THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) SOUTHEAST OF ERIE, 8.5 MI
 AB3294'(13.7 KM) EAST OF LAFAYETTE, 7 MI (11.3 KM) WEST OF BRIGHTON, 6 MI
 AB3294'(9.7 KM) SOUTH OF DACONO, 7 MI (11.3 KM) NORTH-NORTHEAST OF THORNTON,
 AB3294'IN THE SOUTHEAST 1/4 OF SECTION 1, T 1 S, R 68 W, 6TH P.M.
 AB3294'OWNERSHIP--UNION PACIFIC RAILROAD$TO REACH THE STATION FROM THE
 AB3294'INTERSECTION OF INTERSTATE HIGHWAY 25 AND STATE HIGHWAY 7, GO EAST,
 AB3294'SOUTHEAST, AND EAST ALONG HIGHWAY 7 FOR 2.6 MI (4.2 KM) TO THE
 AB3294'INTERSECTION WITH COLORADO BOULEVARD (GRAVEL) .  TURN LEFT AND GO
 AB3294'NORTH ALONG COLORADO BOULEVARD FOR 0.25 MI (0.40 KM) TO THE TOP OF A
 AB3294'HILL AND THE STATION ON THE LEFT$THE STATION MARK IS A STANDARD ADAMS
 AB3294'COUNTY BRASS SURVEY MARK DISK STAMPED --BIG DRY 1995-- SET IN THE TOP
 AB3294'OF A 24-INCH ROUND CONCRETE POST FLUSH WITH GROUND LEVEL.  IT IS 94 FT
 AB3294'(28.7 M) WEST OF THE CENTERLINE OF COLORADO BOULEVARD, 17.2 FT (5.2 M)
 AB3294'EAST OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD TRACKS, 291 FT
 AB3294'(88.7 M) SOUTH-SOUTHEAST OF MILE MARKER 3/4, 42.5 FT (13.0 M)
 AB3294'SOUTHWEST OF A SQUARE WOOD POST, AND 2.0 FT (0.6 M) WEST OF A
 AB3294'CARSONITE WITNESS POST$DESCRIBED BY F.N. DREXEL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0765 ***********************************************************************
 JL0765  DESIGNATION -  BIG MESA
 JL0765  PID         -  JL0765
 JL0765  STATE/COUNTY-  CO/GUNNISON
 JL0765  USGS QUAD   -  BIG MESA (1982)
 JL0765
 JL0765                         *CURRENT SURVEY CONTROL
 JL0765  ___________________________________________________________________
 JL0765* NAD 83(1992)-  38 26 41.23237(N)    107 01 57.52082(W)     ADJUSTED  
 JL0765* NAVD 88     -      2668.0    (meters)    8753.     (feet)  VERTCON   
 JL0765  ___________________________________________________________________
 JL0765  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 JL0765  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 JL0765
 JL0765  HORZ ORDER  -  THIRD
 JL0765
 JL0765.The horizontal coordinates were established by classical geodetic methods
 JL0765.and adjusted by the National Geodetic Survey in January 1993..
 JL0765
 JL0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0765
 JL0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0765
 JL0765.The geoid height was determined by GEOID03.
 JL0765
 JL0765;                    North         East     Units Scale Factor Converg.
 JL0765;SPC CO C     -   373,805.467   780,609.206   MT  1.00000103   -0 57 59.8
 JL0765;SPC CO C     - 1,226,393.44  2,561,048.70   sFT  1.00000103   -0 57 59.8
 JL0765;UTM  13      - 4,257,123.741   322,613.960   MT  0.99998751   -1 15 50.9
 JL0765
 JL0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0765!SPC CO C     -   0.99958380  x   1.00000103  =   0.99958483
 JL0765!UTM  13      -   0.99958380  x   0.99998751  =   0.99957132
 JL0765
 JL0765:                Primary Azimuth Mark                     Grid Az
 JL0765:SPC CO C     -  IOLA                                     268 09 17.4
 JL0765:UTM  13      -  IOLA                                     268 27 08.5
 JL0765
 JL0765|---------------------------------------------------------------------|
 JL0765| PID    Reference Object                     Distance      Geod. Az  |
 JL0765|                                                           dddmmss.s |
 JL0765| JL0763 IOLA                                APPROX. 3.2 KM 2671117.6 |
 JL0765|---------------------------------------------------------------------|
 JL0765
 JL0765                          SUPERSEDED SURVEY CONTROL
 JL0765
 JL0765  NAD 83(1986)-  38 26 41.23025(N)    107 01 57.53002(W) AD(       ) 3
 JL0765  NAD 27      -  38 26 41.25926(N)    107 01 55.35613(W) AD(       ) 3
 JL0765  NGVD 29 (07/19/86) 2666.5    (m)         8748.     (f) VERT ANG       
 JL0765
 JL0765.Superseded values are not recommended for survey control.
 JL0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0765.See file dsdata.txt to determine how the superseded data were derived.
 JL0765
 JL0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC2261457124(NAD 83)
 JL0765_MARKER: DD = SURVEY DISK
 JL0765_SETTING: 80 = SET IN A BOULDER
 JL0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0765+STABILITY: SURFACE MOTION
 JL0765
 JL0765  HISTORY     - Date     Condition        Report By
 JL0765  HISTORY     - 1950     MONUMENTED       USGS
 JL0765
 JL0765                          STATION DESCRIPTION
 JL0765
 JL0765'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JL0765'STATION LOCATED ABOUT 9 MI. SW. OF GUNNISON AND 3 MI. SE. OF ELKHORN,
 JL0765'ON TOP OF LARGE MESA KNOWN AS BIG MESA ABOUT 0.3 MI. W. OF DRAW AT
 JL0765'RIM OF MESA.
 JL0765'
 JL0765'TO REACH FROM GUNNISON COURTHOUSE, GO W. ON U.S. HIGHWAY 50 4.4 MI.
 JL0765'TO COUNTY RD., TURN LEFT, GO S. ON COUNTY RD. 3.0 MI. TO RANCH HOUSE,
 JL0765'CONTINUE SW. 1.1 MI. TO RD. FORK, TURN RIGHT, GO 0.5 MI. TO RD. FORK,
 JL0765'TAKE LEFT FORK, GO 0.4 MI. TO OLD HOUSE, CONTINUE SSW. UP DRAW 1.3
 JL0765'MI. TO RIM OF MESA, GO SW. 0.3 MI. TO TOP OF MESA AND STATION.
 JL0765'
 JL0765'STATION MARK--STANDARD TABLET, STAMPED ---BIG MESA 1950---, SET IN
 JL0765'BOULDER.
 JL0765'
 JL0765'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---BIG MESA
 JL0765'NO. 1 1950---, SET IN BOULDER 125.20 FT. FROM STATION,
 JL0765'S 85 DEG 09 MIN E.
 JL0765'
 JL0765'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---BIG MESA
 JL0765'NO. 2 1950---, SET IN ROCK 94.40 FT. FROM STATION, S 04 DEG 14 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0999 ***********************************************************************
 JK0999  DESIGNATION -  BIG SPRINGS
 JK0999  PID         -  JK0999
 JK0999  STATE/COUNTY-  CO/EL PASO
 JK0999  USGS QUAD   -  BIG SPRINGS RANCH (1973)
 JK0999
 JK0999                         *CURRENT SURVEY CONTROL
 JK0999  ___________________________________________________________________
 JK0999* NAD 83(1992)-  38 45 06.13154(N)    104 15 11.51972(W)     ADJUSTED  
 JK0999* NAVD 88     -      1904.6    (meters)    6249.     (feet)  VERTCON   
 JK0999  ___________________________________________________________________
 JK0999  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 JK0999  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 JK0999
 JK0999  HORZ ORDER  -  FIRST
 JK0999
 JK0999.The horizontal coordinates were established by classical geodetic methods
 JK0999.and adjusted by the National Geodetic Survey in January 1993..
 JK0999
 JK0999.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK0999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK0999
 JK0999.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0999
 JK0999.The geoid height was determined by GEOID03.
 JK0999
 JK0999;                    North         East     Units Scale Factor Converg.
 JK0999;SPC CO C     -   407,489.825 1,022,775.757   MT  0.99995439   +0 47 10.8
 JK0999;SPC CO C     - 1,336,906.20  3,355,556.80   sFT  0.99995439   +0 47 10.8
 JK0999;UTM  13      - 4,289,488.135   564,892.534   MT  0.99965185   +0 28 02.9
 JK0999
 JK0999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0999!SPC CO C     -   0.99970430  x   0.99995439  =   0.99965870
 JK0999!UTM  13      -   0.99970430  x   0.99965185  =   0.99935625
 JK0999
 JK0999:                Primary Azimuth Mark                     Grid Az
 JK0999:SPC CO C     -  DRY CAMP                                 168 52 54.2
 JK0999:UTM  13      -  DRY CAMP                                 169 12 02.1
 JK0999
 JK0999|---------------------------------------------------------------------|
 JK0999| PID    Reference Object                     Distance      Geod. Az  |
 JK0999|                                                           dddmmss.s |
 JK0999| JK0984 DRY CAMP                            APPROX.21.3 KM 1694005.0 |
 JK0999| JK1223 MONTE ROSA                          APPROX.60.4 KM 2702817.1 |
 JK0999| KK1643 EASTONVILLE CHURCH SPIRE            APPROX.43.7 KM 3213332.9 |
 JK0999| KK1645 EASTONVILLE CREAMERY TOWER          APPROX.43.5 KM 3223157.0 |
 JK0999|---------------------------------------------------------------------|
 JK0999
 JK0999                          SUPERSEDED SURVEY CONTROL
 JK0999
 JK0999  NAD 83(1986)-  38 45 06.12361(N)    104 15 11.51420(W) AD(       ) 1
 JK0999  NAD 27      -  38 45 06.14200(N)    104 15 09.65700(W) AD(       ) 1
 JK0999  NGVD 29 (07/19/86) 1903.6    (m)         6245.     (f) VERT ANG       
 JK0999
 JK0999.Superseded values are not recommended for survey control.
 JK0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0999.See file dsdata.txt to determine how the superseded data were derived.
 JK0999
 JK0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6489389488(NAD 83)
 JK0999_MARKER: DS = TRIANGULATION STATION DISK
 JK0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0999_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JK0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0999+STABILITY: SURFACE MOTION
 JK0999
 JK0999  HISTORY     - Date     Condition        Report By
 JK0999  HISTORY     - 1880     MONUMENTED       CGS
 JK0999  HISTORY     - 1922     GOOD             CGS
 JK0999  HISTORY     - 1935     GOOD             CGS
 JK0999  HISTORY     - 1949     GOOD             CGS
 JK0999
 JK0999                          STATION DESCRIPTION
 JK0999
 JK0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 JK0999'ABOUT 30 MILES EAST OF COLORADO SPRINGS AND 6 MILES SOUTH OF
 JK0999'MR. PEBBLES HOME RANCH, WHICH IS KNOWN AS BIG SPRINGS, ON
 JK0999'UNCULTIVATED LAND, THE HIGHEST POINT WITHIN A RADIUS OF 6 MILES.
 JK0999'THE STATION IS IN THE NW. 1/4 NW. 1/4 SEC. 17, T. 15 S., R. 61 W.
 JK0999'THE UNDERGROUND MARK IS A DISK 30 INCHES BELOW THE SURFACE SET
 JK0999'AS DESCRIBED.  SURFACE MARK IS A DISK 3 INCHES
 JK0999'ABOVE THE SURFACE SET.  REFERENCE MARK,
 JK0999'A DISK SET AND 2 INCHES ABOVE THE
 JK0999'SURFACE, IS IN THE FENCE LINE ON THE NORTH SIDE OF THE
 JK0999'ROADWAY ALONG THE NORTH LINE OF SECTION 17, 108.5 METERS (356
 JK0999'FEET) N. 35 DEG W. (MAGNETIC) FROM THE STATION.  TO WEST
 JK0999'LINE OF SECTION 17 IS 318.2 METERS (1,044 FEET) WEST.  TO
 JK0999'NORTH LINE OF SECTION 17, 94.5 METERS (310 FEET) NORTH.
 JK0999
 JK0999                          STATION RECOVERY (1935)
 JK0999
 JK0999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (AWJ)
 JK0999'THE STATION WAS FOUND EASILY AND IS IN EXCELLENT CONDITION.
 JK0999'BY DRIVING 30 MILES EAST ALONG THE ROAD KNOWN AS THE FARMERS
 JK0999'HIGHWAY.  THEN DRIVING 6 MILES SOUTH OVER A SECTION ROAD.  THEN
 JK0999'FOLLOWING THE TRAIL ALONG THE FENCE LINE TO THE EAST, ONE
 JK0999'IS WITHIN 30 FEET OF THE STATION.  THE DESCRIPTION IS ANTIQUATED
 JK0999'AND SHOULD BE ALTERED AS FOLLOWS--
 JK0999'
 JK0999'BIG SPRINGS (EL PASO COUNTY O.H.T., 1880, 1935).  ABOUT 30
 JK0999'MILES EAST AND 6 MILES SOUTH OF COLORADO SPRINGS, 2 MILES WEST
 JK0999'AND 6 MILES SOUTH OF YODER, ON UNCULTIVATED LAND, OWNED (1935)
 JK0999'BY K.F. RUDOLPH, THE HIGHEST POINT ETC.
 JK0999'
 JK0999'AN OLD TRAIL WHICH CUTS DIAGONALLY ACROSS THE SECTION PASSES
 JK0999'WITHIN 30 FEET OF THE STATION.  MOST OF THE FARMERS IN THIS
 JK0999'VICINITY KNOW THE LOCATION OF THE STATION.  THE REFERENCE
 JK0999'MARK AND THE STATION DISK WERE FOUND TO BE STAMPED BIG SPRINGS
 JK0999'1880.
 JK0999'
 JK0999'NOTE--THE LOCALITY KNOWN AS BIG SPRINGS IS ABOUT 8 MILES NORTH
 JK0999'AND 2 MILES WEST OF THE STATION AND IS NOT OWNED BY MR. PEBBLES
 JK0999'AT THE PRESENT TIME.  THE SMALL TOWN OF YODER IS A MUCH BETTER
 JK0999'REFERENCE.
 JK0999
 JK0999                          STATION RECOVERY (1949)
 JK0999
 JK0999'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 JK0999'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  A NEW
 JK0999'DESCRIPTION IS GIVEN BELOW--
 JK0999'
 JK0999'THE STATION IS LOCATED ON A HIGH, UNCULTIVATED KNOLL WHICH FALLS
 JK0999'OFF GRADUALLY TO THE NORTH AND EAST AND SHARPLY TO THE SOUTH
 JK0999'AND WEST AND IS THE HIGHEST POINT FOR 8 MILES.  IT IS 4 MILES
 JK0999'WEST AND ONE MILE NORTH OF THE SMALL TOWN OF TRUCTON, 1 MILE
 JK0999'SOUTHWEST OF THE RESIDENCE OF F.H. LAUPPE, 318 METERS EAST
 JK0999'AND 94 METERS SOUTH OF THE NORTHWEST CORNER OF SECTION 17,
 JK0999'100 YARDS SOUTH OF AN EAST-WEST FENCE, AND 30 FEET SOUTHWEST OF
 JK0999'A PLAIN TRACK ROAD.  THE STATION IS MARKED BY A BRONZE U.S.C.
 JK0999'AND G.S. DISK SET IN A CONCRETE POST PROJECTING THREE INCHES
 JK0999'ABOVE GROUND.  REFERENCE MARK IS A U.S.C. AND G.S. BRONZE
 JK0999'DISK SET IN A CONCRETE POST PROJECTING TWO INCHES ABOVE
 JK0999'GROUND.
 JK0999'
 JK0999'STATION IS REACHED FROM ELLICOT, A SMALL TOWN ON THE COLORADO
 JK0999'HIGHWAY 94 ABOUT 23.4 MILES DUE EAST OF COLORADO SPRINGS, BY
 JK0999'GOING EAST ON ROUTE 94 FOR 7.0 MILES TO A GRADED CROSSROAD.
 JK0999'TURN RIGHT LEAVING HIGHWAY AND GO SOUTH ON A GRADED ROAD FOR
 JK0999'6.0 MILES TO END OF GRADED ROAD.  TAKE LEFT FORK SOUTHEASTERLY
 JK0999'FOR 0.3 MILE TO TOP OF HILL AND STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8132 ***********************************************************************
 AE8132  DESIGNATION -  BIGGI
 AE8132  PID         -  AE8132
 AE8132  STATE/COUNTY-  CO/LARIMER
 AE8132  USGS QUAD   -  POUDRE PARK (1962)
 AE8132
 AE8132                         *CURRENT SURVEY CONTROL
 AE8132  ___________________________________________________________________
 AE8132* NAD 83(1992)-  40 44 49.29418(N)    105 22 14.94338(W)     ADJUSTED  
 AE8132* NAVD 88     -      2053.1    (meters)    6736.     (feet)  GPS OBS   
 AE8132  ___________________________________________________________________
 AE8132  X           -  -1,283,052.697 (meters)                     COMP
 AE8132  Y           -  -4,667,377.413 (meters)                     COMP
 AE8132  Z           -   4,142,511.851 (meters)                     COMP
 AE8132  LAPLACE CORR-         -17.17  (seconds)                    DEFLEC99
 AE8132  ELLIP HEIGHT-        2039.79  (meters)          (12/03/02) GPS OBS
 AE8132  GEOID HEIGHT-         -13.30  (meters)                     GEOID03
 AE8132
 AE8132  HORZ ORDER  -  FIRST
 AE8132  ELLP ORDER  -  FOURTH    CLASS II
 AE8132
 AE8132.The horizontal coordinates were established by GPS observations
 AE8132.and adjusted by the National Geodetic Survey in March 1998..
 AE8132
 AE8132.The orthometric height was determined by GPS observations and a
 AE8132.high-resolution geoid model.
 AE8132
 AE8132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8132
 AE8132.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8132
 AE8132.The ellipsoidal height was determined by GPS observations
 AE8132.and is referenced to NAD 83.
 AE8132
 AE8132.The geoid height was determined by GEOID03.
 AE8132
 AE8132;                    North         East     Units Scale Factor Converg.
 AE8132;SPC CO N     -   461,776.761   925,311.997   MT  0.99999431   +0 05 00.5
 AE8132;SPC CO N     - 1,515,012.59  3,035,794.44   sFT  0.99999431   +0 05 00.5
 AE8132;UTM  13      - 4,510,741.307   468,694.706   MT  0.99961206   -0 14 31.4
 AE8132
 AE8132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8132!SPC CO N     -   0.99968013  x   0.99999431  =   0.99967444
 AE8132!UTM  13      -   0.99968013  x   0.99961206  =   0.99929232
 AE8132
 AE8132                          SUPERSEDED SURVEY CONTROL
 AE8132
 AE8132  ELLIP H (03/31/98) 2039.81   (m)                       GP(       ) 4 1
 AE8132
 AE8132.Superseded values are not recommended for survey control.
 AE8132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8132.See file dsdata.txt to determine how the superseded data were derived.
 AE8132
 AE8132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF6869510741(NAD 83)
 AE8132_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AE8132_SETTING: 66 = SET IN ROCK OUTCROP
 AE8132_STAMPING: BIGGI 97
 AE8132_MARK LOGO: CO-069
 AE8132_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8132_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE8132+STABILITY: POSITION/ELEVATION WELL
 AE8132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8132+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE8132
 AE8132  HISTORY     - Date     Condition        Report By
 AE8132  HISTORY     - 1997     MONUMENTED       CO-069
 AE8132
 AE8132                          STATION DESCRIPTION
 AE8132
 AE8132'DESCRIBED BY LARIMER COUNTY COLORADO 1997 (RSC)
 AE8132'THE STATION IS LOCATED ABOUT 19 MI (30.6 KM) NORTHWEST OF FORT
 AE8132'COLLINS, 12 MI (19.3 KM) EAST-SOUTHEAST OF RED FEATHER LAKES AND 11 MI
 AE8132'(17.7 KM) NORTHWEST OF TEDS PLACE, IN THE NORTHEAST 1/4 OF SECTION 17,
 AE8132'T 9 N, R 71 W, AT LARIMER COUNTY ROAD 74E MILEPOST 9.9.
 AE8132'OWNERSHIP--COLORADO DIVISION OF WILDLIFE LONE PINE UNIT TO REACH THE
 AE8132'STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY 287 AND LARIMER
 AE8132'COUNTY ROAD 74E (RED FEATHER LAKES ROAD) , GO WEST ON LARIMER COUNTY
 AE8132'ROAD 74E FOR 4.0 MI (6.4 KM) TO A SIDE ROAD RIGHT, LARIMER COUNTY ROAD
 AE8132'37.  CONTINUE AHEAD, WEST ON LARIMER COUNTY ROAD 74E FOR 5.6 MI (9.0
 AE8132'KM) TO THE STATION ON THE RIGHT, AT A GATE TO A TRACK ROAD ON THE
 AE8132'RIGHT THE MARK IS A STANDARD LARIMER COUNTY GEODETIC CONTROL BRASS
 AE8132'DISK SET FLUSH IN A DRILL HOLE IN A 4 M (13.1 FT) BY 3 M (9.8 FT)
 AE8132'GRANITE OUTCROP AND AT THE TOP OF THE EXPOSURE.  IT IS 55.0 M (180.4
 AE8132'FT) WEST FROM THE CENTER LINE OF COUNTY ROAD 74E, 44.4 M (145.7 FT)
 AE8132'WEST FROM THE CENTER OF A GATE, 27.1 M (88.9 FT) NORTHEAST FROM THE
 AE8132'SOUTHEAST CORNER OF A CORRAL, 17.6 M (57.7 FT) NORTH FROM THE CENTER
 AE8132'OF A TRACK ROAD TO THE STOCK PEN AND CATTLE LOADING SHOOT AND 14.4 M
 AE8132'(47.2 FT) NORTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1575 ***********************************************************************
 KK1575  DESIGNATION -  BIJOU
 KK1575  PID         -  KK1575
 KK1575  STATE/COUNTY-  CO/ARAPAHOE
 KK1575  USGS QUAD   -  PEORIA (1978)
 KK1575
 KK1575                         *CURRENT SURVEY CONTROL
 KK1575  ___________________________________________________________________
 KK1575* NAD 83(1992)-  39 42 27.63520(N)    104 03 29.65210(W)     ADJUSTED  
 KK1575* NAVD 88     -      1614.     (meters)    5295.     (feet)  SCALED    
 KK1575  ___________________________________________________________________
 KK1575  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 KK1575  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 KK1575
 KK1575  HORZ ORDER  -  THIRD
 KK1575
 KK1575.The horizontal coordinates were established by classical geodetic methods
 KK1575.and adjusted by the National Geodetic Survey in January 1993..
 KK1575
 KK1575.The orthometric height was scaled from a topographic map.
 KK1575
 KK1575.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1575
 KK1575.The geoid height was determined by GEOID03.
 KK1575
 KK1575;                    North         East     Units Scale Factor Converg.
 KK1575;SPC CO C     -   513,853.943 1,038,036.758   MT  0.99999190   +0 54 33.5
 KK1575;SPC CO C     - 1,685,869.14  3,405,625.60   sFT  0.99999190   +0 54 33.5
 KK1575;SPC CO N     -   347,368.964 1,038,037.682   MT  1.00000146   +0 55 53.7
 KK1575;SPC CO N     - 1,139,659.68  3,405,628.63   sFT  1.00000146   +0 55 53.7
 KK1575;UTM  13      - 4,395,736.884   580,731.052   MT  0.99968024   +0 36 06.1
 KK1575
 KK1575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1575!SPC CO C     -   0.99974984  x   0.99999190  =   0.99974174
 KK1575!SPC CO N     -   0.99974984  x   1.00000146  =   0.99975130
 KK1575!UTM  13      -   0.99974984  x   0.99968024  =   0.99943016
 KK1575
 KK1575:                Primary Azimuth Mark                     Grid Az
 KK1575:SPC CO C     -  PERRY                                    340 48 42.7
 KK1575:SPC CO N     -  PERRY                                    340 47 22.5
 KK1575:UTM  13      -  PERRY                                    341 07 10.1
 KK1575
 KK1575|---------------------------------------------------------------------|
 KK1575| PID    Reference Object                     Distance      Geod. Az  |
 KK1575|                                                           dddmmss.s |
 KK1575| KK1567 PERRY                               APPROX. 5.6 KM 3414316.2 |
 KK1575|---------------------------------------------------------------------|
 KK1575
 KK1575                          SUPERSEDED SURVEY CONTROL
 KK1575
 KK1575  NAD 83(1986)-  39 42 27.62296(N)    104 03 29.64867(W) AD(       ) 3
 KK1575  NAD 27      -  39 42 27.64595(N)    104 03 27.83444(W) AD(       ) 3
 KK1575
 KK1575.Superseded values are not recommended for survey control.
 KK1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1575.See file dsdata.txt to determine how the superseded data were derived.
 KK1575
 KK1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED8073195737(NAD 83)
 KK1575_MARKER: DD = SURVEY DISK
 KK1575_SETTING: 0 = UNSPECIFIED SETTING
 KK1575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1575
 KK1575  HISTORY     - Date     Condition        Report By
 KK1575  HISTORY     - 1948     MONUMENTED       USGS
 KK1575
 KK1575                          STATION DESCRIPTION
 KK1575
 KK1575'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 KK1575'STATION IS LOCATED ON HIGHEST POINT OF A LOW ROLLING HILL, WHICH
 KK1575'BREAKS OFF SHARP TO THE W. TO EAST BIJOU RIVER, APPROXIMATELY 1.0
 KK1575'MI.  IN NW. 1/4 SEC. 13, T 4 S, R 60 W.  APPROXIMATELY 6.8 MI.
 KK1575'(AIRLINE) N. OF DEERTRAIL AND 8.8 MI. E. OF BYERS.
 KK1575'
 KK1575'TO REACH STATION FROM STRASBURG, PROCEED E. ON U.S. HIGHWAY 36 15.0
 KK1575'MI., TURN RIGHT (S.) 2.0 MI., TURN RIGHT (W.) FOLLOW TRAIL ON S. SIDE
 KK1575'OF E-W. FENCE FOR 1.0 MI.  TURN LEFT (S.) 0.2 MI. TO GATE AND TRAIL
 KK1575'CROSSING.  STATION IS APPROXIMATELY 100 FT. E.
 KK1575'
 KK1575'STATION MARK--STANDARD TABLET, STAMPED ---BIJOU 1948---, SET IN TOP
 KK1575'OF CONCRETE POST, 10 IN. ABOVE GROUND.
 KK1575'
 KK1575'REFERENCE MARK NO. 1--STANDARD TABLET, STAMPED ---BIJOU 1948 NO. 1---,
 KK1575'SET IN TOP OF CONCRETE POST, AT DISTANCE 85.75 FT. FROM STATION MARK,
 KK1575'S 08 DEG 22 MIN W.
 KK1575'
 KK1575'REFERENCE MARK NO. 2--STANDARD TABLET, STAMPED ---BIJOU 1948 NO. 2---,
 KK1575'SET IN TOP OF CONCRETE POST, AT DISTANCE 79.95 FT. FROM STATION MARK,
 KK1575'N 75 DEG 48 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1580 ***********************************************************************
 KK1580  DESIGNATION -  BIJOU
 KK1580  PID         -  KK1580
 KK1580  STATE/COUNTY-  CO/ARAPAHOE
 KK1580  USGS QUAD   -  STRASBURG (1978)
 KK1580
 KK1580                         *CURRENT SURVEY CONTROL
 KK1580  ___________________________________________________________________
 KK1580* NAD 83(1992)-  39 38 13.96982(N)    104 17 24.11180(W)     ADJUSTED  
 KK1580* NAVD 88     -      1711.     (meters)    5614.     (feet)  SCALED    
 KK1580  ___________________________________________________________________
 KK1580  LAPLACE CORR-          -4.68  (seconds)                    DEFLEC99
 KK1580  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 KK1580
 KK1580  HORZ ORDER  -  FIRST
 KK1580
 KK1580.The horizontal coordinates were established by classical geodetic methods
 KK1580.and adjusted by the National Geodetic Survey in January 1993..
 KK1580
 KK1580.The orthometric height was scaled from a topographic map.
 KK1580
 KK1580.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1580
 KK1580.The geoid height was determined by GEOID03.
 KK1580
 KK1580;                    North         East     Units Scale Factor Converg.
 KK1580;SPC CO C     -   505,741.304 1,018,265.274   MT  0.99997963   +0 45 47.2
 KK1580;SPC CO C     - 1,659,252.93  3,340,758.65   sFT  0.99997963   +0 45 47.2
 KK1580;SPC CO N     -   339,249.083 1,018,268.667   MT  1.00001377   +0 46 54.5
 KK1580;SPC CO N     - 1,113,019.70  3,340,769.78   sFT  1.00001377   +0 46 54.5
 KK1580;UTM  13      - 4,387,733.561   560,922.523   MT  0.99964569   +0 27 10.5
 KK1580
 KK1580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1580!SPC CO C     -   0.99973454  x   0.99997963  =   0.99971417
 KK1580!SPC CO N     -   0.99973454  x   1.00001377  =   0.99974830
 KK1580!UTM  13      -   0.99973454  x   0.99964569  =   0.99938032
 KK1580
 KK1580|---------------------------------------------------------------------|
 KK1580| PID    Reference Object                     Distance      Geod. Az  |
 KK1580|                                                           dddmmss.s |
 KK1580| KK1579 BIJOU RM 1                           19.004 METERS 00611     |
 KK1580| KK1578 BYERS FARMERS UNION GRAIN ELEV      APPROX. 9.8 KM 0341131.6 |
 KK1580| CP7448 BIJOU RM 2                            6.630 METERS 08947     |
 KK1580| KK1620 VORTAC KIOWA IOC                    APPROX.22.7 KM 1902350.4 |
 KK1580| KK1581 BIJOU AZ MK                         APPROX. 0.9 KM 2694743.4 |
 KK1580|---------------------------------------------------------------------|
 KK1580
 KK1580                          SUPERSEDED SURVEY CONTROL
 KK1580
 KK1580  NAD 83(1986)-  39 38 13.96359(N)    104 17 24.10966(W) AD(       ) 1
 KK1580  NAD 27      -  39 38 14.02764(N)    104 17 22.25627(W) AD(       ) 1
 KK1580
 KK1580.Superseded values are not recommended for survey control.
 KK1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1580.See file dsdata.txt to determine how the superseded data were derived.
 KK1580
 KK1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED6092387734(NAD 83)
 KK1580_MARKER: DS = TRIANGULATION STATION DISK
 KK1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1580
 KK1580  HISTORY     - Date     Condition        Report By
 KK1580  HISTORY     - 1960     MONUMENTED       CGS
 KK1580  HISTORY     - 1976     GOOD             NGS
 KK1580
 KK1580                          STATION DESCRIPTION
 KK1580
 KK1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KK1580'THE STATION IS ABOUT 7 MILES SOUTH AND 1-1/2 MILES EAST OF
 KK1580'STRASBURG, ABOUT 5 MILES SOUTH AND 3-1/2 MILES WEST OF BYERS ON
 KK1580'THE SOUTH RIGHT-OF-WAY OF AN EAST-WEST SECTION LINE ROAD.
 KK1580'
 KK1580'TO REACH THE STATION FROM THE POST OFFICE AT STRASBURG GO EAST
 KK1580'ON U.S. HIGHWAYS 36, 40 AND 287 FOR 0.15 MILE TO A CROSSROAD,
 KK1580'TURN LEFT AND GO SOUTH ON THE GRAVELED ROAD FOR 7.0 MILES TO A
 KK1580'CROSSROAD, TURN LEFT AND GO EAST ON THE GRAVELED ROAD FOR 1.15
 KK1580'MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON THE
 KK1580'GRAVELED ROAD FOR 0.55 MILE TO THE STATION ON THE RIGHT.
 KK1580'
 KK1580'THE STATION MARK, STAMPED BIJOU 1960, IS A STANDARD DISK SET
 KK1580'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 6
 KK1580'INCHES.  IT IS 31 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD,
 KK1580'4 FEET EAST OF THE WITNESS POST AND 1 FOOT NORTH OF THE EAST-WEST
 KK1580'FENCE LINE.
 KK1580'
 KK1580'REFERENCE MARK NO. 1, STAMPED BIJOU NO 1 1960, IS A STANDARD
 KK1580'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 KK1580'4 INCHES.  IT IS 30 FEET NORTH OF THE CENTER OF THE GRAVELED
 KK1580'ROAD IN AN EAST-WEST FENCE LINE.
 KK1580'
 KK1580'REFERENCE MARK NO. 2, STAMPED BIJOU NO 2 1960, IS A STANDARD
 KK1580'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 KK1580'3 INCHES.  IT IS 31 FEET SOUTH OF THE CENTER OF THE GRAVELED
 KK1580'ROAD AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 KK1580'
 KK1580'THE AZIMUTH MARK, STAMPED BIJOU 1960, IS A STANDARD DISK SET
 KK1580'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 7
 KK1580'INCHES.  IT IS 33 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD,
 KK1580'1 FOOT NORTH OF AN EAST-WEST FENCE LINE AND 6 INCHES NORTH OF
 KK1580'A WITNESS POST.
 KK1580
 KK1580                          STATION RECOVERY (1976)
 KK1580
 KK1580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 KK1580'STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE
 KK1580'TO REFERENCE MARK 1 DID NOT CHECK BY 0.014 METERS BUT THE DIRECTION
 KK1580'TO THE MARK CHECKED ADEQUATE.  DISTANCE TO REFERENCE MARK NUMBER 2
 KK1580'CHECKED ADEQUATE BUT THE DIRECTION DID NOT.
 KK1580'
 KK1580'ROUTE TO THE STATION HAS CHANGED SOME DUE TO INTERSTATE HIGHWAY
 KK1580'70 HAVING BEEN CONSTRUCTED SINCE STATION WAS ESTABLISHED.
 KK1580'
 KK1580'STATION IS REACHED FROM THE POST OFFICE IN STRASBURG.  GO EAST
 KK1580'ON THE MAIN EAST-WEST STREET FOR 0.15 MILE TO A SURFACED ROAD
 KK1580'LEADING SOUTH ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE
 KK1580'SURFACED ROAD, CROSSING OVER INTERSTATE HIGHWAY 70 FOR 0.25
 KK1580'MILE TO A SERVICE ROAD.  TURN LEFT AND GO EAST ON THE SERVICE
 KK1580'ROAD FOR 0.25 MILE TO A POINT WHERE THE ROAD TURNS RIGHT.  TURN
 KK1580'RIGHT AND GO SOUTH ON COUNTY ROAD 157 FOR 6.6 MILES TO A
 KK1580'GRAVELED CROSSROAD.  TURN LEFT AND GO EAST ON THE GRAVELED ROAD
 KK1580'(COUNTY ROAD 30) FOR 1.0 MILE TO A CROSSROAD.  CONTINUE
 KK1580'STRAIGHT AHEAD ON ROAD FOR 0.2 MILE TO THE TOP OF A RISE AND
 KK1580'AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON THE ROAD FOR
 KK1580'0.55 MILE TO THE STATION ON THE RIGHT.
 KK1580'
 KK1580'STATION MARK IS A STANDARD STATION MARK DISK, STAMPED BIJOU 1960,
 KK1580'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 4
 KK1580'INCHES.  MARK IS 31 FEET SOUTH OF THE APPROXIMATE CENTER OF
 KK1580'COUNTY ROAD 30, 4 FEET EAST OF A METAL WITNESS POST AND 1 FOOT
 KK1580'NORTH OF AN EAST-WEST FENCELINE.
 KK1580'
 KK1580'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK,
 KK1580'STAMPED BIJOU NO 1 1960, SET IN THE TOP OF A SQUARE CONCRETE
 KK1580'MONUMENT PROJECTING ABOUT 4 INCHES.  MARK IS 30 FEET NORTH OF
 KK1580'THE APPROXIMATE CENTER OF COUNTY ROAD 30, 1 FOOT NORTH OF AN
 KK1580'EAST-WEST FENCELINE AND IS INSIDE A FENCED PASTURE.
 KK1580'
 KK1580'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK,
 KK1580'STAMPED BIJOU NO 2 1960, SET IN THE TOP OF A SQUARE CONCRETE
 KK1580'MONUMENT PROJECTING ABOUT 4 INCHES.  MARK IS 31 FEET SOUTH OF
 KK1580'THE APPROXIMATE CENTER OF COUNTY ROAD 30 AND 1 FOOT NORTH OF
 KK1580'AN EAST-WEST FENCELINE.
 KK1580'
 KK1580'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED BIJOU
 KK1580'1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 KK1580'ABOUT 6 INCHES.  MARK IS 33 FEET SOUTH OF THE APPROXIMATE CENTER
 KK1580'OF COUNTY ROAD 30, 1/2 FOOT NORTH OF A METAL WITNESS POST AND 1
 KK1580'FOOT NORTH OF AN EAST-WEST FENCELINE.
 KK1580'
 KK1580'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KK1580'APPROX. 6-3/4 MILES EAST OF STRASBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3570 ***********************************************************************
 AI3570  DESIGNATION -  BILLINGSLEY
 AI3570  PID         -  AI3570
 AI3570  STATE/COUNTY-  CO/BOULDER
 AI3570  USGS QUAD   -  BOULDER (1979)
 AI3570
 AI3570                         *CURRENT SURVEY CONTROL
 AI3570  ___________________________________________________________________
 AI3570* NAD 83(1992)-  40 00 22.22381(N)    105 20 55.72940(W)     ADJUSTED  
 AI3570* NAVD 88     -      1891.7    (meters)    6206.     (feet)  GPS OBS   
 AI3570  ___________________________________________________________________
 AI3570  X           -  -1,295,337.765 (meters)                     COMP
 AI3570  Y           -  -4,719,157.222 (meters)                     COMP
 AI3570  Z           -   4,079,717.216 (meters)                     COMP
 AI3570  LAPLACE CORR-         -22.78  (seconds)                    DEFLEC99
 AI3570  ELLIP HEIGHT-        1876.87  (meters)          (12/03/02) GPS OBS
 AI3570  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 AI3570
 AI3570  HORZ ORDER  -  FIRST
 AI3570  ELLP ORDER  -  FOURTH    CLASS II
 AI3570
 AI3570.The horizontal coordinates were established by GPS observations
 AI3570.and adjusted by the National Geodetic Survey in February 2000..
 AI3570
 AI3570.The orthometric height was determined by GPS observations and a
 AI3570.high-resolution geoid model.
 AI3570
 AI3570.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3570
 AI3570.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3570
 AI3570.The ellipsoidal height was determined by GPS observations
 AI3570.and is referenced to NAD 83.
 AI3570
 AI3570.The geoid height was determined by GEOID03.
 AI3570
 AI3570;                    North         East     Units Scale Factor Converg.
 AI3570;SPC CO N     -   379,516.901   927,310.599   MT  0.99996591   +0 05 51.7
 AI3570;SPC CO N     - 1,245,131.70  3,042,351.52   sFT  0.99996591   +0 05 51.7
 AI3570;UTM  13      - 4,428,500.653   470,228.015   MT  0.99961091   -0 13 27.3
 AI3570
 AI3570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3570!SPC CO N     -   0.99970565  x   0.99996591  =   0.99967157
 AI3570!UTM  13      -   0.99970565  x   0.99961091  =   0.99931667
 AI3570
 AI3570                          SUPERSEDED SURVEY CONTROL
 AI3570
 AI3570  ELLIP H (02/17/00) 1876.90   (m)                       GP(       ) 4 2
 AI3570
 AI3570.Superseded values are not recommended for survey control.
 AI3570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3570.See file dsdata.txt to determine how the superseded data were derived.
 AI3570
 AI3570_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE7022828501(NAD 83)
 AI3570_MARKER: DH = HORIZONTAL CONTROL DISK
 AI3570_SETTING: 66 = SET IN ROCK OUTCROP
 AI3570_STAMPING: BILLINGSLEY 1999
 AI3570_MARK LOGO: NGS   
 AI3570_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3570_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI3570+STABILITY: POSITION/ELEVATION WELL
 AI3570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3570+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3570
 AI3570  HISTORY     - Date     Condition        Report By
 AI3570  HISTORY     - 1999     MONUMENTED       NGS
 AI3570
 AI3570                          STATION DESCRIPTION
 AI3570
 AI3570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI3570'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) SOUTHEAST OF GOLD HILL, 3.7
 AI3570'MI (6.0 KM) WEST-SOUTHWEST OF BOULDER AND 0.8 MI (1.3 KM) SOUTHWEST OF
 AI3570'BETASSO FILTRATION PLANT, IN THE SOUTHWEST 1/4 OF SECTION 33, T 1 N, R
 AI3570'71 W.  OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY
 AI3570'TO REACH THE STATION FROM THE INTERSECTION OF BROADWAY (STATE HIGHWAYS
 AI3570'7 AND 93) AND CANYON BOULDEVARD (STATE HIGHWAY 119) IN BOULDER, GO
 AI3570'WEST ON STATE HIGHWAY 119 FOR 2.8 MI (4.5 KM) TO A SIDE ROAD RIGHT,
 AI3570'FOUR MILE CANYON ROAD.  CONTINUE AHEAD, WEST, ON STATE HIGHWAY 119 FOR
 AI3570'2.3 MI (3.7 KM) TO A SIDE ROAD RIGHT, SUGARLOAF ROAD.  TURN RIGHT,
 AI3570'NORTH, UPHILL, ON SUGARLOAF ROAD FOR 0.35 MI (0.56 KM) TO A ROCK
 AI3570'OUTCROP ON THE RIGHT NEAR A SMALL TURNOUT
 AI3570'THE MARK IS A STANDARD DISK SET IN A DRILL HOLE IN A RED GRANITE
 AI3570'OUTCROP MEASURING 3.5 M (11.5 FT) BY 6 M (19.7 FT) AND 1.5 M (4.9 FT)
 AI3570'ABOVE THE GROUND.  THE DISK IS IN THE HIGHEST FLAT AREA, ABOUT 0.5 M
 AI3570'(1.6 FT) BELOW THE HIGH POINT OF THE OUTCROP.  IT IS 10.8 M (35.4 FT)
 AI3570'SOUTHEAST FROM THE CENTER LINE OF SUGARLOAF ROAD, 5.2 M (17.1 FT)
 AI3570'SOUTHWEST FROM THE END OF THE UPHILL GUARD RAIL, 4.8 M (15.7 FT) EAST
 AI3570'FROM THE END OF THE DOWNHILL GUARD RAIL, 2.8 M (9.2 FT) EAST FROM A
 AI3570'WITNESS POST AND 0.9 M (3.0 FT) SOUTH FROM THE HIGHEST ROCK IN THE
 AI3570'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0336 ***********************************************************************
 HJ0336  DESIGNATION -  BILLY
 HJ0336  PID         -  HJ0336
 HJ0336  STATE/COUNTY-  CO/BACA
 HJ0336  USGS QUAD   -  PRITCHETT NW (1978)
 HJ0336
 HJ0336                         *CURRENT SURVEY CONTROL
 HJ0336  ___________________________________________________________________
 HJ0336* NAD 83(1992)-  37 27 17.88519(N)    102 56 50.82416(W)     ADJUSTED  
 HJ0336* NAVD 88     -      1497.     (meters)    4911.     (feet)  SCALED    
 HJ0336  ___________________________________________________________________
 HJ0336  LAPLACE CORR-          -4.62  (seconds)                    DEFLEC99
 HJ0336  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 HJ0336
 HJ0336  HORZ ORDER  -  THIRD
 HJ0336
 HJ0336.The horizontal coordinates were established by classical geodetic methods
 HJ0336.and adjusted by the National Geodetic Survey in January 1993..
 HJ0336
 HJ0336.The orthometric height was scaled from a topographic map.
 HJ0336
 HJ0336.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0336
 HJ0336.The geoid height was determined by GEOID03.
 HJ0336
 HJ0336;                    North         East     Units Scale Factor Converg.
 HJ0336;SPC CO S     -   395,374.621 1,140,212.051   MT  0.99996717   +1 33 56.4
 HJ0336;SPC CO S     - 1,297,158.24  3,740,845.70   sFT  0.99996717   +1 33 56.4
 HJ0336;UTM  13      - 4,147,323.424   681,544.047   MT  1.00000599   +1 14 54.9
 HJ0336
 HJ0336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0336!SPC CO S     -   0.99976867  x   0.99996717  =   0.99973585
 HJ0336!UTM  13      -   0.99976867  x   1.00000599  =   0.99977466
 HJ0336
 HJ0336|---------------------------------------------------------------------|
 HJ0336| PID    Reference Object                     Distance      Geod. Az  |
 HJ0336|                                                           dddmmss.s |
 HJ0336| CM8436 BILLY RM 1                            7.960 METERS 01915     |
 HJ0336| CM8435 BILLY AZ MK                                        0904025.7 |
 HJ0336| HJ0331 PRITCHETT MUNICIPAL TANK            APPROX.12.1 KM 1392547.1 |
 HJ0336| HJ0332 PRITCHETT GANO GRAIN CORP ELEV      APPROX.12.5 KM 1411804.2 |
 HJ0336| HJ0333 PRITCHETT H B S GRAIN ELEV          APPROX.12.4 KM 1422842.9 |
 HJ0336| CM8437 BILLY RM 2                           12.668 METERS 24637     |
 HJ0336|---------------------------------------------------------------------|
 HJ0336
 HJ0336                          SUPERSEDED SURVEY CONTROL
 HJ0336
 HJ0336  NAD 83(1986)-  37 27 17.87965(N)    102 56 50.81109(W) AD(       ) 3
 HJ0336  NAD 27      -  37 27 17.82935(N)    102 56 49.07343(W) AD(       ) 3
 HJ0336
 HJ0336.Superseded values are not recommended for survey control.
 HJ0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0336.See file dsdata.txt to determine how the superseded data were derived.
 HJ0336
 HJ0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB8154447323(NAD 83)
 HJ0336_MARKER: DS = TRIANGULATION STATION DISK
 HJ0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0336
 HJ0336  HISTORY     - Date     Condition        Report By
 HJ0336  HISTORY     - 1953     MONUMENTED       CGS
 HJ0336
 HJ0336                          STATION DESCRIPTION
 HJ0336
 HJ0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HJ0336'THE STATION IS LOCATED AIRLINE ABOUT 8 MILES NORTHWEST OF
 HJ0336'PRITCHETT AND ABOUT 18 MILES WEST-NORTHWEST OF SPRINGFIELD
 HJ0336'ALONG THE NORTH SIDE OF AN EAST-WEST FARM ROAD.
 HJ0336'
 HJ0336'THE STATION IS A STANDARD DISK STAMPED BILLY 1953 SET IN TOP
 HJ0336'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2
 HJ0336'INCHES ABOVE THE GROUND.  IT IS 15 FEET NORTH-NORTHWEST OF A
 HJ0336'T-FENCE CORNER, 10 FEET NORTH OF AN EAST-WEST FENCE LINE,
 HJ0336'AND 54 FEET NORTH OF THE CENTER LINE OF A FARM ROAD.
 HJ0336'
 HJ0336'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BILLY
 HJ0336'NO 1 1953 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HJ0336'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 HJ0336'THE SAME ELEVATION AS THE STATION.  IT IS 1 FOOT WEST OF A
 HJ0336'NORTH-SOUTH FENCE LINE AND 24 FEET EAST OF THE CENTER LINE
 HJ0336'OF A DIM TRACK ROAD.
 HJ0336'
 HJ0336'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BILLY
 HJ0336'NO 2 1953 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 HJ0336'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 HJ0336'ELEVATION AS THE STATION.  IT IS 1 FOOT NORTH OF AN EAST-WEST
 HJ0336'FENCE LINE AND 40 FEET NORTH OF THE CENTER LINE OF A FARM
 HJ0336'ROAD.
 HJ0336'
 HJ0336'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BILLY 1953 SET
 HJ0336'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HJ0336'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 15 INCHES NORTH OF AN
 HJ0336'EAST-WEST FENCE LINE AND 39 FEET SOUTH OF THE CENTER LINE OF A
 HJ0336'FARM ROAD.
 HJ0336'
 HJ0336'TO REACH THE STATION FROM THE POST OFFICE IN PRITCHETT, GO
 HJ0336'NORTH ON U.S. HIGHWAY 160 FOR 1.0 MILE TO A JUNCTION WITH
 HJ0336'STATE ROAD 101.  TAKE THE LEFT FORK AND FOLLOW STATE ROAD 101
 HJ0336'WEST AND NORTHERLY FOR 6.6 MILES TO A CROSS ROAD.  TURN LEFT,
 HJ0336'WEST, AND FOLLOW THE FARM ROAD FOR 1.5 MILES TO THE AZIMUTH
 HJ0336'MARK ON THE LEFT, SOUTH.  CONTINUE WEST ON THE FARM ROAD FOR
 HJ0336'1.5 MILES TO A T-FENCE CORNER ON THE RIGHT, NORTH, AND THE
 HJ0336'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1607 ***********************************************************************
 KK1607  DESIGNATION -  BIN
 KK1607  PID         -  KK1607
 KK1607  STATE/COUNTY-  CO/ELBERT
 KK1607  USGS QUAD   -  ALTA VISTA (1970)
 KK1607
 KK1607                         *CURRENT SURVEY CONTROL
 KK1607  ___________________________________________________________________
 KK1607* NAD 83(1992)-  39 01 40.45599(N)    104 00 16.45972(W)     ADJUSTED  
 KK1607* NAVD 88     -      1885.0    (meters)    6184.     (feet)  VERTCON   
 KK1607  ___________________________________________________________________
 KK1607  LAPLACE CORR-          -5.74  (seconds)                    DEFLEC99
 KK1607  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 KK1607
 KK1607  HORZ ORDER  -  SECOND
 KK1607
 KK1607.The horizontal coordinates were established by classical geodetic methods
 KK1607.and adjusted by the National Geodetic Survey in January 1993..
 KK1607
 KK1607.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1607
 KK1607.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1607
 KK1607.The geoid height was determined by GEOID03.
 KK1607
 KK1607;                    North         East     Units Scale Factor Converg.
 KK1607;SPC CO C     -   438,472.143 1,043,880.426   MT  0.99993672   +0 56 35.3
 KK1607;SPC CO C     - 1,438,554.02  3,424,797.70   sFT  0.99993672   +0 56 35.3
 KK1607;UTM  13      - 4,320,344.517   586,162.884   MT  0.99969141   +0 37 36.7
 KK1607
 KK1607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1607!SPC CO C     -   0.99970734  x   0.99993672  =   0.99964408
 KK1607!UTM  13      -   0.99970734  x   0.99969141  =   0.99939884
 KK1607
 KK1607:                Primary Azimuth Mark                     Grid Az
 KK1607:SPC CO C     -  HORSE                                    251 45 50.7
 KK1607:UTM  13      -  HORSE                                    252 04 49.3
 KK1607
 KK1607|---------------------------------------------------------------------|
 KK1607| PID    Reference Object                     Distance      Geod. Az  |
 KK1607|                                                           dddmmss.s |
 KK1607| KK1608 HORSE                               APPROX. 7.6 KM 2524226.0 |
 KK1607| CP7449 BIN RM 1                             10.224 METERS 26806     |
 KK1607| CP7450 BIN RM 2                              9.859 METERS 35654     |
 KK1607|---------------------------------------------------------------------|
 KK1607
 KK1607                          SUPERSEDED SURVEY CONTROL
 KK1607
 KK1607  NAD 83(1986)-  39 01 40.44696(N)    104 00 16.45472(W) AD(       ) 2
 KK1607  NAD 27      -  39 01 40.48305(N)    104 00 14.60915(W) AD(       ) 2
 KK1607  NGVD 29 (07/19/86) 1884.1    (m)         6181.     (f) VERT ANG       
 KK1607
 KK1607.Superseded values are not recommended for survey control.
 KK1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1607.See file dsdata.txt to determine how the superseded data were derived.
 KK1607
 KK1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED8616320345(NAD 83)
 KK1607_MARKER: Z = SEE DESCRIPTION
 KK1607_SETTING: 0 = UNSPECIFIED SETTING
 KK1607
 KK1607  HISTORY     - Date     Condition        Report By
 KK1607  HISTORY     - 1970     MONUMENTED       USGS
 KK1607
 KK1607                          STATION DESCRIPTION
 KK1607
 KK1607'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEP)
 KK1607'STATION IS LOCATED SOUTH 47 DEGREES WEST ABOUT 24 MILES AIRLINE
 KK1607'FROM LIMON, COLORADO, SOUTH 27 DEGREES EAST ABOUT 9 MILES AIRLINE
 KK1607'FROM SIMLA, COLORADO, IN A PASTURE, 48 FEET NORTH OF THE CENTERLINE
 KK1607'OF GRADED ROAD.  17.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE AND
 KK1607'5.5 FEET NORTH OF USGS WITNESS SIGN.
 KK1607'
 KK1607'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 24
 KK1607'AND STATE HIGHWAY 71 SOUTH IN LIMON, COLORADO, PROCEED SOUTH ON
 KK1607'STATE HIGHWAY 71 FOR 17.3 MILES.  THENCE RIGHT (WEST) ON GRAVEL
 KK1607'ROAD FOR 15.7 MILES TO A T-ROAD.  THENCE LEFT (SOUTH) FOR 0.3
 KK1607'MILE AND RIGHT (WEST) FOR 1.5 MILES TO STATION SITE ON THE RIGHT
 KK1607'IN PASTURE.
 KK1607'
 KK1607'ALL MARKS ARE USGS BRASS TABLETS SOLDERED TO COPPER COATED STEEL
 KK1607'RODS CENTERED IN TILE 6 INCHES IN DIAMETER AND 12 INCHES LONG
 KK1607'FILLED WITH GRAVEL AND SET FLUSH WITH GROUND SURFACE.
 KK1607'
 KK1607'STATION MARK IS A ROD DRIVEN TO 15 FEET.  TABLET STAMPED BIN ET
 KK1607'1970.
 KK1607'
 KK1607'REFERENCE MARK NO. 1 IS A ROD DRIVEN TO 15 FEET.  TABLET STAMPED
 KK1607'BIN ET 1 1970.
 KK1607'
 KK1607'REFERENCE MARK NO. 2 IS A ROD DRIVEN TO 15 FEET.  TABLET STAMPED
 KK1607'BIN ET 2 1970.
 KK1607'
 KK1607'STATION HORSE ET 1970 IS VISIBLE FROM THE GROUND AT THIS STATION
 KK1607'AND WILL SERVE AS THE AZIMUTH MARK.
 KK1607'
 KK1607'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0276 ***********************************************************************
 KM0276  DESIGNATION -  BINER
 KM0276  PID         -  KM0276
 KM0276  STATE/COUNTY-  CO/RIO BLANCO
 KM0276  USGS QUAD   -  ROCK SCHOOL (1952)
 KM0276
 KM0276                         *CURRENT SURVEY CONTROL
 KM0276  ___________________________________________________________________
 KM0276* NAD 83(1992)-  39 50 13.55295(N)    108 22 16.38402(W)     ADJUSTED  
 KM0276* NAVD 88     -      2077.6    (meters)    6816.     (feet)  VERTCON   
 KM0276  ___________________________________________________________________
 KM0276  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 KM0276  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 KM0276
 KM0276  HORZ ORDER  -  THIRD
 KM0276
 KM0276.The horizontal coordinates were established by classical geodetic methods
 KM0276.and adjusted by the National Geodetic Survey in January 1993..
 KM0276
 KM0276.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0276
 KM0276.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0276
 KM0276.The geoid height was determined by GEOID03.
 KM0276
 KM0276;                    North         East     Units Scale Factor Converg.
 KM0276;SPC CO N     -   364,711.873   668,683.012   MT  0.99998275   -1 51 18.7
 KM0276;SPC CO N     - 1,196,558.87  2,193,837.52   sFT  0.99998275   -1 51 18.7
 KM0276;UTM  12      - 4,412,983.880   724,938.682   MT  1.00022295   +1 41 05.0
 KM0276
 KM0276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0276!SPC CO N     -   0.99967673  x   0.99998275  =   0.99965948
 KM0276!UTM  12      -   0.99967673  x   1.00022295  =   0.99989960
 KM0276
 KM0276:                Primary Azimuth Mark                     Grid Az
 KM0276:SPC CO N     -  SAGEBRUSH                                112 59 38.4
 KM0276:UTM  12      -  SAGEBRUSH                                109 27 14.7
 KM0276
 KM0276|---------------------------------------------------------------------|
 KM0276| PID    Reference Object                     Distance      Geod. Az  |
 KM0276|                                                           dddmmss.s |
 KM0276| KM0274 SAGEBRUSH                           APPROX. 5.9 KM 1110819.7 |
 KM0276|---------------------------------------------------------------------|
 KM0276
 KM0276                          SUPERSEDED SURVEY CONTROL
 KM0276
 KM0276  NAD 83(1986)-  39 50 13.54715(N)    108 22 16.37799(W) AD(       ) 3
 KM0276  NAD 27      -  39 50 13.64532(N)    108 22 14.05348(W) AD(       ) 3
 KM0276  NGVD 29 (07/19/86) 2076.3    (m)         6812.     (f) VERT ANG       
 KM0276
 KM0276.Superseded values are not recommended for survey control.
 KM0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0276.See file dsdata.txt to determine how the superseded data were derived.
 KM0276
 KM0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYK2493912984(NAD 83)
 KM0276_MARKER: DD = SURVEY DISK
 KM0276_SETTING: 0 = UNSPECIFIED SETTING
 KM0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0276
 KM0276  HISTORY     - Date     Condition        Report By
 KM0276  HISTORY     - 1950     MONUMENTED       USGS
 KM0276
 KM0276                          STATION DESCRIPTION
 KM0276
 KM0276'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KM0276'STATION IS LOCATED ABOUT 25 MI. W. AND 11 MI. S. OF TOWN OF MEEKER,
 KM0276'COLORADO, AT THE CENTER OF A SAGE COVERED CLEARING ON A PINE COVERED
 KM0276'RIDGE, IN NW. 1/4 SECTION 35, T 2 S, R 98 W.
 KM0276'
 KM0276'TO REACH STATION FROM RIO BLANCO POST OFFICE, FOLLOW COLORADO STATE
 KM0276'ROAD 326 W. 23.4 MI.  TURN LEFT ON BLACK SULPHUR ROAD JUST BEFORE
 KM0276'REACHING ROCK SCHOOLHOUSE.  FOLLOW THIS RD. 3.7 MI.  TURN LEFT
 KM0276'THROUGH GATE AND FOLLOW THIS RD. 2.6 MI. TO A SAGE COVERED CLEARING.
 KM0276'TURN RIGHT OFF RD. TO THE CENTER OF CLEARING AND STATION.
 KM0276'
 KM0276'STATION MARK--STANDARD TABLET, WELDED IN AN IRON PIPE AND STAMPED
 KM0276'---R-BINER 1950---.
 KM0276'
 KM0276'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3091 ***********************************************************************
 AI3091  DESIGNATION -  BISHOP
 AI3091  PID         -  AI3091
 AI3091  STATE/COUNTY-  CO/ADAMS
 AI3091  USGS QUAD   -  LEADER SE (1978)
 AI3091
 AI3091                         *CURRENT SURVEY CONTROL
 AI3091  ___________________________________________________________________
 AI3091* NAD 83(1992)-  39 46 08.19021(N)    104 04 38.82036(W)     ADJUSTED  
 AI3091* NAVD 88     -      1570.7    (meters)    5153.     (feet)  GPS OBS   
 AI3091  ___________________________________________________________________
 AI3091  X           -  -1,194,360.877 (meters)                     COMP
 AI3091  Y           -  -4,762,882.835 (meters)                     COMP
 AI3091  Z           -   4,059,292.225 (meters)                     COMP
 AI3091  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 AI3091  ELLIP HEIGHT-        1551.82  (meters)          (12/03/02) GPS OBS
 AI3091  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 AI3091
 AI3091  HORZ ORDER  -  FIRST
 AI3091  ELLP ORDER  -  FOURTH    CLASS II
 AI3091
 AI3091.The horizontal coordinates were established by GPS observations
 AI3091.and adjusted by the National Geodetic Survey in December 1999..
 AI3091
 AI3091.The orthometric height was determined by GPS observations and a
 AI3091.high-resolution geoid model.
 AI3091
 AI3091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3091
 AI3091.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3091
 AI3091.The ellipsoidal height was determined by GPS observations
 AI3091.and is referenced to NAD 83.
 AI3091
 AI3091.The geoid height was determined by GEOID03.
 AI3091
 AI3091;                    North         East     Units Scale Factor Converg.
 AI3091;SPC CO N     -   354,143.716 1,036,281.094   MT  0.99999197   +0 55 09.0
 AI3091;SPC CO N     - 1,161,886.51  3,399,865.56   sFT  0.99999197   +0 55 09.0
 AI3091;UTM  13      - 4,402,519.466   579,013.991   MT  0.99967686   +0 35 24.6
 AI3091
 AI3091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3091!SPC CO N     -   0.99975661  x   0.99999197  =   0.99974858
 AI3091!UTM  13      -   0.99975661  x   0.99967686  =   0.99943354
 AI3091
 AI3091                          SUPERSEDED SURVEY CONTROL
 AI3091
 AI3091  ELLIP H (12/27/99) 1551.85   (m)                       GP(       ) 4 1
 AI3091
 AI3091.Superseded values are not recommended for survey control.
 AI3091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3091.See file dsdata.txt to determine how the superseded data were derived.
 AI3091
 AI3091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE7901402519(NAD 83)
 AI3091_MARKER: DD = SURVEY DISK
 AI3091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3091_STAMPING: BISHOP 1999
 AI3091_MARK LOGO: CO-001
 AI3091_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI3091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3091+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3091
 AI3091  HISTORY     - Date     Condition        Report By
 AI3091  HISTORY     - 1999     MONUMENTED       JRENG
 AI3091
 AI3091                          STATION DESCRIPTION
 AI3091
 AI3091'DESCRIBED BY JR ENGINEERING LTD 1999 (TGB)
 AI3091'DESCRIBED BY JR ENGINEERING 1999 (TGB) .  THE STATION IS LOCATED ABOUT
 AI3091'13.2 MI (21.2 KM) EAST-NORTHEAST OF STRASBURG IN THE ROW OF
 AI3091'RECTOR-LEADER ROAD IN THE NORTHEAST 1/4 OF SECTION 27, T 3 S, R 60 W,
 AI3091'6TH P.M.  OWNERSHIP--ADAMS COUNTY.  TO REACH THE STATION FROM THE
 AI3091'INTERSECTION OF STATE HIGHWAY 36 AND RECTOR-LEADER ROAD, PROCEED NORTH
 AI3091'ON RECTOR-LEADER ROAD FOR 2.0 MI (3.2 KM) TO THE STATION ON THE LEFT.
 AI3091'THE STATION IS A STANDARD ADAMS COUNTY BRASS SURVEY MARK DISK STAMPED
 AI3091'BISHOP 1999 SET IN THE TOP OF A 24 INCH ROUND CONCRETE POST FLUSH WITH
 AI3091'THE GROUND.  IT IS 38.0 FT (11.6 M) WEST OF THE CENTER OF
 AI3091'RECTOR-LEADER ROAD, 36.0 FT (11.0 M) NORTH OF THE CENTER OF A DIRT
 AI3091'ROAD TO THE WEST, 100.5 FT (30.6 M) SOUTHWEST OF A UTILITY POLE, 2.4
 AI3091'FT (0.7 M) SOUTH OF A FIBERGLASS WITNESS POST, 2.4 FT (0.7 M) NORTH OF
 AI3091'A FIBERGLASS WITNESS POST AND AT THE SAME LEVEL AS RECTOR-LEADER ROAD.
 AI3091'DESCRIPTION BY T.G.  BEERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1966 ***********************************************************************
 KK1966  DESIGNATION -  BISON
 KK1966  PID         -  KK1966
 KK1966  STATE/COUNTY-  CO/PARK
 KK1966  USGS QUAD   -  MC CURDY MOUNTAIN (1984)
 KK1966
 KK1966                         *CURRENT SURVEY CONTROL
 KK1966  ___________________________________________________________________
 KK1966* NAD 83(1992)-  39 14 18.06923(N)    105 29 52.12129(W)     ADJUSTED  
 KK1966* NAVD 88     -      3789.4    (meters)   12432.     (feet)  VERTCON   
 KK1966  ___________________________________________________________________
 KK1966  LAPLACE CORR-          -6.34  (seconds)                    DEFLEC99
 KK1966  GEOID HEIGHT-         -13.36  (meters)                     GEOID03
 KK1966
 KK1966  HORZ ORDER  -  FIRST
 KK1966
 KK1966.The horizontal coordinates were established by classical geodetic methods
 KK1966.and adjusted by the National Geodetic Survey in January 1993..
 KK1966
 KK1966.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1966
 KK1966.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1966
 KK1966.The geoid height was determined by GEOID03.
 KK1966
 KK1966;                    North         East     Units Scale Factor Converg.
 KK1966;SPC CO C     -   460,768.496   914,590.764   MT  0.99993877   +0 00 05.0
 KK1966;SPC CO C     - 1,511,704.64  3,000,619.86   sFT  0.99993877   +0 00 05.0
 KK1966;UTM  13      - 4,343,345.422   457,038.522   MT  0.99962272   -0 18 53.6
 KK1966
 KK1966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1966!SPC CO C     -   0.99940792  x   0.99993877  =   0.99934672
 KK1966!UTM  13      -   0.99940792  x   0.99962272  =   0.99903086
 KK1966
 KK1966|---------------------------------------------------------------------|
 KK1966| PID    Reference Object                     Distance      Geod. Az  |
 KK1966|                                                           dddmmss.s |
 KK1966| CP7462 BISON RM 1                            6.471 METERS 11834     |
 KK1966| CP7461 BISON RM                                           13008     |
 KK1966| HK0511 GREENHORN MOUNTAIN CAIRN                           1641110.9 |
 KK1966| JK1302 RITO ALTO CAIRN                                    1911944.1 |
 KK1966| JK1306 HUNTS PEAK                                         2022803.7 |
 KK1966| CP7460 BISON AZ MK RESET                                  2185335.1 |
 KK1966| JL0659 MOUNT SHAVANO                       APPROX.94.1 KM 2231909.8 |
 KK1966| JL0661 MOUNT PRINCETON CAIRN               APPROX.84.3 KM 2300837.0 |
 KK1966| CP7463 BISON RM 2                            8.050 METERS 23026     |
 KK1966| JL0654 BUFFALO PEAK                        APPROX.60.8 KM 2432525.3 |
 KK1966| JL0664 MOUNT HARVARD CAIRN                 APPROX.79.3 KM 2441053.1 |
 KK1966| KL0640 MOUNT MASSIVE CAIRN                 APPROX.84.6 KM 2662855.9 |
 KK1966|---------------------------------------------------------------------|
 KK1966
 KK1966                          SUPERSEDED SURVEY CONTROL
 KK1966
 KK1966  NAD 83(1986)-  39 14 18.06388(N)    105 29 52.12469(W) AD(       ) 1
 KK1966  NAD 27      -  39 14 18.10000(N)    105 29 50.11800(W) AD(       ) 1
 KK1966  NGVD 29 (07/19/86) 3787.8    (m)        12427.     (f) VERT ANG       
 KK1966
 KK1966.Superseded values are not recommended for survey control.
 KK1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1966.See file dsdata.txt to determine how the superseded data were derived.
 KK1966
 KK1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD5703943345(NAD 83)
 KK1966_MARKER: N = NAIL
 KK1966_SETTING: 80 = SET IN A BOULDER
 KK1966_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KK1966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1966
 KK1966  HISTORY     - Date     Condition        Report By
 KK1966  HISTORY     - 1894     MONUMENTED       CGS
 KK1966  HISTORY     - 1944     GOOD             USGS
 KK1966  HISTORY     - 1953     SEE DESCRIPTION  CGS
 KK1966  HISTORY     - 1954     GOOD             USGS
 KK1966
 KK1966                          STATION DESCRIPTION
 KK1966
 KK1966'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (FWP)
 KK1966'ON THE HIGHEST POINT OF ROCKS ON BISON PEAK, THE KING PEAK OF
 KK1966'THE TARRYALL RANGE, WHICH IS BETWEEN TARRYALL CREEK AND GOOSE
 KK1966'CREEK.  THE STATION IS NEAR THE NINTH MERIDIAN WEST, IN TOWNSHIP
 KK1966'9 SOUTH, AND IS MARKED BY A NAIL LEADED IN A DRILL HOLE IN
 KK1966'THE GRANITE ROCK.  A ROUGH MASONRY PIER USED IN MOUNTING
 KK1966'THE INSTRUMENT IS ABOVE THE STATION MARK.  FOUR DRILL HOLES
 KK1966'IN THE ROCK NEAR THE STATION BEAR, RESPECTIVELY, S 0 DEG W,
 KK1966'N 0 DEG E, N 60 DEGE, S 60 DEG W.
 KK1966
 KK1966                          STATION RECOVERY (1944)
 KK1966
 KK1966'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1944
 KK1966'NO TEXT.
 KK1966
 KK1966                          STATION RECOVERY (1953)
 KK1966
 KK1966'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KK1966'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 KK1966'A NEW REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND AZIMUTH
 KK1966'MARK WERE ESTABLISHED.
 KK1966'
 KK1966'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 KK1966'
 KK1966'THE STATION IS LOCATED ABOUT 20.0 MILES NORTH-NORTHWEST OF
 KK1966'LAKE GEORGE AND ABOUT 12.0 MILES SOUTH OF BAILEY ON A HIGH
 KK1966'PILE OF BOULDERS ON THE HIGHEST POINT OF BISON PEAK.  IT IS
 KK1966'A NAIL LEADED IN A DRILL HOLE IN A BOULDER SURROUNDED BY A
 KK1966'MASONRY PIER THAT PROJECTS ABOUT 3 FEET.
 KK1966'
 KK1966'REFERENCE MARK NO. 1 IS ABOUT 10 FEET LOWER IN ELEVATION
 KK1966'THAN THE STATION AND IS STAMPED BISON NO 1 1894.
 KK1966'
 KK1966'REFERENCE MARK NO. 2 IS ABOUT 4 FEET LOWER IN ELEVATION THAN
 KK1966'THE STATION AND IS STAMPED BISON NO 2 1894.
 KK1966'
 KK1966'THE AZIMUTH MARK IS ON THE SOUTHWEST SLOPE OF THE MOUNTAIN NEAR
 KK1966'THE NORTH END OF A BOULDER THAT IS ABOUT 30 FEET LONG AND 5
 KK1966'FEET HIGH.  IT IS STAMPED BISON 1894 RESET 1953.
 KK1966'
 KK1966'THE STATION WAS REACHED BY HORSE PACK FROM THE TARRYALL RIVER
 KK1966'RANCH (14 MILES NORTHWEST OF LAKE GEORGE) BY GOING NORTHEAST
 KK1966'AND NORTH ON THE MC CURDY PARK TRAIL FOR ABOUT 4.0 MILES TO
 KK1966'THE TOP OF A RIDGE AND A LARGE CLEARING KNOWN AS MC CURDY PARK.
 KK1966'FROM THIS POINT A WELL MARKED TRAIL BEARS NORTHWEST AROUND
 KK1966'THE NORTH SIDE OF MC CURDY PEAK AND THE SOUTHWEST SIDE OF
 KK1966'BISON PEAK.  THE SUMMIT OF BISON PEAK WAS APPROACHED FROM THE
 KK1966'WEST SIDE.  THIS IS ABOUT A 5 HOUR HORSE PACK AND THE TOTAL
 KK1966'DISTANCE IS ABOUT 14 MILES.
 KK1966
 KK1966                          STATION RECOVERY (1954)
 KK1966
 KK1966'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 KK1966'STATION MARK--A NAIL, LEADED IN A DRILL HOLE IN A BOULDER, SURROUNDED
 KK1966'BY A MASONRY PIER THAT PROJECTS ABOUT 3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5914 ***********************************************************************
 AI5914  SACS        -  This is a Secondary Airport Control Station.
 AI5914  DESIGNATION -  BJC A
 AI5914  PID         -  AI5914
 AI5914  STATE/COUNTY-  CO/JEFFERSON
 AI5914  USGS QUAD   -  LAFAYETTE (1994)
 AI5914
 AI5914                         *CURRENT SURVEY CONTROL
 AI5914  ___________________________________________________________________
 AI5914* NAD 83(1992)-  39 54 07.68359(N)    105 06 03.26601(W)     ADJUSTED  
 AI5914* NAVD 88     -      1695.13   (meters)    5561.4    (feet)  GPS OBS   
 AI5914  ___________________________________________________________________
 AI5914  X           -  -1,276,800.441 (meters)                     COMP
 AI5914  Y           -  -4,731,734.914 (meters)                     COMP
 AI5914  Z           -   4,070,732.126 (meters)                     COMP
 AI5914  LAPLACE CORR-         -12.21  (seconds)                    DEFLEC99
 AI5914  ELLIP HEIGHT-        1678.39  (meters)          (10/21/02) GPS OBS
 AI5914  GEOID HEIGHT-         -16.74  (meters)                     GEOID03
 AI5914
 AI5914  HORZ ORDER  -  FIRST
 AI5914  ELLP ORDER  -  FIFTH     CLASS I
 AI5914
 AI5914.This mark is at Jeffco Airport (BJC)
 AI5914
 AI5914.The horizontal coordinates were established by GPS observations
 AI5914.and adjusted by the National Geodetic Survey in June 2000..
 AI5914
 AI5914.The orthometric height was determined by GPS observations and a
 AI5914.high-resolution geoid model.
 AI5914
 AI5914.GPS derived orthometric heights for airport stations designated as
 AI5914.PACS or SACS are published to 2 decimal places.  This maintains
 AI5914.centimeter relative accuracy between the PACS and SACS.  It does
 AI5914.not indicate centimeter accuracy relative to other marks which are
 AI5914.part of the NAVD 88 network.
 AI5914
 AI5914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5914
 AI5914.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5914
 AI5914.The ellipsoidal height was determined by GPS observations
 AI5914.and is referenced to NAD 83.
 AI5914
 AI5914.The geoid height was determined by GEOID03.
 AI5914
 AI5914;                    North         East     Units Scale Factor Converg.
 AI5914;SPC CO C     -   534,538.910   948,531.542   MT  1.00003364   +0 15 06.1
 AI5914;SPC CO C     - 1,753,733.07  3,111,973.90   sFT  1.00003364   +0 15 06.1
 AI5914;UTM  13      - 4,416,900.051   491,374.305   MT  0.99960092   -0 03 53.0
 AI5914
 AI5914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5914!SPC CO C     -   0.99973676  x   1.00003364  =   0.99977039
 AI5914!UTM  13      -   0.99973676  x   0.99960092  =   0.99933779
 AI5914
 AI5914                          SUPERSEDED SURVEY CONTROL
 AI5914
 AI5914  ELLIP H (06/30/00) 1678.42   (m)                       GP(       ) 1 1
 AI5914
 AI5914.Superseded values are not recommended for survey control.
 AI5914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5914.See file dsdata.txt to determine how the superseded data were derived.
 AI5914
 AI5914_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE9137416900(NAD 83)
 AI5914_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5914_STAMPING: BJC A 1999
 AI5914_MARK LOGO: NGS   
 AI5914_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5914+STABILITY: SURFACE MOTION
 AI5914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5914+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5914
 AI5914  HISTORY     - Date     Condition        Report By
 AI5914  HISTORY     - 1999     MONUMENTED       NGS
 AI5914
 AI5914                          STATION DESCRIPTION
 AI5914
 AI5914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5914'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) SOUTHEAST OF BOULDER, 6
 AI5914'MI (9.7 KM) WEST-NORTHWEST OF NORTHGLENN, 2 MI (3.2 KM) SOUTHWEST OF
 AI5914'BROOMFIELD AT THE JEFFERSON COUNTY AIRPORT, AT THE NORTHEAST 1/4 OF
 AI5914'SECTION 4, T 2 S, R 69 W.  ACCESS TO THE AIRPORT IS CONTROLLED.
 AI5914'PERMISSION TO USE THIS STATION MUST BE OBTAINED FROM THE AIRPORT
 AI5914'MANAGER.  OWNERSHIP--JEFFERSON COUNTY AIRPORT, MR.  BOB LOHNE, 11755
 AI5914'AIRPORT WAY, BROOMFIELD, CO 80020.  TELEPHONE-303-466-2314
 AI5914'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 36
 AI5914'(BOULDER TURNPIKE) AND STATE HIGHWAY 121 (WADSWORTH BLVD.) GO
 AI5914'SOUTHWEST ON STATE HIGHWAY 121 FOR 0.2 MI (0.3 KM) TO THE INTERSECTION
 AI5914'OF WEST 120TH AVENUE.  TURN RIGHT, WEST, FOR 0.55 MI (0.89 KM) TO THE
 AI5914'ENTRANCE TO THE AIRPORT.  TURN LEFT, SOUTHWEST, FOR 0.3 MI (0.5 KM) ON
 AI5914'AIRPORT WAY ROAD TO A SIDE ROAD RIGHT.  TURN RIGHT, NORTHWEST, FOR
 AI5914'0.05 MI (0.08 KM) THROUGH A LOCKED GATE. CONTACT THE AIRPORT MANAGER
 AI5914'FOR ACCESS TO THE FLIGHT OPERATIONS AREA.  TURN LEFT, SOUTH, ON THE
 AI5914'TERMINAL RAMP FOR 0.25 MI (0.40 KM) THROUGH RAMP 7 AND THE TAXIWAY.
 AI5914'TURN LEFT, EAST, ON THE TAXIWAY 0.75 MI (1.21 KM) TO THE STATION ON
 AI5914'THE RIGHT, JUST EAST OF THE RUNUP AREA AT THE END OF TAXIWAY A
 AI5914'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A CONCRETE POST FLUSH
 AI5914'WITH THE GROUND.  IT IS 61.8 M (202.8 FT) EAST-SOUTHEAST FROM THE
 AI5914'CENTER OF SIGN --A/A1--, 60.3 M (197.8 FT) NORTHEAST FROM THE CENTER
 AI5914'OF SIGN --A1/29R--, 36.9 M (121.1 FT) NORTH-NORTHEAST FROM THE CENTER
 AI5914'OF SERVICE ROAD AT A-1, 30.4 M (99.7 FT) EAST FROM THE NORTHEAST
 AI5914'CORNER OF THE A1 RUNUP AND 28.2 M (92.5 FT) SOUTH-SOUTHWEST FROM A
 AI5914'FENCE LINE AND A WITNESS POST.  THIS STATION IS DESIGNATED AS A
 AI5914'SECONDARY AIRPORT CONTROL STATION FOR THE ANA PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5913 ***********************************************************************
 AI5913  PACS        -  This is a Primary Airport Control Station.
 AI5913  DESIGNATION -  BJC B
 AI5913  PID         -  AI5913
 AI5913  STATE/COUNTY-  CO/JEFFERSON
 AI5913  USGS QUAD   -  LAFAYETTE (1994)
 AI5913
 AI5913                         *CURRENT SURVEY CONTROL
 AI5913  ___________________________________________________________________
 AI5913* NAD 83(1992)-  39 54 31.28352(N)    105 06 48.44873(W)     ADJUSTED  
 AI5913* NAVD 88     -      1710.18   (meters)    5610.8    (feet)  GPS OBS   
 AI5913  ___________________________________________________________________
 AI5913  X           -  -1,277,718.148 (meters)                     COMP
 AI5913  Y           -  -4,731,015.386 (meters)                     COMP
 AI5913  Z           -   4,071,300.328 (meters)                     COMP
 AI5913  LAPLACE CORR-         -12.67  (seconds)                    DEFLEC99
 AI5913  ELLIP HEIGHT-        1693.50  (meters)          (10/21/02) GPS OBS
 AI5913  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 AI5913
 AI5913  HORZ ORDER  -  B
 AI5913  ELLP ORDER  -  FIFTH     CLASS I
 AI5913
 AI5913.This mark is at Jeffco Airport (BJC)
 AI5913
 AI5913.The horizontal coordinates were established by GPS observations
 AI5913.and adjusted by the National Geodetic Survey in June 2000..
 AI5913
 AI5913.The orthometric height was determined by GPS observations and a
 AI5913.high-resolution geoid model.
 AI5913
 AI5913.GPS derived orthometric heights for airport stations designated as
 AI5913.PACS or SACS are published to 2 decimal places.  This maintains
 AI5913.centimeter relative accuracy between the PACS and SACS.  It does
 AI5913.not indicate centimeter accuracy relative to other marks which are
 AI5913.part of the NAVD 88 network.
 AI5913
 AI5913.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5913
 AI5913.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5913
 AI5913.The ellipsoidal height was determined by GPS observations
 AI5913.and is referenced to NAD 83.
 AI5913
 AI5913.The geoid height was determined by GEOID03.
 AI5913
 AI5913;                    North         East     Units Scale Factor Converg.
 AI5913;SPC CO C     -   535,262.167   947,455.132   MT  1.00003525   +0 14 37.6
 AI5913;SPC CO C     - 1,756,105.96  3,108,442.38   sFT  1.00003525   +0 14 37.6
 AI5913;UTM  13      - 4,417,628.927   490,302.372   MT  0.99960116   -0 04 22.0
 AI5913
 AI5913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5913!SPC CO C     -   0.99973439  x   1.00003525  =   0.99976964
 AI5913!UTM  13      -   0.99973439  x   0.99960116  =   0.99933566
 AI5913
 AI5913                          SUPERSEDED SURVEY CONTROL
 AI5913
 AI5913  ELLIP H (06/30/00) 1693.52   (m)                       GP(       ) 1 1
 AI5913
 AI5913.Superseded values are not recommended for survey control.
 AI5913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5913.See file dsdata.txt to determine how the superseded data were derived.
 AI5913
 AI5913_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE9030217629(NAD 83)
 AI5913_MARKER: I = METAL ROD
 AI5913_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI5913_STAMPING: BJC B 1999
 AI5913_MARK LOGO: NGS   
 AI5913_PROJECTION: FLUSH
 AI5913_MAGNETIC: I = MARKER IS A STEEL ROD
 AI5913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5913+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5913_ROD/PIPE-DEPTH: 6.1  meters
 AI5913_SLEEVE-DEPTH  : 0.9 meters
 AI5913
 AI5913  HISTORY     - Date     Condition        Report By
 AI5913  HISTORY     - 1999     MONUMENTED       NGS
 AI5913
 AI5913                          STATION DESCRIPTION
 AI5913
 AI5913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5913'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) SOUTHEAST OF BOULDER, 6
 AI5913'MI (9.7 KM) WEST-NORTHWEST OF NORTHGLENN, 2 MI (3.2 KM) SOUTHWEST OF
 AI5913'BROOMFIELD AT THE JEFFERSON COUNTY AIRPORT, AT THE NORTHEAST 1/4 OF
 AI5913'SECTION 4, T 2 S, R 69 W.  ACCESS TO THE AIRPORT IS CONTROLLED.
 AI5913'PERMISSION TO USE THIS STATION MUST BE OBTAINED FROM THE AIRPORT
 AI5913'MANAGER.  OWNERSHIP--JEFFERSON COUNTY AIRPORT, MR.  BOB LOHNE, 11755
 AI5913'AIRPORT WAY, BROOMFIELD, CO 80020.  TELEPHONE-303-466-2314
 AI5913'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 36
 AI5913'(BOULDER TURNPIKE) AND STATE HIGHWAY 121 (WADSWORTH BLVD.) GO
 AI5913'SOUTHWEST ON STATE HIGHWAY 121 FOR 0.2 MI (0.3 KM) TO THE INTERSECTION
 AI5913'OF WEST 120TH AVENUE.  TURN RIGHT, WEST, FOR 0.55 MI (0.89 KM) TO THE
 AI5913'ENTRANCE TO THE AIRPORT.  TURN LEFT, SOUTHWEST, FOR 0.3 MI (0.5 KM) ON
 AI5913'AIRPORT WAY ROAD TO A SIDE ROAD RIGHT.  TURN RIGHT, NORTHWEST, FOR
 AI5913'0.05 MI (0.08 KM) THROUGH A LOCKED GATE. CONTACT THE AIRPORT MANAGER
 AI5913'FOR ACCESS TO THE FLIGHT OPERATIONS AREA.  TURN LEFT, SOUTH, ON THE
 AI5913'TERMINAL RAMP FOR 0.2 MI (0.3 KM) TO A GRASSY AREA BETWEEN RAMPS A-7,
 AI5913'A-9 AND THE TAXIWAY A AND THE STATION
 AI5913'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 6.1 M (20.0 FT) LONG
 AI5913'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 5-INCH PVC PIPE
 AI5913'WITH LOGO LID, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.
 AI5913'IT IS 74.7 M (245.1 FT) EAST-SOUTHEAST FROM THE EAST EDGE OF PAVEMENT
 AI5913'FOR RAMP A-9, 46.2 M (151.6 FT) WEST-NORTHWEST FROM THE WEST EDGE OF
 AI5913'PAVEMENT FOR RAMP A-7, 31.1 M (102.0 FT) NORTH-NORTHEAST FROM THE
 AI5913'NORTH EDGE OF PAVEMENT FOR TAXIWAY A, 20.3 M (66.6 FT) NORTH FROM THE
 AI5913'TOP CENTER OF A CONCRETE CULVERT AND 14.1 M (46.3 FT) SOUTH-SOUTHWEST
 AI5913'FROM THE SOUTH EDGE OF THE PAVEMENT FOR TAXIWAY A. THIS STATION IS
 AI5913'DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION FOR THE ANA PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5915 ***********************************************************************
 AI5915  SACS        -  This is a Secondary Airport Control Station.
 AI5915  DESIGNATION -  BJC C
 AI5915  PID         -  AI5915
 AI5915  STATE/COUNTY-  CO/JEFFERSON
 AI5915  USGS QUAD   -  LAFAYETTE (1994)
 AI5915
 AI5915                         *CURRENT SURVEY CONTROL
 AI5915  ___________________________________________________________________
 AI5915* NAD 83(1992)-  39 54 51.63418(N)    105 07 26.28613(W)     ADJUSTED  
 AI5915* NAVD 88     -      1721.69   (meters)    5648.6    (feet)  GPS OBS   
 AI5915  ___________________________________________________________________
 AI5915  X           -  -1,278,483.202 (meters)                     COMP
 AI5915  Y           -  -4,730,400.613 (meters)                     COMP
 AI5915  Z           -   4,071,789.315 (meters)                     COMP
 AI5915  LAPLACE CORR-         -13.09  (seconds)                    DEFLEC99
 AI5915  ELLIP HEIGHT-        1705.06  (meters)          (10/21/02) GPS OBS
 AI5915  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 AI5915
 AI5915  HORZ ORDER  -  FIRST
 AI5915  ELLP ORDER  -  FIFTH     CLASS I
 AI5915
 AI5915.This mark is at Jeffco Airport (BJC)
 AI5915
 AI5915.The horizontal coordinates were established by GPS observations
 AI5915.and adjusted by the National Geodetic Survey in June 2000..
 AI5915
 AI5915.The orthometric height was determined by GPS observations and a
 AI5915.high-resolution geoid model.
 AI5915
 AI5915.GPS derived orthometric heights for airport stations designated as
 AI5915.PACS or SACS are published to 2 decimal places.  This maintains
 AI5915.centimeter relative accuracy between the PACS and SACS.  It does
 AI5915.not indicate centimeter accuracy relative to other marks which are
 AI5915.part of the NAVD 88 network.
 AI5915
 AI5915.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5915
 AI5915.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5915
 AI5915.The ellipsoidal height was determined by GPS observations
 AI5915.and is referenced to NAD 83.
 AI5915
 AI5915.The geoid height was determined by GEOID03.
 AI5915
 AI5915;                    North         East     Units Scale Factor Converg.
 AI5915;SPC CO C     -   535,886.077   946,553.794   MT  1.00003665   +0 14 13.8
 AI5915;SPC CO C     - 1,758,152.90  3,105,485.24   sFT  1.00003665   +0 14 13.8
 AI5915;UTM  13      - 4,418,257.535   489,404.885   MT  0.99960138   -0 04 46.4
 AI5915
 AI5915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5915!SPC CO C     -   0.99973258  x   1.00003665  =   0.99976922
 AI5915!UTM  13      -   0.99973258  x   0.99960138  =   0.99933407
 AI5915
 AI5915                          SUPERSEDED SURVEY CONTROL
 AI5915
 AI5915  ELLIP H (06/30/00) 1705.09   (m)                       GP(       ) 1 1
 AI5915
 AI5915.Superseded values are not recommended for survey control.
 AI5915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5915.See file dsdata.txt to determine how the superseded data were derived.
 AI5915
 AI5915_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE8940518258(NAD 83)
 AI5915_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5915_STAMPING: BJC C 1999
 AI5915_MARK LOGO: NGS   
 AI5915_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5915+STABILITY: SURFACE MOTION
 AI5915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5915+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5915
 AI5915  HISTORY     - Date     Condition        Report By
 AI5915  HISTORY     - 1999     MONUMENTED       NGS
 AI5915
 AI5915                          STATION DESCRIPTION
 AI5915
 AI5915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5915'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) SOUTHEAST OF BOULDER, 6
 AI5915'MI (9.7 KM) WEST-NORTHWEST OF NORTHGLENN, 2 MI (3.2 KM) SOUTHWEST OF
 AI5915'BROOMFIELD AT THE JEFFERSON COUNTY AIRPORT, AT THE NORTHEAST 1/4 OF
 AI5915'SECTION 4, T 2 S, R 69 W.  ACCESS TO THE AIRPORT IS CONTROLLED.
 AI5915'PERMISSION TO USE THIS STATION MUST BE OBTAINED FROM THE AIRPORT
 AI5915'MANAGER.  OWNERSHIP--JEFFERSON COUNTY AIRPORT, MR.  BOB LOHNE, 11755
 AI5915'AIRPORT WAY, BROOMFIELD, CO 80020.  TELEPHONE-303-466-2314
 AI5915'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 36
 AI5915'(BOULDER TURNPIKE) AND STATE HIGHWAY 121 (WADSWORTH BLVD.) GO
 AI5915'SOUTHWEST ON STATE HIGHWAY 121 FOR 0.2 MI (0.3 KM) TO THE INTERSECTION
 AI5915'OF WEST 120TH AVENUE.  TURN RIGHT, WEST, FOR 0.55 MI (0.89 KM) TO THE
 AI5915'ENTRANCE TO THE AIRPORT.  TURN LEFT, SOUTHWEST, FOR 0.3 MI (0.5 KM) ON
 AI5915'AIRPORT WAY ROAD TO A SIDE ROAD RIGHT.  TURN RIGHT, NORTHWEST, FOR
 AI5915'0.05 MI (0.08 KM) THROUGH A LOCKED GATE. CONTACT THE AIRPORT MANAGER
 AI5915'FOR ACCESS TO THE FLIGHT OPERATIONS AREA.  TURN LEFT, SOUTH, ON THE
 AI5915'TERMINAL RAMP FOR 0.25 MI (0.40 KM) THROUGH RAMP A-7 AND TAXIWAY A.
 AI5915'TURN RIGHT, WEST, ON TAXIWAY A FOR 0.75 MI (1.21 KM) JUST PAST RUNUP
 AI5915'AREA A-16 AND THE STATION ON THE RIGHT
 AI5915'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A CONCRETE POST FLUSH
 AI5915'WITH THE GROUND.  IT IS 55.7 M (182.7 FT) NORTHWEST FROM THE NORTHWEST
 AI5915'CORNER OF A16 RUNUP AREA, 49.5 M (162.4 FT) SOUTH FROM A NORTHERN
 AI5915'FENCE LINE, 43.2 M (141.7 FT) NORTH FROM THE NORTH EDGE OF PAVEMENT OF
 AI5915'TAXIWAY A, 42.7 M (140.1 FT) NORTH-NORTHWEST FROM THE CENTER OF A
 AI5915'2-FOOT CONCRETE PIPE CULVERT, 38.7 M (127.0 FT) NORTH FROM THE TOP
 AI5915'CENTER OF A --NOISE ANNOYS-- SIGN AND 11.9 M (39.0 FT) WEST FROM THE
 AI5915'CENTER OF A DRAINAGE DITCH.  THIS STATION IS DESIGNATED AS A SECONDARY
 AI5915'AIRPORT CONTROL STATION FOR THE ANA PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0550 ***********************************************************************
 LK0550  DESIGNATION -  BLACH
 LK0550  PID         -  LK0550
 LK0550  STATE/COUNTY-  CO/YUMA
 LK0550  USGS QUAD   -  CLARKVILLE SW (1972)
 LK0550
 LK0550                         *CURRENT SURVEY CONTROL
 LK0550  ___________________________________________________________________
 LK0550* NAD 83(1992)-  40 17 19.46502(N)    102 40 52.05581(W)     ADJUSTED  
 LK0550* NAVD 88     -      1232.8    (meters)    4045.     (feet)  VERTCON   
 LK0550  ___________________________________________________________________
 LK0550  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 LK0550  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 LK0550
 LK0550  HORZ ORDER  -  FIRST
 LK0550
 LK0550.The horizontal coordinates were established by classical geodetic methods
 LK0550.and adjusted by the National Geodetic Survey in January 1993..
 LK0550
 LK0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0550
 LK0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0550
 LK0550.The geoid height was determined by GEOID03.
 LK0550
 LK0550;                    North         East     Units Scale Factor Converg.
 LK0550;SPC CO N     -   414,689.522 1,154,048.697   MT  0.99995707   +1 49 16.9
 LK0550;SPC CO N     - 1,360,527.21  3,786,241.43   sFT  0.99995707   +1 49 16.9
 LK0550;UTM  13      - 4,462,385.411   697,111.027   MT  1.00007829   +1 29 59.8
 LK0550
 LK0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0550!SPC CO N     -   0.99980993  x   0.99995707  =   0.99976701
 LK0550!UTM  13      -   0.99980993  x   1.00007829  =   0.99988821
 LK0550
 LK0550|---------------------------------------------------------------------|
 LK0550| PID    Reference Object                     Distance      Geod. Az  |
 LK0550|                                                           dddmmss.s |
 LK0550| CP7464 BLACH RM 1                           21.133 METERS 09515     |
 LK0550| CP7465 BLACH RM 2                           32.087 METERS 20503     |
 LK0550| CP7466 BLACH AZ MK                                        3224158.5 |
 LK0550| LK0572 GOULD                               APPROX.16.1 KM 3250709.4 |
 LK0550|---------------------------------------------------------------------|
 LK0550
 LK0550                          SUPERSEDED SURVEY CONTROL
 LK0550
 LK0550  NAD 83(1986)-  40 17 19.46207(N)    102 40 52.05408(W) AD(       ) 1
 LK0550  NAD 27      -  40 17 19.52881(N)    102 40 50.31319(W) AD(       ) 1
 LK0550  NGVD 29 (07/19/86) 1232.3    (m)         4043.     (f) VERT ANG       
 LK0550
 LK0550.Superseded values are not recommended for survey control.
 LK0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0550.See file dsdata.txt to determine how the superseded data were derived.
 LK0550
 LK0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE9711162385(NAD 83)
 LK0550_MARKER: DS = TRIANGULATION STATION DISK
 LK0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0550_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LK0550
 LK0550  HISTORY     - Date     Condition        Report By
 LK0550  HISTORY     - 1969     MONUMENTED       CGS
 LK0550  HISTORY     - 1971     GOOD             NGS
 LK0550
 LK0550                          STATION DESCRIPTION
 LK0550
 LK0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 LK0550'THE STATION IS LOCATED IN THE NORTHEAST 1/4 OF SECTION 25, T. 4
 LK0550'N., R. 48 W. AND ON PROPERTY OWNED BY MR. HERMAN BLACH.  IT IS
 LK0550'18 MILES NORTHEAST OF OTIS, 16 MILES NORTHWEST OF ECKLEY AND 12
 LK0550'MILES NORTH AND 2 MILES EAST OF YUMA.
 LK0550'
 LK0550'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34 AND
 LK0550'STATE HIGHWAY 59, IN THE EAST EDGE OF YUMA, GO NORTH ON STATE
 LK0550'HIGHWAY 59 FOR 12.1 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST
 LK0550'ON A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD.  CONTINUE EAST ON
 LK0550'THE GRAVELED ROAD FOR 0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 LK0550'SOUTH, SIDE OF THE ROAD.  CONTINUE EAST ON THE GRAVELED ROAD FOR
 LK0550'0.2 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON A GRAVELED
 LK0550'ROAD FOR 0.3 MILE TO A WIRE GATE ON THE RIGHT, WEST, SIDE OF
 LK0550'THE ROAD.  TURN RIGHT, PASS THROUGH THE GATE AND GO NORTHWEST
 LK0550'FOR ABOUT 200 FEET TO THE STATION JUST SOUTH OF A CONCRETE
 LK0550'FOUNDATION.
 LK0550'
 LK0550'THE STATION MARK IS A STANDARD DISK STAMPED BLACH 1968, SET IN
 LK0550'THE TOP OF AN 11-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 LK0550'WITH THE GROUND SURFACE.  IT IS 69.7 FEET WEST OF A METAL WITNESS
 LK0550'POST SET IN A NORTH-SOUTH FENCE, 41.0 FEET NORTH OF A WATER WELL
 LK0550'PIPE WHICH IS IN THE CENTER OF A WOODEN WINDMILL TOWER AND 12.0
 LK0550'FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE FOUNDATION.
 LK0550'
 LK0550'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BLACH NO 1 1968, SET
 LK0550'IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING
 LK0550'1 INCH ABOVE THE GROUND SURFACE.  IT IS 29.5 FEET WEST OF THE
 LK0550'CENTER OF A NORTH-SOUTH GRAVELED ROAD, 1.8 FEET SOUTH-SOUTHWEST
 LK0550'OF THE METAL WITNESS POST SET IN THE FENCE AND 1.0 FEET WEST OF
 LK0550'THE NORTH-SOUTH WIRE FENCE.
 LK0550'
 LK0550'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BLACH NO 2 1968, SET
 LK0550'IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING
 LK0550'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 68.8 FEET SOUTHWEST OF
 LK0550'THE WELL PIPE UNDER THE WINDMILL, 41.6 FEET WEST-SOUTHWEST OF THE
 LK0550'SOUTHWEST CORNER OF THE CONCRETE CISTERN AND 1.8 FEET NORTH OF
 LK0550'THE NORTHEAST CORNER OF AN OLD WOODEN BARN.
 LK0550'
 LK0550'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BLACH 1968, SET IN
 LK0550'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 4
 LK0550'INCHES.  IT IS 29.0 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 LK0550'GRAVELED ROAD, 2.0 FEET WEST OF A METAL WITNESS POST AND 1.8
 LK0550'FEET SOUTHEAST OF A POWER LINE POLE.
 LK0550'
 LK0550'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS.
 LK0550
 LK0550                          STATION RECOVERY (1971)
 LK0550
 LK0550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RVS)
 LK0550'DISTANCE NOT MEASURED BETWEEN REFERENCE MARKS DUE TO INTERVENING
 LK0550'BUILDING.
 LK0550'
 LK0550'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 LK0550'USC AND GS NORTHEASTERN COLORADO UNADJUSTED FIELD DESCRIPTIONS.
 LK0550'
 LK0550'THE STATION AND REFERENCE MARKS ARE STANDARD USC AND GS BRONZE
 LK0550'DISKS, SET IN CONCRETE POSTS.
 LK0550'
 LK0550'STATION MARK--DISK IS FLUSH WITH THE GROUND, AND STAMPED BLACH
 LK0550'1968.
 LK0550'
 LK0550'REFERENCE MARK NO. 1--DISK IS FLUSH WITH THE GROUND, AND STAMPED
 LK0550'BLACH NO. 1 1968.
 LK0550'
 LK0550'REFERENCE MARK NO. 2--DISK PROJECTING 0.2 FEET ABOVE GROUND, AND
 LK0550'STAMPED BLACH NO. 2 1968.
 LK0550'
 LK0550'STATION GOULD USC AND GS 1968 IS VISIBLE FROM THE GROUND AT THIS
 LK0550'STATION, AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS
 LK0550'WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0578 ***********************************************************************
 HL0578  DESIGNATION -  BLACK
 HL0578  PID         -  HL0578
 HL0578  STATE/COUNTY-  CO/HINSDALE
 HL0578  USGS QUAD   -  HERMIT LAKES (1986)
 HL0578
 HL0578                         *CURRENT SURVEY CONTROL
 HL0578  ___________________________________________________________________
 HL0578* NAD 83(1992)-  37 50 12.33513(N)    107 13 32.83112(W)     ADJUSTED  
 HL0578* NAVD 88     -      3616.4    (meters)   11865.     (feet)  VERTCON   
 HL0578  ___________________________________________________________________
 HL0578  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 HL0578  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 HL0578
 HL0578  HORZ ORDER  -  SECOND
 HL0578
 HL0578.The horizontal coordinates were established by classical geodetic methods
 HL0578.and adjusted by the National Geodetic Survey in January 1993..
 HL0578
 HL0578.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0578
 HL0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0578
 HL0578.The geoid height was determined by GEOID03.
 HL0578
 HL0578;                    North         East     Units Scale Factor Converg.
 HL0578;SPC CO S     -   436,065.353   762,503.312   MT  0.99994540   -1 03 30.8
 HL0578;SPC CO S     - 1,430,657.75  2,501,646.28   sFT  0.99994540   -1 03 30.8
 HL0578;UTM  13      - 4,190,037.747   304,137.208   MT  1.00007252   -1 21 56.7
 HL0578
 HL0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0578!SPC CO S     -   0.99943524  x   0.99994540  =   0.99938067
 HL0578!UTM  13      -   0.99943524  x   1.00007252  =   0.99950772
 HL0578
 HL0578:                Primary Azimuth Mark                     Grid Az
 HL0578:SPC CO S     -  PARK                                     174 59 16.3
 HL0578:UTM  13      -  PARK                                     175 17 42.2
 HL0578
 HL0578|---------------------------------------------------------------------|
 HL0578| PID    Reference Object                     Distance      Geod. Az  |
 HL0578|                                                           dddmmss.s |
 HL0578| HL0580 PARK                                APPROX. 9.7 KM 1735545.5 |
 HL0578|---------------------------------------------------------------------|
 HL0578
 HL0578                          SUPERSEDED SURVEY CONTROL
 HL0578
 HL0578  NAD 83(1986)-  37 50 12.33136(N)    107 13 32.83409(W) AD(       ) 2
 HL0578  NAD 27      -  37 50 12.33710(N)    107 13 30.64180(W) AD(       ) 2
 HL0578  NGVD 29 (07/19/86) 3614.6    (m)        11859.     (f) VERT ANG       
 HL0578
 HL0578.Superseded values are not recommended for survey control.
 HL0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0578.See file dsdata.txt to determine how the superseded data were derived.
 HL0578
 HL0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB0413790038(NAD 83)
 HL0578_MARKER: DD = SURVEY DISK
 HL0578_SETTING: 80 = SET IN A BOULDER
 HL0578_SP_SET: SET IN DRILL HOLE IN A BOULDER
 HL0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0578+STABILITY: SURFACE MOTION
 HL0578
 HL0578  HISTORY     - Date     Condition        Report By
 HL0578  HISTORY     - 1958     MONUMENTED       USGS
 HL0578
 HL0578                          STATION DESCRIPTION
 HL0578
 HL0578'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 HL0578'REACHED FROM THE POST OFFICE IN CREEDE, BY GOING SOUTH AND
 HL0578'SOUTHWEST, THEN WEST AND NORTHWEST TOWARDS LAKE CITY ON STATE
 HL0578'HIGHWAY 149 FOR 19.6 MILES TO A FORK AT A SIGN, BRISTOL VIEW
 HL0578'RANGER STATION BEAR RIGHT AND CONTINUE NORTHWEST ON THE
 HL0578'HIGHWAY FOR 3.7 MILES TO A T-JUNCTION AT A SIGN ON THE RIGHT
 HL0578'LAKE CITY 31, BEAR LEFT, LEAVING THE HIGHWAY AND GO WEST ON
 HL0578'A GRAVELED ROAD FOR 4.0 MILES TO A FORK AT A SIGN PEARLS LAKE
 HL0578'5, BEAR RIGHT AND GO WEST AND NORTHWEST FOR 0.6 MILE TO A
 HL0578'CULVERT CROSSING, CONTINUE NORTHWESTERLY FOR 2.3 MILES TO
 HL0578'A FORK AT THE TOP OF A HILL, TURN SHARP RIGHT (UPHILL) AND
 HL0578'FOLLOW AN OLD LOGGING ROAD NORTHEASTERLY AND EAST FOR 3.45
 HL0578'MILE TO A TRIANGULAR BLAZED TREE ON THE RIGHT.  AT THIS
 HL0578'POINT BEAR RIGHT, LEAVING THE LOGGING ROAD AND CONTINUE
 HL0578'EASTERLY THROUGH THE TIMBER FOR 0.6 MILE TO THE HIGHEST
 HL0578'POINT AND THE STATION.
 HL0578'
 HL0578'A STANDARD UNITED STATES GEOLOGICAL SURVEY
 HL0578'TRIANGULATION STATION DISK CEMENTED IN A DRILL HOLE IN A
 HL0578'6 IN X 24 IN SQUARE BOULDER PROJECTING 3 INCHES, DISK IS
 HL0578'STAMPED BLACK 1956.  IT IS 106 FEET WEST OF THE CAIRN.  A
 HL0578'SECOND ORDER TRAVERSE WAS MADE TO THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0579 ***********************************************************************
 HL0579  DESIGNATION -  BLACK
 HL0579  PID         -  HL0579
 HL0579  STATE/COUNTY-  CO/HINSDALE
 HL0579  USGS QUAD   -  HERMIT LAKES (1986)
 HL0579
 HL0579                         *CURRENT SURVEY CONTROL
 HL0579  ___________________________________________________________________
 HL0579* NAD 83(1992)-  37 50 12.43281(N)    107 13 32.33551(W)     ADJUSTED  
 HL0579* NAVD 88     -      3617.1    (meters)   11867.     (feet)  VERTCON   
 HL0579  ___________________________________________________________________
 HL0579  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 HL0579  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 HL0579
 HL0579  HORZ ORDER  -  FIRST
 HL0579
 HL0579.The horizontal coordinates were established by classical geodetic methods
 HL0579.and adjusted by the National Geodetic Survey in January 1993..
 HL0579
 HL0579.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0579
 HL0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0579
 HL0579.The geoid height was determined by GEOID03.
 HL0579
 HL0579;                    North         East     Units Scale Factor Converg.
 HL0579;SPC CO S     -   436,068.140   762,515.483   MT  0.99994540   -1 03 30.5
 HL0579;SPC CO S     - 1,430,666.89  2,501,686.21   sFT  0.99994540   -1 03 30.5
 HL0579;UTM  13      - 4,190,040.469   304,149.396   MT  1.00007246   -1 21 56.4
 HL0579
 HL0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0579!SPC CO S     -   0.99943513  x   0.99994540  =   0.99938056
 HL0579!UTM  13      -   0.99943513  x   1.00007246  =   0.99950755
 HL0579
 HL0579:                Primary Azimuth Mark                     Grid Az
 HL0579:SPC CO S     -  BRISTOL HEAD                             108 50 56.1
 HL0579:UTM  13      -  BRISTOL HEAD                             109 09 22.0
 HL0579
 HL0579|---------------------------------------------------------------------|
 HL0579| PID    Reference Object                     Distance      Geod. Az  |
 HL0579|                                                           dddmmss.s |
 HL0579| HL0576 BRISTOL HEAD                        APPROX.15.8 KM 1074725.6 |
 HL0579| CM6066 BLACK RM 1                           14.405 METERS 11834     |
 HL0579| HL0578 BLACK                                12.487 METERS 25603     |
 HL0579|---------------------------------------------------------------------|
 HL0579
 HL0579                          SUPERSEDED SURVEY CONTROL
 HL0579
 HL0579  NAD 83(1986)-  37 50 12.42904(N)    107 13 32.33849(W) AD(       ) 1
 HL0579  NAD 27      -  37 50 12.43480(N)    107 13 30.14610(W) AD(       ) 1
 HL0579  NGVD 29 (07/19/86) 3615.3    (m)        11861.     (f) VERT ANG       
 HL0579
 HL0579.Superseded values are not recommended for survey control.
 HL0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0579.See file dsdata.txt to determine how the superseded data were derived.
 HL0579
 HL0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB0414990040(NAD 83)
 HL0579_MARKER: DS = TRIANGULATION STATION DISK
 HL0579_SETTING: 80 = SET IN A BOULDER
 HL0579_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HL0579
 HL0579  HISTORY     - Date     Condition        Report By
 HL0579  HISTORY     - 1958     MONUMENTED       CGS
 HL0579  HISTORY     - 1958     GOOD             CGS
 HL0579  HISTORY     - 1964     GOOD             USGS
 HL0579
 HL0579                          STATION DESCRIPTION
 HL0579
 HL0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 HL0579'ABOUT 17 MILES WEST OF CREEDE, ON THE HIGHEST POINT OF BLACK
 HL0579'MOUNTAIN, (ELEVATION 11,870 FEET) 5 MILES WEST OF THE
 HL0579'HINSDALE-MINERAL COUNTY LINE, 3-1/2 MILES NORTHWEST OF THE BRISTOL
 HL0579'VIEW RANGER STATION, 1-1/2 MILES SOUTHEAST OF THE SOUTHWEST
 HL0579'END OF THE CONTINENTAL RESERVOIR AND 2 MILES NORTH OF
 HL0579'HERMIT LAKES.
 HL0579'
 HL0579'REACHED FROM THE POST OFFICE IN CREEDE, BY GOING SOUTH AND
 HL0579'SOUTHWEST, THEN WEST AND NORTHWEST TOWARDS LAKE CITY ON STATE
 HL0579'HIGHWAY 149 FOR 19.6 MILES TO A FORK AT A SIGN, BRISTOL VIEW
 HL0579'RANGER STATION BEAR RIGHT AND CONTINUE NORTHWEST ON THE
 HL0579'HIGHWAY FOR 3.7 MILES TO A T-JUNCTION AT A SIGN ON THE RIGHT
 HL0579'LAKE CITY 31, BEAR LEFT, LEAVING THE HIGHWAY AND GO WEST ON
 HL0579'A GRAVELED ROAD FOR 4.0 MILES TO A FORK AT A SIGN PEARLS LAKE
 HL0579'5, BEAR RIGHT AND GO WEST AND NORTHWEST FOR 0.6 MILE TO A
 HL0579'CULVERT CROSSING, CONTINUE NORTHWESTERLY FOR 2.3 MILES TO
 HL0579'A FORK AT THE TOP OF A HILL, TURN SHARP RIGHT (UPHILL) AND
 HL0579'FOLLOW AN OLD LOGGING ROAD NORTHEASTERLY AND EAST FOR 3.45
 HL0579'MILE TO A TRIANGULAR BLAZED TREE ON THE RIGHT.  AT THIS
 HL0579'POINT BEAR RIGHT, LEAVING THE LOGGING ROAD AND CONTINUE
 HL0579'EASTERLY THROUGH THE TIMBER FOR 0.6 MILE TO THE HIGHEST
 HL0579'POINT AND THE STATION.
 HL0579'
 HL0579'STATION MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN
 HL0579'AN 8 IN X 12 IN SQUARE BOULDER PROJECTING 5 INCHES, DISK IS
 HL0579'STAMPED BLACK 1958.  IT IS ABOUT 150 YARDS SOUTH OF THE TREE
 HL0579'LINE, 76 FEET WEST OF A CAIRN AND 62 FEET WEST OF A ROCK
 HL0579'SHELTER.
 HL0579'
 HL0579'REFERENCE MARK 1 IS A STANDARD DISK CEMENTED IN A DRILL HOLE
 HL0579'IN A 8 IN X 10 IN SQUARE BOULDER PROJECTING 5 INCHES, DISK
 HL0579'IS STAMPED BLACK NO 1 1958.  IT IS 34 FEET SOUTHWEST OF THE
 HL0579'CAIRN.
 HL0579'
 HL0579'BLACK (USGS) IS A STANDARD UNITED STATES GEOLOGICAL SURVEY
 HL0579'TRIANGULATION STATION DISK CEMENTED IN A DRILL HOLE IN A
 HL0579'6 IN X 24 IN SQUARE BOULDER PROJECTING 3 INCHES, DISK IS
 HL0579'STAMPED BLACK 1956.  IT IS 106 FEET WEST OF THE CAIRN.  A
 HL0579'SECOND ORDER TRAVERSE WAS MADE TO THIS MARK.
 HL0579'
 HL0579'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 HL0579
 HL0579                          STATION RECOVERY (1958)
 HL0579
 HL0579'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 HL0579'ABOUT 17 MILES WEST OF CREEDE, ON THE HIGHEST POINT OF BLACK
 HL0579'MOUNTAIN, (ELEVATION 11,870 FEET) 5 MILES WEST OF THE
 HL0579'HINSDALE-MINERAL COUNTY LINE, 3-1/2 MILES NORTHWEST OF THE BRISTOL
 HL0579'VIEW RANGER STATION, 1-1/2 MILES SOUTHEAST OF THE SOUTHWEST
 HL0579'END OF THE CONTINENTAL RESERVOIR AND 2 MILES NORTH OF
 HL0579'HERMIT LAKES.
 HL0579'
 HL0579'THE MARK IS A STANDARD UNITED STATES GEOLOGICAL SURVEY
 HL0579'TRIANGULATION STATION DISK, CEMENTED IN A DRILL HOLE IN A
 HL0579'6 IN X 24 IN SQUARE BOULDER THAT PROJECTS 3 INCHES.  THE DISK
 HL0579'IS STAMPED BLACK 1956.
 HL0579'
 HL0579'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION BLACK, DISTANCE
 HL0579'BEING 12.488 METERS (40.97 FEET) WEST-SOUTHWEST OF THE STATION.
 HL0579
 HL0579                          STATION RECOVERY (1964)
 HL0579
 HL0579'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (JCH)
 HL0579'STATION LOCATED APPROX. 14 -AIR- MI. W. OF CREEDE, COLORADO, 12 -AIR-
 HL0579'MI. SE. OF LAKE CITY, IN HINSDALE COUNTY ON BLACK MOUNTAIN.
 HL0579'
 HL0579'TO REACH THE STATION FROM CREEDE P.O., GO SW. ON STATE HWY. 149, WHICH
 HL0579'LEADS TO LAKE CITY, 24.4 MI. TO RD. FORKS AND RD. SIGN DESIGNATING
 HL0579'DIRECTION TO HERMIT LAKES, TAKE LEFT FORK TOWARD HERMIT LAKES 5.1 MI.
 HL0579'TO RD. FORK, TAKE RIGHT FORK AND GO 3.4 MI. TO TOP OF DIVIDE AND
 HL0579'DIM TRACK RD. TO RIGHT, FOLLOW DIM TRACK RD. 3.2 MI. LEAVE RD. AND
 HL0579'FOLLOW ALONG RIDGE THROUGH TREES 0.4 MI. TO END OF TRUCK TRAVEL.
 HL0579'PACK SE. UP HILL TO ROCKY TOP.  STATION IS LOCATED APPROX. 25 FT. W.
 HL0579'AND 1 FT. LOWER THAN TOP.  REQUIRES APPROX. 15 MIN. PACK TIME.
 HL0579'
 HL0579'STATION MARK - STANDARD TABLET STAMPED ---BLACK 1956--- AND SET IN
 HL0579'SOLID ROCK.
 HL0579'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0733 ***********************************************************************
 KL0733  DESIGNATION -  BLACK
 KL0733  PID         -  KL0733
 KL0733  STATE/COUNTY-  CO/GARFIELD
 KL0733  USGS QUAD   -  HORSE MOUNTAIN (1987)
 KL0733
 KL0733                         *CURRENT SURVEY CONTROL
 KL0733  ___________________________________________________________________
 KL0733* NAD 83(1992)-  39 37 56.98765(N)    107 52 23.22409(W)     ADJUSTED  
 KL0733* NAVD 88     -      2028.7    (meters)    6656.     (feet)  VERTCON   
 KL0733  ___________________________________________________________________
 KL0733  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 KL0733  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 KL0733
 KL0733  HORZ ORDER  -  THIRD
 KL0733
 KL0733.The horizontal coordinates were established by classical geodetic methods
 KL0733.and adjusted by the National Geodetic Survey in January 1993..
 KL0733
 KL0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0733
 KL0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0733
 KL0733.The geoid height was determined by GEOID03.
 KL0733
 KL0733;                    North         East     Units Scale Factor Converg.
 KL0733;SPC CO C     -   507,186.656   710,697.429   MT  0.99997887   -1 29 48.1
 KL0733;SPC CO C     - 1,663,994.89  2,331,679.81   sFT  0.99997887   -1 29 48.1
 KL0733;UTM  13      - 4,390,914.537   253,422.390   MT  1.00034862   -1 50 00.9
 KL0733
 KL0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0733!SPC CO C     -   0.99968426  x   0.99997887  =   0.99966314
 KL0733!UTM  13      -   0.99968426  x   1.00034862  =   1.00003277
 KL0733
 KL0733:                Primary Azimuth Mark                     Grid Az
 KL0733:SPC CO C     -  HOGBACK                                  029 51 58.3
 KL0733:UTM  13      -  HOGBACK                                  030 12 11.1
 KL0733
 KL0733|---------------------------------------------------------------------|
 KL0733| PID    Reference Object                     Distance      Geod. Az  |
 KL0733|                                                           dddmmss.s |
 KL0733| KL0731 HOGBACK                             APPROX. 2.9 KM 0282210.2 |
 KL0733|---------------------------------------------------------------------|
 KL0733
 KL0733                          SUPERSEDED SURVEY CONTROL
 KL0733
 KL0733  NAD 83(1986)-  39 37 56.98132(N)    107 52 23.21685(W) AD(       ) 3
 KL0733  NAD 27      -  39 37 57.05854(N)    107 52 20.97063(W) AD(       ) 3
 KL0733  NGVD 29 (07/19/86) 2027.4    (m)         6652.     (f) VERT ANG       
 KL0733
 KL0733.Superseded values are not recommended for survey control.
 KL0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0733.See file dsdata.txt to determine how the superseded data were derived.
 KL0733
 KL0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD5342290915(NAD 83)
 KL0733_MARKER: DD = SURVEY DISK
 KL0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0733_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KL0733_STAMPING: R BLACK 1950
 KL0733_MARK LOGO: USGS  
 KL0733_MAGNETIC: N = NO MAGNETIC MATERIAL
 KL0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0733+STABILITY: SURFACE MOTION
 KL0733
 KL0733  HISTORY     - Date     Condition        Report By
 KL0733  HISTORY     - 1950     MONUMENTED       USGS
 KL0733  HISTORY     - 19920530 GOOD             KOOGLE
 KL0733  HISTORY     - 19920530 GOOD             KOOGLE
 KL0733
 KL0733                          STATION DESCRIPTION
 KL0733
 KL0733'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KL0733'STATION IS LOCATED ABOUT 8.25 MI. S. AND 4.25 MI. E. OF RIO BLANCO,
 KL0733'COLORADO, IN NE. 1/4 SEC. 7, T 5 S, R 93 W.
 KL0733'
 KL0733'TO REACH FROM THE P.O. IN RIFLE, PROCEED N. ON HIGHWAY 13 FOR 10.0
 KL0733'MI. TO T-RD.  THENCE W., N., AND W. TO TOP OF CULTIVATED MESA, 1.3
 KL0733'MI. TO STATION.  STATION LIES 75 FT. N. OF RD. ON EDGE OF CLIFF.
 KL0733'
 KL0733'STATION MARK--STANDARD TABLET, STAMPED ---R-BLACK 1950---, SET IN THE
 KL0733'TOP OF A 6 X 6 IN. CONCRETE POST, PROJECTING 4 IN. ABOVE THE SURFACE.
 KL0733'
 KL0733'REFERENCE MARKS--NONE.
 KL0733
 KL0733                          STATION RECOVERY (1992)
 KL0733
 KL0733'RECOVERY NOTE BY KOOGLE AND POULS ENGINEERS 1992 (WEK)
 KL0733'USED IN GPS SURVEY, TO SUPPORT PHOTO CONTROL AT RIFLE GAP RESERVOIR,
 KL0733'COLO.  FOUND AS DESCRIBED.
 KL0733
 KL0733                          STATION RECOVERY (1992)
 KL0733
 KL0733'RECOVERY NOTE BY KOOGLE AND POULS ENGINEERS 1992 (WEK)
 KL0733'USED IN GPS SURVEY, TO SUPPORT PHOTO CONTROL AT RIFLE GAP RESERVOIR,
 KL0733'COLO.  FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1879 ***********************************************************************
 KK1879  DESIGNATION -  BLACK
 KK1879  PID         -  KK1879
 KK1879  STATE/COUNTY-  CO/JEFFERSON
 KK1879  USGS QUAD   -  CONIFER (1994)
 KK1879
 KK1879                         *CURRENT SURVEY CONTROL
 KK1879  ___________________________________________________________________
 KK1879* NAD 83(1992)-  39 31 04.29238(N)    105 21 09.69043(W)     ADJUSTED  
 KK1879* NAVD 88     -      2983.1    (meters)    9787.     (feet)  VERTCON   
 KK1879  ___________________________________________________________________
 KK1879  LAPLACE CORR-         -15.18  (seconds)                    DEFLEC99
 KK1879  GEOID HEIGHT-         -13.92  (meters)                     GEOID03
 KK1879
 KK1879  HORZ ORDER  -  FIRST
 KK1879
 KK1879.The horizontal coordinates were established by classical geodetic methods
 KK1879.and adjusted by the National Geodetic Survey in January 1993..
 KK1879
 KK1879.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1879
 KK1879.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1879
 KK1879.The geoid height was determined by GEOID03.
 KK1879
 KK1879;                    North         East     Units Scale Factor Converg.
 KK1879;SPC CO C     -   491,808.728   927,068.586   MT  0.99996232   +0 05 34.5
 KK1879;SPC CO C     - 1,613,542.47  3,041,557.52   sFT  0.99996232   +0 05 34.5
 KK1879;UTM  13      - 4,374,305.888   469,683.633   MT  0.99961132   -0 13 27.9
 KK1879
 KK1879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1879!SPC CO C     -   0.99953438  x   0.99996232  =   0.99949672
 KK1879!UTM  13      -   0.99953438  x   0.99961132  =   0.99914589
 KK1879
 KK1879:                Primary Azimuth Mark                     Grid Az
 KK1879:SPC CO C     -  BLACK AZ MK                              039 26 24.6
 KK1879:UTM  13      -  BLACK AZ MK                              039 45 27.0
 KK1879
 KK1879|---------------------------------------------------------------------|
 KK1879| PID    Reference Object                     Distance      Geod. Az  |
 KK1879|                                                           dddmmss.s |
 KK1879| KK1891 BLACK AZ MK                         APPROX. 0.5 KM 0393159.1 |
 KK1879| KK1890 BLACK AZ MK OFFSET                  APPROX. 0.5 KM 0393211.2 |
 KK1879| CP7472 BLACK RM 1                            8.787 METERS 26413     |
 KK1879| CP7473 BLACK RM 2                            4.879 METERS 32558     |
 KK1879|---------------------------------------------------------------------|
 KK1879
 KK1879                          SUPERSEDED SURVEY CONTROL
 KK1879
 KK1879  NAD 83(1986)-  39 31 04.28960(N)    105 21 09.69192(W) AD(       ) 1
 KK1879  NAD 27      -  39 31 04.32821(N)    105 21 07.71279(W) AD(       ) 1
 KK1879  NGVD 29 (07/19/86) 2981.9    (m)         9783.     (f) VERT ANG       
 KK1879
 KK1879.Superseded values are not recommended for survey control.
 KK1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1879.See file dsdata.txt to determine how the superseded data were derived.
 KK1879
 KK1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD6968474306(NAD 83)
 KK1879_MARKER: DS = TRIANGULATION STATION DISK
 KK1879_SETTING: 66 = SET IN ROCK OUTCROP
 KK1879_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KK1879_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1879+STABILITY: POSITION/ELEVATION WELL
 KK1879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1879+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2006
 KK1879
 KK1879  HISTORY     - Date     Condition        Report By
 KK1879  HISTORY     - 1977     MONUMENTED       NGS
 KK1879  HISTORY     - 20060816 GOOD             INDIV
 KK1879
 KK1879                          STATION DESCRIPTION
 KK1879
 KK1879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1879'THE STATION IS LOCATED ABOUT 2-3/4 MILES WEST OF CONIFER,
 KK1879'2-1/2 MILES EAST OF PARK-JEFFERSON COUNTY LINE, 2 MILES
 KK1879'NORTH OF U.S. HIGHWAY 285 AND ON A ROCKY POINT.
 KK1879'IT IS IN THE NORTHEAST QUARTER OF SECTION 20, R 71 W, T 6 S.
 KK1879'
 KK1879'TO REACH THE STATION FROM THE POST OFFICE IN CONIFER, GO
 KK1879'NORTH ON U. S. HIGHWAY 285 FOR 1.6 MILES TO A SIDE ROAD
 KK1879'LEFT(KENNEDY GULCH ROAD).
 KK1879'TURN LEFT AND GO WESTERLY ON KENNEDY GULCH ROAD
 KK1879'FOR 1.2 MILES TO A SIDE ROAD LEFT(BARNEY GULCH RD).
 KK1879'CONTINUE WESTERLY ON MAIN GRAVELED ROAD FOR 2.0 MILES TO A
 KK1879'FORK.  KEEP RIGHT FORK AND GO WESTERLY, UPHILL ON GRAVELED ROAD
 KK1879'FOR 0.55 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 KK1879'WESTERLY ON GRAVELED ROAD FOR 0.25 MILE TO A FORK.  KEEP LEFT
 KK1879'FORK AND GO WEST ON THE GRAVELED ROAD FOR 0.6 MILE TO A
 KK1879'REVERSE FORK.  CONTINUE AHEAD ON MAIN GRAVELED ROAD FOR 0.2
 KK1879'MILE TO A REVERSE FORK.  TURN SHARP RIGHT AND GO NORTHWEST
 KK1879'ON GRAVELED ROAD FOR 0.6 MILE TO A SIDE ROAD RIGHT AND THE
 KK1879'STATION ABOUT 300 FEET TO THE EAST.
 KK1879'
 KK1879'THE STATION MARK, STAMPED---BLACK 1977---, A STANDARD DISK
 KK1879'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS NEAR
 KK1879'THE SOUTH END OF THE HILL.
 KK1879'
 KK1879'REFERENCE MARK 1, STAMPED---BLACK NO 1 1977---, A STANDARD DISK
 KK1879'CEMENTED IN A DRILL HOLE IN A LARGE OUTCROPPING BEDROCK.  IT IS
 KK1879'ABOUT 8 FEET LOWER THAN THE STATION.
 KK1879'
 KK1879'REFERENCE MARK 2, STAMPED BLACK NO 2 1977---, A STANDARD DISK
 KK1879'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS ON
 KK1879'THE HIGHEST POINT OF THE HILL AND ABOUT 5 FEET HIGHER THAN THE
 KK1879'STATION.
 KK1879'
 KK1879'AZIMUTH MARK, STAMPED---BLACK 1977---, A STANDARD DISK
 KK1879'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS 30 BY
 KK1879'10 FEET.  IT IS 110 FEET EAST OF THE CENTER OF THE GRAVELED
 KK1879'ROAD AND ABOUT 6 FEET ABOVE THE GROUND.
 KK1879'
 KK1879'HEIGHT OF LIGHT ABOVE THE MARK WAS 1.5 METERS.
 KK1879
 KK1879                          STATION RECOVERY (2006)
 KK1879
 KK1879'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 KK1879'SCRATCHED, HARD TO READ, BUT STILL WELL PLACED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1374 ***********************************************************************
 LL1374  DESIGNATION -  BLACK
 LL1374  PID         -  LL1374
 LL1374  STATE/COUNTY-  CO/LARIMER
 LL1374  USGS QUAD   -  SOUTH BALD MOUNTAIN (1967)
 LL1374
 LL1374                         *CURRENT SURVEY CONTROL
 LL1374  ___________________________________________________________________
 LL1374* NAD 83(1992)-  40 52 18.65122(N)    105 38 20.78434(W)     ADJUSTED  
 LL1374* NAVD 88     -      3033.9    (meters)    9954.     (feet)  VERTCON   
 LL1374  ___________________________________________________________________
 LL1374  LAPLACE CORR-         -11.79  (seconds)                    DEFLEC99
 LL1374  GEOID HEIGHT-         -11.49  (meters)                     GEOID03
 LL1374
 LL1374  HORZ ORDER  -  SECOND
 LL1374
 LL1374.The horizontal coordinates were established by classical geodetic methods
 LL1374.and adjusted by the National Geodetic Survey in January 1993..
 LL1374
 LL1374.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1374
 LL1374.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1374
 LL1374.The geoid height was determined by GEOID03.
 LL1374
 LL1374;                    North         East     Units Scale Factor Converg.
 LL1374;SPC CO N     -   475,639.519   902,675.239   MT  1.00001556   -0 05 23.6
 LL1374;SPC CO N     - 1,560,493.99  2,961,527.01   sFT  1.00001556   -0 05 23.6
 LL1374;UTM  13      - 4,524,727.633   446,146.008   MT  0.99963570   -0 25 05.6
 LL1374
 LL1374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1374!SPC CO N     -   0.99952613  x   1.00001556  =   0.99954168
 LL1374!UTM  13      -   0.99952613  x   0.99963570  =   0.99916200
 LL1374
 LL1374|---------------------------------------------------------------------|
 LL1374| PID    Reference Object                     Distance      Geod. Az  |
 LL1374|                                                           dddmmss.s |
 LL1374| CP7467 BLACK RM 1                            3.190 METERS 11147     |
 LL1374| CP7468 BLACK RM 2                            6.918 METERS 19603     |
 LL1374| LL1376 DEADMAN                             APPROX.10.5 KM 2434424.6 |
 LL1374|---------------------------------------------------------------------|
 LL1374
 LL1374                          SUPERSEDED SURVEY CONTROL
 LL1374
 LL1374  NAD 83(1986)-  40 52 18.64557(N)    105 38 20.78299(W) AD(       ) 2
 LL1374  NAD 27      -  40 52 18.71100(N)    105 38 18.78700(W) AD(       ) 2
 LL1374  NGVD 29 (07/19/86) 3032.6    (m)         9949.     (f) VERT ANG       
 LL1374
 LL1374.Superseded values are not recommended for survey control.
 LL1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1374.See file dsdata.txt to determine how the superseded data were derived.
 LL1374
 LL1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF4614624728(NAD 83)
 LL1374_MARKER: DS = TRIANGULATION STATION DISK
 LL1374_SETTING: 80 = SET IN A BOULDER
 LL1374_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LL1374
 LL1374  HISTORY     - Date     Condition        Report By
 LL1374  HISTORY     - 1949     MONUMENTED       CGS
 LL1374  HISTORY     - 1967     GOOD             USGS
 LL1374
 LL1374                          STATION DESCRIPTION
 LL1374
 LL1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LL1374'THE STATION IS LOCATED ON THE HIGHEST POINT OF A HEAVILY
 LL1374'TIMBERED MOUNTAIN, LOCALLY KNOWN AS BLACK MOUNTAIN.  ABOUT 35
 LL1374'MILES AIR LINE NORTHWEST OF FORT COLLINS.  ABOUT 29 MILES
 LL1374'AIR LINE SOUTH OF LARAMIE AND ABOUT 9 MILES AIR LINE NORTHWEST
 LL1374'OF RED FEATHER LAKE POST OFFICE.  THE STATION MARK IS 20 FEET
 LL1374'SOUTH OF THE HIGHEST POINT IN THE CENTER OF THREE
 LL1374'TRIANGLE-BLAZED TREES, PROJECTS 4 INCHES AND IS STAMPED, BLACK 1949.
 LL1374'
 LL1374'REFERENCE MARK NO. 1 IS APPROXIMATELY 18 INCHES LOWER THAN
 LL1374'THE STATION MARK, PROJECTS 2 INCHES AND IS STAMPED, BLACK
 LL1374'NO 1 1949.
 LL1374'
 LL1374'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 LL1374'THE STATION MARK, PROJECTS 6 INCHES AND IS STAMPED, BLACK
 LL1374'NO 2 1949.
 LL1374'
 LL1374'TRIANGULATION STATION DEADMAN 1949 IS THE AZIMUTH MARK.
 LL1374'
 LL1374'TO REACH THE STATION FROM THE RED FEATHER LAKES POST OFFICE
 LL1374'AND STORE, GO WEST 0.05 MILE TO CROSSROAD.  TURN LEFT, SOUTH,
 LL1374'FOR 0.7 MILE TO CROSSROAD.  TURN RIGHT, WEST, AND FOLLOW
 LL1374'MAIN GRADED ROAD FOR 2.4 MILES TO A SIDE ROAD RIGHT AND SIGN
 LL1374'BLACK MTN. RANCH.  TURN RIGHT OFF MAIN ROAD AND GO 3.6 MILES
 LL1374'TO CATTLE GUARD AND CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR
 LL1374'0.35 MILE TO FORK AND SIGN BLACK MTN. RANCH.  TAKE LEFT FORK
 LL1374'FOR 0.6 MILE TO RANCH HOUSES.  PASS BETWEEN HOUSES AND GO
 LL1374'JUST TO THE LEFT OF SHED FOR 0.1 MILE TO FORK.  TAKE RIGHT
 LL1374'FORK AND FOLLOW MAIN ROAD FOR 1.4 MILES TO FORK AND SIGN
 LL1374'LITTLE BALD MTN. 7 BLACK MTN. 2.  TAKE RIGHT FORK STRAIGHT
 LL1374'AHEAD ON OLD WOODS ROAD NORTHERLY UP DRAW FOR 1.0 MILE TO
 LL1374'TWO TRIANGLE-BLAZED ASPEN TREES ON THE SOUTH SIDE OF A SMALL STREAM
 LL1374'AND THE END OF TRUCK TRAVEL.  HERE PACK EASTERLY ACROSS SMALL
 LL1374'GRASSY AREA AND THEN UP WOODS ROAD FOR ABOUT 0.25 MILE TO TWO
 LL1374'TRIANGLE BLAZES AND A WELL BLAZED TRAIL LEADING TO THE
 LL1374'RIGHT, EAST.  TURN RIGHT OFF WOODS ROAD AND FOLLOW BLAZES
 LL1374'ABOUT 0.25 MILE TO TOP OF SMALL ROCKY RIDGE.  PACK
 LL1374'EASTERLY UP SMALL RIDGE TO THE TOP OF THE MAIN RIDGE.  TURN
 LL1374'LEFT, NORTHERLY, AND FOLLOW MAIN RIDGE TO THE HIGHEST POINT
 LL1374'AND STATION AS DESCRIBED ABOVE.  A 1-1/2 HOUR PACK.
 LL1374
 LL1374                          STATION RECOVERY (1967)
 LL1374
 LL1374'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LL1374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0435 ***********************************************************************
 KM0435  DESIGNATION -  BLACK
 KM0435  PID         -  KM0435
 KM0435  STATE/COUNTY-  CO/MESA
 KM0435  USGS QUAD   -  BATTLESHIP ROCK (1962)
 KM0435
 KM0435                         *CURRENT SURVEY CONTROL
 KM0435  ___________________________________________________________________
 KM0435* NAD 83(1992)-  39 05 09.71465(N)    108 50 59.32704(W)     ADJUSTED  
 KM0435* NAVD 88     -      2101.1    (meters)    6893.     (feet)  VERTCON   
 KM0435  ___________________________________________________________________
 KM0435  LAPLACE CORR-           6.88  (seconds)                    DEFLEC99
 KM0435  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 KM0435
 KM0435  HORZ ORDER  -  THIRD
 KM0435
 KM0435.The horizontal coordinates were established by classical geodetic methods
 KM0435.and adjusted by the National Geodetic Survey in January 1993..
 KM0435
 KM0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0435
 KM0435.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0435
 KM0435.The geoid height was determined by GEOID03.
 KM0435
 KM0435;                    North         East     Units Scale Factor Converg.
 KM0435;SPC CO C     -   449,201.709   624,655.541   MT  0.99993594   -2 06 45.7
 KM0435;SPC CO C     - 1,473,755.94  2,049,390.72   sFT  0.99993594   -2 06 45.7
 KM0435;UTM  12      - 4,328,524.395   685,971.820   MT  1.00002588   +1 21 21.8
 KM0435
 KM0435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0435!SPC CO C     -   0.99967314  x   0.99993594  =   0.99960911
 KM0435!UTM  12      -   0.99967314  x   1.00002588  =   0.99969902
 KM0435
 KM0435                          SUPERSEDED SURVEY CONTROL
 KM0435
 KM0435  NAD 83(1986)-  39 05 09.70746(N)    108 50 59.32352(W) AD(       ) 3
 KM0435  NGVD 29 (05/18/92) 2099.9    (m)         6889.     (f) VERT ANG       
 KM0435
 KM0435.Superseded values are not recommended for survey control.
 KM0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0435.See file dsdata.txt to determine how the superseded data were derived.
 KM0435
 KM0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ8597228524(NAD 83)
 KM0435_MARKER: DD = SURVEY DISK
 KM0435_SETTING: 66 = SET IN ROCK OUTCROP
 KM0435_SP_SET: SET IN A ROCK LEDGE
 KM0435_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0435+STABILITY: POSITION/ELEVATION WELL
 KM0435
 KM0435  HISTORY     - Date     Condition        Report By
 KM0435  HISTORY     - 1961     MONUMENTED       USGS
 KM0435  HISTORY     - 1968     GOOD             USGS
 KM0435
 KM0435                          STATION DESCRIPTION
 KM0435
 KM0435'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 KM0435'NO TEXT.
 KM0435
 KM0435                          STATION RECOVERY (1968)
 KM0435
 KM0435'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KM0435'STATION IS LOCATED ABOUT 2 MI. N. AND 16 MI. W. OF GRAND JUNCTION,
 KM0435'COLORADO, ON PROMINENT ROCKY TOP OF W. END OF BROAD RIDGE KNOWN AS
 KM0435'BLACK RIDGE.
 KM0435'
 KM0435'TO REACH FROM GRAND JUNCTION POST OFFICE, PROCEED W. ALONG STATE
 KM0435'HIGHWAY 340 1.3 MI., THENCE LEFT ALONG COLORADO NATIONAL MONUMENT
 KM0435'ROAD 15.0 MI. TO UPPER RD. LEADING TO GLADE PARK, THENCE LEFT ALONG
 KM0435'RD. TO GLADE PARK 1.2 MI., THENCE RIGHT THRU LOCKED GATE ALONG MAIN
 KM0435'RD. 1.8 MI. TO CATTLEGUARD, TAKE RIGHT FORK ALONG TRACK RD. 2.4 MI.
 KM0435'TO RD. FORK, THENCE NW. ALONG LEFT FORK OF TRACK RD. 0.8 MI., THENCE
 KM0435'ALONG LEFT FORK 1.6 MI., THENCE ALONG LEFT FORK, WESTERLY, CROSSING
 KM0435'A MAIN N-S. TRACK RD. 0.2 MI. TO FORKS, THENCE LEFT, SW., ALONG TRACK
 KM0435'RD., THRU LARGE CLEARING, THEN WINDING THRU TREES, 0.8 MI. TO BASE OF
 KM0435'SMALL TOP, STATION LIES ABOUT 500 FT. SOUTHERLY ON S. END OF ROCKY
 KM0435'TOP, 2 FT. LOWER THAN HIGHEST POINT AND 10 FT. N. OF LARGE FLAT
 KM0435'UNSTABLE BOULDER ON HIGHEST POINT.
 KM0435'
 KM0435'STATION MARK--STANDARD TABLET SET IN LEDGE ROCK, STAMPED ---BLACK ET
 KM0435'1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1891 ***********************************************************************
 KK1891  DESIGNATION -  BLACK AZ MK
 KK1891  PID         -  KK1891
 KK1891  STATE/COUNTY-  CO/JEFFERSON
 KK1891  USGS QUAD   -  CONIFER (1994)
 KK1891
 KK1891                         *CURRENT SURVEY CONTROL
 KK1891  ___________________________________________________________________
 KK1891* NAD 83(1992)-  39 31 16.82176(N)    105 20 56.33858(W)     ADJUSTED  
 KK1891* NAVD 88     -      2814.2    (meters)    9233.     (feet)  VERTCON   
 KK1891  ___________________________________________________________________
 KK1891  LAPLACE CORR-         -15.65  (seconds)                    DEFLEC99
 KK1891  GEOID HEIGHT-         -13.94  (meters)                     GEOID03
 KK1891
 KK1891  HORZ ORDER  -  SECOND
 KK1891
 KK1891.The horizontal coordinates were established by classical geodetic methods
 KK1891.and adjusted by the National Geodetic Survey in January 1993..
 KK1891
 KK1891.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1891
 KK1891.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1891
 KK1891.The geoid height was determined by GEOID03.
 KK1891
 KK1891;                    North         East     Units Scale Factor Converg.
 KK1891;SPC CO C     -   492,195.647   927,386.860   MT  0.99996276   +0 05 42.9
 KK1891;SPC CO C     - 1,614,811.89  3,042,601.72   sFT  0.99996276   +0 05 42.9
 KK1891;UTM  13      - 4,374,690.903   470,003.933   MT  0.99961108   -0 13 19.5
 KK1891
 KK1891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1891!SPC CO C     -   0.99956086  x   0.99996276  =   0.99952364
 KK1891!UTM  13      -   0.99956086  x   0.99961108  =   0.99917211
 KK1891
 KK1891                          SUPERSEDED SURVEY CONTROL
 KK1891
 KK1891  NAD 83(1986)-  39 31 16.81906(N)    105 20 56.34000(W) AD(       ) 2
 KK1891  NAD 27      -  39 31 16.85786(N)    105 20 54.36082(W) AD(       ) 2
 KK1891  NGVD 29 (07/19/86) 2813.0    (m)         9229.     (f) VERT ANG       
 KK1891
 KK1891.Superseded values are not recommended for survey control.
 KK1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1891.See file dsdata.txt to determine how the superseded data were derived.
 KK1891
 KK1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7000474691(NAD 83)
 KK1891_MARKER: DS = TRIANGULATION STATION DISK
 KK1891_SETTING: 66 = SET IN ROCK OUTCROP
 KK1891_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KK1891_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1891+STABILITY: POSITION/ELEVATION WELL
 KK1891
 KK1891  HISTORY     - Date     Condition        Report By
 KK1891  HISTORY     - 1977     MONUMENTED       NGS
 KK1891
 KK1891                          STATION DESCRIPTION
 KK1891
 KK1891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1891'THE STATION IS LOCATED ABOUT 2-1/2 MILES WEST OF CONIFER,
 KK1891'2-1/2 MILES EAST OF THE PARK-JEFFERSON COUNTY LINE, 2 MILES
 KK1891'NORTH OF U.S. HIGHWAY 285 AND ON A ROCKY POINT.
 KK1891'IT IS IN THE NORTHEAST QUARTER OF SECTION 20, T 6 S, R 71 W.
 KK1891'
 KK1891'TO REACH THE STATION FROM THE POST OFFICE IN CONIFER GO
 KK1891'NORTH ON U.S. HIGHWAY 285 FOR 1.6 MILES TO A SIDE ROAD
 KK1891'LEFT (KENNEDY GULCH ROAD).
 KK1891'TURN LEFT AND GO WESTERLY ON KENNEDY GULCH ROAD
 KK1891'FOR 1.2 MILES TO A SIDE ROAD LEFT (BARNEY GULCH ROAD).
 KK1891'CONTINUE WESTERLY ON MAIN GRAVELED ROAD FOR 2.0 MILES TO A
 KK1891'FORK.  KEEP RIGHT FORK AND GO WESTERLY, UPHILL ON GRAVELED ROAD
 KK1891'FOR 0.55 MILE TO THE MARK ON THE RIGHT.
 KK1891'
 KK1891'STATION MARK, STAMPED---BLACK 1977---, A STANDARD
 KK1891'AZIMUTH MARK DISK
 KK1891'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS 30 BY
 KK1891'10 FEET.  IT IS 110 FEET EAST OF THE CENTER OF THE GRAVELED
 KK1891'ROAD AND ABOUT 6 FEET ABOVE THE GROUND.
 KK1891'
 KK1891'AN EDM TRAVERSE WAS MADE TO TRIANGULATION STATION BLACK.
 KK1891'HEIGHT OF LIGHT ABOVE THE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0317 ***********************************************************************
 HJ0317  DESIGNATION -  BLACK BUTTE
 HJ0317  PID         -  HJ0317
 HJ0317  STATE/COUNTY-  CO/BACA
 HJ0317  USGS QUAD   -  WALSH (1978)
 HJ0317
 HJ0317                         *CURRENT SURVEY CONTROL
 HJ0317  ___________________________________________________________________
 HJ0317* NAD 83(1992)-  37 27 52.91314(N)    102 20 54.85041(W)     ADJUSTED  
 HJ0317* NAVD 88     -      1223.     (meters)    4012.     (feet)  SCALED    
 HJ0317  ___________________________________________________________________
 HJ0317  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 HJ0317  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 HJ0317
 HJ0317  HORZ ORDER  -  SECOND
 HJ0317
 HJ0317.The horizontal coordinates were established by classical geodetic methods
 HJ0317.and adjusted by the National Geodetic Survey in November 1994..
 HJ0317
 HJ0317.The orthometric height was scaled from a topographic map.
 HJ0317
 HJ0317.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0317
 HJ0317.The geoid height was determined by GEOID03.
 HJ0317
 HJ0317;                    North         East     Units Scale Factor Converg.
 HJ0317;SPC CO S     -   398,071.386 1,193,137.258   MT  0.99996607   +1 55 58.9
 HJ0317;SPC CO S     - 1,306,005.87  3,914,484.49   sFT  0.99996607   +1 55 58.9
 HJ0317;UTM  13      - 4,149,726.518   734,492.384   MT  1.00027737   +1 36 48.7
 HJ0317
 HJ0317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0317!SPC CO S     -   0.99981189  x   0.99996607  =   0.99977797
 HJ0317!UTM  13      -   0.99981189  x   1.00027737  =   1.00008921
 HJ0317
 HJ0317:                Primary Azimuth Mark                     Grid Az
 HJ0317:SPC CO S     -  WALSH MUNICIPAL TANK                     142 27 56.1
 HJ0317:UTM  13      -  WALSH MUNICIPAL TANK                     142 47 06.3
 HJ0317
 HJ0317|---------------------------------------------------------------------|
 HJ0317| PID    Reference Object                     Distance      Geod. Az  |
 HJ0317|                                                           dddmmss.s |
 HJ0317| HJ0315 WALSH MUNICIPAL TANK                APPROX.10.6 KM 1442355.0 |
 HJ0317| HJ0314 WALSH HIGH PLAINS GRAIN ELEV        APPROX.10.3 KM 1451440.4 |
 HJ0317| CM8441 BLACK BUTTE RM 1                      5.275 METERS 17105     |
 HJ0317| CM8440 BLACK BUTTE AZ MK                                  2592444.2 |
 HJ0317| CM8442 BLACK BUTTE RM 2                      4.849 METERS 29753     |
 HJ0317|---------------------------------------------------------------------|
 HJ0317
 HJ0317                          SUPERSEDED SURVEY CONTROL
 HJ0317
 HJ0317  NAD 83(1992)-  37 27 52.91256(N)    102 20 54.84675(W) AD(       ) 2
 HJ0317  NAD 83(1986)-  37 27 52.91414(N)    102 20 54.83878(W) AD(       ) 2
 HJ0317  NAD 27      -  37 27 52.86367(N)    102 20 53.16333(W) AD(       ) 2
 HJ0317
 HJ0317.Superseded values are not recommended for survey control.
 HJ0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0317.See file dsdata.txt to determine how the superseded data were derived.
 HJ0317
 HJ0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB3449249727(NAD 83)
 HJ0317_MARKER: DS = TRIANGULATION STATION DISK
 HJ0317_SETTING: 66 = SET IN ROCK OUTCROP
 HJ0317
 HJ0317  HISTORY     - Date     Condition        Report By
 HJ0317  HISTORY     - 1953     MONUMENTED       CGS
 HJ0317
 HJ0317                          STATION DESCRIPTION
 HJ0317
 HJ0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HJ0317'THE STATION IS LOCATED AIRLINE, ABOUT 8 MILES SOUTH-SOUTHEAST OF
 HJ0317'TWO BUTTES AND ABOUT 6 MILES NORTH-NORTHWEST OF WALSH ON THE
 HJ0317'HIGHEST POINT OF A SMALL ROCKY KNOLL IN PASTURE LAND.
 HJ0317'
 HJ0317'THE STATION IS A STANDARD DISK STAMPED BLACK BUTTE 1953 SET
 HJ0317'IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH PROJECTS
 HJ0317'ABOUT 8 INCHES ABOVE THE GROUND.
 HJ0317'
 HJ0317'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BLACK BUTTE
 HJ0317'NO 1 1953 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK
 HJ0317'WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT
 HJ0317'6 INCHES LOWER THAN THE STATION.
 HJ0317'
 HJ0317'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BLACK
 HJ0317'BUTTE NO 2 1953 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK
 HJ0317'WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT
 HJ0317'6 INCHES LOWER THAN THE STATION.
 HJ0317'
 HJ0317'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BLACK BUTTE 1953
 HJ0317'SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH PROJECTS
 HJ0317'ABOUT 2 FEET ABOVE THE GROUND.  IT IS 18 INCHES EAST-SOUTHEAST
 HJ0317'OF A SMALL CAIRN.
 HJ0317'
 HJ0317'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST-SOUTHEAST
 HJ0317'ACROSS COUNTRY FOR 0.25 MILE TO THE TOP OF A SMALL ROCKY KNOLL,
 HJ0317'A SMALL CAIRN AND THE AZIMUTH MARK.
 HJ0317'
 HJ0317'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF
 HJ0317'TWO BUTTES, GO SOUTH FOR 0.3 MILE.  TURN RIGHT ON TO STATE HIGHWAY
 HJ0317'116 AND GO WEST FOR 0.2 MILE.  TURN LEFT, SOUTH, OFF STATE HIGHWAY
 HJ0317'116 AND GO 5.8 MILES TO A CROSS ROAD.  TURN LEFT AND GO EAST FOR
 HJ0317'2.8 MILES TO THE ENTRANCE TO A FARM HOUSE.  TURN RIGHT, PASS
 HJ0317'TO THE LEFT OF THE FARM HOUSE TO A GATE IN AN EAST-WEST FENCE
 HJ0317'LINE.  PASS THROUGH AND GO SOUTH-SOUTHEAST FOR 0.4 MILE TO
 HJ0317'THE TOP OF A SMALL ROCKY BUTTE AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0613 ***********************************************************************
 KL0613  DESIGNATION -  BLACK ET
 KL0613  PID         -  KL0613
 KL0613  STATE/COUNTY-  CO/EAGLE
 KL0613  USGS QUAD   -  VAIL EAST (1987)
 KL0613
 KL0613                         *CURRENT SURVEY CONTROL
 KL0613  ___________________________________________________________________
 KL0613* NAD 83(1992)-  39 43 43.64037(N)    106 19 07.56592(W)     ADJUSTED  
 KL0613* NAVD 88     -      4003.5    (meters)   13135.     (feet)  VERTCON   
 KL0613  ___________________________________________________________________
 KL0613  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 KL0613  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 KL0613
 KL0613  HORZ ORDER  -  THIRD
 KL0613
 KL0613.The horizontal coordinates were established by classical geodetic methods
 KL0613.and adjusted by the National Geodetic Survey in January 1993..
 KL0613
 KL0613.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0613
 KL0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0613
 KL0613.The geoid height was determined by GEOID03.
 KL0613
 KL0613;                    North         East     Units Scale Factor Converg.
 KL0613;SPC CO C     -   515,533.265   844,209.460   MT  0.99999587   -0 30 59.0
 KL0613;SPC CO C     - 1,691,378.72  2,769,710.54   sFT  0.99999587   -0 30 59.0
 KL0613;UTM  13      - 4,398,487.541   386,984.399   MT  0.99975725   -0 50 34.7
 KL0613
 KL0613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0613!SPC CO C     -   0.99937427  x   0.99999587  =   0.99937014
 KL0613!UTM  13      -   0.99937427  x   0.99975725  =   0.99913167
 KL0613
 KL0613:                Primary Azimuth Mark                     Grid Az
 KL0613:SPC CO C     -  BALD                                     190 08 06.8
 KL0613:UTM  13      -  BALD                                     190 27 42.5
 KL0613
 KL0613|---------------------------------------------------------------------|
 KL0613| PID    Reference Object                     Distance      Geod. Az  |
 KL0613|                                                           dddmmss.s |
 KL0613| KL0612 BALD                                APPROX. 5.7 KM 1893707.8 |
 KL0613|---------------------------------------------------------------------|
 KL0613
 KL0613                          SUPERSEDED SURVEY CONTROL
 KL0613
 KL0613  NAD 83(1986)-  39 43 43.63146(N)    106 19 07.55260(W) AD(       ) 3
 KL0613  NAD 27      -  39 43 43.68725(N)    106 19 05.44462(W) AD(       ) 3
 KL0613  NGVD 29 (07/19/86) 4001.7    (m)        13129.     (f) VERT ANG       
 KL0613
 KL0613.Superseded values are not recommended for survey control.
 KL0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0613.See file dsdata.txt to determine how the superseded data were derived.
 KL0613
 KL0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD8698498488(NAD 83)
 KL0613
 KL0613  HISTORY     - Date     Condition        Report By
 KL0613  HISTORY     - 1964     MONUMENTED       USGS
 KL0613  HISTORY     - 1970     GOOD             USGS
 KL0613
 KL0613                          STATION DESCRIPTION
 KL0613
 KL0613'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KL0613'STATION LOCATED ON THE SUMMIT-EAGLE COUNTY LINE, ABOUT 3 MI. E. AND
 KL0613'6 MI. N. FROM VAIL, COLORADO, ON THE HIGHEST POINT OF A TOP ON THE
 KL0613'GORE RANGE DIVIDE.  THERE ARE HIGHER PEAKS TO THE N. OF THE STATION.
 KL0613'REACHED BY HELICOPTER AND A 15-MINUTE CLIMB.
 KL0613'
 KL0613'STATION MARK--USGS STANDARD TABLET CEMENTED IN BEDROCK, STAMPED
 KL0613'---BLACK-ET, 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1176 ***********************************************************************
 LL1176  DESIGNATION -  BLACK HILLS VIDEO CO MICROWAVE
 LL1176  PID         -  LL1176
 LL1176  STATE/COUNTY-  CO/WELD
 LL1176  USGS QUAD   -  GROVER NE (1972)
 LL1176
 LL1176                         *CURRENT SURVEY CONTROL
 LL1176  ___________________________________________________________________
 LL1176* NAD 83(1992)-  40 59 23.95613(N)    104 04 06.61865(W)     ADJUSTED  
 LL1176* NAVD 88     -                                                        
 LL1176  ___________________________________________________________________
 LL1176  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 LL1176  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 LL1176
 LL1176  HORZ ORDER  -  THIRD
 LL1176
 LL1176.The horizontal coordinates were established by classical geodetic methods
 LL1176.and adjusted by the National Geodetic Survey in January 1997..
 LL1176
 LL1176
 LL1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1176
 LL1176.The geoid height was determined by GEOID03.
 LL1176
 LL1176;                    North         East     Units Scale Factor Converg.
 LL1176;SPC CO N     -   489,722.761 1,034,858.729   MT  1.00004007   +0 55 29.8
 LL1176;SPC CO N     - 1,606,698.76  3,395,199.01   sFT  1.00004007   +0 55 29.8
 LL1176;SPC NE       -   136,470.632   157,873.168   MT  0.99969886   -2 41 46.3
 LL1176;SPC WY E     -    54,990.124   292,403.026   MT  1.00004255   +0 43 13.3
 LL1176;UTM  13      - 4,538,063.404   578,352.483   MT  0.99967556   +0 36 39.7
 LL1176
 LL1176                          SUPERSEDED SURVEY CONTROL
 LL1176
 LL1176  NAD 83(1992)-  40 59 23.95445(N)    104 04 06.61674(W) AD(       ) 4
 LL1176  NAD 83(1986)-  40 59 23.95168(N)    104 04 06.61588(W) AD(       ) 4
 LL1176  NAD 27      -  40 59 24.02800(N)    104 04 04.80900(W) AD(       ) 3
 LL1176
 LL1176.Superseded values are not recommended for survey control.
 LL1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1176.See file dsdata.txt to determine how the superseded data were derived.
 LL1176
 LL1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF7835238063(NAD 83)
 LL1176_MARKER: 43 = RADIO/TV TOWER
 LL1176
 LL1176  HISTORY     - Date     Condition        Report By
 LL1176  HISTORY     - 1963     FIRST OBSERVED   CGS
 LL1176
 LL1176                          STATION DESCRIPTION
 LL1176
 LL1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 LL1176'14 MILES SOUTH OF PINE BLUFFS, 1 MILE SOUTHWEST OF
 LL1176'WYOMING-NEBRASKA-COLORADO STATE LINES.
 LL1176'
 LL1176'THE TOWER IS A SLENDER, GUYED STEEL STRUCTURE, PAINTED ALTERNATELY
 LL1176'RED AND WHITE, SHIELD TYPE REFLECTORS NEAR THE TOP AND A SINGLE
 LL1176'RED LIGHT ON THE TOP.  IT IS 300 FEET IN OVERALL HEIGHT.
 LL1176'
 LL1176'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION RAPID,
 LL1176'THE DISTANCE BEING 190.48 FT. (58.058 METERS) EAST OF STATION
 LL1176'RAPID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0634 ***********************************************************************
 KL0634  DESIGNATION -  BLACK MTN
 KL0634  PID         -  KL0634
 KL0634  STATE/COUNTY-  CO/PARK
 KL0634  USGS QUAD   -  JONES HILL (1994)
 KL0634
 KL0634                         *CURRENT SURVEY CONTROL
 KL0634  ___________________________________________________________________
 KL0634* NAD 83(1992)-  39 06 20.54339(N)    106 01 01.92368(W)     ADJUSTED  
 KL0634* NAVD 88     -      3222.7    (meters)   10573.     (feet)  VERTCON   
 KL0634  ___________________________________________________________________
 KL0634  LAPLACE CORR-          -6.26  (seconds)                    DEFLEC99
 KL0634  GEOID HEIGHT-         -13.39  (meters)                     GEOID03
 KL0634
 KL0634  HORZ ORDER  -  SECOND
 KL0634
 KL0634.The horizontal coordinates were established by classical geodetic methods
 KL0634.and adjusted by the National Geodetic Survey in January 1993..
 KL0634
 KL0634.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0634
 KL0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0634
 KL0634.The geoid height was determined by GEOID03.
 KL0634
 KL0634;                    North         East     Units Scale Factor Converg.
 KL0634;SPC CO C     -   446,170.558   869,668.414   MT  0.99993591   -0 19 34.3
 KL0634;SPC CO C     - 1,463,811.24  2,853,237.12   sFT  0.99993591   -0 19 34.3
 KL0634;UTM  13      - 4,328,999.523   412,049.035   MT  0.99969525   -0 38 29.9
 KL0634
 KL0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0634!SPC CO C     -   0.99949672  x   0.99993591  =   0.99943267
 KL0634!UTM  13      -   0.99949672  x   0.99969525  =   0.99919213
 KL0634
 KL0634|---------------------------------------------------------------------|
 KL0634| PID    Reference Object                     Distance      Geod. Az  |
 KL0634|                                                           dddmmss.s |
 KL0634| CM6078 BLACK MTN RM 1                       10.150 METERS 18335     |
 KL0634| CM6079 BLACK MTN RM 2                       10.405 METERS 27104     |
 KL0634| CM6077 BLACK MTN AZ MK                                    2903552.3 |
 KL0634|---------------------------------------------------------------------|
 KL0634
 KL0634                          SUPERSEDED SURVEY CONTROL
 KL0634
 KL0634  NAD 83(1986)-  39 06 20.53672(N)    106 01 01.92593(W) AD(       ) 2
 KL0634  NAD 27      -  39 06 20.56400(N)    106 00 59.87000(W) AD(       ) 2
 KL0634  NGVD 29 (07/19/86) 3221.1    (m)        10568.     (f) VERT ANG       
 KL0634
 KL0634.Superseded values are not recommended for survey control.
 KL0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0634.See file dsdata.txt to determine how the superseded data were derived.
 KL0634
 KL0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD1204929000(NAD 83)
 KL0634_MARKER: DS = TRIANGULATION STATION DISK
 KL0634_SETTING: 66 = SET IN ROCK OUTCROP
 KL0634
 KL0634  HISTORY     - Date     Condition        Report By
 KL0634  HISTORY     - 1951     MONUMENTED       CGS
 KL0634  HISTORY     - 1954     GOOD             USGS
 KL0634  HISTORY     - 1973     GOOD             LOCENG
 KL0634
 KL0634                          STATION DESCRIPTION
 KL0634
 KL0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 KL0634'STATION IS LOCATED ON THE HIGHEST POINT OF BLACK MOUNTAIN,
 KL0634'A LOW, ROUND BRUSH COVERED HILL, AIRLINE, ABOUT 8 MILES SOUTH
 KL0634'OF FAIRPLAY, 7 MILES NORTH NORTHWEST OF THE ANTERO RESERVOIR,
 KL0634'AND 1.8 MILES WEST OF U.S. HIGHWAY 285.
 KL0634'
 KL0634'TO REACH FROM THE U.S. POST OFFICE IN FAIRPLAY, GO SOUTH FOR
 KL0634'0.4 MILE TO THE JUNCTION OF U.S. HIGHWAY 285 AND STATE HIGHWAY
 KL0634'9.  TURN RIGHT ON U.S. HIGHWAY 285, SOUTH, AND GO 8.0 MILES
 KL0634'TO A RANCH ROAD ON THE RIGHT, WEST, AT A CATTLE GUARD.  TURN
 KL0634'RIGHT AS PER SIGN NEUKIRCH RANCH AND GO 0.8 MILE TO THE
 KL0634'RANCH AND THE END OF TRUCK TRAVEL.  FROM THE WEST SIDE OF THE
 KL0634'HOUSE PACK WESTERLY UP THE HILL TO THE HIGHEST POINT AND THE
 KL0634'STATION.  TIME OF PACK IS ONE HOUR.
 KL0634'
 KL0634'STATION MARK, STAMPED BLACK MTN 1951, IS A STANDARD DISK
 KL0634'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 KL0634'3 INCHES.  IT IS 15 FEET SOUTH OF 2 TRIANGLE BLAZED TREES.
 KL0634'
 KL0634'REFERENCE MARK NUMBER 1, STAMPED BLACK MTN NO 1 1951, IS A
 KL0634'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 KL0634'THAT PROJECTS 4 INCHES AND IS AT THE SAME ELEVATION AS THE
 KL0634'STATION.
 KL0634'
 KL0634'REFERENCE MARK NUMBER 2, STAMPED BLACK MTN NO 2 1951, IS A
 KL0634'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 2-1/2 BY 3-1/2
 KL0634'FOOT BOULDER THAT PROJECTS 5 INCHES AND IS 2-1/2 FEET LOWER
 KL0634'IN ELEVATION THAN THE STATION.
 KL0634'
 KL0634'AZIMUTH MARK, STAMPED BLACK MTN 1951, IS A STANDARD DISK
 KL0634'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 KL0634'4 INCHES.  TO REACH FROM THE ENTRANCE TO THE NEUKIRCH RANCH
 KL0634'ON U.S. HIGHWAY 285, GO NORTH ON THE HIGHWAY TOWARDS FAIRPLAY
 KL0634'FOR 3.2 MILES TO A SIDE ROAD ON THE LEFT AT A CATTLE GUARD.
 KL0634'TURN LEFT ON THE SIDE ROAD AND GO 4.7 MILES TO A SIDE ROAD
 KL0634'ON THE RIGHT JUST AFTER CROSSING A CATTLE GUARD.  TURNRIGHT,
 KL0634'UP HILL, IN AN OPEN FIELD ON A ROCKY SWITCHBACK ROAD, AND
 KL0634'GO 1.1 MILES TO THE AZIMUTH MARK ON THE RIGHT AT A 2 FOOT
 KL0634'CAIRN.  IT IS 13 FEET NORTH OF THE CENTERLINE OF THE ROAD
 KL0634'AND 2-1/2 FEET SOUTHEAST OF THE CAIRN.
 KL0634'
 KL0634'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 KL0634
 KL0634                          STATION RECOVERY (1954)
 KL0634
 KL0634'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 KL0634'STATION MARK--STANDARD BRONZE TABLET, CEMENTED IN DRILL HOLES IN
 KL0634'OUTCROPPING BEDROCK THAT PROJECTS 3 IN., STAMPED ---BLACK MTN.
 KL0634'1951---.
 KL0634
 KL0634                          STATION RECOVERY (1973)
 KL0634
 KL0634'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (AHB)
 KL0634'RECOVERED BY DEPT OF CIVIL ENGINEER CO ST. UNIV.
 KL0634'
 KL0634'R.M. 1-ON A LOOSE ROCK-EASILY DISTURBED
 KL0634'
 KL0634'TRIANGULATION STA-OK
 KL0634'
 KL0634'R.M. 1 NEEDS RELOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1313 ***********************************************************************
 JK1313  DESIGNATION -  BLACK MTN 2
 JK1313  PID         -  JK1313
 JK1313  STATE/COUNTY-  CO/PARK
 JK1313  USGS QUAD   -  BLACK MOUNTAIN (1994)
 JK1313
 JK1313                         *CURRENT SURVEY CONTROL
 JK1313  ___________________________________________________________________
 JK1313* NAD 83(1992)-  38 43 06.62201(N)    105 41 14.54060(W)     ADJUSTED  
 JK1313* NAVD 88     -      3550.5    (meters)   11649.     (feet)  VERTCON   
 JK1313  ___________________________________________________________________
 JK1313  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 JK1313  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 JK1313
 JK1313  HORZ ORDER  -  FIRST
 JK1313
 JK1313.The horizontal coordinates were established by classical geodetic methods
 JK1313.and adjusted by the National Geodetic Survey in January 1993..
 JK1313
 JK1313.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1313
 JK1313.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1313
 JK1313.The geoid height was determined by GEOID03.
 JK1313
 JK1313;                    North         East     Units Scale Factor Converg.
 JK1313;SPC CO C     -   403,077.878   898,107.010   MT  0.99995806   -0 07 05.4
 JK1313;SPC CO C     - 1,322,431.34  2,946,539.42   sFT  0.99995806   -0 07 05.4
 JK1313;UTM  13      - 4,285,763.871   440,243.785   MT  0.99964397   -0 25 47.9
 JK1313
 JK1313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1313!SPC CO C     -   0.99944545  x   0.99995806  =   0.99940353
 JK1313!UTM  13      -   0.99944545  x   0.99964397  =   0.99908962
 JK1313
 JK1313|---------------------------------------------------------------------|
 JK1313| PID    Reference Object                     Distance      Geod. Az  |
 JK1313|                                                           dddmmss.s |
 JK1313| CM8444 BLACK MOUNTAIN RM 1                   7.928 METERS 01548     |
 JK1313| CM8445 BLACK MOUNTAIN RM 2                   2.284 METERS 11728     |
 JK1313| JK1312 DEAD                                APPROX.13.8 KM 1592538.7 |
 JK1313| CM8443 BLACK MOUNTAIN AZ MK                               3585531.8 |
 JK1313|---------------------------------------------------------------------|
 JK1313
 JK1313                          SUPERSEDED SURVEY CONTROL
 JK1313
 JK1313  NAD 83(1986)-  38 43 06.61378(N)    105 41 14.54350(W) AD(       ) 1
 JK1313  NAD 27      -  38 43 06.63200(N)    105 41 12.54800(W) AD(       ) 1
 JK1313  NGVD 29 (07/19/86) 3548.9    (m)        11643.     (f) VERT ANG       
 JK1313
 JK1313.Superseded values are not recommended for survey control.
 JK1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1313.See file dsdata.txt to determine how the superseded data were derived.
 JK1313
 JK1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC4024485764(NAD 83)
 JK1313_MARKER: DD = SURVEY DISK
 JK1313_SETTING: 0 = UNSPECIFIED SETTING
 JK1313
 JK1313  HISTORY     - Date     Condition        Report By
 JK1313  HISTORY     - 1957     MONUMENTED       USGS
 JK1313
 JK1313                          STATION DESCRIPTION
 JK1313
 JK1313'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 JK1313'NGS STATION ---BLACK MOUNTAIN---
 JK1313'WAS FOUND DESTROYED.  REFERENCE MARKS RECOVERED IN
 JK1313'GOOD CONDITION.  A NEW USGS STATION MARK WAS SET IN EXACTLY THE
 JK1313'SAME POSITION AS THE OLD MARK IN 1957.
 JK1313'
 JK1313'NEW DESCRIPTION--STATION IS LOCATED ABOUT 19.6 MI. NE. OF SALIDA,
 JK1313'COLORADO, ABOUT 8 MI. WSW. OF GUFFEY, COLORADO, ON THE NE. AND
 JK1313'HIGHEST POINT OF BLACK MOUNTAIN, 9 FT. W. OF E. BLUFF OF MOUNTAIN,
 JK1313'AND IN T 15 S, R 74 W.  STATION REACHED VIA HELICOPTER.
 JK1313'
 JK1313'STATION MARK--STANDARD USGS TABLET, STAMPED ---BLACK MTN. 2 1957---,
 JK1313'SET IN THE TOP OF A STONE SET FLUSH WITH THE GROUND.
 JK1313'
 JK1313'REFERENCE MARK NO. 1--STANDARD USC AND GS DISK, STAMPED ---R.M. 1---,
 JK1313'LOCATED 26.01 FT. (SLOPE) NE. OF AND LOWER THAN STATION,
 JK1313'S 15 DEG 12 MIN W.
 JK1313'
 JK1313'REFERENCE MARK NO. 2--STANDARD USC AND GS DISK, STAMPED ---R.M. 2---,
 JK1313'LOCATED 7.25 FT. (SLOPE) SE. OF STATION, N 61 DEG 29 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1644 ***********************************************************************
 KK1644  DESIGNATION -  BLACK RESET
 KK1644  PID         -  KK1644
 KK1644  STATE/COUNTY-  CO/EL PASO
 KK1644  USGS QUAD   -  EASTONVILLE (1975)
 KK1644
 KK1644                         *CURRENT SURVEY CONTROL
 KK1644  ___________________________________________________________________
 KK1644* NAD 83(1992)-  39 00 11.63615(N)    104 36 27.81332(W)     ADJUSTED  
 KK1644* NAVD 88     -      2230.5    (meters)    7318.     (feet)  GPS OBS   
 KK1644  ___________________________________________________________________
 KK1644  X           -  -1,252,127.143 (meters)                     COMP
 KK1644  Y           -  -4,804,334.240 (meters)                     COMP
 KK1644  Z           -   3,993,988.645 (meters)                     COMP
 KK1644  LAPLACE CORR-          -8.27  (seconds)                    DEFLEC99
 KK1644  ELLIP HEIGHT-        2212.97  (meters)          (12/03/02) GPS OBS
 KK1644  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 KK1644
 KK1644  HORZ ORDER  -  FIRST
 KK1644  ELLP ORDER  -  FOURTH    CLASS II
 KK1644
 KK1644.The horizontal coordinates were established by GPS observations
 KK1644.and adjusted by the National Geodetic Survey in October 1997..
 KK1644
 KK1644.The orthometric height was determined by GPS observations and a
 KK1644.high-resolution geoid model.
 KK1644
 KK1644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK1644
 KK1644.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1644
 KK1644.The ellipsoidal height was determined by GPS observations
 KK1644.and is referenced to NAD 83.
 KK1644
 KK1644.The geoid height was determined by GEOID03.
 KK1644
 KK1644;                    North         East     Units Scale Factor Converg.
 KK1644;SPC CO C     -   435,047.153   991,686.723   MT  0.99993736   +0 33 45.9
 KK1644;SPC CO C     - 1,427,317.20  3,253,558.86   sFT  0.99993736   +0 33 45.9
 KK1644;UTM  13      - 4,317,208.451   533,966.210   MT  0.99961421   +0 14 48.8
 KK1644
 KK1644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1644!SPC CO C     -   0.99965291  x   0.99993736  =   0.99959030
 KK1644!UTM  13      -   0.99965291  x   0.99961421  =   0.99926726
 KK1644
 KK1644|---------------------------------------------------------------------|
 KK1644| PID    Reference Object                     Distance      Geod. Az  |
 KK1644|                                                           dddmmss.s |
 KK1644| CP7470 BLACK RM 1                           19.193 METERS 10942     |
 KK1644| CP7469 BLACK AZ MK                                        1800945.5 |
 KK1644| CP7471 BLACK RM 2                           10.798 METERS 18213     |
 KK1644|---------------------------------------------------------------------|
 KK1644
 KK1644                          SUPERSEDED SURVEY CONTROL
 KK1644
 KK1644  ELLIP H (10/31/97) 2212.98   (m)                       GP(       ) 4 1
 KK1644  NAD 83(1992)-  39 00 11.64029(N)    104 36 27.81468(W) AD(       ) 2
 KK1644  NAD 83(1986)-  39 00 11.63194(N)    104 36 27.80999(W) AD(       ) 2
 KK1644  NAD 27      -  39 00 11.65800(N)    104 36 25.91600(W) AD(       ) 2
 KK1644  NGVD 29 (07/19/86) 2229.39   (m)         7314.3    (f) LEVELING    3  
 KK1644
 KK1644.Superseded values are not recommended for survey control.
 KK1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1644.See file dsdata.txt to determine how the superseded data were derived.
 KK1644
 KK1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED3396617208(NAD 83)
 KK1644_MARKER: DH = HORIZONTAL CONTROL DISK
 KK1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1644_SP_SET: SET INTO TOP OF CONCRETE POST
 KK1644_STAMPING: BLACK 1953 1979
 KK1644_MARK LOGO: NGS   
 KK1644_PROJECTION: PROJECTING 2 CENTIMETERS
 KK1644_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK1644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1644+STABILITY: SURFACE MOTION
 KK1644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1644+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2004
 KK1644
 KK1644  HISTORY     - Date     Condition        Report By
 KK1644  HISTORY     - 1979     MONUMENTED       NGS
 KK1644  HISTORY     - 19970121 GOOD             CODOT
 KK1644  HISTORY     - 20040226 GOOD             CLSI
 KK1644
 KK1644                          STATION DESCRIPTION
 KK1644
 KK1644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 KK1644'STATION SURFACE MARK AND REFERENCE MARK NUMBER 1 WERE RECOVERED, THEY
 KK1644'HAD BEEN HIT AND OUT OF POSITION.  STATION SUB-SURFACE MARK, REFERENCE
 KK1644'MARK NUMBER 2 AND AZIMUTH MARK WERE IN GOOD CONDITION.  A NEW STATION
 KK1644'SURFACE MARK WAS SET AND A REFERENCE MARK 3 WAS ESTABLISHED AT THIS
 KK1644'TIME.  DISTANCE AND DIRECTION TO REFERENCE MARK 2 COMPARED FAVORABLY
 KK1644'WITH PREVIOUS DATA.
 KK1644'
 KK1644'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 24 AND MERADIAN
 KK1644'ROAD IN FALCON.  GO NORTHERLY ON MERADIAN ROAD FOR 3.95 MILES TO THE
 KK1644'AZIMUTH MARK ON THE LEFT, CONTINUE AHEAD ON ROAD FOR 0.25 MILE TO REX
 KK1644'ROAD ON LEFT, CONTINUE AHEAD ON ROAD FOR 0.85 MILE TO STATION ON LEFT.
 KK1644'
 KK1644'STATION SURFACE MARK IS A STANDARD DISK, STAMPED---BLACK 1953
 KK1644'1979--- SET IN TOP OF A ROUND CONCRETE MONUMENT PROJECTING 1
 KK1644'INCH.  STATION SUB-SURFACE MARK IS A STANDARD DISK, STAMPED---BLACK
 KK1644'1953--- SET IN TOP OF AN IRREGULAR MASS OF CONCRETE.  MARK IS 30
 KK1644'FEET WEST OF CENTER OF MERADIAN ROAD, 5.8 FEET NORTH-NORTHEAST OF A
 KK1644'METAL WITNESS POST, 4.6 FEET SOUTH-SOUTHEAST OF AN UNDER GROUND CABLE
 KK1644'POST WITH SIGN, 2 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 KK1644'
 KK1644'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---BLACK NO 2 1953---
 KK1644'SET IN TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES, 31 FEET
 KK1644'WEST OF CENTER OF THE ROAD, 1 FOOT EAST OF THE FENCE.
 KK1644'
 KK1644'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---BLACK 1953 NO 3
 KK1644'1979--- SET IN TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 8 INCHES,
 KK1644'31 FEET EAST OF CENTER OF THE ROAD, 6 INCHES EAST OF A NORTH-SOUTH
 KK1644'FENCE.
 KK1644'
 KK1644'AZIMUTH MARK IS A STANDARD DISK, STAMPED---BLACK 1953--- SET IN TOP
 KK1644'OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES, 35 FEET WEST OF
 KK1644'CENTER OF MERADIAN ROAD, 3 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 KK1644
 KK1644                          STATION RECOVERY (1997)
 KK1644
 KK1644'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 KK1644'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST-SOUTHWEST OF
 KK1644'PEYTON, 5 MI (8.0 KM) NORTH OF FALCON AND ON THE WESTERN RIGHT-OF-WAY
 KK1644'OF MERIDIAN ROAD ON A SMALL RISE, IN THE SOUTHEAST 1/4 OF SECTION 13,
 KK1644'T 12 S, R 65 W.  OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY  TO REACH THE
 KK1644'STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY 24 AND MERIDIAN ROAD
 KK1644'IN FALCON, GO NORTH ON MERIDIAN ROAD FOR 3.95 MI (6.36 KM) TO THE
 KK1644'AZIMUTH MARK ON THE LEFT, CONTINUE AHEAD, NORTH, ON MERIDIAN ROAD FOR
 KK1644'0.25 MI (0.40 KM) TO A SIDE ROAD LEFT, REX ROAD. CONTINUE AHEAD,
 KK1644'NORTH, ON MERIDIAN ROAD FOR 0.85 MI (1.37 KM) TO THE STATION ON THE
 KK1644'LEFT ON A SMALL RISE  THE MARK IS A STANDARD DISK SET IN THE TOP OF A
 KK1644'20 CM ROUND CONCRETE POST, PROJECTING 30 CM ABOVE THE GROUND.  IT IS
 KK1644'14.5 M (47.6 FT) NORTHEAST FROM A POWER POLE, 9.25 M (30.35 FT) WEST
 KK1644'FROM THE CENTER LINE OF MERIDIAN ROAD, 0.8 M (2.6 FT) NORTH FROM A
 KK1644'WITNESS POST, 0.75 M (2.46 FT) EAST FROM THE RIGHT-OF-WAY FENCE AND
 KK1644'METAL WITNESS POST, 0.55 M (1.80 FT) EAST FROM A WITNESS POST AND
 KK1644'ABOUT 1 M (3.3 FT) ABOVE THE ROAD.  REFERANCE MARKS NUMBER 2 AND 3
 KK1644'WERE RECOVERED AT THIS TIME.
 KK1644
 KK1644                          STATION RECOVERY (2004)
 KK1644
 KK1644'RECOVERY NOTE BY CLARK LAND SURVEYING INCORPORATED 2004 (MSJ)
 KK1644'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0663 ***********************************************************************
 JL0663  DESIGNATION -  BLACK SAGE
 JL0663  PID         -  JL0663
 JL0663  STATE/COUNTY-  CO/GUNNISON
 JL0663  USGS QUAD   -  WHITEPINE (1982)
 JL0663
 JL0663                         *CURRENT SURVEY CONTROL
 JL0663  ___________________________________________________________________
 JL0663* NAD 83(1992)-  38 30 23.97893(N)    106 27 01.72375(W)     ADJUSTED  
 JL0663* NAVD 88     -      3162.1    (meters)   10374.     (feet)  VERTCON   
 JL0663  ___________________________________________________________________
 JL0663  LAPLACE CORR-           2.44  (seconds)                    DEFLEC99
 JL0663  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 JL0663
 JL0663  HORZ ORDER  -  THIRD
 JL0663
 JL0663.The horizontal coordinates were established by classical geodetic methods
 JL0663.and adjusted by the National Geodetic Survey in January 1993..
 JL0663
 JL0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0663
 JL0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0663
 JL0663.The geoid height was determined by GEOID03.
 JL0663
 JL0663;                    North         East     Units Scale Factor Converg.
 JL0663;SPC CO C     -   379,978.864   831,498.964   MT  0.99998934   -0 35 58.0
 JL0663;SPC CO C     - 1,246,647.32  2,728,009.52   sFT  0.99998934   -0 35 58.0
 JL0663;SPC CO S     -   509,440.409   831,496.821   MT  1.00001421   -0 34 58.8
 JL0663;SPC CO S     - 1,671,389.08  2,728,002.49   sFT  1.00001421   -0 34 58.8
 JL0663;UTM  13      - 4,263,029.330   373,529.912   MT  0.99979697   -0 54 11.5
 JL0663
 JL0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0663!SPC CO C     -   0.99950632  x   0.99998934  =   0.99949567
 JL0663!SPC CO S     -   0.99950632  x   1.00001421  =   0.99952052
 JL0663!UTM  13      -   0.99950632  x   0.99979697  =   0.99930339
 JL0663
 JL0663:                Primary Azimuth Mark                     Grid Az
 JL0663:SPC CO C     -  QUARTZ                                   270 54 02.0
 JL0663:SPC CO S     -  QUARTZ                                   270 53 02.8
 JL0663:UTM  13      -  QUARTZ                                   271 12 15.5
 JL0663
 JL0663|---------------------------------------------------------------------|
 JL0663| PID    Reference Object                     Distance      Geod. Az  |
 JL0663|                                                           dddmmss.s |
 JL0663| JL0709 QUARTZ                              APPROX.20.0 KM 2701804.0 |
 JL0663|---------------------------------------------------------------------|
 JL0663
 JL0663                          SUPERSEDED SURVEY CONTROL
 JL0663
 JL0663  NAD 83(1986)-  38 30 23.97970(N)    106 27 01.73360(W) AD(       ) 3
 JL0663  NAD 27      -  38 30 24.02100(N)    106 26 59.63387(W) AD(       ) 3
 JL0663  NGVD 29 (07/19/86) 3160.3    (m)        10368.     (f) VERT ANG       
 JL0663
 JL0663.Superseded values are not recommended for survey control.
 JL0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0663.See file dsdata.txt to determine how the superseded data were derived.
 JL0663
 JL0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC7353063029(NAD 83)
 JL0663_MARKER: X = CHISELED CROSS
 JL0663_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JL0663_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JL0663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JL0663
 JL0663  HISTORY     - Date     Condition        Report By
 JL0663  HISTORY     - 1959     MONUMENTED       USGS
 JL0663  HISTORY     - 1962     GOOD             USFS
 JL0663
 JL0663                          STATION DESCRIPTION
 JL0663
 JL0663'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 JL0663'STATION LOCATED ABOUT 2 MI. AIRLINE N. OF BLACK SAGE PASS, ON A
 JL0663'LOW POINT OF A SHARP N-S. RIDGE THAT DIVIDES HOT SPRINGS AND
 JL0663'TOMICHI CREEKS.
 JL0663'
 JL0663'TO REACH FROM WAUNITA HOT SPRINGS, GO SE. ALONG DIRT RD. UP BLACK
 JL0663'SAGE PASS 3.4 MI. TO SMALL DRAIN CROSSING, THENCE ABOUT 0.5 MI. E.
 JL0663'ALONG N. SIDE OF THE DRAIN UP AN OLD LOGGING TRAIL TO END OF TRAIL,
 JL0663'PACK E. THROUGH TIMBER AND UP RIDGE FOR ABOUT 15 MINUTES TO A ROCKY
 JL0663'POINT AND STATION SITE.
 JL0663
 JL0663                          STATION RECOVERY (1962)
 JL0663
 JL0663'RECOVERY NOTE BY US FOREST SERVICE 1962 (HDM)
 JL0663'RECOVERED AND STAMPED ---USGS BLACK SAGE 1959---.
 JL0663'
 JL0663'STATION MARK--CHISELED CROSS IN TOP OF 3/4 IN. IRON PIPE, DRIVEN
 JL0663'TO WITHIN 0.2 FT. OF GROUND.
 JL0663'
 JL0663'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1202 ***********************************************************************
 JK1202  DESIGNATION -  BLACK TANK
 JK1202  PID         -  JK1202
 JK1202  STATE/COUNTY-  CO/EL PASO
 JK1202  USGS QUAD   -  PIKEVIEW (1994)
 JK1202
 JK1202                         *CURRENT SURVEY CONTROL
 JK1202  ___________________________________________________________________
 JK1202* NAD 83(1992)-  38 52 44.25430(N)    104 49 14.35004(W)     ADJUSTED  
 JK1202* NAVD 88     -      1921.     (meters)    6302.     (feet)  VERTCON   
 JK1202  ___________________________________________________________________
 JK1202  LAPLACE CORR-         -14.17  (seconds)                    DEFLEC99
 JK1202  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 JK1202
 JK1202  HORZ ORDER  -  THIRD
 JK1202
 JK1202.The horizontal coordinates were established by classical geodetic methods
 JK1202.and adjusted by the National Geodetic Survey in January 1993..
 JK1202
 JK1202.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1202
 JK1202.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1202
 JK1202.The geoid height was determined by GEOID03.
 JK1202
 JK1202;                    North         East     Units Scale Factor Converg.
 JK1202;SPC CO C     -   421,092.780   973,347.482   MT  0.99994338   +0 25 42.4
 JK1202;SPC CO C     - 1,381,535.23  3,193,390.86   sFT  0.99994338   +0 25 42.4
 JK1202;UTM  13      - 4,303,360.014   515,556.420   MT  0.99960298   +0 06 45.3
 JK1202
 JK1202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1202!SPC CO C     -   0.99970131  x   0.99994338  =   0.99964471
 JK1202!UTM  13      -   0.99970131  x   0.99960298  =   0.99930441
 JK1202
 JK1202                          SUPERSEDED SURVEY CONTROL
 JK1202
 JK1202  NAD 83(1986)-  38 52 44.24533(N)    104 49 14.34623(W) AD(       ) 4
 JK1202  NAD 27      -  38 52 44.26668(N)    104 49 12.42650(W) AD(       ) 3
 JK1202  NGVD 29 (07/19/86) 1920.     (m)         6299.     (f) VERT ANG       
 JK1202
 JK1202.Superseded values are not recommended for survey control.
 JK1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1202.See file dsdata.txt to determine how the superseded data were derived.
 JK1202
 JK1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED1555603360(NAD 83)
 JK1202_MARKER: 51 = TANK
 JK1202
 JK1202  HISTORY     - Date     Condition        Report By
 JK1202  HISTORY     - 1947     FIRST OBSERVED   USGS
 JK1202  HISTORY     - 20040819 MARK NOT FOUND   USPSQD
 JK1202
 JK1202                          STATION DESCRIPTION
 JK1202
 JK1202'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JK1202'STATION IS LOCATED 3.2 MI. N. OF THE COLORADO SPRINGS POST OFFICE
 JK1202'ALONG U.S. HIGHWAY 85.
 JK1202'
 JK1202'STATION MARK--A BLACK WATER TANK SERVING ALEXANDER FILM COMPANY.
 JK1202'BLACK TANK PAINTED ---ALEXANDER FILM CO. ALEXITE---.
 JK1202'
 JK1202'REFERENCE MARKS--NONE.
 JK1202
 JK1202                          STATION RECOVERY (2004)
 JK1202
 JK1202'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLM)
 JK1202'BLACK TANK NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1922 ***********************************************************************
 KK1922  DESIGNATION -  BLACKHAWK
 KK1922  PID         -  KK1922
 KK1922  STATE/COUNTY-  CO/GILPIN
 KK1922  USGS QUAD   -  BLACK HAWK (1963)
 KK1922
 KK1922                         *CURRENT SURVEY CONTROL
 KK1922  ___________________________________________________________________
 KK1922* NAD 83(1992)-  39 47 28.57965(N)    105 29 08.63816(W)     ADJUSTED  
 KK1922* NAVD 88     -      2686.1    (meters)    8813.     (feet)  VERTCON   
 KK1922  ___________________________________________________________________
 KK1922  LAPLACE CORR-         -13.33  (seconds)                    DEFLEC99
 KK1922  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 KK1922
 KK1922  HORZ ORDER  -  THIRD
 KK1922
 KK1922.The horizontal coordinates were established by classical geodetic methods
 KK1922.and adjusted by the National Geodetic Survey in January 1993..
 KK1922
 KK1922.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1922
 KK1922.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1922
 KK1922.The geoid height was determined by GEOID03.
 KK1922
 KK1922;                    North         East     Units Scale Factor Converg.
 KK1922;SPC CO N     -   355,645.510   915,623.846   MT  0.99998880   +0 00 33.2
 KK1922;SPC CO N     - 1,166,813.64  3,004,009.23   sFT  0.99998880   +0 00 33.2
 KK1922;UTM  13      - 4,404,703.707   458,411.935   MT  0.99962129   -0 18 39.1
 KK1922
 KK1922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1922!SPC CO N     -   0.99958089  x   0.99998880  =   0.99956969
 KK1922!UTM  13      -   0.99958089  x   0.99962129  =   0.99920234
 KK1922
 KK1922:                Primary Azimuth Mark                     Grid Az
 KK1922:SPC CO N     -  MARYLAND                                 323 57 53.4
 KK1922:UTM  13      -  MARYLAND                                 324 17 05.7
 KK1922
 KK1922|---------------------------------------------------------------------|
 KK1922| PID    Reference Object                     Distance      Geod. Az  |
 KK1922|                                                           dddmmss.s |
 KK1922| KK2011 MARYLAND                            APPROX. 2.9 KM 3235826.6 |
 KK1922|---------------------------------------------------------------------|
 KK1922
 KK1922                          SUPERSEDED SURVEY CONTROL
 KK1922
 KK1922  NAD 83(1986)-  39 47 28.57788(N)    105 29 08.63636(W) AD(       ) 3
 KK1922  NAD 27      -  39 47 28.62109(N)    105 29 06.65416(W) AD(       ) 3
 KK1922  NGVD 29 (07/19/86) 2684.7    (m)         8808.     (f) VERT ANG       
 KK1922
 KK1922.Superseded values are not recommended for survey control.
 KK1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1922.See file dsdata.txt to determine how the superseded data were derived.
 KK1922
 KK1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE5841204704(NAD 83)
 KK1922_MARKER: DD = SURVEY DISK
 KK1922_SETTING: 66 = SET IN ROCK OUTCROP
 KK1922_SP_SET: SET IN ROCK OUTCROP
 KK1922_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1922+STABILITY: POSITION/ELEVATION WELL
 KK1922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1922+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2005
 KK1922
 KK1922  HISTORY     - Date     Condition        Report By
 KK1922  HISTORY     - 1904     MONUMENTED       USGS
 KK1922  HISTORY     - 20050110 GOOD             GEOCAC
 KK1922
 KK1922                          STATION DESCRIPTION
 KK1922
 KK1922'DESCRIBED BY US GEOLOGICAL SURVEY 1904
 KK1922'STATION IS LOCATED ON A BARE HILL SUMMIT ABOVE (S. OF) BLACKHAWK.
 KK1922'
 KK1922'STATION MARK--A BRONZE TRIANGULATION TABLET CEMENTED IN SOLID ROCK
 KK1922'AND SURROUNDED BY A CAIRN.
 KK1922'
 KK1922'REFERENCE MARKS--NONE.
 KK1922
 KK1922                          STATION RECOVERY (2005)
 KK1922
 KK1922'RECOVERY NOTE BY GEOCACHING 2005 (ARH)
 KK1922'STATION RECOVERED IN GOOD CONDITION.  HILL SUMMIT WAS ACCESSED FROM
 KK1922'THE END OF MINER'S MESA RD IN BLACK HAWK.  CAIRN HAD BEEN REMOVED
 KK1922'LEAVING THE STATION MARK EXPOSED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0662 ***********************************************************************
 HL0662  DESIGNATION -  BLACKHAWK
 HL0662  PID         -  HL0662
 HL0662  STATE/COUNTY-  CO/DOLORES
 HL0662  USGS QUAD   -  HERMOSA PEAK (1975)
 HL0662
 HL0662                         *CURRENT SURVEY CONTROL
 HL0662  ___________________________________________________________________
 HL0662* NAD 83(1992)-  37 41 07.42796(N)    107 59 14.88148(W)     ADJUSTED  
 HL0662* NAVD 88     -      3866.8    (meters)   12686.     (feet)  VERTCON   
 HL0662  ___________________________________________________________________
 HL0662  LAPLACE CORR-           6.73  (seconds)                    DEFLEC99
 HL0662  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 HL0662
 HL0662  HORZ ORDER  -  THIRD
 HL0662
 HL0662.The horizontal coordinates were established by classical geodetic methods
 HL0662.and adjusted by the National Geodetic Survey in January 1993..
 HL0662
 HL0662.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0662
 HL0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0662
 HL0662.The geoid height was determined by GEOID03.
 HL0662
 HL0662;                    North         East     Units Scale Factor Converg.
 HL0662;SPC CO S     -   420,784.008   695,028.597   MT  0.99994875   -1 31 32.7
 HL0662;SPC CO S     - 1,380,522.20  2,280,272.99   sFT  0.99994875   -1 31 32.7
 HL0662;UTM  13      - 4,175,110.801   236,561.397   MT  1.00045490   -1 49 38.5
 HL0662;UTM  12      - 4,175,181.633   765,649.457   MT  1.00046931   +1 50 33.8
 HL0662
 HL0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0662!SPC CO S     -   0.99939618  x   0.99994875  =   0.99934496
 HL0662!UTM  13      -   0.99939618  x   1.00045490  =   0.99985081
 HL0662!UTM  12      -   0.99939618  x   1.00046931  =   0.99986521
 HL0662
 HL0662                          SUPERSEDED SURVEY CONTROL
 HL0662
 HL0662  NAD 83(1986)-  37 41 07.42759(N)    107 59 14.88112(W) AD(       ) 3
 HL0662  NGVD 29 (11/25/91) 3865.2    (m)        12681.     (f) VERT ANG       
 HL0662
 HL0662.Superseded values are not recommended for survey control.
 HL0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0662.See file dsdata.txt to determine how the superseded data were derived.
 HL0662
 HL0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB3656175111(NAD 83)
 HL0662_MARKER: DD = SURVEY DISK
 HL0662_SETTING: 66 = SET IN ROCK OUTCROP
 HL0662_SP_SET: SET IN BEDROCK
 HL0662_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0662+STABILITY: POSITION/ELEVATION WELL
 HL0662
 HL0662  HISTORY     - Date     Condition        Report By
 HL0662  HISTORY     - 1957     MONUMENTED       USGS
 HL0662
 HL0662                          STATION DESCRIPTION
 HL0662
 HL0662'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 HL0662'STATION IS LOCATED IN AIRLINE, APPROXIMATELY 3 MI. E. OF RICO ON
 HL0662'SUMMIT OF E. AND HIGHEST TOP OF BLACKHAWK MTN., WHICH IS A PROMINENT
 HL0662'PEAK IMMEDIATELY E. AND OVERLOOKING THE TOWN OF RICO, COLORADO.
 HL0662'
 HL0662'STATION MARK--STANDARD ALUMINUM TABLET SET FLUSH IN BEDROCK, STAMPED
 HL0662'---BLACKHAWK 1957---.
 HL0662'
 HL0662'REFERENCE MARKS--NONE SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4288 ***********************************************************************
 AE4288  DESIGNATION -  BLACKROSE
 AE4288  PID         -  AE4288
 AE4288  STATE/COUNTY-  CO/EL PASO
 AE4288  USGS QUAD   -  FALCON NW (1994)
 AE4288
 AE4288                         *CURRENT SURVEY CONTROL
 AE4288  ___________________________________________________________________
 AE4288* NAD 83(1992)-  38 59 54.33339(N)    104 42 46.49164(W)     ADJUSTED  
 AE4288* NAVD 88     -      2225.4    (meters)    7301.     (feet)  GPS OBS   
 AE4288  ___________________________________________________________________
 AE4288  X           -  -1,261,029.628 (meters)                     COMP
 AE4288  Y           -  -4,802,348.796 (meters)                     COMP
 AE4288  Z           -   3,993,570.919 (meters)                     COMP
 AE4288  LAPLACE CORR-          -7.20  (seconds)                    DEFLEC99
 AE4288  ELLIP HEIGHT-        2208.33  (meters)          (12/03/02) GPS OBS
 AE4288  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 AE4288
 AE4288  HORZ ORDER  -  FIRST
 AE4288  ELLP ORDER  -  FOURTH    CLASS II
 AE4288
 AE4288.The horizontal coordinates were established by GPS observations
 AE4288.and adjusted by the National Geodetic Survey in October 1997..
 AE4288
 AE4288.The orthometric height was determined by GPS observations and a
 AE4288.high-resolution geoid model.
 AE4288
 AE4288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4288
 AE4288.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4288
 AE4288.The ellipsoidal height was determined by GPS observations
 AE4288.and is referenced to NAD 83.
 AE4288
 AE4288.The geoid height was determined by GEOID03.
 AE4288
 AE4288;                    North         East     Units Scale Factor Converg.
 AE4288;SPC CO C     -   434,429.419   982,580.625   MT  0.99993751   +0 29 47.1
 AE4288;SPC CO C     - 1,425,290.52  3,223,683.27   sFT  0.99993751   +0 29 47.1
 AE4288;UTM  13      - 4,316,641.102   524,859.823   MT  0.99960761   +0 10 50.4
 AE4288
 AE4288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4288!SPC CO C     -   0.99965364  x   0.99993751  =   0.99959117
 AE4288!UTM  13      -   0.99965364  x   0.99960761  =   0.99926139
 AE4288
 AE4288                          SUPERSEDED SURVEY CONTROL
 AE4288
 AE4288  ELLIP H (10/31/97) 2208.28   (m)                       GP(       ) 4 1
 AE4288
 AE4288.Superseded values are not recommended for survey control.
 AE4288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4288.See file dsdata.txt to determine how the superseded data were derived.
 AE4288
 AE4288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED2486016641(NAD 83)
 AE4288_MARKER: DH = HORIZONTAL CONTROL DISK
 AE4288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4288_STAMPING: BLACKROSE 1996
 AE4288_MARK LOGO: NGS   
 AE4288_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE4288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4288+STABILITY: SURFACE MOTION
 AE4288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4288+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4288
 AE4288  HISTORY     - Date     Condition        Report By
 AE4288  HISTORY     - 1996     MONUMENTED       NGS
 AE4288
 AE4288                          STATION DESCRIPTION
 AE4288
 AE4288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE4288'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTHEAST OF MONUMENT,
 AE4288'7.5 MI (12.1 KM) NORTHWEST OF FALCON AND 6 MI (9.7 KM) NORTHEAST OF
 AE4288'THE SOUTHERN ENTRANCE TO THE AIR FORCE ACADEMY, IN THE SOUTHWEST 1/4
 AE4288'OF SECTION 18, T 12 S, R 65 W.  OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY
 AE4288'TO REACH THE STATION FROM THE INTERSECTION OF BLACK FOREST ROAD AND
 AE4288'BURGESS ROAD, GO WEST ON BURGESS ROAD FOR 0.85 MI (1.37 KM) TO A SIDE
 AE4288'ROAD RIGHT, COLUMBINE HILLS ROAD AND THE STATION ON THE RIGHT, IN THE
 AE4288'NORTHEAST CORNER OF THE INTERSECTION NEAR THE SHILOH PINES CHURCH OF
 AE4288'THE NAZARENE  THE MARK IS A STANDARD DISK SET IN THE TOP OF A 50 CM
 AE4288'ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 16.0 M (52.5 FT)
 AE4288'WEST FROM A GUY POLE NUMBER MVEA760, 11.4 M (37.4 FT) NORTH FROM THE
 AE4288'CENTER LINE OF BURGESS ROAD, 9.6 M (31.5 FT) EAST FROM THE CENTER OF
 AE4288'COLUMBINE HILLS ROAD, 4.5 M (14.8 FT) NORTHWEST FROM A TELEPHONE POLE
 AE4288'NUMBER 6140, 4.4 M (14.4 FT) NORTHWEST FROM THE TOP CENTER OF A
 AE4288'TELEPHONE RISER BOX NUMBER 6140 AND 0.75 M (2.46 FT) EAST FROM A
 AE4288'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0665 ***********************************************************************
 KL0665  DESIGNATION -  BLACKTAIL 2
 KL0665  PID         -  KL0665
 KL0665  STATE/COUNTY-  CO/ROUTT
 KL0665  USGS QUAD   -  MC COY (1972)
 KL0665
 KL0665                         *CURRENT SURVEY CONTROL
 KL0665  ___________________________________________________________________
 KL0665* NAD 83(1992)-  39 59 13.19030(N)    106 39 13.15377(W)     ADJUSTED  
 KL0665* NAVD 88     -      3187.9    (meters)   10459.     (feet)  VERTCON   
 KL0665  ___________________________________________________________________
 KL0665  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 KL0665  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 KL0665
 KL0665  HORZ ORDER  -  THIRD
 KL0665
 KL0665.The horizontal coordinates were established by classical geodetic methods
 KL0665.and adjusted by the National Geodetic Survey in January 1993..
 KL0665
 KL0665.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0665
 KL0665.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0665
 KL0665.The geoid height was determined by GEOID03.
 KL0665
 KL0665;                    North         East     Units Scale Factor Converg.
 KL0665;SPC CO N     -   378,017.699   815,874.189   MT  0.99996738   -0 44 43.5
 KL0665;SPC CO N     - 1,240,213.07  2,676,747.24   sFT  0.99996738   -0 44 43.5
 KL0665;UTM  13      - 4,427,623.527   358,814.381   MT  0.99984540   -1 03 46.2
 KL0665
 KL0665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0665!SPC CO N     -   0.99950214  x   0.99996738  =   0.99946954
 KL0665!UTM  13      -   0.99950214  x   0.99984540  =   0.99934762
 KL0665
 KL0665:                Primary Azimuth Mark                     Grid Az
 KL0665:SPC CO N     -  CORNER                                   283 50 22.1
 KL0665:UTM  13      -  CORNER                                   284 09 24.8
 KL0665
 KL0665|---------------------------------------------------------------------|
 KL0665| PID    Reference Object                     Distance      Geod. Az  |
 KL0665|                                                           dddmmss.s |
 KL0665| LM0605 CORNER                              APPROX. 9.8 KM 2830538.6 |
 KL0665|---------------------------------------------------------------------|
 KL0665
 KL0665                          SUPERSEDED SURVEY CONTROL
 KL0665
 KL0665  NAD 83(1986)-  39 59 13.19273(N)    106 39 13.16343(W) AD(       ) 3
 KL0665  NAD 27      -  39 59 13.24011(N)    106 39 11.01605(W) AD(       ) 3
 KL0665  NGVD 29 (07/19/86) 3186.4    (m)        10454.     (f) VERT ANG       
 KL0665
 KL0665.Superseded values are not recommended for survey control.
 KL0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0665.See file dsdata.txt to determine how the superseded data were derived.
 KL0665
 KL0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCE5881427624(NAD 83)
 KL0665_MARKER: DD = SURVEY DISK
 KL0665_SETTING: 0 = UNSPECIFIED SETTING
 KL0665_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0665
 KL0665  HISTORY     - Date     Condition        Report By
 KL0665  HISTORY     - 1955     MONUMENTED       USGS
 KL0665  HISTORY     - 1972     GOOD             USGS
 KL0665
 KL0665                          STATION DESCRIPTION
 KL0665
 KL0665'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KL0665'LOCATED ON BLACK MOUNTAIN, IN SEC. 11, T 1 S, R 83 W, ABOUT 5 MI. S.
 KL0665'AND 8 MI. E. OF TOPONAS, ON THE N. EDGE AND HIGHEST POINT OF TOP.
 KL0665'
 KL0665'TO REACH FROM MCCOY POST OFFICE, GO S. ON STATE HIGHWAY 131 1.5 MI.
 KL0665'TO RD. ON LEFT.  TURN LEFT (E.), FOLLOW RD. IN CANYON 4.1 MI. TO
 KL0665'RANCH.  GO THROUGH YARD AND TURN LEFT (N.) ON RD. ALONG W. SIDE OF
 KL0665'FENCE.  FOLLOW RD. N. AND E. 1.3 MI. TO GATE AND RD. FORK.  CONTINUE
 KL0665'STRAIGHT (NE.) 0.3 MI. TO GATE.  CONTINUE STRAIGHT (N.) 1.7 MI. TO
 KL0665'RD. FORK.  TAKE RIGHT FORK N., GO 0.4 MI. TO GATE.  CONTINUE STRAIGHT
 KL0665'(N.) 0.3 MI. TO RD. FORK, TAKE RIGHT FORK N., GO 1.6 MI. TO SADDLE
 KL0665'(END OF TRUCK TRAVEL).  TURN RIGHT (E.), GO UP STEEP HILL TO TOP AND
 KL0665'STATION (ABOUT A 5-MINUTE PACK).
 KL0665'
 KL0665'STATION MARK--STANDARD TABLET CEMENTED IN EMBEDDED ROCK, STAMPED
 KL0665'---BLACKTAIL NO. 2 1955---.
 KL0665'
 KL0665'REFERENCE MARK NO. 1--DRILL HOLE IN EMBEDDED ROCK, 13.1 FT. FROM
 KL0665'STATION MARK, N 59 DEG 45 MIN W.
 KL0665'
 KL0665'REFERENCE MARK NO. 2--DRILL HOLE IN EMBEDDED ROCK, 10.9 FT. FROM
 KL0665'STATION MARK, N 16 DEG 52 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0452 ***********************************************************************
 KJ0452  DESIGNATION -  BLACKWELL
 KJ0452  PID         -  KJ0452
 KJ0452  STATE/COUNTY-  CO/KIT CARSON
 KJ0452  USGS QUAD   -  SOUTH OF FLAGLER RESERVOIR (1979)
 KJ0452
 KJ0452                         *CURRENT SURVEY CONTROL
 KJ0452  ___________________________________________________________________
 KJ0452* NAD 83(1992)-  39 09 24.23595(N)    102 53 38.02496(W)     ADJUSTED  
 KJ0452* NAVD 88     -      1467.     (meters)    4813.     (feet)  SCALED    
 KJ0452  ___________________________________________________________________
 KJ0452  LAPLACE CORR-          -4.84  (seconds)                    DEFLEC99
 KJ0452  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 KJ0452
 KJ0452  HORZ ORDER  -  FIRST
 KJ0452
 KJ0452.The horizontal coordinates were established by classical geodetic methods
 KJ0452.and adjusted by the National Geodetic Survey in January 1993..
 KJ0452
 KJ0452.The orthometric height was scaled from a topographic map.
 KJ0452
 KJ0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0452
 KJ0452.The geoid height was determined by GEOID03.
 KJ0452
 KJ0452;                    North         East     Units Scale Factor Converg.
 KJ0452;SPC CO C     -   454,938.196 1,139,615.130   MT  0.99993638   +1 38 37.1
 KJ0452;SPC CO C     - 1,492,576.40  3,738,887.31   sFT  0.99993638   +1 38 37.1
 KJ0452;UTM  13      - 4,336,282.008   681,976.619   MT  1.00000777   +1 19 48.9
 KJ0452
 KJ0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0452!SPC CO C     -   0.99977338  x   0.99993638  =   0.99970977
 KJ0452!UTM  13      -   0.99977338  x   1.00000777  =   0.99978115
 KJ0452
 KJ0452:                Primary Azimuth Mark                     Grid Az
 KJ0452:SPC CO C     -  SEIBERT MUN WATER TANK                   006 55 22.3
 KJ0452:UTM  13      -  SEIBERT MUN WATER TANK                   007 14 10.5
 KJ0452
 KJ0452|---------------------------------------------------------------------|
 KJ0452| PID    Reference Object                     Distance      Geod. Az  |
 KJ0452|                                                           dddmmss.s |
 KJ0452| KJ0454 SEIBERT MUN WATER TANK              APPROX.16.2 KM 0083359.4 |
 KJ0452| CP7475 BLACKWELL RM 1                       23.138 METERS 01617     |
 KJ0452| CP7474 BLACKWELL AZ MK                                    0920822.4 |
 KJ0452| KJ0446 STRATTON MW MAST                    APPROX.27.7 KM 1000613.0 |
 KJ0452| CP7476 BLACKWELL RM 2                       21.626 METERS 25731     |
 KJ0452|---------------------------------------------------------------------|
 KJ0452
 KJ0452                          SUPERSEDED SURVEY CONTROL
 KJ0452
 KJ0452  NAD 83(1986)-  39 09 24.22961(N)    102 53 38.02153(W) AD(       ) 1
 KJ0452  NAD 27      -  39 09 24.24790(N)    102 53 36.27089(W) AD(       ) 1
 KJ0452
 KJ0452.Superseded values are not recommended for survey control.
 KJ0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0452.See file dsdata.txt to determine how the superseded data were derived.
 KJ0452
 KJ0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD8197736282(NAD 83)
 KJ0452_MARKER: DS = TRIANGULATION STATION DISK
 KJ0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0452_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KJ0452
 KJ0452  HISTORY     - Date     Condition        Report By
 KJ0452  HISTORY     - 1968     MONUMENTED       CGS
 KJ0452
 KJ0452                          STATION DESCRIPTION
 KJ0452
 KJ0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KJ0452'NO R.M. 1 TO R.M. 2 MEASUREMENTS DUE TANK BASE ON LINE.
 KJ0452'
 KJ0452'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 20, T. 10
 KJ0452'S., R. 49 W. AND ON THE PROPERTY OF MR. W.I. BLACKWELL.  IT IS ABOU
 KJ0452'19 MILES SOUTHWEST OF STRATTON, 13 MILES SOUTHEAST OF FLAGLER AND
 KJ0452'10 MILES SOUTH OF SEIBERT.
 KJ0452'
 KJ0452'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 70 AND
 KJ0452'STATE HIGHWAY 59, IN THE SOUTHWEST PART OF SEIBERT, GO SOUTH ON
 KJ0452'STATE HIGHWAY 59 FOR 9.45 MILES TO A CROSSROAD.  TURN RIGHT AND
 KJ0452'GO WEST ON THE GRAVELED ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON
 KJ0452'THE LEFT, SOUTH, SIDE OF THE ROAD.  CONTINUE WEST ON THE GRAVELED
 KJ0452'ROAD FOR 0.7 MILE TO THE STATION ON THE RIGHT, NORTH, SIDE OF
 KJ0452'THE ROAD.  THIS IS JUST BEFORE REACHING THE SUMMIT OF A LOW HILL
 KJ0452'AND JUST NORTH OF AN OLD WOODEN WINDMILL TOWER AND WOODEN BOX
 KJ0452'CAR LOCATED ON THE SOUTH SIDE OF THE ROAD.
 KJ0452'
 KJ0452'THE STATION MARK IS A STANDARD DISK STAMPED BLACKWELL 1968, SET
 KJ0452'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 KJ0452'ABOUT 1 FOOT BELOW THE GROUND SURFACE.  IT IS 60 FEET NORTH OF THE
 KJ0452'CENTER OF THE EAST-WEST GRAVELED ROAD, 45.5 FEET EAST OF A WATER
 KJ0452'WELL AND 21 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 KJ0452'
 KJ0452'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BLACKWELL NO 1 1968,
 KJ0452'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING
 KJ0452'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 132 FEET NORTH OF THE
 KJ0452'CENTER OF THE EAST-WEST GRAVELED ROAD, 97.5 FEET NORTHEAST OF THE
 KJ0452'WATER WELL AND 1.8 FEET WEST OF THE NORTH-SOUTH FENCE LINE.
 KJ0452'
 KJ0452'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BLACKWELL NO 2 1968,
 KJ0452'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING
 KJ0452'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 45 FEET NORTH OF THE
 KJ0452'CENTER OF THE EAST-WEST GRAVELED ROAD, 29.6 FEET SOUTHWEST OF THE
 KJ0452'WATER WELL AND 22 FEET EAST OF THE CENTER OF THE FIELD ENTRANCE
 KJ0452'ROAD.
 KJ0452'
 KJ0452'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BLACKWELL 1968, SET
 KJ0452'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING
 KJ0452'7 INCHES ABOVE THE GROUND SURFACE.  IT IS 35.0 FEET SOUTH OF THE
 KJ0452'CENTER OF THE EAST-WEST GRAVELED ROAD AND 3.0 FEET WEST OF POWER
 KJ0452'POLE NUMBER LPC-6-35.
 KJ0452'
 KJ0452'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3089 ***********************************************************************
 AI3089  DESIGNATION -  BLAIR
 AI3089  PID         -  AI3089
 AI3089  STATE/COUNTY-  CO/ADAMS
 AI3089  USGS QUAD   -  LEADER NW (1951)
 AI3089
 AI3089                         *CURRENT SURVEY CONTROL
 AI3089  ___________________________________________________________________
 AI3089* NAD 83(1992)-  39 53 56.14319(N)    104 07 52.89180(W)     ADJUSTED  
 AI3089* NAVD 88     -      1491.7    (meters)    4894.     (feet)  GPS OBS   
 AI3089  ___________________________________________________________________
 AI3089  X           -  -1,196,569.168 (meters)                     COMP
 AI3089  Y           -  -4,752,730.663 (meters)                     COMP
 AI3089  Z           -   4,070,327.066 (meters)                     COMP
 AI3089  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 AI3089  ELLIP HEIGHT-        1472.71  (meters)          (12/03/02) GPS OBS
 AI3089  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 AI3089
 AI3089  HORZ ORDER  -  FIRST
 AI3089  ELLP ORDER  -  FOURTH    CLASS II
 AI3089
 AI3089.The horizontal coordinates were established by GPS observations
 AI3089.and adjusted by the National Geodetic Survey in December 1999..
 AI3089
 AI3089.The orthometric height was determined by GPS observations and a
 AI3089.high-resolution geoid model.
 AI3089
 AI3089.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3089
 AI3089.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3089
 AI3089.The ellipsoidal height was determined by GPS observations
 AI3089.and is referenced to NAD 83.
 AI3089
 AI3089.The geoid height was determined by GEOID03.
 AI3089
 AI3089;                    North         East     Units Scale Factor Converg.
 AI3089;SPC CO N     -   368,501.703 1,031,440.004   MT  0.99997559   +0 53 03.6
 AI3089;SPC CO N     - 1,208,992.67  3,383,982.75   sFT  0.99997559   +0 53 03.6
 AI3089;UTM  13      - 4,416,900.459   574,256.663   MT  0.99966788   +0 33 25.9
 AI3089
 AI3089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3089!SPC CO N     -   0.99976901  x   0.99997559  =   0.99974461
 AI3089!UTM  13      -   0.99976901  x   0.99966788  =   0.99943697
 AI3089
 AI3089                          SUPERSEDED SURVEY CONTROL
 AI3089
 AI3089  ELLIP H (12/27/99) 1472.74   (m)                       GP(       ) 4 1
 AI3089
 AI3089.Superseded values are not recommended for survey control.
 AI3089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3089.See file dsdata.txt to determine how the superseded data were derived.
 AI3089
 AI3089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE7425716900(NAD 83)
 AI3089_MARKER: DD = SURVEY DISK
 AI3089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3089_STAMPING: BLAIR 1999
 AI3089_MARK LOGO: CO-001
 AI3089_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI3089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3089+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3089
 AI3089  HISTORY     - Date     Condition        Report By
 AI3089  HISTORY     - 1999     MONUMENTED       JRENG
 AI3089
 AI3089                          STATION DESCRIPTION
 AI3089
 AI3089'DESCRIBED BY JR ENGINEERING LTD 1999 (TGB)
 AI3089'DESCRIBED BY JR ENGINEERING 1999 (TGB) .  THE STATION IS LOCATED ABOUT
 AI3089'14.7 MI (23.7 KM) NORTHEAST OF STRASBURG IN THE ROW OF 112TH AVENUE IN
 AI3089'THE NORTHEAST 1/4 OF SECTION 7, T 2 S, R 60 W, 6TH P.M.
 AI3089'OWNERSHIP--ADAMS COUNTY.  TO REACH THE STATION FROM THE INTERSECTION
 AI3089'OF 88TH AVENUE AND IRONDALE ROAD, PROCEED NORTH ON IRONDALE ROAD FOR
 AI3089'3.0 MI (4.8 KM) TO THE INTERSECTION OF 112TH AVENUE, TURN RIGHT AND
 AI3089'PROCEED EAST ON 112TH AVENUE FOR 1.0 MI (1.6 KM) TO THE INTERSECTION
 AI3089'OF HORROGATE ROAD AND THE STATION ON THE RIGHT.  THE STATION IS A
 AI3089'STANDARD ADAMS COUNTY BRASS SURVEY MARK DISK STAMPED BLAIR 1999 SET IN
 AI3089'THE TOP OF A 24 INCH ROUND CONCRETE POST FLUSH WITH THE GROUND. IT IS
 AI3089'28.0 FT (8.5 M) SOUTH OF THE CENTER OF 112TH AVENUE, 30.0 FT (9.1 M)
 AI3089'WEST OF THE CENTER OF HORROGATE ROAD EXTENDED, 57.0 FT (17.4 M) WEST
 AI3089'OF A GUY POLE NO.  06558, 69.5 FT (21.2 M) SOUTHWEST OF MAILBOX NO.
 AI3089'10800, 2.5 FT (0.8 M) WEST OF A FIBERGLASS WITNESS POST, 2.6 FT (0.8
 AI3089'M) EAST OF A FIBERGLASS WITNESS POST AND 0.5 FT (15.2 CM) BELOW 112TH
 AI3089'AVENUE.  DESCRIPTION BY T.G.  BEERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5152 ***********************************************************************
 AC5152  DESIGNATION -  BLAKE RANCH
 AC5152  PID         -  AC5152
 AC5152  STATE/COUNTY-  CO/PUEBLO
 AC5152  USGS QUAD   -  GOAT BUTTE (1970)
 AC5152
 AC5152                         *CURRENT SURVEY CONTROL
 AC5152  ___________________________________________________________________
 AC5152* NAD 83(1992)-  38 05 49.11191(N)    104 35 21.34439(W)     ADJUSTED  
 AC5152* NAVD 88     -      1572.0    (meters)    5157.     (feet)  GPS OBS   
 AC5152  ___________________________________________________________________
 AC5152  X           -  -1,266,245.302 (meters)                     COMP
 AC5152  Y           -  -4,864,928.055 (meters)                     COMP
 AC5152  Z           -   3,914,878.653 (meters)                     COMP
 AC5152  LAPLACE CORR-          -7.19  (seconds)                    DEFLEC99
 AC5152  ELLIP HEIGHT-        1552.89  (meters)          (12/03/02) GPS OBS
 AC5152  GEOID HEIGHT-         -19.11  (meters)                     GEOID03
 AC5152
 AC5152  HORZ ORDER  -  FIRST
 AC5152  ELLP ORDER  -  FOURTH    CLASS II
 AC5152
 AC5152.The horizontal coordinates were established by GPS observations
 AC5152.and adjusted by the National Geodetic Survey in January 1997..
 AC5152
 AC5152.The orthometric height was determined by GPS observations and a
 AC5152.high-resolution geoid model.
 AC5152
 AC5152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5152
 AC5152.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5152
 AC5152.The ellipsoidal height was determined by GPS observations
 AC5152.and is referenced to NAD 83.
 AC5152
 AC5152.The geoid height was determined by GEOID03.
 AC5152
 AC5152;                    North         East     Units Scale Factor Converg.
 AC5152;SPC CO S     -   463,932.943   994,283.917   MT  0.99995589   +0 33 31.1
 AC5152;SPC CO S     - 1,522,086.66  3,262,079.82   sFT  0.99995589   +0 33 31.1
 AC5152;UTM  13      - 4,216,654.393   536,014.205   MT  0.99961597   +0 15 12.3
 AC5152
 AC5152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5152!SPC CO S     -   0.99975639  x   0.99995589  =   0.99971229
 AC5152!UTM  13      -   0.99975639  x   0.99961597  =   0.99937246
 AC5152
 AC5152                          SUPERSEDED SURVEY CONTROL
 AC5152
 AC5152  ELLIP H (01/17/97) 1552.89   (m)                       GP(       ) 1 1
 AC5152
 AC5152.Superseded values are not recommended for survey control.
 AC5152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5152.See file dsdata.txt to determine how the superseded data were derived.
 AC5152
 AC5152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC3601416654(NAD 83)
 AC5152_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5152_STAMPING: BLAKE RANCH 1995
 AC5152_MARK LOGO: NGS   
 AC5152_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC5152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5152+STABILITY: SURFACE MOTION
 AC5152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5152+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5152
 AC5152  HISTORY     - Date     Condition        Report By
 AC5152  HISTORY     - 1995     MONUMENTED       CO-101
 AC5152
 AC5152                          STATION DESCRIPTION
 AC5152
 AC5152'DESCRIBED BY PUEBLO COUNTY COLORADO 1995 (KCH)
 AC5152'THE STATION IS LOCATED ABOUT 13.0 MI (20.9 KM) SOUTH OF DOWNTOWN
 AC5152'PUEBLO, 6.5 MI (10.5 KM) EAST OF THE BROADACRE LANDFILL, AND 1.5 MI
 AC5152'(2.4 KM) SOUTH OF BLAKE RANCH HEADQUARTERS, AT THE SOUTHWEST CORNER OF
 AC5152'SECTION 29 T22S R64W OF THE 6TH PM.  OWNERSHIP--THE STATION IS
 AC5152'SITUATED ON THE PREMISE OF THE BLAKE RANCH, OWNED BY DOUG THACKER,
 AC5152'(719)948-9471, 2241 40TH LAND AVONDALE CO 81022.  ACCESS TO THE MARKER
 AC5152'MAY BE ARRANGED BY CONTACTING BLAKE RANCH FOREMAN DAN MYERS AT
 AC5152'(719)566-0395. THE MARKER CAN BE REACHED FROM DOYLE ROAD BY TRAVELING
 AC5152'EAST FROM THE RANCH ENTRANCE 5.75 TO THE RANCH HQ, AND THEN SOUTH 1.6
 AC5152'MI (2.6 KM) TO THE MARKER. TO REACH THE STATION FROM THE INTERSECTION
 AC5152'OF US HWY 50 EAST AND 27TH LANE, GO SOUTH 2.9 MI (4.7 KM) ON 27TH LANE
 AC5152'TO A SIGN MARKING THE END OF 27TH LANE AND THE BEGINNING OF DOYLE
 AC5152'ROAD.  CONTINUE 4.15 MI (6.68 KM) SOUTHEAST ON DOYLE ROAD TO THE
 AC5152'UNLOCKED ENTRANCE GATE TO THE BLAKE RANCH ON THE SOUTHWEST SIDE OF THE
 AC5152'ROAD.  PASS THROUGH THE UNLOCKED GATE AND CONTINUE SOUTHWEST ON THE
 AC5152'MAIN DIRT RANCH ROAD FOR 1.05 MI (1.69 KM) TO A CULVERT.  CONTINUE
 AC5152'SOUTHWEST 1.8 MI (2.9 KM) TO A CULVERT. CONTINUE SOUTHWEST 0.5 MI (0.8
 AC5152'KM) TO AN UNLOCKED STEEL GATE.  CONTINUE SOUTHWEST 0.75 MI (1.21 KM)
 AC5152'TO A CULVERT.  CONTINUE WEST 1.3 MI (2.1 KM) TO AN UNLOCKED
 AC5152'BARBED-WIRE GATE. CONTINUE WEST 0.25 MI (0.40 KM) TO A Y JUST EAST OF
 AC5152'RANCH HEADQUARTERS.  TAKE THE LEFT FORK, SOUTH 0.2 MI (0.3 KM) PASSING
 AC5152'EAST OF THE HEADQUARTERS BUILDINGS TO AN UNLOCKED STEEL GATE.
 AC5152'CONTINUE SOUTHEAST THRU GATE 0.1 MI (0.2 KM) TO A Y IN ROAD.  TAKE
 AC5152'RIGHT FORK SOUTHWEST 0.15 MI (0.24 KM) ON THE MAIN RANCH ROAD, TO A
 AC5152'REVERSE Y IN ROAD AND A BEND IN THE ROAD TO THE SOUTH.  CONTINUE SOUTH
 AC5152'0.45 MI (0.72 KM) ON THE MAIN RANCH ROAD, FOLLOWING TO THE EAST OF A
 AC5152'NORTH-SOUTH FENCELINE, TO A GATE AND A FENCE CORNER.  THE STATION IS
 AC5152'LOCATED NORTH OF THE FENCE CORNER ALONG THE NORTH-SOUTH FENCELINE. THE
 AC5152'MARK IS A STANDARD NGS BRASS DISK SET IN A CYLANDRICAL MASS OF
 AC5152'CONCRETE 1.5 FT (0.5 M) IN DIAMETER AND 5 FT (1.5 M) DEEP PROJECTING 1
 AC5152'CM ABOVE THE GROUND.  IT IS 1.05 M (3.44 FT) EAST OF A CARSONITE
 AC5152'WITNESS POST, 1.05 M (3.44 FT) EAST OF A N-S FENCE, 2.45 M (8.04 FT)
 AC5152'WEST OF THE CENTERLINE OF A N-S DIRT ROAD, 11.7 M (38.4 FT) NORTH OF A
 AC5152'METAL FENCE CORNER, 9.8 M (32.2 FT) SOUTH OF A GUY ANCHOR, 11.65 M
 AC5152'(38.22 FT) NORTH-NORTHWEST OF THE CENTER OF AN EAST-WEST GATE, AND 0.1
 AC5152'M (0.3 FT) ABOVE THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0511 ***********************************************************************
 HL0511  DESIGNATION -  BLANCO
 HL0511  PID         -  HL0511
 HL0511  STATE/COUNTY-  CO/ARCHULETA
 HL0511  USGS QUAD   -  HARRIS LAKE (1984)
 HL0511
 HL0511                         *CURRENT SURVEY CONTROL
 HL0511  ___________________________________________________________________
 HL0511* NAD 83(1992)-  37 13 49.71065(N)    106 48 34.98056(W)     ADJUSTED  
 HL0511* NAVD 88     -      2934.4    (meters)    9627.     (feet)  VERTCON   
 HL0511  ___________________________________________________________________
 HL0511  LAPLACE CORR-          10.83  (seconds)                    DEFLEC99
 HL0511  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 HL0511
 HL0511  HORZ ORDER  -  SECOND
 HL0511
 HL0511.The horizontal coordinates were established by classical geodetic methods
 HL0511.and adjusted by the National Geodetic Survey in January 1993..
 HL0511
 HL0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0511
 HL0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0511
 HL0511.The geoid height was determined by GEOID03.
 HL0511
 HL0511;                    North         East     Units Scale Factor Converg.
 HL0511;SPC CO S     -   368,189.258   798,178.304   MT  1.00000052   -0 48 12.1
 HL0511;SPC CO S     - 1,207,967.59  2,618,689.99   sFT  1.00000052   -0 48 12.1
 HL0511;UTM  13      - 4,121,974.491   339,458.600   MT  0.99991750   -1 05 42.6
 HL0511
 HL0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0511!SPC CO S     -   0.99954229  x   1.00000052  =   0.99954281
 HL0511!UTM  13      -   0.99954229  x   0.99991750  =   0.99945983
 HL0511
 HL0511|---------------------------------------------------------------------|
 HL0511| PID    Reference Object                     Distance      Geod. Az  |
 HL0511|                                                           dddmmss.s |
 HL0511| CM6086 BLANCO RM 1                           7.215 METERS 06422     |
 HL0511| HL0600 SUNETHA                             APPROX.23.5 KM 2701010.2 |
 HL0511| CM6087 BLANCO RM 2                           9.848 METERS 35140     |
 HL0511|---------------------------------------------------------------------|
 HL0511
 HL0511                          SUPERSEDED SURVEY CONTROL
 HL0511
 HL0511  NAD 83(1986)-  37 13 49.70966(N)    106 48 34.98415(W) AD(       ) 2
 HL0511  NAD 27      -  37 13 49.68400(N)    106 48 32.86400(W) AD(       ) 2
 HL0511  NGVD 29 (07/19/86) 2932.9    (m)         9622.     (f) VERT ANG       
 HL0511
 HL0511.Superseded values are not recommended for survey control.
 HL0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0511.See file dsdata.txt to determine how the superseded data were derived.
 HL0511
 HL0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB3945921974(NAD 83)
 HL0511_MARKER: Z = SEE DESCRIPTION
 HL0511_SETTING: 0 = UNSPECIFIED SETTING
 HL0511
 HL0511  HISTORY     - Date     Condition        Report By
 HL0511  HISTORY     - 1936     MONUMENTED       CGS
 HL0511  HISTORY     - 1946     GOOD             USGS
 HL0511
 HL0511                          STATION DESCRIPTION
 HL0511
 HL0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 HL0511'STATION IS ABOUT 11 MILES, AIR LINE, ESE OF PAGOSA SPRINGS.
 HL0511'STATION IS LOCATED IN THE SAN JUAN NATIONAL FOREST AND ON
 HL0511'TOP OF A FLAT-TOPPED, HEAVILY TIMBERED HILL, AT THE S END
 HL0511'OF THE SQUARE TOP MOUNTAIN RIDGE, ABOUT 2 MILES W OF S OF
 HL0511'SQUARE TOP PEAK AND IN THE NE 1/4 SEC. 35, T 35 N, R 1 E.
 HL0511'
 HL0511'STATION MARK IS A SOIL PIPE.
 HL0511'
 HL0511'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 HL0511'HOLES IN OUTCROPPING BEDROCK.
 HL0511'
 HL0511'TO REACH FROM PAGOSA SPRINGS--GO N FOR 1 MILE TO JUNCTION
 HL0511'OF U.S. HIGHWAY 160 AND STATE HIGHWAY 17.  GO SE ON STATE
 HL0511'HIGHWAY 17 (ARROW, CHAMA, N.M. 45 MI.) FOR 6.2 MILES, OR
 HL0511'FOR 1 MILE FROM SIGN, SAN JUAN NATIONAL FOREST, TO GRADED
 HL0511'T-ROAD LEFT.  TAKE GRADED T-ROAD LEFT FOR 6.4 MILES TO FORKS,
 HL0511'(SIGN, BLANCO BASIN 4 MILES) TAKE RIGHT FORK FOR 2.2 MILES,
 HL0511'TO TOP OF GRADE, TRIANGULAR-BLAZED PINE TREE ON LEFT (BLAZE
 HL0511'WILL LAST MANY YEARS.) GO THROUGH FENCE ON LEFT AND FOLLOW
 HL0511'ABANDONED ROAD FOR 1/4 MILE TO NE PAST ABANDONED RANCHHOUSE
 HL0511'AND THEN FOR 1/4 MILE TO NE THROUGH MEADOW AND END OF TRUCK
 HL0511'TRAVEL AT FENCE BETWEEN TWO LARGE PINE TREES.  FROM HERE
 HL0511'WALK NE UP SLOPE THROUGH HEAVY GROWTH OF ASPEN FOR ABOUT 1
 HL0511'MILE, THEN N UP BACKBONE OF RIDGE TO TOP OF MOUNTAIN AND
 HL0511'STATION.  TRAIL WAS WELL BLAZED FROM FENCE TO TOP OF
 HL0511'MOUNTAIN.  NO TROUBLE WAS FOUND REACHING STATION BY
 HL0511'FOLLOWING BLAZES.  ONE-HOUR DRIVE FROM PAGOSA SPRINGS.
 HL0511'ONE AND ONE-HALF HOUR PACK.
 HL0511'
 HL0511'NO SUITABLE PLACE FOR AZIMUTH WAS FOUND (HEAVY TIMBER).
 HL0511'
 HL0511'ALL OBJECTS VISIBLE FROM GROUND.
 HL0511
 HL0511                          STATION RECOVERY (1946)
 HL0511
 HL0511'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1946 (WFC)
 HL0511'STATION MARK--SOIL PIPE.
 HL0511'
 HL0511'REFERENCE MARKS--STANDARD BRONZE DISKS, WEDGED IN DRILL HOLES IN
 HL0511'OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1121 ***********************************************************************
 JK1121  DESIGNATION -  BLENDE CITY STANDPIPE
 JK1121  PID         -  JK1121
 JK1121  STATE/COUNTY-  CO/PUEBLO
 JK1121  USGS QUAD   -  SOUTHEAST PUEBLO (1974)
 JK1121
 JK1121                         *CURRENT SURVEY CONTROL
 JK1121  ___________________________________________________________________
 JK1121* NAD 83(1992)-  38 14 50.49923(N)    104 34 23.61390(W)     ADJUSTED  
 JK1121* NAVD 88     -                                                        
 JK1121  ___________________________________________________________________
 JK1121  LAPLACE CORR-          -6.59  (seconds)                    DEFLEC99
 JK1121  GEOID HEIGHT-         -19.34  (meters)                     GEOID03
 JK1121
 JK1121  HORZ ORDER  -  THIRD
 JK1121
 JK1121.The horizontal coordinates were established by classical geodetic methods
 JK1121.and adjusted by the National Geodetic Survey in January 1993..
 JK1121
 JK1121
 JK1121.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1121
 JK1121.The geoid height was determined by GEOID03.
 JK1121
 JK1121;                    North         East     Units Scale Factor Converg.
 JK1121;SPC CO S     -   480,638.076   995,524.825   MT  0.99997134   +0 34 06.5
 JK1121;SPC CO S     - 1,576,893.42  3,266,151.03   sFT  0.99997134   +0 34 06.5
 JK1121;UTM  13      - 4,233,346.903   537,343.482   MT  0.99961717   +0 15 51.1
 JK1121
 JK1121                          SUPERSEDED SURVEY CONTROL
 JK1121
 JK1121  NAD 83(1986)-  38 14 50.48651(N)    104 34 23.60957(W) AD(       ) 4
 JK1121  NAD 27      -  38 14 50.47100(N)    104 34 21.70300(W) AD(       ) 3
 JK1121
 JK1121.Superseded values are not recommended for survey control.
 JK1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1121.See file dsdata.txt to determine how the superseded data were derived.
 JK1121
 JK1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC3734333347(NAD 83)
 JK1121_MARKER: 52 = STANDPIPE TANK
 JK1121
 JK1121  HISTORY     - Date     Condition        Report By
 JK1121  HISTORY     - 1949     FIRST OBSERVED   CGS
 JK1121  HISTORY     - 1954     GOOD             CGS
 JK1121
 JK1121                          STATION DESCRIPTION
 JK1121
 JK1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 JK1121'STATION IS THE TOP CENTER OF THE BLENDE CITY STANDPIPE WHICH IS
 JK1121'LOCATED ABOUT 500 FEET NORTH OF U.S. HIGHWAY 50 IN BLENDE.
 JK1121'THE STANDPIPE IS ABOUT 60 HIGH, PAINTED BLACK, AND THE TOP OF
 JK1121'THE ROOF IS SURMOUNTED BY A BALL.
 JK1121
 JK1121                          STATION RECOVERY (1954)
 JK1121
 JK1121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 JK1121'THE STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION
 JK1121'ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0936 ***********************************************************************
 JJ0936  DESIGNATION -  BLHLH 2
 JJ0936  PID         -  JJ0936
 JJ0936  STATE/COUNTY-  CO/BENT
 JJ0936  USGS QUAD   -  MC INTOSH RANCH (1955)
 JJ0936
 JJ0936                         *CURRENT SURVEY CONTROL
 JJ0936  ___________________________________________________________________
 JJ0936* NAD 83(1992)-  38 08 03.70283(N)    103 22 08.05220(W)     ADJUSTED  
 JJ0936* NAVD 88     -      1252.     (meters)    4108.     (feet)  SCALED    
 JJ0936  ___________________________________________________________________
 JJ0936  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 JJ0936  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 JJ0936
 JJ0936  HORZ ORDER  -  THIRD
 JJ0936
 JJ0936.The horizontal coordinates were established by classical geodetic methods
 JJ0936.and adjusted by the National Geodetic Survey in January 1993..
 JJ0936
 JJ0936.The orthometric height was scaled from a topographic map.
 JJ0936
 JJ0936.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0936
 JJ0936.The geoid height was determined by GEOID03.
 JJ0936
 JJ0936;                    North         East     Units Scale Factor Converg.
 JJ0936;SPC CO S     -   469,824.291 1,101,215.408   MT  0.99995909   +1 18 25.8
 JJ0936;SPC CO S     - 1,541,415.19  3,612,904.22   sFT  0.99995909   +1 18 25.8
 JJ0936;UTM  13      - 4,221,979.578   642,948.878   MT  0.99985167   +1 00 26.6
 JJ0936
 JJ0936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0936!SPC CO S     -   0.99980715  x   0.99995909  =   0.99976625
 JJ0936!UTM  13      -   0.99980715  x   0.99985167  =   0.99965885
 JJ0936
 JJ0936:                Primary Azimuth Mark                     Grid Az
 JJ0936:SPC CO S     -  HORSE                                    352 04 31.2
 JJ0936:UTM  13      -  HORSE                                    352 22 30.4
 JJ0936
 JJ0936|---------------------------------------------------------------------|
 JJ0936| PID    Reference Object                     Distance      Geod. Az  |
 JJ0936|                                                           dddmmss.s |
 JJ0936| JJ0937 HORSE                               APPROX. 4.4 KM 3532257.0 |
 JJ0936|---------------------------------------------------------------------|
 JJ0936
 JJ0936                          SUPERSEDED SURVEY CONTROL
 JJ0936
 JJ0936  NAD 83(1986)-  38 08 03.68981(N)    103 22 08.04799(W) AD(       ) 3
 JJ0936  NAD 27      -  38 08 03.66026(N)    103 22 06.27779(W) AD(       ) 3
 JJ0936
 JJ0936.Superseded values are not recommended for survey control.
 JJ0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0936.See file dsdata.txt to determine how the superseded data were derived.
 JJ0936
 JJ0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC4294921980(NAD 83)
 JJ0936_MARKER: DD = SURVEY DISK
 JJ0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0936_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JJ0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0936+STABILITY: SURFACE MOTION
 JJ0936
 JJ0936  HISTORY     - Date     Condition        Report By
 JJ0936  HISTORY     - 1949     MONUMENTED       USGS
 JJ0936
 JJ0936                          STATION DESCRIPTION
 JJ0936
 JJ0936'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 JJ0936'STATION IS LOCATED ABOUT 2.5 MI. N. AND 6.75 MI. E. OF CHERAW, IN
 JJ0936'SE. 1/4 SEC. 17, T 22 S, R 53 W.
 JJ0936'
 JJ0936'TO REACH STATION FROM CHERAW, PROCEED E. 2.0 MI., THENCE RIGHT (N.)
 JJ0936'1.5 MI., THENCE LEFT (E.) 6.25 MI. TO T-JUNCTION OF RDS. JUST E. OF
 JJ0936'BRIDGE OVER HORSE CREEK, THENCE LEFT (N.) 0.45 MI., THENCE RIGHT
 JJ0936'(IN EASTERLY DIRECTION) 0.5 MI., THENCE LEFT (N.) ACROSS RAILROAD
 JJ0936'TRACKS ALONG WELL-TRAVELED TWO TRACK RD. 3.05 MI. TO SMALL GATE IN
 JJ0936'N-S. FENCE LINE AND AT POINT WHERE RD. PARALLELS FENCE LINE, PROCEED
 JJ0936'THROUGH GATE ALONG DIM TWO TRACK TRAIL 0.4 MI. TO TOP OF GRASSY RISE.
 JJ0936'STATION LIES 406 FT. SW. OF INTERSECTION OF DIM TRAIL AND E-W. FENCE
 JJ0936'LINE.
 JJ0936'
 JJ0936'STATION MARK--STANDARD TABLET SET IN TOP OF 6 X 6 IN. CONCRETE POST
 JJ0936'PROJECTING 9 IN. ABOVE SURFACE AND STAMPED ---BLHLH-2 1949---.
 JJ0936'
 JJ0936'REFERENCE MARK NO. 1--A 1/2 IN. REINFORCING STEEL ROD DRIVEN IN
 JJ0936'GROUND PROJECTING 1 IN. ABOVE SURFACE, 369.7 FT. FROM STATION,
 JJ0936'S 00 DEG 03 MIN E.
 JJ0936'
 JJ0936'REFERENCE MARK NO. 2--A 1/2 IN. REINFORCING STEEL ROD DRIVEN IN
 JJ0936'GROUND PROJECTING 1 IN. ABOVE SURFACE, 100 FT. FROM STATION,
 JJ0936'N 86 DEG 41 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1143 ***********************************************************************
 JK1143  DESIGNATION -  BLOHO
 JK1143  PID         -  JK1143
 JK1143  STATE/COUNTY-  CO/PUEBLO
 JK1143  USGS QUAD   -  SWALLOWS (1994)
 JK1143
 JK1143                         *CURRENT SURVEY CONTROL
 JK1143  ___________________________________________________________________
 JK1143* NAD 83(1992)-  38 20 45.86018(N)    104 47 44.02685(W)     ADJUSTED  
 JK1143* NAVD 88     -      1577.1    (meters)    5174.     (feet)  VERTCON   
 JK1143  ___________________________________________________________________
 JK1143  LAPLACE CORR-          -7.75  (seconds)                    DEFLEC99
 JK1143  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 JK1143
 JK1143  HORZ ORDER  -  FIRST
 JK1143
 JK1143.The horizontal coordinates were established by classical geodetic methods
 JK1143.and adjusted by the National Geodetic Survey in January 1993..
 JK1143
 JK1143.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1143
 JK1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1143
 JK1143.The geoid height was determined by GEOID03.
 JK1143
 JK1143;                    North         East     Units Scale Factor Converg.
 JK1143;SPC CO S     -   491,424.764   975,980.878   MT  0.99998524   +0 25 55.5
 JK1143;SPC CO S     - 1,612,282.75  3,202,030.60   sFT  0.99998524   +0 25 55.5
 JK1143;SPC CO C     -   361,957.781   975,983.111   MT  1.00002206   +0 26 39.4
 JK1143;SPC CO C     - 1,187,523.15  3,202,037.92   sFT  1.00002206   +0 26 39.4
 JK1143;UTM  13      - 4,244,233.365   517,864.353   MT  0.99960393   +0 07 36.6
 JK1143
 JK1143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1143!SPC CO S     -   0.99975548  x   0.99998524  =   0.99974073
 JK1143!SPC CO C     -   0.99975548  x   1.00002206  =   0.99977754
 JK1143!UTM  13      -   0.99975548  x   0.99960393  =   0.99935951
 JK1143
 JK1143|---------------------------------------------------------------------|
 JK1143| PID    Reference Object                     Distance      Geod. Az  |
 JK1143|                                                           dddmmss.s |
 JK1143| CM8447 BLOHO RM 1                            7.163 METERS 06627     |
 JK1143| CM8446 BLOHO AZ MK                                        0951751.3 |
 JK1143| CM8448 BLOHO RM 2                            6.520 METERS 15857     |
 JK1143|---------------------------------------------------------------------|
 JK1143
 JK1143                          SUPERSEDED SURVEY CONTROL
 JK1143
 JK1143  NAD 83(1986)-  38 20 45.84711(N)    104 47 44.02971(W) AD(       ) 1
 JK1143  NAD 27      -  38 20 45.84000(N)    104 47 42.10200(W) AD(       ) 1
 JK1143  NGVD 29 (07/19/86) 1576.2    (m)         5171.     (f) VERT ANG       
 JK1143
 JK1143.Superseded values are not recommended for survey control.
 JK1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1143.See file dsdata.txt to determine how the superseded data were derived.
 JK1143
 JK1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC1786444233(NAD 83)
 JK1143_MARKER: DS = TRIANGULATION STATION DISK
 JK1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1143
 JK1143  HISTORY     - Date     Condition        Report By
 JK1143  HISTORY     - 1949     MONUMENTED       CGS
 JK1143  HISTORY     - 1978     GOOD             NGS
 JK1143
 JK1143                          STATION DESCRIPTION
 JK1143
 JK1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 JK1143'THE STATION IS LOCATED ABOUT 11.0 MILES AIR LINE WEST-NORTHWEST
 JK1143'OF PUEBLO, ABOUT 2.0 MILES AIR LINE EAST OF TURKEY CREEK,
 JK1143'ON A PROMINENT NORTH-SOUTH RIDGE WHICH DROPS OFF SHARPLY
 JK1143'TO THE NORTH AND HAS SCATTERED SCRUB CEDAR NEAR THE NORTHERN
 JK1143'END.  THE STATION HILL IS THE ONLY PROMINENT RIDGE ALONG
 JK1143'U.S. HIGHWAY 50 FOR MANY MILES.  THE STATION MARK IS SET 8
 JK1143'FEET NORTHEAST OF A WHITE WITNESS POST, PROJECTS 4 INCHES AND
 JK1143'IS STAMPED, BLOHO 1949.
 JK1143'
 JK1143'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 JK1143'STATION, PROJECTS 4 INCHES AND IS STAMPED, BLOHO NO 1 1949.
 JK1143'
 JK1143'REFERENCE MARK NO. 2 IS SET FLUSH APPROXIMATELY 18 INCHES
 JK1143'LOWER THAN THE STATION AND IS STAMPED, BLOHO NO 2 1949.
 JK1143'
 JK1143'THE AZIMUTH MARK IS COLORADO STATE HIGHWAY RIGHT-OF-WAY MARK
 JK1143'SET IN THE TOP OF A 8-INCH, ROUND, CONCRETE POST PROJECTING
 JK1143'18 INCHES, 19 PACES SOUTH OF U.S. HIGHWAY 50, 4 FEET EAST-SOUTHEAST
 JK1143'OF A WHITE WITNESS POST, 6 INCHES NORTH OF AN EAST-WEST
 JK1143'FENCE LINE AND IS STAMPED, NRH 271 I 1503 36.
 JK1143'
 JK1143'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 85,
 JK1143'87 AND 50, NORTH OF PUEBLO, GO WEST ON U.S. HIGHWAY 50 FOR 9.7
 JK1143'MILES TO THE AZIMUTH MARK ON THE LEFT, SOUTH, AS DESCRIBED
 JK1143'ABOVE.  CONTINUE ON THE HIGHWAY FOR 0.6 MILE TO A GATE AND
 JK1143'TRACK ROAD SOUTH.  TURN LEFT OFF THE HIGHWAY, PASS THROUGH
 JK1143'THE GATE AND GO 0.2 MILE TO TWO GATES.  TURN RIGHT, WEST,
 JK1143'AND PASS THROUGH THE GATE AND THENCE TO THE TOP OF THE RIDGE
 JK1143'AND NORTH FOR 0.1 MILE ALONG THE RIDGE TO THE STATION.  A
 JK1143'DRIVE STATION.
 JK1143
 JK1143                          STATION RECOVERY (1978)
 JK1143
 JK1143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 JK1143'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 JK1143'CONDITION.  THE AZIMUTH MARK COLORADO STATE RIGHT OF WAY MARK WAS NOT
 JK1143'FOUND.  IT WAS PROBABLY DESTROYED DURING CONSTRUCTION OF EASTBOUND
 JK1143'LANE OF U.S. HIGHWAY 50.  DISTANCE AND DIRECTION TO REFERENCE MARKS
 JK1143'COMPARED FAVORABLY WITH PREVIOUS DATA.  A NEW AZIMUTH MARK WAS
 JK1143'ESTABLISH AT THIS TIME.  LAND ON WHICH STATION IS ESTABLISHED IS NOW
 JK1143'OWNED BY A MR RW BOB WALKER OF 2126 COMANCHE ROAD, PHONE NO
 JK1143'303-543-2666, PUEBLO, COLORADO.  LAND IS LEASED TO THE PUEBLO RIFLE
 JK1143'RANGE AND KEY FOR LOCK ON ENTRANCE GATE CAN BE OBTAINED FROM A MR
 JK1143'ROBERT P MOURING OF 200 COLORADO BOULEVARD, PHONE NO 303-542-5505,
 JK1143'PUEBLO, COLORADO.
 JK1143'
 JK1143'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 50 WEST AND
 JK1143'INTERSTATE HIGHWAY 25 AT NORTH EDGE OF PUEBLO.  GO WEST ON HIGHWAY 50
 JK1143'FOR 10.3 MILES TO A HIGHWAY CROSSOVER.  TURN LEFT, CROSS OVER
 JK1143'EASTBOUND LANE TO A WIRE GATE WITH LOCK, PASS THROUGH GATE AND GO
 JK1143'SOUTHERLY ON OLD ROAD FOR ABOUT 0.15 MILE TO A FENCE.  TURN RIGHT AND
 JK1143'CONTINUE FOR ABOUT 0.05 MILE TO TOP OF RIDGE.  TURN RIGHT AND CONTINUE
 JK1143'NORTH ALONG RIDGE FOR ABOUT 245 FEET, HIGHEST POINT AND
 JK1143'STATION.  AZIMUTH MARK IS REACHED FROM THE CROSSOVER AND LOCKED GATE
 JK1143'MENTIONED ABOVE.  GO WEST ON HIGHWAY 50 FOR 0.75 MILE TO THE NORTH 1
 JK1143'OF 2 HIGHWAY RIGHT OF WAY MARKS IN RIGHT OF WAY FENCE ON RIGHT.
 JK1143'
 JK1143'STATION IS A STANDARD DISK, STAMPED---BLOHO 1949---SET IN TOP OF A
 JK1143'SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES, 245 FEET NORTH OF A
 JK1143'FENCE, 0.1 MILE SOUTH OF HIGHWAY 50, 8 FEET NORTHEAST OF A WOOD
 JK1143'WITNESS POST.
 JK1143'
 JK1143'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---BLOHO NO 1 1949---
 JK1143'SET IN TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES.  MARK IS
 JK1143'ABOUT 1.5 FEET LOWER IN ELEVATION THAN STATION MARK.
 JK1143'
 JK1143'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---BLOHO NO 2 1949---
 JK1143'SET IN TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH GROUND.  MARK IS
 JK1143'ABOUT 1.5 FEET LOWER IN ELEVATION THAN STATION MARK.
 JK1143'
 JK1143'AZIMUTH MARK IS A STANDARD COLORADO STATE HIGHWAY DEPARTMENT HIGHWAY
 JK1143'RIGHT OF WAY DISK, STAMPED---NRH 271-11430 + 000---SET IN TOP OF A
 JK1143'ROUND CONCRETE MONUMENT PROJECTING 5 INCHES, 105 FEET NORTH OF CENTER
 JK1143'OF WESTBOUND LANE OF HIGHWAY 50, 40 FEET NORTH OF SOUTH 1 OF 2
 JK1143'HIGHWAY RIGHT OF WAY MARKS, 5.6 FEET EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0901 ***********************************************************************
 JJ0901  DESIGNATION -  BLOW
 JJ0901  PID         -  JJ0901
 JJ0901  STATE/COUNTY-  CO/CHEYENNE
 JJ0901  USGS QUAD   -  KIT CARSON NW (1982)
 JJ0901
 JJ0901                         *CURRENT SURVEY CONTROL
 JJ0901  ___________________________________________________________________
 JJ0901* NAD 83(1992)-  38 55 29.92383(N)    102 59 47.31672(W)     ADJUSTED  
 JJ0901* NAVD 88     -      1437.     (meters)    4715.     (feet)  SCALED    
 JJ0901  ___________________________________________________________________
 JJ0901  LAPLACE CORR-          -4.17  (seconds)                    DEFLEC99
 JJ0901  GEOID HEIGHT-         -22.14  (meters)                     GEOID03
 JJ0901
 JJ0901  HORZ ORDER  -  SECOND
 JJ0901
 JJ0901.The horizontal coordinates were established by classical geodetic methods
 JJ0901.and adjusted by the National Geodetic Survey in January 1993..
 JJ0901
 JJ0901.The orthometric height was scaled from a topographic map.
 JJ0901
 JJ0901.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0901
 JJ0901.The geoid height was determined by GEOID03.
 JJ0901
 JJ0901;                    North         East     Units Scale Factor Converg.
 JJ0901;SPC CO C     -   428,971.888 1,131,461.495   MT  0.99994061   +1 34 44.2
 JJ0901;SPC CO C     - 1,407,385.27  3,712,136.59   sFT  0.99994061   +1 34 44.2
 JJ0901;UTM  13      - 4,310,359.802   673,679.168   MT  0.99997145   +1 15 32.9
 JJ0901
 JJ0901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0901!SPC CO C     -   0.99977811  x   0.99994061  =   0.99971874
 JJ0901!UTM  13      -   0.99977811  x   0.99997145  =   0.99974957
 JJ0901
 JJ0901:                Primary Azimuth Mark                     Grid Az
 JJ0901:SPC CO C     -  BLOW AZ MK 2                             180 24 47.6
 JJ0901:UTM  13      -  BLOW AZ MK 2                             180 43 58.9
 JJ0901
 JJ0901|---------------------------------------------------------------------|
 JJ0901| PID    Reference Object                     Distance      Geod. Az  |
 JJ0901|                                                           dddmmss.s |
 JJ0901| CM8450 BLOW AZ MK 2                                       1815931.8 |
 JJ0901| CM8449 BLOW AZ MK                                         1823407.5 |
 JJ0901| CM8451 BLOW RM 1                            26.782 METERS 18837     |
 JJ0901| CM8453 BLOW RM 3                            32.181 METERS 25057     |
 JJ0901| CM8452 BLOW RM 2                            31.269 METERS 28230     |
 JJ0901|---------------------------------------------------------------------|
 JJ0901
 JJ0901                          SUPERSEDED SURVEY CONTROL
 JJ0901
 JJ0901  NAD 83(1986)-  38 55 29.92026(N)    102 59 47.31300(W) AD(       ) 2
 JJ0901  NAD 27      -  38 55 29.92775(N)    102 59 45.55776(W) AD(       ) 2
 JJ0901
 JJ0901.Superseded values are not recommended for survey control.
 JJ0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0901.See file dsdata.txt to determine how the superseded data were derived.
 JJ0901
 JJ0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD7367910360(NAD 83)
 JJ0901_MARKER: DS = TRIANGULATION STATION DISK
 JJ0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0901_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JJ0901
 JJ0901  HISTORY     - Date     Condition        Report By
 JJ0901  HISTORY     - 1954     MONUMENTED       CGS
 JJ0901  HISTORY     - 1975     GOOD             NGS
 JJ0901
 JJ0901                          STATION DESCRIPTION
 JJ0901
 JJ0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0901'THE STATION IS LOCATED AIRLINE, ABOUT 7 MILES NORTH OF WILD
 JJ0901'HORSE AND ABOUT 12 MILES NORTHWEST OF KIT CARSON ALONG THE
 JJ0901'EAST SIDE OF A NORTH-SOUTH DIRT ROAD ON A SLIGHT RISE.
 JJ0901'
 JJ0901'THE STATION IS A STANDARD DISK STAMPED BLOW 1954 SET IN TOP OF
 JJ0901'A ROUND CONCRETE CYLINDER WHICH IS ABOUT 10-INCHES IN DIAMETER
 JJ0901'AND IS ABOUT 15 INCHES BELOW THE SURFACE OF THE GROUND.  IT
 JJ0901'IS 9 FEET EAST OF A WHITE WITNESS POST, 10 FEET EAST OF A
 JJ0901'NORTH-SOUTH FENCE LINE AND 46 FEET EAST OF THE CENTER LINE
 JJ0901'OF A DIRT ROAD.
 JJ0901'
 JJ0901'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BLOW
 JJ0901'NO 1 1954 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JJ0901'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT
 JJ0901'1 FOOT LOWER THAN THE STATION.  IT IS 6 INCHES WEST OF A
 JJ0901'NORTH-SOUTH FENCE LINE AND IS 36 FEET EAST OF THE CENTER
 JJ0901'LINE OF A DIRT ROAD.
 JJ0901'
 JJ0901'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BLOW
 JJ0901'NO 2 1954 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JJ0901'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 JJ0901'1 FOOT LOWER THAN THE STATION.  IT IS 6 INCHES EAST OF A
 JJ0901'NORTH-SOUTH FENCE LINE AND 39 FEET WEST OF THE CENTER LINE
 JJ0901'OF A DIRT ROAD.
 JJ0901'
 JJ0901'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BLOW 1954 SET
 JJ0901'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 JJ0901'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS 6 INCHES EAST OF A
 JJ0901'NORTH-SOUTH FENCE LINE AND 42 FEET WEST OF THE CENTER LINE
 JJ0901'OF A DIRT ROAD.
 JJ0901'
 JJ0901'TO REACH THE STATION FROM THE POST OFFICE IN WILD HORSE,
 JJ0901'GO EAST ON U.S. HIGHWAY 40 FOR 0.5 MILE.  TURN LEFT OFF
 JJ0901'THE HIGHWAY AND GO NORTH ON A DIRT ROAD FOR 6.2 MILES TO
 JJ0901'THE AZIMUTH MARK ON THE LEFT, WEST SIDE.  CONTINUE NORTH
 JJ0901'ON THE DIRT ROAD FOR 0.6 MILE TO A WHITE WITNESS POST ON
 JJ0901'THE RIGHT, EAST SIDE AND THE STATION.
 JJ0901
 JJ0901                          STATION RECOVERY (1975)
 JJ0901
 JJ0901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JJ0901'STATION MARK AND REFERENCE MARK NUMBER 2 WERE FOUND IN GOOD
 JJ0901'CONDITION.  REFERENCE MARK NUMBER 1 AND THE AZIMUTH MARK
 JJ0901'WERE NOT FOUND.  A NEW REFERENCE MARK, NUMBER 3 AND A NEW
 JJ0901'AZIMUTH MARK WERE ESTABLISHED AT THIS TIME.
 JJ0901'
 JJ0901'STATION IS REACHED FROM THE POST OFFICE IN WILD HORSE.  GO
 JJ0901'EAST ON U.S. HIGHWAYS 40 AND 287 FOR 0.5 MILE TO A GRAVELED
 JJ0901'ROAD LEFT.  TURN LEFT AND GO NORTH ON THE GRAVELED ROAD FOR
 JJ0901'6.2 MILES TO A SMALL TREE, METAL WITNESS POST AND AZIMUTH
 JJ0901'MARK ON THE LEFT.  CONTINUE NORTH ON THE ROAD FOR 0.7 MILE
 JJ0901'TO THE STATION MARK ON THE RIGHT.
 JJ0901'
 JJ0901'STATION MARK DISK IS STAMPED BLOW 1954, SET IN THE TOP OF A
 JJ0901'ROUND CONCRETE MONUMENT THAT IS ABOUT 12 INCHES BELOW THE
 JJ0901'GROUND SURFACE.  MARK IS IN A CULTIVATED FIELD, 53 FEET
 JJ0901'EAST OF THE CENTER OF THE NORTH-SOUTH GRAVELED ROAD AND
 JJ0901'33.7 FEET EAST OF A METAL WITNESS POST WITH A METAL WITNESS
 JJ0901'SIGN ATTACHED.
 JJ0901'
 JJ0901'REFERENCE MARK NUMBER 2 DISK IS STAMPED BLOW NO 2 1954, SET
 JJ0901'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES.
 JJ0901'MARK IS 44 FEET WEST OF THE CENTER OF THE GRAVELED ROAD,
 JJ0901'16.5 FEET NORTH OF A LARGE GATE POST OF A WIRE GATE AND
 JJ0901'4.3 FEET NORTH OF A METAL WITNESS POST.
 JJ0901'
 JJ0901'REFERENCE MARK NUMBER 3 DISK IS STAMPED BLOW 1954 NO 3 1975,
 JJ0901'CLAMPED TO THE TOP OF A COPPER COVERED ROD WHICH IS ATTACHED
 JJ0901'TO AN OCTAGON SHAPED STEEL PLATE WHICH IS BURRIED IN THE GROUND
 JJ0901'30 INCHES.  MARK PROJECTS 2 INCHES.  MARK IS 45 FEET WEST
 JJ0901'OF THE NORTH-SOUTH GRAVELED ROOF, 15.2 FEET SOUTH OF A METAL
 JJ0901'WITNESS POST WITH SIGN AND 1.4 FEET WEST OF A NORTH-SOUTH
 JJ0901'FENCELINE.
 JJ0901'
 JJ0901'AZIMUTH MARK IS A REFERENCE MARK DISK, STAMPED BLOW 1954 AZ
 JJ0901'2 1975, SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING
 JJ0901'2 INCHES.  MARK IS 44 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 JJ0901'GRAVELED ROAD, 7.5 FEET WEST OF A SMALL OR SHORT 6-INCH TREE,
 JJ0901'2.5 FEET NORTH OF A METAL WITNESS POST WITH METAL SIGN ATTACHED
 JJ0901'AND 1.5 FEET EAST OF A NORTH-SOUTH FENCELINE.
 JJ0901'
 JJ0901'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 JJ0901'
 JJ0901'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES
 JJ0901'NORTH OF WILD HORSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0677 ***********************************************************************
 KL0677  DESIGNATION -  BLOWOUT
 KL0677  PID         -  KL0677
 KL0677  STATE/COUNTY-  CO/EAGLE
 KL0677  USGS QUAD   -  DOTSERO (1987)
 KL0677
 KL0677                         *CURRENT SURVEY CONTROL
 KL0677  ___________________________________________________________________
 KL0677* NAD 83(1992)-  39 40 57.06621(N)    107 02 12.25640(W)     ADJUSTED  
 KL0677* NAVD 88     -      2651.8    (meters)    8700.     (feet)  VERTCON   
 KL0677  ___________________________________________________________________
 KL0677  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 KL0677  GEOID HEIGHT-         -13.71  (meters)                     GEOID03
 KL0677
 KL0677  HORZ ORDER  -  FIRST
 KL0677
 KL0677.The horizontal coordinates were established by classical geodetic methods
 KL0677.and adjusted by the National Geodetic Survey in January 1993..
 KL0677
 KL0677.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0677
 KL0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0677
 KL0677.The geoid height was determined by GEOID03.
 KL0677
 KL0677;                    North         East     Units Scale Factor Converg.
 KL0677;SPC CO C     -   511,194.614   782,576.090   MT  0.99998735   -0 58 09.1
 KL0677;SPC CO C     - 1,677,144.33  2,567,501.72   sFT  0.99998735   -0 58 09.1
 KL0677;UTM  13      - 4,394,503.600   325,335.319   MT  0.99997561   -1 18 03.1
 KL0677
 KL0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0677!SPC CO C     -   0.99958630  x   0.99998735  =   0.99957365
 KL0677!UTM  13      -   0.99958630  x   0.99997561  =   0.99956192
 KL0677
 KL0677|---------------------------------------------------------------------|
 KL0677| PID    Reference Object                     Distance      Geod. Az  |
 KL0677|                                                           dddmmss.s |
 KL0677| CM6097 BLOWOUT RM 2                          3.962 METERS 04056     |
 KL0677| KL0666 LOS ANGELES DENVER AWY BCN 76A      APPROX.21.1 KM 0722759.3 |
 KL0677| CM6096 BLOWOUT RM 1                          4.856 METERS 15815     |
 KL0677| KL0678 DOTSERO                             APPROX. 4.9 KM 2011743.7 |
 KL0677|---------------------------------------------------------------------|
 KL0677
 KL0677                          SUPERSEDED SURVEY CONTROL
 KL0677
 KL0677  NAD 83(1986)-  39 40 57.06241(N)    107 02 12.25584(W) AD(       ) 1
 KL0677  NAD 27      -  39 40 57.11900(N)    107 02 10.08700(W) AD(       ) 1
 KL0677  NGVD 29 (07/19/86) 2650.5    (m)         8696.     (f) VERT ANG       
 KL0677
 KL0677.Superseded values are not recommended for survey control.
 KL0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0677.See file dsdata.txt to determine how the superseded data were derived.
 KL0677
 KL0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD2533594504(NAD 83)
 KL0677_MARKER: DS = TRIANGULATION STATION DISK
 KL0677_SETTING: 80 = SET IN A BOULDER
 KL0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0677+STABILITY: SURFACE MOTION
 KL0677
 KL0677  HISTORY     - Date     Condition        Report By
 KL0677  HISTORY     - 1953     MONUMENTED       CGS
 KL0677  HISTORY     - 1959     GOOD             USGS
 KL0677  HISTORY     - 1972     GOOD             USFS
 KL0677
 KL0677                          STATION DESCRIPTION
 KL0677
 KL0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KL0677'THE STATION IS LOCATED ABOUT 7 MILES NORTHWEST OF GYPSUM
 KL0677'AND ABOUT 4 MILES NORTHEAST OF DOTSERO ON THE HIGHEST PART
 KL0677'OF A GENTLY ROUNDED WOODED RIDGE.  THE STATION MARK IS 45
 KL0677'FEET SOUTHWEST OF A TREE WITH A TRIANGLE BLAZE AND 26 FEET
 KL0677'SOUTHEAST OF A TREE WITH A TRIANGLE BLAZE.  IT IS SET IN
 KL0677'A BOULDER ABOUT 2 FEET IN DIAMETER AND IT IS STAMPED BLOWOUT
 KL0677'1953.
 KL0677'
 KL0677'REFERENCE MARK NO. 1 IS 43 FEET SOUTHWEST OF A TREE WITH
 KL0677'A TRIANGLE BLAZE AND 42 FEET SOUTHEAST OF A TRIANGLE BLAZE.  IT
 KL0677'IS SET IN A BOULDER THAT IS ABOUT 18 INCHES IN DIAMETER AND IT IS
 KL0677'STAMPED BLOWOUT NO 1 1953.
 KL0677'
 KL0677'REFERENCE MARK NO. 2 IS 36 FEET WEST OF A TREE WITH A TRIANGLE
 KL0677'BLAZE AND 25 FEET SOUTHEAST OF A TREE WITH A TRIANGLE BLAZE.
 KL0677'IT IS SET IN A BOULDER THAT PROJECTS ABOUT 8 INCHES AND IT
 KL0677'IS STAMPED BLOWOUT NO 2 1953.
 KL0677'
 KL0677'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 24.69
 KL0677'FEET.
 KL0677'
 KL0677'TRIANGULATION STATION DOTSERO WILL SERVE AS AN AZIMUTH MARK.
 KL0677'
 KL0677'TO REACH THE STATION FROM THE RAILROAD DEPOT IN GYPSUM GO
 KL0677'EAST FOR 0.1 MILE TO U.S. HIGHWAYS 6 AND 24, TURN LEFT AND
 KL0677'GO NORTH ON U.S. HIGHWAYS 6 AND 24 FOR 0.1 MILE TO A SIDE
 KL0677'ROAD RIGHT AND SIGN KAY-LEE CABINS AND ROOMS, TURN RIGHT
 KL0677'AND FOLLOW THE MAIN TRAVELED ROAD FOR 4.6 MILES TO A FORK AT
 KL0677'THE TOP OF THE PASS, TAKE LEFT FORK AND GO 0.25 MILE TO A T
 KL0677'ROAD LEFT, TURN LEFT AND GO 1.7 MILES TO A T ROAD RIGHT,
 KL0677'TURN RIGHT AND GO 1.0 MILE TO A FORK, TAKE LEFT FORK AND GO
 KL0677'1.7 MILES TO A DIM FORK RIGHT, TURN RIGHT AND FOLLOW THE
 KL0677'DIM FORK FOR 0.15 MILE TO THE SITE OF AN ABANDONED CABIN
 KL0677'CAMP AND THIS IS THE END OF TRUCK TRAVEL FOR A 2-WHEEL DRIVE
 KL0677'VEHICLE.  FROM THIS POINT THE STATION IS 205 DEGREES
 KL0677'MAGNETIC.  A 4-WHEEL DRIVE VEHICLE MAY BE DRIVEN FROM THE SITE
 KL0677'OF THE ABANDONED CAMP BY GOING NORTHWEST FOR 0.2 MILE TO
 KL0677'THE END OF A RIDGE, THEN FOLLOW A RIDGE FOR 0.2 MILE TO
 KL0677'A LOW SADDLE, THEN TURN SOUTHERLY AND FOLLOW THE ROCKY RIDGE
 KL0677'FOR 0.5 MILE TO THE END OF TRUCK TRAVEL FOR A 4-WHEEL
 KL0677'DRIVE VEHICLE.  FROM HERE PACK SOUTHWEST TO THE HIGHEST PART
 KL0677'OF THE HILL AND THE STATION AND REFERENCE MARKS AS
 KL0677'DESCRIBED.
 KL0677'
 KL0677'THIS IS ABOUT A 10-MINUTE PACK.
 KL0677
 KL0677                          STATION RECOVERY (1959)
 KL0677
 KL0677'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KL0677'RECOVERED.
 KL0677
 KL0677                          STATION RECOVERY (1972)
 KL0677
 KL0677'RECOVERY NOTE BY US FOREST SERVICE 1972
 KL0677'STATION MARK--STANDARD USC AND GS DISK SET IN BOULDER, ABOUT 2 FT. IN
 KL0677'DIAMETER, STAMPED---BLOWOUT 1953---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0943 ***********************************************************************
 JJ0943  DESIGNATION -  BLSTH 3
 JJ0943  PID         -  JJ0943
 JJ0943  STATE/COUNTY-  CO/CROWLEY
 JJ0943  USGS QUAD   -  MEREDITH HILL (1954)
 JJ0943
 JJ0943                         *CURRENT SURVEY CONTROL
 JJ0943  ___________________________________________________________________
 JJ0943* NAD 83(1992)-  38 14 59.20476(N)    103 30 36.04586(W)     ADJUSTED  
 JJ0943* NAVD 88     -      1328.     (meters)    4357.     (feet)  SCALED    
 JJ0943  ___________________________________________________________________
 JJ0943  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 JJ0943  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 JJ0943
 JJ0943  HORZ ORDER  -  THIRD
 JJ0943
 JJ0943.The horizontal coordinates were established by classical geodetic methods
 JJ0943.and adjusted by the National Geodetic Survey in January 1993..
 JJ0943
 JJ0943.The orthometric height was scaled from a topographic map.
 JJ0943
 JJ0943.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0943
 JJ0943.The geoid height was determined by GEOID03.
 JJ0943
 JJ0943;                    North         East     Units Scale Factor Converg.
 JJ0943;SPC CO S     -   482,359.392 1,088,574.692   MT  0.99997165   +1 13 14.2
 JJ0943;SPC CO S     - 1,582,540.77  3,571,432.14   sFT  0.99997165   +1 13 14.2
 JJ0943;UTM  13      - 4,234,578.748   630,375.417   MT  0.99980934   +0 55 21.2
 JJ0943
 JJ0943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0943!SPC CO S     -   0.99979518  x   0.99997165  =   0.99976684
 JJ0943!UTM  13      -   0.99979518  x   0.99980934  =   0.99960456
 JJ0943
 JJ0943:                Primary Azimuth Mark                     Grid Az
 JJ0943:SPC CO S     -  TODD                                     349 58 51.8
 JJ0943:UTM  13      -  TODD                                     350 16 44.8
 JJ0943
 JJ0943|---------------------------------------------------------------------|
 JJ0943| PID    Reference Object                     Distance      Geod. Az  |
 JJ0943|                                                           dddmmss.s |
 JJ0943| JJ0941 TODD                                APPROX. 3.5 KM 3511206.0 |
 JJ0943|---------------------------------------------------------------------|
 JJ0943
 JJ0943                          SUPERSEDED SURVEY CONTROL
 JJ0943
 JJ0943  NAD 83(1986)-  38 14 59.19172(N)    103 30 36.04582(W) AD(       ) 3
 JJ0943  NAD 27      -  38 14 59.17136(N)    103 30 34.26473(W) AD(       ) 3
 JJ0943
 JJ0943.Superseded values are not recommended for survey control.
 JJ0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0943.See file dsdata.txt to determine how the superseded data were derived.
 JJ0943
 JJ0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC3037534579(NAD 83)
 JJ0943_MARKER: DD = SURVEY DISK
 JJ0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0943_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JJ0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0943+STABILITY: SURFACE MOTION
 JJ0943
 JJ0943  HISTORY     - Date     Condition        Report By
 JJ0943  HISTORY     - 1949     MONUMENTED       USGS
 JJ0943
 JJ0943                          STATION DESCRIPTION
 JJ0943
 JJ0943'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 JJ0943'STATION IS LOCATED ABOUT 9 MI. E. AND 1 MI. N. OF SUGAR CITY,
 JJ0943'COLORADO, IN THE SE. 1/4 OF SEC. 1, T 21 S, R 55 W.
 JJ0943'
 JJ0943'TO REACH STATION FROM THE POST OFFICE IN SUGAR CITY, PROCEED E. ALONG
 JJ0943'STATE HIGHWAY 96 FOR 8.9 MI. TO JUNCTION WITH WINDING DIRT T-RD. ALONG
 JJ0943'FENCE.  THENCE S. ON DIRT RD. FOR 1.1 MI. TO THE CREST OF A HILL IN A
 JJ0943'LIGHT COLORED AREA.  STATION LIES 5 FT. TO THE W., NEXT TO FENCE.
 JJ0943'
 JJ0943'STATION MARK--STANDARD TABLET SET IN TOP OF 6 X 6 IN. CONCRETE POST
 JJ0943'PROJECTING 6 IN. ABOVE GROUND AND STAMPED ---BLSTH-3 1949---.
 JJ0943'
 JJ0943'REFERENCE MARK NO. 1--A 1/2 IN. REINFORCING ROD PROJECTING 5 IN. ABOVE
 JJ0943'GROUND, 66.8 FT. FROM STATION, S 70 DEG 54 MIN E.
 JJ0943'
 JJ0943'REFERENCE MARK NO. 2--A 1/2 IN. REINFORCING ROD PROJECTING 4 IN. ABOVE
 JJ0943'GROUND, 80.7 FT. FROM STATION, S 16 DEG 55 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0688 ***********************************************************************
 JL0688  DESIGNATION -  BLUE
 JL0688  PID         -  JL0688
 JL0688  STATE/COUNTY-  CO/SAGUACHE
 JL0688  USGS QUAD   -  COLD SPRING PARK (1965)
 JL0688
 JL0688                         *CURRENT SURVEY CONTROL
 JL0688  ___________________________________________________________________
 JL0688* NAD 83(1992)-  38 11 55.00464(N)    106 49 08.18393(W)     ADJUSTED  
 JL0688* NAVD 88     -      2780.0    (meters)    9121.     (feet)  VERTCON   
 JL0688  ___________________________________________________________________
 JL0688  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 JL0688  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 JL0688
 JL0688  HORZ ORDER  -  SECOND
 JL0688
 JL0688.The horizontal coordinates were established by classical geodetic methods
 JL0688.and adjusted by the National Geodetic Survey in January 1993..
 JL0688
 JL0688.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0688
 JL0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0688
 JL0688.The geoid height was determined by GEOID03.
 JL0688
 JL0688;                    North         East     Units Scale Factor Converg.
 JL0688;SPC CO S     -   475,640.304   798,877.033   MT  0.99996558   -0 48 32.4
 JL0688;SPC CO S     - 1,560,496.56  2,620,982.40   sFT  0.99996558   -0 48 32.4
 JL0688;UTM  13      - 4,229,415.545   340,727.239   MT  0.99991243   -1 07 30.2
 JL0688
 JL0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0688!SPC CO S     -   0.99956629  x   0.99996558  =   0.99953189
 JL0688!UTM  13      -   0.99956629  x   0.99991243  =   0.99947876
 JL0688
 JL0688|---------------------------------------------------------------------|
 JL0688| PID    Reference Object                     Distance      Geod. Az  |
 JL0688|                                                           dddmmss.s |
 JL0688| CM6102 BLUE RM 1                            15.186 METERS 07051     |
 JL0688| CM6103 BLUE RM 2                            15.260 METERS 17757     |
 JL0688| CM6101 BLUE AZ MK                                         2580716.5 |
 JL0688|---------------------------------------------------------------------|
 JL0688
 JL0688                          SUPERSEDED SURVEY CONTROL
 JL0688
 JL0688  NAD 83(1986)-  38 11 55.00254(N)    106 49 08.18977(W) AD(       ) 2
 JL0688  NAD 27      -  38 11 55.02290(N)    106 49 06.04410(W) AD(       ) 2
 JL0688  NGVD 29 (07/19/86) 2778.2    (m)         9115.     (f) VERT ANG       
 JL0688
 JL0688.Superseded values are not recommended for survey control.
 JL0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0688.See file dsdata.txt to determine how the superseded data were derived.
 JL0688
 JL0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC4072729416(NAD 83)
 JL0688_MARKER: DS = TRIANGULATION STATION DISK
 JL0688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0688
 JL0688  HISTORY     - Date     Condition        Report By
 JL0688  HISTORY     - 1958     MONUMENTED       CGS
 JL0688
 JL0688                          STATION DESCRIPTION
 JL0688
 JL0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 JL0688'STATION IS LOCATED ABOUT 26 MILES SOUTH-SOUTHEAST OF GUNNISON,
 JL0688'7 MILES SOUTHWEST OF THE FLYING M RANCH AND ON A LOW, BARE,
 JL0688'ROAD CUT EMBANKMENT ABOUT 20 FEET HIGH AND ON THE SOUTH SIDE
 JL0688'OF THE GRADED ROAD.
 JL0688'
 JL0688'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY
 JL0688'114, ABOUT 8 MILES EAST OF GUNNISON, GO SOUTH ON STATE HIGHWAY
 JL0688'114 FOR 19.2 MILES TO THE FLYING M RANCH ON THE LEFT.  CONTINUE
 JL0688'SOUTH ON HIGHWAY FOR 3.4 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT,
 JL0688'LEAVING HIGHWAY 114, AND GO WESTERLY ON GRADED ROAD FOR 4.4
 JL0688'MILES TO A CLUMP OF ASPEN TREES ON THE LEFT SIDE OF THE ROAD.
 JL0688'CONTINUE WESTERLY ON GRADED ROAD FOR 0.75 MILE TO THE MOUTH
 JL0688'OF A SMALL DRAW.  (TO REACH THE AZIMUTH MARK FROM THIS POINT,
 JL0688'CONTINUE WESTERLY FOR 0.4 MILE TO THE MARK ON RIGHT.) TURN
 JL0688'LEFT AND FOLLOW UP DRAW FOR 0.1 MILE.  THENCE SHARP LEFT FOR
 JL0688'0.1 MILE TO A POWERLINE POLE AND STATION.
 JL0688'
 JL0688'STATION MARKS ARE STANDARD DISKS, STAMPED BLUE 1958.  SURFACE
 JL0688'MARK IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST
 JL0688'PROJECTING 6 INCHES, 118 FEET SOUTH-SOUTHEAST OF AN EAST-WEST,
 JL0688'GRADED ROAD CENTER AND 9 FEET WEST OF A POWERLINE POLE.  A
 JL0688'4 X 4 WHITE WITNESS POST WAS SET 3 FEET NORTH OF THE MARK.
 JL0688'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 28
 JL0688'INCHES BELOW THE GROUND SURFACE.
 JL0688'
 JL0688'REFERENCE MARK 1 IS A STANDARD AZIMUTH MARK DISK, STAMPED
 JL0688'BLUE NO 1 1958.  IT IS SET IN THE TOP OF AN 11 INCH SQUARE,
 JL0688'CONCRETE POST PROJECTING 6 INCHES, 124 FEET SOUTH-SOUTHEAST
 JL0688'OF THE GRADED ROAD CENTER AND 42 FEET WEST-SOUTHWEST OF THE
 JL0688'POWERLINE POLE.
 JL0688'
 JL0688'REFERENCE MARK 2 IS A STANDARD AZIMUTH MARK DISK, STAMPED
 JL0688'BLUE NO 2 1958.  IT IS SET IN THE TOP OF AN 11 INCH SQUARE,
 JL0688'CONCRETE POST PROJECTING 6 INCHES, 169 FEET SOUTH-SOUTHEAST
 JL0688'OF THE GRADED ROAD CENTER AND 51 FEET SOUTHWEST OF THE POWERLINE
 JL0688'POLE.
 JL0688'
 JL0688'AZIMUTH MARK IS A STANDARD DISK, STAMPED BLUE 1958.  IT IS
 JL0688'SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING
 JL0688'6 INCHES, 83 FEET SOUTH OF AN EAST-WEST FENCE, 62 FEET NORTH
 JL0688'OF AN EAST-WEST, GRADED ROAD CENTER AND 2 FEET EAST OF A
 JL0688'POWERLINE POLE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2
 JL0688'FEET SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0810 ***********************************************************************
 JL0810  DESIGNATION -  BLUE
 JL0810  PID         -  JL0810
 JL0810  STATE/COUNTY-  CO/GUNNISON
 JL0810  USGS QUAD   -  POISON DRAW (1982)
 JL0810
 JL0810                         *CURRENT SURVEY CONTROL
 JL0810  ___________________________________________________________________
 JL0810* NAD 83(1992)-  38 21 55.02878(N)    107 21 29.60634(W)     ADJUSTED  
 JL0810* NAVD 88     -      2899.5    (meters)    9513.     (feet)  VERTCON   
 JL0810  ___________________________________________________________________
 JL0810  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 JL0810  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 JL0810
 JL0810  HORZ ORDER  -  THIRD
 JL0810
 JL0810.The horizontal coordinates were established by classical geodetic methods
 JL0810.and adjusted by the National Geodetic Survey in January 1993..
 JL0810
 JL0810.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0810
 JL0810.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0810
 JL0810.The geoid height was determined by GEOID03.
 JL0810
 JL0810;                    North         East     Units Scale Factor Converg.
 JL0810;SPC CO C     -   365,512.707   752,010.790   MT  1.00001773   -1 10 19.1
 JL0810;SPC CO C     - 1,199,186.27  2,467,222.07   sFT  1.00001773   -1 10 19.1
 JL0810;UTM  13      - 4,248,977.944   293,971.968   MT  1.00012278   -1 27 51.1
 JL0810
 JL0810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0810!SPC CO C     -   0.99954757  x   1.00001773  =   0.99956529
 JL0810!UTM  13      -   0.99954757  x   1.00012278  =   0.99967029
 JL0810
 JL0810:                Primary Azimuth Mark                     Grid Az
 JL0810:SPC CO C     -  RIM                                      019 55 51.4
 JL0810:UTM  13      -  RIM                                      020 13 23.4
 JL0810
 JL0810|---------------------------------------------------------------------|
 JL0810| PID    Reference Object                     Distance      Geod. Az  |
 JL0810|                                                           dddmmss.s |
 JL0810| JL0802 RIM                                 APPROX. 9.1 KM 0184532.3 |
 JL0810|---------------------------------------------------------------------|
 JL0810
 JL0810                          SUPERSEDED SURVEY CONTROL
 JL0810
 JL0810  NAD 83(1986)-  38 21 55.02509(N)    107 21 29.61616(W) AD(       ) 3
 JL0810  NAD 27      -  38 21 55.04843(N)    107 21 27.39712(W) AD(       ) 3
 JL0810  NGVD 29 (07/19/86) 2897.9    (m)         9508.     (f) VERT ANG       
 JL0810
 JL0810.Superseded values are not recommended for survey control.
 JL0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0810.See file dsdata.txt to determine how the superseded data were derived.
 JL0810
 JL0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC9397248978(NAD 83)
 JL0810_MARKER: DD = SURVEY DISK
 JL0810_SETTING: 80 = SET IN A BOULDER
 JL0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0810+STABILITY: SURFACE MOTION
 JL0810
 JL0810  HISTORY     - Date     Condition        Report By
 JL0810  HISTORY     - 1950     MONUMENTED       USGS
 JL0810
 JL0810                          STATION DESCRIPTION
 JL0810
 JL0810'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JL0810'STATION LOCATED ABOUT 8 MI. AIRLINE SW. OF SAPINERO, 12.0 MI.
 JL0810'AIRLINE SE. OF CIMARRON, ON A TIMBERED RIDGE.
 JL0810'
 JL0810'TO REACH STATION FROM THE CENTERLINE OF U.S. HIGHWAY 50 OPPOSITE
 JL0810'RAILROAD STATION AT SAPINERO, GO SW. ON HIGHWAY 50 7.8 MI. TO IRON
 JL0810'GATE ON THE LEFT SIDE OF HIGHWAY, LEAVE HIGHWAY, PASS THROUGH GATE
 JL0810'AND FOLLOW TRACK RD. SE. 1.3 MI. TO FORK.  TAKE RIGHT FORK SE. 0.2
 JL0810'MI. TO FORK, GO LEFT (SE.) 0.2 MI. TO POLE GATE.  CONTINUE ON SE.
 JL0810'0.9 MI. TO SMALL EARTH DAM, CROSS CREEK ON DAM AND CONTINUE ON 0.3
 JL0810'MI. TO FORK AT FENCE CORNER.  TAKE RIGHT FORK S. 1.1 MI. TO T-RD.
 JL0810'E., CONTINUE ON S. 0.1 MI. TO FORK.  TAKE LEFT FORK SE. 0.5 MI. TO
 JL0810'FORK.  TAKE LEFT FORK E. 0.3 MI. TO FORK.  TAKE RIGHT FORK S. 0.8
 JL0810'MI. TO FORK ON N. SIDE OF SADDLE.  TAKE LEFT FORK E. 0.2 MI. TO END
 JL0810'OF TRUCK TRAVEL.  PACK S. TO TOP OF RIDGE AND THEN SE. ALONG RIDGE
 JL0810'TO HIGHEST PART AND STATION SITE (ABOUT 30 MINUTE PACK).
 JL0810'
 JL0810'STATION MARK--STANDARD TABLET, STAMPED ---BLUE 1950---, CEMENTED IN
 JL0810'A BOULDER.
 JL0810'
 JL0810'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---BLUE 1950
 JL0810'NO. 1---, CEMENTED IN BOULDER 16.20 FT. FROM STATION,
 JL0810'N 17 DEG 29 MIN E.
 JL0810'
 JL0810'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---BLUE 1950
 JL0810'NO. 2---, CEMENTED IN ROCK OUTCROP 30.00 FT. FROM STATION,
 JL0810'S 73 DEG 51 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0451 ***********************************************************************
 JM0451  DESIGNATION -  BLUE
 JM0451  PID         -  JM0451
 JM0451  STATE/COUNTY-  CO/MESA
 JM0451  USGS QUAD   -  CALAMITY MESA (1972)
 JM0451
 JM0451                         *CURRENT SURVEY CONTROL
 JM0451  ___________________________________________________________________
 JM0451* NAD 83(1992)-  38 31 26.74497(N)    108 48 45.11992(W)     ADJUSTED  
 JM0451* NAVD 88     -      1852.8    (meters)    6079.     (feet)  VERTCON   
 JM0451  ___________________________________________________________________
 JM0451  LAPLACE CORR-           7.04  (seconds)                    DEFLEC99
 JM0451  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 JM0451
 JM0451  HORZ ORDER  -  THIRD
 JM0451
 JM0451.The horizontal coordinates were established by classical geodetic methods
 JM0451.and adjusted by the National Geodetic Survey in November 1997..
 JM0451
 JM0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0451
 JM0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0451
 JM0451.The geoid height was determined by GEOID03.
 JM0451
 JM0451;                    North         East     Units Scale Factor Converg.
 JM0451;SPC CO C     -   386,746.345   625,604.652   MT  0.99998626   -2 05 21.0
 JM0451;SPC CO C     - 1,268,850.30  2,052,504.60   sFT  0.99998626   -2 05 21.0
 JM0451;SPC CO S     -   516,075.492   625,592.070   MT  1.00001783   -2 01 54.6
 JM0451;SPC CO S     - 1,693,157.68  2,052,463.32   sFT  1.00001783   -2 01 54.6
 JM0451;UTM  12      - 4,266,234.984   690,689.372   MT  1.00004781   +1 21 46.3
 JM0451
 JM0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0451!SPC CO C     -   0.99971222  x   0.99998626  =   0.99969849
 JM0451!SPC CO S     -   0.99971222  x   1.00001783  =   0.99973005
 JM0451!UTM  12      -   0.99971222  x   1.00004781  =   0.99976002
 JM0451
 JM0451                          SUPERSEDED SURVEY CONTROL
 JM0451
 JM0451  NAD 83(1992)-  38 31 26.74044(N)    108 48 45.12378(W) AD(       ) 3
 JM0451  NAD 83(1986)-  38 31 26.73804(N)    108 48 45.11719(W) AD(       ) 3
 JM0451  NAD 27      -  38 31 26.78175(N)    108 48 42.74867(W) AD(       ) 3
 JM0451  NGVD 29 (07/19/86) 1851.6    (m)         6075.     (f) VERT ANG       
 JM0451
 JM0451.Superseded values are not recommended for survey control.
 JM0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0451.See file dsdata.txt to determine how the superseded data were derived.
 JM0451
 JM0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH9068966235(NAD 83)
 JM0451_MARKER: DD = SURVEY DISK
 JM0451_SETTING: 66 = SET IN ROCK OUTCROP
 JM0451_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 JM0451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0451+STABILITY: POSITION/ELEVATION WELL
 JM0451
 JM0451  HISTORY     - Date     Condition        Report By
 JM0451  HISTORY     - 1947     MONUMENTED       USGS
 JM0451
 JM0451                          STATION DESCRIPTION
 JM0451
 JM0451'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JM0451'STATION IS LOCATED ON THE NORTHEASTERN PART OF BLUE MESA ON A SMALL
 JM0451'TIMBERED KNOLL, WHICH RISES ABOVE THE SURROUNDING TERRAIN IN
 JM0451'APPROXIMATELY THE SW. 1/4 SEC. 7, T 49 N, R 17 W.
 JM0451'
 JM0451'TO REACH FROM BRIDGE ACROSS SAN MIGUEL RIVER AT URAVAN, COLORADO,
 JM0451'FOLLOW STATE HIGHWAY 141 NW. DOWN CANYON TOWARD GATEWAY 10.2 MI. TO
 JM0451'JUNCTION WITH DIRT RD. LEADING OUT OF CANYON TO RIGHT UP STEEP GRADE,
 JM0451'FOLLOW DIRT RD. 3.2 MI. TO FORK AT DRAIN CROSSING, KEEP LEFT FORK 6.8
 JM0451'MI. TO FORK WHERE LEFT RD. CLIMBS OUT OF CANYON, TAKE LEFT FORK AND
 JM0451'CONTINUE 2.8 MI. TO TRACK RD. TURNING OFF TO LEFT, FOLLOW THIS TRACK
 JM0451'RD. 3.2 MI. WHERE RD. BREAKS OUT OF TIMBER INTO SAGE BRUSH FLAT.
 JM0451'FROM THIS POINT STATION IS CLEARLY VISIBLE ABOUT 0.25 MI. TO RIGHT
 JM0451'OF RD.  TRUCK MAY BE DRIVEN CROSS COUNTRY TO TIMBER AT BASE OF KNOLL
 JM0451'FROM WHERE A FIVE MINUTE PACK WILL BRING PARTY TO STATION SITE.
 JM0451'
 JM0451'STATION MARK--STANDARD TABLET, STAMPED ---BLUE 1947 6072---, AND
 JM0451'CEMENTED IN DRILL HOLE IN OUTCROPPING BEDROCK.
 JM0451'
 JM0451'REFERENCE MARKS--CHISELED ARROWS, IN ROCK OUTCROPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0656 ***********************************************************************
 KL0656  DESIGNATION -  BLUE
 KL0656  PID         -  KL0656
 KL0656  STATE/COUNTY-  CO/PITKIN
 KL0656  USGS QUAD   -  MT CHAMPION (1960)
 KL0656
 KL0656                         *CURRENT SURVEY CONTROL
 KL0656  ___________________________________________________________________
 KL0656* NAD 83(1992)-  39 08 04.61406(N)    106 33 48.01891(W)     ADJUSTED  
 KL0656* NAVD 88     -      4182.2    (meters)   13721.     (feet)  VERTCON   
 KL0656  ___________________________________________________________________
 KL0656  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 KL0656  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 KL0656
 KL0656  HORZ ORDER  -  SECOND
 KL0656
 KL0656.The horizontal coordinates were established by classical geodetic methods
 KL0656.and adjusted by the National Geodetic Survey in January 1993..
 KL0656
 KL0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0656
 KL0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0656
 KL0656.The geoid height was determined by GEOID03.
 KL0656
 KL0656;                    North         East     Units Scale Factor Converg.
 KL0656;SPC CO C     -   449,790.395   822,471.403   MT  0.99993608   -0 40 14.3
 KL0656;SPC CO C     - 1,475,687.32  2,698,391.59   sFT  0.99993608   -0 40 14.3
 KL0656;UTM  13      - 4,332,878.732   364,881.208   MT  0.99982480   -0 59 12.6
 KL0656
 KL0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0656!SPC CO C     -   0.99934631  x   0.99993608  =   0.99928243
 KL0656!UTM  13      -   0.99934631  x   0.99982480  =   0.99917122
 KL0656
 KL0656|---------------------------------------------------------------------|
 KL0656| PID    Reference Object                     Distance      Geod. Az  |
 KL0656|                                                           dddmmss.s |
 KL0656| CM6099 BLUE RM 1                             6.864 METERS 04158     |
 KL0656| CM6098 BLUE AZ MK                                         1862532.2 |
 KL0656| CM6100 BLUE RM 2                             5.845 METERS 20544     |
 KL0656|---------------------------------------------------------------------|
 KL0656
 KL0656                          SUPERSEDED SURVEY CONTROL
 KL0656
 KL0656  NAD 83(1986)-  39 08 04.60528(N)    106 33 48.01850(W) AD(       ) 2
 KL0656  NAD 27      -  39 08 04.63800(N)    106 33 45.91100(W) AD(       ) 2
 KL0656  NGVD 29 (07/19/86) 4180.2    (m)        13715.     (f) VERT ANG       
 KL0656
 KL0656.Superseded values are not recommended for survey control.
 KL0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0656.See file dsdata.txt to determine how the superseded data were derived.
 KL0656
 KL0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD6488132879(NAD 83)
 KL0656_MARKER: DS = TRIANGULATION STATION DISK
 KL0656_SETTING: 80 = SET IN A BOULDER
 KL0656_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KL0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0656
 KL0656  HISTORY     - Date     Condition        Report By
 KL0656  HISTORY     - 1953     MONUMENTED       CGS
 KL0656  HISTORY     - 1959     GOOD             USGS
 KL0656
 KL0656                          STATION DESCRIPTION
 KL0656
 KL0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KL0656'THE STATION IS LOCATED ABOUT 20 MILES EAST-SOUTHEAST OF ASPEN,
 KL0656'17 MILES WEST-NORTHWEST OF TWIN LAKES AND ABOUT 2.5 MILES NORTH
 KL0656'OF THE SUMMIT OF INDEPENDENCE PASS ON THE HIGHEST POINT OF
 KL0656'A HIGH ROCKY PEAK IN THE CONTINENTAL DIVIDE.  IT IS STAMPED
 KL0656'BLUE 1953.
 KL0656'
 KL0656'REFERENCE MARK NO. 1 IS ABOUT 2 FEET HIGHER IN ELEVATION THAN
 KL0656'THE STATION AND IS STAMPED BLUE NO 1 1953.
 KL0656'
 KL0656'REFERENCE MARK NO. 2 IS ABOUT 3 FEET LOWER IN ELEVATION THAN
 KL0656'THE STATION AND IS STAMPED BLUE NO 2 1953.
 KL0656'
 KL0656'THE AZIMUTH MARK IS LOCATED ON THE SUMMIT OF INDEPENDENCE
 KL0656'PASS, 0.1 MILE WEST OF A LARGE FOREST SERVICE SIGN ENTERING
 KL0656'SAN ISABEL NATIONAL FOREST AND 20 FEET NORTH OF THE CENTER OF
 KL0656'STATE HIGHWAY 82.  IT IS STAMPED BLUE 1953.
 KL0656'
 KL0656'TO REACH THE STATION FROM THE SUMMIT OF INDEPENDENCE PASS,
 KL0656'(20 MILES EAST-SOUTH EAST OF ASPEN ON STATE HIGHWAY 82) PACK
 KL0656'NORTHERLY KEEPING TO THE WEST SIDE OF FIRST PEAK FOR ABOUT
 KL0656'2.5 MILES TO THE HIGHEST POINT OF SECOND PEAK AND STATION
 KL0656'AS DESCRIBED.
 KL0656'
 KL0656'(THIS IS ABOUT A 3 HOUR PACK.)
 KL0656
 KL0656                          STATION RECOVERY (1959)
 KL0656
 KL0656'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KL0656'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0434 ***********************************************************************
 HK0434  DESIGNATION -  BLUE
 HK0434  PID         -  HK0434
 HK0434  STATE/COUNTY-  CO/LAS ANIMAS
 HK0434  USGS QUAD   -  MYERS CANYON (1970)
 HK0434
 HK0434                         *CURRENT SURVEY CONTROL
 HK0434  ___________________________________________________________________
 HK0434* NAD 83(1992)-  37 47 41.92137(N)    104 19 15.71270(W)     ADJUSTED  
 HK0434* NAVD 88     -      1759.9    (meters)    5774.     (feet)  VERTCON   
 HK0434  ___________________________________________________________________
 HK0434  LAPLACE CORR-          -8.65  (seconds)                    DEFLEC99
 HK0434  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 HK0434
 HK0434  HORZ ORDER  -  SECOND
 HK0434
 HK0434.The horizontal coordinates were established by classical geodetic methods
 HK0434.and adjusted by the National Geodetic Survey in January 1993..
 HK0434
 HK0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0434
 HK0434.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0434
 HK0434.The geoid height was determined by GEOID03.
 HK0434
 HK0434;                    North         East     Units Scale Factor Converg.
 HK0434;SPC CO S     -   430,680.168 1,018,232.774   MT  0.99994563   +0 43 23.4
 HK0434;SPC CO S     - 1,412,989.85  3,340,652.03   sFT  0.99994563   +0 43 23.4
 HK0434;UTM  13      - 4,183,284.884   559,777.566   MT  0.99964401   +0 24 58.0
 HK0434
 HK0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0434!SPC CO S     -   0.99972700  x   0.99994563  =   0.99967264
 HK0434!UTM  13      -   0.99972700  x   0.99964401  =   0.99937111
 HK0434
 HK0434:                Primary Azimuth Mark                     Grid Az
 HK0434:SPC CO S     -  BLUE AZ MK                               055 50 46.1
 HK0434:UTM  13      -  BLUE AZ MK                               056 09 11.5
 HK0434
 HK0434|---------------------------------------------------------------------|
 HK0434| PID    Reference Object                     Distance      Geod. Az  |
 HK0434|                                                           dddmmss.s |
 HK0434| HK0591 BLUE AZ MK                          APPROX. 1.7 KM 0563409.5 |
 HK0434| CM8454 BLUE RM 1                             7.502 METERS 11458     |
 HK0434| CM8455 BLUE RM 2                             9.997 METERS 17510     |
 HK0434|---------------------------------------------------------------------|
 HK0434
 HK0434                          SUPERSEDED SURVEY CONTROL
 HK0434
 HK0434  NAD 83(1986)-  37 47 41.91067(N)    104 19 15.71292(W) AD(       ) 2
 HK0434  NAD 27      -  37 47 41.87200(N)    104 19 13.82200(W) AD(       ) 2
 HK0434  NGVD 29 (07/19/86) 1759.0    (m)         5771.     (f) VERT ANG       
 HK0434
 HK0434.Superseded values are not recommended for survey control.
 HK0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0434.See file dsdata.txt to determine how the superseded data were derived.
 HK0434
 HK0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB5977883285(NAD 83)
 HK0434_MARKER: DS = TRIANGULATION STATION DISK
 HK0434_SETTING: 66 = SET IN ROCK OUTCROP
 HK0434
 HK0434  HISTORY     - Date     Condition        Report By
 HK0434  HISTORY     - 1952     MONUMENTED       CGS
 HK0434
 HK0434                          STATION DESCRIPTION
 HK0434
 HK0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LGT)
 HK0434'THE STATION IS LOCATED ABOUT 42 MILES WEST-SOUTHWEST OF LA JUNTA,
 HK0434'28 MILES EAST-NORTHEAST OF WALSENBURG AND 0.1 MILE SOUTH OF STATE
 HK0434'HIGHWAY 10, ON THE WEST END AND HIGHEST PART OF A SMALL ROCKY HILL.
 HK0434'
 HK0434'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS U.S. 50 AND
 HK0434'350 AND STATE 10 IN THE WEST OF LA JUNTA, GO WEST ON STATE 10
 HK0434'TOWARD WALSENBURG FOR 43.9 MILES TO THE AZIMUTH MARK ON THE
 HK0434'RIGHT, NORTH, SIDE OF THE ROAD.  CONTINUE STRAIGHT AHEAD FOR
 HK0434'1.0 MILE TO THE WEST END OF A SMALL ROCKY HILL TO THE SOUTH.
 HK0434'TURN LEFT, ACROSS COUNTRY, FOR 0.1 MILE TO JUST BELOW THE TOP OF
 HK0434'THE HILL AND THE END OF TRUCK TRAVEL.  PACK SOUTH ABOUT 150
 HK0434'FEET TO THE HIGHEST PART OF THE HILL AND THE STATION.
 HK0434'
 HK0434'THE STATION MARK, STAMPED BLUE 1952, IS A STANDARD DISK SET IN
 HK0434'AN OUTCROP THAT IS FLUSH WITH THE GROUND.  IT IS 4 FEET NORTHEAST
 HK0434'OF A WHITE WITNESS POST THAT IS ON THE HIGHEST POINT OF THE HILL.
 HK0434'
 HK0434'REFERENCE MARK 1, STAMPED BLUE NO 1 1952, IS A STANDARD DISK SET
 HK0434'IN THE TOP OF A BOULDER THAT PROJECTS 8 INCHES ABOVE THE GROUND.
 HK0434'IT IS ABOUT 6 FEET LOWER THAN THE STATION MARK.
 HK0434'
 HK0434'REFERENCE MARK 2, STAMPED BLUE NO 2 1952, IS A STANDARD DISK SET IN
 HK0434'THE TOP OF A BOULDER THAT IS FLUSH ON ITS UPPER SIDE AND PROJECTS
 HK0434'ABOUT 18 INCHES ON ITS LOWER SIDE.  IT IS ABOUT 2 FEET LOWER THAN
 HK0434'THE STATION MARK.
 HK0434'
 HK0434'THE AZIMUTH MARK, STAMPED BLUE 1952, IS A STANDARD DISK SET IN THE
 HK0434'TOP OF AN OUTCROP THAT IS FLUSH WITH THE GROUND.  IT IS 37 FEET
 HK0434'NORTH OF THE CENTER LINE OF STATE HIGHWAY 10, 24 FEET SOUTH OF
 HK0434'A FENCE LINE AND 10 FEET SOUTHWEST OF A WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0496 ***********************************************************************
 LK0496  DESIGNATION -  BLUE
 LK0496  PID         -  LK0496
 LK0496  STATE/COUNTY-  CO/SEDGWICK
 LK0496  USGS QUAD   -  VENANGO NW (1962)
 LK0496
 LK0496                         *CURRENT SURVEY CONTROL
 LK0496  ___________________________________________________________________
 LK0496* NAD 83(1992)-  40 55 27.61104(N)    102 13 24.88401(W)     ADJUSTED  
 LK0496* NAVD 88     -      1156.6    (meters)    3795.     (feet)  VERTCON   
 LK0496  ___________________________________________________________________
 LK0496  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 LK0496  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 LK0496
 LK0496  HORZ ORDER  -  SECOND
 LK0496
 LK0496.The horizontal coordinates were established by classical geodetic methods
 LK0496.and adjusted by the National Geodetic Survey in January 1993..
 LK0496
 LK0496.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0496
 LK0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0496
 LK0496.The geoid height was determined by GEOID03.
 LK0496
 LK0496;                    North         East     Units Scale Factor Converg.
 LK0496;SPC CO N     -   486,557.484 1,190,323.486   MT  1.00002592   +2 07 01.2
 LK0496;SPC CO N     - 1,596,314.01  3,905,252.97   sFT  1.00002592   +2 07 01.2
 LK0496;SPC NE       -   123,538.362   312,780.006   MT  0.99970974   -1 28 24.8
 LK0496;UTM  13      - 4,534,069.740   733,781.231   MT  1.00027273   +1 49 10.4
 LK0496
 LK0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0496!SPC CO N     -   0.99982183  x   1.00002592  =   0.99984774
 LK0496!SPC NE       -   0.99982183  x   0.99970974  =   0.99953162
 LK0496!UTM  13      -   0.99982183  x   1.00027273  =   1.00009451
 LK0496
 LK0496|---------------------------------------------------------------------|
 LK0496| PID    Reference Object                     Distance      Geod. Az  |
 LK0496|                                                           dddmmss.s |
 LK0496| CP7482 BLUE RM 2                            25.119 METERS 09029     |
 LK0496| LK0497 BER                                   5.345 METERS 15822     |
 LK0496| LK0495 JULESBURG FAA MICROWAVE MAST        APPROX. 4.8 KM 1852520.4 |
 LK0496| LK0520 OVID                                APPROX.14.6 KM 2634303.2 |
 LK0496| CP7480 BLUE AZ MK                                         3302216.8 |
 LK0496| CP7481 BLUE RM 1                            10.631 METERS 35036     |
 LK0496|---------------------------------------------------------------------|
 LK0496
 LK0496                          SUPERSEDED SURVEY CONTROL
 LK0496
 LK0496  NAD 83(1986)-  40 55 27.61049(N)    102 13 24.88364(W) AD(       ) 2
 LK0496  NAD 27      -  40 55 27.62930(N)    102 13 23.21930(W) AD(       ) 2
 LK0496  NGVD 29 (07/19/86) 1156.1    (m)         3793.     (f) VERT ANG       
 LK0496
 LK0496.Superseded values are not recommended for survey control.
 LK0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0496.See file dsdata.txt to determine how the superseded data were derived.
 LK0496
 LK0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3378134070(NAD 83)
 LK0496_MARKER: DS = TRIANGULATION STATION DISK
 LK0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0496_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LK0496
 LK0496  HISTORY     - Date     Condition        Report By
 LK0496  HISTORY     - 1963     MONUMENTED       CGS
 LK0496  HISTORY     - 1971     GOOD             USGS
 LK0496
 LK0496                          STATION DESCRIPTION
 LK0496
 LK0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 LK0496'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH AND 2 MILES EAST
 LK0496'OF JULESBURG, 0.25 MILE EAST OF U.S. HIGHWAY 385 AND ABOUT
 LK0496'250 FEET NORTH OF A LARGE MICRO-WAVE TOWER.
 LK0496'
 LK0496'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 138
 LK0496'AND 385 IN JULESBURG, GO SOUTH ON U.S. HIGHWAY 385 FOR 4.55
 LK0496'MILES TO THE AZIMUTH MARK ON THE LEFT, EAST SIDE OF THE ROAD
 LK0496'AS DESCRIBED.  CONTINUE SOUTH ON U.S. HIGHWAY 385 FOR 0.45
 LK0496'MILE TO A SIDE ROAD LEFT, EAST.  TURN LEFT, EAST ON GRAVELED
 LK0496'ROAD FOR 0.25 MILE TO THE ENTRANCE TO A FARM HOME ON THE
 LK0496'LEFT AND THE STATION ON THE LEFT, NORTH SIDE OF THE ROAD AS
 LK0496'DESCRIBED.
 LK0496'
 LK0496'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 LK0496'CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 2 INCHES AND IS
 LK0496'STAMPED BLUE 1963.  IT IS 55 FEET NORTH OF THE CENTER OF AN
 LK0496'EAST-WEST GRAVELED ROAD, 23 FEET NORTH-NORTHEAST OF A TELEPHONE
 LK0496'POLE, 7-1/2 FEET EAST OF A WIRE FENCE AND 7.2 FEET EAST OF
 LK0496'A METAL WITNESS POST.
 LK0496'
 LK0496'REFERENCE MARK NO. 1, NO. 2 AND BER (USGS) ARE STANDARD U.S.
 LK0496'GEOLOGICAL SURVEY DISKS SET IN THE TOP OF 6-INCH SQUARE CONCRETE
 LK0496'MONUMENTS.
 LK0496'
 LK0496'REFERENCE MARK NO. 1 PROJECTS 1 INCH AND IS STAMPED NO 1.
 LK0496'IT IS 34.1 FEET NORTH OF A METAL WITNESS POST AND 1 FOOT EAST
 LK0496'OF A WIRE FENCE.
 LK0496'
 LK0496'REFERENCE MARK NO. 2 PROJECTS 4 INCHES AND IS STAMPED BER
 LK0496'1949.  IT IS 36 FEET EAST-SOUTHEAST OF A SOUTHWEST FENCE
 LK0496'CORNER AND 17 FEET NORTH-EAST OF A POWER LINE POLE.
 LK0496'
 LK0496'BER (USGS) IS A U.S. GEOLOGICAL SURVEY STATION.  IT PROJECTS
 LK0496'4 INCHES AND IS STAMPED BER 1949 3792.  IT IS 21 FEET
 LK0496'SOUTH-SOUTHEAST OF A METAL WITNESS POST AND 15 FEET NORTH-EAST OF A
 LK0496'TELEPHONE POLE.
 LK0496'
 LK0496'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 LK0496'CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 4 INCHES AND IS
 LK0496'STAMPED BLUE 1963.  IT IS 33 FEET EAST OF THE CENTER LINE OF
 LK0496'U.S. HIGHWAY 385, 2 FEET SOUTH OF A POWER LINE POLE, 2 FEET
 LK0496'NORTH OF A METAL WITNESS POST AND 1 FOOT WEST OF A WIRE FENCE.
 LK0496
 LK0496                          STATION RECOVERY (1971)
 LK0496
 LK0496'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (EEM)
 LK0496'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED,
 LK0496'WITH THE FOLLOWING EXCEPTION--REFERENCE MARK NO. 1 WAS FOUND
 LK0496'TO BE A USC AND GS BRONZE DISK RATHER THAN A USGS BRASS
 LK0496'TABLET.
 LK0496'
 LK0496'THE STATION MARK AND REFERENCE MARK NO. 1 ARE STANDARD USC
 LK0496'AND GS BRONZE DISKS, WHILE REFERENCE MARK NO. 2 IS A USGS
 LK0496'BRASS TABLET.  ALL MARKS ARE SET IN CONCRETE POSTS PROJECTING
 LK0496'0.2 FOOT ABOVE GROUND.
 LK0496'
 LK0496'STATION MARK--DISK STAMPED, BLUE 1963.
 LK0496'
 LK0496'REFERENCE MARK NO. 1--DISK STAMPED, BLUE NO. 1 1963.
 LK0496'
 LK0496'REFERENCE MARK NO. 2--TABLET STAMPED, BER 1949.
 LK0496'
 LK0496'STATION OVID USC AND GS 1949 IS VISIBLE FROM THE GROUND AT
 LK0496'THIS STATION, AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS
 LK0496'WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0591 ***********************************************************************
 HK0591  DESIGNATION -  BLUE AZ MK
 HK0591  PID         -  HK0591
 HK0591  STATE/COUNTY-  CO/LAS ANIMAS
 HK0591  USGS QUAD   -  MYERS CANYON (1970)
 HK0591
 HK0591                         *CURRENT SURVEY CONTROL
 HK0591  ___________________________________________________________________
 HK0591* NAD 83(1992)-  37 48 12.75171(N)    104 18 16.84465(W)     ADJUSTED  
 HK0591* NAVD 88     -      1671.4    (meters)    5484.     (feet)  GPS OBS   
 HK0591  ___________________________________________________________________
 HK0591  X           -  -1,247,035.458 (meters)                     COMP
 HK0591  Y           -  -4,890,646.278 (meters)                     COMP
 HK0591  Z           -   3,889,250.136 (meters)                     COMP
 HK0591  LAPLACE CORR-          -8.69  (seconds)                    DEFLEC99
 HK0591  ELLIP HEIGHT-        1651.55  (meters)          (10/21/02) GPS OBS
 HK0591  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 HK0591
 HK0591  HORZ ORDER  -  B
 HK0591  ELLP ORDER  -  FOURTH    CLASS II
 HK0591
 HK0591.The horizontal coordinates were established by GPS observations
 HK0591.and adjusted by the National Geodetic Survey in May 1992..
 HK0591
 HK0591.The orthometric height was determined by GPS observations and a
 HK0591.high-resolution geoid model.
 HK0591
 HK0591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HK0591
 HK0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0591
 HK0591.The ellipsoidal height was determined by GPS observations
 HK0591.and is referenced to NAD 83.
 HK0591
 HK0591.The geoid height was determined by GEOID03.
 HK0591
 HK0591;                    North         East     Units Scale Factor Converg.
 HK0591;SPC CO S     -   431,648.880 1,019,660.663   MT  0.99994554   +0 43 59.5
 HK0591;SPC CO S     - 1,416,168.03  3,345,336.69   sFT  0.99994554   +0 43 59.5
 HK0591;UTM  13      - 4,184,245.643   561,210.195   MT  0.99964615   +0 25 34.4
 HK0591
 HK0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0591!SPC CO S     -   0.99974091  x   0.99994554  =   0.99968646
 HK0591!UTM  13      -   0.99974091  x   0.99964615  =   0.99938715
 HK0591
 HK0591                          SUPERSEDED SURVEY CONTROL
 HK0591
 HK0591  NAD 83(1992)-  37 48 12.75171(N)    104 18 16.84466(W) AD(       ) 1
 HK0591  NAD 83(1986)-  37 48 12.73953(N)    104 18 16.83971(W) AD(       ) 3
 HK0591  ELLIP H (05/26/92) 1651.53   (m)                       GP(       ) 4 1
 HK0591  NGVD 29 (06/11/92) 1670.3    (m)         5480.     (f) GPS OBS        
 HK0591
 HK0591.Superseded values are not recommended for survey control.
 HK0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0591.See file dsdata.txt to determine how the superseded data were derived.
 HK0591
 HK0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB6121084246(NAD 83)
 HK0591_MARKER: DZ = AZIMUTH MARK DISK
 HK0591_SETTING: 66 = SET IN ROCK OUTCROP
 HK0591_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 HK0591_STAMPING: BLUE 1952
 HK0591_MARK LOGO: CGS   
 HK0591_MAGNETIC: N = NO MAGNETIC MATERIAL
 HK0591_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HK0591+STABILITY: POSITION/ELEVATION WELL
 HK0591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HK0591+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2000
 HK0591
 HK0591  HISTORY     - Date     Condition        Report By
 HK0591  HISTORY     - 1952     MONUMENTED       CGS
 HK0591  HISTORY     - 19910413 GOOD             NGS
 HK0591  HISTORY     - 19950105 GOOD             CODOT
 HK0591  HISTORY     - 19990120 GOOD             NGS
 HK0591  HISTORY     - 20000405 GOOD             NGS
 HK0591
 HK0591                          STATION DESCRIPTION
 HK0591
 HK0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 HK0591'STATION IS LOCATED ABOUT 45 KM (28.0 MI) NORTHEAST OF WALSENBURG, 4.2
 HK0591'KM (2.6 MI) EAST-SOUTHEAST OF THE HUERFANO-LAS ANIMAS-PUEBLO COUNTIES
 HK0591'JUNCTION CORNER, 0.3 KM (0.2 MI) SOUTHWEST OF THE PUEBLO-LAS ANIMAS
 HK0591'COUNTY LINE, ALONG STATE HIGHWAY 10, ON RIGHT-OF-WAY, AT MILE MARK
 HK0591'28.2, IN T 26 S, R 62 W.  OWNERSHIP--STATE DEPARTMENT OF
 HK0591'TRANSPORTATION.
 HK0591'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 25 AND STATE HIGHWAY
 HK0591'10 (EXIT 50) AT WALSENBURG, GO NORTHEAST ON HIGHWAY 10 FOR 33.70 KM
 HK0591'(20.94 MI) TO THE HUERFANO-LAS ANIMAS COUNTY LINE.  CONTINUE AHEAD
 HK0591'FOR  11.57 KM (7.19 MI) TO ROAD 93.6 ON THE RIGHT.  CONTINUE AHEAD
 HK0591'FOR 0.25 KM (0.16 MI) TO THE STATION ON THE LEFT, JUST PAST A
 HK0591'CULVERT.
 HK0591'STATION MARK IS SET IN A DRILL HOLE NEAR THE NORTHWEST END OF A 2 M
 HK0591'(6.6 FT) X 3 M (9.8 FT) FLAT OUTCROP AT GROUND LEVEL.  IT IS 10.7 M
 HK0591'(35.1 FT) NORTHWEST OF, AND SLIGHTLY LOWER THAN THE HIGHWAY CENTER,
 HK0591'0.6 M (2.0 FT) SOUTH OF THE NORTH END OF THE OUTCROP, 4.7 M
 HK0591'(15.4 FT) SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 4.9 M (16.1 FT)
 HK0591'SOUTH-SOUTHEAST OF A FIBERGLASS WITNESS POST AND 16.1 M (52.8 FT)
 HK0591'NORTH-NORTHEAST OF THE NORTHEAST END OF A CULVERT HEADWALL.
 HK0591'DESCRIBED BY G.R.HEID
 HK0591
 HK0591                          STATION RECOVERY (1995)
 HK0591
 HK0591'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (MEL)
 HK0591'RECOVERED AS DESCRIBED.
 HK0591
 HK0591                          STATION RECOVERY (1999)
 HK0591
 HK0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 HK0591'RECOVERED AS DESCRIBED.
 HK0591
 HK0591                          STATION RECOVERY (2000)
 HK0591
 HK0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (JMW)
 HK0591'RECOVERED AS DESCRIBED.  THIS IS A CANDIDATE FOR FEDERAL BASE NETWORK
 HK0591'CONTROL
 HK0591' 
 HK0591' 
 HK0591'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0671 ***********************************************************************
 KL0671  DESIGNATION -  BLUE HILL
 KL0671  PID         -  KL0671
 KL0671  STATE/COUNTY-  CO/EAGLE
 KL0671  USGS QUAD   -  BLUE HILL (1972)
 KL0671
 KL0671                         *CURRENT SURVEY CONTROL
 KL0671  ___________________________________________________________________
 KL0671* NAD 83(1992)-  39 52 37.13462(N)    106 50 26.83544(W)     ADJUSTED  
 KL0671* NAVD 88     -      2159.3    (meters)    7084.     (feet)  VERTCON   
 KL0671  ___________________________________________________________________
 KL0671  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 KL0671  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 KL0671
 KL0671  HORZ ORDER  -  SECOND
 KL0671
 KL0671.The horizontal coordinates were established by classical geodetic methods
 KL0671.and adjusted by the National Geodetic Survey in January 1993..
 KL0671
 KL0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0671
 KL0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0671
 KL0671.The geoid height was determined by GEOID03.
 KL0671
 KL0671;                    North         East     Units Scale Factor Converg.
 KL0671;SPC CO C     -   532,517.544   799,702.604   MT  1.00002759   -0 50 44.2
 KL0671;SPC CO C     - 1,747,101.31  2,623,690.96   sFT  1.00002759   -0 50 44.2
 KL0671;SPC CO N     -   366,028.839   799,708.499   MT  0.99997800   -0 51 58.8
 KL0671;SPC CO N     - 1,200,879.62  2,623,710.30   sFT  0.99997800   -0 51 58.8
 KL0671;UTM  13      - 4,415,725.117   342,584.439   MT  0.99990507   -1 10 49.6
 KL0671
 KL0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0671!SPC CO C     -   0.99966344  x   1.00002759  =   0.99969102
 KL0671!SPC CO N     -   0.99966344  x   0.99997800  =   0.99964144
 KL0671!UTM  13      -   0.99966344  x   0.99990507  =   0.99956854
 KL0671
 KL0671|---------------------------------------------------------------------|
 KL0671| PID    Reference Object                     Distance      Geod. Az  |
 KL0671|                                                           dddmmss.s |
 KL0671| CM6106 BLUE HILL RM 2                        6.997 METERS 00045     |
 KL0671| CM6105 BLUE HILL RM 1                        7.096 METERS 13834     |
 KL0671| CM6104 BLUE HILL AZ MK                                    2195100.6 |
 KL0671|---------------------------------------------------------------------|
 KL0671
 KL0671                          SUPERSEDED SURVEY CONTROL
 KL0671
 KL0671  NAD 83(1986)-  39 52 37.13215(N)    106 50 26.83151(W) AD(       ) 2
 KL0671  NAD 27      -  39 52 37.17500(N)    106 50 24.68900(W) AD(       ) 2
 KL0671  NGVD 29 (07/19/86) 2157.9    (m)         7080.     (f) VERT ANG       
 KL0671
 KL0671.Superseded values are not recommended for survey control.
 KL0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0671.See file dsdata.txt to determine how the superseded data were derived.
 KL0671
 KL0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCE4258415725(NAD 83)
 KL0671_MARKER: DS = TRIANGULATION STATION DISK
 KL0671_SETTING: 80 = SET IN A BOULDER
 KL0671_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KL0671
 KL0671  HISTORY     - Date     Condition        Report By
 KL0671  HISTORY     - 1953     MONUMENTED       CGS
 KL0671  HISTORY     - 1982     GOOD             BLM
 KL0671
 KL0671                          STATION DESCRIPTION
 KL0671
 KL0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KL0671'THE STATION IS LOCATED ON THE SOUTHEAST END OF A CONSPICUOUS,
 KL0671'BARE BUTTE ABOUT 17 MILES NORTH-NORTHEAST OF GYPSUM, 16 MILES
 KL0671'NORTH OF EAGLE, 2-1/4 MILES EAST OF BURNS AND 1 MILE SOUTHEAST OF
 KL0671'THE COLORADO RIVER AND THE DOTSERO CUTOFF OF THE DENVER AND RIO
 KL0671'GRANDE WESTERN RAILROAD.  IT IS SET FLUSH AND IS STAMPED BLUE
 KL0671'HILL 1953.
 KL0671'
 KL0671'REFERENCE MARK NO. 1 IS AT THE EXTREME SOUTHEAST EDGE OF THE
 KL0671'BUTTE AND IS ABOUT THE SAME ELEVATION AS THE STATION.  IT IS
 KL0671'SET FLUSH AND IS STAMPED BLUE HILL NO 1 1953.
 KL0671'
 KL0671'REFERENCE MARK NO. 2 IS ON THE EASTERN SLOPE OF THE BUTTE AND
 KL0671'IS ABOUT 2 FEET BELOW THE ELEVATION OF THE STATION.  IT IS
 KL0671'SET FLUSH AND IS STAMPED BLUE HILL NO 2 1953.
 KL0671'
 KL0671'THE AZIMUTH MARK IS LOCATED IN AN AREA COVERED WITH LARGE
 KL0671'BOULDERS AND 82.0 FEET NORTHEAST OF THE CENTER OF STATE ROUTE
 KL0671'NO. 301.  IT IS SET FLUSH IN A 4 FOOT BY 6 FOOT BOULDER THAT
 KL0671'PROJECTS 2 FEET AND IS STAMPED BLUE HILL 1953.
 KL0671'
 KL0671'TO REACH FROM THE POST OFFICE AND GENERAL STORE IN BURNS, GO
 KL0671'EASTERLY ON STATE ROUTE NO. 301 FOR 2.15 MILES AND THE AZIMUTH
 KL0671'MARK ON THE LEFT AS DESCRIBED.  CONTINUE NORTHEASTERLY ON STATE
 KL0671'ROUTE NO. 301 FOR 0.6 MILE TO A T INTERSECTION AND A DIM TRACK
 KL0671'ROAD ON THE LEFT.  HERE TURN SHARP LEFT ON TRACK ROAD AND
 KL0671'GO WESTERLY AND SOUTHWESTERLY FOR ABOUT 100 YARDS TO THE BASE OF
 KL0671'THE BUTTE AND THE END OF TRUCK TRAVEL.  FROM HERE PACK
 KL0671'SOUTHWESTERLY UP THE SLOPE TO THE TOP OF THE BUTTE AND THE
 KL0671'STATION AS DESCRIBED.
 KL0671'
 KL0671'THIS IS A 10 MINUTE PACK.
 KL0671
 KL0671                          STATION RECOVERY (1982)
 KL0671
 KL0671'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1982 (SRW)
 KL0671'BLUE HILL STATION MARK 1953 RECOVERED GOOD.
 KL0671'
 KL0671'RM NO 1 1953 RECOVERED GOOD.
 KL0671'
 KL0671'RM NO 2 1953 RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1900 ***********************************************************************
 KK1900  DESIGNATION -  BLUE RESET
 KK1900  PID         -  KK1900
 KK1900  STATE/COUNTY-  CO/JEFFERSON
 KK1900  USGS QUAD   -  ELDORADO SPRINGS (1994)
 KK1900
 KK1900                         *CURRENT SURVEY CONTROL
 KK1900  ___________________________________________________________________
 KK1900* NAD 83(1992)-  39 52 36.71151(N)    105 20 15.61489(W)     ADJUSTED  
 KK1900* NAVD 88     -      2838.2    (meters)    9312.     (feet)  VERTCON   
 KK1900  ___________________________________________________________________
 KK1900  LAPLACE CORR-         -21.35  (seconds)                    DEFLEC99
 KK1900  GEOID HEIGHT-         -14.67  (meters)                     GEOID03
 KK1900
 KK1900  HORZ ORDER  -  FIRST
 KK1900
 KK1900.The horizontal coordinates were established by classical geodetic methods
 KK1900.and adjusted by the National Geodetic Survey in January 1993..
 KK1900
 KK1900.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1900
 KK1900.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1900
 KK1900.The geoid height was determined by GEOID03.
 KK1900
 KK1900;                    North         East     Units Scale Factor Converg.
 KK1900;SPC CO C     -   531,670.470   928,288.987   MT  1.00002756   +0 06 08.6
 KK1900;SPC CO C     - 1,744,322.20  3,045,561.45   sFT  1.00002756   +0 06 08.6
 KK1900;UTM  13      - 4,414,145.060   471,124.785   MT  0.99961026   -0 12 59.4
 KK1900
 KK1900!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1900!SPC CO C     -   0.99955724  x   1.00002756  =   0.99958479
 KK1900!UTM  13      -   0.99955724  x   0.99961026  =   0.99916767
 KK1900
 KK1900|---------------------------------------------------------------------|
 KK1900| PID    Reference Object                     Distance      Geod. Az  |
 KK1900|                                                           dddmmss.s |
 KK1900| CP7486 BLUE RM 3                             6.248 METERS 04510     |
 KK1900| KK1902 LACY                                APPROX. 6.2 KM 1181937.5 |
 KK1900| CP7487 BLUE RM 4                             2.862 METERS 20030     |
 KK1900| KK1926 CARTER                              APPROX. 4.7 KM 3061421.9 |
 KK1900|---------------------------------------------------------------------|
 KK1900
 KK1900                          SUPERSEDED SURVEY CONTROL
 KK1900
 KK1900  NAD 83(1986)-  39 52 36.70801(N)    105 20 15.61184(W) AD(       ) 1
 KK1900  NAD 27      -  39 52 36.75680(N)    105 20 13.64469(W) AD(       ) 1
 KK1900  NGVD 29 (07/19/86) 2836.9    (m)         9307.     (f) VERT ANG       
 KK1900
 KK1900.Superseded values are not recommended for survey control.
 KK1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1900.See file dsdata.txt to determine how the superseded data were derived.
 KK1900
 KK1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE7112514145(NAD 83)
 KK1900_MARKER: DD = SURVEY DISK
 KK1900_SETTING: 66 = SET IN ROCK OUTCROP
 KK1900
 KK1900  HISTORY     - Date     Condition        Report By
 KK1900  HISTORY     - 1941     MONUMENTED       USGS
 KK1900  HISTORY     - 1977     SEE DESCRIPTION  NGS
 KK1900
 KK1900                          STATION DESCRIPTION
 KK1900
 KK1900'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 KK1900'STATION IS LOCATED ON THE HIGHEST POINT OF A MOUNTAIN BY THE SAME
 KK1900'NAME, ABOUT 1.5 MI. S. OF COAL CREEK STORE ON HIGHWAY 72.  THE
 KK1900'MOUNTAIN BREAKS ABRUPTLY ON THE NW. SIDE.
 KK1900'
 KK1900'STATION MARK--A STANDARD BRONZE TABLET CEMENTED IN SOLID ROCK,
 KK1900'STAMPED ---BLUE R 1941---.
 KK1900'
 KK1900'REFERENCE MARK NO. 1--A STANDARD BRONZE REFERENCE TABLET CEMENTED IN
 KK1900'SOLID ROCK, STAMPED ---NO. 1---, 9.45 FT. DISTANT FROM STATION MARK,
 KK1900'N 20 DEG 28 MIN E.
 KK1900'
 KK1900'REFERENCE MARK NO. 2--A STANDARD BRONZE REFERENCE TABLET CEMENTED IN
 KK1900'SOLID ROCK, STAMPED ---NO. 2---, 7.70 FT. DISTANT FROM STATION MARK,
 KK1900'S 74 DEG 35 MIN E.
 KK1900
 KK1900                          STATION RECOVERY (1977)
 KK1900
 KK1900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1900'THE STATION IS LOCATED ON THE HIGHEST POINT OF, AND AT THE
 KK1900'SOUTHWEST END OF BLUE MOUNTAIN, 10 MILES NORTHWEST OF GOLDEN,
 KK1900'5 MILES WEST OF THE JUNCTION OF STATE HIGHWAYS 72 AND 93,
 KK1900'1 MILE SOUTHWEST OF COAL CREEK CANYON, 4 MILES
 KK1900'SOUTHEAST OF THE JEFFERSON, GILPIN, BOULDER COUNTIES JUNCTION
 KK1900'CORNER, IN THE NORTHEAST 1/4 OF SECTION 16, T 2 S, R 71 W, ON
 KK1900'PROPERTY OWNED BY LEAVETT BOOTH, PHONE 642-3481.
 KK1900'
 KK1900'THIS IS A 1-3/4 HOUR PACK, THE LAST HALF OVER SHARP BOULDERS
 KK1900'AND LOOSE ROCK SLIDES, AND DANGEROUS AT NIGHT.
 KK1900'
 KK1900'TO REACH THE STATION FROM THE ABOVE MENTIONED JUNCTION, WHICH
 KK1900'IS 8 MILES NORTH OF GOLDEN, GO WEST ON HIGHWAY 72 FOR 1.8
 KK1900'MILES TO A DIRT ROAD LEFT.  TURN LEFT ON BLUE MOUNTAIN ROAD
 KK1900'FOR 0.35 MILE TO A RAILROAD CROSSING.  CONTINUE AHEAD, SOUTH
 KK1900'FOR 1.15 MILES TO A ROAD RIGHT.  TURN RIGHT ON UTE DRIVE FOR
 KK1900'0.25 MILE TO A ROAD LEFT.  TURN LEFT ON WESTRIDGE ROAD FOR 0.8
 KK1900'MILE TO A ROAD LEFT AT TOP OF RIDGE.  CONTINUE AHEAD,
 KK1900'NORTHWEST, ON THE MOUNTAIN ROAD FOR 0.5 MILE TO A LOCKED METAL
 KK1900'GATE.  PASS THROUGH GATE AND GO 0.5 MILE TO A WIDE ROAD
 KK1900'RIGHT.  CONTINUE AHEAD ON THE NARROW ROAD FOR 0.4 MILE
 KK1900'TO A METAL GATE, JUST AFTER PASSING A GATE ON THE LEFT.
 KK1900'PASS THROUGH GATE AND GO 0.85 MILE TO THE CENTER 1 OF 3
 KK1900'METAL GATES.  PASS THROUGH THE CENTER GATE AND GO WEST FOR
 KK1900'1.2 MILES TO A METAL GATE.  PASS THROUGH GATE AND GO 0.75
 KK1900'MILE TO LOW RIDGE CREST AND A ROAD CURVE TO THE RIGHT, AND
 KK1900'END OF TRUCK TRAVEL.  (THE STATION HILL CANNOT BE SEEN FROM
 KK1900'THIS POINT BUT IT IS 350 DEGREES MAGNETIC).  PACK UPHILL
 KK1900'ABOUT 330 DEGREES MAGNETIC FOR ABOUT 1/4 MILE TO THE TOP OF A
 KK1900'BENCH.  FOLLOW TOP OF RIDGE NORTH FOR
 KK1900'A 1/4 MILE TO THE BASE OF A
 KK1900'CLIFF.  BEAR RIGHT, NORTHEASTERLY, ALONG CLIFF FOR 1/4 MILE
 KK1900'TO A PASS THROUGH THE MOUNTAIN.  BEAR LEFT, NORTH, THEN
 KK1900'NORTHWEST UPHILL THROUGH THE HEAVILY WOODED DRAW TO A
 KK1900'SADDLE IN THE PASS.  (FROM THIS POINT, PACK IS OVER
 KK1900'OUTCROPS AND ROCK SLIDES).  BEAR RIGHT, 0 DEGREES
 KK1900'MAGNETIC, UP THROUGH ROCKS FOR 0.1 MILE TO A 75 FOOT HIGH CLIFF
 KK1900'LINE.  TURN LEFT UP THROUGH DRAW TO A 10 FOOT WIDE, 25 FOOT
 KK1900'DEEP CLEFT IN THE ROCKS.  PACK THROUGH CLEFT, 320 DEGREES
 KK1900'MAGNETIC, DOWNHILL FOR 50 YARDS TO A STEEP UPHILL DRAW ON THE
 KK1900'RIGHT.  TURN RIGHT, NORTH, 15 DEGREES MAGNETIC, UP DRAW THROUGH
 KK1900'TREES FOR 0.1 MILE TO A ROCK FACE AT THE HEAD OF THE DRAW.
 KK1900'BEAR LEFT UP ROCK SLIDE FOR 0.1 MILE TO A SMALL SADDLE.  TURN
 KK1900'LEFT, WESTERLY FOR 100 YARDS TO THE STATION.
 KK1900'
 KK1900'STATION MARK, STAMPED---BLUE USGS 1977---, A STANDARD DISK
 KK1900'CEMENTED IN A DRILL HOLE IN A 6-INCH SQUARE FLAT SECTION OF A
 KK1900'IRREGULAR OUTCROP, 6 INCHES LOWER THAN THE REST OF THE
 KK1900'IMMEDIATE OUTCROP.  IT IS 26 FEET NORTHEAST OF THE EAST SIDE
 KK1900'OF A 25 FOOT DEEP GULCH, 19 FEET SOUTH OF A 12-INCH PINE TREE
 KK1900'(BIGGEST IN THE IMMEDIATE AREA), AND 3 FEET NORTHWEST OF THE
 KK1900'HIGH POINT OF THE MOUNTAIN.  THIS DISK WAS SET IN A DRILL
 KK1900'HOLE THAT IS BELEIVED TO HAVE HELD THE USGS STATION DISK.
 KK1900'
 KK1900'REFERENCE MARK 3, STAMPED---BLUE USGS NO 3 1977---, A STANDARD
 KK1900'DISK CEMENTED IN A DRILL HOLE IN AN 1 X 5 FOOT LONG
 KK1900'RECTANGULAR BLOCK THAT HAS SEPARATED FROM THE MAIN
 KK1900'OUTCROP AND
 KK1900'PROJECTS 18 INCHES ABOVE GROUND.  IT IS 22 FEET NORTHEAST OF
 KK1900'THE HIGH POINT, AND 14.5 FEET EAST OF THE PINE TREE.  IT IS 2
 KK1900'FEET LOWER THAN THE STATION.
 KK1900'
 KK1900'REFERENCE MARK 4, STAMPED---BLUE USGS NO 4 1977---, A STANDARD
 KK1900'DISK CEMENTED IN A DRILL HOLE IN AN IRREGULAR OUTCROP THAT IS
 KK1900'4 FEET ABOVE GROUND AND PROJECTS 5 FEET TOWARDS THE SOUTHWEST.
 KK1900'IT IS 16.5 FEET NORTHEAST OF THE EDGE OF THE GULCH, 8 FEET
 KK1900'SOUTH-SOUTHWEST OF THE HIGH POINT.
 KK1900'
 KK1900'LINE BETWEEN REFERENCE MARKS BLOCKED BY OUTCROP.
 KK1900'
 KK1900'NO AZIMUTH MARK FOR THIS STATION.
 KK1900'
 KK1900'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2045 ***********************************************************************
 KK2045  DESIGNATION -  BLUE TP
 KK2045  PID         -  KK2045
 KK2045  STATE/COUNTY-  CO/GRAND
 KK2045  USGS QUAD   -  BOTTLE PASS (1957)
 KK2045
 KK2045                         *CURRENT SURVEY CONTROL
 KK2045  ___________________________________________________________________
 KK2045* NAD 83(1992)-  39 58 28.14681(N)    105 59 59.81464(W)     ADJUSTED  
 KK2045* NAVD 88     -      3200.     (meters)   10499.     (feet)  VERTCON   
 KK2045  ___________________________________________________________________
 KK2045  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 KK2045  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 KK2045
 KK2045  HORZ ORDER  -  THIRD
 KK2045
 KK2045.The horizontal coordinates were established by classical geodetic methods
 KK2045.and adjusted by the National Geodetic Survey in January 1993..
 KK2045
 KK2045.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2045
 KK2045.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2045
 KK2045.The geoid height was determined by GEOID03.
 KK2045
 KK2045;                    North         East     Units Scale Factor Converg.
 KK2045;SPC CO N     -   376,107.937   871,694.987   MT  0.99996841   -0 19 22.9
 KK2045;SPC CO N     - 1,233,947.46  2,859,885.97   sFT  0.99996841   -0 19 22.9
 KK2045;UTM  13      - 4,425,404.055   414,612.169   MT  0.99968976   -0 38 32.8
 KK2045
 KK2045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2045!SPC CO N     -   0.99950028  x   0.99996841  =   0.99946871
 KK2045!UTM  13      -   0.99950028  x   0.99968976  =   0.99919020
 KK2045
 KK2045:                Primary Azimuth Mark                     Grid Az
 KK2045:SPC CO N     -  SHEEP                                    109 44 26.1
 KK2045:UTM  13      -  SHEEP                                    110 03 36.0
 KK2045
 KK2045|---------------------------------------------------------------------|
 KK2045| PID    Reference Object                     Distance      Geod. Az  |
 KK2045|                                                           dddmmss.s |
 KK2045| KK2044 SHEEP                               APPROX. 7.1 KM 1092503.2 |
 KK2045|---------------------------------------------------------------------|
 KK2045
 KK2045                          SUPERSEDED SURVEY CONTROL
 KK2045
 KK2045  NAD 83(1986)-  39 58 28.13884(N)    105 59 59.81191(W) AD(       ) 3
 KK2045  NAD 27      -  39 58 28.18901(N)    105 59 57.75008(W) AD(       ) 3
 KK2045  NGVD 29 (07/19/86) 3198.     (m)        10492.     (f) VERT ANG       
 KK2045
 KK2045.Superseded values are not recommended for survey control.
 KK2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2045.See file dsdata.txt to determine how the superseded data were derived.
 KK2045
 KK2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE1461225404(NAD 83)
 KK2045_MARKER: W = UNMONUMENTED
 KK2045_SETTING: 0 = UNSPECIFIED SETTING
 KK2045
 KK2045  HISTORY     - Date     Condition        Report By
 KK2045  HISTORY     - 1941     MONUMENTED       USGS
 KK2045
 KK2045                          STATION DESCRIPTION
 KK2045
 KK2045'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 KK2045'TURNING POINT, NEEDS NO DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0568 ***********************************************************************
 HL0568  DESIGNATION -  BLUFF
 HL0568  PID         -  HL0568
 HL0568  STATE/COUNTY-  CO/MINERAL
 HL0568  USGS QUAD   -  CREEDE (1986)
 HL0568
 HL0568                         *CURRENT SURVEY CONTROL
 HL0568  ___________________________________________________________________
 HL0568* NAD 83(1992)-  37 52 00.14075(N)    106 54 46.80671(W)     ADJUSTED  
 HL0568* NAVD 88     -      3367.3    (meters)   11048.     (feet)  VERTCON   
 HL0568  ___________________________________________________________________
 HL0568  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 HL0568  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 HL0568
 HL0568  HORZ ORDER  -  THIRD
 HL0568
 HL0568.The horizontal coordinates were established by classical geodetic methods
 HL0568.and adjusted by the National Geodetic Survey in January 1993..
 HL0568
 HL0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0568
 HL0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0568
 HL0568.The geoid height was determined by GEOID03.
 HL0568
 HL0568;                    North         East     Units Scale Factor Converg.
 HL0568;SPC CO S     -   438,926.065   790,081.607   MT  0.99994556   -0 52 00.1
 HL0568;SPC CO S     - 1,440,043.26  2,592,126.07   sFT  0.99994556   -0 52 00.1
 HL0568;UTM  13      - 4,192,750.565   331,732.217   MT  0.99994874   -1 10 28.3
 HL0568
 HL0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0568!SPC CO S     -   0.99947429  x   0.99994556  =   0.99941988
 HL0568!UTM  13      -   0.99947429  x   0.99994874  =   0.99942306
 HL0568
 HL0568:                Primary Azimuth Mark                     Grid Az
 HL0568:SPC CO S     -  BULL DOG                                 277 47 58.5
 HL0568:UTM  13      -  BULL DOG                                 278 06 26.7
 HL0568
 HL0568|---------------------------------------------------------------------|
 HL0568| PID    Reference Object                     Distance      Geod. Az  |
 HL0568|                                                           dddmmss.s |
 HL0568| HL0569 BULL DOG                            APPROX. 3.5 KM 2765558.4 |
 HL0568|---------------------------------------------------------------------|
 HL0568
 HL0568                          SUPERSEDED SURVEY CONTROL
 HL0568
 HL0568  NAD 83(1986)-  37 52 00.13684(N)    106 54 46.81129(W) AD(       ) 3
 HL0568  NAD 27      -  37 52 00.14404(N)    106 54 44.64885(W) AD(       ) 3
 HL0568  NGVD 29 (07/19/86) 3365.5    (m)        11042.     (f) VERT ANG       
 HL0568
 HL0568.Superseded values are not recommended for survey control.
 HL0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0568.See file dsdata.txt to determine how the superseded data were derived.
 HL0568
 HL0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB3173292751(NAD 83)
 HL0568
 HL0568  HISTORY     - Date     Condition        Report By
 HL0568  HISTORY     - 1904     MONUMENTED       USGS
 HL0568  HISTORY     - 1956     GOOD             USGS
 HL0568
 HL0568                          STATION DESCRIPTION
 HL0568
 HL0568'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (JHC)
 HL0568'ON WESTERN POINT OF HIGH BLUFF E. OF AND ABOVE THE TOWN OF UPPER
 HL0568'CREEDE.  REACHED BY TRAIL FROM LOWER CREEDE.
 HL0568'
 HL0568'STATION MARK FOUND  AS DESCRIBED - NO REFERENCE MARKS.
 HL0568'
 HL0568'STATION MARK - BRONZE TABLET CEMENTED IN ROCK, STAMPED ---BLUFF 1904-
 HL0568'56---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0440 ***********************************************************************
 JM0440  DESIGNATION -  BLUFF
 JM0440  PID         -  JM0440
 JM0440  STATE/COUNTY-  CO/MESA
 JM0440  USGS QUAD   -  UNCOMPAHGRE BUTTE (1973)
 JM0440
 JM0440                         *CURRENT SURVEY CONTROL
 JM0440  ___________________________________________________________________
 JM0440* NAD 83(1992)-  38 30 09.50251(N)    108 44 27.91808(W)     ADJUSTED  
 JM0440* NAVD 88     -      2069.0    (meters)    6788.     (feet)  VERTCON   
 JM0440  ___________________________________________________________________
 JM0440  LAPLACE CORR-          11.16  (seconds)                    DEFLEC99
 JM0440  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 JM0440
 JM0440  HORZ ORDER  -  THIRD
 JM0440
 JM0440.The horizontal coordinates were established by classical geodetic methods
 JM0440.and adjusted by the National Geodetic Survey in November 1997..
 JM0440
 JM0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0440
 JM0440.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0440
 JM0440.The geoid height was determined by GEOID03.
 JM0440
 JM0440;                    North         East     Units Scale Factor Converg.
 JM0440;SPC CO C     -   384,141.441   631,745.823   MT  0.99999007   -2 02 38.8
 JM0440;SPC CO C     - 1,260,304.04  2,072,652.75   sFT  0.99999007   -2 02 38.8
 JM0440;UTM  12      - 4,264,004.353   696,976.696   MT  1.00007784   +1 24 24.3
 JM0440
 JM0440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0440!SPC CO C     -   0.99967828  x   0.99999007  =   0.99966835
 JM0440!UTM  12      -   0.99967828  x   1.00007784  =   0.99975610
 JM0440
 JM0440:                Primary Azimuth Mark                     Grid Az
 JM0440:SPC CO C     -  CAMPBELL ABANDONDED                      060 15 13.0
 JM0440:UTM  12      -  CAMPBELL ABANDONDED                      056 48 09.9
 JM0440
 JM0440|---------------------------------------------------------------------|
 JM0440| PID    Reference Object                     Distance      Geod. Az  |
 JM0440|                                                           dddmmss.s |
 JM0440| JM0439 CAMPBELL ABANDONDED                 APPROX. 5.0 KM 0581234.2 |
 JM0440|---------------------------------------------------------------------|
 JM0440
 JM0440                          SUPERSEDED SURVEY CONTROL
 JM0440
 JM0440  NAD 83(1992)-  38 30 09.49847(N)    108 44 27.92175(W) AD(       ) 3
 JM0440  NAD 83(1986)-  38 30 09.49568(N)    108 44 27.91494(W) AD(       ) 3
 JM0440  NAD 27      -  38 30 09.53676(N)    108 44 25.55497(W) AD(       ) 3
 JM0440  NGVD 29 (07/19/86) 2067.8    (m)         6784.     (f) VERT ANG       
 JM0440
 JM0440.Superseded values are not recommended for survey control.
 JM0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0440.See file dsdata.txt to determine how the superseded data were derived.
 JM0440
 JM0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH9697764004(NAD 83)
 JM0440_MARKER: DD = SURVEY DISK
 JM0440_SETTING: 66 = SET IN ROCK OUTCROP
 JM0440_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JM0440_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0440+STABILITY: POSITION/ELEVATION WELL
 JM0440
 JM0440  HISTORY     - Date     Condition        Report By
 JM0440  HISTORY     - 1947     MONUMENTED       USGS
 JM0440
 JM0440                          STATION DESCRIPTION
 JM0440
 JM0440'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JM0440'STATION IS LOCATED ON HIGH POINT OF ISOLATED TOP, APPROXIMATELY 0.5
 JM0440'MI. S. OF S. TIP OF E. COAL MESA AND OVERLOOKS NORTH MESA CREEK
 JM0440'DRAINAGE TO THE W., APPROXIMATE CENTER SEC. 23, T 48 N, R 17 W.
 JM0440'
 JM0440'TO REACH STATION FROM URAVAN, COLORADO, TAKE HIGHWAY 141 AND PROCEED
 JM0440'APPROXIMATELY 8.0 MI. TO MESA CREEK ROAD, THENCE 3 MI. TO FIRST RD.
 JM0440'FORK RIGHT, FOLLOW THIS RD. TO RANCH HOUSE AT MOUTH OF NORTH MESA
 JM0440'CREEK, THENCE BY PACK UP NORTH MESA CREEK TRAIL 4.5 MI. TO HIGH TOP
 JM0440'ON LEFT OF TRAIL (APPROXIMATELY 3 HRS. PACK).  HIGH POINT OF HIGH
 JM0440'TOP IS STATION SITE.
 JM0440'
 JM0440'STATION MARK--STANDARD TABLET, STAMPED ---BLUFF 1947---, AND CEMENTED
 JM0440'IN SANDSTONE OUTCROP.
 JM0440'
 JM0440'REFERENCE MARK NO. 1--CHISELED ARROW, IN SANDSTONE OUTCROP, 20 FT.
 JM0440'FROM STATION, S 35 DEG 30 MIN E.
 JM0440'
 JM0440'REFERENCE MARK NO. 2--CHISELED ARROW, IN SANDSTONE OUTCROP, 19 FT.
 JM0440'FROM STATION, 279 DEG EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0352 ***********************************************************************
 HJ0352  DESIGNATION -  BLUFF
 HJ0352  PID         -  HJ0352
 HJ0352  STATE/COUNTY-  CO/BENT
 HJ0352  USGS QUAD   -  FLOATING W RANCH (1971)
 HJ0352
 HJ0352                         *CURRENT SURVEY CONTROL
 HJ0352  ___________________________________________________________________
 HJ0352* NAD 83(1992)-  37 40 51.19643(N)    102 52 26.21849(W)     ADJUSTED  
 HJ0352* NAVD 88     -      1459.     (meters)    4787.     (feet)  SCALED    
 HJ0352  ___________________________________________________________________
 HJ0352  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 HJ0352  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 HJ0352
 HJ0352  HORZ ORDER  -  FIRST
 HJ0352
 HJ0352.The horizontal coordinates were established by classical geodetic methods
 HJ0352.and adjusted by the National Geodetic Survey in January 1993..
 HJ0352
 HJ0352.The orthometric height was scaled from a topographic map.
 HJ0352
 HJ0352.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0352
 HJ0352.The geoid height was determined by GEOID03.
 HJ0352
 HJ0352;                    North         East     Units Scale Factor Converg.
 HJ0352;SPC CO S     -   420,618.328 1,146,007.853   MT  0.99994896   +1 36 38.7
 HJ0352;SPC CO S     - 1,379,978.63  3,759,860.76   sFT  0.99994896   +1 36 38.7
 HJ0352;UTM  13      - 4,172,536.568   687,478.473   MT  1.00003294   +1 17 59.8
 HJ0352
 HJ0352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0352!SPC CO S     -   0.99977467  x   0.99994896  =   0.99972364
 HJ0352!UTM  13      -   0.99977467  x   1.00003294  =   0.99980760
 HJ0352
 HJ0352|---------------------------------------------------------------------|
 HJ0352| PID    Reference Object                     Distance      Geod. Az  |
 HJ0352|                                                           dddmmss.s |
 HJ0352| CM8457 BLUFF RM 1                           20.658 METERS 16534     |
 HJ0352| CM8456 BLUFF AZ MK                                        1850523.4 |
 HJ0352| CM8458 BLUFF RM 2                           20.738 METERS 26606     |
 HJ0352|---------------------------------------------------------------------|
 HJ0352
 HJ0352                          SUPERSEDED SURVEY CONTROL
 HJ0352
 HJ0352  NAD 83(1986)-  37 40 51.19157(N)    102 52 26.20872(W) AD(       ) 1
 HJ0352  NAD 27      -  37 40 51.15642(N)    102 52 24.49044(W) AD(       ) 1
 HJ0352
 HJ0352.Superseded values are not recommended for survey control.
 HJ0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0352.See file dsdata.txt to determine how the superseded data were derived.
 HJ0352
 HJ0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB8747872537(NAD 83)
 HJ0352_MARKER: DS = TRIANGULATION STATION DISK
 HJ0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0352
 HJ0352  HISTORY     - Date     Condition        Report By
 HJ0352  HISTORY     - 1953     MONUMENTED       CGS
 HJ0352  HISTORY     - 1962     GOOD             CGS
 HJ0352
 HJ0352                          STATION DESCRIPTION
 HJ0352
 HJ0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HJ0352'THE STATION IS LOCATED ON A SMALL RISE IN A PASTURE THAT
 HJ0352'OVERLOOKS A SMALL VALLEY TO THE NORTH AND HAS HIGHER GROUND
 HJ0352'TO THE NORTHWEST.  IT IS ABOUT 33 MILES AIRLINE SOUTHEAST OF
 HJ0352'LAS ANIMAS, ABOUT 31 MILES AIRLINE SOUTH-SOUTHWEST OF LAMAR,
 HJ0352'AND ABOUT 24 MILES AIRLINE NORTH-NORTHWEST OF SPRINGFIELD.
 HJ0352'
 HJ0352'THE STATION IS A STANDARD DISK STAMPED BLUFF 1953 AND SET
 HJ0352'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 HJ0352'2 INCHES.  IT IS 300 FEET EAST OF A WIRE FENCE AND 6-1/2
 HJ0352'FEET SOUTHEAST OF A WHITE WITNESS POST.
 HJ0352'
 HJ0352'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BLUFF
 HJ0352'NO 1 1953 AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 HJ0352'MONUMENT THAT PROJECTS 2 INCHES.  IT IS ABOUT THE SAME ELEVATION
 HJ0352'AS THE STATION.
 HJ0352'
 HJ0352'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BLUFF
 HJ0352'NO 2 1953 AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 HJ0352'MONUMENT THAT PROJECTS 3 INCHES.  IT IS ABOUT THE SAME ELEVATION
 HJ0352'AS THE STATION.
 HJ0352'
 HJ0352'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BLUFF 1953 AND
 HJ0352'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 HJ0352'PROJECTS 8 INCHES.  IT IS 62 FEET NORTH OF THE CENTER LINE
 HJ0352'OF A DIRT T-ROAD, 31 FEET NORTH OF A T-FENCE CORNER AND TWO
 HJ0352'WIRE GATES, AND 1 FOOT EAST OF A NORTH-SOUTH WIRE FENCE.
 HJ0352'TO REACH THE MARK FROM THE STATION GO SOUTH ALONG THE EAST
 HJ0352'SIDE OF THE FENCE FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 HJ0352'
 HJ0352'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 50
 HJ0352'AND 287 IN LAMAR GO SOUTH ON U.S. HIGHWAY 287 FOR 28.6 MILES
 HJ0352'TO A CROSS ROAD AND SIGN TWO BUTTES.  TURN RIGHT, WEST, AND
 HJ0352'FOLLOW THE MAIN TRAVELED ROAD FOR 10.3 MILES TO A CROSS ROAD.
 HJ0352'CONTINUE, WEST, FOR 3.8 MILES TO A T-ROAD LEFT AND A GATE ON THE
 HJ0352'RIGHT.  TURN RIGHT, NORTH, AND PASS THROUGH 2 GATES, AND GO
 HJ0352'NORTH ALONG THE EAST SIDE OF THE FENCE TO THE TOP OF A SMALL
 HJ0352'RISE AND THE STATION 1/2 MILE NORTH OF THE ROAD.
 HJ0352'
 HJ0352'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 HJ0352
 HJ0352                          STATION RECOVERY (1962)
 HJ0352
 HJ0352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 HJ0352'STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 HJ0352'THE DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1323 ***********************************************************************
 LL1323  DESIGNATION -  BLUFF
 LL1323  PID         -  LL1323
 LL1323  STATE/COUNTY-  CO/BOULDER
 LL1323  USGS QUAD   -  NIWOT (1979)
 LL1323
 LL1323                         *CURRENT SURVEY CONTROL
 LL1323  ___________________________________________________________________
 LL1323* NAD 83(1992)-  40 03 45.60346(N)    105 09 38.15880(W)     ADJUSTED  
 LL1323* NAVD 88     -      1651.     (meters)    5417.     (feet)  SCALED    
 LL1323  ___________________________________________________________________
 LL1323  LAPLACE CORR-         -14.00  (seconds)                    DEFLEC99
 LL1323  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 LL1323
 LL1323  HORZ ORDER  -  THIRD
 LL1323
 LL1323.The horizontal coordinates were established by classical geodetic methods
 LL1323.and adjusted by the National Geodetic Survey in January 1993..
 LL1323
 LL1323.The orthometric height was scaled from a topographic map.
 LL1323
 LL1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1323
 LL1323.The geoid height was determined by GEOID03.
 LL1323
 LL1323;                    North         East     Units Scale Factor Converg.
 LL1323;SPC CO N     -   385,833.949   943,356.855   MT  0.99996221   +0 13 09.5
 LL1323;SPC CO N     - 1,265,856.88  3,094,996.62   sFT  0.99996221   +0 13 09.5
 LL1323;UTM  13      - 4,434,725.105   486,303.798   MT  0.99960231   -0 06 12.1
 LL1323
 LL1323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1323!SPC CO N     -   0.99974366  x   0.99996221  =   0.99970588
 LL1323!UTM  13      -   0.99974366  x   0.99960231  =   0.99934608
 LL1323
 LL1323:                Primary Azimuth Mark                     Grid Az
 LL1323:SPC CO N     -  HAYSTACK                                 314 28 25.2
 LL1323:UTM  13      -  HAYSTACK                                 314 47 46.8
 LL1323
 LL1323|---------------------------------------------------------------------|
 LL1323| PID    Reference Object                     Distance      Geod. Az  |
 LL1323|                                                           dddmmss.s |
 LL1323| LL1324 HAYSTACK                            APPROX. 7.7 KM 3144134.7 |
 LL1323|---------------------------------------------------------------------|
 LL1323
 LL1323                          SUPERSEDED SURVEY CONTROL
 LL1323
 LL1323  NAD 83(1986)-  40 03 45.59432(N)    105 09 38.15623(W) AD(       ) 3
 LL1323  NAD 27      -  40 03 45.64482(N)    105 09 36.21531(W) AD(       ) 3
 LL1323
 LL1323.Superseded values are not recommended for survey control.
 LL1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1323.See file dsdata.txt to determine how the superseded data were derived.
 LL1323
 LL1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE8630434725(NAD 83)
 LL1323
 LL1323  HISTORY     - Date     Condition        Report By
 LL1323  HISTORY     - 1948     MONUMENTED       USGS
 LL1323  HISTORY     - 1973     POOR             USGS
 LL1323
 LL1323                          STATION DESCRIPTION
 LL1323
 LL1323'DESCRIBED BY US GEOLOGICAL SURVEY 1973 (OB)
 LL1323'STATION LOCATED 7.2 MI. SSW. OF LONGMONT, ON RIDGE AT TOP OF BLUFF,
 LL1323'WHERE BLUFF LINES BEND FROM S., NE. 1/4, SW. 1/4 SEC 7, T 1 N, R 69 W.
 LL1323'
 LL1323'TO REACH FROM INTERSECTION OF FOURTH STREET AND U.S. HIGHWAY 87,
 LL1323'LONGMONT, COLORADO, PROCEED S. 6.1 MI. TO CROSSROADS, TURN RIGHT (W.)
 LL1323'PROCEED 2.9 MI. TO FENCE S., TURN LEFT (S.) AND FOLLOW ALONG FENCE
 LL1323'LINE 0.7 MI. TO TOP BLUFF AND STATION.
 LL1323'
 LL1323'STATION WAS REPORTED TO BE TILTED IN GROUND.
 LL1323'
 LL1323'STATION MARK--STANDARD TABLET, STAMPED ---BLUFF 1948---, SET IN
 LL1323'CONCRETE POST.
 LL1323'
 LL1323'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---BLUFF NO.
 LL1323'1---, CEMENTED IN STONE, 41.0 FT. FROM STATION, N 02 DEG 49 MIN E.
 LL1323'
 LL1323'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---BLUFF NO.
 LL1323'2---, SET IN CONCRETE POST, 64.1 FT. FROM STATION, N 47 DEG 26 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0180 ***********************************************************************
 LM0180  DESIGNATION -  BM
 LM0180  PID         -  LM0180
 LM0180  STATE/COUNTY-  CO/GRAND
 LM0180  USGS QUAD   -  KREMMLING (1981)
 LM0180
 LM0180                         *CURRENT SURVEY CONTROL
 LM0180  ___________________________________________________________________
 LM0180* NAD 83(1986)-  40 01 31.     (N)    106 27 20.     (W)     SCALED    
 LM0180* NAVD 88     -      2221.751  (meters)    7289.19   (feet)  ADJUSTED  
 LM0180  ___________________________________________________________________
 LM0180  GEOID HEIGHT-         -12.64  (meters)                     GEOID03
 LM0180  DYNAMIC HT  -        2219.301 (meters)    7281.16  (feet)  COMP
 LM0180  MODELED GRAV-     979,444.7   (mgal)                       NAVD 88
 LM0180
 LM0180  VERT ORDER  -  SECOND    CLASS 0
 LM0180
 LM0180.The horizontal coordinates were scaled from a topographic map and have
 LM0180.an estimated accuracy of +/- 6 seconds.
 LM0180
 LM0180.The orthometric height was determined by differential leveling
 LM0180.and adjusted by the National Geodetic Survey in June 1991..
 LM0180
 LM0180.The geoid height was determined by GEOID03.
 LM0180
 LM0180.The dynamic height is computed by dividing the NAVD 88
 LM0180.geopotential number by the normal gravity value computed on the
 LM0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0180.degrees latitude (g = 980.6199 gals.).
 LM0180
 LM0180.The modeled gravity was interpolated from observed gravity values.
 LM0180
 LM0180;                    North         East    Units  Estimated Accuracy
 LM0180;SPC CO N     -   382,070.      832,840.      MT  (+/- 180 meters Scaled)
 LM0180
 LM0180                          SUPERSEDED SURVEY CONTROL
 LM0180
 LM0180  NGVD 29 (??/??/92) 2220.354  (m)         7284.61   (f) ADJ UNCH    2 0
 LM0180
 LM0180.Superseded values are not recommended for survey control.
 LM0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0180.See file dsdata.txt to determine how the superseded data were derived.
 LM0180
 LM0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE757315(NAD 83)
 LM0180_MARKER: Z = SEE DESCRIPTION
 LM0180_SETTING: 66 = SET IN ROCK OUTCROP
 LM0180_SP_SET: GRANITE ROCK
 LM0180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LM0180+STABILITY: POSITION/ELEVATION WELL
 LM0180
 LM0180  HISTORY     - Date     Condition        Report By
 LM0180  HISTORY     - UNK      MONUMENTED       LOCENG
 LM0180  HISTORY     - 1934     GOOD             NGS
 LM0180
 LM0180                          STATION DESCRIPTION
 LM0180
 LM0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LM0180'3.7 MI NE FROM AZURE.
 LM0180'3.7 MILES NORTHEAST ALONG THE DENVER AND SALT LAKE RAILWAY FROM THE
 LM0180'STATION AT AZURE, GRAND COUNTY, AT THE NORTH END OF GORE CANYON, AT
 LM0180'THE BEGINNING OF A SERIES OF SWIFT RAPIDS, 135 FEET NORTH OF THE SOUTH
 LM0180'END OF A CURVE, AT THE INSIDE OF A CURVE, 30 FEET SOUTH OF AND
 LM0180'IMMEDIATELY BELOW THE APEX OF THE ROCK CLIFF TO THE WEST BANK OF THE
 LM0180'CANYON, 12 FEET WEST OF THE CENTERLINE OF THE TRACK, IN A GRANITE
 LM0180'ROCK, AND 2.5 FEET HIGHER THAN THE TOP OF THE RAIL.  AN IRON ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0207 ***********************************************************************
 HL0207  DESIGNATION -  BM
 HL0207  PID         -  HL0207
 HL0207  STATE/COUNTY-  CO/LA PLATA
 HL0207  USGS QUAD   -  TIFFANY (1968)
 HL0207
 HL0207                         *CURRENT SURVEY CONTROL
 HL0207  ___________________________________________________________________
 HL0207* NAD 83(1986)-  37 02 41.     (N)    107 36 56.     (W)     SCALED    
 HL0207* NAVD 88     -      1908.615  (meters)    6261.85   (feet)  ADJUSTED  
 HL0207  ___________________________________________________________________
 HL0207  GEOID HEIGHT-         -19.91  (meters)                     GEOID03
 HL0207  DYNAMIC HT  -        1906.140 (meters)    6253.73  (feet)  COMP
 HL0207  MODELED GRAV-     979,267.6   (mgal)                       NAVD 88
 HL0207
 HL0207  VERT ORDER  -  FIRST     CLASS II
 HL0207
 HL0207.The horizontal coordinates were scaled from a topographic map and have
 HL0207.an estimated accuracy of +/- 6 seconds.
 HL0207
 HL0207.The orthometric height was determined by differential leveling
 HL0207.and adjusted by the National Geodetic Survey in June 1991..
 HL0207
 HL0207.The geoid height was determined by GEOID03.
 HL0207
 HL0207.The dynamic height is computed by dividing the NAVD 88
 HL0207.geopotential number by the normal gravity value computed on the
 HL0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0207.degrees latitude (g = 980.6199 gals.).
 HL0207
 HL0207.The modeled gravity was interpolated from observed gravity values.
 HL0207
 HL0207;                    North         East    Units  Estimated Accuracy
 HL0207;SPC CO S     -   348,890.      726,210.      MT  (+/- 180 meters Scaled)
 HL0207
 HL0207                          SUPERSEDED SURVEY CONTROL
 HL0207
 HL0207  NGVD 29 (??/??/92) 1907.388  (m)         6257.82   (f) ADJ UNCH    1 2
 HL0207
 HL0207.Superseded values are not recommended for survey control.
 HL0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0207.See file dsdata.txt to determine how the superseded data were derived.
 HL0207
 HL0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB673030(NAD 83)
 HL0207_MARKER: DD = SURVEY DISK
 HL0207_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HL0207_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HL0207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0207
 HL0207  HISTORY     - Date     Condition        Report By
 HL0207  HISTORY     - UNK      MONUMENTED       USGS
 HL0207  HISTORY     - 1934     GOOD             NGS
 HL0207
 HL0207                          STATION DESCRIPTION
 HL0207
 HL0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HL0207'4.6 MI SE FROM IGNACIO.
 HL0207'SET ALONG RIGHT OF WAY OF D.R.G. AND W. R.R. 45 FT. SOUTH WEST OF
 HL0207'CENTERLINE OF R.R. TRACK.  18 FT. NORTH EAST OF CENTERLINE OF COUNTY
 HL0207'ROAD.  NOTE-- DISC BATTERED-- SERIAL NUMBER OBLITERATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0216 ***********************************************************************
 LL0216  DESIGNATION -  BM
 LL0216  PID         -  LL0216
 LL0216  STATE/COUNTY-  CO/WELD
 LL0216  USGS QUAD   -  GREELEY (1980)
 LL0216
 LL0216                         *CURRENT SURVEY CONTROL
 LL0216  ___________________________________________________________________
 LL0216* NAD 83(1986)-  40 25 28.     (N)    104 41 33.     (W)     SCALED    
 LL0216* NAVD 88     -      1420.291  (meters)    4659.74   (feet)  ADJUSTED  
 LL0216  ___________________________________________________________________
 LL0216  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 LL0216  DYNAMIC HT  -        1419.077 (meters)    4655.76  (feet)  COMP
 LL0216  MODELED GRAV-     979,721.9   (mgal)                       NAVD 88
 LL0216
 LL0216  VERT ORDER  -  FIRST     CLASS II
 LL0216
 LL0216.The horizontal coordinates were scaled from a topographic map and have
 LL0216.an estimated accuracy of +/- 6 seconds.
 LL0216
 LL0216.The orthometric height was determined by differential leveling
 LL0216.and adjusted by the National Geodetic Survey in June 1991..
 LL0216.WARNING-Repeat measurements at this control monument indicate possible
 LL0216.vertical movement.
 LL0216
 LL0216.The geoid height was determined by GEOID03.
 LL0216
 LL0216.The dynamic height is computed by dividing the NAVD 88
 LL0216.geopotential number by the normal gravity value computed on the
 LL0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0216.degrees latitude (g = 980.6199 gals.).
 LL0216
 LL0216.The modeled gravity was interpolated from observed gravity values.
 LL0216
 LL0216;                    North         East    Units  Estimated Accuracy
 LL0216;SPC CO N     -   426,260.      982,930.      MT  (+/- 180 meters Scaled)
 LL0216
 LL0216                          SUPERSEDED SURVEY CONTROL
 LL0216
 LL0216  NGVD 29 (??/??/92) 1419.404  (m)         4656.83   (f) ADJ UNCH    1 2
 LL0216
 LL0216.Superseded values are not recommended for survey control.
 LL0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0216.See file dsdata.txt to determine how the superseded data were derived.
 LL0216
 LL0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE260749(NAD 83)
 LL0216_MARKER: O = CHISELED CIRCLE
 LL0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0216_MARK LOGO: CGS   
 LL0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0216+STABILITY: SURFACE MOTION
 LL0216
 LL0216  HISTORY     - Date     Condition        Report By
 LL0216  HISTORY     - UNK      MONUMENTED       CGS
 LL0216  HISTORY     - 1956     GOOD             NGS
 LL0216  HISTORY     - 1983     POOR             NGS
 LL0216
 LL0216                          STATION DESCRIPTION
 LL0216
 LL0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0216'AT GREELEY.
 LL0216'AT GREELEY, 2 BLOCKS WEST OF THE UNION PACIFIC RAILROAD STATION,
 LL0216'AT THE SOUTHEAST CORNER OF THE SOUTH PART OF THE CITY PARK, 14.8
 LL0216'FEET NORTH OF THE NORTH CURB OF 9TH STREET, 13.4 FEET WEST OF THE
 LL0216'WEST CURB OF 9TH AVENUE, 28.8 FEET EAST OF A 28 INCH ELM TREE, IN
 LL0216'THE TOP OF A SANDSTONE POST
 LL0216'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND, BETWEEN THE LETTERS BM,
 LL0216'IN SECTION 5, TOWNSHIP 5 NORTH, RANGE 65 WEST.  THE OLD DESCRIPTION
 LL0216'STATES THAT THIS MARK IS THE BOTTOM OF A SQUARE HOLE AND IS
 LL0216'SURROUNDED BY THE LETTERS USBM.  THE LOCATION OF THIS MARK IS
 LL0216'THE SAME AS THAT GIVEN IN THE OLD DESCRIPTION.
 LL0216
 LL0216                          STATION RECOVERY (1983)
 LL0216
 LL0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0216'RECOVERED IN POOR CONDITION.  THE TOP OF THE POST IS WORN AND THE
 LL0216'CHISELED SQUARE CAN NO LONGER BE DISTINGUISHED.  NOTE-- NOT LEVELED TO
 LL0216'DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0140 ***********************************************************************
 LM0140  DESIGNATION -  BM
 LM0140  PID         -  LM0140
 LM0140  STATE/COUNTY-  CO/GRAND
 LM0140  USGS QUAD   -  RADIAL MOUNTAIN (1956)
 LM0140
 LM0140                         *CURRENT SURVEY CONTROL
 LM0140  ___________________________________________________________________
 LM0140* NAD 83(1986)-  40 17 42.     (N)    106 04 35.     (W)     SCALED    
 LM0140* NAVD 88     -      2221.85   (+/-2cm)    7289.5    (feet)  VERTCON   
 LM0140  ___________________________________________________________________
 LM0140  GEOID HEIGHT-         -12.09  (meters)                     GEOID03
 LM0140
 LM0140  VERT ORDER  -  ? (See Below)
 LM0140
 LM0140.The horizontal coordinates were scaled from a topographic map and have
 LM0140.an estimated accuracy of +/- 6 seconds.
 LM0140
 LM0140.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0140.The vertical order pertains to the NGVD 29 superseded value.
 LM0140
 LM0140.The geoid height was determined by GEOID03.
 LM0140
 LM0140;                    North         East    Units  Estimated Accuracy
 LM0140;SPC CO N     -   411,730.      865,400.      MT  (+/- 180 meters Scaled)
 LM0140
 LM0140                          SUPERSEDED SURVEY CONTROL
 LM0140
 LM0140  NGVD 29 (??/??/92) 2220.354  (m)         7284.61   (f) ADJ UNCH    ?  
 LM0140
 LM0140.Superseded values are not recommended for survey control.
 LM0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0140.See file dsdata.txt to determine how the superseded data were derived.
 LM0140
 LM0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE085610(NAD 83)
 LM0140_MARKER: DD = SURVEY DISK
 LM0140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0140_SP_SET: CULVERT
 LM0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0140
 LM0140  HISTORY     - Date     Condition        Report By
 LM0140  HISTORY     - UNK      MONUMENTED       BPR
 LM0140  HISTORY     - 1954     MARK NOT FOUND   NGS
 LM0140
 LM0140                          STATION DESCRIPTION
 LM0140
 LM0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LM0140'16.5 MI S FROM RAND.
 LM0140'IN GRAND COUNTY, ABOUT 16.5 MILES SOUTHEAST ALONG STATE HIGHWAY 125
 LM0140'FROM RAND, JACKSON COUNTY, ABOUT 450 FEET NORTH OF HIGHWAY MARKER 330,
 LM0140'ON THE INSIDE OF A CURVE, AT THE SOUTH END OF A FAN PROJECTING TOWARD
 LM0140'WILLOW CREEK, AT A CULVERT, AND IN THE TOP OF THE WEST END OF THE
 LM0140'CULVERT.  A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD DISK. NOTE--
 LM0140'IT MAY HAVE BEEN DESTROYED WHEN THE CULVERT WAS CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0119 ***********************************************************************
 JK0119  DESIGNATION -  BM
 JK0119  PID         -  JK0119
 JK0119  STATE/COUNTY-  CO/PUEBLO
 JK0119  USGS QUAD   -  SOUTHEAST PUEBLO (1974)
 JK0119
 JK0119                         *CURRENT SURVEY CONTROL
 JK0119  ___________________________________________________________________
 JK0119* NAD 83(1986)-  38 12 30.     (N)    104 36 45.     (W)     SCALED    
 JK0119* NAVD 88     -      1466.956  (meters)    4812.84   (feet)  ADJUSTED  
 JK0119  ___________________________________________________________________
 JK0119  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 JK0119  DYNAMIC HT  -        1465.415 (meters)    4807.78  (feet)  COMP
 JK0119  MODELED GRAV-     979,527.2   (mgal)                       NAVD 88
 JK0119
 JK0119  VERT ORDER  -  FIRST     CLASS II
 JK0119
 JK0119.The horizontal coordinates were scaled from a topographic map and have
 JK0119.an estimated accuracy of +/- 6 seconds.
 JK0119
 JK0119.The orthometric height was determined by differential leveling
 JK0119.and adjusted by the National Geodetic Survey in June 1991..
 JK0119
 JK0119.The geoid height was determined by GEOID03.
 JK0119
 JK0119.The dynamic height is computed by dividing the NAVD 88
 JK0119.geopotential number by the normal gravity value computed on the
 JK0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0119.degrees latitude (g = 980.6199 gals.).
 JK0119
 JK0119.The modeled gravity was interpolated from observed gravity values.
 JK0119
 JK0119;                    North         East    Units  Estimated Accuracy
 JK0119;SPC CO S     -   476,270.      992,130.      MT  (+/- 180 meters Scaled)
 JK0119
 JK0119                          SUPERSEDED SURVEY CONTROL
 JK0119
 JK0119  NGVD 29 (??/??/92) 1466.118  (m)         4810.09   (f) ADJ UNCH    1 2
 JK0119
 JK0119.Superseded values are not recommended for survey control.
 JK0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0119.See file dsdata.txt to determine how the superseded data were derived.
 JK0119
 JK0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC339290(NAD 83)
 JK0119_MARKER: Q = CHISELED SQUARE
 JK0119_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JK0119_SP_SET: CULVERT HEADWALL
 JK0119_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0119+STABILITY: SURFACE MOTION
 JK0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0119+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1996
 JK0119
 JK0119  HISTORY     - Date     Condition        Report By
 JK0119  HISTORY     - UNK      MONUMENTED       LOCENG
 JK0119  HISTORY     - 1929     GOOD             NGS
 JK0119  HISTORY     - 19960201 GOOD             CODOT
 JK0119
 JK0119                          STATION DESCRIPTION
 JK0119
 JK0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1929
 JK0119'6 MI S FROM PUEBLO.
 JK0119'6.0 MILES SOUTH ALONG THE COLORADO AND SOUTHERN RAILWAY FROM UNION
 JK0119'STATION AT PUEBLO, PUEBLO COUNTY, AT SOUTHERN JUNCTION, 200 FEET
 JK0119'SOUTH OF THE STATION, AT A CONCRETE CULVERT, ON THE TOP OF THE
 JK0119'EAST HEADWALL, 15 FEET EAST OF THE CENTERLINE OF THE EAST TRACK,
 JK0119'8 INCHES FROM THE NORTH END OF THE HEADWALL, AND 2 FEET LOWER THAN
 JK0119'THE TRACK.  A CHISELED SQUARE LETTERED BM.
 JK0119
 JK0119                          STATION RECOVERY (1996)
 JK0119
 JK0119'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (PGG)
 JK0119'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1218 ***********************************************************************
 KK1218  DESIGNATION -  BM
 KK1218  PID         -  KK1218
 KK1218  STATE/COUNTY-  CO/GILPIN
 KK1218  USGS QUAD   -  EAST PORTAL (1958)
 KK1218
 KK1218                         *CURRENT SURVEY CONTROL
 KK1218  ___________________________________________________________________
 KK1218* NAD 83(1986)-  39 54 11.     (N)    105 38 10.     (W)     SCALED    
 KK1218* NAVD 88     -      2794.054  (meters)    9166.83   (feet)  ADJUSTED  
 KK1218  ___________________________________________________________________
 KK1218  GEOID HEIGHT-         -12.61  (meters)                     GEOID03
 KK1218  DYNAMIC HT  -        2790.758 (meters)    9156.01  (feet)  COMP
 KK1218  MODELED GRAV-     979,344.7   (mgal)                       NAVD 88
 KK1218
 KK1218  VERT ORDER  -  SECOND    CLASS 0
 KK1218
 KK1218.The horizontal coordinates were scaled from a topographic map and have
 KK1218.an estimated accuracy of +/- 6 seconds.
 KK1218
 KK1218.The orthometric height was determined by differential leveling
 KK1218.and adjusted by the National Geodetic Survey in June 1991..
 KK1218
 KK1218.The geoid height was determined by GEOID03.
 KK1218
 KK1218.The dynamic height is computed by dividing the NAVD 88
 KK1218.geopotential number by the normal gravity value computed on the
 KK1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1218.degrees latitude (g = 980.6199 gals.).
 KK1218
 KK1218.The modeled gravity was interpolated from observed gravity values.
 KK1218
 KK1218;                    North         East    Units  Estimated Accuracy
 KK1218;SPC CO N     -   368,070.      902,760.      MT  (+/- 180 meters Scaled)
 KK1218
 KK1218                          SUPERSEDED SURVEY CONTROL
 KK1218
 KK1218  NGVD 29 (??/??/92) 2792.538  (m)         9161.85   (f) ADJ UNCH    2 0
 KK1218
 KK1218.Superseded values are not recommended for survey control.
 KK1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1218.See file dsdata.txt to determine how the superseded data were derived.
 KK1218
 KK1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE456171(NAD 83)
 KK1218_MARKER: S = SPIKE
 KK1218_SETTING: 80 = SET IN A BOULDER
 KK1218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1218+STABILITY: SURFACE MOTION
 KK1218
 KK1218  HISTORY     - Date     Condition        Report By
 KK1218  HISTORY     - UNK      MONUMENTED       DRGWRR
 KK1218  HISTORY     - 1934     GOOD             NGS
 KK1218  HISTORY     - 1940     MARK NOT FOUND   NGS
 KK1218
 KK1218                          STATION DESCRIPTION
 KK1218
 KK1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KK1218'0.5 MI E FROM ROLLINSVILLE.
 KK1218'0.5 MILE EAST ALONG THE DENVER AND SALT LAKE RAILWAY FROM THE
 KK1218'EAST PORTAL TO THE MOFFAT TUNNEL AT EAST PORTAL, GILPIN COUNTY,
 KK1218'250 FEET WEST AND 150 FEET SOUTH OF THE FIRST WOODEN TRESTLE
 KK1218'EAST OF THE EAST PORTAL, 25 FEET SOUTH OF THE MAIN TRACK, AND IN
 KK1218'THE TOP OF A LARGE BOULDER.  A SPIKE.
 KK1218
 KK1218                          STATION RECOVERY (1940)
 KK1218
 KK1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 KK1218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1044 ***********************************************************************
 KK1044  DESIGNATION -  BM
 KK1044  PID         -  KK1044
 KK1044  STATE/COUNTY-  CO/CLEAR CREEK
 KK1044  USGS QUAD   -  EMPIRE (1974)
 KK1044
 KK1044                         *CURRENT SURVEY CONTROL
 KK1044  ___________________________________________________________________
 KK1044* NAD 83(1986)-  39 45 37.     (N)    105 40 50.     (W)     SCALED    
 KK1044* NAVD 88     -      2623.140  (meters)    8606.09   (feet)  ADJUSTED  
 KK1044  ___________________________________________________________________
 KK1044  GEOID HEIGHT-         -12.50  (meters)                     GEOID03
 KK1044  DYNAMIC HT  -        2620.045 (meters)    8595.93  (feet)  COMP
 KK1044  MODELED GRAV-     979,351.6   (mgal)                       NAVD 88
 KK1044
 KK1044  VERT ORDER  -  FIRST     CLASS II
 KK1044
 KK1044.The horizontal coordinates were scaled from a topographic map and have
 KK1044.an estimated accuracy of +/- 6 seconds.
 KK1044
 KK1044.The orthometric height was determined by differential leveling
 KK1044.and adjusted by the National Geodetic Survey in June 1991..
 KK1044
 KK1044.The geoid height was determined by GEOID03.
 KK1044
 KK1044.The dynamic height is computed by dividing the NAVD 88
 KK1044.geopotential number by the normal gravity value computed on the
 KK1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1044.degrees latitude (g = 980.6199 gals.).
 KK1044
 KK1044.The modeled gravity was interpolated from observed gravity values.
 KK1044
 KK1044;                    North         East    Units  Estimated Accuracy
 KK1044;SPC CO C     -   518,730.      898,930.      MT  (+/- 180 meters Scaled)
 KK1044
 KK1044                          SUPERSEDED SURVEY CONTROL
 KK1044
 KK1044  NGVD 29 (??/??/92) 2621.637  (m)         8601.15   (f) ADJ UNCH    1 2
 KK1044
 KK1044.Superseded values are not recommended for survey control.
 KK1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1044.See file dsdata.txt to determine how the superseded data were derived.
 KK1044
 KK1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE417013(NAD 83)
 KK1044_MARKER: DD = SURVEY DISK
 KK1044_SETTING: 80 = SET IN A BOULDER
 KK1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1044+STABILITY: SURFACE MOTION
 KK1044
 KK1044  HISTORY     - Date     Condition        Report By
 KK1044  HISTORY     - UNK      MONUMENTED       USGS
 KK1044  HISTORY     - 1954     GOOD             NGS
 KK1044
 KK1044                          STATION DESCRIPTION
 KK1044
 KK1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1044'AT EMPIRE.
 KK1044'AT EMPIRE, 117 YARDS WEST OF THE NORTHWEST CORNER OF THE PUBLIC
 KK1044'SCHOOL, 31.5 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE EAST
 KK1044'UNIT OF THE NOB HILL TOURIST COURT, 94 FEET SOUTH OF THE CENTER
 KK1044'LINE OF U.S. HIGHWAY 40, 6.6 FEET SOUTH OF AN 18 INCH PINE TREE,
 KK1044'1.4 FEET ABOVE THE GROUND, SET IN THE TOP OF A GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0275 ***********************************************************************
 JK0275  DESIGNATION -  BM
 JK0275  PID         -  JK0275
 JK0275  STATE/COUNTY-  CO/EL PASO
 JK0275  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK0275
 JK0275                         *CURRENT SURVEY CONTROL
 JK0275  ___________________________________________________________________
 JK0275* NAD 83(1986)-  38 47 39.     (N)    104 49 07.     (W)     SCALED    
 JK0275* NAVD 88     -      1851.905  (meters)    6075.79   (feet)  ADJUSTED  
 JK0275  ___________________________________________________________________
 JK0275  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 JK0275  DYNAMIC HT  -        1849.898 (meters)    6069.21  (feet)  COMP
 JK0275  MODELED GRAV-     979,478.3   (mgal)                       NAVD 88
 JK0275
 JK0275  VERT ORDER  -  SECOND    CLASS 0
 JK0275
 JK0275.The horizontal coordinates were scaled from a topographic map and have
 JK0275.an estimated accuracy of +/- 6 seconds.
 JK0275
 JK0275.The orthometric height was determined by differential leveling
 JK0275.and adjusted by the National Geodetic Survey in June 1991..
 JK0275
 JK0275.The geoid height was determined by GEOID03.
 JK0275
 JK0275.The dynamic height is computed by dividing the NAVD 88
 JK0275.geopotential number by the normal gravity value computed on the
 JK0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0275.degrees latitude (g = 980.6199 gals.).
 JK0275
 JK0275.The modeled gravity was interpolated from observed gravity values.
 JK0275
 JK0275;                    North         East    Units  Estimated Accuracy
 JK0275;SPC CO C     -   411,680.      973,600.      MT  (+/- 180 meters Scaled)
 JK0275
 JK0275                          SUPERSEDED SURVEY CONTROL
 JK0275
 JK0275  NGVD 29 (??/??/92) 1850.855  (m)         6072.35   (f) ADJ UNCH    2 0
 JK0275
 JK0275.Superseded values are not recommended for survey control.
 JK0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0275.See file dsdata.txt to determine how the superseded data were derived.
 JK0275
 JK0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC157939(NAD 83)
 JK0275_MARKER: DD = SURVEY DISK
 JK0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0275+STABILITY: SURFACE MOTION
 JK0275
 JK0275  HISTORY     - Date     Condition        Report By
 JK0275  HISTORY     - UNK      MONUMENTED       COGS
 JK0275  HISTORY     - 1935     GOOD             NGS
 JK0275
 JK0275                          STATION DESCRIPTION
 JK0275
 JK0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JK0275'3 MI S FROM COLORADO SPRINGS.
 JK0275'3.0 MILE SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 JK0275'COLORADO SPRINGS, THENCE 0.5 MILE SOUTH ALONG STATE HIGHWAY 115, AT
 JK0275'A RIGHT-ANGLE TURN, AT THE JUNCTION OF A ROAD LEADING WEST TO THE
 JK0275'BROADMOOR HOTEL, 33 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST
 JK0275'ROAD, AND 5 FEET SOUTH OF A POINT 27 FEET EAST OF THE JUNCTION OF
 JK0275'A T-FENCE LEADING NORTH.  A STATE SURVEY STANDARD DISK, SET IN THE
 JK0275'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5248 ***********************************************************************
 AE5248  DESIGNATION -  BM 37 5392.97
 AE5248  PID         -  AE5248
 AE5248  STATE/COUNTY-  CO/DENVER
 AE5248  USGS QUAD   -  ARVADA (1994)
 AE5248
 AE5248                         *CURRENT SURVEY CONTROL
 AE5248  ___________________________________________________________________
 AE5248* NAD 83(1992)-  39 47 08.43245(N)    105 02 39.10579(W)     ADJUSTED  
 AE5248* NAVD 88     -      1644.4    (meters)    5395.     (feet)  GPS OBS   
 AE5248  ___________________________________________________________________
 AE5248  X           -  -1,274,257.174 (meters)                     COMP
 AE5248  Y           -  -4,740,961.411 (meters)                     COMP
 AE5248  Z           -   4,060,768.958 (meters)                     COMP
 AE5248  LAPLACE CORR-         -10.47  (seconds)                    DEFLEC99
 AE5248  ELLIP HEIGHT-        1627.55  (meters)          (12/03/02) GPS OBS
 AE5248  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 AE5248
 AE5248  HORZ ORDER  -  FIRST
 AE5248  ELLP ORDER  -  FOURTH    CLASS II
 AE5248
 AE5248.The horizontal coordinates were established by GPS observations
 AE5248.and adjusted by the National Geodetic Survey in January 1998..
 AE5248
 AE5248.The orthometric height was determined by GPS observations and a
 AE5248.high-resolution geoid model.
 AE5248
 AE5248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5248
 AE5248.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5248
 AE5248.The ellipsoidal height was determined by GPS observations
 AE5248.and is referenced to NAD 83.
 AE5248
 AE5248.The geoid height was determined by GEOID03.
 AE5248
 AE5248;                    North         East     Units Scale Factor Converg.
 AE5248;SPC CO C     -   521,631.038   953,446.221   MT  1.00000725   +0 17 14.9
 AE5248;SPC CO C     - 1,711,384.50  3,128,098.14   sFT  1.00000725   +0 17 14.9
 AE5248;UTM  13      - 4,403,970.691   496,215.670   MT  0.99960018   -0 01 41.8
 AE5248
 AE5248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5248!SPC CO C     -   0.99974473  x   1.00000725  =   0.99975198
 AE5248!UTM  13      -   0.99974473  x   0.99960018  =   0.99934501
 AE5248
 AE5248                          SUPERSEDED SURVEY CONTROL
 AE5248
 AE5248  ELLIP H (01/12/98) 1627.60   (m)                       GP(       ) 4 1
 AE5248
 AE5248.Superseded values are not recommended for survey control.
 AE5248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5248.See file dsdata.txt to determine how the superseded data were derived.
 AE5248
 AE5248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE9621603971(NAD 83)
 AE5248_MARKER: DB = BENCH MARK DISK
 AE5248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5248_STAMPING: BM 37 5392.97 1936 DENVER
 AE5248_MARK LOGO: USGS  
 AE5248_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE5248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5248+STABILITY: SURFACE MOTION
 AE5248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5248+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 AE5248
 AE5248  HISTORY     - Date     Condition        Report By
 AE5248  HISTORY     - 1936     MONUMENTED       USGS
 AE5248  HISTORY     - 20040412 GOOD             CO0600
 AE5248
 AE5248                          STATION DESCRIPTION
 AE5248
 AE5248'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 AE5248'THE STATION IS LOCATED IN THE CITY AND COUNTY OF DENVER AT THE WILLIS
 AE5248'CASE GOLF COURSE WHICH IS OWNED BY THE CITY, IN THE SOUTHWEST 1/4 OF
 AE5248'SECTION 18, T 3 S, R 68 W.  OWNERSHIP--CITY AND COUNTY OF DENVER  TO
 AE5248'REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 70 AND SHERIDAN
 AE5248'BLVD., GO SOUTH ON SHERIDAN BLVD.  FOR 0.5 MI (0.8 KM) TO THE
 AE5248'INTERSECTION OF 44TH AVENUE.  TURN LEFT, EAST, ON 44TH STREET FOR 0.5
 AE5248'MI (0.8 KM) TO THE INTERSECTION OF TENNYSON STREET.  TURN LEFT, NORTH,
 AE5248'ON TENNYSON STREET FOR 0.5 MI (0.8 KM) TO THE INTERSTATE 70 UNDERPASS.
 AE5248'CONTINUE AHEAD, NORTH, FOR 0.15 MI (0.24 KM) TO THE STATION ON THE
 AE5248'LEFT IN THE GOLF COURSE AT 49TH AVENUE  THE MARK IS A STANDARD USGS
 AE5248'BENCH MARK DISK SET IN A 6-INCH SQUARE CONCRETE POST RECESSED 4 CM
 AE5248'BELOW THE GRASS.  IT IS 33.5 M (109.9 FT) SOUTH-SOUTHEAST FROM A PINE
 AE5248'TREE, 20.6 M (67.6 FT) WEST FROM THE CENTER LINE OF TENNYSON STREET,
 AE5248'17.9 M (58.7 FT) WEST-NORTHWEST FROM A POWER POLE, 17.2 M (56.4 FT)
 AE5248'WEST FROM THE WESTERN CURB OF TENNYSON STREET, 16.45 M (53.97 FT)
 AE5248'NORTHEAST FROM A PINE TREE AND 5.8 M (19.0 FT) NORTH FROM THE
 AE5248'PROJECTED CENTER LINE OF 49TH AVENUE.
 AE5248
 AE5248                          STATION RECOVERY (2004)
 AE5248
 AE5248'RECOVERY NOTE BY CITY AND COUNTY OF DENVER COLORADO 2004 (RTE)
 AE5248'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0828 ***********************************************************************
 KL0828  CBN         -  This is a Cooperative Base Network Control Station.
 KL0828  DESIGNATION -  BM BOR
 KL0828  PID         -  KL0828
 KL0828  STATE/COUNTY-  CO/MESA
 KL0828  USGS QUAD   -  VEGA RESERVOIR (1982)
 KL0828
 KL0828                         *CURRENT SURVEY CONTROL
 KL0828  ___________________________________________________________________
 KL0828* NAD 83(1992)-  39 13 32.74302(N)    107 48 39.18753(W)     ADJUSTED  
 KL0828* NAVD 88     -      2440.6    (meters)    8007.     (feet)  GPS OBS   
 KL0828  ___________________________________________________________________
 KL0828  X           -  -1,513,902.064 (meters)                     COMP
 KL0828  Y           -  -4,712,176.836 (meters)                     COMP
 KL0828  Z           -   4,013,297.753 (meters)                     COMP
 KL0828  LAPLACE CORR-           5.70  (seconds)                    DEFLEC99
 KL0828  ELLIP HEIGHT-        2425.47  (meters)          (10/21/02) GPS OBS
 KL0828  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 KL0828
 KL0828  HORZ ORDER  -  B
 KL0828  ELLP ORDER  -  FOURTH    CLASS II
 KL0828
 KL0828.The horizontal coordinates were established by GPS observations
 KL0828.and adjusted by the National Geodetic Survey in May 1992..
 KL0828
 KL0828.The orthometric height was determined by GPS observations and a
 KL0828.high-resolution geoid model.
 KL0828
 KL0828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KL0828
 KL0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0828
 KL0828.The ellipsoidal height was determined by GPS observations
 KL0828.and is referenced to NAD 83.
 KL0828
 KL0828.The geoid height was determined by GEOID03.
 KL0828
 KL0828;                    North         East     Units Scale Factor Converg.
 KL0828;SPC CO C     -   461,908.435   714,889.682   MT  0.99993827   -1 27 26.8
 KL0828;SPC CO C     - 1,515,444.59  2,345,433.90   sFT  0.99993827   -1 27 26.8
 KL0828;UTM  13      - 4,345,595.675   257,356.192   MT  1.00032499   -1 46 42.3
 KL0828
 KL0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0828!SPC CO C     -   0.99961961  x   0.99993827  =   0.99955790
 KL0828!UTM  13      -   0.99961961  x   1.00032499  =   0.99994447
 KL0828
 KL0828                          SUPERSEDED SURVEY CONTROL
 KL0828
 KL0828  NAD 83(1986)-  39 13 32.72543(N)    107 48 39.18247(W) AD(       ) 3
 KL0828  ELLIP H (05/26/92) 2425.48   (m)                       GP(       ) 4 1
 KL0828  NGVD 29 (06/11/92) 2439.3    (m)         8003.     (f) GPS OBS        
 KL0828
 KL0828.Superseded values are not recommended for survey control.
 KL0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0828.See file dsdata.txt to determine how the superseded data were derived.
 KL0828
 KL0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD5735645596(NAD 83)
 KL0828_MARKER: DB = BENCH MARK DISK
 KL0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0828_SP_SET: CONCRETE POST
 KL0828_MARK LOGO: BOR   
 KL0828_MAGNETIC: N = NO MAGNETIC MATERIAL
 KL0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0828+STABILITY: SURFACE MOTION
 KL0828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KL0828+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KL0828
 KL0828  HISTORY     - Date     Condition        Report By
 KL0828  HISTORY     - 1991     MONUMENTED       BOR
 KL0828
 KL0828                          STATION DESCRIPTION
 KL0828
 KL0828'DESCRIBED BY US BUREAU OF RECLAMATION 1991
 KL0828'NOTE--STATION HAS SOME GPS BLOCKAGES AND WILL GET WORSE WITH TIME.
 KL0828'DISK IS UNSTAMPED.  A PUNCH HOLE IN A PUNCHED TRIANGLE WAS ADDED TO
 KL0828'THE DISK.
 KL0828'STATION IS LOCATED ABOUT 15 KM (9.3 MI) EAST OF COLLBRAN, IN THE VEGA
 KL0828'STATE RECREATION AREA, AT THE NORTH END OF THE VEGA RESERVOIR DAM, ON
 KL0828'THE EAST SIDE OF A SMALL GRAVEL PARKING LOT, IN A SMALL CLEARING, IN
 KL0828'NORTH CENTRAL SECTION 6, T 10 S, R 93 W.  OWNERSHIP--STATE DIVISION
 KL0828'OF PARKS AND RECREATION, C/O BUTCH DANIEL, PARK RANGER.  PHONE IS
 KL0828'303-487-3407.  (CALL FOR PERMISSION TO TRIM TREES AND HIGH BRUSH IF
 KL0828'NECESSARY).
 KL0828'TO REACH FROM THE POST OFFICE IN COLLBRAN (ON THE EAST SIDE OF MAIN
 KL0828'STREET), GO NORTH ON MAIN STREET FOR 0.1 MI (0.2 KM) TO A T-ROAD.
 KL0828'TURN RIGHT, EAST, UPHILL, ON PAVED ROAD FOR 6.5 MI (10.5 KM) TO A
 KL0828'FORK. KEEP RIGHT, SOUTHEAST, FOR 3.65 MI (5.87 KM) TO A GRAVEL ROAD
 KL0828'RIGHT AT TOP OF GRADE AND PERMIT BOOTH ON THE RIGHT.  TURN RIGHT,
 KL0828'SOUTH, FOR 0.05 MI (0.08 KM) TO PARKING LOT ON THE LEFT.  BEAR LEFT
 KL0828'INTO LOT FOR 30.48 M (100.00 FT) TO STATION ON THE LEFT.
 KL0828'STATION MARK IS SET IN THE TOP OF A 15-CM SQUARE CONCRETE POST
 KL0828'PROJECTING 15 CM ABOVE GROUND.  IT IS 21.2 M (69.6 FT) EAST OF THE
 KL0828'ROAD CENTER, 1.3 M (4.3 FT) EAST OF EAST EDGE OF LOT, 0.7 M (2.3 FT)
 KL0828'NORTHWEST OF A FIBERGLASS WITNESS POST AND 8.5 M (27.9 FT) NORTH OF
 KL0828'THE SOUTHEAST CORNER OF THE LOT.
 KL0828'DESCRIBED BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0168 ***********************************************************************
 JK0168  DESIGNATION -  BM C OF CS
 JK0168  PID         -  JK0168
 JK0168  STATE/COUNTY-  CO/EL PASO
 JK0168  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK0168
 JK0168                         *CURRENT SURVEY CONTROL
 JK0168  ___________________________________________________________________
 JK0168* NAD 83(1986)-  38 50 03.     (N)    104 49 43.     (W)     SCALED    
 JK0168* NAVD 88     -      1823.608  (meters)    5982.95   (feet)  ADJUSTED  
 JK0168  ___________________________________________________________________
 JK0168  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 JK0168  DYNAMIC HT  -        1821.628 (meters)    5976.46  (feet)  COMP
 JK0168  MODELED GRAV-     979,478.3   (mgal)                       NAVD 88
 JK0168
 JK0168  VERT ORDER  -  FIRST     CLASS II
 JK0168
 JK0168.The horizontal coordinates were scaled from a topographic map and have
 JK0168.an estimated accuracy of +/- 6 seconds.
 JK0168
 JK0168.The orthometric height was determined by differential leveling
 JK0168.and adjusted by the National Geodetic Survey in June 1991..
 JK0168
 JK0168.The geoid height was determined by GEOID03.
 JK0168
 JK0168.The dynamic height is computed by dividing the NAVD 88
 JK0168.geopotential number by the normal gravity value computed on the
 JK0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0168.degrees latitude (g = 980.6199 gals.).
 JK0168
 JK0168.The modeled gravity was interpolated from observed gravity values.
 JK0168
 JK0168;                    North         East    Units  Estimated Accuracy
 JK0168;SPC CO C     -   416,120.      972,690.      MT  (+/- 180 meters Scaled)
 JK0168
 JK0168                          SUPERSEDED SURVEY CONTROL
 JK0168
 JK0168  NGVD 29 (??/??/92) 1822.545  (m)         5979.47   (f) ADJ UNCH    1 2
 JK0168
 JK0168.Superseded values are not recommended for survey control.
 JK0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0168.See file dsdata.txt to determine how the superseded data were derived.
 JK0168
 JK0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC148983(NAD 83)
 JK0168_MARKER: X = CHISELED CROSS
 JK0168_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JK0168_SP_SET: DOOR SILL
 JK0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK0168
 JK0168  HISTORY     - Date     Condition        Report By
 JK0168  HISTORY     - UNK      MONUMENTED       LOCSUR
 JK0168  HISTORY     - 1953     GOOD             NGS
 JK0168  HISTORY     - 1975     GOOD             LOCENG
 JK0168  HISTORY     - 1983     MARK NOT FOUND   NGS
 JK0168  HISTORY     - 19970805 MARK NOT FOUND   USPSQD
 JK0168  HISTORY     - 20020119 MARK NOT FOUND   USPSQD
 JK0168
 JK0168                          STATION DESCRIPTION
 JK0168
 JK0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0168'AT COLORADO SPRINGS.
 JK0168'AT COLORADO SPRINGS, 6.2 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 JK0168'DENVER AND RIO GRANDE WESTERN RAILROAD STATION, 26.3 FEET EAST OF
 JK0168'THE EAST RAIL OF TRACK 1, 0.5 FOOT ABOVE THE PLATFORM, A CHISELED
 JK0168'CROSS ON THE TOP OF A CONCRETE DOOR SILL.  NOTE-- DENVER AND RIO
 JK0168'GRANDE WESTERN RAILROAD STATION HAS BEEN SOLD TO PRIVATE INTEREST AND
 JK0168'IS KNOWN AS THE GIUSEPPES DEPOT RESTAURANT 10 SOUTH SIERRE MADRE
 JK0168'STREET.
 JK0168
 JK0168                          STATION RECOVERY (1975)
 JK0168
 JK0168'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 JK0168'RECOVERED IN GOOD CONDITION.
 JK0168
 JK0168                          STATION RECOVERY (1983)
 JK0168
 JK0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JK0168'MARK NOT FOUND.
 JK0168
 JK0168                          STATION RECOVERY (1997)
 JK0168
 JK0168'RECOVERY NOTE BY US POWER SQUADRON 1997
 JK0168'MARK NOT FOUND.
 JK0168
 JK0168                          STATION RECOVERY (2002)
 JK0168
 JK0168'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 JK0168'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8742 ***********************************************************************
 AH8742  DESIGNATION -  BM1 AAB 7246
 AH8742  PID         -  AH8742
 AH8742  STATE/COUNTY-  CO/HUERFANO
 AH8742  USGS QUAD   -  LA VETA (1963)
 AH8742
 AH8742                         *CURRENT SURVEY CONTROL
 AH8742  ___________________________________________________________________
 AH8742* NAD 83(1992)-  37 32 37.62218(N)    105 01 12.46649(W)     ADJUSTED  
 AH8742* NAVD 88     -      2209.7    (meters)    7250.     (feet)  GPS OBS   
 AH8742  ___________________________________________________________________
 AH8742  X           -  -1,312,684.827 (meters)                     COMP
 AH8742  Y           -  -4,892,130.861 (meters)                     COMP
 AH8742  Z           -   3,866,754.482 (meters)                     COMP
 AH8742  LAPLACE CORR-         -10.65  (seconds)                    DEFLEC99
 AH8742  ELLIP HEIGHT-        2192.83  (meters)          (12/03/02) GPS OBS
 AH8742  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 AH8742
 AH8742  HORZ ORDER  -  FIRST
 AH8742  ELLP ORDER  -  FOURTH    CLASS II
 AH8742
 AH8742.The horizontal coordinates were established by GPS observations
 AH8742.and adjusted by the National Geodetic Survey in April 1999..
 AH8742
 AH8742.The orthometric height was determined by GPS observations and a
 AH8742.high-resolution geoid model.
 AH8742
 AH8742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8742
 AH8742.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8742
 AH8742.The ellipsoidal height was determined by GPS observations
 AH8742.and is referenced to NAD 83.
 AH8742
 AH8742.The geoid height was determined by GEOID03.
 AH8742
 AH8742;                    North         East     Units Scale Factor Converg.
 AH8742;SPC CO S     -   402,255.119   956,807.835   MT  0.99995817   +0 17 39.6
 AH8742;SPC CO S     - 1,319,732.00  3,139,127.04   sFT  0.99995817   +0 17 39.6
 AH8742;UTM  13      - 4,155,199.056   498,221.784   MT  0.99960004   -0 00 44.2
 AH8742
 AH8742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8742!SPC CO S     -   0.99965601  x   0.99995817  =   0.99961420
 AH8742!UTM  13      -   0.99965601  x   0.99960004  =   0.99925619
 AH8742
 AH8742                          SUPERSEDED SURVEY CONTROL
 AH8742
 AH8742  ELLIP H (04/26/99) 2192.81   (m)                       GP(       ) 4 2
 AH8742
 AH8742.Superseded values are not recommended for survey control.
 AH8742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8742.See file dsdata.txt to determine how the superseded data were derived.
 AH8742
 AH8742_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB9822255199(NAD 83)
 AH8742_MARKER: DB = BENCH MARK DISK
 AH8742_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH8742_SP_SET: FOUNDATION
 AH8742_STAMPING: BM1 AAB 7246 1963
 AH8742_MARK LOGO: USGS  
 AH8742_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH8742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8742+STABILITY: SURFACE MOTION
 AH8742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8742+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH8742
 AH8742  HISTORY     - Date     Condition        Report By
 AH8742  HISTORY     - 1998     MONUMENTED       NGS
 AH8742
 AH8742                          STATION DESCRIPTION
 AH8742
 AH8742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 AH8742'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) WEST-SOUTHWEST OF
 AH8742'WALSENBURG, 10 MI (16.1 KM) EAST-SOUTHEAST OF LA VITA PASS AND 2.5 MI
 AH8742'(4.0 KM) NORTH OF LA VITA, IN THE NORTHEAST 1/4 OF SECTION 8, T 29 S,
 AH8742'R 68 W, AT U.S.  HIGHWAY 160 MILEPOST 290.8.  OWNERSHIP-- TO REACH THE
 AH8742'STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 160 AND STATE HIGHWAY
 AH8742'12, ABOUT 4 MI (6.4 KM) NORTHEAST OF LA VITA, GO WEST ON U.  S.
 AH8742'HIGHWAY 160 FOR 3.6 MI (5.8 KM) TO THE INTERSECTION OF U.S.  HIGHWAY
 AH8742'160 AND YELLOWSTONE ROAD WITH THE MARK IN THE NORTHWEST CORNER OF THE
 AH8742'INTERSECTION TO MARK IS A STANDARD U.S.  GEOLOGICAL SURVEY DISK SET IN
 AH8742'A DRILL HOLE IN THE CONCRETE BASE OF WHAT APPEARS TO BE AN OLD GAS
 AH8742'PUMP BASE MEASURING 2.5 M (8.2 FT) BY 0.8 M (2.6 FT) AND IS FLUSH WITH
 AH8742'THE GROUND.  IT IS 19.7 M (64.6 FT) NORTH FROM THE CENTER LINE OF U.S.
 AH8742'HIGHWAY 160, 15.4 M (50.5 FT) WEST FROM THE CENTER OF YELLOWSTONE
 AH8742'ROAD, 2.3 M (7.5 FT) NORTHWEST FROM A FENCE CORNER, 1.6 M (5.2 FT)
 AH8742'NORTH FROM A WITNESS POST AND RIGHT-OF-WAY FENCE AND ABOUT EVEN WITH
 AH8742'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8122 ***********************************************************************
 AE8122  DESIGNATION -  BNSF
 AE8122  PID         -  AE8122
 AE8122  STATE/COUNTY-  CO/LARIMER
 AE8122  USGS QUAD   -  LOVELAND (1984)
 AE8122
 AE8122                         *CURRENT SURVEY CONTROL
 AE8122  ___________________________________________________________________
 AE8122* NAD 83(1992)-  40 25 48.38728(N)    105 04 54.98186(W)     ADJUSTED  
 AE8122* NAVD 88     -      1531.0    (meters)    5023.     (feet)  GPS OBS   
 AE8122  ___________________________________________________________________
 AE8122  X           -  -1,265,359.873 (meters)                     COMP
 AE8122  Y           -  -4,695,516.555 (meters)                     COMP
 AE8122  Z           -   4,115,437.545 (meters)                     COMP
 AE8122  LAPLACE CORR-         -14.95  (seconds)                    DEFLEC99
 AE8122  ELLIP HEIGHT-        1514.71  (meters)          (12/03/02) GPS OBS
 AE8122  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 AE8122
 AE8122  HORZ ORDER  -  FIRST
 AE8122  ELLP ORDER  -  FOURTH    CLASS II
 AE8122
 AE8122.The horizontal coordinates were established by GPS observations
 AE8122.and adjusted by the National Geodetic Survey in March 1998..
 AE8122
 AE8122.The orthometric height was determined by GPS observations and a
 AE8122.high-resolution geoid model.
 AE8122
 AE8122.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8122
 AE8122.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8122
 AE8122.The ellipsoidal height was determined by GPS observations
 AE8122.and is referenced to NAD 83.
 AE8122
 AE8122.The geoid height was determined by GEOID03.
 AE8122
 AE8122;                    North         East     Units Scale Factor Converg.
 AE8122;SPC CO N     -   426,660.767   949,875.153   MT  0.99996173   +0 16 12.4
 AE8122;SPC CO N     - 1,399,802.87  3,116,382.06   sFT  0.99996173   +0 16 12.4
 AE8122;UTM  13      - 4,475,499.954   493,049.757   MT  0.99960059   -0 03 11.3
 AE8122
 AE8122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8122!SPC CO N     -   0.99976244  x   0.99996173  =   0.99972418
 AE8122!UTM  13      -   0.99976244  x   0.99960059  =   0.99936313
 AE8122
 AE8122                          SUPERSEDED SURVEY CONTROL
 AE8122
 AE8122  ELLIP H (03/31/98) 1514.75   (m)                       GP(       ) 4 1
 AE8122
 AE8122.Superseded values are not recommended for survey control.
 AE8122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8122.See file dsdata.txt to determine how the superseded data were derived.
 AE8122
 AE8122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE9305075500(NAD 83)
 AE8122_MARKER: I = METAL ROD
 AE8122_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE8122_STAMPING: BNSF 1996
 AE8122_MARK LOGO: NGS   
 AE8122_PROJECTION: FLUSH
 AE8122_MAGNETIC: I = MARKER IS A STEEL ROD
 AE8122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8122+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE8122_ROD/PIPE-DEPTH: 4.6  meters
 AE8122_SLEEVE-DEPTH  : 0.9 meters
 AE8122
 AE8122  HISTORY     - Date     Condition        Report By
 AE8122  HISTORY     - 1996     MONUMENTED       NGS
 AE8122  HISTORY     - 20060617 POOR             INDIV
 AE8122
 AE8122                          STATION DESCRIPTION
 AE8122
 AE8122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE8122'THE STATION IS LOCATED IN THE CITY OF LOVELAND, IN THE NORTHEAST 1/4
 AE8122'OF SECTION 2, T 5 N, R 69 W.  OWNERSHIP-- TO REACH THE STATION FROM
 AE8122'THE INTERSECTION OF U.  S.  HIGHWAY 287 (NORTH GARFIELD AVENUE) AND
 AE8122'37TH STREET IN NORTH LOVELAND, GO WEST ON 37TH STREET FOR 0.25 MI
 AE8122'(0.40 KM) TO THE STATION ON THE SOUTHWEST SIDE OF THE RAILROAD TRACKS,
 AE8122'BETWEEN DIRECTORY PLACE AND BUTTERNUT AVENUE THE MARK IS A PUNCH HOLE
 AE8122'TOP CENTER ON A STAINLESS STEEL ROD DRIVEN 4.6 M (15.1 FT) TO REFUSAL,
 AE8122'ENCASED IN A 0.9 M (3.0 FT) GREASED 1-INCH PVC PIPE SLEEVE, ENCLOSED
 AE8122'IN A 5-INCH PVC PIPE SURROUNDED BY A CONCRETE COLLAR, FLUSH WITH THE
 AE8122'GROUND.  IT IS 42.0 M (137.8 FT) SOUTH FROM THE CENTER LINE OF 37TH
 AE8122'STREET, 41.5 M (136.2 FT) NORTHWEST FROM A RAILROAD SIGNAL BASE TRACK
 AE8122'SWITCH, 30.8 M (101.0 FT) SOUTH FROM THE EASTBOUND RAILROAD CROSSING
 AE8122'GATE, 7.7 M (25.3 FT) WEST FROM THE WESTERN RAIL, 6.8 M (22.3 FT) EAST
 AE8122'FROM A RIGHT-OF-WAY FENCE, 0.7 M (2.3 FT) NORTH FROM A WITNESS POST,
 AE8122'0.65 M (2.13 FT) SOUTH FROM A WITNESS POST, ABOUT 0.2 MI (0.3 KM)
 AE8122'NORTH FROM RAILROAD MILEPOST 63 AND ABOUT 50 CM BELOW THE TRACKS.
 AE8122
 AE8122                          STATION RECOVERY (2006)
 AE8122
 AE8122'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (CWD)
 AE8122'LOGO CAP HINGES ARE BROKEN, HOWEVER IT IS STILL IN PLACE.
 AE8122'WITNESS POST NORTH OF STATION HAS BEEN SHEARED OFF NEAR GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2043 ***********************************************************************
 KK2043  DESIGNATION -  BOBTAIL
 KK2043  PID         -  KK2043
 KK2043  STATE/COUNTY-  CO/GRAND
 KK2043  USGS QUAD   -  BYERS PEAK (1957)
 KK2043
 KK2043                         *CURRENT SURVEY CONTROL
 KK2043  ___________________________________________________________________
 KK2043* NAD 83(1992)-  39 46 52.79640(N)    105 53 31.34742(W)     ADJUSTED  
 KK2043* NAVD 88     -      3904.     (meters)   12808.     (feet)  VERTCON   
 KK2043  ___________________________________________________________________
 KK2043  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 KK2043  GEOID HEIGHT-         -12.39  (meters)                     GEOID03
 KK2043
 KK2043  HORZ ORDER  -  THIRD
 KK2043
 KK2043.The horizontal coordinates were established by classical geodetic methods
 KK2043.and adjusted by the National Geodetic Survey in January 1993..
 KK2043
 KK2043.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2043
 KK2043.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2043
 KK2043.The geoid height was determined by GEOID03.
 KK2043
 KK2043;                    North         East     Units Scale Factor Converg.
 KK2043;SPC CO N     -   354,616.042   880,817.837   MT  0.99999019   -0 15 11.9
 KK2043;SPC CO N     - 1,163,436.13  2,889,816.52   sFT  0.99999019   -0 15 11.9
 KK2043;SPC CO C     -   521,123.307   880,817.289   MT  1.00000635   -0 14 50.1
 KK2043;SPC CO C     - 1,709,718.72  2,889,814.72   sFT  1.00000635   -0 14 50.1
 KK2043;UTM  13      - 4,403,868.207   423,612.760   MT  0.99967183   -0 34 14.9
 KK2043
 KK2043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2043!SPC CO N     -   0.99938987  x   0.99999019  =   0.99938007
 KK2043!SPC CO C     -   0.99938987  x   1.00000635  =   0.99939622
 KK2043!UTM  13      -   0.99938987  x   0.99967183  =   0.99906190
 KK2043
 KK2043:                Primary Azimuth Mark                     Grid Az
 KK2043:SPC CO N     -  BYERS PK                                 333 07 40.9
 KK2043:SPC CO C     -  BYERS PK                                 333 07 19.1
 KK2043:UTM  13      -  BYERS PK                                 333 26 43.9
 KK2043
 KK2043|---------------------------------------------------------------------|
 KK2043| PID    Reference Object                     Distance      Geod. Az  |
 KK2043|                                                           dddmmss.s |
 KK2043| KK2042 BYERS PK                            APPROX.10.4 KM 3325229.0 |
 KK2043|---------------------------------------------------------------------|
 KK2043
 KK2043                          SUPERSEDED SURVEY CONTROL
 KK2043
 KK2043  NAD 83(1986)-  39 46 52.78616(N)    105 53 31.34576(W) AD(       ) 3
 KK2043  NAD 27      -  39 46 52.83268(N)    105 53 29.30342(W) AD(       ) 3
 KK2043  NGVD 29 (07/19/86) 3902.     (m)        12802.     (f) VERT ANG       
 KK2043
 KK2043.Superseded values are not recommended for survey control.
 KK2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2043.See file dsdata.txt to determine how the superseded data were derived.
 KK2043
 KK2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE2361303868(NAD 83)
 KK2043_MARKER: DD = SURVEY DISK
 KK2043_SETTING: 66 = SET IN ROCK OUTCROP
 KK2043_SP_SET: SET IN ROCK OUTCROP
 KK2043_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK2043+STABILITY: POSITION/ELEVATION WELL
 KK2043
 KK2043  HISTORY     - Date     Condition        Report By
 KK2043  HISTORY     - 1955     MONUMENTED       USGS
 KK2043
 KK2043                          STATION DESCRIPTION
 KK2043
 KK2043'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 KK2043'STATION IS LOCATED ON CONTINENTAL DIVIDE, 12 MI. SSE. OF FRASER,
 KK2043'0.5 MI. N. OF JONES PASS.
 KK2043'
 KK2043'TO REACH FROM FIRST SWITCHBACK ON U.S. HIGHWAY 40, GOING N. TO
 KK2043'BERTHOUD PASS, TAKE RD. UP WEST FORK CLEAR CREEK AND GO 6.5 MI. TO
 KK2043'JONES PASS, FOLLOW RIDGE N. PAST FIRST TOP TO STATION ON HIGH POINT.
 KK2043'
 KK2043'STATION MARK--STANDARD TABLET STAMPED ---BOBTAIL 1955---, CEMENTED IN
 KK2043'ROCK.
 KK2043'
 KK2043'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0448 ***********************************************************************
 KJ0448  DESIGNATION -  BOESE
 KJ0448  PID         -  KJ0448
 KJ0448  STATE/COUNTY-  CO/KIT CARSON
 KJ0448  USGS QUAD   -  SOUTH OF SEIBERT (1969)
 KJ0448
 KJ0448                         *CURRENT SURVEY CONTROL
 KJ0448  ___________________________________________________________________
 KJ0448* NAD 83(1992)-  39 13 53.95988(N)    102 47 18.04036(W)     ADJUSTED  
 KJ0448* NAVD 88     -      1429.4    (meters)    4690.     (feet)  VERTCON   
 KJ0448  ___________________________________________________________________
 KJ0448  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 KJ0448  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 KJ0448
 KJ0448  HORZ ORDER  -  FIRST
 KJ0448
 KJ0448.The horizontal coordinates were established by classical geodetic methods
 KJ0448.and adjusted by the National Geodetic Survey in January 1993..
 KJ0448
 KJ0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0448
 KJ0448.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0448
 KJ0448.The geoid height was determined by GEOID03.
 KJ0448
 KJ0448;                    North         East     Units Scale Factor Converg.
 KJ0448;SPC CO C     -   463,518.860 1,148,485.735   MT  0.99993850   +1 42 36.8
 KJ0448;SPC CO C     - 1,520,728.13  3,767,990.28   sFT  0.99993850   +1 42 36.8
 KJ0448;UTM  13      - 4,344,814.981   690,894.660   MT  1.00004871   +1 23 57.1
 KJ0448
 KJ0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0448!SPC CO C     -   0.99977924  x   0.99993850  =   0.99971775
 KJ0448!UTM  13      -   0.99977924  x   1.00004871  =   0.99982794
 KJ0448
 KJ0448|---------------------------------------------------------------------|
 KJ0448| PID    Reference Object                     Distance      Geod. Az  |
 KJ0448|                                                           dddmmss.s |
 KJ0448| CP7490 BOESE RM 1                           12.838 METERS 00304     |
 KJ0448| CP7489 BOESE AZ MK                                        0682853.1 |
 KJ0448| CP7491 BOESE RM 2                           10.381 METERS 09020     |
 KJ0448|---------------------------------------------------------------------|
 KJ0448
 KJ0448                          SUPERSEDED SURVEY CONTROL
 KJ0448
 KJ0448  NAD 83(1986)-  39 13 53.95330(N)    102 47 18.03833(W) AD(       ) 1
 KJ0448  NAD 27      -  39 13 53.97394(N)    102 47 16.29677(W) AD(       ) 1
 KJ0448  NGVD 29 (07/19/86) 1428.8    (m)         4688.     (f) VERT ANG       
 KJ0448
 KJ0448.Superseded values are not recommended for survey control.
 KJ0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0448.See file dsdata.txt to determine how the superseded data were derived.
 KJ0448
 KJ0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD9089544815(NAD 83)
 KJ0448_MARKER: DS = TRIANGULATION STATION DISK
 KJ0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0448_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KJ0448
 KJ0448  HISTORY     - Date     Condition        Report By
 KJ0448  HISTORY     - 1968     MONUMENTED       CGS
 KJ0448  HISTORY     - 1969     MARK NOT FOUND   CGS
 KJ0448
 KJ0448                          STATION DESCRIPTION
 KJ0448
 KJ0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KJ0448'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHEAST OF SEIBERT,
 KJ0448'5-1/2 MILES SOUTH-SOUTHWEST OF VONA, 4 MILES SOUTH OF INTERSTATE
 KJ0448'HIGHWAY 70, NEAR THE SOUTH CENTER OF SECTION 29, T. 9 S., R.48
 KJ0448'W. AND ON PROPERTY OF MR. A.L. BOESE.
 KJ0448'
 KJ0448'TO REACH THE STATION FROM THE CROSSROAD WHICH IS JUST WEST OF THE
 KJ0448'SNELL GRAIN COMPANY ELEVATOR IN VONA, GO WEST ON U.S. HIGHWAY 24
 KJ0448'FOR 2.0 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON A
 KJ0448'GRAVELED ROAD FOR 4.0 MILES TO A CROSSROAD.  CONTINUE SOUTH ON THE
 KJ0448'GRAVELED ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON THE
 KJ0448'LEFT.  CONTINUE SOUTH ON THE GRAVELED ROAD FOR 1.4 MILES TO A
 KJ0448'CROSSROAD.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.2
 KJ0448'MILE TO THE FIRST DRIVEWAY LEADING TO MR. BOESES RESIDENCE.  TURN
 KJ0448'RIGHT AND GO NORTH ON A DIRT DRIVEWAY FOR 0.1 MILE TO MR. BOESES
 KJ0448'RESIDENCE AND A T-ROAD.  TURN RIGHT, GO NORTHEAST AND
 KJ0448'NORTH FOR 0.15 MILE TO A WIRE GATE THAT IS BETWEEN 2 SMALL
 KJ0448'SHEDS.  PASS THROUGH THE GATE, CONTINUE NORTH ON A TRACK
 KJ0448'ROAD FOR 0.9 MILE TO A GAP IN A WIRE FENCE.  CONTINUE NORTHWEST
 KJ0448'ON THE TRACK ROAD FOR 0.2 MILE TO THE END OF THE TRACK ROAD AND
 KJ0448'3 POSTS.  BEAR RIGHT, NORTHEAST, ACROSS THE PASTURE FOR 0.05
 KJ0448'MILE TO THE HIGHEST POINT OF THE HILL AND THE STATION.
 KJ0448'
 KJ0448'THE STATION MARK IS A STANDARD DISK STAMPED BOESE 1968, SET IN
 KJ0448'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 KJ0448'GROUND.  IT IS SET ON THE HIGHEST PART OF THE PASTURE LAND.
 KJ0448'
 KJ0448'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BOESE NO 1 1968,
 KJ0448'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 KJ0448'WITH THE GROUND.  IT IS NORTH OF THE STATION AND ABOUT THE SAME
 KJ0448'ELEVATION.
 KJ0448'
 KJ0448'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BOESE NO 2 1968,
 KJ0448'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 KJ0448'THE GROUND.  IT IS EAST OF THE STATION AND ABOUT THE SAME
 KJ0448'ELEVATION.
 KJ0448'
 KJ0448'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BOESE 1968, SET
 KJ0448'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KJ0448'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 35 FEET EAST OF THE
 KJ0448'CENTER OF THE GRAVELED ROAD, 32 FEET SOUTH OF THE CENTER OF A
 KJ0448'FIELD ENTRANCE, 4.2 FEET NORTHEAST OF TELEPHONE POLE NO. B 4625
 KJ0448'AND 1.7 FEET SOUTH OF A METAL WITNESS POST.
 KJ0448'
 KJ0448'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 KJ0448
 KJ0448                          STATION RECOVERY (1969)
 KJ0448
 KJ0448'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (EM)
 KJ0448'THE STATION WAS OCCUPIED FOR VERTICAL TIE ONLY AND THE REFERENCE
 KJ0448'MARK DIRECTIONS AND DISTANCES WERE NOT REOBSERVED.
 KJ0448'
 KJ0448'THE DESCRIPTION GIVEN WAS
 KJ0448'VERIFIED AND REQUIRES NO ADDITIONS OR DELETIONS.
 KJ0448'
 KJ0448'STATION MARK IS A USC AND GS STANDARD DISK STAMPED BOESE 1968.
 KJ0448'
 KJ0448'REFERENCE MARK NO. 1 IS A USC AND GS STANDARD DISK STAMPED
 KJ0448'BOESE NO. 1 1968.
 KJ0448'
 KJ0448'REFERENCE MARK NO. 2 IS A USC AND GS STANDARD DISK STAMPED BOESE
 KJ0448'NO. 2 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0277 ***********************************************************************
 KM0277  DESIGNATION -  BOIES
 KM0277  PID         -  KM0277
 KM0277  STATE/COUNTY-  CO/RIO BLANCO
 KM0277  USGS QUAD   -  YANKEE GULCH (1972)
 KM0277
 KM0277                         *CURRENT SURVEY CONTROL
 KM0277  ___________________________________________________________________
 KM0277* NAD 83(1992)-  39 47 26.10478(N)    108 24 37.22092(W)     ADJUSTED  
 KM0277* NAVD 88     -      2230.7    (meters)    7319.     (feet)  VERTCON   
 KM0277  ___________________________________________________________________
 KM0277  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 KM0277  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 KM0277
 KM0277  HORZ ORDER  -  THIRD
 KM0277
 KM0277.The horizontal coordinates were established by classical geodetic methods
 KM0277.and adjusted by the National Geodetic Survey in January 1993..
 KM0277
 KM0277.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0277
 KM0277.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0277
 KM0277.The geoid height was determined by GEOID03.
 KM0277
 KM0277;                    North         East     Units Scale Factor Converg.
 KM0277;SPC CO N     -   359,659.442   665,166.734   MT  0.99998889   -1 52 49.7
 KM0277;SPC CO N     - 1,179,982.69  2,182,301.19   sFT  0.99998889   -1 52 49.7
 KM0277;SPC CO C     -   526,070.825   665,159.788   MT  1.00000828   -1 50 07.9
 KM0277;SPC CO C     - 1,725,950.70  2,182,278.40   sFT  1.00000828   -1 50 07.9
 KM0277;UTM  12      - 4,407,722.820   721,740.274   MT  1.00020537   +1 39 28.9
 KM0277
 KM0277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0277!SPC CO N     -   0.99965269  x   0.99998889  =   0.99964158
 KM0277!SPC CO C     -   0.99965269  x   1.00000828  =   0.99966096
 KM0277!UTM  12      -   0.99965269  x   1.00020537  =   0.99985799
 KM0277
 KM0277:                Primary Azimuth Mark                     Grid Az
 KM0277:SPC CO N     -  FAWN                                     154 21 36.2
 KM0277:SPC CO C     -  FAWN                                     154 18 54.4
 KM0277:UTM  12      -  FAWN                                     150 49 17.6
 KM0277
 KM0277|---------------------------------------------------------------------|
 KM0277| PID    Reference Object                     Distance      Geod. Az  |
 KM0277|                                                           dddmmss.s |
 KM0277| KM0262 FAWN                                APPROX. 5.6 KM 1522846.5 |
 KM0277|---------------------------------------------------------------------|
 KM0277
 KM0277                          SUPERSEDED SURVEY CONTROL
 KM0277
 KM0277  NAD 83(1986)-  39 47 26.09888(N)    108 24 37.21497(W) AD(       ) 3
 KM0277  NAD 27      -  39 47 26.19440(N)    108 24 34.89165(W) AD(       ) 3
 KM0277  NGVD 29 (07/19/86) 2229.4    (m)         7314.     (f) VERT ANG       
 KM0277
 KM0277.Superseded values are not recommended for survey control.
 KM0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0277.See file dsdata.txt to determine how the superseded data were derived.
 KM0277
 KM0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYK2174007723(NAD 83)
 KM0277_MARKER: DD = SURVEY DISK
 KM0277_SETTING: 0 = UNSPECIFIED SETTING
 KM0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0277
 KM0277  HISTORY     - Date     Condition        Report By
 KM0277  HISTORY     - 1950     MONUMENTED       USGS
 KM0277
 KM0277                          STATION DESCRIPTION
 KM0277
 KM0277'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KM0277'LOCATED ABOUT 10.0 MI. (AIRLINE) SW. OF INTERSECTION PICEANCE CREEK
 KM0277'ROAD AND BLACK SULPHUR ROAD AND ABOUT 7.0 MI. E. OF CATHEDRAL BLUFF.
 KM0277'ON N-S. RIDGE WHICH IS BARE EXCEPT FOR A FEW SCATTERED TREES, IN NE.
 KM0277'1/4 SEC. 17, T 3 S, R 98 W, WILL SEE ALL DIRECTIONS.
 KM0277'
 KM0277'TO REACH FROM INTERSECTION OF HIGHWAY 13 AND PICEANCE CREEK ROAD,
 KM0277'TRAVEL ON PICEANCE CREEK ROAD 24.2 MI., TURN W. ON BLACK SULPHUR ROAD
 KM0277'3.6 MI. TO RD. FORK AND GATE, TURN S. THROUGH GATE AND GO 6.5 MI.
 KM0277'ALONG RIDGE TOP W. OF EUREKA CREEK TO BARE PART OF RIDGE, TURN FROM
 KM0277'RD. AND GO ABOUT 600 FT. TO STATION SITE.  THERE IS A LARGE TREE WHERE
 KM0277'YOU TURN FROM RD. AND CROSS COUNTRY TO STATION SITE.
 KM0277'
 KM0277'STATION MARK--STANDARD USGS TABLET, CEMENTED IN CONCRETE MONUMENT,
 KM0277'PROTRUDING 3 IN. ABOVE GROUND, STAMPED ---BOIES 1950 VABM 7315---.
 KM0277'
 KM0277'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, CEMENTED IN
 KM0277'CONCRETE MONUMENT, PROTRUDING 2 IN. ABOVE GROUND, STAMPED ---NO. 1---,
 KM0277'85.35 FT. FROM STATION MARK, S 08 DEG 46 MIN W.
 KM0277'
 KM0277'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, CEMENTED IN
 KM0277'CONCRETE MONUMENT, PROTRUDING 3 IN. ABOVE GROUND, STAMPED ---NO. 2---,
 KM0277'73.10 FT. FROM STATION MARK, N 83 DEG 49 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0247 ***********************************************************************
 KM0247  DESIGNATION -  BOLT
 KM0247  PID         -  KM0247
 KM0247  STATE/COUNTY-  CO/RIO BLANCO
 KM0247  USGS QUAD   -  GREASEWOOD GULCH (1952)
 KM0247
 KM0247                         *CURRENT SURVEY CONTROL
 KM0247  ___________________________________________________________________
 KM0247* NAD 83(1992)-  39 55 57.02127(N)    108 13 58.13222(W)     ADJUSTED  
 KM0247* NAVD 88     -      2108.1    (meters)    6916.     (feet)  VERTCON   
 KM0247  ___________________________________________________________________
 KM0247  LAPLACE CORR-           4.67  (seconds)                    DEFLEC99
 KM0247  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 KM0247
 KM0247  HORZ ORDER  -  THIRD
 KM0247
 KM0247.The horizontal coordinates were established by classical geodetic methods
 KM0247.and adjusted by the National Geodetic Survey in January 1993..
 KM0247
 KM0247.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0247
 KM0247.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0247
 KM0247.The geoid height was determined by GEOID03.
 KM0247
 KM0247;                    North         East     Units Scale Factor Converg.
 KM0247;SPC CO N     -   374,925.691   680,850.130   MT  0.99997218   -1 45 56.7
 KM0247;SPC CO N     - 1,230,068.70  2,233,755.80   sFT  0.99997218   -1 45 56.7
 KM0247;UTM  12      - 4,423,932.785   736,454.879   MT  1.00028836   +1 46 37.3
 KM0247
 KM0247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0247!SPC CO N     -   0.99967197  x   0.99997218  =   0.99964416
 KM0247!UTM  12      -   0.99967197  x   1.00028836  =   0.99996023
 KM0247
 KM0247:                Primary Azimuth Mark                     Grid Az
 KM0247:SPC CO N     -  MR 12                                    308 52 58.4
 KM0247:UTM  12      -  MR 12                                    305 20 24.4
 KM0247
 KM0247|---------------------------------------------------------------------|
 KM0247| PID    Reference Object                     Distance      Geod. Az  |
 KM0247|                                                           dddmmss.s |
 KM0247| KM0268 MR 12                               APPROX. 7.9 KM 3070701.7 |
 KM0247|---------------------------------------------------------------------|
 KM0247
 KM0247                          SUPERSEDED SURVEY CONTROL
 KM0247
 KM0247  NAD 83(1986)-  39 55 57.01542(N)    108 13 58.12614(W) AD(       ) 3
 KM0247  NAD 27      -  39 55 57.11242(N)    108 13 55.82216(W) AD(       ) 3
 KM0247  NGVD 29 (07/19/86) 2106.8    (m)         6912.     (f) VERT ANG       
 KM0247
 KM0247.Superseded values are not recommended for survey control.
 KM0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0247.See file dsdata.txt to determine how the superseded data were derived.
 KM0247
 KM0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYK3645523933(NAD 83)
 KM0247_MARKER: DD = SURVEY DISK
 KM0247_SETTING: 0 = UNSPECIFIED SETTING
 KM0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0247
 KM0247  HISTORY     - Date     Condition        Report By
 KM0247  HISTORY     - 1950     MONUMENTED       USGS
 KM0247
 KM0247                          STATION DESCRIPTION
 KM0247
 KM0247'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KM0247'STATION LOCATED ABOUT 14.5 MI. N. AND 17 MI. W. OF RIO BLANCO,
 KM0247'COLORADO, IN SW. 1/4 SECTION 25, T 1 S, R 97 W.
 KM0247'
 KM0247'TO REACH FROM RIO BLANCO POST OFFICE, PROCEED W. AND N. ON STATE
 KM0247'HIGHWAY 326 32.0 MI. TO T-RD. SE. UP RIDGE.  THENCE SE. UP RIDGE FOR
 KM0247'4.3 MI. TO STATION ON S. END OF SMALL TOP ON LARGE RIDGE.
 KM0247'
 KM0247'STATION MARK--STANDARD TABLET, STAMPED ---R-BOLT 1950 VABM 6912---,
 KM0247'SET IN CONCRETE MONUMENT, PROJECTING 8 IN. ABOVE THE SURFACE.
 KM0247'
 KM0247'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0076 ***********************************************************************
 KK0076  DESIGNATION -  BOMB
 KK0076  PID         -  KK0076
 KK0076  STATE/COUNTY-  CO/ARAPAHOE
 KK0076  USGS QUAD   -  STRASBURG SW (1994)
 KK0076
 KK0076                         *CURRENT SURVEY CONTROL
 KK0076  ___________________________________________________________________
 KK0076* NAD 83(1992)-  39 34 42.53552(N)    104 29 33.84770(W)     ADJUSTED  
 KK0076* NAVD 88     -      1848.123  (meters)    6063.38   (feet)  ADJUSTED  
 KK0076  ___________________________________________________________________
 KK0076  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 KK0076  GEOID HEIGHT-         -17.90  (meters)                     GEOID03
 KK0076  DYNAMIC HT  -        1846.325 (meters)    6057.48  (feet)  COMP
 KK0076  MODELED GRAV-     979,587.4   (mgal)                       NAVD 88
 KK0076
 KK0076  HORZ ORDER  -  FIRST
 KK0076  VERT ORDER  -  SECOND    CLASS 0
 KK0076
 KK0076.The horizontal coordinates were established by classical geodetic methods
 KK0076.and adjusted by the National Geodetic Survey in January 1993..
 KK0076
 KK0076.The orthometric height was determined by differential leveling
 KK0076.and adjusted by the National Geodetic Survey in June 1991..
 KK0076
 KK0076.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK0076
 KK0076.The geoid height was determined by GEOID03.
 KK0076
 KK0076.The dynamic height is computed by dividing the NAVD 88
 KK0076.geopotential number by the normal gravity value computed on the
 KK0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0076.degrees latitude (g = 980.6199 gals.).
 KK0076
 KK0076.The modeled gravity was interpolated from observed gravity values.
 KK0076
 KK0076;                    North         East     Units Scale Factor Converg.
 KK0076;SPC CO C     -   499,008.713 1,000,938.257   MT  0.99997057   +0 38 07.0
 KK0076;SPC CO C     - 1,637,164.42  3,283,911.60   sFT  0.99997057   +0 38 07.0
 KK0076;SPC CO N     -   332,511.016 1,000,942.894   MT  1.00002518   +0 39 03.0
 KK0076;SPC CO N     - 1,090,913.22  3,283,926.81   sFT  1.00002518   +0 39 03.0
 KK0076;UTM  13      - 4,381,097.432   543,565.121   MT  0.99962337   +0 19 23.5
 KK0076
 KK0076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK0076!SPC CO C     -   0.99971295  x   0.99997057  =   0.99968352
 KK0076!SPC CO N     -   0.99971295  x   1.00002518  =   0.99973812
 KK0076!UTM  13      -   0.99971295  x   0.99962337  =   0.99933642
 KK0076
 KK0076:                Primary Azimuth Mark                     Grid Az
 KK0076:SPC CO C     -  BENNETT MUNICIPAL TANK                   014 33 27.8
 KK0076:SPC CO N     -  BENNETT MUNICIPAL TANK                   014 32 31.8
 KK0076:UTM  13      -  BENNETT MUNICIPAL TANK                   014 52 11.3
 KK0076
 KK0076|---------------------------------------------------------------------|
 KK0076| PID    Reference Object                     Distance      Geod. Az  |
 KK0076|                                                           dddmmss.s |
 KK0076| KK1594 BENNETT MUNICIPAL TANK              APPROX.20.6 KM 0151134.8 |
 KK0076| KK1593 BENNETT MILLER GRAIN ELEVATOR       APPROX.20.5 KM 0153450.8 |
 KK0076| KK1586 BOMB RM                              12.911 METERS 04435     |
 KK0076| KK0079 RANGE                               APPROX. 2.7 KM 0730449.2 |
 KK0076| KK0075 BOMB RM 1                             6.255 METERS 27514     |
 KK0076|---------------------------------------------------------------------|
 KK0076
 KK0076                          SUPERSEDED SURVEY CONTROL
 KK0076
 KK0076  NAD 83(1986)-  39 34 42.52950(N)    104 29 33.84615(W) AD(       ) 1
 KK0076  NAD 27      -  39 34 42.58921(N)    104 29 31.97096(W) AD(       ) 1
 KK0076  NGVD 29 (??/??/92) 1847.178  (m)         6060.28   (f) ADJ UNCH    2 0
 KK0076
 KK0076.Superseded values are not recommended for survey control.
 KK0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0076.See file dsdata.txt to determine how the superseded data were derived.
 KK0076
 KK0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED4356581097(NAD 83)
 KK0076_MARKER: DS = TRIANGULATION STATION DISK
 KK0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0076_STAMPING: BOMB 1960
 KK0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0076+STABILITY: SURFACE MOTION
 KK0076
 KK0076  HISTORY     - Date     Condition        Report By
 KK0076  HISTORY     - 1960     MONUMENTED       CGS
 KK0076  HISTORY     - 1960     GOOD             NGS
 KK0076  HISTORY     - 1977     GOOD             NGS
 KK0076
 KK0076                          STATION DESCRIPTION
 KK0076
 KK0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KK0076'THE STATION IS LOCATED ABOUT 13 MILES SOUTH-SOUTHWEST OF BENNETT
 KK0076'AND 1 MILE NORTH OF THE ARAPAHOE-ELBERT COUNTY LINE, IN THE
 KK0076'LOWRY AFB BOMBING RANGE.
 KK0076'
 KK0076'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 36, 40
 KK0076'AND 287 AND BUCKLEY ROAD 4 MILES EAST OF AURORA, GO SOUTH ON
 KK0076'BUCKLEY ROAD FOR 1.1 MILES TO AN INTERSECTION, TURN LEFT AND GO
 KK0076'EAST FOR 1.0 MILE TO THE ENTRANCE TO BUCKLEY NAVAL AIR STATION,
 KK0076'CONTINUE AHEAD ON THE PAVEMENT FOR 7.4 MILES TO A FORK, TURN LEFT
 KK0076'AND GO EAST FOR 0.6 MILE TO A GUARD STATION WHERE A PASS IS
 KK0076'REQUIRED.  CONTINUE EAST FOR 11.0 MILES TO A ROAD RIGHT AND
 KK0076'SIGN COMPLEX 2-A, TURN RIGHT AND GO SOUTHERLY ON THE PAVED ROAD
 KK0076'FOR 4.3 MILES TO THE THIRD CATTLE GUARD, CONTINUE AHEAD FOR
 KK0076'0.55 MILE TO THE STATION ON THE LEFT.
 KK0076'
 KK0076'THE STATION MARK IS A STANDARD DISK STAMPED BOMB 1960, SET IN
 KK0076'A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS 10
 KK0076'FEET EAST OF THE RIGHT-OF-WAY FENCE AND 3.2 FEET SOUTHEAST OF
 KK0076'A WITNESS POST.
 KK0076'
 KK0076'RM 1 IS A STANDARD DISK STAMPED BOMB NO 1 1960, SET IN A SQUARE
 KK0076'CONCRETE MONUMENT THAT PROJECTS 5 INCHES.  IT IS 19.8 FEET SOUTHWEST
 KK0076'OF THE WITNESS POST AND 1 FOOT EAST OF THE FENCE.
 KK0076'
 KK0076'RM 2 IS A CORPS OF ENGINEERS U.S. ARMY SURVEY DISK WITH NO
 KK0076'STAMPING.  IT IS 7 FEET NORTHWEST OF THE FENCE AND 2 FEET SOUTH
 KK0076'OF A 4X4-INCH WITNESS POST THAT IS PAINTED WHITE WITH A RED TOP.
 KK0076'
 KK0076'TRIANGULATION STATION RANGE MAY BE USED AS AN AZIMUTH MARK.  SEE
 KK0076'DESCRIPTION THEREOF.
 KK0076
 KK0076                          STATION RECOVERY (1960)
 KK0076
 KK0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KK0076'18.5 MI ESE FROM BUCKLEY ANG BASE.
 KK0076'7.2 MILES EAST AND SOUTH ALONG COLORADO STATE HIGHWAY 30, FROM THE
 KK0076'MAIN GATE AT BUCKLEY A.N.G. BASE, THENCE LEFT FORK, EAST, ALONG AN
 KK0076'OILED ROAD FOR 11.3 MILES, THENCE SOUTH AND EAST FOR 4.9 MILES.
 KK0076'THE MARK IS A STANDARD TRIANGULATION STATION DISK SET IN TOP OF A
 KK0076'10 INCH CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 284 FEET
 KK0076'NORTH OF THE CENTER OF AN OILED ROAD, 10.5 FEET SOUTH OF A FENCE,
 KK0076'AND 3.5 FEET SOUTH OF A METAL WITNESS POST.
 KK0076
 KK0076                          STATION RECOVERY (1977)
 KK0076
 KK0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KK0076'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  LOCATION
 KK0076'OF STATION IS NO LONGER USED AS A BOMBING RANGE.  LAND IS LEASED
 KK0076'TO CATTLE GRAZING COMPANY.
 KK0076'
 KK0076'STATION IS REACHED FROM THE JUNCTION OF 6TH AVENUE, BUCKLEY
 KK0076'ROAD AND STATE HIGHWAY 30.  GO EAST AND SOUTH ON HIGHWAY 30 FOR
 KK0076'8.4 MILES TO A FORK.  KEEP LEFT AND CONTINUE ON HIGHWAY 30
 KK0076'(SURFACED), EAST FOR 11.6 MILES TO A MICROWAVE AND STATION LOWRY
 KK0076'ON LEFT, A CATTLE GUARD WITH CABLE ACROSS ON RIGHT.  TURN RIGHT,
 KK0076'DROP CABLE, CROSS GUARD AND GO SOUTH AND EASTERLY ON A SURFACED
 KK0076'ROAD FOR 4.45 MILES TO A CATTLE GUARD.  CONTINUE STRAIGHT AHEAD
 KK0076'ON SURFACED ROAD FOR 0.55 MILE TO A WINDMILL ON RIGHT.  TURN
 KK0076'LEFT AND GO ACROSS COUNTRY FOR ABOUT 200 FEET TO THE STATION,
 KK0076'ABOUT 10 FEET SOUTH OF AN EAST-WEST FENCELINE.
 KK0076'
 KK0076'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KK0076'13 MILES SSW OF BENNET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0075 ***********************************************************************
 KK0075  DESIGNATION -  BOMB RM 1
 KK0075  PID         -  KK0075
 KK0075  STATE/COUNTY-  CO/ARAPAHOE
 KK0075  USGS QUAD   -  STRASBURG SW (1994)
 KK0075
 KK0075                         *CURRENT SURVEY CONTROL
 KK0075  ___________________________________________________________________
 KK0075* NAD 83(1986)-  39 34 42.     (N)    104 29 33.     (W)     SCALED    
 KK0075* NAVD 88     -      1848.255  (meters)    6063.82   (feet)  ADJUSTED  
 KK0075  ___________________________________________________________________
 KK0075  GEOID HEIGHT-         -17.90  (meters)                     GEOID03
 KK0075  DYNAMIC HT  -        1846.457 (meters)    6057.92  (feet)  COMP
 KK0075  MODELED GRAV-     979,587.5   (mgal)                       NAVD 88
 KK0075
 KK0075  VERT ORDER  -  SECOND    CLASS 0
 KK0075
 KK0075.The horizontal coordinates were scaled from a topographic map and have
 KK0075.an estimated accuracy of +/- 6 seconds.
 KK0075
 KK0075.The orthometric height was determined by differential leveling
 KK0075.and adjusted by the National Geodetic Survey in June 1991..
 KK0075
 KK0075.The geoid height was determined by GEOID03.
 KK0075
 KK0075.The dynamic height is computed by dividing the NAVD 88
 KK0075.geopotential number by the normal gravity value computed on the
 KK0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0075.degrees latitude (g = 980.6199 gals.).
 KK0075
 KK0075.The modeled gravity was interpolated from observed gravity values.
 KK0075
 KK0075;                    North         East    Units  Estimated Accuracy
 KK0075;SPC CO C     -   498,990.    1,000,960.      MT  (+/- 180 meters Scaled)
 KK0075
 KK0075                          SUPERSEDED SURVEY CONTROL
 KK0075
 KK0075  NGVD 29 (??/??/92) 1847.310  (m)         6060.72   (f) ADJ UNCH    2 0
 KK0075
 KK0075.Superseded values are not recommended for survey control.
 KK0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0075.See file dsdata.txt to determine how the superseded data were derived.
 KK0075
 KK0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED435810(NAD 83)
 KK0075_MARKER: DR = REFERENCE MARK DISK
 KK0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0075_STAMPING: BOMB RM 1 1960
 KK0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0075+STABILITY: SURFACE MOTION
 KK0075
 KK0075  HISTORY     - Date     Condition        Report By
 KK0075  HISTORY     - 1960     MONUMENTED       CGS
 KK0075  HISTORY     - 1960     GOOD             NGS
 KK0075
 KK0075                          STATION DESCRIPTION
 KK0075
 KK0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KK0075'18.5 MI ESE FROM BUCKLEY ANG BASE.
 KK0075'7.2 MILES EAST AND SOUTH ALONG COLORADO STATE HIGHWAY 30, FROM THE
 KK0075'MAIN GATE AT BUCKLEY A.N.G. BASE, THENCE LEFT FORK, EAST, ALONG AN
 KK0075'OILED ROAD FOR 11.3 MILES, THENCE SOUTH AND EAST FOR 4.9 MILES.
 KK0075'THE MARK IS A STANDARD C AND GS REFERENCE DISK SET IN TOP OF A
 KK0075'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.  IT IS 19.5 FEET WEST OF
 KK0075'A METAL WITNESS POST, AND 1 FOOT SOUTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1204 ***********************************************************************
 JK1204  DESIGNATION -  BONB 1
 JK1204  PID         -  JK1204
 JK1204  STATE/COUNTY-  CO/EL PASO
 JK1204  USGS QUAD   -  PIKEVIEW (1994)
 JK1204
 JK1204                         *CURRENT SURVEY CONTROL
 JK1204  ___________________________________________________________________
 JK1204* NAD 83(1992)-  38 59 42.52909(N)    104 52 22.50336(W)     ADJUSTED  
 JK1204* NAVD 88     -      2137.2    (meters)    7012.     (feet)  VERTCON   
 JK1204  ___________________________________________________________________
 JK1204  LAPLACE CORR-         -18.46  (seconds)                    DEFLEC99
 JK1204  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 JK1204
 JK1204  HORZ ORDER  -  THIRD
 JK1204
 JK1204.The horizontal coordinates were established by classical geodetic methods
 JK1204.and adjusted by the National Geodetic Survey in January 1993..
 JK1204
 JK1204.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1204
 JK1204.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1204
 JK1204.The geoid height was determined by GEOID03.
 JK1204
 JK1204;                    North         East     Units Scale Factor Converg.
 JK1204;SPC CO C     -   433,957.558   968,723.612   MT  0.99993761   +0 23 43.8
 JK1204;SPC CO C     - 1,423,742.42  3,178,220.72   sFT  0.99993761   +0 23 43.8
 JK1204;UTM  13      - 4,316,245.717   511,005.041   MT  0.99960149   +0 04 47.9
 JK1204
 JK1204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1204!SPC CO C     -   0.99966734  x   0.99993761  =   0.99960497
 JK1204!UTM  13      -   0.99966734  x   0.99960149  =   0.99926896
 JK1204
 JK1204:                Primary Azimuth Mark                     Grid Az
 JK1204:SPC CO C     -  NORTH                                    277 04 35.2
 JK1204:UTM  13      -  NORTH                                    277 23 31.1
 JK1204
 JK1204|---------------------------------------------------------------------|
 JK1204| PID    Reference Object                     Distance      Geod. Az  |
 JK1204|                                                           dddmmss.s |
 JK1204| JK1234 NORTH                               APPROX. 3.7 KM 2772819.0 |
 JK1204|---------------------------------------------------------------------|
 JK1204
 JK1204                          SUPERSEDED SURVEY CONTROL
 JK1204
 JK1204  NAD 83(1986)-  38 59 42.52077(N)    104 52 22.50005(W) AD(       ) 3
 JK1204  NAD 27      -  38 59 42.55201(N)    104 52 20.56547(W) AD(       ) 3
 JK1204  NGVD 29 (07/19/86) 2136.0    (m)         7008.     (f) VERT ANG       
 JK1204
 JK1204.Superseded values are not recommended for survey control.
 JK1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1204.See file dsdata.txt to determine how the superseded data were derived.
 JK1204
 JK1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED1100516246(NAD 83)
 JK1204_MARKER: DD = SURVEY DISK
 JK1204_SETTING: 80 = SET IN A BOULDER
 JK1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK1204+STABILITY: SURFACE MOTION
 JK1204
 JK1204  HISTORY     - Date     Condition        Report By
 JK1204  HISTORY     - 1947     MONUMENTED       USGS
 JK1204
 JK1204                          STATION DESCRIPTION
 JK1204
 JK1204'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JK1204'STATION IS LOCATED IN SEC. 22, T 12 S, R 67 W, ON WHAT IS KNOWN AS THE
 JK1204'HARRISON RANCH.
 JK1204'
 JK1204'TO REACH BY AUTO, TRAVEL SW. 1.4 MI. FROM W. RAILROAD STATION AT
 JK1204'HUSTED TO INTERSECTION OF RANCH RD., THENCE RIGHT (W.) 1.0 MI. TO
 JK1204'FARMHOUSE, THENCE CONTINUE W. 0.3 MI. TO INTERSECTION OF OLD TRAIL,
 JK1204'THENCE RIGHT (W.) 0.4 MI. TO CORRAL.  STATION IS APPROXIMATELY 1,200
 JK1204'FT. N. ON E. END OF LOW RIDGE AND APPROXIMATELY 1,000 FT. W. OF OLD
 JK1204'LOG SHED.
 JK1204'
 JK1204'STATION MARK--STANDARD TABLET SET IN BOULDER, STAMPED ---BONB-1
 JK1204'1947---.
 JK1204'
 JK1204'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0773 ***********************************************************************
 JJ0773  DESIGNATION -  BONES
 JJ0773  PID         -  JJ0773
 JJ0773  STATE/COUNTY-  CO/KIOWA
 JJ0773  USGS QUAD   -  TOWNER SE (1968)
 JJ0773
 JJ0773                         *CURRENT SURVEY CONTROL
 JJ0773  ___________________________________________________________________
 JJ0773* NAD 83(1992)-  38 20 03.03860(N)    102 07 01.94580(W)     ADJUSTED  
 JJ0773* NAVD 88     -      1195.2    (meters)    3921.     (feet)  VERTCON   
 JJ0773  ___________________________________________________________________
 JJ0773  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 JJ0773  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 JJ0773
 JJ0773  HORZ ORDER  -  FIRST
 JJ0773
 JJ0773.The horizontal coordinates were established by classical geodetic methods
 JJ0773.and adjusted by the National Geodetic Survey in January 1993..
 JJ0773
 JJ0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0773
 JJ0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0773
 JJ0773.The geoid height was determined by GEOID03.
 JJ0773
 JJ0773;                    North         East     Units Scale Factor Converg.
 JJ0773;SPC CO S     -   495,227.033 1,210,097.951   MT  0.99998341   +2 04 29.8
 JJ0773;SPC CO S     - 1,624,757.36  3,970,129.69   sFT  0.99998341   +2 04 29.8
 JJ0773;SPC KS S     -   591,205.516    83,830.177   MT  0.99996228   -2 13 22.4
 JJ0773;UTM  13      - 4,246,827.317   751,973.410   MT  1.00038198   +1 47 20.3
 JJ0773
 JJ0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0773!SPC CO S     -   0.99981618  x   0.99998341  =   0.99979960
 JJ0773!SPC KS S     -   0.99981618  x   0.99996228  =   0.99977847
 JJ0773!UTM  13      -   0.99981618  x   1.00038198  =   1.00019809
 JJ0773
 JJ0773|---------------------------------------------------------------------|
 JJ0773| PID    Reference Object                     Distance      Geod. Az  |
 JJ0773|                                                           dddmmss.s |
 JJ0773| CM8468 BONES RM 1                           56.022 METERS 00028     |
 JJ0773| JJ0770 TOWNER H B S GRAIN ELEV             APPROX.15.6 KM 0115234.1 |
 JJ0773| JJ0771 TOWNER GANO GRAIN CO ELEV           APPROX.15.7 KM 0123928.2 |
 JJ0773| CM8467 BONES AZ MK                                        0195233.3 |
 JJ0773| CM8469 BONES RM 2                           46.378 METERS 27048     |
 JJ0773|---------------------------------------------------------------------|
 JJ0773
 JJ0773                          SUPERSEDED SURVEY CONTROL
 JJ0773
 JJ0773  NAD 83(1986)-  38 20 03.03831(N)    102 07 01.94292(W) AD(       ) 1
 JJ0773  NAD 27      -  38 20 02.97358(N)    102 07 00.27798(W) AD(       ) 1
 JJ0773  NGVD 29 (07/19/86) 1194.7    (m)         3920.     (f) VERT ANG       
 JJ0773
 JJ0773.Superseded values are not recommended for survey control.
 JJ0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0773.See file dsdata.txt to determine how the superseded data were derived.
 JJ0773
 JJ0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC5197346827(NAD 83)
 JJ0773_MARKER: DS = TRIANGULATION STATION DISK
 JJ0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0773
 JJ0773  HISTORY     - Date     Condition        Report By
 JJ0773  HISTORY     - 1934     MONUMENTED       CGS
 JJ0773  HISTORY     - 1954     GOOD             CGS
 JJ0773
 JJ0773                          STATION DESCRIPTION
 JJ0773
 JJ0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 JJ0773'STATION IS ABOUT 10 MILES S OF TOWNER, ON THE HIGHEST POINT IN
 JJ0773'THE VICINITY.  IT IS ON A RIDGE ON PASTURE LAND.  THE STATION
 JJ0773'MARK IS 19 FEET N OF AN E AND W FENCE AND IS 0.1 MILE W OF THE
 JJ0773'INTERSECTION OF THIS FENCE AND A N AND S FENCE.  IT IS ALSO 0.5
 JJ0773'MILE S OF A SECTION LINE ROAD.
 JJ0773'
 JJ0773'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JJ0773'BRONZE DISKS SET IN CONCRETE.
 JJ0773'
 JJ0773'REFERENCE MARK NO. 1 IS N OF THE STATION.
 JJ0773'
 JJ0773'REFERENCE MARK NO. 2 IS W OF THE STATION AND IS 19 FEET N OF THE
 JJ0773'FENCE.
 JJ0773'
 JJ0773'AZIMUTH MARK IS NNE OF THE STATION.  IT IS 4 FEET W OF THE FENCE
 JJ0773'AND IS 44 FEET S OF THE CORNER POST, S OF THE ROAD.
 JJ0773'
 JJ0773'THE STATION IS REACHED FROM TOWNER BY GOING W ON STATE HIGHWAY
 JJ0773'96, 0.2 MILE.  TURN OFF THE HIGHWAY AND GO S ON A GRADED ROAD
 JJ0773'9.0 MILES.  TURN W ON AN UNGRADED SECTION LINE ROAD 1.5 MILES.
 JJ0773'TURN OFF THE ROAD AND GO S ALONG THE W SIDE OF THE FENCE 0.5
 JJ0773'MILE TO A FENCE CORNER.  TURN W ALONG THE N SIDE OF THE FENCE
 JJ0773'AND GO 0.1 MILE TO THE TOP OF THE GRADE AND THE STATION ON THE N
 JJ0773'SIDE OF THE FENCE.
 JJ0773'
 JJ0773'A 30-FOOT TOWER WAS ERECTED.
 JJ0773
 JJ0773                          STATION RECOVERY (1954)
 JJ0773
 JJ0773'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0773'THE STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 JJ0773'CONDITION, HOWEVER THE STATION MARK IS NOW COVERED BY A LARGE
 JJ0773'MOUND OF DRIFTED SAND.  A COMPLETE DESCRIPTION FOLLOWS.
 JJ0773'
 JJ0773'THE STATION IS LOCATED ON HIGH GROUND IN A CULTIVATED FIELD.
 JJ0773'IT IS ABOUT 20 MILES AIRLINE NORTH OF HOLLY, 9 MILES AIRLINE
 JJ0773'SOUTH-SOUTHWEST OF TOWNER, AND 1.5 MILES AIRLINE WEST OF STATE
 JJ0773'HIGHWAY 89.
 JJ0773'
 JJ0773'TO REACH FROM THE U.S. POST OFFICE IN HOLLY, GO NORTH ON SOUTH
 JJ0773'MAIN STREET 0.1 MILE TO U.S. HIGHWAY 50.  TURN RIGHT ON U.S.
 JJ0773'HIGHWAY 50 AND GO EAST 0.2 MILE TO ITS JUNCTION WITH STATE
 JJ0773'HIGHWAY 89.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 89 21.5
 JJ0773'MILES TO A TRACK ROAD ON THE LEFT.  GO LEFT, WEST, ON THE
 JJ0773'TRACK ROAD 1.0 MILE TO A WIRE GATE.  PASS THROUGH THE GATE
 JJ0773'AND FOLLOW TRACK ROAD WEST, ALONG SOUTH SIDE OF FENCE
 JJ0773'LINE, 0.5 MILE TO A WIRE GATE AND THE AZIMUTH MARK SOUTH OF
 JJ0773'THE GATE.  PASS THROUGH THE GATE, TURN LEFT AND GO SOUTH ALONG
 JJ0773'EAST EDGE OF CULTIVATED FIELD 0.5 MILE.  TURN RIGHT AND
 JJ0773'GO WEST 0.1 MILE TO HIGHEST POINT OF FIELD AND THE STATION.
 JJ0773'
 JJ0773'THE STATION MARK IS A STANDARD DISK STAMPED BONES 1934, SET IN
 JJ0773'THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT THAT IS 1 FOOT
 JJ0773'BELOW THE SURFACE OF A 12-FOOT-DIAMETER MOUND OF SAND.  IT IS
 JJ0773'3 FEET NORTHEAST OF A WITNESS POST AND 156 FEET EAST OF A
 JJ0773'LONE FENCE POST.
 JJ0773'
 JJ0773'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BONES NO
 JJ0773'1 1934, SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT
 JJ0773'THAT PROJECTS 6 INCHES.  IT IS 336 FEET NORTHEAST OF A FENCE
 JJ0773'CORNER AND ABOUT 1 FOOT LOWER THAN THE STATION.
 JJ0773'
 JJ0773'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BONES NO 2
 JJ0773'1934, SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT
 JJ0773'THAT PROJECTS 3 INCHES.  IT IS 106 FEET EAST-NORTHEAST OF A
 JJ0773'FENCE CORNER, 21 FEET NORTH-NORTHEAST OF THE LONE FENCE POST,
 JJ0773'AND ABOUT 18 INCHES LOWER THAN THE STATION.
 JJ0773'
 JJ0773'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED BONES
 JJ0773'AZIMUTH 1934, SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE
 JJ0773'MONUMENT THAT PROJECTS 3 INCHES.  IT IS 31 FEET SOUTH OF A
 JJ0773'GATE POST AND 3 FEET WEST OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0968 ***********************************************************************
 JJ0968  DESIGNATION -  BONEY
 JJ0968  PID         -  JJ0968
 JJ0968  STATE/COUNTY-  CO/CROWLEY
 JJ0968  USGS QUAD   -  ANTELOPE MESA (1977)
 JJ0968
 JJ0968                         *CURRENT SURVEY CONTROL
 JJ0968  ___________________________________________________________________
 JJ0968* NAD 83(1992)-  38 20 07.07023(N)    103 59 10.56587(W)     ADJUSTED  
 JJ0968* NAVD 88     -      1480.2    (meters)    4856.     (feet)  VERTCON   
 JJ0968  ___________________________________________________________________
 JJ0968  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 JJ0968  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 JJ0968
 JJ0968  HORZ ORDER  -  THIRD
 JJ0968
 JJ0968.The horizontal coordinates were established by classical geodetic methods
 JJ0968.and adjusted by the National Geodetic Survey in January 1993..
 JJ0968
 JJ0968.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0968
 JJ0968.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0968
 JJ0968.The geoid height was determined by GEOID03.
 JJ0968
 JJ0968;                    North         East     Units Scale Factor Converg.
 JJ0968;SPC CO S     -   491,068.847 1,046,741.011   MT  0.99998358   +0 55 42.6
 JJ0968;SPC CO S     - 1,611,115.04  3,434,182.80   sFT  0.99998358   +0 55 42.6
 JJ0968;UTM  13      - 4,243,504.189   588,597.249   MT  0.99969667   +0 37 43.8
 JJ0968
 JJ0968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0968!SPC CO S     -   0.99977105  x   0.99998358  =   0.99975464
 JJ0968!UTM  13      -   0.99977105  x   0.99969667  =   0.99946779
 JJ0968
 JJ0968:                Primary Azimuth Mark                     Grid Az
 JJ0968:SPC CO S     -  SAND HILL 2                              216 07 31.1
 JJ0968:UTM  13      -  SAND HILL 2                              216 25 29.9
 JJ0968
 JJ0968|---------------------------------------------------------------------|
 JJ0968| PID    Reference Object                     Distance      Geod. Az  |
 JJ0968|                                                           dddmmss.s |
 JJ0968| JK1008 SAND HILL 2                         APPROX. 7.5 KM 2170313.7 |
 JJ0968|---------------------------------------------------------------------|
 JJ0968
 JJ0968                          SUPERSEDED SURVEY CONTROL
 JJ0968
 JJ0968  NAD 83(1986)-  38 20 07.05627(N)    103 59 10.55395(W) AD(       ) 3
 JJ0968  NAD 27      -  38 20 07.06383(N)    103 59 08.69675(W) AD(       ) 3
 JJ0968  NGVD 29 (07/19/86) 1479.4    (m)         4854.     (f) VERT ANG       
 JJ0968
 JJ0968.Superseded values are not recommended for survey control.
 JJ0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0968.See file dsdata.txt to determine how the superseded data were derived.
 JJ0968
 JJ0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC8859743504(NAD 83)
 JJ0968_MARKER: DD = SURVEY DISK
 JJ0968_SETTING: 0 = UNSPECIFIED SETTING
 JJ0968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0968
 JJ0968  HISTORY     - Date     Condition        Report By
 JJ0968  HISTORY     - 1955     MONUMENTED       USGS
 JJ0968
 JJ0968                          STATION DESCRIPTION
 JJ0968
 JJ0968'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 JJ0968'STATION IS LOCATED ABOUT 15 MI. E. AND 6 MI. N. OF BOONE, COLORADO,
 JJ0968'IN SEC. 3, T 20 S, R 59 W, ON A SLIGHT RISE 1/2 MI. E. OF THE BONEY
 JJ0968'RANCH.
 JJ0968'
 JJ0968'TO REACH STATION FROM POST OFFICE IN BOONE, COLORADO, GO E. ON STATE
 JJ0968'HIGHWAY 96 FOR 0.9 MI. TO A PAVED RD. LEFT, THENCE LEFT ALONG PAVED
 JJ0968'RD. FOR 4.0 MI. TO A Y-RD. FORK AND END OF PAVEMENT, THENCE RIGHT
 JJ0968'(STRAIGHT AHEAD) ALONG MAIN TRAVELED RD. FOR 4.0 MI. TO CROSSROADS,
 JJ0968'THENCE E. (STRAIGHT AHEAD) FOR 3.0 MI. TO JUNCTION WITH A N-S. RD.,
 JJ0968'THENCE LEFT (N.) ALONG MAIN TRAVELED RD. FOR 4.2 MI. TO CROSSROADS,
 JJ0968'THENCE RIGHT (E.) ALONG MAIN TRAVELED RD. 3.5 MI. TO TOP OF RIDGE
 JJ0968'AND STATION.  STATION LIES 150 FT. N. OF RD.
 JJ0968'
 JJ0968'STATION MARK--STANDARD TABLET, STAMPED ---BONEY 1955---, AND SET IN
 JJ0968'CONCRETE POST, PROJECTING 6 IN. ABOVE GROUND.
 JJ0968'
 JJ0968'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0758 ***********************************************************************
 JL0758  DESIGNATION -  BONFILS
 JL0758  PID         -  JL0758
 JL0758  STATE/COUNTY-  CO/GUNNISON
 JL0758  USGS QUAD   -  BIG SOAP PARK (1965)
 JL0758
 JL0758                         *CURRENT SURVEY CONTROL
 JL0758  ___________________________________________________________________
 JL0758* NAD 83(1992)-  38 38 45.40338(N)    107 16 09.85107(W)     ADJUSTED  
 JL0758* NAVD 88     -      3547.0    (meters)   11637.     (feet)  VERTCON   
 JL0758  ___________________________________________________________________
 JL0758  LAPLACE CORR-           6.67  (seconds)                    DEFLEC99
 JL0758  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 JL0758
 JL0758  HORZ ORDER  -  THIRD
 JL0758
 JL0758.The horizontal coordinates were established by classical geodetic methods
 JL0758.and adjusted by the National Geodetic Survey in January 1993..
 JL0758
 JL0758.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0758
 JL0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0758
 JL0758.The geoid height was determined by GEOID03.
 JL0758
 JL0758;                    North         East     Units Scale Factor Converg.
 JL0758;SPC CO C     -   396,506.445   760,378.641   MT  0.99996725   -1 06 57.4
 JL0758;SPC CO C     - 1,300,871.56  2,494,675.59   sFT  0.99996725   -1 06 57.4
 JL0758;UTM  13      - 4,279,931.313   302,501.345   MT  1.00008036   -1 25 03.8
 JL0758
 JL0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0758!SPC CO C     -   0.99944603  x   0.99996725  =   0.99941329
 JL0758!UTM  13      -   0.99944603  x   1.00008036  =   0.99952634
 JL0758
 JL0758:                Primary Azimuth Mark                     Grid Az
 JL0758:SPC CO C     -  BURN                                     154 58 58.9
 JL0758:UTM  13      -  BURN                                     155 17 05.3
 JL0758
 JL0758|---------------------------------------------------------------------|
 JL0758| PID    Reference Object                     Distance      Geod. Az  |
 JL0758|                                                           dddmmss.s |
 JL0758| JL0753 BURN                                APPROX. 6.1 KM 1535201.5 |
 JL0758|---------------------------------------------------------------------|
 JL0758
 JL0758                          SUPERSEDED SURVEY CONTROL
 JL0758
 JL0758  NAD 83(1986)-  38 38 45.40141(N)    107 16 09.86166(W) AD(       ) 3
 JL0758  NAD 27      -  38 38 45.42673(N)    107 16 07.64918(W) AD(       ) 3
 JL0758  NGVD 29 (07/19/86) 3545.2    (m)        11631.     (f) VERT ANG       
 JL0758
 JL0758.Superseded values are not recommended for survey control.
 JL0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0758.See file dsdata.txt to determine how the superseded data were derived.
 JL0758
 JL0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC0250179931(NAD 83)
 JL0758
 JL0758  HISTORY     - Date     Condition        Report By
 JL0758  HISTORY     - 1949     MONUMENTED       USGS
 JL0758  HISTORY     - 1950     GOOD             USGS
 JL0758
 JL0758                          STATION DESCRIPTION
 JL0758
 JL0758'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JL0758'RECOVERED AND REDESCRIBED AS FOLLOWS
 JL0758'
 JL0758'TO REACH STATION FROM THE INTERSECTION OF MAIN AND TOMICHI STREETS
 JL0758'IN GUNNISON, COLORADO, DRIVE W. ON U.S. HIGHWAY 50 TOWARD MONTROSE
 JL0758'FOR 24.4 MI., HERE AT SAPINERO, COLORADO, TURN N. (RIGHT) ON FOREST
 JL0758'SERVICE ROAD, WHICH RUNS N. UP SOAP CREEK.  CONTINUE ON RD. FOR 16.8
 JL0758'MI.  LEAVE JEEP AT CROWS RANCH, WHICH IS LOCATED IN BIG SOAP PARK,
 JL0758'AND HIKE ABOUT 3 MI. DUE E. OF RANCH TO HIGHEST ROCK OUTCROPPING ON
 JL0758'RIDGE AND STATION SITE ON BONFILS PEAK.
 JL0758'
 JL0758'STATION MARK--STANDARD BRONZE TABLET, SET IN SOLID ROCK, STAMPED
 JL0758'---BONFILS-R 1939---.  A CAIRN 3 FT. AT BASE AND 4.5 FT. HIGH IS
 JL0758'CENTERED OVER STATION MARK.
 JL0758'
 JL0758'REFERENCE MARK NO. 1--STANDARD BRONZE TABLET, CEMENTED IN SOLID ROCK,
 JL0758'STAMPED ---NO. 1---, 11.80 FT. FROM STATION, N 58 DEG 49 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1652 ***********************************************************************
 KK1652  DESIGNATION -  BONH 1
 KK1652  PID         -  KK1652
 KK1652  STATE/COUNTY-  CO/EL PASO
 KK1652  USGS QUAD   -  MONUMENT (1986)
 KK1652
 KK1652                         *CURRENT SURVEY CONTROL
 KK1652  ___________________________________________________________________
 KK1652* NAD 83(1992)-  39 00 03.27051(N)    104 49 10.29859(W)     ADJUSTED  
 KK1652* NAVD 88     -      2014.2    (meters)    6608.     (feet)  VERTCON   
 KK1652  ___________________________________________________________________
 KK1652  LAPLACE CORR-         -11.72  (seconds)                    DEFLEC99
 KK1652  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 KK1652
 KK1652  HORZ ORDER  -  THIRD
 KK1652
 KK1652.The horizontal coordinates were established by classical geodetic methods
 KK1652.and adjusted by the National Geodetic Survey in January 1993..
 KK1652
 KK1652.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1652
 KK1652.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1652
 KK1652.The geoid height was determined by GEOID03.
 KK1652
 KK1652;                    North         East     Units Scale Factor Converg.
 KK1652;SPC CO C     -   434,630.400   973,343.731   MT  0.99993743   +0 25 45.0
 KK1652;SPC CO C     - 1,425,949.90  3,193,378.56   sFT  0.99993743   +0 25 45.0
 KK1652;UTM  13      - 4,316,892.887   515,627.246   MT  0.99960301   +0 06 48.9
 KK1652
 KK1652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1652!SPC CO C     -   0.99968669  x   0.99993743  =   0.99962414
 KK1652!UTM  13      -   0.99968669  x   0.99960301  =   0.99928982
 KK1652
 KK1652:                Primary Azimuth Mark                     Grid Az
 KK1652:SPC CO C     -  NORTH                                    268 31 58.5
 KK1652:UTM  13      -  NORTH                                    268 50 54.6
 KK1652
 KK1652|---------------------------------------------------------------------|
 KK1652| PID    Reference Object                     Distance      Geod. Az  |
 KK1652|                                                           dddmmss.s |
 KK1652| JK1234 NORTH                               APPROX. 8.3 KM 2685743.5 |
 KK1652|---------------------------------------------------------------------|
 KK1652
 KK1652                          SUPERSEDED SURVEY CONTROL
 KK1652
 KK1652  NAD 83(1986)-  39 00 03.26236(N)    104 49 10.29540(W) AD(       ) 3
 KK1652  NAD 27      -  39 00 03.29682(N)    104 49 08.37417(W) AD(       ) 3
 KK1652  NGVD 29 (07/19/86) 2013.0    (m)         6604.     (f) VERT ANG       
 KK1652
 KK1652.Superseded values are not recommended for survey control.
 KK1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1652.See file dsdata.txt to determine how the superseded data were derived.
 KK1652
 KK1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED1562716893(NAD 83)
 KK1652_MARKER: DD = SURVEY DISK
 KK1652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1652_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1652+STABILITY: SURFACE MOTION
 KK1652
 KK1652  HISTORY     - Date     Condition        Report By
 KK1652  HISTORY     - 1947     MONUMENTED       USGS
 KK1652  HISTORY     - 19980326 MARK NOT FOUND   USPSQD
 KK1652
 KK1652                          STATION DESCRIPTION
 KK1652
 KK1652'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 KK1652'TO REACH BY AUTO, TRAVEL N. 11.6 MI. ON U.S. HIGHWAY 85 FROM COLORADO
 KK1652'SPRINGS POST OFFICE TO GATE ON LEFT OF HIGHWAY RIGHT-OF-WAY.  STATION
 KK1652'IS LOCATED 531 FT. SW.
 KK1652'
 KK1652'STATION MARK--STANDARD TABLET SET IN 8 X 8 X 48 IN. CONCRETE POST
 KK1652'PROJECTING 4 IN. ABOVE SURFACE OF GROUND AND STAMPED ---BONH-1947---.
 KK1652'
 KK1652'REFERENCE MARKS--NONE.
 KK1652
 KK1652                          STATION RECOVERY (1998)
 KK1652
 KK1652'RECOVERY NOTE BY US POWER SQUADRON 1998
 KK1652'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0397 ***********************************************************************
 KJ0397  DESIGNATION -  BONNY ET
 KJ0397  PID         -  KJ0397
 KJ0397  STATE/COUNTY-  CO/YUMA
 KJ0397  USGS QUAD   -  BONNY RESERVOIR NORTH (1968)
 KJ0397
 KJ0397                         *CURRENT SURVEY CONTROL
 KJ0397  ___________________________________________________________________
 KJ0397* NAD 83(1992)-  39 40 25.18489(N)    102 12 53.48496(W)     ADJUSTED  
 KJ0397* NAVD 88     -      1188.7    (meters)    3900.     (feet)  VERTCON   
 KJ0397  ___________________________________________________________________
 KJ0397  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 KJ0397  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 KJ0397
 KJ0397  HORZ ORDER  -  FIRST
 KJ0397
 KJ0397.The horizontal coordinates were established by classical geodetic methods
 KJ0397.and adjusted by the National Geodetic Survey in January 1993..
 KJ0397
 KJ0397.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0397
 KJ0397.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0397
 KJ0397.The geoid height was determined by GEOID03.
 KJ0397
 KJ0397;                    North         East     Units Scale Factor Converg.
 KJ0397;SPC CO N     -   347,807.821 1,196,201.293   MT  1.00000722   +2 07 21.5
 KJ0397;SPC CO N     - 1,141,099.49  3,924,537.08   sFT  1.00000722   +2 07 21.5
 KJ0397;SPC CO C     -   514,192.028 1,196,198.300   MT  0.99998579   +2 04 18.9
 KJ0397;SPC CO C     - 1,686,978.35  3,924,527.26   sFT  0.99998579   +2 04 18.9
 KJ0397;SPC KS N     -   157,210.006    38,505.930   MT  0.99998405   -2 40 00.5
 KJ0397;UTM  13      - 4,395,246.255   738,884.414   MT  1.00030263   +1 46 44.1
 KJ0397
 KJ0397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0397!SPC CO N     -   0.99981710  x   1.00000722  =   0.99982432
 KJ0397!SPC CO C     -   0.99981710  x   0.99998579  =   0.99980289
 KJ0397!SPC KS N     -   0.99981710  x   0.99998405  =   0.99980115
 KJ0397!UTM  13      -   0.99981710  x   1.00030263  =   1.00011968
 KJ0397
 KJ0397:                Primary Azimuth Mark                     Grid Az
 KJ0397:SPC CO N     -  ARMEL ET                                 066 12 57.8
 KJ0397:SPC CO C     -  ARMEL ET                                 066 16 00.4
 KJ0397:SPC KS N     -  ARMEL ET                                 071 00 19.8
 KJ0397:UTM  13      -  ARMEL ET                                 066 33 35.2
 KJ0397
 KJ0397|---------------------------------------------------------------------|
 KJ0397| PID    Reference Object                     Distance      Geod. Az  |
 KJ0397|                                                           dddmmss.s |
 KJ0397| KJ0393 ARMEL ET                            APPROX.10.2 KM 0682019.3 |
 KJ0397| CP7496 BONNY RM 1                           17.623 METERS 17618     |
 KJ0397| CP7495 BONNY AZ MK                                        2704239.7 |
 KJ0397| CP7497 BONNY RM 2                           20.429 METERS 31206     |
 KJ0397|---------------------------------------------------------------------|
 KJ0397
 KJ0397                          SUPERSEDED SURVEY CONTROL
 KJ0397
 KJ0397  NAD 83(1986)-  39 40 25.18308(N)    102 12 53.48373(W) AD(       ) 1
 KJ0397  NAD 27      -  39 40 25.20524(N)    102 12 51.79358(W) AD(       ) 1
 KJ0397  NGVD 29 (07/19/86) 1188.2    (m)         3898.     (f) VERT ANG       
 KJ0397
 KJ0397.Superseded values are not recommended for survey control.
 KJ0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0397.See file dsdata.txt to determine how the superseded data were derived.
 KJ0397
 KJ0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD3888495246(NAD 83)
 KJ0397_MARKER: DB = BENCH MARK DISK
 KJ0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0397+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2001
 KJ0397
 KJ0397  HISTORY     - Date     Condition        Report By
 KJ0397  HISTORY     - 1968     MONUMENTED       USGS
 KJ0397  HISTORY     - 20010418 GOOD             LOCSUR
 KJ0397
 KJ0397                          STATION DESCRIPTION
 KJ0397
 KJ0397'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (JLC)
 KJ0397'THE STATION IS LOCATED ON A SECTION LINE ROAD RIGHT-OF-WAY,
 KJ0397'ABOUT 4-1/2 MILES SOUTHEAST OF IDALIA, 4 MILES NORTH-NORTHWEST
 KJ0397'OF BONNY RESERVOIR AND 2 MILES EAST OF U.S. HIGHWAY 385.
 KJ0397'
 KJ0397'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 385
 KJ0397'AND 36 WHICH IS 2 MILES EAST OF IDALIA, GO SOUTH ON HIGHWAY
 KJ0397'385 FOR 2.0 MILES TO A CROSSROAD.  TURN LEFT AND GO EAST ON
 KJ0397'A GRAVELED ROAD FOR 1.6 MILES TO THE AZIMUTH MARK ON THE
 KJ0397'RIGHT.  CONTINUE EAST ON THE GRAVELED ROAD FOR 0.4 MILE TO
 KJ0397'THE STATION ON THE RIGHT.
 KJ0397'
 KJ0397'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 KJ0397'MARK DISK STAMPED BONNY CGS 1968, SET IN THE TOP OF A 12-INCH
 KJ0397'SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES ABOVE THE
 KJ0397'GROUND.  IT IS 81 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD,
 KJ0397'68.1 FEET SOUTHEAST OF A METAL WITNESS POST, 48.6 FEET
 KJ0397'SOUTHEAST OF THE EAST GATE POST AND 2 FEET WEST OF A
 KJ0397'NORTH-SOUTH WIRE FENCE.
 KJ0397'
 KJ0397'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BONNY CGS NO 1
 KJ0397'1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KJ0397'WHICH PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 23 FEET EAST
 KJ0397'OF THE CENTER OF A TRACK ROAD AND 0.8 FOOT WEST OF THE
 KJ0397'NORTH-SOUTH WIRE FENCE.
 KJ0397'
 KJ0397'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BONNY CGS NO 2
 KJ0397'1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KJ0397'WHICH PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 35 FEET SOUTH
 KJ0397'OF THE CENTER OF THE GRAVELED ROAD, 9 FEET EAST OF POWER LINE
 KJ0397'POLE NUMBER 1974, 6.6 FEET WEST OF THE WEST GATE POST, 1.3
 KJ0397'FEET EAST OF THE METAL WITNESS POST AND 0.6 FOOT SOUTH OF AN
 KJ0397'EAST-WEST WIRE FENCE.
 KJ0397'
 KJ0397'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BONNY CGS 1968,
 KJ0397'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KJ0397'WHICH PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 38 FEET SOUTH
 KJ0397'OF THE CENTER OF THE GRAVELED ROAD, 13 FEET WEST OF THE CENTER
 KJ0397'OF A FIELD DRIVEWAY, 1.4 FEET EAST OF A METAL WITNESS POST AND
 KJ0397'1 FOOT NORTH OF A FENCE CORNER POST.
 KJ0397'
 KJ0397'HEIGHT OF LIGHT ABOVE STATION MARK 21.6 METERS.
 KJ0397
 KJ0397                          STATION RECOVERY (2001)
 KJ0397
 KJ0397'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (MSJ)
 KJ0397'FENCE AND GATE ARE GONE.  MARK IS 25 FEET EAST OF A ROAD GOING SOUTH
 KJ0397'AND 1.0 FOOT SOUTH OF METAL WITNESS SIGN AND POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0324 ***********************************************************************
 KM0324  DESIGNATION -  BOOK
 KM0324  PID         -  KM0324
 KM0324  STATE/COUNTY-  CO/GARFIELD
 KM0324  USGS QUAD   -  RAT HOLE RIDGE (1987)
 KM0324
 KM0324                         *CURRENT SURVEY CONTROL
 KM0324  ___________________________________________________________________
 KM0324* NAD 83(1992)-  39 35 24.00622(N)    109 02 40.03277(W)     ADJUSTED  
 KM0324* NAVD 88     -      2578.1    (meters)    8458.     (feet)  VERTCON   
 KM0324  ___________________________________________________________________
 KM0324  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 KM0324  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 KM0324
 KM0324  HORZ ORDER  -  FIRST
 KM0324
 KM0324.The horizontal coordinates were established by classical geodetic methods
 KM0324.and adjusted by the National Geodetic Survey in November 1997..
 KM0324
 KM0324.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0324
 KM0324.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0324
 KM0324.The geoid height was determined by GEOID03.
 KM0324
 KM0324;                    North         East     Units Scale Factor Converg.
 KM0324;SPC CO C     -   505,746.732   610,010.519   MT  0.99997227   -2 14 07.6
 KM0324;SPC CO C     - 1,659,270.74  2,001,342.84   sFT  0.99997227   -2 14 07.6
 KM0324;SPC CO N     -   339,383.023   609,998.947   MT  1.00002286   -2 17 24.7
 KM0324;SPC CO N     - 1,113,459.13  2,001,304.88   sFT  1.00002286   -2 17 24.7
 KM0324;SPC UT C     - 2,142,408.484   710,891.366   MT  0.99990791   +1 34 22.7
 KM0324;UTM  12      - 4,384,079.707   667,925.093   MT  0.99994719   +1 14 47.5
 KM0324
 KM0324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0324!SPC CO C     -   0.99959825  x   0.99997227  =   0.99957053
 KM0324!SPC CO N     -   0.99959825  x   1.00002286  =   0.99962110
 KM0324!SPC UT C     -   0.99959825  x   0.99990791  =   0.99950620
 KM0324!UTM  12      -   0.99959825  x   0.99994719  =   0.99954546
 KM0324
 KM0324:                Primary Azimuth Mark                     Grid Az
 KM0324:SPC CO C     -  BOOK AZ MK                               091 16 25.5
 KM0324:SPC CO N     -  BOOK AZ MK                               091 19 42.6
 KM0324:SPC UT C     -  BOOK AZ MK                               087 27 55.2
 KM0324:UTM  12      -  BOOK AZ MK                               087 47 30.4
 KM0324
 KM0324|---------------------------------------------------------------------|
 KM0324| PID    Reference Object                     Distance      Geod. Az  |
 KM0324|                                                           dddmmss.s |
 KM0324| CM6117 BOOK AZ MK                                         0890217.9 |
 KM0324| CM6118 BOOK RM 1                             6.122 METERS 10028     |
 KM0324| KM0325 TAVAPUTS RESET                      APPROX. 6.5 KM 1491448.8 |
 KM0324| CM6119 BOOK RM 2                            10.063 METERS 20021     |
 KM0324|---------------------------------------------------------------------|
 KM0324
 KM0324                          SUPERSEDED SURVEY CONTROL
 KM0324
 KM0324  NAD 83(1992)-  39 35 23.98608(N)    109 02 40.01691(W) AD(       ) 1
 KM0324  NAD 83(1986)-  39 35 23.97748(N)    109 02 40.01802(W) AD(       ) 1
 KM0324  NAD 27      -  39 35 24.08600(N)    109 02 37.63800(W) AD(       ) 1
 KM0324  NGVD 29 (07/19/86) 2576.7    (m)         8454.     (f) VERT ANG       
 KM0324
 KM0324.Superseded values are not recommended for survey control.
 KM0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0324.See file dsdata.txt to determine how the superseded data were derived.
 KM0324
 KM0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ6792584080(NAD 83)
 KM0324_MARKER: DS = TRIANGULATION STATION DISK
 KM0324_SETTING: 0 = UNSPECIFIED SETTING
 KM0324
 KM0324  HISTORY     - Date     Condition        Report By
 KM0324  HISTORY     - 1931     MONUMENTED       CGS
 KM0324  HISTORY     - 1937     GOOD             CGS
 KM0324  HISTORY     - 1966     GOOD             USGS
 KM0324
 KM0324                          STATION DESCRIPTION
 KM0324
 KM0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 KM0324'ABOUT 10 MILES NNW OF CARBONERA AND ABOUT 7-1/2 MILES WNW OF
 KM0324'ATCHEE.  TO REACH FROM DRAGON, UTAH, GO S 6.6 MILES ALONG
 KM0324'RAILROAD TRACKS TO FORK NEAR FENCE CORNER, FOLLOW RIGHT FORK
 KM0324'1.7 MILES TO CATTLE GUARD AND GATE, GO THROUGH GATE AND GO 2.9
 KM0324'MILES TO LOG CABIN ON RIGHT SIDE OF ROAD, CONTINUE S 0.5 MILE
 KM0324'TO GATE ON ROAD (DESERTED MINE BUILDINGS 100 YARDS TO LEFT),
 KM0324'PASS THROUGH GATE AND CONTINUE S 1.6 MILES TO GATE, PASS
 KM0324'THROUGH GATE AND CONTINUE S 1.35 MILES TO GATE, PASS THROUGH
 KM0324'GATE AND GO 2.3 MILES TO GATE, PASS THROUGH GATE AND
 KM0324'CONTINUE 0.4 MILE, FOLLOW RIGHT FORK 0.8 MILE TO FORK (LEFT
 KM0324'FORK GOES TO STATION TAVAPUTS AND HILL RANCH) FOLLOW RIGHT
 KM0324'FORK 0.4 MILE, FOLLOW RIGHT FORK (OBSCURE WAGON TRAIL) W
 KM0324'BY S 2.5 MILES ALONG CREST OF RIDGE TO STATION SITE, ABOUT
 KM0324'65 YARDS SW OF ROAD, NEAR WESTERN EDGE OF PLATEAU, AND IN DENSE
 KM0324'BRUSH.  MARKED BY STANDARD STATION DISK SET INTO IRON
 KM0324'POST, PROJECTING ABOUT 6 INCHES ABOVE GROUND.  REFERENCE MARK
 KM0324'IS STANDARD REFERENCE DISK SET INTO IRON POST PROJECTING
 KM0324'ABOUT 6 INCHES ABOVE GROUND, 6.123 METERS (20.09 FEET) FROM
 KM0324'STATION S 79 DEG 30 MIN E.  STATION TAVAPUTS IS
 KM0324'VISIBLE FROM GROUND AT STATION.
 KM0324
 KM0324                          STATION RECOVERY (1937)
 KM0324
 KM0324'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KM0324'LOCATED ABOUT 16 MILES S AND 2 MILES E OF DRAGON, UTAH, AND
 KM0324'ABOUT 7.4 MILES NW OF ATCHEE, COLORADO, AND ABOUT 1 MILE E OF
 KM0324'THE COLORADO-UTAH STATE LINE.
 KM0324'
 KM0324'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 KM0324'CONDITION.
 KM0324'
 KM0324'REFERENCE MARK NO. 2 WAS NOT FOUND AND A NEW ONE, A STANDARD
 KM0324'DISK SET IN CONCRETE AT THE CENTER OF THE TOP OF A TILE WHICH
 KM0324'IS EMBEDDED IN THE GROUND, WAS PUT IN AND MARKED 1937.
 KM0324'
 KM0324'AN AZIMUTH MARK, A STANDARD DISK SET IN CONCRETE IN THE TOP
 KM0324'OF A TILE, WAS ALSO PUT IN AND MARKED 1937.  IT IS 0.4 MILE
 KM0324'E ON THE SECOND SAGEBRUSH COVERED SWELL FROM THE STATION.
 KM0324'
 KM0324'REACHED FROM THE POST OFFICE IN DRAGON BY GOING W ON DON HILLS
 KM0324'ROAD UP A CANYON FOR 1.1 MILES TO AN OLD MINE SITE.  THENCE
 KM0324'CONTINUE W AND S UP CANYON ON THE MAIN-TRAVELED ROAD FOR 8.55
 KM0324'MILES TO THE HEAD OF THE CANYON.  CONTINUE ON THE MAIN-TRAVELED
 KM0324'FOR 0.65 MILE TO A FORK.  TAKE LEFT FORK FOR 0.1 MILE TO
 KM0324'ANOTHER FORK.  KEEP LEFT FORK AND FOLLOW THE MAIN-TRAVELED
 KM0324'ROAD S FOR 7.65 MILES TO A MAIL BOX (HAVENS) ON THE LEFT
 KM0324'(AN AMBEUSER BUSCH BEER CASE).  CONTINUE ON THE MAIN-TRAVELED
 KM0324'ROAD FOR 0.5 MILE TO A FORK AT A FIVE-GALLON OIL CAN MOUNTED
 KM0324'ON A POST.  TAKE RIGHT FORK FOR 0.05 MILE TO A DIM FORK TO
 KM0324'THE RIGHT.  TURN RIGHT ON THE DIM FORK (TRACK ROAD) AND GO
 KM0324'WESTERLY FOR 1.3 MILES TO SALT GROUNDS.  CONTINUE ON THE DIM
 KM0324'TRACKS ACROSS SALT GROUNDS (W EDGE) FOR 0.15 MILE.  FROM
 KM0324'THIS POINT THE STATION IS 53 PACES S ON BRUSH COVERED
 KM0324'HILLTOP.
 KM0324
 KM0324                          STATION RECOVERY (1966)
 KM0324
 KM0324'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KM0324'RECOVERED.
 KM0324'
 KM0324'STATION MARK--STANDARD STATION DISK, SET INTO POST PROJECTING ABOUT
 KM0324'6 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1009 ***********************************************************************
 JK1009  DESIGNATION -  BOONE HILL
 JK1009  PID         -  JK1009
 JK1009  STATE/COUNTY-  CO/PUEBLO
 JK1009  USGS QUAD   -  BOONE HILL (1974)
 JK1009
 JK1009                         *CURRENT SURVEY CONTROL
 JK1009  ___________________________________________________________________
 JK1009* NAD 83(1992)-  38 16 30.83792(N)    104 11 25.37342(W)     ADJUSTED  
 JK1009* NAVD 88     -      1465.81   (+/-2cm)    4809.1    (feet)  VERTCON   
 JK1009  ___________________________________________________________________
 JK1009  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 JK1009  GEOID HEIGHT-         -20.42  (meters)                     GEOID03
 JK1009
 JK1009  HORZ ORDER  -  THIRD
 JK1009  VERT ORDER  -  THIRD ? (See Below)
 JK1009
 JK1009.The horizontal coordinates were established by classical geodetic methods
 JK1009.and adjusted by the National Geodetic Survey in January 1993..
 JK1009
 JK1009.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1009.The vertical order pertains to the NGVD 29 superseded value.
 JK1009
 JK1009.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1009
 JK1009.The geoid height was determined by GEOID03.
 JK1009
 JK1009;                    North         East     Units Scale Factor Converg.
 JK1009;SPC CO S     -   484,132.660 1,028,990.985   MT  0.99997496   +0 48 11.8
 JK1009;SPC CO S     - 1,588,358.57  3,375,947.92   sFT  0.99997496   +0 48 11.8
 JK1009;UTM  13      - 4,236,663.323   570,816.407   MT  0.99966176   +0 30 05.5
 JK1009
 JK1009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1009!SPC CO S     -   0.99977326  x   0.99997496  =   0.99974822
 JK1009!UTM  13      -   0.99977326  x   0.99966176  =   0.99943509
 JK1009
 JK1009:                Primary Azimuth Mark                     Grid Az
 JK1009:SPC CO S     -  WRIGHT                                   346 18 00.6
 JK1009:UTM  13      -  WRIGHT                                   346 36 06.9
 JK1009
 JK1009|---------------------------------------------------------------------|
 JK1009| PID    Reference Object                     Distance      Geod. Az  |
 JK1009|                                                           dddmmss.s |
 JK1009| JK1010 WRIGHT                              APPROX. 8.9 KM 3470612.4 |
 JK1009|---------------------------------------------------------------------|
 JK1009
 JK1009                          SUPERSEDED SURVEY CONTROL
 JK1009
 JK1009  NAD 83(1986)-  38 16 30.82356(N)    104 11 25.36590(W) AD(       ) 3
 JK1009  NAD 27      -  38 16 30.82299(N)    104 11 23.49082(W) AD(       ) 3
 JK1009  NGVD 29 (07/19/86) 1465.01   (m)         4806.5    (f) LEVELING    3  
 JK1009
 JK1009.Superseded values are not recommended for survey control.
 JK1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1009.See file dsdata.txt to determine how the superseded data were derived.
 JK1009
 JK1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC7081636663(NAD 83)
 JK1009_MARKER: DD = SURVEY DISK
 JK1009_SETTING: 0 = UNSPECIFIED SETTING
 JK1009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK1009
 JK1009  HISTORY     - Date     Condition        Report By
 JK1009  HISTORY     - 1955     MONUMENTED       USGS
 JK1009
 JK1009                          STATION DESCRIPTION
 JK1009
 JK1009'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 JK1009'STATION IS LOCATED ABOUT 4 MI. E. AND 2 MI. N. OF BOONE, COLORADO,
 JK1009'ON A GRASSY RIDGE KNOWN LOCALLY AS ---BOONE HILL---, IN SEC. 26,
 JK1009'T 20 S, R 61 W.
 JK1009'
 JK1009'TO REACH STATION FROM THE POST OFFICE IN BOONE, COLORADO, GO E. ON
 JK1009'STATE HIGHWAY 96 FOR 0.9 MI. TO A PAVED RD. LEFT, THENCE LEFT ALONG
 JK1009'PAVED RD. FOR 3.8 MI. TO TOP OF RIDGE AND JUNCTION WITH A DIM TRACK
 JK1009'RD. N. AT GATE, PASS THRU GATE, THEN TURN LEFT (W.) ALONG ABANDONED
 JK1009'RD. FOR 0.1 MI. TO STATION.  STATION LIES ON S. EDGE OF ABANDONED
 JK1009'RD.
 JK1009'
 JK1009'STATION MARK--STANDARD TABLET, STAMPED ---BOONE HILL 1954---, AND
 JK1009'SET IN CONCRETE POST, PROJECTING 4 IN. ABOVE GROUND.
 JK1009'
 JK1009'REFERENCE MARK--STANDARD 3/4 IN. COPPER PLATED STEEL STAKE, STAMPED
 JK1009'---RM 1954---, AND SET IN CONCRETE POST, PROJECTING 4 IN. ABOVE
 JK1009'GROUND, 328.75 FT. FROM STATION, S 87 DEG 23 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5682 ***********************************************************************
 AH5682  DESIGNATION -  BOREAS PASS
 AH5682  PID         -  AH5682
 AH5682  STATE/COUNTY-  CO/PARK
 AH5682  USGS QUAD   -  BOREAS PASS (1994)
 AH5682
 AH5682                         *CURRENT SURVEY CONTROL
 AH5682  ___________________________________________________________________
 AH5682* NAD 83(1992)-  39 24 36.90451(N)    105 58 04.97932(W)     ADJUSTED  
 AH5682* NAVD 88     -      3502.8    (meters)   11492.     (feet)  GPS OBS   
 AH5682  ___________________________________________________________________
 AH5682  X           -  -1,358,239.512 (meters)                     COMP
 AH5682  Y           -  -4,746,732.504 (meters)                     COMP
 AH5682  Z           -   4,029,825.630 (meters)                     COMP
 AH5682  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 AH5682  ELLIP HEIGHT-        3490.10  (meters)          (12/03/02) GPS OBS
 AH5682  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 AH5682
 AH5682  HORZ ORDER  -  FIRST
 AH5682  ELLP ORDER  -  FOURTH    CLASS II
 AH5682
 AH5682.The horizontal coordinates were established by GPS observations
 AH5682.and adjusted by the National Geodetic Survey in December 1998..
 AH5682
 AH5682.The orthometric height was determined by GPS observations and a
 AH5682.high-resolution geoid model.
 AH5682
 AH5682.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5682
 AH5682.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5682
 AH5682.The ellipsoidal height was determined by GPS observations
 AH5682.and is referenced to NAD 83.
 AH5682
 AH5682.The geoid height was determined by GEOID03.
 AH5682
 AH5682;                    North         East     Units Scale Factor Converg.
 AH5682;SPC CO C     -   479,955.739   874,093.714   MT  0.99995044   -0 17 42.7
 AH5682;SPC CO C     - 1,574,654.79  2,867,755.79   sFT  0.99995044   -0 17 42.7
 AH5682;UTM  13      - 4,362,751.209   416,660.313   MT  0.99968551   -0 36 52.6
 AH5682
 AH5682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5682!SPC CO C     -   0.99945274  x   0.99995044  =   0.99940321
 AH5682!UTM  13      -   0.99945274  x   0.99968551  =   0.99913842
 AH5682
 AH5682                          SUPERSEDED SURVEY CONTROL
 AH5682
 AH5682  ELLIP H (12/08/98) 3490.06   (m)                       GP(       ) 3 1
 AH5682
 AH5682.Superseded values are not recommended for survey control.
 AH5682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5682.See file dsdata.txt to determine how the superseded data were derived.
 AH5682
 AH5682_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD1666062751(NAD 83)
 AH5682_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5682_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AH5682_STAMPING: BOREAS PASS 1998
 AH5682_MARK LOGO: NGS   
 AH5682_PROJECTION: FLUSH
 AH5682_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH5682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH5682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5682+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2000
 AH5682
 AH5682  HISTORY     - Date     Condition        Report By
 AH5682  HISTORY     - 1998     MONUMENTED       CODOT
 AH5682  HISTORY     - 20001018 GOOD             SLSS
 AH5682
 AH5682                          STATION DESCRIPTION
 AH5682
 AH5682'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (KAW)
 AH5682'THIS STATION WILL BE USED DURING A CHARN DENSIFICATION PROJECT  THE
 AH5682'STATION IS LOCATED APPROXIMATELY 6 MI (9.7 KM) SOUTHEAST OF
 AH5682'BRECKENRIDGE AND 7.5 MI (12.1 KM) NORTHWEST OF COMO AT THE SUMMIT OF
 AH5682'BOREAS PASS  OWNERSHIP-- USFS, PIKE NATIONAL FOREST  TO REACH THE
 AH5682'STATION FROM THE JUNCTION OF STATE HIGHWAY 9 AND BOREAS PASS ROAD (SH
 AH5682'9 MILEPOST 86.2) ON THE SOUTH EDGE OF BRECKENRIDGE, PROCEED
 AH5682'SOUTHEASTERLY ON BOREAS PASS ROAD FOR 10.1 MI (16.3 KM) TO THE BOREAS
 AH5682'PASS SUMMIT AND THE STATION ON THE LEFT  TO REACH THE STATION FROM THE
 AH5682'JUNCTION ON US 285 AND COMO/BOREAS PASS ROAD (US 285 MILEPOST 192.8) ,
 AH5682'PROCEED NORTHEAST ON COMO/BOREAS PASS ROAD (PARK COUNTY ROAD 50) FOR
 AH5682'3.8 MI (6.1 KM) TO A ROAD JUNCTION. TURN RIGHT, AND PROCEED
 AH5682'NORTHWESTERLY ON PIKE NATIONAL FOREST ROAD 33 (BOREAS PASS ROAD) FOR
 AH5682'3.4 MI (5.5 KM) TO A ROAD FORK, BEAR RIGHT AND CONTINUE NORHTWEST FOR
 AH5682'3.8 MI (6.1 KM) TO THE SUMMIT OF BOREAS PASS AND THE STATION ON THE
 AH5682'RIGHT  THE STATION IS A BRASS NGS HORIZONTAL CONTROL MARK DISK SET IN
 AH5682'THE TOP OF A CONCRETE POST WHICH PROJECTS 15 CM FROM THE GROUND.  IT
 AH5682'IS 49.4 M (162.1 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE RESTORED
 AH5682'RAILROAD CABIN, 23.9 M (78.4 FT) NORTHEAST OF THE CENTER OF THE BOREAS
 AH5682'PASS ROAD, 15.6 M (51.2 FT) SOUTH OF THE SOUTH EDGE OF THE BOREAS PASS
 AH5682'INFORMATION SIGN, 12.1 M (39.7 FT) SOUTHEAST OF THE CENTER OF THE ROAD
 AH5682'LEADING TO THE RAILROAD CABIN, 5.8 M (19.0 FT) SOUTH OF A FIBERGLASS
 AH5682'NGS WITNESS POST AND 0.7 M (2.3 FT) NORTHWEST OF A FIBERGLASS NGS
 AH5682'WITNESS POST  DESCRIPTION BY K A WILLIAMS, CODOT
 AH5682
 AH5682                          STATION RECOVERY (2000)
 AH5682
 AH5682'RECOVERY NOTE BY STEPHENSON LAND SURVEYING SERVICES 2000 (GFS)
 AH5682'RECOVERED AS DESCRIBED
 AH5682' 
 AH5682'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0459 ***********************************************************************
 KJ0459  DESIGNATION -  BOREN
 KJ0459  PID         -  KJ0459
 KJ0459  STATE/COUNTY-  CO/KIT CARSON
 KJ0459  USGS QUAD   -  SEIBERT NW (1979)
 KJ0459
 KJ0459                         *CURRENT SURVEY CONTROL
 KJ0459  ___________________________________________________________________
 KJ0459* NAD 83(1992)-  39 25 03.67441(N)    102 53 43.56621(W)     ADJUSTED  
 KJ0459* NAVD 88     -      1426.2    (meters)    4679.     (feet)  VERTCON   
 KJ0459  ___________________________________________________________________
 KJ0459  LAPLACE CORR-          -4.68  (seconds)                    DEFLEC99
 KJ0459  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 KJ0459
 KJ0459  HORZ ORDER  -  FIRST
 KJ0459
 KJ0459.The horizontal coordinates were established by classical geodetic methods
 KJ0459.and adjusted by the National Geodetic Survey in January 1993..
 KJ0459
 KJ0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0459
 KJ0459.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0459
 KJ0459.The geoid height was determined by GEOID03.
 KJ0459
 KJ0459;                    North         East     Units Scale Factor Converg.
 KJ0459;SPC CO C     -   483,892.287 1,138,651.698   MT  0.99995114   +1 38 33.6
 KJ0459;SPC CO C     - 1,587,569.94  3,735,726.45   sFT  0.99995114   +1 38 33.6
 KJ0459;SPC CO N     -   317,460.417 1,138,674.967   MT  1.00006169   +1 40 58.4
 KJ0459;SPC CO N     - 1,041,534.72  3,735,802.79   sFT  1.00006169   +1 40 58.4
 KJ0459;UTM  13      - 4,365,242.735   681,169.644   MT  1.00000413   +1 20 12.1
 KJ0459
 KJ0459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0459!SPC CO C     -   0.99977967  x   0.99995114  =   0.99973082
 KJ0459!SPC CO N     -   0.99977967  x   1.00006169  =   0.99984135
 KJ0459!UTM  13      -   0.99977967  x   1.00000413  =   0.99978380
 KJ0459
 KJ0459:                Primary Azimuth Mark                     Grid Az
 KJ0459:SPC CO C     -  BOREN AZ MK                              088 27 01.9
 KJ0459:SPC CO N     -  BOREN AZ MK                              088 24 37.1
 KJ0459:UTM  13      -  BOREN AZ MK                              088 45 23.4
 KJ0459
 KJ0459|---------------------------------------------------------------------|
 KJ0459| PID    Reference Object                     Distance      Geod. Az  |
 KJ0459|                                                           dddmmss.s |
 KJ0459| CP7498 BOREN AZ MK                                        0900535.5 |
 KJ0459| CP7499 BOREN RM 1                           21.079 METERS 11643     |
 KJ0459| CP7500 BOREN RM 2                           20.640 METERS 23923     |
 KJ0459|---------------------------------------------------------------------|
 KJ0459
 KJ0459                          SUPERSEDED SURVEY CONTROL
 KJ0459
 KJ0459  NAD 83(1986)-  39 25 03.66911(N)    102 53 43.56493(W) AD(       ) 1
 KJ0459  NAD 27      -  39 25 03.70302(N)    102 53 41.80744(W) AD(       ) 1
 KJ0459  NGVD 29 (07/19/86) 1425.6    (m)         4677.     (f) VERT ANG       
 KJ0459
 KJ0459.Superseded values are not recommended for survey control.
 KJ0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0459.See file dsdata.txt to determine how the superseded data were derived.
 KJ0459
 KJ0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD8117065243(NAD 83)
 KJ0459_MARKER: DS = TRIANGULATION STATION DISK
 KJ0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0459_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KJ0459
 KJ0459  HISTORY     - Date     Condition        Report By
 KJ0459  HISTORY     - 1968     MONUMENTED       CGS
 KJ0459
 KJ0459                          STATION DESCRIPTION
 KJ0459
 KJ0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KJ0459'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 20,
 KJ0459'T. 7 S., R. 49 W. AND ON PROPERTY OF MR. CECIL BOREN.  IT IS
 KJ0459'ABOUT 12-1/2 MILES SOUTH OF COPE, 12-1/2 MILES NORTHEAST OF
 KJ0459'FLAGER AND 8-1/2 MILES NORTH OF SEIBERT.
 KJ0459'
 KJ0459'TO REACH THE STATION FROM THE POST OFFICE IN SEIBERT, GO WEST
 KJ0459'ON U.S. HIGHWAY 24 FOR 0.2 MILE TO A CROSSROAD.  TURN RIGHT AND
 KJ0459'GO NORTH ON STATE HIGHWAY 59 FOR 8.2 MILES TO A CROSSROAD AND
 KJ0459'THE AZIMUTH MARK IN THE SOUTHWEST ANGLE.  TURN LEFT AND GO WEST
 KJ0459'ON A GRAVELED ROAD FOR 1.0 MILE TO A WIRE GATE ON THE
 KJ0459'RIGHT.  TURN RIGHT, PASS THROUGH THE GATE, BEAR LEFT, GO WEST
 KJ0459'ALONG THE NORTH SIDE OF AN EAST-WEST WIRE FENCE FOR 0.15 MILE
 KJ0459'TO THE TOP OF A RIDGE AND THE STATION.
 KJ0459'
 KJ0459'THE STATION MARK IS A STANDARD DISK STAMPED BOREN 1968, SET
 KJ0459'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 KJ0459'14 INCHES BELOW THE GROUND SURFACE.  IT IS 71 FEET NORTH OF THE
 KJ0459'CENTER OF THE GRAVELED ROAD, 34 FEET NORTH OF THE EAST-WEST
 KJ0459'WIRE FENCE AND 33 FEET NORTH OF A METAL WITNESS POST.
 KJ0459'
 KJ0459'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BOREN NO 1 1968,
 KJ0459'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KJ0459'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 63 FEET EAST OF THE
 KJ0459'METAL WITNESS POST, 36 FEET NORTH OF THE CENTER OF THE GRAVELED
 KJ0459'ROAD AND 1 FOOT NORTH OF THE EAST-WEST WIRE FENCE.
 KJ0459'
 KJ0459'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BOREN NO 2 1968,
 KJ0459'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KJ0459'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 53 FEET WEST OF THE
 KJ0459'METAL WITNESS POST, 37 FEET NORTH OF THE CENTER OF THE GRAVELED
 KJ0459'ROAD AND 0.9 OF A FOOT NORTH OF THE EAST-WEST WIRE FENCE.
 KJ0459'
 KJ0459'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BOREN 1968, SET IN
 KJ0459'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KJ0459'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 50 FEET WEST OF THE
 KJ0459'CENTER OF STATE HIGHWAY 59, 29 FEET SOUTH OF THE CENTER OF THE
 KJ0459'GRAVELED ROAD, 2.5 FEET NORTHWEST OF POWER LINE POLE
 KJ0459'NO. 1621679 AND 1.5 FEET WEST OF A METAL WITNESS POST.
 KJ0459'
 KJ0459'HEIGHT OF LIGHT ABOVE STATION MARK 22.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0890 ***********************************************************************
 JL0890  DESIGNATION -  BOSTON PEAK
 JL0890  PID         -  JL0890
 JL0890  STATE/COUNTY-  CO/GUNNISON
 JL0890  USGS QUAD   -  MATCHLESS MOUNTAIN (1967)
 JL0890
 JL0890                         *CURRENT SURVEY CONTROL
 JL0890  ___________________________________________________________________
 JL0890* NAD 83(1992)-  38 51 07.63054(N)    106 44 39.48221(W)     ADJUSTED  
 JL0890* NAVD 88     -      3568.8    (meters)   11709.     (feet)  VERTCON   
 JL0890  ___________________________________________________________________
 JL0890  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 JL0890  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 JL0890
 JL0890  HORZ ORDER  -  THIRD
 JL0890
 JL0890.The horizontal coordinates were established by classical geodetic methods
 JL0890.and adjusted by the National Geodetic Survey in January 1993..
 JL0890
 JL0890.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0890
 JL0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0890
 JL0890.The geoid height was determined by GEOID03.
 JL0890
 JL0890;                    North         East     Units Scale Factor Converg.
 JL0890;SPC CO C     -   418,632.633   806,397.816   MT  0.99994530   -0 47 05.2
 JL0890;SPC CO C     - 1,373,463.90  2,645,656.83   sFT  0.99994530   -0 47 05.2
 JL0890;UTM  13      - 4,301,811.922   348,639.016   MT  0.99988212   -1 05 39.9
 JL0890
 JL0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0890!SPC CO C     -   0.99944254  x   0.99994530  =   0.99938787
 JL0890!UTM  13      -   0.99944254  x   0.99988212  =   0.99932473
 JL0890
 JL0890                          SUPERSEDED SURVEY CONTROL
 JL0890
 JL0890  NAD 83(1986)-  38 51 07.62600(N)    106 44 39.49346(W) AD(       ) 3
 JL0890  NGVD 29 (11/04/91) 3566.8    (m)        11702.     (f) VERT ANG       
 JL0890
 JL0890.Superseded values are not recommended for survey control.
 JL0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0890.See file dsdata.txt to determine how the superseded data were derived.
 JL0890
 JL0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD4863901812(NAD 83)
 JL0890_MARKER: DD = SURVEY DISK
 JL0890_SETTING: 80 = SET IN A BOULDER
 JL0890_SP_SET: PARTIALLY EXPOSED BOULDER
 JL0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0890+STABILITY: SURFACE MOTION
 JL0890
 JL0890  HISTORY     - Date     Condition        Report By
 JL0890  HISTORY     - 1959     MONUMENTED       USGS
 JL0890
 JL0890                          STATION DESCRIPTION
 JL0890
 JL0890'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 JL0890'STATION IS LOCATED 12.0 MI. AIRLINE ESE. OF CRESTED BUTTE, COLORADO,
 JL0890'21.0 MI. AIRLINE NE. OF GUNNISON, COLORADO, BETWEEN SPRING AND BEAR
 JL0890'CREEK ON THE HIGHEST POINT OF BOSTON PEAK.
 JL0890'
 JL0890'TO REACH FROM CRESTED BUTTE, COLORADO, GO SE. ON STATE HIGHWAY 135
 JL0890'TO GRADED DIRT RD. UP CEMENT CREEK, GO UP CEMENT CREEK FOR ABOUT
 JL0890'6.0 MI. TO THE DEADMAN GULCH TRAIL, TAKE TRAIL OVER RIDGE AND DOWN
 JL0890'DEADMAN GULCH TO BEAR CREEK, TAKE TRAIL UP BEAR CREEK FOR ABOUT 2.0
 JL0890'MI. TO A LONG PARK, FROM THIS PARK PACK SE. FOR ABOUT 1.0 MI. TO
 JL0890'HIGHEST POINT OF PEAK AND STATION.
 JL0890'
 JL0890'STATION MARK--A STANDARD USGS TABLET STAMPED---BOSTON PEAK 1959---,
 JL0890'SET IN BURIED BOULDER.
 JL0890'
 JL0890'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0863 ***********************************************************************
 JL0863  DESIGNATION -  BOSTWICK
 JL0863  PID         -  JL0863
 JL0863  STATE/COUNTY-  CO/MONTROSE
 JL0863  USGS QUAD   -  RED ROCK CANYON (1978)
 JL0863
 JL0863                         *CURRENT SURVEY CONTROL
 JL0863  ___________________________________________________________________
 JL0863* NAD 83(1992)-  38 34 39.88215(N)    107 46 56.56482(W)     ADJUSTED  
 JL0863* NAVD 88     -      2468.8    (meters)    8100.     (feet)  VERTCON   
 JL0863  ___________________________________________________________________
 JL0863  LAPLACE CORR-          10.60  (seconds)                    DEFLEC99
 JL0863  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 JL0863
 JL0863  HORZ ORDER  -  THIRD
 JL0863
 JL0863.The horizontal coordinates were established by classical geodetic methods
 JL0863.and adjusted by the National Geodetic Survey in January 1993..
 JL0863
 JL0863.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0863
 JL0863.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0863
 JL0863.The geoid height was determined by GEOID03.
 JL0863
 JL0863;                    North         East     Units Scale Factor Converg.
 JL0863;SPC CO S     -   519,339.325   715,531.691   MT  1.00002955   -1 23 59.9
 JL0863;SPC CO S     - 1,703,865.77  2,347,540.22   sFT  1.00002955   -1 23 59.9
 JL0863;UTM  13      - 4,273,591.643   257,622.082   MT  1.00032351   -1 44 09.1
 JL0863
 JL0863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0863!SPC CO S     -   0.99961532  x   1.00002955  =   0.99964486
 JL0863!UTM  13      -   0.99961532  x   1.00032351  =   0.99993871
 JL0863
 JL0863:                Primary Azimuth Mark                     Grid Az
 JL0863:SPC CO S     -  GREEN MOUNTAIN                           001 35 12.0
 JL0863:UTM  13      -  GREEN MOUNTAIN                           001 55 21.2
 JL0863
 JL0863|---------------------------------------------------------------------|
 JL0863| PID    Reference Object                     Distance      Geod. Az  |
 JL0863|                                                           dddmmss.s |
 JL0863| JL0862 GREEN MOUNTAIN                      APPROX. 4.7 KM 0001112.1 |
 JL0863|---------------------------------------------------------------------|
 JL0863
 JL0863                          SUPERSEDED SURVEY CONTROL
 JL0863
 JL0863  NAD 83(1986)-  38 34 39.87198(N)    107 46 56.54677(W) AD(       ) 3
 JL0863  NAD 27      -  38 34 39.92027(N)    107 46 54.33035(W) AD(       ) 3
 JL0863  NGVD 29 (07/19/86) 2467.4    (m)         8095.     (f) VERT ANG       
 JL0863
 JL0863.Superseded values are not recommended for survey control.
 JL0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0863.See file dsdata.txt to determine how the superseded data were derived.
 JL0863
 JL0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC5762273592(NAD 83)
 JL0863
 JL0863  HISTORY     - Date     Condition        Report By
 JL0863  HISTORY     - 1934     MONUMENTED       USGS
 JL0863  HISTORY     - 1951     GOOD             USGS
 JL0863
 JL0863                          STATION DESCRIPTION
 JL0863
 JL0863'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (LHH)
 JL0863'STATION IS ON HIGH PINON COVERED POINT ON S. SIDE OF BLACK CANYON OF
 JL0863'THE GUNNISON RIVER AND ON E. WALL OF A DEEP CANYON KNOWN AS RED ROCK
 JL0863'CANYON WHICH RUNS INTO THE GUNNISON RIVER FROM THE S.  THIS STATION
 JL0863'CAN BE REACHED BY DRIVING CAR TO THE HEAD OR ENTRANCE OF RED ROCK
 JL0863'CANYON AT THE EXTREME W. END OF BOSTWICK PARK.
 JL0863'
 JL0863'STATION MARK--STANDARD BRONZE TABLET SET IN LARGE GRANITE BOULDER.
 JL0863'
 JL0863'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE TABLET SET IN SOLID
 JL0863'GRANITE ROCK, 44.70 FT. FROM STATION MARK, S 69 DEG 35 MIN E.
 JL0863'
 JL0863'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE TABLET SET IN SOLID
 JL0863'GRANITM ROCK, 67.40 FT. FROM STATION MARK, N 06 DEG 35 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0668 ***********************************************************************
 HL0668  CBN         -  This is a Cooperative Base Network Control Station.
 HL0668  DESIGNATION -  BOUCHARD
 HL0668  PID         -  HL0668
 HL0668  STATE/COUNTY-  CO/HINSDALE
 HL0668  USGS QUAD   -  CIMARRONA PEAK (1973)
 HL0668
 HL0668                         *CURRENT SURVEY CONTROL
 HL0668  ___________________________________________________________________
 HL0668* NAD 83(1992)-  37 30 57.70693(N)    107 13 36.60356(W)     ADJUSTED  
 HL0668* NAVD 88     -      2515.9    (meters)    8254.     (feet)  GPS OBS   
 HL0668  ___________________________________________________________________
 HL0668  X           -  -1,500,709.693 (meters)                     COMP
 HL0668  Y           -  -4,839,984.029 (meters)                     COMP
 HL0668  Z           -   3,864,497.884 (meters)                     COMP
 HL0668  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 HL0668  ELLIP HEIGHT-        2500.05  (meters)          (10/21/02) GPS OBS
 HL0668  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 HL0668
 HL0668  HORZ ORDER  -  B
 HL0668  ELLP ORDER  -  FOURTH    CLASS II
 HL0668
 HL0668.The horizontal coordinates were established by GPS observations
 HL0668.and adjusted by the National Geodetic Survey in May 1992..
 HL0668
 HL0668.The orthometric height was determined by GPS observations and a
 HL0668.high-resolution geoid model.
 HL0668
 HL0668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HL0668
 HL0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0668
 HL0668.The ellipsoidal height was determined by GPS observations
 HL0668.and is referenced to NAD 83.
 HL0668
 HL0668.The geoid height was determined by GEOID03.
 HL0668
 HL0668;                    North         East     Units Scale Factor Converg.
 HL0668;SPC CO S     -   400,476.958   761,753.075   MT  0.99996073   -1 03 33.1
 HL0668;SPC CO S     - 1,313,898.15  2,499,184.88   sFT  0.99996073   -1 03 33.1
 HL0668;UTM  13      - 4,154,449.380   303,199.113   MT  1.00007709   -1 21 23.5
 HL0668
 HL0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0668!SPC CO S     -   0.99960784  x   0.99996073  =   0.99956858
 HL0668!UTM  13      -   0.99960784  x   1.00007709  =   0.99968490
 HL0668
 HL0668                          SUPERSEDED SURVEY CONTROL
 HL0668
 HL0668  NAD 83(1986)-  37 30 57.70811(N)    107 13 36.60578(W) AD(       ) 3
 HL0668  ELLIP H (05/26/92) 2500.05   (m)                       GP(       ) 4 1
 HL0668  NGVD 29 (06/11/92) 2514.6    (m)         8250.     (f) GPS OBS        
 HL0668
 HL0668.Superseded values are not recommended for survey control.
 HL0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0668.See file dsdata.txt to determine how the superseded data were derived.
 HL0668
 HL0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB0319954449(NAD 83)
 HL0668_MARKER: I = METAL ROD
 HL0668_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HL0668_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HL0668_STAMPING: BOUCHARD 1991
 HL0668_MARK LOGO: NGS   
 HL0668_PROJECTION: PROJECTING 5 CENTIMETERS
 HL0668_MAGNETIC: N = NO MAGNETIC MATERIAL
 HL0668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HL0668+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HL0668_ROD/PIPE-DEPTH: 3.9  meters
 HL0668_SLEEVE-DEPTH  : 1 meters
 HL0668
 HL0668  HISTORY     - Date     Condition        Report By
 HL0668  HISTORY     - 1991     MONUMENTED       NGS
 HL0668
 HL0668                          STATION DESCRIPTION
 HL0668
 HL0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 HL0668'STATION IS LOCATED ABOUT 35 KM (21.7 MI) NORTHWEST OF PAGOSA SPRINGS,
 HL0668'8.5 KM (5.3 MI) WEST OF THE HINSDALE-MINERAL COUNTY LINE, IN THE SAN
 HL0668'JUAN NATIONAL FOREST, ON THE WEST SIDE OF THE WILLIAMS CREEK
 HL0668'RESERVOIR, AT THE TEAL CAMPGROUND, ALONG THE NORTH BORDER FENCE OF
 HL0668'THE CAMPGROUND, ABOUT 100 M (328.1 FT) NORTHWEST OF A BOAT RAMP,
 HL0668'ADJACENT TO A WOODEN BATHROOM BUILDING.  OWNERSHIP--US GOVERNMENT.
 HL0668'TO REACH FROM THE JUNCTION OF US HIGHWAYS 84 AND 160 ON THE EAST SIDE
 HL0668'OF PAGOSA SPRINGS, GO WEST ON HIGHWAY 160 THROUGH TOWN FOR 1.1 MI
 HL0668'(1.8 KM) TO THE TOWN HALL ON THE RIGHT.  CONTINUE AHEAD FOR 2.5 MI
 HL0668'(4.0 KM) TO A PAVED ROAD RIGHT AT TOP OF LONG GRADE.  TURN RIGHT,
 HL0668'NORTHWEST, ON COUNTY ROAD 600 (PIEDRA ROAD) FOR 6.3 MI (10.1 KM) TO
 HL0668'PAVEMENT END AT CATTLE GUARD.  CONTINUE AHEAD ON GRAVEL ROAD (FOREST
 HL0668'SERVICE ROAD 631)FOR 6.7 MI (10.8 KM) TO A FORK AT MILEPOST 13.  KEEP
 HL0668'LEFT, NORTHWEST, ON ROAD 631 FOR 4.80 MI (7.72 KM) TO A FORK AT TOP
 HL0668'OF GRADE.  KEEP LEFT ON ROAD 631 FOR 4.20 MI (6.76 KM) TO A FORK.
 HL0668'BEAR RIGHT, NORTHWEST OF ROAD 640 FOR 1.5 MI (2.4 KM) TO A FORK AT
 HL0668'THE TEAL CAMPGROUND.  KEEP LEFT, MAIN ROAD, FOR 0.2 MI (0.3 KM) TO A
 HL0668'FORK. BEAR RIGHT, DOWNGRADE, ON ROAD 722 FOR 0.3 MI (0.5 KM) TO A
 HL0668'FORK.  BEAR LEFT TOWARD BOAT RAMP FOR 0.1 MI (0.2 KM) TO A ROAD LEFT
 HL0668'JUST PAST A SLIM FORK.  TURN LEFT TOWARD BATHROOM FOR 160 FT
 HL0668'(48.8 M) TO STATION ON EAST SIDE OF BUILDING.
 HL0668'STATION MARK IS A PUNCH HOLE TOP CENTER IN A STEEL ROD ENCASED IN A
 HL0668'PVC PIPE WITH LOGO CAP SET IN AN 0.5 M (1.6 FT) CONCRETE POST
 HL0668'PROJECTING 5 CM ABOVE GROUND.  IT IS 0.5 M (1.6 FT) SOUTHEAST OF THE
 HL0668'LOG FENCE, 0.7 M (2.3 FT) SOUTH-SOUTHWEST OF A FIBERGLASS WITNESS
 HL0668'POST, 13.7 M (44.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE
 HL0668'BUILDING, 7.7 M (25.3 FT) NORTH OF THE NORTHEAST CORNER OF A CONCRETE
 HL0668'WALK LEADING TO THE BUILDING, AND 11.7 M (38.4 FT) NORTH-NORTHWEST OF
 HL0668'THE ROAD CENTER.
 HL0668'DESCRIBED BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1331 ***********************************************************************
 LL1331  DESIGNATION -  BOUL
 LL1331  PID         -  LL1331
 LL1331  STATE/COUNTY-  CO/BOULDER
 LL1331  USGS QUAD   -  BOULDER (1979)
 LL1331
 LL1331                         *CURRENT SURVEY CONTROL
 LL1331  ___________________________________________________________________
 LL1331* NAD 83(1992)-  40 00 22.34282(N)    105 16 15.78696(W)     ADJUSTED  
 LL1331* NAVD 88     -      1647.     (meters)    5404.     (feet)  SCALED    
 LL1331  ___________________________________________________________________
 LL1331  LAPLACE CORR-         -21.89  (seconds)                    DEFLEC99
 LL1331  GEOID HEIGHT-         -15.61  (meters)                     GEOID03
 LL1331
 LL1331  HORZ ORDER  -  FIRST
 LL1331
 LL1331.The horizontal coordinates were established by classical geodetic methods
 LL1331.and adjusted by the National Geodetic Survey in January 1993..
 LL1331
 LL1331.The orthometric height was scaled from a topographic map.
 LL1331
 LL1331.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1331
 LL1331.The geoid height was determined by GEOID03.
 LL1331
 LL1331;                    North         East     Units Scale Factor Converg.
 LL1331;SPC CO N     -   379,534.803   933,950.129   MT  0.99996590   +0 08 52.6
 LL1331;SPC CO N     - 1,245,190.43  3,064,134.71   sFT  0.99996590   +0 08 52.6
 LL1331;SPC CO C     -   546,044.625   933,951.984   MT  1.00006075   +0 08 39.8
 LL1331;SPC CO C     - 1,791,481.41  3,064,140.80   sFT  1.00006075   +0 08 39.8
 LL1331;UTM  13      - 4,428,481.242   476,865.168   MT  0.99960659   -0 10 27.3
 LL1331
 LL1331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1331!SPC CO N     -   0.99974414  x   0.99996590  =   0.99971004
 LL1331!SPC CO C     -   0.99974414  x   1.00006075  =   0.99980487
 LL1331!UTM  13      -   0.99974414  x   0.99960659  =   0.99935083
 LL1331
 LL1331:                Primary Azimuth Mark                     Grid Az
 LL1331:SPC CO N     -  BOUL AZ MK                               000 51 39.0
 LL1331:SPC CO C     -  BOUL AZ MK                               000 51 51.8
 LL1331:UTM  13      -  BOUL AZ MK                               001 10 58.9
 LL1331
 LL1331|---------------------------------------------------------------------|
 LL1331| PID    Reference Object                     Distance      Geod. Az  |
 LL1331|                                                           dddmmss.s |
 LL1331| CP7501 BOUL AZ MK                                         0010031.6 |
 LL1331| CP7502 BOUL RM 1                            27.402 METERS 02924     |
 LL1331| CP7503 BOUL RM 2                            10.568 METERS 14114     |
 LL1331|---------------------------------------------------------------------|
 LL1331
 LL1331                          SUPERSEDED SURVEY CONTROL
 LL1331
 LL1331  NAD 83(1986)-  40 00 22.33548(N)    105 16 15.78353(W) AD(       ) 1
 LL1331  NAD 27      -  40 00 22.38700(N)    105 16 13.81900(W) AD(       ) 1
 LL1331
 LL1331.Superseded values are not recommended for survey control.
 LL1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1331.See file dsdata.txt to determine how the superseded data were derived.
 LL1331
 LL1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE7686528481(NAD 83)
 LL1331_MARKER: DS = TRIANGULATION STATION DISK
 LL1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1331
 LL1331  HISTORY     - Date     Condition        Report By
 LL1331  HISTORY     - 1935     MONUMENTED       CGS
 LL1331  HISTORY     - 1964     MARK NOT FOUND   USGS
 LL1331  HISTORY     - 1967     MARK NOT FOUND   CGS
 LL1331  HISTORY     - 1970     MARK NOT FOUND   NGS
 LL1331  HISTORY     - 19980928 MARK NOT FOUND   USPSQD
 LL1331  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL1331
 LL1331                          STATION DESCRIPTION
 LL1331
 LL1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LL1331'STATION IS LOCATED IN THE SOUTHEAST PART OF THE CITY OF
 LL1331'BOULDER, COLORADO, 1 BLOCK WEST OF THE SOUTHEAST CORNER OF
 LL1331'THE UNIVERSITY OF COLORADO CAMPUS.  THE STATION IS 1 BLOCK
 LL1331'SOUTH-SOUTHEAST OF A BRICK BUILDING KNOWN AS THE ENGINEERING
 LL1331'I BUILDING.  IT IS 68 FEET NORTH OF CENTERLINE OF AN EAST-WEST
 LL1331'ROAD AT SOUTH EDGE OF COLLEGE CAMPUS, 28 FEET WEST OF CENTERLINE
 LL1331'OF A COLLEGE DRIVE WHICH PASSES WEST OF THE ENGINEERING I
 LL1331'BUILDING AND EAST OF THE ENGINEERING III BUILDING, AND 55
 LL1331'FEET WEST OF MOST SOUTHERLY OF STEEL POWER LINE POLES ON
 LL1331'THE CAMPUS.  THE MARK PROJECTS 1 INCH.
 LL1331'
 LL1331'REFERENCE MARK NO. 1, IS NORTHEAST OF THE STATION.
 LL1331'IT IS 19.5 FEET EAST OF THE NORTH-SOUTH COLLEGE DRIVE WHICH
 LL1331'PASSES TO THE EAST OF THE STATION.  THE MARK PROJECTS 4 INCHES.
 LL1331'
 LL1331'*REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION.  IT IS
 LL1331'ABOUT 3 FEET WEST OF CENTERLINE OF NORTH-SOUTH DRIVE, 38.4
 LL1331'FEET WEST-SOUTHWEST OF SOUTH POWER LINE (STEEL) POLE, AND
 LL1331'34 FEET NORTH OF INTERSECTION OF NORTH-SOUTH AND EAST-WEST
 LL1331'DRIVES.  THE MARK IS 3 INCHES BELOW THE SURFACE.  IT IS
 LL1331'SET IN A 6-INCH SQUARE CONCRETE POST.
 LL1331'
 LL1331'*THE AZIMUTH MARK IS ABOUT 0.25 MILE NORTH OF THE STATION,
 LL1331'85 FEET NORTH OF THE ENGINEERING III BUILDING (NORTHEAST
 LL1331'CORNER), 12 FEET WEST OF THE WEST EDGE OF SIDEWALK, AND 35
 LL1331'FEET NORTH OF NORTH EDGE OF EAST-WEST (PAVED) COLLEGE DRIVE
 LL1331'WHICH RUNS JUST NORTH OF THE ENGINEERING III BUILDING.  THE
 LL1331'MARK IS SET IN AN 8-INCH SQUARE RED SANDSTONE POST AND PROJECTS
 LL1331'8 INCHES.  THE MARK IS NOT VISIBLE BECAUSE OF SHRUBBERY.
 LL1331'
 LL1331'A 60-FOOT TOWER CLEARED ALL LINES.
 LL1331'
 LL1331'*REFERENCE MARK NO. 2 AND THE AZIMUTH MARK ARE STANDARD
 LL1331'UNITED STATES GEOLOGICAL SURVEY BENCH MARK DISKS SET AS
 LL1331'DESCRIBED IN THE DESCRIPTION AND UNSTAMPED.
 LL1331
 LL1331                          STATION RECOVERY (1964)
 LL1331
 LL1331'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 LL1331'STATION MARK--NO DESCRIPTION
 LL1331'
 LL1331'SEARCHED FOR BUT NOT FOUND.
 LL1331'
 LL1331'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--STATION
 LL1331'IS LOCATED IN THE SE PART OF CITY OF BOULDER IN THE SE CORNER
 LL1331'OF COLORADO UNIV. CAMPUS
 LL1331
 LL1331                          STATION RECOVERY (1967)
 LL1331
 LL1331'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 LL1331'A SEARCH WAS MADE FOR THIS MARK BUT IT WAS NOT RECOVERED.
 LL1331'THERE HAS BEEN SO MANY CHANGES IN THE AREA IT WAS DIFFICULT
 LL1331'TO DETERMINE THE EXACT SITE OF THE STATION.
 LL1331'
 LL1331'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BOULDER
 LL1331
 LL1331                          STATION RECOVERY (1970)
 LL1331
 LL1331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 LL1331'THE STATION AND ALL MARKS WERE SEARCHED FOR BUT NOT RECOVERED.
 LL1331'DUE TO CHANGES IN THE AREA THE MARKS WERE PROBABLY DESTROYED
 LL1331'BY BUILDING CONSTRUCTION.
 LL1331'
 LL1331'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BOULDER
 LL1331
 LL1331                          STATION RECOVERY (1998)
 LL1331
 LL1331'RECOVERY NOTE BY US POWER SQUADRON 1998
 LL1331'MARK NOT FOUND.
 LL1331
 LL1331                          STATION RECOVERY (2001)
 LL1331
 LL1331'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL1331'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1091 ***********************************************************************
 LL1091  DESIGNATION -  BOULDER 1
 LL1091  PID         -  LL1091
 LL1091  STATE/COUNTY-  CO/BOULDER
 LL1091  USGS QUAD   -  BOULDER (1979)
 LL1091
 LL1091                         *CURRENT SURVEY CONTROL
 LL1091  ___________________________________________________________________
 LL1091* NAD 83(1986)-  40 00 55.     (N)    105 16 49.     (W)     SCALED    
 LL1091* NAVD 88     -      1630.515  (meters)    5349.45   (feet)  ADJUSTED  
 LL1091  ___________________________________________________________________
 LL1091  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 LL1091  DYNAMIC HT  -        1628.950 (meters)    5344.31  (feet)  COMP
 LL1091  MODELED GRAV-     979,609.6   (mgal)                       NAVD 88
 LL1091
 LL1091  VERT ORDER  -  FIRST     CLASS II
 LL1091
 LL1091.The horizontal coordinates were scaled from a topographic map and have
 LL1091.an estimated accuracy of +/- 6 seconds.
 LL1091
 LL1091.The orthometric height was determined by differential leveling
 LL1091.and adjusted by the National Geodetic Survey in June 1991..
 LL1091
 LL1091.The geoid height was determined by GEOID03.
 LL1091
 LL1091.The dynamic height is computed by dividing the NAVD 88
 LL1091.geopotential number by the normal gravity value computed on the
 LL1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1091.degrees latitude (g = 980.6199 gals.).
 LL1091
 LL1091.The modeled gravity was interpolated from observed gravity values.
 LL1091
 LL1091;                    North         East    Units  Estimated Accuracy
 LL1091;SPC CO N     -   380,540.      933,160.      MT  (+/- 180 meters Scaled)
 LL1091
 LL1091                          SUPERSEDED SURVEY CONTROL
 LL1091
 LL1091  NGVD 29 (??/??/??) 1629.559  (m)         5346.31   (f) ADJUSTED    1 2
 LL1091
 LL1091.Superseded values are not recommended for survey control.
 LL1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1091.See file dsdata.txt to determine how the superseded data were derived.
 LL1091
 LL1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE760294(NAD 83)
 LL1091_MARKER: DB = BENCH MARK DISK
 LL1091_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LL1091_SP_SET: SIDEWALK
 LL1091_STAMPING: BOULDER NO 1 1965
 LL1091_MARK LOGO: USGS  
 LL1091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1091_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LL1091+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2005
 LL1091
 LL1091  HISTORY     - Date     Condition        Report By
 LL1091  HISTORY     - 1965     MONUMENTED       USGS
 LL1091  HISTORY     - 1984     GOOD             NGS
 LL1091  HISTORY     - 19910623 GOOD             USPSQD
 LL1091  HISTORY     - 19980928 GOOD             USPSQD
 LL1091  HISTORY     - 20010331 GOOD             NGS
 LL1091  HISTORY     - 20020910 GOOD             USPSQD
 LL1091  HISTORY     - 20050912 GOOD             USPSQD
 LL1091
 LL1091                          STATION DESCRIPTION
 LL1091
 LL1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1091'IN BOULDER.
 LL1091'IN BOULDER, AT 1778 BROADWAY STREET, IN THE SIDEWALK AT THE EAST
 LL1091'ENTRANCE TO THE MUNICIPAL BUILDING, 4.2 METERS (13.8 FT) SOUTH OF THE
 LL1091'NORTHEAST CORNER OF THE ENTRANCE, 2.9 METERS (9.5 FT) NORTH OF THE
 LL1091'SOUTHEAST CORNER OF THE ENTRANCE, AND 0.5 METER (1.6 FT) EAST OF THE
 LL1091'EAST FACE OF THE ENTRANCE.
 LL1091'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
 LL1091
 LL1091                          STATION RECOVERY (1991)
 LL1091
 LL1091'RECOVERY NOTE BY US POWER SQUADRON 1991 (RA)
 LL1091'RECOVERED IN GOOD CONDITION.
 LL1091
 LL1091                          STATION RECOVERY (1998)
 LL1091
 LL1091'RECOVERY NOTE BY US POWER SQUADRON 1998
 LL1091'RECOVERED IN GOOD CONDITION.
 LL1091
 LL1091                          STATION RECOVERY (2001)
 LL1091
 LL1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL1091'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL1091
 LL1091                          STATION RECOVERY (2002)
 LL1091
 LL1091'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 LL1091'RECOVERED IN GOOD CONDITION.
 LL1091
 LL1091                          STATION RECOVERY (2005)
 LL1091
 LL1091'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 LL1091'ADDRESS SHOULD BE CHANGED TO 1777 BROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1399 ***********************************************************************
 LL1399  DESIGNATION -  BOULDER BETASSO GREEN TANK
 LL1399  PID         -  LL1399
 LL1399  STATE/COUNTY-  CO/BOULDER
 LL1399  USGS QUAD   -  BOULDER (1979)
 LL1399
 LL1399                         *CURRENT SURVEY CONTROL
 LL1399  ___________________________________________________________________
 LL1399* NAD 83(1992)-  40 00 41.20436(N)    105 20 04.12557(W)     ADJUSTED  
 LL1399* NAVD 88     -                                                        
 LL1399  ___________________________________________________________________
 LL1399  LAPLACE CORR-         -22.86  (seconds)                    DEFLEC99
 LL1399  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 LL1399
 LL1399  HORZ ORDER  -  THIRD
 LL1399
 LL1399.The horizontal coordinates were established by classical geodetic methods
 LL1399.and adjusted by the National Geodetic Survey in January 1993..
 LL1399
 LL1399
 LL1399.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1399
 LL1399.The geoid height was determined by GEOID03.
 LL1399
 LL1399;                    North         East     Units Scale Factor Converg.
 LL1399;SPC CO N     -   380,104.482   928,533.422   MT  0.99996552   +0 06 25.0
 LL1399;SPC CO N     - 1,247,059.45  3,046,363.40   sFT  0.99996552   +0 06 25.0
 LL1399;UTM  13      - 4,429,081.148   471,453.684   MT  0.99961003   -0 12 54.2
 LL1399
 LL1399                          SUPERSEDED SURVEY CONTROL
 LL1399
 LL1399  NAD 83(1986)-  40 00 41.19180(N)    105 20 04.10156(W) AD(       ) 4
 LL1399
 LL1399.Superseded values are not recommended for survey control.
 LL1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1399.See file dsdata.txt to determine how the superseded data were derived.
 LL1399
 LL1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE7145429081(NAD 83)
 LL1399_MARKER: 53 = ELEVATED TANK
 LL1399
 LL1399  HISTORY     - Date     Condition        Report By
 LL1399  HISTORY     - 1985     FIRST OBSERVED   NGS
 LL1399
 LL1399                          STATION DESCRIPTION
 LL1399
 LL1399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 LL1399'THE STATION IS LOCATED ABOUT 4.7 KM (2.9 MI) WEST OF BOULDER AT THE
 LL1399'BETASSO FILTRATION PLANT AND IN THE NORTHWEST QUARTER OF SECTION 34,
 LL1399'T 1 N, R 71 W.
 LL1399'
 LL1399'THE TOP CENTER OF THE VENT OF THE TANK WAS INTERSECTED.  THE TANK IS
 LL1399'GREEN IN COLOR AND ABOUT 60 FT HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2151 ***********************************************************************
 AI2151  CORS        -  This is a GPS Continuously Operating Reference Station.
 AI2151  DESIGNATION -  BOULDER CORS ARP
 AI2151  CORS_ID     -  DSRC
 AI2151  PID         -  AI2151
 AI2151  STATE/COUNTY-  CO/BOULDER
 AI2151  USGS QUAD   -  ELDORADO SPRINGS (1994)
 AI2151
 AI2151                         *CURRENT SURVEY CONTROL
 AI2151  ___________________________________________________________________
 AI2151* NAD 83(CORS)-  39 59 29.12991(N)    105 15 39.67589(W)     ADJUSTED  
 AI2151* NAVD 88     -      1672.9    (meters)    5489.     (feet)  GPS OBS   
 AI2151  ___________________________________________________________________
 AI2151  EPOCH DATE  -        2002.00
 AI2151  X           -  -1,288,338.062 (meters)                     COMP
 AI2151  Y           -  -4,721,989.893 (meters)                     COMP
 AI2151  Z           -   4,078,321.195 (meters)                     COMP
 AI2151  ELLIP HEIGHT-        1657.20  (meters)          (03/??/02) GPS OBS
 AI2151  GEOID HEIGHT-         -15.69  (meters)                     GEOID03
 AI2151
 AI2151  HORZ ORDER  -  SPECIAL (CORS)
 AI2151  ELLP ORDER  -  SPECIAL (CORS)
 AI2151
 AI2151.ITRF positions are available for this station.
 AI2151.The coordinates were established by GPS observations
 AI2151.and adjusted by the National Geodetic Survey in March 2002..
 AI2151.The coordinates are valid at the epoch date displayed above.
 AI2151.The epoch date for horizontal control is a decimal equivalence
 AI2151.of Year/Month/Day.
 AI2151
 AI2151.The orthometric height was determined by GPS observations and a
 AI2151.high-resolution geoid model.
 AI2151
 AI2151.The PID for the CORS L1 Phase Center is AJ7970.
 AI2151
 AI2151.The XYZ, and position/ellipsoidal ht. are equivalent.
 AI2151
 AI2151.The ellipsoidal height was determined by GPS observations
 AI2151.and is referenced to NAD 83.
 AI2151
 AI2151.The geoid height was determined by GEOID03.
 AI2151
 AI2151;                    North         East     Units Scale Factor Converg.
 AI2151;SPC CO N     -   377,895.880   934,811.015   MT  0.99996703   +0 09 15.9
 AI2151;SPC CO N     - 1,239,813.40  3,066,959.14   sFT  0.99996703   +0 09 15.9
 AI2151
 AI2151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2151!SPC CO N     -   0.99974009  x   0.99996703  =   0.99970713
 AI2151
 AI2151                          SUPERSEDED SURVEY CONTROL
 AI2151
 AI2151  NAD 83(CORS)-  39 59 29.12933(N)    105 15 39.67615(W) AD(1997.00) c
 AI2151  ELLIP H (10/??/99) 1657.20   (m)                       GP(1997.00) c c
 AI2151
 AI2151.Superseded values are not recommended for survey control.
 AI2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2151.See file dsdata.txt to determine how the superseded data were derived.
 AI2151
 AI2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE7771726838(NAD 83)
 AI2151_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AI2151
 AI2151                          STATION DESCRIPTION
 AI2151
 AI2151'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AI2151'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AI2151'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AI2151'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AI2151'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AI2151'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7970 ***********************************************************************
 AJ7970  CORS        -  This is a GPS Continuously Operating Reference Station.
 AJ7970  DESIGNATION -  BOULDER CORS L1 PHASE CENTER
 AJ7970  CORS_ID     -  DSRC
 AJ7970  PID         -  AJ7970
 AJ7970  STATE/COUNTY-  CO/BOULDER
 AJ7970  USGS QUAD   -  ELDORADO SPRINGS (1994)
 AJ7970
 AJ7970                         *CURRENT SURVEY CONTROL
 AJ7970  ___________________________________________________________________
 AJ7970* NAD 83(CORS)-  39 59 29.12990(N)    105 15 39.67584(W)     ADJUSTED  
 AJ7970* NAVD 88     -                                                        
 AJ7970  ___________________________________________________________________
 AJ7970  EPOCH DATE  -        2002.00
 AJ7970  X           -  -1,288,338.075 (meters)                     COMP
 AJ7970  Y           -  -4,721,989.945 (meters)                     COMP
 AJ7970  Z           -   4,078,321.239 (meters)                     COMP
 AJ7970  ELLIP HEIGHT-        1657.27  (meters)          (03/??/02) GPS OBS
 AJ7970  GEOID HEIGHT-         -15.69  (meters)                     GEOID03
 AJ7970
 AJ7970  HORZ ORDER  -  SPECIAL (CORS)
 AJ7970  ELLP ORDER  -  SPECIAL (CORS)
 AJ7970
 AJ7970.ITRF positions are available for this station.
 AJ7970.The coordinates were established by GPS observations
 AJ7970.and adjusted by the National Geodetic Survey in March 2002..
 AJ7970.The coordinates are valid at the epoch date displayed above.
 AJ7970.The epoch date for horizontal control is a decimal equivalence
 AJ7970.of Year/Month/Day.
 AJ7970
 AJ7970
 AJ7970.The PID for the CORS ARP is AI2151.
 AJ7970
 AJ7970.The XYZ, and position/ellipsoidal ht. are equivalent.
 AJ7970
 AJ7970.The ellipsoidal height was determined by GPS observations
 AJ7970.and is referenced to NAD 83.
 AJ7970
 AJ7970.The geoid height was determined by GEOID03.
 AJ7970
 AJ7970;                    North         East     Units Scale Factor Converg.
 AJ7970;SPC CO N     -   377,895.880   934,811.017   MT  0.99996703   +0 09 15.9
 AJ7970;SPC CO N     - 1,239,813.40  3,066,959.14   sFT  0.99996703   +0 09 15.9
 AJ7970
 AJ7970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7970!SPC CO N     -   0.99974008  x   0.99996703  =   0.99970712
 AJ7970
 AJ7970                          SUPERSEDED SURVEY CONTROL
 AJ7970
 AJ7970  NAD 83(CORS)-  39 59 29.12932(N)    105 15 39.67610(W) AD(1997.00) c
 AJ7970  ELLIP H (10/??/99) 1657.28   (m)                       GP(1997.00) c c
 AJ7970
 AJ7970.Superseded values are not recommended for survey control.
 AJ7970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7970.See file dsdata.txt to determine how the superseded data were derived.
 AJ7970
 AJ7970_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE7771726838(NAD 83)
 AJ7970_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AJ7970
 AJ7970                          STATION DESCRIPTION
 AJ7970
 AJ7970'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AJ7970'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AJ7970'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AJ7970'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AJ7970'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AJ7970'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1400 ***********************************************************************
 LL1400  DESIGNATION -  BOULDER FLAGSTAFF MTN FLAGPOLE
 LL1400  PID         -  LL1400
 LL1400  STATE/COUNTY-  CO/BOULDER
 LL1400  USGS QUAD   -  BOULDER (1979)
 LL1400
 LL1400                         *CURRENT SURVEY CONTROL
 LL1400  ___________________________________________________________________
 LL1400* NAD 83(1992)-  40 00 13.41948(N)    105 18 04.12892(W)     ADJUSTED  
 LL1400* NAVD 88     -                                                        
 LL1400  ___________________________________________________________________
 LL1400  LAPLACE CORR-         -23.24  (seconds)                    DEFLEC99
 LL1400  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 LL1400
 LL1400  HORZ ORDER  -  THIRD
 LL1400
 LL1400.The horizontal coordinates were established by classical geodetic methods
 LL1400.and adjusted by the National Geodetic Survey in January 1993..
 LL1400
 LL1400
 LL1400.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1400
 LL1400.The geoid height was determined by GEOID03.
 LL1400
 LL1400;                    North         East     Units Scale Factor Converg.
 LL1400;SPC CO N     -   379,253.392   931,381.147   MT  0.99996609   +0 07 42.5
 LL1400;SPC CO N     - 1,244,267.17  3,055,706.31   sFT  0.99996609   +0 07 42.5
 LL1400;UTM  13      - 4,428,214.374   474,295.566   MT  0.99960813   -0 11 36.9
 LL1400
 LL1400                          SUPERSEDED SURVEY CONTROL
 LL1400
 LL1400  NAD 83(1986)-  40 00 13.40532(N)    105 18 04.08766(W) AD(       ) 4
 LL1400
 LL1400.Superseded values are not recommended for survey control.
 LL1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1400.See file dsdata.txt to determine how the superseded data were derived.
 LL1400
 LL1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE7429628214(NAD 83)
 LL1400_MARKER: 83 = FLAGSTAFF
 LL1400_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LL1400+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2003
 LL1400
 LL1400  HISTORY     - Date     Condition        Report By
 LL1400  HISTORY     - 1985     FIRST OBSERVED   NGS
 LL1400  HISTORY     - 19971030 GOOD             USPSQD
 LL1400  HISTORY     - 20010331 GOOD             NGS
 LL1400  HISTORY     - 20030712 GOOD             USPSQD
 LL1400
 LL1400                          STATION DESCRIPTION
 LL1400
 LL1400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 LL1400'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) SOUTHWEST OF BOULDER,
 LL1400'1.0 KM (0.6 MI) SOUTH OF BOULDER CANYON, 0.6 KM (0.4 MI)
 LL1400'EAST-NORTHEAST OF THE HIGH POINT OF THE MOUNTAIN AND  IN THE
 LL1400'SOUTHEAST QUARTER OF SECTION 35, T 1 N, R 71 W.
 LL1400'
 LL1400'THE CENTER OF THE CAP OF THE FLAGPOLE WAS OBSERVED.  THE FLAGPOLE
 LL1400'IS PAINTED SILVER AND IS LOCATED ON THE EASTERN MOST SIDE OF THE
 LL1400'MOUNTAIN AND NOT ON THE HIGHEST PART OF THE HILL.  THE POLE IS
 LL1400'ABOUT 50 FT TALL.
 LL1400
 LL1400                          STATION RECOVERY (1997)
 LL1400
 LL1400'RECOVERY NOTE BY US POWER SQUADRON 1997
 LL1400'RECOVERED IN GOOD CONDITION.
 LL1400
 LL1400                          STATION RECOVERY (2001)
 LL1400
 LL1400'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL1400'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL1400
 LL1400                          STATION RECOVERY (2003)
 LL1400
 LL1400'RECOVERY NOTE BY US POWER SQUADRON 2003 (KFJ)
 LL1400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1897 ***********************************************************************
 KK1897  DESIGNATION -  BOULDER RESET
 KK1897  PID         -  KK1897
 KK1897  STATE/COUNTY-  CO/BOULDER
 KK1897  USGS QUAD   -  ELDORADO SPRINGS (1994)
 KK1897
 KK1897                         *CURRENT SURVEY CONTROL
 KK1897  ___________________________________________________________________
 KK1897* NAD 83(1992)-  39 57 36.91689(N)    105 17 42.59642(W)     ADJUSTED  
 KK1897* NAVD 88     -      2577.0    (meters)    8455.     (feet)  VERTCON   
 KK1897  ___________________________________________________________________
 KK1897  LAPLACE CORR-         -23.45  (seconds)                    DEFLEC99
 KK1897  GEOID HEIGHT-         -15.32  (meters)                     GEOID03
 KK1897
 KK1897  HORZ ORDER  -  FIRST
 KK1897
 KK1897.The horizontal coordinates were established by classical geodetic methods
 KK1897.and adjusted by the National Geodetic Survey in January 1993..
 KK1897
 KK1897.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1897
 KK1897.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1897
 KK1897.The geoid height was determined by GEOID03.
 KK1897
 KK1897;                    North         East     Units Scale Factor Converg.
 KK1897;SPC CO N     -   374,427.736   931,903.012   MT  0.99996963   +0 07 56.5
 KK1897;SPC CO N     - 1,228,435.00  3,057,418.47   sFT  0.99996963   +0 07 56.5
 KK1897;SPC CO C     -   540,937.235   931,904.391   MT  1.00004837   +0 07 45.1
 KK1897;SPC CO C     - 1,774,724.91  3,057,422.99   sFT  1.00004837   +0 07 45.1
 KK1897;UTM  13      - 4,423,387.599   474,790.126   MT  0.99960782   -0 11 22.5
 KK1897
 KK1897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1897!SPC CO N     -   0.99959828  x   0.99996963  =   0.99956793
 KK1897!SPC CO C     -   0.99959828  x   1.00004837  =   0.99964663
 KK1897!UTM  13      -   0.99959828  x   0.99960782  =   0.99920626
 KK1897
 KK1897:                Primary Azimuth Mark                     Grid Az
 KK1897:SPC CO N     -  LOVELAND TALL RED BRICK CHIM             021 52 41.1
 KK1897:SPC CO C     -  LOVELAND TALL RED BRICK CHIM             021 52 52.5
 KK1897:UTM  13      -  LOVELAND TALL RED BRICK CHIM             022 12 00.1
 KK1897
 KK1897|---------------------------------------------------------------------|
 KK1897| PID    Reference Object                     Distance      Geod. Az  |
 KK1897|                                                           dddmmss.s |
 KK1897| LL1313 LOVELAND TALL RED BRICK CHIM        APPROX.53.0 KM 0220037.6 |
 KK1897| LL1312 LOVELAND TALL WHITE CHIMNEY         APPROX.53.1 KM 0220309.0 |
 KK1897| CP7506 BOULDER RM 2                          7.248 METERS 07832     |
 KK1897| KK1797 ENERGY                              APPROX.12.3 KM 1165907.3 |
 KK1897| KK1752 WESTMINSTER SCHOOLHOUSE BELFRY      APPROX.25.8 KM 1190426.1 |
 KK1897| KK1736 DENVER GRANT SMELTER CHIMNEY        APPROX.34.3 KM 1262629.7 |
 KK1897| KK1706 DENVER DANIELS AND FISHERS TWR      APPROX.34.8 KM 1322928.2 |
 KK1897| KK1709 DENVER STATE CAPITOL DOME           APPROX.36.2 KM 1323831.8 |
 KK1897| KK1708 DENVER COUNTY COURTHOUSE DOME       APPROX.35.6 KM 1324119.4 |
 KK1897| KK1707 DENVER UNIV OBSERVATORY DOME        APPROX.43.1 KM 1370048.7 |
 KK1897| KK1807 DENVER LORETTA HEIGHTS SCHOOL       APPROX.40.3 KM 1451709.1 |
 KK1897| CP7507 BOULDER RM                            4.442 METERS 18900     |
 KK1897| CP7505 BOULDER RP CROSS                      1.878 METERS 27008     |
 KK1897| CP7504 BOULDER AZ MK                                      2985602.3 |
 KK1897|---------------------------------------------------------------------|
 KK1897
 KK1897                          SUPERSEDED SURVEY CONTROL
 KK1897
 KK1897  NAD 83(1986)-  39 57 36.91197(N)    105 17 42.59215(W) AD(       ) 1
 KK1897  NAD 27      -  39 57 36.95700(N)    105 17 40.63100(W) AD(       ) 1
 KK1897  NGVD 29 (07/19/86) 2575.9    (m)         8451.     (f) VERT ANG       
 KK1897
 KK1897.Superseded values are not recommended for survey control.
 KK1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1897.See file dsdata.txt to determine how the superseded data were derived.
 KK1897
 KK1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE7479023388(NAD 83)
 KK1897_MARKER: DD = SURVEY DISK
 KK1897_SETTING: 80 = SET IN A BOULDER
 KK1897_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KK1897
 KK1897  HISTORY     - Date     Condition        Report By
 KK1897  HISTORY     - 1912     MONUMENTED       USGS
 KK1897  HISTORY     - 1934     GOOD             CGS
 KK1897  HISTORY     - 1935     GOOD             CGS
 KK1897  HISTORY     - 1939     GOOD             CGS
 KK1897  HISTORY     - 1948     GOOD             USGS
 KK1897  HISTORY     - 1960     GOOD             USGS
 KK1897  HISTORY     - 1968     GOOD             CGS
 KK1897  HISTORY     - 1977     GOOD             NGS
 KK1897
 KK1897                          STATION DESCRIPTION
 KK1897
 KK1897'DESCRIBED BY US GEOLOGICAL SURVEY 1912 (CVH)
 KK1897'THIS STATION IS IDENTICAL WITH THE UNITED STATES GEOLOGICAL
 KK1897'SURVEY STATION OF THE SAME NAME.  IT IS ABOUT 4 MILES DIRECT
 KK1897'AND 9 MILES BY ROAD AND TRAIL FROM THE TOWN OF BOULDER, ON
 KK1897'THE NORTHEASTERN ONE OF THE TWO PEAKS LOCALLY KNOWN AS SOUTH
 KK1897'BOULDER PEAK, BETWEEN SOUTH BOULDER AND BEAR CANYONS.  THE
 KK1897'STATION IS MARKED BY A UNITED STATES GEOLOGICAL SURVEY BRONZE
 KK1897'TABLET SET IN SOLID ROCK.  A REFERENCE MARK
 KK1897'IS 0.43 METER ABOVE THE STATION AND 4.454 METERS (14.61
 KK1897'FEET) DISTANT.  A CROSS CUT IN THE
 KK1897'SOLID ROCK 1 METER ABOVE THE STATION AND 0.08 METER BELOW
 KK1897'THE TOP OF THE HIGHEST ROCK ON THE PEAK IS 1.88 METERS (6.2
 KK1897'FEET), FROM THE STATION.  BEARING
 KK1897'OBSERVATIONS WERE MADE AT THIS STATION.
 KK1897
 KK1897                          STATION RECOVERY (1934)
 KK1897
 KK1897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (VOC)
 KK1897'THIS STATION IS ABOUT 4 MILES DIRECT AND 9 MILES BY ROAD AND
 KK1897'TRAIL FROM THE TOWN OF BOULDER, IN THE SOUTHWEST PART OF SEC.
 KK1897'13, T. 1 S., R. 71 W. OF THE 6TH PRINCIPLE MERIDIAN ON THE
 KK1897'NORTHEASTERN PART OF BOULDER MOUNTAIN BEING THE SHARP BARREN
 KK1897'PEAK KNOWN LOCALLY AS BEAR PEAK, BETWEEN SOUTH BOULDER AND
 KK1897'BEAR CANYONS.
 KK1897'
 KK1897'THE REFERENCE MARK AS DESCRIBED IN SPECIAL PUBLICATION 160 IS
 KK1897'CORRECT.
 KK1897'
 KK1897'NOTE--STATION IS SHOWN ON WRONG PEAK DENVER QUADRANGLE UNITED
 KK1897'STATES GEOLOGICAL SURVEY.  (EDITION OF FEB. 1901, REPRINTED
 KK1897'1932).
 KK1897'
 KK1897'CORRECT POSITION SHOWN ON MAP.  ROOSEVELT NATIONAL FOREST,
 KK1897'COLORADO.  1932 MAP COMPILED BY FOREST SERVICE, DENVER.
 KK1897
 KK1897                          STATION RECOVERY (1935)
 KK1897
 KK1897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 KK1897'THE STATION WAS RECOVERED AS DESCRIBED BY C.V.H. IN 1912.
 KK1897'A REVISED DESCRIPTION OF THE STATION FOLLOWS--
 KK1897'
 KK1897'THE STATION IS LOCATED ABOUT 4 MILES SOUTH-SOUTHWEST OF BOULDER
 KK1897'AND IS ON THE NORTHEASTERLY ONE OF TWO PEAKS OF THE MOUNTAIN
 KK1897'WHICH IS LOCALLY KNOWN AS BOULDER MOUNTAIN.  THE STATION
 KK1897'PEAK IS THE FIRST PEAK SOUTH OF BEAR CANYON AND IS BETWEEN
 KK1897'BEAR AND SOUTH BOULDER CANYONS.  THE STATION PEAK IS KNOWN
 KK1897'AS BEAR PEAK.
 KK1897'
 KK1897'THE STATION MARK IS A STANDARD UNITED STATES GEOLOGICAL SURVEY
 KK1897'BRONZE BENCH MARK AND TRIANGULATION STATION DISK WHICH IS
 KK1897'SET IN THE ROCK ON THE TOP OF THE PEAK.  THE MARK WAS RECOVERED
 KK1897'IN EXCELLENT CONDITION.
 KK1897'
 KK1897'A REFERENCE MARK IS SOUTH OF THE STATION.  THIS
 KK1897'MARK IS NOT STAMPED.  IT WAS RECOVERED IN EXCELLENT CONDITION.
 KK1897'
 KK1897'A CROSS IN BEDROCK WEST OF THE STATION IS THE OTHER REFERENCE
 KK1897'MARK FOR THIS STATION.
 KK1897'
 KK1897'AN AZIMUTH MARK, STAMPED BOULDER 1935, WAS SET.
 KK1897'IT IS WEST-NORTHWEST OF THE STATION AND IS ON A
 KK1897'PROMINENT, SHORT, BARE, ROCKY SPUR RIDGE THAT EXTENDS SOUTH FROM
 KK1897'RIDGE WHICH EXTENDS IN A GENERAL NORTHWESTERLY DIRECTION FROM
 KK1897'THE STATION PEAK.
 KK1897'
 KK1897'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 KK1897'
 KK1897'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 KK1897'119 AND 7, IN BOULDER, TURN LEFT AND GO SOUTH ON 12TH STREET,
 KK1897'0.35 MILE TO UNIVERSITY AVENUE.  TURN RIGHT AND GO WEST ON
 KK1897'UNIVERSITY AVENUE 1 BLOCK TO 11TH STREET.  THEN TURN LEFT AND
 KK1897'GO SOUTH ON 11TH STREET 0.65 MILE TO THE END OF 11TH STREET
 KK1897'AT A T-INTERSECTION.  HERE TURN RIGHT AND GO WEST ON GRAVELLED
 KK1897'ROAD 0.7 MILE TO A FORK WHICH IS JUST WEST OF A SMALL BRIDGE.
 KK1897'TAKE THE RIGHT FORK AND FOLLOW MAIN ROAD UP SIDE OF MOUNTAIN
 KK1897'2.85 MILES TO A POINT WHERE THERE ARE THREE FORKS IN THE
 KK1897'ROAD, TAKE THE EXTREME LEFT FORK AND FOLLOW ROAD 0.1 MILE TO
 KK1897'A FORK.  TAKE THE LEFT FORK, MAIN ROAD, AND CONTINUE UP GRADE
 KK1897'0.6 MILE TO MIDWAY SPRING ON THE LEFT SIDE OF THE ROAD.
 KK1897'CONTINUE UP GRADE, ON MAIN ROAD, 1.3 MILES TO JACK
 KK1897'KOSSLERS RANCH HOUSE ON THE LEFT SIDE OF THE ROAD.  HERE
 KK1897'LEAVE MAIN ROAD, TURN LEFT, PASS THROUGH GATE ABOUT 20 YARDS
 KK1897'SOUTH OF KOSSLERS HOUSE, AND FOLLOW TRACK ROAD ALONG FENCE
 KK1897'TOWARD TWO HIGH ROCKY PEAKS, WHICH CAN BE SEEN FROM THE
 KK1897'ABOVE GATE (THE STATION IS ON THE LEFT PEAK), 0.25 MILE TO
 KK1897'A GATE.  PASS THROUGH GATE AND CONTINUE 0.5 MILE TO A FORK.
 KK1897'TAKE THE LEFT FORK, PASS THROUGH GATE, AND CONTINUE 0.35
 KK1897'MILE TO A GATE.  PASS THROUGH GATE AND CONTINUE 0.35 MILE TO A
 KK1897'GATE, PASS THROUGH GATE AND CONTINUE 0.3 MILE TO GATE, PASS
 KK1897'THROUGH GATE AND CONTINUE ABOUT 30 YARDS TO THE END OF TRUCK
 KK1897'TRAVEL IN CLEARING.  FROM THIS POINT PACK ALONG
 KK1897'RIDGE ON PLAIN TRAIL TO THE END OF THE TIMBER.  THEN GO UP
 KK1897'STEEP ROCKY SLOPE TO THE TOP OF BEAR PEAK AND STATION.  AN
 KK1897'HOUR PACK.  WATER AT KOSSLERS RANCH AND SUPPLIES AT BOULDER.
 KK1897
 KK1897                          STATION RECOVERY (1939)
 KK1897
 KK1897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FGJ)
 KK1897'RECOVERED AS DESCRIBED BY C.V.H. IN 1912 AND AS DESCRIBED BY
 KK1897'W.R.P. IN 1935.  THE DETAILED DESCRIPTION FOLLOWS.
 KK1897'
 KK1897'LOCATED ABOUT 4 MILES SOUTH-SOUTHWEST OF BOULDER, COLORADO,
 KK1897'ON THE NORTHEASTERLY ONE OF TWO PEAKS OF THE MOUNTAIN WHICH IS
 KK1897'LOCALLY KNOWN AS BOULDER MOUNTAIN.  THE STATION PEAK IS THE
 KK1897'FIRST PEAK SOUTH OF BEAR CANYON AND IS BETWEEN BEAR AND SOUTH
 KK1897'BOULDER CANYONS.  IT IS KNOWN AS BEAR PEAK.
 KK1897'
 KK1897'THE STATION MARK IS A STANDARD UNITED STATES GEOLOGICAL SURVEY
 KK1897'BRONZE BENCH MARK AND TRIANGULATION STATION DISK WHICH IS SET
 KK1897'IN BEDROCK ON THE TOP OF THE PEAK.
 KK1897'
 KK1897'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 KK1897'119 AND 7 IN BOULDER, TURN LEFT AND GO SOUTH ON 12TH STREET FOR
 KK1897'0.35 MILE TO UNIVERSITY AVENUE.  TURN RIGHT AND GO WEST 1
 KK1897'BLOCK TO 11TH STREET.  TURN LEFT ON 11TH STREET AND GO SOUTH
 KK1897'0.65 MILE TO END OF STREET AT A T-INTERSECTION.  TURN RIGHT AND
 KK1897'GO WEST 0.7 MILE TO A FORK JUST WEST OF A SMALL BRIDGE.  KEEP
 KK1897'RIGHT FORK AND FOLLOW MAIN ROAD UP MOUNTAIN SIDE 2.85 MILES
 KK1897'TO A POINT WHERE THERE ARE THREE FORKS IN THE ROAD.  TAKE
 KK1897'EXTREME LEFT FORK FOR 0.1 MILE TO A FORK.  TAKE LEFT FORK AND
 KK1897'FOLLOW MAIN ROAD 1.9 MILES TO JACK KOSSLERS RANCH HOUSE ON
 KK1897'THE LEFT SIDE OF THE ROAD.  TURN LEFT OFF MAIN ROAD.  PASS
 KK1897'THROUGH GATE ABOUT 20 YARDS SOUTH OF RANCH HOUSE.  AND FOLLOW
 KK1897'TRACK ROAD ALONG FENCE TOWARD TWO HIGH ROCKY PEAKS, WHICH
 KK1897'CAN BE SEEN FROM THE ABOVE GATE (THE STATION IS ON THE
 KK1897'LEFT PEAK), 0.25 MILE TO A GATE.  PASS THROUGH GATE
 KK1897'AND CONTINUE 0.05 MILE TO A FORK.  TAKE LEFT FORK, PASS
 KK1897'THROUGH GATE, CONTINUE 0.35 MILE TO GATE AND CONTINUE 0.35
 KK1897'MILE TO ANOTHER GATE.  PASS THROUGH GATE AND CONTINUE 0.3
 KK1897'MILE TO GATE.  PASS THROUGH GATE AND CONTINUE 30 YARDS TO END
 KK1897'OF TRUCK TRAVEL IN CLEARING.  FROM THIS POINT PACK ALONG RIDGE
 KK1897'ON PLAIN TRAIL TO END OF TIMBER.  THEN GO UP STEEP ROCKY
 KK1897'SLOPE TO TOP OF PEAK AND THE STATION.  TWO HOUR PACK.
 KK1897
 KK1897                          STATION RECOVERY (1948)
 KK1897
 KK1897'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 KK1897'STATION IS LOCATED ABOUT 4.0 MI. SSW. OF BOULDER, COLORADO, ON THE NE.
 KK1897'OF TWO PEAKS OF THE MOUNTAIN WHICH IS LOCALLY KNOWN AS --BOULDER
 KK1897'MOUNTAIN--.  THE STATION PEAK IS THE FIRST PEAK S. OF BEAR CANYON,
 KK1897'AND IS BETWEEN BEAR AND SOUTH BOULDER CANYONS.  IT IS KNOWN AS --BEAR
 KK1897'PEAK--.
 KK1897'
 KK1897'TO REACH STATION FROM INTERSECTION OF STATE HIGHWAYS 119 AND 7 IN
 KK1897'BOULDER, TURN LEFT AND GO S. ON 12TH STREET FOR 0.35 MI. TO
 KK1897'UNIVERSITY AVENUE, TURN RIGHT AND GO W. ONE BLOCK ON UNIVERSITY
 KK1897'AVENUE TO 11TH STREET.  TURN LEFT ON 11TH STREET AND GO S. 0.65 MI.
 KK1897'TO END OF STREET TO A T-INTERSECTION.  HERE TURN RIGHT AND GO W.
 KK1897'ON GRAVELED RD. 0.7 MI. TO A FORK WHICH IS JUST W. OF A SMALL BRIDGE.
 KK1897'TAKE THE RIGHT FORK AND FOLLOW MAIN RD. UP SIDE OF MOUNTAIN 2.85 MI.
 KK1897'TO A POINT WHERE THERE ARE THREE FORKS IN THE RD., TAKE THE EXTREME
 KK1897'LEFT FORK AND FOLLOW RD. 0.1 MI. TO A FORK, TAKE LEFT FORK, MAIN RD.,
 KK1897'AND CONTINUE UP GRADE 0.6 MI. TO MIDWAY SPRING ON THE LEFT SIDE OF
 KK1897'THE RD., CONTINUE UP GRADE, ON MAIN RD., 1.3 MI. TO JACK KOSSLERS
 KK1897'RANCH HOUSE ON THE LEFT SIDE OF THE RD.  HERE LEAVE MAIN RD., TURN
 KK1897'LEFT, PASS THROUGH GATE ABOUT 20 YDS. S. OF KOSSLERS HOUSE, AND
 KK1897'FOLLOW TRACK RD. ALONG FENCE TOWARD TWO HIGH ROCKY PEAKS, WHICH CAN
 KK1897'BE SEEN FROM THE ABOVE GATE (THE STATION IS ON THE LEFT PEAK), 0.25
 KK1897'MI. TO A GATE.  PASS THROUGH GATE, AND CONTINUE 0.05 MI. TO A FORK.
 KK1897'TAKE THE LEFT FORK, PASS THROUGH GATE, AND CONTINUE 0.35 MI. TO A
 KK1897'GATE.  PASS THROUGH GATE AND CONTINUE 0.35 MI. TO ANOTHER GATE, PASS
 KK1897'THROUGH GATE AND CONTINUE 0.3 MI. TO GATE, PASS THROUGH GATE AND
 KK1897'CONTINUE ABOUT 30 YDS. TO THE END OF TRUCK TRAVEL IN CLEARING.  FROM
 KK1897'THIS POINT PACK ALONG RIDGE ON PLAIN TRAIL TO THE END OF THE TIMBER.
 KK1897'THEN GO UP STEEP ROCKY SLOPE TO THE TOP OF BEAR PEAK AND STATION.  AN
 KK1897'HOUR PACK.
 KK1897'
 KK1897'STATION MARK--STANDARD USGS BRONZE TABLET AND TRIANGULATION STATION
 KK1897'DISK, WHICH IS SET IN BEDROCK ON TOP OF THE PEAK.
 KK1897
 KK1897                          STATION RECOVERY (1960)
 KK1897
 KK1897'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 KK1897'RECOVERED AS DESCRIBED.
 KK1897
 KK1897                          STATION RECOVERY (1968)
 KK1897
 KK1897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRK)
 KK1897'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED ABOUT
 KK1897'4 MILES SOUTH-SOUTH WEST OF BOULDER, ON THE SOUTHEASTERLY
 KK1897'ONE OF TWO PEAKS OF THE MOUNTAIN WHICH IS LOCALLY KNOWN AS
 KK1897'BOULDER MOUNTAIN.  THE STATION PEAK IS THE FIRST PEAK SOUTH
 KK1897'OF BEAR CANYON AND IS BETWEEN BEAR AND SOUTH BOULDER CANYONS.
 KK1897'IT IS KNOWN AS BEAR PEAK.
 KK1897'
 KK1897'THE STATION MARK IS A STANDARD UNITED STATES GEOLOGICAL SURVEY
 KK1897'BRONZE BENCH MARK AND TRIANGULATION STATION DISK SET IN BED ROCK
 KK1897'ON THE TOP OF THE PEAK.
 KK1897'
 KK1897'THE USGS REFERENCE MARK IS SET IN A DRILL HOLE IN A 4 FOOT BY
 KK1897'5 FOOT OUTCROPPING BED ROCK, STAMPED, BOULDER 1948 2.
 KK1897'
 KK1897'AZIMUTH MARK, STAMPED, BOULDER 1935, IS WEST-NORTHWEST OF THE
 KK1897'STATION AND IS ON A PROMINENT, SHORT, BARE ROCKY SPUR RIDGE
 KK1897'THAT EXTENDS SOUTH FROM THE RIDGE WHICH EXTENDS IN A GENERAL
 KK1897'NORTHWESTERLY DIRECTION FROM THE STATION PEAK.
 KK1897'
 KK1897'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 119,
 KK1897'7, AND 93 AT THE MUNICIPAL BUILDING IN BOULDER, GO SOUTH ON
 KK1897'STATE HIGHWAY 93 (BROADWAY) FOR 0.4 MILE TO UNIVERSITY AVENUE.
 KK1897'TURN RIGHT AND GO WEST ON UNIVERSITY AVENUE FOR 1 BLOCK TO
 KK1897'11TH STREET.  TURN LEFT AND GO SOUTH ON 11TH STREET FOR 0.7
 KK1897'MILE TO A T-INTERSECTION.  TURN RIGHT AND GO WEST ON BASE LINE
 KK1897'ROAD FOR 0.65 MILE TO A SIDE ROAD LEFT AT THE WEST END OF
 KK1897'A SMALL STONE BRIDGE.  KEEP RIGHT, STRAIGHT AHEAD UP THE SIDE
 KK1897'OF THE MOUNTAIN ON THE MAIN PAVED ROAD FOR 2.85 MILE TO A
 KK1897'4-WAY FORK AT THE END OF PAVEMENT.  CONTINUE STRAIGHT AHEAD
 KK1897'ON THE MAIN ROAD, (GRAVELED) FOR 1.9 MILES TO A DRIVEWAY
 KK1897'LEFT AND A SIGN ON THE LEFT THE KOSSLERS, TURN LEFT AND GO
 KK1897'EAST ON THE DRIVEWAY FOR 0.05 MILE TO A GATE ABOUT 20 YARDS
 KK1897'SOUTH OF THE RANCH HOUSE.  PASS THROUGH GATE AND GO ALONG
 KK1897'THE FENCE ON DIM TRACK ROAD TOWARDS TWO HIGH, ROCKY
 KK1897'PEAKS, WHICH CAN BE SEEN FROM THE ABOVE GATE, 0.25 MILE
 KK1897'TO A GATE, PASS THROUGH GATE AND CONTINUE 0.05 MILE TO A
 KK1897'FORK.  TAKE LEFT FORK AND GO 0.35 MILE TO A GATE, PASS
 KK1897'THROUGH GATE AND GO 0.35 MILE TO ANOTHER GATE.  PASS
 KK1897'THROUGH GATE AND GO 0.3 MILE TO A GATE.  PASS THROUGH GATE AND
 KK1897'CONTINUE 30 YARDS TO END OF TRUCK TRAVEL IN CLEARING.  FROM
 KK1897'THIS POINT PACK ALONG RIDGE ON PLAIN TRAIL TO END OF TIMBER.
 KK1897'THEN GO UP STEEP ROCKY SLOPE TO TOP OF PEAK AND THE STATION.
 KK1897'TWO HOUR PACK.
 KK1897'
 KK1897'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 KK1897'SOUTH-SOUTHWEST OF BOULDER
 KK1897
 KK1897                          STATION RECOVERY (1977)
 KK1897
 KK1897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1897'THE STATION MARK, REFERENCE MARKS 1, 2, AND 3 WERE RECOVERED
 KK1897'IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 KK1897'RECOVERED.  THE DISTANCE AND DIRECTION TO REFERENCE MARKS 1 AND
 KK1897'3 COMPARED FAVORABLY WITH THE 1935 DATA.  NO DATA ON REFERENCE
 KK1897'MARK 2 COULD BE FOUND.
 KK1897'
 KK1897'THE STATION IS LOCATED ABOUT 4 MILES WEST-NORTHWEST OF THE
 KK1897'JUNCTION OF STATE HIGHWAYS 93 AND 398, 3-1/2 MILES SOUTH-
 KK1897'SOUTHWEST OF BOULDER, ON THE SOUTHEASTERLY ONE OF TWO PEAKS
 KK1897'OF THE MOUNTAIN KNOWN AS BOULDER MOUNTAIN.  THE STATION PEAK
 KK1897'IS THE FIRST PEAK SOUTH OF BEAR CANYON.  IT IS KNOWN AS BEAR
 KK1897'PEAK.
 KK1897'
 KK1897'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 93,
 KK1897'170, AND 398, ABOUT 4 MILES SOUTH OF BOULDER, GO NORTH ON
 KK1897'STATE HIGHWAY 93 FOR 2.6 MILES TO A CROSSROAD.  TURN LEFT ON
 KK1897'TABLE MESA DRIVE AND GO WESTERLY 0.75 MILE TO A CROSSROAD.
 KK1897'TURN LEFT ON LEHIGH STREET AND GO SOUTHERLY 0.15 MILE TO A
 KK1897'ROAD RIGHT.  TURN RIGHT AND GO WESTERLY ON BEAR MOUNTAIN
 KK1897'DRIVE FOR 0.4 MILE TO A ROAD RIGHT.  TURN RIGHT ON WILDWOOD
 KK1897'ROAD AND GO NORTHERLY 0.1 MILE TO A GRAVEL ROAD ON THE LEFT.
 KK1897'TURN LEFT AND GO 150 FEET TO A GATE.  PASS THROUGH GATE AND
 KK1897'GO SOUTHERLY 0.05 MILE TO A GATE.  PASS THROUGH GATE AND GO
 KK1897'SOUTHERLY AND WESTERLY ON GRAVEL ROAD FOR 0.25 MILE TO A
 KK1897'GATE.  CONTINUE SOUTHWESTERLY FOR 0.4 MILE TO A GATE.
 KK1897'CONTINUE SOUTHWESTERLY 0.9 MILE TO A SWITCHBACK AND
 KK1897'FORK.  KEEP RIGHT ON GRAVEL ROAD FOR 0.1 MILE TO THE END OF
 KK1897'TRUCK TRAVEL AND A POWERLINE TOWER.  FROM HERE PACK
 KK1897'WESTERLY ON A WELL TRAVELED TRAIL ALONG A POWERLINE AND A
 KK1897'CREEK, UP A DRAW FOR 20 MINUTES.  THEN PACK SOUTHEASTERLY ON A
 KK1897'DIM TRAIL FOR 1 HOUR UP A DRAW TO A SADDLE, THEN PACK
 KK1897'SOUTHWESTERLY ON A DIM TRAIL FOR 1 HOUR TO THE HIGHEST
 KK1897'POINT AND THE STATION.
 KK1897'
 KK1897'STATION MARK, STAMPED---BOULDER 1903 1956---, IS A U.S.
 KK1897'GEOLOGICAL SURVEY DISK CEMENTED IN A DRILL HOLE IN
 KK1897'THE TOP OF A 3X5 FOOT BOULDER THAT IS 2 FEET HIGH.  IT IS
 KK1897'ABOUT 4 FEET BELOW THE HIGHEST POINT OF THE PEAK.
 KK1897'
 KK1897'REFERENCE MARK 1, A CROSS CHISELED IN A 4X5X6 FOOT BOULDER
 KK1897'4 INCHES EAST OF THE HIGHEST POINT.
 KK1897'
 KK1897'REFERENCE MARK 2, STAMPED---BOULDER 1948 2---, IS A
 KK1897'U.S. GEOLOGICAL SURVEY DISK CEMENTED IN A
 KK1897'4X5 FOOT BOULDER THAT IS 2 FEET HIGH.  IT IS 38 FEET EAST
 KK1897'OF THE HIGHEST POINT (SLOPED DISTANCE) AND ABOUT 20 FEET
 KK1897'BELOW THE HIGHEST POINT.
 KK1897'
 KK1897'REFERENCE MARK 3, NO STAMPING, A STANDARD U.S. GEOLOGICAL
 KK1897'SURVEY DISK CEMENTED IN A 10X10X10 FOOT BOULDER.  IT IS 15
 KK1897'FEET SOUTH-SOUTHEAST OF THE HIGHEST POINT AND ABOUT 1.5 FEET
 KK1897'BELOW THE HIGHEST POINT.
 KK1897'
 KK1897'HEIGHT OF LIGHT SHOWN WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0732 ***********************************************************************
 JJ0732  DESIGNATION -  BOUND
 JJ0732  PID         -  JJ0732
 JJ0732  STATE/COUNTY-  CO/CHEYENNE
 JJ0732  USGS QUAD   -  ARAPAHOE NE (1969)
 JJ0732
 JJ0732                         *CURRENT SURVEY CONTROL
 JJ0732  ___________________________________________________________________
 JJ0732* NAD 83(1992)-  38 53 09.98944(N)    102 03 21.24187(W)     ADJUSTED  
 JJ0732* NAVD 88     -      1196.     (meters)    3924.     (feet)  SCALED    
 JJ0732  ___________________________________________________________________
 JJ0732  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 JJ0732  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 JJ0732
 JJ0732  HORZ ORDER  -  THIRD
 JJ0732
 JJ0732.The horizontal coordinates were established by classical geodetic methods
 JJ0732.and adjusted by the National Geodetic Survey in January 1993..
 JJ0732
 JJ0732.The orthometric height was scaled from a topographic map.
 JJ0732
 JJ0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0732
 JJ0732.The geoid height was determined by GEOID03.
 JJ0732
 JJ0732;                    North         East     Units Scale Factor Converg.
 JJ0732;SPC CO C     -   427,329.402 1,213,140.856   MT  0.99994291   +2 10 19.8
 JJ0732;SPC CO C     - 1,401,996.55  3,980,112.96   sFT  0.99994291   +2 10 19.8
 JJ0732;SPC KS N     -    69,243.241    48,215.102   MT  0.99997698   -2 33 58.4
 JJ0732;UTM  13      - 4,308,258.806   755,366.972   MT  1.00040309   +1 50 57.2
 JJ0732;UTM  14      - 4,308,577.921   234,933.638   MT  1.00046526   -1 55 10.3
 JJ0732
 JJ0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0732!SPC CO C     -   0.99981597  x   0.99994291  =   0.99975889
 JJ0732!SPC KS N     -   0.99981597  x   0.99997698  =   0.99979296
 JJ0732!UTM  13      -   0.99981597  x   1.00040309  =   1.00021899
 JJ0732!UTM  14      -   0.99981597  x   1.00046526  =   1.00028115
 JJ0732
 JJ0732|---------------------------------------------------------------------|
 JJ0732| PID    Reference Object                     Distance      Geod. Az  |
 JJ0732|                                                           dddmmss.s |
 JJ0732| CM8476 BOUND RM 1                           13.587 METERS 01205     |
 JJ0732| CM8475 BOUND AZ MK                                        0881919.9 |
 JJ0732| CM8477 BOUND RM 2                           13.704 METERS 26139     |
 JJ0732| CM8478 BOUND RM 3                           15.859 METERS 35615     |
 JJ0732|---------------------------------------------------------------------|
 JJ0732
 JJ0732                          SUPERSEDED SURVEY CONTROL
 JJ0732
 JJ0732  NAD 83(1986)-  38 53 09.98832(N)    102 03 21.24129(W) AD(       ) 3
 JJ0732  NAD 27      -  38 53 09.96707(N)    102 03 19.59865(W) AD(       ) 3
 JJ0732
 JJ0732.Superseded values are not recommended for survey control.
 JJ0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0732.See file dsdata.txt to determine how the superseded data were derived.
 JJ0732
 JJ0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD5536708259(NAD 83)
 JJ0732_MARKER: DS = TRIANGULATION STATION DISK
 JJ0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0732
 JJ0732  HISTORY     - Date     Condition        Report By
 JJ0732  HISTORY     - 1954     MONUMENTED       CGS
 JJ0732  HISTORY     - 1970     SEE DESCRIPTION  NGS
 JJ0732
 JJ0732                          STATION DESCRIPTION
 JJ0732
 JJ0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0732'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF A DIRT ROAD.
 JJ0732'IT IS ABOUT 1/2 MILE WEST OF THE KANSAS-COLORADO STATE LINE,
 JJ0732'ABOUT 5-1/2 MILES AIRLINE WEST-NORTHWEST OF WESKAN, KANSAS,
 JJ0732'ABOUT 7 MILES AIRLINE EAST OF ARAPAHOE, COLORADO, AND ABOUT
 JJ0732'1-1/2 MILES AIRLINE NORTH OF U.S. HIGHWAY 40.
 JJ0732'
 JJ0732'THE STATION IS A STANDARD DISK, STAMPED BOUND 1954 AND SET
 JJ0732'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 JJ0732'3 INCHES.  IT IS 27 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 JJ0732'8 FEET NORTH OF A WIRE FENCE, AND 7 FEET NORTH OF A WITNESS
 JJ0732'POST.
 JJ0732'
 JJ0732'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BOUND NO 1 1954
 JJ0732'AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 JJ0732'PROJECTS 5 INCHES.  IT IS 24 FEET NORTH OF THE CENTERLINE
 JJ0732'OF THE ROAD AND ABOUT 2 FEET LOWER THAN THE STATION.
 JJ0732'
 JJ0732'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BOUND NO 2
 JJ0732'1954 AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JJ0732'THAT PROJECTS 4 INCHES.  IT IS 31 FEET SOUTH OF THE CENTERLINE
 JJ0732'OF THE ROAD, 1 FOOT NORTH OF A WIRE FENCE, AND ABOUT 1 FOOT
 JJ0732'HIGHER THAN THE STATION.
 JJ0732'
 JJ0732'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BOUND 1954 AND
 JJ0732'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 JJ0732'PROJECTS 3 INCHES.  IT IS ON OR NEAR THE KANSAS-COLORADO STATE
 JJ0732'LINE, 36 FEET NORTH OF THE CENTERLINE OF THE ROAD, 1 FOOT
 JJ0732'SOUTH OF A LARGE FENCE POST.  TO REACH THE MARK FROM THE
 JJ0732'STATION GO EAST ON THE ROAD FOR 0.6 MILE TO THE MARK ON THE
 JJ0732'LEFT.
 JJ0732'
 JJ0732'TO REACH THE STATION FROM THE RAILROAD DEPOT IN WESKAN GO NORTH
 JJ0732'FOR 0.2 MILE TO A ROAD WEST.  TURN LEFT, WEST, AND GO 2.85
 JJ0732'MILES TO A CROSSROAD.  TURN RIGHT, NORTH, AND GO 1.0 MILE
 JJ0732'TO A CROSSROAD.  TURN LEFT, WEST, AND GO 3.0 MILES TO THE
 JJ0732'STATION ON THE LEFT.
 JJ0732'
 JJ0732'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 JJ0732
 JJ0732                          STATION RECOVERY (1970)
 JJ0732
 JJ0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JJ0732'THE STATION SURFACE MARK AND REFERENCE MARK NO. 1 WERE FOUND
 JJ0732'DESTROYED.  THE UNDERGROUND STATION MARK, REFERENCE MARK NO. 2,
 JJ0732'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 JJ0732'THE DISTANCE TO REFERENCE MARK NO. 2 FAILED TO CHECK BY 0.38
 JJ0732'FEET AND THE DIRECTION FAILED TO CHECK BY 2 MINUTES 16 SECONDS.
 JJ0732'THE LAST MILEAGE IN THE TO REACH THE STATION WAS FOUND IN
 JJ0732'ERROR, DISTANCE SHOULD BE 2 MILES INSTEAD OF 3 MILES.
 JJ0732'
 JJ0732'A NEW SURFACE STATION MARK WAS SET VERTICALLY OVER THE
 JJ0732'UNDERGROUND MARK AND REFERENCE MARK NO. 3 WAS SET.
 JJ0732'
 JJ0732'FOLLOWING IS A COMPLETE DESCRIPTION.
 JJ0732'
 JJ0732'TO REACH THE STATION FROM THE MAIN INTERSECTION AT THE DEPOT
 JJ0732'IN WESKAN, GO NORTH ON A GRAVELED ROAD FOR 0.2 MILE TO A
 JJ0732'T-INTERSECTION.  TURN LEFT AND GO WEST ON A GRAVELED ROAD
 JJ0732'FOR 2.9 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON
 JJ0732'A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT AND
 JJ0732'GO WEST ON A GRAVELED ROAD FOR 1.5 TO AN IRRIGATION PUMP
 JJ0732'ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT AT A FENCE
 JJ0732'CORNER.  CONTINUE WEST ON THE GRAVELED ROAD FOR 0.25 MILE TO
 JJ0732'A CROSSROAD.  CONTINUE WEST ON THE GRAVELED ROAD FOR 0.15
 JJ0732'MILE TO THE STATION ON THE LEFT.
 JJ0732'
 JJ0732'THE STATION SURFACE MARK, A STANDARD DISK STAMPED BOUND 1954
 JJ0732'1970, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 JJ0732'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 26 FEET SOUTH OF
 JJ0732'THE CENTER OF THE ROAD AND 1 FOOT NORTH OF A METAL WITNESS
 JJ0732'POST.  THE UNDERGROUND DISK IS STAMPED BOUND 1954, IS SET
 JJ0732'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 3 FEET BELOW
 JJ0732'THE SURFACE OF THE GROUND.
 JJ0732'
 JJ0732'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BOUND NO. 2 1954,
 JJ0732'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 JJ0732'WITH THE SURFACE OF THE GROUND.  IT IS 31 FEET SOUTH OF THE
 JJ0732'CENTER OF THE ROAD AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 JJ0732'
 JJ0732'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BOUND 1954 NO.
 JJ0732'3 1970, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 JJ0732'PROJECTS 1 INCH.  IT IS 26 FEET NORTH OF THE CENTER OF THE
 JJ0732'ROAD AND 1 FOOT EAST OF A METAL WITNESS POST.
 JJ0732'
 JJ0732'AZIMUTH MARK, A STANDARD DISK STAMPED BOUND 1954, IS SET IN
 JJ0732'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES AND
 JJ0732'COVERED WITH DRIFTING SAND.  IT IS 36 FEET NORTH OF THE
 JJ0732'CENTER OF THE ROAD, AND 1 FOOT SOUTH OF A LARGE FENCE POST
 JJ0732'WITH A METAL WITNESS SIGN ATTACHED.
 JJ0732'
 JJ0732'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 5-1/2
 JJ0732'MILES WNW OF WESKAN, KANSAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0780 ***********************************************************************
 GM0780  DESIGNATION -  BOUNDARY MI COR 124 CO NM
 GM0780  PID         -  GM0780
 GM0780  STATE/COUNTY-  CO/COSTILLA
 GM0780  USGS QUAD   -  BIG COSTILLA PEAK (1963)
 GM0780
 GM0780                         *CURRENT SURVEY CONTROL
 GM0780  ___________________________________________________________________
 GM0780* NAD 83(1992)-  36 59 43.88590(N)    105 17 47.41222(W)     ADJUSTED  
 GM0780* NAVD 88     -      3922.     (meters)   12867.     (feet)  SCALED    
 GM0780  ___________________________________________________________________
 GM0780  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 GM0780  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 GM0780
 GM0780  HORZ ORDER  -  SECOND
 GM0780
 GM0780.The horizontal coordinates were established by classical geodetic methods
 GM0780.and adjusted by the National Geodetic Survey in December 1993..
 GM0780
 GM0780.The orthometric height was scaled from a topographic map.
 GM0780
 GM0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0780
 GM0780.The geoid height was determined by GEOID03.
 GM0780
 GM0780;                    North         East     Units Scale Factor Converg.
 GM0780;SPC CO S     -   341,318.699   932,517.385   MT  1.00005167   +0 07 29.4
 GM0780;SPC CO S     - 1,119,809.76  3,059,434.12   sFT  1.00005167   +0 07 29.4
 GM0780;SPC NM C     -   665,398.369   584,869.905   MT  0.99998871   +0 34 25.7
 GM0780;SPC NM C     - 2,183,061.15  1,918,860.68   sFT  0.99998871   +0 34 25.7
 GM0780;SPC NM E     -   665,413.086    79,268.267   MT  0.99999961   -0 34 46.7
 GM0780;SPC NM E     - 2,183,109.43    260,065.97   sFT  0.99999961   -0 34 46.7
 GM0780;UTM  13      - 4,094,416.898   473,616.715   MT  0.99960857   -0 10 42.3
 GM0780
 GM0780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0780!SPC CO S     -   0.99938748  x   1.00005167  =   0.99943912
 GM0780!SPC NM C     -   0.99938748  x   0.99998871  =   0.99937620
 GM0780!SPC NM E     -   0.99938748  x   0.99999961  =   0.99938709
 GM0780!UTM  13      -   0.99938748  x   0.99960857  =   0.99899629
 GM0780
 GM0780                          SUPERSEDED SURVEY CONTROL
 GM0780
 GM0780  NAD 83(1992)-  36 59 43.88959(N)    105 17 47.41506(W) AD(       ) 2
 GM0780  NAD 83(1986)-  36 59 43.89322(N)    105 17 47.41814(W) AD(       ) 2
 GM0780  NAD 27      -  36 59 43.80700(N)    105 17 45.40200(W) AD(       ) 2
 GM0780
 GM0780.Superseded values are not recommended for survey control.
 GM0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0780.See file dsdata.txt to determine how the superseded data were derived.
 GM0780
 GM0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA7361794417(NAD 83)
 GM0780_MARKER: DD = SURVEY DISK
 GM0780_SETTING: 80 = SET IN A BOULDER
 GM0780_SP_SET: SET IN DRILL HOLE IN A BOULDER
 GM0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0780+STABILITY: SURFACE MOTION
 GM0780
 GM0780  HISTORY     - Date     Condition        Report By
 GM0780  HISTORY     - 1945     MONUMENTED       USSC
 GM0780
 GM0780                          STATION DESCRIPTION
 GM0780
 GM0780'DESCRIBED BY US SUPREME COURT 1945
 GM0780'STATION IS ON THE SUMMIT OF THE NE ONE OF TWO HIGH (12,634 FEET),
 GM0780'BARE AND ROUNDED PEAKS OF THE CULEBRA MOUNTAIN RANGE LYING ABOUT
 GM0780'11-1/2 MILES SSE OF SAN PABLO, COLORADO.  (THE TWO PEAKS ARE
 GM0780'ABOUT 3 MILES APART AND ARE BOTH CALLED COSTILLA PEAK, ALTHOUGH
 GM0780'THE STATION PEAK IS SOMETIMES LOCALLY CALLED STATE LINE PEAK.)
 GM0780'THE STATION IS ON THE HIGHEST PART OF THE SUMMIT, APPROXIMATELY
 GM0780'ON THE COLORADO-NEW MEXICO STATE LINE, ON THE LONGITUDINAL
 GM0780'CENTER OF THE SUMMIT, ABOUT 300 YARDS S ALONG THE RIDGE LINE
 GM0780'FROM A 5-FOOT STONE CAIRN WITH WHITE QUARTZ TOP.
 GM0780'
 GM0780'MILE CORNER 124 IS A STANDARD U.S. SUPREME COURT DISK MARKING
 GM0780'THE COLORADO-NEW MEXICO STATE LINE.  IT IS STAMPED 124+5359 AND
 GM0780'IS SET IN A DRILL HOLE IN A QUARTZ BOULDER WHICH PROJECTS ABOUT
 GM0780'4 INCHES ABOVE THE GROUND.  IT IS LOCATED S OF THE STATION AND
 GM0780'ABOUT 20 FEET LOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0828 ***********************************************************************
 GM0828  DESIGNATION -  BOUNDARY MI COR 137 CO NM
 GM0828  PID         -  GM0828
 GM0828  STATE/COUNTY-  CO/COSTILLA
 GM0828  USGS QUAD   -  COSTILLA (1963)
 GM0828
 GM0828                         *CURRENT SURVEY CONTROL
 GM0828  ___________________________________________________________________
 GM0828* NAD 83(1992)-  36 59 45.44859(N)    105 32 03.89247(W)     ADJUSTED  
 GM0828* NAVD 88     -      2362.8    (meters)    7752.     (feet)  VERTCON   
 GM0828  ___________________________________________________________________
 GM0828  LAPLACE CORR-           6.28  (seconds)                    DEFLEC99
 GM0828  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 GM0828
 GM0828  HORZ ORDER  -  FIRST
 GM0828
 GM0828.The horizontal coordinates were established by classical geodetic methods
 GM0828.and adjusted by the National Geodetic Survey in December 1993..
 GM0828
 GM0828.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0828
 GM0828.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0828
 GM0828.The geoid height was determined by GEOID03.
 GM0828
 GM0828;                    North         East     Units Scale Factor Converg.
 GM0828;SPC CO S     -   341,347.707   911,338.210   MT  1.00005156   -0 01 16.0
 GM0828;SPC CO S     - 1,119,904.94  2,989,948.78   sFT  1.00005156   -0 01 16.0
 GM0828;SPC NM C     -   665,260.916   563,692.918   MT  0.99994996   +0 25 50.2
 GM0828;SPC NM C     - 2,182,610.19  1,849,382.52   sFT  0.99994996   +0 25 50.2
 GM0828;SPC NM E     -   665,701.969    58,091.631   MT  1.00004985   -0 43 22.2
 GM0828;SPC NM E     - 2,184,057.21    190,588.96   sFT  1.00004985   -0 43 22.2
 GM0828;UTM  13      - 4,094,557.426   452,447.184   MT  0.99962786   -0 19 17.7
 GM0828
 GM0828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0828!SPC CO S     -   0.99963198  x   1.00005156  =   0.99968352
 GM0828!SPC NM C     -   0.99963198  x   0.99994996  =   0.99958196
 GM0828!SPC NM E     -   0.99963198  x   1.00004985  =   0.99968181
 GM0828!UTM  13      -   0.99963198  x   0.99962786  =   0.99925997
 GM0828
 GM0828|---------------------------------------------------------------------|
 GM0828| PID    Reference Object                     Distance      Geod. Az  |
 GM0828|                                                           dddmmss.s |
 GM0828| CM9078 MESCAL RM 1                          23.055 METERS 04928     |
 GM0828| GM0543 M 80                                 19.205 METERS 07332     |
 GM0828| CM9079 MESCAL RM 2                          20.308 METERS 13047     |
 GM0828| CM9077 MESCAL AZ MK                                       2573254.7 |
 GM0828|---------------------------------------------------------------------|
 GM0828
 GM0828                          SUPERSEDED SURVEY CONTROL
 GM0828
 GM0828  NAD 83(1992)-  36 59 45.45084(N)    105 32 03.89448(W) AD(       ) 1
 GM0828  NAD 83(1986)-  36 59 45.45401(N)    105 32 03.89909(W) AD(       ) 1
 GM0828  NAD 27      -  36 59 45.37700(N)    105 32 01.86400(W) AD(       ) 1
 GM0828  NGVD 29 (07/19/86) 2361.5    (m)         7748.     (f) VERT ANG       
 GM0828
 GM0828.Superseded values are not recommended for survey control.
 GM0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0828.See file dsdata.txt to determine how the superseded data were derived.
 GM0828
 GM0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA5244794557(NAD 83)
 GM0828_MARKER: DD = SURVEY DISK
 GM0828_SETTING: 0 = UNSPECIFIED SETTING
 GM0828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0828
 GM0828  HISTORY     - Date     Condition        Report By
 GM0828  HISTORY     - 1936     MONUMENTED       USSC
 GM0828  HISTORY     - 1945     GOOD             CGS
 GM0828  HISTORY     - 1963     GOOD             USGS
 GM0828
 GM0828                          STATION DESCRIPTION
 GM0828
 GM0828'DESCRIBED BY US SUPREME COURT 1936 (JDT)
 GM0828'STATION IS ON THE COLORADO-NEW MEXICO STATE LINE, AT THE N EDGE
 GM0828'OF COSTILLA, NEW MEXICO, AND 0.35 MILE S OF THE POST OFFICE
 GM0828'IN GARCIA, COLORADO.  IT IS IN THE SW 1/4 SEC. 35, T. 32 N.,
 GM0828'R. 13 E., ON PROPERTY BELONGING TO THE COSTILLA ESTATE, 108
 GM0828'FEET W OF STATE HIGHWAY 159, AND 63.04 FEET WSW OF U.S.C.
 GM0828'AND G.S. B.M. 80.
 GM0828'
 GM0828'STATION MARK IS A MILE CORNER BOUNDARY MONUMENT BETWEEN COLORADO
 GM0828'AND NEW MEXICO.  IT IS A U.S. SUPREME COURT DISK STAMPED MILE
 GM0828'CORNER NO 137.  THE DISK IS SET IN A CONCRETE FRUSTRUM OF
 GM0828'A CONE WHICH MEASURES 1.3 FEET AT THE TOP AND PROJECTS 1.0 FOOT.
 GM0828'
 GM0828'REFERENCE MARK 1 IS NE OF THE STATION AND 1 FOOT E OF W
 GM0828'RIGHT-OF-WAY FENCE LINE.  IT IS A BRONZE REFERENCE DISK SET IN
 GM0828'CONCRETE.  THE MARK PROJECTS 4 INCHES.
 GM0828'
 GM0828'REFERENCE MARK 2 IS SE OF THE STATION, AT THE NE CORNER OF LOT
 GM0828'TO THE S OF THE STATION.  IT IS A BRONZE REFERENCE DISK SET IN
 GM0828'CONCRETE.  THE MARK PROJECTS 6 INCHES.
 GM0828'
 GM0828'DISTANCE BETWEEN REFERENCE MARKS - 92.98 FEET.
 GM0828'
 GM0828'AZIMUTH MARK IS W BY S OF THE STATION, 1 FOOT SE OF FENCE LINE
 GM0828'RUNNING NE AND SW, AND 8 FEET NW OF CENTER LINE OF ROAD.  IT IS
 GM0828'A BRONZE AZIMUTH DISK SET IN CONCRETE.  MARK PROJECTS 6 INCHES.
 GM0828'
 GM0828'SIGNALS SHOWN FROM THE GROUND AT TWIN AND SEGO (U.S.G.S.)
 GM0828'ARE VISIBLE FROM THE GROUND AT THIS STATION.  A SIGNAL SHOWN
 GM0828'FROM THE GROUND AT COSTILLA IS VISIBLE AT 20 FEET.
 GM0828'
 GM0828'HEIGHT OF LIGHT ABOVE STATION MARK - 47 FEET.
 GM0828
 GM0828                          STATION RECOVERY (1945)
 GM0828
 GM0828'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAM)
 GM0828'STATION WAS RECOVERED AND ALL THE MARKS WERE FOUND TO BE IN
 GM0828'GOOD CONDITION.
 GM0828'
 GM0828'STATION IS LOCATED ON THE COLORADO-NEW MEXICO STATE LINE AT
 GM0828'THE N EDGE OF COSTILLA, NEW MEXICO, 109 FEET W OF THE CENTER OF
 GM0828'THE MAIN GRADED ROAD BETWEEN COSTILLA, NEW MEXICO AND GARCIA,
 GM0828'COLORADO.  IT IS ABOUT 1/3 MILE S OF GARCIA, COLORADO.
 GM0828'
 GM0828'STATION MARK IS A U.S. SUPREME COURT MARK STAMPED 137.  IT IS
 GM0828'SET IN A CONCRETE FRUSTRUM OF A CONE WHICH MEASURES ABOUT 15
 GM0828'INCHES ON THE TOP AND PROJECTS ABOUT 8 INCHES ABOVE THE SURROUNDING
 GM0828'SURFACE.  IT IS LOCATED 70.2 FEET W OF TELEPHONE POLE SL89,
 GM0828'59.0 FEET W OF A FENCE WHICH RUNS N AND S AND MARKS THE
 GM0828'RIGHT-OF-WAY OF THE GRADED ROAD, AND 36.3 FEET N OF A FENCE
 GM0828'RUNNING E AND W FROM THE GRADED ROAD.
 GM0828'
 GM0828'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 GM0828'CONCRETE POST WHICH PROJECTS 3 INCHES ABOVE THE SURROUNDING
 GM0828'SURFACE.  IT IS LOCATED NE OF THE STATION, ABOUT 2 FEET LOWER,
 GM0828'AND ABOUT 1/2 FOOT E OF THE FENCE MARKING THE RIGHT-OF-WAY OF THE
 GM0828'GRADED ROAD.  DISK IS STAMPED MESCAL NO 1 1936.
 GM0828'
 GM0828'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 GM0828'CONCRETE POST WHICH PROJECTS 5 INCHES ABOVE THE SURROUNDING
 GM0828'SURFACE.  IT IS LOCATED SE OF THE STATION, ABOUT 1/2 FOOT LOWER,
 GM0828'AND ABOUT 8 FEET S OF THE FENCE RUNNING E AND W FROM THE
 GM0828'GRADED ROAD.  DISK IS STAMPED MESCAL NO 2 1936.
 GM0828'
 GM0828'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A SQUARE CONCRETE
 GM0828'POST WHICH PROJECTS ABOUT 6 INCHES ABOVE THE SURROUNDING
 GM0828'SURFACE.  IT IS LOCATED 1/3 MILE W OF THE STATION, 36 FEET E OF
 GM0828'TELEPHONE POLE 77, 6 FEET NNE OF THE TRACK ROAD, 15 INCHES E
 GM0828'OF A 4-INCH SQUARE WHITE WITNESS POST, AND 12 INCHES S OF A
 GM0828'FENCE.  DISK IS STAMPED MESCAL 1936.
 GM0828'
 GM0828'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW THE TRACK
 GM0828'ROAD RUNNING BY THE STATION W ALONG THE FENCE AND TELEPHONE
 GM0828'POLE LINE FOR ABOUT 0.3 MILE TO THE WITNESS POST AND THE AZIMUTH
 GM0828'MARK.
 GM0828
 GM0828                          STATION RECOVERY (1963)
 GM0828
 GM0828'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GM0828'NO TEXT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0519 ***********************************************************************
 GM0519  CBN         -  This is a Cooperative Base Network Control Station.
 GM0519  DESIGNATION -  BOUNDARY MI COR 163+22 CHS CO NM
 GM0519  PID         -  GM0519
 GM0519  STATE/COUNTY-  CO/CONEJOS
 GM0519  USGS QUAD   -  PINABETOSO PEAKS (1963)
 GM0519
 GM0519                         *CURRENT SURVEY CONTROL
 GM0519  ___________________________________________________________________
 GM0519* NAD 83(1992)-  36 59 43.14831(N)    105 59 47.98936(W)     ADJUSTED  
 GM0519* NAVD 88     -      2449.997  (meters)    8038.03   (feet)  ADJUSTED  
 GM0519  ___________________________________________________________________
 GM0519  X           -  -1,406,084.920 (meters)                     COMP
 GM0519  Y           -  -4,904,678.726 (meters)                     COMP
 GM0519  Z           -   3,818,442.617 (meters)                     COMP
 GM0519  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 GM0519  ELLIP HEIGHT-        2433.49  (meters)          (10/21/02) GPS OBS
 GM0519  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 GM0519  DYNAMIC HT  -        2446.671 (meters)    8027.12  (feet)  COMP
 GM0519  MODELED GRAV-     979,184.8   (mgal)                       NAVD 88
 GM0519
 GM0519  HORZ ORDER  -  B
 GM0519  VERT ORDER  -  FIRST     CLASS II
 GM0519  ELLP ORDER  -  FOURTH    CLASS II
 GM0519
 GM0519.The horizontal coordinates were established by GPS observations
 GM0519.and adjusted by the National Geodetic Survey in May 1992..
 GM0519
 GM0519.The orthometric height was determined by differential leveling
 GM0519.and adjusted by the National Geodetic Survey in June 1991..
 GM0519
 GM0519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GM0519
 GM0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0519
 GM0519.The ellipsoidal height was determined by GPS observations
 GM0519.and is referenced to NAD 83.
 GM0519
 GM0519.The geoid height was determined by GEOID03.
 GM0519
 GM0519.The dynamic height is computed by dividing the NAVD 88
 GM0519.geopotential number by the normal gravity value computed on the
 GM0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0519.degrees latitude (g = 980.6199 gals.).
 GM0519
 GM0519.The modeled gravity was interpolated from observed gravity values.
 GM0519
 GM0519;                    North         East     Units Scale Factor Converg.
 GM0519;SPC CO S     -   341,393.770   870,188.174   MT  1.00005172   -0 18 16.7
 GM0519;SPC CO S     - 1,120,056.06  2,854,942.37   sFT  1.00005172   -0 18 16.7
 GM0519;SPC NM C     -   664,980.659   522,549.034   MT  0.99990626   +0 09 08.8
 GM0519;SPC NM C     - 2,181,690.71  1,714,396.29   sFT  0.99990626   +0 09 08.8
 GM0519;UTM  13      - 4,094,817.275   411,314.101   MT  0.99969689   -0 35 59.2
 GM0519
 GM0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0519!SPC CO S     -   0.99961825  x   1.00005172  =   0.99966995
 GM0519!SPC NM C     -   0.99961825  x   0.99990626  =   0.99952455
 GM0519!UTM  13      -   0.99961825  x   0.99969689  =   0.99931526
 GM0519
 GM0519|---------------------------------------------------------------------|
 GM0519| PID    Reference Object                     Distance      Geod. Az  |
 GM0519|                                                           dddmmss.s |
 GM0519| GM0567 A 32                                 17.069 METERS 07504     |
 GM0519| CM9090 BOUNDARY MI COR 163 AZ MK                          1714542.4 |
 GM0519| CM9089 BOUNDARY MI COR 163 RM 1             36.463 METERS 21101     |
 GM0519| CM9091 BOUNDARY MI COR 163 RM 2             32.806 METERS 28549     |
 GM0519|---------------------------------------------------------------------|
 GM0519
 GM0519                          SUPERSEDED SURVEY CONTROL
 GM0519
 GM0519  ELLIP H (05/26/92) 2433.49   (m)                       GP(       ) 4 1
 GM0519  NAD 83(1986)-  36 59 43.15196(N)    105 59 47.99857(W) AD(       ) 2
 GM0519  NAD 27      -  36 59 43.10100(N)    105 59 45.92600(W) AD(       ) 2
 GM0519  NAVD 88 (05/26/92) 2450.00   (m)         8038.0    (f) LEVELING    3  
 GM0519  NGVD 29 (??/??/92) 2448.706  (m)         8033.80   (f) ADJ UNCH    1 2
 GM0519
 GM0519.Superseded values are not recommended for survey control.
 GM0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0519.See file dsdata.txt to determine how the superseded data were derived.
 GM0519
 GM0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA1131494817(NAD 83)
 GM0519_MARKER: DD = SURVEY DISK
 GM0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0519_STAMPING: NO 163 22 CHS 1925
 GM0519_MARK LOGO: USSC  
 GM0519_PROJECTION: PROJECTING 30 CENTIMETERS
 GM0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0519+STABILITY: SURFACE MOTION
 GM0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GM0519+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 GM0519
 GM0519  HISTORY     - Date     Condition        Report By
 GM0519  HISTORY     - 1925     MONUMENTED       USSC
 GM0519  HISTORY     - 1933     GOOD             NGS
 GM0519  HISTORY     - 1935     GOOD             CGS
 GM0519  HISTORY     - 1963     GOOD             USGS
 GM0519  HISTORY     - 1984     GOOD             NGS
 GM0519  HISTORY     - 19910602 GOOD             NGS
 GM0519  HISTORY     - 20040925 GOOD             GEOCAC
 GM0519  HISTORY     - 20050616 GOOD             INDIV
 GM0519
 GM0519                          STATION DESCRIPTION
 GM0519
 GM0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 GM0519'5.6 MI S FROM ANTONITO.
 GM0519'AT THE NEW MEXICO-COLORADO STATE LINE, 5.9 MILES SOUTH ALONG U.S.
 GM0519'HIGHWAY 285 FROM ANTONITO, CONEJOS COUNTY, COLORADO, 93 FEET EAST OF
 GM0519'THE CENTERLINE OF US 285, 70 FEET WEST OF THE CENTERLINE OF DISMANTLED
 GM0519'RAILROAD.  A UNITED STATES SUPREME COURT STANDARD MILE MARKER DISK,
 GM0519'STAMPED NO 163 22 CHS 1925 AND SET IN THE TOP OF A CONCRETE POST
 GM0519'PROJECTING 1-1/2 FEET ABOVE GROUND.
 GM0519
 GM0519                          STATION RECOVERY (1935)
 GM0519
 GM0519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 GM0519'STATION IS LOCATED 6.1 MILES S OF ANTONIO, COLORADO ON COLORADO
 GM0519'STATE HIGHWAY 163, ON THE COLORADO AND NEW MEXICO STATE BOUNDARY.
 GM0519'60-FEET E OF CENTER LINE OF HIGHWAY, 43.7 FEET W OF (8-FOOT
 GM0519'HIGH) SAND STONE POST.  68.3 FEET W OF W RAIL OF D. AND R.G.W.
 GM0519'NARROW GAUGE RAILROAD.
 GM0519'
 GM0519'STATION MARK IS A BRONZE DISK SET IN A ROUND CONCRETE POST 18
 GM0519'INCHES IN DIAMETER AND PROJECTS 14 INCHES.  STAMPED THE SUPREME
 GM0519'COURT OF THE UNITED STATES MILE CORNER NO. 163.
 GM0519'
 GM0519'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 GM0519'CONCRETE AS DESCRIBED.
 GM0519'
 GM0519'REFERENCE MARK NO. 1 IS SSW OF THE STATION 119.63 FEET, 31
 GM0519'FEET W OF CENTER LINE OF COLORADO HIGHWAY 163.  PROJECTS 4 INCHES.
 GM0519'
 GM0519'REFERENCE MARK NO. 2 IS NNW OF THE STATION 107.63 FEET, 26
 GM0519'FEET W OF COLORADO HIGHWAY 163.  PROJECTS 4 INCHES.
 GM0519'
 GM0519'B.M. A-32 IS E OF THE STATION 55.995 FEET, 12.6 FEET W OF W
 GM0519'RAIL OF D. AND R.G.W. RAILROAD 14 FEET ENE OF SANDSTONE BOUNDARY
 GM0519'MARK.  IT IS A STANDARD U.S.C. AND G.S. BENCH MARK DISK SET
 GM0519'IN A BOULDER.  STAMPED--A-32, 1933.
 GM0519'
 GM0519'AZIMUTH MARK IS S OF THE STATION 0.25 MILE, 23 FEET W OF CENTER
 GM0519'LINE OF COLORADO HIGHWAY 163, 93 FEET W OF CENTER LINE OF
 GM0519'D. AND R.G.W. RAILROAD TRACKS.  PROJECTS 3 INCHES.
 GM0519'
 GM0519'A 4-FOOT STAND CLEARS ALL LINES.
 GM0519
 GM0519                          STATION RECOVERY (1963)
 GM0519
 GM0519'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GM0519'RECOVERED IN GOOD CONDITION.
 GM0519
 GM0519                          STATION RECOVERY (1984)
 GM0519
 GM0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 GM0519'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOW.  9.4 KM
 GM0519'(5.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE IN
 GM0519'ANTONITO, AT THE COLORADO-NEW MEXICO STATE LINE, 58.8 M (192.9 FT)
 GM0519'EAST OF THE CENTERLINE OF THE HIGHWAY, 19.6 M (64.3 FT) EAST OF A
 GM0519'T-FENCE CORNER, 13.3 M (43.6 FT) WEST OF A 6 FOOT HIGH SANDSTONE
 GM0519'MONUMENT, AND 0.3 M (1.0 FT) SOUTH OF A FENCE.  NOTE=A UNITED STATES
 GM0519'SUPREME COURT STANDARD MILE MARKER DISK IN A COLORADO-NEW MEXICO STATE
 GM0519'LINE BOUNDARY MONUMENT AND DISK IS STAMPED 163+22 CHS 1868 1925.
 GM0519'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 GM0519'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 GM0519
 GM0519                          STATION RECOVERY (1991)
 GM0519
 GM0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GM0519'STATION IS LOCATED ABOUT 8 KM (5.0 MI) SOUTH OF ANTONITO, ALONG US
 GM0519'HIGHWAY 285, ON THE COLORADO-NEW MEXICO BORDER, IN SOUTHWEST 1/4 OF
 GM0519'SECTION 21, T 32 N, R 9 E.  OWNERSHIP--BUREAU OF LAND MANAGEMENT ON
 GM0519'BOTH SIDES OF THE BORDER.
 GM0519'TO REACH FROM THE JUNCTION OF US HIGHWAY 285 AND STATE HIGHWAY 17 ON
 GM0519'THE SOUTHWEST SIDE OF ANTONITO, GO SOUTH ON HIGHWAY 285 FOR 5.35 MI
 GM0519'(8.61 KM) TO THE STATE BORDER AND THE STATION ON THE LEFT.
 GM0519'STATION MARK IS SET IN THE TOP OF A 40-CM ROUND CONCRETE POST
 GM0519'PROJECTING 30 CM ON THE SOUTH SIDE OF THE BORDER FENCE.  IT IS ABOUT
 GM0519'40 M (131.2 FT) EAST-NORTHEAST OF THE HIGHWAY, 18.6 M (61.0 FT) EAST
 GM0519'OF A T-FENCE CORNER, 13.3 M (43.6 FT) WEST-SOUTHWEST OF A 2 M
 GM0519'(6.6 FT) HIGH OBELISK, 0.2 M (0.7 FT) SOUTH OF THE FENCE AND 0.4 M
 GM0519'(1.3 FT) EAST OF A FIBERGLASS WITNESS POST.
 GM0519'DESCRIBED BY G.R.HEID.
 GM0519
 GM0519                          STATION RECOVERY (2004)
 GM0519
 GM0519'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 GM0519'RECOVERED IN GOOD CONDITION.  RM2 RECOVERED IN GOOD CONDITION.  RM1
 GM0519'HAS BEEN DESTROYED, ONLY CONCRETE BASE REMAINS.  AZIMUTH MARK NOT
 GM0519'FOUND. THIS MARK IS SAME AS PID GM0837.
 GM0519
 GM0519                          STATION RECOVERY (2005)
 GM0519
 GM0519'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BHI)
 GM0519'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0682 ***********************************************************************
 GN0682  CBN         -  This is a Cooperative Base Network Control Station.
 GN0682  DESIGNATION -  BOUNDARY MI COR 250+5610 CO NM
 GN0682  PID         -  GN0682
 GN0682  STATE/COUNTY-  CO/LA PLATA
 GN0682  USGS QUAD   -  BURNT MESA (1971)
 GN0682
 GN0682                         *CURRENT SURVEY CONTROL
 GN0682  ___________________________________________________________________
 GN0682* NAD 83(1992)-  36 59 59.91796(N)    107 35 47.99836(W)     ADJUSTED  
 GN0682* NAVD 88     -      1895.0    (meters)    6217.     (feet)  GPS OBS   
 GN0682  ___________________________________________________________________
 GN0682  X           -  -1,542,254.626 (meters)                     COMP
 GN0682  Y           -  -4,862,784.275 (meters)                     COMP
 GN0682  Z           -   3,818,519.453 (meters)                     COMP
 GN0682  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 GN0682  ELLIP HEIGHT-        1874.85  (meters)          (10/21/02) GPS OBS
 GN0682  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 GN0682
 GN0682  HORZ ORDER  -  B
 GN0682  ELLP ORDER  -  FOURTH    CLASS II
 GN0682
 GN0682.The horizontal coordinates were established by GPS observations
 GN0682.and adjusted by the National Geodetic Survey in May 1992..
 GN0682
 GN0682.The orthometric height was determined by GPS observations and a
 GN0682.high-resolution geoid model.
 GN0682
 GN0682.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GN0682
 GN0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 GN0682
 GN0682.The ellipsoidal height was determined by GPS observations
 GN0682.and is referenced to NAD 83.
 GN0682
 GN0682.The geoid height was determined by GEOID03.
 GN0682
 GN0682;                    North         East     Units Scale Factor Converg.
 GN0682;SPC CO S     -   343,887.736   727,780.247   MT  1.00005054   -1 17 09.8
 GN0682;SPC CO S     - 1,128,238.35  2,387,725.69   sFT  1.00005054   -1 17 09.8
 GN0682;SPC NM W     -   665,504.843   851,064.404   MT  0.99992213   +0 08 32.7
 GN0682;SPC NM W     - 2,183,410.47  2,792,200.47   sFT  0.99992213   +0 08 32.7
 GN0682;SPC NM C     -   666,315.364   380,139.869   MT  1.00007693   -0 48 37.9
 GN0682;SPC NM C     - 2,186,069.66  1,247,175.55   sFT  1.00007693   -0 48 37.9
 GN0682;UTM  13      - 4,098,022.144   268,936.783   MT  1.00025777   -1 33 48.3
 GN0682
 GN0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GN0682!SPC CO S     -   0.99970586  x   1.00005054  =   0.99975639
 GN0682!SPC NM W     -   0.99970586  x   0.99992213  =   0.99962802
 GN0682!SPC NM C     -   0.99970586  x   1.00007693  =   0.99978277
 GN0682!UTM  13      -   0.99970586  x   1.00025777  =   0.99996356
 GN0682
 GN0682                          SUPERSEDED SURVEY CONTROL
 GN0682
 GN0682  NAD 83(1986)-  36 59 59.91804(N)    107 35 48.00220(W) AD(       ) 3
 GN0682  ELLIP H (05/26/92) 1874.84   (m)                       GP(       ) 4 1
 GN0682  NGVD 29 (06/11/92) 1893.8    (m)         6213.     (f) GPS OBS        
 GN0682
 GN0682.Superseded values are not recommended for survey control.
 GN0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0682.See file dsdata.txt to determine how the superseded data were derived.
 GN0682
 GN0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA6893798022(NAD 83)
 GN0682_MARKER: DU = BOUNDARY MARKER
 GN0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0682_SP_SET: CONCRETE POST
 GN0682_STAMPING: 250+56.10
 GN0682_MARK LOGO: USSC  
 GN0682_MAGNETIC: N = NO MAGNETIC MATERIAL
 GN0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0682+STABILITY: SURFACE MOTION
 GN0682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GN0682+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1991
 GN0682
 GN0682  HISTORY     - Date     Condition        Report By
 GN0682  HISTORY     - 1925     MONUMENTED       USSC
 GN0682  HISTORY     - 19910710 GOOD
 GN0682  HISTORY     - 20050616 GOOD             INDIV
 GN0682
 GN0682                          STATION DESCRIPTION
 GN0682
 GN0682'DESCRIBED BY US SUPREME COURT 1925
 GN0682'NOTE--BRIDGE WITH TWO TON LIMIT ENROUTE TO STATION, OR FORD THE RIVER.
 GN0682'STATION IS LOCATED ABOUT 35 KM (21.7 MI) SOUTHEAST OF DURANGO, 15 KM
 GN0682'(9.3 MI) SOUTH OF IGNACIO, 0.75 KM (0.47 MI) EAST OF STATE HIGHWAY
 GN0682'172, ON THE COLORADO-NEW MEXICO STATE LINE, AT THE SOUTHWEST CORNER
 GN0682'OF THE MESA, NEAR THE SOUTHWEST CORNER OF THE LA BOCA CEMETERY, IN
 GN0682'CENTRAL SECTION 22, T 32 N, R 7 W.  OWNERSHIP--LA BOCA RANCH.
 GN0682'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 151 AND 172 IN IGNACIO,
 GN0682'GO SOUTH ON HIGHWAY 172 FOR 6.8 MI (10.9 KM) TO COUNTY ROAD 322 ON
 GN0682'THE LEFT.  CONTINUE AHEAD FOR 0.95 MI (1.53 KM) TO THE ENTRANCE TO
 GN0682'THE LA BOCA RANCH ON THE LEFT AT MILE 1.1 AND ON THE OUTSIDE OF A
 GN0682'CURVE. BEAR LEFT, SOUTHEAST, ON GRAVEL ROAD THROUGH THE RANCH FOR
 GN0682'0.55 MI (0.89 KM) TO AN OLD RAILROAD BRIDGE OVER THE SAN JUAN RIVER.
 GN0682'CONTINUE AHEAD FOR 0.45 MI (0.72 KM) TO A FORK.  KEEP LEFT, UPHILL,
 GN0682'ON MAIN ROAD FOR 0.15 MI (0.24 KM) TO A FORK AT TOP OF HILL.  KEEP
 GN0682'RIGHT, SOUTH, FOR 0.1 MI (0.2 KM) TO A NARROW GRADED ROAD ON THE
 GN0682'RIGHT.  BEAR RIGHT, SOUTHWEST, ON GRADED ROAD FOR 0.1 MI (0.2 KM) TO
 GN0682'THE GATE AT THE LA BOCA CEMETERY.  BEAR RIGHT AROUND WEST SIDE OF
 GN0682'CEMETERY FOR ABOUT 150 FT (45.7 M) TO THE SOUTHWEST CORNER AND END OF
 GN0682'TRUCK TRAVEL AND STATION TO THE SOUTHWEST.
 GN0682'STATION MARK IS SET IN THE TOP OF A 40-CM ROUND CONCRETE POST IN A
 GN0682'METAL SLEEVE PROJECTING 20 CM ABOVE THE GROUND AND UNDER THE BORDER
 GN0682'FENCE.  IT IS 28.4 M (93.2 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 GN0682'THE CEMETERY FENCE, 0.4 M (1.3 FT) EAST OF A FIBERGLASS WITNESS POST,
 GN0682'AND 0.9 M (3.0 FT) EAST OF A FENCE CORNER.
 GN0682'DESCRIBED BY G.R.HEID
 GN0682
 GN0682                          STATION RECOVERY (1991)
 GN0682
 GN0682'RECOVERED 1991
 GN0682'RECOVERED IN GOOD CONDITION.
 GN0682
 GN0682                          STATION RECOVERY (2005)
 GN0682
 GN0682'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BHI)
 GN0682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0340 ***********************************************************************
 HL0340  DESIGNATION -  BOUNDARY MI COR 265+64.90
 HL0340  PID         -  HL0340
 HL0340  STATE/COUNTY-  CO/LA PLATA
 HL0340  USGS QUAD   -  MOUNT NEBO (1985)
 HL0340
 HL0340                         *CURRENT SURVEY CONTROL
 HL0340  ___________________________________________________________________
 HL0340* NAD 83(1992)-  36 59 59.00611(N)    107 52 11.63291(W)     ADJUSTED  
 HL0340* NAVD 88     -      1821.679  (meters)    5976.63   (feet)  ADJUSTED  
 HL0340  ___________________________________________________________________
 HL0340  X           -  -1,565,413.817 (meters)                     COMP
 HL0340  Y           -  -4,855,334.597 (meters)                     COMP
 HL0340  Z           -   3,818,452.800 (meters)                     COMP
 HL0340  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 HL0340  ELLIP HEIGHT-        1801.41  (meters)          (12/03/02) GPS OBS
 HL0340  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 HL0340  DYNAMIC HT  -        1819.361 (meters)    5969.02  (feet)  COMP
 HL0340  MODELED GRAV-     979,295.0   (mgal)                       NAVD 88
 HL0340
 HL0340  HORZ ORDER  -  FIRST
 HL0340  VERT ORDER  -  FIRST     CLASS II
 HL0340  ELLP ORDER  -  FOURTH    CLASS II
 HL0340
 HL0340.The horizontal coordinates were established by GPS observations
 HL0340.and adjusted by the National Geodetic Survey in July 1997..
 HL0340
 HL0340.The orthometric height was determined by differential leveling
 HL0340.and adjusted by the National Geodetic Survey in June 1991..
 HL0340
 HL0340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HL0340
 HL0340.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0340
 HL0340.The ellipsoidal height was determined by GPS observations
 HL0340.and is referenced to NAD 83.
 HL0340
 HL0340.The geoid height was determined by GEOID03.
 HL0340
 HL0340.The dynamic height is computed by dividing the NAVD 88
 HL0340.geopotential number by the normal gravity value computed on the
 HL0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0340.degrees latitude (g = 980.6199 gals.).
 HL0340
 HL0340.The modeled gravity was interpolated from observed gravity values.
 HL0340
 HL0340;                    North         East     Units Scale Factor Converg.
 HL0340;SPC CO S     -   344,441.078   703,464.436   MT  1.00005061   -1 27 13.1
 HL0340;SPC CO S     - 1,130,053.77  2,307,949.57   sFT  1.00005061   -1 27 13.1
 HL0340;UTM  13      - 4,098,692.751   244,617.139   MT  1.00040353   -1 43 41.1
 HL0340
 HL0340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0340!SPC CO S     -   0.99971738  x   1.00005061  =   0.99976798
 HL0340!UTM  13      -   0.99971738  x   1.00040353  =   1.00012080
 HL0340
 HL0340                          SUPERSEDED SURVEY CONTROL
 HL0340
 HL0340  ELLIP H (07/06/97) 1801.40   (m)                       GP(       ) 3 1
 HL0340
 HL0340.Superseded values are not recommended for survey control.
 HL0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0340.See file dsdata.txt to determine how the superseded data were derived.
 HL0340
 HL0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA4461798693(NAD 83)
 HL0340_MARKER: DU = BOUNDARY MARKER
 HL0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0340_SP_SET: CONCRETE POST
 HL0340_STAMPING: 265+64.90
 HL0340_MARK LOGO: USSC  
 HL0340_PROJECTION: PROJECTING 30 CENTIMETERS
 HL0340_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HL0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0340+STABILITY: SURFACE MOTION
 HL0340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HL0340+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1992
 HL0340
 HL0340  HISTORY     - Date     Condition        Report By
 HL0340  HISTORY     - 1925     MONUMENTED       USSC
 HL0340  HISTORY     - 1984     GOOD             NGS
 HL0340  HISTORY     - 19920421 GOOD             NGS
 HL0340  HISTORY     - 19920421 GOOD             NGS
 HL0340
 HL0340                          STATION DESCRIPTION
 HL0340
 HL0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HL0340'33.3 KM (20.65 MI) SOUT FROM DURANGO.
 HL0340'33.3 KM (20.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM ITS NORTH
 HL0340'JUNCTION WITH U.S. HIGHWAY 160 IN DURANGO, AT THE COLORADO-NEW MEXICO
 HL0340'STATE LINE, 34.7 METERS (113.8 FT) WEST OF THE CENTERLINE OF THE
 HL0340'HIGHWAY, 33.8 METERS (110.9 FT) NORTH-NORTHWEST OF THE WEST LEG OF AN
 HL0340'INFORMATION SIGN (YOU ARE LEAVING NEW MEXICO), 14.2 METERS (46.6 FT)
 HL0340'WEST OF BENCH MARK Q 430, AND 13.9 METERS (45.6 FT) WEST OF A FENCE.
 HL0340'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
 HL0340
 HL0340                          STATION RECOVERY (1992)
 HL0340
 HL0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HL0340'TWO WITNESS POSTS ADDED, 0.8 M (2.62 FT) WEST OF A WITNESS POST AND
 HL0340'0.9 M (2.95 FT) EAST OF A WITNESS POST.
 HL0340
 HL0340                          STATION RECOVERY (1992)
 HL0340
 HL0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RSC)
 HL0340'THE STATION IS LOCATED ABOUT 19 MI (30.6 KM) SOUTH OF DURANGO,
 HL0340'COLORADO, 15.5 MI (24.9 KM) SOUTHWEST OF IGNACIO, COLORADO, 14 MI
 HL0340'(22.5 KM) NORTHEAST OF AZTEC, NEW MEXICO ON THE COLORADO-NEW MEXICO
 HL0340'STATE LINE, IT IS IN THE SOUTHWEST 1/4 OF SECTION 19, T 32 N, R 9 W,
 HL0340'AT U. S. HIGHWAY 550 MILEPOST 0.0.  OWNERSHIP--  TO REACH THE STATION
 HL0340'FROM THE JUNCTION OF U.  S.  HIGHWAY 160 AND U. S. HIGHWAY 550
 HL0340'SOUTHEAST OF DURANGO, GO SOUTH OF U.  S.  HIGHWAY 550 FOR 16.3 MI
 HL0340'(26.2 KM) TO THE STATION ON THE RIGHT AT THE STATE LINE  THE STATION
 HL0340'MARK IS A STANDARD U.  S.  SUPREME COURT BOUNDARY DISK SET IN A
 HL0340'CONCRETE POST PROJECTING 1 FT (0.3 M) ABOVE THE GROUND.  IT IS 113.8
 HL0340'FT (34.7 M) WEST OF THE CENTER LINE OF THE HIGHWAY, 110.9 FT (33.8 M)
 HL0340'NORTH-NORTHWEST OF THE WEST LEG OF AN INFORMATION SIGN (YOU ARE
 HL0340'LEAVING NEW MEXICO) , 46.6 FT (14.2 M) WEST OF BENCH MARK Q 430, 45.6
 HL0340'FT (13.9 M) WEST OF A NEW MEXICO RIGHT-OF-WAY FENCE, 0.9 M (3.0 FT)
 HL0340'EAST OF A WITNESS POST, 0.8 M (2.6 FT) WEST OF A WITNESS POST AND
 HL0340'ABOUT 2.0 M (6.6 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD9253 ***********************************************************************
 AD9253  DESIGNATION -  BOUNDARY MI COR 313+68.00
 AD9253  PID         -  AD9253
 AD9253  STATE/COUNTY-  CO/MONTEZUMA
 AD9253  USGS QUAD   -  SKINNEY ROCK (1983)
 AD9253
 AD9253                         *CURRENT SURVEY CONTROL
 AD9253  ___________________________________________________________________
 AD9253* NAD 83(1992)-  36 59 55.83638(N)    108 44 55.70415(W)     ADJUSTED  
 AD9253* NAVD 88     -      1562.6    (meters)    5127.     (feet)  GPS OBS   
 AD9253  ___________________________________________________________________
 AD9253  X           -  -1,639,659.162 (meters)                     COMP
 AD9253  Y           -  -4,830,610.656 (meters)                     COMP
 AD9253  Z           -   3,818,218.675 (meters)                     COMP
 AD9253  LAPLACE CORR-           2.74  (seconds)                    DEFLEC99
 AD9253  ELLIP HEIGHT-        1542.08  (meters)          (12/03/02) GPS OBS
 AD9253  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 AD9253
 AD9253  HORZ ORDER  -  FIRST
 AD9253  ELLP ORDER  -  FOURTH    CLASS II
 AD9253
 AD9253.The horizontal coordinates were established by GPS observations
 AD9253.and adjusted by the National Geodetic Survey in July 1997..
 AD9253
 AD9253.The orthometric height was determined by GPS observations and a
 AD9253.high-resolution geoid model.
 AD9253
 AD9253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9253
 AD9253.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9253
 AD9253.The ellipsoidal height was determined by GPS observations
 AD9253.and is referenced to NAD 83.
 AD9253
 AD9253.The geoid height was determined by GEOID03.
 AD9253
 AD9253;                    North         East     Units Scale Factor Converg.
 AD9253;SPC CO S     -   346,696.078   625,259.336   MT  1.00005083   -1 59 33.9
 AD9253;SPC CO S     - 1,137,452.05  2,051,371.67   sFT  1.00005083   -1 59 33.9
 AD9253;UTM  12      - 4,097,113.061   700,319.700   MT  1.00009436   +1 21 18.8
 AD9253
 AD9253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9253!SPC CO S     -   0.99975806  x   1.00005083  =   0.99980887
 AD9253!UTM  12      -   0.99975806  x   1.00009436  =   0.99985239
 AD9253
 AD9253                          SUPERSEDED SURVEY CONTROL
 AD9253
 AD9253  ELLIP H (07/06/97) 1542.09   (m)                       GP(       ) 3 1
 AD9253
 AD9253.Superseded values are not recommended for survey control.
 AD9253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9253.See file dsdata.txt to determine how the superseded data were derived.
 AD9253
 AD9253_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF0032097113(NAD 83)
 AD9253_MARKER: DU = BOUNDARY MARKER
 AD9253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9253_STAMPING: 313+68.00
 AD9253_MARK LOGO: USSC  
 AD9253_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD9253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9253+STABILITY: SURFACE MOTION
 AD9253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9253+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AD9253
 AD9253  HISTORY     - Date     Condition        Report By
 AD9253  HISTORY     - 1993     MONUMENTED       NGS
 AD9253  HISTORY     - 20050616 GOOD             INDIV
 AD9253
 AD9253                          STATION DESCRIPTION
 AD9253
 AD9253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RSC)
 AD9253'THE STATION IS LOCATED ABOUT 24.7 MI (39.7 KM) SOUTH OF CORTEZ, 16 MI
 AD9253'(25.7 KM) EAST OF FOUR CORNERS, 15 MI (24.1 KM) NORTH OF SHIPROCK AND
 AD9253'ON THE STATE LINE, AT U. S. HIGHWAY 666 MILEPOST 0.0  TO REACH THE
 AD9253'STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY 160 AND U. S. HIGHWAY
 AD9253'666, ABOUT 6.5 MI (10.5 KM) NORTH OF THE STATE LINE, GO SOUTH 6.5 MI
 AD9253'(10.5 KM) TO THE STATE LINE AND THE MARK ON THE LEFT  THE STATION MARK
 AD9253'IS A STANDARD DISK SET IN THE TOP OF AN 18-INCH CONCRETE POST
 AD9253'PROJECTING 8 IN ABOVE THE GROUND.  IT IS 71.6 M (234.9 FT) EAST OF U.
 AD9253'S. HIGHWAY 666, 49.0 M (160.8 FT) NORTH OF THE CENTER OF A CATTLE
 AD9253'GUARD, 43.5 M (142.7 FT) NORTHWEST OF A DIRT ROAD GOING EAST, 0.7 M
 AD9253'(2.3 FT) SOUTH-SOUTHEAST OF A WITNESS POST, 0.3 M (1.0 FT) SOUTH OF A
 AD9253'FENCE POST AND ABOUT LEVEL WITH THE HIGHWAY.
 AD9253
 AD9253                          STATION RECOVERY (2005)
 AD9253
 AD9253'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BHI)
 AD9253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GO0510 ***********************************************************************
 GO0510  CBN         -  This is a Cooperative Base Network Control Station.
 GO0510  DESIGNATION -  BOUNDARY MI COR 330 CO NM
 GO0510  PID         -  GO0510
 GO0510  STATE/COUNTY-  CO/MONTEZUMA
 GO0510  USGS QUAD   -  TEEC NOS POS (1982)
 GO0510
 GO0510                         *CURRENT SURVEY CONTROL
 GO0510  ___________________________________________________________________
 GO0510* NAD 83(1992)-  36 59 56.30890(N)    109 02 35.67350(W)     ADJUSTED  
 GO0510* NAVD 88     -      1479.1    (meters)    4853.     (feet)  GPS OBS   
 GO0510  ___________________________________________________________________
 GO0510  X           -  -1,664,436.618 (meters)                     COMP
 GO0510  Y           -  -4,822,049.359 (meters)                     COMP
 GO0510  Z           -   3,818,179.886 (meters)                     COMP
 GO0510  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 GO0510  ELLIP HEIGHT-        1458.29  (meters)          (10/21/02) GPS OBS
 GO0510  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 GO0510
 GO0510  HORZ ORDER  -  B
 GO0510  ELLP ORDER  -  FOURTH    CLASS II
 GO0510
 GO0510.The horizontal coordinates were established by GPS observations
 GO0510.and adjusted by the National Geodetic Survey in May 1992..
 GO0510
 GO0510.The orthometric height was determined by GPS observations and a
 GO0510.high-resolution geoid model.
 GO0510
 GO0510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GO0510
 GO0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 GO0510
 GO0510.The ellipsoidal height was determined by GPS observations
 GO0510.and is referenced to NAD 83.
 GO0510
 GO0510.The geoid height was determined by GEOID03.
 GO0510
 GO0510;                    North         East     Units Scale Factor Converg.
 GO0510;SPC CO S     -   347,663.314   599,067.255   MT  1.00005080   -2 10 24.1
 GO0510;SPC CO S     - 1,140,625.39  1,965,439.82   sFT  1.00005080   -2 10 24.1
 GO0510;SPC AZ E     -   665,946.302   313,350.977   MT  1.00002313   +0 40 34.1
 GO0510;SPC AZ E     - 2,184,863.20  1,028,054.39   iFT  1.00002313   +0 40 34.1
 GO0510;SPC UT S     - 3,039,753.502   718,667.582   MT  1.00004445   +1 30 18.8
 GO0510;UTM  12      - 4,096,548.302   674,116.331   MT  0.99997348   +1 10 40.3
 GO0510
 GO0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GO0510!SPC CO S     -   0.99977120  x   1.00005080  =   0.99982199
 GO0510!SPC AZ E     -   0.99977120  x   1.00002313  =   0.99979432
 GO0510!SPC UT S     -   0.99977120  x   1.00004445  =   0.99981564
 GO0510!UTM  12      -   0.99977120  x   0.99997348  =   0.99974469
 GO0510
 GO0510|---------------------------------------------------------------------|
 GO0510| PID    Reference Object                     Distance      Geod. Az  |
 GO0510|                                                           dddmmss.s |
 GO0510| AD9256 CO UT AZ NM                         171.763 METERS 27004     |
 GO0510|---------------------------------------------------------------------|
 GO0510
 GO0510                          SUPERSEDED SURVEY CONTROL
 GO0510
 GO0510  NAD 83(1992)-  36 59 56.31320(N)    109 02 35.67611(W) AD(       ) B
 GO0510  NAD 83(1986)-  36 59 56.31320(N)    109 02 35.67611(W) AD(       ) 3
 GO0510  ELLIP H (05/26/92) 1458.29   (m)                       GP(       ) 4 1
 GO0510  NGVD 29 (06/11/92) 1478.5    (m)         4851.     (f) GPS OBS        
 GO0510
 GO0510.Superseded values are not recommended for survey control.
 GO0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GO0510.See file dsdata.txt to determine how the superseded data were derived.
 GO0510
 GO0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF7411696548(NAD 83)
 GO0510_MARKER: DU = BOUNDARY MARKER
 GO0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GO0510_SP_SET: CONCRETE POST
 GO0510_STAMPING: 330
 GO0510_MARK LOGO: USSC  
 GO0510_MAGNETIC: O = OTHER; SEE DESCRIPTION
 GO0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GO0510+STABILITY: SURFACE MOTION
 GO0510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GO0510+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 GO0510
 GO0510  HISTORY     - Date     Condition        Report By
 GO0510  HISTORY     - 1925     MONUMENTED       USSC
 GO0510  HISTORY     - 19910809 GOOD
 GO0510  HISTORY     - 19920312 GOOD             NGS
 GO0510  HISTORY     - 19930702 GOOD             NGS
 GO0510  HISTORY     - 19990625 GOOD             NAVNAT
 GO0510  HISTORY     - 20050616 GOOD             INDIV
 GO0510
 GO0510                          STATION DESCRIPTION
 GO0510
 GO0510'DESCRIBED BY US SUPREME COURT 1925
 GO0510'STATION IS LOCATED ON THE COLORADO-NEW MEXICO STATE LINE, ABOUT 0.2 KM
 GO0510'(0.1 MI) EAST OF THE FOUR CORNERS BOUNDARY MONUMENT, IN AN OPEN, FLAT
 GO0510'AREA WITH VERY LITTLE VEGETATION, NEAR THE JUNCTION OF TRACK ROADS,
 GO0510'IN SOUTH CENTRAL SECTION 20, T 32 N, R 20 W. OWNERSHIP--OFFICE OF
 GO0510'NAVAJO TRIBAL LAND ADMINISTRATION, THE NAVAJO NATION, PO BOX 308,
 GO0510'WINDOW ROCK, AZ 86515.  CONTACT MELVIN F. BAUTISTA ABOUT LOCKED GATE
 GO0510'AT NIGHT.  PHONE IS 602-871-4530 OR 602-871-7040.
 GO0510'TO REACH FROM THE JUNCTION OF US HIGHWAYS 160 AND 666 ABOUT 20 MI
 GO0510'(32.2 KM) SOUTHWEST OF CORTEZ, GO SOUTHWEST ON HIGHWAY 160 FOR 18.0
 GO0510'MI (29.0 KM) TO THE BRIDGE OVER THE SAN JUAN RIVER.  CONTINUE AHEAD
 GO0510'FOR 0.9 MI (1.4 KM) TO A PAVED ROAD RIGHT AT TOP OF GRADE.  TURN
 GO0510'RIGHT, NORTHWEST, PASSING THROUGH POLE GATE, FOR 0.3 MI (0.5 KM) TO
 GO0510'THE TOLL BOOTH.  CONTINUE AHEAD FOR 0.15 MI (0.24 KM) TO A GRAVEL
 GO0510'PARKING LOT ON THE RIGHT JUST BEFORE REACHING A CIRCULAR DRIVE AROUND
 GO0510'THE FOUR CORNERS MONUMENT.  TURN RIGHT, EAST, THROUGH GRAVEL LOT, ON
 GO0510'A TRACK ROAD FOR 0.05 MI (0.08 KM) TO A DIM REVERSE FORK RIGHT AND
 GO0510'STATION ON THE RIGHT.
 GO0510'STATION MARK IS SET IN THE TOP OF A 20-CM ROUND CONCRETE POST IN A
 GO0510'METAL SLEEVE PROJECTING 40 CM ABOVE GROUND.  IT IS 0.8 M (2.6 FT)
 GO0510'EAST OF A FIBERGLASS WITNESS POST, 5.8 M (19.0 FT) WEST OF THE CENTER
 GO0510'OF A TRACK ROAD AND 34.5 M (113.2 FT) SOUTH-SOUTHEAST OF THE VEE OF
 GO0510'THE FORK.
 GO0510'DESCRIBED BY G.R.HEID
 GO0510
 GO0510                          STATION RECOVERY (1991)
 GO0510
 GO0510'RECOVERED 1991
 GO0510'RECOVERED IN GOOD CONDITION.
 GO0510
 GO0510                          STATION RECOVERY (1992)
 GO0510
 GO0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 GO0510'THE STATION IS LOCATED ON THE COLORADO-NEW MEXICO STATE LINE, ABOUT
 GO0510'0.2 KM (0.1 MI) EAST OF THE FOUR CORNERS BOUNDARY MONUMENT, IN AN
 GO0510'OPEN FLAT AREA WITH VERY LITTLE VEGETATION, NEAR THE JUNCTION OF
 GO0510'TRACK ROADS. OWNERSHIP--OFFICE OF NAVAJO TRIBAL LAND ADMINISTRATION,
 GO0510'THE NAVAJO NATION, P.O. BOX 308, WINDOW ROCK, AZ 86515.  CONTACT
 GO0510'MELVIN F. BAUTISTA ABOUT LOCKED GATE AT NIGHT, PHONE 602-871-4530.
 GO0510'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 160 AND 666,
 GO0510'ABOUT 32 KM (19.9 MI) SOUTHWEST OF CORTEZ, GO SOUTHWEST ON HIGHWAY
 GO0510'160 FOR 29 KM (18.0 MI) TO THE BRIDGE OVER THE SAN JUAN RIVER.
 GO0510'CONTINUE AHEAD FOR 1.4 KM (0.9 MI) TO A PAVED ROAD RIGHT AT TOP OF
 GO0510'GRADE.  TURN RIGHT, NORTHWEST, PASSING THROUGH POLE GATE FOR 0.5 KM
 GO0510'(0.3 MI) TO THE TOLL BOOTH.  CONTINUE AHEAD FOR 0.24 KM (0.15 MI) TO
 GO0510'A GRAVEL PARKING LOT ON THE RIGHT, JUST BEFORE REACHING A CIRCULAR
 GO0510'DRIVE AROUND THE FOUR CORNERS MONUMENT.  TURN RIGHT, EAST, THROUGH
 GO0510'GRAVEL LOT, ON A TRACK ROAD FOR 0.08 KM (0.05 MI) TO A DIM REVERSE
 GO0510'FORK RIGHT AND THE STATION ON THE RIGHT.
 GO0510'THE STATION IS A STANDARD DISK SET IN THE TOP OF A 20-CM ROUND
 GO0510'CONCRETE POST PROJECTING 40-CM ABOVE THE GROUND.  LOCATED 34.5 M
 GO0510'(113.2 FT) SOUTH-SOUTHEAST OF THE VEE OF THE FORK, 5.8 M (19.0 FT)
 GO0510'WEST OF THE CENTER OF THE TRACK ROAD AND 0.8 M (2.6 FT) EAST OF A
 GO0510'FIBERGLASS WITNESS POST.
 GO0510
 GO0510                          STATION RECOVERY (1993)
 GO0510
 GO0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RSC)
 GO0510'RECOVERED AS DESCRIBED.
 GO0510
 GO0510                          STATION RECOVERY (1999)
 GO0510
 GO0510'RECOVERY NOTE BY NAVAJO NATION 1999 (LLY)
 GO0510'RECOVERED AS DESCRIBED.  OWNERSHIP--NAVAJO NATION, NAVAJO TRIBAL
 GO0510'TRUST.  CONTACT THE DIRECTOR, NAVAJO NATION PARKS AND RECREATION
 GO0510'DEPARTMENT, PO BOX 9000, WINDOW ROCK, AZ 86515.  PHONE 520-871-6647.
 GO0510
 GO0510                          STATION RECOVERY (2005)
 GO0510
 GO0510'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BHI)
 GO0510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0488 ***********************************************************************
 HJ0488  CBN         -  This is a Cooperative Base Network Control Station.
 HJ0488  DESIGNATION -  BOUNDARY MI COR CO NM OK RESET
 HJ0488  PID         -  HJ0488
 HJ0488  STATE/COUNTY-  CO/BACA
 HJ0488  USGS QUAD   -  FURNISH CANYON EAST (1978)
 HJ0488
 HJ0488                         *CURRENT SURVEY CONTROL
 HJ0488  ___________________________________________________________________
 HJ0488* NAD 83(1992)-  37 00 00.54012(N)    103 00 08.39357(W)     ADJUSTED  
 HJ0488* NAVD 88     -      1354.7    (meters)    4445.     (feet)  GPS OBS   
 HJ0488  ___________________________________________________________________
 HJ0488  X           -  -1,147,688.204 (meters)                     COMP
 HJ0488  Y           -  -4,970,260.996 (meters)                     COMP
 HJ0488  Z           -   3,818,208.325 (meters)                     COMP
 HJ0488  LAPLACE CORR-          -6.11  (seconds)                    DEFLEC99
 HJ0488  ELLIP HEIGHT-        1332.41  (meters)          (10/21/02) GPS OBS
 HJ0488  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 HJ0488
 HJ0488  HORZ ORDER  -  B
 HJ0488  ELLP ORDER  -  FOURTH    CLASS II
 HJ0488
 HJ0488.The horizontal coordinates were established by GPS observations
 HJ0488.and adjusted by the National Geodetic Survey in May 1994..
 HJ0488
 HJ0488.The orthometric height was determined by GPS observations and a
 HJ0488.high-resolution geoid model.
 HJ0488
 HJ0488.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HJ0488
 HJ0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0488
 HJ0488.The ellipsoidal height was determined by GPS observations
 HJ0488.and is referenced to NAD 83.
 HJ0488
 HJ0488.The geoid height was determined by GEOID03.
 HJ0488
 HJ0488;                    North         East     Units Scale Factor Converg.
 HJ0488;SPC CO S     -   344,784.658 1,136,707.771   MT  1.00005050   +1 31 55.3
 HJ0488;SPC CO S     - 1,131,181.00  3,729,348.75   sFT  1.00005050   +1 31 55.3
 HJ0488;SPC OK N     -   233,403.724   154,909.292   MT  1.00005094   -2 57 07.6
 HJ0488;SPC OK N     -   765,758.72    508,231.57   sFT  1.00005094   -2 57 07.6
 HJ0488;SPC NM E     -   666,320.990   283,466.656   MT  1.00008193   +0 48 04.0
 HJ0488;SPC NM E     - 2,186,088.11    930,006.85   sFT  1.00008193   +0 48 04.0
 HJ0488;UTM  13      - 4,096,754.348   677,754.353   MT  0.99998925   +1 12 09.2
 HJ0488
 HJ0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0488!SPC CO S     -   0.99979095  x   1.00005050  =   0.99984144
 HJ0488!SPC OK N     -   0.99979095  x   1.00005094  =   0.99984188
 HJ0488!SPC NM E     -   0.99979095  x   1.00008193  =   0.99987286
 HJ0488!UTM  13      -   0.99979095  x   0.99998925  =   0.99978020
 HJ0488
 HJ0488:                Primary Azimuth Mark                     Grid Az
 HJ0488:SPC CO S     -  COLLINS                                  303 18 12.2
 HJ0488:SPC OK N     -  COLLINS                                  307 47 15.1
 HJ0488:SPC NM E     -  COLLINS                                  304 02 03.5
 HJ0488:UTM  13      -  COLLINS                                  303 37 58.3
 HJ0488
 HJ0488|---------------------------------------------------------------------|
 HJ0488| PID    Reference Object                     Distance      Geod. Az  |
 HJ0488|                                                           dddmmss.s |
 HJ0488| HJ0394 COLLINS                             APPROX. 3.3 KM 3045007.5 |
 HJ0488| HJ0392 BOUNDARY MI COR OLD CO NM OK        283.241 METERS 35956     |
 HJ0488|---------------------------------------------------------------------|
 HJ0488
 HJ0488                          SUPERSEDED SURVEY CONTROL
 HJ0488
 HJ0488  ELLIP H (05/09/94) 1332.42   (m)                       GP(       ) 4 2
 HJ0488  NAD 83(1992)-  37 00 00.54014(N)    103 00 08.39355(W) AD(       ) B
 HJ0488  NAD 83(1986)-  37 00 00.54161(N)    103 00 08.38291(W) AD(       ) 2
 HJ0488  NAD 27      -  37 00 00.47300(N)    103 00 06.63100(W) AD(       ) 2
 HJ0488
 HJ0488.Superseded values are not recommended for survey control.
 HJ0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0488.See file dsdata.txt to determine how the superseded data were derived.
 HJ0488
 HJ0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA7775496754(NAD 83)
 HJ0488_MARKER: Z = SEE DESCRIPTION
 HJ0488_SETTING: 0 = UNSPECIFIED SETTING
 HJ0488_MARK LOGO: BLM   
 HJ0488_MAGNETIC: N = NO MAGNETIC MATERIAL
 HJ0488_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HJ0488+STABILITY: POSITION/ELEVATION WELL
 HJ0488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HJ0488+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1994
 HJ0488
 HJ0488  HISTORY     - Date     Condition        Report By
 HJ0488  HISTORY     - 1990     MONUMENTED       BLM
 HJ0488  HISTORY     - 19930517 GOOD             NGS
 HJ0488  HISTORY     - 19940207 SEE DESCRIPTION  CODOT
 HJ0488
 HJ0488                          STATION DESCRIPTION
 HJ0488
 HJ0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 HJ0488'NOTE--THE DISK HAS BEEN REMOVED AND A NAIL HAS BEEN CEMENTED IN THE
 HJ0488'PLACE OF THE SHANK OF THE DISK.
 HJ0488'STATION IS LOCATED ABOUT 45 KM (27.95 MI) SOUTH-SOUTHWEST OF
 HJ0488'PRITCHETT, 40 KM (24.85 MI) WEST-SOUTHWEST OF CAMPO, AT THE
 HJ0488'COLORADO-NEW MEXICO-OKLAHOMA BOUNDARY CORNER, IN A FLAT, OPEN AREA,
 HJ0488'ON THE SOUTH EDGE OF COLORADO SECTION 14, T 35 S, R 50 W.
 HJ0488'OWNERSHIP--US DEPARTMENT OF THE INTERIOR.
 HJ0488'TO REACH FROM THE PRITCHETT POST OFFICE, GO WEST, THEN SOUTH ON
 HJ0488'HIGHWAY 160 FOR 13.21 KM (8.20 MI) TO A HIGHWAY CURVE RIGHT.  KEEP
 HJ0488'LEFT, SOUTH, ON COUNTY ROAD 10 (GRAVEL) FOR 14.30 KM (8.90 MI) TO A
 HJ0488'T-ROAD.  TURN RIGHT, WEST, ON COUNTY ROAD M FOR 3.18 KM (1.95 MI) TO
 HJ0488'A CROSSROAD AT A STONE BUILDING IN THE SOUTHWEST ANGLE OF THE
 HJ0488'JUNCTION.  TURN LEFT, SOUTH, ON COUNTY ROAD 8 FOR 16.55 KM
 HJ0488'(10.30 MI) TO COUNTY ROAD D ON THE RIGHT (LEADS TO RANCH BUILDINGS).
 HJ0488'CONTINUE AHEAD, SOUTHERLY, FOR 1.06 KM (0.65 MI) TO A FORK.  BEAR
 HJ0488'RIGHT, WEST, ON COUNTY ROAD C FOR 0.98 KM (0.60 MI) TO A ROAD LEFT.
 HJ0488'TURN LEFT, SOUTH, ON COUNTY ROAD 5.5 FOR 2.44 KM (1.50 MI) (PASSING
 HJ0488'THE FURNISH CANYON CHURCH) TO A ROAD RIGHT.  TURN SHARP RIGHT, WEST,
 HJ0488'FOR 1.06 KM (0.65 MI) TO A FORK.  BEAR RIGHT, NORTHWEST, ON A
 HJ0488'CIRCULAR ROAD FOR 0.12 KM (0.05 MI) TO THE STATION IN THE TOP OF THE
 HJ0488'BORDER MONUMENT.
 HJ0488'STATION IS A PUNCH MARK ON A NAIL CEMENTED IN A DRILL HOLE IN THE TOP
 HJ0488'OF THE OBILISK. THE MONUMENT IS A 20-CM SQUARE GRANITE SHAFT
 HJ0488'PROJECTING 0.9 M (3.0 FT) WITH THE STATE NAMES EMBELLISHED ON THE
 HJ0488'SIDES, AND SITS ON AN 0.9 M (3.0 FT) SQUARE CONCRETE BLOCK THAT
 HJ0488'PROJECTS 0.5 M (1.6 FT) ABOVE THE GROUND.  IT IS 65 M (213.3 FT)
 HJ0488'NORTH OF THE MAIN ROAD, 16 M (52.5 FT) NORTHWEST OF THE CENTER OF THE
 HJ0488'CIRCULAR ROAD, AND 9.2 M (30.2 FT) EAST OF A 30-CM FENCE CORNER POST.
 HJ0488
 HJ0488                          STATION RECOVERY (1994)
 HJ0488
 HJ0488'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1994
 HJ0488'RECOVER MONUMENT AS DESCRIBED IN STATION RECOVERY 1991, EXCEPT THE
 HJ0488'SURVEY DISK HAS BEEN REMOVED BY VANDALS, IT HAS BEEN REPLACE WITH A
 HJ0488'SMALL PIECE OF STAINLESS STEEL ROD, WITH THE TOP ROUNDED AND PUNCHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0392 ***********************************************************************
 HJ0392  DESIGNATION -  BOUNDARY MI COR OLD CO NM OK
 HJ0392  PID         -  HJ0392
 HJ0392  STATE/COUNTY-  CO/BACA
 HJ0392  USGS QUAD   -  FURNISH CANYON EAST (1978)
 HJ0392
 HJ0392                         *CURRENT SURVEY CONTROL
 HJ0392  ___________________________________________________________________
 HJ0392* NAD 83(1992)-  37 00 09.72817(N)    103 00 08.40630(W)     ADJUSTED  
 HJ0392* NAVD 88     -      1373.     (meters)    4505.     (feet)  SCALED    
 HJ0392  ___________________________________________________________________
 HJ0392  LAPLACE CORR-          -6.09  (seconds)                    DEFLEC99
 HJ0392  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 HJ0392
 HJ0392  HORZ ORDER  -  SECOND
 HJ0392
 HJ0392.The horizontal coordinates were established by classical geodetic methods
 HJ0392.and adjusted by the National Geodetic Survey in December 1993..
 HJ0392
 HJ0392.The orthometric height was scaled from a topographic map.
 HJ0392
 HJ0392.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0392
 HJ0392.The geoid height was determined by GEOID03.
 HJ0392
 HJ0392;                    North         East     Units Scale Factor Converg.
 HJ0392;SPC CO S     -   345,067.804 1,136,699.884   MT  1.00004986   +1 31 55.2
 HJ0392;SPC CO S     - 1,132,109.95  3,729,322.87   sFT  1.00004986   +1 31 55.2
 HJ0392;SPC NM E     -   666,604.222   283,462.381   MT  1.00008191   +0 48 04.2
 HJ0392;SPC NM E     - 2,187,017.35    929,992.83   sFT  1.00008191   +0 48 04.2
 HJ0392;SPC OK N     -   233,686.620   154,923.565   MT  1.00005159   -2 57 07.6
 HJ0392;SPC OK N     -   766,686.85    508,278.40   sFT  1.00005159   -2 57 07.6
 HJ0392;UTM  13      - 4,097,037.517   677,748.094   MT  0.99998923   +1 12 09.4
 HJ0392
 HJ0392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0392!SPC CO S     -   0.99978813  x   1.00004986  =   0.99983797
 HJ0392!SPC NM E     -   0.99978813  x   1.00008191  =   0.99987002
 HJ0392!SPC OK N     -   0.99978813  x   1.00005159  =   0.99983970
 HJ0392!UTM  13      -   0.99978813  x   0.99998923  =   0.99977736
 HJ0392
 HJ0392                          SUPERSEDED SURVEY CONTROL
 HJ0392
 HJ0392  NAD 83(1992)-  37 00 09.72817(N)    103 00 08.40640(W) AD(       ) 2
 HJ0392  NAD 83(1986)-  37 00 09.72962(N)    103 00 08.39571(W) AD(       ) 2
 HJ0392  NAD 27      -  37 00 09.66000(N)    103 00 06.64000(W) AD(       ) 2
 HJ0392
 HJ0392.Superseded values are not recommended for survey control.
 HJ0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0392.See file dsdata.txt to determine how the superseded data were derived.
 HJ0392
 HJ0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA7774897038(NAD 83)
 HJ0392_MARKER: 71 = BOUNDARY MONUMENT
 HJ0392
 HJ0392  HISTORY     - Date     Condition        Report By
 HJ0392  HISTORY     - 1881     FIRST OBSERVED   USGLO
 HJ0392  HISTORY     - 1922     GOOD             CGS
 HJ0392
 HJ0392                          STATION DESCRIPTION
 HJ0392
 HJ0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 HJ0392'BOUNDARY MONUMENT STA., ABOUT 13 MILES NORTHWEST OF KENTON, OKLA.
 HJ0392'3 MILES WEST BY NORTH OF PARD COLLINS HOUSE, AND 125 METERS NORTH
 HJ0392'OF A WIRE GATE.  STATION IS A LARGE STONE MONUMENT SURROUNDED BY A
 HJ0392'PILE OF ROCKS.  THE OLD BOUNDARY MILE CORNER ESTABLISHED IN 1881
 HJ0392'(SEE POSITION OF STATION NEW MEXICO-COLORADO BOUNDARY (OLD) M.C.
 HJ0392'1881) IS 283.24 METERS (929.3 FEET) FROM THE STATION N 0 DEG 04 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0395 ***********************************************************************
 HJ0395  DESIGNATION -  BOUNDARY MIPOST 328 CO NM
 HJ0395  PID         -  HJ0395
 HJ0395  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0395  USGS QUAD   -  FURNISH CANYON WEST (1978)
 HJ0395
 HJ0395                         *CURRENT SURVEY CONTROL
 HJ0395  ___________________________________________________________________
 HJ0395* NAD 83(1992)-  37 00 00.70028(N)    103 07 37.50249(W)     ADJUSTED  
 HJ0395* NAVD 88     -      1587.     (meters)    5207.     (feet)  SCALED    
 HJ0395  ___________________________________________________________________
 HJ0395  LAPLACE CORR-          -5.41  (seconds)                    DEFLEC99
 HJ0395  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 HJ0395
 HJ0395  HORZ ORDER  -  SECOND
 HJ0395
 HJ0395.The horizontal coordinates were established by classical geodetic methods
 HJ0395.and adjusted by the National Geodetic Survey in December 1993..
 HJ0395
 HJ0395.The orthometric height was scaled from a topographic map.
 HJ0395
 HJ0395.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0395
 HJ0395.The geoid height was determined by GEOID03.
 HJ0395
 HJ0395;                    North         East     Units Scale Factor Converg.
 HJ0395;SPC CO S     -   344,500.110 1,125,606.455   MT  1.00005049   +1 27 19.8
 HJ0395;SPC CO S     - 1,130,247.44  3,692,927.18   sFT  1.00005049   +1 27 19.8
 HJ0395;SPC NM E     -   666,177.937   272,362.440   MT  1.00005104   +0 43 33.6
 HJ0395;SPC NM E     - 2,185,618.78    893,575.77   sFT  1.00005104   +0 43 33.6
 HJ0395;UTM  13      - 4,096,533.524   666,652.531   MT  0.99994215   +1 07 38.7
 HJ0395
 HJ0395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0395!SPC CO S     -   0.99975448  x   1.00005049  =   0.99980496
 HJ0395!SPC NM E     -   0.99975448  x   1.00005104  =   0.99980551
 HJ0395!UTM  13      -   0.99975448  x   0.99994215  =   0.99969665
 HJ0395
 HJ0395                          SUPERSEDED SURVEY CONTROL
 HJ0395
 HJ0395  NAD 83(1992)-  37 00 00.70108(N)    103 07 37.49969(W) AD(       ) 2
 HJ0395  NAD 83(1986)-  37 00 00.70106(N)    103 07 37.49968(W) AD(       ) 2
 HJ0395  NAD 27      -  37 00 00.63000(N)    103 07 35.74000(W) AD(       ) 2
 HJ0395
 HJ0395.Superseded values are not recommended for survey control.
 HJ0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0395.See file dsdata.txt to determine how the superseded data were derived.
 HJ0395
 HJ0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA6665396534(NAD 83)
 HJ0395_MARKER: I = METAL ROD
 HJ0395_SETTING: 0 = UNSPECIFIED SETTING
 HJ0395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HJ0395
 HJ0395  HISTORY     - Date     Condition        Report By
 HJ0395  HISTORY     - 1902     MONUMENTED       USSC
 HJ0395  HISTORY     - 1922     SEE DESCRIPTION  CGS
 HJ0395
 HJ0395                          STATION DESCRIPTION
 HJ0395
 HJ0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 HJ0395'ON MESA DE MAYA, ABOUT 3 MILES EAST OF SHEEP PEN CANYON, ON
 HJ0395'A GRASSY PRAIRIE, 1 MILE NORTH FROM CIMARRON VALLEY, 3 MILES
 HJ0395'EAST FROM THE STEELE RANCH AND STONE SCHOOLHOUSE IN CIMARRON
 HJ0395'VALLEY, AND 1/4 MILE SOUTHEAST FROM A SMALL LAKE.  THE STATION
 HJ0395'WAS ORIGINALLY MARKED BY AN IRON POST FIRMLY SET IN THE GROUND
 HJ0395'AND SURROUNDED BY A SMALL MOUND OF STONE.  BY DECREE OF THE
 HJ0395'SUPREME COURT OF THE UNITED STATES (268 U.S. 108) IT WAS HELD
 HJ0395'THAT THE TRUE BOUNDARY LINE BETWEEN NEW MEXICO AND COLORADO
 HJ0395'WAS THE LINE ORIGINALLY SURVEYED BY E.N. DARLING IN 1868.  THE
 HJ0395'COURT DIRECTED THE RESURVEY OF THIS LINE AND THE BOUNDARY MARKS
 HJ0395'OF CARPENTERS SURVEY IN 1902 AND 1903 WERE ORDERED
 HJ0395'DESTROYED.  HOWEVER, THIS MARK WAS REPLACED BY A CONCRETE
 HJ0395'SURVEY MONUMENT 8 X 8 X 36 INCHES, SET 24 INCHES IN THE
 HJ0395'GROUND AND WITH A TRIANGLE TEMPLET SEATED IN THE TOP.
 HJ0395'THIS IS NOT TO BE CONSIDERED AS A BOUNDARY MARK BUT AS
 HJ0395'A TRIANGULATION STATION.  A MOUND OF STONE WAS BUILT AROUND
 HJ0395'THE MONUMENT.  NEW MEXICO-COLORADO BOUNDARY MILEPOST NO. 328
 HJ0395'ECCENTRIC MAY BE USED AS AN AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MP0320 ***********************************************************************
 MP0320  DESIGNATION -  BOUNDARY MON 169 M CO WY
 MP0320  PID         -  MP0320
 MP0320  STATE/COUNTY-  CO/ROUTT
 MP0320  USGS QUAD   -  GRIEVE RESERVOIR (1983)
 MP0320
 MP0320                         *CURRENT SURVEY CONTROL
 MP0320  ___________________________________________________________________
 MP0320* NAD 83(1986)-  41 00 10.     (N)    107 16 10.     (W)     SCALED    
 MP0320* NAVD 88     -      2056.339  (meters)    6746.51   (feet)  ADJUSTED  
 MP0320  ___________________________________________________________________
 MP0320  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 MP0320  DYNAMIC HT  -        2054.426 (meters)    6740.23  (feet)  COMP
 MP0320  MODELED GRAV-     979,620.2   (mgal)                       NAVD 88
 MP0320
 MP0320  VERT ORDER  -  SECOND    CLASS 0
 MP0320
 MP0320.The horizontal coordinates were scaled from a topographic map and have
 MP0320.an estimated accuracy of +/- 6 seconds.
 MP0320
 MP0320.The orthometric height was determined by differential leveling
 MP0320.and adjusted by the National Geodetic Survey in June 1991..
 MP0320
 MP0320.The geoid height was determined by GEOID03.
 MP0320
 MP0320.The dynamic height is computed by dividing the NAVD 88
 MP0320.geopotential number by the normal gravity value computed on the
 MP0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0320.degrees latitude (g = 980.6199 gals.).
 MP0320
 MP0320.The modeled gravity was interpolated from observed gravity values.
 MP0320
 MP0320;                    North         East    Units  Estimated Accuracy
 MP0320;SPC CO N     -   491,660.      765,540.      MT  (+/- 180 meters Scaled)
 MP0320
 MP0320                          SUPERSEDED SURVEY CONTROL
 MP0320
 MP0320  NGVD 29 (??/??/92) 2055.107  (m)         6742.46   (f) ADJ UNCH    2 0
 MP0320
 MP0320.Superseded values are not recommended for survey control.
 MP0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0320.See file dsdata.txt to determine how the superseded data were derived.
 MP0320
 MP0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF091415(NAD 83)
 MP0320_MARKER: P = PIPE CAP
 MP0320_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MP0320_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MP0320_STAMPING: 169 M 1911
 MP0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MP0320
 MP0320  HISTORY     - Date     Condition        Report By
 MP0320  HISTORY     - 1911     MONUMENTED       USGLO
 MP0320  HISTORY     - 1934     GOOD             NGS
 MP0320
 MP0320                          STATION DESCRIPTION
 MP0320
 MP0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 MP0320'1.3 MI W FROM BATTLE CREEK.
 MP0320'1.3 MILES WEST ALONG STATE HIGHWAY 129 FROM BATTLE CREEK, ROUTT
 MP0320'COUNTY, 750 FEET WEST OF THE PUBLIC SCHOOL, ON THE TOP OF A HILL, AND
 MP0320'20 FEET SOUTH OF THE CENTERLINE OF THE ROAD.  A UNITED STATES GENERAL
 MP0320'LAND OFFICE STANDARD CAP, STAMPED 169 M 1911 AND FASTENED ON THE TOP
 MP0320'OF AN IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0774 ***********************************************************************
 LK0774  FBN         -  This is a Federal Base Network Control Station.
 LK0774  DESIGNATION -  BOUNDARY MON CO KS NE
 LK0774  PID         -  LK0774
 LK0774  STATE/COUNTY-  CO/YUMA
 LK0774  USGS QUAD   -  LAIRD (1984)
 LK0774
 LK0774                         *CURRENT SURVEY CONTROL
 LK0774  ___________________________________________________________________
 LK0774* NAD 83(1992)-  40 00 11.60021(N)    102 03 06.39188(W)     ADJUSTED  
 LK0774* NAVD 88     -      1049.7    (meters)    3444.     (feet)  GPS OBS   
 LK0774  ___________________________________________________________________
 LK0774  X           -  -1,021,691.661 (meters)                     COMP
 LK0774  Y           -  -4,785,413.602 (meters)                     COMP
 LK0774  Z           -   4,078,919.973 (meters)                     COMP
 LK0774  LAPLACE CORR-          -4.68  (seconds)                    DEFLEC99
 LK0774  ELLIP HEIGHT-        1027.22  (meters)          (09/24/02) GPS OBS
 LK0774  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 LK0774
 LK0774  HORZ ORDER  -  A
 LK0774  ELLP ORDER  -  THIRD     CLASS I
 LK0774
 LK0774.The horizontal coordinates were established by GPS observations
 LK0774.and adjusted by the National Geodetic Survey in May 1992..
 LK0774
 LK0774.The orthometric height was determined by GPS observations and a
 LK0774.high-resolution geoid model.
 LK0774
 LK0774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0774
 LK0774.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0774
 LK0774.The ellipsoidal height was determined by GPS observations
 LK0774.and is referenced to NAD 83.
 LK0774
 LK0774.The geoid height was determined by GEOID03.
 LK0774
 LK0774;                    North         East     Units Scale Factor Converg.
 LK0774;SPC CO N     -   384,902.215 1,208,761.004   MT  0.99996613   +2 13 40.8
 LK0774;SPC CO N     - 1,262,800.02  3,965,743.39   sFT  0.99996613   +2 13 40.8
 LK0774;UTM  13      - 4,432,279.151   751,667.218   MT  1.00037978   +1 53 46.3
 LK0774;UTM  14      - 4,432,576.994   239,491.988   MT  1.00043554   -1 57 46.4
 LK0774
 LK0774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0774!SPC CO N     -   0.99983888  x   0.99996613  =   0.99980501
 LK0774!UTM  13      -   0.99983888  x   1.00037978  =   1.00021860
 LK0774!UTM  14      -   0.99983888  x   1.00043554  =   1.00027435
 LK0774
 LK0774                          SUPERSEDED SURVEY CONTROL
 LK0774
 LK0774  NAD 83(1986)-  40 00 11.59565(N)    102 03 06.39261(W) AD(       ) 3
 LK0774  ELLIP H (05/26/92) 1027.21   (m)                       GP(       ) 1 1
 LK0774  NGVD 29 (06/11/92) 1049.0    (m)         3442.     (f) GPS OBS        
 LK0774
 LK0774.Superseded values are not recommended for survey control.
 LK0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0774.See file dsdata.txt to determine how the superseded data were derived.
 LK0774
 LK0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE5166732279(NAD 83)
 LK0774_MARKER: DU = BOUNDARY MARKER
 LK0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0774_SP_SET: CONCRETE POST
 LK0774_STAMPING: COLORADO NEBRASKA KANSAS 1990
 LK0774_MARK LOGO: BLM   
 LK0774_MAGNETIC: N = NO MAGNETIC MATERIAL
 LK0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0774+STABILITY: SURFACE MOTION
 LK0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0774+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 LK0774
 LK0774  HISTORY     - Date     Condition        Report By
 LK0774  HISTORY     - 1990     MONUMENTED       BLM
 LK0774  HISTORY     - 19910528 GOOD             NGS
 LK0774  HISTORY     - 19911213 GOOD             NGS
 LK0774  HISTORY     - 19951003 GOOD             CODOT
 LK0774  HISTORY     - 19960513 GOOD             KSDT
 LK0774  HISTORY     - 19970501 GOOD             NGS
 LK0774  HISTORY     - 20021016 GOOD             CODOT
 LK0774
 LK0774                          STATION DESCRIPTION
 LK0774
 LK0774'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1990
 LK0774'STATION MARK IS ABOUT 18 KM (11.2 MI) SOUTHEAST OF WRAY, COLORADO, 7
 LK0774'KM (4.3 MI) SOUTH OF US HIGHWAY 34, IN OPEN RANGE, ALONG A
 LK0774'NORTH-SOUTH BORDER FENCE, AT THE JUNCTION OF THE
 LK0774'COLORADO-NEBRASKA-KANSAS STATE LINES, LOCALLY KNOWN AS THREE CORNERS.
 LK0774'OWNERSHIP--REX DANIELS, HAIGLER, NE 69030.  PHONE IS 913-298-3348.
 LK0774'TO REACH FROM THE JUNCTION OF US HIGHWAYS 34 AND 385 ON THE WEST SIDE
 LK0774'OF WRAY, GO EAST ON HIGHWAY 34 THROUGH TOWN FOR 10.52 KM (6.54 MI) TO
 LK0774'THE CROSSROAD IN LAIRD (ROAD PP.5).  CONTINUE AHEAD FOR 2.49 KM
 LK0774'(1.55 MI) TO A GRAVEL ROAD RIGHT.  TURN RIGHT, SOUTH, ON COUNTY ROAD
 LK0774'RR FOR 6.30 KM (3.91 MI) TO A T-ROAD.  TURN LEFT, EAST, ON COUNTY
 LK0774'ROAD 31 FOR 0.83 KM (0.52 MI) TO A CATTLE GUARD.  CROSS CATTLE GUARD
 LK0774'AND GO SOUTHEAST ON GRAVEL ROAD FOR 0.95 KM (0.59 MI) TO AN OLD FENCE
 LK0774'LINE AND A WINDMILL ON THE LEFT.  CONTINUE AHEAD FOR 0.28 KM
 LK0774'(0.17 MI) TO A FORK.  BEAR LEFT, SOUTHEAST, ON TRACK ROAD FOR 0.67 KM
 LK0774'(0.42 MI) TO TOP OF LOW RIDGE AND DIM ROAD LEFT.  TURN LEFT, EAST, ON
 LK0774'DIM ROAD FOR 0.07 KM (0.04 MI) TO THE BORDER FENCE AND STATION.
 LK0774'STATION MARK IS SET IN THE TOP OF A 0.5 M (1.6 FT) ROUND METAL-LINED
 LK0774'CONCRETE POST PROJECTING 10 CM.  IT IS 0.2 M (0.7 FT) WEST OF THE
 LK0774'WIRE FENCE, 1.2 M (3.9 FT) SOUTH OF A FIBERGLASS WITNESS POST, 1.2 M
 LK0774'(3.9 FT) NORTH OF A FENCE POST WITH BOUNDARY SIGN, AND 2.4 M
 LK0774'(7.9 FT) EAST OF A METAL BOX (FOR REGISTRATION OF VISITORS) SET IN A
 LK0774'LARGE WAGON WHEEL.
 LK0774'DESCRIBED BY G.R.HEID
 LK0774
 LK0774                          STATION RECOVERY (1991)
 LK0774
 LK0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LK0774'RECOVERED IN GOOD CONDITION.
 LK0774
 LK0774                          STATION RECOVERY (1991)
 LK0774
 LK0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LK0774'STATION MARK IS ABOUT 18 KM (11.2 MI) SOUTHEAST OF WRAY, COLORADO, 7
 LK0774'KM (4.3 MI) SOUTH OF U.S. HIGHWAY 34, IN OPEN RANGE, ALONG A
 LK0774'NORTH-SOUTH BORDER FENCE, AT THE JUNCTION OF THE
 LK0774'COLORADO-NEBRASKA-KANSAS STATE LINES, LOCALLY KNOWN AS THREE CORNERS.
 LK0774'OWNERSHIP--REX DANIELS, HAIGLER, NE 69030.  PHONE 913-298-3348.
 LK0774'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 34 AND 385 ON THE WEST
 LK0774'SIDE OF WRAY, GO EAST ON HIGHWAY 34 THROUGH TOWN FOR 10.52 KM
 LK0774'(6.54 MI) TO THE CROSSROAD IN LAIRD (ROAD PP.5).  CONTINUE AHEAD FOR
 LK0774'2.49 KM (1.55 MI) TO A GRAVEL ROAD RIGHT.  TURN RIGHT, SOUTH, ON
 LK0774'COUNTY ROAD RR FOR 6.30 KM (3.91 MI) TO A T-ROAD.  TURN LEFT, EAST,
 LK0774'ON COUNTY ROAD 31 FOR 0.83 KM (0.52 MI) TO A CATTLE GUARD.  CROSS
 LK0774'CATTLE GUARD AND GO SOUTHEAST ON GRAVEL ROAD FOR 0.95 KM (0.59 MI) TO
 LK0774'AN OLD FENCE LINE AND A WINDMILL ON THE LEFT.  CONTINUE AHEAD FOR
 LK0774'0.28 KM (0.17 MI) TO A FORK.  BEAR LEFT, SOUTHEAST, ON TRACK ROAD FOR
 LK0774'0.67 KM (0.42 MI) TO TOP OF LOW RIDGE AND DIM ROAD LEFT.  TURN LEFT,
 LK0774'EAST, ON DIM ROAD FOR 0.07 KM (0.04 MI) TO THE BORDER FENCE AND
 LK0774'STATION.
 LK0774'STATION MARK IS SET IN THE TOP OF A 0.5 M (1.6 FT) ROUND METAL-LINED
 LK0774'CONCRETE POST PROJECTING 10 CM.  IT IS 0.2 M (0.7 FT) WEST FROM THE
 LK0774'WIRE FENCE, 1.2 M (3.9 FT) SOUTH FROM A FIBERGLASS WITNESS POST, 1.2
 LK0774'M (3.9 FT) NORTH FROM A FENCE POST WITH BOUNDARY SIGN AND 2.4 M
 LK0774'(7.9 FT) EAST FROM A METAL MAIL BOX (FOR REGISTRATION OF VISITORS)
 LK0774'SET IN A LARGE WAGON WHEEL.
 LK0774
 LK0774                          STATION RECOVERY (1995)
 LK0774
 LK0774'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (JS)
 LK0774'RECOVERED AS DESCRIBED.
 LK0774
 LK0774                          STATION RECOVERY (1996)
 LK0774
 LK0774'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1996 (WJH)
 LK0774'RECOVERED AS DESCRIBED.
 LK0774
 LK0774                          STATION RECOVERY (1997)
 LK0774
 LK0774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 LK0774'RECOVERED AS DESCRIBED.
 LK0774
 LK0774                          STATION RECOVERY (2002)
 LK0774
 LK0774'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2002 (ECW)
 LK0774'RECOVERED AS DESCRIBED.
 LK0774'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GL1538 ***********************************************************************
 GL1538  FBN         -  This is a Federal Base Network Control Station.
 GL1538  DESIGNATION -  BOUNDARY MON CO KS OK
 GL1538  PID         -  GL1538
 GL1538  STATE/COUNTY-  CO/BACA
 GL1538  USGS QUAD   -  STURGIS (1971)
 GL1538
 GL1538                         *CURRENT SURVEY CONTROL
 GL1538  ___________________________________________________________________
 GL1538* NAD 83(1992)-  36 59 35.03553(N)    102 02 31.64288(W)     ADJUSTED  
 GL1538* NAVD 88     -      1123.9    (meters)    3687.     (feet)  GPS OBS   
 GL1538  ___________________________________________________________________
 GL1538  X           -  -1,064,295.176 (meters)                     COMP
 GL1538  Y           -  -4,989,076.576 (meters)                     COMP
 GL1538  Z           -   3,817,439.853 (meters)                     COMP
 GL1538  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 GL1538  ELLIP HEIGHT-        1099.08  (meters)          (09/24/02) GPS OBS
 GL1538  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 GL1538
 GL1538  HORZ ORDER  -  A
 GL1538  ELLP ORDER  -  THIRD     CLASS I
 GL1538
 GL1538.The horizontal coordinates were established by GPS observations
 GL1538.and adjusted by the National Geodetic Survey in May 1992..
 GL1538
 GL1538.The orthometric height was determined by GPS observations and a
 GL1538.high-resolution geoid model.
 GL1538
 GL1538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 GL1538
 GL1538.The Laplace correction was computed from DEFLEC99 derived deflections.
 GL1538
 GL1538.The ellipsoidal height was determined by GPS observations
 GL1538.and is referenced to NAD 83.
 GL1538
 GL1538.The geoid height was determined by GEOID03.
 GL1538
 GL1538;                    North         East     Units Scale Factor Converg.
 GL1538;SPC CO S     -   346,723.226 1,222,166.982   MT  1.00005229   +2 07 15.5
 GL1538;SPC CO S     - 1,137,541.12  4,009,726.17   sFT  1.00005229   +2 07 15.5
 GL1538;SPC OK N     -   228,638.299   240,257.464   MT  1.00004915   -2 23 07.6
 GL1538;SPC OK N     -   750,124.15    788,244.70   sFT  1.00004915   -2 23 07.6
 GL1538;UTM  13      - 4,098,193.711   763,236.700   MT  1.00045372   +1 46 51.0
 GL1538;UTM  14      - 4,098,430.205   229,263.879   MT  1.00050307   -1 49 53.8
 GL1538
 GL1538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GL1538!SPC CO S     -   0.99982755  x   1.00005229  =   0.99987983
 GL1538!SPC OK N     -   0.99982755  x   1.00004915  =   0.99987669
 GL1538!UTM  13      -   0.99982755  x   1.00045372  =   1.00028119
 GL1538!UTM  14      -   0.99982755  x   1.00050307  =   1.00033053
 GL1538
 GL1538|---------------------------------------------------------------------|
 GL1538| PID    Reference Object                     Distance      Geod. Az  |
 GL1538|                                                           dddmmss.s |
 GL1538| AA7182 BOUNDARY MON CO KS OK PUNCH MK        0.000 METERS 00000     |
 GL1538|---------------------------------------------------------------------|
 GL1538
 GL1538                          SUPERSEDED SURVEY CONTROL
 GL1538
 GL1538  NAD 83(1992)-  36 59 35.03553(N)    102 02 31.64288(W) AD(       ) A
 GL1538  ELLIP H (05/09/94) 1099.08   (m)                       GP(       ) 4 2
 GL1538  NAD 83(1986)-  36 59 35.03346(N)    102 02 31.63052(W) AD(       ) 3
 GL1538  ELLIP H (05/26/92) 1099.08   (m)                       GP(       ) 1 1
 GL1538  NGVD 29 (06/11/92) 1123.5    (m)         3686.     (f) GPS OBS        
 GL1538
 GL1538.Superseded values are not recommended for survey control.
 GL1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GL1538.See file dsdata.txt to determine how the superseded data were derived.
 GL1538
 GL1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA6323798194(NAD 83)
 GL1538_MARKER: DU = BOUNDARY MARKER
 GL1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GL1538_SP_SET: CONCRETE POST
 GL1538_STAMPING: COLORADO KANSAS OKLAHOMA 1990
 GL1538_MARK LOGO: BLM   
 GL1538_MAGNETIC: N = NO MAGNETIC MATERIAL
 GL1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GL1538+STABILITY: SURFACE MOTION
 GL1538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 GL1538+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2004
 GL1538
 GL1538  HISTORY     - Date     Condition        Report By
 GL1538  HISTORY     - 1990     MONUMENTED       BLM
 GL1538  HISTORY     - 19910528 GOOD             NGS
 GL1538  HISTORY     - 19930204 GOOD             NGS
 GL1538  HISTORY     - 19930517 GOOD             NGS
 GL1538  HISTORY     - 19960513 GOOD             KSDT
 GL1538  HISTORY     - 19970424 GOOD             NGS
 GL1538  HISTORY     - 20021024 GOOD             NGS
 GL1538  HISTORY     - 20040706 GOOD             OKDOT
 GL1538
 GL1538                          STATION DESCRIPTION
 GL1538
 GL1538'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1990
 GL1538'STATION IS LOCATED ABOUT 13 KM (8.1 MI) WEST OF ELKHART, KANSAS, AT
 GL1538'THE TRI-STATE JUNCTION CORNER, IN THE WESTBOUND LANE OF THE STATELINE
 GL1538'ROAD, AT THE JUNCTION OF SECTIONS 15 AND 19, T 35 S, R 41 W AND 43 W,
 GL1538'AND SECTION 13, T 6 N, R 9 E.  OWNERSHIP--BACA COUNTY, CO, MORTON
 GL1538'COUNTY, KS, AND TEXAS COUNTY, OK.
 GL1538'NOTE--CONTACT TED HARDER IN ELKHART FOR HELP IN REMOVING LARGE COVER
 GL1538'OVER STATION.  PHONE IS 316-697-2696.  CONTACT PAUL GROUT, COLORADO
 GL1538'DEPARTMENT OF HIGHWAYS IN PUEBLO FOR INFORMATION ABOUT BLOCKING LANE
 GL1538'AFTER DARK.  PHONE IS 719-546-5487.
 GL1538'TO REACH FROM THE JUNCTION OF US HIGHWAY 56, OKLAHOMA STATE HIGHWAY 95
 GL1538'AND A PAVED ROAD LEADING NORTH THAT BECOMES KANSAS STATE HIGHWAY 27,
 GL1538'JUST SOUTH OF ELKHART, KANSAS, GO NORTH ON PAVED ROAD FOR 0.17 KM
 GL1538'(0.11 MI) TO A CROSSROAD.  TURN LEFT, WEST, ON PAVED, THEN DIRT ROAD
 GL1538'FOR 11.13 KM (6.92 MI) TO A FORK AT TOP OF RISE.  KEEP RIGHT, WEST,
 GL1538'FOR 1.34 KM (0.83 MI) TO A SHORT SECTION OF PAVED ROAD AND A ROAD
 GL1538'RIGHT THROUGH ROAD CUT AT A WINDMILL TOWER AND THE STATION IN THE
 GL1538'ROAD.
 GL1538'STATION MARK IS A US DEPARTMENT OF INTERIOR CADASTREL SURVEY DISK SET
 GL1538'IN THE TOP OF A CONCRETE POST 0.8 M (2.6 FT) BELOW GROUND, IN A
 GL1538'CONCRETE SLEEVE WITH A 0.7 M (2.3 FT) STEEL COVER FLUSH WITH THE
 GL1538'PAVEMENT AND MARKED WITH RAISED LETTERS -COLORADO 1876 KANSAS 1861
 GL1538'OKLAHOMA 1907-.  IT IS 2.8 M (9.2 FT) NORTH OF THE ROAD CENTER AND
 GL1538'1.0 M (3.3 FT) EAST OF THE EXTENDED CENTER OF THE ROAD LEADING NORTH.
 GL1538'DESCRIBED BY G.R.HEID
 GL1538
 GL1538                          STATION RECOVERY (1991)
 GL1538
 GL1538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 GL1538'RECOVERED IN GOOD CONDITION.
 GL1538
 GL1538                          STATION RECOVERY (1993)
 GL1538
 GL1538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GL1538'RECOVERED IN GOOD CONDITION.
 GL1538
 GL1538                          STATION RECOVERY (1993)
 GL1538
 GL1538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 GL1538'NOTE--ARRANGEMENTS SHOULD BE MADE WITH ONE OF THE HIGHWAY DEPARTMENTS
 GL1538'FOR BARRIERS/SIGNS/CONES TO PROTECT EQUIPMENT AND PERSONNEL.  STATION
 GL1538'IS IN A DIP AND INVISIBLE TO THE HEAVY-TRUCK TRAFFIC.  ALSO, AN 1 CM
 GL1538'(0.3 INCH) ALLEN WRENCH AND ASSISTANCE MAY BE NEEDED TO REMOVE A
 GL1538'HEAVY LID OVER THE STATION MARK.
 GL1538'STATION IS LOCATED ABOUT 13 KM (8.05 MI) WEST OF ELKHART, KS, AT THE
 GL1538'TRI-STATE JUNCTION CORNER, IN THE WESTBOUND LANE OF THE STATELINE
 GL1538'ROAD, AT THE JUNCTION OF SECTIONS 15 AND 19, T 35 S, R 41 W AND 43 W,
 GL1538'AND SECTION 13, T 6 N, R 9 E.  OWNERSHIP--COLORADO, KANSAS AND
 GL1538'OKLAHOMA DEPARTMENTS OF TRANSPORTATION.
 GL1538'TO REACH FROM THE JUNCTION OF US HIGHWAY 56, OKLAHOMA STATE HIGHWAY 95
 GL1538'AND A PAVED ROAD LEADING NORTH (BECOMES KANSAS STATE HIGHWAY 27),
 GL1538'JUST SOUTH OF ELKHART, KS, GO NORTH ON PAVED ROAD FOR 0.17 KM
 GL1538'(0.10 MI) TO A CROSSROAD.  TURN LEFT, WEST, ON PAVED, THEN DIRT ROAD
 GL1538'FOR 11.13 KM (6.90 MI) TO A FORK AT TOP OF A RISE.  KEEP RIGHT, WEST,
 GL1538'FOR 1.34 KM (0.85 MI) TO A SHORT SECTION OF PAVED ROAD AND A ROAD
 GL1538'RIGHT THROUGH A CUT ADJACENT TO A WINDMILL TOWER, AND THE STATION IN
 GL1538'THE ROAD.
 GL1538'STATION MARK IS SET IN THE TOP OF A CONCRETE POST 0.8 M (2.6 FT) BELOW
 GL1538'GROUND.  POST IS IN A CONCRETE SLEEVE WITH AN 0.7 M (2.3 FT) STEEL
 GL1538'COVER FLUSH WITH THE PAVEMENT AND MARKED WITH RAISED LETTERS
 GL1538'-COLORADO 1876 KANSAS 1861 OKLAHOMA 1907-  IT IS 2.8 M (9.2 FT) NORTH
 GL1538'OF THE ROAD CENTER, AND 1.0 M (3.3 FT) EAST OF THE EXTENDED CENTER OF
 GL1538'THE ROAD LEADING NORTH THROUGH THE CUT.
 GL1538
 GL1538                          STATION RECOVERY (1996)
 GL1538
 GL1538'RECOVERY NOTE BY KANSAS DEPARTMENT OF TRANSPORTATION 1996 (WJH)
 GL1538'RECOVERED AS DESCRIBED.
 GL1538
 GL1538                          STATION RECOVERY (1997)
 GL1538
 GL1538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 GL1538'RECOVERED AS DESCRIBED.
 GL1538
 GL1538                          STATION RECOVERY (2002)
 GL1538
 GL1538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (CSM)
 GL1538'RECOVERED AS DESCRIBED.
 GL1538' 
 GL1538'
 GL1538
 GL1538                          STATION RECOVERY (2004)
 GL1538
 GL1538'RECOVERY NOTE BY OKLAHOMA DEPARTMENT OF TRANSPORTATION 2004
 GL1538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA7182 ***********************************************************************
 AA7182  DESIGNATION -  BOUNDARY MON CO KS OK PUNCH MK
 AA7182  PID         -  AA7182
 AA7182  STATE/COUNTY-  CO/BACA
 AA7182  USGS QUAD   -  STURGIS (1971)
 AA7182
 AA7182                         *CURRENT SURVEY CONTROL
 AA7182  ___________________________________________________________________
 AA7182* NAD 83(1992)-  36 59 35.03553(N)    102 02 31.64288(W)     ADJUSTED  
 AA7182* NAVD 88     -      1124.6    (meters)    3690.     (feet)  GPS OBS   
 AA7182  ___________________________________________________________________
 AA7182  X           -  -1,064,295.289 (meters)                     COMP
 AA7182  Y           -  -4,989,077.107 (meters)                     COMP
 AA7182  Z           -   3,817,440.262 (meters)                     COMP
 AA7182  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 AA7182  ELLIP HEIGHT-        1099.76  (meters)          (12/03/02) GPS OBS
 AA7182  GEOID HEIGHT-         -24.68  (meters)                     GEOID03
 AA7182
 AA7182  HORZ ORDER  -  FIRST
 AA7182  ELLP ORDER  -  FOURTH    CLASS II
 AA7182
 AA7182.The horizontal coordinates were established by GPS observations
 AA7182.and adjusted by the National Geodetic Survey in July 1995..
 AA7182
 AA7182.The orthometric height was determined by GPS observations and a
 AA7182.high-resolution geoid model.
 AA7182
 AA7182.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7182
 AA7182.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7182
 AA7182.The ellipsoidal height was determined by GPS observations
 AA7182.and is referenced to NAD 83.
 AA7182
 AA7182.The geoid height was determined by GEOID03.
 AA7182
 AA7182;                    North         East     Units Scale Factor Converg.
 AA7182;SPC CO S     -   346,723.226 1,222,166.982   MT  1.00005229   +2 07 15.5
 AA7182;SPC CO S     - 1,137,541.12  4,009,726.17   sFT  1.00005229   +2 07 15.5
 AA7182;UTM  13      - 4,098,193.711   763,236.700   MT  1.00045372   +1 46 51.0
 AA7182;UTM  14      - 4,098,430.205   229,263.879   MT  1.00050307   -1 49 53.8
 AA7182
 AA7182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7182!SPC CO S     -   0.99982744  x   1.00005229  =   0.99987972
 AA7182!UTM  13      -   0.99982744  x   1.00045372  =   1.00028108
 AA7182!UTM  14      -   0.99982744  x   1.00050307  =   1.00033043
 AA7182
 AA7182|---------------------------------------------------------------------|
 AA7182| PID    Reference Object                     Distance      Geod. Az  |
 AA7182|                                                           dddmmss.s |
 AA7182| GL1538 BOUNDARY MON CO KS OK                 0.000 METERS 00000     |
 AA7182|---------------------------------------------------------------------|
 AA7182
 AA7182                          SUPERSEDED SURVEY CONTROL
 AA7182
 AA7182  ELLIP H (07/25/95) 1099.76   (m)                       GP(       ) 3 2
 AA7182
 AA7182.Superseded values are not recommended for survey control.
 AA7182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7182.See file dsdata.txt to determine how the superseded data were derived.
 AA7182
 AA7182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGA6323798194(NAD 83)
 AA7182_MARKER: Z = SEE DESCRIPTION
 AA7182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7182_SP_SET: CONCRETE POST
 AA7182_STAMPING: COLORADO KANSAS OKLAHOMA 1990
 AA7182_MARK LOGO: BLM   
 AA7182_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7182_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA7182+STABILITY: POSITION/ELEVATION WELL
 AA7182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7182+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1994
 AA7182
 AA7182  HISTORY     - Date     Condition        Report By
 AA7182  HISTORY     - 1990     MONUMENTED       BLM
 AA7182  HISTORY     - 19940207 GOOD             CODOT
 AA7182
 AA7182                          STATION DESCRIPTION
 AA7182
 AA7182'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1990 (PGG)
 AA7182'STATION IS LOCATED ABOUT 13 KM (8.1 MI) WEST OF ELKHART, KANSAS, AT
 AA7182'THE TRI-STATE JUNCTION CORNER, IN THE WESTBOUND LANE OF THE STATELINE
 AA7182'ROAD, AT THE JUNCTION OF SECTIONS 15 AND 19, T 35 S, R 41 W AND 43 W,
 AA7182'AND SECTION 13, T 6 N, R 9 E.  OWNERSHIP--BACA COUNTY, CO, MORTON
 AA7182'COUNTY, KS, AND TEXAS COUNTY, OK. NOTE--CONTACT TED HARDER IN ELKHART
 AA7182'FOR HELP IN REMOVING LARGE COVER OVER STATION.  PHONE IS 316-697-2696.
 AA7182'CONTACT PAUL GROUT, COLORADO DEPARTMENT OF HIGHWAYS IN PUEBLO FOR
 AA7182'INFORMATION ABOUT BLOCKING LANE AFTER DARK.  PHONE IS 719-546-5487. TO
 AA7182'REACH FROM THE JUNCTION OF US HIGHWAY 56, OKLAHOMA STATE HIGHWAY 95
 AA7182'AND A PAVED ROAD LEADING NORTH THAT BECOMES KANSAS STATE HIGHWAY 27,
 AA7182'JUST SOUTH OF ELKHART, KANSAS, GO NORTH ON PAVED ROAD FOR 0.17 KM
 AA7182'(0.11 MI) TO A CROSSROAD.  TURN LEFT, WEST, ON PAVED, THEN DIRT ROAD
 AA7182'FOR 11.13 KM (6.92 MI) TO A FORK AT TOP OF RISE.  KEEP RIGHT, WEST,
 AA7182'FOR 1.34 KM (0.83 MI) TO A SHORT SECTION OF PAVED ROAD AND A ROAD
 AA7182'RIGHT THROUGH ROAD CUT AT A WINDMILL TOWER AND THE STATION IN THE
 AA7182'ROAD. STATION MARK IS A US DEPARTMENT OF INTERIOR CADASTREL SURVEY
 AA7182'DISK SET IN THE TOP OF A CONCRETE POST 0.8 M (2.6 FT) BELOW GROUND, IN
 AA7182'A CONCRETE SLEEVE WITH A 0.7 M (2.3 FT) STEEL COVER FLUSH WITH THE
 AA7182'PAVEMENT AND MARKED WITH RAISED LETTERS -COLORADO 1876 KANSAS 1861
 AA7182'OKLAHOMA 1907-.  IT IS 2.8 M (9.2 FT) NORTH OF THE ROAD CENTER AND 1.0
 AA7182'M (3.3 FT) EAST OF THE EXTENDED CENTER OF THE ROAD LEADING NORTH.
 AA7182'DESCRIBED BY G.R.HEID THE POINT OCCUPIED WAS THE PUNCH HOLE IN THE
 AA7182'COVER OF THE ORIGINAL MARK, BOUNDARY MON CO KS OK.  THE MARK IS .678
 AA7182'METERS OVER THE ORIGINAL MARK.
 AA7182
 AA7182                          STATION RECOVERY (1994)
 AA7182
 AA7182'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1994
 AA7182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MO1335 ***********************************************************************
 MO1335  CBN         -  This is a Cooperative Base Network Control Station.
 MO1335  DESIGNATION -  BOUNDARY MON CO NE WY
 MO1335  PID         -  MO1335
 MO1335  STATE/COUNTY-  CO/WELD
 MO1335  USGS QUAD   -  PINE BLUFFS SE (1991)
 MO1335
 MO1335                         *CURRENT SURVEY CONTROL
 MO1335  ___________________________________________________________________
 MO1335* NAD 83(1992)-  41 00 06.00772(N)    104 03 11.40447(W)     ADJUSTED  
 MO1335* NAVD 88     -      1641.6    (meters)    5386.     (feet)  GPS OBS   
 MO1335  ___________________________________________________________________
 MO1335  X           -  -1,170,814.410 (meters)                     COMP
 MO1335  Y           -  -4,677,385.236 (meters)                     COMP
 MO1335  Z           -   4,163,628.176 (meters)                     COMP
 MO1335  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 MO1335  ELLIP HEIGHT-        1623.44  (meters)          (10/21/02) GPS OBS
 MO1335  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 MO1335
 MO1335  HORZ ORDER  -  B
 MO1335  ELLP ORDER  -  FOURTH    CLASS II
 MO1335
 MO1335.The horizontal coordinates were established by GPS observations
 MO1335.and adjusted by the National Geodetic Survey in May 1992..
 MO1335
 MO1335.The orthometric height was determined by GPS observations and a
 MO1335.high-resolution geoid model.
 MO1335
 MO1335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MO1335
 MO1335.The Laplace correction was computed from DEFLEC99 derived deflections.
 MO1335
 MO1335.The ellipsoidal height was determined by GPS observations
 MO1335.and is referenced to NAD 83.
 MO1335
 MO1335.The geoid height was determined by GEOID03.
 MO1335
 MO1335;                    North         East     Units Scale Factor Converg.
 MO1335;SPC CO N     -   491,040.807 1,036,128.045   MT  1.00004273   +0 56 05.4
 MO1335;SPC CO N     - 1,611,023.05  3,399,363.43   sFT  1.00004273   +0 56 05.4
 MO1335;SPC NE       -   137,705.457   159,222.729   MT  0.99969706   -2 41 09.7
 MO1335;SPC WY E     -    56,303.637   293,677.039   MT  1.00004547   +0 43 50.2
 MO1335;UTM  13      - 4,539,374.002   579,628.532   MT  0.99967804   +0 37 16.4
 MO1335
 MO1335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MO1335!SPC CO N     -   0.99974541  x   1.00004273  =   0.99978813
 MO1335!SPC NE       -   0.99974541  x   0.99969706  =   0.99944255
 MO1335!SPC WY E     -   0.99974541  x   1.00004547  =   0.99979087
 MO1335!UTM  13      -   0.99974541  x   0.99967804  =   0.99942353
 MO1335
 MO1335                          SUPERSEDED SURVEY CONTROL
 MO1335
 MO1335  NAD 83(1986)-  41 00 05.99631(N)    104 03 11.40462(W) AD(       ) 3
 MO1335  ELLIP H (05/26/92) 1623.47   (m)                       GP(       ) 4 1
 MO1335  NGVD 29 (06/11/92) 1640.9    (m)         5384.     (f) GPS OBS        
 MO1335
 MO1335.Superseded values are not recommended for survey control.
 MO1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MO1335.See file dsdata.txt to determine how the superseded data were derived.
 MO1335
 MO1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF7962939374(NAD 83)
 MO1335_MARKER: DD = SURVEY DISK
 MO1335_SETTING: 0 = UNSPECIFIED SETTING
 MO1335_STAMPING: WYOMING NEBRASKA COLORADO 1990
 MO1335_MARK LOGO: BLM   
 MO1335_MAGNETIC: O = OTHER; SEE DESCRIPTION
 MO1335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MO1335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MO1335+SATELLITE: SATELLITE OBSERVATIONS - August 31, 1995
 MO1335
 MO1335  HISTORY     - Date     Condition        Report By
 MO1335  HISTORY     - 1991     MONUMENTED       BLM
 MO1335  HISTORY     - 19911119 GOOD
 MO1335  HISTORY     - 19931025 GOOD             NGS
 MO1335  HISTORY     - 19950831 GOOD             NGS
 MO1335
 MO1335                          STATION DESCRIPTION
 MO1335
 MO1335'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1991
 MO1335'STATION IS LOCATED ABOUT 20 KM (12.4 MI) SOUTH OF PINE BLUFFS,
 MO1335'WYOMING, 20 KM (12.4 MI) NORTHEAST OF GROVER, COLORADO, 1.1 KM
 MO1335'(0.7 MI) EAST OF A PAVED ROAD LEADING NORTH TO PINE BLUFFS, AT THE
 MO1335'WYOMING-NEBRASKA-COLORADO JUNCTION CORNER, IN THE TOP OF THE ORIGINAL
 MO1335'LIMESTONE POST SET IN 1869, IN OPEN RANGE.  OWNERSHIP--HOWARD W.
 MO1335'KIELER, PO BOX 603, PINE BLUFFS, WY.  PHONE IS 307-245-3409.
 MO1335'TO REACH FROM THE GROVER POST OFFICE, GO EAST ON CHATOGA STREET FOR
 MO1335'0.31 KM (0.19 MI) TO A GRAVEL CROSSROAD (COUNTY ROAD 390).  CONTINUE
 MO1335'EAST ON COUNTY ROAD 120 1/2 (BECOMES COUNTY ROAD 89 AT THE CURVE) FOR
 MO1335'0.53 KM (0.33 MI) TO A CROSSROAD.  CONTINUE NORTH ON ROAD 89 FOR 8.2
 MO1335'KM (5.1 MI) TO START OF PAVEMENT AT A ROAD RIGHT TO MISSILE SITE.
 MO1335'CONTINUE NORTH FOR 2.56 KM (1.59 MI) TO A FORK.  KEEP RIGHT ON GRAVEL
 MO1335'ROAD FOR 0.19 KM (0.12 MI) TO A T-ROAD.  TURN RIGHT, EAST, ON COUNTY
 MO1335'ROAD 136 FOR 12.88 KM (8.00 MI) TO A CROSSROAD.  TURN LEFT, NORTH, ON
 MO1335'COUNTY ROAD 105 FOR 3.15 KM (1.96 MI) TO START OF PAVEMENT AT STATE
 MO1335'LINE AND A TRACK ROAD RIGHT.  TURN RIGHT, EAST, CROSSING A CATTLE
 MO1335'GUARD, ON TRACK ROAD ALONG SOUTH SIDE OF FENCE FOR 0.77 KM (0.48 MI)
 MO1335'TO A FENCE GAP AT WINDMILL.  CONTINUE AHEAD ALONG FENCE FOR 0.36 KM
 MO1335'(0.22 MI) TO A FENCE CORNER AND STATION ON THE LEFT.
 MO1335'STATION MARK IS SET IN A DRILL HOLE IN THE TOP OF 30-CM SQUARE
 MO1335'LIMESTONE POST PROJECTING 0.8 M (2.6 FT) FROM THE CENTER OF A
 MO1335'MULTICOLORED 1.2 M (3.9 FT) SQUARE SHAVED ROCK PLATFORM PROJECTING 30
 MO1335'CM, WITH THE NAMES OF THE STATES INSCRIBED IN THE SEPARATE SLATES. IT
 MO1335'IS ON LINE WITH THE NORTH-SOUTH AND EAST-WEST FENCE LINES, 2.8 M
 MO1335'(9.2 FT) EAST OF A FENCE CORNER, 2.5 M (8.2 FT) SOUTH OF A FENCE
 MO1335'CORNER AND 34.1 M (111.9 FT) EAST-NORTHEAST OF A UTILITY POLE WHERE
 MO1335'UTILITY LINE LEADS TO THE SOUTHEAST.
 MO1335'DESCRIBED BY G.R.HEID
 MO1335
 MO1335                          STATION RECOVERY (1991)
 MO1335
 MO1335'RECOVERED 1991
 MO1335'RECOVERED IN GOOD CONDITION.
 MO1335
 MO1335                          STATION RECOVERY (1993)
 MO1335
 MO1335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (AJL)
 MO1335'STATION IS LOCATED ABOUT 18 KM (11.20 MI) SOUTH OF PINE BLUFFS,
 MO1335'WYOMING, 20 KM (12.40 MI) NORTHEAST OF GROVER, COLORADO, 1.1 KM (0.70
 MO1335'MI) EAST OF A PAVED ROAD LEADING NORTH TO PINE BLUFFS, AT THE
 MO1335'WYOMING-NEBRASKA-COLORADO JUNCTION CORNER, IN THE TOP OF THE ORIGINAL
 MO1335'LIMESTONE POST SET IN 1869.  OWNERSHIP--HOWARD W. KIELER, PO BOX 603,
 MO1335'PINE BLUFFS, WY.  PHONE IS 307-245-3404. TO REACH FROM UNDERPASS AT
 MO1335'THE JUNCTION OF INTERSTATE HIGHWAYS 80, 80 BUSINESS AND STATE HIGHWAY
 MO1335'30 BUSINESS ON THE WEST SIDE OF PINE BLUFFS (EXIT 401), GO NORTH ON
 MO1335'HIGHWAYS 80 AND 30 BUSINESS FOR 0.49 KM (0.30 MI) TO A T-INTERSECTION.
 MO1335'TURN RIGHT, EASTERLY, ON HIGHWAYS 80 AND 30 BUSINESS FOR 0.75 KM (0.45
 MO1335'MI) TO A CROSS STREET (MAIN STREET).  CONTINUE AHEAD FOR 0.48 KM (0.30
 MO1335'MI) TO A PAVED ROAD RIGHT AT A SMALL RODEO GROUNDS.  TURN RIGHT,
 MO1335'SOUTH, ON BEECH STREET FOR 1.10 KM (0.70 MI) TO AN OVERPASS.  CONTINUE
 MO1335'AHEAD FOR 19.53 KM (12.15 MI) TO END OF PAVEMENT AT THE STATE LINE AND
 MO1335'A TRACK ROAD LEFT.  TURN LEFT, EAST, CROSSING CATTLE GUARD, ON ROAD
 MO1335'ALONG SOUTH SIDE OF A FENCE FOR 0.77 KM (0.45 MI) TO A FENCE GAP AT A
 MO1335'WINDMILL. PASS THROUGH GAP AND CONTINUE ALONG FENCE FOR 0.39 KM (0.25
 MO1335'MI) TO A FENCE CORNER AND STATION. STATION MARK IS SET IN A DRILL HOLE
 MO1335'IN THE TOP OF A 30-CM SQUARE LIMESTONE POST PROJECTING 0.8 M (2.6 FT)
 MO1335'FROM THE CENTER OF A MULTICOLORED 1.2 M (3.9 FT) SQUARE SHAVED ROCK
 MO1335'PLATFORM PROJECTING 30 CM ABOVE GROUND, WITH THE STATES NAMES
 MO1335'INSCRIBED IN THE SEPARATE SLATES.  IT IS ON LINE WITH THE NORTH-SOUTH
 MO1335'AND EAST-WEST FENCE LINES, 2.8 M (9.2 FT) EAST OF A FENCE CORNER, 2.5
 MO1335'M (8.2 FT) SOUTH OF A FENCE CORNER, AND 34.1 M (111.9 FT)
 MO1335'EAST-NORTHEAST OF A UTILITY POLE WITH LINES LEADING TO THE SOUTHEAST
 MO1335'AND WEST. DESCRIBED BY G.R.HEID
 MO1335
 MO1335                          STATION RECOVERY (1995)
 MO1335
 MO1335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 MO1335'STATION IS LOCATED ABOUT 18 KM (11.20 MI) SOUTH OF PINE BLUFFS,
 MO1335'WYOMING, 20 KM (12.40 MI) NORTHEAST OF GROVER, COLORADO, 1.1 KM (0.70
 MO1335'MI) EAST OF A PAVED ROAD LEADING NORTH TO PINE BLUFFS, AT THE
 MO1335'WYOMING-NEBRASKA-COLORADO JUNCTION CORNER, IN THE TOP OF THE ORIGINAL
 MO1335'LIMESTONE POST SET IN 1869.  OWNERSHIP--HOWARD W.  KIELER, PO BOX 603,
 MO1335'PINE BLUFFS, WY.  PHONE IS 307-245-3409.  TO REACH FROM UNDERPASS AT
 MO1335'THE JUNCTION OF INTERSTATE HIGHWAYS 80, 80 BUSINESS AND STATE HIGHWAY
 MO1335'30 BUSINESS ON THE WEST SIDE OF PINE BLUFFS (EXIT 401), GO NORTH ON
 MO1335'HIGHWAYS 80 AND 30 BUSINESS FOR 0.49 KM (0.30 MI) TO A T-INTERSECTION.
 MO1335'TURN RIGHT, EASTERLY, ON HIGHWAYS 80 AND 30 BUSINESS FOR 0.75 KM (0.45
 MO1335'MI) TO A CROSS STREET (MAIN STREET).  CONTINUE AHEAD FOR 0.48 KM (0.30
 MO1335'MI) TO A PAVED ROAD RIGHT AT A SMALL RODEO GROUNDS.  TURN RIGHT,
 MO1335'SOUTH, ON BEECH STREET FOR 1.10 KM (0.70 MI) TO AN OVERPASS.  CONTINUE
 MO1335'AHEAD FOR 19.53 KM (12.15 MI) TO END OF PAVEMENT AT THE STATE LINE AND
 MO1335'A TRACK ROAD LEFT.  TURN LEFT, EAST, CROSSING CATTLE GUARD, ON ROAD
 MO1335'ALONG SOUTH SIDE OF A FENCE FOR 0.77 KM (0.45 MI) TO A FENCE GAP AT A
 MO1335'WINDMILL.  PASS THROUGH GAP AND CONTINUE ALONG FENCE FOR 0.39 KM (0.25
 MO1335'MI) TO A FENCE CORNER AND STATION.  STATION MARK IS SET IN A DRILL
 MO1335'HOLE IN THE TOP OF A 30-CM SQUARE LIMESTONE POST PROJECTING 0.8 M (2.6
 MO1335'FT) FROM THE CENTER OF A MULTICOLORED 1.2 M (3.9 FT) SQUARE SHAVED
 MO1335'ROCK PLATFORM PROJECTING 30 CM ABOVE GROUND, WITH THE STATES NAMES
 MO1335'INSCRIBED IN THE SEPARATE SLATES.  IT IS ON LINE WITH THE NORTH-SOUTH
 MO1335'AND EAST-WEST FENCE LINES, 2.8 M (9.2 FT) EAST OF A FENCE CORNER, 2.5
 MO1335'M (8.2 FT) SOUTH OF A FENCE CORNER, AND 34.1 M (111.9 FT)
 MO1335'EAST-NORTHEAST OF A UTILITY POLE WITH LINES LEADING TO THE SOUTHEAST
 MO1335'AND WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0311 ***********************************************************************
 HJ0311  DESIGNATION -  BOUNDARY MONUMENT 194
 HJ0311  PID         -  HJ0311
 HJ0311  STATE/COUNTY-  CO/BACA
 HJ0311  USGS QUAD   -  MIDWAY SE (1978)
 HJ0311
 HJ0311                         *CURRENT SURVEY CONTROL
 HJ0311  ___________________________________________________________________
 HJ0311* NAD 83(1992)-  37 06 57.97509(N)    102 02 31.29463(W)     ADJUSTED  
 HJ0311* NAVD 88     -      1128.     (meters)    3701.     (feet)  SCALED    
 HJ0311  ___________________________________________________________________
 HJ0311  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 HJ0311  GEOID HEIGHT-         -24.56  (meters)                     GEOID03
 HJ0311
 HJ0311  HORZ ORDER  -  SECOND
 HJ0311
 HJ0311.The horizontal coordinates were established by classical geodetic methods
 HJ0311.and adjusted by the National Geodetic Survey in November 1994..
 HJ0311
 HJ0311.The orthometric height was scaled from a topographic map.
 HJ0311
 HJ0311.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0311
 HJ0311.The geoid height was determined by GEOID03.
 HJ0311
 HJ0311;                    North         East     Units Scale Factor Converg.
 HJ0311;SPC CO S     -   360,369.378 1,221,670.199   MT  1.00002335   +2 07 15.8
 HJ0311;SPC CO S     - 1,182,311.87  4,008,096.31   sFT  1.00002335   +2 07 15.8
 HJ0311;SPC KS S     -   455,860.621    85,263.673   MT  1.00003301   -2 10 36.0
 HJ0311;UTM  13      - 4,111,848.217   762,820.163   MT  1.00045100   +1 47 09.4
 HJ0311;UTM  14      - 4,112,084.457   229,709.751   MT  1.00050007   -1 50 12.4
 HJ0311
 HJ0311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0311!SPC CO S     -   0.99982679  x   1.00002335  =   0.99985014
 HJ0311!SPC KS S     -   0.99982679  x   1.00003301  =   0.99985980
 HJ0311!UTM  13      -   0.99982679  x   1.00045100  =   1.00027772
 HJ0311!UTM  14      -   0.99982679  x   1.00050007  =   1.00032678
 HJ0311
 HJ0311                          SUPERSEDED SURVEY CONTROL
 HJ0311
 HJ0311  NAD 83(1992)-  37 06 57.98186(N)    102 02 31.28253(W) AD(       ) 2
 HJ0311  NAD 83(1992)-  37 06 57.98195(N)    102 02 31.28250(W) AD(       ) 2
 HJ0311  NAD 83(1986)-  37 06 57.98436(N)    102 02 31.28159(W) AD(       ) 2
 HJ0311  NAD 27      -  37 06 57.90302(N)    102 02 29.66048(W) AD(       ) 2
 HJ0311
 HJ0311.Superseded values are not recommended for survey control.
 HJ0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0311.See file dsdata.txt to determine how the superseded data were derived.
 HJ0311
 HJ0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB6282011848(NAD 83)
 HJ0311_MARKER: P = PIPE CAP
 HJ0311_SETTING: 0 = UNSPECIFIED SETTING
 HJ0311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HJ0311
 HJ0311  HISTORY     - Date     Condition        Report By
 HJ0311  HISTORY     - 1934     MONUMENTED       CGS
 HJ0311
 HJ0311                          STATION DESCRIPTION
 HJ0311
 HJ0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 HJ0311'THIS STATION IS THE AZIMUTH MARK OF STATION REVOLUTION.
 HJ0311'
 HJ0311'THE MONUMENT IS A GENERAL LAND OFFICE PIPE REINFORCED WITH A
 HJ0311'BLOCK OF CONCRETE, AND IS STAMPED 06 NO. 194 M.  IT SETS 26
 HJ0311'FEET W OF THE RIGHT-OF-WAY N-8 FENCE ON THE E SIDE OF THE TRACK
 HJ0311'ROAD ALONG THE STATE LINE, AND 24 FEET E OF THE RIGHT-OF-WAY
 HJ0311'FENCE LINE ON THE W SIDE OF THE ROAD.
 HJ0311'
 HJ0311'TO REACH THE MONUMENT FROM THE INTERSECTION OF THE MAIN
 HJ0311'STREET AND STATE HIGHWAY 27 IN ELKHART, GO N ON STATE HIGHWAY
 HJ0311'27 7.5 MILES TO THE S END OF THE BRIDGE OVER THE CIMARRON
 HJ0311'RIVER.  CROSS BRIDGE AND CONTINUE N ON STATE HIGHWAY 27 1.6
 HJ0311'MILES TO A GRADED ROAD ON THE LEFT.  (THERE IS A CLUSTER OF
 HJ0311'MILEAGE SIGNS AT THIS INTERSECTION.) LEAVE STATE HIGHWAY 27,
 HJ0311'TURN LEFT, AND GO W ON MAIN ROAD 3.9 MILES TO A LARGE
 HJ0311'GALVANIZED IRON SHED ON THE S SIDE OF THE ROAD.  CONTINUE W ON
 HJ0311'MAIN ROAD 3.8 MILES TO A POINT WHERE THE ROAD JOGS N ALONG
 HJ0311'THE STATE LINE.  LEAVE THE MAIN ROAD, TURN LEFT, AND GO S
 HJ0311'ON TRACK ROAD ALONG THE STATE LINE 1.7 MILES TO BOUNDARY
 HJ0311'MONUMENT NO. 194.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MP0688 ***********************************************************************
 MP0688  CBN         -  This is a Cooperative Base Network Control Station.
 MP0688  DESIGNATION -  BOUNDARY MP 123 CO WY
 MP0688  PID         -  MP0688
 MP0688  STATE/COUNTY-  CO/JACKSON
 MP0688  USGS QUAD   -  ELKHORN POINT (1983)
 MP0688
 MP0688                         *CURRENT SURVEY CONTROL
 MP0688  ___________________________________________________________________
 MP0688* NAD 83(1992)-  41 00 03.98086(N)    106 23 51.37135(W)     ADJUSTED  
 MP0688* NAVD 88     -      2425.7    (meters)    7958.     (feet)  GPS OBS   
 MP0688  ___________________________________________________________________
 MP0688  X           -  -1,361,350.932 (meters)                     COMP
 MP0688  Y           -  -4,626,188.162 (meters)                     COMP
 MP0688  Z           -   4,164,100.055 (meters)                     COMP
 MP0688  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 MP0688  ELLIP HEIGHT-        2414.63  (meters)          (10/21/02) GPS OBS
 MP0688  GEOID HEIGHT-         -11.11  (meters)                     GEOID03
 MP0688
 MP0688  HORZ ORDER  -  B
 MP0688  ELLP ORDER  -  FOURTH    CLASS II
 MP0688
 MP0688.The horizontal coordinates were established by GPS observations
 MP0688.and adjusted by the National Geodetic Survey in May 1992..
 MP0688
 MP0688.The orthometric height was determined by GPS observations and a
 MP0688.high-resolution geoid model.
 MP0688
 MP0688.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MP0688
 MP0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0688
 MP0688.The ellipsoidal height was determined by GPS observations
 MP0688.and is referenced to NAD 83.
 MP0688
 MP0688.The geoid height was determined by GEOID03.
 MP0688
 MP0688;                    North         East     Units Scale Factor Converg.
 MP0688;SPC CO N     -   490,367.435   838,881.156   MT  1.00004260   -0 34 47.9
 MP0688;SPC CO N     - 1,608,813.83  2,752,229.26   sFT  1.00004260   -0 34 47.9
 MP0688;SPC WYEC     -   156,065.627   478,722.090   MT  1.00001375   +0 36 50.2
 MP0688;UTM  13      - 4,539,820.441   382,459.753   MT  0.99977004   -0 55 01.3
 MP0688
 MP0688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0688!SPC CO N     -   0.99962138  x   1.00004260  =   0.99966397
 MP0688!SPC WYEC     -   0.99962138  x   1.00001375  =   0.99963513
 MP0688!UTM  13      -   0.99962138  x   0.99977004  =   0.99939151
 MP0688
 MP0688                          SUPERSEDED SURVEY CONTROL
 MP0688
 MP0688  NAD 83(1986)-  41 00 03.97163(N)    106 23 51.36597(W) AD(       ) 3
 MP0688  ELLIP H (05/26/92) 2414.64   (m)                       GP(       ) 4 1
 MP0688  NGVD 29 (06/11/92) 2424.3    (m)         7954.     (f) GPS OBS        
 MP0688
 MP0688.Superseded values are not recommended for survey control.
 MP0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0688.See file dsdata.txt to determine how the superseded data were derived.
 MP0688
 MP0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF8246039820(NAD 83)
 MP0688_MARKER: P = PIPE CAP
 MP0688_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 MP0688_SP_SET: METAL PIPE DRIVEN INTO GROUND
 MP0688_STAMPING: WYO 123 M COLO 1939
 MP0688_MARK LOGO: USGLO 
 MP0688_MAGNETIC: N = NO MAGNETIC MATERIAL
 MP0688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0688+STABILITY: SURFACE MOTION
 MP0688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MP0688+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1993
 MP0688
 MP0688  HISTORY     - Date     Condition        Report By
 MP0688  HISTORY     - UNK      MONUMENTED
 MP0688  HISTORY     - 19910724 GOOD             NGS
 MP0688  HISTORY     - 19930814 GOOD             NGS
 MP0688
 MP0688                          STATION DESCRIPTION
 MP0688
 MP0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 MP0688'STATION IS LOCATED ABOUT 33 KM (20.5 MI) NORTH OF WALDEN, 0.3 KM
 MP0688'(0.2 MI) EAST OF COLORADO HIGHWAY 125 (WYOMING HIGHWAY 230), ON THE
 MP0688'COLORADO-WYOMING STATE LINE, ALONG A TRACK ROAD, IN A GRASS/SAGE
 MP0688'AREA, ON THE NORTH SIDE OF A 10 M (32.8 FT) HIGH ROCK PINNACLE, ON
 MP0688'THE NORTH EDGE OF COLORADO SECTION 20, T 12 N, R 80 W.
 MP0688'OWNERSHIP--MURL WALDRON, 24775 MCDONALD, DEARBORN, MI. 48127.  ACCESS
 MP0688'ALSO CROSSES LAND OWNED BY A BAR A RANCH, INC. BOX 5887, DENVER, CO
 MP0688'80217. PHONE IS 303-670-1323.
 MP0688'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 125 AND 14 EAST IN
 MP0688'WALDEN, GO NORTH ON HIGHWAY 125 FOR 13.4 MI (21.6 KM) TO ITS JUNCTION
 MP0688'WITH STATE HIGHWAY 127.  TURN LEFT, NORTHWEST, ON HIGHWAY 125 FOR 8.9
 MP0688'MI (14.3 KM) TO THE STATE LINE AND A TRACK ROAD ON THE RIGHT.  TURN
 MP0688'RIGHT, EAST, PASSING THROUGH A WIRE GATE, FOR 0.3 MI (0.5 KM) ON
 MP0688'TRACK ROAD TO A WIRE GATE AND THE STATION ON THE RIGHT JUST EAST OF
 MP0688'THE GATE.
 MP0688'STATION MARK IS CAP DISK ATTACHED TO A 6-CM PIPE PROJECTING 15 CM
 MP0688'ABOVE GROUND, WITH A SLIGHT LEAN TO THE NORTH.  IT IS 18.5 M
 MP0688'(60.7 FT) NORTH-NORTHWEST OF THE NORTH FACE OF THE PINNACLE, 5 M
 MP0688'(16.4 FT) SOUTH OF THE TRACK ROAD CENTER, 10.5 M (34.4 FT) EAST OF
 MP0688'THE JUNCTION OF A CROSS FENCE, 0.8 M (2.6 FT) SOUTH OF A FIBERGLASS
 MP0688'WITNESS POST AND 0.9 M (3.0 FT) SOUTH OF THE BORDER FENCE.
 MP0688'DESCRIBED BY G.R.HEID
 MP0688
 MP0688                          STATION RECOVERY (1993)
 MP0688
 MP0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (GRH)
 MP0688'NOTE--NO ONE CONTACTED FOR PERMISSION. STATION MARK RECOVERED IN GOOD
 MP0688'CONDITION.  NO OTHER MARKS AT THIS STATION. STATION IS LOCATED ABOUT
 MP0688'33 KM (20.50 MI) NORTH OF WALDEN, COLORADO, ON THE COLORADO-WYOMING
 MP0688'STATE LINE, 0.4 KM (0.25 MI) EAST OF COLORADO HIGHWAY 125 AND WYOMING
 MP0688'HIGHWAY 230, ALONG A TRACK ROAD, AT A WIRE GATE AND T-FENCE CORNER, ON
 MP0688'THE NORTH SIDE OF A 10 M (32.8 FT) HIGH VERTICAL ROCK FORMATION, ON
 MP0688'THE NORTH EDGE OF COLORADO SECTION 20, T 12 N, R 80 W.
 MP0688'OWNERSHIP--UNKNOWN.   ACCESS IS ACROSS THE A BAR A RANCH, INC., PO BOX
 MP0688'5887, DENVER, CO 80217.  PHONE IS 303-670-1323. TO REACH FROM THE
 MP0688'JUNCTION OF COLORADO STATE HIGHWAYS 125 AND 127 (ABOUT 20 KM (12.40
 MP0688'MI) NORTH OF WALDEN), GO NORTHWEST ON HIGHWAY 125 FOR 14.12 KM (8.75
 MP0688'MI) TO THE STATE LINE AND A TRACK ROAD RIGHT. TURN RIGHT, EAST,
 MP0688'PASSING THROUGH A WIRE GATE, FOR 0.43 KM (0.25 MI) TO A WIRE GATE AND
 MP0688'STATION JUST PAST ON THE RIGHT. STATION MARK IS A DISK ATTACHED TO A
 MP0688'10-CM PIPE PROJECTING 15 CM ABOVE GROUND, WITH A VERY SLIGHT LEAN TO
 MP0688'THE NORTH.  IT IS 18.5 M (60.7 FT) NORTH-NORTHWEST OF THE NORTH SIDE
 MP0688'OF THE ROCK FORMATION, 5 M (16.4 FT) SOUTH OF THE ROAD CENTER, 0.8 M
 MP0688'(2.6 FT) SOUTH OF A FIBERGLASS WITNESS POST, 0.9 M (3.0 FT) SOUTH OF
 MP0688'THE BORDER FENCE, AND 10.5 M (34.4 FT) EAST OF THE T-FENCE CORNER.
 MP0688'DESCRIBED BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0629 ***********************************************************************
 LN0629  DESIGNATION -  BOUNDARY MP 224 CO UT
 LN0629  PID         -  LN0629
 LN0629  STATE/COUNTY-  CO/MOFFAT
 LN0629  USGS QUAD   -  DINOSAUR (1968)
 LN0629
 LN0629                         *CURRENT SURVEY CONTROL
 LN0629  ___________________________________________________________________
 LN0629* NAD 83(1992)-  40 13 24.96787(N)    109 03 03.27863(W)     ADJUSTED  
 LN0629* NAVD 88     -      1846.     (meters)    6056.     (feet)  VERTCON   
 LN0629  ___________________________________________________________________
 LN0629  LAPLACE CORR-           6.58  (seconds)                    DEFLEC99
 LN0629  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 LN0629
 LN0629  HORZ ORDER  -  SECOND
 LN0629
 LN0629.The horizontal coordinates were established by classical geodetic methods
 LN0629.and adjusted by the National Geodetic Survey in November 1997..
 LN0629
 LN0629.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0629
 LN0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0629
 LN0629.The geoid height was determined by GEOID03.
 LN0629
 LN0629;                    North         East     Units Scale Factor Converg.
 LN0629;SPC CO N     -   409,697.854   612,261.008   MT  0.99995696   -2 17 39.7
 LN0629;SPC CO N     - 1,344,150.38  2,008,726.32   sFT  0.99995696   -2 17 39.7
 LN0629;SPC UT C     - 2,212,710.666   708,411.074   MT  0.99992177   +1 34 07.8
 LN0629;UTM  12      - 4,454,397.262   665,835.108   MT  0.99993855   +1 15 32.2
 LN0629
 LN0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0629!SPC CO N     -   0.99971304  x   0.99995696  =   0.99967001
 LN0629!SPC UT C     -   0.99971304  x   0.99992177  =   0.99963484
 LN0629!UTM  12      -   0.99971304  x   0.99993855  =   0.99965161
 LN0629
 LN0629:                Primary Azimuth Mark                     Grid Az
 LN0629:SPC CO N     -  SNUFF                                    199 38 40.3
 LN0629:SPC UT C     -  SNUFF                                    195 46 52.8
 LN0629:UTM  12      -  SNUFF                                    196 05 28.4
 LN0629
 LN0629|---------------------------------------------------------------------|
 LN0629| PID    Reference Object                     Distance      Geod. Az  |
 LN0629|                                                           dddmmss.s |
 LN0629| LN0628 SNUFF                               APPROX. 4.0 KM 1972100.6 |
 LN0629|---------------------------------------------------------------------|
 LN0629
 LN0629                          SUPERSEDED SURVEY CONTROL
 LN0629
 LN0629  NAD 83(1992)-  40 13 24.95058(N)    109 03 03.26343(W) AD(       ) 2
 LN0629  NAD 83(1986)-  40 13 24.95046(N)    109 03 03.26359(W) AD(       ) 2
 LN0629  NAD 27      -  40 13 25.07100(N)    109 03 00.83700(W) AD(       ) 2
 LN0629  NGVD 29 (07/19/86) 1845.     (m)         6053.     (f) VERT ANG       
 LN0629
 LN0629.Superseded values are not recommended for survey control.
 LN0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0629.See file dsdata.txt to determine how the superseded data were derived.
 LN0629
 LN0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK6583554397(NAD 83)
 LN0629_MARKER: DD = SURVEY DISK
 LN0629_SETTING: 0 = UNSPECIFIED SETTING
 LN0629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0629
 LN0629  HISTORY     - Date     Condition        Report By
 LN0629  HISTORY     - 1931     MONUMENTED       USGLO
 LN0629  HISTORY     - 1966     GOOD             USGS
 LN0629
 LN0629                          STATION DESCRIPTION
 LN0629
 LN0629'DESCRIBED BY US GENERAL LAND OFFICE 1931 (CIA)
 LN0629'ABOUT 4 MILES S OF POINT WHERE U.S. HIGHWAY 40 CROSSES STATE
 LN0629'LINE AT K RANCH, ABOUT 95 YARDS NW BY N OF ROCK CAIRN (4 FEET
 LN0629'IN DIAMETER AND 8 FEET HIGH) ON SMALL KNOLL, ON RANGE WITH
 LN0629'ROCK CAIRN AND HIGHEST POINT ON SW END OF BLUE MOUNTAIN, AND
 LN0629'ABOUT 90 FEET S OF 1-INCH CAPPED IRON PIPE MARKING
 LN0629'QUARTER-SECTION CORNER.  TO REACH FROM SKULL CREEK STORE, GO W
 LN0629'18.9 MILES TO DIM ROAD OPPOSITE ROAD SIGN DENVER 310 MILES,
 LN0629'TURN S AND GO 0.2 MILE, FOLLOW LEFT FORK 0.6 MILE, FOLLOW
 LN0629'LEFT FORK 1.8 MILES, AND GO WESTERLY 0.5 MILE TO ROCK
 LN0629'CAIRN ON SMALL KNOLL AND STATION.  MILEPOST IS ROCK ABOUT 4
 LN0629'BY 4 BY 14 INCHES IN SIZE, HAS 224 SCRATCHED ON ITS
 LN0629'SURFACE AND IS LYING ON THE GROUND.  IN 1931, IT WAS
 LN0629'REPORTED THAT STATION WAS RE-MARKED BY STANDARD GENERAL
 LN0629'LAND OFFICE STATION DISK IN CONCRETE.
 LN0629
 LN0629                          STATION RECOVERY (1966)
 LN0629
 LN0629'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 (PHJ)
 LN0629'ORIGINAL ROCK HAS BEEN REPLACED BY GLO STANDARD DISK IN CONCRETE
 LN0629'POST.  NEW DESCRIPTION FOLLOWS--TO REACH STATION FROM INTERSECTION
 LN0629'OF U.S. HIGHWAY 40 AND STATE HIGHWAY 64 IN DINOSAUR, COLORADO,
 LN0629'DRIVE WEST ON U.S. HIGHWAY 40 FOR 6.6 MILES TO SIDE ROAD TO
 LN0629'LEFT.  TURN LEFT AND FOLLOW MAIN TRAVELED ROAD 7.0 MILES TO TRACK
 LN0629'ROAD LEFT.  TURN LEFT AND GO 0.7 MILE TO A Y-FORK.  TAKE LEFT
 LN0629'FORK AND TRAVEL 0.6 MILE TO A T-FORK.  TURN RIGHT AND GO 0.8 MILE
 LN0629'TO GATE IN STATE LINE FENCE.  CONTINUE 0.3 MILE TO EAST SIDE
 LN0629'OF HILL WITH PROMINENT ROCK CAIRN.  TURN LEFT AND DRIVE
 LN0629'OVER GRASS RANGE TO POINT ON FENCE LINE ABOUT 95 YARDS NW OF
 LN0629'ROCK CAIRN AND STATION.
 LN0629'
 LN0629'STATION MARK--STANDARD GLO DISK, STAMPED ---224 M UTAH-COLO 1931---,
 LN0629'SET IN CONCRETE POST PROJECTING 0.1 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0623 ***********************************************************************
 HL0623  DESIGNATION -  BOUNDARY MP 247 CO NM
 HL0623  PID         -  HL0623
 HL0623  STATE/COUNTY-  CO/ARCHULETA
 HL0623  USGS QUAD   -  TIFFANY (1968)
 HL0623
 HL0623                         *CURRENT SURVEY CONTROL
 HL0623  ___________________________________________________________________
 HL0623* NAD 83(1992)-  37 00 00.15111(N)    107 31 48.34215(W)     ADJUSTED  
 HL0623* NAVD 88     -      2022.     (meters)    6634.     (feet)  SCALED    
 HL0623  ___________________________________________________________________
 HL0623  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 HL0623  GEOID HEIGHT-         -19.95  (meters)                     GEOID03
 HL0623
 HL0623  HORZ ORDER  -  SECOND
 HL0623
 HL0623.The horizontal coordinates were established by classical geodetic methods
 HL0623.and adjusted by the National Geodetic Survey in December 1993..
 HL0623
 HL0623.The orthometric height was scaled from a topographic map.
 HL0623
 HL0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0623
 HL0623.The geoid height was determined by GEOID03.
 HL0623
 HL0623;                    North         East     Units Scale Factor Converg.
 HL0623;SPC CO S     -   343,764.033   733,704.870   MT  1.00005053   -1 14 42.8
 HL0623;SPC CO S     - 1,127,832.50  2,407,163.39   sFT  1.00005053   -1 14 42.8
 HL0623;SPC NM C     -   666,240.793   386,065.419   MT  1.00005987   -0 46 13.7
 HL0623;SPC NM C     - 2,185,825.00  1,266,616.30   sFT  1.00005987   -0 46 13.7
 HL0623;SPC NM W     -   665,528.830   856,989.518   MT  0.99992564   +0 10 57.0
 HL0623;SPC NM W     - 2,183,489.17  2,811,639.78   sFT  0.99992564   +0 10 57.0
 HL0623;UTM  13      - 4,097,869.696   274,861.865   MT  1.00022446   -1 31 23.8
 HL0623
 HL0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0623!SPC CO S     -   0.99968587  x   1.00005053  =   0.99973639
 HL0623!SPC NM C     -   0.99968587  x   1.00005987  =   0.99974573
 HL0623!SPC NM W     -   0.99968587  x   0.99992564  =   0.99961154
 HL0623!UTM  13      -   0.99968587  x   1.00022446  =   0.99991026
 HL0623
 HL0623:                Primary Azimuth Mark                     Grid Az
 HL0623:SPC CO S     -  PIEDRA RESET                             034 51 10.4
 HL0623:SPC NM C     -  PIEDRA RESET                             034 22 41.3
 HL0623:SPC NM W     -  PIEDRA RESET                             033 25 30.6
 HL0623:UTM  13      -  PIEDRA RESET                             035 07 51.4
 HL0623
 HL0623|---------------------------------------------------------------------|
 HL0623| PID    Reference Object                     Distance      Geod. Az  |
 HL0623|                                                           dddmmss.s |
 HL0623| HL0614 PIEDRA RESET                        APPROX.11.9 KM 0333627.6 |
 HL0623| CM7717 BOUNDARY MP 247 RM 1                 18.890 METERS 04121     |
 HL0623| CM7718 BOUNDARY MP 247 RM 2                 21.625 METERS 31113     |
 HL0623|---------------------------------------------------------------------|
 HL0623
 HL0623                          SUPERSEDED SURVEY CONTROL
 HL0623
 HL0623  NAD 83(1992)-  37 00 00.15264(N)    107 31 48.34135(W) AD(       ) 2
 HL0623  NAD 83(1986)-  37 00 00.14724(N)    107 31 48.34784(W) AD(       ) 2
 HL0623  NAD 27      -  37 00 00.12900(N)    107 31 46.16300(W) AD(       ) 2
 HL0623
 HL0623.Superseded values are not recommended for survey control.
 HL0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0623.See file dsdata.txt to determine how the superseded data were derived.
 HL0623
 HL0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA7486297870(NAD 83)
 HL0623_MARKER: DD = SURVEY DISK
 HL0623_SETTING: 0 = UNSPECIFIED SETTING
 HL0623
 HL0623  HISTORY     - Date     Condition        Report By
 HL0623  HISTORY     - 1934     MONUMENTED       USGLO
 HL0623
 HL0623                          STATION DESCRIPTION
 HL0623
 HL0623'DESCRIBED BY US GENERAL LAND OFFICE 1934 (EBL)
 HL0623'ABOUT 3 MILES SOUTHWEST OF ALLISON, COLO., SLIGHTLY MORE THAN
 HL0623'1 MILE EAST OF WEST BOUNDARY OF R. 6 W., ON LOW, WOODED MESA.
 HL0623'TO REACH FROM ALLISON POST OFFICE GO WEST 2.5 MILES TO POINT
 HL0623'WHERE MAIN ROAD TURNS NORTH, HERE TURN SOUTH AND GO 1.8 MILES
 HL0623'TO TURN IN ROAD AND TRIANGLE-BLAZED CEDAR TREE, FROM THIS TREE
 HL0623'FOLLOW BLAZED TRAIL TO SOUTHEAST OVER ROCKS ABOUT 500 YARDS TO
 HL0623'STATION WHICH IS ABOUT 75 YARDS BEYOND RIM OF HILL.  STATION
 HL0623'AND REFERENCE MARKS ARE STANDARD GENERAL LAND OFFICE TABLETS
 HL0623'SET IN LARGE CONCRETE POSTS.  REFERENCE MARK NO. 1 IS
 HL0623'18.890 METERS (61.97 FEET) FROM STATION N 41 DEG 21 MIN E.
 HL0623'AND NO. 2 IS 21.625 METERS (70.95 FEET) FROM STATION
 HL0623'N 48 DEG 47 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0498 ***********************************************************************
 JM0498  DESIGNATION -  BOUNDARY MP 70 CO UT
 JM0498  PID         -  JM0498
 JM0498  STATE/COUNTY-  CO/SAN MIGUEL
 JM0498  USGS QUAD   -  SUMMIT POINT (1986)
 JM0498
 JM0498                         *CURRENT SURVEY CONTROL
 JM0498  ___________________________________________________________________
 JM0498* NAD 83(1992)-  38 00 25.88971(N)    109 02 34.19501(W)     ADJUSTED  
 JM0498* NAVD 88     -      2231.     (meters)    7320.     (feet)  SCALED    
 JM0498  ___________________________________________________________________
 JM0498  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 JM0498  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 JM0498
 JM0498  HORZ ORDER  -  SECOND
 JM0498
 JM0498.The horizontal coordinates were established by classical geodetic methods
 JM0498.and adjusted by the National Geodetic Survey in November 1997..
 JM0498
 JM0498.The orthometric height was scaled from a topographic map.
 JM0498
 JM0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0498
 JM0498.The geoid height was determined by GEOID03.
 JM0498
 JM0498;                    North         East     Units Scale Factor Converg.
 JM0498;SPC CO S     -   459,477.706   603,346.734   MT  0.99994994   -2 10 23.1
 JM0498;SPC CO S     - 1,507,469.77  1,979,480.08   sFT  0.99994994   -2 10 23.1
 JM0498;SPC UT S     - 3,151,612.230   715,764.331   MT  0.99995886   +1 30 19.7
 JM0498;UTM  12      - 4,208,420.408   671,825.502   MT  0.99996364   +1 12 19.6
 JM0498
 JM0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0498!SPC CO S     -   0.99965296  x   0.99994994  =   0.99960292
 JM0498!SPC UT S     -   0.99965296  x   0.99995886  =   0.99961184
 JM0498!UTM  12      -   0.99965296  x   0.99996364  =   0.99961661
 JM0498
 JM0498                          SUPERSEDED SURVEY CONTROL
 JM0498
 JM0498  NAD 83(1992)-  38 00 25.88340(N)    109 02 34.18866(W) AD(       ) 2
 JM0498  NAD 83(1986)-  38 00 25.88137(N)    109 02 34.18586(W) AD(       ) 2
 JM0498  NAD 27      -  38 00 25.90800(N)    109 02 31.79000(W) AD(       ) 2
 JM0498
 JM0498.Superseded values are not recommended for survey control.
 JM0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0498.See file dsdata.txt to determine how the superseded data were derived.
 JM0498
 JM0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH7182608420(NAD 83)
 JM0498_MARKER: DD = SURVEY DISK
 JM0498_SETTING: 0 = UNSPECIFIED SETTING
 JM0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0498
 JM0498  HISTORY     - Date     Condition        Report By
 JM0498  HISTORY     - 1934     MONUMENTED       CGS
 JM0498  HISTORY     - 1954     POOR             USGS
 JM0498
 JM0498                          STATION DESCRIPTION
 JM0498
 JM0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 JM0498'STATION IS ON THE COLORADO-UTAH STATE LINE IN T 43 N, ABOUT 1-1/4
 JM0498'MILES SOUTH OF ITS NORTH BOUNDARY.  THE POST IS ABOUT 2-1/2 MILES
 JM0498'WEST AND 1/2 MILE SOUTH OF TRIANGULATION STATION SUMMIT.  POST IS
 JM0498'LOCATED ABOUT 12 MILES NORTHWEST OF DOVE CREEK, COLO. AND
 JM0498'ABOUT 20 MILES E BY N OF MONTICELLO, UTAH.
 JM0498'
 JM0498'REACHED FROM DOVE CREEK BY GOING WEST ON HIGHWAY U.S. 160, TO
 JM0498'THE STATE LINE.  FROM STATE LINE CONTINUE WEST ON HIGHWAY U.S.
 JM0498'450, FOR 4.3 MILES, TURN RIGHT (NORTH) AND GO 9.2 MILES, TURN
 JM0498'RIGHT (EAST) AND GO 1.8 MILES, TURN LEFT (NORTH) AND GO 2.0
 JM0498'MILES, TURN RIGHT (EAST) AND GO 2.0 MILES, TURN LEFT (NORTH)
 JM0498'AND GO 0.25 MILE TO MILE POST.  STATION IS ON THE EAST EDGE OF
 JM0498'ROAD AT A POINT WHERE THE ROAD SWERVES A LITTLE TO MISS THE
 JM0498'POST.
 JM0498'
 JM0498'THE POINT IS MARKED BY A TABLET ON TOP OF A PIPE REINFORCED
 JM0498'WITH CONCRETE AND MARKED USC AND GS 1934.
 JM0498'
 JM0498'HEIGHT OF LIGHT ABOVE STATION MARK--35 FEET.
 JM0498
 JM0498                          STATION RECOVERY (1954)
 JM0498
 JM0498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JM0498'THE MARK WAS FOUND PUSHED OUT OF THE GROUND AND LYING ABOUT 200
 JM0498'FEET FROM ITS ORIGINAL LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0500 ***********************************************************************
 KJ0500  DESIGNATION -  BOVINA
 KJ0500  PID         -  KJ0500
 KJ0500  STATE/COUNTY-  CO/LINCOLN
 KJ0500  USGS QUAD   -  ARRIBA (1979)
 KJ0500
 KJ0500                         *CURRENT SURVEY CONTROL
 KJ0500  ___________________________________________________________________
 KJ0500* NAD 83(1992)-  39 16 24.70866(N)    103 21 29.98857(W)     ADJUSTED  
 KJ0500* NAVD 88     -      1658.6    (meters)    5442.     (feet)  VERTCON   
 KJ0500  ___________________________________________________________________
 KJ0500  LAPLACE CORR-          -5.44  (seconds)                    DEFLEC99
 KJ0500  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 KJ0500
 KJ0500  HORZ ORDER  -  FIRST
 KJ0500
 KJ0500.The horizontal coordinates were established by classical geodetic methods
 KJ0500.and adjusted by the National Geodetic Survey in January 1993..
 KJ0500
 KJ0500.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0500
 KJ0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0500
 KJ0500.The geoid height was determined by GEOID03.
 KJ0500
 KJ0500;                    North         East     Units Scale Factor Converg.
 KJ0500;SPC CO C     -   466,851.861 1,099,182.423   MT  0.99994043   +1 21 02.6
 KJ0500;SPC CO C     - 1,531,663.15  3,606,234.33   sFT  0.99994043   +1 21 02.6
 KJ0500;UTM  13      - 4,348,415.672   641,610.007   MT  0.99984691   +1 02 21.8
 KJ0500
 KJ0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0500!SPC CO C     -   0.99974308  x   0.99994043  =   0.99968352
 KJ0500!UTM  13      -   0.99974308  x   0.99984691  =   0.99959003
 KJ0500
 KJ0500|---------------------------------------------------------------------|
 KJ0500| PID    Reference Object                     Distance      Geod. Az  |
 KJ0500|                                                           dddmmss.s |
 KJ0500| CP7509 BOVINA RM 1                          41.075 METERS 05840     |
 KJ0500| KJ0489 FLAGLER WATER TANK                  APPROX.25.1 KM 0834843.6 |
 KJ0500| CP7508 BOVINA AZ MK                                       0873955.4 |
 KJ0500| CP7510 BOVINA RM 2                          33.342 METERS 30912     |
 KJ0500|---------------------------------------------------------------------|
 KJ0500
 KJ0500                          SUPERSEDED SURVEY CONTROL
 KJ0500
 KJ0500  NAD 83(1986)-  39 16 24.70359(N)    103 21 29.98571(W) AD(       ) 1
 KJ0500  NAD 27      -  39 16 24.74900(N)    103 21 28.19800(W) AD(       ) 1
 KJ0500  NGVD 29 (07/19/86) 1657.8    (m)         5439.     (f) VERT ANG       
 KJ0500
 KJ0500.Superseded values are not recommended for survey control.
 KJ0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0500.See file dsdata.txt to determine how the superseded data were derived.
 KJ0500
 KJ0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD4161048416(NAD 83)
 KJ0500_MARKER: DS = TRIANGULATION STATION DISK
 KJ0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0500
 KJ0500  HISTORY     - Date     Condition        Report By
 KJ0500  HISTORY     - 1934     MONUMENTED       CGS
 KJ0500  HISTORY     - 1966     SEE DESCRIPTION  CGS
 KJ0500  HISTORY     - 1974     SEE DESCRIPTION  USGS
 KJ0500  HISTORY     - 1975     MARK NOT FOUND   USGS
 KJ0500  HISTORY     - 1975     SEE DESCRIPTION  NGS
 KJ0500
 KJ0500                          STATION DESCRIPTION
 KJ0500
 KJ0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 KJ0500'STATION IS ABOUT 2 MILES EAST-SOUTHEAST OF BOVINA, IN SEC.
 KJ0500'7, T. 9 S., R. 53 W.  IT IS LOCATED ON A RIDGE ON PASTURE
 KJ0500'LAND, 10 FEET SOUTH OF THE FENCE ON THE SOUTH SIDE OF THE
 KJ0500'ROAD, AND PROJECTS 6 INCHES.  THERE ARE SOME FARM BUILDINGS
 KJ0500'OPPOSITE THE STATION ON THE NORTH SIDE OF THE ROAD.
 KJ0500'
 KJ0500'THE STATION IS REACHED FROM BOVINA BY CROSSING U.S. HIGHWAY
 KJ0500'40-N AND GOING SOUTH ON A GRADED ROAD FOR 0.4 MILE.  TURN
 KJ0500'EAST AND GO 1.6 MILES TO THE TOP OF A RIDGE AND THE STATION
 KJ0500'ON THE SOUTH SIDE OF THE ROAD.
 KJ0500'
 KJ0500'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KJ0500'BRONZE DISKS SET AS DESCRIBED.
 KJ0500'
 KJ0500'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION, ON
 KJ0500'THE NORTH SIDE OF THE ROAD, 3 FEET SOUTH OF THE FENCE AND
 KJ0500'PROJECTS 6 INCHES.
 KJ0500'
 KJ0500'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, ON THE
 KJ0500'NORTH SIDE OF THE ROAD, 2 FEET SOUTH OF THE FENCE AND PROJECTS
 KJ0500'6 INCHES.
 KJ0500'
 KJ0500'AZIMUTH MARK IS ABOUT 0.4 MILE EAST OF THE STATION, ON THE
 KJ0500'NORTH SIDE OF THE ROAD, 4 FEET SOUTH OF THE FENCE CORNER,
 KJ0500'AND PROJECTS 6 INCHES.
 KJ0500'
 KJ0500'A 30-FOOT STAND WAS ERECTED.
 KJ0500
 KJ0500                          STATION RECOVERY (1966)
 KJ0500
 KJ0500'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 KJ0500'DESTROYED.  THE AZIMUTH MARK WAS FOUND, BUT NONE OF THE OTHER
 KJ0500'MARKS COULD BE FOUND.  THE AREA DESCRIBED IS NOW A FIELD.
 KJ0500'THE FARM BUILDINGS AND ROAD ORIGINALLY DESCRIBED ARE NO
 KJ0500'LONGER THERE.  THE AZIMUTH MARK IS NOW IN LINE WITH A LINE
 KJ0500'OF POWER POLES CROSSING THE FIELD.
 KJ0500
 KJ0500                          STATION RECOVERY (1974)
 KJ0500
 KJ0500'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (RCF)
 KJ0500'NO EVIDENCE WAS FOUND OF THE STATION MARK OR THE REF. MARKS.
 KJ0500'THE AREA IS IN CULTIVATION AND THE MARKS PROBABLY HAVE BEEN
 KJ0500'DESTROYED.
 KJ0500
 KJ0500                          STATION RECOVERY (1975)
 KJ0500
 KJ0500'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (JEP)
 KJ0500'A SEARCH WAS MADE, BUT THE MARK COULD NOT BE FOUND.  THE
 KJ0500'AREA IS NOW UNDER CULTIVATION.  THE LANDOWNER HAS BEEN ON
 KJ0500'THE PLACE FOR 25 YEARS, AND SAYS HE HAS NEVER SEEN THE MARK.
 KJ0500
 KJ0500                          STATION RECOVERY (1975)
 KJ0500
 KJ0500'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KJ0500'STATION WAS SEARCHED FOR VERY THOROUGHLY BUT COULD FIND
 KJ0500'NO MARKS.  STATION SITE IS NOW UNDER CULTIVATION AND THERE
 KJ0500'IS NO LONGER A ROAD BY STATION SITE.  THE AZIMUTH MARK WAS
 KJ0500'PROBABLY DESTROYED DURING NEW HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0472 ***********************************************************************
 HK0472  DESIGNATION -  BOWEN
 HK0472  PID         -  HK0472
 HK0472  STATE/COUNTY-  CO/LAS ANIMAS
 HK0472  USGS QUAD   -  TRINIDAD WEST (1979)
 HK0472
 HK0472                         *CURRENT SURVEY CONTROL
 HK0472  ___________________________________________________________________
 HK0472* NAD 83(1992)-  37 14 22.91819(N)    104 30 37.74214(W)     ADJUSTED  
 HK0472* NAVD 88     -      2173.9    (meters)    7132.     (feet)  VERTCON   
 HK0472  ___________________________________________________________________
 HK0472  LAPLACE CORR-          -7.19  (seconds)                    DEFLEC99
 HK0472  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 HK0472
 HK0472  HORZ ORDER  -  FIRST
 HK0472
 HK0472.The horizontal coordinates were established by classical geodetic methods
 HK0472.and adjusted by the National Geodetic Survey in January 1993..
 HK0472
 HK0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0472
 HK0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0472
 HK0472.The geoid height was determined by GEOID03.
 HK0472
 HK0472;                    North         East     Units Scale Factor Converg.
 HK0472;SPC CO S     -   368,863.230 1,002,201.312   MT  0.99999885   +0 36 25.0
 HK0472;SPC CO S     - 1,210,178.78  3,288,055.47   sFT  0.99999885   +0 36 25.0
 HK0472;UTM  13      - 4,121,575.796   543,418.254   MT  0.99962322   +0 17 46.4
 HK0472
 HK0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0472!SPC CO S     -   0.99966194  x   0.99999885  =   0.99966079
 HK0472!UTM  13      -   0.99966194  x   0.99962322  =   0.99928529
 HK0472
 HK0472:                Primary Azimuth Mark                     Grid Az
 HK0472:SPC CO S     -  TRINIDAD RAD RANGE SYS CEN TWR           064 12 15.4
 HK0472:UTM  13      -  TRINIDAD RAD RANGE SYS CEN TWR           064 30 54.0
 HK0472
 HK0472|---------------------------------------------------------------------|
 HK0472| PID    Reference Object                     Distance      Geod. Az  |
 HK0472|                                                           dddmmss.s |
 HK0472| HK0449 TRINIDAD RAD RANGE SYS CEN TWR      APPROX.17.4 KM 0644840.4 |
 HK0472| HK0450 HOEHNE AT SF RR WATER TANK          APPROX.12.5 KM 0683502.0 |
 HK0472| HK0439 SQUARE HOUSE CHIMNEY                APPROX.12.7 KM 1042857.2 |
 HK0472| HK0443 TRINIDAD POW CAMP WATER TANK        APPROX.10.3 KM 1231856.5 |
 HK0472| CM8481 BOWEN RM 1                            5.148 METERS 12956     |
 HK0472| HK0444 TRINIDAD FOUNDRY BRICK CHIM         APPROX. 5.2 KM 1652246.5 |
 HK0472| HK0447 TRINIDAD EASTERN SCHOOL CHIM        APPROX. 7.7 KM 1702700.0 |
 HK0472| HK0460 TRINIDAD CATHOLIC CHURCH SPIRE      APPROX. 7.9 KM 1773915.1 |
 HK0472| CM8482 BOWEN RM 2                            7.749 METERS 22714     |
 HK0472|---------------------------------------------------------------------|
 HK0472
 HK0472                          SUPERSEDED SURVEY CONTROL
 HK0472
 HK0472  NAD 83(1986)-  37 14 22.92713(N)    104 30 37.73893(W) AD(       ) 1
 HK0472  NAD 27      -  37 14 22.86600(N)    104 30 35.79600(W) AD(       ) 1
 HK0472  NGVD 29 (07/19/86) 2172.9    (m)         7129.     (f) VERT ANG       
 HK0472
 HK0472.Superseded values are not recommended for survey control.
 HK0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0472.See file dsdata.txt to determine how the superseded data were derived.
 HK0472
 HK0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB4341821576(NAD 83)
 HK0472_MARKER: DS = TRIANGULATION STATION DISK
 HK0472_SETTING: 66 = SET IN ROCK OUTCROP
 HK0472
 HK0472  HISTORY     - Date     Condition        Report By
 HK0472  HISTORY     - 1945     MONUMENTED       CGS
 HK0472  HISTORY     - 1949     GOOD             USGS
 HK0472  HISTORY     - 1970     GOOD             USGS
 HK0472
 HK0472                          STATION DESCRIPTION
 HK0472
 HK0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAE)
 HK0472'STATION IS ABOUT 6 MILES (AIR LINE) N OF TRINIDAD, ABOUT 2
 HK0472'MILES (AIR LINE) WSW OF THE BOWEN SIDING ON THE DENVER AND
 HK0472'RIO GRANDE WESTERN RAILROAD, AND ABOUT 1 MILE W OF U.S. HIGHWAY
 HK0472'85 AND 87.  THE STATION IS ON THE FIRST RIDGE AT THE W EDGE
 HK0472'OF THE GREAT PLAINS OVERLOOKING ALL THE COUNTRY TO THE E.
 HK0472'THERE IS A RIDGE ABOUT 50 FEET HIGHER ABOUT 1/4 MILE TO THE W.
 HK0472'
 HK0472'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 85 AND 87 AND U.S.
 HK0472'HIGHWAY 350 IN TRINIDAD, GO N ON U.S. HIGHWAY 85 AND 87 FOR 6.3
 HK0472'MILES TO THE BOWEN SIDING ON THE DENVER AND RIO GRANDE WESTERN
 HK0472'RAILROAD.  THIS SIDING IS ABOUT 3/4 MILE E OF THE HIGHWAY.  HERE
 HK0472'TURN LEFT OR W ON A TRACK ROAD THROUGH THE FENCE AND GO 0.2
 HK0472'MILE.  HERE BEAR LEFT ACROSS THE WASH AND CONTINUE W, PASSING
 HK0472'UNDER A POWER LINE, FOR 0.1 MILE TO A DIRT TANK ON THE RIGHT.
 HK0472'CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO THE TOP OF A SMALL
 HK0472'RIDGE AND THE END OF TRUCK TRAVEL.  FROM HERE PACK S UP THE
 HK0472'RIDGE AND UP THE STEEP SLOPE TO THE HIGHEST POINT AND THE
 HK0472'STATION.
 HK0472'
 HK0472'STATION MARK IS A BRONZE STATION DISK SET IN BEDROCK FLUSH.
 HK0472'IT IS 54-1/2 FEET S OF THE HIGHEST POINT OF THE HILL.  DISK IS
 HK0472'STAMPED BOWEN 1945.
 HK0472'
 HK0472'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 HK0472'FLUSH.  THE MARK IS SE OF THE STATION, AT ABOUT THE SAME
 HK0472'ELEVATION, AND IS 4-1/2 FEET W OF THE EDGE OF A 10-FOOT LEDGE.
 HK0472'DISK IS STAMPED BOWEN NO 1 1945.
 HK0472'
 HK0472'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN BEDROCK
 HK0472'FLUSH.  THE MARK IS SW OF THE STATION, AT ABOUT THE SAME ELEVATION,
 HK0472'AND IS 4 FEET NE OF THE EDGE OF A 9-FOOT LEDGE.  DISK IS STAMPED
 HK0472'BOWEN NO 2 1945.
 HK0472'
 HK0472'AZIMUTH MARK FOR THIS STATION IS TRIANGULATION STATION TRINIDAD.
 HK0472'
 HK0472'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 HK0472
 HK0472                          STATION RECOVERY (1949)
 HK0472
 HK0472'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 HK0472'STATION MARK--BRONZE STATION DISK SET IN BEDROCK FLUSH.  IT IS 54-1/2
 HK0472'FT. S. OF THE HIGHEST POINT OF THE HILL, DISK IS STAMPED ---BOWEN
 HK0472'1945---.
 HK0472
 HK0472                          STATION RECOVERY (1970)
 HK0472
 HK0472'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (WAK)
 HK0472'TO REACH THE STATION FROM THE UNDERPASS OF GODDARD AVE. AND I-25
 HK0472'(HIGHWAY) PROCEED WEST ON GODDARD AVE. FOR 0.65 MILE TO ARIZONA
 HK0472'AVE.  TURN RIGHT (NORTH) ON ARIZONA AVE. FOR 0.65 MILE TO A
 HK0472'DEAD END.  TURN RIGHT (EAST) FOR 0.15 MILE AND LEFT (NORTH) AT
 HK0472'THE BEND, CONTINUING NORTHERLY ON THE MAIN TRAVELLED ROAD,
 HK0472'FOR 2.45 MILES TO A FORK RIGHT.  TAKE THIS RIGHT FORK AND
 HK0472'CONTINUE TRAVEL ON THE MAIN TRACK ROAD FOR 3.85 MILES, PAST
 HK0472'A SMALL WHITE BUILDING, AND END OF TRUCK TRAVEL.  STATION MARK
 HK0472'IS ON THE ROCKY MOUNTAIN TOP ON WHICH IS LOCATED THE COLORADO
 HK0472'STATE PATROL RELAY TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1369 ***********************************************************************
 LL1369  DESIGNATION -  BOWEN
 LL1369  PID         -  LL1369
 LL1369  STATE/COUNTY-  CO/GRAND
 LL1369  USGS QUAD   -  BOWEN MOUNTAIN (1977)
 LL1369
 LL1369                         *CURRENT SURVEY CONTROL
 LL1369  ___________________________________________________________________
 LL1369* NAD 83(1992)-  40 21 38.30205(N)    105 56 00.48968(W)     ADJUSTED  
 LL1369* NAVD 88     -      3818.4    (meters)   12528.     (feet)  VERTCON   
 LL1369  ___________________________________________________________________
 LL1369  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 LL1369  GEOID HEIGHT-         -11.82  (meters)                     GEOID03
 LL1369
 LL1369  HORZ ORDER  -  FIRST
 LL1369
 LL1369.The horizontal coordinates were established by classical geodetic methods
 LL1369.and adjusted by the National Geodetic Survey in January 1993..
 LL1369
 LL1369.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1369
 LL1369.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1369
 LL1369.The geoid height was determined by GEOID03.
 LL1369
 LL1369;                    North         East     Units Scale Factor Converg.
 LL1369;SPC CO N     -   418,953.550   877,583.343   MT  0.99995868   -0 16 48.3
 LL1369;SPC CO N     - 1,374,516.77  2,879,204.68   sFT  0.99995868   -0 16 48.3
 LL1369;UTM  13      - 4,468,204.069   420,739.528   MT  0.99967733   -0 36 16.4
 LL1369
 LL1369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1369!SPC CO N     -   0.99940321  x   0.99995868  =   0.99936192
 LL1369!UTM  13      -   0.99940321  x   0.99967733  =   0.99908074
 LL1369
 LL1369|---------------------------------------------------------------------|
 LL1369| PID    Reference Object                     Distance      Geod. Az  |
 LL1369|                                                           dddmmss.s |
 LL1369| CP7512 BOWEN RM 1                            6.285 METERS 10439     |
 LL1369| CP7511 BOWEN AZ MK                                        2963808.4 |
 LL1369| CP7513 BOWEN RM 2                            4.378 METERS 32226     |
 LL1369|---------------------------------------------------------------------|
 LL1369
 LL1369                          SUPERSEDED SURVEY CONTROL
 LL1369
 LL1369  NAD 83(1986)-  40 21 38.29562(N)    105 56 00.48483(W) AD(       ) 1
 LL1369  NAD 27      -  40 21 38.35200(N)    105 55 58.42500(W) AD(       ) 1
 LL1369  NGVD 29 (07/19/86) 3816.7    (m)        12522.     (f) VERT ANG       
 LL1369
 LL1369.Superseded values are not recommended for survey control.
 LL1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1369.See file dsdata.txt to determine how the superseded data were derived.
 LL1369
 LL1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE2074068204(NAD 83)
 LL1369_MARKER: DS = TRIANGULATION STATION DISK
 LL1369_SETTING: 66 = SET IN ROCK OUTCROP
 LL1369
 LL1369  HISTORY     - Date     Condition        Report By
 LL1369  HISTORY     - 1939     MONUMENTED       CGS
 LL1369  HISTORY     - 1949     GOOD             CGS
 LL1369  HISTORY     - 1955     GOOD             USGS
 LL1369
 LL1369                          STATION DESCRIPTION
 LL1369
 LL1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ)
 LL1369'ON THE SUMMIT OF BOWEN MOUNTAIN IN T. 5 N., R. 76 W., SECTION
 LL1369'29 OR 32.  IT IS 9.6 MILES AIR LINE NORTHWEST OF GRAND LAKE
 LL1369'VILLAGE AND 19 MILES NORTH OF GRANBY.
 LL1369'
 LL1369'TO REACH FROM GRAND LAKE POST OFFICE FOLLOW THE MAIN STREET
 LL1369'WESTERLY 0.45 MILE TO AN INTERSECTION, TAKE RIGHT FORK AND GO
 LL1369'0.7 MILE TO JUNCTION OF U.S. HIGHWAY NO. 34.  TURN RIGHT AND GO
 LL1369'NORTHERLY 0.3 MILE ON U.S. HIGHWAY NO. 34 TO THE ENTRANCE TO
 LL1369'ROCKY MOUNTAIN NATIONAL PARK.  CONTINUE NORTHERLY ON SAME ROAD
 LL1369'5.4 MILES TO HATTERS RANCH MAIL BOX AND TRACK ROAD TO THE LEFT,
 LL1369'OR NORTHWESTERLY.  TAKE TRACK ROAD AND GO 0.45 MILE TO RANCH
 LL1369'BUILDING.  PASS TO RIGHT OF BUILDINGS AND CONTINUE 0.4 MILE
 LL1369'TO CROSS ROAD AND FOREST SERVICE SIGN BOWEN GULCH TRAIL
 LL1369'CONTINENTAL DIVIDE 6 M.  THERE IS A SUMMER HOME ON THE SOUTHWEST
 LL1369'CORNER OF THIS INTERSECTION.  GO STRAIGHT THROUGH
 LL1369'INTERSECTION AND FOLLOW UP BOWEN GULCH IN A WESTERLY
 LL1369'DIRECTION 0.7 MILE TO A FORK BY AN ABANDONED SAWMILL,
 LL1369'TAKE LEFT FORK AND CONTINUE 0.6 MILE TO THE END OF THE
 LL1369'ROAD.  FROM THIS POINT PACK NORTHWESTERLY UP BOWEN
 LL1369'GULCH ON A PACK HORSE TRAIL ABOUT 4 MILES TO THE UPPER
 LL1369'END OF A LARGE SLOPING MEADOW THAT IS SURROUNDED BY
 LL1369'MOUNTAINS.  PACK HORSES MAY BE TAKEN TO THIS POINT.  PACK
 LL1369'IN AN EASTERLY DIRECTION TO THE HIGHEST POINT ON THE
 LL1369'MOUNTAIN AND THE STATION, A DISTANCE OF ABOUT 1/2 MILE.
 LL1369'
 LL1369'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 LL1369'DISKS IN OUTCROPPING BEDROCK.
 LL1369'
 LL1369'THE AZIMUTH MARK IS ABOUT 0.5 MILE WEST-NORTHWEST OF THE
 LL1369'STATION ON THE HIGHEST OUTCROPPING ROCK IN THE VICINITY.  IT
 LL1369'IS ABOUT 600 FEET LOWER THAN THE STATION.  THE AZIMUTH MARK
 LL1369'IS STAMPED BOWEN 1939.
 LL1369'
 LL1369'IF PACK HORSES ARE WANTED FOR THIS STATION THEY MAY BE OBTAINED
 LL1369'AT HOLZWARTH RANCH WHICH IS ON U.S. HIGHWAY NO. 34, ABOUT
 LL1369'3.0 MILES NORTH OF THE ENTRANCE TO HATTERS RANCH.
 LL1369
 LL1369                          STATION RECOVERY (1949)
 LL1369
 LL1369'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LL1369'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION AND
 LL1369'AS DESCRIBED EXCEPT THE AZIMUTH MARK WHICH WAS NOT SEARCHED
 LL1369'FOR DUE TO THE FACT THAT A DIFFERENCE ROUTE WAS USED TO REACH
 LL1369'THE STATION.  ALSO, THERE WAS A SLIGHT DIFFERENCE IN DISTANCE
 LL1369'TO REFERENCE MARK NO. 2.  THE CORRECT DATA IS GIVEN BELOW.
 LL1369'A NEW TO REACH FOLLOWS--
 LL1369'
 LL1369'THE STATION IS LOCATED ON THE SUMMIT OF BOWEN MOUNTAIN ABOUT
 LL1369'19.0 MILES AIR LINE NORTH OF GRANBY AND ABOUT 9.5 MILES AIR
 LL1369'LINE NORTHWEST OF GRAND LAKE VILLAGE.  IN T. 5 N., R. 76 W.,
 LL1369'SECTION 29 OR 32.  THE STATION MARK IS SET ON THE HIGHEST POINT,
 LL1369'PROJECTS 4 INCHES AND IS STAMPED, BOWEN 1939.
 LL1369'
 LL1369'REFERENCE MARK NO. 1, IS APPROXIMATELY
 LL1369'3 FEET LOWER THAN THE STATION, PROJECTS 8 INCHES AND IS STAMPED,
 LL1369'BOWEN NO 1 1939.
 LL1369'
 LL1369'REFERENCE MARK NO. 2, IS SET FLUSH
 LL1369'APPROXIMATELY 2 FEET LOWER THAN THE STATION AND IS STAMPED,
 LL1369'BOWEN NO 2 1939.
 LL1369'
 LL1369'TO REACH THE STATION FROM THE POST OFFICE IN GRAND LAKE, GO
 LL1369'WESTERLY ON THE MAIN PAVED ROAD FOR 0.8 MILE TO THE JUNCTION
 LL1369'WITH U.S. HIGHWAY 34.  TURN RIGHT ON U.S. HIGHWAY 34 AND FOLLOW
 LL1369'IT NORTHERLY FOR 4.7 MILES TO A SIDE ROAD LEFT AT SIGN, LITTLE
 LL1369'BUCKAROO RANCH--TURN LEFT OFF THE HIGHWAY AND FOLLOW A BLADED
 LL1369'ROAD FOR 0.4 MILE TO RANCH BUILDINGS--TURN RIGHT, PASS THROUGH
 LL1369'A STEEL GATE AND FOLLOW THE ROAD WESTERLY FOR 0.5 MILE TO
 LL1369'THREE FORKS.  KEEP THE MIDDLE FORK, STRAIGHT AHEAD FOR 4.2
 LL1369'MILES TO A TRIANGLE BLAZED PINE TREE JUST AFTER MAKING THE
 LL1369'SECOND OF TWO SWITCHBACKS.  CONTINUE WESTERLY ON THE MAIN
 LL1369'ROAD FOR ABOUT 0.1 MILE TO THE END OF TRUCK TRAVEL.  FROM
 LL1369'HERE PACK NORTH-NORTHEAST TO THE FOOT OF THE MOUNTAIN AND AN
 LL1369'OLD TRAIL.  FOLLOW THE TRAIL NORTHEAST AND WEST FOR ABOUT 1
 LL1369'1/2 MILES TO A GRASSY MEADOW.  FROM HERE THE TRAIL TURNS
 LL1369'EAST UP THE MOUNTAIN BUT CONTINUE WESTERLY ACROSS THE MEADOW TO
 LL1369'THE FOOT OF A STEEP SLOPE.  PACK WEST-NORTHWEST UP THE SLOPE
 LL1369'AND KEEPING TO THE LEFT OF THE CLIFFS PACK TO THE HIGHEST
 LL1369'POINT AND STATION.  A 2 HOUR AND 45 MINUTE PACK.
 LL1369'
 LL1369'NOTE--AZ MK 1939 ANGLE USED AS A DIFFERENT ROUTE WAS FOLLOWED
 LL1369'TO REACH THE STATION.
 LL1369
 LL1369                          STATION RECOVERY (1955)
 LL1369
 LL1369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 LL1369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0586 ***********************************************************************
 KJ0586  CBN         -  This is a Cooperative Base Network Control Station.
 KJ0586  DESIGNATION -  BOWER
 KJ0586  PID         -  KJ0586
 KJ0586  STATE/COUNTY-  CO/YUMA
 KJ0586  USGS QUAD   -  IDALIA (1968)
 KJ0586
 KJ0586                         *CURRENT SURVEY CONTROL
 KJ0586  ___________________________________________________________________
 KJ0586* NAD 83(1992)-  39 42 06.49098(N)    102 19 46.44928(W)     ADJUSTED  
 KJ0586* NAVD 88     -      1220.96   (meters)    4005.8    (feet)  RESET     
 KJ0586  ___________________________________________________________________
 KJ0586  X           -  -1,049,489.613 (meters)                     COMP
 KJ0586  Y           -  -4,801,487.444 (meters)                     COMP
 KJ0586  Z           -   4,053,332.688 (meters)                     COMP
 KJ0586  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 KJ0586  ELLIP HEIGHT-        1198.52  (meters)          (10/21/02) GPS OBS
 KJ0586  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 KJ0586
 KJ0586  HORZ ORDER  -  B
 KJ0586  VERT ORDER  -  THIRD
 KJ0586  ELLP ORDER  -  FOURTH    CLASS II
 KJ0586
 KJ0586.The horizontal coordinates were established by GPS observations
 KJ0586.and adjusted by the National Geodetic Survey in May 1992..
 KJ0586
 KJ0586.The orthometric height was computed from unverified reset data.
 KJ0586.No vertical observational check was made to the station.
 KJ0586
 KJ0586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KJ0586
 KJ0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0586
 KJ0586.The ellipsoidal height was determined by GPS observations
 KJ0586.and is referenced to NAD 83.
 KJ0586
 KJ0586.The geoid height was determined by GEOID03.
 KJ0586
 KJ0586;                    North         East     Units Scale Factor Converg.
 KJ0586;SPC CO N     -   350,572.068 1,186,253.859   MT  1.00000243   +2 02 54.7
 KJ0586;SPC CO N     - 1,150,168.53  3,891,901.20   sFT  1.00000243   +2 02 54.7
 KJ0586;UTM  13      - 4,398,070.730   728,951.026   MT  1.00024540   +1 42 23.7
 KJ0586
 KJ0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0586!SPC CO N     -   0.99981201  x   1.00000243  =   0.99981444
 KJ0586!UTM  13      -   0.99981201  x   1.00024540  =   1.00005736
 KJ0586
 KJ0586                          SUPERSEDED SURVEY CONTROL
 KJ0586
 KJ0586  NAD 83(1986)-  39 42 06.48659(N)    102 19 46.44777(W) AD(       ) 3
 KJ0586  ELLIP H (05/26/92) 1198.51   (m)                       GP(       ) 4 1
 KJ0586  NGVD 29 (03/28/06) 1220.44   (m)         4004.1    (f) RESET       3  
 KJ0586
 KJ0586.Superseded values are not recommended for survey control.
 KJ0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0586.See file dsdata.txt to determine how the superseded data were derived.
 KJ0586
 KJ0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD2895198071(NAD 83)
 KJ0586_MARKER: I = METAL ROD
 KJ0586_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KJ0586_SP_SET: STAINLESS STEEL ROD
 KJ0586_STAMPING: BOWER 1991
 KJ0586_MARK LOGO: NGS   
 KJ0586_PROJECTION: FLUSH
 KJ0586_MAGNETIC: I = MARKER IS A STEEL ROD
 KJ0586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KJ0586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0586+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1999
 KJ0586_ROD/PIPE-DEPTH: 22.8 meters
 KJ0586_SLEEVE-DEPTH  : 1 meters
 KJ0586
 KJ0586  HISTORY     - Date     Condition        Report By
 KJ0586  HISTORY     - 1991     MONUMENTED       NGS
 KJ0586  HISTORY     - 19911213 GOOD             NGS
 KJ0586  HISTORY     - 19920909 GOOD             CODH
 KJ0586  HISTORY     - 19990224 GOOD             NGS
 KJ0586
 KJ0586                          STATION DESCRIPTION
 KJ0586
 KJ0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KJ0586'STATION IS LOCATED ABOUT 48 KM (29.8 MI) NORTH OF BURLINGTON, 3 KM
 KJ0586'(1.9 MI) WEST OF IDALIA, ALONG US HIGHWAY 36, AT A GRAVEL ROAD
 KJ0586'LEADING SOUTH, AT MILE 206.9, ON HIGHWAY RIGHT-OF-WAY, IN THE
 KJ0586'NORTHEAST CORNER OF SECTION 19, T 4 S, R 44 W.  OWNERSHIP--STATE
 KJ0586'DEPARTMENT OF TRANSPORTATION.
 KJ0586'TO REACH FROM THE JUNCTION OF US HIGHWAY 36 AND THE GRAVELED MAIN
 KJ0586'STREET IN IDALIA, GO WEST ON HIGHWAY 36 FOR 1.39 KM (0.86 MI) TO A
 KJ0586'GRAVEL CROSSROAD.  CONTINUE AHEAD FOR 1.61 KM (1.00 MI) TO ROAD BB ON
 KJ0586'THE LEFT AND THE STATION IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 KJ0586'STATION MARK IS A PUNCH HOLE TOP CENTER IN A STEEL ROD INSIDE A PVC
 KJ0586'PIPE WITH LOGO CAP SET IN A 0.5 M (1.6 FT) CONCRETE SLEEVE FLUSH WITH
 KJ0586'THE GROUND.  IT IS 29.0 M (95.1 FT) SOUTH OF, AND 1 M (3.3 FT) LOWER
 KJ0586'THAN THE HIGHWAY CENTER, 16.0 M (52.5 FT) WEST OF THE GRAVEL ROAD
 KJ0586'CENTER, 9.8 M (32.2 FT) SOUTHEAST OF A BRACED ANGLE IRON FENCE CORNER
 KJ0586'POST, 12.2 M (40.0 FT) NORTHWEST OF ANOTHER BRACED FENCE CORNER POST,
 KJ0586'0.9 M (3.0 FT) NORTHEAST OF THE WIRE FENCE, 0.9 M (3.0 FT)
 KJ0586'SOUTH-SOUTHWEST OF A FIBERGLASS WITNESS POST AND 0.9 M (3.0 FT)
 KJ0586'NORTHEAST OF A FIBERGLASS WITNESS POST.
 KJ0586'DESCRIBED BY G.R.HEID
 KJ0586
 KJ0586                          STATION RECOVERY (1991)
 KJ0586
 KJ0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KJ0586'STATION IS LOCATED ABOUT 48 KM (29.8 MI) NORTH OF BURLINGTON, 3 KM
 KJ0586'(1.9 MI) WEST OF IDALIA, ALONG U.S. HIGHWAY 36, AT A GRAVEL ROAD
 KJ0586'LEADING SOUTH, AT MILE 206.9, ON HIGHWAY RIGHT-OF-WAY.
 KJ0586'OWNERSHIP--COLORADO STATE DEPARTMENT OF TRANSPORTATION.
 KJ0586'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 36 AND THE GRAVELED MAIN
 KJ0586'STREET IN IDALIA, GO WEST ON HIGHWAY 36 FOR 1.39 KM (0.86 MI) TO A
 KJ0586'GRAVEL CROSSROAD.  CONTINUE AHEAD FOR 1.61 KM (1.00 MI) TO ROAD BB ON
 KJ0586'THE LEFT AND THE STATION IN THE SOUTHWEST ANGLE OF THE INTERSECTION.
 KJ0586'STATION MARK IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 KJ0586'2.5 CM GREASE FILLED PVC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 KJ0586'PIPE WITH LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND. IT
 KJ0586'IS 29.0 M (95.1 FT) SOUTH FROM AND 1 M (3.3 FT) LOWER THAN THE
 KJ0586'HIGHWAY CENTER, 16.0 M (52.5 FT) WEST FROM THE GRAVEL ROAD CENTER,
 KJ0586'9.8 M (32.2 FT) SOUTHEAST FROM A BRACED ANGLE IRON FENCE CORNER POST,
 KJ0586'12.2 M (40.0 FT) NORTHWEST FROM ANOTHER BRACED FENCE CORNER POST, 0.9
 KJ0586'M (3.0 FT) NORTHEAST FROM THE WIRE FENCE, 0.9 M (3.0 FT)
 KJ0586'SOUTH-SOUTHWEST FROM A FIBERGLASS WITNESS POST AND 0.9 M (3.0 FT)
 KJ0586'NORTHEAST FROM A FIBERGLASS WITNESS POST.
 KJ0586
 KJ0586                          STATION RECOVERY (1992)
 KJ0586
 KJ0586'RECOVERY NOTE BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1992
 KJ0586'FROM THE JUNCTION OF U.S. HIGHWAY 36 AND THE GRAVELED MAIN STREET IN
 KJ0586'IDALIA, GO WEST ON HIGHWAY 36 FOR 0.86 MI (1.38 KM) TO A GRAVEL
 KJ0586'CROSSROAD, CONTINUE AHEAD FOR 1.00 MI (1.61 KM) TO ROAD BB ON THE
 KJ0586'LEFT AND THE STATION IN THE SOUTHWEST ANGLE OF THE INTERSECTION, 28.9
 KJ0586'M (94.82 FT) SOUTH OF THE CENTER OF U.S. HIGHWAY 36, 16.4 M (53.81
 KJ0586'FT) WEST OF THE CENTER OF ROAD BB, 1.0 M (3.28 FT) EAST-SOUTHEAST OF
 KJ0586'A WITNESS POST, 1.0 M (3.28 FT) WEST-NORTHWEST OF A WITNESS POST, 0.8
 KJ0586'NORTHEAST OF A RIGHT-OF-WAY FENCE AND ABOUT 1 M (3.28 FT) BELOW THE
 KJ0586'HIGHWAY.  THE STATION IS 13.5 M (44.29 FT) SOUTHWEST OF THE OLD BENCH
 KJ0586'MARK.
 KJ0586
 KJ0586                          STATION RECOVERY (1999)
 KJ0586
 KJ0586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 KJ0586'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0396 ***********************************************************************
 JM0396  DESIGNATION -  BOX
 JM0396  PID         -  JM0396
 JM0396  STATE/COUNTY-  CO/MONTROSE
 JM0396  USGS QUAD   -  UTE (1994)
 JM0396
 JM0396                         *CURRENT SURVEY CONTROL
 JM0396  ___________________________________________________________________
 JM0396* NAD 83(1992)-  38 19 06.78022(N)    108 15 44.57782(W)     ADJUSTED  
 JM0396* NAVD 88     -      2859.5    (meters)    9382.     (feet)  VERTCON   
 JM0396  ___________________________________________________________________
 JM0396  LAPLACE CORR-          10.64  (seconds)                    DEFLEC99
 JM0396  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 JM0396
 JM0396  HORZ ORDER  -  SECOND
 JM0396
 JM0396.The horizontal coordinates were established by classical geodetic methods
 JM0396.and adjusted by the National Geodetic Survey in January 1993..
 JM0396
 JM0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0396
 JM0396.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0396
 JM0396.The geoid height was determined by GEOID03.
 JM0396
 JM0396;                    North         East     Units Scale Factor Converg.
 JM0396;SPC CO S     -   491,709.230   672,868.015   MT  0.99998106   -1 41 39.8
 JM0396;SPC CO S     - 1,613,216.03  2,207,567.81   sFT  0.99998106   -1 41 39.8
 JM0396;UTM  12      - 4,244,706.468   739,333.320   MT  1.00030549   +1 41 53.6
 JM0396
 JM0396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0396!SPC CO S     -   0.99955417  x   0.99998106  =   0.99953524
 JM0396!UTM  12      -   0.99955417  x   1.00030549  =   0.99985952
 JM0396
 JM0396|---------------------------------------------------------------------|
 JM0396| PID    Reference Object                     Distance      Geod. Az  |
 JM0396|                                                           dddmmss.s |
 JM0396| CM6121 BOX RM 1                                           03657     |
 JM0396| HM0489 LONE CONE                           APPROX.47.8 KM 1791709.1 |
 JM0396| CM6122 BOX RM 2                             14.838 METERS 25724     |
 JM0396|---------------------------------------------------------------------|
 JM0396
 JM0396                          SUPERSEDED SURVEY CONTROL
 JM0396
 JM0396  NAD 83(1986)-  38 19 06.77233(N)    108 15 44.56644(W) AD(       ) 2
 JM0396  NAD 27      -  38 19 06.81180(N)    108 15 42.28100(W) AD(       ) 2
 JM0396  NGVD 29 (07/19/86) 2858.0    (m)         9377.     (f) VERT ANG       
 JM0396
 JM0396.Superseded values are not recommended for survey control.
 JM0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0396.See file dsdata.txt to determine how the superseded data were derived.
 JM0396
 JM0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH3933344706(NAD 83)
 JM0396_MARKER: DS = TRIANGULATION STATION DISK
 JM0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0396
 JM0396  HISTORY     - Date     Condition        Report By
 JM0396  HISTORY     - 1958     MONUMENTED       CGS
 JM0396  HISTORY     - 1969     GOOD             USFS
 JM0396  HISTORY     - 19900925 GOOD             USPSQD
 JM0396
 JM0396                          STATION DESCRIPTION
 JM0396
 JM0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 JM0396'STATION IS ON THE SOUTH SLOPE OF A LOW TIMBERED RIDGE.  IT
 JM0396'IS ABOUT 25 MILES SOUTHWEST OF MONTROSE, 7-1/2 MILES WEST OF
 JM0396'SILESCA RANGER STATION AND 1/4 MILE SOUTH OF THE RIDGE IN A
 JM0396'SMALL OPEN AREA.
 JM0396'
 JM0396'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 50, 550 AND
 JM0396'STATE HIGHWAY 90 IN MONTROSE, GO WEST AND SOUTHWEST ON STATE
 JM0396'HIGHWAY 90 FOR 20.5 MILES TO THE SILESCA RANGER STATION,
 JM0396'CONTINUE WESTERLY ON STATE HIGHWAY 90 FOR 2.3 MILES TO A SIDE
 JM0396'ROAD LEFT, CONTINUE ON STATE HIGHWAY 90 FOR 0.7 MILE TO A
 JM0396'FORK AT SIGN NUCLA 37, TAKE RIGHT FORK, WESTERLY, (LEAVING
 JM0396'HIGHWAY) ON GRAVEL ROAD FOR 1.05 MILE TO A CATTLE GUARD AND
 JM0396'FORKS, THEN LEFT, WEST, ON MAIN TRAVELED ROAD FOR 2.7 MILES
 JM0396'TO A SIDE ROAD RIGHT AT SIGN BOX SPRINGS, CONTINUE ON MAIN
 JM0396'TRAVELED ROAD FOR 0.45 MILE TO A SIDE ROAD LEFT, TURN LEFT,
 JM0396'WESTERLY ON TRACK ROAD FOR 0.1 MILE TO A WIRE GATE (JUST TO
 JM0396'THE RIGHT OF POLE CORRALS), PASS THROUGH GATE AND FOLLOW
 JM0396'TRACK ROAD, WESTERLY (ALONG THE TOP OF RIDGE AND JUST OFF THE
 JM0396'SOUTH EDGE) FOR 1.9 MILE TO THE STATION ON THE LEFT.
 JM0396'
 JM0396'STATION MARKS ARE STANDARD DISKS, STAMPED BOX 1958.  SURFACE
 JM0396'MARK IS SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 JM0396'PROJECTING 5 INCHES.  IT IS 48 FEET SOUTHEAST OF AN 18 INCH
 JM0396'PINE TREE WITH A TRIANGLE BLAZE ON THE EAST SIDE AND 28 FEET
 JM0396'SOUTH OF THE CENTER OF A TRACK ROAD.  NO WITNESS POST WAS
 JM0396'SET.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 JM0396'CONCRETE 30 INCHES BELOW THE GROUND SURFACE.
 JM0396'
 JM0396'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BOX NO 1 1958,
 JM0396'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK MEASURING 2 X 2
 JM0396'FEET AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 62 FEET
 JM0396'EAST OF THE TRIANGLE BLAZED TREE AND 11 FEET NORTH OF THE
 JM0396'TRACK ROAD CENTER.
 JM0396'
 JM0396'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BOX NO 2 1958,
 JM0396'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK MEASURING 3 X 2
 JM0396'FEET AND PROJECTING 3 INCHES.  IT IS 43 FEET SOUTH OF THE
 JM0396'TRIANGLE BLAZED TREE AND 32 FEET SOUTH OF THE TRACK ROAD CENTER.
 JM0396'
 JM0396'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 JM0396
 JM0396                          STATION RECOVERY (1969)
 JM0396
 JM0396'RECOVERY NOTE BY US FOREST SERVICE 1969 (AWH)
 JM0396'ALL MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 JM0396
 JM0396                          STATION RECOVERY (1990)
 JM0396
 JM0396'RECOVERY NOTE BY US POWER SQUADRON 1990 (TGO)
 JM0396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1587 ***********************************************************************
 KK1587  DESIGNATION -  BOX
 KK1587  PID         -  KK1587
 KK1587  STATE/COUNTY-  CO/ARAPAHOE
 KK1587  USGS QUAD   -  STRASBURG SW (1994)
 KK1587
 KK1587                         *CURRENT SURVEY CONTROL
 KK1587  ___________________________________________________________________
 KK1587* NAD 83(1992)-  39 35 48.79463(N)    104 29 46.02901(W)     ADJUSTED  
 KK1587* NAVD 88     -      1830.     (meters)    6004.     (feet)  SCALED    
 KK1587  ___________________________________________________________________
 KK1587  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 KK1587  GEOID HEIGHT-         -17.91  (meters)                     GEOID03
 KK1587
 KK1587  HORZ ORDER  -  FIRST
 KK1587
 KK1587.The horizontal coordinates were established by classical geodetic methods
 KK1587.and adjusted by the National Geodetic Survey in January 1993..
 KK1587
 KK1587.The orthometric height was scaled from a topographic map.
 KK1587
 KK1587.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1587
 KK1587.The geoid height was determined by GEOID03.
 KK1587
 KK1587;                    North         East     Units Scale Factor Converg.
 KK1587;SPC CO C     -   501,048.795 1,000,624.987   MT  0.99997330   +0 37 59.3
 KK1587;SPC CO C     - 1,643,857.59  3,282,883.81   sFT  0.99997330   +0 37 59.3
 KK1587;SPC CO N     -   334,551.117 1,000,629.056   MT  1.00002149   +0 38 55.1
 KK1587;SPC CO N     - 1,097,606.46  3,282,897.16   sFT  1.00002149   +0 38 55.1
 KK1587;UTM  13      - 4,383,138.477   543,263.071   MT  0.99962304   +0 19 16.2
 KK1587
 KK1587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1587!SPC CO C     -   0.99971580  x   0.99997330  =   0.99968911
 KK1587!SPC CO N     -   0.99971580  x   1.00002149  =   0.99973728
 KK1587!UTM  13      -   0.99971580  x   0.99962304  =   0.99933895
 KK1587
 KK1587|---------------------------------------------------------------------|
 KK1587| PID    Reference Object                     Distance      Geod. Az  |
 KK1587|                                                           dddmmss.s |
 KK1587| CP7514 BOX RM 1                              8.162 METERS 04822     |
 KK1587| CP7515 BOX RM 2                              6.900 METERS 13522     |
 KK1587| KK0076 BOMB                                APPROX. 2.1 KM 1715411.3 |
 KK1587|---------------------------------------------------------------------|
 KK1587
 KK1587                          SUPERSEDED SURVEY CONTROL
 KK1587
 KK1587  NAD 83(1986)-  39 35 48.78861(N)    104 29 46.02745(W) AD(       ) 1
 KK1587  NAD 27      -  39 35 48.84735(N)    104 29 44.15365(W) AD(       ) 1
 KK1587
 KK1587.Superseded values are not recommended for survey control.
 KK1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1587.See file dsdata.txt to determine how the superseded data were derived.
 KK1587
 KK1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED4326383138(NAD 83)
 KK1587_MARKER: DS = TRIANGULATION STATION DISK
 KK1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1587
 KK1587  HISTORY     - Date     Condition        Report By
 KK1587  HISTORY     - 1960     MONUMENTED       CGS
 KK1587  HISTORY     - 1961     GOOD             CGS
 KK1587  HISTORY     - 1977     GOOD             NGS
 KK1587
 KK1587                          STATION DESCRIPTION
 KK1587
 KK1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KK1587'THE STATION IS ABOUT 11 MILES SOUTH AND 3 MILES WEST OF BENNETT,
 KK1587'ON THE LOWRY A.F.B. BOMBING RANGE, ABOUT 1-1/4 MILES WEST OF
 KK1587'COMPLEX 2-A.
 KK1587'
 KK1587'TO REACH THE STATION FROM THE SOUTH ENTRANCE TO THE FITZSIMONS
 KK1587'U.S. ARMY HOSPITAL, AT THE EAST EDGE OF AURORA, GO EAST ON
 KK1587'U.S. HIGHWAYS 36, 40 AND 287 FOR 2.1 MILES TO A SIDE ROAD RIGHT
 KK1587'(BUCKLEY ROAD), TURN RIGHT AND GO SOUTH FOR 1.1 MILES TO THE
 KK1587'JUNCTION WITH STATE HIGHWAY 30, TURN LEFT AND GO EAST ON STATE
 KK1587'HIGHWAY 30 FOR 1.0 MILE TO THE ENTRANCE TO BUCKLEY NAVAL AIR
 KK1587'STATION ON THE RIGHT.  CONTINUE EAST, SOUTHEAST AND SOUTH
 KK1587'ON STATE HIGHWAY 30 FOR 7.4 MILES TO A FORK, TAKE LEFT FORK
 KK1587'AND GO EAST ON THE MACADAM ROAD FOR 0.6 MILE TO A GUARD
 KK1587'STATION (PASS REQUIRED), CONTINUE EAST ON THE MACADAM ROAD FOR
 KK1587'11.05 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH ON
 KK1587'THE MACADAM ROAD FOR 2.9 MILES TO A SIDE ROAD LEFT, TURN LEFT
 KK1587'AND GO EAST FOR 0.4 MILE TO A GATE, PASS THRU GATE AND GO
 KK1587'NORTHEAST ON THE TRACK ROAD FOR 0.1 MILE TO A FORK AND THE
 KK1587'STATION IN THE FORK FORMED BY THE TWO TRACK ROADS.
 KK1587'
 KK1587'THE STATION MARK, STAMPED BOX 1960, IS A STANDARD DISK SET IN
 KK1587'THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 3
 KK1587'INCHES.  IT IS 3 FEET NORTH OF THE WITNESS POST.
 KK1587'
 KK1587'REFERENCE MARK NO 1, STAMPED BOX NO 1 1960, IS A STANDARD DISK
 KK1587'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 3
 KK1587'INCHES.  IT IS 23 FEET NORTHEAST OF THE WITNESS POST AND 9 FEET
 KK1587'SOUTHEAST OF THE CENTER OF THE TRACK ROAD.
 KK1587'
 KK1587'REFERENCE MARK NO. 2, STAMPED BOX NO 2 1960, IS A STANDARD DISK
 KK1587'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 KK1587'5 INCHES.  IT IS 24 FEET NORTH OF THE CENTER OF THE TRACK ROAD
 KK1587'AND 20 FEET SOUTHEAST OF THE WITNESS POST.
 KK1587'
 KK1587'TRIANGULATION STATION BOMB MAY BE USED FOR THE AZIMUTH MARK.  SEE
 KK1587'DESCRIPTION THEREOF.
 KK1587'
 KK1587'BOX TO FUSE IS A MEASURED BASE LINE.
 KK1587
 KK1587                          STATION RECOVERY (1961)
 KK1587
 KK1587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 KK1587'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KK1587'IN GOOD CONDITION.  THE TO REACH WAS FOUND ADEQUATE.
 KK1587'
 KK1587'A DISCREPANCY IN THE MEASUREMENT AT REFERENCE MARK NUMBER TWO
 KK1587'WAS NOTED AND CHECKED IN THE FIELD.  THERE WAS NO SIGN THAT IT
 KK1587'HAD BEEN DISTURBED.
 KK1587
 KK1587                          STATION RECOVERY (1977)
 KK1587
 KK1587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KK1587'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  THE WIRE
 KK1587'GATE WHICH WAS MENTIONED IN THE 1960 DESCRIPTION OF THE ROUTE
 KK1587'TO STATION IS NOW WIRED CLOSED, THEREFORE A NEW ROUTE TO STATION
 KK1587'FOLLOWS.
 KK1587'
 KK1587'STATION IS REACHED FROM THE JUNCTION OF EAST 6TH AVENUE, BUCKLEY
 KK1587'ROAD AND STATE HIGHWAY 30 WHICH IS AT THE EAST EDGE OF AURORA.  GO
 KK1587'EAST, SOUTHEAST AND SOUTH ON STATE HIGHWAY 30 FOR 8.4 MILES TO A
 KK1587'FORK.  KEEP LEFT AND CONTINUE ON STATE HIGHWAY 30, EAST FOR 11.55
 KK1587'TO A MICROWAVE ON LEFT, A SURFACED ROAD AND CATTLE GUARD ON THE
 KK1587'RIGHT.  TURN RIGHT, CROSS GUARD AND GO SOUTH ON THE SURFACED
 KK1587'ROAD FOR 2.09 MILES TO A TRACK ROAD ON LEFT.  TURN LEFT AND GO
 KK1587'EAST ON THE TRACK ROAD FOR 0.2 MILE TO A FORK AND A WIRE GATE
 KK1587'ON RIGHT.  KEEP LEFT AND FOLLOW THE TRACK ROAD, NORTHEAST AND
 KK1587'EAST FOR 0.5 MILE TO A WIRE GATE AND WINDMILL.  PASS THROUGH THE
 KK1587'GATE.  THENCE RIGHT AND GO SOUTHERLY, ACROSS COUNTRY,
 KK1587'PASSING TO THE EAST SIDE OF A HILL FOR 1.4 MILES TO AN OLD
 KK1587'TRACK ROADS FORK AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1225 ***********************************************************************
 LL1225  DESIGNATION -  BOXELDER
 LL1225  PID         -  LL1225
 LL1225  STATE/COUNTY-  CO/WELD
 LL1225  USGS QUAD   -  KLUG RANCH (1978)
 LL1225
 LL1225                         *CURRENT SURVEY CONTROL
 LL1225  ___________________________________________________________________
 LL1225* NAD 83(1992)-  40 07 47.61135(N)    104 35 50.19584(W)     ADJUSTED  
 LL1225* NAVD 88     -      1523.8    (meters)    4999.     (feet)  VERTCON   
 LL1225  ___________________________________________________________________
 LL1225  X           -  -1,231,027.069 (meters)                     COMP
 LL1225  Y           -  -4,726,906.775 (meters)                     COMP
 LL1225  Z           -   4,089,993.621 (meters)                     COMP
 LL1225  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 LL1225  ELLIP HEIGHT-        1505.23  (meters)          (12/03/02) GPS OBS
 LL1225  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 LL1225
 LL1225  HORZ ORDER  -  FIRST
 LL1225  ELLP ORDER  -  FOURTH    CLASS II
 LL1225
 LL1225.The horizontal coordinates were established by classical geodetic methods
 LL1225.and adjusted by the National Geodetic Survey in December 2002..
 LL1225
 LL1225.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1225
 LL1225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1225
 LL1225.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1225
 LL1225.The ellipsoidal height was determined by GPS observations
 LL1225.and is referenced to NAD 83.
 LL1225
 LL1225.The geoid height was determined by GEOID03.
 LL1225
 LL1225;                    North         East     Units Scale Factor Converg.
 LL1225;SPC CO N     -   393,634.220   991,338.119   MT  0.99995906   +0 34 59.8
 LL1225;SPC CO N     - 1,291,448.27  3,252,415.15   sFT  0.99995906   +0 34 59.8
 LL1225;UTM  13      - 4,442,251.847   534,311.171   MT  0.99961449   +0 15 34.4
 LL1225
 LL1225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1225!SPC CO N     -   0.99976392  x   0.99995906  =   0.99972299
 LL1225!UTM  13      -   0.99976392  x   0.99961449  =   0.99937850
 LL1225
 LL1225|---------------------------------------------------------------------|
 LL1225| PID    Reference Object                     Distance      Geod. Az  |
 LL1225|                                                           dddmmss.s |
 LL1225| CP7517 BOXELDER RM 1                        34.185 METERS 04032     |
 LL1225| CP7519 BOXELDER RM 3                        12.442 METERS 15906     |
 LL1225| LL1229 HUDSON WATER TANK                   APPROX. 7.3 KM 2080703.6 |
 LL1225| LL1226 BOXELDER AZ MK 2                    APPROX. 0.6 KM 2283227.9 |
 LL1225| CP7516 BOXELDER AZ MK                                     2285406.3 |
 LL1225| CP7518 BOXELDER RM 2                        29.712 METERS 24454     |
 LL1225|---------------------------------------------------------------------|
 LL1225
 LL1225                          SUPERSEDED SURVEY CONTROL
 LL1225
 LL1225  NAD 83(1992)-  40 07 47.61194(N)    104 35 50.19888(W) AD(       ) 1
 LL1225  ELLIP H (01/07/93) 1505.31   (m)                       GP(       ) 4 2
 LL1225  NAD 83(1986)-  40 07 47.59952(N)    104 35 50.20048(W) AD(       ) 1
 LL1225  NAD 27      -  40 07 47.65900(N)    104 35 48.34300(W) AD(       ) 1
 LL1225  NGVD 29 (01/20/89) 1523.0    (m)         4997.     (f) GPS OBS        
 LL1225
 LL1225.Superseded values are not recommended for survey control.
 LL1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1225.See file dsdata.txt to determine how the superseded data were derived.
 LL1225
 LL1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE3431142252(NAD 83)
 LL1225_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LL1225_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LL1225_SP_SET: METAL PIPE IMBEDDED IN GROUND
 LL1225_MAGNETIC: N = NO MAGNETIC MATERIAL
 LL1225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1225+SATELLITE: SATELLITE OBSERVATIONS - 1986
 LL1225
 LL1225  HISTORY     - Date     Condition        Report By
 LL1225  HISTORY     - 1935     MONUMENTED       CGS
 LL1225  HISTORY     - 1948     GOOD             USGS
 LL1225  HISTORY     - 1954     GOOD             FAS
 LL1225  HISTORY     - 1963     GOOD             FAMC
 LL1225  HISTORY     - 1975     GOOD             NGS
 LL1225  HISTORY     - 1979     GOOD             NGS
 LL1225  HISTORY     - 1986     GOOD             NGS
 LL1225
 LL1225                          STATION DESCRIPTION
 LL1225
 LL1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LL1225'STATION IS 1.5 MILES NORTH AND 4.0 MILES WEST OF KEENESBURG,
 LL1225'COLORADO, IN NORTHWEST QUARTER OF SEC. 19, T. 2 N., R. 64 W., ON
 LL1225'TOP OF A HIGH SAND DUNE, THE HIGHEST POINT FOR SEVERAL MILES.
 LL1225'2 MILES NORTH OF STATE HIGHWAY 81 AND THE CHICAGO, BURLINGTON AND
 LL1225'QUINCY RAILROAD.  1 MILE EAST OF BOXELDER CREEK.  1.25 MILES
 LL1225'NORTHWEST OF THE RESIDENCE OF MR. A.T. DROOL.  0.4 MILE EAST OF
 LL1225'GRADED ROAD.  100 YARDS SOUTH OF AN EAST-WEST FENCE.  THE MARK
 LL1225'PROJECTS 6 INCHES.
 LL1225'
 LL1225'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION AND PROJECTS 8 INCHES.
 LL1225'
 LL1225'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF STATION AND PROJECTS
 LL1225'6 INCHES.
 LL1225'
 LL1225'THE AZIMUTH MARK IS ABOUT 0.5 MILE WEST OF THE STATION, 25
 LL1225'FEET WEST OF CENTERLINE OF NORTH-SOUTH ROAD, AND IS 3 FEET
 LL1225'EAST OF THE WEST RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 2 INCHES.
 LL1225'
 LL1225'SURFACE, AND REFERENCE MARKS ARE STANDARD DISK MARKS SET IN
 LL1225'CONCRETE IN 4-INCH IRON PIPE.  AZIMUTH MARK SET AS DESCRIBED.
 LL1225'
 LL1225'STATION WAS REACHED FROM THE CHICAGO, BURLINGTON AND QUINCY
 LL1225'RAILROAD DEPOT IN KEENESBURG, COLORADO BY DRIVING WEST ON STATE
 LL1225'HIGHWAY 81 FOR 0.4 MILE TO A GRADED ROAD GOING NORTH.  TURN RIGHT,
 LL1225'LEAVING HIGHWAY 81, AND GO NORTH 0.5 MILE TO A GRADED CROSS
 LL1225'ROAD.  TURN LEFT AND GO WEST 4.0 MILES TO A GRADED
 LL1225'T-INTERSECTION.  TURN RIGHT AND DRIVE NORTH 1 MILE TO A POINT
 LL1225'WHERE THE ROAD TURNS NORTHWEST.  THERE ARE GATES EAST AND
 LL1225'WEST OF THE ROAD.  TURN RIGHT THROUGH WIRE GATE AND DRIVE
 LL1225'EAST ABOUT 0.4 MILE TO THE TOP OF HIGHEST SAND DUNE AND STATION.
 LL1225'
 LL1225'A 4-FOOT STAND CLEARED ALL LINES.
 LL1225
 LL1225                          STATION RECOVERY (1948)
 LL1225
 LL1225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 LL1225'STATION RECOVERED IN GOOD CONDITION.
 LL1225
 LL1225                          STATION RECOVERY (1954)
 LL1225
 LL1225'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1954
 LL1225'RECOVERED STATION, R.M. 1 AND 2 ALL INN GOOD CONDITION.
 LL1225'
 LL1225'THE EAST-WEST FENCE REFERRED TO IN THE PUBLISHED DESCRIPTION HAS
 LL1225'BEEN REMOVED.
 LL1225
 LL1225                          STATION RECOVERY (1963)
 LL1225
 LL1225'RECOVERY NOTE BY FALCON AIR MAPS COMPANY 1963 (PEJ)
 LL1225'STATION AND R.M. 2 WERE FOUND IN GOOD CONDITION.  R.M. 1
 LL1225'DESTROYED.  AZIMUTH MARK NOT FOUND, BELIEVED DESTROYED DUE TO
 LL1225'ROAD IMPROVEMENTS.
 LL1225
 LL1225                          STATION RECOVERY (1975)
 LL1225
 LL1225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LL1225'STATION MARK AND THE AZIMUTH MARK WERE FOUND AND ARE IN GOOD
 LL1225'CONDITION.  REFERENCE MARK NUMBER 2 WAS FOUND FIRMLY IN THE GROUND
 LL1225'BUT WAS LEANING SLIGHTLY AWAY FROM STATION.  REFERENCE MARK NUMBER 1
 LL1225'WAS NOT FOUND.  A REFERENCE MARK NUMBER 3 WAS ESTABLISHED AT THIS
 LL1225'TIME.
 LL1225'
 LL1225'STATION MARK DISK IS STAMPED BOXELDER 1935, CEMENTED IN THE TOP OF A
 LL1225'4-INCH IRON PIPE PROJECTING 8 INCHES.  MARK IS LOCATED WITHIN A
 LL1225'FENCED AREA, ON THE HIGHEST POINT OF A SAND HILL, 4 MILES WEST OF
 LL1225'KEENSBURG, 2 MILES NORTH OF INTERSTATE HIGHWAY 76, 0.3 MILE EAST
 LL1225'OF COUNTY ROAD 49 (KERSEY ROAD), 140 FEET SOUTH-SOUTHWEST OF A
 LL1225'T-FENCE CORNER AND 10 FEET WEST OF A METAL WITNESS POST.
 LL1225'
 LL1225'REFERENCE MARK NUMBER 2 DISK IS STAMPED BOXELDER NO 2 1935, CEMENTED
 LL1225'IN THE TOP OF A 4-INCH IRON PIPE PROJECTING 8 INCHES.
 LL1225'
 LL1225'REFERENCE MARK NUMBER 3 DISK IS STAMPED BOXELDER 1935 NO 3 1975,
 LL1225'CLAMPED TO THE TOP OF A COPPER COVERED ROD WHICH IS ATTACHED TO AN
 LL1225'OCTAGON SHAPED STEEL PLATE THAT IS IN THE GROUND 36 INCHES,
 LL1225'SURROUNDED BY A 4-INCH TILE AND GRAVEL AT THE TOP.  MARK PROJECTS
 LL1225'ABOUT 4 INCHES.
 LL1225'
 LL1225'AZIMUTH MARK DISK IS STAMPED BOXELDER AZIMUTH 1935, SET IN THE TOP
 LL1225'OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 8 INCHES.  MARK IS
 LL1225'WITHIN A FENCED AREA, 63 FEET NORTH OF THE CENTER OF A WIRE FENCE,
 LL1225'56 FEET EAST OF THE CENTER OF COUNTY ROAD 49 (KERSEY ROAD) AND
 LL1225'15.5 FEET EAST OF A NORTH-SOUTH FENCELINE.
 LL1225'
 LL1225'STATION IS REACHED FROM THE JUNCTION OF INTERSTATE 76 AND COUNTY
 LL1225'ROAD 49 (KERSEY ROAD) WHICH IS ABOUT 4 MILES SOUTHWEST OF
 LL1225'KEENSBURG.  GO NORTH ON COUNTY ROAD 49 (KERSEY ROAD) FOR 0.75 MILE
 LL1225'TO A WIRE GATE, A MAIL BOX WITH NAME R.G. DENNING AND THE AZIMUTH
 LL1225'MARK ON THE RIGHT, AS DESCRIBED.  CONTINUE NORTH ON THE ROAD FOR
 LL1225'0.25 MILE TO A WIRE GATE ON THE RIGHT.  TURN RIGHT, PASS
 LL1225'THROUGH THE GATE AND GO EAST ALONG THE SOUTH SIDE OF AN EAST-WEST
 LL1225'FENCELINE FOR 0.3 MILE, THENCE RIGHT FOR ABOUT 140 FEET TO THE
 LL1225'TOP OF THE HIGHEST POINT OF HILL AND STATION AS DESCRIBED.
 LL1225'
 LL1225'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTHWEST
 LL1225'OF KEENSBURG.
 LL1225'
 LL1225'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 LL1225
 LL1225                          STATION RECOVERY (1979)
 LL1225
 LL1225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LL1225'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LL1225'CONDITION.  THE AZIMUTH MARK WAS FOUND BUT DUE TO TOO MUCH OF THE
 LL1225'MARK EXPOSED A NEW AZIMUTH MARK WAS ESTABLISHED 31.8 FEET
 LL1225'SOUTH-SOUTHWEST OF OLD MARK ON LAND OWNED AND OCCUPIED BY MR R G
 LL1225'DENNING.  THE OLD MARK WAS THEN DESTROYED.  LOCATION OF STATION WAS
 LL1225'ADEQUATE, DISTANCE AND DIRECTION TO THE REFERENCE MARKS CHECKED GOOD,
 LL1225'ANGLE TO THE AZIMUTH MARK DID NOT CHECK GOOD BUT ANGLE BETWEEN THE
 LL1225'HUDSON TANKS DID CHECK GOOD.
 LL1225'
 LL1225'STATION IS REACHED FROM THE INTERSTATE HIGHWAY 76 AND KERSEY ROAD
 LL1225'INTERCHANGE WHICH IS ABOUT 4 MILES SOUTHWEST OF KEENSBURG AND 3
 LL1225'MILES NORTHEAST OF HUDSON.  GO NORTH ON KERSEY ROAD, ALSO COUNTY ROAD
 LL1225'49 FOR 1.0 MILE TO COUNTY ROAD 18 ON RIGHT, CONTINUE STRAIGHT AHEAD
 LL1225'ON ROAD FOR 0.65 MILE TO A WIRE GATE, DENNING FARM DRIVEWAY AND
 LL1225'AZIMUTH MARK ON RIGHT, CONTINUE AHEAD ON ROAD FOR 0.3 MILE TO A WIRE
 LL1225'GATE ON RIGHT.  TURN RIGHT, PASS THROUGH GATE AND GO EAST ON A TRACK
 LL1225'ROAD ALONG THE SOUTH SIDE OF AN EAST-WEST PROPERTY LINE FENCE FOR
 LL1225'0.3 MILE TO TOP OF SANDY RISE.  STATION MARK IS ABOUT 140 FEET SOUTH
 LL1225'OF THIS POINT.
 LL1225'
 LL1225'STATION MARK, A STANDARD DISK, STAMPED BOXELDER 1935, SET IN THE TOP
 LL1225'OF A 4 INCH METAL PIPE PROJECTING 10 INCHES.  MARK IS 2 FEET SOUTH OF
 LL1225'A METAL WITNESS POST.
 LL1225'
 LL1225'REFERENCE MARK 2, A STANDARD DISK, STAMPED BOXELDER NO 2 1935, SET IN
 LL1225'THE TOP OF A 4 INCH METAL PIPE PROJECTING 8 INCHES.
 LL1225'
 LL1225'REFERENCE MARK 3, A STANDARD DISK, STAMPED BOXELDER 1935 NO 3 1975
 LL1225'CRIMPED TO THE TOP OF A METAL ROD WHICH IS BOLTED TO AN OCTAGON
 LL1225'SHAPED STEEL PLATE BURRIED IN GROUND.
 LL1225'
 LL1225'AZIMUTH MARK, A STANDARD DISK, STAMPED BOXELDER 1935 1979, SET IN
 LL1225'THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 4 INCHES.  MARK IS
 LL1225'41.5 FEET EAST OF CENTER OF KERSEY ROAD, 31.4 FEET NORTH OF THE NORTH
 LL1225'GATE POST OF A WIRE GATE, 2 FEET EAST OF A NORTH-SOUTH FENCE LINE
 LL1225'AND 2 FEET SOUTH OF A METAL WITNESS POST.
 LL1225
 LL1225                          STATION RECOVERY (1986)
 LL1225
 LL1225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (RSC)
 LL1225'THE STATION WAS RECOVERED AT THIS DATE.
 LL1225'THE 1979 DESCRIPTION WAS GOOD AND THE STATION AND AZIMUTH MARKS WERE
 LL1225'RECOVERED IN GOOD CONDITION, THE REFERENCE MARKS WERE RUN OVER AND
 LL1225'WERE LEANING A BIT.
 LL1225'
 LL1225'DESCRIBED BY R.S. COHEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5153 ***********************************************************************
 AC5153  DESIGNATION -  BOYD
 AC5153  PID         -  AC5153
 AC5153  STATE/COUNTY-  CO/PUEBLO
 AC5153  USGS QUAD   -  HOG RANCH CANYON (1970)
 AC5153
 AC5153                         *CURRENT SURVEY CONTROL
 AC5153  ___________________________________________________________________
 AC5153* NAD 83(1992)-  37 55 32.68641(N)    104 25 47.71492(W)     ADJUSTED  
 AC5153* NAVD 88     -      1624.9    (meters)    5331.     (feet)  GPS OBS   
 AC5153  ___________________________________________________________________
 AC5153  X           -  -1,255,638.573 (meters)                     COMP
 AC5153  Y           -  -4,879,808.602 (meters)                     COMP
 AC5153  Z           -   3,899,932.822 (meters)                     COMP
 AC5153  LAPLACE CORR-          -7.19  (seconds)                    DEFLEC99
 AC5153  ELLIP HEIGHT-        1605.51  (meters)          (12/03/02) GPS OBS
 AC5153  GEOID HEIGHT-         -19.36  (meters)                     GEOID03
 AC5153
 AC5153  HORZ ORDER  -  FIRST
 AC5153  ELLP ORDER  -  FOURTH    CLASS II
 AC5153
 AC5153.The horizontal coordinates were established by GPS observations
 AC5153.and adjusted by the National Geodetic Survey in January 1997..
 AC5153
 AC5153.The orthometric height was determined by GPS observations and a
 AC5153.high-resolution geoid model.
 AC5153
 AC5153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5153
 AC5153.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5153
 AC5153.The ellipsoidal height was determined by GPS observations
 AC5153.and is referenced to NAD 83.
 AC5153
 AC5153.The geoid height was determined by GEOID03.
 AC5153
 AC5153;                    North         East     Units Scale Factor Converg.
 AC5153;SPC CO S     -   445,077.429 1,008,477.132   MT  0.99994667   +0 39 22.9
 AC5153;SPC CO S     - 1,460,224.86  3,308,645.39   sFT  0.99994667   +0 39 22.9
 AC5153;UTM  13      - 4,197,729.664   550,102.059   MT  0.99963092   +0 21 01.4
 AC5153
 AC5153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5153!SPC CO S     -   0.99974813  x   0.99994667  =   0.99969482
 AC5153!UTM  13      -   0.99974813  x   0.99963092  =   0.99937915
 AC5153
 AC5153                          SUPERSEDED SURVEY CONTROL
 AC5153
 AC5153  ELLIP H (01/17/97) 1605.51   (m)                       GP(       ) 1 1
 AC5153
 AC5153.Superseded values are not recommended for survey control.
 AC5153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5153.See file dsdata.txt to determine how the superseded data were derived.
 AC5153
 AC5153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB5010297730(NAD 83)
 AC5153_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5153_STAMPING: BOYD 1995
 AC5153_MARK LOGO: NGS   
 AC5153_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC5153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5153+STABILITY: SURFACE MOTION
 AC5153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5153+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5153
 AC5153  HISTORY     - Date     Condition        Report By
 AC5153  HISTORY     - 1995     MONUMENTED       CO-101
 AC5153
 AC5153                          STATION DESCRIPTION
 AC5153
 AC5153'DESCRIBED BY PUEBLO COUNTY COLORADO 1995 (KCH)
 AC5153'THE STATION IS LOCATED IN SOUTH-CENTRAL PUEBLO COUNTY, ABOUT 5.9 MI
 AC5153'(9.5 KM) SOUTH-SOUTHEAST OF BUTLER RANCH HEADQUARTERS, 26.1 MI (42.0
 AC5153'KM) SOUTH-SOUTHEAST OF DOWNTOWN PUEBLO, 5.5 MI (8.9 KM) EAST OF THE
 AC5153'CONFLUENCE OF THE CUCHARA AND HUERFANO RIVERS, IN THE SOUTHEAST 1/4 OF
 AC5153'SECTION 27 T24S R63W OF THE 6TH PM.  OWNERSHIP-- THE STATION IS
 AC5153'SITUATED ON THE PREMISES OF THE BUTLER RANCH, OWNED BY THE TRUSTEES OF
 AC5153'PAUL BUTLER.  PERMISSION TO ACCESS CAN BE ARRANGED BY CONTACTING DAN
 AC5153'KIPP, BUTLER RANCH MANAGER, 121 E. PIKES PEAK RM 446, COLORADO
 AC5153'SPRINGS, CO 80903  (719) 630-1706. AFTER OBTAINING PERMISSION FOR
 AC5153'ACCESS, VISITS TO THE BUTLER RANCH PREMISES CAN BE ARRANGED BY
 AC5153'CONTACTING RANCH FOREMEN RICK TUNE, (719)948-3435. TO REACH THE
 AC5153'STATION FROM THE INTERSECTION OF US HWY 50 AND 27 LANE, GO SOUTH 2.9
 AC5153'MI (4.7 KM) TO THE SIGN MARKING THE END OF 27 LANE AND THE BEGINNING
 AC5153'OF DOYLE ROAD.  CONTINUE SOUTHEAST ON DOYLE ROAD 8.4 MI (13.5 KM) TO
 AC5153'AN INTERSECTING NORTH-SOUTH ROAD, BROADACRE ROAD.  TURN RIGHT, SOUTH
 AC5153'ON BROADACRE ROAD FOR 4.25 MI (6.84 KM) TO A CATTLE GUARD AT THE
 AC5153'ENTRANCE TO THE BUTLER RANCH PREMISES.  CONTINUE SOUTH ON A GRAVEL
 AC5153'ROAD 1.O MI TO A SIDE ROAD LEFT MARKED BY A SIGN WITH THE BUTLER RANCH
 AC5153'BRAND.  TURN LEFT, NORTHEAST ON A DIRT ROAD 0.3 MI (0.5 KM) TO THE
 AC5153'BUTLER RANCH HEADQUARTERS.  CONTINUE NORTH 0.2 MI (0.3 KM) TO A
 AC5153'T-INTERSECTION IN THE RANCH ROAD.  TURN RIGHT, SOUTHEAST .02 MI (0.03
 AC5153'KM) TO A CATTLE GUARD.  CONTINUE AHEAD, EAST, ON A WINDING ROAD 0.2 MI
 AC5153'(0.3 KM) TO A BRIDGE OVER THE HUERFANO RIVER.  CONTINUE SOUTHEAST 0.5
 AC5153'MI (0.8 KM) TO A CATTLE GUARD. CONTINUE SOUTHEAST 0.8 MI (1.3 KM) TO A
 AC5153'FORK THE IN ROAD MARKED BY A SMALL WATER TANK ON THE RIGHT SIDE OF THE
 AC5153'ROAD. TAKE THE LEFT FORK EAST 1.2 KM, ASCENDING A MESA TO A SIDE ROAD
 AC5153'RIGHT. CONTINUE AHEAD, SOUTH 0.2 MI (0.3 KM) TO A WATER TANK AND METAL
 AC5153'BUILDING ON THE LEFT, EAST, SIDE OF THE ROAD AND A SIDE ROAD LEFT.
 AC5153'COUNTINUE AHEAD, SOUTH, 0.3 MI (0.5 KM) TO A CATTLE GUARD, A REVERSE
 AC5153'Y  TO THE LEFT, AND A SIDE ROAD RIGHT. CONTINUE AHEAD, SOUTH, ON THE
 AC5153'MAIN RANCH ROAD 2.0 MI (3.2 KM) TO A SIDE ROAD LEFT LEADING TO A
 AC5153'BROKEN WINDMILL AND A WATER TANK. CONTINUE SOUTH 1.05 MI (1.69 KM) ON
 AC5153'THE MAIN RANCH ROAD TO A Y IN THE ROAD. TAKE THE LEFT FORK SOUTHEAST,
 AC5153'THEN SOUTH 0.8 MI (1.3 KM) TO A SIDE ROAD LEFT LEADING TO A WINDMILL
 AC5153'AND WATER TANK. CONTINUE AHEAD SOUTH 0.1 MI (0.2 KM) TO A CATTLE
 AC5153'GUARD. CONTINUE AHEAD SOUTH 1.05 MI (1.69 KM) TO AN OLD FENCELINE AND
 AC5153'A SIDE ROAD LEFT. THE MARKER IS OFF THE LEFT, EAST, SIDE OF THE ROAD,
 AC5153'NORTH OF AN EAST-WEST FENCELINE. THE MARKER IS A STANDARD NGS BRASS
 AC5153'HORIZONTAL CONTROL DISK SET IN A CYLINDRICAL MASS OF CONCRETE 1.5 FT
 AC5153'(0.5 M) IN DIAMETER AND 5 FT (1.5 M) DEEP , SET FLUSH WITH THE GROUND.
 AC5153'IT IS 0.75 M (2.46 FT) EAST OF A CARSONITE WITNESS POST, 26.8 M (87.9
 AC5153'FT) EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 22.0 M (72.2 FT) NORTH
 AC5153'OF AN OLD EAST-WEST FENCELINE, AND 12.2 M (40.0 FT) NORTH OF A FAINT
 AC5153'EAST-WEST TWO-TRACK ROAD AND IS LEVEL WITH THE NORTH-SOUTH DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0300 ***********************************************************************
 KJ0300  DESIGNATION -  BP 1
 KJ0300  PID         -  KJ0300
 KJ0300  STATE/COUNTY-  CO/ARAPAHOE
 KJ0300  USGS QUAD   -  NOONEN RESERVOIR (1969)
 KJ0300
 KJ0300                         *CURRENT SURVEY CONTROL
 KJ0300  ___________________________________________________________________
 KJ0300* NAD 83(1992)-  39 44 23.98003(N)    103 58 42.54940(W)     ADJUSTED  
 KJ0300* NAVD 88     -      1532.738  (meters)    5028.66   (feet)  ADJUSTED  
 KJ0300  ___________________________________________________________________
 KJ0300  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 KJ0300  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 KJ0300  DYNAMIC HT  -        1531.357 (meters)    5024.13  (feet)  COMP
 KJ0300  MODELED GRAV-     979,670.8   (mgal)                       NAVD 88
 KJ0300
 KJ0300  HORZ ORDER  -  THIRD
 KJ0300  VERT ORDER  -  SECOND    CLASS 0
 KJ0300
 KJ0300.The horizontal coordinates were established by classical geodetic methods
 KJ0300.and adjusted by the National Geodetic Survey in January 1993..
 KJ0300
 KJ0300.The orthometric height was determined by differential leveling
 KJ0300.and adjusted by the National Geodetic Survey in June 1991..
 KJ0300
 KJ0300.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0300
 KJ0300.The geoid height was determined by GEOID03.
 KJ0300
 KJ0300.The dynamic height is computed by dividing the NAVD 88
 KJ0300.geopotential number by the normal gravity value computed on the
 KJ0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0300.degrees latitude (g = 980.6199 gals.).
 KJ0300
 KJ0300.The modeled gravity was interpolated from observed gravity values.
 KJ0300
 KJ0300;                    North         East     Units Scale Factor Converg.
 KJ0300;SPC CO C     -   517,553.205 1,044,814.874   MT  0.99999804   +0 57 34.6
 KJ0300;SPC CO C     - 1,698,005.81  3,427,863.47   sFT  0.99999804   +0 57 34.6
 KJ0300;SPC CO N     -   351,070.947 1,044,814.348   MT  0.99999632   +0 58 59.2
 KJ0300;SPC CO N     - 1,151,805.27  3,427,861.74   sFT  0.99999632   +0 58 59.2
 KJ0300;UTM  13      - 4,399,398.640   587,526.804   MT  0.99969432   +0 39 11.2
 KJ0300
 KJ0300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0300!SPC CO C     -   0.99976259  x   0.99999804  =   0.99976063
 KJ0300!SPC CO N     -   0.99976259  x   0.99999632  =   0.99975891
 KJ0300!UTM  13      -   0.99976259  x   0.99969432  =   0.99945698
 KJ0300
 KJ0300:                Primary Azimuth Mark                     Grid Az
 KJ0300:SPC CO C     -  BIJOU                                    241 22 34.1
 KJ0300:SPC CO N     -  BIJOU                                    241 21 09.5
 KJ0300:UTM  13      -  BIJOU                                    241 40 57.5
 KJ0300
 KJ0300|---------------------------------------------------------------------|
 KJ0300| PID    Reference Object                     Distance      Geod. Az  |
 KJ0300|                                                           dddmmss.s |
 KJ0300| KK1575 BIJOU                               APPROX. 7.7 KM 2422008.7 |
 KJ0300|---------------------------------------------------------------------|
 KJ0300
 KJ0300                          SUPERSEDED SURVEY CONTROL
 KJ0300
 KJ0300  NAD 83(1986)-  39 44 23.96855(N)    103 58 42.54528(W) AD(       ) 3
 KJ0300  NAD 27      -  39 44 23.98699(N)    103 58 40.75669(W) AD(       ) 3
 KJ0300  NGVD 29 (??/??/92) 1531.934  (m)         5026.02   (f) ADJ UNCH    2 0
 KJ0300
 KJ0300.Superseded values are not recommended for survey control.
 KJ0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0300.See file dsdata.txt to determine how the superseded data were derived.
 KJ0300
 KJ0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED8752799399(NAD 83)
 KJ0300_MARKER: DD = SURVEY DISK
 KJ0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0300_STAMPING: B P 1 1948
 KJ0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0300+STABILITY: SURFACE MOTION
 KJ0300
 KJ0300  HISTORY     - Date     Condition        Report By
 KJ0300  HISTORY     - 1948     MONUMENTED       USGS
 KJ0300  HISTORY     - 1954     GOOD             NGS
 KJ0300  HISTORY     - 1970     GOOD             USGS
 KJ0300
 KJ0300                          STATION DESCRIPTION
 KJ0300
 KJ0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KJ0300'15.3 MI E FROM BYERS.
 KJ0300'0.5 MILE SOUTHEAST ALONG U.S. HIGHWAYS 40 AND 287 FROM THE UNION
 KJ0300'PACIFIC RAILROAD STATION AT BYERS, THENCE 4.5 MILES EAST ALONG A
 KJ0300'GRAVELED ROAD, THENCE 2.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 KJ0300'8.3 MILES EAST ALONG U.S. HIGHWAY 36, 0.1 MILE WEST OF A CURVE IN
 KJ0300'THE HIGHWAY, 98 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 193
 KJ0300'FEET WEST OF THE CENTER OF A CATTLE GUARD, 2.5 FEET NORTH OF A
 KJ0300'FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 KJ0300'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, 206 FEET WEST OF
 KJ0300'BENCH MARK 926 + 00 (C.S.H.D.).
 KJ0300
 KJ0300                          STATION RECOVERY (1970)
 KJ0300
 KJ0300'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 KJ0300'STATION IS LOCATED ON N. EDGE OF ARAPAHOE COUNTY, ON THE S. SIDE OF
 KJ0300'U.S. HIGHWAY 36, APPROXIMATELY 10 MI. (AIRLINE) NW. OF DEERTRAIL AND
 KJ0300'13 MI. ENE. OF BYERS, IN THE NW. CORNER OF NW. 1/4 SEC. 3, T 4 S,
 KJ0300'R 59 W.  BY RD. 18.1 MI. E. OF STRASBURG.
 KJ0300'
 KJ0300'THE STATION WAS RECOVERED IN GOOD CONDITION.
 KJ0300'
 KJ0300'STATION MARK--STANDARD USGS TABLET, STAMPED ---BP-1 1948---, SET IN
 KJ0300'CONCRETE POST, 2 FT. N. OF S. RIGHT-OF-WAY FENCE.
 KJ0300'
 KJ0300'REFERENCE MARK NO. 1--A 1/4 IN. STEEL REINFORCING ROD, 6 IN. ABOVE
 KJ0300'GROUND SURFACE, IN NATIVE RANGE LAND, AT A DISTANCE OF 43.8 FT.,
 KJ0300'N 03 DEG 26 MIN W.
 KJ0300'
 KJ0300'REFERENCE MARK NO. 2--A 1/4 IN. STEEL REINFORCING ROD, 6 IN. ABOVE
 KJ0300'GROUND SURFACE, IN S. RIGHT-OF-WAY FENCE LINE, AT A DISTANCE OF 43.0
 KJ0300'FT., N 87 DEG 41 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0469 ***********************************************************************
 JM0469  DESIGNATION -  BPPC 1
 JM0469  PID         -  JM0469
 JM0469  STATE/COUNTY-  CO/MESA
 JM0469  USGS QUAD   -  STEAMBOAT MESA (1985)
 JM0469
 JM0469                         *CURRENT SURVEY CONTROL
 JM0469  ___________________________________________________________________
 JM0469* NAD 83(1992)-  38 45 05.36650(N)    109 00 34.56915(W)     ADJUSTED  
 JM0469* NAVD 88     -      1649.8    (meters)    5413.     (feet)  VERTCON   
 JM0469  ___________________________________________________________________
 JM0469  LAPLACE CORR-          13.26  (seconds)                    DEFLEC99
 JM0469  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 JM0469
 JM0469  HORZ ORDER  -  THIRD
 JM0469
 JM0469.The horizontal coordinates were established by classical geodetic methods
 JM0469.and adjusted by the National Geodetic Survey in November 1997..
 JM0469
 JM0469.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0469
 JM0469.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0469
 JM0469.The geoid height was determined by GEOID03.
 JM0469
 JM0469;                    North         East     Units Scale Factor Converg.
 JM0469;SPC CO C     -   412,614.614   609,406.753   MT  0.99995441   -2 12 48.5
 JM0469;SPC CO C     - 1,353,719.78  1,999,361.99   sFT  0.99995441   -2 12 48.5
 JM0469;UTM  12      - 4,291,080.737   672,960.880   MT  0.99996839   +1 14 46.3
 JM0469
 JM0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0469!SPC CO C     -   0.99974407  x   0.99995441  =   0.99969850
 JM0469!UTM  12      -   0.99974407  x   0.99996839  =   0.99971247
 JM0469
 JM0469:                Primary Azimuth Mark                     Grid Az
 JM0469:SPC CO C     -  PALISADE ABANDONDED                      149 24 25.9
 JM0469:UTM  12      -  PALISADE ABANDONDED                      145 56 51.1
 JM0469
 JM0469|---------------------------------------------------------------------|
 JM0469| PID    Reference Object                     Distance      Geod. Az  |
 JM0469|                                                           dddmmss.s |
 JM0469| JM0460 PALISADE ABANDONDED                 APPROX. 5.6 KM 1471137.4 |
 JM0469|---------------------------------------------------------------------|
 JM0469
 JM0469                          SUPERSEDED SURVEY CONTROL
 JM0469
 JM0469  NAD 83(1992)-  38 45 05.36071(N)    109 00 34.57504(W) AD(       ) 3
 JM0469  NAD 83(1986)-  38 45 05.36086(N)    109 00 34.56759(W) AD(       ) 3
 JM0469  NAD 27      -  38 45 05.41874(N)    109 00 32.17655(W) AD(       ) 3
 JM0469  NGVD 29 (07/19/86) 1648.6    (m)         5409.     (f) VERT ANG       
 JM0469
 JM0469.Superseded values are not recommended for survey control.
 JM0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0469.See file dsdata.txt to determine how the superseded data were derived.
 JM0469
 JM0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH7296191081(NAD 83)
 JM0469_MARKER: DD = SURVEY DISK
 JM0469_SETTING: 0 = UNSPECIFIED SETTING
 JM0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0469
 JM0469  HISTORY     - Date     Condition        Report By
 JM0469  HISTORY     - 1947     MONUMENTED       USGS
 JM0469
 JM0469                          STATION DESCRIPTION
 JM0469
 JM0469'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JM0469'LOCATED IN THE NW. 1/4 SEC. 15, T 15 S, R 104 W, APPROXIMATELY 5 MI.
 JM0469'(AIRLINE) NNW. OF GATEWAY, COLORADO, ON A ROCK OUTCROP ON THE W. END
 JM0469'OF THE TOP OF A RIDGE.
 JM0469'
 JM0469'TO REACH FROM SCHOOLHOUSE IN GATEWAY, COLORADO, PROCEED W. ON STATE
 JM0469'HIGHWAY 141 0.25 MI. TO RD. INTERSECTION, THENCE NW. ALONG WINDING
 JM0469'RD., APPROXIMATELY 6 MI. TO A DRAIN CROSSING DUE N. OF A SMALL ISLAND
 JM0469'IN THE DOLORES RIVER, THENCE NE. UP DRAW TO TOE OF RIDGE, THENCE N.
 JM0469'UP NOSE OF RIDGE TO STATION.
 JM0469'
 JM0469'STATION MARK--STANDARD BRASS TABLET, STAMPED ---BPPC-1 1947---.
 JM0469'
 JM0469'REFERENCE MARK NO. 1--CHISELED ARROW, 50.0 FT. DISTANT,
 JM0469'S 37 DEG 37 MIN W, FROM STATION.
 JM0469'
 JM0469'REFERENCE MARK NO. 2--CHISELED ARROW, 32.7 FT. DISTANT,
 JM0469'S 80 DEG 54 MIN E, FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0646 ***********************************************************************
 LK0646  DESIGNATION -  BRACHT
 LK0646  PID         -  LK0646
 LK0646  STATE/COUNTY-  CO/LOGAN
 LK0646  USGS QUAD   -  KIRCHNAVY BUTTE (1978)
 LK0646
 LK0646                         *CURRENT SURVEY CONTROL
 LK0646  ___________________________________________________________________
 LK0646* NAD 83(1992)-  40 53 48.37599(N)    103 15 06.47080(W)     ADJUSTED  
 LK0646* NAVD 88     -      1408.7    (meters)    4622.     (feet)  GPS OBS   
 LK0646  ___________________________________________________________________
 LK0646  X           -  -1,106,991.541 (meters)                     COMP
 LK0646  Y           -  -4,700,564.007 (meters)                     COMP
 LK0646  Z           -   4,154,674.156 (meters)                     COMP
 LK0646  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 LK0646  ELLIP HEIGHT-        1389.37  (meters)          (12/03/02) GPS OBS
 LK0646  GEOID HEIGHT-         -19.40  (meters)                     GEOID03
 LK0646
 LK0646  HORZ ORDER  -  FIRST
 LK0646  ELLP ORDER  -  FOURTH    CLASS II
 LK0646
 LK0646.The horizontal coordinates were established by GPS observations
 LK0646.and adjusted by the National Geodetic Survey in July 1996..
 LK0646
 LK0646.The orthometric height was determined by GPS observations and a
 LK0646.high-resolution geoid model.
 LK0646
 LK0646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0646
 LK0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0646
 LK0646.The ellipsoidal height was determined by GPS observations
 LK0646.and is referenced to NAD 83.
 LK0646
 LK0646.The geoid height was determined by GEOID03.
 LK0646
 LK0646;                    North         East     Units Scale Factor Converg.
 LK0646;SPC CO N     -   480,799.659 1,103,833.138   MT  1.00002038   +1 27 09.5
 LK0646;SPC CO N     - 1,577,423.55  3,621,492.55   sFT  1.00002038   +1 27 09.5
 LK0646;SPC NE       -   123,221.380   226,125.772   MT  0.99971470   -2 09 17.8
 LK0646;UTM  13      - 4,528,768.853   647,258.970   MT  0.99986691   +1 08 41.1
 LK0646
 LK0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0646!SPC CO N     -   0.99978211  x   1.00002038  =   0.99980248
 LK0646!SPC NE       -   0.99978211  x   0.99971470  =   0.99949687
 LK0646!UTM  13      -   0.99978211  x   0.99986691  =   0.99964905
 LK0646
 LK0646:                Primary Azimuth Mark                     Grid Az
 LK0646:SPC CO N     -  BRACHT AZ MK                             016 50 00.7
 LK0646:SPC NE       -  BRACHT AZ MK                             020 26 28.0
 LK0646:UTM  13      -  BRACHT AZ MK                             017 08 29.1
 LK0646
 LK0646|---------------------------------------------------------------------|
 LK0646| PID    Reference Object                     Distance      Geod. Az  |
 LK0646|                                                           dddmmss.s |
 LK0646| CP7520 BRACHT AZ MK                                       0181710.2 |
 LK0646| LK0626 HALLIBURTON CO RADIO MAST           APPROX. 3.5 KM 0901131.8 |
 LK0646| LK0625 BUCHANAN WESTERN UNION MAST         APPROX. 2.0 KM 0993924.7 |
 LK0646| LK0623 BUCHANAN COUNTY RADIO MAST          APPROX. 2.0 KM 1071204.3 |
 LK0646| CP7521 BRACHT RM 1                          20.678 METERS 22748     |
 LK0646| CP7522 BRACHT RM 2                          38.493 METERS 32725     |
 LK0646|---------------------------------------------------------------------|
 LK0646
 LK0646                          SUPERSEDED SURVEY CONTROL
 LK0646
 LK0646  ELLIP H (10/08/96) 1389.40   (m)                       GP(       ) 1 1
 LK0646  ELLIP H (07/08/96) 1389.66   (m)                       GP(       ) 1 1
 LK0646  NAD 83(1992)-  40 53 48.36974(N)    103 15 06.47438(W) AD(       ) 2
 LK0646  NAD 83(1986)-  40 53 48.36723(N)    103 15 06.47351(W) AD(       ) 2
 LK0646  NAD 27      -  40 53 48.41840(N)    103 15 04.73780(W) AD(       ) 2
 LK0646
 LK0646.Superseded values are not recommended for survey control.
 LK0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0646.See file dsdata.txt to determine how the superseded data were derived.
 LK0646
 LK0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF4725928769(NAD 83)
 LK0646_MARKER: DB = BENCH MARK DISK
 LK0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0646_STAMPING: BRACHT 1949
 LK0646_MARK LOGO: USGS  
 LK0646_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LK0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0646+STABILITY: SURFACE MOTION
 LK0646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0646+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1995
 LK0646
 LK0646  HISTORY     - Date     Condition        Report By
 LK0646  HISTORY     - 1949     MONUMENTED       USGS
 LK0646  HISTORY     - 1963     GOOD             USGS
 LK0646  HISTORY     - 1963     GOOD             CGS
 LK0646  HISTORY     - 19950628 GOOD             MSAM
 LK0646
 LK0646                          STATION DESCRIPTION
 LK0646
 LK0646'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (RLS)
 LK0646'THE STATION IS 7 MILES WEST AND 4 MILES SOUTH OF PEETZ, IN
 LK0646'THE NORTHWEST QUARTER OF SECTION 26, T 11 N, R 53 W., ON
 LK0646'PROPERTY OWNED BY MRS. MARTHA SEGELKE.
 LK0646'
 LK0646'TO REACH THE STATION FROM THE CROSSROAD EAST OF THE WATER TANK
 LK0646'IN PEETZ, GO WEST ON A BLACKTOP ROAD FOR 6.5 MILES TO A
 LK0646'CROSSROAD.  TURN LEFT AND GO SOUTH ON A BLACKTOP ROAD FOR
 LK0646'4.1 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A GRAVEL
 LK0646'ROAD FOR 1.0 MILE TO A CROSSROAD AND THE AZIMUTH MARK, IN
 LK0646'THE SOUTHWEST ANGLE OF THE CROSSROAD.  TURN LEFT AND GO SOUTH ON
 LK0646'A GRAVEL ROAD FOR 0.15 MILE TO A CATTLE GUARD.  CROSS THE
 LK0646'CATTLE GUARD, TURN RIGHT AND GO WEST ON A LANE FOR 0.15 MILE
 LK0646'TO A FENCE CORNER.  TURN LEFT AND GO SOUTH ALONG THE WEST
 LK0646'SIDE OF A FENCE FOR 0.4 MILE TO THE STATION.
 LK0646'
 LK0646'THE STATION IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, STAMPED
 LK0646'BRACHT 1949, IS SET IN A 8 BY 8 INCH SQUARE CONCRETE POST
 LK0646'WHICH PROJECTS 6 INCHES.  IT IS 72 FEET WEST OF A FENCE.
 LK0646'
 LK0646'REFERENCE MARK NO. 1, A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 LK0646'STAMPED BRACHT 1949 1.  IT IS 119 FEET WEST OF THE FENCE.
 LK0646'
 LK0646'REFERENCE MARK NO. 2, A U.S. GEOLOGICAL SURVEY BENCH MARK
 LK0646'DISK, STAMPED BRACHT 1949 2.  IT IS 143 FEET WEST OF THE
 LK0646'NORTH-SOUTH FENCE.
 LK0646'
 LK0646'AZIMUTH MARK A STANDARD DISK STAMPED BRACHT USGS 1963, IS
 LK0646'SET IN A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT
 LK0646'IS 41 FEET SOUTHWEST OF THE CENTER OF THE CROSSROAD, 6 FEET
 LK0646'EAST OF A TELEPHONE POLE, AND 1.5 FEET WEST OF A METAL WITNESS
 LK0646'POST.
 LK0646
 LK0646                          STATION RECOVERY (1963)
 LK0646
 LK0646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 LK0646'THE STATION IS LOCATED 19-1/2 MILES NORTH AND 1-1/2 WEST
 LK0646'OF STERLING IN THE NE 1/4 OF SEC. 26 T11N R53W, IN PASTURE
 LK0646'LAND.
 LK0646'
 LK0646'TO REACH THE STATION FROM THE INTERSECTION OF 7TH AND MAIN
 LK0646'STREETS IN STERLING, GO NORTH ON PAVED ROAD FOR 19.9 MILES
 LK0646'TO CROSSROAD.  TURN LEFT AND GO WEST ON GRAVELED ROAD FOR
 LK0646'1.0 MILE TO CROSSROAD AND AZIMUTH MARK IN SOUTHWEST ANGLE.
 LK0646'TURN LEFT AND GO SOUTH ON TRACK ROAD FOR 0.55 MILE.  TURN RIGHT
 LK0646'AND GO WEST ALONG THE EDGE OF GRASS LAND FOR 0.35 MILE TO A
 LK0646'WIRE GATE AND STATION.
 LK0646'
 LK0646'THE STATION MARK IS A U.S. GEOLOGICAL DISK STAMPED BRACHT
 LK0646'(USGS), SET IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT
 LK0646'THAT PROJECTS 6 INCHES.  IT IS 5 FEET NORTH OF THE WITNESS
 LK0646'POST AND 90 FEET WEST OF A WIRE GATE.
 LK0646'
 LK0646'REFERENCE MARK 1 IS A U.S. GEOLOGICAL DISK STAMPED BRACHT
 LK0646'(USGS), SET IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT
 LK0646'THAT PROJECTS 6 INCHES.  IT IS 64.5 FEET SOUTHWEST OF THE
 LK0646'WITNESS POST.
 LK0646'
 LK0646'REFERENCE MARK 2 IS A U.S. GEOLOGICAL DISK STAMPED BRACHT
 LK0646'(USGS), SET IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT
 LK0646'THAT PROJECTS 8 INCHES.  IT IS 131 FEET NORTHWEST OF THE
 LK0646'WITNESS POST.
 LK0646'
 LK0646'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BRACHT (USGS)
 LK0646'1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 LK0646'THAT IS FLUSH.  IT IS 45 FEET SOUTH OF THE CENTER OF A GRAVELED
 LK0646'ROAD, 40 FEET WEST OF THE CENTER OF A TRACK ROAD, 4 FEET
 LK0646'SOUTH OF A WIRE FENCE AND 3.5 FEET SOUTH OF THE WITNESS POST.
 LK0646
 LK0646                          STATION RECOVERY (1995)
 LK0646
 LK0646'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0646'OWNERSHIP--MR. AND MRS.  RICHARD SEGEIKE (970) 334-2385.  ADDED A
 LK0646'FIBERGLASS WITNESS POST 4 FT (1.2 M) NORTH OF MARK.  RECOVERED RM 1,
 LK0646'RM 2 AND THE AZIMUTH MARK IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1617 ***********************************************************************
 KK1617  DESIGNATION -  BRACK
 KK1617  PID         -  KK1617
 KK1617  STATE/COUNTY-  CO/EL PASO
 KK1617  USGS QUAD   -  PEYTON (1975)
 KK1617
 KK1617                         *CURRENT SURVEY CONTROL
 KK1617  ___________________________________________________________________
 KK1617* NAD 83(1992)-  39 01 35.61036(N)    104 25 41.06979(W)     ADJUSTED  
 KK1617* NAVD 88     -      2066.9    (meters)    6781.     (feet)  VERTCON   
 KK1617  ___________________________________________________________________
 KK1617  LAPLACE CORR-          -6.47  (seconds)                    DEFLEC99
 KK1617  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 KK1617
 KK1617  HORZ ORDER  -  SECOND
 KK1617
 KK1617.The horizontal coordinates were established by classical geodetic methods
 KK1617.and adjusted by the National Geodetic Survey in January 1993..
 KK1617
 KK1617.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1617
 KK1617.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1617
 KK1617.The geoid height was determined by GEOID03.
 KK1617
 KK1617;                    North         East     Units Scale Factor Converg.
 KK1617;SPC CO C     -   437,804.600 1,007,216.094   MT  0.99993675   +0 40 33.8
 KK1617;SPC CO C     - 1,436,363.93  3,304,508.14   sFT  0.99993675   +0 40 33.8
 KK1617;UTM  13      - 4,319,879.393   549,505.646   MT  0.99963018   +0 21 36.5
 KK1617
 KK1617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1617!SPC CO C     -   0.99967866  x   0.99993675  =   0.99961543
 KK1617!UTM  13      -   0.99967866  x   0.99963018  =   0.99930896
 KK1617
 KK1617:                Primary Azimuth Mark                     Grid Az
 KK1617:SPC CO C     -  BANDT                                    089 09 11.7
 KK1617:UTM  13      -  BANDT                                    089 28 09.0
 KK1617
 KK1617|---------------------------------------------------------------------|
 KK1617| PID    Reference Object                     Distance      Geod. Az  |
 KK1617|                                                           dddmmss.s |
 KK1617| KK1615 BANDT                               APPROX. 8.5 KM 0894945.5 |
 KK1617| CP7523 BRACK RM 1                            9.636 METERS 09003     |
 KK1617| CP7524 BRACK RM 2                           10.178 METERS 18159     |
 KK1617|---------------------------------------------------------------------|
 KK1617
 KK1617                          SUPERSEDED SURVEY CONTROL
 KK1617
 KK1617  NAD 83(1986)-  39 01 35.60212(N)    104 25 41.06532(W) AD(       ) 2
 KK1617  NAD 27      -  39 01 35.63303(N)    104 25 39.18376(W) AD(       ) 2
 KK1617  NGVD 29 (07/19/86) 2065.8    (m)         6778.     (f) VERT ANG       
 KK1617
 KK1617.Superseded values are not recommended for survey control.
 KK1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1617.See file dsdata.txt to determine how the superseded data were derived.
 KK1617
 KK1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED4950619879(NAD 83)
 KK1617_MARKER: Z = SEE DESCRIPTION
 KK1617_SETTING: 0 = UNSPECIFIED SETTING
 KK1617
 KK1617  HISTORY     - Date     Condition        Report By
 KK1617  HISTORY     - 1970     MONUMENTED       USGS
 KK1617
 KK1617                          STATION DESCRIPTION
 KK1617
 KK1617'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (FJG)
 KK1617'STATION IS LOCATED WEST 04 DEGREES SOUTH ABOUT 7.5 MILES AIRLINE
 KK1617'FROM CALHAN, COLORADO.  WEST 21 DEGREES SOUTH ABOUT 43.5 MILES
 KK1617'AIRLINE FROM LIMON, COLORADO.  56 FEET NORTH OF THE NORTH
 KK1617'RIGHT-OF-WAY FENCE OF U.S. HIGHWAY 24.  4.5 FEET SOUTH OF A SNOW
 KK1617'FENCE AND A USGS WITNESS SIGN SET IN SAID FENCE.  ON A GRASSY
 KK1617'RIDGE ON THE ROBERT DUNCAN RANCH.
 KK1617'
 KK1617'TO REACH THE STATION FROM THE POST OFFICE AT PEYTON, COLORADO,
 KK1617'GO SOUTH 0.1 MILE TO U.S. HIGHWAY 24, TURN LEFT (EAST) AND GO
 KK1617'EAST ON HIGHWAY FOR 2.75 MILES TO GATE ON LEFT (NORTH), PASS
 KK1617'THROUGH GATE AND FOLLOW ALONG NORTH SIDE OF RIGHT-OF-WAY FENCE FOR
 KK1617'0.2 MILE TO TOP OF RIDGE AND STATION.
 KK1617'
 KK1617'ALL MARKS ARE USGS BRASS TABLETS SOLDERED TO COPPER COATED STEEL
 KK1617'RODS CENTERED IN TILE 6 INCHES IN DIAMETER AND 12 INCHES LONG
 KK1617'FILLED WITH GRAVEL AND SET FLUSH WITH GROUND SURFACE.
 KK1617'
 KK1617'STATION MARK IS A ROD DRIVEN 15 FEET TO REFUSAL.  TABLET STAMPED
 KK1617'BRACK ET 1970.
 KK1617'
 KK1617'REFERENCE MARK NO. 1 IS A ROD DRIVEN 15 FEET TO REFUSAL.  TABLET
 KK1617'STAMPED BRACK ET 1 1970.
 KK1617'
 KK1617'REFERENCE MARK NO. 2 IS A ROD DRIVEN 11 FEET TO REFUSAL.  TABLET
 KK1617'STAMPED BRACK ET 2 1970.
 KK1617'
 KK1617'STATION BANDT ET 1970 IS VISIBLE FROM THE GROUND AT THIS STATION
 KK1617'AND WILL SERVE AS THE AZIMUTH MARK.
 KK1617'
 KK1617'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0519 ***********************************************************************
 HK0519  DESIGNATION -  BRADFORD
 HK0519  PID         -  HK0519
 HK0519  STATE/COUNTY-  CO/HUERFANO
 HK0519  USGS QUAD   -  BECK MOUNTAIN (1960)
 HK0519
 HK0519                         *CURRENT SURVEY CONTROL
 HK0519  ___________________________________________________________________
 HK0519* NAD 83(1992)-  37 52 30.38773(N)    105 23 24.32731(W)     ADJUSTED  
 HK0519* NAVD 88     -      2686.7    (meters)    8815.     (feet)  VERTCON   
 HK0519  ___________________________________________________________________
 HK0519  LAPLACE CORR-          -8.00  (seconds)                    DEFLEC99
 HK0519  GEOID HEIGHT-         -15.14  (meters)                     GEOID03
 HK0519
 HK0519  HORZ ORDER  -  THIRD
 HK0519
 HK0519.The horizontal coordinates were established by classical geodetic methods
 HK0519.and adjusted by the National Geodetic Survey in January 1993..
 HK0519
 HK0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0519
 HK0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0519
 HK0519.The geoid height was determined by GEOID03.
 HK0519
 HK0519;                    North         East     Units Scale Factor Converg.
 HK0519;SPC CO S     -   438,923.963   924,071.235   MT  0.99994565   +0 04 02.7
 HK0519;SPC CO S     - 1,440,036.37  3,031,723.71   sFT  0.99994565   +0 04 02.7
 HK0519;UTM  13      - 4,192,029.809   465,692.991   MT  0.99961450   -0 14 22.2
 HK0519
 HK0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0519!SPC CO S     -   0.99958096  x   0.99994565  =   0.99952663
 HK0519!UTM  13      -   0.99958096  x   0.99961450  =   0.99919562
 HK0519
 HK0519:                Primary Azimuth Mark                     Grid Az
 HK0519:SPC CO S     -  PROMONTORY                               032 00 31.3
 HK0519:UTM  13      -  PROMONTORY                               032 18 56.2
 HK0519
 HK0519|---------------------------------------------------------------------|
 HK0519| PID    Reference Object                     Distance      Geod. Az  |
 HK0519|                                                           dddmmss.s |
 HK0519| HK0516 PROMONTORY                          APPROX. 6.4 KM 0320434.0 |
 HK0519|---------------------------------------------------------------------|
 HK0519
 HK0519                          SUPERSEDED SURVEY CONTROL
 HK0519
 HK0519  NAD 83(1986)-  37 52 30.37409(N)    105 23 24.32656(W) AD(       ) 3
 HK0519  NAD 27      -  37 52 30.36040(N)    105 23 22.30637(W) AD(       ) 3
 HK0519  NGVD 29 (07/19/86) 2685.4    (m)         8810.     (f) VERT ANG       
 HK0519
 HK0519.Superseded values are not recommended for survey control.
 HK0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0519.See file dsdata.txt to determine how the superseded data were derived.
 HK0519
 HK0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB6569392030(NAD 83)
 HK0519
 HK0519  HISTORY     - Date     Condition        Report By
 HK0519  HISTORY     - 1960     MONUMENTED       USGS
 HK0519  HISTORY     - 1967     GOOD             USGS
 HK0519
 HK0519                          STATION DESCRIPTION
 HK0519
 HK0519'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 HK0519'THE STATION IS LOCATED ON A TOP, APPROXIMATELY 17.3 MI. (AIRLINE) SSE.
 HK0519'OF WESTCLIFFE, APPROXIMATELY 13 MI. (AIRLINE) NW. OF GARDNER, AND
 HK0519'APPROXIMATELY 3 MI. (AIRLINE) WSW. OF BRADFORD.
 HK0519'
 HK0519'TO REACH THE STATION FROM WESTCLIFFE, GO SE. ON STATE HIGHWAY 69 FOR
 HK0519'20.5 MI. TO RD. JUNCTION KNOWN AS BRADFORD.  AT BRADFORD LEAVE
 HK0519'HIGHWAY 69 AND GO W. FOR 0.2 MI. TO A RD. FORK, THENCE LEFT FOR 0.1
 HK0519'MI. TO RD. FORK, THENCE W. AND N. FOR 1.3 MI. TO TRAIL CROSSING,
 HK0519'CONTINUE ON W. AND S. FOR 0.8 MI.  AT THIS POINT LEAVE MAIN TRACK RD.
 HK0519'AND GO W. THROUGH GATE AND FOLLOW OLD LOGGING TRAIL FOR 1.3 MI. TO
 HK0519'TOP OF HILL AND STATION SITE.
 HK0519'
 HK0519'RECOVERED BY HELICOPTER.
 HK0519'
 HK0519'STATION MARK--STANDARD TABLET, STAMPED ---BRADFORD 1960---, SET IN A
 HK0519'BOULDER, PROJECTING 0.2 FT. ABOVE GROUND.
 HK0519'
 HK0519'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1401 ***********************************************************************
 LL1401  CBN         -  This is a Cooperative Base Network Control Station.
 LL1401  PACS        -  This is a Primary Airport Control Station.
 LL1401  DESIGNATION -  BRADSHAW
 LL1401  PID         -  LL1401
 LL1401  STATE/COUNTY-  CO/LARIMER
 LL1401  USGS QUAD   -  FORT COLLINS (1984)
 LL1401
 LL1401                         *CURRENT SURVEY CONTROL
 LL1401  ___________________________________________________________________
 LL1401* NAD 83(1992)-  40 35 04.09139(N)    105 02 08.32027(W)     ADJUSTED  
 LL1401* NAVD 88     -      1500.23   (meters)    4922.0    (feet)  GPS OBS   
 LL1401  ___________________________________________________________________
 LL1401  X           -  -1,258,670.420 (meters)                     COMP
 LL1401  Y           -  -4,685,759.701 (meters)                     COMP
 LL1401  Z           -   4,128,453.474 (meters)                     COMP
 LL1401  LAPLACE CORR-         -13.05  (seconds)                    DEFLEC99
 LL1401  ELLIP HEIGHT-        1484.09  (meters)          (10/21/02) GPS OBS
 LL1401  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 LL1401
 LL1401  HORZ ORDER  -  B
 LL1401  ELLP ORDER  -  FIFTH     CLASS I
 LL1401
 LL1401.This mark is at Fort Collins Downtown Airport (3V5)
 LL1401
 LL1401.The horizontal coordinates were established by GPS observations
 LL1401.and adjusted by the National Geodetic Survey in May 1992..
 LL1401
 LL1401.The orthometric height was determined by GPS observations and a
 LL1401.high-resolution geoid model.
 LL1401
 LL1401.GPS derived orthometric heights for airport stations designated as
 LL1401.PACS or SACS are published to 2 decimal places.  This maintains
 LL1401.centimeter relative accuracy between the PACS and SACS.  It does
 LL1401.not indicate centimeter accuracy relative to other marks which are
 LL1401.part of the NAVD 88 network.
 LL1401
 LL1401.Photographs are available for this station.
 LL1401
 LL1401.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1401
 LL1401.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1401
 LL1401.The ellipsoidal height was determined by GPS observations
 LL1401.and is referenced to NAD 83.
 LL1401
 LL1401.The geoid height was determined by GEOID03.
 LL1401
 LL1401;                    North         East     Units Scale Factor Converg.
 LL1401;SPC CO N     -   443,820.578   953,713.580   MT  0.99997377   +0 18 00.1
 LL1401;SPC CO N     - 1,456,101.35  3,128,975.30   sFT  0.99997377   +0 18 00.1
 LL1401;UTM  13      - 4,492,631.548   496,983.494   MT  0.99960011   -0 01 23.5
 LL1401
 LL1401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1401!SPC CO N     -   0.99976725  x   0.99997377  =   0.99974102
 LL1401!UTM  13      -   0.99976725  x   0.99960011  =   0.99936745
 LL1401
 LL1401:                Primary Azimuth Mark                     Grid Az
 LL1401:SPC CO N     -  BRADSHAW AZ MK                           308 22 38.9
 LL1401:UTM  13      -  BRADSHAW AZ MK                           308 42 02.5
 LL1401
 LL1401|---------------------------------------------------------------------|
 LL1401| PID    Reference Object                     Distance      Geod. Az  |
 LL1401|                                                           dddmmss.s |
 LL1401| LL1402 BRADSHAW AZ MK                      APPROX. 0.5 KM 3084039.0 |
 LL1401|---------------------------------------------------------------------|
 LL1401
 LL1401                          SUPERSEDED SURVEY CONTROL
 LL1401
 LL1401  ELLIP H (05/26/92) 1484.12   (m)                       GP(       ) 4 1
 LL1401  NAD 83(1986)-  40 35 04.07417(N)    105 02 08.32445(W) AD(       ) 1
 LL1401  NGVD 29 (01/20/89) 1499.3    (m)         4919.     (f) GPS OBS        
 LL1401
 LL1401.Superseded values are not recommended for survey control.
 LL1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1401.See file dsdata.txt to determine how the superseded data were derived.
 LL1401
 LL1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE9698392632(NAD 83)
 LL1401_MARKER: DH = HORIZONTAL CONTROL DISK
 LL1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1401_SP_SET: CONCRETE POST
 LL1401_STAMPING: BRADSHAW 1986
 LL1401_MARK LOGO: NGS   
 LL1401_PROJECTION: FLUSH
 LL1401_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1401+STABILITY: SURFACE MOTION
 LL1401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1401+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2002
 LL1401
 LL1401  HISTORY     - Date     Condition        Report By
 LL1401  HISTORY     - 1986     MONUMENTED       NGS
 LL1401  HISTORY     - 1986     GOOD             NGS
 LL1401  HISTORY     - 19910515 GOOD             NGS
 LL1401  HISTORY     - 19940622 GOOD             CHANCE
 LL1401  HISTORY     - 19970221 GOOD             NGS
 LL1401  HISTORY     - 19990409 GOOD             NGS
 LL1401  HISTORY     - 20020429 GOOD             NGS
 LL1401
 LL1401                          STATION DESCRIPTION
 LL1401
 LL1401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (ERP)
 LL1401'THE STATION IS LOCATED ABOUT 3.5 KM (2.2 MI)
 LL1401'EAST-NORTHEAST OF FORT COLLINS,
 LL1401'2.7 KM (1.7 MI) WEST-NORTHWEST OF INTERSTATE 25 AND STATE HIGHWAY
 LL1401'14,
 LL1401'0.6 KM (0.4 MI) NORTH OF THE CACHE LA POUDRE RIVER.
 LL1401'OWNERSHIP--COMMUNITY AIRPARK ASSOC., INC., 2200 AIRWAY AVENUE, P.O.
 LL1401'BOX 23, FORT COLLINS, CO. 80522, MR. ELLIOTT RAY, AIRPORT MANAGER,
 LL1401'TELEPHONE--303-484-4186.
 LL1401'
 LL1401'TO REACH THE STATION FROM THE OVERPASS OF COLORADO STATE HIGHWAY 14
 LL1401'AND INTERSTATE 25 ON THE EASTSIDE OF FORT COLLINS, GO
 LL1401'WEST FOR 2.3 KM (1.4 MI) ON STATE HIGHWAY 14 TO THE
 LL1401'INTERSECTION OF COUNTY ROAD 9E.
 LL1401'TURN RIGHT AND GO NORTH FOR 0.1 KM (0.05 MI) ON THE COUNTY ROAD TO
 LL1401'THE INTERSECTION OF COUNTY ROAD 46E ALSO KNOWN AS OLD HIGHWAY 14.
 LL1401'TURN LEFT AND GO WEST FOR 0.5 KM (0.3 MI) ON COUNTY ROAD 46E TO A
 LL1401'SIDE ROAD RIGHT, AIRWAY AVENUE.
 LL1401'TURN RIGHT AND GO NORTH FOR 0.2 KM (0.1 MI) ON AIRWAY AVENUE TO THE
 LL1401'AIRPORT BUILDING AT 2200 AIRPORT ROAD.
 LL1401'CONTINUE ONTO THE APRON AND GO NORTHEAST FOR
 LL1401'0.2 KM (0.1 MI) ON THE APRON TO THE END OF RUNWAY 29 AND THE
 LL1401'STATION MARK.
 LL1401'
 LL1401'THE STATION IS A STANDARD NGS DISK
 LL1401'STAMPED---BRADSHAW 1986---,
 LL1401'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LL1401'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LL1401'136.8 METERS (449.0 FT) NORTHWEST FROM THE SOUTHEAST END OF THE GRASS
 LL1401'MEDIAN,
 LL1401'18.7 METERS (61.0 FT) SOUTHWEST FROM THE CENTERLINE OF THE RUNWAY,
 LL1401'0.9 METERS (3.0 FT) NORTHWEST FROM A WITNESS POST, AND
 LL1401'0.9 METERS (3.0 FT) SOUTHEAST FROM A WITNESS POST.
 LL1401'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LL1401'STAMPED---BRADSHAW 1986---,
 LL1401'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 LL1401'
 LL1401'DESCRIBED BY R.S. COHEN.
 LL1401
 LL1401                          STATION RECOVERY (1986)
 LL1401
 LL1401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LL1401'RECOVERED IN GOOD CONDITION.
 LL1401
 LL1401                          STATION RECOVERY (1991)
 LL1401
 LL1401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LL1401'STATION IS LOCATED ABOUT 3.5 KM (2.2 MI) EAST OF FORT COLLINS, AT THE
 LL1401'DOWNTOWN FORT COLLINS AIRPARK, IN THE NARROW GRASS MEDIAN BETWEEN
 LL1401'RUNWAY AND TAXI, ABOUT 152 M (498.7 FT) NORTHWEST OF THE END OF
 LL1401'RUNWAY 29, IN THE SOUTHWEST 1/4 OF SECTION 8, T 7 N, R 68 W.
 LL1401'OWNERSHIP--COMMUNITY AIRPARK ASSOCIATION, 2200 AIRWAY AVENUE, FORT
 LL1401'COLLINS, CO 80524.  AIRPORT MANAGER IS ANNETTA SAXERUD.  PHONE IS
 LL1401'303-484-4186.
 LL1401'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 25 AND STATE HIGHWAY
 LL1401'14 (EXIT 269) ON THE EAST SIDE OF FORT COLLINS, GO WEST ON HIGHWAY 14
 LL1401'FOR 2.28 KM (1.42 MI) TO A SLANTED PAVED CROSSROAD.  BEAR RIGHT,
 LL1401'NORTHWEST, ON SUMMIT VIEW DRIVE FOR 0.16 KM (0.10 MI) TO A PAVED ROAD
 LL1401'LEFT.  TURN LEFT, WEST, ON LINCOLN AVENUE FOR 0.54 KM (0.34 MI) TO A
 LL1401'PAVED ROAD RIGHT.  TURN RIGHT, NORTHERLY, ON AIRPORT AVENUE FOR 0.2
 LL1401'KM (0.1 MI) TO A PARKING LOT ENTRANCE ON THE RIGHT AT AIRPORT BEACON.
 LL1401'TURN RIGHT INTO LOT FOR 40 M (131.2 FT) , THEN LEFT, NORTH, THROUGH
 LL1401'CABLE GATE, ON DIRT LANE FOR 0.05 KM (0.03 MI) TO THE APRON. CONTINUE
 LL1401'NORTHEAST ACROSS APRON FOR 0.09 KM (0.06 MI) TO THE TAXI AND STATION.
 LL1401'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST FLUSH
 LL1401'WITH THE GROUND.  IT IS 5.3 M (17.4 FT) NORTHEAST OF THE EDGE OF THE
 LL1401'TAXI, 11.7 M (38.4 FT) SOUTHWEST OF THE EDGE OF THE RUNWAY, 20.3 M
 LL1401'(66.6 FT) SOUTH-SOUTHEAST OF THE FOURTH TAXI LIGHT FROM THE SOUTHEAST
 LL1401'END OF TAXI, 0.9 M (3.0 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST,
 LL1401'1.0 M (3.3 FT) NORTHWEST OF A FIBERGLASS WITNESS POST, AND 54 M
 LL1401'(177.2 FT) NORTHWEST OF THE EXTENDED SOUTHEAST (FRONT) WALL OF A BLUE
 LL1401'METAL HANGAR.
 LL1401'DESCRIBED BY G.R.HEID
 LL1401
 LL1401                          STATION RECOVERY (1994)
 LL1401
 LL1401'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1994 (FND)
 LL1401'RECOVERY NOTE - 1994 - BY F.N. DREXEL THE STATION WAS RECOVERED IN
 LL1401'GOOD CONDITION AS DESCRIBED IN 1991 BY G.R. HEID, EXCEPT THAT THE
 LL1401'AIRPORT MANAGER IS NOW MS. SHARONE MEKELBURG - COMMUNITY AIRPARK
 LL1401'ASSOCIATION - 2200 AIRWAY AVE., FORT COLLINS, CO 80524 - TELEPHONE
 LL1401'(303) 484-4186.
 LL1401
 LL1401                          STATION RECOVERY (1997)
 LL1401
 LL1401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 LL1401'RECOVERED AS DESCRIBED.
 LL1401
 LL1401                          STATION RECOVERY (1999)
 LL1401
 LL1401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 LL1401'THE STATION IS LOCATED ABOUT 2.2 MI (3.5 KM) EAST OF FORT COLLINS, 1.7
 LL1401'MI (2.7 KM) WEST-NORTHWEST OF THE INTERSECTION OF INTERSTATE 25 AND
 LL1401'STATE HIGHWAY 14 AND AT THE FORT COLLINS DOWNTOWN AIRPORT, IN THE
 LL1401'SOUTHWEST 1/4 OF SECTION 8, T 7 N, R 68 W.  ACCESS TO THE AIRPORT IS
 LL1401'NOT CONTROLLED.  PERMISSION TO USE THIS STATION MUST BE OBTAINED FROM
 LL1401'THE AIRPORT MANAGER.  OWNERSHIP--COMMUNITY AIRPARK ASSOCIATION, MS.
 LL1401'SHARONE MEKELBURG, 2200 AIRWAY AVENUE, FORT COLLINS, CO 80524.
 LL1401'TELEPHONE-970-484-4186
 LL1401'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 25 AND STATE
 LL1401'HIGHWAY 14 (EXIT 269) ON THE EAST SIDE OF FORT COLLINS, GO WEST ON
 LL1401'STATE HIGHWAY 14 FOR 1.4 MI (2.3 KM) TO A SLANTED PAVE CROSSROAD. BEAR
 LL1401'RIGHT, NORTHWEST, ON SUMMIT VIEW DRIVE FOR 0.1 MI (0.2 KM) TO A PAVED
 LL1401'ROAD LEFT.  TURN LEFT, WEST, ON LINCOLN AVENUE FOR 0.3 MI (0.5 KM) TO
 LL1401'A PAVED ROAD RIGHT.  TURN RIGHT, NORTHERLY, ON AIRPORT AVENUE FOR 0.1
 LL1401'MI (0.2 KM) TO A PARKING LOT ENTRANCE ON THE RIGHT AT THE AIRPORT
 LL1401'BEACON AND INTO THE PARKING LOT.  CONTACT THE AIRPORT MANAGER FOR
 LL1401'ACCESS TO THE FLIGHT OPERATIONS AREA.  PASS THROUGH THE GATE, ONTO THE
 LL1401'TERMINAL APRON AND GO NORTHEAST FOR 0.05 MI (0.08 KM) TO THE TAXIWAY
 LL1401'AND THE GRASSY AREA BETWEEN IT AND THE RUNWAY TO THE STATION
 LL1401'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 LL1401'POST FLUSH WITH THE GROUND.  IT IS 143.7 M (471.5 FT) WEST-NORTHWEST
 LL1401'FROM THE CENTER OF THE EASTERN MOST RAMP, 60.4 M (198.2 FT) SOUTHWEST
 LL1401'FROM THE CENTER OF THE WINDSOCK, 11.7 M (38.4 FT) SOUTHWEST FROM THE
 LL1401'EDGE OF PAVEMENT FOR THE RUNWAY, 0.9 M (3.0 FT) NORTHWEST FROM A
 LL1401'WITNESS POST AND 0.9 M (3.0 FT) SOUTHEAST FROM A WITNESS POST.  THIS
 LL1401'STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION FOR THE ANA
 LL1401'PROJECT.
 LL1401
 LL1401                          STATION RECOVERY (2002)
 LL1401
 LL1401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (RSC)
 LL1401'RECOVERED AS DESCRIBED.
 LL1401'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1402 ***********************************************************************
 LL1402  SACS        -  This is a Secondary Airport Control Station.
 LL1402  DESIGNATION -  BRADSHAW AZ MK
 LL1402  PID         -  LL1402
 LL1402  STATE/COUNTY-  CO/LARIMER
 LL1402  USGS QUAD   -  FORT COLLINS (1984)
 LL1402
 LL1402                         *CURRENT SURVEY CONTROL
 LL1402  ___________________________________________________________________
 LL1402* NAD 83(1992)-  40 35 15.17002(N)    105 02 26.47435(W)     ADJUSTED  
 LL1402* NAVD 88     -      1502.09   (meters)    4928.1    (feet)  GPS OBS   
 LL1402  ___________________________________________________________________
 LL1402  X           -  -1,259,025.489 (meters)                     COMP
 LL1402  Y           -  -4,685,435.528 (meters)                     COMP
 LL1402  Z           -   4,128,714.286 (meters)                     COMP
 LL1402  LAPLACE CORR-         -13.22  (seconds)                    DEFLEC99
 LL1402  ELLIP HEIGHT-        1485.98  (meters)          (10/21/02) GPS OBS
 LL1402  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 LL1402
 LL1402  HORZ ORDER  -  FIRST
 LL1402  ELLP ORDER  -  FIFTH     CLASS I
 LL1402
 LL1402.This mark is at Fort Collins Downtown Airport (3V5)
 LL1402
 LL1402.The horizontal coordinates were established by GPS observations
 LL1402.and adjusted by the National Geodetic Survey in June 2000..
 LL1402
 LL1402.The orthometric height was determined by GPS observations and a
 LL1402.high-resolution geoid model.
 LL1402
 LL1402.GPS derived orthometric heights for airport stations designated as
 LL1402.PACS or SACS are published to 2 decimal places.  This maintains
 LL1402.centimeter relative accuracy between the PACS and SACS.  It does
 LL1402.not indicate centimeter accuracy relative to other marks which are
 LL1402.part of the NAVD 88 network.
 LL1402
 LL1402.Photographs are available for this station.
 LL1402
 LL1402.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1402
 LL1402.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1402
 LL1402.The ellipsoidal height was determined by GPS observations
 LL1402.and is referenced to NAD 83.
 LL1402
 LL1402.The geoid height was determined by GEOID03.
 LL1402
 LL1402;                    North         East     Units Scale Factor Converg.
 LL1402;SPC CO N     -   444,160.073   953,284.897   MT  0.99997409   +0 17 48.4
 LL1402;SPC CO N     - 1,457,215.17  3,127,568.87   sFT  0.99997409   +0 17 48.4
 LL1402;UTM  13      - 4,492,973.329   496,556.892   MT  0.99960015   -0 01 35.3
 LL1402
 LL1402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1402!SPC CO N     -   0.99976695  x   0.99997409  =   0.99974105
 LL1402!UTM  13      -   0.99976695  x   0.99960015  =   0.99936720
 LL1402
 LL1402:                Primary Azimuth Mark                     Grid Az
 LL1402:SPC CO N     -  BRADSHAW                                 128 22 38.7
 LL1402:UTM  13      -  BRADSHAW                                 128 42 02.4
 LL1402
 LL1402|---------------------------------------------------------------------|
 LL1402| PID    Reference Object                     Distance      Geod. Az  |
 LL1402|                                                           dddmmss.s |
 LL1402| LL1401 BRADSHAW                            APPROX. 0.5 KM 1284027.1 |
 LL1402|---------------------------------------------------------------------|
 LL1402
 LL1402                          SUPERSEDED SURVEY CONTROL
 LL1402
 LL1402  ELLIP H (06/30/00) 1486.01   (m)                       GP(       ) 1 1
 LL1402  NAD 83(1992)-  40 35 15.17052(N)    105 02 26.47623(W) AD(       ) 1
 LL1402  ELLIP H (01/07/93) 1486.01   (m)                       GP(       ) 4 2
 LL1402  NAD 83(1986)-  40 35 15.15301(N)    105 02 26.47951(W) AD(       ) 1
 LL1402  NGVD 29 (01/20/89) 1501.2    (m)         4925.     (f) GPS OBS        
 LL1402
 LL1402.Superseded values are not recommended for survey control.
 LL1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1402.See file dsdata.txt to determine how the superseded data were derived.
 LL1402
 LL1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE9655792973(NAD 83)
 LL1402_MARKER: DZ = AZIMUTH MARK DISK
 LL1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL1402_STAMPING: BRADSHAW 1986
 LL1402_MARK LOGO: NGS   
 LL1402_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1402+STABILITY: SURFACE MOTION
 LL1402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1402+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1999
 LL1402
 LL1402  HISTORY     - Date     Condition        Report By
 LL1402  HISTORY     - 1986     MONUMENTED       NGS
 LL1402  HISTORY     - 19990409 GOOD             NGS
 LL1402
 LL1402                          STATION DESCRIPTION
 LL1402
 LL1402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (ERP)
 LL1402'THE STATION IS LOCATED ABOUT 3.5 KM (2.2 MI)
 LL1402'EAST-NORTHEAST OF FORT COLLINS,
 LL1402'2.7 KM (1.7 MI) WEST-NORTHWEST OF INTERSTATE 25 AND STATE HIGHWAY
 LL1402'14,
 LL1402'0.6 KM (0.4 MI) NORTH OF THE CACHE LA POUDRE RIVER.
 LL1402'OWNERSHIP--COMMUNITY AIRPARK ASSOC., INC., 2200 AIRWAY AVENUE, P.O.
 LL1402'BOX 23, FORT COLLINS, CO. 80522, MR. ELLIOTT RAY, AIRPORT MANAGER,
 LL1402'TELEPHONE--303-484-4186.
 LL1402'
 LL1402'TO REACH THE STATION FROM THE OVERPASS OF COLORADO STATE HIGHWAY 14
 LL1402'AND INTERSTATE 25 ON THE EASTSIDE OF FORT COLLINS, GO
 LL1402'WEST FOR 2.3 KM (1.4 MI) ON STATE HIGHWAY 14 TO THE INTERSECTION OF
 LL1402'COUNTY ROAD 9E.
 LL1402'TURN RIGHT AND GO NORTH FOR 0.1 KM (0.05 MI) ON THE COUNTY ROAD TO
 LL1402'THE INTERSECTION OF COUNTY ROAD 46E ALSO KNOWN AS OLD HIGHWAY 14.
 LL1402'TURN LEFT AND GO WEST FOR 0.5 KM (0.3 MI) ON COUNTY ROAD 46E TO A
 LL1402'SIDE ROAD RIGHT, AIRWAY AVENUE.
 LL1402'TURN RIGHT AND GO NORTH FOR 0.2 KM (0.1 MI) ON AIRWAY AVENUE TO THE
 LL1402'AIRPORT BUILDING AT 2200 AIRPORT ROAD.
 LL1402'CONTINUE ONTO THE APRON AND GO NORTHWEST FOR
 LL1402'0.5 KM (0.3 MI) ON THE TAXIWAY TO THE STATION ON THE RIGHT IN THE
 LL1402'GRASS MEDIAN.
 LL1402'
 LL1402'THE STATION IS A STANDARD NGS DISK
 LL1402'STAMPED---BRADSHAW 1986---,
 LL1402'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LL1402'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LL1402'17.1 METERS (56.0 FT) SOUTHWEST FROM THE CENTERLINE OF THE RUNWAY,
 LL1402'11.1 METERS (36.0 FT) NORTHEAST FROM THE CENTERLINE OF THE TAXIWAY,
 LL1402'1.1 METERS (4.0 FT) SOUTHEAST FROM A WITNESS POST,AND
 LL1402'1.1 METERS (4.0 FT) NORTHWEST FROM A WITNESS POST.
 LL1402'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LL1402'STAMPED---BRADSHAW 1986---,
 LL1402'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 LL1402'
 LL1402'DESCRIBED BY R.S. COHEN.
 LL1402
 LL1402                          STATION RECOVERY (1999)
 LL1402
 LL1402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 LL1402'THE STATION IS LOCATED ABOUT 2.2 MI (3.5 KM) EAST OF FORT COLLINS, 1.7
 LL1402'MI (2.7 KM) WEST-NORTHWEST OF THE INTERSECTION OF INTERSTATE 25 AND
 LL1402'STATE HIGHWAY 14 AND AT THE FORT COLLINS DOWNTOWN AIRPORT, IN THE
 LL1402'SOUTHEAST 1/4 OF SECTION 7, T 7 N, R 68 W.  ACCESS TO THE AIRPORT IS
 LL1402'NOT CONTROLLED.  PERMISSION TO USE THIS STATION MUST BE OBTAINED FROM
 LL1402'THE AIRPORT MANAGER.  OWNERSHIP--COMMUNITY AIRPARK ASSOCIATION, MS.
 LL1402'SHARONE MEKELBURG, 2200 AIRWAY AVENUE, FORT COLLINS, CO 80524.
 LL1402'TELEPHONE-970-484-4186
 LL1402'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 25 AND STATE
 LL1402'HIGHWAY 14 (EXIT 269) ON THE EAST SIDE OF FORT COLLINS, GO WEST ON
 LL1402'STATE HIGHWAY 14 FOR 1.4 MI (2.3 KM) TO A SLANTED PAVE CROSSROAD. BEAR
 LL1402'RIGHT, NORTHWEST, ON SUMMIT VIEW DRIVE FOR 0.1 MI (0.2 KM) TO A PAVED
 LL1402'ROAD LEFT.  TURN LEFT, WEST, ON LINCOLN AVENUE FOR 0.3 MI (0.5 KM) TO
 LL1402'A PAVED ROAD RIGHT.  TURN RIGHT, NORTHERLY, ON AIRPORT AVENUE FOR 0.1
 LL1402'MI (0.2 KM) TO A PARKING LOT ENTRANCE ON THE RIGHT AT THE AIRPORT
 LL1402'BEACON AND GO INTO THE PARKING LOT.  CONTACT THE AIRPORT MANAGER FOR
 LL1402'ACCESS TO THE FLIGHT OPERATIONS AREA.  PASS THROUGH THE GATE, ONTO THE
 LL1402'TERMINAL APRON AND GO NORTHEAST FOR 0.05 MI (0.08 KM) TO THE TAXIWAY.
 LL1402'TURN LEFT, NORTHWEST, ON THE TAXIWAY 0.3 MI (0.5 KM) TO THE STATION ON
 LL1402'THE RIGHT IN THE GRASS MEDIAN
 LL1402'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 LL1402'POST FLUSH WITH THE GROUND.  IT IS 44.7 M (146.7 FT) NORTHWEST FROM A
 LL1402'RUNWAY LIGHT, 17.1 M (56.1 FT) SOUTHWEST FROM THE CENTERLINE OF THE
 LL1402'RUNWAY, 16.0 M (52.5 FT) NORTHWEST FROM A RUNWAY LIGHT, 11.1 M (36.4
 LL1402'FT) NORTHEAST FROM THE CENTERLINE OF THE TAXIWAY, 1.1 M (3.6 FT)
 LL1402'SOUTHEAST FROM A WITNESS POST AND 1.1 M (3.6 FT) NORTHWEST FROM A
 LL1402'WITNESS POST.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 LL1402'CONTROL STATION FOR THE ANA PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1099 ***********************************************************************
 JK1099  DESIGNATION -  BRAGDON 2
 JK1099  PID         -  JK1099
 JK1099  STATE/COUNTY-  CO/PUEBLO
 JK1099  USGS QUAD   -  PINON (1974)
 JK1099
 JK1099                         *CURRENT SURVEY CONTROL
 JK1099  ___________________________________________________________________
 JK1099* NAD 83(1992)-  38 24 02.68462(N)    104 36 55.75731(W)     ADJUSTED  
 JK1099* NAVD 88     -      1535.3    (meters)    5037.     (feet)  VERTCON   
 JK1099  ___________________________________________________________________
 JK1099  LAPLACE CORR-          -6.68  (seconds)                    DEFLEC99
 JK1099  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 JK1099
 JK1099  HORZ ORDER  -  FIRST
 JK1099
 JK1099.The horizontal coordinates were established by classical geodetic methods
 JK1099.and adjusted by the National Geodetic Survey in January 1993..
 JK1099
 JK1099.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1099
 JK1099.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1099
 JK1099.The geoid height was determined by GEOID03.
 JK1099
 JK1099;                    North         East     Units Scale Factor Converg.
 JK1099;SPC CO S     -   497,627.261   991,664.410   MT  0.99999421   +0 32 33.1
 JK1099;SPC CO S     - 1,632,632.11  3,253,485.65   sFT  0.99999421   +0 32 33.1
 JK1099;UTM  13      - 4,250,350.092   533,574.635   MT  0.99961388   +0 14 19.8
 JK1099
 JK1099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1099!SPC CO S     -   0.99976215  x   0.99999421  =   0.99975636
 JK1099!UTM  13      -   0.99976215  x   0.99961388  =   0.99937612
 JK1099
 JK1099|---------------------------------------------------------------------|
 JK1099| PID    Reference Object                     Distance      Geod. Az  |
 JK1099|                                                           dddmmss.s |
 JK1099| CM8493 BRAGDON 2 RM 3                                     01423     |
 JK1099| CM8494 BRAGDON 2 RM 4                                     19216     |
 JK1099| CM8491 BRAGDON AZ MK                                      1931026.4 |
 JK1099|---------------------------------------------------------------------|
 JK1099
 JK1099                          SUPERSEDED SURVEY CONTROL
 JK1099
 JK1099  NAD 83(1986)-  38 24 02.67361(N)    104 36 55.75474(W) AD(       ) 1
 JK1099  NAD 27      -  38 24 02.66838(N)    104 36 53.85502(W) AD(       ) 1
 JK1099  NGVD 29 (07/19/86) 1534.4    (m)         5034.     (f) VERT ANG       
 JK1099
 JK1099.Superseded values are not recommended for survey control.
 JK1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1099.See file dsdata.txt to determine how the superseded data were derived.
 JK1099
 JK1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC3357550350(NAD 83)
 JK1099_MARKER: DS = TRIANGULATION STATION DISK
 JK1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK1099+STABILITY: SURFACE MOTION
 JK1099
 JK1099  HISTORY     - Date     Condition        Report By
 JK1099  HISTORY     - 1975     MONUMENTED       NGS
 JK1099
 JK1099                          STATION DESCRIPTION
 JK1099
 JK1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1099'STATION IS LOCATED ON A PROMINENT HILL WHICH RISES ABOUT 70 FEET
 JK1099'ABOVE SURROUNDING COUNTRY, ABOUT 7 MILES NORTH OF PUEBLO, 0.15 MILE
 JK1099'EAST OF INTERSTATE HIGHWAY 25, 0.1 MILE SOUTH OF GOBATTI ROAD AND
 JK1099'THE HILL ON WHICH THE STATION IS ESTABLISHED ADJOINS THE BEACON
 JK1099'HILL RACEWAY.  LAND IS OWNED BY A MR. WALTER PICARD OF 16 DUKE
 JK1099'STREET, PUEBLO, COLORADO.  MR PICARD GAVE PERMISSION TO
 JK1099'ESTABLISH THE STATION ON THE HILL.
 JK1099'
 JK1099'STATION IS REACHED FROM THE JUNCTION OF INTERSTATE HIGHWAY 25 AND
 JK1099'U.S. HIGHWAY 50 WEST AT THE NORTH EDGE OF PUEBLO.  GO NORTH ON I 25
 JK1099'FOR 6.5 MILES TO EXIT 47 (GOBATTI ROAD).  GO EAST ON GOBATTI ROAD
 JK1099'FOR 0.15 MILE TO THE ENTRANCE GATE TO THE BEACON HILL RACEWAY ON THE
 JK1099'RIGHT.  TURN RIGHT, PASS THROUGH THE GATE AND GO SOUTH AND WEST
 JK1099'ON A SURFACED ROAD, UPHILL TO THE TOP AND WEST END OF THE HILL,
 JK1099'THENCE LEFT, EAST TO THE APPROXIMATE CENTER OF THE HILL AND
 JK1099'STATION.
 JK1099'
 JK1099'AZIMUTH MARK IS REACHED FOR THE JUNCTION OF GOBATTI ROAD AND EXIT
 JK1099'47 MENTIONED ABOVE.  GO SOUTH ON I 25 FOR 0.9 MILE TO A SANTA FE
 JK1099'RAILROAD OVERPASS.  MARK IS ON THE LEFT ABOUT 300 FEET NORTH FROM
 JK1099'THE NORTH END OF THE OVERPASS BRIDGE.
 JK1099'
 JK1099'STATION MARK IS A STATION MARK DISK, STAMPED BRAGDON 2 1975, SET IN
 JK1099'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE
 JK1099'SUBSURFACE DISK, STAMPED THE SAME AS THE SURFACE DISK IS SET IN
 JK1099'CONCRETE ABOUT 3 FEET IN THE GROUND.  MARK IS 15 FEET EAST OF A
 JK1099'2-INCH PIPE PROTRUDING ABOUT 18 INCHES FROM AN OLD FLAG POLE
 JK1099'CONCRETE BASE AND 4.2 FEET NORTHEAST OF A METAL WITNESS POST.
 JK1099'
 JK1099'REFERENCE MARK NUMBER 3 DISK IS STAMPED BRAGDON 2 NO 3 1975,
 JK1099'CLAMPED TO THE TOP OF A COPPERCOATED ROD WHICH IS ATTACHED TO AN
 JK1099'OCTAGON SHAPED STEEL PLATE THAT IS BURRIED IN THE GROUND ABOUT 3
 JK1099'FEET AND SURROUNDED BY A 4-INCH TILE AND GRAVEL AT TOP.  MARK IS
 JK1099'11.2 FEET NORTH-NORTHEAST OF THE METAL WITNESS POST.
 JK1099'
 JK1099'REFERENCE MARK NUMBER 4 DISK IS STAMPED BRAGDON 2 NO 4 1975,
 JK1099'CLAMPED TO THE TOP OF COPPERCOATED ROD WHICH IS ATTACHED TO AN
 JK1099'OCTAGON SHAPED STEEL PLATE THAT IS BURRIED IN THE GROUND ABOUT 3
 JK1099'FEET AND SURROUNDED BY A 4-INCH TILE AND GRAVEL AT TOP.  MARK IS
 JK1099'17.6 FEET SOUTH OF THE METAL WITNESS POST.
 JK1099'
 JK1099'AZIMUTH MARK IS AN AZIMUTH MARK DISK, STAMPED BRAGDON 1949,
 JK1099'CEMENT-IN A DRILL HOLE, IN THE TOP AND AT THE NORTHWEST CORNER OF A
 JK1099'6 X 6X 2 FEET CONCRETE BASE FOR AN L SHAPED SIGNAL LIGHT FOR THE
 JK1099'SANTA FE RAILROAD.  MARK IS 10 FEET WEST OF THE WEST RAIL OF THE
 JK1099'TRACK.
 JK1099'
 JK1099'NEAREST TOWN--PUEBLO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0806 ***********************************************************************
 JJ0806  DESIGNATION -  BRANDON
 JJ0806  PID         -  JJ0806
 JJ0806  STATE/COUNTY-  CO/KIOWA
 JJ0806  USGS QUAD   -  BRANDON (1968)
 JJ0806
 JJ0806                         *CURRENT SURVEY CONTROL
 JJ0806  ___________________________________________________________________
 JJ0806* NAD 83(1992)-  38 22 57.32551(N)    102 27 17.77809(W)     ADJUSTED  
 JJ0806* NAVD 88     -      1221.     (meters)    4006.     (feet)  SCALED    
 JJ0806  ___________________________________________________________________
 JJ0806  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 JJ0806  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 JJ0806
 JJ0806  HORZ ORDER  -  SECOND
 JJ0806
 JJ0806.The horizontal coordinates were established by classical geodetic methods
 JJ0806.and adjusted by the National Geodetic Survey in January 1993..
 JJ0806
 JJ0806.The orthometric height was scaled from a topographic map.
 JJ0806
 JJ0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0806
 JJ0806.The geoid height was determined by GEOID03.
 JJ0806
 JJ0806;                    North         East     Units Scale Factor Converg.
 JJ0806;SPC CO S     -   499,582.352 1,180,412.134   MT  0.99999113   +1 52 04.0
 JJ0806;SPC CO S     - 1,639,046.43  3,872,735.48   sFT  0.99999113   +1 52 04.0
 JJ0806;UTM  13      - 4,251,332.336   722,300.647   MT  1.00020863   +1 34 51.2
 JJ0806
 JJ0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0806!SPC CO S     -   0.99981215  x   0.99999113  =   0.99980328
 JJ0806!UTM  13      -   0.99981215  x   1.00020863  =   1.00002074
 JJ0806
 JJ0806:                Primary Azimuth Mark                     Grid Az
 JJ0806:SPC CO S     -  BRANDON TALLMAN GRAIN CO ELEV            011 40 01.6
 JJ0806:UTM  13      -  BRANDON TALLMAN GRAIN CO ELEV            011 57 14.4
 JJ0806
 JJ0806|---------------------------------------------------------------------|
 JJ0806| PID    Reference Object                     Distance      Geod. Az  |
 JJ0806|                                                           dddmmss.s |
 JJ0806| JJ0808 BRANDON TALLMAN GRAIN CO ELEV       APPROX. 7.6 KM 0133205.6 |
 JJ0806| CM8496 BRANDON RM 1                         20.552 METERS 04549     |
 JJ0806| CM8498 BRANDON RM 3                         19.178 METERS 15244     |
 JJ0806| CM8497 BRANDON RM 2                         19.410 METERS 15316     |
 JJ0806| CM8495 BRANDON AZ MK                                      2685514.8 |
 JJ0806|---------------------------------------------------------------------|
 JJ0806
 JJ0806                          SUPERSEDED SURVEY CONTROL
 JJ0806
 JJ0806  NAD 83(1986)-  38 22 57.32367(N)    102 27 17.77327(W) AD(       ) 2
 JJ0806  NAD 27      -  38 22 57.28063(N)    102 27 16.09428(W) AD(       ) 2
 JJ0806
 JJ0806.Superseded values are not recommended for survey control.
 JJ0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0806.See file dsdata.txt to determine how the superseded data were derived.
 JJ0806
 JJ0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC2230151332(NAD 83)
 JJ0806_MARKER: DS = TRIANGULATION STATION DISK
 JJ0806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0806
 JJ0806  HISTORY     - Date     Condition        Report By
 JJ0806  HISTORY     - 1954     MONUMENTED       CGS
 JJ0806  HISTORY     - 1968     SEE DESCRIPTION  CGS
 JJ0806  HISTORY     - 1971     GOOD             LOCENG
 JJ0806
 JJ0806                          STATION DESCRIPTION
 JJ0806
 JJ0806'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0806'THE STATION IS LOCATED NEAR THE TOP OF A LOW HILL AT A SHARP
 JJ0806'CURVE IN A GRAVELED ROAD.  IT IS ABOUT 11 MILES AIRLINE
 JJ0806'SOUTHWEST OF SHERIDAN LAKE, ABOUT 18 MILES AIRLINE EAST-SOUTHEAST
 JJ0806'OF EADS, AND ABOUT 22 MILES AIRLINE NORTH-NORTHEAST OF LAMAR.
 JJ0806'
 JJ0806'TO REACH THE STATION FROM THE POST OFFICE IN BRANDON, GO WEST
 JJ0806'ON A GRAVELED ROAD 0.4 MILE TO A SIDE ROAD ON THE LEFT.  TURN
 JJ0806'LEFT AND GO SOUTH 3.3 MILES TO A T-ROAD.  TURN RIGHT AND GO WEST
 JJ0806'0.5 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH 0.9
 JJ0806'MILE TO A SHARP RIGHT TURN AND THE STATION ON THE RIGHT.
 JJ0806'
 JJ0806'THE STATION MARK IS A STANDARD DISK STAMPED BRANDON 1954 SET
 JJ0806'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 JJ0806'1 INCH ABOVE THE GROUND.  IT IS 1 FOOT SOUTH OF A FENCE LINE, 6
 JJ0806'FEET EAST OF A WITNESS POST, AND 29 FEET NORTH OF THE CENTERLINE
 JJ0806'OF THE ROAD.
 JJ0806'
 JJ0806'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED BRANDON
 JJ0806'NO 1 1954 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 JJ0806'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 1 FOOT EAST OF A FENCE
 JJ0806'LINE AND 18 INCHES LOWER THAN THE STATION.
 JJ0806'
 JJ0806'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED BRANDON
 JJ0806'NO 2 1954 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 JJ0806'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 1 FOOT NORTH OF A
 JJ0806'FENCE LINE AND 2 FEET HIGHER THAN THE STATION.
 JJ0806'
 JJ0806'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BRANDON 1954 SET
 JJ0806'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 2
 JJ0806'INCHES ABOVE THE GROUND.  IT IS 2 FEET SOUTH OF A FENCE LINE
 JJ0806'AND 28 FEET NORTH OF THE CENTERLINE OF THE ROAD.  TO REACH THE
 JJ0806'AZIMUTH MARK FROM THE STATION GO WEST ON THE ROAD 0.7 MILE TO
 JJ0806'THE TOP OF A LOW RISE AND THE AZIMUTH MARK ON THE RIGHT.
 JJ0806
 JJ0806                          STATION RECOVERY (1968)
 JJ0806
 JJ0806'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JJ0806'THE STATION SURFACE MARK AND REFERENCE MARK NO. 2 WERE DESTROYED
 JJ0806'BY ROAD CONSTRUCTION.  THE UNDERGROUND STATION MARK, REFERENCE
 JJ0806'MARK NO. 1 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN
 JJ0806'GOOD CONDITION.
 JJ0806'
 JJ0806'A NEW SURFACE STATION MARK AND REFERENCE MARK NO. 3 WAS SET.
 JJ0806'
 JJ0806'FOLLOWING IS A NEW DESCRIPTION.
 JJ0806'
 JJ0806'TO REACH THE STATION FROM THE POST OFFICE IN BRANDON, GO WEST
 JJ0806'ON A GRAVELED ROAD FOR 0.35 MILE TO A CROSSROAD.  TURN LEFT
 JJ0806'AND GO SOUTH ON A GRAVELED ROAD FOR 3.35 MILES TO A T-INTERSECTION.
 JJ0806'TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 0.5 MILE TO A
 JJ0806'POINT WHERE THE ROAD CURVES SOUTH.  TURN LEFT AND GO SOUTH ON THE
 JJ0806'GRAVELED ROAD FOR 1.0 MILE TO A POINT WHERE THE ROAD CURVES
 JJ0806'WEST AND THE STATION ON THE RIGHT.
 JJ0806'
 JJ0806'STATION SURFACE MARK, A STANDARD DISK STAMPED BRANDON 1954 1968,
 JJ0806'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 2
 JJ0806'INCHES.  IT IS 41.5 FEET SOUTHWEST OF A CORNER FENCE POST, 28
 JJ0806'FEET SOUTH OF AN EAST-WEST FENCE, 27 FEET NORTH OF THE CENTER
 JJ0806'OF THE ROAD, 6 FEET EAST OF A WOODEN WITNESS POST, AND 3 FEET
 JJ0806'SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND MARK, A STANDARD
 JJ0806'DISK STAMPED BRANDON 1954, IS SET IN THE TOP OF AN IRREGULAR
 JJ0806'MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE GROUND.
 JJ0806'
 JJ0806'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED BRANDON NO. 1
 JJ0806'1954, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 JJ0806'3 INCHES.  IT IS 31 FEET WEST OF THE CENTER OF THE ROAD, 27.5
 JJ0806'FEET SOUTHWEST OF A CORNER FENCE POST, 26 FEET NORTHEAST OF
 JJ0806'A CORNER FENCE POST, AND 6 FEET EAST OF A FENCE.
 JJ0806'
 JJ0806'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BRANDON 1954 NO. 3
 JJ0806'1968, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 JJ0806'4 INCHES.  IT IS 64 FEET EAST OF A RAILROAD TIE AT A GAP IN
 JJ0806'FENCE, 39 FEET SOUTH OF THE CENTER OF THE ROAD, AND 2 FEET
 JJ0806'NORTH OF A FENCE.
 JJ0806'
 JJ0806'AZIMUTH MARK, A STANDARD DISK STAMPED BRANDON 1954, IS SET IN THE
 JJ0806'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 10 INCHES.  IT IS
 JJ0806'30.5 FEET NORTH OF THE CENTER OF THE ROAD, 17 FEET SOUTH OF A
 JJ0806'FENCE, 1.5 FEET NORTH OF A METAL WITNESS POST.
 JJ0806'
 JJ0806'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON THE
 JJ0806'GRAVELED ROAD FOR 0.7 MILE TO THE MARK ON THE RIGHT.
 JJ0806'
 JJ0806'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 4-1/2
 JJ0806'MILES SOUTH OF BRANDON
 JJ0806
 JJ0806                          STATION RECOVERY (1971)
 JJ0806
 JJ0806'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (ATL)
 JJ0806'RECOVERED BY M.J. HARDEN ASSOC INC
 JJ0806'
 JJ0806'BRANDON 1954 1968-GOOD
 JJ0806'
 JJ0806'DID NOT SEARCH FOR R.M.S OR AZ. MK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0808 ***********************************************************************
 JJ0808  DESIGNATION -  BRANDON TALLMAN GRAIN CO ELEV
 JJ0808  PID         -  JJ0808
 JJ0808  STATE/COUNTY-  CO/KIOWA
 JJ0808  USGS QUAD   -  BRANDON (1968)
 JJ0808
 JJ0808                         *CURRENT SURVEY CONTROL
 JJ0808  ___________________________________________________________________
 JJ0808* NAD 83(1992)-  38 26 58.33698(N)    102 26 04.00053(W)     ADJUSTED  
 JJ0808* NAVD 88     -                                                        
 JJ0808  ___________________________________________________________________
 JJ0808  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 JJ0808  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 JJ0808
 JJ0808  HORZ ORDER  -  THIRD
 JJ0808
 JJ0808.The horizontal coordinates were established by classical geodetic methods
 JJ0808.and adjusted by the National Geodetic Survey in January 1993..
 JJ0808
 JJ0808
 JJ0808.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0808
 JJ0808.The geoid height was determined by GEOID03.
 JJ0808
 JJ0808;                    North         East     Units Scale Factor Converg.
 JJ0808;SPC CO S     -   507,068.364 1,181,957.943   MT  1.00000300   +1 52 49.2
 JJ0808;SPC CO S     - 1,663,606.79  3,877,807.02   sFT  1.00000300   +1 52 49.2
 JJ0808;UTM  13      - 4,258,812.165   723,884.096   MT  1.00021732   +1 35 45.6
 JJ0808
 JJ0808                          SUPERSEDED SURVEY CONTROL
 JJ0808
 JJ0808  NAD 83(1986)-  38 26 58.33524(N)    102 26 03.99540(W) AD(       ) 4
 JJ0808  NAD 27      -  38 26 58.29850(N)    102 26 02.31777(W) AD(       ) 3
 JJ0808
 JJ0808.Superseded values are not recommended for survey control.
 JJ0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0808.See file dsdata.txt to determine how the superseded data were derived.
 JJ0808
 JJ0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC2388458812(NAD 83)
 JJ0808_MARKER: 65 = GRAIN ELEVATOR
 JJ0808
 JJ0808  HISTORY     - Date     Condition        Report By
 JJ0808  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0808  HISTORY     - 1974     GOOD             NGS
 JJ0808
 JJ0808                          STATION DESCRIPTION
 JJ0808
 JJ0808'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0808'THE STATION IS LOCATED IN THE NORTHEAST PART OF THE VILLAGE OF
 JJ0808'BRANDON.
 JJ0808'
 JJ0808'THE ELEVATOR IS A LARGE, CONCRETE STRUCTURE, CONSISTING OF FOUR
 JJ0808'CYLINDRICAL BINS, ABOUT 145 FEET HIGH.  THE HEADHOUSE IS A
 JJ0808'CONTINUATION OF THE BIN WALLS.  THE CENTER OF THE TOP WAS
 JJ0808'INTERSECTED.
 JJ0808
 JJ0808                          STATION RECOVERY (1974)
 JJ0808
 JJ0808'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JJ0808'STATION RECOVERED AND IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0421 ***********************************************************************
 HJ0421  DESIGNATION -  BRAVO
 HJ0421  PID         -  HJ0421
 HJ0421  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0421  USGS QUAD   -  O V MESA (1993)
 HJ0421
 HJ0421                         *CURRENT SURVEY CONTROL
 HJ0421  ___________________________________________________________________
 HJ0421* NAD 83(1992)-  37 33 59.81378(N)    103 42 57.57718(W)     ADJUSTED  
 HJ0421* NAVD 88     -      1631.0    (meters)    5351.     (feet)  VERTCON   
 HJ0421  ___________________________________________________________________
 HJ0421  X           -  -1,200,526.503 (meters)                     COMP
 HJ0421  Y           -  -4,918,790.074 (meters)                     COMP
 HJ0421  Z           -   3,868,408.813 (meters)                     COMP
 HJ0421  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 HJ0421  ELLIP HEIGHT-        1610.22  (meters)          (12/03/02) GPS OBS
 HJ0421  GEOID HEIGHT-         -20.81  (meters)                     GEOID03
 HJ0421
 HJ0421  HORZ ORDER  -  FIRST
 HJ0421  ELLP ORDER  -  FOURTH    CLASS II
 HJ0421
 HJ0421.The horizontal coordinates were established by GPS observations
 HJ0421.and adjusted by the National Geodetic Survey in December 2002..
 HJ0421
 HJ0421.The NAVD 88 height was computed by applying the VERTCON shift value to
 HJ0421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HJ0421
 HJ0421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HJ0421
 HJ0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0421
 HJ0421.The ellipsoidal height was determined by GPS observations
 HJ0421.and is referenced to NAD 83.
 HJ0421
 HJ0421.The geoid height was determined by GEOID03.
 HJ0421
 HJ0421;                    North         East     Units Scale Factor Converg.
 HJ0421;SPC CO S     -   406,185.021 1,071,996.656   MT  0.99995624   +1 05 39.4
 HJ0421;SPC CO S     - 1,332,625.36  3,517,042.36   sFT  0.99995624   +1 05 39.4
 HJ0421;UTM  13      - 4,158,506.557   613,394.975   MT  0.99975838   +0 46 58.5
 HJ0421
 HJ0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0421!SPC CO S     -   0.99974739  x   0.99995624  =   0.99970364
 HJ0421!UTM  13      -   0.99974739  x   0.99975838  =   0.99950583
 HJ0421
 HJ0421:                Primary Azimuth Mark                     Grid Az
 HJ0421:SPC CO S     -  BRAVO AZ MK                              349 18 33.0
 HJ0421:UTM  13      -  BRAVO AZ MK                              349 37 13.9
 HJ0421
 HJ0421|---------------------------------------------------------------------|
 HJ0421| PID    Reference Object                     Distance      Geod. Az  |
 HJ0421|                                                           dddmmss.s |
 HJ0421| HJ0422 BRAVO AZ MK                         APPROX. 0.5 KM 3502412.4 |
 HJ0421|---------------------------------------------------------------------|
 HJ0421
 HJ0421                          SUPERSEDED SURVEY CONTROL
 HJ0421
 HJ0421  ELLIP H (12/21/93) 1610.26   (m)                       GP(       ) 4 1
 HJ0421  NAD 83(1992)-  37 33 59.81461(N)    103 42 57.57606(W) AD(       ) 1
 HJ0421  ELLIP H (01/07/93) 1610.26   (m)                       GP(       ) 4 2
 HJ0421  NAD 83(1986)-  37 33 59.79972(N)    103 42 57.57621(W) AD(       ) 1
 HJ0421  NAD 27      -  37 33 59.75959(N)    103 42 55.73665(W) AD(       ) 1
 HJ0421  NGVD 29 (11/20/87) 1630.3    (m)         5349.     (f) GPS OBS        
 HJ0421
 HJ0421.Superseded values are not recommended for survey control.
 HJ0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0421.See file dsdata.txt to determine how the superseded data were derived.
 HJ0421
 HJ0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB1339558507(NAD 83)
 HJ0421_MARKER: DH = HORIZONTAL CONTROL DISK
 HJ0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0421_MAGNETIC: N = NO MAGNETIC MATERIAL
 HJ0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0421+STABILITY: SURFACE MOTION
 HJ0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HJ0421+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1986
 HJ0421
 HJ0421  HISTORY     - Date     Condition        Report By
 HJ0421  HISTORY     - 1985     MONUMENTED       USA
 HJ0421  HISTORY     - 19860513 GOOD
 HJ0421
 HJ0421                          STATION DESCRIPTION
 HJ0421
 HJ0421'DESCRIBED BY US ARMY 1985 (LWD)
 HJ0421'THE STATION IS LOCATED ABOUT 53.1 KM (33.0 MI)
 HJ0421'SOUTH-SOUTHWEST OF LAJUNTA,
 HJ0421'53.1 KM (33.0 MI) NORTHEAST OF MODEL ON THE EASTERN END OF THE
 HJ0421'BALCK HILLS IN AN OPEN AREA ON THE NORTHEAST END OF THE MILITARY
 HJ0421'RESERVATION.
 HJ0421'OWNERSHIP--U.S. ARMY. CONTACT DIVISION ARTILLERY SURVEY INFORMATION
 HJ0421'CENTER, HHB 4TH INFANTRY DIVISION ARTILLERY, FORT CARSON, COLORADO
 HJ0421'80913-5428.  TELEPHONE 303-579-2131..
 HJ0421'
 HJ0421'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 350 AND
 HJ0421'COUNTY ROAD 99 IN THE TOWN OF MODEL, IN LAS ANIMAS COUNTY, COLORADO. F
 HJ0421'GO NORTHEAST FOR 16.5 KM (10.25 MI) ON HIGHWAY 350 TO THE MAIN
 HJ0421'ENTRANCE TO PINON CANYON MANEUVER SITE AND A ROAD RIGHT.
 HJ0421'TURN RIGHT AND GO EAST FOR 15.5 KM (9.65 MI) ON MAIN MANEUVER SITE
 HJ0421'ROAD TO THE INTERSECTION OF PIPELINE ROAD,
 HJ0421'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 20.8 KM (12.95 MI) ON SAME
 HJ0421'ROAD TO THE INTERSECTION OF A NORTH-SOUTH TANK TRAIL.
 HJ0421'TURN LEFT AND GO NORTH FOR 2.3 KM (1.45 MI) ON TANK TRAIL TO A
 HJ0421'TRACK ROAD RIGHT.
 HJ0421'TURN RIGHT AND GO EAST FOR 2.9 KM (1.85 MI) ON TRACK ROAD TO THE
 HJ0421'INTERSECTION OF A NORTH-SOUTH TRACK ROAD, CONTINUE AHEAD UP THE
 HJ0421'BLACK HILLS FOR 0.4 KM (0.25 MI)TO A FORK IN THE ROAD.  TAKE THE
 HJ0421'RIGHT FORK, SOUTHEASTERLY THEN SOUTHERLY FOR 6.8 KM (4.25 MI)
 HJ0421'AND THE STATION ON LEFT.
 HJ0421'
 HJ0421'THE STATION IS A STANDARD NGS DISK
 HJ0421'STAMPED---BRAVO GPS 1985---,
 HJ0421'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HJ0421'35 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 HJ0421'1.4 METERS (4.6 FT) EAST FROM AN ORANGE WITNESS POST
 HJ0421'45.5 METERS (149.3 FT) EAST FROM THE CENTERLINE OF TRACK ROAD
 HJ0421'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 HJ0421'STAMPED---BRAVO GPS 1985---,
 HJ0421'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 HJ0421'
 HJ0421'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 HJ0421'STAMPED---BRAVO GPS N0 1 1985---,
 HJ0421'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HJ0421'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 HJ0421'1.6 METERS (5.2 FT) WEST FROM A STEEL WITNESS POST
 HJ0421'14 METERS (45.9 FT) SOUTH FROM A 10 FOOT DIAMETER CEDAR BUSH
 HJ0421'14 METERS (45.9 FT) NORTH FROM A 10 FOOT DIAMETER CEDAR BUSH
 HJ0421'MARK IS 0.6 METERS ABOVE THE STATION.
 HJ0421'
 HJ0421'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 HJ0421'STAMPED---BRAVO GPS N0 2 1985---,
 HJ0421'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HJ0421'33 CM IN DIAMETER RECESSED 5.0 CM BELOW GROUND.  LOCATED
 HJ0421'1.1 METERS (3.6 FT) NORTH FROM A STEEL WITNESS POST
 HJ0421'00 METERS (00 FT) NORTH FROM AN NOTHING USED
 HJ0421'MARK IS LEVEL WITH THE STATION.
 HJ0421'
 HJ0421'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 HJ0421'STAMPED---BRAVO GPS 1985---,
 HJ0421'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HJ0421'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 HJ0421'0.9 METERS (3.1 FT) SOUTH-SOUTHWEST FROM A STEEL WITNESS POST
 HJ0421'2.3 METERS (7.6 FT) EAST FROM A 8 FOOT TALL CEDAR TREE
 HJ0421'TO REACH THE AZIMUTH FROM THE STATION,
 HJ0421'GO NORTH FOR 0.6 KM (0.4 MI)  CROSS COUNTRY THROUGH A BREAK IN
 HJ0421'THE TREES AND THE AZIMUTH MARK
 HJ0421'
 HJ0421'DESCRIBED BY CIM.
 HJ0421
 HJ0421                          STATION RECOVERY (1986)
 HJ0421
 HJ0421'RECOVERED 1986
 HJ0421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1274 ***********************************************************************
 JK1274  DESIGNATION -  BREECE
 JK1274  PID         -  JK1274
 JK1274  STATE/COUNTY-  CO/CUSTER
 JK1274  USGS QUAD   -  DEER PEAK (1994)
 JK1274
 JK1274                         *CURRENT SURVEY CONTROL
 JK1274  ___________________________________________________________________
 JK1274* NAD 83(1992)-  38 02 38.32665(N)    105 14 02.70180(W)     ADJUSTED  
 JK1274* NAVD 88     -      3277.5    (meters)   10753.     (feet)  VERTCON   
 JK1274  ___________________________________________________________________
 JK1274  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 JK1274  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 JK1274
 JK1274  HORZ ORDER  -  THIRD
 JK1274
 JK1274.The horizontal coordinates were established by classical geodetic methods
 JK1274.and adjusted by the National Geodetic Survey in January 1993..
 JK1274
 JK1274.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1274
 JK1274.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1274
 JK1274.The geoid height was determined by GEOID03.
 JK1274
 JK1274;                    North         East     Units Scale Factor Converg.
 JK1274;SPC CO S     -   457,694.585   937,742.795   MT  0.99995208   +0 09 47.2
 JK1274;SPC CO S     - 1,501,619.65  3,076,577.82   sFT  0.99995208   +0 09 47.2
 JK1274;UTM  13      - 4,210,720.526   479,460.331   MT  0.99960520   -0 08 39.3
 JK1274
 JK1274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1274!SPC CO S     -   0.99948832  x   0.99995208  =   0.99944042
 JK1274!UTM  13      -   0.99948832  x   0.99960520  =   0.99909372
 JK1274
 JK1274:                Primary Azimuth Mark                     Grid Az
 JK1274:SPC CO S     -  LAPIN                                    191 32 43.9
 JK1274:UTM  13      -  LAPIN                                    191 51 10.4
 JK1274
 JK1274|---------------------------------------------------------------------|
 JK1274| PID    Reference Object                     Distance      Geod. Az  |
 JK1274|                                                           dddmmss.s |
 JK1274| JK1275 LAPIN                               APPROX. 4.0 KM 1914231.1 |
 JK1274|---------------------------------------------------------------------|
 JK1274
 JK1274                          SUPERSEDED SURVEY CONTROL
 JK1274
 JK1274  NAD 83(1986)-  38 02 38.31500(N)    105 14 02.69936(W) AD(       ) 3
 JK1274  NAD 27      -  38 02 38.29833(N)    105 14 00.69803(W) AD(       ) 3
 JK1274  NGVD 29 (07/19/86) 3276.1    (m)        10748.     (f) VERT ANG       
 JK1274
 JK1274.Superseded values are not recommended for survey control.
 JK1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1274.See file dsdata.txt to determine how the superseded data were derived.
 JK1274
 JK1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC7946010721(NAD 83)
 JK1274_MARKER: A = ALUMINUM MARKER
 JK1274_SETTING: 66 = SET IN ROCK OUTCROP
 JK1274_SP_SET: SET IN ROCK OUTCROP
 JK1274_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK1274+STABILITY: POSITION/ELEVATION WELL
 JK1274
 JK1274  HISTORY     - Date     Condition        Report By
 JK1274  HISTORY     - 1953     MONUMENTED       USGS
 JK1274
 JK1274                          STATION DESCRIPTION
 JK1274
 JK1274'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 JK1274'STATION IS LOCATED ABOUT 14.0 MI. (AIRLINE) SE. OF WESTCLIFFE, ON A
 JK1274'HIGH TIMBER COVERED RIDGE.
 JK1274'
 JK1274'TO REACH FROM WESTCLIFFE POST OFFICE, PROCEED S. ON STATE HIGHWAY 69
 JK1274'10.5 MI. TO FIRST RD. JUNCTION E. AFTER CROSSING ANTELOPE CREEK,
 JK1274'THENCE LEFT, CONTINUE 2.7 MI. ALONG UNIMPROVED DIRT RD. PARALLELING
 JK1274'DRAIN TO RD. FORK, THEN LEFT, ACROSS DRAIN 0.1 MI. TO RD. FORK, THEN
 JK1274'LEFT 1.1 MI. TO RD. FORK ON RIDGE AFTER LEAVING DRAINAGE, THENCE RIGHT
 JK1274'ALONG TWO TRACK RD. 5.8 MI. TO A POINT NEAR THE HEAD OF LAPIN CREEK,
 JK1274'WHERE THE RD. SWINGS S. THROUGH HEAD OF DRAIN.  LEAVE RD. AND
 JK1274'CONTINUE NE. 0.1 MI. TO SADDLE AND EDGE OF TIMBER.  END OF TRUCK
 JK1274'TRAVEL.  PACK N. AND E. FROM SADDLE INTO DRAIN, UP DRAINAGE PAST
 JK1274'SOME SMALL BEAVER PONDS, THEN NW. OUT OF DRAIN AND THROUGH SADDLE
 JK1274'ONTO W. FACE OF RIDGE RUNNING NW.  STATION IS ON HIGH POINT ON NW.
 JK1274'END OF THIS RIDGE, BUT LOWER THAN MAIN POINT ON RIDGE.  ABOUT A 1
 JK1274'HOUR PACK.
 JK1274'
 JK1274'STATION MARK--STANDARD ALUMINUM TABLET, CEMENTED IN ROCK OUTCROP,
 JK1274'STAMPED ---BREECE 1953---.
 JK1274'
 JK1274'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1200 ***********************************************************************
 JK1200  DESIGNATION -  BREED
 JK1200  PID         -  JK1200
 JK1200  STATE/COUNTY-  CO/EL PASO
 JK1200  USGS QUAD   -  PIKEVIEW (1994)
 JK1200
 JK1200                         *CURRENT SURVEY CONTROL
 JK1200  ___________________________________________________________________
 JK1200* NAD 83(1992)-  38 57 28.58281(N)    104 45 35.75911(W)     ADJUSTED  
 JK1200* NAVD 88     -      2123.6    (meters)    6967.     (feet)  VERTCON   
 JK1200  ___________________________________________________________________
 JK1200  LAPLACE CORR-          -8.80  (seconds)                    DEFLEC99
 JK1200  GEOID HEIGHT-         -17.03  (meters)                     GEOID03
 JK1200
 JK1200  HORZ ORDER  -  THIRD
 JK1200
 JK1200.The horizontal coordinates were established by classical geodetic methods
 JK1200.and adjusted by the National Geodetic Survey in January 1993..
 JK1200
 JK1200.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1200
 JK1200.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1200
 JK1200.The geoid height was determined by GEOID03.
 JK1200
 JK1200;                    North         East     Units Scale Factor Converg.
 JK1200;SPC CO C     -   429,901.026   978,544.481   MT  0.99993901   +0 28 00.3
 JK1200;SPC CO C     - 1,410,433.62  3,210,441.35   sFT  0.99993901   +0 28 00.3
 JK1200;UTM  13      - 4,312,136.518   520,800.130   MT  0.99960533   +0 09 03.4
 JK1200
 JK1200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1200!SPC CO C     -   0.99966960  x   0.99993901  =   0.99960863
 JK1200!UTM  13      -   0.99966960  x   0.99960533  =   0.99927506
 JK1200
 JK1200:                Primary Azimuth Mark                     Grid Az
 JK1200:SPC CO C     -  LONGS                                    111 59 05.8
 JK1200:UTM  13      -  LONGS                                    112 18 02.7
 JK1200
 JK1200|---------------------------------------------------------------------|
 JK1200| PID    Reference Object                     Distance      Geod. Az  |
 JK1200|                                                           dddmmss.s |
 JK1200| JK1168 LONGS                               APPROX. 4.5 KM 1122706.1 |
 JK1200|---------------------------------------------------------------------|
 JK1200
 JK1200                          SUPERSEDED SURVEY CONTROL
 JK1200
 JK1200  NAD 83(1986)-  38 57 28.57441(N)    104 45 35.75510(W) AD(       ) 3
 JK1200  NAD 27      -  38 57 28.60936(N)    104 45 33.85324(W) AD(       ) 3
 JK1200  NGVD 29 (07/19/86) 2122.4    (m)         6963.     (f) VERT ANG       
 JK1200
 JK1200.Superseded values are not recommended for survey control.
 JK1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1200.See file dsdata.txt to determine how the superseded data were derived.
 JK1200
 JK1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED2080012137(NAD 83)
 JK1200_MARKER: DD = SURVEY DISK
 JK1200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1200_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JK1200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK1200+STABILITY: SURFACE MOTION
 JK1200
 JK1200  HISTORY     - Date     Condition        Report By
 JK1200  HISTORY     - 1947     MONUMENTED       USGS
 JK1200
 JK1200                          STATION DESCRIPTION
 JK1200
 JK1200'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JK1200'THIS STATION IS LOCATED IN SEC. 34, T 12 S, R 66 W, APPROXIMATELY
 JK1200'9.5 MI. NE. OF THE COLORADO SPRINGS POST OFFICE.
 JK1200'
 JK1200'TO REACH BY AUTO, TRAVEL N. ON U.S. HIGHWAY 85 10.1 MI. FROM COLORADO
 JK1200'SPRINGS POST OFFICE TO INTERSECTION OF BURGESS ROAD TO BLACK FOREST,
 JK1200'THENCE RIGHT (E.) 2.0 MI. TO REVERSE J. DIAMOND RANCH, THENCE RIGHT
 JK1200'(S.) ALONG RANCH RD. 1.0 MI. TO GATE AND FORKS, THENCE LEFT (E.) 0.9
 JK1200'MI. TO GATE, STATION LIES ON RIDGE 0.3 MI. E. ALONG FENCE AND 150
 JK1200'FT. S.
 JK1200'
 JK1200'STATION MARK--STANDARD TABLET SET IN AN 8 X 8 X 48 IN. CONCRETE POST
 JK1200'PROJECTING 4 IN. ABOVE GROUND AND STAMPED ---BREED 1947---.
 JK1200'
 JK1200'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN AN 8 X 8 X 48
 JK1200'IN. CONCRETE POST PROJECTING 4 IN. ABOVE GROUND AND STAMPED ---BREED
 JK1200'RM 1---, 186.40 FT. DISTANT, N 52 DEG 23 MIN E, FROM STATION.
 JK1200'
 JK1200'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN AN 8 X 8 X 48
 JK1200'IN. CONCRETE POST PROJECTING 4 IN. ABOVE GROUND AND STAMPED ---BREED
 JK1200'RM 2---, 50.40 FT. DISTANT, S 31 DEG 12 MIN E, FROM STATION.
 JK1200'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4272 ***********************************************************************
 AE4272  DESIGNATION -  BREMER
 AE4272  PID         -  AE4272
 AE4272  STATE/COUNTY-  CO/EL PASO
 AE4272  USGS QUAD   -  PALMER LAKE (1994)
 AE4272
 AE4272                         *CURRENT SURVEY CONTROL
 AE4272  ___________________________________________________________________
 AE4272* NAD 83(1992)-  39 03 11.09270(N)    104 54 22.15484(W)     ADJUSTED  
 AE4272* NAVD 88     -      2211.6    (meters)    7256.     (feet)  GPS OBS   
 AE4272  ___________________________________________________________________
 AE4272  X           -  -1,276,233.502 (meters)                     COMP
 AE4272  Y           -  -4,794,365.660 (meters)                     COMP
 AE4272  Z           -   3,998,278.300 (meters)                     COMP
 AE4272  LAPLACE CORR-         -19.60  (seconds)                    DEFLEC99
 AE4272  ELLIP HEIGHT-        2195.69  (meters)          (12/03/02) GPS OBS
 AE4272  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 AE4272
 AE4272  HORZ ORDER  -  FIRST
 AE4272  ELLP ORDER  -  FOURTH    CLASS II
 AE4272
 AE4272.The horizontal coordinates were established by GPS observations
 AE4272.and adjusted by the National Geodetic Survey in October 1997..
 AE4272
 AE4272.The orthometric height was determined by GPS observations and a
 AE4272.high-resolution geoid model.
 AE4272
 AE4272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4272
 AE4272.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4272
 AE4272.The ellipsoidal height was determined by GPS observations
 AE4272.and is referenced to NAD 83.
 AE4272
 AE4272.The geoid height was determined by GEOID03.
 AE4272
 AE4272;                    North         East     Units Scale Factor Converg.
 AE4272;SPC CO C     -   440,369.303   965,802.460   MT  0.99993626   +0 22 28.3
 AE4272;SPC CO C     - 1,444,778.29  3,168,636.90   sFT  0.99993626   +0 22 28.3
 AE4272;UTM  13      - 4,322,671.289   508,120.205   MT  0.99960081   +0 03 32.9
 AE4272
 AE4272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4272!SPC CO C     -   0.99965563  x   0.99993626  =   0.99959191
 AE4272!UTM  13      -   0.99965563  x   0.99960081  =   0.99925657
 AE4272
 AE4272                          SUPERSEDED SURVEY CONTROL
 AE4272
 AE4272  ELLIP H (10/31/97) 2195.70   (m)                       GP(       ) 4 1
 AE4272
 AE4272.Superseded values are not recommended for survey control.
 AE4272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4272.See file dsdata.txt to determine how the superseded data were derived.
 AE4272
 AE4272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED0812022671(NAD 83)
 AE4272_MARKER: DH = HORIZONTAL CONTROL DISK
 AE4272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4272_STAMPING: BREMER 1996
 AE4272_MARK LOGO: NGS   
 AE4272_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE4272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4272+STABILITY: SURFACE MOTION
 AE4272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4272+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4272
 AE4272  HISTORY     - Date     Condition        Report By
 AE4272  HISTORY     - 1996     MONUMENTED       NGS
 AE4272
 AE4272                          STATION DESCRIPTION
 AE4272
 AE4272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE4272'THE STATION IS LOCATED ABOUT 16 MI (25.7 KM) NORTH-NORTHWEST OF
 AE4272'COLORADO SPRINGS, 8.5 MI (13.7 KM) NORTHWEST OF THE SOUTH ENTRANCE TO
 AE4272'THE AIR FORCE ACADAMY AND 3 MI (4.8 KM) SOUTHWEST OF MONUMENT, IN THE
 AE4272'NORTHEAST 1/4 OF SECTION 32, T 11 S, R 67 W.  OWNERSHIP--LARIMER
 AE4272'COUNTY ROAD RIGHT-OF-WAY  TO REACH THE STATION FROM THE INTERSECTION
 AE4272'OF INTERSTATE 25 AND EXIT 158, BAPTIST ROAD, GO WEST ON BAPTIST ROAD
 AE4272'FOR 0.8 MI (1.3 KM) ON BAPTIST ROAD TO A SIDE ROAD LEFT.  TURN LEFT,
 AE4272'SOUTHWESTERLY, ON HAY CREEK ROAD FOR 2.95 MI (4.75 KM) TO THE END OF
 AE4272'HAY CREEK ROAD AND THE STATION BEHIND THE MAILBOXES ON THE NORTH  THE
 AE4272'MARK IS A STANDARD DISK SET IN A 50 CM ROUND CONCRETE POST FLUSH WITH
 AE4272'THE GROUND.  IT IS 10.3 M (33.8 FT) NORTH FROM THE INTERSECTION OF
 AE4272'DIAMONDBACK ROAD GOING TO THE WEST, PLATEAU ROAD GOING TO THE EAST AND
 AE4272'THE END OF HAY CREEK ROAD, 4.7 M (15.4 FT) NORTHEAST OF A STREET SIGN
 AE4272'FOR DIAMONDBACK AND PLATEAU ROADS, 4.6 M (15.1 FT) NORTH FROM THE EDGE
 AE4272'OF OIL AND THE END OF HAY CREEK ROAD, 0.6 M (2.0 FT) EAST FROM A
 AE4272'WITNESS POST AND ABOUT THE SAME ELEVATION AS THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2070 ***********************************************************************
 KK2070  DESIGNATION -  BRENTWOOD
 KK2070  PID         -  KK2070
 KK2070  STATE/COUNTY-  CO/EL PASO
 KK2070  USGS QUAD   -  BLACK FOREST (1975)
 KK2070
 KK2070                         *CURRENT SURVEY CONTROL
 KK2070  ___________________________________________________________________
 KK2070* NAD 83(1992)-  39 02 40.42501(N)    104 42 33.51371(W)     ADJUSTED  
 KK2070* NAVD 88     -      2343.     (meters)    7687.     (feet)  SCALED    
 KK2070  ___________________________________________________________________
 KK2070  LAPLACE CORR-          -7.41  (seconds)                    DEFLEC99
 KK2070  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 KK2070
 KK2070  HORZ ORDER  -  THIRD
 KK2070
 KK2070.The horizontal coordinates were established by classical geodetic methods
 KK2070.and adjusted by the National Geodetic Survey in January 1993..
 KK2070
 KK2070.The orthometric height was scaled from a topographic map.
 KK2070
 KK2070.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2070
 KK2070.The geoid height was determined by GEOID03.
 KK2070
 KK2070;                    North         East     Units Scale Factor Converg.
 KK2070;SPC CO C     -   439,553.505   982,848.312   MT  0.99993639   +0 29 55.2
 KK2070;SPC CO C     - 1,442,101.79  3,224,561.50   sFT  0.99993639   +0 29 55.2
 KK2070;UTM  13      - 4,321,761.949   525,155.638   MT  0.99960779   +0 10 59.2
 KK2070
 KK2070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2070!SPC CO C     -   0.99963517  x   0.99993639  =   0.99957158
 KK2070!UTM  13      -   0.99963517  x   0.99960779  =   0.99924310
 KK2070
 KK2070                          SUPERSEDED SURVEY CONTROL
 KK2070
 KK2070  NAD 83(1986)-  39 02 40.41966(N)    104 42 33.51118(W) AD(       ) 3
 KK2070
 KK2070.Superseded values are not recommended for survey control.
 KK2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2070.See file dsdata.txt to determine how the superseded data were derived.
 KK2070
 KK2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED2515621762(NAD 83)
 KK2070_MARKER: DD = SURVEY DISK
 KK2070_SETTING: 80 = SET IN A BOULDER
 KK2070_SP_SET: PARTIALLY EXPOSED BOULDER
 KK2070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK2070+STABILITY: SURFACE MOTION
 KK2070
 KK2070  HISTORY     - Date     Condition        Report By
 KK2070  HISTORY     - 1938     MONUMENTED       USGS
 KK2070  HISTORY     - 1954     GOOD             USGS
 KK2070
 KK2070                          STATION DESCRIPTION
 KK2070
 KK2070'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 KK2070'STATION ABOUT 0.5 MI. NW. OF ENTRANCE TO BRENTWOOD COUNTRY CLUB, IN
 KK2070'PASTURE OWNED BY C. N. PETERSON, ABOUT 0.5 MI. W. OF N-S. RD., 156.5
 KK2070'FT. E. OF N-S. FENCE, ABOUT 40 FT. N. OF EDGE OF TIMBER, IN SE. 1/4
 KK2070'SEC. 31, T 11 S, R 65 W.
 KK2070'
 KK2070'STATION MARK--STANDARD TABLET STAMPED ---BRENTWOOD 1938 7684---, SET
 KK2070'IN LARGE BOULDER BURIED FLUSH WITH SURFACE OF GROUND.
 KK2070'
 KK2070'REFERENCE MARK NO. 1--3/4 IN. BY 26 IN. IRON PIPE SET IN 8 IN.
 KK2070'CONCRETE BLOCK SET ON E. SIDE OF N-S. FENCE, PROJECTING 9 IN. ABOVE
 KK2070'SURFACE OF GROUND, DISTANT FROM STATION 156.50 FT., S 87 DEG 14 MIN W.
 KK2070'
 KK2070'REFERENCE MARK NO. 2--3/4 IN. BY 36 IN. IRON PIPE SET IN 8 IN.
 KK2070'CONCRETE BLOCK SET IN GROUND, PROJECTING 8 IN. ABOVE SURFACE OF
 KK2070'GROUND, DISTANT FROM STATION 96.30 FT., S 41 DEG 50 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5245 ***********************************************************************
 DF5245  DESIGNATION -  BRETT
 DF5245  PID         -  DF5245
 DF5245  STATE/COUNTY-  CO/FREMONT
 DF5245  USGS QUAD   -  HILLSIDE (1980)
 DF5245
 DF5245                         *CURRENT SURVEY CONTROL
 DF5245  ___________________________________________________________________
 DF5245* NAD 83(1992)-  38 16 59.62952(N)    105 36 56.68120(W)     ADJUSTED  
 DF5245* NAVD 88     -      2269.0    (meters)    7444.     (feet)  GPS OBS   
 DF5245  ___________________________________________________________________
 DF5245  X           -  -1,349,901.536 (meters)                     COMP
 DF5245  Y           -  -4,829,679.613 (meters)                     COMP
 DF5245  Z           -   3,931,566.234 (meters)                     COMP
 DF5245  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 DF5245  ELLIP HEIGHT-        2253.99  (meters)          (04/16/03) GPS OBS
 DF5245  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 DF5245
 DF5245  HORZ ORDER  -  B
 DF5245  ELLP ORDER  -  FOURTH    CLASS I
 DF5245
 DF5245.The horizontal coordinates were established by GPS observations
 DF5245.and adjusted by the MOUNTAIN SURVEYING in April 2003..
 DF5245
 DF5245.The orthometric height was determined by GPS observations and a
 DF5245.high-resolution geoid model.
 DF5245
 DF5245.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5245
 DF5245.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5245
 DF5245.The ellipsoidal height was determined by GPS observations
 DF5245.and is referenced to NAD 83.
 DF5245
 DF5245.The geoid height was determined by GEOID03.
 DF5245
 DF5245;                    North         East     Units Scale Factor Converg.
 DF5245;SPC CO C     -   354,749.671   904,274.532   MT  1.00003696   -0 04 22.8
 DF5245;SPC CO C     - 1,163,874.55  2,966,774.03   sFT  1.00003696   -0 04 22.8
 DF5245;UTM  13      - 4,237,420.066   446,147.592   MT  0.99963572   -0 22 53.4
 DF5245
 DF5245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5245!SPC CO C     -   0.99964645  x   1.00003696  =   0.99968340
 DF5245!UTM  13      -   0.99964645  x   0.99963572  =   0.99928230
 DF5245
 DF5245                          SUPERSEDED SURVEY CONTROL
 DF5245
 DF5245.No superseded survey control is available for this station.
 DF5245
 DF5245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC4614837420(NAD 83)
 DF5245_MARKER: F = FLANGE-ENCASED ROD
 DF5245_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DF5245+WITH SETTING: INFORMATION.
 DF5245_STAMPING: BRETT 2002
 DF5245_MARK LOGO: NGS   
 DF5245_PROJECTION: FLUSH
 DF5245_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF5245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5245+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2002
 DF5245_ROD/PIPE-DEPTH: 1.21 meters
 DF5245_SLEEVE-DEPTH  : 1 meters
 DF5245
 DF5245  HISTORY     - Date     Condition        Report By
 DF5245  HISTORY     - 200206   MONUMENTED       NGS
 DF5245  HISTORY     - 20020701 GOOD             MSAM
 DF5245
 DF5245                          STATION DESCRIPTION
 DF5245
 DF5245'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002 (RSC)
 DF5245'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2002 (KCH)
 DF5245'STATION IS LOCATED ABOUT 22 KM (13.7 MI) NORTHWEST OF WESTCLIFFE, 2 KM
 DF5245'(1.2 MI) NORTH OF THE
 DF5245'FREMONT-CUSTER COUNTY LINE, ALONG STATE HIGHWAY 69, ON THE
 DF5245'RIGHT-OF-WAY, AT MILEPOST 73, IN THE
 DF5245'NORTHWEST 1/4 OF SECTION 35, T 47 N, R 12 E. OWNERSHIP--STATE
 DF5245'DEPARTMENT OF TRANSPORTATION.
 DF5245' 
 DF5245'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 69 AND 96 IN WESTCLIFFE,
 DF5245'GO WEST, THEN NORTH ON
 DF5245'HIGHWAY 69 FOR 13.05 MI (21.00 KM) TO THE COUNTY LINE AT HILLSIDE.
 DF5245'CONTINUE AHEAD FOR 1.25 MI (2.01 KM) TO
 DF5245'MILEPOST 73 AND THE STATION ON THE RIGHT. CONTINUE AHEAD FOR 50 M
 DF5245'(164.0 FT) TO COUNTY ROAD 33 ON
 DF5245'THE RIGHT. TURN RIGHT, THEN RIGHT AGAIN ONTO THE RIGHT-OF-WAY TO THE
 DF5245'STATION.
 DF5245' 
 DF5245'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 DF5245'TO A DEPTH OF 1.22 M (4.0 FT),
 DF5245'ENCASED IN A 0.9 M (3 FT) LONG GREASE FILLED FINNED SLEEVE, THE SLEEVE
 DF5245'DEPTH DOES NOT MEET
 DF5245'SPECIFICATION FOR A CLASS A STABILITY MARK, ENCLOSED IN A PVC PIPE
 DF5245'WITH LOGO LID, SURROUNDED BY A
 DF5245'CONCRETE COLLAR FLUSH WITH THE GROUND. IT IS 15.24 M (50.0 FT) EAST OF
 DF5245'HIGHWAY 69, 50.3 M (165.0 FT)
 DF5245'SOUTH OF COUNTY ROAD 33, 45.7 M (150 FT) SOUTH OF A POWERLINE WHICH
 DF5245'CROSSES HIGHWAY 69, 8.2 M (27.0
 DF5245'FT) EAST OF A 1 M (3.28 FT) STEEL PIPE UNDER HIGHWAY 69 AND 0.5 M (1.5
 DF5245'FT) WEST OF THE EAST RIGHT-OF-WAY
 DF5245'FENCE.
 DF5245' 
 DF5245'
 DF5245
 DF5245                          STATION RECOVERY (2002)
 DF5245
 DF5245'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2002 (RSC)
 DF5245'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2002 (KCH) STATION
 DF5245'IS LOCATED ABOUT 22 KM (13.7 MI) NORTHWEST OF WESTCLIFFE, 2 KM (1.2
 DF5245'MI)  NORTH OF THE FREMONT-CUSTER COUNTY LINE, ALONG STATE HIGHWAY 69,
 DF5245'ON THE RIGHT-OF-WAY,  AT MILEPOST 73, IN THE NORTHWEST 1/4 OF SECTION
 DF5245'35, T 47 N, R 12 E. OWNERSHIP--STATE  DEPARTMENT OF TRANSPORTATION.
 DF5245' 
 DF5245'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 69 AND 96 IN WESTCLIFFE,
 DF5245'GO WEST,  THEN NORTH ON HIGHWAY 69 FOR 13.05 MI (21.00 KM) TO THE
 DF5245'COUNTY LINE AT HILLSIDE.  CONTINUE AHEAD FOR 1.25 MI (2.01 KM) TO
 DF5245'MILEPOST 73 AND THE STATION ON THE RIGHT.  CONTINUE AHEAD FOR 50 M
 DF5245'(164.0 FT) TO COUNTY ROAD 33 ON THE RIGHT. TURN RIGHT,  THEN RIGHT
 DF5245'AGAIN ONTO THE RIGHT-OF-WAY TO THE STATION.
 DF5245' 
 DF5245'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 DF5245'TO A DEPTH OF  1.22 M (4.0 FT), ENCASED IN A 0.9 M (3 FT) LONG GREASE
 DF5245'FILLED FINNED SLEEVE, THE  SLEEVE DEPTH DOES NOT MEET SPECIFICATION
 DF5245'FOR A CLASS A STABILITY MARK, ENCLOSED IN  A PVC PIPE WITH LOGO LID,
 DF5245'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND. IT  IS 15.24 M
 DF5245'(50.0 FT) EAST OF HIGHWAY 69, 50.3 M (165.0 FT) SOUTH OF COUNTY ROAD
 DF5245'33,  45.7 M (150 FT) SOUTH OF A POWERLINE WHICH CROSSES HIGHWAY 69,
 DF5245'8.2 M (27.0 FT) EAST  OF A 1 M (3.28 FT) STEEL PIPE UNDER HIGHWAY 69
 DF5245'AND 0.5 M (1.5 FT) WEST OF THE EAST  RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5133 ***********************************************************************
 AC5133  DESIGNATION -  BREWER
 AC5133  PID         -  AC5133
 AC5133  STATE/COUNTY-  CO/PUEBLO
 AC5133  USGS QUAD   -  VINELAND (1974)
 AC5133
 AC5133                         *CURRENT SURVEY CONTROL
 AC5133  ___________________________________________________________________
 AC5133* NAD 83(1992)-  38 13 01.66209(N)    104 25 23.29017(W)     ADJUSTED  
 AC5133* NAVD 88     -      1418.4    (meters)    4654.     (feet)  GPS OBS   
 AC5133  ___________________________________________________________________
 AC5133  X           -  -1,250,051.322 (meters)                     COMP
 AC5133  Y           -  -4,860,479.579 (meters)                     COMP
 AC5133  Z           -   3,925,272.840 (meters)                     COMP
 AC5133  LAPLACE CORR-          -5.90  (seconds)                    DEFLEC99
 AC5133  ELLIP HEIGHT-        1398.61  (meters)          (12/03/02) GPS OBS
 AC5133  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 AC5133
 AC5133  HORZ ORDER  -  FIRST
 AC5133  ELLP ORDER  -  FOURTH    CLASS II
 AC5133
 AC5133.The horizontal coordinates were established by GPS observations
 AC5133.and adjusted by the National Geodetic Survey in January 1997..
 AC5133
 AC5133.The orthometric height was determined by GPS observations and a
 AC5133.high-resolution geoid model.
 AC5133
 AC5133.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5133
 AC5133.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5133
 AC5133.The ellipsoidal height was determined by GPS observations
 AC5133.and is referenced to NAD 83.
 AC5133
 AC5133.The geoid height was determined by GEOID03.
 AC5133
 AC5133;                    North         East     Units Scale Factor Converg.
 AC5133;SPC CO S     -   477,423.464 1,008,700.740   MT  0.99996768   +0 39 37.9
 AC5133;SPC CO S     - 1,566,346.81  3,309,379.01   sFT  0.99996768   +0 39 37.9
 AC5133;UTM  13      - 4,230,063.577   550,497.612   MT  0.99963140   +0 21 24.8
 AC5133
 AC5133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5133!SPC CO S     -   0.99978059  x   0.99996768  =   0.99974828
 AC5133!UTM  13      -   0.99978059  x   0.99963140  =   0.99941207
 AC5133
 AC5133                          SUPERSEDED SURVEY CONTROL
 AC5133
 AC5133  ELLIP H (01/17/97) 1398.61   (m)                       GP(       ) 1 1
 AC5133
 AC5133.Superseded values are not recommended for survey control.
 AC5133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5133.See file dsdata.txt to determine how the superseded data were derived.
 AC5133
 AC5133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5049830064(NAD 83)
 AC5133_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5133_STAMPING: BREWER 1995
 AC5133_MARK LOGO: NGS   
 AC5133_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC5133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5133+STABILITY: SURFACE MOTION
 AC5133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5133+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5133
 AC5133  HISTORY     - Date     Condition        Report By
 AC5133  HISTORY     - 1995     MONUMENTED       CO-101
 AC5133
 AC5133                          STATION DESCRIPTION
 AC5133
 AC5133'DESCRIBED BY PUEBLO COUNTY COLORADO 1995 (KCH)
 AC5133'THE STATION IS LOCATED 11.0 MI (17.7 KM) SOUTHEAST OF DOWNTOWN PUEBLO
 AC5133'AND 4.2 MI (6.8 KM) SOUTHWEST OF AVONDALE ON THE SECTION LINE BETWEEN
 AC5133'SEC 15 AND THE SOUTHWEST 1/4 OF SECTION 14 T21S R63W OF THE 6TH PM.
 AC5133'OWNERSHIP -- PUEBLO COUNTY RIGHT-OF-WAY. TO REACH THE STATION FROM THE
 AC5133'INTERSECTION OF US HWY 50 AND 40TH LANE, GO SOUTH 1.25 MI (2.01 KM) ON
 AC5133'40TH LANE TO THE INTERSECTION WITH SOUTH ROAD.  CONTINUE SOUTH ON 40TH
 AC5133'LANE 0.5 MI (0.8 KM) TO A SIDE ROAD RIGHT, NICHOLSON ROAD.  CONTINUE
 AC5133'SOUTH ON 40TH LANE 0.25 MI (0.40 KM) TO THE RESIDENCE AT 1892 40TH
 AC5133'LANE.  THE STATION IS LOCATED ABOUT 80 FT (24.4 M) NORTH OF THE
 AC5133'DRIVEWAY FOR THE RESIDENCE, ON THE EAST EDGE OF THE RIGHT-OF-WAY. THE
 AC5133'MARKER IS A STANDARD NGS BRASS HORIZONTAL CONTROL DISK SET INTO THE
 AC5133'TOP OF A CYLANDRICAL MASS OF CONCRETE 1.5 FT (0.5 M) IN DIAMETER AND 5
 AC5133'FT (1.5 M) IN DEPTH, FINISHED FLUSH WITH THE GROUND. IT IS 8.5 M (27.9
 AC5133'FT) EAST OF THE CENTERLINE OF 40TH LANE, 38 M (124.7 FT) NORTH OF A
 AC5133'POWER POLE, 1.6 M (5.2 FT) NORTH OF A CARSONITE WITNESS POST, 1.6 M
 AC5133'(5.2 FT) SOUTH OF A CARSONITE WITNESS POST AND 0.3 M (1.0 FT) ABOVE
 AC5133'THE ASPHALT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0867 ***********************************************************************
 JL0867  DESIGNATION -  BRIDGE
 JL0867  PID         -  JL0867
 JL0867  STATE/COUNTY-  CO/MONTROSE
 JL0867  USGS QUAD   -  OLATHE (1982)
 JL0867
 JL0867                         *CURRENT SURVEY CONTROL
 JL0867  ___________________________________________________________________
 JL0867* NAD 83(1992)-  38 31 54.88847(N)    107 57 51.34002(W)     ADJUSTED  
 JL0867* NAVD 88     -      1727.7    (meters)    5668.     (feet)  VERTCON   
 JL0867  ___________________________________________________________________
 JL0867  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 JL0867  GEOID HEIGHT-         -16.67  (meters)                     GEOID03
 JL0867
 JL0867  HORZ ORDER  -  THIRD
 JL0867
 JL0867.The horizontal coordinates were established by classical geodetic methods
 JL0867.and adjusted by the National Geodetic Survey in January 1993..
 JL0867
 JL0867.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0867
 JL0867.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0867
 JL0867.The geoid height was determined by GEOID03.
 JL0867
 JL0867;                    North         East     Units Scale Factor Converg.
 JL0867;SPC CO S     -   514,655.997   699,553.135   MT  1.00001948   -1 30 41.5
 JL0867;SPC CO S     - 1,688,500.55  2,295,117.24   sFT  1.00001948   -1 30 41.5
 JL0867;UTM  13      - 4,269,000.505   241,610.767   MT  1.00042228   -1 50 51.4
 JL0867;UTM  12      - 4,269,203.962   764,621.121   MT  1.00046243   +1 53 32.0
 JL0867
 JL0867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0867!SPC CO S     -   0.99973160  x   1.00001948  =   0.99975108
 JL0867!UTM  13      -   0.99973160  x   1.00042228  =   1.00015377
 JL0867!UTM  12      -   0.99973160  x   1.00046243  =   1.00019391
 JL0867
 JL0867:                Primary Azimuth Mark                     Grid Az
 JL0867:SPC CO S     -  MESA                                     254 55 28.2
 JL0867:UTM  13      -  MESA                                     255 15 38.1
 JL0867:UTM  12      -  MESA                                     251 31 14.7
 JL0867
 JL0867|---------------------------------------------------------------------|
 JL0867| PID    Reference Object                     Distance      Geod. Az  |
 JL0867|                                                           dddmmss.s |
 JL0867| JM0383 MESA                                APPROX. 6.0 KM 2532446.7 |
 JL0867|---------------------------------------------------------------------|
 JL0867
 JL0867                          SUPERSEDED SURVEY CONTROL
 JL0867
 JL0867  NAD 83(1986)-  38 31 54.87633(N)    107 57 51.33229(W) AD(       ) 3
 JL0867  NAD 27      -  38 31 54.92071(N)    107 57 49.09044(W) AD(       ) 3
 JL0867  NGVD 29 (07/19/86) 1726.5    (m)         5664.     (f) VERT ANG       
 JL0867
 JL0867.Superseded values are not recommended for survey control.
 JL0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0867.See file dsdata.txt to determine how the superseded data were derived.
 JL0867
 JL0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC4161169001(NAD 83)
 JL0867_MARKER: DD = SURVEY DISK
 JL0867_SETTING: 80 = SET IN A BOULDER
 JL0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0867+STABILITY: SURFACE MOTION
 JL0867
 JL0867  HISTORY     - Date     Condition        Report By
 JL0867  HISTORY     - 1951     MONUMENTED       USGS
 JL0867
 JL0867                          STATION DESCRIPTION
 JL0867
 JL0867'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JL0867'STATION LOCATED IN MONTROSE COUNTY, ABOUT 5 MI. W. AND 4 MI. N. OF
 JL0867'TOWN OF MONTROSE.
 JL0867'
 JL0867'TO REACH FROM CORNER OF TOWNSEND AND MAIN STREETS IN MONTROSE, PROCEED
 JL0867'NW. ON U.S. HIGHWAY 50 4.8 MI. TO JUNCTION AT SCHOOLHOUSE ON LEFT,
 JL0867'THENCE LEFT (W.) OFF HIGHWAY 50 AND ON BLACKTOP RD. 1.3 MI. TO BRIDGE
 JL0867'OVER UNCOMPAHGRE RIVER.  CROSS BRIDGE AND PROCEED 0.1 MI., THENCE
 JL0867'SHARP LEFT AT RD. FORK OFF BLACK TOP AND ON TO GRADED DIRT RD., UP
 JL0867'STEEP HILL FOR 0.2 MI.  STATION LIES ON SMALL RIDGE TO LEFT OF RD.
 JL0867'UPON REACHING TOP OF HILL ABOUT 50 FT. FROM RD.
 JL0867'
 JL0867'STATION MARK--STANDARD TABLET, STAMPED ---BRIDGE 1951 5663---,
 JL0867'CEMENTED IN LARGE BOULDER SUNK FLUSH WITH GROUND.
 JL0867'
 JL0867'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO.
 JL0867'1---, CEMENTED IN BOULDER SUNK FLUSH WITH GROUND, 60.80 FT. FROM
 JL0867'STATION MARK, N 56 DEG 48 MIN W.
 JL0867'
 JL0867'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO.
 JL0867'2---, CEMENTED IN BOULDER SUNK FLUSH WITH GROUND, 58.90 FT. FROM
 JL0867'STATION MARK, S 47 DEG 02 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0580 ***********************************************************************
 LN0580  DESIGNATION -  BRIDGE
 LN0580  PID         -  LN0580
 LN0580  STATE/COUNTY-  CO/MOFFAT
 LN0580  USGS QUAD   -  SWALLOW CANYON (1972)
 LN0580
 LN0580                         *CURRENT SURVEY CONTROL
 LN0580  ___________________________________________________________________
 LN0580* NAD 83(1992)-  40 49 57.34254(N)    109 00 50.82216(W)     ADJUSTED  
 LN0580* NAVD 88     -      1696.7    (meters)    5567.     (feet)  VERTCON   
 LN0580  ___________________________________________________________________
 LN0580  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 LN0580  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 LN0580
 LN0580  HORZ ORDER  -  THIRD
 LN0580  VERT ORDER  -  THIRD ? (See Below)
 LN0580
 LN0580.The horizontal coordinates were established by classical geodetic methods
 LN0580.and adjusted by the National Geodetic Survey in November 1997..
 LN0580
 LN0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0580.The vertical order pertains to the NGVD 29 superseded value.
 LN0580
 LN0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0580
 LN0580.The geoid height was determined by GEOID03.
 LN0580
 LN0580;                    North         East     Units Scale Factor Converg.
 LN0580;SPC CO N     -   477,143.736   618,069.227   MT  1.00000836   -2 16 14.1
 LN0580;SPC CO N     - 1,565,429.07  2,027,782.12   sFT  1.00000836   -2 16 14.1
 LN0580;UTM  12      - 4,522,071.559   667,442.563   MT  0.99994510   +1 17 55.6
 LN0580
 LN0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0580!SPC CO N     -   0.99973620  x   1.00000836  =   0.99974456
 LN0580!UTM  12      -   0.99973620  x   0.99994510  =   0.99968131
 LN0580
 LN0580:                Primary Azimuth Mark                     Grid Az
 LN0580:SPC CO N     -  BALDY                                    192 33 26.6
 LN0580:UTM  12      -  BALDY                                    188 59 16.9
 LN0580
 LN0580|---------------------------------------------------------------------|
 LN0580| PID    Reference Object                     Distance      Geod. Az  |
 LN0580|                                                           dddmmss.s |
 LN0580| LN0581 BALDY                               APPROX. 7.7 KM 1901712.5 |
 LN0580|---------------------------------------------------------------------|
 LN0580
 LN0580                          SUPERSEDED SURVEY CONTROL
 LN0580
 LN0580  NAD 83(1992)-  40 49 57.34285(N)    109 00 50.81823(W) AD(       ) 3
 LN0580  NAD 83(1992)-  40 49 57.32618(N)    109 00 50.81028(W) AD(       ) 3
 LN0580  NAD 83(1986)-  40 49 57.32495(N)    109 00 50.81265(W) AD(       ) 3
 LN0580  NAD 27      -  40 49 57.46733(N)    109 00 48.37585(W) AD(       ) 3
 LN0580  NGVD 29 (07/19/86) 1695.5    (m)         5563.     (f) LEVELING    3  
 LN0580
 LN0580.Superseded values are not recommended for survey control.
 LN0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0580.See file dsdata.txt to determine how the superseded data were derived.
 LN0580
 LN0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL6744322072(NAD 83)
 LN0580
 LN0580  HISTORY     - Date     Condition        Report By
 LN0580  HISTORY     - 1950     MONUMENTED       USGS
 LN0580  HISTORY     - 1952     GOOD             USGS
 LN0580
 LN0580                          STATION DESCRIPTION
 LN0580
 LN0580'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 LN0580'RECOVERED IN GOOD CONDITION AS DESCRIBED,
 LN0580'LOCATED ABOUT 16.0 MI. SE. OF CLAY BASIN CAMP AND 6.0 MI. E. OF BROWNS
 LN0580'PARK, E. OF OLD CABLE BRIDGE.
 LN0580'
 LN0580'TO REACH FROM MAYBELLE, DRIVE 59.0 MI. N. ON BROWNS PARK RD.TO RD.
 LN0580'FORKS AND SIGN ---CROUSE---, TAKE LEFT FORK 0.9 MI. TO CROSSROADS,
 LN0580'TURN LEFT FOR 0.6 MI. TO OLD TRACK RD. LEADING E. OLD SHEEP CAMP RD.
 LN0580'IS ABOUT 30 FT. S. OF AND DOES NOT MATERIALIZE UNTIL ABOUT 50 FT. E.
 LN0580'FOLLOW THIS OLD SHEEP CAMP RD. 1.2 MI. TO OLD CAMP SITE AND STATION.
 LN0580'
 LN0580'STATION MARK - STANDARD TABLET STAMPED ---BRIDGE 1950--- SET IN BURIED
 LN0580'BOULDER.
 LN0580'
 LN0580'REFERENCE MARK NO.1 - STANDARD REFERENCE MARK TABLET STAMPED ---1
 LN0580'1950--- SET IN BURIED BOULDER, 28.15 FT. FROM STATION MARK,
 LN0580'S 87 DEG 33 MIN E.
 LN0580'
 LN0580'REFERENCE MARK NO.2 - STANDARD REFERENCE MARK TABLET STAMPED
 LN0580'---2 1950--- SET IN BURIED BOULDER 29.92 FT. FROM STATION MARK,
 LN0580'S 81 DEG 15 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0044 ***********************************************************************
 LL0044  CBN         -  This is a Cooperative Base Network Control Station.
 LL0044  DESIGNATION -  BRIGGS
 LL0044  PID         -  LL0044
 LL0044  STATE/COUNTY-  CO/WELD
 LL0044  USGS QUAD   -  BAKER DRAW (1972)
 LL0044
 LL0044                         *CURRENT SURVEY CONTROL
 LL0044  ___________________________________________________________________
 LL0044* NAD 83(1992)-  40 38 22.79276(N)    104 23 05.23387(W)     ADJUSTED  
 LL0044* NAVD 88     -      1509.728  (meters)    4953.17   (feet)  ADJUSTED  
 LL0044  ___________________________________________________________________
 LL0044  X           -  -1,204,371.986 (meters)                     COMP
 LL0044  Y           -  -4,695,895.024 (meters)                     COMP
 LL0044  Z           -   4,133,112.288 (meters)                     COMP
 LL0044  LAPLACE CORR-          -3.90  (seconds)                    DEFLEC99
 LL0044  ELLIP HEIGHT-        1491.54  (meters)          (10/21/02) GPS OBS
 LL0044  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 LL0044  DYNAMIC HT  -        1508.492 (meters)    4949.11  (feet)  COMP
 LL0044  MODELED GRAV-     979,753.1   (mgal)                       NAVD 88
 LL0044
 LL0044  HORZ ORDER  -  B
 LL0044  VERT ORDER  -  SECOND    CLASS 0
 LL0044  ELLP ORDER  -  FOURTH    CLASS II
 LL0044
 LL0044.The horizontal coordinates were established by GPS observations
 LL0044.and adjusted by the National Geodetic Survey in May 1992..
 LL0044
 LL0044.The orthometric height was determined by differential leveling
 LL0044.and adjusted by the National Geodetic Survey in June 1991..
 LL0044
 LL0044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL0044
 LL0044.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL0044
 LL0044.The ellipsoidal height was determined by GPS observations
 LL0044.and is referenced to NAD 83.
 LL0044
 LL0044.The geoid height was determined by GEOID03.
 LL0044
 LL0044.The dynamic height is computed by dividing the NAVD 88
 LL0044.geopotential number by the normal gravity value computed on the
 LL0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0044.degrees latitude (g = 980.6199 gals.).
 LL0044
 LL0044.The modeled gravity was interpolated from observed gravity values.
 LL0044
 LL0044;                    North         East     Units Scale Factor Converg.
 LL0044;SPC CO N     -   450,439.889 1,008,735.207   MT  0.99997984   +0 43 14.1
 LL0044;SPC CO N     - 1,477,818.20  3,309,492.09   sFT  0.99997984   +0 43 14.1
 LL0044;SPC WY E     -    15,802.094   266,136.709   MT  0.99999132   +0 30 33.3
 LL0044;UTM  13      - 4,498,939.578   552,021.245   MT  0.99963331   +0 24 02.5
 LL0044
 LL0044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL0044!SPC CO N     -   0.99976608  x   0.99997984  =   0.99974593
 LL0044!SPC WY E     -   0.99976608  x   0.99999132  =   0.99975740
 LL0044!UTM  13      -   0.99976608  x   0.99963331  =   0.99939948
 LL0044
 LL0044|---------------------------------------------------------------------|
 LL0044| PID    Reference Object                     Distance      Geod. Az  |
 LL0044|                                                           dddmmss.s |
 LL0044| LL0045 BRIGGS RM 1                           9.974 METERS 09312     |
 LL0044| LL1259 VOR GILL RADIO GLL                  APPROX.20.7 KM 2232528.9 |
 LL0044| LL0043 BRIGGS RM 2                           7.844 METERS 26605     |
 LL0044|---------------------------------------------------------------------|
 LL0044
 LL0044                          SUPERSEDED SURVEY CONTROL
 LL0044
 LL0044  ELLIP H (05/26/92) 1491.58   (m)                       GP(       ) 4 1
 LL0044  NAD 83(1986)-  40 38 22.78346(N)    104 23 05.23552(W) AD(       ) 2
 LL0044  NAD 27      -  40 38 22.85100(N)    104 23 03.41310(W) AD(       ) 2
 LL0044  NAVD 88 (05/26/92) 1509.73   (m)         4953.2    (f) LEVELING    3  
 LL0044  NGVD 29 (??/??/92) 1508.870  (m)         4950.35   (f) ADJ UNCH    2 0
 LL0044
 LL0044.Superseded values are not recommended for survey control.
 LL0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0044.See file dsdata.txt to determine how the superseded data were derived.
 LL0044
 LL0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE5202198940(NAD 83)
 LL0044_MARKER: DH = HORIZONTAL CONTROL DISK
 LL0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0044_SP_SET: CONCRETE POST
 LL0044_STAMPING: BRIGGS 1960
 LL0044_MARK LOGO: CGS   
 LL0044_MAGNETIC: N = NO MAGNETIC MATERIAL
 LL0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0044+STABILITY: SURFACE MOTION
 LL0044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0044+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1991
 LL0044
 LL0044  HISTORY     - Date     Condition        Report By
 LL0044  HISTORY     - 1960     MONUMENTED       CGS
 LL0044  HISTORY     - 1960     GOOD             NGS
 LL0044  HISTORY     - 1976     GOOD             NGS
 LL0044  HISTORY     - 19910502 GOOD             NGS
 LL0044
 LL0044                          STATION DESCRIPTION
 LL0044
 LL0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 LL0044'THE STATION IS LOCATED 3 MILES, AIRLINE, WEST OF BRIGGSDALE,
 LL0044'ON THE NORTH SIDE OF COLORADO STATE HIGHWAY 14 NEAR THE SOUTH
 LL0044'EDGE OF SECTION 24, R. 63 E., T. 8 N.
 LL0044'
 LL0044'TO REACH THE STATION FROM THE POST OFFICE IN BRIGGSDALE GO
 LL0044'WEST ON A GRAVELED ROAD FOR 0.25 MILE TO A T ROAD.  TURN RIGHT,
 LL0044'NORTH, AND GO 0.65 MILE TO THE JUNCTION OF STATE HIGHWAY 14.
 LL0044'TURN LEFT, WEST AND 2.45 MILES TO THE STATION ON THE RIGHT
 LL0044'AS DESCRIBED.
 LL0044'
 LL0044'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10
 LL0044'INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES AND IS
 LL0044'STAMPED BRIGGS 1960.  IT IS 52 FEET NORTH OF THE CENTER OF
 LL0044'STATE HIGHWAY 14, 7-1/2 FEET WEST OF A TELEPHONE POLE, 5 FEET
 LL0044'EAST-NORTHEAST OF A METAL WITNESS POST AND 3 FEET NORTH OF
 LL0044'AN EAST-WEST FENCE LINE.
 LL0044'
 LL0044'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A 10
 LL0044'INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES AND IS
 LL0044'STAMPED BRIGGS NO 1 1960.  IT IS 51 FEET NORTH OF THE CENTER
 LL0044'OF STATE HIGHWAY 14 AND 25 FEET EAST OF A TELEPHONE POLE, SET
 LL0044'IN AN EAST-WEST FENCE LINE.
 LL0044'
 LL0044'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A 10
 LL0044'INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 5 INCHES AND IS
 LL0044'STAMPED BRIGGS NO 2 1960.  IT IS 50 FEET NORTH OF THE CENTER
 LL0044'OF STATE HIGHWAY 14 AND 21 FEET WEST OF A METAL WITNESS POST,
 LL0044'SET IN AN EAST-WEST FENCE LINE.
 LL0044'
 LL0044'HEIGHT OF LIGHT ABOVE STATION MARK 1.22 METERS.
 LL0044
 LL0044                          STATION RECOVERY (1960)
 LL0044
 LL0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 LL0044'2.9 MI NW FROM BRIGGSDALE.
 LL0044'0.25 MILE WEST ALONG GRAVELED ROAD FROM THE POST OFFICE AT BRIGGSDALE,
 LL0044'THENCE NORTH 0.35 MILE ALONG GRAVELED ROAD TO STATE HIGHWAY 14,
 LL0044'THENCE 2.9 MILE WEST ON STATE HIGHWAY 14, .05 MILE WEST OF ENTRANCE
 LL0044'OF THE ROAD LEADING TO MISSILE SITE, 45 FEET NORTH OF CENTER OF
 LL0044'ROAD, 8 FEET WEST OF TELEPHONE POLE, 3 FEET NORTH OF FENCE, SET IN
 LL0044'THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.
 LL0044
 LL0044                          STATION RECOVERY (1976)
 LL0044
 LL0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LL0044'STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  A
 LL0044'DIFFERENCE OF (5) FIVE MINUTES WAS NOTED IN THE HORIZONTAL ANGLE
 LL0044'BETWEEN THE REFERENCE MARKS.  OBSERVATIONS WERE DONE ON TWO
 LL0044'SEPARATE DATES AND THE ANSWER WAS THE SAME.  DISTANCE TO THE
 LL0044'REFERENCE MARKS CHECKED FAIRLY WELL.
 LL0044'
 LL0044'STATION MARK IS A STANDARD MARK DISK, STAMPED BRIGGS 1960, SET IN
 LL0044'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES.
 LL0044'MARK IS 54 FEET NORTH OF THE APPROXIMATE CENTER OF STATE HIGHWAY 14,
 LL0044'7-1/2 FEET WEST OF A TELEPHONELINE POLE, 5.2 FEET NORTHEAST OF A
 LL0044'METAL WITNESS POST, 2.9 FEET NORTH OF AN EAST-WEST FENCELINE
 LL0044'AND 1.7 FEET NORTHEAST OF A METAL WITNESS POST.
 LL0044'
 LL0044'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK, STAMPED
 LL0044'BRIGGS NO 1 1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 LL0044'PROJECTING ABOUT 6 INCHES.  MARK IS 53 FEET NORTH OF THE
 LL0044'APPROXIMATE CENTER OF STATE HIGHWAY 14 AND 1 FOOT NORTH OF THE
 LL0044'EAST-WEST FENCELINE.
 LL0044'
 LL0044'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 LL0044'BRIGGS NO 2 1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 LL0044'PROJECTING ABOUT 5 INCHES.  MARK IS 53 FEET NORTH OF THE
 LL0044'APPROXIMATE CENTER OF STATE HIGHWAY 14 AND 6 INCHES NORTH OF THE
 LL0044'EAST-WEST FENCELINE.
 LL0044'
 LL0044'STATION IS REACHED FROM THE POST OFFICE IN BRIGGSDALE.  GO WEST ON
 LL0044'MAIN STREET AND GRAVELED ROAD FOR 0.25 MILE TO A T-ROAD, GRAVELED,
 LL0044'(COUNTY ROAD 392).  TURN RIGHT AND GO NORTH ON COUNTY ROAD 392 FOR
 LL0044'0.45 MILE TO THE JUNCTION WITH STATE HIGHWAY 14.  TURN LEFT AND GO
 LL0044'WEST ON STATE HIGHWAY 14 FOR 2.55 MILES TO A ROAD RIGHT.
 LL0044'CONTINUE STRAIGHT AHEAD ON HIGHWAY 14 FOR ABOUT 0.1 MILE TO THE
 LL0044'TOP OF A RISE AND STATION ON THE RIGHT, NORTH SIDE OF HIGHWAY, ON
 LL0044'AN EMBANKMENT, AS DESCRIBED.
 LL0044'
 LL0044'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.6 MILES WEST OF
 LL0044'BRIGGSDALE.
 LL0044
 LL0044                          STATION RECOVERY (1991)
 LL0044
 LL0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LL0044'STATION IS LOCATED ABOUT 5 KM (3.1 MI) WEST OF BRIGGSDALE, ALONG STATE
 LL0044'HIGHWAY 14, AT MILE 173.45, IN THE PAWNEE NATIONAL GRASSLAND, ON THE
 LL0044'SOUTH EDGE OF SECTION 24, T 8 N, R 63 W.  OWNERSHIP--US FOREST
 LL0044'SERVICE.
 LL0044'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 14 AND 392 (GRAVEL) JUST
 LL0044'NORTHWEST OF BRIGGSDALE, GO WEST ON HIGHWAY 14 FOR 0.20 KM (0.12 MI)
 LL0044'TO A PAVED ROAD RIGHT (COUNTY ROAD 77).  CONTINUE WEST FOR 4.08 KM
 LL0044'(2.54 MI) TO A NARROW PAVED ROAD RIGHT (FOREST SERVICE ROAD 642).
 LL0044'CONTINUE AHEAD FOR 0.13 KM (0.08 MI) TO THE STATION ON THE RIGHT.
 LL0044'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST
 LL0044'PROJECTING 10 CM ABOVE GROUND.  IT IS 127 M (416.7 FT) WEST OF THE
 LL0044'FOREST SERVICE ROAD, 16.4 M (53.8 FT) NORTH OF THE HIGHWAY CENTER,
 LL0044'AND 0.9 M (3.0 FT) NORTH OF A FIBERGLASS WITNESS POST AND METAL
 LL0044'WITNESS POST IN THE RIGHT-OF-WAY FENCE.
 LL0044'DESCRIBED BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0045 ***********************************************************************
 LL0045  DESIGNATION -  BRIGGS RM 1
 LL0045  PID         -  LL0045
 LL0045  STATE/COUNTY-  CO/WELD
 LL0045  USGS QUAD   -  BAKER DRAW (1972)
 LL0045
 LL0045                         *CURRENT SURVEY CONTROL
 LL0045  ___________________________________________________________________
 LL0045* NAD 83(1986)-  40 38 22.     (N)    104 23 05.     (W)     SCALED    
 LL0045* NAVD 88     -      1509.884  (meters)    4953.68   (feet)  ADJUSTED  
 LL0045  ___________________________________________________________________
 LL0045  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 LL0045  DYNAMIC HT  -        1508.648 (meters)    4949.62  (feet)  COMP
 LL0045  MODELED GRAV-     979,753.1   (mgal)                       NAVD 88
 LL0045
 LL0045  VERT ORDER  -  SECOND    CLASS 0
 LL0045
 LL0045.The horizontal coordinates were scaled from a topographic map and have
 LL0045.an estimated accuracy of +/- 6 seconds.
 LL0045
 LL0045.The orthometric height was determined by differential leveling
 LL0045.and adjusted by the National Geodetic Survey in June 1991..
 LL0045
 LL0045.The geoid height was determined by GEOID03.
 LL0045
 LL0045.The dynamic height is computed by dividing the NAVD 88
 LL0045.geopotential number by the normal gravity value computed on the
 LL0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0045.degrees latitude (g = 980.6199 gals.).
 LL0045
 LL0045.The modeled gravity was interpolated from observed gravity values.
 LL0045
 LL0045;                    North         East    Units  Estimated Accuracy
 LL0045;SPC CO N     -   450,420.    1,008,740.      MT  (+/- 180 meters Scaled)
 LL0045
 LL0045                          SUPERSEDED SURVEY CONTROL
 LL0045
 LL0045  NGVD 29 (??/??/92) 1509.026  (m)         4950.86   (f) ADJ UNCH    2 0
 LL0045
 LL0045.Superseded values are not recommended for survey control.
 LL0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0045.See file dsdata.txt to determine how the superseded data were derived.
 LL0045
 LL0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE520989(NAD 83)
 LL0045_MARKER: DR = REFERENCE MARK DISK
 LL0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0045_STAMPING: BRIGGS NO 1 1960
 LL0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0045+STABILITY: SURFACE MOTION
 LL0045
 LL0045  HISTORY     - Date     Condition        Report By
 LL0045  HISTORY     - 1960     MONUMENTED       CGS
 LL0045  HISTORY     - 1960     GOOD             NGS
 LL0045
 LL0045                          STATION DESCRIPTION
 LL0045
 LL0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LL0045'2.9 MI NW FROM BRIGGSDALE.
 LL0045'0.25 MILE WEST ALONG GRAVELED ROAD FROM THE POST OFFICE AT BRIGGSDALE,
 LL0045'THENCE NORTH 0.35 MILE ALONG GRAVELED ROAD TO STATE HIGHWAY 14,
 LL0045'THENCE 2.9 MILES WEST ON STATE HIGHWAY 14, .05 MILE WEST OF ENTRANCE
 LL0045'OF THE ROAD LEADING TO MISSILE SITE, 45 FEET NORTH OF CENTER OF
 LL0045'HIGHWAY, 26 FEET EAST OF TELEPHONE POLE, 1 FOOT NORTH OF FENCE, SET
 LL0045'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0043 ***********************************************************************
 LL0043  DESIGNATION -  BRIGGS RM 2
 LL0043  PID         -  LL0043
 LL0043  STATE/COUNTY-  CO/WELD
 LL0043  USGS QUAD   -  BAKER DRAW (1972)
 LL0043
 LL0043                         *CURRENT SURVEY CONTROL
 LL0043  ___________________________________________________________________
 LL0043* NAD 83(1986)-  40 38 22.     (N)    104 23 05.     (W)     SCALED    
 LL0043* NAVD 88     -      1509.498  (meters)    4952.41   (feet)  ADJUSTED  
 LL0043  ___________________________________________________________________
 LL0043  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 LL0043  DYNAMIC HT  -        1508.262 (meters)    4948.36  (feet)  COMP
 LL0043  MODELED GRAV-     979,753.1   (mgal)                       NAVD 88
 LL0043
 LL0043  VERT ORDER  -  SECOND    CLASS 0
 LL0043
 LL0043.The horizontal coordinates were scaled from a topographic map and have
 LL0043.an estimated accuracy of +/- 6 seconds.
 LL0043
 LL0043.The orthometric height was determined by differential leveling
 LL0043.and adjusted by the National Geodetic Survey in June 1991..
 LL0043
 LL0043.The geoid height was determined by GEOID03.
 LL0043
 LL0043.The dynamic height is computed by dividing the NAVD 88
 LL0043.geopotential number by the normal gravity value computed on the
 LL0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0043.degrees latitude (g = 980.6199 gals.).
 LL0043
 LL0043.The modeled gravity was interpolated from observed gravity values.
 LL0043
 LL0043;                    North         East    Units  Estimated Accuracy
 LL0043;SPC CO N     -   450,420.    1,008,740.      MT  (+/- 180 meters Scaled)
 LL0043
 LL0043                          SUPERSEDED SURVEY CONTROL
 LL0043
 LL0043  NGVD 29 (??/??/92) 1508.640  (m)         4949.60   (f) ADJ UNCH    2 0
 LL0043
 LL0043.Superseded values are not recommended for survey control.
 LL0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0043.See file dsdata.txt to determine how the superseded data were derived.
 LL0043
 LL0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE520989(NAD 83)
 LL0043_MARKER: DR = REFERENCE MARK DISK
 LL0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0043_STAMPING: BRIGGS NO 2 1960
 LL0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0043+STABILITY: SURFACE MOTION
 LL0043
 LL0043  HISTORY     - Date     Condition        Report By
 LL0043  HISTORY     - 1960     MONUMENTED       CGS
 LL0043  HISTORY     - 1960     GOOD             NGS
 LL0043
 LL0043                          STATION DESCRIPTION
 LL0043
 LL0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LL0043'2.9 MI NW FROM BRIGGSDALE.
 LL0043'0.25 MILE WEST ALONG GRAVELED ROAD FROM POST OFFICE AT BRIGGSDALE,
 LL0043'THENCE NORTH 0.35 MILE ALONG GRAVELED ROAD TO STATE HIGHWAY 14,
 LL0043'THENCE 2.9 MILES WEST ON STATE HIGHWAY 14, .05 MILE WEST OF ENTRANCE
 LL0043'OF THE ROAD LEADING TO MISSILE SITE, 45 FEET NORTH OF CENTER OF
 LL0043'HIGHWAY, 1 FOOT NORTH OF FENCE, SET IN THE TOP OF A 10-INCH SQUARE
 LL0043'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1714 ***********************************************************************
 KK1714  DESIGNATION -  BRIGHT
 KK1714  PID         -  KK1714
 KK1714  STATE/COUNTY-  CO/ADAMS
 KK1714  USGS QUAD   -  BRIGHTON (1994)
 KK1714
 KK1714                         *CURRENT SURVEY CONTROL
 KK1714  ___________________________________________________________________
 KK1714* NAD 83(1992)-  39 59 19.46274(N)    104 48 30.67403(W)     ADJUSTED  
 KK1714* NAVD 88     -      1519.     (meters)    4984.     (feet)  SCALED    
 KK1714  ___________________________________________________________________
 KK1714  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 KK1714  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 KK1714
 KK1714  HORZ ORDER  -  FIRST
 KK1714
 KK1714.The horizontal coordinates were established by classical geodetic methods
 KK1714.and adjusted by the National Geodetic Survey in January 1993..
 KK1714
 KK1714.The orthometric height was scaled from a topographic map.
 KK1714
 KK1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1714
 KK1714.The geoid height was determined by GEOID03.
 KK1714
 KK1714;                    North         East     Units Scale Factor Converg.
 KK1714;SPC CO N     -   377,800.481   973,457.090   MT  0.99996724   +0 26 48.4
 KK1714;SPC CO N     - 1,239,500.41  3,193,750.47   sFT  0.99996724   +0 26 48.4
 KK1714;UTM  13      - 4,426,524.985   516,347.317   MT  0.99960329   +0 07 23.0
 KK1714
 KK1714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1714!SPC CO N     -   0.99976459  x   0.99996724  =   0.99973184
 KK1714!UTM  13      -   0.99976459  x   0.99960329  =   0.99936798
 KK1714
 KK1714:                Primary Azimuth Mark                     Grid Az
 KK1714:SPC CO N     -  BRIGHT AZ MK                             000 09 12.7
 KK1714:UTM  13      -  BRIGHT AZ MK                             000 28 38.1
 KK1714
 KK1714|---------------------------------------------------------------------|
 KK1714| PID    Reference Object                     Distance      Geod. Az  |
 KK1714|                                                           dddmmss.s |
 KK1714| CP6652 BRIGHT AZ MK                                       0003601.1 |
 KK1714| CP6656 BRIGHT RM 4                           8.923 METERS 16953     |
 KK1714| KK1723 BRIGHT RM 5                           8.938 METERS 19714     |
 KK1714| CP6657 BRIGHT TP                                          22741     |
 KK1714| KK1717 BRIGHTON MUNICIPAL TANK             APPROX. 0.7 KM 2423918.7 |
 KK1714| CP6653 BRIGHT RM 1                          26.824 METERS 25401     |
 KK1714| CP6655 BRIGHT RM 3                          26.839 METERS 25401     |
 KK1714| KK1722 BRIGHT AZ MK 2                      255.331 METERS 26412     |
 KK1714| KK1718 BRIGHTON KUNER EMPSON CO TANK       APPROX. 1.5 KM 2952437.4 |
 KK1714| KK1716 BRIGHTON GR WEST SUGAR CO STK       APPROX. 1.5 KM 3200526.5 |
 KK1714| CP6654 BRIGHT RM 2                          28.284 METERS 34343     |
 KK1714| LL1236 FORT LUPTON SUGAR REFINERY STK      APPROX.11.5 KM 3584520.6 |
 KK1714|---------------------------------------------------------------------|
 KK1714
 KK1714                          SUPERSEDED SURVEY CONTROL
 KK1714
 KK1714  NAD 83(1986)-  39 59 19.45397(N)    104 48 30.67390(W) AD(       ) 1
 KK1714  NAD 27      -  39 59 19.50900(N)    104 48 28.77900(W) AD(       ) 1
 KK1714
 KK1714.Superseded values are not recommended for survey control.
 KK1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1714.See file dsdata.txt to determine how the superseded data were derived.
 KK1714
 KK1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE1634726525(NAD 83)
 KK1714_MARKER: DS = TRIANGULATION STATION DISK
 KK1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1714
 KK1714  HISTORY     - Date     Condition        Report By
 KK1714  HISTORY     - 1935     MONUMENTED       CGS
 KK1714  HISTORY     - 1966     GOOD             CGS
 KK1714  HISTORY     - 1976     GOOD             NGS
 KK1714  HISTORY     - 19810318 MARK NOT FOUND   NGS
 KK1714
 KK1714                          STATION DESCRIPTION
 KK1714
 KK1714'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 KK1714'THE STATION IS LOCATED ON A VACANT LOT ON THE EAST SIDE OF THE
 KK1714'TOWN OF BRIGHTON.  IT IS 1 BLOCK NORTH AND 1 BLOCK EAST OF THE
 KK1714'BRIGHTON HIGH SCHOOL.
 KK1714'
 KK1714'THE STATION MARK PROJECTS 2 INCHES AND IS
 KK1714'72 FEET NORTHEAST OF THE CENTER OF THE T-INTERSECTION OF STREETS,
 KK1714'STEM WEST, WHICH T IS FORMED BY 11TH STREET (NORTH-AND-SOUTH)
 KK1714'AND WALNUT STREET WHICH RUNS EAST-AND-WEST.  THE MARK IS 50 FEET
 KK1714'EAST OF THE CENTERLINE OF 11TH STREET.
 KK1714'
 KK1714'REFERENCE MARK NO. 1 PROJECTS 2 INCHES AND IS
 KK1714'WEST-SOUTHWEST OF THE STATION.  IT IS IN THE NORTHWEST ANGLE OF
 KK1714'THE ABOVE T-INTERSECTION.
 KK1714'
 KK1714'REFERENCE MARK NO. 2 PROJECTS 2 INCHES AND IS
 KK1714'NORTH-NORTHWEST OF THE STATION.  IT IS 40 FEET EAST OF THE
 KK1714'CENTERLINE OF 11TH STREET.
 KK1714'
 KK1714'THE AZIMUTH MARK PROJECTS 7 INCHES AND IS NORTH
 KK1714'OF THE STATION.  IT IS ON THE SOUTH SIDE OF AN EAST-AND-WEST
 KK1714'TRACK ROAD AND IS AT A POINT 50 FEET EAST OF THE SOUTHEAST
 KK1714'CORNER OF THE SOUTH ABUTMENT OF A CONCRETE CULVERT ACROSS
 KK1714'THE ABOVE ROAD, 50 FEET SOUTH OF THE RIGHT-OF-WAY FENCE ON
 KK1714'THE NORTH SIDE OF THE ABOVE ROAD, AND 50 YARDS EAST-SOUTHEAST OF
 KK1714'THE SOUTHEAST CORNER OF A WHITE HOUSE ON THE NORTH SIDE OF THE
 KK1714'ABOVE ROAD.
 KK1714'
 KK1714'A 12-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 KK1714
 KK1714                          STATION RECOVERY (1966)
 KK1714
 KK1714'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 KK1714'THE STATION MARK AND REFERENCE MARK NO. 3 WERE RECOVERED AND
 KK1714'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS RECOVERED AND
 KK1714'BUT THE LINE OF SIGHT WAS OBSTRUCTED.  THE MARK WAS LEFT IN
 KK1714'PLACE.  THE AZIMUTH MARK HAS BEEN DESTROYED.
 KK1714'
 KK1714'REFERENCE MARK NO. 4 AND AN AZIMUTH MARK WERE SET.
 KK1714'
 KK1714'FOLLOWING ARE NOTES FOR ALL MARKS.
 KK1714'
 KK1714'STATION MARK, A STANDARD DISK STAMPED BRIGHT 1935, IS SET IN
 KK1714'THE TOP OF A SQUARE CONCRETE POST WHICH IS 2 INCHES BELOW THE
 KK1714'SURFACE OF THE GROUND.  IT IS IN THE NORTHEAST ANGLE OF THE
 KK1714'INTERSECTION OF NORTH 11TH AVENUE AND WALNUT STREET IN BRIGHTON,
 KK1714'IN THE FRONT YARD OF HOUSE NO. 1103, 55 FEET EAST OF THE CENTER
 KK1714'OF NORTH 11TH AVENUE, 50 FEET NORTH OF THE CENTER OF WALNUT
 KK1714'STREET, 3.5 FEET SOUTH OF THE FRONT PORCH OF THE HOUSE, AND
 KK1714'2 FEET WEST OF THE WEST EDGE OF SIDEWALK LEADING TO THE HOUSE.
 KK1714'THE UNDERGROUND MARK WAS NOT INSPECTED.
 KK1714'
 KK1714'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED BRIGHT NO 2 1935,
 KK1714'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6
 KK1714'INCHES.  IT IS 29 FEET EAST OF THE CENTER OF NORTH 11TH AVENUE,
 KK1714'12 FEET SOUTH OF THE CENTER OF A ALLEY, AND 1 FOOT EAST OF A
 KK1714'SIDEWALK.
 KK1714'
 KK1714'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BRIGHT NO 3 1935
 KK1714'1959, IS CEMENTED IN A DRILL HOLE IN A SIDEWALK AND IS FLUSH
 KK1714'WITH THE WALK.  IT IS IN THE NORTHWEST ANGLE OF THE INTERSECTION
 KK1714'OF NORTH 11TH AVENUE AND WALNUT STREET, 29.5 FEET WEST OF THE
 KK1714'CENTER OF NORTH 11TH AVENUE, 25 FEET NORTH OF THE CENTER OF
 KK1714'WALNUT STREET, 2.3 FEET SOUTHEAST OF A POWERLINE POLE WITH A
 KK1714'STREET LIGHT.
 KK1714'
 KK1714'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED BRIGHT NO 4
 KK1714'1935, IS CEMENTED IN A DRILL HOLE IN A SIDEWALK AND IS FLUSH
 KK1714'WITH THE WALK.  IT IS 21 FEET NORTH OF THE CENTER OF WALNUT
 KK1714'STREET, AND 2.3 FEET SOUTH OF THE NORTH EDGE OF THE SIDEWALK
 KK1714'IN FRONT OF HOUSE NO. 1103 WALNUT.
 KK1714'
 KK1714'AZIMUTH MARK, A STANDARD DISK STAMPED BRIGHT 1935 AZ. 2 1966,
 KK1714'IS CEMENTED IN A DRILL HOLE IN A CURB AND IS FLUSH WITH THE
 KK1714'CURB.  IT IS IN THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 KK1714'NORTH 9TH AVENUE AND WALNUT STREET, 39 FEET SOUTH OF THE CENTER
 KK1714'OF WALNUT STREET, 17.5 FEET WEST OF THE CENTER OF NORTH 9TH
 KK1714'AVENUE, AND 3.3 FEET EAST OF A FIRE HYDRANT.
 KK1714'
 KK1714'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON WALNUT
 KK1714'STREET FOR 0.15 MILE TO THE MARK IN THE SOUTHWEST ANGLE OF THE
 KK1714'INTERSECTION.
 KK1714'
 KK1714'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BRIGHTON
 KK1714
 KK1714                          STATION RECOVERY (1976)
 KK1714
 KK1714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 KK1714'STATION MARK, REFERENCE MARKS 2, 3, 4 AND THE AZIMUTH MARK WERE ALL
 KK1714'RECOVERED IN GOOD CONDITION.
 KK1714'
 KK1714'STATION MARK IS UNDER A CEDAR TREE AND IS VERY DIFFICULT TO PUT UP
 KK1714'A TRIPOD TO OCCUPY THE MARK.  LIMBS OF THE TREE HAVE TO BE TIED BACK
 KK1714'WITH A NUMEROUS AMOUNT OF LINE NOW.  REFERENCE MARK NUMBER 4 COULD
 KK1714'NOT BE OBSERVED AND REFERENCE MARK NUMBER 2 IS BLOCKED BY HOUSE.  A
 KK1714'NEW REFERENCE MARK, NUMBER 5 WAS ESTABLISHED AT THIS TIME AND
 KK1714'TRAVERSE CONNECTION MADE.  THIS MARK CAN NOW BE OCCUPIED.  MR. H.
 KK1714'WAYNE NEVINS, PROPERTY OWNER STATED THAT THE TREE MIGHT BE MOVED
 KK1714'SOMTIME BUT NOT IN THE NEAR FUTHER.
 KK1714'
 KK1714'LOCATION OF THE STATION WAS FOUND TO BE ADEQUATE.
 KK1714'
 KK1714'LINE OF SIGHT TO THE AZIMUTH MARK AND THE BRIGHTON MUNICIPAL WATER
 KK1714'TANK WAS PARTIALLY OBSTRUCTED BY TREE LIMBS FROM STATION MARK.
 KK1714'
 KK1714'STATION MARK IS A STANDARD STATION MARK DISK, STAMPED BRIGHT 1935,
 KK1714'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT ABOUT 3 INCHES BELOW THE
 KK1714'GROUND.  MARK IS 74 FEET NORTHEAST OF 11TH AVENUE-WALNUT STREET
 KK1714'INTERSECTION, 54.2 FEET EAST OF THE CENTER OF 11TH AVENUE, 49
 KK1714'1/2 FEET NORTH OF THE APPROXIMATE CENTER OF WALNUT STREET, 3.5
 KK1714'FEET SOUTH OF MR. NEVINS FROUNT PORCH, 2.0 FEET WEST OF THE WEST
 KK1714'EDGE OF A CONCRETE WALK TO HOUSE AND UNDER THE SOUTH PART OF A
 KK1714'CEDAR TREE.
 KK1714'
 KK1714'REFERENCE MARK NUMBER 2 DISK IS STAMPED BRIGHT NO 2 1935, SET IN THE
 KK1714'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 5 INCHES.  MARK IS 49.3
 KK1714'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE NEVINS HOUSE, 32.2
 KK1714'FEET SOUTHWEST OF A POWERLINE POLE, 12 FEET SOUTH OF AN ALLEYWAY AND
 KK1714'1 FOOT EAST OF A CONCRETE SIDEWALK.
 KK1714'
 KK1714'REFERENCE MARK NUMBER 3 DISK IS STAMPED BRIGHT NO 3 1935 1958,
 KK1714'CEMENTED IN A DRILL HOLE, IN THE TOP OF A CONCRETE SIDEWALK.  MARK
 KK1714'IS 40 FEET NORTHWEST OF THE 11TH AVENUE-WALNUT STREET INTERSECTION,
 KK1714'2.6 FEET SOUTHEAST OF A POWERLINE POLE, 3.5 FEET SOUTH OF A STOP
 KK1714'SIGN POST AND 4 INCHES SOUTHEAST OF THE NORTHWEST EDGE OF
 KK1714'CONCRETE WALK.
 KK1714'
 KK1714'REFERENCE MARK NUMBER 4 DISK IS STAMPED BRIGHT NO 4 1935, CEMENTED IN
 KK1714'A DRILL HOLE, IN THE TOP OF A CONCRETE CURB, 63 FEET NORTHEAST OF
 KK1714'THE 11TH AVENUE-WALNUT INTERSECTION, 21 FEET NORTH OF THE
 KK1714'APPROXIMATE CENTER OF WALNUT STREET AND 3 INCHES NORTH OF THE SOUTH
 KK1714'EDGE OF THE CURB.
 KK1714'
 KK1714'REFERENCE MARK NUMBER 5 IS A REFERENCE MARK DISK, STAMPED BRIGHT 1935
 KK1714'NO 5 1976, CEMENTED IN A DRILL HOLE, IN THE TOP OF A CONCRETE WALK
 KK1714'IN FROUNT OF THE CORNER HOME OF MR. H. WAYNE NEVINS OF 1103 E.
 KK1714'WALNUT STREET.  REFERENCE MARK NUMBER 5 IS 51 FEET EAST-NORTHEAST
 KK1714'OF 11TH AVENUE-WALNUT STREET INTERSECTION, 46 FEET EAST OF THE
 KK1714'APPROXIMATE CENTER OF 11TH AVENUE, 21 FEET NORTH OF THE
 KK1714'APPROXIMATE CENTER OF WALNUT STREET, 31.7 FEET SOUTH OF THE
 KK1714'SOUTHWEST EDGE OF THE NEVINS HOUSE PORCH AND 12 FEET WEST OF A
 KK1714'CONCRETE WALK LEADING TO THE NEVINS HOUSE.
 KK1714'
 KK1714'AZIMUTH MARK DISK IS STAMPED BRIGHT 1935 AZ 2 1966, CEMENTED IN A
 KK1714'DRILL HOLE, IN THE TOP OF A CONCRETE CURB IN THE SOUTHWEST ANGLE OF
 KK1714'9TH AVENUE-WALNUT STREET INTERSECTION, 39 FEET SOUTH OF THE
 KK1714'APPROXIMATE CENTER OF WALNUT STREET, 18 FEET WEST OF THE
 KK1714'APPROXIMATE CENTER OF 9TH AVENUE AND 3.3 FEET EAST OF A FIRE
 KK1714'HYDRANT.
 KK1714'
 KK1714'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT BRIGHTON.
 KK1714'
 KK1714'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 KK1714
 KK1714                          STATION RECOVERY (1981)
 KK1714
 KK1714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 KK1714'STATION BRIGHT WAS NOT RECOVERED AT THIS TIME.  THE AZIMUTH MARK WAS
 KK1714'BLOCKED TO STATION BY A NUMEROUS AMOUNT OF CARS AT TIME OF OCCUPATION.
 KK1714'REFERENCE MARK 3 DISK WAS FOUND RESET OUT OF ITS ORIGINAL POSITION IN
 KK1714'NEW SECTION OF CONCRETE WALK, DISK WAS RESTAMPED, NO 6 AND TIED AT
 KK1714'THIS TIME.  DISTANCE TO REFERENCE MARKS 2 AND 4 COMPARED FAVORABLY
 KK1714'WITH 1976 DATA, HORIZONTAL.  ANGLE BETWEEN THE REFERENCE MARKS CHECKED
 KK1714'ADEQUATELY BUT THE DIRECTION TO MARKS FROM THE WATER TANK DID NOT
 KK1714'COMPARE BY 4 DEGREES.  REFERENCE MARKS 2, 4, 5 AND AZIMUTH MARK WERE
 KK1714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1723 ***********************************************************************
 KK1723  DESIGNATION -  BRIGHT RM 5
 KK1723  PID         -  KK1723
 KK1723  STATE/COUNTY-  CO/ADAMS
 KK1723  USGS QUAD   -  BRIGHTON (1994)
 KK1723
 KK1723                         *CURRENT SURVEY CONTROL
 KK1723  ___________________________________________________________________
 KK1723* NAD 83(1992)-  39 59 19.18595(N)    104 48 30.78562(W)     ADJUSTED  
 KK1723* NAVD 88     -      1519.     (meters)    4984.     (feet)  SCALED    
 KK1723  ___________________________________________________________________
 KK1723  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 KK1723  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 KK1723
 KK1723  HORZ ORDER  -  SECOND
 KK1723
 KK1723.The horizontal coordinates were established by classical geodetic methods
 KK1723.and adjusted by the National Geodetic Survey in January 1993..
 KK1723
 KK1723.The orthometric height was scaled from a topographic map.
 KK1723
 KK1723.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1723
 KK1723.The geoid height was determined by GEOID03.
 KK1723
 KK1723;                    North         East     Units Scale Factor Converg.
 KK1723;SPC CO N     -   377,791.923   973,454.509   MT  0.99996725   +0 26 48.4
 KK1723;SPC CO N     - 1,239,472.33  3,193,742.00   sFT  0.99996725   +0 26 48.4
 KK1723;SPC CO C     -   544,296.685   973,459.776   MT  1.00005595   +0 26 09.9
 KK1723;SPC CO C     - 1,785,746.71  3,193,759.28   sFT  1.00005595   +0 26 09.9
 KK1723;UTM  13      - 4,426,516.446   516,344.689   MT  0.99960329   +0 07 22.9
 KK1723
 KK1723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1723!SPC CO N     -   0.99976459  x   0.99996725  =   0.99973185
 KK1723!SPC CO C     -   0.99976459  x   1.00005595  =   0.99982053
 KK1723!UTM  13      -   0.99976459  x   0.99960329  =   0.99936798
 KK1723
 KK1723|---------------------------------------------------------------------|
 KK1723| PID    Reference Object                     Distance      Geod. Az  |
 KK1723|                                                           dddmmss.s |
 KK1723| KK1714 BRIGHT                                8.938 METERS 01714     |
 KK1723| CP6656 BRIGHT RM 4                           4.220 METERS 09324     |
 KK1723| KK1717 BRIGHTON MUNICIPAL TANK             APPROX. 0.7 KM 2431049.0 |
 KK1723| KK1722 BRIGHT AZ MK 2                      251.969 METERS 26604     |
 KK1723| CP6655 BRIGHT RM 3                          23.174 METERS 27250     |
 KK1723| CP6657 BRIGHT TP                                          34101     |
 KK1723| CP6654 BRIGHT RM 2                          36.107 METERS 35134     |
 KK1723|---------------------------------------------------------------------|
 KK1723
 KK1723                          SUPERSEDED SURVEY CONTROL
 KK1723
 KK1723  NAD 83(1986)-  39 59 19.17719(N)    104 48 30.78550(W) AD(       ) 2
 KK1723  NAD 27      -  39 59 19.23223(N)    104 48 28.89067(W) AD(       ) 2
 KK1723
 KK1723.Superseded values are not recommended for survey control.
 KK1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1723.See file dsdata.txt to determine how the superseded data were derived.
 KK1723
 KK1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE1634526516(NAD 83)
 KK1723_MARKER: DR = REFERENCE MARK DISK
 KK1723_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KK1723_SP_SET: WALKWAY
 KK1723_STAMPING: BRIGHT 1935 NO 5 1976
 KK1723_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK1723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1723
 KK1723  HISTORY     - Date     Condition        Report By
 KK1723  HISTORY     - 1976     MONUMENTED       NGS
 KK1723  HISTORY     - 19810318 GOOD             NGS
 KK1723
 KK1723                          STATION DESCRIPTION
 KK1723
 KK1723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 KK1723'STATION MARK, REFERENCE MARK 2, 4 AND AZIMUTH MARK WERE RECOVERED IN
 KK1723'GOOD CONDITION.  STATION BRIGHT WAS NOT RECOVERED AT THIS TIME.  THE
 KK1723'AZIMUTH MARK WAS BLOCKED TO STATION BY A NUMEROUS AMOUNT OF CARS AT
 KK1723'TIME OF OCCUPATION.  REFERENCE MARK 3 DISK WAS FOUND RESET OUT OF ITS
 KK1723'ORIGINAL POSITION IN NEW SECTION OF CONCRETE WALK, DISK WAS RESTAMPED,
 KK1723'NO 6 AND TIED AT THIS TIME.  DISTANCE TO REFERENCE MARKS 2 AND 4
 KK1723'COMPARED FAVORABLY WITH 1976 DATA, HORIZONTAL.  ANGLE BETWEEN THE
 KK1723'REFERENCE MARKS CHECKED ADEQUATELY BUT THE DIRECTION TO MARKS FROM THE
 KK1723'WATER TANK DID NOT COMPARE BY 4 DEGREES.  STATION IS A STANDARD
 KK1723'REFERENCE MARK DISK STAMPED--BRIGHT 1935 NO 5 1976--, SET IN A DRILL
 KK1723'HOLE, IN TOP OF A CONCRETE WALK.  REFERENCE MARKS 2 AND 4 WERE
 KK1723'RECOVERED AS WAS DESCRIBED IN THE 1976 DESCRIPTION DATA. REFERENCE
 KK1723'MARK 6, IS A STANDARD DISK STAMPED--BRIGHT 1935 NO 6 1980--, CEMENTED
 KK1723'IN A DRILL HOLE IN TOP OF A CONCRETE WALK, 44 FEET (13.4 M) NORTHWEST
 KK1723'OF 11TH AVENUE AND WALNUT STREET INTERSECTION 2.2 FEET (0.7 M)
 KK1723'SOUTHEAST OF A CITY STREET LIGHT POLE, 3 INCHES SOUTHEAST OF THE NORTH
 KK1723'EDGE OF THE CONCRETE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1238 ***********************************************************************
 LL1238  CBN         -  This is a Cooperative Base Network Control Station.
 LL1238  DESIGNATION -  BRIGHTON 2
 LL1238  PID         -  LL1238
 LL1238  STATE/COUNTY-  CO/WELD
 LL1238  USGS QUAD   -  FORT LUPTON (1994)
 LL1238
 LL1238                         *CURRENT SURVEY CONTROL
 LL1238  ___________________________________________________________________
 LL1238* NAD 83(1992)-  40 01 41.34462(N)    104 45 30.14283(W)     ADJUSTED  
 LL1238* NAVD 88     -      1591.7    (meters)    5222.     (feet)  GPS OBS   
 LL1238  ___________________________________________________________________
 LL1238  X           -  -1,246,179.299 (meters)                     COMP
 LL1238  Y           -  -4,730,512.681 (meters)                     COMP
 LL1238  Z           -   4,081,391.689 (meters)                     COMP
 LL1238  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 LL1238  ELLIP HEIGHT-        1573.67  (meters)          (10/21/02) GPS OBS
 LL1238  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 LL1238
 LL1238  HORZ ORDER  -  B
 LL1238  ELLP ORDER  -  FOURTH    CLASS II
 LL1238
 LL1238.The horizontal coordinates were established by GPS observations
 LL1238.and adjusted by the National Geodetic Survey in May 1992..
 LL1238
 LL1238.The orthometric height was determined by GPS observations and a
 LL1238.high-resolution geoid model.
 LL1238
 LL1238.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1238
 LL1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1238
 LL1238.The ellipsoidal height was determined by GPS observations
 LL1238.and is referenced to NAD 83.
 LL1238
 LL1238.The geoid height was determined by GEOID03.
 LL1238
 LL1238;                    North         East     Units Scale Factor Converg.
 LL1238;SPC CO N     -   382,210.848   977,703.209   MT  0.99996435   +0 28 45.1
 LL1238;SPC CO N     - 1,253,970.09  3,207,681.28   sFT  0.99996435   +0 28 45.1
 LL1238;SPC CO C     -   548,715.212   977,709.735   MT  1.00006689   +0 28 03.9
 LL1238;SPC CO C     - 1,800,243.16  3,207,702.69   sFT  1.00006689   +0 28 03.9
 LL1238;UTM  13      - 4,430,909.703   520,616.746   MT  0.99960523   +0 09 19.5
 LL1238
 LL1238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1238!SPC CO N     -   0.99975319  x   0.99996435  =   0.99971755
 LL1238!SPC CO C     -   0.99975319  x   1.00006689  =   0.99982006
 LL1238!UTM  13      -   0.99975319  x   0.99960523  =   0.99935851
 LL1238
 LL1238|---------------------------------------------------------------------|
 LL1238| PID    Reference Object                     Distance      Geod. Az  |
 LL1238|                                                           dddmmss.s |
 LL1238| CP6658 BRIGHTON 2 RM 3                       9.707 METERS 05136     |
 LL1238| LL1229 HUDSON WATER TANK                   APPROX.11.4 KM 0644648.0 |
 LL1238| CP6659 BRIGHTON 2 RM 4                       8.981 METERS 17725     |
 LL1238| KK1717 BRIGHTON MUNICIPAL TANK             APPROX. 6.8 KM 2261455.6 |
 LL1238| KK1718 BRIGHTON KUNER EMPSON CO TANK       APPROX. 6.7 KM 2361324.0 |
 LL1238| KK1715 BRIGHTON GR WEST SUGAR CO TANK      APPROX. 6.2 KM 2384111.2 |
 LL1238| CP6661 BRIGHTON AZ MK                                     2771901.0 |
 LL1238|---------------------------------------------------------------------|
 LL1238
 LL1238                          SUPERSEDED SURVEY CONTROL
 LL1238
 LL1238  ELLIP H (05/26/92) 1573.71   (m)                       GP(       ) 4 1
 LL1238  NAD 83(1986)-  40 01 41.33823(N)    104 45 30.14539(W) AD(       ) 1
 LL1238  NAD 27      -  40 01 41.39906(N)    104 45 28.25093(W) AD(       ) 1
 LL1238  NGVD 29 (07/19/86) 1590.3    (m)         5218.     (f) VERT ANG       
 LL1238
 LL1238.Superseded values are not recommended for survey control.
 LL1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1238.See file dsdata.txt to determine how the superseded data were derived.
 LL1238
 LL1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE2061730910(NAD 83)
 LL1238_MARKER: DH = HORIZONTAL CONTROL DISK
 LL1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1238_SP_SET: CONCRETE POST
 LL1238_STAMPING: BRIGHTON 2 USGS 1975
 LL1238_MARK LOGO: NGS   
 LL1238_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1238+STABILITY: SURFACE MOTION
 LL1238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1238+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2004
 LL1238
 LL1238  HISTORY     - Date     Condition        Report By
 LL1238  HISTORY     - 1975     MONUMENTED       NGS
 LL1238  HISTORY     - 1979     GOOD             NGS
 LL1238  HISTORY     - 19910515 GOOD             NGS
 LL1238  HISTORY     - 19950928 GOOD             CHANCE
 LL1238  HISTORY     - 19960717 GOOD             MSAM
 LL1238  HISTORY     - 20040809 GOOD             USPSQD
 LL1238
 LL1238                          STATION DESCRIPTION
 LL1238
 LL1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LL1238'STATION RECOVERED AS WAS DESCRIBED IN THE 1975 DESCRIPTION.  STATION
 LL1238'RECOVERED AND OCCUPIED AT THIS TIME FOR MAIN PURPOSE OF OBTAINING A
 LL1238'DISTANCE TO THE AZIMUTH MARK.
 LL1238
 LL1238                          STATION RECOVERY (1991)
 LL1238
 LL1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LL1238'STATION IS LOCATED ABOUT 7.5 KM (4.7 MI) SOUTHEAST OF FORT LUPTON, 7.5
 LL1238'KM (4.7 MI) NORTHEAST OF BRIGHTON, 0.5 KM (0.3 MI) WEST OF A METAL
 LL1238'TOWER POWERLINE, ON THE NORTHWEST ONE OF TWO KNOLLS ON THE SAME HILL,
 LL1238'IN THE NORTHEAST 1/4 OF SECTION 27, T 1 N, R 66 W.
 LL1238'OWNERSHIP--CLINTON RITCHEY, 10406 HIGHWAY 52, HUDSON, CO 80642.
 LL1238'PHONE IS 303-536-4768.
 LL1238'TO REACH FROM THE JUNCTION OF US HIGHWAY 85 AND STATE HIGHWAY 52 ON
 LL1238'THE WEST SIDE OF FORT LUPTON, GO SOUTH ON HIGHWAY 85 FOR 5.52 KM
 LL1238'(3.43 MI) TO A PAVED CROSSROAD.  TURN LEFT, EAST, ON ROAD 6 FOR 0.65
 LL1238'KM (0.40 MI) TO A PAVED CROSSROAD.  CONTINUE EAST ON GRAVEL ROAD FOR
 LL1238'4.8 KM (3.0 MI) TO THE POWER LINE, ROAD 33 ON THE LEFT AND A FIELD
 LL1238'ENTRANCE ON THE RIGHT.  TURN RIGHT, PASSING THROUGH GATE, THEN TURN
 LL1238'RIGHT, WEST-SOUTHWEST ACROSS PASTURE, PASSING THROUGH A FENCE GAP AND
 LL1238'FOLLOWING LOW RIDGEBACK FOR 0.44 KM (0.27 MI) TO STATION.
 LL1238'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST 10 CM
 LL1238'BELOW GROUND IN A SLIGHT SWALE BETWEEN SLIGHTLY HIGHER GROUND 50 M
 LL1238'(164.0 FT) TO THE NORTHEAST AND 25 M (82.0 FT) TO THE SOUTHEAST. IT
 LL1238'IS 143.5 M (470.8 FT) SOUTH OF THE SECTION ROAD RIGHT-OF-WAY FENCE,
 LL1238'31 M (101.7 FT) SOUTHEAST OF A NOTICEABLE DROP-OFF, 42 M (137.8 FT)
 LL1238'EAST-NORTHEAST OF THE MOST WESTERLY POINT OF THE KNOLL, 0.5 M
 LL1238'(1.6 FT) NORTH OF A METAL WITNESS POST, AND 9.9 M (32.5 FT) SOUTHWEST
 LL1238'OF A METAL WITNESS POST AT REFERENCE MARK 3.
 LL1238'DESCRIBED BY G.R.HEID
 LL1238
 LL1238                          STATION RECOVERY (1995)
 LL1238
 LL1238'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (FND)
 LL1238'STATION AND REFERENCE MARKS NO. 3 AND NO. 4 WERE RECOVERED IN GOOD
 LL1238'CONDITION AS DESCRIBED.  A NEW DESCRIPTION FOLLOWS$THE STATION IS
 LL1238'LOCATED ABOUT 5 MI (8.0 KM) SOUTHEAST OF FORT LUPTON, 4 MI (6.4 KM)
 LL1238'NORTHEAST OF BRIGHTON, 7 MI (11.3 KM) SOUTHWEST OF HUDSON, 2.5 MI (4.0
 LL1238'KM) NORTHWEST OF LOCHBUIE, 0.25 MI (0.40 KM) WEST OF A POWER
 LL1238'TRANSMISSION LINE WITH METAL TOWERS, 0.2 MI (0.3 KM) WEST-NORTHWEST OF
 LL1238'A TALL RADIO MAST, ON THE NORTHWEST ONE OF TWO KNOLLS ON A BROAD HILL,
 LL1238'IN THE NORTHEAST 1/4 OF SECTION 27, T 1 N, R 66 W, 6TH P.M.
 LL1238'OWNERSHIP--CLINTON RITCHEY, 10406 HIGHWAY 52, HUDSON, CO 80642,
 LL1238'TELEPHONE 303-536-4768$TO REACH THE STATION FROM THE INTERSECTION OF
 LL1238'U.S.  HIGHWAY 85 AND STATE HIGHWAY 7 IN BRIGHTON, GO NORTH ALONG
 LL1238'HIGHWAY 85 FOR 3.0 MI (4.8 KM) TO THE INTERSECTION WITH WELD COUNTY
 LL1238'ROAD 6.  TURN LEFT AND GO EAST ALONG WELD COUNTY ROAD 6 FOR 0.4 MI
 LL1238'(0.6 KM) TO AN INTERSECTION WITH A PAVED ROAD.  CONTINUE AHEAD AND GO
 LL1238'EAST ALONG WELD COUNTY ROAD 6 (GRAVEL) FOR 3.1 MI (5.0 KM) TO THE
 LL1238'POWER TRANSMISSION LINE, WELD COUNTY ROAD 33 ON THE LEFT, AND A FIELD
 LL1238'ENTRANCE ON THE RIGHT.  TURN RIGHT AND GO SOUTH THROUGH A METAL GATE,
 LL1238'THEN TURN RIGHT AND GO WEST-SOUTHWEST FOR 0.3 MI (0.5 KM) ACROSS
 LL1238'PASTURE PASSING THROUGH A GAP IN A FENCE AND FOLLOWING LOW RIDGE TO
 LL1238'THE STATION$THE STATION MARK IS A STANDARD NGS HORIZONTAL CONTROL MARK
 LL1238'DISK STAMPED --BRIGHT0N 2 USGS 1975-- SET IN THE TOP OF A ROUND
 LL1238'CONCRETE POST 0.4 FT (12.2 CM) BELOW GROUND LEVEL.  IT IS
 LL1238'APPROXIMATELY 500 FT (152.4 M) SOUTH OF THE CENTERLINE OF WELD COUNTY
 LL1238'ROAD 6, 102 FT (31.1 M) SOUTHEAST OF A NOTICEABLE DROP-OFF, 140 FT
 LL1238'(42.7 M) EAST-NORTHEAST OF THE MOST WESTERLY POINT OF THE KNOLL, 32.7
 LL1238'FT (10.0 M) SOUTHWEST OF A METAL WITNESS POST WITH SIGN AT REFERENCE
 LL1238'MARK NO. 3, 30.5 FT (9.3 M) NORTH OF A CARSONITE WITNESS POST AT
 LL1238'REFERENCE MARK NO. 4, AND 2.0 FT (0.6 M) NORTH OF A METAL WITNESS POST
 LL1238'WITH SIGN$DESCRIBED BY F.N. DREXEL
 LL1238
 LL1238                          STATION RECOVERY (1996)
 LL1238
 LL1238'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1996 (RSC)
 LL1238'RECOVERED AS DESCRIBED.
 LL1238
 LL1238                          STATION RECOVERY (2004)
 LL1238
 LL1238'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL1238'BRIGHTON 2 GOOD
 LL1238'BRIGHTON 3 GOOD
 LL1238'BRIGHTON 4 GOOD WITNESS POST OK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0419 ***********************************************************************
 KK0419  DESIGNATION -  BRIGHTON A
 KK0419  PID         -  KK0419
 KK0419  STATE/COUNTY-  CO/ADAMS
 KK0419  USGS QUAD   -  BRIGHTON (1994)
 KK0419
 KK0419                         *CURRENT SURVEY CONTROL
 KK0419  ___________________________________________________________________
 KK0419* NAD 83(1986)-  39 59 07.     (N)    104 49 13.     (W)     SCALED    
 KK0419* NAVD 88     -      1519.808  (meters)    4986.24   (feet)  POSTED    
 KK0419  ___________________________________________________________________
 KK0419  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 KK0419  DYNAMIC HT  -        1518.430 (meters)    4981.72  (feet)  COMP
 KK0419  MODELED GRAV-     979,663.3   (mgal)                       NAVD 88
 KK0419
 KK0419  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0419
 KK0419.The horizontal coordinates were scaled from a topographic map and have
 KK0419.an estimated accuracy of +/- 6 seconds.
 KK0419
 KK0419.The orthometric height was determined by differential leveling
 KK0419.and adjusted by the National Geodetic Survey in 1992..
 KK0419.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0419.rate of 0.0 thru 1.0 mm/km.
 KK0419
 KK0419.The geoid height was determined by GEOID03.
 KK0419
 KK0419.The dynamic height is computed by dividing the NAVD 88
 KK0419.geopotential number by the normal gravity value computed on the
 KK0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0419.degrees latitude (g = 980.6199 gals.).
 KK0419
 KK0419.The modeled gravity was interpolated from observed gravity values.
 KK0419
 KK0419;                    North         East    Units  Estimated Accuracy
 KK0419;SPC CO N     -   377,410.      972,460.      MT  (+/- 180 meters Scaled)
 KK0419
 KK0419                          SUPERSEDED SURVEY CONTROL
 KK0419
 KK0419  NGVD 29 (??/??/92) 1518.951  (m)         4983.43   (f) ADJ UNCH    1 2
 KK0419
 KK0419.Superseded values are not recommended for survey control.
 KK0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0419.See file dsdata.txt to determine how the superseded data were derived.
 KK0419
 KK0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE153261(NAD 83)
 KK0419_MARKER: DD = SURVEY DISK
 KK0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0419+STABILITY: SURFACE MOTION
 KK0419
 KK0419  HISTORY     - Date     Condition        Report By
 KK0419  HISTORY     - UNK      MONUMENTED       COGS
 KK0419  HISTORY     - 1956     GOOD             NGS
 KK0419  HISTORY     - 1976     GOOD             NGS
 KK0419  HISTORY     - 1983     MARK NOT FOUND   NGS
 KK0419
 KK0419                          STATION DESCRIPTION
 KK0419
 KK0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KK0419'0.2 MI S FROM BRIGHTON.
 KK0419'0.2 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KK0419'AT BRIGHTON, AT THE CROSSING OF BUSH STREET, 65.2 FEET EAST OF
 KK0419'THE EAST RAIL OF THE MAIN TRACK, 50 FEET SOUTH OF THE 5TH POLE
 KK0419'SOUTH OF MILEPOST 19, IN LINE WITH A ROW OF TELEPHONE POLES, 6.6
 KK0419'FEET WEST OF A POWER POLE, 26 FEET SOUTH OF THE CENTER LINE OF
 KK0419'BUSH STREET, 1 FOOT EAST OF A WITNESS POST, SET IN THE TOP OF A
 KK0419'CONCRETE POST WHICH IS FLUSH WITH THE GROUND, IN SECTION 7,
 KK0419'TOWNSHIP 1 SOUTH, RANGE 66 WEST.
 KK0419
 KK0419                          STATION RECOVERY (1976)
 KK0419
 KK0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KK0419'RECOVERED IN GOOD CONDITION.
 KK0419
 KK0419                          STATION RECOVERY (1983)
 KK0419
 KK0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1715 ***********************************************************************
 KK1715  DESIGNATION -  BRIGHTON GR WEST SUGAR CO TANK
 KK1715  PID         -  KK1715
 KK1715  STATE/COUNTY-  CO/ADAMS
 KK1715  USGS QUAD   -  BRIGHTON (1994)
 KK1715
 KK1715                         *CURRENT SURVEY CONTROL
 KK1715  ___________________________________________________________________
 KK1715* NAD 83(1992)-  39 59 57.47514(N)    104 49 12.02780(W)     ADJUSTED  
 KK1715* NAVD 88     -                                                        
 KK1715  ___________________________________________________________________
 KK1715  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 KK1715  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 KK1715
 KK1715  HORZ ORDER  -  THIRD
 KK1715
 KK1715.The horizontal coordinates were established by classical geodetic methods
 KK1715.and adjusted by the National Geodetic Survey in January 1993..
 KK1715
 KK1715
 KK1715.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1715
 KK1715.The geoid height was determined by GEOID03.
 KK1715
 KK1715;                    North         East     Units Scale Factor Converg.
 KK1715;SPC CO N     -   378,965.234   972,467.067   MT  0.99996642   +0 26 21.7
 KK1715;SPC CO N     - 1,243,321.77  3,190,502.37   sFT  0.99996642   +0 26 21.7
 KK1715;UTM  13      - 4,427,694.888   515,364.248   MT  0.99960291   +0 06 56.5
 KK1715
 KK1715                          SUPERSEDED SURVEY CONTROL
 KK1715
 KK1715  NAD 83(1986)-  39 59 57.46788(N)    104 49 12.02531(W) AD(       ) 4
 KK1715  NAD 27      -  39 59 57.52000(N)    104 49 10.12000(W) AD(       ) 3
 KK1715
 KK1715.Superseded values are not recommended for survey control.
 KK1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1715.See file dsdata.txt to determine how the superseded data were derived.
 KK1715
 KK1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE1536427695(NAD 83)
 KK1715_MARKER: 53 = ELEVATED TANK
 KK1715
 KK1715  HISTORY     - Date     Condition        Report By
 KK1715  HISTORY     - 1935     FIRST OBSERVED   CGS
 KK1715  HISTORY     - 1961     GOOD             USGS
 KK1715  HISTORY     - 1975     GOOD             NGS
 KK1715
 KK1715                          STATION DESCRIPTION
 KK1715
 KK1715'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 KK1715'WATER TANK WAS INTERSECTED.
 KK1715
 KK1715                          STATION RECOVERY (1975)
 KK1715
 KK1715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KK1715'STATION RECOVERED AND IS IN GOOD CONDITION.  TANK IS STILL
 KK1715'BEING USED BY THE COMPANY.
 KK1715'
 KK1715'STATION IS LOCATED AT THE NORTH EDGE OF BRIGHTON, ON THE COMPANY
 KK1715'PROPERTY AND ON THE WEST SIDE OF THE COMPANY BUILDING.
 KK1715'
 KK1715'AN ELEVATED STEEL TANK, WHITE IN COLOR, A CONICAL SHAPED ROOF
 KK1715'SUPPORTED BY 4-STEEL LEGS AND IS ABOUT 152 FEET IN HEIGHT.
 KK1715'
 KK1715'POINT INTERSECTED, WAS THE TOP-CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1716 ***********************************************************************
 KK1716  DESIGNATION -  BRIGHTON GR WEST SUGAR CO STK
 KK1716  PID         -  KK1716
 KK1716  STATE/COUNTY-  CO/ADAMS
 KK1716  USGS QUAD   -  BRIGHTON (1994)
 KK1716
 KK1716                         *CURRENT SURVEY CONTROL
 KK1716  ___________________________________________________________________
 KK1716* NAD 83(1992)-  39 59 56.13653(N)    104 49 10.55997(W)     ADJUSTED  
 KK1716* NAVD 88     -                                                        
 KK1716  ___________________________________________________________________
 KK1716  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 KK1716  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 KK1716
 KK1716  HORZ ORDER  -  THIRD
 KK1716
 KK1716.The horizontal coordinates were established by classical geodetic methods
 KK1716.and adjusted by the National Geodetic Survey in January 1993..
 KK1716
 KK1716
 KK1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1716
 KK1716.The geoid height was determined by GEOID03.
 KK1716
 KK1716;                    North         East     Units Scale Factor Converg.
 KK1716;SPC CO N     -   378,924.217   972,502.200   MT  0.99996645   +0 26 22.7
 KK1716;SPC CO N     - 1,243,187.20  3,190,617.63   sFT  0.99996645   +0 26 22.7
 KK1716;UTM  13      - 4,427,653.688   515,399.136   MT  0.99960292   +0 06 57.4
 KK1716
 KK1716                          SUPERSEDED SURVEY CONTROL
 KK1716
 KK1716  NAD 83(1986)-  39 59 56.12807(N)    104 49 10.55807(W) AD(       ) 4
 KK1716  NAD 27      -  39 59 56.18000(N)    104 49 08.66000(W) AD(       ) 3
 KK1716
 KK1716.Superseded values are not recommended for survey control.
 KK1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1716.See file dsdata.txt to determine how the superseded data were derived.
 KK1716
 KK1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE1539927654(NAD 83)
 KK1716_MARKER: 63 = STACK
 KK1716
 KK1716  HISTORY     - Date     Condition        Report By
 KK1716  HISTORY     - 1935     FIRST OBSERVED   CGS
 KK1716  HISTORY     - 1975     GOOD             NGS
 KK1716
 KK1716                          STATION DESCRIPTION
 KK1716
 KK1716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KK1716'STATION RECOVERED AND IS IN GOOD CONDITION.  THE COMPANY IS
 KK1716'STILL USING THE STACK.
 KK1716'
 KK1716'STATION IS LOCATED AT THE NORTH EDGE OF BRIGHTON, ON THE COMPANY
 KK1716'PROPERTY AND ATTACHED TO THE COMPANY BRICK BUILDING.
 KK1716'
 KK1716'A LARGE CONCRETE STACK, ABOUT 300 FEET IN HEIGHT, BLACK IN
 KK1716'COLOR.
 KK1716'
 KK1716'POINT INTERSECTED, WAS TOP-CENTER OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1718 ***********************************************************************
 KK1718  DESIGNATION -  BRIGHTON KUNER EMPSON CO TANK
 KK1718  PID         -  KK1718
 KK1718  STATE/COUNTY-  CO/ADAMS
 KK1718  USGS QUAD   -  BRIGHTON (1994)
 KK1718
 KK1718                         *CURRENT SURVEY CONTROL
 KK1718  ___________________________________________________________________
 KK1718* NAD 83(1992)-  39 59 39.78624(N)    104 49 26.30637(W)     ADJUSTED  
 KK1718* NAVD 88     -                                                        
 KK1718  ___________________________________________________________________
 KK1718  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 KK1718  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 KK1718
 KK1718  HORZ ORDER  -  THIRD
 KK1718
 KK1718.The horizontal coordinates were established by classical geodetic methods
 KK1718.and adjusted by the National Geodetic Survey in January 1993..
 KK1718
 KK1718
 KK1718.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1718
 KK1718.The geoid height was determined by GEOID03.
 KK1718
 KK1718;                    North         East     Units Scale Factor Converg.
 KK1718;SPC CO N     -   378,417.101   972,132.549   MT  0.99996680   +0 26 12.5
 KK1718;SPC CO N     - 1,241,523.44  3,189,404.87   sFT  0.99996680   +0 26 12.5
 KK1718;UTM  13      - 4,427,148.852   515,026.762   MT  0.99960278   +0 06 47.3
 KK1718
 KK1718                          SUPERSEDED SURVEY CONTROL
 KK1718
 KK1718  NAD 83(1986)-  39 59 39.77829(N)    104 49 26.30548(W) AD(       ) 4
 KK1718  NAD 27      -  39 59 39.83000(N)    104 49 24.41000(W) AD(       ) 3
 KK1718
 KK1718.Superseded values are not recommended for survey control.
 KK1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1718.See file dsdata.txt to determine how the superseded data were derived.
 KK1718
 KK1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE1502727149(NAD 83)
 KK1718_MARKER: 53 = ELEVATED TANK
 KK1718
 KK1718  HISTORY     - Date     Condition        Report By
 KK1718  HISTORY     - 1935     FIRST OBSERVED   CGS
 KK1718  HISTORY     - 1953     GOOD             CGS
 KK1718  HISTORY     - 1975     GOOD             NGS
 KK1718
 KK1718                          STATION DESCRIPTION
 KK1718
 KK1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 KK1718'STATION WAS RECOVERED IN GOOD CONDITION.
 KK1718'
 KK1718'THIS IS AN INTERSECTION STATION.
 KK1718
 KK1718                          STATION RECOVERY (1975)
 KK1718
 KK1718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KK1718'STATION WAS RECOVERED AND IS IN GOOD CONDITION.  TANK IS STILL
 KK1718'BEING USED BY THE COMPANY.
 KK1718'
 KK1718'STATION IS LOCATED ON COMPANY PROPERTY, ON THE WEST SIDE OF
 KK1718'THE TOWN OF BRIGHTON, ABOUT 400 FEET WEST OF U.S. HIGHWAY 85
 KK1718'AND AT THE NORTHWEST EDGE OF THE COMPANY OFFICE BUILDING.
 KK1718'
 KK1718'A STEEL ELEVATED TANK, SILVER IN COLOR WITH A CONICAL SHAPED
 KK1718'ROOF THAT IS GREEN IN COLOR.  TANK IS ABOUT 120 FEET IN HEIGHT
 KK1718'AND IS SUPPORTED BY 4 STEEL LEGS.
 KK1718'
 KK1718'POINT INTERSECTED, WAS THE TOP-CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1717 ***********************************************************************
 KK1717  DESIGNATION -  BRIGHTON MUNICIPAL TANK
 KK1717  PID         -  KK1717
 KK1717  STATE/COUNTY-  CO/ADAMS
 KK1717  USGS QUAD   -  BRIGHTON (1994)
 KK1717
 KK1717                         *CURRENT SURVEY CONTROL
 KK1717  ___________________________________________________________________
 KK1717* NAD 83(1992)-  39 59 09.02265(N)    104 48 56.91693(W)     ADJUSTED  
 KK1717* NAVD 88     -                                                        
 KK1717  ___________________________________________________________________
 KK1717  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 KK1717  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 KK1717
 KK1717  HORZ ORDER  -  THIRD
 KK1717
 KK1717.The horizontal coordinates were established by classical geodetic methods
 KK1717.and adjusted by the National Geodetic Survey in January 1993..
 KK1717
 KK1717
 KK1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1717
 KK1717.The geoid height was determined by GEOID03.
 KK1717
 KK1717;                    North         East     Units Scale Factor Converg.
 KK1717;SPC CO N     -   377,473.669   972,837.016   MT  0.99996748   +0 26 31.5
 KK1717;SPC CO N     - 1,238,428.20  3,191,716.11   sFT  0.99996748   +0 26 31.5
 KK1717;UTM  13      - 4,426,201.800   515,725.633   MT  0.99960304   +0 07 06.1
 KK1717
 KK1717                          SUPERSEDED SURVEY CONTROL
 KK1717
 KK1717  NAD 83(1986)-  39 59 09.01411(N)    104 48 56.91700(W) AD(       ) 4
 KK1717  NAD 27      -  39 59 09.08000(N)    104 48 55.01000(W) AD(       ) 3
 KK1717
 KK1717.Superseded values are not recommended for survey control.
 KK1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1717.See file dsdata.txt to determine how the superseded data were derived.
 KK1717
 KK1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE1572626202(NAD 83)
 KK1717_MARKER: 53 = ELEVATED TANK
 KK1717
 KK1717  HISTORY     - Date     Condition        Report By
 KK1717  HISTORY     - 1935     FIRST OBSERVED   CGS
 KK1717  HISTORY     - 1975     GOOD             NGS
 KK1717
 KK1717                          STATION DESCRIPTION
 KK1717
 KK1717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KK1717'STATION RECOVERED AND IS IN GOOD CONDITION.  THE CITY OF
 KK1717'BRIGHTON IS STILL USING THE TANK.
 KK1717'
 KK1717'STATION IS LOCATED ON CITY PROPERTY, ABOUT 20 FEET NORTH OF
 KK1717'THE CITY PUBLICS WORKS BUILDING WHICH IS IN THE NORTHWEST ANGLE
 KK1717'OF BUSH AND 6TH STREETS INTERSECTION AND TANK IS ABOUT 80
 KK1717'FEET WEST OF 6TH STREET.
 KK1717'
 KK1717'A LARGE STEEL ELEVATED TANK, SILVER IN COLOR WITH A CONICAL
 KK1717'SHAPED ROOF BLUE IN COLOR.  TANK IS SUPPORTED BY 4-STEEL LEGS
 KK1717'AND IS ABOUT 175 FEET IN HEIGHT.
 KK1717'
 KK1717'POINT INTERSECTED, WAS THE TOP CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0799 ***********************************************************************
 JJ0799  DESIGNATION -  BRISTOL
 JJ0799  PID         -  JJ0799
 JJ0799  STATE/COUNTY-  CO/PROWERS
 JJ0799  USGS QUAD   -  GRANADA NW (1955)
 JJ0799
 JJ0799                         *CURRENT SURVEY CONTROL
 JJ0799  ___________________________________________________________________
 JJ0799* NAD 83(1992)-  38 10 58.87108(N)    102 22 32.86644(W)     ADJUSTED  
 JJ0799* NAVD 88     -      1163.     (meters)    3816.     (feet)  SCALED    
 JJ0799  ___________________________________________________________________
 JJ0799  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 JJ0799  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 JJ0799
 JJ0799  HORZ ORDER  -  SECOND
 JJ0799
 JJ0799.The horizontal coordinates were established by classical geodetic methods
 JJ0799.and adjusted by the National Geodetic Survey in January 1993..
 JJ0799
 JJ0799.The orthometric height was scaled from a topographic map.
 JJ0799
 JJ0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0799
 JJ0799.The geoid height was determined by GEOID03.
 JJ0799
 JJ0799;                    North         East     Units Scale Factor Converg.
 JJ0799;SPC CO S     -   477,670.856 1,188,064.047   MT  0.99996389   +1 54 58.7
 JJ0799;SPC CO S     - 1,567,158.47  3,897,840.13   sFT  0.99996389   +1 54 58.7
 JJ0799;UTM  13      - 4,229,376.825   729,843.430   MT  1.00025067   +1 37 22.5
 JJ0799
 JJ0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0799!SPC CO S     -   0.99982114  x   0.99996389  =   0.99978504
 JJ0799!UTM  13      -   0.99982114  x   1.00025067  =   1.00007177
 JJ0799
 JJ0799|---------------------------------------------------------------------|
 JJ0799| PID    Reference Object                     Distance      Geod. Az  |
 JJ0799|                                                           dddmmss.s |
 JJ0799| CM8509 BRISTOL RM 1                         15.257 METERS 00039     |
 JJ0799| CM8512 BRISTOL RM 4                         15.279 METERS 00118     |
 JJ0799| JJ0794 GRANADA MUNICIPAL TANK              APPROX.14.3 KM 1564105.5 |
 JJ0799| CM8511 BRISTOL RM 3                          8.752 METERS 17523     |
 JJ0799| CM8510 BRISTOL RM 2                         13.618 METERS 27145     |
 JJ0799| CM8508 BRISTOL AZ MK 2                                    3585639.5 |
 JJ0799| CM8507 BRISTOL AZ MK                                      3595301.5 |
 JJ0799|---------------------------------------------------------------------|
 JJ0799
 JJ0799                          SUPERSEDED SURVEY CONTROL
 JJ0799
 JJ0799  NAD 83(1986)-  38 10 58.86890(N)    102 22 32.86175(W) AD(       ) 2
 JJ0799  NAD 27      -  38 10 58.82877(N)    102 22 31.17613(W) AD(       ) 2
 JJ0799
 JJ0799.Superseded values are not recommended for survey control.
 JJ0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0799.See file dsdata.txt to determine how the superseded data were derived.
 JJ0799
 JJ0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC2984329377(NAD 83)
 JJ0799_MARKER: DS = TRIANGULATION STATION DISK
 JJ0799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0799
 JJ0799  HISTORY     - Date     Condition        Report By
 JJ0799  HISTORY     - 1954     MONUMENTED       CGS
 JJ0799  HISTORY     - 1968     GOOD             CGS
 JJ0799
 JJ0799                          STATION DESCRIPTION
 JJ0799
 JJ0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0799'THE STATION IS LOCATED IN THE WEST EDGE OF A CULTIVATED FIELD.
 JJ0799'IT IS ABOUT 10 MILES AIRLINE NORTHWEST OF HARTMAN, ABOUT
 JJ0799'10 MILES AIRLINE NORTH-NORTHWEST OF GRANADA, AND ABOUT 6 MILES
 JJ0799'AIRLINE NORTHWEST OF BRISTOL.
 JJ0799'
 JJ0799'THE STATION IS A STANDARD DISK STAMPED BRISTOL 1954 AND SET
 JJ0799'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS 6
 JJ0799'INCHES BELOW THE SURFACE.  IT IS 29 FEET EAST OF THE CENTER LINE
 JJ0799'OF THE ROAD, AND 2-1/2 FEET EAST OF A WIRE FENCE.
 JJ0799'
 JJ0799'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BRISTOL NO 1 1954
 JJ0799'AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 JJ0799'IS FLUSH WITH THE GROUND BUT HAS BEEN COVERED BY BLOWING DUST.
 JJ0799'IT IS 29 FEET EAST OF THE CENTER LINE OF THE ROAD, 2-1/2 FEET
 JJ0799'EAST OF A WIRE FENCE AND ABOUT THE SAME ELEVATION AS THE STATION.
 JJ0799'
 JJ0799'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BRISTOL NO 2 1954
 JJ0799'AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 JJ0799'PROJECTS 3 INCHES.  ITIS 15 FEET WEST OF THE CENTER LINE OF
 JJ0799'THE ROAD, 3-1/2 FEET SOUTH OF A WITNESS POST AND ABOUT 2 FEET
 JJ0799'LOWER THAN THE STATION.
 JJ0799'
 JJ0799'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BRISTOL 1954 AND
 JJ0799'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 JJ0799'IS FLUSH WITH THE GROUND AND COVERED BY BLOWING DUST.  IT IS 30
 JJ0799'FEET EAST OF THE CENTER LINE OF THE ROAD, AND 3 FEET WEST OF THE
 JJ0799'WIRE FENCE.  TO REACH THE MARK FROM THE STATION GO NORTH ON THE
 JJ0799'DIRT ROAD FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 JJ0799'
 JJ0799'TO REACH THE STATION FROM THE POST OFFICE IN BRISTOL GO NORTH
 JJ0799'ON STATE HIGHWAY 51 FOR 0.05 MILE TO THE FIRST ROAD NORTH OF THE
 JJ0799'RAILROAD TRACKS.  TURN LEFT, WEST, AND GO 2.5 MILES TO A T-ROAD.
 JJ0799'TURN RIGHT, NORTH, AND GO 0.4 MILE TO A FORK.  TAKE THE RIGHT
 JJ0799'FORK, NORTH, CROSSING THE IRRIGATION CANAL, AND GO 2.1 MILES
 JJ0799'TO A T-ROAD.  TURN LEFT, WEST, AND GO 1.0 MILE TO WHERE THE
 JJ0799'ROAD TURNS RIGHT.  TURN RIGHT, NORTH, AND GO 1.7 MILES TO
 JJ0799'THE STATION ON THE RIGHT AND THE WITNESS POST ON THE LEFT.
 JJ0799'
 JJ0799'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 JJ0799
 JJ0799                          STATION RECOVERY (1968)
 JJ0799
 JJ0799'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JJ0799'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 JJ0799'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE AZIMUTH
 JJ0799'MARK WERE DESTROYED BY ROAD CONSTRUCTION.
 JJ0799'
 JJ0799'REFERENCE MARK NO. 3, REFERENCE MARK NO. 4, AND AN AZIMUTH
 JJ0799'MARK WERE SET.
 JJ0799'
 JJ0799'FOLLOWING IS A NEW DESCRIPTION.
 JJ0799'
 JJ0799'TO REACH THE STATION FROM THE POST OFFICE IN BRISTOL, GO NORTH
 JJ0799'ON STATE HIGHWAY 51 FOR 0.05 MILE TO THE FIRST ROAD NORTH
 JJ0799'OF THE RAILROAD TRACKS.  TURN LEFT, WEST, AND GO 2.5 MILES TO A
 JJ0799'T-ROAD.  TURN RIGHT, NORTH, AND GO 0.4 MILE TO A FORK.  TAKE
 JJ0799'THE RIGHT FORK, NORTH, CROSSING THE IRRIGATION CANAL, AND
 JJ0799'GO 2.1 MILES TO A T-ROAD.  TURN LEFT, WEST, AND GO 1.0 MILE TO
 JJ0799'WHERE THE ROAD TURNS RIGHT.  TURN RIGHT, NORTH, AND GO 1.7
 JJ0799'MILES TO THE STATION ON THE RIGHT.
 JJ0799'
 JJ0799'STATION MARK, A STANDARD DISK STAMPED BRISTOL 1954, IS SET
 JJ0799'IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 10 INCHES.
 JJ0799'IT IS 22 FEET EAST OF THE CENTER OF THE ROAD AND 1.5 FEET
 JJ0799'SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND MARK WAS NOT
 JJ0799'INSPECTED.
 JJ0799'
 JJ0799'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED BRISTOL 1954
 JJ0799'NO. 3 1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 JJ0799'PROJECTS 4 INCHES.  IT IS 24 FEET EAST OF THE CENTER OF THE ROAD.
 JJ0799'
 JJ0799'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED BRISTOL 1954
 JJ0799'NO. 4 1968, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 JJ0799'PROJECTS 4 INCHES.  IT IS 24 FEET EAST OF THE CENTER OF THE ROAD.
 JJ0799'
 JJ0799'AZIMUTH MARK, A STANDARD DISK STAMPED BRISTOL 1954 1968, IS
 JJ0799'SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3
 JJ0799'INCHES.  IT IS 24 FEET WEST OF THE CENTER OF THE ROAD, 1.5 FEET
 JJ0799'SOUTH OF A METAL WITNESS POST, AND IN A NORTH-SOUTH FENCELINE.
 JJ0799'
 JJ0799'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 JJ0799'GRADED ROAD FOR 0.5 MILE TO THE MARK ON THE LEFT.
 JJ0799'
 JJ0799'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6 MILES
 JJ0799'NW OF BRISTOL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0796 ***********************************************************************
 JJ0796  DESIGNATION -  BRISTOL DES MARTEAU COMM ELEV
 JJ0796  PID         -  JJ0796
 JJ0796  STATE/COUNTY-  CO/PROWERS
 JJ0796  USGS QUAD   -  GRANADA (1953)
 JJ0796
 JJ0796                         *CURRENT SURVEY CONTROL
 JJ0796  ___________________________________________________________________
 JJ0796* NAD 83(1992)-  38 07 18.92147(N)    102 18 30.74402(W)     ADJUSTED  
 JJ0796* NAVD 88     -      1120.     (meters)    3675.     (feet)  VERTCON   
 JJ0796  ___________________________________________________________________
 JJ0796  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 JJ0796  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 JJ0796
 JJ0796  HORZ ORDER  -  THIRD
 JJ0796
 JJ0796.The horizontal coordinates were established by classical geodetic methods
 JJ0796.and adjusted by the National Geodetic Survey in January 1993..
 JJ0796
 JJ0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0796
 JJ0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0796
 JJ0796.The geoid height was determined by GEOID03.
 JJ0796
 JJ0796;                    North         East     Units Scale Factor Converg.
 JJ0796;SPC CO S     -   471,092.498 1,194,184.687   MT  0.99995797   +1 57 27.3
 JJ0796;SPC CO S     - 1,545,575.97  3,917,920.93   sFT  0.99995797   +1 57 27.3
 JJ0796;UTM  13      - 4,222,765.082   735,932.068   MT  1.00028561   +1 39 44.3
 JJ0796
 JJ0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0796!SPC CO S     -   0.99982792  x   0.99995797  =   0.99978589
 JJ0796!UTM  13      -   0.99982792  x   1.00028561  =   1.00011348
 JJ0796
 JJ0796                          SUPERSEDED SURVEY CONTROL
 JJ0796
 JJ0796  NAD 83(1986)-  38 07 18.92024(N)    102 18 30.73966(W) AD(       ) 4
 JJ0796  NAD 27      -  38 07 18.86894(N)    102 18 29.04794(W) AD(       ) 3
 JJ0796  NGVD 29 (07/19/86) 1120.     (m)         3675.     (f) VERT ANG       
 JJ0796
 JJ0796.Superseded values are not recommended for survey control.
 JJ0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0796.See file dsdata.txt to determine how the superseded data were derived.
 JJ0796
 JJ0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC3593222765(NAD 83)
 JJ0796_MARKER: 65 = GRAIN ELEVATOR
 JJ0796
 JJ0796  HISTORY     - Date     Condition        Report By
 JJ0796  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0796  HISTORY     - 1954     GOOD             CGS
 JJ0796
 JJ0796                          STATION DESCRIPTION
 JJ0796
 JJ0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0796'THE STATION IS LOCATED IN THE EAST-NORTHEAST PART OF THE VILLAGE OF
 JJ0796'BRISTOL.
 JJ0796'
 JJ0796'THE ELEVATOR IS A LARGE, CONCRETE STRUCTURE, CONSISTING OF A GROUP
 JJ0796'OF CYLINDRICAL BINS ABOUT 120 FEET HIGH, WITH A 34-FOOT HEADHOUSE
 JJ0796'ON TOP.  THE CENTER OF THE HEADHOUSE WAS INTERSECTED.
 JJ0796
 JJ0796                          STATION RECOVERY (1954)
 JJ0796
 JJ0796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 JJ0796'STATION MARK--CENTER OF HEAD HOUSE ON TOP OF ELEVATOR WAS
 JJ0796'INTERSECTED.
 JJ0796'
 JJ0796'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0576 ***********************************************************************
 HL0576  DESIGNATION -  BRISTOL HEAD
 HL0576  PID         -  HL0576
 HL0576  STATE/COUNTY-  CO/MINERAL
 HL0576  USGS QUAD   -  BRISTOL HEAD (1986)
 HL0576
 HL0576                         *CURRENT SURVEY CONTROL
 HL0576  ___________________________________________________________________
 HL0576* NAD 83(1992)-  37 47 35.64389(N)    107 03 18.34220(W)     ADJUSTED  
 HL0576* NAVD 88     -      3875.5    (meters)   12715.     (feet)  VERTCON   
 HL0576  ___________________________________________________________________
 HL0576  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 HL0576  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 HL0576
 HL0576  HORZ ORDER  -  FIRST
 HL0576
 HL0576.The horizontal coordinates were established by classical geodetic methods
 HL0576.and adjusted by the National Geodetic Survey in January 1993..
 HL0576
 HL0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0576
 HL0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0576
 HL0576.The geoid height was determined by GEOID03.
 HL0576
 HL0576;                    North         East     Units Scale Factor Converg.
 HL0576;SPC CO S     -   430,971.435   777,445.168   MT  0.99994565   -0 57 13.9
 HL0576;SPC CO S     - 1,413,945.45  2,550,668.02   sFT  0.99994565   -0 57 13.9
 HL0576;UTM  13      - 4,184,863.490   319,052.972   MT  1.00000329   -1 15 35.0
 HL0576
 HL0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0576!SPC CO S     -   0.99939467  x   0.99994565  =   0.99934035
 HL0576!UTM  13      -   0.99939467  x   1.00000329  =   0.99939796
 HL0576
 HL0576:                Primary Azimuth Mark                     Grid Az
 HL0576:SPC CO S     -  TROUT                                    121 10 57.6
 HL0576:UTM  13      -  TROUT                                    121 29 18.7
 HL0576
 HL0576|---------------------------------------------------------------------|
 HL0576| PID    Reference Object                     Distance      Geod. Az  |
 HL0576|                                                           dddmmss.s |
 HL0576| HL0554 TROUT                               APPROX.27.3 KM 1201343.7 |
 HL0576| CM6133 BRISTOL HEAD RM 2                    13.297 METERS 14916     |
 HL0576| CM6131 BRISTOL HEAD AZ MK                                 3175532.3 |
 HL0576| CM6132 BRISTOL HEAD RM 1                     8.360 METERS 32131     |
 HL0576|---------------------------------------------------------------------|
 HL0576
 HL0576                          SUPERSEDED SURVEY CONTROL
 HL0576
 HL0576  NAD 83(1986)-  37 47 35.64051(N)    107 03 18.34529(W) AD(       ) 1
 HL0576  NAD 27      -  37 47 35.64010(N)    107 03 16.17070(W) AD(       ) 1
 HL0576  NGVD 29 (07/19/86) 3873.6    (m)        12709.     (f) VERT ANG       
 HL0576
 HL0576.Superseded values are not recommended for survey control.
 HL0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0576.See file dsdata.txt to determine how the superseded data were derived.
 HL0576
 HL0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB1905384863(NAD 83)
 HL0576_MARKER: DD = SURVEY DISK
 HL0576_SETTING: 66 = SET IN ROCK OUTCROP
 HL0576
 HL0576  HISTORY     - Date     Condition        Report By
 HL0576  HISTORY     - 1956     MONUMENTED       USGS
 HL0576  HISTORY     - 1958     GOOD             USGS
 HL0576  HISTORY     - 1964     GOOD             USGS
 HL0576
 HL0576                          STATION DESCRIPTION
 HL0576
 HL0576'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 HL0576'STATION LOCATED IN MINERAL COUNTY, APPROXIMATELY 8 MI. AIRLINE SW.
 HL0576'OF CREEDE, COLORADO, 1.5 MI. E. OF SANTA MARIA LAKE, ON THE
 HL0576'HIGHEST POINT OF BRISTOL HEAD MOUNTAIN.
 HL0576'
 HL0576'TO REACH STATION FROM CREEDE POST OFFICE, GO SW. OUT OF CREEDE ON
 HL0576'STATE HIGHWAY 149 3.0 MI. TO RD. FORK, TAKE RIGHT FORK AND GO 1.2
 HL0576'MI. TO MC KENZIE STOCK DRIVEWAY.  THIS IS THE END OF VEHICLE TRAVEL.
 HL0576'PACK NW. ALONG MC KENZIE STOCK DRIVEWAY TO HEADWATERS OF SHALLOW
 HL0576'CREEK, CROSS CREEK AND CONTINUE ON TRAIL TO CABIN AND TRAIL FORK,
 HL0576'TAKE LEFT FORK AND FOLLOW TRAIL W. THROUGH SADDLE AND INTO OURAY
 HL0576'PARK, GO THROUGH PARK TO S. AND ON TO HIGH GRASSY TOP KNOWN AS
 HL0576'BRISTOL HEAD.  STATION IS ON HIGHEST POINT NEAR EDGE OF CLIFF.
 HL0576'APPROXIMATE PACK TIME WITH HORSES - 6 HOURS.
 HL0576
 HL0576                          STATION RECOVERY (1958)
 HL0576
 HL0576'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958 (OSR)
 HL0576'STATION IS LOCATED ABOUT 8-1/2 MILES NORTHWEST OF SPAR CITY, 7
 HL0576'MILES WEST AND 3-1/2 MILES SOUTH OF CREEDE, 1-1/2 MILES EAST OF
 HL0576'THE SANTA-MARIA RESERVOIR, ON THE HIGHEST POINT OF THE HIGHEST
 HL0576'ONE AND WEST ONE OF TWO ROCKY PEAKS AND ON THE SOUTH EDGE OF A
 HL0576'VERY HIGH CLIFF OVERLOOKING THE VALLEY TO THE SOUTH AND WEST.
 HL0576'THIS POINT IS KNOWN LOCALLY AS BRISTOL HEAD.
 HL0576'
 HL0576'TO REACH FROM THE POST OFFICE IN CREEDE, GO SOUTH, WEST AND
 HL0576'SOUTHWEST ON GRAVEL ROAD FOR 6.6 MILES TO THE BRIDGE OVER THE
 HL0576'RIO GRANDE RIVER.  CONTINUE SOUTHWEST FOR 13.15 MILES TO A FORK.
 HL0576'TAKE RIGHT FORK AND FOLLOW MAIN TRAVELED ROAD WEST AND NORTH
 HL0576'FOR 2.15 MILES TO A FORK AT SIGN SANTA-MARIA RESERVOIR 4.  TAKE
 HL0576'RIGHT FORK AND GO NORTHEAST FOR 2.25 MILES TO A FORK.  TAKE
 HL0576'LEFT FORK AND GO NORTHWEST FOR 2.25 MILES TO A T-INTERSECTION.
 HL0576'TURN RIGHT AND GO NORTHEAST FOR 0.3 MILE TO A TRACK ROAD
 HL0576'RIGHT.  TURN RIGHT FOR 0.05 MILE TO ANOTHER TRACK ROAD RIGHT.
 HL0576'TURN RIGHT FOR 0.15 MILE TO A SMALL CREEK AND ETT FOR A
 HL0576'CONVENTIONAL DRIVE VEHICLE.  TO REACH FROM THIS POINT WITH A
 HL0576'4-WHEEL DRIVE VEHICAL, CROSS CREEK, THEN BEAR RIGHT
 HL0576'DOWNSTREAM FOR ABOUT 0.2 MILE TO A CATTLE TRAIL LEADING
 HL0576'NORTHEAST ACROSS PRAIRIE.  BEAR LEFT AND FOLLOW TRAIL
 HL0576'NORTHEAST FOR 2.8 MILES TO JUNCTION WITH A JEEP TRACK ROAD
 HL0576'RUNNING SOUTHEAST ALONG TOP OF RIDGE.  TURN RIGHT AND FOLLOW
 HL0576'TRACK ROAD SOUTHEAST FOR 0.2 MILE TO A WIRE GATE.  PASS
 HL0576'THROUGH GATE AND CONTINUE SOUTHEAST ON TRACK ROAD FOR 1.8
 HL0576'MILES TO OPENING INTO A LARGE GRASSY VALLEY.  HERE LEAVE
 HL0576'ROAD AND PICK WAY SOUTHERLY ACROSS PRAIRIE FOR 0.7 MILE TO A
 HL0576'SMALL CREEK.  (LAST AVAILABLE DRINKING WATER) CROSS CREEK AND
 HL0576'CONTINUE SOUTHERLY ACROSS PRAIRIE FOR 0.2 MILE TO TREE LINE.
 HL0576'BEAR RIGHT AND FOLLOW TREE LINE SOUTHWEST AND SOUTH ALONG EAST
 HL0576'SIDE OF MEADOW FOR 0.8 MILE TO A SMALL ISLAND OF PINE TREES ON
 HL0576'A SMALL KNOLL ON RIGHT.  PICK WAY SOUTHERLY ACROSS MEADOW AND
 HL0576'THROUGH A LARGE AREA OF THREE FOOT SCRUB BRUSH TOWARDS HIGH
 HL0576'ROUNDED KNOLL FOR 3.7 MILES TO THE TOP AND NORTH EDGE OF HILL
 HL0576'AND AZIMUTH MARK.  CONTINUE SOUTH FOR 0.15 MILE TO THE HIGHEST
 HL0576'POINT AND STATION.
 HL0576'
 HL0576'STATION MARK IS A U.S. GEOLOGICAL SURVEY STATION MARK DISK,
 HL0576'NOT STAMPED.  IT IS CEMENTED IN A DRILL HOLE IN FLUSH BEDROCK.
 HL0576'IT IS 78 FEET NORTH OF THE SOUTH CLIFF EDGE AND 26 FEET EAST OF
 HL0576'THE WEST CLIFF EDGE.
 HL0576'
 HL0576'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BRISTOL HEAD USGS
 HL0576'NO 1 1958.  IT IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH
 HL0576'PROJECTS 6 INCHES.  IT IS 4 FEET EAST OF THE WEST CLIFF EDGE.
 HL0576'IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 HL0576'
 HL0576'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BRISTOL HEAD USGS
 HL0576'NO 2 1958.  IT IS CEMENTED IN A DRILL HOLE IN BEDROCK WHICH
 HL0576'PROJECTS ABOUT 3-1/2 FEET ON THE NORTH SIDE.  IT IS 35 FEET NORTH
 HL0576'OF THE SOUTH CLIFF EDGE.  IT IS ABOUT 2 FEET LOWER THAN THE
 HL0576'STATION.
 HL0576'
 HL0576'AZIMUTH MARK IS A STANDARD DISK, STAMPED BRISTOL HEAD USGS 1958.
 HL0576'IT IS BRAZED TO THE TOP OF A TWO INCH GALVANIZED PIPE WHICH
 HL0576'PROJECTS ABOUT 14 INCHES.
 HL0576
 HL0576                          STATION RECOVERY (1964)
 HL0576
 HL0576'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (JCH)
 HL0576'STATION LOCATED IN MINERAL COUNTY APPROX. 8 -AIR- MI. SW. OF CREEDE,
 HL0576'COLORADO, 1.5 MI. E. OF SANTA MARIA LAKE ON THE HIGHEST POINT OF
 HL0576'BRISTOL HEAD MTN.
 HL0576'
 HL0576'TO REACH FROM CREEDE P.O., GO SW. OUT OF CREEDE ON STATE HWY. 149
 HL0576'3.0 MI. TO RD. FORK, TAKE RIGHT FORK AND GO 1.2 MI. TO MCKENZIE
 HL0576'STOCK DRIVEWAY.  THIS IS THE END OF VEHICLE TRAVEL.  PACK NW. ALONG
 HL0576'MCKENZIE STOCK DRIVEWAY TO HEADWATERS OF SHALLOW CREEK, CROSS CREEK
 HL0576'AND CONTINUE ON TRAIL TO CABIN AND TRAIL FORK, TAKE LEFT FORK AND
 HL0576'FOLLOW TRAIL W. THROUGH SADDLE AND INTO OURAY PARK, GO THROUGH PARK
 HL0576'TO S. AND ON TO HIGH GRASSY TOP KNOWN AS BRISTOL HEAD.  STATION IS ON
 HL0576'HIGHEST POINT NEAR EDGE OF CLIFF.  APPROX. PACK TIME WITH HORSES
 HL0576'6 HRS.
 HL0576'
 HL0576'STATION MARK - BRONZE USGS TABLET SET IN AN EMBEDDED ROCK .
 HL0576'-STAMPED IN 1964-  --- BRISTOL HEAD 1956 USC AND GS 1958 ---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0643 ***********************************************************************
 LK0643  DESIGNATION -  BRITISH AM OIL CO RADIO MAST
 LK0643  PID         -  LK0643
 LK0643  STATE/COUNTY-  CO/LOGAN
 LK0643  USGS QUAD   -  WILD HORSE LAKE (1951)
 LK0643
 LK0643                         *CURRENT SURVEY CONTROL
 LK0643  ___________________________________________________________________
 LK0643* NAD 83(1992)-  40 41 45.12655(N)    103 23 29.31010(W)     ADJUSTED  
 LK0643* NAVD 88     -                                                        
 LK0643  ___________________________________________________________________
 LK0643  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 LK0643  GEOID HEIGHT-         -19.37  (meters)                     GEOID03
 LK0643
 LK0643  HORZ ORDER  -  THIRD
 LK0643
 LK0643.The horizontal coordinates were established by classical geodetic methods
 LK0643.and adjusted by the National Geodetic Survey in January 1993..
 LK0643
 LK0643
 LK0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0643
 LK0643.The geoid height was determined by GEOID03.
 LK0643
 LK0643;                    North         East     Units Scale Factor Converg.
 LK0643;SPC CO N     -   458,206.557 1,092,596.783   MT  0.99998698   +1 21 44.6
 LK0643;SPC CO N     - 1,503,299.35  3,584,627.95   sFT  0.99998698   +1 21 44.6
 LK0643;UTM  13      - 4,506,240.527   635,902.032   MT  0.99982733   +1 02 56.4
 LK0643
 LK0643                          SUPERSEDED SURVEY CONTROL
 LK0643
 LK0643  NAD 83(1986)-  40 41 45.11965(N)    103 23 29.30626(W) AD(       ) 4
 LK0643  NAD 27      -  40 41 45.17900(N)    103 23 27.55200(W) AD(       ) 3
 LK0643
 LK0643.Superseded values are not recommended for survey control.
 LK0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0643.See file dsdata.txt to determine how the superseded data were derived.
 LK0643
 LK0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF3590206241(NAD 83)
 LK0643_MARKER: 42 = RADIO/TV MAST
 LK0643
 LK0643  HISTORY     - Date     Condition        Report By
 LK0643  HISTORY     - 1963     FIRST OBSERVED   CGS
 LK0643
 LK0643                          STATION DESCRIPTION
 LK0643
 LK0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 LK0643'THE STATION IS LOCATED AT THE BRITISH-AMERICAN OIL CO. YENTER
 LK0643'REFINERY, ABOUT 9-1/4 MILES WEST AND 5 MILES NORTH OF STERLING,
 LK0643'AND 5-3/4 MILES WEST AND 5 MILES SOUTH OF THE SOUTH END OF
 LK0643'THE STERLING RESERVOIR.
 LK0643'
 LK0643'THE STATION IS A THREE-LEGGED STEEL TOWER, APPROXIMATELY
 LK0643'270 FEET HIGH, SUPPORTED BY GUY WIRES, AND ALTERNATELY PAINTED
 LK0643'RED AND WHITE.
 LK0643'
 LK0643'THE POINT INTERSECTED IS THE RED LIGHT AT THE APEX OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8751 ***********************************************************************
 AH8751  DESIGNATION -  BRITTANY
 AH8751  PID         -  AH8751
 AH8751  STATE/COUNTY-  CO/HUERFANO
 AH8751  USGS QUAD   -  CUCHARA (1963)
 AH8751
 AH8751                         *CURRENT SURVEY CONTROL
 AH8751  ___________________________________________________________________
 AH8751* NAD 83(1992)-  37 24 06.13224(N)    105 05 05.37494(W)     ADJUSTED  
 AH8751* NAVD 88     -      2497.9    (meters)    8195.     (feet)  GPS OBS   
 AH8751  ___________________________________________________________________
 AH8751  X           -  -1,320,765.367 (meters)                     COMP
 AH8751  Y           -  -4,900,133.336 (meters)                     COMP
 AH8751  Z           -   3,854,410.686 (meters)                     COMP
 AH8751  LAPLACE CORR-         -10.05  (seconds)                    DEFLEC99
 AH8751  ELLIP HEIGHT-        2481.75  (meters)          (12/03/02) GPS OBS
 AH8751  GEOID HEIGHT-         -16.33  (meters)                     GEOID03
 AH8751
 AH8751  HORZ ORDER  -  FIRST
 AH8751  ELLP ORDER  -  FOURTH    CLASS II
 AH8751
 AH8751.The horizontal coordinates were established by GPS observations
 AH8751.and adjusted by the National Geodetic Survey in April 1999..
 AH8751
 AH8751.The orthometric height was determined by GPS observations and a
 AH8751.high-resolution geoid model.
 AH8751
 AH8751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8751
 AH8751.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8751
 AH8751.The ellipsoidal height was determined by GPS observations
 AH8751.and is referenced to NAD 83.
 AH8751
 AH8751.The geoid height was determined by GEOID03.
 AH8751
 AH8751;                    North         East     Units Scale Factor Converg.
 AH8751;SPC CO S     -   386,459.404   951,160.724   MT  0.99997371   +0 15 16.8
 AH8751;SPC CO S     - 1,267,908.89  3,120,599.81   sFT  0.99997371   +0 15 16.8
 AH8751;UTM  13      - 4,139,439.524   492,492.372   MT  0.99960069   -0 03 05.5
 AH8751
 AH8751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8751!SPC CO S     -   0.99961070  x   0.99997371  =   0.99958442
 AH8751!UTM  13      -   0.99961070  x   0.99960069  =   0.99921155
 AH8751
 AH8751                          SUPERSEDED SURVEY CONTROL
 AH8751
 AH8751  ELLIP H (04/26/99) 2481.73   (m)                       GP(       ) 4 2
 AH8751
 AH8751.Superseded values are not recommended for survey control.
 AH8751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8751.See file dsdata.txt to determine how the superseded data were derived.
 AH8751
 AH8751_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB9249239440(NAD 83)
 AH8751_MARKER: DH = HORIZONTAL CONTROL DISK
 AH8751_SETTING: 66 = SET IN ROCK OUTCROP
 AH8751_STAMPING: BRITTANY 1998
 AH8751_MARK LOGO: NGS   
 AH8751_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8751_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8751+STABILITY: POSITION/ELEVATION WELL
 AH8751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8751+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH8751
 AH8751  HISTORY     - Date     Condition        Report By
 AH8751  HISTORY     - 1998     MONUMENTED       NGS
 AH8751
 AH8751                          STATION DESCRIPTION
 AH8751
 AH8751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 AH8751'THE STATION IS LOCATED ABOUT 28.5 MI (45.9 KM) SOUTHWEST OF
 AH8751'WALSENBURG, 9.5 MI (15.3 KM) SOUTHEAST OF LA VETA AND 1 MI (1.6 KM)
 AH8751'NORTH OF CUCHARA, IN THE NORTHWEST 1/4 OF SECTION 35, T 30 S, R 69 W,
 AH8751'AT STATE HIGHWAY 12 MILEPOST 14.4.  OWNERSHIP--COLORADO DEPT.  OF
 AH8751'TRANSPORTATION RIGHT-OF-WAY TO REACH THE STATION FROM THE RAILROAD
 AH8751'CROSSING IN NORTH LA VITA ON STATE HIGHWAY 12, GO SOUTHERLY ALONG
 AH8751'STATE HIGHWAY 12 FOR 9.6 MI (15.4 KM) TO THE MARK ON THE RIGHT AT A
 AH8751'ROAD CUT THE MARK IS A STANDARD DISK SET INTO THE TOP OF A RED
 AH8751'SANDSTONE ROCK OUTCROP.  IT IS 34.5 EAST FROM THE CENTER OF A GATE
 AH8751'INTO THE DAKOTA WALL RANCH, 11.1 M (36.4 FT) NORTH-NORTHWEST FROM THE
 AH8751'CENTER LINE OF STATE HIGHWAY 12, 3.5 M (11.5 FT) SOUTH FROM THE
 AH8751'RIGHT-OF-WAY FENCE AND ABOUT 3 M (9.8 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0386 ***********************************************************************
 HJ0386  DESIGNATION -  BROAD
 HJ0386  PID         -  HJ0386
 HJ0386  STATE/COUNTY-  CO/OTERO
 HJ0386  USGS QUAD   -  THOMPSON ARROYO (1966)
 HJ0386
 HJ0386                         *CURRENT SURVEY CONTROL
 HJ0386  ___________________________________________________________________
 HJ0386* NAD 83(1992)-  37 53 04.00313(N)    103 28 28.49743(W)     ADJUSTED  
 HJ0386* NAVD 88     -      1382.7    (meters)    4536.     (feet)  VERTCON   
 HJ0386  ___________________________________________________________________
 HJ0386  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 HJ0386  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 HJ0386
 HJ0386  HORZ ORDER  -  FIRST
 HJ0386
 HJ0386.The horizontal coordinates were established by classical geodetic methods
 HJ0386.and adjusted by the National Geodetic Survey in January 1993..
 HJ0386
 HJ0386.The NAVD 88 height was computed by applying the VERTCON shift value to
 HJ0386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HJ0386
 HJ0386.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0386
 HJ0386.The geoid height was determined by GEOID03.
 HJ0386
 HJ0386;                    North         East     Units Scale Factor Converg.
 HJ0386;SPC CO S     -   441,886.159 1,092,554.383   MT  0.99994578   +1 14 32.4
 HJ0386;SPC CO S     - 1,449,754.84  3,584,488.84   sFT  0.99994578   +1 14 32.4
 HJ0386;UTM  13      - 4,194,090.782   634,141.383   MT  0.99982162   +0 56 12.7
 HJ0386
 HJ0386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0386!SPC CO S     -   0.99978651  x   0.99994578  =   0.99973230
 HJ0386!UTM  13      -   0.99978651  x   0.99982162  =   0.99960817
 HJ0386
 HJ0386|---------------------------------------------------------------------|
 HJ0386| PID    Reference Object                     Distance      Geod. Az  |
 HJ0386|                                                           dddmmss.s |
 HJ0386| CM8514 BROAD RM 1                            9.510 METERS 02720     |
 HJ0386| CM8515 BROAD RM 2                            9.334 METERS 12615     |
 HJ0386| CM8513 BROAD AZ MK                                        2163302.3 |
 HJ0386| JJ0948 SWINK WATER TANK                    APPROX.19.9 KM 3165535.9 |
 HJ0386|---------------------------------------------------------------------|
 HJ0386
 HJ0386                          SUPERSEDED SURVEY CONTROL
 HJ0386
 HJ0386  NAD 83(1986)-  37 53 03.98505(N)    103 28 28.48854(W) AD(       ) 1
 HJ0386  NAD 27      -  37 53 03.94800(N)    103 28 26.70100(W) AD(       ) 1
 HJ0386  NGVD 29 (07/19/86) 1382.0    (m)         4534.     (f) VERT ANG       
 HJ0386
 HJ0386.Superseded values are not recommended for survey control.
 HJ0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0386.See file dsdata.txt to determine how the superseded data were derived.
 HJ0386
 HJ0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB3414194091(NAD 83)
 HJ0386_MARKER: DS = TRIANGULATION STATION DISK
 HJ0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0386
 HJ0386  HISTORY     - Date     Condition        Report By
 HJ0386  HISTORY     - 1952     MONUMENTED       CGS
 HJ0386
 HJ0386                          STATION DESCRIPTION
 HJ0386
 HJ0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LGT)
 HJ0386'THE STATION IS LOCATED ON THE HIGHEST POINT OF A MESA, ABOUT
 HJ0386'8 MILES SOUTHEAST OF LA JUNTA, 0.75 MILE EAST OF AN OLD BUILDING
 HJ0386'AND 0.5 MILE WEST OF WHERE THE MESA DROPS SHARPLY TO THE EAST.
 HJ0386'
 HJ0386'TO REACH THE STATION FROM THE POST OFFICE IN LA JUNTA, GO
 HJ0386'SOUTH FOR 0.4 MILE TO A STOP STREET.  HERE TURN RIGHT, WEST,
 HJ0386'FOR 0.2 MILE.  HERE TURN LEFT, SOUTH, AND FOLLOW STATE HIGHWAY
 HJ0386'109 FOR 8.0 MILES TO A TRACK ROAD LEFT ABOUT 100 YARDS AFTER
 HJ0386'CROSSING A SMALL BRIDGE.  TURN LEFT, EAST, AND FOLLOW THE
 HJ0386'TRACK ROAD FOR 0.8 MILE TO A FENCE CORNER AND A GATE.  PASS
 HJ0386'THROUGH THE GATE AND FOLLOW THE TRACK ROAD EAST FOR 1.6 MILES
 HJ0386'TO A 5 WAY FORK.  TURN LEFT (BUT NOT SHARP LEFT) AND GO NORTH
 HJ0386'FOR 1.05 MILES TO THE AZMUTH MARK ON THE RIGHT, EAST.
 HJ0386'CONTINUE ON THE TRACK ROAD FOR 0.3 MILE TO A FORK.  TAKE THE
 HJ0386'RIGHT FORK, EAST, FOR 0.1 MILE.  HERE TURN RIGHT, SOUTH,
 HJ0386'ACROSS COUNTRY FOR 0.1 MILE TO THE HIGHEST POINT OF THE
 HJ0386'MESA AND THE STATION.  A DRIVE STATION.
 HJ0386'
 HJ0386'THE STATION MARK, STAMPED BROAD 1952, IS A STANDARD DISK SET
 HJ0386'IN THE TOP OF A 12 IN X 12 IN SQUARE CONCRETE POST THAT
 HJ0386'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 5.5 FEET NORTH OF
 HJ0386'A WHITE WITNESS POST.
 HJ0386'
 HJ0386'REFERENCE MARK 1, STAMPED BROAD NO 1 1952, IS A STANDARD
 HJ0386'DISK SET IN THE TOP OF A 12 IN X 12 IN SQUARE CONCRETE POST THAT
 HJ0386'IS FLUSH WITH THE GROUND.  IT IS THE SAME ELEVATION AS THE
 HJ0386'STATION MARK.
 HJ0386'
 HJ0386'REFERENCE MARK 2, STAMPED BROAD NO 2 1952, IS A STANDARD
 HJ0386'DISK SET IN THE TOP OF A 12 IN X 12 IN SQUARE CONCRETE POST
 HJ0386'THAT IS FLUSH WITH THE GROUND.  IT IS THE SAME ELEVATION AS
 HJ0386'THE STATION MARK.
 HJ0386'
 HJ0386'THE AZIMUTH MARK, STAMPED BROAD 1952, IS A STANDARD DISK SET
 HJ0386'IN THE TOP OF A 10 IN X 10 IN SQUARE CONCRETE POST THAT PROJECTS
 HJ0386'2 INCHES ABOVE THE GROUND.  IT IS 6 FEET EAST OF THE CENTER
 HJ0386'LINE OF THE TRACK ROAD TO THE STATION AND 2 FEET NORTHEAST
 HJ0386'OF A WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0457 ***********************************************************************
 HK0457  DESIGNATION -  BRODHEAD
 HK0457  PID         -  HK0457
 HK0457  STATE/COUNTY-  CO/LAS ANIMAS
 HK0457  USGS QUAD   -  AGUILAR (1971)
 HK0457
 HK0457                         *CURRENT SURVEY CONTROL
 HK0457  ___________________________________________________________________
 HK0457* NAD 83(1992)-  37 26 47.42888(N)    104 40 37.45381(W)     ADJUSTED  
 HK0457* NAVD 88     -      2258.7    (meters)    7410.     (feet)  VERTCON   
 HK0457  ___________________________________________________________________
 HK0457  LAPLACE CORR-          -9.62  (seconds)                    DEFLEC99
 HK0457  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 HK0457
 HK0457  HORZ ORDER  -  FIRST
 HK0457
 HK0457.The horizontal coordinates were established by classical geodetic methods
 HK0457.and adjusted by the National Geodetic Survey in January 1993..
 HK0457
 HK0457.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0457
 HK0457.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0457
 HK0457.The geoid height was determined by GEOID03.
 HK0457
 HK0457;                    North         East     Units Scale Factor Converg.
 HK0457;SPC CO S     -   391,670.990   987,218.352   MT  0.99996815   +0 30 17.2
 HK0457;SPC CO S     - 1,285,007.24  3,238,898.88   sFT  0.99996815   +0 30 17.2
 HK0457;UTM  13      - 4,144,455.771   528,564.151   MT  0.99961005   +0 11 46.9
 HK0457
 HK0457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0457!SPC CO S     -   0.99964858  x   0.99996815  =   0.99961674
 HK0457!UTM  13      -   0.99964858  x   0.99961005  =   0.99925876
 HK0457
 HK0457:                Primary Azimuth Mark                     Grid Az
 HK0457:SPC CO S     -  BRODHEAD AZ MK                           027 05 42.3
 HK0457:UTM  13      -  BRODHEAD AZ MK                           027 24 12.6
 HK0457
 HK0457|---------------------------------------------------------------------|
 HK0457| PID    Reference Object                     Distance      Geod. Az  |
 HK0457|                                                           dddmmss.s |
 HK0457| CM8516 BRODHEAD AZ MK                                     0273559.5 |
 HK0457| HK0432 EL PASO PUEBLO AWY BCN 48           APPROX.25.7 KM 0680031.3 |
 HK0457| CM8517 BRODHEAD RM 1                        11.083 METERS 10828     |
 HK0457| CM8518 BRODHEAD RM 2                         8.635 METERS 16828     |
 HK0457|---------------------------------------------------------------------|
 HK0457
 HK0457                          SUPERSEDED SURVEY CONTROL
 HK0457
 HK0457  NAD 83(1986)-  37 26 47.42795(N)    104 40 37.44340(W) AD(       ) 1
 HK0457  NAD 27      -  37 26 47.37600(N)    104 40 35.49900(W) AD(       ) 1
 HK0457  NGVD 29 (07/19/86) 2257.6    (m)         7407.     (f) VERT ANG       
 HK0457
 HK0457.Superseded values are not recommended for survey control.
 HK0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0457.See file dsdata.txt to determine how the superseded data were derived.
 HK0457
 HK0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB2856444456(NAD 83)
 HK0457_MARKER: DS = TRIANGULATION STATION DISK
 HK0457_SETTING: 66 = SET IN ROCK OUTCROP
 HK0457
 HK0457  HISTORY     - Date     Condition        Report By
 HK0457  HISTORY     - 1949     MONUMENTED       CGS
 HK0457
 HK0457                          STATION DESCRIPTION
 HK0457
 HK0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 HK0457'THE STATION IS LOCATED ABOUT 3.5 MILES AIRLINE NORTH-NORTHWEST
 HK0457'OF AGUILAR ON THE MOST NORTHERN AND HIGHEST OF A GROUP OF
 HK0457'TIMBERED PEAKS.  IT IS THE FIRST TIMBERED TERRAIN TO THE WEST
 HK0457'OF U.S. HIGHWAY 85.  THE STATION MARK PROJECTS 2 INCHES, IS
 HK0457'SET ON THE HIGHEST POINT OF THE PEAK AND IS STAMPED, BRODHEAD
 HK0457'1949.
 HK0457'
 HK0457'REFERENCE MARK NO. 1 PROJECTS 3 INCHES, IS ABOUT 3 FEET LOWER
 HK0457'THAN THE STATION MARK AND IS STAMPED, BRODHEAD NO 1 1949.
 HK0457'
 HK0457'REFERENCE MARK NO. 2 PROJECTS 1 FOOT, IS ABOUT 7 FEET LOWER THAN
 HK0457'THE STATION MARK AND IS STAMPED, BRODHEAD NO 2 1949.
 HK0457'
 HK0457'THE AZIMUTH MARK IS SET IN A CONCRETE HEADWALL OF A CULVERT
 HK0457'AT THE WEST EDGE OF U.S. HIGHWAY 85, 0.4 MILE SOUTH OF A RAILROAD
 HK0457'CROSSING AND 0.2 MILE SOUTH OF A ROAD THAT GOES WEST TO THE
 HK0457'RAPSON NIGGERHEAD COAL MINE.  IT PROJECTS 1 FOOT, IS 8 FEET
 HK0457'SOUTH OF A WHITE WITNESS POST AND IS STAMPED, BRODHEAD 1949.
 HK0457'
 HK0457'TO REACH THE STATION FROM WALSENBURG.  GO SOUTHERLY ON U.S.
 HK0457'HIGHWAY 85 FOR 14.05 MILES TO A RAILROAD CROSSING.  CONTINUE
 HK0457'SOUTH 0.2 MILE TO A ROAD RIGHT AT LARGE SIGN, RAPSON NIGGERHEAD
 HK0457'COAL, CONTINUE SOUTH 0.2 MILE TO AZIMUTH MARK ON RIGHT.  CONTINUE
 HK0457'SOUTH 1.0 MILE TO A DIM ROAD RIGHT.  TURN RIGHT OFF HIGHWAY, GO
 HK0457'WESTERLY ABOUT 0.5 MILE TO END OF TRUCK TRAVEL.  FROM HERE WALK
 HK0457'UP MAIN CANYON THEN BEAR RIGHT UP STEEP SLOPE TO THE NORTHERN
 HK0457'MOST PEAK AND STATION.  A 1-HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3298 ***********************************************************************
 AB3298  DESIGNATION -  BROMLEY
 AB3298  PID         -  AB3298
 AB3298  STATE/COUNTY-  CO/ADAMS
 AB3298  USGS QUAD   -  MILE HIGH LAKES (1994)
 AB3298
 AB3298                         *CURRENT SURVEY CONTROL
 AB3298  ___________________________________________________________________
 AB3298* NAD 83(1992)-  39 58 20.33487(N)    104 39 03.99333(W)     ADJUSTED  
 AB3298* NAVD 88     -      1592.2    (meters)    5224.     (feet)  GPS OBS   
 AB3298  ___________________________________________________________________
 AB3298  X           -  -1,238,329.390 (meters)                     COMP
 AB3298  Y           -  -4,736,694.141 (meters)                     COMP
 AB3298  Z           -   4,076,641.489 (meters)                     COMP
 AB3298  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 AB3298  ELLIP HEIGHT-        1574.03  (meters)          (12/03/02) GPS OBS
 AB3298  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 AB3298
 AB3298  HORZ ORDER  -  FIRST
 AB3298  ELLP ORDER  -  FOURTH    CLASS II
 AB3298
 AB3298.The horizontal coordinates were established by GPS observations
 AB3298.and adjusted by the National Geodetic Survey in May 1996..
 AB3298
 AB3298.The orthometric height was determined by GPS observations and a
 AB3298.high-resolution geoid model.
 AB3298
 AB3298.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3298
 AB3298.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3298
 AB3298.The ellipsoidal height was determined by GPS observations
 AB3298.and is referenced to NAD 83.
 AB3298
 AB3298.The geoid height was determined by GEOID03.
 AB3298
 AB3298;                    North         East     Units Scale Factor Converg.
 AB3298;SPC CO N     -   376,093.715   986,917.764   MT  0.99996859   +0 32 54.6
 AB3298;SPC CO N     - 1,233,900.80  3,237,912.70   sFT  0.99996859   +0 32 54.6
 AB3298;UTM  13      - 4,424,742.763   529,793.265   MT  0.99961093   +0 13 26.9
 AB3298
 AB3298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3298!SPC CO N     -   0.99975313  x   0.99996859  =   0.99972173
 AB3298!UTM  13      -   0.99975313  x   0.99961093  =   0.99936416
 AB3298
 AB3298                          SUPERSEDED SURVEY CONTROL
 AB3298
 AB3298  ELLIP H (05/15/96) 1574.07   (m)                       GP(       ) 3 1
 AB3298
 AB3298.Superseded values are not recommended for survey control.
 AB3298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3298.See file dsdata.txt to determine how the superseded data were derived.
 AB3298
 AB3298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE2979324743(NAD 83)
 AB3298_MARKER: DD = SURVEY DISK
 AB3298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3298_STAMPING: BROMLEY 1995
 AB3298_MARK LOGO: CO-001
 AB3298_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB3298+STABILITY: SURFACE MOTION
 AB3298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3298+SATELLITE: SATELLITE OBSERVATIONS - February 22, 1999
 AB3298
 AB3298  HISTORY     - Date     Condition        Report By
 AB3298  HISTORY     - 1995     MONUMENTED       CHANCE
 AB3298  HISTORY     - 19990222 GOOD             JRENG
 AB3298
 AB3298                          STATION DESCRIPTION
 AB3298
 AB3298'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (FND)
 AB3298'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) EAST OF BRIGHTON, 7 MI
 AB3298'(11.3 KM) SOUTH OF HUDSON, 4 MI (6.4 KM) SOUTHEAST OF LOCHBUIE, 6 MI
 AB3298'(9.7 KM) EAST-NORTHEAST OF BARR LAKE, IN THE SOUTHWEST 1/4 OF SECTION
 AB3298'10, T 1 S, R 65 W, 6TH P.M.  OWNERSHIP--ADAMS COUNTY$TO REACH THE
 AB3298'STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 85 AND STATE HIGHWAY 7
 AB3298'IN BRIGHTON, GO SOUTH ALONG HIGHWAY 85 FOR 1.0 MI (1.6 KM) TO THE
 AB3298'INTERSECTION WITH BROMLEY LANE (E.  152ND AVENUE) . TURN LEFT AND GO
 AB3298'EAST ALONG BROMLEY LANE (E.  152ND AVENUE) FOR 4.0 MI (6.4 KM) TO THE
 AB3298'INTERSECTION WITH INTERSTATE HIGHWAY 76.  CONTINUE AHEAD AND GO EAST
 AB3298'ALONG E.  152ND AVENUE FOR 4.0 MI (6.4 KM) TO THE INTERSECTION WITH
 AB3298'POWHATON ROAD.  CONTINUE AHEAD AND GO EAST ALONG E.  152ND AVENUE FOR
 AB3298'1.4 MI (2.3 KM) TO THE TOP OF A HILL AND THE STATION ON THE LEFT$THE
 AB3298'STATION MARK IS A STANDARD ADAMS COUNTY BRASS SURVEY MARK DISK STAMPED
 AB3298'--BROMLEY 1995-- SET IN THE TOP OF A 24-INCH ROUND CONCRETE POST FLUSH
 AB3298'WITH GROUND LEVEL.  IT IS 44 FT (13.4 M) NORTH OF THE CENTERLINE OF E.
 AB3298'152ND AVENUE, 193 FT (58.8 M) EAST OF A GRAVEL DRIVEWAY LEADING TO
 AB3298'28821 E.  152ND AVENUE, 2.3 FT (0.7 M) SOUTH OF THE RIGHT-OF-WAY
 AB3298'FENCE, 82.2 FT (25.1 M) EAST-NORTHEAST OF THE EASTERLY OF TWO WOOD
 AB3298'POSTS SUPPORTING MAIL BOXES, 82.0 FT (25.0 M) NORTH-NORTHEAST OF A
 AB3298'UTILITY POLE LOCATED ON THE SOUTH SIDE OF THE AVENUE, AND 2.2 FT (0.7
 AB3298'M) SOUTH OF A CARSONITE WITNESS POST$DESCRIBED BY F.N. DREXEL
 AB3298
 AB3298                          STATION RECOVERY (1999)
 AB3298
 AB3298'RECOVERY NOTE BY JR ENGINEERING LTD 1999 (TGB)
 AB3298'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1604 ***********************************************************************
 KK1604  DESIGNATION -  BRONCO
 KK1604  PID         -  KK1604
 KK1604  STATE/COUNTY-  CO/ELBERT
 KK1604  USGS QUAD   -  SIMLA (1979)
 KK1604
 KK1604                         *CURRENT SURVEY CONTROL
 KK1604  ___________________________________________________________________
 KK1604* NAD 83(1992)-  39 07 34.87837(N)    104 00 18.55898(W)     ADJUSTED  
 KK1604* NAVD 88     -      1906.5    (meters)    6255.     (feet)  VERTCON   
 KK1604  ___________________________________________________________________
 KK1604  LAPLACE CORR-          -5.20  (seconds)                    DEFLEC99
 KK1604  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 KK1604
 KK1604  HORZ ORDER  -  SECOND
 KK1604
 KK1604.The horizontal coordinates were established by classical geodetic methods
 KK1604.and adjusted by the National Geodetic Survey in January 1993..
 KK1604
 KK1604.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1604
 KK1604.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1604
 KK1604.The geoid height was determined by GEOID03.
 KK1604
 KK1604;                    North         East     Units Scale Factor Converg.
 KK1604;SPC CO C     -   449,398.827 1,043,650.117   MT  0.99993601   +0 56 34.0
 KK1604;SPC CO C     - 1,474,402.65  3,424,042.09   sFT  0.99993601   +0 56 34.0
 KK1604;UTM  13      - 4,331,269.627   585,992.812   MT  0.99969105   +0 37 40.1
 KK1604
 KK1604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1604!SPC CO C     -   0.99970395  x   0.99993601  =   0.99963998
 KK1604!UTM  13      -   0.99970395  x   0.99969105  =   0.99939509
 KK1604
 KK1604:                Primary Azimuth Mark                     Grid Az
 KK1604:SPC CO C     -  VIEW                                     060 22 45.2
 KK1604:UTM  13      -  VIEW                                     060 41 39.1
 KK1604
 KK1604|---------------------------------------------------------------------|
 KK1604| PID    Reference Object                     Distance      Geod. Az  |
 KK1604|                                                           dddmmss.s |
 KK1604| KJ0530 VIEW                                APPROX.12.1 KM 0611919.2 |
 KK1604| CP6664 BRONCO RM 1                          13.452 METERS 07919     |
 KK1604| CP6665 BRONCO RM 2                          12.858 METERS 16719     |
 KK1604|---------------------------------------------------------------------|
 KK1604
 KK1604                          SUPERSEDED SURVEY CONTROL
 KK1604
 KK1604  NAD 83(1986)-  39 07 34.86995(N)    104 00 18.55459(W) AD(       ) 2
 KK1604  NAD 27      -  39 07 34.91082(N)    104 00 16.70902(W) AD(       ) 2
 KK1604  NGVD 29 (07/19/86) 1905.6    (m)         6252.     (f) VERT ANG       
 KK1604
 KK1604.Superseded values are not recommended for survey control.
 KK1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1604.See file dsdata.txt to determine how the superseded data were derived.
 KK1604
 KK1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED8599331270(NAD 83)
 KK1604_MARKER: Z = SEE DESCRIPTION
 KK1604_SETTING: 0 = UNSPECIFIED SETTING
 KK1604
 KK1604  HISTORY     - Date     Condition        Report By
 KK1604  HISTORY     - 1970     MONUMENTED       USGS
 KK1604
 KK1604                          STATION DESCRIPTION
 KK1604
 KK1604'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (EOM)
 KK1604'STATION IS LOCATED WEST 28 DEGREES SOUTH ABOUT 20 MILES AIRLINE
 KK1604'FROM LIMON, COLORADO, EAST 13 DEGREES SOUTH ABOUT 4 MILES AIRLINE
 KK1604'FROM SIMLA, COLORADO, 570 FEET NORTH-NORTHWEST OF A FENCE CORNER
 KK1604'ABOUT 50 FEET EAST-NORTHEAST OF A TRACK ROAD ON THE NORTH END
 KK1604'AND HIGHEST POINT OF THE RIDGE, 5 FEET SOUTH OF A USGS WITNESS
 KK1604'SIGN.
 KK1604'
 KK1604'TO REACH THE STATION FROM THE POST OFFICE IN SIMLA, COLORADO,
 KK1604'PROCEED NORTHEAST ON U.S. HIGHWAY 24 FOR 4.4 MILES TO A T-ROAD
 KK1604'SOUTH.  TURN RIGHT (SOUTH) ON GRAVEL AND TRACK ROAD FOR 1.4 MILES
 KK1604'TO A WIRE GATE ON THE LEFT JUST SOUTH OF A POWER LINE.  TURN LEFT
 KK1604'(EAST) THROUGH GATE TO A TRACK ROAD FORK THENCE RIGHT (SOUTH)
 KK1604'ALONG FENCE LINE, ON TRACK ROAD PASSING A WINDMILL ON THE RIGHT,
 KK1604'AND EAST ALONG FENCE LINE TO TOP OF RIDGE AND HIDDEN GATE FOR A
 KK1604'TOTAL OF 1.2 MILES.  NOTE--A HIDDEN GATE IS WHERE HOOKS
 KK1604'INSTEAD OF STAPLES ARE USED ON THE HIGH POST ON A RIDGE SO THE
 KK1604'WIRES CAN BE DROPPED FOR EASY ACCESS.  TURN RIGHT (SOUTH)
 KK1604'THROUGH HIDDEN GATE FOLLOWING TRACK ROAD FOR 0.2 MILE TO TOP OF
 KK1604'RIDGE AND STATION SITE.  PERMISSION OF ACCESS WAS GRANTED BY
 KK1604'MRS. HAZEL MALLOY, SIMLA, COLORADO, OWNER OF THE LAND.
 KK1604'
 KK1604'ALL MARKS ARE USGS BRASS TABLETS SOLDERED TO COPPER COATED STEEL
 KK1604'RODS CENTERED IN TILE 6 INCHES IN DIAMETER AND 12 INCHES LONG
 KK1604'FILLED WITH GRAVEL AND SET FLUSH WITH GROUND SURFACE.
 KK1604'
 KK1604'STATION MARK IS A ROD DRIVEN 24 FEET TO REFUSAL, TABLET STAMPED
 KK1604'BRONCO ET 1970.
 KK1604'
 KK1604'REFERENCE MARK NO. 1 IS A ROD DRIVEN 20 FEET TO REFUSAL.  TABLET
 KK1604'STAMPED BRONCO ET 1 1970.
 KK1604'
 KK1604'REFERENCE MARK NO. 2 IS A ROD DRIVEN 20 FEET TO REFUSAL.  TABLET
 KK1604'STAMPED BRONCO ET 2 1970.
 KK1604'
 KK1604'STATION VIEW ET 1970 IS VISIBLE FROM THE GROUND AT THIS STATION
 KK1604'AND WILL SERVE AS THE AZIMUTH MARK.
 KK1604'
 KK1604'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0483 ***********************************************************************
 HL0483  DESIGNATION -  BRONSON
 HL0483  PID         -  HL0483
 HL0483  STATE/COUNTY-  CO/RIO GRANDE
 HL0483  USGS QUAD   -  FULCHER GULCH (1967)
 HL0483
 HL0483                         *CURRENT SURVEY CONTROL
 HL0483  ___________________________________________________________________
 HL0483* NAD 83(1992)-  37 27 36.69170(N)    106 11 18.63004(W)     ADJUSTED  
 HL0483* NAVD 88     -      2421.3    (meters)    7944.     (feet)  VERTCON   
 HL0483  ___________________________________________________________________
 HL0483  LAPLACE CORR-          -9.00  (seconds)                    DEFLEC99
 HL0483  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 HL0483
 HL0483  HORZ ORDER  -  FIRST
 HL0483
 HL0483.The horizontal coordinates were established by classical geodetic methods
 HL0483.and adjusted by the National Geodetic Survey in January 1993..
 HL0483
 HL0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0483
 HL0483.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0483
 HL0483.The geoid height was determined by GEOID03.
 HL0483
 HL0483;                    North         East     Units Scale Factor Converg.
 HL0483;SPC CO S     -   393,093.419   853,490.455   MT  0.99996657   -0 25 20.3
 HL0483;SPC CO S     - 1,289,673.99  2,800,159.93   sFT  0.99996657   -0 25 20.3
 HL0483;UTM  13      - 4,146,588.073   394,889.935   MT  0.99973609   -0 43 22.5
 HL0483
 HL0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0483!SPC CO S     -   0.99962274  x   0.99996657  =   0.99958932
 HL0483!UTM  13      -   0.99962274  x   0.99973609  =   0.99935893
 HL0483
 HL0483:                Primary Azimuth Mark                     Grid Az
 HL0483:SPC CO S     -  ALAMOSA MUNICIPAL TANK                   089 10 54.1
 HL0483:UTM  13      -  ALAMOSA MUNICIPAL TANK                   089 28 56.3
 HL0483
 HL0483|---------------------------------------------------------------------|
 HL0483| PID    Reference Object                     Distance      Geod. Az  |
 HL0483|                                                           dddmmss.s |
 HL0483| HK0535 ALAMOSA MUNICIPAL TANK              APPROX.28.1 KM 0884533.8 |
 HL0483| CM6134 BRONSON AZ MK                                      0942729.6 |
 HL0483| CM6135 BRONSON RM 1                         26.209 METERS 22017     |
 HL0483| CM6136 BRONSON RM 2                         25.044 METERS 31432     |
 HL0483|---------------------------------------------------------------------|
 HL0483
 HL0483                          SUPERSEDED SURVEY CONTROL
 HL0483
 HL0483  NAD 83(1986)-  37 27 36.69287(N)    106 11 18.63968(W) AD(       ) 1
 HL0483  NAD 27      -  37 27 36.67900(N)    106 11 16.52700(W) AD(       ) 1
 HL0483  NGVD 29 (07/19/86) 2419.9    (m)         7939.     (f) VERT ANG       
 HL0483
 HL0483.Superseded values are not recommended for survey control.
 HL0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0483.See file dsdata.txt to determine how the superseded data were derived.
 HL0483
 HL0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB9489046588(NAD 83)
 HL0483_MARKER: DS = TRIANGULATION STATION DISK
 HL0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0483
 HL0483  HISTORY     - Date     Condition        Report By
 HL0483  HISTORY     - 1935     MONUMENTED       CGS
 HL0483
 HL0483                          STATION DESCRIPTION
 HL0483
 HL0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 HL0483'STATION IS 8 MILES S AND 2 MILES W OF MONTE VISTA ON A LOCAL,
 HL0483'BROAD, BARE HILL OF PASTURE LAND AT THE E FOOT OF GREENY MOUNTAIN.
 HL0483'5-1/4 MILES W AND 3-1/4 MILES N OF BOWEN SCHOOL.  4-1/4 MILES N
 HL0483'OF THE COUNTY LINE AND 2-1/4 MILES W OF STATE HIGHWAY 15.  1 MILE
 HL0483'W OF CITIZENS DITCH.  1/4 MILE N OF AN E-W TRACK ROAD, AND MARK
 HL0483'PROJECTS 6 INCHES.
 HL0483'
 HL0483'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HL0483'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 HL0483'
 HL0483'REFERENCE MARK NO. 1 IS SW OF THE STATION AND PROJECTS 5
 HL0483'INCHES.
 HL0483'
 HL0483'REFERENCE MARK NO. 2 IS NW OF THE STATION AND PROJECTS 5 INCHES.
 HL0483'
 HL0483'AZIMUTH MARK IS E OF THE STATION, 15 YARDS E OF A TRACK ROAD, 50
 HL0483'YARDS S OF THE POINT WHERE CITIZENS DITCH CURVES FROM N-S TO E-W,
 HL0483'1/4 MILE S OF A LONE WOODEN SHACK AND PROJECTS 7 INCHES.
 HL0483'
 HL0483'STATION IS REACHED FROM THE INTERSECTION OF STATE HIGHWAY 15 AND
 HL0483'U.S. HIGHWAY 160 BY DRIVING S ON STATE HIGHWAY 15 FOR 9.3 MILES
 HL0483'TO A POINT 100 YARDS S OF WHERE CITIZENS DITCH CROSSES THE
 HL0483'HIGHWAY.  LEAVE THE HIGHWAY AND TURN RIGHT OR W ON A LANE
 HL0483'TRACK ROAD AND GO 0.9 MILE TO A LONE SW FENCE CORNER.  TAKE THE
 HL0483'RIGHT FORK ON A LESS TRAVELED ROAD AND GO N-NORTHWESTERLY
 HL0483'0.2 MILE, THEN NORTHERLY 0.85 MILE TO A CORNER OF CITIZENS
 HL0483'DITCH.  CONTINUE N ON THE W SIDE OF THE DITCH FOR 0.15 MILE TO
 HL0483'A LONE SHACK 75 YARDS NW.  TURN LEFT AND DRIVE ON A PLAIN TRACK
 HL0483'ROAD W-SOUTHWESTERLY UP GRADE FOR 0.8 MILE TO A SIGN 20
 HL0483'YARDS S OF THE ROAD THAT READS PRIVATE LAND.  CONTINUE ON
 HL0483'TRACK ROAD 0.2 MILE TO TOP OF RIDGE.  LEAVE ROAD, TURN
 HL0483'HALF-RIGHT AND DRIVE N-NORTHWESTERLY 0.25 MILE TO HIGHEST
 HL0483'GROUND AND STATION.
 HL0483'
 HL0483'AN 8-FOOT STAND CLEARS ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0548 ***********************************************************************
 KJ0548  DESIGNATION -  BROOKS
 KJ0548  PID         -  KJ0548
 KJ0548  STATE/COUNTY-  CO/WASHINGTON
 KJ0548  USGS QUAD   -  LAST CHANCE SW (1973)
 KJ0548
 KJ0548                         *CURRENT SURVEY CONTROL
 KJ0548  ___________________________________________________________________
 KJ0548* NAD 83(1992)-  39 36 06.27318(N)    103 41 14.54093(W)     ADJUSTED  
 KJ0548* NAVD 88     -      1571.     (meters)    5154.     (feet)  SCALED    
 KJ0548  ___________________________________________________________________
 KJ0548  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 KJ0548  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 KJ0548
 KJ0548  HORZ ORDER  -  FIRST
 KJ0548
 KJ0548.The horizontal coordinates were established by classical geodetic methods
 KJ0548.and adjusted by the National Geodetic Survey in January 1993..
 KJ0548
 KJ0548.The orthometric height was scaled from a topographic map.
 KJ0548
 KJ0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0548
 KJ0548.The geoid height was determined by GEOID03.
 KJ0548
 KJ0548;                    North         East     Units Scale Factor Converg.
 KJ0548;SPC CO N     -   336,193.245 1,070,076.917   MT  1.00002054   +1 10 16.3
 KJ0548;SPC CO N     - 1,102,994.00  3,510,744.02   sFT  1.00002054   +1 10 16.3
 KJ0548;SPC CO C     -   502,664.484 1,070,070.190   MT  0.99997403   +1 08 35.5
 KJ0548;SPC CO C     - 1,649,158.39  3,510,721.95   sFT  0.99997403   +1 08 35.5
 KJ0548;UTM  13      - 4,384,379.025   612,695.567   MT  0.99975636   +0 50 12.5
 KJ0548
 KJ0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0548!SPC CO N     -   0.99975670  x   1.00002054  =   0.99977723
 KJ0548!SPC CO C     -   0.99975670  x   0.99997403  =   0.99973074
 KJ0548!UTM  13      -   0.99975670  x   0.99975636  =   0.99951312
 KJ0548
 KJ0548|---------------------------------------------------------------------|
 KJ0548| PID    Reference Object                     Distance      Geod. Az  |
 KJ0548|                                                           dddmmss.s |
 KJ0548| CP6666 BROOKS RM 1                          10.535 METERS 01604     |
 KJ0548| CP6667 BROOKS RM 2                          10.670 METERS 10924     |
 KJ0548| KJ0550 BROOKS AZ MK                        APPROX. 0.9 KM 1902051.0 |
 KJ0548| KJ0535 LIMON ATT RELAY TOWER               APPROX.27.5 KM 2005418.3 |
 KJ0548|---------------------------------------------------------------------|
 KJ0548
 KJ0548                          SUPERSEDED SURVEY CONTROL
 KJ0548
 KJ0548  NAD 83(1986)-  39 36 06.26673(N)    103 41 14.53854(W) AD(       ) 1
 KJ0548  NAD 27      -  39 36 06.31752(N)    103 41 12.70553(W) AD(       ) 1
 KJ0548
 KJ0548.Superseded values are not recommended for survey control.
 KJ0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0548.See file dsdata.txt to determine how the superseded data were derived.
 KJ0548
 KJ0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD1269684379(NAD 83)
 KJ0548_MARKER: DS = TRIANGULATION STATION DISK
 KJ0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0548
 KJ0548  HISTORY     - Date     Condition        Report By
 KJ0548  HISTORY     - 1960     MONUMENTED       CGS
 KJ0548  HISTORY     - 1977     GOOD             NGS
 KJ0548
 KJ0548                          STATION DESCRIPTION
 KJ0548
 KJ0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KJ0548'THE STATION IS LOCATED ABOUT 11-1/2 MILES SOUTHWEST OF LAST
 KJ0548'CHANCE, 4 MILES SOUTH OF THE MIDDLE MIST RESERVOIR, 1/2 MILE
 KJ0548'EAST OF THE WASHINGTON-ARAPOHOE COUNTY LINE, AND IS ON THE
 KJ0548'HIGHEST POINT IN THE GENERAL VICINITY.
 KJ0548'
 KJ0548'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 36 AND
 KJ0548'STATE HIGHWAY 71 AT LAST CHANCE, GO SOUTH ON STATE HIGHWAY 71
 KJ0548'FOR 12.0 MILES TO A CROSSROADS AND THE WASHINGTON-LINCOLN COUNTY
 KJ0548'LINE.  TURN RIGHT, WEST, AND FOLLOW THE GRAVELED ROAD WEST, SOUTH
 KJ0548'AND WEST 5.4 MILES TO A SHARP CURVE WHERE THE ROAD TURNS
 KJ0548'SOUTH.  CONTINUE AHEAD, WEST, 0.2 MILE TO A Y-FORK JUST AFTER
 KJ0548'CROSSING A WOODEN BRIDGE.  TAKE RIGHT FORK, AND FOLLOW THE
 KJ0548'TRACK ROAD NORTH AND NORTHEAST 0.6 MILE TO A WIRE GATE AT THE
 KJ0548'SOUTHWEST CORNER OF A CORRAL.  PASS THROUGH GATE, AND FOLLOW THE
 KJ0548'TRACK ROAD WEST AND NORTH 0.8 MILE TO A Y-FORK.  TAKE LEFT
 KJ0548'FORK, NORTHWEST, 0.2 MILE TO A WIRE GATE.  PASS THROUGH
 KJ0548'GATE, AND FOLLOW THE TRACK ROAD NORTHERLY 2.1 MILES TO THE
 KJ0548'AZIMUTH MARK ON THE WEST SIDE OF THE ROAD.  CONTINUE AHEAD,
 KJ0548'NORTH, 0.6 MILE TO THE STATION ON THE EAST SIDE OF THE ROAD.
 KJ0548'
 KJ0548'THE STATION MARK, STAMPED BROOKS 1960, IS A STANDARD DISK SET
 KJ0548'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 6
 KJ0548'INCHES.  IT IS 80 FEET EAST OF THE CENTER OF THE TRACK ROAD AND
 KJ0548'5.5 FEET SOUTHWEST OF A WITNESS POST.
 KJ0548'
 KJ0548'REFERENCE MARK NO. 1, STAMPED BROOKS NO 1 1960, IS A STANDARD
 KJ0548'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 KJ0548'6 INCHES.  IT IS 29.2 FEET NORTH OF THE WITNESS POST.
 KJ0548'
 KJ0548'REFERENCE MARK NO. 2, STAMPED BROOKS NO 2 1960, IS A STANDARD
 KJ0548'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 KJ0548'PROJECTS 6 INCHES.  IT IS 34.1 FEET EAST OF THE WITNESS POST.
 KJ0548'
 KJ0548'THE AZIMUTH MARK, STAMPED BROOKS 1960, IS A STANDARD DISK SET
 KJ0548'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 8
 KJ0548'INCHES.  IT IS 270 FEET WEST OF THE TRACK ROAD, 3 FEET NORTH
 KJ0548'OF THE NORTH END OF A WIRE GATE, 3 FEET SOUTHWEST OF A WITNESS
 KJ0548'POST AND 6 INCHES EAST OF A FENCE.
 KJ0548
 KJ0548                          STATION RECOVERY (1977)
 KJ0548
 KJ0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KJ0548'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE
 KJ0548'AND DIRECTION TO THE MARKS CHECKED ADEQUATELY.
 KJ0548'
 KJ0548'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 36 AND
 KJ0548'STATE HIGHWAY 71 IN LAST CHANCE.  GO SOUTH ON HIGHWAY 71 FOR
 KJ0548'12.0 MILES TO THE WASHINGTON-LINCOLN COUNTY LINE ROAD.  TURN
 KJ0548'RIGHT, GO WEST, SOUTH AND WEST AGAIN ON A GRAVELED ROAD FOR 5.4
 KJ0548'MILES TO A POINT WHERE ROAD CURVES TO THE LEFT.  CONTINUE
 KJ0548'STRAIGHT AHEAD, WEST ON A GRAVELED FARM DRIVE FOR 0.1 MILE TO A
 KJ0548'FARM YARD DRIVE ON THE RIGHT.  TURN RIGHT AND GO NORTH ON
 KJ0548'DRIVE, PASSING BETWEEN A FARM HOUSE AND FARM BUILDINGS TO A
 KJ0548'METAL GATE JUST NORTHWEST OF THE HOUSE.  PASS THROUGH THE
 KJ0548'GATE, THENCE LEFT THROUGH ANOTHER GATE, THENCE RIGHT ON A
 KJ0548'TRACK ROAD FOR 0.05 MILE TO A FORK.  KEEP RIGHT AND CONTINUE
 KJ0548'NORTHERLY ON TRACK ROAD FOR 0.35 MILE TO A METAL GATE AND AN
 KJ0548'OLD CORRAL.  PASS THROUGH THE GATE AND CONTINUE NORTH AND
 KJ0548'NORTHEAST ON A TRACK ROAD FOR 0.6 MILE TO A FORK.  KEEP
 KJ0548'RIGHT AND CONTINUE ON TRACK ROAD FOR 0.35 MILE TO A GATE.
 KJ0548'PASS THROUGH THE GATE AND CONTINUE ON A TRACK ROAD FOR 0.55
 KJ0548'MILE TO A FORK.  KEEP LEFT AND CONTINUE ON TRACK ROAD,
 KJ0548'NORTHWESTERLY AND NORTH FOR 1.4 MILES TO THE AZIMUTH MARK AND A
 KJ0548'WIRE GATE ABOUT 0.05 MILE WEST OF THIS POINT.  CONTINUE NORTHERLY
 KJ0548'ON AN OLD TRACK ROAD FOR 0.55 MILE TO THE TOP OF A HILL AND
 KJ0548'STATION.
 KJ0548'
 KJ0548'STATION IS A STANDARD STATION MARK DISK, STAMPED BROOKS 1960,
 KJ0548'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT
 KJ0548'6 INCHES.  MARK IS 2.3 FEET NORTHWEST OF A METAL WITNESS POST.
 KJ0548'
 KJ0548'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED
 KJ0548'BROOKS NO 1 1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 KJ0548'PROJECTING ABOUT 6 INCHES.
 KJ0548'
 KJ0548'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 KJ0548'BROOKS NO 2 1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 KJ0548'PROJECTING ABOUT 6 INCHES.
 KJ0548'
 KJ0548'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED BROOKS
 KJ0548'1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 KJ0548'ABOUT 6 INCHES.  MARK IS 4 FEET NORTH OF THE NORTH GATE POST
 KJ0548'OF A WIRE GATE IN A NORTH-SOUTH FENCE LINE, 1 FOOT NORTH OF A
 KJ0548'METAL WITNESS POST AND 4 INCHES EAST OF THE NORTH-SOUTH FENCE
 KJ0548'LINE.
 KJ0548'
 KJ0548'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KJ0548'3-1/2 MILES ENE OF AGATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5154 ***********************************************************************
 AC5154  DESIGNATION -  BROOKS
 AC5154  PID         -  AC5154
 AC5154  STATE/COUNTY-  CO/PUEBLO
 AC5154  USGS QUAD   -  CEDARWOOD (1970)
 AC5154
 AC5154                         *CURRENT SURVEY CONTROL
 AC5154  ___________________________________________________________________
 AC5154* NAD 83(1992)-  37 58 01.75748(N)    104 32 59.96309(W)     ADJUSTED  
 AC5154* NAVD 88     -      1676.7    (meters)    5501.     (feet)  GPS OBS   
 AC5154  ___________________________________________________________________
 AC5154  X           -  -1,265,162.034 (meters)                     COMP
 AC5154  Y           -  -4,874,470.000 (meters)                     COMP
 AC5154  Z           -   3,903,590.276 (meters)                     COMP
 AC5154  LAPLACE CORR-          -7.47  (seconds)                    DEFLEC99
 AC5154  ELLIP HEIGHT-        1657.63  (meters)          (12/03/02) GPS OBS
 AC5154  GEOID HEIGHT-         -18.99  (meters)                     GEOID03
 AC5154
 AC5154  HORZ ORDER  -  FIRST
 AC5154  ELLP ORDER  -  FOURTH    CLASS II
 AC5154
 AC5154.The horizontal coordinates were established by GPS observations
 AC5154.and adjusted by the National Geodetic Survey in January 1997..
 AC5154
 AC5154.The orthometric height was determined by GPS observations and a
 AC5154.high-resolution geoid model.
 AC5154
 AC5154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5154
 AC5154.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5154
 AC5154.The ellipsoidal height was determined by GPS observations
 AC5154.and is referenced to NAD 83.
 AC5154
 AC5154.The geoid height was determined by GEOID03.
 AC5154
 AC5154;                    North         East     Units Scale Factor Converg.
 AC5154;SPC CO S     -   449,558.979   997,874.996   MT  0.99994808   +0 34 57.8
 AC5154;SPC CO S     - 1,474,928.08  3,273,861.55   sFT  0.99994808   +0 34 57.8
 AC5154;UTM  13      - 4,202,266.291   539,527.413   MT  0.99961924   +0 16 36.7
 AC5154
 AC5154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5154!SPC CO S     -   0.99973996  x   0.99994808  =   0.99968805
 AC5154!UTM  13      -   0.99973996  x   0.99961924  =   0.99935930
 AC5154
 AC5154                          SUPERSEDED SURVEY CONTROL
 AC5154
 AC5154  ELLIP H (01/17/97) 1657.64   (m)                       GP(       ) 1 1
 AC5154
 AC5154.Superseded values are not recommended for survey control.
 AC5154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5154.See file dsdata.txt to determine how the superseded data were derived.
 AC5154
 AC5154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC3952702266(NAD 83)
 AC5154_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5154_STAMPING: BROOKS 1995
 AC5154_MARK LOGO: NGS   
 AC5154_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC5154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5154+STABILITY: SURFACE MOTION
 AC5154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5154+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5154
 AC5154  HISTORY     - Date     Condition        Report By
 AC5154  HISTORY     - 1995     MONUMENTED       CO-101
 AC5154
 AC5154                          STATION DESCRIPTION
 AC5154
 AC5154'DESCRIBED BY PUEBLO COUNTY COLORADO 1995 (KCH)
 AC5154'THE STATION IS LOCATED IN SOUTH-CENTRAL PUEBLO COUNTY, 34.8 KM (21.60
 AC5154'MI) SOUTH OF DOWNTOWN PUEBLO, 7.3 KM (4.55 MI) EAST-NORTHEAST OF
 AC5154'CEDARWOOD, 10.8 KM (6.70 MI) SOUTHWEST OF THE BUTLER RANCH
 AC5154'HEADQUARTERS IN THE SOUTHWEST 1/4 OF SECTION 10 T24S R64W OF THE 6TH
 AC5154'PM.  OWNERSHIP-- THE STATION IS SITUATED ON THE PREMISES OF THE BUTLER
 AC5154'RANCH, OWNED BY THE PAUL BUTLER TRUST. PERMISSION TO ACCESS CAN BE
 AC5154'ARRANGED BY CONTACTING DAN KIPP, BUTLER RANCH MANAGER, 121 E. PIKES
 AC5154'PEAK RM 446, COLORADO SPRINGS, CO 80903, (719) 630-1706. AFTER
 AC5154'OBTAINING PERMISSION TO ACCESS, VISITS TO THE BUTLER RANCH PREMISES
 AC5154'CAN BE ARRANGED BY CONTACTING RANCH FOREMAN RICK TUNE (719) 948-3435.
 AC5154'TO REACH THE STATION FROM THE INTERSECTION OF US HWY 50 AND 27TH LANE,
 AC5154'GO SOUTH 2.9 MI (4.7 KM) ON 27TH LANE TO THE SIGN MARKING THE END OF
 AC5154'27TH LANE AND THE BEGINNING OF DOYLE ROAD.  CONTINUE SOUTHEAST 8.4 MI
 AC5154'(13.5 KM) ON DOYLE ROAD TO AN INTERSECTING NORTH-SOUTH ROAD, BROADACRE
 AC5154'ROAD.  TURN RIGHT, SOUTH, ON BROADACRE ROAD FOR 4.25 MI (6.84 KM) TO A
 AC5154'CATTLE GUARD AND GATEWAY AT THE ENTRANCE TO THE BUTLER RANCH. CONTINUE
 AC5154'SOUTH ON A GRAVEL ROAD 1.0 MI (1.6 KM) TO A SIDE ROAD LEFT, THE
 AC5154'ENTRANCE TO THE BUTLER RANCH HEADQUARTERS. CONTINUE SOUTH ON THE MAIN
 AC5154'RANCH ROAD 0.2 MI (0.3 KM) TO A CATTLE GUARD.  CONTINUE SOUTH ON THE
 AC5154'MAIN RANCH ROAD 0.6 MI (1.0 KM) TO A Y  IN THE ROAD. TAKE THE LEFT
 AC5154'FORK SOUTH 0.05 MI (0.08 KM) TO A CATTLE GUARD AND A CORRAL TO THE
 AC5154'RIGHT. CONTINUE SOUTH ON THE MAIN RANCH ROAD 0.2 MI (0.3 KM) TO THE
 AC5154'BOTTOM OF A DRAW.  CONTINUE SOUTH ON THE MAIN RANCH ROAD 0.5 MI (0.8
 AC5154'KM) , FOLLOWING A TELEPHONE LINE TO A  Y  IN THE ROAD. TAKE THE RIGHT
 AC5154'FORK, FOLLOWING THE MAIN RANCH ROAD SOUTHWEST 0.4 MI (0.6 KM) TO A
 AC5154'SIDE ROAD LEFT LEADING TO A WINDMILL AND WATER TANK.  CONTINUE AHEAD
 AC5154',WEST, ON THE MAIN RANCH ROAD 0.6 MI (1.0 KM) TO A CATTLE GUARD AND A
 AC5154'SURVEY MARKER TO THE LEFT ALONG THE NORTH-SOUTH FENCELINE. CONTINUE
 AC5154'AHEAD SOUTHWEST 1.95 MI (3.14 KM) TO A RIGHT FORK HEADING NORTHEAST TO
 AC5154'A WATER TANK. TAKE THE LEFT FORK SOUTHWEST 0.2 MI (0.3 KM) TO A
 AC5154'REVERSE FORK RIGHT LEADING TO THE SAME WATER TANK. TAKE THE LEFT FORK
 AC5154'SOUTHWEST 0.6 MI (1.0 KM) TO A FENCE CORNER FORMING AN OBTUSE ANGLE.
 AC5154'CONTINUE SOUTHWEST 0.2 MI (0.3 KM) ALONG A FENCELINE TO A CATTLE
 AC5154'GUARD. CONTINUE SOUTHWEST 0.6 MI (1.0 KM) TO THE BOTTOM OF A DRAW.
 AC5154'CONTINUE SOUTHWEST 1.9 MI (3.1 KM) ON THE MAIN RANCH ROAD TO A FORK
 AC5154'RIGHT WITH A TWO-TRACK ROAD HEADING SOUTHEAST TOWARD CEDARWOOD. TAKE
 AC5154'THE LEFT FORK SOUTH 0.05 MI (0.08 KM) TO A CATTLE GUARD WITH AN
 AC5154'OVERHEAD BRACE. CONTINUE SOUTH 0.55 MI (0.89 KM) ON THE MAIN RANCH
 AC5154'ROAD TO A SIDE ROAD LEFT.  TURN LEFT, EAST OFF THE MAIN RANCH ROAD
 AC5154'0.25 MI (0.40 KM) TO A REVERSE  Y  RIGHT TO THE SOUTHWEST. CONTINUE
 AC5154'EAST 0.5 MI (0.8 KM) TO THE STATION, SET OFF THE LEFT SIDE OF THE
 AC5154'ROAD, NORTH, SIDE OF THE ROAD. THE MARK IS A STANDARD NGS BRASS
 AC5154'HORIZONTAL CONTROL DISK SET IN A CYLANDRICAL MASS OF CONCRETE 1.5 FT
 AC5154'(0.5 M) IN DIAMETER AND 5 FT (1.5 M) DEEP PROJECTING 2 CM ABOVE THE
 AC5154'GROUND.  IT IS 1.1 M (3.6 FT) EAST OF A CARSONITE WITNESS POST, 8.6 M
 AC5154'(28.2 FT) NORTHWEST OF THE CENTER OF THE ROAD, AND 1.0 M (3.3 FT)
 AC5154'ABOVE THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2051 ***********************************************************************
 KK2051  DESIGNATION -  BROOMFIELD GREEN TANK
 KK2051  PID         -  KK2051
 KK2051  STATE/COUNTY-  CO/BOULDER
 KK2051  USGS QUAD   -  LAFAYETTE (1994)
 KK2051
 KK2051                         *CURRENT SURVEY CONTROL
 KK2051  ___________________________________________________________________
 KK2051* NAD 83(1992)-  39 56 31.33697(N)    105 04 36.69112(W)     ADJUSTED  
 KK2051* NAVD 88     -                                                        
 KK2051  ___________________________________________________________________
 KK2051  LAPLACE CORR-         -10.64  (seconds)                    DEFLEC99
 KK2051  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 KK2051
 KK2051  HORZ ORDER  -  THIRD
 KK2051
 KK2051.The horizontal coordinates were established by classical geodetic methods
 KK2051.and adjusted by the National Geodetic Survey in January 1993..
 KK2051
 KK2051
 KK2051.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2051
 KK2051.The geoid height was determined by GEOID03.
 KK2051
 KK2051;                    North         East     Units Scale Factor Converg.
 KK2051;SPC CO N     -   372,471.203   950,564.858   MT  0.99997128   +0 16 24.3
 KK2051;SPC CO N     - 1,222,015.94  3,118,644.87   sFT  0.99997128   +0 16 24.3
 KK2051;SPC CO C     -   538,978.974   950,567.482   MT  1.00004365   +0 16 00.7
 KK2051;SPC CO C     - 1,768,300.18  3,118,653.48   sFT  1.00004365   +0 16 00.7
 KK2051;UTM  13      - 4,421,326.869   493,433.825   MT  0.99960053   -0 02 57.6
 KK2051
 KK2051                          SUPERSEDED SURVEY CONTROL
 KK2051
 KK2051  NAD 83(1986)-  39 56 31.32958(N)    105 04 36.68445(W) AD(       ) 4
 KK2051
 KK2051.Superseded values are not recommended for survey control.
 KK2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2051.See file dsdata.txt to determine how the superseded data were derived.
 KK2051
 KK2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE9343421327(NAD 83)
 KK2051_MARKER: 51 = TANK
 KK2051_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK2051+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2003
 KK2051
 KK2051  HISTORY     - Date     Condition        Report By
 KK2051  HISTORY     - 1985     FIRST OBSERVED   NGS
 KK2051  HISTORY     - 20031018 GOOD             USPSQD
 KK2051
 KK2051                          STATION DESCRIPTION
 KK2051
 KK2051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 KK2051'THE STATION IS LOCATED ABOUT 7 KM (4.4 MI) SOUTH-SOUTHEAST OF
 KK2051'LAFAYETTE, 2.5 KM (1.6 MI) NORTHEAST OF BROOMFIELD, 1.2 KM (0.8 MI)
 KK2051'EAST OF U.S. HIGHWAY 287, 0.4 KM (0.25 MI) WEST-SOUTHWEST OF THE
 KK2051'INTERSECTION OF MAIN STREET AND WEST 136TH AVENUE AND IN THE
 KK2051'NORTHEAST QUARTER OF SECTION 26, T 1 S, R 69 W.
 KK2051'
 KK2051'THE TOP CENTER OF THE VENT WAS INTERSECTED.  THE TANK IS GREENINSH
 KK2051'BLUE WITH UPSIDE DOWN T-SHAPED ORNAMENTS AROUND THE SIDE OF THE
 KK2051'TANK.
 KK2051
 KK2051                          STATION RECOVERY (2003)
 KK2051
 KK2051'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 KK2051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0545 ***********************************************************************
 LK0545  DESIGNATION -  BROPHY
 LK0545  PID         -  LK0545
 LK0545  STATE/COUNTY-  CO/YUMA
 LK0545  USGS QUAD   -  OLD BALDY (1984)
 LK0545
 LK0545                         *CURRENT SURVEY CONTROL
 LK0545  ___________________________________________________________________
 LK0545* NAD 83(1992)-  40 17 00.45497(N)    102 24 58.08170(W)     ADJUSTED  
 LK0545* NAVD 88     -      1215.1    (meters)    3987.     (feet)  VERTCON   
 LK0545  ___________________________________________________________________
 LK0545  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 LK0545  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 LK0545
 LK0545  HORZ ORDER  -  SECOND
 LK0545
 LK0545.The horizontal coordinates were established by classical geodetic methods
 LK0545.and adjusted by the National Geodetic Survey in January 1993..
 LK0545
 LK0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0545
 LK0545.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0545
 LK0545.The geoid height was determined by GEOID03.
 LK0545
 LK0545;                    North         East     Units Scale Factor Converg.
 LK0545;SPC CO N     -   414,853.348 1,176,588.787   MT  0.99995701   +1 59 33.3
 LK0545;SPC CO N     - 1,361,064.69  3,860,191.71   sFT  0.99995701   +1 59 33.3
 LK0545;UTM  13      - 4,462,422.827   719,655.695   MT  1.00019397   +1 40 16.7
 LK0545
 LK0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0545!SPC CO N     -   0.99981278  x   0.99995701  =   0.99976980
 LK0545!UTM  13      -   0.99981278  x   1.00019397  =   1.00000672
 LK0545
 LK0545|---------------------------------------------------------------------|
 LK0545| PID    Reference Object                     Distance      Geod. Az  |
 LK0545|                                                           dddmmss.s |
 LK0545| CP6668 BROPHY RM 1                          14.970 METERS 14620     |
 LK0545| CP6669 BROPHY RM 2                          15.616 METERS 32624     |
 LK0545| LK0546 BALDY                               APPROX. 7.4 KM 3291550.0 |
 LK0545|---------------------------------------------------------------------|
 LK0545
 LK0545                          SUPERSEDED SURVEY CONTROL
 LK0545
 LK0545  NAD 83(1986)-  40 17 00.45275(N)    102 24 58.08030(W) AD(       ) 2
 LK0545  NAD 27      -  40 17 00.49715(N)    102 24 56.36584(W) AD(       ) 2
 LK0545  NGVD 29 (07/19/86) 1214.6    (m)         3985.     (f) VERT ANG       
 LK0545
 LK0545.Superseded values are not recommended for survey control.
 LK0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0545.See file dsdata.txt to determine how the superseded data were derived.
 LK0545
 LK0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE1965662423(NAD 83)
 LK0545_MARKER: Z = SEE DESCRIPTION
 LK0545_SETTING: 0 = UNSPECIFIED SETTING
 LK0545
 LK0545  HISTORY     - Date     Condition        Report By
 LK0545  HISTORY     - 1971     MONUMENTED       USGS
 LK0545
 LK0545                          STATION DESCRIPTION
 LK0545
 LK0545'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (HH)
 LK0545'THE STATION IS LOCATED NORTH 35 DEGREES WEST, ABOUT 17 MILES
 LK0545'AIRLINE DISTANCE FROM WRAY, COLORADO ON A HIGH POINT, IN THE
 LK0545'SOUTHEAST ONE-QUARTER OF SECTION 29, TOWNSHIP 4 NORTH, RANGE 45
 LK0545'WEST.
 LK0545'
 LK0545'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 34 AND U.S. HIGHWAY
 LK0545'385 IN WRAY, COLORADO, GO NORTH ON U.S. HIGHWAY 385 FOR 16.3 MILES,
 LK0545'(1.0 MILE NORTH OF WAUNETA, COLORADO), TO A CROSSROADS.  TURN LEFT
 LK0545'(WEST) AND GO WESTERLY FOR 9.0 MILES TO A FIELD ROAD NEAR A RANCH
 LK0545'HOUSE ON TOM BROPHYS PROPERTY.  TURN LEFT (SOUTH) BETWEEN TWO
 LK0545'CATTLEGUARDS, AND GO 1.3 MILES TOWARD A WINDMILL.  CONTINUE
 LK0545'STRAIGHT SOUTH ACROSS COUNTRY FOR 0.3 MILE TO A GATE.  PASS THROUGH
 LK0545'GATE, TURN RIGHT (WEST), AND GO 0.1 MILE.  TURN RIGHT (NORTH),
 LK0545'AND GO 0.1 MILE TO THE TOP OF HILL, AND STATION SITE, 10 FEET
 LK0545'EAST OF A USGS WITNESS SIGN MOUNTED ON A METAL POST.  A
 LK0545'FOUR-WHEEL DRIVE VEHICLE IS NECESSARY TO REACH THIS STATION.
 LK0545'
 LK0545'THE STATION AND REFERENCE MARKS ARE STANDARD USGS TABLETS, SOLDERED
 LK0545'TO COPPER COATED STEEL RODS, DRIVEN TO REFUSAL AT THE DEPTHS
 LK0545'INDICATED, AND CENTERED IN GRAVEL FILLED PLASTIC TILES WHICH ARE
 LK0545'6 INCHES IN DIAMETER AND 12 INCHES LONG, SET FLUSH WITH THE
 LK0545'GROUND.
 LK0545'
 LK0545'STATION MARK--THE ROD WAS DRIVEN 20 FEET, THE TABLET STAMPED
 LK0545'BROPHY ET 1971.
 LK0545'
 LK0545'REFERENCE MARK NO. 1--THE ROD WAS DRIVEN 15 FEET.  THE TABLET
 LK0545'STAMPED BROPHY ET NO. 1 1971.
 LK0545'
 LK0545'REFERENCE MARK NO. 2--THE ROD WAS DRIVEN 14 FEET.  THE TABLET
 LK0545'STAMPED BROPHY ET NO. 2 1971.
 LK0545'
 LK0545'STATION BALDY ET 1971 IS VISIBLE FROM THE GROUND AT THIS STATION,
 LK0545'AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS WERE MADE
 LK0545'FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1588 ***********************************************************************
 KK1588  DESIGNATION -  BROW
 KK1588  PID         -  KK1588
 KK1588  STATE/COUNTY-  CO/ARAPAHOE
 KK1588  USGS QUAD   -  STRASBURG NW (1978)
 KK1588
 KK1588                         *CURRENT SURVEY CONTROL
 KK1588  ___________________________________________________________________
 KK1588* NAD 83(1992)-  39 39 11.31172(N)    104 29 43.78094(W)     ADJUSTED  
 KK1588* NAVD 88     -      1815.     (meters)    5955.     (feet)  SCALED    
 KK1588  ___________________________________________________________________
 KK1588  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 KK1588  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 KK1588
 KK1588  HORZ ORDER  -  FIRST
 KK1588
 KK1588.The horizontal coordinates were established by classical geodetic methods
 KK1588.and adjusted by the National Geodetic Survey in January 1993..
 KK1588
 KK1588.The orthometric height was scaled from a topographic map.
 KK1588
 KK1588.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1588
 KK1588.The geoid height was determined by GEOID03.
 KK1588
 KK1588;                    North         East     Units Scale Factor Converg.
 KK1588;SPC CO C     -   507,294.687 1,000,609.562   MT  0.99998227   +0 38 00.7
 KK1588;SPC CO C     - 1,664,349.32  3,282,833.20   sFT  0.99998227   +0 38 00.7
 KK1588;SPC CO N     -   340,797.244 1,000,611.939   MT  1.00001086   +0 38 56.6
 KK1588;SPC CO N     - 1,118,098.96  3,282,841.00   sFT  1.00001086   +0 38 56.6
 KK1588;UTM  13      - 4,389,382.145   543,281.626   MT  0.99962306   +0 19 19.0
 KK1588
 KK1588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1588!SPC CO C     -   0.99971816  x   0.99998227  =   0.99970044
 KK1588!SPC CO N     -   0.99971816  x   1.00001086  =   0.99972902
 KK1588!UTM  13      -   0.99971816  x   0.99962306  =   0.99934133
 KK1588
 KK1588|---------------------------------------------------------------------|
 KK1588| PID    Reference Object                     Distance      Geod. Az  |
 KK1588|                                                           dddmmss.s |
 KK1588| CP6670 BROW RM 1                            21.045 METERS 07707     |
 KK1588| KK1589 DUD                                 372.970 METERS 31913     |
 KK1588| CP6671 BROW RM 2                             9.143 METERS 34234     |
 KK1588|---------------------------------------------------------------------|
 KK1588
 KK1588                          SUPERSEDED SURVEY CONTROL
 KK1588
 KK1588  NAD 83(1986)-  39 39 11.30571(N)    104 29 43.77925(W) AD(       ) 1
 KK1588  NAD 27      -  39 39 11.35314(N)    104 29 41.90683(W) AD(       ) 1
 KK1588
 KK1588.Superseded values are not recommended for survey control.
 KK1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1588.See file dsdata.txt to determine how the superseded data were derived.
 KK1588
 KK1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED4328289382(NAD 83)
 KK1588_MARKER: DS = TRIANGULATION STATION DISK
 KK1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1588
 KK1588  HISTORY     - Date     Condition        Report By
 KK1588  HISTORY     - 1961     MONUMENTED       CGS
 KK1588
 KK1588                          STATION DESCRIPTION
 KK1588
 KK1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KK1588'THE STATION IS 8 1/2 MILES SOUTHEAST OF WATKINS, 7 1/2 MILES SOUTHWEST
 KK1588'OF BENNETT, 0.7 MILES SOUTH OF MISSLE SITE 848 C IN SECTION 36, R64W,
 KK1588'T4S.
 KK1588'
 KK1588'TO REACH THE STATION FROM THE JUNCTION OF COLORADO STATE HIGHWAYS 30
 KK1588'AND 70 IN AURORA GO EAST ON COLORADO STATE HIGHWAY 30 FOR 5 MILES TO
 KK1588'THE MAIN GATE AT BUCKLEY A.N.G. BASE.  CONTINUE STRAIGHT AHEAD EAST
 KK1588'AND SOUTHEAST ON COLORADO STATE HIGHWAY 30 FOR 7.3 MILES TO A FORK,
 KK1588'TAKE THE LEFT FORK, EAST, AND GO 11.3 MILES TO A SIDE ROAD RIGHT.
 KK1588'CONTINUE AHEAD NORTHEASTERLY FOR 0.6 MILE TO A CATTLEGUARD.  TURN
 KK1588'LEFT, THENCE RIGHT, NORTH AND FOLLOW A FIRE ROAD FOR 0.7 MILE TO THE
 KK1588'STATION AS DESCRIBED.
 KK1588'
 KK1588'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 KK1588'SQUARE CONCRETE MONUMENT, WHICH PROJECTS 1 INCH AND IS STAMPED BROW
 KK1588'1961.  IT IS 100 YARDS EAST OF THE CENTER OF AN OILED ROAD, 51 FEET
 KK1588'NORTHEAST OF THE CENTER OF AN OLD ROAD BED, 26 FEET WEST OF THE CENTER
 KK1588'OF A FIRE ROAD AND 6 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 KK1588'
 KK1588'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 KK1588'SQUARE CONCRETE MONUMENT, WHICH PROJECTS 5 INCHES AND IS STAMPED BROW
 KK1588'NO 1 1961.  IT IS 75 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 42 FEET
 KK1588'EAST OF THE CENTER OF A FIRE ROAD.
 KK1588'
 KK1588'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 KK1588'SQUARE CONCRETE MONUMENT, WHICH IS FLUSH AND IS STAMPED BROW NO 2
 KK1588'1961.  IT IS 30 FEET WEST OF THE CENTER OF A FIRE ROAD AND 1 FOOT EAST
 KK1588'OF A NORTH-SOUTH FENCE LINE.
 KK1588'
 KK1588'TRIANGULATION DUD WAS USED AS THE AZIMUTH MARK.  SEE DESCRIPTION THERE
 KK1588'OF.
 KK1588'
 KK1588'HEIGHT OF LIGHT ABOVE STATION MARK - 1.22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0529 ***********************************************************************
 LK0529  DESIGNATION -  BROWN
 LK0529  PID         -  LK0529
 LK0529  STATE/COUNTY-  CO/YUMA
 LK0529  USGS QUAD   -  WRAY (1984)
 LK0529
 LK0529                         *CURRENT SURVEY CONTROL
 LK0529  ___________________________________________________________________
 LK0529* NAD 83(1992)-  40 00 12.04613(N)    102 14 27.45909(W)     ADJUSTED  
 LK0529* NAVD 88     -      1169.71   (+/-2cm)    3837.6    (feet)  VERTCON   
 LK0529  ___________________________________________________________________
 LK0529  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 LK0529  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 LK0529
 LK0529  HORZ ORDER  -  SECOND
 LK0529  VERT ORDER  -  THIRD ? (See Below)
 LK0529
 LK0529.The horizontal coordinates were established by classical geodetic methods
 LK0529.and adjusted by the National Geodetic Survey in January 1993..
 LK0529
 LK0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0529.The vertical order pertains to the NGVD 29 superseded value.
 LK0529
 LK0529.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0529
 LK0529.The geoid height was determined by GEOID03.
 LK0529
 LK0529;                    North         East     Units Scale Factor Converg.
 LK0529;SPC CO N     -   384,305.171 1,192,618.094   MT  0.99996612   +2 06 20.8
 LK0529;SPC CO N     - 1,260,841.22  3,912,781.20   sFT  0.99996612   +2 06 20.8
 LK0529;UTM  13      - 4,431,775.357   735,515.234   MT  1.00028289   +1 46 27.9
 LK0529
 LK0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0529!SPC CO N     -   0.99981999  x   0.99996612  =   0.99978612
 LK0529!UTM  13      -   0.99981999  x   1.00028289  =   1.00010283
 LK0529
 LK0529|---------------------------------------------------------------------|
 LK0529| PID    Reference Object                     Distance      Geod. Az  |
 LK0529|                                                           dddmmss.s |
 LK0529| CP6673 BROWN RM 1                           27.016 METERS 12429     |
 LK0529| KJ0403 FIELD ET                            APPROX. 7.7 KM 1863700.2 |
 LK0529| CP6672 BROWN AZ MK                                        1961633.3 |
 LK0529| CP6674 BROWN RM 2                           25.798 METERS 23344     |
 LK0529| LK0533 GRIGSBY                             APPROX. 7.5 KM 2952626.1 |
 LK0529|---------------------------------------------------------------------|
 LK0529
 LK0529                          SUPERSEDED SURVEY CONTROL
 LK0529
 LK0529  NAD 83(1986)-  40 00 12.04473(N)    102 14 27.45620(W) AD(       ) 2
 LK0529  NAD 27      -  40 00 12.08200(N)    102 14 25.75500(W) AD(       ) 2
 LK0529  NGVD 29 (07/19/86) 1169.23   (m)         3836.0    (f) LEVELING    3  
 LK0529
 LK0529.Superseded values are not recommended for survey control.
 LK0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0529.See file dsdata.txt to determine how the superseded data were derived.
 LK0529
 LK0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE3551531775(NAD 83)
 LK0529_MARKER: DS = TRIANGULATION STATION DISK
 LK0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0529
 LK0529  HISTORY     - Date     Condition        Report By
 LK0529  HISTORY     - 1935     MONUMENTED       CGS
 LK0529  HISTORY     - 1959     GOOD             USGS
 LK0529  HISTORY     - 1968     GOOD             USGS
 LK0529  HISTORY     - 19990707 GOOD             NGS
 LK0529
 LK0529                          STATION DESCRIPTION
 LK0529
 LK0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LK0529'STATION IS 5 MILES SOUTH AND 1 MILE WEST OF WRAY, IN THE SOUTHWEST
 LK0529'QUARTER OF SEC. 36, T. 1 N., R. 44 W.  IT IS BESIDE STATE
 LK0529'HIGHWAY 51, NORTH OF A LOCAL SUMMIT OF THE ROAD GRADE, 51
 LK0529'FEET NORTH OF THE NORTH RIGHT-OF-WAY FENCE, AND 82 FEET NORTH
 LK0529'OF THE CENTERLINE OF THE HIGHWAY.  THE LAND IS OWNED BY THE L.D.
 LK0529'BROWN ESTATE.  THE MARK IS SET EIGHTEEN INCHES
 LK0529'BELOW THE SURFACE.
 LK0529'
 LK0529'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION,
 LK0529'1 FOOT NORTH OF THE NORTH RIGHT-OF-WAY FENCE, AND 31 FEET NORTH
 LK0529'OF CENTER OF STATE HIGHWAY 51.  MARK PROJECTS 4 INCHES.
 LK0529'
 LK0529'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION, 1
 LK0529'FOOT NORTH OF NORTH RIGHT-OF-WAY FENCE, 31 FEET NORTH OF THE
 LK0529'CENTER OF THE HIGHWAY.  MARK PROJECTS 4 INCHES.
 LK0529'
 LK0529'THE AZIMUTH MARK IS SOUTH-SOUTHWEST OF STATION,
 LK0529'30 FEET WEST OF CENTER OF HIGHWAY 51, IN THE WEST RIGHT-OF-WAY
 LK0529'FENCE, 200 FEET NORTH OF A WHITE HOUSE, AND PROJECTS 8 INCHES.
 LK0529
 LK0529                          STATION RECOVERY (1959)
 LK0529
 LK0529'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LK0529'STATION IS 5 MILES SOUTH AND 1 MILE WEST OF WRAY, IN THE SOUTHWEST
 LK0529'QUARTER OF SEC. 36, T 1 N, R 44 W.  IT IS 80 FEET NORTH AND
 LK0529'610 FEET EAST OF T-ROAD SOUTH, 31 FEET NORTH OF NORTH RIGHT-OF-WAY
 LK0529'FENCE AND 32 FEET WEST OF A POWER POLE, IN CONCRETE POST A
 LK0529'STANDARD U.S.C. AND G.S. DISC STAMPED BROWN 1935 AND SET ABOUT 18
 LK0529'INCHES BELOW SURFACE OF GROUND.
 LK0529'
 LK0529'REFERENCE MARK 1 IS 18 FEET SOUTH OF NORTH RIGHT-OF-WAY FENCE.
 LK0529'
 LK0529'REFERENCE MARK 2 LEANS 30 DEGREES WEST-NORTHWEST.
 LK0529
 LK0529                          STATION RECOVERY (1968)
 LK0529
 LK0529'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (IGT)
 LK0529'THE STATION IS LOCATED SOUTH 8 DEG WEST ABOUT 5.3 MILES AIRLINE
 LK0529'FROM WRAY, COLORADO 82 FEET NORTH AND 1560 FEET EAST OF SOUTHWEST
 LK0529'CORNER OF SECTION 36, T.1N., R. 44W.
 LK0529'
 LK0529'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 34 AND 385 IN
 LK0529'WRAY, GO 5.8 MILES SOUTH ON U.S. HIGHWAY 385 TO START OF A CURVE
 LK0529'FROM WEST TO SOUTH, CONTINUE STRAIGHT AHEAD 0.05 MILE WEST ON
 LK0529'GRADED ROAD TO THE STATION SITE ON THE RIGHT.  THE STATION IS
 LK0529'82 FEET NORTH OF GRADED ROAD, 32 FEET NORTH OF RIGHT OF WAY
 LK0529'FENCE.
 LK0529'
 LK0529'STATION MARK--A USC AND GS BRONZE DISK SET IN A CONCRETE
 LK0529'POST 20 INCHES UNDERGROUND.  THE DISK IS STAMPED BROWN 1935.
 LK0529'
 LK0529'REFERENCE MARK NO. 1--THE REFERENCE MARK IS 31 FEET NORTH OF
 LK0529'THE ROAD ON A MOUND IN THE BORROW DITCH.  A USC AND GS BRONZE
 LK0529'REFERENCE MARK DISK SET IN A CONCRETE POST PROJECTING 1 FOOT.
 LK0529'THE DISK IS STAMPED BROWN 1935 R.M. NO. 1.
 LK0529'
 LK0529'REFERENCE MARK NO. 2--THE REFERENCE MARK IS 31 FEET NORTH OF
 LK0529'THE ROAD ON A MOUND IN THE BORROW DITCH.  A USC AND GS BRONZE
 LK0529'REFERENCE MARK DISK SET IN A CONCRETE POST PROJECTING 1 FOOT.
 LK0529'THE DISK IS STAMPED BROWN 1935 R.M. NO. 2.
 LK0529'
 LK0529'NOTE--REFERENCE MARK NO. 2 WAS FOUND LEANING.  THE POST WAS
 LK0529'RIGHTED AND SET AT THE ORIGINAL DISTANCE.
 LK0529'
 LK0529'THE AZIMUTH MARK IS DESTROYED.  MARK WAS FOUND LYING IN THE ROW
 LK0529'DITCH.
 LK0529'
 LK0529'STATION GRIBSBY 1935 IS VISIBLE FROM THE GROUND AND WILL SERVE
 LK0529'AS THE AZIMUTH MARK.
 LK0529
 LK0529                          STATION RECOVERY (1999)
 LK0529
 LK0529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 LK0529'REFERENCE MARK NUMBER 2 WAS RECOVERED DESTROYED. IT WAS STAMPED BROWN
 LK0529'NO 2 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0631 ***********************************************************************
 LK0631  DESIGNATION -  BROWN
 LK0631  PID         -  LK0631
 LK0631  STATE/COUNTY-  CO/LOGAN
 LK0631  USGS QUAD   -  REIRADON HILL (1951)
 LK0631
 LK0631                         *CURRENT SURVEY CONTROL
 LK0631  ___________________________________________________________________
 LK0631* NAD 83(1992)-  40 35 13.54420(N)    103 00 01.84757(W)     ADJUSTED  
 LK0631* NAVD 88     -      1367.     (meters)    4485.     (feet)  SCALED    
 LK0631  ___________________________________________________________________
 LK0631  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 LK0631  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 LK0631
 LK0631  HORZ ORDER  -  THIRD
 LK0631
 LK0631.The horizontal coordinates were established by classical geodetic methods
 LK0631.and adjusted by the National Geodetic Survey in January 1993..
 LK0631
 LK0631.The orthometric height was scaled from a topographic map.
 LK0631
 LK0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0631
 LK0631.The geoid height was determined by GEOID03.
 LK0631
 LK0631;                    North         East     Units Scale Factor Converg.
 LK0631;SPC CO N     -   446,991.166 1,125,969.968   MT  0.99997404   +1 36 54.0
 LK0631;SPC CO N     - 1,466,503.52  3,694,119.80   sFT  0.99997404   +1 36 54.0
 LK0631;UTM  13      - 4,494,843.744   669,210.262   MT  0.99995244   +1 18 04.3
 LK0631
 LK0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0631!SPC CO N     -   0.99978880  x   0.99997404  =   0.99976285
 LK0631!UTM  13      -   0.99978880  x   0.99995244  =   0.99974125
 LK0631
 LK0631:                Primary Azimuth Mark                     Grid Az
 LK0631:SPC CO N     -  KNOLL                                    316 43 23.1
 LK0631:UTM  13      -  KNOLL                                    317 02 12.8
 LK0631
 LK0631|---------------------------------------------------------------------|
 LK0631| PID    Reference Object                     Distance      Geod. Az  |
 LK0631|                                                           dddmmss.s |
 LK0631| LK0632 KNOLL                               APPROX. 4.2 KM 3182017.1 |
 LK0631|---------------------------------------------------------------------|
 LK0631
 LK0631                          SUPERSEDED SURVEY CONTROL
 LK0631
 LK0631  NAD 83(1986)-  40 35 13.53812(N)    103 00 01.84662(W) AD(       ) 3
 LK0631  NAD 27      -  40 35 13.58972(N)    103 00 00.15178(W) AD(       ) 3
 LK0631
 LK0631.Superseded values are not recommended for survey control.
 LK0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0631.See file dsdata.txt to determine how the superseded data were derived.
 LK0631
 LK0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE6921094844(NAD 83)
 LK0631_MARKER: DD = SURVEY DISK
 LK0631_SETTING: 0 = UNSPECIFIED SETTING
 LK0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LK0631
 LK0631  HISTORY     - Date     Condition        Report By
 LK0631  HISTORY     - 1949     MONUMENTED       USGS
 LK0631
 LK0631                          STATION DESCRIPTION
 LK0631
 LK0631'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 LK0631'STATION IS LOCATED ABOUT 12.3 MI. E. OF STERLING, COLORADO, ON TOP
 LK0631'OF HILL, S. OF CENTER OF SEC. 7, T 8 N, R 50 W, ABOUT 1120 FT. N.
 LK0631'OF CENTER OF COLORADO STATE HIGHWAY 124.
 LK0631'
 LK0631'TO REACH FROM POST OFFICE AT STERLING, GO N. 1 BLOCK, THEN E. ALONG
 LK0631'U.S. HIGHWAY 6 ABOUT 1.8 MI. TO JUNCTION WITH COLORADO STATE HIGHWAY
 LK0631'154, TURN RIGHT AND GO E. ALONG STATE HIGHWAY 154 ABOUT 10.5 MI. TO
 LK0631'FENCE N., LEAVE RD. AND GO N. ALONG FENCE LINE ABOUT 0.2 MI. TO TOP OF
 LK0631'HILL AND STATION.  STATION IS ABOUT 1118 FT. N. OF CENTERLINE OF RD.
 LK0631'AND ABOUT 1.0 FT. W. OF FENCE.
 LK0631'
 LK0631'STATION MARK--STANDARD TABLET, SET IN TOP OF CONCRETE POST, STAMPED
 LK0631'---BROWN 1949---.
 LK0631'
 LK0631'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED
 LK0631'---BROWN NO. 1 1949---, SET IN TOP OF CONCRETE POST, ABOUT 100.7 FT.
 LK0631'S. OF STATION AND ABOUT 1.0 FT. W. OF FENCE, N 00 DEG 29 MIN E.
 LK0631'
 LK0631'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED
 LK0631'---BROWN NO. 2 1949---, SET IN TOP OF CONCRETE POST, ABOUT 102.6 FT.
 LK0631'N. OF STATION AND ABOUT 1.0 FT. W. OF FENCE, S 00 DEG 42 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0829 ***********************************************************************
 KL0829  CBN         -  This is a Cooperative Base Network Control Station.
 KL0829  PACS        -  This is a Primary Airport Control Station.
 KL0829  DESIGNATION -  BROWN
 KL0829  PID         -  KL0829
 KL0829  STATE/COUNTY-  CO/EAGLE
 KL0829  USGS QUAD   -  GYPSUM (1987)
 KL0829
 KL0829                         *CURRENT SURVEY CONTROL
 KL0829  ___________________________________________________________________
 KL0829* NAD 83(1992)-  39 38 38.13823(N)    106 54 58.03249(W)     ADJUSTED  
 KL0829* NAVD 88     -      1977.46   (meters)    6487.7    (feet)  N HEIGHT  
 KL0829  ___________________________________________________________________
 KL0829  X           -  -1,431,444.804 (meters)                     COMP
 KL0829  Y           -  -4,706,678.362 (meters)                     COMP
 KL0829  Z           -   4,048,873.943 (meters)                     COMP
 KL0829  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 KL0829  ELLIP HEIGHT-        1963.67  (meters)          (10/21/02) GPS OBS
 KL0829  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 KL0829  DYNAMIC HT  -        1975.32  (meters)    6480.7   (feet)  COMP
 KL0829  MODELED GRAV-     979,477.5   (mgal)                       NAVD 88
 KL0829
 KL0829  HORZ ORDER  -  B
 KL0829  VERT ORDER  -  THIRD
 KL0829  ELLP ORDER  -  FIFTH     CLASS I
 KL0829
 KL0829.This mark is at Eagle Co Regional Airport (EGE)
 KL0829
 KL0829.The horizontal coordinates were established by GPS observations
 KL0829.and adjusted by the National Geodetic Survey in May 1992..
 KL0829
 KL0829.The orthometric height was determined by differential leveling
 KL0829.and adjusted by the National Geodetic Survey in August 1995..
 KL0829.The height was determined by precise leveling from only one NSRS
 KL0829.bench mark.  This was not adequate "tie leveling" to NSRS and was
 KL0829.allowed ONLY to validate the GPS-derived height.
 KL0829
 KL0829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KL0829
 KL0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0829
 KL0829.The ellipsoidal height was determined by GPS observations
 KL0829.and is referenced to NAD 83.
 KL0829
 KL0829.The geoid height was determined by GEOID03.
 KL0829
 KL0829.The dynamic height is computed by dividing the NAVD 88
 KL0829.geopotential number by the normal gravity value computed on the
 KL0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0829.degrees latitude (g = 980.6199 gals.).
 KL0829
 KL0829.The modeled gravity was interpolated from observed gravity values.
 KL0829
 KL0829;                    North         East     Units Scale Factor Converg.
 KL0829;SPC CO C     -   506,742.345   792,855.363   MT  0.99998074   -0 53 35.3
 KL0829;SPC CO C     - 1,662,537.18  2,601,226.30   sFT  0.99998074   -0 53 35.3
 KL0829;UTM  13      - 4,389,992.221   335,588.420   MT  0.99993281   -1 13 22.0
 KL0829
 KL0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0829!SPC CO C     -   0.99969203  x   0.99998074  =   0.99967277
 KL0829!UTM  13      -   0.99969203  x   0.99993281  =   0.99962486
 KL0829
 KL0829:                Primary Azimuth Mark                     Grid Az
 KL0829:SPC CO C     -  K 280                                    055 14 55.0
 KL0829:UTM  13      -  K 280                                    055 34 41.7
 KL0829
 KL0829|---------------------------------------------------------------------|
 KL0829| PID    Reference Object                     Distance      Geod. Az  |
 KL0829|                                                           dddmmss.s |
 KL0829| KL0435 K 280                               417.424 METERS 0542119.7 |
 KL0829| KL0434 J 280                               431.103 METERS 3540800.2 |
 KL0829|---------------------------------------------------------------------|
 KL0829
 KL0829                          SUPERSEDED SURVEY CONTROL
 KL0829
 KL0829  NAD 83(1986)-  39 38 38.13035(N)    106 54 58.02911(W) AD(       ) 3
 KL0829  ELLIP H (05/26/92) 1963.70   (m)                       GP(       ) 4 1
 KL0829  NAVD 88 (06/30/00) 1977.46   (m)         6487.7    (f) LEVELING    3  
 KL0829  NAVD 88 (05/26/92) 1977.46   (m)         6487.7    (f) LEVELING    3  
 KL0829  NGVD 29 (??/??/??) 1976.14   (m)         6483.4    (f) N HEIGHT    3  
 KL0829
 KL0829.Superseded values are not recommended for survey control.
 KL0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0829.See file dsdata.txt to determine how the superseded data were derived.
 KL0829
 KL0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD3558889992(NAD 83)
 KL0829_MARKER: I = METAL ROD
 KL0829_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KL0829_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KL0829_STAMPING: BROWN 1991
 KL0829_MARK LOGO: NGS   
 KL0829_PROJECTION: FLUSH
 KL0829_MAGNETIC: N = NO MAGNETIC MATERIAL
 KL0829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KL0829+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2000
 KL0829_ROD/PIPE-DEPTH: 4.3  meters
 KL0829_SLEEVE-DEPTH  : 0.9 meters
 KL0829
 KL0829  HISTORY     - Date     Condition        Report By
 KL0829  HISTORY     - 1991     MONUMENTED       NGS
 KL0829  HISTORY     - 19910615 GOOD             NGS
 KL0829  HISTORY     - 19941121 GOOD             LOCENG
 KL0829  HISTORY     - 19971007 GOOD             CODOT
 KL0829  HISTORY     - 19980923 GOOD             MSI
 KL0829  HISTORY     - 19990510 GOOD             NGS
 KL0829  HISTORY     - 20000626 GOOD             NGS
 KL0829
 KL0829                          STATION DESCRIPTION
 KL0829
 KL0829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KL0829'STATION IS LOCATED ABOUT 8 KM (5.0 MI) WEST OF EAGLE, 3 KM (1.9 MI)
 KL0829'EAST OF GYPSUM, AT THE EAGLE COUNTY REGIONAL AIRPORT, BETWEEN RUNWAYS
 KL0829'8-26 AND 7-25, ON THE WEST SIDE OF THE MOST WESTERLY TAXI, ON THE
 KL0829'EAST SIDE OF A WINDSOCK AND SYMMETRICAL CIRCLE, NEAR THE WEST CENTRAL
 KL0829'EDGE OF SECTION 3, T 5 S, R 85 W.  OWNERSHIP--EAGLE COUNTY REGIONAL
 KL0829'AIRPORT, PO BOX 850, EAGLE, CO 81631.  AIRPORT MANAGER IS DAN
 KL0829'REYNOLDS.  PHONE IS 303-524-9490.  MANAGERS OFFICE IS IN THE NATIONAL
 KL0829'GUARD HANGAR BUILDING ON THE NORTH SIDE OF THE FIELD.
 KL0829'TO REACH FROM THE GYPSUM EXIT OF INTERSTATE HIGHWAY 70 (EXIT 140), GO
 KL0829'SOUTH ON OLD HIGHWAY 6 FOR 0.9 MI (1.4 KM) TO A STATE MAINTAINANCE
 KL0829'YARD ENTRANCE ON THE LEFT.  CONTINUE EAST FOR 1.5 MI (2.4 KM) TO A
 KL0829'PAVED ROAD RIGHT AT BASE OF MESA AT SIGN -NORTH RAMP-.  TURN  SHARP
 KL0829'RIGHT, SOUTHWEST, UPGRADE, THEN WEST FOR 0.5 MI (0.8 KM) TO ROAD END
 KL0829'AT FAA BUILDING AND PAVED PARKING LOT.  BEAR LEFT, NORTHEAST, FOR
 KL0829'0.05 MI (0.08 KM) ACROSS PARKING LOT, THEN SHARP RIGHT, SOUTH,
 KL0829'ALONGSIDE NATIONAL GUARD BUILDING TO THE APRON.  TURN RIGHT, WEST, ON
 KL0829'APRON FOR 0.15 MI (0.24 KM) TO END OF APRON AND TAXI ON THE LEFT.
 KL0829'BEAR LEFT, SOUTHWEST, ON TAXI (CROSSING RUNWAY 8-26) FOR 0.15 MI
 KL0829'(0.24 KM) TO THE WINDSOCK AND STATION ON THE RIGHT, ABOUT 75 M
 KL0829'(246.1 FT) BEFORE REACHING RUNWAY.
 KL0829'STATION MARK IS A PUNCH HOLE TOP CENTER IN A STEEL ROD ENCASED IN A
 KL0829'PVC PIPE WITH LOGO CAP SET IN AN 0.5 M (1.6 FT) ROUND CONCRETE POST
 KL0829'FLUSH WITH THE GROUND.  IT IS 62.5 M (205.1 FT) NORTHWEST OF THE TAXI
 KL0829'CENTER, 19.8 M (65.0 FT) EAST OF THE WINDSOCK POLE, 34.4 M
 KL0829'(112.9 FT) NORTH OF THE TOP CENTER OF A CONCRETE DRAIN PIPE IN A
 KL0829'ROCK-FILLED CATCH BASIN, 2.6 M (8.5 FT) SOUTHEAST OF THE ANGLE FORMED
 KL0829'BY THE TRAFFIC PATTERN INDICATOR, 1.3 M (4.3 FT) EAST OF A FIBERGLASS
 KL0829'WITNESS POST AND 1.4 M (4.6 FT) NORTH OF A FIBERGLASS WITNESS POST.
 KL0829'DESCRIBED BY G.R.HEID
 KL0829
 KL0829                          STATION RECOVERY (1991)
 KL0829
 KL0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KL0829'THE STATION IS LOCATED AT THE EAGLE COUNTY REGOINAL AIRPORT NEAR THE
 KL0829'MIDFIELD WINDSOCK.  IT IS 66 FT (20.1 M) EAST OF THE WINDSOCK AND SET
 KL0829'WITHIN THE EAST WING OF THE SEGMENTED CIRCLE.  THE STATION IS A
 KL0829'STAINLESS STEEL ROD SET WITHIN A NGS LOGO CAP STAMPED BROWN 1991 ON
 KL0829'THE RIM.
 KL0829
 KL0829                          STATION RECOVERY (1994)
 KL0829
 KL0829'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1994 (FH)
 KL0829'RECOVERED AS DESCRIBED.
 KL0829
 KL0829                          STATION RECOVERY (1997)
 KL0829
 KL0829'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 KL0829'RECOVERED AS DESCRIBED.
 KL0829
 KL0829                          STATION RECOVERY (1998)
 KL0829
 KL0829'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1998 (PD)
 KL0829'RECOVERED AS DESCRIBED
 KL0829
 KL0829                          STATION RECOVERY (1999)
 KL0829
 KL0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 KL0829'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) WEST OF EAGLE, 2 MI (3.2
 KL0829'KM) EAST OF GYPSUM AND 0.75 MI (1.21 KM) SOUTH OF INTERSTATE 70, IN
 KL0829'THE SOUTHWEST 1/4 OF SECTION 3, T 5 S, R 85 W.  ACCESS TO THE AIRPORT
 KL0829'IS CONTROLLED.  PERMISSION TO USE THIS STATION MUST BE OBTAINED FROM
 KL0829'THE AIRPORT MANAGER.  OWNERSHIP--EAGLE COUNTY REGIONAL AIRPORT, P.O.
 KL0829'BOX 850, EAGLE, CO 81631, AIRPORT MANAGER--JAMES P. ELWOOD,
 KL0829'TELEPHONE--970-524-8246
 KL0829'TO REACH THE STATION FROM INTERSTATE 70 EXIT 140, THE GYPSUM EXIT, GO
 KL0829'SOUTHEAST ON OLD U.S.  HIGHWAY 6 FOR 0.65 MI (1.05 KM) TO A SIDE ROAD
 KL0829'RIGHT, COTTONWOOD PASS ROAD.  TURN RIGHT, SOUTH, ON THE COTTONWOOD
 KL0829'PASS WOOD FOR 0.45 MI (0.72 KM) TO A SIDE ROAD LEFT, COOLEY MESA ROAD.
 KL0829'TURN LEFT, EAST, ON COOLEY MESA ROAD FOR 1.9 MI (3.1 KM) TO A SIDE
 KL0829'ROAD LEFT, THE WESTERN ENTRANCE TO THE EAGLE COUNTY REGIONAL AIRPORT.
 KL0829'TURN LEFT, NORTH, THAN NORTHWEST TO THE ARFF/SRE BUILDING. CONTACT
 KL0829'AIRPORT OPERATION BEFORE GOING TO THE FLIGHT OPERATIONS AREA.  PASS
 KL0829'THROUGH THE GATE AND ON TO THE TERMINAL RAMP, NORTH-NORTHWEST, FOR 0.1
 KL0829'MI (0.2 KM) TO TAXIWAY A.  CROSS TAXIWAY A ON TO RAMP A/3,
 KL0829'NORTH-NORTHWEST, FOR 0.1 MI (0.2 KM) TO RUNWAY 7/25. CROSS THE RUNWAY,
 KL0829'NORTH, ON RAMP B/3 FOR 0.1 MI (0.2 KM) TO THE STATION NEAR THE
 KL0829'WINDSOCK ON THE LEFT
 KL0829'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 4.3 M (14.1 FT) STAINLESS
 KL0829'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 0.9 M (3.0 FT) LONG GREASED
 KL0829'PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A
 KL0829'CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 62.5 M (205.1 FT)
 KL0829'NORTHWEST FROM RAMP B/3, 19.8 M (65.0 FT) EAST FROM THE WINDSOCK POLE,
 KL0829'2.6 M (8.5 FT) SOUTHEAST FROM THE ANGLE FORMED BY THE TRAFFIC PATTERN
 KL0829'INDICATOR, 1.3 M (4.3 FT) EAST FROM A WITNESS POST AND 1.4 M (4.6 FT)
 KL0829'NORTH FROM A WITNESS POST.  THIS STATION IS DESIGNATED A PRIMARY
 KL0829'AIRPORT CONTROL STATION FOR THE ANA PROJECT.
 KL0829
 KL0829                          STATION RECOVERY (2000)
 KL0829
 KL0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DRL)
 KL0829'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4292 ***********************************************************************
 AE4292  DESIGNATION -  BROWN
 AE4292  PID         -  AE4292
 AE4292  STATE/COUNTY-  CO/EL PASO
 AE4292  USGS QUAD   -  MANITOU SPRINGS (1994)
 AE4292
 AE4292                         *CURRENT SURVEY CONTROL
 AE4292  ___________________________________________________________________
 AE4292* NAD 83(1992)-  38 47 26.16654(N)    104 54 13.98288(W)     ADJUSTED  
 AE4292* NAVD 88     -      2289.1    (meters)    7510.     (feet)  GPS OBS   
 AE4292  ___________________________________________________________________
 AE4292  X           -  -1,280,769.156 (meters)                     COMP
 AE4292  Y           -  -4,812,171.493 (meters)                     COMP
 AE4292  Z           -   3,975,648.777 (meters)                     COMP
 AE4292  LAPLACE CORR-         -26.45  (seconds)                    DEFLEC99
 AE4292  ELLIP HEIGHT-        2273.03  (meters)          (12/03/02) GPS OBS
 AE4292  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 AE4292
 AE4292  HORZ ORDER  -  FIRST
 AE4292  ELLP ORDER  -  FOURTH    CLASS II
 AE4292
 AE4292.The horizontal coordinates were established by GPS observations
 AE4292.and adjusted by the National Geodetic Survey in October 1997..
 AE4292
 AE4292.The orthometric height was determined by GPS observations and a
 AE4292.high-resolution geoid model.
 AE4292
 AE4292.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4292
 AE4292.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4292
 AE4292.The ellipsoidal height was determined by GPS observations
 AE4292.and is referenced to NAD 83.
 AE4292
 AE4292.The geoid height was determined by GEOID03.
 AE4292
 AE4292;                    North         East     Units Scale Factor Converg.
 AE4292;SPC CO C     -   411,234.022   966,190.129   MT  0.99995050   +0 22 33.5
 AE4292;SPC CO C     - 1,349,190.29  3,169,908.78   sFT  0.99995050   +0 22 33.5
 AE4292;UTM  13      - 4,293,544.246   508,347.318   MT  0.99960086   +0 03 36.8
 AE4292
 AE4292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4292!SPC CO C     -   0.99964349  x   0.99995050  =   0.99959401
 AE4292!UTM  13      -   0.99964349  x   0.99960086  =   0.99924449
 AE4292
 AE4292                          SUPERSEDED SURVEY CONTROL
 AE4292
 AE4292  ELLIP H (10/31/97) 2273.04   (m)                       GP(       ) 4 1
 AE4292
 AE4292.Superseded values are not recommended for survey control.
 AE4292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4292.See file dsdata.txt to determine how the superseded data were derived.
 AE4292
 AE4292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC0834793544(NAD 83)
 AE4292_MARKER: DH = HORIZONTAL CONTROL DISK
 AE4292_SETTING: 80 = SET IN A BOULDER
 AE4292_STAMPING: BROWN 1996
 AE4292_MARK LOGO: NGS   
 AE4292_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE4292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4292+STABILITY: SURFACE MOTION
 AE4292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4292+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2004
 AE4292
 AE4292  HISTORY     - Date     Condition        Report By
 AE4292  HISTORY     - 1996     MONUMENTED       NGS
 AE4292  HISTORY     - 20040125 GOOD             GEOCAC
 AE4292
 AE4292                          STATION DESCRIPTION
 AE4292
 AE4292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE4292'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) WEST-NORTHWEST OF THE NORTH
 AE4292'GATE TO FORT CARSON, 5 MI (8.0 KM) WEST-SOUTHWEST OF COLORADO SPRINGS
 AE4292'AND 4.5 MI (7.2 KM) SOUTH OF MANITOU SPRINGS, IN THE NORTHWEST 1/4 OF
 AE4292'SECTION 33, T 14 S, R 67 W.  OWNERSHIP--CITY OF COLORADO SPRINGS PARKS
 AE4292'DEPT  TO REACH THE STATION FROM THE INTERSECTION OF CHEYENNE BLVD.
 AE4292'AND CRESTA ROAD IN WESTERN COLORADO SPRINGS, GO WEST ON CHEYENNE BLVD.
 AE4292'FOR 1.0 MI (1.6 KM) TO THE INTERSECTION OF NORTH CHEYENNE CANYON ROAD,
 AE4292'EVANS ROAD AND SOUTH CHEYENNE CANYON ROAD.  THE STARSMORE DISCOVERY
 AE4292'CENTER IS JUST WEST OF THIS INTERSECTION.  CONTINUE AHEAD, WEST, UP
 AE4292'NORTH CHEYENNE CANYON ROAD FOR 3.3 MI, (5.3 KM) PAST HELEN HUNT FALLS,
 AE4292'TO THE END OF PAVEMENT AND A PARKING AREA WHERE THE STATION IS LOCATED
 AE4292'THE MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE TOP OF A
 AE4292'GRANITE BOULDER, 2.7 M (8.9 FT) BY 1.5 M (4.9 FT) BY 0.8 M (2.6 FT)
 AE4292'HIGH, IN THE MIDDLE OF THE PARKING LOT.  IT IS 48.0 M (157.5 FT)
 AE4292'NORTHWEST FROM THE NORTH POST HINGE FOR A GATE TO A ROAD GOING UPHILL
 AE4292'(HIGH ROAD) , 43.4 M (142.4 FT) NORTHWEST FROM THE TIP OF THE GORE
 AE4292'BETWEEN TWO ROADS GOING EAST OUT OF THE PARKING LOT AND 31.5 M (103.3
 AE4292'FT) NORTH FROM THE HINGE ON THE GATE POST TO THE PARKING LOT.
 AE4292
 AE4292                          STATION RECOVERY (2004)
 AE4292
 AE4292'RECOVERY NOTE BY GEOCACHING 2004 (CMD)
 AE4292'RECOVERED AS DESCRIBED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0660 ***********************************************************************
 JL0660  DESIGNATION -  BROWNS
 JL0660  PID         -  JL0660
 JL0660  STATE/COUNTY-  CO/CHAFFEE
 JL0660  USGS QUAD   -  MOUNT ANTERO (1983)
 JL0660
 JL0660                         *CURRENT SURVEY CONTROL
 JL0660  ___________________________________________________________________
 JL0660* NAD 83(1992)-  38 39 39.47756(N)    106 10 01.21225(W)     ADJUSTED  
 JL0660* NAVD 88     -      2905.5    (meters)    9532.     (feet)  VERTCON   
 JL0660  ___________________________________________________________________
 JL0660  LAPLACE CORR-         -14.33  (seconds)                    DEFLEC99
 JL0660  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 JL0660
 JL0660  HORZ ORDER  -  FIRST
 JL0660
 JL0660.The horizontal coordinates were established by classical geodetic methods
 JL0660.and adjusted by the National Geodetic Survey in January 1993..
 JL0660
 JL0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0660
 JL0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0660
 JL0660.The geoid height was determined by GEOID03.
 JL0660
 JL0660;                    North         East     Units Scale Factor Converg.
 JL0660;SPC CO C     -   396,886.929   856,349.538   MT  0.99996522   -0 25 14.4
 JL0660;SPC CO C     - 1,302,119.87  2,809,540.11   sFT  0.99996522   -0 25 14.4
 JL0660;UTM  13      - 4,279,800.732   398,465.098   MT  0.99972695   -0 43 44.8
 JL0660
 JL0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0660!SPC CO C     -   0.99954656  x   0.99996522  =   0.99951180
 JL0660!UTM  13      -   0.99954656  x   0.99972695  =   0.99927363
 JL0660
 JL0660:                Primary Azimuth Mark                     Grid Az
 JL0660:SPC CO C     -  BUFFALO EAST PEAK CAIRN                  008 16 43.8
 JL0660:UTM  13      -  BUFFALO EAST PEAK CAIRN                  008 35 14.2
 JL0660
 JL0660|---------------------------------------------------------------------|
 JL0660| PID    Reference Object                     Distance      Geod. Az  |
 JL0660|                                                           dddmmss.s |
 JL0660| JL0652 BUFFALO EAST PEAK CAIRN             APPROX.36.6 KM 0075129.4 |
 JL0660| CM6137 BROWNS AZ MK                                       0314619.9 |
 JL0660| JL0657 SALIDA BRICK STACK AT SMELTER       APPROX.17.3 KM 1340353.0 |
 JL0660| CM6138 BROWNS RM 1                           9.542 METERS 14518     |
 JL0660| CM6139 BROWNS RM 2                          13.994 METERS 27414     |
 JL0660|---------------------------------------------------------------------|
 JL0660
 JL0660                          SUPERSEDED SURVEY CONTROL
 JL0660
 JL0660  NAD 83(1986)-  38 39 39.47118(N)    106 10 01.21819(W) AD(       ) 1
 JL0660  NAD 27      -  38 39 39.47900(N)    106 09 59.14900(W) AD(       ) 1
 JL0660  NGVD 29 (07/19/86) 2903.8    (m)         9527.     (f) VERT ANG       
 JL0660
 JL0660.Superseded values are not recommended for survey control.
 JL0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0660.See file dsdata.txt to determine how the superseded data were derived.
 JL0660
 JL0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC9846579801(NAD 83)
 JL0660_MARKER: DS = TRIANGULATION STATION DISK
 JL0660_SETTING: 80 = SET IN A BOULDER
 JL0660_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JL0660
 JL0660  HISTORY     - Date     Condition        Report By
 JL0660  HISTORY     - 1935     MONUMENTED       CGS
 JL0660  HISTORY     - 1951     GOOD             CGS
 JL0660
 JL0660                          STATION DESCRIPTION
 JL0660
 JL0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 JL0660'THE STATION IS 9 MILES W AND 9 MILES N OF SALIDA, COLORADO.
 JL0660'IT IS ON A HIGH TIMBERED RIDGE WHICH IS A SPUR OF MOUNT SHEVANO
 JL0660'(MOUNT SHEVANO BEARS 221 DEGREES FROM STATION POINT).  THE
 JL0660'SPUR UPON WHICH THE STATION IS LOCATED IS L-SHAPED.  THE
 JL0660'LOWER BAR OF THE L EXTENDS TO THE NE.  WHEN APPROACHING THE
 JL0660'STATION RIDGE IT APPEARS TO BE THE LEFT OR SOUTHERNMOST OF
 JL0660'THREE TIMBER COVERED HUMPS (APPROACHING FROM THE NE).  THE
 JL0660'STATION IS ABOUT 1/2 MILE SE OF BROWNS CREEK AND THE STATION
 JL0660'RIDGE IS THE DIVIDE BETWEEN BROWNS CREEK AND THREE MILE
 JL0660'CREEK.
 JL0660'
 JL0660'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 JL0660'WEDGED IN DRILL HOLES IN BOULDERS.
 JL0660'
 JL0660'THE STATION MARK LIES ON THE HIGHEST POINT OF THE HILL AND IS
 JL0660'SET IN A LARGE BOULDER WHICH PROJECTS APPROXIMATELY 3 FEET.
 JL0660'THE MARK IS FLUSH WITH THE TOP OF THE BOULDER.  IT IS ON THE
 JL0660'NE END OF THE TOP BAR OF THE L.
 JL0660'
 JL0660'REFERENCE MARK NO. 1 LIES SE OF THE STATION.  IT IS SET IN A
 JL0660'LARGE BOULDER WHICH PROJECTS APPROXIMATELY 1 FOOT.  THE MARK IS
 JL0660'SET FLUSH WITH THE TOP OF THE BOULDER.
 JL0660'
 JL0660'REFERENCE MARK NO. 2 LIES W OF THE STATION.  IT IS SET IN A SMALL
 JL0660'BOULDER ABOUT 2 FEET IN DIAMETER AND PROJECTING APPROXIMATELY
 JL0660'6 INCHES.  THE MARK IS FLUSH WITH THE TOP OF THE BOULDER.
 JL0660'
 JL0660'THE AZIMUTH MARK LIES NNE OF THE STATION, ON THE LOWER BAR OF
 JL0660'THE SAME L SHAPED RIDGE UPON WHICH THE STATION IS LOCATED.  IT IS
 JL0660'APPROXIMATELY 200 FEET LOWER THAN THE STATION.  THE MARK IS
 JL0660'SET IN A LARGE BOULDER WHICH PROJECTS APPROXIMATELY 2 FEET.
 JL0660'IT IS FLUSH WITH THE TOP OF THE BOULDER.
 JL0660'
 JL0660'THE STATION MAY BE REACHED FROM SALIDA, COLORADO, BY DRIVING
 JL0660'NORTHWESTERLY FROM THE MAIN STREET, ON U.S. HIGHWAY 650 FOR
 JL0660'13.8 MILES.  THERE IS A SIGN TO LOVE RANCH AND MOUNT PRINCETON
 JL0660'HOT SPRINGS, 1/4 MILE S OF A TWO-STORY BRICK HOUSE (SIGN IS ON
 JL0660'LEFT OR W SIDE OF THE ROAD).  TURN LEFT ON TO GRADED ROAD,
 JL0660'DRIVE W 1.3 MILES TO A POINT 50 YARDS E OF A LONE NW FENCE
 JL0660'CORNER.  LEAVE GRADE, TAKE LEFT FORK ON PLAIN TRACK ROAD, DRIVE
 JL0660'0.3 MILE SOUTHWESTERLY TO LONE NW FENCE CORNER, CONTINUE
 JL0660'SOUTHWESTERLY 0.3 MILE.  TAKE LEFT FORK SOUTHERLY DRIVE 0.8
 JL0660'MILE TO A WIRE GATE INTO THE NATIONAL FOREST, PASS THROUGH
 JL0660'GATE, CONTINUE SOUTHERLY AND WESTERLY FOR 0.8 MILE, PASS
 JL0660'THROUGH WIRE GATE IN E-W FENCE.  GO SOUTHWESTERLY 0.6
 JL0660'MILE TO A POINT WHERE ROAD ENTERS CREEK BED.  TURN RIGHT OR
 JL0660'W, CONTINUE W UP N BANK OF CREEK 0.5 MILE TO A N-S FENCE.
 JL0660'TURN S ACROSS CREEK ALONG THE E SIDE OF FENCE, DRIVE 0.1
 JL0660'MILE TO A WIRE GATE IN THE FENCE.  TURN RIGHT, W, THROUGH
 JL0660'GATE INTO A CLEARING.  THIS IS THE END OF TRUCK TRAVEL.  TO
 JL0660'REACH THE STATION PACK S ACROSS TWO CREEKS TO AN OLD LOGGING
 JL0660'ROAD.  THIS ROAD IS A WELL BLAZED FORESTRY TRAIL, FOLLOW THIS
 JL0660'TRAIL SOUTHERLY AND WESTERLY TO A BLAZED 8-INCH PINE TREE
 JL0660'ON THE S SIDE OF TRAIL (BLAZED WITH TRIANGLE AND REFERENCE
 JL0660'ARROW POINTING UP TRAIL).  TAKE LEFT FORK UP HILL TO LARGE
 JL0660'BLAZED PINE (TRIANGLE).  AT BLAZED TREE THE STATION POINT
 JL0660'MAY BE SEEN THROUGH TREE TOPS, AS HIGHEST POINT S 1/2 MILE
 JL0660'DISTANT.
 JL0660
 JL0660                          STATION RECOVERY (1951)
 JL0660
 JL0660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 JL0660'THE STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS WERE
 JL0660'IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 JL0660'
 JL0660'THE STATION IS ON A TIMBERED HILL THAT IS ON AN EASTERN SPUR
 JL0660'RIDGE OF MOUNT SHEVANO.  IT IS ABOUT 10 MILES AIRLINE NORTHWEST
 JL0660'OF SALIDA, ABOUT 14 MILES AIRLINE SOUTH OF BUENA VISTA, AND
 JL0660'ABOUT 7 MILES AIRLINE SOUTH-SOUTHWEST OF NATHROP.
 JL0660'
 JL0660'THE STATION IS ON THE NORTHEAST POINT OF THE HILL.  IT IS
 JL0660'A STANDARD DISK SET IN A DRILL HOLE IN A 7 BY 4-FOOT BOULDER
 JL0660'THAT PROJECTS 3 FEET.  THE DISK IS STAMPED--BROWNS 1935.
 JL0660'
 JL0660'REFERENCE MARK NUMBER ONE IS 2 FEET LOWER THAN THE STATION.
 JL0660'IT IS A STANDARD DISK SET IN A DRILL HOLE IN A 2-1/2 BY 3-1/2-FOOT
 JL0660'BOULDER THAT PROJECTS 1 FOOT.  THE DISK IS STAMPED--BROWNS NO
 JL0660'1 1935.
 JL0660'
 JL0660'REFERENCE MARK NUMBER TWO IS 1/2 FOOT LOWER THAN THE STATION.
 JL0660'IT IS A STANDARD DISK SET IN A DRILL HOLE IN A 2 BY 2-1/2-FOOT
 JL0660'BOULDER THAT PROJECTS 1 FOOT.  THE DISK IS STAMPED--BROWNS
 JL0660'NO 2 1935.
 JL0660'
 JL0660'THE AZIMUTH MARK IS ON THE SOUTHWEST END OF A SMALL TIMBERED
 JL0660'HUMP THAT IS ON A LOWER LEVEL OF THE RIDGE THAN THE STATION IS
 JL0660'ON.  IT IS ABOUT 200 FEET LOWER THAN THE STATION, AND 24 FEET
 JL0660'WEST OF A TRIANGULAR BLAZED 14-INCH PINE TREE.  IT IS A STANDARD
 JL0660'DISK SET IN A DRILL HOLE IN A 4 BY 5-FOOT BOULDER THAT PROJECTS
 JL0660'3 FEET.  THE DISK IS STAMPED--BROWNS AZIMUTH 1935.  TO REACH
 JL0660'THE MARK FROM THE STATION PACK NORTH-NORTHEAST DOWN THE
 JL0660'TIMBERED SLOPE TO A LOWER TIMBERED KNOLL, ABOUT 1/4 MILE, AND
 JL0660'THE MARK.
 JL0660'
 JL0660'TO REACH THE STATION FROM THE POST OFFICE IN NATHROP GO SOUTH
 JL0660'ON U.S. HIGHWAY 285 FOR 3.6 MILES TO CHAFEE COUNTY ROAD 70
 JL0660'ON THE RIGHT.  TURN RIGHT, WEST, AND GO 1.4 MILES TO WHERE THE
 JL0660'CHAFEE COUNTY ROAD TURNS RIGHT, NORTH, AND A TRACK ROAD GOES
 JL0660'LEFT, SOUTH.  TURN LEFT, SOUTH, AND GO 0.2 MILE TO A PIPE GATE.
 JL0660'GO THROUGH THE GATE AND CROSS A DITCH AND THEN TAKE A RIGHT
 JL0660'FORK, SOUTHWESTERLY, FOR 0.25 MILE TO A FORK.  TAKE THE LEFT
 JL0660'FORK, WEST-SOUTHWEST, AND GO 0.8 MILE TO A GATE IN A
 JL0660'NORTH-SOUTH FENCE.  GO THROUGH THE GATE AND FOLLOW THE ROAD FOR
 JL0660'0.7 MILE TO A GATE.  GO THROUGH THE GATE AND FOLLOW
 JL0660'THE ROAD FOR 0.15 MILE TO A GATE IN AN EAST-WEST
 JL0660'FENCE.  PASS THROUGH THE GATE AND GO SOUTH FOR
 JL0660'0.7 MILE AND THE ROAD TURNS RIGHT, WEST, ALONG THE
 JL0660'NORTH SIDE OF A CREEK.  GO WEST ON THE ROAD FOR 0.4
 JL0660'MILE TO A GATE IN A NORTH-SOUTH FENCE.  PASS THROUGH
 JL0660'THE GATE AND TURN LEFT, SOUTH, AND GO 0.2 MILE TO
 JL0660'A CREEK AND THE END OF TRUCK TRAVEL.  PACK SOUTH AND WEST AS
 JL0660'PER SIGN BROWNS CREEK TRAIL FOR ABOUT 1.0 MILE TO A TRIANGULAR
 JL0660'BLAZED 14-INCH PINE TREE TO THE RIGHT OF THE TRAIL.  HERE
 JL0660'LEAVE THE TRAIL AND GO SOUTH ALONG THE WELL BLAZED TRAIL FOR
 JL0660'ABOUT 1/4 MILE TO A SMALL TIMBERED HUMP AND THE AZIMUTH
 JL0660'MARK.  FROM THE AZIMUTH MARK PACK SOUTH-SOUTHWEST FOR ABOUT
 JL0660'1/4 MILE TO THE SUMMIT OF THE FIRST TIMBERED HILL AND THE
 JL0660'STATION.  NOTE--PACK OVER THIS ROUTE WILL REQUIRE ABOUT 3/4 HOUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0548 ***********************************************************************
 LK0548  DESIGNATION -  BROWNS
 LK0548  PID         -  LK0548
 LK0548  STATE/COUNTY-  CO/PHILLIPS
 LK0548  USGS QUAD   -  CLARKVILLE NE (1971)
 LK0548
 LK0548                         *CURRENT SURVEY CONTROL
 LK0548  ___________________________________________________________________
 LK0548* NAD 83(1992)-  40 28 03.62050(N)    102 37 10.48238(W)     ADJUSTED  
 LK0548* NAVD 88     -      1236.8    (meters)    4058.     (feet)  VERTCON   
 LK0548  ___________________________________________________________________
 LK0548  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 LK0548  GEOID HEIGHT-         -20.74  (meters)                     GEOID03
 LK0548
 LK0548  HORZ ORDER  -  SECOND
 LK0548
 LK0548.The horizontal coordinates were established by classical geodetic methods
 LK0548.and adjusted by the National Geodetic Survey in January 1993..
 LK0548
 LK0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0548
 LK0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0548
 LK0548.The geoid height was determined by GEOID03.
 LK0548
 LK0548;                    North         East     Units Scale Factor Converg.
 LK0548;SPC CO N     -   434,715.352 1,158,634.138   MT  0.99996400   +1 51 40.1
 LK0548;SPC CO N     - 1,426,228.62  3,801,285.50   sFT  0.99996400   +1 51 40.1
 LK0548;UTM  13      - 4,482,388.037   701,808.353   MT  1.00010134   +1 32 43.7
 LK0548
 LK0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0548!SPC CO N     -   0.99980927  x   0.99996400  =   0.99977328
 LK0548!UTM  13      -   0.99980927  x   1.00010134  =   0.99991059
 LK0548
 LK0548|---------------------------------------------------------------------|
 LK0548| PID    Reference Object                     Distance      Geod. Az  |
 LK0548|                                                           dddmmss.s |
 LK0548| CP6679 BROWNS RM 1                          15.106 METERS 09505     |
 LK0548| LK0547 WAGES                               APPROX.18.1 KM 1103120.3 |
 LK0548| CP6680 BROWNS RM 2                          15.194 METERS 27506     |
 LK0548|---------------------------------------------------------------------|
 LK0548
 LK0548                          SUPERSEDED SURVEY CONTROL
 LK0548
 LK0548  NAD 83(1986)-  40 28 03.61739(N)    102 37 10.48229(W) AD(       ) 2
 LK0548  NAD 27      -  40 28 03.66581(N)    102 37 08.77794(W) AD(       ) 2
 LK0548  NGVD 29 (07/19/86) 1236.3    (m)         4056.     (f) VERT ANG       
 LK0548
 LK0548.Superseded values are not recommended for survey control.
 LK0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0548.See file dsdata.txt to determine how the superseded data were derived.
 LK0548
 LK0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE0180882388(NAD 83)
 LK0548_MARKER: Z = SEE DESCRIPTION
 LK0548_SETTING: 0 = UNSPECIFIED SETTING
 LK0548
 LK0548  HISTORY     - Date     Condition        Report By
 LK0548  HISTORY     - 1971     MONUMENTED       USGS
 LK0548
 LK0548                          STATION DESCRIPTION
 LK0548
 LK0548'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (RAS)
 LK0548'THE STATION IS LOCATED SOUTH 2 DEGREES EAST, ABOUT 12 MILES
 LK0548'AIRLINE DISTANCE FROM HAXTUN, COLORADO.
 LK0548'
 LK0548'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 6 AND STATE
 LK0548'HIGHWAY 59 IN HAXTUN, COLORADO, GO SOUTH 12.0 MILES ON STATE
 LK0548'HIGHWAY 59 TO A GRAVEL ROAD EAST.  TURN LEFT (EAST) AND GO 0.5
 LK0548'MILES TO THE STATION SITE ON THE LEFT.  STATION MARK IS 24.5 FEET
 LK0548'NORTH OF THE CENTERLINE OF ROAD, AND 5 FEET SOUTH OF A USGS
 LK0548'WITNESS SIGN MOUNTED ON A METAL POST.
 LK0548'
 LK0548'THE STATION AND REFERENCE MARKS ARE STANDARD USGS TABLETS, SOLDERED
 LK0548'TO COPPER COATED STEEL RODS, DRIVEN TO REFUSAL AT THE DEPTHS
 LK0548'INDICATED, AND CENTERED IN GRAVEL FILLED PLASTIC TILES WHICH ARE
 LK0548'6 INCHES IN DIAMETER AND 12 INCHES LONG, SET FLUSH WITH THE
 LK0548'GROUND.
 LK0548'
 LK0548'STATION MARK--THE ROD WAS DRIVEN 10 FEET, THE TABLET STAMPED
 LK0548'BROWNS ET 1971.
 LK0548'
 LK0548'REFERENCE MARK NO. 1--THE ROD WAS DRIVEN 10 FEET, THE TABLET
 LK0548'STAMPED BROWNS ET NO. 1 1971.
 LK0548'
 LK0548'REFERENCE MARK NO. 2--THE ROD WAS DRIVEN 10 FEET, THE TABLET
 LK0548'STAMPED BROWNS ET NO. 2 1971.
 LK0548'
 LK0548'STATION WAGES ET 1971 IS VISIBLE FROM THE GROUND AT THIS STATION,
 LK0548'AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS WERE MADE
 LK0548'FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0518 ***********************************************************************
 HK0518  DESIGNATION -  BRUFF
 HK0518  PID         -  HK0518
 HK0518  STATE/COUNTY-  CO/SAGUACHE
 HK0518  USGS QUAD   -  MEDANO PASS (1967)
 HK0518
 HK0518                         *CURRENT SURVEY CONTROL
 HK0518  ___________________________________________________________________
 HK0518* NAD 83(1992)-  37 50 49.39209(N)    105 29 31.96942(W)     ADJUSTED  
 HK0518* NAVD 88     -      4054.0    (meters)   13300.     (feet)  VERTCON   
 HK0518  ___________________________________________________________________
 HK0518  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 HK0518  GEOID HEIGHT-         -15.22  (meters)                     GEOID03
 HK0518
 HK0518  HORZ ORDER  -  THIRD
 HK0518
 HK0518.The horizontal coordinates were established by classical geodetic methods
 HK0518.and adjusted by the National Geodetic Survey in January 1993..
 HK0518
 HK0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0518
 HK0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0518
 HK0518.The geoid height was determined by GEOID03.
 HK0518
 HK0518;                    North         East     Units Scale Factor Converg.
 HK0518;SPC CO S     -   435,804.613   915,087.097   MT  0.99994542   +0 00 17.2
 HK0518;SPC CO S     - 1,429,802.30  3,002,248.25   sFT  0.99994542   +0 00 17.2
 HK0518;UTM  13      - 4,188,959.623   456,695.219   MT  0.99962310   -0 18 07.2
 HK0518
 HK0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0518!SPC CO S     -   0.99936665  x   0.99994542  =   0.99931210
 HK0518!UTM  13      -   0.99936665  x   0.99962310  =   0.99898998
 HK0518
 HK0518:                Primary Azimuth Mark                     Grid Az
 HK0518:SPC CO S     -  MUDDY                                    034 09 12.2
 HK0518:UTM  13      -  MUDDY                                    034 27 36.6
 HK0518
 HK0518|---------------------------------------------------------------------|
 HK0518| PID    Reference Object                     Distance      Geod. Az  |
 HK0518|                                                           dddmmss.s |
 HK0518| HK0520 MUDDY                               APPROX. 4.3 KM 0340929.4 |
 HK0518|---------------------------------------------------------------------|
 HK0518
 HK0518                          SUPERSEDED SURVEY CONTROL
 HK0518
 HK0518  NAD 83(1986)-  37 50 49.37948(N)    105 29 31.97131(W) AD(       ) 3
 HK0518  NAD 27      -  37 50 49.36949(N)    105 29 29.93536(W) AD(       ) 3
 HK0518  NGVD 29 (07/19/86) 4052.4    (m)        13295.     (f) VERT ANG       
 HK0518
 HK0518.Superseded values are not recommended for survey control.
 HK0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0518.See file dsdata.txt to determine how the superseded data were derived.
 HK0518
 HK0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB5669588960(NAD 83)
 HK0518_MARKER: N = NAIL
 HK0518_SETTING: 66 = SET IN ROCK OUTCROP
 HK0518_SP_SET: SET IN ROCK OUTCROP
 HK0518_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HK0518+STABILITY: POSITION/ELEVATION WELL
 HK0518
 HK0518  HISTORY     - Date     Condition        Report By
 HK0518  HISTORY     - 1967     MONUMENTED       USGS
 HK0518
 HK0518                          STATION DESCRIPTION
 HK0518
 HK0518'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 HK0518'LOCATED APPROXIMATELY 22 MI. ENE. OF HOOPER, COLORADO, 33 MI. NE. OF
 HK0518'ALAMOSA, COLORADO, 2 MI. NE. OF THE NE. CORNER OF THE GREAT SAND
 HK0518'DUNES NATIONAL MONUMENT, ON TOP OF A NW-SE. RIDGE, ABOUT 1/4 MI.
 HK0518'SE. AND SLIGHTLY LOWER THAN THE MAIN PEAK.
 HK0518'
 HK0518'STATION MARK--A COPPER NAIL AND WASHER, SET IN A ROCK OUTCROP, FLUSH
 HK0518'WITH GROUND.
 HK0518'
 HK0518'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0423 ***********************************************************************
 HJ0423  DESIGNATION -  BRUNO
 HJ0423  PID         -  HJ0423
 HJ0423  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0423  USGS QUAD   -  DOSS CANYON NORTH (1984)
 HJ0423
 HJ0423                         *CURRENT SURVEY CONTROL
 HJ0423  ___________________________________________________________________
 HJ0423* NAD 83(1992)-  37 29 31.72623(N)    103 47 49.75117(W)     ADJUSTED  
 HJ0423* NAVD 88     -      1541.0    (meters)    5056.     (feet)  VERTCON   
 HJ0423  ___________________________________________________________________
 HJ0423  X           -  -1,208,676.795 (meters)                     COMP
 HJ0423  Y           -  -4,921,906.158 (meters)                     COMP
 HJ0423  Z           -   3,861,797.889 (meters)                     COMP
 HJ0423  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 HJ0423  ELLIP HEIGHT-        1520.36  (meters)          (12/03/02) GPS OBS
 HJ0423  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 HJ0423
 HJ0423  HORZ ORDER  -  FIRST
 HJ0423  ELLP ORDER  -  FOURTH    CLASS II
 HJ0423
 HJ0423.The horizontal coordinates were established by GPS observations
 HJ0423.and adjusted by the National Geodetic Survey in December 2002..
 HJ0423
 HJ0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 HJ0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HJ0423
 HJ0423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HJ0423
 HJ0423.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0423
 HJ0423.The ellipsoidal height was determined by GPS observations
 HJ0423.and is referenced to NAD 83.
 HJ0423
 HJ0423.The geoid height was determined by GEOID03.
 HJ0423
 HJ0423;                    North         East     Units Scale Factor Converg.
 HJ0423;SPC CO S     -   397,787.808 1,064,978.696   MT  0.99996311   +1 02 40.2
 HJ0423;SPC CO S     - 1,305,075.50  3,494,017.61   sFT  0.99996311   +1 02 40.2
 HJ0423;UTM  13      - 4,150,149.427   606,332.905   MT  0.99973927   +0 43 55.9
 HJ0423
 HJ0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0423!SPC CO S     -   0.99976148  x   0.99996311  =   0.99972460
 HJ0423!UTM  13      -   0.99976148  x   0.99973927  =   0.99950081
 HJ0423
 HJ0423:                Primary Azimuth Mark                     Grid Az
 HJ0423:SPC CO S     -  BRUNO AZ MK                              333 47 05.5
 HJ0423:UTM  13      -  BRUNO AZ MK                              334 05 49.8
 HJ0423
 HJ0423|---------------------------------------------------------------------|
 HJ0423| PID    Reference Object                     Distance      Geod. Az  |
 HJ0423|                                                           dddmmss.s |
 HJ0423| HJ0424 BRUNO AZ MK                         APPROX. 0.6 KM 3344945.7 |
 HJ0423|---------------------------------------------------------------------|
 HJ0423
 HJ0423                          SUPERSEDED SURVEY CONTROL
 HJ0423
 HJ0423  ELLIP H (12/21/93) 1520.38   (m)                       GP(       ) 4 1
 HJ0423  NAD 83(1992)-  37 29 31.72676(N)    103 47 49.75224(W) AD(       ) 1
 HJ0423  ELLIP H (01/07/93) 1520.38   (m)                       GP(       ) 4 2
 HJ0423  NAD 83(1986)-  37 29 31.71185(N)    103 47 49.75661(W) AD(       ) 1
 HJ0423  NAD 27      -  37 29 31.67004(N)    103 47 47.90106(W) AD(       ) 1
 HJ0423  NGVD 29 (11/20/87) 1540.2    (m)         5053.     (f) GPS OBS        
 HJ0423
 HJ0423.Superseded values are not recommended for survey control.
 HJ0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0423.See file dsdata.txt to determine how the superseded data were derived.
 HJ0423
 HJ0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB0633350149(NAD 83)
 HJ0423_MARKER: DH = HORIZONTAL CONTROL DISK
 HJ0423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0423_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0423_MAGNETIC: N = NO MAGNETIC MATERIAL
 HJ0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0423+STABILITY: SURFACE MOTION
 HJ0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HJ0423+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1986
 HJ0423
 HJ0423  HISTORY     - Date     Condition        Report By
 HJ0423  HISTORY     - 1985     MONUMENTED       USA
 HJ0423  HISTORY     - 19860515 GOOD
 HJ0423
 HJ0423                          STATION DESCRIPTION
 HJ0423
 HJ0423'DESCRIBED BY US ARMY 1985 (LWD)
 HJ0423'THE STATION IS LOCATED ABOUT 62.7 KM (39.0 MI)
 HJ0423'SOUTH-SOUTHWEST OF LAJUNTA,
 HJ0423'43.4 KM (27.0 MI) NORTHEAST OF MODEL ON THE HIGH GROUND BETWEEN RED
 HJ0423'ROCK CANYON AND LOCKWOOD CANYON IN THE SOUTHERN PORTION OF THE
 HJ0423'MILITARY RESERVATION.
 HJ0423'OWNERSHIP--U.S. ARMY, CONTACT DIVISION ARTILLERY SURVEY INFORMATION
 HJ0423'CENTER, HHB 4TH INFANTRY DIVISION ARTILLERY, FORT CARSON, COLORADO
 HJ0423'80913-5428.  TELEPHONE--303-579-2131..
 HJ0423'
 HJ0423'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 350 AND
 HJ0423'COUNTY ROAD 99 IN THE TOWN OF MODEL, IN LAS ANIMAS COUNTY COLORADO.
 HJ0423'PROCEED NORTHEAST ON HIGHWAY 350 FOR 16.49 KM (10.25 MI) TO THE
 HJ0423'MAIN ENTRANCE TO PINON CANYON MANEUVER SITE AND A SIDE ROAD RIGHT.
 HJ0423'TURN RIGHT, EAST ON MAIN TANK TRAIL FOR 15.5 KM (9.65 MI) TO THE
 HJ0423'INTERSECTION OF PIPELINE ROAD.  CONTINUE AHEAD, EASTERLY, ON MAIN
 HJ0423'TANK TRAIL FOR 17.4 KM (10.85 MI) TO A TRACK ROAD RIGHT. TURN
 HJ0423'RIGHT, SOUTH, FOR 3.0 KM (1.9 MI) TO A GATE IN FENCE LEFT. TURN
 HJ0423'LEFT, EAST AND THEN SOUTH-EAST FOR 4.9 KM (3.1 MI) AND THE AZIMUTH
 HJ0423'MARK ON LEFT. CONTINUE AHEAD FOR 0.6 KM (0.4 MI) TO A TRACK ROAD
 HJ0423'LEFT.  TURN LEFT, EAST, FOR 0.2 KM (0.1 MI) TO A SLIGHTY RISE AND
 HJ0423'THE STATION ON LEFT.
 HJ0423'
 HJ0423'THE STATION IS A STANDARD NGS DISK
 HJ0423'STAMPED---BRUNO GPS 1985---,
 HJ0423'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HJ0423'28. CM IN DIAMETER RECESSED 2 CM BELOW GROUND.  LOCATED
 HJ0423'1.3 METERS (4.2 FT) SOUTH FROM AN ORANGE WITNESS POST
 HJ0423'10.3 METERS (34.0 FT) NORTH FROM THE CENTERLINE OF A TRACK ROAD
 HJ0423'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 HJ0423'STAMPED---BRUNO GPS 1985---,
 HJ0423'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 HJ0423'
 HJ0423'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 HJ0423'STAMPED---BRUNO GPS N0 1 1985---,
 HJ0423'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HJ0423'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 HJ0423'0.9 METERS (3.1 FT) WEST-SOUTHWEST FROM A STEEL WITNESS POST
 HJ0423'MARK IS 0.9 METERS BELOW THE STATION.
 HJ0423'
 HJ0423'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 HJ0423'STAMPED---BRUNO GPS N0 2 1985---,
 HJ0423'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HJ0423'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 HJ0423'1.2 METERS (4.1 FT) NORTH FROM A STEEL WITNESS POST
 HJ0423'16.3 METERS (53.8 FT) NORTH FROM THE CENTERLINE OF A TRACK ROAD
 HJ0423'MARK IS 0.3 METERS BELOW THE STATION.
 HJ0423'
 HJ0423'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 HJ0423'STAMPED---BRUNO GPS 1985---,
 HJ0423'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HJ0423'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 HJ0423'1.3 METERS (4.4 FT) SOUTH FROM A STEEL WITNESS POST
 HJ0423'25.2 METERS (82.7 FT) EAST FROM THE CENTERLINE OF A TRACK ROAD
 HJ0423'TO REACH THE AZIMUTH FROM THE STATION,
 HJ0423'GO WEST FOR 0.16 KM (0.1 MI) ON TRACK ROAD TO THE INTERSECTION OF A
 HJ0423'NORTHWEST/SOUTHEAST TRACK ROAD.  TURN RIGHT, NORTHWEST, FOR 0.6 KM
 HJ0423'(0.4 MI) AND THE AZIMUTH MARK ON RIGHT.
 HJ0423'
 HJ0423'DESCRIBED BY JAC.
 HJ0423
 HJ0423                          STATION RECOVERY (1986)
 HJ0423
 HJ0423'RECOVERED 1986
 HJ0423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0274 ***********************************************************************
 LK0274  DESIGNATION -  BRUSH
 LK0274  PID         -  LK0274
 LK0274  STATE/COUNTY-  CO/MORGAN
 LK0274  USGS QUAD   -  BRUSH EAST (1984)
 LK0274
 LK0274                         *CURRENT SURVEY CONTROL
 LK0274  ___________________________________________________________________
 LK0274* NAD 83(1992)-  40 15 37.30886(N)    103 35 52.80250(W)     ADJUSTED  
 LK0274* NAVD 88     -      1298.004  (meters)    4258.53   (feet)  ADJUSTED  
 LK0274  ___________________________________________________________________
 LK0274  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 LK0274  GEOID HEIGHT-         -19.68  (meters)                     GEOID03
 LK0274  DYNAMIC HT  -        1296.981 (meters)    4255.18  (feet)  COMP
 LK0274  MODELED GRAV-     979,792.1   (mgal)                       NAVD 88
 LK0274
 LK0274  HORZ ORDER  -  FIRST
 LK0274  VERT ORDER  -  SECOND    CLASS 0
 LK0274
 LK0274.The horizontal coordinates were established by classical geodetic methods
 LK0274.and adjusted by the National Geodetic Survey in January 1993..
 LK0274
 LK0274.The orthometric height was determined by differential leveling
 LK0274.and adjusted by the National Geodetic Survey in June 1991..
 LK0274
 LK0274.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0274
 LK0274.The geoid height was determined by GEOID03.
 LK0274
 LK0274.The dynamic height is computed by dividing the NAVD 88
 LK0274.geopotential number by the normal gravity value computed on the
 LK0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0274.degrees latitude (g = 980.6199 gals.).
 LK0274
 LK0274.The modeled gravity was interpolated from observed gravity values.
 LK0274
 LK0274;                    North         East     Units Scale Factor Converg.
 LK0274;SPC CO N     -   409,464.437 1,076,182.947   MT  0.99995686   +1 13 44.2
 LK0274;SPC CO N     - 1,343,384.57  3,530,776.89   sFT  0.99995686   +1 13 44.2
 LK0274;UTM  13      - 4,457,598.441   619,220.461   MT  0.99977497   +0 54 22.2
 LK0274
 LK0274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0274!SPC CO N     -   0.99979950  x   0.99995686  =   0.99975637
 LK0274!UTM  13      -   0.99979950  x   0.99977497  =   0.99957452
 LK0274
 LK0274|---------------------------------------------------------------------|
 LK0274| PID    Reference Object                     Distance      Geod. Az  |
 LK0274|                                                           dddmmss.s |
 LK0274| LK0384 BRUSH 2                              28.722 METERS 00251     |
 LK0274| LK0275 BRUSH RM 1                           30.097 METERS 07435     |
 LK0274| LK0273 H 61                                APPROX. 0.6 KM 0795916.6 |
 LK0274| LK0276 BRUSH RM 2                           25.590 METERS 25259     |
 LK0274| LK0689 BRUSH STEEL STACK                   APPROX. 2.5 KM 2550056.1 |
 LK0274| LK0688 BRUSH MUNICIPAL TANK                APPROX. 2.5 KM 2555817.0 |
 LK0274| LK0686 BRUSH SUGAR REFINERY WATER TK       APPROX. 0.7 KM 2844023.1 |
 LK0274| CP6684 BRUSH AZ MK                                        3553420.4 |
 LK0274|---------------------------------------------------------------------|
 LK0274
 LK0274                          SUPERSEDED SURVEY CONTROL
 LK0274
 LK0274  NAD 83(1986)-  40 15 37.30042(N)    103 35 52.80532(W) AD(       ) 1
 LK0274  NAD 27      -  40 15 37.36960(N)    103 35 51.00140(W) AD(       ) 1
 LK0274  NGVD 29 (??/??/92) 1297.360  (m)         4256.42   (f) ADJ UNCH    2 0
 LK0274
 LK0274.Superseded values are not recommended for survey control.
 LK0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0274.See file dsdata.txt to determine how the superseded data were derived.
 LK0274
 LK0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE1922057598(NAD 83)
 LK0274_MARKER: DS = TRIANGULATION STATION DISK
 LK0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0274_STAMPING: BRUSH 1934
 LK0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0274+STABILITY: SURFACE MOTION
 LK0274
 LK0274  HISTORY     - Date     Condition        Report By
 LK0274  HISTORY     - 1934     MONUMENTED       CGS
 LK0274  HISTORY     - 1954     GOOD             BOR
 LK0274  HISTORY     - 1957     SEE DESCRIPTION  CGS
 LK0274  HISTORY     - 1963     GOOD             USGS
 LK0274  HISTORY     - 1967     SEE DESCRIPTION  BOR
 LK0274  HISTORY     - 1974     GOOD             NGS
 LK0274  HISTORY     - 1974     GOOD             NGS
 LK0274  HISTORY     - 1979     GOOD             NGS
 LK0274
 LK0274                          STATION DESCRIPTION
 LK0274
 LK0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 LK0274'THE STATION IS ON TOP OF THE FIRST HILL 1-1/2 MILES EAST OF
 LK0274'THE TOWN OF BRUSH.  IT IS 55 FEET NORTH OF THE CENTERLINE
 LK0274'OF STATE HIGHWAY 54 AND 6-1/2 FEET NORTH OF AN EAST-WEST
 LK0274'FENCE.  THE LAND IS OWNED BY MR. MAX FORTL, WHO LIVES ABOUT
 LK0274'1-/2 MILE NORTH-NORTHWEST, ABOUT 50 YARDS EAST OF HIGHWAY
 LK0274'SIGN MARKED SLOW.
 LK0274'
 LK0274'THE STATION MAY BE REACHED FROM THE MAIN CORNER IN THE TOWN
 LK0274'OF BRUSH BY GOING EASTERLY ON U.S. HIGHWAY 6 FOR 1.3 MILES.
 LK0274'TAKE THE RIGHT FORK, STRAIGHT AHEAD, ONTO STATE HIGHWAY 54
 LK0274'AND GO 0.2 MILE TO TOP OF HILL AND STATION.
 LK0274'
 LK0274'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 LK0274'DISKS SET.
 LK0274'
 LK0274'REFERENCE MARK NO. 1 IS EAST OF THE STATION AND 6-1/2 FEET
 LK0274'NORTH OF AN EAST-WEST FENCE LINE, WHICH IS 48-1/2 FEET NORTH
 LK0274'OF THE CENTERLINE OF STATE HIGHWAY 54.
 LK0274'
 LK0274'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 55 FEET NORTH
 LK0274'OF THE CENTERLINE OF STATE HIGHWAY 54, AND 6 FEET NORTH OF
 LK0274'EAST-WEST FENCE LINE.
 LK0274'
 LK0274'AZIMUTH MARK IS NORTH OF THE STATION.  IT IS 0.4 MILE EAST
 LK0274'OF THE INTERSECTION OF U.S. HIGHWAY 6 AND STATE HIGHWAY 54,
 LK0274'105 FEET NORTHEAST OF A WIRE GATE, 55 FEET SOUTHEAST OF CENTERLINE
 LK0274'OF U.S. HIGHWAY 6 AND 4 FEET SOUTHEAST OF RIGHT-OF-WAY FENCE
 LK0274'LINE.
 LK0274'
 LK0274'A 4-FOOT STAND WILL CLEAR ALL LINES.
 LK0274
 LK0274                          STATION RECOVERY (1954)
 LK0274
 LK0274'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1954
 LK0274'IN ATTEMPTING TO RECOVER THE STATION, U.S. BUREAU OF RECLAMATION
 LK0274'FOUND AN INCONSTIENCY BETWEEN THE DESCRIPTION AND THE LOCATION
 LK0274'OF THE AZIMUTH MARK AS GIVEN IN THE DESCRIPTION AND GEOGRAPHIC
 LK0274'POSITION OF THE STATION.  THE DESCRIPTION SHOULD BE AS FOLLOWS--
 LK0274'
 LK0274'STATION IS 1-1/2 MILES EAST OF BRUSH ON U.S. HWYS 6 AND 34,
 LK0274'AND 0.2 MILES WEST OF JUNCTION ON U.S. HWYS 6 AND 34.  THE MARK
 LK0274'IS 55 FEET NORTH OF U.S. HIGHWAY 34 AND 6-1/2 FEET NORTH OF
 LK0274'E-W FENCE.
 LK0274'
 LK0274'AZIMUTH MARK IS 4/10 EAST OF INTERSECTION OF U.S. HWYS 6
 LK0274'AND 34, 105 FEET NE OF A WIRE GATE, 100 FEET SE OF CENTER
 LK0274'LINE OF U.S. HIGHWAY 34, AND 4 FEET SE OF ROW FENCE, ON
 LK0274'PROPERTY OWNED BY FORTL.
 LK0274'
 LK0274'THE TWO REFERENCE POINTS WERE FOUND ABOUT 100 FEET AWAY FROM
 LK0274'STATION.
 LK0274'
 LK0274'OFFICE NOTE--ADDITIONAL INFORMATION INDICATES A DISCREPANCY
 LK0274'IN THE AZIMUTH TO THE AZIMUTH MARK.  THE PREVIOUSLY PUBLISHED
 LK0274'VALUE OF 175 DEG 34 MIN 21.5 SEC SHOULD BE CONSIDERED IN
 LK0274'ERROR.  A SEARCH OF THE ORIGINAL RECORDS FAILS TO REVEAL
 LK0274'THE SOURCE OF THE ERROR.
 LK0274
 LK0274                          STATION RECOVERY (1957)
 LK0274
 LK0274'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957
 LK0274'THE AZIMUTH MARK WAS MOVED NORTHWEST ON LINE A DISTANCE OF
 LK0274'131.5 FEET AND RESET ALONG THE SOUTH SIDE RIGHT OF WAY FENCE
 LK0274'OF THE U.P.R.R.  OFFICE NOTE--THIS MARK SHOULD BE USED WITH
 LK0274'CAUTION AS A 1954 RECOVERY NOTE BY THE USBR REPORTS THE
 LK0274'AZIMUTH TO THE ORIGINAL AZIMUTH MARK TO BE IN ERROR.
 LK0274
 LK0274                          STATION RECOVERY (1963)
 LK0274
 LK0274'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (IJB)
 LK0274'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---BRUSH 1934---,
 LK0274'SET IN CONCRETE POST, PROJECTING 0.3 FT. ABOVE GROUND.
 LK0274
 LK0274                          STATION RECOVERY (1967)
 LK0274
 LK0274'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1967 (NLR)
 LK0274'PREVIOUS REPORT BY THE U.S. BUREAU OF RECLAMATION OF DISCREPANCY
 LK0274'IN AZIMUTH MARK SHOULD BE DISREGARDED.  THE PUBLISHED DESCRIPTION
 LK0274'OF THE AZIMUTH MARK SHOULD BE MODIFIED TO READ AS FOLLOWS--IT
 LK0274'IS 0.4 MILES NORTH OF THE INTERSECTION OF U.S. HIGHWAY 6
 LK0274'AND STATE HIGHWAY 54 (U.S. HIGHWAY 34), 79.6 FEET SOUTHEAST
 LK0274'OF CENTERLINE OF CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LK0274'AND 300 FEET NORTHEAST ALONG SOUTHEAST R.O.W. FENCE FROM
 LK0274'FARM ROAD CROSSING TRACKS.  A C AND GS BENCH MARK MATCHING
 LK0274'THE ORIGINAL DESCRIPTION AND LOCATED EAST OF THE HIGHWAY
 LK0274'INTERSECTION CAUSED THE INCONSISTENCY.
 LK0274
 LK0274                          STATION RECOVERY (1974)
 LK0274
 LK0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LK0274'STATION MARK, REFERENCE MARKS NUMBER 1 AND 2 WERE RECOVERED
 LK0274'AND ARE IN GOOD CONDITION.  THE AZIMUTH MARK COULD NOT BE
 LK0274'FOUND AFTER A VERY THOURGH SEARCH.
 LK0274'
 LK0274'A BENCH MARK, H 61 1935 WAS USED AS THE AZIMUTH MARK AND A
 LK0274'POLARIS OBSERVATION TIE MADE TO THE MARK THIS DATE
 LK0274'
 LK0274'DISTANCE TO THE REFERENCE MARKS AND HORIZONTAL BETWEEN THE
 LK0274'MARKS CHECKED ADEQUATELY.
 LK0274'
 LK0274'STATION MARK DISK IS STAMPED BRUSH 1934, SET IN THE TOP OF A
 LK0274'SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 8 INCHES.  MARK
 LK0274'IS 49 FEET NORTH OF THE CENTER OF U.S. HIGHWAYS 6 AND 34
 LK0274'AND 12 FEET NORTH OF AN EAST-WEST FENCELINE.
 LK0274'
 LK0274'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK,
 LK0274'STAMPED BRUSH NO 1 1934, SET IN THE TOP OF A SQUARE CONCRETE
 LK0274'MONUMENT PROJECTING ABOUT 2 INCHES.  MARK IS 47 FEET NORTH
 LK0274'OF THE HIGHWAY AND 10 FEET NORTH OF THE FENCELINE.
 LK0274'
 LK0274'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK,
 LK0274'STAMPED BRUSH NO 2 1934, SET IN THE TOP OF A SQUARE CONCRETE
 LK0274'MONUMENT THAT PROJECTS ABOUT 2 INCHES.  MARK IS 46 FEET NORTH
 LK0274'OF THE HIGHWAY AND 9 FEET NORTH OF THE FENCELINE.
 LK0274'
 LK0274'BENCH MARK H 61 1935 IS A STANDARD U.S. COAST AND GEODETIC
 LK0274'SURVEY DISK, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 LK0274'THAT PROJECTS ABOUT 10 INCHES.  MARK IS 125 FEET SOUTH OF THE
 LK0274'CENTER OF U.S. HIGHWAY 34, 77 FEET NORTH OF THE NORTH RAIL
 LK0274'OF A RAILROAD TRACK, 68 FEET NORTHEAST OF A RAILROAD CROSSING,
 LK0274'32 FEET EAST OF A NORTH-SOUTH GRAVELED ROAD AND 18 FEET EAST
 LK0274'OF A NORTH-SOUTH FENCELINE.
 LK0274'
 LK0274'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 6,
 LK0274'34 AND STATE HIGHWAY 71 AT EAST EDGE OF BRUSH.  GO EAST ON
 LK0274'HIGHWAYS 6 AND 34 FOR 0.1 MILE TO STATION ON LEFT, AS DESCRIBED.
 LK0274'CONTINUE EAST ON THE HIGHWAYS FOR 0.2 MILE TO THE JUNCTION
 LK0274'OF THE HIGHWAYS.  CONTINUE EAST ON HIGHWAY 34 FOR 0.1 MILE
 LK0274'TO A GRAVELED ROAD RIGHT AND BENCH MARK H 61 1935 (AZ. MK.)
 LK0274'ON THE RIGHT, AS DESCRIBED.
 LK0274
 LK0274                          STATION RECOVERY (1974)
 LK0274
 LK0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LK0274'0.8 MI E FROM BRUSH.
 LK0274'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 34, 6 AND
 LK0274'STATE HIGHWAY 71 WHICH IS AT THE EAST EDGE OF BRUSH.  GO EAST ON
 LK0274'THE COMBINED HIGHWAYS FOR 0.1 MILE TO THE MARKS ON THE LEFT,
 LK0274'NORTH SIDE OF HIGHWAY, INSIDE AN OPEN FENCED PASTURE.  STATION
 LK0274'MARK IS STAMPED BRUSH 1934, SET IN THE TOP OF A SQUARE CONCRETE
 LK0274'MONUMENT PROJECTING ABOUT 8 INCHES.  MARK IS 49 FEET NORTH OF THE
 LK0274'CENTER OF U.S. HIGHWAY 34 AND 12 FEET NORTH OF AN EAST-WEST
 LK0274'FENCELINE.
 LK0274
 LK0274                          STATION RECOVERY (1979)
 LK0274
 LK0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LK0274'STATION RECOVERED AS DESCRIBED BUT MOVED THIS DATE DUE TO NEW HIGHWAY
 LK0274'CONSTRUCTION, MARK WOULD HAVE BEEN DESTROYED DURING THE WORK.  A NEW
 LK0274'STATION, BRUSH 2 WAS ESTABLISHED 28.724 METERS NORTH OF ORIGINAL
 LK0274'STATION.  ORIGINAL STATION MARK AND REFERENCE MARKS 1 AND 2 WERE
 LK0274'DESTROYED, DISKS RETRIEVED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0278 ***********************************************************************
 LK0278  DESIGNATION -  BRUSH
 LK0278  PID         -  LK0278
 LK0278  STATE/COUNTY-  CO/MORGAN
 LK0278  USGS QUAD   -  BRUSH EAST (1984)
 LK0278
 LK0278                         *CURRENT SURVEY CONTROL
 LK0278  ___________________________________________________________________
 LK0278* NAD 83(1986)-  40 15 31.     (N)    103 37 26.     (W)     SCALED    
 LK0278* NAVD 88     -      1290.304  (meters)    4233.27   (feet)  ADJUSTED  
 LK0278  ___________________________________________________________________
 LK0278  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 LK0278  DYNAMIC HT  -        1289.287 (meters)    4229.94  (feet)  COMP
 LK0278  MODELED GRAV-     979,792.3   (mgal)                       NAVD 88
 LK0278
 LK0278  VERT ORDER  -  SECOND    CLASS 0
 LK0278
 LK0278.The horizontal coordinates were scaled from a topographic map and have
 LK0278.an estimated accuracy of +/- 6 seconds.
 LK0278
 LK0278.The orthometric height was determined by differential leveling
 LK0278.and adjusted by the National Geodetic Survey in June 1991..
 LK0278
 LK0278.The geoid height was determined by GEOID03.
 LK0278
 LK0278.The dynamic height is computed by dividing the NAVD 88
 LK0278.geopotential number by the normal gravity value computed on the
 LK0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0278.degrees latitude (g = 980.6199 gals.).
 LK0278
 LK0278.The modeled gravity was interpolated from observed gravity values.
 LK0278
 LK0278;                    North         East    Units  Estimated Accuracy
 LK0278;SPC CO N     -   409,220.    1,073,990.      MT  (+/- 180 meters Scaled)
 LK0278
 LK0278                          SUPERSEDED SURVEY CONTROL
 LK0278
 LK0278  NGVD 29 (??/??/92) 1289.655  (m)         4231.14   (f) ADJ UNCH    2 0
 LK0278
 LK0278.Superseded values are not recommended for survey control.
 LK0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0278.See file dsdata.txt to determine how the superseded data were derived.
 LK0278
 LK0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE170573(NAD 83)
 LK0278_MARKER: DB = BENCH MARK DISK
 LK0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0278_STAMPING: 4231.343 BRUSH 1934
 LK0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0278+STABILITY: SURFACE MOTION
 LK0278
 LK0278  HISTORY     - Date     Condition        Report By
 LK0278  HISTORY     - 1934     MONUMENTED       CGS
 LK0278  HISTORY     - 1938     GOOD             NGS
 LK0278
 LK0278                          STATION DESCRIPTION
 LK0278
 LK0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 LK0278'AT BRUSH.
 LK0278'AT BRUSH, MORGAN COUNTY, AT THE CITY PARK, 16 FEET EAST OF THE
 LK0278'SOUTHWEST CORNER OF THE LIBRARY, AND 9 FEET NORTHWEST OF AN
 LK0278'ELECTRIC-LIGHT POLE.  A STANDARD DISK, STAMPED 4231.343 BRUSH
 LK0278'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0865 ***********************************************************************
 JL0865  DESIGNATION -  BRUSH
 JL0865  PID         -  JL0865
 JL0865  STATE/COUNTY-  CO/MONTROSE
 JL0865  USGS QUAD   -  RED ROCK CANYON (1978)
 JL0865
 JL0865                         *CURRENT SURVEY CONTROL
 JL0865  ___________________________________________________________________
 JL0865* NAD 83(1992)-  38 35 59.68231(N)    107 50 54.57377(W)     ADJUSTED  
 JL0865* NAVD 88     -      2157.4    (meters)    7078.     (feet)  VERTCON   
 JL0865  ___________________________________________________________________
 JL0865  LAPLACE CORR-           9.62  (seconds)                    DEFLEC99
 JL0865  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 JL0865
 JL0865  HORZ ORDER  -  THIRD
 JL0865
 JL0865.The horizontal coordinates were established by classical geodetic methods
 JL0865.and adjusted by the National Geodetic Survey in January 1993..
 JL0865
 JL0865.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0865
 JL0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0865
 JL0865.The geoid height was determined by GEOID03.
 JL0865
 JL0865;                    North         East     Units Scale Factor Converg.
 JL0865;SPC CO S     -   521,942.094   709,834.085   MT  1.00003465   -1 26 25.8
 JL0865;SPC CO S     - 1,712,405.02  2,328,847.33   sFT  1.00003465   -1 26 25.8
 JL0865;UTM  13      - 4,276,228.663   251,938.116   MT  1.00035784   -1 46 40.9
 JL0865
 JL0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0865!SPC CO S     -   0.99966419  x   1.00003465  =   0.99969883
 JL0865!UTM  13      -   0.99966419  x   1.00035784  =   1.00002191
 JL0865
 JL0865:                Primary Azimuth Mark                     Grid Az
 JL0865:SPC CO S     -  RED ROCK                                 108 47 05.6
 JL0865:UTM  13      -  RED ROCK                                 109 07 20.7
 JL0865
 JL0865|---------------------------------------------------------------------|
 JL0865| PID    Reference Object                     Distance      Geod. Az  |
 JL0865|                                                           dddmmss.s |
 JL0865| JL0864 RED ROCK                            APPROX. 4.5 KM 1072039.8 |
 JL0865|---------------------------------------------------------------------|
 JL0865
 JL0865                          SUPERSEDED SURVEY CONTROL
 JL0865
 JL0865  NAD 83(1986)-  38 35 59.67343(N)    107 50 54.55923(W) AD(       ) 3
 JL0865  NAD 27      -  38 35 59.72177(N)    107 50 52.33522(W) AD(       ) 3
 JL0865  NGVD 29 (07/19/86) 2156.1    (m)         7074.     (f) VERT ANG       
 JL0865
 JL0865.Superseded values are not recommended for survey control.
 JL0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0865.See file dsdata.txt to determine how the superseded data were derived.
 JL0865
 JL0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC5193876229(NAD 83)
 JL0865_MARKER: DD = SURVEY DISK
 JL0865_SETTING: 66 = SET IN ROCK OUTCROP
 JL0865_SP_SET: SET IN ROCK OUTCROP
 JL0865_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0865+STABILITY: POSITION/ELEVATION WELL
 JL0865
 JL0865  HISTORY     - Date     Condition        Report By
 JL0865  HISTORY     - 1951     MONUMENTED       USGS
 JL0865
 JL0865                          STATION DESCRIPTION
 JL0865
 JL0865'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JL0865'LOCATED ABOUT 7.5 MI. (AIRLINE) E. OF OLATHE AND 8.5 MI. NE. OF
 JL0865'MONTROSE ON THE S. END OF A PROMINENT N-S. RIDGE W. OF THE GUNNISON
 JL0865'RIVER.
 JL0865'
 JL0865'TO REACH FROM OLATHE HIGH SCHOOL, DRIVE IN A SOUTHERLY DIRECTION ON
 JL0865'U.S. HIGHWAY 50 1.1 MI. TO T-RD. ON LEFT.  FOLLOW T-RD. E. THROUGH
 JL0865'CROSSROADS AT 0.8 MI., 1.6 MI. AND CROSSING CREEK AT 2.5 MI. FROM
 JL0865'HIGHWAY 50.  FROM BRIDGE DRIVE 1.1 MI. TO T-RD. ON THE RIGHT AND
 JL0865'CONTINUE STRAIGHT AHEAD CROSSING CANAL AT 0.1 MI.  THENCE 2.3 MI. ON
 JL0865'DIRT RD. TO Y AND RIGHT IN AN EASTERLY DIRECTION, 0.5 MI. TO A FORK.
 JL0865'TAKE RIGHT FORK AND DRIVE 0.8 MI. TO Y-JUNCTION.  CONTINUE STRAIGHT
 JL0865'AHEAD, UP HILL 0.4 MI. TO FORK, THENCE RIGHT IN A GENERAL EASTERLY AND
 JL0865'SOUTHERLY DIRECTION ABOUT 2 MI. TO END OF TRUCK TRAVEL 200 FT. FROM
 JL0865'STATION SITE.  LAST PART OF TRIP SHOULD NOT BE ATTEMPTED EXCEPT WITH
 JL0865'A FOUR WHEEL DRIVE VEHICLE.
 JL0865'
 JL0865'STATION MARK--STANDARD TABLET, STAMPED ---BRUSH 1951 7072---, CEMENTED
 JL0865'IN SOLID ROCK OUTCROP.
 JL0865'
 JL0865'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO.
 JL0865'1---, CEMENTED IN SOLID ROCK, 30.80 FT. FROM STATION MARK,
 JL0865'N 27 DEG 01 MIN W.
 JL0865'
 JL0865'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO.
 JL0865'2---, CEMENTED IN SOLID ROCK, 30.10 FT. FROM STATION MARK,
 JL0865'N 55 DEG 08 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0756 ***********************************************************************
 KL0756  DESIGNATION -  BRUSH
 KL0756  PID         -  KL0756
 KL0756  STATE/COUNTY-  CO/RIO BLANCO
 KL0756  USGS QUAD   -  THIRTEENMILE CREEK (1987)
 KL0756
 KL0756                         *CURRENT SURVEY CONTROL
 KL0756  ___________________________________________________________________
 KL0756* NAD 83(1992)-  39 50 50.43986(N)    107 59 26.72682(W)     ADJUSTED  
 KL0756* NAVD 88     -      2454.4    (meters)    8052.     (feet)  VERTCON   
 KL0756  ___________________________________________________________________
 KL0756  LAPLACE CORR-           7.92  (seconds)                    DEFLEC99
 KL0756  GEOID HEIGHT-         -15.71  (meters)                     GEOID03
 KL0756
 KL0756  HORZ ORDER  -  THIRD
 KL0756
 KL0756.The horizontal coordinates were established by classical geodetic methods
 KL0756.and adjusted by the National Geodetic Survey in January 1993..
 KL0756
 KL0756.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0756
 KL0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0756
 KL0756.The geoid height was determined by GEOID03.
 KL0756
 KL0756;                    North         East     Units Scale Factor Converg.
 KL0756;SPC CO N     -   364,864.643   701,265.540   MT  0.99998148   -1 36 33.7
 KL0756;SPC CO N     - 1,197,060.08  2,300,735.36   sFT  0.99998148   -1 36 33.7
 KL0756;UTM  13      - 4,415,095.351   244,121.245   MT  1.00040613   -1 55 02.5
 KL0756;UTM  12      - 4,415,148.467   757,460.537   MT  1.00041613   +1 55 45.2
 KL0756
 KL0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0756!SPC CO N     -   0.99961756  x   0.99998148  =   0.99959905
 KL0756!UTM  13      -   0.99961756  x   1.00040613  =   1.00002354
 KL0756!UTM  12      -   0.99961756  x   1.00041613  =   1.00003353
 KL0756
 KL0756:                Primary Azimuth Mark                     Grid Az
 KL0756:SPC CO N     -  MONUMENT                                 084 58 57.7
 KL0756:UTM  13      -  MONUMENT                                 085 17 26.5
 KL0756:UTM  12      -  MONUMENT                                 081 26 38.8
 KL0756
 KL0756|---------------------------------------------------------------------|
 KL0756| PID    Reference Object                     Distance      Geod. Az  |
 KL0756|                                                           dddmmss.s |
 KL0756| KL0752 MONUMENT                            APPROX. 5.5 KM 0832224.0 |
 KL0756|---------------------------------------------------------------------|
 KL0756
 KL0756                          SUPERSEDED SURVEY CONTROL
 KL0756
 KL0756  NAD 83(1986)-  39 50 50.43394(N)    107 59 26.72004(W) AD(       ) 3
 KL0756  NAD 27      -  39 50 50.52244(N)    107 59 24.44966(W) AD(       ) 3
 KL0756  NGVD 29 (07/19/86) 2453.0    (m)         8048.     (f) VERT ANG       
 KL0756
 KL0756.Superseded values are not recommended for survey control.
 KL0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0756.See file dsdata.txt to determine how the superseded data were derived.
 KL0756
 KL0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBE4412115095(NAD 83)
 KL0756_MARKER: DD = SURVEY DISK
 KL0756_SETTING: 0 = UNSPECIFIED SETTING
 KL0756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0756
 KL0756  HISTORY     - Date     Condition        Report By
 KL0756  HISTORY     - 1950     MONUMENTED       USGS
 KL0756
 KL0756                          STATION DESCRIPTION
 KL0756
 KL0756'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KL0756'TO REACH FROM RIFLE POST OFFICE, GO N. ON STATE HIGHWAY 13 18.1 MI. TO
 KL0756'RIO BLANCO STORE, CONTINUE 6.2 MI. TO RD. ON LEFT, TURN LEFT (W.) GO
 KL0756'0.1 MI. TO GATE, CONTINUE 0.6 MI. TO GATE, CONTINUE 0.6 MI. TO T-RD.,
 KL0756'TURN LEFT (S.) KEEPING ON MAIN TRAVELED RD. AND GO 1.0 MI. TO SADDLE
 KL0756'AND RD. FORK, TAKE LEFT FORK (W.) AND GO 0.6 MI. TO SMALL DAM, GO
 KL0756'AROUND W. END OF DAM, TURN RIGHT (N.) GO UP DRAW 1.2 MI. TO SADDLE AND
 KL0756'TRIANGLE FORMED BY COW TRAILS, TURN LEFT (W.) LEAVING TRAILS AND GO
 KL0756'0.05 MI., TURN LEFT (S.) GO 0.05 MI. TO TOP AND STATION.
 KL0756'
 KL0756'STATION MARK--STANDARD TABLET, SET IN CONCRETE MONUMENT, STAMPED
 KL0756'---R BRUSH 1950---.
 KL0756'
 KL0756'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0646 ***********************************************************************
 LM0646  DESIGNATION -  BRUSH
 LM0646  PID         -  LM0646
 LM0646  STATE/COUNTY-  CO/ROUTT
 LM0646  USGS QUAD   -  TUMBLE MOUNTAIN (1962)
 LM0646
 LM0646                         *CURRENT SURVEY CONTROL
 LM0646  ___________________________________________________________________
 LM0646* NAD 83(1992)-  40 52 37.12882(N)    107 14 56.72123(W)     ADJUSTED  
 LM0646* NAVD 88     -      3009.1    (meters)    9872.     (feet)  VERTCON   
 LM0646  ___________________________________________________________________
 LM0646  LAPLACE CORR-          10.06  (seconds)                    DEFLEC99
 LM0646  GEOID HEIGHT-         -12.84  (meters)                     GEOID03
 LM0646
 LM0646  HORZ ORDER  -  THIRD
 LM0646
 LM0646.The horizontal coordinates were established by classical geodetic methods
 LM0646.and adjusted by the National Geodetic Survey in January 1997..
 LM0646
 LM0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0646
 LM0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0646
 LM0646.The geoid height was determined by GEOID03.
 LM0646
 LM0646;                    North         East     Units Scale Factor Converg.
 LM0646;SPC CO N     -   477,654.339   766,975.730   MT  1.00001654   -1 07 48.5
 LM0646;SPC CO N     - 1,567,104.28  2,516,319.54   sFT  1.00001654   -1 07 48.5
 LM0646;UTM  13      - 4,527,535.711   310,489.822   MT  1.00004205   -1 28 20.4
 LM0646
 LM0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0646!SPC CO N     -   0.99953022  x   1.00001654  =   0.99954675
 LM0646!UTM  13      -   0.99953022  x   1.00004205  =   0.99957225
 LM0646
 LM0646:                Primary Azimuth Mark                     Grid Az
 LM0646:SPC CO N     -  COLUMBUS                                 088 36 43.0
 LM0646:UTM  13      -  COLUMBUS                                 088 57 14.9
 LM0646
 LM0646|---------------------------------------------------------------------|
 LM0646| PID    Reference Object                     Distance      Geod. Az  |
 LM0646|                                                           dddmmss.s |
 LM0646| LM0644 COLUMBUS                            APPROX. 4.9 KM 0872854.5 |
 LM0646|---------------------------------------------------------------------|
 LM0646
 LM0646                          SUPERSEDED SURVEY CONTROL
 LM0646
 LM0646  NAD 83(1992)-  40 52 37.12786(N)    107 14 56.71939(W) AD(       ) 3
 LM0646  NAD 83(1986)-  40 52 37.12582(N)    107 14 56.71554(W) AD(       ) 3
 LM0646  NAD 27      -  40 52 37.24331(N)    107 14 54.50802(W) AD(       ) 3
 LM0646  NGVD 29 (07/19/86) 3007.7    (m)         9868.     (f) VERT ANG       
 LM0646
 LM0646.Superseded values are not recommended for survey control.
 LM0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0646.See file dsdata.txt to determine how the superseded data were derived.
 LM0646
 LM0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF1049027536(NAD 83)
 LM0646
 LM0646  HISTORY     - Date     Condition        Report By
 LM0646  HISTORY     - 1959     MONUMENTED       USGS
 LM0646  HISTORY     - 1969     GOOD             USGS
 LM0646
 LM0646                          STATION DESCRIPTION
 LM0646
 LM0646'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 LM0646'STATION LOCATED ON THE HIGHEST POINT OF BRUSH MOUNTAIN.  STATION IS
 LM0646'APPROXIMATELY 9.0 MI. (AIRLINE) S. OF COLORADO-WYOMING STATE LINE
 LM0646'AND APPROXIMATELY 3.0 MI. (AIRLINE) W. OF COLUMBUS MOUNTAIN.
 LM0646'
 LM0646'TO REACH FROM HAYDEN AT INTERSECTION OF U.S. HIGHWAY 40 AND ROUTT
 LM0646'COUNTY ROUTE 70 AND 80, GO N. ON COUNTY ROUTE 0.8 MI. TO FORK.  TAKE
 LM0646'RIGHT FORK, ROUTE 80, 16.8 MI. TO CALIFORNIA PARK GUARD STATION ON
 LM0646'RIGHT, CONTINUE N. 5.8 MI. TO DIM T-RD. N., TAKE LEFT FORK, MAIN
 LM0646'RD., AND DRIVE 4.6 MI. TO RANCH RD. RIGHT AND SIGN --JOLLEY RANCH--.
 LM0646'TURN RIGHT TO RANCH YARD 1.6 MI., TURN LEFT THROUGH GATE AT S. END
 LM0646'OF YARD AND FOLLOW TRACK RD. 3.6 MI. IN A NORTHERLY, THEN WESTERLY
 LM0646'DIRECTION TO TOP OF SHOULDER, THEN ALONG SHOULDER TO BASE OF PEAK.
 LM0646'END OF TRUCK TRAVEL.  PACK W. UP SLOPE TO HIGHEST POINT AND STATION.
 LM0646'
 LM0646'RECOVERED.
 LM0646'
 LM0646'STATION MARK--STANDARD USGS TABLET CEMENTED IN BEDROCK AND STAMPED
 LM0646'---BRUSH 1959---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0539 ***********************************************************************
 LN0539  DESIGNATION -  BRUSH
 LN0539  PID         -  LN0539
 LN0539  STATE/COUNTY-  CO/MOFFAT
 LN0539  USGS QUAD   -  ELK SPRINGS (1986)
 LN0539
 LN0539                         *CURRENT SURVEY CONTROL
 LN0539  ___________________________________________________________________
 LN0539* NAD 83(1992)-  40 17 45.79213(N)    108 23 35.72980(W)     ADJUSTED  
 LN0539* NAVD 88     -      2168.3    (meters)    7114.     (feet)  VERTCON   
 LN0539  ___________________________________________________________________
 LN0539  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 LN0539  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 LN0539
 LN0539  HORZ ORDER  -  THIRD
 LN0539
 LN0539.The horizontal coordinates were established by classical geodetic methods
 LN0539.and adjusted by the National Geodetic Survey in January 1993..
 LN0539
 LN0539.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0539
 LN0539.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0539
 LN0539.The geoid height was determined by GEOID03.
 LN0539
 LN0539;                    North         East     Units Scale Factor Converg.
 LN0539;SPC CO N     -   415,704.782   668,459.825   MT  0.99995716   -1 52 10.0
 LN0539;SPC CO N     - 1,363,858.11  2,193,105.28   sFT  0.99995716   -1 52 10.0
 LN0539;UTM  12      - 4,463,877.909   721,559.415   MT  1.00020431   +1 41 11.6
 LN0539
 LN0539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0539!SPC CO N     -   0.99966252  x   0.99995716  =   0.99961970
 LN0539!UTM  12      -   0.99966252  x   1.00020431  =   0.99986677
 LN0539
 LN0539                          SUPERSEDED SURVEY CONTROL
 LN0539
 LN0539  NAD 83(1986)-  40 17 45.78692(N)    108 23 35.72189(W) AD(       ) 3
 LN0539  NAD 27      -  40 17 45.90051(N)    108 23 33.38755(W) AD(       ) 3
 LN0539  NGVD 29 (07/19/86) 2167.0    (m)         7110.     (f) VERT ANG       
 LN0539
 LN0539.Superseded values are not recommended for survey control.
 LN0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0539.See file dsdata.txt to determine how the superseded data were derived.
 LN0539
 LN0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK2155963878(NAD 83)
 LN0539_MARKER: W = UNMONUMENTED
 LN0539_SETTING: 0 = UNSPECIFIED SETTING
 LN0539
 LN0539  HISTORY     - Date     Condition        Report By
 LN0539  HISTORY     - 1955     MONUMENTED       USGS
 LN0539
 LN0539                          STATION DESCRIPTION
 LN0539
 LN0539'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LN0539'ABANDONED DUE TO MONUMENTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0384 ***********************************************************************
 LK0384  CBN         -  This is a Cooperative Base Network Control Station.
 LK0384  DESIGNATION -  BRUSH 2
 LK0384  PID         -  LK0384
 LK0384  STATE/COUNTY-  CO/MORGAN
 LK0384  USGS QUAD   -  BRUSH EAST (1984)
 LK0384
 LK0384                         *CURRENT SURVEY CONTROL
 LK0384  ___________________________________________________________________
 LK0384* NAD 83(1992)-  40 15 38.23890(N)    103 35 52.74199(W)     ADJUSTED  
 LK0384* NAVD 88     -      1298.109  (meters)    4258.88   (feet)  ADJUSTED  
 LK0384  ___________________________________________________________________
 LK0384  X           -  -1,146,158.454 (meters)                     COMP
 LK0384  Y           -  -4,738,380.740 (meters)                     COMP
 LK0384  Z           -   4,100,937.753 (meters)                     COMP
 LK0384  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 LK0384  ELLIP HEIGHT-        1278.46  (meters)          (10/21/02) GPS OBS
 LK0384  GEOID HEIGHT-         -19.68  (meters)                     GEOID03
 LK0384  DYNAMIC HT  -        1297.086 (meters)    4255.52  (feet)  COMP
 LK0384  MODELED GRAV-     979,792.1   (mgal)                       NAVD 88
 LK0384
 LK0384  HORZ ORDER  -  B
 LK0384  VERT ORDER  -  FIRST     CLASS II
 LK0384  ELLP ORDER  -  FIFTH     CLASS I
 LK0384
 LK0384.The horizontal coordinates were established by GPS observations
 LK0384.and adjusted by the National Geodetic Survey in May 1992..
 LK0384
 LK0384.The orthometric height was determined by differential leveling
 LK0384.and adjusted by the National Geodetic Survey in June 1991..
 LK0384
 LK0384.Photographs are available for this station.
 LK0384
 LK0384.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0384
 LK0384.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0384
 LK0384.The ellipsoidal height was determined by GPS observations
 LK0384.and is referenced to NAD 83.
 LK0384
 LK0384.The geoid height was determined by GEOID03.
 LK0384
 LK0384.The dynamic height is computed by dividing the NAVD 88
 LK0384.geopotential number by the normal gravity value computed on the
 LK0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0384.degrees latitude (g = 980.6199 gals.).
 LK0384
 LK0384.The modeled gravity was interpolated from observed gravity values.
 LK0384
 LK0384;                    North         East     Units Scale Factor Converg.
 LK0384;SPC CO N     -   409,493.146 1,076,183.762   MT  0.99995686   +1 13 44.2
 LK0384;SPC CO N     - 1,343,478.76  3,530,779.56   sFT  0.99995686   +1 13 44.2
 LK0384;UTM  13      - 4,457,627.141   619,221.436   MT  0.99977497   +0 54 22.3
 LK0384
 LK0384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0384!SPC CO N     -   0.99979948  x   0.99995686  =   0.99975635
 LK0384!UTM  13      -   0.99979948  x   0.99977497  =   0.99957450
 LK0384
 LK0384|---------------------------------------------------------------------|
 LK0384| PID    Reference Object                     Distance      Geod. Az  |
 LK0384|                                                           dddmmss.s |
 LK0384| CP6685 BRUSH 2 RM 3                          9.990 METERS 06957     |
 LK0384| LK0273 H 61                                APPROX. 0.6 KM 0824136.0 |
 LK0384| LK0274 BRUSH                                28.722 METERS 18251     |
 LK0384| CP6686 BRUSH 2 RM 4                          9.987 METERS 34859     |
 LK0384|---------------------------------------------------------------------|
 LK0384
 LK0384                          SUPERSEDED SURVEY CONTROL
 LK0384
 LK0384  ELLIP H (05/26/92) 1278.48   (m)                       GP(       ) 4 1
 LK0384  NAD 83(1986)-  40 15 38.23035(N)    103 35 52.74483(W) AD(       ) 2
 LK0384  NAD 27      -  40 15 38.29964(N)    103 35 50.94089(W) AD(       ) 2
 LK0384  NAVD 88 (05/26/92) 1298.11   (m)         4258.9    (f) LEVELING    3  
 LK0384  NGVD 29 (07/19/86) 1297.46   (m)         4256.8    (f) LEVELING    3  
 LK0384
 LK0384.Superseded values are not recommended for survey control.
 LK0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0384.See file dsdata.txt to determine how the superseded data were derived.
 LK0384
 LK0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE1922157627(NAD 83)
 LK0384_MARKER: DH = HORIZONTAL CONTROL DISK
 LK0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0384_SP_SET: CONCRETE POST
 LK0384_STAMPING: BRUSH 2 1979
 LK0384_MARK LOGO: NGS   
 LK0384_PROJECTION: PROJECTING 10 CENTIMETERS
 LK0384_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LK0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0384+STABILITY: SURFACE MOTION
 LK0384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0384+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2000
 LK0384
 LK0384  HISTORY     - Date     Condition        Report By
 LK0384  HISTORY     - 1979     MONUMENTED       NGS
 LK0384  HISTORY     - 1984     GOOD             NGS
 LK0384  HISTORY     - 19910502 GOOD             NGS
 LK0384  HISTORY     - 19950629 GOOD             MSAM
 LK0384  HISTORY     - 19970508 GOOD             NGS
 LK0384  HISTORY     - 20000125 GOOD             NGS
 LK0384
 LK0384                          STATION DESCRIPTION
 LK0384
 LK0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LK0384'STATION IS LOCATED ON A LOW HILL, ON FENCED PASTURE LAND OWNED BY
 LK0384'LOUISE L BOSTRON OF BRUSH COLORADO AND ABOUT 1.5 MILES EAST OF THE
 LK0384'CENTRAL SECTION OF BRUSH.
 LK0384'
 LK0384'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 34, 6 AND STATE
 LK0384'HIGHWAY 71 ABOUT 1 MILE EAST OF BRUSH.  GO EAST ON U.S. HIGHWAYS 34
 LK0384'AND 6 FOR 0.15 MILES TO STATION ON THE LEFT AS DESCRIBED.  CONTINUE
 LK0384'EAST ON THE COMBINATION OF HIGHWAYS FOR 0.2 MILE TO HIGHWAY
 LK0384'JUNCTION.  CONTINUE EAST ON HIGHWAY 34 FOR 0.1 MILE TO A GRAVELED ROAD
 LK0384'AND BENCH MARK H61 AZIMUTH MARK ON RIGHT AS DESCRIBED.
 LK0384'
 LK0384'STATION IS A STANDARD DISK, STAMPED---BRUSH 2 1979--- SET IN THE TOP
 LK0384'OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES, 143 FEET NORTH
 LK0384'OF THE PRESENT CENTER OF U.S. HIGHWAYS 34 AND 6, 3 FEET WEST OF A
 LK0384'METAL WITNESS POST.
 LK0384'
 LK0384'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---BRUSH 2 NO 3 1979---
 LK0384'SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES,
 LK0384'146 FEET NORTH OF THE HIGHWAY.
 LK0384'
 LK0384'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---BRUSH 2 NO 4 1979---
 LK0384'SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES,
 LK0384'176 FEET NORTH OF THE HIGHWAY.
 LK0384'
 LK0384'AZIMUTH MARK BENCH MARK H 61 IS A STANDARD BENCH MARK DISK,
 LK0384'STAMPED---H 61 1935--- SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 LK0384'PROJECTING ABOUT 10 INCHES, 125 FEET SOUTH OF U.S. HIGHWAY 34, 77
 LK0384'FEET NORTH OF NORTH OF THE NORTH RAIL OF A RAILROAD TRACK, 32 FEET
 LK0384'EAST OF THE GRAVELED ROAD 68 FEET NORTHEAST OF A RAILROAD CROSSING, 2
 LK0384'FEET NORTH OF A METAL WITNESS POST.
 LK0384
 LK0384                          STATION RECOVERY (1984)
 LK0384
 LK0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LK0384'IN BRUSH.
 LK0384'THE MARK IS 10.0 M ABOVE THE HIGHWAY.
 LK0384'IN BRUSH, AT THE INTERSECTION OF U.S. HIGHWAY 34 AND THE BURLINGTON
 LK0384'NORTHERN RAILROAD, ON TOP OF AND NEAR THE HIGHEST POINT OF A HIGHWAY
 LK0384'CUT, ACROSS THE HIGHWAY FROM A HIGHWAY DEPARTMENT MAINTENCE YARD,
 LK0384'45.7 M (149.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF A RAILROAD
 LK0384'OVERPASS, 36.6 M (120.1 FT) EAST OF THE NEAR RAIL, 30.5 M (100.1 FT)
 LK0384'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 4.3 M (14.1 FT) NORTH OF
 LK0384'A FENCE.
 LK0384'THE MARK IS 1.5 METERS  SE FROM  A WITNESS POST
 LK0384
 LK0384                          STATION RECOVERY (1991)
 LK0384
 LK0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LK0384'STATION IS LOCATED ABOUT 2.5 KM (1.6 MI) EAST OF BRUSH, 1.7 KM
 LK0384'(1.1 MI) SOUTHWEST OF THE JUNCTION OF INTERSTATE HIGHWAYS 76, 76
 LK0384'BUSINESS AND US HIGHWAY 6, ALONG US HIGHWAY 34, ABOUT 120 M
 LK0384'(393.7 FT) EAST OF A RAILROAD BRIDGE OVER THE HIGHWAY, ON TOP OF A 15
 LK0384'M (49.2 FT) HIGH ROAD CUT, IN PASTURE, IN THE NORTHWEST 1/4 OF
 LK0384'SECTION 1, T 3 N, R 56 W.  OWNERSHIP-REINHOLD BOSTRON, 201 HOWARD
 LK0384'STREET, BRUSH, CO 80723. PHONE IS 303-842-2375.  BE SURE TO CONTACT
 LK0384'BEFORE GOING TO STATION.
 LK0384'TO REACH FROM THE JUNCTION OF HIGHWAYS 76, 76 BUSINESS AND 6 (EXIT 92)
 LK0384', ABOUT 4 KM (2.5 MI) NORTHEAST OF BRUSH, GO SOUTHWEST ON HIGHWAY 76
 LK0384'BUSINESS FOR 1.60 KM (0.99 MI) TO A REVERSE FORK AT JUNCTION WITH
 LK0384'HIGHWAY 34.  CONTINUE WEST ON HIGHWAY 34 FOR ABOUT 50 M (164.0 FT) TO
 LK0384'A FIELD ENTRANCE ON THE RIGHT.  TURN RIGHT ON FIELD ROAD, THEN LEFT,
 LK0384'WEST, ALONG NORTH SIDE OF RIGHT-OF-WAY FENCE FOR 0.10 KM (0.06 MI) TO
 LK0384'HIGH GROUND AND THE STATION.
 LK0384'STATION MARK IS SET IN THE TOP OF A 25-CM ROUND CONCRETE POST
 LK0384'PROJECTING 1 CM.  IT IS 3.4 M (11.2 FT) NORTH OF THE RIGHT-OF-WAY
 LK0384'FENCE, 12.6 M (41.3 FT) EAST OF A UTILITY POLE AT BEND IN FENCE LINE,
 LK0384'0.6 M (2.0 FT) WEST-NORTHWEST OF A METAL WITNESS POST, AND 0.7 M
 LK0384'(2.3 FT) EAST-SOUTHEAST OF A FIBERGLASS WITNESS POST.
 LK0384'DESCRIBED BY G.R.HEID
 LK0384
 LK0384                          STATION RECOVERY (1995)
 LK0384
 LK0384'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0384'RECOVERED AS DESCRIBED.
 LK0384
 LK0384                          STATION RECOVERY (1997)
 LK0384
 LK0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 LK0384'RECOVERED AS DESCRIBED.
 LK0384
 LK0384                          STATION RECOVERY (2000)
 LK0384
 LK0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 LK0384'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0684 ***********************************************************************
 LK0684  DESIGNATION -  BRUSH ELEVATOR CO ELEVATOR
 LK0684  PID         -  LK0684
 LK0684  STATE/COUNTY-  CO/MORGAN
 LK0684  USGS QUAD   -  BRUSH EAST (1984)
 LK0684
 LK0684                         *CURRENT SURVEY CONTROL
 LK0684  ___________________________________________________________________
 LK0684* NAD 83(1992)-  40 15 15.14443(N)    103 37 14.69887(W)     ADJUSTED  
 LK0684* NAVD 88     -                                                        
 LK0684  ___________________________________________________________________
 LK0684  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 LK0684  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 LK0684
 LK0684  HORZ ORDER  -  THIRD
 LK0684
 LK0684.The horizontal coordinates were established by classical geodetic methods
 LK0684.and adjusted by the National Geodetic Survey in January 1993..
 LK0684
 LK0684
 LK0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0684
 LK0684.The geoid height was determined by GEOID03.
 LK0684
 LK0684;                    North         East     Units Scale Factor Converg.
 LK0684;SPC CO N     -   408,739.717 1,074,262.731   MT  0.99995685   +1 12 51.3
 LK0684;SPC CO N     - 1,341,006.89  3,524,476.98   sFT  0.99995685   +1 12 51.3
 LK0684;UTM  13      - 4,456,884.685   617,296.547   MT  0.99976937   +0 53 28.8
 LK0684
 LK0684                          SUPERSEDED SURVEY CONTROL
 LK0684
 LK0684  NAD 83(1986)-  40 15 15.13523(N)    103 37 14.69950(W) AD(       ) 4
 LK0684  NAD 27      -  40 15 15.20700(N)    103 37 12.89500(W) AD(       ) 3
 LK0684
 LK0684.Superseded values are not recommended for survey control.
 LK0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0684.See file dsdata.txt to determine how the superseded data were derived.
 LK0684
 LK0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE1729756885(NAD 83)
 LK0684
 LK0684  HISTORY     - Date     Condition        Report By
 LK0684  HISTORY     - 1934     FIRST OBSERVED   CGS
 LK0684
 LK0684                          STATION DESCRIPTION
 LK0684
 LK0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 LK0684'THIS IS A WHITE CONCRETE ELEVATOR, WITH FOUR WELLS OR SHAFTS.
 LK0684'IT IS APPROXIMATELY 100 FEET HIGH, AND HAS A SIGN ON ITS TOP
 LK0684'WITH THE WORDS BRUSH ELEVATOR CO., IN BLACK LETTERS.
 LK0684'
 LK0684'THIS ELEVATOR IS LOCATED TWO BLOCKS EAST OF CLAYTON STREET
 LK0684'AND ALONG SIDE THE CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0683 ***********************************************************************
 LK0683  DESIGNATION -  BRUSH GRAMMAR SCH BLDG YEL CHY
 LK0683  PID         -  LK0683
 LK0683  STATE/COUNTY-  CO/MORGAN
 LK0683  USGS QUAD   -  BRUSH EAST (1984)
 LK0683
 LK0683                         *CURRENT SURVEY CONTROL
 LK0683  ___________________________________________________________________
 LK0683* NAD 83(1992)-  40 15 28.49931(N)    103 37 21.89337(W)     ADJUSTED  
 LK0683* NAVD 88     -                                                        
 LK0683  ___________________________________________________________________
 LK0683  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 LK0683  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 LK0683
 LK0683  HORZ ORDER  -  THIRD
 LK0683
 LK0683.The horizontal coordinates were established by classical geodetic methods
 LK0683.and adjusted by the National Geodetic Survey in January 1993..
 LK0683
 LK0683
 LK0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0683
 LK0683.The geoid height was determined by GEOID03.
 LK0683
 LK0683;                    North         East     Units Scale Factor Converg.
 LK0683;SPC CO N     -   409,147.929 1,074,084.035   MT  0.99995685   +1 12 46.6
 LK0683;SPC CO N     - 1,342,346.16  3,523,890.70   sFT  0.99995685   +1 12 46.6
 LK0683;UTM  13      - 4,457,293.820   617,120.187   MT  0.99976886   +0 53 24.4
 LK0683
 LK0683                          SUPERSEDED SURVEY CONTROL
 LK0683
 LK0683  NAD 83(1986)-  40 15 28.49007(N)    103 37 21.89398(W) AD(       ) 4
 LK0683  NAD 27      -  40 15 28.56100(N)    103 37 20.08900(W) AD(       ) 3
 LK0683
 LK0683.Superseded values are not recommended for survey control.
 LK0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0683.See file dsdata.txt to determine how the superseded data were derived.
 LK0683
 LK0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE1712057294(NAD 83)
 LK0683_MARKER: 85 = CHIMNEY
 LK0683
 LK0683  HISTORY     - Date     Condition        Report By
 LK0683  HISTORY     - 1934     FIRST OBSERVED   CGS
 LK0683
 LK0683                          STATION DESCRIPTION
 LK0683
 LK0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 LK0683'THIS IS A SQUARE, YELLOW BRICK CHIMNEY ON CENTER OF THE
 LK0683'EAST EDGE OF ROOF OF A YELLOW-BRICK TWO-STORY SCHOOL BUILDING
 LK0683'APPROXIMATELY 250- BY 150 FEET.
 LK0683'
 LK0683'THIS BUILDING IS LOCATED ON CLAYTON STREET BETWEEN EATON AND
 LK0683'EMERSON STREETS.  THE CHIMNEY WAS USED AS THE INTERSECTION
 LK0683'POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0688 ***********************************************************************
 LK0688  DESIGNATION -  BRUSH MUNICIPAL TANK
 LK0688  PID         -  LK0688
 LK0688  STATE/COUNTY-  CO/MORGAN
 LK0688  USGS QUAD   -  BRUSH WEST (1984)
 LK0688
 LK0688                         *CURRENT SURVEY CONTROL
 LK0688  ___________________________________________________________________
 LK0688* NAD 83(1992)-  40 15 17.72723(N)    103 37 35.02584(W)     ADJUSTED  
 LK0688* NAVD 88     -                                                        
 LK0688  ___________________________________________________________________
 LK0688  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 LK0688  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 LK0688
 LK0688  HORZ ORDER  -  THIRD
 LK0688
 LK0688.The horizontal coordinates were established by classical geodetic methods
 LK0688.and adjusted by the National Geodetic Survey in January 1993..
 LK0688
 LK0688
 LK0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0688
 LK0688.The geoid height was determined by GEOID03.
 LK0688
 LK0688;                    North         East     Units Scale Factor Converg.
 LK0688;SPC CO N     -   408,809.197 1,073,780.803   MT  0.99995685   +1 12 38.2
 LK0688;SPC CO N     - 1,341,234.84  3,522,895.85   sFT  0.99995685   +1 12 38.2
 LK0688;UTM  13      - 4,456,956.866   616,815.109   MT  0.99976798   +0 53 15.8
 LK0688
 LK0688                          SUPERSEDED SURVEY CONTROL
 LK0688
 LK0688  NAD 83(1986)-  40 15 17.71853(N)    103 37 35.02644(W) AD(       ) 4
 LK0688  NAD 27      -  40 15 17.78700(N)    103 37 33.22100(W) AD(       ) 3
 LK0688
 LK0688.Superseded values are not recommended for survey control.
 LK0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0688.See file dsdata.txt to determine how the superseded data were derived.
 LK0688
 LK0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE1681556957(NAD 83)
 LK0688_MARKER: 53 = ELEVATED TANK
 LK0688
 LK0688  HISTORY     - Date     Condition        Report By
 LK0688  HISTORY     - 1934     FIRST OBSERVED   CGS
 LK0688  HISTORY     - 1963     GOOD             USGS
 LK0688
 LK0688                          STATION DESCRIPTION
 LK0688
 LK0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 LK0688'THIS IS A BLACK STEEL WATER TANK ON A STEEL TOWER.  ITS
 LK0688'CAPACITY IS APPROXIMATELY 40,000 GALLONS AND ITS OVERALL HEIGHT
 LK0688'IS 100 FEET.  THE WORD BRUSH IS PAINTED ON THE NORTH SIDE OF
 LK0688'TANK IN WHITE LETTERS.
 LK0688'
 LK0688'THIS TANK IS LOCATED 200 FEET SOUTHWEST OF THE INTERSECTION OF
 LK0688'EDISON AND CARSON STREETS AT THE MUNICIPAL WATER WORKS, THE
 LK0688'FINIAL WAS USED AS THE INTERSECTION POINT.
 LK0688
 LK0688                          STATION RECOVERY (1963)
 LK0688
 LK0688'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LK0688'STATION WAS INTERSECTED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0275 ***********************************************************************
 LK0275  DESIGNATION -  BRUSH RM 1
 LK0275  PID         -  LK0275
 LK0275  STATE/COUNTY-  CO/MORGAN
 LK0275  USGS QUAD   -  BRUSH EAST (1984)
 LK0275
 LK0275                         *CURRENT SURVEY CONTROL
 LK0275  ___________________________________________________________________
 LK0275* NAD 83(1986)-  40 15 37.     (N)    103 35 53.     (W)     SCALED    
 LK0275* NAVD 88     -      1297.803  (meters)    4257.88   (feet)  ADJUSTED  
 LK0275  ___________________________________________________________________
 LK0275  GEOID HEIGHT-         -19.68  (meters)                     GEOID03
 LK0275  DYNAMIC HT  -        1296.780 (meters)    4254.52  (feet)  COMP
 LK0275  MODELED GRAV-     979,792.0   (mgal)                       NAVD 88
 LK0275
 LK0275  VERT ORDER  -  SECOND    CLASS 0
 LK0275
 LK0275.The horizontal coordinates were scaled from a topographic map and have
 LK0275.an estimated accuracy of +/- 6 seconds.
 LK0275
 LK0275.The orthometric height was determined by differential leveling
 LK0275.and adjusted by the National Geodetic Survey in June 1991..
 LK0275
 LK0275.The geoid height was determined by GEOID03.
 LK0275
 LK0275.The dynamic height is computed by dividing the NAVD 88
 LK0275.geopotential number by the normal gravity value computed on the
 LK0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0275.degrees latitude (g = 980.6199 gals.).
 LK0275
 LK0275.The modeled gravity was interpolated from observed gravity values.
 LK0275
 LK0275;                    North         East    Units  Estimated Accuracy
 LK0275;SPC CO N     -   409,460.    1,076,180.      MT  (+/- 180 meters Scaled)
 LK0275
 LK0275                          SUPERSEDED SURVEY CONTROL
 LK0275
 LK0275  NGVD 29 (??/??/92) 1297.159  (m)         4255.76   (f) ADJ UNCH    2 0
 LK0275
 LK0275.Superseded values are not recommended for survey control.
 LK0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0275.See file dsdata.txt to determine how the superseded data were derived.
 LK0275
 LK0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE192575(NAD 83)
 LK0275_MARKER: DR = REFERENCE MARK DISK
 LK0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0275_STAMPING: BRUSH NO 1 1934
 LK0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0275+STABILITY: SURFACE MOTION
 LK0275
 LK0275  HISTORY     - Date     Condition        Report By
 LK0275  HISTORY     - 1934     MONUMENTED       CGS
 LK0275  HISTORY     - 1935     GOOD             NGS
 LK0275
 LK0275                          STATION DESCRIPTION
 LK0275
 LK0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LK0275'1.3 MI E FROM BRUSH.
 LK0275'105 FEET EAST OF TRIANGULATION STATION BRUSH DESCRIBED ABOVE.  A
 LK0275'STANDARD REFERENCE-MARK DISK, STAMPED BRUSH NO 1 1934 AND SET IN
 LK0275'THE TOP OF A CONCRETE POST.  REFERENCE MARK NUMBER 1 IS 98.73 FEET
 LK0275'EAST OF THE STATION MARK AND THE DISK IS STAMPED BRUSH NO 1 1934,
 LK0275'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 2
 LK0275'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0276 ***********************************************************************
 LK0276  DESIGNATION -  BRUSH RM 2
 LK0276  PID         -  LK0276
 LK0276  STATE/COUNTY-  CO/MORGAN
 LK0276  USGS QUAD   -  BRUSH EAST (1984)
 LK0276
 LK0276                         *CURRENT SURVEY CONTROL
 LK0276  ___________________________________________________________________
 LK0276* NAD 83(1986)-  40 15 37.     (N)    103 35 53.     (W)     SCALED    
 LK0276* NAVD 88     -      1297.686  (meters)    4257.49   (feet)  ADJUSTED  
 LK0276  ___________________________________________________________________
 LK0276  GEOID HEIGHT-         -19.68  (meters)                     GEOID03
 LK0276  DYNAMIC HT  -        1296.663 (meters)    4254.14  (feet)  COMP
 LK0276  MODELED GRAV-     979,792.0   (mgal)                       NAVD 88
 LK0276
 LK0276  VERT ORDER  -  SECOND    CLASS 0
 LK0276
 LK0276.The horizontal coordinates were scaled from a topographic map and have
 LK0276.an estimated accuracy of +/- 6 seconds.
 LK0276
 LK0276.The orthometric height was determined by differential leveling
 LK0276.and adjusted by the National Geodetic Survey in June 1991..
 LK0276
 LK0276.The geoid height was determined by GEOID03.
 LK0276
 LK0276.The dynamic height is computed by dividing the NAVD 88
 LK0276.geopotential number by the normal gravity value computed on the
 LK0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0276.degrees latitude (g = 980.6199 gals.).
 LK0276
 LK0276.The modeled gravity was interpolated from observed gravity values.
 LK0276
 LK0276;                    North         East    Units  Estimated Accuracy
 LK0276;SPC CO N     -   409,460.    1,076,180.      MT  (+/- 180 meters Scaled)
 LK0276
 LK0276                          SUPERSEDED SURVEY CONTROL
 LK0276
 LK0276  NGVD 29 (??/??/92) 1297.042  (m)         4255.38   (f) ADJ UNCH    2 0
 LK0276
 LK0276.Superseded values are not recommended for survey control.
 LK0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0276.See file dsdata.txt to determine how the superseded data were derived.
 LK0276
 LK0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE192575(NAD 83)
 LK0276_MARKER: DR = REFERENCE MARK DISK
 LK0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0276_STAMPING: BRUSH NO 2 1934
 LK0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0276+STABILITY: SURFACE MOTION
 LK0276
 LK0276  HISTORY     - Date     Condition        Report By
 LK0276  HISTORY     - 1934     MONUMENTED       CGS
 LK0276  HISTORY     - 1935     GOOD             NGS
 LK0276
 LK0276                          STATION DESCRIPTION
 LK0276
 LK0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LK0276'1.3 MI E FROM BRUSH.
 LK0276'85 FEET WEST OF TRIANGULATION STATION BRUSH DESCRIBED ABOVE.  A
 LK0276'STANDARD REFERENCE-MARK DISK, STAMPED BRUSH NO 2 1934 AND SET IN
 LK0276'THE TOP OF A CONCRETE POST.  REFERENCE MARK NUMBER 2 IS 83.97
 LK0276'FEET WEST OF THE STATION MARK AND THE DISK IS STAMPED BRUSH NO 2
 LK0276'1934, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT
 LK0276'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0689 ***********************************************************************
 LK0689  DESIGNATION -  BRUSH STEEL STACK
 LK0689  PID         -  LK0689
 LK0689  STATE/COUNTY-  CO/MORGAN
 LK0689  USGS QUAD   -  BRUSH WEST (1984)
 LK0689
 LK0689                         *CURRENT SURVEY CONTROL
 LK0689  ___________________________________________________________________
 LK0689* NAD 83(1992)-  40 15 15.99811(N)    103 37 36.65712(W)     ADJUSTED  
 LK0689* NAVD 88     -                                                        
 LK0689  ___________________________________________________________________
 LK0689  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 LK0689  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 LK0689
 LK0689  HORZ ORDER  -  THIRD
 LK0689
 LK0689.The horizontal coordinates were established by classical geodetic methods
 LK0689.and adjusted by the National Geodetic Survey in January 1993..
 LK0689
 LK0689
 LK0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0689
 LK0689.The geoid height was determined by GEOID03.
 LK0689
 LK0689;                    North         East     Units Scale Factor Converg.
 LK0689;SPC CO N     -   408,755.063 1,073,743.389   MT  0.99995685   +1 12 37.1
 LK0689;SPC CO N     - 1,341,057.24  3,522,773.10   sFT  0.99995685   +1 12 37.1
 LK0689;UTM  13      - 4,456,902.954   616,777.397   MT  0.99976787   +0 53 14.7
 LK0689
 LK0689                          SUPERSEDED SURVEY CONTROL
 LK0689
 LK0689  NAD 83(1986)-  40 15 15.98937(N)    103 37 36.65861(W) AD(       ) 4
 LK0689  NAD 27      -  40 15 16.05900(N)    103 37 34.85000(W) AD(       ) 3
 LK0689
 LK0689.Superseded values are not recommended for survey control.
 LK0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0689.See file dsdata.txt to determine how the superseded data were derived.
 LK0689
 LK0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE1677756903(NAD 83)
 LK0689_MARKER: 63 = STACK
 LK0689
 LK0689  HISTORY     - Date     Condition        Report By
 LK0689  HISTORY     - 1934     FIRST OBSERVED   CGS
 LK0689
 LK0689                          STATION DESCRIPTION
 LK0689
 LK0689'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0685 ***********************************************************************
 LK0685  DESIGNATION -  BRUSH SUGAR REFINERY CONC STK
 LK0685  PID         -  LK0685
 LK0685  STATE/COUNTY-  CO/MORGAN
 LK0685  USGS QUAD   -  BRUSH EAST (1984)
 LK0685
 LK0685                         *CURRENT SURVEY CONTROL
 LK0685  ___________________________________________________________________
 LK0685* NAD 83(1992)-  40 15 40.91429(N)    103 36 23.41890(W)     ADJUSTED  
 LK0685* NAVD 88     -                                                        
 LK0685  ___________________________________________________________________
 LK0685  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 LK0685  GEOID HEIGHT-         -19.67  (meters)                     GEOID03
 LK0685
 LK0685  HORZ ORDER  -  THIRD
 LK0685
 LK0685.The horizontal coordinates were established by classical geodetic methods
 LK0685.and adjusted by the National Geodetic Survey in January 1993..
 LK0685
 LK0685
 LK0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0685
 LK0685.The geoid height was determined by GEOID03.
 LK0685
 LK0685;                    North         East     Units Scale Factor Converg.
 LK0685;SPC CO N     -   409,560.133 1,075,457.299   MT  0.99995686   +1 13 24.4
 LK0685;SPC CO N     - 1,343,698.54  3,528,396.16   sFT  0.99995686   +1 13 24.4
 LK0685;UTM  13      - 4,457,698.205   618,495.495   MT  0.99977284   +0 54 02.5
 LK0685
 LK0685                          SUPERSEDED SURVEY CONTROL
 LK0685
 LK0685  NAD 83(1986)-  40 15 40.90497(N)    103 36 23.41937(W) AD(       ) 4
 LK0685  NAD 27      -  40 15 40.97500(N)    103 36 21.61500(W) AD(       ) 3
 LK0685
 LK0685.Superseded values are not recommended for survey control.
 LK0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0685.See file dsdata.txt to determine how the superseded data were derived.
 LK0685
 LK0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE1849557698(NAD 83)
 LK0685_MARKER: 63 = STACK
 LK0685
 LK0685  HISTORY     - Date     Condition        Report By
 LK0685  HISTORY     - 1934     FIRST OBSERVED   CGS
 LK0685
 LK0685                          STATION DESCRIPTION
 LK0685
 LK0685'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0686 ***********************************************************************
 LK0686  DESIGNATION -  BRUSH SUGAR REFINERY WATER TK
 LK0686  PID         -  LK0686
 LK0686  STATE/COUNTY-  CO/MORGAN
 LK0686  USGS QUAD   -  BRUSH EAST (1984)
 LK0686
 LK0686                         *CURRENT SURVEY CONTROL
 LK0686  ___________________________________________________________________
 LK0686* NAD 83(1992)-  40 15 42.95697(N)    103 36 20.96385(W)     ADJUSTED  
 LK0686* NAVD 88     -                                                        
 LK0686  ___________________________________________________________________
 LK0686  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 LK0686  GEOID HEIGHT-         -19.67  (meters)                     GEOID03
 LK0686
 LK0686  HORZ ORDER  -  THIRD
 LK0686
 LK0686.The horizontal coordinates were established by classical geodetic methods
 LK0686.and adjusted by the National Geodetic Survey in January 1993..
 LK0686
 LK0686
 LK0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0686
 LK0686.The geoid height was determined by GEOID03.
 LK0686
 LK0686;                    North         East     Units Scale Factor Converg.
 LK0686;SPC CO N     -   409,624.360 1,075,513.950   MT  0.99995687   +1 13 26.0
 LK0686;SPC CO N     - 1,343,909.25  3,528,582.02   sFT  0.99995687   +1 13 26.0
 LK0686;UTM  13      - 4,457,762.100   618,552.497   MT  0.99977301   +0 54 04.1
 LK0686
 LK0686                          SUPERSEDED SURVEY CONTROL
 LK0686
 LK0686  NAD 83(1986)-  40 15 42.94783(N)    103 36 20.96435(W) AD(       ) 4
 LK0686  NAD 27      -  40 15 43.01700(N)    103 36 19.15600(W) AD(       ) 3
 LK0686
 LK0686.Superseded values are not recommended for survey control.
 LK0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0686.See file dsdata.txt to determine how the superseded data were derived.
 LK0686
 LK0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE1855257762(NAD 83)
 LK0686_MARKER: 53 = ELEVATED TANK
 LK0686
 LK0686  HISTORY     - Date     Condition        Report By
 LK0686  HISTORY     - 1934     FIRST OBSERVED   CGS
 LK0686
 LK0686                          STATION DESCRIPTION
 LK0686
 LK0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 LK0686'THIS IS A BLACK STEEL WATER TANK, ON A BLACK STEEL TOWER.  ITS
 LK0686'CAPACITY IS 40,000 GALLONS AND ITS OVERALL HEIGHT IS 120 FEET.
 LK0686'
 LK0686'THIS TANK IS LOCATED 0.8 MILE NORTHEAST OF BRUSH, COLO., AND
 LK0686'IS REACHED BY GOING NORTH FROM U.S. HIGHWAY 6, ON COLORADO
 LK0686'AVE. FOR SIX BLOCKS, THEN TURN EAST, AND GO 0.7 MILE ON A ROAD
 LK0686'ALONG AN IRRIGATION DITCH.  THE TANK IS 50 FEET SOUTH OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0307 ***********************************************************************
 HJ0307  DESIGNATION -  BRYAN
 HJ0307  PID         -  HJ0307
 HJ0307  STATE/COUNTY-  CO/BACA
 HJ0307  USGS QUAD   -  STONINGTON SE (1978)
 HJ0307
 HJ0307                         *CURRENT SURVEY CONTROL
 HJ0307  ___________________________________________________________________
 HJ0307* NAD 83(1992)-  37 21 24.32030(N)    102 04 39.14135(W)     ADJUSTED  
 HJ0307* NAVD 88     -      1132.7    (meters)    3716.     (feet)  VERTCON   
 HJ0307  ___________________________________________________________________
 HJ0307  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 HJ0307  GEOID HEIGHT-         -24.15  (meters)                     GEOID03
 HJ0307
 HJ0307  HORZ ORDER  -  FIRST
 HJ0307
 HJ0307.The horizontal coordinates were established by classical geodetic methods
 HJ0307.and adjusted by the National Geodetic Survey in November 1994..
 HJ0307
 HJ0307.The NAVD 88 height was computed by applying the VERTCON shift value to
 HJ0307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HJ0307
 HJ0307.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0307
 HJ0307.The geoid height was determined by GEOID03.
 HJ0307
 HJ0307;                    North         East     Units Scale Factor Converg.
 HJ0307;SPC CO S     -   386,943.237 1,217,537.673   MT  0.99997989   +2 05 57.3
 HJ0307;SPC CO S     - 1,269,496.27  3,994,538.18   sFT  0.99997989   +2 05 57.3
 HJ0307;SPC KS S     -   482,669.624    83,134.181   MT  0.99998351   -2 11 54.6
 HJ0307;UTM  13      - 4,138,457.087   758,839.026   MT  1.00042537   +1 46 27.3
 HJ0307;UTM  14      - 4,138,893.974   227,422.424   MT  1.00051532   -1 52 06.7
 HJ0307
 HJ0307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0307!SPC CO S     -   0.99982606  x   0.99997989  =   0.99980596
 HJ0307!SPC KS S     -   0.99982606  x   0.99998351  =   0.99980958
 HJ0307!UTM  13      -   0.99982606  x   1.00042537  =   1.00025136
 HJ0307!UTM  14      -   0.99982606  x   1.00051532  =   1.00034129
 HJ0307
 HJ0307:                Primary Azimuth Mark                     Grid Az
 HJ0307:SPC CO S     -  BRYAN AZ MK                              113 36 05.5
 HJ0307:SPC KS S     -  BRYAN AZ MK                              117 53 57.4
 HJ0307:UTM  13      -  BRYAN AZ MK                              113 55 35.5
 HJ0307:UTM  14      -  BRYAN AZ MK                              117 34 09.5
 HJ0307
 HJ0307|---------------------------------------------------------------------|
 HJ0307| PID    Reference Object                     Distance      Geod. Az  |
 HJ0307|                                                           dddmmss.s |
 HJ0307| CM8531 BRYAN AZ MK                                        1154202.8 |
 HJ0307| CM8532 BRYAN AZ MK 2                                      1175314.5 |
 HJ0307| CM8533 BRYAN RM 1                           40.890 METERS 26637     |
 HJ0307| HJ0308 LAWYER                              APPROX. 9.7 KM 2663841.9 |
 HJ0307| HJ0309 BARTLETT RR SIDING H B S ELEV       APPROX.10.5 KM 3253911.3 |
 HJ0307| CM8534 BRYAN RM 2                           71.674 METERS 35030     |
 HJ0307|---------------------------------------------------------------------|
 HJ0307
 HJ0307                          SUPERSEDED SURVEY CONTROL
 HJ0307
 HJ0307  NAD 83(1992)-  37 21 24.32193(N)    102 04 39.13306(W) AD(       ) 1
 HJ0307  NAD 83(1986)-  37 21 24.32468(N)    102 04 39.13000(W) AD(       ) 1
 HJ0307  NAD 27      -  37 21 24.25613(N)    102 04 37.49762(W) AD(       ) 1
 HJ0307  NGVD 29 (07/19/86) 1132.3    (m)         3715.     (f) VERT ANG       
 HJ0307
 HJ0307.Superseded values are not recommended for survey control.
 HJ0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0307.See file dsdata.txt to determine how the superseded data were derived.
 HJ0307
 HJ0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB5883938457(NAD 83)
 HJ0307_MARKER: DS = TRIANGULATION STATION DISK
 HJ0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0307
 HJ0307  HISTORY     - Date     Condition        Report By
 HJ0307  HISTORY     - 1934     MONUMENTED       CGS
 HJ0307  HISTORY     - 1953     GOOD             CGS
 HJ0307  HISTORY     - 1973     SEE DESCRIPTION  NGS
 HJ0307
 HJ0307                          STATION DESCRIPTION
 HJ0307
 HJ0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 HJ0307'STATION IS 17 MILES AIRLINE NW OF RICHFIELD, KANSAS ON LAND OWNED
 HJ0307'AND OCCUPIED BY MR. FRED BRYAN, IN THE SE CORNER OF THE SAME FIELD
 HJ0307'AS THE FARM BUILDINGS.  IT IS 5 FEET W AND 5 FEET N OF WIRE FENCE,
 HJ0307'AND MARK PROJECTS 4 INCHES.
 HJ0307'
 HJ0307'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HJ0307'BRONZE DISKS SET IN CONCRETE.
 HJ0307'
 HJ0307'REFERENCE MARK NO. 1 IS W OF THE STATION, 2 FEET N OF WIRE
 HJ0307'FENCE AND PROJECTS 3 INCHES.
 HJ0307'
 HJ0307'REFERENCE MARK NO. 2 IS NNW OF STATION AND PROJECTS 3 INCHES.
 HJ0307'
 HJ0307'AZIMUTH MARK IS SE OF STATION, 41 FEET W OF CENTER LINE OF N-S
 HJ0307'ROAD, 31 FEET N OF E-W ROAD, 2 FEET W AND N OF WIRE FENCES,
 HJ0307'49 FEET NW OF ROAD INTERSECTION, AND PROJECTS 8 INCHES.
 HJ0307'
 HJ0307'STATION IS REACHED FROM JUNCTION OF STATE HIGHWAYS 12 AND 27
 HJ0307'AT S EDGE OF RICHFIELD, KANSAS BY DRIVING W ON STATE HIGHWAY
 HJ0307'27 FOR 6.2 MILES TO POINT WHERE STATE HIGHWAY 27 TURNS S.
 HJ0307'TURN N HERE AND DRIVE 1.0 MILE AND THEN TURN W ON GRADED ROAD
 HJ0307'7.8 MILES TO STATE LINE.  GO N ON MAIN ROAD 0.4 MILE AND THEN
 HJ0307'W 1.0 MILE.  AT T-INTERSECTION GO N 1.0 MILE, W 1.0 MILE TO
 HJ0307'CROSSROADS AND THENCE N 2.0 MILES AND W 0.5 MILE TO STONE
 HJ0307'HOUSE.  FROM THIS POINT GO N 2.0 MILES AND E 0.5 MILE TO LANE
 HJ0307'LEADING N.  FOLLOW LANE N 0.2 MILE TO FARM BUILDINGS AND
 HJ0307'STATION.
 HJ0307'
 HJ0307'A 25-FOOT STAND WILL CLEAR ALL LINES.
 HJ0307
 HJ0307                          STATION RECOVERY (1953)
 HJ0307
 HJ0307'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HJ0307'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 HJ0307'GOOD CONDITION EXCEPT THE AZIMUTH MARK WHICH WAS SEARCHED FOR
 HJ0307'BUT WAS NOT RECOVERED.  A NEW AZIMUTH MARK WAS ESTABLISHED.  A NEW
 HJ0307'DESCRIPTION FOLLOWS.
 HJ0307'
 HJ0307'THE STATION IS LOCATED AIRLINE, ABOUT 12 MILES EAST-SOUTHEAST
 HJ0307'OF WALSH AND 17 MILES NORTHWEST OF RICHFIELD ON LAND THAT IS OWNED
 HJ0307'AND OCCUPIED BY MR. FRED BRYAN.
 HJ0307'
 HJ0307'THE STATION IS A STANDARD DISK STAMPED BRYAN 1934 SET IN TOP
 HJ0307'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 1
 HJ0307'INCH ABOVE THE GROUND.  IT IS 11.5 FEET WEST OF A WHITE WITNESS
 HJ0307'POST, 35 FEET WEST OF THE CENTER LINE OF A DIRT ROAD AND ABOUT
 HJ0307'150 YARDS SOUTHEAST OF MR. FRED BRYANS RANCH HOME.
 HJ0307'
 HJ0307'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BRYAN
 HJ0307'NO 1 1934 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 HJ0307'IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT THE SAME ELEVATION
 HJ0307'AS THE STATION.
 HJ0307'
 HJ0307'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BRYAN
 HJ0307'NO 2 1934 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 HJ0307'IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT THE SAME ELEVATION
 HJ0307'AS THE STATION.  IT IS 41 FEET WEST OF THE CENTER LINE OF A
 HJ0307'DIRT ROAD.
 HJ0307'
 HJ0307'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BRYAN 1934 1953
 HJ0307'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HJ0307'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 5-1/2 FEET WEST OF A
 HJ0307'NORTH-SOUTH FENCE LINE, 34 FEET EAST OF THE CENTER LINE OF A
 HJ0307'DIRT ROAD AND 141 FEET SOUTHEAST OF THE CENTER LINE OF A CROSS
 HJ0307'ROAD.
 HJ0307'
 HJ0307'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 HJ0307'DIRT ROAD FOR 0.25 MILE.  TURN LEFT AND GO EAST FOR 0.5 MILE TO
 HJ0307'A CROSS ROAD AND THE AZIMUTH MARK.
 HJ0307'
 HJ0307'TO REACH THE STATION FROM THE POST OFFICE IN WALSH, GO SOUTH FOR
 HJ0307'0.3 MILE.  TURN LEFT AND GO EAST ON A DIRT ROAD FOR 7.1 MILES
 HJ0307'TO A CROSS ROAD.  TURN RIGHT AND GO SOUTH FOR 2.2 MILES.  TAKE
 HJ0307'THE LEFT FORK AND GO EAST FOR 3.5 MILES TO A SIDE ROAD LEFT.
 HJ0307'TURN LEFT ON THE SIDE ROAD AND GO NORTH FOR 0.25 MILE TO A
 HJ0307'WHITE WITNESS POST ON THE LEFT AND THE STATION.
 HJ0307
 HJ0307                          STATION RECOVERY (1973)
 HJ0307
 HJ0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 HJ0307'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 HJ0307'REFERENCE MARKS AND THE 1953 AZIMUTH MARK WERE DESTROYED PRIOR
 HJ0307'THIS DATE.  BY REQUEST OF THE PROPERTY OWNER, THE STATION MARKS
 HJ0307'WERE LOWERED THIS DATE.  THE SURFACE STATION MARK POINT WAS
 HJ0307'HELD BY A PLUM BENCH, AND WHEN THE SURFACE MONUMENT WAS REMOVED
 HJ0307'THE UNDERGROUND STATION MARK WAS FOUND STUCK TO THE BOTTOM OF
 HJ0307'THE SURFACE STATION MARK CONCRETE MONUMENT.
 HJ0307'
 HJ0307'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 HJ0307'
 HJ0307'THE STATION IS LOCATED ABOUT 12 MILES EAST-SOUTHEAST OF WALSH
 HJ0307'AND 17 MILES NORTHWEST OF RICHFIELD, IN A FIELD UNDER CULTIVATION
 HJ0307'OWNED BY MR. HAROLD BRYAN, BOX 81 ROUTE 1, WALSH, COLORADO.
 HJ0307'
 HJ0307'TO REACH THE STATION FROM THE POST OFFICE IN WALSH, GO SOUTH
 HJ0307'ON COLORADO STREET FOR 0.3 MILE TO MAPLEWOOD STREET.  TURN LEFT
 HJ0307'AND GO EAST ON PAVED STREET AND DIRT ROAD FOR 6.55 MILES TO A
 HJ0307'CROSSROAD.  BEAR RIGHT AND GO SOUTH ON DIRT ROAD FOR 2.35 MILES
 HJ0307'TO A CROSSROAD.  BEAR LEFT AND GO EAST ON DIRT ROAD FOR 3.65
 HJ0307'MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH ON DIRT ROAD FOR
 HJ0307'0.25 MILE TO THE STATION ON THE LEFT, CONTINUE NORTH ON DIRT
 HJ0307'ROAD FOR 350 FEET, THEN TURN LEFT AND GO WEST ABOUT 500 FEET TO
 HJ0307'MR.  BRYANS FARM HOME.
 HJ0307'
 HJ0307'THE STATION MARKS ARE STANDARD DISKS STAMPED BRYAN 1934 1973,
 HJ0307'THE SURFACE DISK IS SET IN THE TOP OF A 12 INCH SQUARE CONCRETE
 HJ0307'MONUMENT THAT IS 16 INCHES BELOW THE GROUND SURFACE.  IT IS
 HJ0307'81 FEET NORTHWEST OF A 6-INCH DIAMETER VENT PIPE PROJECTING ABOUT
 HJ0307'20 FEET, 65 FEET WEST OF A POWER POLE, 63 FEET WEST OF A METAL
 HJ0307'WITNESS POST AT REFERENCE MARK 5 AND 46 FEET WEST OF THE CENTER
 HJ0307'OF THE DIRT ROAD.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 HJ0307'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 HJ0307'
 HJ0307'REFERENCE MARK 3 IS A STANDARD DISK STAMPED BRYAN 1934 NO 3 1973,
 HJ0307'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A STEEL
 HJ0307'PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE AND IS FLUSH
 HJ0307'WITH THE GROUND SURFACE.  IT IS 21.5 FEET NORTH OF THE CENTER OF
 HJ0307'THE DIRT ROAD, 2 FEET SOUTH OF A POWER POLE AND 6 INCHES EAST
 HJ0307'OF A METAL WITNESS POST.
 HJ0307'
 HJ0307'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BRYAN 1934 NO 4 1973,
 HJ0307'CRIMPED TO THE TOP OF A 5/8 INCH COPPER COATED ROD WITH A STEEL
 HJ0307'PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE AND IS
 HJ0307'FLUSH WITH THE GROUND SURFACE.  IT IS 17 FEET EAST OF THE
 HJ0307'CENTER OF THE DIRT ROAD, 15.6 FEET NORTH-NORTHEAST OF A VENT
 HJ0307'PIPE 6-INCHES IN DIAMETER AND PROJECTING ABOUT 20 FEET, 2.7 FEET
 HJ0307'WEST OF CORNER POWER POLE AND 6 INCHES SOUTH OF A METAL WITNESS
 HJ0307'POST.
 HJ0307'
 HJ0307'REFERENCE MARK 5 IS A STANDARD DISK STAMPED BRYAN 1934 NO 5 1973,
 HJ0307'CRIMPED TO THE TOP OF A 5/8-INCH COPPER COATED ROD WITH A STEEL
 HJ0307'PLATE BOLTED AT THE BOTTOM, ENCASED IN A PLASTIC PIPE AND IS
 HJ0307'FLUSH WITH THE GROUND SURFACE.  IT IS 50.5 FEET NORTH OF THE
 HJ0307'6-INCH DIAMETER VENT PIPE PROJECTING ABOUT 20 FEET, 17 FEET EAST
 HJ0307'OF THE CENTER OF THE DIRT ROAD, 2.5 FEET WEST OF THE POWER POLE
 HJ0307'AND 6 INCHES NORTH OF A METAL WITNESS POST.
 HJ0307'
 HJ0307'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES
 HJ0307'EAST-SOUTHEAST OF WALSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2009 ***********************************************************************
 KK2009  DESIGNATION -  BRYAN
 KK2009  PID         -  KK2009
 KK2009  STATE/COUNTY-  CO/BOULDER
 KK2009  USGS QUAD   -  NEDERLAND (1972)
 KK2009
 KK2009                         *CURRENT SURVEY CONTROL
 KK2009  ___________________________________________________________________
 KK2009* NAD 83(1992)-  39 56 25.38720(N)    105 37 01.73857(W)     ADJUSTED  
 KK2009* NAVD 88     -      3292.     (meters)   10801.     (feet)  VERTCON   
 KK2009  ___________________________________________________________________
 KK2009  LAPLACE CORR-         -13.46  (seconds)                    DEFLEC99
 KK2009  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 KK2009
 KK2009  HORZ ORDER  -  THIRD
 KK2009
 KK2009.The horizontal coordinates were established by classical geodetic methods
 KK2009.and adjusted by the National Geodetic Survey in January 1993..
 KK2009
 KK2009.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2009
 KK2009.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2009
 KK2009.The geoid height was determined by GEOID03.
 KK2009
 KK2009;                    North         East     Units Scale Factor Converg.
 KK2009;SPC CO N     -   372,208.033   904,389.567   MT  0.99997143   -0 04 32.5
 KK2009;SPC CO N     - 1,221,152.52  2,967,151.44   sFT  0.99997143   -0 04 32.5
 KK2009;UTM  13      - 4,421,322.912   447,274.331   MT  0.99963422   -0 23 46.4
 KK2009
 KK2009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2009!SPC CO N     -   0.99948588  x   0.99997143  =   0.99945732
 KK2009!UTM  13      -   0.99948588  x   0.99963422  =   0.99912028
 KK2009
 KK2009:                Primary Azimuth Mark                     Grid Az
 KK2009:SPC CO N     -  CARIBOU                                  003 58 17.3
 KK2009:UTM  13      -  CARIBOU                                  004 17 31.2
 KK2009
 KK2009|---------------------------------------------------------------------|
 KK2009| PID    Reference Object                     Distance      Geod. Az  |
 KK2009|                                                           dddmmss.s |
 KK2009| LL1354 CARIBOU                             APPROX. 8.2 KM 0035344.8 |
 KK2009|---------------------------------------------------------------------|
 KK2009
 KK2009                          SUPERSEDED SURVEY CONTROL
 KK2009
 KK2009  NAD 83(1986)-  39 56 25.38503(N)    105 37 01.73282(W) AD(       ) 3
 KK2009  NAD 27      -  39 56 25.43627(N)    105 36 59.73529(W) AD(       ) 3
 KK2009  NGVD 29 (07/19/86) 3290.     (m)        10794.     (f) VERT ANG       
 KK2009
 KK2009.Superseded values are not recommended for survey control.
 KK2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2009.See file dsdata.txt to determine how the superseded data were derived.
 KK2009
 KK2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE4727421323(NAD 83)
 KK2009
 KK2009  HISTORY     - Date     Condition        Report By
 KK2009  HISTORY     - 1941     MONUMENTED       USGS
 KK2009  HISTORY     - 1972     GOOD             USGS
 KK2009  HISTORY     - 19950908 GOOD             USPSQD
 KK2009  HISTORY     - 20010331 GOOD             NGS
 KK2009
 KK2009                          STATION DESCRIPTION
 KK2009
 KK2009'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KK2009'STATION IS LOCATED ON A ROCKY BARE TOPPED HILL, ABOUT 0.5 MI. S. OF
 KK2009'LOST LAKE.  TAKE RD. THROUGH EL DORA, COLORADO, FOLLOW THROUGH TO
 KK2009'LOST LAKE, GO UP GULCH IN DIRECTION OF JAMES PEAK.  ARRIVING IN
 KK2009'SADDLE, TURN S. TO TOP OF MOUNTAIN.  THIS MOUNTAIN IS KNOWN AS BRYAN
 KK2009'MOUNTAIN.
 KK2009'
 KK2009'STATION MARK--A STANDARD BRONZE TABLET CEMENTED IN SOLID ROCK, STAMPED
 KK2009'---BRYAN R 1941---.
 KK2009'
 KK2009'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE TABLET CEMENTED IN
 KK2009'SOLID ROCK, STAMPED ---NO. 1---, 13.77 FT. DISTANT FROM STATION MARK,
 KK2009'N 19 DEG 18 MIN E.
 KK2009'
 KK2009'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE TABLET CEMENTED IN
 KK2009'SOLID ROCK, STAMPED ---NO. 2---, 21.91 FT. DISTANT FROM STATION MARK,
 KK2009'S 76 DEG 57 MIN E.
 KK2009
 KK2009                          STATION RECOVERY (1995)
 KK2009
 KK2009'RECOVERY NOTE BY US POWER SQUADRON 1995
 KK2009'RECOVERED IN GOOD CONDITION.
 KK2009
 KK2009                          STATION RECOVERY (2001)
 KK2009
 KK2009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KK2009'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8178 ***********************************************************************
 AA8178  DESIGNATION -  BRYBEC
 AA8178  PID         -  AA8178
 AA8178  STATE/COUNTY-  CO/ADAMS
 AA8178  USGS QUAD   -  BENNETT (1975)
 AA8178
 AA8178                         *CURRENT SURVEY CONTROL
 AA8178  ___________________________________________________________________
 AA8178* NAD 83(1992)-  39 49 12.45011(N)    104 24 50.86526(W)     ADJUSTED  
 AA8178* NAVD 88     -      1629.0    (meters)    5344.     (feet)  GPS OBS   
 AA8178  ___________________________________________________________________
 AA8178  X           -  -1,221,433.160 (meters)                     COMP
 AA8178  Y           -  -4,752,302.516 (meters)                     COMP
 AA8178  Z           -   4,063,697.403 (meters)                     COMP
 AA8178  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 AA8178  ELLIP HEIGHT-        1610.65  (meters)          (12/03/02) GPS OBS
 AA8178  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 AA8178
 AA8178  HORZ ORDER  -  FIRST
 AA8178  ELLP ORDER  -  FOURTH    CLASS II
 AA8178
 AA8178.The horizontal coordinates were established by GPS observations
 AA8178.and adjusted by the National Geodetic Survey in September 1995..
 AA8178
 AA8178.The orthometric height was determined by GPS observations and a
 AA8178.high-resolution geoid model.
 AA8178
 AA8178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8178
 AA8178.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8178
 AA8178.The ellipsoidal height was determined by GPS observations
 AA8178.and is referenced to NAD 83.
 AA8178
 AA8178.The geoid height was determined by GEOID03.
 AA8178
 AA8178;                    North         East     Units Scale Factor Converg.
 AA8178;SPC CO N     -   359,418.149 1,007,367.642   MT  0.99998491   +0 42 05.8
 AA8178;SPC CO N     - 1,179,191.04  3,305,005.34   sFT  0.99998491   +0 42 05.8
 AA8178;UTM  13      - 4,407,957.334   550,140.884   MT  0.99963095   +0 22 30.7
 AA8178
 AA8178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8178!SPC CO N     -   0.99974738  x   0.99998491  =   0.99973230
 AA8178!UTM  13      -   0.99974738  x   0.99963095  =   0.99937843
 AA8178
 AA8178                          SUPERSEDED SURVEY CONTROL
 AA8178
 AA8178  ELLIP H (09/27/95) 1610.68   (m)                       GP(       ) 1 1
 AA8178
 AA8178.Superseded values are not recommended for survey control.
 AA8178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8178.See file dsdata.txt to determine how the superseded data were derived.
 AA8178
 AA8178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE5014107957(NAD 83)
 AA8178_MARKER: DH = HORIZONTAL CONTROL DISK
 AA8178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8178_STAMPING: BRYBEC 1995
 AA8178_MARK LOGO: NGS   
 AA8178_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA8178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8178+STABILITY: SURFACE MOTION
 AA8178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8178+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1999
 AA8178
 AA8178  HISTORY     - Date     Condition        Report By
 AA8178  HISTORY     - 1995     MONUMENTED       CODOT
 AA8178  HISTORY     - 19990204 GOOD             JRENG
 AA8178
 AA8178                          STATION DESCRIPTION
 AA8178
 AA8178'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (KAW)
 AA8178'THE STATION WILL BE USED DURING A GPS PROJECT. THE STATION IS LOCATED
 AA8178'ABOUT 5 MI (8.0 KM) NORTH OF BENNETT AT STATE HIGHWAY 79 MILEPOST 6.4
 AA8178'IN THE NORTHWEST 1/4 OF SECTION 2, T 3 S, R 63 W, 6TH P.M.
 AA8178'OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION (CDOT). TO REACH THE
 AA8178'STATION FROM THE I-70 BENNETT EXIT (EXIT 304), PROCEED NORTH ON STATE
 AA8178'HIGHWAY 79 FOR 1.2 MI (1.9 KM) TO STATE HGIHWAY 36, TURN RIGHT AND
 AA8178'PROCEED EAST ON STATE HIGHWAY 79 AND 36 FOR 0.25 MI (0.40 KM) TO THE
 AA8178'JUNCTION OF STATE HIGHWAY 79 (ADAMS ST), TURN LEFT ON STATE HIGHWAY 79
 AA8178'AND PROCEED NORTH FOR 5.1 MILES (8.2 KM) TO THE STATION ON THE RIGHT.
 AA8178'THE STATION IS A BRASS DISK SET IN THE TOP OF A CONCRETE POST SET
 AA8178'FLUSH WITH THE GROUND.  IT IS 30.2 FT (9.2 M) EAST OF THE CENTER OF
 AA8178'STATE HIGHWAY 79, 64.2 FT (19.6 M) SOUTHWEST OF A POWER POLE, 8.0 FT
 AA8178'(2.4 M) WEST OF A BARBED WIRE FENCE, 4.1 FT (1.2 M) NORTH OF A
 AA8178'FIBERGLASS CDOT WITNESS POST, 2.7 FT (0.8 M) SOUTH OF A FIBERGLASS
 AA8178'CDOT WITNESS POST, AND 1.0 FT (0.3 M) BELOW THE HIGHWAY.  IT IS IN
 AA8178'FRONT OF THE RESIDENCE AT 6920 STATE HIGHWAY 79. DESCRIPTION BY K.A.
 AA8178'WILLIAMS.
 AA8178
 AA8178                          STATION RECOVERY (1999)
 AA8178
 AA8178'RECOVERY NOTE BY JR ENGINEERING LTD 1999 (TGB)
 AA8178'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0419 ***********************************************************************
 JM0419  DESIGNATION -  BSIG 1
 JM0419  PID         -  JM0419
 JM0419  STATE/COUNTY-  CO/SAN MIGUEL
 JM0419  USGS QUAD   -  ANDERSON MESA (1994)
 JM0419
 JM0419                         *CURRENT SURVEY CONTROL
 JM0419  ___________________________________________________________________
 JM0419* NAD 83(1992)-  38 07 56.63722(N)    108 55 48.93959(W)     ADJUSTED  
 JM0419* NAVD 88     -      2082.2    (meters)    6831.     (feet)  VERTCON   
 JM0419  ___________________________________________________________________
 JM0419  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 JM0419  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 JM0419
 JM0419  HORZ ORDER  -  THIRD
 JM0419
 JM0419.The horizontal coordinates were established by classical geodetic methods
 JM0419.and adjusted by the National Geodetic Survey in November 1997..
 JM0419
 JM0419.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0419
 JM0419.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0419
 JM0419.The geoid height was determined by GEOID03.
 JM0419
 JM0419;                    North         East     Units Scale Factor Converg.
 JM0419;SPC CO S     -   472,996.563   613,735.994   MT  0.99995891   -2 06 14.6
 JM0419;SPC CO S     - 1,551,822.89  2,013,565.51   sFT  0.99995891   -2 06 14.6
 JM0419;UTM  12      - 4,222,528.779   681,399.826   MT  1.00000528   +1 16 42.1
 JM0419
 JM0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0419!SPC CO S     -   0.99967635  x   0.99995891  =   0.99963527
 JM0419!UTM  12      -   0.99967635  x   1.00000528  =   0.99968162
 JM0419
 JM0419:                Primary Azimuth Mark                     Grid Az
 JM0419:SPC CO S     -  ISLAND                                   301 55 35.6
 JM0419:UTM  12      -  ISLAND                                   298 32 38.9
 JM0419
 JM0419|---------------------------------------------------------------------|
 JM0419| PID    Reference Object                     Distance      Geod. Az  |
 JM0419|                                                           dddmmss.s |
 JM0419| JM0421 ISLAND                              APPROX. 4.4 KM 2994921.0 |
 JM0419|---------------------------------------------------------------------|
 JM0419
 JM0419                          SUPERSEDED SURVEY CONTROL
 JM0419
 JM0419  NAD 83(1992)-  38 07 56.63175(N)    108 55 48.94162(W) AD(       ) 3
 JM0419  NAD 83(1986)-  38 07 56.62922(N)    108 55 48.93837(W) AD(       ) 3
 JM0419  NAD 27      -  38 07 56.65905(N)    108 55 46.56233(W) AD(       ) 3
 JM0419  NGVD 29 (07/19/86) 2081.1    (m)         6828.     (f) VERT ANG       
 JM0419
 JM0419.Superseded values are not recommended for survey control.
 JM0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0419.See file dsdata.txt to determine how the superseded data were derived.
 JM0419
 JM0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH8140022529(NAD 83)
 JM0419_MARKER: DD = SURVEY DISK
 JM0419_SETTING: 66 = SET IN ROCK OUTCROP
 JM0419_SP_SET: SET IN ROCK OUTCROP
 JM0419_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0419+STABILITY: POSITION/ELEVATION WELL
 JM0419
 JM0419  HISTORY     - Date     Condition        Report By
 JM0419  HISTORY     - 1948     MONUMENTED       USGS
 JM0419
 JM0419                          STATION DESCRIPTION
 JM0419
 JM0419'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 JM0419'STATION IS LOCATED ON RIDGE ON S. SIDE OF LITTLE GYPSUM VALLEY, ABOUT
 JM0419'2 MI. E. OF ISLAND MESA.
 JM0419'
 JM0419'TO REACH FROM LA SAL, UTAH, POST OFFICE, TAKE HIGHWAY 61 W. 2.7 MI.,
 JM0419'TURN LEFT (S.) 18.2 MI. OR 12.2 MI. PAST BIG INDIAN MINE TO FORKS,
 JM0419'TAKE LEFT FORK 12.4 MI. OR 1.1 MI. E. OF ISLAND MESA.  STATION CAN BE
 JM0419'REACHED ON FOOT BY PROCEEDING E. ALONG RIDGE 2.0 MI. TO HIGH WOODED
 JM0419'PEAK.
 JM0419'
 JM0419'STATION MARK--STANDARD REFERENCE TABLET, STAMPED ---BSIG-1 1948---,
 JM0419'AND SET IN SOLID ROCK.
 JM0419'
 JM0419'REFERENCE MARK NO. 1--CHISELED ARROW, ON ROCK, 31.3 FT. FROM
 JM0419'STATION, N 21 DEG 53 MIN E.
 JM0419'
 JM0419'REFERENCE MARK NO. 2--CHISELED ARROW, ON ROCK, 18.9 FT. FROM
 JM0419'STATION, N 43 DEG 08 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1358 ***********************************************************************
 LL1358  DESIGNATION -  BUCHANAN
 LL1358  PID         -  LL1358
 LL1358  STATE/COUNTY-  CO/BOULDER
 LL1358  USGS QUAD   -  ISOLATION PEAK (1973)
 LL1358
 LL1358                         *CURRENT SURVEY CONTROL
 LL1358  ___________________________________________________________________
 LL1358* NAD 83(1992)-  40 08 16.74820(N)    105 37 47.67239(W)     ADJUSTED  
 LL1358* NAVD 88     -      3778.4    (meters)   12396.     (feet)  VERTCON   
 LL1358  ___________________________________________________________________
 LL1358  LAPLACE CORR-         -11.36  (seconds)                    DEFLEC99
 LL1358  GEOID HEIGHT-         -12.30  (meters)                     GEOID03
 LL1358
 LL1358  HORZ ORDER  -  THIRD
 LL1358
 LL1358.The horizontal coordinates were established by classical geodetic methods
 LL1358.and adjusted by the National Geodetic Survey in January 1993..
 LL1358
 LL1358.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1358
 LL1358.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1358
 LL1358.The geoid height was determined by GEOID03.
 LL1358
 LL1358;                    North         East     Units Scale Factor Converg.
 LL1358;SPC CO N     -   394,149.364   903,331.221   MT  0.99995877   -0 05 02.2
 LL1358;SPC CO N     - 1,293,138.37  2,963,679.18   sFT  0.99995877   -0 05 02.2
 LL1358;UTM  13      - 4,443,262.607   446,339.357   MT  0.99963545   -0 24 21.8
 LL1358
 LL1358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1358!SPC CO N     -   0.99940953  x   0.99995877  =   0.99936833
 LL1358!UTM  13      -   0.99940953  x   0.99963545  =   0.99904520
 LL1358
 LL1358:                Primary Azimuth Mark                     Grid Az
 LL1358:SPC CO N     -  LONGS PEAK                               005 36 57.5
 LL1358:UTM  13      -  LONGS PEAK                               005 56 17.1
 LL1358
 LL1358|---------------------------------------------------------------------|
 LL1358| PID    Reference Object                     Distance      Geod. Az  |
 LL1358|                                                           dddmmss.s |
 LL1358| LL1346 LONGS PEAK                          APPROX.13.1 KM 0053155.3 |
 LL1358|---------------------------------------------------------------------|
 LL1358
 LL1358                          SUPERSEDED SURVEY CONTROL
 LL1358
 LL1358  NAD 83(1986)-  40 08 16.74486(N)    105 37 47.66621(W) AD(       ) 3
 LL1358  NAD 27      -  40 08 16.79076(N)    105 37 45.66255(W) AD(       ) 3
 LL1358  NGVD 29 (07/19/86) 3776.8    (m)        12391.     (f) VERT ANG       
 LL1358
 LL1358.Superseded values are not recommended for survey control.
 LL1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1358.See file dsdata.txt to determine how the superseded data were derived.
 LL1358
 LL1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE4633943263(NAD 83)
 LL1358_MARKER: DD = SURVEY DISK
 LL1358_SETTING: 66 = SET IN ROCK OUTCROP
 LL1358_SP_SET: SET IN ROCK OUTCROP
 LL1358_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL1358+STABILITY: POSITION/ELEVATION WELL
 LL1358
 LL1358  HISTORY     - Date     Condition        Report By
 LL1358  HISTORY     - 1955     MONUMENTED       USGS
 LL1358
 LL1358                          STATION DESCRIPTION
 LL1358
 LL1358'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LL1358'TO REACH FROM RAYMOND, JUNCTION STATE HIGHWAYS 7 AND 160, FOLLOW 160
 LL1358'FOR 4.5 MI., TURN RIGHT ON DIRT RD. AND GO 5.3 MI. TO SIGN
 LL1358'--BUCHANAN PASS 3 MILES--, PROCEED ON FOOT TO PASS, TURN RIGHT (N.)
 LL1358'AND PROCEED TO TOP AND STATION.  ABOUT A 3-1/2 HOUR PACK.
 LL1358'
 LL1358'STATION MARK--A STANDARD TABLET STAMPED ---BUCHANAN 1955---, CEMENTED
 LL1358'IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0623 ***********************************************************************
 LK0623  DESIGNATION -  BUCHANAN COUNTY RADIO MAST
 LK0623  PID         -  LK0623
 LK0623  STATE/COUNTY-  CO/LOGAN
 LK0623  USGS QUAD   -  PADRONI NW (1951)
 LK0623
 LK0623                         *CURRENT SURVEY CONTROL
 LK0623  ___________________________________________________________________
 LK0623* NAD 83(1992)-  40 53 29.43741(N)    103 13 45.88838(W)     ADJUSTED  
 LK0623* NAVD 88     -                                                        
 LK0623  ___________________________________________________________________
 LK0623  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 LK0623  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 LK0623
 LK0623  HORZ ORDER  -  THIRD
 LK0623
 LK0623.The horizontal coordinates were established by classical geodetic methods
 LK0623.and adjusted by the National Geodetic Survey in January 1993..
 LK0623
 LK0623
 LK0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0623
 LK0623.The geoid height was determined by GEOID03.
 LK0623
 LK0623;                    North         East     Units Scale Factor Converg.
 LK0623;SPC CO N     -   480,263.682 1,105,733.740   MT  1.00001934   +1 28 01.6
 LK0623;SPC CO N     - 1,575,665.10  3,627,728.11   sFT  1.00001934   +1 28 01.6
 LK0623;SPC NE       -   122,567.080   227,988.316   MT  0.99971567   -2 08 24.4
 LK0623;UTM  13      - 4,528,222.754   649,156.381   MT  0.99987383   +1 09 33.4
 LK0623
 LK0623                          SUPERSEDED SURVEY CONTROL
 LK0623
 LK0623  NAD 83(1986)-  40 53 29.43456(N)    103 13 45.88728(W) AD(       ) 4
 LK0623  NAD 27      -  40 53 29.48600(N)    103 13 44.16000(W) AD(       ) 3
 LK0623
 LK0623.Superseded values are not recommended for survey control.
 LK0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0623.See file dsdata.txt to determine how the superseded data were derived.
 LK0623
 LK0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF4915628223(NAD 83)
 LK0623_MARKER: 42 = RADIO/TV MAST
 LK0623
 LK0623  HISTORY     - Date     Condition        Report By
 LK0623  HISTORY     - 1963     FIRST OBSERVED   CGS
 LK0623  HISTORY     - 1964     GOOD             CGS
 LK0623
 LK0623                          STATION DESCRIPTION
 LK0623
 LK0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 LK0623'THE STATION IS THE TOP CENTER OF AN UNLIGHTED TRIANGULAR
 LK0623'SHAPED STEEL MAST, 150 FEET IN HEIGHT.  IT IS LOCATED ON A
 LK0623'GRASSY HILL JUST NORTH OF A GRAVEL PIT ABOUT 5-1/2 MILES
 LK0623'NORTHWEST OF BUCHANAN AND 8-1/2 MILES SOUTHWEST OF PEETZ.
 LK0623'THE MAST IS ALTERNATELY PAINTED RED AND WHITE.
 LK0623
 LK0623                          STATION RECOVERY (1964)
 LK0623
 LK0623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (BMK)
 LK0623'THE STATION IS LOCATED ABOUT 8 MILES NORTH AND 3 MILES WEST
 LK0623'OF PADRONI.
 LK0623'
 LK0623'TO REACH THE STATION FROM THE POST OFFICE IN PADRONI, GO EAST
 LK0623'1/2 BLOCK, TURN RIGHT, GO SOUTH FOR 0.15 MILE, TURN RIGHT,
 LK0623'GO WEST FOR 3 MILES TO A T ROAD.  TURN RIGHT, GO NORTH ON A
 LK0623'PAVED ROAD FOR 7.8 MILES TO THE STATION ON THE LEFT.
 LK0623'
 LK0623'THE STATION IS THE TOP AND CENTER OF A STEEL TRUSSWORK STRUCTURE,
 LK0623'PAINTED ALTERNATELY RED AND WHITE IN COLOR WITH AN OVERALL
 LK0623'HEIGHT OF 140 FEET.
 LK0623'
 LK0623'THE APEX OF THE MAST WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0625 ***********************************************************************
 LK0625  DESIGNATION -  BUCHANAN WESTERN UNION MAST
 LK0625  PID         -  LK0625
 LK0625  STATE/COUNTY-  CO/LOGAN
 LK0625  USGS QUAD   -  PADRONI NW (1951)
 LK0625
 LK0625                         *CURRENT SURVEY CONTROL
 LK0625  ___________________________________________________________________
 LK0625* NAD 83(1992)-  40 53 37.22277(N)    103 13 40.16307(W)     ADJUSTED  
 LK0625* NAVD 88     -                                                        
 LK0625  ___________________________________________________________________
 LK0625  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 LK0625  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 LK0625
 LK0625  HORZ ORDER  -  THIRD
 LK0625
 LK0625.The horizontal coordinates were established by classical geodetic methods
 LK0625.and adjusted by the National Geodetic Survey in January 1993..
 LK0625
 LK0625
 LK0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0625
 LK0625.The geoid height was determined by GEOID03.
 LK0625
 LK0625;                    North         East     Units Scale Factor Converg.
 LK0625;SPC CO N     -   480,507.201 1,105,861.570   MT  1.00001977   +1 28 05.3
 LK0625;SPC CO N     - 1,576,464.04  3,628,147.50   sFT  1.00001977   +1 28 05.3
 LK0625;SPC NE       -   122,802.003   228,131.171   MT  0.99971527   -2 08 20.6
 LK0625;UTM  13      - 4,528,465.548   649,285.498   MT  0.99987430   +1 09 37.4
 LK0625
 LK0625                          SUPERSEDED SURVEY CONTROL
 LK0625
 LK0625  NAD 83(1986)-  40 53 37.21990(N)    103 13 40.16193(W) AD(       ) 4
 LK0625  NAD 27      -  40 53 37.27000(N)    103 13 38.42800(W) AD(       ) 3
 LK0625
 LK0625.Superseded values are not recommended for survey control.
 LK0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0625.See file dsdata.txt to determine how the superseded data were derived.
 LK0625
 LK0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF4928528466(NAD 83)
 LK0625_MARKER: 44 = MICROWAVE MAST
 LK0625
 LK0625  HISTORY     - Date     Condition        Report By
 LK0625  HISTORY     - 1963     FIRST OBSERVED   CGS
 LK0625  HISTORY     - 1963     GOOD             CGS
 LK0625
 LK0625                          STATION DESCRIPTION
 LK0625
 LK0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 LK0625'THE STATION IS THE TOP RED LIGHT ON THE NORTHEAST ONE OF TWO
 LK0625'TRIANGULAR SHAPED STEEL MASTS, CONNECTED AT THE TOP BY A STEEL
 LK0625'STRUCTURE WITH FOUR MICROWAVE DISKS ATTACHED.  THE MASTS
 LK0625'STRADDLE A WHITE CONCRETE BLOCK BUILDING AND ARE PAINTED
 LK0625'RED AND WHITE.  THE STATION IS LOCATED ABOUT 5-1/2 MILES
 LK0625'NORTHWEST OF BUCHANAN AND 8 MILES SOUTHWEST OF PEETZ.
 LK0625
 LK0625                          STATION RECOVERY (1963)
 LK0625
 LK0625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 LK0625'THE STATION IS LOCATED ABOUT 8 MILES NORTH AND 3 MILES WEST
 LK0625'OF THE TOWN OF PADRONI.
 LK0625'
 LK0625'TO REACH THE STATION FROM THE POST OFFICE IN PADRONI, GO EAST
 LK0625'FOR 1/2 BLOCK TO A CROSSROADS, TURN RIGHT, GO SOUTH FOR 0.15
 LK0625'MILE, TURN RIGHT, GO WEST FOR 3 MILES TO A T ROAD.  TURN RIGHT,
 LK0625'GO NORTH ON A PAVED ROAD FOR 7.95 MILES TO THE STATION ON
 LK0625'THE RIGHT.
 LK0625'
 LK0625'THE STATION IS A DOUBLE MAST JOINED TOGETHER AT THE TOP BY A
 LK0625'STEEL BRACE.  IT IS A STEEL STRUCTURE, PAINTED ALTERNATELY
 LK0625'RED AND WHITE IN COLOR, WITH FOUR REFLECTORS AT THE TOP AND
 LK0625'IS APPROXIMATELY 200 FEET IN HEIGHT.  IT HAS A FLASHING RED
 LK0625'LIGHT AT THE NORTHEAST CORNER AND TOP OF MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0583 ***********************************************************************
 HL0583  DESIGNATION -  BUCK
 HL0583  PID         -  HL0583
 HL0583  STATE/COUNTY-  CO/HINSDALE
 HL0583  USGS QUAD   -  SLUMGULLION PASS (1986)
 HL0583
 HL0583                         *CURRENT SURVEY CONTROL
 HL0583  ___________________________________________________________________
 HL0583* NAD 83(1992)-  37 55 33.49038(N)    107 13 30.14051(W)     ADJUSTED  
 HL0583* NAVD 88     -      3676.4    (meters)   12062.     (feet)  VERTCON   
 HL0583  ___________________________________________________________________
 HL0583  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 HL0583  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 HL0583
 HL0583  HORZ ORDER  -  THIRD
 HL0583
 HL0583.The horizontal coordinates were established by classical geodetic methods
 HL0583.and adjusted by the National Geodetic Survey in January 1993..
 HL0583
 HL0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0583
 HL0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0583
 HL0583.The geoid height was determined by GEOID03.
 HL0583
 HL0583;                    North         East     Units Scale Factor Converg.
 HL0583;SPC CO S     -   445,963.686   762,751.927   MT  0.99994668   -1 03 29.2
 HL0583;SPC CO S     - 1,463,132.53  2,502,461.95   sFT  0.99994668   -1 03 29.2
 HL0583;UTM  13      - 4,199,935.843   304,439.165   MT  1.00007105   -1 22 04.9
 HL0583
 HL0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0583!SPC CO S     -   0.99942582  x   0.99994668  =   0.99937253
 HL0583!UTM  13      -   0.99942582  x   1.00007105  =   0.99949683
 HL0583
 HL0583:                Primary Azimuth Mark                     Grid Az
 HL0583:SPC CO S     -  BLACK                                    181 26 19.7
 HL0583:UTM  13      -  BLACK                                    181 44 55.4
 HL0583
 HL0583|---------------------------------------------------------------------|
 HL0583| PID    Reference Object                     Distance      Geod. Az  |
 HL0583|                                                           dddmmss.s |
 HL0583| HL0578 BLACK                               APPROX. 9.9 KM 1802250.5 |
 HL0583|---------------------------------------------------------------------|
 HL0583
 HL0583                          SUPERSEDED SURVEY CONTROL
 HL0583
 HL0583  NAD 83(1986)-  37 55 33.48688(N)    107 13 30.14400(W) AD(       ) 3
 HL0583  NAD 27      -  37 55 33.49462(N)    107 13 27.94792(W) AD(       ) 3
 HL0583  NGVD 29 (07/19/86) 3674.5    (m)        12055.     (f) VERT ANG       
 HL0583
 HL0583.Superseded values are not recommended for survey control.
 HL0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0583.See file dsdata.txt to determine how the superseded data were derived.
 HL0583
 HL0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB0443999936(NAD 83)
 HL0583_MARKER: DD = SURVEY DISK
 HL0583_SETTING: 66 = SET IN ROCK OUTCROP
 HL0583_SP_SET: SET IN ROCK OUTCROP
 HL0583_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0583+STABILITY: POSITION/ELEVATION WELL
 HL0583
 HL0583  HISTORY     - Date     Condition        Report By
 HL0583  HISTORY     - 1956     MONUMENTED       USGS
 HL0583
 HL0583                          STATION DESCRIPTION
 HL0583
 HL0583'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 HL0583'STATION LOCATED IN HINSDALE COUNTY, 8 -AIR- MI. SE. OF LAKE CITY,
 HL0583'COLORADO, 3.5 -AIR- MI. W. OF SPRING CREEK PASS, ON THE HIGHEST POINT
 HL0583'OF JAROSA MESA.
 HL0583'
 HL0583'TO REACH STATION FROM CREEDE P.O., GO SW. OUT OF CREEDE AND FOLLOW
 HL0583'STATE HWY. 149 33.2 MI. TO TOP OF SPRING CREEK PASS, TAKE JEEP TRAIL
 HL0583'W. ALONG LA GARITA STOCK DRIVEWAY 5.4 MI., LEAVE DIM TRACKS AND GO NE.
 HL0583'TO EDGE OF BUCK BRUSH, PACK NE. TO HIGHEST POINT AND STATION.
 HL0583'APPROX. PACK TIME 15 MIN.
 HL0583'
 HL0583'STATION MARK - STANDARD TABLET SET IN AN EMBEDDED ROCK STAMPED
 HL0583'--- BUCK 1956 ---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0651 ***********************************************************************
 LM0651  DESIGNATION -  BUCK
 LM0651  PID         -  LM0651
 LM0651  STATE/COUNTY-  CO/MOFFAT
 LM0651  USGS QUAD   -  SLIDE MOUNTAIN (1973)
 LM0651
 LM0651                         *CURRENT SURVEY CONTROL
 LM0651  ___________________________________________________________________
 LM0651* NAD 83(1992)-  40 40 38.96714(N)    107 19 02.95779(W)     ADJUSTED  
 LM0651* NAVD 88     -      2409.9    (meters)    7906.     (feet)  VERTCON   
 LM0651  ___________________________________________________________________
 LM0651  LAPLACE CORR-           7.86  (seconds)                    DEFLEC99
 LM0651  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 LM0651
 LM0651  HORZ ORDER  -  SECOND
 LM0651
 LM0651.The horizontal coordinates were established by classical geodetic methods
 LM0651.and adjusted by the National Geodetic Survey in January 1993..
 LM0651
 LM0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0651
 LM0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0651
 LM0651.The geoid height was determined by GEOID03.
 LM0651
 LM0651;                    North         East     Units Scale Factor Converg.
 LM0651;SPC CO N     -   455,621.729   760,757.325   MT  0.99998454   -1 10 27.6
 LM0651;SPC CO N     - 1,494,818.96  2,495,917.99   sFT  0.99998454   -1 10 27.6
 LM0651;UTM  13      - 4,505,539.064   304,140.625   MT  1.00007219   -1 30 39.7
 LM0651
 LM0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0651!SPC CO N     -   0.99962426  x   0.99998454  =   0.99960881
 LM0651!UTM  13      -   0.99962426  x   1.00007219  =   0.99969643
 LM0651
 LM0651|---------------------------------------------------------------------|
 LM0651| PID    Reference Object                     Distance      Geod. Az  |
 LM0651|                                                           dddmmss.s |
 LM0651| CP4605 BUCK RM 1                             4.102 METERS 08445     |
 LM0651| CP4604 BUCK AZ MK                                         1091215.0 |
 LM0651| CP4606 BUCK RM 2                             5.352 METERS 19833     |
 LM0651|---------------------------------------------------------------------|
 LM0651
 LM0651                          SUPERSEDED SURVEY CONTROL
 LM0651
 LM0651  NAD 83(1986)-  40 40 38.96508(N)    107 19 02.95119(W) AD(       ) 2
 LM0651  NAD 27      -  40 40 39.06300(N)    107 19 00.73700(W) AD(       ) 2
 LM0651  NGVD 29 (07/19/86) 2408.6    (m)         7902.     (f) VERT ANG       
 LM0651
 LM0651.Superseded values are not recommended for survey control.
 LM0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0651.See file dsdata.txt to determine how the superseded data were derived.
 LM0651
 LM0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF0414105539(NAD 83)
 LM0651_MARKER: DS = TRIANGULATION STATION DISK
 LM0651_SETTING: 80 = SET IN A BOULDER
 LM0651_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LM0651
 LM0651  HISTORY     - Date     Condition        Report By
 LM0651  HISTORY     - 1949     MONUMENTED       CGS
 LM0651  HISTORY     - 1953     GOOD             FAS
 LM0651
 LM0651                          STATION DESCRIPTION
 LM0651
 LM0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LM0651'THE STATION IS LOCATED ABOUT 16 MILES AIR LINE NORTHEAST OF
 LM0651'CRAIG, ABOUT 14 MILES AIR LINE NORTH-NORTHWEST OF HAYDEN, ABOUT
 LM0651'1/2 MILE AIR LINE WEST OF THE MOFFAT-ROUTT COUNTY LINE ON WHAT
 LM0651'IS LOCALLY KNOWN AS BUCK MOUNTAIN.  THE STATION HILL IS A
 LM0651'LOW BRUSH-COVERED HILL WITH SCATTERED SCRUB OAK ON TOP.  THE
 LM0651'EAST SIDE OF THE HILL DROPS OFF SHARPLY AND SLOPES GRADUALLY
 LM0651'TO THE WEST.  THE STATION MARK IS SET ON THE SOUTHEASTERN
 LM0651'PART OF THE HILL, PROJECTS 6 INCHES AND IS STAMPED, BUCK 1949.
 LM0651'
 LM0651'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 INCHES LOWER THAN THE
 LM0651'STATION, PROJECTS 10 INCHES AND IS STAMPED, BUCK NO 1 1949.
 LM0651'
 LM0651'REFERENCE MARK NO. 2 IS APPROXIMATELY 6 INCHES LOWER THAN THE
 LM0651'STATION, PROJECTS 6 INCHES AND IS STAMPED, BUCK NO 2 1949.
 LM0651'
 LM0651'THE AZIMUTH MARK IS SET 3 PACES EAST OF A BLADED ROAD, 2 FEET
 LM0651'SOUTHWEST OF A WHITE WITNESS POST, PROJECTS 8 INCHES AND
 LM0651'IS STAMPED, BUCK 1949.
 LM0651'
 LM0651'TO REACH THE STATION FROM THE MAIN PART OF TOWN IN HAYDEN, GO
 LM0651'NORTH ON A GRAVELED ROAD FOR 0.85 MILE TO FORK.  KEEP TO THE RIGHT
 LM0651'FOR 2.25 MILES TO FORK.  KEEP THE LEFT FORK FOR 5.5 MILES TO FORK.
 LM0651'KEEP THE LEFT FORK FOR 4.4 MILES TO FORK.  KEEP THE LEFT FORK
 LM0651'FOR 0.6 MILE TO A T-INTERSECTION ON THE LEFT.  TURN LEFT AND
 LM0651'FOLLOW THE MAIN ROAD FOR 4.6 MILES TO A SIDE ROAD RIGHT AND
 LM0651'SIGN, BOLTEN AND DAVIS 1 MILE.  TURN RIGHT AND FOLLOW THE MAIN
 LM0651'ROAD FOR 1.3 MILES TO A SIDE ROAD LEFT AND SIGN, NORMAN WINDER
 LM0651'LEO WINDER.  TURN LEFT ON THE SIDE ROAD FOR 0.3 MILE TO THE
 LM0651'AZIMUTH MARK ON THE RIGHT AS DESCRIBED ABOVE.  CONTINUE
 LM0651'STRAIGHT AHEAD FOR 0.3 MILE TO THE NORMAN WINDER RANCH.
 LM0651'FROM THE BARN FOLLOW A TRACK ROAD WESTERLY FOR 0.3 MILE TO A
 LM0651'BOARD GATE.  PASS THROUGH THE GATE AND FOLLOW THE MAIN ROAD
 LM0651'FOR 2.0 MILES TO FORKS.  KEEP THE LEFT FORK AND GO SOUTHWEST
 LM0651'FOR 0.9 MILE TO WHERE THE ROAD MAKES A SHARP TURN TO THE
 LM0651'RIGHT.  FROM HERE LEAVE THE ROAD AND GO EASTERLY UP THE
 LM0651'RIDGE AND ONTO THE FLATS.  WORK WAY THROUGH THE BRUSH TO
 LM0651'THE SOUTHEASTERN PART OF THE HILL AND STATION AS
 LM0651'DESCRIBED ABOVE.  A FIVE-YARD PACK WITH A FOUR-WHEEL DRIVE
 LM0651'TRUCK OR A TRUCK WITH AN EXTRA LOW GEAR.
 LM0651
 LM0651                          STATION RECOVERY (1953)
 LM0651
 LM0651'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1953
 LM0651'RECOVERED STATION AND REFERENCE MARKS IN GOOD CONDITION.
 LM0651'PUBLISHED DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1680 ***********************************************************************
 KK1680  DESIGNATION -  BUCK
 KK1680  PID         -  KK1680
 KK1680  STATE/COUNTY-  CO/ARAPAHOE
 KK1680  USGS QUAD   -  COAL CREEK (1994)
 KK1680
 KK1680                         *CURRENT SURVEY CONTROL
 KK1680  ___________________________________________________________________
 KK1680* NAD 83(1992)-  39 39 31.55365(N)    104 41 15.27962(W)     ADJUSTED  
 KK1680* NAVD 88     -      1771.7    (meters)    5813.     (feet)  VERTCON   
 KK1680  ___________________________________________________________________
 KK1680  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 KK1680  GEOID HEIGHT-         -17.72  (meters)                     GEOID03
 KK1680
 KK1680  HORZ ORDER  -  FIRST
 KK1680
 KK1680.The horizontal coordinates were established by classical geodetic methods
 KK1680.and adjusted by the National Geodetic Survey in January 1993..
 KK1680
 KK1680.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1680
 KK1680.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1680
 KK1680.The geoid height was determined by GEOID03.
 KK1680
 KK1680;                    North         East     Units Scale Factor Converg.
 KK1680;SPC CO C     -   507,754.086   984,119.702   MT  0.99998323   +0 30 44.6
 KK1680;SPC CO C     - 1,665,856.53  3,228,732.72   sFT  0.99998323   +0 30 44.6
 KK1680;UTM  13      - 4,389,931.212   526,800.572   MT  0.99960884   +0 11 57.8
 KK1680
 KK1680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1680!SPC CO C     -   0.99972491  x   0.99998323  =   0.99970815
 KK1680!UTM  13      -   0.99972491  x   0.99960884  =   0.99933386
 KK1680
 KK1680|---------------------------------------------------------------------|
 KK1680| PID    Reference Object                     Distance      Geod. Az  |
 KK1680|                                                           dddmmss.s |
 KK1680| CP6687 BUCK RM 1                             7.834 METERS 01404     |
 KK1680| KK1663 WATKINS ATT RELAY TOWER             APPROX. 6.3 KM 0804902.4 |
 KK1680| KK1673 PARKER FAA RADAR SCREEN             APPROX. 7.2 KM 1835132.4 |
 KK1680| KK0486 BUCKLEY                             APPROX. 1.2 KM 1855331.2 |
 KK1680| CP6688 BUCK RM 2                             8.168 METERS 27915     |
 KK1680| KK1687 AURORA FITZSIMONS HOSP STACK        APPROX.16.1 KM 3080408.0 |
 KK1680| KK1686 FITZSIMONS ARMY HOSP W TANK         APPROX.16.0 KM 3083719.8 |
 KK1680| KK1685 AURORA RADIO STA KOA TOWER          APPROX.11.4 KM 3211055.9 |
 KK1680| KK1684 AURORA STA KOA CONELRAD TOWER       APPROX.11.4 KM 3213506.6 |
 KK1680|---------------------------------------------------------------------|
 KK1680
 KK1680                          SUPERSEDED SURVEY CONTROL
 KK1680
 KK1680  NAD 83(1986)-  39 39 31.54761(N)    104 41 15.27845(W) AD(       ) 1
 KK1680  NAD 27      -  39 39 31.58836(N)    104 41 13.38438(W) AD(       ) 1
 KK1680  NGVD 29 (07/19/86) 1770.7    (m)         5809.     (f) VERT ANG       
 KK1680
 KK1680.Superseded values are not recommended for survey control.
 KK1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1680.See file dsdata.txt to determine how the superseded data were derived.
 KK1680
 KK1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED2680189931(NAD 83)
 KK1680_MARKER: DS = TRIANGULATION STATION DISK
 KK1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1680
 KK1680  HISTORY     - Date     Condition        Report By
 KK1680  HISTORY     - 1960     MONUMENTED       CGS
 KK1680  HISTORY     - 1961     GOOD             CGS
 KK1680  HISTORY     - 1968     GOOD             CGS
 KK1680
 KK1680                          STATION DESCRIPTION
 KK1680
 KK1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KK1680'STATION IS LOCATED ABOUT 6 MILES SOUTH AND 4 1/2 MILES WEST OF WATKINS
 KK1680'ON THE LOWRY AFB BOMBING RANGE AND ABOUT 0.6 MILE NORTH OF COMPLEX 1A.
 KK1680'IT IS IN THE SOUTHWEST 1/4 OF SECTION 32, T4S, R65W.
 KK1680'
 KK1680'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 36, 40 AND 287 AND STATE
 KK1680'HIGHWAY 70 IN AURORA, BY GOING EASTERLY ON HIGHWAY 36, 40 AND 287 FOR
 KK1680'4.0 MILES TO INTERSECTION OF BUCKLEY ROAD ON THE LEFT, TURN LEFT,
 KK1680'SOUTH, ON BUCKLEY ROAD FOR 1.0 MILE TO CROSSROADS, TURN LEFT, EAST,
 KK1680'FOR 1.0 MILE TO ENTRANCE OF BUKCLEY FIELD ON THE RIGHT, CONTINUE
 KK1680'EASTERLY ON MACADAM ROAD FOR 7.4 MILES TO FORKS, TAKE LEFT FORK FOR
 KK1680'0.6 MILE TO GUARD STATION ON THE LEFT, CONTINUE EAST ON MACADAM ROAD
 KK1680'FOR 1.0 MILE TO SIDE ROAD LEFT AND SIGN COMPLEX 1A TURN LEFT, NORTH,
 KK1680'FOR 0.5 MILE TO ENTRANCE TO COMPLEX 1A, TURN RIGHT ON DIRT ROAD FOR
 KK1680'ABOUT 250 FEET THEN TURN LEFT AND FOLLOW DIRT ROAD ALONG THE EAST
 KK1680'SIDE OF POWER LINE FOR 0.2 MILE TO STATION BUCKLEY ON THE LEFT, AT
 KK1680'THIS POINT BEAR NORTHEAST PASSING TO THE NORTH OF A METAL BUILDING,
 KK1680'TO A FIRE ROAD, TURN LEFT ON FIRE ROAD FOR 0.1 MILE TO DIM TRACK ROAD
 KK1680'ON THE RIGHT, TAKE RIGHT FORK, NORTHERLY, FOR 0.7 MILE TO TOP OF RIDGE
 KK1680'AND STATION ON THE LEFT.
 KK1680'
 KK1680'STATION MARKS ARE STANDARD DISKS, STAMPED BUCK 1960.  THE SURFACE
 KK1680'DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING
 KK1680'4 INCHES.  IT IS 102 FEET WEST OF THE CENTER OF THE TRACK ROAD AND
 KK1680'5.0 FEET SOUTHEAST OF A METAL WITNESS POST.
 KK1680'
 KK1680'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUCK NO 1 1960, SET IN
 KK1680'THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING 5 INCHES.  IT IS
 KK1680'103 FEET WEST OF THE CENTER OF THE TRACK ROAD AND 22.9 FEET NORTH OF
 KK1680'THE WITNESS POST.
 KK1680'
 KK1680'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BUCK NO 2 1960, SET IN
 KK1680'THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING 3 INCHES.  IT IS
 KK1680'129 FEET WEST OF THE CENTER OF THE TRACK ROAD AND 23.2 FEET WEST OF
 KK1680'THE WITNESS POST.
 KK1680'
 KK1680'TRIANGULATION STATION BUCKLEY WAS USED AS AN AZIMUTH MARK.  SEE
 KK1680'DESCRIPTION THERE OF.
 KK1680'
 KK1680'DISTANCE BETWEEN REFERENCE MARK 1 AND REFERENCE MARK 2 IS 38.61 FEET
 KK1680'OR 11.767 METERS.
 KK1680'
 KK1680'BUCK TO BUCKLEY IS A MEASURED BASE LINE.
 KK1680
 KK1680                          STATION RECOVERY (1961)
 KK1680
 KK1680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 KK1680'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 KK1680'WERE RECOVERED AS DESCRIBED.  TRIANGULATION STATION BUCKLEY 1960 MAY
 KK1680'BE USED AS AN AZIMUTH MARK.  A NEW DESCRIPTION FOLLOWS.
 KK1680'
 KK1680'THE STATION IS 6 MILES SOUTH AND 4.5 MILES WEST OF WATKINS, 0.7 MILE
 KK1680'NORTH OF MISSILE SITE 848-A, IN THE SOUTHWEST 1/4 OF SECTION 32,
 KK1680'T. 4 S., R. 65 W.
 KK1680'
 KK1680'TO REACH THE STATION FROM THE JUNCTION OF COLORADO STATE HIGHWAYS
 KK1680'30 AND 70 IN AURORA GO EAST ON COLORADO STATE HIGHWAY 30 FOR 5 MILES
 KK1680'TO THE MAIN ENTRANCE TO BUCKLEY A.N.G. BASE, CONTINUE STRAIGHT
 KK1680'AHEAD, EAST AND SOUTHEAST FOR 7.3 MILES TO A FORK, TAKE THE LEFT
 KK1680'FORK AND GO 1.5 MILES TO A SIDE ROAD LEFT, TURN LEFT, NORTH, AND GO
 KK1680'0.4 MILES TO A GUARD GATE (PASS REQUIRED).  CONTINUE STRAIGHT
 KK1680'AHEAD, NORTH-NORTHEAST, FOR 0.35 MILE TO TRIANGULATION
 KK1680'STATION BUCKLEY 1960.  FROM STATION BUCKLEY 1960 FOLLOW A
 KK1680'TRACK ROAD NORTHERLY FOR 0.7 MILE TO THE STATION ON THE LEFT AS
 KK1680'DESCRIBED.
 KK1680'
 KK1680'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 KK1680'SQUARE CONCRETE MONUMENT, WHICH PROJECTS 4 INCHES AND IS STAMPED
 KK1680'BUCK 1960.  IT IS 102 FEET WEST OF THE CENTER OF A TRACK ROAD AND 5
 KK1680'FEET SOUTHEAST OF A METAL WITNESS POST.
 KK1680'
 KK1680'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 KK1680'SQUARE CONCRETE MONUMENT, WHICH PROJECTS 5 INCHES AND IS STAMPED
 KK1680'BUCK NO 1 1960.  IT IS 103 FEET WEST OF THE CENTER OF A TRACK ROAD
 KK1680'AND 23 FEET NORTH OF A METAL WITNESS POST.
 KK1680'
 KK1680'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 KK1680'SQUARE CONCRETE MONUMENT, WHICH PROJECTS 3 INCHES AND IS STAMPED
 KK1680'BUCK NO 2 1960.  IT IS 129 FEET WEST OF THE CENTER OF A TRACK ROAD
 KK1680'AND 23 FEET WEST OF A METAL WITNESS POST.
 KK1680
 KK1680                          STATION RECOVERY (1968)
 KK1680
 KK1680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRK)
 KK1680'THE STATION WAS RECOVERED IN GOOD CONDITION.  A SMALL DISCREPANCY
 KK1680'WAS FOUND IN THE DISTANCE TO REFERENCE MARK 1.  A COMPLETE
 KK1680'DISCRIPTION FOLLOWS.
 KK1680'
 KK1680'TO REACH THE STATION FROM THE JUNCTION OF COLORADO STATE HIGHWAYS
 KK1680'30 AND 70 IN AURORA GO EAST ON COLORADO STATE HIGHWAY 30 FOR 5
 KK1680'MILES TO THE MAIN ENTRANCE TO BUCKLEY A.N.G. BASE, CONTINUE
 KK1680'STRAIGHT AHEAD, EAST AND SOUTHEAST FOR 7.3 MILES TO A FORK, TAKE
 KK1680'LEFT FORK AND GO 1.5 MILES TO A SIDEROAD LEFT.  TURN LEFT, NORTH
 KK1680'AND GO 0.4 MILE TO A DIM TRACK ROAD RIGHT.  TURN RIGHT AND GO
 KK1680'EAST FOR 0.05 MILE TO A WIRE GATE, PASS THROUGH GATE CONTINUE
 KK1680'EAST FOR 0.1 MILE FOLLOWING DIM TRACK ROAD AND BEAR LEFT ON
 KK1680'TRACK ROAD FOR 1.0 MILE TO THE STATION ON THE LEFT.
 KK1680'
 KK1680'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KK1680'6-1/2 MILES SOUTHWEST OF WATKINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0624 ***********************************************************************
 LK0624  DESIGNATION -  BUCK
 LK0624  PID         -  LK0624
 LK0624  STATE/COUNTY-  CO/LOGAN
 LK0624  USGS QUAD   -  PADRONI NW (1951)
 LK0624
 LK0624                         *CURRENT SURVEY CONTROL
 LK0624  ___________________________________________________________________
 LK0624* NAD 83(1992)-  40 53 23.89807(N)    103 13 01.24472(W)     ADJUSTED  
 LK0624* NAVD 88     -      1401.     (meters)    4596.     (feet)  SCALED    
 LK0624  ___________________________________________________________________
 LK0624  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 LK0624  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 LK0624
 LK0624  HORZ ORDER  -  SECOND
 LK0624
 LK0624.The horizontal coordinates were established by classical geodetic methods
 LK0624.and adjusted by the National Geodetic Survey in August 1997..
 LK0624
 LK0624.The orthometric height was scaled from a topographic map.
 LK0624
 LK0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0624
 LK0624.The geoid height was determined by GEOID03.
 LK0624
 LK0624;                    North         East     Units Scale Factor Converg.
 LK0624;SPC CO N     -   480,119.690 1,106,782.885   MT  1.00001904   +1 28 30.4
 LK0624;SPC CO N     - 1,575,192.68  3,631,170.18   sFT  1.00001904   +1 28 30.4
 LK0624;SPC NE       -   122,357.430   229,026.009   MT  0.99971595   -2 07 54.9
 LK0624;UTM  13      - 4,528,073.150   650,204.587   MT  0.99987769   +1 10 02.6
 LK0624
 LK0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0624!SPC CO N     -   0.99978340  x   1.00001904  =   0.99980243
 LK0624!SPC NE       -   0.99978340  x   0.99971595  =   0.99949941
 LK0624!UTM  13      -   0.99978340  x   0.99987769  =   0.99966111
 LK0624
 LK0624:                Primary Azimuth Mark                     Grid Az
 LK0624:SPC CO N     -  HALLIBURTON CO RADIO MAST                037 59 15.3
 LK0624:SPC NE       -  HALLIBURTON CO RADIO MAST                041 35 40.6
 LK0624:UTM  13      -  HALLIBURTON CO RADIO MAST                038 17 43.1
 LK0624
 LK0624|---------------------------------------------------------------------|
 LK0624| PID    Reference Object                     Distance      Geod. Az  |
 LK0624|                                                           dddmmss.s |
 LK0624| LK0626 HALLIBURTON CO RADIO MAST           APPROX. 1.0 KM 0392745.7 |
 LK0624| CP6690 BUCK RM 1                            12.850 METERS 16818     |
 LK0624| CP6689 BUCK AZ MK                                         2782722.0 |
 LK0624| LK0623 BUCHANAN COUNTY RADIO MAST          APPROX. 1.1 KM 2791724.1 |
 LK0624| CP6691 BUCK RM 2                            14.119 METERS 28925     |
 LK0624| LK0625 BUCHANAN WESTERN UNION MAST         APPROX. 1.0 KM 2941713.6 |
 LK0624|---------------------------------------------------------------------|
 LK0624
 LK0624                          SUPERSEDED SURVEY CONTROL
 LK0624
 LK0624  NAD 83(1992)-  40 53 23.89248(N)    103 13 01.24646(W) AD(       ) 2
 LK0624  NAD 83(1986)-  40 53 23.89010(N)    103 13 01.24632(W) AD(       ) 2
 LK0624  NAD 27      -  40 53 23.94000(N)    103 12 59.51520(W) AD(       ) 2
 LK0624
 LK0624.Superseded values are not recommended for survey control.
 LK0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0624.See file dsdata.txt to determine how the superseded data were derived.
 LK0624
 LK0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF5020528073(NAD 83)
 LK0624_MARKER: DS = TRIANGULATION STATION DISK
 LK0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0624_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LK0624
 LK0624  HISTORY     - Date     Condition        Report By
 LK0624  HISTORY     - 1963     MONUMENTED       CGS
 LK0624
 LK0624                          STATION DESCRIPTION
 LK0624
 LK0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 LK0624'THE STATION IS LOCATED IN PASTURE LAND ON THE HIGHEST POINT
 LK0624'IN THE VICINITY ON LAND OWNED BY MR. A.P. ROPER, ABOUT 8-1/2
 LK0624'MILES NORTH-NORTHWEST OF PADRONI, 8 MILES SOUTHWEST OF PEETZ
 LK0624'AND 8 MILES SOUTH OF THE COLORADO-NEBRASKA BOUNDARY.
 LK0624'
 LK0624'TO REACH THE STATION FROM THE CROSSROAD EAST OF THE WATER
 LK0624'TANK IN PEETZ, DRIVE WEST ON A PAVED ROAD FOR 6.3 MILES TO
 LK0624'A CROSSROAD.  TURN LEFT AND DRIVE SOUTH ON A PAVED ROAD FOR
 LK0624'5.0 MILES TO A SIDE ROAD LEFT LEADING TO AN ABANDONED FARM.
 LK0624'TURN LEFT AND DRIVE EAST FOR 0.05 MILE TO A WINDMILL AND
 LK0624'A FENCE.  TURN RIGHT AND DRIVE SOUTH ALONG THE WEST SIDE OF
 LK0624'A NORTH-SOUTH FENCE FOR 0.15 MILE TO THE AZIMUTH MARK ON
 LK0624'THE EAST SIDE OF THE TRACK ROAD.  CONTINUE SOUTHERLY, DOWN
 LK0624'HILL, FOR 0.25 MILE TO A CREEK BED.  CONTINUE EAST AND
 LK0624'SOUTHEAST ON A TRACK ROAD FOR 0.1, THENCE TURN LEFT,
 LK0624'LEAVING THE TRACK ROAD, AND DRIVE EAST FOR 0.05 MILE TO THE
 LK0624'TOP OF A RIDGE.  TURN LEFT AND DRIVE NORTH AND NORTHEAST
 LK0624'ALONG THE TOP OF THE RIDGE FOR 0.25 MILE TO A POINT ABOUT
 LK0624'50 YARDS SOUTH OF AN EAST-WEST FENCE.  TURN RIGHT AND
 LK0624'DRIVE EASTERLY FOR 0.2 MILE TO THE HIGHEST POINT AND THE
 LK0624'STATION.
 LK0624'
 LK0624'THE STATION MARK IS A STANDARD DISK, STAMPED BUCK 1963, SET
 LK0624'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 10
 LK0624'INCHES IN DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND SURFACE.
 LK0624'
 LK0624'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BUCK NO 1 1963,
 LK0624'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 LK0624'10 INCHES IN DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND
 LK0624'SURFACE.
 LK0624'
 LK0624'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BUCK NO 2 1963,
 LK0624'SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS
 LK0624'10 INCHES IN DIAMETER AND PROJECTS 1 INCH ABOVE THE GROUND
 LK0624'SURFACE.
 LK0624'
 LK0624'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED BUCK 1963, SET
 LK0624'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH IS 10
 LK0624'INCHES IN DIAMETER AND PROJECTS 3 INCHES ABOVE THE GROUND
 LK0624'SURFACE.  IT IS 1.9 FEET WEST OF A METAL WITNESS POST WITH
 LK0624'A SIGN ATTACHED, 1.0 FOOT SOUTH OF AN EAST-WEST FENCE AND
 LK0624'1.3 FEET SOUTHEAST OF A GATE POST IN THE EAST-WEST FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0742 ***********************************************************************
 LK0742  DESIGNATION -  BUCK
 LK0742  PID         -  LK0742
 LK0742  STATE/COUNTY-  CO/WELD
 LK0742  USGS QUAD   -  RAYMER NW (1977)
 LK0742
 LK0742                         *CURRENT SURVEY CONTROL
 LK0742  ___________________________________________________________________
 LK0742* NAD 83(1992)-  40 37 59.01789(N)    103 57 12.87346(W)     ADJUSTED  
 LK0742* NAVD 88     -      1507.     (meters)    4944.     (feet)  SCALED    
 LK0742  ___________________________________________________________________
 LK0742  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 LK0742  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 LK0742
 LK0742  HORZ ORDER  -  SECOND
 LK0742
 LK0742.The horizontal coordinates were established by classical geodetic methods
 LK0742.and adjusted by the National Geodetic Survey in January 1993..
 LK0742
 LK0742.The orthometric height was scaled from a topographic map.
 LK0742
 LK0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0742
 LK0742.The geoid height was determined by GEOID03.
 LK0742
 LK0742;                    North         East     Units Scale Factor Converg.
 LK0742;SPC CO N     -   450,254.055 1,045,220.014   MT  0.99997907   +0 59 57.1
 LK0742;SPC CO N     - 1,477,208.51  3,429,192.66   sFT  0.99997907   +0 59 57.1
 LK0742;UTM  13      - 4,498,550.873   588,492.875   MT  0.99969639   +0 40 53.4
 LK0742
 LK0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0742!SPC CO N     -   0.99976665  x   0.99997907  =   0.99974573
 LK0742!UTM  13      -   0.99976665  x   0.99969639  =   0.99946311
 LK0742
 LK0742:                Primary Azimuth Mark                     Grid Az
 LK0742:SPC CO N     -  BUCK AZ MK                               180 10 41.9
 LK0742:UTM  13      -  BUCK AZ MK                               180 29 45.6
 LK0742
 LK0742|---------------------------------------------------------------------|
 LK0742| PID    Reference Object                     Distance      Geod. Az  |
 LK0742|                                                           dddmmss.s |
 LK0742| CP6692 BUCK AZ MK                                         1811039.0 |
 LK0742| CP6694 BUCK RM 2                                          18809     |
 LK0742| LK0739 BUCKINGHAM HALLIBURTON CO MAST      APPROX. 6.1 KM 1954915.3 |
 LK0742| CP6693 BUCK RM 1                                          35253     |
 LK0742|---------------------------------------------------------------------|
 LK0742
 LK0742                          SUPERSEDED SURVEY CONTROL
 LK0742
 LK0742  NAD 83(1986)-  40 37 59.00961(N)    103 57 12.87462(W) AD(       ) 2
 LK0742  NAD 27      -  40 37 59.05210(N)    103 57 11.05330(W) AD(       ) 2
 LK0742
 LK0742.Superseded values are not recommended for survey control.
 LK0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0742.See file dsdata.txt to determine how the superseded data were derived.
 LK0742
 LK0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE8849398551(NAD 83)
 LK0742_MARKER: DS = TRIANGULATION STATION DISK
 LK0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0742_STAMPING: BUCK 1963
 LK0742_MARK LOGO: CGS   
 LK0742_MAGNETIC: N = NO MAGNETIC MATERIAL
 LK0742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LK0742
 LK0742  HISTORY     - Date     Condition        Report By
 LK0742  HISTORY     - 1963     MONUMENTED       CGS
 LK0742  HISTORY     - 19790703 GOOD             NGS
 LK0742
 LK0742                          STATION DESCRIPTION
 LK0742
 LK0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 LK0742'THE STATION IS LOCATED IN THE WEST EDGE OF BUCK PASTURE, A
 LK0742'GOVERNMENT OWNED PASTURE LAND, ABOUT 1 MILE NORTH AND 1 MILE
 LK0742'EAST OF THE SMALL VILLAGE OF BUCKINGHAM.  IT IS IN THE
 LK0742'WEST-CENTRAL EDGE OF SECTION 26 T8N R59W.
 LK0742'
 LK0742'TO REACH THE STATION FROM THE POST OFFICE IN BUCKINGHAM
 LK0742'(GENERAL STORE AND SERVICE STATION) GO SOUTHEAST ON STATE
 LK0742'HIGHWAY 14 FOR 0.3 MILE TO A SIDE ROAD LEFT, TURN LEFT, NORTH,
 LK0742'FOR 0.4 MILE TO A SECTION LINE ROAD RIGHT JUST SOUTH OF A
 LK0742'RANCH HOUSE.  TURN RIGHT, EAST ON SECTION LINE ROAD FOR 1.0
 LK0742'MILE TO THE SECOND ONE OF TWO GATES AND THE AZIMUTH MARK ON
 LK0742'THE LEFT, CONTINUE EAST ON SECTION LINE ROAD FOR 0.5 MILE TO
 LK0742'A GATE ON THE LEFT AND SIGN BUCK PASTURE.  TURN LEFT THROUGH
 LK0742'GATE THEN SHARP LEFT AND FOLLOW FENCE LINE WEST FOR 0.5 MILE
 LK0742'TO A FENCE CORNER, TURN RIGHT, NORTH, AND FOLLOW FENCE LINE
 LK0742'FOR 0.5 MILE TO TOP OF RIDGE AND STATION.
 LK0742'
 LK0742'THE STATION MARK IS A STANDARD DISK STAMPED BUCK 1963 SET
 LK0742'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LK0742'2 INCHES.  IT IS 9.5 FEET NORTHEAST OF A FENCE POST WITH A
 LK0742'TRIANGLE BLAZE ON THE EAST SIDE AND 7 FEET EAST OF A FENCE.
 LK0742'
 LK0742'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BUCK NO 1 1963
 LK0742'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 LK0742'PROJECTS 2 INCHES.  IT IS 48.9 FEET NORTH OF THE FENCE POST
 LK0742'AND 1 FOOT EAST OF THE FENCE.
 LK0742'
 LK0742'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BUCK NO 2 1963
 LK0742'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 LK0742'PROJECTS 2 INCHES.  IT IS 39 FEET SOUTH OF THE FENCE POST AND
 LK0742'1 FOOT EAST OF THE FENCE.
 LK0742'
 LK0742'AZIMUTH MARK IS A STANDARD DISK STAMPED BUCK 1963 SET IN THE
 LK0742'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 2
 LK0742'INCHES.  IT IS 33 FEET NORTH OF THE CENTER OF A SECTION LINE
 LK0742'ROAD, 2 FEET NORTHEAST OF A FENCE CORNER AND 2 FEET WEST-NORTHWEST
 LK0742'OF A WITNESS POST.
 LK0742'
 LK0742'DISTANCE FROM R.M. 1 TO R.M. 2=87.70 FEET OR 26.730 METERS.
 LK0742
 LK0742                          STATION RECOVERY (1979)
 LK0742
 LK0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LK0742'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LK0742'CONDITION.  AZIMUTH MARK WAS FOUND, IT HAD BEEN HIT, LEANING OUT OF
 LK0742'POSITION.  A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.  DISTANCE
 LK0742'AND DIRECTION TO REFERENCE MARKS COMPARED WITH PREVIOUS DATA. STATION
 LK0742'IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 14 AND COUNTY ROAD 115 AT
 LK0742'EAST EDGE OF SMALL SETTLEMENT OF BUCKINGHAM.  GO NORTH ON A GRAVELED
 LK0742'ROAD FOR 0.4 MILE (0.6 KM) TO A SECTION LINE ROAD, CATTLE GUARD AND
 LK0742'FARM HOUSE ON RIGHT.  TURN RIGHT, CROSS CATTLE GUARD AND GO EAST ON
 LK0742'THE SECTION LINE ROAD, PASSING TO SOUTH OF FARM HOUSE, FOR 0.55 MILE
 LK0742'TO A WIRE GATE, PASS THROUGH GATE AND CONTINUE EAST ON ROAD FOR 0.45
 LK0742'MILE TO A WIRE GATE, FENCE CORNER AND AZIMUTH MARK ON LEFT, PASS
 LK0742'THROUGH GATE AND GO NORTH ON TRACK ROAD FOR 0.5 MILE. TURN LEFT AND GO
 LK0742'WEST ACROSS COUNTRY FOR 0.5 MILE TO A FENCE LINE AND STATION.
 LK0742' 
 LK0742'STATION IS A STANDARD DISK STAMPED--BUCK 1963--, SET IN TOP OF A
 LK0742'SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES, 9.7 FEET NORTHWEST OF
 LK0742'NORTH 1 OF 2 DOUBLE FENCE POSTS WITH A TRIANGULAR BLAZE, 7 FEET EAST
 LK0742'OF THE NORTH-SOUTH FENCE LINE, 6.8 FEET EAST OF A METAL WITNESS POST
 LK0742' 
 LK0742'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED--BUCK 1963 NO 1
 LK0742'1963--, SET IN TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES,
 LK0742'1 FOOT EAST OF THE FENCE LINE.
 LK0742' 
 LK0742'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED--BUCK 1963 NO 2
 LK0742'1963--, SET IN TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES,
 LK0742'1 FOOT EAST OF THE FENCE LINE.
 LK0742' 
 LK0742'AZIMUTH NO 2 IS A STANDARD DISK STAMPED--BUCK 1963 1978--, SET IN TOP
 LK0742'OF A ROUND CONCRETE MONUMENT PROJECTING 3 INCHES, 29 FEET EAST OF
 LK0742'CENTER OF A WIRE GATE, 27 FEET NORTH OF CENTER OF A TRACK ROAD, 13
 LK0742'FEET SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0796 ***********************************************************************
 KL0796  DESIGNATION -  BUCK
 KL0796  PID         -  KL0796
 KL0796  STATE/COUNTY-  CO/EAGLE
 KL0796  USGS QUAD   -  COTTONWOOD PASS (1987)
 KL0796
 KL0796                         *CURRENT SURVEY CONTROL
 KL0796  ___________________________________________________________________
 KL0796* NAD 83(1992)-  39 31 12.55608(N)    107 05 12.17314(W)     ADJUSTED  
 KL0796* NAVD 88     -      2467.2    (meters)    8094.     (feet)  VERTCON   
 KL0796  ___________________________________________________________________
 KL0796  LAPLACE CORR-           4.59  (seconds)                    DEFLEC99
 KL0796  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 KL0796
 KL0796  HORZ ORDER  -  THIRD
 KL0796
 KL0796.The horizontal coordinates were established by classical geodetic methods
 KL0796.and adjusted by the National Geodetic Survey in January 1993..
 KL0796
 KL0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0796
 KL0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0796
 KL0796.The geoid height was determined by GEOID03.
 KL0796
 KL0796;                    North         East     Units Scale Factor Converg.
 KL0796;SPC CO C     -   493,244.750   777,974.530   MT  0.99996261   -1 00 02.6
 KL0796;SPC CO C     - 1,618,253.82  2,552,404.77   sFT  0.99996261   -1 00 02.6
 KL0796;UTM  13      - 4,376,580.297   320,630.524   MT  0.99999613   -1 19 41.6
 KL0796
 KL0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0796!SPC CO C     -   0.99961527  x   0.99996261  =   0.99957790
 KL0796!UTM  13      -   0.99961527  x   0.99999613  =   0.99961141
 KL0796
 KL0796                          SUPERSEDED SURVEY CONTROL
 KL0796
 KL0796  NAD 83(1986)-  39 31 12.55275(N)    107 05 12.17480(W) AD(       ) 3
 KL0796  NGVD 29 (11/04/91) 2465.8    (m)         8090.     (f) VERT ANG       
 KL0796
 KL0796.Superseded values are not recommended for survey control.
 KL0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0796.See file dsdata.txt to determine how the superseded data were derived.
 KL0796
 KL0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD2063176580(NAD 83)
 KL0796_MARKER: DD = SURVEY DISK
 KL0796_SETTING: 80 = SET IN A BOULDER
 KL0796_SP_SET: PARTIALLY EXPOSED BOULDER
 KL0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0796+STABILITY: SURFACE MOTION
 KL0796
 KL0796  HISTORY     - Date     Condition        Report By
 KL0796  HISTORY     - 1960     MONUMENTED       USGS
 KL0796
 KL0796                          STATION DESCRIPTION
 KL0796
 KL0796'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 KL0796'STATION IS LOCATED 10.0 MI. (AIRLINE) NE. OF CARBONDALE, COLORADO,
 KL0796'BETWEEN TWO CATTLEGUARDS, 30 FT. W. OF THE CENTERLINE OF THE RD.
 KL0796'
 KL0796'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 133 AND 82, N. OF
 KL0796'CARBONDALE, COLORADO, GO E. ON 82 FOR 3.7 MI. TO DIRT RD. N. AT
 KL0796'CATHERINE, GO LEFT (N.) ON RD. FOR 2.4 MI. TO FORKS, TAKE LEFT FORK
 KL0796'AND GO 1.5 MI. TO FORKS, TAKE RIGHT FORK AND GO 0.9 MI. TO THE
 KL0796'COTTONWOOD PASS ROAD, GO RIGHT ON PASS RD. FOR 6.1 MI. TO STATION.
 KL0796'
 KL0796'STATION MARK--A STANDARD TABLET STAMPED---ET BUCK 1960 VABM 8090---,
 KL0796'SET IN TOP OF A BURIED BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0692 ***********************************************************************
 LM0692  DESIGNATION -  BUCK
 LM0692  PID         -  LM0692
 LM0692  STATE/COUNTY-  CO/MOFFAT
 LM0692  USGS QUAD   -  BREEZE MOUNTAIN (1973)
 LM0692
 LM0692                         *CURRENT SURVEY CONTROL
 LM0692  ___________________________________________________________________
 LM0692* NAD 83(1992)-  40 26 14.85746(N)    107 27 12.32146(W)     ADJUSTED  
 LM0692* NAVD 88     -      2428.3    (meters)    7967.     (feet)  VERTCON   
 LM0692  ___________________________________________________________________
 LM0692  LAPLACE CORR-           5.40  (seconds)                    DEFLEC99
 LM0692  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 LM0692
 LM0692  HORZ ORDER  -  THIRD
 LM0692
 LM0692.The horizontal coordinates were established by classical geodetic methods
 LM0692.and adjusted by the National Geodetic Survey in January 1993..
 LM0692
 LM0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0692
 LM0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0692
 LM0692.The geoid height was determined by GEOID03.
 LM0692
 LM0692;                    North         East     Units Scale Factor Converg.
 LM0692;SPC CO N     -   429,219.011   748,680.570   MT  0.99996214   -1 15 43.8
 LM0692;SPC CO N     - 1,408,196.04  2,456,296.17   sFT  0.99996214   -1 15 43.8
 LM0692;UTM  13      - 4,479,203.607   291,908.900   MT  1.00013305   -1 35 30.9
 LM0692
 LM0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0692!SPC CO N     -   0.99962145  x   0.99996214  =   0.99958360
 LM0692!UTM  13      -   0.99962145  x   1.00013305  =   0.99975445
 LM0692
 LM0692                          SUPERSEDED SURVEY CONTROL
 LM0692
 LM0692  NAD 83(1992)-  40 26 14.85648(N)    107 27 12.30500(W) AD(       ) 3
 LM0692  NGVD 29 (03/25/92) 2427.0    (m)         7963.     (f) VERT ANG       
 LM0692
 LM0692.Superseded values are not recommended for survey control.
 LM0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0692.See file dsdata.txt to determine how the superseded data were derived.
 LM0692
 LM0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE9190979204(NAD 83)
 LM0692_MARKER: DD = SURVEY DISK
 LM0692_SETTING: 80 = SET IN A BOULDER
 LM0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0692+STABILITY: SURFACE MOTION
 LM0692
 LM0692  HISTORY     - Date     Condition        Report By
 LM0692  HISTORY     - 1915     MONUMENTED       USGS
 LM0692  HISTORY     - 1971     GOOD             USGS
 LM0692
 LM0692                          STATION DESCRIPTION
 LM0692
 LM0692'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 LM0692'RECOVERED AND REDESCRIBED AS FOLLOWS
 LM0692'
 LM0692'CRAIG, COLORADO, JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAYS 13 AND
 LM0692'789, W. END OF CRAIG, S. 1.4 MI. ALONG HIGHWAY 13 AND 789, THENCE 6.9
 LM0692'MI. E. ALONG STATE HIGHWAY 394, THENCE RIGHT FORK, STRAIGHT AHEAD,
 LM0692'3.0 MI. TO OIL STORAGE AREA, THENCE RIGHT, KEEPING TO MAIN TRAVELED
 LM0692'TRACK RD., 1.5 MI. TO WHERE RD. CROSSES RIDGE, AND END OF TRUCK
 LM0692'TRAVEL.  FROM THIS POINT PACK UP RIDGE THROUGH HEAVY OAK BRUSH TO TOP
 LM0692'AND STATION.  A 10 MINUTE PACK.
 LM0692'
 LM0692'STATION MARK--STANDARD TABLET CEMENTED IN TOP OF BOULDER, NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0986 ***********************************************************************
 JK0986  DESIGNATION -  BUCKBOARD
 JK0986  PID         -  JK0986
 JK0986  STATE/COUNTY-  CO/PUEBLO
 JK0986  USGS QUAD   -  EDISON SCHOOL (1973)
 JK0986
 JK0986                         *CURRENT SURVEY CONTROL
 JK0986  ___________________________________________________________________
 JK0986* NAD 83(1992)-  38 30 20.41629(N)    104 14 31.92373(W)     ADJUSTED  
 JK0986* NAVD 88     -      1653.40   (+/-2cm)    5424.5    (feet)  VERTCON   
 JK0986  ___________________________________________________________________
 JK0986  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 JK0986  GEOID HEIGHT-         -19.94  (meters)                     GEOID03
 JK0986
 JK0986  HORZ ORDER  -  THIRD
 JK0986  VERT ORDER  -  THIRD ? (See Below)
 JK0986
 JK0986.The horizontal coordinates were established by classical geodetic methods
 JK0986.and adjusted by the National Geodetic Survey in January 1993..
 JK0986
 JK0986.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK0986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK0986.The vertical order pertains to the NGVD 29 superseded value.
 JK0986
 JK0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0986
 JK0986.The geoid height was determined by GEOID03.
 JK0986
 JK0986;                    North         East     Units Scale Factor Converg.
 JK0986;SPC CO S     -   509,647.414 1,024,112.729   MT  1.00001400   +0 46 17.4
 JK0986;SPC CO S     - 1,672,068.22  3,359,943.18   sFT  1.00001400   +0 46 17.4
 JK0986;UTM  13      - 4,262,194.761   566,073.714   MT  0.99965376   +0 28 18.5
 JK0986
 JK0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0986!SPC CO S     -   0.99974377  x   1.00001400  =   0.99975776
 JK0986!UTM  13      -   0.99974377  x   0.99965376  =   0.99939762
 JK0986
 JK0986:                Primary Azimuth Mark                     Grid Az
 JK0986:SPC CO S     -  THATCHER                                 179 23 50.6
 JK0986:UTM  13      -  THATCHER                                 179 41 49.5
 JK0986
 JK0986|---------------------------------------------------------------------|
 JK0986| PID    Reference Object                     Distance      Geod. Az  |
 JK0986|                                                           dddmmss.s |
 JK0986| JK1012 THATCHER                            APPROX. 6.6 KM 1801008.0 |
 JK0986|---------------------------------------------------------------------|
 JK0986
 JK0986                          SUPERSEDED SURVEY CONTROL
 JK0986
 JK0986  NAD 83(1986)-  38 30 20.40552(N)    104 14 31.91777(W) AD(       ) 3
 JK0986  NAD 27      -  38 30 20.42307(N)    104 14 30.04427(W) AD(       ) 3
 JK0986  NGVD 29 (07/19/86) 1652.51   (m)         5421.6    (f) LEVELING    3  
 JK0986
 JK0986.Superseded values are not recommended for survey control.
 JK0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0986.See file dsdata.txt to determine how the superseded data were derived.
 JK0986
 JK0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6607462195(NAD 83)
 JK0986_MARKER: DD = SURVEY DISK
 JK0986_SETTING: 0 = UNSPECIFIED SETTING
 JK0986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK0986
 JK0986  HISTORY     - Date     Condition        Report By
 JK0986  HISTORY     - 1955     MONUMENTED       USGS
 JK0986
 JK0986                          STATION DESCRIPTION
 JK0986
 JK0986'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 JK0986'STATION IS LOCATED ABOUT 18 MI. N. AND 1 MI. E. OF BOONE, COLORADO,
 JK0986'ON THE W. EDGE OF A SANDY RIDGE, IN SEC. 8, T 18 S, R 61 W.
 JK0986'
 JK0986'TO REACH STATION FROM THE POST OFFICE IN BOONE, COLORADO, GO E. ON
 JK0986'STATE HIGHWAY 96 FOR 0.9 MI. TO A PAVED RD. LEFT, THENCE LEFT ALONG
 JK0986'PAVED RD. FOR 4.0 MI. TO A Y-RD. FORK AND END OF PAVEMENT, THENCE
 JK0986'LEFT (N.) ALONG MAIN TRAVELED RD. FOR 16.0 MI. TO A T-RD. W. AT
 JK0986'DRIVEWAY TO THE DHU WRIGHT RANCH, THENCE LEFT (W.) FOR 0.65 MI. TO
 JK0986'GATE AT RANCH BUILDINGS, THENCE W. (STRAIGHT AHEAD) FOR 0.15 MI. TO
 JK0986'Y-FORK WITH A FIELD RD. AT A T-FENCE S., THENCE RIGHT (W.) ALONG
 JK0986'FIELD RD. FOR 0.5 MI. TO A GATE AT FENCE CORNER N., THENCE LEFT (W.)
 JK0986'ALONG FIELD RD. PARALLELING N. SIDE OF E-W. FENCE FOR 0.2 MI. TO A
 JK0986'FENCE CORNER S., THENCE LEFT (S.) ACROSS COUNTRY FOLLOWING W. SIDE
 JK0986'OF N-S. FENCE FOR 0.45 MI., THENCE RIGHT (W.) ACROSS COUNTRY FOR
 JK0986'0.55 MI. TO A N-S. FENCE AND A DIM TRACK RD. W., THENCE W. ALONG DIM
 JK0986'TRACK RD. FOR 1.6 MI. TO A BEND IN RD. IMMEDIATELY W. OF A DEPRESSION,
 JK0986'THENCE RIGHT (N.) ACROSS COUNTRY FOR 0.1 MI. TO STATION.
 JK0986'
 JK0986'STATION MARK--STANDARD TABLET, STAMPED ---BUCKBOARD 1955 5422---,
 JK0986'AND SET IN CONCRETE POST, PROJECTING 6 IN. ABOVE GROUND.
 JK0986'
 JK0986'REFERENCE MARK--STANDARD 3/4 IN. COPPER PLATED STEEL STAKE, STAMPED
 JK0986'---RM 1955---, AND SET IN CONCRETE POST, PROJECTING 6 IN. ABOVE
 JK0986'GROUND, 27.8 FT. FROM STATION MARK, S 11 DEG 01 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0492 ***********************************************************************
 JM0492  DESIGNATION -  BUCKEYE
 JM0492  PID         -  JM0492
 JM0492  STATE/COUNTY-  CO/MONTROSE
 JM0492  USGS QUAD   -  BUCKEYE RESERVOIR (1986)
 JM0492
 JM0492                         *CURRENT SURVEY CONTROL
 JM0492  ___________________________________________________________________
 JM0492* NAD 83(1992)-  38 26 21.66547(N)    109 01 00.78199(W)     ADJUSTED  
 JM0492* NAVD 88     -      2517.63   (+/-2cm)    8259.9    (feet)  VERTCON   
 JM0492  ___________________________________________________________________
 JM0492  LAPLACE CORR-          -6.21  (seconds)                    DEFLEC99
 JM0492  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 JM0492
 JM0492  HORZ ORDER  -  SECOND
 JM0492  VERT ORDER  -  THIRD ? (See Below)
 JM0492
 JM0492.The horizontal coordinates were established by classical geodetic methods
 JM0492.and adjusted by the National Geodetic Survey in November 1997..
 JM0492
 JM0492.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0492.The vertical order pertains to the NGVD 29 superseded value.
 JM0492
 JM0492.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0492
 JM0492.The geoid height was determined by GEOID03.
 JM0492
 JM0492;                    North         East     Units Scale Factor Converg.
 JM0492;SPC CO S     -   507,326.278   607,429.440   MT  1.00000110   -2 09 25.8
 JM0492;SPC CO S     - 1,664,452.96  1,992,874.75   sFT  1.00000110   -2 09 25.8
 JM0492;UTM  12      - 4,256,426.335   673,076.337   MT  0.99996891   +1 13 59.5
 JM0492
 JM0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0492!SPC CO S     -   0.99960801  x   1.00000110  =   0.99960911
 JM0492!UTM  12      -   0.99960801  x   0.99996891  =   0.99957693
 JM0492
 JM0492|---------------------------------------------------------------------|
 JM0492| PID    Reference Object                     Distance      Geod. Az  |
 JM0492|                                                           dddmmss.s |
 JM0492| CM6147 BUCKEYE RM 1                         14.094 METERS 24426     |
 JM0492| CM6146 BUCKEYE AZ MK                                      2681047.3 |
 JM0492| CM6148 BUCKEYE RM 2                         11.634 METERS 30826     |
 JM0492|---------------------------------------------------------------------|
 JM0492
 JM0492                          SUPERSEDED SURVEY CONTROL
 JM0492
 JM0492  NAD 83(1992)-  38 26 21.65976(N)    109 01 00.78570(W) AD(       ) 2
 JM0492  NAD 83(1986)-  38 26 21.65822(N)    109 01 00.78088(W) AD(       ) 2
 JM0492  NAD 27      -  38 26 21.69800(N)    109 00 58.39400(W) AD(       ) 2
 JM0492  NGVD 29 (07/19/86) 2516.39   (m)         8255.9    (f) LEVELING    3  
 JM0492
 JM0492.Superseded values are not recommended for survey control.
 JM0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0492.See file dsdata.txt to determine how the superseded data were derived.
 JM0492
 JM0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH7307656426(NAD 83)
 JM0492_MARKER: DS = TRIANGULATION STATION DISK
 JM0492_SETTING: 66 = SET IN ROCK OUTCROP
 JM0492
 JM0492  HISTORY     - Date     Condition        Report By
 JM0492  HISTORY     - 1937     MONUMENTED       CGS
 JM0492  HISTORY     - 1947     GOOD             USGS
 JM0492  HISTORY     - 1958     GOOD             CGS
 JM0492
 JM0492                          STATION DESCRIPTION
 JM0492
 JM0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 JM0492'STATION IS ABOUT 6 MILES NW OF PARADOX POST OFFICE AND 1-1/4
 JM0492'MILES NE OF BUCKEYE RESERVOIR, ON THE HIGHEST PART OF A TIMBERED
 JM0492'RIDGE LOCALLY KNOWN AS CARPENTER RIDGE.
 JM0492'
 JM0492'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 JM0492'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 JM0492'
 JM0492'AZIMUTH MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 JM0492'IN A BOULDER.
 JM0492'
 JM0492'STATION IS ON THE HIGHEST PART OF THE RIDGE, 5.6 METERS NE OF A
 JM0492'16-INCH PINE TREE WITH A TRIANGULAR BLAZE 4 FEET ABOVE GROUND
 JM0492'ON ITS N SIDE.  STATION IS ON OUTCROP BEDROCK SLIGHTLY HIGHER
 JM0492'THAN BLAZE ON TREE.
 JM0492'
 JM0492'REFERENCE MARK NO. 1 LIES 14.094 METERS, 46.24 FEET W OF STATION
 JM0492'AND ABOUT 4 FEET LOWER.
 JM0492'
 JM0492'REFERENCE MARK NO. 2 LIES 11.634 METERS, 38.17 FEET NW OF
 JM0492'STATION AND ABOUT 2 FEET HIGHER.
 JM0492'
 JM0492'AZIMUTH MARK IS APPROXIMATELY 1-1/2 MILES W OF STATION AND ABOUT
 JM0492'1/4 MILE NW OF W END OF DAM, IN A PROMINENT LARGE GRAY BOULDER
 JM0492'ABOUT 60 FEET BELOW TOP OF RIDGE.  IT IS REACHED BY A TRAIL
 JM0492'STARTING ABOUT 200 YARDS N OF DAM.  THE RESERVOIR LIES BETWEEN
 JM0492'THE STATION AND THE AZIMUTH.
 JM0492'
 JM0492'TO REACH STATION--FROM PARADOX POST OFFICE GO W AND NW ON
 JM0492'MAIN-TRAVELED ROAD 0.45 MILE TO A FORK WHERE MAIN ROAD GOES N.
 JM0492'CONTINUE W 1.2 MILES TO A FORK.  THEN TAKE LEFT FORK 0.25 MILE
 JM0492'TO A FORK JUST PAST FENCE CORNER ON LEFT.  THEN RIGHT STARTING
 JM0492'IMMEDIATELY UP MOUNTAIN GRADE A DISTANCE OF 4.85 MILES TO FORK.
 JM0492'THEN RIGHT 0.7 MILE TO FORK ON TOP OF GRADE.  THEN RIGHT 0.4
 JM0492'MILE TO CREEK.  THEN, CROSSING CREEK 3 TIMES IN ABOUT 150
 JM0492'YARDS, 2.1 MILES TO FORK.  THEN RIGHT ON MOST-TRAVELED ROAD 0.5
 JM0492'MILE TO WIRE GATE AT S END OF BUCKEYE RESERVOIR.  THEN
 JM0492'THROUGH GATE AND 0.3 MILE TO POLE GATE AT OLD BUCKEYE CAMP.
 JM0492'THEN THROUGH GATE AND ACROSS CAMP TO ANOTHER POLE GATE A
 JM0492'DISTANCE OF 0.15 MILE.  THEN THROUGH GATE AND ALONG VERY
 JM0492'ROUGH ROAD 0.5 MILE TO CREEK.  THEN CROSS CREEK AND GO 2.6
 JM0492'MILES ALONG TRACK ROAD AROUND N SIDE OF RESERVOIR AND SE
 JM0492'UP W SIDE OF CARPENTER RIDGE TO A CLEARING ON LEFT SIDE ROAD
 JM0492'(WHERE A TRIANGLE BLAZE ON A LARGE TREE AT E END OF
 JM0492'CLEARING, NEAR ROAD, AND ANOTHER BLAZE ON A TREE AT NE END
 JM0492'OF CLEARING, MARK THE END OF TRUCK TRAVEL).  PACK NE UP SIDE
 JM0492'HILL TO RIDGE AND ALONG RIDGE N A TOTAL DISTANCE OF ABOUT 1/4
 JM0492'MILE FROM END OF TRUCK TRAVEL TO STATION.
 JM0492
 JM0492                          STATION RECOVERY (1947)
 JM0492
 JM0492'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947 (LMS)
 JM0492'STATION IS ABOUT 6 MI. NW. OF PARADOX POST OFFICE AND 1.25 MI. NE. OF
 JM0492'BUCKEYE RESERVOIR, ON THE HIGHEST PART OF A TIMBERED RIDGE LOCALLY
 JM0492'KNOWN AS CARPENTER RIDGE.
 JM0492'
 JM0492'TO REACH STATION FROM PARADOX POST OFFICE, GO W. AND NW. ON MAIN
 JM0492'TRAVELED RD. 0.45 MI. TO A FORK WHERE MAIN RD. GOES N.  CONTINUE W.
 JM0492'1.2 MI. TO A FORK, THEN TAKE LEFT FORK 0.25 MI. TO A FORK JUST PAST
 JM0492'FENCE CORNER ON LEFT, THEN RIGHT STARTING IMMEDIATELY UP MOUNTAIN
 JM0492'GRADE, A DISTANCE OF 4.85 MI. TO FORK, THEN RIGHT 0.7 MI. TO FORK
 JM0492'ON TOP OF GRADE, THEN RIGHT 0.4 MI. TO CREEK, THEN, CROSSING CREEK
 JM0492'THREE TIMES IN ABOUT 150 YDS., 2.1 MI. TO FORK, THEN RIGHT ON MOST
 JM0492'TRAVELED RD. 0.5 MI. TO WIRE GATE AT S. END OF BUCKEYE RESERVOIR,
 JM0492'THEN THROUGH GATE AND 0.3 MI. TO POLE GATE AT OLD BUCKEYE CAMP,
 JM0492'THEN THROUGH GATE AND ACROSS CAMP TO ANOTHER POLE GATE A DISTANCE
 JM0492'OF 0.15 MI., THEN THROUGH GATE AND ALONG VERY ROUGH RD. 0.5 MI. TO
 JM0492'CREEK, THEN CROSS CREEK AND GO 2.6 MI. ALONG TRACK RD. AROUND N.
 JM0492'SIDE OF RESERVOIR AND SE. UP W. SIDE OF CARPENTER RIDGE TO A
 JM0492'CLEARING ON LEFT SIDE RD. (WHERE A TRIANGLE BLAZE ON A LARGE TREE
 JM0492'AT E. END OF CLEARING NEAR RD., AND ANOTHER BLAZE ON A TREE AT NE.
 JM0492'END OF CLEARING, MARK THE END OF TRUCK TRAVEL).  PACK NE. UP SIDE
 JM0492'HILL TO RIDGE AND ALONG RIDGE N. A TOTAL DISTANCE OF ABOUT 1/4 MI.
 JM0492'FROM END OF TRUCK TRAVEL TO STATION.  STATION IS ON THE HIGHEST
 JM0492'PART OF THE RIDGE, 5.6 METERS NE. OF A 16 IN. PINE TREE WITH A
 JM0492'TRIANGULAR BLAZE 4 FT. ABOVE GROUND ON ITS N. SIDE.  STATION IS ON
 JM0492'OUTCROP BEDROCK SLIGHTLY HIGHER THAN BLAZE ON TREE.
 JM0492'
 JM0492'STATION AND REFERENCE MARKS--STANDARD BRONZE DISKS WEDGED IN DRILL
 JM0492'HOLES IN OUTCROPPING BEDROCK.  AZIMUTH MARK IS A STANDARD BRONZE
 JM0492'DISK WEDGED IN A DRILL HOLE IN A BOULDER.
 JM0492'
 JM0492'REFERENCE MARK NO. 1--LIES 14.094 METERS, 46.24 FT. W. OF STATION
 JM0492'AND ABOUT 4 FT. LOWER.
 JM0492'
 JM0492'REFERENCE MARK NO. 2--LIES 11.634 METERS, 38.17 FT. NW. OF STATION
 JM0492'AND ABOUT 2 FT. HIGHER.
 JM0492'
 JM0492'AZIMUTH MARK IS APPROXIMATELY 1.5 MI. W. OF STATION AND ABOUT 0.25 MI.
 JM0492'NW. OF W. END OF DAM, IN A PROMINENT LARGE GRAY BOULDER ABOUT 60 FT.
 JM0492'BELOW TOP OF RIDGE.  IT IS REACHED BY A TRAIL STARTING ABOUT 200 YDS.
 JM0492'N. OF DAM.  THE RESERVOIR LIES BETWEEN THE STATION AND THE AZIMUTH.
 JM0492'
 JM0492'STATION RECOVERED AS DESCRIBED.
 JM0492'TREE WITH TRIANGULAR BLAZE WAS CUT DOWN TO CLEAR LINE OF SIGHT.
 JM0492
 JM0492                          STATION RECOVERY (1958)
 JM0492
 JM0492'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JDA)
 JM0492'THE STATION AND REFERENCE MARK 1 AND 2 WERE RECOVERED AND IN
 JM0492'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED BUT IS
 JM0492'PROBABLY STILL INTACT.  THE ROUTE IN FROM PARADOX (1937) WAS NOT
 JM0492'FOLLOWED.  FROM RESERVOIR* THE ROUTE HAS CHANGED INASMUCH AS
 JM0492'IT IS NOW A DRIVE STATION.  *(BUCKEYE RESERVOIR)
 JM0492'
 JM0492'SEE RECONNAISSANCE DESCRIPTION FOR NEW ROUTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0641 ***********************************************************************
 KL0641  DESIGNATION -  BUCKEYE
 KL0641  PID         -  KL0641
 KL0641  STATE/COUNTY-  CO/LAKE
 KL0641  USGS QUAD   -  LEADVILLE NORTH (1994)
 KL0641
 KL0641                         *CURRENT SURVEY CONTROL
 KL0641  ___________________________________________________________________
 KL0641* NAD 83(1992)-  39 20 44.15469(N)    106 15 12.89555(W)     ADJUSTED  
 KL0641* NAVD 88     -      3923.7    (meters)   12873.     (feet)  VERTCON   
 KL0641  ___________________________________________________________________
 KL0641  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 KL0641  GEOID HEIGHT-         -12.85  (meters)                     GEOID03
 KL0641
 KL0641  HORZ ORDER  -  SECOND
 KL0641
 KL0641.The horizontal coordinates were established by classical geodetic methods
 KL0641.and adjusted by the National Geodetic Survey in January 1993..
 KL0641
 KL0641.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0641
 KL0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0641
 KL0641.The geoid height was determined by GEOID03.
 KL0641
 KL0641;                    North         East     Units Scale Factor Converg.
 KL0641;SPC CO C     -   472,943.774   849,444.797   MT  0.99994499   -0 28 31.0
 KL0641;SPC CO C     - 1,551,649.70  2,786,886.80   sFT  0.99994499   -0 28 31.0
 KL0641;UTM  13      - 4,355,878.429   391,978.458   MT  0.99974367   -0 47 41.4
 KL0641
 KL0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0641!SPC CO C     -   0.99938680  x   0.99994499  =   0.99933182
 KL0641!UTM  13      -   0.99938680  x   0.99974367  =   0.99913062
 KL0641
 KL0641|---------------------------------------------------------------------|
 KL0641| PID    Reference Object                     Distance      Geod. Az  |
 KL0641|                                                           dddmmss.s |
 KL0641| CM6149 BUCKEYE RM 1                          8.776 METERS 04922     |
 KL0641| CM6151 BUCKEYE RM                            7.682 METERS 10702     |
 KL0641| CM6150 BUCKEYE RM 2                          7.389 METERS 19314     |
 KL0641| KL0643 HOMESTAKE PK                        APPROX.14.1 KM 2795753.8 |
 KL0641|---------------------------------------------------------------------|
 KL0641
 KL0641                          SUPERSEDED SURVEY CONTROL
 KL0641
 KL0641  NAD 83(1986)-  39 20 44.14778(N)    106 15 12.89755(W) AD(       ) 2
 KL0641  NAD 27      -  39 20 44.19200(N)    106 15 10.80800(W) AD(       ) 2
 KL0641  NGVD 29 (07/19/86) 3921.8    (m)        12867.     (f) VERT ANG       
 KL0641
 KL0641.Superseded values are not recommended for survey control.
 KL0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0641.See file dsdata.txt to determine how the superseded data were derived.
 KL0641
 KL0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD9197855878(NAD 83)
 KL0641_MARKER: DS = TRIANGULATION STATION DISK
 KL0641_SETTING: 80 = SET IN A BOULDER
 KL0641_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KL0641
 KL0641  HISTORY     - Date     Condition        Report By
 KL0641  HISTORY     - 1953     MONUMENTED       CGS
 KL0641  HISTORY     - 1959     GOOD             AMS
 KL0641  HISTORY     - 1970     GOOD             USGS
 KL0641
 KL0641                          STATION DESCRIPTION
 KL0641
 KL0641'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KL0641'THE STATION IS LOCATED ON THE SUMMIT OF BUCKEYE PEAK, THE HIGHEST
 KL0641'PEAK IN THE VICINITY, ABOUT 6-1/2 MILES NORTH OF LEADVILLE,
 KL0641'ABOUT 4 MILES WEST OF CLIMAX, ABOUT 3 MILES EAST-SOUTHEAST OF
 KL0641'TENNESSEE PASS, IN THE CENTER OF A CIRCLE OF ROCKS ABOUT 6
 KL0641'FEET IN DIAMETER AND ABOUT 2-1/2 FEET HIGH, ABOUT 50 FEET NORTH
 KL0641'OF A POINT WHERE THE MOUNTAIN DROPS OFF TO THE SOUTH.  IT IS
 KL0641'SET FLUSH IN A DRILL HOLE IN A BOULDER AND IS STAMPED BUCKEYE
 KL0641'1951.
 KL0641'
 KL0641'R.M. NO. 1 IS ABOUT 60 FEET WEST OF THE EAST EDGE OF THE MOUNTAIN
 KL0641'ON THE SAME ELEVATION AS THE STATION, SET FLUSH IN A DRILL HOLE IN
 KL0641'A BOULDER AND IS STAMPED BUCKEYE NO 1 1951.
 KL0641'
 KL0641'R.M. NO. 2 IS ON THE SOUTH SLOPE OF THE HILL ABOUT 1 FOOT
 KL0641'BELOW THE STATION ELEVATION, SET FLUSH IN A DRILL HOLE IN A
 KL0641'BOULDER AND IS STAMPED BUCKEYE NO 2 1951.
 KL0641'
 KL0641'(USGS) R.M. IS ABOUT 40 FEET WEST OF THE EAST EDGE OF THE
 KL0641'MOUNTAIN, A STANDARD U.S.G.S. REFERENCE MARK DISK SET FLUSH
 KL0641'IN A DRILL HOLE IN A BOULDER.  THERE IS NO STAMPING ON THE
 KL0641'DISK.
 KL0641'
 KL0641'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 50.41 FEET.
 KL0641'
 KL0641'TRIANGULATION STATION HOMESTAKE PK WILL SERVE AS AN AZIMUTH
 KL0641'MARK FOR THIS STATION.
 KL0641'
 KL0641'TO REACH THE STATION FROM THE POST OFFICE IN LEADVILLE GO NORTH
 KL0641'AND EAST ON U.S. HIGHWAY 24 FOR 1 MILE TO THE JUNCTION WITH
 KL0641'STATE ROUTE 91, TURN RIGHT ON STATE ROUTE 91 AND GO 4.4 MILES
 KL0641'TO A TRACK ROAD LEFT, JUST AFTER PASSING A TRAILER CAMP ON THE
 KL0641'LEFT, (A TRIANGLE BLAZED TREE ON EACH SIDE OF THE HIGHWAY),
 KL0641'HERE TURN LEFT AND FOLLOW THE TRACK ROAD NORTH FOR 0.1 MILE
 KL0641'TO A FORK, TAKE LEFT FORK AND CONTINUE FOR 0.2 MILE TO A FORK
 KL0641'AND AN OPEN AREA IN THE TREES, FROM THIS POINT A 4-WHEEL DRIVE
 KL0641'JEEP IS REQUIRED.  LEAVE THE OPEN AREA BY BEARING LEFT DOWN
 KL0641'AN INCLINE, CROSS THE CREEK THEN UP THE WEST BANK FOR ABOUT
 KL0641'50 YARDS BEFORE CROSSING BACK OVER THE CREEK, HERE FOLLOW
 KL0641'THE JEEP ROAD ALONG THE EAST SIDE OF THE CREEK FOR 1.5 MILES
 KL0641'TO AN OLD HOUSE WITH A GREEN ROOF, CONTINUE AHEAD ON
 KL0641'THE JEEP ROAD, CROSS THE CREEK AND GO UP AN INCLINE FOR 1.1
 KL0641'MILES TO A HIGH, FLAT OPEN AREA AND THE END OF A
 KL0641'BOX-CANYON.  THIS IS ETT.  PACK NORTH UP A DRAW AND ROCK
 KL0641'SLIDE TO THE TOP OF THE CANYON RIM, BEAR LEFT AND GO WEST
 KL0641'TO THE SUMMIT OF BUCKEYE PEAK AND THE STATION AS DESCRIBED.
 KL0641'THIS IS A 1 HOUR PACK.
 KL0641
 KL0641                          STATION RECOVERY (1959)
 KL0641
 KL0641'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1959
 KL0641'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 KL0641'TRIANGULATION STATION HOMESTAKE PK USED AS THE AZIMUTH MARK
 KL0641'FOR THIS STATION.
 KL0641
 KL0641                          STATION RECOVERY (1970)
 KL0641
 KL0641'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 KL0641'STATION LOCATED ON SUMMIT OF BUCKEYE PEAK, AT HEAD OF BUCKEYE GULCH,
 KL0641'AND ABOUT 3 MI. SW. OF FREMONT PASS.
 KL0641'
 KL0641'STATION MARK--CENTER OF CAIRN, 6 FT. IN DIAMETER AT BASE AND 6 FT.
 KL0641'HIGH.
 KL0641'
 KL0641'REFERENCE MARK--BRONZE REFERENCE TABLET CEMENTED IN ROCK, DISTANT
 KL0641'FROM STATION MARK 24.2 FT., N 59 DEG 48 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0290 ***********************************************************************
 HJ0290  DESIGNATION -  BUCKEYE
 HJ0290  PID         -  HJ0290
 HJ0290  STATE/COUNTY-  CO/BACA
 HJ0290  USGS QUAD   -  LYCAN (1971)
 HJ0290
 HJ0290                         *CURRENT SURVEY CONTROL
 HJ0290  ___________________________________________________________________
 HJ0290* NAD 83(1992)-  37 30 26.85893(N)    102 07 41.98576(W)     ADJUSTED  
 HJ0290* NAVD 88     -      1148.     (meters)    3766.     (feet)  SCALED    
 HJ0290  ___________________________________________________________________
 HJ0290  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 HJ0290  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 HJ0290
 HJ0290  HORZ ORDER  -  FIRST
 HJ0290
 HJ0290.The horizontal coordinates were established by classical geodetic methods
 HJ0290.and adjusted by the National Geodetic Survey in November 1994..
 HJ0290
 HJ0290.The orthometric height was scaled from a topographic map.
 HJ0290
 HJ0290.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0290
 HJ0290.The geoid height was determined by GEOID03.
 HJ0290
 HJ0290;                    North         East     Units Scale Factor Converg.
 HJ0290;SPC CO S     -   403,494.370 1,212,437.449   MT  0.99996156   +2 04 05.2
 HJ0290;SPC CO S     - 1,323,797.78  3,977,805.20   sFT  0.99996156   +2 04 05.2
 HJ0290;SPC KS S     -   499,556.456    79,288.639   MT  0.99996139   -2 13 47.0
 HJ0290;UTM  13      - 4,155,043.891   753,829.652   MT  1.00039370   +1 44 57.8
 HJ0290
 HJ0290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0290!SPC CO S     -   0.99982356  x   0.99996156  =   0.99978513
 HJ0290!SPC KS S     -   0.99982356  x   0.99996139  =   0.99978496
 HJ0290!UTM  13      -   0.99982356  x   1.00039370  =   1.00021719
 HJ0290
 HJ0290|---------------------------------------------------------------------|
 HJ0290| PID    Reference Object                     Distance      Geod. Az  |
 HJ0290|                                                           dddmmss.s |
 HJ0290| CM8539 BUCKEYE RM 1                         21.245 METERS 09359     |
 HJ0290| CM8538 BUCKEYE AZ MK                                      1820239.5 |
 HJ0290| CM8540 BUCKEYE RM 2                         21.420 METERS 35137     |
 HJ0290|---------------------------------------------------------------------|
 HJ0290
 HJ0290                          SUPERSEDED SURVEY CONTROL
 HJ0290
 HJ0290  NAD 83(1992)-  37 30 26.86042(N)    102 07 41.98091(W) AD(       ) 1
 HJ0290  NAD 83(1986)-  37 30 26.86153(N)    102 07 41.97609(W) AD(       ) 1
 HJ0290  NAD 27      -  37 30 26.80681(N)    102 07 40.32746(W) AD(       ) 1
 HJ0290
 HJ0290.Superseded values are not recommended for survey control.
 HJ0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0290.See file dsdata.txt to determine how the superseded data were derived.
 HJ0290
 HJ0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB5383055044(NAD 83)
 HJ0290_MARKER: DS = TRIANGULATION STATION DISK
 HJ0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0290
 HJ0290  HISTORY     - Date     Condition        Report By
 HJ0290  HISTORY     - 1953     MONUMENTED       CGS
 HJ0290
 HJ0290                          STATION DESCRIPTION
 HJ0290
 HJ0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HJ0290'THE STATION IS LOCATED ALONG THE EAST SIDE OF A NORTH-SOUTH
 HJ0290'ROAD, AND IN THE FENCE LINE BETWEEN TWO CULTIVATED FIELDS.
 HJ0290'IT IS ABOUT 5 MILES AIRLINE NORTH OF BARTLETT, ABOUT 3-1/2
 HJ0290'MILES AIRLINE SOUTH OF LYCAN, AND ABOUT 15 MILES AIRLINE
 HJ0290'EAST-SOUTHEAST OF TWO BUTTES.
 HJ0290'
 HJ0290'THE STATION IS A STANDARD DISK STAMPED BUCKEYE 1953 AND SET
 HJ0290'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 HJ0290'4 INCHES.  IT IS 54 FEET EAST OF THE CENTERLINE OF THE ROAD,
 HJ0290'4-1/2 FEET EAST OF A FENCE CORNER, AND 2 FEET EAST OF A
 HJ0290'WHITE WITNESS POST.
 HJ0290'
 HJ0290'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BUCKEYE NO 1 1953
 HJ0290'AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HJ0290'THAT PROJECTS 7 INCHES.  IT IS 1 FOOT SOUTH OF A WIRE FENCE,
 HJ0290'AND ABOUT THE SAME ELEVATION AS THE STATION.
 HJ0290'
 HJ0290'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BUCKEYE NO 2
 HJ0290'1953 AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HJ0290'THAT PROJECTS 6 INCHES.  IT IS 39 FEET EAST OF THE CENTERLINE
 HJ0290'OF THE ROAD, 1 FOOT WEST OF THE FENCE, AND ABOUT THE SAME
 HJ0290'ELEVATION AS THE STATION.
 HJ0290'
 HJ0290'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BUCKEYE 1953 AND
 HJ0290'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 HJ0290'PROJECTS 1 INCH.  IT IS 225 FEET NORTH-NORTHWEST OF THE CENTERLINE
 HJ0290'OF A CROSSROAD, 51 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH
 HJ0290'ROAD, AND 1 FOOT EAST OF A WIRE FENCE.  TO REACH THE MARK
 HJ0290'FROM THE STATION GO SOUTH ON THE GRADED DIRT ROAD FOR 1/2
 HJ0290'MILE TO THE MARK ON THE RIGHT.
 HJ0290'
 HJ0290'TO REACH THE STATION FROM THE POST OFFICE IN LYCAN GO SOUTH
 HJ0290'ON THE GRADED DIRT ROAD FOR 3.6 MILES TO THE STATION ON THE
 HJ0290'LEFT.
 HJ0290'
 HJ0290'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1302 ***********************************************************************
 LL1302  DESIGNATION -  BUCKHORN
 LL1302  PID         -  LL1302
 LL1302  STATE/COUNTY-  CO/LARIMER
 LL1302  USGS QUAD   -  BUCKHORN MOUNTAIN (1977)
 LL1302
 LL1302                         *CURRENT SURVEY CONTROL
 LL1302  ___________________________________________________________________
 LL1302* NAD 83(1992)-  40 36 40.36430(N)    105 19 26.32472(W)     ADJUSTED  
 LL1302* NAVD 88     -      2544.1    (meters)    8347.     (feet)  VERTCON   
 LL1302  ___________________________________________________________________
 LL1302  LAPLACE CORR-         -17.79  (seconds)                    DEFLEC99
 LL1302  GEOID HEIGHT-         -13.70  (meters)                     GEOID03
 LL1302
 LL1302  HORZ ORDER  -  THIRD
 LL1302
 LL1302.The horizontal coordinates were established by classical geodetic methods
 LL1302.and adjusted by the National Geodetic Survey in January 1993..
 LL1302
 LL1302.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1302
 LL1302.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1302
 LL1302.The geoid height was determined by GEOID03.
 LL1302
 LL1302;                    North         East     Units Scale Factor Converg.
 LL1302;SPC CO N     -   446,702.007   929,297.702   MT  0.99997660   +0 06 49.4
 LL1302;SPC CO N     - 1,465,554.83  3,048,870.88   sFT  0.99997660   +0 06 49.4
 LL1302;UTM  13      - 4,495,649.836   472,593.365   MT  0.99960925   -0 12 39.2
 LL1302
 LL1302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1302!SPC CO N     -   0.99960322  x   0.99997660  =   0.99957983
 LL1302!UTM  13      -   0.99960322  x   0.99960925  =   0.99921263
 LL1302
 LL1302:                Primary Azimuth Mark                     Grid Az
 LL1302:SPC CO N     -  BUCKHORN AZ MK                           164 09 07.8
 LL1302:UTM  13      -  BUCKHORN AZ MK                           164 28 36.4
 LL1302
 LL1302|---------------------------------------------------------------------|
 LL1302| PID    Reference Object                     Distance      Geod. Az  |
 LL1302|                                                           dddmmss.s |
 LL1302| CP6698 BUCKHORN AZ MK                                     1641557.2 |
 LL1302| CP6699 BUCKHORN RM 1                         6.538 METERS 20235     |
 LL1302| CP6700 BUCKHORN RM 2                        10.774 METERS 31639     |
 LL1302|---------------------------------------------------------------------|
 LL1302
 LL1302                          SUPERSEDED SURVEY CONTROL
 LL1302
 LL1302  NAD 83(1986)-  40 36 40.35305(N)    105 19 26.32715(W) AD(       ) 3
 LL1302  NAD 27      -  40 36 40.41600(N)    105 19 24.37700(W) AD(       ) 3
 LL1302  NGVD 29 (07/19/86) 2543.0    (m)         8343.     (f) VERT ANG       
 LL1302
 LL1302.Superseded values are not recommended for survey control.
 LL1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1302.See file dsdata.txt to determine how the superseded data were derived.
 LL1302
 LL1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE7259395650(NAD 83)
 LL1302_MARKER: DS = TRIANGULATION STATION DISK
 LL1302_SETTING: 66 = SET IN ROCK OUTCROP
 LL1302
 LL1302  HISTORY     - Date     Condition        Report By
 LL1302  HISTORY     - 1949     MONUMENTED       CGS
 LL1302
 LL1302                          STATION DESCRIPTION
 LL1302
 LL1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LL1302'THE STATION IS LOCATED ABOUT 13 MILES AIR LINE WEST OF FORT
 LL1302'COLLINS, ON A HIGH TIMBERED RIDGE WHICH RUNS IN A NORTH-SOUTH
 LL1302'DIRECTION.  THE STATION IS LOCATED NEAR THE SOUTH END OF THE
 LL1302'RIDGE, ABOUT 30 PACES WEST OF THE HIGHEST POINT, ON THE CREST
 LL1302'OF A LARGE HOGBACK OUTCROP, PROJECTS 8 FEET, AND IS STAMPED,
 LL1302'BUCKHORN 1949.
 LL1302'
 LL1302'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 FEET LOWER THAN THE
 LL1302'STATION, ON THE NORTH RIM, AND IS STAMPED, BUCKHORN NO 1 1949.
 LL1302'
 LL1302'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 LL1302'THE STATION, ON THE CREST OF OUTCROP, PROJECTS 10 FEET, AND IS
 LL1302'STAMPED, BUCKHORN NO 2 1949.
 LL1302'
 LL1302'THE AZIMUTH MARK IS LOCATED ALONG THE MAIN TRAVELED ROAD,
 LL1302'0.4 MILE EASTERLY FROM THE POINT WHERE YOU LEAVE MAIN ROAD TO
 LL1302'REACH STATION, 20 PACES EAST OF AND APPROXIMATELY 16 FEET
 LL1302'ABOVE THE CENTER LINE OF ROAD, SET IN THE WEST END AND TOP
 LL1302'OF A LARGE OUTCROP, PROJECTS ABOUT 16 FEET AND IS STAMPED,
 LL1302'BUCKHORN 1949.
 LL1302'
 LL1302'TO REACH FROM THE POST OFFICE IN FORT COLLINS, GO NORTH ON
 LL1302'U.S. HIGHWAY 87 AND 287 FOR 2.0 MILES TO JUNCTION OF SAME.  TAKE
 LL1302'THE LEFT FORK, U.S. HIGHWAY 287, FOR 4.6 MILES TO A SIDE ROAD LEFT
 LL1302'AND SIGN, RIST CANYON.  TURN LEFT AND FOLLOW ROAD UP CANYON
 LL1302'FOR 0.9 MILE TO CROSSROAD AT BELLVUE STORE.  CONTINUE STRAIGHT
 LL1302'AHEAD FOR 0.6 MILE TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD
 LL1302'FOR 10.6 MILES ALONG THE MAIN ROAD (WESTERLY) TO TOP OF PASS
 LL1302'AND SIGN BUCKHORN MTN. GUEST RANCH, AND SIDE ROAD LEFT.  TURN
 LL1302'LEFT, LEAVING MAIN ROAD, AND GO SOUTHERLY FOR 1.1 MILE TO A
 LL1302'GATE.  PASS THROUGH GATE AND CONTINUE FOR 0.1 MILE TO A
 LL1302'TRIANGLE BLAZE ON THE LEFT (EAST) SIDE OF ROAD.  TURN LEFT,
 LL1302'LEAVING ROAD, AND GO ABOUT 200 FEET TO AND OLD ABANDONED ROAD
 LL1302'AND END OF TRUCK TRAVEL.  FROM HERE PACK EAST FOR ABOUT 150
 LL1302'FEET TO A SMALL SADDLE, THENCE RIGHT FOR ABOUT 200 YARDS TO THE
 LL1302'TOP AND STATION.  A 5-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0739 ***********************************************************************
 LK0739  DESIGNATION -  BUCKINGHAM HALLIBURTON CO MAST
 LK0739  PID         -  LK0739
 LK0739  STATE/COUNTY-  CO/WELD
 LK0739  USGS QUAD   -  BUCKINGHAM (1978)
 LK0739
 LK0739                         *CURRENT SURVEY CONTROL
 LK0739  ___________________________________________________________________
 LK0739* NAD 83(1992)-  40 34 47.65323(N)    103 58 23.99237(W)     ADJUSTED  
 LK0739* NAVD 88     -                                                        
 LK0739  ___________________________________________________________________
 LK0739  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 LK0739  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 LK0739
 LK0739  HORZ ORDER  -  THIRD
 LK0739
 LK0739.The horizontal coordinates were established by classical geodetic methods
 LK0739.and adjusted by the National Geodetic Survey in January 1993..
 LK0739
 LK0739
 LK0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0739
 LK0739.The geoid height was determined by GEOID03.
 LK0739
 LK0739;                    North         East     Units Scale Factor Converg.
 LK0739;SPC CO N     -   444,323.240 1,043,650.624   MT  0.99997331   +0 59 11.2
 LK0739;SPC CO N     - 1,457,750.50  3,424,043.76   sFT  0.99997331   +0 59 11.2
 LK0739;UTM  13      - 4,492,630.531   586,891.031   MT  0.99969293   +0 40 04.4
 LK0739
 LK0739                          SUPERSEDED SURVEY CONTROL
 LK0739
 LK0739  NAD 83(1986)-  40 34 47.64408(N)    103 58 23.99312(W) AD(       ) 4
 LK0739  NAD 27      -  40 34 47.68000(N)    103 58 22.16600(W) AD(       ) 3
 LK0739
 LK0739.Superseded values are not recommended for survey control.
 LK0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0739.See file dsdata.txt to determine how the superseded data were derived.
 LK0739
 LK0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE8689192631(NAD 83)
 LK0739
 LK0739  HISTORY     - Date     Condition        Report By
 LK0739  HISTORY     - 1963     FIRST OBSERVED   CGS
 LK0739
 LK0739                          STATION DESCRIPTION
 LK0739
 LK0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 LK0739'THE STATION IS LOCATED ABOUT 2-3/4 MILES SOUTH OF THE TOWN OF
 LK0739'BUCKINGHAM.
 LK0739'
 LK0739'TO REACH THE STATION FROM THE POST OFFICE IN BUCKINGHAM,
 LK0739'GO SOUTHEAST FOR 0.35 MILE TO A SIDEROAD RIGHT, TURN RIGHT
 LK0739'AND GO SOUTH FOR 2.7 MILES TO THE STATION ON THE LEFT.
 LK0739'
 LK0739'THE STATION IS THE TOP AND CENTER OF A STEEL TRUSSWORK STRUCTURE,
 LK0739'PAINTED ALTERNATELY RED AND WHITE IN COLOR WITH AN OVERALL
 LK0739'HEIGHT OF 175 FEET.
 LK0739'
 LK0739'THE APEX OF THE MAST WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0486 ***********************************************************************
 KK0486  DESIGNATION -  BUCKLEY
 KK0486  PID         -  KK0486
 KK0486  STATE/COUNTY-  CO/ARAPAHOE
 KK0486  USGS QUAD   -  COAL CREEK (1994)
 KK0486
 KK0486                         *CURRENT SURVEY CONTROL
 KK0486  ___________________________________________________________________
 KK0486* NAD 83(1992)-  39 38 54.18684(N)    104 41 20.26793(W)     ADJUSTED  
 KK0486* NAVD 88     -      1772.856  (meters)    5816.45   (feet)  ADJUSTED  
 KK0486  ___________________________________________________________________
 KK0486  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 KK0486  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 KK0486  DYNAMIC HT  -        1771.134 (meters)    5810.80  (feet)  COMP
 KK0486  MODELED GRAV-     979,592.0   (mgal)                       NAVD 88
 KK0486
 KK0486  HORZ ORDER  -  FIRST
 KK0486  VERT ORDER  -  SECOND    CLASS 0
 KK0486
 KK0486.The horizontal coordinates were established by classical geodetic methods
 KK0486.and adjusted by the National Geodetic Survey in January 1993..
 KK0486
 KK0486.The orthometric height was determined by differential leveling
 KK0486.and adjusted by the National Geodetic Survey in June 1991..
 KK0486
 KK0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK0486
 KK0486.The geoid height was determined by GEOID03.
 KK0486
 KK0486.The dynamic height is computed by dividing the NAVD 88
 KK0486.geopotential number by the normal gravity value computed on the
 KK0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0486.degrees latitude (g = 980.6199 gals.).
 KK0486
 KK0486.The modeled gravity was interpolated from observed gravity values.
 KK0486
 KK0486;                    North         East     Units Scale Factor Converg.
 KK0486;SPC CO C     -   506,600.656   984,011.085   MT  0.99998148   +0 30 41.4
 KK0486;SPC CO C     - 1,662,072.32  3,228,376.37   sFT  0.99998148   +0 30 41.4
 KK0486;UTM  13      - 4,388,778.823   526,685.698   MT  0.99960877   +0 11 54.5
 KK0486
 KK0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK0486!SPC CO C     -   0.99972472  x   0.99998148  =   0.99970620
 KK0486!UTM  13      -   0.99972472  x   0.99960877  =   0.99933360
 KK0486
 KK0486:                Primary Azimuth Mark                     Grid Az
 KK0486:SPC CO C     -  BUCK                                     005 22 46.7
 KK0486:UTM  13      -  BUCK                                     005 41 33.6
 KK0486
 KK0486|---------------------------------------------------------------------|
 KK0486| PID    Reference Object                     Distance      Geod. Az  |
 KK0486|                                                           dddmmss.s |
 KK0486| KK1680 BUCK                                APPROX. 1.2 KM 0055328.1 |
 KK0486| CP6703 BUCKLEY RM 4                         19.935 METERS 04105     |
 KK0486| CP6701 BUCKLEY RM 1                          7.500 METERS 06752     |
 KK0486| KK1662 OBSERVATION TOWER                   APPROX. 8.8 KM 0930035.3 |
 KK0486| KK0485 C E=BUCKLEY RM 2                     16.665 METERS 16550     |
 KK0486| KK1674 WINDMILL                            APPROX. 3.7 KM 2075730.0 |
 KK0486| CP6702 BUCKLEY RM 3                         35.890 METERS 34546     |
 KK0486|---------------------------------------------------------------------|
 KK0486
 KK0486                          SUPERSEDED SURVEY CONTROL
 KK0486
 KK0486  NAD 83(1986)-  39 38 54.18080(N)    104 41 20.26676(W) AD(       ) 1
 KK0486  NAD 27      -  39 38 54.22105(N)    104 41 18.37221(W) AD(       ) 1
 KK0486  NGVD 29 (??/??/92) 1771.898  (m)         5813.30   (f) ADJ UNCH    2 0
 KK0486
 KK0486.Superseded values are not recommended for survey control.
 KK0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0486.See file dsdata.txt to determine how the superseded data were derived.
 KK0486
 KK0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED2668688779(NAD 83)
 KK0486_MARKER: DS = TRIANGULATION STATION DISK
 KK0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0486_STAMPING: BUCKLEY 1960
 KK0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0486+STABILITY: SURFACE MOTION
 KK0486
 KK0486  HISTORY     - Date     Condition        Report By
 KK0486  HISTORY     - 1960     MONUMENTED       CGS
 KK0486  HISTORY     - 1960     GOOD             NGS
 KK0486  HISTORY     - 1961     GOOD             CGS
 KK0486  HISTORY     - 1968     SEE DESCRIPTION  CGS
 KK0486  HISTORY     - 1977     SEE DESCRIPTION  NGS
 KK0486
 KK0486                          STATION DESCRIPTION
 KK0486
 KK0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KK0486'THE STATION IS ABOUT 6 1/2 MILES SOUTH AND 4 1/4 MILES WEST OF WATKINS
 KK0486'ON THE LOWRY A.F.B. BOMBING RANGE AT COMPLEX 1-A.
 KK0486'
 KK0486'TO REACH THE STATION FROM THE SOUTH ENTRANCE TO THE FITZSIMONS U.S.
 KK0486'ARMY HOSPITAL, AT THE EAST EDGE OF AURORA, GO EAST ON U.S. HIGHWAYS
 KK0486'36, 40 AND 287 FOR 2.1 MILES TO A SIDE ROAD RIGHT (BUCKLEY ROAD),
 KK0486'TURN RIGHT AND GO SOUTH FOR 1.0 MILE TO THE INTERSECTION WITH STATE
 KK0486'HIGHWAY 30, TURN LEFT AND GO EAST ON STATE HIGHWAY 30 FOR 1.0 MILE TO
 KK0486'THE ENTRANCE TO BUCKLEY NAVAL AIR STATION ON THE RIGHT.  CONTINUE
 KK0486'EAST, SOUTHEAST AND SOUTH ON STATE HIGHWAY 30 FOR 7.4 MILES TO A FORK
 KK0486'TAKE LEFT FORK AND GO EAST ON THE MACADAM ROAD FOR 0.6 MILE TO A
 KK0486'GUARD STATION (PASS REQUIRED), CONTINUE EAST ON THE MACADAM ROAD FOR
 KK0486'1.0 MILE TO SIDE ROAD LEFT AND SIGN, COMPLEX 1A.  TURN LEFT AND GO
 KK0486'NORTH ON THE MACADAM ROAD FOR 0.5 MILE TO A GRAVELED ROAD RIGHT,
 KK0486'TURN RIGHT AND GO ABOUT 100 FEET TO THE CORPS. OF ENGINEERS OFFICE
 KK0486'ON THE LEFT, CONTINUE EAST ON THE GRAVELED ROAD FOR ABOUT 150 FEET
 KK0486'THEN TURN LEFT AND FOLLOW THE GRAVELED ROAD NORTH FOR 0.2 MILE TO
 KK0486'THE STATION ON THE LEFT.
 KK0486'
 KK0486'THE STATION MARK, STAMPED BUCKLEY 1960, IS A STANDARD DISK SET IN THE
 KK0486'TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT IS
 KK0486'110 FEET NORTHEAST OF A WATER TANK, 50 FEET WEST OF THE CENTER OF THE
 KK0486'GRAVELED ROAD AND 3 FEET EAST OF THE WITNESS POST.
 KK0486'
 KK0486'REFERENCE MARK NO. 1, STAMPED BUCKLEY NO 1 1960, IS A STANDARD DISK
 KK0486'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 5
 KK0486'INCHES.  IT IS 27 1/2 FEET NORTHEAST OF THE WITNESS POST.
 KK0486'
 KK0486'A U.S.E. MARK, STAMPED C E, SET IN THE TOP OF 6-INCH X 10-INCH
 KK0486'CONCRETE POST THAT PROJECTS 1 INCH WAS USED FOR R.M. 2.  IT IS 55 1/2
 KK0486'FEET SOUTHEAST OF THE WITNESS POST.
 KK0486'
 KK0486'TRIANGULATION STATION BUCK MAY BE USED FOR THE AZIMUTH MARK, SEE
 KK0486'DESCRIPTION THERE OF.  BUCKLEY TO BUCK IS A MEASURED BASE LINE.
 KK0486
 KK0486                          STATION RECOVERY (1960)
 KK0486
 KK0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KK0486'7 MI ESE FROM BUCKLEY ANG BASE.
 KK0486'7.2 MILES, EAST AND SOUTH ALONG COLORADO STATE HIGHWAY 30 FROM
 KK0486'THE MAIN GATE AT BUCKLEY A.N.G. BASE, THENCE EAST ALONG AN OILED
 KK0486'ROAD 1.6 MILES, THENCE NORTH ALONG AN OILED ROAD 0.7 MILES.  THE
 KK0486'MARK IS 110 FEET NORTHEAST OF A WATER TANK, 50 FEET WEST OF THE
 KK0486'CENTER OF A GRAVELED ROAD AND 3 FEET EAST OF A METAL WITNESS POST.
 KK0486'IT IS A STANDARD TRIANGULATION STATION DISK SET IN THE TOP OF A 12
 KK0486'INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 4 INCHES.
 KK0486
 KK0486                          STATION RECOVERY (1961)
 KK0486
 KK0486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 KK0486'THE STATION MARK, REFERENCE MARK NO. 2 WERE RECOVERED AS DESCRIBED.
 KK0486'REFERENCE MARK NO. 1 WAS DESTROYED BY CONSTRUCTION.  TRIANGULATION
 KK0486'STATION BUCK WAS USED FOR THE AZIMUTH MARK.  A DESCRIPTION FOLLOWS.
 KK0486'
 KK0486'THE STATION IS 8 MILES SOUTHWEST OF BENNETT, 6 MILES SOUTHEAST OF
 KK0486'AURORA AT MISSLE SITE 848 A, IN SECTION 5, R65 W, T4S.
 KK0486'
 KK0486'TO REACH THE STATION FROM THE JUNCTION OF COLORADO STATE HIGHWAYS 30
 KK0486'AND 70 IN AURORA GO EAST ON COLORADO STATE HIGHWAY 30 FOR 5 MILES TO
 KK0486'THE MAIN ENTRANCE TO BUCKLEY A.N.G. BASE, CONTINUE STRAIGHT AHEAD,
 KK0486'EAST AND SOUTHEAST FOR 7.3 MILES TO A FORK, TAKE THE LEFT FORK AND GO
 KK0486'1.5 MILES TO A SIDE ROAD LEFT, TURN LEFT, NORTH, AND GO 0.4 MILE TO A
 KK0486'GUARD GATE (PASS REQUIRED).  CONTINUE AHEAD NORTH-NORTHEAST FOR 0.35
 KK0486'MILE TO THE TOP OF THE HILL AND THE STATION AS DESCRIBED.
 KK0486'
 KK0486'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 KK0486'SQUARE CONCRETE MONUMENT, WHICH PROJECTS 3 INCHES AND IS STAMPED
 KK0486'BUCKLEY 1960.  IT IS 114 FEET NORTHEAST OF A WATER TANK, 104 FEET
 KK0486'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A SEWER PIT AND 3 FEET
 KK0486'EAST OF A METAL WITNESS POST.
 KK0486'
 KK0486'A U.S.E. MARK, STAMPED C-E, SET IN THE TOP OF A 6 X 10 INCH CONCRETE
 KK0486'MONUMENT, WHICH IS SET FLUSH WAS USED FOR REFERENCE MARK NO. 2.  IT
 KK0486'IS 109 FEET EAST OF A WATER TANK, 86 FEET NORTH-NORTHWEST OF A POWER
 KK0486'LINE POLE AND 2 FEET SOUTH OF A WITNESS POST.
 KK0486'
 KK0486'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 KK0486'SQUARE CONCRETE MONUMENT, WHICH IS SET FLUSH AND IS STAMPED BUCKLEY
 KK0486'NO 3 1961.  IT IS SET IN THE SOUTHEAST CORNER OF A DIKE WHICH
 KK0486'SURROUNDS A SEWER PIT.
 KK0486
 KK0486                          STATION RECOVERY (1968)
 KK0486
 KK0486'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRK)
 KK0486'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN
 KK0486'GOOD CONDITION.  REFERENCE MARK 1 WAS SEARCHED FOR AND IS BELIEVED
 KK0486'TO BE COVERED BY A DIRT LEVY.  REFERENCE MARK 4 WAS ESTABLISHED BY
 KK0486'THIS PARTY.  TRIANGULATION STATION BUCK 1960 SERVES AS THE AZIMUTH
 KK0486'MARK.
 KK0486'
 KK0486'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 KK0486'
 KK0486'THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF AURORA, 7-1/2
 KK0486'MILES SOUTHWEST OF WATKINS, IN THE SOUTHEAST QUARTER OF SECTION
 KK0486'32, T 4 S, R 65 W, ON U.S. GOVERNMENT PROPERTY, IN A FENCED AREA
 KK0486'WHICH WAS A FORMER SITE OF A MISSLE COMPLEX.
 KK0486'
 KK0486'TO REACH THE STATION FROM THE MAIN GATE OF THE BUCKLEY AIR
 KK0486'NATIONAL GUARD BASE, GO EAST AND SOUTH ON STATE HIGHWAY 30 FOR
 KK0486'7.5 MILES TO A FORK.  BEAR LEFT AND CONTINUE EAST ON HIGHWAY 30
 KK0486'FOR 1.6 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO NORTH
 KK0486'ON A PAVED ROAD FOR 0.55 MILE TO A GUARD GATE.  PASS THROUGH THE
 KK0486'GATE, TURN RIGHT AND GO EAST ALONG THE NORTH SIDE OF A FENCE FOR
 KK0486'0.1 MILE TO THE SOUTHEAST CORNER OF THE FENCED COMPOUND.  TURN
 KK0486'LEFT AND GO NORTH ALONG THE WEST SIDE OF THE FENCE FOR 0.15
 KK0486'MILE TO THE STATION ON THE LEFT.
 KK0486'
 KK0486'THE STATION MARK IS A STANDARD DISK STAMPED BUCKLEY 1960, SET IN
 KK0486'THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES
 KK0486'ABOVE THE SURFACE OF THE GROUND.  IT IS 48 FEET WEST OF A CHAIN
 KK0486'LINK FENCE AND 6.3 FEET SOUTHEAST OF A METAL WITNESS POST.
 KK0486'
 KK0486'REFERENCE MARK 2 IS A U.S. ENGINEER BRASS PLUG STAMPED C E, SET
 KK0486'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST WHICH IS FLUSH WITH
 KK0486'THE SURFACE OF THE GROUND.  IT IS 35.7 FEET WEST OF THE CHAIN LINK
 KK0486'FENCE.
 KK0486'
 KK0486'REFERENCE MARK 4 IS A STANDARD DISK STAMPED BUCKLEY 1960 NO 4
 KK0486'1968, SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT PROJECTS
 KK0486'4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 1 FOOT WEST OF THE
 KK0486'CHAIN LINK FENCE.
 KK0486'
 KK0486'BUCK 1960 (AZIMUTH MARK) IS A STANDARD TRIANGULATION STATION DISK
 KK0486'STAMPED BUCK 1960, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 KK0486'POST THAT PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT
 KK0486'IS ON THE HIGHEST PART OF A BARE HILL IN PASTURE LAND.
 KK0486'
 KK0486'TO REACH THE AZIMUTH MARK FROM THE GUARD GATE MENTIONED ABOVE, GO
 KK0486'EAST ALONG THE SOUTH SIDE OF THE FENCE FOR 120 FEET TO A WIRE
 KK0486'GATE.  PASS THROUGH THE GATE AND CONTINUE EAST ON A TRACK ROAD FOR
 KK0486'0.15 MILE TO WHERE THE ROAD CURVES AND GOES NORTH.  BEAR LEFT AND
 KK0486'CONTINUE NORTHERLY ON THE TRACK ROAD FOR 0.95 MILE TO THE TOP OF
 KK0486'A HILL AND THE STATION MARK BUCK 1960.
 KK0486'
 KK0486'HEIGHT OF LIGHT ABOVE STATION MARK 15.72 FEET.
 KK0486'
 KK0486'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KK0486'7-1/2 MILES SOUTHWEST OF WATKINS.
 KK0486
 KK0486                          STATION RECOVERY (1977)
 KK0486
 KK0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KK0486'STATION MARK, REFERENCE MARK 2 (USE) AND REFERENCE MARK 4 WERE
 KK0486'RECOVERED AND ARE IN GOOD CONDITION.  DUE TO BOARDED GATE, A NEW
 KK0486'ROUTE TO STATION FOLLOWS.
 KK0486'
 KK0486'STATION IS REACHED FROM THE JUNCTION OF EAST 6TH AVENUE, BUCKLEY
 KK0486'ROAD AND STATE HIGHWAY 30 WHICH IS AT THE EAST EDGE OF AURORA.  GO
 KK0486'EAST, SOUTHEAST AND SOUTH ON STATE HIGHWAY 30 FOR 7.25 MILES TO A
 KK0486'GATE AND DENVER SEWAGE DISPOSAL PLANT NO 1 ON LEFT.  TURN LEFT,
 KK0486'PASS THROUGH THE GATE AND GO EASTERLY ON A WELL TRAVELED GRADED
 KK0486'ROAD FOR 2.75 MILES TO TOP OF GRADE TO A POINT WHERE THE MAIN ROAD
 KK0486'TURNS LEFT, A ROAD STRAIGHT AHEAD AND A TRACK ROAD ON RIGHT.
 KK0486'TURN RIGHT AND GO SOUTH ON THE TRACK ROAD FOR 0.15 MILE TO A WIRE
 KK0486'GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTH ON A DIM TRACK
 KK0486'ROAD FOR 0.5 MILE.  TURN RIGHT AND GO WEST ACROSS COUNTRY FOR
 KK0486'ABOUT 0.05 MILE TO AN OPENING IN CHAIN LINK FENCE WHICH SURROUNDS
 KK0486'AN ABANDONED MILITARY COMPLEX.  PASS THROUGH THE OPENING,
 KK0486'THENCE LEFT AND GO SOUTH ALONG FENCELINE FOR 0.05 MILE TO THE
 KK0486'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1983 ***********************************************************************
 KK1983  DESIGNATION -  BUCKLEY
 KK1983  PID         -  KK1983
 KK1983  STATE/COUNTY-  CO/JEFFERSON
 KK1983  USGS QUAD   -  BAILEY (1987)
 KK1983
 KK1983                         *CURRENT SURVEY CONTROL
 KK1983  ___________________________________________________________________
 KK1983* NAD 83(1992)-  39 27 07.37556(N)    105 23 45.41195(W)     ADJUSTED  
 KK1983* NAVD 88     -      2639.5    (meters)    8660.     (feet)  VERTCON   
 KK1983  ___________________________________________________________________
 KK1983  LAPLACE CORR-         -13.20  (seconds)                    DEFLEC99
 KK1983  GEOID HEIGHT-         -13.70  (meters)                     GEOID03
 KK1983
 KK1983  HORZ ORDER  -  FIRST
 KK1983
 KK1983.The horizontal coordinates were established by classical geodetic methods
 KK1983.and adjusted by the National Geodetic Survey in January 1993..
 KK1983
 KK1983.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1983
 KK1983.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1983
 KK1983.The geoid height was determined by GEOID03.
 KK1983
 KK1983;                    North         East     Units Scale Factor Converg.
 KK1983;SPC CO C     -   484,497.327   923,357.456   MT  0.99995463   +0 03 56.2
 KK1983;SPC CO C     - 1,589,554.98  3,029,381.92   sFT  0.99995463   +0 03 56.2
 KK1983;UTM  13      - 4,367,017.669   465,933.369   MT  0.99961429   -0 15 05.8
 KK1983
 KK1983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1983!SPC CO C     -   0.99958821  x   0.99995463  =   0.99954286
 KK1983!UTM  13      -   0.99958821  x   0.99961429  =   0.99920266
 KK1983
 KK1983|---------------------------------------------------------------------|
 KK1983| PID    Reference Object                     Distance      Geod. Az  |
 KK1983|                                                           dddmmss.s |
 KK1983| CP6704 BUCKLEY RM 1                         11.210 METERS 03657     |
 KK1983| CP6705 BUCKLEY RM 2                         11.105 METERS 10840     |
 KK1983| KK1984 BUCKLEY AZ MK                       APPROX. 1.2 KM 3420822.6 |
 KK1983|---------------------------------------------------------------------|
 KK1983
 KK1983                          SUPERSEDED SURVEY CONTROL
 KK1983
 KK1983  NAD 83(1986)-  39 27 07.37234(N)    105 23 45.41411(W) AD(       ) 1
 KK1983  NAD 27      -  39 27 07.40831(N)    105 23 43.42591(W) AD(       ) 1
 KK1983  NGVD 29 (07/19/86) 2638.3    (m)         8656.     (f) VERT ANG       
 KK1983
 KK1983.Superseded values are not recommended for survey control.
 KK1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1983.See file dsdata.txt to determine how the superseded data were derived.
 KK1983
 KK1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD6593367018(NAD 83)
 KK1983_MARKER: DS = TRIANGULATION STATION DISK
 KK1983_SETTING: 80 = SET IN A BOULDER
 KK1983_SP_SET: SET IN DRILL HOLE IN A BOULDER
 KK1983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1983+STABILITY: SURFACE MOTION
 KK1983
 KK1983  HISTORY     - Date     Condition        Report By
 KK1983  HISTORY     - 1977     MONUMENTED       NGS
 KK1983
 KK1983                          STATION DESCRIPTION
 KK1983
 KK1983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1983'THE STATION IS LOCATED 6-1/2 MILES SOUTHWEST OF CONIFER, 2-1/2
 KK1983'MILES SOUTHWEST OF SHAFFERS CROSSING, 1/4 MILE EAST OF THE
 KK1983'JEFFERSON-PARK COUNTY LINE, ON TOP OF A LOW RIDGE COVERED WITH
 KK1983'TREES AND ON PROPERTY OWNED BY MR. GWEN BUCKLEY, PINE, COLORADO,
 KK1983'PHONE NUMBER 838-5570.
 KK1983'
 KK1983'TO REACH THE STATION FROM THE SHOPPING CENTER ON THE NORTH
 KK1983'SIDE OF U.S. HIGHWAY 285 IN CONIFER, GO SOUTHWEST ON U.S.
 KK1983'HIGHWAY 285 FOR 7.2 MILES TO THE JEFFERSON-PARK COUNTY LINE.
 KK1983'CONTINUE SOUTHWEST ON HIGHWAY 285 FOR 0.2 MILES TO A SIDE ROAD
 KK1983'LEFT (WANDCREST PARK ROAD) AND THE AZIMUTH MARK ON THE LEFT.
 KK1983'TURN LEFT AND GO SOUTH ON WANDCREST PARK ROAD FOR 0.8 MILE TO
 KK1983'THE END OF TRUCK TRAVEL.  FROM HERE PACK EASTERLY UPHILL FOR
 KK1983'ABOUT 1/4 MILE TO THE HIGHEST POINT AND THE STATION.
 KK1983'
 KK1983'STATION MARK, STAMPED---BUCKLEY 1977---, IS A STANDARD DISK
 KK1983'CEMENTED IN A DRILL HOLE IN A BOULDER.  IT IS 36.5 FEET NORTH-
 KK1983'NORTHWEST OF A 12-INCH PINE TREE AND 12 FEET NORTH OF A STEEP
 KK1983'SLOPE.
 KK1983'
 KK1983'REFERENCE MARK 1, STAMPED---BUCKLEY NO 1 1977---, IS A STANDARD
 KK1983'DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER.  IT IS
 KK1983'31 FEET SOUTHEAST OF A 12-INCH PINE TREE AND ABOUT 4 FEET
 KK1983'LOWER THAN THE STATION.
 KK1983'
 KK1983'REFERENCE MARK 2, STAMPED---BUCKLEY NO 2 1977---, IS A STANDARD
 KK1983'DISK CEMENTED IN A DRILL HOLE IN A BOULDER.  IT IS 4 FEET NORTH
 KK1983'OF A 12-INCH PINE TREE AND ABOUT 2 FEET LOWER THAN THE STATION.
 KK1983'
 KK1983'AZIMUTH MARK, STAMPED---BUCKLEY 1977---, IS A STANDARD DISK
 KK1983'CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS ABOUT 3 BY 4 FEET
 KK1983'IN SIZE AND PROJECTS ABOUT 4 FEET ABOVE THE GROUND SURFACE.  IT
 KK1983'IS 63 FEET SOUTH OF CENTER OF U.S. HIGHWAY 285, 44 FEET EAST OF
 KK1983'CENTER OF WANDCREST PARK ROAD, 43 FEET NORTH OF CENTER OF A
 KK1983'FRONTAGE ROAD AND 2.6 FEET WEST OF AN 18-INCH PINE TREE.
 KK1983'
 KK1983'HEIGHT OF LIGHT SHOWN ABOVE THE STATION MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1984 ***********************************************************************
 KK1984  DESIGNATION -  BUCKLEY AZ MK
 KK1984  PID         -  KK1984
 KK1984  STATE/COUNTY-  CO/PARK
 KK1984  USGS QUAD   -  BAILEY (1987)
 KK1984
 KK1984                         *CURRENT SURVEY CONTROL
 KK1984  ___________________________________________________________________
 KK1984* NAD 83(1992)-  39 27 45.85044(N)    105 24 01.40619(W)     ADJUSTED  
 KK1984* NAVD 88     -      2583.9    (meters)    8477.     (feet)  VERTCON   
 KK1984  ___________________________________________________________________
 KK1984  LAPLACE CORR-         -13.60  (seconds)                    DEFLEC99
 KK1984  GEOID HEIGHT-         -13.66  (meters)                     GEOID03
 KK1984
 KK1984  HORZ ORDER  -  SECOND
 KK1984
 KK1984.The horizontal coordinates were established by classical geodetic methods
 KK1984.and adjusted by the National Geodetic Survey in January 1993..
 KK1984
 KK1984.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1984
 KK1984.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1984
 KK1984.The geoid height was determined by GEOID03.
 KK1984
 KK1984;                    North         East     Units Scale Factor Converg.
 KK1984;SPC CO C     -   485,683.412   922,973.766   MT  0.99995579   +0 03 46.2
 KK1984;SPC CO C     - 1,593,446.33  3,028,123.10   sFT  0.99995579   +0 03 46.2
 KK1984;UTM  13      - 4,368,205.456   465,556.381   MT  0.99961461   -0 15 16.1
 KK1984
 KK1984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1984!SPC CO C     -   0.99959692  x   0.99995579  =   0.99955272
 KK1984!UTM  13      -   0.99959692  x   0.99961461  =   0.99921168
 KK1984
 KK1984                          SUPERSEDED SURVEY CONTROL
 KK1984
 KK1984  NAD 83(1986)-  39 27 45.84718(N)    105 24 01.40829(W) AD(       ) 2
 KK1984  NAD 27      -  39 27 45.88381(N)    105 23 59.41990(W) AD(       ) 2
 KK1984  NGVD 29 (07/19/86) 2582.7    (m)         8473.     (f) VERT ANG       
 KK1984
 KK1984.Superseded values are not recommended for survey control.
 KK1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1984.See file dsdata.txt to determine how the superseded data were derived.
 KK1984
 KK1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD6555668205(NAD 83)
 KK1984_MARKER: DS = TRIANGULATION STATION DISK
 KK1984_SETTING: 80 = SET IN A BOULDER
 KK1984_SP_SET: SET IN DRILL HOLE IN A BOULDER
 KK1984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1984+STABILITY: SURFACE MOTION
 KK1984
 KK1984  HISTORY     - Date     Condition        Report By
 KK1984  HISTORY     - 1977     MONUMENTED       NGS
 KK1984
 KK1984                          STATION DESCRIPTION
 KK1984
 KK1984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1984'STATION IS ABOUT 6 MILES SOUTHWEST OF CONIFER, AT THE JUNCTION
 KK1984'OF U.S. HIGHWAY 285 AND WANDCREST PARK ROAD AND ON THE ROAD
 KK1984'RIGHT-OF-WAY.
 KK1984'
 KK1984'TO REACH THE STATION FROM THE SHOPPING CENTER ON THE NORTH
 KK1984'SIDE OF U.S. HIGHWAY 285 IN CONIFER, GO SOUTHWEST ON U.S.
 KK1984'HIGHWAY 285 FOR 7.2 MILES TO THE JEFFERSON-PARK COUNTY LINE.
 KK1984'CONTINUE SOUTHWEST ON HIGHWAY 285 FOR 0.2 MILE TO THE JUNCTION
 KK1984'OF WANDCREST PARK ROAD AND THE STATION.
 KK1984'
 KK1984'STATION MARK, STAMPED---BUCKLEY 1977---, IS A STANDARD AZIMUTH
 KK1984'MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER THAT IS ABOUT
 KK1984'3 BY 4 FEET IN SIZE AND PROJECTS ABOUT 4 FEET ABOVE THE GROUND
 KK1984'SURFACE.  IT IS 63 FEET SOUTH OF CENTER OF U.S. HIGHWAY 285,
 KK1984'44 FEET EAST OF CENTER OF WANDCREST PARK ROAD, 43 FEET NORTH
 KK1984'OF CENTER OF A FRONTAGE ROAD AND 2.6 FEET WEST OF AN 18-INCH
 KK1984'PINE TREE.
 KK1984'
 KK1984'AN ELECTRONICS TRAVERSE TIE WAS MADE TO TRIANGULATION STATION
 KK1984'---BUCKLEY---.
 KK1984'HEIGHT OF LIGHT SHOWN ABOVE THE STATION MARK WAS 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0660 ***********************************************************************
 KL0660  DESIGNATION -  BUCKSKIN
 KL0660  PID         -  KL0660
 KL0660  STATE/COUNTY-  CO/PITKIN
 KL0660  USGS QUAD   -  MAROON BELLS (1987)
 KL0660
 KL0660                         *CURRENT SURVEY CONTROL
 KL0660  ___________________________________________________________________
 KL0660* NAD 83(1992)-  39 06 48.60004(N)    106 59 26.43693(W)     ADJUSTED  
 KL0660* NAVD 88     -      4079.0    (meters)   13383.     (feet)  VERTCON   
 KL0660  ___________________________________________________________________
 KL0660  LAPLACE CORR-           3.68  (seconds)                    DEFLEC99
 KL0660  GEOID HEIGHT-         -13.83  (meters)                     GEOID03
 KL0660
 KL0660  HORZ ORDER  -  FIRST
 KL0660
 KL0660.The horizontal coordinates were established by classical geodetic methods
 KL0660.and adjusted by the National Geodetic Survey in January 1993..
 KL0660
 KL0660.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0660
 KL0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0660
 KL0660.The geoid height was determined by GEOID03.
 KL0660
 KL0660;                    North         East     Units Scale Factor Converg.
 KL0660;SPC CO C     -   447,966.045   785,490.453   MT  0.99993593   -0 56 24.6
 KL0660;SPC CO C     - 1,469,701.93  2,577,063.26   sFT  0.99993593   -0 56 24.6
 KL0660;UTM  13      - 4,331,258.513   327,892.385   MT  0.99996474   -1 15 22.1
 KL0660
 KL0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0660!SPC CO C     -   0.99936260  x   0.99993593  =   0.99929858
 KL0660!UTM  13      -   0.99936260  x   0.99996474  =   0.99932737
 KL0660
 KL0660|---------------------------------------------------------------------|
 KL0660| PID    Reference Object                     Distance      Geod. Az  |
 KL0660|                                                           dddmmss.s |
 KL0660| CM6155 BUCKSKIN RM 1                         5.237 METERS 14432     |
 KL0660| KL0690 TREASURY MTN 2                      APPROX.14.5 KM 2202701.6 |
 KL0660| KL0688 CAPITOL PK                          APPROX. 9.0 KM 2970717.6 |
 KL0660| CM6156 BUCKSKIN RM 2                        10.207 METERS 31008     |
 KL0660|---------------------------------------------------------------------|
 KL0660
 KL0660                          SUPERSEDED SURVEY CONTROL
 KL0660
 KL0660  NAD 83(1986)-  39 06 48.59548(N)    106 59 26.44234(W) AD(       ) 1
 KL0660  NAD 27      -  39 06 48.63500(N)    106 59 24.27700(W) AD(       ) 1
 KL0660  NGVD 29 (07/19/86) 4077.0    (m)        13376.     (f) VERT ANG       
 KL0660
 KL0660.Superseded values are not recommended for survey control.
 KL0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0660.See file dsdata.txt to determine how the superseded data were derived.
 KL0660
 KL0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD2789231259(NAD 83)
 KL0660_MARKER: DS = TRIANGULATION STATION DISK
 KL0660_SETTING: 66 = SET IN ROCK OUTCROP
 KL0660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0660
 KL0660  HISTORY     - Date     Condition        Report By
 KL0660  HISTORY     - 1953     MONUMENTED       CGS
 KL0660  HISTORY     - 1958     GOOD             CGS
 KL0660  HISTORY     - 1959     GOOD             USGS
 KL0660
 KL0660                          STATION DESCRIPTION
 KL0660
 KL0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KL0660'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF ASPEN, 4
 KL0660'MILES EAST OF SNOWMASS LAKE, 4 MILES NORTHWEST OF MAROON LAKE
 KL0660'AND 1 MILE NORTH OF THE SUMMIT OF BUCKSKIN PASS ON THE SUMMIT
 KL0660'AND JUST NORTHWEST OF THE HIGHEST POINT OF A PROMINENT GRASS
 KL0660'COVERED PEAK.  IT IS STAMPED BUCKSKIN 1953.
 KL0660'
 KL0660'REFERENCE MARK NO. 1 IS ON THE HIGHEST POINT OF THE MOUNTAIN
 KL0660'AND IS ABOUT 3 FEET HIGHER IN ELEVATION THAN THE STATION.  IT
 KL0660'IS STAMPED BUCKSKIN NO 1 1953.
 KL0660'
 KL0660'REFERENCE MARK NO. 2 IS ABOUT 3 FEET LOWER IN ELEVATION THAN
 KL0660'THE STATION AND IS STAMPED BUCKSKIN NO 2 1953.
 KL0660'
 KL0660'TRIANGULATION STATION TREASURY MTN 2 WAS USED FOR AN AZIMUTH
 KL0660'MARK.
 KL0660'
 KL0660'THE STATION WAS REACHED BY HORSE PACK FROM MAROON LAKE (11 MILES
 KL0660'SOUTH-SOUTHWEST OF ASPEN.) BY FOLLOWING TRAIL WESTERLY FOR
 KL0660'ABOUT 2 MILES TO CRATER LAKE, THEN FOLLOWING WELL DEFINED
 KL0660'FOREST SERVICE TRAIL NORTHWESTERLY FOR ABOUT 3 MILES TO THE
 KL0660'SUMMIT OF BUCKSKIN PASS.  STATION IS ON THE FIRST HIGH PEAK
 KL0660'TO THE NORTH OF THE PASS AND HORSES CAN BE RIDDEN TO THE TOP
 KL0660'OF THE MOUNTAIN.  (THIS IS ABOUT A 3-1/2 HOUR HORSE PACK.)
 KL0660
 KL0660                          STATION RECOVERY (1958)
 KL0660
 KL0660'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 KL0660'ORIGINAL DESCRIPTION IS ACCURATE AND ADEQUATE AND ALL MARKS
 KL0660'WERE IN GOOD CONDITION.  STATION WAS NOT OCCUPIED.
 KL0660
 KL0660                          STATION RECOVERY (1959)
 KL0660
 KL0660'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KL0660'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8123 ***********************************************************************
 AE8123  DESIGNATION -  BUD
 AE8123  PID         -  AE8123
 AE8123  STATE/COUNTY-  CO/LARIMER
 AE8123  USGS QUAD   -  FORT COLLINS (1984)
 AE8123
 AE8123                         *CURRENT SURVEY CONTROL
 AE8123  ___________________________________________________________________
 AE8123* NAD 83(1992)-  40 37 22.72303(N)    105 00 06.36473(W)     ADJUSTED  
 AE8123* NAVD 88     -      1529.4    (meters)    5018.     (feet)  GPS OBS   
 AE8123  ___________________________________________________________________
 AE8123  X           -  -1,255,184.849 (meters)                     COMP
 AE8123  Y           -  -4,683,835.508 (meters)                     COMP
 AE8123  Z           -   4,131,719.797 (meters)                     COMP
 AE8123  LAPLACE CORR-         -11.59  (seconds)                    DEFLEC99
 AE8123  ELLIP HEIGHT-        1513.13  (meters)          (12/03/02) GPS OBS
 AE8123  GEOID HEIGHT-         -16.26  (meters)                     GEOID03
 AE8123
 AE8123  HORZ ORDER  -  FIRST
 AE8123  ELLP ORDER  -  FOURTH    CLASS II
 AE8123
 AE8123.The horizontal coordinates were established by GPS observations
 AE8123.and adjusted by the National Geodetic Survey in March 1998..
 AE8123
 AE8123.The orthometric height was determined by GPS observations and a
 AE8123.high-resolution geoid model.
 AE8123
 AE8123.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8123
 AE8123.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8123
 AE8123.The ellipsoidal height was determined by GPS observations
 AE8123.and is referenced to NAD 83.
 AE8123
 AE8123.The geoid height was determined by GEOID03.
 AE8123
 AE8123;                    North         East     Units Scale Factor Converg.
 AE8123;SPC CO N     -   448,112.230   956,557.470   MT  0.99997791   +0 19 18.9
 AE8123;SPC CO N     - 1,470,181.54  3,138,305.63   sFT  0.99997791   +0 19 18.9
 AE8123;UTM  13      - 4,496,905.486   499,850.466   MT  0.99960000   -0 00 04.1
 AE8123
 AE8123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8123!SPC CO N     -   0.99976270  x   0.99997791  =   0.99974061
 AE8123!UTM  13      -   0.99976270  x   0.99960000  =   0.99936279
 AE8123
 AE8123                          SUPERSEDED SURVEY CONTROL
 AE8123
 AE8123  ELLIP H (03/31/98) 1513.16   (m)                       GP(       ) 4 1
 AE8123
 AE8123.Superseded values are not recommended for survey control.
 AE8123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8123.See file dsdata.txt to determine how the superseded data were derived.
 AE8123
 AE8123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE9985096905(NAD 83)
 AE8123_MARKER: I = METAL ROD
 AE8123_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE8123_STAMPING: BUD 1992
 AE8123_MARK LOGO: NGS   
 AE8123_PROJECTION: FLUSH
 AE8123_MAGNETIC: I = MARKER IS A STEEL ROD
 AE8123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8123+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AE8123_ROD/PIPE-DEPTH: 7.9  meters
 AE8123_SLEEVE-DEPTH  : 0.9 meters
 AE8123
 AE8123  HISTORY     - Date     Condition        Report By
 AE8123  HISTORY     - 1992     MONUMENTED       NGS
 AE8123
 AE8123                          STATION DESCRIPTION
 AE8123
 AE8123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RSC)
 AE8123'THE STATION IS LOCATED ABOUT 5 MI (8.0 KM) NORTHEAST OF FORT COLLINS,
 AE8123'3 MI (4.8 KM) WEST OF THE LARIMER-WELD COUNTY LINE AND 0.1 MI (0.2 KM)
 AE8123'NORTHEAST OF THE BUDWEISER PLANT, IN THE NORTHEAST 1/4 OF SECTION 33,
 AE8123'T 8 N, R 68 W, AT INTERSTATE 25 MILEPOST 272.25. OWNERSHIP--COLORADO
 AE8123'DEPT.  OF TRANSPORTATION RIGHT-OF-WAY TO REACH THE STATION FROM THE
 AE8123'INTERSECTION OF INTERSTATE 25 AND MOUNTAIN VISTA DRIVE, EXIT 271, GO
 AE8123'WEST ON MOUNTAIN VISTA DRIVE FOR 0.1 MI (0.2 KM) TO THE INTERSECTION
 AE8123'OF BUSCH DRIVE.  TURN RIGHT, NORTH, FOR 0.9 MI (1.4 KM) TO THE STATION
 AE8123'ON THE RIGHT, BETWEEN INTERSTATE 25 AND BUSCH DRIVE THE STATION IS A
 AE8123'PUNCH HOLE TOP CENTER IN A STEEL ROD IN A GREASED SLEEVE ENCASED IN A
 AE8123'PVC PIPE WITH A LOGO CAP SET IN A CONCRETE POST FLUSH WITH THE GROUND.
 AE8123'IT IS 228.3 FT (69.6 M) NORTH OF THE EXTENDED CENTER OF THE ENTRANCE
 AE8123'TO THE BUDWEISER VISITORS CENTER, 71.8 FT (21.9 M) EAST-NORTHEAST OF
 AE8123'THE CENTER LINE OF BUSCH DRIVE, 69.2 FT (21.1 M) WEST OF THE CENTER
 AE8123'LINE OF THE SOUTHBOUND LANES OF INTERSTATE 25, 3.4 FT (1.0 M)
 AE8123'EAST-SOUTHEAST OF THE END OF A RIGHT-OF-WAY FENCE, 2.2 FT (0.7 M)
 AE8123'NORTH OF A WITNESS POST AND ABOUT 3 FT (0.9 M) BELOW THE SOUTHBOUND
 AE8123'LANES OF INTERSTATE 25 AND ON THE NORTHEAST SIDE OF THE BUDWEISER
 AE8123'PLANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1403 ***********************************************************************
 LL1403  DESIGNATION -  BUFF
 LL1403  PID         -  LL1403
 LL1403  STATE/COUNTY-  CO/BOULDER
 LL1403  USGS QUAD   -  BOULDER (1979)
 LL1403
 LL1403                         *CURRENT SURVEY CONTROL
 LL1403  ___________________________________________________________________
 LL1403* NAD 83(1992)-  40 00 17.99850(N)    105 15 33.96976(W)     ADJUSTED  
 LL1403* NAVD 88     -      1638.7    (meters)    5376.     (feet)  GPS OBS   
 LL1403  ___________________________________________________________________
 LL1403  X           -  -1,287,945.480 (meters)                     COMP
 LL1403  Y           -  -4,721,065.328 (meters)                     COMP
 LL1403  Z           -   4,079,454.129 (meters)                     COMP
 LL1403  LAPLACE CORR-         -20.71  (seconds)                    DEFLEC99
 LL1403  ELLIP HEIGHT-        1622.95  (meters)          (12/03/02) GPS OBS
 LL1403  GEOID HEIGHT-         -15.72  (meters)                     GEOID03
 LL1403
 LL1403  HORZ ORDER  -  FIRST
 LL1403  ELLP ORDER  -  FOURTH    CLASS II
 LL1403
 LL1403.The horizontal coordinates were established by GPS observations
 LL1403.and adjusted by the National Geodetic Survey in February 2000..
 LL1403
 LL1403.The orthometric height was determined by GPS observations and a
 LL1403.high-resolution geoid model.
 LL1403
 LL1403.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1403
 LL1403.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1403
 LL1403.The ellipsoidal height was determined by GPS observations
 LL1403.and is referenced to NAD 83.
 LL1403
 LL1403.The geoid height was determined by GEOID03.
 LL1403
 LL1403;                    North         East     Units Scale Factor Converg.
 LL1403;SPC CO N     -   379,403.442   934,942.291   MT  0.99996599   +0 09 19.6
 LL1403;SPC CO N     - 1,244,759.46  3,067,389.83   sFT  0.99996599   +0 09 19.6
 LL1403;UTM  13      - 4,428,344.353   477,856.219   MT  0.99960604   -0 10 00.4
 LL1403
 LL1403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1403!SPC CO N     -   0.99974546  x   0.99996599  =   0.99971146
 LL1403!UTM  13      -   0.99974546  x   0.99960604  =   0.99935160
 LL1403
 LL1403|---------------------------------------------------------------------|
 LL1403| PID    Reference Object                     Distance      Geod. Az  |
 LL1403|                                                           dddmmss.s |
 LL1403| LL1094 Q 405                               309.756 METERS 00720     |
 LL1403| CR8236 BUFF RM 1                            12.242 METERS 03416     |
 LL1403| LL1322 VALMONT PUBLIC SERVICE COMPANY STAC APPROX. 5.1 KM 0720416.2 |
 LL1403| CR8237 BUFF RM 2                            12.297 METERS 11428     |
 LL1403| KK2050 AUSTIN                              APPROX. 1.9 KM 2173317.7 |
 LL1403|---------------------------------------------------------------------|
 LL1403
 LL1403                          SUPERSEDED SURVEY CONTROL
 LL1403
 LL1403  ELLIP H (02/17/00) 1622.98   (m)                       GP(       ) 4 2
 LL1403  NAD 83(1992)-  40 00 17.99250(N)    105 15 33.97380(W) AD(       ) 1
 LL1403  ELLIP H (01/07/93) 1623.01   (m)                       GP(       ) 4 2
 LL1403  NAD 83(1986)-  40 00 17.98517(N)    105 15 33.96689(W) AD(       ) 1
 LL1403  NGVD 29 (01/20/89) 1637.81   (m)         5373.4    (f) LEVELING    3  
 LL1403
 LL1403.Superseded values are not recommended for survey control.
 LL1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1403.See file dsdata.txt to determine how the superseded data were derived.
 LL1403
 LL1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE7785628344(NAD 83)
 LL1403_MARKER: DH = HORIZONTAL CONTROL DISK
 LL1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL1403_STAMPING: BUFF 1985
 LL1403_MARK LOGO: NGS   
 LL1403_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1403+STABILITY: SURFACE MOTION
 LL1403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1403+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2005
 LL1403
 LL1403  HISTORY     - Date     Condition        Report By
 LL1403  HISTORY     - 1985     MONUMENTED       NGS
 LL1403  HISTORY     - 19860822 GOOD
 LL1403  HISTORY     - 19971030 GOOD             USPSQD
 LL1403  HISTORY     - 19981117 GOOD             NGS
 LL1403  HISTORY     - 20010331 GOOD             NGS
 LL1403  HISTORY     - 20050912 GOOD             USPSQD
 LL1403
 LL1403                          STATION DESCRIPTION
 LL1403
 LL1403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 LL1403'THE STATION IS LOCATED ABOUT 11.3 KM (7 MI) WEST-NORTHWEST OF
 LL1403'LOUISVILLE, 1.6 KM (1 MI) SOUTHEAST OF BOULDER AND ON THE UNIVERSITY
 LL1403'OF COLORADO, BOULDER GROUNDS.
 LL1403'OWNERSHIP--UNIVERSITY OF COLORADO, BOULDER, CAMPUS BOX B-53, 255
 LL1403'STADIUM BUILDING, BOULDER, CO. 80309.  CONTACT MR DENNIS HANEY.
 LL1403'TELEPHONE---303-492-5681.
 LL1403'
 LL1403'TO REACH THE STATION FROM THE INTERSECTION OF 28TH STREET AND
 LL1403'ARAPAHOE AVENUE, GO SOUTH ON 28TH STREET FOR 0.8 KM (0.5 MI) TO THE
 LL1403'INTERSECTION OF COLORADO AVENUE.  TURN RIGHT, WEST, FOR 0.2 KM (0.1
 LL1403'(0.1 MI) TO THE INTERSECTION OF 26TH STREET.  TURN LEFT, SOUTH, FOR
 LL1403'0.6 KM (0.4 MI) TO THE INTERSECTION OF KITTRIDGE DRIVE.  TURN LEFT,
 LL1403'SOUTHERLY ON KITTRIDGE DRIVE FOR 0.1 KM (0.05 MI) TO THE FIRST
 LL1403'LEFT.  TURN LEFT, EAST, FOR 0.2 KM (0.1 MI) TO A FORK.  TAKE RIGHT
 LL1403'FORK, EAST, FOR 0.1 KM (0.05 MI) TO A CONCRETE RAMP AND SIDEWALK ON
 LL1403'THE LEFT AT THE C.U. EVENTS CENTER.  DRIVE ON THE CONCRETE RAMP AND
 LL1403'SIDEWALK, GOING ALONG THE SOUTH AND EAST SIDE OF THE BUILDING TO
 LL1403'THE NORTHEAST ENTRANCE AND THE STATION AT THE EASTERN EDGE OF THE
 LL1403'LAWN.  DO NOT DRIVE ON THE LAWN IF IT IS VERY WET.  THE AZIMUTH
 LL1403'MARK IS SHORT FOR A STANDARD AZIMUTH, BUT STATION---AUSTIN 1985---
 LL1403'COULD BE USED AS AN AZIMUTH MARK ALSO.
 LL1403'
 LL1403'THE STATION IS A STANDARD NGS DISK STAMPED---BUFF 1985---SET INTO
 LL1403'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12-IN) IN DIAMETER
 LL1403'FLUSH WITH THE GROUND.  LOCATED 66.5 M (218 FT) EAST-SOUTHEAST FROM
 LL1403'THE CENTER OF THE NORTHEAST ENTRANCE DOORS, 41.0 M (135 FT) EAST
 LL1403'FROM THE EASTERN EDGE OF THE SIDEWALK, 1.0 M (3 FT) NORTH FROM A
 LL1403'WITNESS POST.
 LL1403'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED---BUFF 1985---
 LL1403'SET IN AN IRREGULAR MASS OF CONCRETE 0.9 M (3 FT) BELOW THE SURFACE.
 LL1403'
 LL1403'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK STAMPED---BUFF NO 1
 LL1403'1985---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12-IN)
 LL1403'IN DIAMETER FLUSH WITH THE GROUND.  LOCATED 72.5 M (238 FT) EAST
 LL1403'FROM THE CENTER OF THE NORTHEAST ENTRANCE, 50.9 M (167 FT)
 LL1403'EAST-NORTHEAST FROM THE EASTERN EDGE OF THE SIDEWALK, 13.1 M (43 FT)
 LL1403'NORTHEAST OF A WITNESS POST, 8.2 M (27 FT) EAST FROM THE EASTERN
 LL1403'EDGE OF THE GRASS AND 0.5 M (1.6 FT) BELOW THE STATION.
 LL1403'
 LL1403'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 LL1403'STAMPED---BUFF NO 2 1985---,
 LL1403'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LL1403'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LL1403'78.4 METERS (257 FT) EAST-SOUTHEAST FROM THE CENTER OF THE
 LL1403'NORTHEAST ENTRANCE,
 LL1403'51.1 METERS (168 FT) EAST FROM THE EASTERN EDGE OF THE SIDEWALK,
 LL1403'11.8 METERS (39 FT) SOUTHEAST FROM A WITNESS POST,
 LL1403'9.8 METERS (32 FT) EAST FROM THE EASTERN EDGE OF THE GRASS
 LL1403'MARK IS 0.9 METERS BELOW THE STATION.
 LL1403
 LL1403                          STATION RECOVERY (1986)
 LL1403
 LL1403'RECOVERED 1986
 LL1403'RECOVERED IN GOOD CONDITION.
 LL1403
 LL1403                          STATION RECOVERY (1997)
 LL1403
 LL1403'RECOVERY NOTE BY US POWER SQUADRON 1997
 LL1403'RECOVERED IN GOOD CONDITION.
 LL1403
 LL1403                          STATION RECOVERY (1998)
 LL1403
 LL1403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 LL1403'RECOVERED AS DESCRIBED.
 LL1403
 LL1403                          STATION RECOVERY (2001)
 LL1403
 LL1403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL1403'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL1403
 LL1403                          STATION RECOVERY (2005)
 LL1403
 LL1403'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 LL1403'BUFF RM 1 FOUND GOOD.  BUFF RM 2 FOUND GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0761 ***********************************************************************
 JL0761  DESIGNATION -  BUFFALO
 JL0761  PID         -  JL0761
 JL0761  STATE/COUNTY-  CO/GUNNISON
 JL0761  USGS QUAD   -  X LAZY F RANCH (1957)
 JL0761
 JL0761                         *CURRENT SURVEY CONTROL
 JL0761  ___________________________________________________________________
 JL0761* NAD 83(1992)-  38 34 18.68513(N)    107 23 24.04496(W)     ADJUSTED  
 JL0761* NAVD 88     -      3155.6    (meters)   10353.     (feet)  VERTCON   
 JL0761  ___________________________________________________________________
 JL0761  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 JL0761  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 JL0761
 JL0761  HORZ ORDER  -  THIRD
 JL0761
 JL0761.The horizontal coordinates were established by classical geodetic methods
 JL0761.and adjusted by the National Geodetic Survey in January 1993..
 JL0761
 JL0761.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0761
 JL0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0761
 JL0761.The geoid height was determined by GEOID03.
 JL0761
 JL0761;                    North         East     Units Scale Factor Converg.
 JL0761;SPC CO C     -   388,495.495   749,710.198   MT  0.99997828   -1 11 31.2
 JL0761;SPC CO C     - 1,274,588.97  2,459,674.21   sFT  0.99997828   -1 11 31.2
 JL0761;UTM  13      - 4,271,975.311   291,789.631   MT  1.00013389   -1 29 26.5
 JL0761
 JL0761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0761!SPC CO C     -   0.99950741  x   0.99997828  =   0.99948570
 JL0761!UTM  13      -   0.99950741  x   1.00013389  =   0.99964123
 JL0761
 JL0761:                Primary Azimuth Mark                     Grid Az
 JL0761:SPC CO C     -  OREGON                                   121 09 18.0
 JL0761:UTM  13      -  OREGON                                   121 27 13.3
 JL0761
 JL0761|---------------------------------------------------------------------|
 JL0761| PID    Reference Object                     Distance      Geod. Az  |
 JL0761|                                                           dddmmss.s |
 JL0761| JL0759 OREGON                              APPROX. 3.5 KM 1195746.8 |
 JL0761|---------------------------------------------------------------------|
 JL0761
 JL0761                          SUPERSEDED SURVEY CONTROL
 JL0761
 JL0761  NAD 83(1986)-  38 34 18.68270(N)    107 23 24.05577(W) AD(       ) 3
 JL0761  NAD 27      -  38 34 18.70814(N)    107 23 21.82552(W) AD(       ) 3
 JL0761  NGVD 29 (07/19/86) 3153.9    (m)        10347.     (f) VERT ANG       
 JL0761
 JL0761.Superseded values are not recommended for survey control.
 JL0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0761.See file dsdata.txt to determine how the superseded data were derived.
 JL0761
 JL0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC9179071975(NAD 83)
 JL0761_MARKER: DD = SURVEY DISK
 JL0761_SETTING: 66 = SET IN ROCK OUTCROP
 JL0761_SP_SET: SET IN ROCK OUTCROP
 JL0761_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0761+STABILITY: POSITION/ELEVATION WELL
 JL0761
 JL0761  HISTORY     - Date     Condition        Report By
 JL0761  HISTORY     - 1950     MONUMENTED       USGS
 JL0761
 JL0761                          STATION DESCRIPTION
 JL0761
 JL0761'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JL0761'STATION LOCATED ABOUT 8.0 MI.NW.OF SAPINERO,ON TOP OF E. EDGE OF BLACK
 JL0761'MESA, ABOUT 1.0 MI. W. OF CURECANTI CREEK, ABOUT 0.1 MI. S. OF SHED
 JL0761'AND 30 FT. S. OF TRAIL FORK IN CLEARING.
 JL0761'
 JL0761'TO REACH FROM SAPINERO, FROM JUNCTION OF U.S. HWY. 50, GO W. ON STATE
 JL0761'HWY. 92 -BLACK MESA RD.- 9.1 MI. TO ROAD FORK, TURN RIGHT AND TAKE
 JL0761'ROAD UP CURECANTI CREEK 1.2 MI. TO ROAD FORK, TAKE RIGHT FORK AND
 JL0761'CONTINUE N. 1.4 MI. TO ROAD FORK AFTER CROSSING BRIDGE, TAKE LEFT FORK
 JL0761'AND GO UP DRAW 2.8 MI. TO ROAD FORK, TAKE LEFT FORK AND GO 1.2 MI. TO
 JL0761'SAWMILL TURN RIGHT AT N. EDGE OF CAMP AND GO NE. 0.5 MI. TO STATION.
 JL0761'
 JL0761'STATION MARKS - STANDARD TABLET STAMPED --- C-BUFFALO 1950 --- SET IN
 JL0761'A BURIED ROCK.
 JL0761'
 JL0761'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0590 ***********************************************************************
 LM0590  DESIGNATION -  BUFFALO
 LM0590  PID         -  LM0590
 LM0590  STATE/COUNTY-  CO/JACKSON
 LM0590  USGS QUAD   -  HYANNIS PEAK (1975)
 LM0590
 LM0590                         *CURRENT SURVEY CONTROL
 LM0590  ___________________________________________________________________
 LM0590* NAD 83(1992)-  40 21 39.57096(N)    106 15 57.03257(W)     ADJUSTED  
 LM0590* NAVD 88     -      3604.2    (meters)   11825.     (feet)  VERTCON   
 LM0590  ___________________________________________________________________
 LM0590  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 LM0590  GEOID HEIGHT-         -12.06  (meters)                     GEOID03
 LM0590
 LM0590  HORZ ORDER  -  THIRD
 LM0590
 LM0590.The horizontal coordinates were established by classical geodetic methods
 LM0590.and adjusted by the National Geodetic Survey in January 1993..
 LM0590
 LM0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0590
 LM0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0590
 LM0590.The geoid height was determined by GEOID03.
 LM0590
 LM0590;                    North         East     Units Scale Factor Converg.
 LM0590;SPC CO N     -   419,183.598   849,352.773   MT  0.99995869   -0 29 41.4
 LM0590;SPC CO N     - 1,375,271.52  2,786,584.89   sFT  0.99995869   -0 29 41.4
 LM0590;UTM  13      - 4,468,594.016   392,517.789   MT  0.99974220   -0 49 11.4
 LM0590
 LM0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0590!SPC CO N     -   0.99943681  x   0.99995869  =   0.99939552
 LM0590!UTM  13      -   0.99943681  x   0.99974220  =   0.99917915
 LM0590
 LM0590:                Primary Azimuth Mark                     Grid Az
 LM0590:SPC CO N     -  29 SC                                    228 51 48.1
 LM0590:UTM  13      -  29 SC                                    229 11 18.1
 LM0590
 LM0590|---------------------------------------------------------------------|
 LM0590| PID    Reference Object                     Distance      Geod. Az  |
 LM0590|                                                           dddmmss.s |
 LM0590| LM0591 29 SC                               APPROX. 5.2 KM 2282206.7 |
 LM0590|---------------------------------------------------------------------|
 LM0590
 LM0590                          SUPERSEDED SURVEY CONTROL
 LM0590
 LM0590  NAD 83(1986)-  40 21 39.56579(N)    106 15 57.02764(W) AD(       ) 3
 LM0590  NAD 27      -  40 21 39.62359(N)    106 15 54.92659(W) AD(       ) 3
 LM0590  NGVD 29 (07/19/86) 3602.6    (m)        11820.     (f) VERT ANG       
 LM0590
 LM0590.Superseded values are not recommended for survey control.
 LM0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0590.See file dsdata.txt to determine how the superseded data were derived.
 LM0590
 LM0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE9251868594(NAD 83)
 LM0590
 LM0590  HISTORY     - Date     Condition        Report By
 LM0590  HISTORY     - 1953     MONUMENTED       USGS
 LM0590  HISTORY     - 1956     GOOD             USGS
 LM0590
 LM0590                          STATION DESCRIPTION
 LM0590
 LM0590'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 LM0590'THE STATION IS LOCATED ABOUT 4.5 MI. (AIRLINE) W. AND 6.5 MI.
 LM0590'(AIRLINE) S. OF RAND, COLORADO, ON TOP OF THE CONTINENTAL DIVIDE AND
 LM0590'ON THE HIGHEST POINT OF SHEEP MTN.
 LM0590'
 LM0590'TO REACH FROM MUDDY PASS ON U.S. HIGHWAY 40, PROCEED SE. ON 40 FOR
 LM0590'9.0 MI. TO THE HAWORTH RANCH HOUSE.  THENCE LEFT PASSING THRU THE
 LM0590'RANCH YARD 1.5 MI. TO A T-RD.  THENCE RIGHT (E.) PASSING THRU 4 GATES
 LM0590'13.5 MI. ON MAIN TRAVELED RD. TO A T-RD.  LEAVE MAIN TRAVELED RD. AND
 LM0590'PROCEED DOWN STEEP RD. INTO ARAPAHO BASIN ABOUT 2 MI. TO END OF RD.
 LM0590'WITH A SMALL JEEP YOU CAN PROCEED NE. UP STEEP HILL THRU FALLEN
 LM0590'TIMBER AND THEN GET ON THE TRAIL THAT FOLLOWS THE CONTINENTAL DIVIDE
 LM0590'E. AND DRIVE TO WITHIN 1.5 MI. OF THE STATION, WHICH IS THE HIGHEST
 LM0590'POINT IN VICINITY.  THE STATION SITE IS VISIBLE FROM THE T-RD. WHERE
 LM0590'YOU LEAVE MAIN TRAVELED RD. (SEE ABOVE) AT ABOUT 323 DEGREES AZIMUTH.
 LM0590'
 LM0590'STATION MARK--STANDARD USGS TABLET CEMENTED IN A DRILL HOLE IN A
 LM0590'BOULDER SUNK FLUSH WITH GROUND, STAMPED ---BUFFALO, 1953---.
 LM0590'
 LM0590'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0652 ***********************************************************************
 JL0652  DESIGNATION -  BUFFALO EAST PEAK CAIRN
 JL0652  PID         -  JL0652
 JL0652  STATE/COUNTY-  CO/PARK
 JL0652  USGS QUAD   -  MARMOT PEAK (1982)
 JL0652
 JL0652                         *CURRENT SURVEY CONTROL
 JL0652  ___________________________________________________________________
 JL0652* NAD 83(1992)-  38 59 13.60453(N)    106 06 33.57412(W)     ADJUSTED  
 JL0652* NAVD 88     -                                                        
 JL0652  ___________________________________________________________________
 JL0652  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 JL0652  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 JL0652
 JL0652  HORZ ORDER  -  THIRD
 JL0652
 JL0652.The horizontal coordinates were established by classical geodetic methods
 JL0652.and adjusted by the National Geodetic Survey in January 1993..
 JL0652
 JL0652
 JL0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0652
 JL0652.The geoid height was determined by GEOID03.
 JL0652
 JL0652;                    North         East     Units Scale Factor Converg.
 JL0652;SPC CO C     -   433,055.203   861,612.198   MT  0.99993788   -0 23 03.5
 JL0652;SPC CO C     - 1,420,781.95  2,826,806.02   sFT  0.99993788   -0 23 03.5
 JL0652;UTM  13      - 4,315,931.636   403,922.816   MT  0.99971366   -0 41 52.7
 JL0652
 JL0652                          SUPERSEDED SURVEY CONTROL
 JL0652
 JL0652  NAD 83(1986)-  38 59 13.59445(N)    106 06 33.57214(W) AD(       ) 4
 JL0652  NAD 27      -  38 59 13.61100(N)    106 06 31.51200(W) AD(       ) 3
 JL0652
 JL0652.Superseded values are not recommended for survey control.
 JL0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0652.See file dsdata.txt to determine how the superseded data were derived.
 JL0652
 JL0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD0392315932(NAD 83)
 JL0652_MARKER: 72 = CAIRN
 JL0652
 JL0652  HISTORY     - Date     Condition        Report By
 JL0652  HISTORY     - 1951     FIRST OBSERVED   CGS
 JL0652
 JL0652                          STATION DESCRIPTION
 JL0652
 JL0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 JL0652'STATION IS LOCATED 1 MILE, AIRLINE, EAST SOUTHEAST OF WEST
 JL0652'BUFFALO PEAK, ON WHICH STATION MARMOT PK IS LOCATED.  IT IS
 JL0652'ON A HOGBACK RIDGE AND A LITTLE LOWER THAN WEST BUFFALO PEAK.
 JL0652'
 JL0652'STATION IS A CAIRN ABOUT 4 FEET IN HEIGHT AND ON THE HIGHEST POINT.
 JL0652'THE CENTER OF THE CAIRN WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0609 ***********************************************************************
 KL0609  DESIGNATION -  BUFFALO MTN
 KL0609  PID         -  KL0609
 KL0609  STATE/COUNTY-  CO/SUMMIT
 KL0609  USGS QUAD   -  VAIL PASS (1987)
 KL0609
 KL0609                         *CURRENT SURVEY CONTROL
 KL0609  ___________________________________________________________________
 KL0609* NAD 83(1992)-  39 36 59.85326(N)    106 08 34.16751(W)     ADJUSTED  
 KL0609* NAVD 88     -      3896.0    (meters)   12782.     (feet)  VERTCON   
 KL0609  ___________________________________________________________________
 KL0609  LAPLACE CORR-          -6.64  (seconds)                    DEFLEC99
 KL0609  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 KL0609
 KL0609  HORZ ORDER  -  FIRST
 KL0609
 KL0609.The horizontal coordinates were established by classical geodetic methods
 KL0609.and adjusted by the National Geodetic Survey in January 1993..
 KL0609
 KL0609.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0609
 KL0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0609
 KL0609.The geoid height was determined by GEOID03.
 KL0609
 KL0609;                    North         East     Units Scale Factor Converg.
 KL0609;SPC CO C     -   502,959.134   859,204.599   MT  0.99997634   -0 24 19.5
 KL0609;SPC CO C     - 1,650,125.09  2,818,907.09   sFT  0.99997634   -0 24 19.5
 KL0609;UTM  13      - 4,385,831.718   401,904.281   MT  0.99971847   -0 43 43.6
 KL0609
 KL0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0609!SPC CO C     -   0.99939111  x   0.99997634  =   0.99936747
 KL0609!UTM  13      -   0.99939111  x   0.99971847  =   0.99910976
 KL0609
 KL0609:                Primary Azimuth Mark                     Grid Az
 KL0609:SPC CO C     -  TENDERFOOT MTN                           080 20 09.3
 KL0609:UTM  13      -  TENDERFOOT MTN                           080 39 33.4
 KL0609
 KL0609|---------------------------------------------------------------------|
 KL0609| PID    Reference Object                     Distance      Geod. Az  |
 KL0609|                                                           dddmmss.s |
 KL0609| KL0601 TENDERFOOT MTN                      APPROX.12.1 KM 0795549.8 |
 KL0609| CM6158 BUFFALO MTN RM 1                      4.175 METERS 08129     |
 KL0609| CM6160 BUFFALO MTN AZ MK                                  1825841.4 |
 KL0609| CM6159 BUFFALO MTN RM 2                      3.465 METERS 20651     |
 KL0609|---------------------------------------------------------------------|
 KL0609
 KL0609                          SUPERSEDED SURVEY CONTROL
 KL0609
 KL0609  NAD 83(1986)-  39 36 59.84418(N)    106 08 34.16637(W) AD(       ) 1
 KL0609  NAD 27      -  39 36 59.89500(N)    106 08 32.08600(W) AD(       ) 1
 KL0609  NGVD 29 (07/19/86) 3894.3    (m)        12777.     (f) VERT ANG       
 KL0609
 KL0609.Superseded values are not recommended for survey control.
 KL0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0609.See file dsdata.txt to determine how the superseded data were derived.
 KL0609
 KL0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD0190485832(NAD 83)
 KL0609_MARKER: DS = TRIANGULATION STATION DISK
 KL0609_SETTING: 66 = SET IN ROCK OUTCROP
 KL0609
 KL0609  HISTORY     - Date     Condition        Report By
 KL0609  HISTORY     - 1951     MONUMENTED       CGS
 KL0609  HISTORY     - 1959     GOOD             AMS
 KL0609  HISTORY     - 1964     GOOD             USGS
 KL0609  HISTORY     - 1971     GOOD             NGS
 KL0609
 KL0609                          STATION DESCRIPTION
 KL0609
 KL0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 KL0609'STATION IS LOCATED ON THE HIGHEST POINT OF WHAT IS LOCALLY
 KL0609'KNOWN AS BUFFALO MOUNTAIN, AIRLINE, ABOUT 4-1/4 MILES WEST
 KL0609'OF DILLON, 3-1/2 MILES NORTHWEST OF FRISCO, BETWEEN SOUTH
 KL0609'WILLOW CREEK AND MEADOW CREEK AND AT THE HEAD OF SALTLICK
 KL0609'GULCH OF WHICH ALL THREE FLOW EAST INTO THE BLUE RIVER.  IT
 KL0609'IS AT THE NORTH END OF A SHARP BACKBONE RIDGE THAT EXTENDS
 KL0609'NORTH FROM THE ROUNDED, MAIN PART OF THE MOUNTAIN.
 KL0609'
 KL0609'TO REACH FROM THE U.S. POST OFFICE IN DILLON, GO NORTH ON
 KL0609'STATE HIGHWAY 9, TOWARDS KREMMLING, FOR 2.2 MILES TO A SIDE
 KL0609'ROAD LEFT AT A CATTLE GUARD.  TURN LEFT, CROSS CATTLE GUARD,
 KL0609'AND GO WEST FOR 0.45 MILE TO THE RANCH HOME OF MRS EMORE.  GET
 KL0609'PERMISSION FROM MRS EMORE BEFORE GOING THROUGH HER PROPERTY.
 KL0609'FROM THE WEST END OF THE RANCH HOME GO WEST THROUGH TWO POLE
 KL0609'GATES AND THEN WEST UP STEEP RIDGE FOR 0.8 MILE TO A POLE
 KL0609'GATE.  PASS THROUGH GATE AND CONTINUE WEST UP CANYON FOR 1.7
 KL0609'MILES TO SOME OLD CABINS AND THE END OF THE CREEK FOR ABOUT
 KL0609'1.5 MILES TO A LARGE ROCK SLIDE ON THE RIGHT IN AN OPEN
 KL0609'MEADOW AT THE NORTHWEST END OF BUFFALO MOUNTAIN.  LEAVE THE
 KL0609'TRAIL, CROSS THE CREEK AND GO SOUTH ALONG THE BASE OF THE
 KL0609'MOUNTAIN TO YOUR LEFT, KEEPING ALONG THE UPPER EDGE OF THE
 KL0609'TIMBER AND THE BASE OF THE ROCK SLIDE FOR BETTER
 KL0609'WALKING, FOR ABOUT 1.4 MILES TO A LOW SADDLE THAT EXTENDS
 KL0609'UP ONTO BUFFALO MOUNTAIN.  FROM ON TOP OF THE SADDLE CLIMB THE
 KL0609'STEEP ROCKY RIDGE EASTERLY FOR ABOUT 0.6 MILE TO THE ROUNDED
 KL0609'SOUTHERN TOP OF THE MOUNTAIN, KEEPING TO THE RIGHT OF THE
 KL0609'PYRAMID ROCK NEAR THE TOP.  FROM HERE PACK NORTHERLY ALONG
 KL0609'A ROUGH, ROCKY RIDGE FOR ABOUT 0.3 MILE TO THE HIGHEST
 KL0609'POINT AND THE STATION.
 KL0609'
 KL0609'NOTE--APPROXIMATELY A FOUR HOUR PACK WITH A LOAD.  WATER
 KL0609'WAS LAST SEEN AT THE BASE OF THE LOW SADDLE EXTENDING TO
 KL0609'THE MOUNTAIN, ALTHOUGH AT THIS TIME THERE WERE SNOW BANKS
 KL0609'ABOUT 200 FEET TO THE NORTH OF THE STATION.  HORSES CAN BE
 KL0609'TAKEN TO THE LOW SADDLE BUT IT IS A HARD TRIP FOR THEM.  FASTER
 KL0609'TIME CAN BE MADE BY FOOT.
 KL0609'
 KL0609'STATION MARK, STAMPED BUFFALO MTN 1951, IS A STANDARD DISK
 KL0609'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 KL0609'4 INCHES.
 KL0609'
 KL0609'REFERENCE MARK NUMBER 1, STAMPED BUFFALO MTN NO 1 1951, IS
 KL0609'A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 KL0609'BEDROCK THAT PROJECTS 2 FEET AND IS 2-1/2 FEET LOWER IN
 KL0609'ELEVATION THAN THE STATION.
 KL0609'
 KL0609'REFERENCE MARK NUMBER 2, STAMPED BUFFALO MTN NO 2 1951, IS
 KL0609'A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 KL0609'BEDROCK THAT IS FLUSH WITH THE GROUND 1-1/2 FEET LOWER IN
 KL0609'ELEVATION THAN THE STATION.
 KL0609'
 KL0609'USBR MARK, NOT STAMPED, WAS USED FOR AN AZIMUTH MARK.  IT IS
 KL0609'A STANDARD BUREAU OF RECLAMATION DISK CEMENTED IN A DRILL
 KL0609'HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 5 INCHES.  IT IS
 KL0609'5 FEET SOUTH OF A LARGE CAIRN AND ON THE HIGHEST POINT OF
 KL0609'THE ROUNDED, SOUTHERN POINT OF BUFFALO MOUNTAIN.  TO REACH
 KL0609'FROM THE STATION, GO SOUTH SOUTHEAST TO THE SOUTHERN POINT,
 KL0609'ABOUT 0.4 MILE, TO THE CAIRN AND AZIMUTH MARK.
 KL0609'
 KL0609'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 KL0609
 KL0609                          STATION RECOVERY (1959)
 KL0609
 KL0609'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1959
 KL0609'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 KL0609'
 KL0609'THE MARK IS 87 FEET SOUTH OF THE BASE OF A SMALL RISE AT
 KL0609'THE NORTH SIDE OF A SMALL DIP IN THE RIDGE, AT A SLIGHT
 KL0609'JOG TO THE WEST IN THE RIDGE LINE.  212 FEET NORTH-NORTHEAST
 KL0609'OF THE CENTER OF A DIP AT DRAIN IN TOP OF RIDGE AND 37 FEET
 KL0609'EAST OF OUTCROPPING ROCK ON WEST SLOPE OF MOUNTAIN.
 KL0609
 KL0609                          STATION RECOVERY (1964)
 KL0609
 KL0609'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 KL0609'STATION MARK--STANDARD USC AND GS DISK STAMPED ---BUFFALO MTN.
 KL0609'1951---, CEMENTED IN DRILL HOLE, IN ROCK OUTCROP.
 KL0609
 KL0609                          STATION RECOVERY (1971)
 KL0609
 KL0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KL0609'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH
 KL0609'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE ROUTE
 KL0609'TO THE STATION IS ADEQUATE EXCEPT THAT A KEY TO A LOCKED GATE
 KL0609'CAN BE OBTAINED FROM MR. ROUST, HIS TELEPHONE NUMBER IS LISTED
 KL0609'IN THE SILVERTHORNE DIRECTORY.
 KL0609'
 KL0609'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 KL0609'WEST OF DILLON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0653 ***********************************************************************
 JL0653  DESIGNATION -  BUFFALO WEST PEAK CAIRN
 JL0653  PID         -  JL0653
 JL0653  STATE/COUNTY-  CO/CHAFFEE
 JL0653  USGS QUAD   -  MARMOT PEAK (1982)
 JL0653
 JL0653                         *CURRENT SURVEY CONTROL
 JL0653  ___________________________________________________________________
 JL0653* NAD 83(1992)-  38 59 30.13220(N)    106 07 29.60545(W)     ADJUSTED  
 JL0653* NAVD 88     -                                                        
 JL0653  ___________________________________________________________________
 JL0653  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 JL0653  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 JL0653
 JL0653  HORZ ORDER  -  THIRD
 JL0653
 JL0653.The horizontal coordinates were established by classical geodetic methods
 JL0653.and adjusted by the National Geodetic Survey in January 1993..
 JL0653
 JL0653
 JL0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0653
 JL0653.The geoid height was determined by GEOID03.
 JL0653
 JL0653;                    North         East     Units Scale Factor Converg.
 JL0653;SPC CO C     -   433,573.993   860,267.298   MT  0.99993772   -0 23 38.8
 JL0653;SPC CO C     - 1,422,484.01  2,822,393.63   sFT  0.99993772   -0 23 38.8
 JL0653;UTM  13      - 4,316,457.664   402,581.075   MT  0.99971686   -0 42 28.2
 JL0653
 JL0653                          SUPERSEDED SURVEY CONTROL
 JL0653
 JL0653  NAD 83(1986)-  38 59 30.12650(N)    106 07 29.60782(W) AD(       ) 4
 JL0653  NAD 27      -  38 59 30.14300(N)    106 07 27.54200(W) AD(       ) 3
 JL0653
 JL0653.Superseded values are not recommended for survey control.
 JL0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0653.See file dsdata.txt to determine how the superseded data were derived.
 JL0653
 JL0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD0258116458(NAD 83)
 JL0653_MARKER: 72 = CAIRN
 JL0653
 JL0653  HISTORY     - Date     Condition        Report By
 JL0653  HISTORY     - 1951     FIRST OBSERVED   CGS
 JL0653
 JL0653                          STATION DESCRIPTION
 JL0653
 JL0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 JL0653'THE STATION IS LOCATED ABOUT 10-1/2 MILES AIRLINE NORTH OF BUENA
 JL0653'VISTA, 10-1/2 MILES AIRLINE NORTHWEST OF ANTERO JUNCTION,
 JL0653'AND 5-1/2 MILES EAST OF U.S. HIGHWAY 24, ON THE WESTERLY PEAK
 JL0653'OF TWO PROMINENT PEAKS LOCALLY KNOWN AS BUFFALO PEAKS.
 JL0653'
 JL0653'THE STATION IS A CAIRN 3 FEET IN HEIGHT WITH A POLE IN THE
 JL0653'CENTER.  THE POLE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0618 ***********************************************************************
 KL0618  DESIGNATION -  BUFFER ET
 KL0618  PID         -  KL0618
 KL0618  STATE/COUNTY-  CO/EAGLE
 KL0618  USGS QUAD   -  VAIL WEST (1987)
 KL0618
 KL0618                         *CURRENT SURVEY CONTROL
 KL0618  ___________________________________________________________________
 KL0618* NAD 83(1992)-  39 39 26.26130(N)    106 27 27.46111(W)     ADJUSTED  
 KL0618* NAVD 88     -      3211.7    (meters)   10537.     (feet)  VERTCON   
 KL0618  ___________________________________________________________________
 KL0618  LAPLACE CORR-           5.71  (seconds)                    DEFLEC99
 KL0618  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 KL0618
 KL0618  HORZ ORDER  -  THIRD
 KL0618
 KL0618.The horizontal coordinates were established by classical geodetic methods
 KL0618.and adjusted by the National Geodetic Survey in January 1993..
 KL0618
 KL0618.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0618
 KL0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0618
 KL0618.The geoid height was determined by GEOID03.
 KL0618
 KL0618;                    North         East     Units Scale Factor Converg.
 KL0618;SPC CO C     -   507,712.269   832,221.856   MT  0.99998298   -0 36 14.3
 KL0618;SPC CO C     - 1,665,719.34  2,730,381.21   sFT  0.99998298   -0 36 14.3
 KL0618;UTM  13      - 4,390,736.652   374,955.002   MT  0.99979251   -0 55 49.3
 KL0618
 KL0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0618!SPC CO C     -   0.99949838  x   0.99998298  =   0.99948137
 KL0618!UTM  13      -   0.99949838  x   0.99979251  =   0.99929100
 KL0618
 KL0618:                Primary Azimuth Mark                     Grid Az
 KL0618:SPC CO C     -  R W ET                                   322 38 36.7
 KL0618:UTM  13      -  R W ET                                   322 58 11.7
 KL0618
 KL0618|---------------------------------------------------------------------|
 KL0618| PID    Reference Object                     Distance      Geod. Az  |
 KL0618|                                                           dddmmss.s |
 KL0618| KL0619 R W ET                              APPROX. 5.6 KM 3220222.4 |
 KL0618|---------------------------------------------------------------------|
 KL0618
 KL0618                          SUPERSEDED SURVEY CONTROL
 KL0618
 KL0618  NAD 83(1986)-  39 39 26.26492(N)    106 27 27.43937(W) AD(       ) 3
 KL0618  NAD 27      -  39 39 26.32031(N)    106 27 25.31917(W) AD(       ) 3
 KL0618  NGVD 29 (07/19/86) 3210.2    (m)        10532.     (f) VERT ANG       
 KL0618
 KL0618.Superseded values are not recommended for survey control.
 KL0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0618.See file dsdata.txt to determine how the superseded data were derived.
 KL0618
 KL0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD7495590737(NAD 83)
 KL0618
 KL0618  HISTORY     - Date     Condition        Report By
 KL0618  HISTORY     - 1964     MONUMENTED       USGS
 KL0618  HISTORY     - 1970     GOOD             USGS
 KL0618
 KL0618                          STATION DESCRIPTION
 KL0618
 KL0618'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KL0618'LOCATED ABOUT 20 MI. NW. OF FRISCO AND 4.9 MI. NNW. OF MINTURN, NEAR
 KL0618'THE N. END OF A LARGE CLEARING, ON A LOW WOODED RIDGE.  HELICOPTER
 KL0618'WAS LANDED AT STATION.
 KL0618'
 KL0618'STATION MARK--STANDARD TABLET IN 1-IN. PIPE, PROJECTING 0.3 FT.,
 KL0618'AND STAMPED ---BUFFER-ET, 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0538 ***********************************************************************
 KJ0538  DESIGNATION -  BUICK
 KJ0538  PID         -  KJ0538
 KJ0538  STATE/COUNTY-  CO/ELBERT
 KJ0538  USGS QUAD   -  AGATE (1970)
 KJ0538
 KJ0538                         *CURRENT SURVEY CONTROL
 KJ0538  ___________________________________________________________________
 KJ0538* NAD 83(1992)-  39 23 42.35709(N)    103 53 53.34115(W)     ADJUSTED  
 KJ0538* NAVD 88     -      1730.7    (meters)    5678.     (feet)  VERT ANG  
 KJ0538  ___________________________________________________________________
 KJ0538  X           -  -1,185,833.964 (meters)                     COMP
 KJ0538  Y           -  -4,792,396.175 (meters)                     COMP
 KJ0538  Z           -   4,027,396.357 (meters)                     COMP
 KJ0538  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 KJ0538  ELLIP HEIGHT-        1711.69  (meters)          (12/03/02) GPS OBS
 KJ0538  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 KJ0538
 KJ0538  HORZ ORDER  -  FIRST
 KJ0538  ELLP ORDER  -  FOURTH    CLASS II
 KJ0538
 KJ0538.The horizontal coordinates were established by GPS observations
 KJ0538.and adjusted by the National Geodetic Survey in July 1995..
 KJ0538
 KJ0538.The orthometric height was determined by vertical angle observations.
 KJ0538
 KJ0538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KJ0538
 KJ0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0538
 KJ0538.The ellipsoidal height was determined by GPS observations
 KJ0538.and is referenced to NAD 83.
 KJ0538
 KJ0538.The geoid height was determined by GEOID03.
 KJ0538
 KJ0538;                    North         East     Units Scale Factor Converg.
 KJ0538;SPC CO C     -   479,386.198 1,052,375.098   MT  0.99994905   +1 00 37.0
 KJ0538;SPC CO C     - 1,572,786.22  3,452,667.30   sFT  0.99994905   +1 00 37.0
 KJ0538;UTM  13      - 4,361,201.704   594,879.349   MT  0.99971084   +0 41 57.7
 KJ0538
 KJ0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0538!SPC CO C     -   0.99973153  x   0.99994905  =   0.99968059
 KJ0538!UTM  13      -   0.99973153  x   0.99971084  =   0.99944244
 KJ0538
 KJ0538:                Primary Azimuth Mark                     Grid Az
 KJ0538:SPC CO C     -  JIM                                      006 13 28.2
 KJ0538:UTM  13      -  JIM                                      006 32 07.5
 KJ0538
 KJ0538|---------------------------------------------------------------------|
 KJ0538| PID    Reference Object                     Distance      Geod. Az  |
 KJ0538|                                                           dddmmss.s |
 KJ0538| KJ0537 JIM                                 APPROX.10.6 KM 0071405.2 |
 KJ0538| CP6717 BUICK RM 1                           10.520 METERS 09236     |
 KJ0538| CP6718 BUICK RM 2                           10.350 METERS 18113     |
 KJ0538|---------------------------------------------------------------------|
 KJ0538
 KJ0538                          SUPERSEDED SURVEY CONTROL
 KJ0538
 KJ0538  ELLIP H (07/20/95) 1711.70   (m)                       GP(       ) 4 1
 KJ0538  NAD 83(1992)-  39 23 42.35652(N)    103 53 53.33961(W) AD(       ) 2
 KJ0538  NAD 83(1986)-  39 23 42.34991(N)    103 53 53.33704(W) AD(       ) 2
 KJ0538  NAD 27      -  39 23 42.40325(N)    103 53 51.49152(W) AD(       ) 2
 KJ0538  NGVD 29 (07/19/86) 1729.8    (m)         5675.     (f) VERT ANG       
 KJ0538
 KJ0538.Superseded values are not recommended for survey control.
 KJ0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0538.See file dsdata.txt to determine how the superseded data were derived.
 KJ0538
 KJ0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED9487961202(NAD 83)
 KJ0538_MARKER: DS = TRIANGULATION STATION DISK
 KJ0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0538_STAMPING: BUICK ET 1970
 KJ0538_MARK LOGO: USGS  
 KJ0538_MAGNETIC: N = NO MAGNETIC MATERIAL
 KJ0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0538+STABILITY: SURFACE MOTION
 KJ0538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0538+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1993
 KJ0538
 KJ0538  HISTORY     - Date     Condition        Report By
 KJ0538  HISTORY     - 1970     MONUMENTED       USGS
 KJ0538  HISTORY     - 19930325 GOOD             NGS
 KJ0538
 KJ0538                          STATION DESCRIPTION
 KJ0538
 KJ0538'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (RVS)
 KJ0538'STATION IS LOCATED WEST 39 DEGREES NORTH ABOUT 14 MILES AIRLINE
 KJ0538'FROM LIMON, COLORADO.  SOUTH 30 DEGREES EAST ABOUT 5.5 MILES
 KJ0538'AIRLINE FROM AGATE, COLORADO.  ON A GRASSY HILL.  25.2 FEET EAST
 KJ0538'OF A USGS WITNESS SIGN MOUNTED ON A METAL POST.  ON LAND OWNED BY
 KJ0538'VIRGIL LININGER.
 KJ0538'
 KJ0538'TO REACH THE STATION FROM THE POST OFFICE AT AGATE, COLORADO GO
 KJ0538'SOUTHEAST ON OLD U.S. HIGHWAY 40 4.8 MILES TO CROSSROAD AT BUICK
 KJ0538'SIDING, TURN LEFT (EAST) AND GO 0.4 MILE ON TRACK ROAD, THEN BEAR
 KJ0538'RIGHT AND PROCEED SOUTH 0.2 MILE TO TOP OF HILL AND STATION SITE
 KJ0538'AT A FENCE CORNER.
 KJ0538'
 KJ0538'ALL MARKS ARE USGS BRASS TABLETS SOLDERED TO COPPER COATED STEEL
 KJ0538'RODS CENTERED IN TILE 6 INCHES IN DIAMETER AND 12 INCHES LONG
 KJ0538'FILLED WITH GRAVEL AND SET FLUSH WITH GROUND SURFACE.
 KJ0538'
 KJ0538'STATION MARK IS A ROD DRIVEN 15 FEET TO REFUSAL.  TABLET STAMPED
 KJ0538'BUICK ET 1970.
 KJ0538'
 KJ0538'REFERENCE MARK NO. 1 IS A ROD DRIVEN 15 FEET TO REFUSAL.  TABLET
 KJ0538'STAMPED BUICK ET 1 1970.
 KJ0538'
 KJ0538'REFERENCE MARK NO. 2 IS A ROD DRIVEN 15 FEET TO REFUSAL.  TABLET
 KJ0538'STAMPED BUICK ET 2 1970.
 KJ0538'
 KJ0538'STATION JIM USC GS IS VISIBLE FROM THE GROUND AT THIS STATION
 KJ0538'AND WILL SERVE AS THE AZIMUTH MARK.
 KJ0538'
 KJ0538'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
 KJ0538
 KJ0538                          STATION RECOVERY (1993)
 KJ0538
 KJ0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RSC)
 KJ0538'THIS STATION WILL BE USED DURING A GPS PROJECT. THE STATION IS LOCATED
 KJ0538'ABOUT 5 MI (8.0 KM) SOUTH OF AGATE ALONG INTERSTATE 70 IN THE
 KJ0538'SOUTHWEST 1/4 OF SECTION 33, T 7 S, R 58 W AT INTERSTATE 70 MILEPOST
 KJ0538'345.5.  OWNERSHIP--HIGH PLAINS SPORTSMEN CLUB. TO REACH THE STATION
 KJ0538'FROM THE CEDAR POINT EXIT (EXIT 348) ON INTERSTATE 70, GO SOUTHWEST ON
 KJ0538'A DIRT ROAD FOR 0.5 MILES (0.8 KM) TO OLD STATE HIGHWAY 40 WHICH IS ON
 KJ0538'THE EAST SIDE OF THE UNION PACIFIC RAILROAD TRACKS.  TURN NORTHWEST
 KJ0538'FOR 3.8 MILES (6.1 KM) ON OLD STATE HIGHWAY 40, PARALELLING THE UNION
 KJ0538'PACIFIC TRACKS, TO AN OLD RANCH AT BUICK, TURN EAST OFF OLD STATE
 KJ0538'HIGHWAY 40 AT THE RANCH AND BEAR EAST AND SOUTH ON A DIM TRACK ROAD
 KJ0538'FOR 0.5 MI (0.8 KM) TO A FENCE CORNER, TURN SOUTH ALONG THE FENCE AND
 KJ0538'PROCEED 0.05 MI (0.08 KM) TO THE MARK ON THE LEFT. THE STATION MARK IS
 KJ0538'A USGS DISK CRIMPED TO ROD IN A 5 IN PVC PIPE FLUSH WITH THE GROUND
 KJ0538'ABOUT 0.1 MI (0.2 KM) WEST SOUTHWEST OF INTERSTATE 70. IT IS 7.8 M
 KJ0538'(25.6 FT) EAST OF A STEEL WITNESS POST-SIGN AND A NORTH-SOUTH FENCE,
 KJ0538'50.2 M (164.7 FT) NORTH OF AN EAST WEST FENCE LINE, 71.7 M (235.2 FT)
 KJ0538'SOUTH SOUTHEAST OF A FENCE CORNER, AND 49.6 M (162.7 FT) NORTH
 KJ0538'NORTHEAST OF A FENCE CORNER NEXT TO A GATE. DESCRIPTION BY K.A.
 KJ0538'WILLIAMS, CDOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0466 ***********************************************************************
 JM0466  DESIGNATION -  BULL
 JM0466  PID         -  JM0466
 JM0466  STATE/COUNTY-  CO/MESA
 JM0466  USGS QUAD   -  TWO V BASIN (1973)
 JM0466
 JM0466                         *CURRENT SURVEY CONTROL
 JM0466  ___________________________________________________________________
 JM0466* NAD 83(1992)-  38 46 11.86028(N)    108 58 13.34024(W)     ADJUSTED  
 JM0466* NAVD 88     -      2441.4    (meters)    8010.     (feet)  VERTCON   
 JM0466  ___________________________________________________________________
 JM0466  LAPLACE CORR-          14.68  (seconds)                    DEFLEC99
 JM0466  GEOID HEIGHT-         -17.88  (meters)                     GEOID03
 JM0466
 JM0466  HORZ ORDER  -  THIRD
 JM0466
 JM0466.The horizontal coordinates were established by classical geodetic methods
 JM0466.and adjusted by the National Geodetic Survey in November 1997..
 JM0466
 JM0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0466
 JM0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0466
 JM0466.The geoid height was determined by GEOID03.
 JM0466
 JM0466;                    North         East     Units Scale Factor Converg.
 JM0466;SPC CO C     -   414,532.479   612,892.618   MT  0.99995251   -2 11 19.4
 JM0466;SPC CO C     - 1,360,011.97  2,010,798.53   sFT  0.99995251   -2 11 19.4
 JM0466;UTM  12      - 4,293,205.520   676,324.725   MT  0.99998286   +1 16 16.6
 JM0466
 JM0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0466!SPC CO C     -   0.99961989  x   0.99995251  =   0.99957241
 JM0466!UTM  12      -   0.99961989  x   0.99998286  =   0.99960275
 JM0466
 JM0466:                Primary Azimuth Mark                     Grid Az
 JM0466:SPC CO C     -  GRANITE                                  334 49 42.9
 JM0466:UTM  12      -  GRANITE                                  331 22 06.9
 JM0466
 JM0466|---------------------------------------------------------------------|
 JM0466| PID    Reference Object                     Distance      Geod. Az  |
 JM0466|                                                           dddmmss.s |
 JM0466| JM0470 GRANITE                             APPROX.11.8 KM 3323823.5 |
 JM0466|---------------------------------------------------------------------|
 JM0466
 JM0466                          SUPERSEDED SURVEY CONTROL
 JM0466
 JM0466  NAD 83(1992)-  38 46 11.84124(N)    108 58 13.34623(W) AD(       ) 3
 JM0466  NAD 83(1986)-  38 46 11.84269(N)    108 58 13.34389(W) AD(       ) 3
 JM0466  NAD 27      -  38 46 11.91910(N)    108 58 10.95198(W) AD(       ) 3
 JM0466  NGVD 29 (07/19/86) 2440.2    (m)         8006.     (f) VERT ANG       
 JM0466
 JM0466.Superseded values are not recommended for survey control.
 JM0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0466.See file dsdata.txt to determine how the superseded data were derived.
 JM0466
 JM0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH7632593206(NAD 83)
 JM0466_MARKER: DD = SURVEY DISK
 JM0466_SETTING: 0 = UNSPECIFIED SETTING
 JM0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0466
 JM0466  HISTORY     - Date     Condition        Report By
 JM0466  HISTORY     - 1954     MONUMENTED       USGS
 JM0466
 JM0466                          STATION DESCRIPTION
 JM0466
 JM0466'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JM0466'LOCATED ABOUT 34 MI. ENE. OF MOAB, UTAH, 6 MI. N. OF GATEWAY, 5 MI.
 JM0466'NE. OF THE DOLORES RIVER, ON THE HIGHEST PART OF A ROUND SPARSELY,
 JM0466'TIMBERED TOP, ON THE NW. EDGE OF A DIM RD., 60 FT. NE. OF THE
 JM0466'CENTER OF A BULLDOZED CLEARING.
 JM0466'
 JM0466'STATION REACHED BY HELICOPTER.  (HOWEVER, A TRUCK CAN BE DRIVEN TO
 JM0466'THE STATION.)
 JM0466'
 JM0466'STATION MARK--STANDARD TABLET STAMPED ---BULL 1954--- CEMENTED INTO
 JM0466'A DRILL HOLE ON TOP OF A FLAT OUTCROP.
 JM0466'
 JM0466'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 JM0466'1 1954---, CEMENTED INTO DRILL HOLE ON TOP OF AN OUTCROP SET FLUSH
 JM0466'WITH GROUND, 20.19 FT. FROM STATION MARK, S 05 DEG 39 MIN W.
 JM0466'
 JM0466'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 JM0466'2 1954---, CEMENTED INTO DRILL HOLE ON TOP OF LEDGE OUTCROP, 25.97
 JM0466'FT. FROM STATION MARK, S 78 DEG 39 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1390 ***********************************************************************
 LL1390  DESIGNATION -  BULL
 LL1390  PID         -  LL1390
 LL1390  STATE/COUNTY-  CO/LARIMER
 LL1390  USGS QUAD   -  SAND CREEK PASS (1967)
 LL1390
 LL1390                         *CURRENT SURVEY CONTROL
 LL1390  ___________________________________________________________________
 LL1390* NAD 83(1992)-  40 55 03.31863(N)    105 50 04.87220(W)     ADJUSTED  
 LL1390* NAVD 88     -      3073.3    (meters)   10083.     (feet)  VERTCON   
 LL1390  ___________________________________________________________________
 LL1390  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 LL1390  GEOID HEIGHT-         -11.11  (meters)                     GEOID03
 LL1390
 LL1390  HORZ ORDER  -  THIRD
 LL1390
 LL1390.The horizontal coordinates were established by classical geodetic methods
 LL1390.and adjusted by the National Geodetic Survey in January 1997..
 LL1390
 LL1390.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1390
 LL1390.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1390
 LL1390.The geoid height was determined by GEOID03.
 LL1390
 LL1390;                    North         East     Units Scale Factor Converg.
 LL1390;SPC CO N     -   480,763.248   886,207.230   MT  1.00002454   -0 12 58.5
 LL1390;SPC CO N     - 1,577,304.09  2,907,498.22   sFT  1.00002454   -0 12 58.5
 LL1390;SPC WY E     -    46,584.447   143,729.395   MT  0.99997646   -0 26 15.2
 LL1390;UTM  13      - 4,529,944.006   429,713.847   MT  0.99966080   -0 32 48.2
 LL1390
 LL1390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1390!SPC CO N     -   0.99951990  x   1.00002454  =   0.99954443
 LL1390!SPC WY E     -   0.99951990  x   0.99997646  =   0.99949637
 LL1390!UTM  13      -   0.99951990  x   0.99966080  =   0.99918086
 LL1390
 LL1390|---------------------------------------------------------------------|
 LL1390| PID    Reference Object                     Distance      Geod. Az  |
 LL1390|                                                           dddmmss.s |
 LL1390| CP6719 BULL RM 1                             5.319 METERS 02125     |
 LL1390| LL1391 BULL                                 24.346 METERS 05936     |
 LL1390| CP6720 BULL RM 2                             6.892 METERS 23727     |
 LL1390| LM0547 SHIPMAN                             APPROX.22.8 KM 2441851.0 |
 LL1390|---------------------------------------------------------------------|
 LL1390
 LL1390                          SUPERSEDED SURVEY CONTROL
 LL1390
 LL1390  NAD 83(1992)-  40 55 03.31776(N)    105 50 04.87367(W) AD(       ) 3
 LL1390  NAD 83(1986)-  40 55 03.31365(N)    105 50 04.87014(W) AD(       ) 3
 LL1390  NAD 27      -  40 55 03.40000(N)    105 50 02.86100(W) AD(       ) 3
 LL1390  NGVD 29 (07/19/86) 3071.9    (m)        10078.     (f) VERT ANG       
 LL1390
 LL1390.Superseded values are not recommended for survey control.
 LL1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1390.See file dsdata.txt to determine how the superseded data were derived.
 LL1390
 LL1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF2971429944(NAD 83)
 LL1390_MARKER: DS = TRIANGULATION STATION DISK
 LL1390_SETTING: 80 = SET IN A BOULDER
 LL1390_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LL1390
 LL1390  HISTORY     - Date     Condition        Report By
 LL1390  HISTORY     - 1949     MONUMENTED       CGS
 LL1390  HISTORY     - 1967     GOOD             USGS
 LL1390
 LL1390                          STATION DESCRIPTION
 LL1390
 LL1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LL1390'THE STATION IS LOCATED ABOUT 30 MILES AIR LINE SOUTHWEST OF
 LL1390'LARAMIE ON A HEAVILY TIMBERED RIDGE KNOWN LOCALLY AS BULL
 LL1390'MOUNTAIN.  THE RIDGE, LYING BETWEEN THE LARAMIE RIVER AND SAND
 LL1390'CREEK, HAS MUMEROUS FALLEN TREES ON ITS SUMMIT.  THE STATION
 LL1390'MARK IS SET ON THE SUMMIT, PROJECTS 6 INCHES AND IS STAMPED,
 LL1390'BULL 1949.
 LL1390'
 LL1390'REFERENCE MARK NO. 1 IS ABOUT THE SAME ELEVATION AS THE STATION,
 LL1390'PROJECTS 3 INCHES AND IS STAMPED, BULL NO 1 1949.
 LL1390'
 LL1390'REFERENCE MARK NO. 2 IS ABOUT THE SAME ELEVATION AS THE STATION,
 LL1390'PROJECTS 2 INCHES AND IS STAMPED, BULL NO 2 1949.
 LL1390'
 LL1390'TO REACH THE STATION FROM THE SERVICE STATION AT WOODS LANDING,
 LL1390'CROSS THE BRIDGE AND CONTINUE SOUTH ON THE BLADED ROAD FOR 8.9
 LL1390'MILES TO A T-INTERSECTION.  TURN LEFT, EAST AND FOLLOW THE
 LL1390'BLADED ROAD FOR 6.8 MILES TO THE U T BAR RANCH ON THE RIGHT.
 LL1390'CONTINUE STRAIGHT AHEAD FOR 1.0 MILE TO A FORK JUST AFTER
 LL1390'CROSSING A CATTLE GUARD.  TURN LEFT OFF THE MAIN ROAD AND
 LL1390'FOLLOW BLADED ROAD FOR 1.8 MILES TO A POLE GATE JUST AFTER
 LL1390'PASSING OLD RANCH BUILDINGS.  CONTINUE 0.15 MILE TO FORK, KEEP
 LL1390'THE LEFT FORK FOR 0.5 MILE TO A CATTLE GUARD.  CONTINUE ON
 LL1390'THE MAIN ROAD FOR 2.8 MILES TO A LOGGING CAMP.  CONTINUE
 LL1390'STRAIGHT AHEAD ON THE MAIN LOGGING ROAD FOR 0.9 MILE TO A
 LL1390'FORK.  KEEP THE RIGHT FORK FOR 0.5 MILE TO A OLD LOGGING
 LL1390'CAMP ON THE RIGHT.  CONTINUE 0.15 MILE TO A FORK.  KEEP THE
 LL1390'LEFT FORK AND GO ABOUT 200 FEET TO A FORK.  KEEP RIGHT
 LL1390'FORK FOR 0.1 MILE TO FORK AND TRIANGLE-BLAZED PINE TREE.
 LL1390'KEEP LEFT FORK FOR 0.1 MILE TO TRIANGLE-BLAZED PINE TREE
 LL1390'AND END OF TRUCK TRAVEL.  FROM HERE PACK STRAIGHT AHEAD
 LL1390'ON OLD ROAD TO A SECOND PILE OF OLD BOARDS AND A TRIANGLE
 LL1390'BLAZE ON A PINE TREE.  TURN RIGHT AT TRIANGLE BLAZE AND FOLLOW
 LL1390'A BLAZED TRAIL THROUGH THE TIMBER FOR ABOUT 1.0 MILE TO THE
 LL1390'SUMMIT AND STATION AS DESCRIBED ABOVE.  A 1-HOUR PACK.
 LL1390
 LL1390                          STATION RECOVERY (1967)
 LL1390
 LL1390'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LL1390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1391 ***********************************************************************
 LL1391  DESIGNATION -  BULL
 LL1391  PID         -  LL1391
 LL1391  STATE/COUNTY-  CO/LARIMER
 LL1391  USGS QUAD   -  SAND CREEK PASS (1967)
 LL1391
 LL1391                         *CURRENT SURVEY CONTROL
 LL1391  ___________________________________________________________________
 LL1391* NAD 83(1992)-  40 55 03.71797(N)    105 50 03.97477(W)     ADJUSTED  
 LL1391* NAVD 88     -      3068.     (meters)   10066.     (feet)  SCALED    
 LL1391  ___________________________________________________________________
 LL1391  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 LL1391  GEOID HEIGHT-         -11.11  (meters)                     GEOID03
 LL1391
 LL1391  HORZ ORDER  -  THIRD
 LL1391
 LL1391.The horizontal coordinates were established by classical geodetic methods
 LL1391.and adjusted by the National Geodetic Survey in January 1997..
 LL1391
 LL1391.The orthometric height was scaled from a topographic map.
 LL1391
 LL1391.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1391
 LL1391.The geoid height was determined by GEOID03.
 LL1391
 LL1391;                    North         East     Units Scale Factor Converg.
 LL1391;SPC CO N     -   480,775.488   886,228.277   MT  1.00002457   -0 12 57.9
 LL1391;SPC CO N     - 1,577,344.25  2,907,567.27   sFT  1.00002457   -0 12 57.9
 LL1391;UTM  13      - 4,529,956.120   429,734.956   MT  0.99966077   -0 32 47.6
 LL1391
 LL1391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1391!SPC CO N     -   0.99952067  x   1.00002457  =   0.99954522
 LL1391!UTM  13      -   0.99952067  x   0.99966077  =   0.99918160
 LL1391
 LL1391:                Primary Azimuth Mark                     Grid Az
 LL1391:SPC CO N     -  LITTLE BALD                              135 24 48.3
 LL1391:UTM  13      -  LITTLE BALD                              135 44 38.0
 LL1391
 LL1391|---------------------------------------------------------------------|
 LL1391| PID    Reference Object                     Distance      Geod. Az  |
 LL1391|                                                           dddmmss.s |
 LL1391| LL1394 LITTLE BALD                         APPROX. 9.3 KM 1351150.4 |
 LL1391|---------------------------------------------------------------------|
 LL1391
 LL1391                          SUPERSEDED SURVEY CONTROL
 LL1391
 LL1391  NAD 83(1992)-  40 55 03.71714(N)    105 50 03.97614(W) AD(       ) 3
 LL1391  NAD 83(1986)-  40 55 03.71302(N)    105 50 03.97264(W) AD(       ) 3
 LL1391  NAD 27      -  40 55 03.79943(N)    105 50 01.96341(W) AD(       ) 3
 LL1391
 LL1391.Superseded values are not recommended for survey control.
 LL1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1391.See file dsdata.txt to determine how the superseded data were derived.
 LL1391
 LL1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF2973529956(NAD 83)
 LL1391
 LL1391  HISTORY     - Date     Condition        Report By
 LL1391  HISTORY     - 1915     MONUMENTED       USGS
 LL1391  HISTORY     - 1967     GOOD             USGS
 LL1391
 LL1391                          STATION DESCRIPTION
 LL1391
 LL1391'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 LL1391'ON THE HIGHEST PART OF BULL MOUNTAIN WHICH LIES BETWEEN LARIMER RIVER
 LL1391'AND SAND CREEK AND JUST S. OF WHERE THE BOULDER RIDGE ROAD CROSSES
 LL1391'THE --SAND GAP--, FROM WHICH PLACE THE STATION CAN BE REACHED BY
 LL1391'SADDLE ANIMALS.  THE MOUNTAIN IS HEAVILY TIMBERED ON THE SW. END
 LL1391'AND HAS DEAD TREES ON THE EXTREME TOP, 78.22 FT., N 59 DEG  36 MIN E,
 LL1391'FROM STATION BULL (USC AND GS).
 LL1391'
 LL1391'STATION MARK--BRONZE TABLET SET IN SANDSTONE ROCK, NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0569 ***********************************************************************
 HL0569  DESIGNATION -  BULL DOG
 HL0569  PID         -  HL0569
 HL0569  STATE/COUNTY-  CO/MINERAL
 HL0569  USGS QUAD   -  CREEDE (1986)
 HL0569
 HL0569                         *CURRENT SURVEY CONTROL
 HL0569  ___________________________________________________________________
 HL0569* NAD 83(1992)-  37 52 13.85031(N)    106 57 09.28415(W)     ADJUSTED  
 HL0569* NAVD 88     -      3343.     (meters)   10968.     (feet)  SCALED    
 HL0569  ___________________________________________________________________
 HL0569  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 HL0569  GEOID HEIGHT-         -15.24  (meters)                     GEOID03
 HL0569
 HL0569  HORZ ORDER  -  THIRD
 HL0569
 HL0569.The horizontal coordinates were established by classical geodetic methods
 HL0569.and adjusted by the National Geodetic Survey in January 1993..
 HL0569
 HL0569.The orthometric height was scaled from a topographic map.
 HL0569
 HL0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0569
 HL0569.The geoid height was determined by GEOID03.
 HL0569
 HL0569;                    North         East     Units Scale Factor Converg.
 HL0569;SPC CO S     -   439,402.090   786,606.345   MT  0.99994560   -0 53 27.5
 HL0569;SPC CO S     - 1,441,605.02  2,580,724.32   sFT  0.99994560   -0 53 27.5
 HL0569;UTM  13      - 4,193,245.263   328,259.527   MT  0.99996329   -1 11 56.2
 HL0569
 HL0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0569!SPC CO S     -   0.99947813  x   0.99994560  =   0.99942376
 HL0569!UTM  13      -   0.99947813  x   0.99996329  =   0.99944144
 HL0569
 HL0569:                Primary Azimuth Mark                     Grid Az
 HL0569:SPC CO S     -  BLUFF                                    097 47 58.4
 HL0569:UTM  13      -  BLUFF                                    098 06 27.1
 HL0569
 HL0569|---------------------------------------------------------------------|
 HL0569| PID    Reference Object                     Distance      Geod. Az  |
 HL0569|                                                           dddmmss.s |
 HL0569| HL0568 BLUFF                               APPROX. 3.5 KM 0965430.9 |
 HL0569|---------------------------------------------------------------------|
 HL0569
 HL0569                          SUPERSEDED SURVEY CONTROL
 HL0569
 HL0569  NAD 83(1986)-  37 52 13.84627(N)    106 57 09.28828(W) AD(       ) 3
 HL0569  NAD 27      -  37 52 13.85307(N)    106 57 07.11879(W) AD(       ) 3
 HL0569
 HL0569.Superseded values are not recommended for survey control.
 HL0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0569.See file dsdata.txt to determine how the superseded data were derived.
 HL0569
 HL0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB2826093245(NAD 83)
 HL0569_MARKER: DD = SURVEY DISK
 HL0569_SETTING: 66 = SET IN ROCK OUTCROP
 HL0569_SP_SET: SET IN ROCK OUTCROP
 HL0569_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0569+STABILITY: POSITION/ELEVATION WELL
 HL0569
 HL0569  HISTORY     - Date     Condition        Report By
 HL0569  HISTORY     - 1904     MONUMENTED       USGS
 HL0569
 HL0569                          STATION DESCRIPTION
 HL0569
 HL0569'DESCRIBED BY US GEOLOGICAL SURVEY 1904
 HL0569'NEAR S. END OF BLUFF ON E. SIDE OF BULL DOG HILL, ABOUT 1 MI. SW. OF
 HL0569'THE TOWN OF BACHELOR AND ABOUT 2 MI. NW. OF THE TOWN OF LOWER CREEDE.
 HL0569'
 HL0569'STATION MARK - BRONZE TABLET CEMENTED IN SOLID ROCK, OVER WHICH A
 HL0569'SMALL CAIRN WAS ERECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8179 ***********************************************************************
 AH8179  DESIGNATION -  BULSON
 AH8179  PID         -  AH8179
 AH8179  STATE/COUNTY-  CO/SAN MIGUEL
 AH8179  USGS QUAD   -  GURLEY CANYON (1975)
 AH8179
 AH8179                         *CURRENT SURVEY CONTROL
 AH8179  ___________________________________________________________________
 AH8179* NAD 83(1992)-  38 05 07.25693(N)    108 10 43.23864(W)     ADJUSTED  
 AH8179* NAVD 88     -      2079.5    (meters)    6822.     (feet)  GPS OBS   
 AH8179  ___________________________________________________________________
 AH8179  X           -  -1,568,709.195 (meters)                     COMP
 AH8179  Y           -  -4,777,247.281 (meters)                     COMP
 AH8179  Z           -   3,914,176.884 (meters)                     COMP
 AH8179  LAPLACE CORR-           9.09  (seconds)                    DEFLEC99
 AH8179  ELLIP HEIGHT-        2062.18  (meters)          (12/03/02) GPS OBS
 AH8179  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 AH8179
 AH8179  HORZ ORDER  -  FIRST
 AH8179  ELLP ORDER  -  FOURTH    CLASS II
 AH8179
 AH8179.The horizontal coordinates were established by GPS observations
 AH8179.and adjusted by the National Geodetic Survey in March 1999..
 AH8179
 AH8179.The orthometric height was determined by GPS observations and a
 AH8179.high-resolution geoid model.
 AH8179
 AH8179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8179
 AH8179.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8179
 AH8179.The ellipsoidal height was determined by GPS observations
 AH8179.and is referenced to NAD 83.
 AH8179
 AH8179.The geoid height was determined by GEOID03.
 AH8179
 AH8179;                    North         East     Units Scale Factor Converg.
 AH8179;SPC CO S     -   465,622.202   679,442.725   MT  0.99995498   -1 38 35.0
 AH8179;SPC CO S     - 1,527,628.84  2,229,138.34   sFT  0.99995498   -1 38 35.0
 AH8179;UTM  12      - 4,219,044.334   747,441.359   MT  1.00035414   +1 44 28.2
 AH8179
 AH8179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8179!SPC CO S     -   0.99967652  x   0.99995498  =   0.99963152
 AH8179!UTM  12      -   0.99967652  x   1.00035414  =   1.00003055
 AH8179
 AH8179                          SUPERSEDED SURVEY CONTROL
 AH8179
 AH8179  ELLIP H (03/16/99) 2062.23   (m)                       GP(       ) 4 1
 AH8179
 AH8179.Superseded values are not recommended for survey control.
 AH8179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8179.See file dsdata.txt to determine how the superseded data were derived.
 AH8179
 AH8179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH4744119044(NAD 83)
 AH8179_MARKER: DH = HORIZONTAL CONTROL DISK
 AH8179_SETTING: 66 = SET IN ROCK OUTCROP
 AH8179_STAMPING: BULSON 1997
 AH8179_MARK LOGO: NGS   
 AH8179_PROJECTION: FLUSH
 AH8179_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8179_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8179+STABILITY: POSITION/ELEVATION WELL
 AH8179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8179+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH8179
 AH8179  HISTORY     - Date     Condition        Report By
 AH8179  HISTORY     - 1997     MONUMENTED       NGS
 AH8179
 AH8179                          STATION DESCRIPTION
 AH8179
 AH8179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AH8179'THE STATION IS LOCATED ABOUT 8 MI (12.9 KM) NORTHWEST OF PLACERVILLE,
 AH8179'7 MI (11.3 KM) SOUTHEAST OF NORWOOD AND 1.5 MI (2.4 KM) SOUTH OF THE
 AH8179'MOUTH OF BEAVER CREEK CANYON, IN T 44 N, R 12 W, AT STATE HIGHWAY 145
 AH8179'MILEPOST 92.7.  OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION
 AH8179'RIGHT-OF-WAY TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AH8179'HIGHWAY 145 AND STATE HIGHWAY 62 AT PLACERVILLE, GO WEST ON STATE
 AH8179'HIGHWAY 145 FOR 2.85 MI (4.59 KM) TO A SIDE ROAD LEFT, SPECIE CREEK
 AH8179'ROAD.  CONTINUE AHEAD FOR 5.75 MI (9.25 KM) TO THE STATION ON THE LEFT
 AH8179'AT A TURNOUT THE MARK IS A STANDARD DISK SET INTO THE TOP OF THE
 AH8179'NORTHWEST END OF A PINK SANDSTONE OUTCROP MEASURING 20.5 M (67.3 FT)
 AH8179'BY 5 M (16.4 FT) BETWEEN THE HIGHWAY AND THE RIVER.  IT IS 11.5 M
 AH8179'(37.7 FT) SOUTHWEST FROM THE CENTER LINE OF THE HIGHWAY, 0.6 M (2.0
 AH8179'FT) WEST FROM A WITNESS POST AND ABOUT EVEN WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0715 ***********************************************************************
 LK0715  DESIGNATION -  BUMPS
 LK0715  PID         -  LK0715
 LK0715  STATE/COUNTY-  CO/MORGAN
 LK0715  USGS QUAD   -  JUDSON HILLS (1984)
 LK0715
 LK0715                         *CURRENT SURVEY CONTROL
 LK0715  ___________________________________________________________________
 LK0715* NAD 83(1992)-  40 26 58.32786(N)    103 57 00.42822(W)     ADJUSTED  
 LK0715* NAVD 88     -      1501.     (meters)    4925.     (feet)  SCALED    
 LK0715  ___________________________________________________________________
 LK0715  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 LK0715  GEOID HEIGHT-         -19.08  (meters)                     GEOID03
 LK0715
 LK0715  HORZ ORDER  -  THIRD
 LK0715
 LK0715.The horizontal coordinates were established by classical geodetic methods
 LK0715.and adjusted by the National Geodetic Survey in January 1993..
 LK0715
 LK0715.The orthometric height was scaled from a topographic map.
 LK0715
 LK0715.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0715
 LK0715.The geoid height was determined by GEOID03.
 LK0715
 LK0715;                    North         East     Units Scale Factor Converg.
 LK0715;SPC CO N     -   429,883.338 1,045,868.597   MT  0.99996285   +1 00 05.1
 LK0715;SPC CO N     - 1,410,375.58  3,431,320.56   sFT  0.99996285   +1 00 05.1
 LK0715;UTM  13      - 4,478,182.427   589,027.895   MT  0.99969756   +0 40 52.3
 LK0715
 LK0715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0715!SPC CO N     -   0.99976763  x   0.99996285  =   0.99973049
 LK0715!UTM  13      -   0.99976763  x   0.99969756  =   0.99946526
 LK0715
 LK0715:                Primary Azimuth Mark                     Grid Az
 LK0715:SPC CO N     -  GRAMMA                                   050 36 39.2
 LK0715:UTM  13      -  GRAMMA                                   050 55 52.0
 LK0715
 LK0715|---------------------------------------------------------------------|
 LK0715| PID    Reference Object                     Distance      Geod. Az  |
 LK0715|                                                           dddmmss.s |
 LK0715| LK0714 GRAMMA                              APPROX. 6.8 KM 0513644.3 |
 LK0715|---------------------------------------------------------------------|
 LK0715
 LK0715                          SUPERSEDED SURVEY CONTROL
 LK0715
 LK0715  NAD 83(1986)-  40 26 58.31816(N)    103 57 00.42785(W) AD(       ) 3
 LK0715  NAD 27      -  40 26 58.39365(N)    103 56 58.59241(W) AD(       ) 3
 LK0715
 LK0715.Superseded values are not recommended for survey control.
 LK0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0715.See file dsdata.txt to determine how the superseded data were derived.
 LK0715
 LK0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE8902878182(NAD 83)
 LK0715_MARKER: DD = SURVEY DISK
 LK0715_SETTING: 0 = UNSPECIFIED SETTING
 LK0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LK0715
 LK0715  HISTORY     - Date     Condition        Report By
 LK0715  HISTORY     - 1948     MONUMENTED       USGS
 LK0715
 LK0715                          STATION DESCRIPTION
 LK0715
 LK0715'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 LK0715'STATION IS LOCATED NEAR NW. CORNER OF SEC. 35, T 5 N, R 59 W.
 LK0715'
 LK0715'TO REACH FROM WELDONA, COLORADO, GO N. ON COUNTY RD. 0.2 MI., THENCE
 LK0715'E. 0.4 MI. TO T-INTERSECTION, THENCE N. 6.6 MI. TO GATE ON E. SIDE OF
 LK0715'RD., THENCE SE. APPROXIMATELY 0.6 MI. CROSS COUNTRY TO HIGHEST OF
 LK0715'THREE ADJACENT KNOLLS, STATION IS ON HIGHEST KNOLL.
 LK0715'
 LK0715'STATION MARK--STANDARD TABLET, SET IN CONCRETE POST, EXTENDING ABOUT
 LK0715'6 IN. ABOVE GROUND AND STAMPED ---BUMPS 1948---.
 LK0715'
 LK0715'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---BUMPS 1
 LK0715'1948---, SET IN CONCRETE POST, 82.2 FT. FROM STATION,
 LK0715'S 44 DEG 35 MIN W.
 LK0715'
 LK0715'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---BUMPS 2
 LK0715'1948---, SET IN CONCRETE POST, 123.99 FT. FROM STATION,
 LK0715'N 27 DEG 54 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1404 ***********************************************************************
 LL1404  DESIGNATION -  BUNCE
 LL1404  PID         -  LL1404
 LL1404  STATE/COUNTY-  CO/BOULDER
 LL1404  USGS QUAD   -  RAYMOND (1978)
 LL1404
 LL1404                         *CURRENT SURVEY CONTROL
 LL1404  ___________________________________________________________________
 LL1404* NAD 83(1992)-  40 10 17.07989(N)    105 27 56.99722(W)     ADJUSTED  
 LL1404* NAVD 88     -      2506.0    (meters)    8222.     (feet)  GPS OBS   
 LL1404  ___________________________________________________________________
 LL1404  X           -  -1,301,947.114 (meters)                     COMP
 LL1404  Y           -  -4,705,564.455 (meters)                     COMP
 LL1404  Z           -   4,094,155.124 (meters)                     COMP
 LL1404  LAPLACE CORR-         -23.27  (seconds)                    DEFLEC99
 LL1404  ELLIP HEIGHT-        2492.52  (meters)          (12/03/02) GPS OBS
 LL1404  GEOID HEIGHT-         -13.44  (meters)                     GEOID03
 LL1404
 LL1404  HORZ ORDER  -  FIRST
 LL1404  ELLP ORDER  -  FOURTH    CLASS II
 LL1404
 LL1404.The horizontal coordinates were established by GPS observations
 LL1404.and adjusted by the National Geodetic Survey in February 2000..
 LL1404
 LL1404.The orthometric height was determined by GPS observations and a
 LL1404.high-resolution geoid model.
 LL1404
 LL1404.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1404
 LL1404.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1404
 LL1404.The ellipsoidal height was determined by GPS observations
 LL1404.and is referenced to NAD 83.
 LL1404
 LL1404.The geoid height was determined by GEOID03.
 LL1404
 LL1404;                    North         East     Units Scale Factor Converg.
 LL1404;SPC CO N     -   397,853.145   917,312.087   MT  0.99995780   +0 01 19.5
 LL1404;SPC CO N     - 1,305,289.86  3,009,548.07   sFT  0.99995780   +0 01 19.5
 LL1404;UTM  13      - 4,446,886.467   460,336.202   MT  0.99961937   -0 18 01.8
 LL1404
 LL1404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1404!SPC CO N     -   0.99960914  x   0.99995780  =   0.99956695
 LL1404!UTM  13      -   0.99960914  x   0.99961937  =   0.99922866
 LL1404
 LL1404|---------------------------------------------------------------------|
 LL1404| PID    Reference Object                     Distance      Geod. Az  |
 LL1404|                                                           dddmmss.s |
 LL1404| CR8238 BUNCE RM 1                           17.707 METERS 01806     |
 LL1404| CR8239 BUNCE RM 2                           11.675 METERS 08645     |
 LL1404| LL1405 BUNCE AZ MK                         473.728 METERS 1480245.0 |
 LL1404|---------------------------------------------------------------------|
 LL1404
 LL1404                          SUPERSEDED SURVEY CONTROL
 LL1404
 LL1404  NAD 83(1992)-  40 10 17.07901(N)    105 27 57.00044(W) AD(       ) 1
 LL1404  ELLIP H (01/07/93) 2492.63   (m)                       GP(       ) 4 2
 LL1404  NAD 83(1986)-  40 10 17.07578(N)    105 27 56.99397(W) AD(       ) 1
 LL1404  NGVD 29 (01/20/89) 2504.70   (m)         8217.5    (f) LEVELING    3  
 LL1404
 LL1404.Superseded values are not recommended for survey control.
 LL1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1404.See file dsdata.txt to determine how the superseded data were derived.
 LL1404
 LL1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE6033646886(NAD 83)
 LL1404_MARKER: DH = HORIZONTAL CONTROL DISK
 LL1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1404_SP_SET: CONCRETE POST
 LL1404_STAMPING: BUNCE 1985
 LL1404_MARK LOGO: NGS   
 LL1404_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL1404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1404+STABILITY: SURFACE MOTION
 LL1404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1404+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 LL1404
 LL1404  HISTORY     - Date     Condition        Report By
 LL1404  HISTORY     - 1985     MONUMENTED       NGS
 LL1404  HISTORY     - 1985     GOOD             NGS
 LL1404  HISTORY     - 19860815 GOOD
 LL1404  HISTORY     - 19880608 GOOD             NGS
 LL1404  HISTORY     - 19981117 GOOD             NGS
 LL1404  HISTORY     - 19990913 GOOD             USPSQD
 LL1404  HISTORY     - 20010331 GOOD             NGS
 LL1404  HISTORY     - 20031010 GOOD             USPSQD
 LL1404  HISTORY     - 20050901 GOOD             USPSQD
 LL1404
 LL1404                          STATION DESCRIPTION
 LL1404
 LL1404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 LL1404'THE STATION IS LOCATED ABOUT 17.7 KM (11 MI) EAST-SOUTHEAST OF LYONS,
 LL1404'11.7 KM (7.25 MI) NORTH-NORTHEAST OF WARD AND 1.6 KM (1 MI)
 LL1404'NORTHWEST OF THE SETTLEMENT OF RAYMOND.
 LL1404'OWNERSHIP--STATE OF COLORADO, DIVISION OF HIGHWAYS, P.O. BOX 850,
 LL1404'GREELEY, CO. 80632-0850.  TELEPHONE---303-353-1232.
 LL1404'
 LL1404'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 7 AND
 LL1404'72, IN THE NORTHWESTERN PART OF BOULDER COUNTY, GO NORTHWESTERLY ON
 LL1404'STATE HIGHWAY 7 FOR 0.2 KM (0.1 MI) TO THE AZIMUTH MARK ON THE LEFT.
 LL1404'CONTINUE NORTHWESTERLY FOR 0.5 KM (0.3 MI) TO THE STATION ON THE
 LL1404'RIGHT, JUST BEFORE PASSING THE KELLEY HOUSE, THE HOME ON THE HILLTOP
 LL1404'GUILD ON THE LEFT.
 LL1404'
 LL1404'THE STATION IS A STANDARD NGS DISK STAMPED---BUNCE 1985---SET INTO
 LL1404'THE TOP OF A ROUND CONCRETE MONUMENT 36 CM (14-IN) IN DIAMETER FLUSH
 LL1404'WITH THE GROUND.  LOCATED 15.8 M (52 M) WEST-SOUTHWEST FROM THE
 LL1404'NORTHEASTERN RIGHT-OF-WAY FENCE, 14.3 M (47 FT) EAST-NORTHEAST FROM
 LL1404'THE CENTERLINE OF STATE HIGHWAY 7, 1.4 M (4.5 FT) NORTHWEST FROM A
 LL1404'WITNESS POST, 1.2 M (4 FT) SOUTHEAST FROM A WITNESS POST.
 LL1404'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED---BUNCE 1985---
 LL1404'SET IN AN IRREGULAR MASS OF CONCRETE 1 M (3.3 FT) BELOW THE SURFACE.
 LL1404'
 LL1404'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK STAMPED---BUNCE NO 1
 LL1404'1985---SET INTO THE TOP OF A PARTIALLY EXPOSED BOULDER OF 1.2 M
 LL1404'(4 FT) IN LARGEST DIMENSION AND THE DISK PROJECTS ABOUT 8 CM (3-IN)
 LL1404'ABOVE THE GROUND.  LOCATED 28.6 M (94 FT) NORTHEAST FROM THE
 LL1404'CENTERLINE OF STATE HIGHWAY 7, 1.5 M (5 FT) SOUTHWEST FROM THE
 LL1404'NORTHEASTERN RIGHT-OF-WAY FENCE, 0.9 M (3 FT) SOUTHWEST FROM A 1.5
 LL1404'FOOT DIAMETER PONDEROSA PINE AND 1.2 M (4 FT) ABOVE THE STATION.
 LL1404'
 LL1404'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 LL1404'STAMPED---BUNCE NO 2 1985---,
 LL1404'SET INTO  A ROCK OUTCROP 1.5 M (5 FT) IN LARGEST DIMENSION AND THE
 LL1404'DISK PROJECTS ABOUT 0.3 M (1 FT) ABOVE THE GROUND.  LOCATED
 LL1404'24.1 METERS (79 FT) NORTHEAST FROM THE CENTERLINE OF HIGHWAY 7,
 LL1404'5.8 M (19 FT) SOUTHWEST FROM THE NORTHEASTERN RIGHT-OF-WAY FENCE
 LL1404'MARK IS 1.5 METERS ABOVE THE STATION.
 LL1404
 LL1404                          STATION RECOVERY (1985)
 LL1404
 LL1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LL1404'RECOVERED IN GOOD CONDITION.
 LL1404
 LL1404                          STATION RECOVERY (1986)
 LL1404
 LL1404'RECOVERED 1986
 LL1404'RECOVERED IN GOOD CONDITION.
 LL1404
 LL1404                          STATION RECOVERY (1988)
 LL1404
 LL1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LL1404'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1985.
 LL1404'UT-CO-WY-ID FAA AND VERNAL NCMN.
 LL1404'DESCRIBED BY LEONARD A. BURDEK.
 LL1404
 LL1404                          STATION RECOVERY (1998)
 LL1404
 LL1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 LL1404'THE MARK WAS RECOVERED IN GOOD CONDITION WITH THE FOLLOWING
 LL1404'ADDITION--AT STATE HIGHWAY 7 MILEPOST 18.8, IN THE NORTHEAST 1/4 OF
 LL1404'SECTION 5, T 2 N, R 72 W.
 LL1404
 LL1404                          STATION RECOVERY (1999)
 LL1404
 LL1404'RECOVERY NOTE BY US POWER SQUADRON 1999
 LL1404'RECOVERED IN GOOD CONDITION.
 LL1404
 LL1404                          STATION RECOVERY (2001)
 LL1404
 LL1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL1404'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL1404
 LL1404                          STATION RECOVERY (2003)
 LL1404
 LL1404'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 LL1404'LL1404 RM1 FOUND GOOD
 LL1404'LL1404 RM2 FOUND GOOD
 LL1404
 LL1404                          STATION RECOVERY (2005)
 LL1404
 LL1404'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 LL1404'REF. MARK 1-GOOD, REF. MARK 2-GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1405 ***********************************************************************
 LL1405  DESIGNATION -  BUNCE AZ MK
 LL1405  PID         -  LL1405
 LL1405  STATE/COUNTY-  CO/BOULDER
 LL1405  USGS QUAD   -  RAYMOND (1978)
 LL1405
 LL1405                         *CURRENT SURVEY CONTROL
 LL1405  ___________________________________________________________________
 LL1405* NAD 83(1992)-  40 10 04.04815(N)    105 27 46.40164(W)     ADJUSTED  
 LL1405* NAVD 88     -      2494.07   (+/-2cm)    8182.6    (feet)  VERTCON   
 LL1405  ___________________________________________________________________
 LL1405  LAPLACE CORR-         -23.14  (seconds)                    DEFLEC99
 LL1405  GEOID HEIGHT-         -13.47  (meters)                     GEOID03
 LL1405
 LL1405  HORZ ORDER  -  SECOND
 LL1405  VERT ORDER  -  THIRD ? (See Below)
 LL1405
 LL1405.The horizontal coordinates were established by classical geodetic methods
 LL1405.and adjusted by the National Geodetic Survey in January 1993..
 LL1405.No horizontal observational check was made to the station.
 LL1405
 LL1405.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1405.The vertical order pertains to the NGVD 29 superseded value.
 LL1405
 LL1405.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1405
 LL1405.The geoid height was determined by GEOID03.
 LL1405
 LL1405;                    North         East     Units Scale Factor Converg.
 LL1405;SPC CO N     -   397,451.314   917,562.947   MT  0.99995789   +0 01 26.3
 LL1405;SPC CO N     - 1,303,971.52  3,010,371.10   sFT  0.99995789   +0 01 26.3
 LL1405;UTM  13      - 4,446,483.367   460,584.713   MT  0.99961912   -0 17 54.9
 LL1405
 LL1405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1405!SPC CO N     -   0.99961101  x   0.99995789  =   0.99956891
 LL1405!UTM  13      -   0.99961101  x   0.99961912  =   0.99923028
 LL1405
 LL1405                          SUPERSEDED SURVEY CONTROL
 LL1405
 LL1405  NAD 83(1986)-  40 10 04.04411(N)    105 27 46.39703(W) AD(       ) 2
 LL1405  NGVD 29 (01/20/89) 2492.79   (m)         8178.4    (f) LEVELING    3  
 LL1405
 LL1405.Superseded values are not recommended for survey control.
 LL1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1405.See file dsdata.txt to determine how the superseded data were derived.
 LL1405
 LL1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE6058546483(NAD 83)
 LL1405_MARKER: DZ = AZIMUTH MARK DISK
 LL1405_SETTING: 80 = SET IN A BOULDER
 LL1405_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LL1405_MAGNETIC: N = NO MAGNETIC MATERIAL
 LL1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1405+STABILITY: SURFACE MOTION
 LL1405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1405+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 LL1405
 LL1405  HISTORY     - Date     Condition        Report By
 LL1405  HISTORY     - 1985     MONUMENTED       NGS
 LL1405  HISTORY     - 19990913 GOOD             USPSQD
 LL1405  HISTORY     - 20010331 GOOD             NGS
 LL1405  HISTORY     - 20031010 GOOD             USPSQD
 LL1405  HISTORY     - 20050901 GOOD             USPSQD
 LL1405
 LL1405                          STATION DESCRIPTION
 LL1405
 LL1405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 LL1405'THE STATION IS LOCATED ABOUT 11.3 KM (7 MI) NORTH-NORTHEAST OF WARD,
 LL1405'6.4 KM (4 MI) EAST-SOUTHEAST OF ALLENS PARK AND 1.6 KM (1.0 MI)
 LL1405'NORTH OF RAYMOND.
 LL1405'OWNERSHIP--STATE OF COLRADO, DIVISION OF HIGHWAYS, P.O. BOX 850,
 LL1405'GREELEY, COLORADO 80632-0850.  TELEPHONE---303-353-1232.
 LL1405'
 LL1405'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE HIGHWAY 7
 LL1405'AND 72, IN THE NORTHWESTERN PART OF BOULDER COUNTY, GO
 LL1405'NORTHWESTERLY ON STATE HIGHWAY 7 FOR 0.2 KM (0.1 MI) TO THE AZIMUTH
 LL1405'MARK ON THE LEFT.
 LL1405'
 LL1405'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK STAMPED---BUNCE 1985---SET
 LL1405'INTO THE TOP OF A BOULDER OF 0.6 M (2 FT) IN LARGEST DIMENSIONS
 LL1405'AND THE DISK PROJECTS 5 CM (2-IN) ABOVE THE GROUND AND IS BETWEEN
 LL1405'THE POWER POLE AND WHERE THE GUY WIRE GOES INTO THE GROUND.  LOCATED
 LL1405'18.6 M (61 FT) SOUTH FROM THE CENTERLINE ON STATE HIGHWAY 7, 2.7 M
 LL1405'(9 FT) SOUTH FROM A POWER POLE WITH A GUY WIRE, 1.2 M (4 FT)
 LL1405'WEST-NORTHWEST FROM A WITNESS POST.
 LL1405
 LL1405                          STATION RECOVERY (1999)
 LL1405
 LL1405'RECOVERY NOTE BY US POWER SQUADRON 1999
 LL1405'RECOVERED IN GOOD CONDITION.
 LL1405
 LL1405                          STATION RECOVERY (2001)
 LL1405
 LL1405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL1405'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL1405
 LL1405                          STATION RECOVERY (2003)
 LL1405
 LL1405'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 LL1405'RECOVERED IN GOOD CONDITION.
 LL1405
 LL1405                          STATION RECOVERY (2005)
 LL1405
 LL1405'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 LL1405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0279 ***********************************************************************
 KM0279  DESIGNATION -  BUNNY
 KM0279  PID         -  KM0279
 KM0279  STATE/COUNTY-  CO/RIO BLANCO
 KM0279  USGS QUAD   -  WOLF RIDGE (1952)
 KM0279
 KM0279                         *CURRENT SURVEY CONTROL
 KM0279  ___________________________________________________________________
 KM0279* NAD 83(1992)-  39 52 43.96731(N)    108 23 32.31937(W)     ADJUSTED  
 KM0279* NAVD 88     -      2066.4    (meters)    6780.     (feet)  VERTCON   
 KM0279  ___________________________________________________________________
 KM0279  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 KM0279  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 KM0279
 KM0279  HORZ ORDER  -  THIRD
 KM0279
 KM0279.The horizontal coordinates were established by classical geodetic methods
 KM0279.and adjusted by the National Geodetic Survey in January 1993..
 KM0279
 KM0279.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0279
 KM0279.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0279
 KM0279.The geoid height was determined by GEOID03.
 KM0279
 KM0279;                    North         East     Units Scale Factor Converg.
 KM0279;SPC CO N     -   369,407.087   667,029.782   MT  0.99997778   -1 52 07.7
 KM0279;SPC CO N     - 1,211,963.08  2,188,413.54   sFT  0.99997778   -1 52 07.7
 KM0279;UTM  12      - 4,417,569.121   722,998.183   MT  1.00021224   +1 40 21.5
 KM0279
 KM0279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0279!SPC CO N     -   0.99967849  x   0.99997778  =   0.99965628
 KM0279!UTM  12      -   0.99967849  x   1.00021224  =   0.99989067
 KM0279
 KM0279:                Primary Azimuth Mark                     Grid Az
 KM0279:SPC CO N     -  TOWER                                    029 55 37.0
 KM0279:UTM  12      -  TOWER                                    026 23 07.8
 KM0279
 KM0279|---------------------------------------------------------------------|
 KM0279| PID    Reference Object                     Distance      Geod. Az  |
 KM0279|                                                           dddmmss.s |
 KM0279| KM0269 TOWER                               APPROX. 4.9 KM 0280329.3 |
 KM0279|---------------------------------------------------------------------|
 KM0279
 KM0279                          SUPERSEDED SURVEY CONTROL
 KM0279
 KM0279  NAD 83(1986)-  39 52 43.96154(N)    108 23 32.31342(W) AD(       ) 3
 KM0279  NAD 27      -  39 52 44.05741(N)    108 23 29.98987(W) AD(       ) 3
 KM0279  NGVD 29 (07/19/86) 2065.1    (m)         6775.     (f) VERT ANG       
 KM0279
 KM0279.Superseded values are not recommended for survey control.
 KM0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0279.See file dsdata.txt to determine how the superseded data were derived.
 KM0279
 KM0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYK2299817569(NAD 83)
 KM0279_MARKER: DD = SURVEY DISK
 KM0279_SETTING: 0 = UNSPECIFIED SETTING
 KM0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0279
 KM0279  HISTORY     - Date     Condition        Report By
 KM0279  HISTORY     - 1950     MONUMENTED       USGS
 KM0279
 KM0279                          STATION DESCRIPTION
 KM0279
 KM0279'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KM0279'STATION IS LOCATED ABOUT 25 MI. W. AND 8 MI. S. OF TOWN OF MEEKER,
 KM0279'COLORADO, ON A HIGH BARE KNOLL ABOUT 350 FT. W. OF A WOOD FENCE MADE
 KM0279'OF DEAD TREES, IN SECTION 16, T 2 S, R 98 W.
 KM0279'
 KM0279'TO REACH STATION FROM RIO BLANCO POST OFFICE, FOLLOW COLORADO STATE
 KM0279'ROAD 326 W. 23.4 MI.  TAKE RIGHT FORK AND FOLLOW THIS RD. PAST ROCK
 KM0279'SCHOOLHOUSE 3.7 MI.  TURN LEFT AND CONTINUE ON THIS RD. 5.15 MI. TO
 KM0279'A GATE IN FENCE AT LEFT OF RD., TURN LEFT OFF RD. AND DRIVE THROUGH
 KM0279'GATE AND ACROSS FIELD (0.1 MI.) TO ANOTHER GATE.  DRIVE THROUGH THIS
 KM0279'GATE AND THEN UP THE RIDGE 0.3 MI. TO THE HIGH POINT OF THE RIDGE AND
 KM0279'THE BEGINNING OF A FENCE MADE OF DEAD TREES.  CONTINUE UP THE RIDGE
 KM0279'FOLLOWING A LINE PARALLEL TO THE FENCE 1.0 MI. TO STATION.
 KM0279'
 KM0279'STATION MARK--STANDARD TABLET, WELDED IN IRON PIPE, PROTRUDING ABOUT
 KM0279'6 IN. ABOVE THE GROUND AND STAMPED ---R-BUNNY VABM 6775 1950---.
 KM0279'
 KM0279'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0922 ***********************************************************************
 JJ0922  DESIGNATION -  BUREAU OF STANDARDS RADIO MAST
 JJ0922  PID         -  JJ0922
 JJ0922  STATE/COUNTY-  CO/KIOWA
 JJ0922  USGS QUAD   -  HASWELL (1974)
 JJ0922
 JJ0922                         *CURRENT SURVEY CONTROL
 JJ0922  ___________________________________________________________________
 JJ0922* NAD 83(1992)-  38 22 54.46271(N)    103 09 18.81298(W)     ADJUSTED  
 JJ0922* NAVD 88     -                                                        
 JJ0922  ___________________________________________________________________
 JJ0922  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 JJ0922  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 JJ0922
 JJ0922  HORZ ORDER  -  THIRD
 JJ0922
 JJ0922.The horizontal coordinates were established by classical geodetic methods
 JJ0922.and adjusted by the National Geodetic Survey in January 1993..
 JJ0922
 JJ0922
 JJ0922.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0922
 JJ0922.The geoid height was determined by GEOID03.
 JJ0922
 JJ0922;                    North         East     Units Scale Factor Converg.
 JJ0922;SPC CO S     -   497,729.104 1,119,253.450   MT  0.99999100   +1 26 17.6
 JJ0922;SPC CO S     - 1,632,966.24  3,672,084.03   sFT  0.99999100   +1 26 17.6
 JJ0922;UTM  13      - 4,249,788.277   661,129.374   MT  0.99991974   +1 08 44.4
 JJ0922
 JJ0922                          SUPERSEDED SURVEY CONTROL
 JJ0922
 JJ0922  NAD 83(1986)-  38 22 54.45579(N)    103 09 18.80914(W) AD(       ) 4
 JJ0922  NAD 27      -  38 22 54.44274(N)    103 09 17.07452(W) AD(       ) 3
 JJ0922
 JJ0922.Superseded values are not recommended for survey control.
 JJ0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0922.See file dsdata.txt to determine how the superseded data were derived.
 JJ0922
 JJ0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC6112949788(NAD 83)
 JJ0922_MARKER: 42 = RADIO/TV MAST
 JJ0922
 JJ0922  HISTORY     - Date     Condition        Report By
 JJ0922  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0922
 JJ0922                          STATION DESCRIPTION
 JJ0922
 JJ0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0922'THE STATION IS LOCATED ABOUT 5 MILES AIRLINE SOUTH OF THE
 JJ0922'VILLAGE OF HASWELL, IN A CULTIVATED FIELD.
 JJ0922'
 JJ0922'THE MAST IS A TALL STEEL STRUCTURE ABOUT 600 FEET HIGH, AND
 JJ0922'IS ALTERNATELY PAINTED RED AND WHITE.  THE CENTER OF THE
 JJ0922'MAST WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0604 ***********************************************************************
 HL0604  DESIGNATION -  BUREZ
 HL0604  PID         -  HL0604
 HL0604  STATE/COUNTY-  CO/ARCHULETA
 HL0604  USGS QUAD   -  PAGOSA JUNCTION (1984)
 HL0604
 HL0604                         *CURRENT SURVEY CONTROL
 HL0604  ___________________________________________________________________
 HL0604* NAD 83(1992)-  37 06 05.18838(N)    107 07 41.08217(W)     ADJUSTED  
 HL0604* NAVD 88     -      2437.2    (meters)    7996.     (feet)  VERTCON   
 HL0604  ___________________________________________________________________
 HL0604  LAPLACE CORR-           6.80  (seconds)                    DEFLEC99
 HL0604  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 HL0604
 HL0604  HORZ ORDER  -  THIRD
 HL0604
 HL0604.The horizontal coordinates were established by classical geodetic methods
 HL0604.and adjusted by the National Geodetic Survey in December 1993..
 HL0604
 HL0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0604
 HL0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0604
 HL0604.The geoid height was determined by GEOID03.
 HL0604
 HL0604;                    North         East     Units Scale Factor Converg.
 HL0604;SPC CO S     -   354,315.212   769,680.078   MT  1.00002656   -0 59 55.1
 HL0604;SPC CO S     - 1,162,449.16  2,525,192.06   sFT  1.00002656   -0 59 55.1
 HL0604;UTM  13      - 4,108,244.721   310,891.843   MT  1.00004056   -1 17 02.7
 HL0604
 HL0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0604!SPC CO S     -   0.99962057  x   1.00002656  =   0.99964712
 HL0604!UTM  13      -   0.99962057  x   1.00004056  =   0.99966111
 HL0604
 HL0604:                Primary Azimuth Mark                     Grid Az
 HL0604:SPC CO S     -  N 167                                    320 15 27.1
 HL0604:UTM  13      -  N 167                                    320 32 34.7
 HL0604
 HL0604|---------------------------------------------------------------------|
 HL0604| PID    Reference Object                     Distance      Geod. Az  |
 HL0604|                                                           dddmmss.s |
 HL0604| HL0198 N 167                               APPROX. 4.4 KM 3191532.0 |
 HL0604|---------------------------------------------------------------------|
 HL0604
 HL0604                          SUPERSEDED SURVEY CONTROL
 HL0604
 HL0604  NAD 83(1992)-  37 06 05.18832(N)    107 07 41.08248(W) AD(       ) 3
 HL0604  NAD 83(1986)-  37 06 05.18670(N)    107 07 41.08528(W) AD(       ) 3
 HL0604  NAD 27      -  37 06 05.16911(N)    107 07 38.94085(W) AD(       ) 3
 HL0604  NGVD 29 (07/19/86) 2435.9    (m)         7992.     (f) VERT ANG       
 HL0604
 HL0604.Superseded values are not recommended for survey control.
 HL0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0604.See file dsdata.txt to determine how the superseded data were derived.
 HL0604
 HL0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB1089208245(NAD 83)
 HL0604_MARKER: DD = SURVEY DISK
 HL0604_SETTING: 66 = SET IN ROCK OUTCROP
 HL0604_SP_SET: SET IN ROCK OUTCROP
 HL0604_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0604+STABILITY: POSITION/ELEVATION WELL
 HL0604
 HL0604  HISTORY     - Date     Condition        Report By
 HL0604  HISTORY     - 1952     MONUMENTED       USGS
 HL0604
 HL0604                          STATION DESCRIPTION
 HL0604
 HL0604'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 HL0604'STATION IS APPROXIMATELY 6.2 MI. NE. OF PAGOSA JUNCTION, STATION
 HL0604'IS ON A PROMINENT CRAG ON CONE-SHAPED TOP.  TOP IS SECOND HIGH TOP
 HL0604'FROM E. IN PROMINENT RANGE OF HILLS BETWEEN THE SAN JUAN RIVER AND
 HL0604'CAT CREEK.
 HL0604'
 HL0604'TO REACH STATION FROM RAILROAD STATION AT PAGOSA JUNCTION, PROCEED
 HL0604'N. ON RD. UP CAT CREEK CANYON 7.6 MI. TO RD. TURNING OFF TO RIGHT.
 HL0604'TURN RIGHT AND GO 0.15 MI. TO Y-RDS.  TAKE RIGHT FORK AND PROCEED
 HL0604'GENERALLY S. 1.5 MI. TO Y-RDS. AT FENCE GATE.  TAKE RIGHT FORK
 HL0604'AND CONTINUE 2.0 MI. S. AND W. AROUND TO THE S. SIDE OF POINTED
 HL0604'TOP AND ABOUT HALF-WAY UP SLOPE TO OLD COAL MINE SHAFT.  END OF
 HL0604'TRUCK TRAVEL.  STATION IS ON THE HIGHEST PART OF TOP NW. OF MINE
 HL0604'SHAFT, ABOUT A 30 MINUTE HIKE.
 HL0604'
 HL0604'STATION MARK--STANDARD BRONZE TABLET, CEMENTED IN FLAT TOP OF
 HL0604'ROCK CRAG, STAMPED ---BUREZ 1952---.
 HL0604'
 HL0604'REFERENCE MARK NO. 1--STANDARD USGS BRONZE BM TABLET, CEMENTED IN
 HL0604'FLAT TOP OF CRAG, STAMPED ---V.A. BM ELEV. 7985 1924---, 4.21 FT.
 HL0604'FROM STATION MARK, S 37 DEG 56 MIN E, 1.0 FT.
 HL0604'HIGHER THAN STATION MARK.
 HL0604'
 HL0604'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, CEMENTED IN FLAT TOP
 HL0604'OF CRAG, 6.55 FT. FROM THE STATION MARK, S 83 DEG 20 MIN W, 0.4 FT.
 HL0604'LOWER THAN STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0081 ***********************************************************************
 KJ0081  DESIGNATION -  BURLINGTON
 KJ0081  PID         -  KJ0081
 KJ0081  STATE/COUNTY-  CO/KIT CARSON
 KJ0081  USGS QUAD   -  BURLINGTON (1984)
 KJ0081
 KJ0081                         *CURRENT SURVEY CONTROL
 KJ0081  ___________________________________________________________________
 KJ0081* NAD 83(1992)-  39 18 42.18166(N)    102 16 26.01760(W)     ADJUSTED  
 KJ0081* NAVD 88     -      1271.88   (+/-2cm)    4172.8    (feet)  VERTCON   
 KJ0081  ___________________________________________________________________
 KJ0081  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 KJ0081  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 KJ0081
 KJ0081  HORZ ORDER  -  SECOND
 KJ0081  VERT ORDER  -  THIRD ? (See Below)
 KJ0081
 KJ0081.The horizontal coordinates were established by classical geodetic methods
 KJ0081.and adjusted by the National Geodetic Survey in January 1993..
 KJ0081
 KJ0081.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0081.The vertical order pertains to the NGVD 29 superseded value.
 KJ0081
 KJ0081.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0081
 KJ0081.The geoid height was determined by GEOID03.
 KJ0081
 KJ0081;                    North         East     Units Scale Factor Converg.
 KJ0081;SPC CO C     -   473,852.507 1,192,563.004   MT  0.99994265   +2 02 04.8
 KJ0081;SPC CO C     - 1,554,631.10  3,912,600.46   sFT  0.99994265   +2 02 04.8
 KJ0081;UTM  13      - 4,354,912.990   735,036.729   MT  1.00028023   +1 43 40.4
 KJ0081
 KJ0081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0081!SPC CO C     -   0.99980410  x   0.99994265  =   0.99974676
 KJ0081!UTM  13      -   0.99980410  x   1.00028023  =   1.00008428
 KJ0081
 KJ0081:                Primary Azimuth Mark                     Grid Az
 KJ0081:SPC CO C     -  BURLINGTON AZ MK                         100 46 53.2
 KJ0081:UTM  13      -  BURLINGTON AZ MK                         101 05 17.6
 KJ0081
 KJ0081|---------------------------------------------------------------------|
 KJ0081| PID    Reference Object                     Distance      Geod. Az  |
 KJ0081|                                                           dddmmss.s |
 KJ0081| KJ0084 BURLINGTON AZ MK                                   1024858.0 |
 KJ0081| KJ0082 BURLINGTON RM 1                      16.974 METERS 16523     |
 KJ0081| KJ0083 BURLINGTON RM 2                      17.583 METERS 28405     |
 KJ0081|---------------------------------------------------------------------|
 KJ0081
 KJ0081                          SUPERSEDED SURVEY CONTROL
 KJ0081
 KJ0081  NAD 83(1986)-  39 18 42.17963(N)    102 16 26.01604(W) AD(       ) 2
 KJ0081  NAD 27      -  39 18 42.19713(N)    102 16 24.33014(W) AD(       ) 2
 KJ0081  NGVD 29 (07/19/86) 1271.35   (m)         4171.1    (f) LEVELING    3  
 KJ0081
 KJ0081.Superseded values are not recommended for survey control.
 KJ0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0081.See file dsdata.txt to determine how the superseded data were derived.
 KJ0081
 KJ0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD3503754913(NAD 83)
 KJ0081_MARKER: DS = TRIANGULATION STATION DISK
 KJ0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0081_STAMPING: BURLINGTON 1968
 KJ0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0081+STABILITY: SURFACE MOTION
 KJ0081
 KJ0081  HISTORY     - Date     Condition        Report By
 KJ0081  HISTORY     - 1968     MONUMENTED       CGS
 KJ0081  HISTORY     - 1969     GOOD             CGS
 KJ0081  HISTORY     - 1969     GOOD             NGS
 KJ0081
 KJ0081                          STATION DESCRIPTION
 KJ0081
 KJ0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KJ0081'THE STATION IS LOCATED ON THE NORTH SIDE OF BURLINGTON JUST
 KJ0081'NORTH OF A RODEO ARENA AND ABOUT 1/4 MILE WEST OF 15TH STREET.
 KJ0081'
 KJ0081'TO REACH THE STATION FROM THE POST OFFICE IN BURLINGTON, GO
 KJ0081'NORTH ON 15TH STREET FOR 0.35 MILE TO A SIDE ROAD LEFT AND
 KJ0081'THE AZIMUTH MARK IN THE NORTHWEST ANGLE.  TURN LEFT AND GO WEST
 KJ0081'ON A GRAVELED ROAD FOR ABOUT 200 FEET TO A RACE TRACK.  CONTINUE
 KJ0081'WEST ALONG THE NORTH SIDE OF THE RACE TRACK AND THE SOUTH SIDE
 KJ0081'OF A FENCE FOR 0.2 MILE TO A FENCE CORNER.  TURN RIGHT AND GO
 KJ0081'NORTH ALONG THE WEST SIDE OF A FENCE FOR 0.05 MILE TO THE
 KJ0081'STATION.
 KJ0081'
 KJ0081'THE STATION MARK IS A STANDARD DISK STAMPED BURLINGTON 1968,
 KJ0081'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KJ0081'IS FLUSH.  IT IS 57.5 FEET NORTH-NORTHWEST OF A METAL WITNESS
 KJ0081'POST, 16 FEET SOUTHWEST OF A FENCE CORNER POST, 12 FEET WEST OF
 KJ0081'A WIRE FENCE AND 11 FEET SOUTH OF A WIRE FENCE.
 KJ0081'
 KJ0081'REFERENCE MARK 1 IS A STANDARD DISK STAMPED BURLINGTON NO 1
 KJ0081'1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KJ0081'THAT IS FLUSH.  IT IS 65 FEET SOUTH OF THE FENCE CORNER POST,
 KJ0081'1.9 FEET NORTH OF THE METAL WITNESS POST AND 0.7 FOOT WEST OF
 KJ0081'THE WIRE FENCE.
 KJ0081'
 KJ0081'REFERENCE MARK 2 IS A STANDARD DISK STAMPED BURLINGTON NO 2
 KJ0081'1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KJ0081'THAT IS FLUSH.  IT IS 98.7 FEET NORTHWEST OF THE METAL WITNESS
 KJ0081'POST, 68 FEET WEST OF THE FENCE CORNER POST AND 26 FEET SOUTH
 KJ0081'OF A FENCE CORNER POST.
 KJ0081'
 KJ0081'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BURLINGTON 1968,
 KJ0081'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KJ0081'PROJECTS 1 INCH.  IT IS 36 FEET WEST OF THE CENTER OF 15TH
 KJ0081'STREET, 20 FEET NORTH OF THE CENTER OF A GRAVELED ROAD, 2.9
 KJ0081'FEET NORTH OF A POWER LINE POLE AND 2 FEET NORTHWEST OF A METAL
 KJ0081'WITNESS POST.
 KJ0081'
 KJ0081'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METER.
 KJ0081
 KJ0081                          STATION RECOVERY (1969)
 KJ0081
 KJ0081'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RVS)
 KJ0081'THIS STATION WAS NOT OCCUPIED THUS REFERENCE MARK DIRECTIONS AND
 KJ0081'DISTANCES WERE NOT RECOVERED.
 KJ0081'
 KJ0081'THE DESCRIPTION GIVEN WAS VERIFIED AND REQUIRES NO ADDITIONS OR
 KJ0081'CORRECTIONS.
 KJ0081'
 KJ0081'STATION MARK IS A STANDARD DISK STAMPED BURLINGTON 1968.
 KJ0081'
 KJ0081'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED
 KJ0081'BURLINGTON NO. 1 1968.
 KJ0081'
 KJ0081'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED
 KJ0081'BURLINGTON NO. 2 1968.
 KJ0081
 KJ0081                          STATION RECOVERY (1969)
 KJ0081
 KJ0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KJ0081'AT BURLINGTON.
 KJ0081'TO REACH THE STATION FROM THE POST OFFICE IN BURLINGTON, GO
 KJ0081'NORTH ON 15TH STREET FOR 0.35 MILE TO A SIDE ROAD LEFT AND THE
 KJ0081'AZIMUTH MARK IN THE NORTHWEST ANGLE.  TURN LEFT AND GO WEST ON A
 KJ0081'GRAVELED ROAD FOR ABOUT 200 FEET TO A RACE TRACK.  CONTINUE WEST
 KJ0081'ALONG THE NORTH SIDE OF THE RACE TRACK AND THE SOUTH SIDE OF A
 KJ0081'FENCE FOR 0.2 MILE TO A FENCE CORNER.  TURN RIGHT AND GO NORTH
 KJ0081'ALONG THE WEST SIDE OF A FENCE FOR 0.05 MILE TO THE STATION.
 KJ0081'THE STATION MARK IS A STANDARD DISK STAMPED BURLINGTON 1968, SET
 KJ0081'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 KJ0081'FLUSH WITH THE GROUND.  IT IS 57.5 FEET NORTH-NORTHWEST OF A METAL
 KJ0081'WITNESS POST, 16 FEET SOUTHWEST OF A FENCE CORNER POST, 12 FEET
 KJ0081'WEST OF A WIRE FENCE AND 11 FEET SOUTH OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0430 ***********************************************************************
 KJ0430  DESIGNATION -  BURLINGTON EQUITY EXCH N LIGHT
 KJ0430  PID         -  KJ0430
 KJ0430  STATE/COUNTY-  CO/KIT CARSON
 KJ0430  USGS QUAD   -  BURLINGTON (1984)
 KJ0430
 KJ0430                         *CURRENT SURVEY CONTROL
 KJ0430  ___________________________________________________________________
 KJ0430* NAD 83(1992)-  39 18 23.54790(N)    102 16 38.98522(W)     ADJUSTED  
 KJ0430* NAVD 88     -                                                        
 KJ0430  ___________________________________________________________________
 KJ0430  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 KJ0430  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 KJ0430
 KJ0430  HORZ ORDER  -  THIRD
 KJ0430
 KJ0430.The horizontal coordinates were established by classical geodetic methods
 KJ0430.and adjusted by the National Geodetic Survey in January 1993..
 KJ0430.No horizontal observational check was made to the station.
 KJ0430
 KJ0430
 KJ0430.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0430
 KJ0430.The geoid height was determined by GEOID03.
 KJ0430
 KJ0430;                    North         East     Units Scale Factor Converg.
 KJ0430;SPC CO C     -   473,267.227 1,192,272.931   MT  0.99994232   +2 01 56.6
 KJ0430;SPC CO C     - 1,552,710.89  3,911,648.77   sFT  0.99994232   +2 01 56.6
 KJ0430;UTM  13      - 4,354,329.075   734,743.427   MT  1.00027853   +1 43 31.5
 KJ0430
 KJ0430                          SUPERSEDED SURVEY CONTROL
 KJ0430
 KJ0430  NAD 83(1986)-  39 18 23.55109(N)    102 16 38.97863(W) AD(       ) 4
 KJ0430  NAD 27      -  39 18 23.61571(N)    102 16 37.25965(W) AD(       ) 3
 KJ0430
 KJ0430.Superseded values are not recommended for survey control.
 KJ0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0430.See file dsdata.txt to determine how the superseded data were derived.
 KJ0430
 KJ0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD3474354329(NAD 83)
 KJ0430_MARKER: 65 = GRAIN ELEVATOR
 KJ0430
 KJ0430  HISTORY     - Date     Condition        Report By
 KJ0430  HISTORY     - 1968     FIRST OBSERVED   CGS
 KJ0430
 KJ0430                          STATION DESCRIPTION
 KJ0430
 KJ0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KJ0430'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF BURLINGTON IN
 KJ0430'THE NORTHEAST ANGLE OF THE INTERSECTION OF RAILROAD AVENUE AND
 KJ0430'LINCOLN STREET.  IT IS OWNED BY THE FARMERS IN THE AREA.
 KJ0430'
 KJ0430'IT IS A GRAIN ELEVATOR CONSTRUCTED OF CONCRETE WITH A HEAD
 KJ0430'HOUSE LOCATED ON THE WEST END AND IT IS THE HIGHEST PART OF THE
 KJ0430'ELEVATOR.  THE ELEVATOR IS GREY IN COLOR AND HAS AN OVER-ALL
 KJ0430'APPROXIMATE HEIGHT OF 130 FEET.
 KJ0430'
 KJ0430'THE POINT INTERSECTED WAS THE NORTH ONE OF TWO RED LIGHTS ATOP
 KJ0430'THE HEAD HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0428 ***********************************************************************
 KJ0428  DESIGNATION -  BURLINGTON MUN W WATER TANK
 KJ0428  PID         -  KJ0428
 KJ0428  STATE/COUNTY-  CO/KIT CARSON
 KJ0428  USGS QUAD   -  BURLINGTON (1984)
 KJ0428
 KJ0428                         *CURRENT SURVEY CONTROL
 KJ0428  ___________________________________________________________________
 KJ0428* NAD 83(1992)-  39 18 13.30485(N)    102 16 48.45735(W)     ADJUSTED  
 KJ0428* NAVD 88     -                                                        
 KJ0428  ___________________________________________________________________
 KJ0428  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 KJ0428  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 KJ0428
 KJ0428  HORZ ORDER  -  THIRD
 KJ0428
 KJ0428.The horizontal coordinates were established by classical geodetic methods
 KJ0428.and adjusted by the National Geodetic Survey in January 1993..
 KJ0428.No horizontal observational check was made to the station.
 KJ0428
 KJ0428
 KJ0428.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0428
 KJ0428.The geoid height was determined by GEOID03.
 KJ0428
 KJ0428;                    North         East     Units Scale Factor Converg.
 KJ0428;SPC CO C     -   472,943.511 1,192,057.340   MT  0.99994215   +2 01 50.7
 KJ0428;SPC CO C     - 1,551,648.84  3,910,941.46   sFT  0.99994215   +2 01 50.7
 KJ0428;UTM  13      - 4,354,006.411   734,526.031   MT  1.00027728   +1 43 25.1
 KJ0428
 KJ0428                          SUPERSEDED SURVEY CONTROL
 KJ0428
 KJ0428  NAD 83(1986)-  39 18 13.30658(N)    102 16 48.45141(W) AD(       ) 4
 KJ0428  NAD 27      -  39 18 13.35948(N)    102 16 46.73749(W) AD(       ) 3
 KJ0428
 KJ0428.Superseded values are not recommended for survey control.
 KJ0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0428.See file dsdata.txt to determine how the superseded data were derived.
 KJ0428
 KJ0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD3452654006(NAD 83)
 KJ0428_MARKER: 53 = ELEVATED TANK
 KJ0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KJ0428+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2003
 KJ0428
 KJ0428  HISTORY     - Date     Condition        Report By
 KJ0428  HISTORY     - 1968     FIRST OBSERVED   CGS
 KJ0428  HISTORY     - 20030712 GOOD             USPSQD
 KJ0428
 KJ0428                          STATION DESCRIPTION
 KJ0428
 KJ0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KJ0428'THE STATION IS LOCATED ON THE WEST SIDE OF BURLINGTON, ABOUT
 KJ0428'0.05 MILE WEST OF THE INTERSECTION OF LINCOLN STREET AND
 KJ0428'LOWELL AVENUE.  IT IS OWNED AND ON THE PROPERTY OF THE CITY OF
 KJ0428'BURLINGTON.
 KJ0428'
 KJ0428'IT IS A WATER TANK, SILVER IN COLOR, ELLIPSOIDAL TOP AND BOTTOM
 KJ0428'AND IS SUPPORTED BY SIX TUBULAR STEEL LEGS.  ON THE SOUTH FACE
 KJ0428'OF THE TANK ARE THE LETTERS BURLINGTON IN BLACK.  IT IS
 KJ0428'APPROXIMATELY 100 FEET IN HEIGHT.
 KJ0428'
 KJ0428'THE POINT INTERSECTED WAS THE CAP JUST BELOW TWIN RED LIGHTS.
 KJ0428
 KJ0428                          STATION RECOVERY (2003)
 KJ0428
 KJ0428'RECOVERY NOTE BY US POWER SQUADRON 2003 (KFJ)
 KJ0428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0424 ***********************************************************************
 KJ0424  DESIGNATION -  BURLINGTON MUNICIPAL TANK
 KJ0424  PID         -  KJ0424
 KJ0424  STATE/COUNTY-  CO/KIT CARSON
 KJ0424  USGS QUAD   -  BURLINGTON (1984)
 KJ0424
 KJ0424                         *CURRENT SURVEY CONTROL
 KJ0424  ___________________________________________________________________
 KJ0424* NAD 83(1992)-  39 18 25.60940(N)    102 16 06.16755(W)     ADJUSTED  
 KJ0424* NAVD 88     -                                                        
 KJ0424  ___________________________________________________________________
 KJ0424  LAPLACE CORR-          -3.28  (seconds)                    DEFLEC99
 KJ0424  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 KJ0424
 KJ0424  HORZ ORDER  -  THIRD
 KJ0424
 KJ0424.The horizontal coordinates were established by classical geodetic methods
 KJ0424.and adjusted by the National Geodetic Survey in January 1993..
 KJ0424
 KJ0424
 KJ0424.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0424
 KJ0424.The geoid height was determined by GEOID03.
 KJ0424
 KJ0424;                    North         East     Units Scale Factor Converg.
 KJ0424;SPC CO C     -   473,358.681 1,193,056.398   MT  0.99994236   +2 02 17.3
 KJ0424;SPC CO C     - 1,553,010.94  3,914,219.20   sFT  0.99994236   +2 02 17.3
 KJ0424;UTM  13      - 4,354,416.359   735,527.638   MT  1.00028307   +1 43 52.4
 KJ0424
 KJ0424                          SUPERSEDED SURVEY CONTROL
 KJ0424
 KJ0424  NAD 83(1986)-  39 18 25.60821(N)    102 16 06.16604(W) AD(       ) 4
 KJ0424  NAD 27      -  39 18 25.60800(N)    102 16 04.51900(W) AD(       ) 3
 KJ0424
 KJ0424.Superseded values are not recommended for survey control.
 KJ0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0424.See file dsdata.txt to determine how the superseded data were derived.
 KJ0424
 KJ0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD3552854416(NAD 83)
 KJ0424_MARKER: 53 = ELEVATED TANK
 KJ0424_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KJ0424+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2003
 KJ0424
 KJ0424  HISTORY     - Date     Condition        Report By
 KJ0424  HISTORY     - 1933     FIRST OBSERVED   CGS
 KJ0424  HISTORY     - 1957     GOOD             CGS
 KJ0424  HISTORY     - 20030712 GOOD             USPSQD
 KJ0424
 KJ0424                          STATION DESCRIPTION
 KJ0424
 KJ0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WWH)
 KJ0424'NOT PREVIOUSLY DESCRIBED.  INTERSECTED WATER TANK WAS
 KJ0424'MISS-IDENTIFIED DURING 1931 SURVEYS AS PECONIC MUNICIPAL WATER
 KJ0424'TANK.
 KJ0424'
 KJ0424'BURLINGTON, MUNICIPAL WATER TANK - AN ELEVATED CYLINDRICAL
 KJ0424'TANK ON A STEEL STRUCTURE, ABOUT 120 FEET HIGH, LOCATED AT
 KJ0424'THE SOUTHWEST CORNER OF THE INTERSECTION OF 14TH STREET AND
 KJ0424'S. RAILROAD AVENUE IN THE TOWN OF BURLINGTON A STEEL BALL ON
 KJ0424'A CONICAL ROOF FORMS THE APEX OF THE TANK.
 KJ0424
 KJ0424                          STATION RECOVERY (2003)
 KJ0424
 KJ0424'RECOVERY NOTE BY US POWER SQUADRON 2003 (KFJ)
 KJ0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0425 ***********************************************************************
 KJ0425  DESIGNATION -  BURLINGTON PLAINS ELEV N LIGHT
 KJ0425  PID         -  KJ0425
 KJ0425  STATE/COUNTY-  CO/KIT CARSON
 KJ0425  USGS QUAD   -  BURLINGTON (1984)
 KJ0425
 KJ0425                         *CURRENT SURVEY CONTROL
 KJ0425  ___________________________________________________________________
 KJ0425* NAD 83(1992)-  39 18 31.03301(N)    102 15 31.83564(W)     ADJUSTED  
 KJ0425* NAVD 88     -                                                        
 KJ0425  ___________________________________________________________________
 KJ0425  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 KJ0425  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 KJ0425
 KJ0425  HORZ ORDER  -  THIRD
 KJ0425
 KJ0425.The horizontal coordinates were established by classical geodetic methods
 KJ0425.and adjusted by the National Geodetic Survey in January 1993..
 KJ0425.No horizontal observational check was made to the station.
 KJ0425
 KJ0425
 KJ0425.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0425
 KJ0425.The geoid height was determined by GEOID03.
 KJ0425
 KJ0425;                    North         East     Units Scale Factor Converg.
 KJ0425;SPC CO C     -   473,555.120 1,193,872.405   MT  0.99994245   +2 02 39.0
 KJ0425;SPC CO C     - 1,553,655.42  3,916,896.38   sFT  0.99994245   +2 02 39.0
 KJ0425;UTM  13      - 4,354,608.491   736,344.965   MT  1.00028782   +1 44 14.3
 KJ0425
 KJ0425                          SUPERSEDED SURVEY CONTROL
 KJ0425
 KJ0425  NAD 83(1986)-  39 18 31.03025(N)    102 15 31.83197(W) AD(       ) 4
 KJ0425  NAD 27      -  39 18 31.04547(N)    102 15 30.13955(W) AD(       ) 3
 KJ0425
 KJ0425.Superseded values are not recommended for survey control.
 KJ0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0425.See file dsdata.txt to determine how the superseded data were derived.
 KJ0425
 KJ0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD3634554608(NAD 83)
 KJ0425_MARKER: 65 = GRAIN ELEVATOR
 KJ0425
 KJ0425  HISTORY     - Date     Condition        Report By
 KJ0425  HISTORY     - 1968     FIRST OBSERVED   CGS
 KJ0425
 KJ0425                          STATION DESCRIPTION
 KJ0425
 KJ0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KJ0425'THE STATION IS OWNED BY THE PLAINS GRAIN COMPANY, LOCATED IN
 KJ0425'THE NORTHEAST SECTION OF BURLINGTON, 0.05 MILE EAST-NORTHEAST
 KJ0425'OF THE INTERSECTION OF RAILROAD AVENUE AND 8TH STREET.
 KJ0425'
 KJ0425'THE STATION IS AN ELEVATOR WITH AN OVER-ALL HEIGHT OF 100
 KJ0425'FEET, PAINTED WHITE IN COLOR WITH BLACK LETTERING PLAINS GRAIN
 KJ0425'CO ON THE FOUR SIDES.  THERE ARE TWO RED LIGHTS ON THE TOP OF
 KJ0425'THE ELEVATOR ON THE SOUTH AND NORTH ENDS.
 KJ0425'
 KJ0425'THE POINT INTERSECTED WAS THE NORTH RED LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0427 ***********************************************************************
 KJ0427  DESIGNATION -  BURLINGTON RAD STA KCK 487 MST
 KJ0427  PID         -  KJ0427
 KJ0427  STATE/COUNTY-  CO/KIT CARSON
 KJ0427  USGS QUAD   -  BURLINGTON (1984)
 KJ0427
 KJ0427                         *CURRENT SURVEY CONTROL
 KJ0427  ___________________________________________________________________
 KJ0427* NAD 83(1992)-  39 17 46.50575(N)    102 15 38.75150(W)     ADJUSTED  
 KJ0427* NAVD 88     -                                                        
 KJ0427  ___________________________________________________________________
 KJ0427  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 KJ0427  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 KJ0427
 KJ0427  HORZ ORDER  -  THIRD
 KJ0427
 KJ0427.The horizontal coordinates were established by classical geodetic methods
 KJ0427.and adjusted by the National Geodetic Survey in January 1993..
 KJ0427
 KJ0427
 KJ0427.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0427
 KJ0427.The geoid height was determined by GEOID03.
 KJ0427
 KJ0427;                    North         East     Units Scale Factor Converg.
 KJ0427;SPC CO C     -   472,176.977 1,193,755.779   MT  0.99994170   +2 02 34.6
 KJ0427;SPC CO C     - 1,549,133.97  3,916,513.75   sFT  0.99994170   +2 02 34.6
 KJ0427;UTM  13      - 4,353,230.517   736,220.912   MT  1.00028710   +1 44 08.3
 KJ0427
 KJ0427                          SUPERSEDED SURVEY CONTROL
 KJ0427
 KJ0427  NAD 83(1986)-  39 17 46.50192(N)    102 15 38.74772(W) AD(       ) 4
 KJ0427  NAD 27      -  39 17 46.49139(N)    102 15 37.04052(W) AD(       ) 3
 KJ0427
 KJ0427.Superseded values are not recommended for survey control.
 KJ0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0427.See file dsdata.txt to determine how the superseded data were derived.
 KJ0427
 KJ0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD3622153231(NAD 83)
 KJ0427_MARKER: 42 = RADIO/TV MAST
 KJ0427
 KJ0427  HISTORY     - Date     Condition        Report By
 KJ0427  HISTORY     - 1969     FIRST OBSERVED   CGS
 KJ0427
 KJ0427                          STATION DESCRIPTION
 KJ0427
 KJ0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 KJ0427'THE STATION IS LOCATED ABOUT 1/2 MILE SOUTHEAST OF THE CENTER
 KJ0427'OF BURLINGTON AND ABOUT 150 FEET SOUTH OF INTERSTATE HIGHWAY
 KJ0427'70.
 KJ0427'
 KJ0427'THE MAST IS OWNED BY DORATE INCORPORATED COMPANY OF SAYRE,
 KJ0427'OKLAHOMA WHICH USES IT FOR CABLE TELEVISION.  PLATEAU NATURAL
 KJ0427'GAS COMPANY OF BURLINGTON RENTS SPACE ON THE MAST AND THEIR
 KJ0427'CALL LETTERS ARE USED IN THE STATION NAME.
 KJ0427'
 KJ0427'THE MAST IS A SINGLE COLUMN STEEL STRUCTURE PAINTED ALTERNATE
 KJ0427'RED AND WHITE AND HAS SEVERAL ANTENNAE NEAR THE TOP.  IT IS
 KJ0427'SUPPORTED BY GUY CABLES.  THE OVER-ALL HEIGHT IS APPROXIMATELY
 KJ0427'220 FEET.
 KJ0427'
 KJ0427'THE POINT INTERSECTED WAS THE RED LIGHT AT THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0753 ***********************************************************************
 JL0753  DESIGNATION -  BURN
 JL0753  PID         -  JL0753
 JL0753  STATE/COUNTY-  CO/GUNNISON
 JL0753  USGS QUAD   -  WEST ELK PEAK SW (1973)
 JL0753
 JL0753                         *CURRENT SURVEY CONTROL
 JL0753  ___________________________________________________________________
 JL0753* NAD 83(1992)-  38 35 47.28126(N)    107 14 18.50568(W)     ADJUSTED  
 JL0753* NAVD 88     -      3150.6    (meters)   10337.     (feet)  VERTCON   
 JL0753  ___________________________________________________________________
 JL0753  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 JL0753  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 JL0753
 JL0753  HORZ ORDER  -  THIRD
 JL0753
 JL0753.The horizontal coordinates were established by classical geodetic methods
 JL0753.and adjusted by the National Geodetic Survey in January 1993..
 JL0753
 JL0753.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0753
 JL0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0753
 JL0753.The geoid height was determined by GEOID03.
 JL0753
 JL0753;                    North         East     Units Scale Factor Converg.
 JL0753;SPC CO C     -   390,963.123   762,965.546   MT  0.99997443   -1 05 47.2
 JL0753;SPC CO C     - 1,282,684.85  2,503,162.80   sFT  0.99997443   -1 05 47.2
 JL0753;UTM  13      - 4,274,373.899   305,059.349   MT  1.00006800   -1 23 48.7
 JL0753
 JL0753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0753!SPC CO C     -   0.99950815  x   0.99997443  =   0.99948260
 JL0753!UTM  13      -   0.99950815  x   1.00006800  =   0.99957612
 JL0753
 JL0753:                Primary Azimuth Mark                     Grid Az
 JL0753:SPC CO C     -  RED                                      186 35 16.2
 JL0753:UTM  13      -  RED                                      186 53 17.7
 JL0753
 JL0753|---------------------------------------------------------------------|
 JL0753| PID    Reference Object                     Distance      Geod. Az  |
 JL0753|                                                           dddmmss.s |
 JL0753| JL0754 RED                                 APPROX. 8.3 KM 1852929.0 |
 JL0753|---------------------------------------------------------------------|
 JL0753
 JL0753                          SUPERSEDED SURVEY CONTROL
 JL0753
 JL0753  NAD 83(1986)-  38 35 47.27881(N)    107 14 18.51585(W) AD(       ) 3
 JL0753  NAD 27      -  38 35 47.31040(N)    107 14 16.31188(W) AD(       ) 3
 JL0753  NGVD 29 (07/19/86) 3148.8    (m)        10331.     (f) VERT ANG       
 JL0753
 JL0753.Superseded values are not recommended for survey control.
 JL0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0753.See file dsdata.txt to determine how the superseded data were derived.
 JL0753
 JL0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC0505974374(NAD 83)
 JL0753_MARKER: DD = SURVEY DISK
 JL0753_SETTING: 80 = SET IN A BOULDER
 JL0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0753+STABILITY: SURFACE MOTION
 JL0753
 JL0753  HISTORY     - Date     Condition        Report By
 JL0753  HISTORY     - 1950     MONUMENTED       USGS
 JL0753
 JL0753                          STATION DESCRIPTION
 JL0753
 JL0753'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JL0753'STATION LOCATED APPROXIMATELY 7 MI. AIRLINE NE. OF SAPINERO ON THE E.
 JL0753'RIM OF ELK CREEK CANYON.
 JL0753'
 JL0753'TO REACH STATION FROM THE INTERSECTION OF MAIN AND TOMICHI STREETS IN
 JL0753'GUNNISON, COLORADO, DRIVE W. ON U.S. HWY 50 TOWARD MONTROSE 19.7 MI.,
 JL0753'TURN N. -RIGHT- ON RED CREEK RD. 7.0 MI. TO ABANDONED SAWMILL,GO 2 MI.
 JL0753'HERE LEAVE TRUCK.  HIKE UP W. SLOPE OF RED CREEK CANYON, KEEPING ALONG
 JL0753'THE W. RIM OF THE W. FORK OF RED CREEK 2.0 MI., AFTER CROSSING DRIFT
 JL0753'FENCE, KEEP ON THE E. RIM OF W. ELK CREEK 1.5 MI. WORKING TOWARD THE
 JL0753'ASPEN COVERED RIDGE WHICH EXTENDS FURTHEST W. INTO W. ELK CANYON,RIDGE
 JL0753'RUNS N. AND S. STATION IS SITUATED ABOUT MIDWAY 300 FT. ALONG THE
 JL0753'DESCENDING SLOPE OF RIDGE.
 JL0753'
 JL0753'STATION MARK - STANDARD TABLET SET FLUSH IN BOULDER IN PLACE STAMPED
 JL0753'--- C-BURN 1950 ---.
 JL0753'
 JL0753'REFERENCE MARKS-- NONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0566 ***********************************************************************
 HM0566  DESIGNATION -  BURN
 HM0566  PID         -  HM0566
 HM0566  STATE/COUNTY-  CO/MONTEZUMA
 HM0566  USGS QUAD   -  WETHERILL MESA (1975)
 HM0566
 HM0566                         *CURRENT SURVEY CONTROL
 HM0566  ___________________________________________________________________
 HM0566* NAD 83(1992)-  37 13 09.30903(N)    108 33 59.04636(W)     ADJUSTED  
 HM0566* NAVD 88     -      2308.0    (meters)    7572.     (feet)  VERTCON   
 HM0566  ___________________________________________________________________
 HM0566  LAPLACE CORR-           2.67  (seconds)                    DEFLEC99
 HM0566  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 HM0566
 HM0566  HORZ ORDER  -  THIRD
 HM0566
 HM0566.The horizontal coordinates were established by classical geodetic methods
 HM0566.and adjusted by the National Geodetic Survey in January 1993..
 HM0566
 HM0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0566
 HM0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 HM0566
 HM0566.The geoid height was determined by GEOID03.
 HM0566
 HM0566;                    North         East     Units Scale Factor Converg.
 HM0566;SPC CO S     -   370,595.679   642,290.158   MT  1.00000259   -1 52 51.1
 HM0566;SPC CO S     - 1,215,862.66  2,107,246.96   sFT  1.00000259   -1 52 51.1
 HM0566;UTM  12      - 4,121,969.881   715,926.270   MT  1.00017437   +1 28 21.3
 HM0566
 HM0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0566!SPC CO S     -   0.99964103  x   1.00000259  =   0.99964362
 HM0566!UTM  12      -   0.99964103  x   1.00017437  =   0.99981534
 HM0566
 HM0566                          SUPERSEDED SURVEY CONTROL
 HM0566
 HM0566  NAD 83(1986)-  37 13 09.30424(N)    108 33 59.04898(W) AD(       ) 3
 HM0566  NGVD 29 (12/04/91) 2306.8    (m)         7568.     (f) VERT ANG       
 HM0566
 HM0566.Superseded values are not recommended for survey control.
 HM0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0566.See file dsdata.txt to determine how the superseded data were derived.
 HM0566
 HM0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG1592621970(NAD 83)
 HM0566_MARKER: I = METAL ROD
 HM0566_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 HM0566_SP_SET: OBJECT DRIVEN INTO GROUND
 HM0566_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0566
 HM0566  HISTORY     - Date     Condition        Report By
 HM0566  HISTORY     - 1966     MONUMENTED       USGS
 HM0566
 HM0566                          STATION DESCRIPTION
 HM0566
 HM0566'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 HM0566'STATION IS LOCATED 9.0 MI. S. OF CORTEZ, ON N. AND S. RIDGE IN
 HM0566'CLEARING ON E. SIDE OF FLAT AREA.  STATION WAS REACHED BY HELICOPTER.
 HM0566'
 HM0566'STATION MARK--COPPER WELD ROD DRIVEN INTO GROUND STANDING 3 IN.,
 HM0566'STAMPED---BURN-ET 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4306 ***********************************************************************
 AE4306  DESIGNATION -  BURNETT
 AE4306  PID         -  AE4306
 AE4306  STATE/COUNTY-  CO/EL PASO
 AE4306  USGS QUAD   -  HANOVER NE (1973)
 AE4306
 AE4306                         *CURRENT SURVEY CONTROL
 AE4306  ___________________________________________________________________
 AE4306* NAD 83(1992)-  38 39 05.35862(N)    104 20 54.76421(W)     ADJUSTED  
 AE4306* NAVD 88     -      1662.7    (meters)    5455.     (feet)  GPS OBS   
 AE4306  ___________________________________________________________________
 AE4306  X           -  -1,236,340.763 (meters)                     COMP
 AE4306  Y           -  -4,833,244.735 (meters)                     COMP
 AE4306  Z           -   3,963,202.555 (meters)                     COMP
 AE4306  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 AE4306  ELLIP HEIGHT-        1643.35  (meters)          (12/03/02) GPS OBS
 AE4306  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 AE4306
 AE4306  HORZ ORDER  -  FIRST
 AE4306  ELLP ORDER  -  FOURTH    CLASS II
 AE4306
 AE4306.The horizontal coordinates were established by GPS observations
 AE4306.and adjusted by the National Geodetic Survey in October 1997..
 AE4306
 AE4306.The orthometric height was determined by GPS observations and a
 AE4306.high-resolution geoid model.
 AE4306
 AE4306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4306
 AE4306.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4306
 AE4306.The ellipsoidal height was determined by GPS observations
 AE4306.and is referenced to NAD 83.
 AE4306
 AE4306.The geoid height was determined by GEOID03.
 AE4306
 AE4306;                    North         East     Units Scale Factor Converg.
 AE4306;SPC CO C     -   396,256.955 1,014,629.608   MT  0.99996650   +0 43 34.4
 AE4306;SPC CO C     - 1,300,053.03  3,328,830.64   sFT  0.99996650   +0 43 34.4
 AE4306;UTM  13      - 4,278,304.330   556,686.532   MT  0.99963957   +0 24 24.8
 AE4306
 AE4306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4306!SPC CO C     -   0.99974222  x   0.99996650  =   0.99970873
 AE4306!UTM  13      -   0.99974222  x   0.99963957  =   0.99938188
 AE4306
 AE4306                          SUPERSEDED SURVEY CONTROL
 AE4306
 AE4306  ELLIP H (10/31/97) 1643.36   (m)                       GP(       ) 4 1
 AE4306
 AE4306.Superseded values are not recommended for survey control.
 AE4306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4306.See file dsdata.txt to determine how the superseded data were derived.
 AE4306
 AE4306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5668778304(NAD 83)
 AE4306_MARKER: DH = HORIZONTAL CONTROL DISK
 AE4306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4306_STAMPING: BURNETT 1996
 AE4306_MARK LOGO: NGS   
 AE4306_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE4306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4306+STABILITY: SURFACE MOTION
 AE4306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4306+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4306
 AE4306  HISTORY     - Date     Condition        Report By
 AE4306  HISTORY     - 1996     MONUMENTED       NGS
 AE4306
 AE4306                          STATION DESCRIPTION
 AE4306
 AE4306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE4306'THE STATION IS LOCATED ABOUT 19 MI (30.6 KM) EAST OF FOUNTAIN, 13 MI
 AE4306'(20.9 KM) SOUTH OF ELLICOTT AND 9 MI (14.5 KM) NORTH OF THE EL
 AE4306'PASO-PUEBLO COUNTY LINE, IN THE NORTHWEST 1/4 OF SECTION 21, T 16 S, R
 AE4306'62 W.  OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY  TO REACH THE STATION FROM
 AE4306'THE INTERSECTION OF THE ELLICOTT HIGHWAY AND SQUIRREL CREEK ROAD, 10
 AE4306'MI (16.1 KM) SOUTH OF ELLICOTT, GO EAST AND THAN SOUTH ON SQUIRREL
 AE4306'CREEK ROAD FOR 3.7 MI (6.0 KM) TO A TURN TO THE EAST ON SQUIRREL CREEK
 AE4306'ROAD.  CONTINUE AHEAD, EAST, ON SQUIRREL CREEK ROAD FOR 1.0 MI (1.6
 AE4306'KM) TO A TURN TO THE SOUTH AND THE STATION JUST PAST THE TURN ON THE
 AE4306'EAST SIDE OF THE ROAD  THE MARK IS A STANDARD DISK SET IN THE TOP OF A
 AE4306'50 CM ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 30.5 M (100.1
 AE4306'FT) SOUTHEAST FROM A POWER POLE NUMBER 16/62/17/S1, 25.9 M (85.0 FT)
 AE4306'SOUTHEAST FROM THE CENTER OF A GATE TO A PRIVATE DRIVEWAY, 20.0 M
 AE4306'(65.6 FT) EAST-SOUTHEAST FROM THE CENTER OF A CURVE IN THE ROAD, 10.9
 AE4306'M (35.8 FT) SOUTH OF A GATE TO A FIELD, 0.9 M (3.0 FT) NORTH-NORTHEAST
 AE4306'FROM A WITNESS POST, 0.65 M (2.13 FT) WEST FROM A FENCE AND ABOUT 30
 AE4306'CM BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0528 ***********************************************************************
 LK0528  DESIGNATION -  BURNS
 LK0528  PID         -  LK0528
 LK0528  STATE/COUNTY-  CO/YUMA
 LK0528  USGS QUAD   -  WRAY (1984)
 LK0528
 LK0528                         *CURRENT SURVEY CONTROL
 LK0528  ___________________________________________________________________
 LK0528* NAD 83(1992)-  40 03 30.08809(N)    102 11 21.92176(W)     ADJUSTED  
 LK0528* NAVD 88     -      1155.     (meters)    3789.     (feet)  SCALED    
 LK0528  ___________________________________________________________________
 LK0528  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 LK0528  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 LK0528
 LK0528  HORZ ORDER  -  FIRST
 LK0528
 LK0528.The horizontal coordinates were established by classical geodetic methods
 LK0528.and adjusted by the National Geodetic Survey in January 1993..
 LK0528
 LK0528.The orthometric height was scaled from a topographic map.
 LK0528
 LK0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0528
 LK0528.The geoid height was determined by GEOID03.
 LK0528
 LK0528;                    North         East     Units Scale Factor Converg.
 LK0528;SPC CO N     -   390,571.906 1,196,787.769   MT  0.99996245   +2 08 20.7
 LK0528;SPC CO N     - 1,281,401.33  3,926,461.21   sFT  0.99996245   +2 08 20.7
 LK0528;UTM  13      - 4,438,020.009   739,722.369   MT  1.00030750   +1 48 34.8
 LK0528
 LK0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0528!SPC CO N     -   0.99982223  x   0.99996245  =   0.99978469
 LK0528!UTM  13      -   0.99982223  x   1.00030750  =   1.00012968
 LK0528
 LK0528|---------------------------------------------------------------------|
 LK0528| PID    Reference Object                     Distance      Geod. Az  |
 LK0528|                                                           dddmmss.s |
 LK0528| CP6725 BURNS RM 1                           64.538 METERS 15843     |
 LK0528| CP6724 BURNS AZ MK                                        1834901.4 |
 LK0528| CP6726 BURNS RM 2                           80.854 METERS 21841     |
 LK0528|---------------------------------------------------------------------|
 LK0528
 LK0528                          SUPERSEDED SURVEY CONTROL
 LK0528
 LK0528  NAD 83(1986)-  40 03 30.08651(N)    102 11 21.91967(W) AD(       ) 1
 LK0528  NAD 27      -  40 03 30.12400(N)    102 11 20.22400(W) AD(       ) 1
 LK0528
 LK0528.Superseded values are not recommended for survey control.
 LK0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0528.See file dsdata.txt to determine how the superseded data were derived.
 LK0528
 LK0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE3972238020(NAD 83)
 LK0528_MARKER: DS = TRIANGULATION STATION DISK
 LK0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0528
 LK0528  HISTORY     - Date     Condition        Report By
 LK0528  HISTORY     - 1935     MONUMENTED       CGS
 LK0528  HISTORY     - 1971     GOOD             USGS
 LK0528
 LK0528                          STATION DESCRIPTION
 LK0528
 LK0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LK0528'STATION IS ABOUT 2 MILES SOUTH AND 1-1/2 MILES EAST OF WRAY,
 LK0528'IN THE NORTHWEST QUARTER OF SEC. 16, T. 1 N., R. 43 W., ON THE
 LK0528'TOP OF THE HIGHEST HILL IN THE VICINITY.  IT IS ON LAND OWNED
 LK0528'BY MR. TIMOTHY BURNS AND ABOUT 100 YARDS NORTH OF THE BUILDINGS
 LK0528'ON HIS FARM, 165 FEET EAST OF THE CENTER OF THE SECTION-LINE
 LK0528'ROAD, 133 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE, AND
 LK0528'PROJECTS 4 INCHES.
 LK0528'
 LK0528'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE
 LK0528'STATION, 4 FEET WEST OF THE NORTHEAST CORNER OF THE GARDEN
 LK0528'PLOT, 1 FOOT NORTH OF THE FENCE, AND PROJECTS 6 INCHES.
 LK0528'
 LK0528'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION,
 LK0528'5 FEET NORTHEAST OF A T-FENCE INTERSECTION, 35 FEET EAST OF
 LK0528'THE CENTER OF THE ROAD, AND PROJECTS 6 INCHES.
 LK0528'
 LK0528'THE AZIMUTH MARK IS ABOUT 0.4 MILE SOUTH OF THE STATION,
 LK0528'30 FEET WEST OF THE CENTER OF THE ROAD, 2 FEET EAST OF THE WEST
 LK0528'RIGHT-OF-WAY FENCE, AND PROJECTS 6 INCHES.
 LK0528'
 LK0528'A 50-FOOT TOWER CLEARED ALL LINES.  ALL STATIONS EXCEPT
 LK0528'GRIGSBY WERE VISIBLE FROM GROUND.
 LK0528'
 LK0528'THE STATION IS REACHED FROM THE DEPOT IN WRAY BY GOING SOUTH
 LK0528'0.4 MILE.  TURN WEST 0.1 MILE, TURN LEFT AND GO SOUTH ON
 LK0528'STATE HIGHWAY 51 FOR 2.0 MILES, LEAVE THE HIGHWAY AND GO
 LK0528'EAST 1.5 MILES, TURN LEFT AND GO NORTH 0.7 MILE, TURN OFF THE
 LK0528'ROAD EAST INTO THE FARMYARD, PASS THROUGH 2 GATES NORTH OF THE
 LK0528'BARN, AND DRIVE NORTHERLY ABOUT 100 YARDS TO THE STATION ON THE
 LK0528'HIGHEST POINT OF THE HILL.
 LK0528
 LK0528                          STATION RECOVERY (1971)
 LK0528
 LK0528'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (WAK)
 LK0528'THIS STATION WAS USED FOR AZIMUTH CONTROL ONLY, AND WAS NOT
 LK0528'OCCUPIED, THUS DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS
 LK0528'WERE NOT REMEASURED.
 LK0528'
 LK0528'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 LK0528'
 LK0528'THE STATION AND REFERENCE MARKS ARE STANDARD USC AND GS BRONZE
 LK0528'DISKS, SET IN CONCRETE POSTS.
 LK0528'
 LK0528'STATION MARK--DISK PROJECTING 0.3 FEET ABOVE GROUND, AND STAMPED
 LK0528'BURNS 1935.
 LK0528'
 LK0528'REFERENCE MARK NO. 1--DISK PROJECTING 0.5 FEET ABOVE GROUND,
 LK0528'AND STAMPED BURNS NO. 1 1935.
 LK0528'
 LK0528'REFERENCE MARK NO. 2--DISK PROJECTING 0.5 FEET ABOVE GROUND,
 LK0528'AND STAMPED BURNS NO. 2 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0477 ***********************************************************************
 HK0477  DESIGNATION -  BURRO
 HK0477  PID         -  HK0477
 HK0477  STATE/COUNTY-  CO/LAS ANIMAS
 HK0477  USGS QUAD   -  MADRID (1951)
 HK0477
 HK0477                         *CURRENT SURVEY CONTROL
 HK0477  ___________________________________________________________________
 HK0477* NAD 83(1992)-  37 09 11.70867(N)    104 41 25.38969(W)     ADJUSTED  
 HK0477* NAVD 88     -      2194.4    (meters)    7199.     (feet)  VERTCON   
 HK0477  ___________________________________________________________________
 HK0477  LAPLACE CORR-          -5.88  (seconds)                    DEFLEC99
 HK0477  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 HK0477
 HK0477  HORZ ORDER  -  FIRST
 HK0477
 HK0477.The horizontal coordinates were established by classical geodetic methods
 HK0477.and adjusted by the National Geodetic Survey in January 1993..
 HK0477
 HK0477.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0477
 HK0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0477
 HK0477.The geoid height was determined by GEOID03.
 HK0477
 HK0477;                    North         East     Units Scale Factor Converg.
 HK0477;SPC CO S     -   359,115.786   986,322.247   MT  1.00001550   +0 29 47.8
 HK0477;SPC CO S     - 1,178,199.04  3,235,958.91   sFT  1.00001550   +0 29 47.8
 HK0477;UTM  13      - 4,111,918.242   527,492.884   MT  0.99960931   +0 11 13.2
 HK0477
 HK0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0477!SPC CO S     -   0.99965864  x   1.00001550  =   0.99967413
 HK0477!UTM  13      -   0.99965864  x   0.99960931  =   0.99926808
 HK0477
 HK0477|---------------------------------------------------------------------|
 HK0477| PID    Reference Object                     Distance      Geod. Az  |
 HK0477|                                                           dddmmss.s |
 HK0477| CM8545 BURRO RM 1                            8.098 METERS 02050     |
 HK0477| CM8544 BURRO AZ MK                                        0344640.2 |
 HK0477| CM8546 BURRO RM 2                            6.530 METERS 10431     |
 HK0477| HK0488 EAST SPANISH PEAK CAIRN             APPROX.33.5 KM 3224044.3 |
 HK0477|---------------------------------------------------------------------|
 HK0477
 HK0477                          SUPERSEDED SURVEY CONTROL
 HK0477
 HK0477  NAD 83(1986)-  37 09 11.71634(N)    104 41 25.38614(W) AD(       ) 1
 HK0477  NAD 27      -  37 09 11.64400(N)    104 41 23.42100(W) AD(       ) 1
 HK0477  NGVD 29 (07/19/86) 2193.3    (m)         7196.     (f) VERT ANG       
 HK0477
 HK0477.Superseded values are not recommended for survey control.
 HK0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0477.See file dsdata.txt to determine how the superseded data were derived.
 HK0477
 HK0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB2749311918(NAD 83)
 HK0477_MARKER: DS = TRIANGULATION STATION DISK
 HK0477_SETTING: 66 = SET IN ROCK OUTCROP
 HK0477
 HK0477  HISTORY     - Date     Condition        Report By
 HK0477  HISTORY     - 1945     MONUMENTED       CGS
 HK0477  HISTORY     - 1949     GOOD             CGS
 HK0477  HISTORY     - 1949     GOOD             USGS
 HK0477
 HK0477                          STATION DESCRIPTION
 HK0477
 HK0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAE)
 HK0477'STATION IS LOCATED ON A BARE, PROMINENT PEAK OVERLOOKING THE
 HK0477'COUNTRY ON ALL SIDES.  PEAK LIES 1 MILE W OF BURRO CREEK, 3 MILES
 HK0477'N OF THE PUGATOIRE RIVER, AND 4 MILES NW OF THE JUNCTION OF THE
 HK0477'CREEK AND THE RIVER.  IN APPROXIMATE AIR LINE DISTANCES IT IS,
 HK0477'16 MILES SSW OF LUDLOW, 10 MILES ENE OF WESTON, AND 9 MILES
 HK0477'W OF TRINIDAD.
 HK0477'
 HK0477'TO REACH THE STATION FROM THE CITY HALL AND LIBRARY OF TRINIDAD,
 HK0477'GO W ON STATE HIGHWAY 12 FOR 8.2 MILES TO MADRID SCHOOL, DISTRICT
 HK0477'NO. 4 AT THE S SIDE OF THE HIGHWAY.  CONTINUE W ON STATE HIGHWAY
 HK0477'12 FOR 0.5 MILE TO THE ROAD LEADING N UP BURRO CANYON WHICH IS
 HK0477'0.1 MILE W OF THE STONE BRIDGE OVER BURRO CREEK.  GO UP BURRO
 HK0477'CANYON ON THE MAIN ROAD 3.4 MILES TO WHERE THE AZIMUTH MARK IS
 HK0477'ON THE RIGHT SIDE OF THE ROAD IN A LARGE GROUP OF OUTCROPPING
 HK0477'ROCKS.  CONTINUE UP THE MAIN ROAD FOR 0.2 MILE TO A CATTLE GUARD.
 HK0477'DO NOT CROSS THIS CATTLE GUARD, BUT TURN LEFT OFF THE ROAD
 HK0477'AND BEAR S ALONG THE CREEK FOR 0.1 MILE TO WHERE YOU CROSS THE
 HK0477'CREEK.  CROSS THE CREEK AND THEN FOLLOWING THE CREEK S,
 HK0477'PICKING YOUR WAY THROUGH MINOR DRAINAGE, GO 0.6 MILE TO THE
 HK0477'SECOND CANYON LEADING W TOWARD THE STATION.  TURN UP THIS
 HK0477'CANYON AND GO 0.6 MILE TO THE BASE OF THE PEAK AND THE END
 HK0477'OF TRUCK TRAVEL.  FROM HERE PACK UP TO THE HIGHEST POINT AND
 HK0477'THE STATION.
 HK0477'
 HK0477'STATION MARK IS A BRONZE STATION DISK SET IN OUTCROPPING BEDROCK
 HK0477'FLUSH WITH THE SURROUNDING SURFACE.  IT IS 34 FEET NE OF THE HIGHEST
 HK0477'POINT OF THE PEAK.  DISK IS STAMPED BURRO 1945.
 HK0477'
 HK0477'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN OUTCROPPING
 HK0477'BEDROCK FLUSH WITH THE SURROUNDING SURFACE.  IT IS LOCATED NNE OF
 HK0477'THE STATION AND ABOUT 2 FEET LOWER.  DISK IS STAMPED BURRO NO 1
 HK0477'1945.
 HK0477'
 HK0477'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 HK0477'FLUSH WITH THE SURROUNDING SURFACE.  IT IS LOCATED ESE OF THE
 HK0477'STATION, ABOUT 2 FEET LOWER, AND 12 INCHES W OF THE E EDGE OF
 HK0477'THE PEAK.  DISK IS STAMPED BURRO NO 2 1945.
 HK0477'
 HK0477'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN OUTCROPPING BEDROCK
 HK0477'FLUSH WITH THE SURROUNDING SURFACE.  IT IS LOCATED 1 MILE NE
 HK0477'OF THE STATION, ABOUT 75 FEET ENE OF THE ROAD AND 50 FEET
 HK0477'HIGHER, 16-1/2 FEET NE OF A WELL-SHAPED 3-FOOT ROCK CAIRN, 5-1/2
 HK0477'FEET SW OF A 3-FOOT ROCK CAIRN, AND 12 INCHES ENE OF THE EDGE
 HK0477'OF THE OUTCROPPING BEDROCK.  DISK IS STAMPED BURRO 1945.
 HK0477'
 HK0477'HEIGHT OF LIGHT ABOVE STATION MARK - 1.3 METERS.
 HK0477
 HK0477                          STATION RECOVERY (1949)
 HK0477
 HK0477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 HK0477'STATION RECOVERED, ALL MARKS FOUND IN GOOD CONDITION AND AS
 HK0477'DESCRIBED WITH THE EXCEPTION OF SLIGHT DIFFERENCES IN DISTANCE
 HK0477'TO REFERENCE MARKS.
 HK0477'
 HK0477'THE STATION IS LOCATED ABOUT 10 MILES AIRLINE EAST-NORTHEAST OF
 HK0477'WESTON AND ABOUT 9 MILES AIRLINE WEST OF TRINIDAD, ON A FLAT-TOPPED
 HK0477'PEAK THAT IS TIMBERED ON ALL SIDES BUT BARE ON THE EXTREME TOP.
 HK0477'IT IS THE HIGHEST PEAK IN THE VICINITY.  THE STATION MARK IS
 HK0477'DESCRIBED BY NOTE 2, SET FLUSH ABOUT 11 PACES NORTHEAST AND
 HK0477'ABOUT 2 FEET LOWER THAN THE HIGHEST POINT OF THE PEAK.  IT IS
 HK0477'STAMPED, BURRO 1945.
 HK0477'
 HK0477'REFERENCE MARK NO. 1 IS DESCRIBED, SET FLUSH ABOUT
 HK0477'2 FEET LOWER THAN THE STATION MARK AND IS STAMPED, BURRO NO 1
 HK0477'1945.
 HK0477'
 HK0477'REFERENCE MARK NO. 2 IS DESCRIBED, SET FLUSH ON THE
 HK0477'EAST EDGE OF THE PEAK ABOUT 2 FEET LOWER THAN THE STATION MARK.
 HK0477'IT IS STAMPED, BURRO NO 2 1945.
 HK0477'
 HK0477'THE AZIMUTH MARK IS DESCRIBED, SET FLUSH ABOUT 50
 HK0477'FEET EAST AND 30 FEET HIGHER THAN A DIRT ROAD, 5 PACES EAST OF
 HK0477'A 3 FOOT CAIRN THAT IS BUILT ON THE TOP OF AN OVERHANGING ROCK.
 HK0477'THE MARK IS STAMPED, BURRO 1945.
 HK0477'
 HK0477'TO REACH THE STATION FROM TRINIDAD.  GO WESTERLY ON STATE
 HK0477'HIGHWAY 12 FOR 9.1 MILES TO A ROAD RIGHT THAT IS ABOUT 0.1
 HK0477'MILE EAST OF A CHURCH ON THE SOUTH SIDE OF HIGHWAY.  TURN RIGHT,
 HK0477'GO NORTHERLY 3.5 MILES TO THE AZIMUTH MARK ON RIGHT.  CONTINUE
 HK0477'NORTH 0.1 MILE, TURN LEFT OFF ROAD AND GO SOUTH 0.1 MILE TO A
 HK0477'LARGE WASH.  CROSS WASH THEN BEAR SLIGHTLY TO THE RIGHT TOWARD
 HK0477'THE STATION PEAK TO THE BASE OF PEAK AND END OF TRUCK TRAVEL.
 HK0477'FROM HERE WALK UP STEEP SLOPE TO TOP OF PEAK AND STATION.  A
 HK0477'30 MINUTE PACK.
 HK0477
 HK0477                          STATION RECOVERY (1949)
 HK0477
 HK0477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 HK0477'STATION MARK--BRONZE STATION DISK SET IN OUTCROPPING BEDROCK FLUSH
 HK0477'WITH THE SURROUNDING SURFACE.  IT IS 34 FT. NE. OF THE HIGHEST POINT
 HK0477'OF THE PEAK.  DISK IS STAMPED ---BURRO 1945---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0523 ***********************************************************************
 HM0523  DESIGNATION -  BUSH
 HM0523  PID         -  HM0523
 HM0523  STATE/COUNTY-  CO/SAN MIGUEL
 HM0523  USGS QUAD   -  EGNAR (1994)
 HM0523
 HM0523                         *CURRENT SURVEY CONTROL
 HM0523  ___________________________________________________________________
 HM0523* NAD 83(1992)-  37 56 33.07302(N)    108 54 27.62406(W)     ADJUSTED  
 HM0523* NAVD 88     -      2379.0    (meters)    7805.     (feet)  VERTCON   
 HM0523  ___________________________________________________________________
 HM0523  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 HM0523  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 HM0523
 HM0523  HORZ ORDER  -  THIRD
 HM0523
 HM0523.The horizontal coordinates were established by classical geodetic methods
 HM0523.and adjusted by the National Geodetic Survey in November 1997..
 HM0523
 HM0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0523
 HM0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 HM0523
 HM0523.The geoid height was determined by GEOID03.
 HM0523
 HM0523;                    North         East     Units Scale Factor Converg.
 HM0523;SPC CO S     -   451,863.100   614,946.281   MT  0.99994718   -2 05 24.7
 HM0523;SPC CO S     - 1,482,487.52  2,017,536.26   sFT  0.99994718   -2 05 24.7
 HM0523;UTM  12      - 4,201,502.191   683,854.045   MT  1.00001634   +1 17 12.7
 HM0523
 HM0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0523!SPC CO S     -   0.99962980  x   0.99994718  =   0.99957700
 HM0523!UTM  12      -   0.99962980  x   1.00001634  =   0.99964614
 HM0523
 HM0523:                Primary Azimuth Mark                     Grid Az
 HM0523:SPC CO S     -  VP 1                                     316 44 56.9
 HM0523:UTM  12      -  VP 1                                     313 22 19.5
 HM0523
 HM0523|---------------------------------------------------------------------|
 HM0523| PID    Reference Object                     Distance      Geod. Az  |
 HM0523|                                                           dddmmss.s |
 HM0523| HM0525 VP 1                                APPROX. 5.3 KM 3143932.2 |
 HM0523|---------------------------------------------------------------------|
 HM0523
 HM0523                          SUPERSEDED SURVEY CONTROL
 HM0523
 HM0523  NAD 83(1992)-  37 56 33.06695(N)    108 54 27.62348(W) AD(       ) 3
 HM0523  NAD 83(1986)-  37 56 33.06396(N)    108 54 27.62192(W) AD(       ) 3
 HM0523  NAD 27      -  37 56 33.09130(N)    108 54 25.24674(W) AD(       ) 3
 HM0523  NGVD 29 (07/19/86) 2377.7    (m)         7801.     (f) VERT ANG       
 HM0523
 HM0523.Superseded values are not recommended for survey control.
 HM0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0523.See file dsdata.txt to determine how the superseded data were derived.
 HM0523
 HM0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH8385401502(NAD 83)
 HM0523_MARKER: DD = SURVEY DISK
 HM0523_SETTING: 66 = SET IN ROCK OUTCROP
 HM0523_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 HM0523_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0523+STABILITY: POSITION/ELEVATION WELL
 HM0523
 HM0523  HISTORY     - Date     Condition        Report By
 HM0523  HISTORY     - 1947     MONUMENTED       USGS
 HM0523
 HM0523                          STATION DESCRIPTION
 HM0523
 HM0523'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 HM0523'STATION IS LOCATED ON THE HIGHEST POINT OF THE NORTHERN END OF THE E.
 HM0523'RIM OF BUSH CANYON, IN THE SW. 1/4 SEC. 31, T 43 N, R 19 W.
 HM0523'
 HM0523'TO REACH STATION FROM POST OFFICE AT EGNAR, COLORADO, FOLLOW STATE
 HM0523'HIGHWAY 80 N. 1.5 MI. TO FORK, TAKE RIGHT FORK, LEAVING HIGHWAY, AND
 HM0523'FOLLOW THIS RD. 1.8 MI. TO FOOT OF RIDGE AND END OF TRUCK TRAVEL.
 HM0523'FROM THIS POINT PACK UP W. SLOPE OF RIDGE TO HIGH POINT AND STATION
 HM0523'SITE.  TIME OF PACK - 20 MINUTES.
 HM0523'
 HM0523'STATION MARK--STANDARD TABLET, STAMPED ---BUSH 1947 7801---, AND
 HM0523'CEMENTED IN DRILL HOLE IN SANDSTONE OUTCROP.
 HM0523'
 HM0523'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---BUSH
 HM0523'1947---, AND CEMENTED IN DRILL HOLE IN OUTCROPPING BEDROCK, 151.2
 HM0523'FT. FROM STATION, S 52 DEG 55 MIN E.
 HM0523'
 HM0523'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---BUSH
 HM0523'1947---, AND CEMENTED IN DRILL HOLE IN OUTCROPPING BEDROCK, 47.3
 HM0523'FT. FROM STATION, S 26 DEG 28 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5134 ***********************************************************************
 AC5134  DESIGNATION -  BUSH
 AC5134  PID         -  AC5134
 AC5134  STATE/COUNTY-  CO/PUEBLO
 AC5134  USGS QUAD   -  VINELAND (1974)
 AC5134
 AC5134                         *CURRENT SURVEY CONTROL
 AC5134  ___________________________________________________________________
 AC5134* NAD 83(1992)-  38 08 24.82995(N)    104 25 25.51202(W)     ADJUSTED  
 AC5134* NAVD 88     -      1450.7    (meters)    4760.     (feet)  GPS OBS   
 AC5134  ___________________________________________________________________
 AC5134  X           -  -1,251,424.510 (meters)                     COMP
 AC5134  Y           -  -4,865,601.574 (meters)                     COMP
 AC5134  Z           -   3,918,581.564 (meters)                     COMP
 AC5134  LAPLACE CORR-          -6.37  (seconds)                    DEFLEC99
 AC5134  ELLIP HEIGHT-        1430.93  (meters)          (12/03/02) GPS OBS
 AC5134  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 AC5134
 AC5134  HORZ ORDER  -  FIRST
 AC5134  ELLP ORDER  -  FOURTH    CLASS II
 AC5134
 AC5134.The horizontal coordinates were established by GPS observations
 AC5134.and adjusted by the National Geodetic Survey in January 1997..
 AC5134
 AC5134.The orthometric height was determined by GPS observations and a
 AC5134.high-resolution geoid model.
 AC5134
 AC5134.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5134
 AC5134.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5134
 AC5134.The ellipsoidal height was determined by GPS observations
 AC5134.and is referenced to NAD 83.
 AC5134
 AC5134.The geoid height was determined by GEOID03.
 AC5134
 AC5134;                    North         East     Units Scale Factor Converg.
 AC5134;SPC CO S     -   468,888.072 1,008,745.037   MT  0.99995963   +0 39 36.5
 AC5134;SPC CO S     - 1,538,343.62  3,309,524.34   sFT  0.99995963   +0 39 36.5
 AC5134;UTM  13      - 4,221,530.905   550,496.629   MT  0.99963140   +0 21 21.2
 AC5134
 AC5134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5134!SPC CO S     -   0.99977552  x   0.99995963  =   0.99973516
 AC5134!UTM  13      -   0.99977552  x   0.99963140  =   0.99940700
 AC5134
 AC5134                          SUPERSEDED SURVEY CONTROL
 AC5134
 AC5134  ELLIP H (01/17/97) 1430.93   (m)                       GP(       ) 1 1
 AC5134
 AC5134.Superseded values are not recommended for survey control.
 AC5134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5134.See file dsdata.txt to determine how the superseded data were derived.
 AC5134
 AC5134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5049721531(NAD 83)
 AC5134_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5134_STAMPING: BUSH 1995
 AC5134_MARK LOGO: NGS   
 AC5134_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC5134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5134+STABILITY: SURFACE MOTION
 AC5134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5134+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5134
 AC5134  HISTORY     - Date     Condition        Report By
 AC5134  HISTORY     - 1995     MONUMENTED       CO-101
 AC5134
 AC5134                          STATION DESCRIPTION
 AC5134
 AC5134'DESCRIBED BY PUEBLO COUNTY COLORADO 1995 (KCH)
 AC5134'THE STATION IS LOCATED ABOUT 13.9 MI (22.4 KM) SOUTHEAST OF DOWNTOWN
 AC5134'PUEBLO AND ABOUT 7.75 MI (12.47 KM) SOUTHWEST OF AVONDALE AT THE
 AC5134'SOUTHEAST CORNER OF SECTION 10 T22S R63W OF THE 6TH PM.  OWNERSHIP--
 AC5134'PUEBLO COUNTY RIGHT-OF-WAY. TO REACH THE POINT FROM THE INTERSECTION
 AC5134'OF US HWY 50 AND 40TH LANE, GO SOUTH 1.25 MI (2.01 KM) ON 40TH LANE TO
 AC5134'THE INTERSECTION WITH SOUTH ROAD. CONTINUE SOUTH 2.0 MI (3.2 KM) ON
 AC5134'40TH LANE TO THE INTERSECTION WITH OLSEN ROAD. CONTINUE SOUTH 5.0 MI
 AC5134'(8.0 KM) ON 40TH LANE TO THE INTERSECTION AT BUSH ROAD.  THE STATION
 AC5134'IS LOCATED IN THE NORTHWEST CORNER OF THE INTERSECTION. THE MARK IS A
 AC5134'STANDARD NGS BRASS HORIZONTAL CONTROL DISK SET IN THE TOP OF A
 AC5134'CYLANDRICAL MASS OF CONCRETE 1.5 FT (0.5 M) IN DIAMETER AND 5.0 FEET
 AC5134'(1.5 M) DEEP.  IT IS 16.3 M (53.5 FT) WEST OF THE CENTERLINE OF A N-S
 AC5134'ROAD, 40TH LANE, 8.0 M (26.2 FT) NORTH OF THE CENTERLINE OF AN E-W
 AC5134'ROAD, BUSH ROAD, 8.6 M (28.2 FT) WEST OF A GUY POLE, 1.6 M (5.2 FT)
 AC5134'EAST OF A CARCENITE WITNESS POST, 1.5 M (4.9 FT) EAST OF A CARCENITE
 AC5134'WITNESS POST, AND EVEN WITH THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0530 ***********************************************************************
 LK0530  DESIGNATION -  BUSHONG
 LK0530  PID         -  LK0530
 LK0530  STATE/COUNTY-  CO/YUMA
 LK0530  USGS QUAD   -  WRAY NW (1984)
 LK0530
 LK0530                         *CURRENT SURVEY CONTROL
 LK0530  ___________________________________________________________________
 LK0530* NAD 83(1992)-  40 11 41.92886(N)    102 08 59.27805(W)     ADJUSTED  
 LK0530* NAVD 88     -      1144.1    (meters)    3754.     (feet)  VERTCON   
 LK0530  ___________________________________________________________________
 LK0530  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 LK0530  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 LK0530
 LK0530  HORZ ORDER  -  FIRST
 LK0530
 LK0530.The horizontal coordinates were established by classical geodetic methods
 LK0530.and adjusted by the National Geodetic Survey in January 1993..
 LK0530
 LK0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0530
 LK0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0530
 LK0530.The geoid height was determined by GEOID03.
 LK0530
 LK0530;                    North         East     Units Scale Factor Converg.
 LK0530;SPC CO N     -   405,857.556 1,199,592.978   MT  0.99995732   +2 09 52.8
 LK0530;SPC CO N     - 1,331,551.00  3,935,664.63   sFT  0.99995732   +2 09 52.8
 LK0530;SPC NE       -    42,430.793   316,977.498   MT  0.99991755   -1 25 28.8
 LK0530;UTM  13      - 4,453,294.853   742,615.766   MT  1.00032466   +1 50 25.4
 LK0530
 LK0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0530!SPC CO N     -   0.99982401  x   0.99995732  =   0.99978134
 LK0530!SPC NE       -   0.99982401  x   0.99991755  =   0.99974158
 LK0530!UTM  13      -   0.99982401  x   1.00032466  =   1.00014862
 LK0530
 LK0530|---------------------------------------------------------------------|
 LK0530| PID    Reference Object                     Distance      Geod. Az  |
 LK0530|                                                           dddmmss.s |
 LK0530| CP6731 BUSHONG RM 1                         40.435 METERS 13805     |
 LK0530| CP6730 BUSHONG AZ MK                                      1512621.6 |
 LK0530| CP6732 BUSHONG RM 2                         25.984 METERS 22103     |
 LK0530| LK0531 MULLISON                            APPROX.10.9 KM 2752723.4 |
 LK0530|---------------------------------------------------------------------|
 LK0530
 LK0530                          SUPERSEDED SURVEY CONTROL
 LK0530
 LK0530  NAD 83(1986)-  40 11 41.92723(N)    102 08 59.27738(W) AD(       ) 1
 LK0530  NAD 27      -  40 11 41.96300(N)    102 08 57.58100(W) AD(       ) 1
 LK0530  NGVD 29 (07/19/86) 1143.6    (m)         3752.     (f) VERT ANG       
 LK0530
 LK0530.Superseded values are not recommended for survey control.
 LK0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0530.See file dsdata.txt to determine how the superseded data were derived.
 LK0530
 LK0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE4261653295(NAD 83)
 LK0530_MARKER: DS = TRIANGULATION STATION DISK
 LK0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0530
 LK0530  HISTORY     - Date     Condition        Report By
 LK0530  HISTORY     - 1935     MONUMENTED       CGS
 LK0530  HISTORY     - 1971     SEE DESCRIPTION  USGS
 LK0530
 LK0530                          STATION DESCRIPTION
 LK0530
 LK0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LK0530'STATION LIES 8 MILES NORTH AND 4 MILES EAST OF WRAY ON THE MOST
 LK0530'NORTHERN POINT OF A HIGH SAND RIDGE IN THE I.K. BUSHONG PASTURE,
 LK0530'ON THE HIGHEST POINT IN THE VICINITY, 1-1/2 MILES NORTH-NORTHWEST
 LK0530'OF THE BUSHONG HOUSE, ON THE SOUTHWEST QUARTER OF SEC. 26, T. 3
 LK0530'N., R. 43 W.  MARK PROJECTS 5 INCHES.
 LK0530'
 LK0530'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION,
 LK0530'AND PROJECTS 2 INCHES.
 LK0530'
 LK0530'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF STATION,
 LK0530'AND PROJECTS 5 INCHES.
 LK0530'
 LK0530'AZIMUTH MARK IS SOUTH-SOUTHEAST OF STATION, 1-1/2
 LK0530'FEET NORTHWEST OF SOUTHEAST CORNER OF BUSHONG BARNLOT, 20 YARDS
 LK0530'EAST OF BUSHONG WINDMILL, AND PROJECTS 4 INCHES.
 LK0530'
 LK0530'ALL OBJECTS ARE VISIBLE FROM GROUND EXCEPT STATIONS LAIRD
 LK0530'1933 AND GRIGSBY.  A 20-FOOT STAND WAS USED.
 LK0530'
 LK0530'STATION IS REACHED FROM WRAY RAILROAD DEPOT BY DRIVING NORTH
 LK0530'ON STATE HIGHWAY 51 FOR 3.7 MILES, TURN RIGHT (EAST) OFF
 LK0530'STATE HIGHWAY 51 AND GO 1.2 MILES, TURN LEFT (NORTH) 0.3 MILE,
 LK0530'TURN RIGHT (EAST) 0.3 MILE, TURN LEFT (NORTH) 1.7 MILES, TURN
 LK0530'RIGHT (EAST) 0.5 MILE, TURN LEFT (NORTH) 2.0 MILES, AT WHITE
 LK0530'SCHOOLHOUSE TURN RIGHT (EAST) 1.0 MILE, TURN RIGHT
 LK0530'(SOUTH) 1.0 MILE, TURN LEFT (EAST) 1.7 MILES, TURN LEFT 0.1
 LK0530'MILE INTO BUSHONG FARMYARD, PASS THROUGH GATE 50 YARDS EAST OF
 LK0530'HOUSE, THENCE NORTH 75 YARDS AND PASS THROUGH ANOTHER GATE,
 LK0530'BEAR WESTERLY AND NORTHWESTERLY ON PASTURE TRAIL FOR 0.3
 LK0530'MILE TO FENCE CORNER, BEAR TO THE RIGHT FOLLOWING DIM TRAIL
 LK0530'ALONG WEST SIDE OF FENCE FOR 1.2 MILES, LEAVE TRAIL AND
 LK0530'WORK WAY UP SANDY SLOPE 0.2 MILE TO HIGHEST POINT AND
 LK0530'STATION, BEARING SOUTHWESTERLY.
 LK0530
 LK0530                          STATION RECOVERY (1971)
 LK0530
 LK0530'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (RVS)
 LK0530'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 LK0530'
 LK0530'THE STATION AND REFERENCE MARKS ARE STANDARD USC AND GS BRONZE
 LK0530'DISKS, SET IN CONCRETE POSTS.
 LK0530'
 LK0530'STATION MARK--DISK PROJECTING 0.4 FEET ABOVE GROUND, AND
 LK0530'STAMPED BUSHONG 1935.  IT IS 7 FEET WEST OF A WITNESS SIGN
 LK0530'MOUNTED ON A METAL POST.
 LK0530'
 LK0530'REFERENCE MARK NO. 1--DISK PROJECTING 0.3 FEET ABOVE GROUND,
 LK0530'AND STAMPED BUSHONG NO. 1 1935.
 LK0530'
 LK0530'REFERENCE MARK NO. 2--DISK PROJECTING 0.3 FEET ABOVE GROUND,
 LK0530'AND STAMPED BUSHONG NO. 2 1935.
 LK0530'
 LK0530'STATION MULLISON USC AND GS 1935 IS VISIBLE FROM THE GROUND AT
 LK0530'THIS STATION AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS
 LK0530'WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0639 ***********************************************************************
 KL0639  DESIGNATION -  BUSK IVANHOE
 KL0639  PID         -  KL0639
 KL0639  STATE/COUNTY-  CO/PITKIN
 KL0639  USGS QUAD   -  MOUNT MASSIVE (1994)
 KL0639
 KL0639                         *CURRENT SURVEY CONTROL
 KL0639  ___________________________________________________________________
 KL0639* NAD 83(1992)-  39 14 57.23611(N)    106 29 17.22250(W)     ADJUSTED  
 KL0639* NAVD 88     -      3762.5    (meters)   12344.     (feet)  VERTCON   
 KL0639  ___________________________________________________________________
 KL0639  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 KL0639  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 KL0639
 KL0639  HORZ ORDER  -  SECOND
 KL0639
 KL0639.The horizontal coordinates were established by classical geodetic methods
 KL0639.and adjusted by the National Geodetic Survey in January 1993..
 KL0639
 KL0639.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0639
 KL0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0639
 KL0639.The geoid height was determined by GEOID03.
 KL0639
 KL0639;                    North         East     Units Scale Factor Converg.
 KL0639;SPC CO C     -   462,440.126   829,112.744   MT  0.99993924   -0 37 23.5
 KL0639;SPC CO C     - 1,517,188.98  2,720,180.73   sFT  0.99993924   -0 37 23.5
 KL0639;UTM  13      - 4,345,489.926   371,591.683   MT  0.99980302   -0 56 30.0
 KL0639
 KL0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0639!SPC CO C     -   0.99941207  x   0.99993924  =   0.99935134
 KL0639!UTM  13      -   0.99941207  x   0.99980302  =   0.99921520
 KL0639
 KL0639|---------------------------------------------------------------------|
 KL0639| PID    Reference Object                     Distance      Geod. Az  |
 KL0639|                                                           dddmmss.s |
 KL0639| CM6165 BUSK IVANHOE RM 1                     5.665 METERS 19415     |
 KL0639| CM6166 BUSK IVANHOE RM 2                     4.274 METERS 30254     |
 KL0639| CM6164 BUSK IVANHOE AZ MK                                 3321129.0 |
 KL0639|---------------------------------------------------------------------|
 KL0639
 KL0639                          SUPERSEDED SURVEY CONTROL
 KL0639
 KL0639  NAD 83(1986)-  39 14 57.22952(N)    106 29 17.22497(W) AD(       ) 2
 KL0639  NAD 27      -  39 14 57.27200(N)    106 29 15.12000(W) AD(       ) 2
 KL0639  NGVD 29 (07/19/86) 3760.4    (m)        12337.     (f) VERT ANG       
 KL0639
 KL0639.Superseded values are not recommended for survey control.
 KL0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0639.See file dsdata.txt to determine how the superseded data were derived.
 KL0639
 KL0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD7159245490(NAD 83)
 KL0639_MARKER: DB = BENCH MARK DISK
 KL0639_SETTING: 80 = SET IN A BOULDER
 KL0639_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KL0639
 KL0639  HISTORY     - Date     Condition        Report By
 KL0639  HISTORY     - 1953     MONUMENTED       BOR
 KL0639  HISTORY     - 1959     GOOD             AMS
 KL0639
 KL0639                          STATION DESCRIPTION
 KL0639
 KL0639'DESCRIBED BY US BUREAU OF RECLAMATION 1953 (RLE)
 KL0639'THE STATION IS LOCATED ON A HIGH ROCKY OUTCROP ON THE CONTINENTAL
 KL0639'DIVIDE, ON OR NEAR THE PITKIN-LAKE COUNTY LINE, ABOUT 10-1/2
 KL0639'MILES WEST OF LEADVILLE, ABOUT 10 MILES EAST-SOUTHEAST OF
 KL0639'BIGLOW ON THE CREST OF THE DIVIDE AND ABOVE THE ABANDONED
 KL0639'CARLTON TUNNEL.  IT IS A STANDARD U.S. BUREAU OF RECLAMATION
 KL0639'BENCH MARK DISK SET FLUSH IN A LARGE BOULDER.  THERE IS NO
 KL0639'STAMPING ON THE DISK.
 KL0639'
 KL0639'R.M. NO. 1 IS ABOUT 2 FEET HIGHER THAN STATION ELEVATION,
 KL0639'SET FLUSH IN A BOULDER AND IS STAMPED BUSK IVANHOE (USBR) NO 1
 KL0639'1953.
 KL0639'
 KL0639'R.M. NO. 2 IS ABOUT 2 FEET HIGHER THAN STATION ELEVATION,
 KL0639'SET FLUSH IN A BOULDER AND IS STAMPED BUSK IVANHOE (USBR) NO
 KL0639'2 1953.
 KL0639'
 KL0639'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 26.62 FEET.
 KL0639'
 KL0639'THE AZIMUTH MARK IS ABOUT 200 FEET SOUTHEAST OF A FRAME HOUSE
 KL0639'AND 30 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, A STANDARD U.S.
 KL0639'BUREAU OF RECLAMATION BENCH MARK DISK SET FLUSH IN A VERY LARGE
 KL0639'BOULDER THAT IS MARKED BY A PAINTED WHITE CROSS.  THERE IS NO
 KL0639'STAMPING ON THE DISK.
 KL0639'
 KL0639'TO REACH THE STATION FROM THE POST OFFICE IN MEREDITH GO EAST
 KL0639'ON STATE HIGHWAY 104 FOR 23.2 MILES TO A FORK, A LARGE LAKE AND
 KL0639'TWO FRAME HOUSES ON THE LEFT, (AZIMUTH MARK IS 0.1 MILE SOUTHEAST
 KL0639'ON THE RIGHT FORK), HERE TAKE THE LEFT FORK UP AN INCLINE AND
 KL0639'FOLLOW A TRACK ROAD NORTH AND EASTERLY FOR 3.9 MILES TO A POINT
 KL0639'IN THE ROAD WHERE A SMALL PLANK CROSSING GOES OVER A STREAM.
 KL0639'THIS IS THE END OF TRUCK TRAVEL DUE TO THE DECAYED PLANKS
 KL0639'OF THE SMALL BRIDGE.  FROM THIS POINT PACK EAST UP THE TRACK
 KL0639'ROAD FOR ABOUT 200 YARDS, LEAVE THE ROAD AND BEAR RIGHT UP
 KL0639'THROUGH THE TIMBER TO A SADDLE BETWEEN TWO SMALL MOUNTAINS, HERE
 KL0639'BEAR LEFT TO THE CREST OF THE HIGH ROCKY OUTCROP AND THE
 KL0639'STATION AS DESCRIBED.
 KL0639'
 KL0639'THIS IS A 1-HOUR PACK.
 KL0639
 KL0639                          STATION RECOVERY (1959)
 KL0639
 KL0639'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1959
 KL0639'STATION, REFERENCE MARKS, AND THE AZIMUTH MARK WERE RECOVERED
 KL0639'AS DESCRIBED.
 KL0639'
 KL0639'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LARGE ROCKY
 KL0639'PEAK, 40.0 FEET NORTH OF THE SOUTH TIP OF LARGE ROCK, 34.0
 KL0639'FEET SOUTH OF THE NORTH TIP OF LARGE ROCK, AND 6.0 FEET WEST
 KL0639'OF SHEER DROP TO THE EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0642 ***********************************************************************
 LK0642  DESIGNATION -  BUTCHER
 LK0642  PID         -  LK0642
 LK0642  STATE/COUNTY-  CO/LOGAN
 LK0642  USGS QUAD   -  WILD HORSE LAKE (1951)
 LK0642
 LK0642                         *CURRENT SURVEY CONTROL
 LK0642  ___________________________________________________________________
 LK0642* NAD 83(1992)-  40 44 59.23165(N)    103 28 26.37844(W)     ADJUSTED  
 LK0642* NAVD 88     -      1367.68   (+/-2cm)    4487.1    (feet)  VERTCON   
 LK0642  ___________________________________________________________________
 LK0642  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 LK0642  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 LK0642
 LK0642  HORZ ORDER  -  FIRST
 LK0642  VERT ORDER  -  THIRD ? (See Below)
 LK0642
 LK0642.The horizontal coordinates were established by classical geodetic methods
 LK0642.and adjusted by the National Geodetic Survey in January 1993..
 LK0642
 LK0642.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0642.The vertical order pertains to the NGVD 29 superseded value.
 LK0642
 LK0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0642
 LK0642.The geoid height was determined by GEOID03.
 LK0642
 LK0642;                    North         East     Units Scale Factor Converg.
 LK0642;SPC CO N     -   464,029.884 1,085,487.417   MT  0.99999473   +1 18 32.7
 LK0642;SPC CO N     - 1,522,404.71  3,561,303.30   sFT  0.99999473   +1 18 32.7
 LK0642;UTM  13      - 4,512,101.591   628,825.834   MT  0.99980427   +0 59 46.5
 LK0642
 LK0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0642!SPC CO N     -   0.99978852  x   0.99999473  =   0.99978325
 LK0642!UTM  13      -   0.99978852  x   0.99980427  =   0.99959283
 LK0642
 LK0642|---------------------------------------------------------------------|
 LK0642| PID    Reference Object                     Distance      Geod. Az  |
 LK0642|                                                           dddmmss.s |
 LK0642| LK0793 BUTCHER RM 1                         34.866 METERS 08133     |
 LK0642| LK0795 BUTCHER AZ MK                                      1095937.2 |
 LK0642| LK0643 BRITISH AM OIL CO RADIO MAST        APPROX. 9.2 KM 1303747.8 |
 LK0642| LK0794 BUTCHER RM 2                         29.742 METERS 18153     |
 LK0642| CP6733 BUTCHER AZ MK 2                                    2215729.3 |
 LK0642|---------------------------------------------------------------------|
 LK0642
 LK0642                          SUPERSEDED SURVEY CONTROL
 LK0642
 LK0642  NAD 83(1986)-  40 44 59.22572(N)    103 28 26.37693(W) AD(       ) 1
 LK0642  NAD 27      -  40 44 59.28350(N)    103 28 24.61100(W) AD(       ) 1
 LK0642  NGVD 29 (07/19/86) 1367.07   (m)         4485.1    (f) LEVELING    3  
 LK0642
 LK0642.Superseded values are not recommended for survey control.
 LK0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0642.See file dsdata.txt to determine how the superseded data were derived.
 LK0642
 LK0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF2882612102(NAD 83)
 LK0642_MARKER: DS = TRIANGULATION STATION DISK
 LK0642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0642
 LK0642  HISTORY     - Date     Condition        Report By
 LK0642  HISTORY     - 1934     MONUMENTED       CGS
 LK0642  HISTORY     - 1948     GOOD             USGS
 LK0642  HISTORY     - 1963     GOOD             CGS
 LK0642
 LK0642                          STATION DESCRIPTION
 LK0642
 LK0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 LK0642'STATION IS ABOUT 8 MILES SOUTH OF THE WESTPLAINS POST OFFICE
 LK0642'AND IS IN SEC. 13, T. 9 N., R. 55 W.  THE STATION IS IN A
 LK0642'NORTH-SOUTH FENCE LINE AND ABOUT 0.2 MILE NORTH OF A GRADED
 LK0642'ROAD.  IT IS NOT ON THE HIGHEST GROUND IN THE VICINITY OR NEAR
 LK0642'VICINITY.  THE MARK PROJECTS 10 INCHES.
 LK0642'
 LK0642'STATION IS REACHED FROM WESTPLAINS POST OFFICE BY GOING
 LK0642'SOUTH 3 MILES, EAST 1.0 MILE, SOUTH 4.0 MILES, EAST 1.0 MILE,
 LK0642'AND SOUTH 1.0 MILE TO AN INTERSECTION OF SECTION-LINE ROADS.
 LK0642'PASS THROUGH THE FENCE AT THE NORTHWEST CORNER OF THE INTERSECTION
 LK0642'AND DRIVE ALONG THE NORTH SIDE OF THE FENCE 0.75 MILE TO A
 LK0642'NORTH-SOUTH FENCE.  THEN DRIVE ALONG THE EAST SIDE OF THE
 LK0642'FENCE FOR 0.2 MILE TO THE STATION.
 LK0642'
 LK0642'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LK0642'BRONZE DISKS SET.
 LK0642'
 LK0642'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION AND
 LK0642'PROJECTS 10 INCHES.
 LK0642'
 LK0642'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, 3 FEET WEST OF THE
 LK0642'FENCE LINE AND PROJECTS 10 INCHES.
 LK0642'
 LK0642'AZIMUTH MARK IS ABOUT 0.8 MILE EAST-SOUTHEAST OF THE STATION,
 LK0642'AT THE NORTHWEST CORNER OF THE ROAD INTERSECTION, AND IS UNDER
 LK0642'THE FENCE LINE.  MARK PROJECTS 10 INCHES.
 LK0642'
 LK0642'A 15-FOOT STAND WAS ERECTED.
 LK0642
 LK0642                          STATION RECOVERY (1948)
 LK0642
 LK0642'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948 (KBM)
 LK0642'STATION MARK--STANDARD USC AND GS DISK, SET IN TOP OF 12 IN. SQUARE
 LK0642'CONCRETE MONUMENT, PROJECTING 3 IN., STAMPED ---BUTCHER 1934---.
 LK0642
 LK0642                          STATION RECOVERY (1963)
 LK0642
 LK0642'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 LK0642'THE STATION MARK AND THE REFERENCE MARKS WERE RECOVERED AND
 LK0642'FOUND IN GOOD CONDITION.  THE ORIGINAL AZIMUTH MARK WAS
 LK0642'DESTROYED BECAUSE A BUILDING BLOCKED THE LINE OF SIGHT AND THE
 LK0642'MARK WAS IN POOR CONDITION.  A NEW AZIMUTH MARK WAS ESTABLISHED
 LK0642'AND A NEW DESCRIPTION FOLLOWS.
 LK0642'
 LK0642'THE STATION IS LOCATED ABOUT 13 MILES WEST AND 9 MILES NORTH
 LK0642'OF STERLING, IN THE SW 1/4 OF SEC. 13 T9N R55W, ON A LOW RIDGE
 LK0642'IN A CULTIVATED FIELD LEASED BY MR. DAN LOWEN.  THE STATION
 LK0642'IS ABOUT 0.3 MILE NORTHWESTERLY OF THE HIGHEST POINT IN THE
 LK0642'GENERAL VICINITY.
 LK0642'
 LK0642'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 14
 LK0642'AND U.S. HIGHWAY 6 (MAIN STREET AND FOURTH STREET) IN STERLING,
 LK0642'GO WEST ON STATE HIGHWAY 14 FOR 11.5 MILES TO A CROSSROAD.  TURN
 LK0642'RIGHT, NORTH, FOR 5.3 MILES TO A T-INTERSECTION.  TURN LEFT,
 LK0642'WEST, FOR 0.6 MILE TO A T-ROAD TO THE RIGHT.  TURN RIGHT AND
 LK0642'GO NORTH FOR 3.0 MILES TO A T-INTERSECTION.  TURN LEFT AND GO
 LK0642'WEST FOR 1.6 MILES TO THE TOP OF A LOW RIDGE.  (TO REACH
 LK0642'THE AZIMUTH MARK, CONTINUE AHEAD, WEST, FOR 0.4 MILE TO A
 LK0642'CROSSROAD AND THE MARK IN THE NORTHEAST ANGLE OF THE
 LK0642'INTERSECTION.) TURN RIGHT AND FOLLOW THE RIDGE NORTHWESTERLY,
 LK0642'ACROSS COUNTRY, FOR 0.35 MILE TO THE STATION.
 LK0642'
 LK0642'THE STATION MARK, STAMPED BUTCHER 1934, IS A STANDARD DISK
 LK0642'SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT THAT
 LK0642'PROJECTS 3 INCHES.  IT IS 5.9 FEET SOUTH-SOUTHEAST OF A WITNESS
 LK0642'POST.
 LK0642'
 LK0642'REFERENCE MARK NO. 1, STAMPED BUTCHER NO 1 1934, IS A STANDARD
 LK0642'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT
 LK0642'THAT PROJECTS 3 INCHES.  IT IS 116.0 FEET EAST OF THE WITNESS
 LK0642'POST.
 LK0642'
 LK0642'REFERENCE MARK NO. 2, STAMPED BUTCHER NO 2 1934, IS A STANDARD
 LK0642'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT THAT
 LK0642'PROJECTS 2 INCHES.  IT IS 103.1 FEET SOUTH OF THE WITNESS POST.
 LK0642'
 LK0642'IT IS 163.2 FEET OR 49.74 METERS BETWEEN THE REFERENCE MARKS.
 LK0642'
 LK0642'THE AZIMUTH MARK, STAMPED BUTCHER 1934 1963, IS A STANDARD
 LK0642'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT
 LK0642'THAT PROJECTS 1 INCH.  IT IS 27 FEET EAST OF THE CENTER OF A
 LK0642'ROAD, 58 FEET NORTH OF THE CENTER OF A ROAD, 2 FEET SOUTH OF A
 LK0642'POWER POLE, AND 2.8 FEET SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1020 ***********************************************************************
 JK1020  DESIGNATION -  BUTLER BUTTE
 JK1020  PID         -  JK1020
 JK1020  STATE/COUNTY-  CO/PUEBLO
 JK1020  USGS QUAD   -  CHICOS WELL (1970)
 JK1020
 JK1020                         *CURRENT SURVEY CONTROL
 JK1020  ___________________________________________________________________
 JK1020* NAD 83(1992)-  38 07 16.01129(N)    104 17 55.49701(W)     ADJUSTED  
 JK1020* NAVD 88     -      1485.02   (+/-2cm)    4872.1    (feet)  VERTCON   
 JK1020  ___________________________________________________________________
 JK1020  LAPLACE CORR-          -5.43  (seconds)                    DEFLEC99
 JK1020  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 JK1020
 JK1020  HORZ ORDER  -  SECOND
 JK1020  VERT ORDER  -  THIRD ? (See Below)
 JK1020
 JK1020.The horizontal coordinates were established by classical geodetic methods
 JK1020.and adjusted by the National Geodetic Survey in January 1993..
 JK1020
 JK1020.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1020.The vertical order pertains to the NGVD 29 superseded value.
 JK1020
 JK1020.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1020
 JK1020.The geoid height was determined by GEOID03.
 JK1020
 JK1020;                    North         East     Units Scale Factor Converg.
 JK1020;SPC CO S     -   466,900.031 1,019,729.549   MT  0.99995790   +0 44 12.6
 JK1020;SPC CO S     - 1,531,821.19  3,345,562.70   sFT  0.99995790   +0 44 12.6
 JK1020;UTM  13      - 4,219,485.250   561,466.924   MT  0.99964653   +0 25 58.5
 JK1020
 JK1020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1020!SPC CO S     -   0.99977020  x   0.99995790  =   0.99972811
 JK1020!UTM  13      -   0.99977020  x   0.99964653  =   0.99941681
 JK1020
 JK1020:                Primary Azimuth Mark                     Grid Az
 JK1020:SPC CO S     -  FOWLER WATER TANK                        087 41 08.2
 JK1020:UTM  13      -  FOWLER WATER TANK                        087 59 22.3
 JK1020
 JK1020|---------------------------------------------------------------------|
 JK1020| PID    Reference Object                     Distance      Geod. Az  |
 JK1020|                                                           dddmmss.s |
 JK1020| JK1013 FOWLER WATER TANK                   APPROX.24.1 KM 0882520.8 |
 JK1020| CM8556 BUTLER BUTTE AZ MK                                 1592718.1 |
 JK1020| CM8558 BUTLER BUTTE RM 2                     8.360 METERS 22354     |
 JK1020| CM8557 BUTLER BUTTE RM 1                     7.382 METERS 31236     |
 JK1020|---------------------------------------------------------------------|
 JK1020
 JK1020                          SUPERSEDED SURVEY CONTROL
 JK1020
 JK1020  NAD 83(1986)-  38 07 15.99555(N)    104 17 55.49120(W) AD(       ) 2
 JK1020  NAD 27      -  38 07 15.98300(N)    104 17 53.60000(W) AD(       ) 2
 JK1020  NGVD 29 (07/19/86) 1484.22   (m)         4869.5    (f) LEVELING    3  
 JK1020
 JK1020.Superseded values are not recommended for survey control.
 JK1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1020.See file dsdata.txt to determine how the superseded data were derived.
 JK1020
 JK1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6146719485(NAD 83)
 JK1020_MARKER: P = PIPE CAP
 JK1020_SETTING: 0 = UNSPECIFIED SETTING
 JK1020
 JK1020  HISTORY     - Date     Condition        Report By
 JK1020  HISTORY     - 1952     MONUMENTED       USGS
 JK1020  HISTORY     - 1958     GOOD             CGS
 JK1020  HISTORY     - 1958     GOOD             CGS
 JK1020  HISTORY     - 1971     GOOD             NGS
 JK1020
 JK1020                          STATION DESCRIPTION
 JK1020
 JK1020'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (LGT)
 JK1020'THE STATION MARK, A U.S. GEOLOGICAL SURVEY BENCH MARK, IS LOCATED
 JK1020'ABOUT 15 MILES WEST OF FOWLER, ABOUT 8 MILES SOUTH-SOUTHWEST OF
 JK1020'AVONDALE AND ABOUT 3 MILES NORTHWEST OF THE NEPESTA RESERVOIR
 JK1020'IN SECTION-34 T-22.S R-62.W AND ON THE SOUTH END OF A LOW ROLLING
 JK1020'HILL OR RIDGE CALLED HOOKER HILLS AND IS BETTER KNOWN LOCALLY
 JK1020'AS BUTLER BUTTE.
 JK1020'
 JK1020'REACHED FROM THE POST OFFICE IN AVONDALE BY DRIVING EAST ALONG
 JK1020'U.S. HIGHWAY 50 FOR 5.4 MILES TO THE THIRD ROAD RIGHT (SOUTH)
 JK1020'WEST.  TURN RIGHT (WEST) AND FOLLOW THE ROAD FOR 1.0 MILE TO
 JK1020'A SIDE ROAD LEFT WHICH IS OPPOSITE A FRAME HOUSE.  TURN LEFT,
 JK1020'CROSS CATTLE GUARD, AND CONTINUE SOUTH FOR 1.0 MILE TO A
 JK1020'CROSSROAD.  CONTINUE STRAIGHT AHEAD FOR 2.0 MILES TO A WIRE
 JK1020'GATE.  PASS THROUGH AND CONTINUE ALONG THE MAIN TRAVELED ROAD FOR
 JK1020'2.3 MILES TO AN EARTH FILLED DAM FORMING A SMALL RESERVOIR
 JK1020'AND A WIRE GATE AND THE AZIMUTH MARK ON THE RIGHT AS
 JK1020'DESCRIBED BELOW.  PASS THROUGH THE GATE, TURN RIGHT AND
 JK1020'CONTINUE NORTH ALONG THE WEST SIDE OF FENCE FOR 0.35 MILE
 JK1020'TO A TRACK ROAD LEFT.  TURN LEFT AND GO 0.1 MILE THENCE LEFT FOR
 JK1020'0.05 MILE TO THE TOP OF THE HILL AND THE STATION.
 JK1020'
 JK1020'THE STATION MARK CONSISTS OF A BRONZE CAP RIVETED TO THE TOP
 JK1020'OF A 3-INCH IRON PIPE THAT PROJECTS ABOUT 3 INCHES ABOVE
 JK1020'THE SURFACE.  THIS MARK HAS SOME VERY LIGHT MARKS ON IT BUT THERE
 JK1020'IS NOTHING DISTINGUISHABLE AND IS CONSIDERED NOT STAMPED.  IT IS
 JK1020'6 FEET SOUTH-SOUTHWEST OF A 4-INCH SQUARE WITNESS POST.
 JK1020'
 JK1020'REFERENCE MARK 1 IS ABOUT THE SAME ELEVATION AS THE STATION.  IT
 JK1020'IS A STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 JK1020'POST THAT PROJECTS 6 INCHES ABOVE THE SURFACE.  THE MARK IS
 JK1020'STAMPED BUTLER BUTTE USGS NO 1 1952.
 JK1020'
 JK1020'REFERENCE MARK 2 IS ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 JK1020'IT IS A STANDARD DISK SET IN THE TOP OF 12-INCH SQUARE CONCRETE
 JK1020'POST THAT PROJECTS 6 INCHES ABOVE THE SURFACE.  THE MARK IS
 JK1020'STAMPED BUTLER BUTTE USGS NO 2 1952.
 JK1020'
 JK1020'THE AZIMUTH MARK IS 15 FEET NORTH OF THE CENTER LINE OF DIRT
 JK1020'ROAD WHERE IT PASSES THROUGH THE FENCE, 2 FEET WEST OF THE
 JK1020'FENCE AND 6 FEET SOUTH OF A 4-INCH SQUARE WITNESS POST.  THE MARK
 JK1020'IS STAMPED BUTLER BUTTE USGS 1952.
 JK1020
 JK1020                          STATION RECOVERY (1958)
 JK1020
 JK1020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WTJ)
 JK1020'STATION AND ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JK1020
 JK1020                          STATION RECOVERY (1958)
 JK1020
 JK1020'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 JK1020'STATION MARK--A BRONZE CAP, RIVETED TO THE TOP OF AN IRON PIPE,
 JK1020'NOT STAMPED.
 JK1020
 JK1020                          STATION RECOVERY (1971)
 JK1020
 JK1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 JK1020'STATION AND ALL MARKS RECOVERED IN GOOD CONDITION AND AS
 JK1020'DESCRIBED, EXCEPT THAT THE STATION DISK WAS STAMPED BUTLER BUTTE
 JK1020'AT THIS TIME.
 JK1020'
 JK1020'TO REACH FROM THE POST OFFICE IN AVONDALE, GO SOUTH FOR 0.1
 JK1020'MILE TO U.S. HIGHWAY 50.  TURN LEFT AND GO EAST ON HIGHWAY
 JK1020'50 FOR 4.9 MILES TO THE BRIDGE OVER THE ARKANSAS RIVER.  CONTINUE
 JK1020'FOR 0.5 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON
 JK1020'58TH LANE FOR 2.4 MILES TO WHERE THE ROAD TURNS RIGHT.  TURN
 JK1020'RIGHT AND GO WEST FOR 1.0 MILE TO A HOUSE ON THE RIGHT AND SIDE
 JK1020'ROAD LEFT.  TURN LEFT CROSSING CATTLE GUARD AND GO SOUTH FOR
 JK1020'1.0 MILE TO A CROSSROAD.  CONTINUE SOUTH FOR 1.3 MILES TO
 JK1020'A CATTLE GUARD, THENCE 0.5 MILE TO A FORK.  TAKE RIGHT FORK
 JK1020'AND GO SOUTHWESTERLY FOR 2.2 MILES TO AN EARTH DAM AND FORK
 JK1020'JUST SOUTH OF DAM.  TAKE RIGHT FORK AND GO 0.1 MILE TO A
 JK1020'WIRE GATE AND AZIMUTH JUST NORTH OF GATE.  PASS THROUGH GATE
 JK1020'THEN TURN RIGHT AND GO NORTH ALONG WEST SIDE OF FENCE
 JK1020'FOR 0.35 MILE TO A DIM TRACK ROAD LEFT.  TURN LEFT AND GO
 JK1020'WEST FOR 0.1 MILE THEN BEAR LEFT AND GO 0.05 MILE TO TOP OF
 JK1020'BUTTE AND STATION.
 JK1020'
 JK1020'THE STATION WAS NOT OCCUPIED AT THIS TIME BY AN OBSERVING
 JK1020'UNIT.
 JK1020'
 JK1020'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 JK1020'SOUTH-SOUTHWEST OF AVONDALE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5150 ***********************************************************************
 AC5150  DESIGNATION -  BUTLER RANCH
 AC5150  PID         -  AC5150
 AC5150  STATE/COUNTY-  CO/PUEBLO
 AC5150  USGS QUAD   -  DOYLE BRIDGE (1970)
 AC5150
 AC5150                         *CURRENT SURVEY CONTROL
 AC5150  ___________________________________________________________________
 AC5150* NAD 83(1992)-  38 00 13.25327(N)    104 29 11.55719(W)     ADJUSTED  
 AC5150* NAVD 88     -      1544.3    (meters)    5067.     (feet)  GPS OBS   
 AC5150  ___________________________________________________________________
 AC5150  X           -  -1,259,113.047 (meters)                     COMP
 AC5150  Y           -  -4,873,350.233 (meters)                     COMP
 AC5150  Z           -   3,906,704.932 (meters)                     COMP
 AC5150  LAPLACE CORR-          -7.34  (seconds)                    DEFLEC99
 AC5150  ELLIP HEIGHT-        1525.01  (meters)          (12/03/02) GPS OBS
 AC5150  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 AC5150
 AC5150  HORZ ORDER  -  FIRST
 AC5150  ELLP ORDER  -  FOURTH    CLASS II
 AC5150
 AC5150.The horizontal coordinates were established by GPS observations
 AC5150.and adjusted by the National Geodetic Survey in January 1997..
 AC5150
 AC5150.The orthometric height was determined by GPS observations and a
 AC5150.high-resolution geoid model.
 AC5150
 AC5150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5150
 AC5150.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5150
 AC5150.The ellipsoidal height was determined by GPS observations
 AC5150.and is referenced to NAD 83.
 AC5150
 AC5150.The geoid height was determined by GEOID03.
 AC5150
 AC5150;                    North         East     Units Scale Factor Converg.
 AC5150;SPC CO S     -   453,671.438 1,003,405.525   MT  0.99994976   +0 37 17.9
 AC5150;SPC CO S     - 1,488,420.38  3,292,006.29   sFT  0.99994976   +0 37 17.9
 AC5150;UTM  13      - 4,206,347.851   545,077.988   MT  0.99962503   +0 18 58.1
 AC5150
 AC5150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5150!SPC CO S     -   0.99976076  x   0.99994976  =   0.99971053
 AC5150!UTM  13      -   0.99976076  x   0.99962503  =   0.99938588
 AC5150
 AC5150                          SUPERSEDED SURVEY CONTROL
 AC5150
 AC5150  ELLIP H (01/17/97) 1525.01   (m)                       GP(       ) 1 1
 AC5150
 AC5150.Superseded values are not recommended for survey control.
 AC5150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5150.See file dsdata.txt to determine how the superseded data were derived.
 AC5150
 AC5150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC4507806348(NAD 83)
 AC5150_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5150_STAMPING: BUTLER RANCH 1995
 AC5150_MARK LOGO: NGS   
 AC5150_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC5150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5150+STABILITY: SURFACE MOTION
 AC5150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5150+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5150
 AC5150  HISTORY     - Date     Condition        Report By
 AC5150  HISTORY     - 1995     MONUMENTED       CO-101
 AC5150
 AC5150                          STATION DESCRIPTION
 AC5150
 AC5150'DESCRIBED BY PUEBLO COUNTY COLORADO 1995 (KCH)
 AC5150'THE STATION IS LOCATED IN SOUTH-CENTRAL PUEBLO COUNTY, ABOUT 20.0 MI
 AC5150'(32.2 KM) SOUTH-SOUTHEAST OF DOWNTOWN PUEBLO, 8.8 MI (14.2 KM)
 AC5150'EAST-NORTHEAST OF CEDARWOOD, 2.2 MI (3.5 KM) SOUTHWEST OF THE BUTLER
 AC5150'RANCH HEADQUARTERS IN THE CENTER OF SECTION 31 T23S R63W OF THE 6TH
 AC5150'PM. OWNERSHIP-- THE STATION IS SITUATED ON THE PREMISES OF THE BUTLER
 AC5150'RANCH, OWNED BY THE PAUL BUTLER TRUST. PERMISSION TO ACCESS CAN BE
 AC5150'ARRANGED BY CONTACTING DAN KIPP, BUTLER RANCH MANAGER, 121 E. PIKES
 AC5150'PEAK RM 446, COLORADO SPRINGS, CO 80903, (719) 630-1706. AFTER
 AC5150'OBTAINING PERMISSION TO ACCESS, VISITS TO THE BUTLER RANCH PREMISES
 AC5150'CAN BE ARRANGED BY CONTACTING RANCH FOREMAN RICK TUNE (719) 948-3435.
 AC5150'TO REACH THE STATION FROM THE INTERSECTION OF US HWY 50 AND 27TH LANE,
 AC5150'GO SOUTH 2.9 MI (4.7 KM) ON 27TH LANE TO THE SIGN MARKING THE END OF
 AC5150'27TH LANE AND THE BEGINNING OF DOYLE ROAD.  CONTINUE SOUTHEAST 8.4 MI
 AC5150'(13.5 KM) ON DOYLE ROAD TO AN INTERSECTING N-S ROAD, BROADACRE ROAD.
 AC5150'TURN RIGHT, SOUTH, ON BROADACRE ROAD FOR 4.25 MI (6.84 KM) TO A CATTLE
 AC5150'GUARD AND GATEWAY AT THE ENTRANCE TO THE BUTLER RANCH. CONTINUE SOUTH
 AC5150'ON A GRAVEL ROAD 1.0 MI (1.6 KM) TO A SIDE ROAD LEFT, THE ENTRANCE TO
 AC5150'THE BUTLER RANCH HEADQUARTERS. CONTINUE SOUTH ON THE MAIN RANCH ROAD
 AC5150'0.2 MI (0.3 KM) TO A CATTLE GUARD.  CONTINUE SOUTH ON THE MAIN RANCH
 AC5150'ROAD 0.6 MI (1.0 KM) TO A  Y  IN THE ROAD.  TAKE THE LEFT FORK SOUTH
 AC5150'0.05 MI (0.08 KM) TO A CATTLE GUARD AND A CORRAL TO THE RIGHT.
 AC5150'CONTINUE SOUTH ON THE MAIN RANCH ROAD 0.2 MI (0.3 KM) TO THE BOTTOM OF
 AC5150'A DRAW.  CONTINUE SOUTH ON THE MAIN RANCH ROAD 0.5 MI (0.8 KM) ,
 AC5150'FOLLOWING A TELEPHONE LINE, TO A  Y  IN THE ROAD. TAKE THE RIGHT FORK,
 AC5150'FOLLOWING THE MAIN RANCH ROAD SOUTHWEST 0.4 MI (0.6 KM) TO A SIDE ROAD
 AC5150'LEFT LEADING TO A WINDMILL AND WATER TANK.  CONTINUE AHEAD, WEST, ON
 AC5150'THE MAIN RANCH ROAD 0.6 MI (1.0 KM) TO A CATTLE GUARD. THE STATION IS
 AC5150'LOCATED SOUTH OF THE CATTLE GUARD JUST INSIDE A N-S FENCELINE. THE
 AC5150'MARK IS A STANDARD NGS BRASS HORIZONTAL CONTROL DISK SET IN A
 AC5150'CYLANDRICAL MASS OF CONCRETE 1.5 FT (0.5 M) IN DIAMETER AND 5 FT (1.5
 AC5150'M) DEEP PROJECTING ABOUT 2 CM ABOVE THE GROUND.  IT IS 1.25 M (4.10
 AC5150'FT) EAST OF A CARSONITE WITNESS POST, 8.5 M (27.9 FT) SOUTH OF THE
 AC5150'CENTERLINE OF THE ROAD, 8.6 M (28.2 FT) SOUTH OF THE CENTER OF A
 AC5150'CATTLE GUARD, 1.4 M (4.6 FT) EAST OF A N-S FENCE, AND ABOUT 1 M (3.3
 AC5150'FT) ABOVE THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0344 ***********************************************************************
 HJ0344  DESIGNATION -  BUTTE
 HJ0344  PID         -  HJ0344
 HJ0344  STATE/COUNTY-  CO/PROWERS
 HJ0344  USGS QUAD   -  TWO BUTTES RESERVOIR (1971)
 HJ0344
 HJ0344                         *CURRENT SURVEY CONTROL
 HJ0344  ___________________________________________________________________
 HJ0344* NAD 83(1992)-  37 39 33.91687(N)    102 32 32.06970(W)     ADJUSTED  
 HJ0344* NAVD 88     -      1437.     (meters)    4715.     (feet)  SCALED    
 HJ0344  ___________________________________________________________________
 HJ0344  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 HJ0344  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 HJ0344
 HJ0344  HORZ ORDER  -  FIRST
 HJ0344
 HJ0344.The horizontal coordinates were established by classical geodetic methods
 HJ0344.and adjusted by the National Geodetic Survey in January 1993..
 HJ0344
 HJ0344.The orthometric height was scaled from a topographic map.
 HJ0344
 HJ0344.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0344
 HJ0344.The geoid height was determined by GEOID03.
 HJ0344
 HJ0344;                    North         East     Units Scale Factor Converg.
 HJ0344;SPC CO S     -   419,111.447 1,175,329.226   MT  0.99995003   +1 48 51.2
 HJ0344;SPC CO S     - 1,375,034.81  3,856,059.30   sFT  0.99995003   +1 48 51.2
 HJ0344;UTM  13      - 4,170,870.089   716,795.759   MT  1.00017895   +1 30 07.9
 HJ0344
 HJ0344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0344!SPC CO S     -   0.99977825  x   0.99995003  =   0.99972829
 HJ0344!UTM  13      -   0.99977825  x   1.00017895  =   0.99995716
 HJ0344
 HJ0344|---------------------------------------------------------------------|
 HJ0344| PID    Reference Object                     Distance      Geod. Az  |
 HJ0344|                                                           dddmmss.s |
 HJ0344| CM8560 BUTTE RM 1                            5.091 METERS 05739     |
 HJ0344| CM8561 BUTTE RM 2                            5.790 METERS 12824     |
 HJ0344| CM8559 BUTTE AZ MK                                        1695724.9 |
 HJ0344|---------------------------------------------------------------------|
 HJ0344
 HJ0344                          SUPERSEDED SURVEY CONTROL
 HJ0344
 HJ0344  NAD 83(1986)-  37 39 33.91508(N)    102 32 32.06028(W) AD(       ) 1
 HJ0344  NAD 27      -  37 39 33.88123(N)    102 32 30.36803(W) AD(       ) 1
 HJ0344
 HJ0344.Superseded values are not recommended for survey control.
 HJ0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0344.See file dsdata.txt to determine how the superseded data were derived.
 HJ0344
 HJ0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB1679670870(NAD 83)
 HJ0344_MARKER: DS = TRIANGULATION STATION DISK
 HJ0344_SETTING: 66 = SET IN ROCK OUTCROP
 HJ0344
 HJ0344  HISTORY     - Date     Condition        Report By
 HJ0344  HISTORY     - 1953     MONUMENTED       CGS
 HJ0344
 HJ0344                          STATION DESCRIPTION
 HJ0344
 HJ0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HJ0344'THE STATION IS LOCATED ON THE TOP OF THE SOUTHERN AND HIGHEST
 HJ0344'POINT OF TWO BUTTES, A PROMINENT, DOUBLE-POINTED BUTTE, ABOUT
 HJ0344'10 MILES AIRLINE NORTHWEST OF THE VILLAGE OF TWO BUTTES,
 HJ0344'ABOUT 18 MILES AIRLINE NORTH-NORTHEAST OF SPRINGFIELD, AND
 HJ0344'ABOUT 30 MILES AIRLINE SOUTH OF LAMAR.
 HJ0344'
 HJ0344'TO REACH THE STATION FROM THE BACA COUNTY COURTHOUSE IN
 HJ0344'SPRINGFIELD GO NORTH ON U.S. HIGHWAY 287 FOR 10.3 MILES TO
 HJ0344'STATE ROAD 116 ON THE RIGHT.  KEEP STRAIGHT AHEAD ON U.S.
 HJ0344'HIGHWAY 287 AND GO NORTH 7.7 MILES TO A CROSS ROAD.  TURN
 HJ0344'RIGHT AS PER SIGN, TWO BUTTES AND GO EAST 0.9 MILE TO A FORK.
 HJ0344'KEEP STRAIGHT AHEAD ON THE RIGHT FORK AND GO 3.0 MILES TO
 HJ0344'A FORK.  TURN RIGHT AND GO 0.5 MILE TO A CATTLE GUARD
 HJ0344'ON THE LEFT.  TURN LEFT, CROSS THE CATTLE GUARD, AND GO
 HJ0344'NORTHEAST 0.15 MILE TO THE BASE OF THE BUTTE.  PACK NORTHEAST
 HJ0344'10 MINUTES TO THE TOP OF THE BUTTE AND THE STATION.
 HJ0344'
 HJ0344'THE STATION MARK IS A STANDARD DISK STAMPED, BUTTE 1953
 HJ0344'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS
 HJ0344'FLUSH WITH THE SURROUNDING ROCK.
 HJ0344'
 HJ0344'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED, BUTTE
 HJ0344'NO 1 1953 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 HJ0344'THAT IS FLUSH WITH THE SURROUNDING ROCK.  IT IS 1 FOOT
 HJ0344'HIGHER THAN THE STATION.
 HJ0344'
 HJ0344'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED, BUTTE
 HJ0344'NO 2 1953 CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 HJ0344'THAT IS FLUSH WITH THE SURROUNDING ROCK.  IT IS 3 FEET LOWER
 HJ0344'THAN THE STATION.
 HJ0344'
 HJ0344'THE AZIMUTH MARK IS LOCATED ON THE EAST SIDE OF A GRAVELED
 HJ0344'ROAD AND IS A STANDARD DISK STAMPED, BUTTE 1953 CEMENTED
 HJ0344'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 3
 HJ0344'INCHES ABOVE THE GROUND.  IT IS 2 FEET EAST OF A 2-FOOT CAIRN,
 HJ0344'23 FEET EAST OF A FENCE LINE, 36 FEET SOUTHEAST OF A GATE,
 HJ0344'AND 75 FEET EAST OF THE CENTERLINE OF THE ROAD.  TO REACH
 HJ0344'THE AZIMUTH MARK FROM THE CATTLE GUARD MENTIONED ABOVE,
 HJ0344'GO EAST AND SOUTH ON A GRAVELED ROAD 0.8 MILE TO A CAIRN
 HJ0344'AND THE AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9857 ***********************************************************************
 AG9857  DESIGNATION -  BUTTERFIELD
 AG9857  PID         -  AG9857
 AG9857  STATE/COUNTY-  CO/MORGAN
 AG9857  USGS QUAD   -  HUEY RANCH (1984)
 AG9857
 AG9857                         *CURRENT SURVEY CONTROL
 AG9857  ___________________________________________________________________
 AG9857* NAD 83(1992)-  40 03 32.20373(N)    103 44 08.40929(W)     ADJUSTED  
 AG9857* NAVD 88     -      1375.8    (meters)    4514.     (feet)  GPS OBS   
 AG9857  ___________________________________________________________________
 AG9857  X           -  -1,160,985.753 (meters)                     COMP
 AG9857  Y           -  -4,749,702.467 (meters)                     COMP
 AG9857  Z           -   4,083,869.951 (meters)                     COMP
 AG9857  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 AG9857  ELLIP HEIGHT-        1356.12  (meters)          (12/03/02) GPS OBS
 AG9857  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 AG9857
 AG9857  HORZ ORDER  -  FIRST
 AG9857  ELLP ORDER  -  FOURTH    CLASS II
 AG9857
 AG9857.The horizontal coordinates were established by GPS observations
 AG9857.and adjusted by the National Geodetic Survey in August 1998..
 AG9857
 AG9857.The orthometric height was determined by GPS observations and a
 AG9857.high-resolution geoid model.
 AG9857
 AG9857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9857
 AG9857.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9857
 AG9857.The ellipsoidal height was determined by GPS observations
 AG9857.and is referenced to NAD 83.
 AG9857
 AG9857.The geoid height was determined by GEOID03.
 AG9857
 AG9857;                    North         East     Units Scale Factor Converg.
 AG9857;SPC CO N     -   386,862.709 1,064,919.619   MT  0.99996242   +1 08 24.0
 AG9857;SPC CO N     - 1,269,232.07  3,493,823.78   sFT  0.99996242   +1 08 24.0
 AG9857;UTM  13      - 4,435,065.382   607,831.559   MT  0.99974314   +0 48 49.6
 AG9857
 AG9857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9857!SPC CO N     -   0.99978730  x   0.99996242  =   0.99974973
 AG9857!UTM  13      -   0.99978730  x   0.99974314  =   0.99953050
 AG9857
 AG9857                          SUPERSEDED SURVEY CONTROL
 AG9857
 AG9857  ELLIP H (08/11/98) 1356.14   (m)                       GP(       ) 4 1
 AG9857
 AG9857.Superseded values are not recommended for survey control.
 AG9857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9857.See file dsdata.txt to determine how the superseded data were derived.
 AG9857
 AG9857_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE0783235065(NAD 83)
 AG9857_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9857_STAMPING: BUTTERFIELD 1997
 AG9857_MARK LOGO: NGS   
 AG9857_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9857+STABILITY: SURFACE MOTION
 AG9857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9857+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AG9857
 AG9857  HISTORY     - Date     Condition        Report By
 AG9857  HISTORY     - 1997     MONUMENTED       NGS
 AG9857
 AG9857                          STATION DESCRIPTION
 AG9857
 AG9857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AG9857'THE STATION IS LOCATED ABOUT 15 MI (24.1 KM) SOUTH-SOUTHWEST OF BRUSH,
 AG9857'14 MI (22.5 KM) SOUTH-SOUTHEAST OF FORT MORGAN AND 3 MI (4.8 KM)
 AG9857'EAST-SOUTHEAST OF TWELVEMILE CORNER, IN THE NORTHWEST 1/4 OF SECTION
 AG9857'14, T 1 N, R 57 W.  OWNERSHIP--MORGAN COUNTY ROAD RIGHT-OF-WAY  TO
 AG9857'REACH THE STATION FROM THE INTERSECTION OF MORGAN COUNTY ROAD 19 AND
 AG9857'MORGAN COUNTY ROAD F, AT TWELVEMILE CORNER, GO EAST ON COUNTY ROAD F
 AG9857'FOR 1.0 MI (1.6 KM) A T-INTERSECTION, COUNTY ROAD 20.  TURN RIGHT,
 AG9857'SOUTH ON COUNTY ROAD 20 FOR 1.0 MI (1.6 KM) TO A SIDE ROAD LEFT,
 AG9857'COUNTY ROAD E.  TURN LEFT, EAST, ON COUNTY ROAD E FOR 2.0 MI (3.2 KM)
 AG9857'TO THE SIDE ROAD LEFT, COUNTY ROAD 22 AND THE STATION IN THE SOUTHEAST
 AG9857'CORNER  THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 40 CM
 AG9857'CONCRETE POST, PROJECTING 2 CM ABOVE THE GROUND.  IT IS 19.6 M (64.3
 AG9857'FT) EAST FROM THE CENTER OF COUNTY ROAD 22, 10.2 M (33.5 FT)
 AG9857'EAST-NORTHEAST FROM A POWER POLE NUMBER 50021, 10.1 M (33.1 FT) EAST
 AG9857'FROM A PIPE FENCE CORNER, 9.5 M (31.2 FT) SOUTH FROM THE CENTER OF
 AG9857'COUNTY ROAD E, 0.8 M (2.6 FT) NORTH FROM THE RIGHT-OF-WAY FENCE AND
 AG9857'0.6 M (2.0 FT) EAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1179 ***********************************************************************
 JK1179  DESIGNATION -  BUTTES
 JK1179  PID         -  JK1179
 JK1179  STATE/COUNTY-  CO/EL PASO
 JK1179  USGS QUAD   -  BUTTES (1994)
 JK1179
 JK1179                         *CURRENT SURVEY CONTROL
 JK1179  ___________________________________________________________________
 JK1179* NAD 83(1992)-  38 37 08.88244(N)    104 44 44.91369(W)     ADJUSTED  
 JK1179* NAVD 88     -      1727.78   (+/-2cm)    5668.6    (feet)  VERTCON   
 JK1179  ___________________________________________________________________
 JK1179  LAPLACE CORR-         -11.79  (seconds)                    DEFLEC99
 JK1179  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 JK1179
 JK1179  HORZ ORDER  -  THIRD
 JK1179  VERT ORDER  -  THIRD ? (See Below)
 JK1179
 JK1179.The horizontal coordinates were established by classical geodetic methods
 JK1179.and adjusted by the National Geodetic Survey in January 1993..
 JK1179
 JK1179.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1179.The vertical order pertains to the NGVD 29 superseded value.
 JK1179
 JK1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1179
 JK1179.The geoid height was determined by GEOID03.
 JK1179
 JK1179;                    North         East     Units Scale Factor Converg.
 JK1179;SPC CO C     -   392,302.882   980,080.801   MT  0.99997105   +0 28 32.4
 JK1179;SPC CO C     - 1,287,080.37  3,215,481.76   sFT  0.99997105   +0 28 32.4
 JK1179;UTM  13      - 4,274,543.494   522,128.343   MT  0.99960603   +0 09 31.1
 JK1179
 JK1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1179!SPC CO C     -   0.99973180  x   0.99997105  =   0.99970286
 JK1179!UTM  13      -   0.99973180  x   0.99960603  =   0.99933794
 JK1179
 JK1179:                Primary Azimuth Mark                     Grid Az
 JK1179:SPC CO C     -  FOUNTAIN                                 341 43 15.4
 JK1179:UTM  13      -  FOUNTAIN                                 342 02 16.7
 JK1179
 JK1179|---------------------------------------------------------------------|
 JK1179| PID    Reference Object                     Distance      Geod. Az  |
 JK1179|                                                           dddmmss.s |
 JK1179| JK0871 FOUNTAIN                            APPROX. 7.9 KM 3421147.8 |
 JK1179|---------------------------------------------------------------------|
 JK1179
 JK1179                          SUPERSEDED SURVEY CONTROL
 JK1179
 JK1179  NAD 83(1986)-  38 37 08.85905(N)    104 44 44.90018(W) AD(       ) 3
 JK1179  NAD 27      -  38 37 08.88398(N)    104 44 42.99205(W) AD(       ) 3
 JK1179  NGVD 29 (07/19/86) 1726.79   (m)         5665.3    (f) LEVELING    3  
 JK1179
 JK1179.Superseded values are not recommended for survey control.
 JK1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1179.See file dsdata.txt to determine how the superseded data were derived.
 JK1179
 JK1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC2212874543(NAD 83)
 JK1179_MARKER: DD = SURVEY DISK
 JK1179_SETTING: 0 = UNSPECIFIED SETTING
 JK1179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK1179
 JK1179  HISTORY     - Date     Condition        Report By
 JK1179  HISTORY     - 1947     MONUMENTED       USGS
 JK1179
 JK1179                          STATION DESCRIPTION
 JK1179
 JK1179'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JK1179'LOCATED IN SEC. 35, T 16 S, R 66 W.
 JK1179'
 JK1179'TO REACH STATION CROSS BRIDGE OVER FOUNTAIN CREEK S. OF FOUNTAIN,
 JK1179'COLORADO, ON U.S. HIGHWAYS 85 AND 87, TURN W. ON FIRST RD. AT S.
 JK1179'END OF BRIDGE AND FOLLOW MAIN RD. IN A SOUTHWESTERLY DIRECTION
 JK1179'FOR 6.5 MI. TO POINT WHERE RD. TURNS E. AT EDGE OF CAMP CARSON
 JK1179'MILITARY RESERVATION AND STATION SITE.  THE STATION IS LOCATED
 JK1179'APPROXIMATELY 1,000 FT. SE. FROM RD. CORNER AT TOP OF RISE AND
 JK1179'AT HEAD OF SMALL DRAIN.
 JK1179'
 JK1179'STATION MARK--STANDARD TABLET SET IN A CONCRETE POST, STAMPED ---D
 JK1179'1947 BUTTES---.
 JK1179'
 JK1179'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0226 ***********************************************************************
 KK0226  DESIGNATION -  BUZZ
 KK0226  PID         -  KK0226
 KK0226  STATE/COUNTY-  CO/ELBERT
 KK0226  USGS QUAD   -  ELIZABETH (1994)
 KK0226
 KK0226                         *CURRENT SURVEY CONTROL
 KK0226  ___________________________________________________________________
 KK0226* NAD 83(1992)-  39 18 43.89089(N)    104 33 51.41041(W)     ADJUSTED  
 KK0226* NAVD 88     -      2075.950  (meters)    6810.85   (feet)  POSTED    
 KK0226  ___________________________________________________________________
 KK0226  LAPLACE CORR-          -4.87  (seconds)                    DEFLEC99
 KK0226  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 KK0226  DYNAMIC HT  -        2073.770 (meters)    6803.69  (feet)  COMP
 KK0226  MODELED GRAV-     979,500.5   (mgal)                       NAVD 88
 KK0226
 KK0226  HORZ ORDER  -  FIRST
 KK0226  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0226
 KK0226.The horizontal coordinates were established by classical geodetic methods
 KK0226.and adjusted by the National Geodetic Survey in January 1993..
 KK0226
 KK0226.The orthometric height was determined by differential leveling
 KK0226.and adjusted by the National Geodetic Survey in 1992..
 KK0226.No vertical observational check was made to the station.
 KK0226.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0226.was located on a no-check spur therefore a value was not computed.
 KK0226
 KK0226.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK0226
 KK0226.The geoid height was determined by GEOID03.
 KK0226
 KK0226.The dynamic height is computed by dividing the NAVD 88
 KK0226.geopotential number by the normal gravity value computed on the
 KK0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0226.degrees latitude (g = 980.6199 gals.).
 KK0226
 KK0226.The modeled gravity was interpolated from observed gravity values.
 KK0226
 KK0226;                    North         East     Units Scale Factor Converg.
 KK0226;SPC CO C     -   469,381.288   995,096.366   MT  0.99994268   +0 35 24.5
 KK0226;SPC CO C     - 1,539,961.78  3,264,745.33   sFT  0.99994268   +0 35 24.5
 KK0226;UTM  13      - 4,351,512.276   537,563.411   MT  0.99961737   +0 16 33.8
 KK0226
 KK0226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK0226!SPC CO C     -   0.99967716  x   0.99994268  =   0.99961986
 KK0226!UTM  13      -   0.99967716  x   0.99961737  =   0.99929465
 KK0226
 KK0226:                Primary Azimuth Mark                     Grid Az
 KK0226:SPC CO C     -  BEE AZ MK                                051 12 58.1
 KK0226:UTM  13      -  BEE AZ MK                                051 31 48.8
 KK0226
 KK0226|---------------------------------------------------------------------|
 KK0226| PID    Reference Object                     Distance      Geod. Az  |
 KK0226|                                                           dddmmss.s |
 KK0226| KK1630 BEE AZ MK                           APPROX. 2.9 KM 0514822.6 |
 KK0226| KK0228 BUZZ RM 1                            10.672 METERS 05557     |
 KK0226| KK1633 BUZZ RM 3                             2.035 METERS 13436     |
 KK0226| KK0232 C E=BUZZ RM2                         10.122 METERS 27850     |
 KK0226| KK1635 ELIZABETH COLO GAS RELAY TOWER      APPROX.12.2 KM 3035613.3 |
 KK0226| KK1634 ELIZABETH COLO ST PATROL MAST       APPROX.12.1 KM 3040800.3 |
 KK0226| KK0233 SAW                                 273.549 METERS 33203     |
 KK0226|---------------------------------------------------------------------|
 KK0226
 KK0226                          SUPERSEDED SURVEY CONTROL
 KK0226
 KK0226  NAD 83(1986)-  39 18 43.88393(N)    104 33 51.40868(W) AD(       ) 1
 KK0226  NAD 27      -  39 18 43.92840(N)    104 33 49.52399(W) AD(       ) 1
 KK0226  NGVD 29 (??/??/92) 2074.913  (m)         6807.44   (f) ADJ UNCH    2 0
 KK0226
 KK0226.Superseded values are not recommended for survey control.
 KK0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0226.See file dsdata.txt to determine how the superseded data were derived.
 KK0226
 KK0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED3756351512(NAD 83)
 KK0226_MARKER: DS = TRIANGULATION STATION DISK
 KK0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0226_STAMPING: BUZZ 1960
 KK0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0226+STABILITY: SURFACE MOTION
 KK0226
 KK0226  HISTORY     - Date     Condition        Report By
 KK0226  HISTORY     - 1960     MONUMENTED       CGS
 KK0226  HISTORY     - 1960     GOOD             NGS
 KK0226  HISTORY     - 1961     GOOD             CGS
 KK0226  HISTORY     - 1984     GOOD             LOCENG
 KK0226
 KK0226                          STATION DESCRIPTION
 KK0226
 KK0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KK0226'THE STATION IS LOCATED ABOUT 7 MILES SOUTHWEST OF KIOWA, 6-1/2
 KK0226'MILES NORTH OF ELBERT, 4-1/4 MILES SOUTHEAST OF ELIZABETH, AND
 KK0226'IN THE NORTHWEST 1/4 OF SECTION 33, T. 8 S., R. 64 W.
 KK0226'
 KK0226'TO REACH THE STATION FROM THE POST OFFICE IN ELIZABETH, GO
 KK0226'EAST ON STATE HIGHWAY 86 FOR 0.3 MILE TO A CROSSROAD.  TURN
 KK0226'RIGHT, SOUTH, AND FOLLOW THE SURFACED ROAD SOUTH, EAST, AND
 KK0226'SOUTH, 3.7 MILES TO A T-ROAD TO THE LEFT.  TURN LEFT, EAST,
 KK0226'AND FOLLOW THE GRAVELED ROAD 0.8 MILE TO A T-ROAD TO THE
 KK0226'LEFT.  TURN LEFT, NORTH, FOR 0.05 MILE TO A GATE ON THE RIGHT,
 KK0226'EAST, SIDE OF THE ROAD.  PASS THROUGH THE GATE, AND FOLLOW THE
 KK0226'TRACK ROAD EAST AND NORTH, 0.15 MILE TO THE TOP OF THE SMALL
 KK0226'HILL AND THE STATION.
 KK0226'
 KK0226'THE STATION MARK, STAMPED BUZZ 1960, IS A STANDARD DISK SET IN
 KK0226'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 KK0226'INCHES.  IT IS 23 FEET SOUTH OF A FENCE AND 4.4 FEET SOUTHWEST
 KK0226'OF THE WITNESS POST.
 KK0226'
 KK0226'REFERENCE MARK NO.1, STAMPED BUZZ NO 1 1960, IS A STANDARD
 KK0226'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 KK0226'PROJECTS 6 INCHES.  IT IS 30.7 FEET NORTHEAST OF THE WITNESS
 KK0226'POST AND 1 FOOT SOUTH OF THE FENCE.
 KK0226'
 KK0226'REFERENCE MARK NO.2, WHICH HASNT ANY STAMPING, IS A U.S. CORPS
 KK0226'OF ENGINEERS DISK SET IN THE TOP OF A 6 INCH SQUARE CONCRETE
 KK0226'POST THAT PROJECTS 3 INCHES.  IT IS 36.5 FEET WEST OF THE WITNESS
 KK0226'POST AND 1.8 FEET NORTH OF A U.S. CORPS OF ENGINEERS WITNESS POST.
 KK0226'
 KK0226'TRIANGULATION STATION BEE CAN BE USED FOR THE AZIMUTH
 KK0226'MARK.  (SEE DESCRIPTION THEREOF.)
 KK0226
 KK0226                          STATION RECOVERY (1960)
 KK0226
 KK0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KK0226'5 MI SE FROM ELIZABETH.
 KK0226'0.3 MILE EAST ALONG COLORADO STATE HIGHWAY 86 FROM THE MAIN
 KK0226'INTERSECTION IN ELIZABETH, THENCE SOUTH ALONG AN OILED ROAD 3.6
 KK0226'MILES, THENCE EAST ON A GRAVELED ROAD 0.8 MILE, THENCE NORTHEAST
 KK0226'TO TOP OF HILL FOR 0.1 MILE.  IT IS 23 FEET SOUTH OF AN EAST-WEST
 KK0226'FENCE LINE AND 4.4 FEET SOUTHWEST OF A METAL WITNESS POST.  IT
 KK0226'IS A STANDARD STATION MARK DISK SET IN THE TOP OF A 12 INCH
 KK0226'SQUARE CONCRETE MONUMENT, WHICH PROJECTS 4 INCHES.
 KK0226
 KK0226                          STATION RECOVERY (1961)
 KK0226
 KK0226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 KK0226'THE STATION MARK, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2
 KK0226'WERE RECOVERED AS DESCRIBED.  ANOTHER REFERENCE MARK WAS
 KK0226'ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.
 KK0226'
 KK0226'THE STATION IS 6 MILES SOUTHWEST OF KIOWA, 4 MILES SOUTHEAST OF
 KK0226'ELIZABETH, IN SECTION 33, T. 8 S., R. 64 W.
 KK0226'
 KK0226'TO REACH THE STATION FROM THE POST OFFICE IN ELIZABETH GO EAST ON
 KK0226'COLORADO STATE HIGHWAY 86 FOR 0.45 MILE TO A CROSSROAD.  TURN
 KK0226'RIGHT, SOUTH, ON AN OILED ROAD AND GO 3.7 MILES TO A SIDE ROAD
 KK0226'LEFT.  TURN LEFT, EAST, AND GO 0.8 MILE TO A SIDE ROAD LEFT.  TURN
 KK0226'LEFT, NORTH, AND GO 0.05 MILE TO A METAL GATE ON THE RIGHT.  TURN
 KK0226'RIGHT THROUGH GATE AND FOLLOW TRACK ROAD EAST AND NORTH TO TOP
 KK0226'OF KNOLL AND THE STATION AS DESCRIBED.
 KK0226'
 KK0226'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 KK0226'SQUARE CONCRETE MONUMENT, WHICH PROJECTS 4 INCHES AND IS STAMPED
 KK0226'BUZZ 1960.  IT IS 23 FEET SOUTH OF AN EAST-WEST FENCE LINE AND
 KK0226'4.4 FEET SOUTHWEST OF A METAL WITNESS POST.
 KK0226'
 KK0226'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 KK0226'10-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 4 INCHES AND
 KK0226'IS STAMPED BUZZ NO 1 1960.  IT IS FEET NORTHEAST OF A METAL
 KK0226'WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.
 KK0226'
 KK0226'REFERENCE MARK NO. 2 IS A U.S. ARMY ENGINEERS DISK SET IN THE
 KK0226'TOP OF A 6 INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 3 INCHES
 KK0226'AND IS STAMPED C-E.  IT IS 36 FEET WEST OF A METAL WITNESS POST,
 KK0226'22 FEET SOUTHWEST OF A FENCE CORNER AND 1.8 FEET NORTH OF A WOODEN
 KK0226'WITNESS POST.
 KK0226'
 KK0226'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN THE TOP OF A
 KK0226'12-INCH SQUARE CONCRETE MONUMENT, WHICH IS SET FLUSH AND IS
 KK0226'STAMPED BUZZ R.M. 3.  IT IS 27.6 FEET SOUTH OF AN EAST-WEST FENCE
 KK0226'LINE AND 8.5 FEET SOUTHEAST OF A METAL WITNESS POST.
 KK0226'
 KK0226'NO AZIMUTH MARK WAS ESTABLISHED AT THIS STATION.
 KK0226
 KK0226                          STATION RECOVERY (1984)
 KK0226
 KK0226'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 (NC)
 KK0226'BUZZ - 1960 (NEAR CENTER S.E. 1/4 - NW 1/4 SEC. 33 T8S R 64 W) FOUND
 KK0226'BRASS DISK IN STANDARD CONC. MONUMENT ON HILLTOP, 200 FEET + OR - E.
 KK0226'OF CENTERLINE PAVED ROAD TO LANDFILL, 150 FEET + OR - S. OF CYCLONE
 KK0226'FE.  STEEL POST AND SIGN 4 FEET N.E.  C.E. CAP IN CONC. NW 33.2
 KK0226'FEET R.M. NO. 3 S.E. 6.7 FEET.
 KK0226'
 KK0226'R.M. NO. 1 E.N.E. 35 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0228 ***********************************************************************
 KK0228  DESIGNATION -  BUZZ RM 1
 KK0228  PID         -  KK0228
 KK0228  STATE/COUNTY-  CO/ELBERT
 KK0228  USGS QUAD   -  ELIZABETH (1994)
 KK0228
 KK0228                         *CURRENT SURVEY CONTROL
 KK0228  ___________________________________________________________________
 KK0228* NAD 83(1986)-  39 18 43.     (N)    104 33 51.     (W)     SCALED    
 KK0228* NAVD 88     -      2075.604  (meters)    6809.71   (feet)  POSTED    
 KK0228  ___________________________________________________________________
 KK0228  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 KK0228  DYNAMIC HT  -        2073.420 (meters)    6802.55  (feet)  COMP
 KK0228  MODELED GRAV-     979,500.6   (mgal)                       NAVD 88
 KK0228
 KK0228  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0228
 KK0228.The horizontal coordinates were scaled from a topographic map and have
 KK0228.an estimated accuracy of +/- 6 seconds.
 KK0228
 KK0228.The orthometric height was determined by differential leveling
 KK0228.and adjusted by the National Geodetic Survey in 1992..
 KK0228.No vertical observational check was made to the station.
 KK0228.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0228.was located on a no-check spur therefore a value was not computed.
 KK0228
 KK0228.The geoid height was determined by GEOID03.
 KK0228
 KK0228.The dynamic height is computed by dividing the NAVD 88
 KK0228.geopotential number by the normal gravity value computed on the
 KK0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0228.degrees latitude (g = 980.6199 gals.).
 KK0228
 KK0228.The modeled gravity was interpolated from observed gravity values.
 KK0228
 KK0228;                    North         East    Units  Estimated Accuracy
 KK0228;SPC CO C     -   469,350.      995,110.      MT  (+/- 180 meters Scaled)
 KK0228
 KK0228                          SUPERSEDED SURVEY CONTROL
 KK0228
 KK0228  NGVD 29 (??/??/92) 2074.567  (m)         6806.31   (f) ADJ UNCH    2 0
 KK0228
 KK0228.Superseded values are not recommended for survey control.
 KK0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0228.See file dsdata.txt to determine how the superseded data were derived.
 KK0228
 KK0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED375514(NAD 83)
 KK0228_MARKER: DR = REFERENCE MARK DISK
 KK0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0228_STAMPING: BUZZ NO 1 1960
 KK0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0228+STABILITY: SURFACE MOTION
 KK0228
 KK0228  HISTORY     - Date     Condition        Report By
 KK0228  HISTORY     - 1960     MONUMENTED       CGS
 KK0228  HISTORY     - 1960     GOOD             NGS
 KK0228
 KK0228                          STATION DESCRIPTION
 KK0228
 KK0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KK0228'5 MI SE FROM ELIZABETH.
 KK0228'0.3 MILE EAST ALONG COLORADO STATE HIGHWAY 86 FROM THE MAIN
 KK0228'INTERSECTION IN ELIZABETH, THENCE SOUTH ALONG AN OILED ROAD 3.6
 KK0228'MILES, THENCE EAST ON A GRAVELED ROAD 0.8 MILE, THENCE NORTHEAST TO
 KK0228'TOP OF HILL FOR 0.1 MILE.  IT IS 30.7 FEET NORTHEAST OF A METAL
 KK0228'WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  THE
 KK0228'MARK IS A STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 10 INCH
 KK0228'SQUARE CONCRETE MONUMENT, WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0459 ***********************************************************************
 JM0459  DESIGNATION -  BWPC 1
 JM0459  PID         -  JM0459
 JM0459  STATE/COUNTY-  CO/MESA
 JM0459  USGS QUAD   -  GATEWAY (1973)
 JM0459
 JM0459                         *CURRENT SURVEY CONTROL
 JM0459  ___________________________________________________________________
 JM0459* NAD 83(1992)-  38 44 30.03663(N)    108 58 05.22381(W)     ADJUSTED  
 JM0459* NAVD 88     -      1909.1    (meters)    6263.     (feet)  VERTCON   
 JM0459  ___________________________________________________________________
 JM0459  LAPLACE CORR-          11.41  (seconds)                    DEFLEC99
 JM0459  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 JM0459
 JM0459  HORZ ORDER  -  THIRD
 JM0459
 JM0459.The horizontal coordinates were established by classical geodetic methods
 JM0459.and adjusted by the National Geodetic Survey in November 1997..
 JM0459
 JM0459.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0459
 JM0459.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0459
 JM0459.The geoid height was determined by GEOID03.
 JM0459
 JM0459;                    North         East     Units Scale Factor Converg.
 JM0459;SPC CO C     -   411,387.562   612,968.569   MT  0.99995546   -2 11 14.3
 JM0459;SPC CO C     - 1,349,694.03  2,011,047.71   sFT  0.99995546   -2 11 14.3
 JM0459;UTM  12      - 4,290,070.825   676,590.325   MT  0.99998402   +1 16 18.8
 JM0459
 JM0459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0459!SPC CO C     -   0.99970338  x   0.99995546  =   0.99965885
 JM0459!UTM  12      -   0.99970338  x   0.99998402  =   0.99968740
 JM0459
 JM0459:                Primary Azimuth Mark                     Grid Az
 JM0459:SPC CO C     -  BEAVER                                   230 11 08.2
 JM0459:UTM  12      -  BEAVER                                   226 43 35.1
 JM0459
 JM0459|---------------------------------------------------------------------|
 JM0459| PID    Reference Object                     Distance      Geod. Az  |
 JM0459|                                                           dddmmss.s |
 JM0459| JM0474 BEAVER                              APPROX. 7.6 KM 2275953.9 |
 JM0459|---------------------------------------------------------------------|
 JM0459
 JM0459                          SUPERSEDED SURVEY CONTROL
 JM0459
 JM0459  NAD 83(1992)-  38 44 30.03116(N)    108 58 05.22963(W) AD(       ) 3
 JM0459  NAD 83(1986)-  38 44 30.03121(N)    108 58 05.22066(W) AD(       ) 3
 JM0459  NAD 27      -  38 44 30.09357(N)    108 58 02.82109(W) AD(       ) 3
 JM0459  NGVD 29 (07/19/86) 1907.9    (m)         6260.     (f) VERT ANG       
 JM0459
 JM0459.Superseded values are not recommended for survey control.
 JM0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0459.See file dsdata.txt to determine how the superseded data were derived.
 JM0459
 JM0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH7659090071(NAD 83)
 JM0459_MARKER: DD = SURVEY DISK
 JM0459_SETTING: 0 = UNSPECIFIED SETTING
 JM0459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0459
 JM0459  HISTORY     - Date     Condition        Report By
 JM0459  HISTORY     - 1947     MONUMENTED       USGS
 JM0459
 JM0459                          STATION DESCRIPTION
 JM0459
 JM0459'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JM0459'LOCATED IN THE SW. 1/4 SEC. 13, T 15 S, R 104 W, ON THE S. EDGE OF
 JM0459'A PINNACLE, ON THE SHARP RIDGE CONNECTING THE PALISADE WITH PINION
 JM0459'MESA.  FROM GATEWAY, COLORADO, N. 4.25 MI. AIRLINE AND 7.25 MI.
 JM0459'BY RD. AND TRAIL.
 JM0459'
 JM0459'TO REACH THE STATION FROM THE SCHOOLHOUSE IN GATEWAY, COLORADO,
 JM0459'PROCEED W. ON COLORADO STATE HIGHWAY 141 0.25 MI. TO RD. INTERSECTION,
 JM0459'THENCE NW. ALONG WINDING COUNTY RD. APPROXIMATELY 4 MI. TO A LARGE
 JM0459'DRAIN CROSSING, THENCE NE. UP DRAIN TO A FORK, THENCE UP RIGHT FORK
 JM0459'TO PINNACLE ON TOP OF RIDGE, APPROXIMATELY 3.25 MI. FROM RD.  THE
 JM0459'STATION IS 25 FT. S. FROM A LONE TREE ON TOP OF PINNACLE.
 JM0459'
 JM0459'STATION MARK--STANDARD BRASS TABLET, STAMPED ---BWPC-1 1947---.
 JM0459'
 JM0459'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1578 ***********************************************************************
 KK1578  DESIGNATION -  BYERS FARMERS UNION GRAIN ELEV
 KK1578  PID         -  KK1578
 KK1578  STATE/COUNTY-  CO/ARAPAHOE
 KK1578  USGS QUAD   -  BYERS (1978)
 KK1578
 KK1578                         *CURRENT SURVEY CONTROL
 KK1578  ___________________________________________________________________
 KK1578* NAD 83(1992)-  39 42 37.61581(N)    104 13 32.14089(W)     ADJUSTED  
 KK1578* NAVD 88     -                                                        
 KK1578  ___________________________________________________________________
 KK1578  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 KK1578  GEOID HEIGHT-         -18.53  (meters)                     GEOID03
 KK1578
 KK1578  HORZ ORDER  -  THIRD
 KK1578
 KK1578.The horizontal coordinates were established by classical geodetic methods
 KK1578.and adjusted by the National Geodetic Survey in January 1993..
 KK1578
 KK1578
 KK1578.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1578
 KK1578.The geoid height was determined by GEOID03.
 KK1578
 KK1578;                    North         East     Units Scale Factor Converg.
 KK1578;SPC CO C     -   513,947.183 1,023,682.062   MT  0.99999242   +0 48 13.5
 KK1578;SPC CO C     - 1,686,175.05  3,358,530.23   sFT  0.99999242   +0 48 13.5
 KK1578;UTM  13      - 4,395,907.303   566,381.736   MT  0.99965425   +0 29 41.3
 KK1578
 KK1578                          SUPERSEDED SURVEY CONTROL
 KK1578
 KK1578  NAD 83(1986)-  39 42 37.61008(N)    104 13 32.13673(W) AD(       ) 4
 KK1578  NAD 27      -  39 42 37.69427(N)    104 13 30.28438(W) AD(       ) 3
 KK1578
 KK1578.Superseded values are not recommended for survey control.
 KK1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1578.See file dsdata.txt to determine how the superseded data were derived.
 KK1578
 KK1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED6638295907(NAD 83)
 KK1578_MARKER: 65 = GRAIN ELEVATOR
 KK1578
 KK1578  HISTORY     - Date     Condition        Report By
 KK1578  HISTORY     - 1960     FIRST OBSERVED   CGS
 KK1578
 KK1578                          STATION DESCRIPTION
 KK1578
 KK1578'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KK1578'THE STATION IS LOCATED NEAR THE CENTER OF BYERS, ABOUT 200 FEET
 KK1578'SOUTH OF U.S. HIGHWAYS 287, 40 AND 36.  IT IS THE CENTER OF A
 KK1578'LARGE CONCRETE STRUCTURE THAT IS MADE UP OF SEVERAL CYLINDRICAL
 KK1578'CONCRETE SILOS.  IT HAS AN OVERALL HEIGHT OF APPROXIMATELY 150
 KK1578'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2042 ***********************************************************************
 KK2042  DESIGNATION -  BYERS PK
 KK2042  PID         -  KK2042
 KK2042  STATE/COUNTY-  CO/GRAND
 KK2042  USGS QUAD   -  BYERS PEAK (1957)
 KK2042
 KK2042                         *CURRENT SURVEY CONTROL
 KK2042  ___________________________________________________________________
 KK2042* NAD 83(1992)-  39 51 51.96701(N)    105 56 50.25851(W)     ADJUSTED  
 KK2042* NAVD 88     -      3905.3    (meters)   12813.     (feet)  VERTCON   
 KK2042  ___________________________________________________________________
 KK2042  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 KK2042  GEOID HEIGHT-         -12.38  (meters)                     GEOID03
 KK2042
 KK2042  HORZ ORDER  -  FIRST
 KK2042
 KK2042.The horizontal coordinates were established by classical geodetic methods
 KK2042.and adjusted by the National Geodetic Survey in January 1993..
 KK2042
 KK2042.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2042
 KK2042.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2042
 KK2042.The geoid height was determined by GEOID03.
 KK2042
 KK2042;                    North         East     Units Scale Factor Converg.
 KK2042;SPC CO N     -   363,865.207   876,131.189   MT  0.99997944   -0 17 20.4
 KK2042;SPC CO N     - 1,193,781.10  2,874,440.41   sFT  0.99997944   -0 17 20.4
 KK2042;SPC CO C     -   530,372.225   876,129.451   MT  1.00002465   -0 16 55.6
 KK2042;SPC CO C     - 1,740,062.87  2,874,434.71   sFT  1.00002465   -0 16 55.6
 KK2042;UTM  13      - 4,413,140.368   418,978.922   MT  0.99968081   -0 36 26.0
 KK2042
 KK2042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2042!SPC CO N     -   0.99938964  x   0.99997944  =   0.99936910
 KK2042!SPC CO C     -   0.99938964  x   1.00002465  =   0.99941428
 KK2042!UTM  13      -   0.99938964  x   0.99968081  =   0.99907065
 KK2042
 KK2042|---------------------------------------------------------------------|
 KK2042| PID    Reference Object                     Distance      Geod. Az  |
 KK2042|                                                           dddmmss.s |
 KK2042| CP6736 BYERS PK RM 2                         3.470 METERS 01033     |
 KK2042| CP6734 BYERS PK AZ MK                                     2175158.7 |
 KK2042| CP6735 BYERS PK RM 1                         4.469 METERS 22107     |
 KK2042|---------------------------------------------------------------------|
 KK2042
 KK2042                          SUPERSEDED SURVEY CONTROL
 KK2042
 KK2042  NAD 83(1986)-  39 51 51.95732(N)    105 56 50.25613(W) AD(       ) 1
 KK2042  NAD 27      -  39 51 52.00400(N)    105 56 48.20400(W) AD(       ) 1
 KK2042  NGVD 29 (07/19/86) 3903.6    (m)        12807.     (f) VERT ANG       
 KK2042
 KK2042.Superseded values are not recommended for survey control.
 KK2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2042.See file dsdata.txt to determine how the superseded data were derived.
 KK2042
 KK2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE1897913140(NAD 83)
 KK2042_MARKER: DS = TRIANGULATION STATION DISK
 KK2042_SETTING: 66 = SET IN ROCK OUTCROP
 KK2042
 KK2042  HISTORY     - Date     Condition        Report By
 KK2042  HISTORY     - 1951     MONUMENTED       CGS
 KK2042  HISTORY     - 1955     GOOD             USGS
 KK2042
 KK2042                          STATION DESCRIPTION
 KK2042
 KK2042'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 KK2042'THE STATION IS LOCATED ON THE SUMMIT OF A HIGH ROCKY PEAK,
 KK2042'THAT IS LOCALLY WELL KNOWN AS BYERS PEAK.  IT IS ABOUT 9 MILES
 KK2042'AIRLINE SOUTHWEST OF FRASER, ABOUT 15-1/2 MILES AIRLINE SOUTH
 KK2042'OF GRANBY, AND ABOUT 17 MILES AIRLINE SOUTHEAST OF HOT SULPHUR
 KK2042'SPRINGS.
 KK2042'
 KK2042'THE STATION IS 15 FEET SOUTH OF A SHARP DROP OFF OR CLIFF.
 KK2042'IT IS A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK THAT
 KK2042'PROJECTS 8 INCHES.  THE DISK IS STAMPED--BYERS PK 1951.
 KK2042'
 KK2042'REFERENCE MARK NUMBER ONE IS ABOUT 2 FEET LOWER THAN THE
 KK2042'STATION.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK
 KK2042'THAT PROJECTS 4 INCHES.  THE DISK IS STAMPED--BYERS PK NO 1 1951.
 KK2042'
 KK2042'REFERENCE MARK NUMBER TWO IS ABOUT THE SAME ELEVATION AS THE
 KK2042'STATION.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 KK2042'SOUTHWEST SIDE OF A SQUARE BOULDER THAT PROJECTS 1 FOOT.
 KK2042'THE DISK IS STAMPED--BYERS PK NO 2 1951.
 KK2042'
 KK2042'THE AZIMUTH MARK IS 4 FEET WEST OF A CLIFF, 4 FEET NORTHEAST
 KK2042'OF A 3-FOOT CAIRN, AND ON THE ROCKY RIDGE THAT RUNS SOUTHWEST
 KK2042'FROM THE PEAK.  IT IS A STANDARD DISK SET IN A DRILL HOLE
 KK2042'IN BEDROCK THAT PROJECTS 2 INCHES.  THE DISK IS STAMPED--BYERS
 KK2042'PK 1951.  TO REACH THE MARK FROM THE STATION PACK SOUTHWEST ALONG
 KK2042'THE ROCKY RIDGE FOR ABOUT 1/4 MILE TO THE MARK JUST BELOW A
 KK2042'ROCKY HUMP.
 KK2042'
 KK2042'TO REACH THE STATION FROM THE POST OFFICE IN FRASER GO WEST
 KK2042'AND SOUTHWEST ON THE MAIN TRAVELED ROAD AS PER SIGNS FRASER
 KK2042'EXPERMENTIAL STATION FOR 4.6 MILES TO A FORK AND THE EXPERMENTIAL
 KK2042'HEADQUARTERS ON THE RIGHT.  TURN RIGHT AS PER SIGN W ST LOUIS
 KK2042'CREEK ROAD AND GO SOUTHWEST ON THE ROAD FOR 3.0 MILES TO A
 KK2042'LARGE SLIDE ON THE ROAD AND THE END OF TRUCK TRAVEL.  FROM
 KK2042'THE SLIDE PACK ALONG THE ROAD FOR ABOUT 1 MILE TO THE END OF
 KK2042'THE ROAD AND THE START OF THE HORSE TRAIL.  PACK ALONG THE
 KK2042'HORSE TRAIL TO A GRASSY SADDLE AT THE HEAD OF WEST ST. LOUIS
 KK2042'CREEK.  FROM THE SADDLE BEAR LEFT AND FOLLOW THE TRAIL ALONG
 KK2042'THE MAIN RIDGE FOR ABOUT 2.0 MILES TO A GRASSY SADDLE ON A
 KK2042'NORTH-SOUTH RIDGE.  AT THE SADDLE BEAR RIGHT AND FOLLOW
 KK2042'THE CREST OF THE RIDGE TO THE SUMMIT OF THE HIGH PEAK AND
 KK2042'THE STATION.  NOTE--THE PACK WILL REQUIRE AT THE LEAST 4
 KK2042'HOURS.
 KK2042'
 KK2042'HEIGHT OF LIGHT ABOVE STATION MARK 1.34 METERS.
 KK2042
 KK2042                          STATION RECOVERY (1955)
 KK2042
 KK2042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 KK2042'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0028 ***********************************************************************
 KJ0028  DESIGNATION -  C 100
 KJ0028  PID         -  KJ0028
 KJ0028  STATE/COUNTY-  CO/YUMA
 KJ0028  USGS QUAD   -  BONNY RESERVOIR NORTH (1968)
 KJ0028
 KJ0028                         *CURRENT SURVEY CONTROL
 KJ0028  ___________________________________________________________________
 KJ0028* NAD 83(1992)-  39 44 44.85315(N)    102 09 50.19550(W)     ADJUSTED  
 KJ0028* NAVD 88     -      1178.725  (meters)    3867.20   (feet)  ADJUSTED  
 KJ0028  ___________________________________________________________________
 KJ0028  LAPLACE CORR-          -3.73  (seconds)                    DEFLEC99
 KJ0028  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 KJ0028  DYNAMIC HT  -        1177.768 (meters)    3864.06  (feet)  COMP
 KJ0028  MODELED GRAV-     979,773.9   (mgal)                       NAVD 88
 KJ0028
 KJ0028  HORZ ORDER  -  THIRD
 KJ0028  VERT ORDER  -  SECOND    CLASS 0
 KJ0028
 KJ0028.The horizontal coordinates were established by classical geodetic methods
 KJ0028.and adjusted by the National Geodetic Survey in January 1993..
 KJ0028
 KJ0028.The orthometric height was determined by differential leveling
 KJ0028.and adjusted by the National Geodetic Survey in June 1991..
 KJ0028
 KJ0028.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0028
 KJ0028.The geoid height was determined by GEOID03.
 KJ0028
 KJ0028.The dynamic height is computed by dividing the NAVD 88
 KJ0028.geopotential number by the normal gravity value computed on the
 KJ0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0028.degrees latitude (g = 980.6199 gals.).
 KJ0028
 KJ0028.The modeled gravity was interpolated from observed gravity values.
 KJ0028
 KJ0028;                    North         East     Units Scale Factor Converg.
 KJ0028;SPC CO N     -   355,973.750 1,200,265.407   MT  0.99999543   +2 09 19.9
 KJ0028;SPC CO N     - 1,167,890.54  3,937,870.76   sFT  0.99999543   +2 09 19.9
 KJ0028;UTM  13      - 4,403,390.294   742,998.563   MT  1.00032703   +1 48 51.2
 KJ0028
 KJ0028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0028!SPC CO N     -   0.99981866  x   0.99999543  =   0.99981409
 KJ0028!UTM  13      -   0.99981866  x   1.00032703  =   1.00014563
 KJ0028
 KJ0028                          SUPERSEDED SURVEY CONTROL
 KJ0028
 KJ0028  NAD 83(1992)-  39 44 44.85196(N)    102 09 50.19408(W) AD(       ) 3
 KJ0028  NGVD 29 (??/??/92) 1178.237  (m)         3865.60   (f) ADJ UNCH    2 0
 KJ0028
 KJ0028.Superseded values are not recommended for survey control.
 KJ0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0028.See file dsdata.txt to determine how the superseded data were derived.
 KJ0028
 KJ0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGE4299903390(NAD 83)
 KJ0028_MARKER: DB = BENCH MARK DISK
 KJ0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0028_STAMPING: C 100 1935
 KJ0028_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KJ0028
 KJ0028  HISTORY     - Date     Condition        Report By
 KJ0028  HISTORY     - 1935     MONUMENTED       CGS
 KJ0028  HISTORY     - 1949     GOOD             USGS
 KJ0028  HISTORY     - 1963     GOOD             USGS
 KJ0028  HISTORY     - 1968     MARK NOT FOUND   USGS
 KJ0028
 KJ0028                          STATION DESCRIPTION
 KJ0028
 KJ0028'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 KJ0028'6.2 MI W FROM WEST GURNEY.
 KJ0028'ITALIA, YUMA CO., COLORADO, 3 MILES N. AND 7 MILES E. OF, 42 FT.
 KJ0028'S. AND 65 FT. W. OF JUNCTION STATE HWY. 53 AND U.S. HWY. 36, (HWY.
 KJ0028'53 LEADING N. TO BEECHER ISLAND BATTLE GROUND.)  AT CORNER SECT.
 KJ0028'2-3-34-34, T3-4S, R43W.  IN A CONCRETE POST A STD. U.S.C. AND G.S.
 KJ0028'DISK STAMPED C100 1935
 KJ0028
 KJ0028                          STATION RECOVERY (1963)
 KJ0028
 KJ0028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 KJ0028'STATION LOCATED 3 MI. N. AND 7 MI. E. OF IDALIA, YUMA COUNTY,
 KJ0028'COLORADO.
 KJ0028'
 KJ0028'TO REACH FROM IDALIA, GO E., N., AND E. 10.0 MI. ALONG U.S. HIGHWAY
 KJ0028'36 TO CROSSROAD.  BENCH MARK IS 83 FT. S. CENTERLINE HIGHWAY AND 72
 KJ0028'FT. W. OF CENTERLINE N-S. RD., 18 FT. SE. OF RIGHT-OF-WAY FENCE JOG.
 KJ0028'
 KJ0028'STATION MARK--STANDARD USC AND GS BENCH MARK DISK IN CONCRETE POST,
 KJ0028'STAMPED---BM C 100 1935---.
 KJ0028
 KJ0028                          STATION RECOVERY (1968)
 KJ0028
 KJ0028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KJ0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0160 ***********************************************************************
 LK0160  DESIGNATION -  C 103
 LK0160  PID         -  LK0160
 LK0160  STATE/COUNTY-  CO/PHILLIPS
 LK0160  USGS QUAD   -  HAXTUN WEST (1980)
 LK0160
 LK0160                         *CURRENT SURVEY CONTROL
 LK0160  ___________________________________________________________________
 LK0160* NAD 83(1986)-  40 39 06.     (N)    102 42 11.     (W)     SCALED    
 LK0160* NAVD 88     -      1255.919  (meters)    4120.46   (feet)  ADJUSTED  
 LK0160  ___________________________________________________________________
 LK0160  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 LK0160  DYNAMIC HT  -        1254.998 (meters)    4117.44  (feet)  COMP
 LK0160  MODELED GRAV-     979,847.7   (mgal)                       NAVD 88
 LK0160
 LK0160  VERT ORDER  -  SECOND    CLASS 0
 LK0160
 LK0160.The horizontal coordinates were scaled from a topographic map and have
 LK0160.an estimated accuracy of +/- 6 seconds.
 LK0160
 LK0160.The orthometric height was determined by differential leveling
 LK0160.and adjusted by the National Geodetic Survey in June 1991..
 LK0160
 LK0160.The geoid height was determined by GEOID03.
 LK0160
 LK0160.The dynamic height is computed by dividing the NAVD 88
 LK0160.geopotential number by the normal gravity value computed on the
 LK0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0160.degrees latitude (g = 980.6199 gals.).
 LK0160
 LK0160.The modeled gravity was interpolated from observed gravity values.
 LK0160
 LK0160;                    North         East    Units  Estimated Accuracy
 LK0160;SPC CO N     -   454,910.    1,150,910.      MT  (+/- 180 meters Scaled)
 LK0160
 LK0160                          SUPERSEDED SURVEY CONTROL
 LK0160
 LK0160  NGVD 29 (??/??/92) 1255.381  (m)         4118.70   (f) ADJ UNCH    2 0
 LK0160
 LK0160.Superseded values are not recommended for survey control.
 LK0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0160.See file dsdata.txt to determine how the superseded data were derived.
 LK0160
 LK0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF941026(NAD 83)
 LK0160_MARKER: DB = BENCH MARK DISK
 LK0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0160_STAMPING: C 103 1935
 LK0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0160+STABILITY: SURFACE MOTION
 LK0160
 LK0160  HISTORY     - Date     Condition        Report By
 LK0160  HISTORY     - 1935     MONUMENTED       CGS
 LK0160  HISTORY     - 1941     GOOD             NGS
 LK0160
 LK0160                          STATION DESCRIPTION
 LK0160
 LK0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LK0160'1.1 MI E FROM DAILEY.
 LK0160'1.1 MI. E. ALONG THE C.B. AND Q.RY. 0.5 W. OF M. P. 201, 70
 LK0160'FEET E. OF THE CENTER LINE OF A N. AND S. ROAD CROSSING TRACK, 80
 LK0160'FEET N. OF THE CENTER LINE OF U. S. HWY 6, 40 FEET S. OF CENTER LINE
 LK0160'OF TRACK, AND IN LINE WITH A TELEPHONE LINE.
 LK0160
 LK0160                          STATION RECOVERY (1941)
 LK0160
 LK0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LK0160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0527 ***********************************************************************
 LL0527  DESIGNATION -  C 105
 LL0527  PID         -  LL0527
 LL0527  STATE/COUNTY-  CO/LARIMER
 LL0527  USGS QUAD   -  FORT COLLINS (1984)
 LL0527
 LL0527                         *CURRENT SURVEY CONTROL
 LL0527  ___________________________________________________________________
 LL0527* NAD 83(1986)-  40 31 23.     (N)    105 04 37.     (W)     SCALED    
 LL0527* NAVD 88     -      1533.226  (meters)    5030.26   (feet)  ADJUSTED  
 LL0527  ___________________________________________________________________
 LL0527  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 LL0527  DYNAMIC HT  -        1531.920 (meters)    5025.97  (feet)  COMP
 LL0527  MODELED GRAV-     979,719.4   (mgal)                       NAVD 88
 LL0527
 LL0527  VERT ORDER  -  SECOND    CLASS 0
 LL0527
 LL0527.The horizontal coordinates were scaled from a topographic map and have
 LL0527.an estimated accuracy of +/- 6 seconds.
 LL0527
 LL0527.The orthometric height was determined by differential leveling
 LL0527.and adjusted by the National Geodetic Survey in June 1991..
 LL0527
 LL0527.The geoid height was determined by GEOID03.
 LL0527
 LL0527.The dynamic height is computed by dividing the NAVD 88
 LL0527.geopotential number by the normal gravity value computed on the
 LL0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0527.degrees latitude (g = 980.6199 gals.).
 LL0527
 LL0527.The modeled gravity was interpolated from observed gravity values.
 LL0527
 LL0527;                    North         East    Units  Estimated Accuracy
 LL0527;SPC CO N     -   436,980.      950,250.      MT  (+/- 180 meters Scaled)
 LL0527
 LL0527                          SUPERSEDED SURVEY CONTROL
 LL0527
 LL0527  NGVD 29 (??/??/92) 1532.240  (m)         5027.02   (f) ADJ UNCH    2 0
 LL0527
 LL0527.Superseded values are not recommended for survey control.
 LL0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0527.See file dsdata.txt to determine how the superseded data were derived.
 LL0527
 LL0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE934858(NAD 83)
 LL0527_MARKER: DB = BENCH MARK DISK
 LL0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0527_STAMPING: C 105 1935
 LL0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0527+STABILITY: SURFACE MOTION
 LL0527
 LL0527  HISTORY     - Date     Condition        Report By
 LL0527  HISTORY     - 1935     MONUMENTED       CGS
 LL0527  HISTORY     - 1952     GOOD             NGS
 LL0527  HISTORY     - 1960     MARK NOT FOUND   USGS
 LL0527  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0527
 LL0527                          STATION DESCRIPTION
 LL0527
 LL0527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 LL0527'3.4 MI S FROM FORT COLLINS.
 LL0527'3.35 MILES SOUTH ALONG U.S. HIGHWAYS 87 AND 287 FROM THE SOUTH
 LL0527'MAIN ENTRANCE TO COLORADO A. AND M. COLLEGE AT FORT COLLINS,
 LL0527'130 FEET SOUTHEAST OF THE CENTER OF THE WEST MAIN ENTRANCE TO
 LL0527'CUNNINGHAMS STORE, 75 FEET EAST OF THE CENTER LINE OF THE
 LL0527'HIGHWAY, 25 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST
 LL0527'GRAVELED ROAD, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF
 LL0527'A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 LL0527
 LL0527                          STATION RECOVERY (1960)
 LL0527
 LL0527'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LL0527'MARK NOT FOUND.
 LL0527
 LL0527                          STATION RECOVERY (1984)
 LL0527
 LL0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0527'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0019 ***********************************************************************
 JM0019  DESIGNATION -  C 11
 JM0019  PID         -  JM0019
 JM0019  STATE/COUNTY-  CO/DELTA
 JM0019  USGS QUAD   -  DOMINGUEZ (1969)
 JM0019
 JM0019                         *CURRENT SURVEY CONTROL
 JM0019  ___________________________________________________________________
 JM0019* NAD 83(1986)-  38 49 53.     (N)    108 21 11.     (W)     SCALED    
 JM0019* NAVD 88     -      1451.212  (meters)    4761.18   (feet)  POSTED    
 JM0019  ___________________________________________________________________
 JM0019  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 JM0019  DYNAMIC HT  -        1449.760 (meters)    4756.42  (feet)  COMP
 JM0019  MODELED GRAV-     979,578.3   (mgal)                       NAVD 88
 JM0019
 JM0019  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JM0019
 JM0019.The horizontal coordinates were scaled from a topographic map and have
 JM0019.an estimated accuracy of +/- 6 seconds.
 JM0019
 JM0019.The orthometric height was determined by differential leveling
 JM0019.and adjusted by the National Geodetic Survey in 1992..
 JM0019.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JM0019.rate of 0.0 thru 1.0 mm/km.
 JM0019
 JM0019.The geoid height was determined by GEOID03.
 JM0019
 JM0019.The dynamic height is computed by dividing the NAVD 88
 JM0019.geopotential number by the normal gravity value computed on the
 JM0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0019.degrees latitude (g = 980.6199 gals.).
 JM0019
 JM0019.The modeled gravity was interpolated from observed gravity values.
 JM0019
 JM0019;                    North         East    Units  Estimated Accuracy
 JM0019;SPC CO C     -   419,480.      666,720.      MT  (+/- 180 meters Scaled)
 JM0019
 JM0019                          SUPERSEDED SURVEY CONTROL
 JM0019
 JM0019  NGVD 29 (??/??/92) 1450.150  (m)         4757.70   (f) ADJ UNCH    1 2
 JM0019
 JM0019.Superseded values are not recommended for survey control.
 JM0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0019.See file dsdata.txt to determine how the superseded data were derived.
 JM0019
 JM0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ297013(NAD 83)
 JM0019_MARKER: DB = BENCH MARK DISK
 JM0019_SETTING: 66 = SET IN ROCK OUTCROP
 JM0019_SP_SET: SANDSTONE ROCK
 JM0019_STAMPING: 4757.700 C 11 1926
 JM0019_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0019+STABILITY: POSITION/ELEVATION WELL
 JM0019
 JM0019  HISTORY     - Date     Condition        Report By
 JM0019  HISTORY     - 1926     MONUMENTED       CGS
 JM0019
 JM0019                          STATION DESCRIPTION
 JM0019
 JM0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 JM0019'16.8 MI SE FROM WHITEWATER.
 JM0019'IN DELTA COUNTY, 16.8 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE
 JM0019'WESTERN RAILROAD FROM THE STATION AT WHITEWATER, MESA COUNTY, 120 FEET
 JM0019'EAST OF MILEPOST D-395, 20 FEET NORTH OF THE TRACK, 4-1/2 FEET HIGHER
 JM0019'THAN THE TRACK, IN SANDSTONE ROCK, AND ABOUT 3 FEET ABOVE GROUND. A
 JM0019'STANDARD DISK, STAMPED 4757.700 C 11 1926.  NOTE-- ABOUT 100 FEET EAST
 JM0019'OF MILEPOST D-395.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0274 ***********************************************************************
 JK0274  DESIGNATION -  C 110
 JK0274  PID         -  JK0274
 JK0274  STATE/COUNTY-  CO/EL PASO
 JK0274  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK0274
 JK0274                         *CURRENT SURVEY CONTROL
 JK0274  ___________________________________________________________________
 JK0274* NAD 83(1986)-  38 47 56.     (N)    104 49 02.     (W)     SCALED    
 JK0274* NAVD 88     -      1825.774  (meters)    5990.06   (feet)  ADJUSTED  
 JK0274  ___________________________________________________________________
 JK0274  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 JK0274  DYNAMIC HT  -        1823.795 (meters)    5983.57  (feet)  COMP
 JK0274  MODELED GRAV-     979,479.4   (mgal)                       NAVD 88
 JK0274
 JK0274  VERT ORDER  -  SECOND    CLASS 0
 JK0274
 JK0274.The horizontal coordinates were scaled from a topographic map and have
 JK0274.an estimated accuracy of +/- 6 seconds.
 JK0274
 JK0274.The orthometric height was determined by differential leveling
 JK0274.and adjusted by the National Geodetic Survey in June 1991..
 JK0274
 JK0274.The geoid height was determined by GEOID03.
 JK0274
 JK0274.The dynamic height is computed by dividing the NAVD 88
 JK0274.geopotential number by the normal gravity value computed on the
 JK0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0274.degrees latitude (g = 980.6199 gals.).
 JK0274
 JK0274.The modeled gravity was interpolated from observed gravity values.
 JK0274
 JK0274;                    North         East    Units  Estimated Accuracy
 JK0274;SPC CO C     -   412,210.      973,710.      MT  (+/- 180 meters Scaled)
 JK0274
 JK0274                          SUPERSEDED SURVEY CONTROL
 JK0274
 JK0274  NGVD 29 (??/??/92) 1824.722  (m)         5986.61   (f) ADJ UNCH    2 0
 JK0274
 JK0274.Superseded values are not recommended for survey control.
 JK0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0274.See file dsdata.txt to determine how the superseded data were derived.
 JK0274
 JK0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC158944(NAD 83)
 JK0274_MARKER: DB = BENCH MARK DISK
 JK0274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JK0274_SP_SET: CULVERT
 JK0274_STAMPING: C 110 1935
 JK0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK0274
 JK0274  HISTORY     - Date     Condition        Report By
 JK0274  HISTORY     - 1935     MONUMENTED       CGS
 JK0274
 JK0274                          STATION DESCRIPTION
 JK0274
 JK0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JK0274'2.6 MI S FROM COLORADO SPRINGS.
 JK0274'2.6 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 JK0274'COLORADO SPRINGS, ABOUT 1/4 MILE SOUTH OF THE PHYCHOPATHIC
 JK0274'HOSPITAL, AT THE SOUTH END OF THE JUNCTION WITH STATE HIGHWAY 115,
 JK0274'35 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 115, AT A 36-INCH
 JK0274'GALVANIZED-IRON CULVERT, AND IN THE TOP OF THE NORTHEAST END OF
 JK0274'THE NORTHWEST CONCRETE HEADWALL.  A STANDARD DISK, STAMPED C 110
 JK0274'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0001 ***********************************************************************
 JJ0001  DESIGNATION -  C 12
 JJ0001  PID         -  JJ0001
 JJ0001  STATE/COUNTY-  CO/CHEYENNE
 JJ0001  USGS QUAD   -  CHEYENNE WELLS (1982)
 JJ0001
 JJ0001                         *CURRENT SURVEY CONTROL
 JJ0001  ___________________________________________________________________
 JJ0001* NAD 83(1986)-  38 49 49.     (N)    102 18 27.     (W)     SCALED    
 JJ0001* NAVD 88     -      1269.763  (meters)    4165.88   (feet)  ADJUSTED  
 JJ0001  ___________________________________________________________________
 JJ0001  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 JJ0001  DYNAMIC HT  -        1268.607 (meters)    4162.09  (feet)  COMP
 JJ0001  MODELED GRAV-     979,673.0   (mgal)                       NAVD 88
 JJ0001
 JJ0001  VERT ORDER  -  FIRST     CLASS II
 JJ0001
 JJ0001.The horizontal coordinates were scaled from a topographic map and have
 JJ0001.an estimated accuracy of +/- 6 seconds.
 JJ0001
 JJ0001.The orthometric height was determined by differential leveling
 JJ0001.and adjusted by the National Geodetic Survey in June 1991..
 JJ0001
 JJ0001.The geoid height was determined by GEOID03.
 JJ0001
 JJ0001.The dynamic height is computed by dividing the NAVD 88
 JJ0001.geopotential number by the normal gravity value computed on the
 JJ0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0001.degrees latitude (g = 980.6199 gals.).
 JJ0001
 JJ0001.The modeled gravity was interpolated from observed gravity values.
 JJ0001
 JJ0001;                    North         East    Units  Estimated Accuracy
 JJ0001;SPC CO C     -   420,340.    1,191,540.      MT  (+/- 180 meters Scaled)
 JJ0001
 JJ0001                          SUPERSEDED SURVEY CONTROL
 JJ0001
 JJ0001.No superseded survey control is available for this station.
 JJ0001
 JJ0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD337013(NAD 83)
 JJ0001_MARKER: DB = BENCH MARK DISK
 JJ0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0001_STAMPING: C 12 1926 4164.224
 JJ0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0001+STABILITY: SURFACE MOTION
 JJ0001
 JJ0001  HISTORY     - Date     Condition        Report By
 JJ0001  HISTORY     - 1926     MONUMENTED       CGS
 JJ0001  HISTORY     - 1952     MARK NOT FOUND   NGS
 JJ0001
 JJ0001                          STATION DESCRIPTION
 JJ0001
 JJ0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JJ0001'3 MI E FROM CHEYENNE WELLS.
 JJ0001'ABOUT 3 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM CHEYENNE
 JJ0001'WELLS, ABOUT 194.9 FEET SOUTH OF THE SOUTH RAIL, AT A BRIDGE,
 JJ0001'AT THE CROSSING OF A NORTH-AND-SOUTH ROAD, 48.8 FEET WEST
 JJ0001'OF THE ROAD, 32.5 FEET NORTH OF US HIGHWAY 40, 3.5 FEET WEST OF A
 JJ0001'NORTH-AND-SOUTH FENCE, AND 3.5 FEET NORTH OF AN EAST-AND-WEST FENCE.
 JJ0001'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE
 JJ0001'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0097 ***********************************************************************
 LM0097  DESIGNATION -  C 131
 LM0097  PID         -  LM0097
 LM0097  STATE/COUNTY-  CO/JACKSON
 LM0097  USGS QUAD   -  NORTHGATE (1950)
 LM0097
 LM0097                         *CURRENT SURVEY CONTROL
 LM0097  ___________________________________________________________________
 LM0097* NAD 83(1986)-  40 57 27.     (N)    106 21 45.     (W)     SCALED    
 LM0097* NAVD 88     -      2426.340  (meters)    7960.42   (feet)  ADJUSTED  
 LM0097  ___________________________________________________________________
 LM0097  GEOID HEIGHT-         -11.25  (meters)                     GEOID03
 LM0097  DYNAMIC HT  -        2423.942 (meters)    7952.55  (feet)  COMP
 LM0097  MODELED GRAV-     979,548.1   (mgal)                       NAVD 88
 LM0097
 LM0097  VERT ORDER  -  SECOND    CLASS 0
 LM0097
 LM0097.The horizontal coordinates were scaled from a topographic map and have
 LM0097.an estimated accuracy of +/- 6 seconds.
 LM0097
 LM0097.The orthometric height was determined by differential leveling
 LM0097.and adjusted by the National Geodetic Survey in June 1991..
 LM0097
 LM0097.The geoid height was determined by GEOID03.
 LM0097
 LM0097.The dynamic height is computed by dividing the NAVD 88
 LM0097.geopotential number by the normal gravity value computed on the
 LM0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0097.degrees latitude (g = 980.6199 gals.).
 LM0097
 LM0097.The modeled gravity was interpolated from observed gravity values.
 LM0097
 LM0097;                    North         East    Units  Estimated Accuracy
 LM0097;SPC CO N     -   485,500.      841,790.      MT  (+/- 180 meters Scaled)
 LM0097
 LM0097                          SUPERSEDED SURVEY CONTROL
 LM0097
 LM0097  NGVD 29 (??/??/92) 2425.045  (m)         7956.17   (f) ADJ UNCH    2 0
 LM0097
 LM0097.Superseded values are not recommended for survey control.
 LM0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0097.See file dsdata.txt to determine how the superseded data were derived.
 LM0097
 LM0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF853349(NAD 83)
 LM0097_MARKER: DB = BENCH MARK DISK
 LM0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0097_STAMPING: C 131 1934
 LM0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0097+STABILITY: SURFACE MOTION
 LM0097
 LM0097  HISTORY     - Date     Condition        Report By
 LM0097  HISTORY     - 1934     MONUMENTED       CGS
 LM0097  HISTORY     - 1949     GOOD             USGS
 LM0097
 LM0097                          STATION DESCRIPTION
 LM0097
 LM0097'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 LM0097'8.3 MI NW FROM NORTHGATE.
 LM0097'8.3 MILES NORTHWEST OF NORTHGATE.  THIS BENCH MARK MAY BE REACHED FROM
 LM0097'COWDREY BY GOING 8.6 MILES NORTH ALONG STATE HIGHWAY 125, THENCE 0.3
 LM0097'MILE WEST THROUGH A WIRE GATE ON OLD STATE HIGHWAY 125 TO A DIM ROAD
 LM0097'FORK.  IT IS ON THE OLD NORTHGATE-ENCAMPMENT ROAD, ABOUT 720 FEET
 LM0097'NORTHWEST OF BENCH MARK 7952 (USGS) DESCRIBED BELOW, AND 39 FEET SOUTH
 LM0097'OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED C 131 1934
 LM0097'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0313 ***********************************************************************
 LM0313  DESIGNATION -  C 132
 LM0313  PID         -  LM0313
 LM0313  STATE/COUNTY-  CO/ROUTT
 LM0313  USGS QUAD   -  HAHNS PEAK (1962)
 LM0313
 LM0313                         *CURRENT SURVEY CONTROL
 LM0313  ___________________________________________________________________
 LM0313* NAD 83(1986)-  40 48 58.     (N)    106 57 55.     (W)     SCALED    
 LM0313* NAVD 88     -      2479.727  (meters)    8135.57   (feet)  ADJUSTED  
 LM0313  ___________________________________________________________________
 LM0313  GEOID HEIGHT-         -11.93  (meters)                     GEOID03
 LM0313  DYNAMIC HT  -        2477.197 (meters)    8127.27  (feet)  COMP
 LM0313  MODELED GRAV-     979,514.0   (mgal)                       NAVD 88
 LM0313
 LM0313  VERT ORDER  -  SECOND    CLASS 0
 LM0313
 LM0313.The horizontal coordinates were scaled from a topographic map and have
 LM0313.an estimated accuracy of +/- 6 seconds.
 LM0313
 LM0313.The orthometric height was determined by differential leveling
 LM0313.and adjusted by the National Geodetic Survey in June 1991..
 LM0313
 LM0313.The geoid height was determined by GEOID03.
 LM0313
 LM0313.The dynamic height is computed by dividing the NAVD 88
 LM0313.geopotential number by the normal gravity value computed on the
 LM0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0313.degrees latitude (g = 980.6199 gals.).
 LM0313
 LM0313.The modeled gravity was interpolated from observed gravity values.
 LM0313
 LM0313;                    North         East    Units  Estimated Accuracy
 LM0313;SPC CO N     -   470,460.      790,780.      MT  (+/- 180 meters Scaled)
 LM0313
 LM0313                          SUPERSEDED SURVEY CONTROL
 LM0313
 LM0313  NGVD 29 (??/??/92) 2478.344  (m)         8131.03   (f) ADJ UNCH    2 0
 LM0313
 LM0313.Superseded values are not recommended for survey control.
 LM0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0313.See file dsdata.txt to determine how the superseded data were derived.
 LM0313
 LM0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF342202(NAD 83)
 LM0313_MARKER: DB = BENCH MARK DISK
 LM0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0313_STAMPING: C 132
 LM0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0313+STABILITY: SURFACE MOTION
 LM0313
 LM0313  HISTORY     - Date     Condition        Report By
 LM0313  HISTORY     - UNK      MONUMENTED       CGS
 LM0313  HISTORY     - 1959     MARK NOT FOUND   NGS
 LM0313
 LM0313                          STATION DESCRIPTION
 LM0313
 LM0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LM0313'1.4 MI N FROM HAHNS PEAK.
 LM0313'1.4 MILES NORTH ALONG STATE HIGHWAY 129 FROM HAHNS PEAK, ROUTT COUNTY,
 LM0313'AT THE EXACT TOP OF A HILL, ON THE OUTSIDE OF A CURVE, 23 FEET SOUTH
 LM0313'OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT NORTH OF A FENCE. A
 LM0313'STANDARD DISK, STAMPED C 132 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0163 ***********************************************************************
 LM0163  DESIGNATION -  C 133
 LM0163  PID         -  LM0163
 LM0163  STATE/COUNTY-  CO/JACKSON
 LM0163  USGS QUAD   -  RAND (1956)
 LM0163
 LM0163                         *CURRENT SURVEY CONTROL
 LM0163  ___________________________________________________________________
 LM0163* NAD 83(1986)-  40 26 21.     (N)    106 09 04.     (W)     SCALED    
 LM0163* NAVD 88     -      2659.012  (meters)    8723.78   (feet)  ADJUSTED  
 LM0163  ___________________________________________________________________
 LM0163  GEOID HEIGHT-         -12.01  (meters)                     GEOID03
 LM0163  DYNAMIC HT  -        2656.070 (meters)    8714.12  (feet)  COMP
 LM0163  MODELED GRAV-     979,422.1   (mgal)                       NAVD 88
 LM0163
 LM0163  VERT ORDER  -  SECOND    CLASS 0
 LM0163
 LM0163.The horizontal coordinates were scaled from a topographic map and have
 LM0163.an estimated accuracy of +/- 6 seconds.
 LM0163
 LM0163.The orthometric height was determined by differential leveling
 LM0163.and adjusted by the National Geodetic Survey in June 1991..
 LM0163
 LM0163.The geoid height was determined by GEOID03.
 LM0163
 LM0163.The dynamic height is computed by dividing the NAVD 88
 LM0163.geopotential number by the normal gravity value computed on the
 LM0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0163.degrees latitude (g = 980.6199 gals.).
 LM0163
 LM0163.The modeled gravity was interpolated from observed gravity values.
 LM0163
 LM0163;                    North         East    Units  Estimated Accuracy
 LM0163;SPC CO N     -   427,790.      859,160.      MT  (+/- 180 meters Scaled)
 LM0163
 LM0163                          SUPERSEDED SURVEY CONTROL
 LM0163
 LM0163  NGVD 29 (??/??/92) 2657.550  (m)         8718.98   (f) ADJ UNCH    2 0
 LM0163
 LM0163.Superseded values are not recommended for survey control.
 LM0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0163.See file dsdata.txt to determine how the superseded data were derived.
 LM0163
 LM0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE023771(NAD 83)
 LM0163_MARKER: DB = BENCH MARK DISK
 LM0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0163_STAMPING: C 133 1934
 LM0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0163+STABILITY: SURFACE MOTION
 LM0163
 LM0163  HISTORY     - Date     Condition        Report By
 LM0163  HISTORY     - 1934     MONUMENTED       CGS
 LM0163  HISTORY     - 1954     MARK NOT FOUND   NGS
 LM0163
 LM0163                          STATION DESCRIPTION
 LM0163
 LM0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LM0163'2.0 MI SE FROM RAND.
 LM0163'2.1 MILES SOUTHEAST OF RAND POST OFFICE ON HIGHWAY 125 W AT Y-JUNCTION
 LM0163'0.25 MILE TO Y-JUNCTION SE 100 FT. SE, 3 FT. SE OBTUSE FENCE CORNER,
 LM0163'62 FT. W OF N TREE OF GATE TO OLD WILLOW CREEK RD.  A STANDARD TABLET
 LM0163'IN CONCRETE POST 0.2 FT. ABOVE GROUND - STAMPED C 133 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0092 ***********************************************************************
 LM0092  DESIGNATION -  C 134
 LM0092  PID         -  LM0092
 LM0092  STATE/COUNTY-  CO/JACKSON
 LM0092  USGS QUAD   -  GOULD (1955)
 LM0092
 LM0092                         *CURRENT SURVEY CONTROL
 LM0092  ___________________________________________________________________
 LM0092* NAD 83(1986)-  40 34 26.     (N)    106 03 41.     (W)     SCALED    
 LM0092* NAVD 88     -      2641.796  (meters)    8667.29   (feet)  ADJUSTED  
 LM0092  ___________________________________________________________________
 LM0092  GEOID HEIGHT-         -11.85  (meters)                     GEOID03
 LM0092  DYNAMIC HT  -        2638.867 (meters)    8657.68  (feet)  COMP
 LM0092  MODELED GRAV-     979,420.5   (mgal)                       NAVD 88
 LM0092
 LM0092  VERT ORDER  -  SECOND    CLASS 0
 LM0092
 LM0092.The horizontal coordinates were scaled from a topographic map and have
 LM0092.an estimated accuracy of +/- 6 seconds.
 LM0092
 LM0092.The orthometric height was determined by differential leveling
 LM0092.and adjusted by the National Geodetic Survey in June 1991..
 LM0092
 LM0092.The geoid height was determined by GEOID03.
 LM0092
 LM0092.The dynamic height is computed by dividing the NAVD 88
 LM0092.geopotential number by the normal gravity value computed on the
 LM0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0092.degrees latitude (g = 980.6199 gals.).
 LM0092
 LM0092.The modeled gravity was interpolated from observed gravity values.
 LM0092
 LM0092;                    North         East    Units  Estimated Accuracy
 LM0092;SPC CO N     -   442,690.      866,870.      MT  (+/- 180 meters Scaled)
 LM0092
 LM0092                          SUPERSEDED SURVEY CONTROL
 LM0092
 LM0092  NGVD 29 (??/??/92) 2640.288  (m)         8662.34   (f) ADJ UNCH    2 0
 LM0092
 LM0092.Superseded values are not recommended for survey control.
 LM0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0092.See file dsdata.txt to determine how the superseded data were derived.
 LM0092
 LM0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE101919(NAD 83)
 LM0092_MARKER: DB = BENCH MARK DISK
 LM0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0092_STAMPING: C-134 1934
 LM0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0092+STABILITY: SURFACE MOTION
 LM0092
 LM0092  HISTORY     - Date     Condition        Report By
 LM0092  HISTORY     - 1934     MONUMENTED       CGS
 LM0092
 LM0092                          STATION DESCRIPTION
 LM0092
 LM0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LM0092'16.8 MI SE FROM WALDEN.
 LM0092'16.8 MILES SOUTHEAST OF, ALONG HWY. NO. 14, FROM FIRST NATL BANK BLDG.
 LM0092'ABOUT 735 FEET SOUTHEAST OF ROAD LEADING TO LINDLAND POST OFFICE, AT
 LM0092'SOUTH END AND ON OUTSIDE OF CURVE IN ROAD.  405 FEET SOUTHEAST OF
 LM0092'CORRUGATED IRON CULVERT.  105 FEET EAST OF FENCE CORNER OF FENCE
 LM0092'LEADING WESTWARD TO LINDLAND POST OFFICE.  20 FEET EAST OF PROJECTED
 LM0092'CENTERLINE OF SOUTH TANGENT TO CURVE AND 65 FEET EAST OF CENTERLINE OF
 LM0092'HIGHWAY NO. 14.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0917 ***********************************************************************
 LL0917  DESIGNATION -  C 135
 LL0917  PID         -  LL0917
 LL0917  STATE/COUNTY-  CO/LARIMER
 LL0917  USGS QUAD   -  RUSTIC (1962)
 LL0917
 LL0917                         *CURRENT SURVEY CONTROL
 LL0917  ___________________________________________________________________
 LL0917* NAD 83(1986)-  40 41 45.     (N)    105 31 38.     (W)     SCALED    
 LL0917* NAVD 88     -      2134.094  (meters)    7001.61   (feet)  ADJUSTED  
 LL0917  ___________________________________________________________________
 LL0917  GEOID HEIGHT-         -12.19  (meters)                     GEOID03
 LL0917  DYNAMIC HT  -        2132.079 (meters)    6995.00  (feet)  COMP
 LL0917  MODELED GRAV-     979,603.6   (mgal)                       NAVD 88
 LL0917
 LL0917  VERT ORDER  -  SECOND    CLASS 0
 LL0917
 LL0917.The horizontal coordinates were scaled from a topographic map and have
 LL0917.an estimated accuracy of +/- 6 seconds.
 LL0917
 LL0917.The orthometric height was determined by differential leveling
 LL0917.and adjusted by the National Geodetic Survey in June 1991..
 LL0917
 LL0917.The geoid height was determined by GEOID03.
 LL0917
 LL0917.The dynamic height is computed by dividing the NAVD 88
 LL0917.geopotential number by the normal gravity value computed on the
 LL0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0917.degrees latitude (g = 980.6199 gals.).
 LL0917
 LL0917.The modeled gravity was interpolated from observed gravity values.
 LL0917
 LL0917;                    North         East    Units  Estimated Accuracy
 LL0917;SPC CO N     -   456,080.      912,100.      MT  (+/- 180 meters Scaled)
 LL0917
 LL0917                          SUPERSEDED SURVEY CONTROL
 LL0917
 LL0917  NGVD 29 (??/??/92) 2132.950  (m)         6997.85   (f) ADJ UNCH    2 0
 LL0917
 LL0917.Superseded values are not recommended for survey control.
 LL0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0917.See file dsdata.txt to determine how the superseded data were derived.
 LL0917
 LL0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF554051(NAD 83)
 LL0917_MARKER: DB = BENCH MARK DISK
 LL0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0917_STAMPING: C 135 1934
 LL0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0917+STABILITY: SURFACE MOTION
 LL0917
 LL0917  HISTORY     - Date     Condition        Report By
 LL0917  HISTORY     - 1934     MONUMENTED       CGS
 LL0917
 LL0917                          STATION DESCRIPTION
 LL0917
 LL0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0917'23.4 MI NE FROM CHAMBERS LAKE.
 LL0917'23.4 MILES NORTHEAST OF, ALONG HWY. 14. FROM JCT. OF ROADS ABOUT
 LL0917'1 MILE WEST OF STEEL BRIDGE OVER CACHE LA POUDRE RIVER, ON THE
 LL0917'OUTSIDE OF CURVE IN ROAD, 275 FEET WEST OF WATERCOURSE CROSSING ROAD
 LL0917'AT THE TOP OF HILL, 25 FEET NORTH OF CENTERLINE OF HIGHWAY AND 3 FEET
 LL0917'EAST OF FENCE CORNER.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0476 ***********************************************************************
 LL0476  DESIGNATION -  C 136
 LL0476  PID         -  LL0476
 LL0476  STATE/COUNTY-  CO/LARIMER
 LL0476  USGS QUAD   -  FORT COLLINS (1984)
 LL0476
 LL0476                         *CURRENT SURVEY CONTROL
 LL0476  ___________________________________________________________________
 LL0476* NAD 83(1986)-  40 35 40.     (N)    105 05 03.     (W)     SCALED    
 LL0476* NAVD 88     -      1521.909  (meters)    4993.13   (feet)  ADJUSTED  
 LL0476  ___________________________________________________________________
 LL0476  GEOID HEIGHT-         -15.80  (meters)                     GEOID03
 LL0476  DYNAMIC HT  -        1520.632 (meters)    4988.94  (feet)  COMP
 LL0476  MODELED GRAV-     979,732.8   (mgal)                       NAVD 88
 LL0476
 LL0476  VERT ORDER  -  FIRST     CLASS II
 LL0476
 LL0476.The horizontal coordinates were scaled from a topographic map and have
 LL0476.an estimated accuracy of +/- 6 seconds.
 LL0476
 LL0476.The orthometric height was determined by differential leveling
 LL0476.and adjusted by the National Geodetic Survey in June 1991..
 LL0476
 LL0476.The geoid height was determined by GEOID03.
 LL0476
 LL0476.The dynamic height is computed by dividing the NAVD 88
 LL0476.geopotential number by the normal gravity value computed on the
 LL0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0476.degrees latitude (g = 980.6199 gals.).
 LL0476
 LL0476.The modeled gravity was interpolated from observed gravity values.
 LL0476
 LL0476;                    North         East    Units  Estimated Accuracy
 LL0476;SPC CO N     -   444,910.      949,600.      MT  (+/- 180 meters Scaled)
 LL0476
 LL0476                          SUPERSEDED SURVEY CONTROL
 LL0476
 LL0476  NGVD 29 (??/??/??) 1521.047  (m)         4990.30   (f) ADJUSTED    1 2
 LL0476
 LL0476.Superseded values are not recommended for survey control.
 LL0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0476.See file dsdata.txt to determine how the superseded data were derived.
 LL0476
 LL0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE928937(NAD 83)
 LL0476_MARKER: DB = BENCH MARK DISK
 LL0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0476_STAMPING: C 136 1934
 LL0476_MARK LOGO: CGS   
 LL0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0476+STABILITY: SURFACE MOTION
 LL0476
 LL0476  HISTORY     - Date     Condition        Report By
 LL0476  HISTORY     - 1934     MONUMENTED       CGS
 LL0476  HISTORY     - 1984     GOOD             NGS
 LL0476  HISTORY     - 1987     GOOD             NGS
 LL0476
 LL0476                          STATION DESCRIPTION
 LL0476
 LL0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0476'IN FT COLLINS.
 LL0476'IN THE TOWN OF FORT COLLINS, 225 FEET WEST OF SOUTHWEST CORNER OF
 LL0476'COLORADO AND SOUTHERN R.R. ROUND HOUSE, 75 FEET NORTHEAST OF
 LL0476'CENTERLINE OF INTERSECTION OF NORTH SHERWOOD ST. WITH MAIN LINE OF
 LL0476'C. AND S. R.R., 60 FEET EAST OF CENTERLINE OF NORTH SHERWOOD ST.
 LL0476'AND 1 FOOT EAST OF PROPERTY FENCE.  TABLET SET IN PRECAST CONCRETE
 LL0476'POST.
 LL0476
 LL0476                          STATION RECOVERY (1984)
 LL0476
 LL0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0476'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 LL0476'6.4 METERS (21.0 FT) SOUTH OF THE CENTER OF A DIRT ROAD LEADING EAST,
 LL0476'0.4 METER (1.3 FT) EAST OF A FENCE, AND 0.3 METER (1.0 FT) NORTH OF A
 LL0476'WITNESS POST.
 LL0476
 LL0476                          STATION RECOVERY (1987)
 LL0476
 LL0476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 LL0476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0532 ***********************************************************************
 LL0532  DESIGNATION -  C 137
 LL0532  PID         -  LL0532
 LL0532  STATE/COUNTY-  CO/LARIMER
 LL0532  USGS QUAD   -  LAPORTE (1979)
 LL0532
 LL0532                         *CURRENT SURVEY CONTROL
 LL0532  ___________________________________________________________________
 LL0532* NAD 83(1986)-  40 44 55.     (N)    105 10 14.     (W)     SCALED    
 LL0532* NAVD 88     -      1714.342  (meters)    5624.47   (feet)  ADJUSTED  
 LL0532  ___________________________________________________________________
 LL0532  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 LL0532  DYNAMIC HT  -        1712.872 (meters)    5619.65  (feet)  COMP
 LL0532  MODELED GRAV-     979,706.1   (mgal)                       NAVD 88
 LL0532
 LL0532  VERT ORDER  -  SECOND    CLASS 0
 LL0532
 LL0532.The horizontal coordinates were scaled from a topographic map and have
 LL0532.an estimated accuracy of +/- 6 seconds.
 LL0532
 LL0532.The orthometric height was determined by differential leveling
 LL0532.and adjusted by the National Geodetic Survey in June 1991..
 LL0532
 LL0532.The geoid height was determined by GEOID03.
 LL0532
 LL0532.The dynamic height is computed by dividing the NAVD 88
 LL0532.geopotential number by the normal gravity value computed on the
 LL0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0532.degrees latitude (g = 980.6199 gals.).
 LL0532
 LL0532.The modeled gravity was interpolated from observed gravity values.
 LL0532
 LL0532;                    North         East    Units  Estimated Accuracy
 LL0532;SPC CO N     -   462,000.      942,230.      MT  (+/- 180 meters Scaled)
 LL0532
 LL0532                          SUPERSEDED SURVEY CONTROL
 LL0532
 LL0532  NGVD 29 (??/??/92) 1713.353  (m)         5621.23   (f) ADJ UNCH    2 0
 LL0532
 LL0532.Superseded values are not recommended for survey control.
 LL0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0532.See file dsdata.txt to determine how the superseded data were derived.
 LL0532
 LL0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF856108(NAD 83)
 LL0532_MARKER: DB = BENCH MARK DISK
 LL0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0532_STAMPING: C 137 1934
 LL0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0532+STABILITY: SURFACE MOTION
 LL0532
 LL0532  HISTORY     - Date     Condition        Report By
 LL0532  HISTORY     - 1934     MONUMENTED       CGS
 LL0532  HISTORY     - 1943     GOOD             NGS
 LL0532
 LL0532                          STATION DESCRIPTION
 LL0532
 LL0532'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LL0532'1 MI S FROM INGLESIDE.
 LL0532'1.0 MILE SOUTH ALONG U.S. HIGHWAY 287 FROM OWL CANYON, LARIMER
 LL0532'COUNTY, 0.25 MILE SOUTH OF THE OWL CANYON SCHOOL, 225 FEET
 LL0532'SOUTH OF A CULVERT, 150 FEET NORTH OF ANOTHER CULVERT, ON THE
 LL0532'EXACT CREST OF A RIDGE, 40 FEET WEST OF THE CENTERLINE OF THE
 LL0532'HIGHWAY, AND 6 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 LL0532'STAMPED C 137 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LL0532'NOTE-- 1.2 MILES SOUTHEAST OF OWL CANYON, 0.4 MILES SOUTH OF
 LL0532'INGLESIDE SCHOOL, 49 FEET WEST OF CENTERLINE OF U.S. HIGHWAY
 LL0532'NO. 287, 1 FOOT EAST OF WEST HIGHWAY RIGHT-OF-WAY FENCE, LEVEL
 LL0532'WITH GROUND SURFACE, 5 FEET ABOVE HIGHWAY SURFACE.  STANDARD
 LL0532'BRONZE TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0533 ***********************************************************************
 LL0533  DESIGNATION -  C 137 RESET
 LL0533  PID         -  LL0533
 LL0533  STATE/COUNTY-  CO/LARIMER
 LL0533  USGS QUAD   -  LAPORTE (1979)
 LL0533
 LL0533                         *CURRENT SURVEY CONTROL
 LL0533  ___________________________________________________________________
 LL0533* NAD 83(1986)-  40 44 56.     (N)    105 10 15.     (W)     SCALED    
 LL0533* NAVD 88     -      1717.36   (meters)    5634.4    (feet)  RESET     
 LL0533  ___________________________________________________________________
 LL0533  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 LL0533
 LL0533  VERT ORDER  -  THIRD
 LL0533
 LL0533.The horizontal coordinates were scaled from a topographic map and have
 LL0533.an estimated accuracy of +/- 6 seconds.
 LL0533
 LL0533.The orthometric height was computed from unverified reset data.
 LL0533
 LL0533.The geoid height was determined by GEOID03.
 LL0533
 LL0533;                    North         East    Units  Estimated Accuracy
 LL0533;SPC CO N     -   462,030.      942,200.      MT  (+/- 180 meters Scaled)
 LL0533
 LL0533                          SUPERSEDED SURVEY CONTROL
 LL0533
 LL0533.No superseded survey control is available for this station.
 LL0533
 LL0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF855108(NAD 83)
 LL0533_MARKER: DB = BENCH MARK DISK
 LL0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0533_STAMPING: C 137 RESET 1968
 LL0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0533+STABILITY: SURFACE MOTION
 LL0533
 LL0533  HISTORY     - Date     Condition        Report By
 LL0533  HISTORY     - 1968     MONUMENTED       CGS
 LL0533
 LL0533                          STATION DESCRIPTION
 LL0533
 LL0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LL0533'1 MI S FROM INGLESIDE.
 LL0533'0.4 MILE SOUTH OF INGLESIDE SCHOOL, 1.2 MILES SOUTHEAST OF OWL
 LL0533'CANYON, 194 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 287,
 LL0533'1 FOOT EAST OF THE WEST HIGHWAY RIGHT-OF-WAY FENCE LINE,15
 LL0533'FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A
 LL0533'CONCRETE POST WITH A 4 X 4 WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0452 ***********************************************************************
 KL0452  DESIGNATION -  C 138
 KL0452  PID         -  KL0452
 KL0452  STATE/COUNTY-  CO/GRAND
 KL0452  USGS QUAD   -  RADIUM (1972)
 KL0452
 KL0452                         *CURRENT SURVEY CONTROL
 KL0452  ___________________________________________________________________
 KL0452* NAD 83(1986)-  39 58 05.     (N)    106 31 44.     (W)     SCALED    
 KL0452* NAVD 88     -      2134.241  (meters)    7002.09   (feet)  ADJUSTED  
 KL0452  ___________________________________________________________________
 KL0452  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 KL0452  DYNAMIC HT  -        2131.901 (meters)    6994.41  (feet)  COMP
 KL0452  MODELED GRAV-     979,454.3   (mgal)                       NAVD 88
 KL0452
 KL0452  VERT ORDER  -  SECOND    CLASS 0
 KL0452
 KL0452.The horizontal coordinates were scaled from a topographic map and have
 KL0452.an estimated accuracy of +/- 6 seconds.
 KL0452
 KL0452.The orthometric height was determined by differential leveling
 KL0452.and adjusted by the National Geodetic Survey in June 1991..
 KL0452
 KL0452.The geoid height was determined by GEOID03.
 KL0452
 KL0452.The dynamic height is computed by dividing the NAVD 88
 KL0452.geopotential number by the normal gravity value computed on the
 KL0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0452.degrees latitude (g = 980.6199 gals.).
 KL0452
 KL0452.The modeled gravity was interpolated from observed gravity values.
 KL0452
 KL0452;                    North         East    Units  Estimated Accuracy
 KL0452;SPC CO N     -   375,780.      826,510.      MT  (+/- 180 meters Scaled)
 KL0452
 KL0452                          SUPERSEDED SURVEY CONTROL
 KL0452
 KL0452  NGVD 29 (??/??/92) 2132.858  (m)         6997.55   (f) ADJ UNCH    2 0
 KL0452
 KL0452.Superseded values are not recommended for survey control.
 KL0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0452.See file dsdata.txt to determine how the superseded data were derived.
 KL0452
 KL0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCE694253(NAD 83)
 KL0452_MARKER: DB = BENCH MARK DISK
 KL0452_SETTING: 66 = SET IN ROCK OUTCROP
 KL0452_SP_SET: FLAT ROCK
 KL0452_STAMPING: C 138 1934
 KL0452_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0452+STABILITY: POSITION/ELEVATION WELL
 KL0452
 KL0452  HISTORY     - Date     Condition        Report By
 KL0452  HISTORY     - 1934     MONUMENTED       CGS
 KL0452  HISTORY     - 1972     MARK NOT FOUND   USGS
 KL0452
 KL0452                          STATION DESCRIPTION
 KL0452
 KL0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KL0452'2.3 MI NE FROM RADIUM.
 KL0452'2.3 MILES NORTHEAST ALONG THE DENVER AND SALT LAKE RAILWAY FROM THE
 KL0452'STATION AT RADIUM, GRAND COUNTY, 75 FEET WEST OF MILEPOST 114, 105
 KL0452'FEET WEST OF THE WEST END OF TUNNEL 41, AT THE EXTREME WEST END OF A
 KL0452'ROCK RIDGE FORMED BY THE RAILWAY CUT AND THE NORTH BANK OF COLORADO
 KL0452'RIVER, 10 FEET NORTHWEST OF A POLE, 14 FEET SOUTH OF THE CENTERLINE OF
 KL0452'THE TRACK, IN THE TOP OF THE WEST EDGE OF A FLAT ROCK, AND 3.5 FEET
 KL0452'HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED C 138 1934.
 KL0452
 KL0452                          STATION RECOVERY (1972)
 KL0452
 KL0452'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KL0452'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0796 ***********************************************************************
 LL0796  DESIGNATION -  C 139
 LL0796  PID         -  LL0796
 LL0796  STATE/COUNTY-  CO/GRAND
 LL0796  USGS QUAD   -  GRANBY (1978)
 LL0796
 LL0796                         *CURRENT SURVEY CONTROL
 LL0796  ___________________________________________________________________
 LL0796* NAD 83(1986)-  40 06 12.     (N)    105 58 27.     (W)     SCALED    
 LL0796* NAVD 88     -      2391.459  (meters)    7845.98   (feet)  ADJUSTED  
 LL0796  ___________________________________________________________________
 LL0796  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 LL0796  DYNAMIC HT  -        2388.825 (meters)    7837.34  (feet)  COMP
 LL0796  MODELED GRAV-     979,438.4   (mgal)                       NAVD 88
 LL0796
 LL0796  VERT ORDER  -  FIRST     CLASS II
 LL0796
 LL0796.The horizontal coordinates were scaled from a topographic map and have
 LL0796.an estimated accuracy of +/- 6 seconds.
 LL0796
 LL0796.The orthometric height was determined by differential leveling
 LL0796.and adjusted by the National Geodetic Survey in June 1991..
 LL0796
 LL0796.The geoid height was determined by GEOID03.
 LL0796
 LL0796.The dynamic height is computed by dividing the NAVD 88
 LL0796.geopotential number by the normal gravity value computed on the
 LL0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0796.degrees latitude (g = 980.6199 gals.).
 LL0796
 LL0796.The modeled gravity was interpolated from observed gravity values.
 LL0796
 LL0796;                    North         East    Units  Estimated Accuracy
 LL0796;SPC CO N     -   390,400.      873,970.      MT  (+/- 180 meters Scaled)
 LL0796
 LL0796                          SUPERSEDED SURVEY CONTROL
 LL0796
 LL0796  NGVD 29 (??/??/92) 2390.082  (m)         7841.46   (f) ADJ UNCH    1 2
 LL0796
 LL0796.Superseded values are not recommended for survey control.
 LL0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0796.See file dsdata.txt to determine how the superseded data were derived.
 LL0796
 LL0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE169396(NAD 83)
 LL0796_MARKER: DB = BENCH MARK DISK
 LL0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0796_STAMPING: C 139 1934
 LL0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0796+STABILITY: SURFACE MOTION
 LL0796
 LL0796  HISTORY     - Date     Condition        Report By
 LL0796  HISTORY     - 1934     MONUMENTED       CGS
 LL0796  HISTORY     - 1954     GOOD             NGS
 LL0796
 LL0796                          STATION DESCRIPTION
 LL0796
 LL0796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LL0796'2.3 MI W FROM GRANBY.
 LL0796'2.3 MILES WEST ALONG THE DENVER AND SALT LAKE RAILROAD
 LL0796'FROM THE STATION AT GRANBY, 98 FEET SOUTH OF THE SOUTH RAIL,
 LL0796'2 FEET NORTH OF A FENCE, 3.2 FEET EAST OF A WITNESS POST,
 LL0796'28 RAILS WEST OF MILEPOST 78, SET IN THE TOP OF A CONCRETE
 LL0796'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0061 ***********************************************************************
 LK0061  DESIGNATION -  C 14
 LK0061  PID         -  LK0061
 LK0061  STATE/COUNTY-  CO/YUMA
 LK0061  USGS QUAD   -  WRAY (1984)
 LK0061
 LK0061                         *CURRENT SURVEY CONTROL
 LK0061  ___________________________________________________________________
 LK0061* NAD 83(1986)-  40 01 04.     (N)    102 13 39.     (W)     SCALED    
 LK0061* NAVD 88     -      1163.270  (meters)    3816.49   (feet)  ADJUSTED  
 LK0061  ___________________________________________________________________
 LK0061  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 LK0061  DYNAMIC HT  -        1162.382 (meters)    3813.58  (feet)  COMP
 LK0061  MODELED GRAV-     979,822.0   (mgal)                       NAVD 88
 LK0061
 LK0061  VERT ORDER  -  FIRST     CLASS II
 LK0061
 LK0061.The horizontal coordinates were scaled from a topographic map and have
 LK0061.an estimated accuracy of +/- 6 seconds.
 LK0061
 LK0061.The orthometric height was determined by differential leveling
 LK0061.and adjusted by the National Geodetic Survey in June 1991..
 LK0061
 LK0061.The geoid height was determined by GEOID03.
 LK0061
 LK0061.The dynamic height is computed by dividing the NAVD 88
 LK0061.geopotential number by the normal gravity value computed on the
 LK0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0061.degrees latitude (g = 980.6199 gals.).
 LK0061
 LK0061.The modeled gravity was interpolated from observed gravity values.
 LK0061
 LK0061;                    North         East    Units  Estimated Accuracy
 LK0061;SPC CO N     -   385,950.    1,193,710.      MT  (+/- 180 meters Scaled)
 LK0061
 LK0061                          SUPERSEDED SURVEY CONTROL
 LK0061
 LK0061  NGVD 29 (??/??/92) 1162.793  (m)         3814.93   (f) ADJ UNCH    1 2
 LK0061
 LK0061.Superseded values are not recommended for survey control.
 LK0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0061.See file dsdata.txt to determine how the superseded data were derived.
 LK0061
 LK0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE366334(NAD 83)
 LK0061_MARKER: DB = BENCH MARK DISK
 LK0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0061_STAMPING: 3814.930 C 14 1926
 LK0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0061+STABILITY: SURFACE MOTION
 LK0061
 LK0061  HISTORY     - Date     Condition        Report By
 LK0061  HISTORY     - 1926     MONUMENTED       CGS
 LK0061  HISTORY     - 1934     GOOD             NGS
 LK0061
 LK0061                          STATION DESCRIPTION
 LK0061
 LK0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LK0061'4.5 MI S FROM WRAY.
 LK0061'4.5 MILES SOUTH ALONG STATE HIGHWAY 51 FROM WRAY, AT THE
 LK0061'INTERSECTION OF AN EAST-AND-WEST ROAD, 40 FEET EAST OF THE HIGHWAY,
 LK0061'30.8 FEET NORTH OF THE ROAD, AND 9.5 FEET EAST OF A POINT 1.3 FEET
 LK0061'NORTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED 3814.930 C 14
 LK0061'1926 AND SET IN THE TOP OF A CONCRETE POST, PROJECTING 8 INCHES
 LK0061'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1011 ***********************************************************************
 KK1011  DESIGNATION -  C 140
 KK1011  PID         -  KK1011
 KK1011  STATE/COUNTY-  CO/GRAND
 KK1011  USGS QUAD   -  BERTHOUD PASS (1957)
 KK1011
 KK1011                         *CURRENT SURVEY CONTROL
 KK1011  ___________________________________________________________________
 KK1011* NAD 83(1986)-  39 48 33.     (N)    105 46 46.     (W)     SCALED    
 KK1011* NAVD 88     -      3298.651  (meters)   10822.32   (feet)  ADJUSTED  
 KK1011  ___________________________________________________________________
 KK1011  GEOID HEIGHT-         -12.39  (meters)                     GEOID03
 KK1011  DYNAMIC HT  -        3294.382 (meters)   10808.32  (feet)  COMP
 KK1011  MODELED GRAV-     979,210.9   (mgal)                       NAVD 88
 KK1011
 KK1011  VERT ORDER  -  FIRST     CLASS II
 KK1011
 KK1011.The horizontal coordinates were scaled from a topographic map and have
 KK1011.an estimated accuracy of +/- 6 seconds.
 KK1011
 KK1011.The orthometric height was determined by differential leveling
 KK1011.and adjusted by the National Geodetic Survey in June 1991..
 KK1011
 KK1011.The geoid height was determined by GEOID03.
 KK1011
 KK1011.The dynamic height is computed by dividing the NAVD 88
 KK1011.geopotential number by the normal gravity value computed on the
 KK1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1011.degrees latitude (g = 980.6199 gals.).
 KK1011
 KK1011.The modeled gravity was interpolated from observed gravity values.
 KK1011
 KK1011;                    North         East    Units  Estimated Accuracy
 KK1011;SPC CO N     -   357,670.      890,470.      MT  (+/- 180 meters Scaled)
 KK1011
 KK1011                          SUPERSEDED SURVEY CONTROL
 KK1011
 KK1011  NGVD 29 (??/??/92) 3296.858  (m)        10816.44   (f) ADJ UNCH    1 2
 KK1011
 KK1011.Superseded values are not recommended for survey control.
 KK1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1011.See file dsdata.txt to determine how the superseded data were derived.
 KK1011
 KK1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE332068(NAD 83)
 KK1011_MARKER: DB = BENCH MARK DISK
 KK1011_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 KK1011_SP_SET: ROCK
 KK1011_STAMPING: C 140 1934
 KK1011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1011
 KK1011  HISTORY     - Date     Condition        Report By
 KK1011  HISTORY     - 1934     MONUMENTED       CGS
 KK1011  HISTORY     - 1954     GOOD             NGS
 KK1011
 KK1011                          STATION DESCRIPTION
 KK1011
 KK1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1011'9 MI S FROM WEST PORTAL.
 KK1011'8.95 MILES SOUTH ALONG U.S. HIGHWAY 40 FROM THE WEST PORTAL OF THE
 KK1011'MOFFAT TUNNEL AT WEST PORTAL, 33 FEET SOUTHWEST OF THE CENTER LINE OF
 KK1011'THE HIGHWAY, 70 FEET SOUTH OF THE SOUTHWEST END OF A STONE CULVERT,
 KK1011'3 FEET ABOVE THE GROUND, SET IN THE TOP OF THE CENTER OF A ROCK
 KK1011'WHICH IS 9 FEET IN LENGTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD9270 ***********************************************************************
 AD9270  DESIGNATION -  C 140 MP 0.55
 AD9270  PID         -  AD9270
 AD9270  STATE/COUNTY-  CO/LA PLATA
 AD9270  USGS QUAD   -  REDMESA (1968)
 AD9270
 AD9270                         *CURRENT SURVEY CONTROL
 AD9270  ___________________________________________________________________
 AD9270* NAD 83(1992)-  37 00 19.67865(N)    108 10 59.41958(W)     ADJUSTED  
 AD9270* NAVD 88     -      1839.3    (meters)    6034.     (feet)  GPS OBS   
 AD9270  ___________________________________________________________________
 AD9270  X           -  -1,591,822.306 (meters)                     COMP
 AD9270  Y           -  -4,846,351.818 (meters)                     COMP
 AD9270  Z           -   3,818,972.513 (meters)                     COMP
 AD9270  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 AD9270  ELLIP HEIGHT-        1819.08  (meters)          (12/03/02) GPS OBS
 AD9270  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 AD9270
 AD9270  HORZ ORDER  -  FIRST
 AD9270  ELLP ORDER  -  FOURTH    CLASS II
 AD9270
 AD9270.The horizontal coordinates were established by GPS observations
 AD9270.and adjusted by the National Geodetic Survey in July 1997..
 AD9270
 AD9270.The orthometric height was determined by GPS observations and a
 AD9270.high-resolution geoid model.
 AD9270
 AD9270.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9270
 AD9270.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9270
 AD9270.The ellipsoidal height was determined by GPS observations
 AD9270.and is referenced to NAD 83.
 AD9270
 AD9270.The geoid height was determined by GEOID03.
 AD9270
 AD9270;                    North         East     Units Scale Factor Converg.
 AD9270;SPC CO S     -   345,832.298   675,606.392   MT  1.00004917   -1 38 44.9
 AD9270;SPC CO S     - 1,134,618.13  2,216,551.97   sFT  1.00004917   -1 38 44.9
 AD9270;UTM  12      - 4,099,188.795   750,640.385   MT  1.00037396   +1 41 46.7
 AD9270
 AD9270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9270!SPC CO S     -   0.99971461  x   1.00004917  =   0.99976377
 AD9270!UTM  12      -   0.99971461  x   1.00037396  =   1.00008846
 AD9270
 AD9270                          SUPERSEDED SURVEY CONTROL
 AD9270
 AD9270  ELLIP H (07/06/97) 1819.08   (m)                       GP(       ) 3 1
 AD9270
 AD9270.Superseded values are not recommended for survey control.
 AD9270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9270.See file dsdata.txt to determine how the superseded data were derived.
 AD9270
 AD9270_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYF5064099189(NAD 83)
 AD9270_MARKER: DU = BOUNDARY MARKER
 AD9270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9270_STAMPING: 0.55
 AD9270_MARK LOGO: CODH  
 AD9270_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD9270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9270+STABILITY: SURFACE MOTION
 AD9270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9270+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AD9270
 AD9270  HISTORY     - Date     Condition        Report By
 AD9270  HISTORY     - 1993     MONUMENTED       CODOT
 AD9270  HISTORY     - 20050616 GOOD             INDIV
 AD9270
 AD9270                          STATION DESCRIPTION
 AD9270
 AD9270'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1993 (RSC)
 AD9270'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) SOUTH OF THE TOWN OF
 AD9270'REDMESA, 0.45 MI (0.72 KM) NORTH OF THE COLORADO-NEW MEXICO BORDER AND
 AD9270'0.3 MI (0.5 KM) EAST OF THE LA PLATA RIVER, AT COLORADO STATE HIGHWAY
 AD9270'140 MILEPOST 0.55, IT IS IN THE NORTHEAST 1/4 OF SEC.  10, T 32 N, R
 AD9270'13 W.  OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION RIGHT-OF-WAY TO
 AD9270'REACH THE STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY 160 AND
 AD9270'COLORADO STATE HIGHWAY 140 AT THE TOWN OF HESPERUS, GO SOUTH ON
 AD9270'COLORADO HIGHWAY 140 FOR 22.8 MI (36.7 KM) TO THE STATION ON THE RIGHT
 AD9270'THE STATION MARK IS A STANDARD CODH RIGHT-OF-WAY DISK SET IN A 6-INCH
 AD9270'CONCRETE POST PROJECTING 0.25 M (0.82 FT) ABOVE THE GROUND.  IT IS
 AD9270'20.0 M (65.6 FT) WEST OF THE CENTER OF A DIRT ROAD ON THE EAST SIDE OF
 AD9270'THE ROAD, 15.3 M (50.2 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY
 AD9270'140, 0.5 M (1.6 FT) WEST OF A WITNESS POST, 0.3 M (1.0 FT) WEST OF A
 AD9270'RIGHT-OF-WAY FENCE AND ABOUT 1.4 M (4.6 FT) ABOVE THE HIGHWAY.
 AD9270
 AD9270                          STATION RECOVERY (2005)
 AD9270
 AD9270'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BHI)
 AD9270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD9271 ***********************************************************************
 AD9271  DESIGNATION -  C 140 MP 15.2
 AD9271  PID         -  AD9271
 AD9271  STATE/COUNTY-  CO/LA PLATA
 AD9271  USGS QUAD   -  KLINE (1968)
 AD9271
 AD9271                         *CURRENT SURVEY CONTROL
 AD9271  ___________________________________________________________________
 AD9271* NAD 83(1992)-  37 11 23.21520(N)    108 04 47.60250(W)     ADJUSTED  
 AD9271* NAVD 88     -      2232.7    (meters)    7325.     (feet)  GPS OBS   
 AD9271  ___________________________________________________________________
 AD9271  X           -  -1,579,350.957 (meters)                     COMP
 AD9271  Y           -  -4,837,779.790 (meters)                     COMP
 AD9271  Z           -   3,835,530.845 (meters)                     COMP
 AD9271  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 AD9271  ELLIP HEIGHT-        2213.44  (meters)          (12/03/02) GPS OBS
 AD9271  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 AD9271
 AD9271  HORZ ORDER  -  FIRST
 AD9271  ELLP ORDER  -  FOURTH    CLASS II
 AD9271
 AD9271.The horizontal coordinates were established by GPS observations
 AD9271.and adjusted by the National Geodetic Survey in July 1997..
 AD9271
 AD9271.The orthometric height was determined by GPS observations and a
 AD9271.high-resolution geoid model.
 AD9271
 AD9271.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9271
 AD9271.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9271
 AD9271.The ellipsoidal height was determined by GPS observations
 AD9271.and is referenced to NAD 83.
 AD9271
 AD9271.The geoid height was determined by GEOID03.
 AD9271
 AD9271;                    North         East     Units Scale Factor Converg.
 AD9271;SPC CO S     -   366,021.374   685,360.784   MT  1.00000819   -1 34 56.8
 AD9271;SPC CO S     - 1,200,855.12  2,248,554.51   sFT  1.00000819   -1 34 56.8
 AD9271;UTM  12      - 4,119,920.391   759,203.259   MT  1.00042772   +1 45 57.8
 AD9271;UTM  13      - 4,120,369.795   226,610.350   MT  1.00052082   -1 51 46.1
 AD9271
 AD9271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9271!SPC CO S     -   0.99965277  x   1.00000819  =   0.99966096
 AD9271!UTM  12      -   0.99965277  x   1.00042772  =   1.00008034
 AD9271!UTM  13      -   0.99965277  x   1.00052082  =   1.00017341
 AD9271
 AD9271                          SUPERSEDED SURVEY CONTROL
 AD9271
 AD9271  ELLIP H (07/06/97) 2213.45   (m)                       GP(       ) 3 1
 AD9271
 AD9271.Superseded values are not recommended for survey control.
 AD9271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9271.See file dsdata.txt to determine how the superseded data were derived.
 AD9271
 AD9271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG5920319920(NAD 83)
 AD9271_MARKER: DU = BOUNDARY MARKER
 AD9271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9271_STAMPING: MP 15.2
 AD9271_MARK LOGO: CODH  
 AD9271_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD9271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9271+STABILITY: SURFACE MOTION
 AD9271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9271+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AD9271
 AD9271  HISTORY     - Date     Condition        Report By
 AD9271  HISTORY     - 1993     MONUMENTED       CODOT
 AD9271
 AD9271                          STATION DESCRIPTION
 AD9271
 AD9271'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1993 (RSC)
 AD9271'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTHWEST OF HESPERUS,
 AD9271'4.0 MI (6.4 KM) NORTHEAST OF KLINE AND 0.1 MI (0.2 KM) SOUTH OF BREEN,
 AD9271'AT COLORADO STATE HIGHWAY 140 MILEPOST 15.2, IT IS IN THE SOUTHEAST
 AD9271'1/4 OF SEC.  18, T 34 N, R 11 W.  OWNERSHIP--COLORADO DEPT.  OF
 AD9271'TRANSPORTATION RIGHT-OF-WAY TO REACH THE STATION FROM THE INTERSECTION
 AD9271'OF U.  S.  HIGHWAY 160 AND COLORADO STATE HIGHWAY 140 AT THE TOWN OF
 AD9271'HESPERUS, GO SOUTH ON STATE HIGHWAY 140 FOR 8.15 MI (13.12 KM) TO THE
 AD9271'STATION ON THE LEFT.  IT IS 0.1 MI (0.2 KM) SOUTH OF THE SMALL TOWN OF
 AD9271'BREEN THE STATION MARK IS A STANDARD CODH RIGHT-OF-WAY DISK SET IN A
 AD9271'6-INCH CONCRETE POST PROJECTING 0.2 M (0.7 FT) ABOVE THE GROUND.  IT
 AD9271'IS 43.2 METERS (141.7 FT) SOUTH OF THE SOUTHERN TOWN SIGH FOR BREEN,
 AD9271'20.0 M (65.6 FT) NORTHEAST OF A POWER POLE, 17.1 M (56.1 FT) SOUTHEAST
 AD9271'OF THE CENTERLINE OF STATE HIGHWAY 140, 0.3 M (1.0 FT) SOUTHEAST OF A
 AD9271'WITNESS POST, 0.1 M (0.3 FT) SOUTHEAST OF A RIGHT-OF-WAY FENCE AND
 AD9271'ABOUT 0.6 M (2.0 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD9273 ***********************************************************************
 AD9273  DESIGNATION -  C 140 MP 7.2
 AD9273  PID         -  AD9273
 AD9273  STATE/COUNTY-  CO/LA PLATA
 AD9273  USGS QUAD   -  REDMESA (1968)
 AD9273
 AD9273                         *CURRENT SURVEY CONTROL
 AD9273  ___________________________________________________________________
 AD9273* NAD 83(1992)-  37 05 59.99174(N)    108 10 05.28315(W)     ADJUSTED  
 AD9273* NAVD 88     -      2003.6    (meters)    6573.     (feet)  GPS OBS   
 AD9273  ___________________________________________________________________
 AD9273  X           -  -1,588,619.643 (meters)                     COMP
 AD9273  Y           -  -4,840,886.368 (meters)                     COMP
 AD9273  Z           -   3,827,446.912 (meters)                     COMP
 AD9273  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AD9273  ELLIP HEIGHT-        1983.80  (meters)          (12/03/02) GPS OBS
 AD9273  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 AD9273
 AD9273  HORZ ORDER  -  FIRST
 AD9273  ELLP ORDER  -  FOURTH    CLASS II
 AD9273
 AD9273.The horizontal coordinates were established by GPS observations
 AD9273.and adjusted by the National Geodetic Survey in July 1997..
 AD9273
 AD9273.The orthometric height was determined by GPS observations and a
 AD9273.high-resolution geoid model.
 AD9273
 AD9273.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9273
 AD9273.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9273
 AD9273.The ellipsoidal height was determined by GPS observations
 AD9273.and is referenced to NAD 83.
 AD9273
 AD9273.The geoid height was determined by GEOID03.
 AD9273
 AD9273;                    North         East     Units Scale Factor Converg.
 AD9273;SPC CO S     -   356,281.047   677,243.992   MT  1.00002688   -1 38 11.7
 AD9273;SPC CO S     - 1,168,898.74  2,221,924.66   sFT  1.00002688   -1 38 11.7
 AD9273;UTM  12      - 4,109,718.845   751,666.083   MT  1.00038029   +1 42 32.8
 AD9273
 AD9273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9273!SPC CO S     -   0.99968878  x   1.00002688  =   0.99971565
 AD9273!UTM  12      -   0.99968878  x   1.00038029  =   1.00006895
 AD9273
 AD9273                          SUPERSEDED SURVEY CONTROL
 AD9273
 AD9273  ELLIP H (07/06/97) 1983.80   (m)                       GP(       ) 3 1
 AD9273
 AD9273.Superseded values are not recommended for survey control.
 AD9273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9273.See file dsdata.txt to determine how the superseded data were derived.
 AD9273
 AD9273_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG5166609719(NAD 83)
 AD9273_MARKER: DU = BOUNDARY MARKER
 AD9273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9273_STAMPING: MP 7.2
 AD9273_MARK LOGO: CODH  
 AD9273_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD9273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9273+STABILITY: SURFACE MOTION
 AD9273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9273+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AD9273
 AD9273  HISTORY     - Date     Condition        Report By
 AD9273  HISTORY     - 1993     MONUMENTED       CODOT
 AD9273
 AD9273                          STATION DESCRIPTION
 AD9273
 AD9273'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1993 (RSC)
 AD9273'THE STATION IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH OF THE
 AD9273'COLORADO-NEW MEXICO BORDER, 4.3 MI (6.9 KM) SOUTHWEST OF KLINE AND 0.5
 AD9273'MI (0.8 KM) NORTHEAST OF REDMESA, AT COLORADO STATE HIGHWAY 140
 AD9273'MILEPOST 7.2, IN THE SOUTHEAST 1/4 OF SEC.  17, T 33 N, R 12 W.
 AD9273'OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION RIGHT-OF-WAY  TO REACH
 AD9273'THE STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY 160 AND COLORADO
 AD9273'STATE HIGHWAY 140 AT THE TOWN OF HESPERUS, GO SOUTH ON STATE HIGHWAY
 AD9273'140 FOR 16.15 MI (25.99 KM) TO THE STATION ON THE LEFT.  IT IS 0.4 MI
 AD9273'(0.6 KM) NORTH OF THE CHURCH OF LATTER DAY SAINTS IN REDMESA AND 0.2
 AD9273'MI (0.3 KM) NORTH OF THE INTERSECTION OF THE HIGHWAY AND COUNTY ROAD
 AD9273'103 GOING NORTH  THE STATION MARK IS A STANDARD CODH RIGHT-OF-WAY
 AD9273'MARKER SET IN THE TOP OF A 6-INCH CONCRETE POST PROJECTING 0.2 M (0.7
 AD9273'FT) ABOVE THE GROUND.  IT IS 27.2 M (89.2 FT) SOUTHWEST OF THE CENTER
 AD9273'OF A FIELD GATE, 15.6 M (51.2 FT) SOUTHEAST OF THE CENTERLINE OF THE
 AD9273'STATE HIGHWAY, 0.45 M (1.48 FT) SOUTHEAST OF A WITNESS POST, 0.1 M
 AD9273'(0.3 FT) SOUTHEAST OF A RIGHT-OF-WAY FENCE AND ABOUT 0.6 M (2.0 FT)
 AD9273'ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0038 ***********************************************************************
 JM0038  DESIGNATION -  C 141
 JM0038  PID         -  JM0038
 JM0038  STATE/COUNTY-  CO/MESA
 JM0038  USGS QUAD   -  WHITEWATER (1969)
 JM0038
 JM0038                         *CURRENT SURVEY CONTROL
 JM0038  ___________________________________________________________________
 JM0038* NAD 83(1986)-  38 56 25.     (N)    108 28 24.     (W)     SCALED    
 JM0038* NAVD 88     -      1624.372  (meters)    5329.29   (feet)  ADJUSTED  
 JM0038  ___________________________________________________________________
 JM0038  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 JM0038  DYNAMIC HT  -        1622.776 (meters)    5324.06  (feet)  COMP
 JM0038  MODELED GRAV-     979,587.3   (mgal)                       NAVD 88
 JM0038
 JM0038  VERT ORDER  -  SECOND    CLASS 0
 JM0038
 JM0038.The horizontal coordinates were scaled from a topographic map and have
 JM0038.an estimated accuracy of +/- 6 seconds.
 JM0038
 JM0038.The orthometric height was determined by differential leveling
 JM0038.and adjusted by the National Geodetic Survey in June 1991..
 JM0038
 JM0038.The geoid height was determined by GEOID03.
 JM0038
 JM0038.The dynamic height is computed by dividing the NAVD 88
 JM0038.geopotential number by the normal gravity value computed on the
 JM0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0038.degrees latitude (g = 980.6199 gals.).
 JM0038
 JM0038.The modeled gravity was interpolated from observed gravity values.
 JM0038
 JM0038;                    North         East    Units  Estimated Accuracy
 JM0038;SPC CO C     -   431,900.      656,680.      MT  (+/- 180 meters Scaled)
 JM0038
 JM0038                          SUPERSEDED SURVEY CONTROL
 JM0038
 JM0038  NGVD 29 (??/??/92) 1623.327  (m)         5325.87   (f) ADJ UNCH    2 0
 JM0038
 JM0038.Superseded values are not recommended for survey control.
 JM0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0038.See file dsdata.txt to determine how the superseded data were derived.
 JM0038
 JM0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ189131(NAD 83)
 JM0038_MARKER: DB = BENCH MARK DISK
 JM0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0038_SP_SET: CONCRETE POST
 JM0038_STAMPING: C 141 1934
 JM0038_MARK LOGO: CGS   
 JM0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0038+STABILITY: SURFACE MOTION
 JM0038
 JM0038  HISTORY     - Date     Condition        Report By
 JM0038  HISTORY     - 1934     MONUMENTED       CGS
 JM0038  HISTORY     - 1956     GOOD             USGS
 JM0038  HISTORY     - 1984     GOOD             NGS
 JM0038  HISTORY     - 20050225 POOR             GEOCAC
 JM0038
 JM0038                          STATION DESCRIPTION
 JM0038
 JM0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0038'4.5 MI SW FROM WHITEWATER.
 JM0038'4.5 MILES SOUTHWEST OF, ALONG STATE HWY. 141, FROM R.R. STATION.  60
 JM0038'FEET WEST OF WEST EDGE OF SMALL DRY WASH.  54 FEET EAST OF CENTERLINE
 JM0038'OF STATE HWY. 141.  6 FEET SOUTH OF ROCK CAIRN 3 FT. IN DIAMETER AT
 JM0038'BASE AND 2.5 FEET HIGH.  PRECAST CONCRETE POST SET ON OUTSIDE OF
 JM0038'HIGHWAY CURVE.
 JM0038
 JM0038                          STATION RECOVERY (1956)
 JM0038
 JM0038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 JM0038'RECOVERED IN GOOD CONDITION.
 JM0038
 JM0038                          STATION RECOVERY (1984)
 JM0038
 JM0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JM0038'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  16.9 KM (10.5
 JM0038'MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH U.S.
 JM0038'HIGHWAY 6 IN GRAND JUNCTION, THENCE 1.8 KM (1.1 MI) SOUTHWEST ALONG
 JM0038'STATE HIGHWAY 141, THENCE 4.1 KM (2.55 MI) SOUTHERLY ALONG A DIRT
 JM0038'ROAD.
 JM0038
 JM0038                          STATION RECOVERY (2005)
 JM0038
 JM0038'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 JM0038'DISK MUTILATED STAMPING OBLITERATED
 JM0038'N 38  56' 25.0
 JM0038'S 108  28' 24.0
 JM0038'NAD 83
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0202 ***********************************************************************
 JM0202  DESIGNATION -  C 142
 JM0202  PID         -  JM0202
 JM0202  STATE/COUNTY-  CO/MESA
 JM0202  USGS QUAD   -  GATEWAY (1973)
 JM0202
 JM0202                         *CURRENT SURVEY CONTROL
 JM0202  ___________________________________________________________________
 JM0202* NAD 83(1986)-  38 38 21.     (N)    108 56 52.     (W)     SCALED    
 JM0202* NAVD 88     -      1422.235  (meters)    4666.12   (feet)  ADJUSTED  
 JM0202  ___________________________________________________________________
 JM0202  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 JM0202  DYNAMIC HT  -        1420.738 (meters)    4661.20  (feet)  COMP
 JM0202  MODELED GRAV-     979,527.3   (mgal)                       NAVD 88
 JM0202
 JM0202  VERT ORDER  -  SECOND    CLASS 0
 JM0202
 JM0202.The horizontal coordinates were scaled from a topographic map and have
 JM0202.an estimated accuracy of +/- 6 seconds.
 JM0202
 JM0202.The orthometric height was determined by differential leveling
 JM0202.and adjusted by the National Geodetic Survey in June 1991..
 JM0202
 JM0202.The geoid height was determined by GEOID03.
 JM0202
 JM0202.The dynamic height is computed by dividing the NAVD 88
 JM0202.geopotential number by the normal gravity value computed on the
 JM0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0202.degrees latitude (g = 980.6199 gals.).
 JM0202
 JM0202.The modeled gravity was interpolated from observed gravity values.
 JM0202
 JM0202;                    North         East    Units  Estimated Accuracy
 JM0202;SPC CO C     -   399,950.      614,300.      MT  (+/- 180 meters Scaled)
 JM0202
 JM0202                          SUPERSEDED SURVEY CONTROL
 JM0202
 JM0202  NGVD 29 (??/??/92) 1421.078  (m)         4662.32   (f) ADJ UNCH    2 0
 JM0202
 JM0202.Superseded values are not recommended for survey control.
 JM0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0202.See file dsdata.txt to determine how the superseded data were derived.
 JM0202
 JM0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH786787(NAD 83)
 JM0202_MARKER: DB = BENCH MARK DISK
 JM0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0202_STAMPING: C-142 1934
 JM0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0202+STABILITY: SURFACE MOTION
 JM0202
 JM0202  HISTORY     - Date     Condition        Report By
 JM0202  HISTORY     - 1934     MONUMENTED       CGS
 JM0202
 JM0202                          STATION DESCRIPTION
 JM0202
 JM0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0202'4.4 MI SE FROM GATEWAY.
 JM0202'4.4 MILES SOUTHEAST OF, ALONG STATE HWY. 141, FROM PUBLIC SCHOOL.
 JM0202'ABOUT .5 MILE SOUTHEAST OF LOG CABIN ON NORTHEAST SIDE OF DOLORES
 JM0202'RIVER.  300 FEET EAST OF DIP IN HIGHWAY.  225 FEET NORTHWEST OF
 JM0202'SOUTHEAST SIDE OF RIDGE WHICH HIGHWAY DROPS BACK DOWN TO LEVEL OF
 JM0202'RIVER.  54 FEET NORTHEAST OF CENTERLINE OF STATE HIGHWAY 141. PRECAST
 JM0202'CONCRETE POST SET ON OUTSIDE OF HIGHWAY CURVE AND IN CENTER OF RIDGE
 JM0202'PROJECTING OUT TO RIVER FROM HIGHWAY.  TABLET SET IN PRECAST CONCRETE
 JM0202'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0406 ***********************************************************************
 JL0406  DESIGNATION -  C 143
 JL0406  PID         -  JL0406
 JL0406  STATE/COUNTY-  CO/MONTROSE
 JL0406  USGS QUAD   -  MONTROSE WEST (1983)
 JL0406
 JL0406                         *CURRENT SURVEY CONTROL
 JL0406  ___________________________________________________________________
 JL0406* NAD 83(1986)-  38 26 14.     (N)    107 57 13.     (W)     SCALED    
 JL0406* NAVD 88     -      1880.788  (meters)    6170.55   (feet)  ADJUSTED  
 JL0406  ___________________________________________________________________
 JL0406  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 JL0406  DYNAMIC HT  -        1878.672 (meters)    6163.61  (feet)  COMP
 JL0406  MODELED GRAV-     979,436.8   (mgal)                       NAVD 88
 JL0406
 JL0406  VERT ORDER  -  SECOND    CLASS 0
 JL0406
 JL0406.The horizontal coordinates were scaled from a topographic map and have
 JL0406.an estimated accuracy of +/- 6 seconds.
 JL0406
 JL0406.The orthometric height was determined by differential leveling
 JL0406.and adjusted by the National Geodetic Survey in June 1991..
 JL0406
 JL0406.The geoid height was determined by GEOID03.
 JL0406
 JL0406.The dynamic height is computed by dividing the NAVD 88
 JL0406.geopotential number by the normal gravity value computed on the
 JL0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0406.degrees latitude (g = 980.6199 gals.).
 JL0406
 JL0406.The modeled gravity was interpolated from observed gravity values.
 JL0406
 JL0406;                    North         East    Units  Estimated Accuracy
 JL0406;SPC CO S     -   504,120.      700,210.      MT  (+/- 180 meters Scaled)
 JL0406
 JL0406                          SUPERSEDED SURVEY CONTROL
 JL0406
 JL0406  NGVD 29 (??/??/92) 1879.532  (m)         6166.43   (f) ADJ UNCH    2 0
 JL0406
 JL0406.Superseded values are not recommended for survey control.
 JL0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0406.See file dsdata.txt to determine how the superseded data were derived.
 JL0406
 JL0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC422584(NAD 83)
 JL0406_MARKER: DB = BENCH MARK DISK
 JL0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0406_STAMPING: C-143 1934
 JL0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0406+STABILITY: SURFACE MOTION
 JL0406
 JL0406  HISTORY     - Date     Condition        Report By
 JL0406  HISTORY     - 1934     MONUMENTED       CGS
 JL0406  HISTORY     - 1962     MARK NOT FOUND   USGS
 JL0406  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0406
 JL0406                          STATION DESCRIPTION
 JL0406
 JL0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0406'7.2 MI SW FROM MONTROSE.
 JL0406'7.2 MILES SOUTHWEST OF, ALONG STATE HWY. 90, FROM MONTROSE CO.
 JL0406'COURTHOUSE.  0.5 MILE WEST OF GRAVEL PIT ON TOP OF A GRAVEL RIDGE. 0.3
 JL0406'MILE WEST OF TOP OF HIGHWAY GRADE WHICH DOES DOWN INTO SHAVANO VALLEY.
 JL0406'750 FEET EAST OF FRANK LINDSAYS FARM HOUSE.  30 FEET SOUTH OF
 JL0406'CENTERLINE OF STATE HWY.90.  3 FEET SOUTH OF FENCE LINE.  TABLET SET
 JL0406'IN PRECAST CONCRETE POST.
 JL0406
 JL0406                          STATION RECOVERY (1962)
 JL0406
 JL0406'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 JL0406'MARK NOT FOUND.
 JL0406
 JL0406                          STATION RECOVERY (1984)
 JL0406
 JL0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0127 ***********************************************************************
 JM0127  DESIGNATION -  C 144
 JM0127  PID         -  JM0127
 JM0127  STATE/COUNTY-  CO/MONTROSE
 JM0127  USGS QUAD   -  NATURITA (1994)
 JM0127
 JM0127                         *CURRENT SURVEY CONTROL
 JM0127  ___________________________________________________________________
 JM0127* NAD 83(1986)-  38 14 29.     (N)    108 36 49.     (W)     SCALED    
 JM0127* NAVD 88     -      1615.118  (meters)    5298.93   (feet)  ADJUSTED  
 JM0127  ___________________________________________________________________
 JM0127  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 JM0127  DYNAMIC HT  -        1613.279 (meters)    5292.90  (feet)  COMP
 JM0127  MODELED GRAV-     979,435.1   (mgal)                       NAVD 88
 JM0127
 JM0127  VERT ORDER  -  SECOND    CLASS 0
 JM0127
 JM0127.The horizontal coordinates were scaled from a topographic map and have
 JM0127.an estimated accuracy of +/- 6 seconds.
 JM0127
 JM0127.The orthometric height was determined by differential leveling
 JM0127.and adjusted by the National Geodetic Survey in June 1991..
 JM0127
 JM0127.The geoid height was determined by GEOID03.
 JM0127
 JM0127.The dynamic height is computed by dividing the NAVD 88
 JM0127.geopotential number by the normal gravity value computed on the
 JM0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0127.degrees latitude (g = 980.6199 gals.).
 JM0127
 JM0127.The modeled gravity was interpolated from observed gravity values.
 JM0127
 JM0127;                    North         East    Units  Estimated Accuracy
 JM0127;SPC CO S     -   484,120.      641,880.      MT  (+/- 180 meters Scaled)
 JM0127
 JM0127                          SUPERSEDED SURVEY CONTROL
 JM0127
 JM0127  NGVD 29 (??/??/92) 1613.918  (m)         5295.00   (f) ADJ UNCH    2 0
 JM0127
 JM0127.Superseded values are not recommended for survey control.
 JM0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0127.See file dsdata.txt to determine how the superseded data were derived.
 JM0127
 JM0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH088352(NAD 83)
 JM0127_MARKER: DB = BENCH MARK DISK
 JM0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0127_STAMPING: C-144 1934
 JM0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0127+STABILITY: SURFACE MOTION
 JM0127
 JM0127  HISTORY     - Date     Condition        Report By
 JM0127  HISTORY     - 1934     MONUMENTED       CGS
 JM0127  HISTORY     - 1964     MARK NOT FOUND   USGS
 JM0127  HISTORY     - 19901206 MARK NOT FOUND   USPSQD
 JM0127
 JM0127                          STATION DESCRIPTION
 JM0127
 JM0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0127'3.4 MI NW FROM NATURITA.
 JM0127'3.4 MILES NORTHWEST OF, ALONG STATE HWY. 141, FROM PUBLIC SCHOOL.
 JM0127'ABOUT .3 MILE NORTHWEST OF URANIUM MILL.  150 FEET NORTHWEST OF TWO
 JM0127'TALL COTTONWOOD TREES, 2.5 FEET IN DIAMETER AT BASE, IN FRONT OF MRS.
 JM0127'ANNABELL HUTCHINSONS FARM HOUSE.  150 FEET NORTHWEST OF MRS. ANNABELL
 JM0127'HUTCHINSONS FARM HOUSE.  21 FEET NORTHEAST OF CENTERLINE OF STATE HWY.
 JM0127'141.  4 FEET NORTH OF INTERSECTION OF FENCE WITH RIGHT OF WAY FENCE. 3
 JM0127'FEET NORTHEAST OF FENCE LINE.  TABLET SET IN PRECAST CONCRETE POST.
 JM0127
 JM0127                          STATION RECOVERY (1964)
 JM0127
 JM0127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JM0127'MARK NOT FOUND.
 JM0127
 JM0127                          STATION RECOVERY (1990)
 JM0127
 JM0127'RECOVERY NOTE BY US POWER SQUADRON 1990 (JMS)
 JM0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0159 ***********************************************************************
 JM0159  DESIGNATION -  C 145
 JM0159  PID         -  JM0159
 JM0159  STATE/COUNTY-  CO/MONTROSE
 JM0159  USGS QUAD   -  PARADOX (1994)
 JM0159
 JM0159                         *CURRENT SURVEY CONTROL
 JM0159  ___________________________________________________________________
 JM0159* NAD 83(1986)-  38 19 58.     (N)    108 59 02.     (W)     SCALED    
 JM0159* NAVD 88     -      1794.065  (meters)    5886.03   (feet)  ADJUSTED  
 JM0159  ___________________________________________________________________
 JM0159  GEOID HEIGHT-         -18.62  (meters)                     GEOID03
 JM0159  DYNAMIC HT  -        1792.075 (meters)    5879.50  (feet)  COMP
 JM0159  MODELED GRAV-     979,456.2   (mgal)                       NAVD 88
 JM0159
 JM0159  VERT ORDER  -  SECOND    CLASS 0
 JM0159
 JM0159.The horizontal coordinates were scaled from a topographic map and have
 JM0159.an estimated accuracy of +/- 6 seconds.
 JM0159
 JM0159.The orthometric height was determined by differential leveling
 JM0159.and adjusted by the National Geodetic Survey in June 1991..
 JM0159
 JM0159.The geoid height was determined by GEOID03.
 JM0159
 JM0159.The dynamic height is computed by dividing the NAVD 88
 JM0159.geopotential number by the normal gravity value computed on the
 JM0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0159.degrees latitude (g = 980.6199 gals.).
 JM0159
 JM0159.The modeled gravity was interpolated from observed gravity values.
 JM0159
 JM0159;                    North         East    Units  Estimated Accuracy
 JM0159;SPC CO S     -   495,400.      609,870.      MT  (+/- 180 meters Scaled)
 JM0159
 JM0159                          SUPERSEDED SURVEY CONTROL
 JM0159
 JM0159  NGVD 29 (??/??/92) 1792.950  (m)         5882.37   (f) ADJ UNCH    2 0
 JM0159
 JM0159.Superseded values are not recommended for survey control.
 JM0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0159.See file dsdata.txt to determine how the superseded data were derived.
 JM0159
 JM0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH762446(NAD 83)
 JM0159_MARKER: DB = BENCH MARK DISK
 JM0159_SETTING: 80 = SET IN A BOULDER
 JM0159_SP_SET: BOULDER
 JM0159_STAMPING: C-145 1934
 JM0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0159+STABILITY: SURFACE MOTION
 JM0159
 JM0159  HISTORY     - Date     Condition        Report By
 JM0159  HISTORY     - 1934     MONUMENTED       CGS
 JM0159  HISTORY     - 1960     GOOD             USGS
 JM0159  HISTORY     - 19900531 GOOD             USPSQD
 JM0159
 JM0159                          STATION DESCRIPTION
 JM0159
 JM0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0159'5.0 MI W FROM PARADOX.
 JM0159'5.0 MILES WEST OF, ALONG STATE HWY. 90, FROM PARADOX POST OFFICE.
 JM0159'ABOUT .8 MILE NORTHEAST OF WHERE HIGHWAY CROSSES SMALL CANYON AT
 JM0159'JUNCTION WITH LA SAL CREEK CANYON.  .7 MILE SOUTHEAST OF G.W.
 JM0159'SPRADLINS FARM HOUSE.  450 FEET SOUTHWEST OF WOODEN HIGHWAY BRIDGE
 JM0159'OVER SMALL DRAW.  75 FEET NORTHWEST OF CEDAR TREE 2 FT. IN DIAMETER AT
 JM0159'BASE ON SOUTH SIDE OF HIGHWAY.  42 FEET NORTH OF CENTERLINE OF STATE
 JM0159'HWY. 90.  4 FEET ABOVE LEVEL OF GROUND.  BRONZE TABLET SET
 JM0159'HORIZONTALLY IN SHELF ON LARGE SANDSTONE BOULDER WHICH IS LYING AT A
 JM0159'45 DEG ANGLE WITH HIGHWAY.
 JM0159
 JM0159                          STATION RECOVERY (1960)
 JM0159
 JM0159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JM0159'RECOVERED IN GOOD CONDITION.
 JM0159
 JM0159                          STATION RECOVERY (1990)
 JM0159
 JM0159'RECOVERY NOTE BY US POWER SQUADRON 1990 (TGO)
 JM0159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0153 ***********************************************************************
 JM0153  DESIGNATION -  C 146
 JM0153  PID         -  JM0153
 JM0153  STATE/COUNTY-  CO/SAN MIGUEL
 JM0153  USGS QUAD   -  HAMM CANYON (1994)
 JM0153
 JM0153                         *CURRENT SURVEY CONTROL
 JM0153  ___________________________________________________________________
 JM0153* NAD 83(1986)-  38 01 57.     (N)    108 51 46.     (W)     SCALED    
 JM0153* NAVD 88     -      1695.377  (meters)    5562.25   (feet)  ADJUSTED  
 JM0153  ___________________________________________________________________
 JM0153  GEOID HEIGHT-         -18.94  (meters)                     GEOID03
 JM0153  DYNAMIC HT  -        1693.451 (meters)    5555.93  (feet)  COMP
 JM0153  MODELED GRAV-     979,433.9   (mgal)                       NAVD 88
 JM0153
 JM0153  VERT ORDER  -  SECOND    CLASS 0
 JM0153
 JM0153.The horizontal coordinates were scaled from a topographic map and have
 JM0153.an estimated accuracy of +/- 6 seconds.
 JM0153
 JM0153.The orthometric height was determined by differential leveling
 JM0153.and adjusted by the National Geodetic Survey in June 1991..
 JM0153
 JM0153.The geoid height was determined by GEOID03.
 JM0153
 JM0153.The dynamic height is computed by dividing the NAVD 88
 JM0153.geopotential number by the normal gravity value computed on the
 JM0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0153.degrees latitude (g = 980.6199 gals.).
 JM0153
 JM0153.The modeled gravity was interpolated from observed gravity values.
 JM0153
 JM0153;                    North         East    Units  Estimated Accuracy
 JM0153;SPC CO S     -   461,700.      619,250.      MT  (+/- 180 meters Scaled)
 JM0153
 JM0153                          SUPERSEDED SURVEY CONTROL
 JM0153
 JM0153  NGVD 29 (??/??/92) 1694.254  (m)         5558.56   (f) ADJ UNCH    2 0
 JM0153
 JM0153.Superseded values are not recommended for survey control.
 JM0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0153.See file dsdata.txt to determine how the superseded data were derived.
 JM0153
 JM0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH875115(NAD 83)
 JM0153_MARKER: DB = BENCH MARK DISK
 JM0153_SETTING: 80 = SET IN A BOULDER
 JM0153_SP_SET: BOULDER
 JM0153_STAMPING: C 146 1934
 JM0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0153+STABILITY: SURFACE MOTION
 JM0153
 JM0153  HISTORY     - Date     Condition        Report By
 JM0153  HISTORY     - 1934     MONUMENTED       CGS
 JM0153  HISTORY     - 1960     GOOD             USGS
 JM0153
 JM0153                          STATION DESCRIPTION
 JM0153
 JM0153'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 JM0153'24.9 MI NE FROM DOVE CREEK.
 JM0153'IN SAN MIGUEL COUNTY, ABOUT 24.9 MILES NORTHEAST ALONG STATE HIGHWAY
 JM0153'80 FROM THE PUBLIC SCHOOL AT DOVE CREEK, DOLORES COUNTY, ABOUT 1.8
 JM0153'MILES EAST ALONG THE HIGHWAY FROM THE BRIDGE OVER THE DOLORES RIVER,
 JM0153'ABOUT 0.4 MILES NORTHEAST OF THE INTERSECTION OF A CREEK WITH DOLORES
 JM0153'RIVER, ABOUT 50 FEET SOUTHWEST OF THE TOP EDGE OF A 12 FOOT WATER
 JM0153'FALL, 28 FEET SOUTHEAST AND ABOUT LEVEL WITH THE HIGHWAY, IN A SHELF
 JM0153'ON THE NORTHWEST SIDE OF A 30 BY 30 BY 60 FEET BOULDER LOCATED ON THE
 JM0153'NORTHWEST SIDE OF A CREEK, 36 FEET SOUTHWEST OF THE NORTHEAST EDGE, 15
 JM0153'FEET NORTHEAST OF THE SOUTHEAST EDGE.  A STANDARD DISK, STAMPED C 146
 JM0153'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0082 ***********************************************************************
 JM0082  DESIGNATION -  C 147
 JM0082  PID         -  JM0082
 JM0082  STATE/COUNTY-  CO/SAN MIGUEL
 JM0082  USGS QUAD   -  GURLEY CANYON (1975)
 JM0082
 JM0082                         *CURRENT SURVEY CONTROL
 JM0082  ___________________________________________________________________
 JM0082* NAD 83(1986)-  38 06 16.     (N)    108 11 10.     (W)     SCALED    
 JM0082* NAVD 88     -      2040.097  (meters)    6693.22   (feet)  ADJUSTED  
 JM0082  ___________________________________________________________________
 JM0082  GEOID HEIGHT-         -17.29  (meters)                     GEOID03
 JM0082  DYNAMIC HT  -        2037.568 (meters)    6684.92  (feet)  COMP
 JM0082  MODELED GRAV-     979,317.8   (mgal)                       NAVD 88
 JM0082
 JM0082  VERT ORDER  -  SECOND    CLASS 0
 JM0082
 JM0082.The horizontal coordinates were scaled from a topographic map and have
 JM0082.an estimated accuracy of +/- 6 seconds.
 JM0082
 JM0082.The orthometric height was determined by differential leveling
 JM0082.and adjusted by the National Geodetic Survey in June 1991..
 JM0082
 JM0082.The geoid height was determined by GEOID03.
 JM0082
 JM0082.The dynamic height is computed by dividing the NAVD 88
 JM0082.geopotential number by the normal gravity value computed on the
 JM0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0082.degrees latitude (g = 980.6199 gals.).
 JM0082
 JM0082.The modeled gravity was interpolated from observed gravity values.
 JM0082
 JM0082;                    North         East    Units  Estimated Accuracy
 JM0082;SPC CO S     -   467,760.      678,850.      MT  (+/- 180 meters Scaled)
 JM0082
 JM0082                          SUPERSEDED SURVEY CONTROL
 JM0082
 JM0082  NGVD 29 (??/??/92) 2038.734  (m)         6688.75   (f) ADJ UNCH    2 0
 JM0082
 JM0082.Superseded values are not recommended for survey control.
 JM0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0082.See file dsdata.txt to determine how the superseded data were derived.
 JM0082
 JM0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH467211(NAD 83)
 JM0082_MARKER: DB = BENCH MARK DISK
 JM0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0082_STAMPING: C-147 1934
 JM0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0082+STABILITY: SURFACE MOTION
 JM0082
 JM0082  HISTORY     - Date     Condition        Report By
 JM0082  HISTORY     - 1934     MONUMENTED       CGS
 JM0082  HISTORY     - 1964     MARK NOT FOUND   USGS
 JM0082
 JM0082                          STATION DESCRIPTION
 JM0082
 JM0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0082'7.1 MI SE FROM NORWOOD.
 JM0082'7.1 MILES SOUTHEAST OF, ALONG STATE HWY. 145, FROM NORWOOD PUBLIC
 JM0082'SCHOOL.  ABOUT 450 FEET SOUTH OF FRAME FARM HOUSE.  60 FEET NORTHWEST
 JM0082'OF TELEPHONE POLE NO. 1119.  36 FEET SOUTHWEST OF INTERSECTION OF
 JM0082'CENTERLINES OF DIRT ROAD WITH HIGHWAY.  33 FEET WEST OF CENTERLINE OF
 JM0082'STATE HWY. 145.  15 FEET EAST OF CENTERLINE OF DIRT ROAD FOLLOWING
 JM0082'ALONG EAST SIDE OF SAN MIGUEL RIVER BANK.  TABLET SET IN PRECAST
 JM0082'CONCRETE POST.
 JM0082
 JM0082                          STATION RECOVERY (1964)
 JM0082
 JM0082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JM0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0098 ***********************************************************************
 JM0098  DESIGNATION -  C 148
 JM0098  PID         -  JM0098
 JM0098  STATE/COUNTY-  CO/SAN MIGUEL
 JM0098  USGS QUAD   -  OAK HILL (1973)
 JM0098
 JM0098                         *CURRENT SURVEY CONTROL
 JM0098  ___________________________________________________________________
 JM0098* NAD 83(1986)-  38 03 10.     (N)    108 15 49.     (W)     SCALED    
 JM0098* NAVD 88     -      2535.295  (meters)    8317.88   (feet)  ADJUSTED  
 JM0098  ___________________________________________________________________
 JM0098  GEOID HEIGHT-         -17.58  (meters)                     GEOID03
 JM0098  DYNAMIC HT  -        2532.009 (meters)    8307.10  (feet)  COMP
 JM0098  MODELED GRAV-     979,241.6   (mgal)                       NAVD 88
 JM0098
 JM0098  VERT ORDER  -  SECOND    CLASS 0
 JM0098
 JM0098.The horizontal coordinates were scaled from a topographic map and have
 JM0098.an estimated accuracy of +/- 6 seconds.
 JM0098
 JM0098.The orthometric height was determined by differential leveling
 JM0098.and adjusted by the National Geodetic Survey in June 1991..
 JM0098
 JM0098.The geoid height was determined by GEOID03.
 JM0098
 JM0098.The dynamic height is computed by dividing the NAVD 88
 JM0098.geopotential number by the normal gravity value computed on the
 JM0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0098.degrees latitude (g = 980.6199 gals.).
 JM0098
 JM0098.The modeled gravity was interpolated from observed gravity values.
 JM0098
 JM0098;                    North         East    Units  Estimated Accuracy
 JM0098;SPC CO S     -   462,230.      671,890.      MT  (+/- 180 meters Scaled)
 JM0098
 JM0098                          SUPERSEDED SURVEY CONTROL
 JM0098
 JM0098  NGVD 29 (??/??/92) 2533.865  (m)         8313.19   (f) ADJ UNCH    2 0
 JM0098
 JM0098.Superseded values are not recommended for survey control.
 JM0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0098.See file dsdata.txt to determine how the superseded data were derived.
 JM0098
 JM0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH400152(NAD 83)
 JM0098_MARKER: DB = BENCH MARK DISK
 JM0098_SETTING: 80 = SET IN A BOULDER
 JM0098_SP_SET: BOULDER
 JM0098_STAMPING: C-148 1934
 JM0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0098+STABILITY: SURFACE MOTION
 JM0098
 JM0098  HISTORY     - Date     Condition        Report By
 JM0098  HISTORY     - 1934     MONUMENTED       CGS
 JM0098
 JM0098                          STATION DESCRIPTION
 JM0098
 JM0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0098'7.5 MI S FROM NORWOOD.
 JM0098'7.5 MILES SOUTH OF, ALONG STATE HWY. 147, FROM NORWOOD PUBLIC SCHOOL.
 JM0098'ABOUT .9 MILE NORTH OF SUMMIT OF HIGHWAY OVER HILL.  .35 MILE SOUTH OF
 JM0098'FIRST SWITCH BACK AT BOTTOM OF HILL.  75 FEET EAST OF TELEPHONE POLE
 JM0098'NO. 193.  75 FEET NORTHWEST OF TELEPHONE POLE NO. 194.  48 FEET EAST
 JM0098'OF INTERSECTION OF TELEPHONE LINE WITH CENTERLINE OF HIGHWAY. 45 FEET
 JM0098'EAST OF CENTERLINE OF STATE HWY. 147.  33 FEET EAST OF EAST END OF
 JM0098'WOODEN BOX CULVERT UNDER HIGHWAY.  2 FEET EAST OF WEST EDGE OF
 JM0098'BOULDER.  2 FEET EAST OF WEST EDGE OF BOULDER.  2 FEET ABOVE LEVEL OF
 JM0098'GROUND.  BRONZE TABLET SET HORIZONTALLY IN WEST SIDE OF LARGE
 JM0098'SANDSTONE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0306 ***********************************************************************
 HL0306  DESIGNATION -  C 149
 HL0306  PID         -  HL0306
 HL0306  STATE/COUNTY-  CO/SAN MIGUEL
 HL0306  USGS QUAD   -  GRAY HEAD (1953)
 HL0306
 HL0306                         *CURRENT SURVEY CONTROL
 HL0306  ___________________________________________________________________
 HL0306* NAD 83(1986)-  37 53 16.     (N)    107 54 39.     (W)     SCALED    
 HL0306* NAVD 88     -      2639.017  (meters)    8658.17   (feet)  ADJUSTED  
 HL0306  ___________________________________________________________________
 HL0306  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 HL0306  DYNAMIC HT  -        2635.316 (meters)    8646.03  (feet)  COMP
 HL0306  MODELED GRAV-     979,132.8   (mgal)                       NAVD 88
 HL0306
 HL0306  VERT ORDER  -  SECOND    CLASS 0
 HL0306
 HL0306.The horizontal coordinates were scaled from a topographic map and have
 HL0306.an estimated accuracy of +/- 6 seconds.
 HL0306
 HL0306.The orthometric height was determined by differential leveling
 HL0306.and adjusted by the National Geodetic Survey in June 1991..
 HL0306
 HL0306.The geoid height was determined by GEOID03.
 HL0306
 HL0306.The dynamic height is computed by dividing the NAVD 88
 HL0306.geopotential number by the normal gravity value computed on the
 HL0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0306.degrees latitude (g = 980.6199 gals.).
 HL0306
 HL0306.The modeled gravity was interpolated from observed gravity values.
 HL0306
 HL0306;                    North         East    Units  Estimated Accuracy
 HL0306;SPC CO S     -   443,060.      702,370.      MT  (+/- 180 meters Scaled)
 HL0306
 HL0306                          SUPERSEDED SURVEY CONTROL
 HL0306
 HL0306  NGVD 29 (??/??/92) 2637.345  (m)         8652.69   (f) ADJ UNCH    2 0
 HL0306
 HL0306.Superseded values are not recommended for survey control.
 HL0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0306.See file dsdata.txt to determine how the superseded data were derived.
 HL0306
 HL0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB440973(NAD 83)
 HL0306_MARKER: DB = BENCH MARK DISK
 HL0306_SETTING: 80 = SET IN A BOULDER
 HL0306_SP_SET: BOULDER
 HL0306_STAMPING: C 149 1934
 HL0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0306+STABILITY: SURFACE MOTION
 HL0306
 HL0306  HISTORY     - Date     Condition        Report By
 HL0306  HISTORY     - 1934     MONUMENTED       CGS
 HL0306  HISTORY     - 1952     GOOD             NGS
 HL0306
 HL0306                          STATION DESCRIPTION
 HL0306
 HL0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HL0306'3.4 MI S FROM VANCE JUNCTION.
 HL0306'3.4 MILES SOUTH ALONG THE RIO GRANDE AND SOUTHERN RR ABANDONED
 HL0306'RIGHT-A-WAY FROM THE STATION, VANCE JUNCTION, SAN MIGUEL COUNTY, 0.3
 HL0306'MILE SOUTHEAST OFF A DIRT ROAD CROSSING, ABOUT 270 FEET NORTHWEST OF
 HL0306'THE BANK OF A DRAIN, 21 FEET WEST OF THE CENTER-LINE OF THE ABANDONED
 HL0306'RIGHT-A-WAY, IN THE TOP OF A GRANITE BOULDER ON THE SIDE OF A HILL AND
 HL0306'ABOUT 3 FEET HIGHER THAN THE RIGHT-A-WAY.  A STANDARD DISK STAMPED C
 HL0306'149 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0028 ***********************************************************************
 HM0028  DESIGNATION -  C 150
 HM0028  PID         -  HM0028
 HM0028  STATE/COUNTY-  CO/MONTEZUMA
 HM0028  USGS QUAD   -  STONER (1976)
 HM0028
 HM0028                         *CURRENT SURVEY CONTROL
 HM0028  ___________________________________________________________________
 HM0028* NAD 83(1986)-  37 34 49.     (N)    108 17 57.     (W)     SCALED    
 HM0028* NAVD 88     -      2297.541  (meters)    7537.85   (feet)  ADJUSTED  
 HM0028  ___________________________________________________________________
 HM0028  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 HM0028  DYNAMIC HT  -        2294.507 (meters)    7527.90  (feet)  COMP
 HM0028  MODELED GRAV-     979,227.8   (mgal)                       NAVD 88
 HM0028
 HM0028  VERT ORDER  -  SECOND    CLASS 0
 HM0028
 HM0028.The horizontal coordinates were scaled from a topographic map and have
 HM0028.an estimated accuracy of +/- 6 seconds.
 HM0028
 HM0028.The orthometric height was determined by differential leveling
 HM0028.and adjusted by the National Geodetic Survey in June 1991..
 HM0028
 HM0028.The geoid height was determined by GEOID03.
 HM0028
 HM0028.The dynamic height is computed by dividing the NAVD 88
 HM0028.geopotential number by the normal gravity value computed on the
 HM0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0028.degrees latitude (g = 980.6199 gals.).
 HM0028
 HM0028.The modeled gravity was interpolated from observed gravity values.
 HM0028
 HM0028;                    North         East    Units  Estimated Accuracy
 HM0028;SPC CO S     -   409,900.      667,200.      MT  (+/- 180 meters Scaled)
 HM0028
 HM0028                          SUPERSEDED SURVEY CONTROL
 HM0028
 HM0028  NGVD 29 (??/??/92) 2296.190  (m)         7533.42   (f) ADJ UNCH    2 0
 HM0028
 HM0028.Superseded values are not recommended for survey control.
 HM0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0028.See file dsdata.txt to determine how the superseded data were derived.
 HM0028
 HM0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG384626(NAD 83)
 HM0028_MARKER: DB = BENCH MARK DISK
 HM0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0028_STAMPING: C 150 1934
 HM0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0028+STABILITY: SURFACE MOTION
 HM0028
 HM0028  HISTORY     - Date     Condition        Report By
 HM0028  HISTORY     - 1934     MONUMENTED       CGS
 HM0028  HISTORY     - 1954     GOOD             NGS
 HM0028
 HM0028                          STATION DESCRIPTION
 HM0028
 HM0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HM0028'16.2 MI NE FROM DOLORES.
 HM0028'16.2 MILES NORTHEAST ALONG THE ABANDONED RIO GRANDE SOUTHERN RAILROAD
 HM0028'FROM THE FORMER STATION AT DOLORES, MONTEZUMA COUNTY, 1.0 MILE
 HM0028'NORTHEAST OF STONER, .45 MILE NORTHEAST OF THE ARTHUR MILLARD RANCH
 HM0028'HOUSE, 535 FEET SOUTH OF A WIRE GATE IN THE HIGHWAY RIGHT-OF-WAY
 HM0028'FENCE, 90 FEET SOUTHEAST OF A CULVERT, AND 18 FEET SOUTHWEST OF THE
 HM0028'CENTER-LINE OF THE OLD ROADBED.  A STANDARD DISK, STAMPED C 150 1934
 HM0028'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0091 ***********************************************************************
 KM0091  DESIGNATION -  C 152
 KM0091  PID         -  KM0091
 KM0091  STATE/COUNTY-  CO/RIO BLANCO
 KM0091  USGS QUAD   -  WATER CANYON (1972)
 KM0091
 KM0091                         *CURRENT SURVEY CONTROL
 KM0091  ___________________________________________________________________
 KM0091* NAD 83(1986)-  39 59 01.     (N)    108 46 40.     (W)     SCALED    
 KM0091* NAVD 88     -      1698.174  (meters)    5571.43   (feet)  ADJUSTED  
 KM0091  ___________________________________________________________________
 KM0091  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 KM0091  DYNAMIC HT  -        1696.581 (meters)    5566.20  (feet)  COMP
 KM0091  MODELED GRAV-     979,628.0   (mgal)                       NAVD 88
 KM0091
 KM0091  VERT ORDER  -  SECOND    CLASS 0
 KM0091
 KM0091.The horizontal coordinates were scaled from a topographic map and have
 KM0091.an estimated accuracy of +/- 6 seconds.
 KM0091
 KM0091.The orthometric height was determined by differential leveling
 KM0091.and adjusted by the National Geodetic Survey in June 1991..
 KM0091
 KM0091.The geoid height was determined by GEOID03.
 KM0091
 KM0091.The dynamic height is computed by dividing the NAVD 88
 KM0091.geopotential number by the normal gravity value computed on the
 KM0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0091.degrees latitude (g = 980.6199 gals.).
 KM0091
 KM0091.The modeled gravity was interpolated from observed gravity values.
 KM0091
 KM0091;                    North         East    Units  Estimated Accuracy
 KM0091;SPC CO N     -   382,170.      634,510.      MT  (+/- 180 meters Scaled)
 KM0091
 KM0091                          SUPERSEDED SURVEY CONTROL
 KM0091
 KM0091  NGVD 29 (??/??/92) 1696.974  (m)         5567.49   (f) ADJ UNCH    2 0
 KM0091
 KM0091.Superseded values are not recommended for survey control.
 KM0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0091.See file dsdata.txt to determine how the superseded data were derived.
 KM0091
 KM0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK897283(NAD 83)
 KM0091_MARKER: DB = BENCH MARK DISK
 KM0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KM0091_STAMPING: C-152 1934
 KM0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0091+STABILITY: SURFACE MOTION
 KM0091
 KM0091  HISTORY     - Date     Condition        Report By
 KM0091  HISTORY     - 1934     MONUMENTED       CGS
 KM0091  HISTORY     - 1964     MARK NOT FOUND   USGS
 KM0091  HISTORY     - 1984     MARK NOT FOUND   NGS
 KM0091
 KM0091                          STATION DESCRIPTION
 KM0091
 KM0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KM0091'9.7 MI S FROM RANGELY.
 KM0091'9.7 MILES SOUTH OF RANGELY SCHOOL, ALONG STATE HWY. 139 OUTSIDE OF
 KM0091'CURVE, ABOUT CENTER OF OPEN FLAT.  0.4 MILE SOUTH OF WOODEN TRUSS
 KM0091'HIGHWAY BRIDGE AT BASE OF STEEP HILL.  0.4 MILE NORTH OF STONE HOUSE
 KM0091'RUINS AND TWO BALANCED ROCKS ON WEST SIDE OF HIGHWAY.  70 FEET
 KM0091'NORTHEAST OF CENTERLINE OF STATE HWY. 139.  TABLET SET IN PRECAST
 KM0091'CONCRETE POST.
 KM0091
 KM0091                          STATION RECOVERY (1964)
 KM0091
 KM0091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 KM0091'MARK NOT FOUND.
 KM0091
 KM0091                          STATION RECOVERY (1984)
 KM0091
 KM0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KM0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0052 ***********************************************************************
 KM0052  DESIGNATION -  C 153
 KM0052  PID         -  KM0052
 KM0052  STATE/COUNTY-  CO/GARFIELD
 KM0052  USGS QUAD   -  HOWARD CANYON (1968)
 KM0052
 KM0052                         *CURRENT SURVEY CONTROL
 KM0052  ___________________________________________________________________
 KM0052* NAD 83(1986)-  39 23 43.     (N)    108 48 55.     (W)     SCALED    
 KM0052* NAVD 88     -      1553.213  (meters)    5095.83   (feet)  ADJUSTED  
 KM0052  ___________________________________________________________________
 KM0052  GEOID HEIGHT-         -16.74  (meters)                     GEOID03
 KM0052  DYNAMIC HT  -        1551.726 (meters)    5090.95  (feet)  COMP
 KM0052  MODELED GRAV-     979,615.0   (mgal)                       NAVD 88
 KM0052
 KM0052  VERT ORDER  -  FIRST     CLASS II
 KM0052
 KM0052.The horizontal coordinates were scaled from a topographic map and have
 KM0052.an estimated accuracy of +/- 6 seconds.
 KM0052
 KM0052.The orthometric height was determined by differential leveling
 KM0052.and adjusted by the National Geodetic Survey in June 1991..
 KM0052.WARNING-Repeat measurements at this control monument indicate possible
 KM0052.vertical movement.
 KM0052
 KM0052.The geoid height was determined by GEOID03.
 KM0052
 KM0052.The dynamic height is computed by dividing the NAVD 88
 KM0052.geopotential number by the normal gravity value computed on the
 KM0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0052.degrees latitude (g = 980.6199 gals.).
 KM0052
 KM0052.The modeled gravity was interpolated from observed gravity values.
 KM0052
 KM0052;                    North         East    Units  Estimated Accuracy
 KM0052;SPC CO C     -   483,400.      628,890.      MT  (+/- 180 meters Scaled)
 KM0052
 KM0052                          SUPERSEDED SURVEY CONTROL
 KM0052
 KM0052  NGVD 29 (??/??/92) 1552.131  (m)         5092.28   (f) ADJ UNCH    1 2
 KM0052
 KM0052.Superseded values are not recommended for survey control.
 KM0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0052.See file dsdata.txt to determine how the superseded data were derived.
 KM0052
 KM0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ881629(NAD 83)
 KM0052_MARKER: DB = BENCH MARK DISK
 KM0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KM0052_STAMPING: C-153 1934
 KM0052_MARK LOGO: CGS   
 KM0052_PROJECTION: PROJECTING 20 CENTIMETERS
 KM0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0052+STABILITY: SURFACE MOTION
 KM0052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0052+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2005
 KM0052
 KM0052  HISTORY     - Date     Condition        Report By
 KM0052  HISTORY     - 1934     MONUMENTED       CGS
 KM0052  HISTORY     - 1945     GOOD             NGS
 KM0052  HISTORY     - 1984     GOOD             NGS
 KM0052  HISTORY     - 20050613 GOOD             GEOCAC
 KM0052
 KM0052                          STATION DESCRIPTION
 KM0052
 KM0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KM0052'14.4 MI N FROM LOMA.
 KM0052'14.4 MILES NORTH OF LOMA SCHOOL ALONG STATE HWY. 139.  OUTSIDE OF
 KM0052'CURVE.  0.6 MILE SOUTH OF CATTLE GUARD ACROSS HIGHWAY.  0.4 MILE SOUTH
 KM0052'OF WOODEN HIGHWAY BRIDGE ACROSS CREEK LINED WITH COTTONWOOD TREES. 135
 KM0052'FEET NORTHEAST OF CENTERLINE OF GATEWAY.  50 FEET SOUTHWEST OF
 KM0052'CENTERLINE OF STATE HWY. 139.  12 FEET SOUTHWEST OF FENCE CORNER. 2
 KM0052'FEET SOUTHEAST OF FENCE.  TABLET SET IN PRECAST CONCRETE POST.
 KM0052
 KM0052                          STATION RECOVERY (1945)
 KM0052
 KM0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 KM0052'RECOVERED IN GOOD CONDITION.
 KM0052
 KM0052                          STATION RECOVERY (1984)
 KM0052
 KM0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KM0052'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  22.2 KM
 KM0052'(13.8 MI) NORTHERLY ALONG STATE HIGHWAY 139 FROM THE POST OFFICE IN
 KM0052'LOMA, 0.8 KM (0.5 MI) SOUTHWEST OF A BRIDGE OVER EAST SALT CREEK, 37.8
 KM0052'M (124.0 FT) SOUTHWEST OF A UTILITY POLE, 33.9 M (111.2 FT)
 KM0052'WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 5.3 M (17.4 FT)
 KM0052'WEST-SOUTHWEST OF A FENCE CORNER, AND 0.7 M (2.3 FT) SOUTHEAST OF A
 KM0052'FENCE.
 KM0052'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 KM0052'THE MARK IS 1.9 M BELOW THE HIGHWAY.
 KM0052
 KM0052                          STATION RECOVERY (2005)
 KM0052
 KM0052'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0071 ***********************************************************************
 LN0071  DESIGNATION -  C 154
 LN0071  PID         -  LN0071
 LN0071  STATE/COUNTY-  CO/RIO BLANCO
 LN0071  USGS QUAD   -  ROUGH GULCH (1972)
 LN0071
 LN0071                         *CURRENT SURVEY CONTROL
 LN0071  ___________________________________________________________________
 LN0071* NAD 83(1986)-  40 10 04.     (N)    108 24 30.     (W)     SCALED    
 LN0071* NAVD 88     -      1686.101  (meters)    5531.82   (feet)  ADJUSTED  
 LN0071  ___________________________________________________________________
 LN0071  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 LN0071  DYNAMIC HT  -        1684.490 (meters)    5526.53  (feet)  COMP
 LN0071  MODELED GRAV-     979,612.0   (mgal)                       NAVD 88
 LN0071
 LN0071  VERT ORDER  -  SECOND    CLASS 0
 LN0071
 LN0071.The horizontal coordinates were scaled from a topographic map and have
 LN0071.an estimated accuracy of +/- 6 seconds.
 LN0071
 LN0071.The orthometric height was determined by differential leveling
 LN0071.and adjusted by the National Geodetic Survey in June 1991..
 LN0071
 LN0071.The geoid height was determined by GEOID03.
 LN0071
 LN0071.The dynamic height is computed by dividing the NAVD 88
 LN0071.geopotential number by the normal gravity value computed on the
 LN0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0071.degrees latitude (g = 980.6199 gals.).
 LN0071
 LN0071.The modeled gravity was interpolated from observed gravity values.
 LN0071
 LN0071;                    North         East    Units  Estimated Accuracy
 LN0071;SPC CO N     -   401,510.      666,710.      MT  (+/- 180 meters Scaled)
 LN0071
 LN0071                          SUPERSEDED SURVEY CONTROL
 LN0071
 LN0071  NGVD 29 (??/??/92) 1684.849  (m)         5527.71   (f) ADJ UNCH    2 0
 LN0071
 LN0071.Superseded values are not recommended for survey control.
 LN0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0071.See file dsdata.txt to determine how the superseded data were derived.
 LN0071
 LN0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK206496(NAD 83)
 LN0071_MARKER: DB = BENCH MARK DISK
 LN0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0071_STAMPING: C 154 1934
 LN0071_MARK LOGO: CGS   
 LN0071_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LN0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0071+STABILITY: SURFACE MOTION
 LN0071
 LN0071  HISTORY     - Date     Condition        Report By
 LN0071  HISTORY     - 1934     MONUMENTED       CGS
 LN0071  HISTORY     - 19930831 GOOD             CODOT
 LN0071
 LN0071                          STATION DESCRIPTION
 LN0071
 LN0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0071'4.6 MI SE FROM ANGORA JCT.
 LN0071'4.6 MILES SOUTHEAST OF ANGORA JCT. B.M. ALONG STATE HWY.64 125 FEET
 LN0071'SOUTH OF CENTERLINE OF STATE HWY 64.  105 FEET NORTHWEST OF NORTHWEST
 LN0071'CORNER OF STATE OF COLORADO STANDARD SCHOOL, PROBATIONARY CLASS.  30
 LN0071'FEET EAST OF GATEWAY TO SCHOOL YARD.  3 FEET SOUTH OF FENCE.  TABLET
 LN0071'SET IN PRECAST CONCRETE POST.
 LN0071
 LN0071                          STATION RECOVERY (1993)
 LN0071
 LN0071'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1993 (BD)
 LN0071'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0456 ***********************************************************************
 LM0456  DESIGNATION -  C 155
 LM0456  PID         -  LM0456
 LM0456  STATE/COUNTY-  CO/RIO BLANCO
 LM0456  USGS QUAD   -  NINEMILE GAP (1966)
 LM0456
 LM0456                         *CURRENT SURVEY CONTROL
 LM0456  ___________________________________________________________________
 LM0456* NAD 83(1986)-  40 10 47.     (N)    107 50 02.     (W)     SCALED    
 LM0456* NAVD 88     -      2189.725  (meters)    7184.12   (feet)  ADJUSTED  
 LM0456  ___________________________________________________________________
 LM0456  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 LM0456  DYNAMIC HT  -        2187.476 (meters)    7176.74  (feet)  COMP
 LM0456  MODELED GRAV-     979,520.0   (mgal)                       NAVD 88
 LM0456
 LM0456  VERT ORDER  -  SECOND    CLASS 0
 LM0456
 LM0456.The horizontal coordinates were scaled from a topographic map and have
 LM0456.an estimated accuracy of +/- 6 seconds.
 LM0456
 LM0456.The orthometric height was determined by differential leveling
 LM0456.and adjusted by the National Geodetic Survey in June 1991..
 LM0456
 LM0456.The geoid height was determined by GEOID03.
 LM0456
 LM0456.The dynamic height is computed by dividing the NAVD 88
 LM0456.geopotential number by the normal gravity value computed on the
 LM0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0456.degrees latitude (g = 980.6199 gals.).
 LM0456
 LM0456.The modeled gravity was interpolated from observed gravity values.
 LM0456
 LM0456;                    North         East    Units  Estimated Accuracy
 LM0456;SPC CO N     -   401,390.      715,660.      MT  (+/- 180 meters Scaled)
 LM0456
 LM0456                          SUPERSEDED SURVEY CONTROL
 LM0456
 LM0456  NGVD 29 (??/??/92) 2188.390  (m)         7179.74   (f) ADJ UNCH    2 0
 LM0456
 LM0456.Superseded values are not recommended for survey control.
 LM0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0456.See file dsdata.txt to determine how the superseded data were derived.
 LM0456
 LM0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE587515(NAD 83)
 LM0456_MARKER: DB = BENCH MARK DISK
 LM0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0456_STAMPING: C 155 1934
 LM0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0456+STABILITY: SURFACE MOTION
 LM0456
 LM0456  HISTORY     - Date     Condition        Report By
 LM0456  HISTORY     - 1934     MONUMENTED       CGS
 LM0456
 LM0456                          STATION DESCRIPTION
 LM0456
 LM0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LM0456'9.0 MI SW FROM AXIAL.
 LM0456'IN RIO BLANCO COUNTY, ABOUT 9.0 MILES SOUTHWEST ALONG STATE HIGHWAY 13
 LM0456'FROM THE SCHOOL AT AXIAL, MOFFAT COUNTY, AT THE SOUTH END OF A SMALL
 LM0456'GRASSY FLAT, ABOUT 147 FEET EAST OF POLE 1879, ABOUT 132 FEET NORTH OF
 LM0456'A LARGE CORRUGATED PIPE CULVERT, ABOUT 55 FEET EAST OF THE CENTER LINE
 LM0456'OF THE HIGHWAY, 16 FEET NORTH OF THE CENTER LINE OF A GATEWAY IN THE
 LM0456'RIGHT-OF-WAY FENCE, AND 2 FEET WEST OF THE FENCE.  A STANDARD DISK,
 LM0456'STAMPED C 155 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0278 ***********************************************************************
 KL0278  DESIGNATION -  C 159
 KL0278  PID         -  KL0278
 KL0278  STATE/COUNTY-  CO/LAKE
 KL0278  USGS QUAD   -  INDEPENDENCE PASS (1994)
 KL0278
 KL0278                         *CURRENT SURVEY CONTROL
 KL0278  ___________________________________________________________________
 KL0278* NAD 83(1992)-  39 06 54.94272(N)    106 32 21.35042(W)     ADJUSTED  
 KL0278* NAVD 88     -      3292.090  (meters)   10800.80   (feet)  ADJUSTED  
 KL0278  ___________________________________________________________________
 KL0278  X           -  -1,411,351.052 (meters)                     COMP
 KL0278  Y           -  -4,752,678.857 (meters)                     COMP
 KL0278  Z           -   4,004,322.024 (meters)                     COMP
 KL0278  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 KL0278  ELLIP HEIGHT-        3279.16  (meters)          (12/03/02) GPS OBS
 KL0278  GEOID HEIGHT-         -12.97  (meters)                     GEOID03
 KL0278  DYNAMIC HT  -        3287.514 (meters)   10785.79  (feet)  COMP
 KL0278  MODELED GRAV-     979,117.3   (mgal)                       NAVD 88
 KL0278
 KL0278  HORZ ORDER  -  FIRST
 KL0278  VERT ORDER  -  SECOND    CLASS 0
 KL0278  ELLP ORDER  -  FOURTH    CLASS II
 KL0278
 KL0278.The horizontal coordinates were established by GPS observations
 KL0278.and adjusted by the National Geodetic Survey in May 1997..
 KL0278
 KL0278.The orthometric height was determined by differential leveling
 KL0278.and adjusted by the National Geodetic Survey in June 1991..
 KL0278
 KL0278.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KL0278
 KL0278.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0278
 KL0278.The ellipsoidal height was determined by GPS observations
 KL0278.and is referenced to NAD 83.
 KL0278
 KL0278.The geoid height was determined by GEOID03.
 KL0278
 KL0278.The dynamic height is computed by dividing the NAVD 88
 KL0278.geopotential number by the normal gravity value computed on the
 KL0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0278.degrees latitude (g = 980.6199 gals.).
 KL0278
 KL0278.The modeled gravity was interpolated from observed gravity values.
 KL0278
 KL0278;                    North         East     Units Scale Factor Converg.
 KL0278;SPC CO C     -   447,618.041   824,528.091   MT  0.99993594   -0 39 19.6
 KL0278;SPC CO C     - 1,468,560.19  2,705,139.25   sFT  0.99993594   -0 39 19.6
 KL0278;UTM  13      - 4,330,695.319   366,925.650   MT  0.99981805   -0 58 16.5
 KL0278
 KL0278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0278!SPC CO C     -   0.99948578  x   0.99993594  =   0.99942176
 KL0278!UTM  13      -   0.99948578  x   0.99981805  =   0.99930393
 KL0278
 KL0278                          SUPERSEDED SURVEY CONTROL
 KL0278
 KL0278  ELLIP H (05/14/97) 3279.16   (m)                       GP(       ) 3 2
 KL0278  NAVD 88 (05/14/97) 3292.09   (m)        10800.8    (f) LEVELING    3  
 KL0278  NGVD 29 (??/??/92) 3290.178  (m)        10794.53   (f) ADJ UNCH    2 0
 KL0278
 KL0278.Superseded values are not recommended for survey control.
 KL0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0278.See file dsdata.txt to determine how the superseded data were derived.
 KL0278
 KL0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD6692630695(NAD 83)
 KL0278_MARKER: DB = BENCH MARK DISK
 KL0278_SETTING: 80 = SET IN A BOULDER
 KL0278_SP_SET: BOULDER
 KL0278_STAMPING: C 159 1934
 KL0278_MARK LOGO: CGS   
 KL0278_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0278+STABILITY: SURFACE MOTION
 KL0278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KL0278+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1995
 KL0278
 KL0278  HISTORY     - Date     Condition        Report By
 KL0278  HISTORY     - 1934     MONUMENTED       CGS
 KL0278  HISTORY     - 1968     GOOD             NGS
 KL0278  HISTORY     - 19950823 GOOD             NGS
 KL0278
 KL0278                          STATION DESCRIPTION
 KL0278
 KL0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KL0278'4.5 MI SE FROM INDEPENDENCE PASS.
 KL0278'4.5 MILES SOUTHEAST ALONG STATE HIGHWAY 82 FROM BENCH MARK E 159 AT
 KL0278'INDEPENDENCE PASS, LAKE COUNTY, AT THE THIRD HAIRPIN CURVE SOUTHEAST
 KL0278'OF THE PASS, 330 FEET SOUTH OF THE HAIRPIN TURN FORMED BY A CUT OUT OF
 KL0278'THE SOUTHEAST SIDE OF A MOUNTAIN AND TURN SOUTH DOWN-VALLEY, 40 FEET
 KL0278'NORTH OF THE CENTERLINE OF THE ROAD LEADING TO A RANGER STATION AND
 KL0278'HIGHWAY CAMP, 69 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 5
 KL0278'FEET LOWER THAN THE HIGHWAY, IN A 9- BY 9-FOOT BOULDER, AND 4 FEET
 KL0278'ABOVE GROUND.  A STANDARD DISK, STAMPED C 159 1934.
 KL0278
 KL0278                          STATION RECOVERY (1968)
 KL0278
 KL0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 KL0278'RECOVERED IN GOOD CONDITION.
 KL0278
 KL0278                          STATION RECOVERY (1995)
 KL0278
 KL0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 KL0278'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) WEST-NORTHWEST OF TWIN
 KL0278'LAKES, 5.0 MI (8.0 KM) WEST OF MOUNT ELBERT, 1.5 MI (2.4 KM)
 KL0278'EAST-NORTHEAST OF INDEPENDENCE PASS AND AT THE THIRD HAIRPIN CURVE
 KL0278'EAST-NORTHEAST OF THE PASS, IN THE SOUTHEAST 1/4 OF SECTION 3, T 11 S,
 KL0278'R 82 W, AT STATE HIGHWAY 82 MILEPOST 65.9.  OWNERSHIP--U.  S. FOREST
 KL0278'SERVICE. TO REACH THE STATION FROM THE POST OFFICE AND STORE IN TWIN
 KL0278'LAKES ON STATE HIGHWAY 82, GO WEST ON STATE HIGHWAY 82 FOR 12.9 MI
 KL0278'(20.8 KM) TO THE STATION ON THE RIGHT, JUST PAST A DIRT ROAD LEADING
 KL0278'NORTH. FROM THE TOP OF INDEPENDENCE PASS, GO EASTERLY FOR 4.6 MI (7.4
 KL0278'KM) TO THE STATION ON THE LEFT. THE STATION IS A STANDARD DISK SET IN
 KL0278'A DRILL HOLE IN A 2.7 M (8.9 FT) BY 2.7 M (8.9 FT) GRANITE PARTIALLY
 KL0278'EXPOSED BOULDER PROJECTING 1.2 M (3.9 FT) ABOVE THE GROUND.  IT IS
 KL0278'46.9 M (153.9 FT) NORTHEAST OF THE INTERSECTION OF A DIRT ROAD AND
 KL0278'STATE HIGHWAY 82, 31.5 M (103.3 FT) NORTHEAST OF A SIGN--HAIRPIN
 KL0278'CURVE-10-MPH--, 23.9 M (78.4 FT) EAST-SOUTHEAST OF THE CENTER LINE OF
 KL0278'STATE HIGHWAY 82, 11.8 M (38.7 FT) NORTHWEST OF THE CENTER OF A DIRT
 KL0278'ROAD GOING NORTH, 1.2 M (3.9 FT) NORTHEAST OF A WITNESS POST AND ABOUT
 KL0278'1.8 M (5.9 FT) BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0135 ***********************************************************************
 LK0135  DESIGNATION -  C 16
 LK0135  PID         -  LK0135
 LK0135  STATE/COUNTY-  CO/SEDGWICK
 LK0135  USGS QUAD   -  JULESBURG RESERVOIR (1953)
 LK0135
 LK0135                         *CURRENT SURVEY CONTROL
 LK0135  ___________________________________________________________________
 LK0135* NAD 83(1986)-  40 53 55.     (N)    102 39 07.     (W)     SCALED    
 LK0135* NAVD 88     -      1109.690  (meters)    3640.71   (feet)  ADJUSTED  
 LK0135  ___________________________________________________________________
 LK0135  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 LK0135  DYNAMIC HT  -        1108.940 (meters)    3638.25  (feet)  COMP
 LK0135  MODELED GRAV-     979,910.5   (mgal)                       NAVD 88
 LK0135
 LK0135  VERT ORDER  -  FIRST     CLASS II
 LK0135
 LK0135.The horizontal coordinates were scaled from a topographic map and have
 LK0135.an estimated accuracy of +/- 6 seconds.
 LK0135
 LK0135.The orthometric height was determined by differential leveling
 LK0135.and adjusted by the National Geodetic Survey in June 1991..
 LK0135.WARNING-Repeat measurements at this control monument indicate possible
 LK0135.vertical movement.
 LK0135
 LK0135.The geoid height was determined by GEOID03.
 LK0135
 LK0135.The dynamic height is computed by dividing the NAVD 88
 LK0135.geopotential number by the normal gravity value computed on the
 LK0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0135.degrees latitude (g = 980.6199 gals.).
 LK0135
 LK0135.The modeled gravity was interpolated from observed gravity values.
 LK0135
 LK0135;                    North         East    Units  Estimated Accuracy
 LK0135;SPC CO N     -   482,460.    1,154,350.      MT  (+/- 180 meters Scaled)
 LK0135
 LK0135                          SUPERSEDED SURVEY CONTROL
 LK0135
 LK0135  NGVD 29 (02/14/92) 1109.198  (m)         3639.09   (f) ADJUSTED    1 2
 LK0135
 LK0135.Superseded values are not recommended for survey control.
 LK0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0135.See file dsdata.txt to determine how the superseded data were derived.
 LK0135
 LK0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF977301(NAD 83)
 LK0135_MARKER: DB = BENCH MARK DISK
 LK0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0135_SP_SET: CONCRETE POST
 LK0135_STAMPING: C 16 1926 3638.864
 LK0135_MARK LOGO: CGS   
 LK0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0135+STABILITY: SURFACE MOTION
 LK0135
 LK0135  HISTORY     - Date     Condition        Report By
 LK0135  HISTORY     - 1926     MONUMENTED       CGS
 LK0135  HISTORY     - 1941     GOOD             NGS
 LK0135  HISTORY     - 1986     GOOD             NGS
 LK0135
 LK0135                          STATION DESCRIPTION
 LK0135
 LK0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LK0135'7.5 MI SW FROM SEDGWICK.
 LK0135'ABOUT 7-1/2 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM
 LK0135'SEDGWICK, AT THE SEDGWICK-LOGAN COUNTY LINE, AT
 LK0135'THE CROSSING OF A NORTH-AND-SOUTH ROAD, 61.3 FEET EAST OF THE
 LK0135'NORTH-AND-SOUTH ROAD, 45.3 FEET SOUTH OF THE SOUTH RAIL, 32.2 FEET
 LK0135'NORTH OF AN EAST-AND-WEST ROAD, 4.6 FEET EAST OF A POINT 1.5 FEET
 LK0135'NORTH OF A FENCE CORNER, AND 2 INCHES UNDER GROUND.  A STANDARD
 LK0135'DISK, STAMPED 3638.864 C 16 1926 AND SET IN THE TOP OF A CONCRETE
 LK0135'POST.
 LK0135
 LK0135                          STATION RECOVERY (1986)
 LK0135
 LK0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LK0135'RECOVERED IN GOOD CONDITION.  THE 1941 DESCRIPTION IS ADEQUATE EXCEPT
 LK0135'ADD--13.5 KM (8.4 MI) NORTHEAST ALONG US HIGHWAY 138 FROM THE POST
 LK0135'OFFICE AT CROOK.
 LK0135'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0241 ***********************************************************************
 JL0241  DESIGNATION -  C 160
 JL0241  PID         -  JL0241
 JL0241  STATE/COUNTY-  CO/GUNNISON
 JL0241  USGS QUAD   -  ALMONT (1964)
 JL0241
 JL0241                         *CURRENT SURVEY CONTROL
 JL0241  ___________________________________________________________________
 JL0241* NAD 83(1986)-  38 42 29.     (N)    106 50 59.     (W)     SCALED    
 JL0241* NAVD 88     -      2486.792  (meters)    8158.75   (feet)  ADJUSTED  
 JL0241  ___________________________________________________________________
 JL0241  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 JL0241  DYNAMIC HT  -        2483.628 (meters)    8148.37  (feet)  COMP
 JL0241  MODELED GRAV-     979,267.1   (mgal)                       NAVD 88
 JL0241
 JL0241  VERT ORDER  -  SECOND    CLASS 0
 JL0241
 JL0241.The horizontal coordinates were scaled from a topographic map and have
 JL0241.an estimated accuracy of +/- 6 seconds.
 JL0241
 JL0241.The orthometric height was determined by differential leveling
 JL0241.and adjusted by the National Geodetic Survey in June 1991..
 JL0241
 JL0241.The geoid height was determined by GEOID03.
 JL0241
 JL0241.The dynamic height is computed by dividing the NAVD 88
 JL0241.geopotential number by the normal gravity value computed on the
 JL0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0241.degrees latitude (g = 980.6199 gals.).
 JL0241
 JL0241.The modeled gravity was interpolated from observed gravity values.
 JL0241
 JL0241;                    North         East    Units  Estimated Accuracy
 JL0241;SPC CO C     -   402,770.      797,010.      MT  (+/- 180 meters Scaled)
 JL0241
 JL0241                          SUPERSEDED SURVEY CONTROL
 JL0241
 JL0241  NGVD 29 (??/??/92) 2485.109  (m)         8153.23   (f) ADJ UNCH    2 0
 JL0241
 JL0241.Superseded values are not recommended for survey control.
 JL0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0241.See file dsdata.txt to determine how the superseded data were derived.
 JL0241
 JL0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC391860(NAD 83)
 JL0241_MARKER: DB = BENCH MARK DISK
 JL0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0241_STAMPING: C 160 1934
 JL0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0241+STABILITY: SURFACE MOTION
 JL0241
 JL0241  HISTORY     - Date     Condition        Report By
 JL0241  HISTORY     - 1934     MONUMENTED       CGS
 JL0241  HISTORY     - 1938     GOOD             NGS
 JL0241  HISTORY     - 1964     MARK NOT FOUND   NGS
 JL0241  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0241
 JL0241                          STATION DESCRIPTION
 JL0241
 JL0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JL0241'3.1 MI NW FROM ALMONT.
 JL0241'3.1 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0241'FROM THE STATION AT ALMONT, 0.2 MILE NORTHWEST OF MILEPOST D 302, 140
 JL0241'FEET NORTHEAST OF THE NORTHWEST END OF A SEMI-CIRCULAR FLUME ON THE
 JL0241'WEST SIDE OF THE TRACK, AT THE CENTER OF A 45- BY 90-FOOT FLAT, 70
 JL0241'FEET SOUTHWEST OF THE CENTER OF A GATEWAY, 34 FEET SOUTHWEST OF A
 JL0241'HIGHWAY RETAINING WALL AND CULVERT, 29.3 FEET EAST OF THE CENTERLINE
 JL0241'OF THE TRACK, AND 28.4 FEET NORTHWEST OF A TELEPHONE POLE.  A STANDARD
 JL0241'DISK, STAMPED C 160 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JL0241
 JL0241                          STATION RECOVERY (1964)
 JL0241
 JL0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 JL0241'MARK NOT FOUND.
 JL0241
 JL0241                          STATION RECOVERY (1984)
 JL0241
 JL0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0164 ***********************************************************************
 JL0164  DESIGNATION -  C 161 RESET
 JL0164  PID         -  JL0164
 JL0164  STATE/COUNTY-  CO/SAGUACHE
 JL0164  USGS QUAD   -  SAGUACHE (1967)
 JL0164
 JL0164                         *CURRENT SURVEY CONTROL
 JL0164  ___________________________________________________________________
 JL0164* NAD 83(1986)-  38 00 27.     (N)    106 08 32.     (W)     SCALED    
 JL0164* NAVD 88     -      2332.61   (meters)    7652.9    (feet)  RESET     
 JL0164  ___________________________________________________________________
 JL0164  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 JL0164
 JL0164  VERT ORDER  -  THIRD
 JL0164
 JL0164.The horizontal coordinates were scaled from a topographic map and have
 JL0164.an estimated accuracy of +/- 6 seconds.
 JL0164
 JL0164.The orthometric height was computed from unverified reset data.
 JL0164.No vertical observational check was made to the station.
 JL0164
 JL0164.The geoid height was determined by GEOID03.
 JL0164
 JL0164;                    North         East    Units  Estimated Accuracy
 JL0164;SPC CO S     -   453,810.      858,000.      MT  (+/- 180 meters Scaled)
 JL0164
 JL0164                          SUPERSEDED SURVEY CONTROL
 JL0164
 JL0164  NGVD 29 (??/??/??) 2331.22   (m)         7648.3    (f) RESET       3  
 JL0164
 JL0164.Superseded values are not recommended for survey control.
 JL0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0164.See file dsdata.txt to determine how the superseded data were derived.
 JL0164
 JL0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC997072(NAD 83)
 JL0164_MARKER: DB = BENCH MARK DISK
 JL0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0164_STAMPING: C 161 RESET 1937
 JL0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0164+STABILITY: SURFACE MOTION
 JL0164
 JL0164  HISTORY     - Date     Condition        Report By
 JL0164  HISTORY     - 1937     MONUMENTED       CODH
 JL0164
 JL0164                          STATION DESCRIPTION
 JL0164
 JL0164'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1937
 JL0164'5.0 MI S FROM SAGUACHE.
 JL0164'ABOUT 5.0 MILES SOUTH ALONG U.S. HIGHWAY 285 FROM THE JUNCTION OF
 JL0164'STATE HIGHWAY 114 AT SAGUACHE, SAGUACHE COUNTY, AT THE INTERSECTION OF
 JL0164'A ROAD LEADING EAST TO THE H.H. DUNLAP RANCH, 80 FEET NORTH OF THE
 JL0164'CENTERLINE OF THE ROAD, 59 FEET EAST OF THE CENTER LINE OF THE
 JL0164'HIGHWAY, 30 FEET NORTHEAST OF THE EAST END OF AN UNDERGROUND CONCRETE
 JL0164'CATTLE PASS, AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 JL0164'DISK, STAMPED C 161 RESET 1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0088 ***********************************************************************
 HL0088  DESIGNATION -  C 162
 HL0088  PID         -  HL0088
 HL0088  STATE/COUNTY-  CO/MINERAL
 HL0088  USGS QUAD   -  WOLF CREEK PASS (1984)
 HL0088
 HL0088                         *CURRENT SURVEY CONTROL
 HL0088  ___________________________________________________________________
 HL0088* NAD 83(1986)-  37 29 10.     (N)    106 50 08.     (W)     SCALED    
 HL0088* NAVD 88     -      3089.004  (meters)   10134.51   (feet)  ADJUSTED  
 HL0088  ___________________________________________________________________
 HL0088  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 HL0088  DYNAMIC HT  -        3084.406 (meters)   10119.42  (feet)  COMP
 HL0088  MODELED GRAV-     979,029.1   (mgal)                       NAVD 88
 HL0088
 HL0088  VERT ORDER  -  SECOND    CLASS 0
 HL0088
 HL0088.The horizontal coordinates were scaled from a topographic map and have
 HL0088.an estimated accuracy of +/- 6 seconds.
 HL0088
 HL0088.The orthometric height was determined by differential leveling
 HL0088.and adjusted by the National Geodetic Survey in June 1991..
 HL0088
 HL0088.The geoid height was determined by GEOID03.
 HL0088
 HL0088.The dynamic height is computed by dividing the NAVD 88
 HL0088.geopotential number by the normal gravity value computed on the
 HL0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0088.degrees latitude (g = 980.6199 gals.).
 HL0088
 HL0088.The modeled gravity was interpolated from observed gravity values.
 HL0088
 HL0088;                    North         East    Units  Estimated Accuracy
 HL0088;SPC CO S     -   396,590.      796,290.      MT  (+/- 180 meters Scaled)
 HL0088
 HL0088                          SUPERSEDED SURVEY CONTROL
 HL0088
 HL0088  NGVD 29 (??/??/92) 3087.247  (m)        10128.74   (f) ADJ UNCH    2 0
 HL0088
 HL0088.Superseded values are not recommended for survey control.
 HL0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0088.See file dsdata.txt to determine how the superseded data were derived.
 HL0088
 HL0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB377503(NAD 83)
 HL0088_MARKER: DB = BENCH MARK DISK
 HL0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0088_STAMPING: C 162 1934
 HL0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0088+STABILITY: SURFACE MOTION
 HL0088
 HL0088  HISTORY     - Date     Condition        Report By
 HL0088  HISTORY     - 1934     MONUMENTED       CGS
 HL0088
 HL0088                          STATION DESCRIPTION
 HL0088
 HL0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0088'23.2 MI NE FROM PAGOSA SPRINGS.
 HL0088'IN MINERAL COUNTY, ABOUT 23.2 MILES NORTHEAST ALONG U.S. HIGHWAY 160
 HL0088'FROM PAGOSA SPRINGS, ARCHULETA COUNTY, ABOUT 70.9 FEET NORTHEAST OF
 HL0088'THE EAST CORNER OF A WOODEN BRIDGE OVER A MOUNTAIN STREAM, AT THE
 HL0088'JUNCTION OF A ROAD LEADING TO A CAMP GROUND, ABOUT 39.6 FEET SOUTHEAST
 HL0088'OF THE CENTER OF THE JUNCTION, AND 5.5 FEET WEST OF AN 18-INCH FEET. A
 HL0088'STANDARD DISK, STAMPED C 162 1934 AND SET IN THE TOP OF A CONCRETE
 HL0088'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0576 ***********************************************************************
 KK0576  DESIGNATION -  C 164 RESET
 KK0576  PID         -  KK0576
 KK0576  STATE/COUNTY-  CO/GILPIN
 KK0576  USGS QUAD   -  BLACK HAWK (1963)
 KK0576
 KK0576                         *CURRENT SURVEY CONTROL
 KK0576  ___________________________________________________________________
 KK0576* NAD 83(1986)-  39 48 17.     (N)    105 29 52.     (W)     SCALED    
 KK0576* NAVD 88     -      2470.408  (meters)    8105.00   (feet)  ADJUSTED  
 KK0576  ___________________________________________________________________
 KK0576  GEOID HEIGHT-         -13.34  (meters)                     GEOID03
 KK0576  DYNAMIC HT  -        2467.647 (meters)    8095.94  (feet)  COMP
 KK0576  MODELED GRAV-     979,419.4   (mgal)                       NAVD 88
 KK0576
 KK0576  VERT ORDER  -  SECOND    CLASS 0
 KK0576
 KK0576.The horizontal coordinates were scaled from a topographic map and have
 KK0576.an estimated accuracy of +/- 6 seconds.
 KK0576
 KK0576.The orthometric height was determined by differential leveling
 KK0576.and adjusted by the National Geodetic Survey in June 1991..
 KK0576
 KK0576.The geoid height was determined by GEOID03.
 KK0576
 KK0576.The dynamic height is computed by dividing the NAVD 88
 KK0576.geopotential number by the normal gravity value computed on the
 KK0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0576.degrees latitude (g = 980.6199 gals.).
 KK0576
 KK0576.The modeled gravity was interpolated from observed gravity values.
 KK0576
 KK0576;                    North         East    Units  Estimated Accuracy
 KK0576;SPC CO N     -   357,140.      914,590.      MT  (+/- 180 meters Scaled)
 KK0576
 KK0576                          SUPERSEDED SURVEY CONTROL
 KK0576
 KK0576  NGVD 29 (??/??/92) 2469.044  (m)         8100.52   (f) ADJ UNCH    2 0
 KK0576
 KK0576.Superseded values are not recommended for survey control.
 KK0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0576.See file dsdata.txt to determine how the superseded data were derived.
 KK0576
 KK0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE573062(NAD 83)
 KK0576_MARKER: DB = BENCH MARK DISK
 KK0576_SETTING: 66 = SET IN ROCK OUTCROP
 KK0576_SP_SET: LARGE SLOPING ROCK
 KK0576_STAMPING: C 164 RESET 1938
 KK0576_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0576+STABILITY: POSITION/ELEVATION WELL
 KK0576
 KK0576  HISTORY     - Date     Condition        Report By
 KK0576  HISTORY     - 1938     MONUMENTED       CGS
 KK0576  HISTORY     - 20020924 MARK NOT FOUND   USPSQD
 KK0576
 KK0576                          STATION DESCRIPTION
 KK0576
 KK0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KK0576'0.3 MI W FROM BLACKHAWK.
 KK0576'0.3 MILE WEST ALONG STATE HIGHWAY 119 FROM A ROAD JUNCTION AT
 KK0576'BLACKHAWK, GILPIN COUNTY, AT THE SOUTHWEST END OF A LARGE ROCK
 KK0576'CLIFF POINT, 19 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 KK0576'7.0 FEET SOUTHWEST OF A PROMINENT VERTICAL RIDGE, IN THE TOP
 KK0576'OF THE SOUTHWEST FACE OF A LARGE SLOPING ROCK, AND 2 FEET HIGHER
 KK0576'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED C 164 RESET 1938.
 KK0576'NOTE-- THIS BENCH MARK WAS ESTABLISHED IN APRIL 1938 BY ENGINEERS OF
 KK0576'THE UNITED STATES BUREAU OF PUBLIC ROADS.  ITS ELEVATION IS
 KK0576'DERIVED FROM THE RELEVELING OF 1940.
 KK0576
 KK0576                          STATION RECOVERY (2002)
 KK0576
 KK0576'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 KK0576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0610 ***********************************************************************
 KK0610  DESIGNATION -  C 165
 KK0610  PID         -  KK0610
 KK0610  STATE/COUNTY-  CO/BOULDER
 KK0610  USGS QUAD   -  ELDORADO SPRINGS (1994)
 KK0610
 KK0610                         *CURRENT SURVEY CONTROL
 KK0610  ___________________________________________________________________
 KK0610* NAD 83(1986)-  39 54 54.     (N)    105 18 22.     (W)     SCALED    
 KK0610* NAVD 88     -      2180.619  (meters)    7154.25   (feet)  ADJUSTED  
 KK0610  ___________________________________________________________________
 KK0610  GEOID HEIGHT-         -15.08  (meters)                     GEOID03
 KK0610  DYNAMIC HT  -        2178.351 (meters)    7146.81  (feet)  COMP
 KK0610  MODELED GRAV-     979,507.5   (mgal)                       NAVD 88
 KK0610
 KK0610  VERT ORDER  -  SECOND    CLASS 0
 KK0610
 KK0610.The horizontal coordinates were scaled from a topographic map and have
 KK0610.an estimated accuracy of +/- 6 seconds.
 KK0610
 KK0610.The orthometric height was determined by differential leveling
 KK0610.and adjusted by the National Geodetic Survey in June 1991..
 KK0610
 KK0610.The geoid height was determined by GEOID03.
 KK0610
 KK0610.The dynamic height is computed by dividing the NAVD 88
 KK0610.geopotential number by the normal gravity value computed on the
 KK0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0610.degrees latitude (g = 980.6199 gals.).
 KK0610
 KK0610.The modeled gravity was interpolated from observed gravity values.
 KK0610
 KK0610;                    North         East    Units  Estimated Accuracy
 KK0610;SPC CO N     -   369,400.      930,980.      MT  (+/- 180 meters Scaled)
 KK0610
 KK0610                          SUPERSEDED SURVEY CONTROL
 KK0610
 KK0610  NGVD 29 (??/??/92) 2179.391  (m)         7150.22   (f) ADJ UNCH    2 0
 KK0610
 KK0610.Superseded values are not recommended for survey control.
 KK0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0610.See file dsdata.txt to determine how the superseded data were derived.
 KK0610
 KK0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE738183(NAD 83)
 KK0610_MARKER: DB = BENCH MARK DISK
 KK0610_SETTING: 66 = SET IN ROCK OUTCROP
 KK0610_SP_SET: ROCK POINT
 KK0610_STAMPING: C 165 1934
 KK0610_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0610+STABILITY: POSITION/ELEVATION WELL
 KK0610
 KK0610  HISTORY     - Date     Condition        Report By
 KK0610  HISTORY     - 1934     MONUMENTED       CGS
 KK0610  HISTORY     - 1940     GOOD             NGS
 KK0610
 KK0610                          STATION DESCRIPTION
 KK0610
 KK0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0610'8.6 MI SE FROM PINE CLIFF.
 KK0610'8.6 MILES SOUTHEAST ALONG THE DENVER AND SALT LAKE RAILWAY FROM
 KK0610'THE STATION AT PINE CLIFF, BOULDER COUNTY, 215 FEET NORTHEAST OF
 KK0610'THE NORTH END OF TUNNEL 14, 137 FEET SOUTHWEST OF THE SOUTHWEST END
 KK0610'OF TUNNEL 13, AT THE INSIDE OF A CURVE, 38.7 FEET SOUTHWEST OF
 KK0610'POST T 13, 9.9 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, IN
 KK0610'THE TOP OF THE EXTREME NORTHWEST END OF A 5-FOOT ROCK POINT, 2 FEET
 KK0610'ABOVE GROUND, AND 1 FOOT HIGHER THAN THE TOP OF THE RAIL.  A
 KK0610'STANDARD DISK, STAMPED C 165 1934.
 KK0610
 KK0610                          STATION RECOVERY (1940)
 KK0610
 KK0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 KK0610'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0125 ***********************************************************************
 HM0125  DESIGNATION -  C 166
 HM0125  PID         -  HM0125
 HM0125  STATE/COUNTY-  CO/MONTEZUMA
 HM0125  USGS QUAD   -  YELLOW JACKET (1979)
 HM0125
 HM0125                         *CURRENT SURVEY CONTROL
 HM0125  ___________________________________________________________________
 HM0125* NAD 83(1986)-  37 30 53.     (N)    108 40 58.     (W)     SCALED    
 HM0125* NAVD 88     -      2083.386  (meters)    6835.24   (feet)  ADJUSTED  
 HM0125  ___________________________________________________________________
 HM0125  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 HM0125  DYNAMIC HT  -        2080.772 (meters)    6826.67  (feet)  COMP
 HM0125  MODELED GRAV-     979,301.3   (mgal)                       NAVD 88
 HM0125
 HM0125  VERT ORDER  -  SECOND    CLASS 0
 HM0125
 HM0125.The horizontal coordinates were scaled from a topographic map and have
 HM0125.an estimated accuracy of +/- 6 seconds.
 HM0125
 HM0125.The orthometric height was determined by differential leveling
 HM0125.and adjusted by the National Geodetic Survey in June 1991..
 HM0125
 HM0125.The geoid height was determined by GEOID03.
 HM0125
 HM0125.The dynamic height is computed by dividing the NAVD 88
 HM0125.geopotential number by the normal gravity value computed on the
 HM0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0125.degrees latitude (g = 980.6199 gals.).
 HM0125
 HM0125.The modeled gravity was interpolated from observed gravity values.
 HM0125
 HM0125;                    North         East    Units  Estimated Accuracy
 HM0125;SPC CO S     -   403,710.      633,080.      MT  (+/- 180 meters Scaled)
 HM0125
 HM0125                          SUPERSEDED SURVEY CONTROL
 HM0125
 HM0125  NGVD 29 (??/??/92) 2082.206  (m)         6831.37   (f) ADJ UNCH    2 0
 HM0125
 HM0125.Superseded values are not recommended for survey control.
 HM0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0125.See file dsdata.txt to determine how the superseded data were derived.
 HM0125
 HM0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG047544(NAD 83)
 HM0125_MARKER: DB = BENCH MARK DISK
 HM0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0125_STAMPING: C-166 1934
 HM0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0125+STABILITY: SURFACE MOTION
 HM0125
 HM0125  HISTORY     - Date     Condition        Report By
 HM0125  HISTORY     - 1934     MONUMENTED       CGS
 HM0125
 HM0125                          STATION DESCRIPTION
 HM0125
 HM0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0125'1.8 MI NW FROM LEWIS.
 HM0125'1.8 MILES NORTHWEST OF, ALONG U.S. HWY. NO. 160, FROM LEWIS PUBLIC
 HM0125'SCHOOL.  25 FEET NORTHEAST OF EAST END OF WOODEN IRRIGATION CULVERT
 HM0125'UNDER HIGHWAY.  24 FEET EAST OF CENTERLINE OF U.S. HWY. 160.  15 FEET
 HM0125'NORTH OF CENTER OF WAGON GATE.  3.4 FEET NORTH OF TELEPHONE POLE. 1.5
 HM0125'FEET WEST OF FENCE LINE.  PRECAST CONCRETE POST SET ON OUTSIDE OF
 HM0125'HIGHWAY CURVE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0119 ***********************************************************************
 HL0119  DESIGNATION -  C 168 RESET
 HL0119  PID         -  HL0119
 HL0119  STATE/COUNTY-  CO/MINERAL
 HL0119  USGS QUAD   -  CREEDE (1986)
 HL0119
 HL0119                         *CURRENT SURVEY CONTROL
 HL0119  ___________________________________________________________________
 HL0119* NAD 83(1986)-  37 49 26.     (N)    106 53 37.     (W)     SCALED    
 HL0119* NAVD 88     -      2616.82   (meters)    8585.4    (feet)  RESET     
 HL0119  ___________________________________________________________________
 HL0119  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 HL0119
 HL0119  VERT ORDER  -  THIRD
 HL0119
 HL0119.The horizontal coordinates were scaled from a topographic map and have
 HL0119.an estimated accuracy of +/- 6 seconds.
 HL0119
 HL0119.The orthometric height was computed from unverified reset data.
 HL0119
 HL0119.The geoid height was determined by GEOID03.
 HL0119
 HL0119;                    North         East    Units  Estimated Accuracy
 HL0119;SPC CO S     -   434,150.      791,720.      MT  (+/- 180 meters Scaled)
 HL0119
 HL0119                          SUPERSEDED SURVEY CONTROL
 HL0119
 HL0119.No superseded survey control is available for this station.
 HL0119
 HL0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB333879(NAD 83)
 HL0119_MARKER: DB = BENCH MARK DISK
 HL0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0119_STAMPING: C 168 RESET 1959
 HL0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0119+STABILITY: SURFACE MOTION
 HL0119
 HL0119  HISTORY     - Date     Condition        Report By
 HL0119  HISTORY     - 1959     MONUMENTED       CODH
 HL0119
 HL0119                          STATION DESCRIPTION
 HL0119
 HL0119'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1959
 HL0119'2.9 MI SE FROM CREEDE.
 HL0119'THE MARK IS LOCATED ABOUT 2.9 MILES SOUTHEAST ALONG THE DENVER AND RIO
 HL0119'GRANDE WESTERN RAILROAD FROM THE STATION AT CREEDE, ABOUT 0.2 MILES
 HL0119'EAST OF MILEPOST 318, ABOUT 170 FEET SOUTH OF THE SOUTHWEST CORNER OF
 HL0119'THE WASON RANCH HOUSE, ABOUT 4 FEET WEST OF THE NORTHWEST CORNER OF A
 HL0119'BARN, 75 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 149, 52 FEET
 HL0119'EAST OF A GATE INTO A FIELD, 54 FEET SOUTH OF THE CENTERLINE OF THE
 HL0119'TRACK, AND 2 FEET SOUTH OF A FENCE PARALLELING THE TRACK, AND SET IN
 HL0119'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0457 ***********************************************************************
 JL0457  DESIGNATION -  C 169
 JL0457  PID         -  JL0457
 JL0457  STATE/COUNTY-  CO/HINSDALE
 JL0457  USGS QUAD   -  CANNIBAL PLATEAU (1982)
 JL0457
 JL0457                         *CURRENT SURVEY CONTROL
 JL0457  ___________________________________________________________________
 JL0457* NAD 83(1986)-  38 00 46.     (N)    107 11 16.     (W)     SCALED    
 JL0457* NAVD 88     -      3171.157  (meters)   10404.04   (feet)  ADJUSTED  
 JL0457  ___________________________________________________________________
 JL0457  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 JL0457  DYNAMIC HT  -        3166.502 (meters)   10388.77  (feet)  COMP
 JL0457  MODELED GRAV-     979,045.8   (mgal)                       NAVD 88
 JL0457
 JL0457  VERT ORDER  -  SECOND    CLASS 0
 JL0457
 JL0457.The horizontal coordinates were scaled from a topographic map and have
 JL0457.an estimated accuracy of +/- 6 seconds.
 JL0457
 JL0457.The orthometric height was determined by differential leveling
 JL0457.and adjusted by the National Geodetic Survey in June 1991..
 JL0457
 JL0457.The geoid height was determined by GEOID03.
 JL0457
 JL0457.The dynamic height is computed by dividing the NAVD 88
 JL0457.geopotential number by the normal gravity value computed on the
 JL0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0457.degrees latitude (g = 980.6199 gals.).
 JL0457
 JL0457.The modeled gravity was interpolated from observed gravity values.
 JL0457
 JL0457;                    North         East    Units  Estimated Accuracy
 JL0457;SPC CO S     -   455,540.      766,200.      MT  (+/- 180 meters Scaled)
 JL0457
 JL0457                          SUPERSEDED SURVEY CONTROL
 JL0457
 JL0457  NGVD 29 (??/??/92) 3169.257  (m)        10397.80   (f) ADJ UNCH    2 0
 JL0457
 JL0457.Superseded values are not recommended for survey control.
 JL0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0457.See file dsdata.txt to determine how the superseded data were derived.
 JL0457
 JL0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC079094(NAD 83)
 JL0457_MARKER: DB = BENCH MARK DISK
 JL0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0457_STAMPING: C 169 1934
 JL0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0457+STABILITY: SURFACE MOTION
 JL0457
 JL0457  HISTORY     - Date     Condition        Report By
 JL0457  HISTORY     - 1934     MONUMENTED       CGS
 JL0457
 JL0457                          STATION DESCRIPTION
 JL0457
 JL0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0457'13.5 MI SE FROM LAKE CITY.
 JL0457'13.5 MILES SOUTHEAST ALONG STATE HIGHWAY 149 FROM THE DENVER AND RIO
 JL0457'GRANDE WESTERN RAILROAD (NOW ABANONED) STATION AT LAKE CITY, HINSDALE
 JL0457'COUNTY, 0.2 MILE EAST OF THE JUNCTION WITH A COCHETOPA NATIONAL FOREST
 JL0457'ONEWAY ROAD, 0.1 MILE SOUTHWEST OF A LOG RANCH HOUSE, 250 FEET
 JL0457'SOUTHEAST OF THE JUNCTION WITH THE ROAD LEADING TO A RANCH, 200 FEET
 JL0457'SOUTH OF A RANCH FENCE GATE, 54 FEET SOUTHWEST OF THE SOUTH END OF A
 JL0457'GALVANIZED-PIPE CULVERT, 94 FEET WEST OF A 24-INCH SPRUCE TREE, AND 23
 JL0457'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 JL0457'C 169 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0229 ***********************************************************************
 LK0229  DESIGNATION -  C 17
 LK0229  PID         -  LK0229
 LK0229  STATE/COUNTY-  CO/WASHINGTON
 LK0229  USGS QUAD   -  MESSEX (1984)
 LK0229
 LK0229                         *CURRENT SURVEY CONTROL
 LK0229  ___________________________________________________________________
 LK0229* NAD 83(1986)-  40 26 10.     (N)    103 25 28.     (W)     SCALED    
 LK0229* NAVD 88     -      1242.212  (meters)    4075.49   (feet)  POSTED    
 LK0229  ___________________________________________________________________
 LK0229  GEOID HEIGHT-         -19.67  (meters)                     GEOID03
 LK0229  DYNAMIC HT  -        1241.260 (meters)    4072.37  (feet)  COMP
 LK0229  MODELED GRAV-     979,815.8   (mgal)                       NAVD 88
 LK0229
 LK0229  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LK0229
 LK0229.The horizontal coordinates were scaled from a topographic map and have
 LK0229.an estimated accuracy of +/- 6 seconds.
 LK0229
 LK0229.The orthometric height was determined by differential leveling
 LK0229.and adjusted by the National Geodetic Survey in 1992..
 LK0229.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LK0229.rate of 0.0 thru 1.0 mm/km.
 LK0229
 LK0229.The geoid height was determined by GEOID03.
 LK0229
 LK0229.The dynamic height is computed by dividing the NAVD 88
 LK0229.geopotential number by the normal gravity value computed on the
 LK0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0229.degrees latitude (g = 980.6199 gals.).
 LK0229
 LK0229.The modeled gravity was interpolated from observed gravity values.
 LK0229
 LK0229;                    North         East    Units  Estimated Accuracy
 LK0229;SPC CO N     -   429,310.    1,090,490.      MT  (+/- 180 meters Scaled)
 LK0229
 LK0229                          SUPERSEDED SURVEY CONTROL
 LK0229
 LK0229  NGVD 29 (??/??/92) 1241.597  (m)         4073.47   (f) ADJ UNCH    1 2
 LK0229
 LK0229.Superseded values are not recommended for survey control.
 LK0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0229.See file dsdata.txt to determine how the superseded data were derived.
 LK0229
 LK0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE336773(NAD 83)
 LK0229_MARKER: DB = BENCH MARK DISK
 LK0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0229_STAMPING: ELEV 4073.525 FT C 17 1926
 LK0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0229+STABILITY: SURFACE MOTION
 LK0229
 LK0229  HISTORY     - Date     Condition        Report By
 LK0229  HISTORY     - 1926     MONUMENTED       CGS
 LK0229  HISTORY     - 1942     GOOD             NGS
 LK0229  HISTORY     - 1961     MARK NOT FOUND   NGS
 LK0229  HISTORY     - 1984     MARK NOT FOUND   NGS
 LK0229
 LK0229                          STATION DESCRIPTION
 LK0229
 LK0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LK0229'0.5 MI NE FROM MESSEX.
 LK0229'ABOUT 1/2 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 LK0229'MESSEX, ON THE WASHINGTON-LOGAN COUNTY LINE, 43 FEET WEST OF
 LK0229'CULVERT 75.17, 44.1 FEET NORTH OF THE NORTH RAIL, 2.7 FEET SOUTH
 LK0229'OF THE RIGHT-OF-WAY FENCE, AND ABOUT 1 INCH UNDER GROUND.  A
 LK0229'STANDARD DISK, STAMPED ELEV.  4073.525 FT. C 17 1926 AND SET IN
 LK0229'THE TOP OF A CONCRETE POST.
 LK0229
 LK0229                          STATION RECOVERY (1961)
 LK0229
 LK0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LK0229'MARK NOT FOUND.
 LK0229
 LK0229                          STATION RECOVERY (1984)
 LK0229
 LK0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LK0229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0341 ***********************************************************************
 JL0341  DESIGNATION -  C 170
 JL0341  PID         -  JL0341
 JL0341  STATE/COUNTY-  CO/GUNNISON
 JL0341  USGS QUAD   -  CARPENTER RIDGE (1982)
 JL0341
 JL0341                         *CURRENT SURVEY CONTROL
 JL0341  ___________________________________________________________________
 JL0341* NAD 83(1986)-  38 23 06.     (N)    107 14 37.     (W)     SCALED    
 JL0341* NAVD 88     -      2297.400  (meters)    7537.39   (feet)  ADJUSTED  
 JL0341  ___________________________________________________________________
 JL0341  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 JL0341  DYNAMIC HT  -        2294.501 (meters)    7527.88  (feet)  COMP
 JL0341  MODELED GRAV-     979,285.0   (mgal)                       NAVD 88
 JL0341
 JL0341  VERT ORDER  -  SECOND    CLASS 0
 JL0341
 JL0341.The horizontal coordinates were scaled from a topographic map and have
 JL0341.an estimated accuracy of +/- 6 seconds.
 JL0341
 JL0341.The orthometric height was determined by differential leveling
 JL0341.and adjusted by the National Geodetic Survey in June 1991..
 JL0341
 JL0341.The geoid height was determined by GEOID03.
 JL0341
 JL0341.The dynamic height is computed by dividing the NAVD 88
 JL0341.geopotential number by the normal gravity value computed on the
 JL0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0341.degrees latitude (g = 980.6199 gals.).
 JL0341
 JL0341.The modeled gravity was interpolated from observed gravity values.
 JL0341
 JL0341;                    North         East    Units  Estimated Accuracy
 JL0341;SPC CO C     -   367,500.      762,070.      MT  (+/- 180 meters Scaled)
 JL0341
 JL0341                          SUPERSEDED SURVEY CONTROL
 JL0341
 JL0341  NGVD 29 (??/??/92) 2295.838  (m)         7532.26   (f) ADJ UNCH    2 0
 JL0341
 JL0341.Superseded values are not recommended for survey control.
 JL0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0341.See file dsdata.txt to determine how the superseded data were derived.
 JL0341
 JL0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC040509(NAD 83)
 JL0341_MARKER: DB = BENCH MARK DISK
 JL0341_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JL0341_SP_SET: UNSPEC. ROCK
 JL0341_STAMPING: C 170 1934
 JL0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0341
 JL0341  HISTORY     - Date     Condition        Report By
 JL0341  HISTORY     - 1934     MONUMENTED       CGS
 JL0341  HISTORY     - 1951     MARK NOT FOUND   USGS
 JL0341
 JL0341                          STATION DESCRIPTION
 JL0341
 JL0341'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JL0341'8.5 MI S FROM SAPINERO.
 JL0341'8.5 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD (NOW
 JL0341'ABANDONED) FROM THE STATION AT SAPINERO, GUNNISON COUNTY, 750 FEET
 JL0341'NORTHWEST OF MILEPOST 323, AT THE FOOT OF A ROCKY POINT BETWEEN THE
 JL0341'TRACK AND THE RIVER, 24 FEET NORTHEAST OF THE NORTHEAST BANK OF LAKE
 JL0341'FORK OF GUNNISON RIVER, 120 FEET EAST OF AN 18-INCH SPRUCE TREE
 JL0341'SOUTHWEST OF THE RIVER, 9 FEET SOUTHWEST OF THE CENTERLINE OF THE
 JL0341'TRACK, IN THE TOP OF A ROCK, AND 2 FEET ABOVE GROUND.  A STANDARD
 JL0341'DISK, STAMPED C 170 1934.  NOTE-- ROAD HAS BEEN WIDENED POSSIBLY
 JL0341'COVERING UP BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0201 ***********************************************************************
 JL0201  DESIGNATION -  C 171 RESET
 JL0201  PID         -  JL0201
 JL0201  STATE/COUNTY-  CO/SAGUACHE
 JL0201  USGS QUAD   -  NORTH PASS (1979)
 JL0201
 JL0201                         *CURRENT SURVEY CONTROL
 JL0201  ___________________________________________________________________
 JL0201* NAD 83(1986)-  38 10 11.     (N)    106 34 19.     (W)     SCALED    
 JL0201* NAVD 88     -      3000.871  (meters)    9845.36   (feet)  ADJUSTED  
 JL0201  ___________________________________________________________________
 JL0201  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 JL0201  DYNAMIC HT  -        2996.664 (meters)    9831.56  (feet)  COMP
 JL0201  MODELED GRAV-     979,117.9   (mgal)                       NAVD 88
 JL0201
 JL0201  VERT ORDER  -  SECOND    CLASS 0
 JL0201
 JL0201.The horizontal coordinates were scaled from a topographic map and have
 JL0201.an estimated accuracy of +/- 6 seconds.
 JL0201
 JL0201.The orthometric height was determined by differential leveling
 JL0201.and adjusted by the National Geodetic Survey in June 1991..
 JL0201
 JL0201.The geoid height was determined by GEOID03.
 JL0201
 JL0201.The dynamic height is computed by dividing the NAVD 88
 JL0201.geopotential number by the normal gravity value computed on the
 JL0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0201.degrees latitude (g = 980.6199 gals.).
 JL0201
 JL0201.The modeled gravity was interpolated from observed gravity values.
 JL0201
 JL0201;                    North         East    Units  Estimated Accuracy
 JL0201;SPC CO S     -   472,160.      820,470.      MT  (+/- 180 meters Scaled)
 JL0201
 JL0201                          SUPERSEDED SURVEY CONTROL
 JL0201
 JL0201  NGVD 29 (??/??/92) 2999.085  (m)         9839.50   (f) ADJ UNCH    2 0
 JL0201
 JL0201.Superseded values are not recommended for survey control.
 JL0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0201.See file dsdata.txt to determine how the superseded data were derived.
 JL0201
 JL0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC623258(NAD 83)
 JL0201_MARKER: DB = BENCH MARK DISK
 JL0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0201_STAMPING: C 171 RESET 1940
 JL0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0201+STABILITY: SURFACE MOTION
 JL0201
 JL0201  HISTORY     - Date     Condition        Report By
 JL0201  HISTORY     - 1940     MONUMENTED       CGS
 JL0201  HISTORY     - 1962     GOOD             NGS
 JL0201
 JL0201                          STATION DESCRIPTION
 JL0201
 JL0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JL0201'30.3 MI W FROM SAGUACHE.
 JL0201'ABOUT 30.3 MILES WEST ALONG STATE HIGHWAY 114 FROM THE COUNTY
 JL0201'COURTHOUSE AT SAGUACHE, SAGUACHE COUNTY, ABOUT 58 YARDS EAST OF A
 JL0201'HIGHWAY MAINTENANCE SHOP, ABOUT 105 FEET SOUTHWEST OF THE SOUTH END OF
 JL0201'A WOODEN CULVERT, ABOUT 110 FEET SOUTH OF THE CENTER LINE OF THE
 JL0201'HIGHWAY, 3.6 FEET EAST OF A POLE, AND 1.2 FEET NORTH OF A 4- BY 4-INCH
 JL0201'WHITE REFERENCE POST PROJECTING ABOUT 2.0 FEET ABOVE GROUND. A
 JL0201'STANDARD DISK, STAMPED C 171 RESET 1940 AND SET IN THE TOP OF A
 JL0201'CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE GROUND.
 JL0201
 JL0201                          STATION RECOVERY (1962)
 JL0201
 JL0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JL0201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0338 ***********************************************************************
 JK0338  DESIGNATION -  C 172
 JK0338  PID         -  JK0338
 JK0338  STATE/COUNTY-  CO/TELLER
 JK0338  USGS QUAD   -  PIKES PEAK (1984)
 JK0338
 JK0338                         *CURRENT SURVEY CONTROL
 JK0338  ___________________________________________________________________
 JK0338* NAD 83(1986)-  38 46 55.     (N)    105 07 21.     (W)     SCALED    
 JK0338* NAVD 88     -      3029.397  (meters)    9938.95   (feet)  ADJUSTED  
 JK0338  ___________________________________________________________________
 JK0338  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 JK0338  DYNAMIC HT  -        3025.509 (meters)    9926.19  (feet)  COMP
 JK0338  MODELED GRAV-     979,232.7   (mgal)                       NAVD 88
 JK0338
 JK0338  VERT ORDER  -  SECOND    CLASS 0
 JK0338
 JK0338.The horizontal coordinates were scaled from a topographic map and have
 JK0338.an estimated accuracy of +/- 6 seconds.
 JK0338
 JK0338.The orthometric height was determined by differential leveling
 JK0338.and adjusted by the National Geodetic Survey in June 1991..
 JK0338
 JK0338.The geoid height was determined by GEOID03.
 JK0338
 JK0338.The dynamic height is computed by dividing the NAVD 88
 JK0338.geopotential number by the normal gravity value computed on the
 JK0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0338.degrees latitude (g = 980.6199 gals.).
 JK0338
 JK0338.The modeled gravity was interpolated from observed gravity values.
 JK0338
 JK0338;                    North         East    Units  Estimated Accuracy
 JK0338;SPC CO C     -   410,170.      947,200.      MT  (+/- 180 meters Scaled)
 JK0338
 JK0338                          SUPERSEDED SURVEY CONTROL
 JK0338
 JK0338  NGVD 29 (??/??/92) 3027.930  (m)         9934.13   (f) ADJ UNCH    2 0
 JK0338
 JK0338.Superseded values are not recommended for survey control.
 JK0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0338.See file dsdata.txt to determine how the superseded data were derived.
 JK0338
 JK0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC893925(NAD 83)
 JK0338_MARKER: DB = BENCH MARK DISK
 JK0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0338_STAMPING: C 172 1934
 JK0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0338+STABILITY: SURFACE MOTION
 JK0338
 JK0338  HISTORY     - Date     Condition        Report By
 JK0338  HISTORY     - 1934     MONUMENTED       CGS
 JK0338  HISTORY     - 1938     GOOD             NGS
 JK0338
 JK0338                          STATION DESCRIPTION
 JK0338
 JK0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JK0338'7.9 MI N FROM VICTOR.
 JK0338'7.9 MILES NORTH ALONG THE ROADBED OF THE ABANDONED MIDLAND TERMINAL
 JK0338'RAILWAY FROM THE STATION AT VICTOR, TELLER COUNTY, 03 MILE SOUTH OF
 JK0338'MILEPOST 41, AT THE SIDING AT GILLETT, AT A ROAD CROSSING, 50 FEET
 JK0338'EAST OF THE CENTERLINE OF THE TRACK, 35 FEET NORTH OF THE CENTERLINE
 JK0338'OF THE DIRT ROAD, 20 FEET NORTH OF AN OLD FIRE HYDRANT, AND 4 FEET
 JK0338'NORTH OF A FOREST-FIRE TOOL BOX.  A STANDARD DISK, STAMPED C 172
 JK0338'1934 AND SET IN THE TOP OF A CONCRETE POST.
 JK0338
 JK0338                          STATION RECOVERY (1938)
 JK0338
 JK0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 JK0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0786 ***********************************************************************
 KK0786  DESIGNATION -  C 173
 KK0786  PID         -  KK0786
 KK0786  STATE/COUNTY-  CO/PARK
 KK0786  USGS QUAD   -  MC CURDY MOUNTAIN (1984)
 KK0786
 KK0786                         *CURRENT SURVEY CONTROL
 KK0786  ___________________________________________________________________
 KK0786* NAD 83(1986)-  39 08 18.     (N)    105 28 03.     (W)     SCALED    
 KK0786* NAVD 88     -      2624.728  (meters)    8611.30   (feet)  ADJUSTED  
 KK0786  ___________________________________________________________________
 KK0786  GEOID HEIGHT-         -13.51  (meters)                     GEOID03
 KK0786  DYNAMIC HT  -        2621.578 (meters)    8600.96  (feet)  COMP
 KK0786  MODELED GRAV-     979,331.8   (mgal)                       NAVD 88
 KK0786
 KK0786  VERT ORDER  -  SECOND    CLASS 0
 KK0786
 KK0786.The horizontal coordinates were scaled from a topographic map and have
 KK0786.an estimated accuracy of +/- 6 seconds.
 KK0786
 KK0786.The orthometric height was determined by differential leveling
 KK0786.and adjusted by the National Geodetic Survey in June 1991..
 KK0786
 KK0786.The geoid height was determined by GEOID03.
 KK0786
 KK0786.The dynamic height is computed by dividing the NAVD 88
 KK0786.geopotential number by the normal gravity value computed on the
 KK0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0786.degrees latitude (g = 980.6199 gals.).
 KK0786
 KK0786.The modeled gravity was interpolated from observed gravity values.
 KK0786
 KK0786;                    North         East    Units  Estimated Accuracy
 KK0786;SPC CO C     -   449,670.      917,210.      MT  (+/- 180 meters Scaled)
 KK0786
 KK0786                          SUPERSEDED SURVEY CONTROL
 KK0786
 KK0786  NGVD 29 (??/??/92) 2623.333  (m)         8606.72   (f) ADJ UNCH    2 0
 KK0786
 KK0786.Superseded values are not recommended for survey control.
 KK0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0786.See file dsdata.txt to determine how the superseded data were derived.
 KK0786
 KK0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD595322(NAD 83)
 KK0786_MARKER: DB = BENCH MARK DISK
 KK0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0786_STAMPING: C 173 1934
 KK0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0786+STABILITY: SURFACE MOTION
 KK0786
 KK0786  HISTORY     - Date     Condition        Report By
 KK0786  HISTORY     - 1934     MONUMENTED       CGS
 KK0786
 KK0786                          STATION DESCRIPTION
 KK0786
 KK0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0786'14.8 MI NW FROM LAKE GEORGE.
 KK0786'14.8 MILES NORTHWEST ALONG STATE HIGHWAY 77 FROM LAKE GEORGE,
 KK0786'PARK COUNTY, 150 FEET NORTH OF A PROSPECT HOLE, IN A SADDLE BACK
 KK0786'ON THE TOP OF A RIDGE, 40 FEET NORTH OF TWIN 1-FOOT PINE TREES,
 KK0786'AND 33 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 KK0786'DISK, STAMPED C 173 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0742 ***********************************************************************
 KK0742  DESIGNATION -  C 174
 KK0742  PID         -  KK0742
 KK0742  STATE/COUNTY-  CO/TELLER
 KK0742  USGS QUAD   -  MOUNT DECEPTION (1984)
 KK0742
 KK0742                         *CURRENT SURVEY CONTROL
 KK0742  ___________________________________________________________________
 KK0742* NAD 83(1986)-  39 02 58.     (N)    105 04 57.     (W)     SCALED    
 KK0742* NAVD 88     -      2475.716  (meters)    8122.41   (feet)  ADJUSTED  
 KK0742  ___________________________________________________________________
 KK0742  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 KK0742  DYNAMIC HT  -        2472.842 (meters)    8112.98  (feet)  COMP
 KK0742  MODELED GRAV-     979,376.6   (mgal)                       NAVD 88
 KK0742
 KK0742  VERT ORDER  -  SECOND    CLASS 0
 KK0742
 KK0742.The horizontal coordinates were scaled from a topographic map and have
 KK0742.an estimated accuracy of +/- 6 seconds.
 KK0742
 KK0742.The orthometric height was determined by differential leveling
 KK0742.and adjusted by the National Geodetic Survey in June 1991..
 KK0742
 KK0742.The geoid height was determined by GEOID03.
 KK0742
 KK0742.The dynamic height is computed by dividing the NAVD 88
 KK0742.geopotential number by the normal gravity value computed on the
 KK0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0742.degrees latitude (g = 980.6199 gals.).
 KK0742
 KK0742.The modeled gravity was interpolated from observed gravity values.
 KK0742
 KK0742;                    North         East    Units  Estimated Accuracy
 KK0742;SPC CO C     -   439,880.      950,540.      MT  (+/- 180 meters Scaled)
 KK0742
 KK0742                          SUPERSEDED SURVEY CONTROL
 KK0742
 KK0742  NGVD 29 (??/??/92) 2474.465  (m)         8118.31   (f) ADJ UNCH    2 0
 KK0742
 KK0742.Superseded values are not recommended for survey control.
 KK0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0742.See file dsdata.txt to determine how the superseded data were derived.
 KK0742
 KK0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD928222(NAD 83)
 KK0742_MARKER: DB = BENCH MARK DISK
 KK0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0742_STAMPING: C 174 1934
 KK0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0742+STABILITY: SURFACE MOTION
 KK0742
 KK0742  HISTORY     - Date     Condition        Report By
 KK0742  HISTORY     - 1934     MONUMENTED       CGS
 KK0742
 KK0742                          STATION DESCRIPTION
 KK0742
 KK0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0742'4.3 MI NW FROM WOODLAND PARK.
 KK0742'4.3 MILES NORTHWEST ALONG STATE HIGHWAY 67 FROM THE ABANDONED
 KK0742'MIDLAND TERMINAL RAILWAY STATION AT WOODLAND PARK, TELLER
 KK0742'COUNTY, 0.3 MILE NORTHWEST OF THE JUNCTION OF A FARM ROAD
 KK0742'LEADING SOUTHWEST THROUGH A GATE IN A BARBED-WIRE FENCE, 400
 KK0742'FEET NORTHWEST OF THE SUMMIT OF A STEEP GRADE RISING SHARPLY
 KK0742'FROM THE SOUTHEAST AND FALLING GRADUALLY TO THE NORTHWEST FOR A
 KK0742'MILE, 30 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 70
 KK0742'FEET SOUTHWEST OF A ROW OF POLES, 48 FEET SOUTHEAST OF A TALL
 KK0742'PINE TREE LEANING TO THE SOUTH, AND 2 FEET NORTHEAST OF A
 KK0742'FENCE.  A STANDARD DISK, STAMPED C 174 1934 AND SET IN THE
 KK0742'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0449 ***********************************************************************
 JK0449  DESIGNATION -  C 175
 JK0449  PID         -  JK0449
 JK0449  STATE/COUNTY-  CO/TELLER
 JK0449  USGS QUAD   -  WOODLAND PARK (1994)
 JK0449
 JK0449                         *CURRENT SURVEY CONTROL
 JK0449  ___________________________________________________________________
 JK0449* NAD 83(1986)-  38 59 38.     (N)    105 03 09.     (W)     SCALED    
 JK0449* NAVD 88     -      2572.692  (meters)    8440.57   (feet)  ADJUSTED  
 JK0449  ___________________________________________________________________
 JK0449  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 JK0449  DYNAMIC HT  -        2569.656 (meters)    8430.61  (feet)  COMP
 JK0449  MODELED GRAV-     979,353.7   (mgal)                       NAVD 88
 JK0449
 JK0449  VERT ORDER  -  SECOND    CLASS 0
 JK0449
 JK0449.The horizontal coordinates were scaled from a topographic map and have
 JK0449.an estimated accuracy of +/- 6 seconds.
 JK0449
 JK0449.The orthometric height was determined by differential leveling
 JK0449.and adjusted by the National Geodetic Survey in June 1991..
 JK0449
 JK0449.The geoid height was determined by GEOID03.
 JK0449
 JK0449.The dynamic height is computed by dividing the NAVD 88
 JK0449.geopotential number by the normal gravity value computed on the
 JK0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0449.degrees latitude (g = 980.6199 gals.).
 JK0449
 JK0449.The modeled gravity was interpolated from observed gravity values.
 JK0449
 JK0449;                    North         East    Units  Estimated Accuracy
 JK0449;SPC CO C     -   433,730.      953,170.      MT  (+/- 180 meters Scaled)
 JK0449
 JK0449                          SUPERSEDED SURVEY CONTROL
 JK0449
 JK0449  NGVD 29 (??/??/92) 2571.414  (m)         8436.38   (f) ADJ UNCH    2 0
 JK0449
 JK0449.Superseded values are not recommended for survey control.
 JK0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0449.See file dsdata.txt to determine how the superseded data were derived.
 JK0449
 JK0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD954161(NAD 83)
 JK0449_MARKER: DB = BENCH MARK DISK
 JK0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0449_STAMPING: C 175 1934
 JK0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0449+STABILITY: SURFACE MOTION
 JK0449
 JK0449  HISTORY     - Date     Condition        Report By
 JK0449  HISTORY     - 1934     MONUMENTED       CGS
 JK0449  HISTORY     - 1938     GOOD             NGS
 JK0449  HISTORY     - 1975     MARK NOT FOUND   NGS
 JK0449
 JK0449                          STATION DESCRIPTION
 JK0449
 JK0449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JK0449'0.2 MI E FROM WOODLAND.
 JK0449'0.2 MILE EAST ALONG THE MIDLAND TERMINAL RAILWAY FROM THE
 JK0449'STATION AT WOODLAND PARK, TELLER COUNTY, 105 FEET EAST OF THE
 JK0449'CROSSING OF U.S. HIGHWAY 24, 100 FEET SOUTHWEST OF A RAILWAY
 JK0449'CULVERT, AT THE EAST END OF A SIDING, 36 FEET SOUTH OF THE
 JK0449'CENTERLINE OF THE TRACK, AND ABOUT 12 FEET NORTH OF THE
 JK0449'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED C 175 1934 AND
 JK0449'SET IN THE TOP OF A CONCRETE POST.
 JK0449
 JK0449                          STATION RECOVERY (1975)
 JK0449
 JK0449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 JK0449'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0930 ***********************************************************************
 KK0930  DESIGNATION -  C 177
 KK0930  PID         -  KK0930
 KK0930  STATE/COUNTY-  CO/PARK
 KK0930  USGS QUAD   -  SULPHUR MOUNTAIN (1994)
 KK0930
 KK0930                         *CURRENT SURVEY CONTROL
 KK0930  ___________________________________________________________________
 KK0930* NAD 83(1986)-  39 00 33.     (N)    105 42 04.     (W)     SCALED    
 KK0930* NAVD 88     -      2665.113  (meters)    8743.79   (feet)  ADJUSTED  
 KK0930  ___________________________________________________________________
 KK0930  GEOID HEIGHT-         -13.78  (meters)                     GEOID03
 KK0930  DYNAMIC HT  -        2661.785 (meters)    8732.87  (feet)  COMP
 KK0930  MODELED GRAV-     979,282.4   (mgal)                       NAVD 88
 KK0930
 KK0930  VERT ORDER  -  SECOND    CLASS 0
 KK0930
 KK0930.The horizontal coordinates were scaled from a topographic map and have
 KK0930.an estimated accuracy of +/- 6 seconds.
 KK0930
 KK0930.The orthometric height was determined by differential leveling
 KK0930.and adjusted by the National Geodetic Survey in June 1991..
 KK0930
 KK0930.The geoid height was determined by GEOID03.
 KK0930
 KK0930.The dynamic height is computed by dividing the NAVD 88
 KK0930.geopotential number by the normal gravity value computed on the
 KK0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0930.degrees latitude (g = 980.6199 gals.).
 KK0930
 KK0930.The modeled gravity was interpolated from observed gravity values.
 KK0930
 KK0930;                    North         East    Units  Estimated Accuracy
 KK0930;SPC CO C     -   435,350.      896,980.      MT  (+/- 180 meters Scaled)
 KK0930
 KK0930                          SUPERSEDED SURVEY CONTROL
 KK0930
 KK0930  NGVD 29 (??/??/92) 2663.597  (m)         8738.82   (f) ADJ UNCH    2 0
 KK0930
 KK0930.Superseded values are not recommended for survey control.
 KK0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0930.See file dsdata.txt to determine how the superseded data were derived.
 KK0930
 KK0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD392180(NAD 83)
 KK0930_MARKER: DB = BENCH MARK DISK
 KK0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0930_STAMPING: C 177 1934
 KK0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0930+STABILITY: SURFACE MOTION
 KK0930
 KK0930  HISTORY     - Date     Condition        Report By
 KK0930  HISTORY     - 1934     MONUMENTED       CGS
 KK0930
 KK0930                          STATION DESCRIPTION
 KK0930
 KK0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0930'5.4 MI E FROM HARTSEL.
 KK0930'5.4 MILES EAST ALONG U.S. HIGHWAY 24 FROM HARTSEL, PARK COUNTY,
 KK0930'0.4 MILE WEST OF THE WEST END OF A CURVE AROUND A ROCK OUTCROP,
 KK0930'39 FEET EAST OF A GATE IN THE RIGHT-OF-WAY FENCE, 49 FEET SOUTH OF
 KK0930'THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT NORTH OF THE RIGHT-OF-WAY
 KK0930'FENCE.  A STANDARD DISK, STAMPED C 177 1934 AND SET IN THE TOP OF
 KK0930'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0431 ***********************************************************************
 JL0431  DESIGNATION -  C 178
 JL0431  PID         -  JL0431
 JL0431  STATE/COUNTY-  CO/DELTA
 JL0431  USGS QUAD   -  LAZEAR (1978)
 JL0431
 JL0431                         *CURRENT SURVEY CONTROL
 JL0431  ___________________________________________________________________
 JL0431* NAD 83(1986)-  38 47 09.     (N)    107 48 30.     (W)     SCALED    
 JL0431* NAVD 88     -      1654.822  (meters)    5429.20   (feet)  ADJUSTED  
 JL0431  ___________________________________________________________________
 JL0431  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 JL0431  DYNAMIC HT  -        1653.059 (meters)    5423.41  (feet)  COMP
 JL0431  MODELED GRAV-     979,504.9   (mgal)                       NAVD 88
 JL0431
 JL0431  VERT ORDER  -  SECOND    CLASS 0
 JL0431
 JL0431.The horizontal coordinates were scaled from a topographic map and have
 JL0431.an estimated accuracy of +/- 6 seconds.
 JL0431
 JL0431.The orthometric height was determined by differential leveling
 JL0431.and adjusted by the National Geodetic Survey in June 1991..
 JL0431
 JL0431.The geoid height was determined by GEOID03.
 JL0431
 JL0431.The dynamic height is computed by dividing the NAVD 88
 JL0431.geopotential number by the normal gravity value computed on the
 JL0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0431.degrees latitude (g = 980.6199 gals.).
 JL0431
 JL0431.The modeled gravity was interpolated from observed gravity values.
 JL0431
 JL0431;                    North         East    Units  Estimated Accuracy
 JL0431;SPC CO C     -   413,080.      713,870.      MT  (+/- 180 meters Scaled)
 JL0431
 JL0431                          SUPERSEDED SURVEY CONTROL
 JL0431
 JL0431  NGVD 29 (??/??/92) 1653.584  (m)         5425.13   (f) ADJ UNCH    2 0
 JL0431
 JL0431.Superseded values are not recommended for survey control.
 JL0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0431.See file dsdata.txt to determine how the superseded data were derived.
 JL0431
 JL0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC560967(NAD 83)
 JL0431_MARKER: DB = BENCH MARK DISK
 JL0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0431_STAMPING: C 178 1934
 JL0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0431+STABILITY: SURFACE MOTION
 JL0431
 JL0431  HISTORY     - Date     Condition        Report By
 JL0431  HISTORY     - 1934     MONUMENTED       CGS
 JL0431
 JL0431                          STATION DESCRIPTION
 JL0431
 JL0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0431'6.0 MI W FROM HOTCHKISS.
 JL0431'6.0 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JL0431'THE STATION AT HOTCHKISS, DELTA COUNTY, 90 FEET SOUTHWEST OF THE
 JL0431'CENTERLINE OF THE TRACK, AT THE SOUTHEAST CORNER OF A HAYFIELD, 29
 JL0431'FEET WEST OF THE CENTERLINE OF A SMALL IRRIGATION DITCH, 26 FEET NORTH
 JL0431'OF THE CENTERLINE OF A LANE TO LAZEAR, AND 2.9 FEET SOUTH OF A FENCE.
 JL0431'A STANDARD DISK, STAMPED C 178 1934 AND SET IN THE TOP OF A CONCRETE
 JL0431'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0548 ***********************************************************************
 JK0548  DESIGNATION -  C 179
 JK0548  PID         -  JK0548
 JK0548  STATE/COUNTY-  CO/FREMONT
 JK0548  USGS QUAD   -  PHANTOM CANYON (1954)
 JK0548
 JK0548                         *CURRENT SURVEY CONTROL
 JK0548  ___________________________________________________________________
 JK0548* NAD 83(1986)-  38 30 08.     (N)    105 06 22.     (W)     SCALED    
 JK0548* NAVD 88     -      1776.070  (meters)    5826.99   (feet)  ADJUSTED  
 JK0548  ___________________________________________________________________
 JK0548  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 JK0548  DYNAMIC HT  -        1774.120 (meters)    5820.59  (feet)  COMP
 JK0548  MODELED GRAV-     979,468.0   (mgal)                       NAVD 88
 JK0548
 JK0548  VERT ORDER  -  SECOND    CLASS 0
 JK0548
 JK0548.The horizontal coordinates were scaled from a topographic map and have
 JK0548.an estimated accuracy of +/- 6 seconds.
 JK0548
 JK0548.The orthometric height was determined by differential leveling
 JK0548.and adjusted by the National Geodetic Survey in June 1991..
 JK0548
 JK0548.The geoid height was determined by GEOID03.
 JK0548
 JK0548.The dynamic height is computed by dividing the NAVD 88
 JK0548.geopotential number by the normal gravity value computed on the
 JK0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0548.degrees latitude (g = 980.6199 gals.).
 JK0548
 JK0548.The modeled gravity was interpolated from observed gravity values.
 JK0548
 JK0548;                    North         East    Units  Estimated Accuracy
 JK0548;SPC CO C     -   379,130.      948,760.      MT  (+/- 180 meters Scaled)
 JK0548
 JK0548                          SUPERSEDED SURVEY CONTROL
 JK0548
 JK0548  NGVD 29 (??/??/92) 1775.050  (m)         5823.64   (f) ADJ UNCH    2 0
 JK0548
 JK0548.Superseded values are not recommended for survey control.
 JK0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0548.See file dsdata.txt to determine how the superseded data were derived.
 JK0548
 JK0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC907615(NAD 83)
 JK0548_MARKER: DB = BENCH MARK DISK
 JK0548_SETTING: 66 = SET IN ROCK OUTCROP
 JK0548_SP_SET: OUTCROP
 JK0548_STAMPING: C 179 1934
 JK0548_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0548+STABILITY: POSITION/ELEVATION WELL
 JK0548
 JK0548  HISTORY     - Date     Condition        Report By
 JK0548  HISTORY     - 1934     MONUMENTED       CGS
 JK0548  HISTORY     - 1952     GOOD             NGS
 JK0548
 JK0548                          STATION DESCRIPTION
 JK0548
 JK0548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JK0548'8.2 MI N FROM FLORENCE.
 JK0548'8.25 MILES NORTH ALONG STATE HIGHWAY 67 FROM THE POST OFFICE AT
 JK0548'FLORENCE, 50 FEET NORTHWEST OF THE NORTHWEST BANK OF EAST EIGHT
 JK0548'MILE CREEK, 34 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 JK0548'3 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE EAST
 JK0548'END OF A LARGE GRANITE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0093 ***********************************************************************
 LL0093  DESIGNATION -  C 18
 LL0093  PID         -  LL0093
 LL0093  STATE/COUNTY-  CO/WELD
 LL0093  USGS QUAD   -  HARDIN (1978)
 LL0093
 LL0093                         *CURRENT SURVEY CONTROL
 LL0093  ___________________________________________________________________
 LL0093* NAD 83(1986)-  40 19 48.     (N)    104 23 43.     (W)     SCALED    
 LL0093* NAVD 88     -      1376.529  (meters)    4516.16   (feet)  POSTED    
 LL0093  ___________________________________________________________________
 LL0093  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 LL0093  DYNAMIC HT  -        1375.380 (meters)    4512.39  (feet)  COMP
 LL0093  MODELED GRAV-     979,742.1   (mgal)                       NAVD 88
 LL0093
 LL0093  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0093
 LL0093.The horizontal coordinates were scaled from a topographic map and have
 LL0093.an estimated accuracy of +/- 6 seconds.
 LL0093
 LL0093.The orthometric height was determined by differential leveling
 LL0093.and adjusted by the National Geodetic Survey in 1992..
 LL0093.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0093.rate of 0.0 thru 1.0 mm/km.
 LL0093
 LL0093.The geoid height was determined by GEOID03.
 LL0093
 LL0093.The dynamic height is computed by dividing the NAVD 88
 LL0093.geopotential number by the normal gravity value computed on the
 LL0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0093.degrees latitude (g = 980.6199 gals.).
 LL0093
 LL0093.The modeled gravity was interpolated from observed gravity values.
 LL0093
 LL0093;                    North         East    Units  Estimated Accuracy
 LL0093;SPC CO N     -   416,050.    1,008,280.      MT  (+/- 180 meters Scaled)
 LL0093
 LL0093                          SUPERSEDED SURVEY CONTROL
 LL0093
 LL0093  NGVD 29 (??/??/92) 1375.708  (m)         4513.47   (f) ADJ UNCH    1 2
 LL0093
 LL0093.Superseded values are not recommended for survey control.
 LL0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0093.See file dsdata.txt to determine how the superseded data were derived.
 LL0093
 LL0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE513645(NAD 83)
 LL0093_MARKER: DB = BENCH MARK DISK
 LL0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0093_STAMPING: 4513.747 C 18 1926
 LL0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0093+STABILITY: SURFACE MOTION
 LL0093
 LL0093  HISTORY     - Date     Condition        Report By
 LL0093  HISTORY     - 1926     MONUMENTED       CGS
 LL0093  HISTORY     - 1934     GOOD             NGS
 LL0093  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0093
 LL0093                          STATION DESCRIPTION
 LL0093
 LL0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LL0093'2 MI E FROM HARDIN.
 LL0093'ABOUT 2 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM HARDIN,
 LL0093'4 POLES WEST OF MILEPOST 133, 45.9 FEET SOUTH OF THE SOUTH
 LL0093'RAIL, 5.7 FEET WEST OF THE WEST GATEPOST, AND 2 FEET NORTH OF AN
 LL0093'EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED 4513.747 C 18
 LL0093'1926 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 LL0093'ABOVE GROUND.
 LL0093
 LL0093                          STATION RECOVERY (1984)
 LL0093
 LL0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0139 ***********************************************************************
 KM0139  DESIGNATION -  C 19
 KM0139  PID         -  KM0139
 KM0139  STATE/COUNTY-  CO/MESA
 KM0139  USGS QUAD   -  WESTWATER (1985)
 KM0139
 KM0139                         *CURRENT SURVEY CONTROL
 KM0139  ___________________________________________________________________
 KM0139* NAD 83(1986)-  39 07 08.     (N)    109 03 02.     (W)     SCALED    
 KM0139* NAVD 88     -      1325.826  (meters)    4349.81   (feet)  POSTED    
 KM0139  ___________________________________________________________________
 KM0139  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 KM0139  DYNAMIC HT  -        1324.570 (meters)    4345.69  (feet)  COMP
 KM0139  MODELED GRAV-     979,636.0   (mgal)                       NAVD 88
 KM0139
 KM0139  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KM0139
 KM0139.The horizontal coordinates were scaled from a topographic map and have
 KM0139.an estimated accuracy of +/- 6 seconds.
 KM0139
 KM0139.The orthometric height was determined by differential leveling
 KM0139.and adjusted by the National Geodetic Survey in 1992..
 KM0139.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KM0139.rate of 0.0 thru 1.0 mm/km.
 KM0139
 KM0139.The geoid height was determined by GEOID03.
 KM0139
 KM0139.The dynamic height is computed by dividing the NAVD 88
 KM0139.geopotential number by the normal gravity value computed on the
 KM0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0139.degrees latitude (g = 980.6199 gals.).
 KM0139
 KM0139.The modeled gravity was interpolated from observed gravity values.
 KM0139
 KM0139;                    North         East    Units  Estimated Accuracy
 KM0139;SPC CO C     -   453,510.      607,440.      MT  (+/- 180 meters Scaled)
 KM0139
 KM0139                          SUPERSEDED SURVEY CONTROL
 KM0139
 KM0139  NGVD 29 (??/??/92) 1324.795  (m)         4346.43   (f) ADJ UNCH    1 2
 KM0139
 KM0139.Superseded values are not recommended for survey control.
 KM0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0139.See file dsdata.txt to determine how the superseded data were derived.
 KM0139
 KM0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ685317(NAD 83)
 KM0139_MARKER: DB = BENCH MARK DISK
 KM0139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KM0139_SP_SET: CULVERT
 KM0139_STAMPING: 4346.432 C 19 1927
 KM0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0139
 KM0139  HISTORY     - Date     Condition        Report By
 KM0139  HISTORY     - 1927     MONUMENTED       CGS
 KM0139  HISTORY     - 1954     MARK NOT FOUND   USGS
 KM0139  HISTORY     - 1970     MARK NOT FOUND   USGS
 KM0139
 KM0139                          STATION DESCRIPTION
 KM0139
 KM0139'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 KM0139'15.0 MI SW FROM MACK.
 KM0139'15.0 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KM0139'FROM THE STATION AT MACK, MESA COUNTY, 0.1 MILE EAST OF MILEPOST 484,
 KM0139'100 YARDS EAST OF THE COLORADO-UTAH STATE LINE, 20 FEET WEST OF THE
 KM0139'TELEPHONE BOOTH AT THE WEST END OF UTALINE SIDING, 12 FEET EAST OF A
 KM0139'CIRCULAR CONCRETE PIPE 5 FEET IN DIAMETER, IN THE TOP OF THE SOUTH
 KM0139'HEAD WALL OF A CONCRETE CULVERT, 1.5 FEET EAST OF THE WEST END, 6
 KM0139'INCHES NORTH OF THE SOUTH EDGE, 18 FEET SOUTH OF THE CENTERLINE OF THE
 KM0139'MAIN TRACK, AND 2-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 KM0139'STAMPED 4346.432 C 19 1927.
 KM0139
 KM0139                          STATION RECOVERY (1970)
 KM0139
 KM0139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 KM0139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0291 ***********************************************************************
 HL0291  DESIGNATION -  C 20
 HL0291  PID         -  HL0291
 HL0291  STATE/COUNTY-  CO/LA PLATA
 HL0291  USGS QUAD   -  MOUNTAIN VIEW CREST (1973)
 HL0291
 HL0291                         *CURRENT SURVEY CONTROL
 HL0291  ___________________________________________________________________
 HL0291* NAD 83(1986)-  37 37 07.     (N)    107 42 29.     (W)     SCALED    
 HL0291* NAVD 88     -      2469.385  (meters)    8101.64   (feet)  POSTED    
 HL0291  ___________________________________________________________________
 HL0291  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 HL0291  DYNAMIC HT  -        2465.950 (meters)    8090.37  (feet)  COMP
 HL0291  MODELED GRAV-     979,150.2   (mgal)                       NAVD 88
 HL0291
 HL0291  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HL0291
 HL0291.The horizontal coordinates were scaled from a topographic map and have
 HL0291.an estimated accuracy of +/- 6 seconds.
 HL0291
 HL0291.The orthometric height was determined by differential leveling
 HL0291.and adjusted by the National Geodetic Survey in 1992..
 HL0291.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HL0291.rate of 0.0 thru 1.0 mm/km.
 HL0291
 HL0291.The geoid height was determined by GEOID03.
 HL0291
 HL0291.The dynamic height is computed by dividing the NAVD 88
 HL0291.geopotential number by the normal gravity value computed on the
 HL0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0291.degrees latitude (g = 980.6199 gals.).
 HL0291
 HL0291.The modeled gravity was interpolated from observed gravity values.
 HL0291
 HL0291;                    North         East    Units  Estimated Accuracy
 HL0291;SPC CO S     -   412,760.      719,490.      MT  (+/- 180 meters Scaled)
 HL0291
 HL0291                          SUPERSEDED SURVEY CONTROL
 HL0291
 HL0291  NGVD 29 (??/??/92) 2467.879  (m)         8096.70   (f) ADJ UNCH    1 2
 HL0291
 HL0291.Superseded values are not recommended for survey control.
 HL0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0291.See file dsdata.txt to determine how the superseded data were derived.
 HL0291
 HL0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB609669(NAD 83)
 HL0291_MARKER: DB = BENCH MARK DISK
 HL0291_SETTING: 66 = SET IN ROCK OUTCROP
 HL0291_SP_SET: OUTCROP
 HL0291_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0291+STABILITY: POSITION/ELEVATION WELL
 HL0291
 HL0291  HISTORY     - Date     Condition        Report By
 HL0291  HISTORY     - UNK      MONUMENTED       CGS
 HL0291  HISTORY     - 1928     GOOD             NGS
 HL0291
 HL0291                          STATION DESCRIPTION
 HL0291
 HL0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 HL0291'13 MI N FROM ROCKWOOD.
 HL0291'0.5 MILES SOUTH OF OLD NEEDLETON SIDING, 800 FT. SOUTH OF MILE POST
 HL0291'NO. 482, 12 FT. WEST OF TRACK.  IN GRANITE ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0215 ***********************************************************************
 LK0215  DESIGNATION -  C 207
 LK0215  PID         -  LK0215
 LK0215  STATE/COUNTY-  CO/LOGAN
 LK0215  USGS QUAD   -  WILLARD (1951)
 LK0215
 LK0215                         *CURRENT SURVEY CONTROL
 LK0215  ___________________________________________________________________
 LK0215* NAD 83(1986)-  40 33 50.     (N)    103 26 02.     (W)     SCALED    
 LK0215* NAVD 88     -      1292.883  (meters)    4241.73   (feet)  ADJUSTED  
 LK0215  ___________________________________________________________________
 LK0215  GEOID HEIGHT-         -19.48  (meters)                     GEOID03
 LK0215  DYNAMIC HT  -        1291.899 (meters)    4238.51  (feet)  COMP
 LK0215  MODELED GRAV-     979,819.1   (mgal)                       NAVD 88
 LK0215
 LK0215  VERT ORDER  -  SECOND    CLASS 0
 LK0215
 LK0215.The horizontal coordinates were scaled from a topographic map and have
 LK0215.an estimated accuracy of +/- 6 seconds.
 LK0215
 LK0215.The orthometric height was determined by differential leveling
 LK0215.and adjusted by the National Geodetic Survey in June 1991..
 LK0215
 LK0215.The geoid height was determined by GEOID03.
 LK0215
 LK0215.The dynamic height is computed by dividing the NAVD 88
 LK0215.geopotential number by the normal gravity value computed on the
 LK0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0215.degrees latitude (g = 980.6199 gals.).
 LK0215
 LK0215.The modeled gravity was interpolated from observed gravity values.
 LK0215
 LK0215;                    North         East    Units  Estimated Accuracy
 LK0215;SPC CO N     -   443,470.    1,089,350.      MT  (+/- 180 meters Scaled)
 LK0215
 LK0215                          SUPERSEDED SURVEY CONTROL
 LK0215
 LK0215  NGVD 29 (??/??/92) 1292.288  (m)         4239.78   (f) ADJ UNCH    2 0
 LK0215
 LK0215.Superseded values are not recommended for survey control.
 LK0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0215.See file dsdata.txt to determine how the superseded data were derived.
 LK0215
 LK0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE325915(NAD 83)
 LK0215_MARKER: DB = BENCH MARK DISK
 LK0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0215_STAMPING: C 207 1934
 LK0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0215+STABILITY: SURFACE MOTION
 LK0215
 LK0215  HISTORY     - Date     Condition        Report By
 LK0215  HISTORY     - 1934     MONUMENTED       CGS
 LK0215
 LK0215                          STATION DESCRIPTION
 LK0215
 LK0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LK0215'13.1 MI E FROM STONEHAM.
 LK0215'IN LOGAN COUNTY, 13.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND
 LK0215'QUINCY RAILROAD FROM THE STATION AT STONEHAM, WELD COUNTY, 900 FEET
 LK0215'SOUTH OF MILEPOST 243, 50.7 FEET EAST OF THE EAST RAIL, 4.8 FEET
 LK0215'EAST OF A FENCE, 3.6 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 LK0215'STAMPED C 207 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0219 ***********************************************************************
 LL0219  DESIGNATION -  C 209
 LL0219  PID         -  LL0219
 LL0219  STATE/COUNTY-  CO/WELD
 LL0219  USGS QUAD   -  GREELEY (1980)
 LL0219
 LL0219                         *CURRENT SURVEY CONTROL
 LL0219  ___________________________________________________________________
 LL0219* NAD 83(1986)-  40 26 26.     (N)    104 41 21.     (W)     SCALED    
 LL0219* NAVD 88     -      1417.282  (meters)    4649.87   (feet)  ADJUSTED  
 LL0219  ___________________________________________________________________
 LL0219  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 LL0219  DYNAMIC HT  -        1416.074 (meters)    4645.90  (feet)  COMP
 LL0219  MODELED GRAV-     979,723.7   (mgal)                       NAVD 88
 LL0219
 LL0219  VERT ORDER  -  FIRST     CLASS II
 LL0219
 LL0219.The horizontal coordinates were scaled from a topographic map and have
 LL0219.an estimated accuracy of +/- 6 seconds.
 LL0219
 LL0219.The orthometric height was determined by differential leveling
 LL0219.and adjusted by the National Geodetic Survey in June 1991..
 LL0219.WARNING-Repeat measurements at this control monument indicate possible
 LL0219.vertical movement.
 LL0219
 LL0219.The geoid height was determined by GEOID03.
 LL0219
 LL0219.The dynamic height is computed by dividing the NAVD 88
 LL0219.geopotential number by the normal gravity value computed on the
 LL0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0219.degrees latitude (g = 980.6199 gals.).
 LL0219
 LL0219.The modeled gravity was interpolated from observed gravity values.
 LL0219
 LL0219;                    North         East    Units  Estimated Accuracy
 LL0219;SPC CO N     -   428,050.      983,190.      MT  (+/- 180 meters Scaled)
 LL0219
 LL0219                          SUPERSEDED SURVEY CONTROL
 LL0219
 LL0219  NGVD 29 (??/??/92) 1416.394  (m)         4646.95   (f) ADJ UNCH    1 2
 LL0219
 LL0219.Superseded values are not recommended for survey control.
 LL0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0219.See file dsdata.txt to determine how the superseded data were derived.
 LL0219
 LL0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE263767(NAD 83)
 LL0219_MARKER: DB = BENCH MARK DISK
 LL0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0219_STAMPING: C 209 1934
 LL0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0219+STABILITY: SURFACE MOTION
 LL0219
 LL0219  HISTORY     - Date     Condition        Report By
 LL0219  HISTORY     - 1934     MONUMENTED       CGS
 LL0219  HISTORY     - 1956     GOOD             NGS
 LL0219  HISTORY     - 1983     MARK NOT FOUND   NGS
 LL0219
 LL0219                          STATION DESCRIPTION
 LL0219
 LL0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0219'1.2 MI N FROM GREELEY.
 LL0219'1.15 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LL0219'AT GREELEY, 36 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 22
 LL0219'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A TRESTLE OVER THE CACHE
 LL0219'LA POUDRE RIVER, 56 FEET SOUTH OF A TELEPHONE POLE, 9.3 FEET
 LL0219'NORTHEAST OF A FENCE, 5 FEET BELOW THE TOP OF THE RAILS, 1 FOOT
 LL0219'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LL0219'PROJECTS 0.6 FOOT ABOVE THE GROUND, IN SECTION 32, TOWNSHIP 6
 LL0219'NORTH, RANGE 65 WEST.
 LL0219
 LL0219                          STATION RECOVERY (1983)
 LL0219
 LL0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0219'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0021 ***********************************************************************
 HK0021  DESIGNATION -  C 21
 HK0021  PID         -  HK0021
 HK0021  STATE/COUNTY-  CO/LAS ANIMAS
 HK0021  USGS QUAD   -  FISHERS PEAK (1971)
 HK0021
 HK0021                         *CURRENT SURVEY CONTROL
 HK0021  ___________________________________________________________________
 HK0021* NAD 83(1986)-  37 01 26.     (N)    104 29 54.     (W)     SCALED    
 HK0021* NAVD 88     -      2137.662  (meters)    7013.31   (feet)  ADJUSTED  
 HK0021  ___________________________________________________________________
 HK0021  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 HK0021  DYNAMIC HT  -        2134.903 (meters)    7004.26  (feet)  COMP
 HK0021  MODELED GRAV-     979,263.9   (mgal)                       NAVD 88
 HK0021
 HK0021  VERT ORDER  -  FIRST     CLASS II
 HK0021
 HK0021.The horizontal coordinates were scaled from a topographic map and have
 HK0021.an estimated accuracy of +/- 6 seconds.
 HK0021
 HK0021.The orthometric height was determined by differential leveling
 HK0021.and adjusted by the National Geodetic Survey in June 1991..
 HK0021
 HK0021.The geoid height was determined by GEOID03.
 HK0021
 HK0021.The dynamic height is computed by dividing the NAVD 88
 HK0021.geopotential number by the normal gravity value computed on the
 HK0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0021.degrees latitude (g = 980.6199 gals.).
 HK0021
 HK0021.The modeled gravity was interpolated from observed gravity values.
 HK0021
 HK0021;                    North         East    Units  Estimated Accuracy
 HK0021;SPC CO S     -   344,930.    1,003,540.      MT  (+/- 180 meters Scaled)
 HK0021
 HK0021                          SUPERSEDED SURVEY CONTROL
 HK0021
 HK0021  NGVD 29 (??/??/92) 2136.571  (m)         7009.73   (f) ADJ UNCH    1 2
 HK0021
 HK0021.Superseded values are not recommended for survey control.
 HK0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0021.See file dsdata.txt to determine how the superseded data were derived.
 HK0021
 HK0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA446976(NAD 83)
 HK0021_MARKER: DB = BENCH MARK DISK
 HK0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0021_STAMPING: 7009.733 C 21 1929
 HK0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0021+STABILITY: SURFACE MOTION
 HK0021
 HK0021  HISTORY     - Date     Condition        Report By
 HK0021  HISTORY     - 1929     MONUMENTED       CGS
 HK0021  HISTORY     - 1935     GOOD             NGS
 HK0021
 HK0021                          STATION DESCRIPTION
 HK0021
 HK0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 HK0021'0.5 MI S FROM MORLEY.
 HK0021'0.5 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 HK0021'THE STATION AT MORLEY, LAS ANIMAS COUNTY, 69 FEET EAST OF THE
 HK0021'CENTERLINE OF THE EAST TRACK, 33 FEET WEST OF THE WEST SIDE AND
 HK0021'NEAR THE NORTH END OF A LONG WOODEN SHED COVERED WITH CORRUGATED
 HK0021'IRON (THIS SHED IS THE SOUTHERNMOST ONE OF A SERIES OF SHEDS), 15
 HK0021'FEET NORTH OF THE PROJECTION OF AN EAST-AND-WEST LINE ACROSS THE
 HK0021'NORTH END OF DISTRICT NO. 32 SCHOOL (THE SCHOOL IS ON TOP OF A BLUFF
 HK0021'JUST WEST OF THE TRACKS), 7 FEET WEST OF THE EAST RIGHT-OF-WAY
 HK0021'FENCE, 1 FOOT SOUTH OF AN EAST AND WEST FENCE ACROSS THE RIGHT-
 HK0021'OF-WAY, AND 6 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 HK0021'7009.733 C 21 1929 AND SET IN THE TOP OF A CONRETE POST PROJECTING
 HK0021'2 INCHES ABOVE GROUND.
 HK0021
 HK0021                          STATION RECOVERY (1935)
 HK0021
 HK0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 HK0021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0055 ***********************************************************************
 LK0055  DESIGNATION -  C 213
 LK0055  PID         -  LK0055
 LK0055  STATE/COUNTY-  CO/PHILLIPS
 LK0055  USGS QUAD   -  AMHERST SW (1971)
 LK0055
 LK0055                         *CURRENT SURVEY CONTROL
 LK0055  ___________________________________________________________________
 LK0055* NAD 83(1992)-  40 35 07.38259(N)    102 12 22.44724(W)     ADJUSTED  
 LK0055* NAVD 88     -      1122.370  (meters)    3682.31   (feet)  ADJUSTED  
 LK0055  ___________________________________________________________________
 LK0055  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 LK0055  GEOID HEIGHT-         -21.18  (meters)                     GEOID03
 LK0055  DYNAMIC HT  -        1121.577 (meters)    3679.71  (feet)  COMP
 LK0055  MODELED GRAV-     979,879.5   (mgal)                       NAVD 88
 LK0055
 LK0055  HORZ ORDER  -  SECOND
 LK0055  VERT ORDER  -  SECOND    CLASS 0
 LK0055
 LK0055.The horizontal coordinates were established by classical geodetic methods
 LK0055.and adjusted by the National Geodetic Survey in January 1993..
 LK0055.No horizontal observational check was made to the station.
 LK0055
 LK0055.The orthometric height was determined by differential leveling
 LK0055.and adjusted by the National Geodetic Survey in June 1991..
 LK0055
 LK0055.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0055
 LK0055.The geoid height was determined by GEOID03.
 LK0055
 LK0055.The dynamic height is computed by dividing the NAVD 88
 LK0055.geopotential number by the normal gravity value computed on the
 LK0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0055.degrees latitude (g = 980.6199 gals.).
 LK0055
 LK0055.The modeled gravity was interpolated from observed gravity values.
 LK0055
 LK0055;                    North         East     Units Scale Factor Converg.
 LK0055;SPC CO N     -   448,997.293 1,193,181.191   MT  0.99997387   +2 07 41.6
 LK0055;SPC CO N     - 1,473,085.29  3,914,628.62   sFT  0.99997387   +2 07 41.6
 LK0055;SPC NE       -    85,882.414   313,279.820   MT  0.99978652   -1 27 43.4
 LK0055;UTM  13      - 4,496,484.282   736,440.619   MT  1.00028818   +1 49 06.3
 LK0055
 LK0055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0055!SPC CO N     -   0.99982729  x   0.99997387  =   0.99980116
 LK0055!SPC NE       -   0.99982729  x   0.99978652  =   0.99961385
 LK0055!UTM  13      -   0.99982729  x   1.00028818  =   1.00011542
 LK0055
 LK0055                          SUPERSEDED SURVEY CONTROL
 LK0055
 LK0055  NAD 83(1986)-  40 35 07.38198(N)    102 12 22.44756(W) AD(       ) 2
 LK0055  NAD 27      -  40 35 07.39953(N)    102 12 20.76440(W) AD(       ) 2
 LK0055  NGVD 29 (??/??/92) 1121.910  (m)         3680.80   (f) ADJ UNCH    2 0
 LK0055
 LK0055.Superseded values are not recommended for survey control.
 LK0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0055.See file dsdata.txt to determine how the superseded data were derived.
 LK0055
 LK0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE3644196484(NAD 83)
 LK0055_MARKER: DB = BENCH MARK DISK
 LK0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0055_SP_SET: CONCRETE POST
 LK0055_STAMPING: C 213 1934
 LK0055_MARK LOGO: CGS   
 LK0055_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LK0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0055+STABILITY: SURFACE MOTION
 LK0055
 LK0055  HISTORY     - Date     Condition        Report By
 LK0055  HISTORY     - 1934     MONUMENTED       CGS
 LK0055  HISTORY     - 1968     GOOD             NGS
 LK0055  HISTORY     - 19910517 POOR             NGS
 LK0055
 LK0055                          STATION DESCRIPTION
 LK0055
 LK0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LK0055'5.1 MI E FROM HOLYOKE.
 LK0055'5.1 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE COURTHOUSE AT HOLYOKE,
 LK0055'PHILLIPS COUNTY, 300 YARDS WEST OF A RANCH HOUSE, AT THE INTERSECTION
 LK0055'OF T-ROADS LEADING NORTH AND SOUTH, 60 FEET SOUTH OF THE CENTER LINE
 LK0055'OF HIGHWAY, 20 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING SOUTH,
 LK0055'30 FEET SOUTH OF A FENCE CORNER, 7 FEET EAST OF A PROPERTY LINE, AND
 LK0055'IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED C 213 1934
 LK0055'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- RECOVERED IN GOOD
 LK0055'CONDITION, IN SOUTHWEST ANGLE OF THE CROSSROAD, 90 FEET SOUTH OF
 LK0055'CENTER LINE OF HIGHWAY 6, 26 FEET WEST OF THE CENTERLINE OF ROAD
 LK0055'LEADING SOUTH AND 29 FEET SOUTH OF THE RIGHT-OF-WAY FENCE 1 LINE.
 LK0055
 LK0055                          STATION RECOVERY (1991)
 LK0055
 LK0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LK0055'5.1 MI (8.21 KM) EAST ALONG U.S. HIGHWAY 6 FROM THE COURTHOUSE AT
 LK0055'HOLYOKE, IN THE SOUTHWEST CORNER OF INTERSECTION OF COUNTY ROAD 49
 LK0055'AND THE HIGHWAY, 91.5 FT (27.89 M) SOUTH OF THE CENTER LINE OF THE
 LK0055'HIGHWAY, 27 FT (8.23 M) WEST OF THE CENTER OF THE ROAD, 7.5 FT (2.29
 LK0055'M) SOUTHEAST OF A POWER POLE, 3 FT (0.91 M) SOUTHWEST OF A MAILBOX
 LK0055'AND BURIED 0.15 FT (0.05 M) BELOW GROUND LEVEL.  THE MONUMENT HAS
 LK0055'BEEN DAMAGED IN THE PAST BUT SEEMS STILL SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0130 ***********************************************************************
 HK0130  DESIGNATION -  C 22
 HK0130  PID         -  HK0130
 HK0130  STATE/COUNTY-  CO/HUERFANO
 HK0130  USGS QUAD   -  MARIA RESERVOIR (1963)
 HK0130
 HK0130                         *CURRENT SURVEY CONTROL
 HK0130  ___________________________________________________________________
 HK0130* NAD 83(1986)-  37 43 38.     (N)    104 44 20.     (W)     SCALED    
 HK0130* NAVD 88     -      1832.730  (meters)    6012.88   (feet)  ADJUSTED  
 HK0130  ___________________________________________________________________
 HK0130  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 HK0130  DYNAMIC HT  -        1830.621 (meters)    6005.96  (feet)  COMP
 HK0130  MODELED GRAV-     979,413.7   (mgal)                       NAVD 88
 HK0130
 HK0130  VERT ORDER  -  FIRST     CLASS II
 HK0130
 HK0130.The horizontal coordinates were scaled from a topographic map and have
 HK0130.an estimated accuracy of +/- 6 seconds.
 HK0130
 HK0130.The orthometric height was determined by differential leveling
 HK0130.and adjusted by the National Geodetic Survey in June 1991..
 HK0130
 HK0130.Photographs are available for this station.
 HK0130
 HK0130.The geoid height was determined by GEOID03.
 HK0130
 HK0130.The dynamic height is computed by dividing the NAVD 88
 HK0130.geopotential number by the normal gravity value computed on the
 HK0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0130.degrees latitude (g = 980.6199 gals.).
 HK0130
 HK0130.The modeled gravity was interpolated from observed gravity values.
 HK0130
 HK0130;                    North         East    Units  Estimated Accuracy
 HK0130;SPC CO S     -   422,780.      981,500.      MT  (+/- 180 meters Scaled)
 HK0130
 HK0130                          SUPERSEDED SURVEY CONTROL
 HK0130
 HK0130  NGVD 29 (??/??/92) 1831.774  (m)         6009.75   (f) ADJ UNCH    1 2
 HK0130
 HK0130.Superseded values are not recommended for survey control.
 HK0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0130.See file dsdata.txt to determine how the superseded data were derived.
 HK0130
 HK0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB230755(NAD 83)
 HK0130_MARKER: DB = BENCH MARK DISK
 HK0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0130_STAMPING: 6009.745 C 22 1929
 HK0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0130+STABILITY: SURFACE MOTION
 HK0130
 HK0130  HISTORY     - Date     Condition        Report By
 HK0130  HISTORY     - 1929     MONUMENTED       CGS
 HK0130  HISTORY     - 1935     GOOD             NGS
 HK0130  HISTORY     - 1982     GOOD             NGS
 HK0130  HISTORY     - 1982     GOOD             NGS
 HK0130
 HK0130                          STATION DESCRIPTION
 HK0130
 HK0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HK0130'8.8 MI N FROM WALSENBURG.
 HK0130'8.8 MI NORTH ALONG THE COLORADO AND SOUTHERN RAILWAY FROM THE STATION
 HK0130'AT WALSENBURG, HUERFANO COUNTY, 3.2 MILES NORTH OF THE STATION AT
 HK0130'SANDY, 0.2 MILE NORTH OF MILEPOST 163, 91 FEET WEST OF THE CENTERLINE
 HK0130'OF THE WEST TRACK, 1 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE, AND
 HK0130'1-1/2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED 6009.745
 HK0130'C 22 1929 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 HK0130'ABOVE GROUND.
 HK0130
 HK0130                          STATION RECOVERY (1982)
 HK0130
 HK0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HK0130'A WITNESS POST WAS ADDED. THE MARK IS LOCATED 14.2 KM (8.8 MI) NORTH
 HK0130'ALONG THE COLORADO AND SOUTHERN RAILWAY TRACKS FROM THE STATION AT
 HK0130'WALSENBURG, HUERFANO COUNTY, 5.2 KM (3.2 MI) NORTH OF THE STATION AT
 HK0130'SANDY, 0.3 KM (0.2 MI) NORTH OF MILEPOST 163, 27.7 M (91 FT) WEST OF
 HK0130'THE CENTERLINE OF THE WEST TRACK, 0.3 M (1 FT) EAST OF THE WEST RIGHT
 HK0130'OF WAY FENCE. THE MONUMENT HAS A FEW CRACKS IN IT, BUT IS SOUND.
 HK0130
 HK0130                          STATION RECOVERY (1982)
 HK0130
 HK0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HK0130'A WITNESS POST WAS ADDED. THE MARK IS LOCATED 14.2 KM (8.8 MI) NORTH
 HK0130'ALONG THE COLORADO AND SOUTHERN RAILWAY TRACKS FROM THE STATION AT
 HK0130'WALSENBURG, HUERFANO COUNTY, 5.2 KM (3.2 MI) NORTH OF THE STATION AT
 HK0130'SANDY, 0.3 KM (0.2 MI) NORTH OF MILEPOST 163, 27.7 M (91 FT) WEST OF
 HK0130'THE CENTERLINE OF THE WEST TRACK, 0.3 M (1 FT) EAST OF THE WEST RIGHT
 HK0130'OF WAY FENCE. THE MONUMENT HAS A FEW CRACKS IN IT, BUT IS SOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0179 ***********************************************************************
 KK0179  DESIGNATION -  C 23
 KK0179  PID         -  KK0179
 KK0179  STATE/COUNTY-  CO/DOUGLAS
 KK0179  USGS QUAD   -  GREENLAND (1969)
 KK0179
 KK0179                         *CURRENT SURVEY CONTROL
 KK0179  ___________________________________________________________________
 KK0179* NAD 83(1986)-  39 10 56.     (N)    104 51 19.     (W)     SCALED    
 KK0179* NAVD 88     -      2106.623  (meters)    6911.48   (feet)  ADJUSTED  
 KK0179  ___________________________________________________________________
 KK0179  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 KK0179  DYNAMIC HT  -        2104.297 (meters)    6903.85  (feet)  COMP
 KK0179  MODELED GRAV-     979,448.1   (mgal)                       NAVD 88
 KK0179
 KK0179  VERT ORDER  -  FIRST     CLASS II
 KK0179
 KK0179.The horizontal coordinates were scaled from a topographic map and have
 KK0179.an estimated accuracy of +/- 6 seconds.
 KK0179
 KK0179.The orthometric height was determined by differential leveling
 KK0179.and adjusted by the National Geodetic Survey in June 1991..
 KK0179
 KK0179.The geoid height was determined by GEOID03.
 KK0179
 KK0179.The dynamic height is computed by dividing the NAVD 88
 KK0179.geopotential number by the normal gravity value computed on the
 KK0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0179.degrees latitude (g = 980.6199 gals.).
 KK0179
 KK0179.The modeled gravity was interpolated from observed gravity values.
 KK0179
 KK0179;                    North         East    Units  Estimated Accuracy
 KK0179;SPC CO C     -   454,740.      970,100.      MT  (+/- 180 meters Scaled)
 KK0179
 KK0179                          SUPERSEDED SURVEY CONTROL
 KK0179
 KK0179  NGVD 29 (??/??/92) 2105.420  (m)         6907.53   (f) ADJ UNCH    1 2
 KK0179
 KK0179.Superseded values are not recommended for survey control.
 KK0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0179.See file dsdata.txt to determine how the superseded data were derived.
 KK0179
 KK0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED125370(NAD 83)
 KK0179_MARKER: DB = BENCH MARK DISK
 KK0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0179_STAMPING: C 23 1929
 KK0179_MARK LOGO: CGS   
 KK0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0179+STABILITY: SURFACE MOTION
 KK0179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0179+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2005
 KK0179
 KK0179  HISTORY     - Date     Condition        Report By
 KK0179  HISTORY     - 1929     MONUMENTED       CGS
 KK0179  HISTORY     - 1954     GOOD             NGS
 KK0179  HISTORY     - 1983     GOOD             NGS
 KK0179  HISTORY     - 20050828 GOOD             GEOCAC
 KK0179
 KK0179                          STATION DESCRIPTION
 KK0179
 KK0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0179'5 MI N FROM PALMER LAKE.
 KK0179'5.0 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KK0179'FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT PALMER
 KK0179'LAKE, 0.1 MILE NORTH OF MILEPOST 47, 113 FEET SOUTHWEST OF THE
 KK0179'STATION SIGN AT GREENLAND, 48 FEET WEST OF THE WEST RAIL, 28 FEET
 KK0179'SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 2.4 FEET
 KK0179'SOUTHEAST OF A FENCE CORNER, 1.5 FEET EAST OF A WITNESS POST, SET
 KK0179'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 KK0179'GROUND.
 KK0179
 KK0179                          STATION RECOVERY (1983)
 KK0179
 KK0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0179'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  23.9 KM
 KK0179'(14.8 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 25 FROM ITS JUNCTION WITH
 KK0179'THE DENVER AND RIO GRANDE WESTERN RAILROAD IN CASTLE ROCK, THENCE
 KK0179'0.5 KM (0.3 MI) WEST ALONG A GRAVELED ROAD, THENCE 0.6 KM (0.35 MI)
 KK0179'SOUTH ALONG A GRAVELED ROAD, THENCE 0.1 KM (0.05 MI) WEST ALONG A
 KK0179'GRAVELED ROAD.
 KK0179
 KK0179                          STATION RECOVERY (2005)
 KK0179
 KK0179'RECOVERY NOTE BY GEOCACHING 2005 (JOG)
 KK0179'RECOVERED IN GOOD CONDITION AT THE FOLLOWING LAT/LONG...
 KK0179'N39 10' 56.40''
 KK0179'W104 51' 18.84''
 KK0179' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0225 ***********************************************************************
 KJ0225  DESIGNATION -  C 25
 KJ0225  PID         -  KJ0225
 KJ0225  STATE/COUNTY-  CO/LINCOLN
 KJ0225  USGS QUAD   -  LIMON (1970)
 KJ0225
 KJ0225                         *CURRENT SURVEY CONTROL
 KJ0225  ___________________________________________________________________
 KJ0225* NAD 83(1986)-  39 15 40.     (N)    103 41 24.     (W)     SCALED    
 KJ0225* NAVD 88     -      1635.582  (meters)    5366.07   (feet)  ADJUSTED  
 KJ0225  ___________________________________________________________________
 KJ0225  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 KJ0225  DYNAMIC HT  -        1634.014 (meters)    5360.93  (feet)  COMP
 KJ0225  MODELED GRAV-     979,610.1   (mgal)                       NAVD 88
 KJ0225
 KJ0225  VERT ORDER  -  FIRST     CLASS II
 KJ0225
 KJ0225.The horizontal coordinates were scaled from a topographic map and have
 KJ0225.an estimated accuracy of +/- 6 seconds.
 KJ0225
 KJ0225.The orthometric height was determined by differential leveling
 KJ0225.and adjusted by the National Geodetic Survey in June 1991..
 KJ0225.WARNING-Repeat measurements at this control monument indicate possible
 KJ0225.vertical movement.
 KJ0225
 KJ0225.The geoid height was determined by GEOID03.
 KJ0225
 KJ0225.The dynamic height is computed by dividing the NAVD 88
 KJ0225.geopotential number by the normal gravity value computed on the
 KJ0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0225.degrees latitude (g = 980.6199 gals.).
 KJ0225
 KJ0225.The modeled gravity was interpolated from observed gravity values.
 KJ0225
 KJ0225;                    North         East    Units  Estimated Accuracy
 KJ0225;SPC CO C     -   464,850.    1,070,600.      MT  (+/- 180 meters Scaled)
 KJ0225
 KJ0225                          SUPERSEDED SURVEY CONTROL
 KJ0225
 KJ0225  NGVD 29 (??/??/92) 1634.780  (m)         5363.44   (f) ADJ UNCH    1 2
 KJ0225
 KJ0225.Superseded values are not recommended for survey control.
 KJ0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0225.See file dsdata.txt to determine how the superseded data were derived.
 KJ0225
 KJ0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD130465(NAD 83)
 KJ0225_MARKER: DB = BENCH MARK DISK
 KJ0225_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KJ0225_SP_SET: CONCRETE STEP
 KJ0225_STAMPING: C 25 1929
 KJ0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KJ0225
 KJ0225  HISTORY     - Date     Condition        Report By
 KJ0225  HISTORY     - 1929     MONUMENTED       CGS
 KJ0225  HISTORY     - 1938     GOOD             NGS
 KJ0225
 KJ0225                          STATION DESCRIPTION
 KJ0225
 KJ0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KJ0225'AT LIMON.
 KJ0225'AT LIMON, LINCOLN COUNTY, AT THE INTERSECTION OF EIGHTH STREET AND
 KJ0225'E AVENUE, AT THE SOUTH SIDE OF DISTRICT 4 PUBLIC SCHOOL, AT THE WEST
 KJ0225'ONE OF TWO MAIN ENTRANCES, IN THE TOP OF THE EAST END OF THE FIRST
 KJ0225'CONCRETE STEP ABOVE THE SIDEWALK, AND 6 INCHES SOUTH OF THE SOUTH
 KJ0225'END OF THE BRICK RAILING.  A STANDARD DISK, STAMPED C 25 1929.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0296 ***********************************************************************
 JK0296  DESIGNATION -  C 255
 JK0296  PID         -  JK0296
 JK0296  STATE/COUNTY-  CO/EL PASO
 JK0296  USGS QUAD   -  MOUNT PITTSBURG (1994)
 JK0296
 JK0296                         *CURRENT SURVEY CONTROL
 JK0296  ___________________________________________________________________
 JK0296* NAD 83(1986)-  38 33 59.     (N)    104 56 23.     (W)     SCALED    
 JK0296* NAVD 88     -      1924.931  (meters)    6315.38   (feet)  ADJUSTED  
 JK0296  ___________________________________________________________________
 JK0296  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 JK0296  DYNAMIC HT  -        1922.797 (meters)    6308.38  (feet)  COMP
 JK0296  MODELED GRAV-     979,451.0   (mgal)                       NAVD 88
 JK0296
 JK0296  VERT ORDER  -  SECOND    CLASS 0
 JK0296
 JK0296.The horizontal coordinates were scaled from a topographic map and have
 JK0296.an estimated accuracy of +/- 6 seconds.
 JK0296
 JK0296.The orthometric height was determined by differential leveling
 JK0296.and adjusted by the National Geodetic Survey in June 1991..
 JK0296
 JK0296.The geoid height was determined by GEOID03.
 JK0296
 JK0296.The dynamic height is computed by dividing the NAVD 88
 JK0296.geopotential number by the normal gravity value computed on the
 JK0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0296.degrees latitude (g = 980.6199 gals.).
 JK0296
 JK0296.The modeled gravity was interpolated from observed gravity values.
 JK0296
 JK0296;                    North         East    Units  Estimated Accuracy
 JK0296;SPC CO C     -   386,330.      963,230.      MT  (+/- 180 meters Scaled)
 JK0296
 JK0296                          SUPERSEDED SURVEY CONTROL
 JK0296
 JK0296  NGVD 29 (??/??/92) 1923.884  (m)         6311.94   (f) ADJ UNCH    2 0
 JK0296
 JK0296.Superseded values are not recommended for survey control.
 JK0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0296.See file dsdata.txt to determine how the superseded data were derived.
 JK0296
 JK0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC052686(NAD 83)
 JK0296_MARKER: DB = BENCH MARK DISK
 JK0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0296_STAMPING: C 255 1938
 JK0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0296+STABILITY: SURFACE MOTION
 JK0296
 JK0296  HISTORY     - Date     Condition        Report By
 JK0296  HISTORY     - 1938     MONUMENTED       CGS
 JK0296  HISTORY     - 1971     MARK NOT FOUND   LOCENG
 JK0296  HISTORY     - 1984     GOOD             DOD
 JK0296
 JK0296                          STATION DESCRIPTION
 JK0296
 JK0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JK0296'23.3 MI S FROM COLORADO SPRINGS.
 JK0296'23.3 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 JK0296'COLORADO SPRINGS, THENCE 20.8 MILES SOUTH ALONG STATE HIGHWAY 115,
 JK0296'0.2 MILE NORTHEAST OF THE EL PASO-FREMONT COUNTY LINE, 0.2 MILE
 JK0296'SOUTH OF A LONG STRETCH OF WOVEN-WIRE GUARD RAILING ALONG A
 JK0296'WINDING PART OF THE HIGHWAY, AND 35 FEET WEST OF THE CENTERLINE OF THE
 JK0296'HIGHWAY.  A STANDARD DISK, STAMPED C 255 1938 AND SET IN THE TOP OF
 JK0296'A CONCRETE POST.
 JK0296
 JK0296                          STATION RECOVERY (1971)
 JK0296
 JK0296'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 JK0296'MARK NOT FOUND.
 JK0296
 JK0296                          STATION RECOVERY (1984)
 JK0296
 JK0296'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1984
 JK0296'NEW DESC: 4.0 KM (2.5 MI) SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST
 JK0296'OFFICE AT COLOADO SPRINGS, THENCE 30.6 KM (19.0 MI) SOUTH ALONG STATE
 JK0296'HIGHWAY 115, THENCE 0.2 KM (0.15 MI) EAST ACROSS COUNTRY TO THE OLD
 JK0296'HIGHWAY AND THE MARK. IT CAN ALSO BE REACHED BY GOING 21.4 KM (13.3
 JK0296'MI) NORTHEAST ALONG STATE HIGHWAY 115 FROM ITS INTERSECTION WITH U.S.
 JK0296'HIGHWAY 50, THENCE 0.2 KM (0.15 MI) EAST, ACROSS COUNTY TO THE OLD
 JK0296'HIGHWAY AND THE MARK, FROM THE CAMP RED DEVIL ENTRANCE TO FORT
 JK0296'CARSON, GO 1.4 KM (0.9 MI) NORTH ON STATE HIGHWAY 115 TO THE OLD ROAD
 JK0296'BED OF THE HIGHWAY ON THE EAST SIDE OF THE HIGHWAY, THENCE CROSS
 JK0296'MILITARY BOUNDARY FENCE AND FOLLOW OLD ROAD FOR 0.4 KM (0.25 MI) TO
 JK0296'THE MARK, 18 M (59.0 FT) SOUTHWEST FROM THE CENTER OF THE ROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0280 ***********************************************************************
 JJ0280  DESIGNATION -  C 256
 JJ0280  PID         -  JJ0280
 JJ0280  STATE/COUNTY-  CO/CHEYENNE
 JJ0280  USGS QUAD   -  SORRENTO (1982)
 JJ0280
 JJ0280                         *CURRENT SURVEY CONTROL
 JJ0280  ___________________________________________________________________
 JJ0280* NAD 83(1986)-  38 48 57.     (N)    102 59 07.     (W)     SCALED    
 JJ0280* NAVD 88     -      1352.496  (meters)    4437.31   (feet)  ADJUSTED  
 JJ0280  ___________________________________________________________________
 JJ0280  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 JJ0280  DYNAMIC HT  -        1351.201 (meters)    4433.07  (feet)  COMP
 JJ0280  MODELED GRAV-     979,623.7   (mgal)                       NAVD 88
 JJ0280
 JJ0280  VERT ORDER  -  FIRST     CLASS II
 JJ0280
 JJ0280.The horizontal coordinates were scaled from a topographic map and have
 JJ0280.an estimated accuracy of +/- 6 seconds.
 JJ0280
 JJ0280.The orthometric height was determined by differential leveling
 JJ0280.and adjusted by the National Geodetic Survey in June 1991..
 JJ0280
 JJ0280.The geoid height was determined by GEOID03.
 JJ0280
 JJ0280.The dynamic height is computed by dividing the NAVD 88
 JJ0280.geopotential number by the normal gravity value computed on the
 JJ0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0280.degrees latitude (g = 980.6199 gals.).
 JJ0280
 JJ0280.The modeled gravity was interpolated from observed gravity values.
 JJ0280
 JJ0280;                    North         East    Units  Estimated Accuracy
 JJ0280;SPC CO C     -   416,890.    1,132,770.      MT  (+/- 180 meters Scaled)
 JJ0280
 JJ0280                          SUPERSEDED SURVEY CONTROL
 JJ0280
 JJ0280  NGVD 29 (??/??/92) 1351.874  (m)         4435.27   (f) ADJ UNCH    1 2
 JJ0280
 JJ0280.Superseded values are not recommended for survey control.
 JJ0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0280.See file dsdata.txt to determine how the superseded data were derived.
 JJ0280
 JJ0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC749982(NAD 83)
 JJ0280_MARKER: DB = BENCH MARK DISK
 JJ0280_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JJ0280_SP_SET: STEEL BRIDGE
 JJ0280_STAMPING: C 256 1938
 JJ0280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0280
 JJ0280  HISTORY     - Date     Condition        Report By
 JJ0280  HISTORY     - 1938     MONUMENTED       CGS
 JJ0280
 JJ0280                          STATION DESCRIPTION
 JJ0280
 JJ0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JJ0280'1.2 MI SE FROM WILD HORSE.
 JJ0280'1.2 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JJ0280'STATION AT WILD HORSE, CHEYENNE COUNTY, 70 FEET SOUTH OF MILEPOST
 JJ0280'499, ABOUT 200 YARDS SOUTH OF U.S. HIGHWAY 40, 75 FEET EAST
 JJ0280'OF A STATION-ONE-MILE SIGN, AND IN THE TOP OF THE STONE WING
 JJ0280'WALL OF A STEEL BRIDGE.  A STANDARD DISK, STAMPED C 256 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0196 ***********************************************************************
 KJ0196  DESIGNATION -  C 257
 KJ0196  PID         -  KJ0196
 KJ0196  STATE/COUNTY-  CO/LINCOLN
 KJ0196  USGS QUAD   -  HUGO (1980)
 KJ0196
 KJ0196                         *CURRENT SURVEY CONTROL
 KJ0196  ___________________________________________________________________
 KJ0196* NAD 83(1986)-  39 08 31.     (N)    103 29 28.     (W)     SCALED    
 KJ0196* NAVD 88     -      1547.448  (meters)    5076.92   (feet)  ADJUSTED  
 KJ0196  ___________________________________________________________________
 KJ0196  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 KJ0196  DYNAMIC HT  -        1545.948 (meters)    5072.00  (feet)  COMP
 KJ0196  MODELED GRAV-     979,604.1   (mgal)                       NAVD 88
 KJ0196
 KJ0196  VERT ORDER  -  FIRST     CLASS II
 KJ0196
 KJ0196.The horizontal coordinates were scaled from a topographic map and have
 KJ0196.an estimated accuracy of +/- 6 seconds.
 KJ0196
 KJ0196.The orthometric height was determined by differential leveling
 KJ0196.and adjusted by the National Geodetic Survey in June 1991..
 KJ0196
 KJ0196.The geoid height was determined by GEOID03.
 KJ0196
 KJ0196.The dynamic height is computed by dividing the NAVD 88
 KJ0196.geopotential number by the normal gravity value computed on the
 KJ0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0196.degrees latitude (g = 980.6199 gals.).
 KJ0196
 KJ0196.The modeled gravity was interpolated from observed gravity values.
 KJ0196
 KJ0196;                    North         East    Units  Estimated Accuracy
 KJ0196;SPC CO C     -   451,990.    1,088,050.      MT  (+/- 180 meters Scaled)
 KJ0196
 KJ0196                          SUPERSEDED SURVEY CONTROL
 KJ0196
 KJ0196  NGVD 29 (??/??/92) 1546.673  (m)         5074.38   (f) ADJ UNCH    1 2
 KJ0196
 KJ0196.Superseded values are not recommended for survey control.
 KJ0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0196.See file dsdata.txt to determine how the superseded data were derived.
 KJ0196
 KJ0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD303336(NAD 83)
 KJ0196_MARKER: DB = BENCH MARK DISK
 KJ0196_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KJ0196_SP_SET: CULVERT
 KJ0196_STAMPING: C 257 1938
 KJ0196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KJ0196
 KJ0196  HISTORY     - Date     Condition        Report By
 KJ0196  HISTORY     - 1938     MONUMENTED       CGS
 KJ0196  HISTORY     - 1975     MARK NOT FOUND   USGS
 KJ0196
 KJ0196                          STATION DESCRIPTION
 KJ0196
 KJ0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KJ0196'1.2 MI NW FROM HUGO.
 KJ0196'1.2 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KJ0196'STATION AT HUGO, LINCOLN COUNTY, 280 FEET EAST OF THE JUNCTION OF
 KJ0196'U.S. HIGHWAY 40 AND STATE HIGHWAY 109, NORTH OF THE TRACK AND IN THE
 KJ0196'TOP OF CONCRETE CULVERT 536.77.  A STANDARD DISK, STAMPED C 257 1938.
 KJ0196
 KJ0196                          STATION RECOVERY (1975)
 KJ0196
 KJ0196'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KJ0196'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0246 ***********************************************************************
 KJ0246  DESIGNATION -  C 258
 KJ0246  PID         -  KJ0246
 KJ0246  STATE/COUNTY-  CO/ELBERT
 KJ0246  USGS QUAD   -  AGATE (1970)
 KJ0246
 KJ0246                         *CURRENT SURVEY CONTROL
 KJ0246  ___________________________________________________________________
 KJ0246* NAD 83(1986)-  39 26 42.     (N)    103 56 01.     (W)     SCALED    
 KJ0246* NAVD 88     -      1676.010  (meters)    5498.71   (feet)  ADJUSTED  
 KJ0246  ___________________________________________________________________
 KJ0246  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 KJ0246  DYNAMIC HT  -        1674.424 (meters)    5493.51  (feet)  COMP
 KJ0246  MODELED GRAV-     979,620.7   (mgal)                       NAVD 88
 KJ0246
 KJ0246  VERT ORDER  -  FIRST     CLASS II
 KJ0246
 KJ0246.The horizontal coordinates were scaled from a topographic map and have
 KJ0246.an estimated accuracy of +/- 6 seconds.
 KJ0246
 KJ0246.The orthometric height was determined by differential leveling
 KJ0246.and adjusted by the National Geodetic Survey in June 1991..
 KJ0246
 KJ0246.The geoid height was determined by GEOID03.
 KJ0246
 KJ0246.The dynamic height is computed by dividing the NAVD 88
 KJ0246.geopotential number by the normal gravity value computed on the
 KJ0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0246.degrees latitude (g = 980.6199 gals.).
 KJ0246
 KJ0246.The modeled gravity was interpolated from observed gravity values.
 KJ0246
 KJ0246;                    North         East    Units  Estimated Accuracy
 KJ0246;SPC CO C     -   484,870.    1,049,230.      MT  (+/- 180 meters Scaled)
 KJ0246
 KJ0246                          SUPERSEDED SURVEY CONTROL
 KJ0246
 KJ0246  NGVD 29 (??/??/92) 1675.171  (m)         5495.96   (f) ADJ UNCH    1 2
 KJ0246
 KJ0246.Superseded values are not recommended for survey control.
 KJ0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0246.See file dsdata.txt to determine how the superseded data were derived.
 KJ0246
 KJ0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED917667(NAD 83)
 KJ0246_MARKER: DB = BENCH MARK DISK
 KJ0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0246_STAMPING: C 258 1938
 KJ0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0246+STABILITY: SURFACE MOTION
 KJ0246
 KJ0246  HISTORY     - Date     Condition        Report By
 KJ0246  HISTORY     - 1938     MONUMENTED       CGS
 KJ0246
 KJ0246                          STATION DESCRIPTION
 KJ0246
 KJ0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KJ0246'1.2 MI SE FROM AGATE.
 KJ0246'1.2 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KJ0246'AT AGATE, ELBERT COUNTY, AT MILEPOST 571, 130 FEET SOUTH OF THE
 KJ0246'CENTERLINE OF U.S. HIGHWAY 40, AND 90 FEET NORTH OF THE TRACK.
 KJ0246'A STANDARD DISK STAMPED C 258 1938 AND SET IN THE TOP OF A CONCRETE
 KJ0246'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0029 ***********************************************************************
 KK0029  DESIGNATION -  C 259
 KK0029  PID         -  KK0029
 KK0029  STATE/COUNTY-  CO/ADAMS
 KK0029  USGS QUAD   -  BENNETT (1975)
 KK0029
 KK0029                         *CURRENT SURVEY CONTROL
 KK0029  ___________________________________________________________________
 KK0029* NAD 83(1986)-  39 45 05.     (N)    104 23 45.     (W)     SCALED    
 KK0029* NAVD 88     -      1671.864  (meters)    5485.11   (feet)  ADJUSTED  
 KK0029  ___________________________________________________________________
 KK0029  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 KK0029  DYNAMIC HT  -        1670.302 (meters)    5479.98  (feet)  COMP
 KK0029  MODELED GRAV-     979,633.0   (mgal)                       NAVD 88
 KK0029
 KK0029  VERT ORDER  -  FIRST     CLASS II
 KK0029
 KK0029.The horizontal coordinates were scaled from a topographic map and have
 KK0029.an estimated accuracy of +/- 6 seconds.
 KK0029
 KK0029.The orthometric height was determined by differential leveling
 KK0029.and adjusted by the National Geodetic Survey in June 1991..
 KK0029
 KK0029.The geoid height was determined by GEOID03.
 KK0029
 KK0029.The dynamic height is computed by dividing the NAVD 88
 KK0029.geopotential number by the normal gravity value computed on the
 KK0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0029.degrees latitude (g = 980.6199 gals.).
 KK0029
 KK0029.The modeled gravity was interpolated from observed gravity values.
 KK0029
 KK0029;                    North         East    Units  Estimated Accuracy
 KK0029;SPC CO N     -   351,810.    1,009,030.      MT  (+/- 180 meters Scaled)
 KK0029
 KK0029                          SUPERSEDED SURVEY CONTROL
 KK0029
 KK0029  NGVD 29 (??/??/92) 1670.963  (m)         5482.15   (f) ADJ UNCH    1 2
 KK0029
 KK0029.Superseded values are not recommended for survey control.
 KK0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0029.See file dsdata.txt to determine how the superseded data were derived.
 KK0029
 KK0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE517003(NAD 83)
 KK0029_MARKER: DB = BENCH MARK DISK
 KK0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0029_STAMPING: C 259 1938
 KK0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0029+STABILITY: SURFACE MOTION
 KK0029
 KK0029  HISTORY     - Date     Condition        Report By
 KK0029  HISTORY     - 1938     MONUMENTED       CGS
 KK0029
 KK0029                          STATION DESCRIPTION
 KK0029
 KK0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KK0029'1.8 MI SE FROM BENNETT.
 KK0029'1.8 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KK0029'STATION AT BENNETT, ADAMS COUNTY, AT MILEPOST 607, AND 80 FEET
 KK0029'NORTH OF THE TRACK. A STANDARD DISK, STAMPED C 259 1938 AND SET IN
 KK0029'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0282 ***********************************************************************
 JJ0282  DESIGNATION -  C 26
 JJ0282  PID         -  JJ0282
 JJ0282  STATE/COUNTY-  CO/CHEYENNE
 JJ0282  USGS QUAD   -  FIRSTVIEW (1982)
 JJ0282
 JJ0282                         *CURRENT SURVEY CONTROL
 JJ0282  ___________________________________________________________________
 JJ0282* NAD 83(1986)-  38 48 44.     (N)    102 34 58.     (W)     SCALED    
 JJ0282* NAVD 88     -      1360.504  (meters)    4463.59   (feet)  ADJUSTED  
 JJ0282  ___________________________________________________________________
 JJ0282  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 JJ0282  DYNAMIC HT  -        1359.226 (meters)    4459.39  (feet)  COMP
 JJ0282  MODELED GRAV-     979,641.1   (mgal)                       NAVD 88
 JJ0282
 JJ0282  VERT ORDER  -  FIRST     CLASS II
 JJ0282
 JJ0282.The horizontal coordinates were scaled from a topographic map and have
 JJ0282.an estimated accuracy of +/- 6 seconds.
 JJ0282
 JJ0282.The orthometric height was determined by differential leveling
 JJ0282.and adjusted by the National Geodetic Survey in June 1991..
 JJ0282
 JJ0282.The geoid height was determined by GEOID03.
 JJ0282
 JJ0282.The dynamic height is computed by dividing the NAVD 88
 JJ0282.geopotential number by the normal gravity value computed on the
 JJ0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0282.degrees latitude (g = 980.6199 gals.).
 JJ0282
 JJ0282.The modeled gravity was interpolated from observed gravity values.
 JJ0282
 JJ0282;                    North         East    Units  Estimated Accuracy
 JJ0282;SPC CO C     -   417,530.    1,167,720.      MT  (+/- 180 meters Scaled)
 JJ0282
 JJ0282                          SUPERSEDED SURVEY CONTROL
 JJ0282
 JJ0282  NGVD 29 (??/??/92) 1359.934  (m)         4461.72   (f) ADJ UNCH    1 2
 JJ0282
 JJ0282.Superseded values are not recommended for survey control.
 JJ0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0282.See file dsdata.txt to determine how the superseded data were derived.
 JJ0282
 JJ0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC098987(NAD 83)
 JJ0282_MARKER: DB = BENCH MARK DISK
 JJ0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0282_STAMPING: C 26 1929
 JJ0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0282+STABILITY: SURFACE MOTION
 JJ0282
 JJ0282  HISTORY     - Date     Condition        Report By
 JJ0282  HISTORY     - 1929     MONUMENTED       CGS
 JJ0282  HISTORY     - 1934     GOOD             NGS
 JJ0282  HISTORY     - 19960124 MARK NOT FOUND   CODOT
 JJ0282
 JJ0282                          STATION DESCRIPTION
 JJ0282
 JJ0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JJ0282'11.8 MI E FROM KIT CARSON.
 JJ0282'11.8 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JJ0282'AT KIT CARSON, CHEYENNE COUNTY, 0.1 MILE EAST OF MILEPOST 476, 128
 JJ0282'FEET EAST OF THE CENTER OF A PRIVATE-ROAD CROSSING, 63.5 FEET SOUTH
 JJ0282'OF THE CENTERLINE OF THE TRACK, 174 FEET NORTH OF THE CENTERLINE OF
 JJ0282'U.S. HIGHWAY 40, 13 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND ABOUT 2
 JJ0282'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED C 26 1929 AND
 JJ0282'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 JJ0282
 JJ0282                          STATION RECOVERY (1996)
 JJ0282
 JJ0282'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (JC)
 JJ0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0383 ***********************************************************************
 KK0383  DESIGNATION -  C 260
 KK0383  PID         -  KK0383
 KK0383  STATE/COUNTY-  CO/ADAMS
 KK0383  USGS QUAD   -  COMMERCE CITY (1994)
 KK0383
 KK0383                         *CURRENT SURVEY CONTROL
 KK0383  ___________________________________________________________________
 KK0383* NAD 83(1986)-  39 46 56.     (N)    104 57 35.     (W)     SCALED    
 KK0383* NAVD 88     -      1580.457  (meters)    5185.22   (feet)  POSTED    
 KK0383  ___________________________________________________________________
 KK0383  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 KK0383  DYNAMIC HT  -        1578.970 (meters)    5180.34  (feet)  COMP
 KK0383  MODELED GRAV-     979,627.4   (mgal)                       NAVD 88
 KK0383
 KK0383  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0383
 KK0383.The horizontal coordinates were scaled from a topographic map and have
 KK0383.an estimated accuracy of +/- 6 seconds.
 KK0383
 KK0383.The orthometric height was determined by differential leveling
 KK0383.and adjusted by the National Geodetic Survey in 1992..
 KK0383.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0383.rate of 0.0 thru 1.0 mm/km.
 KK0383
 KK0383.The geoid height was determined by GEOID03.
 KK0383
 KK0383.The dynamic height is computed by dividing the NAVD 88
 KK0383.geopotential number by the normal gravity value computed on the
 KK0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0383.degrees latitude (g = 980.6199 gals.).
 KK0383
 KK0383.The modeled gravity was interpolated from observed gravity values.
 KK0383
 KK0383;                    North         East    Units  Estimated Accuracy
 KK0383;SPC CO N     -   354,780.      960,680.      MT  (+/- 180 meters Scaled)
 KK0383
 KK0383                          SUPERSEDED SURVEY CONTROL
 KK0383
 KK0383  NGVD 29 (??/??/92) 1579.543  (m)         5182.22   (f) ADJ UNCH    1 2
 KK0383
 KK0383.Superseded values are not recommended for survey control.
 KK0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0383.See file dsdata.txt to determine how the superseded data were derived.
 KK0383
 KK0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE034035(NAD 83)
 KK0383_MARKER: DB = BENCH MARK DISK
 KK0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0383_STAMPING: C 260 1938
 KK0383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0383+STABILITY: SURFACE MOTION
 KK0383
 KK0383  HISTORY     - Date     Condition        Report By
 KK0383  HISTORY     - 1938     MONUMENTED       CGS
 KK0383  HISTORY     - 1956     GOOD             NGS
 KK0383
 KK0383                          STATION DESCRIPTION
 KK0383
 KK0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KK0383'3 MI NE FROM DENVER.
 KK0383'3.0 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KK0383'UNION STATION AT DENVER, AT THE CROSSING OF YORK STREET, 164
 KK0383'FEET NORTH OF THE CENTER LINE OF YORK STREET, 30 FEET EAST OF
 KK0383'THE EAST RAIL OF THE EAST TRACK, 6 FEET SOUTH OF MILEPOST 3,
 KK0383'0.9 FOOT NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 KK0383'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2120 ***********************************************************************
 KK2120  DESIGNATION -  C 260 RESET
 KK2120  PID         -  KK2120
 KK2120  STATE/COUNTY-  CO/DENVER
 KK2120  USGS QUAD   -  COMMERCE CITY (1994)
 KK2120
 KK2120                         *CURRENT SURVEY CONTROL
 KK2120  ___________________________________________________________________
 KK2120* NAD 83(1986)-  39 46 56.     (N)    104 57 35.     (W)     SCALED    
 KK2120* NAVD 88     -      1581.52   (+/-2cm)    5188.7    (feet)  VERTCON   
 KK2120  ___________________________________________________________________
 KK2120  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 KK2120
 KK2120  VERT ORDER  -  THIRD (See Below)
 KK2120
 KK2120.The horizontal coordinates were scaled from a topographic map and have
 KK2120.an estimated accuracy of +/- 6 seconds.
 KK2120
 KK2120.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2120.The vertical order pertains to the NGVD 29 superseded value.
 KK2120
 KK2120.The geoid height was determined by GEOID03.
 KK2120
 KK2120;                    North         East    Units  Estimated Accuracy
 KK2120;SPC CO C     -   521,290.      960,680.      MT  (+/- 180 meters Scaled)
 KK2120
 KK2120                          SUPERSEDED SURVEY CONTROL
 KK2120
 KK2120  NGVD 29 (03/28/06) 1580.61   (m)         5185.7    (f) RESET       3  
 KK2120
 KK2120.Superseded values are not recommended for survey control.
 KK2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2120.See file dsdata.txt to determine how the superseded data were derived.
 KK2120
 KK2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE034035(NAD 83)
 KK2120_MARKER: DB = BENCH MARK DISK
 KK2120_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KK2120+WITH SETTING: PAVEMENT
 KK2120_SP_SET: RAMP
 KK2120_STAMPING: C 260 RESET 1983
 KK2120_MARK LOGO: NGS   
 KK2120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK2120+STABILITY: SURFACE MOTION
 KK2120
 KK2120  HISTORY     - Date     Condition        Report By
 KK2120  HISTORY     - 1983     MONUMENTED       NGS
 KK2120  HISTORY     - 20010303 GOOD             METRSC
 KK2120
 KK2120                          STATION DESCRIPTION
 KK2120
 KK2120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK2120'4.8 KM (3.00 MI) NE FROM DENVER.
 KK2120'4.8 KM (3.00 MI) NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KK2120'UNION STATION IN DENVER, AT THE YORK STREET CROSSING AND BEHIND THE
 KK2120'BUILDING ON THE EAST SIDE OF THE STREET AT 4750 YORK STREET, SET IN A
 KK2120'LOADING RAMP, 1.2 M (3.9 FT) ABOVE GROUND IN THE FRONT OF TWO BLUE
 KK2120'DOORS AND 26 CM (11 IN) EAST OF THE EAST WALL OF THE BUILDING, 30.8 M
 KK2120'(101.0 FT) NORTHWEST FROM MILEPOST 3, 21.0 M (68.9 FT) SOUTH FROM THE
 KK2120'NORTHEAST END OF THE WHITE BUILDING, 17.7 M (58.1 FT) NORTH FROM THE
 KK2120'SOUTHEAST END OF THE WHITE BUILDING, AND 15.8 M (51.8 FT) WEST FROM
 KK2120'THE CENTER OF THE MAINLINE (EASTERN MOST) TRACKS.  IT IS 33.5 M
 KK2120'(109.9 FT) NORTHEAST FROM THE OLD BENCH MARK.
 KK2120
 KK2120                          STATION RECOVERY (2001)
 KK2120
 KK2120'RECOVERY NOTE BY METROPOLITAN STATE COLLEGE OF DENVER 2001 (HWS)
 KK2120'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0192 ***********************************************************************
 LL0192  DESIGNATION -  C 261
 LL0192  PID         -  LL0192
 LL0192  STATE/COUNTY-  CO/WELD
 LL0192  USGS QUAD   -  PLATTEVILLE (1975)
 LL0192
 LL0192                         *CURRENT SURVEY CONTROL
 LL0192  ___________________________________________________________________
 LL0192* NAD 83(1986)-  40 14 48.     (N)    104 48 58.     (W)     SCALED    
 LL0192* NAVD 88     -      1463.091  (meters)    4800.16   (feet)  ADJUSTED  
 LL0192  ___________________________________________________________________
 LL0192  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 LL0192  DYNAMIC HT  -        1461.804 (meters)    4795.94  (feet)  COMP
 LL0192  MODELED GRAV-     979,695.0   (mgal)                       NAVD 88
 LL0192
 LL0192  VERT ORDER  -  FIRST     CLASS II
 LL0192
 LL0192.The horizontal coordinates were scaled from a topographic map and have
 LL0192.an estimated accuracy of +/- 6 seconds.
 LL0192
 LL0192.The orthometric height was determined by differential leveling
 LL0192.and adjusted by the National Geodetic Survey in June 1991..
 LL0192
 LL0192.The geoid height was determined by GEOID03.
 LL0192
 LL0192.The dynamic height is computed by dividing the NAVD 88
 LL0192.geopotential number by the normal gravity value computed on the
 LL0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0192.degrees latitude (g = 980.6199 gals.).
 LL0192
 LL0192.The modeled gravity was interpolated from observed gravity values.
 LL0192
 LL0192;                    North         East    Units  Estimated Accuracy
 LL0192;SPC CO N     -   406,430.      972,590.      MT  (+/- 180 meters Scaled)
 LL0192
 LL0192                          SUPERSEDED SURVEY CONTROL
 LL0192
 LL0192  NGVD 29 (??/??/??) 1462.196  (m)         4797.22   (f) ADJUSTED    1 2
 LL0192
 LL0192.Superseded values are not recommended for survey control.
 LL0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0192.See file dsdata.txt to determine how the superseded data were derived.
 LL0192
 LL0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE156551(NAD 83)
 LL0192_MARKER: DB = BENCH MARK DISK
 LL0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0192_STAMPING: G 261 1939
 LL0192_MARK LOGO: CGS   
 LL0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0192+STABILITY: SURFACE MOTION
 LL0192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0192+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2005
 LL0192
 LL0192  HISTORY     - Date     Condition        Report By
 LL0192  HISTORY     - 1939     MONUMENTED       CGS
 LL0192  HISTORY     - 1956     GOOD             NGS
 LL0192  HISTORY     - 1983     GOOD             NGS
 LL0192  HISTORY     - 20050812 GOOD             USPSQD
 LL0192
 LL0192                          STATION DESCRIPTION
 LL0192
 LL0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0192'2.4 MI N FROM PLATTEVILLE.
 LL0192'2.35 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL0192'STATION AT PLATTEVILLE, AT A GRAVELED ROAD CROSSING, 2 POLES
 LL0192'NORTH OF MILEPOST 37, 90 FEET SOUTH OF THE CENTER LINE OF A
 LL0192'GRAVELED ROAD, 24.4 FEET EAST OF THE EAST RAIL, 17.8 FEET
 LL0192'NORTHEAST OF A TELEPHONE POLE, 6.1 FEET SOUTHWEST OF A FENCE
 LL0192'CORNER, 4.1 FEET WEST OF A FENCE, 1 FOOT NORTH OF A WITNESS
 LL0192'POST, 0.95 MILE SOUTHWEST OF BENCH MARK E 261, SET IN THE TOP
 LL0192'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND,
 LL0192'IN SECTION 7, TOWNSHIP 3 NORTH, RANGE 66 WEST.
 LL0192
 LL0192                          STATION RECOVERY (1983)
 LL0192
 LL0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0192'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  14.4 KM
 LL0192'(8.95 MI) SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL0192'STATION IN LA SALLE.
 LL0192
 LL0192                          STATION RECOVERY (2005)
 LL0192
 LL0192'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 LL0192'FOUND AS DESCRIBED. ORANGE WITNESS POST IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0289 ***********************************************************************
 LL0289  DESIGNATION -  C 262
 LL0289  PID         -  LL0289
 LL0289  STATE/COUNTY-  CO/WELD
 LL0289  USGS QUAD   -  EATON (1975)
 LL0289
 LL0289                         *CURRENT SURVEY CONTROL
 LL0289  ___________________________________________________________________
 LL0289* NAD 83(1986)-  40 36 37.     (N)    104 44 31.     (W)     SCALED    
 LL0289* NAVD 88     -      1520.128  (meters)    4987.29   (feet)  ADJUSTED  
 LL0289  ___________________________________________________________________
 LL0289  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 LL0289  DYNAMIC HT  -        1518.857 (meters)    4983.12  (feet)  COMP
 LL0289  MODELED GRAV-     979,736.0   (mgal)                       NAVD 88
 LL0289
 LL0289  VERT ORDER  -  FIRST     CLASS II
 LL0289
 LL0289.The horizontal coordinates were scaled from a topographic map and have
 LL0289.an estimated accuracy of +/- 6 seconds.
 LL0289
 LL0289.The orthometric height was determined by differential leveling
 LL0289.and adjusted by the National Geodetic Survey in June 1991..
 LL0289
 LL0289.The geoid height was determined by GEOID03.
 LL0289
 LL0289.The dynamic height is computed by dividing the NAVD 88
 LL0289.geopotential number by the normal gravity value computed on the
 LL0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0289.degrees latitude (g = 980.6199 gals.).
 LL0289
 LL0289.The modeled gravity was interpolated from observed gravity values.
 LL0289
 LL0289;                    North         East    Units  Estimated Accuracy
 LL0289;SPC CO N     -   446,860.      978,550.      MT  (+/- 180 meters Scaled)
 LL0289
 LL0289                          SUPERSEDED SURVEY CONTROL
 LL0289
 LL0289  NGVD 29 (??/??/92) 1519.210  (m)         4984.27   (f) ADJ UNCH    1 2
 LL0289
 LL0289.Superseded values are not recommended for survey control.
 LL0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0289.See file dsdata.txt to determine how the superseded data were derived.
 LL0289
 LL0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE218955(NAD 83)
 LL0289_MARKER: DB = BENCH MARK DISK
 LL0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0289_STAMPING: C 262 1939
 LL0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0289+STABILITY: SURFACE MOTION
 LL0289
 LL0289  HISTORY     - Date     Condition        Report By
 LL0289  HISTORY     - 1939     MONUMENTED       CGS
 LL0289  HISTORY     - 1956     GOOD             NGS
 LL0289  HISTORY     - 1983     MARK NOT FOUND   NGS
 LL0289
 LL0289                          STATION DESCRIPTION
 LL0289
 LL0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0289'2 MI N FROM AULT.
 LL0289'1.95 MILES NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LL0289'AT AULT, 3 POLES SOUTH OF A ROAD CROSSING, 50.5 FEET EAST OF THE
 LL0289'CENTER LINE OF U.S. HIGHWAY 85, 26.8 FEET WEST OF THE WEST RAIL,
 LL0289'12.7 FEET EAST OF MILEPOST 65, 21.4 FEET EAST OF A FENCE, 1.7 FEET
 LL0289'NORTH OF A WITNESS POST, 0.1 MILE SOUTH OF BENCH MARK 4990
 LL0289'(U.S.G.S.) SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 LL0289'THE GROUND, IN THE NORTHEAST 1/4 OF SECTION 2, TOWNSHIP 7 NORTH,
 LL0289'RANGE 66 WEST.
 LL0289
 LL0289                          STATION RECOVERY (1983)
 LL0289
 LL0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0327 ***********************************************************************
 LL0327  DESIGNATION -  C 263
 LL0327  PID         -  LL0327
 LL0327  STATE/COUNTY-  CO/WELD
 LL0327  USGS QUAD   -  CARR WEST (1975)
 LL0327
 LL0327                         *CURRENT SURVEY CONTROL
 LL0327  ___________________________________________________________________
 LL0327* NAD 83(1986)-  40 55 03.     (N)    104 53 12.     (W)     SCALED    
 LL0327* NAVD 88     -      1757.852  (meters)    5767.22   (feet)  ADJUSTED  
 LL0327  ___________________________________________________________________
 LL0327  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 LL0327  DYNAMIC HT  -        1756.333 (meters)    5762.24  (feet)  COMP
 LL0327  MODELED GRAV-     979,698.0   (mgal)                       NAVD 88
 LL0327
 LL0327  VERT ORDER  -  FIRST     CLASS II
 LL0327
 LL0327.The horizontal coordinates were scaled from a topographic map and have
 LL0327.an estimated accuracy of +/- 6 seconds.
 LL0327
 LL0327.The orthometric height was determined by differential leveling
 LL0327.and adjusted by the National Geodetic Survey in June 1991..
 LL0327
 LL0327.The geoid height was determined by GEOID03.
 LL0327
 LL0327.The dynamic height is computed by dividing the NAVD 88
 LL0327.geopotential number by the normal gravity value computed on the
 LL0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0327.degrees latitude (g = 980.6199 gals.).
 LL0327
 LL0327.The modeled gravity was interpolated from observed gravity values.
 LL0327
 LL0327;                    North         East    Units  Estimated Accuracy
 LL0327;SPC CO N     -   480,880.      966,070.      MT  (+/- 180 meters Scaled)
 LL0327
 LL0327                          SUPERSEDED SURVEY CONTROL
 LL0327
 LL0327  NGVD 29 (??/??/92) 1756.857  (m)         5763.95   (f) ADJ UNCH    1 2
 LL0327
 LL0327.Superseded values are not recommended for survey control.
 LL0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0327.See file dsdata.txt to determine how the superseded data were derived.
 LL0327
 LL0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF095296(NAD 83)
 LL0327_MARKER: DB = BENCH MARK DISK
 LL0327_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LL0327_SP_SET: ABUTMENT
 LL0327_STAMPING: C 263 1939
 LL0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0327
 LL0327  HISTORY     - Date     Condition        Report By
 LL0327  HISTORY     - 1939     MONUMENTED       CGS
 LL0327  HISTORY     - 1956     GOOD             NGS
 LL0327
 LL0327                          STATION DESCRIPTION
 LL0327
 LL0327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0327'1.6 MI NW FROM CARR.
 LL0327'1.6 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL0327'STATION AT CARR 7.4 FEET NORTHEAST OF THE NORTHEAST RAIL, 2 FEET
 LL0327'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE NORTHEAST
 LL0327'END OF THE NORTHWEST CONCRETE ABUTMENT OF STEEL BRIDGE 87.66, IN
 LL0327'THE SOUTHWEST 1/4 OF SECTION 15, TOWNSHIP 11 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0999 ***********************************************************************
 KK0999  DESIGNATION -  C 264
 KK0999  PID         -  KK0999
 KK0999  STATE/COUNTY-  CO/GRAND
 KK0999  USGS QUAD   -  BERTHOUD PASS (1957)
 KK0999
 KK0999                         *CURRENT SURVEY CONTROL
 KK0999  ___________________________________________________________________
 KK0999* NAD 83(1986)-  39 49 46.     (N)    105 45 37.     (W)     SCALED    
 KK0999* NAVD 88     -      2966.905  (meters)    9733.92   (feet)  ADJUSTED  
 KK0999  ___________________________________________________________________
 KK0999  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 KK0999  DYNAMIC HT  -        2963.226 (meters)    9721.85  (feet)  COMP
 KK0999  MODELED GRAV-     979,278.1   (mgal)                       NAVD 88
 KK0999
 KK0999  VERT ORDER  -  FIRST     CLASS II
 KK0999
 KK0999.The horizontal coordinates were scaled from a topographic map and have
 KK0999.an estimated accuracy of +/- 6 seconds.
 KK0999
 KK0999.The orthometric height was determined by differential leveling
 KK0999.and adjusted by the National Geodetic Survey in June 1991..
 KK0999
 KK0999.The geoid height was determined by GEOID03.
 KK0999
 KK0999.The dynamic height is computed by dividing the NAVD 88
 KK0999.geopotential number by the normal gravity value computed on the
 KK0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0999.degrees latitude (g = 980.6199 gals.).
 KK0999
 KK0999.The modeled gravity was interpolated from observed gravity values.
 KK0999
 KK0999;                    North         East    Units  Estimated Accuracy
 KK0999;SPC CO N     -   359,920.      892,120.      MT  (+/- 180 meters Scaled)
 KK0999
 KK0999                          SUPERSEDED SURVEY CONTROL
 KK0999
 KK0999  NGVD 29 (??/??/92) 2965.246  (m)         9728.48   (f) ADJ UNCH    1 2
 KK0999
 KK0999.Superseded values are not recommended for survey control.
 KK0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0999.See file dsdata.txt to determine how the superseded data were derived.
 KK0999
 KK0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE349091(NAD 83)
 KK0999_MARKER: DB = BENCH MARK DISK
 KK0999_SETTING: 80 = SET IN A BOULDER
 KK0999_STAMPING: C 264 1940
 KK0999_MARK LOGO: CGS   
 KK0999_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0999+STABILITY: SURFACE MOTION
 KK0999
 KK0999  HISTORY     - Date     Condition        Report By
 KK0999  HISTORY     - 1940     MONUMENTED       CGS
 KK0999  HISTORY     - 1954     GOOD             NGS
 KK0999  HISTORY     - 19940106 GOOD             CODOT
 KK0999
 KK0999                          STATION DESCRIPTION
 KK0999
 KK0999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0999'4.4 MI S FROM WEST PORTAL.
 KK0999'4.35 MILES SOUTH ALONG U.S. HIGHWAY 40 FROM THE WEST PORTAL OF THE
 KK0999'MOFFAT TUNNEL AT WEST PORTAL, 49 FEET WEST OF THE CENTER LINE OF
 KK0999'THE HIGHWAY, 10 FEET SOUTHEAST OF A TELEPHONE POLE, 1.5 FEET ABOVE
 KK0999'THE GROUND, 8 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP
 KK0999'OF A 2X9 FOOT GRANITE BOULDER.
 KK0999
 KK0999                          STATION RECOVERY (1994)
 KK0999
 KK0999'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1994 (JC)
 KK0999'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION IS GIVEN.
 KK0999'4.1 MI (6.6 KM) SOUTH ALONG U.  S.  HIGHWAY 40 FROM THE WEST PORTAL OF
 KK0999'THE MOFFAT TUNNEL AT WEST PORTAL TO THE MARK ON THE RIGHT. IT IS 23.2
 KK0999'M (76.1 FT) WEST OF THE CENTER LINE OF U.  S.  HIGHWAY 40, 2.9 M (9.5
 KK0999'FT) SOUTH-SOUTHEAST FROM A TELEPHONE POLE STUMP, 1 M (3.3 FT) EAST OF
 KK0999'A WITNESS POST, 2.6 M (8.5 FT) WEST-NORTHWEST OF A 0.35 M (1.15 FT)
 KK0999'DIAMETER PINE TREE, SET IN THE TOP OF A 0.6 M (2.0 FT) BY 2.7 M (8.9
 KK0999'FT) GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0632 ***********************************************************************
 KK0632  DESIGNATION -  C 265
 KK0632  PID         -  KK0632
 KK0632  STATE/COUNTY-  CO/JEFFERSON
 KK0632  USGS QUAD   -  GOLDEN (1994)
 KK0632
 KK0632                         *CURRENT SURVEY CONTROL
 KK0632  ___________________________________________________________________
 KK0632* NAD 83(1986)-  39 51 04.     (N)    105 10 41.     (W)     SCALED    
 KK0632* NAVD 88     -      1772.325  (meters)    5814.70   (feet)  POSTED    
 KK0632  ___________________________________________________________________
 KK0632  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 KK0632  DYNAMIC HT  -        1770.590 (meters)    5809.01  (feet)  COMP
 KK0632  MODELED GRAV-     979,582.2   (mgal)                       NAVD 88
 KK0632
 KK0632  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 KK0632
 KK0632.The horizontal coordinates were scaled from a topographic map and have
 KK0632.an estimated accuracy of +/- 6 seconds.
 KK0632
 KK0632.The orthometric height was determined by differential leveling
 KK0632.and adjusted by the National Geodetic Survey in 1992..
 KK0632.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 KK0632.rate of 4.1 thru 8.0 mm/km.
 KK0632
 KK0632.The geoid height was determined by GEOID03.
 KK0632
 KK0632.The dynamic height is computed by dividing the NAVD 88
 KK0632.geopotential number by the normal gravity value computed on the
 KK0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0632.degrees latitude (g = 980.6199 gals.).
 KK0632
 KK0632.The modeled gravity was interpolated from observed gravity values.
 KK0632
 KK0632;                    North         East    Units  Estimated Accuracy
 KK0632;SPC CO C     -   528,850.      941,950.      MT  (+/- 180 meters Scaled)
 KK0632
 KK0632                          SUPERSEDED SURVEY CONTROL
 KK0632
 KK0632  NGVD 29 (??/??/92) 1771.233  (m)         5811.12   (f) ADJ UNCH    2 0
 KK0632
 KK0632.Superseded values are not recommended for survey control.
 KK0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0632.See file dsdata.txt to determine how the superseded data were derived.
 KK0632
 KK0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE847112(NAD 83)
 KK0632_MARKER: DB = BENCH MARK DISK
 KK0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0632_STAMPING: C 265 1940
 KK0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0632+STABILITY: SURFACE MOTION
 KK0632
 KK0632  HISTORY     - Date     Condition        Report By
 KK0632  HISTORY     - 1940     MONUMENTED       CGS
 KK0632  HISTORY     - 1952     GOOD             NGS
 KK0632  HISTORY     - 1982     GOOD             NGS
 KK0632
 KK0632                          STATION DESCRIPTION
 KK0632
 KK0632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KK0632'7.1 MI NW FROM ARVADA.
 KK0632'7.1 MILES NORTHWEST ALONG THE DENVER AND SALT LAKE RAILWAY FROM
 KK0632'ARVADA, JEFFERSON COUNTY, 400 FEET WEST OF MILEPOST 14, AT THE
 KK0632'EAST END OF A SMALL CUT, 49 FEET NORTH OF THE CENTERLINE OF THE
 KK0632'TRACK, 1.0 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 3.6 FEET WEST OF
 KK0632'A WHITE WOODEN POST STENCILED U.S.B.M. PROJECTING 2.0 FEET ABOVE
 KK0632'GROUND, AND LEVEL WITH THE TOP OF THE RAIL.  A STANDARD DISK,
 KK0632'STAMPED C 265 1940 AND SET IN THE TOP OF A CONCRETE POST
 KK0632'PROJECTING 0.5 FOOT ABOVE GROUND.
 KK0632
 KK0632                          STATION RECOVERY (1982)
 KK0632
 KK0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1174 ***********************************************************************
 KK1174  DESIGNATION -  C 266
 KK1174  PID         -  KK1174
 KK1174  STATE/COUNTY-  CO/GILPIN
 KK1174  USGS QUAD   -  CENTRAL CITY (1972)
 KK1174
 KK1174                         *CURRENT SURVEY CONTROL
 KK1174  ___________________________________________________________________
 KK1174* NAD 83(1986)-  39 49 09.     (N)    105 30 38.     (W)     SCALED    
 KK1174* NAVD 88     -      2557.970  (meters)    8392.27   (feet)  ADJUSTED  
 KK1174  ___________________________________________________________________
 KK1174  GEOID HEIGHT-         -13.27  (meters)                     GEOID03
 KK1174  DYNAMIC HT  -        2555.069 (meters)    8382.76  (feet)  COMP
 KK1174  MODELED GRAV-     979,399.6   (mgal)                       NAVD 88
 KK1174
 KK1174  VERT ORDER  -  SECOND    CLASS 0
 KK1174
 KK1174.The horizontal coordinates were scaled from a topographic map and have
 KK1174.an estimated accuracy of +/- 6 seconds.
 KK1174
 KK1174.The orthometric height was determined by differential leveling
 KK1174.and adjusted by the National Geodetic Survey in June 1991..
 KK1174
 KK1174.The geoid height was determined by GEOID03.
 KK1174
 KK1174.The dynamic height is computed by dividing the NAVD 88
 KK1174.geopotential number by the normal gravity value computed on the
 KK1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1174.degrees latitude (g = 980.6199 gals.).
 KK1174
 KK1174.The modeled gravity was interpolated from observed gravity values.
 KK1174
 KK1174;                    North         East    Units  Estimated Accuracy
 KK1174;SPC CO N     -   358,740.      913,500.      MT  (+/- 180 meters Scaled)
 KK1174
 KK1174                          SUPERSEDED SURVEY CONTROL
 KK1174
 KK1174  NGVD 29 (??/??/92) 2556.566  (m)         8387.67   (f) ADJ UNCH    2 0
 KK1174
 KK1174.Superseded values are not recommended for survey control.
 KK1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1174.See file dsdata.txt to determine how the superseded data were derived.
 KK1174
 KK1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE563078(NAD 83)
 KK1174_MARKER: DB = BENCH MARK DISK
 KK1174_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK1174_SP_SET: CULVERT
 KK1174_STAMPING: C 266 1940
 KK1174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1174
 KK1174  HISTORY     - Date     Condition        Report By
 KK1174  HISTORY     - 1940     MONUMENTED       CGS
 KK1174  HISTORY     - 20020924 MARK NOT FOUND   USPSQD
 KK1174
 KK1174                          STATION DESCRIPTION
 KK1174
 KK1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 KK1174'1.7 MI N FROM BLACKHAWK.
 KK1174'1.7 MILES NORTH ALONG STATE HIGHWAY 119 FROM A ROAD JUNCTION AT
 KK1174'BLACKHAWK, GILPIN COUNTY, AT A 6-BY 8-FOOT CONCRETE BOX CULVERT,
 KK1174'IN THE TOP OF THE EAST WING WALL, AND 21 FEET SOUTH OF THE
 KK1174'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED C 266 1940.
 KK1174
 KK1174                          STATION RECOVERY (2002)
 KK1174
 KK1174'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 KK1174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0534 ***********************************************************************
 JK0534  DESIGNATION -  C 267
 JK0534  PID         -  JK0534
 JK0534  STATE/COUNTY-  CO/CUSTER
 JK0534  USGS QUAD   -  WESTCLIFFE (1955)
 JK0534
 JK0534                         *CURRENT SURVEY CONTROL
 JK0534  ___________________________________________________________________
 JK0534* NAD 83(1986)-  38 10 09.     (N)    105 30 01.     (W)     SCALED    
 JK0534* NAVD 88     -      2360.729  (meters)    7745.16   (feet)  ADJUSTED  
 JK0534  ___________________________________________________________________
 JK0534  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 JK0534  DYNAMIC HT  -        2357.840 (meters)    7735.68  (feet)  COMP
 JK0534  MODELED GRAV-     979,319.9   (mgal)                       NAVD 88
 JK0534
 JK0534  VERT ORDER  -  SECOND    CLASS 0
 JK0534
 JK0534.The horizontal coordinates were scaled from a topographic map and have
 JK0534.an estimated accuracy of +/- 6 seconds.
 JK0534
 JK0534.The orthometric height was determined by differential leveling
 JK0534.and adjusted by the National Geodetic Survey in June 1991..
 JK0534
 JK0534.The geoid height was determined by GEOID03.
 JK0534
 JK0534.The dynamic height is computed by dividing the NAVD 88
 JK0534.geopotential number by the normal gravity value computed on the
 JK0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0534.degrees latitude (g = 980.6199 gals.).
 JK0534
 JK0534.The modeled gravity was interpolated from observed gravity values.
 JK0534
 JK0534;                    North         East    Units  Estimated Accuracy
 JK0534;SPC CO S     -   471,560.      914,380.      MT  (+/- 180 meters Scaled)
 JK0534
 JK0534                          SUPERSEDED SURVEY CONTROL
 JK0534
 JK0534  NGVD 29 (??/??/92) 2359.463  (m)         7741.00   (f) ADJ UNCH    2 0
 JK0534
 JK0534.Superseded values are not recommended for survey control.
 JK0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0534.See file dsdata.txt to determine how the superseded data were derived.
 JK0534
 JK0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC561247(NAD 83)
 JK0534_MARKER: DB = BENCH MARK DISK
 JK0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0534_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0534_STAMPING: C 267 1941
 JK0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0534+STABILITY: SURFACE MOTION
 JK0534
 JK0534  HISTORY     - Date     Condition        Report By
 JK0534  HISTORY     - 1941     MONUMENTED       CGS
 JK0534
 JK0534                          STATION DESCRIPTION
 JK0534
 JK0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JK0534'4.1 MI NW FROM WESTCLIFFE.
 JK0534'4.1 MILES NORTHWEST ALONG STATE HIGHWAY 69 FROM THE COUNTY
 JK0534'COURTHOUSE AT WESTCLIFFE, CUSTER COUNTY, AT THE CROSSING OF A ROAD,
 JK0534'20.5 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 8.0 FEET WEST OF
 JK0534'A POLE, 1.5 FEET EAST OF A POLE FENCE, 3.0 FEET SOUTH OF A 4- BY
 JK0534'4-INCH WOODEN MARKER POST STENCILED U.S.B.M. AND LEVEL WITH THE
 JK0534'HIGHWAY.  A STANDARD DISK, STAMPED C 267 1941 AND SET IN THE TOP OF
 JK0534'A CONCRETE POST PROJECTING ABOUT 0.8 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0274 ***********************************************************************
 JL0274  DESIGNATION -  C 268
 JL0274  PID         -  JL0274
 JL0274  STATE/COUNTY-  CO/GUNNISON
 JL0274  USGS QUAD   -  MARCELLINA MTN (1973)
 JL0274
 JL0274                         *CURRENT SURVEY CONTROL
 JL0274  ___________________________________________________________________
 JL0274* NAD 83(1986)-  38 53 45.     (N)    107 11 50.     (W)     SCALED    
 JL0274* NAVD 88     -      2748.990  (meters)    9018.98   (feet)  ADJUSTED  
 JL0274  ___________________________________________________________________
 JL0274  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 JL0274  DYNAMIC HT  -        2745.370 (meters)    9007.10  (feet)  COMP
 JL0274  MODELED GRAV-     979,211.9   (mgal)                       NAVD 88
 JL0274
 JL0274  VERT ORDER  -  SECOND    CLASS 0
 JL0274
 JL0274.The horizontal coordinates were scaled from a topographic map and have
 JL0274.an estimated accuracy of +/- 6 seconds.
 JL0274
 JL0274.The orthometric height was determined by differential leveling
 JL0274.and adjusted by the National Geodetic Survey in June 1991..
 JL0274
 JL0274.The geoid height was determined by GEOID03.
 JL0274
 JL0274.The dynamic height is computed by dividing the NAVD 88
 JL0274.geopotential number by the normal gravity value computed on the
 JL0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0274.degrees latitude (g = 980.6199 gals.).
 JL0274
 JL0274.The modeled gravity was interpolated from observed gravity values.
 JL0274
 JL0274;                    North         East    Units  Estimated Accuracy
 JL0274;SPC CO C     -   424,120.      767,180.      MT  (+/- 180 meters Scaled)
 JL0274
 JL0274                          SUPERSEDED SURVEY CONTROL
 JL0274
 JL0274  NGVD 29 (??/??/92) 2747.164  (m)         9012.99   (f) ADJ UNCH    2 0
 JL0274
 JL0274.Superseded values are not recommended for survey control.
 JL0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0274.See file dsdata.txt to determine how the superseded data were derived.
 JL0274
 JL0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD094075(NAD 83)
 JL0274_MARKER: DB = BENCH MARK DISK
 JL0274_SETTING: 80 = SET IN A BOULDER
 JL0274_SP_SET: BOULDER
 JL0274_STAMPING: C 268 1940
 JL0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0274+STABILITY: SURFACE MOTION
 JL0274
 JL0274  HISTORY     - Date     Condition        Report By
 JL0274  HISTORY     - 1940     MONUMENTED       CGS
 JL0274
 JL0274                          STATION DESCRIPTION
 JL0274
 JL0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JL0274'8.2 MI NW FROM KEBLER PASS.
 JL0274'8.2 MILES NORTHWEST ALONG STATE HIGHWAY 135 FROM THE SUMMIT OF KEBLER
 JL0274'PASS, AT THE TOP OF A HILL, 25 FEET NORTHEAST OF THE CENTERLINE OF THE
 JL0274'HIGHWAY, 3 FEET NORTH-NORTHEAST OF THREE 15-INCH ASPEN TREES OF WHICH
 JL0274'THE CENTER ONE IS MARKED WITH A TRIANGULAR BLAZE, IN THE TOP OF A
 JL0274'SANDSTONE BOULDER, AND ABOUT 4 FEET LOWER THAN THE HIGHWAY.  A
 JL0274'STANDARD DISK, STAMPED C 268 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0483 ***********************************************************************
 KL0483  DESIGNATION -  C 269
 KL0483  PID         -  KL0483
 KL0483  STATE/COUNTY-  CO/GARFIELD
 KL0483  USGS QUAD   -  SHOSHONE (1987)
 KL0483
 KL0483                         *CURRENT SURVEY CONTROL
 KL0483  ___________________________________________________________________
 KL0483* NAD 83(1986)-  39 34 36.     (N)    107 12 19.     (W)     SCALED    
 KL0483* NAVD 88     -      1846.486  (meters)    6058.01   (feet)  ADJUSTED  
 KL0483  ___________________________________________________________________
 KL0483  GEOID HEIGHT-         -13.91  (meters)                     GEOID03
 KL0483  DYNAMIC HT  -        1844.450 (meters)    6051.33  (feet)  COMP
 KL0483  MODELED GRAV-     979,460.7   (mgal)                       NAVD 88
 KL0483
 KL0483  VERT ORDER  -  SECOND    CLASS 0
 KL0483
 KL0483.The horizontal coordinates were scaled from a topographic map and have
 KL0483.an estimated accuracy of +/- 6 seconds.
 KL0483
 KL0483.The orthometric height was determined by differential leveling
 KL0483.and adjusted by the National Geodetic Survey in June 1991..
 KL0483
 KL0483.The geoid height was determined by GEOID03.
 KL0483
 KL0483.The dynamic height is computed by dividing the NAVD 88
 KL0483.geopotential number by the normal gravity value computed on the
 KL0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0483.degrees latitude (g = 980.6199 gals.).
 KL0483
 KL0483.The modeled gravity was interpolated from observed gravity values.
 KL0483
 KL0483;                    North         East    Units  Estimated Accuracy
 KL0483;SPC CO C     -   499,700.      767,900.      MT  (+/- 180 meters Scaled)
 KL0483
 KL0483                          SUPERSEDED SURVEY CONTROL
 KL0483
 KL0483  NGVD 29 (??/??/92) 1845.130  (m)         6053.56   (f) ADJ UNCH    2 0
 KL0483
 KL0483.Superseded values are not recommended for survey control.
 KL0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0483.See file dsdata.txt to determine how the superseded data were derived.
 KL0483
 KL0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD105830(NAD 83)
 KL0483_MARKER: DB = BENCH MARK DISK
 KL0483_SETTING: 66 = SET IN ROCK OUTCROP
 KL0483_SP_SET: OUTCROP
 KL0483_STAMPING: C 269 1938
 KL0483_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0483+STABILITY: POSITION/ELEVATION WELL
 KL0483
 KL0483  HISTORY     - Date     Condition        Report By
 KL0483  HISTORY     - 1938     MONUMENTED       CGS
 KL0483  HISTORY     - 1961     GOOD             USGS
 KL0483
 KL0483                          STATION DESCRIPTION
 KL0483
 KL0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KL0483'8.0 MI E FROM GLENWOOD SPRINGS.
 KL0483'8.0 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KL0483'THE STATION AT GLENWOOD SPRINGS, GARFIELD COUNTY, 1.5 MILES WEST OF
 KL0483'THE STATION BUILDING AT SHOSHONE, 350 FEET SOUTHWEST OF BRIDGE 351,
 KL0483'200 FEET EAST OF MILEPOST 350, 30 FEET SOUTH OF THE CENTERLINE OF THE
 KL0483'TRACK, IN A GRANITE ROCK OUTCROP, AND 2 FEET HIGHER THAN THE TRACK. A
 KL0483'STANDARD DISK, STAMPED C 269 1938.
 KL0483
 KL0483                          STATION RECOVERY (1961)
 KL0483
 KL0483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KL0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0499 ***********************************************************************
 LM0499  DESIGNATION -  C 27
 LM0499  PID         -  LM0499
 LM0499  STATE/COUNTY-  CO/MOFFAT
 LM0499  USGS QUAD   -  FORTIFICATION (1969)
 LM0499
 LM0499                         *CURRENT SURVEY CONTROL
 LM0499  ___________________________________________________________________
 LM0499* NAD 83(1986)-  40 52 19.     (N)    107 34 57.     (W)     SCALED    
 LM0499* NAVD 88     -      2040.156  (meters)    6693.41   (feet)  ADJUSTED  
 LM0499  ___________________________________________________________________
 LM0499  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 LM0499  DYNAMIC HT  -        2038.258 (meters)    6687.18  (feet)  COMP
 LM0499  MODELED GRAV-     979,621.1   (mgal)                       NAVD 88
 LM0499
 LM0499  VERT ORDER  -  FIRST     CLASS II
 LM0499
 LM0499.The horizontal coordinates were scaled from a topographic map and have
 LM0499.an estimated accuracy of +/- 6 seconds.
 LM0499
 LM0499.The orthometric height was determined by differential leveling
 LM0499.and adjusted by the National Geodetic Survey in June 1991..
 LM0499
 LM0499.The geoid height was determined by GEOID03.
 LM0499
 LM0499.The dynamic height is computed by dividing the NAVD 88
 LM0499.geopotential number by the normal gravity value computed on the
 LM0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0499.degrees latitude (g = 980.6199 gals.).
 LM0499
 LM0499.The modeled gravity was interpolated from observed gravity values.
 LM0499
 LM0499;                    North         East    Units  Estimated Accuracy
 LM0499;SPC CO N     -   477,700.      738,870.      MT  (+/- 180 meters Scaled)
 LM0499
 LM0499                          SUPERSEDED SURVEY CONTROL
 LM0499
 LM0499  NGVD 29 (??/??/92) 2038.931  (m)         6689.39   (f) ADJ UNCH    1 2
 LM0499
 LM0499.Superseded values are not recommended for survey control.
 LM0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0499.See file dsdata.txt to determine how the superseded data were derived.
 LM0499
 LM0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF823277(NAD 83)
 LM0499_MARKER: DB = BENCH MARK DISK
 LM0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0499_STAMPING: C 27 1933
 LM0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0499+STABILITY: SURFACE MOTION
 LM0499
 LM0499  HISTORY     - Date     Condition        Report By
 LM0499  HISTORY     - 1933     MONUMENTED       CGS
 LM0499
 LM0499                          STATION DESCRIPTION
 LM0499
 LM0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LM0499'14.6 MI S FROM BAGGS, WY.
 LM0499'IN MOFFAT COUNTY, ABOUT 14.6 MILES SOUTH ALONG THE BAGGS-CRAIG ROAD
 LM0499'FROM THE POST OFFICE AT BAGGS, CARBON COUNTY, WYOMING, AT A POINT NEAR
 LM0499'THE BEGINNING OF A LONG RISE TO THE SOUTH, AND 34 FEET WEST OF THE
 LM0499'CENTER LINE OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0009 ***********************************************************************
 JJ0009  DESIGNATION -  C 270
 JJ0009  PID         -  JJ0009
 JJ0009  STATE/COUNTY-  CO/CHEYENNE
 JJ0009  USGS QUAD   -  CHEYENNE WELLS NE (1982)
 JJ0009
 JJ0009                         *CURRENT SURVEY CONTROL
 JJ0009  ___________________________________________________________________
 JJ0009* NAD 83(1992)-  38 53 55.90648(N)    102 21 05.84920(W)     ADJUSTED  
 JJ0009* NAVD 88     -      1288.385  (meters)    4226.98   (feet)  ADJUSTED  
 JJ0009  ___________________________________________________________________
 JJ0009  X           -  -1,063,429.008 (meters)                     COMP
 JJ0009  Y           -  -4,856,299.183 (meters)                     COMP
 JJ0009  Z           -   3,984,379.915 (meters)                     COMP
 JJ0009  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 JJ0009  ELLIP HEIGHT-        1265.51  (meters)          (12/03/02) GPS OBS
 JJ0009  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 JJ0009  DYNAMIC HT  -        1287.204 (meters)    4223.10  (feet)  COMP
 JJ0009  MODELED GRAV-     979,666.4   (mgal)                       NAVD 88
 JJ0009
 JJ0009  HORZ ORDER  -  FIRST
 JJ0009  VERT ORDER  -  FIRST     CLASS II
 JJ0009  ELLP ORDER  -  FOURTH    CLASS II
 JJ0009
 JJ0009.The horizontal coordinates were established by GPS observations
 JJ0009.and adjusted by the National Geodetic Survey in November 1993..
 JJ0009
 JJ0009.The orthometric height was determined by differential leveling
 JJ0009.and adjusted by the National Geodetic Survey in June 1991..
 JJ0009
 JJ0009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JJ0009
 JJ0009.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0009
 JJ0009.The ellipsoidal height was determined by GPS observations
 JJ0009.and is referenced to NAD 83.
 JJ0009
 JJ0009.The geoid height was determined by GEOID03.
 JJ0009
 JJ0009.The dynamic height is computed by dividing the NAVD 88
 JJ0009.geopotential number by the normal gravity value computed on the
 JJ0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0009.degrees latitude (g = 980.6199 gals.).
 JJ0009
 JJ0009.The modeled gravity was interpolated from observed gravity values.
 JJ0009
 JJ0009;                    North         East     Units Scale Factor Converg.
 JJ0009;SPC CO C     -   427,813.688 1,187,451.614   MT  0.99994210   +1 59 08.3
 JJ0009;SPC CO C     - 1,403,585.41  3,895,830.84   sFT  0.99994210   +1 59 08.3
 JJ0009;UTM  13      - 4,308,887.875   729,671.036   MT  1.00024958   +1 39 49.6
 JJ0009
 JJ0009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0009!SPC CO C     -   0.99980148  x   0.99994210  =   0.99974359
 JJ0009!UTM  13      -   0.99980148  x   1.00024958  =   1.00005101
 JJ0009
 JJ0009                          SUPERSEDED SURVEY CONTROL
 JJ0009
 JJ0009  NAD 83(1992)-  38 53 55.90592(N)    102 21 05.84511(W) AD(       ) 1
 JJ0009  ELLIP H (09/13/93) 1265.45   (m)                       GP(       ) 3 1
 JJ0009  NAVD 88 (09/13/93) 1288.38   (m)         4227.0    (f) LEVELING    3  
 JJ0009  NGVD 29 (??/??/92) 1287.856  (m)         4225.24   (f) ADJ UNCH    1 2
 JJ0009
 JJ0009.Superseded values are not recommended for survey control.
 JJ0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0009.See file dsdata.txt to determine how the superseded data were derived.
 JJ0009
 JJ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD2967108888(NAD 83)
 JJ0009_MARKER: DB = BENCH MARK DISK
 JJ0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0009_SP_SET: CONCRETE POST
 JJ0009_STAMPING: C 270 1941
 JJ0009_MARK LOGO: CGS   
 JJ0009_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JJ0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0009+STABILITY: SURFACE MOTION
 JJ0009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0009+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1992
 JJ0009
 JJ0009  HISTORY     - Date     Condition        Report By
 JJ0009  HISTORY     - 1941     MONUMENTED       CGS
 JJ0009  HISTORY     - 1970     GOOD             LOCENG
 JJ0009  HISTORY     - 19920624 GOOD             CODH
 JJ0009
 JJ0009                          STATION DESCRIPTION
 JJ0009
 JJ0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0009'5.4 MI N FROM CHEYENNE WELLS.
 JJ0009'5.4 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE COUNTY COURTHOUSE
 JJ0009'AT CHEYENNE WELLS, 0.1 MILE NORTH OF A WOODEN BRIDGE, 91 FEET
 JJ0009'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF AN EAST-AND-WEST
 JJ0009'SECTION-LINE ROAD, 82 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 JJ0009'55 FEET SOUTHEAST OF A POLE NEAR A MAIL BOX, 59 FEET WEST OF A FENCE
 JJ0009'CORNER, 32 FEET EAST OF ANOTHER FENCE CORNER, 1.3 FEET NORTH OF THE
 JJ0009'FENCE, 2.6 FEET EAST OF A WHITE WOODEN WITNESS POST, AND 1.5 FEET
 JJ0009'LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED C 270 1941 AND
 JJ0009'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 JJ0009
 JJ0009                          STATION RECOVERY (1970)
 JJ0009
 JJ0009'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 JJ0009'RECOVERED IN GOOD CONDITION.
 JJ0009
 JJ0009                          STATION RECOVERY (1992)
 JJ0009
 JJ0009'RECOVERY NOTE BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1992
 JJ0009'THE STATION IS LOCATED ABOUT 31.0 MI (49.89 KM) SOUTH - SOUTHWEST OF
 JJ0009'BURLINGTON, 5.4 MI (8.69 KM) NORTH OF CHEYENNE WELLS, 0.4 MI
 JJ0009'(0.64 KM)  SOUTH OF THE SMOKY HILL RIVER, IN THE NORTHWEST 1/4 OF
 JJ0009'SECTION 28, T 13 S, R 44 W, AT U.S. HIGHWAY 385 MILEPOST 156.30.
 JJ0009'OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION.
 JJ0009'TO REACH THE STATION FROM THE CHEYENNE COUNTY COURTHOUSE IN CHEYENNE
 JJ0009'WELLS, GO NORTH ON U.S. HIGHWAY 385 FOR 5.4 MI (8.69 KM) TO THE
 JJ0009'STATION ON THE RIGHT.
 JJ0009'THE STATION MARK IS A BRASS DISK IN A CONCRETE POST PROJECTING 0.3 FT
 JJ0009'(0.09 M) ABOVE THE GROUND. IT IS ABOUT 0.1 MI (0.16 KM) SOUTH OF THE
 JJ0009'CENTER OF COUNTY RD W GOING EAST, 131.5 FT (40.08 M) SOUTH -
 JJ0009'SOUTHEAST OF THE WESTERN POLE OF A DOUBLE POWER POLE NUMBER REA COOP
 JJ0009'185, 126.3 FT (38.50 M) NORTH - NORTHEAST OF THE WESTERN POLE OF A
 JJ0009'DOUBLE POWER POLE NUMBER REA COOP 186, 118.4 FT (36.09 M) WEST OF A
 JJ0009'SINGLE POWER POLE WITH GUY WIRE NUMBER REA COOP 244 89.8, 93.3 FT
 JJ0009'(28.44 M) EAST OF U.S. HIGHWAY 385, 86.3 FT (26.30 M) NORTH -
 JJ0009'NORTHWEST OF THE CENTER OF A DIRT ROAD GOING EAST TO COUNTY RD W,
 JJ0009'50.0 FT (15.24 M) EAST OF A FENCE CORNER, AND 5.5 FT (1.68 M)
 JJ0009'SOUTHEAST OF A FIBERGLASS WITNESS POST AND FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0513 ***********************************************************************
 JJ0513  DESIGNATION -  C 271
 JJ0513  PID         -  JJ0513
 JJ0513  STATE/COUNTY-  CO/CROWLEY
 JJ0513  USGS QUAD   -  SUGAR CITY (1976)
 JJ0513
 JJ0513                         *CURRENT SURVEY CONTROL
 JJ0513  ___________________________________________________________________
 JJ0513* NAD 83(1986)-  38 08 28.     (N)    103 44 51.     (W)     SCALED    
 JJ0513* NAVD 88     -      1299.035  (meters)    4261.92   (feet)  ADJUSTED  
 JJ0513  ___________________________________________________________________
 JJ0513  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 JJ0513  DYNAMIC HT  -        1297.731 (meters)    4257.64  (feet)  COMP
 JJ0513  MODELED GRAV-     979,580.5   (mgal)                       NAVD 88
 JJ0513
 JJ0513  VERT ORDER  -  SECOND    CLASS 0
 JJ0513
 JJ0513.The horizontal coordinates were scaled from a topographic map and have
 JJ0513.an estimated accuracy of +/- 6 seconds.
 JJ0513
 JJ0513.The orthometric height was determined by differential leveling
 JJ0513.and adjusted by the National Geodetic Survey in June 1991..
 JJ0513
 JJ0513.The geoid height was determined by GEOID03.
 JJ0513
 JJ0513.The dynamic height is computed by dividing the NAVD 88
 JJ0513.geopotential number by the normal gravity value computed on the
 JJ0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0513.degrees latitude (g = 980.6199 gals.).
 JJ0513
 JJ0513.The modeled gravity was interpolated from observed gravity values.
 JJ0513
 JJ0513;                    North         East    Units  Estimated Accuracy
 JJ0513;SPC CO S     -   469,880.    1,068,020.      MT  (+/- 180 meters Scaled)
 JJ0513
 JJ0513                          SUPERSEDED SURVEY CONTROL
 JJ0513
 JJ0513  NGVD 29 (??/??/92) 1298.356  (m)         4259.69   (f) ADJ UNCH    2 0
 JJ0513
 JJ0513.Superseded values are not recommended for survey control.
 JJ0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0513.See file dsdata.txt to determine how the superseded data were derived.
 JJ0513
 JJ0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC097222(NAD 83)
 JJ0513_MARKER: DB = BENCH MARK DISK
 JJ0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0513_STAMPING: C 271 1941
 JJ0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0513+STABILITY: SURFACE MOTION
 JJ0513
 JJ0513  HISTORY     - Date     Condition        Report By
 JJ0513  HISTORY     - 1941     MONUMENTED       CGS
 JJ0513
 JJ0513                          STATION DESCRIPTION
 JJ0513
 JJ0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0513'5.7 MI S FROM ORDWAY.
 JJ0513'TO REACH FROM THE POST OFFICE AT ORDWAY-- GO 0.5 OF A MILE EAST ALONG
 JJ0513'STATE HWY. 96 TO JCT. WITH STATE HWY. 71, THENCE, TURN RIGHT, GO 5.2
 JJ0513'MILES SOUTH ALONG HWY. 71 TO SITE OF BENCH MARK.  BENCH MARK IS ON
 JJ0513'THE INSIDE OF A CURVE, 0.4 OF A MILE SOUTH OF AN IRRIGATION LOCK,
 JJ0513'8.0 FEET EAST OF A POWERLINE POLE, 3.0 FEET WEST OF A FENCE LINE,
 JJ0513'42.0 FEET EAST OF AND APPPROXIMATELY 2.0 FEET BELOW THE CENTERLINE
 JJ0513'OF THE HWY.  A STD. DISK SET FLUSH AND HORIZONTALLY IN A CONCRETE
 JJ0513'POST, PROJECTING, 6.0 INCHES ABOVE THE GROUND, 3.0 FEET SOUTH OF A
 JJ0513'WHITE, WOODEN, 4X4-INCH MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0082 ***********************************************************************
 HJ0082  DESIGNATION -  C 273
 HJ0082  PID         -  HJ0082
 HJ0082  STATE/COUNTY-  CO/BACA
 HJ0082  USGS QUAD   -  SPRINGFIELD EAST (1978)
 HJ0082
 HJ0082                         *CURRENT SURVEY CONTROL
 HJ0082  ___________________________________________________________________
 HJ0082* NAD 83(1986)-  37 23 24.     (N)    102 32 13.     (W)     SCALED    
 HJ0082* NAVD 88     -      1311.021  (meters)    4301.24   (feet)  POSTED    
 HJ0082  ___________________________________________________________________
 HJ0082  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 HJ0082  DYNAMIC HT  -        1309.640 (meters)    4296.71  (feet)  COMP
 HJ0082  MODELED GRAV-     979,534.8   (mgal)                       NAVD 88
 HJ0082
 HJ0082  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HJ0082
 HJ0082.The horizontal coordinates were scaled from a topographic map and have
 HJ0082.an estimated accuracy of +/- 6 seconds.
 HJ0082
 HJ0082.The orthometric height was determined by differential leveling
 HJ0082.and adjusted by the National Geodetic Survey in 1992..
 HJ0082.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HJ0082.rate of 2.1 thru 3.0 mm/km.
 HJ0082
 HJ0082.The geoid height was determined by GEOID03.
 HJ0082
 HJ0082.The dynamic height is computed by dividing the NAVD 88
 HJ0082.geopotential number by the normal gravity value computed on the
 HJ0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0082.degrees latitude (g = 980.6199 gals.).
 HJ0082
 HJ0082.The modeled gravity was interpolated from observed gravity values.
 HJ0082
 HJ0082;                    North         East    Units  Estimated Accuracy
 HJ0082;SPC CO S     -   389,240.    1,176,750.      MT  (+/- 180 meters Scaled)
 HJ0082
 HJ0082                          SUPERSEDED SURVEY CONTROL
 HJ0082
 HJ0082  NGVD 29 (??/??/92) 1310.434  (m)         4299.32   (f) ADJ UNCH    2 0
 HJ0082
 HJ0082.Superseded values are not recommended for survey control.
 HJ0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0082.See file dsdata.txt to determine how the superseded data were derived.
 HJ0082
 HJ0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB180409(NAD 83)
 HJ0082_MARKER: DB = BENCH MARK DISK
 HJ0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0082_STAMPING: C 273 1941
 HJ0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0082+STABILITY: SURFACE MOTION
 HJ0082
 HJ0082  HISTORY     - Date     Condition        Report By
 HJ0082  HISTORY     - 1941     MONUMENTED       CGS
 HJ0082
 HJ0082                          STATION DESCRIPTION
 HJ0082
 HJ0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HJ0082'4.5 MI E FROM SPRINGFIELD.
 HJ0082'TO REACH BENCH MARK GO 4.5 MILES EAST ALONG THE ATCHISON TOPEKA
 HJ0082'AND SANTA FE RAILROAD TO SITE OF BENCH MARK.  BENCH MARK IS AT
 HJ0082'MILE POST 91, ABOUT 140.0 FEET EAST OF JOG IN RIGHT OF WAY FENCE,
 HJ0082'49.0 FEET NORTH OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE
 HJ0082'OF THE RAILROAD TRACK, 27.0 FEET NORTH OF IRON MILE POST, 3.0 FEET
 HJ0082'EAST OF A 4 X 4 INCH WOODEN MARKER POST AND 1.0 FOOT SOUTH
 HJ0082'OF THE RIGHT OF WAY FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0426 ***********************************************************************
 JJ0426  DESIGNATION -  C 274
 JJ0426  PID         -  JJ0426
 JJ0426  STATE/COUNTY-  CO/BENT
 JJ0426  USGS QUAD   -  KREYBILL (1979)
 JJ0426
 JJ0426                         *CURRENT SURVEY CONTROL
 JJ0426  ___________________________________________________________________
 JJ0426* NAD 83(1986)-  38 04 12.     (N)    103 03 39.     (W)     SCALED    
 JJ0426* NAVD 88     -      1180.839  (meters)    3874.14   (feet)  ADJUSTED  
 JJ0426  ___________________________________________________________________
 JJ0426  GEOID HEIGHT-         -22.66  (meters)                     GEOID03
 JJ0426  DYNAMIC HT  -        1179.688 (meters)    3870.36  (feet)  COMP
 JJ0426  MODELED GRAV-     979,614.2   (mgal)                       NAVD 88
 JJ0426
 JJ0426  VERT ORDER  -  FIRST     CLASS II
 JJ0426
 JJ0426.The horizontal coordinates were scaled from a topographic map and have
 JJ0426.an estimated accuracy of +/- 6 seconds.
 JJ0426
 JJ0426.The orthometric height was determined by differential leveling
 JJ0426.and adjusted by the National Geodetic Survey in June 1991..
 JJ0426
 JJ0426.The geoid height was determined by GEOID03.
 JJ0426
 JJ0426.The dynamic height is computed by dividing the NAVD 88
 JJ0426.geopotential number by the normal gravity value computed on the
 JJ0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0426.degrees latitude (g = 980.6199 gals.).
 JJ0426
 JJ0426.The modeled gravity was interpolated from observed gravity values.
 JJ0426
 JJ0426;                    North         East    Units  Estimated Accuracy
 JJ0426;SPC CO S     -   463,340.    1,128,400.      MT  (+/- 180 meters Scaled)
 JJ0426
 JJ0426                          SUPERSEDED SURVEY CONTROL
 JJ0426
 JJ0426  NGVD 29 (??/??/92) 1180.289  (m)         3872.33   (f) ADJ UNCH    1 2
 JJ0426
 JJ0426.Superseded values are not recommended for survey control.
 JJ0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0426.See file dsdata.txt to determine how the superseded data were derived.
 JJ0426
 JJ0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC701153(NAD 83)
 JJ0426_MARKER: DB = BENCH MARK DISK
 JJ0426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0426_STAMPING: C 274 1941
 JJ0426_MARK LOGO: CGS   
 JJ0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0426+STABILITY: SURFACE MOTION
 JJ0426
 JJ0426  HISTORY     - Date     Condition        Report By
 JJ0426  HISTORY     - 1941     MONUMENTED       CGS
 JJ0426  HISTORY     - 1951     GOOD             NGS
 JJ0426  HISTORY     - 1985     GOOD             NGS
 JJ0426
 JJ0426                          STATION DESCRIPTION
 JJ0426
 JJ0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JJ0426'8.9 MI E FROM LAS ANIMAS.
 JJ0426'8.9 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JJ0426'FROM THE STATION AT LAS ANIMAS, 0.15 MILE WEST OF MILEPOST 527, AT
 JJ0426'A FENCE CORNER, 175 FEET NORTHWEST OF BLOCK SIGNAL 5272, 97 FEET
 JJ0426'NORTH OF THE CENTERLINE OF THE TRACK, 3 FEET SOUTH OF A CORNER
 JJ0426'FENCE POST, 3 FEET WEST OF A WHITE WITNESS POST, AND ABOUT 4 FEET
 JJ0426'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED C 274 1941 AND SET
 JJ0426'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 JJ0426
 JJ0426                          STATION RECOVERY (1985)
 JJ0426
 JJ0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0426'RECOVERED IN GOOD CONDITION.  A NEW ROUTE TO THE MARK FOLLOWS.
 JJ0426'14.3 KM (8.9 MI) EASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 JJ0426'COURTHOUSE IN LAS ANIMAS.  DELETE--3 FEET WEST OF A WHITE WITNESS
 JJ0426'POST.  ADD--0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0202 ***********************************************************************
 JJ0202  DESIGNATION -  C 276
 JJ0202  PID         -  JJ0202
 JJ0202  STATE/COUNTY-  CO/PROWERS
 JJ0202  USGS QUAD   -  LAMAR WEST (1979)
 JJ0202
 JJ0202                         *CURRENT SURVEY CONTROL
 JJ0202  ___________________________________________________________________
 JJ0202* NAD 83(1986)-  38 05 19.     (N)    102 38 15.     (W)     SCALED    
 JJ0202* NAVD 88     -      1105.864  (meters)    3628.16   (feet)  POSTED    
 JJ0202  ___________________________________________________________________
 JJ0202  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 JJ0202  DYNAMIC HT  -        1104.810 (meters)    3624.70  (feet)  COMP
 JJ0202  MODELED GRAV-     979,635.1   (mgal)                       NAVD 88
 JJ0202
 JJ0202  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JJ0202
 JJ0202.The horizontal coordinates were scaled from a topographic map and have
 JJ0202.an estimated accuracy of +/- 6 seconds.
 JJ0202
 JJ0202.The orthometric height was determined by differential leveling
 JJ0202.and adjusted by the National Geodetic Survey in 1992..
 JJ0202.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JJ0202.rate of 1.1 thru 2.0 mm/km.
 JJ0202
 JJ0202.The geoid height was determined by GEOID03.
 JJ0202
 JJ0202.The dynamic height is computed by dividing the NAVD 88
 JJ0202.geopotential number by the normal gravity value computed on the
 JJ0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0202.degrees latitude (g = 980.6199 gals.).
 JJ0202
 JJ0202.The modeled gravity was interpolated from observed gravity values.
 JJ0202
 JJ0202;                    North         East    Units  Estimated Accuracy
 JJ0202;SPC CO S     -   466,460.    1,165,470.      MT  (+/- 180 meters Scaled)
 JJ0202
 JJ0202                          SUPERSEDED SURVEY CONTROL
 JJ0202
 JJ0202  NGVD 29 (??/??/92) 1105.305  (m)         3626.32   (f) ADJ UNCH    1 2
 JJ0202
 JJ0202.Superseded values are not recommended for survey control.
 JJ0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0202.See file dsdata.txt to determine how the superseded data were derived.
 JJ0202
 JJ0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC071182(NAD 83)
 JJ0202_MARKER: DB = BENCH MARK DISK
 JJ0202_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0202_SP_SET: CONCRETE BASE
 JJ0202_STAMPING: C 276 1941
 JJ0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0202
 JJ0202  HISTORY     - Date     Condition        Report By
 JJ0202  HISTORY     - 1941     MONUMENTED       CGS
 JJ0202  HISTORY     - 1951     GOOD             NGS
 JJ0202  HISTORY     - 1985     MARK NOT FOUND   NGS
 JJ0202
 JJ0202                          STATION DESCRIPTION
 JJ0202
 JJ0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JJ0202'1.2 MI W FROM LAMAR.
 JJ0202'1.2 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JJ0202'FROM THE STATION AT LAMAR, AT SIGNAL 5031, IN THE TOP OF THE NORTH
 JJ0202'SIDE OF THE CONCRETE BASE, 12.5 FEET NORTH OF THE CENTERLINE OF
 JJ0202'THE TRACK, AND 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK,
 JJ0202'STAMPED C 276 1941.
 JJ0202
 JJ0202                          STATION RECOVERY (1985)
 JJ0202
 JJ0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0328 ***********************************************************************
 KL0328  DESIGNATION -  C 277
 KL0328  PID         -  KL0328
 KL0328  STATE/COUNTY-  CO/PITKIN
 KL0328  USGS QUAD   -  NAST (1994)
 KL0328
 KL0328                         *CURRENT SURVEY CONTROL
 KL0328  ___________________________________________________________________
 KL0328* NAD 83(1986)-  39 18 38.     (N)    106 35 22.     (W)     SCALED    
 KL0328* NAVD 88     -      3058.614  (meters)   10034.80   (feet)  ADJUSTED  
 KL0328  ___________________________________________________________________
 KL0328  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 KL0328  DYNAMIC HT  -        3054.302 (meters)   10020.66  (feet)  COMP
 KL0328  MODELED GRAV-     979,107.7   (mgal)                       NAVD 88
 KL0328
 KL0328  VERT ORDER  -  SECOND    CLASS 0
 KL0328
 KL0328.The horizontal coordinates were scaled from a topographic map and have
 KL0328.an estimated accuracy of +/- 6 seconds.
 KL0328
 KL0328.The orthometric height was determined by differential leveling
 KL0328.and adjusted by the National Geodetic Survey in June 1991..
 KL0328
 KL0328.The geoid height was determined by GEOID03.
 KL0328
 KL0328.The dynamic height is computed by dividing the NAVD 88
 KL0328.geopotential number by the normal gravity value computed on the
 KL0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0328.degrees latitude (g = 980.6199 gals.).
 KL0328
 KL0328.The modeled gravity was interpolated from observed gravity values.
 KL0328
 KL0328;                    North         East    Units  Estimated Accuracy
 KL0328;SPC CO C     -   469,350.      820,450.      MT  (+/- 180 meters Scaled)
 KL0328
 KL0328                          SUPERSEDED SURVEY CONTROL
 KL0328
 KL0328  NGVD 29 (??/??/92) 3056.570  (m)        10028.10   (f) ADJ UNCH    2 0
 KL0328
 KL0328.Superseded values are not recommended for survey control.
 KL0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0328.See file dsdata.txt to determine how the superseded data were derived.
 KL0328
 KL0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD629524(NAD 83)
 KL0328_MARKER: DB = BENCH MARK DISK
 KL0328_SETTING: 80 = SET IN A BOULDER
 KL0328_SP_SET: BOULDER
 KL0328_STAMPING: C 277 1951
 KL0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0328+STABILITY: SURFACE MOTION
 KL0328
 KL0328  HISTORY     - Date     Condition        Report By
 KL0328  HISTORY     - 1951     MONUMENTED       CGS
 KL0328  HISTORY     - 1959     GOOD             DOD
 KL0328
 KL0328                          STATION DESCRIPTION
 KL0328
 KL0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0328'13.8 MI SE FROM THOMASVILLE.
 KL0328'13.8 MILES SOUTHEAST ALONG STATE HIGHWAY 104 FROM ITS JUNCTION WITH
 KL0328'STATE HIGHWAY 307 AT THOMASVILLE, 15 FEET EAST OF THE CENTER LINE OF
 KL0328'THE HIGHWAY, ON THE OUTSIDE OF A LONG CURVE IN THE HIGHWAY, 3 FEET
 KL0328'SOUTHEAST OF TWO 4 INCH PINE TREES, SET IN THE TOP OF THE CENTER OF A
 KL0328'4X6 FOOT GRANITE BOULDER, FLUSH WITH THE GROUND.
 KL0328
 KL0328                          STATION RECOVERY (1959)
 KL0328
 KL0328'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0356 ***********************************************************************
 KL0356  DESIGNATION -  C 278
 KL0356  PID         -  KL0356
 KL0356  STATE/COUNTY-  CO/EAGLE
 KL0356  USGS QUAD   -  RUEDI RESERVOIR (1987)
 KL0356
 KL0356                         *CURRENT SURVEY CONTROL
 KL0356  ___________________________________________________________________
 KL0356* NAD 83(1986)-  39 21 57.     (N)    106 49 30.     (W)     SCALED    
 KL0356* NAVD 88     -      2283.972  (meters)    7493.33   (feet)  ADJUSTED  
 KL0356  ___________________________________________________________________
 KL0356  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 KL0356  DYNAMIC HT  -        2281.127 (meters)    7484.00  (feet)  COMP
 KL0356  MODELED GRAV-     979,301.5   (mgal)                       NAVD 88
 KL0356
 KL0356  VERT ORDER  -  SECOND    CLASS 0
 KL0356
 KL0356.The horizontal coordinates were scaled from a topographic map and have
 KL0356.an estimated accuracy of +/- 6 seconds.
 KL0356
 KL0356.The orthometric height was determined by differential leveling
 KL0356.and adjusted by the National Geodetic Survey in June 1991..
 KL0356
 KL0356.The geoid height was determined by GEOID03.
 KL0356
 KL0356.The dynamic height is computed by dividing the NAVD 88
 KL0356.geopotential number by the normal gravity value computed on the
 KL0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0356.degrees latitude (g = 980.6199 gals.).
 KL0356
 KL0356.The modeled gravity was interpolated from observed gravity values.
 KL0356
 KL0356;                    North         East    Units  Estimated Accuracy
 KL0356;SPC CO C     -   475,750.      800,230.      MT  (+/- 180 meters Scaled)
 KL0356
 KL0356                          SUPERSEDED SURVEY CONTROL
 KL0356
 KL0356  NGVD 29 (??/??/92) 2282.280  (m)         7487.78   (f) ADJ UNCH    2 0
 KL0356
 KL0356.Superseded values are not recommended for survey control.
 KL0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0356.See file dsdata.txt to determine how the superseded data were derived.
 KL0356
 KL0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD427589(NAD 83)
 KL0356_MARKER: DB = BENCH MARK DISK
 KL0356_SETTING: 66 = SET IN ROCK OUTCROP
 KL0356_SP_SET: ROCK LEDGE
 KL0356_STAMPING: C 278 1951
 KL0356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0356+STABILITY: POSITION/ELEVATION WELL
 KL0356
 KL0356  HISTORY     - Date     Condition        Report By
 KL0356  HISTORY     - 1951     MONUMENTED       CGS
 KL0356
 KL0356                          STATION DESCRIPTION
 KL0356
 KL0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0356'6.8 MI NW FROM THOMASVILLE.
 KL0356'6.8 MILES NORTHWEST ALONG STATE HIGHWAY 104 FROM ITS JUNCTION WITH
 KL0356'STATE HIGHWAY 307 AT THOMASVILLE, ON THE OUTSIDE OF A CURVE IN THE
 KL0356'HIGHWAY, 13 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 3 FEET ABOVE
 KL0356'THE LEVEL OF THE HIGHWAY, SET VERTICALLY IN THE SOUTH FACE OF A ROCK
 KL0356'LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0379 ***********************************************************************
 KL0379  DESIGNATION -  C 279
 KL0379  PID         -  KL0379
 KL0379  STATE/COUNTY-  CO/EAGLE
 KL0379  USGS QUAD   -  CROOKED CREEK PASS (1987)
 KL0379
 KL0379                         *CURRENT SURVEY CONTROL
 KL0379  ___________________________________________________________________
 KL0379* NAD 83(1986)-  39 25 02.     (N)    106 39 30.     (W)     SCALED    
 KL0379* NAVD 88     -      2849.098  (meters)    9347.42   (feet)  ADJUSTED  
 KL0379  ___________________________________________________________________
 KL0379  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 KL0379  DYNAMIC HT  -        2845.204 (meters)    9334.64  (feet)  COMP
 KL0379  MODELED GRAV-     979,159.0   (mgal)                       NAVD 88
 KL0379
 KL0379  VERT ORDER  -  SECOND    CLASS 0
 KL0379
 KL0379.The horizontal coordinates were scaled from a topographic map and have
 KL0379.an estimated accuracy of +/- 6 seconds.
 KL0379
 KL0379.The orthometric height was determined by differential leveling
 KL0379.and adjusted by the National Geodetic Survey in June 1991..
 KL0379
 KL0379.The geoid height was determined by GEOID03.
 KL0379
 KL0379.The dynamic height is computed by dividing the NAVD 88
 KL0379.geopotential number by the normal gravity value computed on the
 KL0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0379.degrees latitude (g = 980.6199 gals.).
 KL0379
 KL0379.The modeled gravity was interpolated from observed gravity values.
 KL0379
 KL0379;                    North         East    Units  Estimated Accuracy
 KL0379;SPC CO C     -   481,260.      814,660.      MT  (+/- 180 meters Scaled)
 KL0379
 KL0379                          SUPERSEDED SURVEY CONTROL
 KL0379
 KL0379  NGVD 29 (??/??/92) 2847.148  (m)         9341.02   (f) ADJ UNCH    2 0
 KL0379
 KL0379.Superseded values are not recommended for survey control.
 KL0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0379.See file dsdata.txt to determine how the superseded data were derived.
 KL0379
 KL0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD572643(NAD 83)
 KL0379_MARKER: DB = BENCH MARK DISK
 KL0379_SETTING: 80 = SET IN A BOULDER
 KL0379_SP_SET: BOULDER
 KL0379_STAMPING: C 279 1951
 KL0379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0379+STABILITY: SURFACE MOTION
 KL0379
 KL0379  HISTORY     - Date     Condition        Report By
 KL0379  HISTORY     - 1951     MONUMENTED       CGS
 KL0379  HISTORY     - 1959     GOOD             DOD
 KL0379
 KL0379                          STATION DESCRIPTION
 KL0379
 KL0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0379'7.65 MI N FROM THOMASVILLE.
 KL0379'7.65 MILES NORTH ALONG STATE HIGHWAY 307 FROM ITS JUNCTION WITH STATE
 KL0379'HIGHWAY 104 AT THOMASVILLE, 0.2 MILE NORTH OF A JUNCTION WITH A ROAD
 KL0379'LEADING EAST TO WOOD LAKE RESORT, 0.2 MILE NORTH OF A SMALL WOODEN
 KL0379'BRIDGE OVER CROOKED CREEK, 22 FEET EAST OF THE CENTER LINE OF THE
 KL0379'HIGHWAY, SET IN THE TOP OF THE WEST END OF A 10X10 FOOT GRANITE
 KL0379'BOULDER, 2 FEET ABOVE THE GROUND.
 KL0379
 KL0379                          STATION RECOVERY (1959)
 KL0379
 KL0379'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0474 ***********************************************************************
 KL0474  DESIGNATION -  C 280
 KL0474  PID         -  KL0474
 KL0474  STATE/COUNTY-  CO/EAGLE
 KL0474  USGS QUAD   -  EAGLE (1987)
 KL0474
 KL0474                         *CURRENT SURVEY CONTROL
 KL0474  ___________________________________________________________________
 KL0474* NAD 83(1986)-  39 38 09.     (N)    106 48 32.     (W)     SCALED    
 KL0474* NAVD 88     -      2045.389  (meters)    6710.58   (feet)  ADJUSTED  
 KL0474  ___________________________________________________________________
 KL0474  GEOID HEIGHT-         -13.62  (meters)                     GEOID03
 KL0474  DYNAMIC HT  -        2043.136 (meters)    6703.19  (feet)  COMP
 KL0474  MODELED GRAV-     979,453.0   (mgal)                       NAVD 88
 KL0474
 KL0474  VERT ORDER  -  SECOND    CLASS 0
 KL0474
 KL0474.The horizontal coordinates were scaled from a topographic map and have
 KL0474.an estimated accuracy of +/- 6 seconds.
 KL0474
 KL0474.The orthometric height was determined by differential leveling
 KL0474.and adjusted by the National Geodetic Survey in June 1991..
 KL0474
 KL0474.The geoid height was determined by GEOID03.
 KL0474
 KL0474.The dynamic height is computed by dividing the NAVD 88
 KL0474.geopotential number by the normal gravity value computed on the
 KL0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0474.degrees latitude (g = 980.6199 gals.).
 KL0474
 KL0474.The modeled gravity was interpolated from observed gravity values.
 KL0474
 KL0474;                    North         East    Units  Estimated Accuracy
 KL0474;SPC CO C     -   505,710.      802,050.      MT  (+/- 180 meters Scaled)
 KL0474
 KL0474                          SUPERSEDED SURVEY CONTROL
 KL0474
 KL0474  NGVD 29 (??/??/92) 2044.026  (m)         6706.11   (f) ADJ UNCH    2 0
 KL0474
 KL0474.Superseded values are not recommended for survey control.
 KL0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0474.See file dsdata.txt to determine how the superseded data were derived.
 KL0474
 KL0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD447889(NAD 83)
 KL0474_MARKER: DB = BENCH MARK DISK
 KL0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0474_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0474_STAMPING: C 280 1951
 KL0474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0474+STABILITY: SURFACE MOTION
 KL0474
 KL0474  HISTORY     - Date     Condition        Report By
 KL0474  HISTORY     - 1951     MONUMENTED       CGS
 KL0474  HISTORY     - 1961     MARK NOT FOUND   USGS
 KL0474
 KL0474                          STATION DESCRIPTION
 KL0474
 KL0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0474'1.95 MI S FROM EAGLE.
 KL0474'1.95 MILES SOUTH ALONG STATE HIGHWAY 307 FROM THE POST OFFICE AT
 KL0474'EAGLE, 300 FEET NORTHWEST OF A FARMHOUSE, 61 FEET EAST OF A FENCE
 KL0474'CORNER, 48 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 5 FEET WEST
 KL0474'OF A TELEPHONE POLE, 2 FEET NORTH OF A FENCE, SET IN THE TOP OF A OF
 KL0474'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 KL0474
 KL0474                          STATION RECOVERY (1961)
 KL0474
 KL0474'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KL0474'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0107 ***********************************************************************
 KL0107  DESIGNATION -  C 281
 KL0107  PID         -  KL0107
 KL0107  STATE/COUNTY-  CO/SUMMIT
 KL0107  USGS QUAD   -  VAIL PASS (1987)
 KL0107
 KL0107                         *CURRENT SURVEY CONTROL
 KL0107  ___________________________________________________________________
 KL0107* NAD 83(1986)-  39 30 05.     (N)    106 09 50.     (W)     SCALED    
 KL0107* NAVD 88     -      3012.346  (meters)    9883.01   (feet)  ADJUSTED  
 KL0107  ___________________________________________________________________
 KL0107  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 KL0107  DYNAMIC HT  -        3008.453 (meters)    9870.23  (feet)  COMP
 KL0107  MODELED GRAV-     979,224.6   (mgal)                       NAVD 88
 KL0107
 KL0107  VERT ORDER  -  SECOND    CLASS 0
 KL0107
 KL0107.The horizontal coordinates were scaled from a topographic map and have
 KL0107.an estimated accuracy of +/- 6 seconds.
 KL0107
 KL0107.The orthometric height was determined by differential leveling
 KL0107.and adjusted by the National Geodetic Survey in June 1991..
 KL0107
 KL0107.The geoid height was determined by GEOID03.
 KL0107
 KL0107.The dynamic height is computed by dividing the NAVD 88
 KL0107.geopotential number by the normal gravity value computed on the
 KL0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0107.degrees latitude (g = 980.6199 gals.).
 KL0107
 KL0107.The modeled gravity was interpolated from observed gravity values.
 KL0107
 KL0107;                    North         East    Units  Estimated Accuracy
 KL0107;SPC CO C     -   490,180.      857,300.      MT  (+/- 180 meters Scaled)
 KL0107
 KL0107                          SUPERSEDED SURVEY CONTROL
 KL0107
 KL0107  NGVD 29 (??/??/92) 3010.597  (m)         9877.27   (f) ADJ UNCH    2 0
 KL0107
 KL0107.Superseded values are not recommended for survey control.
 KL0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0107.See file dsdata.txt to determine how the superseded data were derived.
 KL0107
 KL0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD999730(NAD 83)
 KL0107_MARKER: DB = BENCH MARK DISK
 KL0107_SETTING: 80 = SET IN A BOULDER
 KL0107_SP_SET: BOULDER
 KL0107_STAMPING: C 281 1951
 KL0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0107+STABILITY: SURFACE MOTION
 KL0107
 KL0107  HISTORY     - Date     Condition        Report By
 KL0107  HISTORY     - 1951     MONUMENTED       CGS
 KL0107  HISTORY     - 1959     GOOD             DOD
 KL0107  HISTORY     - 19950728 MARK NOT FOUND   USPSQD
 KL0107
 KL0107                          STATION DESCRIPTION
 KL0107
 KL0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0107'9.25 MI NW FROM KOKOMO.
 KL0107'8.0 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ITS JUNCTION WITH
 KL0107'COUNTY ROAD 304 AT KOKOMO, THENCE 1.25 MILES WEST ALONG U.S. HIGHWAY
 KL0107'6, 75 YARDS SOUTH OF A POWER POLE, 210 FEET WEST OF THE NORTHWEST
 KL0107'CORNER OF THE STONE HEADWALL OF A 24 INCH PIPE CULVERT, 65 FEET
 KL0107'NORTHEAST OF THE NORTHEAST CORNER OF THE STONE HEADWALL OF A 24 INCH
 KL0107'PIPE CULVERT, 54 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN
 KL0107'THE TOP OF THE CENTER OF A 4X4 FOOT GRANITE BOULDER, 1 FOOT ABOVE THE
 KL0107'GROUND.  NOTE-- THE MARK IS 40 FEET SOUTH-SOUTHEAST OF A LARGE PINE
 KL0107'TREE AND 3.9 FEET LOWER.  59 FEET NORTH OF THE CENTERLINE OF U.S.
 KL0107'HIGHWAY 6 AND IS 0.5 FOOT HIGHER.
 KL0107
 KL0107                          STATION RECOVERY (1959)
 KL0107
 KL0107'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0107'RECOVERED IN GOOD CONDITION.
 KL0107
 KL0107                          STATION RECOVERY (1995)
 KL0107
 KL0107'RECOVERY NOTE BY US POWER SQUADRON 1995
 KL0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0029 ***********************************************************************
 KL0029  DESIGNATION -  C 282
 KL0029  PID         -  KL0029
 KL0029  STATE/COUNTY-  CO/SUMMIT
 KL0029  USGS QUAD   -  VAIL PASS (1987)
 KL0029
 KL0029                         *CURRENT SURVEY CONTROL
 KL0029  ___________________________________________________________________
 KL0029* NAD 83(1986)-  39 32 22.     (N)    106 08 34.     (W)     SCALED    
 KL0029* NAVD 88     -      2878.628  (meters)    9444.30   (feet)  ADJUSTED  
 KL0029  ___________________________________________________________________
 KL0029  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 KL0029  DYNAMIC HT  -        2874.971 (meters)    9432.30  (feet)  COMP
 KL0029  MODELED GRAV-     979,252.0   (mgal)                       NAVD 88
 KL0029
 KL0029  VERT ORDER  -  FIRST     CLASS II
 KL0029
 KL0029.The horizontal coordinates were scaled from a topographic map and have
 KL0029.an estimated accuracy of +/- 6 seconds.
 KL0029
 KL0029.The orthometric height was determined by differential leveling
 KL0029.and adjusted by the National Geodetic Survey in June 1991..
 KL0029
 KL0029.The geoid height was determined by GEOID03.
 KL0029
 KL0029.The dynamic height is computed by dividing the NAVD 88
 KL0029.geopotential number by the normal gravity value computed on the
 KL0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0029.degrees latitude (g = 980.6199 gals.).
 KL0029
 KL0029.The modeled gravity was interpolated from observed gravity values.
 KL0029
 KL0029;                    North         East    Units  Estimated Accuracy
 KL0029;SPC CO C     -   494,390.      859,150.      MT  (+/- 180 meters Scaled)
 KL0029
 KL0029                          SUPERSEDED SURVEY CONTROL
 KL0029
 KL0029  NGVD 29 (??/??/92) 2876.917  (m)         9438.69   (f) ADJ UNCH    1 2
 KL0029
 KL0029.Superseded values are not recommended for survey control.
 KL0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0029.See file dsdata.txt to determine how the superseded data were derived.
 KL0029
 KL0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD017772(NAD 83)
 KL0029_MARKER: DB = BENCH MARK DISK
 KL0029_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KL0029_SP_SET: CULVERT
 KL0029_STAMPING: C 282 1951
 KL0029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0029
 KL0029  HISTORY     - Date     Condition        Report By
 KL0029  HISTORY     - 1951     MONUMENTED       CGS
 KL0029  HISTORY     - 1970     GOOD             USGS
 KL0029
 KL0029                          STATION DESCRIPTION
 KL0029
 KL0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0029'6.95 MI SW FROM DILLON.
 KL0029'6.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH STATE
 KL0029'HIGHWAY 9 AT DILLON, 0.15 MILE NORTH OF THE ENTRANCE TO THE OFFICERS
 KL0029'GULCH CAMP GROUND, 115 FEET SOUTHEAST OF THE CENTER LINE OF A GRAVELED
 KL0029'ROAD LEADING SOUTHWEST, 36 FEET EAST OF THE CENTER LINE OF THE
 KL0029'HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE EAST HEADWALL OF A 6
 KL0029'FOOT CONCRETE CULVERT.
 KL0029
 KL0029                          STATION RECOVERY (1970)
 KL0029
 KL0029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 KL0029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0205 ***********************************************************************
 KL0205  DESIGNATION -  C 284
 KL0205  PID         -  KL0205
 KL0205  STATE/COUNTY-  CO/PARK
 KL0205  USGS QUAD   -  CLIMAX (1994)
 KL0205
 KL0205                         *CURRENT SURVEY CONTROL
 KL0205  ___________________________________________________________________
 KL0205* NAD 83(1986)-  39 16 27.     (N)    106 08 47.     (W)     SCALED    
 KL0205* NAVD 88     -      3488.812  (meters)   11446.21   (feet)  ADJUSTED  
 KL0205  ___________________________________________________________________
 KL0205  GEOID HEIGHT-         -12.82  (meters)                     GEOID03
 KL0205  DYNAMIC HT  -        3483.883 (meters)   11430.04  (feet)  COMP
 KL0205  MODELED GRAV-     979,086.6   (mgal)                       NAVD 88
 KL0205
 KL0205  VERT ORDER  -  SECOND    CLASS 0
 KL0205
 KL0205.The horizontal coordinates were scaled from a topographic map and have
 KL0205.an estimated accuracy of +/- 6 seconds.
 KL0205
 KL0205.The orthometric height was determined by differential leveling
 KL0205.and adjusted by the National Geodetic Survey in June 1991..
 KL0205
 KL0205.The geoid height was determined by GEOID03.
 KL0205
 KL0205.The dynamic height is computed by dividing the NAVD 88
 KL0205.geopotential number by the normal gravity value computed on the
 KL0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0205.degrees latitude (g = 980.6199 gals.).
 KL0205
 KL0205.The modeled gravity was interpolated from observed gravity values.
 KL0205
 KL0205;                    North         East    Units  Estimated Accuracy
 KL0205;SPC CO C     -   464,940.      858,630.      MT  (+/- 180 meters Scaled)
 KL0205
 KL0205                          SUPERSEDED SURVEY CONTROL
 KL0205
 KL0205  NGVD 29 (??/??/92) 3486.784  (m)        11439.56   (f) ADJ UNCH    2 0
 KL0205
 KL0205.Superseded values are not recommended for survey control.
 KL0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0205.See file dsdata.txt to determine how the superseded data were derived.
 KL0205
 KL0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD011478(NAD 83)
 KL0205_MARKER: DB = BENCH MARK DISK
 KL0205_SETTING: 80 = SET IN A BOULDER
 KL0205_SP_SET: BOULDER
 KL0205_STAMPING: C 284 1951
 KL0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0205+STABILITY: SURFACE MOTION
 KL0205
 KL0205  HISTORY     - Date     Condition        Report By
 KL0205  HISTORY     - 1951     MONUMENTED       CGS
 KL0205  HISTORY     - 1959     GOOD             DOD
 KL0205
 KL0205                          STATION DESCRIPTION
 KL0205
 KL0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0205'6.85 MI W FROM ALMA.
 KL0205'0.35 MILE SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 KL0205'ALMA, THENCE 6.5 MILES WEST ALONG A GRAVELED ROAD, 90 FEET NORTHWEST
 KL0205'OF THE CENTER OF A JUNCTION WITH A GRAVELED ROAD LEADING SOUTHWEST TO
 KL0205'AN ABANDONED MINE, 195 FEET EAST OF A POWER POLE, 54 FEET WEST OF THE
 KL0205'CENTER LINE OF THE ROAD, SET IN THE TOP OF THE CENTER OF A 6X6 FOOT
 KL0205'GRANITE BOULDER, 3 FEET ABOVE THE GROUND.
 KL0205
 KL0205                          STATION RECOVERY (1959)
 KL0205
 KL0205'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0670 ***********************************************************************
 JK0670  DESIGNATION -  C 285
 JK0670  PID         -  JK0670
 JK0670  STATE/COUNTY-  CO/CHAFFEE
 JK0670  USGS QUAD   -  SALIDA EAST (1983)
 JK0670
 JK0670                         *CURRENT SURVEY CONTROL
 JK0670  ___________________________________________________________________
 JK0670* NAD 83(1986)-  38 34 26.     (N)    105 58 40.     (W)     SCALED    
 JK0670* NAVD 88     -      2378.180  (meters)    7802.41   (feet)  ADJUSTED  
 JK0670  ___________________________________________________________________
 JK0670  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 JK0670  DYNAMIC HT  -        2375.242 (meters)    7792.77  (feet)  COMP
 JK0670  MODELED GRAV-     979,307.6   (mgal)                       NAVD 88
 JK0670
 JK0670  VERT ORDER  -  SECOND    CLASS 0
 JK0670
 JK0670.The horizontal coordinates were scaled from a topographic map and have
 JK0670.an estimated accuracy of +/- 6 seconds.
 JK0670
 JK0670.The orthometric height was determined by differential leveling
 JK0670.and adjusted by the National Geodetic Survey in June 1991..
 JK0670
 JK0670.The geoid height was determined by GEOID03.
 JK0670
 JK0670.The dynamic height is computed by dividing the NAVD 88
 JK0670.geopotential number by the normal gravity value computed on the
 JK0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0670.degrees latitude (g = 980.6199 gals.).
 JK0670
 JK0670.The modeled gravity was interpolated from observed gravity values.
 JK0670
 JK0670;                    North         East    Units  Estimated Accuracy
 JK0670;SPC CO C     -   387,120.      872,770.      MT  (+/- 180 meters Scaled)
 JK0670
 JK0670                          SUPERSEDED SURVEY CONTROL
 JK0670
 JK0670  NGVD 29 (??/??/92) 2376.708  (m)         7797.58   (f) ADJ UNCH    2 0
 JK0670
 JK0670.Superseded values are not recommended for survey control.
 JK0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0670.See file dsdata.txt to determine how the superseded data were derived.
 JK0670
 JK0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC148699(NAD 83)
 JK0670_MARKER: DB = BENCH MARK DISK
 JK0670_SETTING: 80 = SET IN A BOULDER
 JK0670_SP_SET: BOULDER
 JK0670_STAMPING: C 285 1951
 JK0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0670+STABILITY: SURFACE MOTION
 JK0670
 JK0670  HISTORY     - Date     Condition        Report By
 JK0670  HISTORY     - 1951     MONUMENTED       CGS
 JK0670  HISTORY     - 1976     GOOD             USGS
 JK0670
 JK0670                          STATION DESCRIPTION
 JK0670
 JK0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0670'3.5 MI NE FROM SALIDA.
 JK0670'1.0 MILE NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0670'FROM THE STATION AT SALIDA, THENCE 2.5 MILES NORTHEAST ALONG THE
 JK0670'UTE TRAIL,  AT A CURVE IN THE TRAIL, 104 FEET EAST OF THE CENTER LINE
 JK0670'OF THE TRAIL, 83 FEET EAST OF THE EAST END OF A 24 INCH PIPE CULVERT,
 JK0670'5 FEET ABOVE THE LEVEL OF THE ROAD, 1.5 FEET ABOVE THE GROUND, SET
 JK0670'IN THE TOP OF A 4X4 FOOT GRANITE BOULDER.
 JK0670
 JK0670                          STATION RECOVERY (1976)
 JK0670
 JK0670'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JK0670'1.0 MILE NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0670'FROM THE STATION AT SALIDA, THENCE 2.5 MILES NORTHEAST ALONG THE UTE
 JK0670'TRAIL, AT A CURVE IN THE ROAD, 112 FEET EAST OF THE CENTER LINE OF
 JK0670'THE ROAD, 89 FEET EAST OF THE EAST END OF A 24 INCH PIPE CULVERT, 15
 JK0670'FEET ABOVE THE LEVEL OF THE ROAD, 1.5 FEET ABOVE THE GROUND, SET IN
 JK0670'THE TOP OF A 4X4 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0082 ***********************************************************************
 JL0082  DESIGNATION -  C 286
 JL0082  PID         -  JL0082
 JL0082  STATE/COUNTY-  CO/CHAFFEE
 JL0082  USGS QUAD   -  SALIDA WEST (1994)
 JL0082
 JL0082                         *CURRENT SURVEY CONTROL
 JL0082  ___________________________________________________________________
 JL0082* NAD 83(1986)-  38 32 31.     (N)    106 01 04.     (W)     SCALED    
 JL0082* NAVD 88     -      2186.563  (meters)    7173.75   (feet)  ADJUSTED  
 JL0082  ___________________________________________________________________
 JL0082  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 JL0082  DYNAMIC HT  -        2183.917 (meters)    7165.07  (feet)  COMP
 JL0082  MODELED GRAV-     979,340.2   (mgal)                       NAVD 88
 JL0082
 JL0082  VERT ORDER  -  SECOND    CLASS 0
 JL0082
 JL0082.The horizontal coordinates were scaled from a topographic map and have
 JL0082.an estimated accuracy of +/- 6 seconds.
 JL0082
 JL0082.The orthometric height was determined by differential leveling
 JL0082.and adjusted by the National Geodetic Survey in June 1991..
 JL0082
 JL0082.The geoid height was determined by GEOID03.
 JL0082
 JL0082.The dynamic height is computed by dividing the NAVD 88
 JL0082.geopotential number by the normal gravity value computed on the
 JL0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0082.degrees latitude (g = 980.6199 gals.).
 JL0082
 JL0082.The modeled gravity was interpolated from observed gravity values.
 JL0082
 JL0082;                    North         East    Units  Estimated Accuracy
 JL0082;SPC CO C     -   383,590.      869,260.      MT  (+/- 180 meters Scaled)
 JL0082
 JL0082                          SUPERSEDED SURVEY CONTROL
 JL0082
 JL0082  NGVD 29 (??/??/92) 2185.134  (m)         7169.06   (f) ADJ UNCH    2 0
 JL0082
 JL0082.Superseded values are not recommended for survey control.
 JL0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0082.See file dsdata.txt to determine how the superseded data were derived.
 JL0082
 JL0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC113664(NAD 83)
 JL0082_MARKER: DB = BENCH MARK DISK
 JL0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0082_STAMPING: C 286 1951
 JL0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0082+STABILITY: SURFACE MOTION
 JL0082
 JL0082  HISTORY     - Date     Condition        Report By
 JL0082  HISTORY     - 1951     MONUMENTED       CGS
 JL0082
 JL0082                          STATION DESCRIPTION
 JL0082
 JL0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JL0082'2.4 MI NW FROM SALIDA.
 JL0082'1.0 MILE NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0082'FROM THE STATION AT SALIDA, THENCE 0.25 MILE SOUTHWEST ALONG A
 JL0082'GRAVELED ROAD, THENCE 0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 291,
 JL0082'THENCE 0.1 MILE SOUTH ALONG A GRAVELED ROAD, THENCE 0.75 MILE WEST
 JL0082'ALONG COUNTY ROAD 30, 0.1 MILE EAST OF A JUNCTION WITH A GRAVELED ROAD
 JL0082'LEADING SOUTHWEST, 90 FEET NORTH OF THE CENTER LINE OF THE COUNTY
 JL0082'ROAD, 1 FOOT SOUTH OF A FENCE, 3 FEET WEST OF A WITNESS POST, SET IN
 JL0082'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0565 ***********************************************************************
 JK0565  DESIGNATION -  C 287
 JK0565  PID         -  JK0565
 JK0565  STATE/COUNTY-  CO/FREMONT
 JK0565  USGS QUAD   -  ROYAL GORGE (1994)
 JK0565
 JK0565                         *CURRENT SURVEY CONTROL
 JK0565  ___________________________________________________________________
 JK0565* NAD 83(1986)-  38 29 35.     (N)    105 21 48.     (W)     SCALED    
 JK0565* NAVD 88     -      1818.510  (meters)    5966.23   (feet)  ADJUSTED  
 JK0565  ___________________________________________________________________
 JK0565  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 JK0565  DYNAMIC HT  -        1816.481 (meters)    5959.57  (feet)  COMP
 JK0565  MODELED GRAV-     979,448.5   (mgal)                       NAVD 88
 JK0565
 JK0565  VERT ORDER  -  SECOND    CLASS 0
 JK0565
 JK0565.The horizontal coordinates were scaled from a topographic map and have
 JK0565.an estimated accuracy of +/- 6 seconds.
 JK0565
 JK0565.The orthometric height was determined by differential leveling
 JK0565.and adjusted by the National Geodetic Survey in June 1991..
 JK0565
 JK0565.The geoid height was determined by GEOID03.
 JK0565
 JK0565.The dynamic height is computed by dividing the NAVD 88
 JK0565.geopotential number by the normal gravity value computed on the
 JK0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0565.degrees latitude (g = 980.6199 gals.).
 JK0565
 JK0565.The modeled gravity was interpolated from observed gravity values.
 JK0565
 JK0565;                    North         East    Units  Estimated Accuracy
 JK0565;SPC CO C     -   378,040.      926,330.      MT  (+/- 180 meters Scaled)
 JK0565
 JK0565                          SUPERSEDED SURVEY CONTROL
 JK0565
 JK0565  NGVD 29 (??/??/92) 1817.367  (m)         5962.48   (f) ADJ UNCH    2 0
 JK0565
 JK0565.Superseded values are not recommended for survey control.
 JK0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0565.See file dsdata.txt to determine how the superseded data were derived.
 JK0565
 JK0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC683605(NAD 83)
 JK0565_MARKER: DB = BENCH MARK DISK
 JK0565_SETTING: 66 = SET IN ROCK OUTCROP
 JK0565_SP_SET: GRANITE OUTCROP
 JK0565_STAMPING: C 287 1951
 JK0565_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0565+STABILITY: POSITION/ELEVATION WELL
 JK0565
 JK0565  HISTORY     - Date     Condition        Report By
 JK0565  HISTORY     - 1951     MONUMENTED       CGS
 JK0565  HISTORY     - 1976     MARK NOT FOUND   USGS
 JK0565
 JK0565                          STATION DESCRIPTION
 JK0565
 JK0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0565'2 MI NE FROM PARKDALE.
 JK0565'1.3 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0565'RAILROAD FROM THE STATION AT PARKDALE, THENCE 0.65 MILE NORTHEAST
 JK0565'ALONG U.S. HIGHWAY 50, 69 FEET EAST OF THE CENTER LINE OF THE
 JK0565'HIGHWAY, 18 FEET NORTHEAST OF THE CENTER LINE OF A WIRE GATE AND
 JK0565'THE CENTER LINE OF A GRAVELED ROAD LEADING SOUTHEAST, 3 FEET ABOVE
 JK0565'THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF GRANITE OUTCROP.
 JK0565
 JK0565                          STATION RECOVERY (1976)
 JK0565
 JK0565'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JK0565'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0709 ***********************************************************************
 JK0709  DESIGNATION -  C 288
 JK0709  PID         -  JK0709
 JK0709  STATE/COUNTY-  CO/PARK
 JK0709  USGS QUAD   -  THIRTYONE MILE MOUNTAIN (1983)
 JK0709
 JK0709                         *CURRENT SURVEY CONTROL
 JK0709  ___________________________________________________________________
 JK0709* NAD 83(1986)-  38 43 58.     (N)    105 37 07.     (W)     SCALED    
 JK0709* NAVD 88     -      2792.301  (meters)    9161.07   (feet)  ADJUSTED  
 JK0709  ___________________________________________________________________
 JK0709  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 JK0709  DYNAMIC HT  -        2788.751 (meters)    9149.43  (feet)  COMP
 JK0709  MODELED GRAV-     979,254.7   (mgal)                       NAVD 88
 JK0709
 JK0709  VERT ORDER  -  SECOND    CLASS 0
 JK0709
 JK0709.The horizontal coordinates were scaled from a topographic map and have
 JK0709.an estimated accuracy of +/- 6 seconds.
 JK0709
 JK0709.The orthometric height was determined by differential leveling
 JK0709.and adjusted by the National Geodetic Survey in June 1991..
 JK0709
 JK0709.The geoid height was determined by GEOID03.
 JK0709
 JK0709.The dynamic height is computed by dividing the NAVD 88
 JK0709.geopotential number by the normal gravity value computed on the
 JK0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0709.degrees latitude (g = 980.6199 gals.).
 JK0709
 JK0709.The modeled gravity was interpolated from observed gravity values.
 JK0709
 JK0709;                    North         East    Units  Estimated Accuracy
 JK0709;SPC CO C     -   404,650.      904,090.      MT  (+/- 180 meters Scaled)
 JK0709
 JK0709                          SUPERSEDED SURVEY CONTROL
 JK0709
 JK0709  NGVD 29 (??/??/92) 2790.802  (m)         9156.16   (f) ADJ UNCH    2 0
 JK0709
 JK0709.Superseded values are not recommended for survey control.
 JK0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0709.See file dsdata.txt to determine how the superseded data were derived.
 JK0709
 JK0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC462873(NAD 83)
 JK0709_MARKER: DB = BENCH MARK DISK
 JK0709_SETTING: 80 = SET IN A BOULDER
 JK0709_SP_SET: BOULDER
 JK0709_STAMPING: C 288 1951
 JK0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0709+STABILITY: SURFACE MOTION
 JK0709
 JK0709  HISTORY     - Date     Condition        Report By
 JK0709  HISTORY     - 1951     MONUMENTED       CGS
 JK0709
 JK0709                          STATION DESCRIPTION
 JK0709
 JK0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0709'7.2 MI SW FROM GUFFEY.
 JK0709'1.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 JK0709'GUFFEY, THENCE 1.6 MILES NORTHWEST ALONG STATE HIGHWAY 9,THENCE 4.2
 JK0709'MILES SOUTHWEST ALONG A GRAVELED ROAD, 85 FEET SOUTH OF A FENCE
 JK0709'CORNER, 55 FEET EAST OF THE CENTER LINE OF THE ROAD, 37 FEET EAST
 JK0709'OF A FENCE, 14 FEET NORTHEAST OF A LONE 24 INCH PINE TREE, 4 FEET
 JK0709'BELOW THE LEVEL OF THE ROAD, 0.9 FOOT ABOVE THE GROUND, SET IN THE
 JK0709'TOP OF THE CENTER OF A LARGE GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0727 ***********************************************************************
 JK0727  DESIGNATION -  C 289
 JK0727  PID         -  JK0727
 JK0727  STATE/COUNTY-  CO/PARK
 JK0727  USGS QUAD   -  GUFFEY NW (1956)
 JK0727
 JK0727                         *CURRENT SURVEY CONTROL
 JK0727  ___________________________________________________________________
 JK0727* NAD 83(1986)-  38 55 45.     (N)    105 43 01.     (W)     SCALED    
 JK0727* NAVD 88     -      2737.946  (meters)    8982.74   (feet)  ADJUSTED  
 JK0727  ___________________________________________________________________
 JK0727  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 JK0727  DYNAMIC HT  -        2734.475 (meters)    8971.36  (feet)  COMP
 JK0727  MODELED GRAV-     979,260.8   (mgal)                       NAVD 88
 JK0727
 JK0727  VERT ORDER  -  SECOND    CLASS 0
 JK0727
 JK0727.The horizontal coordinates were scaled from a topographic map and have
 JK0727.an estimated accuracy of +/- 6 seconds.
 JK0727
 JK0727.The orthometric height was determined by differential leveling
 JK0727.and adjusted by the National Geodetic Survey in June 1991..
 JK0727
 JK0727.The geoid height was determined by GEOID03.
 JK0727
 JK0727.The dynamic height is computed by dividing the NAVD 88
 JK0727.geopotential number by the normal gravity value computed on the
 JK0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0727.degrees latitude (g = 980.6199 gals.).
 JK0727
 JK0727.The modeled gravity was interpolated from observed gravity values.
 JK0727
 JK0727;                    North         East    Units  Estimated Accuracy
 JK0727;SPC CO C     -   426,470.      895,590.      MT  (+/- 180 meters Scaled)
 JK0727
 JK0727                          SUPERSEDED SURVEY CONTROL
 JK0727
 JK0727  NGVD 29 (??/??/92) 2736.390  (m)         8977.64   (f) ADJ UNCH    2 0
 JK0727
 JK0727.Superseded values are not recommended for survey control.
 JK0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0727.See file dsdata.txt to determine how the superseded data were derived.
 JK0727
 JK0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD378091(NAD 83)
 JK0727_MARKER: DB = BENCH MARK DISK
 JK0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0727_STAMPING: C 289 1951
 JK0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0727+STABILITY: SURFACE MOTION
 JK0727
 JK0727  HISTORY     - Date     Condition        Report By
 JK0727  HISTORY     - 1951     MONUMENTED       CGS
 JK0727  HISTORY     - 1952     GOOD             NGS
 JK0727
 JK0727                          STATION DESCRIPTION
 JK0727
 JK0727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JK0727'8 MI SE FROM HARTSEL.
 JK0727'8.0 MILES SOUTHEAST ALONG STATE HIGHWAY 9 FROM ITS JUNCTION WITH
 JK0727'U.S. HIGHWAY 24 AT HARTSEL, 0.1 MILE SOUTHEAST OF A SMALL WOODEN
 JK0727'BRIDGE, 0.3 MILE NORTHEAST OF A SMALL COW BARN, 110 FEET SOUTHWEST
 JK0727'OF THE CENTER LINE OF THE HIGHWAY, ON THE NORTHWEST SLOPE OF A
 JK0727'HILL, 3 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 JK0727'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0255 ***********************************************************************
 LM0255  DESIGNATION -  C 29
 LM0255  PID         -  LM0255
 LM0255  STATE/COUNTY-  CO/ROUTT
 LM0255  USGS QUAD   -  YAMPA (1972)
 LM0255
 LM0255                         *CURRENT SURVEY CONTROL
 LM0255  ___________________________________________________________________
 LM0255* NAD 83(1992)-  40 08 20.19628(N)    106 53 25.36683(W)     ADJUSTED  
 LM0255* NAVD 88     -      2421.637  (meters)    7944.99   (feet)  ADJUSTED  
 LM0255  ___________________________________________________________________
 LM0255  X           -  -1,419,184.458 (meters)                     COMP
 LM0255  Y           -  -4,673,907.372 (meters)                     COMP
 LM0255  Z           -   4,091,344.792 (meters)                     COMP
 LM0255  LAPLACE CORR-           2.91  (seconds)                    DEFLEC99
 LM0255  ELLIP HEIGHT-        2408.99  (meters)          (12/03/02) GPS OBS
 LM0255  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 LM0255  DYNAMIC HT  -        2419.003 (meters)    7936.35  (feet)  COMP
 LM0255  MODELED GRAV-     979,450.8   (mgal)                       NAVD 88
 LM0255
 LM0255  HORZ ORDER  -  FIRST
 LM0255  VERT ORDER  -  FIRST     CLASS II
 LM0255  ELLP ORDER  -  FOURTH    CLASS II
 LM0255
 LM0255.The horizontal coordinates were established by GPS observations
 LM0255.and adjusted by the National Geodetic Survey in June 1998..
 LM0255
 LM0255.The orthometric height was determined by differential leveling
 LM0255.and adjusted by the National Geodetic Survey in June 1991..
 LM0255
 LM0255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LM0255
 LM0255.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0255
 LM0255.The ellipsoidal height was determined by GPS observations
 LM0255.and is referenced to NAD 83.
 LM0255
 LM0255.The geoid height was determined by GEOID03.
 LM0255
 LM0255.The dynamic height is computed by dividing the NAVD 88
 LM0255.geopotential number by the normal gravity value computed on the
 LM0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0255.degrees latitude (g = 980.6199 gals.).
 LM0255
 LM0255.The modeled gravity was interpolated from observed gravity values.
 LM0255
 LM0255;                    North         East     Units Scale Factor Converg.
 LM0255;SPC CO N     -   395,176.470   795,922.684   MT  0.99995874   -0 53 54.1
 LM0255;SPC CO N     - 1,296,508.14  2,611,289.67   sFT  0.99995874   -0 53 54.1
 LM0255;UTM  13      - 4,444,891.676   338,960.290   MT  0.99991926   -1 13 08.0
 LM0255
 LM0255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0255!SPC CO N     -   0.99962223  x   0.99995874  =   0.99958099
 LM0255!UTM  13      -   0.99962223  x   0.99991926  =   0.99954152
 LM0255
 LM0255                          SUPERSEDED SURVEY CONTROL
 LM0255
 LM0255  ELLIP H (06/12/98) 2408.99   (m)                       GP(       ) 3 2
 LM0255  NAVD 88 (06/12/98) 2421.64   (m)         7945.0    (f) LEVELING    3  
 LM0255  NGVD 29 (??/??/92) 2420.184  (m)         7940.22   (f) ADJ UNCH    1 2
 LM0255
 LM0255.Superseded values are not recommended for survey control.
 LM0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0255.See file dsdata.txt to determine how the superseded data were derived.
 LM0255
 LM0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE3896044892(NAD 83)
 LM0255_MARKER: DB = BENCH MARK DISK
 LM0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0255_STAMPING: C 29 1933
 LM0255_MARK LOGO: CGS   
 LM0255_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LM0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0255+STABILITY: SURFACE MOTION
 LM0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LM0255+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1997
 LM0255
 LM0255  HISTORY     - Date     Condition        Report By
 LM0255  HISTORY     - 1933     MONUMENTED       CGS
 LM0255  HISTORY     - 19971024 GOOD             CODOT
 LM0255
 LM0255                          STATION DESCRIPTION
 LM0255
 LM0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LM0255'0.9 MI S FROM YAMPA.
 LM0255'0.9 MILE SOUTH ALONG THE DENVER AND SALT LAKE RAILWAY FROM THE STATION
 LM0255'AT YAMPA, 5 POLES SOUTH OF MILEPOST 161, 117 FEET NORTH OF THE ONE
 LM0255'MILE TO YAMPA SIGN, 45 FEET EAST OF THE EAST RAIL, 44 FEET SOUTH OF
 LM0255'THE CENTER OF A CROSS ROAD, 12 FEET SOUTH OF THE FENCE PARALLELING THE
 LM0255'ROAD, AND 3 FEET WEST OF THE RIGHT-OF-WAY FENCE.
 LM0255
 LM0255                          STATION RECOVERY (1997)
 LM0255
 LM0255'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 LM0255'THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) SOUTH-SOUTHEAST OF
 LM0255'PHIPPSBURG, 2.5 MI (4.0 KM) NORTH-NORTHWEST OF TRAPPER AND 1.5 MI (2.4
 LM0255'KM) SOUTHEAST OF YAMPA, IN THE SOUTHEAST 1/4 OF SECTION 14, T 2 N, R
 LM0255'85 W, AT STATE HIGHWAY 131 MILEPOST 41.1.  OWNERSHIP--RAILROAD
 LM0255'RIGHT-OF-WAY  TO REACH THE STATION FROM THE INTERSECTION OF COUNTY
 LM0255'ROADS 8 AND 17, STATE HIGHWAY 131 AND MAIN STREET ON THE NORTHSIDE OF
 LM0255'YAMPA, GO SOUTHERLY FOR 1.6 MI (2.6 KM) TO A SIDE ROAD LEFT, COUNTY
 LM0255'ROAD 6D AND THE STATION ON THE LEFT  THE MARK IS A STANDARD DISK SET
 LM0255'IN THE TOP OF A SQUARE 30 CM CONCRETE POST PROJECTING 5 CM ABOVE THE
 LM0255'GROUND.  IT IS 47.0 M (154.2 FT) EAST FROM THE CENTER LINE OF STATE
 LM0255'HIGHWAY 131, 14.7 M (48.2 FT) EAST FROM THE CENTER OF THE NEAR RAIL,
 LM0255'12.3 M (40.4 FT) SOUTH FROM THE CENTER OF A DIRT ROAD (ROUTT COUNTY
 LM0255'ROAD 6D) , 3.7 M (12.1 FT) SOUTH FROM A FENCE CORNER, 0.9 M (3.0 FT)
 LM0255'WEST-NORTHWEST FROM A RIGHT-OF-WAY FENCE, 0.7 M (2.3 FT) WEST FROM A
 LM0255'CODOT WITNESS POST AND 0.4 M (1.3 FT) SOUTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0387 ***********************************************************************
 JK0387  DESIGNATION -  C 290
 JK0387  PID         -  JK0387
 JK0387  STATE/COUNTY-  CO/PARK
 JK0387  USGS QUAD   -  WITCHER MOUNTAIN (1984)
 JK0387
 JK0387                         *CURRENT SURVEY CONTROL
 JK0387  ___________________________________________________________________
 JK0387* NAD 83(1986)-  38 47 14.     (N)    105 27 33.     (W)     SCALED    
 JK0387* NAVD 88     -      2668.194  (meters)    8753.90   (feet)  ADJUSTED  
 JK0387  ___________________________________________________________________
 JK0387  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 JK0387  DYNAMIC HT  -        2664.922 (meters)    8743.16  (feet)  COMP
 JK0387  MODELED GRAV-     979,304.3   (mgal)                       NAVD 88
 JK0387
 JK0387  VERT ORDER  -  SECOND    CLASS 0
 JK0387
 JK0387.The horizontal coordinates were scaled from a topographic map and have
 JK0387.an estimated accuracy of +/- 6 seconds.
 JK0387
 JK0387.The orthometric height was determined by differential leveling
 JK0387.and adjusted by the National Geodetic Survey in June 1991..
 JK0387
 JK0387.The geoid height was determined by GEOID03.
 JK0387
 JK0387.The dynamic height is computed by dividing the NAVD 88
 JK0387.geopotential number by the normal gravity value computed on the
 JK0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0387.degrees latitude (g = 980.6199 gals.).
 JK0387
 JK0387.The modeled gravity was interpolated from observed gravity values.
 JK0387
 JK0387;                    North         East    Units  Estimated Accuracy
 JK0387;SPC CO C     -   410,690.      917,950.      MT  (+/- 180 meters Scaled)
 JK0387
 JK0387                          SUPERSEDED SURVEY CONTROL
 JK0387
 JK0387  NGVD 29 (??/??/92) 2666.810  (m)         8749.36   (f) ADJ UNCH    2 0
 JK0387
 JK0387.Superseded values are not recommended for survey control.
 JK0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0387.See file dsdata.txt to determine how the superseded data were derived.
 JK0387
 JK0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC601932(NAD 83)
 JK0387_MARKER: DB = BENCH MARK DISK
 JK0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0387_STAMPING: C 290 1951
 JK0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0387+STABILITY: SURFACE MOTION
 JK0387
 JK0387  HISTORY     - Date     Condition        Report By
 JK0387  HISTORY     - 1951     MONUMENTED       CGS
 JK0387
 JK0387                          STATION DESCRIPTION
 JK0387
 JK0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0387'5 MI NE FROM GUFFEY.
 JK0387'5.05 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 JK0387'GUFFEY, 185 FEET NORTHWEST OF THE CENTER OF A CATTLE GUARD, 178
 JK0387'FEET NORTHWEST OF THE CENTER OF A JUNCTION WITH A DIRT ROAD LEADING
 JK0387'SOUTH, 138 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD, 120
 JK0387'FEET WEST OF A FENCE CORNER, 9 FEET SOUTH OF A FENCE, 3 FEET EAST
 JK0387'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 JK0387'0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0397 ***********************************************************************
 JK0397  DESIGNATION -  C 291
 JK0397  PID         -  JK0397
 JK0397  STATE/COUNTY-  CO/TELLER
 JK0397  USGS QUAD   -  WRIGHTS RESERVOIR (1994)
 JK0397
 JK0397                         *CURRENT SURVEY CONTROL
 JK0397  ___________________________________________________________________
 JK0397* NAD 83(1986)-  38 46 22.     (N)    105 18 01.     (W)     SCALED    
 JK0397* NAVD 88     -      2419.448  (meters)    7937.81   (feet)  ADJUSTED  
 JK0397  ___________________________________________________________________
 JK0397  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 JK0397  DYNAMIC HT  -        2416.601 (meters)    7928.47  (feet)  COMP
 JK0397  MODELED GRAV-     979,363.6   (mgal)                       NAVD 88
 JK0397
 JK0397  VERT ORDER  -  SECOND    CLASS 0
 JK0397
 JK0397.The horizontal coordinates were scaled from a topographic map and have
 JK0397.an estimated accuracy of +/- 6 seconds.
 JK0397
 JK0397.The orthometric height was determined by differential leveling
 JK0397.and adjusted by the National Geodetic Survey in June 1991..
 JK0397
 JK0397.The geoid height was determined by GEOID03.
 JK0397
 JK0397.The dynamic height is computed by dividing the NAVD 88
 JK0397.geopotential number by the normal gravity value computed on the
 JK0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0397.degrees latitude (g = 980.6199 gals.).
 JK0397
 JK0397.The modeled gravity was interpolated from observed gravity values.
 JK0397
 JK0397;                    North         East    Units  Estimated Accuracy
 JK0397;SPC CO C     -   409,110.      931,760.      MT  (+/- 180 meters Scaled)
 JK0397
 JK0397                          SUPERSEDED SURVEY CONTROL
 JK0397
 JK0397  NGVD 29 (??/??/92) 2418.183  (m)         7933.66   (f) ADJ UNCH    2 0
 JK0397
 JK0397.Superseded values are not recommended for survey control.
 JK0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0397.See file dsdata.txt to determine how the superseded data were derived.
 JK0397
 JK0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC739916(NAD 83)
 JK0397_MARKER: DB = BENCH MARK DISK
 JK0397_SETTING: 80 = SET IN A BOULDER
 JK0397_SP_SET: BOULDER
 JK0397_STAMPING: C 291 1951
 JK0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0397+STABILITY: SURFACE MOTION
 JK0397
 JK0397  HISTORY     - Date     Condition        Report By
 JK0397  HISTORY     - 1951     MONUMENTED       CGS
 JK0397  HISTORY     - 1959     GOOD             USGS
 JK0397  HISTORY     - 20040627 MARK NOT FOUND   GEOCAC
 JK0397
 JK0397                          STATION DESCRIPTION
 JK0397
 JK0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0397'13 MI SW FROM CRIPPLE CREEK.
 JK0397'8.4 MILES NORTHWEST ALONG STATE HIGHWAY 143 FROM THE COURTHOUSE AT
 JK0397'CRIPPLE CREEK, THENCE 4.0 MILES SOUTHWEST ALONG STATE HIGHWAY 299,
 JK0397'THENCE, 0.65 MILE WEST ALONG A GRAVELED ROAD, 200 FEET NORTHEAST OF
 JK0397'A JOG IN THE RIGHT OF WAY FENCE, 45 FEET SOUTHEAST OF THE CENTER
 JK0397'LINE OF A GRAVELED ROAD, 30 FEET SOUTH OF A LONE 24 INCH PINE TREE,
 JK0397'18 FEET SOUTHEAST OF A FENCE, 10 FEET ABOVE THE LEVEL OF THE ROAD,
 JK0397'2 FEET ABOVE THE GROUND, SET IN THE TOP OF A 3X6 FOOT GRANITE BOULDER.
 JK0397'0.9 MILE EAST OF BENCH MARK M 290.
 JK0397
 JK0397                          STATION RECOVERY (1959)
 JK0397
 JK0397'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 JK0397'RECOVERED IN GOOD CONDITION.
 JK0397
 JK0397                          STATION RECOVERY (2004)
 JK0397
 JK0397'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 JK0397'ROADS HAVE BEEN PAVED.  FENCE LINE DESTROYED.  MANY PINE TREES IN
 JK0397'AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0771 ***********************************************************************
 JK0771  DESIGNATION -  C 292
 JK0771  PID         -  JK0771
 JK0771  STATE/COUNTY-  CO/TELLER
 JK0771  USGS QUAD   -  MOUNT BIG CHIEF (1994)
 JK0771
 JK0771                         *CURRENT SURVEY CONTROL
 JK0771  ___________________________________________________________________
 JK0771* NAD 83(1992)-  38 44 05.72360(N)    104 57 44.44515(W)     ADJUSTED  
 JK0771* NAVD 88     -      3008.148  (meters)    9869.23   (feet)  ADJUSTED  
 JK0771  ___________________________________________________________________
 JK0771  X           -  -1,286,822.966 (meters)                     COMP
 JK0771  Y           -  -4,815,144.293 (meters)                     COMP
 JK0771  Z           -   3,971,277.644 (meters)                     COMP
 JK0771  LAPLACE CORR-         -17.63  (seconds)                    DEFLEC99
 JK0771  ELLIP HEIGHT-        2992.43  (meters)          (12/03/02) GPS OBS
 JK0771  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 JK0771  DYNAMIC HT  -        3004.301 (meters)    9856.61  (feet)  COMP
 JK0771  MODELED GRAV-     979,238.3   (mgal)                       NAVD 88
 JK0771
 JK0771  HORZ ORDER  -  FIRST
 JK0771  VERT ORDER  -  SECOND    CLASS 0
 JK0771  ELLP ORDER  -  FOURTH    CLASS II
 JK0771
 JK0771.The horizontal coordinates were established by GPS observations
 JK0771.and adjusted by the National Geodetic Survey in October 1997..
 JK0771
 JK0771.The orthometric height was determined by differential leveling
 JK0771.and adjusted by the National Geodetic Survey in June 1991..
 JK0771
 JK0771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK0771
 JK0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0771
 JK0771.The ellipsoidal height was determined by GPS observations
 JK0771.and is referenced to NAD 83.
 JK0771
 JK0771.The geoid height was determined by GEOID03.
 JK0771
 JK0771.The dynamic height is computed by dividing the NAVD 88
 JK0771.geopotential number by the normal gravity value computed on the
 JK0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0771.degrees latitude (g = 980.6199 gals.).
 JK0771
 JK0771.The modeled gravity was interpolated from observed gravity values.
 JK0771
 JK0771;                    North         East     Units Scale Factor Converg.
 JK0771;SPC CO C     -   405,021.792   961,147.834   MT  0.99995620   +0 20 20.7
 JK0771;SPC CO C     - 1,328,809.00  3,153,365.85   sFT  0.99995620   +0 20 20.7
 JK0771;UTM  13      - 4,287,362.071   503,272.668   MT  0.99960013   +0 01 24.8
 JK0771
 JK0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0771!SPC CO C     -   0.99953070  x   0.99995620  =   0.99948693
 JK0771!UTM  13      -   0.99953070  x   0.99960013  =   0.99913102
 JK0771
 JK0771                          SUPERSEDED SURVEY CONTROL
 JK0771
 JK0771  ELLIP H (10/31/97) 2992.44   (m)                       GP(       ) 4 1
 JK0771  NAVD 88 (10/31/97) 3008.15   (m)         9869.2    (f) LEVELING    3  
 JK0771  NGVD 29 (??/??/92) 3006.711  (m)         9864.52   (f) ADJ UNCH    2 0
 JK0771
 JK0771.Superseded values are not recommended for survey control.
 JK0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0771.See file dsdata.txt to determine how the superseded data were derived.
 JK0771
 JK0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC0327387362(NAD 83)
 JK0771_MARKER: DB = BENCH MARK DISK
 JK0771_SETTING: 66 = SET IN ROCK OUTCROP
 JK0771_SP_SET: BOULDER
 JK0771_STAMPING: C 292 1951
 JK0771_MARK LOGO: CGS   
 JK0771_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK0771_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0771+STABILITY: POSITION/ELEVATION WELL
 JK0771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0771+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1996
 JK0771
 JK0771  HISTORY     - Date     Condition        Report By
 JK0771  HISTORY     - 1951     MONUMENTED       CGS
 JK0771  HISTORY     - 19541118 GOOD             CGS
 JK0771  HISTORY     - 19960827 GOOD             CODOT
 JK0771  HISTORY     - 20040909 POOR             CODOT
 JK0771
 JK0771                          STATION DESCRIPTION
 JK0771
 JK0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JK0771'1.9 MILES (3.1 KM) NORTH ALONG STATE HIGHWAY 67 FROM THE COURTHOUSE IN
 JK0771'CRIPPLE CREEK, THENCE 17.75 MILES (28.57 KM) EAST ALONG STATE HIGHWAY
 JK0771'336, 0.2 MILE (0.3 KM) NORTH OF A GRAVELED ROAD LEADING EAST, 60 FEET
 JK0771'(18.3 M) WEST OF THE CENTERLINE OF THE HIGHWAY, 10 FEET (3.0 M) ABOVE
 JK0771'THE LEVEL OF THE HIGHWAY, 2 FEET (0.6 M) ABOVE THE GROUND, SET IN THE
 JK0771'TOP OF THE NORTHWEST END OF A 5 BY 8 FOOT (2.4 M) GRANITE BOULDER.
 JK0771
 JK0771                          STATION RECOVERY (1996)
 JK0771
 JK0771'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (RSC)
 JK0771'THE STATION IS LOCATED ABOUT 10.5 MI (16.9 KM) EAST OF CRIPLE CREEK, 8
 JK0771'MI (12.9 KM) EAST-NORTHEAST OF VICTOR AND 2.65 MI (4.26 KM) WEST OF
 JK0771'THE EL PASO-TELLER COUNTY LINE, IN THE NORTHEAST 1/4 OF SECTION 23, T
 JK0771'15 S, R 68 W.  OWNERSHIP--TELLER COUNTY RIGHT-OF-WAY  TO REACH THE
 JK0771'STATION FROM THE INTERSECTION OF STATE HIGHWAY 67 AND TELLER COUNTY
 JK0771'ROAD 81 ABOUT 3.5 AIRLINE MILES NORTHEAST FROM CRIPPLE CREEK AT THE
 JK0771'TINY TOWN OF GILLETT, GO SOUTH ON TELLER COUNTY ROAD 81 FOR 3.1 MI
 JK0771'(5.0 KM) TO A SIDE ROAD LEFT, TELLER COUNTY ROAD 8.  GOLD CAMP ROAD.
 JK0771'TURN LEFT, EAST, ON TELLER COUNTY ROAD 8, GOLD CAMP ROAD, FOR 14.25 MI
 JK0771'(22.93 KM) TO THE STATION ON THE LEFT  THE MARK IS A STANDARD DISK SET
 JK0771'IN A DRILL HOLE IN A 2 M (6.6 FT) BY 3 M (9.8 FT) GRANITE OUTCROP, SET
 JK0771'IN THE NORTHWEST END AND 0.5 M (1.6 FT) ABOVE THE GROUND.  IT IS 15.0
 JK0771'M (49.2 FT) WEST FROM THE CENTER OF TELLER COUNTY ROAD 8 (GOLD CAMP
 JK0771'ROAD) , 3.0 M (9.8 FT) WEST FROM A PINE TREE STUMP, 0.6 M (2.0 FT)
 JK0771'EAST FROM A WITNESS POST AND ABOUT 4 M (13.1 FT) ABOVE THE ROAD  THE
 JK0771'DISK HAS BEEN DAMAGED ON ONE SIDE BY SOMEBODY TRYING TO GET THE DISK
 JK0771'OUT.  THIS DOES NOT APPEAR TO HAVE DAMAGED THE STABILITY OF THE DISK
 JK0771'OR THE ACCURACY OF THE ELEVATION.  A CRACK CAN BE FOUND ON THE DISK
 JK0771'AND ABOUT ONE THIRD OF THE DISK IS AFFECTED.
 JK0771
 JK0771                          STATION RECOVERY (2004)
 JK0771
 JK0771'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2004
 JK0771'MONUMENT WAS STILL STABLE, BUT ONE EDGE OF THE CAP WAS LOOSE.  APPLIED
 JK0771'CONCRETE AROUND THE EDGES OF THE CAP TO STABILIZE THE EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0770 ***********************************************************************
 JK0770  DESIGNATION -  C 293
 JK0770  PID         -  JK0770
 JK0770  STATE/COUNTY-  CO/TELLER
 JK0770  USGS QUAD   -  MOUNT BIG CHIEF (1994)
 JK0770
 JK0770                         *CURRENT SURVEY CONTROL
 JK0770  ___________________________________________________________________
 JK0770* NAD 83(1986)-  38 43 56.     (N)    104 56 34.     (W)     SCALED    
 JK0770* NAVD 88     -      3013.783  (meters)    9887.72   (feet)  ADJUSTED  
 JK0770  ___________________________________________________________________
 JK0770  GEOID HEIGHT-         -15.88  (meters)                     GEOID03
 JK0770  DYNAMIC HT  -        3009.979 (meters)    9875.24  (feet)  COMP
 JK0770  MODELED GRAV-     979,254.4   (mgal)                       NAVD 88
 JK0770
 JK0770  VERT ORDER  -  SECOND    CLASS 0
 JK0770
 JK0770.The horizontal coordinates were scaled from a topographic map and have
 JK0770.an estimated accuracy of +/- 6 seconds.
 JK0770
 JK0770.The orthometric height was determined by differential leveling
 JK0770.and adjusted by the National Geodetic Survey in June 1991..
 JK0770
 JK0770.The geoid height was determined by GEOID03.
 JK0770
 JK0770.The dynamic height is computed by dividing the NAVD 88
 JK0770.geopotential number by the normal gravity value computed on the
 JK0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0770.degrees latitude (g = 980.6199 gals.).
 JK0770
 JK0770.The modeled gravity was interpolated from observed gravity values.
 JK0770
 JK0770;                    North         East    Units  Estimated Accuracy
 JK0770;SPC CO C     -   404,730.      962,850.      MT  (+/- 180 meters Scaled)
 JK0770
 JK0770                          SUPERSEDED SURVEY CONTROL
 JK0770
 JK0770  NGVD 29 (??/??/92) 3012.396  (m)         9883.17   (f) ADJ UNCH    2 0
 JK0770
 JK0770.Superseded values are not recommended for survey control.
 JK0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0770.See file dsdata.txt to determine how the superseded data were derived.
 JK0770
 JK0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC049870(NAD 83)
 JK0770_MARKER: DB = BENCH MARK DISK
 JK0770_SETTING: 80 = SET IN A BOULDER
 JK0770_SP_SET: BOULDER
 JK0770_STAMPING: C 293 1951
 JK0770_MARK LOGO: CGS   
 JK0770_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0770+STABILITY: SURFACE MOTION
 JK0770
 JK0770  HISTORY     - Date     Condition        Report By
 JK0770  HISTORY     - 1951     MONUMENTED       CGS
 JK0770  HISTORY     - 19541118 GOOD             CGS
 JK0770
 JK0770                          STATION DESCRIPTION
 JK0770
 JK0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JK0770'2.6 MILES (4.2 KM) NORTHWEST ALONG US HIGHWAY 24 FROM THE POST OFFICE
 JK0770'IN COLORADO SPRINGS, THENCE 1.6 MILES (2.6 KM) SOUTHWEST ALONG STATE
 JK0770'HIGHWAY 336, THENCE 5.35 MILES (8.61 KM) SOUTHWEST ALONG A GRAVELED
 JK0770'ROAD, THENCE 12.2 MILES (19.6 KM) SOUTHWEST ALONG STATE HIGHWAY 336,
 JK0770'1.0 MILE (1.6 KM) NORTHEAST OF BENCH MARK D 292, 150 FEET (45.7 M)
 JK0770'NORTH OF THE CENTERLINE OF A GRAVELED CROSS ROAD, 115 FEET (35.1 M)
 JK0770'NORTHEAST OF TELEPHONE POLE 411, 42 FEET (12.8 M) EAST OF THE
 JK0770'CENTERLINE OF A NORTHWEST AND SOUTHEAST GRAVELED ROAD, 15 FEET
 JK0770'(4.6 M) ABOVE THE LEVEL OF THE ROAD, 0.8 FOOT (24.4 CM) ABOVE THE
 JK0770'GROUND, SET IN THE TOP OF THE CENTER OF A 4 BY 4 FOOT (1.2 M) GRANITE
 JK0770'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0257 ***********************************************************************
 KK0257  DESIGNATION -  C 294
 KK0257  PID         -  KK0257
 KK0257  STATE/COUNTY-  CO/EL PASO
 KK0257  USGS QUAD   -  PALMER LAKE (1994)
 KK0257
 KK0257                         *CURRENT SURVEY CONTROL
 KK0257  ___________________________________________________________________
 KK0257* NAD 83(1986)-  39 03 30.     (N)    104 58 36.     (W)     SCALED    
 KK0257* NAVD 88     -      2829.588  (meters)    9283.41   (feet)  ADJUSTED  
 KK0257  ___________________________________________________________________
 KK0257  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 KK0257  DYNAMIC HT  -        2826.244 (meters)    9272.44  (feet)  COMP
 KK0257  MODELED GRAV-     979,341.0   (mgal)                       NAVD 88
 KK0257
 KK0257  VERT ORDER  -  SECOND    CLASS 0
 KK0257
 KK0257.The horizontal coordinates were scaled from a topographic map and have
 KK0257.an estimated accuracy of +/- 6 seconds.
 KK0257
 KK0257.The orthometric height was determined by differential leveling
 KK0257.and adjusted by the National Geodetic Survey in June 1991..
 KK0257
 KK0257.The geoid height was determined by GEOID03.
 KK0257
 KK0257.The dynamic height is computed by dividing the NAVD 88
 KK0257.geopotential number by the normal gravity value computed on the
 KK0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0257.degrees latitude (g = 980.6199 gals.).
 KK0257
 KK0257.The modeled gravity was interpolated from observed gravity values.
 KK0257
 KK0257;                    North         East    Units  Estimated Accuracy
 KK0257;SPC CO C     -   440,920.      959,700.      MT  (+/- 180 meters Scaled)
 KK0257
 KK0257                          SUPERSEDED SURVEY CONTROL
 KK0257
 KK0257  NGVD 29 (??/??/92) 2828.295  (m)         9279.16   (f) ADJ UNCH    2 0
 KK0257
 KK0257.Superseded values are not recommended for survey control.
 KK0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0257.See file dsdata.txt to determine how the superseded data were derived.
 KK0257
 KK0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED020232(NAD 83)
 KK0257_MARKER: DB = BENCH MARK DISK
 KK0257_SETTING: 80 = SET IN A BOULDER
 KK0257_STAMPING: C 294 1952
 KK0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0257+STABILITY: SURFACE MOTION
 KK0257
 KK0257  HISTORY     - Date     Condition        Report By
 KK0257  HISTORY     - 1952     MONUMENTED       CGS
 KK0257  HISTORY     - 19841127 MARK NOT FOUND   USGS
 KK0257
 KK0257                          STATION DESCRIPTION
 KK0257
 KK0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0257'10.4 MI W FROM MONUMENT.
 KK0257'0.9 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE GRADE SCHOOL AT
 KK0257'MONUMENT, THENCE 9.55 MILES WEST ALONG A GRAVELED ROAD, 0.2 MILE
 KK0257'SOUTHWEST OF A PONDEROSA PINE SIGN, 45 FEET SOUTHEAST OF THE
 KK0257'CENTER LINE OF THE ROAD, ON THE OUTSIDE OF A CURVE IN THE ROAD,
 KK0257'SET IN THE TOP OF THE NORTH END OF A 50 X 50 FOOT GRANITE BOULDER
 KK0257'OVERLOOKING A DEEP VALLEY.
 KK0257
 KK0257                          STATION RECOVERY (1984)
 KK0257
 KK0257'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 KK0257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0285 ***********************************************************************
 KK0285  DESIGNATION -  C 295
 KK0285  PID         -  KK0285
 KK0285  STATE/COUNTY-  CO/EL PASO
 KK0285  USGS QUAD   -  EASTONVILLE (1975)
 KK0285
 KK0285                         *CURRENT SURVEY CONTROL
 KK0285  ___________________________________________________________________
 KK0285* NAD 83(1986)-  39 04 17.     (N)    104 37 06.     (W)     SCALED    
 KK0285* NAVD 88     -      2252.415  (meters)    7389.80   (feet)  ADJUSTED  
 KK0285  ___________________________________________________________________
 KK0285  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 KK0285  DYNAMIC HT  -        2249.867 (meters)    7381.44  (feet)  COMP
 KK0285  MODELED GRAV-     979,414.9   (mgal)                       NAVD 88
 KK0285
 KK0285  VERT ORDER  -  SECOND    CLASS 0
 KK0285
 KK0285.The horizontal coordinates were scaled from a topographic map and have
 KK0285.an estimated accuracy of +/- 6 seconds.
 KK0285
 KK0285.The orthometric height was determined by differential leveling
 KK0285.and adjusted by the National Geodetic Survey in June 1991..
 KK0285
 KK0285.The geoid height was determined by GEOID03.
 KK0285
 KK0285.The dynamic height is computed by dividing the NAVD 88
 KK0285.geopotential number by the normal gravity value computed on the
 KK0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0285.degrees latitude (g = 980.6199 gals.).
 KK0285
 KK0285.The modeled gravity was interpolated from observed gravity values.
 KK0285
 KK0285;                    North         East    Units  Estimated Accuracy
 KK0285;SPC CO C     -   442,600.      990,700.      MT  (+/- 180 meters Scaled)
 KK0285
 KK0285                          SUPERSEDED SURVEY CONTROL
 KK0285
 KK0285  NGVD 29 (??/??/92) 2251.177  (m)         7385.74   (f) ADJ UNCH    2 0
 KK0285
 KK0285.Superseded values are not recommended for survey control.
 KK0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0285.See file dsdata.txt to determine how the superseded data were derived.
 KK0285
 KK0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED330247(NAD 83)
 KK0285_MARKER: DB = BENCH MARK DISK
 KK0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0285_STAMPING: C 295 1952
 KK0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0285+STABILITY: SURFACE MOTION
 KK0285
 KK0285  HISTORY     - Date     Condition        Report By
 KK0285  HISTORY     - 1952     MONUMENTED       CGS
 KK0285
 KK0285                          STATION DESCRIPTION
 KK0285
 KK0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0285'3.6 MI W FROM EASTONVILLE.
 KK0285'3.6 MILES WEST ALONG STATE HIGHWAY 50 FROM THE GRADE SCHOOL AT
 KK0285'EASTONVILLE, 0.1 MILE EAST OF A FENCE LEADING NORTH, 180 FEET EAST
 KK0285'OF THE NORTH END OF A 24 INCH PIPE CULVERT, 34 FEET NORTH OF THE
 KK0285'CENTER LINE OF THE HIGHWAY, 30 FEET NORTHEAST OF A LONE 18 INCH
 KK0285'PINE TREE, 1 FOOT SOUTH OF A FENCE, 3 FEET WEST OF A WITNESS POST
 KK0285'SET IN THE TOP OF A CONCRETE POST, WHICH PROJECTS 0.8 FT ABOVE THE
 KK0285'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0265 ***********************************************************************
 LM0265  DESIGNATION -  C 296
 LM0265  PID         -  LM0265
 LM0265  STATE/COUNTY-  CO/GRAND
 LM0265  USGS QUAD   -  RABBIT EARS PEAK (1956)
 LM0265
 LM0265                         *CURRENT SURVEY CONTROL
 LM0265  ___________________________________________________________________
 LM0265* NAD 83(1986)-  40 23 04.     (N)    106 35 35.     (W)     SCALED    
 LM0265* NAVD 88     -      2712.359  (meters)    8898.80   (feet)  ADJUSTED  
 LM0265  ___________________________________________________________________
 LM0265  GEOID HEIGHT-         -11.98  (meters)                     GEOID03
 LM0265  DYNAMIC HT  -        2709.387 (meters)    8889.05  (feet)  COMP
 LM0265  MODELED GRAV-     979,430.5   (mgal)                       NAVD 88
 LM0265
 LM0265  VERT ORDER  -  SECOND    CLASS 0
 LM0265
 LM0265.The horizontal coordinates were scaled from a topographic map and have
 LM0265.an estimated accuracy of +/- 6 seconds.
 LM0265
 LM0265.The orthometric height was determined by differential leveling
 LM0265.and adjusted by the National Geodetic Survey in June 1991..
 LM0265
 LM0265.The geoid height was determined by GEOID03.
 LM0265
 LM0265.The dynamic height is computed by dividing the NAVD 88
 LM0265.geopotential number by the normal gravity value computed on the
 LM0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0265.degrees latitude (g = 980.6199 gals.).
 LM0265
 LM0265.The modeled gravity was interpolated from observed gravity values.
 LM0265
 LM0265;                    North         East    Units  Estimated Accuracy
 LM0265;SPC CO N     -   422,080.      821,590.      MT  (+/- 180 meters Scaled)
 LM0265
 LM0265                          SUPERSEDED SURVEY CONTROL
 LM0265
 LM0265  NGVD 29 (??/??/92) 2710.953  (m)         8894.18   (f) ADJ UNCH    2 0
 LM0265
 LM0265.Superseded values are not recommended for survey control.
 LM0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0265.See file dsdata.txt to determine how the superseded data were derived.
 LM0265
 LM0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE647716(NAD 83)
 LM0265_MARKER: DB = BENCH MARK DISK
 LM0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0265_STAMPING: C 296 1951
 LM0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0265+STABILITY: SURFACE MOTION
 LM0265
 LM0265  HISTORY     - Date     Condition        Report By
 LM0265  HISTORY     - 1951     MONUMENTED       CGS
 LM0265
 LM0265                          STATION DESCRIPTION
 LM0265
 LM0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LM0265'27.75 MI NW FROM KREMMLING.
 LM0265'27.75 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LM0265'KREMMLING, 1.0 MILE NORTHWEST OF A JUNCTION WITH STATE HIGHWAY 14, 0.3
 LM0265'MILE SOUTH OF SMALL LAKE, AT A JUNCTION WITH A TRACK ROAD LEADING
 LM0265'SOUTHEAST, 83 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 19 FEET
 LM0265'SOUTHWEST OF THE CENTER LINE OF THE TRACK ROAD, SET IN THE TOP OF A
 LM0265'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0213 ***********************************************************************
 LM0213  DESIGNATION -  C 297
 LM0213  PID         -  LM0213
 LM0213  STATE/COUNTY-  CO/GRAND
 LM0213  USGS QUAD   -  KREMMLING (1981)
 LM0213
 LM0213                         *CURRENT SURVEY CONTROL
 LM0213  ___________________________________________________________________
 LM0213* NAD 83(1986)-  40 06 17.     (N)    106 25 28.     (W)     SCALED    
 LM0213* NAVD 88     -      2312.642  (meters)    7587.39   (feet)  ADJUSTED  
 LM0213  ___________________________________________________________________
 LM0213  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 LM0213  DYNAMIC HT  -        2310.176 (meters)    7579.30  (feet)  COMP
 LM0213  MODELED GRAV-     979,476.2   (mgal)                       NAVD 88
 LM0213
 LM0213  VERT ORDER  -  SECOND    CLASS 0
 LM0213
 LM0213.The horizontal coordinates were scaled from a topographic map and have
 LM0213.an estimated accuracy of +/- 6 seconds.
 LM0213
 LM0213.The orthometric height was determined by differential leveling
 LM0213.and adjusted by the National Geodetic Survey in June 1991..
 LM0213
 LM0213.The geoid height was determined by GEOID03.
 LM0213
 LM0213.The dynamic height is computed by dividing the NAVD 88
 LM0213.geopotential number by the normal gravity value computed on the
 LM0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0213.degrees latitude (g = 980.6199 gals.).
 LM0213
 LM0213.The modeled gravity was interpolated from observed gravity values.
 LM0213
 LM0213;                    North         East    Units  Estimated Accuracy
 LM0213;SPC CO N     -   390,860.      835,590.      MT  (+/- 180 meters Scaled)
 LM0213
 LM0213                          SUPERSEDED SURVEY CONTROL
 LM0213
 LM0213  NGVD 29 (??/??/92) 2311.330  (m)         7583.09   (f) ADJ UNCH    2 0
 LM0213
 LM0213.Superseded values are not recommended for survey control.
 LM0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0213.See file dsdata.txt to determine how the superseded data were derived.
 LM0213
 LM0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE785403(NAD 83)
 LM0213_MARKER: DB = BENCH MARK DISK
 LM0213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0213_SP_SET: CULVERT
 LM0213_STAMPING: C 297 1951
 LM0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0213
 LM0213  HISTORY     - Date     Condition        Report By
 LM0213  HISTORY     - 1951     MONUMENTED       CGS
 LM0213
 LM0213                          STATION DESCRIPTION
 LM0213
 LM0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LM0213'3.6 MI NW FROM KREMMLING.
 LM0213'3.6 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LM0213'KREMMLING, 274 FEET SOUTHEAST OF A 21 FOOT WOODEN BRIDGE, 24 FEET
 LM0213'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 21 FEET SOUTHEAST OF THE
 LM0213'CENTER LINE OF A PRIVATE DRIVEWAY LEADING SOUTHWEST, SET IN THE TOP OF
 LM0213'THE CENTER OF THE SOUTHWEST HEADWALL OF A 6 FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0050 ***********************************************************************
 KL0050  DESIGNATION -  C 298
 KL0050  PID         -  KL0050
 KL0050  STATE/COUNTY-  CO/SUMMIT
 KL0050  USGS QUAD   -  SQUAW CREEK (1987)
 KL0050
 KL0050                         *CURRENT SURVEY CONTROL
 KL0050  ___________________________________________________________________
 KL0050* NAD 83(1986)-  39 45 44.     (N)    106 08 34.     (W)     SCALED    
 KL0050* NAVD 88     -      2523.984  (meters)    8280.77   (feet)  ADJUSTED  
 KL0050  ___________________________________________________________________
 KL0050  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 KL0050  DYNAMIC HT  -        2521.010 (meters)    8271.01  (feet)  COMP
 KL0050  MODELED GRAV-     979,357.7   (mgal)                       NAVD 88
 KL0050
 KL0050  VERT ORDER  -  SECOND    CLASS 0
 KL0050
 KL0050.The horizontal coordinates were scaled from a topographic map and have
 KL0050.an estimated accuracy of +/- 6 seconds.
 KL0050
 KL0050.The orthometric height was determined by differential leveling
 KL0050.and adjusted by the National Geodetic Survey in June 1991..
 KL0050
 KL0050.The geoid height was determined by GEOID03.
 KL0050
 KL0050.The dynamic height is computed by dividing the NAVD 88
 KL0050.geopotential number by the normal gravity value computed on the
 KL0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0050.degrees latitude (g = 980.6199 gals.).
 KL0050
 KL0050.The modeled gravity was interpolated from observed gravity values.
 KL0050
 KL0050;                    North         East    Units  Estimated Accuracy
 KL0050;SPC CO C     -   519,120.      859,320.      MT  (+/- 180 meters Scaled)
 KL0050
 KL0050                          SUPERSEDED SURVEY CONTROL
 KL0050
 KL0050  NGVD 29 (??/??/92) 2522.475  (m)         8275.82   (f) ADJ UNCH    2 0
 KL0050
 KL0050.Superseded values are not recommended for survey control.
 KL0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0050.See file dsdata.txt to determine how the superseded data were derived.
 KL0050
 KL0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE021019(NAD 83)
 KL0050_MARKER: DB = BENCH MARK DISK
 KL0050_SETTING: 80 = SET IN A BOULDER
 KL0050_SP_SET: BOULDER
 KL0050_STAMPING: C 298 1951
 KL0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0050+STABILITY: SURFACE MOTION
 KL0050
 KL0050  HISTORY     - Date     Condition        Report By
 KL0050  HISTORY     - 1951     MONUMENTED       CGS
 KL0050  HISTORY     - 1959     MARK NOT FOUND   NGS
 KL0050
 KL0050                          STATION DESCRIPTION
 KL0050
 KL0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0050'12.1 MI NW FROM DILLON.
 KL0050'12.1 MILES NORTHWEST ALONG STATE HIGHWAY 9 FROM THE PUBLIC SCHOOL AT
 KL0050'DILLON, 0.4 MILE NORTHWEST OF A STEEL BRIDGE OVER THE BLUE RIVER, 24
 KL0050'FEET NORTHEAST OF THE NORTHEAST BANK OF THE BLUE RIVER, 42 FEET
 KL0050'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 0.5 MILE SOUTHEAST OF THE
 KL0050'E.C. PEABODY CLOVER MEADOWS RANCH, 3 FEET BELOW THE LEVEL OF THE
 KL0050'HIGHWAY, SET IN THE TOP OF A GRANITE BOULDER WHICH PROJECTS 0.5 FOOT
 KL0050'ABOVE THE GROUND.  NOTE-- A BULLDOZER HAS BEEN OVER THIS AREA.
 KL0050
 KL0050                          STATION RECOVERY (1959)
 KL0050
 KL0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KL0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0201 ***********************************************************************
 LM0201  DESIGNATION -  C 299
 LM0201  PID         -  LM0201
 LM0201  STATE/COUNTY-  CO/GRAND
 LM0201  USGS QUAD   -  KREMMLING (1981)
 LM0201
 LM0201                         *CURRENT SURVEY CONTROL
 LM0201  ___________________________________________________________________
 LM0201* NAD 83(1986)-  40 00 32.     (N)    106 22 32.     (W)     SCALED    
 LM0201* NAVD 88     -      2277.579  (meters)    7472.36   (feet)  ADJUSTED  
 LM0201  ___________________________________________________________________
 LM0201  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 LM0201  DYNAMIC HT  -        2275.106 (meters)    7464.24  (feet)  COMP
 LM0201  MODELED GRAV-     979,458.6   (mgal)                       NAVD 88
 LM0201
 LM0201  VERT ORDER  -  SECOND    CLASS 0
 LM0201
 LM0201.The horizontal coordinates were scaled from a topographic map and have
 LM0201.an estimated accuracy of +/- 6 seconds.
 LM0201
 LM0201.The orthometric height was determined by differential leveling
 LM0201.and adjusted by the National Geodetic Survey in June 1991..
 LM0201
 LM0201.The geoid height was determined by GEOID03.
 LM0201
 LM0201.The dynamic height is computed by dividing the NAVD 88
 LM0201.geopotential number by the normal gravity value computed on the
 LM0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0201.degrees latitude (g = 980.6199 gals.).
 LM0201
 LM0201.The modeled gravity was interpolated from observed gravity values.
 LM0201
 LM0201;                    North         East    Units  Estimated Accuracy
 LM0201;SPC CO N     -   380,180.      839,650.      MT  (+/- 180 meters Scaled)
 LM0201
 LM0201                          SUPERSEDED SURVEY CONTROL
 LM0201
 LM0201  NGVD 29 (??/??/92) 2276.236  (m)         7467.95   (f) ADJ UNCH    2 0
 LM0201
 LM0201.Superseded values are not recommended for survey control.
 LM0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0201.See file dsdata.txt to determine how the superseded data were derived.
 LM0201
 LM0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE825296(NAD 83)
 LM0201_MARKER: DB = BENCH MARK DISK
 LM0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0201_STAMPING: C 299 1951
 LM0201_MARK LOGO: CGS   
 LM0201_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LM0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0201+STABILITY: SURFACE MOTION
 LM0201
 LM0201  HISTORY     - Date     Condition        Report By
 LM0201  HISTORY     - 1951     MONUMENTED       CGS
 LM0201  HISTORY     - 19930908 GOOD             CODOT
 LM0201
 LM0201                          STATION DESCRIPTION
 LM0201
 LM0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LM0201'4.75 MI SE FROM KREMMLING.
 LM0201'4.75 MILES SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 LM0201'KREMMLING, 111 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.6
 LM0201'FEET WEST OF A FENCE, 1.4 FEET SOUTH OF A WITNESS POST, 21 FEET WEST
 LM0201'OF A FENCE CORNER, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LM0201'0.3 FOOT ABOVE THE GROUND.
 LM0201
 LM0201                          STATION RECOVERY (1993)
 LM0201
 LM0201'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1993 (KW)
 LM0201'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0084 ***********************************************************************
 LK0084  DESIGNATION -  C 30
 LK0084  PID         -  LK0084
 LK0084  STATE/COUNTY-  CO/YUMA
 LK0084  USGS QUAD   -  WRAY (1984)
 LK0084
 LK0084                         *CURRENT SURVEY CONTROL
 LK0084  ___________________________________________________________________
 LK0084* NAD 83(1986)-  40 05 05.     (N)    102 08 30.     (W)     SCALED    
 LK0084* NAVD 88     -      1050.989  (meters)    3448.12   (feet)  ADJUSTED  
 LK0084  ___________________________________________________________________
 LK0084  GEOID HEIGHT-         -22.17  (meters)                     GEOID03
 LK0084  DYNAMIC HT  -        1050.197 (meters)    3445.52  (feet)  COMP
 LK0084  MODELED GRAV-     979,836.3   (mgal)                       NAVD 88
 LK0084
 LK0084  VERT ORDER  -  FIRST     CLASS II
 LK0084
 LK0084.The horizontal coordinates were scaled from a topographic map and have
 LK0084.an estimated accuracy of +/- 6 seconds.
 LK0084
 LK0084.The orthometric height was determined by differential leveling
 LK0084.and adjusted by the National Geodetic Survey in June 1991..
 LK0084
 LK0084.The geoid height was determined by GEOID03.
 LK0084
 LK0084.The dynamic height is computed by dividing the NAVD 88
 LK0084.geopotential number by the normal gravity value computed on the
 LK0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0084.degrees latitude (g = 980.6199 gals.).
 LK0084
 LK0084.The modeled gravity was interpolated from observed gravity values.
 LK0084
 LK0084;                    North         East    Units  Estimated Accuracy
 LK0084;SPC CO N     -   393,650.    1,200,750.      MT  (+/- 180 meters Scaled)
 LK0084
 LK0084                          SUPERSEDED SURVEY CONTROL
 LK0084
 LK0084  NGVD 29 (??/??/92) 1050.519  (m)         3446.58   (f) ADJ UNCH    1 2
 LK0084
 LK0084.Superseded values are not recommended for survey control.
 LK0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0084.See file dsdata.txt to determine how the superseded data were derived.
 LK0084
 LK0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE437410(NAD 83)
 LK0084_MARKER: DB = BENCH MARK DISK
 LK0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0084_STAMPING: 3446.578 C 30 1933
 LK0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0084+STABILITY: SURFACE MOTION
 LK0084
 LK0084  HISTORY     - Date     Condition        Report By
 LK0084  HISTORY     - 1933     MONUMENTED       CGS
 LK0084  HISTORY     - 1942     GOOD             NGS
 LK0084
 LK0084                          STATION DESCRIPTION
 LK0084
 LK0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LK0084'2 MI W FROM LAIRD.
 LK0084'2.0 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 LK0084'THE STATION AT LAIRD, YUMA COUNTY, 5-1/2 POLES WEST OF MILEPOST
 LK0084'373, AT THE CROSSING OF A ROAD LEADING TO A FARMHOUSE, 51 FEET WEST
 LK0084'OF THE CENTERLINE OF THE ROAD, 40 FEET SOUTH OF THE SOUTH RAIL, AND
 LK0084'40 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 54.  A STANDARD
 LK0084'DISK, STAMPED C 30 1933 AND SET IN THE TOP OF A CONCRETE POST
 LK0084'PROJECTING 6 INCHES ABOVE GROUND.  NOW STAMPED 3446.578 C 30 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1106 ***********************************************************************
 KK1106  DESIGNATION -  C 300
 KK1106  PID         -  KK1106
 KK1106  STATE/COUNTY-  CO/SUMMIT
 KK1106  USGS QUAD   -  KEYSTONE (1987)
 KK1106
 KK1106                         *CURRENT SURVEY CONTROL
 KK1106  ___________________________________________________________________
 KK1106* NAD 83(1986)-  39 37 13.     (N)    105 55 26.     (W)     SCALED    
 KK1106* NAVD 88     -      2981.809  (meters)    9782.82   (feet)  ADJUSTED  
 KK1106  ___________________________________________________________________
 KK1106  GEOID HEIGHT-         -12.40  (meters)                     GEOID03
 KK1106  DYNAMIC HT  -        2977.983 (meters)    9770.27  (feet)  COMP
 KK1106  MODELED GRAV-     979,235.1   (mgal)                       NAVD 88
 KK1106
 KK1106  VERT ORDER  -  SECOND    CLASS 0
 KK1106
 KK1106.The horizontal coordinates were scaled from a topographic map and have
 KK1106.an estimated accuracy of +/- 6 seconds.
 KK1106
 KK1106.The orthometric height was determined by differential leveling
 KK1106.and adjusted by the National Geodetic Survey in June 1991..
 KK1106
 KK1106.The geoid height was determined by GEOID03.
 KK1106
 KK1106.The dynamic height is computed by dividing the NAVD 88
 KK1106.geopotential number by the normal gravity value computed on the
 KK1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1106.degrees latitude (g = 980.6199 gals.).
 KK1106
 KK1106.The modeled gravity was interpolated from observed gravity values.
 KK1106
 KK1106;                    North         East    Units  Estimated Accuracy
 KK1106;SPC CO C     -   503,250.      878,010.      MT  (+/- 180 meters Scaled)
 KK1106
 KK1106                          SUPERSEDED SURVEY CONTROL
 KK1106
 KK1106  NGVD 29 (??/??/92) 2980.063  (m)         9777.09   (f) ADJ UNCH    2 0
 KK1106
 KK1106.Superseded values are not recommended for survey control.
 KK1106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1106.See file dsdata.txt to determine how the superseded data were derived.
 KK1106
 KK1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD207860(NAD 83)
 KK1106_MARKER: DB = BENCH MARK DISK
 KK1106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK1106_SP_SET: CULVERT
 KK1106_STAMPING: C 300 1951
 KK1106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1106
 KK1106  HISTORY     - Date     Condition        Report By
 KK1106  HISTORY     - 1951     MONUMENTED       CGS
 KK1106  HISTORY     - 1959     GOOD             DOD
 KK1106  HISTORY     - 20050922 MARK NOT FOUND   USPSQD
 KK1106
 KK1106                          STATION DESCRIPTION
 KK1106
 KK1106'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK1106'8.1 MI E FROM DILLON.
 KK1106'8.1 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE PUBLIC SCHOOL AT
 KK1106'DILLON, 0.1 MILE NORTHEAST OF A WIDE PLACE ON THE SOUTH SIDE
 KK1106'OF THE HIGHWAY, 23.7 FEET NORTHWEST OF THE CENTER LINE OF THE
 KK1106'HIGHWAY, SET IN THE TOP OF THE CENTER OF THE HEADWALL OF A 3X7 FOOT
 KK1106'CONCRETE CULVERT.  NOTE--  AMS REPORT IN JUNE 1959 -- THIS MARK
 KK1106'WAS RECOVERED AS DESCRIBED AND IS 23 FEET NORTHWEST FROM THE
 KK1106'CENTERLINE OF U.S. HIGHWAY 6 AND IS 1 FOOT LOWER.
 KK1106
 KK1106                          STATION RECOVERY (1959)
 KK1106
 KK1106'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KK1106'RECOVERED IN GOOD CONDITION.
 KK1106
 KK1106                          STATION RECOVERY (2005)
 KK1106
 KK1106'RECOVERY NOTE BY US POWER SQUADRON 2005 (EDS)
 KK1106'HIGHWAY ROUTE 6 HAS BEEN REALIGNED AND WIDENED IN THIS AREA.  USING A
 KK1106'WAAS AUGMENTED GPS TO LOCATE THE EXACT SPOT FOR THIS MARK, NO CONCRETE
 KK1106'CULVERT NOR A MARK WERE FOUND.  THE LOCATION IS ON A STEEP EMBANKMENT
 KK1106'BELOW THE LEVEL OF THE HIGHWAY.  THERE IS NO CULVERT AND THERE IS NO
 KK1106'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1139 ***********************************************************************
 KK1139  DESIGNATION -  C 301 RESET
 KK1139  PID         -  KK1139
 KK1139  STATE/COUNTY-  CO/CLEAR CREEK
 KK1139  USGS QUAD   -  GRAYS PEAK (1987)
 KK1139
 KK1139                         *CURRENT SURVEY CONTROL
 KK1139  ___________________________________________________________________
 KK1139* NAD 83(1986)-  39 41 45.     (N)    105 45 41.     (W)     SCALED    
 KK1139* NAVD 88     -      2881.16   (meters)    9452.6    (feet)  RESET     
 KK1139  ___________________________________________________________________
 KK1139  GEOID HEIGHT-         -12.29  (meters)                     GEOID03
 KK1139
 KK1139  VERT ORDER  -  THIRD
 KK1139
 KK1139.The horizontal coordinates were scaled from a topographic map and have
 KK1139.an estimated accuracy of +/- 6 seconds.
 KK1139
 KK1139.The orthometric height was computed from unverified reset data.
 KK1139
 KK1139.The geoid height was determined by GEOID03.
 KK1139
 KK1139;                    North         East    Units  Estimated Accuracy
 KK1139;SPC CO C     -   511,590.      891,980.      MT  (+/- 180 meters Scaled)
 KK1139
 KK1139                          SUPERSEDED SURVEY CONTROL
 KK1139
 KK1139.No superseded survey control is available for this station.
 KK1139
 KK1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD347942(NAD 83)
 KK1139_MARKER: DB = BENCH MARK DISK
 KK1139_SETTING: 80 = SET IN A BOULDER
 KK1139_STAMPING: C 301 RESET 1969
 KK1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1139+STABILITY: SURFACE MOTION
 KK1139
 KK1139  HISTORY     - Date     Condition        Report By
 KK1139  HISTORY     - 1969     MONUMENTED       CODH
 KK1139  HISTORY     - 1969     GOOD             NGS
 KK1139
 KK1139                          STATION DESCRIPTION
 KK1139
 KK1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KK1139'2 MI W FROM SILVER PLUME.
 KK1139'1.95 MILES WEST ALONG U.S. HIGHWAY 6 FROM THE BUCKLEY STORE AT
 KK1139'SILVER PLUME, 0.95 MILE WEST OF THE MILE HIGH MINING COMPANY,
 KK1139'SET IN THE TOP OF A LARGE BOULDER PROJECTING 6 INCHES ABOVE THE
 KK1139'GROUND, 100 FEET SOUTH OF THE CENTER LINE OF INTERSTATE HIGHWAY
 KK1139'70 AND 15 FEET FROM THE TOE OF A FILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0124 ***********************************************************************
 KL0124  DESIGNATION -  C 302
 KL0124  PID         -  KL0124
 KL0124  STATE/COUNTY-  CO/PARK
 KL0124  USGS QUAD   -  ALMA (1970)
 KL0124
 KL0124                         *CURRENT SURVEY CONTROL
 KL0124  ___________________________________________________________________
 KL0124* NAD 83(1986)-  39 19 53.     (N)    106 03 07.     (W)     SCALED    
 KL0124* NAVD 88     -      3317.715  (meters)   10884.87   (feet)  ADJUSTED  
 KL0124  ___________________________________________________________________
 KL0124  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 KL0124  DYNAMIC HT  -        3313.146 (meters)   10869.88  (feet)  COMP
 KL0124  MODELED GRAV-     979,128.5   (mgal)                       NAVD 88
 KL0124
 KL0124  VERT ORDER  -  FIRST     CLASS II
 KL0124
 KL0124.The horizontal coordinates were scaled from a topographic map and have
 KL0124.an estimated accuracy of +/- 6 seconds.
 KL0124
 KL0124.The orthometric height was determined by differential leveling
 KL0124.and adjusted by the National Geodetic Survey in June 1991..
 KL0124
 KL0124.The geoid height was determined by GEOID03.
 KL0124
 KL0124.The dynamic height is computed by dividing the NAVD 88
 KL0124.geopotential number by the normal gravity value computed on the
 KL0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0124.degrees latitude (g = 980.6199 gals.).
 KL0124
 KL0124.The modeled gravity was interpolated from observed gravity values.
 KL0124
 KL0124;                    North         East    Units  Estimated Accuracy
 KL0124;SPC CO C     -   471,240.      866,820.      MT  (+/- 180 meters Scaled)
 KL0124
 KL0124                          SUPERSEDED SURVEY CONTROL
 KL0124
 KL0124  NGVD 29 (??/??/92) 3315.774  (m)        10878.50   (f) ADJ UNCH    1 2
 KL0124
 KL0124.Superseded values are not recommended for survey control.
 KL0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0124.See file dsdata.txt to determine how the superseded data were derived.
 KL0124
 KL0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD093540(NAD 83)
 KL0124_MARKER: DB = BENCH MARK DISK
 KL0124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KL0124_SP_SET: CULVERT
 KL0124_STAMPING: C 302 1951
 KL0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0124
 KL0124  HISTORY     - Date     Condition        Report By
 KL0124  HISTORY     - 1951     MONUMENTED       CGS
 KL0124
 KL0124                          STATION DESCRIPTION
 KL0124
 KL0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0124'3.4 MI N FROM ALMA.
 KL0124'3.4 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT ALMA, 17
 KL0124'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 KL0124'SOUTH END OF THE EAST HEADWALL OF A 3X6 FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0870 ***********************************************************************
 KK0870  DESIGNATION -  C 303
 KK0870  PID         -  KK0870
 KK0870  STATE/COUNTY-  CO/PARK
 KK0870  USGS QUAD   -  COMO (1994)
 KK0870
 KK0870                         *CURRENT SURVEY CONTROL
 KK0870  ___________________________________________________________________
 KK0870* NAD 83(1986)-  39 17 54.     (N)    105 53 48.     (W)     SCALED    
 KK0870* NAVD 88     -      2964.309  (meters)    9725.40   (feet)  ADJUSTED  
 KK0870  ___________________________________________________________________
 KK0870  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 KK0870  DYNAMIC HT  -        2960.492 (meters)    9712.88  (feet)  COMP
 KK0870  MODELED GRAV-     979,231.6   (mgal)                       NAVD 88
 KK0870
 KK0870  VERT ORDER  -  FIRST     CLASS II
 KK0870
 KK0870.The horizontal coordinates were scaled from a topographic map and have
 KK0870.an estimated accuracy of +/- 6 seconds.
 KK0870
 KK0870.The orthometric height was determined by differential leveling
 KK0870.and adjusted by the National Geodetic Survey in June 1991..
 KK0870
 KK0870.The geoid height was determined by GEOID03.
 KK0870
 KK0870.The dynamic height is computed by dividing the NAVD 88
 KK0870.geopotential number by the normal gravity value computed on the
 KK0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0870.degrees latitude (g = 980.6199 gals.).
 KK0870
 KK0870.The modeled gravity was interpolated from observed gravity values.
 KK0870
 KK0870;                    North         East    Units  Estimated Accuracy
 KK0870;SPC CO C     -   467,500.      880,190.      MT  (+/- 180 meters Scaled)
 KK0870
 KK0870                          SUPERSEDED SURVEY CONTROL
 KK0870
 KK0870  NGVD 29 (??/??/92) 2962.635  (m)         9719.91   (f) ADJ UNCH    1 2
 KK0870
 KK0870.Superseded values are not recommended for survey control.
 KK0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0870.See file dsdata.txt to determine how the superseded data were derived.
 KK0870
 KK0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD226502(NAD 83)
 KK0870_MARKER: DB = BENCH MARK DISK
 KK0870_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0870_SP_SET: CULVERT
 KK0870_STAMPING: C 303 1951
 KK0870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0870+SATELLITE: SATELLITE OBSERVATIONS - November 11, 1998
 KK0870
 KK0870  HISTORY     - Date     Condition        Report By
 KK0870  HISTORY     - 1951     MONUMENTED       CGS
 KK0870  HISTORY     - 1959     GOOD             DOD
 KK0870  HISTORY     - 19981111 GOOD             CODOT
 KK0870
 KK0870                          STATION DESCRIPTION
 KK0870
 KK0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0870'1.6 MI SW FROM COMO.
 KK0870'0.55 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE ABANDONED
 KK0870'COLORADO AND SOUTHERN RAILROAD STATION AT COMO, THENCE 1.0 MILE
 KK0870'SOUTHWEST ALONG U.S. HIGHWAY 285, ON THE SOUTHWEST SLOPE OF A HILL,
 KK0870'250 FEET NORTH OF THE CREST OF A SMALL ROCKY HILL, 39 FEET
 KK0870'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 KK0870'THE CENTER OF THE SOUTHEAST HEADWALL OF A 5 FOOT CONCRETE CULVERT.
 KK0870
 KK0870                          STATION RECOVERY (1959)
 KK0870
 KK0870'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KK0870'RECOVERED IN GOOD CONDITION.
 KK0870
 KK0870                          STATION RECOVERY (1998)
 KK0870
 KK0870'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (WA)
 KK0870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1058 ***********************************************************************
 KK1058  DESIGNATION -  C 304
 KK1058  PID         -  KK1058
 KK1058  STATE/COUNTY-  CO/CLEAR CREEK
 KK1058  USGS QUAD   -  GEORGETOWN (1974)
 KK1058
 KK1058                         *CURRENT SURVEY CONTROL
 KK1058  ___________________________________________________________________
 KK1058* NAD 83(1986)-  39 41 21.     (N)    105 41 58.     (W)     SCALED    
 KK1058* NAVD 88     -      2821.106  (meters)    9255.58   (feet)  ADJUSTED  
 KK1058  ___________________________________________________________________
 KK1058  GEOID HEIGHT-         -12.35  (meters)                     GEOID03
 KK1058  DYNAMIC HT  -        2817.676 (meters)    9244.33  (feet)  COMP
 KK1058  MODELED GRAV-     979,308.2   (mgal)                       NAVD 88
 KK1058
 KK1058  VERT ORDER  -  FIRST     CLASS II
 KK1058
 KK1058.The horizontal coordinates were scaled from a topographic map and have
 KK1058.an estimated accuracy of +/- 6 seconds.
 KK1058
 KK1058.The orthometric height was determined by differential leveling
 KK1058.and adjusted by the National Geodetic Survey in June 1991..
 KK1058
 KK1058.The geoid height was determined by GEOID03.
 KK1058
 KK1058.The dynamic height is computed by dividing the NAVD 88
 KK1058.geopotential number by the normal gravity value computed on the
 KK1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1058.degrees latitude (g = 980.6199 gals.).
 KK1058
 KK1058.The modeled gravity was interpolated from observed gravity values.
 KK1058
 KK1058;                    North         East    Units  Estimated Accuracy
 KK1058;SPC CO C     -   510,840.      897,290.      MT  (+/- 180 meters Scaled)
 KK1058
 KK1058                          SUPERSEDED SURVEY CONTROL
 KK1058
 KK1058  NGVD 29 (??/??/92) 2819.542  (m)         9250.45   (f) ADJ UNCH    1 2
 KK1058
 KK1058.Superseded values are not recommended for survey control.
 KK1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1058.See file dsdata.txt to determine how the superseded data were derived.
 KK1058
 KK1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD400934(NAD 83)
 KK1058_MARKER: DB = BENCH MARK DISK
 KK1058_SETTING: 80 = SET IN A BOULDER
 KK1058_STAMPING: C 304 1951
 KK1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1058+STABILITY: SURFACE MOTION
 KK1058
 KK1058  HISTORY     - Date     Condition        Report By
 KK1058  HISTORY     - 1951     MONUMENTED       CGS
 KK1058  HISTORY     - 1954     GOOD             NGS
 KK1058
 KK1058                          STATION DESCRIPTION
 KK1058
 KK1058'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK1058'2.1 MI S FROM GEORGETOWN.
 KK1058'2.1 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE POST OFFICE
 KK1058'AT GEORGETOWN, 0.1 MILE SOUTH OF THE CITY WATER RESERVOIR, AT A
 KK1058'JUNCTION WITH A TRACK ROAD LEADING SOUTHEAST ALONG THE EDGE OF
 KK1058'CLEAR CREEK, 17 FEET WEST OF THE CENTER LINE OF THE GRAVELED ROAD,
 KK1058'1 FOOT ABOVE THE GROUND, SET IN THE TOP OF A 2X3 FOOT GRANITE
 KK1058'BOULDER.
 KK1058
 KK1058                          STATION RECOVERY (1954)
 KK1058
 KK1058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 KK1058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1086 ***********************************************************************
 KK1086  DESIGNATION -  C 305
 KK1086  PID         -  KK1086
 KK1086  STATE/COUNTY-  CO/CLEAR CREEK
 KK1086  USGS QUAD   -  MT EVANS (1974)
 KK1086
 KK1086                         *CURRENT SURVEY CONTROL
 KK1086  ___________________________________________________________________
 KK1086* NAD 83(1986)-  39 34 33.     (N)    105 43 34.     (W)     SCALED    
 KK1086* NAVD 88     -      3385.833  (meters)   11108.35   (feet)  ADJUSTED  
 KK1086  ___________________________________________________________________
 KK1086  GEOID HEIGHT-         -12.29  (meters)                     GEOID03
 KK1086  DYNAMIC HT  -        3381.375 (meters)   11093.73  (feet)  COMP
 KK1086  MODELED GRAV-     979,185.2   (mgal)                       NAVD 88
 KK1086
 KK1086  VERT ORDER  -  FIRST     CLASS II
 KK1086
 KK1086.The horizontal coordinates were scaled from a topographic map and have
 KK1086.an estimated accuracy of +/- 6 seconds.
 KK1086
 KK1086.The orthometric height was determined by differential leveling
 KK1086.and adjusted by the National Geodetic Survey in June 1991..
 KK1086
 KK1086.The geoid height was determined by GEOID03.
 KK1086
 KK1086.The dynamic height is computed by dividing the NAVD 88
 KK1086.geopotential number by the normal gravity value computed on the
 KK1086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1086.degrees latitude (g = 980.6199 gals.).
 KK1086
 KK1086.The modeled gravity was interpolated from observed gravity values.
 KK1086
 KK1086;                    North         East    Units  Estimated Accuracy
 KK1086;SPC CO C     -   498,260.      894,980.      MT  (+/- 180 meters Scaled)
 KK1086
 KK1086                          SUPERSEDED SURVEY CONTROL
 KK1086
 KK1086  NGVD 29 (??/??/92) 3384.061  (m)        11102.54   (f) ADJ UNCH    1 2
 KK1086
 KK1086.Superseded values are not recommended for survey control.
 KK1086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1086.See file dsdata.txt to determine how the superseded data were derived.
 KK1086
 KK1086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD376809(NAD 83)
 KK1086_MARKER: DB = BENCH MARK DISK
 KK1086_SETTING: 80 = SET IN A BOULDER
 KK1086_STAMPING: C 305 1951
 KK1086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1086+STABILITY: SURFACE MOTION
 KK1086
 KK1086  HISTORY     - Date     Condition        Report By
 KK1086  HISTORY     - 1951     MONUMENTED       CGS
 KK1086  HISTORY     - 1954     GOOD             NGS
 KK1086
 KK1086                          STATION DESCRIPTION
 KK1086
 KK1086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1086'11.2 MI NW FROM GRANT.
 KK1086'11.2 MILES NORTHWEST ALONG A WINDING ROCKY ROAD FROM THE PLATTE
 KK1086'RIVER INN AT GRANT, 0.2 MILE SOUTH OF THE MAIN BUILDING AT
 KK1086'TIMBER LINE LODGE, 90 FEET NORTH OF THE CENTER OF A ROAD JUNCTION,
 KK1086'14 FEET EAST OF THE CENTER LINE OF A PRIVATE ROAD, 2 FEET ABOVE
 KK1086'THE GROUND, SET IN THE TOP OF A 9X15 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0729 ***********************************************************************
 KK0729  DESIGNATION -  C 306
 KK0729  PID         -  KK0729
 KK0729  STATE/COUNTY-  CO/PARK
 KK0729  USGS QUAD   -  BAILEY (1987)
 KK0729
 KK0729                         *CURRENT SURVEY CONTROL
 KK0729  ___________________________________________________________________
 KK0729* NAD 83(1986)-  39 23 15.     (N)    105 25 21.     (W)     SCALED    
 KK0729* NAVD 88     -      2290.944  (meters)    7516.21   (feet)  ADJUSTED  
 KK0729  ___________________________________________________________________
 KK0729  GEOID HEIGHT-         -13.55  (meters)                     GEOID03
 KK0729  DYNAMIC HT  -        2288.407 (meters)    7507.88  (feet)  COMP
 KK0729  MODELED GRAV-     979,436.8   (mgal)                       NAVD 88
 KK0729
 KK0729  VERT ORDER  -  FIRST     CLASS II
 KK0729
 KK0729.The horizontal coordinates were scaled from a topographic map and have
 KK0729.an estimated accuracy of +/- 6 seconds.
 KK0729
 KK0729.The orthometric height was determined by differential leveling
 KK0729.and adjusted by the National Geodetic Survey in June 1991..
 KK0729
 KK0729.The geoid height was determined by GEOID03.
 KK0729
 KK0729.The dynamic height is computed by dividing the NAVD 88
 KK0729.geopotential number by the normal gravity value computed on the
 KK0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0729.degrees latitude (g = 980.6199 gals.).
 KK0729
 KK0729.The modeled gravity was interpolated from observed gravity values.
 KK0729
 KK0729;                    North         East    Units  Estimated Accuracy
 KK0729;SPC CO C     -   477,330.      921,080.      MT  (+/- 180 meters Scaled)
 KK0729
 KK0729                          SUPERSEDED SURVEY CONTROL
 KK0729
 KK0729  NGVD 29 (??/??/92) 2289.708  (m)         7512.15   (f) ADJ UNCH    1 2
 KK0729
 KK0729.Superseded values are not recommended for survey control.
 KK0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0729.See file dsdata.txt to determine how the superseded data were derived.
 KK0729
 KK0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD636598(NAD 83)
 KK0729_MARKER: DB = BENCH MARK DISK
 KK0729_SETTING: 80 = SET IN A BOULDER
 KK0729_STAMPING: C 306 1951
 KK0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0729+STABILITY: SURFACE MOTION
 KK0729
 KK0729  HISTORY     - Date     Condition        Report By
 KK0729  HISTORY     - 1951     MONUMENTED       CGS
 KK0729  HISTORY     - 1955     GOOD             NGS
 KK0729
 KK0729                          STATION DESCRIPTION
 KK0729
 KK0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0729'4.2 MI NE FROM BAILEY.
 KK0729'0.55 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 KK0729'BAILEY, THENCE 3.6 MILES EAST ALONG THE ABANDONED COLORADO AND
 KK0729'SOUTHERN RAILROAD GRADE, 0.5 MILE NORTHEAST OF A LARGE ROCK HOUSE,
 KK0729'11 FEET NORTH OF THE CENTER LINE OF THE OLD RAILROAD GRADE, 5
 KK0729'FEET ABOVE THE GROUND, SET IN THE TOP OF A LEDGE OF A LARGE GRANITE
 KK0729'BOULDER WHICH IS 20 FEET HIGH.
 KK0729
 KK0729                          STATION RECOVERY (1955)
 KK0729
 KK0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0674 ***********************************************************************
 KK0674  DESIGNATION -  C 307
 KK0674  PID         -  KK0674
 KK0674  STATE/COUNTY-  CO/DOUGLAS
 KK0674  USGS QUAD   -  KASSLER (1994)
 KK0674
 KK0674                         *CURRENT SURVEY CONTROL
 KK0674  ___________________________________________________________________
 KK0674* NAD 83(1986)-  39 29 11.     (N)    105 04 24.     (W)     SCALED    
 KK0674* NAVD 88     -      1710.674  (meters)    5612.44   (feet)  POSTED    
 KK0674  ___________________________________________________________________
 KK0674  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 KK0674  DYNAMIC HT  -        1708.960 (meters)    5606.81  (feet)  COMP
 KK0674  MODELED GRAV-     979,564.0   (mgal)                       NAVD 88
 KK0674
 KK0674  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 KK0674
 KK0674.The horizontal coordinates were scaled from a topographic map and have
 KK0674.an estimated accuracy of +/- 6 seconds.
 KK0674
 KK0674.The orthometric height was determined by differential leveling
 KK0674.and adjusted by the National Geodetic Survey in 1992..
 KK0674.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 KK0674.rate of 4.1 thru 8.0 mm/km.
 KK0674
 KK0674.The geoid height was determined by GEOID03.
 KK0674
 KK0674.The dynamic height is computed by dividing the NAVD 88
 KK0674.geopotential number by the normal gravity value computed on the
 KK0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0674.degrees latitude (g = 980.6199 gals.).
 KK0674
 KK0674.The modeled gravity was interpolated from observed gravity values.
 KK0674
 KK0674;                    North         East    Units  Estimated Accuracy
 KK0674;SPC CO C     -   488,390.      951,110.      MT  (+/- 180 meters Scaled)
 KK0674
 KK0674                          SUPERSEDED SURVEY CONTROL
 KK0674
 KK0674  NGVD 29 (??/??/92) 1709.650  (m)         5609.08   (f) ADJ UNCH    1 2
 KK0674
 KK0674.Superseded values are not recommended for survey control.
 KK0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0674.See file dsdata.txt to determine how the superseded data were derived.
 KK0674
 KK0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD936707(NAD 83)
 KK0674_MARKER: DB = BENCH MARK DISK
 KK0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0674_STAMPING: C 307 1951
 KK0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0674+STABILITY: SURFACE MOTION
 KK0674
 KK0674  HISTORY     - Date     Condition        Report By
 KK0674  HISTORY     - 1951     MONUMENTED       CGS
 KK0674  HISTORY     - 1955     GOOD             NGS
 KK0674  HISTORY     - 1982     MARK NOT FOUND   NGS
 KK0674
 KK0674                          STATION DESCRIPTION
 KK0674
 KK0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0674'1.4 MI SE FROM KASSLER.
 KK0674'0.45 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE MAIN OFFICE OF
 KK0674'THE KASSLER FILTER PLANT AT KASSLER, THENCE 0.9 MILE EAST ALONG A
 KK0674'GRAVELED ROAD, AT A JUNCTION WITH A NORTH AND SOUTH GRAVELED ROAD,
 KK0674'30 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH GRAVELED ROAD,
 KK0674'22 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD LEADING WEST,
 KK0674'10 FEET NORTHWEST OF A TELEPHONE POLE, 3.4 FEET SOUTHWEST OF A
 KK0674'FENCE CORNER, 1.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF
 KK0674'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 KK0674
 KK0674                          STATION RECOVERY (1955)
 KK0674
 KK0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0674'RECOVERED IN GOOD CONDITION.
 KK0674
 KK0674                          STATION RECOVERY (1982)
 KK0674
 KK0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0674'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0388 ***********************************************************************
 LL0388  DESIGNATION -  C 308
 LL0388  PID         -  LL0388
 LL0388  STATE/COUNTY-  CO/WELD
 LL0388  USGS QUAD   -  CARR WEST (1975)
 LL0388
 LL0388                         *CURRENT SURVEY CONTROL
 LL0388  ___________________________________________________________________
 LL0388* NAD 83(1992)-  40 54 23.22217(N)    104 55 30.69621(W)     ADJUSTED  
 LL0388* NAVD 88     -      1785.840  (meters)    5859.04   (feet)  ADJUSTED  
 LL0388  ___________________________________________________________________
 LL0388  X           -  -1,243,678.590 (meters)                     COMP
 LL0388  Y           -  -4,665,830.415 (meters)                     COMP
 LL0388  Z           -   4,155,735.891 (meters)                     COMP
 LL0388  LAPLACE CORR-         -11.20  (seconds)                    DEFLEC99
 LL0388  ELLIP HEIGHT-        1769.76  (meters)          (12/03/02) GPS OBS
 LL0388  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 LL0388  DYNAMIC HT  -        1784.292 (meters)    5853.96  (feet)  COMP
 LL0388  MODELED GRAV-     979,694.3   (mgal)                       NAVD 88
 LL0388
 LL0388  HORZ ORDER  -  FIRST
 LL0388  VERT ORDER  -  SECOND    CLASS 0
 LL0388  ELLP ORDER  -  FOURTH    CLASS II
 LL0388
 LL0388.The horizontal coordinates were established by GPS observations
 LL0388.and adjusted by the National Geodetic Survey in March 1998..
 LL0388
 LL0388.The orthometric height was determined by differential leveling
 LL0388.and adjusted by the National Geodetic Survey in June 1991..
 LL0388
 LL0388.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL0388
 LL0388.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL0388
 LL0388.The ellipsoidal height was determined by GPS observations
 LL0388.and is referenced to NAD 83.
 LL0388
 LL0388.The geoid height was determined by GEOID03.
 LL0388
 LL0388.The dynamic height is computed by dividing the NAVD 88
 LL0388.geopotential number by the normal gravity value computed on the
 LL0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0388.degrees latitude (g = 980.6199 gals.).
 LL0388
 LL0388.The modeled gravity was interpolated from observed gravity values.
 LL0388
 LL0388;                    North         East     Units Scale Factor Converg.
 LL0388;SPC CO N     -   479,630.091   962,832.343   MT  1.00002230   +0 22 17.0
 LL0388;SPC CO N     - 1,573,586.39  3,158,892.45   sFT  1.00002230   +0 22 17.0
 LL0388;UTM  13      - 4,528,374.969   506,300.237   MT  0.99960049   +0 02 56.3
 LL0388
 LL0388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL0388!SPC CO N     -   0.99972247  x   1.00002230  =   0.99974476
 LL0388!UTM  13      -   0.99972247  x   0.99960049  =   0.99932307
 LL0388
 LL0388                          SUPERSEDED SURVEY CONTROL
 LL0388
 LL0388  ELLIP H (03/31/98) 1769.79   (m)                       GP(       ) 4 1
 LL0388  NAVD 88 (03/31/98) 1785.84   (m)         5859.0    (f) LEVELING    3  
 LL0388  NGVD 29 (??/??/92) 1784.832  (m)         5855.74   (f) ADJ UNCH    2 0
 LL0388
 LL0388.Superseded values are not recommended for survey control.
 LL0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0388.See file dsdata.txt to determine how the superseded data were derived.
 LL0388
 LL0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF0630028375(NAD 83)
 LL0388_MARKER: DB = BENCH MARK DISK
 LL0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0388_STAMPING: C 308 1952
 LL0388_MARK LOGO: CGS   
 LL0388_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0388+STABILITY: SURFACE MOTION
 LL0388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0388+SATELLITE: SATELLITE OBSERVATIONS - November 15, 1993
 LL0388
 LL0388  HISTORY     - Date     Condition        Report By
 LL0388  HISTORY     - 1952     MONUMENTED       CGS
 LL0388  HISTORY     - 19931115 GOOD             NGS
 LL0388
 LL0388                          STATION DESCRIPTION
 LL0388
 LL0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0388'3.2 MI NW FROM CARR.
 LL0388'2.2 MILES WEST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 LL0388'RAILROAD STATION AT CARR, THENCE 0.5 MILE NORTH ALONG A GRAVELED
 LL0388'ROAD, THENCE 0.5 MILE WEST ALONG A GRAVELED ROAD, AT A JUNCTION WITH
 LL0388'A TRACK ROAD LEADING NORTH, 43 FEET SOUTH OF THE CENTER LINE OF A
 LL0388'GRAVELED ROAD, 5 FEET NORTHWEST OF A FENCE CORNER, 3 FEET NORTH OF
 LL0388'A FENCE, 1.4 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 LL0388'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 LL0388
 LL0388                          STATION RECOVERY (1993)
 LL0388
 LL0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RSC)
 LL0388'THE STATION IS LOCATED ABOUT 24 MI (38.6 KM) NORTH-NORTHEAST OF FORT
 LL0388'COLLINS, CO, 17 MI (27.4 KM) SOUTH-SOUTHWEST OF CHEYENNE, WY AND 2 MI
 LL0388'(3.2 KM) WEST-NORTHWEST OF CARR, CO, IN THE EAST-CENTRAL EDGE OF
 LL0388'SECTION 19, T 11 N, R 67 W.  OWNERSHIP--WELD COUNTY ROAD RIGHT-OF-WAY
 LL0388'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 25 AND THE
 LL0388'CARR EXIT, EXIT 293, GO EAST OF CARR ROAD FOR 0.75 MI (1.21 KM) TO THE
 LL0388'STATION ON THE RIGHT THE MARK IS A STANDARD DISK SET IN A 30 CM ROUND
 LL0388'CONCRETE POST PROJECTING 5 CM ABOVE THE GROUND.  IT IS 23.5 M (77.1
 LL0388'FT) SOUTH OF THE CENTER OF A WIRE GATE, 12.2 M (40.0 FT) SOUTH OF THE
 LL0388'CENTER OF A DIRT ROAD, 1.6 M (5.2 FT) WEST-NORTHWEST OF A FENCE
 LL0388'CORNER, 0.85 M (2.79 FT) NORTH OF THE SOUTHERN RIGHT-OF-WAY FENCE, 0.5
 LL0388'M (1.6 FT) SOUTHEAST OF A WITNESS POST AND 0.4 M (1.3 FT) WEST OF A
 LL0388'WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0355 ***********************************************************************
 LL0355  DESIGNATION -  C 309
 LL0355  PID         -  LL0355
 LL0355  STATE/COUNTY-  CO/WELD
 LL0355  USGS QUAD   -  DOVER (1972)
 LL0355
 LL0355                         *CURRENT SURVEY CONTROL
 LL0355  ___________________________________________________________________
 LL0355* NAD 83(1986)-  40 52 12.     (N)    104 46 30.     (W)     SCALED    
 LL0355* NAVD 88     -      1717.989  (meters)    5636.44   (feet)  ADJUSTED  
 LL0355  ___________________________________________________________________
 LL0355  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 LL0355  DYNAMIC HT  -        1716.518 (meters)    5631.61  (feet)  COMP
 LL0355  MODELED GRAV-     979,707.5   (mgal)                       NAVD 88
 LL0355
 LL0355  VERT ORDER  -  SECOND    CLASS 0
 LL0355
 LL0355.The horizontal coordinates were scaled from a topographic map and have
 LL0355.an estimated accuracy of +/- 6 seconds.
 LL0355
 LL0355.The orthometric height was determined by differential leveling
 LL0355.and adjusted by the National Geodetic Survey in June 1991..
 LL0355
 LL0355.The geoid height was determined by GEOID03.
 LL0355
 LL0355.The dynamic height is computed by dividing the NAVD 88
 LL0355.geopotential number by the normal gravity value computed on the
 LL0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0355.degrees latitude (g = 980.6199 gals.).
 LL0355
 LL0355.The modeled gravity was interpolated from observed gravity values.
 LL0355
 LL0355;                    North         East    Units  Estimated Accuracy
 LL0355;SPC CO N     -   475,680.      975,520.      MT  (+/- 180 meters Scaled)
 LL0355
 LL0355                          SUPERSEDED SURVEY CONTROL
 LL0355
 LL0355  NGVD 29 (??/??/92) 1717.020  (m)         5633.26   (f) ADJ UNCH    2 0
 LL0355
 LL0355.Superseded values are not recommended for survey control.
 LL0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0355.See file dsdata.txt to determine how the superseded data were derived.
 LL0355
 LL0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF189243(NAD 83)
 LL0355_MARKER: DB = BENCH MARK DISK
 LL0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0355_STAMPING: C 309 1952
 LL0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0355+STABILITY: SURFACE MOTION
 LL0355
 LL0355  HISTORY     - Date     Condition        Report By
 LL0355  HISTORY     - 1952     MONUMENTED       CGS
 LL0355
 LL0355                          STATION DESCRIPTION
 LL0355
 LL0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0355'7.4 MI SE FROM CARR.
 LL0355'4.25 MILES EAST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 LL0355'RAILROAD STATION AT CARR, THENCE 2.0 MILES SOUTH ALONG U.S.
 LL0355'HIGHWAY 85, THENCE 1.1 MILES EAST ALONG A GRAVELED ROAD, ON TOP
 LL0355'OF A LONG HILL, 39 FEET NORTH OF THE CENTER LINE OF A GRAVELED
 LL0355'ROAD, 2.4 FEET NORTH OF A FENCE, 2 FEET WEST OF A WITNESS POST,
 LL0355'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 LL0355'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0176 ***********************************************************************
 HL0176  DESIGNATION -  C 31
 HL0176  PID         -  HL0176
 HL0176  STATE/COUNTY-  CO/ARCHULETA
 HL0176  USGS QUAD   -  CARRACAS (1975)
 HL0176
 HL0176                         *CURRENT SURVEY CONTROL
 HL0176  ___________________________________________________________________
 HL0176* NAD 83(1986)-  37 01 00.     (N)    107 19 04.     (W)     SCALED    
 HL0176* NAVD 88     -      1858.753  (meters)    6098.26   (feet)  ADJUSTED  
 HL0176  ___________________________________________________________________
 HL0176  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 HL0176  DYNAMIC HT  -        1856.327 (meters)    6090.30  (feet)  COMP
 HL0176  MODELED GRAV-     979,261.2   (mgal)                       NAVD 88
 HL0176
 HL0176  VERT ORDER  -  FIRST     CLASS II
 HL0176
 HL0176.The horizontal coordinates were scaled from a topographic map and have
 HL0176.an estimated accuracy of +/- 6 seconds.
 HL0176
 HL0176.The orthometric height was determined by differential leveling
 HL0176.and adjusted by the National Geodetic Survey in June 1991..
 HL0176
 HL0176.The geoid height was determined by GEOID03.
 HL0176
 HL0176.The dynamic height is computed by dividing the NAVD 88
 HL0176.geopotential number by the normal gravity value computed on the
 HL0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0176.degrees latitude (g = 980.6199 gals.).
 HL0176
 HL0176.The modeled gravity was interpolated from observed gravity values.
 HL0176
 HL0176;                    North         East    Units  Estimated Accuracy
 HL0176;SPC CO S     -   345,220.      752,640.      MT  (+/- 180 meters Scaled)
 HL0176
 HL0176                          SUPERSEDED SURVEY CONTROL
 HL0176
 HL0176  NGVD 29 (??/??/92) 1857.499  (m)         6094.14   (f) ADJ UNCH    1 2
 HL0176
 HL0176.Superseded values are not recommended for survey control.
 HL0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0176.See file dsdata.txt to determine how the superseded data were derived.
 HL0176
 HL0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA938992(NAD 83)
 HL0176_MARKER: DB = BENCH MARK DISK
 HL0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0176_STAMPING: C 31 1934
 HL0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0176+STABILITY: SURFACE MOTION
 HL0176
 HL0176  HISTORY     - Date     Condition        Report By
 HL0176  HISTORY     - 1934     MONUMENTED       CGS
 HL0176
 HL0176                          STATION DESCRIPTION
 HL0176
 HL0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0176'8.6 MI W FROM PAGOSA JUNCTION.
 HL0176'8.6 MILES WEST OF PAGOSA JUNCTION BY RAIL.  ON R. O. W. OF THE D. R.
 HL0176'G. AND W. RAILROAD.  25.0 FT N. OF CENTER LINE OF TRACK.   6.0 FT N.
 HL0176'OF MILE POST 399.0 20.0 FT SOUTH OF CENTER LINE OF COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0062 ***********************************************************************
 LL0062  DESIGNATION -  C 310
 LL0062  PID         -  LL0062
 LL0062  STATE/COUNTY-  CO/WELD
 LL0062  USGS QUAD   -  RENO RESERVOIR (1972)
 LL0062
 LL0062                         *CURRENT SURVEY CONTROL
 LL0062  ___________________________________________________________________
 LL0062* NAD 83(1986)-  40 51 25.     (N)    104 26 53.     (W)     SCALED    
 LL0062* NAVD 88     -      1581.131  (meters)    5187.43   (feet)  ADJUSTED  
 LL0062  ___________________________________________________________________
 LL0062  GEOID HEIGHT-         -17.81  (meters)                     GEOID03
 LL0062  DYNAMIC HT  -        1579.819 (meters)    5183.12  (feet)  COMP
 LL0062  MODELED GRAV-     979,739.0   (mgal)                       NAVD 88
 LL0062
 LL0062  VERT ORDER  -  SECOND    CLASS 0
 LL0062
 LL0062.The horizontal coordinates were scaled from a topographic map and have
 LL0062.an estimated accuracy of +/- 6 seconds.
 LL0062
 LL0062.The orthometric height was determined by differential leveling
 LL0062.and adjusted by the National Geodetic Survey in June 1991..
 LL0062
 LL0062.The geoid height was determined by GEOID03.
 LL0062
 LL0062.The dynamic height is computed by dividing the NAVD 88
 LL0062.geopotential number by the normal gravity value computed on the
 LL0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0062.degrees latitude (g = 980.6199 gals.).
 LL0062
 LL0062.The modeled gravity was interpolated from observed gravity values.
 LL0062
 LL0062;                    North         East    Units  Estimated Accuracy
 LL0062;SPC CO N     -   474,500.    1,003,100.      MT  (+/- 180 meters Scaled)
 LL0062
 LL0062                          SUPERSEDED SURVEY CONTROL
 LL0062
 LL0062  NGVD 29 (??/??/92) 1580.246  (m)         5184.52   (f) ADJ UNCH    2 0
 LL0062
 LL0062.Superseded values are not recommended for survey control.
 LL0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0062.See file dsdata.txt to determine how the superseded data were derived.
 LL0062
 LL0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF465230(NAD 83)
 LL0062_MARKER: DB = BENCH MARK DISK
 LL0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0062_STAMPING: C 310 1952
 LL0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0062+STABILITY: SURFACE MOTION
 LL0062
 LL0062  HISTORY     - Date     Condition        Report By
 LL0062  HISTORY     - 1952     MONUMENTED       CGS
 LL0062
 LL0062                          STATION DESCRIPTION
 LL0062
 LL0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0062'13.2 MI SW FROM GROVER.
 LL0062'0.3 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LL0062'RAILROAD FROM THE STATION AT GROVER, THENCE 5.9 MILES WEST
 LL0062'ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED
 LL0062'ROAD, THENCE 4.95 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.0
 LL0062'MILE WEST ALONG A DIRT ROAD, 0.15 MILE WEST OF A SMALL WOODEN
 LL0062'BRIDGE, 54.8 FEET WEST OF A GATE POST, 27 FEET SOUTH OF THE
 LL0062'CENTER LINE OF AN EAST AND WEST DIRT ROAD, 3.5 FEET NORTH OF A
 LL0062'FENCE, 2.7 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 LL0062'CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0036 ***********************************************************************
 LL0036  DESIGNATION -  C 311
 LL0036  PID         -  LL0036
 LL0036  STATE/COUNTY-  CO/WELD
 LL0036  USGS QUAD   -  GROVER NE (1972)
 LL0036
 LL0036                         *CURRENT SURVEY CONTROL
 LL0036  ___________________________________________________________________
 LL0036* NAD 83(1986)-  40 58 06.     (N)    104 04 01.     (W)     SCALED    
 LL0036* NAVD 88     -      1665.128  (meters)    5463.01   (feet)  ADJUSTED  
 LL0036  ___________________________________________________________________
 LL0036  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 LL0036  DYNAMIC HT  -        1663.779 (meters)    5458.58  (feet)  COMP
 LL0036  MODELED GRAV-     979,754.9   (mgal)                       NAVD 88
 LL0036
 LL0036  VERT ORDER  -  SECOND    CLASS 0
 LL0036
 LL0036.The horizontal coordinates were scaled from a topographic map and have
 LL0036.an estimated accuracy of +/- 6 seconds.
 LL0036
 LL0036.The orthometric height was determined by differential leveling
 LL0036.and adjusted by the National Geodetic Survey in June 1991..
 LL0036
 LL0036.The geoid height was determined by GEOID03.
 LL0036
 LL0036.The dynamic height is computed by dividing the NAVD 88
 LL0036.geopotential number by the normal gravity value computed on the
 LL0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0036.degrees latitude (g = 980.6199 gals.).
 LL0036
 LL0036.The modeled gravity was interpolated from observed gravity values.
 LL0036
 LL0036;                    North         East    Units  Estimated Accuracy
 LL0036;SPC CO N     -   487,320.    1,035,030.      MT  (+/- 180 meters Scaled)
 LL0036
 LL0036                          SUPERSEDED SURVEY CONTROL
 LL0036
 LL0036  NGVD 29 (??/??/92) 1664.296  (m)         5460.28   (f) ADJ UNCH    2 0
 LL0036
 LL0036.Superseded values are not recommended for survey control.
 LL0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0036.See file dsdata.txt to determine how the superseded data were derived.
 LL0036
 LL0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF785356(NAD 83)
 LL0036_MARKER: DB = BENCH MARK DISK
 LL0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0036_STAMPING: C 311 1952
 LL0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0036+STABILITY: SURFACE MOTION
 LL0036
 LL0036  HISTORY     - Date     Condition        Report By
 LL0036  HISTORY     - 1952     MONUMENTED       CGS
 LL0036
 LL0036                          STATION DESCRIPTION
 LL0036
 LL0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0036'15.2 MI S FROM PINE BLUFFS.
 LL0036'0.4 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC RAILROAD
 LL0036'STATION AT PINE BLUFFS, THENCE 14.85 MILES SOUTH ALONG A GRAVELED
 LL0036'ROAD, 30 FEET EAST OF THE CENTER LINE OF THE ROAD, 3 FEET EAST OF
 LL0036'A FENCE, 1.8 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 LL0036'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0284 ***********************************************************************
 LK0284  DESIGNATION -  C 312
 LK0284  PID         -  LK0284
 LK0284  STATE/COUNTY-  CO/MORGAN
 LK0284  USGS QUAD   -  JUDSON HILLS (1984)
 LK0284
 LK0284                         *CURRENT SURVEY CONTROL
 LK0284  ___________________________________________________________________
 LK0284* NAD 83(1986)-  40 28 49.     (N)    103 57 22.     (W)     SCALED    
 LK0284* NAVD 88     -      1483.902  (meters)    4868.44   (feet)  POSTED    
 LK0284  ___________________________________________________________________
 LK0284  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 LK0284  DYNAMIC HT  -        1482.700 (meters)    4864.49  (feet)  COMP
 LK0284  MODELED GRAV-     979,764.1   (mgal)                       NAVD 88
 LK0284
 LK0284  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LK0284
 LK0284.The horizontal coordinates were scaled from a topographic map and have
 LK0284.an estimated accuracy of +/- 6 seconds.
 LK0284
 LK0284.The orthometric height was determined by differential leveling
 LK0284.and adjusted by the National Geodetic Survey in 1992..
 LK0284.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LK0284.rate of 2.1 thru 3.0 mm/km.
 LK0284
 LK0284.The geoid height was determined by GEOID03.
 LK0284
 LK0284.The dynamic height is computed by dividing the NAVD 88
 LK0284.geopotential number by the normal gravity value computed on the
 LK0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0284.degrees latitude (g = 980.6199 gals.).
 LK0284
 LK0284.The modeled gravity was interpolated from observed gravity values.
 LK0284
 LK0284;                    North         East    Units  Estimated Accuracy
 LK0284;SPC CO N     -   433,290.    1,045,300.      MT  (+/- 180 meters Scaled)
 LK0284
 LK0284                          SUPERSEDED SURVEY CONTROL
 LK0284
 LK0284  NGVD 29 (??/??/92) 1483.166  (m)         4866.02   (f) ADJ UNCH    2 0
 LK0284
 LK0284.Superseded values are not recommended for survey control.
 LK0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0284.See file dsdata.txt to determine how the superseded data were derived.
 LK0284
 LK0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE884815(NAD 83)
 LK0284_MARKER: DB = BENCH MARK DISK
 LK0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0284_STAMPING: C 312 1952
 LK0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0284+STABILITY: SURFACE MOTION
 LK0284
 LK0284  HISTORY     - Date     Condition        Report By
 LK0284  HISTORY     - 1952     MONUMENTED       CGS
 LK0284
 LK0284                          STATION DESCRIPTION
 LK0284
 LK0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LK0284'10 MI NE FROM WELDONA.
 LK0284'0.3 MILE NORTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 LK0284'RAILROAD STATION AT WELDONA, THENCE 0.4 MILE EAST ALONG A GRADED
 LK0284'DIRT ROAD, THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 LK0284'0.2 MILE EAST ALONG A GRAVELED ROAD, THENCE 8.45 MILES NORTH ALONG
 LK0284'A GRADED DIRT ROAD, 108 FEET WEST OF THE CENTER LINE OF THE ROAD,
 LK0284'3.6 FEET EAST OF A NORTH AND SOUTH FENCE, IN LINE WITH A FENCE
 LK0284'LEADING WEST, 0.2 MILE NORTH OF A FARMHOUSE, 3.2 FEET NORTH OF A
 LK0284'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 LK0284'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0188 ***********************************************************************
 LL0188  DESIGNATION -  C 314
 LL0188  PID         -  LL0188
 LL0188  STATE/COUNTY-  CO/WELD
 LL0188  USGS QUAD   -  PLATTEVILLE (1975)
 LL0188
 LL0188                         *CURRENT SURVEY CONTROL
 LL0188  ___________________________________________________________________
 LL0188* NAD 83(1986)-  40 12 10.     (N)    104 49 10.     (W)     SCALED    
 LL0188* NAVD 88     -      1470.548  (meters)    4824.62   (feet)  ADJUSTED  
 LL0188  ___________________________________________________________________
 LL0188  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 LL0188  DYNAMIC HT  -        1469.245 (meters)    4820.35  (feet)  COMP
 LL0188  MODELED GRAV-     979,689.0   (mgal)                       NAVD 88
 LL0188
 LL0188  VERT ORDER  -  FIRST     CLASS II
 LL0188
 LL0188.The horizontal coordinates were scaled from a topographic map and have
 LL0188.an estimated accuracy of +/- 6 seconds.
 LL0188
 LL0188.The orthometric height was determined by differential leveling
 LL0188.and adjusted by the National Geodetic Survey in June 1991..
 LL0188
 LL0188.The geoid height was determined by GEOID03.
 LL0188
 LL0188.The dynamic height is computed by dividing the NAVD 88
 LL0188.geopotential number by the normal gravity value computed on the
 LL0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0188.degrees latitude (g = 980.6199 gals.).
 LL0188
 LL0188.The modeled gravity was interpolated from observed gravity values.
 LL0188
 LL0188;                    North         East    Units  Estimated Accuracy
 LL0188;SPC CO N     -   401,560.      972,340.      MT  (+/- 180 meters Scaled)
 LL0188
 LL0188                          SUPERSEDED SURVEY CONTROL
 LL0188
 LL0188  NGVD 29 (??/??/??) 1469.655  (m)         4821.69   (f) ADJUSTED    1 2
 LL0188
 LL0188.Superseded values are not recommended for survey control.
 LL0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0188.See file dsdata.txt to determine how the superseded data were derived.
 LL0188
 LL0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE153502(NAD 83)
 LL0188_MARKER: DB = BENCH MARK DISK
 LL0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0188_SP_SET: CONCRETE POST
 LL0188_STAMPING: C 314 1956
 LL0188_MARK LOGO: CGS   
 LL0188_MAGNETIC: N = NO MAGNETIC MATERIAL
 LL0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0188+STABILITY: SURFACE MOTION
 LL0188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0188+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2004
 LL0188
 LL0188  HISTORY     - Date     Condition        Report By
 LL0188  HISTORY     - 1956     MONUMENTED       CGS
 LL0188  HISTORY     - 1983     GOOD             NGS
 LL0188  HISTORY     - 19920823 GOOD             NGS
 LL0188  HISTORY     - 20040808 GOOD             USPSQD
 LL0188
 LL0188                          STATION DESCRIPTION
 LL0188
 LL0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 LL0188'0.7 MI S FROM PLATTEVILLE.
 LL0188'0.7 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 LL0188'PLATTEVILLE, AT A ROAD CROSSING, 63 FEET SOUTH OF THE CENTER LINE
 LL0188'OF A ROAD, 94 FEET SOUTHEAST OF MILEPOST 34, 45.6 FEET EAST OF THE
 LL0188'EAST RAIL, 30.8 FEET SOUTH OF A FENCE CORNER, 2 FEET WEST OF A FENCE,
 LL0188'1.8 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 LL0188'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND, IN SECTION 30, TOWNSHIP
 LL0188'3 NORTH, RANGE 66 WEST.
 LL0188
 LL0188                          STATION RECOVERY (1983)
 LL0188
 LL0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0188'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  19.5 KM
 LL0188'(12.1 MI) SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL0188'STATION IN LA SALLE.  CHANGE 94 FEET SOUTHEAST OF MILEPOST 34 TO
 LL0188'5.0 METERS (16.4 FT) NORTHEAST OF MILEPOST 34.  ADD 0.6 METER (2.0 FT)
 LL0188'NORTH OF A METAL WITNESS POST.
 LL0188
 LL0188                          STATION RECOVERY (1992)
 LL0188
 LL0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LL0188'19.5 KM (12.10 MI) SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD
 LL0188'FROM THE STATION IN LA SALLE, 19.2 M (63.0 FT) SOUTH OF THE CENTER OF
 LL0188'A COUNTY ROAD, 13.9 M (45.6 FT) EAST OF THE NEAR RAIL, 9.4 M (30.8
 LL0188'FT) SOUTH OF A FENCE CORNER, 4.2 M (13.8 FT) NORTHEAST OF MILEPOST
 LL0188'34, 0.6 M (2.0 FT) WEST OF A FENCE, 0.6 M (2.0 FT) NORTH OF A WITNESS
 LL0188'POST, AND THE MONUMENT PROJECTS 0.02 M (0.07 FT) ABOVE THE GROUND
 LL0188'SURFACE.
 LL0188
 LL0188                          STATION RECOVERY (2004)
 LL0188
 LL0188'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL0188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0007 ***********************************************************************
 LM0007  DESIGNATION -  C 316
 LM0007  PID         -  LM0007
 LM0007  STATE/COUNTY-  CO/JACKSON
 LM0007  USGS QUAD   -  KINGS CANYON (1950)
 LM0007
 LM0007                         *CURRENT SURVEY CONTROL
 LM0007  ___________________________________________________________________
 LM0007* NAD 83(1986)-  40 57 58.     (N)    106 13 41.     (W)     SCALED    
 LM0007* NAVD 88     -      2631.706  (meters)    8634.19   (feet)  ADJUSTED  
 LM0007  ___________________________________________________________________
 LM0007  GEOID HEIGHT-         -11.10  (meters)                     GEOID03
 LM0007  DYNAMIC HT  -        2629.001 (meters)    8625.31  (feet)  COMP
 LM0007  MODELED GRAV-     979,500.5   (mgal)                       NAVD 88
 LM0007
 LM0007  VERT ORDER  -  FIRST     CLASS II
 LM0007
 LM0007.The horizontal coordinates were scaled from a topographic map and have
 LM0007.an estimated accuracy of +/- 6 seconds.
 LM0007
 LM0007.The orthometric height was determined by differential leveling
 LM0007.and adjusted by the National Geodetic Survey in June 1991..
 LM0007
 LM0007.The geoid height was determined by GEOID03.
 LM0007
 LM0007.The dynamic height is computed by dividing the NAVD 88
 LM0007.geopotential number by the normal gravity value computed on the
 LM0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0007.degrees latitude (g = 980.6199 gals.).
 LM0007
 LM0007.The modeled gravity was interpolated from observed gravity values.
 LM0007
 LM0007;                    North         East    Units  Estimated Accuracy
 LM0007;SPC CO N     -   486,350.      853,110.      MT  (+/- 180 meters Scaled)
 LM0007
 LM0007                          SUPERSEDED SURVEY CONTROL
 LM0007
 LM0007  NGVD 29 (??/??/92) 2630.320  (m)         8629.64   (f) ADJ UNCH    1 2
 LM0007
 LM0007.Superseded values are not recommended for survey control.
 LM0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0007.See file dsdata.txt to determine how the superseded data were derived.
 LM0007
 LM0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF966357(NAD 83)
 LM0007_MARKER: DB = BENCH MARK DISK
 LM0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0007_STAMPING: C 316 1956
 LM0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0007+STABILITY: SURFACE MOTION
 LM0007
 LM0007  HISTORY     - Date     Condition        Report By
 LM0007  HISTORY     - 1956     MONUMENTED       CGS
 LM0007
 LM0007                          STATION DESCRIPTION
 LM0007
 LM0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 LM0007'3.0 MI N FROM KINGS CANYON.
 LM0007'3.0 MILES NORTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 LM0007'RAILROAD FROM THE STATION SIGN AT KINGS CANYON, AT THE SOUTH END OF A
 LM0007'SIDING, 35.4 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 24 FEET
 LM0007'SOUTH OF THE CENTER LINE OF A ROAD, 8.9 FEET EAST OF THE 6TH POLE
 LM0007'NORTH OF MILEPOST 71, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 LM0007'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN THE
 LM0007'SOUTHWEST 1/4 OF SECTION 35, TOWNSHIP 12 NORTH, RANGE 79 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0076 ***********************************************************************
 HL0076  DESIGNATION -  C 32
 HL0076  PID         -  HL0076
 HL0076  STATE/COUNTY-  CO/CONEJOS
 HL0076  USGS QUAD   -  ANTONITO (1967)
 HL0076
 HL0076                         *CURRENT SURVEY CONTROL
 HL0076  ___________________________________________________________________
 HL0076* NAD 83(1986)-  37 01 10.     (N)    106 00 06.     (W)     SCALED    
 HL0076* NAVD 88     -      2430.036  (meters)    7972.54   (feet)  POSTED    
 HL0076  ___________________________________________________________________
 HL0076  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 HL0076  DYNAMIC HT  -        2426.750 (meters)    7961.76  (feet)  COMP
 HL0076  MODELED GRAV-     979,189.1   (mgal)                       NAVD 88
 HL0076
 HL0076  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HL0076
 HL0076.The horizontal coordinates were scaled from a topographic map and have
 HL0076.an estimated accuracy of +/- 6 seconds.
 HL0076
 HL0076.The orthometric height was determined by differential leveling
 HL0076.and adjusted by the National Geodetic Survey in 1992..
 HL0076.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HL0076.rate of 1.1 thru 2.0 mm/km.
 HL0076
 HL0076.The geoid height was determined by GEOID03.
 HL0076
 HL0076.The dynamic height is computed by dividing the NAVD 88
 HL0076.geopotential number by the normal gravity value computed on the
 HL0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0076.degrees latitude (g = 980.6199 gals.).
 HL0076
 HL0076.The modeled gravity was interpolated from observed gravity values.
 HL0076
 HL0076;                    North         East    Units  Estimated Accuracy
 HL0076;SPC CO S     -   344,070.      869,760.      MT  (+/- 180 meters Scaled)
 HL0076
 HL0076                          SUPERSEDED SURVEY CONTROL
 HL0076
 HL0076  NGVD 29 (??/??/92) 2428.752  (m)         7968.33   (f) ADJ UNCH    1 2
 HL0076
 HL0076.Superseded values are not recommended for survey control.
 HL0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0076.See file dsdata.txt to determine how the superseded data were derived.
 HL0076
 HL0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA108974(NAD 83)
 HL0076_MARKER: DB = BENCH MARK DISK
 HL0076_SETTING: 66 = SET IN ROCK OUTCROP
 HL0076_SP_SET: VOLCANIC ROCK
 HL0076_STAMPING: 7968.330 C 32 1933
 HL0076_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0076+STABILITY: POSITION/ELEVATION WELL
 HL0076
 HL0076  HISTORY     - Date     Condition        Report By
 HL0076  HISTORY     - 1933     MONUMENTED       CGS
 HL0076  HISTORY     - 1984     MARK NOT FOUND   NGS
 HL0076
 HL0076                          STATION DESCRIPTION
 HL0076
 HL0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HL0076'3.8 MI S FROM ANTONITO.
 HL0076'ABOUT 3.8 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 HL0076'FROM ANTONITO, CONEJOS COUNTY, ABOUT 1.8 MILES NORTH OF THE NEW
 HL0076'MEXICO-COLORADO STATE LINE, ABOUT 225 YARDS SOUTH OF MILEPOST 284, ON
 HL0076'A CURVE, ABOUT 40 FEET SOUTH OF THE SOUTH END OF A 5-FOOT FILL, IN A
 HL0076'SHALLOW CUT, 6.9 FEET WEST OF THE CENTER LINE OF THE TRACK, IN THE TOP
 HL0076'OF A VOLCANIC ROCK, AND ABOUT 6 INCHES LOWER THAN THE TRACK. A
 HL0076'STANDARD DISK, STAMPED 7968.330 C 32 1933.
 HL0076
 HL0076                          STATION RECOVERY (1984)
 HL0076
 HL0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HL0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0313 ***********************************************************************
 JK0313  DESIGNATION -  C 320
 JK0313  PID         -  JK0313
 JK0313  STATE/COUNTY-  CO/EL PASO
 JK0313  USGS QUAD   -  TIMBER MOUNTAIN (1994)
 JK0313
 JK0313                         *CURRENT SURVEY CONTROL
 JK0313  ___________________________________________________________________
 JK0313* NAD 83(1986)-  38 31 32.     (N)    104 46 17.     (W)     SCALED    
 JK0313* NAVD 88     -      1687.460  (meters)    5536.27   (feet)  ADJUSTED  
 JK0313  ___________________________________________________________________
 JK0313  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 JK0313  DYNAMIC HT  -        1685.638 (meters)    5530.30  (feet)  COMP
 JK0313  MODELED GRAV-     979,489.8   (mgal)                       NAVD 88
 JK0313
 JK0313  VERT ORDER  -  SECOND    CLASS 0
 JK0313
 JK0313.The horizontal coordinates were scaled from a topographic map and have
 JK0313.an estimated accuracy of +/- 6 seconds.
 JK0313
 JK0313.The orthometric height was determined by differential leveling
 JK0313.and adjusted by the National Geodetic Survey in June 1991..
 JK0313
 JK0313.The geoid height was determined by GEOID03.
 JK0313
 JK0313.The dynamic height is computed by dividing the NAVD 88
 JK0313.geopotential number by the normal gravity value computed on the
 JK0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0313.degrees latitude (g = 980.6199 gals.).
 JK0313
 JK0313.The modeled gravity was interpolated from observed gravity values.
 JK0313
 JK0313;                    North         East    Units  Estimated Accuracy
 JK0313;SPC CO C     -   381,900.      977,940.      MT  (+/- 180 meters Scaled)
 JK0313
 JK0313                          SUPERSEDED SURVEY CONTROL
 JK0313
 JK0313  NGVD 29 (??/??/92) 1686.467  (m)         5533.02   (f) ADJ UNCH    2 0
 JK0313
 JK0313.Superseded values are not recommended for survey control.
 JK0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0313.See file dsdata.txt to determine how the superseded data were derived.
 JK0313
 JK0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC199641(NAD 83)
 JK0313_MARKER: DB = BENCH MARK DISK
 JK0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0313_STAMPING: C 320 1952
 JK0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0313+STABILITY: SURFACE MOTION
 JK0313
 JK0313  HISTORY     - Date     Condition        Report By
 JK0313  HISTORY     - 1952     MONUMENTED       CGS
 JK0313  HISTORY     - 1970     GOOD             NGS
 JK0313  HISTORY     - 1970     GOOD             USE
 JK0313  HISTORY     - 1984     GOOD             NGS
 JK0313
 JK0313                          STATION DESCRIPTION
 JK0313
 JK0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JK0313'30.1 MI S FROM COLORADO SPRINGS.
 JK0313'REVISED DESCRIPTION- 17.1 MI S ON COLO HWY 115 FROM THE MAIN POST
 JK0313'OFFICE IN COLORADO SPRINGS TO THE HITCH RACK STEAKHOUSE ON THE LEFT,
 JK0313'THENCE 0.1 MILE TO A GRAVEL ROAD AND GATE ON THE LEFT, TURN LEFT
 JK0313'THROUGH GATE AND PROCEED SE 2.0 MI ON RTE 9 TO A Y-INTERSECTION,
 JK0313'THENCE 0.3 MILE ON RIGHT FORK TO CROSSROAD, RTE 11, CONTINUE ON RTE
 JK0313'9 FOR 6.7 MILE TO CROSSROADS WITH RTE 8, PROCEED E 3.2 MI ON RTE 8
 JK0313'TO DIRT TRACK, THENCE S 0.7 MILE ON DIRT TRACK AND E 300 FEET ON
 JK0313'SECOND DIRT TRACK TO  STATION ON RIGHT.  STATION IS LOCATED 300 FEET
 JK0313'SE OF STOCKPOND, 60 FEET S OF DIRT TRACK, 1 FOOT SOUTH OF FENCE,
 JK0313'3 FT NW OF WITNESS POST.
 JK0313
 JK0313                          STATION RECOVERY (1970)
 JK0313
 JK0313'RECOVERY NOTE BY US ENGINEERS 1970
 JK0313'RECOVERED IN GOOD CONDITION.
 JK0313
 JK0313                          STATION RECOVERY (1984)
 JK0313
 JK0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0313'ABOUT 4.3 KM (2.65 MI) WEST OF THE INTERSECTION OF MILITARY ROUTE 1
 JK0313'AND 8 ON MILITARY ROUTE 8 IN FORT CARSON, THENCE 0.9 KM (0.55 MI)
 JK0313'SOUTH ON A DIRT ROAD TO AN INTERSECTION , THENCE 0.1 KM (0.05 MI)
 JK0313'EAST ON A TRACK ROAD, 91.4 M (300 FT) SOUTHEAST OF A STOCK POND, 85.3
 JK0313'M (280 FT) EAST-SOUTHEAST OF THE INTERSECTION, 16.0 M (52.5 FT) SOUTH
 JK0313'OF THE CENTER OF THE TRACK ROAD, 3.7 M (12 FT) WEST OF THE CENTER OF
 JK0313'A DIM TRACK ROAD GOING SOUTH AND AN OLD WIRE GATE, 0.9 M (3 FT)
 JK0313'SOUTHWEST OF AN OLD GATE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0652 ***********************************************************************
 KK0652  DESIGNATION -  C 321
 KK0652  PID         -  KK0652
 KK0652  STATE/COUNTY-  CO/BOULDER
 KK0652  USGS QUAD   -  LOUISVILLE (1994)
 KK0652
 KK0652                         *CURRENT SURVEY CONTROL
 KK0652  ___________________________________________________________________
 KK0652* NAD 83(1986)-  39 57 20.     (N)    105 13 47.     (W)     SCALED    
 KK0652* NAVD 88     -      1680.231  (meters)    5512.56   (feet)  ADJUSTED  
 KK0652  ___________________________________________________________________
 KK0652  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 KK0652  DYNAMIC HT  -        1678.589 (meters)    5507.17  (feet)  COMP
 KK0652  MODELED GRAV-     979,589.9   (mgal)                       NAVD 88
 KK0652
 KK0652  VERT ORDER  -  FIRST     CLASS II
 KK0652
 KK0652.The horizontal coordinates were scaled from a topographic map and have
 KK0652.an estimated accuracy of +/- 6 seconds.
 KK0652
 KK0652.The orthometric height was determined by differential leveling
 KK0652.and adjusted by the National Geodetic Survey in June 1991..
 KK0652
 KK0652.The geoid height was determined by GEOID03.
 KK0652
 KK0652.The dynamic height is computed by dividing the NAVD 88
 KK0652.geopotential number by the normal gravity value computed on the
 KK0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0652.degrees latitude (g = 980.6199 gals.).
 KK0652
 KK0652.The modeled gravity was interpolated from observed gravity values.
 KK0652
 KK0652;                    North         East    Units  Estimated Accuracy
 KK0652;SPC CO N     -   373,920.      937,500.      MT  (+/- 180 meters Scaled)
 KK0652
 KK0652                          SUPERSEDED SURVEY CONTROL
 KK0652
 KK0652  NGVD 29 (??/??/??) 1679.262  (m)         5509.38   (f) ADJUSTED    1 2
 KK0652
 KK0652.Superseded values are not recommended for survey control.
 KK0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0652.See file dsdata.txt to determine how the superseded data were derived.
 KK0652
 KK0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE803228(NAD 83)
 KK0652_MARKER: DB = BENCH MARK DISK
 KK0652_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KK0652_STAMPING: C 321 1952
 KK0652_MARK LOGO: CGS   
 KK0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0652+STABILITY: SURFACE MOTION
 KK0652
 KK0652  HISTORY     - Date     Condition        Report By
 KK0652  HISTORY     - 1952     MONUMENTED       CGS
 KK0652  HISTORY     - 1982     GOOD             NGS
 KK0652  HISTORY     - 1984     GOOD             NGS
 KK0652
 KK0652                          STATION DESCRIPTION
 KK0652
 KK0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0652'4.4 MI S FROM BOULDER.
 KK0652'4.35 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE UNIVERSITY
 KK0652'INTERMEDIATE SCHOOL AT BOULDER, 40 FEET EAST OF THE NORTHEAST
 KK0652'CORNER OF A SMALL WHITE HOUSE, 18 FEET WEST OF THE CENTER LINE
 KK0652'OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE WEST
 KK0652'HEADWALL OF A CONCRETE CATCH BASIN.
 KK0652
 KK0652                          STATION RECOVERY (1982)
 KK0652
 KK0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0652'ADD: 1.2 M (4 FT) SOUTHWEST OF A MAILBOX AT 5321 EL DORADO SPRINGS
 KK0652'DRIVE.
 KK0652
 KK0652                          STATION RECOVERY (1984)
 KK0652
 KK0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK0652'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.0 KM (2.5 MI)
 KK0652'SOUTH ALONG U.S. HIGHWAY 36 FROM ITS NORTH JUNCTION WITH STATE HIGHWAY
 KK0652'119 IN BOULDER, THENCE 0.4 KM (0.25 MI) WEST ALONG BASELINE ROAD,
 KK0652'THENCE 6.0 KM (3.75 MI) SOUTHERLY ALONG STATE HIGHWAY 93, THENCE
 KK0652'0.3 KM (0.2 MI) NORTHEAST ALONG STATE HIGHWAY 170.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0517 ***********************************************************************
 LL0517  DESIGNATION -  C 322
 LL0517  PID         -  LL0517
 LL0517  STATE/COUNTY-  CO/LARIMER
 LL0517  USGS QUAD   -  FORT COLLINS (1984)
 LL0517
 LL0517                         *CURRENT SURVEY CONTROL
 LL0517  ___________________________________________________________________
 LL0517* NAD 83(1986)-  40 33 44.     (N)    105 04 36.     (W)     SCALED    
 LL0517* NAVD 88     -      1520.929  (meters)    4989.91   (feet)  ADJUSTED  
 LL0517  ___________________________________________________________________
 LL0517  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 LL0517  DYNAMIC HT  -        1519.644 (meters)    4985.70  (feet)  COMP
 LL0517  MODELED GRAV-     979,726.8   (mgal)                       NAVD 88
 LL0517
 LL0517  VERT ORDER  -  SECOND    CLASS 0
 LL0517
 LL0517.The horizontal coordinates were scaled from a topographic map and have
 LL0517.an estimated accuracy of +/- 6 seconds.
 LL0517
 LL0517.The orthometric height was determined by differential leveling
 LL0517.and adjusted by the National Geodetic Survey in June 1991..
 LL0517
 LL0517.The geoid height was determined by GEOID03.
 LL0517
 LL0517.The dynamic height is computed by dividing the NAVD 88
 LL0517.geopotential number by the normal gravity value computed on the
 LL0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0517.degrees latitude (g = 980.6199 gals.).
 LL0517
 LL0517.The modeled gravity was interpolated from observed gravity values.
 LL0517
 LL0517;                    North         East    Units  Estimated Accuracy
 LL0517;SPC CO N     -   441,330.      950,250.      MT  (+/- 180 meters Scaled)
 LL0517
 LL0517                          SUPERSEDED SURVEY CONTROL
 LL0517
 LL0517  NGVD 29 (??/??/92) 1519.954  (m)         4986.72   (f) ADJ UNCH    2 0
 LL0517
 LL0517.Superseded values are not recommended for survey control.
 LL0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0517.See file dsdata.txt to determine how the superseded data were derived.
 LL0517
 LL0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE935901(NAD 83)
 LL0517_MARKER: DB = BENCH MARK DISK
 LL0517_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LL0517_SP_SET: BRIDGE
 LL0517_STAMPING: C 322 1952
 LL0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0517
 LL0517  HISTORY     - Date     Condition        Report By
 LL0517  HISTORY     - 1952     MONUMENTED       CGS
 LL0517  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0517
 LL0517                          STATION DESCRIPTION
 LL0517
 LL0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0517'0.8 MI S FROM FORT COLLINS.
 LL0517'0.75 MILE SOUTH ALONG U.S. HIGHWAY 87 AND 287 FROM THE SOUTH
 LL0517'MAIN ENTRANCE TO COLORADO A. AND M. COLLEGE AT FORT COLLINS,
 LL0517'20 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 LL0517'OF THE NORTHWEST END OF THE NORTHWEST WINGWALL OF A CONCRETE
 LL0517'BRIDGE.
 LL0517
 LL0517                          STATION RECOVERY (1984)
 LL0517
 LL0517'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0518 ***********************************************************************
 LL0518  DESIGNATION -  C 322 RESET
 LL0518  PID         -  LL0518
 LL0518  STATE/COUNTY-  CO/LARIMER
 LL0518  USGS QUAD   -  FORT COLLINS (1984)
 LL0518
 LL0518                         *CURRENT SURVEY CONTROL
 LL0518  ___________________________________________________________________
 LL0518* NAD 83(1986)-  40 33 45.     (N)    105 04 38.     (W)     SCALED    
 LL0518* NAVD 88     -      1520.773  (meters)    4989.40   (feet)  ADJUSTED  
 LL0518  ___________________________________________________________________
 LL0518  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 LL0518  DYNAMIC HT  -        1519.488 (meters)    4985.19  (feet)  COMP
 LL0518  MODELED GRAV-     979,726.9   (mgal)                       NAVD 88
 LL0518
 LL0518  VERT ORDER  -  FIRST     CLASS II
 LL0518
 LL0518.The horizontal coordinates were scaled from a topographic map and have
 LL0518.an estimated accuracy of +/- 6 seconds.
 LL0518
 LL0518.The orthometric height was determined by differential leveling
 LL0518.and adjusted by the National Geodetic Survey in June 1991..
 LL0518
 LL0518.The geoid height was determined by GEOID03.
 LL0518
 LL0518.The dynamic height is computed by dividing the NAVD 88
 LL0518.geopotential number by the normal gravity value computed on the
 LL0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0518.degrees latitude (g = 980.6199 gals.).
 LL0518
 LL0518.The modeled gravity was interpolated from observed gravity values.
 LL0518
 LL0518;                    North         East    Units  Estimated Accuracy
 LL0518;SPC CO N     -   441,360.      950,210.      MT  (+/- 180 meters Scaled)
 LL0518
 LL0518                          SUPERSEDED SURVEY CONTROL
 LL0518
 LL0518  NGVD 29 (??/??/??) 1519.907  (m)         4986.56   (f) ADJUSTED    1 2
 LL0518
 LL0518.Superseded values are not recommended for survey control.
 LL0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0518.See file dsdata.txt to determine how the superseded data were derived.
 LL0518
 LL0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE934901(NAD 83)
 LL0518_MARKER: DB = BENCH MARK DISK
 LL0518_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LL0518_STAMPING: C 322 RESET 1959
 LL0518_MARK LOGO: CGS   
 LL0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0518+STABILITY: SURFACE MOTION
 LL0518
 LL0518  HISTORY     - Date     Condition        Report By
 LL0518  HISTORY     - 1959     MONUMENTED       CODH
 LL0518  HISTORY     - 1984     GOOD             NGS
 LL0518  HISTORY     - 1984     GOOD             NGS
 LL0518
 LL0518                          STATION DESCRIPTION
 LL0518
 LL0518'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1959
 LL0518'0.8 MI S FROM FORT COLLINS.
 LL0518'THE MARK IS LOCATED 0.75 MILE SOUTH ALONG U. S. HIGHWAYS 87 AND
 LL0518'287 FROM THE SOUTH MAIN ENTRANCE TO COLORADO STATE UNIVERSITY
 LL0518'AT FT. COLLINS, 47 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 LL0518'SET IN THE EAST END OF THE NORTHWEST PARAPET WALL OF A CONCRETE
 LL0518'BRIDGE.
 LL0518
 LL0518                          STATION RECOVERY (1984)
 LL0518
 LL0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0518'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.2 KM
 LL0518'(2.0 MI) SOUTH ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH STATE
 LL0518'HIGHWAY 14 IN FORT COLLINS, IN THE SOUTHEAST END OF THE NORTHWEST
 LL0518'CONCRETE WINGWALL OF BRIDGE NUMBER B 16 H OVER SPRING CREEK, AND
 LL0518'8.0 METERS (26.2 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES
 LL0518'OF THE HIGHWAY.
 LL0518'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 LL0518
 LL0518                          STATION RECOVERY (1984)
 LL0518
 LL0518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0518'ADDITION TO THE 1959 DESC: IT IS IN THE BRIDGE OVER SPRING CREEK WITH
 LL0518'IN THE HIGHWAY DESIGNATION OF--B 16 H--. IT IS 40.0 M (131 FT) NORTH
 LL0518'FROM JOHNSON DRIVE AND 1.3 M (4.3 FT) WEST OF THE WESTERLY CURB OF
 LL0518'COLLEGE AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0965 ***********************************************************************
 LL0965  DESIGNATION -  C 324
 LL0965  PID         -  LL0965
 LL0965  STATE/COUNTY-  CO/LARIMER
 LL0965  USGS QUAD   -  CRAZY MOUNTAIN (1975)
 LL0965
 LL0965                         *CURRENT SURVEY CONTROL
 LL0965  ___________________________________________________________________
 LL0965* NAD 83(1986)-  40 58 05.     (N)    105 59 54.     (W)     SCALED    
 LL0965* NAVD 88     -      2376.698  (meters)    7797.55   (feet)  ADJUSTED  
 LL0965  ___________________________________________________________________
 LL0965  GEOID HEIGHT-         -11.03  (meters)                     GEOID03
 LL0965  DYNAMIC HT  -        2374.406 (meters)    7790.03  (feet)  COMP
 LL0965  MODELED GRAV-     979,573.4   (mgal)                       NAVD 88
 LL0965
 LL0965  VERT ORDER  -  SECOND    CLASS 0
 LL0965
 LL0965.The horizontal coordinates were scaled from a topographic map and have
 LL0965.an estimated accuracy of +/- 6 seconds.
 LL0965
 LL0965.The orthometric height was determined by differential leveling
 LL0965.and adjusted by the National Geodetic Survey in June 1991..
 LL0965
 LL0965.The geoid height was determined by GEOID03.
 LL0965
 LL0965.The dynamic height is computed by dividing the NAVD 88
 LL0965.geopotential number by the normal gravity value computed on the
 LL0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0965.degrees latitude (g = 980.6199 gals.).
 LL0965
 LL0965.The modeled gravity was interpolated from observed gravity values.
 LL0965
 LL0965;                    North         East    Units  Estimated Accuracy
 LL0965;SPC CO N     -   486,430.      872,450.      MT  (+/- 180 meters Scaled)
 LL0965
 LL0965                          SUPERSEDED SURVEY CONTROL
 LL0965
 LL0965  NGVD 29 (??/??/92) 2375.470  (m)         7793.52   (f) ADJ UNCH    2 0
 LL0965
 LL0965.Superseded values are not recommended for survey control.
 LL0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0965.See file dsdata.txt to determine how the superseded data were derived.
 LL0965
 LL0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF159356(NAD 83)
 LL0965_MARKER: DB = BENCH MARK DISK
 LL0965_SETTING: 80 = SET IN A BOULDER
 LL0965_STAMPING: C 324 1951
 LL0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0965+STABILITY: SURFACE MOTION
 LL0965
 LL0965  HISTORY     - Date     Condition        Report By
 LL0965  HISTORY     - 1951     MONUMENTED       CGS
 LL0965
 LL0965                          STATION DESCRIPTION
 LL0965
 LL0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0965'11.2 MI S FROM WOODS LANDING.
 LL0965'11.2 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE LARAMIE
 LL0965'RIVER BRIDGE AT WOODS LANDING, 0.2 MILE NORTHEAST OF THE HOHNHOLZ
 LL0965'RANCH HOUSE, 94 FEET NORTHEAST OF THE CENTER LINE OF THE MAIN
 LL0965'ROAD, 84 FEET EAST OF THE NORTHEAST END OF A SMALL WOODEN
 LL0965'CULVERT, 4.8 FEET WEST OF A WITNESS POST, 47 FEET SOUTH OF
 LL0965'THE CENTER LINE OF A TRAIL LEADING EAST, FLUSH WITH THE GROUND,
 LL0965'SET IN THE TOP OF A GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0939 ***********************************************************************
 LL0939  DESIGNATION -  C 325
 LL0939  PID         -  LL0939
 LL0939  STATE/COUNTY-  CO/LARIMER
 LL0939  USGS QUAD   -  BOSTON PEAK (1962)
 LL0939
 LL0939                         *CURRENT SURVEY CONTROL
 LL0939  ___________________________________________________________________
 LL0939* NAD 83(1986)-  40 42 41.     (N)    105 51 38.     (W)     SCALED    
 LL0939* NAVD 88     -      2584.713  (meters)    8480.01   (feet)  ADJUSTED  
 LL0939  ___________________________________________________________________
 LL0939  GEOID HEIGHT-         -11.08  (meters)                     GEOID03
 LL0939  DYNAMIC HT  -        2582.014 (meters)    8471.16  (feet)  COMP
 LL0939  MODELED GRAV-     979,486.1   (mgal)                       NAVD 88
 LL0939
 LL0939  VERT ORDER  -  SECOND    CLASS 0
 LL0939
 LL0939.The horizontal coordinates were scaled from a topographic map and have
 LL0939.an estimated accuracy of +/- 6 seconds.
 LL0939
 LL0939.The orthometric height was determined by differential leveling
 LL0939.and adjusted by the National Geodetic Survey in June 1991..
 LL0939
 LL0939.The geoid height was determined by GEOID03.
 LL0939
 LL0939.The dynamic height is computed by dividing the NAVD 88
 LL0939.geopotential number by the normal gravity value computed on the
 LL0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0939.degrees latitude (g = 980.6199 gals.).
 LL0939
 LL0939.The modeled gravity was interpolated from observed gravity values.
 LL0939
 LL0939;                    North         East    Units  Estimated Accuracy
 LL0939;SPC CO N     -   457,870.      883,940.      MT  (+/- 180 meters Scaled)
 LL0939
 LL0939                          SUPERSEDED SURVEY CONTROL
 LL0939
 LL0939  NGVD 29 (??/??/92) 2583.357  (m)         8475.56   (f) ADJ UNCH    2 0
 LL0939
 LL0939.Superseded values are not recommended for survey control.
 LL0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0939.See file dsdata.txt to determine how the superseded data were derived.
 LL0939
 LL0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF273070(NAD 83)
 LL0939_MARKER: DB = BENCH MARK DISK
 LL0939_SETTING: 80 = SET IN A BOULDER
 LL0939_STAMPING: C 325 1951
 LL0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0939+STABILITY: SURFACE MOTION
 LL0939
 LL0939  HISTORY     - Date     Condition        Report By
 LL0939  HISTORY     - 1951     MONUMENTED       CGS
 LL0939  HISTORY     - 1968     GOOD             NGS
 LL0939
 LL0939                          STATION DESCRIPTION
 LL0939
 LL0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0939'9.8 MI SE FROM GLENDEVEY.
 LL0939'3.2 MILES EAST ALONG A WINDING GRAVELED ROAD FROM THE GROCERY
 LL0939'STORE AT GLENDEVEY LODGE, THENCE 6.6 MILES SOUTH ALONG A WINDING
 LL0939'GRAVELED ROAD, 60 FEET WEST OF THE CENTER LINE OF THE ROAD, 5.3
 LL0939'FEET EAST OF A FENCE, 2 FEET ABOVE THE GROUND, SET IN THE TOP OF
 LL0939'A LARGE GRANITE BOULDER.
 LL0939
 LL0939                          STATION RECOVERY (1968)
 LL0939
 LL0939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LL0939'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0871 ***********************************************************************
 LL0871  DESIGNATION -  C 326
 LL0871  PID         -  LL0871
 LL0871  STATE/COUNTY-  CO/BOULDER
 LL0871  USGS QUAD   -  ALLENS PARK (1978)
 LL0871
 LL0871                         *CURRENT SURVEY CONTROL
 LL0871  ___________________________________________________________________
 LL0871* NAD 83(1986)-  40 13 25.     (N)    105 31 30.     (W)     SCALED    
 LL0871* NAVD 88     -      2541.324  (meters)    8337.66   (feet)  ADJUSTED  
 LL0871  ___________________________________________________________________
 LL0871  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 LL0871  DYNAMIC HT  -        2538.610 (meters)    8328.76  (feet)  COMP
 LL0871  MODELED GRAV-     979,464.9   (mgal)                       NAVD 88
 LL0871
 LL0871  VERT ORDER  -  SECOND    CLASS 0
 LL0871
 LL0871.The horizontal coordinates were scaled from a topographic map and have
 LL0871.an estimated accuracy of +/- 6 seconds.
 LL0871
 LL0871.The orthometric height was determined by differential leveling
 LL0871.and adjusted by the National Geodetic Survey in June 1991..
 LL0871
 LL0871.The geoid height was determined by GEOID03.
 LL0871
 LL0871.The dynamic height is computed by dividing the NAVD 88
 LL0871.geopotential number by the normal gravity value computed on the
 LL0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0871.degrees latitude (g = 980.6199 gals.).
 LL0871
 LL0871.The modeled gravity was interpolated from observed gravity values.
 LL0871
 LL0871;                    North         East    Units  Estimated Accuracy
 LL0871;SPC CO N     -   403,650.      912,270.      MT  (+/- 180 meters Scaled)
 LL0871
 LL0871                          SUPERSEDED SURVEY CONTROL
 LL0871
 LL0871  NGVD 29 (??/??/92) 2540.015  (m)         8333.37   (f) ADJ UNCH    2 0
 LL0871
 LL0871.Superseded values are not recommended for survey control.
 LL0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0871.See file dsdata.txt to determine how the superseded data were derived.
 LL0871
 LL0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE553527(NAD 83)
 LL0871_MARKER: DB = BENCH MARK DISK
 LL0871_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LL0871_SP_SET: LARGE FLAT ROCK
 LL0871_STAMPING: C 326 1951
 LL0871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0871+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 LL0871
 LL0871  HISTORY     - Date     Condition        Report By
 LL0871  HISTORY     - 1951     MONUMENTED       CGS
 LL0871  HISTORY     - 19990915 GOOD             USPSQD
 LL0871  HISTORY     - 20010331 GOOD             NGS
 LL0871  HISTORY     - 20031016 GOOD             USPSQD
 LL0871  HISTORY     - 20050901 GOOD             USPSQD
 LL0871
 LL0871                          STATION DESCRIPTION
 LL0871
 LL0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0871'3.4 MI N FROM ALLENSPARK.
 LL0871'3.4 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT
 LL0871'ALLENSPARK, 209 FEET SOUTHEAST OF THE CENTER LINE OF A TRACK
 LL0871'ROAD LEADING NORTHEAST, 41 FEET WEST OF THE CENTER LINE OF THE
 LL0871'HIGHWAY, 2 FEET WEST OF A FENCE, 0.1 MILE SOUTH OF A ROAD LEADING
 LL0871'EAST TO TAHOSA RANCH, FLUSH WITH THE GROUND, SET IN THE TOP OF A
 LL0871'LARGE FLAT GRANITE ROCK.
 LL0871
 LL0871                          STATION RECOVERY (1999)
 LL0871
 LL0871'RECOVERY NOTE BY US POWER SQUADRON 1999
 LL0871'RECOVERED IN GOOD CONDITION.
 LL0871
 LL0871                          STATION RECOVERY (2001)
 LL0871
 LL0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0871'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL0871
 LL0871                          STATION RECOVERY (2003)
 LL0871
 LL0871'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 LL0871'RECOVERED IN GOOD CONDITION.
 LL0871
 LL0871                          STATION RECOVERY (2005)
 LL0871
 LL0871'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 LL0871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0844 ***********************************************************************
 LL0844  DESIGNATION -  C 327
 LL0844  PID         -  LL0844
 LL0844  STATE/COUNTY-  CO/GRAND
 LL0844  USGS QUAD   -  FALL RIVER PASS (1977)
 LL0844
 LL0844                         *CURRENT SURVEY CONTROL
 LL0844  ___________________________________________________________________
 LL0844* NAD 83(1986)-  40 27 35.     (N)    105 51 51.     (W)     SCALED    
 LL0844* NAVD 88     -      3109.146  (meters)   10200.59   (feet)  ADJUSTED  
 LL0844  ___________________________________________________________________
 LL0844  GEOID HEIGHT-         -11.40  (meters)                     GEOID03
 LL0844  DYNAMIC HT  -        3105.489 (meters)   10188.59  (feet)  COMP
 LL0844  MODELED GRAV-     979,334.9   (mgal)                       NAVD 88
 LL0844
 LL0844  VERT ORDER  -  SECOND    CLASS 0
 LL0844
 LL0844.The horizontal coordinates were scaled from a topographic map and have
 LL0844.an estimated accuracy of +/- 6 seconds.
 LL0844
 LL0844.The orthometric height was determined by differential leveling
 LL0844.and adjusted by the National Geodetic Survey in June 1991..
 LL0844
 LL0844.The geoid height was determined by GEOID03.
 LL0844
 LL0844.The dynamic height is computed by dividing the NAVD 88
 LL0844.geopotential number by the normal gravity value computed on the
 LL0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0844.degrees latitude (g = 980.6199 gals.).
 LL0844
 LL0844.The modeled gravity was interpolated from observed gravity values.
 LL0844
 LL0844;                    North         East    Units  Estimated Accuracy
 LL0844;SPC CO N     -   429,930.      883,520.      MT  (+/- 180 meters Scaled)
 LL0844
 LL0844                          SUPERSEDED SURVEY CONTROL
 LL0844
 LL0844  NGVD 29 (??/??/92) 3107.558  (m)        10195.38   (f) ADJ UNCH    2 0
 LL0844
 LL0844.Superseded values are not recommended for survey control.
 LL0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0844.See file dsdata.txt to determine how the superseded data were derived.
 LL0844
 LL0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE267791(NAD 83)
 LL0844_MARKER: DB = BENCH MARK DISK
 LL0844_SETTING: 80 = SET IN A BOULDER
 LL0844_STAMPING: C 327 1951
 LL0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0844+STABILITY: SURFACE MOTION
 LL0844
 LL0844  HISTORY     - Date     Condition        Report By
 LL0844  HISTORY     - 1951     MONUMENTED       CGS
 LL0844
 LL0844                          STATION DESCRIPTION
 LL0844
 LL0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0844'22.8 MI NE FROM GRAND LAKE.
 LL0844'10.8 MILES NORTH ALONG U.S. HIGHWAY 34 FROM ITS JUNCTION WITH STATE
 LL0844'HIGHWAY 278 AT GRAND LAKE, THENCE 3.25 MILES WEST ALONG A WINDING
 LL0844'PRIVATE ROAD LEADING TO THE WATER SUPPLY AND STORAGE COMPANY
 LL0844'DITCH, THENCE 8.75 MILES NORTHEAST ALONG THE DITCH ROAD LEADING TO
 LL0844'LONG DRAW RESERVOIR, 36 FEET EAST OF THE CENTER LINE OF THE ROAD,
 LL0844'6 FEET BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF A SMALL
 LL0844'GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0645 ***********************************************************************
 LL0645  DESIGNATION -  C 328
 LL0645  PID         -  LL0645
 LL0645  STATE/COUNTY-  CO/BOULDER
 LL0645  USGS QUAD   -  LYONS (1978)
 LL0645
 LL0645                         *CURRENT SURVEY CONTROL
 LL0645  ___________________________________________________________________
 LL0645* NAD 83(1986)-  40 11 32.     (N)    105 19 50.     (W)     SCALED    
 LL0645* NAVD 88     -      1778.917  (meters)    5836.33   (feet)  ADJUSTED  
 LL0645  ___________________________________________________________________
 LL0645  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 LL0645  DYNAMIC HT  -        1777.216 (meters)    5830.75  (feet)  COMP
 LL0645  MODELED GRAV-     979,606.7   (mgal)                       NAVD 88
 LL0645
 LL0645  VERT ORDER  -  SECOND    CLASS 0
 LL0645
 LL0645.The horizontal coordinates were scaled from a topographic map and have
 LL0645.an estimated accuracy of +/- 6 seconds.
 LL0645
 LL0645.The orthometric height was determined by differential leveling
 LL0645.and adjusted by the National Geodetic Survey in June 1991..
 LL0645
 LL0645.The geoid height was determined by GEOID03.
 LL0645
 LL0645.The dynamic height is computed by dividing the NAVD 88
 LL0645.geopotential number by the normal gravity value computed on the
 LL0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0645.degrees latitude (g = 980.6199 gals.).
 LL0645
 LL0645.The modeled gravity was interpolated from observed gravity values.
 LL0645
 LL0645;                    North         East    Units  Estimated Accuracy
 LL0645;SPC CO N     -   400,180.      928,830.      MT  (+/- 180 meters Scaled)
 LL0645
 LL0645                          SUPERSEDED SURVEY CONTROL
 LL0645
 LL0645  NGVD 29 (??/??/92) 1777.815  (m)         5832.71   (f) ADJ UNCH    2 0
 LL0645
 LL0645.Superseded values are not recommended for survey control.
 LL0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0645.See file dsdata.txt to determine how the superseded data were derived.
 LL0645
 LL0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE718491(NAD 83)
 LL0645_MARKER: DB = BENCH MARK DISK
 LL0645_SETTING: 80 = SET IN A BOULDER
 LL0645_STAMPING: C 328 1951
 LL0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0645+STABILITY: SURFACE MOTION
 LL0645
 LL0645  HISTORY     - Date     Condition        Report By
 LL0645  HISTORY     - 1951     MONUMENTED       CGS
 LL0645  HISTORY     - 1957     MARK NOT FOUND   NGS
 LL0645
 LL0645                          STATION DESCRIPTION
 LL0645
 LL0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LL0645'5.6 MI SW FROM LYONS.
 LL0645'5.6 MILES SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE
 LL0645'AT LYONS, AT THE NORTHWEST EDGE OF ST. VRAIN CREEK, 150 FEET
 LL0645'SOUTHWEST OF THE SOUTHWEST END OF A CURVE IN THE HIGHWAY, 32
 LL0645'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET BELOW
 LL0645'THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A
 LL0645'LARGE GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0630 ***********************************************************************
 LL0630  DESIGNATION -  C 329
 LL0630  PID         -  LL0630
 LL0630  STATE/COUNTY-  CO/BOULDER
 LL0630  USGS QUAD   -  HYGIENE (1979)
 LL0630
 LL0630                         *CURRENT SURVEY CONTROL
 LL0630  ___________________________________________________________________
 LL0630* NAD 83(1986)-  40 12 11.     (N)    105 11 37.     (W)     SCALED    
 LL0630* NAVD 88     -      1580.582  (meters)    5185.63   (feet)  POSTED    
 LL0630  ___________________________________________________________________
 LL0630  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 LL0630  DYNAMIC HT  -        1579.130 (meters)    5180.86  (feet)  COMP
 LL0630  MODELED GRAV-     979,650.3   (mgal)                       NAVD 88
 LL0630
 LL0630  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0630
 LL0630.The horizontal coordinates were scaled from a topographic map and have
 LL0630.an estimated accuracy of +/- 6 seconds.
 LL0630
 LL0630.The orthometric height was determined by differential leveling
 LL0630.and adjusted by the National Geodetic Survey in 1992..
 LL0630.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0630.rate of 0.0 thru 1.0 mm/km.
 LL0630
 LL0630.The geoid height was determined by GEOID03.
 LL0630
 LL0630.The dynamic height is computed by dividing the NAVD 88
 LL0630.geopotential number by the normal gravity value computed on the
 LL0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0630.degrees latitude (g = 980.6199 gals.).
 LL0630
 LL0630.The modeled gravity was interpolated from observed gravity values.
 LL0630
 LL0630;                    North         East    Units  Estimated Accuracy
 LL0630;SPC CO N     -   401,410.      940,490.      MT  (+/- 180 meters Scaled)
 LL0630
 LL0630                          SUPERSEDED SURVEY CONTROL
 LL0630
 LL0630  NGVD 29 (??/??/92) 1579.564  (m)         5182.29   (f) ADJ UNCH    2 0
 LL0630
 LL0630.Superseded values are not recommended for survey control.
 LL0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0630.See file dsdata.txt to determine how the superseded data were derived.
 LL0630
 LL0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE835503(NAD 83)
 LL0630_MARKER: DB = BENCH MARK DISK
 LL0630_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0630_SP_SET: CULVERT
 LL0630_STAMPING: C 329 1951
 LL0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0630
 LL0630  HISTORY     - Date     Condition        Report By
 LL0630  HISTORY     - 1951     MONUMENTED       CGS
 LL0630  HISTORY     - 1983     MARK NOT FOUND   NGS
 LL0630  HISTORY     - 19980916 MARK NOT FOUND   USPSQD
 LL0630  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL0630
 LL0630                          STATION DESCRIPTION
 LL0630
 LL0630'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0630'1.8 MI NW FROM HYGIENE.
 LL0630'1.0 MILE NORTH ALONG STATE HIGHWAY 379 FROM THE POST OFFICE AT
 LL0630'HYGIENE, THENCE 0.85 MILE WEST ALONG STATE HIGHWAY 66, 24 FEET
 LL0630'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 54 FEET NORTHWEST OF THE
 LL0630'NORTHWEST CORNER OF A TWO STORY WHITE HOUSE, SET IN THE TOP OF THE
 LL0630'EAST WINGWALL OF THE SOUTH HEADWALL OF A 12 INCH PIPE CULVERT.
 LL0630
 LL0630                          STATION RECOVERY (1983)
 LL0630
 LL0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0630'MARK NOT FOUND.
 LL0630
 LL0630                          STATION RECOVERY (1998)
 LL0630
 LL0630'RECOVERY NOTE BY US POWER SQUADRON 1998
 LL0630'MARK NOT FOUND.
 LL0630
 LL0630                          STATION RECOVERY (2001)
 LL0630
 LL0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0630'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0631 ***********************************************************************
 LL0631  DESIGNATION -  C 329 RESET
 LL0631  PID         -  LL0631
 LL0631  STATE/COUNTY-  CO/BOULDER
 LL0631  USGS QUAD   -  HYGIENE (1979)
 LL0631
 LL0631                         *CURRENT SURVEY CONTROL
 LL0631  ___________________________________________________________________
 LL0631* NAD 83(1986)-  40 12 11.     (N)    105 11 37.     (W)     SCALED    
 LL0631* NAVD 88     -      1580.61   (+/-2cm)    5185.7    (feet)  VERTCON   
 LL0631  ___________________________________________________________________
 LL0631  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 LL0631
 LL0631  VERT ORDER  -  THIRD (See Below)
 LL0631
 LL0631.The horizontal coordinates were scaled from a topographic map and have
 LL0631.an estimated accuracy of +/- 6 seconds.
 LL0631
 LL0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL0631.The vertical order pertains to the NGVD 29 superseded value.
 LL0631
 LL0631.The geoid height was determined by GEOID03.
 LL0631
 LL0631;                    North         East    Units  Estimated Accuracy
 LL0631;SPC CO N     -   401,410.      940,490.      MT  (+/- 180 meters Scaled)
 LL0631
 LL0631                          SUPERSEDED SURVEY CONTROL
 LL0631
 LL0631  NGVD 29 (??/??/??) 1579.63   (m)         5182.5    (f) RESET       3  
 LL0631
 LL0631.Superseded values are not recommended for survey control.
 LL0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0631.See file dsdata.txt to determine how the superseded data were derived.
 LL0631
 LL0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE835503(NAD 83)
 LL0631_MARKER: DB = BENCH MARK DISK
 LL0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0631_STAMPING: C 329 RESET 1960
 LL0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0631+STABILITY: SURFACE MOTION
 LL0631
 LL0631  HISTORY     - Date     Condition        Report By
 LL0631  HISTORY     - 1960     MONUMENTED       CODH
 LL0631  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0631  HISTORY     - 19980916 MARK NOT FOUND   USPSQD
 LL0631  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL0631
 LL0631                          STATION DESCRIPTION
 LL0631
 LL0631'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1960
 LL0631'1 MI N FROM HYGIENE.
 LL0631'THE MARK IS LOCATED ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY
 LL0631'379 FROM THE POST OFFICE AT HYGIENE, THENCE 0.85 MILE WEST
 LL0631'ALONG STATE HIGHWAY 66, 66 FEET SOUTH OF THE CENTERLINE OF THE
 LL0631'HIGHWAY, 63 FEET NORTHWEST OF THE NORTHWEST CORNER OF A TWO
 LL0631'STORY WHITE HOUSE, SET IN A 8 X 8 CONCRETE POST, 8 INCHES ABOVE THE
 LL0631'GROUND LEVEL, 30 INCHES BELOW GROUND LEVEL, 18 INCHES IN
 LL0631'DIAMETER, 21 FEET SOUTH OF A NEW R.O.W. FENCE.
 LL0631
 LL0631                          STATION RECOVERY (1984)
 LL0631
 LL0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0631'MARK NOT FOUND.
 LL0631
 LL0631                          STATION RECOVERY (1998)
 LL0631
 LL0631'RECOVERY NOTE BY US POWER SQUADRON 1998
 LL0631'MARK NOT FOUND.
 LL0631
 LL0631                          STATION RECOVERY (2001)
 LL0631
 LL0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0631'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0292 ***********************************************************************
 HK0292  DESIGNATION -  C 33
 HK0292  PID         -  HK0292
 HK0292  STATE/COUNTY-  CO/ALAMOSA
 HK0292  USGS QUAD   -  ALAMOSA WEST (1966)
 HK0292
 HK0292                         *CURRENT SURVEY CONTROL
 HK0292  ___________________________________________________________________
 HK0292* NAD 83(1986)-  37 25 19.     (N)    105 53 41.     (W)     SCALED    
 HK0292* NAVD 88     -      2297.970  (meters)    7539.26   (feet)  ADJUSTED  
 HK0292  ___________________________________________________________________
 HK0292  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 HK0292  DYNAMIC HT  -        2294.946 (meters)    7529.34  (feet)  COMP
 HK0292  MODELED GRAV-     979,231.8   (mgal)                       NAVD 88
 HK0292
 HK0292  VERT ORDER  -  FIRST     CLASS II
 HK0292
 HK0292.The horizontal coordinates were scaled from a topographic map and have
 HK0292.an estimated accuracy of +/- 6 seconds.
 HK0292
 HK0292.The orthometric height was determined by differential leveling
 HK0292.and adjusted by the National Geodetic Survey in June 1991..
 HK0292
 HK0292.The geoid height was determined by GEOID03.
 HK0292
 HK0292.The dynamic height is computed by dividing the NAVD 88
 HK0292.geopotential number by the normal gravity value computed on the
 HK0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0292.degrees latitude (g = 980.6199 gals.).
 HK0292
 HK0292.The modeled gravity was interpolated from observed gravity values.
 HK0292
 HK0292;                    North         East    Units  Estimated Accuracy
 HK0292;SPC CO S     -   388,700.      879,460.      MT  (+/- 180 meters Scaled)
 HK0292
 HK0292                          SUPERSEDED SURVEY CONTROL
 HK0292
 HK0292  NGVD 29 (??/??/92) 2296.764  (m)         7535.30   (f) ADJ UNCH    1 2
 HK0292
 HK0292.Superseded values are not recommended for survey control.
 HK0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0292.See file dsdata.txt to determine how the superseded data were derived.
 HK0292
 HK0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB208420(NAD 83)
 HK0292_MARKER: DB = BENCH MARK DISK
 HK0292_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HK0292_STAMPING: 7535.300 C 33 1933
 HK0292_MARK LOGO: CGS   
 HK0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0292+STABILITY: SURFACE MOTION
 HK0292
 HK0292  HISTORY     - Date     Condition        Report By
 HK0292  HISTORY     - 1933     MONUMENTED       CGS
 HK0292  HISTORY     - 1934     GOOD             NGS
 HK0292  HISTORY     - 1984     GOOD             NGS
 HK0292
 HK0292                          STATION DESCRIPTION
 HK0292
 HK0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HK0292'3.6 MI S FROM ALAMOSA.
 HK0292'ABOUT 3.6 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN
 HK0292'RAILROAD FROM ALAMOSA, ALAMOSA COUNTY, ABOUT 1.7 MILES NORTH
 HK0292'OF HENRY, ABOUT 11 POLES SOUTH OF MILEPOST 255, 62 FEET WEST
 HK0292'OF THE CENTER LINE OF THE TRACK, AT A CONCRETE HIGHWAY CULVERT,
 HK0292'AND IN THE TOP OF THE SOUTH END OF THE EAST HEAD WALL.  A
 HK0292'STANDARD DISK, STAMPED 7535.300 C 33 1933.
 HK0292
 HK0292                          STATION RECOVERY (1984)
 HK0292
 HK0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0292'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  5.5 KM
 HK0292'(3.4 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION WITH U.S.
 HK0292'HIGHWAY 160 IN ALAMOSA, 0.8 KM (0.5 MI) NORTHEAST OF THE INTERSECTION
 HK0292'OF COUNTY ROAD 115, 0.6 KM (0.35 MI) SOUTHWEST OF RAILROAD MILEPOST
 HK0292'255, IN THE SOUTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF A
 HK0292'IRRIGATION DITCH CULVERT UNDER THE HIGHWAY, 12.3 M (40.4 FT) NORTHEAST
 HK0292'OF THE EXTENDED CENTER OF A GRAVELED ROAD LEADING WEST, AND 7.8 M
 HK0292'(25.6 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 HK0292'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0252 ***********************************************************************
 LL0252  DESIGNATION -  C 330
 LL0252  PID         -  LL0252
 LL0252  STATE/COUNTY-  CO/WELD
 LL0252  USGS QUAD   -  GOWANDA (1979)
 LL0252
 LL0252                         *CURRENT SURVEY CONTROL
 LL0252  ___________________________________________________________________
 LL0252* NAD 83(1986)-  40 12 16.     (N)    104 55 23.     (W)     SCALED    
 LL0252* NAVD 88     -      1487.570  (meters)    4880.47   (feet)  POSTED    
 LL0252  ___________________________________________________________________
 LL0252  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 LL0252  DYNAMIC HT  -        1486.250 (meters)    4876.14  (feet)  COMP
 LL0252  MODELED GRAV-     979,687.1   (mgal)                       NAVD 88
 LL0252
 LL0252  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0252
 LL0252.The horizontal coordinates were scaled from a topographic map and have
 LL0252.an estimated accuracy of +/- 6 seconds.
 LL0252
 LL0252.The orthometric height was determined by differential leveling
 LL0252.and adjusted by the National Geodetic Survey in 1992..
 LL0252.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0252.rate of 0.0 thru 1.0 mm/km.
 LL0252
 LL0252.The geoid height was determined by GEOID03.
 LL0252
 LL0252.The dynamic height is computed by dividing the NAVD 88
 LL0252.geopotential number by the normal gravity value computed on the
 LL0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0252.degrees latitude (g = 980.6199 gals.).
 LL0252
 LL0252.The modeled gravity was interpolated from observed gravity values.
 LL0252
 LL0252;                    North         East    Units  Estimated Accuracy
 LL0252;SPC CO N     -   401,680.      963,520.      MT  (+/- 180 meters Scaled)
 LL0252
 LL0252                          SUPERSEDED SURVEY CONTROL
 LL0252
 LL0252  NGVD 29 (??/??/92) 1486.655  (m)         4877.47   (f) ADJ UNCH    2 0
 LL0252
 LL0252.Superseded values are not recommended for survey control.
 LL0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0252.See file dsdata.txt to determine how the superseded data were derived.
 LL0252
 LL0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE065504(NAD 83)
 LL0252_MARKER: DB = BENCH MARK DISK
 LL0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0252_STAMPING: C 330 1951
 LL0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0252+STABILITY: SURFACE MOTION
 LL0252
 LL0252  HISTORY     - Date     Condition        Report By
 LL0252  HISTORY     - 1951     MONUMENTED       CGS
 LL0252
 LL0252                          STATION DESCRIPTION
 LL0252
 LL0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0252'6.1 MI SW FROM PLATTEVILLE.
 LL0252'0.5 MILE SOUTH ALONG U.S.HIGHWAY 85 FROM THE POST OFFICE AT
 LL0252'PLATTEVILLE, THENCE 5.6 MILES WEST ALONG STATE HIGHWAY 66, 30 FEET
 LL0252'NORTH OF THE CENTER LINE OF THE HIGHWAY, 16 FEET EAST OF A FENCE
 LL0252'LEADING NORTH, 1 FOOT SOUTH OF AN EAST AND WEST FENCE, 4 FEET WEST
 LL0252'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LL0252'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0253 ***********************************************************************
 LL0253  DESIGNATION -  C 330 RESET
 LL0253  PID         -  LL0253
 LL0253  STATE/COUNTY-  CO/WELD
 LL0253  USGS QUAD   -  GOWANDA (1979)
 LL0253
 LL0253                         *CURRENT SURVEY CONTROL
 LL0253  ___________________________________________________________________
 LL0253* NAD 83(1986)-  40 12 16.     (N)    104 55 23.     (W)     SCALED    
 LL0253* NAVD 88     -      1487.46   (+/-2cm)    4880.1    (feet)  VERTCON   
 LL0253  ___________________________________________________________________
 LL0253  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 LL0253
 LL0253  VERT ORDER  -  THIRD (See Below)
 LL0253
 LL0253.The horizontal coordinates were scaled from a topographic map and have
 LL0253.an estimated accuracy of +/- 6 seconds.
 LL0253
 LL0253.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL0253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL0253.The vertical order pertains to the NGVD 29 superseded value.
 LL0253
 LL0253.The geoid height was determined by GEOID03.
 LL0253
 LL0253;                    North         East    Units  Estimated Accuracy
 LL0253;SPC CO N     -   401,680.      963,520.      MT  (+/- 180 meters Scaled)
 LL0253
 LL0253                          SUPERSEDED SURVEY CONTROL
 LL0253
 LL0253  NGVD 29 (??/??/??) 1486.55   (m)         4877.1    (f) RESET       3  
 LL0253
 LL0253.Superseded values are not recommended for survey control.
 LL0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0253.See file dsdata.txt to determine how the superseded data were derived.
 LL0253
 LL0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE065504(NAD 83)
 LL0253_MARKER: DB = BENCH MARK DISK
 LL0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0253_STAMPING: C 330 RESET 1958
 LL0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0253+STABILITY: SURFACE MOTION
 LL0253
 LL0253  HISTORY     - Date     Condition        Report By
 LL0253  HISTORY     - 1958     MONUMENTED       CODH
 LL0253  HISTORY     - 1958     SEE DESCRIPTION  NGS
 LL0253  HISTORY     - 1983     MARK NOT FOUND   CGS
 LL0253  HISTORY     - 20040808 MARK NOT FOUND   USPSQD
 LL0253
 LL0253                          STATION DESCRIPTION
 LL0253
 LL0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 LL0253'5.6 MI W FROM PLATTEVILLE.
 LL0253'0.5 MILE SOUTH ALONG U.S.HIGHWAY 85 FROM THE POST OFFICE AT
 LL0253'PLATTEVILLE, THENCE 5.6 MILES WEST ALONG STATE HIGHWAY 66, 30 FEET
 LL0253'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 16 FEET EAST OF A FENCE
 LL0253'LEADING NORTH.
 LL0253'NOTE- MARK IS 10 FEET NORTH OF THE ORIGINAL MARK, AND 1.0 FOOT SOUTH
 LL0253'OF A NEW FENCE.
 LL0253
 LL0253                          STATION RECOVERY (1983)
 LL0253
 LL0253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1983
 LL0253'MARK NOT FOUND.
 LL0253
 LL0253                          STATION RECOVERY (2004)
 LL0253
 LL0253'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL0253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0090 ***********************************************************************
 LL0090  DESIGNATION -  C 331
 LL0090  PID         -  LL0090
 LL0090  STATE/COUNTY-  CO/WELD
 LL0090  USGS QUAD   -  DEARFIELD (1951)
 LL0090
 LL0090                         *CURRENT SURVEY CONTROL
 LL0090  ___________________________________________________________________
 LL0090* NAD 83(1986)-  40 18 47.     (N)    104 19 18.     (W)     SCALED    
 LL0090* NAVD 88     -      1369.187  (meters)    4492.07   (feet)  POSTED    
 LL0090  ___________________________________________________________________
 LL0090  GEOID HEIGHT-         -18.94  (meters)                     GEOID03
 LL0090  DYNAMIC HT  -        1368.050 (meters)    4488.34  (feet)  COMP
 LL0090  MODELED GRAV-     979,745.5   (mgal)                       NAVD 88
 LL0090
 LL0090  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0090
 LL0090.The horizontal coordinates were scaled from a topographic map and have
 LL0090.an estimated accuracy of +/- 6 seconds.
 LL0090
 LL0090.The orthometric height was determined by differential leveling
 LL0090.and adjusted by the National Geodetic Survey in 1992..
 LL0090.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0090.rate of 0.0 thru 1.0 mm/km.
 LL0090
 LL0090.The geoid height was determined by GEOID03.
 LL0090
 LL0090.The dynamic height is computed by dividing the NAVD 88
 LL0090.geopotential number by the normal gravity value computed on the
 LL0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0090.degrees latitude (g = 980.6199 gals.).
 LL0090
 LL0090.The modeled gravity was interpolated from observed gravity values.
 LL0090
 LL0090;                    North         East    Units  Estimated Accuracy
 LL0090;SPC CO N     -   414,250.    1,014,560.      MT  (+/- 180 meters Scaled)
 LL0090
 LL0090                          SUPERSEDED SURVEY CONTROL
 LL0090
 LL0090  NGVD 29 (??/??/92) 1368.381  (m)         4489.43   (f) ADJ UNCH    2 0
 LL0090
 LL0090.Superseded values are not recommended for survey control.
 LL0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0090.See file dsdata.txt to determine how the superseded data were derived.
 LL0090
 LL0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE576627(NAD 83)
 LL0090_MARKER: DB = BENCH MARK DISK
 LL0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0090_SP_SET: CONCRETE BASE
 LL0090_STAMPING: C 331 1952
 LL0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0090
 LL0090  HISTORY     - Date     Condition        Report By
 LL0090  HISTORY     - 1952     MONUMENTED       CGS
 LL0090  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0090
 LL0090                          STATION DESCRIPTION
 LL0090
 LL0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0090'6.2 MI E FROM HARDIN.
 LL0090'6.2 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LL0090'AT HARDIN, 1 POLE EAST OF MILEPOST 129, 9.4 FEET NORTH OF THE
 LL0090'NORTH RAIL, AT THE MOST NORTHERLY ONE OF TWO SEMAPHORES, SET
 LL0090'IN THE TOP OF THE WEST EDGE OF THE CONCRETE BASE OF SEMAPHORE 1289.
 LL0090
 LL0090                          STATION RECOVERY (1984)
 LL0090
 LL0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0090'THERE NO LONGER IS A SEMAPHORE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0027 ***********************************************************************
 JJ0027  DESIGNATION -  C 332
 JJ0027  PID         -  JJ0027
 JJ0027  STATE/COUNTY-  CO/CHEYENNE
 JJ0027  USGS QUAD   -  ARAPAHOE SE (1969)
 JJ0027
 JJ0027                         *CURRENT SURVEY CONTROL
 JJ0027  ___________________________________________________________________
 JJ0027* NAD 83(1986)-  38 51 11.     (N)    102 04 43.     (W)     SCALED    
 JJ0027* NAVD 88     -      1197.358  (meters)    3928.33   (feet)  ADJUSTED  
 JJ0027  ___________________________________________________________________
 JJ0027  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 JJ0027  DYNAMIC HT  -        1196.295 (meters)    3924.84  (feet)  COMP
 JJ0027  MODELED GRAV-     979,698.2   (mgal)                       NAVD 88
 JJ0027
 JJ0027  VERT ORDER  -  FIRST     CLASS II
 JJ0027
 JJ0027.The horizontal coordinates were scaled from a topographic map and have
 JJ0027.an estimated accuracy of +/- 6 seconds.
 JJ0027
 JJ0027.The orthometric height was determined by differential leveling
 JJ0027.and adjusted by the National Geodetic Survey in June 1991..
 JJ0027
 JJ0027.The geoid height was determined by GEOID03.
 JJ0027
 JJ0027.The dynamic height is computed by dividing the NAVD 88
 JJ0027.geopotential number by the normal gravity value computed on the
 JJ0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0027.degrees latitude (g = 980.6199 gals.).
 JJ0027
 JJ0027.The modeled gravity was interpolated from observed gravity values.
 JJ0027
 JJ0027;                    North         East    Units  Estimated Accuracy
 JJ0027;SPC CO C     -   423,590.    1,211,310.      MT  (+/- 180 meters Scaled)
 JJ0027
 JJ0027                          SUPERSEDED SURVEY CONTROL
 JJ0027
 JJ0027  NGVD 29 (??/??/92) 1196.890  (m)         3926.80   (f) ADJ UNCH    1 2
 JJ0027
 JJ0027.Superseded values are not recommended for survey control.
 JJ0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0027.See file dsdata.txt to determine how the superseded data were derived.
 JJ0027
 JJ0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD535045(NAD 83)
 JJ0027_MARKER: DB = BENCH MARK DISK
 JJ0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0027_STAMPING: C 332 1952
 JJ0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0027+STABILITY: SURFACE MOTION
 JJ0027
 JJ0027  HISTORY     - Date     Condition        Report By
 JJ0027  HISTORY     - 1952     MONUMENTED       CGS
 JJ0027
 JJ0027                          STATION DESCRIPTION
 JJ0027
 JJ0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JJ0027'5.5 MI E FROM ARAPAHOE.
 JJ0027'5.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE HARMACK
 JJ0027'GRAIN COMPANY ELEVATOR AT ARAPAHOE, AT THE EAST END OF CHEMANG
 JJ0027'SIDING, 1 1/2 POLES EAST OF MILEPOST 448, 168 FEET NORTH OF THE
 JJ0027'CENTER LINE OF U.S. HIGHWAY 40, 62 FEET SOUTHWEST OF SIGNAL LIGHT
 JJ0027'4480, 60 FEET SOUTH OF THE SOUTH RAIL, 37.4 FEET WEST OF A TELEPHONE
 JJ0027'POLE, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 JJ0027'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1192 ***********************************************************************
 KK1192  DESIGNATION -  C 336
 KK1192  PID         -  KK1192
 KK1192  STATE/COUNTY-  CO/GILPIN
 KK1192  USGS QUAD   -  NEDERLAND (1972)
 KK1192
 KK1192                         *CURRENT SURVEY CONTROL
 KK1192  ___________________________________________________________________
 KK1192* NAD 83(1986)-  39 54 34.     (N)    105 35 55.     (W)     SCALED    
 KK1192* NAVD 88     -      2790.772  (meters)    9156.06   (feet)  ADJUSTED  
 KK1192  ___________________________________________________________________
 KK1192  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 KK1192  DYNAMIC HT  -        2787.498 (meters)    9145.32  (feet)  COMP
 KK1192  MODELED GRAV-     979,351.4   (mgal)                       NAVD 88
 KK1192
 KK1192  VERT ORDER  -  SECOND    CLASS 0
 KK1192
 KK1192.The horizontal coordinates were scaled from a topographic map and have
 KK1192.an estimated accuracy of +/- 6 seconds.
 KK1192
 KK1192.The orthometric height was determined by differential leveling
 KK1192.and adjusted by the National Geodetic Survey in June 1991..
 KK1192
 KK1192.The geoid height was determined by GEOID03.
 KK1192
 KK1192.The dynamic height is computed by dividing the NAVD 88
 KK1192.geopotential number by the normal gravity value computed on the
 KK1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1192.degrees latitude (g = 980.6199 gals.).
 KK1192
 KK1192.The modeled gravity was interpolated from observed gravity values.
 KK1192
 KK1192;                    North         East    Units  Estimated Accuracy
 KK1192;SPC CO N     -   368,770.      905,970.      MT  (+/- 180 meters Scaled)
 KK1192
 KK1192                          SUPERSEDED SURVEY CONTROL
 KK1192
 KK1192  NGVD 29 (??/??/92) 2789.279  (m)         9151.16   (f) ADJ UNCH    2 0
 KK1192
 KK1192.Superseded values are not recommended for survey control.
 KK1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1192.See file dsdata.txt to determine how the superseded data were derived.
 KK1192
 KK1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE488178(NAD 83)
 KK1192_MARKER: DB = BENCH MARK DISK
 KK1192_SETTING: 80 = SET IN A BOULDER
 KK1192_STAMPING: C 336 1952
 KK1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1192+STABILITY: SURFACE MOTION
 KK1192
 KK1192  HISTORY     - Date     Condition        Report By
 KK1192  HISTORY     - 1952     MONUMENTED       CGS
 KK1192  HISTORY     - 1972     GOOD             USGS
 KK1192  HISTORY     - 20011005 MARK NOT FOUND   USPSQD
 KK1192
 KK1192                          STATION DESCRIPTION
 KK1192
 KK1192'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KK1192'2.4 MI W FROM TOLLAND.
 KK1192'TOLLAND FROM GARAGE WITH TOLLAND AND ELEVATION, ON THE NORTH SIDE
 KK1192'OF THE ROAD, 2.4 MILES WEST TO Y OF EAST PORTAL ROAD AND ROLLINS
 KK1192'PASS ROAD, THENCE 1.6 MILES TO AN ABND. LOGGING ROAD, WHICH
 KK1192'IS NOW A TWO TRACK HORSE TRAIL, SOUTH 0.25 MILE
 KK1192'TO WEST EDGE OF TIMBER WHICH IS ASPEN, BM IS 9 FEET NORTH OF
 KK1192'TRAIL AND 20 FEET SOUTHEAST OF ONE OF THE TALLER PINE TREES,
 KK1192'A STANDARD BRASS DISK STAMPED C 336 1952, SET IN THE TOP OF A
 KK1192'4X4 FOOT GRANITE BOULDER, 3 FEET ABOVE THE GROUND.
 KK1192
 KK1192                          STATION RECOVERY (2001)
 KK1192
 KK1192'RECOVERY NOTE BY US POWER SQUADRON 2001 (WAF)
 KK1192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0299 ***********************************************************************
 KK0299  DESIGNATION -  C 337
 KK0299  PID         -  KK0299
 KK0299  STATE/COUNTY-  CO/DOUGLAS
 KK0299  USGS QUAD   -  PONDEROSA PARK (1994)
 KK0299
 KK0299                         *CURRENT SURVEY CONTROL
 KK0299  ___________________________________________________________________
 KK0299* NAD 83(1986)-  39 23 19.     (N)    104 44 31.     (W)     SCALED    
 KK0299* NAVD 88     -      1913.656  (meters)    6278.39   (feet)  POSTED    
 KK0299  ___________________________________________________________________
 KK0299  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 KK0299  DYNAMIC HT  -        1911.680 (meters)    6271.90  (feet)  COMP
 KK0299  MODELED GRAV-     979,525.6   (mgal)                       NAVD 88
 KK0299
 KK0299  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0299
 KK0299.The horizontal coordinates were scaled from a topographic map and have
 KK0299.an estimated accuracy of +/- 6 seconds.
 KK0299
 KK0299.The orthometric height was determined by differential leveling
 KK0299.and adjusted by the National Geodetic Survey in 1992..
 KK0299.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0299.rate of 1.1 thru 2.0 mm/km.
 KK0299
 KK0299.The geoid height was determined by GEOID03.
 KK0299
 KK0299.The dynamic height is computed by dividing the NAVD 88
 KK0299.geopotential number by the normal gravity value computed on the
 KK0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0299.degrees latitude (g = 980.6199 gals.).
 KK0299
 KK0299.The modeled gravity was interpolated from observed gravity values.
 KK0299
 KK0299;                    North         East    Units  Estimated Accuracy
 KK0299;SPC CO C     -   477,720.      979,710.      MT  (+/- 180 meters Scaled)
 KK0299
 KK0299                          SUPERSEDED SURVEY CONTROL
 KK0299
 KK0299  NGVD 29 (??/??/92) 1912.644  (m)         6275.07   (f) ADJ UNCH    2 0
 KK0299
 KK0299.Superseded values are not recommended for survey control.
 KK0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0299.See file dsdata.txt to determine how the superseded data were derived.
 KK0299
 KK0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED222599(NAD 83)
 KK0299_MARKER: DB = BENCH MARK DISK
 KK0299_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0299_SP_SET: CATTLE UNDERPASS
 KK0299_STAMPING: C 337 1952
 KK0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0299
 KK0299  HISTORY     - Date     Condition        Report By
 KK0299  HISTORY     - 1952     MONUMENTED       CGS
 KK0299
 KK0299                          STATION DESCRIPTION
 KK0299
 KK0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0299'8 MI W FROM ELIZABETH.
 KK0299'8.05 MILES WEST ALONG STATE HIGHWAY 86 FROM THE JONES MOTOR
 KK0299'COMPANY BUILDING AT ELIZABETH, 22 FEET SOUTHWEST OF THE CENTER LINE
 KK0299'OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 KK0299'CONCRETE HEADWALL OF A CATTLE UNDERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0355 ***********************************************************************
 JK0355  DESIGNATION -  C 338
 JK0355  PID         -  JK0355
 JK0355  STATE/COUNTY-  CO/TELLER
 JK0355  USGS QUAD   -  CRIPPLE CREEK SOUTH (1975)
 JK0355
 JK0355                         *CURRENT SURVEY CONTROL
 JK0355  ___________________________________________________________________
 JK0355* NAD 83(1986)-  38 40 48.     (N)    105 07 42.     (W)     SCALED    
 JK0355* NAVD 88     -      2954.887  (meters)    9694.49   (feet)  ADJUSTED  
 JK0355  ___________________________________________________________________
 JK0355  GEOID HEIGHT-         -15.13  (meters)                     GEOID03
 JK0355  DYNAMIC HT  -        2951.176 (meters)    9682.32  (feet)  COMP
 JK0355  MODELED GRAV-     979,263.1   (mgal)                       NAVD 88
 JK0355
 JK0355  VERT ORDER  -  SECOND    CLASS 0
 JK0355
 JK0355.The horizontal coordinates were scaled from a topographic map and have
 JK0355.an estimated accuracy of +/- 6 seconds.
 JK0355
 JK0355.The orthometric height was determined by differential leveling
 JK0355.and adjusted by the National Geodetic Survey in June 1991..
 JK0355
 JK0355.The geoid height was determined by GEOID03.
 JK0355
 JK0355.The dynamic height is computed by dividing the NAVD 88
 JK0355.geopotential number by the normal gravity value computed on the
 JK0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0355.degrees latitude (g = 980.6199 gals.).
 JK0355
 JK0355.The modeled gravity was interpolated from observed gravity values.
 JK0355
 JK0355;                    North         East    Units  Estimated Accuracy
 JK0355;SPC CO C     -   398,850.      946,740.      MT  (+/- 180 meters Scaled)
 JK0355
 JK0355                          SUPERSEDED SURVEY CONTROL
 JK0355
 JK0355  NGVD 29 (??/??/92) 2953.532  (m)         9690.05   (f) ADJ UNCH    2 0
 JK0355
 JK0355.Superseded values are not recommended for survey control.
 JK0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0355.See file dsdata.txt to determine how the superseded data were derived.
 JK0355
 JK0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC888812(NAD 83)
 JK0355_MARKER: DB = BENCH MARK DISK
 JK0355_SETTING: 80 = SET IN A BOULDER
 JK0355_SP_SET: BOULDER
 JK0355_STAMPING: C 338 1952
 JK0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0355+STABILITY: SURFACE MOTION
 JK0355
 JK0355  HISTORY     - Date     Condition        Report By
 JK0355  HISTORY     - 1952     MONUMENTED       CGS
 JK0355
 JK0355                          STATION DESCRIPTION
 JK0355
 JK0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JK0355'3.4 MI S FROM VICTOR.
 JK0355'3.35 MILES SOUTH ALONG STATE HIGHWAY 67 FROM THE GRADE SCHOOL AT
 JK0355'VICTOR, 0.25 MILE WEST OF THE ABANDONED RAILROAD STATION AT ALTA
 JK0355'VISTA, 200 FEET NORTH OF AN ABANDONED MINE SHAFT, 52 FEET SOUTHWEST
 JK0355'OF THE CENTER LINE OF THE HIGHWAY, 27 FEET SOUTHWEST OF A FENCE,
 JK0355'20 FEET EAST OF THE SOUTH END OF A SNOW FENCE, 4 FEET ABOVE THE
 JK0355'LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST END OF A LARGE
 JK0355'GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0224 ***********************************************************************
 KL0224  DESIGNATION -  C 339
 KL0224  PID         -  KL0224
 KL0224  STATE/COUNTY-  CO/LAKE
 KL0224  USGS QUAD   -  GRANITE (1982)
 KL0224
 KL0224                         *CURRENT SURVEY CONTROL
 KL0224  ___________________________________________________________________
 KL0224* NAD 83(1986)-  39 05 34.     (N)    106 17 16.     (W)     SCALED    
 KL0224* NAVD 88     -      2765.537  (meters)    9073.27   (feet)  ADJUSTED  
 KL0224  ___________________________________________________________________
 KL0224  GEOID HEIGHT-         -13.30  (meters)                     GEOID03
 KL0224  DYNAMIC HT  -        2761.932 (meters)    9061.44  (feet)  COMP
 KL0224  MODELED GRAV-     979,224.3   (mgal)                       NAVD 88
 KL0224
 KL0224  VERT ORDER  -  FIRST     CLASS II
 KL0224
 KL0224.The horizontal coordinates were scaled from a topographic map and have
 KL0224.an estimated accuracy of +/- 6 seconds.
 KL0224
 KL0224.The orthometric height was determined by differential leveling
 KL0224.and adjusted by the National Geodetic Survey in June 1991..
 KL0224
 KL0224.The geoid height was determined by GEOID03.
 KL0224
 KL0224.The dynamic height is computed by dividing the NAVD 88
 KL0224.geopotential number by the normal gravity value computed on the
 KL0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0224.degrees latitude (g = 980.6199 gals.).
 KL0224
 KL0224.The modeled gravity was interpolated from observed gravity values.
 KL0224
 KL0224;                    North         East    Units  Estimated Accuracy
 KL0224;SPC CO C     -   444,900.      846,250.      MT  (+/- 180 meters Scaled)
 KL0224
 KL0224                          SUPERSEDED SURVEY CONTROL
 KL0224
 KL0224  NGVD 29 (??/??/92) 2763.836  (m)         9067.69   (f) ADJ UNCH    1 2
 KL0224
 KL0224.Superseded values are not recommended for survey control.
 KL0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0224.See file dsdata.txt to determine how the superseded data were derived.
 KL0224
 KL0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD886278(NAD 83)
 KL0224_MARKER: DB = BENCH MARK DISK
 KL0224_SETTING: 80 = SET IN A BOULDER
 KL0224_SP_SET: BOULDER
 KL0224_STAMPING: C 339 1953
 KL0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0224+STABILITY: SURFACE MOTION
 KL0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KL0224+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2004
 KL0224
 KL0224  HISTORY     - Date     Condition        Report By
 KL0224  HISTORY     - 1953     MONUMENTED       CGS
 KL0224  HISTORY     - 20040527 GOOD             GEOCAC
 KL0224
 KL0224                          STATION DESCRIPTION
 KL0224
 KL0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KL0224'3.85 MI NW FROM YALE.
 KL0224'3.85 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KL0224'FROM THE STATION AT YALE, 1 POLE SOUTHEAST OF SEMAPHORE 261.2, 43 FEET
 KL0224'NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 24, 23.5 FEET SOUTHWEST
 KL0224'OF THE SOUTHWEST RAIL, 1.5 FEET SOUTHWEST OF A FENCE, 5 FEET ABOVE THE
 KL0224'TOP OF THE RAILS, 5 FEET BELOW THE LEVEL OF THE HIGHWAY, 10.5 FEET
 KL0224'SOUTH OF A TELEPHONE POLE, SET IN THE TOP OF AN 8X10 FOOT GRANITE
 KL0224'BOULDER.
 KL0224
 KL0224                          STATION RECOVERY (2004)
 KL0224
 KL0224'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 KL0224'FOUND IN GOOD CONDITION.  RAILROAD ABANDONED BUT RAILS STILL IN PLACE.
 KL0224'NEAR US HWY 24 1.2 MILE NORTHWEST OF COLORADO HWY 82.   HANDHELD GPS
 KL0224'COORDINATES N39 05 55.0, W106 17 16.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0382 ***********************************************************************
 HK0382  DESIGNATION -  C 34
 HK0382  PID         -  HK0382
 HK0382  STATE/COUNTY-  CO/SAGUACHE
 HK0382  USGS QUAD   -  MOFFAT SOUTH (1968)
 HK0382
 HK0382                         *CURRENT SURVEY CONTROL
 HK0382  ___________________________________________________________________
 HK0382* NAD 83(1986)-  37 58 51.     (N)    105 54 21.     (W)     SCALED    
 HK0382* NAVD 88     -      2304.131  (meters)    7559.47   (feet)  ADJUSTED  
 HK0382  ___________________________________________________________________
 HK0382  GEOID HEIGHT-         -15.75  (meters)                     GEOID03
 HK0382  DYNAMIC HT  -        2301.230 (meters)    7549.95  (feet)  COMP
 HK0382  MODELED GRAV-     979,287.4   (mgal)                       NAVD 88
 HK0382
 HK0382  VERT ORDER  -  FIRST     CLASS II
 HK0382
 HK0382.The horizontal coordinates were scaled from a topographic map and have
 HK0382.an estimated accuracy of +/- 6 seconds.
 HK0382
 HK0382.The orthometric height was determined by differential leveling
 HK0382.and adjusted by the National Geodetic Survey in June 1991..
 HK0382
 HK0382.The geoid height was determined by GEOID03.
 HK0382
 HK0382.The dynamic height is computed by dividing the NAVD 88
 HK0382.geopotential number by the normal gravity value computed on the
 HK0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0382.degrees latitude (g = 980.6199 gals.).
 HK0382
 HK0382.The modeled gravity was interpolated from observed gravity values.
 HK0382
 HK0382;                    North         East    Units  Estimated Accuracy
 HK0382;SPC CO S     -   450,730.      878,750.      MT  (+/- 180 meters Scaled)
 HK0382
 HK0382                          SUPERSEDED SURVEY CONTROL
 HK0382
 HK0382  NGVD 29 (??/??/92) 2303.043  (m)         7555.90   (f) ADJ UNCH    1 2
 HK0382
 HK0382.Superseded values are not recommended for survey control.
 HK0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0382.See file dsdata.txt to determine how the superseded data were derived.
 HK0382
 HK0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC204040(NAD 83)
 HK0382_MARKER: DB = BENCH MARK DISK
 HK0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0382_STAMPING: C 34 1933 7555.900
 HK0382_MARK LOGO: CGS   
 HK0382_PROJECTION: PROJECTING 10 CENTIMETERS
 HK0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0382+STABILITY: SURFACE MOTION
 HK0382
 HK0382  HISTORY     - Date     Condition        Report By
 HK0382  HISTORY     - 1933     MONUMENTED       CGS
 HK0382  HISTORY     - 1967     GOOD             USGS
 HK0382  HISTORY     - 1984     GOOD             NGS
 HK0382
 HK0382                          STATION DESCRIPTION
 HK0382
 HK0382'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 HK0382'1.3 MI S FROM MOFFAT.
 HK0382'MOFFAT, 1.3 MILES SOUTH OF ALONG STATE HIGHWAY 17. 210 FT. EAST
 HK0382'OF THE HIGHWAY CENTER-LINE, 15 FT. EAST OF OLD RR GRADE, 50 FT. WEST
 HK0382'OF OLD HIGHWAY 17.
 HK0382
 HK0382                          STATION RECOVERY (1984)
 HK0382
 HK0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0382'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.2 KM (1.35
 HK0382'MI) SOUTHERLY ALONG STATE HIGHWAY 17 FROM THE POST OFFICE IN MOFFAT,
 HK0382'65.7 M (215.6 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 15.3 M (50.2
 HK0382'FT) EAST OF THE CENTER OF A TRACK ROAD, AND 4.6 M (15.1 FT) EAST OF
 HK0382'THE CENTER OF AN OLD RAILROAD GRADE.
 HK0382'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 HK0382'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0013 ***********************************************************************
 JL0013  DESIGNATION -  C 340
 JL0013  PID         -  JL0013
 JL0013  STATE/COUNTY-  CO/CHAFFEE
 JL0013  USGS QUAD   -  NATHROP (1983)
 JL0013
 JL0013                         *CURRENT SURVEY CONTROL
 JL0013  ___________________________________________________________________
 JL0013* NAD 83(1986)-  38 41 03.     (N)    106 02 33.     (W)     SCALED    
 JL0013* NAVD 88     -      2278.381  (meters)    7474.99   (feet)  ADJUSTED  
 JL0013  ___________________________________________________________________
 JL0013  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 JL0013  DYNAMIC HT  -        2275.597 (meters)    7465.85  (feet)  COMP
 JL0013  MODELED GRAV-     979,324.8   (mgal)                       NAVD 88
 JL0013
 JL0013  VERT ORDER  -  FIRST     CLASS II
 JL0013
 JL0013.The horizontal coordinates were scaled from a topographic map and have
 JL0013.an estimated accuracy of +/- 6 seconds.
 JL0013
 JL0013.The orthometric height was determined by differential leveling
 JL0013.and adjusted by the National Geodetic Survey in June 1991..
 JL0013
 JL0013.The geoid height was determined by GEOID03.
 JL0013
 JL0013.The dynamic height is computed by dividing the NAVD 88
 JL0013.geopotential number by the normal gravity value computed on the
 JL0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0013.degrees latitude (g = 980.6199 gals.).
 JL0013
 JL0013.The modeled gravity was interpolated from observed gravity values.
 JL0013
 JL0013;                    North         East    Units  Estimated Accuracy
 JL0013;SPC CO C     -   399,390.      867,200.      MT  (+/- 180 meters Scaled)
 JL0013
 JL0013                          SUPERSEDED SURVEY CONTROL
 JL0013
 JL0013  NGVD 29 (??/??/92) 2276.915  (m)         7470.18   (f) ADJ UNCH    1 2
 JL0013
 JL0013.Superseded values are not recommended for survey control.
 JL0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0013.See file dsdata.txt to determine how the superseded data were derived.
 JL0013
 JL0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC093822(NAD 83)
 JL0013_MARKER: DB = BENCH MARK DISK
 JL0013_SETTING: 66 = SET IN ROCK OUTCROP
 JL0013_SP_SET: ROCK OUTCROP
 JL0013_STAMPING: C 340 1953
 JL0013_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0013+STABILITY: POSITION/ELEVATION WELL
 JL0013
 JL0013  HISTORY     - Date     Condition        Report By
 JL0013  HISTORY     - 1953     MONUMENTED       CGS
 JL0013  HISTORY     - 1958     GOOD             NGS
 JL0013
 JL0013                          STATION DESCRIPTION
 JL0013
 JL0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JL0013'5.05 MI SE FROM NATHROP.
 JL0013'ABOUT 5.05 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 JL0013'RAILROAD FROM THE STOCK PENS AT NATHROP, 56 1/2 FEET SOUTHEAST OF MILE
 JL0013'POST 228, IN THE TOP OF A GRANITE OUTCROP, 62 FEET EAST OF THE EAST
 JL0013'RAIL OF THE MAIN TRACK, AT THE NORTH END OF A ROCK CLIFF, ABOUT 0.1
 JL0013'MILE SOUTH OF THE PHONE BOOTH AT SWAN SIDING, AND ABOUT 2 FEET ABOVE
 JL0013'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0567 ***********************************************************************
 JK0567  DESIGNATION -  C 341
 JK0567  PID         -  JK0567
 JK0567  STATE/COUNTY-  CO/FREMONT
 JK0567  USGS QUAD   -  ECHO (1980)
 JK0567
 JK0567                         *CURRENT SURVEY CONTROL
 JK0567  ___________________________________________________________________
 JK0567* NAD 83(1986)-  38 27 02.     (N)    105 31 10.     (W)     SCALED    
 JK0567* NAVD 88     -      1838.737  (meters)    6032.59   (feet)  ADJUSTED  
 JK0567  ___________________________________________________________________
 JK0567  GEOID HEIGHT-         -15.19  (meters)                     GEOID03
 JK0567  DYNAMIC HT  -        1836.607 (meters)    6025.60  (feet)  COMP
 JK0567  MODELED GRAV-     979,406.1   (mgal)                       NAVD 88
 JK0567
 JK0567  VERT ORDER  -  FIRST     CLASS II
 JK0567
 JK0567.The horizontal coordinates were scaled from a topographic map and have
 JK0567.an estimated accuracy of +/- 6 seconds.
 JK0567
 JK0567.The orthometric height was determined by differential leveling
 JK0567.and adjusted by the National Geodetic Survey in June 1991..
 JK0567
 JK0567.The geoid height was determined by GEOID03.
 JK0567
 JK0567.The dynamic height is computed by dividing the NAVD 88
 JK0567.geopotential number by the normal gravity value computed on the
 JK0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0567.degrees latitude (g = 980.6199 gals.).
 JK0567
 JK0567.The modeled gravity was interpolated from observed gravity values.
 JK0567
 JK0567;                    North         East    Units  Estimated Accuracy
 JK0567;SPC CO C     -   373,320.      912,700.      MT  (+/- 180 meters Scaled)
 JK0567
 JK0567                          SUPERSEDED SURVEY CONTROL
 JK0567
 JK0567  NGVD 29 (??/??/92) 1837.501  (m)         6028.53   (f) ADJ UNCH    1 2
 JK0567
 JK0567.Superseded values are not recommended for survey control.
 JK0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0567.See file dsdata.txt to determine how the superseded data were derived.
 JK0567
 JK0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC546559(NAD 83)
 JK0567_MARKER: DB = BENCH MARK DISK
 JK0567_SETTING: 66 = SET IN ROCK OUTCROP
 JK0567_SP_SET: OUTCROP
 JK0567_STAMPING: C 341 1953
 JK0567_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0567+STABILITY: POSITION/ELEVATION WELL
 JK0567
 JK0567  HISTORY     - Date     Condition        Report By
 JK0567  HISTORY     - 1953     MONUMENTED       CGS
 JK0567  HISTORY     - 1979     GOOD             USGS
 JK0567
 JK0567                          STATION DESCRIPTION
 JK0567
 JK0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0567'5.2 MI NE FROM TEXAS CREEK.
 JK0567'5.15 MILES NORTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0567'RAILROAD FROM THE STATION AT TEXAS CREEK, 227 FEET NORTHEAST OF
 JK0567'MILEPOST 179, 56.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 28 FEET
 JK0567'SOUTHEAST OF A FENCE, 4 FEET ABOVE THE GROUND, 6 FEET ABOVE THE
 JK0567'TOP OF THE RAILS, SET IN THE TOP OF A 6X10 FOOT GRANITE OUTCROP.
 JK0567
 JK0567                          STATION RECOVERY (1979)
 JK0567
 JK0567'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JK0567'5.15 MILES NORTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0567'FROM TEXAS CREEK, 227 FEET NORTHEAST OF MILEPOST 179, 86.5 FEET
 JK0567'SOUTHEAST OF THE SOUTHEAST RAIL, 22 FEET SOUTHEAST OF A FENCE, 4 FEET
 JK0567'ABOVE THE GROUND, 6 FEET ABOVE THE TOP OF THE RAILS, SET IN THE TOP
 JK0567'OF A 6 X 10 FOOT GRANITE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0478 ***********************************************************************
 JK0478  DESIGNATION -  C 342
 JK0478  PID         -  JK0478
 JK0478  STATE/COUNTY-  CO/FREMONT
 JK0478  USGS QUAD   -  FLORENCE (1975)
 JK0478
 JK0478                         *CURRENT SURVEY CONTROL
 JK0478  ___________________________________________________________________
 JK0478* NAD 83(1986)-  38 23 38.     (N)    105 01 47.     (W)     SCALED    
 JK0478* NAVD 88     -      1541.342  (meters)    5056.89   (feet)  ADJUSTED  
 JK0478  ___________________________________________________________________
 JK0478  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 JK0478  DYNAMIC HT  -        1539.689 (meters)    5051.46  (feet)  COMP
 JK0478  MODELED GRAV-     979,503.2   (mgal)                       NAVD 88
 JK0478
 JK0478  VERT ORDER  -  FIRST     CLASS II
 JK0478
 JK0478.The horizontal coordinates were scaled from a topographic map and have
 JK0478.an estimated accuracy of +/- 6 seconds.
 JK0478
 JK0478.The orthometric height was determined by differential leveling
 JK0478.and adjusted by the National Geodetic Survey in June 1991..
 JK0478
 JK0478.The geoid height was determined by GEOID03.
 JK0478
 JK0478.The dynamic height is computed by dividing the NAVD 88
 JK0478.geopotential number by the normal gravity value computed on the
 JK0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0478.degrees latitude (g = 980.6199 gals.).
 JK0478
 JK0478.The modeled gravity was interpolated from observed gravity values.
 JK0478
 JK0478;                    North         East    Units  Estimated Accuracy
 JK0478;SPC CO C     -   367,130.      955,490.      MT  (+/- 180 meters Scaled)
 JK0478
 JK0478                          SUPERSEDED SURVEY CONTROL
 JK0478
 JK0478  NGVD 29 (??/??/92) 1540.386  (m)         5053.75   (f) ADJ UNCH    1 2
 JK0478
 JK0478.Superseded values are not recommended for survey control.
 JK0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0478.See file dsdata.txt to determine how the superseded data were derived.
 JK0478
 JK0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC974495(NAD 83)
 JK0478_MARKER: DB = BENCH MARK DISK
 JK0478_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JK0478_SP_SET: RETAINING WALL
 JK0478_STAMPING: C 342 1953
 JK0478_MARK LOGO: CGS   
 JK0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0478+STABILITY: SURFACE MOTION
 JK0478
 JK0478  HISTORY     - Date     Condition        Report By
 JK0478  HISTORY     - 1953     MONUMENTED       CGS
 JK0478  HISTORY     - 1984     GOOD             NGS
 JK0478
 JK0478                          STATION DESCRIPTION
 JK0478
 JK0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0478'0.8 MI W FROM PORTLAND.
 JK0478'0.75 MILE WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0478'FROM THE STATION AT PORTLAND, 9.8 FEET NORTH OF THE NORTH RAIL,
 JK0478'4 FEET BELOW THE TOP OF THE RAILS, 0.6 FOOT WEST OF A FENCE, SET
 JK0478'IN THE TOP OF THE NORTH END OF THE CONCRETE BASE OF THE EAST
 JK0478'ABUTMENT OF BRIDGE 145.54.
 JK0478
 JK0478                          STATION RECOVERY (1984)
 JK0478
 JK0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0478'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.  A
 JK0478'NEW TO REACH FOLLOWS.  2.5 KM (1.55 MI) EASTERLY ALONG U.S. HIGHWAY
 JK0478'50 FROM ITS JUNCTION WITH STATE HIGHWAY 115 IN CANON CITY, THENCE
 JK0478'18.6 KM (11.55 MI) SOUTHEASTERLY ALONG THE DENVER AND RIO GRANDE
 JK0478'WESTERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0125 ***********************************************************************
 JK0125  DESIGNATION -  C 343
 JK0125  PID         -  JK0125
 JK0125  STATE/COUNTY-  CO/PUEBLO
 JK0125  USGS QUAD   -  NORTHEAST PUEBLO (1974)
 JK0125
 JK0125                         *CURRENT SURVEY CONTROL
 JK0125  ___________________________________________________________________
 JK0125* NAD 83(1986)-  38 15 44.     (N)    104 35 44.     (W)     SCALED    
 JK0125* NAVD 88     -      1424.523  (meters)    4673.62   (feet)  ADJUSTED  
 JK0125  ___________________________________________________________________
 JK0125  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 JK0125  DYNAMIC HT  -        1423.037 (meters)    4668.75  (feet)  COMP
 JK0125  MODELED GRAV-     979,536.4   (mgal)                       NAVD 88
 JK0125
 JK0125  VERT ORDER  -  FIRST     CLASS II
 JK0125
 JK0125.The horizontal coordinates were scaled from a topographic map and have
 JK0125.an estimated accuracy of +/- 6 seconds.
 JK0125
 JK0125.The orthometric height was determined by differential leveling
 JK0125.and adjusted by the National Geodetic Survey in June 1991..
 JK0125
 JK0125.The geoid height was determined by GEOID03.
 JK0125
 JK0125.The dynamic height is computed by dividing the NAVD 88
 JK0125.geopotential number by the normal gravity value computed on the
 JK0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0125.degrees latitude (g = 980.6199 gals.).
 JK0125
 JK0125.The modeled gravity was interpolated from observed gravity values.
 JK0125
 JK0125;                    North         East    Units  Estimated Accuracy
 JK0125;SPC CO S     -   482,270.      993,550.      MT  (+/- 180 meters Scaled)
 JK0125
 JK0125                          SUPERSEDED SURVEY CONTROL
 JK0125
 JK0125  NGVD 29 (??/??/92) 1423.672  (m)         4670.83   (f) ADJ UNCH    1 2
 JK0125
 JK0125.Superseded values are not recommended for survey control.
 JK0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0125.See file dsdata.txt to determine how the superseded data were derived.
 JK0125
 JK0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC353349(NAD 83)
 JK0125_MARKER: DB = BENCH MARK DISK
 JK0125_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JK0125_SP_SET: BRIDGE ABUTMENT
 JK0125_STAMPING: C 343 1953
 JK0125_MARK LOGO: CGS   
 JK0125_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0125+SATELLITE: SATELLITE OBSERVATIONS - January 04, 1996
 JK0125
 JK0125  HISTORY     - Date     Condition        Report By
 JK0125  HISTORY     - 1953     MONUMENTED       CGS
 JK0125  HISTORY     - 1954     GOOD             NGS
 JK0125  HISTORY     - 1985     GOOD             NGS
 JK0125  HISTORY     - 19960104 GOOD             CODOT
 JK0125
 JK0125                          STATION DESCRIPTION
 JK0125
 JK0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0125'1.3 MI E FROM PUEBLO.
 JK0125'1.3 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 JK0125'FROM THE UNION STATION AT PUEBLO, 9 FEET NORTH OF THE NORTH RAIL,
 JK0125'2 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE NORTH END
 JK0125'OF THE EAST CONCRETE ABUTMENT OF BRIDGE 617 D, 14.8 FEET SOUTH OF
 JK0125'THE NORTH END OF THE ABUTMENT.
 JK0125
 JK0125                          STATION RECOVERY (1954)
 JK0125
 JK0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JK0125'RECOVERED IN GOOD CONDITION.
 JK0125
 JK0125                          STATION RECOVERY (1985)
 JK0125
 JK0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JK0125'RECOVERED IN GOOD CONDITION.  A NEW ROUTE TO THE MARK FOLLOWS.  IN
 JK0125'PUEBLO, AT THE INTERSECTION OF FOUNTAIN CREEK AND THE SANTA FE
 JK0125'RAILROAD.
 JK0125
 JK0125                          STATION RECOVERY (1996)
 JK0125
 JK0125'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (PGG)
 JK0125'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0176 ***********************************************************************
 JK0176  DESIGNATION -  C 347
 JK0176  PID         -  JK0176
 JK0176  STATE/COUNTY-  CO/EL PASO
 JK0176  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK0176
 JK0176                         *CURRENT SURVEY CONTROL
 JK0176  ___________________________________________________________________
 JK0176* NAD 83(1986)-  38 47 46.     (N)    104 46 55.     (W)     SCALED    
 JK0176* NAVD 88     -      1785.421  (meters)    5857.67   (feet)  ADJUSTED  
 JK0176  ___________________________________________________________________
 JK0176  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 JK0176  DYNAMIC HT  -        1783.489 (meters)    5851.33  (feet)  COMP
 JK0176  MODELED GRAV-     979,482.7   (mgal)                       NAVD 88
 JK0176
 JK0176  VERT ORDER  -  FIRST     CLASS II
 JK0176
 JK0176.The horizontal coordinates were scaled from a topographic map and have
 JK0176.an estimated accuracy of +/- 6 seconds.
 JK0176
 JK0176.The orthometric height was determined by differential leveling
 JK0176.and adjusted by the National Geodetic Survey in June 1991..
 JK0176
 JK0176.The geoid height was determined by GEOID03.
 JK0176
 JK0176.The dynamic height is computed by dividing the NAVD 88
 JK0176.geopotential number by the normal gravity value computed on the
 JK0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0176.degrees latitude (g = 980.6199 gals.).
 JK0176
 JK0176.The modeled gravity was interpolated from observed gravity values.
 JK0176
 JK0176;                    North         East    Units  Estimated Accuracy
 JK0176;SPC CO C     -   411,920.      976,780.      MT  (+/- 180 meters Scaled)
 JK0176
 JK0176                          SUPERSEDED SURVEY CONTROL
 JK0176
 JK0176  NGVD 29 (??/??/92) 1784.380  (m)         5854.25   (f) ADJ UNCH    1 2
 JK0176
 JK0176.Superseded values are not recommended for survey control.
 JK0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0176.See file dsdata.txt to determine how the superseded data were derived.
 JK0176
 JK0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC189941(NAD 83)
 JK0176_MARKER: DB = BENCH MARK DISK
 JK0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0176_STAMPING: C 347 1953
 JK0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0176+STABILITY: SURFACE MOTION
 JK0176
 JK0176  HISTORY     - Date     Condition        Report By
 JK0176  HISTORY     - 1953     MONUMENTED       CGS
 JK0176  HISTORY     - 1983     MARK NOT FOUND   NGS
 JK0176  HISTORY     - 19970805 MARK NOT FOUND   USPSQD
 JK0176  HISTORY     - 20020119 MARK NOT FOUND   USPSQD
 JK0176
 JK0176                          STATION DESCRIPTION
 JK0176
 JK0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0176'4 MI SE FROM COLORADO SPRINGS.
 JK0176'4.05 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0176'FROM THE STATION AT COLORADO SPRINGS, 5 1/2 RAILS SOUTHEAST OF
 JK0176'MILEPOST 79, 110 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD
 JK0176'CROSSING, 156 FEET WEST OF THE SOUTHWEST CORNER OF THE STATION AT
 JK0176'KELKER, 47.3 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK,
 JK0176'62 FEET SOUTHWEST OF THE CENTER LINE OF A ROAD, 12 FEET SOUTHEAST
 JK0176'OF A TELEPHONE POLE, 2.2 FEET SOUTHEAST OF A WITNESS POST, SET IN
 JK0176'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 JK0176
 JK0176                          STATION RECOVERY (1983)
 JK0176
 JK0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JK0176'MARK NOT FOUND.
 JK0176
 JK0176                          STATION RECOVERY (1997)
 JK0176
 JK0176'RECOVERY NOTE BY US POWER SQUADRON 1997
 JK0176'MARK NOT FOUND.
 JK0176
 JK0176                          STATION RECOVERY (2002)
 JK0176
 JK0176'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 JK0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0051 ***********************************************************************
 JK0051  DESIGNATION -  C 348
 JK0051  PID         -  JK0051
 JK0051  STATE/COUNTY-  CO/PUEBLO
 JK0051  USGS QUAD   -  PINON (1974)
 JK0051
 JK0051                         *CURRENT SURVEY CONTROL
 JK0051  ___________________________________________________________________
 JK0051* NAD 83(1986)-  38 28 34.     (N)    104 36 41.     (W)     SCALED    
 JK0051* NAVD 88     -      1550.396  (meters)    5086.59   (feet)  ADJUSTED  
 JK0051  ___________________________________________________________________
 JK0051  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 JK0051  DYNAMIC HT  -        1548.773 (meters)    5081.27  (feet)  COMP
 JK0051  MODELED GRAV-     979,528.1   (mgal)                       NAVD 88
 JK0051
 JK0051  VERT ORDER  -  FIRST     CLASS II
 JK0051
 JK0051.The horizontal coordinates were scaled from a topographic map and have
 JK0051.an estimated accuracy of +/- 6 seconds.
 JK0051
 JK0051.The orthometric height was determined by differential leveling
 JK0051.and adjusted by the National Geodetic Survey in June 1991..
 JK0051
 JK0051.The geoid height was determined by GEOID03.
 JK0051
 JK0051.The dynamic height is computed by dividing the NAVD 88
 JK0051.geopotential number by the normal gravity value computed on the
 JK0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0051.degrees latitude (g = 980.6199 gals.).
 JK0051
 JK0051.The modeled gravity was interpolated from observed gravity values.
 JK0051
 JK0051;                    North         East    Units  Estimated Accuracy
 JK0051;SPC CO S     -   506,000.      991,940.      MT  (+/- 180 meters Scaled)
 JK0051
 JK0051                          SUPERSEDED SURVEY CONTROL
 JK0051
 JK0051  NGVD 29 (??/??/92) 1549.482  (m)         5083.59   (f) ADJ UNCH    1 2
 JK0051
 JK0051.Superseded values are not recommended for survey control.
 JK0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0051.See file dsdata.txt to determine how the superseded data were derived.
 JK0051
 JK0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC338587(NAD 83)
 JK0051_MARKER: DB = BENCH MARK DISK
 JK0051_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JK0051_SP_SET: BRIDGE ABUTMENT
 JK0051_STAMPING: C 348 1953
 JK0051_MARK LOGO: CGS   
 JK0051_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0051_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JK0051+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1996
 JK0051
 JK0051  HISTORY     - Date     Condition        Report By
 JK0051  HISTORY     - 1953     MONUMENTED       CGS
 JK0051  HISTORY     - 1954     GOOD             NGS
 JK0051  HISTORY     - 1983     GOOD             NGS
 JK0051  HISTORY     - 19960201 GOOD             CODOT
 JK0051
 JK0051                          STATION DESCRIPTION
 JK0051
 JK0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JK0051'15.4 MI SE FROM FOUNTAIN.
 JK0051'15.4 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0051'RAILROAD FROM THE STATION AT FOUNTAIN, 0.15 MILE SOUTH OF A PRIVATE
 JK0051'ROAD CROSSING, 5.6 FEET WEST OF THE WEST RAIL, SET IN THE TOP OF
 JK0051'THE WEST END OF THE NORTH CONCRETE ABUTMENT OF BRIDGE 103.34.
 JK0051
 JK0051                          STATION RECOVERY (1983)
 JK0051
 JK0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JK0051'RECOVERED IN GOOD CONDITION.
 JK0051
 JK0051                          STATION RECOVERY (1996)
 JK0051
 JK0051'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (PG)
 JK0051'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0133 ***********************************************************************
 JK0133  DESIGNATION -  C 349
 JK0133  PID         -  JK0133
 JK0133  STATE/COUNTY-  CO/PUEBLO
 JK0133  USGS QUAD   -  NORTHWEST PUEBLO (1994)
 JK0133
 JK0133                         *CURRENT SURVEY CONTROL
 JK0133  ___________________________________________________________________
 JK0133* NAD 83(1986)-  38 15 30.     (N)    104 38 57.     (W)     SCALED    
 JK0133* NAVD 88     -      1462.149  (meters)    4797.07   (feet)  ADJUSTED  
 JK0133  ___________________________________________________________________
 JK0133  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 JK0133  DYNAMIC HT  -        1460.617 (meters)    4792.04  (feet)  COMP
 JK0133  MODELED GRAV-     979,530.2   (mgal)                       NAVD 88
 JK0133
 JK0133  VERT ORDER  -  FIRST     CLASS II
 JK0133
 JK0133.The horizontal coordinates were scaled from a topographic map and have
 JK0133.an estimated accuracy of +/- 6 seconds.
 JK0133
 JK0133.The orthometric height was determined by differential leveling
 JK0133.and adjusted by the National Geodetic Survey in June 1991..
 JK0133
 JK0133.The geoid height was determined by GEOID03.
 JK0133
 JK0133.The dynamic height is computed by dividing the NAVD 88
 JK0133.geopotential number by the normal gravity value computed on the
 JK0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0133.degrees latitude (g = 980.6199 gals.).
 JK0133
 JK0133.The modeled gravity was interpolated from observed gravity values.
 JK0133
 JK0133;                    North         East    Units  Estimated Accuracy
 JK0133;SPC CO S     -   481,790.      988,870.      MT  (+/- 180 meters Scaled)
 JK0133
 JK0133                          SUPERSEDED SURVEY CONTROL
 JK0133
 JK0133  NGVD 29 (??/??/92) 1461.275  (m)         4794.20   (f) ADJ UNCH    1 2
 JK0133
 JK0133.Superseded values are not recommended for survey control.
 JK0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0133.See file dsdata.txt to determine how the superseded data were derived.
 JK0133
 JK0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC306345(NAD 83)
 JK0133_MARKER: DB = BENCH MARK DISK
 JK0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0133_STAMPING: C 349 1953
 JK0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0133+STABILITY: SURFACE MOTION
 JK0133
 JK0133  HISTORY     - Date     Condition        Report By
 JK0133  HISTORY     - 1953     MONUMENTED       CGS
 JK0133  HISTORY     - 1984     MARK NOT FOUND   NGS
 JK0133  HISTORY     - 19960104 MARK NOT FOUND   CODOT
 JK0133
 JK0133                          STATION DESCRIPTION
 JK0133
 JK0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0133'4.4 MI SW FROM PUEBLO.
 JK0133'3.0 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JK0133'THE STATION AT PUEBLO, THENCE 0.1 MILE SOUTH ACROSS COUNTRY, THENCE
 JK0133'0.6 MILE SOUTH ALONG SOUTH PARK STREET, THENCE 0.7 MILE EAST ALONG
 JK0133'STATE HIGHWAY 96, 37 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 JK0133'67 FEET SOUTHWEST OF THE CENTER OF AN INTERSECTION WITH NEWMAN AVENUE,
 JK0133'14 FEET SOUTHWEST OF A POWER POLE, 25 FEET WEST OF A FENCE CORNER,
 JK0133'1.6 FEET NORTH OF A STONE FENCE, 2.7 FEET WEST OF A WITNESS POST,
 JK0133'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 JK0133'THE GROUND.
 JK0133
 JK0133                          STATION RECOVERY (1984)
 JK0133
 JK0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0133'MARK NOT FOUND.
 JK0133
 JK0133                          STATION RECOVERY (1996)
 JK0133
 JK0133'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (PG)
 JK0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0914 ***********************************************************************
 KK0914  DESIGNATION -  C 350
 KK0914  PID         -  KK0914
 KK0914  STATE/COUNTY-  CO/PARK
 KK0914  USGS QUAD   -  GARO (1994)
 KK0914
 KK0914                         *CURRENT SURVEY CONTROL
 KK0914  ___________________________________________________________________
 KK0914* NAD 83(1986)-  39 02 05.     (N)    105 58 29.     (W)     SCALED    
 KK0914* NAVD 88     -      2778.642  (meters)    9116.26   (feet)  ADJUSTED  
 KK0914  ___________________________________________________________________
 KK0914  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 KK0914  DYNAMIC HT  -        2775.115 (meters)    9104.69  (feet)  COMP
 KK0914  MODELED GRAV-     979,257.5   (mgal)                       NAVD 88
 KK0914
 KK0914  VERT ORDER  -  FIRST     CLASS II
 KK0914
 KK0914.The horizontal coordinates were scaled from a topographic map and have
 KK0914.an estimated accuracy of +/- 6 seconds.
 KK0914
 KK0914.The orthometric height was determined by differential leveling
 KK0914.and adjusted by the National Geodetic Survey in June 1991..
 KK0914
 KK0914.The geoid height was determined by GEOID03.
 KK0914
 KK0914.The dynamic height is computed by dividing the NAVD 88
 KK0914.geopotential number by the normal gravity value computed on the
 KK0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0914.degrees latitude (g = 980.6199 gals.).
 KK0914
 KK0914.The modeled gravity was interpolated from observed gravity values.
 KK0914
 KK0914;                    North         East    Units  Estimated Accuracy
 KK0914;SPC CO C     -   438,270.      873,300.      MT  (+/- 180 meters Scaled)
 KK0914
 KK0914                          SUPERSEDED SURVEY CONTROL
 KK0914
 KK0914  NGVD 29 (??/??/92) 2777.060  (m)         9111.07   (f) ADJ UNCH    1 2
 KK0914
 KK0914.Superseded values are not recommended for survey control.
 KK0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0914.See file dsdata.txt to determine how the superseded data were derived.
 KK0914
 KK0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD156210(NAD 83)
 KK0914_MARKER: DB = BENCH MARK DISK
 KK0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0914_STAMPING: C 350 1954
 KK0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0914+STABILITY: SURFACE MOTION
 KK0914
 KK0914  HISTORY     - Date     Condition        Report By
 KK0914  HISTORY     - 1954     MONUMENTED       CGS
 KK0914
 KK0914                          STATION DESCRIPTION
 KK0914
 KK0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK0914'7.8 MI N FROM ANTERO JUNCTION.
 KK0914'7.85 MILES NORTH ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION WITH
 KK0914'U.S. HIGHWAY 24 AT ANTERO JUNCTION, 47 FEET WEST OF THE CENTER LINE
 KK0914'OF THE HIGHWAY, 76 FEET NORTH OF THE CENTER LINE OF A ROAD LEADING
 KK0914'TO A SAWMILL, 4 FEET EAST OF A FENCE, 3 FEET SOUTH OF A WITNESS
 KK0914'POST, 4 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A
 KK0914'CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0057 ***********************************************************************
 JL0057  DESIGNATION -  C 351
 JL0057  PID         -  JL0057
 JL0057  STATE/COUNTY-  CO/CHAFFEE
 JL0057  USGS QUAD   -  BUENA VISTA EAST (1994)
 JL0057
 JL0057                         *CURRENT SURVEY CONTROL
 JL0057  ___________________________________________________________________
 JL0057* NAD 83(1986)-  38 48 50.     (N)    106 05 19.     (W)     SCALED    
 JL0057* NAVD 88     -      2439.615  (meters)    8003.97   (feet)  ADJUSTED  
 JL0057  ___________________________________________________________________
 JL0057  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 JL0057  DYNAMIC HT  -        2436.603 (meters)    7994.09  (feet)  COMP
 JL0057  MODELED GRAV-     979,305.9   (mgal)                       NAVD 88
 JL0057
 JL0057  VERT ORDER  -  FIRST     CLASS II
 JL0057
 JL0057.The horizontal coordinates were scaled from a topographic map and have
 JL0057.an estimated accuracy of +/- 6 seconds.
 JL0057
 JL0057.The orthometric height was determined by differential leveling
 JL0057.and adjusted by the National Geodetic Survey in June 1991..
 JL0057
 JL0057.The geoid height was determined by GEOID03.
 JL0057
 JL0057.The dynamic height is computed by dividing the NAVD 88
 JL0057.geopotential number by the normal gravity value computed on the
 JL0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0057.degrees latitude (g = 980.6199 gals.).
 JL0057
 JL0057.The modeled gravity was interpolated from observed gravity values.
 JL0057
 JL0057;                    North         East    Units  Estimated Accuracy
 JL0057;SPC CO C     -   413,820.      863,280.      MT  (+/- 180 meters Scaled)
 JL0057
 JL0057                          SUPERSEDED SURVEY CONTROL
 JL0057
 JL0057  NGVD 29 (??/??/92) 2438.120  (m)         7999.07   (f) ADJ UNCH    1 2
 JL0057
 JL0057.Superseded values are not recommended for survey control.
 JL0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0057.See file dsdata.txt to determine how the superseded data were derived.
 JL0057
 JL0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC054966(NAD 83)
 JL0057_MARKER: DB = BENCH MARK DISK
 JL0057_SETTING: 80 = SET IN A BOULDER
 JL0057_SP_SET: BOULDER
 JL0057_STAMPING: C 351 1954
 JL0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0057+STABILITY: SURFACE MOTION
 JL0057
 JL0057  HISTORY     - Date     Condition        Report By
 JL0057  HISTORY     - 1954     MONUMENTED       CGS
 JL0057  HISTORY     - 20040702 MARK NOT FOUND   GEOCAC
 JL0057
 JL0057                          STATION DESCRIPTION
 JL0057
 JL0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JL0057'3.8 MI E FROM BUENA VISTA.
 JL0057'2.4 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0057'FROM THE STATION AT BUENA VISTA, THENCE 1.4 MILES NORTHEAST ALONG U.S.
 JL0057'HIGHWAYS 24 AND 285, 54 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 JL0057'AT THE WEST END OF A CUT, 3 FEET NORTH OF A FENCE, 16 FEET SOUTH OF A
 JL0057'WITNESS POST, SET IN THE TOP OF A LARGE FLAT BOULDER.
 JL0057
 JL0057                          STATION RECOVERY (2004)
 JL0057
 JL0057'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 JL0057'HIGHWAY HAS BEEN WIDENED.  NO FENCE OR WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0163 ***********************************************************************
 JK0163  DESIGNATION -  C 354
 JK0163  PID         -  JK0163
 JK0163  STATE/COUNTY-  CO/EL PASO
 JK0163  USGS QUAD   -  PIKEVIEW (1994)
 JK0163
 JK0163                         *CURRENT SURVEY CONTROL
 JK0163  ___________________________________________________________________
 JK0163* NAD 83(1986)-  38 58 27.     (N)    104 50 00.     (W)     SCALED    
 JK0163* NAVD 88     -      1963.242  (meters)    6441.07   (feet)  ADJUSTED  
 JK0163  ___________________________________________________________________
 JK0163  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 JK0163  DYNAMIC HT  -        1961.079 (meters)    6433.97  (feet)  COMP
 JK0163  MODELED GRAV-     979,456.2   (mgal)                       NAVD 88
 JK0163
 JK0163  VERT ORDER  -  FIRST     CLASS II
 JK0163
 JK0163.The horizontal coordinates were scaled from a topographic map and have
 JK0163.an estimated accuracy of +/- 6 seconds.
 JK0163
 JK0163.The orthometric height was determined by differential leveling
 JK0163.and adjusted by the National Geodetic Survey in June 1991..
 JK0163
 JK0163.The geoid height was determined by GEOID03.
 JK0163
 JK0163.The dynamic height is computed by dividing the NAVD 88
 JK0163.geopotential number by the normal gravity value computed on the
 JK0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0163.degrees latitude (g = 980.6199 gals.).
 JK0163
 JK0163.The modeled gravity was interpolated from observed gravity values.
 JK0163
 JK0163;                    North         East    Units  Estimated Accuracy
 JK0163;SPC CO C     -   431,650.      972,170.      MT  (+/- 180 meters Scaled)
 JK0163
 JK0163                          SUPERSEDED SURVEY CONTROL
 JK0163
 JK0163  NGVD 29 (??/??/92) 1962.110  (m)         6437.36   (f) ADJ UNCH    1 2
 JK0163
 JK0163.Superseded values are not recommended for survey control.
 JK0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0163.See file dsdata.txt to determine how the superseded data were derived.
 JK0163
 JK0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED144139(NAD 83)
 JK0163_MARKER: DB = BENCH MARK DISK
 JK0163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JK0163_SP_SET: CULVERT
 JK0163_STAMPING: C 354 1954
 JK0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK0163
 JK0163  HISTORY     - Date     Condition        Report By
 JK0163  HISTORY     - 1954     MONUMENTED       CGS
 JK0163
 JK0163                          STATION DESCRIPTION
 JK0163
 JK0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JK0163'8.8 MI S FROM MONUMENT.
 JK0163'0.2 MILE WEST ALONG A GRAVELED STREET FROM THE GRADE SCHOOL AT
 JK0163'MONUMENT, THENCE 8.6 MILES SOUTH ALONG THE DENVER AND RIO GRANDE
 JK0163'WESTERN RAILROAD, 21 FEET WEST OF THE WEST RAIL, 56 FEET EAST OF THE
 JK0163'CENTER LINE OF A ROAD, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE
 JK0163'TOP OF THE NORTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0205 ***********************************************************************
 KK0205  DESIGNATION -  C 355
 KK0205  PID         -  KK0205
 KK0205  STATE/COUNTY-  CO/DOUGLAS
 KK0205  USGS QUAD   -  SEDALIA (1994)
 KK0205
 KK0205                         *CURRENT SURVEY CONTROL
 KK0205  ___________________________________________________________________
 KK0205* NAD 83(1986)-  39 25 52.     (N)    104 55 34.     (W)     SCALED    
 KK0205* NAVD 88     -      1811.718  (meters)    5943.94   (feet)  POSTED    
 KK0205  ___________________________________________________________________
 KK0205  GEOID HEIGHT-         -16.69  (meters)                     GEOID03
 KK0205  DYNAMIC HT  -        1809.870 (meters)    5937.88  (feet)  COMP
 KK0205  MODELED GRAV-     979,541.3   (mgal)                       NAVD 88
 KK0205
 KK0205  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 KK0205
 KK0205.The horizontal coordinates were scaled from a topographic map and have
 KK0205.an estimated accuracy of +/- 6 seconds.
 KK0205
 KK0205.The orthometric height was determined by differential leveling
 KK0205.and adjusted by the National Geodetic Survey in 1992..
 KK0205.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 KK0205.rate of 3.1 thru 4.0 mm/km.
 KK0205
 KK0205.The geoid height was determined by GEOID03.
 KK0205
 KK0205.The dynamic height is computed by dividing the NAVD 88
 KK0205.geopotential number by the normal gravity value computed on the
 KK0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0205.degrees latitude (g = 980.6199 gals.).
 KK0205
 KK0205.The modeled gravity was interpolated from observed gravity values.
 KK0205
 KK0205;                    North         East    Units  Estimated Accuracy
 KK0205;SPC CO C     -   482,320.      963,810.      MT  (+/- 180 meters Scaled)
 KK0205
 KK0205                          SUPERSEDED SURVEY CONTROL
 KK0205
 KK0205  NGVD 29 (??/??/92) 1810.742  (m)         5940.74   (f) ADJ UNCH    1 2
 KK0205
 KK0205.Superseded values are not recommended for survey control.
 KK0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0205.See file dsdata.txt to determine how the superseded data were derived.
 KK0205
 KK0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED063646(NAD 83)
 KK0205_MARKER: DB = BENCH MARK DISK
 KK0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0205_STAMPING: C 355 1954
 KK0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0205+STABILITY: SURFACE MOTION
 KK0205
 KK0205  HISTORY     - Date     Condition        Report By
 KK0205  HISTORY     - 1954     MONUMENTED       CGS
 KK0205  HISTORY     - 1983     MARK NOT FOUND   NGS
 KK0205
 KK0205                          STATION DESCRIPTION
 KK0205
 KK0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK0205'2 MI SE FROM SEDALIA.
 KK0205'2.0 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 KK0205'RAILROAD FROM THE STATION AT SEDALIA, 0.5 MILE NORTHWEST OF
 KK0205'MILEPOST 27, 32 FEET NORTH OF THE NORTH RAIL, 53 FEET SOUTH OF
 KK0205'THE CENTER LINE OF U.S. HIGHWAY 85, 2 FEET WEST OF A WITNESS POST,
 KK0205'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 KK0205'THE GROUND.
 KK0205
 KK0205                          STATION RECOVERY (1983)
 KK0205
 KK0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0205'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0463 ***********************************************************************
 KK0463  DESIGNATION -  C 356
 KK0463  PID         -  KK0463
 KK0463  STATE/COUNTY-  CO/ARAPAHOE
 KK0463  USGS QUAD   -  ENGLEWOOD (1997)
 KK0463
 KK0463                         *CURRENT SURVEY CONTROL
 KK0463  ___________________________________________________________________
 KK0463* NAD 83(1986)-  39 39 27.     (N)    104 54 46.     (W)     SCALED    
 KK0463* NAVD 88     -      1685.328  (meters)    5529.28   (feet)  POSTED    
 KK0463  ___________________________________________________________________
 KK0463  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 KK0463  DYNAMIC HT  -        1683.680 (meters)    5523.87  (feet)  COMP
 KK0463  MODELED GRAV-     979,588.2   (mgal)                       NAVD 88
 KK0463
 KK0463  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0463
 KK0463.The horizontal coordinates were scaled from a topographic map and have
 KK0463.an estimated accuracy of +/- 6 seconds.
 KK0463
 KK0463.The orthometric height was determined by differential leveling
 KK0463.and adjusted by the National Geodetic Survey in 1992..
 KK0463.No vertical observational check was made to the station.
 KK0463.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0463.was located on a no-check spur therefore a value was not computed.
 KK0463
 KK0463.The geoid height was determined by GEOID03.
 KK0463
 KK0463.The dynamic height is computed by dividing the NAVD 88
 KK0463.geopotential number by the normal gravity value computed on the
 KK0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0463.degrees latitude (g = 980.6199 gals.).
 KK0463
 KK0463.The modeled gravity was interpolated from observed gravity values.
 KK0463
 KK0463;                    North         East    Units  Estimated Accuracy
 KK0463;SPC CO C     -   507,470.      964,800.      MT  (+/- 180 meters Scaled)
 KK0463
 KK0463                          SUPERSEDED SURVEY CONTROL
 KK0463
 KK0463  NGVD 29 (??/??/92) 1684.394  (m)         5526.22   (f) ADJ UNCH    1 2
 KK0463
 KK0463.Superseded values are not recommended for survey control.
 KK0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0463.See file dsdata.txt to determine how the superseded data were derived.
 KK0463
 KK0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED074897(NAD 83)
 KK0463_MARKER: DB = BENCH MARK DISK
 KK0463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0463_STAMPING: C 356 1954
 KK0463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0463+STABILITY: SURFACE MOTION
 KK0463
 KK0463  HISTORY     - Date     Condition        Report By
 KK0463  HISTORY     - 1954     MONUMENTED       CGS
 KK0463  HISTORY     - 1955     GOOD             NGS
 KK0463
 KK0463                          STATION DESCRIPTION
 KK0463
 KK0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK0463'4.4 MI E FROM ENGLEWOOD.
 KK0463'3.7 MILES EAST ALONG EAST HAMDEN AVENUE FROM THE LOWELL SCHOOL AT
 KK0463'ENGLEWOOD, THENCE 0.75 MILE NORTH ALONG THE ENGLEWOOD AIRPORT
 KK0463'ROAD, 21 FEET EAST OF THE NORTH ENTRANCE TO THE OFFICE BUILDING AT
 KK0463'THE AIRPORT, 8.5 FEET EAST OF THE NORTHEAST CORNER OF THE BUILDING,
 KK0463'0.5 FOOT SOUTH OF THE SOUTH EDGE OF AN EAST AND WEST SIDEWALK, SET
 KK0463'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE SIDEWALK.
 KK0463'NOTE-- RESET IN 1960.
 KK0463
 KK0463                          STATION RECOVERY (1955)
 KK0463
 KK0463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0464 ***********************************************************************
 KK0464  DESIGNATION -  C 356 RESET
 KK0464  PID         -  KK0464
 KK0464  STATE/COUNTY-  CO/ARAPAHOE
 KK0464  USGS QUAD   -  ENGLEWOOD (1997)
 KK0464
 KK0464                         *CURRENT SURVEY CONTROL
 KK0464  ___________________________________________________________________
 KK0464* NAD 83(1986)-  39 39 27.     (N)    104 54 46.     (W)     SCALED    
 KK0464* NAVD 88     -      1686.46   (+/-2cm)    5533.0    (feet)  VERTCON   
 KK0464  ___________________________________________________________________
 KK0464  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 KK0464
 KK0464  VERT ORDER  -  THIRD (See Below)
 KK0464
 KK0464.The horizontal coordinates were scaled from a topographic map and have
 KK0464.an estimated accuracy of +/- 6 seconds.
 KK0464
 KK0464.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK0464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK0464.The vertical order pertains to the NGVD 29 superseded value.
 KK0464
 KK0464.The geoid height was determined by GEOID03.
 KK0464
 KK0464;                    North         East    Units  Estimated Accuracy
 KK0464;SPC CO C     -   507,470.      964,800.      MT  (+/- 180 meters Scaled)
 KK0464
 KK0464                          SUPERSEDED SURVEY CONTROL
 KK0464
 KK0464  NGVD 29 (03/28/06) 1685.54   (m)         5530.0    (f) RESET       3  
 KK0464
 KK0464.Superseded values are not recommended for survey control.
 KK0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0464.See file dsdata.txt to determine how the superseded data were derived.
 KK0464
 KK0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED074897(NAD 83)
 KK0464_MARKER: DB = BENCH MARK DISK
 KK0464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0464_STAMPING: C 356 RESET 1960
 KK0464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0464+STABILITY: SURFACE MOTION
 KK0464
 KK0464  HISTORY     - Date     Condition        Report By
 KK0464  HISTORY     - 1960     MONUMENTED       CGS
 KK0464  HISTORY     - 1962     GOOD             NGS
 KK0464  HISTORY     - 1984     MARK NOT FOUND   NGS
 KK0464
 KK0464                          STATION DESCRIPTION
 KK0464
 KK0464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 KK0464'AT GAISER HOLLY RIDGE.
 KK0464'AT GAISER HOLLY RIDGE, WHICH IS A NEW SUBDIVISION OF ENGLEWOOD, AT
 KK0464'THE SOUTHEAST CORNER OF DARMOUTH AND EASTMAN AVENUES, AND SET IN THE
 KK0464'TOP OF A CONCRETE POST WHICH IS JUST SOUTH OF, ADJACENT TO,
 KK0464'AND ABOUT LEVEL WITH THE SIDEWALK.
 KK0464
 KK0464                          STATION RECOVERY (1984)
 KK0464
 KK0464'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK0464'THE AIRPORT IS NOW A HOUSING DEVELOPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0430 ***********************************************************************
 LL0430  DESIGNATION -  C 357
 LL0430  PID         -  LL0430
 LL0430  STATE/COUNTY-  CO/LARIMER
 LL0430  USGS QUAD   -  WELLINGTON (1978)
 LL0430
 LL0430                         *CURRENT SURVEY CONTROL
 LL0430  ___________________________________________________________________
 LL0430* NAD 83(1986)-  40 40 05.     (N)    105 03 10.     (W)     SCALED    
 LL0430* NAVD 88     -      1578.596  (meters)    5179.11   (feet)  ADJUSTED  
 LL0430  ___________________________________________________________________
 LL0430  GEOID HEIGHT-         -15.82  (meters)                     GEOID03
 LL0430  DYNAMIC HT  -        1577.279 (meters)    5174.79  (feet)  COMP
 LL0430  MODELED GRAV-     979,734.8   (mgal)                       NAVD 88
 LL0430
 LL0430  VERT ORDER  -  FIRST     CLASS II
 LL0430
 LL0430.The horizontal coordinates were scaled from a topographic map and have
 LL0430.an estimated accuracy of +/- 6 seconds.
 LL0430
 LL0430.The orthometric height was determined by differential leveling
 LL0430.and adjusted by the National Geodetic Survey in June 1991..
 LL0430
 LL0430.The geoid height was determined by GEOID03.
 LL0430
 LL0430.The dynamic height is computed by dividing the NAVD 88
 LL0430.geopotential number by the normal gravity value computed on the
 LL0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0430.degrees latitude (g = 980.6199 gals.).
 LL0430
 LL0430.The modeled gravity was interpolated from observed gravity values.
 LL0430
 LL0430;                    North         East    Units  Estimated Accuracy
 LL0430;SPC CO N     -   453,100.      952,220.      MT  (+/- 180 meters Scaled)
 LL0430
 LL0430                          SUPERSEDED SURVEY CONTROL
 LL0430
 LL0430  NGVD 29 (??/??/92) 1577.657  (m)         5176.03   (f) ADJ UNCH    1 2
 LL0430
 LL0430.Superseded values are not recommended for survey control.
 LL0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0430.See file dsdata.txt to determine how the superseded data were derived.
 LL0430
 LL0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF955019(NAD 83)
 LL0430_MARKER: DB = BENCH MARK DISK
 LL0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0430_STAMPING: C 357 1954
 LL0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0430+STABILITY: SURFACE MOTION
 LL0430
 LL0430  HISTORY     - Date     Condition        Report By
 LL0430  HISTORY     - 1954     MONUMENTED       CGS
 LL0430  HISTORY     - 1984     GOOD             NGS
 LL0430
 LL0430                          STATION DESCRIPTION
 LL0430
 LL0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LL0430'5.4 MI S FROM WAVERLY.
 LL0430'4.6 MILES SOUTH ALONG STATE HIGHWAY 253 FROM THE WAVERLY SCHOOL
 LL0430'AT WAVERLY, THENCE 0.8 MILE EAST ALONG STATE HIGHWAY 1, 60 YARDS
 LL0430'SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE WHITE FARMHOUSE, 66
 LL0430'FEET EAST OF THE EXTENDED CENTER LINE OF A PRIVATE DRIVEWAY
 LL0430'LEADING NORTH, 47 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 LL0430'57 FEET WEST OF THE CENTER OF A WIRE GATE, 9.5 FEET WEST OF A
 LL0430'POWER POLE, 1.7 FEET NORTH OF A FENCE, 2 FEET EAST OF A WITNESS
 LL0430'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 LL0430'ABOVE THE GROUND.
 LL0430
 LL0430                          STATION RECOVERY (1984)
 LL0430
 LL0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1090 ***********************************************************************
 KK1090  DESIGNATION -  C 359
 KK1090  PID         -  KK1090
 KK1090  STATE/COUNTY-  CO/PARK
 KK1090  USGS QUAD   -  MT EVANS (1974)
 KK1090
 KK1090                         *CURRENT SURVEY CONTROL
 KK1090  ___________________________________________________________________
 KK1090* NAD 83(1986)-  39 33 51.     (N)    105 43 20.     (W)     SCALED    
 KK1090* NAVD 88     -      3239.506  (meters)   10628.28   (feet)  ADJUSTED  
 KK1090  ___________________________________________________________________
 KK1090  GEOID HEIGHT-         -12.30  (meters)                     GEOID03
 KK1090  DYNAMIC HT  -        3235.301 (meters)   10614.48  (feet)  COMP
 KK1090  MODELED GRAV-     979,209.6   (mgal)                       NAVD 88
 KK1090
 KK1090  VERT ORDER  -  FIRST     CLASS II
 KK1090
 KK1090.The horizontal coordinates were scaled from a topographic map and have
 KK1090.an estimated accuracy of +/- 6 seconds.
 KK1090
 KK1090.The orthometric height was determined by differential leveling
 KK1090.and adjusted by the National Geodetic Survey in June 1991..
 KK1090
 KK1090.The geoid height was determined by GEOID03.
 KK1090
 KK1090.The dynamic height is computed by dividing the NAVD 88
 KK1090.geopotential number by the normal gravity value computed on the
 KK1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1090.degrees latitude (g = 980.6199 gals.).
 KK1090
 KK1090.The modeled gravity was interpolated from observed gravity values.
 KK1090
 KK1090;                    North         East    Units  Estimated Accuracy
 KK1090;SPC CO C     -   496,960.      895,310.      MT  (+/- 180 meters Scaled)
 KK1090
 KK1090                          SUPERSEDED SURVEY CONTROL
 KK1090
 KK1090  NGVD 29 (??/??/92) 3237.776  (m)        10622.60   (f) ADJ UNCH    1 2
 KK1090
 KK1090.Superseded values are not recommended for survey control.
 KK1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1090.See file dsdata.txt to determine how the superseded data were derived.
 KK1090
 KK1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD379796(NAD 83)
 KK1090_MARKER: DB = BENCH MARK DISK
 KK1090_SETTING: 80 = SET IN A BOULDER
 KK1090_STAMPING: C 359 1954
 KK1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1090+STABILITY: SURFACE MOTION
 KK1090
 KK1090  HISTORY     - Date     Condition        Report By
 KK1090  HISTORY     - 1954     MONUMENTED       CGS
 KK1090
 KK1090                          STATION DESCRIPTION
 KK1090
 KK1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK1090'10.1 MI NW FROM GRANT.
 KK1090'10.1 MILES NORTHWEST ALONG A WINDING ROCKY ROAD FROM THE PLATTE
 KK1090'RIVER INN AT GRANT, 350 FEET SOUTHEAST OF A WOODEN GATE, 19 FEET
 KK1090'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 10 FEET SOUTHWEST OF A
 KK1090'16 INCH FORKED SPRUCE TREE, 3 FEET ABOVE THE GROUND, SET IN THE
 KK1090'TOP OF A 5X10 FOOT GRANTIE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0039 ***********************************************************************
 KM0039  DESIGNATION -  C 36
 KM0039  PID         -  KM0039
 KM0039  STATE/COUNTY-  CO/MESA
 KM0039  USGS QUAD   -  BADGER WASH (1968)
 KM0039
 KM0039                         *CURRENT SURVEY CONTROL
 KM0039  ___________________________________________________________________
 KM0039* NAD 83(1986)-  39 16 32.     (N)    108 57 01.     (W)     SCALED    
 KM0039* NAVD 88     -      1411.422  (meters)    4630.64   (feet)  ADJUSTED  
 KM0039  ___________________________________________________________________
 KM0039  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 KM0039  DYNAMIC HT  -        1410.087 (meters)    4626.26  (feet)  COMP
 KM0039  MODELED GRAV-     979,632.0   (mgal)                       NAVD 88
 KM0039
 KM0039  VERT ORDER  -  FIRST     CLASS II
 KM0039
 KM0039.The horizontal coordinates were scaled from a topographic map and have
 KM0039.an estimated accuracy of +/- 6 seconds.
 KM0039
 KM0039.The orthometric height was determined by differential leveling
 KM0039.and adjusted by the National Geodetic Survey in June 1991..
 KM0039
 KM0039.The geoid height was determined by GEOID03.
 KM0039
 KM0039.The dynamic height is computed by dividing the NAVD 88
 KM0039.geopotential number by the normal gravity value computed on the
 KM0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0039.degrees latitude (g = 980.6199 gals.).
 KM0039
 KM0039.The modeled gravity was interpolated from observed gravity values.
 KM0039
 KM0039;                    North         East    Units  Estimated Accuracy
 KM0039;SPC CO C     -   470,550.      616,770.      MT  (+/- 180 meters Scaled)
 KM0039
 KM0039                          SUPERSEDED SURVEY CONTROL
 KM0039
 KM0039  NGVD 29 (??/??/92) 1410.346  (m)         4627.11   (f) ADJ UNCH    1 2
 KM0039
 KM0039.Superseded values are not recommended for survey control.
 KM0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0039.See file dsdata.txt to determine how the superseded data were derived.
 KM0039
 KM0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ768493(NAD 83)
 KM0039_MARKER: DB = BENCH MARK DISK
 KM0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KM0039_STAMPING: 4627.110 C 36 1933
 KM0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0039+STABILITY: SURFACE MOTION
 KM0039
 KM0039  HISTORY     - Date     Condition        Report By
 KM0039  HISTORY     - 1933     MONUMENTED       CGS
 KM0039  HISTORY     - 1969     POOR             USGS
 KM0039
 KM0039                          STATION DESCRIPTION
 KM0039
 KM0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KM0039'6.0 MI NW FROM MACK.
 KM0039'CONCRETE POST, ON UINTAH RY. RIGHT OF WAY, 2.0 MILES SOUTHEAST OF
 KM0039'RADER, 40 FEET NORTHEAST OF MILEPOST 6, 60 FEET NORTHEAST OF RAILROAD
 KM0039'CENTER-LINE.
 KM0039
 KM0039                          STATION RECOVERY (1969)
 KM0039
 KM0039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 KM0039'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1013 ***********************************************************************
 KK1013  DESIGNATION -  C 360
 KK1013  PID         -  KK1013
 KK1013  STATE/COUNTY-  CO/GRAND
 KK1013  USGS QUAD   -  BERTHOUD PASS (1957)
 KK1013
 KK1013                         *CURRENT SURVEY CONTROL
 KK1013  ___________________________________________________________________
 KK1013* NAD 83(1986)-  39 48 22.     (N)    105 46 31.     (W)     SCALED    
 KK1013* NAVD 88     -      3393.708  (meters)   11134.19   (feet)  ADJUSTED  
 KK1013  ___________________________________________________________________
 KK1013  GEOID HEIGHT-         -12.40  (meters)                     GEOID03
 KK1013  DYNAMIC HT  -        3389.258 (meters)   11119.59  (feet)  COMP
 KK1013  MODELED GRAV-     979,190.2   (mgal)                       NAVD 88
 KK1013
 KK1013  VERT ORDER  -  FIRST     CLASS II
 KK1013
 KK1013.The horizontal coordinates were scaled from a topographic map and have
 KK1013.an estimated accuracy of +/- 6 seconds.
 KK1013
 KK1013.The orthometric height was determined by differential leveling
 KK1013.and adjusted by the National Geodetic Survey in June 1991..
 KK1013
 KK1013.The geoid height was determined by GEOID03.
 KK1013
 KK1013.The dynamic height is computed by dividing the NAVD 88
 KK1013.geopotential number by the normal gravity value computed on the
 KK1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1013.degrees latitude (g = 980.6199 gals.).
 KK1013
 KK1013.The modeled gravity was interpolated from observed gravity values.
 KK1013
 KK1013;                    North         East    Units  Estimated Accuracy
 KK1013;SPC CO N     -   357,330.      890,830.      MT  (+/- 180 meters Scaled)
 KK1013
 KK1013                          SUPERSEDED SURVEY CONTROL
 KK1013
 KK1013  NGVD 29 (??/??/92) 3391.874  (m)        11128.17   (f) ADJ UNCH    1 2
 KK1013
 KK1013.Superseded values are not recommended for survey control.
 KK1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1013.See file dsdata.txt to determine how the superseded data were derived.
 KK1013
 KK1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE336065(NAD 83)
 KK1013_MARKER: DB = BENCH MARK DISK
 KK1013_SETTING: 80 = SET IN A BOULDER
 KK1013_STAMPING: C 360 1954
 KK1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1013+STABILITY: SURFACE MOTION
 KK1013
 KK1013  HISTORY     - Date     Condition        Report By
 KK1013  HISTORY     - 1954     MONUMENTED       CGS
 KK1013
 KK1013                          STATION DESCRIPTION
 KK1013
 KK1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK1013'10.2 MI S FROM WEST PORTAL.
 KK1013'10.15 MILES SOUTH ALONG U.S. HIGHWAY 40 FROM THE WEST PORTAL OF
 KK1013'THE MOFFAT TUNNEL AT WEST PORTAL, ON THE OUTSIDE OF A CURVE IN THE
 KK1013'HIGHWAY, 65 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET
 KK1013'NORTH OF A WITNESS POST, 0.3 FOOT ABOVE THE GROUND, SET IN THE TOP
 KK1013'OF A 2X5 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0734 ***********************************************************************
 LL0734  DESIGNATION -  C 361
 LL0734  PID         -  LL0734
 LL0734  STATE/COUNTY-  CO/GRAND
 LL0734  USGS QUAD   -  GRANBY (1978)
 LL0734
 LL0734                         *CURRENT SURVEY CONTROL
 LL0734  ___________________________________________________________________
 LL0734* NAD 83(1986)-  40 07 11.     (N)    105 54 16.     (W)     SCALED    
 LL0734* NAVD 88     -      2429.441  (meters)    7970.59   (feet)  ADJUSTED  
 LL0734  ___________________________________________________________________
 LL0734  GEOID HEIGHT-         -12.50  (meters)                     GEOID03
 LL0734  DYNAMIC HT  -        2426.770 (meters)    7961.83  (feet)  COMP
 LL0734  MODELED GRAV-     979,439.0   (mgal)                       NAVD 88
 LL0734
 LL0734  VERT ORDER  -  FIRST     CLASS II
 LL0734
 LL0734.The horizontal coordinates were scaled from a topographic map and have
 LL0734.an estimated accuracy of +/- 6 seconds.
 LL0734
 LL0734.The orthometric height was determined by differential leveling
 LL0734.and adjusted by the National Geodetic Survey in June 1991..
 LL0734
 LL0734.The geoid height was determined by GEOID03.
 LL0734
 LL0734.The dynamic height is computed by dividing the NAVD 88
 LL0734.geopotential number by the normal gravity value computed on the
 LL0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0734.degrees latitude (g = 980.6199 gals.).
 LL0734
 LL0734.The modeled gravity was interpolated from observed gravity values.
 LL0734
 LL0734;                    North         East    Units  Estimated Accuracy
 LL0734;SPC CO N     -   392,190.      879,930.      MT  (+/- 180 meters Scaled)
 LL0734
 LL0734                          SUPERSEDED SURVEY CONTROL
 LL0734
 LL0734  NGVD 29 (??/??/92) 2428.074  (m)         7966.11   (f) ADJ UNCH    1 2
 LL0734
 LL0734.Superseded values are not recommended for survey control.
 LL0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0734.See file dsdata.txt to determine how the superseded data were derived.
 LL0734
 LL0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE229414(NAD 83)
 LL0734_MARKER: DB = BENCH MARK DISK
 LL0734_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LL0734_SP_SET: BRIDGE
 LL0734_STAMPING: C 361 1954
 LL0734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0734
 LL0734  HISTORY     - Date     Condition        Report By
 LL0734  HISTORY     - 1954     MONUMENTED       CGS
 LL0734  HISTORY     - 19980713 MARK NOT FOUND   CODOT
 LL0734
 LL0734                          STATION DESCRIPTION
 LL0734
 LL0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LL0734'4.9 MI N FROM GRANBY.
 LL0734'1.25 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LL0734'GRANBY, THENCE 3.65 MILES NORTHEAST ALONG U.S. HIGHWAY 34, 21 FEET
 LL0734'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 LL0734'SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF A CONCRETE BRIDGE OVER
 LL0734'THE COLORADO RIVER.
 LL0734
 LL0734                          STATION RECOVERY (1998)
 LL0734
 LL0734'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (DU)
 LL0734'BRIDGE CONCRETE IN VERY POOR CONDITION. ENTIRE STRUCTURE IS SPALLING.
 LL0734'DISK MAY HAVE SPALLED OF AS WELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0147 ***********************************************************************
 LM0147  DESIGNATION -  C 362
 LM0147  PID         -  LM0147
 LM0147  STATE/COUNTY-  CO/GRAND
 LM0147  USGS QUAD   -  RADIAL MOUNTAIN (1956)
 LM0147
 LM0147                         *CURRENT SURVEY CONTROL
 LM0147  ___________________________________________________________________
 LM0147* NAD 83(1986)-  40 20 03.     (N)    106 04 30.     (W)     SCALED    
 LM0147* NAVD 88     -      2760.103  (meters)    9055.44   (feet)  ADJUSTED  
 LM0147  ___________________________________________________________________
 LM0147  GEOID HEIGHT-         -11.97  (meters)                     GEOID03
 LM0147  DYNAMIC HT  -        2756.967 (meters)    9045.15  (feet)  COMP
 LM0147  MODELED GRAV-     979,388.8   (mgal)                       NAVD 88
 LM0147
 LM0147  VERT ORDER  -  FIRST     CLASS II
 LM0147
 LM0147.The horizontal coordinates were scaled from a topographic map and have
 LM0147.an estimated accuracy of +/- 6 seconds.
 LM0147
 LM0147.The orthometric height was determined by differential leveling
 LM0147.and adjusted by the National Geodetic Survey in June 1991..
 LM0147
 LM0147.The geoid height was determined by GEOID03.
 LM0147
 LM0147.The dynamic height is computed by dividing the NAVD 88
 LM0147.geopotential number by the normal gravity value computed on the
 LM0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0147.degrees latitude (g = 980.6199 gals.).
 LM0147
 LM0147.The modeled gravity was interpolated from observed gravity values.
 LM0147
 LM0147;                    North         East    Units  Estimated Accuracy
 LM0147;SPC CO N     -   416,080.      865,540.      MT  (+/- 180 meters Scaled)
 LM0147
 LM0147                          SUPERSEDED SURVEY CONTROL
 LM0147
 LM0147  NGVD 29 (??/??/92) 2758.594  (m)         9050.49   (f) ADJ UNCH    1 2
 LM0147
 LM0147.Superseded values are not recommended for survey control.
 LM0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0147.See file dsdata.txt to determine how the superseded data were derived.
 LM0147
 LM0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE086654(NAD 83)
 LM0147_MARKER: DB = BENCH MARK DISK
 LM0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0147_STAMPING: C 362 1954
 LM0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0147+STABILITY: SURFACE MOTION
 LM0147
 LM0147  HISTORY     - Date     Condition        Report By
 LM0147  HISTORY     - 1954     MONUMENTED       CGS
 LM0147
 LM0147                          STATION DESCRIPTION
 LM0147
 LM0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LM0147'12.75 MI S FROM RAND.
 LM0147'12.75 MILES SOUTH ALONG STATE HIGHWAY 125 FROM THE POST OFFICE AT
 LM0147'RAND, 74 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 43 FEET
 LM0147'EAST OF AN 18 INCH PINE TREE, 78 FEET NORTHEAST OF HIGHWAY MARKER 130,
 LM0147'1.7 FEET EAST OF A WITNESS POST, 4 FEET ABOVE THE LEVEL OF THE
 LM0147'HIGHWAY, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT
 LM0147'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0343 ***********************************************************************
 KJ0343  DESIGNATION -  C 363
 KJ0343  PID         -  KJ0343
 KJ0343  STATE/COUNTY-  CO/WASHINGTON
 KJ0343  USGS QUAD   -  LAST CHANCE (1973)
 KJ0343
 KJ0343                         *CURRENT SURVEY CONTROL
 KJ0343  ___________________________________________________________________
 KJ0343* NAD 83(1986)-  39 41 47.     (N)    103 35 30.     (W)     SCALED    
 KJ0343* NAVD 88     -      1523.774  (meters)    4999.25   (feet)  ADJUSTED  
 KJ0343  ___________________________________________________________________
 KJ0343  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 KJ0343  DYNAMIC HT  -        1522.416 (meters)    4994.79  (feet)  COMP
 KJ0343  MODELED GRAV-     979,681.7   (mgal)                       NAVD 88
 KJ0343
 KJ0343  VERT ORDER  -  SECOND    CLASS 0
 KJ0343
 KJ0343.The horizontal coordinates were scaled from a topographic map and have
 KJ0343.an estimated accuracy of +/- 6 seconds.
 KJ0343
 KJ0343.The orthometric height was determined by differential leveling
 KJ0343.and adjusted by the National Geodetic Survey in June 1991..
 KJ0343
 KJ0343.The geoid height was determined by GEOID03.
 KJ0343
 KJ0343.The dynamic height is computed by dividing the NAVD 88
 KJ0343.geopotential number by the normal gravity value computed on the
 KJ0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0343.degrees latitude (g = 980.6199 gals.).
 KJ0343
 KJ0343.The modeled gravity was interpolated from observed gravity values.
 KJ0343
 KJ0343;                    North         East    Units  Estimated Accuracy
 KJ0343;SPC CO N     -   346,870.    1,078,070.      MT  (+/- 180 meters Scaled)
 KJ0343
 KJ0343                          SUPERSEDED SURVEY CONTROL
 KJ0343
 KJ0343  NGVD 29 (??/??/92) 1523.012  (m)         4996.75   (f) ADJ UNCH    2 0
 KJ0343
 KJ0343.Superseded values are not recommended for survey control.
 KJ0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0343.See file dsdata.txt to determine how the superseded data were derived.
 KJ0343
 KJ0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD207950(NAD 83)
 KJ0343_MARKER: DB = BENCH MARK DISK
 KJ0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0343_STAMPING: C 363 1954
 KJ0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0343+STABILITY: SURFACE MOTION
 KJ0343
 KJ0343  HISTORY     - Date     Condition        Report By
 KJ0343  HISTORY     - 1954     MONUMENTED       CGS
 KJ0343
 KJ0343                          STATION DESCRIPTION
 KJ0343
 KJ0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KJ0343'3.2 MI S FROM LAST CHANCE.
 KJ0343'3.2 MILES SOUTH ALONG STATE HIGHWAY 71 FROM ITS INTERSECTION WITH
 KJ0343'U.S. HIGHWAY 36 AT LAST CHANCE, 101 FEET WEST OF THE CENTER LINE OF
 KJ0343'THE HIGHWAY, 97 FEET NORTH OF THE EXTENDED CENTER LINE OF A TRACK
 KJ0343'ROAD LEADING EAST, 1.4 FEET EAST OF A WITNESS POST, SET IN THE TOP
 KJ0343'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0074 ***********************************************************************
 KM0074  DESIGNATION -  C 364
 KM0074  PID         -  KM0074
 KM0074  STATE/COUNTY-  CO/MESA
 KM0074  USGS QUAD   -  GRAND JUNCTION (1973)
 KM0074
 KM0074                         *CURRENT SURVEY CONTROL
 KM0074  ___________________________________________________________________
 KM0074* NAD 83(1986)-  39 06 53.     (N)    108 32 04.     (W)     SCALED    
 KM0074* NAVD 88     -      1452.961  (meters)    4766.92   (feet)  ADJUSTED  
 KM0074  ___________________________________________________________________
 KM0074  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 KM0074  DYNAMIC HT  -        1451.552 (meters)    4762.30  (feet)  COMP
 KM0074  MODELED GRAV-     979,607.1   (mgal)                       NAVD 88
 KM0074
 KM0074  VERT ORDER  -  SECOND    CLASS 0
 KM0074
 KM0074.The horizontal coordinates were scaled from a topographic map and have
 KM0074.an estimated accuracy of +/- 6 seconds.
 KM0074
 KM0074.The orthometric height was determined by differential leveling
 KM0074.and adjusted by the National Geodetic Survey in June 1991..
 KM0074
 KM0074.The geoid height was determined by GEOID03.
 KM0074
 KM0074.The dynamic height is computed by dividing the NAVD 88
 KM0074.geopotential number by the normal gravity value computed on the
 KM0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0074.degrees latitude (g = 980.6199 gals.).
 KM0074
 KM0074.The modeled gravity was interpolated from observed gravity values.
 KM0074
 KM0074;                    North         East    Units  Estimated Accuracy
 KM0074;SPC CO C     -   451,430.      652,030.      MT  (+/- 180 meters Scaled)
 KM0074
 KM0074                          SUPERSEDED SURVEY CONTROL
 KM0074
 KM0074  NGVD 29 (??/??/92) 1451.928  (m)         4763.53   (f) ADJ UNCH    2 0
 KM0074
 KM0074.Superseded values are not recommended for survey control.
 KM0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0074.See file dsdata.txt to determine how the superseded data were derived.
 KM0074
 KM0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ131324(NAD 83)
 KM0074_MARKER: DB = BENCH MARK DISK
 KM0074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KM0074_SP_SET: BRIDGE
 KM0074_STAMPING: C 364 1963
 KM0074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0074
 KM0074  HISTORY     - Date     Condition        Report By
 KM0074  HISTORY     - 1963     MONUMENTED       CGS
 KM0074  HISTORY     - 1984     MARK NOT FOUND   NGS
 KM0074
 KM0074                          STATION DESCRIPTION
 KM0074
 KM0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 KM0074'1.5 MI N FROM GRAND JUNCTION.
 KM0074'FROM THE INTERSECTION OF 12TH STREET AND NORTH AVE. GO NORTH FOR 1.6
 KM0074'MILES TO A Y-FORK.  TAKE THE RIGHT FORK AND GO FOR 1.3 MILES TO A
 KM0074'BRIDGE OVER CANAL AND THE MARK ON THE RIGHT.  THE MARK IS 20 FEET WEST
 KM0074'OF THE CENTER-LINE OF DIRT ROAD AND 15 FEET SOUTH OF CENTER-LINE OF
 KM0074'MAIN ROAD TO AIRPORT.  THE MARK IS A STANDARD DISK SET IN A DRILL HOLE
 KM0074'AT THE SOUTH END OF CONCRETE BRIDGE ABUTMENT ON THE SE EDGE OF ROAD
 KM0074'AND IS STAMPED C 364 1963.
 KM0074
 KM0074                          STATION RECOVERY (1984)
 KM0074
 KM0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KM0074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0288 ***********************************************************************
 JJ0288  DESIGNATION -  C 37
 JJ0288  PID         -  JJ0288
 JJ0288  STATE/COUNTY-  CO/CHEYENNE
 JJ0288  USGS QUAD   -  LEWIS LAKE (1982)
 JJ0288
 JJ0288                         *CURRENT SURVEY CONTROL
 JJ0288  ___________________________________________________________________
 JJ0288* NAD 83(1992)-  38 44 37.44482(N)    102 47 42.19492(W)     ADJUSTED  
 JJ0288* NAVD 88     -      1302.447  (meters)    4273.11   (feet)  ADJUSTED  
 JJ0288  ___________________________________________________________________
 JJ0288  X           -  -1,103,374.996 (meters)                     COMP
 JJ0288  Y           -  -4,858,464.381 (meters)                     COMP
 JJ0288  Z           -   3,970,969.199 (meters)                     COMP
 JJ0288  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 JJ0288  ELLIP HEIGHT-        1279.89  (meters)          (12/03/02) GPS OBS
 JJ0288  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 JJ0288  DYNAMIC HT  -        1301.222 (meters)    4269.09  (feet)  COMP
 JJ0288  MODELED GRAV-     979,642.2   (mgal)                       NAVD 88
 JJ0288
 JJ0288  HORZ ORDER  -  FIRST
 JJ0288  VERT ORDER  -  FIRST     CLASS II
 JJ0288  ELLP ORDER  -  FOURTH    CLASS II
 JJ0288
 JJ0288.The horizontal coordinates were established by GPS observations
 JJ0288.and adjusted by the National Geodetic Survey in June 1996..
 JJ0288
 JJ0288.The orthometric height was determined by differential leveling
 JJ0288.and adjusted by the National Geodetic Survey in June 1991..
 JJ0288
 JJ0288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JJ0288
 JJ0288.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0288
 JJ0288.The ellipsoidal height was determined by GPS observations
 JJ0288.and is referenced to NAD 83.
 JJ0288
 JJ0288.The geoid height was determined by GEOID03.
 JJ0288
 JJ0288.The dynamic height is computed by dividing the NAVD 88
 JJ0288.geopotential number by the normal gravity value computed on the
 JJ0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0288.degrees latitude (g = 980.6199 gals.).
 JJ0288
 JJ0288.The modeled gravity was interpolated from observed gravity values.
 JJ0288
 JJ0288;                    North         East     Units Scale Factor Converg.
 JJ0288;SPC CO C     -   409,362.150 1,149,519.177   MT  0.99995524   +1 42 21.5
 JJ0288;SPC CO C     - 1,343,048.99  3,771,380.83   sFT  0.99995524   +1 42 21.5
 JJ0288;UTM  13      - 4,290,647.429   691,627.292   MT  1.00005221   +1 22 49.3
 JJ0288
 JJ0288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0288!SPC CO C     -   0.99979922  x   0.99995524  =   0.99975447
 JJ0288!UTM  13      -   0.99979922  x   1.00005221  =   0.99985142
 JJ0288
 JJ0288                          SUPERSEDED SURVEY CONTROL
 JJ0288
 JJ0288  ELLIP H (06/14/96) 1279.87   (m)                       GP(       ) 1 2
 JJ0288  NAVD 88 (06/14/96) 1302.45   (m)         4273.1    (f) LEVELING    3  
 JJ0288  NGVD 29 (??/??/92) 1301.879  (m)         4271.25   (f) ADJ UNCH    1 2
 JJ0288
 JJ0288.Superseded values are not recommended for survey control.
 JJ0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0288.See file dsdata.txt to determine how the superseded data were derived.
 JJ0288
 JJ0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC9162790647(NAD 83)
 JJ0288_MARKER: DB = BENCH MARK DISK
 JJ0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0288_STAMPING: C 37 1933
 JJ0288_MARK LOGO: CGS   
 JJ0288_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JJ0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0288+STABILITY: SURFACE MOTION
 JJ0288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0288+SATELLITE: SATELLITE OBSERVATIONS - March 29, 1996
 JJ0288
 JJ0288  HISTORY     - Date     Condition        Report By
 JJ0288  HISTORY     - 1933     MONUMENTED       CGS
 JJ0288  HISTORY     - 1938     GOOD             NGS
 JJ0288  HISTORY     - 19960124 GOOD             CODOT
 JJ0288  HISTORY     - 19960329 GOOD             CODOT
 JJ0288
 JJ0288                          STATION DESCRIPTION
 JJ0288
 JJ0288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JJ0288'1.6 MI S FROM KIT CARSON.
 JJ0288'1.6 MILES SOUTH ALONG U.S. HIGHWAY 287 FROM THE PUBLIC SCHOOL AT KIT
 JJ0288'CARSON, CHEYENNE COUNTY, 1.3 MILES SOUTH OF THE UNION PACIFIC
 JJ0288'RAILROAD UNDERPASS, 150 YARDS SOUTH OF THE SOUTH END OF THE SANDY
 JJ0288'CREEK BRIDGE, 86 FEET NORTHWEST OF POLE 2395 H, 40 FEET WEST OF THE
 JJ0288'CENTERLINE OF THE HIGHWAY, AND 4 FEET EAST OF A FENCE.  A STANDARD
 JJ0288'DISK, STAMPED C 37 1933 AND SET IN THE TOP OF A CONCRETE POST.
 JJ0288
 JJ0288                          STATION RECOVERY (1996)
 JJ0288
 JJ0288'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (KAW)
 JJ0288'THE STATION WILL BE USED DURING A COLORADO HARN DENSIFICATION PROJECT
 JJ0288'THE STATION IS LOCATED ABOUT 1.3 MI (2.1 KM) SOUTH OF KIT CARSON ALONG
 JJ0288'THE OLD HIGHWAY IN THE NORTHEAST 1/4 OF SECTION 17, T 15 S, R 48 W,
 JJ0288'6TH P.M.  OWNERSHIP-- WILLIAM AND LUCY BARNETT, 34441 COUNTY ROAD P,
 JJ0288'EADS, CO, 81036, (719) 438-5680. TO REACH THE STATION FROM THE
 JJ0288'JUNCTION OF US 40 AND US 287 ON THE EAST SIDE OF KIT CARSON, PROCEED
 JJ0288'WEST ON US 40/287 FOR 0.5 MI (0.8 KM) TO A PAVED ROAD ON THE LEFT.
 JJ0288'TURN LEFT ON THE ROAD AND PROCEED SOUTH FOR 0.1 MI (0.2 KM) TO THE
 JJ0288'UNION PACIFIC RAILROAD TRACK, WHERE THE ROAD TURNS TO DIRT.  CONTINUE
 JJ0288'ON SOUTH ON THE DIRT ROAD FOR 1.4 MI (2.3 KM) TO THE STATION ON THE
 JJ0288'RIGHT. THE STATION IS A BRASS USCGS BENCHMARK DISK IN A CONCRETE POST.
 JJ0288'IT IS 0.1 MI (0.2 KM) SOUTH OF THE SOUTH END OF THE STRUCTURE OVER BIG
 JJ0288'SANDY CREEK, 65 M (213.3 FT) NORTH NORTHWEST OF A PASTURE ACCESS GATE,
 JJ0288'26 M (85.3 FT) WEST OF THE CENTER OF THE DIRT ROAD, 11.9 M (39.0 FT)
 JJ0288'WEST OF THE WEST RIGHT OF WAY FENCE OF THE DIRT ROAD, 0.8 M (2.6 FT)
 JJ0288'EAST OF A NGS FIBERGLASS WITNESS POST. DESCRIPTION BY K A WILLIAMS,
 JJ0288'CODOT
 JJ0288
 JJ0288                          STATION RECOVERY (1996)
 JJ0288
 JJ0288'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (JRZ)
 JJ0288'RECOVERED AS DESCRIBED.  TO REACH FROM KIT CARSON TRAVEL SOUTH ALONG
 JJ0288'US HIGHWAY 287 1.3 MILESSOUTH OF THE PUBLIC SCHOOL TO COUNTY ROAD K.
 JJ0288'TURN RIGHT ONTO ROAD K AND TRAVEL 1.0 MILETO COUNTY ROAD 20.  TURN
 JJ0288'RIGHT ONTO ROAD 20 AND TRAVEL 0.5 MILETO THE STATION ON THE LEFT.
 JJ0288'STATION IS A BENCHMARK DISK SET IN TOP OF A 1 FOOTBY 1 FOOTCONCRETE
 JJ0288'POST PROJECTING 0.7 FEETABOVE THE GROUND.  STATION IS 2.6 FEETEAST OF
 JJ0288'AN ORANGE CARSONITE SURVEY MARKER POST, 38.5 FEETWEST OF AN ORANGE
 JJ0288'CARSONITE SURVEY MARKER POST IN A FENCE LINE, AND 82 FEETWEST OF THE
 JJ0288'CENTER OF COUNTY ROAD 20.  STATION WAS RECOVERED IN GOOD CONDITION IN
 JJ0288'MARCH 1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0054 ***********************************************************************
 KK0054  DESIGNATION -  C 374
 KK0054  PID         -  KK0054
 KK0054  STATE/COUNTY-  CO/ARAPAHOE
 KK0054  USGS QUAD   -  STRASBURG NW (1978)
 KK0054
 KK0054                         *CURRENT SURVEY CONTROL
 KK0054  ___________________________________________________________________
 KK0054* NAD 83(1986)-  39 43 25.     (N)    104 27 09.     (W)     SCALED    
 KK0054* NAVD 88     -      1694.520  (meters)    5559.44   (feet)  ADJUSTED  
 KK0054  ___________________________________________________________________
 KK0054  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 KK0054  DYNAMIC HT  -        1692.924 (meters)    5554.20  (feet)  COMP
 KK0054  MODELED GRAV-     979,624.5   (mgal)                       NAVD 88
 KK0054
 KK0054  VERT ORDER  -  SECOND    CLASS 0
 KK0054
 KK0054.The horizontal coordinates were scaled from a topographic map and have
 KK0054.an estimated accuracy of +/- 6 seconds.
 KK0054
 KK0054.The orthometric height was determined by differential leveling
 KK0054.and adjusted by the National Geodetic Survey in June 1991..
 KK0054
 KK0054.The geoid height was determined by GEOID03.
 KK0054
 KK0054.The dynamic height is computed by dividing the NAVD 88
 KK0054.geopotential number by the normal gravity value computed on the
 KK0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0054.degrees latitude (g = 980.6199 gals.).
 KK0054
 KK0054.The modeled gravity was interpolated from observed gravity values.
 KK0054
 KK0054;                    North         East    Units  Estimated Accuracy
 KK0054;SPC CO C     -   515,160.    1,004,210.      MT  (+/- 180 meters Scaled)
 KK0054
 KK0054                          SUPERSEDED SURVEY CONTROL
 KK0054
 KK0054  NGVD 29 (??/??/92) 1693.598  (m)         5556.41   (f) ADJ UNCH    2 0
 KK0054
 KK0054.Superseded values are not recommended for survey control.
 KK0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0054.See file dsdata.txt to determine how the superseded data were derived.
 KK0054
 KK0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED469972(NAD 83)
 KK0054_MARKER: DB = BENCH MARK DISK
 KK0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0054_STAMPING: C 374 1960
 KK0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0054+STABILITY: SURFACE MOTION
 KK0054
 KK0054  HISTORY     - Date     Condition        Report By
 KK0054  HISTORY     - 1960     MONUMENTED       CGS
 KK0054
 KK0054                          STATION DESCRIPTION
 KK0054
 KK0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KK0054'2.5 MI SW FROM BENNETT.
 KK0054'0.1 MILE WEST ALONG U.S. HIGHWAYS 36 AND 40 FROM THE RAILROAD
 KK0054'STATION AT BENNETT, ADAMS COUNTY, THENCE SOUTH ON AN OILED ROAD
 KK0054'FOR 1.4 MILES, THENCE WEST ON AN ACCESS ROAD FOR 1 MILE, THENCE
 KK0054'SOUTH ON A GRAVELED ROAD FOR 1 MILE, 38 FEET WEST OF THE CENTER OF
 KK0054'A NORTH-SOUTH ROAD, 28 FEET NORTH OF THE CENTER OF AN EAST-WEST
 KK0054'ROAD AND 3 FEET EAST OF A POWERLINE POLE.  THE MARK IS A STANDARD
 KK0054'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT, WHICH
 KK0054'PROJECTS 6 INCHES AND IS STAMPED C 374 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0089 ***********************************************************************
 KK0089  DESIGNATION -  C 375
 KK0089  PID         -  KK0089
 KK0089  STATE/COUNTY-  CO/ARAPAHOE
 KK0089  USGS QUAD   -  PEORIA (1978)
 KK0089
 KK0089                         *CURRENT SURVEY CONTROL
 KK0089  ___________________________________________________________________
 KK0089* NAD 83(1986)-  39 38 47.     (N)    104 02 32.     (W)     SCALED    
 KK0089* NAVD 88     -      1604.782  (meters)    5265.02   (feet)  ADJUSTED  
 KK0089  ___________________________________________________________________
 KK0089  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 KK0089  DYNAMIC HT  -        1603.316 (meters)    5260.21  (feet)  COMP
 KK0089  MODELED GRAV-     979,655.9   (mgal)                       NAVD 88
 KK0089
 KK0089  VERT ORDER  -  SECOND    CLASS 0
 KK0089
 KK0089.The horizontal coordinates were scaled from a topographic map and have
 KK0089.an estimated accuracy of +/- 6 seconds.
 KK0089
 KK0089.The orthometric height was determined by differential leveling
 KK0089.and adjusted by the National Geodetic Survey in June 1991..
 KK0089
 KK0089.The geoid height was determined by GEOID03.
 KK0089
 KK0089.The dynamic height is computed by dividing the NAVD 88
 KK0089.geopotential number by the normal gravity value computed on the
 KK0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0089.degrees latitude (g = 980.6199 gals.).
 KK0089
 KK0089.The modeled gravity was interpolated from observed gravity values.
 KK0089
 KK0089;                    North         East    Units  Estimated Accuracy
 KK0089;SPC CO C     -   507,070.    1,039,520.      MT  (+/- 180 meters Scaled)
 KK0089
 KK0089                          SUPERSEDED SURVEY CONTROL
 KK0089
 KK0089  NGVD 29 (??/??/92) 1603.966  (m)         5262.35   (f) ADJ UNCH    2 0
 KK0089
 KK0089.Superseded values are not recommended for survey control.
 KK0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0089.See file dsdata.txt to determine how the superseded data were derived.
 KK0089
 KK0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED821889(NAD 83)
 KK0089_MARKER: DB = BENCH MARK DISK
 KK0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0089_STAMPING: C 375 1960
 KK0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0089+STABILITY: SURFACE MOTION
 KK0089
 KK0089  HISTORY     - Date     Condition        Report By
 KK0089  HISTORY     - 1960     MONUMENTED       CGS
 KK0089
 KK0089                          STATION DESCRIPTION
 KK0089
 KK0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KK0089'1.3 MI NE FROM DEER TRAIL.
 KK0089'0.3 MILE NORTH ALONG U.S. HIGHWAY 40 FROM THE RAILROAD DEPOT AT
 KK0089'DEER TRAIL, THENCE EAST AND NORTH ALONG AN OILED ROAD 2.1 MILES.
 KK0089'THE MARK IS 52 FEET WEST OF THE CENTER OF AN OILED ROAD, 45 FEET
 KK0089'SOUTH OF A FENCE CORNER, 4 FEET NORTH OF A TELEPHONE POLE AND
 KK0089'2 FEET SOUTH OF A METAL WITNESS POST.  IT IS A STANDARD DISK SET
 KK0089'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS
 KK0089'50 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0127 ***********************************************************************
 LN0127  DESIGNATION -  C 379
 LN0127  PID         -  LN0127
 LN0127  STATE/COUNTY-  CO/MOFFAT
 LN0127  USGS QUAD   -  SPARKS (1966)
 LN0127
 LN0127                         *CURRENT SURVEY CONTROL
 LN0127  ___________________________________________________________________
 LN0127* NAD 83(1986)-  40 59 05.     (N)    108 46 33.     (W)     SCALED    
 LN0127* NAVD 88     -      2124.389  (meters)    6969.77   (feet)  ADJUSTED  
 LN0127  ___________________________________________________________________
 LN0127  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 LN0127  DYNAMIC HT  -        2122.416 (meters)    6963.29  (feet)  COMP
 LN0127  MODELED GRAV-     979,619.1   (mgal)                       NAVD 88
 LN0127
 LN0127  VERT ORDER  -  SECOND    CLASS 0
 LN0127
 LN0127.The horizontal coordinates were scaled from a topographic map and have
 LN0127.an estimated accuracy of +/- 6 seconds.
 LN0127
 LN0127.The orthometric height was determined by differential leveling
 LN0127.and adjusted by the National Geodetic Survey in June 1991..
 LN0127
 LN0127.The geoid height was determined by GEOID03.
 LN0127
 LN0127.The dynamic height is computed by dividing the NAVD 88
 LN0127.geopotential number by the normal gravity value computed on the
 LN0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0127.degrees latitude (g = 980.6199 gals.).
 LN0127
 LN0127.The modeled gravity was interpolated from observed gravity values.
 LN0127
 LN0127;                    North         East    Units  Estimated Accuracy
 LN0127;SPC CO N     -   493,260.      638,780.      MT  (+/- 180 meters Scaled)
 LN0127
 LN0127                          SUPERSEDED SURVEY CONTROL
 LN0127
 LN0127  NGVD 29 (??/??/92) 2123.033  (m)         6965.32   (f) ADJ UNCH    2 0
 LN0127
 LN0127.Superseded values are not recommended for survey control.
 LN0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0127.See file dsdata.txt to determine how the superseded data were derived.
 LN0127
 LN0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL871394(NAD 83)
 LN0127_MARKER: DB = BENCH MARK DISK
 LN0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0127_STAMPING: C 379 1962
 LN0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0127+STABILITY: SURFACE MOTION
 LN0127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0127+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 LN0127
 LN0127  HISTORY     - Date     Condition        Report By
 LN0127  HISTORY     - 1962     MONUMENTED       CGS
 LN0127  HISTORY     - 20011003 GOOD             WYHD
 LN0127
 LN0127                          STATION DESCRIPTION
 LN0127
 LN0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0127'32.35 MI N FROM GREYSTONE.
 LN0127'9.4 MILES NORTH ALONG COUNTY ROAD 10 FROM THE STORE AND POST OFFICE AT
 LN0127'GREYSTONE, THENCE 22.95 MILES NORTH ALONG COUNTY ROAD 318, 55 FEET
 LN0127'EAST OF THE CENTER LINE OF THE ROAD, 2.1 FEET SOUTH OF A WITNESS POST,
 LN0127'ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE
 LN0127'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LN0127
 LN0127                          STATION RECOVERY (2001)
 LN0127
 LN0127'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 LN0127'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0225 ***********************************************************************
 JJ0225  DESIGNATION -  C 38
 JJ0225  PID         -  JJ0225
 JJ0225  STATE/COUNTY-  CO/PROWERS
 JJ0225  USGS QUAD   -  LAMAR EAST (1979)
 JJ0225
 JJ0225                         *CURRENT SURVEY CONTROL
 JJ0225  ___________________________________________________________________
 JJ0225* NAD 83(1986)-  38 05 11.     (N)    102 37 08.     (W)     SCALED    
 JJ0225* NAVD 88     -      1102.666  (meters)    3617.66   (feet)  ADJUSTED  
 JJ0225  ___________________________________________________________________
 JJ0225  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 JJ0225  DYNAMIC HT  -        1101.611 (meters)    3614.20  (feet)  COMP
 JJ0225  MODELED GRAV-     979,635.1   (mgal)                       NAVD 88
 JJ0225
 JJ0225  VERT ORDER  -  FIRST     CLASS II
 JJ0225
 JJ0225.The horizontal coordinates were scaled from a topographic map and have
 JJ0225.an estimated accuracy of +/- 6 seconds.
 JJ0225
 JJ0225.The orthometric height was determined by differential leveling
 JJ0225.and adjusted by the National Geodetic Survey in June 1991..
 JJ0225
 JJ0225.The geoid height was determined by GEOID03.
 JJ0225
 JJ0225.The dynamic height is computed by dividing the NAVD 88
 JJ0225.geopotential number by the normal gravity value computed on the
 JJ0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0225.degrees latitude (g = 980.6199 gals.).
 JJ0225
 JJ0225.The modeled gravity was interpolated from observed gravity values.
 JJ0225
 JJ0225;                    North         East    Units  Estimated Accuracy
 JJ0225;SPC CO S     -   466,270.    1,167,110.      MT  (+/- 180 meters Scaled)
 JJ0225
 JJ0225                          SUPERSEDED SURVEY CONTROL
 JJ0225
 JJ0225  NGVD 29 (??/??/92) 1102.104  (m)         3615.82   (f) ADJ UNCH    1 2
 JJ0225
 JJ0225.Superseded values are not recommended for survey control.
 JJ0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0225.See file dsdata.txt to determine how the superseded data were derived.
 JJ0225
 JJ0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC088180(NAD 83)
 JJ0225_MARKER: DB = BENCH MARK DISK
 JJ0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0225_STAMPING: 3615.820 C 38 1933
 JJ0225_MARK LOGO: CGS   
 JJ0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0225+STABILITY: SURFACE MOTION
 JJ0225
 JJ0225  HISTORY     - Date     Condition        Report By
 JJ0225  HISTORY     - 1933     MONUMENTED       CGS
 JJ0225  HISTORY     - 1953     GOOD             USGS
 JJ0225  HISTORY     - 1968     GOOD             NGS
 JJ0225  HISTORY     - 1985     GOOD             NGS
 JJ0225
 JJ0225                          STATION DESCRIPTION
 JJ0225
 JJ0225'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 JJ0225'AT LAMAR.
 JJ0225'AT LAMAR, PROWERS COUNTY, AT THE COUNTY COURTHOUSE, IN THE NORTHWEST
 JJ0225'CORNER OF THE YARD, 108 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 JJ0225'THE COURTHOUSE, AT THE INTERSECTION OF ELM AND MAIN STREETS, 16.8
 JJ0225'FEET EAST OF THE EAST CURB OF MAIN STREET, AND 10.9 FEET SOUTH OF
 JJ0225'THE SOUTH CURB OF ELM STREET.  A STANDARD DISK, STAMPED 3615.820 C
 JJ0225'38 1933 AND SET IN THE TOP OF A CONCRETE POST.
 JJ0225
 JJ0225                          STATION RECOVERY (1968)
 JJ0225
 JJ0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JJ0225'RECOVERED IN GOOD CONDITION.
 JJ0225
 JJ0225                          STATION RECOVERY (1985)
 JJ0225
 JJ0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0225'RECOVERED IN GOOD CONDITION.  NOTE--THE MONUMENT IS NOW SURROUNDED BY
 JJ0225'AND FLUSH WITH A SIDEWALK.  ADD--0.3 M (1.0 FT) EAST OF A CONCRETE
 JJ0225'PLANTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0150 ***********************************************************************
 LN0150  DESIGNATION -  C 380
 LN0150  PID         -  LN0150
 LN0150  STATE/COUNTY-  CO/MOFFAT
 LN0150  USGS QUAD   -  JACK SPRINGS (1972)
 LN0150
 LN0150                         *CURRENT SURVEY CONTROL
 LN0150  ___________________________________________________________________
 LN0150* NAD 83(1986)-  40 43 37.     (N)    108 45 40.     (W)     SCALED    
 LN0150* NAVD 88     -      1768.050  (meters)    5800.68   (feet)  ADJUSTED  
 LN0150  ___________________________________________________________________
 LN0150  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 LN0150  DYNAMIC HT  -        1766.463 (meters)    5795.47  (feet)  COMP
 LN0150  MODELED GRAV-     979,664.7   (mgal)                       NAVD 88
 LN0150
 LN0150  VERT ORDER  -  SECOND    CLASS 0
 LN0150
 LN0150.The horizontal coordinates were scaled from a topographic map and have
 LN0150.an estimated accuracy of +/- 6 seconds.
 LN0150
 LN0150.The orthometric height was determined by differential leveling
 LN0150.and adjusted by the National Geodetic Survey in June 1991..
 LN0150
 LN0150.The geoid height was determined by GEOID03.
 LN0150
 LN0150.The dynamic height is computed by dividing the NAVD 88
 LN0150.geopotential number by the normal gravity value computed on the
 LN0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0150.degrees latitude (g = 980.6199 gals.).
 LN0150
 LN0150.The modeled gravity was interpolated from observed gravity values.
 LN0150
 LN0150;                    North         East    Units  Estimated Accuracy
 LN0150;SPC CO N     -   464,600.      638,960.      MT  (+/- 180 meters Scaled)
 LN0150
 LN0150                          SUPERSEDED SURVEY CONTROL
 LN0150
 LN0150  NGVD 29 (??/??/92) 1766.797  (m)         5796.57   (f) ADJ UNCH    2 0
 LN0150
 LN0150.Superseded values are not recommended for survey control.
 LN0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0150.See file dsdata.txt to determine how the superseded data were derived.
 LN0150
 LN0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL890108(NAD 83)
 LN0150_MARKER: DB = BENCH MARK DISK
 LN0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0150_STAMPING: C 380 1962
 LN0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0150+STABILITY: SURFACE MOTION
 LN0150
 LN0150  HISTORY     - Date     Condition        Report By
 LN0150  HISTORY     - 1962     MONUMENTED       CGS
 LN0150
 LN0150                          STATION DESCRIPTION
 LN0150
 LN0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0150'10.5 MI N FROM GREYSTONE.
 LN0150'9.4 MILES NORTH ALONG COUNTY ROAD 10 FROM THE STORE AND POST OFFICE AT
 LN0150'GREYSTONE, THENCE 1.1 MILES NORTH ALONG COUNTY ROAD 318, 61 FEET WEST
 LN0150'OF THE CENTER LINE OF THE ROAD, 3.4 FEET SOUTH OF A WITNESS POST,
 LN0150'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LN0150'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0008 ***********************************************************************
 LN0008  DESIGNATION -  C 381
 LN0008  PID         -  LN0008
 LN0008  STATE/COUNTY-  CO/MOFFAT
 LN0008  USGS QUAD   -  LONE MOUNTAIN (1986)
 LN0008
 LN0008                         *CURRENT SURVEY CONTROL
 LN0008  ___________________________________________________________________
 LN0008* NAD 83(1986)-  40 34 55.     (N)    108 29 05.     (W)     SCALED    
 LN0008* NAVD 88     -      1844.716  (meters)    6052.21   (feet)  ADJUSTED  
 LN0008  ___________________________________________________________________
 LN0008  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 LN0008  DYNAMIC HT  -        1842.974 (meters)    6046.49  (feet)  COMP
 LN0008  MODELED GRAV-     979,615.5   (mgal)                       NAVD 88
 LN0008
 LN0008  VERT ORDER  -  SECOND    CLASS 0
 LN0008
 LN0008.The horizontal coordinates were scaled from a topographic map and have
 LN0008.an estimated accuracy of +/- 6 seconds.
 LN0008
 LN0008.The orthometric height was determined by differential leveling
 LN0008.and adjusted by the National Geodetic Survey in June 1991..
 LN0008
 LN0008.The geoid height was determined by GEOID03.
 LN0008
 LN0008.The dynamic height is computed by dividing the NAVD 88
 LN0008.geopotential number by the normal gravity value computed on the
 LN0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0008.degrees latitude (g = 980.6199 gals.).
 LN0008
 LN0008.The modeled gravity was interpolated from observed gravity values.
 LN0008
 LN0008;                    North         East    Units  Estimated Accuracy
 LN0008;SPC CO N     -   447,690.      661,760.      MT  (+/- 180 meters Scaled)
 LN0008
 LN0008                          SUPERSEDED SURVEY CONTROL
 LN0008
 LN0008  NGVD 29 (??/??/92) 1843.402  (m)         6047.89   (f) ADJ UNCH    2 0
 LN0008
 LN0008.Superseded values are not recommended for survey control.
 LN0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0008.See file dsdata.txt to determine how the superseded data were derived.
 LN0008
 LN0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK128953(NAD 83)
 LN0008_MARKER: DB = BENCH MARK DISK
 LN0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0008_STAMPING: C 381 1962
 LN0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0008+STABILITY: SURFACE MOTION
 LN0008
 LN0008  HISTORY     - Date     Condition        Report By
 LN0008  HISTORY     - 1962     MONUMENTED       CGS
 LN0008  HISTORY     - 1982     GOOD             USGS
 LN0008
 LN0008                          STATION DESCRIPTION
 LN0008
 LN0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0008'13.15 MI SE FROM GREYSTONE.
 LN0008'13.15 MILES SOUTHEAST ALONG COUNTY ROAD 10 FROM THE STORE AND POST
 LN0008'OFFICE AT GREYSTONE, 57 FEET NORTH OF THE CENTER LINE OF THE ROAD, 45
 LN0008'FEET NORTHWEST OF THE CENTER OF THE NORTH END OF A 36-INCH PIPE
 LN0008'CULVERT, 2.2 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE
 LN0008'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 LN0008'THE GROUND.
 LN0008
 LN0008                          STATION RECOVERY (1982)
 LN0008
 LN0008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LN0008'GREYSTONE, 13.15 MILES SOUTHEAST OF, SUNBEAN X-RDS. THENCE 2.9 MILES
 LN0008'NORTHWEST ALONG STATE HWY. 318 TO JCT. COUNTY ROAD 10, THENCE 17.25
 LN0008'MILES ALONG COUNTY ROAD 10 TO 36 IN. PIPE CULVERT, T 7 N, R 99 W,
 LN0008'SECTION 2, 57 FT. NORTH OF CENTERLINE ROAD A STD. TABLET STAMPED C
 LN0008'381 1962 SET IN TOP OF A CONC. POST PROJECTING 0.3 FT. ABOVE THE
 LN0008'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0018 ***********************************************************************
 LN0018  DESIGNATION -  C 382
 LN0018  PID         -  LN0018
 LN0018  STATE/COUNTY-  CO/MOFFAT
 LN0018  USGS QUAD   -  LONE MOUNTAIN (1986)
 LN0018
 LN0018                         *CURRENT SURVEY CONTROL
 LN0018  ___________________________________________________________________
 LN0018* NAD 83(1986)-  40 32 14.     (N)    108 25 12.     (W)     SCALED    
 LN0018* NAVD 88     -      1777.002  (meters)    5830.05   (feet)  ADJUSTED  
 LN0018  ___________________________________________________________________
 LN0018  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 LN0018  DYNAMIC HT  -        1775.333 (meters)    5824.57  (feet)  COMP
 LN0018  MODELED GRAV-     979,623.6   (mgal)                       NAVD 88
 LN0018
 LN0018  VERT ORDER  -  SECOND    CLASS 0
 LN0018
 LN0018.The horizontal coordinates were scaled from a topographic map and have
 LN0018.an estimated accuracy of +/- 6 seconds.
 LN0018
 LN0018.The orthometric height was determined by differential leveling
 LN0018.and adjusted by the National Geodetic Survey in June 1991..
 LN0018
 LN0018.The geoid height was determined by GEOID03.
 LN0018
 LN0018.The dynamic height is computed by dividing the NAVD 88
 LN0018.geopotential number by the normal gravity value computed on the
 LN0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0018.degrees latitude (g = 980.6199 gals.).
 LN0018
 LN0018.The modeled gravity was interpolated from observed gravity values.
 LN0018
 LN0018;                    North         East    Units  Estimated Accuracy
 LN0018;SPC CO N     -   442,540.      667,070.      MT  (+/- 180 meters Scaled)
 LN0018
 LN0018                          SUPERSEDED SURVEY CONTROL
 LN0018
 LN0018  NGVD 29 (??/??/92) 1775.705  (m)         5825.79   (f) ADJ UNCH    2 0
 LN0018
 LN0018.Superseded values are not recommended for survey control.
 LN0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0018.See file dsdata.txt to determine how the superseded data were derived.
 LN0018
 LN0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK185905(NAD 83)
 LN0018_MARKER: DB = BENCH MARK DISK
 LN0018_SETTING: 66 = SET IN ROCK OUTCROP
 LN0018_SP_SET: OUTCROP
 LN0018_STAMPING: C 382 1962
 LN0018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0018+STABILITY: POSITION/ELEVATION WELL
 LN0018
 LN0018  HISTORY     - Date     Condition        Report By
 LN0018  HISTORY     - 1962     MONUMENTED       CGS
 LN0018  HISTORY     - 1982     GOOD             USGS
 LN0018
 LN0018                          STATION DESCRIPTION
 LN0018
 LN0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0018'16.45 MI N FROM ELK SPRINGS.
 LN0018'0.15 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT ELK
 LN0018'SPRINGS, THENCE 0.2 MILE WEST ALONG COUNTY ROAD 14, THENCE 1.45 MILES
 LN0018'NORTH ALONG A GRADED ROAD, THENCE 14.65 MILES NORTH ALONG A TRACK
 LN0018'ROAD, IN THE TOP OF A NARROW OUTCROP, 22 FEET NORTHEAST OF THE CENTER
 LN0018'LINE OF THE ROAD, 15.1 FEET NORTHEAST OF A WITNESS POST, ABOUT 2 FEET
 LN0018'HIGHER THAN THE ROAD, AND LEVEL WITH THE SURFACE OF THE GROUND.
 LN0018
 LN0018                          STATION RECOVERY (1982)
 LN0018
 LN0018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LN0018'ELK SPRINGS, 16.45 MILES NORTH, SUNBEAN X-RDS., THENCE 2.9 MILES
 LN0018'NORTHWEST ALONG STATE 318 TO JCT. COUNTY ROAD 10, THENCE 12.6 MILES
 LN0018'WEST ALONG COUNTY ROAD 10 TO JCT. WITH COUNTY ROAD 25 EAST END OF
 LN0018'RIVER BRIDGE, THENCE SOUTH 1.5 MILE ALONG COUNTY ROAD 25 TO NORTH
 LN0018'SIDE OF DRAIN X-ING, T 7 N, R 98 W, SECTION. 29, 22 FT. NORTHEAST OF
 LN0018'CENTERLINE ROAD A STD. TABLET STAMPED SET IN A ROCK OUTCROP, ABOUT
 LN0018'5.5 FT. HIHGER THAN THE DR. X-ING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0487 ***********************************************************************
 LM0487  DESIGNATION -  C 383
 LM0487  PID         -  LM0487
 LM0487  STATE/COUNTY-  CO/RIO BLANCO
 LM0487  USGS QUAD   -  RATTLESNAKE MESA (1966)
 LM0487
 LM0487                         *CURRENT SURVEY CONTROL
 LM0487  ___________________________________________________________________
 LM0487* NAD 83(1986)-  40 02 06.     (N)    107 50 35.     (W)     SCALED    
 LM0487* NAVD 88     -      1946.690  (meters)    6386.77   (feet)  ADJUSTED  
 LM0487  ___________________________________________________________________
 LM0487  GEOID HEIGHT-         -15.10  (meters)                     GEOID03
 LM0487  DYNAMIC HT  -        1944.729 (meters)    6380.33  (feet)  COMP
 LM0487  MODELED GRAV-     979,549.3   (mgal)                       NAVD 88
 LM0487
 LM0487  VERT ORDER  -  SECOND    CLASS 0
 LM0487
 LM0487.The horizontal coordinates were scaled from a topographic map and have
 LM0487.an estimated accuracy of +/- 6 seconds.
 LM0487
 LM0487.The orthometric height was determined by differential leveling
 LM0487.and adjusted by the National Geodetic Survey in June 1991..
 LM0487
 LM0487.The geoid height was determined by GEOID03.
 LM0487
 LM0487.The dynamic height is computed by dividing the NAVD 88
 LM0487.geopotential number by the normal gravity value computed on the
 LM0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0487.degrees latitude (g = 980.6199 gals.).
 LM0487
 LM0487.The modeled gravity was interpolated from observed gravity values.
 LM0487
 LM0487;                    North         East    Units  Estimated Accuracy
 LM0487;SPC CO N     -   385,350.      714,450.      MT  (+/- 180 meters Scaled)
 LM0487
 LM0487                          SUPERSEDED SURVEY CONTROL
 LM0487
 LM0487  NGVD 29 (??/??/92) 1945.401  (m)         6382.54   (f) ADJ UNCH    2 0
 LM0487
 LM0487.Superseded values are not recommended for survey control.
 LM0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0487.See file dsdata.txt to determine how the superseded data were derived.
 LM0487
 LM0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE574355(NAD 83)
 LM0487_MARKER: DB = BENCH MARK DISK
 LM0487_SETTING: 66 = SET IN ROCK OUTCROP
 LM0487_SP_SET: OUTCROP
 LM0487_STAMPING: C 383 1966
 LM0487_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LM0487+STABILITY: POSITION/ELEVATION WELL
 LM0487
 LM0487  HISTORY     - Date     Condition        Report By
 LM0487  HISTORY     - 1966     MONUMENTED       CGS
 LM0487
 LM0487                          STATION DESCRIPTION
 LM0487
 LM0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0487'4.0 MI E FROM MEEKER.
 LM0487'1.7 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE FIRE STATION AT
 LM0487'MEEKER, THENCE 2.3 MILE SOUTHEAST ALONG STATE HIGHWAY 132, SET IN THE
 LM0487'TOP AND NEAR THE EAST END OF A LARGE OUTCROP, 99 FEET NORTH OF THE
 LM0487'CENTER LINE OF THE HIGHWAY, 63 FEET NORTHWEST OF A T FENCE JUNCTION
 LM0487'AND GATE POST, 37 FEET NORTHWEST OF A TELEPHONE POLE WITH GUY WIRE,
 LM0487'5.0 FEET SOUTH OF A WITNESS POST, AND ABOUT 8 FEET HIGHER THAN THE
 LM0487'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0365 ***********************************************************************
 LM0365  DESIGNATION -  C 384
 LM0365  PID         -  LM0365
 LM0365  STATE/COUNTY-  CO/RIO BLANCO
 LM0365  USGS QUAD   -  FAWN CREEK (1987)
 LM0365
 LM0365                         *CURRENT SURVEY CONTROL
 LM0365  ___________________________________________________________________
 LM0365* NAD 83(1986)-  40 02 34.     (N)    107 30 05.     (W)     SCALED    
 LM0365* NAVD 88     -      2274.577  (meters)    7462.51   (feet)  ADJUSTED  
 LM0365  ___________________________________________________________________
 LM0365  GEOID HEIGHT-         -13.15  (meters)                     GEOID03
 LM0365  DYNAMIC HT  -        2272.171 (meters)    7454.61  (feet)  COMP
 LM0365  MODELED GRAV-     979,486.4   (mgal)                       NAVD 88
 LM0365
 LM0365  VERT ORDER  -  SECOND    CLASS 0
 LM0365
 LM0365.The horizontal coordinates were scaled from a topographic map and have
 LM0365.an estimated accuracy of +/- 6 seconds.
 LM0365
 LM0365.The orthometric height was determined by differential leveling
 LM0365.and adjusted by the National Geodetic Survey in June 1991..
 LM0365
 LM0365.The geoid height was determined by GEOID03.
 LM0365
 LM0365.The dynamic height is computed by dividing the NAVD 88
 LM0365.geopotential number by the normal gravity value computed on the
 LM0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0365.degrees latitude (g = 980.6199 gals.).
 LM0365
 LM0365.The modeled gravity was interpolated from observed gravity values.
 LM0365
 LM0365;                    North         East    Units  Estimated Accuracy
 LM0365;SPC CO N     -   385,500.      743,620.      MT  (+/- 180 meters Scaled)
 LM0365
 LM0365                          SUPERSEDED SURVEY CONTROL
 LM0365
 LM0365  NGVD 29 (??/??/92) 2273.200  (m)         7457.99   (f) ADJ UNCH    2 0
 LM0365
 LM0365.Superseded values are not recommended for survey control.
 LM0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0365.See file dsdata.txt to determine how the superseded data were derived.
 LM0365
 LM0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE866355(NAD 83)
 LM0365_MARKER: DB = BENCH MARK DISK
 LM0365_SETTING: 66 = SET IN ROCK OUTCROP
 LM0365_SP_SET: CUT BANK OUTCROP
 LM0365_STAMPING: C 384 1966
 LM0365_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LM0365+STABILITY: POSITION/ELEVATION WELL
 LM0365
 LM0365  HISTORY     - Date     Condition        Report By
 LM0365  HISTORY     - 1966     MONUMENTED       CGS
 LM0365
 LM0365                          STATION DESCRIPTION
 LM0365
 LM0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0365'7.85 MI NE FROM BUFORD.
 LM0365'7.85 MILES NORTHEAST ALONG STATE HIGHWAY 132 FROM THE STORE AND POST
 LM0365'OFFICE AT BUFORD, ON THE INSIDE OF A CURVE AND AT THE NORTHEAST END OF
 LM0365'A PULLOUT AREA, SET VERTICALLY IN AN OUTCROP IN A HIGHWAY CUT BANK, 25
 LM0365'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3 FEET
 LM0365'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0381 ***********************************************************************
 LM0381  DESIGNATION -  C 385
 LM0381  PID         -  LM0381
 LM0381  STATE/COUNTY-  CO/RIO BLANCO
 LM0381  USGS QUAD   -  RIPPLE CREEK (1977)
 LM0381
 LM0381                         *CURRENT SURVEY CONTROL
 LM0381  ___________________________________________________________________
 LM0381* NAD 83(1986)-  40 05 12.     (N)    107 18 51.     (W)     SCALED    
 LM0381* NAVD 88     -      2948.800  (meters)    9674.52   (feet)  ADJUSTED  
 LM0381  ___________________________________________________________________
 LM0381  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 LM0381  DYNAMIC HT  -        2945.414 (meters)    9663.41  (feet)  COMP
 LM0381  MODELED GRAV-     979,368.7   (mgal)                       NAVD 88
 LM0381
 LM0381  VERT ORDER  -  SECOND    CLASS 0
 LM0381
 LM0381.The horizontal coordinates were scaled from a topographic map and have
 LM0381.an estimated accuracy of +/- 6 seconds.
 LM0381
 LM0381.The orthometric height was determined by differential leveling
 LM0381.and adjusted by the National Geodetic Survey in June 1991..
 LM0381
 LM0381.The geoid height was determined by GEOID03.
 LM0381
 LM0381.The dynamic height is computed by dividing the NAVD 88
 LM0381.geopotential number by the normal gravity value computed on the
 LM0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0381.degrees latitude (g = 980.6199 gals.).
 LM0381
 LM0381.The modeled gravity was interpolated from observed gravity values.
 LM0381
 LM0381;                    North         East    Units  Estimated Accuracy
 LM0381;SPC CO N     -   390,030.      759,700.      MT  (+/- 180 meters Scaled)
 LM0381
 LM0381                          SUPERSEDED SURVEY CONTROL
 LM0381
 LM0381  NGVD 29 (??/??/92) 2947.260  (m)         9669.47   (f) ADJ UNCH    2 0
 LM0381
 LM0381.Superseded values are not recommended for survey control.
 LM0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0381.See file dsdata.txt to determine how the superseded data were derived.
 LM0381
 LM0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE027399(NAD 83)
 LM0381_MARKER: DB = BENCH MARK DISK
 LM0381_SETTING: 80 = SET IN A BOULDER
 LM0381_SP_SET: BOULDER
 LM0381_STAMPING: C 385 1966
 LM0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0381+STABILITY: SURFACE MOTION
 LM0381
 LM0381  HISTORY     - Date     Condition        Report By
 LM0381  HISTORY     - 1966     MONUMENTED       CGS
 LM0381
 LM0381                          STATION DESCRIPTION
 LM0381
 LM0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0381'21.85 MI NE FROM BUFORD.
 LM0381'21.85 MILES NORTHEAST ALONG STATE HIGHWAY 132 FROM THE STORE AND POST
 LM0381'OFFICE AT BUFORD, ABOUT MIDWAY BETWEEN TWO CUTS, IN THE TOP OF A 4 X
 LM0381'5-FOOT EMBEDDED BOULDER WHICH PROJECTS ABOUT 0.6 FOOT, 96 FEET
 LM0381'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 99 FEET NORTH OF THE
 LM0381'NORTHWEST END OF A 24-INCH PIPE CULVERT, 28 FEET SOUTHWEST OF THE
 LM0381'CENTER OF A WASH, 14.3 FEET SOUTHEAST OF A WITNESS SIGN NAILED TO AN
 LM0381'ASPEN TREE AND ABOUT 8 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0420 ***********************************************************************
 LM0420  DESIGNATION -  C 386
 LM0420  PID         -  LM0420
 LM0420  STATE/COUNTY-  CO/RIO BLANCO
 LM0420  USGS QUAD   -  DUNCKLEY PASS (1966)
 LM0420
 LM0420                         *CURRENT SURVEY CONTROL
 LM0420  ___________________________________________________________________
 LM0420* NAD 83(1986)-  40 11 28.     (N)    107 07 46.     (W)     SCALED    
 LM0420* NAVD 88     -      2828.637  (meters)    9280.29   (feet)  ADJUSTED  
 LM0420  ___________________________________________________________________
 LM0420  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 LM0420  DYNAMIC HT  -        2825.675 (meters)    9270.57  (feet)  COMP
 LM0420  MODELED GRAV-     979,473.2   (mgal)                       NAVD 88
 LM0420
 LM0420  VERT ORDER  -  SECOND    CLASS 0
 LM0420
 LM0420.The horizontal coordinates were scaled from a topographic map and have
 LM0420.an estimated accuracy of +/- 6 seconds.
 LM0420
 LM0420.The orthometric height was determined by differential leveling
 LM0420.and adjusted by the National Geodetic Survey in June 1991..
 LM0420
 LM0420.The geoid height was determined by GEOID03.
 LM0420
 LM0420.The dynamic height is computed by dividing the NAVD 88
 LM0420.geopotential number by the normal gravity value computed on the
 LM0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0420.degrees latitude (g = 980.6199 gals.).
 LM0420
 LM0420.The modeled gravity was interpolated from observed gravity values.
 LM0420
 LM0420;                    North         East    Units  Estimated Accuracy
 LM0420;SPC CO N     -   401,320.      775,660.      MT  (+/- 180 meters Scaled)
 LM0420
 LM0420                          SUPERSEDED SURVEY CONTROL
 LM0420
 LM0420  NGVD 29 (??/??/92) 2827.323  (m)         9275.98   (f) ADJ UNCH    2 0
 LM0420
 LM0420.Superseded values are not recommended for survey control.
 LM0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0420.See file dsdata.txt to determine how the superseded data were derived.
 LM0420
 LM0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE187511(NAD 83)
 LM0420_MARKER: DB = BENCH MARK DISK
 LM0420_SETTING: 80 = SET IN A BOULDER
 LM0420_SP_SET: BOULDER
 LM0420_STAMPING: C 386 1966
 LM0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0420+STABILITY: SURFACE MOTION
 LM0420
 LM0420  HISTORY     - Date     Condition        Report By
 LM0420  HISTORY     - 1966     MONUMENTED       CGS
 LM0420
 LM0420                          STATION DESCRIPTION
 LM0420
 LM0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0420'14.4 MI W FROM PHIPPSBURG.
 LM0420'14.4 MILES WEST ALONG STATE HIGHWAY 132 FROM THE JUNCTION OF
 LM0420'STATE HIGHWAY 131 AT PHIPPSBURG, IN A GROVE OF LARGE ASPEN TREES, NEAR
 LM0420'THE NORTH END OF A STRAIGHT SECTION OF HIGHWAY, IN THE TOP OF A 4 X
 LM0420'7-FOOT EMBEDDED BOULDER WHICH PROJECTS 2 FEET, 54 FEET WEST OF THE
 LM0420'CENTER LINE OF THE HIGHWAY, 19.4 FEET EAST OF A WITNESS SIGN NAILED TO
 LM0420'AN ASPEN TREE AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0388 ***********************************************************************
 LM0388  DESIGNATION -  C 387
 LM0388  PID         -  LM0388
 LM0388  STATE/COUNTY-  CO/RIO BLANCO
 LM0388  USGS QUAD   -  PAGODA PEAK (1973)
 LM0388
 LM0388                         *CURRENT SURVEY CONTROL
 LM0388  ___________________________________________________________________
 LM0388* NAD 83(1986)-  40 07 43.     (N)    107 16 27.     (W)     SCALED    
 LM0388* NAVD 88     -      2985.717  (meters)    9795.64   (feet)  ADJUSTED  
 LM0388  ___________________________________________________________________
 LM0388  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 LM0388  DYNAMIC HT  -        2982.272 (meters)    9784.34  (feet)  COMP
 LM0388  MODELED GRAV-     979,362.1   (mgal)                       NAVD 88
 LM0388
 LM0388  VERT ORDER  -  SECOND    CLASS 0
 LM0388
 LM0388.The horizontal coordinates were scaled from a topographic map and have
 LM0388.an estimated accuracy of +/- 6 seconds.
 LM0388
 LM0388.The orthometric height was determined by differential leveling
 LM0388.and adjusted by the National Geodetic Survey in June 1991..
 LM0388
 LM0388.The geoid height was determined by GEOID03.
 LM0388
 LM0388.The dynamic height is computed by dividing the NAVD 88
 LM0388.geopotential number by the normal gravity value computed on the
 LM0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0388.degrees latitude (g = 980.6199 gals.).
 LM0388
 LM0388.The modeled gravity was interpolated from observed gravity values.
 LM0388
 LM0388;                    North         East    Units  Estimated Accuracy
 LM0388;SPC CO N     -   394,610.      763,200.      MT  (+/- 180 meters Scaled)
 LM0388
 LM0388                          SUPERSEDED SURVEY CONTROL
 LM0388
 LM0388  NGVD 29 (??/??/92) 2984.153  (m)         9790.51   (f) ADJ UNCH    2 0
 LM0388
 LM0388.Superseded values are not recommended for survey control.
 LM0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0388.See file dsdata.txt to determine how the superseded data were derived.
 LM0388
 LM0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE062445(NAD 83)
 LM0388_MARKER: DB = BENCH MARK DISK
 LM0388_SETTING: 80 = SET IN A BOULDER
 LM0388_SP_SET: BOULDER
 LM0388_STAMPING: C 387 1966
 LM0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0388+STABILITY: SURFACE MOTION
 LM0388
 LM0388  HISTORY     - Date     Condition        Report By
 LM0388  HISTORY     - 1966     MONUMENTED       CGS
 LM0388
 LM0388                          STATION DESCRIPTION
 LM0388
 LM0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0388'26.5 MI NE FROM BUFORD.
 LM0388'26.5 MILES NORTHEAST ALONG STATE HIGHWAY 132 FROM THE STORE AND POST
 LM0388'OFFICE AT BUFORD, AT THE EAST END OF A SHORT STRAIGHT PORTION OF
 LM0388'HIGHWAY, IN THE TOP OF A 3 X 4-FOOT EMBEDDED BOULDER, 29 FEET SOUTH OF
 LM0388'THE CENTER LINE OF THE HIGHWAY, 3.4 FEET NORTH OF A WITNESS POST AND
 LM0388'ABOUT 4 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0049 ***********************************************************************
 HJ0049  DESIGNATION -  C 39
 HJ0049  PID         -  HJ0049
 HJ0049  STATE/COUNTY-  CO/BACA
 HJ0049  USGS QUAD   -  BISONTE (1978)
 HJ0049
 HJ0049                         *CURRENT SURVEY CONTROL
 HJ0049  ___________________________________________________________________
 HJ0049* NAD 83(1986)-  37 17 12.     (N)    102 36 56.     (W)     SCALED    
 HJ0049* NAVD 88     -      1336.084  (meters)    4383.47   (feet)  ADJUSTED  
 HJ0049  ___________________________________________________________________
 HJ0049  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 HJ0049  DYNAMIC HT  -        1334.653 (meters)    4378.77  (feet)  COMP
 HJ0049  MODELED GRAV-     979,512.7   (mgal)                       NAVD 88
 HJ0049
 HJ0049  VERT ORDER  -  FIRST     CLASS II
 HJ0049
 HJ0049.The horizontal coordinates were scaled from a topographic map and have
 HJ0049.an estimated accuracy of +/- 6 seconds.
 HJ0049
 HJ0049.The orthometric height was determined by differential leveling
 HJ0049.and adjusted by the National Geodetic Survey in June 1991..
 HJ0049
 HJ0049.The geoid height was determined by GEOID03.
 HJ0049
 HJ0049.The dynamic height is computed by dividing the NAVD 88
 HJ0049.geopotential number by the normal gravity value computed on the
 HJ0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0049.degrees latitude (g = 980.6199 gals.).
 HJ0049
 HJ0049.The modeled gravity was interpolated from observed gravity values.
 HJ0049
 HJ0049;                    North         East    Units  Estimated Accuracy
 HJ0049;SPC CO S     -   377,560.    1,170,140.      MT  (+/- 180 meters Scaled)
 HJ0049
 HJ0049                          SUPERSEDED SURVEY CONTROL
 HJ0049
 HJ0049  NGVD 29 (??/??/92) 1335.457  (m)         4381.41   (f) ADJ UNCH    1 2
 HJ0049
 HJ0049.Superseded values are not recommended for survey control.
 HJ0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0049.See file dsdata.txt to determine how the superseded data were derived.
 HJ0049
 HJ0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB113293(NAD 83)
 HJ0049_MARKER: DB = BENCH MARK DISK
 HJ0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0049_STAMPING: C 39 1933
 HJ0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0049+STABILITY: SURFACE MOTION
 HJ0049
 HJ0049  HISTORY     - Date     Condition        Report By
 HJ0049  HISTORY     - 1933     MONUMENTED       CGS
 HJ0049  HISTORY     - 1934     GOOD             NGS
 HJ0049  HISTORY     - 1953     MARK NOT FOUND   NGS
 HJ0049  HISTORY     - 1985     MARK NOT FOUND   NGS
 HJ0049
 HJ0049                          STATION DESCRIPTION
 HJ0049
 HJ0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HJ0049'8.7 MI S FROM SPRINGFIELD.
 HJ0049'LOCATED ALONG THE R. OF W. OF STATE HIGHWAY NO. 59.  0.2 MILE NORTH
 HJ0049'OF J.D. ADAMSON FARM HOUSE.  48 FT. WEST OF THE CENTER LINE OF
 HJ0049'HIGHWAY.  STAMPED--C-39 1933.
 HJ0049
 HJ0049                          STATION RECOVERY (1953)
 HJ0049
 HJ0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 HJ0049'MARK NOT FOUND.
 HJ0049
 HJ0049                          STATION RECOVERY (1985)
 HJ0049
 HJ0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HJ0049'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1099 ***********************************************************************
 LL1099  DESIGNATION -  C 390
 LL1099  PID         -  LL1099
 LL1099  STATE/COUNTY-  CO/WELD
 LL1099  USGS QUAD   -  GREELEY (1980)
 LL1099
 LL1099                         *CURRENT SURVEY CONTROL
 LL1099  ___________________________________________________________________
 LL1099* NAD 83(1986)-  40 29 44.     (N)    104 42 06.     (W)     SCALED    
 LL1099* NAVD 88     -      1455.379  (meters)    4774.86   (feet)  ADJUSTED  
 LL1099  ___________________________________________________________________
 LL1099  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 LL1099  DYNAMIC HT  -        1454.147 (meters)    4770.81  (feet)  COMP
 LL1099  MODELED GRAV-     979,728.1   (mgal)                       NAVD 88
 LL1099
 LL1099  VERT ORDER  -  FIRST     CLASS II
 LL1099
 LL1099.The horizontal coordinates were scaled from a topographic map and have
 LL1099.an estimated accuracy of +/- 6 seconds.
 LL1099
 LL1099.The orthometric height was determined by differential leveling
 LL1099.and adjusted by the National Geodetic Survey in June 1991..
 LL1099
 LL1099.The geoid height was determined by GEOID03.
 LL1099
 LL1099.The dynamic height is computed by dividing the NAVD 88
 LL1099.geopotential number by the normal gravity value computed on the
 LL1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1099.degrees latitude (g = 980.6199 gals.).
 LL1099
 LL1099.The modeled gravity was interpolated from observed gravity values.
 LL1099
 LL1099;                    North         East    Units  Estimated Accuracy
 LL1099;SPC CO N     -   434,150.      982,080.      MT  (+/- 180 meters Scaled)
 LL1099
 LL1099                          SUPERSEDED SURVEY CONTROL
 LL1099
 LL1099  NGVD 29 (06/08/92) 1454.497  (m)         4771.96   (f) ADJUSTED    1 2
 LL1099
 LL1099.Superseded values are not recommended for survey control.
 LL1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1099.See file dsdata.txt to determine how the superseded data were derived.
 LL1099
 LL1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE252828(NAD 83)
 LL1099_MARKER: I = METAL ROD
 LL1099_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1099_SP_SET: STAINLESS STEEL ROD
 LL1099_STAMPING: C 390 1983
 LL1099_MARK LOGO: NGS   
 LL1099_PROJECTION: FLUSH
 LL1099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1099_ROD/PIPE-DEPTH: 18.6 meters
 LL1099
 LL1099  HISTORY     - Date     Condition        Report By
 LL1099  HISTORY     - 1983     MONUMENTED       NGS
 LL1099
 LL1099                          STATION DESCRIPTION
 LL1099
 LL1099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LL1099'8.1 KM (5.05 MI) NORTH FROM GREELEY.
 LL1099'8.1 KM (5.05 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL1099'STATION IN GREELEY, 0.3 KM (0.2 MI) SOUTH OF MILEPOST 57, IN THE
 LL1099'NORTHEAST ANGLE OF THE CROSSING OF COUNTY ROAD 70, 23.0 METERS
 LL1099'(75.5 FT) NORTH OF THE CENTER OF THE ROAD, 10.5 METERS (34.4 FT) EAST
 LL1099'OF THE NEAR RAIL, AND 1.3 METERS (4.3 FT) NORTH OF A UTILITY POLE.
 LL1099'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LL1099'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 LL1099'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1110 ***********************************************************************
 LL1110  DESIGNATION -  C 391
 LL1110  PID         -  LL1110
 LL1110  STATE/COUNTY-  CO/WELD
 LL1110  USGS QUAD   -  DOVER (1972)
 LL1110
 LL1110                         *CURRENT SURVEY CONTROL
 LL1110  ___________________________________________________________________
 LL1110* NAD 83(1992)-  40 48 43.83167(N)    104 47 26.21887(W)     ADJUSTED  
 LL1110* NAVD 88     -      1669.240  (meters)    5476.50   (feet)  ADJUSTED  
 LL1110  ___________________________________________________________________
 LL1110  X           -  -1,234,442.301 (meters)                     COMP
 LL1110  Y           -  -4,675,276.797 (meters)                     COMP
 LL1110  Z           -   4,147,738.786 (meters)                     COMP
 LL1110  LAPLACE CORR-          -8.50  (seconds)                    DEFLEC99
 LL1110  ELLIP HEIGHT-        1652.36  (meters)          (12/03/02) GPS OBS
 LL1110  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 LL1110  DYNAMIC HT  -        1667.809 (meters)    5471.80  (feet)  COMP
 LL1110  MODELED GRAV-     979,708.0   (mgal)                       NAVD 88
 LL1110
 LL1110  HORZ ORDER  -  FIRST
 LL1110  VERT ORDER  -  FIRST     CLASS II
 LL1110  ELLP ORDER  -  FOURTH    CLASS II
 LL1110
 LL1110.The horizontal coordinates were established by GPS observations
 LL1110.and adjusted by the National Geodetic Survey in March 1998..
 LL1110
 LL1110.The orthometric height was determined by differential leveling
 LL1110.and adjusted by the National Geodetic Survey in June 1991..
 LL1110
 LL1110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1110
 LL1110.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1110
 LL1110.The ellipsoidal height was determined by GPS observations
 LL1110.and is referenced to NAD 83.
 LL1110
 LL1110.The geoid height was determined by GEOID03.
 LL1110
 LL1110.The dynamic height is computed by dividing the NAVD 88
 LL1110.geopotential number by the normal gravity value computed on the
 LL1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1110.degrees latitude (g = 980.6199 gals.).
 LL1110
 LL1110.The modeled gravity was interpolated from observed gravity values.
 LL1110
 LL1110;                    North         East     Units Scale Factor Converg.
 LL1110;SPC CO N     -   469,243.025   974,254.709   MT  1.00000481   +0 27 30.1
 LL1110;SPC CO N     - 1,539,508.16  3,196,367.32   sFT  1.00000481   +0 27 30.1
 LL1110;UTM  13      - 4,517,928.187   517,659.385   MT  0.99960384   +0 08 12.7
 LL1110
 LL1110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1110!SPC CO N     -   0.99974087  x   1.00000481  =   0.99974568
 LL1110!UTM  13      -   0.99974087  x   0.99960384  =   0.99934481
 LL1110
 LL1110                          SUPERSEDED SURVEY CONTROL
 LL1110
 LL1110  ELLIP H (03/31/98) 1652.39   (m)                       GP(       ) 4 1
 LL1110  NAVD 88 (03/31/98) 1669.22   (m)         5476.4    (f) LEVELING    3  
 LL1110  NGVD 29 (06/08/92) 1668.301  (m)         5473.42   (f) ADJUSTED    1 2
 LL1110
 LL1110.Superseded values are not recommended for survey control.
 LL1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1110.See file dsdata.txt to determine how the superseded data were derived.
 LL1110
 LL1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF1765917928(NAD 83)
 LL1110_MARKER: I = METAL ROD
 LL1110_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1110_SP_SET: STAINLESS STEEL ROD
 LL1110_STAMPING: C 391 1983
 LL1110_MARK LOGO: NGS   
 LL1110_PROJECTION: FLUSH
 LL1110_MAGNETIC: I = MARKER IS A STEEL ROD
 LL1110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1110+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1997
 LL1110_ROD/PIPE-DEPTH: 6.7  meters
 LL1110
 LL1110  HISTORY     - Date     Condition        Report By
 LL1110  HISTORY     - 1983     MONUMENTED       NGS
 LL1110  HISTORY     - 19970620 GOOD             NGS
 LL1110
 LL1110                          STATION DESCRIPTION
 LL1110
 LL1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LL1110'35.0 KM (21.75 MI) SOUT FROM CHEYENNE WY.
 LL1110'35.0 KM (21.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION
 LL1110'WITH INTERSTATE HIGHWAY 80 IN CHEYENNE, 0.3 KM (0.2 MI) NORTH OF
 LL1110'MILEPOST 296, IN THE SOUTHEAST ANGLE OF THE CROSSING OF COUNTY ROAD
 LL1110'114, 59.4 METERS (194.9 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 7.4
 LL1110'METERS (24.3 FT) SOUTH OF THE CENTER OF THE ROAD, 3.0 METERS (9.8 FT)
 LL1110'SOUTH OF THE CENTER OF THE SOUTH END OF A CATTLE GUARD, AND 1.8 METERS
 LL1110'(5.9 FT) NORTH OF A T-FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 LL1110'THROUGH A 5-INCH LOGO CAP.
 LL1110'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 LL1110'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 LL1110
 LL1110                          STATION RECOVERY (1997)
 LL1110
 LL1110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 LL1110'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH OF NUNN, 6.0 MI
 LL1110'(9.7 KM) SOUTH OF ROCKPORT AND 0.75 MI (1.21 KM) WEST OF PAWNEE
 LL1110'NATIONAL GRASSLANDS RESEARCH CENTER, IN THE NORTHWEST 1/4 OF SECTION
 LL1110'28, T 10 N, R 66 W, AT U.  S.  HIGHWAY 85 MILEPOST 196.2.
 LL1110'OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION RIGHT-OF-WAY TO REACH THE
 LL1110'STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY 85 AND COUNTY ROAD
 LL1110'100 (THE NUNN-WELLINGTON ROAD) , JUST NORTH OF NUNN, GO NORTH ON U.
 LL1110'S.  HIGHWAY 85 FOR 7.1 MI (11.4 KM) TO THE ENTRANCE OF THE TO THE
 LL1110'PAWNEE NATIONAL GRASSLANDS RESEARCH CENTER AT COUNTY ROAD 114 AND THE
 LL1110'MARK ON THE RIGHT THE STATION IS A PUNCH HOLE TOP CENTER IN A STEEL
 LL1110'ROD IN A PVC PIPE WITH A LOGO CAP SET FLUSH IN A 30-CM CONCRETE
 LL1110'SLEEVE.  IT IS 59.9 M (196.5 FT) EAST OF THE CENTER LINE OF U.  S.
 LL1110'HIGHWAY 85, 7.5 M (24.6 FT) SOUTH OF THE CENTER OF A CATTLE GUARD AND
 LL1110'CENTER OF COUNTY ROAD 114, 7.1 M (23.3 FT) WEST-NORTHWEST OF THE
 LL1110'CENTER OF FIELD ROAD SOUTH, 0.6 M (2.0 FT) NORTHWEST OF A RIGHT-OF-WAY
 LL1110'FENCE CORNER, 0.35 M (1.15 FT) WEST OF A WITNESS POST AND RIGHT-OF-WAY
 LL1110'FENCE, ABOUT 1.5 M (4.9 FT) BELOW THE HIGHWAY AND ABOUT 100 M (328.1
 LL1110'FT) SOUTH-SOUTHEAST OF A SIGN--CENTRAL PLAINS EXPERIMENTAL RANGE,
 LL1110'USDA--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1296 ***********************************************************************
 KK1296  DESIGNATION -  C 392
 KK1296  PID         -  KK1296
 KK1296  STATE/COUNTY-  CO/ADAMS
 KK1296  USGS QUAD   -  COMMERCE CITY (1994)
 KK1296
 KK1296                         *CURRENT SURVEY CONTROL
 KK1296  ___________________________________________________________________
 KK1296* NAD 83(1986)-  39 48 10.     (N)    104 55 59.     (W)     SCALED    
 KK1296* NAVD 88     -      1583.476  (meters)    5195.12   (feet)  ADJUSTED  
 KK1296  ___________________________________________________________________
 KK1296  GEOID HEIGHT-         -17.37  (meters)                     GEOID03
 KK1296  DYNAMIC HT  -        1581.990 (meters)    5190.25  (feet)  COMP
 KK1296  MODELED GRAV-     979,632.6   (mgal)                       NAVD 88
 KK1296
 KK1296  VERT ORDER  -  FIRST     CLASS II
 KK1296
 KK1296.The horizontal coordinates were scaled from a topographic map and have
 KK1296.an estimated accuracy of +/- 6 seconds.
 KK1296
 KK1296.The orthometric height was determined by differential leveling
 KK1296.and adjusted by the National Geodetic Survey in June 1991..
 KK1296
 KK1296.The geoid height was determined by GEOID03.
 KK1296
 KK1296.The dynamic height is computed by dividing the NAVD 88
 KK1296.geopotential number by the normal gravity value computed on the
 KK1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1296.degrees latitude (g = 980.6199 gals.).
 KK1296
 KK1296.The modeled gravity was interpolated from observed gravity values.
 KK1296
 KK1296;                    North         East    Units  Estimated Accuracy
 KK1296;SPC CO N     -   357,080.      962,950.      MT  (+/- 180 meters Scaled)
 KK1296
 KK1296                          SUPERSEDED SURVEY CONTROL
 KK1296
 KK1296  NGVD 29 (??/??/??) 1582.589  (m)         5192.21   (f) ADJUSTED    1 2
 KK1296
 KK1296.Superseded values are not recommended for survey control.
 KK1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1296.See file dsdata.txt to determine how the superseded data were derived.
 KK1296
 KK1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE057058(NAD 83)
 KK1296_MARKER: DB = BENCH MARK DISK
 KK1296_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KK1296_SP_SET: ABUTMENT
 KK1296_STAMPING: C 392 1983
 KK1296_MARK LOGO: NGS   
 KK1296_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1296+STABILITY: POSITION/ELEVATION WELL
 KK1296
 KK1296  HISTORY     - Date     Condition        Report By
 KK1296  HISTORY     - 1983     MONUMENTED       NGS
 KK1296  HISTORY     - 20010303 GOOD             METRSC
 KK1296
 KK1296                          STATION DESCRIPTION
 KK1296
 KK1296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1296'IN COMMERCE CITY.
 KK1296'IN COMMERCE CITY, AT THE JUNCTION OF INTERSTATE HIGHWAY 270 AND U.S.
 KK1296'HIGHWAY 85, IN TOP OF AND 1.1 METER (3.6 FT) SOUTHWEST OF THE
 KK1296'NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT OF THE NORTHWEST
 KK1296'BOUND OVERPASS OVER THE HIGHWAY, 23.2 METERS (76.1 FT) NORTHWEST OF
 KK1296'THE CENTER OF THE SOUTH BOUND LANES OF THE HIGHWAY, AND 8.9 METERS
 KK1296'(29.2 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF
 KK1296'THE INTERSTATE HIGHWAY.
 KK1296'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 KK1296
 KK1296                          STATION RECOVERY (2001)
 KK1296
 KK1296'RECOVERY NOTE BY METROPOLITAN STATE COLLEGE OF DENVER 2001 (HWS)
 KK1296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1323 ***********************************************************************
 KK1323  DESIGNATION -  C 393
 KK1323  PID         -  KK1323
 KK1323  STATE/COUNTY-  CO/DOUGLAS
 KK1323  USGS QUAD   -  LARKSPUR (1994)
 KK1323
 KK1323                         *CURRENT SURVEY CONTROL
 KK1323  ___________________________________________________________________
 KK1323* NAD 83(1986)-  39 13 26.     (N)    104 52 42.     (W)     SCALED    
 KK1323* NAVD 88     -      2073.269  (meters)    6802.05   (feet)  ADJUSTED  
 KK1323  ___________________________________________________________________
 KK1323  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 KK1323  DYNAMIC HT  -        2071.017 (meters)    6794.66  (feet)  COMP
 KK1323  MODELED GRAV-     979,466.8   (mgal)                       NAVD 88
 KK1323
 KK1323  VERT ORDER  -  FIRST     CLASS II
 KK1323
 KK1323.The horizontal coordinates were scaled from a topographic map and have
 KK1323.an estimated accuracy of +/- 6 seconds.
 KK1323
 KK1323.The orthometric height was determined by differential leveling
 KK1323.and adjusted by the National Geodetic Survey in June 1991..
 KK1323
 KK1323.The geoid height was determined by GEOID03.
 KK1323
 KK1323.The dynamic height is computed by dividing the NAVD 88
 KK1323.geopotential number by the normal gravity value computed on the
 KK1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1323.degrees latitude (g = 980.6199 gals.).
 KK1323
 KK1323.The modeled gravity was interpolated from observed gravity values.
 KK1323
 KK1323;                    North         East    Units  Estimated Accuracy
 KK1323;SPC CO C     -   459,350.      968,080.      MT  (+/- 180 meters Scaled)
 KK1323
 KK1323                          SUPERSEDED SURVEY CONTROL
 KK1323
 KK1323.No superseded survey control is available for this station.
 KK1323
 KK1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED105416(NAD 83)
 KK1323_MARKER: I = METAL ROD
 KK1323_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1323_SP_SET: STAINLESS STEEL ROD
 KK1323_STAMPING: C 393 1983
 KK1323_MARK LOGO: NGS   
 KK1323_PROJECTION: FLUSH
 KK1323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1323_ROD/PIPE-DEPTH: 21.9 meters
 KK1323
 KK1323  HISTORY     - Date     Condition        Report By
 KK1323  HISTORY     - 1983     MONUMENTED       NGS
 KK1323
 KK1323                          STATION DESCRIPTION
 KK1323
 KK1323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1323'19.0 KM (11.8 MI) SOUTH FROM CASTLE ROCK.
 KK1323'19.0 KM (11.8 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 25 FROM ITS
 KK1323'JUNCTION WITH THE DENVER AND RIO GRANDE WESTERN RAILROAD IN CASTLE
 KK1323'ROCK, 0.2 KM (0.1 MI) SOUTH OF THE JUNCTION OF AN ON RAMP FROM A REST
 KK1323'AREA, 0.8 KM (0.5 MI) NORTH OF MILEPOST 170, 16.4 METERS (53.8 FT)
 KK1323'EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, AND
 KK1323'0.7 METER (2.3 FT) NORTH OF THE EAST LEG OF A HIGHWAY INFORMATION
 KK1323'SIGN.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1323'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 KK1323'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1293 ***********************************************************************
 KK1293  DESIGNATION -  C 394
 KK1293  PID         -  KK1293
 KK1293  STATE/COUNTY-  CO/DENVER
 KK1293  USGS QUAD   -  COMMERCE CITY (1994)
 KK1293
 KK1293                         *CURRENT SURVEY CONTROL
 KK1293  ___________________________________________________________________
 KK1293* NAD 83(1986)-  39 46 41.     (N)    104 55 22.     (W)     SCALED    
 KK1293* NAVD 88     -      1607.499  (meters)    5273.94   (feet)  ADJUSTED  
 KK1293  ___________________________________________________________________
 KK1293  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 KK1293  DYNAMIC HT  -        1605.979 (meters)    5268.95  (feet)  COMP
 KK1293  MODELED GRAV-     979,624.9   (mgal)                       NAVD 88
 KK1293
 KK1293  VERT ORDER  -  FIRST     CLASS II
 KK1293
 KK1293.The horizontal coordinates were scaled from a topographic map and have
 KK1293.an estimated accuracy of +/- 6 seconds.
 KK1293
 KK1293.The orthometric height was determined by differential leveling
 KK1293.and adjusted by the National Geodetic Survey in June 1991..
 KK1293
 KK1293.The geoid height was determined by GEOID03.
 KK1293
 KK1293.The dynamic height is computed by dividing the NAVD 88
 KK1293.geopotential number by the normal gravity value computed on the
 KK1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1293.degrees latitude (g = 980.6199 gals.).
 KK1293
 KK1293.The modeled gravity was interpolated from observed gravity values.
 KK1293
 KK1293;                    North         East    Units  Estimated Accuracy
 KK1293;SPC CO C     -   520,840.      963,850.      MT  (+/- 180 meters Scaled)
 KK1293
 KK1293                          SUPERSEDED SURVEY CONTROL
 KK1293
 KK1293  NGVD 29 (??/??/??) 1606.607  (m)         5271.01   (f) ADJUSTED    1 2
 KK1293
 KK1293.Superseded values are not recommended for survey control.
 KK1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1293.See file dsdata.txt to determine how the superseded data were derived.
 KK1293
 KK1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE066031(NAD 83)
 KK1293_MARKER: DV = VERTICAL CONTROL DISK
 KK1293_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KK1293_SP_SET: ABUTMENT
 KK1293_STAMPING: C 394 1983
 KK1293_MARK LOGO: NGS   
 KK1293_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK1293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1293
 KK1293  HISTORY     - Date     Condition        Report By
 KK1293  HISTORY     - 1983     MONUMENTED       NGS
 KK1293  HISTORY     - 19960626 GOOD             CODOT
 KK1293  HISTORY     - 20010303 GOOD             METRSC
 KK1293
 KK1293                          STATION DESCRIPTION
 KK1293
 KK1293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1293'IN DENVER.
 KK1293'IN DENVER, AT THE INTERSECTION OF INTERSTATE HIGHWAY 70 AND HOLLY
 KK1293'STREET, IN TOP OF AND 0.3 METER (1.0 FT) NORTH OF THE SOUTH END OF THE
 KK1293'WEST CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS OVER THE STREET,
 KK1293'19.7 METERS (64.6 FT) EAST OF THE CENTERLINE OF THE STREET, AND
 KK1293'11.0 METERS (36.1 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES
 KK1293'OF THE HIGHWAY.
 KK1293'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 KK1293
 KK1293                          STATION RECOVERY (1996)
 KK1293
 KK1293'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (TA)
 KK1293'RECOVERED IN GOOD CONDITION WITH A CHANGE TO THE ORIGINAL DESCRIPTION
 KK1293'OF --19.7 M WEST OF THE CENTERLINE OF THE STREET--.
 KK1293
 KK1293                          STATION RECOVERY (2001)
 KK1293
 KK1293'RECOVERY NOTE BY METROPOLITAN STATE COLLEGE OF DENVER 2001 (HWS)
 KK1293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0832 ***********************************************************************
 JK0832  DESIGNATION -  C 395
 JK0832  PID         -  JK0832
 JK0832  STATE/COUNTY-  CO/EL PASO
 JK0832  USGS QUAD   -  FOUNTAIN (1994)
 JK0832
 JK0832                         *CURRENT SURVEY CONTROL
 JK0832  ___________________________________________________________________
 JK0832* NAD 83(1986)-  38 38 05.     (N)    104 41 32.     (W)     SCALED    
 JK0832* NAVD 88     -      1661.894  (meters)    5452.40   (feet)  ADJUSTED  
 JK0832  ___________________________________________________________________
 JK0832  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 JK0832  DYNAMIC HT  -        1660.121 (meters)    5446.58  (feet)  COMP
 JK0832  MODELED GRAV-     979,503.6   (mgal)                       NAVD 88
 JK0832
 JK0832  VERT ORDER  -  FIRST     CLASS II
 JK0832
 JK0832.The horizontal coordinates were scaled from a topographic map and have
 JK0832.an estimated accuracy of +/- 6 seconds.
 JK0832
 JK0832.The orthometric height was determined by differential leveling
 JK0832.and adjusted by the National Geodetic Survey in June 1991..
 JK0832
 JK0832.The geoid height was determined by GEOID03.
 JK0832
 JK0832.The dynamic height is computed by dividing the NAVD 88
 JK0832.geopotential number by the normal gravity value computed on the
 JK0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0832.degrees latitude (g = 980.6199 gals.).
 JK0832
 JK0832.The modeled gravity was interpolated from observed gravity values.
 JK0832
 JK0832;                    North         East    Units  Estimated Accuracy
 JK0832;SPC CO C     -   394,070.      984,730.      MT  (+/- 180 meters Scaled)
 JK0832
 JK0832                          SUPERSEDED SURVEY CONTROL
 JK0832
 JK0832  NGVD 29 (??/??/??) 1660.907  (m)         5449.16   (f) ADJUSTED    1 2
 JK0832
 JK0832.Superseded values are not recommended for survey control.
 JK0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0832.See file dsdata.txt to determine how the superseded data were derived.
 JK0832
 JK0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC267762(NAD 83)
 JK0832_MARKER: I = METAL ROD
 JK0832_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK0832_SP_SET: STAINLESS STEEL ROD
 JK0832_STAMPING: C 395 1983
 JK0832_MARK LOGO: NGS   
 JK0832_PROJECTION: FLUSH
 JK0832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0832+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2004
 JK0832_ROD/PIPE-DEPTH: 10.1 meters
 JK0832
 JK0832  HISTORY     - Date     Condition        Report By
 JK0832  HISTORY     - 1983     MONUMENTED       NGS
 JK0832  HISTORY     - 20040301 GOOD             USPSQD
 JK0832
 JK0832                          STATION DESCRIPTION
 JK0832
 JK0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JK0832'26.9 KM (16.7 MI) SOUTH FROM COLORADO SPRINGS.
 JK0832'19.6 KM (12.15 MI) SOUTHERLY ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0832'RAILROAD FROM THE STATION IN COLORADO SPRINGS, THENCE 2.8 KM (1.75 MI)
 JK0832'SOUTHEASTERLY ALONG U.S. HIGHWAY 85, THENCE 4.5 KM (2.8 MI) SOUTHERLY
 JK0832'ALONG INTERSTATE HIGHWAY 25, 0.2 KM (0.1 MI) NORTHWEST OF A RAILROAD
 JK0832'LEADING WEST TO A POWER PLANT, 83.8 METERS (274.9 FT) NORTH OF
 JK0832'MILEPOST 125, 61.9 METERS (203.1 FT) SOUTHWEST OF THE SOUTHEAST END OF
 JK0832'A GUARD RAIL, AND 60.0 METERS (196.8 FT) WEST OF THE CENTERLINE OF THE
 JK0832'SOUTH BOUND LANES OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS
 JK0832'THROUGH A 5-INCH LOGO CAP.
 JK0832'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 JK0832'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 JK0832
 JK0832                          STATION RECOVERY (2004)
 JK0832
 JK0832'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 JK0832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0845 ***********************************************************************
 JK0845  DESIGNATION -  C 396
 JK0845  PID         -  JK0845
 JK0845  STATE/COUNTY-  CO/EL PASO
 JK0845  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK0845
 JK0845                         *CURRENT SURVEY CONTROL
 JK0845  ___________________________________________________________________
 JK0845* NAD 83(1986)-  38 50 39.     (N)    104 49 48.     (W)     SCALED    
 JK0845* NAVD 88     -      1830.837  (meters)    6006.67   (feet)  ADJUSTED  
 JK0845  ___________________________________________________________________
 JK0845  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 JK0845  DYNAMIC HT  -        1828.849 (meters)    6000.15  (feet)  COMP
 JK0845  MODELED GRAV-     979,477.1   (mgal)                       NAVD 88
 JK0845
 JK0845  VERT ORDER  -  FIRST     CLASS II
 JK0845
 JK0845.The horizontal coordinates were scaled from a topographic map and have
 JK0845.an estimated accuracy of +/- 6 seconds.
 JK0845
 JK0845.The orthometric height was determined by differential leveling
 JK0845.and adjusted by the National Geodetic Survey in June 1991..
 JK0845
 JK0845.The geoid height was determined by GEOID03.
 JK0845
 JK0845.The dynamic height is computed by dividing the NAVD 88
 JK0845.geopotential number by the normal gravity value computed on the
 JK0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0845.degrees latitude (g = 980.6199 gals.).
 JK0845
 JK0845.The modeled gravity was interpolated from observed gravity values.
 JK0845
 JK0845;                    North         East    Units  Estimated Accuracy
 JK0845;SPC CO C     -   417,230.      972,570.      MT  (+/- 180 meters Scaled)
 JK0845
 JK0845                          SUPERSEDED SURVEY CONTROL
 JK0845
 JK0845.No superseded survey control is available for this station.
 JK0845
 JK0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC147994(NAD 83)
 JK0845_MARKER: I = METAL ROD
 JK0845_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK0845_SP_SET: STAINLESS STEEL ROD
 JK0845_STAMPING: C 396 1983
 JK0845_MARK LOGO: NGS   
 JK0845_PROJECTION: FLUSH
 JK0845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0845_ROD/PIPE-DEPTH: 5.5  meters
 JK0845
 JK0845  HISTORY     - Date     Condition        Report By
 JK0845  HISTORY     - 1983     MONUMENTED       NGS
 JK0845
 JK0845                          STATION DESCRIPTION
 JK0845
 JK0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JK0845'1.2 KM (0.75 MI) NORTH FROM COLORADO SPRINGS.
 JK0845'0.3 KM (0.2 MI) NORTHERLY ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0845'RAILROAD FROM THE STATION IN COLORADO SPRINGS, THENCE 0.9 KM (0.55 MI)
 JK0845'NORTH ALONG INTERSTATE HIGHWAY 25, 140.0 METERS (459.3 FT) SOUTH OF AN
 JK0845'OVERHEAD WALKWAY, 14.3 METERS (46.9 FT) NORTH OF A UTILITY POLE WITH A
 JK0845'STREET LAMP, 14.2 METERS (46.6 FT) EAST OF THE CENTERLINE OF THE NORTH
 JK0845'BOUND LANES OF THE HIGHWAY, 10.8 METERS (5.4 FT) WEST OF THE NEAR
 JK0845'RAIL, AND 2.2 METERS (7.2 FT) EAST OF THE EAST LEG OF A HIGHWAY
 JK0845'INFORMATION SIGN.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 JK0845'LOGO CAP.
 JK0845'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 JK0845'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1337 ***********************************************************************
 KK1337  DESIGNATION -  C 397
 KK1337  PID         -  KK1337
 KK1337  STATE/COUNTY-  CO/DOUGLAS
 KK1337  USGS QUAD   -  SEDALIA (1994)
 KK1337
 KK1337                         *CURRENT SURVEY CONTROL
 KK1337  ___________________________________________________________________
 KK1337* NAD 83(1986)-  39 26 31.     (N)    104 58 21.     (W)     SCALED    
 KK1337* NAVD 88     -      1773.407  (meters)    5818.25   (feet)  ADJUSTED  
 KK1337  ___________________________________________________________________
 KK1337  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 KK1337  DYNAMIC HT  -        1771.605 (meters)    5812.34  (feet)  COMP
 KK1337  MODELED GRAV-     979,548.2   (mgal)                       NAVD 88
 KK1337
 KK1337  VERT ORDER  -  FIRST     CLASS II
 KK1337
 KK1337.The horizontal coordinates were scaled from a topographic map and have
 KK1337.an estimated accuracy of +/- 6 seconds.
 KK1337
 KK1337.The orthometric height was determined by differential leveling
 KK1337.and adjusted by the National Geodetic Survey in August 2004..
 KK1337
 KK1337.The geoid height was determined by GEOID03.
 KK1337
 KK1337.The dynamic height is computed by dividing the NAVD 88
 KK1337.geopotential number by the normal gravity value computed on the
 KK1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1337.degrees latitude (g = 980.6199 gals.).
 KK1337
 KK1337.The modeled gravity was interpolated from observed gravity values.
 KK1337
 KK1337;                    North         East    Units  Estimated Accuracy
 KK1337;SPC CO C     -   483,500.      959,810.      MT  (+/- 180 meters Scaled)
 KK1337
 KK1337                          SUPERSEDED SURVEY CONTROL
 KK1337
 KK1337  NAVD 88 (06/15/91) 1773.393  (m)         5818.21   (f) UNKNOWN     1 2
 KK1337
 KK1337.Superseded values are not recommended for survey control.
 KK1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1337.See file dsdata.txt to determine how the superseded data were derived.
 KK1337
 KK1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED023658(NAD 83)
 KK1337_MARKER: F = FLANGE-ENCASED ROD
 KK1337_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1337_SP_SET: STAINLESS STEEL ROD
 KK1337_STAMPING: C 397 1983
 KK1337_MARK LOGO: NGS   
 KK1337_PROJECTION: RECESSED 10 CENTIMETERS
 KK1337_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1337_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK1337+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2002
 KK1337_ROD/PIPE-DEPTH: 18.3 meters
 KK1337
 KK1337  HISTORY     - Date     Condition        Report By
 KK1337  HISTORY     - 1983     MONUMENTED       NGS
 KK1337  HISTORY     - 20000913 GOOD             MSAM
 KK1337  HISTORY     - 20021128 GOOD             CODOT
 KK1337
 KK1337                          STATION DESCRIPTION
 KK1337
 KK1337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1337'12.4 KM (7.7 MI) NW FROM CASTLE ROCK.
 KK1337'12.4 KM (7.7 MI) NORTHWESTERLY ALONG THE DENVER AND RIO GRANDE WESTERN
 KK1337'RAILROAD FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 25 IN CASTLE ROCK,
 KK1337'365.7 METERS (1200.0 FT) NORTHEAST OF THE NEAR RAIL, 32.3 METERS
 KK1337'(106.0 FT) EAST OF A UTILITY POLE, 15.6 METERS (51.2 FT) NORTHEAST OF
 KK1337'THE CENTER OF A DIRT ROAD, 9.8 METERS (32.2 FT) SOUTHWEST OF THE NEAR
 KK1337'RAIL OF THE ATCHISON, TOPRKA AND SANTA FE RAILROAD, 7.5 METERS
 KK1337'(24.6 FT) NORTH OF A FENCE CORNER, 5.6 METERS (18.4 FT) WEST OF A
 KK1337'UTILITY POLE, AND 0.4 METERS (1.3 FT) SOUTHEAST OF A FENCE.
 KK1337'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1337'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 KK1337'THE MARK IS 0.6 M ABOVE THE ROAD.
 KK1337
 KK1337                          STATION RECOVERY (2000)
 KK1337
 KK1337'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2000 (RB)
 KK1337'RECOVERED IN GOOD CONDITION.
 KK1337
 KK1337                          STATION RECOVERY (2002)
 KK1337
 KK1337'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2002 (DBB)
 KK1337'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION (2002)
 KK1337' 
 KK1337'RECOVERED IN GOOD CONDITION
 KK1337' 
 KK1337'STATION IS ABOUT 1.1KM (0.7 MILES) NORTHWESTERLY OF SEDALIA, CO AND
 KK1337'4.0KM (2.5 MILES) SOUTHEASTERLY OF LOUVIERS, CO, ON THE PROPERTY OF
 KK1337'MCKNIGHT EQUIPMENT, 5594 PETERSON ROAD.  THE STATION IS 16 METERS
 KK1337'(52.5 FEET) NORTHERLY OF THE CENTERLINE OF PETERSON ROAD.
 KK1337' 
 KK1337'TO REACH THE STATION FROM THE WEST DOUGLAS COUNTY FIRE STATION NUMBER
 KK1337'4 AND SEDALIA HISTORIC FIRE HOUSE, 4037 PLATTE AVENUE, IN SEDALIA, CO,
 KK1337'GO WESTERLY 0.5KM (0.3 MILES) TO THE Y-JUNCTION OF PLATTE AVE, PLUM
 KK1337'AVE, AND PETERSON ROAD, TURN RIGHT AND GO NORTHWESTERLY 0.3KM (0.2
 KK1337'MILES) TO STATION ON THE RIGHT IN THE NORTH-SOUTH FENCE LINE.
 KK1337' 
 KK1337'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD RECESSED 10 CM
 KK1337'INSIDE A NGS 5-INCH LOGO CAP SURROUNDED BY CONCRETE.  CAP AND CONCRETE
 KK1337'ARE FLUSH WITH GROUND. THE MARK IS 10.6M (34.8 FEET) SOUTHERLY OF THE
 KK1337'CENTERLINE OF THE SOUTHERLY MOST RAILROAD TRACKS, 2.7M (8.8 FEET)
 KK1337'SOUTHERLY OF THE FENCE CORNER, 0.3M (0.9 FEET) SOUTHERLY OF A NOAA
 KK1337'CARSONITE WITNESS POST.
 KK1337' 
 KK1337'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0413 ***********************************************************************
 HM0413  DESIGNATION -  C 398
 HM0413  PID         -  HM0413
 HM0413  STATE/COUNTY-  CO/MONTEZUMA
 HM0413  USGS QUAD   -  MANCOS (1973)
 HM0413
 HM0413                         *CURRENT SURVEY CONTROL
 HM0413  ___________________________________________________________________
 HM0413* NAD 83(1986)-  37 19 22.     (N)    108 21 50.     (W)     SCALED    
 HM0413* NAVD 88     -      2023.528  (meters)    6638.86   (feet)  ADJUSTED  
 HM0413  ___________________________________________________________________
 HM0413  GEOID HEIGHT-         -19.11  (meters)                     GEOID03
 HM0413  DYNAMIC HT  -        2020.932 (meters)    6630.34  (feet)  COMP
 HM0413  MODELED GRAV-     979,275.9   (mgal)                       NAVD 88
 HM0413
 HM0413  VERT ORDER  -  FIRST     CLASS II
 HM0413
 HM0413.The horizontal coordinates were scaled from a topographic map and have
 HM0413.an estimated accuracy of +/- 6 seconds.
 HM0413
 HM0413.The orthometric height was determined by differential leveling
 HM0413.and adjusted by the National Geodetic Survey in June 1991..
 HM0413
 HM0413.The geoid height was determined by GEOID03.
 HM0413
 HM0413.The dynamic height is computed by dividing the NAVD 88
 HM0413.geopotential number by the normal gravity value computed on the
 HM0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0413.degrees latitude (g = 980.6199 gals.).
 HM0413
 HM0413.The modeled gravity was interpolated from observed gravity values.
 HM0413
 HM0413;                    North         East    Units  Estimated Accuracy
 HM0413;SPC CO S     -   381,510.      660,610.      MT  (+/- 180 meters Scaled)
 HM0413
 HM0413                          SUPERSEDED SURVEY CONTROL
 HM0413
 HM0413.No superseded survey control is available for this station.
 HM0413
 HM0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG335339(NAD 83)
 HM0413_MARKER: I = METAL ROD
 HM0413_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HM0413+WITH SETTING: INFORMATION.
 HM0413_SP_SET: SHALLOW SET METAL ROD
 HM0413_STAMPING: C 398 1984
 HM0413_MARK LOGO: NGS   
 HM0413_PROJECTION: FLUSH
 HM0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0413_ROD/PIPE-DEPTH: 1.9  meters
 HM0413
 HM0413  HISTORY     - Date     Condition        Report By
 HM0413  HISTORY     - 1984     MONUMENTED       NGS
 HM0413
 HM0413                          STATION DESCRIPTION
 HM0413
 HM0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0413'21.9 KM (13.6 MI) EAST FROM CORTEZ.
 HM0413'21.9 KM (13.6 MI) EASTERLY ALONG U.S. HIGHWAY 160 FROM ITS WEST
 HM0413'JUNCTION WITH U.S. HIGHWAY 666 IN CORTEZ, 1.2 KM (0.75 MI) SOUTHEAST
 HM0413'OF THE INTERSECTION OF COUNTY ROAD 37, 36.9 METERS (121.1 FT)
 HM0413'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 4.5 METERS (14.8 FT)
 HM0413'SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE.  NOTE=REFUSAL WAS REACHED
 HM0413'AT 6.3 FEET.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 HM0413'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 HM0413'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0359 ***********************************************************************
 HL0359  DESIGNATION -  C 399
 HL0359  PID         -  HL0359
 HL0359  STATE/COUNTY-  CO/CONEJOS
 HL0359  USGS QUAD   -  ANTONITO (1967)
 HL0359
 HL0359                         *CURRENT SURVEY CONTROL
 HL0359  ___________________________________________________________________
 HL0359* NAD 83(1986)-  37 02 20.     (N)    106 00 28.     (W)     SCALED    
 HL0359* NAVD 88     -      2422.544  (meters)    7947.96   (feet)  ADJUSTED  
 HL0359  ___________________________________________________________________
 HL0359  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 HL0359  DYNAMIC HT  -        2419.279 (meters)    7937.25  (feet)  COMP
 HL0359  MODELED GRAV-     979,195.6   (mgal)                       NAVD 88
 HL0359
 HL0359  VERT ORDER  -  FIRST     CLASS II
 HL0359
 HL0359.The horizontal coordinates were scaled from a topographic map and have
 HL0359.an estimated accuracy of +/- 6 seconds.
 HL0359
 HL0359.The orthometric height was determined by differential leveling
 HL0359.and adjusted by the National Geodetic Survey in June 1991..
 HL0359
 HL0359.The geoid height was determined by GEOID03.
 HL0359
 HL0359.The dynamic height is computed by dividing the NAVD 88
 HL0359.geopotential number by the normal gravity value computed on the
 HL0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0359.degrees latitude (g = 980.6199 gals.).
 HL0359
 HL0359.The modeled gravity was interpolated from observed gravity values.
 HL0359
 HL0359;                    North         East    Units  Estimated Accuracy
 HL0359;SPC CO S     -   346,240.      869,230.      MT  (+/- 180 meters Scaled)
 HL0359
 HL0359                          SUPERSEDED SURVEY CONTROL
 HL0359
 HL0359.No superseded survey control is available for this station.
 HL0359
 HL0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA103996(NAD 83)
 HL0359_MARKER: DB = BENCH MARK DISK
 HL0359_SETTING: 66 = SET IN ROCK OUTCROP
 HL0359_SP_SET: ROCK OUTCROP
 HL0359_STAMPING: C 399 1984
 HL0359_MARK LOGO: NGS   
 HL0359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0359
 HL0359  HISTORY     - Date     Condition        Report By
 HL0359  HISTORY     - 1984     MONUMENTED       NGS
 HL0359
 HL0359                          STATION DESCRIPTION
 HL0359
 HL0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HL0359'4.5 KM (2.8 MI) SOUTH FROM ANTONITO.
 HL0359'4.5 KM (2.8 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE
 HL0359'IN ANTONITO, NEAR THE CENTER OF A 3 BY 7 FOOT EXPOSED AREA OF
 HL0359'OUTCROPPING BEDROCK, 0.1 KM (0.05 MI) NORTH OF MILEPOST 3.  18.3 M
 HL0359'(60.0 FT) WEST OF A FENCE, AND 12.5 M (41.0 FT) EAST OF THE CENTERLINE
 HL0359'OF THE HIGHWAY.
 HL0359'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 HL0359'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0068 ***********************************************************************
 JK0068  DESIGNATION -  C 4
 JK0068  PID         -  JK0068
 JK0068  STATE/COUNTY-  CO/PUEBLO
 JK0068  USGS QUAD   -  NORTHEAST PUEBLO (1974)
 JK0068
 JK0068                         *CURRENT SURVEY CONTROL
 JK0068  ___________________________________________________________________
 JK0068* NAD 83(1986)-  38 19 17.     (N)    104 36 33.     (W)     SCALED    
 JK0068* NAVD 88     -      1459.071  (meters)    4786.97   (feet)  ADJUSTED  
 JK0068  ___________________________________________________________________
 JK0068  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 JK0068  DYNAMIC HT  -        1457.549 (meters)    4781.98  (feet)  COMP
 JK0068  MODELED GRAV-     979,535.1   (mgal)                       NAVD 88
 JK0068
 JK0068  VERT ORDER  -  FIRST     CLASS II
 JK0068
 JK0068.The horizontal coordinates were scaled from a topographic map and have
 JK0068.an estimated accuracy of +/- 6 seconds.
 JK0068
 JK0068.The orthometric height was determined by differential leveling
 JK0068.and adjusted by the National Geodetic Survey in June 1991..
 JK0068
 JK0068.The geoid height was determined by GEOID03.
 JK0068
 JK0068.The dynamic height is computed by dividing the NAVD 88
 JK0068.geopotential number by the normal gravity value computed on the
 JK0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0068.degrees latitude (g = 980.6199 gals.).
 JK0068
 JK0068.The modeled gravity was interpolated from observed gravity values.
 JK0068
 JK0068;                    North         East    Units  Estimated Accuracy
 JK0068;SPC CO S     -   488,820.      992,300.      MT  (+/- 180 meters Scaled)
 JK0068
 JK0068                          SUPERSEDED SURVEY CONTROL
 JK0068
 JK0068  NGVD 29 (??/??/92) 1458.202  (m)         4784.12   (f) ADJ UNCH    1 2
 JK0068
 JK0068.Superseded values are not recommended for survey control.
 JK0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0068.See file dsdata.txt to determine how the superseded data were derived.
 JK0068
 JK0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC341415(NAD 83)
 JK0068_MARKER: DB = BENCH MARK DISK
 JK0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0068_STAMPING: C 4 1925 ELEV 4784.236 FT
 JK0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0068+STABILITY: SURFACE MOTION
 JK0068
 JK0068  HISTORY     - Date     Condition        Report By
 JK0068  HISTORY     - 1925     MONUMENTED       CGS
 JK0068  HISTORY     - 1954     GOOD             NGS
 JK0068  HISTORY     - 1983     MARK NOT FOUND   NGS
 JK0068  HISTORY     - 19960104 MARK NOT FOUND   CODOT
 JK0068
 JK0068                          STATION DESCRIPTION
 JK0068
 JK0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JK0068'5.1 MI N FROM PUEBLO.
 JK0068'5.1 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0068'FROM THE UNION STATION AT PUEBLO, 579 FEET SOUTHEAST OF THE CENTER
 JK0068'OF A PRIVATE ROAD CROSSING, 49.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 JK0068'25.5 FEET NORTHWEST OF A TELEPHONE POLE, 0.3 MILE SOUTHEAST OF
 JK0068'MILEPOST 114, 5 FEET SOUTHWEST OF A WITNESS POST, 0.8 FOOT NORTHEAST
 JK0068'OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH IS 0.6 FOOT BELOW
 JK0068'THE TOP OF THE GROUND.
 JK0068
 JK0068                          STATION RECOVERY (1983)
 JK0068
 JK0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JK0068'MARK NOT FOUND.
 JK0068
 JK0068                          STATION RECOVERY (1996)
 JK0068
 JK0068'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (PGG)
 JK0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0039 ***********************************************************************
 JK0039  DESIGNATION -  C 40 RESET
 JK0039  PID         -  JK0039
 JK0039  STATE/COUNTY-  CO/PUEBLO
 JK0039  USGS QUAD   -  NEPESTA (1960)
 JK0039
 JK0039                         *CURRENT SURVEY CONTROL
 JK0039  ___________________________________________________________________
 JK0039* NAD 83(1992)-  38 11 35.18298(N)    104 09 15.51265(W)     ADJUSTED  
 JK0039* NAVD 88     -      1338.270  (meters)    4390.64   (feet)  ADJUSTED  
 JK0039  ___________________________________________________________________
 JK0039  X           -  -1,227,620.492 (meters)                     COMP
 JK0039  Y           -  -4,867,828.985 (meters)                     COMP
 JK0039  Z           -   3,923,127.070 (meters)                     COMP
 JK0039  LAPLACE CORR-          -4.23  (seconds)                    DEFLEC99
 JK0039  ELLIP HEIGHT-        1317.73  (meters)          (12/03/02) GPS OBS
 JK0039  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 JK0039  DYNAMIC HT  -        1336.909 (meters)    4386.18  (feet)  COMP
 JK0039  MODELED GRAV-     979,566.0   (mgal)                       NAVD 88
 JK0039
 JK0039  HORZ ORDER  -  SECOND
 JK0039  VERT ORDER  -  FIRST     CLASS II
 JK0039  ELLP ORDER  -  FOURTH    CLASS II
 JK0039
 JK0039.The horizontal coordinates were established by GPS observations
 JK0039.and adjusted by the National Geodetic Survey in January 1997..
 JK0039
 JK0039.The orthometric height was determined by differential leveling
 JK0039.and adjusted by the National Geodetic Survey in June 1991..
 JK0039
 JK0039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK0039
 JK0039.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0039
 JK0039.The ellipsoidal height was determined by GPS observations
 JK0039.and is referenced to NAD 83.
 JK0039
 JK0039.The geoid height was determined by GEOID03.
 JK0039
 JK0039.The dynamic height is computed by dividing the NAVD 88
 JK0039.geopotential number by the normal gravity value computed on the
 JK0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0039.degrees latitude (g = 980.6199 gals.).
 JK0039
 JK0039.The modeled gravity was interpolated from observed gravity values.
 JK0039
 JK0039;                    North         East     Units Scale Factor Converg.
 JK0039;SPC CO S     -   475,062.639 1,032,278.360   MT  0.99996497   +0 49 31.5
 JK0039;SPC CO S     - 1,558,601.34  3,386,733.25   sFT  0.99996497   +0 49 31.5
 JK0039;UTM  13      - 4,227,578.867   574,054.922   MT  0.99966754   +0 31 22.5
 JK0039
 JK0039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0039!SPC CO S     -   0.99979328  x   0.99996497  =   0.99975825
 JK0039!UTM  13      -   0.99979328  x   0.99966754  =   0.99946089
 JK0039
 JK0039                          SUPERSEDED SURVEY CONTROL
 JK0039
 JK0039  ELLIP H (01/17/97) 1317.72   (m)                       GP(       ) 1 1
 JK0039
 JK0039.Superseded values are not recommended for survey control.
 JK0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0039.See file dsdata.txt to determine how the superseded data were derived.
 JK0039
 JK0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC7405527579(NAD 83)
 JK0039_MARKER: DB = BENCH MARK DISK
 JK0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0039_STAMPING: C 40 RESET 1968
 JK0039_MARK LOGO: CGS   
 JK0039_PROJECTION: FLUSH
 JK0039_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0039+STABILITY: SURFACE MOTION
 JK0039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0039+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1995
 JK0039
 JK0039  HISTORY     - Date     Condition        Report By
 JK0039  HISTORY     - 1968     MONUMENTED       USGS
 JK0039  HISTORY     - 1968     GOOD             NGS
 JK0039  HISTORY     - 1985     GOOD             NGS
 JK0039  HISTORY     - 19950105 GOOD             CODOT
 JK0039
 JK0039                          STATION DESCRIPTION
 JK0039
 JK0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 JK0039'7 MI E FROM BOONE.
 JK0039'ABOUT 7.0 MILES EAST ALONG THE MISSOURI PACIFIC RAILWAY AND THE
 JK0039'ATCHISON TOPEKA AND SANTA FE RAILWAY JOINT MAIN TRACK FROM THE
 JK0039'STATION OF BOONE, AT AT AND SF MILEAGE 591.6 456 FEET EAST OF THE
 JK0039'CONNECTING SWITCH FOR BOTH RAILROADS, AND 92 FT NORTH OF CENTERLINE
 JK0039'OF AT AND SF TRACK A STANDARD DISK, STAMPED C 40 RESET 1968 AND SET
 JK0039'IN THE TOP OF CONCRETE.
 JK0039
 JK0039                          STATION RECOVERY (1985)
 JK0039
 JK0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JK0039'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  41.0 KM
 JK0039'(26.35 MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE STATION IN
 JK0039'ROCKY FORD, OR 41.6 KM (25.85 MI) EASTERLY ALONG THE SANTA FE RAILROAD
 JK0039'FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 25 IN PUEBLO, 0.2 KM (0.1
 JK0039'MI) SOUTHEAST OF A JUNCTION SIGN, A CGS BENCH MARK DISK 33.6 M
 JK0039'(110.2 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 96, 30.8
 JK0039'M (101.0 FT) NORTHEAST OF A RAILROAD SIGNAL, 17.7 M (58.1 FT) NORTH OF
 JK0039'THE NEAR RAIL, AND 9.2 M (30.2 FT) NORTH A UTILITY POLE.
 JK0039'THE MARK IS 0.2 METERS  ESE FROM  A WITNESS POST
 JK0039'THE MARK IS 1.0 M BELOW THE TRACKS.
 JK0039
 JK0039                          STATION RECOVERY (1995)
 JK0039
 JK0039'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (MEL)
 JK0039'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0422 ***********************************************************************
 HK0422  DESIGNATION -  C 400
 HK0422  PID         -  HK0422
 HK0422  STATE/COUNTY-  CO/SAGUACHE
 HK0422  USGS QUAD   -  MOFFAT SOUTH (1968)
 HK0422
 HK0422                         *CURRENT SURVEY CONTROL
 HK0422  ___________________________________________________________________
 HK0422* NAD 83(1986)-  37 53 04.     (N)    105 53 46.     (W)     SCALED    
 HK0422* NAVD 88     -      2299.133  (meters)    7543.07   (feet)  ADJUSTED  
 HK0422  ___________________________________________________________________
 HK0422  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 HK0422  DYNAMIC HT  -        2296.228 (meters)    7533.54  (feet)  COMP
 HK0422  MODELED GRAV-     979,283.2   (mgal)                       NAVD 88
 HK0422
 HK0422  VERT ORDER  -  FIRST     CLASS II
 HK0422
 HK0422.The horizontal coordinates were scaled from a topographic map and have
 HK0422.an estimated accuracy of +/- 6 seconds.
 HK0422
 HK0422.The orthometric height was determined by differential leveling
 HK0422.and adjusted by the National Geodetic Survey in June 1991..
 HK0422
 HK0422.The geoid height was determined by GEOID03.
 HK0422
 HK0422.The dynamic height is computed by dividing the NAVD 88
 HK0422.geopotential number by the normal gravity value computed on the
 HK0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0422.degrees latitude (g = 980.6199 gals.).
 HK0422
 HK0422.The modeled gravity was interpolated from observed gravity values.
 HK0422
 HK0422;                    North         East    Units  Estimated Accuracy
 HK0422;SPC CO S     -   440,030.      879,560.      MT  (+/- 180 meters Scaled)
 HK0422
 HK0422                          SUPERSEDED SURVEY CONTROL
 HK0422
 HK0422.No superseded survey control is available for this station.
 HK0422
 HK0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB212933(NAD 83)
 HK0422_MARKER: I = METAL ROD
 HK0422_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HK0422_SP_SET: STAINLESS STEEL ROD
 HK0422_STAMPING: C 400 1985
 HK0422_MARK LOGO: NGS   
 HK0422_PROJECTION: FLUSH
 HK0422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0422_ROD/PIPE-DEPTH: 12.2 meters
 HK0422
 HK0422  HISTORY     - Date     Condition        Report By
 HK0422  HISTORY     - 1985     MONUMENTED       NGS
 HK0422
 HK0422                          STATION DESCRIPTION
 HK0422
 HK0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HK0422'12.8 KM (7.95 MI) SOUTH FROM MOFFAT.
 HK0422'12.8 KM (7.95 MI) SOUTHERLY ALONG STATE HIGHWAY 17 FROM THE POST
 HK0422'OFFICE IN MOFFAT, 53.6 M (175.9 FT) NORTHWEST OF THE NORTHWEST END OF
 HK0422'A CONCRETE HEADWALL OF A BOX CULVERT, 29.6 M (97.1 FT) WEST OF THE
 HK0422'CENTERLINE OF THE HIGHWAY, 7.0 M (23.0 FT) NORTH OF A FENCE CORNER,
 HK0422'AND 3.0 M (9.8 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE.
 HK0422'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HK0422'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 HK0422'THE MARK IS 1.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1006 ***********************************************************************
 LL1006  DESIGNATION -  C 401
 LL1006  PID         -  LL1006
 LL1006  STATE/COUNTY-  CO/WELD
 LL1006  USGS QUAD   -  NUNN (1975)
 LL1006
 LL1006                         *CURRENT SURVEY CONTROL
 LL1006  ___________________________________________________________________
 LL1006* NAD 83(1986)-  40 42 40.     (N)    104 50 56.     (W)     SCALED    
 LL1006* NAVD 88     -      1612.426  (meters)    5290.10   (feet)  ADJUSTED  
 LL1006  ___________________________________________________________________
 LL1006  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 LL1006  DYNAMIC HT  -        1611.063 (meters)    5285.63  (feet)  COMP
 LL1006  MODELED GRAV-     979,722.6   (mgal)                       NAVD 88
 LL1006
 LL1006  VERT ORDER  -  FIRST     CLASS II
 LL1006
 LL1006.The horizontal coordinates were scaled from a topographic map and have
 LL1006.an estimated accuracy of +/- 6 seconds.
 LL1006
 LL1006.The orthometric height was determined by differential leveling
 LL1006.and adjusted by the National Geodetic Survey in June 1991..
 LL1006
 LL1006.The geoid height was determined by GEOID03.
 LL1006
 LL1006.The dynamic height is computed by dividing the NAVD 88
 LL1006.geopotential number by the normal gravity value computed on the
 LL1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1006.degrees latitude (g = 980.6199 gals.).
 LL1006
 LL1006.The modeled gravity was interpolated from observed gravity values.
 LL1006
 LL1006;                    North         East    Units  Estimated Accuracy
 LL1006;SPC CO N     -   457,980.      969,420.      MT  (+/- 180 meters Scaled)
 LL1006
 LL1006                          SUPERSEDED SURVEY CONTROL
 LL1006
 LL1006  NGVD 29 (??/??/??) 1611.530  (m)         5287.16   (f) ADJUSTED    1 2
 LL1006
 LL1006.Superseded values are not recommended for survey control.
 LL1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1006.See file dsdata.txt to determine how the superseded data were derived.
 LL1006
 LL1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF127066(NAD 83)
 LL1006_MARKER: I = METAL ROD
 LL1006_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1006_SP_SET: STAINLESS STEEL ROD
 LL1006_STAMPING: C 401 1984
 LL1006_MARK LOGO: NGS   
 LL1006_PROJECTION: FLUSH
 LL1006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1006_ROD/PIPE-DEPTH: 5.5  meters
 LL1006
 LL1006  HISTORY     - Date     Condition        Report By
 LL1006  HISTORY     - 1984     MONUMENTED       NGS
 LL1006
 LL1006                          STATION DESCRIPTION
 LL1006
 LL1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1006'6.5 KM (4.05 MI) WEST FROM NUNN.
 LL1006'0.8 KM (0.5 MI) NORTH ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH 4TH
 LL1006'STREET IN NUNN, THENCE 5.7 KM (3.55 MI) WEST ALONG COUNTY ROAD 100,
 LL1006'10.2 METERS (33.5 FT) WEST OF THE CENTER OF COUNTY ROAD 23 LEADING
 LL1006'NORTH, AND 9.2 METERS (30.2 FT) NORTH OF THE CENTER OF THE ROAD.
 LL1006'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 LL1006'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1021 ***********************************************************************
 LL1021  DESIGNATION -  C 402
 LL1021  PID         -  LL1021
 LL1021  STATE/COUNTY-  CO/LARIMER
 LL1021  USGS QUAD   -  FORT COLLINS (1984)
 LL1021
 LL1021                         *CURRENT SURVEY CONTROL
 LL1021  ___________________________________________________________________
 LL1021* NAD 83(1986)-  40 34 53.     (N)    105 02 08.     (W)     SCALED    
 LL1021* NAVD 88     -      1500.374  (meters)    4922.48   (feet)  ADJUSTED  
 LL1021  ___________________________________________________________________
 LL1021  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 LL1021  DYNAMIC HT  -        1499.110 (meters)    4918.33  (feet)  COMP
 LL1021  MODELED GRAV-     979,730.7   (mgal)                       NAVD 88
 LL1021
 LL1021  VERT ORDER  -  FIRST     CLASS II
 LL1021
 LL1021.The horizontal coordinates were scaled from a topographic map and have
 LL1021.an estimated accuracy of +/- 6 seconds.
 LL1021
 LL1021.The orthometric height was determined by differential leveling
 LL1021.and adjusted by the National Geodetic Survey in June 1991..
 LL1021
 LL1021.The geoid height was determined by GEOID03.
 LL1021
 LL1021.The dynamic height is computed by dividing the NAVD 88
 LL1021.geopotential number by the normal gravity value computed on the
 LL1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1021.degrees latitude (g = 980.6199 gals.).
 LL1021
 LL1021.The modeled gravity was interpolated from observed gravity values.
 LL1021
 LL1021;                    North         East    Units  Estimated Accuracy
 LL1021;SPC CO N     -   443,480.      953,720.      MT  (+/- 180 meters Scaled)
 LL1021
 LL1021                          SUPERSEDED SURVEY CONTROL
 LL1021
 LL1021  NGVD 29 (??/??/??) 1499.508  (m)         4919.64   (f) ADJUSTED    1 2
 LL1021
 LL1021.Superseded values are not recommended for survey control.
 LL1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1021.See file dsdata.txt to determine how the superseded data were derived.
 LL1021
 LL1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE969922(NAD 83)
 LL1021_MARKER: I = METAL ROD
 LL1021_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1021_SP_SET: STAINLESS STEEL ROD
 LL1021_STAMPING: C 402 1984
 LL1021_MARK LOGO: NGS   
 LL1021_PROJECTION: FLUSH
 LL1021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1021_ROD/PIPE-DEPTH: 8.3  meters
 LL1021
 LL1021  HISTORY     - Date     Condition        Report By
 LL1021  HISTORY     - 1984     MONUMENTED       NGS
 LL1021
 LL1021                          STATION DESCRIPTION
 LL1021
 LL1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1021'IN FORT COLLINS.
 LL1021'IN FORT COLLINS, AT THE JUNCTION OF AIRWAY AVENUE AND LINCOLN AVENUE,
 LL1021'46.0 METERS (150.9 FT) WEST OF THE CENTER OF AIRWAY AVENUE, 9.3 METERS
 LL1021'(30.5 FT) SOUTH OF THE CENTER OF LINCOLN AVENUE, 4.2 METERS (13.8 FT)
 LL1021'SOUTHWEST OF THE SOUTH END OF A CONCRETE CULVERT, AND 1.1 METERS
 LL1021'(3.6 FT) NORTHWEST OF A UTILITY POLE.  NOTE--ACCESS TO THE DATUM POINT
 LL1021'IS THROUGH A 5-INCH LOGO CAP.
 LL1021'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 LL1021'THE MARK IS 0.6 M ABOVE THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0387 ***********************************************************************
 HM0387  DESIGNATION -  C 403
 HM0387  PID         -  HM0387
 HM0387  STATE/COUNTY-  CO/LA PLATA
 HM0387  USGS QUAD   -  HESPERUS (1963)
 HM0387
 HM0387                         *CURRENT SURVEY CONTROL
 HM0387  ___________________________________________________________________
 HM0387* NAD 83(1986)-  37 16 40.     (N)    108 00 54.     (W)     SCALED    
 HM0387* NAVD 88     -      2451.144  (meters)    8041.79   (feet)  ADJUSTED  
 HM0387  ___________________________________________________________________
 HM0387  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 HM0387  DYNAMIC HT  -        2447.851 (meters)    8030.99  (feet)  COMP
 HM0387  MODELED GRAV-     979,198.2   (mgal)                       NAVD 88
 HM0387
 HM0387  VERT ORDER  -  FIRST     CLASS II
 HM0387
 HM0387.The horizontal coordinates were scaled from a topographic map and have
 HM0387.an estimated accuracy of +/- 6 seconds.
 HM0387
 HM0387.The orthometric height was determined by differential leveling
 HM0387.and adjusted by the National Geodetic Survey in June 1991..
 HM0387
 HM0387.The geoid height was determined by GEOID03.
 HM0387
 HM0387.The dynamic height is computed by dividing the NAVD 88
 HM0387.geopotential number by the normal gravity value computed on the
 HM0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0387.degrees latitude (g = 980.6199 gals.).
 HM0387
 HM0387.The modeled gravity was interpolated from observed gravity values.
 HM0387
 HM0387;                    North         East    Units  Estimated Accuracy
 HM0387;SPC CO S     -   375,630.      691,380.      MT  (+/- 180 meters Scaled)
 HM0387
 HM0387                          SUPERSEDED SURVEY CONTROL
 HM0387
 HM0387.No superseded survey control is available for this station.
 HM0387
 HM0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG646298(NAD 83)
 HM0387_MARKER: I = METAL ROD
 HM0387_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HM0387+WITH SETTING: INFORMATION.
 HM0387_SP_SET: SHALLOW SET METAL ROD
 HM0387_STAMPING: C 403 1984
 HM0387_MARK LOGO: NGS   
 HM0387_PROJECTION: FLUSH
 HM0387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0387_ROD/PIPE-DEPTH: 1.5  meters
 HM0387
 HM0387  HISTORY     - Date     Condition        Report By
 HM0387  HISTORY     - 1984     MONUMENTED       NGS
 HM0387
 HM0387                          STATION DESCRIPTION
 HM0387
 HM0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0387'14.4 KM (8.95 MI) WEST FROM DURANGO.
 HM0387'14.4 KM (8.95 MI) WESTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION
 HM0387'WITH U.S. HIGHWAY 550 IN DURANGO, 27.4 METERS (89.9 FT) SOUTHEAST OF
 HM0387'THE NORTHWEST END OF A SMALL HIGHWAY CUT, AND 24.7 METERS (81.0 FT)
 HM0387'NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY.
 HM0387'NOTE=REFUSAL WAS REACHED AT 5.0 FT.  ACCESS TO THE DATUM POINT IS
 HM0387'THROUGH A 5-INCH LOGO CAP.
 HM0387'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 HM0387'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0350 ***********************************************************************
 HL0350  DESIGNATION -  C 404
 HL0350  PID         -  HL0350
 HL0350  STATE/COUNTY-  CO/LA PLATA
 HL0350  USGS QUAD   -  LOMA LINDA (1968)
 HL0350
 HL0350                         *CURRENT SURVEY CONTROL
 HL0350  ___________________________________________________________________
 HL0350* NAD 83(1986)-  37 10 43.     (N)    107 51 29.     (W)     SCALED    
 HL0350* NAVD 88     -      2018.491  (meters)    6622.33   (feet)  ADJUSTED  
 HL0350  ___________________________________________________________________
 HL0350  GEOID HEIGHT-         -19.51  (meters)                     GEOID03
 HL0350  DYNAMIC HT  -        2015.862 (meters)    6613.71  (feet)  COMP
 HL0350  MODELED GRAV-     979,257.3   (mgal)                       NAVD 88
 HL0350
 HL0350  VERT ORDER  -  FIRST     CLASS II
 HL0350
 HL0350.The horizontal coordinates were scaled from a topographic map and have
 HL0350.an estimated accuracy of +/- 6 seconds.
 HL0350
 HL0350.The orthometric height was determined by differential leveling
 HL0350.and adjusted by the National Geodetic Survey in June 1991..
 HL0350
 HL0350.The geoid height was determined by GEOID03.
 HL0350
 HL0350.The dynamic height is computed by dividing the NAVD 88
 HL0350.geopotential number by the normal gravity value computed on the
 HL0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0350.degrees latitude (g = 980.6199 gals.).
 HL0350
 HL0350.The modeled gravity was interpolated from observed gravity values.
 HL0350
 HL0350;                    North         East    Units  Estimated Accuracy
 HL0350;SPC CO S     -   364,260.      705,020.      MT  (+/- 180 meters Scaled)
 HL0350
 HL0350                          SUPERSEDED SURVEY CONTROL
 HL0350
 HL0350.No superseded survey control is available for this station.
 HL0350
 HL0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB462185(NAD 83)
 HL0350_MARKER: I = METAL ROD
 HL0350_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HL0350_SP_SET: STAINLESS STEEL ROD
 HL0350_STAMPING: C 404 1984
 HL0350_MARK LOGO: NGS   
 HL0350_PROJECTION: FLUSH
 HL0350_MAGNETIC: I = MARKER IS A STEEL ROD
 HL0350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0350_ROD/PIPE-DEPTH: 3.6  meters
 HL0350
 HL0350  HISTORY     - Date     Condition        Report By
 HL0350  HISTORY     - 1984     MONUMENTED       NGS
 HL0350  HISTORY     - 19920421 GOOD             NGS
 HL0350
 HL0350                          STATION DESCRIPTION
 HL0350
 HL0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HL0350'13.0 KM (8.5 MI) SOUTH FROM DURANGO.
 HL0350'13.0 KM (8.5 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM ITS NORTH
 HL0350'JUNCTION WITH U.S. HIGHWAY 160 IN DURANGO, 0.4 KM (0.25 MI) SOUTH OF
 HL0350'THE SOUTH INTERSECTION OF COUNTY ROAD 219, 34.1 METERS (111.9 FT)
 HL0350'NORTH OF THE CENTER OF A DRIVEWAY LEADING WEST TO THE J.J. PARKER
 HL0350'RESIDENCE, 12.0 METERS (39.4 FT) WEST OF THE CENTERLINE OF THE
 HL0350'HIGHWAY, 7.8 METERS (25.6 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE,
 HL0350'AND 2.3 METERS (9.5 FT) NORTH OF A T-FENCE CORNER.  NOTE=ACCESS TO THE
 HL0350'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 HL0350'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 HL0350'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HL0350
 HL0350                          STATION RECOVERY (1992)
 HL0350
 HL0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HL0350'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0874 ***********************************************************************
 JK0874  DESIGNATION -  C 405
 JK0874  PID         -  JK0874
 JK0874  STATE/COUNTY-  CO/EL PASO
 JK0874  USGS QUAD   -  FOUNTAIN (1994)
 JK0874
 JK0874                         *CURRENT SURVEY CONTROL
 JK0874  ___________________________________________________________________
 JK0874* NAD 83(1992)-  38 40 04.54095(N)    104 44 00.03395(W)     ADJUSTED  
 JK0874* NAVD 88     -      1750.218  (meters)    5742.17   (feet)  ADJUSTED  
 JK0874  ___________________________________________________________________
 JK0874  X           -  -1,268,500.252 (meters)                     COMP
 JK0874  Y           -  -4,823,796.894 (meters)                     COMP
 JK0874  Z           -   3,964,683.531 (meters)                     COMP
 JK0874  LAPLACE CORR-         -11.83  (seconds)                    DEFLEC99
 JK0874  ELLIP HEIGHT-        1732.29  (meters)          (12/03/02) GPS OBS
 JK0874  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 JK0874  DYNAMIC HT  -        1748.353 (meters)    5736.05  (feet)  COMP
 JK0874  MODELED GRAV-     979,500.6   (mgal)                       NAVD 88
 JK0874
 JK0874  HORZ ORDER  -  FIRST
 JK0874  VERT ORDER  -  FIRST     CLASS II
 JK0874  ELLP ORDER  -  FOURTH    CLASS II
 JK0874
 JK0874.The horizontal coordinates were established by GPS observations
 JK0874.and adjusted by the National Geodetic Survey in December 2002..
 JK0874
 JK0874.The orthometric height was determined by differential leveling
 JK0874.and adjusted by the National Geodetic Survey in June 1991..
 JK0874
 JK0874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK0874
 JK0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0874
 JK0874.The ellipsoidal height was determined by GPS observations
 JK0874.and is referenced to NAD 83.
 JK0874
 JK0874.The geoid height was determined by GEOID03.
 JK0874
 JK0874.The dynamic height is computed by dividing the NAVD 88
 JK0874.geopotential number by the normal gravity value computed on the
 JK0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0874.degrees latitude (g = 980.6199 gals.).
 JK0874
 JK0874.The modeled gravity was interpolated from observed gravity values.
 JK0874
 JK0874;                    North         East     Units Scale Factor Converg.
 JK0874;SPC CO C     -   397,728.163   981,120.725   MT  0.99996430   +0 29 00.7
 JK0874;SPC CO C     - 1,304,879.81  3,218,893.58   sFT  0.99996430   +0 29 00.7
 JK0874;UTM  13      - 4,279,960.980   523,197.877   MT  0.99960663   +0 09 59.8
 JK0874
 JK0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0874!SPC CO C     -   0.99972827  x   0.99996430  =   0.99969258
 JK0874!UTM  13      -   0.99972827  x   0.99960663  =   0.99933501
 JK0874
 JK0874                          SUPERSEDED SURVEY CONTROL
 JK0874
 JK0874  NAD 83(1992)-  38 40 04.54102(N)    104 44 00.02431(W) AD(       ) 1
 JK0874  NAD 83(1986)-  38 40 04.52555(N)    104 44 00.01249(W) AD(       ) 1
 JK0874  NGVD 29 (??/??/??) 1749.231  (m)         5738.94   (f) ADJUSTED    1 2
 JK0874
 JK0874.Superseded values are not recommended for survey control.
 JK0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0874.See file dsdata.txt to determine how the superseded data were derived.
 JK0874
 JK0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC2319879961(NAD 83)
 JK0874_MARKER: F = FLANGE-ENCASED ROD
 JK0874_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK0874_SP_SET: STAINLESS STEEL ROD
 JK0874_STAMPING: C 405 1984
 JK0874_MARK LOGO: NGS   
 JK0874_PROJECTION: FLUSH
 JK0874_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK0874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0874+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2005
 JK0874_ROD/PIPE-DEPTH: 11.0 meters
 JK0874
 JK0874  HISTORY     - Date     Condition        Report By
 JK0874  HISTORY     - 1984     MONUMENTED       NGS
 JK0874  HISTORY     - 19860618 GOOD
 JK0874  HISTORY     - 2002     GOOD             ZYLSTR
 JK0874  HISTORY     - 20051216 GOOD             CLSI
 JK0874
 JK0874                          STATION DESCRIPTION
 JK0874
 JK0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0874'4.4 KM (2.75 MI) SE FROM FORT CARSON.
 JK0874'4.4 KM (2.75 MI) SOUTHEASTERLY ALONG WILDERNESS ROAD (ROUTE 5) FROM
 JK0874'ITS JUNCTION WITH BUTTS ROAD (ROUTE 5) IN FORT CARSON (MILITARY
 JK0874'RESERVATION), 18.5 METERS (60.7 FT) SOUTH OF THE CENTER OF AN
 JK0874'EAST-WEST GRAVELED ROAD, 16.5 METERS (54.1 FT) WEST OF THE CENTER OF
 JK0874'GATE 19, AND 12.5 METERS (41.0 FT) SOUTHWEST OF THE CENTER OF THE
 JK0874'ROAD.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 JK0874'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 JK0874'THE MARK IS 0.5 M BELOW THE ROAD.
 JK0874
 JK0874                          STATION RECOVERY (1986)
 JK0874
 JK0874'RECOVERED 1986
 JK0874'RECOVERED IN GOOD CONDITION.
 JK0874
 JK0874                          STATION RECOVERY (2002)
 JK0874
 JK0874'RECOVERY NOTE BY ZYLSTRA-BAKER SURVEYING INCORPORATED 2002 (LDV)
 JK0874'RECOVERED AS DESCRIBED.
 JK0874'
 JK0874
 JK0874                          STATION RECOVERY (2005)
 JK0874
 JK0874'RECOVERY NOTE BY CLARK LAND SURVEYING INCORPORATED 2005 (MSJ)
 JK0874'WILDERNESS ROAD HAS BEEN CLOSED APPROX. 0.5 MILE EASTERLY OF BUTTS
 JK0874'ROAD.  ONE SHOULD FOLLOW THE NEW ROUTE AROUND BUTTS ARMY AIRFIELD
 JK0874'SOUTH, SOUTHEASTERLY AND NORTHEASTERLY TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1395 ***********************************************************************
 KK1395  DESIGNATION -  C 406
 KK1395  PID         -  KK1395
 KK1395  STATE/COUNTY-  CO/DENVER
 KK1395  USGS QUAD   -  FORT LOGAN (1994)
 KK1395
 KK1395                         *CURRENT SURVEY CONTROL
 KK1395  ___________________________________________________________________
 KK1395* NAD 83(1986)-  39 43 32.     (N)    105 02 22.     (W)     SCALED    
 KK1395* NAVD 88     -      1630.232  (meters)    5348.52   (feet)  ADJUSTED  
 KK1395  ___________________________________________________________________
 KK1395  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 KK1395  DYNAMIC HT  -        1628.651 (meters)    5343.33  (feet)  COMP
 KK1395  MODELED GRAV-     979,599.3   (mgal)                       NAVD 88
 KK1395
 KK1395  VERT ORDER  -  FIRST     CLASS II
 KK1395
 KK1395.The horizontal coordinates were scaled from a topographic map and have
 KK1395.an estimated accuracy of +/- 6 seconds.
 KK1395
 KK1395.The orthometric height was determined by differential leveling
 KK1395.and adjusted by the National Geodetic Survey in June 1991..
 KK1395
 KK1395.The geoid height was determined by GEOID03.
 KK1395
 KK1395.The dynamic height is computed by dividing the NAVD 88
 KK1395.geopotential number by the normal gravity value computed on the
 KK1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1395.degrees latitude (g = 980.6199 gals.).
 KK1395
 KK1395.The modeled gravity was interpolated from observed gravity values.
 KK1395
 KK1395;                    North         East    Units  Estimated Accuracy
 KK1395;SPC CO C     -   514,960.      953,890.      MT  (+/- 180 meters Scaled)
 KK1395
 KK1395                          SUPERSEDED SURVEY CONTROL
 KK1395
 KK1395  NGVD 29 (??/??/??) 1629.307  (m)         5345.48   (f) ADJUSTED    1 2
 KK1395
 KK1395.Superseded values are not recommended for survey control.
 KK1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1395.See file dsdata.txt to determine how the superseded data were derived.
 KK1395
 KK1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD966972(NAD 83)
 KK1395_MARKER: DB = BENCH MARK DISK
 KK1395_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KK1395_SP_SET: RETAINING WALL
 KK1395_STAMPING: C 406 1984
 KK1395_MARK LOGO: NGS   
 KK1395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1395
 KK1395  HISTORY     - Date     Condition        Report By
 KK1395  HISTORY     - 1984     MONUMENTED       NGS
 KK1395  HISTORY     - 20060911 POOR             NGS
 KK1395
 KK1395                          STATION DESCRIPTION
 KK1395
 KK1395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1395'IN DENVER.
 KK1395'IN DENVER, AT THE INTERSECTION OF U.S. HIGHWAY 6 (6TH AVENUE) AND
 KK1395'PERRY STREET, IN TOP OF THE SOUTH RETAINING WALL OF THE HIGHWAY,
 KK1395'9.0 METERS (29.5 FT) EAST OF THE CENTERLINE OF THE STREET, 7.0 METERS
 KK1395'(23.0 FT) SOUTH OF THE CENTER OF THE EAST BOUND LANES OF THE FREEWAY,
 KK1395'2.9 METERS (9.5 FT) NORTH OF THE CENTER OF THE EAST BOUND LANE OF THE
 KK1395'HIGHWAY, AND 0.2 METER (0.7 FT) SOUTH OF A FENCE.
 KK1395'THE MARK IS 9.8 M ABOVE THE HIGHWAY.
 KK1395
 KK1395                          STATION RECOVERY (2006)
 KK1395
 KK1395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (ASB)
 KK1395'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1511 ***********************************************************************
 KK1511  DESIGNATION -  C 407
 KK1511  PID         -  KK1511
 KK1511  STATE/COUNTY-  CO/ARAPAHOE
 KK1511  USGS QUAD   -  FITZSIMONS (1994)
 KK1511
 KK1511                         *CURRENT SURVEY CONTROL
 KK1511  ___________________________________________________________________
 KK1511* NAD 83(1986)-  39 42 02.     (N)    104 48 37.     (W)     SCALED    
 KK1511* NAVD 88     -      1677.860  (meters)    5504.78   (feet)  ADJUSTED  
 KK1511  ___________________________________________________________________
 KK1511  GEOID HEIGHT-         -17.58  (meters)                     GEOID03
 KK1511  DYNAMIC HT  -        1676.241 (meters)    5499.47  (feet)  COMP
 KK1511  MODELED GRAV-     979,602.8   (mgal)                       NAVD 88
 KK1511
 KK1511  VERT ORDER  -  FIRST     CLASS II
 KK1511
 KK1511.The horizontal coordinates were scaled from a topographic map and have
 KK1511.an estimated accuracy of +/- 6 seconds.
 KK1511
 KK1511.The orthometric height was determined by differential leveling
 KK1511.and adjusted by the National Geodetic Survey in June 1991..
 KK1511
 KK1511.Photographs are available for this station.
 KK1511
 KK1511.The geoid height was determined by GEOID03.
 KK1511
 KK1511.The dynamic height is computed by dividing the NAVD 88
 KK1511.geopotential number by the normal gravity value computed on the
 KK1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1511.degrees latitude (g = 980.6199 gals.).
 KK1511
 KK1511.The modeled gravity was interpolated from observed gravity values.
 KK1511
 KK1511;                    North         East    Units  Estimated Accuracy
 KK1511;SPC CO C     -   512,310.      973,560.      MT  (+/- 180 meters Scaled)
 KK1511
 KK1511                          SUPERSEDED SURVEY CONTROL
 KK1511
 KK1511  NGVD 29 (??/??/??) 1676.958  (m)         5501.82   (f) ADJUSTED    1 2
 KK1511
 KK1511.Superseded values are not recommended for survey control.
 KK1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1511.See file dsdata.txt to determine how the superseded data were derived.
 KK1511
 KK1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED162945(NAD 83)
 KK1511_MARKER: F = FLANGE-ENCASED ROD
 KK1511_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1511_SP_SET: STAINLESS STEEL ROD
 KK1511_STAMPING: C 407 1984
 KK1511_MARK LOGO: NGS   
 KK1511_PROJECTION: FLUSH
 KK1511_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1511_ROD/PIPE-DEPTH: 9.80 meters
 KK1511
 KK1511  HISTORY     - Date     Condition        Report By
 KK1511  HISTORY     - 1984     MONUMENTED       NGS
 KK1511  HISTORY     - 2002     GOOD             ZYLSTR
 KK1511
 KK1511                          STATION DESCRIPTION
 KK1511
 KK1511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1511'IN AURORA.
 KK1511'IN AURORA, AT THE INTERSECTION OF CHAMBERS ROAD AND OHIO AVENUE,
 KK1511'21.1 METERS (69.2 FT) SOUTH OF THE CENTER OF THE AVENUE, 12.2 METERS
 KK1511'(40.0 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE ROAD,
 KK1511'4.7 METERS (15.4 FT) SOUTH OF A BRICK CORNER POST, AND 0.8 METER
 KK1511'(2.6 FT) EAST OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 KK1511'5-INCH LOGO CAP.
 KK1511'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 KK1511
 KK1511                          STATION RECOVERY (2002)
 KK1511
 KK1511'RECOVERY NOTE BY ZYLSTRA-BAKER SURVEYING INCORPORATED 2002 (LDV)
 KK1511'RECOVERED AS DESCRIBED.
 KK1511'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1354 ***********************************************************************
 KK1354  DESIGNATION -  C 408
 KK1354  PID         -  KK1354
 KK1354  STATE/COUNTY-  CO/BOULDER
 KK1354  USGS QUAD   -  LOUISVILLE (1994)
 KK1354
 KK1354                         *CURRENT SURVEY CONTROL
 KK1354  ___________________________________________________________________
 KK1354* NAD 83(1986)-  39 57 04.     (N)    105 13 59.     (W)     SCALED    
 KK1354* NAVD 88     -      1704.507  (meters)    5592.20   (feet)  ADJUSTED  
 KK1354  ___________________________________________________________________
 KK1354  GEOID HEIGHT-         -15.88  (meters)                     GEOID03
 KK1354  DYNAMIC HT  -        1702.836 (meters)    5586.72  (feet)  COMP
 KK1354  MODELED GRAV-     979,586.6   (mgal)                       NAVD 88
 KK1354
 KK1354  VERT ORDER  -  FIRST     CLASS II
 KK1354
 KK1354.The horizontal coordinates were scaled from a topographic map and have
 KK1354.an estimated accuracy of +/- 6 seconds.
 KK1354
 KK1354.The orthometric height was determined by differential leveling
 KK1354.and adjusted by the National Geodetic Survey in June 1991..
 KK1354
 KK1354.The geoid height was determined by GEOID03.
 KK1354
 KK1354.The dynamic height is computed by dividing the NAVD 88
 KK1354.geopotential number by the normal gravity value computed on the
 KK1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1354.degrees latitude (g = 980.6199 gals.).
 KK1354
 KK1354.The modeled gravity was interpolated from observed gravity values.
 KK1354
 KK1354;                    North         East    Units  Estimated Accuracy
 KK1354;SPC CO N     -   373,430.      937,210.      MT  (+/- 180 meters Scaled)
 KK1354
 KK1354                          SUPERSEDED SURVEY CONTROL
 KK1354
 KK1354  NGVD 29 (??/??/??) 1703.535  (m)         5589.01   (f) ADJUSTED    1 2
 KK1354
 KK1354.Superseded values are not recommended for survey control.
 KK1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1354.See file dsdata.txt to determine how the superseded data were derived.
 KK1354
 KK1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE800223(NAD 83)
 KK1354_MARKER: DB = BENCH MARK DISK
 KK1354_SETTING: 66 = SET IN ROCK OUTCROP
 KK1354_SP_SET: ROCK OUTCROP
 KK1354_STAMPING: C 408 1984
 KK1354_MARK LOGO: NGS   
 KK1354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1354
 KK1354  HISTORY     - Date     Condition        Report By
 KK1354  HISTORY     - 1984     MONUMENTED       NGS
 KK1354
 KK1354                          STATION DESCRIPTION
 KK1354
 KK1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1354'10.8 KM (6.7 MI) SOUTH FROM BOULDER.
 KK1354'4.0 KM (2.5 MI) SOUTH ALONG U.S. HIGHWAY 36 FROM ITS NORTH JUNCTION
 KK1354'WITH STATE HIGHWAY 119 IN BOULDER, THENCE 0.4 KM (0.25 MI) WEST ALONG
 KK1354'BASELINE ROAD, THENCE 6.4 KM (4.0 MI) SOUTHERLY ALONG STATE HIGHWAY
 KK1354'93, NEAR THE CENTER OF A 4- BY 20-FOOT EXPOSED AREA OF OUTCROPPING
 KK1354'BEDROCK, 0.3 KM (0.2 MI) SOUTH OF THE JUNCTION OF STATE HIGHWAY 170,
 KK1354'16.0 METERS (52.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 15.2
 KK1354'METERS (49.9 FT) SOUTHEAST OF A UTILITY POLE WITH 3 GUY WIRES, AND
 KK1354'7.2 METERS (23.6 FT) EAST OF A FENCE.
 KK1354'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 KK1354'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1032 ***********************************************************************
 LL1032  DESIGNATION -  C 409
 LL1032  PID         -  LL1032
 LL1032  STATE/COUNTY-  CO/LARIMER
 LL1032  USGS QUAD   -  FORT COLLINS (1984)
 LL1032
 LL1032                         *CURRENT SURVEY CONTROL
 LL1032  ___________________________________________________________________
 LL1032* NAD 83(1986)-  40 33 10.     (N)    105 04 47.     (W)     SCALED    
 LL1032* NAVD 88     -      1532.569  (meters)    5028.10   (feet)  ADJUSTED  
 LL1032  ___________________________________________________________________
 LL1032  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 LL1032  DYNAMIC HT  -        1531.271 (meters)    5023.84  (feet)  COMP
 LL1032  MODELED GRAV-     979,724.7   (mgal)                       NAVD 88
 LL1032
 LL1032  VERT ORDER  -  FIRST     CLASS II
 LL1032
 LL1032.The horizontal coordinates were scaled from a topographic map and have
 LL1032.an estimated accuracy of +/- 6 seconds.
 LL1032
 LL1032.The orthometric height was determined by differential leveling
 LL1032.and adjusted by the National Geodetic Survey in June 1991..
 LL1032
 LL1032.The geoid height was determined by GEOID03.
 LL1032
 LL1032.The dynamic height is computed by dividing the NAVD 88
 LL1032.geopotential number by the normal gravity value computed on the
 LL1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1032.degrees latitude (g = 980.6199 gals.).
 LL1032
 LL1032.The modeled gravity was interpolated from observed gravity values.
 LL1032
 LL1032;                    North         East    Units  Estimated Accuracy
 LL1032;SPC CO N     -   440,280.      950,000.      MT  (+/- 180 meters Scaled)
 LL1032
 LL1032                          SUPERSEDED SURVEY CONTROL
 LL1032
 LL1032  NGVD 29 (??/??/??) 1531.703  (m)         5025.26   (f) ADJUSTED    1 2
 LL1032
 LL1032.Superseded values are not recommended for survey control.
 LL1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1032.See file dsdata.txt to determine how the superseded data were derived.
 LL1032
 LL1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE932891(NAD 83)
 LL1032_MARKER: I = METAL ROD
 LL1032_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1032_SP_SET: STAINLESS STEEL ROD
 LL1032_STAMPING: C 409 1984
 LL1032_MARK LOGO: NGS   
 LL1032_PROJECTION: FLUSH
 LL1032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1032_ROD/PIPE-DEPTH: 13.4 meters
 LL1032
 LL1032  HISTORY     - Date     Condition        Report By
 LL1032  HISTORY     - 1984     MONUMENTED       NGS
 LL1032
 LL1032                          STATION DESCRIPTION
 LL1032
 LL1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1032'IN FORT COLLINS.
 LL1032'IN FORT COLLINS, AT THE JUNCTION OF DRAKE DRIVE AND THE COLORADO AND
 LL1032'SOUTHERN RAILROAD, 26.1 METERS (85.6 FT) WEST OF THE NEAR RAIL,
 LL1032'16.1 METERS (52.8 FT) NORTH OF THE CENTERLINE OF THE EAST BOUND LANES
 LL1032'OF THE HIGHWAY, 6.2 METERS (20.3 FT) EAST OF A FENCE, AND 1.4 METERS
 LL1032'(4.6 FT) NORTH-NORTHEAST OF A UTILITY POLE WITH THREE GUY WIRES.
 LL1032'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP
 LL1032'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 LL1032'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0186 ***********************************************************************
 JJ0186  DESIGNATION -  C 41
 JJ0186  PID         -  JJ0186
 JJ0186  STATE/COUNTY-  CO/BENT
 JJ0186  USGS QUAD   -  PROWERS (1953)
 JJ0186
 JJ0186                         *CURRENT SURVEY CONTROL
 JJ0186  ___________________________________________________________________
 JJ0186* NAD 83(1986)-  38 03 43.     (N)    102 51 34.     (W)     SCALED    
 JJ0186* NAVD 88     -      1136.031  (meters)    3727.13   (feet)  POSTED    
 JJ0186  ___________________________________________________________________
 JJ0186  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 JJ0186  DYNAMIC HT  -        1134.940 (meters)    3723.55  (feet)  COMP
 JJ0186  MODELED GRAV-     979,627.8   (mgal)                       NAVD 88
 JJ0186
 JJ0186  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JJ0186
 JJ0186.The horizontal coordinates were scaled from a topographic map and have
 JJ0186.an estimated accuracy of +/- 6 seconds.
 JJ0186
 JJ0186.The orthometric height was determined by differential leveling
 JJ0186.and adjusted by the National Geodetic Survey in 1992..
 JJ0186.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JJ0186.rate of 0.0 thru 1.0 mm/km.
 JJ0186
 JJ0186.The geoid height was determined by GEOID03.
 JJ0186
 JJ0186.The dynamic height is computed by dividing the NAVD 88
 JJ0186.geopotential number by the normal gravity value computed on the
 JJ0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0186.degrees latitude (g = 980.6199 gals.).
 JJ0186
 JJ0186.The modeled gravity was interpolated from observed gravity values.
 JJ0186
 JJ0186;                    North         East    Units  Estimated Accuracy
 JJ0186;SPC CO S     -   462,930.    1,146,090.      MT  (+/- 180 meters Scaled)
 JJ0186
 JJ0186                          SUPERSEDED SURVEY CONTROL
 JJ0186
 JJ0186  NGVD 29 (??/??/92) 1135.453  (m)         3725.23   (f) ADJ UNCH    1 2
 JJ0186
 JJ0186.Superseded values are not recommended for survey control.
 JJ0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0186.See file dsdata.txt to determine how the superseded data were derived.
 JJ0186
 JJ0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC877148(NAD 83)
 JJ0186_MARKER: DB = BENCH MARK DISK
 JJ0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0186_STAMPING: C 41 1933
 JJ0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0186+STABILITY: SURFACE MOTION
 JJ0186
 JJ0186  HISTORY     - Date     Condition        Report By
 JJ0186  HISTORY     - 1933     MONUMENTED       CGS
 JJ0186  HISTORY     - 1953     GOOD             USGS
 JJ0186  HISTORY     - 1985     MARK NOT FOUND   NGS
 JJ0186
 JJ0186                          STATION DESCRIPTION
 JJ0186
 JJ0186'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 JJ0186'5.8 MI E FROM CADDOA.
 JJ0186'C 41.-- 5.75 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 JJ0186'RAILWAY FROM THE STATION AT CADDOA, BENT COUNTY, 800 FEET EAST OF
 JJ0186'THE STATION AT ABLE, 10 FEET WEST OF THE CENTER OF A PRIVATE-ROAD
 JJ0186'CROSSING, 50 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, AND
 JJ0186'6.5 FEET SOUTH OF A POLE.  A STANDARD DISK, STAMPED C 41 1933 AND
 JJ0186'SET IN THE TOP OF A CONCRETE POST.  (NOT RELEVELED IN 1941)
 JJ0186'(1933-34 ELEVATION-- 1,135.453 METERS OR 3,725.232 FEET)
 JJ0186
 JJ0186                          STATION RECOVERY (1985)
 JJ0186
 JJ0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD9257 ***********************************************************************
 AD9257  DESIGNATION -  C 41 MP 4.9
 AD9257  PID         -  AD9257
 AD9257  STATE/COUNTY-  CO/MONTEZUMA
 AD9257  USGS QUAD   -  YELLOW ROCK POINT EAST (1985)
 AD9257
 AD9257                         *CURRENT SURVEY CONTROL
 AD9257  ___________________________________________________________________
 AD9257* NAD 83(1992)-  37 05 34.99424(N)    109 00 08.51482(W)     ADJUSTED  
 AD9257* NAVD 88     -      1516.4    (meters)    4975.     (feet)  GPS OBS   
 AD9257  ___________________________________________________________________
 AD9257  X           -  -1,658,957.081 (meters)                     COMP
 AD9257  Y           -  -4,817,315.174 (meters)                     COMP
 AD9257  Z           -   3,826,537.714 (meters)                     COMP
 AD9257  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 AD9257  ELLIP HEIGHT-        1495.75  (meters)          (12/03/02) GPS OBS
 AD9257  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 AD9257
 AD9257  HORZ ORDER  -  FIRST
 AD9257  ELLP ORDER  -  FOURTH    CLASS II
 AD9257
 AD9257.The horizontal coordinates were established by GPS observations
 AD9257.and adjusted by the National Geodetic Survey in July 1997..
 AD9257
 AD9257.The orthometric height was determined by GPS observations and a
 AD9257.high-resolution geoid model.
 AD9257
 AD9257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9257
 AD9257.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9257
 AD9257.The ellipsoidal height was determined by GPS observations
 AD9257.and is referenced to NAD 83.
 AD9257
 AD9257.The geoid height was determined by GEOID03.
 AD9257
 AD9257;                    North         East     Units Scale Factor Converg.
 AD9257;SPC CO S     -   357,959.964   603,094.863   MT  1.00002842   -2 08 53.8
 AD9257;SPC CO S     - 1,174,406.98  1,978,653.73   sFT  1.00002842   -2 08 53.8
 AD9257;UTM  12      - 4,107,062.233   677,534.748   MT  0.99998828   +1 12 18.4
 AD9257
 AD9257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9257!SPC CO S     -   0.99976533  x   1.00002842  =   0.99979374
 AD9257!UTM  12      -   0.99976533  x   0.99998828  =   0.99975361
 AD9257
 AD9257                          SUPERSEDED SURVEY CONTROL
 AD9257
 AD9257  ELLIP H (07/06/97) 1495.75   (m)                       GP(       ) 3 1
 AD9257
 AD9257.Superseded values are not recommended for survey control.
 AD9257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9257.See file dsdata.txt to determine how the superseded data were derived.
 AD9257
 AD9257_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG7753507062(NAD 83)
 AD9257_MARKER: DU = BOUNDARY MARKER
 AD9257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9257_STAMPING: MP 4.9
 AD9257_MARK LOGO: CODH  
 AD9257_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD9257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9257+STABILITY: SURFACE MOTION
 AD9257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9257+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AD9257
 AD9257  HISTORY     - Date     Condition        Report By
 AD9257  HISTORY     - 1993     MONUMENTED       CODH
 AD9257
 AD9257                          STATION DESCRIPTION
 AD9257
 AD9257'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1993 (RSC)
 AD9257'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH-NORTHEAST OF THE
 AD9257'FOUR CORNERS MONUMENT, 6.5 MI (10.5 KM) NORTH OF THE NEW MEXICO BORDER
 AD9257'AND 2.4 MI (3.9 KM) EAST OF THE UTAH BORDER, AT COLORADO STATE HIGHWAY
 AD9257'41 MILEPOST 4.9.  OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION
 AD9257'RIGHT-OF-WAY  TO REACH THE STATION FROM THE JUNCTION OF U.  S.
 AD9257'HIGHWAY 160 AND COLORADO STATE HIGHWAY 41, GO NORTHWEST ON COLORADO
 AD9257'HIGHWAY 41 FOR 4.9 MI (7.9 KM) TO THE STATION ON THE RIGHT  THE
 AD9257'STATION IS A STANDARD RIGHT-OF-WAY MARKER SET IN THE TOP OF A CONCRETE
 AD9257'POST PROJECTING 9-INCHES ABOVE GROUND.  IT IS 65.2 M (213.9 FT)
 AD9257'EAST-SOUTHEAST OF A RED AND WHITE VENT PIPE FOR AN OIL LINE, 38.2 M
 AD9257'(125.3 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 0.7 M (2.3 FT)
 AD9257'SOUTHEAST OF A WITNESS POST, 0.1 M (0.3 FT) EAST-SOUTHEAST OF A
 AD9257'RIGHT-OF-WAY FENCE BRACE POLE AND ABOUT 2.7 M (8.9 FT) BELOW THE
 AD9257'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD9258 ***********************************************************************
 AD9258  DESIGNATION -  C 41 POT 11+76.2
 AD9258  PID         -  AD9258
 AD9258  STATE/COUNTY-  CO/MONTEZUMA
 AD9258  USGS QUAD   -  PETERS NIPPLE (1985)
 AD9258
 AD9258                         *CURRENT SURVEY CONTROL
 AD9258  ___________________________________________________________________
 AD9258* NAD 83(1992)-  37 09 00.42446(N)    109 02 42.50345(W)     ADJUSTED  
 AD9258* NAVD 88     -      1449.3    (meters)    4755.     (feet)  GPS OBS   
 AD9258  ___________________________________________________________________
 AD9258  X           -  -1,661,288.115 (meters)                     COMP
 AD9258  Y           -  -4,812,411.145 (meters)                     COMP
 AD9258  Z           -   3,831,548.008 (meters)                     COMP
 AD9258  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 AD9258  ELLIP HEIGHT-        1428.66  (meters)          (12/03/02) GPS OBS
 AD9258  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 AD9258
 AD9258  HORZ ORDER  -  FIRST
 AD9258  ELLP ORDER  -  FOURTH    CLASS II
 AD9258
 AD9258.The horizontal coordinates were established by GPS observations
 AD9258.and adjusted by the National Geodetic Survey in July 1997..
 AD9258
 AD9258.The orthometric height was determined by GPS observations and a
 AD9258.high-resolution geoid model.
 AD9258
 AD9258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9258
 AD9258.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9258
 AD9258.The ellipsoidal height was determined by GPS observations
 AD9258.and is referenced to NAD 83.
 AD9258
 AD9258.The geoid height was determined by GEOID03.
 AD9258
 AD9258;                    North         East     Units Scale Factor Converg.
 AD9258;SPC CO S     -   364,431.922   599,534.963   MT  1.00001615   -2 10 28.2
 AD9258;SPC CO S     - 1,195,640.40  1,966,974.29   sFT  1.00001615   -2 10 28.2
 AD9258;UTM  12      - 4,113,314.542   673,602.430   MT  0.99997127   +1 10 51.0
 AD9258
 AD9258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9258!SPC CO S     -   0.99977585  x   1.00001615  =   0.99979200
 AD9258!UTM  12      -   0.99977585  x   0.99997127  =   0.99974713
 AD9258
 AD9258                          SUPERSEDED SURVEY CONTROL
 AD9258
 AD9258  ELLIP H (07/06/97) 1428.67   (m)                       GP(       ) 3 1
 AD9258
 AD9258.Superseded values are not recommended for survey control.
 AD9258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9258.See file dsdata.txt to determine how the superseded data were derived.
 AD9258
 AD9258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG7360213315(NAD 83)
 AD9258_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD9258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9258_STAMPING: POT 11+76.2 GPS 1993
 AD9258_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD9258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9258+STABILITY: SURFACE MOTION
 AD9258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9258+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AD9258
 AD9258  HISTORY     - Date     Condition        Report By
 AD9258  HISTORY     - 1993     MONUMENTED       CODOT
 AD9258
 AD9258                          STATION DESCRIPTION
 AD9258
 AD9258'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1993 (RSC)
 AD9258'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTHWEST OF THE
 AD9258'INTERSECTION OF U.  S.  HIGHWAY 160 AND COLORADO STATE HIGHWAY 41, 8.9
 AD9258'MI (14.3 KM) EAST-SOUTHEAST OF ANETH, UT., AND JUST EAST OF THE
 AD9258'UTAH-COLORADO STATE LINE, AT COLORADO STATE HIGHWAY 41 MILEPOST 9.35,
 AD9258'IN THE NORTHWEST 1/4 OF SEC.  32, T 33 1/2 N, R 20 W.
 AD9258'OWNERSHIP---COLORADO DEPT.  OF TRANSPORTATION RIGHT-OF-WAY  TO REACH
 AD9258'THE STATION FROM THE JUNCTION OF U.  S.  HIGHWAY 160 AND COLORADO
 AD9258'STATE HIGHWAY 41, GO NORTHWEST ON STATE HIGHWAY 41 FOR 9.35 MI (15.05
 AD9258'KM) TO THE STATION ON THE RIGHT, JUST EAST OF THE UTAH-COLORADO STATE
 AD9258'LINE  THE STATION MARK IS A BRASS DISK SET IN THE TOP OF A CONCRETE
 AD9258'POST 6-INCHES IN DIAMETER, PROJECTING 10 IN ABOVE THE GROUND.  IT IS
 AD9258'45.5 M (149.3 FT) WEST OF THE CENTER OF A GATE AND DIRT ROAD GOING
 AD9258'NORTH, 41.4 M (135.8 FT) EAST-SOUTHEAST OF A FENCE CORNER, 30.1 M
 AD9258'(98.8 FT) NORTHEAST OF THE CENTERLINE OF COLORADO HIGHWAY 41 AND A
 AD9258'CATTLE GUARD, 21.6 M (70.9 FT) EAST OF THE STATELINE FENCE, 7.5 M
 AD9258'(24.6 FT) SOUTH-SOUTHWEST OF THE NORTHERN RIGHT-OF-WAY FENCE, 0.6 M
 AD9258'(2.0 FT) EAST OF AN ANGLE IRON PLACED IN THE GROUND, 0.4 M (1.3 FT)
 AD9258'WEST-NORTHWEST OF A WITNESS POST AND ABOUT 2.4 M (7.9 FT) BELOW THE
 AD9258'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1051 ***********************************************************************
 LL1051  DESIGNATION -  C 410
 LL1051  PID         -  LL1051
 LL1051  STATE/COUNTY-  CO/LARIMER
 LL1051  USGS QUAD   -  LOVELAND (1984)
 LL1051
 LL1051                         *CURRENT SURVEY CONTROL
 LL1051  ___________________________________________________________________
 LL1051* NAD 83(1986)-  40 23 14.     (N)    105 04 24.     (W)     SCALED    
 LL1051* NAVD 88     -      1505.060  (meters)    4937.85   (feet)  ADJUSTED  
 LL1051  ___________________________________________________________________
 LL1051  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 LL1051  DYNAMIC HT  -        1503.752 (meters)    4933.56  (feet)  COMP
 LL1051  MODELED GRAV-     979,703.4   (mgal)                       NAVD 88
 LL1051
 LL1051  VERT ORDER  -  FIRST     CLASS II
 LL1051
 LL1051.The horizontal coordinates were scaled from a topographic map and have
 LL1051.an estimated accuracy of +/- 6 seconds.
 LL1051
 LL1051.The orthometric height was determined by differential leveling
 LL1051.and adjusted by the National Geodetic Survey in June 1991..
 LL1051
 LL1051.The geoid height was determined by GEOID03.
 LL1051
 LL1051.The dynamic height is computed by dividing the NAVD 88
 LL1051.geopotential number by the normal gravity value computed on the
 LL1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1051.degrees latitude (g = 980.6199 gals.).
 LL1051
 LL1051.The modeled gravity was interpolated from observed gravity values.
 LL1051
 LL1051;                    North         East    Units  Estimated Accuracy
 LL1051;SPC CO N     -   421,900.      950,630.      MT  (+/- 180 meters Scaled)
 LL1051
 LL1051                          SUPERSEDED SURVEY CONTROL
 LL1051
 LL1051  NGVD 29 (??/??/??) 1504.182  (m)         4934.97   (f) ADJUSTED    1 2
 LL1051
 LL1051.Superseded values are not recommended for survey control.
 LL1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1051.See file dsdata.txt to determine how the superseded data were derived.
 LL1051
 LL1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE937707(NAD 83)
 LL1051_MARKER: I = METAL ROD
 LL1051_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LL1051_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LL1051_STAMPING: C 410 1984
 LL1051_MARK LOGO: NGS   
 LL1051_PROJECTION: FLUSH
 LL1051_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL1051+STABILITY: POSITION/ELEVATION WELL
 LL1051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1051+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2005
 LL1051_ROD/PIPE-DEPTH: 10.4 meters
 LL1051_SLEEVE-DEPTH  : 9.1 meters
 LL1051
 LL1051  HISTORY     - Date     Condition        Report By
 LL1051  HISTORY     - 1984     MONUMENTED       NGS
 LL1051  HISTORY     - 20050811 GOOD             USPSQD
 LL1051
 LL1051                          STATION DESCRIPTION
 LL1051
 LL1051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1051'IN LOVELAND.
 LL1051'IN LOVELAND, AT THE INTERSECTION OF U.S. HIGHWAY 285 (LINCOLN AVENUE)
 LL1051'AND 5TH STREET, 86.6 METERS (284.1 FT) SOUTH OF THE CENTERLINE OF THE
 LL1051'STREET, 24.2 METERS (79.4 FT) NORTHEAST OF THE CENTERLINE OF THE SOUTH
 LL1051'BOUND LANES OF U.S. HIGHWAY 287 (CLEVELAND AVENUE), 21.9 METERS
 LL1051'(71.9 FT) WEST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE
 LL1051'AVENUE, 20.0 METERS (65.6 FT) NORTH OF THE CENTER OF A PAVED ROAD, AND
 LL1051'10.7 METERS (35.1 FT) NORTHWEST OF THE CENTER OF A 2- BY 4-FOOT STORM
 LL1051'DRAIN COVER.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 LL1051'CAP.
 LL1051'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 LL1051'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 LL1051
 LL1051                          STATION RECOVERY (2005)
 LL1051
 LL1051'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 LL1051'FOUND AS DESCRIBED. ORANGE WITNESS POST IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1082 ***********************************************************************
 LL1082  DESIGNATION -  C 411
 LL1082  PID         -  LL1082
 LL1082  STATE/COUNTY-  CO/BOULDER
 LL1082  USGS QUAD   -  LYONS (1978)
 LL1082
 LL1082                         *CURRENT SURVEY CONTROL
 LL1082  ___________________________________________________________________
 LL1082* NAD 83(1992)-  40 07 51.08367(N)    105 15 49.04077(W)     ADJUSTED  
 LL1082* NAVD 88     -      1673.965  (meters)    5492.00   (feet)  ADJUSTED  
 LL1082  ___________________________________________________________________
 LL1082  X           -  -1,285,928.817 (meters)                     COMP
 LL1082  Y           -  -4,712,317.030 (meters)                     COMP
 LL1082  Z           -   4,090,174.236 (meters)                     COMP
 LL1082  LAPLACE CORR-         -21.00  (seconds)                    DEFLEC99
 LL1082  ELLIP HEIGHT-        1658.38  (meters)          (12/03/02) GPS OBS
 LL1082  GEOID HEIGHT-         -15.61  (meters)                     GEOID03
 LL1082  DYNAMIC HT  -        1672.383 (meters)    5486.81  (feet)  COMP
 LL1082  MODELED GRAV-     979,622.5   (mgal)                       NAVD 88
 LL1082
 LL1082  HORZ ORDER  -  FIRST
 LL1082  VERT ORDER  -  FIRST     CLASS II
 LL1082  ELLP ORDER  -  FOURTH    CLASS II
 LL1082
 LL1082.The horizontal coordinates were established by GPS observations
 LL1082.and adjusted by the National Geodetic Survey in February 2000..
 LL1082
 LL1082.The orthometric height was determined by differential leveling
 LL1082.and adjusted by the National Geodetic Survey in June 1991..
 LL1082
 LL1082.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1082
 LL1082.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1082
 LL1082.The ellipsoidal height was determined by GPS observations
 LL1082.and is referenced to NAD 83.
 LL1082
 LL1082.The geoid height was determined by GEOID03.
 LL1082
 LL1082.The dynamic height is computed by dividing the NAVD 88
 LL1082.geopotential number by the normal gravity value computed on the
 LL1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1082.degrees latitude (g = 980.6199 gals.).
 LL1082
 LL1082.The modeled gravity was interpolated from observed gravity values.
 LL1082
 LL1082;                    North         East     Units Scale Factor Converg.
 LL1082;SPC CO N     -   393,376.550   934,547.588   MT  0.99995902   +0 09 09.8
 LL1082;SPC CO N     - 1,290,602.90  3,066,094.88   sFT  0.99995902   +0 09 09.8
 LL1082;UTM  13      - 4,442,314.486   477,540.268   MT  0.99960621   -0 10 11.7
 LL1082
 LL1082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1082!SPC CO N     -   0.99973991  x   0.99995902  =   0.99969894
 LL1082!UTM  13      -   0.99973991  x   0.99960621  =   0.99934622
 LL1082
 LL1082                          SUPERSEDED SURVEY CONTROL
 LL1082
 LL1082  ELLIP H (02/17/00) 1658.35   (m)                       GP(       ) 4 2
 LL1082  NAVD 88 (02/17/00) 1673.96   (m)         5492.0    (f) LEVELING    3  
 LL1082  NGVD 29 (??/??/??) 1673.017  (m)         5488.89   (f) ADJUSTED    1 2
 LL1082
 LL1082.Superseded values are not recommended for survey control.
 LL1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1082.See file dsdata.txt to determine how the superseded data were derived.
 LL1082
 LL1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE7754042314(NAD 83)
 LL1082_MARKER: I = METAL ROD
 LL1082_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1082_SP_SET: SHALLOW SET METAL ROD
 LL1082_STAMPING: C 411 1984
 LL1082_MARK LOGO: NGS   
 LL1082_PROJECTION: FLUSH
 LL1082_MAGNETIC: I = MARKER IS A STEEL ROD
 LL1082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1082+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2006
 LL1082_ROD/PIPE-DEPTH: 2.7  meters
 LL1082
 LL1082  HISTORY     - Date     Condition        Report By
 LL1082  HISTORY     - 1984     MONUMENTED       NGS
 LL1082  HISTORY     - 19990205 GOOD             NGS
 LL1082  HISTORY     - 20010405 GOOD             NGS
 LL1082  HISTORY     - 20060719 GOOD             INDIV
 LL1082
 LL1082                          STATION DESCRIPTION
 LL1082
 LL1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1082'13.2 KM (8.2 MI) NORTH FROM BOULDER.
 LL1082'11.6 KM (7.2 MI) NORTHERLY ALONG U.S. HIGHWAY 36 FROM ITS NORTH
 LL1082'JUNCTION WITH STATE HIGHWAY 119 IN BOULDER, THENCE 1.6 KM (1.0 MI)
 LL1082'EASTERLY ALONG PLATEAU ROAD (COUNTY ROAD 94), 10.1 METERS (33.1 FT)
 LL1082'NORTH OF THE CENTER OF THE ROAD, 9.4 METERS (30.8 FT) WEST OF THE
 LL1082'CENTER OF NORTH 39TH STREET, AND 2.9 METERS (9.5 FT) NORTH OF A FENCE
 LL1082'CORNER.  NOTE--REFUSAL WAS REACHED A 9.0 FT.  ACCESS TO THE DATUM
 LL1082'POINT IS THROUGH A 5-INCH LOGO CAP.
 LL1082'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 LL1082'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 LL1082
 LL1082                          STATION RECOVERY (1999)
 LL1082
 LL1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 LL1082'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) WEST-SOUTHWEST OF
 LL1082'LONGMONT, 8 MI (12.9 KM) NORTH OF BOULDER AND 6.7 MI (10.8 KM) SOUTH
 LL1082'OF LYONS, IN THE SOUTHEAST 1/4 OF SECTION 18, T 2 N, R 70 W.
 LL1082'OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY
 LL1082'TO REACH THE STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY 36 AND
 LL1082'STATE HIGHWAY 7 IN NORTH BOULDER, GO NORTH ON U.  S.  HIGHWAY 36 FOR
 LL1082'7.2 MI (11.6 KM) TO A SIDE ROAD RIGHT, PLATEAU ROAD.  TURN RIGHT,
 LL1082'EAST, FOR 1.0 MI (1.6 KM) TO THE INTERSECTION OF NORTH 39TH STREET AND
 LL1082'THE STATION ON THE LEFT IN THE NORTHWEST CORNER OF THE INTERSECTION
 LL1082'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 2.7 M (8.9 FT) LONG
 LL1082'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCLOSED IN A 5-INCH PVC PIPE
 LL1082'WITH LOGO LID, SURROUNDED BY A CONCRETE COLLAR RECESSED 3 CM BELOW THE
 LL1082'GROUND.  IT IS 9.3 M (30.5 FT) NORTH FROM THE CENTER OF PLATEAU ROAD,
 LL1082'9.3 M (30.5 FT) WEST FROM THE CENTER OF NORTH 39TH STREET, 3.1 M (10.2
 LL1082'FT) NORTH FROM A POWER POLE, 2.1 M (6.9 FT) NORTH FROM A FENCE CORNER,
 LL1082'0.15 M (0.49 FT) EAST FROM A WITNESS POST AND ABOUT THE SAME LEVEL AS
 LL1082'THE ROAD.
 LL1082
 LL1082                          STATION RECOVERY (2001)
 LL1082
 LL1082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 LL1082'RECOVERED IN GOOD CONDITION.
 LL1082
 LL1082                          STATION RECOVERY (2006)
 LL1082
 LL1082'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (CWD)
 LL1082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1460 ***********************************************************************
 KK1460  DESIGNATION -  C 412
 KK1460  PID         -  KK1460
 KK1460  STATE/COUNTY-  CO/JEFFERSON
 KK1460  USGS QUAD   -  FORT LOGAN (1994)
 KK1460
 KK1460                         *CURRENT SURVEY CONTROL
 KK1460  ___________________________________________________________________
 KK1460* NAD 83(1986)-  39 43 56.     (N)    105 06 36.     (W)     SCALED    
 KK1460* NAVD 88     -      1683.432  (meters)    5523.06   (feet)  ADJUSTED  
 KK1460  ___________________________________________________________________
 KK1460  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 KK1460  DYNAMIC HT  -        1681.781 (meters)    5517.64  (feet)  COMP
 KK1460  MODELED GRAV-     979,587.1   (mgal)                       NAVD 88
 KK1460
 KK1460  VERT ORDER  -  FIRST     CLASS II
 KK1460
 KK1460.The horizontal coordinates were scaled from a topographic map and have
 KK1460.an estimated accuracy of +/- 6 seconds.
 KK1460
 KK1460.The orthometric height was determined by differential leveling
 KK1460.and adjusted by the National Geodetic Survey in June 1991..
 KK1460
 KK1460.The geoid height was determined by GEOID03.
 KK1460
 KK1460.The dynamic height is computed by dividing the NAVD 88
 KK1460.geopotential number by the normal gravity value computed on the
 KK1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1460.degrees latitude (g = 980.6199 gals.).
 KK1460
 KK1460.The modeled gravity was interpolated from observed gravity values.
 KK1460
 KK1460;                    North         East    Units  Estimated Accuracy
 KK1460;SPC CO C     -   515,670.      947,840.      MT  (+/- 180 meters Scaled)
 KK1460
 KK1460                          SUPERSEDED SURVEY CONTROL
 KK1460
 KK1460  NGVD 29 (??/??/??) 1682.493  (m)         5519.98   (f) ADJUSTED    1 2
 KK1460
 KK1460.Superseded values are not recommended for survey control.
 KK1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1460.See file dsdata.txt to determine how the superseded data were derived.
 KK1460
 KK1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD905980(NAD 83)
 KK1460_MARKER: I = METAL ROD
 KK1460_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1460_SP_SET: STAINLESS STEEL ROD
 KK1460_STAMPING: C 412 1984
 KK1460_MARK LOGO: NGS   
 KK1460_PROJECTION: FLUSH
 KK1460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1460_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK1460+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2000
 KK1460_ROD/PIPE-DEPTH: 4.0  meters
 KK1460
 KK1460  HISTORY     - Date     Condition        Report By
 KK1460  HISTORY     - 1984     MONUMENTED       NGS
 KK1460  HISTORY     - 20000629 GOOD             CO1435
 KK1460
 KK1460                          STATION DESCRIPTION
 KK1460
 KK1460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1460'IN LAKEWOOD.
 KK1460'IN LAKEWOOD, AT THE INTERSECTION OF KIPLING STREET AND WEST 10TH
 KK1460'AVENUE, 71.6 METERS (234.9 FT) SOUTH OF THE EXTENDED CENTER OF THE
 KK1460'AVENUE, 8.8 METERS (28.9 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND
 KK1460'LANES OF THE STREET, 2.8 METERS (1.6 FT) EAST OF A CHIN LINK FENCE,
 KK1460'AND 0.5 METER (1.6 FT) NORTH OF THE NORTH 1 OF 2 POLES OF A DOUBLE
 KK1460'UTILITY POLE (NUMBER 1044) WHICH IS OF THE SOUTH 1 OF 2 POWER LINES.
 KK1460'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1460'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 KK1460'THE MARK IS 1.5 M ABOVE THE STREET.
 KK1460
 KK1460                          STATION RECOVERY (2000)
 KK1460
 KK1460'RECOVERY NOTE BY CITY OF LAKEWOOD COLORADO 2000 (KM)
 KK1460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1423 ***********************************************************************
 KK1423  DESIGNATION -  C 413
 KK1423  PID         -  KK1423
 KK1423  STATE/COUNTY-  CO/BOULDER
 KK1423  USGS QUAD   -  LAFAYETTE (1994)
 KK1423
 KK1423                         *CURRENT SURVEY CONTROL
 KK1423  ___________________________________________________________________
 KK1423* NAD 83(1986)-  39 55 12.     (N)    105 04 39.     (W)     SCALED    
 KK1423* NAVD 88     -      1634.620  (meters)    5362.92   (feet)  ADJUSTED  
 KK1423  ___________________________________________________________________
 KK1423  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 KK1423  DYNAMIC HT  -        1633.057 (meters)    5357.79  (feet)  COMP
 KK1423  MODELED GRAV-     979,612.9   (mgal)                       NAVD 88
 KK1423
 KK1423  VERT ORDER  -  FIRST     CLASS II
 KK1423
 KK1423.The horizontal coordinates were scaled from a topographic map and have
 KK1423.an estimated accuracy of +/- 6 seconds.
 KK1423
 KK1423.The orthometric height was determined by differential leveling
 KK1423.and adjusted by the National Geodetic Survey in June 1991..
 KK1423
 KK1423.The geoid height was determined by GEOID03.
 KK1423
 KK1423.The dynamic height is computed by dividing the NAVD 88
 KK1423.geopotential number by the normal gravity value computed on the
 KK1423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1423.degrees latitude (g = 980.6199 gals.).
 KK1423
 KK1423.The modeled gravity was interpolated from observed gravity values.
 KK1423
 KK1423;                    North         East    Units  Estimated Accuracy
 KK1423;SPC CO N     -   370,020.      950,520.      MT  (+/- 180 meters Scaled)
 KK1423
 KK1423                          SUPERSEDED SURVEY CONTROL
 KK1423
 KK1423  NGVD 29 (??/??/??) 1633.688  (m)         5359.86   (f) ADJUSTED    1 2
 KK1423
 KK1423.Superseded values are not recommended for survey control.
 KK1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1423.See file dsdata.txt to determine how the superseded data were derived.
 KK1423
 KK1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE933188(NAD 83)
 KK1423_MARKER: I = METAL ROD
 KK1423_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1423_SP_SET: STAINLESS STEEL ROD
 KK1423_STAMPING: C 413 1984
 KK1423_MARK LOGO: NGS   
 KK1423_PROJECTION: FLUSH
 KK1423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1423_ROD/PIPE-DEPTH: 11.0 meters
 KK1423
 KK1423  HISTORY     - Date     Condition        Report By
 KK1423  HISTORY     - 1984     MONUMENTED       NGS
 KK1423
 KK1423                          STATION DESCRIPTION
 KK1423
 KK1423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1423'IN BROOMFIELD.
 KK1423'IN BROOMFIELD, AT THE INTERSECTION OF EMERALD STREET AND WEST ELMHURST
 KK1423'PLACE, IN THE SOUTHEAST CORNER OF THE EMERALD ELEMENTARY SCHOOL LAWN,
 KK1423'10.8 METERS (35.4 FT) WEST OF THE CENTER OF THE STREET, 9.0 METERS
 KK1423'(29.5 FT) NORTH OF THE CENTER OF WEST ELMHURST PLACE, 1.7 METERS
 KK1423'(5.6 FT) NORTH OF THE NORTH EDGE OF A SIDEWALK, 0.4 METER (1.3 FT)
 KK1423'WEST OF A FENCE CORNER, AND 0.3 METER (1.0 FT) SOUTH OF A FENCE.
 KK1423'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1423'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1147 ***********************************************************************
 LL1147  DESIGNATION -  C 414
 LL1147  PID         -  LL1147
 LL1147  STATE/COUNTY-  CO/WELD
 LL1147  USGS QUAD   -  GREELEY (1980)
 LL1147
 LL1147                         *CURRENT SURVEY CONTROL
 LL1147  ___________________________________________________________________
 LL1147* NAD 83(1986)-  40 23 38.     (N)    104 38 24.     (W)     SCALED    
 LL1147* NAVD 88     -      1409.132  (meters)    4623.13   (feet)  ADJUSTED  
 LL1147  ___________________________________________________________________
 LL1147  GEOID HEIGHT-         -18.40  (meters)                     GEOID03
 LL1147  DYNAMIC HT  -        1407.931 (meters)    4619.19  (feet)  COMP
 LL1147  MODELED GRAV-     979,724.1   (mgal)                       NAVD 88
 LL1147
 LL1147  VERT ORDER  -  FIRST     CLASS II
 LL1147
 LL1147.The horizontal coordinates were scaled from a topographic map and have
 LL1147.an estimated accuracy of +/- 6 seconds.
 LL1147
 LL1147.The orthometric height was determined by differential leveling
 LL1147.and adjusted by the National Geodetic Survey in June 1991..
 LL1147
 LL1147.The geoid height was determined by GEOID03.
 LL1147
 LL1147.The dynamic height is computed by dividing the NAVD 88
 LL1147.geopotential number by the normal gravity value computed on the
 LL1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1147.degrees latitude (g = 980.6199 gals.).
 LL1147
 LL1147.The modeled gravity was interpolated from observed gravity values.
 LL1147
 LL1147;                    North         East    Units  Estimated Accuracy
 LL1147;SPC CO N     -   422,910.      987,410.      MT  (+/- 180 meters Scaled)
 LL1147
 LL1147                          SUPERSEDED SURVEY CONTROL
 LL1147
 LL1147.No superseded survey control is available for this station.
 LL1147
 LL1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE305715(NAD 83)
 LL1147_MARKER: I = METAL ROD
 LL1147_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1147_SP_SET: STAINLESS STEEL ROD
 LL1147_STAMPING: C 414 1984
 LL1147_MARK LOGO: NGS   
 LL1147_PROJECTION: FLUSH
 LL1147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1147_ROD/PIPE-DEPTH: 11.0 meters
 LL1147
 LL1147  HISTORY     - Date     Condition        Report By
 LL1147  HISTORY     - 1984     MONUMENTED       NGS
 LL1147
 LL1147                          STATION DESCRIPTION
 LL1147
 LL1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1147'3.4 KM (2.1 MI) EAST FROM GREELEY.
 LL1147'3.4 KM (2.1 MI) EASTERLY ALONG U.S. HIGHWAY 34 FROM ITS JUNCTION
 LL1147'WITH U.S. HIGHWAY 85 IN GREELEY, 38.7 M (127.0 FT) SOUTH OF THE
 LL1147'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 13.7 M (44.9 FT)
 LL1147'WEST OF THE CENTER OF COUNTY OF COUNTY ROAD 45, 6.0 M (19.7 FT) SOUTH
 LL1147'OF A FENCE CORNER, AND 2.4 M (7.9 FT) WEST OF A UTILITY POLE.
 LL1147'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LL1147'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 LL1147'THE MARK IS 6.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0401 ***********************************************************************
 LN0401  DESIGNATION -  C 415
 LN0401  PID         -  LN0401
 LN0401  STATE/COUNTY-  CO/RIO BLANCO
 LN0401  USGS QUAD   -  MELLEN HILL (1962)
 LN0401
 LN0401                         *CURRENT SURVEY CONTROL
 LN0401  ___________________________________________________________________
 LN0401* NAD 83(1986)-  40 09 54.     (N)    108 59 49.     (W)     SCALED    
 LN0401* NAVD 88     -      1714.452  (meters)    5624.83   (feet)  ADJUSTED  
 LN0401  ___________________________________________________________________
 LN0401  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 LN0401  DYNAMIC HT  -        1712.887 (meters)    5619.70  (feet)  COMP
 LN0401  MODELED GRAV-     979,651.8   (mgal)                       NAVD 88
 LN0401
 LN0401  VERT ORDER  -  FIRST     CLASS II
 LN0401
 LN0401.The horizontal coordinates were scaled from a topographic map and have
 LN0401.an estimated accuracy of +/- 6 seconds.
 LN0401
 LN0401.The orthometric height was determined by differential leveling
 LN0401.and adjusted by the National Geodetic Survey in June 1991..
 LN0401
 LN0401.The geoid height was determined by GEOID03.
 LN0401
 LN0401.The dynamic height is computed by dividing the NAVD 88
 LN0401.geopotential number by the normal gravity value computed on the
 LN0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0401.degrees latitude (g = 980.6199 gals.).
 LN0401
 LN0401.The modeled gravity was interpolated from observed gravity values.
 LN0401
 LN0401;                    North         East    Units  Estimated Accuracy
 LN0401;SPC CO N     -   403,010.      616,590.      MT  (+/- 180 meters Scaled)
 LN0401
 LN0401                          SUPERSEDED SURVEY CONTROL
 LN0401
 LN0401.No superseded survey control is available for this station.
 LN0401
 LN0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK705479(NAD 83)
 LN0401_MARKER: DB = BENCH MARK DISK
 LN0401_SETTING: 66 = SET IN ROCK OUTCROP
 LN0401_SP_SET: ROCK OUTCROP
 LN0401_STAMPING: C 415 1984
 LN0401_MARK LOGO: NGS   
 LN0401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0401
 LN0401  HISTORY     - Date     Condition        Report By
 LN0401  HISTORY     - 1984     MONUMENTED       NGS
 LN0401
 LN0401                          STATION DESCRIPTION
 LN0401
 LN0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0401'19.8 KM (12.3 MI) NW FROM RANGELY.
 LN0401'19.8 KM (12.3 MI) NORTHWESTERLY ALONG STATE HIGHWAY 64 FROM THE POST
 LN0401'OFFICE IN RANGELY, 0.3 KM (0.2 MI) SOUTHEAST OF A HIGHWAY BRIDGE OVER
 LN0401'A RAILROAD TRACK, NEAR THE CENTER OF A 4 BY 6 FOOT EXPOSED AREA OF
 LN0401'OUTCROPPING BEDROCK, 0.7 KM (0.45 MI) SOUTHEAST OF THE INTERSECTION OF
 LN0401'PAVED ROAD LEADING SOUTH-SOUTHWEST TO BONANZA, 40.8 M (133.9 FT)
 LN0401'NORTHWEST OF THE CENTER OF A TRACK ROAD, AND 33.8 M (110.9 FT)
 LN0401'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 LN0401'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 LN0401'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0232 ***********************************************************************
 KM0232  DESIGNATION -  C 416
 KM0232  PID         -  KM0232
 KM0232  STATE/COUNTY-  CO/MESA
 KM0232  USGS QUAD   -  FRUITA (1973)
 KM0232
 KM0232                         *CURRENT SURVEY CONTROL
 KM0232  ___________________________________________________________________
 KM0232* NAD 83(1986)-  39 09 22.     (N)    108 44 02.     (W)     SCALED    
 KM0232* NAVD 88     -      1372.152  (meters)    4501.80   (feet)  ADJUSTED  
 KM0232  ___________________________________________________________________
 KM0232  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 KM0232  DYNAMIC HT  -        1370.853 (meters)    4497.54  (feet)  COMP
 KM0232  MODELED GRAV-     979,633.6   (mgal)                       NAVD 88
 KM0232
 KM0232  VERT ORDER  -  FIRST     CLASS II
 KM0232
 KM0232.The horizontal coordinates were scaled from a topographic map and have
 KM0232.an estimated accuracy of +/- 6 seconds.
 KM0232
 KM0232.The orthometric height was determined by differential leveling
 KM0232.and adjusted by the National Geodetic Survey in June 1991..
 KM0232
 KM0232.The geoid height was determined by GEOID03.
 KM0232
 KM0232.The dynamic height is computed by dividing the NAVD 88
 KM0232.geopotential number by the normal gravity value computed on the
 KM0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0232.degrees latitude (g = 980.6199 gals.).
 KM0232
 KM0232.The modeled gravity was interpolated from observed gravity values.
 KM0232
 KM0232;                    North         East    Units  Estimated Accuracy
 KM0232;SPC CO C     -   456,610.      634,960.      MT  (+/- 180 meters Scaled)
 KM0232
 KM0232                          SUPERSEDED SURVEY CONTROL
 KM0232
 KM0232.No superseded survey control is available for this station.
 KM0232
 KM0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ958365(NAD 83)
 KM0232_MARKER: I = METAL ROD
 KM0232_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KM0232_SP_SET: STAINLESS STEEL ROD
 KM0232_STAMPING: C 416 1984
 KM0232_MARK LOGO: NGS   
 KM0232_PROJECTION: FLUSH
 KM0232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0232+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2003
 KM0232_ROD/PIPE-DEPTH: 12.2 meters
 KM0232
 KM0232  HISTORY     - Date     Condition        Report By
 KM0232  HISTORY     - 1984     MONUMENTED       NGS
 KM0232  HISTORY     - 20030628 GOOD             USPSQD
 KM0232
 KM0232                          STATION DESCRIPTION
 KM0232
 KM0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0232'IN FRUITA.
 KM0232'IN FRUITA, AT THE INTERSECTION OF U.S. HIGHWAY 50 AND SOUTH MESA,
 KM0232'14.1 M (46.3 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6.8 M
 KM0232'(22.3 FT) WEST OF THE CENTER OF SOUTH MESA, AND 0.7 M (2.3 FT)
 KM0232'NORTHEAST OF A STREET LIGHT POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 KM0232'THROUGH A 5-INCH LOGO CAP.
 KM0232'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 KM0232'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 KM0232
 KM0232                          STATION RECOVERY (2003)
 KM0232
 KM0232'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 KM0232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0625 ***********************************************************************
 JL0625  DESIGNATION -  C 417
 JL0625  PID         -  JL0625
 JL0625  STATE/COUNTY-  CO/OURAY
 JL0625  USGS QUAD   -  DALLAS (1982)
 JL0625
 JL0625                         *CURRENT SURVEY CONTROL
 JL0625  ___________________________________________________________________
 JL0625* NAD 83(1986)-  38 13 24.     (N)    107 43 34.     (W)     SCALED    
 JL0625* NAVD 88     -      2112.389  (meters)    6930.40   (feet)  ADJUSTED  
 JL0625  ___________________________________________________________________
 JL0625  GEOID HEIGHT-         -15.82  (meters)                     GEOID03
 JL0625  DYNAMIC HT  -        2109.817 (meters)    6921.96  (feet)  COMP
 JL0625  MODELED GRAV-     979,336.4   (mgal)                       NAVD 88
 JL0625
 JL0625  VERT ORDER  -  FIRST     CLASS II
 JL0625
 JL0625.The horizontal coordinates were scaled from a topographic map and have
 JL0625.an estimated accuracy of +/- 6 seconds.
 JL0625
 JL0625.The orthometric height was determined by differential leveling
 JL0625.and adjusted by the National Geodetic Survey in June 1991..
 JL0625
 JL0625.The geoid height was determined by GEOID03.
 JL0625
 JL0625.The dynamic height is computed by dividing the NAVD 88
 JL0625.geopotential number by the normal gravity value computed on the
 JL0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0625.degrees latitude (g = 980.6199 gals.).
 JL0625
 JL0625.The modeled gravity was interpolated from observed gravity values.
 JL0625
 JL0625;                    North         East    Units  Estimated Accuracy
 JL0625;SPC CO S     -   479,890.      719,500.      MT  (+/- 180 meters Scaled)
 JL0625
 JL0625                          SUPERSEDED SURVEY CONTROL
 JL0625
 JL0625.No superseded survey control is available for this station.
 JL0625
 JL0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC613341(NAD 83)
 JL0625_MARKER: I = METAL ROD
 JL0625_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JL0625_SP_SET: STAINLESS STEEL ROD
 JL0625_STAMPING: C 417 1984
 JL0625_MARK LOGO: NGS   
 JL0625_PROJECTION: FLUSH
 JL0625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0625_ROD/PIPE-DEPTH: 8.0  meters
 JL0625
 JL0625  HISTORY     - Date     Condition        Report By
 JL0625  HISTORY     - 1984     MONUMENTED       NGS
 JL0625  HISTORY     - 19910627 GOOD             USPSQD
 JL0625
 JL0625                          STATION DESCRIPTION
 JL0625
 JL0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0625'26.0 KM (16.15 MI) NORT FROM OURAY.
 JL0625'26.0 KM (16.15 MI) NORTHERLY ALONG U.S. HIGHWAY 550 FROM THE POST
 JL0625'OFFICE IN OURAY, 0.6 KM (0.35 MI) NORTHEAST OF MILEPOST 109, 24.0 M
 JL0625'(78.7 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 17.6 M (57.7 FT)
 JL0625'NORTH-NORTHEAST OF THE CENTER OF COUNTY ROAD 8 AND A CATTLE GUARD, 8.3
 JL0625'M (27.2 FT) NORTH-NORTHEAST OF THE CENTER OF A PRIVATE DRIVEWAY AND A
 JL0625'CATTLE GUARD, AND 2.8 M (9.2 FT) SOUTH-SOUTHWEST OF A FENCE CORNER.
 JL0625'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JL0625'THE MARK IS 1.0 METERS  NW FROM  A WITNESS POST AND FENCE
 JL0625'THE MARK IS 1.3 M BELOW THE HIGHWAY.
 JL0625
 JL0625                          STATION RECOVERY (1991)
 JL0625
 JL0625'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 JL0625'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0368 ***********************************************************************
 LK0368  DESIGNATION -  C 418
 LK0368  PID         -  LK0368
 LK0368  STATE/COUNTY-  CO/MORGAN
 LK0368  USGS QUAD   -  VALLERY (1984)
 LK0368
 LK0368                         *CURRENT SURVEY CONTROL
 LK0368  ___________________________________________________________________
 LK0368* NAD 83(1992)-  40 14 45.44445(N)    103 53 37.15099(W)     ADJUSTED  
 LK0368* NAVD 88     -      1341.847  (meters)    4402.38   (feet)  ADJUSTED  
 LK0368  ___________________________________________________________________
 LK0368  X           -  -1,170,855.794 (meters)                     COMP
 LK0368  Y           -  -4,733,457.249 (meters)                     COMP
 LK0368  Z           -   4,099,723.104 (meters)                     COMP
 LK0368  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 LK0368  ELLIP HEIGHT-        1322.41  (meters)          (12/03/02) GPS OBS
 LK0368  GEOID HEIGHT-         -19.41  (meters)                     GEOID03
 LK0368  DYNAMIC HT  -        1340.758 (meters)    4398.80  (feet)  COMP
 LK0368  MODELED GRAV-     979,767.1   (mgal)                       NAVD 88
 LK0368
 LK0368  HORZ ORDER  -  FIRST
 LK0368  VERT ORDER  -  FIRST     CLASS II
 LK0368  ELLP ORDER  -  FOURTH    CLASS II
 LK0368
 LK0368.The horizontal coordinates were established by GPS observations
 LK0368.and adjusted by the National Geodetic Survey in August 1998..
 LK0368
 LK0368.The orthometric height was determined by differential leveling
 LK0368.and adjusted by the National Geodetic Survey in June 1991..
 LK0368
 LK0368.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0368
 LK0368.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0368
 LK0368.The ellipsoidal height was determined by GPS observations
 LK0368.and is referenced to NAD 83.
 LK0368
 LK0368.The geoid height was determined by GEOID03.
 LK0368
 LK0368.The dynamic height is computed by dividing the NAVD 88
 LK0368.geopotential number by the normal gravity value computed on the
 LK0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0368.degrees latitude (g = 980.6199 gals.).
 LK0368
 LK0368.The modeled gravity was interpolated from observed gravity values.
 LK0368
 LK0368;                    North         East     Units Scale Factor Converg.
 LK0368;SPC CO N     -   407,367.567 1,051,067.195   MT  0.99995685   +1 02 16.5
 LK0368;SPC CO N     - 1,336,505.09  3,448,376.29   sFT  0.99995685   +1 02 16.5
 LK0368;UTM  13      - 4,455,643.589   594,098.721   MT  0.99970900   +0 42 53.4
 LK0368
 LK0368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0368!SPC CO N     -   0.99979259  x   0.99995685  =   0.99974945
 LK0368!UTM  13      -   0.99979259  x   0.99970900  =   0.99950165
 LK0368
 LK0368                          SUPERSEDED SURVEY CONTROL
 LK0368
 LK0368  ELLIP H (08/11/98) 1322.45   (m)                       GP(       ) 4 1
 LK0368  NAVD 88 (08/11/98) 1341.85   (m)         4402.4    (f) LEVELING    3  
 LK0368
 LK0368.Superseded values are not recommended for survey control.
 LK0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0368.See file dsdata.txt to determine how the superseded data were derived.
 LK0368
 LK0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE9409955644(NAD 83)
 LK0368_MARKER: I = METAL ROD
 LK0368_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0368_SP_SET: STAINLESS STEEL ROD
 LK0368_STAMPING: C 418 1984
 LK0368_MARK LOGO: NGS   
 LK0368_PROJECTION: FLUSH
 LK0368_MAGNETIC: I = MARKER IS A STEEL ROD
 LK0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0368+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1997
 LK0368_ROD/PIPE-DEPTH: 17.1 meters
 LK0368
 LK0368  HISTORY     - Date     Condition        Report By
 LK0368  HISTORY     - 1984     MONUMENTED       NGS
 LK0368  HISTORY     - 19970428 GOOD             NGS
 LK0368
 LK0368                          STATION DESCRIPTION
 LK0368
 LK0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LK0368'8.8 KM (5.45 MI) WEST FROM FORT MORGAN.
 LK0368'8.8 KM (5.45 MI) WESTERLY ALONG INTERSTATE HIGHWAY 76 FROM ITS
 LK0368'JUNCTION WITH STATE HIGHWAY 52 IN FORT MORGAN, 36.3 M (119.1 FT)
 LK0368'SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY,
 LK0368'10.2 M (33.5 FT) SOUTHEAST OF THE CENTERLINE OF A FRONTAGE ROAD, AND
 LK0368'1.2 M (3.9 FT) NORTHEAST OF A UTILITY POLE WITH TWO GUY WIRES.
 LK0368'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LK0368'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 LK0368'THE MARK IS 0.6 M BELOW THE ROAD.
 LK0368
 LK0368                          STATION RECOVERY (1997)
 LK0368
 LK0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 LK0368'THE STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) EAST-NORTHEAST FROM
 LK0368'WIGGINS, 9.0 MI (14.5 KM) SOUTH-SOUTHEAST FROM WELDONA AND 4.8 MI (7.7
 LK0368'KM) WEST-SOUTHWEST FROM FORT MORGAN, IN THE NORTHEAST 1/4 OF SECTION
 LK0368'8, T 3 N, R 58 W, AT INTERSTATE 76 MILEPOST 74.75. OWNERSHIP--COLORADO
 LK0368'DEPT.  OF TRANSPORTATION RIGHT-OF-WAY  TO REACH THE STATION FROM THE
 LK0368'INTERSECTION OF I-76 AND U.  S. HIGHWAY 34, EXIT 75B, GO EAST ON U.
 LK0368'S.  HIGHWAY 34 FOR 0.1 MI (0.2 KM) TO A SIDE ROAD RIGHT.  TURN RIGHT,
 LK0368'SOUTH THAN SOUTHWEST ALONG THE FRONTAGE ROAD FOR 0.65 MI (1.05 KM) TO
 LK0368'THE INTERSECTION OF COUNTY ROAD 14 GOING SOUTH.  CONTINUE SOUTH, THAN
 LK0368'SOUTHWEST ALONG THE FRONTAGE ROAD FOR 0.45 MI (0.72 KM) TO THE STATION
 LK0368'ON THE LEFT, ABOUT 0.2 MI (0.3 KM) EAST OF THE WEIGH STATION ON
 LK0368'INTERSTATE 76  THE MARK IS A PUNCH MARK TOP CENTER ON A STAINLESS
 LK0368'STEEL ROD DRIVEN 17.1 M (56.1 FT) TO REFUSAL, ENCLOSED IN A 5-INCH PVC
 LK0368'PIPE WITH LOGO LID SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE
 LK0368'GROUND.  IT IS 36.3 M (119.1 FT) SOUTHEAST FROM THE CENTER LINE OF THE
 LK0368'EAST BOUND LANES OF THE INTERSTATE, 19.1 M (62.7 FT) SOUTHWEST FROM
 LK0368'THE CNETER OF A GATE TO A FIELD ROAD, 10.2 M (33.5 FT) SOUTHEAST FROM
 LK0368'THE CENTER LINE OF THE FRONTAGE ROAD, 3.5 M (11.5 FT) SOUTHWEST FROM
 LK0368'THE TOP CENTER OF A TELEPHONE RISER BOX NUMBER 13622, 1.2 M (3.9 FT)
 LK0368'NORTHEAST OF A POWER POLE WITH 2 GUY WIRES, 0.3 M (1.0 FT) NORTH FROM
 LK0368'A WITNESS POST AND FENCE AND ABOUT 0.6 M (2.0 FT) BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0405 ***********************************************************************
 LK0405  DESIGNATION -  C 419
 LK0405  PID         -  LK0405
 LK0405  STATE/COUNTY-  CO/LOGAN
 LK0405  USGS QUAD   -  STERLING SOUTH (1951)
 LK0405
 LK0405                         *CURRENT SURVEY CONTROL
 LK0405  ___________________________________________________________________
 LK0405* NAD 83(1986)-  40 34 53.     (N)    103 14 09.     (W)     SCALED    
 LK0405* NAVD 88     -      1209.722  (meters)    3968.90   (feet)  ADJUSTED  
 LK0405  ___________________________________________________________________
 LK0405  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 LK0405  DYNAMIC HT  -        1208.832 (meters)    3965.98  (feet)  COMP
 LK0405  MODELED GRAV-     979,847.7   (mgal)                       NAVD 88
 LK0405
 LK0405  VERT ORDER  -  FIRST     CLASS II
 LK0405
 LK0405.The horizontal coordinates were scaled from a topographic map and have
 LK0405.an estimated accuracy of +/- 6 seconds.
 LK0405
 LK0405.The orthometric height was determined by differential leveling
 LK0405.and adjusted by the National Geodetic Survey in June 1991..
 LK0405
 LK0405.The geoid height was determined by GEOID03.
 LK0405
 LK0405.The dynamic height is computed by dividing the NAVD 88
 LK0405.geopotential number by the normal gravity value computed on the
 LK0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0405.degrees latitude (g = 980.6199 gals.).
 LK0405
 LK0405.The modeled gravity was interpolated from observed gravity values.
 LK0405
 LK0405;                    North         East    Units  Estimated Accuracy
 LK0405;SPC CO N     -   445,820.    1,106,070.      MT  (+/- 180 meters Scaled)
 LK0405
 LK0405                          SUPERSEDED SURVEY CONTROL
 LK0405
 LK0405.No superseded survey control is available for this station.
 LK0405
 LK0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE493937(NAD 83)
 LK0405_MARKER: I = METAL ROD
 LK0405_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0405_SP_SET: STAINLESS STEEL ROD
 LK0405_STAMPING: C 419 1984
 LK0405_MARK LOGO: NGS   
 LK0405_PROJECTION: FLUSH
 LK0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0405_ROD/PIPE-DEPTH: 22.0 meters
 LK0405
 LK0405  HISTORY     - Date     Condition        Report By
 LK0405  HISTORY     - 1984     MONUMENTED       NGS
 LK0405
 LK0405                          STATION DESCRIPTION
 LK0405
 LK0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LK0405'4.3 KM (2.7 MI) SW FROM STERLING.
 LK0405'4.3 KM (2.7 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION
 LK0405'WITH FRONT STREET IN STERLING, 0.2 KM (0.1 MI) NORTHEAST OF MILEPOST
 LK0405'401, 39.4 M (129.3 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST
 LK0405'BOUND LANES OF THE HIGHWAY, 32.3 M (106.0 FT) NORTHEAST OF THE CENTER
 LK0405'OF COUNTY ROAD 22, 14.6 M (47.9 FT) SOUTHEAST OF THE NEAR RAIL, AND
 LK0405'2.2 M (7.2 FT) SOUTH-SOUTHEAST OF A UTILITY POLE.  NOTE--ACCESS TO
 LK0405'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LK0405'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 LK0405'THE MARK IS 0.9 M BELOW THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0094 ***********************************************************************
 HM0094  DESIGNATION -  C 42
 HM0094  PID         -  HM0094
 HM0094  STATE/COUNTY-  CO/MONTEZUMA
 HM0094  USGS QUAD   -  MUD CREEK (1979)
 HM0094
 HM0094                         *CURRENT SURVEY CONTROL
 HM0094  ___________________________________________________________________
 HM0094* NAD 83(1986)-  37 18 50.     (N)    108 39 48.     (W)     SCALED    
 HM0094* NAVD 88     -      1763.571  (meters)    5785.98   (feet)  POSTED    
 HM0094  ___________________________________________________________________
 HM0094  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 HM0094  DYNAMIC HT  -        1761.460 (meters)    5779.06  (feet)  COMP
 HM0094  MODELED GRAV-     979,370.2   (mgal)                       NAVD 88
 HM0094
 HM0094  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HM0094
 HM0094.The horizontal coordinates were scaled from a topographic map and have
 HM0094.an estimated accuracy of +/- 6 seconds.
 HM0094
 HM0094.The orthometric height was determined by differential leveling
 HM0094.and adjusted by the National Geodetic Survey in 1992..
 HM0094.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HM0094.rate of 0.0 thru 1.0 mm/km.
 HM0094
 HM0094.The geoid height was determined by GEOID03.
 HM0094
 HM0094.The dynamic height is computed by dividing the NAVD 88
 HM0094.geopotential number by the normal gravity value computed on the
 HM0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0094.degrees latitude (g = 980.6199 gals.).
 HM0094
 HM0094.The modeled gravity was interpolated from observed gravity values.
 HM0094
 HM0094;                    North         East    Units  Estimated Accuracy
 HM0094;SPC CO S     -   381,380.      634,050.      MT  (+/- 180 meters Scaled)
 HM0094
 HM0094                          SUPERSEDED SURVEY CONTROL
 HM0094
 HM0094  NGVD 29 (??/??/92) 1762.513  (m)         5782.51   (f) ADJ UNCH    1 2
 HM0094
 HM0094.Superseded values are not recommended for survey control.
 HM0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0094.See file dsdata.txt to determine how the superseded data were derived.
 HM0094
 HM0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG070322(NAD 83)
 HM0094_MARKER: DB = BENCH MARK DISK
 HM0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0094_STAMPING: C 42 1934
 HM0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0094+STABILITY: SURFACE MOTION
 HM0094
 HM0094  HISTORY     - Date     Condition        Report By
 HM0094  HISTORY     - 1934     MONUMENTED       CGS
 HM0094  HISTORY     - 1975     MARK NOT FOUND   USGS
 HM0094
 HM0094                          STATION DESCRIPTION
 HM0094
 HM0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0094'5.77 MI SW FROM CORTEZ.
 HM0094'5.77 MILES S.W. ALONG CORTEZ-BLUFF ROAD.  30 FT. NORTH OF CENTER LINE
 HM0094'OF CORTEZ-BLUFF ROAD 59 FT. WEST OF LARGE SANDSTONE BOULDER ON NORTH
 HM0094'SIDE OF ROAD.
 HM0094
 HM0094                          STATION RECOVERY (1975)
 HM0094
 HM0094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HM0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0211 ***********************************************************************
 KM0211  DESIGNATION -  C 420
 KM0211  PID         -  KM0211
 KM0211  STATE/COUNTY-  CO/RIO BLANCO
 KM0211  USGS QUAD   -  WATER CANYON (1972)
 KM0211
 KM0211                         *CURRENT SURVEY CONTROL
 KM0211  ___________________________________________________________________
 KM0211* NAD 83(1986)-  39 57 05.     (N)    108 45 59.     (W)     SCALED    
 KM0211* NAVD 88     -      1712.431  (meters)    5618.20   (feet)  ADJUSTED  
 KM0211  ___________________________________________________________________
 KM0211  GEOID HEIGHT-         -16.35  (meters)                     GEOID03
 KM0211  DYNAMIC HT  -        1710.808 (meters)    5612.88  (feet)  COMP
 KM0211  MODELED GRAV-     979,617.5   (mgal)                       NAVD 88
 KM0211
 KM0211  VERT ORDER  -  FIRST     CLASS II
 KM0211
 KM0211.The horizontal coordinates were scaled from a topographic map and have
 KM0211.an estimated accuracy of +/- 6 seconds.
 KM0211
 KM0211.The orthometric height was determined by differential leveling
 KM0211.and adjusted by the National Geodetic Survey in June 1991..
 KM0211
 KM0211.The geoid height was determined by GEOID03.
 KM0211
 KM0211.The dynamic height is computed by dividing the NAVD 88
 KM0211.geopotential number by the normal gravity value computed on the
 KM0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0211.degrees latitude (g = 980.6199 gals.).
 KM0211
 KM0211.The modeled gravity was interpolated from observed gravity values.
 KM0211
 KM0211;                    North         East    Units  Estimated Accuracy
 KM0211;SPC CO N     -   378,560.      635,350.      MT  (+/- 180 meters Scaled)
 KM0211
 KM0211                          SUPERSEDED SURVEY CONTROL
 KM0211
 KM0211.No superseded survey control is available for this station.
 KM0211
 KM0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK908247(NAD 83)
 KM0211_MARKER: DB = BENCH MARK DISK
 KM0211_SETTING: 66 = SET IN ROCK OUTCROP
 KM0211_SP_SET: ROCK OUTCROP
 KM0211_STAMPING: C 420 1984
 KM0211_MARK LOGO: NGS   
 KM0211_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0211+STABILITY: POSITION/ELEVATION WELL
 KM0211
 KM0211  HISTORY     - Date     Condition        Report By
 KM0211  HISTORY     - 1984     MONUMENTED       NGS
 KM0211
 KM0211                          STATION DESCRIPTION
 KM0211
 KM0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0211'17.8 KM (11.05 MI) SOUT FROM RANGELY.
 KM0211'1.8 KM (1.1 MI) EAST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE IN
 KM0211'RANGELY, THENCE 16.0 KM (9.95 MI) SOUTHERLY ALONG STATE HIGHWAY 139,
 KM0211'IN THE SOUTHEASTERN END OF A 4.0 BY 75.0 FOOT EXPOSED AREA OF BEDROCK
 KM0211'IN A HIGHWAY CUT, 1.2 KM (0.75 MI) SOUTHEAST OF THE NORTH DOUGLAS
 KM0211'PUMPING STATION ENTRANCE ROAD, 113.0 M (370.7 FT) NORTHWEST OF THE
 KM0211'SOUTHEAST END OF THE CUT, 12.1 M (39.7 FT) EAST OF THE CENTERLINE OF
 KM0211'THE HIGHWAY, AND 5.0 M (16.4 FT) NORTH OF THE SOUTH END OF THE
 KM0211'OUTCROP.
 KM0211'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 KM0211'THE MARK IS 1.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0594 ***********************************************************************
 JL0594  DESIGNATION -  C 421
 JL0594  PID         -  JL0594
 JL0594  STATE/COUNTY-  CO/CHAFFEE
 JL0594  USGS QUAD   -  PONCHA PASS (1994)
 JL0594
 JL0594                         *CURRENT SURVEY CONTROL
 JL0594  ___________________________________________________________________
 JL0594* NAD 83(1986)-  38 27 45.     (N)    106 05 50.     (W)     SCALED    
 JL0594* NAVD 88     -      2511.508  (meters)    8239.84   (feet)  ADJUSTED  
 JL0594  ___________________________________________________________________
 JL0594  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 JL0594  DYNAMIC HT  -        2508.277 (meters)    8229.24  (feet)  COMP
 JL0594  MODELED GRAV-     979,252.1   (mgal)                       NAVD 88
 JL0594
 JL0594  VERT ORDER  -  FIRST     CLASS II
 JL0594
 JL0594.The horizontal coordinates were scaled from a topographic map and have
 JL0594.an estimated accuracy of +/- 6 seconds.
 JL0594
 JL0594.The orthometric height was determined by differential leveling
 JL0594.and adjusted by the National Geodetic Survey in June 1991..
 JL0594
 JL0594.The geoid height was determined by GEOID03.
 JL0594
 JL0594.The dynamic height is computed by dividing the NAVD 88
 JL0594.geopotential number by the normal gravity value computed on the
 JL0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0594.degrees latitude (g = 980.6199 gals.).
 JL0594
 JL0594.The modeled gravity was interpolated from observed gravity values.
 JL0594
 JL0594;                    North         East    Units  Estimated Accuracy
 JL0594;SPC CO C     -   374,810.      862,280.      MT  (+/- 180 meters Scaled)
 JL0594
 JL0594                          SUPERSEDED SURVEY CONTROL
 JL0594
 JL0594.No superseded survey control is available for this station.
 JL0594
 JL0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC042577(NAD 83)
 JL0594_MARKER: DB = BENCH MARK DISK
 JL0594_SETTING: 66 = SET IN ROCK OUTCROP
 JL0594_SP_SET: ROCK OUTCROP
 JL0594_STAMPING: C 421 1984
 JL0594_MARK LOGO: NGS   
 JL0594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0594
 JL0594  HISTORY     - Date     Condition        Report By
 JL0594  HISTORY     - 1984     MONUMENTED       NGS
 JL0594
 JL0594                          STATION DESCRIPTION
 JL0594
 JL0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0594'7.1 KM (4.4 MI) SOUTH FROM PONCHA SPRINGS.
 JL0594'7.1 KM (4.4 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM ITS NORTH
 JL0594'JUNCTION WITH U.S. HIGHWAY 50 IN PONCHA SPRINGS, IN A LARGE EXPOSED
 JL0594'AREA OF BEDROCK IN A HIGHWAY CUT, 0.3 KM (0.2 MI) NORTH OF A UTILITY
 JL0594'LINE CROSSING, 16.2 M (53.1 FT) NORTH OF THE SOUTH END OF THE CUT, AND
 JL0594'12.3 M (40.4 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 JL0594'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 JL0594'THE MARK IS .5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0567 ***********************************************************************
 JL0567  DESIGNATION -  C 422
 JL0567  PID         -  JL0567
 JL0567  STATE/COUNTY-  CO/GUNNISON
 JL0567  USGS QUAD   -  PAHLONE PEAK (1967)
 JL0567
 JL0567                         *CURRENT SURVEY CONTROL
 JL0567  ___________________________________________________________________
 JL0567* NAD 83(1986)-  38 29 49.     (N)    106 19 30.     (W)     SCALED    
 JL0567* NAVD 88     -      3446.834  (meters)   11308.49   (feet)  ADJUSTED  
 JL0567  ___________________________________________________________________
 JL0567  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 JL0567  DYNAMIC HT  -        3441.878 (meters)   11292.23  (feet)  COMP
 JL0567  MODELED GRAV-     979,063.8   (mgal)                       NAVD 88
 JL0567
 JL0567  VERT ORDER  -  FIRST     CLASS II
 JL0567
 JL0567.The horizontal coordinates were scaled from a topographic map and have
 JL0567.an estimated accuracy of +/- 6 seconds.
 JL0567
 JL0567.The orthometric height was determined by differential leveling
 JL0567.and adjusted by the National Geodetic Survey in June 1991..
 JL0567
 JL0567.The geoid height was determined by GEOID03.
 JL0567
 JL0567.The dynamic height is computed by dividing the NAVD 88
 JL0567.geopotential number by the normal gravity value computed on the
 JL0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0567.degrees latitude (g = 980.6199 gals.).
 JL0567
 JL0567.The modeled gravity was interpolated from observed gravity values.
 JL0567
 JL0567;                    North         East    Units  Estimated Accuracy
 JL0567;SPC CO C     -   378,790.      842,430.      MT  (+/- 180 meters Scaled)
 JL0567
 JL0567                          SUPERSEDED SURVEY CONTROL
 JL0567
 JL0567.No superseded survey control is available for this station.
 JL0567
 JL0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC844617(NAD 83)
 JL0567_MARKER: DB = BENCH MARK DISK
 JL0567_SETTING: 66 = SET IN ROCK OUTCROP
 JL0567_SP_SET: ROCK OUTCROP
 JL0567_STAMPING: C 422 1984
 JL0567_MARK LOGO: NGS   
 JL0567_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0567+STABILITY: POSITION/ELEVATION WELL
 JL0567
 JL0567  HISTORY     - Date     Condition        Report By
 JL0567  HISTORY     - 1984     MONUMENTED       NGS
 JL0567  HISTORY     - 20040720 MARK NOT FOUND   USPSQD
 JL0567
 JL0567                          STATION DESCRIPTION
 JL0567
 JL0567'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0567'28.3 KM (17.6 MI) WEST FROM PONCHA SPRINGS.
 JL0567'28.3 KM (17.6 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS NORTH
 JL0567'JUNCTION WITH U.S. HIGHWAY 285 IN PONCHA SPRINGS, NEAR THE CENTER OF A
 JL0567'2 BY 6 FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 72.0 M
 JL0567'(236.2 FT) WEST OF THE NORTHWEST CORNER OF THE MONARCH CREST GIFT
 JL0567'SHOP, 33.2 M (108.9 FT) WEST OF A SIGN (MONARCH PASS SUMMIT ELEV
 JL0567'11,312 FT), AND 13.5 M (44.3 FT) WEST OF THE CENTERLINE OF THE
 JL0567'HIGHWAY.
 JL0567'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JL0567'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 JL0567
 JL0567                          STATION RECOVERY (2004)
 JL0567
 JL0567'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 JL0567'US 60 APPEARS TO HAVE BEEN WIDENED RECENTLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0546 ***********************************************************************
 JL0546  DESIGNATION -  C 423
 JL0546  PID         -  JL0546
 JL0546  STATE/COUNTY-  CO/SAGUACHE
 JL0546  USGS QUAD   -  DOYLEVILLE (1962)
 JL0546
 JL0546                         *CURRENT SURVEY CONTROL
 JL0546  ___________________________________________________________________
 JL0546* NAD 83(1986)-  38 25 02.     (N)    106 31 15.     (W)     SCALED    
 JL0546* NAVD 88     -      2500.294  (meters)    8203.05   (feet)  ADJUSTED  
 JL0546  ___________________________________________________________________
 JL0546  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 JL0546  DYNAMIC HT  -        2497.064 (meters)    8192.45  (feet)  COMP
 JL0546  MODELED GRAV-     979,247.2   (mgal)                       NAVD 88
 JL0546
 JL0546  VERT ORDER  -  FIRST     CLASS II
 JL0546
 JL0546.The horizontal coordinates were scaled from a topographic map and have
 JL0546.an estimated accuracy of +/- 6 seconds.
 JL0546
 JL0546.The orthometric height was determined by differential leveling
 JL0546.and adjusted by the National Geodetic Survey in June 1991..
 JL0546
 JL0546.The geoid height was determined by GEOID03.
 JL0546
 JL0546.The dynamic height is computed by dividing the NAVD 88
 JL0546.geopotential number by the normal gravity value computed on the
 JL0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0546.degrees latitude (g = 980.6199 gals.).
 JL0546
 JL0546.The modeled gravity was interpolated from observed gravity values.
 JL0546
 JL0546;                    North         East    Units  Estimated Accuracy
 JL0546;SPC CO S     -   499,580.      825,250.      MT  (+/- 180 meters Scaled)
 JL0546
 JL0546                          SUPERSEDED SURVEY CONTROL
 JL0546
 JL0546.No superseded survey control is available for this station.
 JL0546
 JL0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC672532(NAD 83)
 JL0546_MARKER: DB = BENCH MARK DISK
 JL0546_SETTING: 66 = SET IN ROCK OUTCROP
 JL0546_SP_SET: ROCK OUTCROP
 JL0546_STAMPING: C 423 1984
 JL0546_MARK LOGO: NGS   
 JL0546_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0546+STABILITY: POSITION/ELEVATION WELL
 JL0546
 JL0546  HISTORY     - Date     Condition        Report By
 JL0546  HISTORY     - 1984     MONUMENTED       NGS
 JL0546
 JL0546                          STATION DESCRIPTION
 JL0546
 JL0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0546'39.6 KM (24.6 MI) EAST FROM GUNNISON.
 JL0546'39.6 KM (24.6 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JL0546'WITH STATE HIGHWAY 135 IN GUNNISON, IN THE EAST END OF A 12 BY 14 FOOT
 JL0546'EXPOSED AREA OF OUTCROPPING BEDROCK, 8.9 KM (5.55 MI) EAST OF THE
 JL0546'INTERSECTION OF COUNTY ROAD 45, 17.2 M (56.4 FT) NORTHEAST OF THE
 JL0546'CENTERLINE OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTHWEST OF THE EAST
 JL0546'END OF THE OUTCROP.
 JL0546'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST
 JL0546'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0524 ***********************************************************************
 JL0524  DESIGNATION -  C 424
 JL0524  PID         -  JL0524
 JL0524  STATE/COUNTY-  CO/GUNNISON
 JL0524  USGS QUAD   -  GUNNISON (1970)
 JL0524
 JL0524                         *CURRENT SURVEY CONTROL
 JL0524  ___________________________________________________________________
 JL0524* NAD 83(1986)-  38 31 53.     (N)    106 57 16.     (W)     SCALED    
 JL0524* NAVD 88     -      2340.534  (meters)    7678.90   (feet)  ADJUSTED  
 JL0524  ___________________________________________________________________
 JL0524  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 JL0524  DYNAMIC HT  -        2337.686 (meters)    7669.56  (feet)  COMP
 JL0524  MODELED GRAV-     979,327.1   (mgal)                       NAVD 88
 JL0524
 JL0524  VERT ORDER  -  FIRST     CLASS II
 JL0524
 JL0524.The horizontal coordinates were scaled from a topographic map and have
 JL0524.an estimated accuracy of +/- 6 seconds.
 JL0524
 JL0524.The orthometric height was determined by differential leveling
 JL0524.and adjusted by the National Geodetic Survey in June 1991..
 JL0524
 JL0524.The geoid height was determined by GEOID03.
 JL0524
 JL0524.The dynamic height is computed by dividing the NAVD 88
 JL0524.geopotential number by the normal gravity value computed on the
 JL0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0524.degrees latitude (g = 980.6199 gals.).
 JL0524
 JL0524.The modeled gravity was interpolated from observed gravity values.
 JL0524
 JL0524;                    North         East    Units  Estimated Accuracy
 JL0524;SPC CO C     -   383,310.      787,590.      MT  (+/- 180 meters Scaled)
 JL0524
 JL0524                          SUPERSEDED SURVEY CONTROL
 JL0524
 JL0524.No superseded survey control is available for this station.
 JL0524
 JL0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC296665(NAD 83)
 JL0524_MARKER: DB = BENCH MARK DISK
 JL0524_SETTING: 66 = SET IN ROCK OUTCROP
 JL0524_SP_SET: ROCK OUTCROP
 JL0524_STAMPING: C 424 1984
 JL0524_MARK LOGO: NGS   
 JL0524_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JL0524_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0524+STABILITY: POSITION/ELEVATION WELL
 JL0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0524+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2003
 JL0524
 JL0524  HISTORY     - Date     Condition        Report By
 JL0524  HISTORY     - 1984     MONUMENTED       NGS
 JL0524  HISTORY     - 19960801 GOOD             MSAM
 JL0524  HISTORY     - 20030620 GOOD             USPSQD
 JL0524
 JL0524                          STATION DESCRIPTION
 JL0524
 JL0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0524'5.0 KM (3.1 MI) WEST FROM GUNNISON.
 JL0524'5.0 KM (3.1 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH
 JL0524'STATE HIGHWAY 135 IN GUNNISON, IN TOP OF A 2 BY 3 FOOT EXPOSED AREA OF
 JL0524'BEDROCK IN A HIGHWAY CUT, 64.6 M (211.9 FT) NORTHEAST OF THE CENTER OF
 JL0524'COUNTY ROAD 17, 61.0 M (200.1 FT) NORTHWEST OF THE CENTERLINE OF THE
 JL0524'HIGHWAY, AND 11.9 M (39.0 FT) NORTHWEST OF THE CENTERLINE OF A
 JL0524'FRONTAGE ROAD.
 JL0524'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JL0524'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 JL0524
 JL0524                          STATION RECOVERY (1996)
 JL0524
 JL0524'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1996 (RSC)
 JL0524'RECOVERED AS DESCRIBED.
 JL0524
 JL0524                          STATION RECOVERY (2003)
 JL0524
 JL0524'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 JL0524' 
 JL0524' 
 JL0524' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0495 ***********************************************************************
 JL0495  DESIGNATION -  C 425
 JL0495  PID         -  JL0495
 JL0495  STATE/COUNTY-  CO/GUNNISON
 JL0495  USGS QUAD   -  CURECANTI NEEDLE (1982)
 JL0495
 JL0495                         *CURRENT SURVEY CONTROL
 JL0495  ___________________________________________________________________
 JL0495* NAD 83(1986)-  38 25 11.     (N)    107 24 03.     (W)     SCALED    
 JL0495* NAVD 88     -      2544.471  (meters)    8347.99   (feet)  ADJUSTED  
 JL0495  ___________________________________________________________________
 JL0495  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 JL0495  DYNAMIC HT  -        2541.254 (meters)    8337.43  (feet)  COMP
 JL0495  MODELED GRAV-     979,272.2   (mgal)                       NAVD 88
 JL0495
 JL0495  VERT ORDER  -  FIRST     CLASS II
 JL0495
 JL0495.The horizontal coordinates were scaled from a topographic map and have
 JL0495.an estimated accuracy of +/- 6 seconds.
 JL0495
 JL0495.The orthometric height was determined by differential leveling
 JL0495.and adjusted by the National Geodetic Survey in June 1991..
 JL0495
 JL0495.The geoid height was determined by GEOID03.
 JL0495
 JL0495.The dynamic height is computed by dividing the NAVD 88
 JL0495.geopotential number by the normal gravity value computed on the
 JL0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0495.degrees latitude (g = 980.6199 gals.).
 JL0495
 JL0495.The modeled gravity was interpolated from observed gravity values.
 JL0495
 JL0495;                    North         East    Units  Estimated Accuracy
 JL0495;SPC CO C     -   371,630.      748,410.      MT  (+/- 180 meters Scaled)
 JL0495
 JL0495                          SUPERSEDED SURVEY CONTROL
 JL0495
 JL0495.No superseded survey control is available for this station.
 JL0495
 JL0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC904551(NAD 83)
 JL0495_MARKER: DB = BENCH MARK DISK
 JL0495_SETTING: 66 = SET IN ROCK OUTCROP
 JL0495_SP_SET: ROCK OUTCROP
 JL0495_STAMPING: C 425 1984
 JL0495_MARK LOGO: NGS   
 JL0495_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0495+STABILITY: POSITION/ELEVATION WELL
 JL0495
 JL0495  HISTORY     - Date     Condition        Report By
 JL0495  HISTORY     - 1984     MONUMENTED       NGS
 JL0495
 JL0495                          STATION DESCRIPTION
 JL0495
 JL0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0495'52.3 KM (32.5 MI) WEST FROM GUNNISON.
 JL0495'52.3 KM (32.5 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JL0495'WITH STATE HIGHWAY 135 IN GUNNISON, OR 52.6 KM (32.65 MI) EASTERLY
 JL0495'ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH U.S. HIGHWAY 550 IN
 JL0495'MONTROSE, IN THE SOUTH END OF AN 8 BY 16 FOOT EXPOSED AREA OF
 JL0495'OUTCROPPING BEDROCK, 7.1 KM (4.4 MI) WEST OF THE BLUE MESA POINT POST
 JL0495'OFFICE, 8.4 M (27.6 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 3.0 M
 JL0495'(9.8 FT) NORTHWEST OF THE NORTH END OF A PIPE CULVERT, AND 0.9 M
 JL0495'(3.0 FT) WEST OF THE WEST END OF THE OUTCROP.
 JL0495'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST
 JL0495'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0568 ***********************************************************************
 JL0568  DESIGNATION -  C 426
 JL0568  PID         -  JL0568
 JL0568  STATE/COUNTY-  CO/CHAFFEE
 JL0568  USGS QUAD   -  PAHLONE PEAK (1967)
 JL0568
 JL0568                         *CURRENT SURVEY CONTROL
 JL0568  ___________________________________________________________________
 JL0568* NAD 83(1986)-  38 29 55.     (N)    106 19 57.     (W)     SCALED    
 JL0568* NAVD 88     -      3406.686  (meters)   11176.77   (feet)  ADJUSTED  
 JL0568  ___________________________________________________________________
 JL0568  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 JL0568  DYNAMIC HT  -        3401.777 (meters)   11160.66  (feet)  COMP
 JL0568  MODELED GRAV-     979,062.5   (mgal)                       NAVD 88
 JL0568
 JL0568  VERT ORDER  -  FIRST     CLASS II
 JL0568
 JL0568.The horizontal coordinates were scaled from a topographic map and have
 JL0568.an estimated accuracy of +/- 6 seconds.
 JL0568
 JL0568.The orthometric height was determined by differential leveling
 JL0568.and adjusted by the National Geodetic Survey in June 1991..
 JL0568
 JL0568.The geoid height was determined by GEOID03.
 JL0568
 JL0568.The dynamic height is computed by dividing the NAVD 88
 JL0568.geopotential number by the normal gravity value computed on the
 JL0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0568.degrees latitude (g = 980.6199 gals.).
 JL0568
 JL0568.The modeled gravity was interpolated from observed gravity values.
 JL0568
 JL0568;                    North         East    Units  Estimated Accuracy
 JL0568;SPC CO C     -   378,980.      841,780.      MT  (+/- 180 meters Scaled)
 JL0568
 JL0568                          SUPERSEDED SURVEY CONTROL
 JL0568
 JL0568.No superseded survey control is available for this station.
 JL0568
 JL0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC838619(NAD 83)
 JL0568_MARKER: I = METAL ROD
 JL0568_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JL0568+WITH SETTING: INFORMATION.
 JL0568_SP_SET: SHALLOW-SET METAL ROD
 JL0568_STAMPING: C 426 1984
 JL0568_MARK LOGO: NGS   
 JL0568_PROJECTION: FLUSH
 JL0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0568_ROD/PIPE-DEPTH: 1.8  meters
 JL0568
 JL0568  HISTORY     - Date     Condition        Report By
 JL0568  HISTORY     - 1984     MONUMENTED       NGS
 JL0568
 JL0568                          STATION DESCRIPTION
 JL0568
 JL0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0568'27.5 KM (17.1 MI) WEST FROM PONCHA SPRINGS.
 JL0568'27.5 KM (17.1 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS NORTH
 JL0568'JUNCTION WITH U.S. HIGHWAY 285 IN PONCHA SPRINGS, 0.9 KM (0.55 MI)
 JL0568'SOUTH OF THE INTERSECTION OF OLD MONARCH PASS ROAD, 0.8 KM (0.5 MI)
 JL0568'NORTH OF THE MONARCH PASS SUMMIT, NEAR THE MIDDLE OF A HIGHWAY CURVE,
 JL0568'140.0 M (459.3 FT) SOUTH OF MILEPOST 200, 19.6 M (64.3 FT) SOUTHWEST
 JL0568'OF THE CENTERLINE OF THE HIGHWAY, AND 3.4 M (11.2 FT) WEST OF A TWIN
 JL0568'TRUNKED EVERGREEN TREE.  NOTE=REFUSAL WAS REACHED AT 6.0 FT.  ACCESS
 JL0568'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 JL0568'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0200 ***********************************************************************
 KM0200  DESIGNATION -  C 427
 KM0200  PID         -  KM0200
 KM0200  STATE/COUNTY-  CO/MESA
 KM0200  USGS QUAD   -  HIGHLINE LAKE (1968)
 KM0200
 KM0200                         *CURRENT SURVEY CONTROL
 KM0200  ___________________________________________________________________
 KM0200* NAD 83(1986)-  39 20 04.     (N)    108 49 17.     (W)     SCALED    
 KM0200* NAVD 88     -      1517.345  (meters)    4978.16   (feet)  ADJUSTED  
 KM0200  ___________________________________________________________________
 KM0200  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 KM0200  DYNAMIC HT  -        1515.904 (meters)    4973.43  (feet)  COMP
 KM0200  MODELED GRAV-     979,624.5   (mgal)                       NAVD 88
 KM0200
 KM0200  VERT ORDER  -  FIRST     CLASS II
 KM0200
 KM0200.The horizontal coordinates were scaled from a topographic map and have
 KM0200.an estimated accuracy of +/- 6 seconds.
 KM0200
 KM0200.The orthometric height was determined by differential leveling
 KM0200.and adjusted by the National Geodetic Survey in June 1991..
 KM0200
 KM0200.The geoid height was determined by GEOID03.
 KM0200
 KM0200.The dynamic height is computed by dividing the NAVD 88
 KM0200.geopotential number by the normal gravity value computed on the
 KM0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0200.degrees latitude (g = 980.6199 gals.).
 KM0200
 KM0200.The modeled gravity was interpolated from observed gravity values.
 KM0200
 KM0200;                    North         East    Units  Estimated Accuracy
 KM0200;SPC CO C     -   476,670.      628,120.      MT  (+/- 180 meters Scaled)
 KM0200
 KM0200                          SUPERSEDED SURVEY CONTROL
 KM0200
 KM0200.No superseded survey control is available for this station.
 KM0200
 KM0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ877561(NAD 83)
 KM0200_MARKER: I = METAL ROD
 KM0200_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KM0200+WITH SETTING: INFORMATION.
 KM0200_SP_SET: SHALLOW-SET METAL ROD
 KM0200_STAMPING: C 427 1984
 KM0200_MARK LOGO: NGS   
 KM0200_PROJECTION: FLUSH
 KM0200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0200+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2005
 KM0200_ROD/PIPE-DEPTH: 1.9  meters
 KM0200
 KM0200  HISTORY     - Date     Condition        Report By
 KM0200  HISTORY     - 1984     MONUMENTED       NGS
 KM0200  HISTORY     - 20050604 GOOD             GEOCAC
 KM0200
 KM0200                          STATION DESCRIPTION
 KM0200
 KM0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0200'15.4 KM (9.55 MI) NORTH FROM LOMA.
 KM0200'15.4 KM (9.55 MI) NORTHERLY ALONG STATE HIGHWAY 139 FROM THE POST
 KM0200'OFFICE IN LOMA, 3.5 KM (2.2 MI) SOUTH OF THE MESA-GARFIELD COUNTY
 KM0200'LINE, 51.2 M (168.0 FT) SOUTH OF THE CENTER OF A TRACK ROAD LEADING
 KM0200'EAST, 20.9 M (68.6 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 7.3 M
 KM0200'(24.0 FT) EAST OF A FENCE CORNER, AND 0.4 M (1.3 FT) NORTH OF A FENCE.
 KM0200'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KM0200'THE MARK IS 0.1 METERS  W FROM  A WITNESS POST
 KM0200'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
 KM0200
 KM0200                          STATION RECOVERY (2005)
 KM0200
 KM0200'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0200'MARK IN THE MIDDLE OF A GATE IN THE EAST-WEST FENCE. WITNESS POST
 KM0200'BROKEN OFF FLUSH WITH LOGO CAP
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0214 ***********************************************************************
 KM0214  DESIGNATION -  C 428
 KM0214  PID         -  KM0214
 KM0214  STATE/COUNTY-  CO/MESA
 KM0214  USGS QUAD   -  CLIFTON (1973)
 KM0214
 KM0214                         *CURRENT SURVEY CONTROL
 KM0214  ___________________________________________________________________
 KM0214* NAD 83(1992)-  39 01 10.53349(N)    108 28 59.64513(W)     ADJUSTED  
 KM0214* NAVD 88     -      1478.624  (meters)    4851.12   (feet)  ADJUSTED  
 KM0214  ___________________________________________________________________
 KM0214  X           -  -1,573,435.569 (meters)                     COMP
 KM0214  Y           -  -4,707,080.039 (meters)                     COMP
 KM0214  Z           -   3,994,927.524 (meters)                     COMP
 KM0214  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 KM0214  ELLIP HEIGHT-        1461.87  (meters)          (10/21/02) GPS OBS
 KM0214  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 KM0214  DYNAMIC HT  -        1477.188 (meters)    4846.41  (feet)  COMP
 KM0214  MODELED GRAV-     979,604.2   (mgal)                       NAVD 88
 KM0214
 KM0214  HORZ ORDER  -  FIRST
 KM0214  VERT ORDER  -  FIRST     CLASS II
 KM0214  ELLP ORDER  -  FIFTH     CLASS I
 KM0214
 KM0214.The horizontal coordinates were established by GPS observations
 KM0214.and adjusted by the National Geodetic Survey in June 1996..
 KM0214
 KM0214.The orthometric height was determined by differential leveling
 KM0214.and adjusted by the National Geodetic Survey in June 1991..
 KM0214
 KM0214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KM0214
 KM0214.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0214
 KM0214.The ellipsoidal height was determined by GPS observations
 KM0214.and is referenced to NAD 83.
 KM0214
 KM0214.The geoid height was determined by GEOID03.
 KM0214
 KM0214.The dynamic height is computed by dividing the NAVD 88
 KM0214.geopotential number by the normal gravity value computed on the
 KM0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0214.degrees latitude (g = 980.6199 gals.).
 KM0214
 KM0214.The modeled gravity was interpolated from observed gravity values.
 KM0214
 KM0214;                    North         East     Units Scale Factor Converg.
 KM0214;SPC CO C     -   440,725.084   656,108.942   MT  0.99993691   -1 52 53.4
 KM0214;SPC CO C     - 1,445,945.55  2,152,584.09   sFT  0.99993691   -1 52 53.4
 KM0214;UTM  12      - 4,321,964.706   717,885.676   MT  1.00018461   +1 35 06.5
 KM0214
 KM0214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0214!SPC CO C     -   0.99977069  x   0.99993691  =   0.99970762
 KM0214!UTM  12      -   0.99977069  x   1.00018461  =   0.99995526
 KM0214
 KM0214                          SUPERSEDED SURVEY CONTROL
 KM0214
 KM0214  ELLIP H (06/19/96) 1461.88   (m)                       GP(       ) 3 1
 KM0214  NAVD 88 (06/19/96) 1478.62   (m)         4851.1    (f) LEVELING    3  
 KM0214
 KM0214.Superseded values are not recommended for survey control.
 KM0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0214.See file dsdata.txt to determine how the superseded data were derived.
 KM0214
 KM0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ1788621965(NAD 83)
 KM0214_MARKER: I = METAL ROD
 KM0214_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KM0214+WITH SETTING: INFORMATION.
 KM0214_SP_SET: SHALLOW-SET METAL ROD
 KM0214_STAMPING: C 428 1984
 KM0214_MARK LOGO: NGS   
 KM0214_PROJECTION: FLUSH
 KM0214_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KM0214+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2005
 KM0214_ROD/PIPE-DEPTH: 2.2  meters
 KM0214
 KM0214  HISTORY     - Date     Condition        Report By
 KM0214  HISTORY     - 1984     MONUMENTED       NGS
 KM0214  HISTORY     - 19950713 GOOD             CODOT
 KM0214  HISTORY     - 19990507 GOOD             MSAM
 KM0214  HISTORY     - 20050529 GOOD             GEOCAC
 KM0214
 KM0214                          STATION DESCRIPTION
 KM0214
 KM0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0214'11.8 KM (7.35 MI) SE FROM GRAND JUNCTION.
 KM0214'11.8 KM (7.35 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 50 FROM ITS
 KM0214'JUNCTION WITH U.S. HIGHWAY 6 IN GRAND JUNCTION, 0.9 KM (0.55 MI)
 KM0214'NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY 146, 65.5 M (214.9 FT)
 KM0214'NORTHEAST OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE
 KM0214'HIGHWAY, 19.6 M (64.3 FT) SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD
 KM0214'30.75, 17.2 M (56.4 FT) SOUTH OF A FENCE CORNER, 12.5 M (41.0 FT)
 KM0214'NORTH OF A PRIVATE DRIVE, AND 1.1 M (3.6 FT) SOUTHEAST OF A UTILITY
 KM0214'POLE WITH THREE GUY WIRES.  NOTE--ACCESS TO DATUM POINT IS HAD
 KM0214'THROUGH A 5-INCH LOGO CAP.
 KM0214'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 KM0214'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 KM0214
 KM0214                          STATION RECOVERY (1995)
 KM0214
 KM0214'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (LJ)
 KM0214'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) SOUTHWEST OF CLIFTON, 4.9
 KM0214'MI (7.9 KM) SOUTHEAST OF GRAND JUNCTION AND 3.7 MI (6.0 KM) SOUTH OF
 KM0214'FRUITVALE, IN THE SOUTHEAST 1/4 OF SECTION 33, T 1 S, R 1 E, AT U. S.
 KM0214'HIGHWAY 50 MILEPOST 38.5.  OWNERSHIP--COLORADO DEPT.  OF
 KM0214'TRANSPORTATION RIGHT-OF-WAY.  TO REACH THE STATION FROM THE
 KM0214'INTERSECTION OF U.S. HIGHWAY 6 AND U.  S.  HIGHWAY 50 IN GRAND
 KM0214'JUNCTION, GO SOUTHEASTERLY ON U.S. HIGHWAY 50 FOR 7.35 MI (11.83 KM)
 KM0214'TO THE STATION ON THE LEFT AT THE INTERSECTION OF 31 ROAD.  THE
 KM0214'STATION IS A PUNCH MARK TOP CENTER ON A STAINLESS STEEL ROD DRIVEN TO
 KM0214'REFUSAL, ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP SET IN A 0.7 M
 KM0214'(2.3 FT) CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 73.3 M (240.5
 KM0214'FT) NORTH-NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 50, 19.5 M
 KM0214'(64.0 FT) EAST OF THE CENTER LINE OF 31 ROAD, 12.1 M (39.7 FT) NORTH
 KM0214'OF THE CENTER OF A PRIVATE DRIVE, 1.0 M (3.3 FT) EAST OF A POWER POLE
 KM0214'WITH TWO GUY-WIRES, 0.4 M (1.3 FT) WEST OF A WITNESS POST AND ABOUT 1
 KM0214'M (3.3 FT) ABOVE THE HIGHWAY.
 KM0214
 KM0214                          STATION RECOVERY (1999)
 KM0214
 KM0214'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 KM0214'RECOVERED AS DESCRIBED.
 KM0214
 KM0214                          STATION RECOVERY (2005)
 KM0214
 KM0214'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0362 ***********************************************************************
 JM0362  DESIGNATION -  C 429
 JM0362  PID         -  JM0362
 JM0362  STATE/COUNTY-  CO/DELTA
 JM0362  USGS QUAD   -  DOMINGUEZ (1969)
 JM0362
 JM0362                         *CURRENT SURVEY CONTROL
 JM0362  ___________________________________________________________________
 JM0362* NAD 83(1986)-  38 50 08.     (N)    108 17 52.     (W)     SCALED    
 JM0362* NAVD 88     -      1590.111  (meters)    5216.89   (feet)  ADJUSTED  
 JM0362  ___________________________________________________________________
 JM0362  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 JM0362  DYNAMIC HT  -        1588.482 (meters)    5211.54  (feet)  COMP
 JM0362  MODELED GRAV-     979,547.9   (mgal)                       NAVD 88
 JM0362
 JM0362  VERT ORDER  -  FIRST     CLASS II
 JM0362
 JM0362.The horizontal coordinates were scaled from a topographic map and have
 JM0362.an estimated accuracy of +/- 6 seconds.
 JM0362
 JM0362.The orthometric height was determined by differential leveling
 JM0362.and adjusted by the National Geodetic Survey in June 1991..
 JM0362
 JM0362.The geoid height was determined by GEOID03.
 JM0362
 JM0362.The dynamic height is computed by dividing the NAVD 88
 JM0362.geopotential number by the normal gravity value computed on the
 JM0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0362.degrees latitude (g = 980.6199 gals.).
 JM0362
 JM0362.The modeled gravity was interpolated from observed gravity values.
 JM0362
 JM0362;                    North         East    Units  Estimated Accuracy
 JM0362;SPC CO C     -   419,790.      671,530.      MT  (+/- 180 meters Scaled)
 JM0362
 JM0362                          SUPERSEDED SURVEY CONTROL
 JM0362
 JM0362.No superseded survey control is available for this station.
 JM0362
 JM0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ345019(NAD 83)
 JM0362_MARKER: I = METAL ROD
 JM0362_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JM0362_SP_SET: STAINLESS STEEL ROD
 JM0362_STAMPING: C 429 1984
 JM0362_MARK LOGO: NGS   
 JM0362_PROJECTION: FLUSH
 JM0362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JM0362_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JM0362+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2005
 JM0362_ROD/PIPE-DEPTH: 3.1  meters
 JM0362
 JM0362  HISTORY     - Date     Condition        Report By
 JM0362  HISTORY     - 1984     MONUMENTED       NGS
 JM0362  HISTORY     - 20050310 GOOD             GEOCAC
 JM0362
 JM0362                          STATION DESCRIPTION
 JM0362
 JM0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JM0362'26.5 KM (16.45 MI) NW FROM DELTA.
 JM0362'26.5 KM (16.45 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 50 FROM ITS
 JM0362'JUNCTION WITH STATE HIGHWAY 92 IN DELTA, 2.2 KM (1.35 MI) SOUTHEAST
 JM0362'OF THE DELTA-MESA COUNTY LINE, 0.7 KM (0.45 MI) NORTH OF A SMALL
 JM0362'HIGHWAY BRIDGE, 162.2 M (532.2 FT) SOUTH OF A UTILITY LINE CROSSING
 JM0362'THE HIGHWAY, 38.1 M (125.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 JM0362'AND 12.2 M (40.0 FT) WEST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM
 JM0362'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JM0362'THE MARK IS 0.1 METERS  E FROM  A WITNESS POST
 JM0362'THE MARK IS 1.6 M ABOVE THE HIGHWAY.
 JM0362
 JM0362                          STATION RECOVERY (2005)
 JM0362
 JM0362'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 JM0362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0004 ***********************************************************************
 LM0004  DESIGNATION -  C 43
 LM0004  PID         -  LM0004
 LM0004  STATE/COUNTY-  CO/JACKSON
 LM0004  USGS QUAD   -  KINGS CANYON (1950)
 LM0004
 LM0004                         *CURRENT SURVEY CONTROL
 LM0004  ___________________________________________________________________
 LM0004* NAD 83(1986)-  40 59 20.     (N)    106 12 38.     (W)     SCALED    
 LM0004* NAVD 88     -      2655.877  (meters)    8713.49   (feet)  ADJUSTED  
 LM0004  ___________________________________________________________________
 LM0004  GEOID HEIGHT-         -10.99  (meters)                     GEOID03
 LM0004  DYNAMIC HT  -        2653.176 (meters)    8704.63  (feet)  COMP
 LM0004  MODELED GRAV-     979,509.8   (mgal)                       NAVD 88
 LM0004
 LM0004  VERT ORDER  -  FIRST     CLASS II
 LM0004
 LM0004.The horizontal coordinates were scaled from a topographic map and have
 LM0004.an estimated accuracy of +/- 6 seconds.
 LM0004
 LM0004.The orthometric height was determined by differential leveling
 LM0004.and adjusted by the National Geodetic Survey in June 1991..
 LM0004
 LM0004.The geoid height was determined by GEOID03.
 LM0004
 LM0004.The dynamic height is computed by dividing the NAVD 88
 LM0004.geopotential number by the normal gravity value computed on the
 LM0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0004.degrees latitude (g = 980.6199 gals.).
 LM0004
 LM0004.The modeled gravity was interpolated from observed gravity values.
 LM0004
 LM0004;                    North         East    Units  Estimated Accuracy
 LM0004;SPC CO N     -   488,870.      854,610.      MT  (+/- 180 meters Scaled)
 LM0004
 LM0004                          SUPERSEDED SURVEY CONTROL
 LM0004
 LM0004  NGVD 29 (??/??/92) 2654.515  (m)         8709.02   (f) ADJ UNCH    1 2
 LM0004
 LM0004.Superseded values are not recommended for survey control.
 LM0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0004.See file dsdata.txt to determine how the superseded data were derived.
 LM0004
 LM0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF981382(NAD 83)
 LM0004_MARKER: DB = BENCH MARK DISK
 LM0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0004_STAMPING: C 43 1934
 LM0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0004+STABILITY: SURFACE MOTION
 LM0004
 LM0004  HISTORY     - Date     Condition        Report By
 LM0004  HISTORY     - 1934     MONUMENTED       CGS
 LM0004  HISTORY     - 1956     GOOD             NGS
 LM0004
 LM0004                          STATION DESCRIPTION
 LM0004
 LM0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LM0004'5.3 MI N FROM KINGS CANYON.
 LM0004'5.3 MILES NORTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 LM0004'RAILROAD FROM THE STATION SIGN AT KINGS CANYON, 16 POLES SOUTH OF
 LM0004'MILEPOST 68, 25.4 FEET NORTH OF THE NORTH RAIL, 2.6 FEET EAST OF A
 LM0004'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 LM0004'FOOT ABOVE THE GROUND, IN THE NORTHWEST 1/4 OF SECTION 25, TOWNSHIP 12
 LM0004'NORTH, RANGE 79 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0619 ***********************************************************************
 JL0619  DESIGNATION -  C 430
 JL0619  PID         -  JL0619
 JL0619  STATE/COUNTY-  CO/OURAY
 JL0619  USGS QUAD   -  DALLAS (1982)
 JL0619
 JL0619                         *CURRENT SURVEY CONTROL
 JL0619  ___________________________________________________________________
 JL0619* NAD 83(1986)-  38 07 43.     (N)    107 43 52.     (W)     SCALED    
 JL0619* NAVD 88     -      2157.071  (meters)    7076.99   (feet)  ADJUSTED  
 JL0619  ___________________________________________________________________
 JL0619  GEOID HEIGHT-         -15.80  (meters)                     GEOID03
 JL0619  DYNAMIC HT  -        2154.365 (meters)    7068.11  (feet)  COMP
 JL0619  MODELED GRAV-     979,298.2   (mgal)                       NAVD 88
 JL0619
 JL0619  VERT ORDER  -  FIRST     CLASS II
 JL0619
 JL0619.The horizontal coordinates were scaled from a topographic map and have
 JL0619.an estimated accuracy of +/- 6 seconds.
 JL0619
 JL0619.The orthometric height was determined by differential leveling
 JL0619.and adjusted by the National Geodetic Survey in June 1991..
 JL0619
 JL0619.The geoid height was determined by GEOID03.
 JL0619
 JL0619.The dynamic height is computed by dividing the NAVD 88
 JL0619.geopotential number by the normal gravity value computed on the
 JL0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0619.degrees latitude (g = 980.6199 gals.).
 JL0619
 JL0619.The modeled gravity was interpolated from observed gravity values.
 JL0619
 JL0619;                    North         East    Units  Estimated Accuracy
 JL0619;SPC CO S     -   469,390.      718,810.      MT  (+/- 180 meters Scaled)
 JL0619
 JL0619                          SUPERSEDED SURVEY CONTROL
 JL0619
 JL0619.No superseded survey control is available for this station.
 JL0619
 JL0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC606236(NAD 83)
 JL0619_MARKER: I = METAL ROD
 JL0619_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JL0619_SP_SET: STAINLESS STEEL ROD
 JL0619_STAMPING: C 430 1984
 JL0619_MARK LOGO: NGS   
 JL0619_PROJECTION: FLUSH
 JL0619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0619_ROD/PIPE-DEPTH: 7.3  meters
 JL0619
 JL0619  HISTORY     - Date     Condition        Report By
 JL0619  HISTORY     - 1984     MONUMENTED       NGS
 JL0619  HISTORY     - 19910627 GOOD             USPSQD
 JL0619
 JL0619                          STATION DESCRIPTION
 JL0619
 JL0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0619'13.2 KM (8.2 MI) NORTH FROM OURAY.
 JL0619'13.2 KM (8.2 MI) NORTHERLY ALONG U.S. HIGHWAY 550 FROM THE POST OFFICE
 JL0619'IN OURAY, AT A SMALL HIGHWAY PULLOUT, 3.1 KM (1.95 MI) SOUTH OF THE
 JL0619'INTERSECTION OF STATE HIGHWAY 62, 0.5 KM (0.3 MI) NORTH OF THE
 JL0619'ENTRANCE TO THE WEBER CAMPGROUND, 14.9 M (48.9 FT) SOUTHWEST OF THE
 JL0619'CENTERLINE OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTHEAST OF A FENCE.
 JL0619'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JL0619'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST
 JL0619'THE MARK IS 0.8 M BELOW THE HIGHWAY.
 JL0619
 JL0619                          STATION RECOVERY (1991)
 JL0619
 JL0619'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 JL0619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0947 ***********************************************************************
 JK0947  DESIGNATION -  C 431
 JK0947  PID         -  JK0947
 JK0947  STATE/COUNTY-  CO/FREMONT
 JK0947  USGS QUAD   -  ROYAL GORGE (1994)
 JK0947
 JK0947                         *CURRENT SURVEY CONTROL
 JK0947  ___________________________________________________________________
 JK0947* NAD 83(1986)-  38 29 19.     (N)    105 16 40.     (W)     SCALED    
 JK0947* NAVD 88     -      1820.103  (meters)    5971.45   (feet)  ADJUSTED  
 JK0947  ___________________________________________________________________
 JK0947  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 JK0947  DYNAMIC HT  -        1818.083 (meters)    5964.83  (feet)  COMP
 JK0947  MODELED GRAV-     979,454.2   (mgal)                       NAVD 88
 JK0947
 JK0947  VERT ORDER  -  FIRST     CLASS II
 JK0947
 JK0947.The horizontal coordinates were scaled from a topographic map and have
 JK0947.an estimated accuracy of +/- 6 seconds.
 JK0947
 JK0947.The orthometric height was determined by differential leveling
 JK0947.and adjusted by the National Geodetic Survey in June 1991..
 JK0947
 JK0947.The geoid height was determined by GEOID03.
 JK0947
 JK0947.The dynamic height is computed by dividing the NAVD 88
 JK0947.geopotential number by the normal gravity value computed on the
 JK0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0947.degrees latitude (g = 980.6199 gals.).
 JK0947
 JK0947.The modeled gravity was interpolated from observed gravity values.
 JK0947
 JK0947;                    North         East    Units  Estimated Accuracy
 JK0947;SPC CO C     -   377,570.      933,790.      MT  (+/- 180 meters Scaled)
 JK0947
 JK0947                          SUPERSEDED SURVEY CONTROL
 JK0947
 JK0947.No superseded survey control is available for this station.
 JK0947
 JK0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC757600(NAD 83)
 JK0947_MARKER: DB = BENCH MARK DISK
 JK0947_SETTING: 66 = SET IN ROCK OUTCROP
 JK0947_SP_SET: ROCK OUTCROP
 JK0947_STAMPING: C 431 1984
 JK0947_MARK LOGO: NGS   
 JK0947_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0947+STABILITY: POSITION/ELEVATION WELL
 JK0947
 JK0947  HISTORY     - Date     Condition        Report By
 JK0947  HISTORY     - 1984     MONUMENTED       NGS
 JK0947
 JK0947                          STATION DESCRIPTION
 JK0947
 JK0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0947'8.8 KM (5.45 MI) WEST FROM CANON CITY.
 JK0947'8.8 KM (5.45 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JK0947'WITH STATE HIGHWAY 115 IN CANON CITY, IN A LARGE EXPOSED AREA OF
 JK0947'BEDROCK IN A HIGHWAY CUT, 57.0 M (187.0 FT) NORTHWEST OF THE
 JK0947'SOUTHEAST END OF THE CUT, 8.6 M (28.2 FT) SOUTHWEST OF THE CENTERLINE
 JK0947'OF THE HIGHWAY, AND 0.2 M (0.7 FT) SOUTHWEST OF THE NORTHEAST EDGE OF
 JK0947'THE CUT.
 JK0947'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JK0947'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0685 ***********************************************************************
 JJ0685  DESIGNATION -  C 432
 JJ0685  PID         -  JJ0685
 JJ0685  STATE/COUNTY-  CO/OTERO
 JJ0685  USGS QUAD   -  CHERAW (1979)
 JJ0685
 JJ0685                         *CURRENT SURVEY CONTROL
 JJ0685  ___________________________________________________________________
 JJ0685* NAD 83(1992)-  38 00 46.21537(N)    103 31 43.63842(W)     ADJUSTED  
 JJ0685* NAVD 88     -      1257.150  (meters)    4124.50   (feet)  ADJUSTED  
 JJ0685  ___________________________________________________________________
 JJ0685  X           -  -1,177,278.231 (meters)                     COMP
 JJ0685  Y           -  -4,892,885.054 (meters)                     COMP
 JJ0685  Z           -   3,907,327.358 (meters)                     COMP
 JJ0685  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 JJ0685  ELLIP HEIGHT-        1235.11  (meters)          (10/21/02) GPS OBS
 JJ0685  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 JJ0685  DYNAMIC HT  -        1255.882 (meters)    4120.34  (feet)  COMP
 JJ0685  MODELED GRAV-     979,577.3   (mgal)                       NAVD 88
 JJ0685
 JJ0685  HORZ ORDER  -  FIRST
 JJ0685  VERT ORDER  -  FIRST     CLASS II
 JJ0685  ELLP ORDER  -  FIFTH     CLASS I
 JJ0685
 JJ0685.The horizontal coordinates were established by GPS observations
 JJ0685.and adjusted by the National Geodetic Survey in June 2000..
 JJ0685
 JJ0685.The orthometric height was determined by differential leveling
 JJ0685.and adjusted by the National Geodetic Survey in June 1991..
 JJ0685
 JJ0685.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JJ0685
 JJ0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0685
 JJ0685.The ellipsoidal height was determined by GPS observations
 JJ0685.and is referenced to NAD 83.
 JJ0685
 JJ0685.The geoid height was determined by GEOID03.
 JJ0685
 JJ0685.The dynamic height is computed by dividing the NAVD 88
 JJ0685.geopotential number by the normal gravity value computed on the
 JJ0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0685.degrees latitude (g = 980.6199 gals.).
 JJ0685
 JJ0685.The modeled gravity was interpolated from observed gravity values.
 JJ0685
 JJ0685;                    North         East     Units Scale Factor Converg.
 JJ0685;SPC CO S     -   456,031.208 1,087,486.544   MT  0.99995024   +1 12 32.8
 JJ0685;SPC CO S     - 1,496,162.39  3,567,862.10   sFT  0.99995024   +1 12 32.8
 JJ0685;UTM  13      - 4,208,260.638   629,149.386   MT  0.99980543   +0 54 22.2
 JJ0685
 JJ0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0685!SPC CO S     -   0.99980623  x   0.99995024  =   0.99975648
 JJ0685!UTM  13      -   0.99980623  x   0.99980543  =   0.99961170
 JJ0685
 JJ0685                          SUPERSEDED SURVEY CONTROL
 JJ0685
 JJ0685  ELLIP H (06/30/00) 1235.11   (m)                       GP(       ) 1 1
 JJ0685  NAVD 88 (06/30/00) 1257.15   (m)         4124.5    (f) LEVELING    3  
 JJ0685
 JJ0685.Superseded values are not recommended for survey control.
 JJ0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0685.See file dsdata.txt to determine how the superseded data were derived.
 JJ0685
 JJ0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC2914908261(NAD 83)
 JJ0685_MARKER: I = METAL ROD
 JJ0685_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JJ0685_SP_SET: STAINLESS STEEL ROD
 JJ0685_STAMPING: C 432 1985
 JJ0685_MARK LOGO: NGS   
 JJ0685_PROJECTION: FLUSH
 JJ0685_MAGNETIC: I = MARKER IS A STEEL ROD
 JJ0685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0685+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1999
 JJ0685_ROD/PIPE-DEPTH: 3.7  meters
 JJ0685
 JJ0685  HISTORY     - Date     Condition        Report By
 JJ0685  HISTORY     - 1985     MONUMENTED       NGS
 JJ0685  HISTORY     - 19990422 GOOD             NGS
 JJ0685
 JJ0685                          STATION DESCRIPTION
 JJ0685
 JJ0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JJ0685'4.5 KM (2.8 MI) NE FROM LA JUNTA.
 JJ0685'1.6 KM (1.0 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE SANTA FE
 JJ0685'RAILROAD STATION IN LA JUNTA, THENCE 2.9 KM (1.8 MI) NORTHERLY ALONG
 JJ0685'STATE HIGHWAY 109, 0.9 KM (0.55 MI) NORTH OF A HIGHWAY BRIDGE SPANNING
 JJ0685'THE FORT LYON CANAL, 0.2 KM (0.1 MI) SOUTH OF THE CREST OF A HILL,
 JJ0685'22.1 M (72.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 6.5 M
 JJ0685'(21.3 FT) NORTH OF THE CENTER OF A TRACK ROAD LEADING EAST, 0.6 M
 JJ0685'(2.0 FT) NORTH OF A 4- BY 8-FT WOODEN FENCE POST, AND 0.3 M (1.0 FT)
 JJ0685'WEST OF A FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 JJ0685'LOGO CAP.
 JJ0685'THE MARK IS 0.3 METERS  NNE FROM  A WITNESS POST
 JJ0685'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JJ0685
 JJ0685                          STATION RECOVERY (1999)
 JJ0685
 JJ0685'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 JJ0685'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH-SOUTHWEST OF
 JJ0685'CHERAW, 1.5 MI (2.4 KM) NORTH OF LA JUNTA AND 0.5 MI (0.8 KM) NORTH OF
 JJ0685'FORT LYON CANAL, IN THE SOUTHEAST 1/4 OF SECTION 26, T 23 S, R 55 W,
 JJ0685'AT STATE HIGHWAY 109 MILEPOST 58.3.  OWNERSHIP--COLORADO DEPT.  OF
 JJ0685'TRANSPORTATION RIGHT-OF-WAY
 JJ0685'TO REACH THE STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY 50 AND
 JJ0685'STATE HIGHWAY 109 IN LA JUNTA, GO NORTH ON STATE HIGHWAY 109 FOR 1.8
 JJ0685'MI (2.9 KM) TO THE STATION ON THE RIGHT.  IT IS 0.9 MI (1.4 KM) NORTH
 JJ0685'OF THE FORT LYON CANAL AND 0.2 MI (0.3 KM) SOUTH OF THE CREST OF A
 JJ0685'HILL
 JJ0685'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 JJ0685'TO REFUSAL, ENCASED IN A 5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY
 JJ0685'A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 22.1 M (72.5 FT) EAST
 JJ0685'FROM THE CENTERLINE OF THE HIGHWAY, 6.5 M (21.3 FT) NORTH FROM A TRACK
 JJ0685'ROAD LEADING EAST, 0.9 M (3.0 FT) NORTH-NORTHWEST FROM A WITNESS POST,
 JJ0685'0.3 M (1.0 FT) EAST FROM A FENCE AND ABOUT THE SAME LEVEL AS THE
 JJ0685'HIGHWAY
 JJ0685'NOTE--A TALL TRIPOD OR A FIXED HEIGHT TRIPOD IS NEEDED TO OCCUPY THE
 JJ0685'POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0665 ***********************************************************************
 JJ0665  DESIGNATION -  C 433
 JJ0665  PID         -  JJ0665
 JJ0665  STATE/COUNTY-  CO/BENT
 JJ0665  USGS QUAD   -  PROWERS (1953)
 JJ0665
 JJ0665                         *CURRENT SURVEY CONTROL
 JJ0665  ___________________________________________________________________
 JJ0665* NAD 83(1986)-  38 04 48.     (N)    102 46 42.     (W)     SCALED    
 JJ0665* NAVD 88     -      1127.786  (meters)    3700.08   (feet)  ADJUSTED  
 JJ0665  ___________________________________________________________________
 JJ0665  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 JJ0665  DYNAMIC HT  -        1126.706 (meters)    3696.53  (feet)  COMP
 JJ0665  MODELED GRAV-     979,633.2   (mgal)                       NAVD 88
 JJ0665
 JJ0665  VERT ORDER  -  FIRST     CLASS II
 JJ0665
 JJ0665.The horizontal coordinates were scaled from a topographic map and have
 JJ0665.an estimated accuracy of +/- 6 seconds.
 JJ0665
 JJ0665.The orthometric height was determined by differential leveling
 JJ0665.and adjusted by the National Geodetic Survey in June 1991..
 JJ0665
 JJ0665.The geoid height was determined by GEOID03.
 JJ0665
 JJ0665.The dynamic height is computed by dividing the NAVD 88
 JJ0665.geopotential number by the normal gravity value computed on the
 JJ0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0665.degrees latitude (g = 980.6199 gals.).
 JJ0665
 JJ0665.The modeled gravity was interpolated from observed gravity values.
 JJ0665
 JJ0665;                    North         East    Units  Estimated Accuracy
 JJ0665;SPC CO S     -   465,140.    1,153,150.      MT  (+/- 180 meters Scaled)
 JJ0665
 JJ0665                          SUPERSEDED SURVEY CONTROL
 JJ0665
 JJ0665.No superseded survey control is available for this station.
 JJ0665
 JJ0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC948170(NAD 83)
 JJ0665_MARKER: DB = BENCH MARK DISK
 JJ0665_SETTING: 66 = SET IN ROCK OUTCROP
 JJ0665_SP_SET: ROCK OUTCROP
 JJ0665_STAMPING: C 433 1985
 JJ0665_MARK LOGO: NGS   
 JJ0665_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JJ0665+STABILITY: POSITION/ELEVATION WELL
 JJ0665
 JJ0665  HISTORY     - Date     Condition        Report By
 JJ0665  HISTORY     - 1985     MONUMENTED       NGS
 JJ0665
 JJ0665                          STATION DESCRIPTION
 JJ0665
 JJ0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JJ0665'14.4 KM (8.95 MI) WEST FROM LAMAR.
 JJ0665'14.4 KM (8.95 MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 JJ0665'STATION IN LAMAR, NEAR THE CENTER OF A 2- BY 4-FT EXPOSED AREA OF
 JJ0665'OUTCROPPING BEDROCK, 134.1 M (440.0 FT) SOUTH OF THE NEAR RAIL, 109.7
 JJ0665'M (359.9 FT) SOUTH OF THE CENTER OF COUNTY ROAD HH, 33.5 M (109.9 FT)
 JJ0665'SOUTH OF THE CENTER OF THE BENT CANAL, 10.7 M (35.1 FT) EAST OF THE
 JJ0665'CENTER OF A DIRT ROAD, AND 6.1 M (20.0 FT) WEST OF A FENCE.
 JJ0665'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JJ0665'THE MARK IS 0.5 M ABOVE THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0695 ***********************************************************************
 JJ0695  DESIGNATION -  C 434
 JJ0695  PID         -  JJ0695
 JJ0695  STATE/COUNTY-  CO/OTERO
 JJ0695  USGS QUAD   -  MANZANOLA (1954)
 JJ0695
 JJ0695                         *CURRENT SURVEY CONTROL
 JJ0695  ___________________________________________________________________
 JJ0695* NAD 83(1986)-  38 05 51.     (N)    103 49 52.     (W)     SCALED    
 JJ0695* NAVD 88     -      1292.380  (meters)    4240.08   (feet)  ADJUSTED  
 JJ0695  ___________________________________________________________________
 JJ0695  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 JJ0695  DYNAMIC HT  -        1291.075 (meters)    4235.80  (feet)  COMP
 JJ0695  MODELED GRAV-     979,575.2   (mgal)                       NAVD 88
 JJ0695
 JJ0695  VERT ORDER  -  FIRST     CLASS II
 JJ0695
 JJ0695.The horizontal coordinates were scaled from a topographic map and have
 JJ0695.an estimated accuracy of +/- 6 seconds.
 JJ0695
 JJ0695.The orthometric height was determined by differential leveling
 JJ0695.and adjusted by the National Geodetic Survey in June 1991..
 JJ0695
 JJ0695.The geoid height was determined by GEOID03.
 JJ0695
 JJ0695.The dynamic height is computed by dividing the NAVD 88
 JJ0695.geopotential number by the normal gravity value computed on the
 JJ0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0695.degrees latitude (g = 980.6199 gals.).
 JJ0695
 JJ0695.The modeled gravity was interpolated from observed gravity values.
 JJ0695
 JJ0695;                    North         East    Units  Estimated Accuracy
 JJ0695;SPC CO S     -   464,910.    1,060,780.      MT  (+/- 180 meters Scaled)
 JJ0695
 JJ0695                          SUPERSEDED SURVEY CONTROL
 JJ0695
 JJ0695.No superseded survey control is available for this station.
 JJ0695
 JJ0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC024172(NAD 83)
 JJ0695_MARKER: I = METAL ROD
 JJ0695_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JJ0695_SP_SET: STAINLESS STEEL ROD
 JJ0695_STAMPING: C 434 1985
 JJ0695_MARK LOGO: NGS   
 JJ0695_PROJECTION: FLUSH
 JJ0695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0695_ROD/PIPE-DEPTH: 12.8 meters
 JJ0695
 JJ0695  HISTORY     - Date     Condition        Report By
 JJ0695  HISTORY     - 1985     MONUMENTED       NGS
 JJ0695
 JJ0695                          STATION DESCRIPTION
 JJ0695
 JJ0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JJ0695'10.9 KM (6.8 MI) WEST FROM ROCKY FORD.
 JJ0695'10.9 KM (6.75 MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 JJ0695'STATION IN ROCKY FORD, 59.7 M (195.9 FT) NORTHWEST OF THE EXTENDED
 JJ0695'CENTER OF COUNTY ROAD 13.5, 30.8 M (101.0 FT) SOUTHEAST OF THE CENTER
 JJ0695'OF A PRIVATE DRIVE CROSSING THE TRACKS, 15.1 M (49.5 FT) SOUTHWEST OF
 JJ0695'THE CENTERLINE OF THE EASTBOUND LANES OF U.S. HIGHWAY 50, 8.6 M (28.2
 JJ0695'FT) NORTHEAST OF THE NEAR RAIL, AND 1.4 M (4.6 FT) NORTHWEST OF A
 JJ0695'UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 JJ0695'LOGO CAP.
 JJ0695'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 JJ0695'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE7692 ***********************************************************************
 AE7692  DESIGNATION -  C 435 RESET
 AE7692  PID         -  AE7692
 AE7692  STATE/COUNTY-  CO/BACA
 AE7692  USGS QUAD   -  CAMPO (1978)
 AE7692
 AE7692                         *CURRENT SURVEY CONTROL
 AE7692  ___________________________________________________________________
 AE7692* NAD 83(1986)-  37 03 24.     (N)    102 33 40.     (W)     SCALED    
 AE7692* NAVD 88     -      1312.42   (meters)    4305.8    (feet)  RESET     
 AE7692  ___________________________________________________________________
 AE7692  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 AE7692
 AE7692  VERT ORDER  -  THIRD
 AE7692
 AE7692.The horizontal coordinates were scaled from a topographic map and have
 AE7692.an estimated accuracy of +/- 6 seconds.
 AE7692
 AE7692.The orthometric height was computed from unverified reset data.
 AE7692
 AE7692.The geoid height was determined by GEOID03.
 AE7692
 AE7692;                    North         East    Units  Estimated Accuracy
 AE7692;SPC CO S     -   352,200.    1,175,770.      MT  (+/- 180 meters Scaled)
 AE7692
 AE7692                          SUPERSEDED SURVEY CONTROL
 AE7692
 AE7692.No superseded survey control is available for this station.
 AE7692
 AE7692_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB168039(NAD 83)
 AE7692_MARKER: I = METAL ROD
 AE7692_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE7692_STAMPING: C 435 RESET 1994
 AE7692_MARK LOGO: NGS   
 AE7692_PROJECTION: FLUSH
 AE7692_MAGNETIC: I = MARKER IS A STEEL ROD
 AE7692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7692+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AE7692_ROD/PIPE-DEPTH: 6.1  meters
 AE7692
 AE7692  HISTORY     - Date     Condition        Report By
 AE7692  HISTORY     - 1994     MONUMENTED       NGS
 AE7692
 AE7692                          STATION DESCRIPTION
 AE7692
 AE7692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RSC)
 AE7692'37.8 KM (23.50 MI) NORTHERLY ALONG U.  S.  HIGHWAY 287 385 FROM THE
 AE7692'COURTHOUSE IN BOISE CITY, OKLAHOMA, AT U.  S.  HIGHWAY 287 385
 AE7692'MILEPOST 5.15.  THE MARK IS THE TOP OF A 6.1 M (20.0 FT) LONG
 AE7692'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCLOSED IN A 5-INCH PVC PIPE
 AE7692'WITH LOGO LID, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.
 AE7692'IT IS 12.0 M (39.4 FT) EAST FROM THE CENTER LINE OF U.  S. HIGHWAY 287
 AE7692'385, 0.9 M (3.0 FT) WEST FROM THE RIGHT-OF-WAY FENCE, 0.5 M (1.6 FT)
 AE7692'NORTH FROM A WITNESS POST AND ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0251 ***********************************************************************
 HJ0251  DESIGNATION -  C 436
 HJ0251  PID         -  HJ0251
 HJ0251  STATE/COUNTY-  CO/BACA
 HJ0251  USGS QUAD   -  HORSE CREEK SPRINGS (1971)
 HJ0251
 HJ0251                         *CURRENT SURVEY CONTROL
 HJ0251  ___________________________________________________________________
 HJ0251* NAD 83(1986)-  37 32 44.     (N)    102 37 11.     (W)     SCALED    
 HJ0251* NAVD 88     -      1324.723  (meters)    4346.20   (feet)  ADJUSTED  
 HJ0251  ___________________________________________________________________
 HJ0251  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 HJ0251  DYNAMIC HT  -        1323.342 (meters)    4341.66  (feet)  COMP
 HJ0251  MODELED GRAV-     979,541.4   (mgal)                       NAVD 88
 HJ0251
 HJ0251  VERT ORDER  -  FIRST     CLASS II
 HJ0251
 HJ0251.The horizontal coordinates were scaled from a topographic map and have
 HJ0251.an estimated accuracy of +/- 6 seconds.
 HJ0251
 HJ0251.The orthometric height was determined by differential leveling
 HJ0251.and adjusted by the National Geodetic Survey in June 1991..
 HJ0251
 HJ0251.The geoid height was determined by GEOID03.
 HJ0251
 HJ0251.The dynamic height is computed by dividing the NAVD 88
 HJ0251.geopotential number by the normal gravity value computed on the
 HJ0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0251.degrees latitude (g = 980.6199 gals.).
 HJ0251
 HJ0251.The modeled gravity was interpolated from observed gravity values.
 HJ0251
 HJ0251;                    North         East    Units  Estimated Accuracy
 HJ0251;SPC CO S     -   406,270.    1,168,890.      MT  (+/- 180 meters Scaled)
 HJ0251
 HJ0251                          SUPERSEDED SURVEY CONTROL
 HJ0251
 HJ0251.No superseded survey control is available for this station.
 HJ0251
 HJ0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB102580(NAD 83)
 HJ0251_MARKER: I = METAL ROD
 HJ0251_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HJ0251_SP_SET: STAINLESS STEEL ROD
 HJ0251_STAMPING: C 436 1985
 HJ0251_MARK LOGO: NGS   
 HJ0251_PROJECTION: FLUSH
 HJ0251_MAGNETIC: I = MARKER IS A STEEL ROD
 HJ0251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HJ0251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HJ0251+SATELLITE: SATELLITE OBSERVATIONS - September 04, 1996
 HJ0251_ROD/PIPE-DEPTH: 10.7 meters
 HJ0251
 HJ0251  HISTORY     - Date     Condition        Report By
 HJ0251  HISTORY     - 1985     MONUMENTED       NGS
 HJ0251  HISTORY     - 19960904 GOOD             CODOT
 HJ0251
 HJ0251                          STATION DESCRIPTION
 HJ0251
 HJ0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HJ0251'15.5 KM (9.65 MI) NORTH FROM SPRINGFIELD.
 HJ0251'15.5 KM (9.65 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 HJ0251'IN SPRINGFIELD, 41.5 M (136.2 FT) NORTHWEST OF THE NORTHWEST CORNER OF
 HJ0251'HIGHWAY BRIDGE NUMBER N26P, 30.5 M (100.1 FT) WEST OF MILEPOST 40,
 HJ0251'25.5 M (83.7 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 14.5 M
 HJ0251'(47.6 FT) WEST-SOUTHWEST OF THE NORTH END OF A GUARD RAIL.
 HJ0251'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HJ0251'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 HJ0251'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HJ0251
 HJ0251                          STATION RECOVERY (1996)
 HJ0251
 HJ0251'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (PGG)
 HJ0251'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0402 ***********************************************************************
 HL0402  DESIGNATION -  C 437
 HL0402  PID         -  HL0402
 HL0402  STATE/COUNTY-  CO/SAN JUAN
 HL0402  USGS QUAD   -  ENGINEER MOUNTAIN (1975)
 HL0402
 HL0402                         *CURRENT SURVEY CONTROL
 HL0402  ___________________________________________________________________
 HL0402* NAD 83(1986)-  37 42 15.     (N)    107 46 07.     (W)     SCALED    
 HL0402* NAVD 88     -      3176.818  (meters)   10422.61   (feet)  ADJUSTED  
 HL0402  ___________________________________________________________________
 HL0402  GEOID HEIGHT-         -15.85  (meters)                     GEOID03
 HL0402  DYNAMIC HT  -        3172.201 (meters)   10407.46  (feet)  COMP
 HL0402  MODELED GRAV-     979,059.9   (mgal)                       NAVD 88
 HL0402
 HL0402  VERT ORDER  -  FIRST     CLASS II
 HL0402
 HL0402.The horizontal coordinates were scaled from a topographic map and have
 HL0402.an estimated accuracy of +/- 6 seconds.
 HL0402
 HL0402.The orthometric height was determined by differential leveling
 HL0402.and adjusted by the National Geodetic Survey in June 1991..
 HL0402
 HL0402.The geoid height was determined by GEOID03.
 HL0402
 HL0402.The dynamic height is computed by dividing the NAVD 88
 HL0402.geopotential number by the normal gravity value computed on the
 HL0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0402.degrees latitude (g = 980.6199 gals.).
 HL0402
 HL0402.The modeled gravity was interpolated from observed gravity values.
 HL0402
 HL0402;                    North         East    Units  Estimated Accuracy
 HL0402;SPC CO S     -   422,380.      714,380.      MT  (+/- 180 meters Scaled)
 HL0402
 HL0402                          SUPERSEDED SURVEY CONTROL
 HL0402
 HL0402.No superseded survey control is available for this station.
 HL0402
 HL0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB559766(NAD 83)
 HL0402_MARKER: DB = BENCH MARK DISK
 HL0402_SETTING: 66 = SET IN ROCK OUTCROP
 HL0402_SP_SET: ROCK OUTCROP
 HL0402_STAMPING: C 437 1985
 HL0402_MARK LOGO: NGS   
 HL0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0402
 HL0402  HISTORY     - Date     Condition        Report By
 HL0402  HISTORY     - 1985     MONUMENTED       NGS
 HL0402  HISTORY     - 19910708 GOOD             USPSQD
 HL0402
 HL0402                          STATION DESCRIPTION
 HL0402
 HL0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0402'20.7 KM (12.85 MI) SOUT FROM SILVERTON.
 HL0402'20.7 KM (12.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 HL0402'WITH STATE HIGHWAY 110 IN SILVERTON, IN TOP OF A 4- BY 150-FOOT ROCK
 HL0402'LEDGE IN A HIGHWAY CUT, 1.3 KM (0.8 MI) NORTHEAST OF COAL BANK PASS,
 HL0402'124.0 M (406.8 FT) NORTH OF THE SOUTH END OF A GUARDRAIL, AND 6.0 M
 HL0402'(19.8 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 HL0402'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 HL0402'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
 HL0402
 HL0402                          STATION RECOVERY (1991)
 HL0402
 HL0402'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0374 ***********************************************************************
 HL0374  DESIGNATION -  C 438
 HL0374  PID         -  HL0374
 HL0374  STATE/COUNTY-  CO/LA PLATA
 HL0374  USGS QUAD   -  HERMOSA (1963)
 HL0374
 HL0374                         *CURRENT SURVEY CONTROL
 HL0374  ___________________________________________________________________
 HL0374* NAD 83(1986)-  37 28 29.     (N)    107 48 36.     (W)     SCALED    
 HL0374* NAVD 88     -      2233.003  (meters)    7326.11   (feet)  ADJUSTED  
 HL0374  ___________________________________________________________________
 HL0374  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 HL0374  DYNAMIC HT  -        2230.066 (meters)    7316.47  (feet)  COMP
 HL0374  MODELED GRAV-     979,235.5   (mgal)                       NAVD 88
 HL0374
 HL0374  VERT ORDER  -  FIRST     CLASS II
 HL0374
 HL0374.The horizontal coordinates were scaled from a topographic map and have
 HL0374.an estimated accuracy of +/- 6 seconds.
 HL0374
 HL0374.The orthometric height was determined by differential leveling
 HL0374.and adjusted by the National Geodetic Survey in June 1991..
 HL0374
 HL0374.The geoid height was determined by GEOID03.
 HL0374
 HL0374.The dynamic height is computed by dividing the NAVD 88
 HL0374.geopotential number by the normal gravity value computed on the
 HL0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0374.degrees latitude (g = 980.6199 gals.).
 HL0374
 HL0374.The modeled gravity was interpolated from observed gravity values.
 HL0374
 HL0374;                    North         East    Units  Estimated Accuracy
 HL0374;SPC CO S     -   397,010.      710,100.      MT  (+/- 180 meters Scaled)
 HL0374
 HL0374                          SUPERSEDED SURVEY CONTROL
 HL0374
 HL0374.No superseded survey control is available for this station.
 HL0374
 HL0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB515512(NAD 83)
 HL0374_MARKER: DB = BENCH MARK DISK
 HL0374_SETTING: 66 = SET IN ROCK OUTCROP
 HL0374_SP_SET: ROCK OUTCROP
 HL0374_STAMPING: C 438 1985
 HL0374_MARK LOGO: NGS   
 HL0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0374
 HL0374  HISTORY     - Date     Condition        Report By
 HL0374  HISTORY     - 1985     MONUMENTED       NGS
 HL0374
 HL0374                          STATION DESCRIPTION
 HL0374
 HL0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0374'20.8 KM (12.9 MI) NORTH FROM DURANGO.
 HL0374'20.8 KM (12.9 MI) NORTHERLY ALONG U.S. HIGHWAY 550 FROM THE DURANGO
 HL0374'COMMUNITY HOSPITAL IN DURANGO, SET VERTICALLY IN THE NORTHEAST FACE OF
 HL0374'AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, AND 14.6 M (47.9 FT)
 HL0374'SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY.
 HL0374'THE MARK IS 2.0 METERS  SE FROM  A WITNESS POST
 HL0374'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0445 ***********************************************************************
 HL0445  DESIGNATION -  C 439
 HL0445  PID         -  HL0445
 HL0445  STATE/COUNTY-  CO/OURAY
 HL0445  USGS QUAD   -  IRONTON (1972)
 HL0445
 HL0445                         *CURRENT SURVEY CONTROL
 HL0445  ___________________________________________________________________
 HL0445* NAD 83(1992)-  37 56 04.36953(N)    107 40 52.55803(W)     ADJUSTED  
 HL0445* NAVD 88     -      3008.183  (meters)    9869.35   (feet)  ADJUSTED  
 HL0445  ___________________________________________________________________
 HL0445  X           -  -1,530,531.666 (meters)                     COMP
 HL0445  Y           -  -4,801,208.907 (meters)                     COMP
 HL0445  Z           -   3,901,556.366 (meters)                     COMP
 HL0445  LAPLACE CORR-           4.51  (seconds)                    DEFLEC99
 HL0445  ELLIP HEIGHT-        2992.79  (meters)          (12/03/02) GPS OBS
 HL0445  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 HL0445  DYNAMIC HT  -        3003.792 (meters)    9854.94  (feet)  COMP
 HL0445  MODELED GRAV-     979,060.8   (mgal)                       NAVD 88
 HL0445
 HL0445  HORZ ORDER  -  FIRST
 HL0445  VERT ORDER  -  FIRST     CLASS II
 HL0445  ELLP ORDER  -  FOURTH    CLASS II
 HL0445
 HL0445.The horizontal coordinates were established by GPS observations
 HL0445.and adjusted by the National Geodetic Survey in March 1999..
 HL0445
 HL0445.The orthometric height was determined by differential leveling
 HL0445.and adjusted by the National Geodetic Survey in June 1991..
 HL0445
 HL0445.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HL0445
 HL0445.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0445
 HL0445.The ellipsoidal height was determined by GPS observations
 HL0445.and is referenced to NAD 83.
 HL0445
 HL0445.The geoid height was determined by GEOID03.
 HL0445
 HL0445.The dynamic height is computed by dividing the NAVD 88
 HL0445.geopotential number by the normal gravity value computed on the
 HL0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0445.degrees latitude (g = 980.6199 gals.).
 HL0445
 HL0445.The modeled gravity was interpolated from observed gravity values.
 HL0445
 HL0445;                    North         East     Units Scale Factor Converg.
 HL0445;SPC CO S     -   447,754.049   722,673.305   MT  0.99994693   -1 20 16.6
 HL0445;SPC CO S     - 1,469,006.41  2,370,970.67   sFT  0.99994693   -1 20 16.6
 HL0445;UTM  13      - 4,201,943.853   264,361.724   MT  1.00028393   -1 38 56.7
 HL0445
 HL0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0445!SPC CO S     -   0.99953061  x   0.99994693  =   0.99947756
 HL0445!UTM  13      -   0.99953061  x   1.00028393  =   0.99981440
 HL0445
 HL0445                          SUPERSEDED SURVEY CONTROL
 HL0445
 HL0445  ELLIP H (03/16/99) 2992.80   (m)                       GP(       ) 4 1
 HL0445  NAVD 88 (03/16/99) 3008.18   (m)         9869.3    (f) LEVELING    3  
 HL0445
 HL0445.Superseded values are not recommended for survey control.
 HL0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0445.See file dsdata.txt to determine how the superseded data were derived.
 HL0445
 HL0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC6436201944(NAD 83)
 HL0445_MARKER: DB = BENCH MARK DISK
 HL0445_SETTING: 66 = SET IN ROCK OUTCROP
 HL0445_SP_SET: ROCK OUTCROP
 HL0445_STAMPING: C 439 1985
 HL0445_MARK LOGO: NGS   
 HL0445_PROJECTION: FLUSH
 HL0445_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HL0445_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0445+STABILITY: POSITION/ELEVATION WELL
 HL0445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HL0445+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1998
 HL0445
 HL0445  HISTORY     - Date     Condition        Report By
 HL0445  HISTORY     - 1985     MONUMENTED       NGS
 HL0445  HISTORY     - 19910630 GOOD             USPSQD
 HL0445  HISTORY     - 19980715 GOOD             CODOT
 HL0445
 HL0445                          STATION DESCRIPTION
 HL0445
 HL0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0445'14.0 KM (8.7 MI) SOUTH FROM OURAY.
 HL0445'14.0 KM (8.7 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM THE POST OFFICE
 HL0445'IN OURAY, SET IN BEDROCK 0.4 M (1.3 FT) BELOW THE GROUND SURFACE AND
 HL0445'ENCASED IN A 5-INCH PVC PIPE, 96.0 M (315.0 FT) SOUTHWEST OF A
 HL0445'GRAVELED ROAD, 29.1 M (95.5 FT) NORTHEAST OF THE NORTHWEST END OF A
 HL0445'24-INCH PIPE CULVERT, AND 13.5 M (44.3 FT) NORTHWEST OF THE CENTERLINE
 HL0445'OF THE HIGHWAY.  NOTE--ACCESS TO THE DISK IS HAD THROUGH A 5-INCH LOGO
 HL0445'CAP.
 HL0445'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 HL0445'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 HL0445
 HL0445                          STATION RECOVERY (1991)
 HL0445
 HL0445'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0445'RECOVERED IN GOOD CONDITION.
 HL0445
 HL0445                          STATION RECOVERY (1998)
 HL0445
 HL0445'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (RSC)
 HL0445'THE STATION IS LOCATED ABOUT 10 MI (16.1 KM) EAST OF TELLURIDE, 5 MI
 HL0445'(8.0 KM) SOUTH OF OURAY AND 5 MI (8.0 KM) NORTH-NORTHEAST OF RED
 HL0445'MOUNTAIN PASS, AT U.  S.  HIGHWAY 550 MILEPOST 84.65.  OWNERSHIP-- TO
 HL0445'REACH THE STATION FROM THE POST OFFICE IN OURAY, GO SOUTHERLY ON U.
 HL0445'S.  HIGHWAY 550 FOR 8.7 MI (14.0 KM) TO THE STATION ON THE RIGHT AT
 HL0445'THE BASE OF AN OLD TAILING PILE THE MARK IS A STANDARD DISK SET IN A
 HL0445'DRILL HOLE IN BED ROCK 0.4 M (1.3 FT) BELOW THE GROUND SURFACE AND
 HL0445'ENCASED IN A 5-INCH PVC PIPE, IT IS 96.0 M (315.0 FT) SOUTHWEST FROM A
 HL0445'GRAVELED ROAD, 29.1 M (95.5 FT) NORTHEAST FROM THE NORTHWEST END OF A
 HL0445'24-INCH PIPE CULVERT, 13.5 M (44.3 FT) NORTHWEST FROM THE CENTER LINE
 HL0445'OF THE HIGHWAY, 0.9 M (3.0 FT) EAST FROM THE BASE OF A TAILINGS PILE,
 HL0445'0.3 M (1.0 FT) NORTHEAST FROM A WITNESS POST AND ABOUT 1.2 M (3.9 FT)
 HL0445'ABOVE THE HIGHWAY THIS MARK WILL NEED A SMALL BRASS BRUSH TO CLEAN THE
 HL0445'TOP OF THE DISK OFF TO READ THE STAMPING AND A SMALL LIGHT OR MIRROR
 HL0445'TO GET PLUMB OVER THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0415 ***********************************************************************
 LK0415  DESIGNATION -  C 439
 LK0415  PID         -  LK0415
 LK0415  STATE/COUNTY-  CO/LOGAN
 LK0415  USGS QUAD   -  PEETZ (1953)
 LK0415
 LK0415                         *CURRENT SURVEY CONTROL
 LK0415  ___________________________________________________________________
 LK0415* NAD 83(1986)-  40 54 18.     (N)    103 06 56.     (W)     SCALED    
 LK0415* NAVD 88     -      1275.910  (meters)    4186.05   (feet)  ADJUSTED  
 LK0415  ___________________________________________________________________
 LK0415  GEOID HEIGHT-         -19.61  (meters)                     GEOID03
 LK0415  DYNAMIC HT  -        1274.989 (meters)    4183.03  (feet)  COMP
 LK0415  MODELED GRAV-     979,857.6   (mgal)                       NAVD 88
 LK0415
 LK0415  VERT ORDER  -  FIRST     CLASS II
 LK0415
 LK0415.The horizontal coordinates were scaled from a topographic map and have
 LK0415.an estimated accuracy of +/- 6 seconds.
 LK0415
 LK0415.The orthometric height was determined by differential leveling
 LK0415.and adjusted by the National Geodetic Survey in June 1991..
 LK0415
 LK0415.The geoid height was determined by GEOID03.
 LK0415
 LK0415.The dynamic height is computed by dividing the NAVD 88
 LK0415.geopotential number by the normal gravity value computed on the
 LK0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0415.degrees latitude (g = 980.6199 gals.).
 LK0415
 LK0415.The modeled gravity was interpolated from observed gravity values.
 LK0415
 LK0415;                    North         East    Units  Estimated Accuracy
 LK0415;SPC CO N     -   482,010.    1,115,290.      MT  (+/- 180 meters Scaled)
 LK0415
 LK0415                          SUPERSEDED SURVEY CONTROL
 LK0415
 LK0415.No superseded survey control is available for this station.
 LK0415
 LK0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF587299(NAD 83)
 LK0415_MARKER: I = METAL ROD
 LK0415_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0415_SP_SET: STAINLESS STEEL ROD
 LK0415_STAMPING: C 439 1985
 LK0415_MARK LOGO: NGS   
 LK0415_PROJECTION: FLUSH
 LK0415_MAGNETIC: I = MARKER IS A STEEL ROD
 LK0415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0415+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1995
 LK0415_ROD/PIPE-DEPTH: 6.1  meters
 LK0415
 LK0415  HISTORY     - Date     Condition        Report By
 LK0415  HISTORY     - 1985     MONUMENTED       NGS
 LK0415  HISTORY     - 19950209 GOOD             MSAM
 LK0415
 LK0415                          STATION DESCRIPTION
 LK0415
 LK0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LK0415'6.6 KM (4.1 MI) SOUTH FROM PEETZ.
 LK0415'0.24 KM (0.15 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE AT
 LK0415'PEETZ, THENCE 6.4 KM (3.95 MI) SOUTH ALONG STATE ROUTE 113, 0.6 KM
 LK0415'(0.4 MI) NORTH OF A BRIDGE OVER A SMALL CREEK, 14.3 METERS (46.8 FT)
 LK0415'WEST OF THE HIGHWAY CENTERLINE, 0.85 METER (2.8 FT) EAST OF A FENCE
 LK0415'AND 0.8 METER (2.6 FT) NORTH OF A POWER POLE.  NOTE--ACCESS TO DATUM
 LK0415'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LK0415'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LK0415'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 LK0415
 LK0415                          STATION RECOVERY (1995)
 LK0415
 LK0415'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0415'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0436 ***********************************************************************
 HL0436  DESIGNATION -  C 440
 HL0436  PID         -  HL0436
 HL0436  STATE/COUNTY-  CO/SAN JUAN
 HL0436  USGS QUAD   -  IRONTON (1972)
 HL0436
 HL0436                         *CURRENT SURVEY CONTROL
 HL0436  ___________________________________________________________________
 HL0436* NAD 83(1986)-  37 53 06.     (N)    107 43 23.     (W)     SCALED    
 HL0436* NAVD 88     -      3295.170  (meters)   10810.90   (feet)  ADJUSTED  
 HL0436  ___________________________________________________________________
 HL0436  GEOID HEIGHT-         -15.51  (meters)                     GEOID03
 HL0436  DYNAMIC HT  -        3290.215 (meters)   10794.65  (feet)  COMP
 HL0436  MODELED GRAV-     979,005.7   (mgal)                       NAVD 88
 HL0436
 HL0436  VERT ORDER  -  FIRST     CLASS II
 HL0436
 HL0436.The horizontal coordinates were scaled from a topographic map and have
 HL0436.an estimated accuracy of +/- 6 seconds.
 HL0436
 HL0436.The orthometric height was determined by differential leveling
 HL0436.and adjusted by the National Geodetic Survey in June 1991..
 HL0436
 HL0436.The geoid height was determined by GEOID03.
 HL0436
 HL0436.The dynamic height is computed by dividing the NAVD 88
 HL0436.geopotential number by the normal gravity value computed on the
 HL0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0436.degrees latitude (g = 980.6199 gals.).
 HL0436
 HL0436.The modeled gravity was interpolated from observed gravity values.
 HL0436
 HL0436;                    North         East    Units  Estimated Accuracy
 HL0436;SPC CO S     -   442,340.      718,870.      MT  (+/- 180 meters Scaled)
 HL0436
 HL0436                          SUPERSEDED SURVEY CONTROL
 HL0436
 HL0436.No superseded survey control is available for this station.
 HL0436
 HL0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB605965(NAD 83)
 HL0436_MARKER: DB = BENCH MARK DISK
 HL0436_SETTING: 66 = SET IN ROCK OUTCROP
 HL0436_SP_SET: ROCK OUTCROP
 HL0436_STAMPING: C 440 1985
 HL0436_MARK LOGO: NGS   
 HL0436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0436
 HL0436  HISTORY     - Date     Condition        Report By
 HL0436  HISTORY     - 1985     MONUMENTED       NGS
 HL0436  HISTORY     - 19910706 GOOD             USPSQD
 HL0436
 HL0436                          STATION DESCRIPTION
 HL0436
 HL0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0436'14.1 KM (8.75 MI) NORTH FROM SILVERTON.
 HL0436'14.1 KM (8.75 MI) NORTHERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 HL0436'WITH STATE HIGHWAY 110 IN SILVERTON, IN THE CENTER OF A 3- BY 5-FOOT
 HL0436'EXPOSED AREA OF OUTCROPPING BEDROCK, 27.2 M (89.2 FT) WEST OF MILEPOST
 HL0436'79, 16.0 M (52.5 FT) WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 HL0436'AND 11.0 M (36.1 FT) SOUTH OF THE CENTER OF A SMALL STREAM IN PORPHYRY
 HL0436'GULCH.
 HL0436'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST
 HL0436'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
 HL0436
 HL0436                          STATION RECOVERY (1991)
 HL0436
 HL0436'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0711 ***********************************************************************
 JJ0711  DESIGNATION -  C 440
 JJ0711  PID         -  JJ0711
 JJ0711  STATE/COUNTY-  CO/PROWERS
 JJ0711  USGS QUAD   -  CARLTON (1952)
 JJ0711
 JJ0711                         *CURRENT SURVEY CONTROL
 JJ0711  ___________________________________________________________________
 JJ0711* NAD 83(1992)-  38 05 06.89502(N)    102 24 40.00118(W)     ADJUSTED  
 JJ0711* NAVD 88     -      1075.313  (meters)    3527.92   (feet)  ADJUSTED  
 JJ0711  ___________________________________________________________________
 JJ0711  X           -  -1,080,518.185 (meters)                     COMP
 JJ0711  Y           -  -4,909,938.187 (meters)                     COMP
 JJ0711  Z           -   3,913,544.868 (meters)                     COMP
 JJ0711  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 JJ0711  ELLIP HEIGHT-        1051.81  (meters)          (12/03/02) GPS OBS
 JJ0711  GEOID HEIGHT-         -23.50  (meters)                     GEOID03
 JJ0711  DYNAMIC HT  -        1074.297 (meters)    3524.59  (feet)  COMP
 JJ0711  MODELED GRAV-     979,648.2   (mgal)                       NAVD 88
 JJ0711
 JJ0711  HORZ ORDER  -  FIRST
 JJ0711  VERT ORDER  -  FIRST     CLASS II
 JJ0711  ELLP ORDER  -  FOURTH    CLASS II
 JJ0711
 JJ0711.The horizontal coordinates were established by GPS observations
 JJ0711.and adjusted by the National Geodetic Survey in April 1997..
 JJ0711
 JJ0711.The orthometric height was determined by differential leveling
 JJ0711.and adjusted by the National Geodetic Survey in June 1991..
 JJ0711
 JJ0711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JJ0711
 JJ0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0711
 JJ0711.The ellipsoidal height was determined by GPS observations
 JJ0711.and is referenced to NAD 83.
 JJ0711
 JJ0711.The geoid height was determined by GEOID03.
 JJ0711
 JJ0711.The dynamic height is computed by dividing the NAVD 88
 JJ0711.geopotential number by the normal gravity value computed on the
 JJ0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0711.degrees latitude (g = 980.6199 gals.).
 JJ0711
 JJ0711.The modeled gravity was interpolated from observed gravity values.
 JJ0711
 JJ0711;                    North         East     Units Scale Factor Converg.
 JJ0711;SPC CO S     -   466,721.855 1,185,330.563   MT  0.99995497   +1 53 40.8
 JJ0711;SPC CO S     - 1,531,236.62  3,888,872.02   sFT  0.99995497   +1 53 40.8
 JJ0711;UTM  13      - 4,218,438.953   727,052.774   MT  1.00023497   +1 35 51.3
 JJ0711
 JJ0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0711!SPC CO S     -   0.99983498  x   0.99995497  =   0.99978996
 JJ0711!UTM  13      -   0.99983498  x   1.00023497  =   1.00006992
 JJ0711
 JJ0711                          SUPERSEDED SURVEY CONTROL
 JJ0711
 JJ0711  ELLIP H (04/04/97) 1051.79   (m)                       GP(       ) 4 1
 JJ0711
 JJ0711.Superseded values are not recommended for survey control.
 JJ0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0711.See file dsdata.txt to determine how the superseded data were derived.
 JJ0711
 JJ0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC2705318439(NAD 83)
 JJ0711_MARKER: I = METAL ROD
 JJ0711_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JJ0711_SP_SET: STAINLESS STEEL ROD
 JJ0711_STAMPING: C 440 1986
 JJ0711_MARK LOGO: NGS   
 JJ0711_PROJECTION: FLUSH
 JJ0711_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JJ0711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0711+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1996
 JJ0711_ROD/PIPE-DEPTH: 24.1 meters
 JJ0711
 JJ0711  HISTORY     - Date     Condition        Report By
 JJ0711  HISTORY     - 1986     MONUMENTED       NGS
 JJ0711  HISTORY     - 19960327 GOOD             CODOT
 JJ0711
 JJ0711                          STATION DESCRIPTION
 JJ0711
 JJ0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JJ0711'18.8 KM (11.7 MI) EAST FROM LAMAR.
 JJ0711'18.8 KM (11.7 MI) EAST ALONG US HIGHWAY 50 FROM THE JUNCTION OF MAIN
 JJ0711'STREET AT LAMAR, AT ROAD 19, NEAR THE ATCHISON, TOKEKA AND SANTA FE
 JJ0711'RAILROAD MILEPOLE 491, ALSO 9.65 KM (6.0 MI) WEST OF GRANADA, 0.32 KM
 JJ0711'(0.2 MI) WEST OF HIGHWAY MILEPOST 447, 18.4 METERS (60.3 FT) NORTH OF
 JJ0711'THE HIGHWAY CENTERLINE, 39.2 METERS (128.5 FT) EAST OF THE CENTER OF
 JJ0711'THE ROAD, 39.8 METERS (130.5 FT) WEST-SOUTHWEST OF THE MILEPOLE, 11.7
 JJ0711'METERS (38.5 FT) SOUTH OF THE SOUTH RAIL AND 1.2 METERS (4.1 FT) EAST
 JJ0711'OF A TELEPHONE POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 JJ0711'5-INCH LOGO CAP.
 JJ0711'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JJ0711'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 JJ0711
 JJ0711                          STATION RECOVERY (1996)
 JJ0711
 JJ0711'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (JRZ)
 JJ0711'RECOVERED AS DESCRIBED.  FROM THE JUNCTION OF MAIN STREET AN US
 JJ0711'HIGHWAY 50 IN LAMAR, TAKE US HIGHWAY 50 EAST 18.8 KM (11.68 MI) TO
 JJ0711'ROAD 19.  STATION IS LOCATED NEAR MILEPOLE 491 OF THE ATCHISON, TOPEKA
 JJ0711'AND SANTA FE RAILROAD, 18.4M NORTH OF THE HIGHWAY CENTERLINE, 39.2 M
 JJ0711'(128.61 FT) EAST OF THE CENTER OF THE ROAD, 39.8 M (130.58 FT)
 JJ0711'WEST-SOUTHWEST OF THE MILEPOLE, 11.7 M (38.39 FT) SOUTH OF THE SOUTH
 JJ0711'RAIL, 1.2 M (3.94 FT) EAST OF A TELEPHONE PLOE, AND 0.3 M (0.98 FT)
 JJ0711'WEST OF A WITNESS POST.  ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH
 JJ0711'LOGO CAP.  THE MARK IS 0.6 M (1.97 FT) BELOW THE HIGHWAY.  THE STATION
 JJ0711'WAS RECOVERED IN GOOD CONDITION IN MARCH 1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0398 ***********************************************************************
 HL0398  DESIGNATION -  C 441
 HL0398  PID         -  HL0398
 HL0398  STATE/COUNTY-  CO/SAN JUAN
 HL0398  USGS QUAD   -  ENGINEER MOUNTAIN (1975)
 HL0398
 HL0398                         *CURRENT SURVEY CONTROL
 HL0398  ___________________________________________________________________
 HL0398* NAD 83(1986)-  37 41 02.     (N)    107 46 45.     (W)     SCALED    
 HL0398* NAVD 88     -      3125.912  (meters)   10255.60   (feet)  ADJUSTED  
 HL0398  ___________________________________________________________________
 HL0398  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 HL0398  DYNAMIC HT  -        3121.378 (meters)   10240.72  (feet)  COMP
 HL0398  MODELED GRAV-     979,065.2   (mgal)                       NAVD 88
 HL0398
 HL0398  VERT ORDER  -  FIRST     CLASS II
 HL0398
 HL0398.The horizontal coordinates were scaled from a topographic map and have
 HL0398.an estimated accuracy of +/- 6 seconds.
 HL0398
 HL0398.The orthometric height was determined by differential leveling
 HL0398.and adjusted by the National Geodetic Survey in June 1991..
 HL0398
 HL0398.The geoid height was determined by GEOID03.
 HL0398
 HL0398.The dynamic height is computed by dividing the NAVD 88
 HL0398.geopotential number by the normal gravity value computed on the
 HL0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0398.degrees latitude (g = 980.6199 gals.).
 HL0398
 HL0398.The modeled gravity was interpolated from observed gravity values.
 HL0398
 HL0398;                    North         East    Units  Estimated Accuracy
 HL0398;SPC CO S     -   420,150.      713,390.      MT  (+/- 180 meters Scaled)
 HL0398
 HL0398                          SUPERSEDED SURVEY CONTROL
 HL0398
 HL0398.No superseded survey control is available for this station.
 HL0398
 HL0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB549743(NAD 83)
 HL0398_MARKER: DB = BENCH MARK DISK
 HL0398_SETTING: 66 = SET IN ROCK OUTCROP
 HL0398_SP_SET: ROCK OUTCROP
 HL0398_STAMPING: C 441 1985
 HL0398_MARK LOGO: NGS   
 HL0398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0398+STABILITY: POSITION/ELEVATION WELL
 HL0398
 HL0398  HISTORY     - Date     Condition        Report By
 HL0398  HISTORY     - 1985     MONUMENTED       NGS
 HL0398  HISTORY     - 19910709 MARK NOT FOUND   USPSQD
 HL0398
 HL0398                          STATION DESCRIPTION
 HL0398
 HL0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0398'23.7 KM (14.7 MI) SOUTH FROM SILVERTON.
 HL0398'23.7 KM (14.7 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 HL0398'WITH STATE HIGHWAY 110 IN SILVERTON, NEAR THE SOUTH END OF A VERTICAL
 HL0398'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 1.8 KM (1.1 MI) SOUTH OF THE
 HL0398'SUMMIT OF COAL BANK PASS, 0.3 KM (0.2 MI) NORTH OF THE SOUTH END OF
 HL0398'THE CUT, ACROSS THE HIGHWAY FROM THE CENTER OF A HIGHWAY PULLOUT, AND
 HL0398'9.7 M (31.8 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 HL0398'THE MARK IS 0.1 METERS  E FROM  A WITNESS POST
 HL0398'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 HL0398
 HL0398                          STATION RECOVERY (1991)
 HL0398
 HL0398'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0476 ***********************************************************************
 LK0476  DESIGNATION -  C 442
 LK0476  PID         -  LK0476
 LK0476  STATE/COUNTY-  CO/LOGAN
 LK0476  USGS QUAD   -  STERLING NORTH (1951)
 LK0476
 LK0476                         *CURRENT SURVEY CONTROL
 LK0476  ___________________________________________________________________
 LK0476* NAD 83(1986)-  40 42 36.     (N)    103 08 28.     (W)     SCALED    
 LK0476* NAVD 88     -      1182.656  (meters)    3880.10   (feet)  ADJUSTED  
 LK0476  ___________________________________________________________________
 LK0476  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 LK0476  DYNAMIC HT  -        1181.806 (meters)    3877.31  (feet)  COMP
 LK0476  MODELED GRAV-     979,864.7   (mgal)                       NAVD 88
 LK0476
 LK0476  VERT ORDER  -  FIRST     CLASS II
 LK0476
 LK0476.The horizontal coordinates were scaled from a topographic map and have
 LK0476.an estimated accuracy of +/- 6 seconds.
 LK0476
 LK0476.The orthometric height was determined by differential leveling
 LK0476.and adjusted by the National Geodetic Survey in June 1991..
 LK0476
 LK0476.The geoid height was determined by GEOID03.
 LK0476
 LK0476.The dynamic height is computed by dividing the NAVD 88
 LK0476.geopotential number by the normal gravity value computed on the
 LK0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0476.degrees latitude (g = 980.6199 gals.).
 LK0476
 LK0476.The modeled gravity was interpolated from observed gravity values.
 LK0476
 LK0476;                    North         East    Units  Estimated Accuracy
 LK0476;SPC CO N     -   460,310.    1,113,710.      MT  (+/- 180 meters Scaled)
 LK0476
 LK0476                          SUPERSEDED SURVEY CONTROL
 LK0476
 LK0476.No superseded survey control is available for this station.
 LK0476
 LK0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF570082(NAD 83)
 LK0476_MARKER: I = METAL ROD
 LK0476_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0476_SP_SET: STAINLESS STEEL ROD
 LK0476_STAMPING: C 442 1986
 LK0476_MARK LOGO: NGS   
 LK0476_PROJECTION: FLUSH
 LK0476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0476_ROD/PIPE-DEPTH: 15.9 meters
 LK0476
 LK0476  HISTORY     - Date     Condition        Report By
 LK0476  HISTORY     - 1986     MONUMENTED       NGS
 LK0476
 LK0476                          STATION DESCRIPTION
 LK0476
 LK0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LK0476'11.3 KM (7.0 MI) NE FROM STERLING.
 LK0476'11.3 KM (7.0 MI) NORTHEAST ALONG US HIGHWAY 138 FROM THE POST OFFICE
 LK0476'IN STERLING, AT A PRIVATE ROAD CROSSING OVER THE UNION PACIFIC
 LK0476'RAILROAD AND THE 2ND POLE SOUTHWEST OF RAILROAD 3/4 MILEPOLE, 14.1
 LK0476'METERS (46.4 FT) SOUTHEAST OF THE SOUTHEAST RAIL, 18.5 METERS (60.7
 LK0476'FT) NORTHEAST OF THE CENTER OF A PRIVATE GRAVEL ROAD, 0.30 METER (1
 LK0476'FT) NORTHWEST OF A RIGHT OF WAY FENCE LINE, 5.2 METERS (17 FT)
 LK0476'NORTHEAST OF A POWER LINE POLE AND 5.5 METERS (18 FT) NORTHEAST OF A
 LK0476'CORNER FENCE POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LK0476'5-INCH LOGO CAP.
 LK0476'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LK0476'THE MARK IS ABOVE LEVEL WITH RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0447 ***********************************************************************
 LK0447  DESIGNATION -  C 443
 LK0447  PID         -  LK0447
 LK0447  STATE/COUNTY-  CO/SEDGWICK
 LK0447  USGS QUAD   -  SEDGWICK (1953)
 LK0447
 LK0447                         *CURRENT SURVEY CONTROL
 LK0447  ___________________________________________________________________
 LK0447* NAD 83(1986)-  40 56 10.     (N)    102 30 47.     (W)     SCALED    
 LK0447* NAVD 88     -      1091.690  (meters)    3581.65   (feet)  ADJUSTED  
 LK0447  ___________________________________________________________________
 LK0447  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 LK0447  DYNAMIC HT  -        1090.971 (meters)    3579.29  (feet)  COMP
 LK0447  MODELED GRAV-     979,928.0   (mgal)                       NAVD 88
 LK0447
 LK0447  VERT ORDER  -  FIRST     CLASS II
 LK0447
 LK0447.The horizontal coordinates were scaled from a topographic map and have
 LK0447.an estimated accuracy of +/- 6 seconds.
 LK0447
 LK0447.The orthometric height was determined by differential leveling
 LK0447.and adjusted by the National Geodetic Survey in June 1991..
 LK0447
 LK0447.The geoid height was determined by GEOID03.
 LK0447
 LK0447.The dynamic height is computed by dividing the NAVD 88
 LK0447.geopotential number by the normal gravity value computed on the
 LK0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0447.degrees latitude (g = 980.6199 gals.).
 LK0447
 LK0447.The modeled gravity was interpolated from observed gravity values.
 LK0447
 LK0447;                    North         East    Units  Estimated Accuracy
 LK0447;SPC CO N     -   487,000.    1,165,910.      MT  (+/- 180 meters Scaled)
 LK0447
 LK0447                          SUPERSEDED SURVEY CONTROL
 LK0447
 LK0447  NGVD 29 (02/14/92) 1091.222  (m)         3580.12   (f) ADJUSTED    1 2
 LK0447
 LK0447.Superseded values are not recommended for survey control.
 LK0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0447.See file dsdata.txt to determine how the superseded data were derived.
 LK0447
 LK0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF093346(NAD 83)
 LK0447_MARKER: I = METAL ROD
 LK0447_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0447_SP_SET: STAINLESS STEEL ROD
 LK0447_STAMPING: C 443 1986
 LK0447_MARK LOGO: NGS   
 LK0447_PROJECTION: FLUSH
 LK0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0447_ROD/PIPE-DEPTH: 14.5 meters
 LK0447
 LK0447  HISTORY     - Date     Condition        Report By
 LK0447  HISTORY     - 1986     MONUMENTED       NGS
 LK0447
 LK0447                          STATION DESCRIPTION
 LK0447
 LK0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LK0447'0.9 KM (0.55 MI) NE FROM SEDGWICK.
 LK0447'0.08 KM (0.05 MI) SOUTH ALONG MAIN AVENUE FROM THE POST OFFICE IN
 LK0447'SEDGWICK, THENCE 0.88 KM (0.55 MI) NORTHEAST ALONG US HIGHWAY 138, AT
 LK0447'A WOODEN HIGHWAY BRIDGE OVER PETERSON IRRIGATION DITCH, 18.5 METERS
 LK0447'(60.6 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 13.4 METERS (44 FT)
 LK0447'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE NORTHWEST WOODEN
 LK0447'WINGWALL OF THE BRIDGE, 14.0 METERS (46 FT) SOUTHWEST OF THE SOUTH
 LK0447'EDGE OF THE DITCH AND 0.3 METER (1 FT) SOUTHWEST OF THE RIGHT OF W
 LK0447'FENCE LINE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 LK0447'CAP.
 LK0447'THE MARK IS 0.15 METERS  SW FROM  A WITNESS POST
 LK0447'THE MARK IS 0.79 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4826 ***********************************************************************
 AE4826  DESIGNATION -  C 447
 AE4826  PID         -  AE4826
 AE4826  STATE/COUNTY-  CO/PROWERS
 AE4826  USGS QUAD   -  DURKEE CREEK NE (1966)
 AE4826
 AE4826                         *CURRENT SURVEY CONTROL
 AE4826  ___________________________________________________________________
 AE4826* NAD 83(1986)-  37 52 58.     (N)    102 07 01.     (W)     SCALED    
 AE4826* NAVD 88     -      1105.838  (meters)    3628.07   (feet)  ADJUSTED  
 AE4826  ___________________________________________________________________
 AE4826  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 AE4826  DYNAMIC HT  -        1104.774 (meters)    3624.58  (feet)  COMP
 AE4826  MODELED GRAV-     979,629.9   (mgal)                       NAVD 88
 AE4826
 AE4826  VERT ORDER  -  FIRST     CLASS II
 AE4826
 AE4826.The horizontal coordinates were scaled from a topographic map and have
 AE4826.an estimated accuracy of +/- 6 seconds.
 AE4826
 AE4826.The orthometric height was determined by differential leveling
 AE4826.and adjusted by the National Geodetic Survey in July 2002..
 AE4826
 AE4826.The geoid height was determined by GEOID03.
 AE4826
 AE4826.The dynamic height is computed by dividing the NAVD 88
 AE4826.geopotential number by the normal gravity value computed on the
 AE4826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4826.degrees latitude (g = 980.6199 gals.).
 AE4826
 AE4826.The modeled gravity was interpolated from observed gravity values.
 AE4826
 AE4826;                    North         East    Units  Estimated Accuracy
 AE4826;SPC CO S     -   445,160.    1,211,940.      MT  (+/- 180 meters Scaled)
 AE4826
 AE4826                          SUPERSEDED SURVEY CONTROL
 AE4826
 AE4826.No superseded survey control is available for this station.
 AE4826
 AE4826_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB535967(NAD 83)
 AE4826_MARKER: I = METAL ROD
 AE4826_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4826_STAMPING: C 447 1997
 AE4826_MARK LOGO: NGS   
 AE4826_PROJECTION: FLUSH
 AE4826_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4826+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4826_ROD/PIPE-DEPTH: 19.5 meters
 AE4826_SLEEVE-DEPTH  : 0.9 meters
 AE4826
 AE4826  HISTORY     - Date     Condition        Report By
 AE4826  HISTORY     - 1997     MONUMENTED       NGS
 AE4826
 AE4826                          STATION DESCRIPTION
 AE4826
 AE4826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4826'19.0 KM (11.80 MI) SOUTHERLY ALONG STATE HIGHWAY 89 FROM THE JUNCTION
 AE4826'OF U.S.  HIGHWAY 50 IN HOLLY, 10.1 M (33.1 FT) WEST OF THE HIGHWAY
 AE4826'CENTERLINE, 3.2 M (10.5 FT) NORTH OF THE CENTER OF A DIRT ROAD, 0.7 M
 AE4826'(2.3 FT) EAST OF A T-JUNCTION UTILITY POLE, 0.6 M (2.0 FT) SOUTH OF A
 AE4826'WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AE4826'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AE4826'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4231 ***********************************************************************
 DF4231  DESIGNATION -  C 447
 DF4231  PID         -  DF4231
 DF4231  STATE/COUNTY-  CO/CLEAR CREEK
 DF4231  USGS QUAD   -  SQUAW PASS (1974)
 DF4231
 DF4231                         *CURRENT SURVEY CONTROL
 DF4231  ___________________________________________________________________
 DF4231* NAD 83(1986)-  39 44 36.     (N)    105 26 44.     (W)     SCALED    
 DF4231* NAVD 88     -      2208.497  (meters)    7245.71   (feet)  ADJUSTED  
 DF4231  ___________________________________________________________________
 DF4231  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 DF4231  DYNAMIC HT  -        2206.118 (meters)    7237.91  (feet)  COMP
 DF4231  MODELED GRAV-     979,469.6   (mgal)                       NAVD 88
 DF4231
 DF4231  VERT ORDER  -  FIRST     CLASS II
 DF4231
 DF4231.The horizontal coordinates were scaled from a topographic map and have
 DF4231.an estimated accuracy of +/- 6 seconds.
 DF4231
 DF4231.The orthometric height was determined by differential leveling
 DF4231.and adjusted by the National Geodetic Survey in November 2003..
 DF4231
 DF4231.The geoid height was determined by GEOID03.
 DF4231
 DF4231.The dynamic height is computed by dividing the NAVD 88
 DF4231.geopotential number by the normal gravity value computed on the
 DF4231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4231.degrees latitude (g = 980.6199 gals.).
 DF4231
 DF4231.The modeled gravity was interpolated from observed gravity values.
 DF4231
 DF4231;                    North         East    Units  Estimated Accuracy
 DF4231;SPC CO C     -   516,830.      919,070.      MT  (+/- 180 meters Scaled)
 DF4231
 DF4231                          SUPERSEDED SURVEY CONTROL
 DF4231
 DF4231.No superseded survey control is available for this station.
 DF4231
 DF4231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD618993(NAD 83)
 DF4231_MARKER: DV = VERTICAL CONTROL DISK
 DF4231_SETTING: 66 = SET IN ROCK OUTCROP
 DF4231_STAMPING: C 447 2000
 DF4231_MARK LOGO: NGS   
 DF4231_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4231_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF4231+STABILITY: POSITION/ELEVATION WELL
 DF4231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4231+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2000
 DF4231
 DF4231  HISTORY     - Date     Condition        Report By
 DF4231  HISTORY     - 20000718 MONUMENTED       NGS
 DF4231
 DF4231                          STATION DESCRIPTION
 DF4231
 DF4231'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 DF4231'THE STATION IS LOCATED ABOUT 1.6 MI EAST OF THE EASTERN ENTRANCE
 DF4231'TO THE INTERSTATE 70 TUNNEL AND 0.35 MI SOUTHWEST FROM THE
 DF4231'JUNCTION OF INTERSTATE 70 AND U. S. HIGHWAY 6, IN THE
 DF4231'SOUTHEAST 1/4 OF SECTION 33, T 3 S, R 72 W.  OWNERSHIP--
 DF4231' 
 DF4231'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 6 AND
 DF4231'U. S. HIGHWAY 40 IN CLEAR CREEK CANYON, GO NORTHWEST ON U. S.
 DF4231'HIGHWAY 6 AND 40, FOR 0.5 MI TO THE SIDE ROAD LEFT, OFF RAMP FOR
 DF4231'INTERSTATE 70. TURN LEFT, SOUTH, FOR 0.05 MI, CROSSING THE BRIDGE
 DF4231'OVER CLEAR CREEK TO THE END OF LANE TRAVEL AND A SIDE ROAD RIGHT
 DF4231'WHICH IS PARKING AND ACCESS FOR A BIKE TRAIL. TURN RIGHT, WEST, 0.2
 DF4231'MI TO THE EASTERN LOCKED GATE OF THE BIKE PATH. CONTINUE AHEAD ON
 DF4231'THE BIKE PATH FOR 0.4 MI TO THE MARK ON THE LEFT, IN A ROCK OUTCROP.
 DF4231' 
 DF4231'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE
 DF4231'NORTHWESTERN SIDE OF A ROCK OUTCROP MEASURING 5.5 M LONG BY 2 M
 DF4231'WIDE AND 1.6 M HIGH. IT IS 7.2 M EAST-SOUTHEAST FROM A POWER POLE
 DF4231'WITH GUY WIRES, 2.5 M SOUTH-SOUTHWEST FROM THE CENTER OF THE
 DF4231'PAVED BIKE PATH, 0.5 M WEST FROM A WITNESS POST AND ABOUT 30 CM
 DF4231'ABOVE THE BIKE PATH.
 DF4231'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4215 ***********************************************************************
 DF4215  DESIGNATION -  C 448
 DF4215  PID         -  DF4215
 DF4215  STATE/COUNTY-  CO/JEFFERSON
 DF4215  USGS QUAD   -  MORRISON (1994)
 DF4215
 DF4215                         *CURRENT SURVEY CONTROL
 DF4215  ___________________________________________________________________
 DF4215* NAD 83(1986)-  39 41 51.     (N)    105 13 21.     (W)     SCALED    
 DF4215* NAVD 88     -      2039.854  (meters)    6692.42   (feet)  ADJUSTED  
 DF4215  ___________________________________________________________________
 DF4215  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 DF4215  DYNAMIC HT  -        2037.759 (meters)    6685.55  (feet)  COMP
 DF4215  MODELED GRAV-     979,526.4   (mgal)                       NAVD 88
 DF4215
 DF4215  VERT ORDER  -  FIRST     CLASS II
 DF4215
 DF4215.The horizontal coordinates were scaled from a topographic map and have
 DF4215.an estimated accuracy of +/- 6 seconds.
 DF4215
 DF4215.The orthometric height was determined by differential leveling
 DF4215.and adjusted by the National Geodetic Survey in November 2003..
 DF4215
 DF4215.The geoid height was determined by GEOID03.
 DF4215
 DF4215.The dynamic height is computed by dividing the NAVD 88
 DF4215.geopotential number by the normal gravity value computed on the
 DF4215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4215.degrees latitude (g = 980.6199 gals.).
 DF4215
 DF4215.The modeled gravity was interpolated from observed gravity values.
 DF4215
 DF4215;                    North         East    Units  Estimated Accuracy
 DF4215;SPC CO C     -   511,780.      938,200.      MT  (+/- 180 meters Scaled)
 DF4215
 DF4215                          SUPERSEDED SURVEY CONTROL
 DF4215
 DF4215.No superseded survey control is available for this station.
 DF4215
 DF4215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD809942(NAD 83)
 DF4215_MARKER: DV = VERTICAL CONTROL DISK
 DF4215_SETTING: 66 = SET IN ROCK OUTCROP
 DF4215_STAMPING: C 448 2000
 DF4215_MARK LOGO: NGS   
 DF4215_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4215_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF4215+STABILITY: POSITION/ELEVATION WELL
 DF4215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4215+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2000
 DF4215
 DF4215  HISTORY     - Date     Condition        Report By
 DF4215  HISTORY     - 20000817 MONUMENTED       NGS
 DF4215
 DF4215                          STATION DESCRIPTION
 DF4215
 DF4215'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 DF4215'THE STATION IS LOCATED ABOUT 4.0 MI SOUTH OF GOLDEN, 3.5 MI
 DF4215'NORTHWEST OF MORRISON AND 0.75 MI WEST-NORTHWEST OF THE MOUTH
 DF4215'OF MOUNT VERNON CANYON, IN THE SOUTHEAST 1/4 OF SECTION 16, T 4 S, R
 DF4215'70 W, AT U. S. HIGHWAY 40 MILEPOST 283.6.  OWNERSHIP--COLORADO DEPT.
 DF4215'OF TRANSPORTATION RIGHT-OF-WAY.
 DF4215' 
 DF4215'TO REACH THE STATION FROM INTERSECTION OF STATE HIGHWAYS 40 AND
 DF4215'26 AND U. S. HIGHWAY 40 AND INTERSTATE 70, GO WEST ON U. S. HIGHWAY
 DF4215'40, THE NORTHERN ACCESS ROAD, FOR 1.05 MI TO THE STATION ON THE
 DF4215'RIGHT, ON A ROCK SHELF IN A LONG ROCK CUT.
 DF4215' 
 DF4215'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE INTO METAMORPHIC
 DF4215'ROCK AT A LARGE ROAD CUT. IT IS 15.8 M NORTHWEST FROM A ROAD SIGN
 DF4215'FOR--CABRINI SHRINE 1/4 MILE--, 12.7 M NORTH FROM THE CENTER LINE OF
 DF4215'THE HIGHWAY, 2.5 M EAST FROM A WITNESS POST, ABOUT 0.5 M ABOVE THE
 DF4215'HIGHWAY AND ABOUT 1.2 M ABOVE THE NORTHERN DRAINAGE DITCH.
 DF4215' 
 DF4215' 
 DF4215'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5532 ***********************************************************************
 DF5532  DESIGNATION -  C 449
 DF5532  PID         -  DF5532
 DF5532  STATE/COUNTY-  CO/SUMMIT
 DF5532  USGS QUAD   -  FRISCO (1987)
 DF5532
 DF5532                         *CURRENT SURVEY CONTROL
 DF5532  ___________________________________________________________________
 DF5532* NAD 83(1986)-  39 35 16.     (N)    106 06 14.     (W)     SCALED    
 DF5532* NAVD 88     -      2774.580  (meters)    9102.93   (feet)  ADJUSTED  
 DF5532  ___________________________________________________________________
 DF5532  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 DF5532  DYNAMIC HT  -        2771.115 (meters)    9091.57  (feet)  COMP
 DF5532  MODELED GRAV-     979,277.5   (mgal)                       NAVD 88
 DF5532
 DF5532  VERT ORDER  -  FIRST     CLASS II
 DF5532
 DF5532.The horizontal coordinates were scaled from a topographic map and have
 DF5532.an estimated accuracy of +/- 6 seconds.
 DF5532
 DF5532.The orthometric height was determined by differential leveling
 DF5532.and adjusted by the National Geodetic Survey in November 2003..
 DF5532
 DF5532.The geoid height was determined by GEOID03.
 DF5532
 DF5532.The dynamic height is computed by dividing the NAVD 88
 DF5532.geopotential number by the normal gravity value computed on the
 DF5532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5532.degrees latitude (g = 980.6199 gals.).
 DF5532
 DF5532.The modeled gravity was interpolated from observed gravity values.
 DF5532
 DF5532;                    North         East    Units  Estimated Accuracy
 DF5532;SPC CO C     -   499,730.      862,530.      MT  (+/- 180 meters Scaled)
 DF5532
 DF5532                          SUPERSEDED SURVEY CONTROL
 DF5532
 DF5532.No superseded survey control is available for this station.
 DF5532
 DF5532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD052825(NAD 83)
 DF5532_MARKER: DV = VERTICAL CONTROL DISK
 DF5532_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DF5532_SP_SET: CULVERT HEADWALL
 DF5532_STAMPING: C 449 2001
 DF5532_MARK LOGO: NGS   
 DF5532_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5532+STABILITY: SURFACE MOTION
 DF5532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5532+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 DF5532
 DF5532  HISTORY     - Date     Condition        Report By
 DF5532  HISTORY     - 20010810 MONUMENTED       NGS
 DF5532  HISTORY     - 20060915 GOOD             USPSQD
 DF5532
 DF5532                          STATION DESCRIPTION
 DF5532
 DF5532'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5532'THE STATION IS LOCATED ABOUT 1.0 MI NORTHEAST OF INTERSTATE 70 EXIT
 DF5532'201, 0.85 MI
 DF5532'NORTH-NORTHWEST OF FRISCO AND 0.5 MI SOUTHWEST OF INTERSTATE 70 EXIT
 DF5532'203, IN THE EAST
 DF5532'HALF OF SECTION 27, T 5 S, R 78 W, AT INTERSTATE 70 MILEPOST 201.83.
 DF5532'OWNERSHIP--COLORADO
 DF5532'DEPT. OF TRANSPORTATION RIGHT-OF-WAY.
 DF5532' 
 DF5532'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 70 AND THE
 DF5532'WEST FRISCO EXIT,
 DF5532'EXIT 201, FRISCO-MAIN STREET, TAKE THE EASTBOUND ONRAMP OF INTERSTATE
 DF5532'70 FOR 1.0 MI TO
 DF5532'THE STATION ON THE RIGHT IN A HEADWALL OF MEADOW CREEK.
 DF5532' 
 DF5532'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF A 2.5
 DF5532'M LONG BY 0.3
 DF5532'M THICK CONCRETE CULVERT OVER MEADOW CREEK IN THE EAST END OF THE
 DF5532'HEADWALL AT THE
 DF5532'SOUTHEAST SIDE OF THE INTERSTATE. IT IS 18.9 M EAST FROM A FOLDING
 DF5532'--ICY ROAD-- SIGN, 8.7 M
 DF5532'SOUTHEAST FROM THE EDGE OF OIL FOR THE EASTBOUND LANES OF THE
 DF5532'INTERSTATE, 0.5 M
 DF5532'SOUTH-SOUTHEAST FROM A WITNESS POST AND ABOUT 2 M BELOW THE
 DF5532'INTERSTATE.
 DF5532'
 DF5532
 DF5532                          STATION RECOVERY (2006)
 DF5532
 DF5532'RECOVERY NOTE BY US POWER SQUADRON 2006 (EDS)
 DF5532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0288 ***********************************************************************
 LM0288  CBN         -  This is a Cooperative Base Network Control Station.
 LM0288  DESIGNATION -  C 45
 LM0288  PID         -  LM0288
 LM0288  STATE/COUNTY-  CO/ROUTT
 LM0288  USGS QUAD   -  STEAMBOAT SPRINGS (1969)
 LM0288
 LM0288                         *CURRENT SURVEY CONTROL
 LM0288  ___________________________________________________________________
 LM0288* NAD 83(1992)-  40 23 53.46004(N)    106 48 22.81924(W)     ADJUSTED  
 LM0288* NAVD 88     -      2113.959  (meters)    6935.55   (feet)  ADJUSTED  
 LM0288  ___________________________________________________________________
 LM0288  X           -  -1,406,877.726 (meters)                     COMP
 LM0288  Y           -  -4,657,941.402 (meters)                     COMP
 LM0288  Z           -   4,113,118.145 (meters)                     COMP
 LM0288  LAPLACE CORR-          12.27  (seconds)                    DEFLEC99
 LM0288  ELLIP HEIGHT-        2101.49  (meters)          (10/21/02) GPS OBS
 LM0288  GEOID HEIGHT-         -12.43  (meters)                     GEOID03
 LM0288  DYNAMIC HT  -        2111.756 (meters)    6928.32  (feet)  COMP
 LM0288  MODELED GRAV-     979,508.4   (mgal)                       NAVD 88
 LM0288
 LM0288  HORZ ORDER  -  B
 LM0288  VERT ORDER  -  FIRST     CLASS II
 LM0288  ELLP ORDER  -  FIFTH     CLASS I
 LM0288
 LM0288.The horizontal coordinates were established by GPS observations
 LM0288.and adjusted by the National Geodetic Survey in May 1992..
 LM0288
 LM0288.The orthometric height was determined by differential leveling
 LM0288.and adjusted by the National Geodetic Survey in June 1991..
 LM0288
 LM0288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LM0288
 LM0288.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0288
 LM0288.The ellipsoidal height was determined by GPS observations
 LM0288.and is referenced to NAD 83.
 LM0288
 LM0288.The geoid height was determined by GEOID03.
 LM0288
 LM0288.The dynamic height is computed by dividing the NAVD 88
 LM0288.geopotential number by the normal gravity value computed on the
 LM0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0288.degrees latitude (g = 980.6199 gals.).
 LM0288
 LM0288.The modeled gravity was interpolated from observed gravity values.
 LM0288
 LM0288;                    North         East     Units Scale Factor Converg.
 LM0288;SPC CO N     -   423,849.185   803,507.613   MT  0.99996015   -0 50 38.6
 LM0288;SPC CO N     - 1,390,578.53  2,636,174.56   sFT  0.99996015   -0 50 38.6
 LM0288;UTM  13      - 4,473,519.544   346,706.686   MT  0.99988926   -1 10 15.3
 LM0288
 LM0288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0288!SPC CO N     -   0.99967045  x   0.99996015  =   0.99963061
 LM0288!UTM  13      -   0.99967045  x   0.99988926  =   0.99955974
 LM0288
 LM0288                          SUPERSEDED SURVEY CONTROL
 LM0288
 LM0288  NAD 83(1986)-  40 23 53.45230(N)    106 48 22.81020(W) AD(       ) 3
 LM0288  ELLIP H (05/26/92) 2101.48   (m)                       GP(       ) 4 1
 LM0288  NAVD 88 (05/26/92) 2113.96   (m)         6935.6    (f) LEVELING    3  
 LM0288  NGVD 29 (??/??/92) 2112.590  (m)         6931.06   (f) ADJ UNCH    1 2
 LM0288
 LM0288.Superseded values are not recommended for survey control.
 LM0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0288.See file dsdata.txt to determine how the superseded data were derived.
 LM0288
 LM0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE4670773520(NAD 83)
 LM0288_MARKER: DB = BENCH MARK DISK
 LM0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0288_SP_SET: CONCRETE POST
 LM0288_STAMPING: C 45 1934
 LM0288_MARK LOGO: CGS   
 LM0288_MAGNETIC: N = NO MAGNETIC MATERIAL
 LM0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0288+STABILITY: SURFACE MOTION
 LM0288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LM0288+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1999
 LM0288
 LM0288  HISTORY     - Date     Condition        Report By
 LM0288  HISTORY     - 1969     MONUMENTED       CGS
 LM0288  HISTORY     - 1969     GOOD             USGS
 LM0288  HISTORY     - 19910725 GOOD             NGS
 LM0288  HISTORY     - 19960823 GOOD             CODOT
 LM0288  HISTORY     - 19971007 GOOD             CODOT
 LM0288  HISTORY     - 19990518 GOOD             MSAM
 LM0288
 LM0288                          STATION DESCRIPTION
 LM0288
 LM0288'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 LM0288'6.8 MI S FROM STEAMBOAT SPRINGS.
 LM0288'STEAMBOAT SPRINGS, 6.8 MILES S OF POST OFFICE ALONG US HWY. 40.  70 FT
 LM0288'E AND 20 FT N OF CENTER OF HWY. 40 AND GRADED ROAD WEST.  1.7 FT W OF
 LM0288'ROW FENCE.
 LM0288
 LM0288                          STATION RECOVERY (1991)
 LM0288
 LM0288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LM0288'STATION IS LOCATED ABOUT 10 KM (6.2 MI) SOUTH OF STEAMBOAT SPRINGS,
 LM0288'ALONG US HIGHWAY 40, ON THE RIGHT-OF-WAY, AT MILE 138.85, AT A DIM
 LM0288'FIELD ENTRANCE, ACROSS HIGHWAY FROM A TRACK ROAD LEADING WEST AND A
 LM0288'BLINKER LIGHT WITH SIGN -SNOW CHAINS REQUIRED-, IN THE SOUTHWEST
 LM0288'CORNER OF SECTION 10, T 5 N, R 84 W.  OWNERSHIP--STATE DEPARTMENT OF
 LM0288'TRANSPORTATION.
 LM0288'TO REACH FROM THE COURTHOUSE IN STEAMBOAT SPRINGS, GO EAST ON US
 LM0288'HIGHWAY 40 FOR 4.05 MI (6.52 KM) TO ITS JUNCTION WITH STATE HIGHWAY
 LM0288'131 ON THE RIGHT.  CONTINUE SOUTH ON HIGHWAY 40 FOR 1.5 MI (2.4 KM)
 LM0288'TO AN OLD RED SCHOOLHOUSE ON THE RIGHT.  CONTINUE AHEAD FOR 0.95 MI
 LM0288'(1.53 KM) TO THE STATION ON THE LEFT WHERE UTILITY WIRES CROSS THE
 LM0288'HIGHWAY.
 LM0288'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST
 LM0288'PROJECTING 10 CM ABOVE GROUND IN HIGH WEEDS.  IT IS 17.6 M (57.7 FT)
 LM0288'EAST OF, AND 1 M (3.3 FT) LOWER THAN THE HIGHWAY CENTER, 0.7 M
 LM0288'(2.3 FT) EAST OF A FIBERGLASS WITNESS POST, 0.4 M (1.3 FT) WEST OF
 LM0288'THE RIGHT-OF-WAY FENCE, 4 M (13.1 FT) NORTH OF THE FIELD ENTRANCE
 LM0288'CENTER, 2.9 M (9.5 FT) SOUTH-SOUTHWEST OF A UTILITY POLE AND 26.6 M
 LM0288'(87.3 FT) EAST-SOUTHEAST OF THE BLINKER LIGHT POLE ACROSS THE
 LM0288'HIGHWAY.
 LM0288'DESCRIBED BY G.R.HEID
 LM0288
 LM0288                          STATION RECOVERY (1996)
 LM0288
 LM0288'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (RSC)
 LM0288'RECOVERED AS DESCRIBED.
 LM0288
 LM0288                          STATION RECOVERY (1997)
 LM0288
 LM0288'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 LM0288'RECOVERED AS DESCRIBED.
 LM0288
 LM0288                          STATION RECOVERY (1999)
 LM0288
 LM0288'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 LM0288'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5558 ***********************************************************************
 DF5558  DESIGNATION -  C 450
 DF5558  PID         -  DF5558
 DF5558  STATE/COUNTY-  CO/SUMMIT
 DF5558  USGS QUAD   -  DILLON (1987)
 DF5558
 DF5558                         *CURRENT SURVEY CONTROL
 DF5558  ___________________________________________________________________
 DF5558* NAD 83(1986)-  39 37 57.     (N)    106 04 24.     (W)     SCALED    
 DF5558* NAVD 88     -      2665.645  (meters)    8745.54   (feet)  ADJUSTED  
 DF5558  ___________________________________________________________________
 DF5558  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 DF5558  DYNAMIC HT  -        2662.379 (meters)    8734.82  (feet)  COMP
 DF5558  MODELED GRAV-     979,305.4   (mgal)                       NAVD 88
 DF5558
 DF5558  VERT ORDER  -  FIRST     CLASS II
 DF5558
 DF5558.The horizontal coordinates were scaled from a topographic map and have
 DF5558.an estimated accuracy of +/- 6 seconds.
 DF5558
 DF5558.The orthometric height was determined by differential leveling
 DF5558.and adjusted by the National Geodetic Survey in November 2003..
 DF5558
 DF5558.The geoid height was determined by GEOID03.
 DF5558
 DF5558.The dynamic height is computed by dividing the NAVD 88
 DF5558.geopotential number by the normal gravity value computed on the
 DF5558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5558.degrees latitude (g = 980.6199 gals.).
 DF5558
 DF5558.The modeled gravity was interpolated from observed gravity values.
 DF5558
 DF5558;                    North         East    Units  Estimated Accuracy
 DF5558;SPC CO C     -   504,680.      865,180.      MT  (+/- 180 meters Scaled)
 DF5558
 DF5558                          SUPERSEDED SURVEY CONTROL
 DF5558
 DF5558.No superseded survey control is available for this station.
 DF5558
 DF5558_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD078875(NAD 83)
 DF5558_MARKER: DV = VERTICAL CONTROL DISK
 DF5558_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DF5558_SP_SET: BRIDGE WINGWALL
 DF5558_STAMPING: C 450 2001
 DF5558_MARK LOGO: NGS   
 DF5558_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5558+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 DF5558
 DF5558  HISTORY     - Date     Condition        Report By
 DF5558  HISTORY     - 20010829 MONUMENTED       NGS
 DF5558  HISTORY     - 20060915 GOOD             USPSQD
 DF5558
 DF5558                          STATION DESCRIPTION
 DF5558
 DF5558'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5558'THE STATION IS LOCATED IN SILVERTHORNE, IN THE NORTHWEST 1/4 OF
 DF5558'SECTION 12, T 5 S, R 78 W,
 DF5558'AT STATE HIGHWAY 9 MILEPOST 102.05. OWNERSHIP--TOWN OF SILVERTHORNE.
 DF5558' 
 DF5558'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 70 AND STATE
 DF5558'HIGHWAY 9
 DF5558'UNDERPASS AT INTERSTATE 70 EXIT 205, GO NORTH ON STATE HIGHWAY 9 FOR
 DF5558'0.5 MI TO THE
 DF5558'STATION BEHIND 400 BLUE RIVER PARKWAY IN A PEDEASTRIAN BRIDGE OVER THE
 DF5558'BLUE RIVER AT
 DF5558'THE INTERSECTION OF 4TH STREET AND STATE HIGHWAY 9.
 DF5558' 
 DF5558'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF THE
 DF5558'SOUTHWEST WINGWALL
 DF5558'OF THE PEDESTRIAN BRIDGE CROSSING OVER THE BLUE RIVER BEHIND 400 BLUE
 DF5558'RIVER PARKWAY
 DF5558'AND THE CUTTHROAT ANGLERS STORE. THE BRIDGE IS 31.0 M LONG. IT IS 95.2
 DF5558'M NORTHEAST FROM
 DF5558'THE CENTER LINE OF STATE HIGHWAY 9 NORTH BOUND LANES, 20.0 M EAST FROM
 DF5558'THE CENTER OF
 DF5558'THE EASTERN ENTRANCE TO A BUILDING, 2.7 M SOUTH-SOUTHEAST FROM THE
 DF5558'CENTER OF THE
 DF5558'BRIDGE, 1.8 M SOUTH-SOUTHEAST FROM THE SOUTHWEST CORNER OF THE RAILING
 DF5558'AND 1.0 M
 DF5558'NORTH FROM THE SOUTHWEST END OF THE WINGWALL.
 DF5558' 
 DF5558'
 DF5558
 DF5558                          STATION RECOVERY (2006)
 DF5558
 DF5558'RECOVERY NOTE BY US POWER SQUADRON 2006 (EDS)
 DF5558'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5491 ***********************************************************************
 DF5491  DESIGNATION -  C 451
 DF5491  PID         -  DF5491
 DF5491  STATE/COUNTY-  CO/CLEAR CREEK
 DF5491  USGS QUAD   -  GRAYS PEAK (1987)
 DF5491
 DF5491                         *CURRENT SURVEY CONTROL
 DF5491  ___________________________________________________________________
 DF5491* NAD 83(1986)-  39 41 44.     (N)    105 49 36.     (W)     SCALED    
 DF5491* NAVD 88     -      3040.626  (meters)    9975.79   (feet)  ADJUSTED  
 DF5491  ___________________________________________________________________
 DF5491  GEOID HEIGHT-         -12.26  (meters)                     GEOID03
 DF5491  DYNAMIC HT  -        3036.711 (meters)    9962.94  (feet)  COMP
 DF5491  MODELED GRAV-     979,228.3   (mgal)                       NAVD 88
 DF5491
 DF5491  VERT ORDER  -  FIRST     CLASS II
 DF5491
 DF5491.The horizontal coordinates were scaled from a topographic map and have
 DF5491.an estimated accuracy of +/- 6 seconds.
 DF5491
 DF5491.The orthometric height was determined by differential leveling
 DF5491.and adjusted by the National Geodetic Survey in November 2003..
 DF5491
 DF5491.The geoid height was determined by GEOID03.
 DF5491
 DF5491.The dynamic height is computed by dividing the NAVD 88
 DF5491.geopotential number by the normal gravity value computed on the
 DF5491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5491.degrees latitude (g = 980.6199 gals.).
 DF5491
 DF5491.The modeled gravity was interpolated from observed gravity values.
 DF5491
 DF5491;                    North         East    Units  Estimated Accuracy
 DF5491;SPC CO C     -   511,580.      886,380.      MT  (+/- 180 meters Scaled)
 DF5491
 DF5491                          SUPERSEDED SURVEY CONTROL
 DF5491
 DF5491.No superseded survey control is available for this station.
 DF5491
 DF5491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD291942(NAD 83)
 DF5491_MARKER: DV = VERTICAL CONTROL DISK
 DF5491_SETTING: 80 = SET IN A BOULDER
 DF5491_STAMPING: C 451 2001
 DF5491_MARK LOGO: NGS   
 DF5491_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5491+STABILITY: SURFACE MOTION
 DF5491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5491+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2001
 DF5491
 DF5491  HISTORY     - Date     Condition        Report By
 DF5491  HISTORY     - 20010913 MONUMENTED       NGS
 DF5491  HISTORY     - 20030910 GOOD             NGS
 DF5491
 DF5491                          STATION DESCRIPTION
 DF5491
 DF5491'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5491'THE STATION IS LOCATED ABOUT 1.75 MI SOUTH OF MOUNT PARNASSUS AND 1.15
 DF5491'MI
 DF5491'WEST-NORTHWEST OF BAKERVILLE, AT INTERSTATE 70 MILEPOST 220.15.
 DF5491'OWNERSHIP--COLORADO
 DF5491'DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY.
 DF5491' 
 DF5491'TO REACH THE STATION FROM EXIT 221, THE BAKERVILLE EXIT ON INTERSTATE
 DF5491'70, GO WEST ON
 DF5491'INTERSTATE 70 WESTBOUND FOR 1.15 MI TO THE STATION ON THE RIGHT, NEAR
 DF5491'A SIGN--ENTERING
 DF5491'ARAPAHO NATIONAL FOREST--.
 DF5491' 
 DF5491'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF A
 DF5491'BOULDER 0.9 M BY 0.4 M BY 5
 DF5491'CM HIGH. IT IS 20.5 M NORTH-NORTHEAST FROM THE CENTER LINE OF
 DF5491'WESTBOUND INTERSTATE 70,
 DF5491'17.2 M NORTHWEST FROM THE NORTHERN ONE OF TWO POSTS FOR A
 DF5491'SIGN--ENTERING ARAPAHO
 DF5491'NATIONAL FOREST--, 13.6 M NORTH-NORTHEAST FROM THE EDGE OF OIL, 8.2 M
 DF5491'EAST-NORTHEAST
 DF5491'FROM A CORRIGATED METAL CULVERT, 1.1 M NORTHWEST FROM A WITNESS POST
 DF5491'AND ABOUT LEVEL
 DF5491'WITH THE INTERSTATE.
 DF5491'
 DF5491
 DF5491                          STATION RECOVERY (2003)
 DF5491
 DF5491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 DF5491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9140 ***********************************************************************
 DH9140  DESIGNATION -  C 457
 DH9140  PID         -  DH9140
 DH9140  STATE/COUNTY-  CO/ADAMS
 DH9140  USGS QUAD   -  MILE HIGH LAKES (1994)
 DH9140
 DH9140                         *CURRENT SURVEY CONTROL
 DH9140  ___________________________________________________________________
 DH9140* NAD 83(1986)-  39 54 51.     (N)    104 43 36.     (W)     SCALED    
 DH9140* NAVD 88     -      1589.695  (meters)    5215.52   (feet)  ADJUSTED  
 DH9140  ___________________________________________________________________
 DH9140  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 DH9140  DYNAMIC HT  -        1588.234 (meters)    5210.73  (feet)  COMP
 DH9140  MODELED GRAV-     979,651.3   (mgal)                       NAVD 88
 DH9140
 DH9140  VERT ORDER  -  SECOND    CLASS I
 DH9140
 DH9140.The horizontal coordinates were scaled from a topographic map and have
 DH9140.an estimated accuracy of +/- 6 seconds.
 DH9140
 DH9140.The orthometric height was determined by differential leveling
 DH9140.and adjusted by the National Geodetic Survey in July 2006..
 DH9140
 DH9140.The geoid height was determined by GEOID03.
 DH9140
 DH9140.The dynamic height is computed by dividing the NAVD 88
 DH9140.geopotential number by the normal gravity value computed on the
 DH9140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9140.degrees latitude (g = 980.6199 gals.).
 DH9140
 DH9140.The modeled gravity was interpolated from observed gravity values.
 DH9140
 DH9140;                    North         East    Units  Estimated Accuracy
 DH9140;SPC CO N     -   369,580.      980,520.      MT  (+/- 180 meters Scaled)
 DH9140
 DH9140                          SUPERSEDED SURVEY CONTROL
 DH9140
 DH9140.No superseded survey control is available for this station.
 DH9140
 DH9140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE233182(NAD 83)
 DH9140_MARKER: F = FLANGE-ENCASED ROD
 DH9140_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9140_STAMPING: C 457 2005
 DH9140_MARK LOGO: NGS   
 DH9140_PROJECTION: FLUSH
 DH9140_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9140+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 DH9140_ROD/PIPE-DEPTH: 13.1 meters
 DH9140_SLEEVE-DEPTH  :  0.9 meters
 DH9140
 DH9140  HISTORY     - Date     Condition        Report By
 DH9140  HISTORY     - 20051026 MONUMENTED       WOOLPT
 DH9140
 DH9140                          STATION DESCRIPTION
 DH9140
 DH9140'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9140'DESCRIBED BY WOOLPERT, INC. 2005 (CRR)
 DH9140' 
 DH9140'THE STATION IS LOCATED 11.2 KM (7.0 MI) SOUTHEAST OF THE CITY OF
 DH9140'BRIGHTON, 8.5 KM (5.3 MI)  NORTHWEST OF THE DIA TERMINAL, AND 6.2 KM
 DH9140'(3.8 MI) NORTHEAST OF THE INTERSECTION OF EAST  96TH AVENUE AND TOWER
 DH9140'ROAD.  OWNERSHIP - ADAMS COUNTY HIGHWAY DEPARTMENT.
 DH9140' 
 DH9140'TO REACH THE STATION FROM THE INTERSECTION OF EAST 120TH AVENUE AND
 DH9140'PICADILLY ROAD,  TRAVEL EAST ON EAST 120TH AVENUE 0.6 KM (0.4 MI)TO
 DH9140'THE STATION ON THE RIGHT.
 DH9140' 
 DH9140'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 DH9140'REFUSAL A DEPTH OF 13.1  M, ENCASED IN A 90 CM LONG GREASED SLEEVE,
 DH9140'ENCLOSED IN A 6 INCH PVC PIPE WITH LOGO CAP  SURROUNDED BY A CONCRETE
 DH9140'COLLAR SET FLUSH WITH THE GROUND.  IT IS 26.5 M (87.0 FT) EAST  OFA
 DH9140'POWER POLE, 7.5 M (24.7 FT) SOUTH OF THE SOUTH EDGE OF EAST 120TH
 DH9140'AVENUE, 1.9 M (6.3 FT)  SOUTH OF A BARB-WIRE FENCE, AND 1.0 M (3.0)
 DH9140'NORTH OF A CARSONITE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5202 ***********************************************************************
 AA5202  DESIGNATION -  C 46 MP 6 25
 AA5202  PID         -  AA5202
 AA5202  STATE/COUNTY-  CO/GILPIN
 AA5202  USGS QUAD   -  BLACK HAWK (1963)
 AA5202
 AA5202                         *CURRENT SURVEY CONTROL
 AA5202  ___________________________________________________________________
 AA5202* NAD 83(1992)-  39 49 07.49018(N)    105 24 06.26725(W)     ADJUSTED  
 AA5202* NAVD 88     -      2621.5    (meters)    8601.     (feet)  GPS OBS   
 AA5202  ___________________________________________________________________
 AA5202  X           -  -1,303,392.816 (meters)                     COMP
 AA5202  Y           -  -4,731,376.255 (meters)                     COMP
 AA5202  Z           -   4,064,218.210 (meters)                     COMP
 AA5202  LAPLACE CORR-         -16.06  (seconds)                    DEFLEC99
 AA5202  ELLIP HEIGHT-        2607.48  (meters)          (12/03/02) GPS OBS
 AA5202  GEOID HEIGHT-         -13.98  (meters)                     GEOID03
 AA5202
 AA5202  HORZ ORDER  -  FIRST
 AA5202  ELLP ORDER  -  FOURTH    CLASS II
 AA5202
 AA5202.The horizontal coordinates were established by GPS observations
 AA5202.and adjusted by the National Geodetic Survey in May 1995..
 AA5202
 AA5202.The orthometric height was determined by GPS observations and a
 AA5202.high-resolution geoid model.
 AA5202
 AA5202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5202
 AA5202.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5202
 AA5202.The ellipsoidal height was determined by GPS observations
 AA5202.and is referenced to NAD 83.
 AA5202
 AA5202.The geoid height was determined by GEOID03.
 AA5202
 AA5202;                    North         East     Units Scale Factor Converg.
 AA5202;SPC CO N     -   358,700.623   922,814.568   MT  0.99998509   +0 03 48.6
 AA5202;SPC CO N     - 1,176,836.96  3,027,600.80   sFT  0.99998509   +0 03 48.6
 AA5202;UTM  13      - 4,407,717.445   465,616.969   MT  0.99961455   -0 15 26.1
 AA5202
 AA5202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5202!SPC CO N     -   0.99959110  x   0.99998509  =   0.99957620
 AA5202!UTM  13      -   0.99959110  x   0.99961455  =   0.99920581
 AA5202
 AA5202                          SUPERSEDED SURVEY CONTROL
 AA5202
 AA5202  ELLIP H (05/08/95) 2607.53   (m)                       GP(       ) 2 2
 AA5202
 AA5202.Superseded values are not recommended for survey control.
 AA5202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5202.See file dsdata.txt to determine how the superseded data were derived.
 AA5202
 AA5202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE6561707717(NAD 83)
 AA5202_MARKER: DD = SURVEY DISK
 AA5202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5202_STAMPING: C 46 MP 6.25 R-O-W DISK
 AA5202_MARK LOGO: CODOT 
 AA5202_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5202+STABILITY: SURFACE MOTION
 AA5202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5202+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2005
 AA5202
 AA5202  HISTORY     - Date     Condition        Report By
 AA5202  HISTORY     - 1984     MONUMENTED       CODOT
 AA5202  HISTORY     - 20020928 GOOD             USPSQD
 AA5202  HISTORY     - 20050909 GOOD             USPSQD
 AA5202
 AA5202                          STATION DESCRIPTION
 AA5202
 AA5202'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1984
 AA5202'THE STATION WILL BE USED DURING A GPS PROJECT. THE STATION IS LOCATED
 AA5202'APPROXIMATELY 4.6 MI (7.4 KM) NORTHEAST OF BLACKHAWK AT STATE HIGHWAY
 AA5202'46 MILEPOST 6.25 IN THE SOUTHEAST 1/4 OF SECION 1, T 3 S, R 72 W, 6TH
 AA5202'P.M.  OWNERSHIP--COLORADO DEPARMENT OF TRANSPORTATION. TO REACH THE
 AA5202'STATION FROM THE JUNCTION OF STATE HIGHWAY 119 AND STATE HIGHWAY 46,
 AA5202'GO EAST ON STATE HIGHWAY 46 FOR 6.25 MI (10.06 KM) TO THE STATION ON
 AA5202'THE LEFT. THE STATION IS A BRASS COLORADO DEPARTMENT OF HIGHWAY RIGHT
 AA5202'OF WAY DISK SET IN THE TOP OF A 15 CM DIAMETER ROUND CONCRETE POST
 AA5202'PROJECTING 14 CM FROM THE GROUND.  IT IS 27.2 M (89.2 FT) NORTHEAST OF
 AA5202'THE CENTER OF A METAL GATE TO A HOUSE AT 2256 STATE HIGHWAY 46, 25.6 M
 AA5202'(84.0 FT) SOUTHWEST OF A POWER POLE, 13.8 M (45.3 FT) NORTHEAST OF THE
 AA5202'CENTER OF STATE HIGHWAY 46, 2.2 M (7.2 FT) NORTHEAST OF THE ROADWAY
 AA5202'CUT, 1.2 M (3.9 FT) NORTHWEST OF A FIBERGLASS CDOT WITNESS POST AND
 AA5202'1.0 M (3.3 FT) SOUTHEAST OF A FIBERGLASS CDOT WITNESS POST, 0.4 M (1.3
 AA5202'FT) SOUTHWEST OF THE NORTH RIGHT OF WAY FENCE OF STATE HIGHWAY 46, AND
 AA5202'2.0 M (6.6 FT) ABOVE THE HIGHWAY. DESCRIPTION BY K.A. WILLIAMS, CDOT.
 AA5202
 AA5202                          STATION RECOVERY (2002)
 AA5202
 AA5202'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AA5202'RECOVERED IN GOOD CONDITION.
 AA5202
 AA5202                          STATION RECOVERY (2005)
 AA5202
 AA5202'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 AA5202'CHANGE NUMBER ON  METAL GATE TO  HOUSE FROM 2256 TO 5756.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0424 ***********************************************************************
 KL0424  DESIGNATION -  C 47
 KL0424  PID         -  KL0424
 KL0424  STATE/COUNTY-  CO/EAGLE
 KL0424  USGS QUAD   -  EDWARDS (1987)
 KL0424
 KL0424                         *CURRENT SURVEY CONTROL
 KL0424  ___________________________________________________________________
 KL0424* NAD 83(1986)-  39 38 13.     (N)    106 32 04.     (W)     SCALED    
 KL0424* NAVD 88     -      2257.834  (meters)    7407.58   (feet)  ADJUSTED  
 KL0424  ___________________________________________________________________
 KL0424  GEOID HEIGHT-         -12.85  (meters)                     GEOID03
 KL0424  DYNAMIC HT  -        2255.272 (meters)    7399.17  (feet)  COMP
 KL0424  MODELED GRAV-     979,411.4   (mgal)                       NAVD 88
 KL0424
 KL0424  VERT ORDER  -  FIRST     CLASS II
 KL0424
 KL0424.The horizontal coordinates were scaled from a topographic map and have
 KL0424.an estimated accuracy of +/- 6 seconds.
 KL0424
 KL0424.The orthometric height was determined by differential leveling
 KL0424.and adjusted by the National Geodetic Survey in June 1991..
 KL0424.WARNING-Repeat measurements at this control monument indicate possible
 KL0424.vertical movement.
 KL0424
 KL0424.The geoid height was determined by GEOID03.
 KL0424
 KL0424.The dynamic height is computed by dividing the NAVD 88
 KL0424.geopotential number by the normal gravity value computed on the
 KL0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0424.degrees latitude (g = 980.6199 gals.).
 KL0424
 KL0424.The modeled gravity was interpolated from observed gravity values.
 KL0424
 KL0424;                    North         East    Units  Estimated Accuracy
 KL0424;SPC CO C     -   505,530.      825,600.      MT  (+/- 180 meters Scaled)
 KL0424
 KL0424                          SUPERSEDED SURVEY CONTROL
 KL0424
 KL0424  NGVD 29 (??/??/92) 2256.400  (m)         7402.87   (f) ADJ UNCH    1 2
 KL0424
 KL0424.Superseded values are not recommended for survey control.
 KL0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0424.See file dsdata.txt to determine how the superseded data were derived.
 KL0424
 KL0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD683885(NAD 83)
 KL0424_MARKER: DB = BENCH MARK DISK
 KL0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0424_STAMPING: C 47 1934
 KL0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0424+STABILITY: SURFACE MOTION
 KL0424
 KL0424  HISTORY     - Date     Condition        Report By
 KL0424  HISTORY     - 1934     MONUMENTED       CGS
 KL0424  HISTORY     - 1959     MARK NOT FOUND   NGS
 KL0424  HISTORY     - 1961     MARK NOT FOUND   USGS
 KL0424
 KL0424                          STATION DESCRIPTION
 KL0424
 KL0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KL0424'3.5 MI SE FROM EDWARDS.
 KL0424'3.5 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KL0424'FROM EDWARDS, EAGLE COUNTY, 150 YARDS NORTH OF A RANCH HOUSE, 78 FEET
 KL0424'SOUTH OF THE CENTERLINE OF THE TRACK, AND 26 FEET EAST OF THE
 KL0424'CENTERLINE OF A PRIVATE ROAD.  A STANDARD DISK, STAMPED C 47 1934 AND
 KL0424'SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE AREA HAS BEEN UNDER
 KL0424'CULTIVATION FOR OVER 5 YEARS.  HOLE WAS FOUND IN FIELD AT THE
 KL0424'DESCRIBED SPOT.
 KL0424
 KL0424                          STATION RECOVERY (1961)
 KL0424
 KL0424'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KL0424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0102 ***********************************************************************
 LN0102  DESIGNATION -  C 48
 LN0102  PID         -  LN0102
 LN0102  STATE/COUNTY-  CO/MOFFAT
 LN0102  USGS QUAD   -  MELLEN HILL (1962)
 LN0102
 LN0102                         *CURRENT SURVEY CONTROL
 LN0102  ___________________________________________________________________
 LN0102* NAD 83(1986)-  40 14 58.     (N)    108 59 54.     (W)     SCALED    
 LN0102* NAVD 88     -      1803.450  (meters)    5916.82   (feet)  POSTED    
 LN0102  ___________________________________________________________________
 LN0102  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 LN0102  DYNAMIC HT  -        1801.800 (meters)    5911.41  (feet)  COMP
 LN0102  MODELED GRAV-     979,645.4   (mgal)                       NAVD 88
 LN0102
 LN0102  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LN0102
 LN0102.The horizontal coordinates were scaled from a topographic map and have
 LN0102.an estimated accuracy of +/- 6 seconds.
 LN0102
 LN0102.The orthometric height was determined by differential leveling
 LN0102.and adjusted by the National Geodetic Survey in 1992..
 LN0102.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LN0102.rate of 0.0 thru 1.0 mm/km.
 LN0102
 LN0102.The geoid height was determined by GEOID03.
 LN0102
 LN0102.The dynamic height is computed by dividing the NAVD 88
 LN0102.geopotential number by the normal gravity value computed on the
 LN0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0102.degrees latitude (g = 980.6199 gals.).
 LN0102
 LN0102.The modeled gravity was interpolated from observed gravity values.
 LN0102
 LN0102;                    North         East    Units  Estimated Accuracy
 LN0102;SPC CO N     -   412,390.      616,850.      MT  (+/- 180 meters Scaled)
 LN0102
 LN0102                          SUPERSEDED SURVEY CONTROL
 LN0102
 LN0102  NGVD 29 (??/??/92) 1802.224  (m)         5912.80   (f) ADJ UNCH    1 2
 LN0102
 LN0102.Superseded values are not recommended for survey control.
 LN0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0102.See file dsdata.txt to determine how the superseded data were derived.
 LN0102
 LN0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK702573(NAD 83)
 LN0102_MARKER: DB = BENCH MARK DISK
 LN0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0102_STAMPING: C 48 1934
 LN0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0102+STABILITY: SURFACE MOTION
 LN0102
 LN0102  HISTORY     - Date     Condition        Report By
 LN0102  HISTORY     - 1934     MONUMENTED       CGS
 LN0102  HISTORY     - 1943     GOOD             NGS
 LN0102
 LN0102                          STATION DESCRIPTION
 LN0102
 LN0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LN0102'20.0 MI W FROM MASSADONA.
 LN0102'20.0 MILES WEST ALONG U. S. HIGHWAY 40 FROM MASSADONA, MOFFAT COUNTY,
 LN0102'133 FEET EAST OF THE CENTER OF A WOODEN BRIDGE, 68 YARDS NORTH OF
 LN0102'TELEPHONE POLE 10508, AND 32 FEET NORTH OF THE CENTERLINE OF THE OLD
 LN0102'HIGHWAY.  A STANDARD DISK, STAMPED C 48 1934 AND SET IN THE TOP OF A
 LN0102'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0042 ***********************************************************************
 JL0042  DESIGNATION -  C 5
 JL0042  PID         -  JL0042
 JL0042  STATE/COUNTY-  CO/CHAFFEE
 JL0042  USGS QUAD   -  HARVARD LAKES (1994)
 JL0042
 JL0042                         *CURRENT SURVEY CONTROL
 JL0042  ___________________________________________________________________
 JL0042* NAD 83(1986)-  38 58 43.     (N)    106 12 55.     (W)     SCALED    
 JL0042* NAVD 88     -      2611.539  (meters)    8568.02   (feet)  ADJUSTED  
 JL0042  ___________________________________________________________________
 JL0042  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 JL0042  DYNAMIC HT  -        2608.198 (meters)    8557.06  (feet)  COMP
 JL0042  MODELED GRAV-     979,254.8   (mgal)                       NAVD 88
 JL0042
 JL0042  VERT ORDER  -  FIRST     CLASS II
 JL0042
 JL0042.The horizontal coordinates were scaled from a topographic map and have
 JL0042.an estimated accuracy of +/- 6 seconds.
 JL0042
 JL0042.The orthometric height was determined by differential leveling
 JL0042.and adjusted by the National Geodetic Survey in June 1991..
 JL0042.WARNING-Repeat measurements at this control monument indicate possible
 JL0042.vertical movement.
 JL0042
 JL0042.The geoid height was determined by GEOID03.
 JL0042
 JL0042.The dynamic height is computed by dividing the NAVD 88
 JL0042.geopotential number by the normal gravity value computed on the
 JL0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0042.degrees latitude (g = 980.6199 gals.).
 JL0042
 JL0042.The modeled gravity was interpolated from observed gravity values.
 JL0042
 JL0042;                    North         East    Units  Estimated Accuracy
 JL0042;SPC CO C     -   432,180.      852,430.      MT  (+/- 180 meters Scaled)
 JL0042
 JL0042                          SUPERSEDED SURVEY CONTROL
 JL0042
 JL0042  NGVD 29 (??/??/92) 2609.919  (m)         8562.71   (f) ADJ UNCH    1 2
 JL0042
 JL0042.Superseded values are not recommended for survey control.
 JL0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0042.See file dsdata.txt to determine how the superseded data were derived.
 JL0042
 JL0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD947151(NAD 83)
 JL0042_MARKER: DB = BENCH MARK DISK
 JL0042_SETTING: 80 = SET IN A BOULDER
 JL0042_SP_SET: BOULDER
 JL0042_STAMPING: C 5 1925
 JL0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0042+STABILITY: SURFACE MOTION
 JL0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0042+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2004
 JL0042
 JL0042  HISTORY     - Date     Condition        Report By
 JL0042  HISTORY     - 1925     MONUMENTED       CGS
 JL0042  HISTORY     - 1953     GOOD             NGS
 JL0042  HISTORY     - 20040527 GOOD             GEOCAC
 JL0042
 JL0042                          STATION DESCRIPTION
 JL0042
 JL0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JL0042'6.3 MI SE FROM YALE.
 JL0042'6.3 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0042'FROM THE STATION AT YALE, AT A ROAD CROSSING, 169 YARDS NORTHWEST OF A
 JL0042'ROAD CROSSING, 42.3 FEET SOUTHWEST OF MILEPOST 251, 25 FEET NORTHEAST
 JL0042'OF A FENCE, 22.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 18.5 FEET SOUTH
 JL0042'OF AN ELECTRIC SWITCH BOX, 3.3 FEET ABOVE THE GROUND, SET IN THE TOP
 JL0042'OF A 5X7 FOOT GRANITE BOULDER.
 JL0042
 JL0042                          STATION RECOVERY (2004)
 JL0042
 JL0042'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 JL0042'FOUND IN GOOD CONDITION. NORTH 10.6 MILES ON US HWY 24 FROM
 JL0042'INTERSECTION OF US HWY 24 AND COUNTY ROAD 306 IN BUENA VISTA.
 JL0042'RAILROAD ABANDONED.  ELECTRIC SWITCHBOX DOES NOT EXIST.  HANDHELD GPS
 JL0042'COORDINATES N38 58 42.3, W106 12 54.2.
 JL0042' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0213 ***********************************************************************
 KK0213  DESIGNATION -  C 52
 KK0213  PID         -  KK0213
 KK0213  STATE/COUNTY-  CO/EL PASO
 KK0213  USGS QUAD   -  EASTONVILLE (1975)
 KK0213
 KK0213                         *CURRENT SURVEY CONTROL
 KK0213  ___________________________________________________________________
 KK0213* NAD 83(1986)-  39 00 17.     (N)    104 33 42.     (W)     SCALED    
 KK0213* NAVD 88     -      2155.205  (meters)    7070.87   (feet)  ADJUSTED  
 KK0213  ___________________________________________________________________
 KK0213  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 KK0213  DYNAMIC HT  -        2152.807 (meters)    7063.00  (feet)  COMP
 KK0213  MODELED GRAV-     979,437.3   (mgal)                       NAVD 88
 KK0213
 KK0213  VERT ORDER  -  SECOND    CLASS 0
 KK0213
 KK0213.The horizontal coordinates were scaled from a topographic map and have
 KK0213.an estimated accuracy of +/- 6 seconds.
 KK0213
 KK0213.The orthometric height was determined by differential leveling
 KK0213.and adjusted by the National Geodetic Survey in June 1991..
 KK0213
 KK0213.The geoid height was determined by GEOID03.
 KK0213
 KK0213.The dynamic height is computed by dividing the NAVD 88
 KK0213.geopotential number by the normal gravity value computed on the
 KK0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0213.degrees latitude (g = 980.6199 gals.).
 KK0213
 KK0213.The modeled gravity was interpolated from observed gravity values.
 KK0213
 KK0213;                    North         East    Units  Estimated Accuracy
 KK0213;SPC CO C     -   435,250.      995,670.      MT  (+/- 180 meters Scaled)
 KK0213
 KK0213                          SUPERSEDED SURVEY CONTROL
 KK0213
 KK0213  NGVD 29 (??/??/92) 2154.029  (m)         7067.01   (f) ADJ UNCH    2 0
 KK0213
 KK0213.Superseded values are not recommended for survey control.
 KK0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0213.See file dsdata.txt to determine how the superseded data were derived.
 KK0213
 KK0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED379173(NAD 83)
 KK0213_MARKER: DB = BENCH MARK DISK
 KK0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0213_STAMPING: C 52 1934
 KK0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0213+STABILITY: SURFACE MOTION
 KK0213
 KK0213  HISTORY     - Date     Condition        Report By
 KK0213  HISTORY     - 1934     MONUMENTED       CGS
 KK0213
 KK0213                          STATION DESCRIPTION
 KK0213
 KK0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0213'6.1 MI N FROM FALCON.
 KK0213'6.1 MILES NORTH ALONG THE COLORADO AND SOUTHERN RAILWAY FROM FALCON,
 KK0213'EL PASO COUNTY, 4.0 MILES SOUTH OF EASTONVILLE, 42 FEET SOUTH OF
 KK0213'MILEPOST 68, 120 YARDS NORTH OF BRIDGE 68.12, AT THE BASE OF A
 KK0213'SMALL HILL, 13 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 81
 KK0213'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 157.  A STANDARD DISK,
 KK0213'STAMPED C 52 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0251 ***********************************************************************
 KK0251  DESIGNATION -  C 54
 KK0251  PID         -  KK0251
 KK0251  STATE/COUNTY-  CO/DOUGLAS
 KK0251  USGS QUAD   -  PONDEROSA PARK (1994)
 KK0251
 KK0251                         *CURRENT SURVEY CONTROL
 KK0251  ___________________________________________________________________
 KK0251* NAD 83(1992)-  39 28 26.17399(N)    104 42 27.30559(W)     ADJUSTED  
 KK0251* NAVD 88     -      1942.534  (meters)    6373.13   (feet)  POSTED    
 KK0251  ___________________________________________________________________
 KK0251  X           -  -1,252,046.910 (meters)                     COMP
 KK0251  Y           -  -4,769,946.260 (meters)                     COMP
 KK0251  Z           -   4,034,294.263 (meters)                     COMP
 KK0251  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 KK0251  ELLIP HEIGHT-        1925.27  (meters)          (12/03/02) GPS OBS
 KK0251  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 KK0251  DYNAMIC HT  -        1940.560 (meters)    6366.65  (feet)  COMP
 KK0251  MODELED GRAV-     979,542.5   (mgal)                       NAVD 88
 KK0251
 KK0251  HORZ ORDER  -  FIRST
 KK0251  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0251  ELLP ORDER  -  FOURTH    CLASS II
 KK0251
 KK0251.The horizontal coordinates were established by GPS observations
 KK0251.and adjusted by the National Geodetic Survey in December 1994..
 KK0251
 KK0251.The orthometric height was determined by differential leveling
 KK0251.and adjusted by the National Geodetic Survey in 1992..
 KK0251.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0251.rate of 1.1 thru 2.0 mm/km.
 KK0251
 KK0251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK0251
 KK0251.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK0251
 KK0251.The ellipsoidal height was determined by GPS observations
 KK0251.and is referenced to NAD 83.
 KK0251
 KK0251.The geoid height was determined by GEOID03.
 KK0251
 KK0251.The dynamic height is computed by dividing the NAVD 88
 KK0251.geopotential number by the normal gravity value computed on the
 KK0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0251.degrees latitude (g = 980.6199 gals.).
 KK0251
 KK0251.The modeled gravity was interpolated from observed gravity values.
 KK0251
 KK0251;                    North         East     Units Scale Factor Converg.
 KK0251;SPC CO C     -   487,219.597   982,581.817   MT  0.99995704   +0 29 59.2
 KK0251;SPC CO C     - 1,598,486.29  3,223,687.18   sFT  0.99995704   +0 29 59.2
 KK0251;UTM  13      - 4,369,412.852   525,150.971   MT  0.99960779   +0 11 09.2
 KK0251
 KK0251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK0251!SPC CO C     -   0.99969804  x   0.99995704  =   0.99965509
 KK0251!UTM  13      -   0.99969804  x   0.99960779  =   0.99930595
 KK0251
 KK0251                          SUPERSEDED SURVEY CONTROL
 KK0251
 KK0251  ELLIP H (12/14/94) 1925.31   (m)                       GP(       ) 3 1
 KK0251  NAVD 88 (12/14/94) 1942.53   (m)         6373.1    (f) LEVELING    3  
 KK0251  NGVD 29 (??/??/92) 1941.567  (m)         6369.96   (f) ADJ UNCH    2 0
 KK0251
 KK0251.Superseded values are not recommended for survey control.
 KK0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0251.See file dsdata.txt to determine how the superseded data were derived.
 KK0251
 KK0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED2515169413(NAD 83)
 KK0251_MARKER: DB = BENCH MARK DISK
 KK0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0251_STAMPING: C 54 1934
 KK0251_MARK LOGO: CGS   
 KK0251_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0251+STABILITY: SURFACE MOTION
 KK0251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0251+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1993
 KK0251
 KK0251  HISTORY     - Date     Condition        Report By
 KK0251  HISTORY     - 1934     MONUMENTED       CGS
 KK0251  HISTORY     - 19930930 GOOD             MSAM
 KK0251
 KK0251                          STATION DESCRIPTION
 KK0251
 KK0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0251'4.7 MI S FROM PARKER.
 KK0251'4.7 MILES SOUTH ALONG THE COLORADO AND SOUTHERN RAILWAY FROM
 KK0251'PARKER, DOUGLAS COUNTY, OPPOSITE MILEPOST 28, AT THE MIDDLE OF A
 KK0251'CUT, ON THE TOP OF THE SOUTH BANK, 21 FEET SOUTH OF THE EDGE OF
 KK0251'THE BANK, 58 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT
 KK0251'15 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED C 54 1934
 KK0251'AND SET IN THE TOP OF A CONCRETE POST.
 KK0251
 KK0251                          STATION RECOVERY (1993)
 KK0251
 KK0251'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1993 (KCH)
 KK0251'THE STATION IS LOCATED ABOUT 4 MILES (6.4 KM) SOUTHEAST OF THE TOWN OF
 KK0251'PARKER, COLO., IN SECTION 6, TOWNSHIP 7 SOUTH, RANGE 65 WEST OF THE
 KK0251'6TH P.M. OWNERSHIP--PRIVATE PROPERTY TO REACH THE STATION FROM THE
 KK0251'INTERSECTION OF STATE HIGHWAY 83 (PARKER ROAD) AND EAST MAINSTREET
 KK0251'(EAST PARKER ROAD) IN PARKER, COLO GO SOUTH STATE HIGHWAY 83 FOR 0.60
 KK0251'MILES (0.97 KM) TO HILLTOP ROAD, GO EAST AND SOUTHEAST ON HILLTOP ROAD
 KK0251'FOR 4.38 MILES (7.05 KM) TO THE STATION ON THE NORTH SIDE OF THE ROAD.
 KK0251'THE STATION IS  A BRASS DISK SET IN A CONCRETE MONUMENT FLUSHWITH THE
 KK0251'GROUND, NORTH OF THE RIGHT OF WAY FENCE AND SOUTH OF AN ABANDONDED
 KK0251'RAILROAD CUT, MARKED BY A NOAA FIBERGLASS WITNESS POST, 25 FEET (7.6
 KK0251'M) EAST OF THE EAST RIGHT OF WAY FENCE, 70 FEET (21.3 M) EAST OF THE
 KK0251'CENTERLINE OF HILLTOP ROAD, 14 FEET (4.3 M) WEST OF THE TOP OF THE
 KK0251'WEST CUT BANK OF THE ABANDONED RAILROAD ALIGNMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0050 ***********************************************************************
 KK0050  DESIGNATION -  C 55
 KK0050  PID         -  KK0050
 KK0050  STATE/COUNTY-  CO/ADAMS
 KK0050  USGS QUAD   -  BENNETT (1975)
 KK0050
 KK0050                         *CURRENT SURVEY CONTROL
 KK0050  ___________________________________________________________________
 KK0050* NAD 83(1986)-  39 48 39.     (N)    104 24 50.     (W)     SCALED    
 KK0050* NAVD 88     -      1629.140  (meters)    5344.94   (feet)  ADJUSTED  
 KK0050  ___________________________________________________________________
 KK0050  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 KK0050  DYNAMIC HT  -        1627.638 (meters)    5340.01  (feet)  COMP
 KK0050  MODELED GRAV-     979,646.5   (mgal)                       NAVD 88
 KK0050
 KK0050  VERT ORDER  -  SECOND    CLASS 0
 KK0050
 KK0050.The horizontal coordinates were scaled from a topographic map and have
 KK0050.an estimated accuracy of +/- 6 seconds.
 KK0050
 KK0050.The orthometric height was determined by differential leveling
 KK0050.and adjusted by the National Geodetic Survey in June 1991..
 KK0050
 KK0050.The geoid height was determined by GEOID03.
 KK0050
 KK0050.The dynamic height is computed by dividing the NAVD 88
 KK0050.geopotential number by the normal gravity value computed on the
 KK0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0050.degrees latitude (g = 980.6199 gals.).
 KK0050
 KK0050.The modeled gravity was interpolated from observed gravity values.
 KK0050
 KK0050;                    North         East    Units  Estimated Accuracy
 KK0050;SPC CO N     -   358,390.    1,007,400.      MT  (+/- 180 meters Scaled)
 KK0050
 KK0050                          SUPERSEDED SURVEY CONTROL
 KK0050
 KK0050  NGVD 29 (??/??/92) 1628.254  (m)         5342.03   (f) ADJ UNCH    2 0
 KK0050
 KK0050.Superseded values are not recommended for survey control.
 KK0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0050.See file dsdata.txt to determine how the superseded data were derived.
 KK0050
 KK0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE501069(NAD 83)
 KK0050_MARKER: DB = BENCH MARK DISK
 KK0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0050_STAMPING: C 55 1934
 KK0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0050+STABILITY: SURFACE MOTION
 KK0050
 KK0050  HISTORY     - Date     Condition        Report By
 KK0050  HISTORY     - 1934     MONUMENTED       CGS
 KK0050
 KK0050                          STATION DESCRIPTION
 KK0050
 KK0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0050'4.2 MI N FROM BENNETT.
 KK0050'4.2 MILES NORTH ALONG STATE HIGHWAY 79 FROM BENNETT, ADAMS
 KK0050'COUNTY, 7 FEET NORTH OF A WIRE GATE, 27 FEET EAST OF THE
 KK0050'CENTERLINE OF THE HIGHWAY, AND 3 FEET WEST OF A FENCE.  A
 KK0050'STANDARD DISK, STAMPED C 55 1934 AND SET IN THE TOP OF A CONCRETE
 KK0050'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0340 ***********************************************************************
 KJ0340  DESIGNATION -  C 56
 KJ0340  PID         -  KJ0340
 KJ0340  STATE/COUNTY-  CO/WASHINGTON
 KJ0340  USGS QUAD   -  LUSTO SPRINGS (1973)
 KJ0340
 KJ0340                         *CURRENT SURVEY CONTROL
 KJ0340  ___________________________________________________________________
 KJ0340* NAD 83(1986)-  39 37 25.     (N)    103 35 39.     (W)     SCALED    
 KJ0340* NAVD 88     -      1565.311  (meters)    5135.52   (feet)  ADJUSTED  
 KJ0340  ___________________________________________________________________
 KJ0340  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 KJ0340  DYNAMIC HT  -        1563.880 (meters)    5130.83  (feet)  COMP
 KJ0340  MODELED GRAV-     979,657.1   (mgal)                       NAVD 88
 KJ0340
 KJ0340  VERT ORDER  -  SECOND    CLASS 0
 KJ0340
 KJ0340.The horizontal coordinates were scaled from a topographic map and have
 KJ0340.an estimated accuracy of +/- 6 seconds.
 KJ0340
 KJ0340.The orthometric height was determined by differential leveling
 KJ0340.and adjusted by the National Geodetic Survey in June 1991..
 KJ0340
 KJ0340.The geoid height was determined by GEOID03.
 KJ0340
 KJ0340.The dynamic height is computed by dividing the NAVD 88
 KJ0340.geopotential number by the normal gravity value computed on the
 KJ0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0340.degrees latitude (g = 980.6199 gals.).
 KJ0340
 KJ0340.The modeled gravity was interpolated from observed gravity values.
 KJ0340
 KJ0340;                    North         East    Units  Estimated Accuracy
 KJ0340;SPC CO N     -   338,790.    1,078,030.      MT  (+/- 180 meters Scaled)
 KJ0340
 KJ0340                          SUPERSEDED SURVEY CONTROL
 KJ0340
 KJ0340  NGVD 29 (??/??/92) 1564.519  (m)         5132.93   (f) ADJ UNCH    2 0
 KJ0340
 KJ0340.Superseded values are not recommended for survey control.
 KJ0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0340.See file dsdata.txt to determine how the superseded data were derived.
 KJ0340
 KJ0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD206869(NAD 83)
 KJ0340_MARKER: DB = BENCH MARK DISK
 KJ0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0340_STAMPING: C 56 1935
 KJ0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0340+STABILITY: SURFACE MOTION
 KJ0340
 KJ0340  HISTORY     - Date     Condition        Report By
 KJ0340  HISTORY     - 1935     MONUMENTED       CGS
 KJ0340
 KJ0340                          STATION DESCRIPTION
 KJ0340
 KJ0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KJ0340'8.2 MI S FROM LAST CHANCE.
 KJ0340'8.2 MILES SOUTH ALONG STATE HIGHWAY 71 FROM THE INTERSECTION OF U.S.
 KJ0340'HIGHWAY 36 AT LAST CHANCE, WASHINGTON COUNTY, AT THE WEST SLOPE OF
 KJ0340'A HILL, AT A CROSSROADS, 90 FEET WEST OF THE CENTERLINE OF THE
 KJ0340'HIGHWAY, 35 FEET SOUTH OF THE CENTER OF THE ROAD AND 2 FEET SOUTH
 KJ0340'OF A FENCE LINE.  A STANDARD DISK, STAMPED C 56 1935 AND SET IN THE
 KJ0340'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0107 ***********************************************************************
 KK0107  DESIGNATION -  C 57
 KK0107  PID         -  KK0107
 KK0107  STATE/COUNTY-  CO/ARAPAHOE
 KK0107  USGS QUAD   -  BYERS (1978)
 KK0107
 KK0107                         *CURRENT SURVEY CONTROL
 KK0107  ___________________________________________________________________
 KK0107* NAD 83(1986)-  39 43 30.     (N)    104 08 04.     (W)     SCALED    
 KK0107* NAVD 88     -      1563.975  (meters)    5131.14   (feet)  ADJUSTED  
 KK0107  ___________________________________________________________________
 KK0107  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 KK0107  DYNAMIC HT  -        1562.561 (meters)    5126.50  (feet)  COMP
 KK0107  MODELED GRAV-     979,667.3   (mgal)                       NAVD 88
 KK0107
 KK0107  VERT ORDER  -  SECOND    CLASS 0
 KK0107
 KK0107.The horizontal coordinates were scaled from a topographic map and have
 KK0107.an estimated accuracy of +/- 6 seconds.
 KK0107
 KK0107.The orthometric height was determined by differential leveling
 KK0107.and adjusted by the National Geodetic Survey in June 1991..
 KK0107
 KK0107.The geoid height was determined by GEOID03.
 KK0107
 KK0107.The dynamic height is computed by dividing the NAVD 88
 KK0107.geopotential number by the normal gravity value computed on the
 KK0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0107.degrees latitude (g = 980.6199 gals.).
 KK0107
 KK0107.The modeled gravity was interpolated from observed gravity values.
 KK0107
 KK0107;                    North         East    Units  Estimated Accuracy
 KK0107;SPC CO C     -   515,680.    1,031,470.      MT  (+/- 180 meters Scaled)
 KK0107
 KK0107                          SUPERSEDED SURVEY CONTROL
 KK0107
 KK0107  NGVD 29 (??/??/92) 1563.157  (m)         5128.46   (f) ADJ UNCH    2 0
 KK0107
 KK0107.Superseded values are not recommended for survey control.
 KK0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0107.See file dsdata.txt to determine how the superseded data were derived.
 KK0107
 KK0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED741975(NAD 83)
 KK0107_MARKER: DB = BENCH MARK DISK
 KK0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0107_STAMPING: C 57 1935
 KK0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0107+STABILITY: SURFACE MOTION
 KK0107
 KK0107  HISTORY     - Date     Condition        Report By
 KK0107  HISTORY     - 1935     MONUMENTED       CGS
 KK0107  HISTORY     - 1954     GOOD             NGS
 KK0107
 KK0107                          STATION DESCRIPTION
 KK0107
 KK0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0107'6 MI NE FROM BYERS.
 KK0107'0.5 MILE SOUTHEAST ALONG U.S. HIGHWAYS 40 AND 287 FROM THE UNION
 KK0107'PACIFIC RAILROAD STATION AT BYERS, THENCE 4.5 MILES EAST ALONG A
 KK0107'GRAVELED ROAD, THENCE 1.0 MILE NORTH ALONG A GRAVELED ROAD,
 KK0107'47 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 36 FEET
 KK0107'NORTH OF THE CENTER LINE OF A ROAD LEADING WEST, 14 FEET WEST OF A
 KK0107'TELEPHONE POLE, 2 FEET NORTH OF A FENCE, 3 FEET NORTH OF A WITNESS
 KK0107'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 KK0107'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0102 ***********************************************************************
 KJ0102  DESIGNATION -  C 58
 KJ0102  PID         -  KJ0102
 KJ0102  STATE/COUNTY-  CO/KIT CARSON
 KJ0102  USGS QUAD   -  FLAGLER RESERVOIR (1980)
 KJ0102
 KJ0102                         *CURRENT SURVEY CONTROL
 KJ0102  ___________________________________________________________________
 KJ0102* NAD 83(1986)-  39 18 04.     (N)    102 53 13.     (W)     SCALED    
 KJ0102* NAVD 88     -      1432.814  (meters)    4700.82   (feet)  ADJUSTED  
 KJ0102  ___________________________________________________________________
 KJ0102  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 KJ0102  DYNAMIC HT  -        1431.499 (meters)    4696.51  (feet)  COMP
 KJ0102  MODELED GRAV-     979,659.2   (mgal)                       NAVD 88
 KJ0102
 KJ0102  VERT ORDER  -  SECOND    CLASS 0
 KJ0102
 KJ0102.The horizontal coordinates were scaled from a topographic map and have
 KJ0102.an estimated accuracy of +/- 6 seconds.
 KJ0102
 KJ0102.The orthometric height was determined by differential leveling
 KJ0102.and adjusted by the National Geodetic Survey in June 1991..
 KJ0102
 KJ0102.The geoid height was determined by GEOID03.
 KJ0102
 KJ0102.The dynamic height is computed by dividing the NAVD 88
 KJ0102.geopotential number by the normal gravity value computed on the
 KJ0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0102.degrees latitude (g = 980.6199 gals.).
 KJ0102
 KJ0102.The modeled gravity was interpolated from observed gravity values.
 KJ0102
 KJ0102;                    North         East    Units  Estimated Accuracy
 KJ0102;SPC CO C     -   470,980.    1,139,760.      MT  (+/- 180 meters Scaled)
 KJ0102
 KJ0102                          SUPERSEDED SURVEY CONTROL
 KJ0102
 KJ0102  NGVD 29 (??/??/92) 1432.169  (m)         4698.71   (f) ADJ UNCH    2 0
 KJ0102
 KJ0102.Superseded values are not recommended for survey control.
 KJ0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0102.See file dsdata.txt to determine how the superseded data were derived.
 KJ0102
 KJ0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD822523(NAD 83)
 KJ0102_MARKER: DB = BENCH MARK DISK
 KJ0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0102_STAMPING: C 58 1935
 KJ0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0102+STABILITY: SURFACE MOTION
 KJ0102
 KJ0102  HISTORY     - Date     Condition        Report By
 KJ0102  HISTORY     - 1935     MONUMENTED       CGS
 KJ0102
 KJ0102                          STATION DESCRIPTION
 KJ0102
 KJ0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KJ0102'0.7 MI W FROM SEIBERT.
 KJ0102'0.7 MILE WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 KJ0102'FROM THE STATION AT SEIBERT, AT POLE 487+05, 100 YARDS NORTHEAST
 KJ0102'OF A LARGE BRIDGE, 75 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 KJ0102'40 FEET SOUTH OF THE WEST END OF A SNOW-DRIFT FENCE, AND 4 FEET
 KJ0102'WEST OF A POLE.  A STANDARD DISK, STAMPED C 58 1935 AND SET IN THE
 KJ0102'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0175 ***********************************************************************
 LK0175  DESIGNATION -  C 59
 LK0175  PID         -  LK0175
 LK0175  STATE/COUNTY-  CO/PHILLIPS
 LK0175  USGS QUAD   -  ROCKLAND (1972)
 LK0175
 LK0175                         *CURRENT SURVEY CONTROL
 LK0175  ___________________________________________________________________
 LK0175* NAD 83(1986)-  40 33 17.     (N)    102 37 36.     (W)     SCALED    
 LK0175* NAVD 88     -      1235.807  (meters)    4054.48   (feet)  ADJUSTED  
 LK0175  ___________________________________________________________________
 LK0175  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 LK0175  DYNAMIC HT  -        1234.893 (meters)    4051.48  (feet)  COMP
 LK0175  MODELED GRAV-     979,841.8   (mgal)                       NAVD 88
 LK0175
 LK0175  VERT ORDER  -  SECOND    CLASS 0
 LK0175
 LK0175.The horizontal coordinates were scaled from a topographic map and have
 LK0175.an estimated accuracy of +/- 6 seconds.
 LK0175
 LK0175.The orthometric height was determined by differential leveling
 LK0175.and adjusted by the National Geodetic Survey in June 1991..
 LK0175
 LK0175.The geoid height was determined by GEOID03.
 LK0175
 LK0175.The dynamic height is computed by dividing the NAVD 88
 LK0175.geopotential number by the normal gravity value computed on the
 LK0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0175.degrees latitude (g = 980.6199 gals.).
 LK0175
 LK0175.The modeled gravity was interpolated from observed gravity values.
 LK0175
 LK0175;                    North         East    Units  Estimated Accuracy
 LK0175;SPC CO N     -   444,360.    1,157,720.      MT  (+/- 180 meters Scaled)
 LK0175
 LK0175                          SUPERSEDED SURVEY CONTROL
 LK0175
 LK0175  NGVD 29 (??/??/92) 1235.280  (m)         4052.75   (f) ADJ UNCH    2 0
 LK0175
 LK0175.Superseded values are not recommended for survey control.
 LK0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0175.See file dsdata.txt to determine how the superseded data were derived.
 LK0175
 LK0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE009920(NAD 83)
 LK0175_MARKER: DB = BENCH MARK DISK
 LK0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0175_STAMPING: C 59 1935
 LK0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0175+STABILITY: SURFACE MOTION
 LK0175
 LK0175  HISTORY     - Date     Condition        Report By
 LK0175  HISTORY     - 1935     MONUMENTED       CGS
 LK0175  HISTORY     - 1942     GOOD             NGS
 LK0175
 LK0175                          STATION DESCRIPTION
 LK0175
 LK0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LK0175'6.4 MI S FROM HAXTUN.
 LK0175'6.4 MILES SOUTH ALONG STATE HIGHWAY 59 FROM THE CITY PARK AT HAXTUN,
 LK0175'PHILLIPS COUNTY, 0.3 MILE SOUTH OF A FARMHOUSE, AT A ROAD
 LK0175'INTERSECTION, 72 FEET NORTH OF THE CENTERLINE OF THE ROAD, 35 FEET
 LK0175'WEST OF THE CENTERLINE OF THE HIGHWAY, 18 FT. WEST OF A FENCE CORNER,
 LK0175'AND 1-1/2 FEET NORTH OF THE FENCE.  A STANDARD DISK, STAMPED C 59 1935
 LK0175'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5824 ***********************************************************************
 AH5824  DESIGNATION -  C 59 MP 53.0
 AH5824  PID         -  AH5824
 AH5824  STATE/COUNTY-  CO/KIT CARSON
 AH5824  USGS QUAD   -  SEIBERT NE (1979)
 AH5824
 AH5824                         *CURRENT SURVEY CONTROL
 AH5824  ___________________________________________________________________
 AH5824* NAD 83(1992)-  39 28 05.76303(N)    102 52 22.20695(W)     ADJUSTED  
 AH5824* NAVD 88     -      1407.3    (meters)    4617.     (feet)  GPS OBS   
 AH5824  ___________________________________________________________________
 AH5824  X           -  -1,098,682.279 (meters)                     COMP
 AH5824  Y           -  -4,807,571.754 (meters)                     COMP
 AH5824  Z           -   4,033,465.261 (meters)                     COMP
 AH5824  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 AH5824  ELLIP HEIGHT-        1385.77  (meters)          (12/03/02) GPS OBS
 AH5824  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 AH5824
 AH5824  HORZ ORDER  -  FIRST
 AH5824  ELLP ORDER  -  FOURTH    CLASS II
 AH5824
 AH5824.The horizontal coordinates were established by GPS observations
 AH5824.and adjusted by the National Geodetic Survey in December 1998..
 AH5824
 AH5824.The orthometric height was determined by GPS observations and a
 AH5824.high-resolution geoid model.
 AH5824
 AH5824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5824
 AH5824.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5824
 AH5824.The ellipsoidal height was determined by GPS observations
 AH5824.and is referenced to NAD 83.
 AH5824
 AH5824.The geoid height was determined by GEOID03.
 AH5824
 AH5824;                    North         East     Units Scale Factor Converg.
 AH5824;SPC CO C     -   489,561.319 1,140,434.606   MT  0.99995640   +1 39 24.9
 AH5824;SPC CO C     - 1,606,169.09  3,741,575.87   sFT  0.99995640   +1 39 24.9
 AH5824;UTM  13      - 4,370,902.497   682,982.822   MT  1.00001226   +1 21 09.0
 AH5824
 AH5824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5824!SPC CO C     -   0.99978264  x   0.99995640  =   0.99973905
 AH5824!UTM  13      -   0.99978264  x   1.00001226  =   0.99979489
 AH5824
 AH5824                          SUPERSEDED SURVEY CONTROL
 AH5824
 AH5824  ELLIP H (12/14/98) 1385.76   (m)                       GP(       ) 4 2
 AH5824
 AH5824.Superseded values are not recommended for survey control.
 AH5824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5824.See file dsdata.txt to determine how the superseded data were derived.
 AH5824
 AH5824_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD8298370902(NAD 83)
 AH5824_MARKER: DD = SURVEY DISK
 AH5824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH5824_STAMPING: 369 00 50 RT
 AH5824_MARK LOGO: CODH  
 AH5824_PROJECTION: FLUSH
 AH5824_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH5824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5824+STABILITY: SURFACE MOTION
 AH5824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5824+SATELLITE: SATELLITE OBSERVATIONS - 1966
 AH5824
 AH5824  HISTORY     - Date     Condition        Report By
 AH5824  HISTORY     - 1966     MONUMENTED       CODH
 AH5824
 AH5824                          STATION DESCRIPTION
 AH5824
 AH5824'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1966
 AH5824'THE STATION WILL BE USED DURING A COLORADO HARN DENSIFICATION PROJECT
 AH5824'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) NORTH OF SEIBERT, 15 MI
 AH5824'(24.1 KM) SOUTH OF COPE AT STATE HIGHWAY 59 (SH 59) MILEPOST 53.0 IN
 AH5824'THE SOUTHEAST 1/4 OF SECTION 4, T 7 S, R 49 W, 6TH PM OWNERSHIP--
 AH5824'CODOT TO REACH THE STATION FROM THE JUNCTION OF I-70 AND SH 59 (I-70
 AH5824'EXIT 405) NEAR SEIBERT, PROCEED NORTH ON SH 59 FOR 12.3 MI (19.8 KM)
 AH5824'TO THE STATION ON THE LEFT TO REACH THE STATION FROM THE WEST JUNCTION
 AH5824'OF US 36 AND SH 59 NEAR COPE, PROCEED SOUTH ON SH 59 FOR 14.3 MI (23.0
 AH5824'KM) TO THE STATION ON THE RIGHT THE STATION IS A BRASS COLORADO
 AH5824'DEPARTMENT OF HIGHWAYS RIGHT OF WAY DISK IN THE TOP OF A ROUND
 AH5824'CONCRETE POST.  IT IS 15.1 M (49.5 FT) WEST OF THE CENTER OF SH 59,
 AH5824'13.0 M (42.7 FT) SOUTH OF THE CENTER OF A ROAD BEARING WEST TO A FARM
 AH5824'HOUSE, 4.5 M (14.8 FT) SOUTH OF A POWER POLE, 1.5 M (4.9 FT) NORTHWEST
 AH5824'OF A STEEL CODOT WITNESS POST, 1.5 M (4.9 FT) SOUTHEAST OF A STEEL
 AH5824'CODOT WITNESS POST AND 0.15 M (0.49 FT) EAST OF A STEEL FENCE POST
 AH5824'DESCRIPTION BY K A WILLIAMS, CODOT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0588 ***********************************************************************
 JK0588  DESIGNATION -  C 6
 JK0588  PID         -  JK0588
 JK0588  STATE/COUNTY-  CO/FREMONT
 JK0588  USGS QUAD   -  HOWARD (1994)
 JK0588
 JK0588                         *CURRENT SURVEY CONTROL
 JK0588  ___________________________________________________________________
 JK0588* NAD 83(1986)-  38 23 39.     (N)    105 46 21.     (W)     SCALED    
 JK0588* NAVD 88     -      1987.969  (meters)    6522.19   (feet)  ADJUSTED  
 JK0588  ___________________________________________________________________
 JK0588  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 JK0588  DYNAMIC HT  -        1985.607 (meters)    6514.45  (feet)  COMP
 JK0588  MODELED GRAV-     979,370.8   (mgal)                       NAVD 88
 JK0588
 JK0588  VERT ORDER  -  FIRST     CLASS II
 JK0588
 JK0588.The horizontal coordinates were scaled from a topographic map and have
 JK0588.an estimated accuracy of +/- 6 seconds.
 JK0588
 JK0588.The orthometric height was determined by differential leveling
 JK0588.and adjusted by the National Geodetic Survey in June 1991..
 JK0588
 JK0588.The geoid height was determined by GEOID03.
 JK0588
 JK0588.The dynamic height is computed by dividing the NAVD 88
 JK0588.geopotential number by the normal gravity value computed on the
 JK0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0588.degrees latitude (g = 980.6199 gals.).
 JK0588
 JK0588.The modeled gravity was interpolated from observed gravity values.
 JK0588
 JK0588;                    North         East    Units  Estimated Accuracy
 JK0588;SPC CO C     -   367,090.      890,600.      MT  (+/- 180 meters Scaled)
 JK0588
 JK0588                          SUPERSEDED SURVEY CONTROL
 JK0588
 JK0588  NGVD 29 (??/??/92) 1986.652  (m)         6517.87   (f) ADJ UNCH    1 2
 JK0588
 JK0588.Superseded values are not recommended for survey control.
 JK0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0588.See file dsdata.txt to determine how the superseded data were derived.
 JK0588
 JK0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC325498(NAD 83)
 JK0588_MARKER: DB = BENCH MARK DISK
 JK0588_SETTING: 80 = SET IN A BOULDER
 JK0588_SP_SET: BOULDER
 JK0588_STAMPING: C 6 1925 6517.953
 JK0588_MARK LOGO: CGS   
 JK0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0588+STABILITY: SURFACE MOTION
 JK0588
 JK0588  HISTORY     - Date     Condition        Report By
 JK0588  HISTORY     - 1925     MONUMENTED       CGS
 JK0588  HISTORY     - 1953     GOOD             NGS
 JK0588  HISTORY     - 1979     GOOD             USGS
 JK0588  HISTORY     - 1984     GOOD             NGS
 JK0588
 JK0588                          STATION DESCRIPTION
 JK0588
 JK0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0588'6.2 MI NW FROM COTOPAXI.
 JK0588'6.2 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0588'RAILROAD FROM THE STATION AT COTOPAXI, 0.3 MILE SOUTHEAST OF A
 JK0588'ROAD CROSSING, 0.1 MILE SOUTHEAST OF MILEPOST 198, 59.4 FEET
 JK0588'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 5 FEET NORTHEAST
 JK0588'OF A FENCE, 2 FEET ABOVE THE GROUND, SET IN THE TOP OF A 4X6 FOOT
 JK0588'GRANITE BOULDER, 0.95 MILE SOUTHEAST OF BENCH MARK Q 340.
 JK0588
 JK0588                          STATION RECOVERY (1979)
 JK0588
 JK0588'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JK0588'6.2 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0588'FROM THE COUNTY ROAD CROSSING AT COTOPAXI, 0.3 MILES SOUTHEAST OF A
 JK0588'ROAD CROSSING, 0.1 MILES SOUTHEAST OF MILEPOST 198, 59.4 FEET
 JK0588'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 5 FEET NORTHEAST
 JK0588'OF A FENCE, 2 FEET ABOVE THE GROUND, SET IN THE TOP OF A 4 X 6 FOOT
 JK0588'GRANITE BOULDER, 0.95 MILES SOUTHEAST OF BENCH MARK Q 340.
 JK0588
 JK0588                          STATION RECOVERY (1984)
 JK0588
 JK0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0588'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  15.7 KM (9.75
 JK0588'MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS SOUTH JUNCTION WITH U.S.
 JK0588'HIGHWAY 285 IN PONCHA SPRINGS, THENCE 0.3 KM (0.2 MI) EAST ALONG A
 JK0588'DIRT ROAD, THENCE 18.1 KM (11.25 MI) EASTERLY ALONG THE DENVER AND
 JK0588'RIO GRANDE WESTERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0093 ***********************************************************************
 LK0093  DESIGNATION -  C 60
 LK0093  PID         -  LK0093
 LK0093  STATE/COUNTY-  CO/YUMA
 LK0093  USGS QUAD   -  ECKLEY (1980)
 LK0093
 LK0093                         *CURRENT SURVEY CONTROL
 LK0093  ___________________________________________________________________
 LK0093* NAD 83(1986)-  40 06 49.     (N)    102 29 27.     (W)     SCALED    
 LK0093* NAVD 88     -      1187.426  (meters)    3895.75   (feet)  ADJUSTED  
 LK0093  ___________________________________________________________________
 LK0093  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 LK0093  DYNAMIC HT  -        1186.510 (meters)    3892.74  (feet)  COMP
 LK0093  MODELED GRAV-     979,812.9   (mgal)                       NAVD 88
 LK0093
 LK0093  VERT ORDER  -  SECOND    CLASS 0
 LK0093
 LK0093.The horizontal coordinates were scaled from a topographic map and have
 LK0093.an estimated accuracy of +/- 6 seconds.
 LK0093
 LK0093.The orthometric height was determined by differential leveling
 LK0093.and adjusted by the National Geodetic Survey in June 1991..
 LK0093
 LK0093.The geoid height was determined by GEOID03.
 LK0093
 LK0093.The dynamic height is computed by dividing the NAVD 88
 LK0093.geopotential number by the normal gravity value computed on the
 LK0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0093.degrees latitude (g = 980.6199 gals.).
 LK0093
 LK0093.The modeled gravity was interpolated from observed gravity values.
 LK0093
 LK0093;                    North         East    Units  Estimated Accuracy
 LK0093;SPC CO N     -   395,790.    1,170,880.      MT  (+/- 180 meters Scaled)
 LK0093
 LK0093                          SUPERSEDED SURVEY CONTROL
 LK0093
 LK0093  NGVD 29 (??/??/92) 1186.910  (m)         3894.05   (f) ADJ UNCH    2 0
 LK0093
 LK0093.Superseded values are not recommended for survey control.
 LK0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0093.See file dsdata.txt to determine how the superseded data were derived.
 LK0093
 LK0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE138433(NAD 83)
 LK0093_MARKER: DB = BENCH MARK DISK
 LK0093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LK0093_SP_SET: FOUNDATION
 LK0093_STAMPING: C 60 1935
 LK0093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0093
 LK0093  HISTORY     - Date     Condition        Report By
 LK0093  HISTORY     - 1935     MONUMENTED       CGS
 LK0093  HISTORY     - 1942     GOOD             USGS
 LK0093
 LK0093                          STATION DESCRIPTION
 LK0093
 LK0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LK0093'AT ECKLEY.
 LK0093'AT ECKLEY, YUMA COUNTY, 150 YARDS SOUTH OF THE MAIN TRACK OF THE
 LK0093'CHICAGO, BURLINGTON AND QUINCY RAILROAD, 150 FEET NORTHWEST OF THE
 LK0093'CITY HALL, 200 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 54,
 LK0093'AND IN THE TOP OF THE NORTHWEST CONCRETE FOUNDATION BLOCK OF THE
 LK0093'MUNICIPAL WATER TANK.  A STANDARD DISK, STAMPED C 60 1935.
 LK0093
 LK0093                          STATION RECOVERY (1942)
 LK0093
 LK0093'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1942
 LK0093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0243 ***********************************************************************
 LK0243  DESIGNATION -  C 61
 LK0243  PID         -  LK0243
 LK0243  STATE/COUNTY-  CO/WASHINGTON
 LK0243  USGS QUAD   -  PINNEO (1984)
 LK0243
 LK0243                         *CURRENT SURVEY CONTROL
 LK0243  ___________________________________________________________________
 LK0243* NAD 83(1986)-  40 12 06.     (N)    103 25 35.     (W)     SCALED    
 LK0243* NAVD 88     -      1334.446  (meters)    4378.09   (feet)  ADJUSTED  
 LK0243  ___________________________________________________________________
 LK0243  GEOID HEIGHT-         -19.90  (meters)                     GEOID03
 LK0243  DYNAMIC HT  -        1333.376 (meters)    4374.58  (feet)  COMP
 LK0243  MODELED GRAV-     979,777.0   (mgal)                       NAVD 88
 LK0243
 LK0243  VERT ORDER  -  SECOND    CLASS 0
 LK0243
 LK0243.The horizontal coordinates were scaled from a topographic map and have
 LK0243.an estimated accuracy of +/- 6 seconds.
 LK0243
 LK0243.The orthometric height was determined by differential leveling
 LK0243.and adjusted by the National Geodetic Survey in June 1991..
 LK0243
 LK0243.The geoid height was determined by GEOID03.
 LK0243
 LK0243.The dynamic height is computed by dividing the NAVD 88
 LK0243.geopotential number by the normal gravity value computed on the
 LK0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0243.degrees latitude (g = 980.6199 gals.).
 LK0243
 LK0243.The modeled gravity was interpolated from observed gravity values.
 LK0243
 LK0243;                    North         East    Units  Estimated Accuracy
 LK0243;SPC CO N     -   403,280.    1,090,930.      MT  (+/- 180 meters Scaled)
 LK0243
 LK0243                          SUPERSEDED SURVEY CONTROL
 LK0243
 LK0243  NGVD 29 (??/??/92) 1333.799  (m)         4375.97   (f) ADJ UNCH    2 0
 LK0243
 LK0243.Superseded values are not recommended for survey control.
 LK0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0243.See file dsdata.txt to determine how the superseded data were derived.
 LK0243
 LK0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE339513(NAD 83)
 LK0243_MARKER: DB = BENCH MARK DISK
 LK0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0243_STAMPING: C 61 1935
 LK0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0243+STABILITY: SURFACE MOTION
 LK0243
 LK0243  HISTORY     - Date     Condition        Report By
 LK0243  HISTORY     - 1935     MONUMENTED       CGS
 LK0243
 LK0243                          STATION DESCRIPTION
 LK0243
 LK0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LK0243'12.2 MI W FROM AKRON.
 LK0243'IN WASHINGTON COUNTY, 12.2 MILES WEST ALONG THE CHICAGO, BURLINGTON
 LK0243'AND QUINCY RAILROAD FROM THE STATION AT AKRON, WASHINGTON COUNTY,
 LK0243'11.8 MILES EAST OF THE STATION AT BRUSH, MORGAN COUNTY, 40 FEET
 LK0243'NORTHEAST OF MILEPOST 443, 50 FEET NORTH OF THE CENTERLINE OF THE
 LK0243'TRACK, AND 2 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED
 LK0243'C 61 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0119 ***********************************************************************
 LL0119  DESIGNATION -  C 62
 LL0119  PID         -  LL0119
 LL0119  STATE/COUNTY-  CO/WELD
 LL0119  USGS QUAD   -  PROSPECT VALLEY (1978)
 LL0119
 LL0119                         *CURRENT SURVEY CONTROL
 LL0119  ___________________________________________________________________
 LL0119* NAD 83(1986)-  40 04 23.     (N)    104 22 34.     (W)     SCALED    
 LL0119* NAVD 88     -      1478.492  (meters)    4850.69   (feet)  ADJUSTED  
 LL0119  ___________________________________________________________________
 LL0119  GEOID HEIGHT-         -18.74  (meters)                     GEOID03
 LL0119  DYNAMIC HT  -        1477.207 (meters)    4846.47  (feet)  COMP
 LL0119  MODELED GRAV-     979,704.8   (mgal)                       NAVD 88
 LL0119
 LL0119  VERT ORDER  -  SECOND    CLASS 0
 LL0119
 LL0119.The horizontal coordinates were scaled from a topographic map and have
 LL0119.an estimated accuracy of +/- 6 seconds.
 LL0119
 LL0119.The orthometric height was determined by differential leveling
 LL0119.and adjusted by the National Geodetic Survey in June 1991..
 LL0119.WARNING-Repeat measurements at this control monument indicate possible
 LL0119.vertical movement.
 LL0119
 LL0119.The geoid height was determined by GEOID03.
 LL0119
 LL0119.The dynamic height is computed by dividing the NAVD 88
 LL0119.geopotential number by the normal gravity value computed on the
 LL0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0119.degrees latitude (g = 980.6199 gals.).
 LL0119
 LL0119.The modeled gravity was interpolated from observed gravity values.
 LL0119
 LL0119;                    North         East    Units  Estimated Accuracy
 LL0119;SPC CO N     -   387,540.    1,010,270.      MT  (+/- 180 meters Scaled)
 LL0119
 LL0119                          SUPERSEDED SURVEY CONTROL
 LL0119
 LL0119  NGVD 29 (??/??/92) 1477.662  (m)         4847.96   (f) ADJ UNCH    2 0
 LL0119
 LL0119.Superseded values are not recommended for survey control.
 LL0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0119.See file dsdata.txt to determine how the superseded data were derived.
 LL0119
 LL0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE531360(NAD 83)
 LL0119_MARKER: DB = BENCH MARK DISK
 LL0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0119_STAMPING: C 62 1934
 LL0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0119+STABILITY: SURFACE MOTION
 LL0119
 LL0119  HISTORY     - Date     Condition        Report By
 LL0119  HISTORY     - 1934     MONUMENTED       CGS
 LL0119  HISTORY     - 1952     GOOD             NGS
 LL0119  HISTORY     - 1979     MARK NOT FOUND   NGS
 LL0119
 LL0119                          STATION DESCRIPTION
 LL0119
 LL0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 LL0119'2 MI E FROM PROSPECT VALLEY.
 LL0119'2.0 MILES EAST ALONG STATE HIGHWAY 52 FROM ITS INTERSECTION WITH
 LL0119'STATE HIGHWAY 79 AT PROSPECT VALLEY, 38 FEET SOUTH OF THE CENTER
 LL0119'LINE OF THE HIGHWAY, 24 FEET EAST OF THE CENTER LINE OF A NORTH AND
 LL0119'SOUTH ROAD, 1.3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 LL0119'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 LL0119
 LL0119                          STATION RECOVERY (1979)
 LL0119
 LL0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LL0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0248 ***********************************************************************
 LK0248  DESIGNATION -  C 63 RESET
 LK0248  PID         -  LK0248
 LK0248  STATE/COUNTY-  CO/WASHINGTON
 LK0248  USGS QUAD   -  AKRON (1973)
 LK0248
 LK0248                         *CURRENT SURVEY CONTROL
 LK0248  ___________________________________________________________________
 LK0248* NAD 83(1992)-  40 14 10.73331(N)    103 12 33.73219(W)     ADJUSTED  
 LK0248* NAVD 88     -      1406.94   (meters)    4615.9    (feet)  RESET     
 LK0248  ___________________________________________________________________
 LK0248  X           -  -1,114,411.309 (meters)                     COMP
 LK0248  Y           -  -4,747,824.196 (meters)                     COMP
 LK0248  Z           -   4,098,947.273 (meters)                     COMP
 LK0248  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 LK0248  ELLIP HEIGHT-        1386.80  (meters)          (12/03/02) GPS OBS
 LK0248  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 LK0248
 LK0248  HORZ ORDER  -  FIRST
 LK0248  VERT ORDER  -  THIRD
 LK0248  ELLP ORDER  -  FOURTH    CLASS II
 LK0248
 LK0248.The horizontal coordinates were established by GPS observations
 LK0248.and adjusted by the National Geodetic Survey in July 1996..
 LK0248
 LK0248.The orthometric height was computed from unverified reset data.
 LK0248.No vertical observational check was made to the station.
 LK0248
 LK0248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0248
 LK0248.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0248
 LK0248.The ellipsoidal height was determined by GPS observations
 LK0248.and is referenced to NAD 83.
 LK0248
 LK0248.The geoid height was determined by GEOID03.
 LK0248
 LK0248;                    North         East     Units Scale Factor Converg.
 LK0248;SPC CO N     -   407,576.536 1,109,301.509   MT  0.99995688   +1 28 48.2
 LK0248;SPC CO N     - 1,337,190.69  3,639,433.37   sFT  0.99995688   +1 28 48.2
 LK0248;UTM  13      - 4,455,524.155   652,323.590   MT  0.99988563   +1 09 24.7
 LK0248
 LK0248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0248!SPC CO N     -   0.99978249  x   0.99995688  =   0.99973938
 LK0248!UTM  13      -   0.99978249  x   0.99988563  =   0.99966815
 LK0248
 LK0248                          SUPERSEDED SURVEY CONTROL
 LK0248
 LK0248  ELLIP H (10/08/96) 1386.82   (m)                       GP(       ) 1 1
 LK0248  ELLIP H (07/08/96) 1387.08   (m)                       GP(       ) 1 1
 LK0248  NAVD 88 (07/08/96) 1406.94   (m)         4615.9    (f) LEVELING    3  
 LK0248  NGVD 29 (??/??/??) 1406.30   (m)         4613.8    (f) RESET       3  
 LK0248
 LK0248.Superseded values are not recommended for survey control.
 LK0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0248.See file dsdata.txt to determine how the superseded data were derived.
 LK0248
 LK0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE5232455524(NAD 83)
 LK0248_MARKER: DB = BENCH MARK DISK
 LK0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0248_STAMPING: C 63 RESET 1938
 LK0248_MARK LOGO: CGS   
 LK0248_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LK0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0248+STABILITY: SURFACE MOTION
 LK0248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0248+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1995
 LK0248
 LK0248  HISTORY     - Date     Condition        Report By
 LK0248  HISTORY     - 1938     MONUMENTED       CGS
 LK0248  HISTORY     - 1938     GOOD             NGS
 LK0248  HISTORY     - 19950629 GOOD             NGS
 LK0248
 LK0248                          STATION DESCRIPTION
 LK0248
 LK0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 LK0248'5.7 MI N FROM AKRON.
 LK0248'5.7 MILES NORTH ALONG STATE HIGHWAY 63 FROM AKRON, WASHINGTON COUNTY,
 LK0248'AT THE ENTRANCE TO ROCK HILL RANCH, 200 FEET SOUTHWEST OF THE RANCH
 LK0248'HOUSE, 54 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 31 FEET SOUTH
 LK0248'OF THE GATE, AND 1 FOOT EAST OF THE FENCE.  A STANDARD DISK, STAMPED
 LK0248'C 63 RESET 1938 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THIS
 LK0248'BENCH MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED BY ENGINEERS
 LK0248'OF THE STATE HIGHWAY DEPARTMENT IN THE SPRING OF 1938.
 LK0248
 LK0248                          STATION RECOVERY (1995)
 LK0248
 LK0248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 LK0248'THE STATION IS LOCATED ABOUT 21.5 MI (34.6 KM) EAST OF BRUSH, 20.5 MI
 LK0248'(33.0 KM) SOUTH OF ATWOOD AND 5.4 MI (8.7 KM) NORTH OF AKRON, IN THE
 LK0248'SOUTHWEST 1/4 OF SECTION 9, T 3 N, R 52 W, AT COLORADO STATE HIGHWAY
 LK0248'63 MILEPOST 34.35.  OWNERSHIP COLORADO DEPT.  OF TRANSPORTATION
 LK0248'RIGHT-OF-WAY.  TO REACH THE STATION FROM THE INTERSECTION OF US
 LK0248'HIGHWAY 34 AND STATE HIGHWAY 63 IN AKRON, GO NORTH ON STATE HIGHWAY 63
 LK0248'FOR 5.35 MI (8.61 KM) TO THE STATION ON THE RIGHT.  THE DISK IS A
 LK0248'STANDARD DISK SET IN AN 8-INCH SQUARE CONCRETE POST PROJECTING 2 CM
 LK0248'ABOVE THE GROUND.  IT IS 18.2 M (59.7 FT) EAST OF THE CENTER LINE OF
 LK0248'STATE HIGHWAY 63, 14.9 M (48.9 FT) SOUTH OF A PRIVATE DRIVEWAY TO A
 LK0248'HOUSE, 10.9 M (35.8 FT) SOUTH OF A FENCE CORNER, 0.2 M (0.7 FT) NORTH
 LK0248'OF A WITNESS POST, 0.1 M (0.3 FT) WEST OF A BARBED WIRE FENCE AND
 LK0248'ABOUT 15 CM BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0328 ***********************************************************************
 HK0328  DESIGNATION -  C 64
 HK0328  PID         -  HK0328
 HK0328  STATE/COUNTY-  CO/COSTILLA
 HK0328  USGS QUAD   -  GARCIA (1967)
 HK0328
 HK0328                         *CURRENT SURVEY CONTROL
 HK0328  ___________________________________________________________________
 HK0328* NAD 83(1986)-  37 00 39.     (N)    105 36 36.     (W)     SCALED    
 HK0328* NAVD 88     -      2317.597  (meters)    7603.65   (feet)  ADJUSTED  
 HK0328  ___________________________________________________________________
 HK0328  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 HK0328  DYNAMIC HT  -        2314.431 (meters)    7593.26  (feet)  COMP
 HK0328  MODELED GRAV-     979,182.0   (mgal)                       NAVD 88
 HK0328
 HK0328  VERT ORDER  -  SECOND    CLASS 0
 HK0328
 HK0328.The horizontal coordinates were scaled from a topographic map and have
 HK0328.an estimated accuracy of +/- 6 seconds.
 HK0328
 HK0328.The orthometric height was determined by differential leveling
 HK0328.and adjusted by the National Geodetic Survey in June 1991..
 HK0328
 HK0328.The geoid height was determined by GEOID03.
 HK0328
 HK0328.The dynamic height is computed by dividing the NAVD 88
 HK0328.geopotential number by the normal gravity value computed on the
 HK0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0328.degrees latitude (g = 980.6199 gals.).
 HK0328
 HK0328.The modeled gravity was interpolated from observed gravity values.
 HK0328
 HK0328;                    North         East    Units  Estimated Accuracy
 HK0328;SPC CO S     -   343,000.      904,610.      MT  (+/- 180 meters Scaled)
 HK0328
 HK0328                          SUPERSEDED SURVEY CONTROL
 HK0328
 HK0328  NGVD 29 (??/??/92) 2316.318  (m)         7599.45   (f) ADJ UNCH    2 0
 HK0328
 HK0328.Superseded values are not recommended for survey control.
 HK0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0328.See file dsdata.txt to determine how the superseded data were derived.
 HK0328
 HK0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA457962(NAD 83)
 HK0328_MARKER: DB = BENCH MARK DISK
 HK0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0328_STAMPING: C 64 1934
 HK0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0328+STABILITY: SURFACE MOTION
 HK0328
 HK0328  HISTORY     - Date     Condition        Report By
 HK0328  HISTORY     - 1934     MONUMENTED       CGS
 HK0328
 HK0328                          STATION DESCRIPTION
 HK0328
 HK0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0328'1 MI NE FROM JAROSO.
 HK0328'ABOUT 1.0 MILE NORTHEAST ALONG THE ROAD LEADING TO GARCIA FROM
 HK0328'JAROSO, COSTILLA COUNTY, AT THE INTERSECTION OF A NORTH-AND-SOUTH
 HK0328'ROAD, ABOUT 50 YARDS WEST OF A 2-STORY HOUSE, 24 FEET NORTH OF THE
 HK0328'CENTER LINE OF THE JAROSO-GARCIA ROAD, 12 FEET WEST OF A FENCE
 HK0328'CORNER, AND 2 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED
 HK0328'C 64 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0317 ***********************************************************************
 HK0317  DESIGNATION -  C 65
 HK0317  PID         -  HK0317
 HK0317  STATE/COUNTY-  CO/CONEJOS
 HK0317  USGS QUAD   -  MANASSA NE (1979)
 HK0317
 HK0317                         *CURRENT SURVEY CONTROL
 HK0317  ___________________________________________________________________
 HK0317* NAD 83(1986)-  37 10 29.     (N)    105 47 49.     (W)     SCALED    
 HK0317* NAVD 88     -      2401.640  (meters)    7879.38   (feet)  ADJUSTED  
 HK0317  ___________________________________________________________________
 HK0317  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 HK0317  DYNAMIC HT  -        2398.441 (meters)    7868.89  (feet)  COMP
 HK0317  MODELED GRAV-     979,212.0   (mgal)                       NAVD 88
 HK0317
 HK0317  VERT ORDER  -  SECOND    CLASS 0
 HK0317
 HK0317.The horizontal coordinates were scaled from a topographic map and have
 HK0317.an estimated accuracy of +/- 6 seconds.
 HK0317
 HK0317.The orthometric height was determined by differential leveling
 HK0317.and adjusted by the National Geodetic Survey in June 1991..
 HK0317
 HK0317.The geoid height was determined by GEOID03.
 HK0317
 HK0317.The dynamic height is computed by dividing the NAVD 88
 HK0317.geopotential number by the normal gravity value computed on the
 HK0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0317.degrees latitude (g = 980.6199 gals.).
 HK0317
 HK0317.The modeled gravity was interpolated from observed gravity values.
 HK0317
 HK0317;                    North         East    Units  Estimated Accuracy
 HK0317;SPC CO S     -   361,230.      888,030.      MT  (+/- 180 meters Scaled)
 HK0317
 HK0317                          SUPERSEDED SURVEY CONTROL
 HK0317
 HK0317  NGVD 29 (??/??/92) 2400.409  (m)         7875.34   (f) ADJ UNCH    2 0
 HK0317
 HK0317.Superseded values are not recommended for survey control.
 HK0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0317.See file dsdata.txt to determine how the superseded data were derived.
 HK0317
 HK0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB292145(NAD 83)
 HK0317_MARKER: DB = BENCH MARK DISK
 HK0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0317_STAMPING: C 65 1934
 HK0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0317+STABILITY: SURFACE MOTION
 HK0317
 HK0317  HISTORY     - Date     Condition        Report By
 HK0317  HISTORY     - 1934     MONUMENTED       CGS
 HK0317  HISTORY     - 1967     GOOD             USGS
 HK0317
 HK0317                          STATION DESCRIPTION
 HK0317
 HK0317'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 HK0317'7.7 MI E FROM MANASSA.
 HK0317'7.7 MILES EAST OF THE POST OFFICE AT MANASSA, COLORADO, ON STATE
 HK0317'HWY. 142. THENCE SOUTH OF THE BLACK TOP 200 FT. THE BM IS LOCATED
 HK0317'260 FT NORTHEAST OF A DEEP DITCH WHICH CUTS OF THE TRACE OF THE
 HK0317'OLD ROAD AND IS 35 FT SOUTHEAST OF THE OLD ROAD.  THE BM PROJECTS
 HK0317'1.4 FT ABOVE THE GROUND.  SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0242 ***********************************************************************
 HK0242  DESIGNATION -  C 66
 HK0242  PID         -  HK0242
 HK0242  STATE/COUNTY-  CO/LAS ANIMAS
 HK0242  USGS QUAD   -  STONEWALL (1994)
 HK0242
 HK0242                         *CURRENT SURVEY CONTROL
 HK0242  ___________________________________________________________________
 HK0242* NAD 83(1986)-  37 12 23.     (N)    105 06 53.     (W)     SCALED    
 HK0242* NAVD 88     -      3064.727  (meters)   10054.86   (feet)  ADJUSTED  
 HK0242  ___________________________________________________________________
 HK0242  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 HK0242  DYNAMIC HT  -        3060.248 (meters)   10040.16  (feet)  COMP
 HK0242  MODELED GRAV-     979,057.1   (mgal)                       NAVD 88
 HK0242
 HK0242  VERT ORDER  -  SECOND    CLASS 0
 HK0242
 HK0242.The horizontal coordinates were scaled from a topographic map and have
 HK0242.an estimated accuracy of +/- 6 seconds.
 HK0242
 HK0242.The orthometric height was determined by differential leveling
 HK0242.and adjusted by the National Geodetic Survey in June 1991..
 HK0242
 HK0242.The geoid height was determined by GEOID03.
 HK0242
 HK0242.The dynamic height is computed by dividing the NAVD 88
 HK0242.geopotential number by the normal gravity value computed on the
 HK0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0242.degrees latitude (g = 980.6199 gals.).
 HK0242
 HK0242.The modeled gravity was interpolated from observed gravity values.
 HK0242
 HK0242;                    North         East    Units  Estimated Accuracy
 HK0242;SPC CO S     -   364,770.      948,600.      MT  (+/- 180 meters Scaled)
 HK0242
 HK0242                          SUPERSEDED SURVEY CONTROL
 HK0242
 HK0242  NGVD 29 (??/??/92) 3063.175  (m)        10049.77   (f) ADJ UNCH    2 0
 HK0242
 HK0242.Superseded values are not recommended for survey control.
 HK0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0242.See file dsdata.txt to determine how the superseded data were derived.
 HK0242
 HK0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB898177(NAD 83)
 HK0242_MARKER: DB = BENCH MARK DISK
 HK0242_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HK0242_STAMPING: C 66 1934
 HK0242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0242
 HK0242  HISTORY     - Date     Condition        Report By
 HK0242  HISTORY     - 1934     MONUMENTED       CGS
 HK0242
 HK0242                          STATION DESCRIPTION
 HK0242
 HK0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0242'19 MI E FROM CHAMA.
 HK0242'19.0 MI E OF CHAMA ON THE WHISKEY PASS TRAIL, ABOUT 4.8 MI WEST
 HK0242'OF THE JUNCTION OF HWY 111 AND ROAD TO WHISKEY PASS, ON THE
 HK0242'WHISKEY PASS TRAIL, ABOUT 100 YDS EAST OF A CLEARING AND A CABIN
 HK0242'ON A CREEK BANK, 16 FEET NORTH OF THE CENTER OF A JUNCTION OF THE
 HK0242'TRAIL TO THE SOUTH FORK AND THE TRAIL TO THE NORTH FORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0101 ***********************************************************************
 HK0101  DESIGNATION -  C 67
 HK0101  PID         -  HK0101
 HK0101  STATE/COUNTY-  CO/LAS ANIMAS
 HK0101  USGS QUAD   -  VIGIL (1971)
 HK0101
 HK0101                         *CURRENT SURVEY CONTROL
 HK0101  ___________________________________________________________________
 HK0101* NAD 83(1986)-  37 09 20.     (N)    104 59 02.     (W)     SCALED    
 HK0101* NAVD 88     -      2303.341  (meters)    7556.88   (feet)  ADJUSTED  
 HK0101  ___________________________________________________________________
 HK0101  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 HK0101  DYNAMIC HT  -        2300.258 (meters)    7546.76  (feet)  COMP
 HK0101  MODELED GRAV-     979,209.8   (mgal)                       NAVD 88
 HK0101
 HK0101  VERT ORDER  -  SECOND    CLASS 0
 HK0101
 HK0101.The horizontal coordinates were scaled from a topographic map and have
 HK0101.an estimated accuracy of +/- 6 seconds.
 HK0101
 HK0101.The orthometric height was determined by differential leveling
 HK0101.and adjusted by the National Geodetic Survey in June 1991..
 HK0101
 HK0101.The geoid height was determined by GEOID03.
 HK0101
 HK0101.The dynamic height is computed by dividing the NAVD 88
 HK0101.geopotential number by the normal gravity value computed on the
 HK0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0101.degrees latitude (g = 980.6199 gals.).
 HK0101
 HK0101.The modeled gravity was interpolated from observed gravity values.
 HK0101
 HK0101;                    North         East    Units  Estimated Accuracy
 HK0101;SPC CO S     -   359,190.      960,250.      MT  (+/- 180 meters Scaled)
 HK0101
 HK0101                          SUPERSEDED SURVEY CONTROL
 HK0101
 HK0101  NGVD 29 (??/??/92) 2302.069  (m)         7552.70   (f) ADJ UNCH    2 0
 HK0101
 HK0101.Superseded values are not recommended for survey control.
 HK0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0101.See file dsdata.txt to determine how the superseded data were derived.
 HK0101
 HK0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB014121(NAD 83)
 HK0101_MARKER: DB = BENCH MARK DISK
 HK0101_SETTING: 66 = SET IN ROCK OUTCROP
 HK0101_SP_SET: LARGE ROCK
 HK0101_STAMPING: C 67 1934
 HK0101_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HK0101+STABILITY: POSITION/ELEVATION WELL
 HK0101
 HK0101  HISTORY     - Date     Condition        Report By
 HK0101  HISTORY     - 1934     MONUMENTED       CGS
 HK0101
 HK0101                          STATION DESCRIPTION
 HK0101
 HK0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0101'8.1 MI W FROM WESTON.
 HK0101'ABOUT 8.1 MILES WEST ALONG STATE HIGHWAY 12 FROM WESTON, LAS ANIMAS
 HK0101'COUNTY, ABOUT 1.8 MILES EAST OF THE JUNCTION WITH STATE HIGHWAY
 HK0101'111, 36 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 12, 7 FEET
 HK0101'NORTH OF A FENCE, IN THE TOP OF A LARGE LONE ROCK, AND ABOUT
 HK0101'2 FEET HIGHER THAN THE ROADWAY.  A STANDARD DISK, STAMPED C 67 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0070 ***********************************************************************
 HK0070  DESIGNATION -  C 68
 HK0070  PID         -  HK0070
 HK0070  STATE/COUNTY-  CO/LAS ANIMAS
 HK0070  USGS QUAD   -  MOONEY HILLS (1970)
 HK0070
 HK0070                         *CURRENT SURVEY CONTROL
 HK0070  ___________________________________________________________________
 HK0070* NAD 83(1986)-  37 09 39.     (N)    104 20 30.     (W)     SCALED    
 HK0070* NAVD 88     -      1785.171  (meters)    5856.85   (feet)  ADJUSTED  
 HK0070  ___________________________________________________________________
 HK0070  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 HK0070  DYNAMIC HT  -        1783.026 (meters)    5849.81  (feet)  COMP
 HK0070  MODELED GRAV-     979,365.8   (mgal)                       NAVD 88
 HK0070
 HK0070  VERT ORDER  -  SECOND    CLASS 0
 HK0070
 HK0070.The horizontal coordinates were scaled from a topographic map and have
 HK0070.an estimated accuracy of +/- 6 seconds.
 HK0070
 HK0070.The orthometric height was determined by differential leveling
 HK0070.and adjusted by the National Geodetic Survey in June 1991..
 HK0070
 HK0070.The geoid height was determined by GEOID03.
 HK0070
 HK0070.The dynamic height is computed by dividing the NAVD 88
 HK0070.geopotential number by the normal gravity value computed on the
 HK0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0070.degrees latitude (g = 980.6199 gals.).
 HK0070
 HK0070.The modeled gravity was interpolated from observed gravity values.
 HK0070
 HK0070;                    North         East    Units  Estimated Accuracy
 HK0070;SPC CO S     -   360,280.    1,017,290.      MT  (+/- 180 meters Scaled)
 HK0070
 HK0070                          SUPERSEDED SURVEY CONTROL
 HK0070
 HK0070  NGVD 29 (??/??/92) 1784.217  (m)         5853.72   (f) ADJ UNCH    2 0
 HK0070
 HK0070.Superseded values are not recommended for survey control.
 HK0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0070.See file dsdata.txt to determine how the superseded data were derived.
 HK0070
 HK0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB584129(NAD 83)
 HK0070_MARKER: DB = BENCH MARK DISK
 HK0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0070_STAMPING: C 68 1934
 HK0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0070+STABILITY: SURFACE MOTION
 HK0070
 HK0070  HISTORY     - Date     Condition        Report By
 HK0070  HISTORY     - 1934     MONUMENTED       CGS
 HK0070
 HK0070                          STATION DESCRIPTION
 HK0070
 HK0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0070'1.1 MI NW FROM GARCIA.
 HK0070'ABOUT 1.1 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILWAY
 HK0070'FROM GARCIA, LAS ANIMAS COUNTY, ABOUT 2 POLES SOUTHEAST OF MILEPOST
 HK0070'227, ABOUT 95 FEET SOUTHWEST OF A SIGN READING STATION ONE MILE, ABOUT
 HK0070'100 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, 57 FEET SOUTHWEST
 HK0070'OF A POLE, AND 1 FOOT NORTHEAST OF A FENCE LINE.  A STANDARD DISK,
 HK0070'STAMPED C 68 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0033 ***********************************************************************
 HK0033  DESIGNATION -  C 69
 HK0033  PID         -  HK0033
 HK0033  STATE/COUNTY-  CO/LAS ANIMAS
 HK0033  USGS QUAD   -  HOEHNE (1970)
 HK0033
 HK0033                         *CURRENT SURVEY CONTROL
 HK0033  ___________________________________________________________________
 HK0033* NAD 83(1986)-  37 16 08.     (N)    104 23 33.     (W)     SCALED    
 HK0033* NAVD 88     -      1744.237  (meters)    5722.55   (feet)  ADJUSTED  
 HK0033  ___________________________________________________________________
 HK0033  GEOID HEIGHT-         -19.29  (meters)                     GEOID03
 HK0033  DYNAMIC HT  -        1742.151 (meters)    5715.71  (feet)  COMP
 HK0033  MODELED GRAV-     979,372.7   (mgal)                       NAVD 88
 HK0033
 HK0033  VERT ORDER  -  SECOND    CLASS 0
 HK0033
 HK0033.The horizontal coordinates were scaled from a topographic map and have
 HK0033.an estimated accuracy of +/- 6 seconds.
 HK0033
 HK0033.The orthometric height was determined by differential leveling
 HK0033.and adjusted by the National Geodetic Survey in June 1991..
 HK0033
 HK0033.The geoid height was determined by GEOID03.
 HK0033
 HK0033.The dynamic height is computed by dividing the NAVD 88
 HK0033.geopotential number by the normal gravity value computed on the
 HK0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0033.degrees latitude (g = 980.6199 gals.).
 HK0033
 HK0033.The modeled gravity was interpolated from observed gravity values.
 HK0033
 HK0033;                    North         East    Units  Estimated Accuracy
 HK0033;SPC CO S     -   372,220.    1,012,630.      MT  (+/- 180 meters Scaled)
 HK0033
 HK0033                          SUPERSEDED SURVEY CONTROL
 HK0033
 HK0033  NGVD 29 (??/??/92) 1743.284  (m)         5719.42   (f) ADJ UNCH    2 0
 HK0033
 HK0033.Superseded values are not recommended for survey control.
 HK0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0033.See file dsdata.txt to determine how the superseded data were derived.
 HK0033
 HK0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB538248(NAD 83)
 HK0033_MARKER: DB = BENCH MARK DISK
 HK0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0033_STAMPING: C 69 1934
 HK0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0033+STABILITY: SURFACE MOTION
 HK0033
 HK0033  HISTORY     - Date     Condition        Report By
 HK0033  HISTORY     - 1934     MONUMENTED       CGS
 HK0033  HISTORY     - 1970     MARK NOT FOUND   NGS
 HK0033
 HK0033                          STATION DESCRIPTION
 HK0033
 HK0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0033'1 MI SW FROM HOEHNES.
 HK0033'--ABOUT 1.0 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA
 HK0033'FE RAILWAY FROM THE STATION AT HOEHNES, LAS ANIMAS COUNTY, AT A
 HK0033'DIRT-ROAD CROSSING, 35 FEET SOUTHEAST OF THE CENTER LINE OF THE
 HK0033'TRACK, 24 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD AND 2
 HK0033'FEET NORTHWEST OF A POLE.  A STANDARD DISK, STAMPED C 69 1934
 HK0033'AND SET IN THE TOP OF A CONCRETE POST.
 HK0033
 HK0033                          STATION RECOVERY (1970)
 HK0033
 HK0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HK0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0482 ***********************************************************************
 JK0482  DESIGNATION -  C 7
 JK0482  PID         -  JK0482
 JK0482  STATE/COUNTY-  CO/FREMONT
 JK0482  USGS QUAD   -  FLORENCE (1975)
 JK0482
 JK0482                         *CURRENT SURVEY CONTROL
 JK0482  ___________________________________________________________________
 JK0482* NAD 83(1986)-  38 23 02.     (N)    105 04 37.     (W)     SCALED    
 JK0482* NAVD 88     -      1562.931  (meters)    5127.72   (feet)  ADJUSTED  
 JK0482  ___________________________________________________________________
 JK0482  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 JK0482  DYNAMIC HT  -        1561.248 (meters)    5122.19  (feet)  COMP
 JK0482  MODELED GRAV-     979,497.6   (mgal)                       NAVD 88
 JK0482
 JK0482  VERT ORDER  -  FIRST     CLASS II
 JK0482
 JK0482.The horizontal coordinates were scaled from a topographic map and have
 JK0482.an estimated accuracy of +/- 6 seconds.
 JK0482
 JK0482.The orthometric height was determined by differential leveling
 JK0482.and adjusted by the National Geodetic Survey in June 1991..
 JK0482
 JK0482.The geoid height was determined by GEOID03.
 JK0482
 JK0482.The dynamic height is computed by dividing the NAVD 88
 JK0482.geopotential number by the normal gravity value computed on the
 JK0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0482.degrees latitude (g = 980.6199 gals.).
 JK0482
 JK0482.The modeled gravity was interpolated from observed gravity values.
 JK0482
 JK0482;                    North         East    Units  Estimated Accuracy
 JK0482;SPC CO C     -   366,000.      951,370.      MT  (+/- 180 meters Scaled)
 JK0482
 JK0482                          SUPERSEDED SURVEY CONTROL
 JK0482
 JK0482  NGVD 29 (??/??/92) 1561.965  (m)         5124.55   (f) ADJ UNCH    1 2
 JK0482
 JK0482.Superseded values are not recommended for survey control.
 JK0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0482.See file dsdata.txt to determine how the superseded data were derived.
 JK0482
 JK0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC932484(NAD 83)
 JK0482_MARKER: DB = BENCH MARK DISK
 JK0482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0482_STAMPING: C 7 1925 5124.662
 JK0482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0482+STABILITY: SURFACE MOTION
 JK0482
 JK0482  HISTORY     - Date     Condition        Report By
 JK0482  HISTORY     - 1925     MONUMENTED       CGS
 JK0482  HISTORY     - 1953     GOOD             NGS
 JK0482  HISTORY     - 1984     MARK NOT FOUND   NGS
 JK0482
 JK0482                          STATION DESCRIPTION
 JK0482
 JK0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0482'2.3 MI E FROM FLORENCE.
 JK0482'2.3 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0482'FROM THE STATION AT FLORENCE, 0.3 MILE SOUTHWEST OF THE OVERPASS
 JK0482'OF STATE HIGHWAY 120, 200.8 FEET EAST OF THE NORTHEAST END OF
 JK0482'TRESTLE 149.63, 46.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 44
 JK0482'FEET EAST OF A TELEPHONE POLE, 1 FOOT NORTHWEST OF A FENCE, SET
 JK0482'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 JK0482'GROUND.
 JK0482
 JK0482                          STATION RECOVERY (1984)
 JK0482
 JK0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0179 ***********************************************************************
 HJ0179  DESIGNATION -  C 70
 HJ0179  PID         -  HJ0179
 HJ0179  STATE/COUNTY-  CO/OTERO
 HJ0179  USGS QUAD   -  TIMPAS (1984)
 HJ0179
 HJ0179                         *CURRENT SURVEY CONTROL
 HJ0179  ___________________________________________________________________
 HJ0179* NAD 83(1992)-  37 49 16.28946(N)    103 46 22.26635(W)     ADJUSTED  
 HJ0179* NAVD 88     -      1348.540  (meters)    4424.34   (feet)  ADJUSTED  
 HJ0179  ___________________________________________________________________
 HJ0179  X           -  -1,201,239.761 (meters)                     COMP
 HJ0179  Y           -  -4,900,595.051 (meters)                     COMP
 HJ0179  Z           -   3,890,599.328 (meters)                     COMP
 HJ0179  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 HJ0179  ELLIP HEIGHT-        1327.30  (meters)          (12/03/02) GPS OBS
 HJ0179  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 HJ0179  DYNAMIC HT  -        1347.124 (meters)    4419.69  (feet)  COMP
 HJ0179  MODELED GRAV-     979,532.8   (mgal)                       NAVD 88
 HJ0179
 HJ0179  HORZ ORDER  -  FIRST
 HJ0179  VERT ORDER  -  SECOND    CLASS 0
 HJ0179  ELLP ORDER  -  FOURTH    CLASS II
 HJ0179
 HJ0179.The horizontal coordinates were established by GPS observations
 HJ0179.and adjusted by the National Geodetic Survey in April 2001..
 HJ0179
 HJ0179.The orthometric height was determined by differential leveling
 HJ0179.and adjusted by the National Geodetic Survey in June 1991..
 HJ0179
 HJ0179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HJ0179
 HJ0179.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0179
 HJ0179.The ellipsoidal height was determined by GPS observations
 HJ0179.and is referenced to NAD 83.
 HJ0179
 HJ0179.The geoid height was determined by GEOID03.
 HJ0179
 HJ0179.The dynamic height is computed by dividing the NAVD 88
 HJ0179.geopotential number by the normal gravity value computed on the
 HJ0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0179.degrees latitude (g = 980.6199 gals.).
 HJ0179
 HJ0179.The modeled gravity was interpolated from observed gravity values.
 HJ0179
 HJ0179;                    North         East     Units Scale Factor Converg.
 HJ0179;SPC CO S     -   434,339.989 1,066,452.142   MT  0.99994542   +1 03 33.8
 HJ0179;SPC CO S     - 1,424,997.11  3,498,851.74   sFT  0.99994542   +1 03 33.8
 HJ0179;UTM  13      - 4,186,685.435   608,003.479   MT  0.99974367   +0 45 09.2
 HJ0179
 HJ0179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0179!SPC CO S     -   0.99979177  x   0.99994542  =   0.99973720
 HJ0179!UTM  13      -   0.99979177  x   0.99974367  =   0.99953549
 HJ0179
 HJ0179                          SUPERSEDED SURVEY CONTROL
 HJ0179
 HJ0179  ELLIP H (04/19/01) 1327.28   (m)                       GP(       ) 4 2
 HJ0179  NAVD 88 (04/19/01) 1348.63   (m)         4424.6    (f) LEVELING    3  
 HJ0179  NGVD 29 (??/??/92) 1347.809  (m)         4421.94   (f) ADJ UNCH    2 0
 HJ0179
 HJ0179.Superseded values are not recommended for survey control.
 HJ0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0179.See file dsdata.txt to determine how the superseded data were derived.
 HJ0179
 HJ0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB0800386685(NAD 83)
 HJ0179_MARKER: DB = BENCH MARK DISK
 HJ0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0179_STAMPING: C 70 1934
 HJ0179_MARK LOGO: CGS   
 HJ0179_MAGNETIC: N = NO MAGNETIC MATERIAL
 HJ0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0179+STABILITY: SURFACE MOTION
 HJ0179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HJ0179+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1999
 HJ0179
 HJ0179  HISTORY     - Date     Condition        Report By
 HJ0179  HISTORY     - 1934     MONUMENTED       CGS
 HJ0179  HISTORY     - 1965     GOOD             USGS
 HJ0179  HISTORY     - 19990518 GOOD             NGS
 HJ0179
 HJ0179                          STATION DESCRIPTION
 HJ0179
 HJ0179'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 HJ0179'0.1 MI NE FROM TIMPAS.
 HJ0179'TIMPAS, 0.1 MILE NORTHEAST ALONG THE ATCHISON TOPEKA AND SANTA FE
 HJ0179'RAILWAY FROM, AT A RAILROAD CROSSING, 70 FT SOUTHEAST AND 33 FT
 HJ0179'SOUTH OF THE ROAD, 2 FEET SOUTHWEST OF A POLE.  A STANDARD DISK,
 HJ0179'STAMPED C 70 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HJ0179
 HJ0179                          STATION RECOVERY (1999)
 HJ0179
 HJ0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 HJ0179'DESCRIBED BY NGS 1999 (RSC)
 HJ0179'THE STATION IS LOCATED ABOUT 17 MI (27.4 KM) SOUTHWEST OF LA JUNTA AND
 HJ0179'0.1
 HJ0179'MI(0.2 KM) NORTH OF TIMPAS, IN THE NORTHEAST 1/4 OF SECTION 3, T 26 S,
 HJ0179'R 57 W, AT
 HJ0179'U.  S.  HIGHWAY 350 MILEPOST 56.25.  OWNERSHIP--BURLINGTON NORTHERN
 HJ0179'AND
 HJ0179'SANTA FE RAILROAD RIGHT-OF-WAY
 HJ0179' 
 HJ0179'TO REACH THE STATION, GO TO THE INTERSECTION OF COUNTY ROAD 16.5 AND
 HJ0179'U.
 HJ0179'S.  HIGHWAY 350, 0.1 MI (0.2 KM) NORTH OF THE TOWN OF TIMPAS.  TURN
 HJ0179'NORTHWEST ON COUNTY ROAD 16.5 FOR 0.05 MI (0.08 KM) TO THE STATION ON
 HJ0179'THE
 HJ0179'LEFT BY A POWER POLE JUST BEFORE CROSSING THE TRACKS
 HJ0179' 
 HJ0179'THE MARK IS A DISK SET INTO THE TOP OF A SQUARE 30 CM CONCRETE POST
 HJ0179'PROJECTING 15 CM ABOVE THE GROUND.  IT IS 63.3 M (207.7 FT)
 HJ0179'WEST-NORTHWEST
 HJ0179'FROM THE CENTER LINE OF U.  S. HIGHWAY 350, 16.1 M (52.8 FT)
 HJ0179'EAST-SOUTHEAST
 HJ0179'FROM THE NEAR RAIL, 10.0 M (32.8 FT) SOUTHWEST FROM THE CENTER OF
 HJ0179'COUNTY
 HJ0179'ROAD 16.5, 1.0 M (3.3 FT) NORTHEAST FROM A PLASTIC WITNESS POST, 0.75
 HJ0179'M (2.46 FT)
 HJ0179'SOUTHWEST FROM A POWER POLE AND 0.4 M (1.3 FT) WEST FROM A METAL
 HJ0179'WITNESS
 HJ0179'POST.
 HJ0179' 
 HJ0179' 
 HJ0179'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0305 ***********************************************************************
 LK0305  DESIGNATION -  C 71
 LK0305  PID         -  LK0305
 LK0305  STATE/COUNTY-  CO/MORGAN
 LK0305  USGS QUAD   -  GARY (1984)
 LK0305
 LK0305                         *CURRENT SURVEY CONTROL
 LK0305  ___________________________________________________________________
 LK0305* NAD 83(1986)-  40 06 08.     (N)    103 35 06.     (W)     SCALED    
 LK0305* NAVD 88     -      1326.523  (meters)    4352.10   (feet)  ADJUSTED  
 LK0305  ___________________________________________________________________
 LK0305  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 LK0305  DYNAMIC HT  -        1325.436 (meters)    4348.53  (feet)  COMP
 LK0305  MODELED GRAV-     979,760.2   (mgal)                       NAVD 88
 LK0305
 LK0305  VERT ORDER  -  SECOND    CLASS 0
 LK0305
 LK0305.The horizontal coordinates were scaled from a topographic map and have
 LK0305.an estimated accuracy of +/- 6 seconds.
 LK0305
 LK0305.The orthometric height was determined by differential leveling
 LK0305.and adjusted by the National Geodetic Survey in June 1991..
 LK0305
 LK0305.The geoid height was determined by GEOID03.
 LK0305
 LK0305.The dynamic height is computed by dividing the NAVD 88
 LK0305.geopotential number by the normal gravity value computed on the
 LK0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0305.degrees latitude (g = 980.6199 gals.).
 LK0305
 LK0305.The modeled gravity was interpolated from observed gravity values.
 LK0305
 LK0305;                    North         East    Units  Estimated Accuracy
 LK0305;SPC CO N     -   391,930.    1,077,670.      MT  (+/- 180 meters Scaled)
 LK0305
 LK0305                          SUPERSEDED SURVEY CONTROL
 LK0305
 LK0305  NGVD 29 (??/??/92) 1325.840  (m)         4349.86   (f) ADJ UNCH    2 0
 LK0305
 LK0305.Superseded values are not recommended for survey control.
 LK0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0305.See file dsdata.txt to determine how the superseded data were derived.
 LK0305
 LK0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE206400(NAD 83)
 LK0305_MARKER: DB = BENCH MARK DISK
 LK0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0305_STAMPING: C 71 1935
 LK0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0305+STABILITY: SURFACE MOTION
 LK0305
 LK0305  HISTORY     - Date     Condition        Report By
 LK0305  HISTORY     - 1935     MONUMENTED       CGS
 LK0305
 LK0305                          STATION DESCRIPTION
 LK0305
 LK0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LK0305'2 MI N FROM GARY.
 LK0305'2.0 MILES NORTH ALONG A PUBLIC ROAD FROM THE POST OFFICE AT GARY,
 LK0305'MORGAN COUNTY, 1.0 MILE WEST OF STATE HIGHWAY 71, 175 FEET SOUTHWEST
 LK0305'OF THE RETIASON BROTHERS RANCH HOUSE, 150 FEET SOUTH OF THE JUNCTION
 LK0305'OF A ROAD LEADING TO THE RANCH, 26 FEET WEST OF THE CENTERLINE OF
 LK0305'THE ROAD, 75 FEET SOUTH OF THE RANCH ROAD, 17 FEET SOUTHWEST OF A
 LK0305'WOODEN BRIDGE, 12 FEET SOUTH OF AN IRRIGATION DITCH, AND 3 FEET EAST
 LK0305'OF A FENCE LINE.  A STANDARD DISK, STAMPED C 71 1935 AND SET IN THE
 LK0305'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0137 ***********************************************************************
 KJ0137  DESIGNATION -  C 72
 KJ0137  PID         -  KJ0137
 KJ0137  STATE/COUNTY-  CO/YUMA
 KJ0137  USGS QUAD   -  JOES (1968)
 KJ0137
 KJ0137                         *CURRENT SURVEY CONTROL
 KJ0137  ___________________________________________________________________
 KJ0137* NAD 83(1986)-  39 39 21.     (N)    102 43 35.     (W)     SCALED    
 KJ0137* NAVD 88     -      1316.753  (meters)    4320.05   (feet)  ADJUSTED  
 KJ0137  ___________________________________________________________________
 KJ0137  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 KJ0137  DYNAMIC HT  -        1315.625 (meters)    4316.35  (feet)  COMP
 KJ0137  MODELED GRAV-     979,724.2   (mgal)                       NAVD 88
 KJ0137
 KJ0137  VERT ORDER  -  SECOND    CLASS 0
 KJ0137
 KJ0137.The horizontal coordinates were scaled from a topographic map and have
 KJ0137.an estimated accuracy of +/- 6 seconds.
 KJ0137
 KJ0137.The orthometric height was determined by differential leveling
 KJ0137.and adjusted by the National Geodetic Survey in June 1991..
 KJ0137
 KJ0137.The geoid height was determined by GEOID03.
 KJ0137
 KJ0137.The dynamic height is computed by dividing the NAVD 88
 KJ0137.geopotential number by the normal gravity value computed on the
 KJ0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0137.degrees latitude (g = 980.6199 gals.).
 KJ0137
 KJ0137.The modeled gravity was interpolated from observed gravity values.
 KJ0137
 KJ0137;                    North         East    Units  Estimated Accuracy
 KJ0137;SPC CO N     -   344,330.    1,152,400.      MT  (+/- 180 meters Scaled)
 KJ0137
 KJ0137                          SUPERSEDED SURVEY CONTROL
 KJ0137
 KJ0137  NGVD 29 (??/??/92) 1316.156  (m)         4318.09   (f) ADJ UNCH    2 0
 KJ0137
 KJ0137.Superseded values are not recommended for survey control.
 KJ0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0137.See file dsdata.txt to determine how the superseded data were derived.
 KJ0137
 KJ0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD950920(NAD 83)
 KJ0137_MARKER: DB = BENCH MARK DISK
 KJ0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0137_STAMPING: C 72 1935
 KJ0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0137+STABILITY: SURFACE MOTION
 KJ0137
 KJ0137  HISTORY     - Date     Condition        Report By
 KJ0137  HISTORY     - 1935     MONUMENTED       CGS
 KJ0137  HISTORY     - 1968     MARK NOT FOUND   LOCENG
 KJ0137
 KJ0137                          STATION DESCRIPTION
 KJ0137
 KJ0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KJ0137'2.6 MI W FROM JOES.
 KJ0137'2.6 MILES WEST ALONG U.S. HIGHWAY 36 FROM JOES, YUMA COUNTY, 0.5 MILE
 KJ0137'SOUTH OF A FARMHOUSE AND A GROUP OF TREES, AT A ROAD CROSSING, 42
 KJ0137'FEET NORTH OF THE CENTERLINE OF THE ROAD, 12 FEET NORTH OF A FENCE
 KJ0137'CORNER, AND 1.5 FEET EAST OF THE FENCE.  A STANDARD DISK, STAMPED C
 KJ0137'72 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KJ0137
 KJ0137                          STATION RECOVERY (1968)
 KJ0137
 KJ0137'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968
 KJ0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0150 ***********************************************************************
 KJ0150  DESIGNATION -  C 73
 KJ0150  PID         -  KJ0150
 KJ0150  STATE/COUNTY-  CO/YUMA
 KJ0150  USGS QUAD   -  ABARR (1974)
 KJ0150
 KJ0150                         *CURRENT SURVEY CONTROL
 KJ0150  ___________________________________________________________________
 KJ0150* NAD 83(1986)-  39 48 59.     (N)    102 42 26.     (W)     SCALED    
 KJ0150* NAVD 88     -      1301.341  (meters)    4269.48   (feet)  ADJUSTED  
 KJ0150  ___________________________________________________________________
 KJ0150  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 KJ0150  DYNAMIC HT  -        1300.253 (meters)    4265.91  (feet)  COMP
 KJ0150  MODELED GRAV-     979,744.7   (mgal)                       NAVD 88
 KJ0150
 KJ0150  VERT ORDER  -  SECOND    CLASS 0
 KJ0150
 KJ0150.The horizontal coordinates were scaled from a topographic map and have
 KJ0150.an estimated accuracy of +/- 6 seconds.
 KJ0150
 KJ0150.The orthometric height was determined by differential leveling
 KJ0150.and adjusted by the National Geodetic Survey in June 1991..
 KJ0150
 KJ0150.The geoid height was determined by GEOID03.
 KJ0150
 KJ0150.The dynamic height is computed by dividing the NAVD 88
 KJ0150.geopotential number by the normal gravity value computed on the
 KJ0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0150.degrees latitude (g = 980.6199 gals.).
 KJ0150
 KJ0150.The modeled gravity was interpolated from observed gravity values.
 KJ0150
 KJ0150;                    North         East    Units  Estimated Accuracy
 KJ0150;SPC CO N     -   362,200.    1,153,480.      MT  (+/- 180 meters Scaled)
 KJ0150
 KJ0150                          SUPERSEDED SURVEY CONTROL
 KJ0150
 KJ0150  NGVD 29 (??/??/92) 1300.756  (m)         4267.56   (f) ADJ UNCH    2 0
 KJ0150
 KJ0150.Superseded values are not recommended for survey control.
 KJ0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0150.See file dsdata.txt to determine how the superseded data were derived.
 KJ0150
 KJ0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFE962098(NAD 83)
 KJ0150_MARKER: DB = BENCH MARK DISK
 KJ0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0150_STAMPING: C 73 1935
 KJ0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0150+STABILITY: SURFACE MOTION
 KJ0150
 KJ0150  HISTORY     - Date     Condition        Report By
 KJ0150  HISTORY     - 1935     MONUMENTED       CGS
 KJ0150  HISTORY     - 1942     GOOD             NGS
 KJ0150  HISTORY     - 1974     MARK NOT FOUND   NGS
 KJ0150
 KJ0150                          STATION DESCRIPTION
 KJ0150
 KJ0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KJ0150'2.3 MI S FROM ABARR.
 KJ0150'2.3 MILES SOUTH ALONG STATE HIGHWAY 59 FROM THE POST OFFICE AT ABARR,
 KJ0150'YUMA COUNTY, AT A ROAD INTERSECTION, 63 FEET WEST OF THE CENTERLINE
 KJ0150'OF THE HIGHWAY, 28 FEET NORTH OF THE CENTERLINE OF THE ROAD, 23 FEET
 KJ0150'WEST OF A FENCE CORNER, AND AT THE TOP OF A SMALL SANDY KNOLL.  A
 KJ0150'STANDARD DISK, STAMPED C 73 1935 AND SET IN THE TOP OF A CONCRETE
 KJ0150'POST.
 KJ0150
 KJ0150                          STATION RECOVERY (1974)
 KJ0150
 KJ0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KJ0150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0110 ***********************************************************************
 KJ0110  DESIGNATION -  C 74
 KJ0110  PID         -  KJ0110
 KJ0110  STATE/COUNTY-  CO/KIT CARSON
 KJ0110  USGS QUAD   -  NORTH OF BIG SPRING (1979)
 KJ0110
 KJ0110                         *CURRENT SURVEY CONTROL
 KJ0110  ___________________________________________________________________
 KJ0110* NAD 83(1986)-  39 05 51.     (N)    102 50 52.     (W)     SCALED    
 KJ0110* NAVD 88     -      1457.810  (meters)    4782.83   (feet)  ADJUSTED  
 KJ0110  ___________________________________________________________________
 KJ0110  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 KJ0110  DYNAMIC HT  -        1456.427 (meters)    4778.29  (feet)  COMP
 KJ0110  MODELED GRAV-     979,627.9   (mgal)                       NAVD 88
 KJ0110
 KJ0110  VERT ORDER  -  SECOND    CLASS 0
 KJ0110
 KJ0110.The horizontal coordinates were scaled from a topographic map and have
 KJ0110.an estimated accuracy of +/- 6 seconds.
 KJ0110
 KJ0110.The orthometric height was determined by differential leveling
 KJ0110.and adjusted by the National Geodetic Survey in June 1991..
 KJ0110
 KJ0110.The geoid height was determined by GEOID03.
 KJ0110
 KJ0110.The dynamic height is computed by dividing the NAVD 88
 KJ0110.geopotential number by the normal gravity value computed on the
 KJ0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0110.degrees latitude (g = 980.6199 gals.).
 KJ0110
 KJ0110.The modeled gravity was interpolated from observed gravity values.
 KJ0110
 KJ0110;                    North         East    Units  Estimated Accuracy
 KJ0110;SPC CO C     -   448,480.    1,143,790.      MT  (+/- 180 meters Scaled)
 KJ0110
 KJ0110                          SUPERSEDED SURVEY CONTROL
 KJ0110
 KJ0110  NGVD 29 (??/??/92) 1457.148  (m)         4780.66   (f) ADJ UNCH    2 0
 KJ0110
 KJ0110.Superseded values are not recommended for survey control.
 KJ0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0110.See file dsdata.txt to determine how the superseded data were derived.
 KJ0110
 KJ0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD861298(NAD 83)
 KJ0110_MARKER: DB = BENCH MARK DISK
 KJ0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0110_STAMPING: C 74 1935
 KJ0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0110+STABILITY: SURFACE MOTION
 KJ0110
 KJ0110  HISTORY     - Date     Condition        Report By
 KJ0110  HISTORY     - 1935     MONUMENTED       CGS
 KJ0110  HISTORY     - 1942     GOOD             NGS
 KJ0110
 KJ0110                          STATION DESCRIPTION
 KJ0110
 KJ0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KJ0110'15.6 MI S FROM SEIBERT.
 KJ0110'15.6 MILES SOUTH ALONG STATE HIGHWAY 59 FROM SEIBERT, KIT CARSON
 KJ0110'COUNTY, 0.4 MILE WEST OF A FARMHOUSE, AT A RIGHT-ANGLE TURN IN
 KJ0110'THE HIGHWAY, 50 FEET WEST OF THE CENTERLINE OF THE OLD HIGHWAY,
 KJ0110'40 FEET NORTH OF THE NEW HIGHWAY, 23 FEET WEST OF A FENCE CORNER,
 KJ0110'AND 1 FOOT SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED C 74 1935
 KJ0110'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0306 ***********************************************************************
 HK0306  DESIGNATION -  C 75
 HK0306  PID         -  HK0306
 HK0306  STATE/COUNTY-  CO/ALAMOSA
 HK0306  USGS QUAD   -  BALDY (1965)
 HK0306
 HK0306                         *CURRENT SURVEY CONTROL
 HK0306  ___________________________________________________________________
 HK0306* NAD 83(1986)-  37 27 18.     (N)    105 43 50.     (W)     SCALED    
 HK0306* NAVD 88     -      2302.429  (meters)    7553.89   (feet)  POSTED    
 HK0306  ___________________________________________________________________
 HK0306  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 HK0306  DYNAMIC HT  -        2299.380 (meters)    7543.88  (feet)  COMP
 HK0306  MODELED GRAV-     979,224.4   (mgal)                       NAVD 88
 HK0306
 HK0306  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 HK0306
 HK0306.The horizontal coordinates were scaled from a topographic map and have
 HK0306.an estimated accuracy of +/- 6 seconds.
 HK0306
 HK0306.The orthometric height was determined by differential leveling
 HK0306.and adjusted by the National Geodetic Survey in 1992..
 HK0306.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 HK0306.rate of 4.1 thru 8.0 mm/km.
 HK0306
 HK0306.The geoid height was determined by GEOID03.
 HK0306
 HK0306.The dynamic height is computed by dividing the NAVD 88
 HK0306.geopotential number by the normal gravity value computed on the
 HK0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0306.degrees latitude (g = 980.6199 gals.).
 HK0306
 HK0306.The modeled gravity was interpolated from observed gravity values.
 HK0306
 HK0306;                    North         East    Units  Estimated Accuracy
 HK0306;SPC CO S     -   392,320.      894,000.      MT  (+/- 180 meters Scaled)
 HK0306
 HK0306                          SUPERSEDED SURVEY CONTROL
 HK0306
 HK0306  NGVD 29 (??/??/92) 2301.183  (m)         7549.80   (f) ADJ UNCH    2 0
 HK0306
 HK0306.Superseded values are not recommended for survey control.
 HK0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0306.See file dsdata.txt to determine how the superseded data were derived.
 HK0306
 HK0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB353455(NAD 83)
 HK0306_MARKER: DB = BENCH MARK DISK
 HK0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0306_STAMPING: C 75 1934
 HK0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0306+STABILITY: SURFACE MOTION
 HK0306
 HK0306  HISTORY     - Date     Condition        Report By
 HK0306  HISTORY     - 1934     MONUMENTED       CGS
 HK0306  HISTORY     - 1938     GOOD             NGS
 HK0306
 HK0306                          STATION DESCRIPTION
 HK0306
 HK0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HK0306'4.5 MI W FROM BALDY.
 HK0306'4.5 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 HK0306'FROM THE STATION AT BALDY, 8 POLES WEST OF MILEPOST 244,145 FEET
 HK0306'SOUTHWEST OF A ROAD CROSSING, 45 FEET NORTH OF THE CENTER LINE OF
 HK0306'A ROAD, 75 FEET NORTH OF A ROW OF POLES, AND 48 FEET SOUTH OF THE
 HK0306'CENTER LINE OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0205 ***********************************************************************
 HK0205  DESIGNATION -  C 76
 HK0205  PID         -  HK0205
 HK0205  STATE/COUNTY-  CO/HUERFANO
 HK0205  USGS QUAD   -  LA VETA (1963)
 HK0205
 HK0205                         *CURRENT SURVEY CONTROL
 HK0205  ___________________________________________________________________
 HK0205* NAD 83(1986)-  37 31 11.     (N)    105 06 19.     (W)     SCALED    
 HK0205* NAVD 88     -      2336.090  (meters)    7664.32   (feet)  ADJUSTED  
 HK0205  ___________________________________________________________________
 HK0205  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 HK0205  DYNAMIC HT  -        2333.060 (meters)    7654.38  (feet)  COMP
 HK0205  MODELED GRAV-     979,248.6   (mgal)                       NAVD 88
 HK0205
 HK0205  VERT ORDER  -  SECOND    CLASS 0
 HK0205
 HK0205.The horizontal coordinates were scaled from a topographic map and have
 HK0205.an estimated accuracy of +/- 6 seconds.
 HK0205
 HK0205.The orthometric height was determined by differential leveling
 HK0205.and adjusted by the National Geodetic Survey in June 1991..
 HK0205
 HK0205.The geoid height was determined by GEOID03.
 HK0205
 HK0205.The dynamic height is computed by dividing the NAVD 88
 HK0205.geopotential number by the normal gravity value computed on the
 HK0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0205.degrees latitude (g = 980.6199 gals.).
 HK0205
 HK0205.The modeled gravity was interpolated from observed gravity values.
 HK0205
 HK0205;                    North         East    Units  Estimated Accuracy
 HK0205;SPC CO S     -   399,550.      949,300.      MT  (+/- 180 meters Scaled)
 HK0205
 HK0205                          SUPERSEDED SURVEY CONTROL
 HK0205
 HK0205.No superseded survey control is available for this station.
 HK0205
 HK0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB906525(NAD 83)
 HK0205_MARKER: DB = BENCH MARK DISK
 HK0205_SETTING: 66 = SET IN ROCK OUTCROP
 HK0205_SP_SET: GRANITE OUTCROP
 HK0205_STAMPING: C 76 1934
 HK0205_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HK0205+STABILITY: POSITION/ELEVATION WELL
 HK0205
 HK0205  HISTORY     - Date     Condition        Report By
 HK0205  HISTORY     - 1934     MONUMENTED       CGS
 HK0205  HISTORY     - 1963     POOR             USGS
 HK0205
 HK0205                          STATION DESCRIPTION
 HK0205
 HK0205'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 HK0205'5.9 MI W FROM LA VETA.
 HK0205'5.9 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 HK0205'FROM LA VETA, HUERFANO COUNTY, 2 POLES SOUTH OF MILEPOST 196, IN
 HK0205'THE CENTER OF A LARGE GRANITE CUT, 18 FEET EAST OF THE CENTER LINE
 HK0205'OF THE TRACK, IN A GRANITE OUTCROP, AND 6 FEET HIGHER THAN THE
 HK0205'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0103 ***********************************************************************
 JJ0103  DESIGNATION -  C 78
 JJ0103  PID         -  JJ0103
 JJ0103  STATE/COUNTY-  CO/KIOWA
 JJ0103  USGS QUAD   -  TOWNER (1968)
 JJ0103
 JJ0103                         *CURRENT SURVEY CONTROL
 JJ0103  ___________________________________________________________________
 JJ0103* NAD 83(1986)-  38 28 19.     (N)    102 03 01.     (W)     SCALED    
 JJ0103* NAVD 88     -      1189.397  (meters)    3902.21   (feet)  ADJUSTED  
 JJ0103  ___________________________________________________________________
 JJ0103  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 JJ0103  DYNAMIC HT  -        1188.307 (meters)    3898.64  (feet)  COMP
 JJ0103  MODELED GRAV-     979,671.3   (mgal)                       NAVD 88
 JJ0103
 JJ0103  VERT ORDER  -  SECOND    CLASS 0
 JJ0103
 JJ0103.The horizontal coordinates were scaled from a topographic map and have
 JJ0103.an estimated accuracy of +/- 6 seconds.
 JJ0103
 JJ0103.The orthometric height was determined by differential leveling
 JJ0103.and adjusted by the National Geodetic Survey in June 1991..
 JJ0103
 JJ0103.The geoid height was determined by GEOID03.
 JJ0103
 JJ0103.The dynamic height is computed by dividing the NAVD 88
 JJ0103.geopotential number by the normal gravity value computed on the
 JJ0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0103.degrees latitude (g = 980.6199 gals.).
 JJ0103
 JJ0103.The modeled gravity was interpolated from observed gravity values.
 JJ0103
 JJ0103;                    North         East    Units  Estimated Accuracy
 JJ0103;SPC CO S     -   510,720.    1,215,380.      MT  (+/- 180 meters Scaled)
 JJ0103
 JJ0103                          SUPERSEDED SURVEY CONTROL
 JJ0103
 JJ0103  NGVD 29 (??/??/92) 1188.904  (m)         3900.60   (f) ADJ UNCH    2 0
 JJ0103
 JJ0103.Superseded values are not recommended for survey control.
 JJ0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0103.See file dsdata.txt to determine how the superseded data were derived.
 JJ0103
 JJ0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC573623(NAD 83)
 JJ0103_MARKER: DB = BENCH MARK DISK
 JJ0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0103_STAMPING: C 78 1935
 JJ0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0103+STABILITY: SURFACE MOTION
 JJ0103
 JJ0103  HISTORY     - Date     Condition        Report By
 JJ0103  HISTORY     - 1935     MONUMENTED       CGS
 JJ0103  HISTORY     - 1967     POOR             NGS
 JJ0103
 JJ0103                          STATION DESCRIPTION
 JJ0103
 JJ0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JJ0103'1.6 MI E FROM TOWNER.
 JJ0103'TO REACH BENCH MARK FROM THE RAILROAD STATION AT TOWNER, GO 1.6 MILES
 JJ0103'EAST ALONG THE MISSOURI PACIFIC RAILROAD TO SITE OF BENCH MARK.
 JJ0103'BENCH MARK IS NEAR MILE POLE 745, ABOUT 0.2 MILE WEST OF THE
 JJ0103'COLORADO-KANSAS STATE LINE, 140.0 FEET SOUTHEAST OF THE MILE POLE,
 JJ0103'45.0 FEET SOUTH OF AND ABOUT 3.0 FEET BELOW THE CENTERLINE OF THE
 JJ0103'RAILROAD TRACK, 40.0 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 96,
 JJ0103'4.0 FEET NORTH OF THE RIGHT OF WAY FENCE, AND 3.0 FEET WEST OF A 4 X 4
 JJ0103'INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.6 FOOT.
 JJ0103'NOTE-- BM IS SLIGHTLY LOOSE IN THE GROUND AND SHOWS A MARK ON THE
 JJ0103'POST WHERE STRUCK.  THE ROW FENCE HAS BEEN REMOVED.  A STANDARD DISK
 JJ0103'SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0361 ***********************************************************************
 JJ0361  DESIGNATION -  C 79
 JJ0361  PID         -  JJ0361
 JJ0361  STATE/COUNTY-  CO/LINCOLN
 JJ0361  USGS QUAD   -  ROCK BASIN (1978)
 JJ0361
 JJ0361                         *CURRENT SURVEY CONTROL
 JJ0361  ___________________________________________________________________
 JJ0361* NAD 83(1986)-  38 49 12.     (N)    103 16 27.     (W)     SCALED    
 JJ0361* NAVD 88     -      1451.649  (meters)    4762.62   (feet)  ADJUSTED  
 JJ0361  ___________________________________________________________________
 JJ0361  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 JJ0361  DYNAMIC HT  -        1450.234 (meters)    4757.98  (feet)  COMP
 JJ0361  MODELED GRAV-     979,602.0   (mgal)                       NAVD 88
 JJ0361
 JJ0361  VERT ORDER  -  SECOND    CLASS 0
 JJ0361
 JJ0361.The horizontal coordinates were scaled from a topographic map and have
 JJ0361.an estimated accuracy of +/- 6 seconds.
 JJ0361
 JJ0361.The orthometric height was determined by differential leveling
 JJ0361.and adjusted by the National Geodetic Survey in June 1991..
 JJ0361
 JJ0361.The geoid height was determined by GEOID03.
 JJ0361
 JJ0361.The dynamic height is computed by dividing the NAVD 88
 JJ0361.geopotential number by the normal gravity value computed on the
 JJ0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0361.degrees latitude (g = 980.6199 gals.).
 JJ0361
 JJ0361.The modeled gravity was interpolated from observed gravity values.
 JJ0361
 JJ0361;                    North         East    Units  Estimated Accuracy
 JJ0361;SPC CO C     -   416,700.    1,107,680.      MT  (+/- 180 meters Scaled)
 JJ0361
 JJ0361                          SUPERSEDED SURVEY CONTROL
 JJ0361
 JJ0361  NGVD 29 (??/??/92) 1450.952  (m)         4760.33   (f) ADJ UNCH    2 0
 JJ0361
 JJ0361.Superseded values are not recommended for survey control.
 JJ0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0361.See file dsdata.txt to determine how the superseded data were derived.
 JJ0361
 JJ0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC498982(NAD 83)
 JJ0361_MARKER: DB = BENCH MARK DISK
 JJ0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0361_STAMPING: C 79 1935
 JJ0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0361+STABILITY: SURFACE MOTION
 JJ0361
 JJ0361  HISTORY     - Date     Condition        Report By
 JJ0361  HISTORY     - 1935     MONUMENTED       CGS
 JJ0361  HISTORY     - 1941     GOOD             NGS
 JJ0361  HISTORY     - 1974     GOOD             USGS
 JJ0361
 JJ0361                          STATION DESCRIPTION
 JJ0361
 JJ0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0361'8.9 MI S FROM BOYERO.
 JJ0361'TO REACH FROM THE POST OFFICE IN BOYERO--GO 1.0 MILE SOUTHERLY
 JJ0361'ALONG STATE HIGHWAY NO.63 TO THE INTERSECTION OF STATE HIGHWAY
 JJ0361'NO.94, THENCE CONTINUE 7.9 MILES SOUTHERLY ALONG STATE HIGHWAY
 JJ0361'NO.63 TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT 1.0 MILE
 JJ0361'NORTH OF TELEPHONE CROSSING HIGHWAY, 60.0 FEET SOUTHWEST OF THE
 JJ0361'CENTER OF INTERSECTION OF RANCH ROAD LEADING WESTERLY AND
 JJ0361'46.0 FEET SOUTH OF RANCH ROAD CATTLE GUARD.  IT IS 32.0 FEET WEST
 JJ0361'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY,
 JJ0361'3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST AND 1.2 FEET WEST
 JJ0361'OF FENCE.  THE MONUMENT PROJECTS 0.3 FOOT.
 JJ0361
 JJ0361                          STATION RECOVERY (1974)
 JJ0361
 JJ0361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0512 ***********************************************************************
 JJ0512  DESIGNATION -  C 80
 JJ0512  PID         -  JJ0512
 JJ0512  STATE/COUNTY-  CO/CROWLEY
 JJ0512  USGS QUAD   -  SUGAR CITY (1976)
 JJ0512
 JJ0512                         *CURRENT SURVEY CONTROL
 JJ0512  ___________________________________________________________________
 JJ0512* NAD 83(1986)-  38 07 38.     (N)    103 44 51.     (W)     SCALED    
 JJ0512* NAVD 88     -      1311.032  (meters)    4301.28   (feet)  ADJUSTED  
 JJ0512  ___________________________________________________________________
 JJ0512  GEOID HEIGHT-         -21.59  (meters)                     GEOID03
 JJ0512  DYNAMIC HT  -        1309.717 (meters)    4296.96  (feet)  COMP
 JJ0512  MODELED GRAV-     979,581.0   (mgal)                       NAVD 88
 JJ0512
 JJ0512  VERT ORDER  -  SECOND    CLASS 0
 JJ0512
 JJ0512.The horizontal coordinates were scaled from a topographic map and have
 JJ0512.an estimated accuracy of +/- 6 seconds.
 JJ0512
 JJ0512.The orthometric height was determined by differential leveling
 JJ0512.and adjusted by the National Geodetic Survey in June 1991..
 JJ0512
 JJ0512.The geoid height was determined by GEOID03.
 JJ0512
 JJ0512.The dynamic height is computed by dividing the NAVD 88
 JJ0512.geopotential number by the normal gravity value computed on the
 JJ0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0512.degrees latitude (g = 980.6199 gals.).
 JJ0512
 JJ0512.The modeled gravity was interpolated from observed gravity values.
 JJ0512
 JJ0512;                    North         East    Units  Estimated Accuracy
 JJ0512;SPC CO S     -   468,340.    1,068,050.      MT  (+/- 180 meters Scaled)
 JJ0512
 JJ0512                          SUPERSEDED SURVEY CONTROL
 JJ0512
 JJ0512  NGVD 29 (??/??/92) 1310.353  (m)         4299.05   (f) ADJ UNCH    2 0
 JJ0512
 JJ0512.Superseded values are not recommended for survey control.
 JJ0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0512.See file dsdata.txt to determine how the superseded data were derived.
 JJ0512
 JJ0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC097206(NAD 83)
 JJ0512_MARKER: DB = BENCH MARK DISK
 JJ0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0512_STAMPING: C 80 1935
 JJ0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0512+STABILITY: SURFACE MOTION
 JJ0512
 JJ0512  HISTORY     - Date     Condition        Report By
 JJ0512  HISTORY     - 1935     MONUMENTED       CGS
 JJ0512  HISTORY     - 1941     GOOD             NGS
 JJ0512
 JJ0512                          STATION DESCRIPTION
 JJ0512
 JJ0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0512'6.1 MI NW FROM ROCKY FORD.
 JJ0512'TO REACH FROM THE A.T. AND S.F. RY. STATION AT ROCKY FORD-- GO 1.8
 JJ0512'MILES WEST ALONG U.S. HWY. 50 TO JCT. WITH STATE HWY. 71, THENCE TURN
 JJ0512'RIGHT, GO 4.3. MILES NORTH ALONG HWY, 71 TO SITE OF BENCH MARK.
 JJ0512'BENCH MARK IS 0.15 MILES SOUTH OF AN 18.0 INCH GALVANIZED, IRON,
 JJ0512'PIPE CULVERT, 66.0 FEET NORTHEAST OF A POWERLINE POLE, 50.0 FEET
 JJ0512'EAST OF AND APPROXIMATELY THE SAME ELEVATION AS THE CENTERLINE OF
 JJ0512'THE HWY.  A STD. DISK SET FLUSH AND HORIZONTALLY IN A CONCRETE POST,
 JJ0512'PROJECTING, 1.0 FOOT ABOVE THE GROUND, 3.0 FEET NORTH OF A WHITE,
 JJ0512'WOODEN, 4X4- INCH MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0590 ***********************************************************************
 JJ0590  DESIGNATION -  C 81
 JJ0590  PID         -  JJ0590
 JJ0590  STATE/COUNTY-  CO/LINCOLN
 JJ0590  USGS QUAD   -  PUNKIN CENTER (1977)
 JJ0590
 JJ0590                         *CURRENT SURVEY CONTROL
 JJ0590  ___________________________________________________________________
 JJ0590* NAD 83(1986)-  38 46 54.     (N)    103 41 59.     (W)     SCALED    
 JJ0590* NAVD 88     -      1560.958  (meters)    5121.24   (feet)  ADJUSTED  
 JJ0590  ___________________________________________________________________
 JJ0590  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 JJ0590  DYNAMIC HT  -        1559.392 (meters)    5116.11  (feet)  COMP
 JJ0590  MODELED GRAV-     979,569.9   (mgal)                       NAVD 88
 JJ0590
 JJ0590  VERT ORDER  -  SECOND    CLASS 0
 JJ0590
 JJ0590.The horizontal coordinates were scaled from a topographic map and have
 JJ0590.an estimated accuracy of +/- 6 seconds.
 JJ0590
 JJ0590.The orthometric height was determined by differential leveling
 JJ0590.and adjusted by the National Geodetic Survey in June 1991..
 JJ0590
 JJ0590.The geoid height was determined by GEOID03.
 JJ0590
 JJ0590.The dynamic height is computed by dividing the NAVD 88
 JJ0590.geopotential number by the normal gravity value computed on the
 JJ0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0590.degrees latitude (g = 980.6199 gals.).
 JJ0590
 JJ0590.The modeled gravity was interpolated from observed gravity values.
 JJ0590
 JJ0590;                    North         East    Units  Estimated Accuracy
 JJ0590;SPC CO C     -   411,620.    1,070,810.      MT  (+/- 180 meters Scaled)
 JJ0590
 JJ0590                          SUPERSEDED SURVEY CONTROL
 JJ0590
 JJ0590  NGVD 29 (??/??/92) 1560.169  (m)         5118.65   (f) ADJ UNCH    2 0
 JJ0590
 JJ0590.Superseded values are not recommended for survey control.
 JJ0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0590.See file dsdata.txt to determine how the superseded data were derived.
 JJ0590
 JJ0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC129933(NAD 83)
 JJ0590_MARKER: DB = BENCH MARK DISK
 JJ0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0590_STAMPING: C 81 1935
 JJ0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0590+STABILITY: SURFACE MOTION
 JJ0590
 JJ0590  HISTORY     - Date     Condition        Report By
 JJ0590  HISTORY     - 1935     MONUMENTED       CGS
 JJ0590  HISTORY     - 1941     GOOD             NGS
 JJ0590  HISTORY     - 1974     GOOD             USGS
 JJ0590
 JJ0590                          STATION DESCRIPTION
 JJ0590
 JJ0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0590'8.5 MI N FROM FORDER.
 JJ0590'TO REACH FROM THE SCHOOL HOUSE AT FORDER-- GO 8.5 MILES NORTH
 JJ0590'ALONG HWY. 71 TO SITE OF BENCH MARK.  BENCH MARK IS 0.2 OF A MILE
 JJ0590'NORTH OF A SIDE ROAD RUNNING EAST AND WEST, 10.0 FEET EAST OF A
 JJ0590'FENCE LINE, 60.0 FEET EAST OF AND APPROXIMATELY THE SAME ELEVATION
 JJ0590'AS THE CENTERLINE OF THE HWY.  A STD. DISK SET FLUSH AND
 JJ0590'HORIZONTALLY IN A CONCRETE POST, PROJECTING 8.0 INCHES ABOVE THE
 JJ0590'GROUND.
 JJ0590
 JJ0590                          STATION RECOVERY (1974)
 JJ0590
 JJ0590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0137 ***********************************************************************
 JJ0137  DESIGNATION -  C 82
 JJ0137  PID         -  JJ0137
 JJ0137  STATE/COUNTY-  CO/KIOWA
 JJ0137  USGS QUAD   -  BRANDON (1968)
 JJ0137
 JJ0137                         *CURRENT SURVEY CONTROL
 JJ0137  ___________________________________________________________________
 JJ0137* NAD 83(1986)-  38 26 26.     (N)    102 29 14.     (W)     SCALED    
 JJ0137* NAVD 88     -      1189.312  (meters)    3901.93   (feet)  ADJUSTED  
 JJ0137  ___________________________________________________________________
 JJ0137  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 JJ0137  DYNAMIC HT  -        1188.209 (meters)    3898.32  (feet)  COMP
 JJ0137  MODELED GRAV-     979,660.4   (mgal)                       NAVD 88
 JJ0137
 JJ0137  VERT ORDER  -  SECOND    CLASS 0
 JJ0137
 JJ0137.The horizontal coordinates were scaled from a topographic map and have
 JJ0137.an estimated accuracy of +/- 6 seconds.
 JJ0137
 JJ0137.The orthometric height was determined by differential leveling
 JJ0137.and adjusted by the National Geodetic Survey in June 1991..
 JJ0137
 JJ0137.The geoid height was determined by GEOID03.
 JJ0137
 JJ0137.The dynamic height is computed by dividing the NAVD 88
 JJ0137.geopotential number by the normal gravity value computed on the
 JJ0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0137.degrees latitude (g = 980.6199 gals.).
 JJ0137
 JJ0137.The modeled gravity was interpolated from observed gravity values.
 JJ0137
 JJ0137;                    North         East    Units  Estimated Accuracy
 JJ0137;SPC CO S     -   505,920.    1,177,390.      MT  (+/- 180 meters Scaled)
 JJ0137
 JJ0137                          SUPERSEDED SURVEY CONTROL
 JJ0137
 JJ0137  NGVD 29 (??/??/92) 1188.797  (m)         3900.24   (f) ADJ UNCH    2 0
 JJ0137
 JJ0137.Superseded values are not recommended for survey control.
 JJ0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0137.See file dsdata.txt to determine how the superseded data were derived.
 JJ0137
 JJ0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC193576(NAD 83)
 JJ0137_MARKER: DB = BENCH MARK DISK
 JJ0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0137_STAMPING: C 82 1935
 JJ0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0137+STABILITY: SURFACE MOTION
 JJ0137
 JJ0137  HISTORY     - Date     Condition        Report By
 JJ0137  HISTORY     - 1935     MONUMENTED       CGS
 JJ0137  HISTORY     - 1941     GOOD             NGS
 JJ0137  HISTORY     - 1967     MARK NOT FOUND   USGS
 JJ0137
 JJ0137                          STATION DESCRIPTION
 JJ0137
 JJ0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0137'2.7 MI W FROM BRANDON.
 JJ0137'TO REACH BENCH MARK FROM THE RAILROAD STATION AT BRANDON, GO 2.7
 JJ0137'MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD TO SITE OF BENCH
 JJ0137'MARK.  BENCH MARK IS 4 1/2 POLES EAST OF MILE POLE 769, 3 1/2
 JJ0137'POLES WEST OF BATTERY BOX, ABOUT 100.0 FEET EAST OF THE EAST END
 JJ0137'OF A CUT, 43.0 FEET SOUTH OF AND ABOUT 2.0 FEET BELOW THE
 JJ0137'CENTERLINE OF THE RAILROAD TRACK, 36.0 FEET NORTH OF THE CENTERLINE OF
 JJ0137'STATE HIGHWAY 96, 6.0 FEET NORTH OF THE RIGHT OF WAY FENCE,
 JJ0137'AND 3.0 FEET WEST OF A 4 X 4 INCH WOODEN MARKER POST.  THE
 JJ0137'MONUMENT PROJECTS 0.5 FOOT.
 JJ0137
 JJ0137                          STATION RECOVERY (1967)
 JJ0137
 JJ0137'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JJ0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0470 ***********************************************************************
 JJ0470  DESIGNATION -  C 83
 JJ0470  PID         -  JJ0470
 JJ0470  STATE/COUNTY-  CO/KIOWA
 JJ0470  USGS QUAD   -  HASWELL NE (1978)
 JJ0470
 JJ0470                         *CURRENT SURVEY CONTROL
 JJ0470  ___________________________________________________________________
 JJ0470* NAD 83(1986)-  38 28 35.     (N)    103 06 00.     (W)     SCALED    
 JJ0470* NAVD 88     -      1374.429  (meters)    4509.27   (feet)  ADJUSTED  
 JJ0470  ___________________________________________________________________
 JJ0470  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 JJ0470  DYNAMIC HT  -        1373.079 (meters)    4504.84  (feet)  COMP
 JJ0470  MODELED GRAV-     979,598.5   (mgal)                       NAVD 88
 JJ0470
 JJ0470  VERT ORDER  -  SECOND    CLASS 0
 JJ0470
 JJ0470.The horizontal coordinates were scaled from a topographic map and have
 JJ0470.an estimated accuracy of +/- 6 seconds.
 JJ0470
 JJ0470.The orthometric height was determined by differential leveling
 JJ0470.and adjusted by the National Geodetic Survey in June 1991..
 JJ0470
 JJ0470.The geoid height was determined by GEOID03.
 JJ0470
 JJ0470.The dynamic height is computed by dividing the NAVD 88
 JJ0470.geopotential number by the normal gravity value computed on the
 JJ0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0470.degrees latitude (g = 980.6199 gals.).
 JJ0470
 JJ0470.The modeled gravity was interpolated from observed gravity values.
 JJ0470
 JJ0470;                    North         East    Units  Estimated Accuracy
 JJ0470;SPC CO S     -   508,350.    1,123,810.      MT  (+/- 180 meters Scaled)
 JJ0470
 JJ0470                          SUPERSEDED SURVEY CONTROL
 JJ0470
 JJ0470  NGVD 29 (??/??/92) 1373.791  (m)         4507.18   (f) ADJ UNCH    2 0
 JJ0470
 JJ0470.Superseded values are not recommended for survey control.
 JJ0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0470.See file dsdata.txt to determine how the superseded data were derived.
 JJ0470
 JJ0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC657603(NAD 83)
 JJ0470_MARKER: DB = BENCH MARK DISK
 JJ0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0470_STAMPING: C 83 1935
 JJ0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0470+STABILITY: SURFACE MOTION
 JJ0470
 JJ0470  HISTORY     - Date     Condition        Report By
 JJ0470  HISTORY     - 1935     MONUMENTED       CGS
 JJ0470  HISTORY     - 1941     GOOD             NGS
 JJ0470  HISTORY     - 1974     MARK NOT FOUND   USGS
 JJ0470  HISTORY     - 19951116 MARK NOT FOUND   CODOT
 JJ0470
 JJ0470                          STATION DESCRIPTION
 JJ0470
 JJ0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0470'18.2 MI W FROM EADS.
 JJ0470'18.2 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 JJ0470'AT EADS, KIOWA COUNTY, 150 FEET EAST OF SIGNAL 8039, 36 FEET NORTH
 JJ0470'OF THE CENTERLINE OF THE TRACK, 2 FEET SOUTH OF A FENCE LINE, 3 FEET
 JJ0470'NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 3 FEET LOWER THAN
 JJ0470'THE TRACK.  A STANDARD DISK, STAMPED C 83 1935 AND SET IN THE TOP
 JJ0470'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 JJ0470
 JJ0470                          STATION RECOVERY (1974)
 JJ0470
 JJ0470'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0470'MARK NOT FOUND.
 JJ0470
 JJ0470                          STATION RECOVERY (1995)
 JJ0470
 JJ0470'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (PGG)
 JJ0470'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0017 ***********************************************************************
 JJ0017  DESIGNATION -  C 84
 JJ0017  PID         -  JJ0017
 JJ0017  STATE/COUNTY-  CO/LINCOLN
 JJ0017  USGS QUAD   -  STANLEY GULCH (1975)
 JJ0017
 JJ0017                         *CURRENT SURVEY CONTROL
 JJ0017  ___________________________________________________________________
 JJ0017* NAD 83(1986)-  38 51 02.     (N)    103 33 08.     (W)     SCALED    
 JJ0017* NAVD 88     -      1545.671  (meters)    5071.09   (feet)  ADJUSTED  
 JJ0017  ___________________________________________________________________
 JJ0017  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 JJ0017  DYNAMIC HT  -        1544.141 (meters)    5066.07  (feet)  COMP
 JJ0017  MODELED GRAV-     979,583.2   (mgal)                       NAVD 88
 JJ0017
 JJ0017  VERT ORDER  -  SECOND    CLASS 0
 JJ0017
 JJ0017.The horizontal coordinates were scaled from a topographic map and have
 JJ0017.an estimated accuracy of +/- 6 seconds.
 JJ0017
 JJ0017.The orthometric height was determined by differential leveling
 JJ0017.and adjusted by the National Geodetic Survey in June 1991..
 JJ0017
 JJ0017.The geoid height was determined by GEOID03.
 JJ0017
 JJ0017.The dynamic height is computed by dividing the NAVD 88
 JJ0017.geopotential number by the normal gravity value computed on the
 JJ0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0017.degrees latitude (g = 980.6199 gals.).
 JJ0017
 JJ0017.The modeled gravity was interpolated from observed gravity values.
 JJ0017
 JJ0017;                    North         East    Units  Estimated Accuracy
 JJ0017;SPC CO C     -   419,530.    1,083,460.      MT  (+/- 180 meters Scaled)
 JJ0017
 JJ0017                          SUPERSEDED SURVEY CONTROL
 JJ0017
 JJ0017  NGVD 29 (??/??/92) 1544.908  (m)         5068.59   (f) ADJ UNCH    2 0
 JJ0017
 JJ0017.Superseded values are not recommended for survey control.
 JJ0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0017.See file dsdata.txt to determine how the superseded data were derived.
 JJ0017
 JJ0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD256011(NAD 83)
 JJ0017_MARKER: DB = BENCH MARK DISK
 JJ0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0017_STAMPING: C 84 1934
 JJ0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0017+STABILITY: SURFACE MOTION
 JJ0017
 JJ0017  HISTORY     - Date     Condition        Report By
 JJ0017  HISTORY     - 1934     MONUMENTED       CGS
 JJ0017  HISTORY     - 1935     GOOD             NGS
 JJ0017  HISTORY     - 1974     MARK NOT FOUND   USGS
 JJ0017
 JJ0017                          STATION DESCRIPTION
 JJ0017
 JJ0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JJ0017'21.3 MI W FROM BOYERO.
 JJ0017'21.3 MILES WEST ALONG STATE HIGHWAY 94 FROM THE UNION PACIFIC
 JJ0017'RAILROAD STATION AT BOYERO, AT THE WEST END OF A U.S. PUBLIC
 JJ0017'WORKS ADMINISTRATION PROJECT, 50 FEET NORTH OF THE CENTERLINE
 JJ0017'OF THE HIGHWAY, 30 FEET NORTH OF A FENCE CORNER AND GATE, AND
 JJ0017'3 FEET WEST OF A WIRE FENCE.  A STANDARD DISK, STAMPED C 84 1934
 JJ0017'AND SET IN THE TOP OF A CONCRETE POST.
 JJ0017
 JJ0017                          STATION RECOVERY (1974)
 JJ0017
 JJ0017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0137 ***********************************************************************
 HJ0137  DESIGNATION -  C 85
 HJ0137  PID         -  HJ0137
 HJ0137  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0137  USGS QUAD   -  BRANSON (1972)
 HJ0137
 HJ0137                         *CURRENT SURVEY CONTROL
 HJ0137  ___________________________________________________________________
 HJ0137* NAD 83(1986)-  37 06 10.     (N)    103 53 09.     (W)     SCALED    
 HJ0137* NAVD 88     -      1799.314  (meters)    5903.25   (feet)  ADJUSTED  
 HJ0137  ___________________________________________________________________
 HJ0137  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 HJ0137  DYNAMIC HT  -        1797.173 (meters)    5896.23  (feet)  COMP
 HJ0137  MODELED GRAV-     979,377.2   (mgal)                       NAVD 88
 HJ0137
 HJ0137  VERT ORDER  -  SECOND    CLASS 0
 HJ0137
 HJ0137.The horizontal coordinates were scaled from a topographic map and have
 HJ0137.an estimated accuracy of +/- 6 seconds.
 HJ0137
 HJ0137.The orthometric height was determined by differential leveling
 HJ0137.and adjusted by the National Geodetic Survey in June 1991..
 HJ0137
 HJ0137.The geoid height was determined by GEOID03.
 HJ0137
 HJ0137.The dynamic height is computed by dividing the NAVD 88
 HJ0137.geopotential number by the normal gravity value computed on the
 HJ0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0137.degrees latitude (g = 980.6199 gals.).
 HJ0137
 HJ0137.The modeled gravity was interpolated from observed gravity values.
 HJ0137
 HJ0137;                    North         East    Units  Estimated Accuracy
 HJ0137;SPC CO S     -   354,440.    1,057,890.      MT  (+/- 180 meters Scaled)
 HJ0137
 HJ0137                          SUPERSEDED SURVEY CONTROL
 HJ0137
 HJ0137  NGVD 29 (??/??/92) 1798.354  (m)         5900.10   (f) ADJ UNCH    2 0
 HJ0137
 HJ0137.Superseded values are not recommended for survey control.
 HJ0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0137.See file dsdata.txt to determine how the superseded data were derived.
 HJ0137
 HJ0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB990068(NAD 83)
 HJ0137_MARKER: DB = BENCH MARK DISK
 HJ0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0137_STAMPING: C 85 1935
 HJ0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0137+STABILITY: SURFACE MOTION
 HJ0137
 HJ0137  HISTORY     - Date     Condition        Report By
 HJ0137  HISTORY     - 1935     MONUMENTED       CGS
 HJ0137  HISTORY     - 1971     MARK NOT FOUND   NGS
 HJ0137
 HJ0137                          STATION DESCRIPTION
 HJ0137
 HJ0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HJ0137'6.2 MI N FROM BRANSON.
 HJ0137'6.2 MI N OF BRANSON, ALONG U.S. HWY 160, ABOUT 22 FT. S. OF CENTER
 HJ0137'LINE OF CROSS-ROAD, 35 FT. W. OF CENTER LINE OF HWY. AND 2 FT. N.W.
 HJ0137'OF FENCE CORNER.
 HJ0137
 HJ0137                          STATION RECOVERY (1971)
 HJ0137
 HJ0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HJ0137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0128 ***********************************************************************
 HJ0128  DESIGNATION -  C 86
 HJ0128  PID         -  HJ0128
 HJ0128  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0128  USGS QUAD   -  ANDRIX (1978)
 HJ0128
 HJ0128                         *CURRENT SURVEY CONTROL
 HJ0128  ___________________________________________________________________
 HJ0128* NAD 83(1986)-  37 16 45.     (N)    103 13 31.     (W)     SCALED    
 HJ0128* NAVD 88     -      1660.624  (meters)    5448.23   (feet)  ADJUSTED  
 HJ0128  ___________________________________________________________________
 HJ0128  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 HJ0128  DYNAMIC HT  -        1658.750 (meters)    5442.08  (feet)  COMP
 HJ0128  MODELED GRAV-     979,443.3   (mgal)                       NAVD 88
 HJ0128
 HJ0128  VERT ORDER  -  SECOND    CLASS 0
 HJ0128
 HJ0128.The horizontal coordinates were scaled from a topographic map and have
 HJ0128.an estimated accuracy of +/- 6 seconds.
 HJ0128
 HJ0128.The orthometric height was determined by differential leveling
 HJ0128.and adjusted by the National Geodetic Survey in June 1991..
 HJ0128
 HJ0128.The geoid height was determined by GEOID03.
 HJ0128
 HJ0128.The dynamic height is computed by dividing the NAVD 88
 HJ0128.geopotential number by the normal gravity value computed on the
 HJ0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0128.degrees latitude (g = 980.6199 gals.).
 HJ0128
 HJ0128.The modeled gravity was interpolated from observed gravity values.
 HJ0128
 HJ0128;                    North         East    Units  Estimated Accuracy
 HJ0128;SPC CO S     -   375,240.    1,116,110.      MT  (+/- 180 meters Scaled)
 HJ0128
 HJ0128                          SUPERSEDED SURVEY CONTROL
 HJ0128
 HJ0128  NGVD 29 (??/??/92) 1659.809  (m)         5445.56   (f) ADJ UNCH    2 0
 HJ0128
 HJ0128.Superseded values are not recommended for survey control.
 HJ0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0128.See file dsdata.txt to determine how the superseded data were derived.
 HJ0128
 HJ0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB573273(NAD 83)
 HJ0128_MARKER: DB = BENCH MARK DISK
 HJ0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0128_STAMPING: C 86 1935
 HJ0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0128+STABILITY: SURFACE MOTION
 HJ0128
 HJ0128  HISTORY     - Date     Condition        Report By
 HJ0128  HISTORY     - 1935     MONUMENTED       CGS
 HJ0128  HISTORY     - 1974     MARK NOT FOUND   NGS
 HJ0128  HISTORY     - 1985     MARK NOT FOUND   NGS
 HJ0128
 HJ0128                          STATION DESCRIPTION
 HJ0128
 HJ0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HJ0128'9.7 MI NE FROM KIM.
 HJ0128'ABOUT 9.7 MILES NORTHEAST ALONG U.S. HIGHWAY 160 FROM KIM, LAS
 HJ0128'ANIMAS COUNTY, AT THE JUNCTION OF A ROAD LEADING TO A RANCHHOUSE,
 HJ0128'ABOUT 13 FEET EAST OF THE CENTER LINE OF THE ROAD, 49 FEET NORTH
 HJ0128'OF THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTH OF A FENCE, AND
 HJ0128'ABOUT 2 FEET LOWER THAN THE ROADWAY.  A STANDARD DISK, STAMPED
 HJ0128'C 86 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HJ0128
 HJ0128                          STATION RECOVERY (1974)
 HJ0128
 HJ0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HJ0128'MARK NOT FOUND.
 HJ0128
 HJ0128                          STATION RECOVERY (1985)
 HJ0128
 HJ0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HJ0128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0002 ***********************************************************************
 HJ0002  DESIGNATION -  C 87
 HJ0002  PID         -  HJ0002
 HJ0002  STATE/COUNTY-  CO/BACA
 HJ0002  USGS QUAD   -  VILAS NORTH (1978)
 HJ0002
 HJ0002                         *CURRENT SURVEY CONTROL
 HJ0002  ___________________________________________________________________
 HJ0002* NAD 83(1986)-  37 23 01.     (N)    102 29 00.     (W)     SCALED    
 HJ0002* NAVD 88     -      1284.314  (meters)    4213.62   (feet)  POSTED    
 HJ0002  ___________________________________________________________________
 HJ0002  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 HJ0002  DYNAMIC HT  -        1282.970 (meters)    4209.21  (feet)  COMP
 HJ0002  MODELED GRAV-     979,538.4   (mgal)                       NAVD 88
 HJ0002
 HJ0002  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 HJ0002
 HJ0002.The horizontal coordinates were scaled from a topographic map and have
 HJ0002.an estimated accuracy of +/- 6 seconds.
 HJ0002
 HJ0002.The orthometric height was determined by differential leveling
 HJ0002.and adjusted by the National Geodetic Survey in 1992..
 HJ0002.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 HJ0002.rate of 3.1 thru 4.0 mm/km.
 HJ0002
 HJ0002.The geoid height was determined by GEOID03.
 HJ0002
 HJ0002.The dynamic height is computed by dividing the NAVD 88
 HJ0002.geopotential number by the normal gravity value computed on the
 HJ0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0002.degrees latitude (g = 980.6199 gals.).
 HJ0002
 HJ0002.The modeled gravity was interpolated from observed gravity values.
 HJ0002
 HJ0002;                    North         East    Units  Estimated Accuracy
 HJ0002;SPC CO S     -   388,680.    1,181,510.      MT  (+/- 180 meters Scaled)
 HJ0002
 HJ0002                          SUPERSEDED SURVEY CONTROL
 HJ0002
 HJ0002  NGVD 29 (??/??/92) 1283.742  (m)         4211.74   (f) ADJ UNCH    2 0
 HJ0002
 HJ0002.Superseded values are not recommended for survey control.
 HJ0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0002.See file dsdata.txt to determine how the superseded data were derived.
 HJ0002
 HJ0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB228404(NAD 83)
 HJ0002_MARKER: DB = BENCH MARK DISK
 HJ0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0002_STAMPING: C 87 1935
 HJ0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0002+STABILITY: SURFACE MOTION
 HJ0002
 HJ0002  HISTORY     - Date     Condition        Report By
 HJ0002  HISTORY     - 1935     MONUMENTED       CGS
 HJ0002  HISTORY     - 1941     GOOD             NGS
 HJ0002  HISTORY     - 1973     MARK NOT FOUND   USGS
 HJ0002
 HJ0002                          STATION DESCRIPTION
 HJ0002
 HJ0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 HJ0002'1.9 MI W FROM VILAS.
 HJ0002'TO REACH BENCH MARK FROM THE VILAS RAILROAD STATION, GO 1.9 MILES
 HJ0002'WEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD STATION TO
 HJ0002'SITE OF BENCH MARK.  BENCH MARK IS ABOUT 300.0 FEET WEST OF THE
 HJ0002'CROSSING OF STATE HIGHWAY 100, ABOUT 200.0 FEET WEST OF MILE POST
 HJ0002'88, 48.0 FEET SOUTH OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF
 HJ0002'THE RAILROAD TRACK, 32.0 FEET NORTH OF THE CENTERLINE OF STATE
 HJ0002'HIGHWAY 100, 3.0 FEET NORTHWEST OF A CORNER FENCE POST, 3.0 FEET EAST
 HJ0002'OF A 4 X 4 INCH WOODEN MARKER POST.  A STANDARD DISK SET IN
 HJ0002'CONCRETE POST PROJECTING 0.4 FOOT.
 HJ0002
 HJ0002                          STATION RECOVERY (1973)
 HJ0002
 HJ0002'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HJ0002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0037 ***********************************************************************
 HJ0037  DESIGNATION -  C 88
 HJ0037  PID         -  HJ0037
 HJ0037  STATE/COUNTY-  CO/BACA
 HJ0037  USGS QUAD   -  STONINGTON (1978)
 HJ0037
 HJ0037                         *CURRENT SURVEY CONTROL
 HJ0037  ___________________________________________________________________
 HJ0037* NAD 83(1986)-  37 17 41.     (N)    102 13 21.     (W)     SCALED    
 HJ0037* NAVD 88     -      1176.357  (meters)    3859.43   (feet)  ADJUSTED  
 HJ0037  ___________________________________________________________________
 HJ0037  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 HJ0037  DYNAMIC HT  -        1175.148 (meters)    3855.46  (feet)  COMP
 HJ0037  MODELED GRAV-     979,562.2   (mgal)                       NAVD 88
 HJ0037
 HJ0037  VERT ORDER  -  SECOND    CLASS 0
 HJ0037
 HJ0037.The horizontal coordinates were scaled from a topographic map and have
 HJ0037.an estimated accuracy of +/- 6 seconds.
 HJ0037
 HJ0037.The orthometric height was determined by differential leveling
 HJ0037.and adjusted by the National Geodetic Survey in June 1991..
 HJ0037
 HJ0037.The geoid height was determined by GEOID03.
 HJ0037
 HJ0037.The dynamic height is computed by dividing the NAVD 88
 HJ0037.geopotential number by the normal gravity value computed on the
 HJ0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0037.degrees latitude (g = 980.6199 gals.).
 HJ0037
 HJ0037.The modeled gravity was interpolated from observed gravity values.
 HJ0037
 HJ0037;                    North         East    Units  Estimated Accuracy
 HJ0037;SPC CO S     -   379,600.    1,204,950.      MT  (+/- 180 meters Scaled)
 HJ0037
 HJ0037                          SUPERSEDED SURVEY CONTROL
 HJ0037
 HJ0037  NGVD 29 (??/??/92) 1175.889  (m)         3857.90   (f) ADJ UNCH    2 0
 HJ0037
 HJ0037.Superseded values are not recommended for survey control.
 HJ0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0037.See file dsdata.txt to determine how the superseded data were derived.
 HJ0037
 HJ0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB462311(NAD 83)
 HJ0037_MARKER: DB = BENCH MARK DISK
 HJ0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0037_STAMPING: C 88 1935
 HJ0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0037+STABILITY: SURFACE MOTION
 HJ0037
 HJ0037  HISTORY     - Date     Condition        Report By
 HJ0037  HISTORY     - 1935     MONUMENTED       CGS
 HJ0037  HISTORY     - 1973     MARK NOT FOUND   NGS
 HJ0037
 HJ0037                          STATION DESCRIPTION
 HJ0037
 HJ0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HJ0037'2.1 MI W FROM STONINGTON.
 HJ0037'2.1 MILE WEST ALONG STATE HIGHWAY 51 FROM STONINGTON, AT A SECTION
 HJ0037'LINE, ABOUT 39 FT. N. OF THE CENTER LINE OF THE HWY., AND 2 FT. E.
 HJ0037'AND 1 FT. S. OF A FENCE CORNER.
 HJ0037
 HJ0037                          STATION RECOVERY (1973)
 HJ0037
 HJ0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HJ0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0294 ***********************************************************************
 JL0294  DESIGNATION -  C 9
 JL0294  PID         -  JL0294
 JL0294  STATE/COUNTY-  CO/GUNNISON
 JL0294  USGS QUAD   -  MC INTOSH MOUNTAIN (1973)
 JL0294
 JL0294                         *CURRENT SURVEY CONTROL
 JL0294  ___________________________________________________________________
 JL0294* NAD 83(1986)-  38 30 02.     (N)    107 01 21.     (W)     SCALED    
 JL0294* NAVD 88     -      2294.705  (meters)    7528.54   (feet)  POSTED    
 JL0294  ___________________________________________________________________
 JL0294  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 JL0294  DYNAMIC HT  -        2291.940 (meters)    7519.47  (feet)  COMP
 JL0294  MODELED GRAV-     979,339.2   (mgal)                       NAVD 88
 JL0294
 JL0294  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JL0294
 JL0294.The horizontal coordinates were scaled from a topographic map and have
 JL0294.an estimated accuracy of +/- 6 seconds.
 JL0294
 JL0294.The orthometric height was determined by differential leveling
 JL0294.and adjusted by the National Geodetic Survey in 1992..
 JL0294.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JL0294.rate of 1.1 thru 2.0 mm/km.
 JL0294
 JL0294.The geoid height was determined by GEOID03.
 JL0294
 JL0294.The dynamic height is computed by dividing the NAVD 88
 JL0294.geopotential number by the normal gravity value computed on the
 JL0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0294.degrees latitude (g = 980.6199 gals.).
 JL0294
 JL0294.The modeled gravity was interpolated from observed gravity values.
 JL0294
 JL0294;                    North         East    Units  Estimated Accuracy
 JL0294;SPC CO C     -   379,980.      781,600.      MT  (+/- 180 meters Scaled)
 JL0294
 JL0294                          SUPERSEDED SURVEY CONTROL
 JL0294
 JL0294  NGVD 29 (??/??/92) 2293.213  (m)         7523.65   (f) ADJ UNCH    1 2
 JL0294
 JL0294.Superseded values are not recommended for survey control.
 JL0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0294.See file dsdata.txt to determine how the superseded data were derived.
 JL0294
 JL0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC236632(NAD 83)
 JL0294_MARKER: DB = BENCH MARK DISK
 JL0294_SETTING: 66 = SET IN ROCK OUTCROP
 JL0294_SP_SET: GRANITE ROCK
 JL0294_STAMPING: 7523.650 C 9 1926
 JL0294_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0294+STABILITY: POSITION/ELEVATION WELL
 JL0294
 JL0294  HISTORY     - Date     Condition        Report By
 JL0294  HISTORY     - 1926     MONUMENTED       CGS
 JL0294  HISTORY     - 1976     GOOD             NPS
 JL0294  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0294
 JL0294                          STATION DESCRIPTION
 JL0294
 JL0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 JL0294'5.9 MI SW FROM GUNNISON.
 JL0294'5.9 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0294'FROM THE STATION AT GUNNISON, GUNNISON COUNTY, 1/4 MILE SOUTHWEST OF
 JL0294'MILEPOST D-294, 390 FEET SOUTH OF BRIDGE 294.20, 2 POLES NORTHEAST OF
 JL0294'THE SWITCH TO HIERRO SIDING, 55 FEET SOUTHEAST OF THE TRACK, AND ABOUT
 JL0294'2-1/2 FEET HIGHER THAN THE GROUND, AND IN GRANITE ROCK.  A STANDARD
 JL0294'DISK, STAMPED 7523.650 C 9 1926.
 JL0294
 JL0294                          STATION RECOVERY (1976)
 JL0294
 JL0294'RECOVERY NOTE BY NATIONAL PARK SERVICE 1976
 JL0294'RECOVERED IN GOOD CONDITION.
 JL0294
 JL0294                          STATION RECOVERY (1984)
 JL0294
 JL0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0294'THIS LOCATION IS NOW THE BLUE MESA RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0050 ***********************************************************************
 JJ0050  DESIGNATION -  C 90
 JJ0050  PID         -  JJ0050
 JJ0050  STATE/COUNTY-  CO/CHEYENNE
 JJ0050  USGS QUAD   -  CHEYENNE WELLS (1982)
 JJ0050
 JJ0050                         *CURRENT SURVEY CONTROL
 JJ0050  ___________________________________________________________________
 JJ0050* NAD 83(1986)-  38 47 32.     (N)    102 19 57.     (W)     SCALED    
 JJ0050* NAVD 88     -      1284.172  (meters)    4213.15   (feet)  ADJUSTED  
 JJ0050  ___________________________________________________________________
 JJ0050  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 JJ0050  DYNAMIC HT  -        1282.997 (meters)    4209.30  (feet)  COMP
 JJ0050  MODELED GRAV-     979,668.8   (mgal)                       NAVD 88
 JJ0050
 JJ0050  VERT ORDER  -  SECOND    CLASS 0
 JJ0050
 JJ0050.The horizontal coordinates were scaled from a topographic map and have
 JJ0050.an estimated accuracy of +/- 6 seconds.
 JJ0050
 JJ0050.The orthometric height was determined by differential leveling
 JJ0050.and adjusted by the National Geodetic Survey in June 1991..
 JJ0050
 JJ0050.The geoid height was determined by GEOID03.
 JJ0050
 JJ0050.The dynamic height is computed by dividing the NAVD 88
 JJ0050.geopotential number by the normal gravity value computed on the
 JJ0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0050.degrees latitude (g = 980.6199 gals.).
 JJ0050
 JJ0050.The modeled gravity was interpolated from observed gravity values.
 JJ0050
 JJ0050;                    North         East    Units  Estimated Accuracy
 JJ0050;SPC CO C     -   416,040.    1,189,520.      MT  (+/- 180 meters Scaled)
 JJ0050
 JJ0050                          SUPERSEDED SURVEY CONTROL
 JJ0050
 JJ0050  NGVD 29 (??/??/92) 1283.659  (m)         4211.47   (f) ADJ UNCH    2 0
 JJ0050
 JJ0050.Superseded values are not recommended for survey control.
 JJ0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0050.See file dsdata.txt to determine how the superseded data were derived.
 JJ0050
 JJ0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC316971(NAD 83)
 JJ0050_MARKER: DB = BENCH MARK DISK
 JJ0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0050_STAMPING: C 90 1935
 JJ0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0050+STABILITY: SURFACE MOTION
 JJ0050
 JJ0050  HISTORY     - Date     Condition        Report By
 JJ0050  HISTORY     - 1935     MONUMENTED       CGS
 JJ0050  HISTORY     - 1941     GOOD             NGS
 JJ0050  HISTORY     - 1975     MARK NOT FOUND   USGS
 JJ0050
 JJ0050                          STATION DESCRIPTION
 JJ0050
 JJ0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0050'2.9 MI SE FROM CHEYENNE WELLS.
 JJ0050'TO REACH FROM THE COUNTY COURT HOUSE IN CHEYENNE WELLS-- GO 1.0
 JJ0050'MILE EAST ALONG U.S. HIGHWAY NO. 40 TO THE JUNCTION OF STATE
 JJ0050'HIGHWAY NO. 51, THENCE, GO 1.9 MILES SOUTH ALONG STATE HIGHWAY NO.
 JJ0050'51 TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.6 MILE SOUTH
 JJ0050'OF A WOODEN BRIDGE OVER WASH, ABOUT 0.15 MILE NORTH OF THE SUMMIT
 JJ0050'OF HILL AND ABOUT 110.0 FEET SOUTH OF AN 18-INCH GALVINIZED IRON
 JJ0050'PIPE CULVERT.  IT IS 46.0 FEET WEST OF AND ABOUT THE SAME ELEVATION
 JJ0050'AS THE CENTERLINE OF THE HIGHWAY, 2.9 FEET WEST OF FENCE AND 2.4
 JJ0050'FEET WEST OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS
 JJ0050'0.2 FOOT.
 JJ0050
 JJ0050                          STATION RECOVERY (1975)
 JJ0050
 JJ0050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JJ0050'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0141 ***********************************************************************
 JJ0141  DESIGNATION -  C 91
 JJ0141  PID         -  JJ0141
 JJ0141  STATE/COUNTY-  CO/KIOWA
 JJ0141  USGS QUAD   -  SHERIDAN LAKE (1968)
 JJ0141
 JJ0141                         *CURRENT SURVEY CONTROL
 JJ0141  ___________________________________________________________________
 JJ0141* NAD 83(1986)-  38 28 07.     (N)    102 17 32.     (W)     SCALED    
 JJ0141* NAVD 88     -      1245.098  (meters)    4084.96   (feet)  ADJUSTED  
 JJ0141  ___________________________________________________________________
 JJ0141  GEOID HEIGHT-         -23.09  (meters)                     GEOID03
 JJ0141  DYNAMIC HT  -        1243.938 (meters)    4081.15  (feet)  COMP
 JJ0141  MODELED GRAV-     979,653.4   (mgal)                       NAVD 88
 JJ0141
 JJ0141  VERT ORDER  -  SECOND    CLASS 0
 JJ0141
 JJ0141.The horizontal coordinates were scaled from a topographic map and have
 JJ0141.an estimated accuracy of +/- 6 seconds.
 JJ0141
 JJ0141.The orthometric height was determined by differential leveling
 JJ0141.and adjusted by the National Geodetic Survey in June 1991..
 JJ0141
 JJ0141.The geoid height was determined by GEOID03.
 JJ0141
 JJ0141.The dynamic height is computed by dividing the NAVD 88
 JJ0141.geopotential number by the normal gravity value computed on the
 JJ0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0141.degrees latitude (g = 980.6199 gals.).
 JJ0141
 JJ0141.The modeled gravity was interpolated from observed gravity values.
 JJ0141
 JJ0141;                    North         East    Units  Estimated Accuracy
 JJ0141;SPC CO S     -   509,600.    1,194,290.      MT  (+/- 180 meters Scaled)
 JJ0141
 JJ0141                          SUPERSEDED SURVEY CONTROL
 JJ0141
 JJ0141  NGVD 29 (??/??/92) 1244.582  (m)         4083.27   (f) ADJ UNCH    2 0
 JJ0141
 JJ0141.Superseded values are not recommended for survey control.
 JJ0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0141.See file dsdata.txt to determine how the superseded data were derived.
 JJ0141
 JJ0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC362612(NAD 83)
 JJ0141_MARKER: DB = BENCH MARK DISK
 JJ0141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JJ0141_SP_SET: BUILDING
 JJ0141_STAMPING: C 91 1935
 JJ0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0141
 JJ0141  HISTORY     - Date     Condition        Report By
 JJ0141  HISTORY     - 1935     MONUMENTED       CGS
 JJ0141  HISTORY     - 1941     GOOD             NGS
 JJ0141  HISTORY     - 1968     GOOD             USGS
 JJ0141
 JJ0141                          STATION DESCRIPTION
 JJ0141
 JJ0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0141'AT SHERIDAN LAKE.
 JJ0141'BENCH MARK IS SET VERTICALLY IN THE SOUTH BRICK WALL OF THE
 JJ0141'SHERIDAN LAKE HIGH SCHOOL.  IT IS ABOUT 0.1 MILE NORTHEAST OF
 JJ0141'INTERSECTION OF MISSOURI PACIFIC RAILROAD AND THE HIGHWAY, ABOUT
 JJ0141'265.0 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 15.4 FEET
 JJ0141'WEST OF THE MAIN ENTRANCE TO BUILDING.  IT IS 5.8 FEET ABOVE THE
 JJ0141'GROUND AND 2.0 FEET EAST OF EDGE OF WINDOW.
 JJ0141
 JJ0141                          STATION RECOVERY (1968)
 JJ0141
 JJ0141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 JJ0141'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0165 ***********************************************************************
 JJ0165  DESIGNATION -  C 92
 JJ0165  PID         -  JJ0165
 JJ0165  STATE/COUNTY-  CO/PROWERS
 JJ0165  USGS QUAD   -  GRANADA (1953)
 JJ0165
 JJ0165                         *CURRENT SURVEY CONTROL
 JJ0165  ___________________________________________________________________
 JJ0165* NAD 83(1986)-  38 07 26.     (N)    102 18 43.     (W)     SCALED    
 JJ0165* NAVD 88     -      1087.694  (meters)    3568.54   (feet)  ADJUSTED  
 JJ0165  ___________________________________________________________________
 JJ0165  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 JJ0165  DYNAMIC HT  -        1086.678 (meters)    3565.21  (feet)  COMP
 JJ0165  MODELED GRAV-     979,657.6   (mgal)                       NAVD 88
 JJ0165
 JJ0165  VERT ORDER  -  SECOND    CLASS 0
 JJ0165
 JJ0165.The horizontal coordinates were scaled from a topographic map and have
 JJ0165.an estimated accuracy of +/- 6 seconds.
 JJ0165
 JJ0165.The orthometric height was determined by differential leveling
 JJ0165.and adjusted by the National Geodetic Survey in June 1991..
 JJ0165
 JJ0165.The geoid height was determined by GEOID03.
 JJ0165
 JJ0165.The dynamic height is computed by dividing the NAVD 88
 JJ0165.geopotential number by the normal gravity value computed on the
 JJ0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0165.degrees latitude (g = 980.6199 gals.).
 JJ0165
 JJ0165.The modeled gravity was interpolated from observed gravity values.
 JJ0165
 JJ0165;                    North         East    Units  Estimated Accuracy
 JJ0165;SPC CO S     -   471,300.    1,193,880.      MT  (+/- 180 meters Scaled)
 JJ0165
 JJ0165                          SUPERSEDED SURVEY CONTROL
 JJ0165
 JJ0165  NGVD 29 (??/??/92) 1087.236  (m)         3567.04   (f) ADJ UNCH    2 0
 JJ0165
 JJ0165.Superseded values are not recommended for survey control.
 JJ0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0165.See file dsdata.txt to determine how the superseded data were derived.
 JJ0165
 JJ0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC356229(NAD 83)
 JJ0165_MARKER: DB = BENCH MARK DISK
 JJ0165_SETTING: 0 = UNSPECIFIED SETTING
 JJ0165_STAMPING: C 92 1935
 JJ0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0165
 JJ0165  HISTORY     - Date     Condition        Report By
 JJ0165  HISTORY     - 1935     MONUMENTED       CGS
 JJ0165  HISTORY     - 1941     GOOD             NGS
 JJ0165
 JJ0165                          STATION DESCRIPTION
 JJ0165
 JJ0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0165'AT BRISTOL.
 JJ0165'BENCH MARK IS SET VERTICALLY IN THE EAST WALL OF THE BRISTOL HIGH
 JJ0165'SCHOOL, 6.5 FEET SOUTH OF THE MAIN ENTRANCE AND 6.0 FEET ABOVE THE
 JJ0165'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0144 ***********************************************************************
 HK0144  DESIGNATION -  C 93
 HK0144  PID         -  HK0144
 HK0144  STATE/COUNTY-  CO/HUERFANO
 HK0144  USGS QUAD   -  WALSENBURG NORTH (1963)
 HK0144
 HK0144                         *CURRENT SURVEY CONTROL
 HK0144  ___________________________________________________________________
 HK0144* NAD 83(1986)-  37 39 27.     (N)    104 49 45.     (W)     SCALED    
 HK0144* NAVD 88     -      1911.770  (meters)    6272.20   (feet)  ADJUSTED  
 HK0144  ___________________________________________________________________
 HK0144  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 HK0144  DYNAMIC HT  -        1909.500 (meters)    6264.75  (feet)  COMP
 HK0144  MODELED GRAV-     979,374.3   (mgal)                       NAVD 88
 HK0144
 HK0144  VERT ORDER  -  SECOND    CLASS 0
 HK0144
 HK0144.The horizontal coordinates were scaled from a topographic map and have
 HK0144.an estimated accuracy of +/- 6 seconds.
 HK0144
 HK0144.The orthometric height was determined by differential leveling
 HK0144.and adjusted by the National Geodetic Survey in June 1991..
 HK0144
 HK0144.The geoid height was determined by GEOID03.
 HK0144
 HK0144.The dynamic height is computed by dividing the NAVD 88
 HK0144.geopotential number by the normal gravity value computed on the
 HK0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0144.degrees latitude (g = 980.6199 gals.).
 HK0144
 HK0144.The modeled gravity was interpolated from observed gravity values.
 HK0144
 HK0144;                    North         East    Units  Estimated Accuracy
 HK0144;SPC CO S     -   414,980.      973,590.      MT  (+/- 180 meters Scaled)
 HK0144
 HK0144                          SUPERSEDED SURVEY CONTROL
 HK0144
 HK0144  NGVD 29 (??/??/92) 1910.747  (m)         6268.84   (f) ADJ UNCH    2 0
 HK0144
 HK0144.Superseded values are not recommended for survey control.
 HK0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0144.See file dsdata.txt to determine how the superseded data were derived.
 HK0144
 HK0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB150678(NAD 83)
 HK0144_MARKER: DB = BENCH MARK DISK
 HK0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0144_STAMPING: C 93 1935
 HK0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0144+STABILITY: SURFACE MOTION
 HK0144
 HK0144  HISTORY     - Date     Condition        Report By
 HK0144  HISTORY     - 1935     MONUMENTED       CGS
 HK0144  HISTORY     - 1963     MARK NOT FOUND   NGS
 HK0144
 HK0144                          STATION DESCRIPTION
 HK0144
 HK0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HK0144'1 MI N FROM WALSENBURG.
 HK0144'1.0 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE COUNTY COURTHOUSE
 HK0144'AT WALSENBURG, HUERFANO COUNTY, THENCE 3.4 MILES NORTHWEST ALONG
 HK0144'THE DENVER AND RIO GRANDE WESTERN RAILROAD, 0.3 MILE SOUTHEAST OF
 HK0144'A TRESTLE OVER A DEEP WASH, 387 FEET NORTHWEST OF MILEPOST 181,
 HK0144'400 FEET NORTH OF THE RED BRICK BUILDING AT A MINE TIPPLE, 154
 HK0144'FEET NORTHWEST OF THE NORTHWEST END OF A CUT, ON THE INSIDE OF A
 HK0144'CURVE, 94,0 FEET NORTHEAST OF THE EAST CORNER OF AN OLD CONCRETE
 HK0144'FOUNDATION, 26.5 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK,
 HK0144'3.0 FEET EAST OF A 4- BY 4-INCH WOODEN MARKER POST STENCILED
 HK0144'U.S.B.M., AND 3.5 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 HK0144'STAMPED C 93 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HK0144'0.9 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0177 ***********************************************************************
 HK0177  DESIGNATION -  C 94
 HK0177  PID         -  HK0177
 HK0177  STATE/COUNTY-  CO/HUERFANO
 HK0177  USGS QUAD   -  GARDNER (1969)
 HK0177
 HK0177                         *CURRENT SURVEY CONTROL
 HK0177  ___________________________________________________________________
 HK0177* NAD 83(1986)-  37 46 56.     (N)    105 09 57.     (W)     SCALED    
 HK0177* NAVD 88     -      2124.276  (meters)    6969.40   (feet)  ADJUSTED  
 HK0177  ___________________________________________________________________
 HK0177  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 HK0177  DYNAMIC HT  -        2121.664 (meters)    6960.83  (feet)  COMP
 HK0177  MODELED GRAV-     979,323.9   (mgal)                       NAVD 88
 HK0177
 HK0177  VERT ORDER  -  SECOND    CLASS 0
 HK0177
 HK0177.The horizontal coordinates were scaled from a topographic map and have
 HK0177.an estimated accuracy of +/- 6 seconds.
 HK0177
 HK0177.The orthometric height was determined by differential leveling
 HK0177.and adjusted by the National Geodetic Survey in June 1991..
 HK0177
 HK0177.The geoid height was determined by GEOID03.
 HK0177
 HK0177.The dynamic height is computed by dividing the NAVD 88
 HK0177.geopotential number by the normal gravity value computed on the
 HK0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0177.degrees latitude (g = 980.6199 gals.).
 HK0177
 HK0177.The modeled gravity was interpolated from observed gravity values.
 HK0177
 HK0177;                    North         East    Units  Estimated Accuracy
 HK0177;SPC CO S     -   428,660.      943,840.      MT  (+/- 180 meters Scaled)
 HK0177
 HK0177                          SUPERSEDED SURVEY CONTROL
 HK0177
 HK0177  NGVD 29 (??/??/92) 2123.108  (m)         6965.56   (f) ADJ UNCH    2 0
 HK0177
 HK0177.Superseded values are not recommended for survey control.
 HK0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0177.See file dsdata.txt to determine how the superseded data were derived.
 HK0177
 HK0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB853816(NAD 83)
 HK0177_MARKER: DB = BENCH MARK DISK
 HK0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0177_STAMPING: C 94 1935
 HK0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0177+STABILITY: SURFACE MOTION
 HK0177
 HK0177  HISTORY     - Date     Condition        Report By
 HK0177  HISTORY     - 1935     MONUMENTED       CGS
 HK0177
 HK0177                          STATION DESCRIPTION
 HK0177
 HK0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HK0177'AT GARDNER.
 HK0177'AT GARDNER, HUERFANO COUNTY, ON STATE HIGHWAY 69, 0.2 MILE EAST
 HK0177'OF THE POST OFFICE, 410 FEET SOUTHWEST OF THE ENTRANCE TO
 HK0177'ST. GEORGES SCHOOL, 37.0 FEET SOUTH OF THE CENTERLINE OF THE
 HK0177'HIGHWAY, 23.0 FEET EAST OF THE CENTERLINE OF A SIDE STREET, AT
 HK0177'THE METHODIST EPISCOPAL CHURCH, 3.8 FEET NORTHEAST OF THE
 HK0177'NORTHWEST CORNER, 1.5 FEET NORTH OF THE NORTH WALL, AND LEVEL
 HK0177'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED C 94 1935 AND SET
 HK0177'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE
 HK0177'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0519 ***********************************************************************
 JK0519  DESIGNATION -  C 95
 JK0519  PID         -  JK0519
 JK0519  STATE/COUNTY-  CO/CUSTER
 JK0519  USGS QUAD   -  ALDRICH GULCH (1957)
 JK0519
 JK0519                         *CURRENT SURVEY CONTROL
 JK0519  ___________________________________________________________________
 JK0519* NAD 83(1986)-  38 01 18.     (N)    105 22 47.     (W)     SCALED    
 JK0519* NAVD 88     -      2507.986  (meters)    8228.28   (feet)  ADJUSTED  
 JK0519  ___________________________________________________________________
 JK0519  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 JK0519  DYNAMIC HT  -        2504.825 (meters)    8217.91  (feet)  COMP
 JK0519  MODELED GRAV-     979,277.5   (mgal)                       NAVD 88
 JK0519
 JK0519  VERT ORDER  -  SECOND    CLASS 0
 JK0519
 JK0519.The horizontal coordinates were scaled from a topographic map and have
 JK0519.an estimated accuracy of +/- 6 seconds.
 JK0519
 JK0519.The orthometric height was determined by differential leveling
 JK0519.and adjusted by the National Geodetic Survey in June 1991..
 JK0519
 JK0519.The geoid height was determined by GEOID03.
 JK0519
 JK0519.The dynamic height is computed by dividing the NAVD 88
 JK0519.geopotential number by the normal gravity value computed on the
 JK0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0519.degrees latitude (g = 980.6199 gals.).
 JK0519
 JK0519.The modeled gravity was interpolated from observed gravity values.
 JK0519
 JK0519;                    North         East    Units  Estimated Accuracy
 JK0519;SPC CO S     -   455,190.      924,960.      MT  (+/- 180 meters Scaled)
 JK0519
 JK0519                          SUPERSEDED SURVEY CONTROL
 JK0519
 JK0519  NGVD 29 (??/??/92) 2506.690  (m)         8224.03   (f) ADJ UNCH    2 0
 JK0519
 JK0519.Superseded values are not recommended for survey control.
 JK0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0519.See file dsdata.txt to determine how the superseded data were derived.
 JK0519
 JK0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC666082(NAD 83)
 JK0519_MARKER: DB = BENCH MARK DISK
 JK0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0519_STAMPING: C 95 1935
 JK0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0519+STABILITY: SURFACE MOTION
 JK0519
 JK0519  HISTORY     - Date     Condition        Report By
 JK0519  HISTORY     - 1935     MONUMENTED       CGS
 JK0519  HISTORY     - 1941     GOOD             NGS
 JK0519  HISTORY     - 19990421 MARK NOT FOUND   NGS
 JK0519
 JK0519                          STATION DESCRIPTION
 JK0519
 JK0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JK0519'9.8 MI SE FROM WESTCLIFFE.
 JK0519'9.8 MILES SOUTHEAST ALONG STATE HIGHWAY 60 FROM THE COUNTY COURTHOUSE
 JK0519'AT WESTCLIFFE, CUSTER COUNTY, 0.15 MILE NORTH OF THE NORTH END OF A
 JK0519'CURVE, 0.1 MILE SOUTH OF THE JUNCTION OF A ROAD LEADING WEST, 41.0
 JK0519'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 3.0 FEET SOUTH OF A
 JK0519'4- BY 4-INCH WOODEN MARKER POST STENCILED U.S.B.M., AND LEVEL WITH
 JK0519'THE HIGHWAY.  A STANDARD DISK, STAMPED C 95 1935 AND SET IN THE TOP
 JK0519'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 JK0519
 JK0519                          STATION RECOVERY (1999)
 JK0519
 JK0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 JK0519'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0485 ***********************************************************************
 KK0485  DESIGNATION -  C E=BUCKLEY RM 2
 KK0485  PID         -  KK0485
 KK0485  STATE/COUNTY-  CO/ARAPAHOE
 KK0485  USGS QUAD   -  COAL CREEK (1994)
 KK0485
 KK0485                         *CURRENT SURVEY CONTROL
 KK0485  ___________________________________________________________________
 KK0485* NAD 83(1992)-  39 38 53.66294(N)    104 41 20.09682(W)     ADJUSTED  
 KK0485* NAVD 88     -      1773.203  (meters)    5817.58   (feet)  ADJUSTED  
 KK0485  ___________________________________________________________________
 KK0485  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 KK0485  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 KK0485  DYNAMIC HT  -        1771.480 (meters)    5811.93  (feet)  COMP
 KK0485  MODELED GRAV-     979,591.9   (mgal)                       NAVD 88
 KK0485
 KK0485  HORZ ORDER  -  SECOND
 KK0485  VERT ORDER  -  SECOND    CLASS 0
 KK0485
 KK0485.The horizontal coordinates were established by classical geodetic methods
 KK0485.and adjusted by the National Geodetic Survey in January 1993..
 KK0485
 KK0485.The orthometric height was determined by differential leveling
 KK0485.and adjusted by the National Geodetic Survey in June 1991..
 KK0485
 KK0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK0485
 KK0485.The geoid height was determined by GEOID03.
 KK0485
 KK0485.The dynamic height is computed by dividing the NAVD 88
 KK0485.geopotential number by the normal gravity value computed on the
 KK0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0485.degrees latitude (g = 980.6199 gals.).
 KK0485
 KK0485.The modeled gravity was interpolated from observed gravity values.
 KK0485
 KK0485;                    North         East     Units Scale Factor Converg.
 KK0485;SPC CO C     -   506,584.536   984,015.308   MT  0.99998145   +0 30 41.6
 KK0485;SPC CO C     - 1,662,019.43  3,228,390.22   sFT  0.99998145   +0 30 41.6
 KK0485;SPC CO N     -   340,083.012   984,017.371   MT  1.00001175   +0 31 26.6
 KK0485;SPC CO N     - 1,115,755.68  3,228,396.99   sFT  1.00001175   +0 31 26.6
 KK0485;UTM  13      - 4,388,762.686   526,689.832   MT  0.99960877   +0 11 54.6
 KK0485
 KK0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK0485!SPC CO C     -   0.99972467  x   0.99998145  =   0.99970612
 KK0485!SPC CO N     -   0.99972467  x   1.00001175  =   0.99973641
 KK0485!UTM  13      -   0.99972467  x   0.99960877  =   0.99933354
 KK0485
 KK0485                          SUPERSEDED SURVEY CONTROL
 KK0485
 KK0485  NAD 83(1986)-  39 38 53.65690(N)    104 41 20.09565(W) AD(       ) 2
 KK0485  NAD 27      -  39 38 53.69520(N)    104 41 18.19914(W) AD(       ) 2
 KK0485  NGVD 29 (??/??/92) 1772.244  (m)         5814.44   (f) ADJ UNCH    2 0
 KK0485
 KK0485.Superseded values are not recommended for survey control.
 KK0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0485.See file dsdata.txt to determine how the superseded data were derived.
 KK0485
 KK0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED2669088763(NAD 83)
 KK0485_MARKER: Z = SEE DESCRIPTION
 KK0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0485_STAMPING: C E
 KK0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0485+STABILITY: SURFACE MOTION
 KK0485
 KK0485  HISTORY     - Date     Condition        Report By
 KK0485  HISTORY     - UNK      MONUMENTED       DOD
 KK0485  HISTORY     - 1960     GOOD             NGS
 KK0485
 KK0485                          STATION DESCRIPTION
 KK0485
 KK0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KK0485'7 MI ESE FROM BUCKLEY ANG BASE.
 KK0485'7.2 MILES, EAST AND SOUTH ALONG COLORADO STATE HIGHWAY 30 FROM
 KK0485'THE MAIN GATE AT BUCKLEY A.N.G. BASE, THENCE EAST ALONG AN OILED
 KK0485'ROAD 1.6 MILES. THENCE NORTH ALONG AN OILED ROAD 0.7 MILES.  THE
 KK0485'MARK IS A BRASS PLUG SET IN THE TOP OF A 6 X 10 INCH CONCRETE
 KK0485'MONUMENT, WHICH PROJECTS 1 INCH.  IT IS 55.5 FEET SOUTHEAST OF A
 KK0485'METAL WITNESS POST AND 54.67 FEET SOUTHEAST OF BUCKLEY 1960.  THIS
 KK0485'MARK WAS USED AS REFERENCE MARK NO. 2 FOR STATION BUCKLEY 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0232 ***********************************************************************
 KK0232  DESIGNATION -  C E=BUZZ RM2
 KK0232  PID         -  KK0232
 KK0232  STATE/COUNTY-  CO/ELBERT
 KK0232  USGS QUAD   -  ELIZABETH (1994)
 KK0232
 KK0232                         *CURRENT SURVEY CONTROL
 KK0232  ___________________________________________________________________
 KK0232* NAD 83(1992)-  39 18 43.94132(N)    104 33 51.82791(W)     ADJUSTED  
 KK0232* NAVD 88     -      2073.808  (meters)    6803.82   (feet)  POSTED    
 KK0232  ___________________________________________________________________
 KK0232  LAPLACE CORR-          -4.87  (seconds)                    DEFLEC99
 KK0232  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 KK0232  DYNAMIC HT  -        2071.630 (meters)    6796.67  (feet)  COMP
 KK0232  MODELED GRAV-     979,501.4   (mgal)                       NAVD 88
 KK0232
 KK0232  HORZ ORDER  -  SECOND
 KK0232  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0232
 KK0232.The horizontal coordinates were established by classical geodetic methods
 KK0232.and adjusted by the National Geodetic Survey in January 1993..
 KK0232.No horizontal observational check was made to the station.
 KK0232
 KK0232.The orthometric height was determined by differential leveling
 KK0232.and adjusted by the National Geodetic Survey in 1992..
 KK0232.No vertical observational check was made to the station.
 KK0232.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0232.was located on a no-check spur therefore a value was not computed.
 KK0232
 KK0232.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK0232
 KK0232.The geoid height was determined by GEOID03.
 KK0232
 KK0232.The dynamic height is computed by dividing the NAVD 88
 KK0232.geopotential number by the normal gravity value computed on the
 KK0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0232.degrees latitude (g = 980.6199 gals.).
 KK0232
 KK0232.The modeled gravity was interpolated from observed gravity values.
 KK0232
 KK0232;                    North         East     Units Scale Factor Converg.
 KK0232;SPC CO C     -   469,382.740   995,086.349   MT  0.99994268   +0 35 24.3
 KK0232;SPC CO C     - 1,539,966.54  3,264,712.46   sFT  0.99994268   +0 35 24.3
 KK0232;UTM  13      - 4,351,513.782   537,553.405   MT  0.99961736   +0 16 33.5
 KK0232
 KK0232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK0232!SPC CO C     -   0.99967749  x   0.99994268  =   0.99962019
 KK0232!UTM  13      -   0.99967749  x   0.99961736  =   0.99929498
 KK0232
 KK0232                          SUPERSEDED SURVEY CONTROL
 KK0232
 KK0232  NAD 83(1986)-  39 18 43.93436(N)    104 33 51.82617(W) AD(       ) 2
 KK0232  NAD 27      -  39 18 43.97883(N)    104 33 49.94147(W) AD(       ) 2
 KK0232  NGVD 29 (??/??/92) 2072.772  (m)         6800.42   (f) ADJ UNCH    2 0
 KK0232
 KK0232.Superseded values are not recommended for survey control.
 KK0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0232.See file dsdata.txt to determine how the superseded data were derived.
 KK0232
 KK0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED3755351514(NAD 83)
 KK0232_MARKER: DD = SURVEY DISK
 KK0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0232+STABILITY: SURFACE MOTION
 KK0232
 KK0232  HISTORY     - Date     Condition        Report By
 KK0232  HISTORY     - UNK      MONUMENTED       DOD
 KK0232  HISTORY     - 1961     GOOD             NGS
 KK0232
 KK0232                          STATION DESCRIPTION
 KK0232
 KK0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KK0232'4.2 MI SE FROM ELIZABETH.
 KK0232'THE MARK IS AT LOWRY AFB ICBM SM-68 TITAN COMPLEX MISSTLE SITE
 KK0232'849 C.  THE MARK IS A BRONZE DISK SET IN THE TOP OF A 4 X 6-INCH
 KK0232'CONCRETE MONUMENT WHICH IS SET FLUSH.  IT IS 19 FEET EAST OF A
 KK0232'POWERLINE GUYWIRE AND 10 FEET NORTH-NORTHWEST OF A POWERLINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0597 ***********************************************************************
 HL0597  DESIGNATION -  C H
 HL0597  PID         -  HL0597
 HL0597  STATE/COUNTY-  CO/ARCHULETA
 HL0597  USGS QUAD   -  PAGOSA SPRINGS (1964)
 HL0597
 HL0597                         *CURRENT SURVEY CONTROL
 HL0597  ___________________________________________________________________
 HL0597* NAD 83(1992)-  37 19 53.30396(N)    107 06 26.54061(W)     ADJUSTED  
 HL0597* NAVD 88     -      2744.6    (meters)    9005.     (feet)  VERTCON   
 HL0597  ___________________________________________________________________
 HL0597  LAPLACE CORR-           3.14  (seconds)                    DEFLEC99
 HL0597  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 HL0597
 HL0597  HORZ ORDER  -  FIRST
 HL0597
 HL0597.The horizontal coordinates were established by classical geodetic methods
 HL0597.and adjusted by the National Geodetic Survey in January 1993..
 HL0597
 HL0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0597
 HL0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0597
 HL0597.The geoid height was determined by GEOID03.
 HL0597
 HL0597;                    North         East     Units Scale Factor Converg.
 HL0597;SPC CO S     -   379,809.007   771,959.755   MT  0.99998364   -0 59 09.3
 HL0597;SPC CO S     - 1,246,090.05  2,532,671.30   sFT  0.99998364   -0 59 09.3
 HL0597;UTM  13      - 4,133,727.490   313,300.134   MT  1.00002939   -1 16 42.0
 HL0597
 HL0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0597!SPC CO S     -   0.99957217  x   0.99998364  =   0.99955582
 HL0597!UTM  13      -   0.99957217  x   1.00002939  =   0.99960155
 HL0597
 HL0597:                Primary Azimuth Mark                     Grid Az
 HL0597:SPC CO S     -  PAGOSA PEAK 2                            017 02 44.6
 HL0597:UTM  13      -  PAGOSA PEAK 2                            017 20 17.3
 HL0597
 HL0597|---------------------------------------------------------------------|
 HL0597| PID    Reference Object                     Distance      Geod. Az  |
 HL0597|                                                           dddmmss.s |
 HL0597| HL0591 PAGOSA PEAK 2                       APPROX.13.0 KM 0160335.3 |
 HL0597| HL0538 SHEEP MTN                           APPROX.24.5 KM 0475336.1 |
 HL0597| CM6171 C H RM 1                              5.936 METERS 14252     |
 HL0597| CM6172 C H RM 2                              7.268 METERS 25131     |
 HL0597| CM6170 C H AZ MK                                          2672028.3 |
 HL0597|---------------------------------------------------------------------|
 HL0597
 HL0597                          SUPERSEDED SURVEY CONTROL
 HL0597
 HL0597  NAD 83(1986)-  37 19 53.30244(N)    107 06 26.54423(W) AD(       ) 1
 HL0597  NAD 27      -  37 19 53.29230(N)    107 06 24.39220(W) AD(       ) 1
 HL0597  NGVD 29 (07/19/86) 2743.2    (m)         9000.     (f) VERT ANG       
 HL0597
 HL0597.Superseded values are not recommended for survey control.
 HL0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0597.See file dsdata.txt to determine how the superseded data were derived.
 HL0597
 HL0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB1330033727(NAD 83)
 HL0597_MARKER: DB = BENCH MARK DISK
 HL0597_SETTING: 80 = SET IN A BOULDER
 HL0597_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HL0597
 HL0597  HISTORY     - Date     Condition        Report By
 HL0597  HISTORY     - 1958     MONUMENTED       USGS
 HL0597
 HL0597                          STATION DESCRIPTION
 HL0597
 HL0597'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (OSR)
 HL0597'STATION IS LOCATED ON THE NORTH END OF A LONG PROMINENT RIDGE
 HL0597'WHICH IS VERY BRUSHY ON THE NORTH END AND HEAVILY TIMBERED
 HL0597'ON THE SOUTH END, ABOUT 7-3/4 MILES NORTHWEST OF PAGOSA SPRINGS,
 HL0597'1-1/4 MILES NORTH OF HATCHER RESERVOIR, 4-1/4 MILES SOUTH
 HL0597'OF THE MINERAL-ARCHULETA COUNTY LINE AND 3/4 MILE NORTHEAST
 HL0597'OF A NORTHWEST-SOUTHEAST GRAVEL ROAD.
 HL0597'
 HL0597'REACHED FROM THE COURTHOUSE IN PAGOSA SPRINGS BY GOING WESTERLY
 HL0597'ON U.S. HIGHWAY 160 FOR 2.6 MILES TO A SIDE ROAD RIGHT AND
 HL0597'SIGN UPPER PIEDRA RIVER 19 TURN RIGHT AND FOLLOW GRAVEL ROAD
 HL0597'NORTHWESTERLY FOR 5.75 MILES TO A WIRE GATE ON THE RIGHT AND
 HL0597'A WIRE GATE ON THE LEFT, (TO REACH THE AZIMUTH MARK FROM THIS
 HL0597'POINT CONTINUE NORTHWESTERLY ON GRAVEL ROAD FOR 0.3 MILE TO THE
 HL0597'MARK ON THE LEFT ABOUT 0.05 MILE BEFORE REACHING A
 HL0597'CATTLEGUARD), TURN RIGHT THROUGH GATE AND FOLLOW DIM TRACK ROAD
 HL0597'NORTHEASTERLY FOR 0.5 MILE TO A WIRE FENCE AND END OF TRUCK
 HL0597'TRAVEL.  CROSS FENCE AND PACK EASTERLY, UP A BRUSHY DRAW,
 HL0597'TO THE NORTH END OF RIDGE AND STATION.  ABOUT A 45 MINUTE
 HL0597'PACK.
 HL0597'
 HL0597'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 HL0597'DISK, STAMPED C H SET IN A DRILL HOLE IN A 1 X 1 FOOT BOULDER
 HL0597'FLUSH WITH THE GROUND SURFACE.
 HL0597'
 HL0597'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED C H USGS NO 1
 HL0597'1958, CEMENTED IN A DRILL HOLE IN A 10 X 12 INCH BOULDER
 HL0597'FLUSH WITH THE GROUND SURFACE.
 HL0597'
 HL0597'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED C H USGS NO 2 1958,
 HL0597'CEMENTED IN A DRILL HOLE IN A BOULDER 8 X 10 INCHES AND FLUSH
 HL0597'WITH THE GROUND SURFACE.
 HL0597'
 HL0597'AZIMUTH MARK IS A STANDARD DISK, STAMPED C H USGS 1958, CEMENTED
 HL0597'IN A DRILL HOLE IN A BURIED BOULDER FLUSH WITH THE GROUND
 HL0597'SURFACE.  IT IS 23 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 HL0597'ROAD AND 2 FEET EAST OF A WEST ROAD RIGHT-OF-WAY FENCE.  A WHITE
 HL0597'WITNESS POST WAS SET 1 FOOT SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6473 ***********************************************************************
 AE6473  DESIGNATION -  C119 MP49.50
 AE6473  PID         -  AE6473
 AE6473  STATE/COUNTY-  CO/BOULDER
 AE6473  USGS QUAD   -  NIWOT (1979)
 AE6473
 AE6473                         *CURRENT SURVEY CONTROL
 AE6473  ___________________________________________________________________
 AE6473* NAD 83(1992)-  40 05 17.49398(N)    105 11 24.75667(W)     ADJUSTED  
 AE6473* NAVD 88     -      1571.1    (meters)    5155.     (feet)  GPS OBS   
 AE6473  ___________________________________________________________________
 AE6473  X           -  -1,280,669.052 (meters)                     COMP
 AE6473  Y           -  -4,716,830.351 (meters)                     COMP
 AE6473  Z           -   4,086,483.396 (meters)                     COMP
 AE6473  LAPLACE CORR-         -15.61  (seconds)                    DEFLEC99
 AE6473  ELLIP HEIGHT-        1554.68  (meters)          (12/03/02) GPS OBS
 AE6473  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 AE6473
 AE6473  HORZ ORDER  -  FIRST
 AE6473  ELLP ORDER  -  FOURTH    CLASS II
 AE6473
 AE6473.The horizontal coordinates were established by GPS observations
 AE6473.and adjusted by the National Geodetic Survey in February 1998..
 AE6473
 AE6473.The orthometric height was determined by GPS observations and a
 AE6473.high-resolution geoid model.
 AE6473
 AE6473.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE6473
 AE6473.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE6473
 AE6473.The ellipsoidal height was determined by GPS observations
 AE6473.and is referenced to NAD 83.
 AE6473
 AE6473.The geoid height was determined by GEOID03.
 AE6473
 AE6473;                    North         East     Units Scale Factor Converg.
 AE6473;SPC CO N     -   388,658.788   940,820.823   MT  0.99996085   +0 12 00.6
 AE6473;SPC CO N     - 1,275,124.71  3,086,676.32   sFT  0.99996085   +0 12 00.6
 AE6473;UTM  13      - 4,437,563.161   483,784.618   MT  0.99960324   -0 07 21.0
 AE6473
 AE6473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE6473!SPC CO N     -   0.99975617  x   0.99996085  =   0.99971703
 AE6473!UTM  13      -   0.99975617  x   0.99960324  =   0.99935950
 AE6473
 AE6473                          SUPERSEDED SURVEY CONTROL
 AE6473
 AE6473  ELLIP H (02/12/98) 1554.72   (m)                       GP(       ) 3 2
 AE6473
 AE6473.Superseded values are not recommended for survey control.
 AE6473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6473.See file dsdata.txt to determine how the superseded data were derived.
 AE6473
 AE6473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE8378537563(NAD 83)
 AE6473_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AE6473_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE6473_STAMPING: 119 49.50
 AE6473_MARK LOGO: CODH  
 AE6473_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6473+STABILITY: SURFACE MOTION
 AE6473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6473+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AE6473
 AE6473  HISTORY     - Date     Condition        Report By
 AE6473  HISTORY     - 1993     MONUMENTED       NGS
 AE6473
 AE6473                          STATION DESCRIPTION
 AE6473
 AE6473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RSC)
 AE6473'THE STATION IS LOCATED ABOUT 8 MI (12.9 KM) NORTHEAST OF BOULDER, 8 MI
 AE6473'(12.9 KM) SOUTHWEST OF LONGMONT AND ACROSS THE ROAD FROM THE ENTRANCE
 AE6473'TO THE IBM PLANT, IN THE SOUTHEAST 1/4 OF SECTION 35, T 2 N, R 70 W,
 AE6473'AT STATE HIGHWAY 119 MILEPOST 49.50.  OWNERSHIP--COLORADO DEPT.  OF
 AE6473'TRANSPORTATION RIGHT-OF-WAY TO REACH THE STATION FROM THE INTERSECTION
 AE6473'OF STATE HIGHWAY 119 AND STATE HIGHWAY 52, NORTHEAST OF BOULDER, GO
 AE6473'SOUTHEAST ON STATE HIGHWAY 52 FOR 0.05 MI (0.08 KM) TO THE STATION ON
 AE6473'THE RIGHT THE STATION IS A STANDARD COLORADO DEPT.  OF HIGHWAYS
 AE6473'CONTROL DISK SET ON A SHALLOW DEPTH ROD FLUSH WITH THE GROUND.  IT IS
 AE6473'51.2 M (168.0 FT) SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 52,
 AE6473'50.8 M (166.7 FT) SOUTHEAST OF THE CENTER OF THE NORTHEAST BOUND LANE
 AE6473'OF STATE HIGHWAY 119, 12.0 M (39.4 FT) SOUTHEAST OF THE CENTER OF THE
 AE6473'RAILROAD TRACKS, 3.2 M (10.5 FT) WEST-NORTHWEST OF A RIGHT-OF-WAY
 AE6473'FENCE, 0.5 M (1.6 FT) WEST-NORTHWEST OF A WITNESS POST, IN THE
 AE6473'SOUTHEAST CORNER OF THE INTERSECTION AND ABOUT LEVEL WITH BOTH
 AE6473'HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3121 ***********************************************************************
 AA3121  DESIGNATION -  C12 MP 55.93 RT
 AA3121  PID         -  AA3121
 AA3121  STATE/COUNTY-  CO/LAS ANIMAS
 AA3121  USGS QUAD   -  VALDEZ (1951)
 AA3121
 AA3121                         *CURRENT SURVEY CONTROL
 AA3121  ___________________________________________________________________
 AA3121* NAD 83(1992)-  37 07 26.09320(N)    104 43 28.55701(W)     ADJUSTED  
 AA3121* NAVD 88     -      1983.2    (meters)    6507.     (feet)  GPS OBS   
 AA3121  ___________________________________________________________________
 AA3121  X           -  -1,294,573.223 (meters)                     COMP
 AA3121  Y           -  -4,926,002.247 (meters)                     COMP
 AA3121  Z           -   3,829,552.878 (meters)                     COMP
 AA3121  LAPLACE CORR-          -5.77  (seconds)                    DEFLEC99
 AA3121  ELLIP HEIGHT-        1964.92  (meters)          (12/03/02) GPS OBS
 AA3121  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 AA3121
 AA3121  HORZ ORDER  -  FIRST
 AA3121  ELLP ORDER  -  FOURTH    CLASS II
 AA3121
 AA3121.The horizontal coordinates were established by GPS observations
 AA3121.and adjusted by the National Geodetic Survey in December 1994..
 AA3121
 AA3121.The orthometric height was determined by GPS observations and a
 AA3121.high-resolution geoid model.
 AA3121
 AA3121.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3121
 AA3121.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3121
 AA3121.The ellipsoidal height was determined by GPS observations
 AA3121.and is referenced to NAD 83.
 AA3121
 AA3121.The geoid height was determined by GEOID03.
 AA3121
 AA3121;                    North         East     Units Scale Factor Converg.
 AA3121;SPC CO S     -   355,834.154   983,310.091   MT  1.00002166   +0 28 32.2
 AA3121;SPC CO S     - 1,167,432.55  3,226,076.52   sFT  1.00002166   +0 28 32.2
 AA3121;UTM  13      - 4,108,654.269   524,464.287   MT  0.99960737   +0 09 58.4
 AA3121
 AA3121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3121!SPC CO S     -   0.99969174  x   1.00002166  =   0.99971339
 AA3121!UTM  13      -   0.99969174  x   0.99960737  =   0.99929923
 AA3121
 AA3121                          SUPERSEDED SURVEY CONTROL
 AA3121
 AA3121  ELLIP H (12/30/94) 1964.92   (m)                       GP(       ) 3 1
 AA3121
 AA3121.Superseded values are not recommended for survey control.
 AA3121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3121.See file dsdata.txt to determine how the superseded data were derived.
 AA3121
 AA3121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB2446408654(NAD 83)
 AA3121_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AA3121_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AA3121_STAMPING: 12 55.93
 AA3121_MARK LOGO: CODOT 
 AA3121_PROJECTION: FLUSH
 AA3121_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3121+STABILITY: SURFACE MOTION
 AA3121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3121+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA3121_ROD/PIPE-DEPTH: 1.8  meters
 AA3121
 AA3121  HISTORY     - Date     Condition        Report By
 AA3121  HISTORY     - 1994     MONUMENTED       CODOT
 AA3121
 AA3121                          STATION DESCRIPTION
 AA3121
 AA3121'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1994 (PG)
 AA3121'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) WEST OF VALDEZ, 0.35 MI
 AA3121'(0.56 KM) EAST-NORTHEAST OF SEGUNDO AND 0.15 MI (0.24 KM) NORTH OF THE
 AA3121'PERGATOIRE RIVER, IN THE SOUTHEAST 1/4 OF SECTION 36, T 33 S, R 66 W,
 AA3121'AT STATE HIGHWAY 12 MILEPOST 55.93.  OWNERSHIP--COLORADO DEPT. OF
 AA3121'TRANSPORTATION RIGHT-OF-WAY. TO REACH THE STATION FROM THE
 AA3121'INTERSECTION OF STATE HIGHWAY 12 AND COUNTY ROAD 57.7, THE ROAD TO
 AA3121'COKEVILLE, GO WEST ON STATE HIGHWAY 12 FOR 6.9 MI (11.1 KM) TO THE
 AA3121'STATION ON THE LEFT. THE DISK IS A STANDARD CONTROL DISK ON THE TOP OF
 AA3121'AN ALUMINUM ROD WITH A 0.9 M (3.0 FT) SECURITY ROD WHICH IS THE TOP
 AA3121'SECTION.  IT IS 25.9 M (85.0 FT) NORTHEAST OF A FENCE CORNER POST,
 AA3121'21.9 M (71.9 FT) SOUTHEAST IF A TYPE 1 DELINEATOR POST, 13.7 M (44.9
 AA3121'FT) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 12, 7.3 M (24.0 FT)
 AA3121'NORTHWEST OF A POWER POLE AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2972 ***********************************************************************
 AI2972  DESIGNATION -  C13 MP13.1
 AI2972  PID         -  AI2972
 AI2972  STATE/COUNTY-  CO/GARFIELD
 AI2972  USGS QUAD   -  RIO BLANCO (1982)
 AI2972
 AI2972                         *CURRENT SURVEY CONTROL
 AI2972  ___________________________________________________________________
 AI2972* NAD 83(1992)-  39 40 02.34835(N)    107 54 00.45582(W)     ADJUSTED  
 AI2972* NAVD 88     -      2036.3    (meters)    6681.     (feet)  GPS OBS   
 AI2972  ___________________________________________________________________
 AI2972  X           -  -1,511,566.884 (meters)                     COMP
 AI2972  Y           -  -4,679,865.787 (meters)                     COMP
 AI2972  Z           -   4,050,910.546 (meters)                     COMP
 AI2972  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AI2972  ELLIP HEIGHT-        2020.80  (meters)          (12/03/02) GPS OBS
 AI2972  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 AI2972
 AI2972  HORZ ORDER  -  FIRST
 AI2972  ELLP ORDER  -  FOURTH    CLASS II
 AI2972
 AI2972.The horizontal coordinates were established by GPS observations
 AI2972.and adjusted by the National Geodetic Survey in December 1999..
 AI2972
 AI2972.The orthometric height was determined by GPS observations and a
 AI2972.high-resolution geoid model.
 AI2972
 AI2972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2972
 AI2972.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2972
 AI2972.The ellipsoidal height was determined by GPS observations
 AI2972.and is referenced to NAD 83.
 AI2972
 AI2972.The geoid height was determined by GEOID03.
 AI2972
 AI2972;                    North         East     Units Scale Factor Converg.
 AI2972;SPC CO C     -   511,112.403   708,481.707   MT  0.99998469   -1 30 49.4
 AI2972;SPC CO C     - 1,676,874.61  2,324,410.40   sFT  0.99998469   -1 30 49.4
 AI2972;UTM  13      - 4,394,854.745   251,229.022   MT  1.00036200   -1 51 07.9
 AI2972
 AI2972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2972!SPC CO C     -   0.99968307  x   0.99998469  =   0.99966776
 AI2972!UTM  13      -   0.99968307  x   1.00036200  =   1.00004495
 AI2972
 AI2972                          SUPERSEDED SURVEY CONTROL
 AI2972
 AI2972  ELLIP H (12/22/99) 2020.78   (m)                       GP(       ) 4 2
 AI2972
 AI2972.Superseded values are not recommended for survey control.
 AI2972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2972.See file dsdata.txt to determine how the superseded data were derived.
 AI2972
 AI2972_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD5122994855(NAD 83)
 AI2972_MARKER: DD = SURVEY DISK
 AI2972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2972_STAMPING: 13+00 6676.18
 AI2972_MARK LOGO: CODH  
 AI2972_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI2972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2972+STABILITY: SURFACE MOTION
 AI2972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2972+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI2972
 AI2972  HISTORY     - Date     Condition        Report By
 AI2972  HISTORY     - 1997     MONUMENTED       NGS
 AI2972
 AI2972                          STATION DESCRIPTION
 AI2972
 AI2972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AI2972'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) SOUTH-SOUTHEAST OF THE
 AI2972'TOWN OF RIO BLANCO, 3.7 MI (6.0 KM) SOUTH-SOUTHEAST OF RIO BLANCO PEAK
 AI2972'AND 2.8 MI (4.5 KM) SOUTHEAST OF THE SOUTHEAST CORNER OF RIO BLANCO
 AI2972'COUNTY, IN THE SOUTHWEST 1/4 OF SECTION 25, T 4 S, R 94 W, AT STATE
 AI2972'HIGHWAY 13 MILEPOST 13.1.  OWNERSHIP--COLORADO DEPT.  OF
 AI2972'TRANSPORTATION RIGHT-OF-WAY
 AI2972'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 13 AND
 AI2972'STATE HIGHWAY 325, ABOUT 3 MI (4.8 KM) NORTH OF RIFLE, GO NORTHWEST ON
 AI2972'STATE HIGHWAY 13 FOR 9.8 MI (15.8 KM) TO THE LEFT, ABOUT 0.1 MI (0.2
 AI2972'KM) WEST OF A RED RANCH HOUSE AND CORREGATED BUILDINGS ON BOTH SIDES
 AI2972'OF THE ROAD
 AI2972'THE MARK IS A STANDARD STATE RIGHT-OF-WAY DISK SET INTO THE TOP OF A
 AI2972'ROUND 10 CM CONCRETE POST, PROJECTING 25 CM ABOVE THE GROUND.  IT IS
 AI2972'18.3 M (60.0 FT) SOUTH-SOUTHWEST FROM THE CENTER LINE OF STATE HIGHWAY
 AI2972'13, 1.0 M (3.3 FT) NORTHEAST FROM A WITNESS POST, 0.2 M (0.7 FT)
 AI2972'SOUTH-SOUTHWEST FROM THE RIGHT-OF-WAY FENCE, ABOUT 100 M (328.1 FT)
 AI2972'EAST FROM THE DRIVEWAY TO 13374 HIGHWAY 13 AND ABOUT 60 CM BELOW THE
 AI2972'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2974 ***********************************************************************
 AI2974  DESIGNATION -  C13 MP36.6
 AI2974  PID         -  AI2974
 AI2974  STATE/COUNTY-  CO/RIO BLANCO
 AI2974  USGS QUAD   -  LO 7 HILL (1987)
 AI2974
 AI2974                         *CURRENT SURVEY CONTROL
 AI2974  ___________________________________________________________________
 AI2974* NAD 83(1992)-  39 59 33.31762(N)    107 58 02.41329(W)     ADJUSTED  
 AI2974* NAVD 88     -      1935.0    (meters)    6348.     (feet)  GPS OBS   
 AI2974  ___________________________________________________________________
 AI2974  X           -  -1,509,893.592 (meters)                     COMP
 AI2974  Y           -  -4,656,004.435 (meters)                     COMP
 AI2974  Z           -   4,078,588.585 (meters)                     COMP
 AI2974  LAPLACE CORR-           9.23  (seconds)                    DEFLEC99
 AI2974  ELLIP HEIGHT-        1919.24  (meters)          (12/03/02) GPS OBS
 AI2974  GEOID HEIGHT-         -15.77  (meters)                     GEOID03
 AI2974
 AI2974  HORZ ORDER  -  FIRST
 AI2974  ELLP ORDER  -  FOURTH    CLASS II
 AI2974
 AI2974.The horizontal coordinates were established by GPS observations
 AI2974.and adjusted by the National Geodetic Survey in December 1999..
 AI2974
 AI2974.The orthometric height was determined by GPS observations and a
 AI2974.high-resolution geoid model.
 AI2974
 AI2974.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2974
 AI2974.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2974
 AI2974.The ellipsoidal height was determined by GPS observations
 AI2974.and is referenced to NAD 83.
 AI2974
 AI2974.The geoid height was determined by GEOID03.
 AI2974
 AI2974;                    North         East     Units Scale Factor Converg.
 AI2974;SPC CO N     -   380,928.819   703,717.780   MT  0.99996694   -1 35 39.2
 AI2974;SPC CO N     - 1,249,763.97  2,308,780.75   sFT  0.99996694   -1 35 39.2
 AI2974;UTM  13      - 4,431,152.796   246,661.702   MT  1.00039018   -1 54 29.1
 AI2974;UTM  12      - 4,431,340.680   758,916.447   MT  1.00042536   +1 57 00.5
 AI2974
 AI2974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2974!SPC CO N     -   0.99969900  x   0.99996694  =   0.99966595
 AI2974!UTM  13      -   0.99969900  x   1.00039018  =   1.00008907
 AI2974!UTM  12      -   0.99969900  x   1.00042536  =   1.00012424
 AI2974
 AI2974                          SUPERSEDED SURVEY CONTROL
 AI2974
 AI2974.No superseded survey control is available for this station.
 AI2974
 AI2974_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBE4666231153(NAD 83)
 AI2974_MARKER: DD = SURVEY DISK
 AI2974_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI2974+WITH SETTING: INFORMATION.
 AI2974_STAMPING: CP364 36.4
 AI2974_MARK LOGO: CODH  
 AI2974_PROJECTION: FLUSH
 AI2974_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI2974_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2974+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI2974_ROD/PIPE-DEPTH: 1    meters
 AI2974
 AI2974  HISTORY     - Date     Condition        Report By
 AI2974  HISTORY     - 1997     MONUMENTED       NGS
 AI2974
 AI2974                          STATION DESCRIPTION
 AI2974
 AI2974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AI2974'THE STATION IS LOCATED ABOUT 35 MI (56.3 KM) NORTH OF RIFLE AND 5 MI
 AI2974'(8.0 KM) SOUTH OF MEEKER, IN THE NORTHEAST 1/4 OF SECTION 8, T 1 S, R
 AI2974'94 W, AT STATE HIGHWAY 13 MILEPOST 36.6.  OWNERSHIP--COLORADO DEPT. OF
 AI2974'TRANSPORTATION RIGHT-OF-WAY
 AI2974'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 13 AND
 AI2974'STATE HIGHWAY 64 JUST SOUTH OF MEEKER, GO SOUTH ON STATE HIGHWAY 13
 AI2974'FOR 2.6 MI (4.2 KM) TO THE STATION ON THE LEFT
 AI2974'THE MARK IS A STANDARD ALUMINUM DISK DRIVEN ONTO AN ALUMINUM ROD
 AI2974'DRIVEN INTO THE GROUND AND FLUSH WITH THE GROUND.  IT IS 22.9 M (75.1
 AI2974'FT) EAST-NORTHEAST FROM THE CENTER LINE OF STATE HIGHWAY 13, 1.0 M
 AI2974'(3.3 FT) SOUTHWEST FROM A RIGHT-OF-WAY FENCE, 0.6 M (2.0 FT) SOUTHWEST
 AI2974'FROM A WITNESS POST, ABOUT 2 M (6.6 FT) ABOVE THE HIGHWAY AND ON TOP
 AI2974'OF A SMALL RISE ABOVE A ROADCUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2971 ***********************************************************************
 AI2971  DESIGNATION -  C13 MP7.9
 AI2971  PID         -  AI2971
 AI2971  STATE/COUNTY-  CO/GARFIELD
 AI2971  USGS QUAD   -  RIFLE (1982)
 AI2971
 AI2971                         *CURRENT SURVEY CONTROL
 AI2971  ___________________________________________________________________
 AI2971* NAD 83(1992)-  39 37 13.43094(N)    107 49 29.40820(W)     ADJUSTED  
 AI2971* NAVD 88     -      1816.0    (meters)    5958.     (feet)  GPS OBS   
 AI2971  ___________________________________________________________________
 AI2971  X           -  -1,506,381.652 (meters)                     COMP
 AI2971  Y           -  -4,684,851.607 (meters)                     COMP
 AI2971  Z           -   4,046,757.144 (meters)                     COMP
 AI2971  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AI2971  ELLIP HEIGHT-        1800.30  (meters)          (12/03/02) GPS OBS
 AI2971  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 AI2971
 AI2971  HORZ ORDER  -  FIRST
 AI2971  ELLP ORDER  -  FOURTH    CLASS II
 AI2971
 AI2971.The horizontal coordinates were established by GPS observations
 AI2971.and adjusted by the National Geodetic Survey in December 1999..
 AI2971
 AI2971.The orthometric height was determined by GPS observations and a
 AI2971.high-resolution geoid model.
 AI2971
 AI2971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2971
 AI2971.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2971
 AI2971.The ellipsoidal height was determined by GPS observations
 AI2971.and is referenced to NAD 83.
 AI2971
 AI2971.The geoid height was determined by GEOID03.
 AI2971
 AI2971;                    North         East     Units Scale Factor Converg.
 AI2971;SPC CO C     -   505,736.633   714,806.604   MT  0.99997693   -1 27 58.5
 AI2971;SPC CO C     - 1,659,237.60  2,345,161.33   sFT  0.99997693   -1 27 58.5
 AI2971;UTM  13      - 4,389,439.881   257,524.448   MT  1.00032392   -1 48 08.2
 AI2971
 AI2971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2971!SPC CO C     -   0.99971764  x   0.99997693  =   0.99969458
 AI2971!UTM  13      -   0.99971764  x   1.00032392  =   1.00004147
 AI2971
 AI2971                          SUPERSEDED SURVEY CONTROL
 AI2971
 AI2971  ELLIP H (12/22/99) 1800.29   (m)                       GP(       ) 4 2
 AI2971
 AI2971.Superseded values are not recommended for survey control.
 AI2971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2971.See file dsdata.txt to determine how the superseded data were derived.
 AI2971
 AI2971_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD5752489440(NAD 83)
 AI2971_MARKER: DD = SURVEY DISK
 AI2971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2971_STAMPING: 290+00 5953.46 1951
 AI2971_MARK LOGO: CODH  
 AI2971_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI2971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2971+STABILITY: SURFACE MOTION
 AI2971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2971+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AI2971
 AI2971  HISTORY     - Date     Condition        Report By
 AI2971  HISTORY     - 1997     MONUMENTED       NGS
 AI2971
 AI2971                          STATION DESCRIPTION
 AI2971
 AI2971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AI2971'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) SOUTHEAST OF RIO BLANCO,
 AI2971'6.5 MI (10.5 KM) NORTH-NORTHWEST OF RIFLE AND 3.2 MI (5.1 KM) WEST OF
 AI2971'RIFLE GAP, IN THE NORTHWEST 1/4 OF SECTION 15, T 5 S, R 93 W, AT STATE
 AI2971'HIGHWAY 13 MILEPOST 7.9.  OWNERSHIP--COLRADO DEPT.  OF TRANSPORTATION
 AI2971'RIGHT-OF-WAY
 AI2971'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 13 AND
 AI2971'STATE HIGHWAY 325, ABOUT 3 MI (4.8 KM) NORTH OF RIFLE, GO
 AI2971'NORTHWESTERLY ON STATE HIGHWAY 13 FOR 4.55 MI (7.32 KM) TO THE STATION
 AI2971'ON THE LEFT
 AI2971'THE MARK IS A STANDARD STATE RIGHT-OF-WAY MARKER SET INTO THE TOP OF A
 AI2971'10 CM ROUND CONCRETE POST, PROJECTING 10 CM ABOVE THE GROUND.  IT IS
 AI2971'78.5 M (257.5 FT) WEST FROM THE CENTER OF A PRIVATE DRIVEWAY SOUTH,
 AI2971'18.8 M (61.7 FT) SOUTH FROM THE CENTER LINE OF STATE HIGHWAY 13, 1.0 M
 AI2971'(3.3 FT) NORTH FROM A WITNESS POST, 0.5 M (1.6 FT) SOUTH FROM THE
 AI2971'RIGHT-OF-WAY FENCE AND ABOUT 50 CM BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9876 ***********************************************************************
 AA9876  DESIGNATION -  C13 MP95.0
 AA9876  PID         -  AA9876
 AA9876  STATE/COUNTY-  CO/MOFFAT
 AA9876  USGS QUAD   -  CRAIG (1969)
 AA9876
 AA9876                         *CURRENT SURVEY CONTROL
 AA9876  ___________________________________________________________________
 AA9876* NAD 83(1992)-  40 34 22.05545(N)    107 30 03.44124(W)     ADJUSTED  
 AA9876* NAVD 88     -      1919.0    (meters)    6296.     (feet)  GPS OBS   
 AA9876  ___________________________________________________________________
 AA9876  X           -  -1,459,410.912 (meters)                     COMP
 AA9876  Y           -  -4,628,390.811 (meters)                     COMP
 AA9876  Z           -   4,127,741.854 (meters)                     COMP
 AA9876  LAPLACE CORR-           5.91  (seconds)                    DEFLEC99
 AA9876  ELLIP HEIGHT-        1904.48  (meters)          (12/03/02) GPS OBS
 AA9876  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 AA9876
 AA9876  HORZ ORDER  -  FIRST
 AA9876  ELLP ORDER  -  FOURTH    CLASS II
 AA9876
 AA9876.The horizontal coordinates were established by GPS observations
 AA9876.and adjusted by the National Geodetic Survey in January 1996..
 AA9876
 AA9876.The orthometric height was determined by GPS observations and a
 AA9876.high-resolution geoid model.
 AA9876
 AA9876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9876
 AA9876.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9876
 AA9876.The ellipsoidal height was determined by GPS observations
 AA9876.and is referenced to NAD 83.
 AA9876
 AA9876.The geoid height was determined by GEOID03.
 AA9876
 AA9876;                    North         East     Units Scale Factor Converg.
 AA9876;SPC CO N     -   444,332.543   744,987.764   MT  0.99997261   -1 17 34.4
 AA9876;SPC CO N     - 1,457,781.02  2,444,180.69   sFT  0.99997261   -1 17 34.4
 AA9876;UTM  13      - 4,494,340.940   288,303.108   MT  1.00015167   -1 37 38.1
 AA9876
 AA9876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9876!SPC CO N     -   0.99970134  x   0.99997261  =   0.99967396
 AA9876!UTM  13      -   0.99970134  x   1.00015167  =   0.99985296
 AA9876
 AA9876                          SUPERSEDED SURVEY CONTROL
 AA9876
 AA9876  ELLIP H (01/16/96) 1904.51   (m)                       GP(       ) 1 1
 AA9876
 AA9876.Superseded values are not recommended for survey control.
 AA9876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9876.See file dsdata.txt to determine how the superseded data were derived.
 AA9876
 AA9876_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE8830394341(NAD 83)
 AA9876_MARKER: DD = SURVEY DISK
 AA9876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9876_STAMPING: 13 95.0
 AA9876_MARK LOGO: CODH  
 AA9876_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA9876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9876+STABILITY: SURFACE MOTION
 AA9876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9876+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1996
 AA9876
 AA9876  HISTORY     - Date     Condition        Report By
 AA9876  HISTORY     - 1994     MONUMENTED       CODOT
 AA9876  HISTORY     - 19960620 GOOD             CODOT
 AA9876
 AA9876                          STATION DESCRIPTION
 AA9876
 AA9876'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1994 (LJ)
 AA9876'THE STATION IS LOCATED ABOUT 35 MI (56.3 KM) SOUTH OF BAGGS, WYOMING
 AA9876'AND 5 MI (8.0 KM) NORTH OF CRAIG, COLORADO, IN THE SOUTHWEST 1/4 OF
 AA9876'SECTION 9, T 7 N, R 90 W, AT STATE HIGHWAY 13 NORTH MILEPOST 95.02.
 AA9876'OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION. TO REACH THE STATION FROM
 AA9876'THE INTERSECTION OF STATE HIGHWAY 13 NORTH AND U. S. HIGHWAY 40 IN
 AA9876'CRAIG, GO NORTH ON STATE HIGHWAY 13 NORTH FOR 5.25 MI (8.45 KM) TO THE
 AA9876'STATION ON THE LEFT. THE STATION IS AN ALUMINUM CONTROL DISK SET IN A
 AA9876'ROUND CONCRETE POST 15 CM IN DIAMETER AND PROJECTING 4 CM ABOVE THE
 AA9876'GROUND.  IT IS 46.4 M (152.2 FT) NORTHWEST OF MILEPOST 95, 35.4 M
 AA9876'(116.1 FT) SOUTH OF THE CENTER OF A ROAD WEST TO A HOUSE, 27.6 M (90.6
 AA9876'FT) NORTH OF THE CENTER OF A ROAD WEST TO A HOUSE WITH A SIGN --35477
 AA9876'NOTTINGHAM--, 14.5 M (47.6 FT) WEST OF THE CENTER LINE OF STATE
 AA9876'HIGHWAY 13 NORTH, 0.9 M (3.0 FT) EAST OF THE WESTERN RIGHT-OF-WAY
 AA9876'FENCE, 0.65 M (2.13 FT) EAST OF A WITNESS POST AND ABOUT 0.5 M (1.6
 AA9876'FT) ABOVE THE HIGHWAY.
 AA9876
 AA9876                          STATION RECOVERY (1996)
 AA9876
 AA9876'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (RSC)
 AA9876'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8590 ***********************************************************************
 AF8590  DESIGNATION -  C131 MP17.2
 AF8590  PID         -  AF8590
 AF8590  STATE/COUNTY-  CO/EAGLE
 AF8590  USGS QUAD   -  MC COY (1972)
 AF8590
 AF8590                         *CURRENT SURVEY CONTROL
 AF8590  ___________________________________________________________________
 AF8590* NAD 83(1992)-  39 53 04.02629(N)    106 41 45.75333(W)     ADJUSTED  
 AF8590* NAVD 88     -      2041.0    (meters)    6696.     (feet)  GPS OBS   
 AF8590  ___________________________________________________________________
 AF8590  X           -  -1,408,460.767 (meters)                     COMP
 AF8590  Y           -  -4,695,822.591 (meters)                     COMP
 AF8590  Z           -   4,069,449.474 (meters)                     COMP
 AF8590  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 AF8590  ELLIP HEIGHT-        2027.87  (meters)          (12/03/02) GPS OBS
 AF8590  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 AF8590
 AF8590  HORZ ORDER  -  FIRST
 AF8590  ELLP ORDER  -  FOURTH    CLASS II
 AF8590
 AF8590.The horizontal coordinates were established by GPS observations
 AF8590.and adjusted by the National Geodetic Survey in June 1998..
 AF8590
 AF8590.The orthometric height was determined by GPS observations and a
 AF8590.high-resolution geoid model.
 AF8590
 AF8590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF8590
 AF8590.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8590
 AF8590.The ellipsoidal height was determined by GPS observations
 AF8590.and is referenced to NAD 83.
 AF8590
 AF8590.The geoid height was determined by GEOID03.
 AF8590
 AF8590;                    North         East     Units Scale Factor Converg.
 AF8590;SPC CO C     -   533,174.011   812,095.146   MT  1.00002937   -0 45 15.6
 AF8590;SPC CO C     - 1,749,255.07  2,664,348.82   sFT  1.00002937   -0 45 15.6
 AF8590;UTM  13      - 4,416,309.218   354,978.779   MT  0.99985892   -1 05 15.9
 AF8590
 AF8590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8590!SPC CO C     -   0.99968197  x   1.00002937  =   0.99971133
 AF8590!UTM  13      -   0.99968197  x   0.99985892  =   0.99954093
 AF8590
 AF8590                          SUPERSEDED SURVEY CONTROL
 AF8590
 AF8590  ELLIP H (06/12/98) 2027.87   (m)                       GP(       ) 3 2
 AF8590
 AF8590.Superseded values are not recommended for survey control.
 AF8590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8590.See file dsdata.txt to determine how the superseded data were derived.
 AF8590
 AF8590_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCE5497916309(NAD 83)
 AF8590_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AF8590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8590_STAMPING: MP17.2
 AF8590_MARK LOGO: CODOT 
 AF8590_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF8590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8590+STABILITY: SURFACE MOTION
 AF8590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8590+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AF8590
 AF8590  HISTORY     - Date     Condition        Report By
 AF8590  HISTORY     - 1997     MONUMENTED       NGS
 AF8590
 AF8590                          STATION DESCRIPTION
 AF8590
 AF8590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AF8590'THE STATION IS LOCATED ABOUT 2.8 MI (4.5 KM) SOUTHEAST OF MCCOY, 2.6
 AF8590'MI (4.2 KM) SOUTH OF THE EAGLE-ROUTT COUNTY LINE AND 0.8 MI (1.3 KM)
 AF8590'NORTHWEST OF BOND, IN THE NORTHWEST 1/4 OF SECTION 16, T 2 S, R 83 W,
 AF8590'AT STATE HIGHWAY 131 MILEPOST 17.2.  OWNERSHIP--COLORADO DEPT.  OF
 AF8590'TRANSPORTATION RIGHT-OF-WAY  TO REACH THE STATION FROM THE
 AF8590'INTERSECTION STATE HIGHWAY 131 AND U. S.  HIGHWAY 6 IN WALCOTT, GO
 AF8590'NORTHERLY ON STATE HIGHWAY 131 FOR 16.95 TO THE STATION ON THE RIGHT.
 AF8590'TO REACH THE STATION FROM THE SCHOOL AT MCCOY AND STATE HIGHWAY 131,
 AF8590'GO SOUTHEAST ON STATE HIGHWAY 131 FOR 3.0 MI (4.8 KM) TO THE STATION
 AF8590'ON THE LEFT  THE MARK IS A STANDARD CODOT RIGHT-OF-WAY DISK SET IN THE
 AF8590'TOP OF A ROUND 10 CM CONCRETE POST, PROJECTING 12 CM ABOVE THE GROUND.
 AF8590'IT IS 29.2 M (95.8 FT) SOUTHEAST FROM A SIDE ROAD RIGHT GOING NORTH,
 AF8590'14.9 M (48.9 FT) NORTHEAST FROM THE CENTER LINE OF STATE HIGHWAY 131,
 AF8590'0.6 M (2.0 FT) SOUTHWEST FROM A WITNESS POST, ABOUT 1.5 M (4.9 FT)
 AF8590'ABOVE THE HIGHWAY AND ABOUT 150 M (492.1 FT) NORTHEAST OF THE RAILROAD
 AF8590'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8591 ***********************************************************************
 AF8591  DESIGNATION -  C131 MP23.5
 AF8591  PID         -  AF8591
 AF8591  STATE/COUNTY-  CO/ROUTT
 AF8591  USGS QUAD   -  BLUE HILL (1972)
 AF8591
 AF8591                         *CURRENT SURVEY CONTROL
 AF8591  ___________________________________________________________________
 AF8591* NAD 83(1992)-  39 56 53.49358(N)    106 45 18.21528(W)     ADJUSTED  
 AF8591* NAVD 88     -      2220.6    (meters)    7285.     (feet)  GPS OBS   
 AF8591  ___________________________________________________________________
 AF8591  X           -  -1,412,027.053 (meters)                     COMP
 AF8591  Y           -  -4,690,151.348 (meters)                     COMP
 AF8591  Z           -   4,074,994.795 (meters)                     COMP
 AF8591  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 AF8591  ELLIP HEIGHT-        2207.58  (meters)          (12/03/02) GPS OBS
 AF8591  GEOID HEIGHT-         -12.97  (meters)                     GEOID03
 AF8591
 AF8591  HORZ ORDER  -  FIRST
 AF8591  ELLP ORDER  -  FOURTH    CLASS II
 AF8591
 AF8591.The horizontal coordinates were established by GPS observations
 AF8591.and adjusted by the National Geodetic Survey in June 1998..
 AF8591
 AF8591.The orthometric height was determined by GPS observations and a
 AF8591.high-resolution geoid model.
 AF8591
 AF8591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF8591
 AF8591.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8591
 AF8591.The ellipsoidal height was determined by GPS observations
 AF8591.and is referenced to NAD 83.
 AF8591
 AF8591.The geoid height was determined by GEOID03.
 AF8591
 AF8591;                    North         East     Units Scale Factor Converg.
 AF8591;SPC CO N     -   373,827.254   807,153.203   MT  0.99997071   -0 48 39.4
 AF8591;SPC CO N     - 1,226,464.92  2,648,135.13   sFT  0.99997071   -0 48 39.4
 AF8591;UTM  13      - 4,423,481.816   350,071.302   MT  0.99987673   -1 07 37.6
 AF8591
 AF8591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8591!SPC CO N     -   0.99965380  x   0.99997071  =   0.99962452
 AF8591!UTM  13      -   0.99965380  x   0.99987673  =   0.99953057
 AF8591
 AF8591                          SUPERSEDED SURVEY CONTROL
 AF8591
 AF8591  ELLIP H (06/12/98) 2207.58   (m)                       GP(       ) 3 2
 AF8591
 AF8591.Superseded values are not recommended for survey control.
 AF8591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8591.See file dsdata.txt to determine how the superseded data were derived.
 AF8591
 AF8591_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCE5007123482(NAD 83)
 AF8591_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AF8591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8591_STAMPING: MP 23.6
 AF8591_MARK LOGO: CODH  
 AF8591_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF8591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8591+STABILITY: SURFACE MOTION
 AF8591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8591+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AF8591
 AF8591  HISTORY     - Date     Condition        Report By
 AF8591  HISTORY     - 1997     MONUMENTED       NGS
 AF8591
 AF8591                          STATION DESCRIPTION
 AF8591
 AF8591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AF8591'THE STATION IS LOCATED ABOUT 1.8 MI (2.9 KM) NORTH OF THE ROUTT-EAGLE
 AF8591'COUNTY LINE, 1.8 MI (2.9 KM) NORTHWEST OF MCCOY AND 1.7 MI (2.7 KM)
 AF8591'NORTH-NORTHEAST OF THE COLORADO RIVER, IN THE NORTHWEST 1/4 OF SECTION
 AF8591'25, T 1 S, R 84 W, AT STATE HIGHWAY 131 MILEPOST 23.5.
 AF8591'OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION RIGHT-OF-WAY  TO REACH
 AF8591'THE STATION FROM THE SCHOOL AT MCCOY, GO NORTH ON STATE HIGHWAY 131
 AF8591'FOR 3.3 MI (5.3 KM) TO THE STATION ON THE RIGHT  THE MARK IS A
 AF8591'STANDARD COLORADO DEPT.  OF HIGHWAYS DISK SET IN THE TOP OF A ROUND 10
 AF8591'CM CONCRETE POST, PROJECTING 4 CM ABOVE THE GROUND.  IT IS 24.7 M
 AF8591'(81.0 FT) EAST FROM THE CENTER LINE OF STATE HIGHWAY 131, 10.5 M (34.4
 AF8591'FT) EAST FROM THE TOP EDGE OF A CUT, 5.2 M (17.1 FT) SOUTHWEST FROM
 AF8591'THE BOTTOM EDGE OF A CUT, 0.5 M (1.6 FT) SOUTHWEST FROM A WITNESS
 AF8591'POST, ABOUT 2 M (6.6 FT) ABOVE THE HIGHWAY AND IN THE OLD ROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8592 ***********************************************************************
 AF8592  DESIGNATION -  C131 MP28.6
 AF8592  PID         -  AF8592
 AF8592  STATE/COUNTY-  CO/ROUTT
 AF8592  USGS QUAD   -  TOPONAS (1972)
 AF8592
 AF8592                         *CURRENT SURVEY CONTROL
 AF8592  ___________________________________________________________________
 AF8592* NAD 83(1992)-  40 00 34.20703(N)    106 47 46.37113(W)     ADJUSTED  
 AF8592* NAVD 88     -      2603.7    (meters)    8542.     (feet)  GPS OBS   
 AF8592  ___________________________________________________________________
 AF8592  X           -  -1,414,216.036 (meters)                     COMP
 AF8592  Y           -  -4,685,228.300 (meters)                     COMP
 AF8592  Z           -   4,080,459.443 (meters)                     COMP
 AF8592  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 AF8592  ELLIP HEIGHT-        2590.88  (meters)          (12/03/02) GPS OBS
 AF8592  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 AF8592
 AF8592  HORZ ORDER  -  FIRST
 AF8592  ELLP ORDER  -  FOURTH    CLASS II
 AF8592
 AF8592.The horizontal coordinates were established by GPS observations
 AF8592.and adjusted by the National Geodetic Survey in June 1998..
 AF8592
 AF8592.The orthometric height was determined by GPS observations and a
 AF8592.high-resolution geoid model.
 AF8592
 AF8592.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF8592
 AF8592.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8592
 AF8592.The ellipsoidal height was determined by GPS observations
 AF8592.and is referenced to NAD 83.
 AF8592
 AF8592.The geoid height was determined by GEOID03.
 AF8592
 AF8592;                    North         East     Units Scale Factor Converg.
 AF8592;SPC CO N     -   380,684.330   803,736.184   MT  0.99996566   -0 50 15.1
 AF8592;SPC CO N     - 1,248,961.84  2,636,924.46   sFT  0.99996566   -0 50 15.1
 AF8592;UTM  13      - 4,430,357.098   346,692.542   MT  0.99988934   -1 09 18.1
 AF8592
 AF8592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8592!SPC CO N     -   0.99959371  x   0.99996566  =   0.99955939
 AF8592!UTM  13      -   0.99959371  x   0.99988934  =   0.99948310
 AF8592
 AF8592                          SUPERSEDED SURVEY CONTROL
 AF8592
 AF8592  ELLIP H (06/12/98) 2590.88   (m)                       GP(       ) 3 2
 AF8592
 AF8592.Superseded values are not recommended for survey control.
 AF8592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8592.See file dsdata.txt to determine how the superseded data were derived.
 AF8592
 AF8592_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE4669330357(NAD 83)
 AF8592_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AF8592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8592_STAMPING: MP28.6 8537.28
 AF8592_MARK LOGO: CODH  
 AF8592_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF8592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8592+STABILITY: SURFACE MOTION
 AF8592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8592+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AF8592
 AF8592  HISTORY     - Date     Condition        Report By
 AF8592  HISTORY     - 1997     MONUMENTED       NGS
 AF8592
 AF8592                          STATION DESCRIPTION
 AF8592
 AF8592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AF8592'THE STATION IS LOCATED ABOUT 5.9 MI (9.5 KM) NORTHWEST OF OF MCCOY,
 AF8592'2.7 MI (4.3 KM) SOUTH-SOUTHEAST OF TOPONAS AND 2.5 MI (4.0 KM) SOUTH
 AF8592'OF THE INTERSECTION OF STATE HIGHWAYS 131 AND 134, IN THE SOUTHEAST
 AF8592'1/4 OF SECTION 34, T 1 N, R 84 W, AT STATE HIGHWAY 131 MILEPOST 28.6.
 AF8592'OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION RIGHT-OF-WAY  TO REACH
 AF8592'THE STATION FROM THE SCHOOL AT MCCOY, GO NORTH ON STATE HIGHWAY 131
 AF8592'FOR 8.3 MI (13.4 KM) TO THE STATION ON THE RIGHT  THE MARK IS A
 AF8592'STANDARD COLORADO DEPT.  OF HIGHWAY DISK SET IN THE TOP OF A ROUND 10
 AF8592'CM CONCRETE POST, PROJECTING 30 CM ABOVE THE GROUND. IT IS 21.5 M
 AF8592'(70.5 FT) NORTHEAST FROM THE CENTER LINE OF STATE HIGHWAY 131, O.5 M
 AF8592'NORTHEAST FROM A WITNESS POST, 0.4 M (1.3 FT) NORTHEAST FROM THE
 AF8592'RIGHT-OF-WAY FENCE AND ABOUT 3 M (9.8 FT) BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8593 ***********************************************************************
 AF8593  DESIGNATION -  C131 MP37.9
 AF8593  PID         -  AF8593
 AF8593  STATE/COUNTY-  CO/ROUTT
 AF8593  USGS QUAD   -  TOPONAS (1972)
 AF8593
 AF8593                         *CURRENT SURVEY CONTROL
 AF8593  ___________________________________________________________________
 AF8593* NAD 83(1992)-  40 05 53.50305(N)    106 52 21.60071(W)     ADJUSTED  
 AF8593* NAVD 88     -      2447.9    (meters)    8031.     (feet)  GPS OBS   
 AF8593  ___________________________________________________________________
 AF8593  X           -  -1,418,591.818 (meters)                     COMP
 AF8593  Y           -  -4,677,156.125 (meters)                     COMP
 AF8593  Z           -   4,087,900.400 (meters)                     COMP
 AF8593  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 AF8593  ELLIP HEIGHT-        2435.22  (meters)          (12/03/02) GPS OBS
 AF8593  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 AF8593
 AF8593  HORZ ORDER  -  FIRST
 AF8593  ELLP ORDER  -  FOURTH    CLASS II
 AF8593
 AF8593.The horizontal coordinates were established by GPS observations
 AF8593.and adjusted by the National Geodetic Survey in June 1998..
 AF8593
 AF8593.The orthometric height was determined by GPS observations and a
 AF8593.high-resolution geoid model.
 AF8593
 AF8593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF8593
 AF8593.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8593
 AF8593.The ellipsoidal height was determined by GPS observations
 AF8593.and is referenced to NAD 83.
 AF8593
 AF8593.The geoid height was determined by GEOID03.
 AF8593
 AF8593;                    North         East     Units Scale Factor Converg.
 AF8593;SPC CO N     -   390,629.134   797,361.900   MT  0.99996037   -0 53 12.9
 AF8593;SPC CO N     - 1,281,589.08  2,616,011.50   sFT  0.99996037   -0 53 12.9
 AF8593;UTM  13      - 4,440,336.569   340,374.025   MT  0.99991368   -1 12 23.2
 AF8593
 AF8593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8593!SPC CO N     -   0.99961812  x   0.99996037  =   0.99957850
 AF8593!UTM  13      -   0.99961812  x   0.99991368  =   0.99953183
 AF8593
 AF8593                          SUPERSEDED SURVEY CONTROL
 AF8593
 AF8593  ELLIP H (06/12/98) 2435.22   (m)                       GP(       ) 3 2
 AF8593
 AF8593.Superseded values are not recommended for survey control.
 AF8593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8593.See file dsdata.txt to determine how the superseded data were derived.
 AF8593
 AF8593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE4037440337(NAD 83)
 AF8593_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AF8593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8593_STAMPING: FAS 388E 753+35 8026.25
 AF8593_MARK LOGO: CODH  
 AF8593_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF8593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8593+STABILITY: SURFACE MOTION
 AF8593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8593+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AF8593
 AF8593  HISTORY     - Date     Condition        Report By
 AF8593  HISTORY     - 1997     MONUMENTED       NGS
 AF8593
 AF8593                          STATION DESCRIPTION
 AF8593
 AF8593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AF8593'THE STATION IS LOCATED ABOUT 4.4 MI (7.1 KM) SOUTHEAST OF YAMPA, 3.2
 AF8593'MI (5.1 KM) NORTHWEST OF TOPONAS AND 0.4 MI (0.6 KM) SOUTHEAST OF
 AF8593'TRAPPER, IN THE NORTHEAST 1/4 OF SECTION 36, T 2 N, R 85 W, AT STATE
 AF8593'HIGHWAY 131 MILEPOST 37.9.  OWNERSHIP--COLORADO DEPT.  OF
 AF8593'TRANSPORTATION RIGHT-OF-WAY  TO REACH THE STATION FROM THE
 AF8593'INTERSECTION OF ROUTT COUNTY ROAD 8, 17 AND STATE HIGHWAY 131 AT MAIN
 AF8593'STREET ON THE NORTHSIDE OF YAMPA, GO SOUTHERLY ON STATE HIGHWAY 131
 AF8593'FOR 4.65 MI (7.48 KM) TO THE STATION ON THE LEFT.  TO REACH THE
 AF8593'STATION FROM THE INTERSECTION OF ROUTT COUNTY ROAD 3 GOING EAST, ROUTT
 AF8593'COUNTY ROAD 6 GOING WEST AND STATE HIGHWAY 131, GO SOUTHERLY ON STATE
 AF8593'HIGHWAY 131 FOR 0.6 MI (1.0 KM) TO THE STATION ON THE LEFT  THE MARK
 AF8593'IS A STANDARD COLORADO DEPT.  OF HIGHWAYS RIGHT-OF-WAY DISK SET IN THE
 AF8593'TOP OF A 10 CM ROUND CONCRETE POST, PROJECTING 12 CM ABOVE THE GROUND.
 AF8593'IT IS 15.4 M (50.5 FT) EAST FROM THE CENTER LINE OF STATE HIGHWAY 131,
 AF8593'14.3 M (46.9 FT) SOUTHWEST FROM THE NEAR RAIL, 0.6 M (2.0 FT)
 AF8593'SOUTHWEST FROM A WITNESS POST, IN THE RIGHT-OF-WAY FENCE LINE AND
 AF8593'ABOUT 1.8 M (5.9 FT) BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8594 ***********************************************************************
 AF8594  DESIGNATION -  C131 MP45.7
 AF8594  PID         -  AF8594
 AF8594  STATE/COUNTY-  CO/ROUTT
 AF8594  USGS QUAD   -  YAMPA (1972)
 AF8594
 AF8594                         *CURRENT SURVEY CONTROL
 AF8594  ___________________________________________________________________
 AF8594* NAD 83(1992)-  40 12 01.55295(N)    106 55 22.38844(W)     ADJUSTED  
 AF8594* NAVD 88     -      2312.1    (meters)    7586.     (feet)  GPS OBS   
 AF8594  ___________________________________________________________________
 AF8594  X           -  -1,420,529.101 (meters)                     COMP
 AF8594  Y           -  -4,668,806.422 (meters)                     COMP
 AF8594  Z           -   4,096,493.194 (meters)                     COMP
 AF8594  LAPLACE CORR-           4.12  (seconds)                    DEFLEC99
 AF8594  ELLIP HEIGHT-        2299.43  (meters)          (12/03/02) GPS OBS
 AF8594  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 AF8594
 AF8594  HORZ ORDER  -  FIRST
 AF8594  ELLP ORDER  -  FOURTH    CLASS II
 AF8594
 AF8594.The horizontal coordinates were established by GPS observations
 AF8594.and adjusted by the National Geodetic Survey in June 1998..
 AF8594
 AF8594.The orthometric height was determined by GPS observations and a
 AF8594.high-resolution geoid model.
 AF8594
 AF8594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF8594
 AF8594.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8594
 AF8594.The ellipsoidal height was determined by GPS observations
 AF8594.and is referenced to NAD 83.
 AF8594
 AF8594.The geoid height was determined by GEOID03.
 AF8594
 AF8594;                    North         East     Units Scale Factor Converg.
 AF8594;SPC CO N     -   402,046.737   793,262.513   MT  0.99995723   -0 55 09.7
 AF8594;SPC CO N     - 1,319,048.34  2,602,562.09   sFT  0.99995723   -0 55 09.7
 AF8594;UTM  13      - 4,451,776.521   336,338.773   MT  0.99992973   -1 14 29.1
 AF8594
 AF8594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8594!SPC CO N     -   0.99963941  x   0.99995723  =   0.99959665
 AF8594!UTM  13      -   0.99963941  x   0.99992973  =   0.99956916
 AF8594
 AF8594                          SUPERSEDED SURVEY CONTROL
 AF8594
 AF8594  ELLIP H (06/12/98) 2299.43   (m)                       GP(       ) 3 2
 AF8594
 AF8594.Superseded values are not recommended for survey control.
 AF8594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8594.See file dsdata.txt to determine how the superseded data were derived.
 AF8594
 AF8594_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE3633951777(NAD 83)
 AF8594_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AF8594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8594_STAMPING: SP634CT 328+40 7581.63 C131 MP45.7
 AF8594_MARK LOGO: CODH  
 AF8594_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF8594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8594+STABILITY: SURFACE MOTION
 AF8594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8594+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AF8594
 AF8594  HISTORY     - Date     Condition        Report By
 AF8594  HISTORY     - 1997     MONUMENTED       NGS
 AF8594
 AF8594                          STATION DESCRIPTION
 AF8594
 AF8594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AF8594'THE STATION IS LOCATED ABOUT 2.9 MI (4.7 KM) NORTH-NORTHWEST OF YAMPA,
 AF8594'2.6 MI (4.2 KM) SOUTH-SOUTHEAST OF PHIPPSBURG AND ON THE EASTSIDE OF
 AF8594'THE YAMPA RIVER, IN THE SOUTHWEST 1/4 OF SECTION 27, T 3 N, R 85 W, AT
 AF8594'STATE HIGHWAY 131 MILEPOST 45.7.  OWNERSHIP--COLORADO DEPT.  OF
 AF8594'TRANSPORTATION RIGHT-OF-WAY  TO REACH THE STATION FROM THE
 AF8594'INTERSECTION OF STATE HIGHWAY 131 AND ROUTT COUNTY ROAD 27, JUST NORTH
 AF8594'OF OAK CREEK, GO SOUTH ON STATE HIGHWAY 131 FOR 6.2 MI (10.0 KM) TO
 AF8594'THE STATION ON THE RIGHT  THE MARK IS A COLORADO DEPT.  OF HIGHWAYS
 AF8594'BRASS RIGHT-OF-WAY DISK SET IN THE TOP OF A 10 CM ROUND CONCRETE POST,
 AF8594'PROJECTING 25 CM ABOVE THE GROUND.  IT IS 15.0 M (49.2 FT) SOUTHWEST
 AF8594'FROM THE CENTER LINE OF STATE HIGHWAY 131, 7.9 M (25.9 FT) NORTHWEST
 AF8594'FROM A POWER POLE, 2.6 M (8.5 FT) SOUTHEAST FROM A FENCE POST WITH
 AF8594'BRACE POLE, 1.65 M (5.41 FT) NORTHEAST FROM ANOTHER RIGHT-OF-WAY
 AF8594'MARKER STAMPED--SP634C1 328+40 7581.71--, 0.65 M (2.13 FT) SOUTHWEST
 AF8594'FROM A WITNESS POST, ABOUT THE SAME LEVEL AS THE HIGHWAY AND IN THE
 AF8594'RIGHT-OF-WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8596 ***********************************************************************
 AF8596  DESIGNATION -  C131 MP61.2
 AF8596  PID         -  AF8596
 AF8596  STATE/COUNTY-  CO/ROUTT
 AF8596  USGS QUAD   -  OAK CREEK (1969)
 AF8596
 AF8596                         *CURRENT SURVEY CONTROL
 AF8596  ___________________________________________________________________
 AF8596* NAD 83(1992)-  40 21 30.08307(N)    106 52 41.71140(W)     ADJUSTED  
 AF8596* NAVD 88     -      2136.5    (meters)    7010.     (feet)  GPS OBS   
 AF8596  ___________________________________________________________________
 AF8596  X           -  -1,413,560.033 (meters)                     COMP
 AF8596  Y           -  -4,658,930.643 (meters)                     COMP
 AF8596  Z           -   4,109,762.501 (meters)                     COMP
 AF8596  LAPLACE CORR-           5.04  (seconds)                    DEFLEC99
 AF8596  ELLIP HEIGHT-        2123.77  (meters)          (12/03/02) GPS OBS
 AF8596  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 AF8596
 AF8596  HORZ ORDER  -  FIRST
 AF8596  ELLP ORDER  -  FOURTH    CLASS II
 AF8596
 AF8596.The horizontal coordinates were established by GPS observations
 AF8596.and adjusted by the National Geodetic Survey in June 1998..
 AF8596
 AF8596.The orthometric height was determined by GPS observations and a
 AF8596.high-resolution geoid model.
 AF8596
 AF8596.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF8596
 AF8596.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8596
 AF8596.The ellipsoidal height was determined by GPS observations
 AF8596.and is referenced to NAD 83.
 AF8596
 AF8596.The geoid height was determined by GEOID03.
 AF8596
 AF8596;                    North         East     Units Scale Factor Converg.
 AF8596;SPC CO N     -   419,519.850   797,334.587   MT  0.99995860   -0 53 25.9
 AF8596;SPC CO N     - 1,376,374.71  2,615,921.89   sFT  0.99995860   -0 53 25.9
 AF8596;UTM  13      - 4,469,225.698   340,509.455   MT  0.99991313   -1 12 59.6
 AF8596
 AF8596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8596!SPC CO N     -   0.99966695  x   0.99995860  =   0.99962557
 AF8596!UTM  13      -   0.99966695  x   0.99991313  =   0.99958011
 AF8596
 AF8596                          SUPERSEDED SURVEY CONTROL
 AF8596
 AF8596  ELLIP H (06/12/98) 2123.76   (m)                       GP(       ) 3 2
 AF8596
 AF8596.Superseded values are not recommended for survey control.
 AF8596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8596.See file dsdata.txt to determine how the superseded data were derived.
 AF8596
 AF8596_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE4050969226(NAD 83)
 AF8596_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AF8596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8596_STAMPING: MP 61.2
 AF8596_MARK LOGO: CODH  
 AF8596_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF8596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8596+STABILITY: SURFACE MOTION
 AF8596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8596+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AF8596
 AF8596  HISTORY     - Date     Condition        Report By
 AF8596  HISTORY     - 1997     MONUMENTED       NGS
 AF8596
 AF8596                          STATION DESCRIPTION
 AF8596
 AF8596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AF8596'THE STATION IS LOCATED ABOUT 9 MI (14.5 KM) SOUTH-SOUTHWEST OF
 AF8596'STEAMBOAT SPRINGS AND 7.3 MI (11.7 KM) NORTHEAST OF OAK CREEK, IN THE
 AF8596'SOUTHWEST 1/4 OF SECTION 25, T 5 N, R 85 W, AT STATE HIGHWAY 131
 AF8596'MILEPOST 61.2.  OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION
 AF8596'RIGHT-OF-WAY  TO REACH THE STATION FROM THE INTERSECTION OF U.  S.
 AF8596'HIGHWAY 40 AND STATE HIGHWAY 131, SOUTH OF STEAMBOAT SPRINGS, GO
 AF8596'SOUTHERLY ON STATE HIGHWAY 131 FOR 7.35 MI (11.83 KM) TO THE STATION
 AF8596'ON THE RIGHT  THE MARK IS A STANDARD CODH RIGHT-OF-WAY MARKER SET ON
 AF8596'THE TOP OF A ROUND 10 CM CONCRETE POST, PROJECTING 20 CM ABOVE THE
 AF8596'GROUND.  IT IS 21.3 M (69.9 FT) NORTH FROM THE CENTER LINE OF STATE
 AF8596'HIGHWAY 131, 11.0 M (36.1 FT) EAST FROM THE EXTENDED CENTER OF A DIRT
 AF8596'ROAD CUT THROUGH THE ROADCUT ON THE SOUTH SIDE OF THE HIGHWAY, 0.6 M
 AF8596'(2.0 FT) SOUTH FROM A WITNESS POST, 0.6 M (2.0 FT) NORTHEAST FROM A
 AF8596'FENCE CORNER, 0.3 M (1.0 FT) NORTH FROM THE RIGHT-OF-WAY FENCE AND
 AF8596'ABOUT 60 CM BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9341 ***********************************************************************
 DG9341  DESIGNATION -  C64 MP24.8
 DG9341  PID         -  DG9341
 DG9341  STATE/COUNTY-  CO/RIO BLANCO
 DG9341  USGS QUAD   -  GILLAM DRAW (1962)
 DG9341
 DG9341                         *CURRENT SURVEY CONTROL
 DG9341  ___________________________________________________________________
 DG9341* NAD 83(1992)-  40 07 15.65015(N)    108 42 23.21452(W)     ADJUSTED  
 DG9341* NAVD 88     -      1636.9    (meters)    5370.     (feet)  GPS OBS   
 DG9341  ___________________________________________________________________
 DG9341  X           -  -1,566,811.063 (meters)                     COMP
 DG9341  Y           -  -4,627,228.962 (meters)                     COMP
 DG9341  Z           -   4,089,313.940 (meters)                     COMP
 DG9341  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 DG9341  ELLIP HEIGHT-        1620.49  (meters)          (03/21/05) GPS OBS
 DG9341  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 DG9341
 DG9341  HORZ ORDER  -  FIRST
 DG9341  ELLP ORDER  -  FOURTH    CLASS I
 DG9341
 DG9341.The horizontal coordinates were established by GPS observations
 DG9341.and adjusted by the CO DEPT OF HIGHWAYS in March 2005..
 DG9341
 DG9341.The orthometric height was determined by GPS observations and a
 DG9341.high-resolution geoid model.
 DG9341
 DG9341.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9341
 DG9341.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9341
 DG9341.The ellipsoidal height was determined by GPS observations
 DG9341.and is referenced to NAD 83.
 DG9341
 DG9341.The geoid height was determined by GEOID03.
 DG9341
 DG9341;                    North         East     Units Scale Factor Converg.
 DG9341;SPC CO N     -   397,197.808   641,145.446   MT  0.99995940   -2 04 18.5
 DG9341;SPC CO N     - 1,303,139.81  2,103,491.35   sFT  0.99995940   -2 04 18.5
 DG9341;UTM  12      - 4,443,710.193   695,439.786   MT  1.00007023   +1 28 42.4
 DG9341
 DG9341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9341!SPC CO N     -   0.99974585  x   0.99995940  =   0.99970526
 DG9341!UTM  12      -   0.99974585  x   1.00007023  =   0.99981606
 DG9341
 DG9341                          SUPERSEDED SURVEY CONTROL
 DG9341
 DG9341.No superseded survey control is available for this station.
 DG9341
 DG9341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK9544043710(NAD 83)
 DG9341_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DG9341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9341_STAMPING: S0144 4 542+50 5366.58
 DG9341_MARK LOGO: CODOT 
 DG9341_PROJECTION: PROJECTING 10 CENTIMETERS
 DG9341_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9341+STABILITY: SURFACE MOTION
 DG9341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9341+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004
 DG9341
 DG9341  HISTORY     - Date     Condition        Report By
 DG9341  HISTORY     - 1999     MONUMENTED       CODOT
 DG9341  HISTORY     - 20041106 GOOD             CODOT
 DG9341
 DG9341                          STATION DESCRIPTION
 DG9341
 DG9341'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 2004 (RM)
 DG9341'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) NORTHEAST OF RANGELY, 3.5
 DG9341'MI  (5.6 KM) NORTHEAST OF THE RANGELY AIRPORT AND 1 MI (1.6 KM) NORTH
 DG9341'FROM ADAM, IN THE NORTHWEST 1/4 OF SECTION 26, T 2 N, R 101 W, AT
 DG9341'STATE HIGHWAY 64  MILEPOST 24.8. OWNERSHIP--COLORADO DEPT. OF
 DG9341'TRANSPORTATION RIGHT-OF-WAY
 DG9341' 
 DG9341'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 64 AND
 DG9341'STATE  HIGHWAY 139 JUST EAST OF RANGELY, GO NORTHEASTERLY ON STATE
 DG9341'HIGHWAY 64 FOR 5.0 MI (8.0 KM) TO THE STATION ON THE LEFT AT A SIDE
 DG9341'ROAD LEFT GOING SOUTHWEST TO THE LAKE  THE MARK IS A CODOT
 DG9341'RIGHT-OF-WAY DISK SET INTO THE TOP OF AROUND 15 CM  CONCRETE POST
 DG9341'PROJECTING 10 CM ABOVE THE GROUND. IT IS 25.8 M (84.6 FT) NORTHEAST
 DG9341'FROM A SINGLE POWERPOLE WITH TRANSFORMER NUMBER CO5363, 23.3 M (76.4
 DG9341'FT) EAST FROM THE CENTER LINE STATE HIGHWAY 64, 13.2 M (43.3
 DG9341'FT)SOUTHEAST FROM THE CENTER OF A DIRT ROAD TO THE LAKE, 0.7 M (2.3
 DG9341'FT) SOUTHWEST FROM A WITNESS POST, 0.3 M (1.0 FT) WEST FROM A
 DG9341'RIGHT-OF-WAY FENCE AND ABOUT 2 M (6.6 FT) BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9342 ***********************************************************************
 DG9342  DESIGNATION -  C64 MP51.25
 DG9342  PID         -  DG9342
 DG9342  STATE/COUNTY-  CO/RIO BLANCO
 DG9342  USGS QUAD   -  BARCUS CREEK SE (1966)
 DG9342
 DG9342                         *CURRENT SURVEY CONTROL
 DG9342  ___________________________________________________________________
 DG9342* NAD 83(1992)-  40 07 24.01514(N)    108 18 00.14191(W)     ADJUSTED  
 DG9342* NAVD 88     -      1732.7    (meters)    5685.     (feet)  GPS OBS   
 DG9342  ___________________________________________________________________
 DG9342  X           -  -1,533,920.933 (meters)                     COMP
 DG9342  Y           -  -4,638,137.720 (meters)                     COMP
 DG9342  Z           -   4,089,572.959 (meters)                     COMP
 DG9342  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 DG9342  ELLIP HEIGHT-        1716.20  (meters)          (03/21/05) GPS OBS
 DG9342  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 DG9342
 DG9342  HORZ ORDER  -  FIRST
 DG9342  ELLP ORDER  -  FOURTH    CLASS I
 DG9342
 DG9342.The horizontal coordinates were established by GPS observations
 DG9342.and adjusted by the CO DEPT OF HIGHWAYS in March 2005..
 DG9342
 DG9342.The orthometric height was determined by GPS observations and a
 DG9342.high-resolution geoid model.
 DG9342
 DG9342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9342
 DG9342.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9342
 DG9342.The ellipsoidal height was determined by GPS observations
 DG9342.and is referenced to NAD 83.
 DG9342
 DG9342.The geoid height was determined by GEOID03.
 DG9342
 DG9342;                    North         East     Units Scale Factor Converg.
 DG9342;SPC CO N     -   396,282.640   675,775.784   MT  0.99995931   -1 48 33.1
 DG9342;SPC CO N     - 1,300,137.29  2,217,107.72   sFT  0.99995931   -1 48 33.1
 DG9342;UTM  12      - 4,444,941.362   730,067.233   MT  1.00025164   +1 44 26.6
 DG9342
 DG9342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9342!SPC CO N     -   0.99973084  x   0.99995931  =   0.99969016
 DG9342!UTM  12      -   0.99973084  x   1.00025164  =   0.99998241
 DG9342
 DG9342                          SUPERSEDED SURVEY CONTROL
 DG9342
 DG9342.No superseded survey control is available for this station.
 DG9342
 DG9342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK3006744941(NAD 83)
 DG9342_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DG9342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9342_STAMPING: SO144 1 238+00 5680
 DG9342_MARK LOGO: CODOT 
 DG9342_PROJECTION: PROJECTING 40 CENTIMETERS
 DG9342_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9342+STABILITY: SURFACE MOTION
 DG9342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9342+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2004
 DG9342
 DG9342  HISTORY     - Date     Condition        Report By
 DG9342  HISTORY     - 1999     MONUMENTED       CODOT
 DG9342  HISTORY     - 20041108 GOOD             CODOT
 DG9342
 DG9342                          STATION DESCRIPTION
 DG9342
 DG9342'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 2004 (RM)
 DG9342'THE STATION IS LOCATED ABOUT 27 MI (43.5 KM) EAST OF RANGELY, 21 MI
 DG9342'(33.8 KM) WEST NORTHWEST OF MEEKER AND 3.65 MI (5.87 KM) SOUTH OF THE
 DG9342'MOFFAT RIO BLANCO COUNTY LINE, IN THE SOUTHEAST 1/4 OF SECTION 20, T 2
 DG9342'N, R 97 W, AT STATE HIGHWAY 64 MILEPOST 51.25. OWNERSHIP  COLORADO
 DG9342'DEPT. OF TRANSPORTATION RIGHT OF WAY
 DG9342' 
 DG9342'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 64 AND
 DG9342'STATE HIGHWAY 13, SOUTHWEST OF MEEKER, GO WEST ON STATE HIGHWAY 64 FOR
 DG9342'22.0 MI (35.4 KM) TO THE STATION ON THE LEFT. IT IS 3.9 MI (6.3 KM)
 DG9342'WEST OF THE INDIAN VALLEY COMPRESSOR STATION
 DG9342' 
 DG9342'THE MARK IS A CODOT RIGHT OF WAY DISK SET INTO THE TOP OF AROUND 15 CM
 DG9342'CONCRETE POST PROJECTING 40 CM ABOVE THE GROUND. IT IS 19.3 M (63.3
 DG9342'FT) SOUTHEAST FROM A 24 INCH CORRIGATED PIPE CULVERT, 17.1 M (56.1 FT)
 DG9342'SOUTHWEST FROM THE CENTER LINE OF STATE HIGHWAY 64, 0.8 M (2.6 FT)
 DG9342'WEST FROM A WITNESS POST, 0.3 M (1.0 FT) SOUTHWEST FROM A RIGHT OF WAY
 DG9342'FENCE AND ABOUT 2 M (6.6 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9343 ***********************************************************************
 DG9343  DESIGNATION -  C64 MP55.25
 DG9343  PID         -  DG9343
 DG9343  STATE/COUNTY-  CO/RIO BLANCO
 DG9343  USGS QUAD   -  WHITE RIVER CITY (1966)
 DG9343
 DG9343                         *CURRENT SURVEY CONTROL
 DG9343  ___________________________________________________________________
 DG9343* NAD 83(1992)-  40 05 45.38124(N)    108 14 35.85629(W)     ADJUSTED  
 DG9343* NAVD 88     -      1743.4    (meters)    5720.     (feet)  GPS OBS   
 DG9343  ___________________________________________________________________
 DG9343  X           -  -1,529,942.848 (meters)                     COMP
 DG9343  Y           -  -4,641,524.371 (meters)                     COMP
 DG9343  Z           -   4,087,252.501 (meters)                     COMP
 DG9343  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 DG9343  ELLIP HEIGHT-        1726.91  (meters)          (03/21/05) GPS OBS
 DG9343  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 DG9343
 DG9343  HORZ ORDER  -  FIRST
 DG9343  ELLP ORDER  -  FOURTH    CLASS I
 DG9343
 DG9343.The horizontal coordinates were established by GPS observations
 DG9343.and adjusted by the CO DEPT OF HIGHWAYS in March 2005..
 DG9343
 DG9343.The orthometric height was determined by GPS observations and a
 DG9343.high-resolution geoid model.
 DG9343
 DG9343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9343
 DG9343.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9343
 DG9343.The ellipsoidal height was determined by GPS observations
 DG9343.and is referenced to NAD 83.
 DG9343
 DG9343.The geoid height was determined by GEOID03.
 DG9343
 DG9343;                    North         East     Units Scale Factor Converg.
 DG9343;SPC CO N     -   393,090.841   680,516.158   MT  0.99996048   -1 46 21.1
 DG9343;SPC CO N     - 1,289,665.53  2,232,660.10   sFT  0.99996048   -1 46 21.1
 DG9343;UTM  12      - 4,442,048.272   734,997.622   MT  1.00027988   +1 46 34.8
 DG9343
 DG9343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9343!SPC CO N     -   0.99972916  x   0.99996048  =   0.99968965
 DG9343!UTM  12      -   0.99972916  x   1.00027988  =   1.00000897
 DG9343
 DG9343                          SUPERSEDED SURVEY CONTROL
 DG9343
 DG9343.No superseded survey control is available for this station.
 DG9343
 DG9343_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK3499842048(NAD 83)
 DG9343_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DG9343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9343_STAMPING: S01441 372+00 5715.99
 DG9343_MARK LOGO: CODOT 
 DG9343_PROJECTION: PROJECTING 3 CENTIMETERS
 DG9343_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9343+STABILITY: SURFACE MOTION
 DG9343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9343+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 DG9343
 DG9343  HISTORY     - Date     Condition        Report By
 DG9343  HISTORY     - 1999     MONUMENTED       CODOT
 DG9343  HISTORY     - 20041109 GOOD             CODOT
 DG9343
 DG9343                          STATION DESCRIPTION
 DG9343
 DG9343'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 2004 (RM)
 DG9343'THE STATION IS LOCATED ABOUT 35 MI (56.3 KM) EAST OF RANGELY, 20 MI
 DG9343'(32.2 KM) NORTHWEST OF MEEKER AND 1 MI (1.6 KM) NORTHWEST OF WHITE
 DG9343'RIVER CITY SITE, IN THE SOUTHEAST 1/4 OF SECTION 35, T 2 N, R 97 W, AT
 DG9343'STATE HIGHWAY 64 MILEPOST 55.25. OWNERSHIP  COLORADO DEPT. OF
 DG9343'TRANSPORTATION RIGHT OF WAY
 DG9343' 
 DG9343'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 64 AND
 DG9343'STATE HIGHWAY 13, JUST SOUTHWEST OF MEEKER, GO WEST ON STATE HIGHWAY
 DG9343'64 FOR 18.1 MI (29.1 KM) TO THE INDIAN VALLEY COMPRESSOR STATION ON
 DG9343'THE RIGHT AND THE STATION ON THE LEFT SIDE OF THE HIGHWAY. IT IS ABOUT
 DG9343'IN LINE AND JUST WEST OF THE WEST END OF THE COMPRESSOR BUILDING
 DG9343' 
 DG9343'THE MARK IS A CODOT RIGHT OF WAY DISK SET INTO THE TOP OF AROUND 12 CM
 DG9343'CONCRETE POST PROJECTING 3 CM ABOVE THE GROUND. IT IS 15.5 M (50.9 FT)
 DG9343'SOUTH SOUTHEAST FROM THE CENTER OF STATE HIGHWAY 64, 0.3 M (1.0 FT)
 DG9343'NORTH NORTHWEST FROM A WITNESS POST AND RIGHT OF WAY FENCE AND ABOUT 1
 DG9343'M (3.3 FT) BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG9340 ***********************************************************************
 DG9340  DESIGNATION -  C64 MP71.85
 DG9340  PID         -  DG9340
 DG9340  STATE/COUNTY-  CO/RIO BLANCO
 DG9340  USGS QUAD   -  MEEKER (1966)
 DG9340
 DG9340                         *CURRENT SURVEY CONTROL
 DG9340  ___________________________________________________________________
 DG9340* NAD 83(1992)-  40 01 56.90138(N)    107 59 11.73779(W)     ADJUSTED  
 DG9340* NAVD 88     -      1878.2    (meters)    6162.     (feet)  GPS OBS   
 DG9340  ___________________________________________________________________
 DG9340  X           -  -1,510,565.386 (meters)                     COMP
 DG9340  Y           -  -4,652,746.211 (meters)                     COMP
 DG9340  Z           -   4,081,944.832 (meters)                     COMP
 DG9340  LAPLACE CORR-           9.31  (seconds)                    DEFLEC99
 DG9340  ELLIP HEIGHT-        1862.30  (meters)          (03/21/05) GPS OBS
 DG9340  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 DG9340
 DG9340  HORZ ORDER  -  FIRST
 DG9340  ELLP ORDER  -  FOURTH    CLASS I
 DG9340
 DG9340.The horizontal coordinates were established by GPS observations
 DG9340.and adjusted by the CO DEPT OF HIGHWAYS in March 2005..
 DG9340
 DG9340.The orthometric height was determined by GPS observations and a
 DG9340.high-resolution geoid model.
 DG9340
 DG9340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG9340
 DG9340.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG9340
 DG9340.The ellipsoidal height was determined by GPS observations
 DG9340.and is referenced to NAD 83.
 DG9340
 DG9340.The geoid height was determined by GEOID03.
 DG9340
 DG9340;                    North         East     Units Scale Factor Converg.
 DG9340;SPC CO N     -   385,401.413   702,198.049   MT  0.99996406   -1 36 24.0
 DG9340;SPC CO N     - 1,264,437.80  2,303,794.77   sFT  0.99996406   -1 36 24.0
 DG9340;UTM  13      - 4,435,635.592   245,165.913   MT  1.00039953   -1 55 19.5
 DG9340;UTM  12      - 4,435,712.726   757,122.243   MT  1.00041395   +1 56 21.7
 DG9340
 DG9340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9340!SPC CO N     -   0.99970793  x   0.99996406  =   0.99967200
 DG9340!UTM  13      -   0.99970793  x   1.00039953  =   1.00010735
 DG9340!UTM  12      -   0.99970793  x   1.00041395  =   1.00012176
 DG9340
 DG9340                          SUPERSEDED SURVEY CONTROL
 DG9340
 DG9340.No superseded survey control is available for this station.
 DG9340
 DG9340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE4516635636(NAD 83)
 DG9340_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DG9340_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DG9340_STAMPING: C64 MP71.85
 DG9340_MARK LOGO: CODOT 
 DG9340_PROJECTION: PROJECTING 15 CENTIMETERS
 DG9340_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG9340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9340+STABILITY: SURFACE MOTION
 DG9340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9340+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2004
 DG9340
 DG9340  HISTORY     - Date     Condition        Report By
 DG9340  HISTORY     - 1999     MONUMENTED       CODOT
 DG9340  HISTORY     - 20041108 GOOD             CODOT
 DG9340
 DG9340                          STATION DESCRIPTION
 DG9340
 DG9340'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 2004 (RM)
 DG9340'THE STATION IS LOCATED ABOUT 3.9 MI (6.3 KM) WEST OF MEEKER AND 0.8 MI
 DG9340'(1.3 KM) NORTH OF THE WHITE RIVER, IN THE NORTHWEST 1/4 OF SECTION 30,
 DG9340'T 1 N, R 94 W, AT STATE HIGHWAY 64 MILEPOST 71.85. OWNERSHIP--COLORADO
 DG9340'DEPT. OF TRANSPORTATION RIGHT-OF-WAY
 DG9340' 
 DG9340'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 64 AND
 DG9340'STATE HIGHWAY 13 SOUTHWEST OF MEEKER, GO WEST ON STATE HIGHWAY 64 FOR
 DG9340'1.15 MI (1.85 KM) TO A SIDE ROAD RIGHT, STRAWBERRY CANYON ROAD.
 DG9340'CONTINUE AHEAD, WEST, FOR 0.7 MI (1.1 KM) TO THE STATION ON THE LEFT,
 DG9340'NEAR A HOUSE-OWNERSHIP J AND B SCHNEIDER
 DG9340' 
 DG9340'THE MARK IS A CODOT RIGHT-OF-WAY DISK SET INTO THE TOP OF AROUND 15 CM
 DG9340'CONCRETE POST PROJECTING 15 CM ABOVE THE GROUND AND IT IS BETWEEN TWO
 DG9340'FENCES. IT IS 28.4 M (93.2 FT) EAST-SOUTHEAST FROM A DRIVEWAY TO 71818
 DG9340'HIGHWAY 64, 15.3 M (50.2 FT) SOUTHWEST FROM THE CENTER LINE OF STATE
 DG9340'HIGHWAY 64, 9.0 M (29.5 FT) WEST-NORTHWEST FROM A POWER POLE, 0.8 M
 DG9340'(2.6 FT) SOUTH FROM A WITNESS POST, 0.5 M (1.6 FT) NORTHEAST FROM A
 DG9340'PIPE FENCE PAINTED BLACK, 0.4 M (1.3 FT) SOUTHWEST FROM THE
 DG9340'RIGHT-OF-WAY FENCE AND ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0704 ***********************************************************************
 LK0704  DESIGNATION -  CA 1
 LK0704  PID         -  LK0704
 LK0704  STATE/COUNTY-  CO/MORGAN
 LK0704  USGS QUAD   -  ADENA (1984)
 LK0704
 LK0704                         *CURRENT SURVEY CONTROL
 LK0704  ___________________________________________________________________
 LK0704* NAD 83(1992)-  40 00 03.92796(N)    103 57 54.41882(W)     ADJUSTED  
 LK0704* NAVD 88     -      1470.3    (meters)    4824.     (feet)  VERTCON   
 LK0704  ___________________________________________________________________
 LK0704  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 LK0704  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 LK0704
 LK0704  HORZ ORDER  -  THIRD
 LK0704
 LK0704.The horizontal coordinates were established by classical geodetic methods
 LK0704.and adjusted by the National Geodetic Survey in January 1993..
 LK0704
 LK0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0704
 LK0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0704
 LK0704.The geoid height was determined by GEOID03.
 LK0704
 LK0704;                    North         East     Units Scale Factor Converg.
 LK0704;SPC CO N     -   380,075.883 1,045,458.415   MT  0.99996629   +0 59 30.3
 LK0704;SPC CO N     - 1,246,965.63  3,429,974.82   sFT  0.99996629   +0 59 30.3
 LK0704;UTM  13      - 4,428,391.162   588,336.797   MT  0.99969606   +0 39 55.0
 LK0704
 LK0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0704!SPC CO N     -   0.99977242  x   0.99996629  =   0.99973872
 LK0704!UTM  13      -   0.99977242  x   0.99969606  =   0.99946855
 LK0704
 LK0704:                Primary Azimuth Mark                     Grid Az
 LK0704:SPC CO N     -  PIT 1                                    064 23 26.0
 LK0704:UTM  13      -  PIT 1                                    064 43 01.3
 LK0704
 LK0704|---------------------------------------------------------------------|
 LK0704| PID    Reference Object                     Distance      Geod. Az  |
 LK0704|                                                           dddmmss.s |
 LK0704| LK0703 PIT 1                               APPROX. 1.8 KM 0652256.3 |
 LK0704|---------------------------------------------------------------------|
 LK0704
 LK0704                          SUPERSEDED SURVEY CONTROL
 LK0704
 LK0704  NAD 83(1986)-  40 00 03.91817(N)    103 57 54.41767(W) AD(       ) 3
 LK0704  NAD 27      -  40 00 03.96472(N)    103 57 52.60301(W) AD(       ) 3
 LK0704  NGVD 29 (07/19/86) 1469.5    (m)         4821.     (f) VERT ANG       
 LK0704
 LK0704.Superseded values are not recommended for survey control.
 LK0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0704.See file dsdata.txt to determine how the superseded data were derived.
 LK0704
 LK0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE8833728391(NAD 83)
 LK0704
 LK0704  HISTORY     - Date     Condition        Report By
 LK0704  HISTORY     - UNK      MONUMENTED
 LK0704  HISTORY     - 1963     GOOD             USGS
 LK0704
 LK0704                          STATION DESCRIPTION
 LK0704
 LK0704'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LK0704'STATION LOCATED AT THE NE. CORNER OF SEC. 3, T 1 S, R 59 W.
 LK0704'
 LK0704'RECOVERED AND REDESCRIBED AS FOLLOWS -- TO REACH THE STATION
 LK0704'FROM HOYT, COLORADO, GO E. 2.0 MI., TURN RIGHT (S.) 3.0 MI., TURN
 LK0704'LEFT (E.) 5.0 MI., TURN LEFT (N.) 2.0 MI. TO CATTLEGUARD AND LANE W.,
 LK0704'TURN LEFT 1.0 MI. TO STATION.
 LK0704'
 LK0704'STATION MARK--STANDARD TABLET, STAMPED ---CA-1 1948 ET 1963---, SET
 LK0704'IN TOP OF CONCRETE POST, PROJECTING 0.3 FT.
 LK0704'
 LK0704'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0525 ***********************************************************************
 HL0525  DESIGNATION -  CABIN
 HL0525  PID         -  HL0525
 HL0525  STATE/COUNTY-  CO/ARCHULETA
 HL0525  USGS QUAD   -  SERVICEBERRY MOUNTAIN (1984)
 HL0525
 HL0525                         *CURRENT SURVEY CONTROL
 HL0525  ___________________________________________________________________
 HL0525* NAD 83(1992)-  37 13 52.18257(N)    106 53 30.95901(W)     ADJUSTED  
 HL0525* NAVD 88     -      2464.1    (meters)    8084.     (feet)  VERTCON   
 HL0525  ___________________________________________________________________
 HL0525  LAPLACE CORR-          10.98  (seconds)                    DEFLEC99
 HL0525  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 HL0525
 HL0525  HORZ ORDER  -  THIRD
 HL0525
 HL0525.The horizontal coordinates were established by classical geodetic methods
 HL0525.and adjusted by the National Geodetic Survey in January 1993..
 HL0525
 HL0525.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0525
 HL0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0525
 HL0525.The geoid height was determined by GEOID03.
 HL0525
 HL0525;                    North         East     Units Scale Factor Converg.
 HL0525;SPC CO S     -   368,370.961   790,884.142   MT  1.00000039   -0 51 13.6
 HL0525;SPC CO S     - 1,208,563.73  2,594,759.06   sFT  1.00000039   -0 51 13.6
 HL0525;UTM  13      - 4,122,193.284   332,165.955   MT  0.99994700   -1 08 41.8
 HL0525
 HL0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0525!SPC CO S     -   0.99961611  x   1.00000039  =   0.99961650
 HL0525!UTM  13      -   0.99961611  x   0.99994700  =   0.99956313
 HL0525
 HL0525:                Primary Azimuth Mark                     Grid Az
 HL0525:SPC CO S     -  PERKINS                                  288 11 27.3
 HL0525:UTM  13      -  PERKINS                                  288 28 55.5
 HL0525
 HL0525|---------------------------------------------------------------------|
 HL0525| PID    Reference Object                     Distance      Geod. Az  |
 HL0525|                                                           dddmmss.s |
 HL0525| HL0527 PERKINS                             APPROX. 5.4 KM 2872013.7 |
 HL0525|---------------------------------------------------------------------|
 HL0525
 HL0525                          SUPERSEDED SURVEY CONTROL
 HL0525
 HL0525  NAD 83(1986)-  37 13 52.18139(N)    106 53 30.96267(W) AD(       ) 3
 HL0525  NAD 27      -  37 13 52.15897(N)    106 53 28.83545(W) AD(       ) 3
 HL0525  NGVD 29 (07/19/86) 2462.7    (m)         8080.     (f) VERT ANG       
 HL0525
 HL0525.Superseded values are not recommended for survey control.
 HL0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0525.See file dsdata.txt to determine how the superseded data were derived.
 HL0525
 HL0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB3216622193(NAD 83)
 HL0525_MARKER: DD = SURVEY DISK
 HL0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0525
 HL0525  HISTORY     - Date     Condition        Report By
 HL0525  HISTORY     - 1946     MONUMENTED       USGS
 HL0525  HISTORY     - 1954     GOOD             USGS
 HL0525
 HL0525                          STATION DESCRIPTION
 HL0525
 HL0525'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 HL0525'STATION IS LOCATED 7 MI. E. AND 3 MI. S. OF THE TOWN OF PAGOSA
 HL0525'SPRINGS, COLORADO, APPROXIMATELY 0.25 MI. E. OF LOW SADDLE AT
 HL0525'HEAD OF SHEEP CABIN CREEK AND RITO BLANCO DRAINAGE, IN NW. 1/4
 HL0525'SEC. 31, T 35 N, R 1 E.
 HL0525
 HL0525                          STATION RECOVERY (1954)
 HL0525
 HL0525'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (AT)
 HL0525'STATION WAS RECOVERED IN GOOD CONDITION.
 HL0525'
 HL0525'STATION MARK--STANDARD TABLET, SET IN CONCRETE POST, STAMPED
 HL0525'---CABIN 1946---.
 HL0525'
 HL0525'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0584 ***********************************************************************
 HL0584  DESIGNATION -  CABIN
 HL0584  PID         -  HL0584
 HL0584  STATE/COUNTY-  CO/MINERAL
 HL0584  USGS QUAD   -  WORKMAN CREEK (1964)
 HL0584
 HL0584                         *CURRENT SURVEY CONTROL
 HL0584  ___________________________________________________________________
 HL0584* NAD 83(1992)-  37 43 25.75922(N)    107 03 54.85138(W)     ADJUSTED  
 HL0584* NAVD 88     -      2722.5    (meters)    8932.     (feet)  VERTCON   
 HL0584  ___________________________________________________________________
 HL0584  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 HL0584  GEOID HEIGHT-         -15.45  (meters)                     GEOID03
 HL0584
 HL0584  HORZ ORDER  -  SECOND
 HL0584
 HL0584.The horizontal coordinates were established by classical geodetic methods
 HL0584.and adjusted by the National Geodetic Survey in January 1993..
 HL0584
 HL0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0584
 HL0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0584
 HL0584.The geoid height was determined by GEOID03.
 HL0584
 HL0584;                    North         East     Units Scale Factor Converg.
 HL0584;SPC CO S     -   423,283.632   776,423.015   MT  0.99994724   -0 57 36.3
 HL0584;SPC CO S     - 1,388,723.05  2,547,314.51   sFT  0.99994724   -0 57 36.3
 HL0584;UTM  13      - 4,177,180.779   317,989.862   MT  1.00000805   -1 15 50.3
 HL0584
 HL0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0584!SPC CO S     -   0.99957540  x   0.99994724  =   0.99952266
 HL0584!UTM  13      -   0.99957540  x   1.00000805  =   0.99958344
 HL0584
 HL0584:                Primary Azimuth Mark                     Grid Az
 HL0584:SPC CO S     -  CABIN AZ MK                              048 58 13.5
 HL0584:UTM  13      -  CABIN AZ MK                              049 16 27.5
 HL0584
 HL0584|---------------------------------------------------------------------|
 HL0584| PID    Reference Object                     Distance      Geod. Az  |
 HL0584|                                                           dddmmss.s |
 HL0584| CM6182 CABIN AZ MK                                        0480037.2 |
 HL0584| CM6183 CABIN RM 1                            9.110 METERS 09908     |
 HL0584| CM6184 CABIN RM 2                            6.450 METERS 23723     |
 HL0584|---------------------------------------------------------------------|
 HL0584
 HL0584                          SUPERSEDED SURVEY CONTROL
 HL0584
 HL0584  NAD 83(1986)-  37 43 25.75602(N)    107 03 54.85392(W) AD(       ) 2
 HL0584  NAD 27      -  37 43 25.75280(N)    107 03 52.67930(W) AD(       ) 2
 HL0584  NGVD 29 (07/19/86) 2720.8    (m)         8926.     (f) VERT ANG       
 HL0584
 HL0584.Superseded values are not recommended for survey control.
 HL0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0584.See file dsdata.txt to determine how the superseded data were derived.
 HL0584
 HL0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB1799077181(NAD 83)
 HL0584_MARKER: DS = TRIANGULATION STATION DISK
 HL0584_SETTING: 80 = SET IN A BOULDER
 HL0584_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HL0584
 HL0584  HISTORY     - Date     Condition        Report By
 HL0584  HISTORY     - 1958     MONUMENTED       CGS
 HL0584
 HL0584                          STATION DESCRIPTION
 HL0584
 HL0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 HL0584'STATION IS LOCATED NEAR THE SOUTH EDGE OF A LARGE GRASSY FIELD
 HL0584'USED FOR PASTURE LAND, ON A SMALL KNOLL ABOUT 5 FEET HIGHER
 HL0584'THAN THE LEVEL OF THE FIELD, NEAR THE BASE OF A MOUNTAIN.  ABOUT
 HL0584'24 MILES SOUTHEAST OF LAKE CITY AND 10-1/2 MILES SOUTHWEST OF
 HL0584'CREEDE, ON LAND OWNED BY A MR. WRIGHT.
 HL0584'
 HL0584'REACHED FROM THE POST OFFICE IN CREEDE BY GOING SOUTH AND
 HL0584'SOUTHWEST ON STATE HIGHWAY 149 FOR 6.9 MILES TO A CONCRETE BRIDGE
 HL0584'OVER THE RIO GRANDE RIVER, CONTINUE SOUTH AND SOUTHWEST 5.5 MILES
 HL0584'TO A SIDE ROAD LEFT AND TWO LARGE ROCKS ON THE RIGHT, TURN LEFT,
 HL0584'SOUTHWEST, FOR 0.25 MILE TO A BOARD GATE, PASS THROUGH GATE
 HL0584'AND CONTINUE SOUTHWEST 0.3 MILE TO A BRIDGE, CROSS BRIDGE TO
 HL0584'A FORK IMMEDIATELY AFTER CROSSING BRIDGE, TURN RIGHT, WESTERLY,
 HL0584'FOR 0.1 MILE TO A BOARD GATE, PASS THROUGH GATE AND CONTINUE
 HL0584'WESTERLY FOR 1.2 MILES TO AN OLD CABIN, FROM HERE GO
 HL0584'WEST-NORTHWEST ACROSS FIELD FOR 0.1 MILE TO THE SMALL KNOLL
 HL0584'AND STATION.  TO REACH THE AZIMUTH FROM THE STATION GO
 HL0584'NORTHEAST ACROSS THE FIELD FOR 0.25 MILE TO A LONE BOULDER
 HL0584'AND AZIMUTH MARK.
 HL0584'
 HL0584'STATION MARK IS A STANDARD DISK, STAMPED CABIN 1958, CEMENTED
 HL0584'IN A DRILL HOLE IN A 1 X 1 FOOT BOULDER PROJECTING 4 INCHES.
 HL0584'
 HL0584'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CABIN NO 1 1958,
 HL0584'CEMENTED IN A DRILL HOLE IN A 1 FOOT BY 8 INCH BOULDER PROJECTING
 HL0584'10 INCHES.
 HL0584'
 HL0584'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CABIN NO 2 1958,
 HL0584'CEMENTED IN A DRILL HOLE IN A 3 X 2-1/2 BOULDER PROJECTING 11
 HL0584'INCHES.
 HL0584'
 HL0584'AZIMUTH MARK IS A STANDARD DISK, STAMPED CABIN 1958, CEMENTED
 HL0584'IN A DRILL HOLE IN A 3 X 2 FOOT BOULDER PROJECTING 8 INCHES.  A
 HL0584'4 IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0677 ***********************************************************************
 JL0677  DESIGNATION -  CABIN
 JL0677  PID         -  JL0677
 JL0677  STATE/COUNTY-  CO/SAGUACHE
 JL0677  USGS QUAD   -  HICKEY BRIDGE (1967)
 JL0677
 JL0677                         *CURRENT SURVEY CONTROL
 JL0677  ___________________________________________________________________
 JL0677* NAD 83(1992)-  38 00 51.54218(N)    106 02 49.78362(W)     ADJUSTED  
 JL0677* NAVD 88     -      2314.7    (meters)    7594.     (feet)  VERTCON   
 JL0677  ___________________________________________________________________
 JL0677  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 JL0677  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 JL0677
 JL0677  HORZ ORDER  -  FIRST
 JL0677
 JL0677.The horizontal coordinates were established by classical geodetic methods
 JL0677.and adjusted by the National Geodetic Survey in January 1993..
 JL0677
 JL0677.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0677
 JL0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0677
 JL0677.The geoid height was determined by GEOID03.
 JL0677
 JL0677;                    North         East     Units Scale Factor Converg.
 JL0677;SPC CO S     -   454,509.809   866,355.240   MT  0.99995033   -0 20 08.2
 JL0677;SPC CO S     - 1,491,170.93  2,842,367.15   sFT  0.99995033   -0 20 08.2
 JL0677;UTM  13      - 4,207,920.905   408,078.593   MT  0.99970407   -0 38 41.8
 JL0677
 JL0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0677!SPC CO S     -   0.99963937  x   0.99995033  =   0.99958972
 JL0677!UTM  13      -   0.99963937  x   0.99970407  =   0.99934355
 JL0677
 JL0677|---------------------------------------------------------------------|
 JL0677| PID    Reference Object                     Distance      Geod. Az  |
 JL0677|                                                           dddmmss.s |
 JL0677| CM6180 CABIN RM 1                           19.935 METERS 02904     |
 JL0677| CM6181 CABIN RM 2                           24.335 METERS 08506     |
 JL0677| CM6179 CABIN AZ MK                                        2725955.2 |
 JL0677|---------------------------------------------------------------------|
 JL0677
 JL0677                          SUPERSEDED SURVEY CONTROL
 JL0677
 JL0677  NAD 83(1986)-  38 00 51.53935(N)    106 02 49.79650(W) AD(       ) 1
 JL0677  NAD 27      -  38 00 51.54000(N)    106 02 47.73000(W) AD(       ) 1
 JL0677  NGVD 29 (07/19/86) 2313.4    (m)         7590.     (f) VERT ANG       
 JL0677
 JL0677.Superseded values are not recommended for survey control.
 JL0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0677.See file dsdata.txt to determine how the superseded data were derived.
 JL0677
 JL0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC0807907921(NAD 83)
 JL0677_MARKER: DS = TRIANGULATION STATION DISK
 JL0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JL0677
 JL0677  HISTORY     - Date     Condition        Report By
 JL0677  HISTORY     - 1935     MONUMENTED       CGS
 JL0677  HISTORY     - 1936     GOOD             USGS
 JL0677  HISTORY     - 1967     GOOD             USGS
 JL0677
 JL0677                          STATION DESCRIPTION
 JL0677
 JL0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 JL0677'STATION IS 4.5 MILES E AND 5.5 MILES S OF SAGUACHE, COLORADO,
 JL0677'IN THE NW 1/4 OF SEC. 1, T 43 N, R 8 E.  IT IS ON FLAT GROUND
 JL0677'1/4 MILE ENE OF A DESERTED LOG CABIN SET IN A GROVE OF TREES,
 JL0677'1/4 MILE W OF A LONE BUSH, 8 FEET S OF THE S RIGHT-OF-WAY FENCE
 JL0677'OF A SECTION LINE ROAD, 46 FEET S OF THE CENTER LINE OF THE TRACK
 JL0677'ROAD AND MARK PROJECTS 10 INCHES.
 JL0677'
 JL0677'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JL0677'BRONZE DISKS SET IN CONCRETE.
 JL0677'
 JL0677'REFERENCE MARK NO. 1 IS NNE OF THE STATION, 1 FOOT S OF THE N
 JL0677'RIGHT-OF-WAY FENCE AND PROJECTS 10 INCHES.
 JL0677'
 JL0677'REFERENCE MARK NO. 2 IS E OF THE STATION, 1 FOOT S OF THE S
 JL0677'RIGHT-OF-WAY FENCE AND PROJECTS 10 INCHES.
 JL0677'
 JL0677'AZIMUTH MARK IS W OF THE STATION NEAR THE INTERSECTION OF SECTION
 JL0677'LINE ROADS, IS 30 FEET N OF THE CENTER LINE OF THE E-W GRADED
 JL0677'ROAD, 55 FEET NW OF THE INTERSECTION OF THE ROADS, 42 FEET
 JL0677'W OF THE CENTER LINE OF THE N-S ROAD, 6 FEET W OF THE SE CORNER
 JL0677'POST AND PROJECTS 8 INCHES.
 JL0677'
 JL0677'TO REACH FROM JUNCTION OF STATE HIGHWAY 15 AND STATE HIGHWAY
 JL0677'114 IN SAGUACHE, DRIVE S ON HIGHWAY 15 FOR 6.6 MILES.  AT A
 JL0677'GRADED CROSSROADS KNOWN AS SWEDE CORNERS, LEAVE HIGHWAY 15,
 JL0677'TURN LEFT, AND DRIVE E ON GRADED ROAD 5.0 MILES.  HERE AT A GRADED
 JL0677'T-INTERSECTION, (STEM N) TURN LEFT AND DRIVE N 1.3 MILES.  FROM
 JL0677'CROSS ROAD, GRADED TO W, TURN RIGHT AND DRIVE E ON A PLAIN
 JL0677'SECTION LINE ROAD 0.2 MILE TO STATION.
 JL0677'
 JL0677'A 2-FOOT TARGET IS NECESSARY TO AZ MARK VISIBLE FROM THE
 JL0677'GROUND AT STATION.
 JL0677
 JL0677                          STATION RECOVERY (1936)
 JL0677
 JL0677'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1936
 JL0677'NO TEXT.
 JL0677
 JL0677                          STATION RECOVERY (1967)
 JL0677
 JL0677'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (JHM)
 JL0677'TO REACH FROM JUNCTION OF U.S. 285 AND STATE HIGHWAY 114 IN
 JL0677'SAGUACHE, DRIVE S. ON U.S. 285 FOR 6.6 MILES.  AT A GRADED
 JL0677'CROSSROADS KNOWN AS SWEDE CORNERS, LEAVE U.S. 285, TURN LEFT,
 JL0677'AND DRIVE E ON GRADED ROAD 5.0 MILES.  HERE AT A GRADED
 JL0677'T-INTERSECTION, (STEM N) TURN LEFT AND DRIVE N 1.3 MILES.
 JL0677'FROM CROSS ROAD, 0.2 MILE E. TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0760 ***********************************************************************
 JL0760  DESIGNATION -  CABIN
 JL0760  PID         -  JL0760
 JL0760  STATE/COUNTY-  CO/GUNNISON
 JL0760  USGS QUAD   -  X LAZY F RANCH (1957)
 JL0760
 JL0760                         *CURRENT SURVEY CONTROL
 JL0760  ___________________________________________________________________
 JL0760* NAD 83(1992)-  38 36 01.81131(N)    107 23 13.82305(W)     ADJUSTED  
 JL0760* NAVD 88     -      3246.0    (meters)   10650.     (feet)  VERTCON   
 JL0760  ___________________________________________________________________
 JL0760  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 JL0760  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 JL0760
 JL0760  HORZ ORDER  -  THIRD
 JL0760
 JL0760.The horizontal coordinates were established by classical geodetic methods
 JL0760.and adjusted by the National Geodetic Survey in January 1993..
 JL0760
 JL0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0760
 JL0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0760
 JL0760.The geoid height was determined by GEOID03.
 JL0760
 JL0760;                    North         East     Units Scale Factor Converg.
 JL0760;SPC CO C     -   391,669.530   750,023.635   MT  0.99997382   -1 11 24.8
 JL0760;SPC CO C     - 1,285,002.45  2,460,702.54   sFT  0.99997382   -1 11 24.8
 JL0760;UTM  13      - 4,275,148.165   292,119.688   MT  1.00013219   -1 29 23.5
 JL0760
 JL0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0760!SPC CO C     -   0.99949325  x   0.99997382  =   0.99946708
 JL0760!UTM  13      -   0.99949325  x   1.00013219  =   0.99962537
 JL0760
 JL0760:                Primary Azimuth Mark                     Grid Az
 JL0760:SPC CO C     -  OREGON                                   151 55 37.1
 JL0760:UTM  13      -  OREGON                                   152 13 35.8
 JL0760
 JL0760|---------------------------------------------------------------------|
 JL0760| PID    Reference Object                     Distance      Geod. Az  |
 JL0760|                                                           dddmmss.s |
 JL0760| JL0759 OREGON                              APPROX. 5.6 KM 1504412.3 |
 JL0760|---------------------------------------------------------------------|
 JL0760
 JL0760                          SUPERSEDED SURVEY CONTROL
 JL0760
 JL0760  NAD 83(1986)-  38 36 01.80899(N)    107 23 13.83384(W) AD(       ) 3
 JL0760  NAD 27      -  38 36 01.83251(N)    107 23 11.60654(W) AD(       ) 3
 JL0760  NGVD 29 (07/19/86) 3244.2    (m)        10644.     (f) VERT ANG       
 JL0760
 JL0760.Superseded values are not recommended for survey control.
 JL0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0760.See file dsdata.txt to determine how the superseded data were derived.
 JL0760
 JL0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC9212075148(NAD 83)
 JL0760_MARKER: DD = SURVEY DISK
 JL0760_SETTING: 66 = SET IN ROCK OUTCROP
 JL0760_SP_SET: SET IN ROCK OUTCROP
 JL0760_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0760+STABILITY: POSITION/ELEVATION WELL
 JL0760
 JL0760  HISTORY     - Date     Condition        Report By
 JL0760  HISTORY     - 1950     MONUMENTED       USGS
 JL0760
 JL0760                          STATION DESCRIPTION
 JL0760
 JL0760'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JL0760'STATION LOCATED ABOUT 10.MI. NW. OF SAPINERO, ON TOP AT E. EDGE OF
 JL0760'BLACK MESA, ABOUT 1.0 MI. W. OF CURECANTI CREEK, N. SIDE OF SCATTERED
 JL0760'
 JL0760'TO REACH FROM SAPINERO FROM JCT. OF U.S.HWY.50 GO W. ON
 JL0760'STATE HWY. 92 (BLACK MESA ROAD) 9.1 MI. TO ROAD FORK, TURN RIGHT AND
 JL0760'TAKE ROAD UP CURECANTI CREEK 1.2 MI. TO ROAD FORK, TAKE RIGHT FORK AND
 JL0760'CONTINUE N. 1.4 MI. TO ROAD FORK AFTER CROSSING BRIDGE, TAKE LEFT FORK
 JL0760'AND GO UP DRAW 2.8 MI. TO ROAD FORK, TAKE LEFT FORK AND GO 1.2 MI. TO
 JL0760'SAWMILL,TURN RIGHT AT N. EDGE OF CAMP AND GO N. 0.3 MI. TO FORK, THEN
 JL0760'TAKE LEFT FORK AND GO 1.7 MI.TO ROAD FORK, TAKE RIGHT FORK AND GO 0.5
 JL0760'MI., THENCE TURN RIGHT ACROSS COUNTRY AND GO 0.1 MI. TO CLEARING AND
 JL0760'STATION.
 JL0760'
 JL0760'STATION MARK- STANDARD TABLET STAMPED --- C- CABIN 1950 --- SET IN A
 JL0760'BURIED ROCK.
 JL0760'
 JL0760'REFERENCE MARKS- NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1976 ***********************************************************************
 KK1976  DESIGNATION -  CABIN TP
 KK1976  PID         -  KK1976
 KK1976  STATE/COUNTY-  CO/JEFFERSON
 KK1976  USGS QUAD   -  PINE (1994)
 KK1976
 KK1976                         *CURRENT SURVEY CONTROL
 KK1976  ___________________________________________________________________
 KK1976* NAD 83(1992)-  39 29 08.72312(N)    105 18 30.71937(W)     ADJUSTED  
 KK1976* NAVD 88     -      2743.1    (meters)    9000.     (feet)  VERTCON   
 KK1976  ___________________________________________________________________
 KK1976  LAPLACE CORR-         -12.87  (seconds)                    DEFLEC99
 KK1976  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 KK1976
 KK1976  HORZ ORDER  -  THIRD
 KK1976
 KK1976.The horizontal coordinates were established by classical geodetic methods
 KK1976.and adjusted by the National Geodetic Survey in January 1993..
 KK1976
 KK1976.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1976
 KK1976.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1976
 KK1976.The geoid height was determined by GEOID03.
 KK1976
 KK1976;                    North         East     Units Scale Factor Converg.
 KK1976;SPC CO C     -   488,251.766   930,873.210   MT  0.99995840   +0 07 14.7
 KK1976;SPC CO C     - 1,601,872.67  3,054,039.86   sFT  0.99995840   +0 07 14.7
 KK1976;UTM  13      - 4,370,729.176   473,467.185   MT  0.99960867   -0 11 46.3
 KK1976
 KK1976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1976!SPC CO C     -   0.99957205  x   0.99995840  =   0.99953047
 KK1976!UTM  13      -   0.99957205  x   0.99960867  =   0.99918089
 KK1976
 KK1976:                Primary Azimuth Mark                     Grid Az
 KK1976:SPC CO C     -  PICNIC ET                                153 12 20.0
 KK1976:UTM  13      -  PICNIC ET                                153 31 21.0
 KK1976
 KK1976|---------------------------------------------------------------------|
 KK1976| PID    Reference Object                     Distance      Geod. Az  |
 KK1976|                                                           dddmmss.s |
 KK1976| KK1946 PICNIC ET                           APPROX.12.7 KM 1531934.7 |
 KK1976|---------------------------------------------------------------------|
 KK1976
 KK1976                          SUPERSEDED SURVEY CONTROL
 KK1976
 KK1976  NAD 83(1986)-  39 29 08.72021(N)    105 18 30.72260(W) AD(       ) 3
 KK1976  NAD 27      -  39 29 08.75207(N)    105 18 28.75181(W) AD(       ) 3
 KK1976  NGVD 29 (07/19/86) 2741.9    (m)         8996.     (f) VERT ANG       
 KK1976
 KK1976.Superseded values are not recommended for survey control.
 KK1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1976.See file dsdata.txt to determine how the superseded data were derived.
 KK1976
 KK1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7346770729(NAD 83)
 KK1976_MARKER: W = UNMONUMENTED
 KK1976_SETTING: 0 = UNSPECIFIED SETTING
 KK1976
 KK1976  HISTORY     - Date     Condition        Report By
 KK1976  HISTORY     - 1955     MONUMENTED       USGS
 KK1976
 KK1976                          STATION DESCRIPTION
 KK1976
 KK1976'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 KK1976'TURNING POINT, NEEDS NO DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0836 ***********************************************************************
 JJ0836  DESIGNATION -  CACTUS VIEW
 JJ0836  PID         -  JJ0836
 JJ0836  STATE/COUNTY-  CO/PROWERS
 JJ0836  USGS QUAD   -  WILEY (1955)
 JJ0836
 JJ0836                         *CURRENT SURVEY CONTROL
 JJ0836  ___________________________________________________________________
 JJ0836* NAD 83(1992)-  38 10 22.27742(N)    102 40 52.34000(W)     ADJUSTED  
 JJ0836* NAVD 88     -      1183.     (meters)    3881.     (feet)  SCALED    
 JJ0836  ___________________________________________________________________
 JJ0836  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 JJ0836  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 JJ0836
 JJ0836  HORZ ORDER  -  SECOND
 JJ0836
 JJ0836.The horizontal coordinates were established by classical geodetic methods
 JJ0836.and adjusted by the National Geodetic Survey in January 1993..
 JJ0836
 JJ0836.The orthometric height was scaled from a topographic map.
 JJ0836
 JJ0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0836
 JJ0836.The geoid height was determined by GEOID03.
 JJ0836
 JJ0836;                    North         East     Units Scale Factor Converg.
 JJ0836;SPC CO S     -   475,692.075 1,161,354.556   MT  0.99996282   +1 43 44.4
 JJ0836;SPC CO S     - 1,560,666.42  3,810,210.74   sFT  0.99996282   +1 43 44.4
 JJ0836;UTM  13      - 4,227,534.916   703,118.391   MT  1.00010814   +1 26 00.9
 JJ0836
 JJ0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0836!SPC CO S     -   0.99981810  x   0.99996282  =   0.99978093
 JJ0836!UTM  13      -   0.99981810  x   1.00010814  =   0.99992622
 JJ0836
 JJ0836|---------------------------------------------------------------------|
 JJ0836| PID    Reference Object                     Distance      Geod. Az  |
 JJ0836|                                                           dddmmss.s |
 JJ0836| CM8565 CACTUS VIEW RM 1                     22.533 METERS 07643     |
 JJ0836| AC6363 CACTUS VIEW AZ MK                   APPROX. 1.0 KM 0903927.2 |
 JJ0836| CM8566 CACTUS VIEW RM 2                     19.320 METERS 19116     |
 JJ0836|---------------------------------------------------------------------|
 JJ0836
 JJ0836                          SUPERSEDED SURVEY CONTROL
 JJ0836
 JJ0836  NAD 83(1986)-  38 10 22.27311(N)    102 40 52.33423(W) AD(       ) 2
 JJ0836  NAD 27      -  38 10 22.24024(N)    102 40 50.63292(W) AD(       ) 2
 JJ0836
 JJ0836.Superseded values are not recommended for survey control.
 JJ0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0836.See file dsdata.txt to determine how the superseded data were derived.
 JJ0836
 JJ0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC0311827535(NAD 83)
 JJ0836_MARKER: DS = TRIANGULATION STATION DISK
 JJ0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0836
 JJ0836  HISTORY     - Date     Condition        Report By
 JJ0836  HISTORY     - 1954     MONUMENTED       CGS
 JJ0836
 JJ0836                          STATION DESCRIPTION
 JJ0836
 JJ0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0836'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF THE SCHOOLYARD
 JJ0836'AT THE NOW ABANDONED CACTUS VIEW SCHOOL.  IT IS ABOUT 2 MILES
 JJ0836'AIRLINE NORTHEAST OF WILEY, 6.5 MILES AIRLINE NORTH-NORTHWEST
 JJ0836'OF LAMAR, AND 4 MILES AIRLINE EAST-SOUTHEAST OF BIG BEND.
 JJ0836'
 JJ0836'TO REACH FROM THE U.S. POST OFFICE IN WILEY, GO NORTH 1 BLOCK.
 JJ0836'TURN LEFT AND GO WEST 0.2 MILE TO U.S. HIGHWAY 287.  TURN RIGHT
 JJ0836'ON U.S. HIGHWAY 287 AND GO NORTH 1.3 MILES TO A T-ROAD ON THE
 JJ0836'RIGHT.  GO EAST ON THE T-ROAD 2.4 MILES TO CACTUS VIEW SCHOOL
 JJ0836'ON THE NORTH SIDE OF THE ROAD AND THE STATION IN THE NORTHWEST
 JJ0836'CORNER OF THE SCHOOLYARD.
 JJ0836'
 JJ0836'THE STATION MARK IS A STANDARD DISK STAMPED CACTUS VIEW 1954,
 JJ0836'SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT
 JJ0836'PROJECTS 3 INCHES.  IT IS 71 FEET NORTHWEST OF THE NORTHWEST
 JJ0836'CORNER OF THE SCHOOL HOUSE, 23.7 FEET SOUTHEAST OF THE FENCE
 JJ0836'CORNER, AND 15 FEET NORTHEAST OF A WITNESS POST.
 JJ0836'
 JJ0836'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CACTUS
 JJ0836'VIEW NO 1 1954, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE
 JJ0836'MONUMENT THAT PROJECTS 2 INCHES.  IT IS 69 FEET NORTH-NORTHEAST
 JJ0836'OF THE NORTHWEST CORNER OF THE SCHOOLHOUSE, 1 FOOT SOUTH OF THE
 JJ0836'FENCE LINE, AND AT THE SAME ELEVATION AS THE STATION.
 JJ0836'
 JJ0836'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CACTUS
 JJ0836'VIEW NO 2 1954, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE
 JJ0836'MONUMENT THAT PROJECTS 4 INCHES.  IT IS 76 FEET WEST-SOUTHWEST
 JJ0836'OF THE NORTHWEST CORNER OF THE SCHOOLHOUSE, 57 FEET SOUTH OF
 JJ0836'THE WITNESS POST, 1 FOOT EAST OF THE FENCE LINE, AND AT THE
 JJ0836'SAME ELEVATION AS THE STATION.
 JJ0836'
 JJ0836'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CACTUS VIEW 1954,
 JJ0836'SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT
 JJ0836'PROJECTS 4 INCHES.  IT IS LOCATED AT THE EAST EDGE OF A FIELD,
 JJ0836'162 FEET NORTH OF A FENCE CORNER, 27 FEET WEST OF THE CENTER
 JJ0836'LINE OF A GRADED ROAD, AND 1 FOOT EAST OF A FENCE LINE.  TO
 JJ0836'REACH FROM THE STATION, GO EAST ON GRADED ROAD 0.6 MILE TO A
 JJ0836'CROSS ROAD.  TURN LEFT AND GO NORTH 70 YARDS TO THE AZIMUTH
 JJ0836'MARK WEST OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC6363 ***********************************************************************
 AC6363  DESIGNATION -  CACTUS VIEW AZ MK
 AC6363  PID         -  AC6363
 AC6363  STATE/COUNTY-  CO/PROWERS
 AC6363  USGS QUAD   -  WILEY (1955)
 AC6363
 AC6363                         *CURRENT SURVEY CONTROL
 AC6363  ___________________________________________________________________
 AC6363* NAD 83(1992)-  38 10 21.88609(N)    102 40 09.38890(W)     ADJUSTED  
 AC6363* NAVD 88     -      1163.4    (meters)    3817.     (feet)  GPS OBS   
 AC6363  ___________________________________________________________________
 AC6363  X           -  -1,101,330.173 (meters)                     COMP
 AC6363  Y           -  -4,899,236.028 (meters)                     COMP
 AC6363  Z           -   3,921,240.565 (meters)                     COMP
 AC6363  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 AC6363  ELLIP HEIGHT-        1140.24  (meters)          (12/03/02) GPS OBS
 AC6363  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 AC6363
 AC6363  HORZ ORDER  -  FIRST
 AC6363  ELLP ORDER  -  FOURTH    CLASS II
 AC6363
 AC6363.The horizontal coordinates were established by GPS observations
 AC6363.and adjusted by the National Geodetic Survey in April 1997..
 AC6363
 AC6363.The orthometric height was determined by GPS observations and a
 AC6363.high-resolution geoid model.
 AC6363
 AC6363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC6363
 AC6363.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC6363
 AC6363.The ellipsoidal height was determined by GPS observations
 AC6363.and is referenced to NAD 83.
 AC6363
 AC6363.The geoid height was determined by GEOID03.
 AC6363
 AC6363;                    North         East     Units Scale Factor Converg.
 AC6363;SPC CO S     -   475,711.624 1,162,399.857   MT  0.99996281   +1 44 10.7
 AC6363;SPC CO S     - 1,560,730.55  3,813,640.20   sFT  0.99996281   +1 44 10.7
 AC6363;UTM  13      - 4,227,549.078   704,163.933   MT  1.00011338   +1 26 27.5
 AC6363
 AC6363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC6363!SPC CO S     -   0.99982112  x   0.99996281  =   0.99978393
 AC6363!UTM  13      -   0.99982112  x   1.00011338  =   0.99993448
 AC6363
 AC6363                          SUPERSEDED SURVEY CONTROL
 AC6363
 AC6363  ELLIP H (04/04/97) 1140.20   (m)                       GP(       ) 4 1
 AC6363
 AC6363.Superseded values are not recommended for survey control.
 AC6363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC6363.See file dsdata.txt to determine how the superseded data were derived.
 AC6363
 AC6363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC0416427549(NAD 83)
 AC6363_MARKER: DD = SURVEY DISK
 AC6363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC6363_STAMPING: CACTUS VIEW 1954
 AC6363_MARK LOGO: CGS   
 AC6363_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC6363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6363+STABILITY: SURFACE MOTION
 AC6363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6363+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1996
 AC6363
 AC6363  HISTORY     - Date     Condition        Report By
 AC6363  HISTORY     - 1954     MONUMENTED       CGS
 AC6363  HISTORY     - 19960325 GOOD             CODOT
 AC6363
 AC6363                          STATION DESCRIPTION
 AC6363
 AC6363'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (JRZ)
 AC6363'RECOVERED AS DESCRIBED.  TO REACH FROM THE POST OFFICE IN WILEY, GO
 AC6363'NORTH 1 BLOCK, TURN LEFT, AND GO WEST 0.2 MILETO US HIGHWAY 287. TURN
 AC6363'RIGHT ON US HIGHWAY 287 AND GO NORTH 1.3 MILESTO A T-ROAD ON THE
 AC6363'RIGHT.  GO EAST ON THE T-ROAD 2.4 MILESTO CACTUS VIEW SCHOOL ON THE
 AC6363'NORTH SIDE OF THE ROAD.  CONTINUE EAST ON A GRADED ROAD 0.6 MILE TO A
 AC6363'CROSS ROAD.  TURN LEFT AND GO NORTH 70 YARDS TO THE AZIMUTH MARK. THE
 AC6363'MARK IS SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT
 AC6363'PROJECTS4 INCHES.  IT IS LOCATED 162 FEETNORTH OF A FENCE CORNER , 27
 AC6363'FEETWEST OF THE CENTER OF THE GRADED ROAD, AND 1 FOOTEAST OF A FENCE
 AC6363'LINE AT THE EAST EDGE OF A FIELD.  THE STATION WAS RECOVERED IN GOOD
 AC6363'CONDITION IN MARCH 1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0360 ***********************************************************************
 HJ0360  DESIGNATION -  CADD
 HJ0360  PID         -  HJ0360
 HJ0360  STATE/COUNTY-  CO/BENT
 HJ0360  USGS QUAD   -  HIGH ROCK (1968)
 HJ0360
 HJ0360                         *CURRENT SURVEY CONTROL
 HJ0360  ___________________________________________________________________
 HJ0360* NAD 83(1992)-  37 54 18.36642(N)    102 58 02.69568(W)     ADJUSTED  
 HJ0360* NAVD 88     -      1290.     (meters)    4232.     (feet)  SCALED    
 HJ0360  ___________________________________________________________________
 HJ0360  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 HJ0360  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 HJ0360
 HJ0360  HORZ ORDER  -  SECOND
 HJ0360
 HJ0360.The horizontal coordinates were established by classical geodetic methods
 HJ0360.and adjusted by the National Geodetic Survey in January 1993..
 HJ0360
 HJ0360.The orthometric height was scaled from a topographic map.
 HJ0360
 HJ0360.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0360
 HJ0360.The geoid height was determined by GEOID03.
 HJ0360
 HJ0360;                    North         East     Units Scale Factor Converg.
 HJ0360;SPC CO S     -   445,266.298 1,137,092.028   MT  0.99994616   +1 33 12.4
 HJ0360;SPC CO S     - 1,460,844.51  3,730,609.43   sFT  0.99994616   +1 33 12.4
 HJ0360;UTM  13      - 4,197,233.686   678,694.490   MT  0.99999330   +1 14 56.6
 HJ0360
 HJ0360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0360!SPC CO S     -   0.99980122  x   0.99994616  =   0.99974739
 HJ0360!UTM  13      -   0.99980122  x   0.99999330  =   0.99979452
 HJ0360
 HJ0360:                Primary Azimuth Mark                     Grid Az
 HJ0360:SPC CO S     -  CADD AZ MK                               181 35 33.8
 HJ0360:UTM  13      -  CADD AZ MK                               181 53 49.6
 HJ0360
 HJ0360|---------------------------------------------------------------------|
 HJ0360| PID    Reference Object                     Distance      Geod. Az  |
 HJ0360|                                                           dddmmss.s |
 HJ0360| CM8567 CADD AZ MK                                         1830846.2 |
 HJ0360| CM8568 CADD RM 1                            12.304 METERS 20432     |
 HJ0360| CM8569 CADD RM 2                            11.183 METERS 33850     |
 HJ0360|---------------------------------------------------------------------|
 HJ0360
 HJ0360                          SUPERSEDED SURVEY CONTROL
 HJ0360
 HJ0360  NAD 83(1986)-  37 54 18.35770(N)    102 58 02.68515(W) AD(       ) 2
 HJ0360  NAD 27      -  37 54 18.32877(N)    102 58 00.96110(W) AD(       ) 2
 HJ0360
 HJ0360.Superseded values are not recommended for survey control.
 HJ0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0360.See file dsdata.txt to determine how the superseded data were derived.
 HJ0360
 HJ0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB7869497234(NAD 83)
 HJ0360_MARKER: DS = TRIANGULATION STATION DISK
 HJ0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0360_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HJ0360
 HJ0360  HISTORY     - Date     Condition        Report By
 HJ0360  HISTORY     - 1954     MONUMENTED       CGS
 HJ0360
 HJ0360                          STATION DESCRIPTION
 HJ0360
 HJ0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 HJ0360'STATION IS LOCATED, AIRLINE, ABOUT 40 MILES NORTH NORTHWEST
 HJ0360'OF SPRINGFIELD, 17-1/2 MILES SOUTHEAST OF LAS ANIMAS, 22
 HJ0360'MILES WEST SOUTHWEST OF LAMAR, AND ON THE HIGHEST POINT OF
 HJ0360'A RIDGE BETWEEN CADDOA CREEK AND ANTELOPE CREEK.
 HJ0360'
 HJ0360'STATION IS REACHED AS FOLLOWS--FROM THE MAIN INTERSECTION IN
 HJ0360'HASTY, GO SOUTH ON STATE HIGHWAY 266, CROSSING THE CADDOA
 HJ0360'DAM ENROUTE, FOR 6.1 MILES TO THE CADDOA RAILROAD STATION.
 HJ0360'CONTINUE SOUTH FOR 2.7 MILES TO A FORK.  TURN RIGHT, WEST,
 HJ0360'AND GO 0.5 MILE.  TURN LEFT, SOUTH, AND GO 7.0 MILES.
 HJ0360'CONTINUE SOUTH, MAKING SOUTHWEST ANGLE JOG CROSSING CATTLE
 HJ0360'GUARD, AND GO 1.1 MILES TO A WIRE GATE ON THE LEFT, EAST,
 HJ0360'AT A FENCE INTERSECTION.  TURN LEFT AND GO EAST ALONG THE
 HJ0360'SOUTH SIDE OF THE FENCE FOR 0.6 MILE TO THE AZIMUTH MARK AT
 HJ0360'THE FENCE CORNER.  TURN LEFT, NORTH, AND FOLLOW THE FENCE
 HJ0360'LINE FOR 0.6 MILE TO THE STATION ON THE HIGHEST POINT OF
 HJ0360'THE RISE.
 HJ0360'
 HJ0360'STATION MARK, STAMPED CADD 1954, IS A STANDARD DISK SET IN
 HJ0360'THE TOP OF A ROUND CONCRETE POST 12 INCHES IN DIAMETER AND
 HJ0360'PROJECTING 4 INCHES.  IT IS 15.0 FEET EAST OF THE FENCE LINE AND
 HJ0360'18.0 FEET EAST NORTHEAST OF A WITNESS POST.
 HJ0360'
 HJ0360'REFERENCE MARK NUMBER 1, STAMPED CADD NO 1 1954, IS A STANDARD
 HJ0360'DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN
 HJ0360'DIAMETER, PROJECTING 8 INCHES AND AT THE SAME ELEVATION AS
 HJ0360'THE STATION.  IT IS 1.5 FEET EAST OF A POST IN THE FENCE LINE.
 HJ0360'
 HJ0360'REFERENCE MARK NUMBER 2, STAMPED CADD NO 2 1954, IS A STANDARD
 HJ0360'DISK SET IN THE TOP OF A ROUND CONCRETE POST 12 INCHES IN
 HJ0360'DIAMETER, PROJECTING 1 INCH AND AT THE SAME ELEVATION AS THE
 HJ0360'STATION.  IT IS 12 INCHES EAST OF A POST IN THE FENCE LINE.
 HJ0360'
 HJ0360'AZIMUTH MARK, STAMPED CADD 1954, IS A STANDARD DISK SET IN
 HJ0360'THE TOP OF A ROUND CONCRETE POST 12 IN DIAMETER AND PROJECTING
 HJ0360'2 INCHES.  IT IS 2.0 FEET SOUTHEAST OF A FENCE CORNER.
 HJ0360'
 HJ0360'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0848 ***********************************************************************
 JJ0848  DESIGNATION -  CADDOA
 JJ0848  PID         -  JJ0848
 JJ0848  STATE/COUNTY-  CO/BENT
 JJ0848  USGS QUAD   -  HASTY (1979)
 JJ0848
 JJ0848                         *CURRENT SURVEY CONTROL
 JJ0848  ___________________________________________________________________
 JJ0848* NAD 83(1992)-  38 01 25.94417(N)    102 59 10.30619(W)     ADJUSTED  
 JJ0848* NAVD 88     -      1221.9    (meters)    4009.     (feet)  VERTCON   
 JJ0848  ___________________________________________________________________
 JJ0848  LAPLACE CORR-          -2.15  (seconds)                    DEFLEC99
 JJ0848  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 JJ0848
 JJ0848  HORZ ORDER  -  SECOND
 JJ0848
 JJ0848.The horizontal coordinates were established by classical geodetic methods
 JJ0848.and adjusted by the National Geodetic Survey in January 1993..
 JJ0848
 JJ0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0848
 JJ0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0848
 JJ0848.The geoid height was determined by GEOID03.
 JJ0848
 JJ0848;                    North         East     Units Scale Factor Converg.
 JJ0848;SPC CO S     -   458,399.383 1,135,086.324   MT  0.99995086   +1 32 30.9
 JJ0848;SPC CO S     - 1,503,931.98  3,724,029.05   sFT  0.99995086   +1 32 30.9
 JJ0848;UTM  13      - 4,210,377.723   676,758.127   MT  0.99998481   +1 14 26.9
 JJ0848
 JJ0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0848!SPC CO S     -   0.99981187  x   0.99995086  =   0.99976273
 JJ0848!UTM  13      -   0.99981187  x   0.99998481  =   0.99979668
 JJ0848
 JJ0848:                Primary Azimuth Mark                     Grid Az
 JJ0848:SPC CO S     -  LAKEVIEW SCHOOL N WATER TANK             018 08 22.3
 JJ0848:UTM  13      -  LAKEVIEW SCHOOL N WATER TANK             018 26 26.3
 JJ0848
 JJ0848|---------------------------------------------------------------------|
 JJ0848| PID    Reference Object                     Distance      Geod. Az  |
 JJ0848|                                                           dddmmss.s |
 JJ0848| JJ0852 LAKEVIEW SCHOOL N WATER TANK        APPROX. 7.5 KM 0194053.2 |
 JJ0848| JJ0851 LAKEVIEW SCHOOL S WATER TANK        APPROX. 7.5 KM 0194131.3 |
 JJ0848| CM8570 CADDOA AZ MK                                       1701402.2 |
 JJ0848| CM8571 CADDOA RM 1                          32.918 METERS 26904     |
 JJ0848| CM8572 CADDOA RM 2                          27.917 METERS 35925     |
 JJ0848|---------------------------------------------------------------------|
 JJ0848
 JJ0848                          SUPERSEDED SURVEY CONTROL
 JJ0848
 JJ0848  NAD 83(1986)-  38 01 25.93537(N)    102 59 10.29808(W) AD(       ) 2
 JJ0848  NAD 27      -  38 01 25.90777(N)    102 59 08.57200(W) AD(       ) 2
 JJ0848  NGVD 29 (07/19/86) 1221.3    (m)         4007.     (f) VERT ANG       
 JJ0848
 JJ0848.Superseded values are not recommended for survey control.
 JJ0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0848.See file dsdata.txt to determine how the superseded data were derived.
 JJ0848
 JJ0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC7675810378(NAD 83)
 JJ0848_MARKER: DB = BENCH MARK DISK
 JJ0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0848
 JJ0848  HISTORY     - Date     Condition        Report By
 JJ0848  HISTORY     - 1950     MONUMENTED       USGS
 JJ0848  HISTORY     - 1954     GOOD             USGS
 JJ0848  HISTORY     - 1954     GOOD             NGS
 JJ0848
 JJ0848                          STATION DESCRIPTION
 JJ0848
 JJ0848'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (WRH)
 JJ0848'THE STATION IS LOCATED ON THE TOP OF A SANDY, YUCCA COVERED
 JJ0848'HILL, ABOUT 4 MILES AIRLINE SOUTH-SOUTHWEST OF THE JOHN MARTIN
 JJ0848'DAM, ABOUT 13 MILES AIRLINE EAST-SOUTHEAST OF LAS ANIMAS,
 JJ0848'ABOUT 24 MILES AIRLINE WEST-SOUTHWEST OF LAMAR, AND ABOUT
 JJ0848'6 MILES AIRLINE SOUTH OF HASTY.
 JJ0848'
 JJ0848'TO REACH THE STATION FROM THE POST OFFICE IN HASTY GO SOUTH ON
 JJ0848'A PAVED ROAD 3.4 MILES TO THE JOHN MARTIN DAM.  CROSS OVER
 JJ0848'THE DAM AND GO SOUTH AND SOUTHWEST 1.4 MILES TO A FORK.  TAKE
 JJ0848'THE RIGHT FORK AND GO WEST 1.2 MILES TO A RAILROAD TRACK
 JJ0848'AT THE CADDOA SIDING.  CROSS THE TRACK AND GO SOUTH 1.4 MILES
 JJ0848'TO A FORK.  TURN RIGHT AND GO WEST 1.5 MILES TO A JOG IN THE
 JJ0848'ROAD AND A GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE
 JJ0848'GATE, AND GO NORTH 0.8 MILE TO A FARMHOUSE.  GO THROUGH A
 JJ0848'CORRAL ON THE NORTH SIDE OF THE FARMHOUSE AND GO EAST CROSS
 JJ0848'COUNTRY 0.5 MILE TO THE TOP OF A HILL AND THE STATION.
 JJ0848'
 JJ0848'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 JJ0848'STAMPED CADDOA 4007 VABM 1950 SET IN THE TOP OF AN 8-INCH
 JJ0848'SQUARE CONCRETE POST THAT PROJECTS 8 INCHES ABOVE THE
 JJ0848'GROUND.  IT IS 10 FEET SOUTHEAST OF A WITNESS POST.
 JJ0848'
 JJ0848'REFERENCE MARK NUMBER 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 JJ0848'MARK DISK STAMPED CADDOA NO 1 1950 SET IN THE TOP OF AN
 JJ0848'8-INCH SQUARE CONCRETE POST THAT PROJECTS 8 INCHES ABOVE THE
 JJ0848'GROUND.  IT IS 1 FOOT EAST OF A WITNESS POST AND THE SAME
 JJ0848'ELEVATION AS THE STATION.
 JJ0848'
 JJ0848'REFERENCE MARK NUMBER 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE
 JJ0848'MARK DISK STAMPED CADDOA NO 2 1950 SET IN THE TOP OF AN
 JJ0848'8-INCH SQUARE CONCRETE POST THAT PROJECTS 5 INCHES ABOVE THE
 JJ0848'GROUND.  IT IS 1 FOOT SOUTH OF A WITNESS POST AND THE SAME
 JJ0848'ELEVATION AS THE STATION.
 JJ0848'
 JJ0848'THE AZIMUTH MARK IS A U.S. COAST AND GEODETIC SURVEY AZIMUTH
 JJ0848'MARK DISK STAMPED CADDOS USGS 1954 SET IN THE TOP OF A 10-INCH
 JJ0848'SQUARE CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE GROUND.
 JJ0848'IT IS 2 FEET NORTH OF A FENCE LINE AND 39 FEET EAST OF A
 JJ0848'FENCE CORNER.  TO REACH THE AZIMUTH MARK FROM THE STATION GO
 JJ0848'SOUTH ACROSS A SANDY FIELD 0.3 MILE TO A FENCE CORNER AND
 JJ0848'THE AZIMUTH MARK.
 JJ0848
 JJ0848                          STATION RECOVERY (1954)
 JJ0848
 JJ0848'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JJ0848'STATION MARK--STANDARD USGS TABLET SET IN TOP OF 6 X 6 IN. CONCRETE
 JJ0848'POST PROJECTING 2 IN. ABOVE GROUND, STAMPED ---CADDOA 1950 4007---.
 JJ0848'
 JJ0848'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0854 ***********************************************************************
 JJ0854  DESIGNATION -  CADDOA DAM S TOWER
 JJ0854  PID         -  JJ0854
 JJ0854  STATE/COUNTY-  CO/BENT
 JJ0854  USGS QUAD   -  HASTY (1979)
 JJ0854
 JJ0854                         *CURRENT SURVEY CONTROL
 JJ0854  ___________________________________________________________________
 JJ0854* NAD 83(1992)-  38 03 55.91876(N)    102 56 10.12135(W)     ADJUSTED  
 JJ0854* NAVD 88     -      1184.     (meters)    3885.     (feet)  VERTCON   
 JJ0854  ___________________________________________________________________
 JJ0854  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 JJ0854  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 JJ0854
 JJ0854  HORZ ORDER  -  THIRD
 JJ0854
 JJ0854.The horizontal coordinates were established by classical geodetic methods
 JJ0854.and adjusted by the National Geodetic Survey in January 1993..
 JJ0854
 JJ0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0854
 JJ0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0854
 JJ0854.The geoid height was determined by GEOID03.
 JJ0854
 JJ0854;                    North         East     Units Scale Factor Converg.
 JJ0854;SPC CO S     -   463,140.950 1,139,352.296   MT  0.99995353   +1 34 21.4
 JJ0854;SPC CO S     - 1,519,488.27  3,738,024.99   sFT  0.99995353   +1 34 21.4
 JJ0854;UTM  13      - 4,215,097.054   681,049.084   MT  1.00000372   +1 16 22.2
 JJ0854
 JJ0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0854!SPC CO S     -   0.99981789  x   0.99995353  =   0.99977143
 JJ0854!UTM  13      -   0.99981789  x   1.00000372  =   0.99982161
 JJ0854
 JJ0854                          SUPERSEDED SURVEY CONTROL
 JJ0854
 JJ0854  NAD 83(1986)-  38 03 55.91096(N)    102 56 10.11382(W) AD(       ) 4
 JJ0854  NAD 27      -  38 03 55.89818(N)    102 56 08.37002(W) AD(       ) 3
 JJ0854  NGVD 29 (07/19/86) 1183.     (m)         3881.     (f) VERT ANG       
 JJ0854
 JJ0854.Superseded values are not recommended for survey control.
 JJ0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0854.See file dsdata.txt to determine how the superseded data were derived.
 JJ0854
 JJ0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC8104915097(NAD 83)
 JJ0854
 JJ0854  HISTORY     - Date     Condition        Report By
 JJ0854  HISTORY     - UNK      MONUMENTED
 JJ0854  HISTORY     - 1950     GOOD             USGS
 JJ0854
 JJ0854                          STATION DESCRIPTION
 JJ0854
 JJ0854'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JJ0854'SOUTHERN TOWER OF THE TWO TOWERS LOCATED ON CADDOA DAM.
 JJ0854'
 JJ0854'STATION MARK--CENTER OF TOWER WAS INTERSECTED.
 JJ0854'
 JJ0854'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8010 ***********************************************************************
 AB8010  SACS        -  This is a Secondary Airport Control Station.
 AB8010  DESIGNATION -  CAG A
 AB8010  PID         -  AB8010
 AB8010  STATE/COUNTY-  CO/MOFFAT
 AB8010  USGS QUAD   -  CASTOR GULCH (1966)
 AB8010
 AB8010                         *CURRENT SURVEY CONTROL
 AB8010  ___________________________________________________________________
 AB8010* NAD 83(1992)-  40 29 44.72947(N)    107 30 43.52116(W)     ADJUSTED  
 AB8010* NAVD 88     -      1888.06   (meters)    6194.4    (feet)  GPS OBS   
 AB8010  ___________________________________________________________________
 AB8010  X           -  -1,461,976.559 (meters)                     COMP
 AB8010  Y           -  -4,633,388.141 (meters)                     COMP
 AB8010  Z           -   4,121,218.386 (meters)                     COMP
 AB8010  LAPLACE CORR-           6.11  (seconds)                    DEFLEC99
 AB8010  ELLIP HEIGHT-        1873.57  (meters)          (10/21/02) GPS OBS
 AB8010  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 AB8010
 AB8010  HORZ ORDER  -  FIRST
 AB8010  ELLP ORDER  -  FIFTH     CLASS I
 AB8010
 AB8010.This mark is at Craig-Moffat Airport (CAG)
 AB8010
 AB8010.The horizontal coordinates were established by GPS observations
 AB8010.and adjusted by the National Geodetic Survey in June 2000..
 AB8010
 AB8010.The orthometric height was determined by GPS observations and a
 AB8010.high-resolution geoid model.
 AB8010
 AB8010.GPS derived orthometric heights for airport stations designated as
 AB8010.PACS or SACS are published to 2 decimal places.  This maintains
 AB8010.centimeter relative accuracy between the PACS and SACS.  It does
 AB8010.not indicate centimeter accuracy relative to other marks which are
 AB8010.part of the NAVD 88 network.
 AB8010
 AB8010.Photographs are available for this station.
 AB8010
 AB8010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8010
 AB8010.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8010
 AB8010.The ellipsoidal height was determined by GPS observations
 AB8010.and is referenced to NAD 83.
 AB8010
 AB8010.The geoid height was determined by GEOID03.
 AB8010
 AB8010;                    North         East     Units Scale Factor Converg.
 AB8010;SPC CO N     -   435,801.993   743,851.225   MT  0.99996597   -1 18 00.3
 AB8010;SPC CO N     - 1,429,793.71  2,440,451.89   sFT  0.99996597   -1 18 00.3
 AB8010;UTM  13      - 4,485,815.560   287,116.771   MT  1.00015788   -1 37 55.0
 AB8010
 AB8010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8010!SPC CO N     -   0.99970618  x   0.99996597  =   0.99967216
 AB8010!UTM  13      -   0.99970618  x   1.00015788  =   0.99986401
 AB8010
 AB8010                          SUPERSEDED SURVEY CONTROL
 AB8010
 AB8010  ELLIP H (06/30/00) 1873.59   (m)                       GP(       ) 1 1
 AB8010
 AB8010.Superseded values are not recommended for survey control.
 AB8010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8010.See file dsdata.txt to determine how the superseded data were derived.
 AB8010
 AB8010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE8711785816(NAD 83)
 AB8010_MARKER: DD = SURVEY DISK
 AB8010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8010_STAMPING: CAG A 1989
 AB8010_MARK LOGO: NOS   
 AB8010_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8010+STABILITY: SURFACE MOTION
 AB8010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8010+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1999
 AB8010
 AB8010  HISTORY     - Date     Condition        Report By
 AB8010  HISTORY     - 1989     MONUMENTED       NOS
 AB8010  HISTORY     - 19990518 GOOD             MSAM
 AB8010
 AB8010                          STATION DESCRIPTION
 AB8010
 AB8010'DESCRIBED BY NATIONAL OCEAN SERVICE 1989 (GFS)
 AB8010'THE STATION IS LOCATED AT THE CRAIG-MOFFAT AIRPORTNEAR RUNWAY END 25.
 AB8010'IT IS 254.2 FT (77.5 M) SOUTHEAST OF THE FIRST RUNWAY LIGHT ON THE
 AB8010'SOUTH SIDE OF THE RUNWAY, 186.1 FT (56.7 M) SOUTHWEST OF THE
 AB8010'CENTERLINE END OF THE RUNWAY, 127.7 FT (38.9 M) SOUTH OF THE
 AB8010'CENTERLINE OF THE RUNWAY AND 78.2 FT (23.8 M) WEST OF THE INSIDE EDGE
 AB8010'OF THE TAXIWAY LEADING TO THE RUNWAY END.  THE STATION IS A STANDARD
 AB8010'NOS DISK STAMPED CAG A 1989 SET IN THE TOP OF A CONCRETE MONUMENT AND
 AB8010'IS 6-INCHS BELOW THE SURFACE.
 AB8010
 AB8010                          STATION RECOVERY (1999)
 AB8010
 AB8010'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AB8010'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC.  1999 (KCH) THE
 AB8010'STATION IS LOCATED ABOUT 2 MI (3.2 KM) SOUTHEAST OF CRAIG, AT THE
 AB8010'CRAIG-MOFFAT COUNTY AIRPORT.  IT IS AT THE EAST END OF RUNWAY 7-25,
 AB8010'SOUTH OF RUNWAY 7-25 AND NORTH OF STATE HIGHWAY 394, IN THE NORTHEAST
 AB8010'QUARTER OF SECTION 8, T 6 N, R 90 W.  THE AIRPORT IS NOT CONTROLLED.
 AB8010'CONTACT THE AIRPORT MANAGER MR.  MARK PLEASANT TELEPHONE 970-824-6335.
 AB8010'OWNERSHIP--CITY OF CRAIG AND MOFFAT COUNTY
 AB8010'TO REACH THE STATION FROM THE JUNCTION OF U.  S.  HIGHWAY 40 WEST,
 AB8010'STATE HIGHWAY 13 WEST, AND STATE HIGHWAY 394 SOUTH, IN CRAIG, GO SOUTH
 AB8010'ON HIGHWAY 394 FOR 1.00 MI (1.61 KM) TO THE BRIDGE OVER THE YAMPA
 AB8010'RIVER.  CONTINUE AHEAD, SOUTH, ON HIGHWAY 394 FOR 0.35 MI (0.56 KM) TO
 AB8010'A ROAD LEFT.  TURN LEFT, EAST, ON HIGHWAY 394 FOR 1.65 MI (2.66 KM) TO
 AB8010'THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, NORTH, INTO THE PARKING
 AB8010'LOT.  TURN RIGHT, EAST, FOR 0.05 MI (0.08 KM) TO THE NORTHEAST CORNER
 AB8010'OF THE PARKING LOT AND A LOCKED GATE.  PASS THROUGH THE GATE, GO
 AB8010'NORTH, ACROSS THE RAMP AND TAXIWAY FOR 0.1 MI (0.2 KM) TO RUNWAY 7-25.
 AB8010'TURN RIGHT, EAST, ON RUNWAY 7-25 FOR 0.4 MI (0.6 KM) TO A TAXIWAY ON
 AB8010'THE RIGHT.  TURN RIGHT, SOUTH, FOR 30 M (98.4 FT) TO THE STATION ON
 AB8010'THE LEFT
 AB8010'THE MARK IS A NOS BRASS DISK SET IN A 10 CM ROUND CONCRETE POST,
 AB8010'RECESSED 18 CM BELOW THE GROUND.  IT IS 39 M (128.0 FT)
 AB8010'SOUTH-SOUTHEAST OF THE CENTER OF RUNWAY 7-25, 23.8 M (78.1 FT) WEST OF
 AB8010'THE INSIDE EDGE OF THE TAXIWAY AND 23.5 M (77.1 FT) SOUTH OF THE
 AB8010'INSIDE EDGE OF THE TAXIWAY.  THIS STATION IS DESIGNATED AS A SECONDARY
 AB8010'AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5899 ***********************************************************************
 AI5899  PACS        -  This is a Primary Airport Control Station.
 AI5899  DESIGNATION -  CAG B
 AI5899  PID         -  AI5899
 AI5899  STATE/COUNTY-  CO/MOFFAT
 AI5899  USGS QUAD   -  CASTOR GULCH (1966)
 AI5899
 AI5899                         *CURRENT SURVEY CONTROL
 AI5899  ___________________________________________________________________
 AI5899* NAD 83(1992)-  40 29 36.08615(N)    107 31 28.86594(W)     ADJUSTED  
 AI5899* NAVD 88     -      1885.59   (meters)    6186.3    (feet)  GPS OBS   
 AI5899  ___________________________________________________________________
 AI5899  X           -  -1,463,046.690 (meters)                     COMP
 AI5899  Y           -  -4,633,229.954 (meters)                     COMP
 AI5899  Z           -   4,121,013.949 (meters)                     COMP
 AI5899  LAPLACE CORR-           5.92  (seconds)                    DEFLEC99
 AI5899  ELLIP HEIGHT-        1871.06  (meters)          (10/21/02) GPS OBS
 AI5899  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 AI5899
 AI5899  HORZ ORDER  -  B
 AI5899  ELLP ORDER  -  FIFTH     CLASS I
 AI5899
 AI5899.This mark is at Craig-Moffat Airport (CAG)
 AI5899
 AI5899.The horizontal coordinates were established by GPS observations
 AI5899.and adjusted by the National Geodetic Survey in June 2000..
 AI5899
 AI5899.The orthometric height was determined by GPS observations and a
 AI5899.high-resolution geoid model.
 AI5899
 AI5899.GPS derived orthometric heights for airport stations designated as
 AI5899.PACS or SACS are published to 2 decimal places.  This maintains
 AI5899.centimeter relative accuracy between the PACS and SACS.  It does
 AI5899.not indicate centimeter accuracy relative to other marks which are
 AI5899.part of the NAVD 88 network.
 AI5899
 AI5899.Photographs are available for this station.
 AI5899
 AI5899.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5899
 AI5899.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5899
 AI5899.The ellipsoidal height was determined by GPS observations
 AI5899.and is referenced to NAD 83.
 AI5899
 AI5899.The geoid height was determined by GEOID03.
 AI5899
 AI5899;                    North         East     Units Scale Factor Converg.
 AI5899;SPC CO N     -   435,559.765   742,777.669   MT  0.99996579   -1 18 29.6
 AI5899;SPC CO N     - 1,428,999.00  2,436,929.74   sFT  0.99996579   -1 18 29.6
 AI5899;UTM  13      - 4,485,579.508   286,041.621   MT  1.00016353   -1 38 24.2
 AI5899
 AI5899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5899!SPC CO N     -   0.99970657  x   0.99996579  =   0.99967237
 AI5899!UTM  13      -   0.99970657  x   1.00016353  =   0.99987006
 AI5899
 AI5899                          SUPERSEDED SURVEY CONTROL
 AI5899
 AI5899  ELLIP H (06/30/00) 1871.08   (m)                       GP(       ) 1 1
 AI5899
 AI5899.Superseded values are not recommended for survey control.
 AI5899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5899.See file dsdata.txt to determine how the superseded data were derived.
 AI5899
 AI5899_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE8604285580(NAD 83)
 AI5899_MARKER: I = METAL ROD
 AI5899_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI5899_STAMPING: CAG B 1999
 AI5899_MARK LOGO: NGS   
 AI5899_PROJECTION: FLUSH
 AI5899_MAGNETIC: I = MARKER IS A STEEL ROD
 AI5899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5899+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5899_ROD/PIPE-DEPTH: 4.7  meters
 AI5899_SLEEVE-DEPTH  : 0.9 meters
 AI5899
 AI5899  HISTORY     - Date     Condition        Report By
 AI5899  HISTORY     - 1999     MONUMENTED       MSAM
 AI5899
 AI5899                          STATION DESCRIPTION
 AI5899
 AI5899'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AI5899'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC.  1999 (KCH) THE
 AI5899'STATION IS LOCATED ABOUT 2 MI (3.2 KM) SOUTHEAST OF CRAIG, AT THE
 AI5899'CRAIG-MOFFAT COUNTY AIRPORT.  IT IS NEAR THE CENTER OF THE AIRPORT,
 AI5899'SOUTH OF RUNWAY 7-25, NORTH OF STATE HIGHWAY 394 AND WEST OF THE RAMP
 AI5899'AREA, IN THE NORTHWEST QUARTER OF SECTION 8, T 6 N, R 90 W.  THE
 AI5899'AIRPORT IS NOT CONTROLLED.  CONTACT THE AIRPORT MANAGER MR.  MARK
 AI5899'PLEASANT TELEPHONE 970-824-6335.  OWNERSHIP--CITY OF CRAIG AND MOFFAT
 AI5899'COUNTY
 AI5899'TO REACH THE STATION FROM THE JUNCTION OF U.  S.  HIGHWAY 40 WEST,
 AI5899'STATE HIGHWAY 13 WEST, AND STATE HIGHWAY 394 SOUTH, IN CRAIG, GO SOUTH
 AI5899'ON HIGHWAY 394 FOR 1.00 MI (1.61 KM) TO THE BRIDGE OVER THE YAMPA
 AI5899'RIVER.  CONTINUE AHEAD, SOUTH, ON HIGHWAY 394 FOR 0.35 MI (0.56 KM) TO
 AI5899'A ROAD LEFT.  TURN LEFT, EAST, ON HIGHWAY 394 FOR 1.65 MI (2.66 KM) TO
 AI5899'THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, NORTH, INTO THE PARKING
 AI5899'LOT.  TURN RIGHT, EAST, FOR 0.05 MI (0.08 KM) TO THE NORTHEAST CORNER
 AI5899'OF THE PARKING LOT AND A LOCKED GATE.  PASS THROUGH THE GATE, GO
 AI5899'NORTH, TO THE RAMP.  TURN LEFT, WEST, ON THE RAMP FOR 0.1 MI (0.2 KM)
 AI5899'TO THE WEST EDGE OF THE RAMP AND THE STATION AHEAD IN THE WIND
 AI5899'DIRECTION INDICATOR RING
 AI5899'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 AI5899'TO REFUSAL AT A DEPTH OF 15.5 FT, (4.7 M) ENCASED IN A 0.9 M (3.0 FT)
 AI5899'LONG GREASED PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID,
 AI5899'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 176 M
 AI5899'(577.4 FT) SOUTH-SOUTHEAST OF THE CENTER OF RUNWAY 7-25, 160.5 M
 AI5899'(526.6 FT) SOUTH-SOUTHEAST OF THE SOUTH EDGE OF RUNWAY 7-25, 73 M
 AI5899'(239.5 FT) WEST OF A WEATHER STATION TOWER, 41.2 M (135.2 FT) NORTH OF
 AI5899'A WEATHER STATION TOWER, 11.0 M (36.1 FT) SOUTH OF THE WIND DIRECTION
 AI5899'INDICATOR POST, 1.25 M (4.10 FT) NORTH OF THE WIND DIRECTION INDICATOR
 AI5899'RING AND 1.3 M (4.3 FT) NORTHWEST OF A FIBERGLASS WITNESS POST.  THIS
 AI5899'STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1287 ***********************************************************************
 LL1287  DESIGNATION -  CAIRN ET
 LL1287  PID         -  LL1287
 LL1287  STATE/COUNTY-  CO/LARIMER
 LL1287  USGS QUAD   -  BUCKEYE (1978)
 LL1287
 LL1287                         *CURRENT SURVEY CONTROL
 LL1287  ___________________________________________________________________
 LL1287* NAD 83(1992)-  40 51 25.45879(N)    105 07 20.76405(W)     ADJUSTED  
 LL1287* NAVD 88     -      1846.6    (meters)    6058.     (feet)  VERTCON   
 LL1287  ___________________________________________________________________
 LL1287  LAPLACE CORR-         -15.18  (seconds)                    DEFLEC99
 LL1287  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 LL1287
 LL1287  HORZ ORDER  -  THIRD
 LL1287
 LL1287.The horizontal coordinates were established by classical geodetic methods
 LL1287.and adjusted by the National Geodetic Survey in January 1997..
 LL1287
 LL1287.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1287
 LL1287.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1287
 LL1287.The geoid height was determined by GEOID03.
 LL1287
 LL1287;                    North         East     Units Scale Factor Converg.
 LL1287;SPC CO N     -   474,057.216   946,237.210   MT  1.00001280   +0 14 38.2
 LL1287;SPC CO N     - 1,555,302.72  3,104,446.58   sFT  1.00001280   +0 14 38.2
 LL1287;UTM  13      - 4,522,898.095   489,680.862   MT  0.99960131   -0 04 48.3
 LL1287
 LL1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1287!SPC CO N     -   0.99971276  x   1.00001280  =   0.99972556
 LL1287!UTM  13      -   0.99971276  x   0.99960131  =   0.99931419
 LL1287
 LL1287:                Primary Azimuth Mark                     Grid Az
 LL1287:SPC CO N     -  MAXWELL                                  303 25 30.9
 LL1287:UTM  13      -  MAXWELL                                  303 44 57.4
 LL1287
 LL1287|---------------------------------------------------------------------|
 LL1287| PID    Reference Object                     Distance      Geod. Az  |
 LL1287|                                                           dddmmss.s |
 LL1287| LL1289 MAXWELL                             APPROX. 9.3 KM 3034009.1 |
 LL1287|---------------------------------------------------------------------|
 LL1287
 LL1287                          SUPERSEDED SURVEY CONTROL
 LL1287
 LL1287  NAD 83(1992)-  40 51 25.45890(N)    105 07 20.76550(W) AD(       ) 3
 LL1287  NAD 83(1986)-  40 51 25.45200(N)    105 07 20.76125(W) AD(       ) 3
 LL1287  NAD 27      -  40 51 25.51641(N)    105 07 18.84431(W) AD(       ) 3
 LL1287  NGVD 29 (07/19/86) 1845.6    (m)         6055.     (f) VERT ANG       
 LL1287
 LL1287.Superseded values are not recommended for survey control.
 LL1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1287.See file dsdata.txt to determine how the superseded data were derived.
 LL1287
 LL1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF8968122898(NAD 83)
 LL1287_MARKER: DD = SURVEY DISK
 LL1287_SETTING: 66 = SET IN ROCK OUTCROP
 LL1287_SP_SET: SET IN ROCK OUTCROP
 LL1287_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL1287+STABILITY: POSITION/ELEVATION WELL
 LL1287
 LL1287  HISTORY     - Date     Condition        Report By
 LL1287  HISTORY     - 1959     MONUMENTED       USGS
 LL1287
 LL1287                          STATION DESCRIPTION
 LL1287
 LL1287'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LL1287'STATION IS LOCATED ABOUT 19.0 MI. N. AND 2.5 MI. W. OF FT. COLLINS
 LL1287'POST OFFICE, ON HIGHEST POINT OF N-S. RIDGE, SEC. 4, T 10 N, R 69 W.
 LL1287'
 LL1287'TO REACH STATION FROM FT. COLLINS POST OFFICE, PROCEED N. ON U.S.
 LL1287'HIGHWAY 87 FOR 4.4 MI. TO CROSSROAD, THENCE 9.0 MI. N. TO T-RD.,
 LL1287'THENCE E. 1.0 MI. TO CROSSROADS, THENCE N. 0.5 MI. TO T-RD., THENCE
 LL1287'W. 1.0 MI. TO T-RD., THENCE N. 1.4 MI. TO T-RD. W., THENCE WESTERLY
 LL1287'ALONG DIRT RD. FOR 1.7 MI. TO TRAIL E., THENCE E. ALONG TRAIL FOR
 LL1287'0.5 MI. TO FENCE AND GATE, THENCE SE. ABOUT 1600 FT. TO HIGHEST POINT
 LL1287'ON N-S. RIDGE AND TO STATION.
 LL1287'
 LL1287'STATION MARK--A STANDARD TABLET SET IN A LARGE ROCK, STAMPED
 LL1287'---CAIRN-ET 1959---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0533 ***********************************************************************
 HK0533  DESIGNATION -  CAIRN NR SARITAS
 HK0533  PID         -  HK0533
 HK0533  STATE/COUNTY-  CO/CONEJOS
 HK0533  USGS QUAD   -  LOBATOS (1967)
 HK0533
 HK0533                         *CURRENT SURVEY CONTROL
 HK0533  ___________________________________________________________________
 HK0533* NAD 83(1992)-  37 01 38.30336(N)    105 54 45.48095(W)     ADJUSTED  
 HK0533* NAVD 88     -      2516.     (meters)    8255.     (feet)  SCALED    
 HK0533  ___________________________________________________________________
 HK0533  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 HK0533  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 HK0533
 HK0533  HORZ ORDER  -  SECOND
 HK0533
 HK0533.The horizontal coordinates were established by classical geodetic methods
 HK0533.and adjusted by the National Geodetic Survey in December 1993..
 HK0533
 HK0533.The orthometric height was scaled from a topographic map.
 HK0533
 HK0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0533
 HK0533.The geoid height was determined by GEOID03.
 HK0533
 HK0533;                    North         East     Units Scale Factor Converg.
 HK0533;SPC CO S     -   344,907.402   877,684.273   MT  1.00004378   -0 15 11.2
 HK0533;SPC CO S     - 1,131,583.70  2,879,535.82   sFT  1.00004378   -0 15 11.2
 HK0533;SPC NM C     -   668,553.427   530,015.852   MT  0.99991110   +0 12 11.4
 HK0533;SPC NM C     - 2,193,412.37  1,738,893.67   sFT  0.99991110   +0 12 11.4
 HK0533;UTM  13      - 4,098,290.908   418,825.547   MT  0.99968117   -0 32 58.6
 HK0533
 HK0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0533!SPC CO S     -   0.99960788  x   1.00004378  =   0.99965165
 HK0533!SPC NM C     -   0.99960788  x   0.99991110  =   0.99951902
 HK0533!UTM  13      -   0.99960788  x   0.99968117  =   0.99928918
 HK0533
 HK0533                          SUPERSEDED SURVEY CONTROL
 HK0533
 HK0533  NAD 83(1992)-  37 01 38.30347(N)    105 54 45.48121(W) AD(       ) 2
 HK0533  NAD 83(1986)-  37 01 38.30719(N)    105 54 45.48943(W) AD(       ) 2
 HK0533  NAD 27      -  37 01 38.25000(N)    105 54 43.42000(W) AD(       ) 2
 HK0533
 HK0533.Superseded values are not recommended for survey control.
 HK0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0533.See file dsdata.txt to determine how the superseded data were derived.
 HK0533
 HK0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA1882698291(NAD 83)
 HK0533_MARKER: 72 = CAIRN
 HK0533
 HK0533  HISTORY     - Date     Condition        Report By
 HK0533  HISTORY     - 1935     FIRST OBSERVED   CGS
 HK0533
 HK0533                          STATION DESCRIPTION
 HK0533
 HK0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HK0533'STATION IS 6 MILES SE OF THE TOWN OF ANTONITO.  IT IS ON THE
 HK0533'MOST S AND HIGHEST ONE OF A GROUP OF VERY PROMINENT HILLS VISIBLE
 HK0533'FROM ANTONITO TO THE SE.  THE STATION HILL IS THE HIGHEST
 HK0533'OF A SERIES OF POINTS ON AN APPROXIMATELY NE-SW RANGE OF HILLS.
 HK0533'
 HK0533'STATION MARK IS NOT ON THE HIGHEST POINT OF THE PEAK BUT ABOUT
 HK0533'20 FEET E OF THE HIGH POINT WHICH IS A PROMINENT PILE OF
 HK0533'BOULDERS.  THE MARK IS 180 FEET S BY W OF A WELL BUILT 5-FOOT
 HK0533'ROCK CAIRN.  THE POINT UPON WHICH THE STATION IS LOCATED IS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1616 ***********************************************************************
 KK1616  DESIGNATION -  CALHAN
 KK1616  PID         -  KK1616
 KK1616  STATE/COUNTY-  CO/EL PASO
 KK1616  USGS QUAD   -  CALHAN (1970)
 KK1616
 KK1616                         *CURRENT SURVEY CONTROL
 KK1616  ___________________________________________________________________
 KK1616* NAD 83(1992)-  39 00 07.72808(N)    104 19 01.67898(W)     ADJUSTED  
 KK1616* NAVD 88     -      2140.4    (meters)    7022.     (feet)  VERTCON   
 KK1616  ___________________________________________________________________
 KK1616  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 KK1616  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 KK1616
 KK1616  HORZ ORDER  -  SECOND
 KK1616
 KK1616.The horizontal coordinates were established by classical geodetic methods
 KK1616.and adjusted by the National Geodetic Survey in January 1993..
 KK1616
 KK1616.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1616
 KK1616.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1616
 KK1616.The geoid height was determined by GEOID03.
 KK1616
 KK1616;                    North         East     Units Scale Factor Converg.
 KK1616;SPC CO C     -   435,214.123 1,016,856.933   MT  0.99993739   +0 44 45.7
 KK1616;SPC CO C     - 1,427,865.00  3,336,138.12   sFT  0.99993739   +0 44 45.7
 KK1616;UTM  13      - 4,317,236.566   559,129.154   MT  0.99964305   +0 25 47.2
 KK1616
 KK1616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1616!SPC CO C     -   0.99966719  x   0.99993739  =   0.99960460
 KK1616!UTM  13      -   0.99966719  x   0.99964305  =   0.99931036
 KK1616
 KK1616|---------------------------------------------------------------------|
 KK1616| PID    Reference Object                     Distance      Geod. Az  |
 KK1616|                                                           dddmmss.s |
 KK1616| CP6737 CALHAN RM 1                          11.103 METERS 00216     |
 KK1616| CP6738 CALHAN RM 2                          12.846 METERS 08634     |
 KK1616| KK1613 LEMESANY                            APPROX.14.9 KM 3522343.8 |
 KK1616|---------------------------------------------------------------------|
 KK1616
 KK1616                          SUPERSEDED SURVEY CONTROL
 KK1616
 KK1616  NAD 83(1986)-  39 00 07.71926(N)    104 19 01.67469(W) AD(       ) 2
 KK1616  NAD 27      -  39 00 07.75305(N)    104 18 59.80185(W) AD(       ) 2
 KK1616  NGVD 29 (07/19/86) 2139.3    (m)         7019.     (f) VERT ANG       
 KK1616
 KK1616.Superseded values are not recommended for survey control.
 KK1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1616.See file dsdata.txt to determine how the superseded data were derived.
 KK1616
 KK1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED5912917237(NAD 83)
 KK1616_MARKER: Z = SEE DESCRIPTION
 KK1616_SETTING: 0 = UNSPECIFIED SETTING
 KK1616
 KK1616  HISTORY     - Date     Condition        Report By
 KK1616  HISTORY     - 1970     MONUMENTED       USGS
 KK1616
 KK1616                          STATION DESCRIPTION
 KK1616
 KK1616'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (EOM)
 KK1616'STATION IS LOCATED SOUTH 62 DEGREES WEST ABOUT 39 MILES AIRLINE
 KK1616'FROM LIMON, COLORADO.  SOUTH 19 DEGREES WEST ABOUT 2.5 MILES
 KK1616'AIRLINE FROM CALHAN, COLORADO.  ABOUT .25 MILE WEST OF A GRADED
 KK1616'ROAD.  ABOUT .25 MILE NORTHWEST OF AN AT AND T MICROWAVE TOWER.
 KK1616'ON A SMALL GRASSY TOP.  8 FEET NORTH OF A USGS WITNESS SIGN
 KK1616'MOUNTED ON A METAL POST.  ON LAND OWNED BY W. HURTLE, CALHAN,
 KK1616'COLORADO.
 KK1616'
 KK1616'TO REACH THE STATION FROM THE POST OFFICE AT CALHAN, COLORADO,
 KK1616'PROCEED 0.1 MILE SOUTH TO U.S. HIGHWAY 24.  TURN RIGHT (WEST) AND
 KK1616'PROCEED ON U.S. HIGHWAY 24 FOR 0.7 MILE TO A T-ROAD SOUTH.  TURN
 KK1616'LEFT (SOUTH) ON GRADED ROAD AND PROCEED 2.4 MILES TO GATE ON RIGHT
 KK1616'(WEST).  PROCEED WEST THROUGH GATE AND TRAVEL GENERALLY
 KK1616'NORTHWESTERLY CROSS COUNTRY FOR 0.45 MILE TO SMALL TOP ON
 KK1616'NORTHERN END OF RIDGE AND THE STATION.
 KK1616'
 KK1616'ALL MARKS ARE USGS BRASS TABLETS SOLDERED TO COPPER COATED STEEL
 KK1616'RODS CENTERED IN TILE 6 INCHES IN DIAMETER AND 12 INCHES LONG
 KK1616'FILLED WITH GRAVEL AND SET FLUSH WITH THE GROUND SURFACE.
 KK1616'
 KK1616'STATION MARK IS A ROD DRIVEN 10 FEET TO REFUSAL.  TABLET STAMPED
 KK1616'CALHAN ET 1970.
 KK1616'
 KK1616'REFERENCE MARK NO. 1 IS A ROD DRIVEN 10 FEET TO REFUSAL.  TABLET
 KK1616'STAMPED CALHAN ET 1 1970.
 KK1616'
 KK1616'REFERENCE MARK NO. 2 IS A ROD DRIVEN 10 FEET TO REFUSAL.  TABLET
 KK1616'STAMPED CALHAN ET 2 1970.
 KK1616'
 KK1616'STATION LEMESANY ET 1970 IS VISIBLE FROM THE GROUND AT THIS
 KK1616'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 KK1616'
 KK1616'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0605 ***********************************************************************
 HL0605  DESIGNATION -  CAMADO
 HL0605  PID         -  HL0605
 HL0605  STATE/COUNTY-  CO/ARCHULETA
 HL0605  USGS QUAD   -  PAGOSA JUNCTION (1984)
 HL0605
 HL0605                         *CURRENT SURVEY CONTROL
 HL0605  ___________________________________________________________________
 HL0605* NAD 83(1992)-  37 02 25.66877(N)    107 12 53.49629(W)     ADJUSTED  
 HL0605* NAVD 88     -      2253.1    (meters)    7392.     (feet)  VERTCON   
 HL0605  ___________________________________________________________________
 HL0605  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 HL0605  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 HL0605
 HL0605  HORZ ORDER  -  THIRD
 HL0605
 HL0605.The horizontal coordinates were established by classical geodetic methods
 HL0605.and adjusted by the National Geodetic Survey in December 1993..
 HL0605
 HL0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0605
 HL0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0605
 HL0605.The geoid height was determined by GEOID03.
 HL0605
 HL0605;                    North         East     Units Scale Factor Converg.
 HL0605;SPC CO S     -   347,686.922   761,842.565   MT  1.00004060   -1 03 06.7
 HL0605;SPC CO S     - 1,140,702.84  2,499,478.48   sFT  1.00004060   -1 03 06.7
 HL0605;UTM  13      - 4,101,655.208   303,021.356   MT  1.00007800   -1 20 04.6
 HL0605
 HL0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0605!SPC CO S     -   0.99964951  x   1.00004060  =   0.99969010
 HL0605!UTM  13      -   0.99964951  x   1.00007800  =   0.99972748
 HL0605
 HL0605:                Primary Azimuth Mark                     Grid Az
 HL0605:SPC CO S     -  MP 230+11.50                             194 58 21.1
 HL0605:UTM  13      -  MP 230+11.50                             195 15 19.0
 HL0605
 HL0605|---------------------------------------------------------------------|
 HL0605| PID    Reference Object                     Distance      Geod. Az  |
 HL0605|                                                           dddmmss.s |
 HL0605| HL0606 MP 230+11.50                        APPROX. 4.6 KM 1935514.4 |
 HL0605|---------------------------------------------------------------------|
 HL0605
 HL0605                          SUPERSEDED SURVEY CONTROL
 HL0605
 HL0605  NAD 83(1992)-  37 02 25.66892(N)    107 12 53.49687(W) AD(       ) 3
 HL0605  NAD 83(1986)-  37 02 25.66692(N)    107 12 53.49966(W) AD(       ) 3
 HL0605  NAD 27      -  37 02 25.64498(N)    107 12 51.34250(W) AD(       ) 3
 HL0605  NGVD 29 (07/19/86) 2251.9    (m)         7388.     (f) VERT ANG       
 HL0605
 HL0605.Superseded values are not recommended for survey control.
 HL0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0605.See file dsdata.txt to determine how the superseded data were derived.
 HL0605
 HL0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB0302101655(NAD 83)
 HL0605_MARKER: DD = SURVEY DISK
 HL0605_SETTING: 80 = SET IN A BOULDER
 HL0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0605+STABILITY: SURFACE MOTION
 HL0605
 HL0605  HISTORY     - Date     Condition        Report By
 HL0605  HISTORY     - 1952     MONUMENTED       USGS
 HL0605  HISTORY     - 1953     GOOD             USGS
 HL0605
 HL0605                          STATION DESCRIPTION
 HL0605
 HL0605'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 HL0605'STATION IS APPROXIMATELY 0.9 MI. AIRLINE DUE W. OF RAILROAD DEPOT AT
 HL0605'PAGOSA JUNCTION.  STATION IS ON THE N. END OF TOP OF HIGH HILL KNOWN
 HL0605'AS MONTE CAMADO, BORDERING THE W. SIDE OF PAGOSA JUNCTION.
 HL0605'
 HL0605'TO REACH STATION FROM THE DEPOT AT PAGOSA JUNCTION, PROCEED GENERALLY
 HL0605'SW. ALONG THE MAIN TRAVELED RD. ALONG THE SAN JUAN RIVER 0.7 MI. TO
 HL0605'WHERE THE RD. CROSSES THE NOSE OF SLOPE.  FROM HERE THE STATION IS
 HL0605'ABOUT AN HOURS HIKE (0.8 MI.) NW. UP STEEP RIDGE BORDERING S. SIDE
 HL0605'OF DEEP DRAW.  STATION IS ON THE HIGHEST PART OF TOP, ON N. END OF
 HL0605'SMALL PARTLY OPEN KNOB RISING ABOUT 25 FT. ABOVE CREST OF HILL.
 HL0605
 HL0605                          STATION RECOVERY (1953)
 HL0605
 HL0605'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953 (BTE)
 HL0605'STATION IS APPROXIMATELY 0.9 MI. AIRLINE DUE W. OF RAILROAD DEPOT
 HL0605'AT PAGOSA JUNCTION.  STATION IS ON THE N. END OF TOP OF HIGH HILL
 HL0605'KNOWN AS MONTE CAMADO, BORDERING THE W. SIDE OF PAGOSA JUNCTION.
 HL0605'
 HL0605'TO REACH STATION FROM THE DEPOT AT PAGOSA JUNCTION, PROCEED
 HL0605'GENERALLY SW. ALONG THE MAIN TRAVELED RD. ALONG THE SAN JUAN RIVER
 HL0605'0.7 MI. TO WHERE THE RD. CROSSES THE NOSE OF SLOPE.  FROM HERE THE
 HL0605'STATION IS ABOUT AN HOURS HIKE (0.8 MI.) NW. UP STEEP RIDGE BORDERING
 HL0605'S. SIDE OF DEEP DRAW.  STATION IS ON THE HIGHEST PART OF TOP, ON N.
 HL0605'END OF SMALL PARTLY OPEN KNOB RISING ABOUT 25 FT. ABOVE CREST OF
 HL0605'HILL.
 HL0605'
 HL0605'STATION MARK--STANDARD USGS TABLET, CEMENTED IN 3 X 4 FT. BOULDER
 HL0605'PROJECTING 0.4 FT. ABOVE THE SURROUNDING SURFACE, STAMPED ---CAMADO
 HL0605'1952---.
 HL0605'
 HL0605'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER, CEMENTED IN BOULDER
 HL0605'PROJECTING 0.2 FT. ABOVE SURROUNDING SURFACE, 8.35 FT. FROM STATION,
 HL0605'0.1 FT. HIGHER THAN STATION MARK, N 30 DEG 16 MIN E.
 HL0605'
 HL0605'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, CEMENTED IN BOULDER
 HL0605'PROJECTING 0.3 FT. ABOVE SURROUNDING SURFACE, 17.82 FT. FROM STATION,
 HL0605'0.1 FT. HIGHER THAN STATION MARK, S 25 DEG 34 MIN E.
 HL0605'MINUTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0366 ***********************************************************************
 HJ0366  DESIGNATION -  CAMERON
 HJ0366  PID         -  HJ0366
 HJ0366  STATE/COUNTY-  CO/BENT
 HJ0366  USGS QUAD   -  TOONERVILLE SE (1966)
 HJ0366
 HJ0366                         *CURRENT SURVEY CONTROL
 HJ0366  ___________________________________________________________________
 HJ0366* NAD 83(1992)-  37 47 58.25114(N)    103 04 34.73038(W)     ADJUSTED  
 HJ0366* NAVD 88     -      1342.7    (meters)    4405.     (feet)  VERTCON   
 HJ0366  ___________________________________________________________________
 HJ0366  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 HJ0366  GEOID HEIGHT-         -22.20  (meters)                     GEOID03
 HJ0366
 HJ0366  HORZ ORDER  -  FIRST
 HJ0366
 HJ0366.The horizontal coordinates were established by classical geodetic methods
 HJ0366.and adjusted by the National Geodetic Survey in January 1993..
 HJ0366
 HJ0366.The NAVD 88 height was computed by applying the VERTCON shift value to
 HJ0366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HJ0366
 HJ0366.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0366
 HJ0366.The geoid height was determined by GEOID03.
 HJ0366
 HJ0366;                    North         East     Units Scale Factor Converg.
 HJ0366;SPC CO S     -   433,297.292 1,127,822.808   MT  0.99994558   +1 29 11.9
 HJ0366;SPC CO S     - 1,421,576.20  3,700,198.66   sFT  0.99994558   +1 29 11.9
 HJ0366;UTM  13      - 4,185,314.006   669,361.250   MT  0.99995330   +1 10 45.5
 HJ0366
 HJ0366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0366!SPC CO S     -   0.99979283  x   0.99994558  =   0.99973842
 HJ0366!UTM  13      -   0.99979283  x   0.99995330  =   0.99974614
 HJ0366
 HJ0366:                Primary Azimuth Mark                     Grid Az
 HJ0366:SPC CO S     -  T26S R51 50W SECS 1 6 7 12               002 09 06.7
 HJ0366:UTM  13      -  T26S R51 50W SECS 1 6 7 12               002 27 33.1
 HJ0366
 HJ0366|---------------------------------------------------------------------|
 HJ0366| PID    Reference Object                     Distance      Geod. Az  |
 HJ0366|                                                           dddmmss.s |
 HJ0366| CM8175 T26S R51 50W SECS 1 6 7 12                         0033818.6 |
 HJ0366| CM8573 CAMERON RM 1                         14.498 METERS 17409     |
 HJ0366| CM8574 CAMERON RM 2                         16.472 METERS 27137     |
 HJ0366|---------------------------------------------------------------------|
 HJ0366
 HJ0366                          SUPERSEDED SURVEY CONTROL
 HJ0366
 HJ0366  NAD 83(1986)-  37 47 58.23955(N)    103 04 34.71916(W) AD(       ) 1
 HJ0366  NAD 27      -  37 47 58.20809(N)    103 04 32.98407(W) AD(       ) 1
 HJ0366  NGVD 29 (07/19/86) 1342.1    (m)         4403.     (f) VERT ANG       
 HJ0366
 HJ0366.Superseded values are not recommended for survey control.
 HJ0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0366.See file dsdata.txt to determine how the superseded data were derived.
 HJ0366
 HJ0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB6936185314(NAD 83)
 HJ0366_MARKER: DS = TRIANGULATION STATION DISK
 HJ0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0366
 HJ0366  HISTORY     - Date     Condition        Report By
 HJ0366  HISTORY     - 1922     MONUMENTED       CGS
 HJ0366  HISTORY     - 1937     GOOD             CGS
 HJ0366  HISTORY     - 1947     GOOD             WESGEO
 HJ0366  HISTORY     - 1952     GOOD             CGS
 HJ0366  HISTORY     - 1953     GOOD             CGS
 HJ0366
 HJ0366                          STATION DESCRIPTION
 HJ0366
 HJ0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 HJ0366'ABOUT 25 MILES SOUTHEAST OF LAS ANIMAS, 8 MILES NORTH OF
 HJ0366'RULE POST OFFICE, 1-3/4 MILES EAST OF THE CAMERON WINDMILL, ON
 HJ0366'THE HIGHEST POINT OF THE ROUND KNOLL ON THE DIVIDE BETWEEN
 HJ0366'CADDO CREEK AND PRIMROSE CREEK.  STATION MARK IS DISK SET AS
 HJ0366'DESCRIBED.  UNDERGROUND MARK IS DISK SET.
 HJ0366'REFERENCE MARKS ARE DISKS, SET.
 HJ0366'AT THE FOLLOWING DISTANCES AND BEARINGS FROM
 HJ0366'THE STATION--NO. 1, 14.31 METERS (46.9 FEET).
 HJ0366'NO. 2, 13.33 METERS (43.7 FEET).
 HJ0366
 HJ0366                          STATION RECOVERY (1937)
 HJ0366
 HJ0366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (JSB)
 HJ0366'THE STATION IS ON THE RANGE LINE BETWEEN R. 50 AND 51 W AND ON
 HJ0366'SECTION LINE BETWEEN S 7.  R 50 AND S 12 R 51 IN T 26 S.
 HJ0366'
 HJ0366'THE STATION MARK AND R.M.S WERE FOUND IN GOOD CONDITION AS
 HJ0366'DESCRIBED BY C.M.D. EXCEPT THAT THE AZIMUTH AND DISTANCES FROM
 HJ0366'THE STATION TO THE R.M.S WERE FOUND TO BE WRONG.  NEITHER
 HJ0366'DIRECTION OR DISTANCES AS MEASURED AGREE WITH C.M.D.S
 HJ0366'MEASUREMENTS.  THE REFERENCE MARKS AND STATION MARE WERE CAREFULLY
 HJ0366'INSPECTED.  NEITHER HAS BEEN DISTURBED.  THE OLD TRIPOD WAS
 HJ0366'FOUND AT THE STATION.  THE GROUND HAS NEVER BEEN CULTIVATED
 HJ0366'SINCE THE STATION WAS ESTABLISHED.
 HJ0366'
 HJ0366'THE DISTANCE AND DIRECTION FROM THE STATION TO R.M. 1 IS 14.49
 HJ0366'METERS (47.55 FT.).
 HJ0366'
 HJ0366'53.5 MILES NW OF SPRINGFIELD.  20.1 MILES NW OF DEORA POST
 HJ0366'OFFICE.
 HJ0366'
 HJ0366'TO REACH FROM SPRINGFIELD, GO NORTH ON NO. 59 AND U.S. 160
 HJ0366'FOR 10.5 MILES TO JUNCTION OF HIGHWAYS, 59 AND U.S. 160.
 HJ0366'TURN WEST ON GRADED ROAD AND GO 13.0 MILES.  TURN NORTH 1
 HJ0366'MILE.  TURN WEST AND GO 1 MILE.  TURN NORTH AND GO 4 MILES.
 HJ0366'THEN WEST FOR 3.5 MILES TO DEORA POST OFFICE.  CONTINUE WEST
 HJ0366'0.5 MILE TO T ROAD NORTH.  GO NORTH 8.2 MILES.  THEN WEST 1
 HJ0366'MILE.  THEN NORTH 4 MILES.  THEN WEST AND NORTH (FOLLOW MAIN
 HJ0366'TRAVELED ROAD UP VALLEY) FOR 3.6 MILES, JOG SOUTH 0.3 MILE
 HJ0366'THEN WEST 2.1 MILE, THEN SOUTH 0.4 MILE TO THE TOP OF THE
 HJ0366'RIDGE AND THE STATION.
 HJ0366'
 HJ0366'THE STATION IS 0.4 MILE SOUTH OF G.L.O. IRON PIPE WITH CAP
 HJ0366'STAMPED S6 AND 7.  1 AND 12.  T 26 S.  R 50 AND 51 W.  MARK
 HJ0366'PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE IN CENTER OF THE
 HJ0366'ROADWAY.
 HJ0366
 HJ0366                          STATION RECOVERY (1947)
 HJ0366
 HJ0366'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1947 (HEO)
 HJ0366'SURFACE MARKS FOUND AND IN GOOD CONDITION.  REFERENCE MARKS
 HJ0366'DO NOT CHECK AS GIVEN.  R.M. NO. 1 LOCATED SOUTH OF STATION.
 HJ0366'R.M. NO. 2 LOCATED WEST OF
 HJ0366'STATION.  SUPPLEMENTARY POINT
 HJ0366'(WEST 1/4 CORNER SECTION...T 26S R 50W) STILL IN GOOD CONDITION.
 HJ0366'TWO REFERENCE MARKERS THERE NORTH AND SOUTH OF SUPPLEMENTARY
 HJ0366'MARKER.
 HJ0366
 HJ0366                          STATION RECOVERY (1952)
 HJ0366
 HJ0366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LGT)
 HJ0366'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 HJ0366'AS DESCRIBED IN 1937 AND ARE IN GOOD CONDITION.  THE STATION WAS
 HJ0366'NOT OCCUPIED ON THIS DATE SO THE DISTANCES AND DIRECTIONS TO
 HJ0366'THE REFERENCE MARKS WERE NOT VERIFIED.  THE TO REACH WAS FOUND
 HJ0366'TO BE OBSOLETE, SO A NEW ONE IS GIVEN BELOW.
 HJ0366'
 HJ0366'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY
 HJ0366'101 IN LAS ANIMAS, GO SOUTH ON STATE HIGHWAY 101 FOR 13.2
 HJ0366'MILES TO A CROSS ROAD.  TURN LEFT, EAST, AND FOLLOW THE
 HJ0366'GRADED ROAD FOR 6.0 MILES TO A CROSS ROAD.  TURN RIGHT, SOUTH,
 HJ0366'AND FOLLOW THE GRADED ROAD WHICH BECOMES A DIM TRACK ROAD FOR
 HJ0366'5.0 MILES TO A WIRE GATE IN AN EAST-WEST FENCE.  PASS THROUGH
 HJ0366'THE GATE AND CONTINUE SOUTH FOR 0.3 MILE TO A T ROAD LEFT.
 HJ0366'TURN LEFT, EAST, AND GO 0.7 MILE TO A CROSS ROAD.  TURN RIGHT,
 HJ0366'SOUTH, AND FOLLOW THE DIM TRACK ROAD FOR 0.4 MILE TO THE
 HJ0366'HIGHEST POINT IN THE VICINITY AND THE STATION.  A DRIVE
 HJ0366'STATION.
 HJ0366
 HJ0366                          STATION RECOVERY (1953)
 HJ0366
 HJ0366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HJ0366'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 HJ0366'FOUND IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.
 HJ0366'
 HJ0366'THE STATION IS LOCATED ON THE HIGHEST POINT OF A NORTH-SOUTH
 HJ0366'RIDGE BETWEEN CADDO CREEK AND PRIMROSE CREEK, ABOUT 23 MILES
 HJ0366'SOUTHEAST OF LAS ANIMAS, 3 MILES NORTHEAST OF RUXTON SIDING,
 HJ0366'111 FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH DIM TRACK
 HJ0366'ROAD AND 4.3 FEET WEST SOUTHWEST OF A WHITE WITNESS POST.
 HJ0366'
 HJ0366'TO REACH, FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 HJ0366'HIGHWAY 101 IN LAS ANIMAS, GO SOUTH, ON STATE HIGHWAY 101,
 HJ0366'FOR 22.5 MILES TO SIDE ROAD LEFT JUST AFTER PASSING A BLACK
 HJ0366'WATER TANK ON LEFT.  TURN LEFT, ACROSS RAILROAD TRACKS, AND GO
 HJ0366'EAST 0.9 MILE TO SIDE ROAD LEFT.  TURN LEFT, AND GO NORTH
 HJ0366'2.1 MILES TO WIRE GATE ON RIGHT JUST AFTER CROSSING CATTLE
 HJ0366'GUARD.  TURN RIGHT, AND PASS THROUGH WIRE GATE, AND GO EAST 2.1
 HJ0366'MILES PASS TO THE NORTH OF A STONE BUILDING TO WIRE GATE.
 HJ0366'PASS THROUGH GATE, AND GO EAST 0.35 MILE TO WIRE ON LEFT.
 HJ0366'TURN LEFT, AND GO NORTH, ALONG EAST SIDE OF NORTH-SOUTH FENCELINE
 HJ0366'2.1 MILES.  TURN RIGHT, AND GO EASTERLY ACROSS COUNTRY 0.7
 HJ0366'MILE TO HIGHEST POINT OF RIDGE AND THE STATION.
 HJ0366'
 HJ0366'THE STATION MARK IS A STANDARD DISK, STAMPED CAMERON 1922, SET
 HJ0366'IN THE TOP OF A 8 INCH SQUARE CONCRETE MONUMENT WHICH IS ABOUT
 HJ0366'FLUSH WITH THE GROUND
 HJ0366'
 HJ0366'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED CAMERON
 HJ0366'NO 1 1922, SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT
 HJ0366'WHICH IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT 2 FEET
 HJ0366'LOWER THAN THE STATION.
 HJ0366'
 HJ0366'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED CAMERON
 HJ0366'NO 2 1922, SET IN THE TOP OF A 8 INCH SQUARE CONCRETE MONUMENT
 HJ0366'WHICH PROJECTS ABOUT 1-1/2 INCHES AND IS ABOUT 18 INCHES
 HJ0366'LOWER THAN THE STATION.
 HJ0366'
 HJ0366'THE AZIMUTH MARK IS A GENERAL LAND OFFICE SURVEY MARK, STAMPED
 HJ0366'T26 S R51 W R50 W S1 S6 1920, BOLTED TO THE TOP OF A 2 INCH
 HJ0366'PIPE WHICH PROJECTS ABOUT 1 INCH.  IT IS S12 S7 LOCATED ON
 HJ0366'THE STATION RIDGE AND IN THE CENTER OF A DIM CROSS ROADS.
 HJ0366'TO REACH, FROM THE STATION, GO NORTH, ON DIM TRACK ROAD
 HJ0366'0.3 MILE TO THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1225 ***********************************************************************
 JK1225  DESIGNATION -  CAMERON
 JK1225  PID         -  JK1225
 JK1225  STATE/COUNTY-  CO/EL PASO
 JK1225  USGS QUAD   -  MANITOU SPRINGS (1994)
 JK1225
 JK1225                         *CURRENT SURVEY CONTROL
 JK1225  ___________________________________________________________________
 JK1225* NAD 83(1992)-  38 49 52.08310(N)    104 57 16.09608(W)     ADJUSTED  
 JK1225* NAVD 88     -      3266.2    (meters)   10716.     (feet)  VERTCON   
 JK1225  ___________________________________________________________________
 JK1225  LAPLACE CORR-         -23.64  (seconds)                    DEFLEC99
 JK1225  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 JK1225
 JK1225  HORZ ORDER  -  THIRD
 JK1225
 JK1225.The horizontal coordinates were established by classical geodetic methods
 JK1225.and adjusted by the National Geodetic Survey in January 1993..
 JK1225
 JK1225.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1225
 JK1225.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1225
 JK1225.The geoid height was determined by GEOID03.
 JK1225
 JK1225;                    North         East     Units Scale Factor Converg.
 JK1225;SPC CO C     -   415,705.670   961,768.358   MT  0.99994694   +0 20 38.6
 JK1225;SPC CO C     - 1,363,861.02  3,155,401.69   sFT  0.99994694   +0 20 38.6
 JK1225;UTM  13      - 4,298,038.619   503,951.778   MT  0.99960019   +0 01 42.8
 JK1225
 JK1225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1225!SPC CO C     -   0.99949024  x   0.99994694  =   0.99943721
 JK1225!UTM  13      -   0.99949024  x   0.99960019  =   0.99909064
 JK1225
 JK1225:                Primary Azimuth Mark                     Grid Az
 JK1225:SPC CO C     -  ROCKY                                    138 41 56.6
 JK1225:UTM  13      -  ROCKY                                    139 00 52.4
 JK1225
 JK1225|---------------------------------------------------------------------|
 JK1225| PID    Reference Object                     Distance      Geod. Az  |
 JK1225|                                                           dddmmss.s |
 JK1225| JK1224 ROCKY                               APPROX. 3.8 KM 1390235.2 |
 JK1225|---------------------------------------------------------------------|
 JK1225
 JK1225                          SUPERSEDED SURVEY CONTROL
 JK1225
 JK1225  NAD 83(1986)-  38 49 52.07321(N)    104 57 16.09248(W) AD(       ) 3
 JK1225  NAD 27      -  38 49 52.09749(N)    104 57 14.16426(W) AD(       ) 3
 JK1225  NGVD 29 (07/19/86) 3264.9    (m)        10712.     (f) VERT ANG       
 JK1225
 JK1225.Superseded values are not recommended for survey control.
 JK1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1225.See file dsdata.txt to determine how the superseded data were derived.
 JK1225
 JK1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC0395298039(NAD 83)
 JK1225
 JK1225  HISTORY     - Date     Condition        Report By
 JK1225  HISTORY     - 1947     MONUMENTED       USGS
 JK1225  HISTORY     - 1960     GOOD             USE
 JK1225
 JK1225                          STATION DESCRIPTION
 JK1225
 JK1225'DESCRIBED BY US ENGINEERS 1960
 JK1225'THE HISTORY OF THIS STATION PRIOR TO 1947 IS NOT AVAILABLE AND IS
 JK1225'SUPERSEDED BY THE FOLLOWING INFORMATION
 JK1225'
 JK1225'STATION IS LOCATED IN SEC. 13, T 14 S, R 68 W, APPROXIMATELY 7 MI.
 JK1225'W. OF THE COLORADO SPRINGS POST OFFICE.
 JK1225'
 JK1225'STATION MAY BE REACHED BY TRAVELING FROM THE PIKES PEAK COG RAILROAD
 JK1225'DEPOT IN MANITOU, 3.0 MI. ALONG PIKES PEAK COG RAILROAD TO RUXTON
 JK1225'ELECTRIC POWER PLANT, THENCE LEFT (SE.) ALONG TRAIL APPROXIMATELY 1.5
 JK1225'MI. TO TOP OF PEAK KNOWN AS CAMERON CONE.  STATION IS ON HIGHEST PART
 JK1225'OF PEAK NEAR S. END.
 JK1225'
 JK1225'RECOVERED BY 32ND ENGINEERING BRANCH IN MAY 1960.
 JK1225'
 JK1225'STATION MARK--USGS TABLET IN TOP OF BOULDER, STAMPED ---VA ELEV.
 JK1225'10,705 19069-12-47 CAMERON---.
 JK1225'
 JK1225'REFERENCE MARK NO. 1--STANDARD TABLET IN TOP OF BOULDER, STAMPED
 JK1225'---CAMERON RM 1---, 124.50 FT. FROM STATION, S 09 DEG 26 MIN E.
 JK1225'
 JK1225'REFERENCE MARK NO. 2--STANDARD TABLET IN ROCK LEDGE, STAMPED
 JK1225'---CAMERON RM 2---, 19.70 FT. FROM STATION, N 60 DEG 29 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1316 ***********************************************************************
 JK1316  DESIGNATION -  CAMERON
 JK1316  PID         -  JK1316
 JK1316  STATE/COUNTY-  CO/CHAFFEE
 JK1316  USGS QUAD   -  CAMERON MOUNTAIN (1994)
 JK1316
 JK1316                         *CURRENT SURVEY CONTROL
 JK1316  ___________________________________________________________________
 JK1316* NAD 83(1992)-  38 37 48.30630(N)    105 54 56.24472(W)     ADJUSTED  
 JK1316* NAVD 88     -      3349.2    (meters)   10988.     (feet)  VERTCON   
 JK1316  ___________________________________________________________________
 JK1316  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 JK1316  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 JK1316
 JK1316  HORZ ORDER  -  FIRST
 JK1316
 JK1316.The horizontal coordinates were established by classical geodetic methods
 JK1316.and adjusted by the National Geodetic Survey in January 1993..
 JK1316
 JK1316.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1316
 JK1316.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1316
 JK1316.The geoid height was determined by GEOID03.
 JK1316
 JK1316;                    North         East     Units Scale Factor Converg.
 JK1316;SPC CO C     -   393,328.661   878,212.371   MT  0.99996947   -0 15 43.7
 JK1316;SPC CO C     - 1,290,445.78  2,881,268.42   sFT  0.99996947   -0 15 43.7
 JK1316;UTM  13      - 4,276,125.603   420,302.622   MT  0.99967822   -0 34 17.9
 JK1316
 JK1316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1316!SPC CO C     -   0.99947701  x   0.99996947  =   0.99944650
 JK1316!UTM  13      -   0.99947701  x   0.99967822  =   0.99915540
 JK1316
 JK1316|---------------------------------------------------------------------|
 JK1316| PID    Reference Object                     Distance      Geod. Az  |
 JK1316|                                                           dddmmss.s |
 JK1316| CM8575 CAMERON RM 1                          7.833 METERS 00933     |
 JK1316| CM8576 CAMERON RM 2                          5.841 METERS 16202     |
 JK1316| JL0672 MOUNT OURAY RESET                   APPROX.35.4 KM 2293601.9 |
 JK1316|---------------------------------------------------------------------|
 JK1316
 JK1316                          SUPERSEDED SURVEY CONTROL
 JK1316
 JK1316  NAD 83(1986)-  38 37 48.29773(N)    105 54 56.24959(W) AD(       ) 1
 JK1316  NAD 27      -  38 37 48.30700(N)    105 54 54.21800(W) AD(       ) 1
 JK1316  NGVD 29 (07/19/86) 3347.6    (m)        10983.     (f) VERT ANG       
 JK1316
 JK1316.Superseded values are not recommended for survey control.
 JK1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1316.See file dsdata.txt to determine how the superseded data were derived.
 JK1316
 JK1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC2030376126(NAD 83)
 JK1316_MARKER: DS = TRIANGULATION STATION DISK
 JK1316_SETTING: 66 = SET IN ROCK OUTCROP
 JK1316_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JK1316_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK1316+STABILITY: POSITION/ELEVATION WELL
 JK1316
 JK1316  HISTORY     - Date     Condition        Report By
 JK1316  HISTORY     - 1935     MONUMENTED       CGS
 JK1316  HISTORY     - 1954     GOOD             USGS
 JK1316
 JK1316                          STATION DESCRIPTION
 JK1316
 JK1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 JK1316'STATION IS 8 MILES N AND 5 MILES E OF SALIDA, COLORADO.  IT IS
 JK1316'LOCATED ON A HIGH PROMINENT, POINTED PEAK (TIMBERED) KNOWN
 JK1316'AS CAMERON MOUNTAIN AND IS THE HIGHEST POINT FOR SEVERAL MILES.
 JK1316'IT IS ABOUT 1 MILE E OF THE OLD SALIDA-GUFFEY ROAD AND 1 MILE
 JK1316'S OF THE NEW SALIDA-GUFFEY GRADED ROAD.
 JK1316'
 JK1316'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 JK1316'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 JK1316'
 JK1316'REFERENCE MARK NO. 1 IS N OF THE STATION.  THE OUTCROP IN WHICH
 JK1316'THE MARK IS SET PROJECTS ABOUT 1.5 FEET.
 JK1316'
 JK1316'REFERENCE MARK NO. 2 IS SSE OF THE STATION.  THE OUTCROP IN
 JK1316'WHICH THE MARK IS SET PROJECTS ABOUT 2.5 FEET.
 JK1316'
 JK1316'STATION WAS REACHED FROM THE BLOCK SW OF THE POST OFFICE IN
 JK1316'SALIDA, COLORADO, BY DRIVING NORTHWESTERLY ON U.S. HIGHWAY
 JK1316'650 FOR 1.2 MILES 50 YARDS AFTER CROSSING THE ARKANSAS RIVER,
 JK1316'AT SIGN SPIRAL DRIVE, LEAVE U.S. HIGHWAY 650, TURN RIGHT AND GO
 JK1316'EASTERLY 0.3 MILE TO A FORK 50 YARDS N OF A TEXACO BULK PLANT
 JK1316'AND TAKE MAIN LEFT FORK N FOR 0.2 MILE.  AT A SIGN SPIRAL
 JK1316'DRIVE AND UTE TRAIL KEEP STRAIGHT AHEAD ON LEFT FORK NORTHERLY
 JK1316'ALONG FENCE AND NORTHEASTERLY UP CANYON ON THE UTE TRAIL FOR
 JK1316'7.0 MILES PASSING ENTRANCE SIGN TO FOREST AT 3.5 MILES AND
 JK1316'SIGN TO MIDDWAY-NELSON, RIGHT OF ROAD, AT 5.9 MILES TO A
 JK1316'GRADED T-FORK.  TAKE LESSER TRAVELED RIGHT FORK EASTERLY
 JK1316'AND NORTHERLY UP THE CANYON FOR 2.2 MILES TO THE TOP OF THE
 JK1316'DIVIDE.  THERE IS A MINE SHAFT 100 YARDS E, PASS MINE
 JK1316'SHAFT AND CONTINUE E TO BASE OF RIDGE - END OF TRUCK
 JK1316'TRAVEL.  PACK EASTERLY TO TOP OF RIDGE THEN DESCEND
 JK1316'SOUTHEASTERLY FOR 100 YARDS INTO A WOODED VALLEY AND THEN
 JK1316'ASCEND SOUTHEASTERLY A HIGH TIMBERED PEAK AND THE STATION.  IT
 JK1316'IS ABOUT A 50-MINUTE PACK.  A 4-FOOT STAND CLEARED ALL LINES.
 JK1316
 JK1316                          STATION RECOVERY (1954)
 JK1316
 JK1316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JK1316'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0566 ***********************************************************************
 LM0566  DESIGNATION -  CAMP
 LM0566  PID         -  LM0566
 LM0566  STATE/COUNTY-  CO/JACKSON
 LM0566  USGS QUAD   -  NORTHGATE (1950)
 LM0566
 LM0566                         *CURRENT SURVEY CONTROL
 LM0566  ___________________________________________________________________
 LM0566* NAD 83(1992)-  40 56 16.10694(N)    106 18 24.46028(W)     ADJUSTED  
 LM0566* NAVD 88     -      2717.8    (meters)    8917.     (feet)  VERTCON   
 LM0566  ___________________________________________________________________
 LM0566  LAPLACE CORR-           3.78  (seconds)                    DEFLEC99
 LM0566  GEOID HEIGHT-         -11.33  (meters)                     GEOID03
 LM0566
 LM0566  HORZ ORDER  -  THIRD
 LM0566
 LM0566.The horizontal coordinates were established by classical geodetic methods
 LM0566.and adjusted by the National Geodetic Survey in January 1997..
 LM0566
 LM0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0566
 LM0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0566
 LM0566.The geoid height was determined by GEOID03.
 LM0566
 LM0566;                    North         East     Units Scale Factor Converg.
 LM0566;SPC CO N     -   483,264.562   846,457.244   MT  1.00002872   -0 31 16.7
 LM0566;SPC CO N     - 1,585,510.48  2,777,085.14   sFT  1.00002872   -0 31 16.7
 LM0566;UTM  13      - 4,532,675.230   389,991.971   MT  0.99974895   -0 51 22.9
 LM0566
 LM0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0566!SPC CO N     -   0.99957563  x   1.00002872  =   0.99960434
 LM0566!UTM  13      -   0.99957563  x   0.99974895  =   0.99932469
 LM0566
 LM0566                          SUPERSEDED SURVEY CONTROL
 LM0566
 LM0566  NAD 83(1992)-  40 56 16.10512(N)    106 18 24.46001(W) AD(       ) 3
 LM0566  NAD 83(1986)-  40 56 16.10390(N)    106 18 24.45293(W) AD(       ) 3
 LM0566  NAD 27      -  40 56 16.19771(N)    106 18 22.35480(W) AD(       ) 3
 LM0566  NGVD 29 (07/19/86) 2716.5    (m)         8912.     (f) VERT ANG       
 LM0566
 LM0566.Superseded values are not recommended for survey control.
 LM0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0566.See file dsdata.txt to determine how the superseded data were derived.
 LM0566
 LM0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF8999232675(NAD 83)
 LM0566_MARKER: DD = SURVEY DISK
 LM0566_SETTING: 80 = SET IN A BOULDER
 LM0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0566+STABILITY: SURFACE MOTION
 LM0566
 LM0566  HISTORY     - Date     Condition        Report By
 LM0566  HISTORY     - 1949     MONUMENTED       USGS
 LM0566
 LM0566                          STATION DESCRIPTION
 LM0566
 LM0566'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 LM0566'STATION IS LOCATED ABOUT 4.5 MI. (AIRLINE) N. OF COWDREY, COLORADO,
 LM0566'ABOUT 2 MI. (AIRLINE) NW. OF THREEWAY JUNCTION, ON THE HIGHEST ROCKY
 LM0566'CRAG CENTRALLY LOCATED IN A GROUP OF RUGGED ROCKY POINTS.
 LM0566'
 LM0566'TO REACH STATION FROM COWDREY, COLORADO, GO N. ALONG STATE HIGHWAYS
 LM0566'125 AND 127 FOR 3.9 MI. TO THREEWAY JUNCTION.  FOLLOW HIGHWAY 125 W.
 LM0566'FOR 2.9 MI. TO SIDE RD. ON THE RIGHT.  PROCEED ALONG SIDE RD. IN
 LM0566'GENERAL NE. DIRECTION FOR 0.2 MI. TO BASE OF ROCKY POINTS.  END OF
 LM0566'JEEP TRAVEL.  PROCEED NE. TO HIGHEST ROCKY POINT AND STATION.
 LM0566'APPROXIMATELY A 45-MINUTE PACK.
 LM0566'
 LM0566'STATION MARK--STANDARD USGS STATION TABLET STAMPED ---CAMP 1949---,
 LM0566'SET IN TOP OF ONE OF SEVERAL SHARP TOPPED BOULDERS, WHICH COMPOSES
 LM0566'POINT.  TABLET IS 1 FT. LOWER THAN HIGHEST POINT, NOT SUITABLE FOR
 LM0566'INSTRUMENT SETUP.
 LM0566'
 LM0566'REFERENCE MARK NO. 1--A COPPER NAIL AND INVERTED COPPER WASHER,
 LM0566'STAMPED ---RM 1---, CEMENTED IN TOP OF A LARGE BOULDER 2 FT. LOWER
 LM0566'THAN STATION, NE. OF STATION AT A DISTANCE OF 5.5 FT.
 LM0566'
 LM0566'REFERENCE MARK NO. 2--A COPPER NAIL AND INVERTED COPPER WASHER,
 LM0566'STAMPED ---RM 2---, CEMENTED IN TOP OF HIGHEST BOULDER, NW. OF
 LM0566'STATION AT A DISTANCE OF 3.5 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1183 ***********************************************************************
 JK1183  DESIGNATION -  CAMP
 JK1183  PID         -  JK1183
 JK1183  STATE/COUNTY-  CO/EL PASO
 JK1183  USGS QUAD   -  FOUNTAIN (1994)
 JK1183
 JK1183                         *CURRENT SURVEY CONTROL
 JK1183  ___________________________________________________________________
 JK1183* NAD 83(1992)-  38 42 49.24894(N)    104 38 17.69225(W)     ADJUSTED  
 JK1183* NAVD 88     -      1773.2    (meters)    5818.     (feet)  VERTCON   
 JK1183  ___________________________________________________________________
 JK1183  LAPLACE CORR-          -8.11  (seconds)                    DEFLEC99
 JK1183  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 JK1183
 JK1183  HORZ ORDER  -  THIRD
 JK1183
 JK1183.The horizontal coordinates were established by classical geodetic methods
 JK1183.and adjusted by the National Geodetic Survey in January 1993..
 JK1183
 JK1183.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1183
 JK1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1183
 JK1183.The geoid height was determined by GEOID03.
 JK1183
 JK1183;                    North         East     Units Scale Factor Converg.
 JK1183;SPC CO C     -   402,880.844   989,348.018   MT  0.99995862   +0 32 36.6
 JK1183;SPC CO C     - 1,321,784.90  3,245,885.96   sFT  0.99995862   +0 32 36.6
 JK1183;UTM  13      - 4,285,066.252   531,450.653   MT  0.99961218   +0 13 34.5
 JK1183
 JK1183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1183!SPC CO C     -   0.99972473  x   0.99995862  =   0.99968336
 JK1183!UTM  13      -   0.99972473  x   0.99961218  =   0.99933702
 JK1183
 JK1183:                Primary Azimuth Mark                     Grid Az
 JK1183:SPC CO C     -  AS P 483=CHICO                           070 27 53.8
 JK1183:UTM  13      -  AS P 483=CHICO                           070 46 55.9
 JK1183
 JK1183|---------------------------------------------------------------------|
 JK1183| PID    Reference Object                     Distance      Geod. Az  |
 JK1183|                                                           dddmmss.s |
 JK1183| JK1172 AS P 483=CHICO                      APPROX. 9.8 KM 0710030.4 |
 JK1183|---------------------------------------------------------------------|
 JK1183
 JK1183                          SUPERSEDED SURVEY CONTROL
 JK1183
 JK1183  NAD 83(1986)-  38 42 49.23223(N)    104 38 17.68479(W) AD(       ) 3
 JK1183  NAD 27      -  38 42 49.24780(N)    104 38 15.78454(W) AD(       ) 3
 JK1183  NGVD 29 (07/19/86) 1772.2    (m)         5814.     (f) VERT ANG       
 JK1183
 JK1183.Superseded values are not recommended for survey control.
 JK1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1183.See file dsdata.txt to determine how the superseded data were derived.
 JK1183
 JK1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC3145185066(NAD 83)
 JK1183
 JK1183  HISTORY     - Date     Condition        Report By
 JK1183  HISTORY     - 1939     MONUMENTED       USGS
 JK1183  HISTORY     - 1961     GOOD             USGS
 JK1183
 JK1183                          STATION DESCRIPTION
 JK1183
 JK1183'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 JK1183'STATION IS LOCATED IN NW. 1/4 OF SW. 1/4 OF SEC. 26, T 15 S, R 65 W,
 JK1183'ABOUT 1 MI. E. OF JIMMY CAMP CREEK AND IS BEST REACHED FROM FOUNTAIN,
 JK1183'COLORADO, GO N. ON U.S. HIGHWAYS 85 AND 87 1 MI., THENCE 0.7 MI. E.,
 JK1183'TURN S. 0.5 MI., THEN E. 1.5 MI., THEN 1.0 MI. S., THEN 1.2 MI. E. TO
 JK1183'POINT WHERE HIGHWAY CROSSES GAS LINE, THENCE ON RANCH RD. NE. 1.5 MI.,
 JK1183'STATION IS LOCATED ABOUT 100 FT. E. OF RD.
 JK1183'
 JK1183'STATION MARK--STANDARD BRONZE TABLET CEMENTED IN ROCK SET NEARLY
 JK1183'FLUSH WITH GROUND, STAMPED ---CAMP R 1939---.
 JK1183'
 JK1183'REFERENCE MARK--STANDARD BRONZE REFERENCE TABLET CEMENTED IN ROCK
 JK1183'SET NEARLY FLUSH WITH GROUND, STAMPED ---NO. 1---, 19 FT. FROM
 JK1183'STATION, N 74 DEG 45 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1765 ***********************************************************************
 KK1765  DESIGNATION -  CAMP
 KK1765  PID         -  KK1765
 KK1765  STATE/COUNTY-  CO/JEFFERSON
 KK1765  USGS QUAD   -  ARVADA (1994)
 KK1765
 KK1765                         *CURRENT SURVEY CONTROL
 KK1765  ___________________________________________________________________
 KK1765* NAD 83(1992)-  39 47 50.03607(N)    105 06 54.84856(W)     ADJUSTED  
 KK1765* NAVD 88     -      1684.0    (meters)    5525.     (feet)  VERTCON   
 KK1765  ___________________________________________________________________
 KK1765  LAPLACE CORR-         -13.36  (seconds)                    DEFLEC99
 KK1765  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 KK1765
 KK1765  HORZ ORDER  -  FIRST
 KK1765
 KK1765.The horizontal coordinates were established by classical geodetic methods
 KK1765.and adjusted by the National Geodetic Survey in January 1993..
 KK1765
 KK1765.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1765
 KK1765.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1765
 KK1765.The geoid height was determined by GEOID03.
 KK1765
 KK1765;                    North         East     Units Scale Factor Converg.
 KK1765;SPC CO C     -   522,886.017   947,355.534   MT  1.00000969   +0 14 33.6
 KK1765;SPC CO C     - 1,715,501.87  3,108,115.61   sFT  1.00000969   +0 14 33.6
 KK1765;UTM  13      - 4,405,258.726   490,134.480   MT  0.99960120   -0 04 25.5
 KK1765
 KK1765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1765!SPC CO C     -   0.99973847  x   1.00000969  =   0.99974816
 KK1765!UTM  13      -   0.99973847  x   0.99960120  =   0.99933978
 KK1765
 KK1765|---------------------------------------------------------------------|
 KK1765| PID    Reference Object                     Distance      Geod. Az  |
 KK1765|                                                           dddmmss.s |
 KK1765| CP6739 CAMP RM 1                             9.859 METERS 17032     |
 KK1765| KK1768 CAMP AZ MK                          APPROX. 0.9 KM 2140510.1 |
 KK1765| CP6740 CAMP RM 2                             7.568 METERS 25440     |
 KK1765|---------------------------------------------------------------------|
 KK1765
 KK1765                          SUPERSEDED SURVEY CONTROL
 KK1765
 KK1765  NAD 83(1986)-  39 47 50.03227(N)    105 06 54.84639(W) AD(       ) 1
 KK1765  NAD 27      -  39 47 50.08121(N)    105 06 52.89910(W) AD(       ) 1
 KK1765  NGVD 29 (07/19/86) 1683.0    (m)         5522.     (f) VERT ANG       
 KK1765
 KK1765.Superseded values are not recommended for survey control.
 KK1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1765.See file dsdata.txt to determine how the superseded data were derived.
 KK1765
 KK1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE9013405259(NAD 83)
 KK1765_MARKER: DS = TRIANGULATION STATION DISK
 KK1765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK1765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1765+STABILITY: SURFACE MOTION
 KK1765
 KK1765  HISTORY     - Date     Condition        Report By
 KK1765  HISTORY     - 1977     MONUMENTED       NGS
 KK1765
 KK1765                          STATION DESCRIPTION
 KK1765
 KK1765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1765'THE STATION IS LOCATED IN THE CITY OF ARVADA, 3/4 MILE NORTH
 KK1765'OF THE JUNCTION OF INTERSTATE HIGHWAY 70 AND KIPLING STREET,
 KK1765'ON A LOW HILL, ADJACENT TO AN ELEVATED WATER TANK, ON THE
 KK1765'GROUNDS OF THE COLORADO STATE TRAINING SCHOOL.
 KK1765'
 KK1765'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 70 AND
 KK1765'KIPLING STREET IN ARVADA, GO NORTH ON KIPLING STREET FOR 0.55
 KK1765'MILE TO A T-ROAD.  TURN LEFT, WEST, ON RIDGE ROAD FOR 0.1 MILE
 KK1765'TO A CROSS STREET AND THE SCHOOL ENTRANCE ON THE RIGHT.  (TO
 KK1765'REACH THE AZIMUTH MARK, CONTINUE WEST ON RIDGE ROAD FOR 0.5
 KK1765'MILE TO THE MARK ON THE RIGHT.) TURN RIGHT, NORTH, ON PAVED
 KK1765'STREET FOR 0.05 MILE TO A FORK.  KEEP LEFT, NORTH, THEN WEST,
 KK1765'ON THE PAVED STREET FOR 0.25 MILE TO A ROAD CURVE.  BEAR LEFT,
 KK1765'UPHILL, ON A DIRT ROAD FOR 0.1 MILE TO THE NORTH SIDE OF THE
 KK1765'ELEVATED TANK AND THE STATION.
 KK1765'
 KK1765'STATION MARKS, STAMPED---CAMP 1977---, ARE STANDARD DISKS.
 KK1765'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 KK1765'MONUMENT FLUSH WITH THE GROUND.  IT IS 56.2 FEET NORTH-
 KK1765'NORTHEAST OF THE WEST LEG OF THE TANK, 33.5 FEET NORTH OF THE
 KK1765'NORTH LEG OF THE TANK, 40 FEET SOUTH-SOUTHEAST OF A
 KK1765'PROMONTORY, AND 5 FEET EAST OF A LEG BASE TO A DISMANTLED
 KK1765'TANK.  THE UNDERGROUND DISK IS IN THE TOP OF AN IRREGULAR
 KK1765'CONCRETE MASS ABOUT 40 INCHES BELOW GROUND.
 KK1765'
 KK1765'REFERENCE MARK 1, STAMPED---CAMP NO 1 1977---, IS A STANDARD
 KK1765'DISK CEMENTED IN A DRILL HOLE IN THE NORTH CORNER OF THE NORTH
 KK1765'LEG BASE TO THE TANK.
 KK1765'
 KK1765'REFERENCE MARK 2, STAMPED---CAMP NO 2 1977---, IS A STANDARD
 KK1765'DISK CEMENTED IN A DRILL HOLE IN A LEG BASE TO THE DISMANTLED
 KK1765'TANK.  IT IS 47.5 FEET NORTH OF THE WEST LEG OF THE TANK, 45
 KK1765'FEET SOUTH OF THE PROMONTORY, 39 FEET NORTHWEST OF THE NORTH
 KK1765'LEG OF THE TANK, AND 13 FEET EAST OF THE WEST EDGE OF THE HILL.
 KK1765'
 KK1765'AZIMUTH MARK, STAMPED---CAMP 1977---, IS A STANDARD DISK SET IN
 KK1765'THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT FLUSH WITH THE
 KK1765'GROUND.  IT IS 73 FEET EAST OF THE EXTENDED CENTER OF PARFET
 KK1765'STREET, 28 FEET EAST OF A CHAIN LINK FENCE CORNER, 22.5 FEET
 KK1765'NORTH OF THE CENTER OF RIDGE ROAD, 2 FEET EAST OF A METAL
 KK1765'WITNESS POST, AND 1 FOOT SOUTH OF A FENCE.
 KK1765'
 KK1765'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE STATION AND
 KK1765'AZIMUTH MARKS.
 KK1765'
 KK1765'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1768 ***********************************************************************
 KK1768  DESIGNATION -  CAMP AZ MK
 KK1768  PID         -  KK1768
 KK1768  STATE/COUNTY-  CO/JEFFERSON
 KK1768  USGS QUAD   -  ARVADA (1994)
 KK1768
 KK1768                         *CURRENT SURVEY CONTROL
 KK1768  ___________________________________________________________________
 KK1768* NAD 83(1992)-  39 47 26.82587(N)    105 07 15.20774(W)     ADJUSTED  
 KK1768* NAVD 88     -      1658.3    (meters)    5441.     (feet)  VERTCON   
 KK1768  ___________________________________________________________________
 KK1768  LAPLACE CORR-         -13.71  (seconds)                    DEFLEC99
 KK1768  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 KK1768
 KK1768  HORZ ORDER  -  SECOND
 KK1768
 KK1768.The horizontal coordinates were established by classical geodetic methods
 KK1768.and adjusted by the National Geodetic Survey in January 1993..
 KK1768
 KK1768.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1768
 KK1768.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1768
 KK1768.The geoid height was determined by GEOID03.
 KK1768
 KK1768;                    North         East     Units Scale Factor Converg.
 KK1768;SPC CO C     -   522,168.135   946,874.165   MT  1.00000832   +0 14 20.8
 KK1768;SPC CO C     - 1,713,146.62  3,106,536.32   sFT  1.00000832   +0 14 20.8
 KK1768;UTM  13      - 4,404,543.805   489,649.352   MT  0.99960132   -0 04 38.5
 KK1768
 KK1768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1768!SPC CO C     -   0.99974249  x   1.00000832  =   0.99975081
 KK1768!UTM  13      -   0.99974249  x   0.99960132  =   0.99934392
 KK1768
 KK1768                          SUPERSEDED SURVEY CONTROL
 KK1768
 KK1768  NAD 83(1986)-  39 47 26.82210(N)    105 07 15.20556(W) AD(       ) 2
 KK1768  NAD 27      -  39 47 26.87060(N)    105 07 13.25746(W) AD(       ) 2
 KK1768  NGVD 29 (07/19/86) 1657.3    (m)         5437.     (f) VERT ANG       
 KK1768
 KK1768.Superseded values are not recommended for survey control.
 KK1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1768.See file dsdata.txt to determine how the superseded data were derived.
 KK1768
 KK1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE8964904544(NAD 83)
 KK1768_MARKER: DS = TRIANGULATION STATION DISK
 KK1768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK1768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1768+STABILITY: SURFACE MOTION
 KK1768
 KK1768  HISTORY     - Date     Condition        Report By
 KK1768  HISTORY     - 1977     MONUMENTED       NGS
 KK1768
 KK1768                          STATION DESCRIPTION
 KK1768
 KK1768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1768'THE STATION LOCATED IN THE CITY OF ARVADA, 3/4 MILE NORTHWEST
 KK1768'OF THE JUNCTION OF INTERSTATE HIGHWAY 70 AND KIPLING STREET,
 KK1768'1/2 MILE WEST OF THE JUNCTION OF KIPLING STREET AND RIDGE ROAD,
 KK1768'ALONG THE NORTH SIDE OF RIDGE ROAD AND ON THE ROAD
 KK1768'RIGHT-OF-WAY.
 KK1768'
 KK1768'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 KK1768'70 AND KIPLING STREET IN ARAVADA, GO NORTH ON KIPLING STREET
 KK1768'FOR 0.55 MILE TO A T-ROAD.  TURN LEFT AND GO WEST ON RIDGE
 KK1768'ROAD FOR 0.6 MILE TO THE STATION ON THE RIGHT.
 KK1768'
 KK1768'STATION MARK, STAMPED---CAMP 1977---, IS A STANDARD AZIMUTH
 KK1768'MARK DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 KK1768'FLUSH WITH THE GROUND SURFACE.  IT IS 73 FEET EAST OF THE
 KK1768'EXTENDED CENTER OF PARFET STREET, 28 FEET EAST OF A CHAIN
 KK1768'LINK FENCE CORNER, 22.5 FEET NORTH OF THE CENTER OF RIDGE
 KK1768'ROAD, 2 FEET EAST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF
 KK1768'A FENCE.
 KK1768'
 KK1768'AN ELECTRONIC TRAVERSE TIE WAS MADE TO TRIANGULATION STATION
 KK1768'---CAMP---.
 KK1768'
 KK1768'HEIGHT OF LIGHT SHOWN ABOVE THE STATION MARK WAS 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0709 ***********************************************************************
 KL0709  DESIGNATION -  CAMPBELL
 KL0709  PID         -  KL0709
 KL0709  STATE/COUNTY-  CO/MESA
 KL0709  USGS QUAD   -  VEGA RESERVOIR (1982)
 KL0709
 KL0709                         *CURRENT SURVEY CONTROL
 KL0709  ___________________________________________________________________
 KL0709* NAD 83(1992)-  39 14 02.23136(N)    107 48 23.66109(W)     ADJUSTED  
 KL0709* NAVD 88     -      2688.2    (meters)    8820.     (feet)  VERTCON   
 KL0709  ___________________________________________________________________
 KL0709  LAPLACE CORR-           5.41  (seconds)                    DEFLEC99
 KL0709  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 KL0709
 KL0709  HORZ ORDER  -  SECOND
 KL0709
 KL0709.The horizontal coordinates were established by classical geodetic methods
 KL0709.and adjusted by the National Geodetic Survey in January 1993..
 KL0709
 KL0709.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0709
 KL0709.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0709
 KL0709.The geoid height was determined by GEOID03.
 KL0709
 KL0709;                    North         East     Units Scale Factor Converg.
 KL0709;SPC CO C     -   462,808.010   715,285.045   MT  0.99993859   -1 27 17.0
 KL0709;SPC CO C     - 1,518,395.95  2,346,731.02   sFT  0.99993859   -1 27 17.0
 KL0709;UTM  13      - 4,346,493.365   257,756.744   MT  1.00032260   -1 46 33.6
 KL0709
 KL0709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0709!SPC CO C     -   0.99958084  x   0.99993859  =   0.99951945
 KL0709!UTM  13      -   0.99958084  x   1.00032260  =   0.99990330
 KL0709
 KL0709|---------------------------------------------------------------------|
 KL0709| PID    Reference Object                     Distance      Geod. Az  |
 KL0709|                                                           dddmmss.s |
 KL0709| CM6188 CAMPBELL RM 1                                      16538     |
 KL0709| CM6189 CAMPBELL RM 2                                      28438     |
 KL0709| KL0717 CAMPBELL AZ MK                      APPROX. 2.7 KM 3214220.7 |
 KL0709|---------------------------------------------------------------------|
 KL0709
 KL0709                          SUPERSEDED SURVEY CONTROL
 KL0709
 KL0709  NAD 83(1986)-  39 14 02.22898(N)    107 48 23.65624(W) AD(       ) 2
 KL0709  NAD 27      -  39 14 02.30300(N)    107 48 21.43300(W) AD(       ) 2
 KL0709  NGVD 29 (05/18/92) 2686.8    (m)         8815.     (f) VERT ANG       
 KL0709
 KL0709.Superseded values are not recommended for survey control.
 KL0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0709.See file dsdata.txt to determine how the superseded data were derived.
 KL0709
 KL0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD5775746493(NAD 83)
 KL0709_MARKER: DS = TRIANGULATION STATION DISK
 KL0709_SETTING: 80 = SET IN A BOULDER
 KL0709_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KL0709_STAMPING: CAMPBELL 1937
 KL0709_MARK LOGO: CGS   
 KL0709_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0709
 KL0709  HISTORY     - Date     Condition        Report By
 KL0709  HISTORY     - 1937     MONUMENTED       CGS
 KL0709  HISTORY     - 1959     GOOD             USGS
 KL0709  HISTORY     - 19920604 GOOD             KOOGLE
 KL0709  HISTORY     - 19920604 GOOD             KOOGLE
 KL0709
 KL0709                          STATION DESCRIPTION
 KL0709
 KL0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KL0709'THIS STATION IS ON THE HIGHEST POINT OF CAMPBELL MOUNTAIN,
 KL0709'A PROMINENT BRUSHY RIDGE LYING IN THE FORKS OF THE HIGHTOWER
 KL0709'AND MEADOWS ROADS.  IT IS ABOUT 1.0 MILE SE OF THE CAMPBELL
 KL0709'RANCH, AND ABOUT 8.0 MILES E OF COLLBRAN, AND IS THE HIGHEST
 KL0709'POINT IN THE VICINITY.
 KL0709'
 KL0709'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISK STATION
 KL0709'MARKS WEDGED IN DRILL HOLES IN BOULDERS.
 KL0709'
 KL0709'THE AZIMUTH MARK FOR THIS STATION IS CAMPBELL AZIMUTH, OCCUPIED
 KL0709'AS A SEPARATE STATION.
 KL0709'
 KL0709'TO REACH FROM COLLBRAN, GO N UP THE MAIN STREET, CROSS BRIDGE
 KL0709'AND THEN FOLLOW THE MAIN GRADED ROAD TO THE RIGHT UP ON A
 KL0709'BENCH AND E ALONG BUZZARD CREEK 6.7 MILES.  HERE TAKE RIGHT
 KL0709'FORK, AND FOLLOW THE MEADOWS ROAD SE ALONG THE BASE OF A
 KL0709'MOUNTAIN 3.0 MILES TO A MAIL BOX, ON THE LEFT.  HERE THERE IS
 KL0709'A RANCH ROAD LEADING BACK SHARPLY TO THE LEFT.  GO 0.2 MILE
 KL0709'TO THIS RANCH ROAD TO THE CAMPBELL RANCH.  TURN RIGHT THROUGH
 KL0709'A POLE GATE S OF THE RANCH HOUSE, THROUGH A LANE 0.2 MILE TO
 KL0709'THE FOOT OF A HILL AND THE END OF TRUCK TRAVEL.  FROM HERE
 KL0709'THE STATION SITE IS NOT VISIBLE.  IT IS ABOUT 1.0 MILE SE ON
 KL0709'THE FIRST BRUSHY RIDGE BEHIND THE ONE IN THE FOREGROUND.
 KL0709'TO REACH FROM END OF TRUCK TRAVEL GO RIGHT ABOUT 100 YARDS
 KL0709'TO WHERE A TRAIL LEADS UP THE HILL TO THE E, AND PASSES
 KL0709'TO THE RIGHT OF THE FIRST HILL AND THEN BREAKS UP INTO
 KL0709'MANY STOCK TRAILS.  WHEN PAST THE FIRST HILL GO LEFT TO
 KL0709'THE SADDLE BETWEEN THE TWO HILLS, KEEPING TO STOCK TRAILS TO
 KL0709'AVOID DENSE BRUSH.  HERE TURN RIGHT AND FOLLOW THE RIDGE TO
 KL0709'THE HIGHEST POINT AND STATION SITE.  TIME OF PACK IS
 KL0709'ABOUT 1 HOUR.
 KL0709
 KL0709                          STATION RECOVERY (1959)
 KL0709
 KL0709'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KL0709'STATION FOUND IN GOOD CONDITION AS DESCRIBED.
 KL0709'
 KL0709'A JEEP RD. HAS BEEN MADE FROM THE E. SIDE, WHICH GOES UP THE S. SIDE
 KL0709'OF THE RIDGE.  FROM THE END OF TRUCK TRAVEL IT IS A 15-MINUTE PACK
 KL0709'TO THE STATION.
 KL0709'
 KL0709'STATION MARK--USC AND GS STANDARD TABLET STAMPED ---CAMPBELL 1937---.
 KL0709
 KL0709                          STATION RECOVERY (1992)
 KL0709
 KL0709'RECOVERY NOTE BY KOOGLE AND POULS ENGINEERS 1992 (WEK)
 KL0709'USED IN GPS SURVEY, TO SUPPORT PHOTO CONTROL AT VEGA RESERVOIR, COLO.
 KL0709'FOUND AS DESCRIBED, BOTH RMS 1 AND 2 FOUND IN GOOD CONDITION.
 KL0709
 KL0709                          STATION RECOVERY (1992)
 KL0709
 KL0709'RECOVERY NOTE BY KOOGLE AND POULS ENGINEERS 1992 (WEK)
 KL0709'USED IN GPS SURVEY, TO SUPPORT PHOTO CONTROL AT VEGA RESERVOIR, COLO.
 KL0709'FOUND AS DESCRIBED, BOTH RMS 1 AND 2 FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0439 ***********************************************************************
 JM0439  DESIGNATION -  CAMPBELL ABANDONDED
 JM0439  PID         -  JM0439
 JM0439  STATE/COUNTY-  CO/MESA
 JM0439  USGS QUAD   -  UNCOMPAHGRE BUTTE (1973)
 JM0439
 JM0439                         *CURRENT SURVEY CONTROL
 JM0439  ___________________________________________________________________
 JM0439* NAD 83(1992)-  38 31 34.54837(N)    108 41 33.16933(W)     ADJUSTED  
 JM0439* NAVD 88     -      2625.9    (meters)    8615.     (feet)  VERTCON   
 JM0439  ___________________________________________________________________
 JM0439  LAPLACE CORR-          14.77  (seconds)                    DEFLEC99
 JM0439  GEOID HEIGHT-         -17.56  (meters)                     GEOID03
 JM0439
 JM0439  HORZ ORDER  -  THIRD
 JM0439
 JM0439.The horizontal coordinates were established by classical geodetic methods
 JM0439.and adjusted by the National Geodetic Survey in November 1997..
 JM0439
 JM0439.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0439
 JM0439.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0439
 JM0439.The geoid height was determined by GEOID03.
 JM0439
 JM0439;                    North         East     Units Scale Factor Converg.
 JM0439;SPC CO C     -   386,612.285   636,069.503   MT  0.99998588   -2 00 48.6
 JM0439;SPC CO C     - 1,268,410.47  2,086,838.03   sFT  0.99998588   -2 00 48.6
 JM0439;SPC CO S     -   515,951.712   636,057.382   MT  1.00001828   -1 57 29.7
 JM0439;SPC CO S     - 1,692,751.58  2,086,798.26   sFT  1.00001828   -1 57 29.7
 JM0439;UTM  12      - 4,266,731.257   701,144.218   MT  1.00009827   +1 26 15.8
 JM0439
 JM0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0439!SPC CO C     -   0.99959090  x   0.99998588  =   0.99957679
 JM0439!SPC CO S     -   0.99959090  x   1.00001828  =   0.99960917
 JM0439!UTM  12      -   0.99959090  x   1.00009827  =   0.99968913
 JM0439
 JM0439                          SUPERSEDED SURVEY CONTROL
 JM0439
 JM0439  NAD 83(1992)-  38 31 34.54464(N)    108 41 33.17334(W) AD(       ) 3
 JM0439  NAD 83(1986)-  38 31 34.54183(N)    108 41 33.16576(W) AD(       ) 3
 JM0439  NAD 27      -  38 31 34.58327(N)    108 41 30.81024(W) AD(       ) 3
 JM0439  NGVD 29 (07/19/86) 2624.6    (m)         8611.     (f) VERT ANG       
 JM0439
 JM0439.Superseded values are not recommended for survey control.
 JM0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0439.See file dsdata.txt to determine how the superseded data were derived.
 JM0439
 JM0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH0114466731(NAD 83)
 JM0439_MARKER: Z = SEE DESCRIPTION
 JM0439_SETTING: 0 = UNSPECIFIED SETTING
 JM0439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0439
 JM0439  HISTORY     - Date     Condition        Report By
 JM0439  HISTORY     - 1947     MONUMENTED       USGS
 JM0439
 JM0439                          STATION DESCRIPTION
 JM0439
 JM0439'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JM0439'ABANDONED DUE TO MONUMENTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0717 ***********************************************************************
 KL0717  DESIGNATION -  CAMPBELL AZ MK
 KL0717  PID         -  KL0717
 KL0717  STATE/COUNTY-  CO/MESA
 KL0717  USGS QUAD   -  SOUTH MAMM PEAK (1982)
 KL0717
 KL0717                         *CURRENT SURVEY CONTROL
 KL0717  ___________________________________________________________________
 KL0717* NAD 83(1992)-  39 15 10.81683(N)    107 49 33.31975(W)     ADJUSTED  
 KL0717* NAVD 88     -      2551.     (meters)    8369.     (feet)  SCALED    
 KL0717  ___________________________________________________________________
 KL0717  LAPLACE CORR-           5.25  (seconds)                    DEFLEC99
 KL0717  GEOID HEIGHT-         -15.48  (meters)                     GEOID03
 KL0717
 KL0717  HORZ ORDER  -  SECOND
 KL0717
 KL0717.The horizontal coordinates were established by classical geodetic methods
 KL0717.and adjusted by the National Geodetic Survey in January 1993..
 KL0717
 KL0717.The orthometric height was scaled from a topographic map.
 KL0717
 KL0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0717
 KL0717.The geoid height was determined by GEOID03.
 KL0717
 KL0717;                    North         East     Units Scale Factor Converg.
 KL0717;SPC CO C     -   464,964.878   713,669.179   MT  0.99993942   -1 28 01.0
 KL0717;SPC CO C     - 1,525,472.27  2,341,429.63   sFT  0.99993942   -1 28 01.0
 KL0717;UTM  13      - 4,348,660.112   256,152.389   MT  1.00033220   -1 47 20.3
 KL0717
 KL0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0717!SPC CO C     -   0.99960230  x   0.99993942  =   0.99954175
 KL0717!UTM  13      -   0.99960230  x   1.00033220  =   0.99993437
 KL0717
 KL0717:                Primary Azimuth Mark                     Grid Az
 KL0717:SPC CO C     -  CAMPBELL                                 143 09 37.7
 KL0717:UTM  13      -  CAMPBELL                                 143 28 57.0
 KL0717
 KL0717|---------------------------------------------------------------------|
 KL0717| PID    Reference Object                     Distance      Geod. Az  |
 KL0717|                                                           dddmmss.s |
 KL0717| KL0709 CAMPBELL                            APPROX. 2.7 KM 1414136.7 |
 KL0717|---------------------------------------------------------------------|
 KL0717
 KL0717                          SUPERSEDED SURVEY CONTROL
 KL0717
 KL0717  NAD 83(1986)-  39 15 10.81424(N)    107 49 33.31467(W) AD(       ) 2
 KL0717  NAD 27      -  39 15 10.88700(N)    107 49 31.08700(W) AD(       ) 2
 KL0717
 KL0717.Superseded values are not recommended for survey control.
 KL0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0717.See file dsdata.txt to determine how the superseded data were derived.
 KL0717
 KL0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD5615248660(NAD 83)
 KL0717_MARKER: DS = TRIANGULATION STATION DISK
 KL0717_SETTING: 80 = SET IN A BOULDER
 KL0717_SP_SET: SET IN DRILL HOLE IN A BOULDER
 KL0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0717+STABILITY: SURFACE MOTION
 KL0717
 KL0717  HISTORY     - Date     Condition        Report By
 KL0717  HISTORY     - 1937     MONUMENTED       CGS
 KL0717
 KL0717                          STATION DESCRIPTION
 KL0717
 KL0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KL0717'THIS STATION IS THE AZIMUTH MARK FOR CAMPBELL.  IT WAS OCCUPIED
 KL0717'TO CUT DOWN THE DISTANCE BETWEEN BOUNDARY STATIONS TO THE
 KL0717'ALLOWABLE LIMITS.  THE MARK IS A STANDARD AZIMUTH DISK STAMPED
 KL0717'CAMPBELL 1937 AND THERE ARE NO REFERENCE MARKS.  THE STATION
 KL0717'IS APPROXIMATELY 7 MILES E BY N OF COLLBRAN, ON THE SUMMIT
 KL0717'OF A PROMINENT PEAK AT THE NW END OF CAMPBELL MOUNTAIN, THE
 KL0717'HIGH, BRUSHY, RIDGE LYING IN THE FORKS OF THE MEADOWS AND
 KL0717'HIGHTOWER ROAD, KNOWN LOCALLY AS PINON POINT, ABOUT 2.0 MILES SE
 KL0717'OF CAMPBELL, 1-1/2 MILES N OF THE CAMPBELL RANCH, 1 MILE E OF THE
 KL0717'COLLBRAN-MEADOWS ROAD, IN THE APPROXIMATE CENTER OF THE ROUNDED
 KL0717'SUMMIT WHICH IS BARE AND ROCKY EXCEPT FOR A SCATTERED GROWTH
 KL0717'OF SCRUB OAK ON THE S SLOPE.
 KL0717'
 KL0717'SURFACE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 KL0717'DRILL HOLES IN BOULDERS.
 KL0717'
 KL0717'TO REACH THE STATION FROM THE STOCKMENS BANK AT COLLBRAN, GO
 KL0717'N ON THE MAIN STREET FOR 0.1 MILE AND TURN RIGHT ON THE
 KL0717'MAIN-TRAVELED ROAD UP BUZZARDS CREEK.  THENCE E FOR 6.7 MILES
 KL0717'AND KEEP RIGHT FORK AT SIGN MEADOWS, THENCE ALONG SIDE OF THE
 KL0717'MOUNTAIN FOR 3.0 MILES AND TURN RIGHT ON T-ROAD AT MAIL BOX,
 KL0717'THENCE 0.2 MILE AND TURN RIGHT INTO LANE AT THE CAMPBELL
 KL0717'RANCH HOUSE.  THENCE 0.2 MILE AND TURN LEFT ON OLD ROAD AT
 KL0717'TELEPHONE LINE.  THENCE 0.7 MILE TO END OF TRUCK TRAVEL AT N
 KL0717'EDGE OF MEADOW.  CROSS DEEP WASH AND GO NE UP THE BRUSHY
 KL0717'SLOPE, ANGLING TOWARDS A SHALLOW SADDLE VISIBLE ON THE SKYLINE
 KL0717'FOR ABOUT 1/2 MILE TO THE SADDLE.  THENCE EASTERLY ALONG THE
 KL0717'RIDGE FOR ABOUT 3/8 MILE TO THE STATION ON THE HIGHEST
 KL0717'LOCAL POINT.  ABOUT 7/8 MILE, 25 MINUTES EASY PACKING.
 KL0717'
 KL0717'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1271 ***********************************************************************
 JK1271  DESIGNATION -  CANAL
 JK1271  PID         -  JK1271
 JK1271  STATE/COUNTY-  CO/FREMONT
 JK1271  USGS QUAD   -  FLORENCE SE (1989)
 JK1271
 JK1271                         *CURRENT SURVEY CONTROL
 JK1271  ___________________________________________________________________
 JK1271* NAD 83(1992)-  38 22 16.55911(N)    105 04 11.87733(W)     ADJUSTED  
 JK1271* NAVD 88     -      1666.9    (meters)    5469.     (feet)  VERTCON   
 JK1271  ___________________________________________________________________
 JK1271  LAPLACE CORR-          -8.80  (seconds)                    DEFLEC99
 JK1271  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 JK1271
 JK1271  HORZ ORDER  -  THIRD
 JK1271
 JK1271.The horizontal coordinates were established by classical geodetic methods
 JK1271.and adjusted by the National Geodetic Survey in January 1993..
 JK1271
 JK1271.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1271
 JK1271.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1271
 JK1271.The geoid height was determined by GEOID03.
 JK1271
 JK1271;                    North         East     Units Scale Factor Converg.
 JK1271;SPC CO C     -   364,604.656   951,982.040   MT  1.00001641   +0 16 16.4
 JK1271;SPC CO C     - 1,196,207.11  3,123,294.41   sFT  1.00001641   +0 16 16.4
 JK1271;UTM  13      - 4,247,011.422   493,888.277   MT  0.99960046   -0 02 36.4
 JK1271
 JK1271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1271!SPC CO C     -   0.99974121  x   1.00001641  =   0.99975762
 JK1271!UTM  13      -   0.99974121  x   0.99960046  =   0.99934178
 JK1271
 JK1271:                Primary Azimuth Mark                     Grid Az
 JK1271:SPC CO C     -  WILLOW CREEK                             112 59 29.1
 JK1271:UTM  13      -  WILLOW CREEK                             113 18 21.9
 JK1271
 JK1271|---------------------------------------------------------------------|
 JK1271| PID    Reference Object                     Distance      Geod. Az  |
 JK1271|                                                           dddmmss.s |
 JK1271| JK1144 WILLOW CREEK                        APPROX. 7.3 KM 1131545.5 |
 JK1271|---------------------------------------------------------------------|
 JK1271
 JK1271                          SUPERSEDED SURVEY CONTROL
 JK1271
 JK1271  NAD 83(1986)-  38 22 16.54916(N)    105 04 11.87839(W) AD(       ) 3
 JK1271  NAD 27      -  38 22 16.54017(N)    105 04 09.89478(W) AD(       ) 3
 JK1271  NGVD 29 (07/19/86) 1665.9    (m)         5466.     (f) VERT ANG       
 JK1271
 JK1271.Superseded values are not recommended for survey control.
 JK1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1271.See file dsdata.txt to determine how the superseded data were derived.
 JK1271
 JK1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC9388847011(NAD 83)
 JK1271
 JK1271  HISTORY     - Date     Condition        Report By
 JK1271  HISTORY     - 1947     MONUMENTED       USGS
 JK1271  HISTORY     - 1951     GOOD             USGS
 JK1271  HISTORY     - 1957     GOOD             USGS
 JK1271  HISTORY     - 1959     GOOD             USGS
 JK1271
 JK1271                          STATION DESCRIPTION
 JK1271
 JK1271'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JK1271'RECOVERED AS DESCRIBED.
 JK1271
 JK1271                          STATION RECOVERY (1957)
 JK1271
 JK1271'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 JK1271'RECOVERED AS DESCRIBED.
 JK1271
 JK1271                          STATION RECOVERY (1959)
 JK1271
 JK1271'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 JK1271'LOCATED ABOUT 2 MI. (AIRLINE) ESE. OF FLORENCE, ABOUT 0.25 MI. SW. OF
 JK1271'HIGHWAY OVERPASS, ON THE SE. CORNER OF A SMALL MESA, ABOUT 450 FT. S.
 JK1271'OF PROMINENT EXTENDED POINT.
 JK1271'
 JK1271'TO REACH STATION FROM FLORENCE POST OFFICE, PROCEED S. FOR 3 BLOCKS
 JK1271'TO DENVER AND RIO GRANDE RAILROAD DEPOT, TURN LEFT (E.) AND FOLLOW
 JK1271'STATE HIGHWAY 67 FOR 0.7 MI. TO SIDE RD.  TURN LEFT AND PROCEED ON
 JK1271'GRAVEL TOP RD. FOR 2.3 MI.  TURN LEFT (N.) THROUGH GATE AND GO 0.5
 JK1271'MI. ON DIM RD.  TURN RIGHT AND PROCEED ACROSS COUNTRY FOR 0.3 MI.
 JK1271'TO BASE OF HILLS.  END OF TRUCK TRAVEL.  PACK TO TOP OF NW. SMALL
 JK1271'MESA AND STATION.  A 10 MINUTE PACK.   FOUND AS DESCRIBED IN GOOD
 JK1271'CONDITION.
 JK1271'
 JK1271'STATION MARK--STANDARD TABLET, STAMPED ---CANAL 1947---, CEMENTED
 JK1271'IN BEDROCK.
 JK1271'
 JK1271'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---CANAL
 JK1271'NO. 1---, CEMENTED IN EMBEDDED ROCK ON W. SIDE OF RIDGE, AT A
 JK1271'DISTANCE OF 29 FT., N 88 DEG 44 MIN W.
 JK1271'
 JK1271'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---CANAL
 JK1271'NO. 2---, CEMENTED IN EMBEDDED ROCK ON E. SIDE OF RIDGE, AT A
 JK1271'DISTANCE OF 31.60 FT., N 22 DEG 41 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0640 ***********************************************************************
 HL0640  DESIGNATION -  CANBY
 HL0640  PID         -  HL0640
 HL0640  STATE/COUNTY-  CO/SAN JUAN
 HL0640  USGS QUAD   -  HOWARDSVILLE (1955)
 HL0640
 HL0640                         *CURRENT SURVEY CONTROL
 HL0640  ___________________________________________________________________
 HL0640* NAD 83(1992)-  37 47 58.48660(N)    107 32 44.71878(W)     ADJUSTED  
 HL0640* NAVD 88     -      4110.4    (meters)   13486.     (feet)  VERTCON   
 HL0640  ___________________________________________________________________
 HL0640  LAPLACE CORR-           3.88  (seconds)                    DEFLEC99
 HL0640  GEOID HEIGHT-         -15.29  (meters)                     GEOID03
 HL0640
 HL0640  HORZ ORDER  -  THIRD
 HL0640
 HL0640.The horizontal coordinates were established by classical geodetic methods
 HL0640.and adjusted by the National Geodetic Survey in January 1993..
 HL0640
 HL0640.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0640
 HL0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0640
 HL0640.The geoid height was determined by GEOID03.
 HL0640
 HL0640;                    North         East     Units Scale Factor Converg.
 HL0640;SPC CO S     -   432,508.374   734,254.407   MT  0.99994558   -1 15 17.4
 HL0640;SPC CO S     - 1,418,987.89  2,408,966.33   sFT  0.99994558   -1 15 17.4
 HL0640;UTM  13      - 4,186,631.350   275,864.056   MT  1.00021880   -1 33 39.4
 HL0640
 HL0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0640!SPC CO S     -   0.99935782  x   0.99994558  =   0.99930344
 HL0640!UTM  13      -   0.99935782  x   1.00021880  =   0.99957648
 HL0640
 HL0640:                Primary Azimuth Mark                     Grid Az
 HL0640:SPC CO S     -  GALENA                                   337 06 56.9
 HL0640:UTM  13      -  GALENA                                   337 25 18.9
 HL0640
 HL0640|---------------------------------------------------------------------|
 HL0640| PID    Reference Object                     Distance      Geod. Az  |
 HL0640|                                                           dddmmss.s |
 HL0640| HL0641 GALENA                              APPROX. 3.4 KM 3355139.5 |
 HL0640|---------------------------------------------------------------------|
 HL0640
 HL0640                          SUPERSEDED SURVEY CONTROL
 HL0640
 HL0640  NAD 83(1986)-  37 47 58.47414(N)    107 32 44.73405(W) AD(       ) 3
 HL0640  NAD 27      -  37 47 58.50274(N)    107 32 42.53814(W) AD(       ) 3
 HL0640  NGVD 29 (07/19/86) 4108.5    (m)        13479.     (f) VERT ANG       
 HL0640
 HL0640.Superseded values are not recommended for survey control.
 HL0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0640.See file dsdata.txt to determine how the superseded data were derived.
 HL0640
 HL0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB7586486631(NAD 83)
 HL0640
 HL0640  HISTORY     - Date     Condition        Report By
 HL0640  HISTORY     - UNK      MONUMENTED       USGS
 HL0640  HISTORY     - 1952     GOOD             USGS
 HL0640
 HL0640                          STATION DESCRIPTION
 HL0640
 HL0640'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 HL0640'ON THE SUMMIT OF CANBY MTN., ON THE CONTINENTAL DIVIDE, ABOUT 0.5 MI.
 HL0640'N. OF STONY PASS, AT HEAD OF STONY AND MAGGIE GULCHES AND RIO GRANDE.
 HL0640'ANIMALS CAN BE TAKEN TO STATION EITHER FROM STONY PASS OR FROM THE
 HL0640'BUFFALO BOY MINE, IN ROCKY GULCH.
 HL0640'
 HL0640'STATION MARK--STANDARD BRONZE TABLET, CEMENTED IN ROCK IN PLACE,
 HL0640'UNDER CENTER OF CAIRN, 4 FT. IN DIAMETER AT BASE AND 8 FT. HIGH.
 HL0640'
 HL0640'REFERENCE MARK--BRONZE REFERENCE TABLET, CEMENTED IN ROCK, 22.6 FT.
 HL0640'FROM STATION, S 27 DEG 29 MIN E.
 HL0640'
 HL0640'NOTE--REFERENCE MARK WAS NOT SEARCHED FOR (1952).  REFERENCE MARK
 HL0640'AZIMUTH DISTANCE IS BY T. T. RANNEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0791 ***********************************************************************
 JL0791  DESIGNATION -  CANNIBAL
 JL0791  PID         -  JL0791
 JL0791  STATE/COUNTY-  CO/HINSDALE
 JL0791  USGS QUAD   -  POWDERHORN LAKES (1982)
 JL0791
 JL0791                         *CURRENT SURVEY CONTROL
 JL0791  ___________________________________________________________________
 JL0791* NAD 83(1992)-  38 07 34.76559(N)    107 12 25.71849(W)     ADJUSTED  
 JL0791* NAVD 88     -      3856.9    (meters)   12654.     (feet)  VERTCON   
 JL0791  ___________________________________________________________________
 JL0791  LAPLACE CORR-           4.07  (seconds)                    DEFLEC99
 JL0791  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 JL0791
 JL0791  HORZ ORDER  -  FIRST
 JL0791
 JL0791.The horizontal coordinates were established by classical geodetic methods
 JL0791.and adjusted by the National Geodetic Survey in January 1993..
 JL0791
 JL0791.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0791
 JL0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0791
 JL0791.The geoid height was determined by GEOID03.
 JL0791
 JL0791;                    North         East     Units Scale Factor Converg.
 JL0791;SPC CO S     -   468,168.705   764,731.306   MT  0.99995836   -1 02 49.6
 JL0791;SPC CO S     - 1,535,983.49  2,508,955.96   sFT  0.99995836   -1 02 49.6
 JL0791;SPC CO C     -   338,732.003   764,713.672   MT  1.00007936   -1 04 36.0
 JL0791;SPC CO C     - 1,111,323.25  2,508,898.11   sFT  1.00007936   -1 04 36.0
 JL0791;UTM  13      - 4,222,132.260   306,540.046   MT  1.00006097   -1 21 47.2
 JL0791
 JL0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0791!SPC CO S     -   0.99939750  x   0.99995836  =   0.99935589
 JL0791!SPC CO C     -   0.99939750  x   1.00007936  =   0.99947681
 JL0791!UTM  13      -   0.99939750  x   1.00006097  =   0.99945843
 JL0791
 JL0791:                Primary Azimuth Mark                     Grid Az
 JL0791:SPC CO S     -  CANNIBAL AZ MK                           161 36 42.4
 JL0791:SPC CO C     -  CANNIBAL AZ MK                           161 38 28.8
 JL0791:UTM  13      -  CANNIBAL AZ MK                           161 55 40.0
 JL0791
 JL0791|---------------------------------------------------------------------|
 JL0791| PID    Reference Object                     Distance      Geod. Az  |
 JL0791|                                                           dddmmss.s |
 JL0791| CM6195 CANNIBAL AZ MK                                     1603352.8 |
 JL0791| CM6196 CANNIBAL RM 1                         9.722 METERS 16651     |
 JL0791| CM6197 CANNIBAL RM 2                        18.640 METERS 28218     |
 JL0791|---------------------------------------------------------------------|
 JL0791
 JL0791                          SUPERSEDED SURVEY CONTROL
 JL0791
 JL0791  NAD 83(1986)-  38 07 34.76124(N)    107 12 25.72315(W) AD(       ) 1
 JL0791  NAD 27      -  38 07 34.77920(N)    107 12 23.52790(W) AD(       ) 1
 JL0791  NGVD 29 (07/19/86) 3854.9    (m)        12647.     (f) VERT ANG       
 JL0791
 JL0791.Superseded values are not recommended for survey control.
 JL0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0791.See file dsdata.txt to determine how the superseded data were derived.
 JL0791
 JL0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC0654022132(NAD 83)
 JL0791_MARKER: DS = TRIANGULATION STATION DISK
 JL0791_SETTING: 0 = UNSPECIFIED SETTING
 JL0791
 JL0791  HISTORY     - Date     Condition        Report By
 JL0791  HISTORY     - 1958     MONUMENTED       CGS
 JL0791
 JL0791                          STATION DESCRIPTION
 JL0791
 JL0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 JL0791'THE STATION IS ON THE HIGHEST POINT OF WHAT IS LOCALLY KNOWN AS
 JL0791'CANNIBAL PLATEAU, NEAR THE NORTHWEST EDGE OF THE RIDGE, BETWEEN
 JL0791'THE HEAD OF DEVILS CREEK AND POWDERHORN LAKE, ABOUT 2-1/4
 JL0791'MILES NORTH OF DEVILS LAKE, 1 MILE SOUTHWEST OF POWDERHORN LAKE
 JL0791'AND 1-3/4 MILES SOUTH OF THE GUNNISON-HINSDALE COUNTY LINE.
 JL0791'
 JL0791'TO REACH THE STATION FROM THE POST OFFICE IN LAKE CITY, GO SOUTH
 JL0791'ON STATE HIGHWAY 149 FOR 1.7 MILES TO MR. VICKERS RANCH ON THE
 JL0791'LEFT, MR. VICKERS WILL FURNISH PACK HORSES AND SADDLE HORSES
 JL0791'AND A GUIDE TO LEAD THE WAY TO THE STATION.  A TRUCK MAY BE
 JL0791'DRIVEN TO WATERDOG LAKE, A DISTANCE OF 5 MILES FROM VICKERS
 JL0791'RANCH.  IT IS A HARD HORSE PACK AND WILL TAKE 4-1/2 TO 5 HOURS
 JL0791'TO REACH THE STATION FROM WATERDOG LAKE.
 JL0791'
 JL0791'THE STATION MARK IS A STANDARD DISK, STAMPED CANNIBAL 1958,
 JL0791'BRAZED TO THE TOP OF A 2-INCH IRON PIPE PROJECTING 6 INCHES.
 JL0791'IT IS 212 FEET NORTH-NORTHWEST OF A 6-FOOT HIGH CAIRN.
 JL0791'
 JL0791'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CANNIBAL NO 1 1958,
 JL0791'CEMENTED IN THE TOP OF A 4 X 5 FOOT BOULDER PROJECTING 8 INCHES.
 JL0791'IT IS 182.5 FEET NORTH OF THE CAIRN.
 JL0791'
 JL0791'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CANNIBAL NO 2
 JL0791'1958, CEMENTED IN A DRILL HOLE IN THE TOP OF A 1-1/2 X 4 FOOT
 JL0791'BOULDER PROJECTING 12 INCHES.  IT IS 225 FEET NORTHWEST OF THE
 JL0791'CAIRN.
 JL0791'
 JL0791'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CANNIBAL 1958,
 JL0791'CEMENTED IN A DRILL HOLE IN THE TOP OF A 3 X 4 FOOT BOULDER
 JL0791'PROJECTING 18 INCHES.  IT IS 5 FEET NORTHEAST OF A 3-FOOT HIGH
 JL0791'CAIRN AND 10 FEET NORTHEAST OF THE HORSE TRAIL LEADING TO THE
 JL0791'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1136 ***********************************************************************
 JK1136  DESIGNATION -  CANTO
 JK1136  PID         -  JK1136
 JK1136  STATE/COUNTY-  CO/PUEBLO
 JK1136  USGS QUAD   -  MULDOON HILL (1963)
 JK1136
 JK1136                         *CURRENT SURVEY CONTROL
 JK1136  ___________________________________________________________________
 JK1136* NAD 83(1992)-  38 07 13.36612(N)    104 48 33.64949(W)     ADJUSTED  
 JK1136* NAVD 88     -      1760.5    (meters)    5776.     (feet)  VERTCON   
 JK1136  ___________________________________________________________________
 JK1136  LAPLACE CORR-         -11.08  (seconds)                    DEFLEC99
 JK1136  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 JK1136
 JK1136  HORZ ORDER  -  FIRST
 JK1136
 JK1136.The horizontal coordinates were established by classical geodetic methods
 JK1136.and adjusted by the National Geodetic Survey in January 1993..
 JK1136
 JK1136.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1136
 JK1136.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1136
 JK1136.The geoid height was determined by GEOID03.
 JK1136
 JK1136;                    North         East     Units Scale Factor Converg.
 JK1136;SPC CO S     -   466,365.094   974,961.174   MT  0.99995784   +0 25 25.1
 JK1136;SPC CO S     - 1,530,066.15  3,198,685.12   sFT  0.99995784   +0 25 25.1
 JK1136;UTM  13      - 4,219,188.674   516,711.425   MT  0.99960344   +0 07 03.7
 JK1136
 JK1136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1136!SPC CO S     -   0.99972667  x   0.99995784  =   0.99968452
 JK1136!UTM  13      -   0.99972667  x   0.99960344  =   0.99933022
 JK1136
 JK1136|---------------------------------------------------------------------|
 JK1136| PID    Reference Object                     Distance      Geod. Az  |
 JK1136|                                                           dddmmss.s |
 JK1136| CM8582 CANTO RM 1                            8.210 METERS 01845     |
 JK1136| CM8583 CANTO RM 2                            9.325 METERS 10659     |
 JK1136| JK1393 CANTO AZ MK                         APPROX. 1.1 KM 3570812.3 |
 JK1136|---------------------------------------------------------------------|
 JK1136
 JK1136                          SUPERSEDED SURVEY CONTROL
 JK1136
 JK1136  NAD 83(1986)-  38 07 13.35020(N)    104 48 33.64583(W) AD(       ) 1
 JK1136  NAD 27      -  38 07 13.33100(N)    104 48 31.70800(W) AD(       ) 1
 JK1136  NGVD 29 (07/19/86) 1759.6    (m)         5773.     (f) VERT ANG       
 JK1136
 JK1136.Superseded values are not recommended for survey control.
 JK1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1136.See file dsdata.txt to determine how the superseded data were derived.
 JK1136
 JK1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC1671119189(NAD 83)
 JK1136_MARKER: DS = TRIANGULATION STATION DISK
 JK1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1136_STAMPING: CANTO 1949
 JK1136_MARK LOGO: CGS   
 JK1136_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK1136+STABILITY: SURFACE MOTION
 JK1136
 JK1136  HISTORY     - Date     Condition        Report By
 JK1136  HISTORY     - 1949     MONUMENTED       CGS
 JK1136  HISTORY     - 19810414 GOOD             NGS
 JK1136
 JK1136                          STATION DESCRIPTION
 JK1136
 JK1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 JK1136'THE STATION IS LOCATED ON A HIGH WEST SPUR OF RIDGE WHICH
 JK1136'DROPS SHARPLY FOR ABOUT 200 FEET TO THE WEST AND SLOPES
 JK1136'GRADUALLY TO THE EAST AND NORTHEAST, ABOUT 16 MILES AIR LINE
 JK1136'SOUTHWEST OF PUEBLO AND ABOUT 1.5 MILES AIR LINE SOUTHEAST OF
 JK1136'STATE HIGHWAY 76.  THE STATION MARK IS 90 FEET WEST OF THE
 JK1136'CENTER LINE OF ROAD, 25 FEET EAST OF WHERE RIDGE DROPS SHARPLY
 JK1136'TO THE WEST, 10 FEET NORTHWEST OF A WHITE WITNESS POST,
 JK1136'PROJECTS 5 INCHES AND IS STAMPED, CANTO 1949.
 JK1136'
 JK1136'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 JK1136'STATION MARK, PROJECTS 4 INCHES AND IS STAMPED, CANTO NO 1 1949.
 JK1136'
 JK1136'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS THE
 JK1136'STATION MARK, PROJECTS 4 INCHES AND IS STAMPED, CANTO NO 2 1949.
 JK1136'
 JK1136'THE AZIMUTH MARK IS 25 FEET WEST OF THE CENTER LINE OF ROAD, 4
 JK1136'FEET EAST OF FENCE LINE, 3 FEET NORTHEAST OF A WHITE WITNESS
 JK1136'POST, PROJECTS 7 INCHES AND IS STAMPED, CANTO 1949.
 JK1136'
 JK1136'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND
 JK1136'STATE HIGHWAY 76 IN PUEBLO, GO WEST ON STATE HIGHWAY 76
 JK1136'FOR 12.0 MILES TO A TRACK ROAD LEFT, SOUTH, AND A BRICK HOUSE
 JK1136'ON THE RIGHT.  TURN LEFT AND FOLLOW MAIN TRACK ROAD FOR 0.95
 JK1136'MILE TO THE AZIMUTH MARK ON THE RIGHT, WEST.  CONTINUE ON
 JK1136'MAIN TRACK ROAD FOR 1.1 MILES TO THE HIGHEST PART OF RIDGE
 JK1136'AND THE STATION ON THE RIGHT, WEST, AS DESCRIBED ABOVE.  A
 JK1136'DRIVE STATION.
 JK1136
 JK1136                          STATION RECOVERY (1981)
 JK1136
 JK1136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 JK1136'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE AND
 JK1136'DIRECTION TO REFERENCE MARKS CHECKED PREVIOUS DATA ADEQUATELY.  STATE
 JK1136'HIGHWAY 76 HAS BEEN CHANGED TO HIGHWAY 75.  STATION IS REACHED FROM
 JK1136'THE JUNCTION OF STATE HIGHWAY 78 AND THE INTERSECTION OF PUEBLO
 JK1136'BOULEVARD-NORTHERN AVENUE WHICH IS AT THE SOUTH EDGE OF PUEBLO.  GO
 JK1136'SOUTHWESTERLY ON HIGHWAY 78 FOR 10.3 MILES (16.6 KM) TO A LIGHT
 JK1136'COLORED BRICK HOUSE ON RIGHT AND A GRAVELED ROAD ON LEFT.  TURN LEFT
 JK1136'AND GO SOUTH ON GRAVELED ROAD FOR 0.1 MILE (0.2 KM) TO A WIRE GATE,
 JK1136'PASS THROUGH GATE AND CONTINUE ON ROAD FOR 0.5 MILE (0.8 KM) TO
 JK1136'ANOTHER WIRE GATE, PASS THROUGH GATE AND CONTINUE ON ROAD FOR 0.35
 JK1136'MILE (0.56 KM) TO A WIRE GATE, AZIMUTH MARK ON RIGHT, CONTINUE AHEAD
 JK1136'ON THE MAIN ROAD, SOUTH, EAST, SOUTHWEST AND WEST PASSING THROUGH TWO
 JK1136'MORE GATE FOR ABOUT 0.7 MILE (1.1 KM) TO STATE ON RIGHT.  120 FEET
 JK1136'(36.6 M) WEST OF CENTER OF THE ROAD, 3.2 FEET (1.0 M) EAST OF A METAL
 JK1136'WITNESS POST.
 JK1136' 
 JK1136'STATION IS A STANDARD DISK STAMPED--CANTO 1949--, SET IN TOP OF A
 JK1136'SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES.
 JK1136' 
 JK1136'REFERENCE MARK 1 1S A STANDARD DISK STAMPED--CANTO NO 1 1949--, SET IN
 JK1136'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES.
 JK1136' 
 JK1136'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--CANTO NO 2 1949--, SET IN
 JK1136'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES.
 JK1136' 
 JK1136'AZIMUTH MARK IS A STANDARD DISK STAMPED--CANTO 1949--, SET IN TOP OF A
 JK1136'SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES, 22 FEET (6.7 M) WEST OF
 JK1136'CENTER OF GRADED ROAD, 5.5 FEET (1.7 M) SOUTHEAST OF THE SOUTH POST OF
 JK1136'WIRE GATE, 4.5 FEET (1.4 M) EAST OF A NORTH-SOUTH FENCE LINE AND FENCE
 JK1136'CORNER POST, 1.7 FEET (0.5 M) SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1393 ***********************************************************************
 JK1393  DESIGNATION -  CANTO AZ MK
 JK1393  PID         -  JK1393
 JK1393  STATE/COUNTY-  CO/PUEBLO
 JK1393  USGS QUAD   -  BEULAH NE (1963)
 JK1393
 JK1393                         *CURRENT SURVEY CONTROL
 JK1393  ___________________________________________________________________
 JK1393* NAD 83(1992)-  38 07 47.84868(N)    104 48 35.83288(W)     ADJUSTED  
 JK1393* NAVD 88     -      1725.6    (meters)    5661.     (feet)  GPS OBS   
 JK1393  ___________________________________________________________________
 JK1393  X           -  -1,284,427.857 (meters)                     COMP
 JK1393  Y           -  -4,857,947.018 (meters)                     COMP
 JK1393  Z           -   3,917,855.169 (meters)                     COMP
 JK1393  LAPLACE CORR-         -10.87  (seconds)                    DEFLEC99
 JK1393  ELLIP HEIGHT-        1707.35  (meters)          (12/03/02) GPS OBS
 JK1393  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 JK1393
 JK1393  HORZ ORDER  -  FIRST
 JK1393  ELLP ORDER  -  FOURTH    CLASS II
 JK1393
 JK1393.The horizontal coordinates were established by GPS observations
 JK1393.and adjusted by the National Geodetic Survey in August 1994..
 JK1393
 JK1393.The orthometric height was determined by GPS observations and a
 JK1393.high-resolution geoid model.
 JK1393
 JK1393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1393
 JK1393.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1393
 JK1393.The ellipsoidal height was determined by GPS observations
 JK1393.and is referenced to NAD 83.
 JK1393
 JK1393.The geoid height was determined by GEOID03.
 JK1393
 JK1393;                    North         East     Units Scale Factor Converg.
 JK1393;SPC CO S     -   467,427.828   974,900.141   MT  0.99995869   +0 25 23.7
 JK1393;SPC CO S     - 1,533,552.80  3,198,484.88   sFT  0.99995869   +0 25 23.7
 JK1393;UTM  13      - 4,220,251.342   516,656.087   MT  0.99960342   +0 07 02.4
 JK1393
 JK1393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1393!SPC CO S     -   0.99973217  x   0.99995869  =   0.99969087
 JK1393!UTM  13      -   0.99973217  x   0.99960342  =   0.99933569
 JK1393
 JK1393                          SUPERSEDED SURVEY CONTROL
 JK1393
 JK1393  ELLIP H (08/30/94) 1707.36   (m)                       GP(       ) 4 1
 JK1393
 JK1393.Superseded values are not recommended for survey control.
 JK1393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1393.See file dsdata.txt to determine how the superseded data were derived.
 JK1393
 JK1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC1665620251(NAD 83)
 JK1393_MARKER: DZ = AZIMUTH MARK DISK
 JK1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1393_SP_SET: CONCRETE POST
 JK1393_STAMPING: CANTO 1949
 JK1393_MARK LOGO: CGS   
 JK1393_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK1393+STABILITY: SURFACE MOTION
 JK1393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1393+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1993
 JK1393
 JK1393  HISTORY     - Date     Condition        Report By
 JK1393  HISTORY     - 1949     MONUMENTED       CGS
 JK1393  HISTORY     - 19930617 GOOD
 JK1393
 JK1393                          STATION DESCRIPTION
 JK1393
 JK1393'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 JK1393'STATION IS LOCATED ABOUT 9 MI (14.5 KM) NORTHEAST OF BUELAH AND 16 MI
 JK1393'(25.7 KM) SOUTHWEST OF PUEBLO IN SEC 23, T 22 S, R 67 W OF THE 6TH
 JK1393'PM.
 JK1393'TO REACH THE STATION FROM THE JUNCTION OF PUEBLO BLVD. (S.H.45) AND S
 JK1393'.H.78, GO WEST ALONG S.H. 78 10.6 MI (17.1 KM) TO A PRIVATE DRIVE ON
 JK1393'SOUTH, TURN LEFT INTO THIS DRIVE AND CONTINUE SOUTH PAST THE HOUSES
 JK1393'0.1 MI (0.2 KM) TO A GATE, GO THROUGH GATE ONTO TRACK ROAD HEADED
 JK1393'SOUTHEAST 300 FT (91.4 M) TO FORK IN ROAD, TAKE THE LEFT FORK AND
 JK1393'FOLLOW ROAD 0.3 MI (0.5 KM) TO ANOTHER GATE AND CONTINUE SOUTH ALONG
 JK1393'ROAD 0.4 MI (0.6 KM) TO THE STATION ON THE LEFT.
 JK1393'STATION MARK IS A CGS BRASS AZIMUTH MARK DISK SET INTO A SQUARE
 JK1393'CONCRETE POST PROJECTING 6 INCHES ABOVE THE GROUND, 6 FT (1.8 M)
 JK1393'SOUTHEAST OF A T IN A FENCE LINE, 15 FT (4.6 M) SOUTHEAST OF THE
 JK1393'CENTER OF A TRACK ROAD THROUGH A BARBED WIRE GATE AND  3 FT (0.9 M)
 JK1393'EAST OF A WITNESS POST.
 JK1393
 JK1393                          STATION RECOVERY (1993)
 JK1393
 JK1393'RECOVERED 1993
 JK1393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1327 ***********************************************************************
 JK1327  DESIGNATION -  CANYON
 JK1327  PID         -  JK1327
 JK1327  STATE/COUNTY-  CO/FREMONT
 JK1327  USGS QUAD   -  PIERCE GULCH (1994)
 JK1327
 JK1327                         *CURRENT SURVEY CONTROL
 JK1327  ___________________________________________________________________
 JK1327* NAD 83(1992)-  38 29 02.72600(N)    104 56 53.09692(W)     ADJUSTED  
 JK1327* NAVD 88     -      1761.4    (meters)    5779.     (feet)  VERTCON   
 JK1327  ___________________________________________________________________
 JK1327  X           -  -1,289,856.136 (meters)                     COMP
 JK1327  Y           -  -4,831,315.623 (meters)                     COMP
 JK1327  Z           -   3,948,732.585 (meters)                     COMP
 JK1327  LAPLACE CORR-          -8.12  (seconds)                    DEFLEC99
 JK1327  ELLIP HEIGHT-        1744.28  (meters)          (12/03/02) GPS OBS
 JK1327  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 JK1327
 JK1327  HORZ ORDER  -  FIRST
 JK1327  ELLP ORDER  -  FOURTH    CLASS II
 JK1327
 JK1327.The horizontal coordinates were established by GPS observations
 JK1327.and adjusted by the National Geodetic Survey in December 2002..
 JK1327
 JK1327.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1327
 JK1327.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1327
 JK1327.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1327
 JK1327.The ellipsoidal height was determined by GPS observations
 JK1327.and is referenced to NAD 83.
 JK1327
 JK1327.The geoid height was determined by GEOID03.
 JK1327
 JK1327;                    North         East     Units Scale Factor Converg.
 JK1327;SPC CO C     -   377,186.044   962,557.099   MT  0.99999347   +0 20 53.1
 JK1327;SPC CO C     - 1,237,484.55  3,157,989.42   sFT  0.99999347   +0 20 53.1
 JK1327;SPC CO S     -   506,655.418   962,557.894   MT  1.00000966   +0 20 18.7
 JK1327;SPC CO S     - 1,662,251.98  3,157,992.02   sFT  1.00000966   +0 20 18.7
 JK1327;UTM  13      - 4,259,529.369   504,528.093   MT  0.99960025   +0 01 56.3
 JK1327
 JK1327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1327!SPC CO C     -   0.99972639  x   0.99999347  =   0.99971986
 JK1327!SPC CO S     -   0.99972639  x   1.00000966  =   0.99973605
 JK1327!UTM  13      -   0.99972639  x   0.99960025  =   0.99932675
 JK1327
 JK1327|---------------------------------------------------------------------|
 JK1327| PID    Reference Object                     Distance      Geod. Az  |
 JK1327|                                                           dddmmss.s |
 JK1327| CR8278 CANYON RM 2                          24.897 METERS 06021     |
 JK1327| JK1328 CANYON AZ MK                        APPROX. 0.8 KM 2922254.9 |
 JK1327| CR8277 CANYON RM 1                          24.948 METERS 33041     |
 JK1327|---------------------------------------------------------------------|
 JK1327
 JK1327                          SUPERSEDED SURVEY CONTROL
 JK1327
 JK1327  NAD 83(1992)-  38 29 02.72552(N)    104 56 53.09185(W) AD(       ) 1
 JK1327  NAD 83(1986)-  38 29 02.71406(N)    104 56 53.09594(W) AD(       ) 1
 JK1327  NGVD 29 (07/20/87) 1760.5    (m)         5776.     (f) GPS OBS        
 JK1327
 JK1327.Superseded values are not recommended for survey control.
 JK1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1327.See file dsdata.txt to determine how the superseded data were derived.
 JK1327
 JK1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC0452859529(NAD 83)
 JK1327_MARKER: DH = HORIZONTAL CONTROL DISK
 JK1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK1327_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK1327+STABILITY: SURFACE MOTION
 JK1327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1327+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1986
 JK1327
 JK1327  HISTORY     - Date     Condition        Report By
 JK1327  HISTORY     - 1985     MONUMENTED       USA
 JK1327  HISTORY     - 19860627 GOOD
 JK1327
 JK1327                          STATION DESCRIPTION
 JK1327
 JK1327'DESCRIBED BY US ARMY 1985 (LWD)
 JK1327'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI)
 JK1327'NORTH-NORTHEAST OF PENROSE,
 JK1327'33.2 KM (20.6 MI) SOUTHWEST OF FOUNTAIN,
 JK1327'48.3 KM (30.0 MI) NORTHWEST OF PUEBLO,
 JK1327'51.2 KM (31.8 MI) SOUTH-SOUTHWEST OF COLORADO SPRINGS IN A FLAT
 JK1327'OPEN FIELD ABOUT
 JK1327'0.96 KM (0.6 MI) NORTHWEST OF RED CREEK AND
 JK1327'1.6 KM (1.0 MI) EAST OF HIGHWAY 115 ON FORT CARSON MILITARY
 JK1327'RESERVATION..
 JK1327'OWNERSHIP--U.S.ARMY,  CONTACT DIVISION ARTILLERY SURVEY INFORMATION
 JK1327'CENTER,  HHB 4TH INFANTRY DIVISION ARTILLERY, FORT CARSON, COLORADO
 JK1327'80913-5428.  TELEPHONE  303-579-2131..
 JK1327'
 JK1327'TO REACH THE STATION FROM THE INTERSECTION OF ROUTES 11 AND 15 ON
 JK1327'FORT CARSON MILITARY RESERVATION.  PROCEED WESTERLY ON ROUTE 15 FOR
 JK1327'1.8 KM (1.15 MI) TO THE JUNCTION OF ROUTE 15A.  TURN RIGHT ON ROUTE
 JK1327'15A AND PROCEED NORTHWEST THEN SOUTHWEST FOR 1.8 KM (1.5 MI) TO A
 JK1327'TRACK ROAD RIGHT.  TURN RIGHT, WESTERLY, FOR 0.16 KM (0.6 MI) TO A
 JK1327'CREEK BED.  CROSS CREEK BED AND CONTINUE FOR 0.9 KM (0.57 MI)
 JK1327'WESTERLY TO TOP OF HILL AND THE STATION ON LEFT.  THE STATION IS
 JK1327'ABOUT 45.7 METERS (150 FEET) SOUTH OF THE TRACK ROAD..
 JK1327'
 JK1327'THE STATION IS A STANDARD NGS DISK
 JK1327'STAMPED---CANYON GPS 1985---,
 JK1327'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JK1327'33 CM IN DIAMETER RECESSED 8.9 CM BELOW GROUND.  LOCATED
 JK1327'1.2 METERS (3.9 FT) NORTH-NORTHWEST FROM AN ORANGE WITNESS POST
 JK1327'45.7 METERS (149.9 FT) SOUTH FROM THE CENTERLINE OF THE TRACK ROAD
 JK1327'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 JK1327'STAMPED---CANYON GPS 1985---,
 JK1327'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 JK1327'
 JK1327'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 JK1327'STAMPED---CANYON GPS NO 1 1985---,
 JK1327'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JK1327'33 CM IN DIAMETER RECESSED 2.5 CM BELOW GROUND.  LOCATED
 JK1327'1.1 METERS (3.7 FT) SOUTHEAST FROM A STEEL WITNESS POST
 JK1327'32.6 METERS (106.8 FT) SOUTH FROM THE CENTERLINE OF THE TRACK ROAD
 JK1327'MARK IS LEVEL WITH THE STATION.
 JK1327'
 JK1327'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 JK1327'STAMPED---CANYON GPS NO 2 1985---,
 JK1327'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JK1327'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 JK1327'1.6 METERS (5.2 FT) SOUTH FROM A STEEL WITNESS POST
 JK1327'25.3 METERS (83.0 FT) SOUTH FROM THE CENTERLINE OF A TRACK ROAD
 JK1327'MARK IS LEVEL WITH THE STATION.
 JK1327'
 JK1327'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 JK1327'STAMPED---CANYON GPS 1985---,
 JK1327'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JK1327'31 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 JK1327'1.0 METERS (3.4 FT) SOUTH FROM AN ORANGE WITNESS POST
 JK1327'12.2 METERS (40.0 FT) NORTHEAST FROM THE CENTERLINE OF TRACK ROAD
 JK1327'TO REACH THE AZIMUTH FROM THE STATION,
 JK1327'GO WEST FOR 0.7 KM (0.45 MI) ON TRACK ROAD TO ANOTHER TRACK ROAD
 JK1327'RIGHT.  TURN RIGHT , NORTH, FOR 0.08 KM (0.05 MI) AND THE AZIMUTH
 JK1327'MARK ON RIGHT..
 JK1327'
 JK1327'DESCRIBED BY LWD.
 JK1327
 JK1327                          STATION RECOVERY (1986)
 JK1327
 JK1327'RECOVERED 1986
 JK1327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1264 ***********************************************************************
 JK1264  DESIGNATION -  CAP ROCK
 JK1264  PID         -  JK1264
 JK1264  STATE/COUNTY-  CO/FREMONT
 JK1264  USGS QUAD   -  COVER MOUNTAIN (1983)
 JK1264
 JK1264                         *CURRENT SURVEY CONTROL
 JK1264  ___________________________________________________________________
 JK1264* NAD 83(1992)-  38 40 10.72033(N)    105 24 07.16161(W)     ADJUSTED  
 JK1264* NAVD 88     -      2832.6    (meters)    9293.     (feet)  VERTCON   
 JK1264  ___________________________________________________________________
 JK1264  LAPLACE CORR-          -5.85  (seconds)                    DEFLEC99
 JK1264  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 JK1264
 JK1264  HORZ ORDER  -  THIRD
 JK1264
 JK1264.The horizontal coordinates were established by classical geodetic methods
 JK1264.and adjusted by the National Geodetic Survey in January 1993..
 JK1264
 JK1264.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1264
 JK1264.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1264
 JK1264.The geoid height was determined by GEOID03.
 JK1264
 JK1264;                    North         East     Units Scale Factor Converg.
 JK1264;SPC CO C     -   397,641.779   922,931.171   MT  0.99996408   +0 03 42.5
 JK1264;SPC CO C     - 1,304,596.40  3,027,983.35   sFT  0.99996408   +0 03 42.5
 JK1264;UTM  13      - 4,280,194.375   465,029.691   MT  0.99961506   -0 15 04.2
 JK1264
 JK1264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1264!SPC CO C     -   0.99955805  x   0.99996408  =   0.99952215
 JK1264!UTM  13      -   0.99955805  x   0.99961506  =   0.99917328
 JK1264
 JK1264:                Primary Azimuth Mark                     Grid Az
 JK1264:SPC CO C     -  BARE HILLS                               109 37 46.0
 JK1264:UTM  13      -  BARE HILLS                               109 56 32.7
 JK1264
 JK1264|---------------------------------------------------------------------|
 JK1264| PID    Reference Object                     Distance      Geod. Az  |
 JK1264|                                                           dddmmss.s |
 JK1264| JK1259 BARE HILLS                          APPROX. 7.5 KM 1094128.5 |
 JK1264|---------------------------------------------------------------------|
 JK1264
 JK1264                          SUPERSEDED SURVEY CONTROL
 JK1264
 JK1264  NAD 83(1986)-  38 40 10.71137(N)    105 24 07.16359(W) AD(       ) 3
 JK1264  NAD 27      -  38 40 10.71972(N)    105 24 05.17312(W) AD(       ) 3
 JK1264  NGVD 29 (07/19/86) 2831.3    (m)         9289.     (f) VERT ANG       
 JK1264
 JK1264.Superseded values are not recommended for survey control.
 JK1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1264.See file dsdata.txt to determine how the superseded data were derived.
 JK1264
 JK1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC6503080194(NAD 83)
 JK1264
 JK1264  HISTORY     - Date     Condition        Report By
 JK1264  HISTORY     - 1940     MONUMENTED       USGS
 JK1264  HISTORY     - 1974     GOOD             USGS
 JK1264
 JK1264                          STATION DESCRIPTION
 JK1264
 JK1264'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 JK1264'THE STATION IS LOCATED ON THE HIGHEST POINT OF CAP ROCK, A WELL
 JK1264'KNOWN ROCK CAP IN THE FORKS OF WILSON CREEK, ABOUT 0.5 MI. S. OF
 JK1264'WALKER RANCH.
 JK1264'
 JK1264'STATION MARK--STANDARD BRONZE STATION TABLET, CEMENTED IN ROCK IN
 JK1264'PLACE, STAMPED ---CAP ROCK-R 1940---.
 JK1264'
 JK1264'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE TABLET, CEMENTED IN
 JK1264'ROCK IN PLACE, STAMPED ---NO. 1---, 14.70 FT. DISTANT,
 JK1264'N 73 DEG 01 MIN W.
 JK1264'
 JK1264'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE TABLET, CEMENTED IN
 JK1264'ROCK IN PLACE, STAMPED ---NO. 2---, 12.35 FT. DISTANT,
 JK1264'N 35 DEG 53 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1310 ***********************************************************************
 LL1310  DESIGNATION -  CAP ROCK
 LL1310  PID         -  LL1310
 LL1310  STATE/COUNTY-  CO/LARIMER
 LL1310  USGS QUAD   -  CHEROKEE PARK (1967)
 LL1310
 LL1310                         *CURRENT SURVEY CONTROL
 LL1310  ___________________________________________________________________
 LL1310* NAD 83(1992)-  40 58 32.51032(N)    105 27 08.96833(W)     ADJUSTED  
 LL1310* NAVD 88     -      2446.8    (meters)    8028.     (feet)  VERTCON   
 LL1310  ___________________________________________________________________
 LL1310  LAPLACE CORR-         -12.51  (seconds)                    DEFLEC99
 LL1310  GEOID HEIGHT-         -12.28  (meters)                     GEOID03
 LL1310
 LL1310  HORZ ORDER  -  THIRD
 LL1310
 LL1310.The horizontal coordinates were established by classical geodetic methods
 LL1310.and adjusted by the National Geodetic Survey in January 1997..
 LL1310
 LL1310.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1310
 LL1310.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1310
 LL1310.The geoid height was determined by GEOID03.
 LL1310
 LL1310;                    North         East     Units Scale Factor Converg.
 LL1310;SPC CO N     -   487,164.459   918,400.605   MT  1.00003688   +0 01 50.5
 LL1310;SPC CO N     - 1,598,305.40  3,013,119.32   sFT  1.00003688   +0 01 50.5
 LL1310;SPC WY E     -    52,861.680   175,944.758   MT  0.99994462   -0 11 14.7
 LL1310;UTM  13      - 4,536,157.814   461,930.766   MT  0.99961784   -0 17 48.2
 LL1310
 LL1310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1310!SPC CO N     -   0.99961826  x   1.00003688  =   0.99965513
 LL1310!SPC WY E     -   0.99961826  x   0.99994462  =   0.99956290
 LL1310!UTM  13      -   0.99961826  x   0.99961784  =   0.99923625
 LL1310
 LL1310|---------------------------------------------------------------------|
 LL1310| PID    Reference Object                     Distance      Geod. Az  |
 LL1310|                                                           dddmmss.s |
 LL1310| CP6742 CAP ROCK RM                                        20801     |
 LL1310| CP6741 CAP ROCK AZ MK                                     2555522.3 |
 LL1310| CP6743 CAP ROCK RM 1                         6.291 METERS 25921     |
 LL1310|---------------------------------------------------------------------|
 LL1310
 LL1310                          SUPERSEDED SURVEY CONTROL
 LL1310
 LL1310  NAD 83(1992)-  40 58 32.50066(N)    105 27 08.96934(W) AD(       ) 3
 LL1310  NAD 83(1986)-  40 58 32.49937(N)    105 27 08.96853(W) AD(       ) 3
 LL1310  NAD 27      -  40 58 32.54800(N)    105 27 07.00600(W) AD(       ) 3
 LL1310  NGVD 29 (07/19/86) 2445.7    (m)         8024.     (f) VERT ANG       
 LL1310
 LL1310.Superseded values are not recommended for survey control.
 LL1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1310.See file dsdata.txt to determine how the superseded data were derived.
 LL1310
 LL1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF6193136158(NAD 83)
 LL1310_MARKER: DB = BENCH MARK DISK
 LL1310_SETTING: 0 = UNSPECIFIED SETTING
 LL1310
 LL1310  HISTORY     - Date     Condition        Report By
 LL1310  HISTORY     - 1949     MONUMENTED       USGS
 LL1310  HISTORY     - 1949     GOOD             NGS
 LL1310
 LL1310                          STATION DESCRIPTION
 LL1310
 LL1310'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (DHK)
 LL1310'THE STATION IS LOCATED ABOUT 6.0 MILES AIR LINE NORTHWEST OF
 LL1310'VIRGINIA DALE, ON THE MOST NORTHERLY OF THREE LARGE ROCKS WHICH
 LL1310'FORM THE SUMMIT OF CAP ROCK, A WELL KNOWN AND PROMINENT PEAK
 LL1310'WHICH LIES JUST SOUTH OF FISH CREEK.  THE STATION MARK IS A
 LL1310'U.S. GEOLOGICAL SURVEY BENCH MARK SET FLUSH ON THE HIGHEST
 LL1310'POINT AND STAMPED, CAP ROCK 1915.
 LL1310'
 LL1310'REFERENCE MARK NO. 1 IS APPROXIMATELY 3 FEET LOWER THAN THE
 LL1310'STATION, 2 FEET EAST OF A 20 FOOT CLIFF, SET FLUSH AND STAMPED,
 LL1310'CAP ROCK NO 1 1949.
 LL1310'
 LL1310'REFERENCE MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET ON
 LL1310'THE CENTER OF THE THREE ROCK PROJECTIONS, APPROXIMATELY THE
 LL1310'SAME ELEVATION AS THE STATION, SET FLUSH AND STAMPED, 1 1947.
 LL1310'
 LL1310'THE AZIMUTH MARK IS LOCATED ABOUT 25 YARDS NORTH OF A SMALL
 LL1310'GRASSY DRAW, 5 FEET NORTH OF A WHITE WITNESS POST, PROJECTS
 LL1310'1 FOOT AND IS STAMPED, CAP ROCK 1949.
 LL1310'
 LL1310'TO REACH THE STATION FROM THE POST OFFICE IN LARAMIE.  GO SOUTH
 LL1310'ON U.S. HIGHWAY 287 FOR 25.0 MILES TO A SIDE ROAD RIGHT, WEST.
 LL1310'TURN RIGHT AND FOLLOW THE MAIN TRAVELED ROAD FOR 2.1 MILES
 LL1310'TO A FORK.  TAKE THE RIGHT FORK FOR 1.3 MILES TO A T-INTERSECTION.
 LL1310'TURN LEFT FOR 0.2 MILE TO A DIM ROAD RIGHT.  TURN RIGHT, CROSS
 LL1310'A SMALL CREEK AND FOLLOW THE DIM TRACK ROAD FOR 0.4 MILE TO A
 LL1310'GATE.  PASS THROUGH THE GATE AND CONTINUE ON THE ROAD FOR 1.0 MILE
 LL1310'TO A DIM ROAD LEFT.  TURN LEFT ON THE DIM ROAD FOR 0.3 MILE TO
 LL1310'THE TOP OF A SMALL HILL.  TURN LEFT OFF OF THE TRACK ROAD
 LL1310'AND FOLLOW EASTERLY THE NORTH SIDE OF A SMALL GRASSY DRAW FOR
 LL1310'0.2 MILE TO THE AZIMUTH MARK AS DESCRIBED ABOVE.  CONTINUE
 LL1310'ALONG THE NORTH SIDE OF THE DRAW FOR 0.3 MILE TO A GATE.  DO
 LL1310'NOT PASS THROUGH THE GATE BUT TURN LEFT, NORTH, ALONG THE WEST
 LL1310'SIDE OF THE FENCE LINE FOR 0.1 MILE TO A GATE.  TURN
 LL1310'RIGHT, EAST, THROUGH THE GATE AND BEAR NORTHEAST FOR 0.2 MILE
 LL1310'TO A SMALL RIDGE AND END OF TRUCK TRAVEL.  FROM THE END OF
 LL1310'TRUCK TRAVEL PACK EASTERLY ACROSS A SMALL ROCKY RIDGE, THENCE
 LL1310'LEFT, NORTH, ALONG THE EAST SIDE OF THE RIDGE TO THE FOOT
 LL1310'OF THE LARGE ROCK PROJECTIONS, THENCE WORK AROUND AND OVER
 LL1310'THE ROCKS TO THE STATION AS DESCRIBED ABOVE.  THE LAST
 LL1310'PART OF THE PACK IS VERY ROUGH AND IN MANY PLACES IS
 LL1310'NEARLY STRAIGHT UP.  A 1/2-HOUR PACK.
 LL1310
 LL1310                          STATION RECOVERY (1949)
 LL1310
 LL1310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 LL1310'STATION IS ON THE EASTERN MOST OF THREE LARGE ROCKS WHICH FORM THE
 LL1310'SUMMIT OF --CAP ROCK-- A WELL KNOWN PEAK WHICH LIES JUST S. OF FISH
 LL1310'CREEK AND ABOUT 3 MI. SE. OF MR. EDWIN SHAFFERS RANCH AND RESIDENCE,
 LL1310'ABOUT 7 MI. BY RD. NW. OF V. A. DALE STAGE STATION.
 LL1310'
 LL1310'A STANDARD TABLET WITH STAMPED ARROW AND --CAP
 LL1310'ROCK 1 1947-- WAS ADDED AS A REFERENCE MARK AND IS 20.64 FT. FROM
 LL1310'STATION.
 LL1310'
 LL1310'TO REACH FROM VIRGINIA DALE POST OFFICE, GO N. ON U.S. HIGHWAY 287
 LL1310'6.1 MI. TO T-RD. LEADING TO THE TWO BAR SEVEN AND TRIPLE HORSESHOE
 LL1310'RANCHES, TURN LEFT (W.) AND GO 3.1 MI. TO DIM FORK JUST BEYOND GATE,
 LL1310'TURN LEFT (S.) FORK CREEK, AND GO 1.5 MI. TO DIM FORK, THENCE LEFT
 LL1310'0.3 MI. TO TOP OF SADDLE, LEAVE RD. AND GO E. 0.6 MI. ALONG N. SIDE
 LL1310'OF DRAIN TO FENCE CORNER AND GATE, CONTINUE ALONG RIDGE 0.2 MI. TO
 LL1310'BASE OF ROCK, STATION IS HIGH BARE ROCK AT LEFT.  ASCENT IS BEST
 LL1310'MADE FROM SE. FACE.
 LL1310'
 LL1310'STATION MARK--A STANDARD USGS BENCH MARK SET FLUSH ON THE HIGHEST
 LL1310'POINT, STAMPED ---CAP ROCK 1915---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0688 ***********************************************************************
 KL0688  DESIGNATION -  CAPITOL PK
 KL0688  PID         -  KL0688
 KL0688  STATE/COUNTY-  CO/PITKIN
 KL0688  USGS QUAD   -  CAPITOL PEAK (1987)
 KL0688
 KL0688                         *CURRENT SURVEY CONTROL
 KL0688  ___________________________________________________________________
 KL0688* NAD 83(1992)-  39 09 00.93467(N)    107 04 58.58261(W)     ADJUSTED  
 KL0688* NAVD 88     -                                                        
 KL0688  ___________________________________________________________________
 KL0688  LAPLACE CORR-           7.34  (seconds)                    DEFLEC99
 KL0688  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 KL0688
 KL0688  HORZ ORDER  -  THIRD
 KL0688
 KL0688.The horizontal coordinates were established by classical geodetic methods
 KL0688.and adjusted by the National Geodetic Survey in January 1993..
 KL0688
 KL0688
 KL0688.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0688
 KL0688.The geoid height was determined by GEOID03.
 KL0688
 KL0688;                    North         East     Units Scale Factor Converg.
 KL0688;SPC CO C     -   452,181.117   777,583.606   MT  0.99993628   -0 59 54.0
 KL0688;SPC CO C     - 1,483,530.88  2,551,122.21   sFT  0.99993628   -0 59 54.0
 KL0688;UTM  13      - 4,335,517.396   320,008.585   MT  0.99999892   -1 18 55.5
 KL0688
 KL0688                          SUPERSEDED SURVEY CONTROL
 KL0688
 KL0688  NAD 83(1986)-  39 09 00.93261(N)    107 04 58.59109(W) AD(       ) 4
 KL0688  NAD 27      -  39 09 00.97500(N)    107 04 56.42000(W) AD(       ) 3
 KL0688
 KL0688.Superseded values are not recommended for survey control.
 KL0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0688.See file dsdata.txt to determine how the superseded data were derived.
 KL0688
 KL0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD2000935517(NAD 83)
 KL0688_MARKER: 72 = CAIRN
 KL0688
 KL0688  HISTORY     - Date     Condition        Report By
 KL0688  HISTORY     - 1953     FIRST OBSERVED   CGS
 KL0688  HISTORY     - 19950817 GOOD             USPSQD
 KL0688
 KL0688                          STATION DESCRIPTION
 KL0688
 KL0688'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KL0688'THE STATION IS LOCATED ABOUT 18 MILES SOUTH-SOUTHEAST OF
 KL0688'CARBONDALE, 14 MILES WEST OF ASPEN AND 8 MILES EAST OF REDSTONE,
 KL0688'IN THE MAROON-SNOWMASS WILDERNESS AREA OF THE WHITE RIVER
 KL0688'NATIONAL FOREST.
 KL0688'
 KL0688'THE APPROXIMATE CENTER AND HIGHEST POINT OF THE PEAK WAS
 KL0688'OBSERVED UPON.
 KL0688
 KL0688                          STATION RECOVERY (1995)
 KL0688
 KL0688'RECOVERY NOTE BY US POWER SQUADRON 1995
 KL0688'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0484 ***********************************************************************
 HL0484  DESIGNATION -  CAPULIN
 HL0484  PID         -  HL0484
 HL0484  STATE/COUNTY-  CO/CONEJOS
 HL0484  USGS QUAD   -  GOSHAWK DAM (1967)
 HL0484
 HL0484                         *CURRENT SURVEY CONTROL
 HL0484  ___________________________________________________________________
 HL0484* NAD 83(1992)-  37 13 29.73967(N)    106 07 07.71230(W)     ADJUSTED  
 HL0484* NAVD 88     -      2491.3    (meters)    8174.     (feet)  VERTCON   
 HL0484  ___________________________________________________________________
 HL0484  LAPLACE CORR-          -4.73  (seconds)                    DEFLEC99
 HL0484  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 HL0484
 HL0484  HORZ ORDER  -  FIRST
 HL0484
 HL0484.The horizontal coordinates were established by classical geodetic methods
 HL0484.and adjusted by the National Geodetic Survey in January 1993..
 HL0484
 HL0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0484
 HL0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0484
 HL0484.The geoid height was determined by GEOID03.
 HL0484
 HL0484;                    North         East     Units Scale Factor Converg.
 HL0484;SPC CO S     -   366,940.688   859,483.597   MT  1.00000154   -0 22 46.4
 HL0484;SPC CO S     - 1,203,871.24  2,819,822.43   sFT  1.00000154   -0 22 46.4
 HL0484;UTM  13      - 4,120,411.082   400,745.064   MT  0.99972135   -0 40 36.7
 HL0484
 HL0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0484!SPC CO S     -   0.99961178  x   1.00000154  =   0.99961332
 HL0484!UTM  13      -   0.99961178  x   0.99972135  =   0.99933324
 HL0484
 HL0484:                Primary Azimuth Mark                     Grid Az
 HL0484:SPC CO S     -  ALAMOSA MUNICIPAL TANK                   039 49 15.8
 HL0484:UTM  13      -  ALAMOSA MUNICIPAL TANK                   040 07 06.1
 HL0484
 HL0484|---------------------------------------------------------------------|
 HL0484| PID    Reference Object                     Distance      Geod. Az  |
 HL0484|                                                           dddmmss.s |
 HL0484| HK0535 ALAMOSA MUNICIPAL TANK              APPROX.34.6 KM 0392629.4 |
 HL0484| CM6198 CAPULIN AZ MK                                      0543916.6 |
 HL0484| CM6199 CAPULIN RM 1                         18.040 METERS 10806     |
 HL0484| CM6200 CAPULIN RM 2                         32.585 METERS 20907     |
 HL0484|---------------------------------------------------------------------|
 HL0484
 HL0484                          SUPERSEDED SURVEY CONTROL
 HL0484
 HL0484  NAD 83(1986)-  37 13 29.74224(N)    106 07 07.72135(W) AD(       ) 1
 HL0484  NAD 27      -  37 13 29.71200(N)    106 07 05.62300(W) AD(       ) 1
 HL0484  NGVD 29 (07/19/86) 2489.9    (m)         8169.     (f) VERT ANG       
 HL0484
 HL0484.Superseded values are not recommended for survey control.
 HL0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0484.See file dsdata.txt to determine how the superseded data were derived.
 HL0484
 HL0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB0074520411(NAD 83)
 HL0484_MARKER: DS = TRIANGULATION STATION DISK
 HL0484_SETTING: 80 = SET IN A BOULDER
 HL0484_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HL0484
 HL0484  HISTORY     - Date     Condition        Report By
 HL0484  HISTORY     - 1935     MONUMENTED       CGS
 HL0484  HISTORY     - 1936     GOOD             CGS
 HL0484  HISTORY     - 1958     GOOD             CGS
 HL0484
 HL0484                          STATION DESCRIPTION
 HL0484
 HL0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 HL0484'STATION LIES 1/2 MILE W AND 3-3/4 MILE S OF CAPULIN ON A
 HL0484'BROAD, BARE, ROCKY HILL WHICH SLOPES OFF GENTLY TO ALL SIDES.
 HL0484'THE HIGHEST POINT IN THE VICINITY EXCEPT FOR A CONSIDERABLY
 HL0484'HIGHER HILL TO THE SW WHICH IS A PART OF THE SAME RIDGE.
 HL0484'STATION IS ON HIGHEST POINT OF HILL.  1/2 MILE N AND 1/2 MILE
 HL0484'E OF TRACK ROADS.  STATION MARK IS SET IN A ONE-FOOT BOULDER.
 HL0484'
 HL0484'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HL0484'DISKS WEDGED IN DRILL HOLES IN BOULDERS.
 HL0484'
 HL0484'REFERENCE MARK NO. 1 IS ESE OF STATION, SET IN A 9-INCH
 HL0484'ROUND BOULDER.
 HL0484'
 HL0484'REFERENCE MARK NO. 2 IS SSW OF STATION, SET IN A 2-FOOT,
 HL0484'ROUND BOULDER.
 HL0484'
 HL0484'AZIMUTH MARK IS NE OF STATION, 3 FEET SE OF SMALL ROCK CAIRN,
 HL0484'SET IN A ONE-FOOT BOULDER.
 HL0484'
 HL0484'STATION IS REACHED FROM MAIN STREET INTERSECTION IN CAPULIN
 HL0484'BY DRIVING S 1.0 MILE.  TURN RIGHT OR SOUTHWESTERLY ON MAIN
 HL0484'GRADE FOR 0.1 MILE.  LEAVE GRADE, TURNING LEFT OR SOUTHERLY
 HL0484'ONTO DIM TRACK ROAD AND GO 3.0 MILES, WINDING SOUTHWESTERLY
 HL0484'UP DRAW.  TAKE VERY DIM LEFT FORK SOUTHERLY 0.6 MILE, LEAVE
 HL0484'TRACK ROAD, TURNING LEFT OR EASTERLY UP HILL 0.2 MILE, THENCE
 HL0484'0.2 MILE NE TO TOP OF HILL AND STATION.
 HL0484'
 HL0484'ALL OBJECTS ARE VISIBLE FROM GROUND EXCEPT STATION ROMEO
 HL0484'NORTH BASE AND ROMEO SOUTH BASE.
 HL0484'
 HL0484'A 4-FOOT STAND WAS USED.
 HL0484
 HL0484                          STATION RECOVERY (1936)
 HL0484
 HL0484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 HL0484'STATION LIES ABOUT 5.0 MILES S OF CAPULIN VIA AIR LINE, ON
 HL0484'HIGH BARE GROUND SLOPING GRADUALLY UPWARD FROM THE SURROUNDING
 HL0484'COUNTRY.
 HL0484'
 HL0484'FROM CAPULIN GO S 1.0 MILE ALONG GRAVELED ROAD, TURN E (LEFT)
 HL0484'AT T-JUNCTION IN ROAD AND AT FENCE CORNER AND GO 0.15 MILE,
 HL0484'TURN S (RIGHT) AND GO S AND SW FOLLOWING DIM ROAD THAT TRAVERSES
 HL0484'AND OCCASIONALLY CROSSES A CREEK.  FOLLOW THIS ROAD ALONG THE
 HL0484'CREEK FOR 2.9 MILES UNTIL IT REACHES BRANCH OF CREEK.  CROSS
 HL0484'BRANCH OF CREEK AND FOLLOW THE LEFT FORK FOR 0.5 MILE TO ITS
 HL0484'HEAD AND THEN HEAD IN A NE DIRECTION FOR 0.5 MILE TO THE SUMMIT
 HL0484'OF THE HILL AND THE STATION.  DRIVE STATION.
 HL0484'
 HL0484'A 4-FOOT STAND WAS USED.
 HL0484
 HL0484                          STATION RECOVERY (1958)
 HL0484
 HL0484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 HL0484'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 HL0484'CONDITION.  DIRECTIONS FOR REACHING THE STATION GIVEN IN THE
 HL0484'1936 RECOVEREY NOTE BY J.D.T. SHOULD BE FOLLOWED.
 HL0484'
 HL0484'THE DESCRIPTION IS ADEQUATE AND COMPLETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0634 ***********************************************************************
 HL0634  DESIGNATION -  CARBON
 HL0634  PID         -  HL0634
 HL0634  STATE/COUNTY-  CO/LA PLATA
 HL0634  USGS QUAD   -  BASIN MOUNTAIN (1968)
 HL0634
 HL0634                         *CURRENT SURVEY CONTROL
 HL0634  ___________________________________________________________________
 HL0634* NAD 83(1992)-  37 13 56.09480(N)    107 53 36.12398(W)     ADJUSTED  
 HL0634* NAVD 88     -      2392.     (meters)    7848.     (feet)  SCALED    
 HL0634  ___________________________________________________________________
 HL0634  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 HL0634  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 HL0634
 HL0634  HORZ ORDER  -  FIRST
 HL0634
 HL0634.The horizontal coordinates were established by classical geodetic methods
 HL0634.and adjusted by the National Geodetic Survey in January 1993..
 HL0634
 HL0634.The orthometric height was scaled from a topographic map.
 HL0634
 HL0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0634
 HL0634.The geoid height was determined by GEOID03.
 HL0634
 HL0634;                    North         East     Units Scale Factor Converg.
 HL0634;SPC CO S     -   370,292.032   702,037.057   MT  1.00000020   -1 28 04.9
 HL0634;SPC CO S     - 1,214,866.44  2,303,266.58   sFT  1.00000020   -1 28 04.9
 HL0634;UTM  13      - 4,124,560.265   243,315.146   MT  1.00041171   -1 45 05.7
 HL0634
 HL0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0634!SPC CO S     -   0.99962773  x   1.00000020  =   0.99962793
 HL0634!UTM  13      -   0.99962773  x   1.00041171  =   1.00003929
 HL0634
 HL0634|---------------------------------------------------------------------|
 HL0634| PID    Reference Object                     Distance      Geod. Az  |
 HL0634|                                                           dddmmss.s |
 HL0634| CM6202 CARBON RM 1                           4.615 METERS 04330     |
 HL0634| CM6203 CARBON RM 2                           8.079 METERS 14411     |
 HL0634| CM6201 CARBON AZ MK                                       3424208.8 |
 HL0634|---------------------------------------------------------------------|
 HL0634
 HL0634                          SUPERSEDED SURVEY CONTROL
 HL0634
 HL0634  NAD 83(1986)-  37 13 56.09168(N)    107 53 36.12965(W) AD(       ) 1
 HL0634  NAD 27      -  37 13 56.08400(N)    107 53 33.88000(W) AD(       ) 1
 HL0634
 HL0634.Superseded values are not recommended for survey control.
 HL0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0634.See file dsdata.txt to determine how the superseded data were derived.
 HL0634
 HL0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB4331524560(NAD 83)
 HL0634_MARKER: DS = TRIANGULATION STATION DISK
 HL0634_SETTING: 66 = SET IN ROCK OUTCROP
 HL0634
 HL0634  HISTORY     - Date     Condition        Report By
 HL0634  HISTORY     - 1936     MONUMENTED       CGS
 HL0634  HISTORY     - 1949     GOOD             CGS
 HL0634  HISTORY     - 1960     GOOD             USFS
 HL0634  HISTORY     - 1964     GOOD             CGS
 HL0634
 HL0634                          STATION DESCRIPTION
 HL0634
 HL0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 HL0634'STATION IS LOCATED ON THE HIGHEST PART OF THE OVERTHRUST
 HL0634'RIDGE OF A HILL KNOWN AS CARBON MOUNTAIN ON THE W SIDE OF THE
 HL0634'ANIMAS RIVER IN THE MOST NORTHWESTERLY SECTION OF THE FRACTIONAL
 HL0634'T 34-1/2 N, R 9 W.  IT IS ABOUT 3-1/2 MILES SW OF DURANGO
 HL0634'AND ABOUT 1-1/4 MILES W OF CARBON JUNCTION OF THE D. AND R.G.W.
 HL0634'RAILROAD.
 HL0634'
 HL0634'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 HL0634'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 HL0634'
 HL0634'AZIMUTH MARK IS ABOUT 3/4 MILE NNW OF THE STATION.  AZIMUTH
 HL0634'IS ABOUT 50 YARDS N OF THE ROAD ON THE SECOND SMALL RIDGE
 HL0634'TO THE N.
 HL0634'
 HL0634'REACHED FROM DURANGO AS FOLLOWS--FROM THE INTERSECTION OF U.S.
 HL0634'HIGHWAYS 160 AND 550, GO E FOR 0.35 MILE TO T-STREET INTERSECTION
 HL0634'(NOT HIGHWAY INTERSECTION).  TURN RIGHT S AND GO 0.55 MILE
 HL0634'TO A Y-JUNCTION JUST PAST THE CONOCO TANKS.  BEAR LEFT AND
 HL0634'FOLLOW THE RIVER ROAD FOR 0.3 MILE TO THE BRIDGE ACROSS THE
 HL0634'ANIMAS RIVER, CONTINUE S FOR 0.4 MILE TO A T-ROAD RIGHT.
 HL0634'TURN RIGHT (W) AND FOLLOW THIS ROAD UP A CANYON FOR 1.5 MILES
 HL0634'TO A DIM T-ROAD LEFT.  TURN LEFT AND FOLLOW DIM ROAD AND
 HL0634'TRACKS UP RIDGE AS FAR AS THE TRUCK CAN BE DRIVEN UP RIDGE TO
 HL0634'END OF TRUCK TRAVEL.  THE STATION IS ON TOP OF THE
 HL0634'HIGHEST RIM ROCKS TO THE SE.  HEAD FOR THE STATION HEADING THE
 HL0634'WASHES, AND CLIMB THE HILL BY THE LEFT SHOULDER TO THE
 HL0634'RIM ROCK, THEN CONTINUE ALONG THE RIM TO THE HIGHEST
 HL0634'POINT ON THE NW CORNER OF THE RIM.  ABOUT A 45 MINUTE PACK.
 HL0634
 HL0634                          STATION RECOVERY (1949)
 HL0634
 HL0634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WIB)
 HL0634'STATION AND REFERENCE MARKS IN GOOD CONDITION AND RECOVERED
 HL0634'AS DESCRIBED.
 HL0634'
 HL0634'AZIMUTH MARK SEARCHED FOR BUT NOT RECOVERED.  ALL RIDGES
 HL0634'WITHIN 150 YD. OF AND ON BOTH SIDES OF THE ROAD WERE EXAMINED
 HL0634'FROM A POINT N-NE TO A POINT DUE W OF THE STATION, BUT NO
 HL0634'TRACE OF THE AZIMUTH COULD BE FOUND.
 HL0634
 HL0634                          STATION RECOVERY (1960)
 HL0634
 HL0634'RECOVERY NOTE BY US FOREST SERVICE 1960
 HL0634'STATION WAS FOUND AS DESCRIBED.
 HL0634
 HL0634                          STATION RECOVERY (1964)
 HL0634
 HL0634'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JJC)
 HL0634'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 HL0634'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  A SEARCH WAS
 HL0634'MADE FOR THE AZIMUTH MARK BUT THE ORIGINAL DESCRIPTION WAS
 HL0634'NOT DETAILED ENOUGH FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0738 ***********************************************************************
 JL0738  DESIGNATION -  CARBON
 JL0738  PID         -  JL0738
 JL0738  STATE/COUNTY-  CO/GUNNISON
 JL0738  USGS QUAD   -  MT AXTELL (1973)
 JL0738
 JL0738                         *CURRENT SURVEY CONTROL
 JL0738  ___________________________________________________________________
 JL0738* NAD 83(1992)-  38 47 39.44012(N)    107 02 35.27300(W)     ADJUSTED  
 JL0738* NAVD 88     -      3684.3    (meters)   12088.     (feet)  VERTCON   
 JL0738  ___________________________________________________________________
 JL0738  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 JL0738  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 JL0738
 JL0738  HORZ ORDER  -  FIRST
 JL0738
 JL0738.The horizontal coordinates were established by classical geodetic methods
 JL0738.and adjusted by the National Geodetic Survey in January 1993..
 JL0738
 JL0738.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0738
 JL0738.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0738
 JL0738.The geoid height was determined by GEOID03.
 JL0738
 JL0738;                    North         East     Units Scale Factor Converg.
 JL0738;SPC CO C     -   412,611.917   780,352.826   MT  0.99995016   -0 58 23.7
 JL0738;SPC CO C     - 1,353,710.93  2,560,207.56   sFT  0.99995016   -0 58 23.7
 JL0738;UTM  13      - 4,295,931.590   322,562.360   MT  0.99998771   -1 16 49.5
 JL0738
 JL0738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0738!SPC CO C     -   0.99942451  x   0.99995016  =   0.99937470
 JL0738!UTM  13      -   0.99942451  x   0.99998771  =   0.99941223
 JL0738
 JL0738|---------------------------------------------------------------------|
 JL0738| PID    Reference Object                     Distance      Geod. Az  |
 JL0738|                                                           dddmmss.s |
 JL0738| CM6205 CARBON RM 1                           4.922 METERS 04824     |
 JL0738| CM6206 CARBON RM 2                           7.132 METERS 14943     |
 JL0738| CM6204 CARBON AZ MK                                       3151005.2 |
 JL0738|---------------------------------------------------------------------|
 JL0738
 JL0738                          SUPERSEDED SURVEY CONTROL
 JL0738
 JL0738  NAD 83(1986)-  38 47 39.43820(N)    107 02 35.28277(W) AD(       ) 1
 JL0738  NAD 27      -  38 47 39.45790(N)    107 02 33.11000(W) AD(       ) 1
 JL0738  NGVD 29 (07/19/86) 3682.4    (m)        12081.     (f) VERT ANG       
 JL0738
 JL0738.Superseded values are not recommended for survey control.
 JL0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0738.See file dsdata.txt to determine how the superseded data were derived.
 JL0738
 JL0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC2256295932(NAD 83)
 JL0738_MARKER: DS = TRIANGULATION STATION DISK
 JL0738_SETTING: 0 = UNSPECIFIED SETTING
 JL0738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JL0738
 JL0738  HISTORY     - Date     Condition        Report By
 JL0738  HISTORY     - 1958     MONUMENTED       CGS
 JL0738  HISTORY     - 1959     GOOD             USGS
 JL0738
 JL0738                          STATION DESCRIPTION
 JL0738
 JL0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 JL0738'STATION IS LOCATED ABOUT 17 MILES NORTH AND 6 MILES WEST OF
 JL0738'GUNNISON, 5-1/2 MILES SOUTH AND 3-1/2 MILES WEST OF CRESTED
 JL0738'BUTTE, 9-1/2 MILES WEST OF STATE HIGHWAY 135 AND ON THE
 JL0738'HIGHEST POINT OF A PROMINENT PEAK, KNOWN LOCALLY AS CARBON
 JL0738'PEAK.
 JL0738'
 JL0738'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY
 JL0738'135 IN GUNNISON, GO NORTHWEST ON STATE HIGHWAY 135 FOR 3.7
 JL0738'MILES TO JUNCTION WITH STATE HIGHWAY 341.  TURN LEFT AND GO
 JL0738'NORTHWEST ON STATE HIGHWAY 341 FOR 9.6 MILES TO A FORK.  TAKE
 JL0738'LEFT FORK AND CONTINUE NORTHWEST FOR 2.5 MILES TO A FORK.
 JL0738'TAKE LEFT FORK AND CONTINUE NORTHWEST FOR 5.95 MILES TO A
 JL0738'CATTLEGUARD.  CROSS CATTLEGUARD AND CONTINUE NORTH FOR 0.55
 JL0738'MILE TO A TRACK ROAD RIGHT.  TURN RIGHT AND FOLLOW TRACK
 JL0738'ROAD FOR 0.1 MILE TO A WIRE GATE.  PASS THROUGH GATE, THENCE
 JL0738'BEAR RIGHT AND FOLLOW TRACK ROAD SOUTH AND EAST FOR 0.2
 JL0738'MILES TO A DIM FORK.  TAKE LEFT FORK AND FOLLOW TRACK ROAD
 JL0738'1.15 MILE TO A FORK.  FROM THIS POINT ON A JEEP
 JL0738'UNIVERSAL MUST BE USED.  TAKE LEFT FORK AND PICK WAY UP
 JL0738'AN OLD MOUNTAIN TRAIL FOR ABOUT 2.3 MILES TO TOP OF
 JL0738'RIDGE AND AZIMUTH MARK ON LEFT.  BEAR RIGHT AND FOLLOW
 JL0738'SOUTHEAST ALONG TOP OF RIDGE FOR 0.45 MILE TO THE HIGHEST
 JL0738'POINT AND STATION.
 JL0738'
 JL0738'STATION MARK IS A STANDARD DISK, STAMPED CARBON 1958.  IT IS
 JL0738'WELDED TO THE TOP OF A 2 INCH GALVANIZED PIPE AND IS FLUSH
 JL0738'WITH THE SURROUNDING SURFACE.  IT IS 50 FEET WEST OF THE EAST
 JL0738'END OF RIDGE, 34 FEET SOUTH OF THE NORTH SIDE OF RIDGE AND
 JL0738'38 FEET SOUTHWEST OF A 3 FOOT CAIRN.
 JL0738'
 JL0738'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CARBON NO 1 1958.
 JL0738'IT IS WELDED TO THE TOP OF A 2 INCH GALVANIZED PIPE WHICH
 JL0738'PROJECTS 5 INCHES.  IT IS 26 FEET SOUTHWEST OF THE CAIRN.
 JL0738'
 JL0738'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CARBON NO 2 1958.
 JL0738'IT IS WELDED TO THE TOP OF A 2 INCH GALVANIZED PIPE WHICH
 JL0738'PROJECTS 2 INCHES.  IT IS 37 FEET SOUTH OF THE CAIRN.
 JL0738'
 JL0738'AZIMUTH MARK IS A STANDARD DISK, STAMPED CARBON 1958.  IT
 JL0738'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 JL0738'PROJECTS ABOUT 1 FOOT AND WHICH IS ABOUT 15 FEET LOWER THAN
 JL0738'THE TOP OF THE RIDGE.  IT IS 23 FEET EAST OF THE TOP EDGE OF
 JL0738'RIDGE AND 26 FEET NORTHEAST OF A 3 FOOT CAIRN.
 JL0738
 JL0738                          STATION RECOVERY (1959)
 JL0738
 JL0738'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 JL0738'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---CARBON 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1845 ***********************************************************************
 KK1845  CBN         -  This is a Cooperative Base Network Control Station.
 KK1845  DESIGNATION -  CARBON
 KK1845  PID         -  KK1845
 KK1845  STATE/COUNTY-  CO/JEFFERSON
 KK1845  USGS QUAD   -  MORRISON (1994)
 KK1845
 KK1845                         *CURRENT SURVEY CONTROL
 KK1845  ___________________________________________________________________
 KK1845* NAD 83(1992)-  39 38 52.23451(N)    105 08 16.51578(W)     ADJUSTED  
 KK1845* NAVD 88     -      1762.4    (meters)    5782.     (feet)  GPS OBS   
 KK1845  ___________________________________________________________________
 KK1845  X           -  -1,284,589.002 (meters)                     COMP
 KK1845  Y           -  -4,748,400.868 (meters)                     COMP
 KK1845  Z           -   4,049,070.181 (meters)                     COMP
 KK1845  LAPLACE CORR-         -16.75  (seconds)                    DEFLEC99
 KK1845  ELLIP HEIGHT-        1746.42  (meters)          (10/21/02) GPS OBS
 KK1845  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 KK1845
 KK1845  HORZ ORDER  -  B
 KK1845  ELLP ORDER  -  FOURTH    CLASS II
 KK1845
 KK1845.The horizontal coordinates were established by GPS observations
 KK1845.and adjusted by the National Geodetic Survey in May 1992..
 KK1845
 KK1845.The orthometric height was determined by GPS observations and a
 KK1845.high-resolution geoid model.
 KK1845
 KK1845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK1845
 KK1845.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1845
 KK1845.The ellipsoidal height was determined by GPS observations
 KK1845.and is referenced to NAD 83.
 KK1845
 KK1845.The geoid height was determined by GEOID03.
 KK1845
 KK1845;                    North         East     Units Scale Factor Converg.
 KK1845;SPC CO C     -   506,291.653   945,478.733   MT  0.99998139   +0 13 42.1
 KK1845;SPC CO C     - 1,661,058.53  3,101,958.14   sFT  0.99998139   +0 13 42.1
 KK1845;UTM  13      - 4,388,681.505   488,166.844   MT  0.99960172   -0 05 16.8
 KK1845
 KK1845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1845!SPC CO C     -   0.99972609  x   0.99998139  =   0.99970748
 KK1845!UTM  13      -   0.99972609  x   0.99960172  =   0.99932792
 KK1845
 KK1845|---------------------------------------------------------------------|
 KK1845| PID    Reference Object                     Distance      Geod. Az  |
 KK1845|                                                           dddmmss.s |
 KK1845| CP6744 CARBON RM 1                          15.778 METERS 02132     |
 KK1845| CP6745 CARBON RM 2                          15.080 METERS 13158     |
 KK1845| KK1856 CARBON AZ MK                        APPROX. 2.2 KM 3442135.8 |
 KK1845|---------------------------------------------------------------------|
 KK1845
 KK1845                          SUPERSEDED SURVEY CONTROL
 KK1845
 KK1845  ELLIP H (05/26/92) 1746.46   (m)                       GP(       ) 4 1
 KK1845  NAD 83(1986)-  39 38 52.23166(N)    105 08 16.51474(W) AD(       ) 1
 KK1845  NAD 27      -  39 38 52.27396(N)    105 08 14.56230(W) AD(       ) 1
 KK1845  NGVD 29 (06/11/92) 1761.3    (m)         5779.     (f) GPS OBS        
 KK1845
 KK1845.Superseded values are not recommended for survey control.
 KK1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1845.See file dsdata.txt to determine how the superseded data were derived.
 KK1845
 KK1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8816788682(NAD 83)
 KK1845_MARKER: DS = TRIANGULATION STATION DISK
 KK1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1845_SP_SET: CONCRETE POST
 KK1845_STAMPING: CARBON 1977
 KK1845_MARK LOGO: NGS   
 KK1845_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK1845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1845+STABILITY: SURFACE MOTION
 KK1845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1845+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2002
 KK1845
 KK1845  HISTORY     - Date     Condition        Report By
 KK1845  HISTORY     - 1977     MONUMENTED       NGS
 KK1845  HISTORY     - 1977     GOOD             NGS
 KK1845  HISTORY     - 19810723 GOOD             CODOT
 KK1845  HISTORY     - 19910515 GOOD             NGS
 KK1845  HISTORY     - 19950506 GOOD             CODOT
 KK1845  HISTORY     - 20021113 GOOD             CO1435
 KK1845
 KK1845                          STATION DESCRIPTION
 KK1845
 KK1845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1845'THE STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF DOWNTOWN
 KK1845'DENVER, 5-1/2 MILES SOUTH-SOUTHEAST OF THE JUNCTION OF
 KK1845'INTERSTATE HIGHWAY 70 AND U.S. HIGHWAY 6 NEAR GOLDEN, 4 MILES
 KK1845'SOUTH OF THE DENVER FEDERAL CENTER, AND 3 MILES EAST OF
 KK1845'MORRISON, BETWEEN STATE HIGHWAY 8 AND U.S. HIGHWAY 285.
 KK1845'
 KK1845'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 121
 KK1845'(WADSWORTH BOULEVARD) AND U.S. HIGHWAY 6, GO SOUTH ON WADSWORTH
 KK1845'BOULEVARD 3.5 MILES TO STATE HIGHWAY 8 (MORRISON ROAD). TURN
 KK1845'RIGHT ON HIGHWAY 8 AND GO WEST 1.6 MILES TO STATE HIGHWAY 391
 KK1845'(KIPLING STREET). CONTINUE WEST 0.9 MILE TO A SIDE ROAD LEFT
 KK1845'AND A SIGN FOR THE CORPS OF ENGINEERS BEAR CREEK LAKE DAM. (TO
 KK1845'REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE WEST ON
 KK1845'HIGHWAY 8 FOR 1.05 MILES TO THE MARK ON THE LEFT.) TURN LEFT
 KK1845'AND FOLLOW THE PAVED ROAD SOUTHERLY 0.1 MILE TO A GATE. FROM
 KK1845'THIS POINT THE STATION IS ABOUT 1/2 MILE SOUTH OVER A LARGE
 KK1845'CONSTRUCTION SITE FOR A DAM, ON THE WESTERN END OF A GRAVEL
 KK1845'RIDGE.
 KK1845'
 KK1845'STATION MARKS, STAMPED---CARBON 1977---, ARE STANDARD DISKS.
 KK1845'THE SURFACE MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KK1845'CONCRETE MONUMENT 2 INCHES BELOW THE GROUND SURFACE. THE
 KK1845'UNDERGROUND MARK IS SET IN AN IRREGULAR MASS
 KK1845'OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE. THEY ARE
 KK1845'3.2 FEET NORTHEAST OF A WITNESS POST.
 KK1845'
 KK1845'REFERENCE MARK 1, STAMPED---CARBON NO 1 1977---, IS A STANDARD
 KK1845'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KK1845'FLUSH WITH THE GROUND. IT IS 1.0 FOOT WEST OF A WITNESS POST.
 KK1845'
 KK1845'REFERENCE MARK 2, STAMPED---CARBON NO 2 1977---, IS A STANDARD
 KK1845'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KK1845'FLUSH WITH THE GROUND. IT IS 1.2 FEET SOUTHWEST OF A
 KK1845'WITNESS POST.
 KK1845'
 KK1845'AZIMUTH MARK, STAMPED---CARBON 1977---, IS A STANDARD DISK SET
 KK1845'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 KK1845'GROUND. IT IS 61 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 8,
 KK1845'1.8 FEET WEST OF A WITNESS POST, AND 0.5 FOOT NORTH OF A RIGHT-
 KK1845'OF-WAY FENCE.
 KK1845'
 KK1845'THE HEIGHT OF LIGHT ABOVE THE MARK WAS 14.5 METERS.
 KK1845
 KK1845                          STATION RECOVERY (1977)
 KK1845
 KK1845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KK1845'RECOVERED IN GOOD CONDITION.
 KK1845
 KK1845                          STATION RECOVERY (1981)
 KK1845
 KK1845'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1981 (CLN)
 KK1845'THE STATION MARK, REFERENCE MARKS 1,2 AND THE AZIMUTH MARK WERE
 KK1845'RECOVERED IN GOOD CONDITION.  CHANGES IN THE TO REACH AND LOCATION
 KK1845'REQUIRE NEW ONES.  SLIGHT CHANGES OCCUR IN MEASUREMENTS BUT THEY FALL
 KK1845'IN THE REQUIREMENTS.
 KK1845'THE STATION IS LOCATED ABOUT 9 MILES (14.5 KM) SOUTHWEST OF DOWNTOWN
 KK1845'DENVER, 5-1/2 MILES SOUTH-SOUTHEAST OF THE JUNCTION OF INTERSTATE
 KK1845'HIGHWAY 70 AND U.S. HIGHWAY 6 NEAR GOLDEN, 4 MILES (6.4 KM) SOUTH OF
 KK1845'THE DENVER FEDERAL CENTER AND 3 MILES (4.8 KM) EAST OF MORRISON,
 KK1845'BETWEEN STATE HIGHWAY 8 AND U.S. HIGHWAY 285.  OWNERSHIP--U.S. ARMY
 KK1845'CORPS OF ENGINEERS, CHATFIELD DAM, ROUTE 1, LITTLETON, CO.
 KK1845'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 121
 KK1845'(WADSWORTH BLVD) AND U.S. HIGHWAY 6, 60 SOUTH ON WADSWORTH BLVD.  3.5
 KK1845'MILES (5.6 KM) TO STATE HIGHWAY 8 (MORRISON ROAD) .  TURN RIGHT ON
 KK1845'HIGHWAY 8 AND GO WEST 1.6 MILES (2.6 KM) TO STATE HIGHWAY 391 (KIPLING
 KK1845'ST) .  CONTINUE WEST 0.9 MILE (1.4 KM) TO A SIDE ROAD LEFT AND A SIGN
 KK1845'FOR THE CORPS OF ENGINEERS BEAR CREEK LAKE DAM.  (TO REACH THE AZIMUTH
 KK1845'MARK FROM THIS POINT, CONTINUE WEST ON HIGHWAY 8 FOR 1.05 MILES (1.69
 KK1845'KM) TO THE MARK ON THE LEFT.) TURN LEFT AND FOLLOW THE PAVED ROAD
 KK1845'SOUTHERLY 0.1 MILE (0.2 KM) TO A GATE.  PASS THROUGH THIS GATE AND
 KK1845'CONTINUE 0.15 MILE (0.24 KM) TO ANOTHER LOCKED GATE.  PASS THROUGH THE
 KK1845'GATE, CONTINUE SOUTHERLY FOR 0.15 MILE (0.24 KM) TO A T-INTERSECTION.
 KK1845'TURN RIGHT, EASTERLY, UPHILL FOR 1.1 MILE (1.8 KM) THEN TO DOWNHILL TO
 KK1845'A Y-INTERSECTION.  TAKE THE LEFT FORK, SOUTHERLY, ALONG THE ROAD
 KK1845'BETWEEN THE DAM AND THE LAKE FOR 1.2 MILES (1.9 KM) TO THE TOP OF THE
 KK1845'OTHER SIDE OF THE DAM AND A DIRT SIDEROAD LEFT.  TURN LEFT, NORTHERLY
 KK1845'AND UPHILL FOR 0.25 MILE (0.40 KM) TO THE STATION ON THE WESTERN SIDE
 KK1845'OF THE MESA.
 KK1845'THE STATION IS A STANDARD NGS DISK STAMPED--CARBON 1977--, SET INTO
 KK1845'THE TOP OF A ROUND CONCRETE MONUMENT, 30 CM (12 INCHES) IN DIAMETER,
 KK1845'RECESSED 5 CM (2 INCHES) BELOW THE GROUND.  LOCATED 21.5 METERS WEST
 KK1845'FROM A DIRT ROAD AND 1.0 METERS NORTHEAST FROM A WITNESS POST WITH A
 KK1845'SIGN.
 KK1845'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED-CARBON NO 1 1977--,
 KK1845'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN
 KK1845'DIAMETER RECESSED 4 INCHES, 10 CM BELOW THE GROUND.  LOCATED 14.0
 KK1845'METERS WEST FROM A DIRT ROAD AND 0.3 METER WEST FROM A WITNESS POST
 KK1845'WITH SIGN.
 KK1845'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED-CARBON NO 2 1977--,
 KK1845'SET INTO THE TOP OF A ROUND CONRCETE MONUMENT 12 INCHES (30 CM) IN
 KK1845'DIAMETER RECESSED 4 INCHES, 10 CM BELOW THE GROUND.  LOCATED 12.2
 KK1845'METERS WEST FROM A DIRT ROAD.  0.6 METER WEST FROM A WITNESS POST WITH
 KK1845'SIGN.
 KK1845'AZIMUTH MARK NO 1 IS A STANDARD NGS DISK STAMPED--CARBON 1977--, SET
 KK1845'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN
 KK1845'DIAMETER FLUSH WITH THE GROUND. LOCATED 61 FEET, 18.6 METERS SOUTH
 KK1845'FROM THE CENTER OF STATE HIGHWAY 8.  1.8 FEET, 0.6 METER WEST FROM A
 KK1845'WITNESS POST WITH SIGN, 0.5 FOOT, 0.2 METER NORTH FROM THE RIGHT OF
 KK1845'WAY FENCE.
 KK1845
 KK1845                          STATION RECOVERY (1991)
 KK1845
 KK1845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KK1845'STATION IS LOCATED ABOUT 4.5 KM (2.8 MI) EAST OF MORRISON, 5 KM
 KK1845'(3.1 MI) SOUTH OF LAKEWOOD, IN BEAR LAKE CREEK PARK, ON MOUNT CARBON,
 KK1845'ABOUT 50 M (164.0 FT) EAST OF THE WEST END OF THE MESA, IN NORTH
 KK1845'CENTRAL SECTION 5, T 5 S, R 69 W.  OWNERSHIP--CITY OF LAKEWOOD,
 KK1845'COMMUNITY RESOURCES, LAKEWOOD MUNICIPAL CENTER, 445 SOUTH ALLISON
 KK1845'PARKWAY, LAKEWOOD, CO 80226.  CONTACT PARK RANGER JEANNE SLETTO.
 KK1845'PHONE IS 303-987-7882 FOR KEY TO GATE.
 KK1845'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 8 AND 470 ON THE EAST
 KK1845'SIDE OF MORRISON, GO EAST ON HIGHWAY 8 FOR 0.26 KM (0.16 MI) TO THE
 KK1845'WEST ENTRANCE TO THE PARK ON THE RIGHT.  TURN RIGHT, SOUTH, ON PAVED
 KK1845'ROAD FOR 0.04 KM (0.02 MI) TO A T-ROAD.  TURN LEFT, EAST, ON PAVED
 KK1845'AND DIRT ROAD FOR 0.15 KM (0.09 MI) TO A PAVED FORK AT BRIDGE ON THE
 KK1845'RIGHT. BEAR LEFT, EAST, ON KUMPFMILLER DRIVE FOR 2.17 KM (1.35 MI) TO
 KK1845'A T-ROAD AT A MARINA ON THE RIGHT.  TURN LEFT, UPHILL, ON PAVED ROAD
 KK1845'FOR 0.89 KM (0.55 MI) TO A PAVED ROAD RIGHT AT BASE OF DAM.  TURN
 KK1845'RIGHT, SOUTHEAST, FOR 0.16 KM (0.10 MI) TO A LOCKED GATE.  PASS
 KK1845'THROUGH GATE AND FOLLOW NARROW PAVED ROAD AROUND LAKE AND HILL FOR
 KK1845'1.93 KM (1.20 MI) TO A TRACK ROAD LEFT AT SHARP CURVE RIGHT JUST
 KK1845'BEFORE END OF PAVEMENT.  TURN LEFT, NORTHWEST, UPHILL ON TRACK ROAD
 KK1845'FOR 0.29 KM (0.18 MI) TO A FORK ON TOP OF MESA.  BEAR LEFT,
 KK1845'NORTHWEST, FOR 40 M (131.2 FT) TO THE STATION ON THE RIGHT.
 KK1845'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST 10 CM
 KK1845'BELOW GROUND IN A FLAT GRASSY AREA.  IT IS 11.5 M (37.7 FT) NORTHEAST
 KK1845'OF THE ROAD CENTER, 23.0 M (75.5 FT) WEST-NORTHWEST OF THE OTHER ROAD
 KK1845'CENTER, 44.9 M (147.3 FT) SOUTH OF A VENT PIPE SET IN A WELL CASING,
 KK1845'1.4 M (4.6 FT) NORTHEAST OF A METAL WITNESS POST AND 1.2 M (3.9 FT)
 KK1845'SOUTHWEST OF A METAL WITNESS POST.
 KK1845'DESCRIBED BY G.R.HEID
 KK1845
 KK1845                          STATION RECOVERY (1995)
 KK1845
 KK1845'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (KAW)
 KK1845'RECOVERED AS DESCRIBED.
 KK1845
 KK1845                          STATION RECOVERY (2002)
 KK1845
 KK1845'RECOVERY NOTE BY CITY OF LAKEWOOD COLORADO 2002
 KK1845'TO GAIN ENTRANCE TO LOCKED GATE CALL PARK OFC (303)697-6159.  DO NOT
 KK1845'USE BIKE PATH IN LIEU OF GRAVEL ROAD ACCESSING THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1856 ***********************************************************************
 KK1856  DESIGNATION -  CARBON AZ MK
 KK1856  PID         -  KK1856
 KK1856  STATE/COUNTY-  CO/JEFFERSON
 KK1856  USGS QUAD   -  MORRISON (1994)
 KK1856
 KK1856                         *CURRENT SURVEY CONTROL
 KK1856  ___________________________________________________________________
 KK1856* NAD 83(1992)-  39 40 01.80485(N)    105 08 41.71765(W)     ADJUSTED  
 KK1856* NAVD 88     -      1748.6    (meters)    5737.     (feet)  VERTCON   
 KK1856  ___________________________________________________________________
 KK1856  LAPLACE CORR-         -16.99  (seconds)                    DEFLEC99
 KK1856  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 KK1856
 KK1856  HORZ ORDER  -  SECOND
 KK1856
 KK1856.The horizontal coordinates were established by classical geodetic methods
 KK1856.and adjusted by the National Geodetic Survey in January 1993..
 KK1856
 KK1856.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1856
 KK1856.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1856
 KK1856.The geoid height was determined by GEOID03.
 KK1856
 KK1856;                    North         East     Units Scale Factor Converg.
 KK1856;SPC CO C     -   508,434.856   944,869.501   MT  0.99998466   +0 13 26.2
 KK1856;SPC CO C     - 1,668,090.02  3,099,959.35   sFT  0.99998466   +0 13 26.2
 KK1856;UTM  13      - 4,390,827.222   487,569.686   MT  0.99960190   -0 05 33.0
 KK1856
 KK1856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1856!SPC CO C     -   0.99972826  x   0.99998466  =   0.99971293
 KK1856!UTM  13      -   0.99972826  x   0.99960190  =   0.99933027
 KK1856
 KK1856                          SUPERSEDED SURVEY CONTROL
 KK1856
 KK1856  NAD 83(1986)-  39 40 01.80223(N)    105 08 41.71654(W) AD(       ) 2
 KK1856  NAD 27      -  39 40 01.84555(N)    105 08 39.76363(W) AD(       ) 2
 KK1856  NGVD 29 (07/19/86) 1747.6    (m)         5734.     (f) VERT ANG       
 KK1856
 KK1856.Superseded values are not recommended for survey control.
 KK1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1856.See file dsdata.txt to determine how the superseded data were derived.
 KK1856
 KK1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8757090827(NAD 83)
 KK1856_MARKER: DZ = AZIMUTH MARK DISK
 KK1856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK1856_STAMPING: CARBON 1977
 KK1856_MARK LOGO: NGS   
 KK1856_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1856+STABILITY: SURFACE MOTION
 KK1856
 KK1856  HISTORY     - Date     Condition        Report By
 KK1856  HISTORY     - 1977     MONUMENTED       NGS
 KK1856  HISTORY     - 19810817 GOOD             NGS
 KK1856  HISTORY     - 19850409 GOOD             NGS
 KK1856
 KK1856                          STATION DESCRIPTION
 KK1856
 KK1856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1856'THE STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF DOWNTOWN
 KK1856'DENVER, 5 MILES SOUTH-SOUTHEAST OF THE JUNCTION OF
 KK1856'INTERSTATE HIGHWAY 70 AND U.S. HIGHWAY 6 NEAR GOLDEN, 4 MILES
 KK1856'SOUTH OF THE DENVER FEDERAL CENTER, AND 3 MILES EAST OF
 KK1856'MORRISON, ON THE RIGHT-OF-WAY OF STATE HIGHWAY 8.
 KK1856'
 KK1856'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 121
 KK1856'(WADSWORTH BOULEVARD) AND U.S. HIGHWAY 6, GO SOUTH ON WADSWORTH
 KK1856'BOULEVARD 3.5 MILES TO STATE HIGHWAY 8 (MORRISON ROAD). TURN
 KK1856'RIGHT ON HIGHWAY 8 AND GO WEST 1.6 MILES TO STATE HIGHWAY 391
 KK1856'(KIPLING STREET). CONTINUE WEST 0.9 MILE TO A SIDE ROAD LEFT
 KK1856'AND A SIGN FOR THE CORPS OF ENGINEERS BEAR CREEK LAKE DAM.
 KK1856'CONTINUE WEST FOR 1.05 MILES TO THE MARK ON THE LEFT.
 KK1856'
 KK1856'STATION MARK, STAMPED---CARBON 1977---, IS A STANDARD
 KK1856'AZIMUTH MARK DISK SET
 KK1856'IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 KK1856'GROUND. IT IS 61 FEET SOUTH OF THE CENTER OF STATE HIGHWAY 8,
 KK1856'1.8 FEET WEST OF A WITNESS POST, AND 0.5 FOOT NORTH OF A RIGHT-
 KK1856'OF-WAY FENCE.
 KK1856'
 KK1856'AN ELECTRONIC TRAVERSE MEASUREMENT WAS MADE TO TRIANGULATION
 KK1856'STATION---CARBON---.
 KK1856'THE HEIGHT OF LIGHT ABOVE THE MARK WAS 1.0 METERS.
 KK1856
 KK1856                          STATION RECOVERY (1981)
 KK1856
 KK1856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 KK1856'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 KK1856'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK TO REACH AND LOCATION
 KK1856'WERE CORRECT IN THE 1977 DESCRIPTION.  USE THE 1981 TO REACH TO GET TO
 KK1856'THE STATION MARK.  THE DISTANCE FROM THE AZIMUTH MARK TO THE STATION
 KK1856'MARK WAS RECHECKED.
 KK1856
 KK1856                          STATION RECOVERY (1985)
 KK1856
 KK1856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 KK1856'THE STATION IS A STANDARD NGS DISK STAMPED--CARBON 1977--SET INTO THE
 KK1856'TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30 CM) IN DIAMETER FLUSH
 KK1856'WITH GROUND.  THE DISK IS A STANDARD NGS AZIMUTH MARK DISK.  LOCATED
 KK1856'12.8 METERS (42.0 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE OF THE
 KK1856'EASTBOUND LANES OF STATE HWY 8.  0.6 METER (2.0 FT) NORTHWEST FROM A
 KK1856'WITNESS POST AND 0.2 METER (0.7 FT) NORTH-NORTHWEST FROM THE SOUTHERN
 KK1856'RIGHT-OF-WAY FENCE.
 KK1856' 
 KK1856'REFERENCE MARK NO 1 IS A STANDARD JCMD DISK STAMPED--CARBON AZIMUTH NO
 KK1856'1 1985--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30
 KK1856'CM) IN DIAMETER FLUSH WITH GROUND. LOCATED 12.8 METERS (42.0 FT) SOUTH
 KK1856'FROM THE CENTERLINE OF THE EASTBOUND LANES OF STATE HWY 8.  12.2
 KK1856'METERS (40.0 FT) EAST FROM A WITNESS POST AND 0.3 METER (1.0 FT) NORTH
 KK1856'FROM THE RIGHT-OF-WAY FENCE.
 KK1856' 
 KK1856'REFERENCE MARK NO 2 IS A STANDARD JCMD DISK STAMPED--CARBON AZIMUTH NO
 KK1856'2 1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30
 KK1856'CM) IN DIAMETER, FLUSH WITH GROUND.  LOCATED 12.8 METERS (42.0 FT)
 KK1856'SOUTH FROM THE CENTERLINE OF THE EASTBOUND LANES OF STATE HWY 8.  12.8
 KK1856'METERS (42.0 FT) WEST FROM A WITNESS POST AND 0.3 METER (1.0 FT) NORTH
 KK1856'FROM THE RIGHT-OF-WAY FENCE.
 KK1856' 
 KK1856'AZIMUTH MARK NO 1 IS A STANDARD JCMD DISK STAMPED--CARBON AZIMUTH
 KK1856'AZIMUTH MARK--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12
 KK1856'INCHES (30 CM) IN DIAMETER FLUSH WITH GROUND. LOCATED 26.2 METERS
 KK1856'(86.0 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE EASTBOUND LANES
 KK1856'OF STATE HWY 8.  0.9 METER (3.0 FT) WEST FROM A WITNESS POST.  0.9
 KK1856'METER (3.0 FT) EAST-NORTHEAST FROM A 3 INCH PIPE FENCE POST AT JOG IN
 KK1856'FENCE AND 0.6 NORTH-NORTHEAST FROM THE SOUTHERN RIGHT-OF-WAY FENCE.
 KK1856'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN MORRISON, COLORADO,
 KK1856'GO EAST ON STATE HIGHWAY 8 FOR 5.7 KM (3.55 MI) TO THE AZIMUTH MARK ON
 KK1856'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0790 ***********************************************************************
 KL0790  DESIGNATION -  CARBONDALE
 KL0790  PID         -  KL0790
 KL0790  STATE/COUNTY-  CO/GARFIELD
 KL0790  USGS QUAD   -  STONY RIDGE (1987)
 KL0790
 KL0790                         *CURRENT SURVEY CONTROL
 KL0790  ___________________________________________________________________
 KL0790* NAD 83(1992)-  39 22 04.45161(N)    107 16 50.10814(W)     ADJUSTED  
 KL0790* NAVD 88     -      2606.9    (meters)    8553.     (feet)  VERTCON   
 KL0790  ___________________________________________________________________
 KL0790  LAPLACE CORR-          -3.50  (seconds)                    DEFLEC99
 KL0790  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 KL0790
 KL0790  HORZ ORDER  -  THIRD
 KL0790
 KL0790.The horizontal coordinates were established by classical geodetic methods
 KL0790.and adjusted by the National Geodetic Survey in January 1993..
 KL0790
 KL0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0790
 KL0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0790
 KL0790.The geoid height was determined by GEOID03.
 KL0790
 KL0790;                    North         East     Units Scale Factor Converg.
 KL0790;SPC CO C     -   476,654.163   760,976.071   MT  0.99994673   -1 07 22.8
 KL0790;SPC CO C     - 1,563,822.87  2,496,635.66   sFT  0.99994673   -1 07 22.8
 KL0790;UTM  13      - 4,360,085.312   303,536.605   MT  1.00007525   -1 26 49.3
 KL0790
 KL0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0790!SPC CO C     -   0.99959352  x   0.99994673  =   0.99954027
 KL0790!UTM  13      -   0.99959352  x   1.00007525  =   0.99966874
 KL0790
 KL0790                          SUPERSEDED SURVEY CONTROL
 KL0790
 KL0790  NAD 83(1986)-  39 22 04.44841(N)    107 16 50.11022(W) AD(       ) 3
 KL0790  NGVD 29 (11/04/91) 2605.4    (m)         8548.     (f) VERT ANG       
 KL0790
 KL0790.Superseded values are not recommended for survey control.
 KL0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0790.See file dsdata.txt to determine how the superseded data were derived.
 KL0790
 KL0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD0353760085(NAD 83)
 KL0790_MARKER: DD = SURVEY DISK
 KL0790_SETTING: 66 = SET IN ROCK OUTCROP
 KL0790_SP_SET: SET IN ROCK OUTCROP
 KL0790_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0790+STABILITY: POSITION/ELEVATION WELL
 KL0790
 KL0790  HISTORY     - Date     Condition        Report By
 KL0790  HISTORY     - 1960     MONUMENTED       USGS
 KL0790
 KL0790                          STATION DESCRIPTION
 KL0790
 KL0790'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 KL0790'STATION IS LOCATED 2 MI. S. AND 4 MI. W. OF CARBONDALE, COLORADO, ON
 KL0790'A PROMINENT N-S. RIDGE ABOUT 0.6 MI. E. OF A COUNTY RD.
 KL0790'
 KL0790'TO REACH THE STATION FROM THE POST OFFICE IN CARBONDALE, DRIVE W. ON
 KL0790'THE MAIN STREET 0.5 MI. TO STATE ROAD 133, CROSS HIGHWAY AND CONTINUE
 KL0790'W. AND N. ON A GRAVELED RD. 0.9 MI. TO A T-RD. W., THENCE W., CROSS
 KL0790'CRYSTAL RIVER AND DRIVE 5.3 MI. ON MAIN WINDING RD. TO A T-RD. W.
 KL0790'(VEHICLE NOW HEADING S.).  PARK VEHICLE AND PACK E. AND SLIGHTLY S.
 KL0790'TO A ROCKY KNOB ON PROMINENT MAIN RIDGE.  STATION IS LOCATED ON A
 KL0790'HIGH POINT THAT OVERLOOKS THE CRYSTAL RIVER TO THE E. AND A SMALL
 KL0790'VALLEY TO THE W.  ABOUT A 45-MINUTE PACK WITH A 30 POUND LOAD.
 KL0790'
 KL0790'STATION MARK--A STANDARD TABLET SET IN OUTCROPPING INTRUSIVE ROCK
 KL0790'ABOUT 2.0 FT. BELOW HIGHEST JAGGED POINT 3 FT. TO THE NE. AND STAMPED
 KL0790'---CARBONDALE 1960---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1354 ***********************************************************************
 LL1354  DESIGNATION -  CARIBOU
 LL1354  PID         -  LL1354
 LL1354  STATE/COUNTY-  CO/BOULDER
 LL1354  USGS QUAD   -  WARD (1978)
 LL1354
 LL1354                         *CURRENT SURVEY CONTROL
 LL1354  ___________________________________________________________________
 LL1354* NAD 83(1992)-  40 00 51.10768(N)    105 36 38.20501(W)     ADJUSTED  
 LL1354* NAVD 88     -      3754.     (meters)   12316.     (feet)  SCALED    
 LL1354  ___________________________________________________________________
 LL1354  LAPLACE CORR-         -16.96  (seconds)                    DEFLEC99
 LL1354  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 LL1354
 LL1354  HORZ ORDER  -  THIRD
 LL1354
 LL1354.The horizontal coordinates were established by classical geodetic methods
 LL1354.and adjusted by the National Geodetic Survey in January 1993..
 LL1354
 LL1354.The orthometric height was scaled from a topographic map.
 LL1354
 LL1354.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1354
 LL1354.The geoid height was determined by GEOID03.
 LL1354
 LL1354;                    North         East     Units Scale Factor Converg.
 LL1354;SPC CO N     -   380,402.621   904,958.487   MT  0.99996532   -0 04 17.3
 LL1354;SPC CO N     - 1,248,037.60  2,969,017.97   sFT  0.99996532   -0 04 17.3
 LL1354;UTM  13      - 4,429,511.447   447,888.923   MT  0.99963343   -0 23 33.4
 LL1354
 LL1354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1354!SPC CO N     -   0.99941346  x   0.99996532  =   0.99937880
 LL1354!UTM  13      -   0.99941346  x   0.99963343  =   0.99904710
 LL1354
 LL1354:                Primary Azimuth Mark                     Grid Az
 LL1354:SPC CO N     -  BRYAN                                    183 58 17.2
 LL1354:UTM  13      -  BRYAN                                    184 17 33.3
 LL1354
 LL1354|---------------------------------------------------------------------|
 LL1354| PID    Reference Object                     Distance      Geod. Az  |
 LL1354|                                                           dddmmss.s |
 LL1354| KK2009 BRYAN                               APPROX. 8.2 KM 1835359.9 |
 LL1354|---------------------------------------------------------------------|
 LL1354
 LL1354                          SUPERSEDED SURVEY CONTROL
 LL1354
 LL1354  NAD 83(1986)-  40 00 51.10421(N)    105 36 38.19851(W) AD(       ) 3
 LL1354  NAD 27      -  40 00 51.15529(N)    105 36 36.20158(W) AD(       ) 3
 LL1354
 LL1354.Superseded values are not recommended for survey control.
 LL1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1354.See file dsdata.txt to determine how the superseded data were derived.
 LL1354
 LL1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE4788929511(NAD 83)
 LL1354_MARKER: DD = SURVEY DISK
 LL1354_SETTING: 66 = SET IN ROCK OUTCROP
 LL1354_SP_SET: SET IN ROCK OUTCROP
 LL1354_MARK LOGO: USGS  
 LL1354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL1354+STABILITY: POSITION/ELEVATION WELL
 LL1354
 LL1354  HISTORY     - Date     Condition        Report By
 LL1354  HISTORY     - 1941     MONUMENTED       USGS
 LL1354  HISTORY     - 2000     GOOD             NGS
 LL1354  HISTORY     - 20001126 GOOD             LOCSUR
 LL1354
 LL1354                          STATION DESCRIPTION
 LL1354
 LL1354'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 LL1354'STATION IS LOCATED ON A HIGH, BALD HILL, LOCALLY KNOWN AS BALD
 LL1354'MOUNTAIN.  TAKE RD. AT UNIVERSITY CAMP 4.2 MI. TO THE HORSESHOE, TURN
 LL1354'RIGHT ON TRAIL TO ARAPAHOE PEAK.  FOLLOW DIM TRAIL TO TWO SMALL PONDS.
 LL1354'STATION VISIBLE FROM THIS POINT.
 LL1354'
 LL1354'STATION MARK--A STANDARD BRONZE TABLET CEMENTED IN SOLID ROCK, STAMPED
 LL1354'---CARIBOU R 1941---.
 LL1354'
 LL1354'REFERENCE MARK NO. 1--A STANDARD BRONZE REFERENCE TABLET CEMENTED IN
 LL1354'SOLID ROCK, STAMPED ---REFERENCE NO. 1---, 12.42 FT. DISTANT FROM
 LL1354'STATION MARK, S 87 DEG 43 MIN W.
 LL1354'
 LL1354'REFERENCE MARK NO. 2--A STANDARD BRONZE REFERENCE TABLET CEMENTED IN
 LL1354'SOLID ROCK, STAMPED ---REFERENCE NO. 2---, 22.66 FT. DISTANT FROM
 LL1354'STATION MARK, N 06 DEG 27 MIN E.
 LL1354
 LL1354                          STATION RECOVERY (2000)
 LL1354
 LL1354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 LL1354'RECOVERED IN GOOD CONDITION.
 LL1354
 LL1354                          STATION RECOVERY (2000)
 LL1354
 LL1354'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2000 (VS)
 LL1354'I COULDN'T GET ACCURATE MEASUREMENTS ON THIS ONE,
 LL1354'BUT IT SHOULDN'T BE TOO HARD TO FIND FROM THIS:
 LL1354'FROM NEDERLAND, AT THE JUNCTION OF STATE HIGHWAY
 LL1354'119 AND STATE HIGHWAY 72, NORTH ON THE PEAK-TO-PEAK
 LL1354'HIGHWAY (ROUTE 72) 7.2 MILES TO THE INTERSECTION
 LL1354'OF COUNTY ROAD 116, TO THE UNIVERSITY OF COLORADO
 LL1354'MOUNTAIN RESEARCH STATION AND RAINBOW LAKES.  FOLLOW
 LL1354'THE ROAD LEFT (WEST) APPROXIMATELY FIVE MILES TO
 LL1354'RAINBOW LAKES CAMPGROUND.  FROM THE CAMPGROUND, TAKE
 LL1354'THE ARAPAHO GLACIER TRAIL APPROXIMATELY THREE MILES
 LL1354'TO ABOUT 12,300 FEET ELEVATION, WHERE THE TRAIL
 LL1354'PASSES OVER A SADDLE IN THE RIDGE.  LEAVE THE TRAIL,
 LL1354'AND FOLLOW THE RIDGE EAST APPROXIMATELY ONE HALF MILE
 LL1354'TO THE LOW PEAK, WITH A LARGE CAIRN.  THE STATION IS
 LL1354'ABOUT 70 FEET WEST OF THE CAIRN, AND ABOUT 15 FEET
 LL1354'NORTH OF RM 2.  RM 1 WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2052 ***********************************************************************
 KK2052  DESIGNATION -  CARIBOU HILL
 KK2052  PID         -  KK2052
 KK2052  STATE/COUNTY-  CO/BOULDER
 KK2052  USGS QUAD   -  NEDERLAND (1972)
 KK2052
 KK2052                         *CURRENT SURVEY CONTROL
 KK2052  ___________________________________________________________________
 KK2052* NAD 83(1992)-  39 58 40.94034(N)    105 35 17.74498(W)     ADJUSTED  
 KK2052* NAVD 88     -      3202.8    (meters)   10508.     (feet)  GPS OBS   
 KK2052  ___________________________________________________________________
 KK2052  X           -  -1,315,858.629 (meters)                     COMP
 KK2052  Y           -  -4,716,606.254 (meters)                     COMP
 KK2052  Z           -   4,078,166.928 (meters)                     COMP
 KK2052  LAPLACE CORR-         -16.29  (seconds)                    DEFLEC99
 KK2052  ELLIP HEIGHT-        3190.07  (meters)          (12/03/02) GPS OBS
 KK2052  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 KK2052
 KK2052  HORZ ORDER  -  FIRST
 KK2052  ELLP ORDER  -  FOURTH    CLASS II
 KK2052
 KK2052.The horizontal coordinates were established by GPS observations
 KK2052.and adjusted by the National Geodetic Survey in February 2000..
 KK2052
 KK2052.The orthometric height was determined by GPS observations and a
 KK2052.high-resolution geoid model.
 KK2052
 KK2052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK2052
 KK2052.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2052
 KK2052.The ellipsoidal height was determined by GPS observations
 KK2052.and is referenced to NAD 83.
 KK2052
 KK2052.The geoid height was determined by GEOID03.
 KK2052
 KK2052;                    North         East     Units Scale Factor Converg.
 KK2052;SPC CO N     -   376,385.875   906,862.582   MT  0.99996811   -0 03 25.3
 KK2052;SPC CO N     - 1,234,859.32  2,975,264.99   sFT  0.99996811   -0 03 25.3
 KK2052;UTM  13      - 4,425,485.442   449,769.852   MT  0.99963106   -0 22 40.7
 KK2052
 KK2052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2052!SPC CO N     -   0.99949980  x   0.99996811  =   0.99946792
 KK2052!UTM  13      -   0.99949980  x   0.99963106  =   0.99913104
 KK2052
 KK2052:                Primary Azimuth Mark                     Grid Az
 KK2052:SPC CO N     -  CARIBOU HILL AZ MK                       068 33 03.7
 KK2052:UTM  13      -  CARIBOU HILL AZ MK                       068 52 19.1
 KK2052
 KK2052|---------------------------------------------------------------------|
 KK2052| PID    Reference Object                     Distance      Geod. Az  |
 KK2052|                                                           dddmmss.s |
 KK2052| KK2053 CARIBOU HILL AZ MK                  APPROX. 1.1 KM 0682938.4 |
 KK2052| CR8240 CARIBOU HILL RM 1                     6.755 METERS 24454     |
 KK2052| CR8241 CARIBOU HILL RM 2                     8.330 METERS 34043     |
 KK2052|---------------------------------------------------------------------|
 KK2052
 KK2052                          SUPERSEDED SURVEY CONTROL
 KK2052
 KK2052  ELLIP H (02/17/00) 3190.11   (m)                       GP(       ) 4 2
 KK2052  NAD 83(1992)-  39 58 40.93861(N)    105 35 17.75074(W) AD(       ) 1
 KK2052  ELLIP H (01/07/93) 3190.09   (m)                       GP(       ) 4 2
 KK2052  NAD 83(1986)-  39 58 40.93132(N)    105 35 17.74434(W) AD(       ) 1
 KK2052  NGVD 29 (01/20/89) 3201.5    (m)        10504.     (f) GPS OBS        
 KK2052
 KK2052.Superseded values are not recommended for survey control.
 KK2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2052.See file dsdata.txt to determine how the superseded data were derived.
 KK2052
 KK2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE4977025485(NAD 83)
 KK2052_MARKER: DH = HORIZONTAL CONTROL DISK
 KK2052_SETTING: 66 = SET IN ROCK OUTCROP
 KK2052_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KK2052_STAMPING: CARIBOU HILL 1985
 KK2052_MARK LOGO: NGS   
 KK2052_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK2052_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK2052+STABILITY: POSITION/ELEVATION WELL
 KK2052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK2052+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2005
 KK2052
 KK2052  HISTORY     - Date     Condition        Report By
 KK2052  HISTORY     - 1985     MONUMENTED       NGS
 KK2052  HISTORY     - 19860820 GOOD
 KK2052  HISTORY     - 19950620 GOOD             USPSQD
 KK2052  HISTORY     - 19990707 GOOD             NGS
 KK2052  HISTORY     - 20010331 GOOD             NGS
 KK2052  HISTORY     - 20050822 GOOD             USPSQD
 KK2052
 KK2052                          STATION DESCRIPTION
 KK2052
 KK2052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 KK2052'THE STATION IS LOCATED ABOUT 12.9 KM (8 MI) SOUTHWEST OF WARD,
 KK2052'6.4 KM (4 MI) WEST-NORTHWEST OF NEDERLAND, 0.8 KM (0.5 MI)
 KK2052'SOUTHWEST OF THE OLD TOWNSITE OF CARIBOU AND ON CARIBOU HILL.
 KK2052'OWNERSHIP--U.S. FOREST SERVICE, BOULDER RANGER DISTRICT, 2995
 KK2052'BASELINE ROOM 16, BOULDER, CO. 80303.  TELEPHONE---303-444-6001.
 KK2052'CONTACT THE CARETAKER AT THE AQUARIUS MINE TO USE THEIR ROAD TO THE
 KK2052'MOUNTAIN TOP.  PERMISSION GIVEN BY MR. RICHARD SIGISMOND.
 KK2052'TELEPHONE---303-447-9170.
 KK2052'
 KK2052'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 119
 KK2052'AND 72 IN NEDERLAND, GO WEST ON HIGHWAY 72 FOR 0.2 KM (0.1 MI) TO
 KK2052'THE POST OFFICE ON THE LEFT.  CONTINUE WESTERLY ON THE HIGHWAY FOR
 KK2052'0.8 KM (0.5 MI) TO A SIDE ROAD LEFT, COUNTY ROAD 128, CARIBOU ROAD.
 KK2052'TURN LEFT, WESTERLY, ON A GRAVEL ROAD ALONG THE VALLEY FLOOR FOR
 KK2052'3.2 KM (2.0 MI) TO A SHARP HAIR PIN TURN.  CONTINUE AHEAD ON MAIN
 KK2052'ROAD UPHILL FOR 3.9 KM (2.4 MI) TO A FORK AND SIGN---HENDRICKS
 KK2052'MINING COMPANY CROSS MINE OPER.---.  TAKE RIGHT FORK, 0.6 KM
 KK2052'(0.4 MI) TO THE ENTRANCE TO THE CARIBOU SILVER MINE ON THE LEFT.
 KK2052'CONTINUE AHEAD, UPHILL, FOR 0.9 KM (0.55 MI) TO A 4-WAY FORK ON A
 KK2052'SADDLE.  TAKE LEFT FORK AND GO UPHILL FOR 0.2 KM (0.15 MI) TO THE
 KK2052'CARETAKERS CABIN OF THE AQUARIUS MINING COMPANY.  CHECK IN WITH THE
 KK2052'CARETAKER.  TAKE SIDE ROAD LEFT, UPHILL, FOR 0.4 KM (0.25 MI) TO A
 KK2052'REVERSE FORK ON THE LEFT.  TURN SHARP LEFT, UPHILL FOR 0.3 KM
 KK2052'(0.2 MI) TO THE END OF TRACK ROAD.  CONTINUE AHEAD, ACROSS A FIELD
 KK2052'FOR 0.2 KM (0.1 MI) TO A TRACK ROAD.  TURN RIGHT ON TRACK ROAD AND
 KK2052'GO WESTERLY TO THE TOP OF THE HILL AND THE STATION.
 KK2052'
 KK2052'THE STATION IS A STANDARD NGS DISK STAMPED---CARIBOU HILL 1985---SET
 KK2052'INTO A ROCK OUTCROP 0.6 M (2 FT) IN LARGEST DIMENSION AND THE DISK
 KK2052'IS RECESSED INTO THE ROCK WHICH ALSO HAS A CROSS CUT INTO IT.
 KK2052'LOCATED 10.0 M (32.8 FT) FROM THE HIGHEST EASTERN ROCK OUTCROP WITH
 KK2052'A SMALL TREE, 5.5 M (18.0 FT) NORTHWEST FROM THE LARGEST BOULDER ON
 KK2052'THE NORTHERNSIDE OF THE HILL AND 0.8 M (2.6 FT) NORTHWEST FROM A
 KK2052'REBAR WITH AN ALUMINUM SURVEYORS CAP STAMPED---L.S.2149---.
 KK2052'
 KK2052'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK STAMPED---CARIBOU HILL
 KK2052'NO 1 1985---SET INTO A ROCK OUTCROP 0.6 M (2 FT) IN LARGEST
 KK2052'DIMENSION.  LOCATED 16.7 M (54.8 FT) FROM THE HIGHEST EASTERN ROCK
 KK2052'OUTCROP WITH A SMALL TREE, 8.3 M (27.2 FT) SOUTH FROM THE LARGEST
 KK2052'ROCK BOULDER ON THE NORTH SIDE OF THE HILL, 6.6 M (21.6 FT)
 KK2052'SOUTHWEST FROM A SURVEYORS REBAR WITH CAP AND 0.6 M (2 FT) BELOW
 KK2052'THE STATION.
 KK2052'
 KK2052'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 KK2052'STAMPED---CARIBOU HILL NO 2 1985---,
 KK2052'SET INTO A ROCK OUTCROP 1.5 M (5 FT) IN LARGEST DIMENSION.
 KK2052'10.7 METERS (35.1 FT) WEST FROM THE HIGHEST EASTERN ROCK OUTCROP,
 KK2052'7.8 METERS (25.6 FT) NORTHWEST FROM A SURVEYORS REBAR WITH CAP,
 KK2052'3.4 METERS (11.2 FT) NORTHWEST FROM THE LARGEST BOULDER ON THE
 KK2052'NORTHERN SIDE OF THE HILL
 KK2052'MARK IS 1.5 METERS BELOW THE STATION.
 KK2052
 KK2052                          STATION RECOVERY (1986)
 KK2052
 KK2052'RECOVERED 1986
 KK2052'RECOVERED IN GOOD CONDITION.
 KK2052
 KK2052                          STATION RECOVERY (1995)
 KK2052
 KK2052'RECOVERY NOTE BY US POWER SQUADRON 1995
 KK2052'RECOVERED IN GOOD CONDITION.
 KK2052
 KK2052                          STATION RECOVERY (1999)
 KK2052
 KK2052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 KK2052'RECOVERED AS DESCRIBED.
 KK2052
 KK2052                          STATION RECOVERY (2001)
 KK2052
 KK2052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KK2052'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KK2052
 KK2052                          STATION RECOVERY (2005)
 KK2052
 KK2052'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 KK2052'RM 1-GOOD,RM2-GOOD-FROM WHERE YOU PARK, YOU MUST HIKE ABOUT .8 MILE
 KK2052'AND GAIN 500 FT. OF ALTITUDE TO REACH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2053 ***********************************************************************
 KK2053  DESIGNATION -  CARIBOU HILL AZ MK
 KK2053  PID         -  KK2053
 KK2053  STATE/COUNTY-  CO/BOULDER
 KK2053  USGS QUAD   -  NEDERLAND (1972)
 KK2053
 KK2053                         *CURRENT SURVEY CONTROL
 KK2053  ___________________________________________________________________
 KK2053* NAD 83(1992)-  39 58 54.53885(N)    105 34 32.87536(W)     ADJUSTED  
 KK2053* NAVD 88     -      3075.     (meters)   10089.     (feet)  VERTCON   
 KK2053  ___________________________________________________________________
 KK2053  LAPLACE CORR-         -17.02  (seconds)                    DEFLEC99
 KK2053  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 KK2053
 KK2053  HORZ ORDER  -  SECOND
 KK2053
 KK2053.The horizontal coordinates were established by classical geodetic methods
 KK2053.and adjusted by the National Geodetic Survey in January 1993..
 KK2053.No horizontal observational check was made to the station.
 KK2053
 KK2053.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2053
 KK2053.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2053
 KK2053.The geoid height was determined by GEOID03.
 KK2053
 KK2053;                    North         East     Units Scale Factor Converg.
 KK2053;SPC CO N     -   376,804.293   907,927.577   MT  0.99996780   -0 02 56.3
 KK2053;SPC CO N     - 1,236,232.08  2,978,759.06   sFT  0.99996780   -0 02 56.3
 KK2053;UTM  13      - 4,425,897.748   450,836.814   MT  0.99962975   -0 22 11.9
 KK2053
 KK2053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2053!SPC CO N     -   0.99951978  x   0.99996780  =   0.99948760
 KK2053!UTM  13      -   0.99951978  x   0.99962975  =   0.99914971
 KK2053
 KK2053                          SUPERSEDED SURVEY CONTROL
 KK2053
 KK2053  NAD 83(1986)-  39 58 54.53143(N)    105 34 32.86886(W) AD(       ) 2
 KK2053  NGVD 29 (01/20/89) 3074.     (m)        10085.     (f) VERT ANG       
 KK2053
 KK2053.Superseded values are not recommended for survey control.
 KK2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2053.See file dsdata.txt to determine how the superseded data were derived.
 KK2053
 KK2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE5083725898(NAD 83)
 KK2053_MARKER: DZ = AZIMUTH MARK DISK
 KK2053_SETTING: 66 = SET IN ROCK OUTCROP
 KK2053_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KK2053_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK2053_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK2053+STABILITY: POSITION/ELEVATION WELL
 KK2053
 KK2053  HISTORY     - Date     Condition        Report By
 KK2053  HISTORY     - 1985     MONUMENTED       NGS
 KK2053  HISTORY     - 19950825 MARK NOT FOUND   USPSQD
 KK2053  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KK2053  HISTORY     - 20050822 MARK NOT FOUND   USPSQD
 KK2053
 KK2053                          STATION DESCRIPTION
 KK2053
 KK2053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 KK2053'THE STATION IS LOCATED ABOUT 12.9 KM (8 MI) SOUTHWEST OF WARD,
 KK2053'6.4 KM (4 MI) WEST-NORTHWEST OF NEDERLAND, 5.2 KM (3.2 MI) NORTH OF
 KK2053'THE GILPIN COUNTY LINE AND ON THE TOP OF CARIBOU HILL.
 KK2053'OWNERSHIP--U.S. FOREST SERVICE, BOULDER RANGER DISTRICT, 2995
 KK2053'BASELINE ROOM 16, BOULDER, CO. 80303.  TELEPHONE---303-444-6001.
 KK2053'
 KK2053'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 119 AND
 KK2053'72 IN NEDERLAND, GO WEST ON HIGHWAY 72 FOR 0.2 KM (0.1 MI) TO THE
 KK2053'POST OFFICE ON THE LEFT.  CONTINUE WESTERLY ON THE HIGHWAY FOR
 KK2053'0.8 KM (0.5 MI) TO A SIDEROAD LEFT, COUNTY ROAD 128, CARIBOU ROAD.
 KK2053'TURN LEFT, WESTERLY, ON A GRAVEL ROAD ALONG THE VALLEY FLOOR FOR
 KK2053'3.2 KM (2.0 MI) TO A SHARP HAIR PIN TURN.  CONTINUE AHEAD ON MAIN
 KK2053'ROAD UPHILL FOR 3.9 KM (2.4 MI) TO A FORK AND SIGN---HENDRICKS
 KK2053'MINING COMPANY CROSS MINE OPER---.  TAKE RIGHT FORK, 0.6 KM
 KK2053'(0.4 MI) TO THE ENTRANCE TO THE CARIBOU SILVER MINE ON THE LEFT.
 KK2053'CONTINUE AHEAD UPHILL FOR 0.9 KM (0.55 MI) TO A 4-WAY FORK ON A
 KK2053'SADDLE.  TAKE THE LEFT FORK UPHILL FOR 0.2 KM (0.1 MI) TO AN OLD
 KK2053'MINED AREA AND AZIMUTH MARK ON THE LEFT.
 KK2053'
 KK2053'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK STAMPED---CARIBOU HILL
 KK2053'1985---SET INTO A ROCK OUTCROP 1.0 M (3.2 FT) IN LARGEST DIMENSION.
 KK2053'LOCATED 16.6 M (54.5 FT) NORTH-NORTHWEST FROM THE EDGE OF THE CUT,
 KK2053'3.5 M (11.5 FT) WEST FROM THE CENTER OF A FOUR FOOT DEEP PIT,
 KK2053'SECOND OF THREE PITS, 0.6 M (2.0 FT) SOUTHEAST FROM THE CENTER OF
 KK2053'THE TRAIL.
 KK2053
 KK2053                          STATION RECOVERY (1995)
 KK2053
 KK2053'RECOVERY NOTE BY US POWER SQUADRON 1995
 KK2053'MARK NOT FOUND.
 KK2053
 KK2053                          STATION RECOVERY (2001)
 KK2053
 KK2053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KK2053'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KK2053
 KK2053                          STATION RECOVERY (2005)
 KK2053
 KK2053'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 KK2053'GPS LAT AND LONG FALLS IN AN AREA OF RECENT VERTICAL SHAFT MINES AND
 KK2053'THEIR TAILINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0742 ***********************************************************************
 JJ0742  DESIGNATION -  CARL
 JJ0742  PID         -  JJ0742
 JJ0742  STATE/COUNTY-  CO/KIOWA
 JJ0742  USGS QUAD   -  LAKE ALBERT (1982)
 JJ0742
 JJ0742                         *CURRENT SURVEY CONTROL
 JJ0742  ___________________________________________________________________
 JJ0742* NAD 83(1992)-  38 36 04.32105(N)    102 11 55.00070(W)     ADJUSTED  
 JJ0742* NAVD 88     -      1254.     (meters)    4114.     (feet)  SCALED    
 JJ0742  ___________________________________________________________________
 JJ0742  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 JJ0742  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 JJ0742
 JJ0742  HORZ ORDER  -  THIRD
 JJ0742
 JJ0742.The horizontal coordinates were established by classical geodetic methods
 JJ0742.and adjusted by the National Geodetic Survey in January 1993..
 JJ0742
 JJ0742.The orthometric height was scaled from a topographic map.
 JJ0742
 JJ0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0742
 JJ0742.The geoid height was determined by GEOID03.
 JJ0742
 JJ0742;                    North         East     Units Scale Factor Converg.
 JJ0742;SPC CO S     -   524,595.119 1,201,937.878   MT  1.00003495   +2 01 30.0
 JJ0742;SPC CO S     - 1,721,109.15  3,943,357.85   sFT  1.00003495   +2 01 30.0
 JJ0742;SPC CO C     -   395,264.300 1,201,916.843   MT  0.99997371   +2 04 55.7
 JJ0742;SPC CO C     - 1,296,796.29  3,943,288.84   sFT  0.99997371   +2 04 55.7
 JJ0742;UTM  13      - 4,276,245.376   743,954.713   MT  1.00033295   +1 44 55.1
 JJ0742
 JJ0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0742!SPC CO S     -   0.99980698  x   1.00003495  =   0.99984192
 JJ0742!SPC CO C     -   0.99980698  x   0.99997371  =   0.99978069
 JJ0742!UTM  13      -   0.99980698  x   1.00033295  =   1.00013986
 JJ0742
 JJ0742|---------------------------------------------------------------------|
 JJ0742| PID    Reference Object                     Distance      Geod. Az  |
 JJ0742|                                                           dddmmss.s |
 JJ0742| CM8597 CARL RM 1                            28.252 METERS 06214     |
 JJ0742| JJ0771 TOWNER GANO GRAIN CO ELEV           APPROX.17.8 KM 1434259.8 |
 JJ0742| JJ0770 TOWNER H B S GRAIN ELEV             APPROX.17.7 KM 1441745.2 |
 JJ0742| JJ0769 TOWNER WOOLFOLK GRAIN CO ELEV       APPROX.17.5 KM 1444956.2 |
 JJ0742| CM8598 CARL RM 2                            18.525 METERS 16123     |
 JJ0742| JJ0776 STUART RR SID DES MARTEAU ELEV      APPROX.14.4 KM 1780131.8 |
 JJ0742| CM8596 CARL AZ MK                                         1800211.2 |
 JJ0742|---------------------------------------------------------------------|
 JJ0742
 JJ0742                          SUPERSEDED SURVEY CONTROL
 JJ0742
 JJ0742  NAD 83(1986)-  38 36 04.32011(N)    102 11 54.99896(W) AD(       ) 3
 JJ0742  NAD 27      -  38 36 04.26619(N)    102 11 53.34808(W) AD(       ) 3
 JJ0742
 JJ0742.Superseded values are not recommended for survey control.
 JJ0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0742.See file dsdata.txt to determine how the superseded data were derived.
 JJ0742
 JJ0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC4395576245(NAD 83)
 JJ0742_MARKER: DS = TRIANGULATION STATION DISK
 JJ0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0742
 JJ0742  HISTORY     - Date     Condition        Report By
 JJ0742  HISTORY     - 1954     MONUMENTED       CGS
 JJ0742
 JJ0742                          STATION DESCRIPTION
 JJ0742
 JJ0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0742'STATION IS LOCATED, AIRLINE, ABOUT 11 MILES NORTH NORTHWEST
 JJ0742'OF TOWNER, 9 MILES NORTH OF THE GRAIN ELEVATOR AT STUART, 1
 JJ0742'MILE SOUTH OF THE CHEYENNE-KIOWA COUNTY LINE AND IN THE
 JJ0742'NORTHWEST ANGLE OF A CROSS ROAD.
 JJ0742'
 JJ0742'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF STATE
 JJ0742'HIGHWAYS 96 AND 51 IN SHERIDAN LAKE, GO EAST ON STATE HIGHWAY
 JJ0742'96 FOR 4.2 MILES TO A SIDE ROAD ON THE LEFT AT A SIGN BOULWARE
 JJ0742'RANCH.  TURN LEFT AND GO 4.9 MILES.  TURN RIGHT AND GO 1.0
 JJ0742'MILE.  TURN LEFT AND GO 3.4 MILES TO THE AZIMUTH MARK ON THE
 JJ0742'LEFT JUST SOUTH OF A T FENCE INTERSECTION.  CONTINUE NORTH FOR
 JJ0742'0.5 MILE TO THE STATION ON THE LEFT AT A CROSS ROAD.
 JJ0742'
 JJ0742'STATION MARK, STAMPED CARL 1954, IS A STANDARD DISK SET IN
 JJ0742'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 3
 JJ0742'INCHES.  IT IS 54.0 FEET WEST NORTHWEST OF THE CENTERLINE
 JJ0742'OF THE CROSS ROAD INTERSECTION AND 4.0 FEET NORTH OF A WITNESS
 JJ0742'POST.
 JJ0742'
 JJ0742'REFERENCE MARK NUMBER 1, STAMPED CARL NO 1 1954, IS A STANDARD
 JJ0742'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 JJ0742'PROJECTS 1 INCH AND AT THE SAME LEVEL AS THE STATION.  IT IS
 JJ0742'24.0 FEET EAST OF THE CENTERLINE OF THE ROAD, 15.0 FEET NORTH
 JJ0742'OF THE END FENCE POST AND DIRECTLY UNDER THE FENCE LINE.
 JJ0742'
 JJ0742'REFERENCE MARK NUMBER 2, STAMPED CARL NO 2 1954, IS A STANDARD
 JJ0742'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 JJ0742'PROJECTS 3 INCHES AND AT THE SAME LEVEL AS THE STATION.  IT
 JJ0742'IS 36.0 FEET SOUTHWEST OF THE CENTERLINE OF THE CROSS ROAD
 JJ0742'INTERSECTION AND 15 INCHES SOUTHWEST OF THE CORNER FENCE POST.
 JJ0742'
 JJ0742'AZIMUTH MARK, STAMPED CARL 1954, IS A STANDARD DISK SET IN
 JJ0742'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 1
 JJ0742'INCH.  IT IS 27.0 FEET WEST OF THE CENTERLINE OF THE ROAD,
 JJ0742'36.0 FEET SOUTH OF THE SOUTH GATE POST IN A WIRE FENCE AND
 JJ0742'ABOUT 400 FEET SOUTH SOUTHWEST OF AN OLD HOUSE.
 JJ0742'
 JJ0742'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5137 ***********************************************************************
 AC5137  DESIGNATION -  CARLEO
 AC5137  PID         -  AC5137
 AC5137  STATE/COUNTY-  CO/PUEBLO
 AC5137  USGS QUAD   -  SANFORD HILLS (1984)
 AC5137
 AC5137                         *CURRENT SURVEY CONTROL
 AC5137  ___________________________________________________________________
 AC5137* NAD 83(1992)-  37 49 43.96003(N)    104 14 49.24014(W)     ADJUSTED  
 AC5137* NAVD 88     -      1567.2    (meters)    5142.     (feet)  GPS OBS   
 AC5137  ___________________________________________________________________
 AC5137  X           -  -1,241,667.699 (meters)                     COMP
 AC5137  Y           -  -4,890,147.473 (meters)                     COMP
 AC5137  Z           -   3,891,408.205 (meters)                     COMP
 AC5137  LAPLACE CORR-          -7.69  (seconds)                    DEFLEC99
 AC5137  ELLIP HEIGHT-        1547.20  (meters)          (12/03/02) GPS OBS
 AC5137  GEOID HEIGHT-         -19.99  (meters)                     GEOID03
 AC5137
 AC5137  HORZ ORDER  -  FIRST
 AC5137  ELLP ORDER  -  FOURTH    CLASS II
 AC5137
 AC5137.The horizontal coordinates were established by GPS observations
 AC5137.and adjusted by the National Geodetic Survey in January 1997..
 AC5137
 AC5137.The orthometric height was determined by GPS observations and a
 AC5137.high-resolution geoid model.
 AC5137
 AC5137.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5137
 AC5137.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5137
 AC5137.The ellipsoidal height was determined by GPS observations
 AC5137.and is referenced to NAD 83.
 AC5137
 AC5137.The geoid height was determined by GEOID03.
 AC5137
 AC5137;                    North         East     Units Scale Factor Converg.
 AC5137;SPC CO S     -   434,527.103 1,024,700.830   MT  0.99994540   +0 46 06.8
 AC5137;SPC CO S     - 1,425,611.00  3,361,872.64   sFT  0.99994540   +0 46 06.8
 AC5137;UTM  13      - 4,187,095.990   566,264.211   MT  0.99965408   +0 27 42.6
 AC5137
 AC5137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5137!SPC CO S     -   0.99975728  x   0.99994540  =   0.99970269
 AC5137!UTM  13      -   0.99975728  x   0.99965408  =   0.99941144
 AC5137
 AC5137                          SUPERSEDED SURVEY CONTROL
 AC5137
 AC5137  ELLIP H (01/17/97) 1547.19   (m)                       GP(       ) 1 1
 AC5137
 AC5137.Superseded values are not recommended for survey control.
 AC5137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5137.See file dsdata.txt to determine how the superseded data were derived.
 AC5137
 AC5137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB6626487096(NAD 83)
 AC5137_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5137_SETTING: 66 = SET IN ROCK OUTCROP
 AC5137_STAMPING: CARLEO 1995
 AC5137_MARK LOGO: NGS   
 AC5137_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 AC5137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC5137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5137+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5137
 AC5137  HISTORY     - Date     Condition        Report By
 AC5137  HISTORY     - 1995     MONUMENTED       NGS
 AC5137
 AC5137                          STATION DESCRIPTION
 AC5137
 AC5137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 AC5137'THE STATION IS LOCATED ABOUT 32.5 MI (52.3 KM) NORTHEAST OF
 AC5137'WALSENBERG, 3.2 MI (5.1 KM) NORTHEAST OF CEDAR CREST AND 0.6 MI (1.0
 AC5137'KM) SOUTH-SOUTHWEST OF HAYSTACK BUTTE, IN THE NORTHEAST 1/4 OF SECTION
 AC5137'32, T 25 S, R 61 W, AT COLORADO STATE HIGHWAY 10 MILEPOST 31.9.
 AC5137'OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION. TO REACH THE STATION FROM
 AC5137'THE PUEBLO-HUERFANO COUNTY LINE ON STATE HIGHWAY 10 GO NORTHEAST 1.85
 AC5137'MI (2.98 KM) TO A SIDE ROAD LEFT, RED TOP RANCH ROAD.  CONTINUE AHEAD,
 AC5137'NORTHEAST, FOR 1.5 MI (2.4 KM) TO THE STATION ON THE LEFT IN A BARROW
 AC5137'DITCH.  IT IS ABOUT 0.25 MI (0.40 KM) WEST OF THE KNOWLTON LIVESTOCK
 AC5137'CO. THE DISK IS A STANDARD DISK SET IN A DRILL HOLE IN A LIMESTONE
 AC5137'OUTCROP AND RECESSED 3 CM BELOW THE TOP OF THE LIMESTONE.  A MAGNET
 AC5137'WAS PLACED IN THE DRILL HOLE.  IT IS 11.5 M (37.7 FT) NORTH OF THE
 AC5137'CENTERLINE OF STATE HIGHWAY 10, 3.3 M (10.8 FT) SOUTH OF THE NORTHERN
 AC5137'RIGHT-OF-WAY FENCE AND 3.1 M (10.2 FT) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4274 ***********************************************************************
 AE4274  DESIGNATION -  CARLSON
 AE4274  PID         -  AE4274
 AE4274  STATE/COUNTY-  CO/ELBERT
 AE4274  USGS QUAD   -  BIJOU BASIN (1979)
 AE4274
 AE4274                         *CURRENT SURVEY CONTROL
 AE4274  ___________________________________________________________________
 AE4274* NAD 83(1992)-  39 07 47.20914(N)    104 28 19.88254(W)     ADJUSTED  
 AE4274* NAVD 88     -      2022.9    (meters)    6637.     (feet)  GPS OBS   
 AE4274  ___________________________________________________________________
 AE4274  X           -  -1,238,504.968 (meters)                     COMP
 AE4274  Y           -  -4,798,550.628 (meters)                     COMP
 AE4274  Z           -   4,004,769.060 (meters)                     COMP
 AE4274  LAPLACE CORR-          -7.59  (seconds)                    DEFLEC99
 AE4274  ELLIP HEIGHT-        2005.08  (meters)          (12/03/02) GPS OBS
 AE4274  GEOID HEIGHT-         -17.83  (meters)                     GEOID03
 AE4274
 AE4274  HORZ ORDER  -  FIRST
 AE4274  ELLP ORDER  -  FOURTH    CLASS II
 AE4274
 AE4274.The horizontal coordinates were established by GPS observations
 AE4274.and adjusted by the National Geodetic Survey in October 1997..
 AE4274
 AE4274.The orthometric height was determined by GPS observations and a
 AE4274.high-resolution geoid model.
 AE4274
 AE4274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4274
 AE4274.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4274
 AE4274.The ellipsoidal height was determined by GPS observations
 AE4274.and is referenced to NAD 83.
 AE4274
 AE4274.The geoid height was determined by GEOID03.
 AE4274
 AE4274;                    North         East     Units Scale Factor Converg.
 AE4274;SPC CO C     -   449,218.373 1,003,266.888   MT  0.99993604   +0 38 53.6
 AE4274;SPC CO C     - 1,473,810.61  3,291,551.45   sFT  0.99993604   +0 38 53.6
 AE4274;UTM  13      - 4,331,311.215   545,620.552   MT  0.99962563   +0 19 59.1
 AE4274
 AE4274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4274!SPC CO C     -   0.99968551  x   0.99993604  =   0.99962157
 AE4274!UTM  13      -   0.99968551  x   0.99962563  =   0.99931126
 AE4274
 AE4274                          SUPERSEDED SURVEY CONTROL
 AE4274
 AE4274  ELLIP H (10/31/97) 2005.09   (m)                       GP(       ) 4 1
 AE4274
 AE4274.Superseded values are not recommended for survey control.
 AE4274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4274.See file dsdata.txt to determine how the superseded data were derived.
 AE4274
 AE4274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED4562131311(NAD 83)
 AE4274_MARKER: DH = HORIZONTAL CONTROL DISK
 AE4274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4274_STAMPING: CARLSON 1996
 AE4274_MARK LOGO: NGS   
 AE4274_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE4274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4274+STABILITY: SURFACE MOTION
 AE4274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4274+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4274
 AE4274  HISTORY     - Date     Condition        Report By
 AE4274  HISTORY     - 1996     MONUMENTED       NGS
 AE4274
 AE4274                          STATION DESCRIPTION
 AE4274
 AE4274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE4274'THE STATION IS LOCATED ABOUT 11 MI (17.7 KM) NORTHWEST OF CALHAN, 7 MI
 AE4274'(11.3 KM) NORTH-NORTHEAST OF PEYTON AND ON THE EL PASO-ELBERT COUNTY
 AE4274'LINE, IN THE SOUTHWEST 1/4 OF SECTION 32, T 10 S, R 62 W.
 AE4274'OWNERSHIP--ELBERT COUNTY ROAD RIGHT-OF-WAY  TO REACH THE STATION FROM
 AE4274'THE TOWN OF PEYTON, INTERSECTION OF U.  S. HIGHWAY 24 AND THE PEYTON
 AE4274'HIGHWAY, GO NORTH ON THE PEYTON HIGHWAY FOR 3.0 MI (4.8 KM) TO THE
 AE4274'INTERSECTION OF SWEET ROAD.  CONTINUE AHEAD ON THE PEYTON HIGHWAY,
 AE4274'NORTH, FOR 0.55 MI (0.89 KM) TO A FORK.  TAKE RIGHT FORK, NORTHEAST,
 AE4274'ON PEYTON HIGHWAY FOR 4.0 MI (6.4 KM) TO A RANCH HOUSE WHERE THE ROAD
 AE4274'TURNS TO THE LEFT, WEST.  TURN LEFT, WEST, ON MAIN ROAD FOR 0.3 MI
 AE4274'(0.5 KM) TO THE STATION ON THE LEFT  THE MARK IS A STANDARD DISK SET
 AE4274'IN A 50 CM ROUND CONCRETE POST, PROJECTION 8 CM ABOVE THE GROUND, IT
 AE4274'IS 71.5 M (234.6 FT) EAST FROM A PRIVATE DRIVE TO 10245 ELBERT COUNTY
 AE4274'ROAD 7482, 63.8 M (209.3 FT) WEST-NORTHWEST FROM A PRIVATE DRIVE TO
 AE4274'10220 ELBERT COUNTY ROAD 7482, 9.2 M (30.2 FT) NORTH FROM THE CENTER
 AE4274'OF ELBERT COUNTY ROAD 7482, 0.9 M (3.0 FT) SOUTH FROM A RIGHT-OF-WAY
 AE4274'FENCE, 0.65 M (2.13 FT) WEST FROM A WITNESS POST AND ABOUT 30 CM ABOVE
 AE4274'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5678 ***********************************************************************
 AH5678  DESIGNATION -  CARLSON
 AH5678  PID         -  AH5678
 AH5678  STATE/COUNTY-  CO/SUMMIT
 AH5678  USGS QUAD   -  KEYSTONE (1987)
 AH5678
 AH5678                         *CURRENT SURVEY CONTROL
 AH5678  ___________________________________________________________________
 AH5678* NAD 83(1992)-  39 35 57.75907(N)    105 53 02.69684(W)     ADJUSTED  
 AH5678* NAVD 88     -      2975.4    (meters)    9762.     (feet)  GPS OBS   
 AH5678  ___________________________________________________________________
 AH5678  X           -  -1,347,512.650 (meters)                     COMP
 AH5678  Y           -  -4,735,472.644 (meters)                     COMP
 AH5678  Z           -   4,045,699.770 (meters)                     COMP
 AH5678  LAPLACE CORR-           4.69  (seconds)                    DEFLEC99
 AH5678  ELLIP HEIGHT-        2962.95  (meters)          (12/03/02) GPS OBS
 AH5678  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 AH5678
 AH5678  HORZ ORDER  -  FIRST
 AH5678  ELLP ORDER  -  FOURTH    CLASS II
 AH5678
 AH5678.The horizontal coordinates were established by GPS observations
 AH5678.and adjusted by the National Geodetic Survey in December 1998..
 AH5678
 AH5678.The orthometric height was determined by GPS observations and a
 AH5678.high-resolution geoid model.
 AH5678
 AH5678.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5678
 AH5678.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5678
 AH5678.The ellipsoidal height was determined by GPS observations
 AH5678.and is referenced to NAD 83.
 AH5678
 AH5678.The geoid height was determined by GEOID03.
 AH5678
 AH5678;                    North         East     Units Scale Factor Converg.
 AH5678;SPC CO C     -   500,918.590   881,413.646   MT  0.99997367   -0 14 32.1
 AH5678;SPC CO C     - 1,643,430.41  2,891,771.27   sFT  0.99997367   -0 14 32.1
 AH5678;UTM  13      - 4,383,666.876   424,095.253   MT  0.99967093   -0 33 48.8
 AH5678
 AH5678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5678!SPC CO C     -   0.99953537  x   0.99997367  =   0.99950905
 AH5678!UTM  13      -   0.99953537  x   0.99967093  =   0.99920646
 AH5678
 AH5678                          SUPERSEDED SURVEY CONTROL
 AH5678
 AH5678  ELLIP H (12/08/98) 2963.00   (m)                       GP(       ) 3 1
 AH5678
 AH5678.Superseded values are not recommended for survey control.
 AH5678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5678.See file dsdata.txt to determine how the superseded data were derived.
 AH5678
 AH5678_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD2409583667(NAD 83)
 AH5678_MARKER: DS = TRIANGULATION STATION DISK
 AH5678_SETTING: 80 = SET IN A BOULDER
 AH5678_STAMPING: CARLSON 1998
 AH5678_MARK LOGO: NGS   
 AH5678_PROJECTION: FLUSH
 AH5678_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH5678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5678+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH5678
 AH5678  HISTORY     - Date     Condition        Report By
 AH5678  HISTORY     - 1998     MONUMENTED       NGS
 AH5678
 AH5678                          STATION DESCRIPTION
 AH5678
 AH5678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 AH5678'THIS STATION WILL BE USED DURING A CHARN DENSIFICATION PROJECT  THE
 AH5678'STATION IS LOCATED APPROXIMATELY 5 MILES (8.0 KM) SOUTHEAST OF THE
 AH5678'KEYSTONE RESORT ON THE MONTEZUMA ROAD  OWNERSHIP-- SUMMIT COUNTY  TO
 AH5678'REACH THE STATION FROM THE JUNCTION OF US 6 AND I-70 (I-70 EXIT 205)
 AH5678'IN SILVERTHORNE, PROCEED SOUTHEAST ON US 6 FOR 7.8 MI (12.6 KM) TO THE
 AH5678'JUNCTION WITH MONTEZUMA ROAD, TURN RIGHT AND PROCEED SOUTHEAST ON
 AH5678'MONTEZUMA ROAD FOR 3.45 MI (5.55 KM) TO THE STATION ON THE LEFT  THE
 AH5678'STATION IS A BRASS NGS HORIZONTAL CONTROL MARK DISK SET IN THE TOP OF
 AH5678'A 2.5 M (8.2 FT) BY 1.5 M (4.9 FT) LITE COLORED GRANITE BOULDER WHICH
 AH5678'PROJECTS 0.6 M (2.0 FT) FROM THE GROUND.  IT IS 19.5 M (64.0 FT)
 AH5678'NORTHWEST OF THE NORTHEAST CORNER OF A BRIDGE ON MONTEZUMA ROAD OVER
 AH5678'THE SNAKE RIVER, 16.1 M (52.8 FT) NORTHEAST OF THE CENTER OF MONTEZUMA
 AH5678'ROAD, 12.6 M (41.3 FT) NORTHWEST OF TELEPHONE RISER BOX NO.  3522,
 AH5678'11.8 M (38.7 FT) NORTHEAST OF THE NORTH END OF A GUARD RAIL ON THE
 AH5678'NORTH SIDE OF MONTEZUMA ROAD AND 1.6 M (5.2 FT) EAST OF A FIBERGLASS
 AH5678'NGS WITNESS POST  DESCRIPTION BY K A WILLIAMS, CODOT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1482 ***********************************************************************
 KK1482  DESIGNATION -  CARMODY
 KK1482  PID         -  KK1482
 KK1482  STATE/COUNTY-  CO/JEFFERSON
 KK1482  USGS QUAD   -  FORT LOGAN (1994)
 KK1482
 KK1482                         *CURRENT SURVEY CONTROL
 KK1482  ___________________________________________________________________
 KK1482* NAD 83(1992)-  39 40 49.29856(N)    105 06 33.37777(W)     ADJUSTED  
 KK1482* NAVD 88     -      1718.614  (meters)    5638.49   (feet)  ADJUSTED  
 KK1482  ___________________________________________________________________
 KK1482  LAPLACE CORR-         -14.93  (seconds)                    DEFLEC99
 KK1482  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 KK1482  DYNAMIC HT  -        1716.926 (meters)    5632.95  (feet)  COMP
 KK1482  MODELED GRAV-     979,583.9   (mgal)                       NAVD 88
 KK1482
 KK1482  HORZ ORDER  -  FIRST
 KK1482  VERT ORDER  -  FIRST     CLASS II
 KK1482
 KK1482.The horizontal coordinates were established by classical geodetic methods
 KK1482.and adjusted by the National Geodetic Survey in January 1993..
 KK1482
 KK1482.The orthometric height was determined by differential leveling
 KK1482.and adjusted by the National Geodetic Survey in June 1991..
 KK1482
 KK1482.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1482
 KK1482.The geoid height was determined by GEOID03.
 KK1482
 KK1482.The dynamic height is computed by dividing the NAVD 88
 KK1482.geopotential number by the normal gravity value computed on the
 KK1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1482.degrees latitude (g = 980.6199 gals.).
 KK1482
 KK1482.The modeled gravity was interpolated from observed gravity values.
 KK1482
 KK1482;                    North         East     Units Scale Factor Converg.
 KK1482;SPC CO C     -   509,912.142   947,922.146   MT  0.99998697   +0 14 47.1
 KK1482;SPC CO C     - 1,672,936.75  3,109,974.57   sFT  0.99998697   +0 14 47.1
 KK1482;UTM  13      - 4,392,287.070   490,629.263   MT  0.99960108   -0 04 11.2
 KK1482
 KK1482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1482!SPC CO C     -   0.99973301  x   0.99998697  =   0.99971998
 KK1482!UTM  13      -   0.99973301  x   0.99960108  =   0.99933419
 KK1482
 KK1482|---------------------------------------------------------------------|
 KK1482| PID    Reference Object                     Distance      Geod. Az  |
 KK1482|                                                           dddmmss.s |
 KK1482| CP6746 CARMODY RM 1                         24.781 METERS 08351     |
 KK1482| KK1481 CARMODY AZ MK                       479.302 METERS 1852056.9 |
 KK1482| KK1819 CARMODY AZ MK OFFSET                493.580 METERS 1852110.2 |
 KK1482| CP6747 CARMODY RM 2                         20.626 METERS 27647     |
 KK1482|---------------------------------------------------------------------|
 KK1482
 KK1482                          SUPERSEDED SURVEY CONTROL
 KK1482
 KK1482  NAD 83(1986)-  39 40 49.29547(N)    105 06 33.37627(W) AD(       ) 1
 KK1482  NAD 27      -  39 40 49.33954(N)    105 06 31.42740(W) AD(       ) 1
 KK1482  NGVD 29 (??/??/??) 1717.684  (m)         5635.43   (f) ADJUSTED    1 2
 KK1482
 KK1482.Superseded values are not recommended for survey control.
 KK1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1482.See file dsdata.txt to determine how the superseded data were derived.
 KK1482
 KK1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9062992287(NAD 83)
 KK1482_MARKER: DS = TRIANGULATION STATION DISK
 KK1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1482_SP_SET: CONCRETE POST
 KK1482_STAMPING: CARMODY 1977
 KK1482_MARK LOGO: NGS   
 KK1482_PROJECTION: FLUSH
 KK1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1482+STABILITY: SURFACE MOTION
 KK1482
 KK1482  HISTORY     - Date     Condition        Report By
 KK1482  HISTORY     - 1977     MONUMENTED       NGS
 KK1482  HISTORY     - 1984     GOOD             NGS
 KK1482  HISTORY     - 20000504 MARK NOT FOUND   CO1435
 KK1482  HISTORY     - 20031002 MARK NOT FOUND   INDIV
 KK1482
 KK1482                          STATION DESCRIPTION
 KK1482
 KK1482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1482'THE STATION IS LOCATED IN THE SOUTH SECTION OF LAKEWOOD, 0.1
 KK1482'MILE SOUTH OF JEWELL AVENUE, ALONG SOUTH KIPLING STREET,
 KK1482'ACROSS THE STREET FROM THE MOUNTAIN BELL TELEPHONE COMPANY
 KK1482'BUILDING, ON THE PROPERTY OF THE CARMODY JUNIOR HIGH SCHOOL.
 KK1482'PERMISSION GRANTED BY THE SCHOOL SUPERINTENDENT.
 KK1482'
 KK1482'STATION MARKS, STAMPED---CARMODY 1977---, ARE STANDARD DISKS.
 KK1482'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 KK1482'MONUMENT FLUSH WITH THE GROUND.  IT IS 117.5 FEET EAST OF THE
 KK1482'CENTER OF SOUTH KIPLING STREET, 87.3 FEET EAST-NORTHEAST OF A
 KK1482'MANHOLE COVER, 29 FEET NORTH OF A PARKING LOT CURB, AND 9.5
 KK1482'FEET SOUTH OF THE NORTH BOUNDARY FENCE.  THE UNDERGROUND DISK
 KK1482'IS SET IN AN IRREGULAR CONCRETE MASS ABOUT 4 FEET BELOW GROUND.
 KK1482'
 KK1482'REFERENCE MARK 1, STAMPED---CARMODY NO 1 1977---, IS A
 KK1482'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 KK1482'MONUMENT FLUSH WITH THE GROUND.  IT IS 39 FEET NORTH OF THE
 KK1482'PARKING LOT CURB, 41 FEET EAST OF A FENCE JUNCTION, 10.5 FEET
 KK1482'WEST OF A FENCE JUNCTION, AND 1 FOOT SOUTH OF THE BOUNDARY
 KK1482'FENCE.  IT IS LEVEL WITH THE STATION.
 KK1482'
 KK1482'REFERENCE MARK 2, STAMPED---CARMODY NO 2 1977---, IS A
 KK1482'STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 KK1482'MONUMENT FLUSH WITH THE GROUND.  IT IS 49 FEET EAST OF THE
 KK1482'CENTER OF SOUTH KIPLING STREET, 37 FEET NORTHEAST OF THE
 KK1482'MANHOLE COVER, 1 FOOT SOUTH OF THE FENCE, AND LEVEL WITH THE
 KK1482'STATION.
 KK1482'
 KK1482'AZIMUTH MARK, STAMPED---CARMODY 1977---, IS A STANDARD DISK
 KK1482'CEMENTED IN A DRILL HOLE IN A CURVED SECTION OF A CONCRETE
 KK1482'SIDEWALK, IN THE NORTHWEST ANGLE OF THE INTERSECTION OF SOUTH
 KK1482'KIPLING STREET AND WEST CARMODY LANE.  IT IS
 KK1482'40.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK HOME,
 KK1482'25 FEET NORTH OF THE CENTER OF WEST CARMODY LANE, 35 FEET WEST
 KK1482'OF THE CENTER OF SOUTH KIPLING STREET, 11.5 FEET EAST OF A
 KK1482'FIRE HYDRANT, AND 0.5 FOOT SOUTHEAST OF THE INSIDE EDGE OF THE
 KK1482'SIDEWALK.
 KK1482'
 KK1482'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON SOUTH
 KK1482'KIPLING STREET FOR 0.25 MILE TO THE JUNCTION OF WEST CARMODY
 KK1482'LANE AND THE MARK ON THE RIGHT.
 KK1482'
 KK1482'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE STATION AND
 KK1482'REFERENCE MARKS.
 KK1482'HEIGHT OF LIGHT ABOVE STATION WAS 26.3 METERS.
 KK1482
 KK1482                          STATION RECOVERY (1984)
 KK1482
 KK1482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK1482'IN LAKEWOOD.
 KK1482'IN LAKEWOOD, AT THE INTERSECTON OF SOUTH KIPLING STREET AND ASHBURY
 KK1482'AVENUE, 105.0 METERS (344.5 FT) NORTH OF THE NORTHWEST CORNER OF THE
 KK1482'CARMODY JUNIOR HIGH SCHOOL, 35.8 METERS (117.5 FT) EAST OF THE CENTER
 KK1482'OF THE STREET, 26.6 METERS (87.3 FT) NORTHEAST OF THE CENTER OF A
 KK1482'MANHOLE COVER, 17.3 METERS (56.8 FT) NORTH OF THE EXTENDED CENTER OF
 KK1482'THE AVENUE, 8.8 METERS (28.9 FT) NORTH OF THE NORTH CURB OF A PARKING
 KK1482'AREA, AND 2.9 METERS (9.5 FT) SOUTH OF A CHAIN LINK FENCE WITH A
 KK1482'WITNESS SIGN ATTACHED.
 KK1482'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 KK1482
 KK1482                          STATION RECOVERY (2000)
 KK1482
 KK1482'RECOVERY NOTE BY CITY OF LAKEWOOD COLORADO 2000 (KM)
 KK1482'MARK WAS RECOVERED IN GOOD CONDITION 8/16/00, BUT HAS SINCE EITHER
 KK1482'BEEN BURIED OR DESTROYED BY SAUNDERS CONSTRUCTION COMPANY.  LAKEWOOD
 KK1482'PERSONNEL INQUIRED ON SITE ABOUT THE MARK AND WERE TOLD THAT THE
 KK1482'COMPANY WOULD REPLACE IT.  IT HAS NOT BEEN REPLACED AS OF 3/01.
 KK1482'WITNESS POST IS STILL THERE.
 KK1482
 KK1482                          STATION RECOVERY (2003)
 KK1482
 KK1482'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MSJ)
 KK1482'IT DOES NOT APPEAR TO HAVE BEEN RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1481 ***********************************************************************
 KK1481  DESIGNATION -  CARMODY AZ MK
 KK1481  PID         -  KK1481
 KK1481  STATE/COUNTY-  CO/JEFFERSON
 KK1481  USGS QUAD   -  FORT LOGAN (1994)
 KK1481
 KK1481                         *CURRENT SURVEY CONTROL
 KK1481  ___________________________________________________________________
 KK1481* NAD 83(1992)-  39 40 33.82529(N)    105 06 35.25266(W)     ADJUSTED  
 KK1481* NAVD 88     -      1721.307  (meters)    5647.32   (feet)  ADJUSTED  
 KK1481  ___________________________________________________________________
 KK1481  LAPLACE CORR-         -14.96  (seconds)                    DEFLEC99
 KK1481  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 KK1481  DYNAMIC HT  -        1719.618 (meters)    5641.78  (feet)  COMP
 KK1481  MODELED GRAV-     979,584.4   (mgal)                       NAVD 88
 KK1481
 KK1481  HORZ ORDER  -  SECOND
 KK1481  VERT ORDER  -  FIRST     CLASS II
 KK1481
 KK1481.The horizontal coordinates were established by classical geodetic methods
 KK1481.and adjusted by the National Geodetic Survey in January 1993..
 KK1481
 KK1481.The orthometric height was determined by differential leveling
 KK1481.and adjusted by the National Geodetic Survey in June 1991..
 KK1481
 KK1481.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1481
 KK1481.The geoid height was determined by GEOID03.
 KK1481
 KK1481.The dynamic height is computed by dividing the NAVD 88
 KK1481.geopotential number by the normal gravity value computed on the
 KK1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1481.degrees latitude (g = 980.6199 gals.).
 KK1481
 KK1481.The modeled gravity was interpolated from observed gravity values.
 KK1481
 KK1481;                    North         East     Units Scale Factor Converg.
 KK1481;SPC CO C     -   509,434.746   947,879.516   MT  0.99998621   +0 14 46.0
 KK1481;SPC CO C     - 1,671,370.50  3,109,834.71   sFT  0.99998621   +0 14 46.0
 KK1481;UTM  13      - 4,391,810.101   490,584.017   MT  0.99960109   -0 04 12.3
 KK1481
 KK1481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1481!SPC CO C     -   0.99973258  x   0.99998621  =   0.99971880
 KK1481!UTM  13      -   0.99973258  x   0.99960109  =   0.99933378
 KK1481
 KK1481                          SUPERSEDED SURVEY CONTROL
 KK1481
 KK1481  NAD 83(1986)-  39 40 33.82233(N)    105 06 35.25119(W) AD(       ) 2
 KK1481  NAD 27      -  39 40 33.86605(N)    105 06 33.30221(W) AD(       ) 2
 KK1481  NGVD 29 (??/??/??) 1720.379  (m)         5644.28   (f) ADJUSTED    1 2
 KK1481
 KK1481.Superseded values are not recommended for survey control.
 KK1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1481.See file dsdata.txt to determine how the superseded data were derived.
 KK1481
 KK1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9058491810(NAD 83)
 KK1481_MARKER: DZ = AZIMUTH MARK DISK
 KK1481_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KK1481_SP_SET: SIDEWALK
 KK1481_STAMPING: CARMODY 1977
 KK1481_MARK LOGO: NGS   
 KK1481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1481+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2006
 KK1481
 KK1481  HISTORY     - Date     Condition        Report By
 KK1481  HISTORY     - 1977     MONUMENTED       NGS
 KK1481  HISTORY     - 1984     GOOD             NGS
 KK1481  HISTORY     - 20000504 GOOD             CO1435
 KK1481  HISTORY     - 20031002 GOOD             INDIV
 KK1481  HISTORY     - 20060910 GOOD             METRSC
 KK1481
 KK1481                          STATION DESCRIPTION
 KK1481
 KK1481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1481'THE STATION IS LOCATED IN THE SOUTH SECTION OF LAKEWOOD, 0.2
 KK1481'MILE SOUTH OF THE MAIN ENTRANCE TO THE CARMODY JUNIOR HIGH
 KK1481'SCHOOL, AT THE INTERSECTION OF SOUTH KIPLING STREET AND WEST
 KK1481'CARMODY LANE, IN A SIDEWALK, ON CITY PROPERTY.
 KK1481'
 KK1481'STATION MARK, STAMPED---CARMODY 1977---, IS A STANDARD DISK
 KK1481'CEMENTED IN A DRILL HOLE IN A CURVED SECTION OF A CONCRETE
 KK1481'SIDEWALK.  IT IS IN THE NORTHWEST ANGLE OF THE INTERSECTION,
 KK1481'40.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK HOME,
 KK1481'25 FEET NORTH OF THE CENTER OF WEST CARMODY LANE, 35 FEET WEST
 KK1481'OF THE CENTER OF SOUTH KIPLING STREET, 11.5 FEET EAST OF A
 KK1481'FIRE HYDRANT, AND 0.5 FOOT SOUTHEAST OF THE INSIDE EDGE OF THE
 KK1481'SIDEWALK.
 KK1481'
 KK1481'AN ELECTRONIC DISTANCE MEASUREMENT WAS MADE TO
 KK1481'TRIANGULATION STATION CARMODY.
 KK1481
 KK1481                          STATION RECOVERY (1984)
 KK1481
 KK1481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK1481'IN LAKEWOOD.
 KK1481'IN LAKEWOOD, AT THE INTERSECTION OF SOUTH KIPLING STREET AND CARMODY
 KK1481'LANE, IN THE CONCRETE SIDEWALK ALONG THE NORTH CURB OF CARMODY LANE,
 KK1481'12.3 METERS (40.4 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A STUCCO
 KK1481'HOME AT 10015 CARMODY LANE, 10.7 METERS (35.1 FT) WEST OF THE CENTER
 KK1481'OF THE STREET, AND 7.6 METERS (24.9 FT) NORTH OF THE CENTER OF THE
 KK1481'LANE.
 KK1481'THE MARK IS 0.3 M ABOVE STREET.
 KK1481
 KK1481                          STATION RECOVERY (2000)
 KK1481
 KK1481'RECOVERY NOTE BY CITY OF LAKEWOOD COLORADO 2000 (KM)
 KK1481'RECOVERED IN GOOD CONDITION.
 KK1481
 KK1481                          STATION RECOVERY (2003)
 KK1481
 KK1481'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MSJ)
 KK1481'RECOVERED IN GOOD CONDITION.
 KK1481
 KK1481                          STATION RECOVERY (2006)
 KK1481
 KK1481'RECOVERY NOTE BY METROPOLITAN STATE COLLEGE OF DENVER 2006 (PAH)
 KK1481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0472 ***********************************************************************
 HL0472  DESIGNATION -  CARNERO
 HL0472  PID         -  HL0472
 HL0472  STATE/COUNTY-  CO/SAGUACHE
 HL0472  USGS QUAD   -  TWIN MOUNTAINS SE (1967)
 HL0472
 HL0472                         *CURRENT SURVEY CONTROL
 HL0472  ___________________________________________________________________
 HL0472* NAD 83(1992)-  37 52 24.51764(N)    106 17 17.80238(W)     ADJUSTED  
 HL0472* NAVD 88     -      2759.1    (meters)    9052.     (feet)  VERTCON   
 HL0472  ___________________________________________________________________
 HL0472  LAPLACE CORR-          -7.39  (seconds)                    DEFLEC99
 HL0472  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 HL0472
 HL0472  HORZ ORDER  -  FIRST
 HL0472
 HL0472.The horizontal coordinates were established by classical geodetic methods
 HL0472.and adjusted by the National Geodetic Survey in January 1993..
 HL0472
 HL0472.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0472
 HL0472.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0472
 HL0472.The geoid height was determined by GEOID03.
 HL0472
 HL0472;                    North         East     Units Scale Factor Converg.
 HL0472;SPC CO S     -   439,029.923   845,051.203   MT  0.99994563   -0 29 00.6
 HL0472;SPC CO S     - 1,440,384.01  2,772,472.16   sFT  0.99994563   -0 29 00.6
 HL0472;UTM  13      - 4,192,559.282   386,696.170   MT  0.99975812   -0 47 27.5
 HL0472
 HL0472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0472!SPC CO S     -   0.99956973  x   0.99994563  =   0.99951538
 HL0472!UTM  13      -   0.99956973  x   0.99975812  =   0.99932795
 HL0472
 HL0472|---------------------------------------------------------------------|
 HL0472| PID    Reference Object                     Distance      Geod. Az  |
 HL0472|                                                           dddmmss.s |
 HL0472| CM6208 CARNERO RM 1                         13.010 METERS 02912     |
 HL0472| CM6207 CARNERO AZ MK                                      1041101.6 |
 HL0472| HL0453 CENTER BLACK AND SILVER TANK        APPROX.20.7 KM 1294537.8 |
 HL0472| CM6209 CARNERO RM 2                         12.760 METERS 17356     |
 HL0472|---------------------------------------------------------------------|
 HL0472
 HL0472                          SUPERSEDED SURVEY CONTROL
 HL0472
 HL0472  NAD 83(1986)-  37 52 24.51582(N)    106 17 17.81164(W) AD(       ) 1
 HL0472  NAD 27      -  37 52 24.51100(N)    106 17 15.70100(W) AD(       ) 1
 HL0472  NGVD 29 (07/19/86) 2757.6    (m)         9047.     (f) VERT ANG       
 HL0472
 HL0472.Superseded values are not recommended for survey control.
 HL0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0472.See file dsdata.txt to determine how the superseded data were derived.
 HL0472
 HL0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB8669692559(NAD 83)
 HL0472_MARKER: DS = TRIANGULATION STATION DISK
 HL0472_SETTING: 66 = SET IN ROCK OUTCROP
 HL0472_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 HL0472
 HL0472  HISTORY     - Date     Condition        Report By
 HL0472  HISTORY     - 1935     MONUMENTED       CGS
 HL0472  HISTORY     - 1936     GOOD             CGS
 HL0472
 HL0472                          STATION DESCRIPTION
 HL0472
 HL0472'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 HL0472'STATION IS 2.5 MILES N AND 1.5 MILES W OF THE LA GARITA POST
 HL0472'OFFICE AND IS ON A PROMINENT SCRUB-TIMBER COVERED, BLUNT-TOPPED
 HL0472'PEAK, WHICH IS THE HIGHEST FOR 8 MILES ON AND E OF A N-S
 HL0472'LINE.  THIS PEAK IS PART OF A HIGH, WIDE, NW-SE DIVIDE RIDGE
 HL0472'BETWEEN CARNERO AND LIME CREEKS, AND IS ABOUT 50 YARDS LONG
 HL0472'NNW AND SSE AND 10 YARDS WIDE.  THE STATION IS ABOUT 40 FEET
 HL0472'NNW OF SSE END AND WITH THE EXCEPTION OF A FEW BOULDERS IS THE
 HL0472'HIGHEST POINT.
 HL0472'
 HL0472'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN A
 HL0472'DEPRESSION IN OUTCROPPING BEDROCK.
 HL0472'
 HL0472'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 HL0472'DRILL HOLES IN OUTCROPPING BEDROCK.
 HL0472'
 HL0472'REFERENCE MARK NO. 1 IS NNE OF THE STATION.
 HL0472'
 HL0472'REFERENCE MARK NO. 2 IS S OF THE STATION.
 HL0472'
 HL0472'AZIMUTH MARK IS ESE OF THE STATION ON THE FIRST RIDGE TO THE
 HL0472'E AND IS MUCH LOWER THAN THE STATION.  IT IS MARKED BY A
 HL0472'SMALL ROCK CAIRN.
 HL0472'
 HL0472'STATION IS REACHED FROM THE INTERSECTION OF STATE HIGHWAYS 15
 HL0472'AND 112, 2 MILES W OF CENTER, BY DRIVING N ON HIGHWAY 15 FOR
 HL0472'6.1 MILES TO A GRADED CROSS ROAD.  LEAVE THE HIGHWAY, TURN W
 HL0472'ON THE GRADED ROAD AND GO 5.0 MILES.  JOG N 0.2 MILE THEN
 HL0472'GO W 0.3 MILE TO THE LA GARITA POST OFFICE.  CONTINUE W 0.4 MILE
 HL0472'TO A SIDE ROAD TO THE N AND A LARGE YELLOW HOUSE IN THE NW
 HL0472'CORNER OF THE INTERSECTION.  LEAVE GRADED ROAD, TURN N ON THE
 HL0472'TRACK ROAD AND GO 0.6 MILE TO THE SW CORNER OF A CHURCH.  THE
 HL0472'STATION PEAK IS VISIBLE ALONG THE EXTENSION OF THIS ROAD.
 HL0472'FROM THE CHURCH TAKE THE RIGHT FORK NORTHERLY FOR 0.7 MILE,
 HL0472'CROSSING MANY BRANCHES OF THE CARNERO CREEK, TO THE N END OF
 HL0472'THE LANE AND FORKS.  TAKE LEFT FORK NORTHERLY 0.1 MILE TO
 HL0472'FORKS.  TAKE LEFT FORK NORTHWESTERLY 0.2 MILE TO DIM FORKS.
 HL0472'TAKE DIM RIGHT FORK NORTHERLY AT THE NE BASE OF A ROCKY KNOLL
 HL0472'WHICH ENTERS A DRAW AND CONTINUES NORTHWESTERLY AS A PLAIN
 HL0472'TRACK ROAD ALONG THE BASE OF THE N WALL OF THE DRAW, KEEPING
 HL0472'ALL RIGHT FORKS AFTER CANYON IS ENTERED.  GO 0.8 MILE ALONG
 HL0472'THIS ROAD TO TOP OF A SMALL SADDLE ON THE N SIDE OF THE DRAW AND
 HL0472'END OF TRUCK TRAVEL.  FROM THE SADDLE PACK ALONG AN OLD TRACK ROAD
 HL0472'W-NORTHWESTERLY TO TOP OF DIVIDE, THENCE SSW ABOUT 200 YARDS
 HL0472'TO STATION.
 HL0472'
 HL0472
 HL0472                          STATION RECOVERY (1936)
 HL0472
 HL0472'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 HL0472'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AND
 HL0472'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS CHECKED AND
 HL0472'FOUND TO BE CORRECT.  NO CHECK WAS MADE TO THE AZIMUTH MARK.
 HL0472'
 HL0472'THE STATION IS ON THE SUMMIT OF A FOOTHILL OF THE LA GARITA
 HL0472'MOUNTAINS, ABOUT 3-1/2 MILES NW OF THE LA GARITA POST OFFICE IN
 HL0472'THE NW 1/4 SEC. 23, T 42 N, R 6 E.
 HL0472'
 HL0472'REFERENCE MARK NO. 1 PROJECTS ABOUT 15 INCHES.
 HL0472'
 HL0472'REFERENCE MARK NO. 2 PROJECTS ABOUT 22 INCHES.
 HL0472'
 HL0472'TO REACH FROM THE LA GARITA POST OFFICE TAKE MAIN ROAD E FOR
 HL0472'0.35 MILE AND TURN LEFT E WHERE THE MAIN ROAD TURNS S, GO N
 HL0472'1.75 MILES AND TURN OFF ROAD AT FENCE CORNER ON LEFT AND
 HL0472'FOLLOW TRACK ROAD ALONG N SIDE OF FENCE FOR 1.15 MILES TO FENCE
 HL0472'CORNER, TURN LEFT S AND GO 0.25 MILE AND CROSS WASH, TURN RIGHT
 HL0472'ALONG S SIDE OF WASH AND GO 0.75 MILE TO DIM FORK LEADING LEFT
 HL0472'OFF MAIN TRAIL, TURN LEFT AND GO 0.55 MILE ON DIM TRAIL ACROSS
 HL0472'GRASSY MEADOW TO END OF TRUCK TRAVEL.  PACK UP OLD WAGON ROAD
 HL0472'WHICH CAN BE SEEN CROSSING WASH AT END OF TRUCK TRAVEL.
 HL0472'FOLLOW THIS OLD ROAD UP BACK-BONE OF RIDGE TO WHERE IT RUNS
 HL0472'INTO SIDE OF MAIN MOUNTAIN.  CLIMB UP SIDE OF MAIN RIDGE TO
 HL0472'SUMMIT AND STATION.  MARK IS ABOUT 6 INCHES ABOVE GENERAL
 HL0472'LAND.
 HL0472'
 HL0472'ALL LINES VISIBLE FROM GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0853 ***********************************************************************
 JL0853  DESIGNATION -  CAROL
 JL0853  PID         -  JL0853
 JL0853  STATE/COUNTY-  CO/DELTA
 JL0853  USGS QUAD   -  GRAND VIEW MESA (1979)
 JL0853
 JL0853                         *CURRENT SURVEY CONTROL
 JL0853  ___________________________________________________________________
 JL0853* NAD 83(1992)-  38 43 12.26549(N)    107 43 37.87891(W)     ADJUSTED  
 JL0853* NAVD 88     -      1886.2    (meters)    6188.     (feet)  VERTCON   
 JL0853  ___________________________________________________________________
 JL0853  LAPLACE CORR-           5.85  (seconds)                    DEFLEC99
 JL0853  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 JL0853
 JL0853  HORZ ORDER  -  THIRD
 JL0853
 JL0853.The horizontal coordinates were established by classical geodetic methods
 JL0853.and adjusted by the National Geodetic Survey in January 1993..
 JL0853
 JL0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0853
 JL0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0853
 JL0853.The geoid height was determined by GEOID03.
 JL0853
 JL0853;                    North         East     Units Scale Factor Converg.
 JL0853;SPC CO C     -   405,609.140   720,738.155   MT  0.99995788   -1 24 16.8
 JL0853;SPC CO C     - 1,330,735.99  2,364,621.76   sFT  0.99995788   -1 24 16.8
 JL0853;UTM  13      - 4,289,244.751   262,900.621   MT  1.00029232   -1 42 24.1
 JL0853
 JL0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0853!SPC CO C     -   0.99970667  x   0.99995788  =   0.99966456
 JL0853!UTM  13      -   0.99970667  x   1.00029232  =   0.99999890
 JL0853
 JL0853:                Primary Azimuth Mark                     Grid Az
 JL0853:SPC CO C     -  SMITH                                    298 46 43.9
 JL0853:UTM  13      -  SMITH                                    299 04 51.2
 JL0853
 JL0853|---------------------------------------------------------------------|
 JL0853| PID    Reference Object                     Distance      Geod. Az  |
 JL0853|                                                           dddmmss.s |
 JL0853| JL0856 SMITH                               APPROX. 3.5 KM 2972227.1 |
 JL0853|---------------------------------------------------------------------|
 JL0853
 JL0853                          SUPERSEDED SURVEY CONTROL
 JL0853
 JL0853  NAD 83(1986)-  38 43 12.26106(N)    107 43 37.85821(W) AD(       ) 3
 JL0853  NAD 27      -  38 43 12.31465(N)    107 43 35.64842(W) AD(       ) 3
 JL0853  NGVD 29 (07/19/86) 1884.9    (m)         6184.     (f) VERT ANG       
 JL0853
 JL0853.Superseded values are not recommended for survey control.
 JL0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0853.See file dsdata.txt to determine how the superseded data were derived.
 JL0853
 JL0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC6290189245(NAD 83)
 JL0853_MARKER: DD = SURVEY DISK
 JL0853_SETTING: 66 = SET IN ROCK OUTCROP
 JL0853_SP_SET: SET IN ROCK OUTCROP
 JL0853_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0853+STABILITY: POSITION/ELEVATION WELL
 JL0853
 JL0853  HISTORY     - Date     Condition        Report By
 JL0853  HISTORY     - 1951     MONUMENTED       USGS
 JL0853
 JL0853                          STATION DESCRIPTION
 JL0853
 JL0853'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JL0853'LOCATED ABOUT 5.5 MI. S. AND 0.5 MI. W. OF HOTCHKISS, COLORADO, ON THE
 JL0853'N. RIM OF SMITH FORK CANYON NEAR A T-RD.
 JL0853'
 JL0853'TO REACH FROM HOTCHKISS POST OFFICE, DRIVE W. ON STATE HIGHWAY 92 TWO
 JL0853'BLOCKS.  TURN LEFT (S.) CROSSING GUNNISON RIVER BRIDGE 1.0 MI. TO
 JL0853'T-RD., THENCE STRAIGHT AHEAD (S.) 0.5 MI. TO Y-RD.  TURN LEFT ON MAIN
 JL0853'TRAVELED RD. 2.6 MI. TO Y-RD., THENCE RIGHT (S.) 1.7 MI. TO T-RD. ON
 JL0853'SMITH FORK CANYON RIM.  STATION LIES ABOUT 200 FT. SW. OF T-RD. AND ON
 JL0853'N. RIM OF SMITH CANYON ON TOP OF SMALL HILL.
 JL0853'
 JL0853'STATION MARK--STANDARD TABLET, STAMPED ---CAROL 1951---, CEMENTED IN
 JL0853'SOLID ROCK.
 JL0853'
 JL0853'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO.
 JL0853'1---, CEMENTED IN SOLID ROCK, 55.30 FT. FROM STATION MARK,
 JL0853'S 69 DEG 40 MIN E.
 JL0853'
 JL0853'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, STAMPED ---NO. 2---,
 JL0853'CEMENTED IN SOLID ROCK, 48.79 FT. FROM STATION MARK,
 JL0853'S 06 DEG 42 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0481 ***********************************************************************
 KJ0481  DESIGNATION -  CARROLL
 KJ0481  PID         -  KJ0481
 KJ0481  STATE/COUNTY-  CO/LINCOLN
 KJ0481  USGS QUAD   -  LINDON SW (1973)
 KJ0481
 KJ0481                         *CURRENT SURVEY CONTROL
 KJ0481  ___________________________________________________________________
 KJ0481* NAD 83(1992)-  39 30 23.32034(N)    103 23 01.38203(W)     ADJUSTED  
 KJ0481* NAVD 88     -      1603.7    (meters)    5261.     (feet)  VERTCON   
 KJ0481  ___________________________________________________________________
 KJ0481  LAPLACE CORR-          -5.30  (seconds)                    DEFLEC99
 KJ0481  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 KJ0481
 KJ0481  HORZ ORDER  -  FIRST
 KJ0481
 KJ0481.The horizontal coordinates were established by classical geodetic methods
 KJ0481.and adjusted by the National Geodetic Survey in January 1993..
 KJ0481
 KJ0481.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0481
 KJ0481.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0481
 KJ0481.The geoid height was determined by GEOID03.
 KJ0481
 KJ0481;                    North         East     Units Scale Factor Converg.
 KJ0481;SPC CO C     -   492,654.738 1,096,390.069   MT  0.99996090   +1 20 05.0
 KJ0481;SPC CO C     - 1,616,318.09  3,597,073.08   sFT  0.99996090   +1 20 05.0
 KJ0481;SPC CO N     -   326,196.806 1,096,403.753   MT  1.00004057   +1 22 02.6
 KJ0481;SPC CO N     - 1,070,197.35  3,597,117.98   sFT  1.00004057   +1 22 02.6
 KJ0481;UTM  13      - 4,374,230.463   638,957.052   MT  0.99983774   +1 01 42.2
 KJ0481
 KJ0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0481!SPC CO C     -   0.99975165  x   0.99996090  =   0.99971256
 KJ0481!SPC CO N     -   0.99975165  x   1.00004057  =   0.99979221
 KJ0481!UTM  13      -   0.99975165  x   0.99983774  =   0.99958943
 KJ0481
 KJ0481|---------------------------------------------------------------------|
 KJ0481| PID    Reference Object                     Distance      Geod. Az  |
 KJ0481|                                                           dddmmss.s |
 KJ0481| CP6752 CARROLL RM 1                         42.474 METERS 05242     |
 KJ0481| CP6751 CARROLL AZ MK                                      0883810.1 |
 KJ0481| KJ0501 ARRIBA SNELL GRAIN CO ELEV          APPROX.26.4 KM 1591621.2 |
 KJ0481| CP6753 CARROLL RM 2                         40.313 METERS 27718     |
 KJ0481|---------------------------------------------------------------------|
 KJ0481
 KJ0481                          SUPERSEDED SURVEY CONTROL
 KJ0481
 KJ0481  NAD 83(1986)-  39 30 23.31440(N)    103 23 01.37999(W) AD(       ) 1
 KJ0481  NAD 27      -  39 30 23.36300(N)    103 22 59.59400(W) AD(       ) 1
 KJ0481  NGVD 29 (07/19/86) 1602.9    (m)         5259.     (f) VERT ANG       
 KJ0481
 KJ0481.Superseded values are not recommended for survey control.
 KJ0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0481.See file dsdata.txt to determine how the superseded data were derived.
 KJ0481
 KJ0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD3895774230(NAD 83)
 KJ0481_MARKER: DS = TRIANGULATION STATION DISK
 KJ0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0481_MARK LOGO: CGS   
 KJ0481_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KJ0481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KJ0481
 KJ0481  HISTORY     - Date     Condition        Report By
 KJ0481  HISTORY     - 1934     MONUMENTED       CGS
 KJ0481  HISTORY     - 1958     GOOD             CGS
 KJ0481  HISTORY     - 1968     GOOD             CGS
 KJ0481  HISTORY     - 19811203 GOOD             CGS
 KJ0481
 KJ0481                          STATION DESCRIPTION
 KJ0481
 KJ0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 KJ0481'STATION IS ABOUT 15 MILES NORTH OF BOVINA, IN SEC. 25, T. 6 S.,
 KJ0481'R. 54 W.  IT IS ON OR NEAR THE HIGHEST POINT OF A LOW HILL,
 KJ0481'18 FEET SOUTH OF THE FENCE LINE ON THE SOUTH SIDE OF THE ROAD
 KJ0481'AND IS IN A FIELD.  THERE IS A YELLOW HOUSE AND FARM BUILDINGS
 KJ0481'ON THE NORTH SIDE OF ROAD OPPOSITE THE STATION.
 KJ0481'
 KJ0481'THE STATION IS REACHED FROM BOVINA BY GOING NORTH FROM U.S.
 KJ0481'HIGHWAY 40-N. THROUGH TOWN 0.4 MILE, TURN EAST ON OLD U.S.
 KJ0481'HIGHWAY 40 AND GO 0.4 MILE, GO NORTH ON A GRADED ROAD FOR 14.0
 KJ0481'MILES, TURN WEST AND GO 0.3 MILE TO THE STATION ON THE SOUTH
 KJ0481'SIDE OF THE ROAD.  THE MARK PROJECTS 10 INCHES.
 KJ0481'
 KJ0481'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KJ0481'BRONZE DISKS SET AS DESCRIBED.
 KJ0481'
 KJ0481'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, UNDER THE
 KJ0481'FENCE LINE ON THE NORTH SIDE OF THE ROAD AND PROJECTS 10 INCHES.
 KJ0481'
 KJ0481'REFERENCE MARK NO. 2 IS WEST OF THE STATION, UNDER THE FENCE
 KJ0481'LINE ON THE SOUTH SIDE OF THE ROAD AND PROJECTS 10 INCHES.
 KJ0481'
 KJ0481'AZIMUTH MARK IS ABOUT 0.5 MILE EAST OF THE STATION, 0.2 MILE
 KJ0481'EAST OF A CROSSROADS, 6 FEET EAST OF A FENCE CORNER AND GATE
 KJ0481'POST ON THE NORTH SIDE OF THE ROAD AND PROJECTS 10 INCHES.
 KJ0481'
 KJ0481'A 30-FOOT STAND WAS ERECTED.
 KJ0481
 KJ0481                          STATION RECOVERY (1958)
 KJ0481
 KJ0481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 KJ0481'THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 KJ0481'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS--
 KJ0481'
 KJ0481'THE STATION IS ABOUT 15 MILES NORTH OF BOVINA, 18.5 MILES
 KJ0481'SOUTHWEST OF ANTON, AND 9 MILES SOUTHWEST OF THURMAN, IN SEC.
 KJ0481'25, T 6 S. R 54 W, ON THE RISE OF A HILL, 18 FT. SOUTH OF THE
 KJ0481'SOUTH FENCE LINE OF A SECTION LINE ROAD, IN A PASTURE.  THERE
 KJ0481'IS A WHITE FRAME HOUSE AND SEVERAL RED BARNS ACROSS THE ROAD,
 KJ0481'NORTH OF THE STATION.
 KJ0481'
 KJ0481'TO REACH THE STATION FROM BOVINA, AT THE INTERSECTION OF U.S.
 KJ0481'HIGHWAY 24 AND A GRAVELLED ROAD NORTH, GO NORTH FOR 0.4 MILE
 KJ0481'TO AN INTERSECTION, THEN TURN RIGHT (EAST) FOR 0.4 MILE,
 KJ0481'TURN LEFT (NORTH) FOR 9.5 MILES ON A GRAVELLED ROAD.  THEN
 KJ0481'TURN RIGHT (EAST) FOR 1 MILE, THEN LEFT (NORTH) FOR 4.5 MILES
 KJ0481'TO A DRIVE ALONG THE SECTION LINE.  TURN LEFT (WEST) FOR 0.9
 KJ0481'MILE TO THE AZIMUTH MARK ON THE RIGHT (NORTH).  CONTINUE WEST
 KJ0481'FOR 0.4 MILE TO THE STATION ON THE LEFT (SOUTH).
 KJ0481'
 KJ0481'THE STATION IS A STANDARD TRIANGULATION DISK STAMPED CARROLL
 KJ0481'1934 SET IN THE SQUARE TOP OF A CONCRETE MONUMENT WHICH PROJECTS
 KJ0481'3 INCHES.
 KJ0481'
 KJ0481'REFERENCE MARK 1 IS NORTHEAST OF THE STATION AND SLIGHTLY LOWER,
 KJ0481'IN THE NORTH FENCE LINE, 5 FEET SOUTHWEST OF A POWER POLE AND
 KJ0481'IS A STANDARD REFERENCE DISK STAMPED CARROLL NO 1 1934 SET IN
 KJ0481'THE SQUARE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
 KJ0481'
 KJ0481'REFERENCE MARK 2 IS WEST OF THE STATION, NEAR THE SOUTH FENCE
 KJ0481'LINE, 10 FEET EAST OF A GATE AND ON THE PROJECTION OF THE EAST
 KJ0481'SIDE OF THE DRIVE TO THE FARM HOUSE.  IT IS A STANDARD REFERENCE
 KJ0481'DISK STAMPED CARROLL NO 2 1934 SET IN THE SQUARE TOP OF A
 KJ0481'CONCRETE MONUMENT WHICH PROJECTS 3 INCHES.
 KJ0481'
 KJ0481'THE AZIMUTH MARK IS IN A PASTURE EAST OF THE STATION, ON THE
 KJ0481'NORTH SIDE OF THE ROAD, 8 FEET NORTH OF A GATE POST, AND IS
 KJ0481'A STANDARD REFERENCE MARK DISK STAMPED CARROLL AZIMUTH 1934
 KJ0481'SET IN THE SQUARE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 4
 KJ0481'INCHES.
 KJ0481
 KJ0481                          STATION RECOVERY (1968)
 KJ0481
 KJ0481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KJ0481'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 KJ0481'WERE RECOVERED IN GOOD CONDITION.  THE DIRECTION TO REFERENCE
 KJ0481'MARK 1 CHECKED, BUT A DIFFERENCE OF 0.16 OF A FOOT LONGER WAS
 KJ0481'FOUND IN THE 1958 DISTANCE.  THE DISTANCE AND DIRECTION TO
 KJ0481'REFERENCE MARK 2 CHECKED.  THE DIRECTION TO THE AZIMUTH MARK
 KJ0481'CHECKED.  DUE TO CHANGES AT THE STATION, FOLLOWING IS A NEW
 KJ0481'DESCRIPTION.
 KJ0481'
 KJ0481'THE STATION IS LOCATED IN THE NORTHEAST 1/4 OF SECTION 25, T. 6
 KJ0481'S., R. 54 W. AND ON PROPERTY OF MR. HOWARD LINK.  IT IS 24 MILES
 KJ0481'NORTHEAST OF LIMON, 18-1/2 MILES SOUTHWEST OF ANTON, 16-1/2 MILES
 KJ0481'SOUTH OF LINDON AND 16-1/2 MILES NORTHWEST OF ARRIBA.
 KJ0481'
 KJ0481'TO REACH THE STATION FROM THE POST OFFICE IN LINDON, GO WEST ON
 KJ0481'U.S. HIGHWAY 36 FOR 4.8 MILES TO A CROSSROAD.  TURN LEFT AND GO
 KJ0481'SOUTH ON A GRAVELED ROAD FOR 11.7 MILES TO A T-ROAD.  TURN LEFT
 KJ0481'AND GO EAST ON A GRAVELED ROAD FOR 0.4 MILE, THEN BEAR RIGHT ON
 KJ0481'THE GRAVELED ROAD FOR 6.0 MILES TO A CROSSROAD AND THE BEGINNING
 KJ0481'OF A PAVED ROAD.  TURN LEFT AND GO EAST FOR 7.0 MILES TO A
 KJ0481'CROSSROAD.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 2.0
 KJ0481'MILES TO A CROSSROAD.  TURN LEFT AND GO WEST ON A DIRT ROAD
 KJ0481'FOR 0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST
 KJ0481'ON THE DIRT ROAD FOR 0.5 MILE TO THE STATION ON THE LEFT AND AN
 KJ0481'ABANDONED FRAME HOUSE ON THE RIGHT.
 KJ0481'
 KJ0481'THE STATION MARK IS A STANDARD DISK STAMPED CARROLL 1934, SET
 KJ0481'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 KJ0481'4 INCHES ABOVE THE GROUND.  IT IS 53 FEET SOUTH OF THE CENTER
 KJ0481'OF THE DIRT ROAD, 27 FEET SOUTHEAST OF A POWER LINE POLE, 18.4
 KJ0481'FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST AND 17 FEET SOUTH
 KJ0481'OF AN EAST-WEST WIRE FENCE.
 KJ0481'
 KJ0481'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CARROLL NO 1 1934,
 KJ0481'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 KJ0481'WITH THE GROUND.  IT IS 43 FEET NORTH OF THE CENTER OF THE DIRT
 KJ0481'ROAD AND 5 FEET SOUTH-SOUTHWEST OF POWER LINE POLE NO.
 KJ0481'
 KJ0481'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CARROLL NO 2 1934,
 KJ0481'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT FLUSH WITH
 KJ0481'THE GROUND.  IT IS 44 FEET SOUTH OF THE CENTER OF THE DIRT ROAD,
 KJ0481'10 FEET EAST OF THE EAST GATE POST OF A WIRE GATE AND 1 FOOT
 KJ0481'SOUTH OF THE WEST WIRE FENCE.
 KJ0481'
 KJ0481'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 KJ0481'CARROLL AZIMUTH 1934, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 KJ0481'MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 106
 KJ0481'FEET WEST OF POWER LINE POLE NO. 13, 35 FEET NORTH OF THE CENTER
 KJ0481'OF THE DIRT ROAD, 10 FEET NORTH-NORTHEAST OF THE EAST GATE POST
 KJ0481'OF A WIRE GATE AND 1.2 FEET WEST OF A METAL WITNESS POST.
 KJ0481'
 KJ0481'HEIGHT OF LIGHT ABOVE STATION MARK 74 FEET.
 KJ0481
 KJ0481                          STATION RECOVERY (1981)
 KJ0481
 KJ0481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1981 (CLN)
 KJ0481'THE STATION MARK, REFERENCE MARK 1, 2 AND THE AZIMUTH MARK WERE
 KJ0481'RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN THE 1934 AND 1958 TO
 KJ0481'REACH DESCRIPTION FROM BOVINA AND THE MARKS ARE AS DESCRIBED BY THE
 KJ0481'1968 DESCRIPTION.  THE ANGLES CHECK WITHIN LIMITS WITH THE 1934, 1958
 KJ0481'AND 1968 DATA, BUT THE DISTANCES DO NOT CHECK FROM OCCUPATION TO
 KJ0481'OCCUPATION.  AT THIS TIME THE DISTANCES WERE CHECKED WITH AN EDM DUE
 KJ0481'TO PROBLEMS TAPING HORIZONTALLY.  POSITION WAS COMPUTED FOR THE
 KJ0481'AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0525 ***********************************************************************
 LK0525  DESIGNATION -  CARSE
 LK0525  PID         -  LK0525
 LK0525  STATE/COUNTY-  CO/YUMA
 LK0525  USGS QUAD   -  LAIRD (1984)
 LK0525
 LK0525                         *CURRENT SURVEY CONTROL
 LK0525  ___________________________________________________________________
 LK0525* NAD 83(1992)-  40 05 24.63608(N)    102 06 49.10768(W)     ADJUSTED  
 LK0525* NAVD 88     -      1055.     (meters)    3461.     (feet)  SCALED    
 LK0525  ___________________________________________________________________
 LK0525  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 LK0525  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 LK0525
 LK0525  HORZ ORDER  -  SECOND
 LK0525
 LK0525.The horizontal coordinates were established by classical geodetic methods
 LK0525.and adjusted by the National Geodetic Survey in January 1993..
 LK0525
 LK0525.The orthometric height was scaled from a topographic map.
 LK0525
 LK0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0525
 LK0525.The geoid height was determined by GEOID03.
 LK0525
 LK0525;                    North         East     Units Scale Factor Converg.
 LK0525;SPC CO N     -   394,346.327 1,203,113.811   MT  0.99996075   +2 11 16.9
 LK0525;SPC CO N     - 1,293,784.57  3,947,215.89   sFT  0.99996075   +2 11 16.9
 LK0525;SPC NE       -    30,721.973   319,770.772   MT  0.99996046   -1 24 02.5
 LK0525;UTM  13      - 4,441,759.421   746,072.288   MT  1.00034548   +1 51 35.0
 LK0525
 LK0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0525!SPC CO N     -   0.99983793  x   0.99996075  =   0.99979869
 LK0525!SPC NE       -   0.99983793  x   0.99996046  =   0.99979840
 LK0525!UTM  13      -   0.99983793  x   1.00034548  =   1.00018336
 LK0525
 LK0525|---------------------------------------------------------------------|
 LK0525| PID    Reference Object                     Distance      Geod. Az  |
 LK0525|                                                           dddmmss.s |
 LK0525| CP6755 CARSE RM 1                                         21534     |
 LK0525| CP6754 CARSE AZ MK                                        2480844.7 |
 LK0525| CP6756 CARSE RM 2                                         32846     |
 LK0525|---------------------------------------------------------------------|
 LK0525
 LK0525                          SUPERSEDED SURVEY CONTROL
 LK0525
 LK0525  NAD 83(1986)-  40 05 24.63452(N)    102 06 49.10661(W) AD(       ) 2
 LK0525  NAD 27      -  40 05 24.67000(N)    102 06 47.42300(W) AD(       ) 2
 LK0525
 LK0525.Superseded values are not recommended for survey control.
 LK0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0525.See file dsdata.txt to determine how the superseded data were derived.
 LK0525
 LK0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE4607241759(NAD 83)
 LK0525_MARKER: DS = TRIANGULATION STATION DISK
 LK0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0525
 LK0525  HISTORY     - Date     Condition        Report By
 LK0525  HISTORY     - 1935     MONUMENTED       CGS
 LK0525  HISTORY     - 1959     SEE DESCRIPTION  USGS
 LK0525
 LK0525                          STATION DESCRIPTION
 LK0525
 LK0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LK0525'STATION IS ABOUT 1/2 MILE NORTH AND 1/2 MILE WEST OF LAIRD,
 LK0525'IN THE NW 1/4 NW 1/4 OF SEC. 6, T. 1 N., R. 42 W., ON THE
 LK0525'WESTERLY SIDE OF A SMALL HILL.  IT IS 0.5 MILE NORTH OF
 LK0525'COLORADO STATE HIGHWAY 54 AND 0.2 MILE NORTH OF THE FARM
 LK0525'RESIDENCE OF MR. W.J. CARSE, ON LAND BELONGING TO MR. CARSE.
 LK0525'IT IS 65 FEET EAST OF THE CENTERLINE OF TRACK ROAD AND 41 FEET
 LK0525'EAST OF THE EAST RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 5
 LK0525'INCHES.
 LK0525'
 LK0525'THE AZIMUTH MARK IS ABOUT 1.8 MILES WEST-SOUTHWEST
 LK0525'OF THE STATION, 26 FEET NORTH OF CENTERLINE OF ROAD, 3 FEET
 LK0525'EAST OF TELEPHONE POLE, AND 139 FEET NORTH OF NORTHEAST OF
 LK0525'STONE WALL AROUND C.B. HAMMELS FARM RESIDENCE.  THE MARK PROJECTS
 LK0525'6 INCHES.
 LK0525'
 LK0525'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION,
 LK0525'43 FEET EAST OF CENTERLINE OF TRACK ROAD, AND 1 FOOT EAST OF
 LK0525'THE EAST RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 5 INCHES.
 LK0525'
 LK0525'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION,
 LK0525'43 FEET EAST OF THE CENTERLINE OF TRACK ROAD, AND 1 FOOT EAST
 LK0525'OF EAST RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6 INCHES.
 LK0525'
 LK0525'THE STATION IS REACHED FROM THE DEPOT IN LAIRD BY GOING WEST ON
 LK0525'STATE HIGHWAY 54 FOR 0.5 MILE.  TURN RIGHT (NORTH) AND DRIVE
 LK0525'0.5 MILE TO THE STATION ON THE EAST SIDE OF THE ROAD.
 LK0525'
 LK0525'A 10-FOOT STAND CLEARED ALL LINES.
 LK0525
 LK0525                          STATION RECOVERY (1959)
 LK0525
 LK0525'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LK0525'STATION WAS FOUND LYING AT SITE.
 LK0525'
 LK0525'REFERENCE MARK 1 IS LYING AT SITE, ALSO REFERENCE MARK 2.
 LK0525'
 LK0525'THE SUBSURFACE MARK COULD PROBABLY BE FOUND BY DILIGENT SEARCH
 LK0525'AND DIGGING HILL HAS BEEN BADLY BLOWN OUT.  POSTS ARE LYING ALONG
 LK0525'SIDE OF PRESENT HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0394 ***********************************************************************
 KJ0394  DESIGNATION -  CARSON
 KJ0394  PID         -  KJ0394
 KJ0394  STATE/COUNTY-  CO/KIT CARSON
 KJ0394  USGS QUAD   -  BONNY RESERVOIR SOUTHEAST (1971)
 KJ0394
 KJ0394                         *CURRENT SURVEY CONTROL
 KJ0394  ___________________________________________________________________
 KJ0394* NAD 83(1992)-  39 32 10.55183(N)    102 03 40.79829(W)     ADJUSTED  
 KJ0394* NAVD 88     -      1178.     (meters)    3865.     (feet)  SCALED    
 KJ0394  ___________________________________________________________________
 KJ0394  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 KJ0394  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 KJ0394
 KJ0394  HORZ ORDER  -  FIRST
 KJ0394
 KJ0394.The horizontal coordinates were established by classical geodetic methods
 KJ0394.and adjusted by the National Geodetic Survey in January 1993..
 KJ0394
 KJ0394.The orthometric height was scaled from a topographic map.
 KJ0394
 KJ0394.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0394
 KJ0394.The geoid height was determined by GEOID03.
 KJ0394
 KJ0394;                    North         East     Units Scale Factor Converg.
 KJ0394;SPC CO C     -   499,435.777 1,209,938.569   MT  0.99996471   +2 10 07.4
 KJ0394;SPC CO C     - 1,638,565.55  3,969,606.79   sFT  0.99996471   +2 10 07.4
 KJ0394;SPC CO N     -   333,063.358 1,209,955.553   MT  1.00003401   +2 13 18.6
 KJ0394;SPC CO N     - 1,092,725.37  3,969,662.51   sFT  1.00003401   +2 13 18.6
 KJ0394;SPC KS N     -   141,369.097    50,980.252   MT  0.99996924   -2 34 10.8
 KJ0394;UTM  13      - 4,380,413.988   752,553.568   MT  1.00038537   +1 52 17.9
 KJ0394;UTM  14      - 4,380,765.747   236,902.471   MT  1.00045233   -1 56 59.5
 KJ0394
 KJ0394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0394!SPC CO C     -   0.99981876  x   0.99996471  =   0.99978348
 KJ0394!SPC CO N     -   0.99981876  x   1.00003401  =   0.99985276
 KJ0394!SPC KS N     -   0.99981876  x   0.99996924  =   0.99978800
 KJ0394!UTM  13      -   0.99981876  x   1.00038537  =   1.00020406
 KJ0394!UTM  14      -   0.99981876  x   1.00045233  =   1.00027101
 KJ0394
 KJ0394|---------------------------------------------------------------------|
 KJ0394| PID    Reference Object                     Distance      Geod. Az  |
 KJ0394|                                                           dddmmss.s |
 KJ0394| CP6758 CARSON RM 1                          11.201 METERS 09523     |
 KJ0394| KH0696 HIGH RM 3                           APPROX.12.7 KM 1300513.1 |
 KJ0394| CP6759 CARSON RM 2                          10.616 METERS 18317     |
 KJ0394| CP6757 CARSON AZ MK                                       2731924.8 |
 KJ0394|---------------------------------------------------------------------|
 KJ0394
 KJ0394                          SUPERSEDED SURVEY CONTROL
 KJ0394
 KJ0394  NAD 83(1986)-  39 32 10.55107(N)    102 03 40.79773(W) AD(       ) 1
 KJ0394  NAD 27      -  39 32 10.57048(N)    102 03 39.13469(W) AD(       ) 1
 KJ0394
 KJ0394.Superseded values are not recommended for survey control.
 KJ0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0394.See file dsdata.txt to determine how the superseded data were derived.
 KJ0394
 KJ0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD5255480414(NAD 83)
 KJ0394_MARKER: DS = TRIANGULATION STATION DISK
 KJ0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0394_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KJ0394
 KJ0394  HISTORY     - Date     Condition        Report By
 KJ0394  HISTORY     - 1968     MONUMENTED       CGS
 KJ0394  HISTORY     - 1969     GOOD             USGS
 KJ0394
 KJ0394                          STATION DESCRIPTION
 KJ0394
 KJ0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KJ0394'THE STATION IS LOCATED IN THE APPROXIMATE CENTER OF SECTION 11
 KJ0394'T. 6 S., R. 42 W. ON ROAD RIGHT OF WAY.  IT IS ABOUT 19-1/2
 KJ0394'MILES NORTHEAST OF BURLINGTON, 16 MILES SOUTHEAST OF THE
 KJ0394'JUNCTION OF U.S. HIGHWAYS 36 AND 385 (ABOUT 2 MILES EAST OF
 KJ0394'IDALIA) AND 1/2 MILE WEST OF THE COLORADO-KANSAS BORDER.
 KJ0394'
 KJ0394'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 36 AND
 KJ0394'385 ABOUT 2 MILES EAST OF IDALIA, GO SOUTH ON HIGHWAY 385 FOR
 KJ0394'9.1 MILES TO THE YUMA-KIT CARSON COUNTY LINE.  CONTINUE SOUTH
 KJ0394'FOR 5.9 MILES TO A CROSSROAD AND A HOUSE IN THE NORTHWEST
 KJ0394'ANGLE.  TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 4.1 MILES
 KJ0394'TO A T-ROAD.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR
 KJ0394'1 MILE TO A CROSSROAD.  TURN LEFT AND GO EAST ON A GRAVELED
 KJ0394'ROAD FOR 6.05 MILES TO A CROSSROAD.  TURN LEFT AND GO NORTH ON A
 KJ0394'GRAVELED ROAD FOR 4.75 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 KJ0394'AND GO EAST ON A DIRT ROAD FOR 0.15 MILE TO THE AZIMUTH
 KJ0394'MARK ON THE LEFT.  CONTINUE EAST FOR 0.35 MILE TO THE
 KJ0394'STATION ON THE RIGHT.
 KJ0394'
 KJ0394'THE STATION MARK IS A STANDARD DISK STAMPED CARSON 1968, SET
 KJ0394'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KJ0394'PROJECTS 1 INCH.  IT IS 41 FEET SOUTH OF THE CENTER OF THE DIRT
 KJ0394'ROAD, 4.4 FEET NORTH-NORTHEAST OF A FENCE CORNER POST AND 4
 KJ0394'FEET NORTH OF A WIRE FENCE.
 KJ0394'
 KJ0394'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CARSON NO 1 1968,
 KJ0394'SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KJ0394'PROJECTS 3 INCHES.  IT IS 44 FEET SOUTH OF THE DIRT ROAD, 39
 KJ0394'FEET EAST OF THE FENCE CORNER POST AND 0.6 FOOT NORTH OF THE
 KJ0394'WIRE FENCE.
 KJ0394'
 KJ0394'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CARSON NO 2 1968,
 KJ0394'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KJ0394'PROJECTS 4 INCHES.  IT IS 75 FEET SOUTH OF THE DIRT ROAD, 30
 KJ0394'FEET SOUTH OF THE FENCE CORNER POST AND 0.5 FOOT EAST OF A
 KJ0394'WIRE FENCE.
 KJ0394'
 KJ0394'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CARSON 1968, SET
 KJ0394'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KJ0394'PROJECTS 4 INCHES.  IT IS 40 FEET NORTH OF THE CENTER OF THE
 KJ0394'DIRT ROAD, 1.4 FEET EAST-NORTHEAST OF A METAL WITNESS POST AND
 KJ0394'0.7 FOOT SOUTH OF A WIRE FENCE.
 KJ0394'
 KJ0394'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KJ0394
 KJ0394                          STATION RECOVERY (1969)
 KJ0394
 KJ0394'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JLP)
 KJ0394'THE STATION WAS OCCUPIED FOR AZIMUTH ONLY AND THUS THE REFERENCE
 KJ0394'MARK DIRECTIONS AND DISTANCES WERE NOT REOBSERVED.
 KJ0394'
 KJ0394'THE DESCRIPTION GIVEN WAS VERIFIED AND REQUIRES NO CORRECTIONS
 KJ0394'OR ADDITIONS.
 KJ0394'
 KJ0394'STATION MARK IS A STANDARD DISK STAMPED CARSON 1968.
 KJ0394'
 KJ0394'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED CARSON
 KJ0394'NO. 1 1968.
 KJ0394'
 KJ0394'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED CARSON
 KJ0394'NO. 2 1968.
 KJ0394'
 KJ0394'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1329 ***********************************************************************
 JK1329  CBN         -  This is a Cooperative Base Network Control Station.
 JK1329  DESIGNATION -  CARSON GPS
 JK1329  PID         -  JK1329
 JK1329  STATE/COUNTY-  CO/EL PASO
 JK1329  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK1329
 JK1329                         *CURRENT SURVEY CONTROL
 JK1329  ___________________________________________________________________
 JK1329* NAD 83(1992)-  38 45 17.21719(N)    104 47 28.44226(W)     ADJUSTED  
 JK1329* NAVD 88     -      1800.7    (meters)    5908.     (feet)  GPS OBS   
 JK1329  ___________________________________________________________________
 JK1329  X           -  -1,271,843.884 (meters)                     COMP
 JK1329  Y           -  -4,816,719.686 (meters)                     COMP
 JK1329  Z           -   3,972,241.131 (meters)                     COMP
 JK1329  LAPLACE CORR-         -16.04  (seconds)                    DEFLEC99
 JK1329  ELLIP HEIGHT-        1783.50  (meters)          (10/21/02) GPS OBS
 JK1329  GEOID HEIGHT-         -17.28  (meters)                     GEOID03
 JK1329
 JK1329  HORZ ORDER  -  B
 JK1329  ELLP ORDER  -  FOURTH    CLASS II
 JK1329
 JK1329.The horizontal coordinates were established by GPS observations
 JK1329.and adjusted by the National Geodetic Survey in May 1992..
 JK1329
 JK1329.The orthometric height was determined by GPS observations and a
 JK1329.high-resolution geoid model.
 JK1329
 JK1329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1329
 JK1329.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1329
 JK1329.The ellipsoidal height was determined by GPS observations
 JK1329.and is referenced to NAD 83.
 JK1329
 JK1329.The geoid height was determined by GEOID03.
 JK1329
 JK1329;                    North         East     Units Scale Factor Converg.
 JK1329;SPC CO C     -   407,328.280   976,007.589   MT  0.99995406   +0 26 49.2
 JK1329;SPC CO C     - 1,336,376.20  3,202,118.23   sFT  0.99995406   +0 26 49.2
 JK1329;UTM  13      - 4,289,585.800   518,139.658   MT  0.99960405   +0 07 50.5
 JK1329
 JK1329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1329!SPC CO C     -   0.99972025  x   0.99995406  =   0.99967432
 JK1329!UTM  13      -   0.99972025  x   0.99960405  =   0.99932441
 JK1329
 JK1329|---------------------------------------------------------------------|
 JK1329| PID    Reference Object                     Distance      Geod. Az  |
 JK1329|                                                           dddmmss.s |
 JK1329| CR8279 CARSON RM 1                          17.953 METERS 04417     |
 JK1329| JK1330 COLORADO SPRINGS KKTV MAST          APPROX. 6.3 KM 2600635.8 |
 JK1329| CR8280 CARSON RM 2                          24.680 METERS 28406     |
 JK1329| JK0861 W 404                               APPROX. 1.0 KM 3411925.9 |
 JK1329|---------------------------------------------------------------------|
 JK1329
 JK1329                          SUPERSEDED SURVEY CONTROL
 JK1329
 JK1329  ELLIP H (03/04/94) 1783.51   (m)                       GP(       ) 4 1
 JK1329  NAD 83(1986)-  38 45 17.20107(N)    104 47 28.43002(W) AD(       ) 1
 JK1329  NGVD 29 (07/20/87) 1799.77   (m)         5904.7    (f) LEVELING    3  
 JK1329
 JK1329.Superseded values are not recommended for survey control.
 JK1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1329.See file dsdata.txt to determine how the superseded data were derived.
 JK1329
 JK1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC1814089586(NAD 83)
 JK1329_MARKER: DH = HORIZONTAL CONTROL DISK
 JK1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1329_SP_SET: CONCRETE POST
 JK1329_STAMPING: CARSON GPS 1985
 JK1329_MARK LOGO: NGS   
 JK1329_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK1329+STABILITY: SURFACE MOTION
 JK1329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1329+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2002
 JK1329
 JK1329  HISTORY     - Date     Condition        Report By
 JK1329  HISTORY     - 1985     MONUMENTED       NGS
 JK1329  HISTORY     - 1985     GOOD             NGS
 JK1329  HISTORY     - 19860617 GOOD
 JK1329  HISTORY     - 19910422 GOOD             NGS
 JK1329  HISTORY     - 19920928 GOOD             CODOT
 JK1329  HISTORY     - 19920930 GOOD             CODOT
 JK1329  HISTORY     - 19940312 GOOD             MSAM
 JK1329  HISTORY     - 19970123 GOOD             CODOT
 JK1329  HISTORY     - 20020510 GOOD             JCLS
 JK1329  HISTORY     - 20020512 GOOD             JCLS
 JK1329
 JK1329                          STATION DESCRIPTION
 JK1329
 JK1329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (LWD)
 JK1329'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI)
 JK1329'SOUTH-SOUTHWEST OF COLORADO SPRINGS
 JK1329'11.2 KM (7.0 MI) NORTHWEST OF FOUNTAIN ON A SMALL HILL JUST NORTH
 JK1329'OF THE FORT CARSON MUSEUM ON THE MILITARY RESERVATION.
 JK1329'OWNERSHIP--U.S.ARMY.  CONTACT DIVISION ARTILLERY SURVEY INFORMATION
 JK1329'CENTER, HHB 4TH INFANTRY DIVISION ARTILLERY, FORT CARSON COLORADO
 JK1329'80913-5428.  TELEPHONE 303-579-2131..
 JK1329'
 JK1329'TO REACH THE STATION FROM THE INTERSECTION OF BARKELAY AND BARGER
 JK1329'STREETS ON FORT CARSON.  GO WEST ON BARGER FOR 0.2 KM (0.1 MI) TO A
 JK1329'TRACK ROAD LEFT.  TURN LEFT, SOUTH, FOR 0.2 KM (0.1 MI) TO A SADDLE
 JK1329'BETWEEN TWO HILLS.  TURN LEFT, EAST, FOR 0.2 KM (0.15 MI) TO THE
 JK1329'EAST HILL AND THE STATION ON THE SOUTHEAST END OF THE HILL..
 JK1329'
 JK1329'THE STATION IS A STANDARD NGS DISK
 JK1329'STAMPED---CARSON GPS 1985---,
 JK1329'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JK1329'33 CM IN DIAMETER RECESSED 2.5 CM BELOW GROUND.  LOCATED
 JK1329'1.3 METERS (4.4 FT) NORTH-NORTHWEST FROM AN ORANGE WITNESS POST
 JK1329'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 JK1329'STAMPED---CARSON GPS 1985---,
 JK1329'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 JK1329'
 JK1329'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 JK1329'STAMPED---CARSON GPS NO 1 1985---,
 JK1329'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JK1329'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 JK1329'1.4 METERS (4.5 FT) WEST FROM A STEEL WITNESS POST
 JK1329'MARK IS 1.2 METERS BELOW THE STATION.
 JK1329'
 JK1329'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 JK1329'STAMPED---CARSON GPS NO 2 1985---,
 JK1329'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JK1329'30 CM IN DIAMETER RECESSED 7.6 CM BELOW GROUND.  LOCATED
 JK1329'1.2 METERS (4.0 FT) SOUTH FROM A STEEL WITNESS POST
 JK1329'MARK IS 0.6 METERS BELOW THE STATION.
 JK1329'
 JK1329'AZIMUTH MARK NO. 1 IS A STANDARD NGS 1ST ORDER ELEVATION ROD MARK
 JK1329'WITH THE COVER STAMPED---W404 1984---
 JK1329'SET INTO A MANHOLE
 JK1329'12.7 CM IN DIAMETER FLUSH WITH THE GROUND LOCATED
 JK1329'0.4 METERS (1.5 FT) SOUTH FROM A TELEPHONE POLE
 JK1329'24.1 METERS (79.0 FT) NORTH FROM THE CENTERLINE OF MOORE STREET
 JK1329'25.9 METERS (85 FT) WEST FROM THE CENTERLINE OF BARKELEY ROAD
 JK1329'TO REACH THE AZIMUTH FROM THE STATION,
 JK1329'GO WEST FOR 0.2 KM (0.15 MI) ON TRACK ROAD TO SADDLE, TURN RIGHT,
 JK1329'NORTH, ON TRACK ROAD FOR 0.2 KM (0.1 MI) TO BARGER ROAD.  TURN
 JK1329'RIGHT, EAST, FOR 0.2 KM (0.1 MI) TO BARKLEY ROAD.  TURN LEFT,
 JK1329'NORTH, FOR 0.88 KM (0.55 MI) ON BARKLEY ROAD TO MOORE STREET ON
 JK1329'LEFT.  TURN LEFT, WEST, FOR 0.08 KM (0.05 MI) AND THE AZIMUTH MARK
 JK1329'ON RIGHT..
 JK1329'
 JK1329'DESCRIBED BY LWD.
 JK1329
 JK1329                          STATION RECOVERY (1985)
 JK1329
 JK1329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JK1329'RECOVERED IN GOOD CONDITION.
 JK1329
 JK1329                          STATION RECOVERY (1986)
 JK1329
 JK1329'RECOVERED 1986
 JK1329'RECOVERED IN GOOD CONDITION.
 JK1329
 JK1329                          STATION RECOVERY (1991)
 JK1329
 JK1329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JK1329'STATION IS LOCATED ABOUT 9 KM (5.6 MI) SOUTH OF THE COLORADO SPRINGS
 JK1329'CITY HALL, 1.5 KM (0.9 MI) SOUTHWEST OF EXIT 135 OF INTERSTATE
 JK1329'HIGHWAY 25, ON FORT CARSON, 1.2 KM (0.7 MI) SOUTH OF THE B STREET
 JK1329'GATE, ON THE EAST ONE OF TWO LOW KNOLLS, IN THE SOUTHWEST 1/4 OF
 JK1329'SECTION 9, T 15 S, R 66 W.  OWNERSHIP--US GOVERNMENT.
 JK1329'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 25 AND STATE HIGHWAY
 JK1329'83 (EXIT 135) JUST SOUTHEAST OF COLORADO SPRINGS, GO WEST ON HIGHWAY
 JK1329'83 FOR 1.32 KM (0.82 MI) TO THE B STREET RAMP ON THE RIGHT.  BEAR
 JK1329'RIGHT FOR 0.50 KM (0.31 MI) TO A T-ROAD.  TURN LEFT, SOUTHEAST ON B
 JK1329'STREET FOR 0.36 KM (0.22 MI) TO THE SENTRY BOOTH.  CONTINUE AHEAD ON
 JK1329'BARKELEY AVENUE FOR 0.93 KM (0.58 MI) TO A PAVED ROAD RIGHT.  TURN
 JK1329'RIGHT, WEST, ON BARGER STREET FOR 0.21 KM (0.13 MI) TO A GRADED ROAD
 JK1329'LEFT.  TURN LEFT, SOUTH, FOR 20 M (65.6 FT) , THEN BEAR LEFT, SOUTH,
 JK1329'ON TRACK ROAD UPHILL FOR ABOUT 130 M (426.5 FT) TO TOP OF KNOLL. TURN
 JK1329'LEFT, EAST, FOR 30 M (98.4 FT) TO THE STATION ON THE RIGHT.
 JK1329'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST 3 CM
 JK1329'BELOW GROUND.  IT IS IN THE MIDDLE OF A 1 M (3.3 FT) DIAMETER
 JK1329'METAL-LINED CONCRETE DOUGHNUT THAT PROJECTS 25 CM, 5 M (16.4 FT)
 JK1329'SOUTH OF THE EAST-WEST AXIS OF THE KNOLL, AND 8 M (26.2 FT) WEST OF
 JK1329'THE EAST END OF THE KNOLL ALONG THE SOUTH EDGE AND 1.5 M (4.9 FT)
 JK1329'NORTH OF A FIBERGLASS WITNESS POST.
 JK1329'DESCRIBED BY G.R.HEID
 JK1329
 JK1329                          STATION RECOVERY (1992)
 JK1329
 JK1329'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1992
 JK1329'RECOVERED IN GOOD CONDITION.
 JK1329
 JK1329                          STATION RECOVERY (1992)
 JK1329
 JK1329'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1992
 JK1329'RECOVERED IN GOOD CONDITION.
 JK1329
 JK1329                          STATION RECOVERY (1994)
 JK1329
 JK1329'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1994 (KCH)
 JK1329'RECOVERED AS DESCRIBED.
 JK1329
 JK1329                          STATION RECOVERY (1997)
 JK1329
 JK1329'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 JK1329'RECOVERED AS DESCRIBED.
 JK1329
 JK1329                          STATION RECOVERY (2002)
 JK1329
 JK1329'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 JK1329'RECOVERED IN GOOD CONDITION.
 JK1329
 JK1329                          STATION RECOVERY (2002)
 JK1329
 JK1329'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 JK1329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1926 ***********************************************************************
 KK1926  DESIGNATION -  CARTER
 KK1926  PID         -  KK1926
 KK1926  STATE/COUNTY-  CO/JEFFERSON
 KK1926  USGS QUAD   -  TUNGSTEN (1972)
 KK1926
 KK1926                         *CURRENT SURVEY CONTROL
 KK1926  ___________________________________________________________________
 KK1926* NAD 83(1992)-  39 54 07.65653(N)    105 22 56.77580(W)     ADJUSTED  
 KK1926* NAVD 88     -      2791.6    (meters)    9159.     (feet)  VERTCON   
 KK1926  ___________________________________________________________________
 KK1926  LAPLACE CORR-         -22.17  (seconds)                    DEFLEC99
 KK1926  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 KK1926
 KK1926  HORZ ORDER  -  FIRST
 KK1926
 KK1926.The horizontal coordinates were established by classical geodetic methods
 KK1926.and adjusted by the National Geodetic Survey in January 1993..
 KK1926
 KK1926.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1926
 KK1926.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1926
 KK1926.The geoid height was determined by GEOID03.
 KK1926
 KK1926;                    North         East     Units Scale Factor Converg.
 KK1926;SPC CO C     -   534,469.613   924,455.579   MT  1.00003364   +0 04 26.9
 KK1926;SPC CO C     - 1,753,505.72  3,032,984.68   sFT  1.00003364   +0 04 26.9
 KK1926;UTM  13      - 4,416,964.333   467,308.628   MT  0.99961316   -0 14 43.2
 KK1926
 KK1926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1926!SPC CO C     -   0.99956449  x   1.00003364  =   0.99959812
 KK1926!UTM  13      -   0.99956449  x   0.99961316  =   0.99917782
 KK1926
 KK1926|---------------------------------------------------------------------|
 KK1926| PID    Reference Object                     Distance      Geod. Az  |
 KK1926|                                                           dddmmss.s |
 KK1926| CP6760 CARTER RM 1                           7.193 METERS 03817     |
 KK1926| KK1925 CARTER ECC 15991                      8.878 METERS 04235     |
 KK1926| KK1897 BOULDER RESET                       APPROX. 9.9 KM 0490624.0 |
 KK1926| KK1923 CARTER AZ MK                        267.828 METERS 13207     |
 KK1926| KK1924 CARTER AZ MK OFFSET                 263.156 METERS 13207     |
 KK1926| CP6761 CARTER RM 2                           9.090 METERS 16048     |
 KK1926|---------------------------------------------------------------------|
 KK1926
 KK1926                          SUPERSEDED SURVEY CONTROL
 KK1926
 KK1926  NAD 83(1986)-  39 54 07.65332(N)    105 22 56.77208(W) AD(       ) 1
 KK1926  NAD 27      -  39 54 07.70202(N)    105 22 54.79708(W) AD(       ) 1
 KK1926  NGVD 29 (07/19/86) 2790.2    (m)         9154.     (f) VERT ANG       
 KK1926
 KK1926.Superseded values are not recommended for survey control.
 KK1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1926.See file dsdata.txt to determine how the superseded data were derived.
 KK1926
 KK1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE6730916964(NAD 83)
 KK1926_MARKER: DS = TRIANGULATION STATION DISK
 KK1926_SETTING: 80 = SET IN A BOULDER
 KK1926_SP_SET: SET IN DRILL HOLE IN A BOULDER
 KK1926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1926+STABILITY: SURFACE MOTION
 KK1926
 KK1926  HISTORY     - Date     Condition        Report By
 KK1926  HISTORY     - 1977     MONUMENTED       NGS
 KK1926
 KK1926                          STATION DESCRIPTION
 KK1926
 KK1926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1926'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTHWEST OF TWIN
 KK1926'SPRUCE, 1-3/4 MILES SOUTH-SOUTHEAST OF WONDERVU, 3/4 MILE EAST
 KK1926'OF THE JEFFERSON-GILPIN COUNTY LINE AND 3/4 MILE SOUTH OF THE
 KK1926'JEFFERSON-BOULDER COUNTY LINE.  IT IS IN THE SOUTHWEST
 KK1926'QUARTER OF SECTION 6, T 2 S, R 71 W.  PROPERTY OWNER IS
 KK1926'NOT KNOWN.
 KK1926'
 KK1926'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 72 AND
 KK1926'93 WHICH IS 8 MILES NORTH OF GOLDEN, GO NORTHWEST ON STATE
 KK1926'HIGHWAY 72 FOR 2.6 MILES TO WHERE HIGHWAY PASSES UNDER RAILROAD
 KK1926'TRACKS, CONTINUE NORTHWEST ON STATE HIGHWAY 72 FOR 4.5 MILES TO
 KK1926'ROAD LEFT (TWIN SPRUCE ROAD), JUST BEFORE REACHING THE SMALL
 KK1926'COMMUNITY OF COAL CREEK, CONTINUE NORTHWEST ON STATE HIGHWAY 72
 KK1926'FOR 1.35 MILES TO THE JEFFERSON-BOULDER COUNTY LINE.  CONTINUE
 KK1926'STRAIGHT AHEAD FOR 1.1 MILES TO A DIRT ROAD LEFT (COPPERDALE
 KK1926'ROAD). TURN LEFT FOR 1.0 MILE TO A FORK. KEEP RIGHT FOR 0.25
 KK1926'TO A FORK.  KEEP LEFT, FOLLOWING
 KK1926'GRAVELED ROAD FOR 0.05 MILE TO ROAD LEFT. CONTINUE STRAIGHT
 KK1926'AHEAD, UPHILL, FOR 0.15 MILE TO A ROAD RIGHT (COAL CREEK
 KK1926'HEIGHTS DRIVE), TURN RIGHT AND GO 0.35 MILE TO A ROAD
 KK1926'LEFT(LIONEL LANE), CONTINUE STRAIGHT AHEAD FOR 0.75 MILE TO A
 KK1926'REVERSE FORK. TURN SHARP RIGHT, UPHILL, FOR 0.8 MILE TO A
 KK1926'ROAD LEFT (FLOWER LANE).  CONTINUE STRAIGHT AHEAD FOR 0.05 MILE
 KK1926'TO A ROAD RIGHT (SIDNEY ROAD). KEEP LEFT FOR 0.3 MILE TO A
 KK1926'ROAD RIGHT (SHIMLEY ROAD).  TURN RIGHT, UPHILL, ON SHIMLEY
 KK1926'ROAD FOR 0.3 MILE TO A FORK, (TO REACH AZIMUTH MARK FROM
 KK1926'HERE, TURN LEFT ONTO SHIMLEY LANE FOR 0.05 MILE TO AZIMUTH
 KK1926'MARK JUST EAST OF A GRAVELED TURN AROUND). KEEP RIGHT ON
 KK1926'SHIMLEY ROAD FOR 0.1 MILE TO A TRIANGULAR-BLAZED
 KK1926'PINE TREE ON THE LEFT AND END OF TRUCK TRAVEL.  FROM
 KK1926'HERE PACK UPHILL FOR 5 MINUTES TO STATION ON HIGHEST
 KK1926'POINT.
 KK1926'
 KK1926'STATION MARK, STAMPED---CARTER 1977---, IS A STANDARD DISK
 KK1926'CEMENTED
 KK1926'IN A DRILL HOLE IN A 3 FOOT HIGH BOULDER.  IT IS 28.5 FEET
 KK1926'SOUTHWEST OF A 12-INCH PINE TREE, 34.0 FEET WEST OF A 14-INCH
 KK1926'PINE TREE AND SLIGHTLY LOWER THAN HIGHEST PART OF HILL.
 KK1926'
 KK1926'REFERENCE MARK 1, STAMPED---CARTER NO 1 1977---, IS A STANDARD
 KK1926'DISK CEMENTED IN A DRILL HOLE IN A 3 BY 15 FOOT BOULDER
 KK1926'WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND AND
 KK1926'ABOUT 3 FEET LOWER THAN THE STATION.  IT IS 11 FEET WEST OF A
 KK1926'12-INCH PINE TREE AND 35.5 FEET SOUTH OF A 20-INCH PINE TREE.
 KK1926'
 KK1926'REFERENCE MARK 2, STAMPED---CARTER NO 2 1977---, IS A STANDARD
 KK1926'DISK CEMENTED IN A DRILL HOLE IN A 3 BY 6 FOOT BOULDER
 KK1926'WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND AND
 KK1926'ABOUT 8 FEET LOWER THAN THE STATION.  IT IS 13 FEET SOUTHWEST
 KK1926'OF A 14-INCH PINE TREE AND 20.5 FEET NORTHEAST OF A DROPOFF
 KK1926'TO THE WEST.
 KK1926'
 KK1926'AZIMUTH MARK, STAMPED---CARTER 1977---, IS A STANDARD DISK
 KK1926'CEMENTED
 KK1926'IN A DRILL HOLE IN A 5 BY 10 FOOT OUTCROPPING BEDROCK WHICH
 KK1926'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 23.5 FEET SOUTH-
 KK1926'SOUTHWEST OF HIGHEST BOULDER IN THE AREA, 37 FEET SOUTH OF A
 KK1926'15-INCH PINE TREE, 47.7 FEET SOUTHEAST OF A 12-INCH PINE TREE
 KK1926'WITH CABLE ATTACHED AND 72 FEET EAST OF THE APPROXIMATE CENTER
 KK1926'OF A GRAVELED TURN AROUND.
 KK1926'
 KK1926'HEIGHT OF LIGHT SHOWN ABOVE STATION MARK WAS 1.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1923 ***********************************************************************
 KK1923  DESIGNATION -  CARTER AZ MK
 KK1923  PID         -  KK1923
 KK1923  STATE/COUNTY-  CO/JEFFERSON
 KK1923  USGS QUAD   -  TUNGSTEN (1972)
 KK1923
 KK1923                         *CURRENT SURVEY CONTROL
 KK1923  ___________________________________________________________________
 KK1923* NAD 83(1992)-  39 54 01.83357(N)    105 22 48.41152(W)     ADJUSTED  
 KK1923* NAVD 88     -      2762.2    (meters)    9062.     (feet)  VERTCON   
 KK1923  ___________________________________________________________________
 KK1923  LAPLACE CORR-         -22.18  (seconds)                    DEFLEC99
 KK1923  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 KK1923
 KK1923  HORZ ORDER  -  SECOND
 KK1923
 KK1923.The horizontal coordinates were established by classical geodetic methods
 KK1923.and adjusted by the National Geodetic Survey in January 1993..
 KK1923
 KK1923.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1923
 KK1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1923
 KK1923.The geoid height was determined by GEOID03.
 KK1923
 KK1923;                    North         East     Units Scale Factor Converg.
 KK1923;SPC CO C     -   534,290.273   924,654.510   MT  1.00003325   +0 04 32.2
 KK1923;SPC CO C     - 1,752,917.34  3,033,637.34   sFT  1.00003325   +0 04 32.2
 KK1923;UTM  13      - 4,416,783.962   467,506.473   MT  0.99961300   -0 14 37.8
 KK1923
 KK1923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1923!SPC CO C     -   0.99956910  x   1.00003325  =   0.99960234
 KK1923!UTM  13      -   0.99956910  x   0.99961300  =   0.99918227
 KK1923
 KK1923                          SUPERSEDED SURVEY CONTROL
 KK1923
 KK1923  NAD 83(1986)-  39 54 01.83026(N)    105 22 48.40770(W) AD(       ) 2
 KK1923  NAD 27      -  39 54 01.87894(N)    105 22 46.43294(W) AD(       ) 2
 KK1923  NGVD 29 (07/19/86) 2760.8    (m)         9058.     (f) VERT ANG       
 KK1923
 KK1923.Superseded values are not recommended for survey control.
 KK1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1923.See file dsdata.txt to determine how the superseded data were derived.
 KK1923
 KK1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE6750616784(NAD 83)
 KK1923_MARKER: DS = TRIANGULATION STATION DISK
 KK1923_SETTING: 66 = SET IN ROCK OUTCROP
 KK1923_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KK1923_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1923+STABILITY: POSITION/ELEVATION WELL
 KK1923
 KK1923  HISTORY     - Date     Condition        Report By
 KK1923  HISTORY     - 1977     MONUMENTED       NGS
 KK1923
 KK1923                          STATION DESCRIPTION
 KK1923
 KK1923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1923'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTHWEST OF TWIN
 KK1923'SPRUCE, 1-3/4 MILES SOUTH-SOUTHEAST OF WONDERVU, 3/4 MILE EAST
 KK1923'OF THE JEFFERSON-GILPIN COUNTY LINE AND 3/4 MILE SOUTH OF THE
 KK1923'JEFFERSON-BOULDER COUNTY LINE.  IT IS IN THE SOUTHWEST
 KK1923'QUARTER OF SECTION 6, T 2 S, R 71 W,.  PROPERTY OWNER IS
 KK1923'NOT KNOWN.
 KK1923'
 KK1923'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 72 AND
 KK1923'93 WHICH IS 8 MILES NORTH OF GOLDEN, GO NORTHWEST ON STATE
 KK1923'HIGHWAY 72 FOR 2.6 MILES TO WHERE HIGHWAY PASSES UNDER RAILROAD
 KK1923'TRACKS. CONTINUE NORTHWEST ON STATE HIGHWAY 72 FOR 4.5 MILES
 KK1923'TO A ROAD LEFT (TWIN SPRUCE ROAD), JUST BEFORE REACHING THE
 KK1923'SMALL COMMUNITY OF COAL CREEK, CONTINUE NORTHWEST ON STATE
 KK1923'HIGHWAY 72 FOR 1.35 MILES TO THE JEFFERSON-BOULDER COUNTY LINE.
 KK1923'CONTINUE STRAIGHT AHEAD FOR 1.1 MILES TO A DIRT ROAD LEFT
 KK1923'(COPPERDALE ROAD). TURN LEFT FOR 1.0 MILE TO A FORK. KEEP
 KK1923'RIGHT FOR 0.25 MILE TO A FORK.  KEEP LEFT
 KK1923'FOLLOWING GRAVELED ROAD FOR 0.05 MILE TO A ROAD LEFT,
 KK1923'CONTINUE STRAIGHT AHEAD, UPHILL, FOR 0.15 MILE TO A ROAD
 KK1923'RIGHT (COAL CREEK HEIGHTS DRIVE), TURN RIGHT AND GO 0.35
 KK1923'MILE TO A ROAD LEFT (LIONEL LANE). CONTINUE STRAIGHT AHEAD
 KK1923'FOR 0.75 MILE TO A REVERSE FORK. TURN SHARP RIGHT, UPHILL,
 KK1923'FOR 0.8 MILE TO A ROAD LEFT (FLOWER LANE). CONTINUE STRAIGHT
 KK1923'AHEAD FOR 0.05 MILE TO A ROAD RIGHT (SIDNEY ROAD). KEEP LEFT
 KK1923'FOR 0.3 MILE TO A ROAD RIGHT (SHIMLEY ROAD). TURN RIGHT,
 KK1923'UPHILL, ON SHIMLEY ROAD FOR 0.3 MILE TO A FORK. TURN LEFT
 KK1923'ONTO SHIMLEY LANE FOR 0.05 MILE TO THE STATION JUST EAST OF
 KK1923'A GRAVELED TURN AROUND.
 KK1923'
 KK1923'STATION MARK, STAMPED---CARTER 1977---, IS A STANDARD
 KK1923'AZIMUTH MARK DISK CEMENTED
 KK1923'IN A DRILL HOLE IN A 5 BY 10 FOOT OUTCROPPING BEDROCK WHICH
 KK1923'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 23.5 FEET SOUTH-
 KK1923'SOUTHWEST OF HIGHEST BOULDER IN THE AREA, 37 FEET SOUTH OF A
 KK1923'15-INCH PINE TREE, 47.7 FEET SOUTHEAST OF A 12-INCH PINE TREE
 KK1923'WITH CABLE ATTACHED AND 72 FEET EAST OF THE APPROXIMATE CENTER
 KK1923'OF A GRAVELED TURN AROUND.
 KK1923'
 KK1923'AN EDM TRAVERSE TIE WAS MADE TO TRIANGULATION STATION
 KK1923'CARTER.
 KK1923'HEIGHT OF LIGHT SHOWN ABOVE STATION MARK WAS 1.1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0569 ***********************************************************************
 HK0569  DESIGNATION -  CARTWRIGHT
 HK0569  PID         -  HK0569
 HK0569  STATE/COUNTY-  CO/SAGUACHE
 HK0569  USGS QUAD   -  SHEDS CAMP (1982)
 HK0569
 HK0569                         *CURRENT SURVEY CONTROL
 HK0569  ___________________________________________________________________
 HK0569* NAD 83(1992)-  37 53 17.78607(N)    105 49 54.66769(W)     ADJUSTED  
 HK0569* NAVD 88     -      2302.9    (meters)    7555.     (feet)  VERTCON   
 HK0569  ___________________________________________________________________
 HK0569  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 HK0569  GEOID HEIGHT-         -16.06  (meters)                     GEOID03
 HK0569
 HK0569  HORZ ORDER  -  THIRD
 HK0569
 HK0569.The horizontal coordinates were established by classical geodetic methods
 HK0569.and adjusted by the National Geodetic Survey in January 1993..
 HK0569
 HK0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0569
 HK0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0569
 HK0569.The geoid height was determined by GEOID03.
 HK0569
 HK0569;                    North         East     Units Scale Factor Converg.
 HK0569;SPC CO S     -   440,431.419   885,211.916   MT  0.99994584   -0 12 12.8
 HK0569;SPC CO S     - 1,444,982.08  2,904,232.76   sFT  0.99994584   -0 12 12.8
 HK0569;UTM  13      - 4,193,744.999   426,854.302   MT  0.99966590   -0 30 39.2
 HK0569
 HK0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0569!SPC CO S     -   0.99964129  x   0.99994584  =   0.99958715
 HK0569!UTM  13      -   0.99964129  x   0.99966590  =   0.99930731
 HK0569
 HK0569                          SUPERSEDED SURVEY CONTROL
 HK0569
 HK0569  NAD 83(1986)-  37 53 17.77609(N)    105 49 54.68067(W) AD(       ) 3
 HK0569  NGVD 29 (06/01/92) 2301.7    (m)         7551.     (f) VERT ANG       
 HK0569
 HK0569.Superseded values are not recommended for survey control.
 HK0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0569.See file dsdata.txt to determine how the superseded data were derived.
 HK0569
 HK0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB2685493745(NAD 83)
 HK0569_MARKER: DD = SURVEY DISK
 HK0569_SETTING: 0 = UNSPECIFIED SETTING
 HK0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0569
 HK0569  HISTORY     - Date     Condition        Report By
 HK0569  HISTORY     - 1936     MONUMENTED       USGS
 HK0569
 HK0569                          STATION DESCRIPTION
 HK0569
 HK0569'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 HK0569'STATION IS ABOUT 8.5 MI. SE. OF MOFFAT, COLORADO, AND LIES IN THE NW.
 HK0569'CORNER OF SEC. 13, T 42 N, R 10 E, ON THE S. END OF A SANDY RIDGE ON
 HK0569'LAND BELONGING TO A. P. CARTWRIGHT.
 HK0569'
 HK0569'STATION IS REACHED BY DRIVING S. FROM MOFFAT, COLORADO, ON HIGHWAY 17
 HK0569'FOR 6 MI., THENCE E. 2.4 MI., THENCE S. 2 MI., THENCE E. 1 MI. TO
 HK0569'GATE ON N-S. FENCE LINE, FROM WHICH STATION CAN BE SEEN, ABOUT 1000
 HK0569'FT. TO THE NE.
 HK0569'
 HK0569'STATION MARK--A STANDARD BRONZE TABLET IN THE TOP OF A 3 FT. CONCRETE
 HK0569'POST SET 2.7 FT. IN GROUND.  TABLET STAMPED---CARTWRIGHT 1936---.
 HK0569'
 HK0569'REFERENCE MARK NO. 1--A STANDARD BRONZE REFERENCE TABLET IN THE TOP
 HK0569'OF A 3 FT. CONCRETE POST SET 2.8 FT. IN GROUND, 51.57 FT. FROM
 HK0569'STATION MARK, S 11 DEG 18 MIN W.
 HK0569'
 HK0569'REFERENCE MARK NO. 2--A STANDARD BRONZE REFERENCE TABLET IN THE TOP
 HK0569'OF A 3 FT. CONCRETE POST SET 2.8 FT. IN GROUND, 61.70 FT. FROM
 HK0569'STATION MARK, N 24 DEG 24 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0652 ***********************************************************************
 LM0652  DESIGNATION -  CARY
 LM0652  PID         -  LM0652
 LM0652  STATE/COUNTY-  CO/ROUTT
 LM0652  USGS QUAD   -  ROCK SPRING GULCH (1971)
 LM0652
 LM0652                         *CURRENT SURVEY CONTROL
 LM0652  ___________________________________________________________________
 LM0652* NAD 83(1992)-  40 30 36.59394(N)    107 18 55.30122(W)     ADJUSTED  
 LM0652* NAVD 88     -      2108.0    (meters)    6916.     (feet)  VERTCON   
 LM0652  ___________________________________________________________________
 LM0652  LAPLACE CORR-           6.16  (seconds)                    DEFLEC99
 LM0652  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 LM0652
 LM0652  HORZ ORDER  -  SECOND
 LM0652
 LM0652.The horizontal coordinates were established by classical geodetic methods
 LM0652.and adjusted by the National Geodetic Survey in January 1993..
 LM0652
 LM0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0652
 LM0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0652
 LM0652.The geoid height was determined by GEOID03.
 LM0652
 LM0652;                    North         East     Units Scale Factor Converg.
 LM0652;SPC CO N     -   437,041.520   760,556.741   MT  0.99996707   -1 10 22.7
 LM0652;SPC CO N     - 1,433,860.39  2,495,259.91   sFT  0.99996707   -1 10 22.7
 LM0652;UTM  13      - 4,486,958.524   303,831.668   MT  1.00007370   -1 30 16.2
 LM0652
 LM0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0652!SPC CO N     -   0.99967162  x   0.99996707  =   0.99963870
 LM0652!UTM  13      -   0.99967162  x   1.00007370  =   0.99974530
 LM0652
 LM0652:                Primary Azimuth Mark                     Grid Az
 LM0652:SPC CO N     -  CARY AZ MK                               017 12 13.4
 LM0652:UTM  13      -  CARY AZ MK                               017 32 06.9
 LM0652
 LM0652|---------------------------------------------------------------------|
 LM0652| PID    Reference Object                     Distance      Geod. Az  |
 LM0652|                                                           dddmmss.s |
 LM0652| CP4649 CARY AZ MK                                         0160150.7 |
 LM0652| CP4650 CARY RM 1                            13.318 METERS 22135     |
 LM0652| CP4651 CARY RM 2                             5.680 METERS 31628     |
 LM0652|---------------------------------------------------------------------|
 LM0652
 LM0652                          SUPERSEDED SURVEY CONTROL
 LM0652
 LM0652  NAD 83(1986)-  40 30 36.59183(N)    107 18 55.29377(W) AD(       ) 2
 LM0652  NAD 27      -  40 30 36.69000(N)    107 18 53.07700(W) AD(       ) 2
 LM0652  NGVD 29 (07/19/86) 2106.8    (m)         6912.     (f) VERT ANG       
 LM0652
 LM0652.Superseded values are not recommended for survey control.
 LM0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0652.See file dsdata.txt to determine how the superseded data were derived.
 LM0652
 LM0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE0383286959(NAD 83)
 LM0652_MARKER: DS = TRIANGULATION STATION DISK
 LM0652_SETTING: 66 = SET IN ROCK OUTCROP
 LM0652
 LM0652  HISTORY     - Date     Condition        Report By
 LM0652  HISTORY     - 1937     MONUMENTED       CGS
 LM0652  HISTORY     - 1948     GOOD             CGS
 LM0652  HISTORY     - 1953     GOOD             FAS
 LM0652  HISTORY     - 1971     GOOD             USGS
 LM0652  HISTORY     - 1973     GOOD             NGS
 LM0652
 LM0652                          STATION DESCRIPTION
 LM0652
 LM0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LM0652'STATION IS ABOUT 3 MILES WNW OF HAYDEN, 2 MILES NE OF THE CARY
 LM0652'RANCH BUILDINGS AND CARY SIDING OF THE DENVER AND SALT LAKE
 LM0652'RAILROAD, ABOUT 1-1/2 MILES N OF U.S. HIGHWAY 40, ON A SUMMIT
 LM0652'OF ONE OF NUMEROUS SPUR RIDGES RUNNING S FROM THE MAIN, E-W
 LM0652'RIDGE, ABOUT 1 MILE S OF THE CREST OF THE MAIN RIDGE, ABOUT
 LM0652'1/8 MILE SE OF A PROMINENT, BROWNISH ROCK AT THE HEAD OF A
 LM0652'BROAD DRAW ON THE W SIDE OF THE RIDGE, ABOUT 150 YARDS S OF A
 LM0652'SHALLOW SADDLE LYING BETWEEN THE LOCAL SUMMIT AND A HIGHER
 LM0652'SUMMIT TO THE N, ABOUT DUE W OF THE SW FENCE CORNER OF AN L
 LM0652'SHAPED, CULTIVATED FIELD IN DRAW TO E, AT E EDGE OF THE
 LM0652'SUMMIT.
 LM0652'
 LM0652'STATION MARK, REFERENCE MARK NO. 1, AND AZIMUTH MARKS ARE
 LM0652'STANDARD BRONZE DISKS WEDGED IN DRILL HOLES IN OUTCROPPING
 LM0652'BEDROCK.
 LM0652'
 LM0652'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK WEDGED IN A
 LM0652'DRILL HOLE IN A BOULDER.
 LM0652'
 LM0652'REFERENCE MARK NO. 1 IS SW OF THE STATION, ALONG THE RIDGE LINE,
 LM0652'AT SW POINT OF THE LOCAL SUMMIT, ABOUT 2 FEET LOWER THAN THE
 LM0652'STATION.
 LM0652'
 LM0652'REFERENCE MARK NO. 2 IS NW BY W OF THE STATION, DOWN W SLOPE
 LM0652'OF SUMMIT, ABOUT 2 FEET LOWER THAN THE STATION.
 LM0652'
 LM0652'THE AZIMUTH MARK IS ABOUT 350 YARDS N BY E OF THE STATION,
 LM0652'ABOUT 130 YARDS NNW OF SHALLOW SADDLE TO N OF STATION, ABOUT
 LM0652'100 YARDS ENE OF THE PROMINENT, BROWNISH ROCK, IN TOP OF
 LM0652'SANDSTONE LEDGE ABOUT 15 FEET BELOW THE CREST OF THE HIGH SUMMIT
 LM0652'TO N OF THE SADDLE.
 LM0652'
 LM0652'TO REACH THE STATION FROM THE MAIN INTERSECTION AT CRAIG, GO
 LM0652'E ON U.S. HIGHWAY 40 FOR 12.6 MILES, OR 2.15 MILES PAST
 LM0652'RAILROAD CROSSING, AND TURN LEFT (N) ACROSS RAILROAD TRACKS AT
 LM0652'CARY SIDING, THENCE N THROUGH THE CARY RANCH FOR 0.35 MILE
 LM0652'AND TURN RIGHT ON OLD HIGHWAY ALONG N SIDE OF FENCE, THENCE E FOR
 LM0652'0.6 MILE AND TURN LEFT (N) ON DIM TRACKS JUST BEFORE REACHING
 LM0652'POINT WHERE THE OLD HIGHWAY MAKES A SHARP LEFT TURN AT FENCE
 LM0652'CORNER, THENCE N ALONG W SIDE OF WASH FOR 0.5 MILE, THEN BEAR
 LM0652'RIGHT AND GO N ON DIM TRAIL UP BROAD DRAW FOR 0.6 MILE, TURN
 LM0652'RIGHT AND GO E ACROSS COUNTRY AND UP SHOULDER OF RIDGE FOR
 LM0652'ABOUT 0.2 MILE TO END OF TRUCK TRAVEL AT BASE OF ROCK
 LM0652'OUTCROP.  (NOT PROMINENT).  STATION IS ABOUT 50 YARDS NE, ON
 LM0652'LOCAL SUMMIT.
 LM0652'
 LM0652'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 LM0652
 LM0652                          STATION RECOVERY (1948)
 LM0652
 LM0652'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CFO)
 LM0652'STATION VISITED AND FOUND AS PREVIOUSLY DESCRIBED AND ALL MARKS
 LM0652'IN GOOD CONDITION, EXCEPT THE AZIMUTH MARK IT WAS NOT RECOVERED,
 LM0652'OR SEARCHED FOR.  ORIGINAL DESCRIPTION TO REACH ARE ADEQUATE.
 LM0652
 LM0652                          STATION RECOVERY (1953)
 LM0652
 LM0652'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1953
 LM0652'STATION AND REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.
 LM0652'REFERENCE MARK 2 NOT RECOVERED BECAUSE OF SNOW.  PUBLISHED
 LM0652'DESCRIPTION IS ADEQUATE EXCEPT THAT FENCE TO EAST HAS BEEN
 LM0652'REMOVED.
 LM0652
 LM0652                          STATION RECOVERY (1971)
 LM0652
 LM0652'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (DAW)
 LM0652'PROCEED 12.5 MILES EAST ON U.S. HIGHWAY 40 FROM INTERSECTION
 LM0652'OF YAMPA AVE. AND VICTORY WAY AT CRAIG, (4.6 MILES WEST FROM
 LM0652'MAIN INT. AT HAYDEN), TO A ROAD LEADING NORTH UP CARY GULCH,
 LM0652'THENCE 0.5 MILE NORTH ALONG THIS ROAD TO A Y-FORK, TAKING
 LM0652'THE RIGHT FORK 0.7 MILE TO ANOTHER Y-FORK, AGAIN TAKING THE
 LM0652'RIGHT FORK 0.3 MILE TO A PT. WHERE THE ROAD TURNS NORTH ALONG
 LM0652'THE WEST SIDE OF A DRAIN, 0.6 MILE NORTH PAST HEAD OF DRAIN,
 LM0652'THEN TURNING EAST THROUGH CULTIVATED FIELD TO TOP OF RIDGE AND
 LM0652'CONT. 0.2 MILE NE ALONG RIDGE TO END OF TRUCK TRAVEL, STATION
 LM0652'AT LOCAL SUMMIT 50 YDS NE, 32 FT. SW FROM A FENCE COR. AT
 LM0652'RIDGE TOP.
 LM0652
 LM0652                          STATION RECOVERY (1973)
 LM0652
 LM0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (EP)
 LM0652'STATION AND R.M. 1 AND AZIMUTH MARK RECOVERED IN GOOD CONDITION,
 LM0652'R.M. 2 WAS APPARENTLY COVERED WITH DIRT AND WAS NOT SEARCHED FOR.,
 LM0652'A NEW TO REACH FOLLOWS.  FROM THE POST OFFICE IN HAYDEN GO
 LM0652'W. ON U.S. 40 FOR 4.5 MILES TO A DIRT ROAD N., TURN RIGHT AND
 LM0652'CROSS RR TRACKS AND THRU A BARN BUILDING COMPLEX FOR 0.35 MILE
 LM0652'TO A ROAD FORK, TAKE RIGHT FORK AND GO ALONG S. SIDE OF
 LM0652'CULTIVATED FIELD FOR 0.15 MILE TO A WIRE GATE, PASS THRU GATE AND
 LM0652'GO UP HILL FOR 0.1 MILE TO A ROAD FORK, TAKE RIGHT FORK AND
 LM0652'GO 0.2 MILE TO A ROAD FORK, TAKE LEFT UP HILL FOR 0.2 MILE
 LM0652'TO A ROAD FORK, TAKE RIGHT FORK AND GO DOWN HILL FOR 0.3
 LM0652'MILE ALONG THE SOUTH SIDE OF A CULTIVATED FIELD AND FENCE,
 LM0652'TO A WIRE GATE, TURN LEFT THRU GATE AND TRAVEL ALONG THE W.
 LM0652'SIDE OF A DITCH FOR 0.3 MILE TO A ROAD CROSSING ON THE NORTH
 LM0652'END OF THE DITCH, TURN RIGHT AND GO UP HILL THRU FIELD FOR
 LM0652'0.6 MILE TO THE EAST END OF THE FIELD, BEAR LEFT UP HILL ON
 LM0652'TRACK ROAD FOR 0.2 MILE AND STATION ON THE RIGHT.
 LM0652'
 LM0652'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NW
 LM0652'OF HAYDEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0668 ***********************************************************************
 JL0668  DESIGNATION -  CAS 106
 JL0668  PID         -  JL0668
 JL0668  STATE/COUNTY-  CO/CHAFFEE
 JL0668  USGS QUAD   -  PONCHA PASS (1994)
 JL0668
 JL0668                         *CURRENT SURVEY CONTROL
 JL0668  ___________________________________________________________________
 JL0668* NAD 83(1992)-  38 28 21.76047(N)    106 06 19.03558(W)     ADJUSTED  
 JL0668* NAVD 88     -      2936.1    (meters)    9633.     (feet)  VERTCON   
 JL0668  ___________________________________________________________________
 JL0668  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 JL0668  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 JL0668
 JL0668  HORZ ORDER  -  THIRD
 JL0668
 JL0668.The horizontal coordinates were established by classical geodetic methods
 JL0668.and adjusted by the National Geodetic Survey in January 1993..
 JL0668
 JL0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0668
 JL0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0668
 JL0668.The geoid height was determined by GEOID03.
 JL0668
 JL0668;                    North         East     Units Scale Factor Converg.
 JL0668;SPC CO C     -   375,952.570   861,581.619   MT  0.99999561   -0 22 54.3
 JL0668;SPC CO C     - 1,233,437.72  2,826,705.70   sFT  0.99999561   -0 22 54.3
 JL0668;SPC CO S     -   505,421.111   861,580.974   MT  1.00000742   -0 22 16.6
 JL0668;SPC CO S     - 1,658,202.43  2,826,703.58   sFT  1.00000742   -0 22 16.6
 JL0668;UTM  13      - 4,258,844.051   403,583.549   MT  0.99971448   -0 41 15.7
 JL0668
 JL0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0668!SPC CO C     -   0.99954180  x   0.99999561  =   0.99953741
 JL0668!SPC CO S     -   0.99954180  x   1.00000742  =   0.99954921
 JL0668!UTM  13      -   0.99954180  x   0.99971448  =   0.99925641
 JL0668
 JL0668:                Primary Azimuth Mark                     Grid Az
 JL0668:SPC CO C     -  FREMONT                                  109 49 00.5
 JL0668:SPC CO S     -  FREMONT                                  109 48 22.8
 JL0668:UTM  13      -  FREMONT                                  110 07 21.9
 JL0668
 JL0668|---------------------------------------------------------------------|
 JL0668| PID    Reference Object                     Distance      Geod. Az  |
 JL0668|                                                           dddmmss.s |
 JL0668| JL0667 FREMONT                             APPROX. 8.7 KM 1092606.2 |
 JL0668|---------------------------------------------------------------------|
 JL0668
 JL0668                          SUPERSEDED SURVEY CONTROL
 JL0668
 JL0668  NAD 83(1986)-  38 28 21.75277(N)    106 06 19.04290(W) AD(       ) 3
 JL0668  NAD 27      -  38 28 21.75695(N)    106 06 16.97495(W) AD(       ) 3
 JL0668  NGVD 29 (07/19/86) 2934.5    (m)         9628.     (f) VERT ANG       
 JL0668
 JL0668.Superseded values are not recommended for survey control.
 JL0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0668.See file dsdata.txt to determine how the superseded data were derived.
 JL0668
 JL0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC0358458844(NAD 83)
 JL0668
 JL0668  HISTORY     - Date     Condition        Report By
 JL0668  HISTORY     - 1939     MONUMENTED       USFS
 JL0668  HISTORY     - 1957     GOOD             USGS
 JL0668
 JL0668                          STATION DESCRIPTION
 JL0668
 JL0668'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 JL0668'STATION IS LOCATED ON A BARE GRASSY TOP, WHICH IS THE WESTERN SUMMIT
 JL0668'OF CLEVELAND MTN., AND OVERLOOKS  PONCHA CREEK TO THE S.  LOCATED IN
 JL0668'SEC. 29, T 49 N, R 8 E.  STATION REACHED BY HELICOPTER.
 JL0668'
 JL0668'STATION MARK--STANDARD U.S. FOREST SERVICE TABLET, SET IN BOULDER
 JL0668'PROJECTING 0.8 FT. ABOVE GROUND, STAMPED ---CAS-106 1939---.  MARK
 JL0668'IS SAME ELEVATION AS TOP, BEING SET SLIGHTLY ON THE N. SLOPE OF
 JL0668'SUMMIT.
 JL0668'
 JL0668'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0248 ***********************************************************************
 KM0248  DESIGNATION -  CASE
 KM0248  PID         -  KM0248
 KM0248  STATE/COUNTY-  CO/RIO BLANCO
 KM0248  USGS QUAD   -  GREASEWOOD GULCH (1952)
 KM0248
 KM0248                         *CURRENT SURVEY CONTROL
 KM0248  ___________________________________________________________________
 KM0248* NAD 83(1992)-  39 52 56.94333(N)    108 14 49.76155(W)     ADJUSTED  
 KM0248* NAVD 88     -      2208.9    (meters)    7247.     (feet)  VERTCON   
 KM0248  ___________________________________________________________________
 KM0248  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 KM0248  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 KM0248
 KM0248  HORZ ORDER  -  THIRD
 KM0248
 KM0248.The horizontal coordinates were established by classical geodetic methods
 KM0248.and adjusted by the National Geodetic Survey in January 1993..
 KM0248
 KM0248.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0248
 KM0248.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0248
 KM0248.The geoid height was determined by GEOID03.
 KM0248
 KM0248;                    North         East     Units Scale Factor Converg.
 KM0248;SPC CO N     -   369,412.322   679,452.837   MT  0.99997738   -1 46 30.1
 KM0248;SPC CO N     - 1,211,980.26  2,229,171.52   sFT  0.99997738   -1 46 30.1
 KM0248;UTM  12      - 4,418,341.888   735,400.534   MT  1.00028225   +1 45 57.5
 KM0248
 KM0248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0248!SPC CO N     -   0.99965616  x   0.99997738  =   0.99963354
 KM0248!UTM  12      -   0.99965616  x   1.00028225  =   0.99993831
 KM0248
 KM0248:                Primary Azimuth Mark                     Grid Az
 KM0248:SPC CO N     -  MR 12                                    335 38 39.9
 KM0248:UTM  12      -  MR 12                                    332 06 12.3
 KM0248
 KM0248|---------------------------------------------------------------------|
 KM0248| PID    Reference Object                     Distance      Geod. Az  |
 KM0248|                                                           dddmmss.s |
 KM0248| KM0268 MR 12                               APPROX.11.5 KM 3335209.8 |
 KM0248|---------------------------------------------------------------------|
 KM0248
 KM0248                          SUPERSEDED SURVEY CONTROL
 KM0248
 KM0248  NAD 83(1986)-  39 52 56.93758(N)    108 14 49.75543(W) AD(       ) 3
 KM0248  NAD 27      -  39 52 57.03156(N)    108 14 47.45008(W) AD(       ) 3
 KM0248  NGVD 29 (07/19/86) 2207.6    (m)         7243.     (f) VERT ANG       
 KM0248
 KM0248.Superseded values are not recommended for survey control.
 KM0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0248.See file dsdata.txt to determine how the superseded data were derived.
 KM0248
 KM0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYK3540118342(NAD 83)
 KM0248_MARKER: DD = SURVEY DISK
 KM0248_SETTING: 66 = SET IN ROCK OUTCROP
 KM0248_SP_SET: SET IN ROCK OUTCROP
 KM0248_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0248+STABILITY: POSITION/ELEVATION WELL
 KM0248
 KM0248  HISTORY     - Date     Condition        Report By
 KM0248  HISTORY     - 1950     MONUMENTED       USGS
 KM0248
 KM0248                          STATION DESCRIPTION
 KM0248
 KM0248'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KM0248'STATION LOCATED ABOUT 10.5 MI. N. AND 17.75 MI. W. OF RIO BLANCO,
 KM0248'COLORADO, IN NE. 1/4 SEC. 14, T 2 S, R 97 W.
 KM0248'
 KM0248'TO REACH FROM RIO BLANCO P.O., PROCEED W. ON STATE HIGHWAY 326 23.5
 KM0248'MI. TO T-RD N.  THENCE N. AND E. FOR 3.0 MI. TO CENTER OF LARGE
 KM0248'CLEARING.  WALK S. TO TOP OF HILL ABOUT 0.25 MI. TO STATION.  STATION
 KM0248'LIES ON S. END OF TOP.
 KM0248'
 KM0248'STATION MARK--STANDARD TABLET, STAMPED ---R-CASE 1950 VABM 7243---,
 KM0248'SET IN ROCK 1 IN. ABOVE THE SURFACE.
 KM0248'
 KM0248'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0431 ***********************************************************************
 JM0431  DESIGNATION -  CASHIN
 JM0431  PID         -  JM0431
 JM0431  STATE/COUNTY-  CO/MONTROSE
 JM0431  USGS QUAD   -  PARADOX (1994)
 JM0431
 JM0431                         *CURRENT SURVEY CONTROL
 JM0431  ___________________________________________________________________
 JM0431* NAD 83(1992)-  38 17 49.87860(N)    108 59 22.42366(W)     ADJUSTED  
 JM0431* NAVD 88     -      2203.5    (meters)    7229.     (feet)  VERTCON   
 JM0431  ___________________________________________________________________
 JM0431  LAPLACE CORR-          -5.48  (seconds)                    DEFLEC99
 JM0431  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 JM0431
 JM0431  HORZ ORDER  -  THIRD
 JM0431
 JM0431.The horizontal coordinates were established by classical geodetic methods
 JM0431.and adjusted by the National Geodetic Survey in November 1997..
 JM0431
 JM0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0431
 JM0431.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0431
 JM0431.The geoid height was determined by GEOID03.
 JM0431
 JM0431;                    North         East     Units Scale Factor Converg.
 JM0431;SPC CO S     -   491,467.436   609,223.737   MT  0.99997798   -2 08 25.5
 JM0431;SPC CO S     - 1,612,422.75  1,998,761.54   sFT  0.99997798   -2 08 25.5
 JM0431;UTM  12      - 4,240,701.498   675,804.821   MT  0.99998065   +1 14 46.6
 JM0431
 JM0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0431!SPC CO S     -   0.99965729  x   0.99997798  =   0.99963527
 JM0431!UTM  12      -   0.99965729  x   0.99998065  =   0.99963794
 JM0431
 JM0431:                Primary Azimuth Mark                     Grid Az
 JM0431:SPC CO S     -  PARADOX ABANDONDED                       349 03 22.8
 JM0431:UTM  12      -  PARADOX ABANDONDED                       345 40 10.7
 JM0431
 JM0431|---------------------------------------------------------------------|
 JM0431| PID    Reference Object                     Distance      Geod. Az  |
 JM0431|                                                           dddmmss.s |
 JM0431| JM0495 PARADOX ABANDONDED                  APPROX. 7.3 KM 3465457.3 |
 JM0431|---------------------------------------------------------------------|
 JM0431
 JM0431                          SUPERSEDED SURVEY CONTROL
 JM0431
 JM0431  NAD 83(1992)-  38 17 49.87336(N)    108 59 22.42660(W) AD(       ) 3
 JM0431  NAD 83(1986)-  38 17 49.87119(N)    108 59 22.42234(W) AD(       ) 3
 JM0431  NAD 27      -  38 17 49.90647(N)    108 59 20.03924(W) AD(       ) 3
 JM0431  NGVD 29 (07/19/86) 2202.4    (m)         7226.     (f) VERT ANG       
 JM0431
 JM0431.Superseded values are not recommended for survey control.
 JM0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0431.See file dsdata.txt to determine how the superseded data were derived.
 JM0431
 JM0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH7580540701(NAD 83)
 JM0431_MARKER: DD = SURVEY DISK
 JM0431_SETTING: 66 = SET IN ROCK OUTCROP
 JM0431_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 JM0431_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0431+STABILITY: POSITION/ELEVATION WELL
 JM0431
 JM0431  HISTORY     - Date     Condition        Report By
 JM0431  HISTORY     - 1947     MONUMENTED       USGS
 JM0431
 JM0431                          STATION DESCRIPTION
 JM0431
 JM0431'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JM0431'STATION IS LOCATED ON THE EASTERNMOST TIP OF WRAY MESA, IN THE
 JM0431'APPROXIMATE CENTER OF SEC. 29, T 47 N, R 19 W, ABOUT 4.5 MI.
 JM0431'(AIRLINE) SW. OF PARADOX, COLORADO.
 JM0431'
 JM0431'TO REACH STATION FROM PARADOX, COLORADO, FOLLOW COLORADO STATE HIGHWAY
 JM0431'90 W. 8.8 MI. TO UTAH STATE LINE AND JUNCTION WITH UTAH STATE HIGHWAY
 JM0431'146, CONTINUE W. ON THIS HIGHWAY 4.5 MI. TO GATE IN FENCE ON LEFT (S.)
 JM0431'AND TRACK RD. LEADING OFF HIGHWAY IN SOUTHERLY DIRECTION, FOLLOW THIS
 JM0431'RD. TO TOP OF WRAY MESA AND CONTINUE ALONG MOST TRAVELED RD. ON TOP OF
 JM0431'MESA 7.0 MI. TO METAL STORAGE TANK FOR GRAIN AND END OF TRUCK TRAVEL.
 JM0431'FROM THIS POINT STATION IS A 3 MI. PACK FOLLOWING HIGHEST PART OF LONG
 JM0431'TIP OF WRAY MESA NE. TO THE MOST EASTERN RIM AND STATION.
 JM0431'
 JM0431'STATION MARK--STANDARD TABLET, STAMPED ---CASHIN 1947---, AND SET IN
 JM0431'DRILL HOLE IN OUTCROPPING BEDROCK.
 JM0431'
 JM0431'REFERENCE MARK NO. 1--CHISELED ARROW, IN OUTCROPPING BEDROCK, 51.4
 JM0431'FT. FROM STATION, N 12 DEG 35 MIN W.
 JM0431'
 JM0431'REFERENCE MARK NO. 2--CHISELED ARROW, IN OUTCROPPING BEDROCK, 89.4
 JM0431'FT. FROM STATION, S 76 DEG 15 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8177 ***********************************************************************
 AH8177  DESIGNATION -  CASSELBERRY
 AH8177  PID         -  AH8177
 AH8177  STATE/COUNTY-  CO/SAN MIGUEL
 AH8177  USGS QUAD   -  LITTLE CONE (1953)
 AH8177
 AH8177                         *CURRENT SURVEY CONTROL
 AH8177  ___________________________________________________________________
 AH8177* NAD 83(1992)-  37 59 35.92612(N)    108 00 31.56740(W)     ADJUSTED  
 AH8177* NAVD 88     -      2298.8    (meters)    7542.     (feet)  GPS OBS   
 AH8177  ___________________________________________________________________
 AH8177  X           -  -1,556,535.981 (meters)                     COMP
 AH8177  Y           -  -4,788,031.696 (meters)                     COMP
 AH8177  Z           -   3,906,263.927 (meters)                     COMP
 AH8177  LAPLACE CORR-           9.72  (seconds)                    DEFLEC99
 AH8177  ELLIP HEIGHT-        2282.26  (meters)          (12/03/02) GPS OBS
 AH8177  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 AH8177
 AH8177  HORZ ORDER  -  FIRST
 AH8177  ELLP ORDER  -  FOURTH    CLASS II
 AH8177
 AH8177.The horizontal coordinates were established by GPS observations
 AH8177.and adjusted by the National Geodetic Survey in March 1999..
 AH8177
 AH8177.The orthometric height was determined by GPS observations and a
 AH8177.high-resolution geoid model.
 AH8177
 AH8177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8177
 AH8177.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8177
 AH8177.The ellipsoidal height was determined by GPS observations
 AH8177.and is referenced to NAD 83.
 AH8177
 AH8177.The geoid height was determined by GEOID03.
 AH8177
 AH8177;                    North         East     Units Scale Factor Converg.
 AH8177;SPC CO S     -   454,996.772   694,068.166   MT  0.99994924   -1 32 19.8
 AH8177;SPC CO S     - 1,492,768.58  2,277,121.97   sFT  0.99994924   -1 32 19.8
 AH8177;UTM  12      - 4,209,296.018   762,675.125   MT  1.00044989   +1 50 32.5
 AH8177;UTM  13      - 4,209,345.712   235,784.479   MT  1.00045989   -1 51 11.4
 AH8177
 AH8177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8177!SPC CO S     -   0.99964201  x   0.99994924  =   0.99959127
 AH8177!UTM  12      -   0.99964201  x   1.00044989  =   1.00009174
 AH8177!UTM  13      -   0.99964201  x   1.00045989  =   1.00010173
 AH8177
 AH8177                          SUPERSEDED SURVEY CONTROL
 AH8177
 AH8177  ELLIP H (03/16/99) 2282.26   (m)                       GP(       ) 4 1
 AH8177
 AH8177.Superseded values are not recommended for survey control.
 AH8177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8177.See file dsdata.txt to determine how the superseded data were derived.
 AH8177
 AH8177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH6267509296(NAD 83)
 AH8177_MARKER: DH = HORIZONTAL CONTROL DISK
 AH8177_SETTING: 80 = SET IN A BOULDER
 AH8177_STAMPING: CASSELBERRY 1997
 AH8177_MARK LOGO: NGS   
 AH8177_PROJECTION: FLUSH
 AH8177_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8177+STABILITY: SURFACE MOTION
 AH8177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8177+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH8177
 AH8177  HISTORY     - Date     Condition        Report By
 AH8177  HISTORY     - 1997     MONUMENTED       NGS
 AH8177
 AH8177                          STATION DESCRIPTION
 AH8177
 AH8177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AH8177'THE STATION IS LOCATED ABOUT 10 MI (16.1 KM) WEST OF TELLURIDE, 3 MI
 AH8177'(4.8 KM) SOUTHEAST OF PLACERVILLE AND 0.75 MI (1.21 KM) EAST OF THE
 AH8177'FALL CREEK ROAD, AT STATE HIGHWAY 145 MILEPOST 81.5.  OWNERSHIP-- TO
 AH8177'REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 145 AND STATE
 AH8177'HIGHWAY 62 IN THE TOWN OF PLACERVILLE, GO SOUTHEAST ON STATE HIGHWAY
 AH8177'145 FOR 2.95 MI (4.75 KM) TO THE FALL CREEK ROAD.  CONTINUE AHEAD,
 AH8177'EAST, ON STATE HIGHWAY 145 FOR 0.75 MI (1.21 KM) TO THE STATION ON THE
 AH8177'RIGHT THE MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE TOP OF A
 AH8177'LARGE RED SANDSTONE BOULDER MEASURING 4.5 M (14.8 FT) BY 3.5 M (11.5
 AH8177'FT) IN SIZE, ABOUT 1.3 M (4.3 FT) ABOVE THE GROUND.  IT IS 50.0 M
 AH8177'(164.0 FT) EAST FROM THE INTERSECTION OF A DIRT ROAD GOING SOUTHEAST
 AH8177'AND THE STATE HIGHWAY, 19.5 M (64.0 FT) SOUTH FROM THE CENTER LINE OF
 AH8177'STATE HIGHWAY 145, 14.0 M (45.9 FT) NORTH FROM THE CENTER OF A DIRT
 AH8177'ROAD, 3.0 M (9.8 FT) SOUTHWEST FROM A GAS LINE SHUT OFF VALVE AND 2.2
 AH8177'M (7.2 FT) SOUTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0667 ***********************************************************************
 LM0667  DESIGNATION -  CASSIDY
 LM0667  PID         -  LM0667
 LM0667  STATE/COUNTY-  CO/RIO BLANCO
 LM0667  USGS QUAD   -  MEEKER (1966)
 LM0667
 LM0667                         *CURRENT SURVEY CONTROL
 LM0667  ___________________________________________________________________
 LM0667* NAD 83(1992)-  40 00 16.50815(N)    107 59 06.73434(W)     ADJUSTED  
 LM0667* NAVD 88     -      1916.7    (meters)    6288.     (feet)  VERTCON   
 LM0667  ___________________________________________________________________
 LM0667  LAPLACE CORR-           8.79  (seconds)                    DEFLEC99
 LM0667  GEOID HEIGHT-         -15.85  (meters)                     GEOID03
 LM0667
 LM0667  HORZ ORDER  -  THIRD
 LM0667
 LM0667.The horizontal coordinates were established by classical geodetic methods
 LM0667.and adjusted by the National Geodetic Survey in January 1993..
 LM0667
 LM0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0667
 LM0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0667
 LM0667.The geoid height was determined by GEOID03.
 LM0667
 LM0667;                    North         East     Units Scale Factor Converg.
 LM0667;SPC CO N     -   382,302.978   702,229.860   MT  0.99996602   -1 36 20.8
 LM0667;SPC CO N     - 1,254,272.35  2,303,899.13   sFT  0.99996602   -1 36 20.8
 LM0667;UTM  13      - 4,432,535.683   245,180.703   MT  1.00039944   -1 55 12.2
 LM0667;UTM  12      - 4,432,620.799   757,345.702   MT  1.00041537   +1 56 20.8
 LM0667
 LM0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0667!SPC CO N     -   0.99970188  x   0.99996602  =   0.99966791
 LM0667!UTM  13      -   0.99970188  x   1.00039944  =   1.00010121
 LM0667!UTM  12      -   0.99970188  x   1.00041537  =   1.00011713
 LM0667
 LM0667:                Primary Azimuth Mark                     Grid Az
 LM0667:SPC CO N     -  SUNNY                                    119 14 05.0
 LM0667:UTM  13      -  SUNNY                                    119 32 56.4
 LM0667:UTM  12      -  SUNNY                                    115 41 23.4
 LM0667
 LM0667|---------------------------------------------------------------------|
 LM0667| PID    Reference Object                     Distance      Geod. Az  |
 LM0667|                                                           dddmmss.s |
 LM0667| KL0758 SUNNY                               APPROX. 3.4 KM 1173744.2 |
 LM0667|---------------------------------------------------------------------|
 LM0667
 LM0667                          SUPERSEDED SURVEY CONTROL
 LM0667
 LM0667  NAD 83(1986)-  40 00 16.50200(N)    107 59 06.72733(W) AD(       ) 3
 LM0667  NAD 27      -  40 00 16.59955(N)    107 59 04.45117(W) AD(       ) 3
 LM0667  NGVD 29 (07/19/86) 1915.4    (m)         6284.     (f) VERT ANG       
 LM0667
 LM0667.Superseded values are not recommended for survey control.
 LM0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0667.See file dsdata.txt to determine how the superseded data were derived.
 LM0667
 LM0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE4518132536(NAD 83)
 LM0667_MARKER: DD = SURVEY DISK
 LM0667_SETTING: 66 = SET IN ROCK OUTCROP
 LM0667_SP_SET: SET IN BEDROCK
 LM0667_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LM0667+STABILITY: POSITION/ELEVATION WELL
 LM0667
 LM0667  HISTORY     - Date     Condition        Report By
 LM0667  HISTORY     - 1950     MONUMENTED       USGS
 LM0667
 LM0667                          STATION DESCRIPTION
 LM0667
 LM0667'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 LM0667'TO REACH FROM MEEKER POST OFFICE, GO W. ON STATE HIGHWAY 12 3.5 MI.
 LM0667'TO RD. ON RIGHT, TURN RIGHT (W.) GO 0.1 MI. TO BRIDGE, CONTINUE 0.6
 LM0667'MI. TO RD. ON LEFT THROUGH CATTLEGUARD, TURN LEFT (SW.) GO 0.7 MI.
 LM0667'TO RD. FORK IN SADDLE, TAKE LEFT FORK S. THROUGH GATE GO 0.1 MI. TO
 LM0667'STATION 20 FT. RIGHT OF CENTERLINE OF RD. AND 40 FT. N. OF RD. FORK.
 LM0667'
 LM0667'STATION MARK--STANDARD TABLET, CEMENTED IN NATURALLY EMBEDDED ROCK,
 LM0667'STAMPED ---R CASSIDY 1950---.
 LM0667'
 LM0667'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3403 ***********************************************************************
 AA3403  DESIGNATION -  CASTELLANO
 AA3403  PID         -  AA3403
 AA3403  STATE/COUNTY-  CO/DOUGLAS
 AA3403  USGS QUAD   -  DAWSON BUTTE (1994)
 AA3403
 AA3403                         *CURRENT SURVEY CONTROL
 AA3403  ___________________________________________________________________
 AA3403* NAD 83(1992)-  39 20 51.71604(N)    104 58 02.23628(W)     ADJUSTED  
 AA3403* NAVD 88     -      1855.6    (meters)    6088.     (feet)  GPS OBS   
 AA3403  ___________________________________________________________________
 AA3403  X           -  -1,275,936.181 (meters)                     COMP
 AA3403  Y           -  -4,772,756.717 (meters)                     COMP
 AA3403  Z           -   4,023,408.004 (meters)                     COMP
 AA3403  LAPLACE CORR-         -10.91  (seconds)                    DEFLEC99
 AA3403  ELLIP HEIGHT-        1839.32  (meters)          (12/03/02) GPS OBS
 AA3403  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 AA3403
 AA3403  HORZ ORDER  -  FIRST
 AA3403  ELLP ORDER  -  FOURTH    CLASS II
 AA3403
 AA3403.The horizontal coordinates were established by GPS observations
 AA3403.and adjusted by the National Geodetic Survey in December 1994..
 AA3403
 AA3403.The orthometric height was determined by GPS observations and a
 AA3403.high-resolution geoid model.
 AA3403
 AA3403.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3403
 AA3403.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3403
 AA3403.The ellipsoidal height was determined by GPS observations
 AA3403.and is referenced to NAD 83.
 AA3403
 AA3403.The geoid height was determined by GEOID03.
 AA3403
 AA3403;                    North         East     Units Scale Factor Converg.
 AA3403;SPC CO C     -   473,042.161   960,319.278   MT  0.99994515   +0 20 09.5
 AA3403;SPC CO C     - 1,551,972.49  3,150,647.50   sFT  0.99994515   +0 20 09.5
 AA3403;UTM  13      - 4,355,362.768   502,818.686   MT  0.99960010   +0 01 14.7
 AA3403
 AA3403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3403!SPC CO C     -   0.99971151  x   0.99994515  =   0.99965668
 AA3403!UTM  13      -   0.99971151  x   0.99960010  =   0.99931173
 AA3403
 AA3403                          SUPERSEDED SURVEY CONTROL
 AA3403
 AA3403  ELLIP H (12/14/94) 1839.36   (m)                       GP(       ) 3 1
 AA3403
 AA3403.Superseded values are not recommended for survey control.
 AA3403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3403.See file dsdata.txt to determine how the superseded data were derived.
 AA3403
 AA3403_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED0281955363(NAD 83)
 AA3403_MARKER: DD = SURVEY DISK
 AA3403_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA3403_STAMPING: CASTELLANO
 AA3403_MARK LOGO: DCGIS 
 AA3403_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA3403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3403+STABILITY: SURFACE MOTION
 AA3403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3403+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3403
 AA3403  HISTORY     - Date     Condition        Report By
 AA3403  HISTORY     - 1993     MONUMENTED       MSAM
 AA3403
 AA3403                          STATION DESCRIPTION
 AA3403
 AA3403'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1993 (KCH)
 AA3403'THE STATION IS LOCATED ABOUT 6 MILES (9.7 KM) SOUTHWEST OF CASTLE
 AA3403'ROCK, COLO, ON THE NORTH SIDE OF JACKSON CREEK ROAD, IN SECTION 14,
 AA3403'TOWNSHIP 8 SOUTH, RANGE 68 WEST OF THE 6TH P.M., OWNERSHIP-- DOUGLAS
 AA3403'COUNTY. TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 85
 AA3403'(SANTA FE DRIVE) AND STATE HIGHWAY 67 IN SEDALIA, COLORADO, GO
 AA3403'SOUTHWEST ON STATE HIGHWAY 67 FOR 0.55 MILES (0.89 KM) TO STATE
 AA3403'HIGHWAY 105 ON THE SOUTH , GO SOUTH ON STATE HIGHWAY 105 FOR 6.2 MILES
 AA3403'(10.0 KM) TO JACKSON CREEK ROAD ON THE WEST (RIGHT), GO WEST ON
 AA3403'JACKSON CREEK ROAD ABOUT 200 FEET, (61.0 M) TO THE STATION ON THE
 AA3403'NORTH SIDE (RIGHT) SIDE OF THE ROAD. THE STATION IS A BRASS DISK SET
 AA3403'IN CONCRETE FLUSH WITH THE GROUND, MARKED WITH A DOUGLAS COUNTY
 AA3403'FIBERGLASS WITNESS POST, IT IS 72.9 FEET (22.2 M) WEST OF A BRASS
 AA3403'SHINNER 22568 IN THE CORNER POST OF THE ROW FENCE AT THE NORTHWEST
 AA3403'CORNER OF THE INTERSECTION OF SH 105 AND PERRY PARK RD. AND JACKSON
 AA3403'CREEK RD, 144.5 EAST OF A BRASS SHINNER 22568 ON A FENCE POST IN THE
 AA3403'NORTH ROW FENCE OF JACKSON CREEK RD., AND 100.6 FEET (30.7 M)
 AA3403'NORTHWEST OF A BRASS SHINNER ON A POWER POLE ON THE SOUTH SIDE OF
 AA3403'JACKSON CREEK RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0721 ***********************************************************************
 KL0721  DESIGNATION -  CASTLE
 KL0721  PID         -  KL0721
 KL0721  STATE/COUNTY-  CO/GARFIELD
 KL0721  USGS QUAD   -  NEW CASTLE (1987)
 KL0721
 KL0721                         *CURRENT SURVEY CONTROL
 KL0721  ___________________________________________________________________
 KL0721* NAD 83(1992)-  39 31 38.92819(N)    107 30 50.54459(W)     ADJUSTED  
 KL0721* NAVD 88     -      2159.9    (meters)    7086.     (feet)  VERTCON   
 KL0721  ___________________________________________________________________
 KL0721  LAPLACE CORR-           8.75  (seconds)                    DEFLEC99
 KL0721  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 KL0721
 KL0721  HORZ ORDER  -  SECOND
 KL0721
 KL0721.The horizontal coordinates were established by classical geodetic methods
 KL0721.and adjusted by the National Geodetic Survey in January 1993..
 KL0721
 KL0721.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0721
 KL0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0721
 KL0721.The geoid height was determined by GEOID03.
 KL0721
 KL0721;                    North         East     Units Scale Factor Converg.
 KL0721;SPC CO C     -   494,785.980   741,256.081   MT  0.99996355   -1 16 12.8
 KL0721;SPC CO C     - 1,623,310.34  2,431,937.66   sFT  0.99996355   -1 16 12.8
 KL0721;UTM  13      - 4,378,332.530   283,917.137   MT  1.00017490   -1 36 02.4
 KL0721
 KL0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0721!SPC CO C     -   0.99966365  x   0.99996355  =   0.99962721
 KL0721!UTM  13      -   0.99966365  x   1.00017490  =   0.99983849
 KL0721
 KL0721:                Primary Azimuth Mark                     Grid Az
 KL0721:SPC CO C     -  CASTLE AZ MK                             052 08 27.7
 KL0721:UTM  13      -  CASTLE AZ MK                             052 28 17.3
 KL0721
 KL0721|---------------------------------------------------------------------|
 KL0721| PID    Reference Object                     Distance      Geod. Az  |
 KL0721|                                                           dddmmss.s |
 KL0721| CM6210 CASTLE AZ MK                                       0505214.9 |
 KL0721| CM6211 CASTLE RM 1                           7.180 METERS 05247     |
 KL0721| CM6212 CASTLE RM 2                          10.013 METERS 14535     |
 KL0721|---------------------------------------------------------------------|
 KL0721
 KL0721                          SUPERSEDED SURVEY CONTROL
 KL0721
 KL0721  NAD 83(1986)-  39 31 38.92333(N)    107 30 50.54330(W) AD(       ) 2
 KL0721  NAD 27      -  39 31 38.99300(N)    107 30 48.35200(W) AD(       ) 2
 KL0721  NGVD 29 (11/04/91) 2158.6    (m)         7082.     (f) VERT ANG       
 KL0721
 KL0721.Superseded values are not recommended for survey control.
 KL0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0721.See file dsdata.txt to determine how the superseded data were derived.
 KL0721
 KL0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD8391778333(NAD 83)
 KL0721_MARKER: DS = TRIANGULATION STATION DISK
 KL0721_SETTING: 66 = SET IN ROCK OUTCROP
 KL0721_SP_SET: SET IN ROCK OUTCROP
 KL0721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0721+STABILITY: POSITION/ELEVATION WELL
 KL0721
 KL0721  HISTORY     - Date     Condition        Report By
 KL0721  HISTORY     - 1937     MONUMENTED       CGS
 KL0721  HISTORY     - 1959     GOOD             USGS
 KL0721
 KL0721                          STATION DESCRIPTION
 KL0721
 KL0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KL0721'THIS STATION IS ABOUT 3 MILES SE OF NEW CASTLE.  ABOUT 0.8
 KL0721'MILE SW OF MRS. CASTLES RANCH, ON THE HIGHEST POINT OF A ROUND
 KL0721'TOPPED, BRUSH COVERED KNOLL.  ON LAND OWNED BY A MRS. CASTLE
 KL0721'WHO LIVES 0.8 MILE NE OF THE STATION.
 KL0721'
 KL0721'SURFACE AND AZIMUTH MARKS ARE STANDARD DISKS SET IN CONCRETE
 KL0721'IN DEPRESSIONS IN BOULDERS.
 KL0721'
 KL0721'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE IN A
 KL0721'DEPRESSION IN BEDROCK.
 KL0721'
 KL0721'REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL HOLES
 KL0721'IN OUTCROPPING BEDROCK.
 KL0721'
 KL0721'REFERENCE MARK NO. 1 IS NE OF THE STATION ON THE NE SLOPE
 KL0721'OF THE HILL.  IT IS ABOUT 2-1/2 FEET BELOW THE LEVEL OF THE
 KL0721'STATION.
 KL0721'
 KL0721'REFERENCE MARK NO. 2 IS SE OF THE STATION ON THE SE SLOPE
 KL0721'OF THE HILL.  IT IS ABOUT 4 FEET BELOW THE LEVEL OF THE
 KL0721'STATION.
 KL0721'
 KL0721'AZIMUTH MARK IS NE OF THE STATION IN THE YARD OF MRS. CASTLES
 KL0721'HOUSE.  IT IS SET IN A SOFT SANDSTONE BOULDER 30 FEET W OF THE
 KL0721'NW CORNER OF THE HOUSE.
 KL0721'
 KL0721'TO REACH FROM NEW CASTLE GO W TO THE STEEL BRIDGE OVER ELK
 KL0721'CREEK AT THE W EDGE OF TOWN.  HERE TURN LEFT JUST AFTER CROSSING
 KL0721'OVER THE BRIDGE AND GO S ON GRAVEL ROAD, ACROSS RAILROAD TRACKS
 KL0721'AND RIVER BRIDGE.  FOR 0.7 MILE TO A SIDE ROAD LEFT AND A
 KL0721'RANCH HOUSE ON THE RIGHT.  HERE TURN LEFT AND FOLLOW A GRADED
 KL0721'DIRT ROAD UP ALKALI CREEK FOR 3.0 MILES TO FORK.  HERE LEAVE
 KL0721'THE MAIN-TRAVELED ROAD AND TAKE RIGHT FORK AND GO 0.05 MILE
 KL0721'TO GATE.  PASS THROUGH GATE AND FOLLOW TRACK ROAD S FOR 0.15
 KL0721'MILE TO MRS. CASTLES HOUSE ON THE LEFT.  (PEAK CAN BE SEEN
 KL0721'0.8 MILE SW OF THIS POINT).  CONTINUE STRAIGHT AHEAD ON
 KL0721'RANCH ROAD UP VALLEY FOR 0.55 MILE TO FORK.  TAKE RIGHT FORK
 KL0721'AND GO 0.45 MILE TO TOP OF RIDGE AND END OF TRUCK TRAVEL.
 KL0721'FROM HERE PACK UP STEEP SLOPE TO TOP OF KNOLL AND
 KL0721'STATION.  A 20-MINUTE PACK.
 KL0721'
 KL0721'HEIGHT OF LIGHT ABOVE STATION MARK - 4 FEET.
 KL0721
 KL0721                          STATION RECOVERY (1959)
 KL0721
 KL0721'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KL0721'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION, AS DESCRIBED.
 KL0721'
 KL0721'NEW DESCRIPTION
 KL0721'
 KL0721'TO REACH FROM NEW CASTLE, GO W. TO THE STEEL BRIDGE CROSSING ELK
 KL0721'CREEK, TURN LEFT JUST AFTER CROSSING THE BRIDGE AND GO S. ON GRAVEL
 KL0721'RD. ACROSS RAILROAD TRACKS AND COLORADO RIVER BRIDGE FOR 0.7 MI. TO
 KL0721'A SIDE RD. LEFT UP ALKALI CREEK, CONTINUE S. ALONG RD. FOR 1.2 MI.
 KL0721'TO JUNCTION WITH GARFIELD CREEK ROAD, TURN LEFT UP GARFIELD CREEK AND
 KL0721'GO 1.4 MI. TO RD. LEADING W. OF RANCH AND TRAIL RD. LEADING E. UP
 KL0721'HILL, TURN LEFT AND FOLLOW TRAIL RD. FOR 0.7 MI. TO RD. FORKS, TAKE
 KL0721'RIGHT FORK AND GO 0.5 MI. TO RD. FORK JUST AFTER CROSSING DRAIN,
 KL0721'TAKE LEFT FORK AND GO 1.4 MI. TO N-S. FENCE LINE ON TOP OF RIDGE,
 KL0721'TURN RIGHT ALONG FENCE FOR 150 FT., LEAVE TRUCK HERE AND CONTINUE
 KL0721'S. ALONG FENCE AT SUMMIT OF HILL AND STATION MARK.  A 20-MINUTE PACK.
 KL0721'
 KL0721'STATION MARK--USC AND GS DISK FLUSH WITH GROUND, CEMENTED IN ROCK AND
 KL0721'STAMPED---CASTLE 1937---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1320 ***********************************************************************
 JK1320  DESIGNATION -  CASTLE
 JK1320  PID         -  JK1320
 JK1320  STATE/COUNTY-  CO/CHAFFEE
 JK1320  USGS QUAD   -  CASTLE ROCK GULCH (1983)
 JK1320
 JK1320                         *CURRENT SURVEY CONTROL
 JK1320  ___________________________________________________________________
 JK1320* NAD 83(1992)-  38 47 59.41788(N)    105 58 10.58667(W)     ADJUSTED  
 JK1320* NAVD 88     -      2808.0    (meters)    9213.     (feet)  VERTCON   
 JK1320  ___________________________________________________________________
 JK1320  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 JK1320  GEOID HEIGHT-         -13.98  (meters)                     GEOID03
 JK1320
 JK1320  HORZ ORDER  -  SECOND
 JK1320
 JK1320.The horizontal coordinates were established by classical geodetic methods
 JK1320.and adjusted by the National Geodetic Survey in January 1993..
 JK1320
 JK1320.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1320
 JK1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1320
 JK1320.The geoid height was determined by GEOID03.
 JK1320
 JK1320;                    North         East     Units Scale Factor Converg.
 JK1320;SPC CO C     -   412,194.848   873,609.296   MT  0.99994965   -0 17 46.2
 JK1320;SPC CO C     - 1,352,342.60  2,866,166.50   sFT  0.99994965   -0 17 46.2
 JK1320;UTM  13      - 4,295,011.237   415,803.079   MT  0.99968729   -0 36 27.3
 JK1320
 JK1320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1320!SPC CO C     -   0.99956181  x   0.99994965  =   0.99951148
 JK1320!UTM  13      -   0.99956181  x   0.99968729  =   0.99924924
 JK1320
 JK1320|---------------------------------------------------------------------|
 JK1320| PID    Reference Object                     Distance      Geod. Az  |
 JK1320|                                                           dddmmss.s |
 JK1320| CM8616 CASTLE RM 1                           4.453 METERS 06356     |
 JK1320| CM8617 CASTLE RM 2                           7.110 METERS 16727     |
 JK1320| JL0652 BUFFALO EAST PEAK CAIRN             APPROX.24.1 KM 3294759.1 |
 JK1320| CM8615 CASTLE AZ MK                                       3445807.4 |
 JK1320|---------------------------------------------------------------------|
 JK1320
 JK1320                          SUPERSEDED SURVEY CONTROL
 JK1320
 JK1320  NAD 83(1986)-  38 47 59.41222(N)    105 58 10.59054(W) AD(       ) 2
 JK1320  NAD 27      -  38 47 59.42100(N)    105 58 08.54900(W) AD(       ) 2
 JK1320  NGVD 29 (07/19/86) 2806.4    (m)         9207.     (f) VERT ANG       
 JK1320
 JK1320.Superseded values are not recommended for survey control.
 JK1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1320.See file dsdata.txt to determine how the superseded data were derived.
 JK1320
 JK1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC1580395011(NAD 83)
 JK1320_MARKER: DS = TRIANGULATION STATION DISK
 JK1320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1320
 JK1320  HISTORY     - Date     Condition        Report By
 JK1320  HISTORY     - 1951     MONUMENTED       CGS
 JK1320
 JK1320                          STATION DESCRIPTION
 JK1320
 JK1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 JK1320'THE STATION IS LOCATED ON THE EASTERN SLOPE OF A GRASSY HILL
 JK1320'ON THE WEST SIDE OF CASTLEROCK GULCH, ABOUT 10 MILES EAST
 JK1320'SOUTHEAST OF BUENA VISTA, 9 MILES SOUTH OF ANTERO JUNCTION AND
 JK1320'67 FEET WEST OF THE CENTERLINE OF THE CHAFFEE COUNTY ROAD 53.
 JK1320'
 JK1320'TO REACH, FROM ANTERO JUNCTION, GO WEST, ON U.S. HIGHWAY 285,
 JK1320'FOR 7.2 MILES TO SIDE ROAD LEFT.  TURN LEFT, AND GO SOUTH,
 JK1320'ON CHAFFEE COUNTY ROAD 53, FOR 1.55 MILES TO FORKS.  TAKE RIGHT
 JK1320'FORK, AND GO SOUTH 3.3 MILES TO THE AZIMUTH MARK.  CONTINUE
 JK1320'SOUTH 0.45 MILE TO THE STATION.
 JK1320'
 JK1320'THE STATION MARK IS A STANDARD DISK, STAMPED CASTLE 1951, SET
 JK1320'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 JK1320'ABOUT 2 INCHES.
 JK1320'
 JK1320'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED CASTLE NO
 JK1320'1 1951, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 JK1320'WHICH PROJECTS ABOUT 3 INCHES AND IS ABOUT 10 INCHES LOWER THAN
 JK1320'THE STATION.
 JK1320'
 JK1320'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED CASTLE
 JK1320'NO 2 1951, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 JK1320'MONUMENT WHICH PROJECTS ABOUT 2 INCHES AND IS ABOUT THE SAME
 JK1320'ELEVATION AS THE STATION.
 JK1320'
 JK1320'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CASTLE 1951, SET
 JK1320'IN A DRILL HOLE IN A BOULDER 4 FEET IN DIAMETER WHICH PROJECTS
 JK1320'ABOUT 12 INCHES.  IT IS LOCATED ALONG THE EAST SIDE OF CHAFFEE
 JK1320'COUNTY ROAD 53, ABOUT 20 FEET EAST OF THE CENTER LINE OF THE
 JK1320'ROAD AND 6 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0816 ***********************************************************************
 JL0816  DESIGNATION -  CASTLE PEAK
 JL0816  PID         -  JL0816
 JL0816  STATE/COUNTY-  CO/OURAY
 JL0816  USGS QUAD   -  BUCKHORN LAKES (1983)
 JL0816
 JL0816                         *CURRENT SURVEY CONTROL
 JL0816  ___________________________________________________________________
 JL0816* NAD 83(1992)-  38 18 31.66838(N)    107 37 59.49855(W)     ADJUSTED  
 JL0816* NAVD 88     -      3492.0    (meters)   11457.     (feet)  VERTCON   
 JL0816  ___________________________________________________________________
 JL0816  LAPLACE CORR-           7.90  (seconds)                    DEFLEC99
 JL0816  GEOID HEIGHT-         -15.48  (meters)                     GEOID03
 JL0816
 JL0816  HORZ ORDER  -  FIRST
 JL0816
 JL0816.The horizontal coordinates were established by classical geodetic methods
 JL0816.and adjusted by the National Geodetic Survey in January 1993..
 JL0816
 JL0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0816
 JL0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0816
 JL0816.The geoid height was determined by GEOID03.
 JL0816
 JL0816;                    North         East     Units Scale Factor Converg.
 JL0816;SPC CO S     -   489,185.220   727,846.543   MT  0.99997964   -1 18 30.4
 JL0816;SPC CO S     - 1,604,935.18  2,387,943.20   sFT  0.99997964   -1 18 30.4
 JL0816;SPC CO C     -   359,771.722   727,837.935   MT  1.00003076   -1 20 43.4
 JL0816;SPC CO C     - 1,180,351.06  2,387,914.96   sFT  1.00003076   -1 20 43.4
 JL0816;UTM  13      - 4,243,358.460   269,766.435   MT  1.00025286   -1 37 58.9
 JL0816
 JL0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0816!SPC CO S     -   0.99945479  x   0.99997964  =   0.99943445
 JL0816!SPC CO C     -   0.99945479  x   1.00003076  =   0.99948554
 JL0816!UTM  13      -   0.99945479  x   1.00025286  =   0.99970752
 JL0816
 JL0816|---------------------------------------------------------------------|
 JL0816| PID    Reference Object                     Distance      Geod. Az  |
 JL0816|                                                           dddmmss.s |
 JL0816| CM7077 CASTLE PEAK RM 2                      6.702 METERS 18817     |
 JL0816| CM6267 CIMARRON RM 1                                      1942945.7 |
 JL0816| CM7076 CASTLE PEAK RM 1                     11.779 METERS 34635     |
 JL0816|---------------------------------------------------------------------|
 JL0816
 JL0816                          SUPERSEDED SURVEY CONTROL
 JL0816
 JL0816  NAD 83(1986)-  38 18 31.65551(N)    107 37 59.49092(W) AD(       ) 1
 JL0816  NAD 27      -  38 18 31.69820(N)    107 37 57.26910(W) AD(       ) 1
 JL0816  NGVD 29 (07/19/86) 3490.4    (m)        11451.     (f) VERT ANG       
 JL0816
 JL0816.Superseded values are not recommended for survey control.
 JL0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0816.See file dsdata.txt to determine how the superseded data were derived.
 JL0816
 JL0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC6976643358(NAD 83)
 JL0816_MARKER: DS = TRIANGULATION STATION DISK
 JL0816_SETTING: 66 = SET IN ROCK OUTCROP
 JL0816
 JL0816  HISTORY     - Date     Condition        Report By
 JL0816  HISTORY     - 1958     MONUMENTED       CGS
 JL0816
 JL0816                          STATION DESCRIPTION
 JL0816
 JL0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 JL0816'THE STATION IS ON A NORTH-SOUTH, SOLID ROCK RIDGE WHICH DROPS
 JL0816'DOWN ON THE EAST AND WEST SIDES.  IT IS ABOUT 10 MILES
 JL0816'SOUTH-SOUTHWEST OF CIMARRON, 1/2 MILE NORTH OF THE JUNCTION
 JL0816'OF OURAY, GUNNISON AND MONTROSE COUNTY LINES AND 75 YARDS SOUTH
 JL0816'OF A HIGHER AND TIMBER-COVERED KNOB KNOWN AS CASTLE ROCK.  THE
 JL0816'POINT WHERE THE STATION IS LOCATED IS ONLY 10 FEET IN WIDTH
 JL0816'AND IS ABOUT 2-1/2 MILES NORTHWEST OF HIGH PARK LAKE.
 JL0816'
 JL0816'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 50
 JL0816'AND 550 AND STATE HIGHWAY 789 IN MONTROSE, GO SOUTH ON HIGHWAYS
 JL0816'550 AND 789 FOR 16.4 MILES TO A CONCRETE BRIDGE, CONTINUE SOUTH
 JL0816'FOR 0.7 MILE TO A CROSSROADS, TURN SHARP LEFT, UP HILL, AND
 JL0816'GO EASTERLY ON GRAVELED ROAD FOR 1.1 MILES TO A FORK, TAKE
 JL0816'THE LEFT ROAD AND GO NORTHERLY AND EASTERLY (PASSING THROUGH
 JL0816'SEVERAL GATES) FOR 5.6 MILES TO A FORK, TAKE THE LEFT ROAD AND
 JL0816'CONTINUE NORTHEASTERLY FOR 2.3 MILES TO A GATE AND FORK
 JL0816'IMMEDIATELY AFTER PASSING THROUGH GATE, TAKE THE LEFT ROAD
 JL0816'AND CONTINUE NORTHERLY FOR 0.55 MILE TO A FORK, TAKE THE
 JL0816'RIGHT ROAD AND CONTINUE FOR 1.0 MILE TO THE NORTH END OF A
 JL0816'CLEARING, LEAVE THE ROAD AND TURN RIGHT, GO EAST,
 JL0816'FOLLOWING OPEN CLEARING FOR 0.45 MILE TO THE END OF TRUCK
 JL0816'TRAVEL.  PACK EAST, UP STEEP GRADE TO TOP OF RIDGE (ABOUT 40
 JL0816'MINUTES), FOLLOW CREST OF RIDGE NORTH FOR ABOUT 0.8 MILE
 JL0816'TO CIMARRON (USGS) R.M. 1, CONTINUE NORTH ALONG CREST OF RIDGE
 JL0816'FOR 0.3 MILE TO THE STATION.
 JL0816'
 JL0816'THE STATION MARK IS A STANDARD DISK, STAMPED S CASTLE PK 1958,
 JL0816'CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.  IT
 JL0816'IS 80 FEET NORTH OF THE SOUTH END OF THE NARROW RIDGE.
 JL0816'
 JL0816'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED S CASTLE PK NO 1
 JL0816'1958, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.
 JL0816'IT IS 2 FEET EAST OF THE WEST EDGE OF THE BLUFF.
 JL0816'
 JL0816'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED S CASTLE PK NO 2
 JL0816'1958, CEMENTED IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.
 JL0816'IT IS 1 FOOT EAST OF THE WEST EDGE OF THE BLUFF.
 JL0816'
 JL0816'THE AZIMUTH MARK IS A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE
 JL0816'MARK DISK, STAMPED CIMARRON NO 1, CEMENTED IN A DRILL HOLE IN
 JL0816'BEDROCK FLUSH WITH THE GROUND.  IT IS 30 FEET NORTH OF THE
 JL0816'SOUTH EDGE OF THE BLUFF AND 10 FEET EAST OF THE WEST EDGE OF
 JL0816'THE BLUFF.  IT IS USED AS A REFERENCE MARK FOR U.S. GEOLOGICAL
 JL0816'BENCH MARK CIMARRON WHICH IS SOUTHEAST OF THE REFERENCE MARK
 JL0816'AND AT THE SOUTH END OF THE BEGINNING OF THE ROCK LEDGE OF
 JL0816'RIMROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0438 ***********************************************************************
 KM0438  DESIGNATION -  CASTLE PEAK
 KM0438  PID         -  KM0438
 KM0438  STATE/COUNTY-  CO/MESA
 KM0438  USGS QUAD   -  HOUSETOP MOUNTAIN (1972)
 KM0438
 KM0438                         *CURRENT SURVEY CONTROL
 KM0438  ___________________________________________________________________
 KM0438* NAD 83(1992)-  39 16 15.65792(N)    108 05 40.41431(W)     ADJUSTED  
 KM0438* NAVD 88     -      2531.7    (meters)    8306.     (feet)  VERTCON   
 KM0438  ___________________________________________________________________
 KM0438  LAPLACE CORR-           6.53  (seconds)                    DEFLEC99
 KM0438  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 KM0438
 KM0438  HORZ ORDER  -  THIRD
 KM0438
 KM0438.The horizontal coordinates were established by classical geodetic methods
 KM0438.and adjusted by the National Geodetic Survey in January 1993..
 KM0438
 KM0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0438
 KM0438.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0438
 KM0438.The geoid height was determined by GEOID03.
 KM0438
 KM0438;                    North         East     Units Scale Factor Converg.
 KM0438;SPC CO C     -   467,591.426   690,548.206   MT  0.99994030   -1 38 10.9
 KM0438;SPC CO C     - 1,534,089.54  2,265,573.57   sFT  0.99994030   -1 38 10.9
 KM0438;UTM  12      - 4,350,876.834   750,646.159   MT  1.00037360   +1 50 24.3
 KM0438
 KM0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0438!SPC CO C     -   0.99960549  x   0.99994030  =   0.99954581
 KM0438!UTM  12      -   0.99960549  x   1.00037360  =   0.99997894
 KM0438
 KM0438                          SUPERSEDED SURVEY CONTROL
 KM0438
 KM0438  NAD 83(1986)-  39 16 15.65391(N)    108 05 40.40559(W) AD(       ) 3
 KM0438  NGVD 29 (05/18/92) 2530.5    (m)         8302.     (f) VERT ANG       
 KM0438
 KM0438.Superseded values are not recommended for survey control.
 KM0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0438.See file dsdata.txt to determine how the superseded data were derived.
 KM0438
 KM0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ5064650877(NAD 83)
 KM0438_MARKER: DD = SURVEY DISK
 KM0438_SETTING: 66 = SET IN ROCK OUTCROP
 KM0438_SP_SET: SET IN ROCK OUTCROP
 KM0438_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0438+STABILITY: POSITION/ELEVATION WELL
 KM0438
 KM0438  HISTORY     - Date     Condition        Report By
 KM0438  HISTORY     - 1953     MONUMENTED       USGS
 KM0438  HISTORY     - 1961     GOOD             USGS
 KM0438
 KM0438                          STATION DESCRIPTION
 KM0438
 KM0438'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 KM0438'NO TEXT.
 KM0438
 KM0438                          STATION RECOVERY (1961)
 KM0438
 KM0438'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KM0438'STATION IS LOCATED ABOUT 2 MI. E. AND 8 MI. N. OF MESA, COLORADO, ON
 KM0438'THE MOST EASTERLY OF THE THREE TOPS WHICH MAKE UP THE TOP OF CASTLE
 KM0438'PEAK.  THE TOP, WHICH HAS THE APPEARANCE OF A CASTLE, IS COMPOSED OF
 KM0438'SHALE AND IS VERY DIFFICULT TO CLIMB.
 KM0438'
 KM0438'TO REACH STATION FROM THE INTERSECTION OF STATE HIGHWAYS 65 AND 330,
 KM0438'WHICH IS ABOUT 2 MI. N. OF MESA, COLORADO, PROCEED E. ON HIGHWAY 330
 KM0438'7.1 MI. TO BUILDINGS AND A NARROW DIRT RD. LEFT, LEAVE HIGHWAY 330,
 KM0438'TURNING LEFT ONTO DIRT RD. AND PROCEED UP CANYON 1.5 MI. TO A DIM
 KM0438'RD. FORK RIGHT, TAKE LEFT FORK 0.1 MI. TO RD. JUNCTION, CONTINUE ON
 KM0438'MAIN RD. IN A NW. DIRECTION 0.2 MI. TO RD. RIGHT, TAKE LEFT FORK AND
 KM0438'PROCEED 0.2 MI. TO RD. FORK, CONTINUE ON LEFT RD. 0.9 MI. IN A
 KM0438'WESTERLY DIRECTION TO RD. LEFT, CONTINUE ON RIGHT FORK 0.1 MI. TO
 KM0438'RD. RIGHT, CONTINUE ON LEFT FORK IN A WESTERLY DIRECTION 2.1 MI. TO
 KM0438'FENCE GATE AND SHEEPHERDERS CABIN, TURN RIGHT THROUGH GATE AND
 KM0438'PROCEED ON DIM RD. IN A NORTHERLY DIRECTION 1.0 MI. TO BASE OF CASTLE
 KM0438'PEAK AND END OF TRUCK TRAVEL.  ABOUT A 2-1/2 HOUR PACK TO TOP OF PEAK
 KM0438'AND STATION.
 KM0438'
 KM0438'STATION MARK--A STANDARD TABLET CEMENTED IN SHALE ROCK, FLUSH WITH
 KM0438'THE GROUND.  TABLET NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0659 ***********************************************************************
 KL0659  DESIGNATION -  CASTLE PK
 KL0659  PID         -  KL0659
 KL0659  STATE/COUNTY-  CO/PITKIN
 KL0659  USGS QUAD   -  HAYDEN PEAK (1987)
 KL0659
 KL0659                         *CURRENT SURVEY CONTROL
 KL0659  ___________________________________________________________________
 KL0659* NAD 83(1992)-  39 00 35.05491(N)    106 51 40.89522(W)     ADJUSTED  
 KL0659* NAVD 88     -      4352.2    (meters)   14279.     (feet)  VERTCON   
 KL0659  ___________________________________________________________________
 KL0659  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 KL0659  GEOID HEIGHT-         -13.71  (meters)                     GEOID03
 KL0659
 KL0659  HORZ ORDER  -  FIRST
 KL0659
 KL0659.The horizontal coordinates were established by classical geodetic methods
 KL0659.and adjusted by the National Geodetic Survey in January 1993..
 KL0659
 KL0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0659
 KL0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0659
 KL0659.The geoid height was determined by GEOID03.
 KL0659
 KL0659;                    North         East     Units Scale Factor Converg.
 KL0659;SPC CO C     -   436,273.160   796,500.113   MT  0.99993717   -0 51 30.9
 KL0659;SPC CO C     - 1,431,339.53  2,613,184.12   sFT  0.99993717   -0 51 30.9
 KL0659;UTM  13      - 4,319,505.283   338,837.737   MT  0.99991983   -1 10 18.8
 KL0659
 KL0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0659!SPC CO C     -   0.99931978  x   0.99993717  =   0.99925699
 KL0659!UTM  13      -   0.99931978  x   0.99991983  =   0.99923966
 KL0659
 KL0659|---------------------------------------------------------------------|
 KL0659| PID    Reference Object                     Distance      Geod. Az  |
 KL0659|                                                           dddmmss.s |
 KL0659| CM6216 CASTLE PK RM 1                        2.947 METERS 11625     |
 KL0659| KL0688 CAPITOL PK                          APPROX.24.7 KM 3091213.4 |
 KL0659| CM6217 CASTLE PK RM 2                        2.952 METERS 33803     |
 KL0659| KL0663 SLOANE PEAK                         APPROX.38.1 KM 3561206.2 |
 KL0659|---------------------------------------------------------------------|
 KL0659
 KL0659                          SUPERSEDED SURVEY CONTROL
 KL0659
 KL0659  NAD 83(1986)-  39 00 35.04950(N)    106 51 40.90174(W) AD(       ) 1
 KL0659  NAD 27      -  39 00 35.08100(N)    106 51 38.75500(W) AD(       ) 1
 KL0659  NGVD 29 (07/19/86) 4350.0    (m)        14272.     (f) VERT ANG       
 KL0659
 KL0659.Superseded values are not recommended for survey control.
 KL0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0659.See file dsdata.txt to determine how the superseded data were derived.
 KL0659
 KL0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD3883819505(NAD 83)
 KL0659_MARKER: DS = TRIANGULATION STATION DISK
 KL0659_SETTING: 66 = SET IN ROCK OUTCROP
 KL0659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0659
 KL0659  HISTORY     - Date     Condition        Report By
 KL0659  HISTORY     - 1953     MONUMENTED       CGS
 KL0659  HISTORY     - 1958     GOOD             CGS
 KL0659  HISTORY     - 1959     GOOD             USGS
 KL0659
 KL0659                          STATION DESCRIPTION
 KL0659
 KL0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KL0659'THE STATION IS LOCATED ABOUT 13 MILES SOUTH OF ASPEN, ABOUT
 KL0659'8 MILES SOUTHEAST OF MAROON LAKE ON THE HIGHEST PART OF A HIGH,
 KL0659'ROCKY, BARE PEAK KNOWN AS CASTLE PEAK.  THE STATION MARK IS
 KL0659'SET IN OUT-CROPPING BEDROCK, 9 FEET SOUTHWEST OF A CAIRN AND
 KL0659'IT IS STAMPED CASTLE PK 1953.
 KL0659'
 KL0659'REFERENCE MARK NO. 1 IS 7 FEET SOUTH SOUTHEAST OF THE CAIRN AND
 KL0659'IT IS STAMPED CASTLE PK NO 1 1953.
 KL0659'
 KL0659'REFERENCE MARK NO. 2 IS 13 FEET WEST OF THE CAIRN AND IT
 KL0659'IS STAMPED CASTLE PK NO 2 1953.
 KL0659'
 KL0659'NO SUITABLE PLACE WAS AVAILABLE TO ESTABLISH AN AZIMUTH MARK.
 KL0659'
 KL0659'TO REACH THE STATION FROM THE POST OFFICE IN ASPEN GO WEST ON
 KL0659'STATE ROAD 82 FOR 1.5 MILES TO A T ROAD LEFT, TURN LEFT AND
 KL0659'GO SOUTH FOR ABOUT 50 FEET TO A FORK AND SIGN ASHCROFT, TAKE
 KL0659'LEFT FORK AND GO 10.6 MILES TO THE ABONDONED VILLAGE OF
 KL0659'ASHCROFT, CONTINUE SOUTHERLY ON THE MAIN TRAVELED ROAD FOR 1.2
 KL0659'MILES TO A LOOP AND THE END OF THE GRADED ROAD, FOLLOW THE TRACK
 KL0659'ROAD SOUTH FOR 1.0 MILE TO THE FOREST SERVICE RANGE STUDY
 KL0659'CORRAL ON THE RIGHT, CONTINUE SOUTHERLY ON DIM TRACK ROAD
 KL0659'FOR 1.0 MILE TO AN OLD CORRAL ON THE LEFT.  FROM HERE THE
 KL0659'ROAD TURNS TO THE SOUTHWEST, FOLLOW THE MAIN TRACK ROAD UP
 KL0659'THE DRAW FOR 2.2 MILES TO A FORK AND AN OLD MINE ON THE
 KL0659'RIGHT, TAKE THE LEFT FORK AND FOLLOW THE DIM TRACK ROAD
 KL0659'UP-HILL FOR 0.5 MILE TO A FORK, TAKE THE RIGHT FORK AND GO
 KL0659'UP THE DRAW FOR 1.1 MILES TO THE END OF TRUCK TRAVEL.  FROM
 KL0659'HERE PACK WEST NORTHWEST TO THE HEAD OF A BOX CANYON THEN
 KL0659'PACK SOUTH SOUTHWEST TO THE HIGHEST PART OF A ROCKY HILL TO THE
 KL0659'STATION AND REFERENCE MARKS AS DESCRIBED.
 KL0659'
 KL0659'IT IS NECESSARY TO HAVE A 4-WHEEL DRIVE VEHICLE TO DRIVE BEYOND
 KL0659'THE OLD MINE MENTIONED IN THE DESCRIPTION.
 KL0659'
 KL0659'LENGTH OF PACK OVER THIS ROUTE IS ABOUT FIVE HOURS.
 KL0659
 KL0659                          STATION RECOVERY (1958)
 KL0659
 KL0659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 KL0659'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN
 KL0659'GOOD CONDITION.
 KL0659
 KL0659                          STATION RECOVERY (1959)
 KL0659
 KL0659'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KL0659'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0756 ***********************************************************************
 JL0756  DESIGNATION -  CASTLE VIEW
 JL0756  PID         -  JL0756
 JL0756  STATE/COUNTY-  CO/GUNNISON
 JL0756  USGS QUAD   -  WEST ELK PEAK (1965)
 JL0756
 JL0756                         *CURRENT SURVEY CONTROL
 JL0756  ___________________________________________________________________
 JL0756* NAD 83(1992)-  38 42 49.12869(N)    107 09 17.50871(W)     ADJUSTED  
 JL0756* NAVD 88     -      3825.     (meters)   12549.     (feet)  SCALED    
 JL0756  ___________________________________________________________________
 JL0756  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 JL0756  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 JL0756
 JL0756  HORZ ORDER  -  THIRD
 JL0756
 JL0756.The horizontal coordinates were established by classical geodetic methods
 JL0756.and adjusted by the National Geodetic Survey in January 1993..
 JL0756
 JL0756.The orthometric height was scaled from a topographic map.
 JL0756
 JL0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0756
 JL0756.The geoid height was determined by GEOID03.
 JL0756
 JL0756;                    North         East     Units Scale Factor Converg.
 JL0756;SPC CO C     -   403,832.508   770,484.840   MT  0.99995863   -1 02 37.3
 JL0756;SPC CO C     - 1,324,907.15  2,527,832.35   sFT  0.99995863   -1 02 37.3
 JL0756;UTM  13      - 4,287,204.490   312,647.105   MT  1.00003226   -1 20 53.2
 JL0756
 JL0756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0756!SPC CO C     -   0.99940244  x   0.99995863  =   0.99936109
 JL0756!UTM  13      -   0.99940244  x   1.00003226  =   0.99943468
 JL0756
 JL0756:                Primary Azimuth Mark                     Grid Az
 JL0756:SPC CO C     -  WEST ELK D                               278 00 10.4
 JL0756:UTM  13      -  WEST ELK D                               278 18 26.3
 JL0756
 JL0756|---------------------------------------------------------------------|
 JL0756| PID    Reference Object                     Distance      Geod. Az  |
 JL0756|                                                           dddmmss.s |
 JL0756| JL0755 WEST ELK D                          APPROX. 3.9 KM 2765733.1 |
 JL0756|---------------------------------------------------------------------|
 JL0756
 JL0756                          SUPERSEDED SURVEY CONTROL
 JL0756
 JL0756  NAD 83(1986)-  38 42 49.12807(N)    107 09 17.51863(W) AD(       ) 3
 JL0756  NAD 27      -  38 42 49.14001(N)    107 09 15.32804(W) AD(       ) 3
 JL0756
 JL0756.Superseded values are not recommended for survey control.
 JL0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0756.See file dsdata.txt to determine how the superseded data were derived.
 JL0756
 JL0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC1264787204(NAD 83)
 JL0756_MARKER: DD = SURVEY DISK
 JL0756_SETTING: 66 = SET IN ROCK OUTCROP
 JL0756_SP_SET: SET IN ROCK OUTCROP
 JL0756_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0756+STABILITY: POSITION/ELEVATION WELL
 JL0756
 JL0756  HISTORY     - Date     Condition        Report By
 JL0756  HISTORY     - 1939     MONUMENTED       USGS
 JL0756
 JL0756                          STATION DESCRIPTION
 JL0756
 JL0756'DESCRIBED BY US GEOLOGICAL SURVEY 1939
 JL0756'STATION LOCATED ON A RIDGE BETWEEN SOUTH CASTLE AND MILL CREEKS,
 JL0756'ABOUT 1 MI. S. AND ACROSS SOUTH CASTLE CREEK FROM A POINT OF ROCKS
 JL0756'WELL KNOWN IN THIS VICINITY AS THE CASTLES.
 JL0756'
 JL0756'STATION MAY BE REACHED EITHER FROM SOUTH CASTLE CREEK OR FROM A TRAIL
 JL0756'FORKS, IN THE SADDLE BETWEEN SOUTH BALDY AND MIDDLE BALDY BY FOLLOWING
 JL0756'A TRAIL N. ALONG THE E. SIDE OF THE BALDY PEAKS TO THE FIRST RIDGE S.
 JL0756'OF WEST ELK MOUNTAIN, THENCE E. ALONG RIDGE TO STATION.  DISTANCE
 JL0756'ABOUT 1.5 MI.  ANIMALS CAN BE TAKEN TO THE STATION.
 JL0756'
 JL0756'STATION MARK--STANDARD BRONZE TABLET, CEMENTED IN ROCK IN PLACE,
 JL0756'STAMPED ---CASTLE VIEW-R 1939---.
 JL0756'
 JL0756'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE TABLET, CEMENTED IN
 JL0756'ROCK IN PLACE, STAMPED ---NO. 1---, 15.10 FT. FROM STATION,
 JL0756'S 06 DEG 35 MIN W.
 JL0756'
 JL0756'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE TABLET, CEMENTED IN
 JL0756'ROCK IN PLACE, STAMPED ---NO. 2---, 12.22 FT. FROM STATION,
 JL0756'N 87 DEG W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3092 ***********************************************************************
 AI3092  DESIGNATION -  CASTRO
 AI3092  PID         -  AI3092
 AI3092  STATE/COUNTY-  CO/ADAMS
 AI3092  USGS QUAD   -  LEADER SE (1978)
 AI3092
 AI3092                         *CURRENT SURVEY CONTROL
 AI3092  ___________________________________________________________________
 AI3092* NAD 83(1992)-  39 50 28.13568(N)    104 05 40.76347(W)     ADJUSTED  
 AI3092* NAVD 88     -      1511.6    (meters)    4959.     (feet)  GPS OBS   
 AI3092  ___________________________________________________________________
 AI3092  X           -  -1,194,529.917 (meters)                     COMP
 AI3092  Y           -  -4,757,500.746 (meters)                     COMP
 AI3092  Z           -   4,065,414.868 (meters)                     COMP
 AI3092  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 AI3092  ELLIP HEIGHT-        1492.66  (meters)          (12/03/02) GPS OBS
 AI3092  GEOID HEIGHT-         -18.94  (meters)                     GEOID03
 AI3092
 AI3092  HORZ ORDER  -  FIRST
 AI3092  ELLP ORDER  -  FOURTH    CLASS II
 AI3092
 AI3092.The horizontal coordinates were established by GPS observations
 AI3092.and adjusted by the National Geodetic Survey in December 1999..
 AI3092
 AI3092.The orthometric height was determined by GPS observations and a
 AI3092.high-resolution geoid model.
 AI3092
 AI3092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3092
 AI3092.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3092
 AI3092.The ellipsoidal height was determined by GPS observations
 AI3092.and is referenced to NAD 83.
 AI3092
 AI3092.The geoid height was determined by GEOID03.
 AI3092
 AI3092;                    North         East     Units Scale Factor Converg.
 AI3092;SPC CO N     -   362,136.314 1,034,679.979   MT  0.99998224   +0 54 28.9
 AI3092;SPC CO N     - 1,188,108.89  3,394,612.56   sFT  0.99998224   +0 54 28.9
 AI3092;UTM  13      - 4,410,518.618   577,459.208   MT  0.99967386   +0 34 48.2
 AI3092
 AI3092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3092!SPC CO N     -   0.99976588  x   0.99998224  =   0.99974813
 AI3092!UTM  13      -   0.99976588  x   0.99967386  =   0.99943982
 AI3092
 AI3092                          SUPERSEDED SURVEY CONTROL
 AI3092
 AI3092  ELLIP H (12/27/99) 1492.68   (m)                       GP(       ) 4 1
 AI3092
 AI3092.Superseded values are not recommended for survey control.
 AI3092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3092.See file dsdata.txt to determine how the superseded data were derived.
 AI3092
 AI3092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE7745910519(NAD 83)
 AI3092_MARKER: DD = SURVEY DISK
 AI3092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3092_STAMPING: CASTRO 1999
 AI3092_MARK LOGO: CO-001
 AI3092_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI3092_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3092+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3092
 AI3092  HISTORY     - Date     Condition        Report By
 AI3092  HISTORY     - 1999     MONUMENTED       JRENG
 AI3092
 AI3092                          STATION DESCRIPTION
 AI3092
 AI3092'DESCRIBED BY JR ENGINEERING LTD 1999 (TGB)
 AI3092'DESCRIBED BY JR ENGINEERING 1999 (TGB) .  THE STATION IS LOCATED ABOUT
 AI3092'13.9 MI (22.4 KM) NORTHEAST OF STRASBURG IN THE ROW OF 80TH AVENUE IN
 AI3092'THE NORTHEAST 1/4 OF SECTION 33, T 2 S, R 60 W, 6TH P.M.
 AI3092'OWNERSHIP--ADAMS COUNTY.  TO REACH THE STATION FROM THE INTERSECTION
 AI3092'OF STATE HIGHWAY 36 AND RECTOR-LEADER ROAD, PROCEED NORTH ON
 AI3092'RECTOR-LEADER ROAD FOR 7.0 MI (11.3 KM) TO THE INTERSECTION OF 80TH
 AI3092'AVENUE, TURN LEFT AND PROCEED WEST ON 80TH AVENUE FOR 1.0 MI (1.6 KM)
 AI3092'AND THE STATION ON THE LEFT.  THE STATION IS A STANDARD ADAMS COUNTY
 AI3092'BRASS SURVEY MARK DISK STAMPED CASTRO 1999 SET IN THE TOP OF A 24 INCH
 AI3092'ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 28.0 FT (8.5 M)
 AI3092'SOUTH OF THE CENTER OF 80TH AVENUE, 22.0 FT (6.7 M) WEST OF THE CENTER
 AI3092'OF A DIRT ROAD TO THE SOUTH, 64.2 FT (19.6 M) SOUTHWEST OF A UTILITY
 AI3092'POLE, 8.3 FT (2.5 M) NORTHEAST OF A WOOD FENCE POST, 2.4 FT (0.7 M)
 AI3092'EAST OF A FIBERGLASS WITNESS POST, 2.1 FT (0.6 M) WEST OF A FIBERGLASS
 AI3092'WITNESS POST AND 1.0 FT (0.3 M) BELOW 80TH AVENUE. DESCRIPTION BY T.G.
 AI3092'BEERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0603 ***********************************************************************
 HL0603  DESIGNATION -  CAT
 HL0603  PID         -  HL0603
 HL0603  STATE/COUNTY-  CO/ARCHULETA
 HL0603  USGS QUAD   -  TRUJILLO (1984)
 HL0603
 HL0603                         *CURRENT SURVEY CONTROL
 HL0603  ___________________________________________________________________
 HL0603* NAD 83(1992)-  37 06 08.04445(N)    107 06 27.50462(W)     ADJUSTED  
 HL0603* NAVD 88     -      2485.1    (meters)    8153.     (feet)  VERTCON   
 HL0603  ___________________________________________________________________
 HL0603  LAPLACE CORR-           6.13  (seconds)                    DEFLEC99
 HL0603  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 HL0603
 HL0603  HORZ ORDER  -  FIRST
 HL0603
 HL0603.The horizontal coordinates were established by classical geodetic methods
 HL0603.and adjusted by the National Geodetic Survey in December 1993..
 HL0603
 HL0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0603
 HL0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0603
 HL0603.The geoid height was determined by GEOID03.
 HL0603
 HL0603;                    North         East     Units Scale Factor Converg.
 HL0603;SPC CO S     -   354,371.781   771,498.188   MT  1.00002638   -0 59 09.9
 HL0603;SPC CO S     - 1,162,634.75  2,531,156.97   sFT  1.00002638   -0 59 09.9
 HL0603;SPC NM C     -   677,158.997   423,769.184   MT  0.99997156   -0 31 02.6
 HL0603;SPC NM C     - 2,221,645.81  1,390,316.06   sFT  0.99997156   -0 31 02.6
 HL0603;UTM  13      - 4,108,292.227   312,710.231   MT  1.00003213   -1 16 18.4
 HL0603
 HL0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0603!SPC CO S     -   0.99961304  x   1.00002638  =   0.99963941
 HL0603!SPC NM C     -   0.99961304  x   0.99997156  =   0.99958461
 HL0603!UTM  13      -   0.99961304  x   1.00003213  =   0.99964516
 HL0603
 HL0603:                Primary Azimuth Mark                     Grid Az
 HL0603:SPC CO S     -  PAGOSA PEAK 2                            006 26 02.8
 HL0603:SPC NM C     -  PAGOSA PEAK 2                            005 57 55.5
 HL0603:UTM  13      -  PAGOSA PEAK 2                            006 43 11.3
 HL0603
 HL0603|---------------------------------------------------------------------|
 HL0603| PID    Reference Object                     Distance      Geod. Az  |
 HL0603|                                                           dddmmss.s |
 HL0603| HL0591 PAGOSA PEAK 2                       APPROX.38.1 KM 0052652.9 |
 HL0603| CM6218 CAT AZ MK                                          0070605.6 |
 HL0603| CM6219 CAT RM 1                              3.244 METERS 07324     |
 HL0603| HL0519 ARCHULETA MESA LOOKOUT TOWER        APPROX.13.8 KM 1273228.2 |
 HL0603| CM6220 CAT RM 2                              6.600 METERS 22929     |
 HL0603|---------------------------------------------------------------------|
 HL0603
 HL0603                          SUPERSEDED SURVEY CONTROL
 HL0603
 HL0603  NAD 83(1992)-  37 06 08.04462(N)    107 06 27.50429(W) AD(       ) 1
 HL0603  NAD 83(1986)-  37 06 08.04322(N)    107 06 27.50745(W) AD(       ) 1
 HL0603  NAD 27      -  37 06 08.01470(N)    107 06 25.36140(W) AD(       ) 1
 HL0603  NGVD 29 (07/19/86) 2483.8    (m)         8149.     (f) VERT ANG       
 HL0603
 HL0603.Superseded values are not recommended for survey control.
 HL0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0603.See file dsdata.txt to determine how the superseded data were derived.
 HL0603
 HL0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB1271008292(NAD 83)
 HL0603_MARKER: DS = TRIANGULATION STATION DISK
 HL0603_SETTING: 66 = SET IN ROCK OUTCROP
 HL0603
 HL0603  HISTORY     - Date     Condition        Report By
 HL0603  HISTORY     - 1958     MONUMENTED       CGS
 HL0603
 HL0603                          STATION DESCRIPTION
 HL0603
 HL0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 HL0603'THE STATION IS ON THE MOST EASTERLY AND HIGHEST ONE OF A GROUP
 HL0603'OF HILLS OF ABOUT THE SAME ELEVATION.  IT IS ABOUT 12 MILES
 HL0603'SOUTHWEST OF PAGOSA SPRINGS AND 3-1/2 MILES WEST OF TUJILLO.
 HL0603'IT IS MIDWAY BETWEEN CAT CREEK AND THE SAN JUAN RIVER.
 HL0603'
 HL0603'TO REACH THE STATION FROM THE COURTHOUSE IN PAGOSA SPRINGS,
 HL0603'GO WESTERLY ON U.S. HIGHWAY 160 FOR 2.5 MILES TO A SIDE ROAD
 HL0603'ON THE RIGHT AND SIGN UPPER PIEDRA RIVER ROAD, CONTINUE ON THE
 HL0603'HIGHWAY FOR 9.1 MILES TO A SIDE ROAD AND SIGN CAT CREEK ROAD
 HL0603'ON THE LEFT, TURN LEFT ON THE SIDE ROAD AND GO SOUTHERLY FOR
 HL0603'1.0 MILE TO A FORK, TAKE THE LEFT ROAD AND CONTINUE SOUTHERLY
 HL0603'FOR 4.7 MILES TO A CHURCH ON THE LEFT, CONTINUE SOUTH FOR 2.8
 HL0603'MILES TO A SIDE ROAD AND SIGN BURNS CANYON-BLANCO RIVER ON
 HL0603'THE LEFT, TURN LEFT ON THE SIDE ROAD AND GO EASTERLY ON MAIN
 HL0603'TRAVELED ROAD FOR 1.0 MILE TO RANCH HOME ON THE RIGHT,
 HL0603'CONTINUE EASTERLY ON TRACK ROAD FOR 0.7 MILE TO A FORK AND
 HL0603'SIGN BURNS CANYON-BLANCO RIVER, TAKE THE RIGHT ROAD AND GO
 HL0603'0.4 MILE TO A FORK, TAKE THE LEFT ROAD AND CONTINUE
 HL0603'EASTERLY FOR 1.8 MILES TO A SLOPING CUTBANK AND THE
 HL0603'AZIMUTH MARK ON THE LEFT, CONTINUE 0.25 MILE TO A FORK,
 HL0603'TAKE THE RIGHT ROAD SOUTH, FOLLOW DIM TRACK ROAD 0.55
 HL0603'MILE TO A SHEEP CORRAL ON THE RIGHT, CONTINUE SOUTHERLY, UP
 HL0603'OPEN BASIN FOR 0.7 MILE TO THE END OF TRUCK TRAVEL.
 HL0603'FROM HERE PACK SOUTHWEST DOWN INTO A VALLEY AND UP CREST OF
 HL0603'RIDGE TO HIGHEST HILL AND THE STATION, ABOUT A 1 HOUR PACK.
 HL0603'
 HL0603'THE STATION MARK IS A STANDARD DISK, STAMPED CAT 1958, CEMENTED
 HL0603'IN A DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND.  IT IS ABOUT
 HL0603'1 FOOT LOWER THAN THE HIGHEST POINT OF THE HILL.
 HL0603'
 HL0603'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CAT NO 1 1958,
 HL0603'CEMENTED IN THE TOP OF A 2 X 4 FOOT OUTCROP OF BEDROCK PROJECTING
 HL0603'3 INCHES.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION.
 HL0603'
 HL0603'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CAT NO 2 1958,
 HL0603'CEMENTED IN A DRILL HOLE IN THE TOP OF AN 18 X 36 INCH OUTCROP
 HL0603'OF BEDROCK PROJECTING 5 INCHES.  IT IS ABOUT 4 FEET LOWER THAN
 HL0603'THE STATION.
 HL0603'
 HL0603'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED CAT 1958, CEMENTED
 HL0603'IN A DRILL HOLE IN THE TOP OF A 12 X 20 INCH BOULDER PROJECTING
 HL0603'5 INCHES.  IT IS IN A WOODED AND BRUSHY AREA, 21 FEET NORTHEAST
 HL0603'OF THE CENTER OF THE TRACK ROAD AND 1 FOOT NORTHWEST OF A
 HL0603'WHITE WITNESS POST.  IT IS ABOUT 8 FEET HIGHER THAN THE ROAD
 HL0603'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0788 ***********************************************************************
 JL0788  DESIGNATION -  CATHEDRAL
 JL0788  PID         -  JL0788
 JL0788  STATE/COUNTY-  CO/HINSDALE
 JL0788  USGS QUAD   -  MINERAL MOUNTAIN (1983)
 JL0788
 JL0788                         *CURRENT SURVEY CONTROL
 JL0788  ___________________________________________________________________
 JL0788* NAD 83(1992)-  38 05 55.26378(N)    107 02 20.19294(W)     ADJUSTED  
 JL0788* NAVD 88     -      2992.0    (meters)    9816.     (feet)  VERTCON   
 JL0788  ___________________________________________________________________
 JL0788  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 JL0788  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 JL0788
 JL0788  HORZ ORDER  -  SECOND
 JL0788
 JL0788.The horizontal coordinates were established by classical geodetic methods
 JL0788.and adjusted by the National Geodetic Survey in January 1993..
 JL0788
 JL0788.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0788
 JL0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0788
 JL0788.The geoid height was determined by GEOID03.
 JL0788
 JL0788;                    North         East     Units Scale Factor Converg.
 JL0788;SPC CO S     -   464,845.086   779,426.101   MT  0.99995602   -0 56 38.2
 JL0788;SPC CO S     - 1,525,079.25  2,557,167.13   sFT  0.99995602   -0 56 38.2
 JL0788;SPC CO C     -   335,400.758   779,408.691   MT  1.00008759   -0 58 14.1
 JL0788;SPC CO C     - 1,100,393.99  2,557,110.01   sFT  1.00008759   -0 58 14.1
 JL0788;UTM  13      - 4,218,727.614   321,217.358   MT  0.99999367   -1 15 30.2
 JL0788
 JL0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0788!SPC CO S     -   0.99953304  x   0.99995602  =   0.99948908
 JL0788!SPC CO C     -   0.99953304  x   1.00008759  =   0.99962059
 JL0788!UTM  13      -   0.99953304  x   0.99999367  =   0.99952672
 JL0788
 JL0788:                Primary Azimuth Mark                     Grid Az
 JL0788:SPC CO S     -  CATHEDRAL AZ MK                          123 56 58.4
 JL0788:SPC CO C     -  CATHEDRAL AZ MK                          123 58 34.3
 JL0788:UTM  13      -  CATHEDRAL AZ MK                          124 15 50.4
 JL0788
 JL0788|---------------------------------------------------------------------|
 JL0788| PID    Reference Object                     Distance      Geod. Az  |
 JL0788|                                                           dddmmss.s |
 JL0788| CM6224 CATHEDRAL AZ MK                                    1230020.2 |
 JL0788| CM6225 CATHEDRAL RM 1                       16.435 METERS 21827     |
 JL0788| CM6226 CATHEDRAL RM 2                       19.620 METERS 30446     |
 JL0788|---------------------------------------------------------------------|
 JL0788
 JL0788                          SUPERSEDED SURVEY CONTROL
 JL0788
 JL0788  NAD 83(1986)-  38 05 55.26013(N)    107 02 20.19804(W) AD(       ) 2
 JL0788  NAD 27      -  38 05 55.27770(N)    107 02 18.02130(W) AD(       ) 2
 JL0788  NGVD 29 (07/19/86) 2990.3    (m)         9811.     (f) VERT ANG       
 JL0788
 JL0788.Superseded values are not recommended for survey control.
 JL0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0788.See file dsdata.txt to determine how the superseded data were derived.
 JL0788
 JL0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC2121718728(NAD 83)
 JL0788_MARKER: DS = TRIANGULATION STATION DISK
 JL0788_SETTING: 66 = SET IN ROCK OUTCROP
 JL0788
 JL0788  HISTORY     - Date     Condition        Report By
 JL0788  HISTORY     - 1958     MONUMENTED       CGS
 JL0788
 JL0788                          STATION DESCRIPTION
 JL0788
 JL0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 JL0788'STATION IS ON THE EAST EDGE OF A HIGH CLIFF,
 JL0788'OVERLOOKING CABOLLA AND SPRING CREEKS, THERE ARE SEVERAL
 JL0788'HIGHER PEAKS AROUND IT, IT IS ABOUT 15-1/2 MILES EAST AND 5
 JL0788'MILES NORTH OF LAKE CITY, 2-1/2 MILES SOUTH OF THE JUNCTION OF
 JL0788'CABOLLA CREEK AND ROCK CREEK AND 1/2 MILE NORTHWEST OF THE
 JL0788'JUNCTION OF CABOLLA CREEK AND SPRING CREEK.
 JL0788'
 JL0788'TO REACH THE STATION FROM THE STOP AND GO LIGHT AND THE JUNCTION
 JL0788'OF U.S. HIGHWAY 50 AND STATE HIGHWAY 135 IN GUNNISON, GO WEST
 JL0788'ON HIGHWAY 50 FOR 11.0 MILES TO THE JUNCTION OF U.S. HIGHWAY 50
 JL0788'AND STATE HIGHWAY 149, TURN LEFT, SOUTHERLY, ON HIGHWAY 149
 JL0788'FOR 15.3 MILES TO A FORK AT A SIGN LAKE CITY 30 - POWDERHORN.
 JL0788'TURN LEFT, EAST, AND FOLLOW GRAVELED ROAD FOR 1.4 MILES TO A
 JL0788'SMALL STORE AND A PHILLIP 66 GAS STATION ON THE RIGHT, CONTINUE
 JL0788'EASTERLY UP CABOLLA CREEK CANYON FOR 14.3 MILES TO A FORK AT A
 JL0788'SIGN LOS-PINOS-PASS 6 - LAKE CITY 24 AND AZIMUTH MARK ON THE
 JL0788'RIGHT, (A U.S. GEOLOGICAL BENCH MARK WAS USED FOR AN
 JL0788'AZIMUTH), KEEP RIGHT FORK, SOUTHEAST, FOR 0.3 MILE TO WHERE
 JL0788'THE ROAD BEARS TO THE LEFT AND END OF TRUCK TRAVEL, FROM
 JL0788'HERE PACK WESTERLY UP CANYON FOR ABOUT 0.25 MILE TO
 JL0788'WHERE THE CANYON FORKS, KEEP RIGHT FORK, NORTH-NORTHWEST, TO THE
 JL0788'TOP OF THE MESA, TURN RIGHT, EASTERLY, FOR ABOUT 100 YARDS TO
 JL0788'THE HIGHEST POINT AND STATION, THIS IS ABOUT A 1 HOUR PACK.
 JL0788'
 JL0788'STATION MARK IS A STANDARD DISK, STAMPED CATHEDRAL 1958, CEMENTED
 JL0788'IN A DRILL HOLE IN OUTCROPPING BEDROCK, MEASURING 18 IN X 10 IN,
 JL0788'IT IS FLUSH WITH THE GROUND SURFACE.
 JL0788'
 JL0788'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CATHEDRAL NO 1 1958,
 JL0788'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, MEASURING
 JL0788'10 FT X 10 FT, PROJECTING 3 INCHES.
 JL0788'
 JL0788'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CATHEDRAL NO 2
 JL0788'1958, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, MEASURING
 JL0788'6 FT X 5 FT, PROJECTING 2 INCHES.
 JL0788'
 JL0788'AZIMUTH MARK IS A STANDARD UNITED STATES GEOLOGICAL BENCH MARK
 JL0788'DISK WITH NO STAMPING, CEMENTED IN A DRILL HOLE IN A 4 FT X 4 FT
 JL0788'BOULDER PROJECTING 2 FEET.  IT IS 105 FEET WEST OF A GRAVELED
 JL0788'ROAD, 71 FEET WEST OF A POWERLINE POLE, 17 FEET WEST OF THE
 JL0788'SOUTH GATE POST OF A NORTH AND SOUTH ROAD RIGHT OF WAY FENCE AND
 JL0788'17 FEET NORTH OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0306 ***********************************************************************
 KM0306  DESIGNATION -  CATHEDRAL
 KM0306  PID         -  KM0306
 KM0306  STATE/COUNTY-  CO/RIO BLANCO
 KM0306  USGS QUAD   -  RAZORBACK RIDGE (1964)
 KM0306
 KM0306                         *CURRENT SURVEY CONTROL
 KM0306  ___________________________________________________________________
 KM0306* NAD 83(1992)-  39 43 39.71791(N)    108 33 00.70000(W)     ADJUSTED  
 KM0306* NAVD 88     -      2718.7    (meters)    8920.     (feet)  VERTCON   
 KM0306  ___________________________________________________________________
 KM0306  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 KM0306  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 KM0306
 KM0306  HORZ ORDER  -  SECOND
 KM0306
 KM0306.The horizontal coordinates were established by classical geodetic methods
 KM0306.and adjusted by the National Geodetic Survey in January 1993..
 KM0306
 KM0306.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0306
 KM0306.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0306
 KM0306.The geoid height was determined by GEOID03.
 KM0306
 KM0306;                    North         East     Units Scale Factor Converg.
 KM0306;SPC CO N     -   353,083.996   652,954.327   MT  0.99999824   -1 58 15.0
 KM0306;SPC CO N     - 1,158,409.74  2,142,234.32   sFT  0.99999824   -1 58 15.0
 KM0306;SPC CO C     -   519,485.515   652,952.565   MT  0.99999566   -1 55 25.4
 KM0306;SPC CO C     - 1,704,345.39  2,142,228.54   sFT  0.99999566   -1 55 25.4
 KM0306;UTM  12      - 4,400,404.993   709,954.768   MT  1.00014273   +1 33 58.8
 KM0306
 KM0306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0306!SPC CO N     -   0.99957615  x   0.99999824  =   0.99957439
 KM0306!SPC CO C     -   0.99957615  x   0.99999566  =   0.99957181
 KM0306!UTM  12      -   0.99957615  x   1.00014273  =   0.99971882
 KM0306
 KM0306:                Primary Azimuth Mark                     Grid Az
 KM0306:SPC CO N     -  CATHEDRAL AZ MK                          028 38 39.4
 KM0306:SPC CO C     -  CATHEDRAL AZ MK                          028 35 49.8
 KM0306:UTM  12      -  CATHEDRAL AZ MK                          025 06 25.6
 KM0306
 KM0306|---------------------------------------------------------------------|
 KM0306| PID    Reference Object                     Distance      Geod. Az  |
 KM0306|                                                           dddmmss.s |
 KM0306| CM6221 CATHEDRAL AZ MK                                    0264024.4 |
 KM0306| KM0307 CATHEDRAL RM                          1.565 METERS 02939     |
 KM0306| CM6222 CATHEDRAL RM 1                       14.648 METERS 22456     |
 KM0306| CM6223 CATHEDRAL RM 2                       12.211 METERS 29243     |
 KM0306|---------------------------------------------------------------------|
 KM0306
 KM0306                          SUPERSEDED SURVEY CONTROL
 KM0306
 KM0306  NAD 83(1986)-  39 43 39.71189(N)    108 33 00.69428(W) AD(       ) 2
 KM0306  NAD 27      -  39 43 39.80800(N)    108 32 58.34900(W) AD(       ) 2
 KM0306  NGVD 29 (07/19/86) 2717.3    (m)         8915.     (f) VERT ANG       
 KM0306
 KM0306.Superseded values are not recommended for survey control.
 KM0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0306.See file dsdata.txt to determine how the superseded data were derived.
 KM0306
 KM0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYK0995500405(NAD 83)
 KM0306_MARKER: DS = TRIANGULATION STATION DISK
 KM0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0306
 KM0306  HISTORY     - Date     Condition        Report By
 KM0306  HISTORY     - 1937     MONUMENTED       CGS
 KM0306  HISTORY     - 1964     GOOD             USGS
 KM0306
 KM0306                          STATION DESCRIPTION
 KM0306
 KM0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KM0306'STATION IS ON THE HIGHEST POINT OF CATHEDRAL RIDGE.  ABOUT
 KM0306'70 MILES WNW OF RIFLE, COLORADO.  32 MILES W OF RIO BLANCO STORE
 KM0306'AND POST OFFICE.  AND ABOUT 2-1/2 MILES N OF THE GARFIELD
 KM0306'COUNTY LINE.  IN THE PASTURE LAND OF MR. HARRY ANDERSONS BAR
 KM0306'D RANCH.  STATION IS ON HIGHEST PART OF BARE RIDGE.  50-1/2
 KM0306'METERS SSW OF HUCKLEBERRY CLUMP AT N EDGE OF RIDGE.  67 METERS
 KM0306'NNE OF CLUMP AT S EDGE OF RIDGE.  38 METERS SSE OF SOUTHERNMOST
 KM0306'CLUMP AT W EDGE OF RIDGE.  AND 66-1/2 METERS W OF WESTERNMOST
 KM0306'CLUMP ON E EDGE OF RIDGE.
 KM0306'
 KM0306'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KM0306'BRONZE DISKS SET IN CONCRETE.
 KM0306'
 KM0306'REFERENCE MARK NO. 1 PROJECTS 4 INCHES ABOVE GROUND AND IS
 KM0306'2 FEET LOWER THAN STATION.
 KM0306'
 KM0306'REFERENCE MARK NO. 2 PROJECTS 2 INCHES ABOVE GROUND AND IS
 KM0306'1 FOOT LOWER THAN STATION.
 KM0306'
 KM0306'AZIMUTH MARK IS ABOUT 1,920 FEET NNE OF STATION ON THE SLIGHTLY
 KM0306'LOWER RIDGE ACROSS A SHALLOW SADDLE.  MARK IS SET IN A TRIANGULAR
 KM0306'CONCRETE BLOCK PROJECTING 12 INCHES ABOVE GROUND ON THE HIGHEST
 KM0306'PART OF THE BARE RIDGE.
 KM0306'
 KM0306'U.S.G.S. MARK IS A GROUP OF 8D NAILS CEMENTED IN A FLAT ROCK
 KM0306'ABOUT 1 FOOT WIDE, 2 FEET LONG, AND 6 INCHES THICK, LYING
 KM0306'LOOSE ON THE GROUND.  THE LETTERS U.S. ARE CHISELED IN THE TOP
 KM0306'OF THE ROCK.
 KM0306'
 KM0306'TO REACH FROM RIFLE, COLORADO, GO ON STATE HIGHWAY 13 TO RIO
 KM0306'BLANCO, 19 MILES TO STORE AND POST OFFICE.  TURN LEFT ON GRADED
 KM0306'DIRT ROAD ALONG PICEANCE CREEK AND GO 23.8 MILES TO FORK.  TAKE
 KM0306'RIGHT FORK, PASSING SCHOOLHOUSE, AND GO 3.75 MILES TO SIDE
 KM0306'ROAD LEFT.  TURN LEFT, CROSSING PICEANCE CREEK, AND GO 0.35
 KM0306'MILE TO RANCH HOUSE GATE.  PASS THROUGH GATE AND GO ALONG
 KM0306'MAIN-TRAVELED ROAD UP RYAN GULCH 5.65 MILES TO FORK AT SCHOOL
 KM0306'HOUSE AND CORRALS.  TAKE LEFT FORK AND GO 3.25 MILES TO GATE ON
 KM0306'LEFT AT REAGLES RANCH HOUSE.  PASS THROUGH GATE AND BY RANCH
 KM0306'HOUSE S ALONG MAIN-TRAVELED ROAD 0.9 MILE TO DIM FORK.  TAKE
 KM0306'LEFT FORK AND GO 0.25 MILE TO A DIM FORK.  TAKE RIGHT FORK
 KM0306'UP RIDGES ALONG MAIN-TRAVELED ROAD IN S DIRECTION 8.0 MILES TO
 KM0306'AN OLD DIM TRAIL.  CONTINUE ON LEFT FORK ALONG
 KM0306'MAIN-TRAVELED ROAD 0.9 MILE TO A FORK.  TAKE RIGHT FORK
 KM0306'ALONG LITTLE-USED TRAIL ROAD S UP AND DOWN HILL 2.4 MILES
 KM0306'TO INTERSECTION WITH WELL-TRAVELED ROAD.  CONTINUE DOWN HILL 0.35
 KM0306'MILE TO CORRALS AND SHED AT EDGE OF CREEK.  GO THROUGH
 KM0306'GATE AND UP HILL, PASSING CLOSE BY A SMALL CABIN, 1.25
 KM0306'MILES TO TOP OF RIDGE AND STATION.
 KM0306'
 KM0306'ALL DISTANCES IN FEET AND METERS ARE ACTUAL MEASUREMENTS IN
 KM0306'THE FIELD.
 KM0306
 KM0306                          STATION RECOVERY (1964)
 KM0306
 KM0306'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (JMA)
 KM0306'REVISED TO REACH DESCRIPTION--TO REACH FROM THE POST OFFICE
 KM0306'IN RANGELY, COLORADO, GO EAST ON STATE HWY. 64 FOR 0.8 MILE,
 KM0306'THENCE 17.5 MILES SOUTH ALONG COUNTY ROAD 139, THENCE SE AND S
 KM0306'FOR 12.3 MILES ALONG COUNTY ROAD 27, THENCE 8.6 MILES SE AND
 KM0306'S ALONG AN IMPROVED DIRT ROAD TO Y-ROAD, TAKE LEFT FORK FOR 0.3
 KM0306'MILE TO Y-ROAD, TAKE RIGHT FORK FOR 0.6 MILE TO A GATE, CONTINUE
 KM0306'EASTERLY FOR 1.4 MILES TO Y-ROAD, TAKE LEFT FORK FOR 1.1 MILES
 KM0306'TO GATE, CONTINUE EASTERLY FOR 3.7 MILES TO Y-ROAD, TAKE RIGHT
 KM0306'FORK FOR 0.4 MILE TO X-ROAD, TAKE LEFT FORK UPHILL FOR 1.5
 KM0306'MILES TO Y-ROAD, GO STRAIGHT AHEAD (N) FOR 1.4 MILES TO
 KM0306'Y-ROAD, GO 0.1 MILE N, PASS THROUGH GATE AND FOLLOW DIM
 KM0306'TRACK ROAD N FOR 0.2 MILE TO T-ROAD, GO LEFT UP HILL FOR
 KM0306'0.1 MILE TO Y-ROAD, TAKE RIGHT FORK FOR 0.1 MILE TO
 KM0306'GATE, CONTINUE N FOR 0.4 MILE TO Y-ROAD, TAKE LEFT FORK FOR 0.2
 KM0306'MILE TO Y-ROAD, TAKE RIGHT FORK FOR 0.3 MILE TO TOP OF
 KM0306'RIDGE AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0791 ***********************************************************************
 KL0791  DESIGNATION -  CATHEDRAL
 KL0791  PID         -  KL0791
 KL0791  STATE/COUNTY-  CO/PITKIN
 KL0791  USGS QUAD   -  HAYDEN PEAK (1987)
 KL0791
 KL0791                         *CURRENT SURVEY CONTROL
 KL0791  ___________________________________________________________________
 KL0791* NAD 83(1992)-  39 02 03.93188(N)    106 51 32.27613(W)     ADJUSTED  
 KL0791* NAVD 88     -      4252.1    (meters)   13950.     (feet)  VERTCON   
 KL0791  ___________________________________________________________________
 KL0791  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 KL0791  GEOID HEIGHT-         -13.66  (meters)                     GEOID03
 KL0791
 KL0791  HORZ ORDER  -  THIRD
 KL0791
 KL0791.The horizontal coordinates were established by classical geodetic methods
 KL0791.and adjusted by the National Geodetic Survey in January 1993..
 KL0791
 KL0791.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0791
 KL0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0791
 KL0791.The geoid height was determined by GEOID03.
 KL0791
 KL0791;                    North         East     Units Scale Factor Converg.
 KL0791;SPC CO C     -   439,010.342   796,748.444   MT  0.99993658   -0 51 25.5
 KL0791;SPC CO C     - 1,440,319.76  2,613,998.85   sFT  0.99993658   -0 51 25.5
 KL0791;UTM  13      - 4,322,241.016   339,101.041   MT  0.99991878   -1 10 15.6
 KL0791
 KL0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0791!SPC CO C     -   0.99933545  x   0.99993658  =   0.99927207
 KL0791!UTM  13      -   0.99933545  x   0.99991878  =   0.99925428
 KL0791
 KL0791                          SUPERSEDED SURVEY CONTROL
 KL0791
 KL0791  NAD 83(1986)-  39 02 03.92562(N)    106 51 32.28251(W) AD(       ) 3
 KL0791  NGVD 29 (11/04/91) 4250.0    (m)        13944.     (f) VERT ANG       
 KL0791
 KL0791.Superseded values are not recommended for survey control.
 KL0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0791.See file dsdata.txt to determine how the superseded data were derived.
 KL0791
 KL0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD3910122241(NAD 83)
 KL0791_MARKER: DD = SURVEY DISK
 KL0791_SETTING: 66 = SET IN ROCK OUTCROP
 KL0791_SP_SET: SET IN BEDROCK
 KL0791_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0791+STABILITY: POSITION/ELEVATION WELL
 KL0791
 KL0791  HISTORY     - Date     Condition        Report By
 KL0791  HISTORY     - 1959     MONUMENTED       USGS
 KL0791
 KL0791                          STATION DESCRIPTION
 KL0791
 KL0791'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 KL0791'STATION IS LOCATED 10.0 MI. (AIRLINE) SSW. OF ASPEN, COLORADO, 11.0
 KL0791'MI. (AIRLINE) NE. OF CRESTED BUTTE, COLORADO, ON THE HIGHEST POINT
 KL0791'OF CATHEDRAL PK.
 KL0791'
 KL0791'STATION MARK--A STANDARD TABLET STAMPED---CATHEDRAL 1959---, SET
 KL0791'IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0547 ***********************************************************************
 LN0547  DESIGNATION -  CATHEDRAL ET
 LN0547  PID         -  LN0547
 LN0547  STATE/COUNTY-  CO/RIO BLANCO
 LN0547  USGS QUAD   -  CALAMITY RIDGE (1962)
 LN0547
 LN0547                         *CURRENT SURVEY CONTROL
 LN0547  ___________________________________________________________________
 LN0547* NAD 83(1992)-  40 02 43.24908(N)    108 33 00.78509(W)     ADJUSTED  
 LN0547* NAVD 88     -      2527.6    (meters)    8293.     (feet)  VERTCON   
 LN0547  ___________________________________________________________________
 LN0547  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 LN0547  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 LN0547
 LN0547  HORZ ORDER  -  THIRD
 LN0547
 LN0547.The horizontal coordinates were established by classical geodetic methods
 LN0547.and adjusted by the National Geodetic Survey in January 1993..
 LN0547
 LN0547.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0547
 LN0547.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0547
 LN0547.The geoid height was determined by GEOID03.
 LN0547
 LN0547;                    North         East     Units Scale Factor Converg.
 LN0547;SPC CO N     -   388,331.620   654,165.218   MT  0.99996324   -1 58 15.1
 LN0547;SPC CO N     - 1,274,051.32  2,146,207.05   sFT  0.99996324   -1 58 15.1
 LN0547;UTM  12      - 4,435,665.801   708,985.346   MT  1.00013769   +1 34 36.3
 LN0547
 LN0547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0547!SPC CO N     -   0.99960620  x   0.99996324  =   0.99956946
 LN0547!UTM  12      -   0.99960620  x   1.00013769  =   0.99974384
 LN0547
 LN0547:                Primary Azimuth Mark                     Grid Az
 LN0547:SPC CO N     -  GREASEWOOD                               358 18 22.6
 LN0547:UTM  12      -  GREASEWOOD                               354 45 31.2
 LN0547
 LN0547|---------------------------------------------------------------------|
 LN0547| PID    Reference Object                     Distance      Geod. Az  |
 LN0547|                                                           dddmmss.s |
 LN0547| LN0545 GREASEWOOD                          APPROX. 5.0 KM 3562007.5 |
 LN0547|---------------------------------------------------------------------|
 LN0547
 LN0547                          SUPERSEDED SURVEY CONTROL
 LN0547
 LN0547  NAD 83(1986)-  40 02 43.24384(N)    108 33 00.78481(W) AD(       ) 3
 LN0547  NAD 27      -  40 02 43.34802(N)    108 32 58.42947(W) AD(       ) 3
 LN0547  NGVD 29 (07/19/86) 2526.2    (m)         8288.     (f) VERT ANG       
 LN0547
 LN0547.Superseded values are not recommended for survey control.
 LN0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0547.See file dsdata.txt to determine how the superseded data were derived.
 LN0547
 LN0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK0898535666(NAD 83)
 LN0547_MARKER: DD = SURVEY DISK
 LN0547_SETTING: 0 = UNSPECIFIED SETTING
 LN0547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0547
 LN0547  HISTORY     - Date     Condition        Report By
 LN0547  HISTORY     - 1961     MONUMENTED       USGS
 LN0547
 LN0547                          STATION DESCRIPTION
 LN0547
 LN0547'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 LN0547'STATION LOCATED ABOUT 3.0 MI. S. AND 14.0 MI. E. OF RANGELY, ON HIGH,
 LN0547'ROUND, BALD TOP IN CATHEDRAL BLUFFS, AT HEAD OF FLETCHER GULCH,
 LN0547'GREASEWOOD CREEK AND NORTH FORK OF DUCK CREEK.
 LN0547'
 LN0547'TO REACH FROM RANGELY POST OFFICE, PROCEED EASTERLY ALONG STATE
 LN0547'HIGHWAY 64 17.3 MI. TO ZANDY MOBLEY RANCH, WHERE A KEY MUST BE
 LN0547'OBTAINED TO REACH THE STATION, THENCE EASTERLY ALONG HIGHWAY 64 0.4
 LN0547'MI. TO TOP OF HILL AND T-RD. S., UP MONUMENT GULCH, THENCE S. 0.8
 LN0547'MI. TO Y-RD., TAKE RIGHT FORK SOUTHERLY 1.0 MI. TO FENCE AND GATE
 LN0547'WHICH WILL BE LOCKED, PROCEED THROUGH GATE, CONTINUE S. 3.9 MI. TO
 LN0547'GATE AND T-RD. E., PASS THROUGH GATE, THENCE PROCEED SOUTHERLY 1.2
 LN0547'MI. TO SECOND T-RD. AND FENCE, CONTINUE SOUTHERLY THROUGH GATE 3.4
 LN0547'MI., PASSING PROMINENT TOP AND STATION, TURN LEFT OFF OF RD. AND
 LN0547'PROCEED NORTHEASTERLY UP RIDGE TO TOP AND STATION.
 LN0547'
 LN0547'STATION MARK--STANDARD TABLET SET IN 36 IN. CONCRETE POST PROJECTING
 LN0547'6 IN. ABOVE GROUND, STAMPED ---CATHEDRAL-ET 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0307 ***********************************************************************
 KM0307  DESIGNATION -  CATHEDRAL RM
 KM0307  PID         -  KM0307
 KM0307  STATE/COUNTY-  CO/RIO BLANCO
 KM0307  USGS QUAD   -  RAZORBACK RIDGE (1964)
 KM0307
 KM0307                         *CURRENT SURVEY CONTROL
 KM0307  ___________________________________________________________________
 KM0307* NAD 83(1992)-  39 43 39.76201(N)    108 33 00.66749(W)     ADJUSTED  
 KM0307* NAVD 88     -      2718.     (meters)    8917.     (feet)  SCALED    
 KM0307  ___________________________________________________________________
 KM0307  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 KM0307  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 KM0307
 KM0307  HORZ ORDER  -  SECOND
 KM0307
 KM0307.The horizontal coordinates were established by classical geodetic methods
 KM0307.and adjusted by the National Geodetic Survey in January 1993..
 KM0307
 KM0307.The orthometric height was scaled from a topographic map.
 KM0307
 KM0307.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0307
 KM0307.The geoid height was determined by GEOID03.
 KM0307
 KM0307;                    North         East     Units Scale Factor Converg.
 KM0307;SPC CO N     -   353,085.329   652,955.148   MT  0.99999824   -1 58 15.0
 KM0307;SPC CO N     - 1,158,414.12  2,142,237.01   sFT  0.99999824   -1 58 15.0
 KM0307;SPC CO C     -   519,486.849   652,953.384   MT  0.99999567   -1 55 25.4
 KM0307;SPC CO C     - 1,704,349.77  2,142,231.23   sFT  0.99999567   -1 55 25.4
 KM0307;UTM  12      - 4,400,406.374   709,955.505   MT  1.00014273   +1 33 58.8
 KM0307
 KM0307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0307!SPC CO N     -   0.99957620  x   0.99999824  =   0.99957444
 KM0307!SPC CO C     -   0.99957620  x   0.99999567  =   0.99957187
 KM0307!UTM  12      -   0.99957620  x   1.00014273  =   0.99971887
 KM0307
 KM0307                          SUPERSEDED SURVEY CONTROL
 KM0307
 KM0307  NAD 83(1986)-  39 43 39.75600(N)    108 33 00.66177(W) AD(       ) 2
 KM0307  NAD 27      -  39 43 39.85200(N)    108 32 58.31600(W) AD(       ) 2
 KM0307
 KM0307.Superseded values are not recommended for survey control.
 KM0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0307.See file dsdata.txt to determine how the superseded data were derived.
 KM0307
 KM0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYK0995600406(NAD 83)
 KM0307_MARKER: N = NAIL
 KM0307_SETTING: 0 = UNSPECIFIED SETTING
 KM0307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0307
 KM0307  HISTORY     - Date     Condition        Report By
 KM0307  HISTORY     - 1937     MONUMENTED       USGS
 KM0307
 KM0307                          STATION DESCRIPTION
 KM0307
 KM0307'DESCRIBED BY US GEOLOGICAL SURVEY 1937
 KM0307'STATION CATHEDRAL IS ON THE HIGHEST POINT OF CATHEDRAL RIDGE.  ABOUT
 KM0307'70 MILES WNW OF RIFLE, COLORADO.  32 MILES W OF RIO BLANCO STORE
 KM0307'AND POST OFFICE.  AND ABOUT 2-1/2 MILES N OF THE GARFIELD
 KM0307'COUNTY LINE.  IN THE PASTURE LAND OF MR. HARRY ANDERSONS BAR
 KM0307'D RANCH.  STATION IS ON HIGHEST PART OF BARE RIDGE.  50-1/2
 KM0307'METERS SSW OF HUCKLEBERRY CLUMP AT N EDGE OF RIDGE.  67 METERS
 KM0307'NNE OF CLUMP AT S EDGE OF RIDGE.  38 METERS SSE OF SOUTHERNMOST
 KM0307'CLUMP AT W EDGE OF RIDGE.  AND 66-1/2 METERS W OF WESTERNMOST
 KM0307'CLUMP ON E EDGE OF RIDGE.
 KM0307'
 KM0307'TO REACH CATHEDRAL FROM RIFLE, COLORADO, GO ON STATE HIGHWAY 13 TO RIO
 KM0307'BLANCO, 19 MILES TO STORE AND POST OFFICE.  TURN LEFT ON GRADED
 KM0307'DIRT ROAD ALONG PICEANCE CREEK AND GO 23.8 MILES TO FORK.  TAKE
 KM0307'RIGHT FORK, PASSING SCHOOLHOUSE, AND GO 3.75 MILES TO SIDE
 KM0307'ROAD LEFT.  TURN LEFT, CROSSING PICEANCE CREEK, AND GO 0.35
 KM0307'MILE TO RANCH HOUSE GATE.  PASS THROUGH GATE AND GO ALONG
 KM0307'MAIN-TRAVELED ROAD UP RYAN GULCH 5.65 MILES TO FORK AT SCHOOL
 KM0307'HOUSE AND CORRALS.  TAKE LEFT FORK AND GO 3.25 MILES TO GATE ON
 KM0307'LEFT AT REAGLES RANCH HOUSE.  PASS THROUGH GATE AND BY RANCH
 KM0307'HOUSE S ALONG MAIN-TRAVELED ROAD 0.9 MILE TO DIM FORK.  TAKE
 KM0307'LEFT FORK AND GO 0.25 MILE TO A DIM FORK.  TAKE RIGHT FORK
 KM0307'UP RIDGES ALONG MAIN-TRAVELED ROAD IN S DIRECTION 8.0 MILES TO
 KM0307'AN OLD DIM TRAIL.  CONTINUE ON LEFT FORK ALONG
 KM0307'MAIN-TRAVELED ROAD 0.9 MILE TO A FORK.  TAKE RIGHT FORK
 KM0307'ALONG LITTLE-USED TRAIL ROAD S UP AND DOWN HILL 2.4 MILES
 KM0307'TO INTERSECTION WITH WELL-TRAVELED ROAD.  CONTINUE DOWN HILL 0.35
 KM0307'MILE TO CORRALS AND SHED AT EDGE OF CREEK.  GO THROUGH
 KM0307'GATE AND UP HILL, PASSING CLOSE BY A SMALL CABIN, 1.25
 KM0307'MILES TO TOP OF RIDGE AND STATION.
 KM0307'
 KM0307'U.S.G.S. MARK IS A GROUP OF 8D NAILS CEMENTED IN A FLAT ROCK
 KM0307'ABOUT 1 FOOT WIDE, 2 FEET LONG, AND 6 INCHES THICK, LYING
 KM0307'LOOSE ON THE GROUND.  THE LETTERS U.S. ARE CHISELED IN THE TOP
 KM0307'OF THE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0686 ***********************************************************************
 KL0686  DESIGNATION -  CATHERINE
 KL0686  PID         -  KL0686
 KL0686  STATE/COUNTY-  CO/GARFIELD
 KL0686  USGS QUAD   -  CARBONDALE (1987)
 KL0686
 KL0686                         *CURRENT SURVEY CONTROL
 KL0686  ___________________________________________________________________
 KL0686* NAD 83(1992)-  39 24 58.19850(N)    107 12 44.16117(W)     ADJUSTED  
 KL0686* NAVD 88     -      1878.3    (meters)    6162.     (feet)  VERTCON   
 KL0686  ___________________________________________________________________
 KL0686  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 KL0686  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 KL0686
 KL0686  HORZ ORDER  -  SECOND
 KL0686
 KL0686.The horizontal coordinates were established by classical geodetic methods
 KL0686.and adjusted by the National Geodetic Survey in January 1993..
 KL0686
 KL0686.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0686
 KL0686.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0686
 KL0686.The geoid height was determined by GEOID03.
 KL0686
 KL0686;                    North         East     Units Scale Factor Converg.
 KL0686;SPC CO C     -   481,898.075   766,963.075   MT  0.99995100   -1 04 47.7
 KL0686;SPC CO C     - 1,581,027.27  2,516,278.02   sFT  0.99995100   -1 04 47.7
 KL0686;UTM  13      - 4,365,295.803   309,553.898   MT  1.00004658   -1 24 18.4
 KL0686
 KL0686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0686!SPC CO C     -   0.99970774  x   0.99995100  =   0.99965875
 KL0686!UTM  13      -   0.99970774  x   1.00004658  =   0.99975430
 KL0686
 KL0686|---------------------------------------------------------------------|
 KL0686| PID    Reference Object                     Distance      Geod. Az  |
 KL0686|                                                           dddmmss.s |
 KL0686| KL0685 CATHERINE 2                          75.296 METERS 01545     |
 KL0686| CM6230 CATHERINE 2 AZ MK                                  0504726.3 |
 KL0686| CM6228 CATHERINE RM 1                        5.566 METERS 06116     |
 KL0686| KL0687 CATHERINE 2 PT A                     39.011 METERS 06629     |
 KL0686| CM6227 CATHERINE AZ MK                                    0875337.4 |
 KL0686| CM6229 CATHERINE RM 2                        5.295 METERS 31134     |
 KL0686|---------------------------------------------------------------------|
 KL0686
 KL0686                          SUPERSEDED SURVEY CONTROL
 KL0686
 KL0686  NAD 83(1986)-  39 24 58.19415(N)    107 12 44.16317(W) AD(       ) 2
 KL0686  NAD 27      -  39 24 58.26700(N)    107 12 41.97800(W) AD(       ) 2
 KL0686  NGVD 29 (07/19/86) 1876.9    (m)         6158.     (f) VERT ANG       
 KL0686
 KL0686.Superseded values are not recommended for survey control.
 KL0686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0686.See file dsdata.txt to determine how the superseded data were derived.
 KL0686
 KL0686_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD0955465296(NAD 83)
 KL0686_MARKER: DS = TRIANGULATION STATION DISK
 KL0686_SETTING: 80 = SET IN A BOULDER
 KL0686_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KL0686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0686
 KL0686  HISTORY     - Date     Condition        Report By
 KL0686  HISTORY     - 1953     MONUMENTED       CGS
 KL0686  HISTORY     - 1960     GOOD             USGS
 KL0686  HISTORY     - 1970     GOOD             NGS
 KL0686  HISTORY     - 20030703 MARK NOT FOUND   USPSQD
 KL0686
 KL0686                          STATION DESCRIPTION
 KL0686
 KL0686'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KL0686'THE STATION IS LOCATED ABOUT 3-1/4 MILES WEST-NORTHWEST
 KL0686'OF THE CATHERINE STORE, 1 MILE NORTH-NORTHEAST OF CARBONDALE
 KL0686'AND ON THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY 82.  IT IS
 KL0686'35 FEET NORTH OF THE CENTER OF THE HIGHWAY AND 30 FEET SOUTHWEST
 KL0686'OF A LARGE SIGN.  THE MARK IS SET FLUSH IN A BOULDER AND
 KL0686'IS STAMPED CATHERINE 1953.
 KL0686'
 KL0686'REFERENCE MARK NO. 1 IS AT THE NORTH EDGE OF THE HIGHWAY
 KL0686'RIGHT-OF-WAY AND 12 FEET SOUTHWEST OF A LARGE SIGN.  THE
 KL0686'MARK IS SET FLUSH IN A BOULDER AND IS STAMPED CATHERINE NO 1
 KL0686'1953.
 KL0686'
 KL0686'REFERENCE MARK NO. 2 IS AT THE NORTH EDGE OF THE HIGHWAY
 KL0686'RIGHT-OF-WAY AND 2 FEET ABOVE THE LEVEL OF THE STATION.  THE
 KL0686'MARK IS SET FLUSH IN A BOULDER AND IS STAMPED CATHERINE NO
 KL0686'2 1953.
 KL0686'
 KL0686'THE DISTANCE BETWEEN REFERENCE MARKS IS 29.1 FEET.
 KL0686'
 KL0686'THE AZIMUTH MARK IS 20 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 KL0686'20 FEET SOUTH OF A FENCE LINE AND 8 FEET EAST-NORTHEAST OF
 KL0686'THE CENTER OF A CULVERT HEADWALL.  THE MARK IS SET FLUSH
 KL0686'IN A BOULDER AND IS STAMPED CATHERINE 1953.
 KL0686'
 KL0686'TO REACH THE STATION FROM THE POST OFFICE IN CARBONDALE,
 KL0686'GO NORTHWEST ON STATE HIGHWAY 133 FOR 1.25 MILES TO THE
 KL0686'JUNCTION OF STATE HIGHWAY 82.  TURN RIGHT AND GO EAST ON
 KL0686'STATE HIGHWAY 82 FOR 0.5 MILE TO A LARGE SIGN AND THE STATION
 KL0686'ON THE LEFT AS DESCRIBED.  CONTINUE EASTERLY ON THE HIGHWAY
 KL0686'FOR 0.35 MILE TO A CULVERT AND THE AZIMUTH MARK ON THE LEFT
 KL0686'AS DESCRIBED.
 KL0686
 KL0686                          STATION RECOVERY (1960)
 KL0686
 KL0686'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 KL0686'RECOVERED.
 KL0686
 KL0686                          STATION RECOVERY (1970)
 KL0686
 KL0686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 KL0686'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 KL0686'THE AZIMUTH MARK COULD NOT BE RECOVERED.  THE STATION WAS
 KL0686'IN THE WAY OF HIGHWAY CONSTRUCTION AND WAS MOVED AT THIS TIME
 KL0686'AT THE REQUEST OF THE COLO. HIGHWAY DEPARTMENT AND PRIVATE
 KL0686'ENGINEERS.  THE OLD STATION IS BEING USED BY THE HIGHWAY
 KL0686'DEPARTMENT AND WAS LEFT IN PLACE AT THEIR REQUEST.
 KL0686'
 KL0686'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE
 KL0686'NORTH-NORTHEAST OF CARBONDALE
 KL0686
 KL0686                          STATION RECOVERY (2003)
 KL0686
 KL0686'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 KL0686'DID NOT FIND THE STATION MARK NOR RM 1, RM2,OR THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0685 ***********************************************************************
 KL0685  DESIGNATION -  CATHERINE 2
 KL0685  PID         -  KL0685
 KL0685  STATE/COUNTY-  CO/GARFIELD
 KL0685  USGS QUAD   -  CARBONDALE (1987)
 KL0685
 KL0685                         *CURRENT SURVEY CONTROL
 KL0685  ___________________________________________________________________
 KL0685* NAD 83(1992)-  39 25 00.54845(N)    107 12 43.30719(W)     ADJUSTED  
 KL0685* NAVD 88     -      1879.     (meters)    6165.     (feet)  SCALED    
 KL0685  ___________________________________________________________________
 KL0685  LAPLACE CORR-           4.32  (seconds)                    DEFLEC99
 KL0685  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 KL0685
 KL0685  HORZ ORDER  -  THIRD
 KL0685
 KL0685.The horizontal coordinates were established by classical geodetic methods
 KL0685.and adjusted by the National Geodetic Survey in January 1993..
 KL0685
 KL0685.The orthometric height was scaled from a topographic map.
 KL0685
 KL0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0685
 KL0685.The geoid height was determined by GEOID03.
 KL0685
 KL0685;                    North         East     Units Scale Factor Converg.
 KL0685;SPC CO C     -   481,970.146   766,984.865   MT  0.99995106   -1 04 47.1
 KL0685;SPC CO C     - 1,581,263.72  2,516,349.51   sFT  0.99995106   -1 04 47.1
 KL0685;UTM  13      - 4,365,367.756   309,576.098   MT  1.00004648   -1 24 17.9
 KL0685
 KL0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0685!SPC CO C     -   0.99970756  x   0.99995106  =   0.99965864
 KL0685!UTM  13      -   0.99970756  x   1.00004648  =   0.99975403
 KL0685
 KL0685:                Primary Azimuth Mark                     Grid Az
 KL0685:SPC CO C     -  CATHERINE 2 AZ MK                        065 12 15.0
 KL0685:UTM  13      -  CATHERINE 2 AZ MK                        065 31 45.8
 KL0685
 KL0685|---------------------------------------------------------------------|
 KL0685| PID    Reference Object                     Distance      Geod. Az  |
 KL0685|                                                           dddmmss.s |
 KL0685| CM6230 CATHERINE 2 AZ MK                                  0640727.9 |
 KL0685| CM6231 CATHERINE 2 RM 3                      6.548 METERS 15950     |
 KL0685| KL0687 CATHERINE 2 PT A                     58.941 METERS 16455     |
 KL0685| KL0683 W SOPRIS                            APPROX.17.3 KM 1693732.4 |
 KL0685| KL0686 CATHERINE                            75.296 METERS 19545     |
 KL0685| CM6232 CATHERINE 2 RM 4                      7.127 METERS 21505     |
 KL0685|---------------------------------------------------------------------|
 KL0685
 KL0685                          SUPERSEDED SURVEY CONTROL
 KL0685
 KL0685  NAD 83(1986)-  39 25 00.54410(N)    107 12 43.30919(W) AD(       ) 3
 KL0685  NAD 27      -  39 25 00.61697(N)    107 12 41.12405(W) AD(       ) 3
 KL0685
 KL0685.Superseded values are not recommended for survey control.
 KL0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0685.See file dsdata.txt to determine how the superseded data were derived.
 KL0685
 KL0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD0957665368(NAD 83)
 KL0685_MARKER: DS = TRIANGULATION STATION DISK
 KL0685_SETTING: 80 = SET IN A BOULDER
 KL0685_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KL0685
 KL0685  HISTORY     - Date     Condition        Report By
 KL0685  HISTORY     - 1970     MONUMENTED       NGS
 KL0685  HISTORY     - 20030703 MARK NOT FOUND   USPSQD
 KL0685
 KL0685                          STATION DESCRIPTION
 KL0685
 KL0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 KL0685'THE STATION IS LOCATED ON TOP OF A RIDGE ALONG THE NORTH
 KL0685'SIDE OF COLORADO STATE HIGHWAY 82.  IT IS 1.0 MILE AIRLINE
 KL0685'FROM THE CENTER OF CARBONDALE, ON PROPERTY OWNED BY THE
 KL0685'BUREAU OF LAND MANAGEMENT.  THE PLANS FOR THE NEW HIGHWAY
 KL0685'ARE INCOMPLETE AT THIS TIME.  THE STATION WILL BE FROM 20 TO
 KL0685'100 FEET NORTH OF THE NEW ROAD.
 KL0685'
 KL0685'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 133
 KL0685'AND 82 AT THE NORTH END OF CARBONDALE, GO EAST ALONG 82 FOR
 KL0685'0.5 MILE TO THE STATION ON THE LEFT.
 KL0685'
 KL0685'THE STATION MARK IS A STANDARD DISK STAMPED, CATHERINE 2 1970,
 KL0685'IT IS SET IN A DRILL HOLE IN THE TOP OF A 2-1/2 FOOT BOULDER
 KL0685'WHICH PROJECTS 1 FOOT.  IT IS ABOUT 100 FEET WEST OF A LARGE
 KL0685'WASH AND 6 FEET EAST OF THE WITNESS POST.
 KL0685'
 KL0685'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, CATHERINE 2 NO 3
 KL0685'1970.  IT IS SET IN A DRILL HOLE IN THE TOP OF A 1 X 3 FOOT
 KL0685'BOULDER WHICH PROJECTS 10 INCHES ON THE LOW SIDE.  IT IS ABOUT
 KL0685'THE SAME ELEVATION AS THE STATION AND 14 FEET SOUTHWEST OF THE
 KL0685'WITNESS POST.
 KL0685'
 KL0685'REFERENCE MARK 4 IS A STANDARD DISK STAMPED, CATHERINE 2 NO 4
 KL0685'1970.  IT IS SET IN A DRILL HOLE IN THE TOP OF A 1 X 3 FOOT
 KL0685'BOULDER WHICH PROJECTS 12 INCHES ON THE LOW SIDE.  IT IS
 KL0685'ABOUT 6 FEET LOWER THAN THE STATION AND 28 FEET SOUTHEAST OF
 KL0685'THE WITNESS POST.
 KL0685'
 KL0685'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, CATHERINE 2 1970.
 KL0685'IT IS SET IN THE TOP OF A LARGE ROCK OUTCROP WHICH PROJECTS
 KL0685'ABOUT 12 FEET ON THE LOW SIDE.  IT IS 0.1 MILE NORTH OF
 KL0685'STATE HIGHWAY 82 AND ABOUT 8/10 OF THE WAY UP THE HILL.  THE
 KL0685'MARK IS ABOUT 200 FEET HIGHER THAN THE STATION.
 KL0685'
 KL0685'OBSERVATIONS TAKEN FROM CATHERINE 2 AZIMUTH MARK.
 KL0685'
 KL0685'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KL0685
 KL0685                          STATION RECOVERY (2003)
 KL0685
 KL0685'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 KL0685'DID NOT FIND THE STATION MARK NOR RM 1, RM2,OR THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0551 ***********************************************************************
 HL0551  DESIGNATION -  CATTLE
 HL0551  PID         -  HL0551
 HL0551  STATE/COUNTY-  CO/RIO GRANDE
 HL0551  USGS QUAD   -  BEAVER CREEK RESERVOIR (1967)
 HL0551
 HL0551                         *CURRENT SURVEY CONTROL
 HL0551  ___________________________________________________________________
 HL0551* NAD 83(1992)-  37 34 23.17682(N)    106 41 57.60176(W)     ADJUSTED  
 HL0551* NAVD 88     -      3306.2    (meters)   10847.     (feet)  VERTCON   
 HL0551  ___________________________________________________________________
 HL0551  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 HL0551  GEOID HEIGHT-         -15.73  (meters)                     GEOID03
 HL0551
 HL0551  HORZ ORDER  -  FIRST
 HL0551
 HL0551.The horizontal coordinates were established by classical geodetic methods
 HL0551.and adjusted by the National Geodetic Survey in January 1993..
 HL0551
 HL0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0551
 HL0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0551
 HL0551.The geoid height was determined by GEOID03.
 HL0551
 HL0551;                    North         East     Units Scale Factor Converg.
 HL0551;SPC CO S     -   406,080.424   808,461.282   MT  0.99995572   -0 44 08.3
 HL0551;SPC CO S     - 1,332,282.19  2,652,426.72   sFT  0.99995572   -0 44 08.3
 HL0551;UTM  13      - 4,159,809.010   349,936.620   MT  0.99987738   -1 02 11.0
 HL0551
 HL0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0551!SPC CO S     -   0.99948392  x   0.99995572  =   0.99943966
 HL0551!UTM  13      -   0.99948392  x   0.99987738  =   0.99936136
 HL0551
 HL0551:                Primary Azimuth Mark                     Grid Az
 HL0551:SPC CO S     -  COLORADO ST HWY PATROL STA MST           030 00 07.1
 HL0551:UTM  13      -  COLORADO ST HWY PATROL STA MST           030 18 09.8
 HL0551
 HL0551|---------------------------------------------------------------------|
 HL0551| PID    Reference Object                     Distance      Geod. Az  |
 HL0551|                                                           dddmmss.s |
 HL0551| HL0546 COLORADO ST HWY PATROL STA MST      APPROX.19.9 KM 0291558.8 |
 HL0551| CM6233 CATTLE RM 1                           5.214 METERS 09153     |
 HL0551| CM6234 CATTLE RM 2                           9.081 METERS 26418     |
 HL0551|---------------------------------------------------------------------|
 HL0551
 HL0551                          SUPERSEDED SURVEY CONTROL
 HL0551
 HL0551  NAD 83(1986)-  37 34 23.17588(N)    106 41 57.60650(W) AD(       ) 1
 HL0551  NAD 27      -  37 34 23.14250(N)    106 41 55.44800(W) AD(       ) 1
 HL0551  NGVD 29 (07/19/86) 3304.6    (m)        10842.     (f) VERT ANG       
 HL0551
 HL0551.Superseded values are not recommended for survey control.
 HL0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0551.See file dsdata.txt to determine how the superseded data were derived.
 HL0551
 HL0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB4993759809(NAD 83)
 HL0551_MARKER: DS = TRIANGULATION STATION DISK
 HL0551_SETTING: 66 = SET IN ROCK OUTCROP
 HL0551
 HL0551  HISTORY     - Date     Condition        Report By
 HL0551  HISTORY     - 1958     MONUMENTED       CGS
 HL0551
 HL0551                          STATION DESCRIPTION
 HL0551
 HL0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 HL0551'THE STATION IS ON THE HIGHEST POINT OF AN EAST-WEST RIDGE
 HL0551'WHICH IS HEAVILY WOODED AND AT THE WESTERN END OF THE CATTLE
 HL0551'MOUNTAINS.  IT IS ABOUT 8 MILES SOUTHWEST OF SOUTH FORK AND
 HL0551'0.6 MILE EAST OF THE WEST END OF A JOG IN THE MINERAL-RIO
 HL0551'GRANDE COUNTY LINE.  IT LIES BETWEEN THE SOUTH FORK RIO GRANDE
 HL0551'RIVER AND BEAVER CREEK.  THE ELEVATION AT THE STATION IS 10,840
 HL0551'FEET.
 HL0551'
 HL0551'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 160
 HL0551'AND STATE HIGHWAY 149 AT THE WEST EDGE OF SOUTH FORK, GO
 HL0551'SOUTHERLY ON HIGHWAY 160 FOR 1.2 MILES TO A SIDE ROAD AND SIGN
 HL0551'BEAVER CREEK YOUTH CAMP 4 MI. ON THE LEFT, TURN LEFT ON THE
 HL0551'GRAVELED SIDE ROAD AND GO SOUTHEAST FOR 1.3 MILES TO THE
 HL0551'SOUTH FORK RANGER STATION ON THE RIGHT, CONTINUE SOUTHERLY
 HL0551'FOR 1.8 MILES TO THE NORTH END OF THE BEAVER CREEK CAMP
 HL0551'GROUNDS, CONTINUE SOUTH FOR 0.8 MILE TO SIGN BEAVER CREEK
 HL0551'PICNIC GROUND ON THE RIGHT, TURN RIGHT, LEAVING THE
 HL0551'ROAD, CROSS THE CREEK AND FOLLOW TRACK ROAD WESTERLY (A
 HL0551'FOUR WHEEL DRIVE TRUCK WILL BE NEEDED FROM THIS POINT) FOR
 HL0551'0.6 MILE TO AN OPENING AND LARGE CAIRN WITH POLE IN
 HL0551'CENTER (THIS IS THE OLD FOREST SERVICE TRAIL MARKER),
 HL0551'FOLLOW THIS TRAIL SOUTHERLY FOR 0.6 MILE TO A FORK AND
 HL0551'TRIANGLE BLAZE ON PINE TREE ON RIGHT, TAKE THE RIGHT
 HL0551'ROAD AND GO 0.7 MILE TO A FORK, TAKE THE RIGHT ROAD FOR
 HL0551'0.1 MILE TO A T-ROAD AND TRIANGLE BLAZE ON 14-INCH ASPEN
 HL0551'TREE ON THE RIGHT, TURN RIGHT AND GO 0.05 MILE TO A FORK
 HL0551'ABOUT 50 YARDS BEFORE COMING TO OLD CABINS IN AN
 HL0551'OPENING, TAKE THE LEFT ROAD FOR 0.15 MILE TO A FORK, TAKE
 HL0551'THE RIGHT ROAD FOR 0.3 MILE TO A GATE IN A POLE FENCE,
 HL0551'PASS THROUGH GATE AND CONTINUE WEST AND SOUTH FOR 0.65 MILE
 HL0551'TO A FORK, TAKE THE LEFT ROAD AND GO SOUTH FOR 0.4 MILE TO
 HL0551'THE TOP OF RIDGE AND THE END OF TRUCK TRAVEL.  PACK SOUTH
 HL0551'TO TOP OF RIDGE, THEN FOLLOW CREST OF RIDGE TO HIGHEST POINT
 HL0551'AND THE STATION, ABOUT A 1 HOUR PACK.
 HL0551'
 HL0551'THE STATION MARK IS A STANDARD DISK, STAMPED CATTLE 1958,
 HL0551'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH
 HL0551'THE GROUND.
 HL0551'
 HL0551'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CATTLE NO 1 1958,
 HL0551'CEMENTED IN A DRILL HOLE IN THE TOP OF AN 18 X 36 INCH BOULDER
 HL0551'PROJECTING 15 INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE
 HL0551'STATION.
 HL0551'
 HL0551'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CATTLE NO 2 1958,
 HL0551'CEMENTED IN A DRILL HOLE IN THE TOP OF A 1 X 4 FOOT BOULDER
 HL0551'PROJECTING 24 INCHES.  IT IS ABOUT 3 FEET LOWER THAN THE
 HL0551'STATION.
 HL0551'
 HL0551'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 HL0551'
 HL0551'THE HIGHWAY PATROL MAST OBSERVED FROM THIS STATION IS THE
 HL0551'TALLEST AND THE MOST WESTERN ONE OF A GROUP OF MASTS AT STATION
 HL0551'PATROL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0456 ***********************************************************************
 JM0456  DESIGNATION -  CAVE
 JM0456  PID         -  JM0456
 JM0456  STATE/COUNTY-  CO/MESA
 JM0456  USGS QUAD   -  JUANITA ARCH (1973)
 JM0456
 JM0456                         *CURRENT SURVEY CONTROL
 JM0456  ___________________________________________________________________
 JM0456* NAD 83(1992)-  38 36 49.52408(N)    108 58 33.47499(W)     ADJUSTED  
 JM0456* NAVD 88     -      2200.7    (meters)    7220.     (feet)  VERTCON   
 JM0456  ___________________________________________________________________
 JM0456  LAPLACE CORR-          -2.41  (seconds)                    DEFLEC99
 JM0456  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 JM0456
 JM0456  HORZ ORDER  -  THIRD
 JM0456
 JM0456.The horizontal coordinates were established by classical geodetic methods
 JM0456.and adjusted by the National Geodetic Survey in November 1997..
 JM0456
 JM0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0456
 JM0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0456
 JM0456.The geoid height was determined by GEOID03.
 JM0456
 JM0456;                    North         East     Units Scale Factor Converg.
 JM0456;SPC CO C     -   397,224.213   611,743.646   MT  0.99997184   -2 11 32.1
 JM0456;SPC CO C     - 1,303,226.44  2,007,028.95   sFT  0.99997184   -2 11 32.1
 JM0456;UTM  12      - 4,275,859.100   676,221.780   MT  0.99998243   +1 15 48.5
 JM0456
 JM0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0456!SPC CO C     -   0.99965769  x   0.99997184  =   0.99962954
 JM0456!UTM  12      -   0.99965769  x   0.99998243  =   0.99964013
 JM0456
 JM0456                          SUPERSEDED SURVEY CONTROL
 JM0456
 JM0456  NAD 83(1992)-  38 36 49.51862(N)    108 58 33.47971(W) AD(       ) 3
 JM0456  NAD 83(1986)-  38 36 49.51794(N)    108 58 33.47307(W) AD(       ) 3
 JM0456  NAD 27      -  38 36 49.57095(N)    108 58 31.08253(W) AD(       ) 3
 JM0456  NGVD 29 (07/19/86) 2199.5    (m)         7216.     (f) VERT ANG       
 JM0456
 JM0456.Superseded values are not recommended for survey control.
 JM0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0456.See file dsdata.txt to determine how the superseded data were derived.
 JM0456
 JM0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH7622275859(NAD 83)
 JM0456_MARKER: DD = SURVEY DISK
 JM0456_SETTING: 66 = SET IN ROCK OUTCROP
 JM0456_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 JM0456_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0456+STABILITY: POSITION/ELEVATION WELL
 JM0456
 JM0456  HISTORY     - Date     Condition        Report By
 JM0456  HISTORY     - 1947     MONUMENTED       USGS
 JM0456
 JM0456                          STATION DESCRIPTION
 JM0456
 JM0456'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JM0456'STATION IS LOCATED ON E. TIP OF HIGH RIDGE, OVERLOOKING DOLORES RIVER
 JM0456'CANYON AND POINTS NW. TO BEAVER MESA.  IN W. EDGE, CENTER SEC. 9,
 JM0456'T 49 N, R 19 W.
 JM0456'
 JM0456'TO REACH STATION FROM GATEWAY, COLORADO, TAKE HIGHWAY 141 0.75 MI.
 JM0456'TO JUNCTION OF HIGHWAY 141 AND JOHN BROWN CANYON ROAD, TURN RIGHT ON
 JM0456'JOHN BROWN CANYON ROAD AND PROCEED 5.0 MI. TO FIRST RD. FORK LEFT,
 JM0456'TAKE LEFT RD. AND FOLLOW IT AROUND APPROXIMATELY 4.0 MI. TO POINT
 JM0456'DIRECTLY BELOW EASTERNMOST POINT ON RIDGE.  IT IS APPROXIMATELY A
 JM0456'10 MINUTE PACK FROM THIS POINT TO STATION SITE, ON RIDGE TIP.
 JM0456'
 JM0456'STATION MARK--STANDARD TABLET, STAMPED ---CAVE 1947 7214---, AND
 JM0456'CEMENTED IN OUTCROPPING BEDROCK.
 JM0456'
 JM0456'REFERENCE MARK NO. 1--CHISELED ARROW, IN OUTCROPPING BEDROCK, 26.5
 JM0456'FT. FROM STATION, 270 DEG EAST.
 JM0456'
 JM0456'REFERENCE MARK NO. 2--CHISELED ARROW, IN OUTCROPPING BEDROCK, 34.2
 JM0456'FT. FROM STATION, S 15 DEG E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1286 ***********************************************************************
 LL1286  DESIGNATION -  CAVEAT
 LL1286  PID         -  LL1286
 LL1286  STATE/COUNTY-  CO/LARIMER
 LL1286  USGS QUAD   -  ROUND BUTTE (1975)
 LL1286
 LL1286                         *CURRENT SURVEY CONTROL
 LL1286  ___________________________________________________________________
 LL1286* NAD 83(1992)-  40 59 22.41202(N)    105 03 49.40230(W)     ADJUSTED  
 LL1286* NAVD 88     -      2083.     (meters)    6834.     (feet)  SCALED    
 LL1286  ___________________________________________________________________
 LL1286  LAPLACE CORR-         -15.83  (seconds)                    DEFLEC99
 LL1286  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 LL1286
 LL1286  HORZ ORDER  -  THIRD
 LL1286
 LL1286.The horizontal coordinates were established by classical geodetic methods
 LL1286.and adjusted by the National Geodetic Survey in January 1997..
 LL1286
 LL1286.The orthometric height was scaled from a topographic map.
 LL1286
 LL1286.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1286
 LL1286.The geoid height was determined by GEOID03.
 LL1286
 LL1286;                    North         East     Units Scale Factor Converg.
 LL1286;SPC CO N     -   488,793.140   951,115.198   MT  1.00003998   +0 16 54.8
 LL1286;SPC CO N     - 1,603,648.83  3,120,450.45   sFT  1.00003998   +0 16 54.8
 LL1286;UTM  13      - 4,537,599.956   494,639.964   MT  0.99960035   -0 02 30.5
 LL1286
 LL1286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1286!SPC CO N     -   0.99967570  x   1.00003998  =   0.99971566
 LL1286!UTM  13      -   0.99967570  x   0.99960035  =   0.99927618
 LL1286
 LL1286:                Primary Azimuth Mark                     Grid Az
 LL1286:SPC CO N     -  MAYO                                     033 48 57.2
 LL1286:UTM  13      -  MAYO                                     034 08 22.5
 LL1286
 LL1286|---------------------------------------------------------------------|
 LL1286| PID    Reference Object                     Distance      Geod. Az  |
 LL1286|                                                           dddmmss.s |
 LL1286| MO1215 MAYO                                APPROX. 6.5 KM 0340552.0 |
 LL1286|---------------------------------------------------------------------|
 LL1286
 LL1286                          SUPERSEDED SURVEY CONTROL
 LL1286
 LL1286  NAD 83(1992)-  40 59 22.39677(N)    105 03 49.39994(W) AD(       ) 3
 LL1286  NAD 83(1986)-  40 59 22.39651(N)    105 03 49.39969(W) AD(       ) 3
 LL1286  NAD 27      -  40 59 22.45578(N)    105 03 47.49904(W) AD(       ) 3
 LL1286
 LL1286.Superseded values are not recommended for survey control.
 LL1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1286.See file dsdata.txt to determine how the superseded data were derived.
 LL1286
 LL1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF9464037600(NAD 83)
 LL1286_MARKER: DD = SURVEY DISK
 LL1286_SETTING: 66 = SET IN ROCK OUTCROP
 LL1286_SP_SET: SET IN ROCK OUTCROP
 LL1286_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL1286+STABILITY: POSITION/ELEVATION WELL
 LL1286
 LL1286  HISTORY     - Date     Condition        Report By
 LL1286  HISTORY     - 1947     MONUMENTED       USGS
 LL1286  HISTORY     - 1961     GOOD             USGS
 LL1286
 LL1286                          STATION DESCRIPTION
 LL1286
 LL1286'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 LL1286'STATION IS LOCATED ON A PROMINENT POINT ON RIDGE, NEAR THE CENTER OF
 LL1286'THE E. HALF OF SEC. 25, T 12 N, R 69 W.
 LL1286'
 LL1286'TO REACH FROM CHEYENNE POST OFFICE, GO S. 5.4 MI. ON U.S. HIGHWAYS 85
 LL1286'AND 87 TO JUNCTION, GO RIGHT ON U.S. HIGHWAY 87 7.95 MI. TO CROSSROADS
 LL1286'AT XL RANCH, THENCE RIGHT (W.) 0.25 MI. TO T-RD., THENCE SW. 4.0 MI.
 LL1286'TO CROSSROADS, CONTINUE AHEAD (W.) 4.5 MI. TO CATTLEGUARD, UP DRAIN
 LL1286'0.2 MI. TO BASE OF HILL, WALK TO TOP OF RIDGE ON LEFT AND STATION.
 LL1286
 LL1286                          STATION RECOVERY (1961)
 LL1286
 LL1286'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961 (JBF)
 LL1286'STATION MARK--STANDARD TABLET, SET IN LEDGE ROCK AND STAMPED ---CAVEAT
 LL1286'1947---.
 LL1286'
 LL1286'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---CAVEAT NO.
 LL1286'1---, SET IN LEDGE ROCK, 23.17 FT. FROM STATION, N 11 DEG W.
 LL1286'
 LL1286'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---CAVEAT NO.
 LL1286'2---, SET IN HUGE SURFACE SLAB ROCK, 62.95 FT. FROM STATION,
 LL1286'N 35 DEG E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0430 ***********************************************************************
 KK0430  DESIGNATION -  CB 1 E
 KK0430  PID         -  KK0430
 KK0430  STATE/COUNTY-  CO/DENVER
 KK0430  USGS QUAD   -  ENGLEWOOD (1997)
 KK0430
 KK0430                         *CURRENT SURVEY CONTROL
 KK0430  ___________________________________________________________________
 KK0430* NAD 83(1986)-  39 44 04.     (N)    104 56 25.     (W)     SCALED    
 KK0430* NAVD 88     -      1616.601  (meters)    5303.80   (feet)  POSTED    
 KK0430  ___________________________________________________________________
 KK0430  GEOID HEIGHT-         -17.28  (meters)                     GEOID03
 KK0430  DYNAMIC HT  -        1615.050 (meters)    5298.71  (feet)  COMP
 KK0430  MODELED GRAV-     979,609.5   (mgal)                       NAVD 88
 KK0430
 KK0430  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0430
 KK0430.The horizontal coordinates were scaled from a topographic map and have
 KK0430.an estimated accuracy of +/- 6 seconds.
 KK0430
 KK0430.The orthometric height was determined by differential leveling
 KK0430.and adjusted by the National Geodetic Survey in 1992..
 KK0430.No vertical observational check was made to the station.
 KK0430.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0430.was located on a no-check spur therefore a value was not computed.
 KK0430
 KK0430.The geoid height was determined by GEOID03.
 KK0430
 KK0430.The dynamic height is computed by dividing the NAVD 88
 KK0430.geopotential number by the normal gravity value computed on the
 KK0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0430.degrees latitude (g = 980.6199 gals.).
 KK0430
 KK0430.The modeled gravity was interpolated from observed gravity values.
 KK0430
 KK0430;                    North         East    Units  Estimated Accuracy
 KK0430;SPC CO C     -   515,990.      962,380.      MT  (+/- 180 meters Scaled)
 KK0430
 KK0430                          SUPERSEDED SURVEY CONTROL
 KK0430
 KK0430  NGVD 29 (??/??/92) 1615.684  (m)         5300.79   (f) ADJ UNCH    1 2
 KK0430
 KK0430.Superseded values are not recommended for survey control.
 KK0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0430.See file dsdata.txt to determine how the superseded data were derived.
 KK0430
 KK0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED051982(NAD 83)
 KK0430_MARKER: R = RIVET
 KK0430_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0430_SP_SET: CURB
 KK0430_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0430
 KK0430  HISTORY     - Date     Condition        Report By
 KK0430  HISTORY     - UNK      MONUMENTED       CGS
 KK0430  HISTORY     - 1939     GOOD             NGS
 KK0430
 KK0430                          STATION DESCRIPTION
 KK0430
 KK0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0430'AT DENVER.
 KK0430'AT DENVER, DENVER COUNTY, AT THE INTERSECTION OF SOUTH COLORADO
 KK0430'BOULEVARD AND TWELFTH STREET, 15 FEET SOUTH OF THE SOUTH CURB OF
 KK0430'TWELFTH STREET, AT THE EAST SIDE OF THE BOULEVARD, AND IN THE
 KK0430'TOP OF A STORM SEWER CURB.  A METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1201 ***********************************************************************
 LL1201  DESIGNATION -  CB 3
 LL1201  PID         -  LL1201
 LL1201  STATE/COUNTY-  CO/WELD
 LL1201  USGS QUAD   -  GREASEWOOD LAKE (1950)
 LL1201
 LL1201                         *CURRENT SURVEY CONTROL
 LL1201  ___________________________________________________________________
 LL1201* NAD 83(1992)-  40 22 41.42761(N)    104 13 25.39934(W)     ADJUSTED  
 LL1201* NAVD 88     -      1409.80   (+/-2cm)    4625.3    (feet)  VERTCON   
 LL1201  ___________________________________________________________________
 LL1201  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 LL1201  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 LL1201
 LL1201  HORZ ORDER  -  THIRD
 LL1201  VERT ORDER  -  THIRD ? (See Below)
 LL1201
 LL1201.The horizontal coordinates were established by classical geodetic methods
 LL1201.and adjusted by the National Geodetic Survey in January 1993..
 LL1201
 LL1201.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1201.The vertical order pertains to the NGVD 29 superseded value.
 LL1201
 LL1201.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1201
 LL1201.The geoid height was determined by GEOID03.
 LL1201
 LL1201;                    North         East     Units Scale Factor Converg.
 LL1201;SPC CO N     -   421,590.502 1,022,776.365   MT  0.99995931   +0 49 28.7
 LL1201;SPC CO N     - 1,383,168.17  3,355,558.79   sFT  0.99995931   +0 49 28.7
 LL1201;UTM  13      - 4,470,021.447   565,896.191   MT  0.99965345   +0 30 10.5
 LL1201
 LL1201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1201!SPC CO N     -   0.99978187  x   0.99995931  =   0.99974119
 LL1201!UTM  13      -   0.99978187  x   0.99965345  =   0.99943539
 LL1201
 LL1201:                Primary Azimuth Mark                     Grid Az
 LL1201:SPC CO N     -  SEVENTY                                  274 51 25.0
 LL1201:UTM  13      -  SEVENTY                                  275 10 43.2
 LL1201
 LL1201|---------------------------------------------------------------------|
 LL1201| PID    Reference Object                     Distance      Geod. Az  |
 LL1201|                                                           dddmmss.s |
 LL1201| LL1211 SEVENTY                             APPROX. 7.6 KM 2754053.7 |
 LL1201|---------------------------------------------------------------------|
 LL1201
 LL1201                          SUPERSEDED SURVEY CONTROL
 LL1201
 LL1201  NAD 83(1986)-  40 22 41.41655(N)    104 13 25.39992(W) AD(       ) 3
 LL1201  NAD 27      -  40 22 41.49181(N)    104 13 23.57530(W) AD(       ) 3
 LL1201  NGVD 29 (07/19/86) 1409.01   (m)         4622.7    (f) LEVELING    3  
 LL1201
 LL1201.Superseded values are not recommended for survey control.
 LL1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1201.See file dsdata.txt to determine how the superseded data were derived.
 LL1201
 LL1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE6589670021(NAD 83)
 LL1201_MARKER: DD = SURVEY DISK
 LL1201_SETTING: 0 = UNSPECIFIED SETTING
 LL1201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1201
 LL1201  HISTORY     - Date     Condition        Report By
 LL1201  HISTORY     - 1948     MONUMENTED       USGS
 LL1201
 LL1201                          STATION DESCRIPTION
 LL1201
 LL1201'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 LL1201'TO REACH STATION FROM DEERFIELD, COLORADO, GO 0.75 MI. E. ALONG U.S.
 LL1201'HIGHWAY 34 TO THE MASTERS POST OFFICE AND GASOLINE STATION, THENCE N.
 LL1201'ALONG COUNTY RD. 1.0 MI. TO BRIDGE OVER SOUTH PLATTE RIVER, CONTINUE
 LL1201'N. 1.5 MI. TO TURN IN RD., THENCE E. FOR 1.0 MI. TO TURN IN RD.,
 LL1201'THENCE N. FOR 1.75 MI. TO JOG IN RD., THENCE N. ALONG RD. FOR 1.4 MI.
 LL1201'TO TRAIL W., STATION IS ABOUT 30 FT. S. ALONG N-S. FENCE, IN NE. COR.
 LL1201'SEC. 29, T 5 N, R 61 W.
 LL1201'
 LL1201'STATION MARK--STANDARD TABLET, STAMPED ---CB-3 1948---, SET IN
 LL1201'CONCRETE POST.
 LL1201'
 LL1201'REFERENCE MARK NO. 1--STANDARD TABLET, STAMPED ---CB-3 NO. 1 1948---,
 LL1201'IN CONCRETE POST, 17.24 FT. FROM STATION, N 88 DEG 07 MIN E.
 LL1201'
 LL1201'REFERENCE MARK NO. 2--STANDARD TABLET, STAMPED ---CB-3 NO. 2 1948---,
 LL1201'IN CONCRETE POST, 56.00 FT. FROM STATION, S 00 DEG 02 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0222 ***********************************************************************
 LL0222  DESIGNATION -  CB 49
 LL0222  PID         -  LL0222
 LL0222  STATE/COUNTY-  CO/WELD
 LL0222  USGS QUAD   -  GREELEY (1980)
 LL0222
 LL0222                         *CURRENT SURVEY CONTROL
 LL0222  ___________________________________________________________________
 LL0222* NAD 83(1986)-  40 28 52.     (N)    104 41 49.     (W)     SCALED    
 LL0222* NAVD 88     -      1448.166  (meters)    4751.19   (feet)  ADJUSTED  
 LL0222  ___________________________________________________________________
 LL0222  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 LL0222  DYNAMIC HT  -        1446.938 (meters)    4747.16  (feet)  COMP
 LL0222  MODELED GRAV-     979,727.0   (mgal)                       NAVD 88
 LL0222
 LL0222  VERT ORDER  -  FIRST     CLASS II
 LL0222
 LL0222.The horizontal coordinates were scaled from a topographic map and have
 LL0222.an estimated accuracy of +/- 6 seconds.
 LL0222
 LL0222.The orthometric height was determined by differential leveling
 LL0222.and adjusted by the National Geodetic Survey in June 1991..
 LL0222
 LL0222.The geoid height was determined by GEOID03.
 LL0222
 LL0222.The dynamic height is computed by dividing the NAVD 88
 LL0222.geopotential number by the normal gravity value computed on the
 LL0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0222.degrees latitude (g = 980.6199 gals.).
 LL0222
 LL0222.The modeled gravity was interpolated from observed gravity values.
 LL0222
 LL0222;                    North         East    Units  Estimated Accuracy
 LL0222;SPC CO N     -   432,550.      982,490.      MT  (+/- 180 meters Scaled)
 LL0222
 LL0222                          SUPERSEDED SURVEY CONTROL
 LL0222
 LL0222  NGVD 29 (??/??/92) 1447.270  (m)         4748.25   (f) ADJ UNCH    1 2
 LL0222
 LL0222.Superseded values are not recommended for survey control.
 LL0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0222.See file dsdata.txt to determine how the superseded data were derived.
 LL0222
 LL0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE256812(NAD 83)
 LL0222_MARKER: DB = BENCH MARK DISK
 LL0222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LL0222_SP_SET: BRIDGE
 LL0222_STAMPING: CB 49 1948
 LL0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0222
 LL0222  HISTORY     - Date     Condition        Report By
 LL0222  HISTORY     - 1948     MONUMENTED       USGS
 LL0222  HISTORY     - 1956     GOOD             NGS
 LL0222  HISTORY     - 1956     POOR             NGS
 LL0222
 LL0222                          STATION DESCRIPTION
 LL0222
 LL0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0222'3.6 MI S FROM EATON.
 LL0222'3.45 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LL0222'AT EATON, THENCE 0.1 MILE EAST ALONG STATE HIGHWAY 392, 9.6 FEET
 LL0222'NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 LL0222'EAST END OF THE NORTH HEADWALL OF A CONCRETE BRIDGE OVER AN
 LL0222'IRRIGATION CANAL, IN SECTION 18, TOWNSHIP 6 NORTH, RANGE 65 WEST.
 LL0222
 LL0222                          STATION RECOVERY (1956)
 LL0222
 LL0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 LL0222'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1098 ***********************************************************************
 LL1098  DESIGNATION -  CB 49 RESET
 LL1098  PID         -  LL1098
 LL1098  STATE/COUNTY-  CO/WELD
 LL1098  USGS QUAD   -  GREELEY (1980)
 LL1098
 LL1098                         *CURRENT SURVEY CONTROL
 LL1098  ___________________________________________________________________
 LL1098* NAD 83(1986)-  40 28 52.     (N)    104 41 50.     (W)     SCALED    
 LL1098* NAVD 88     -      1448.195  (meters)    4751.29   (feet)  ADJUSTED  
 LL1098  ___________________________________________________________________
 LL1098  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 LL1098  DYNAMIC HT  -        1446.967 (meters)    4747.26  (feet)  COMP
 LL1098  MODELED GRAV-     979,727.0   (mgal)                       NAVD 88
 LL1098
 LL1098  VERT ORDER  -  FIRST     CLASS II
 LL1098
 LL1098.The horizontal coordinates were scaled from a topographic map and have
 LL1098.an estimated accuracy of +/- 6 seconds.
 LL1098
 LL1098.The orthometric height was determined by differential leveling
 LL1098.and adjusted by the National Geodetic Survey in June 1991..
 LL1098
 LL1098.The geoid height was determined by GEOID03.
 LL1098
 LL1098.The dynamic height is computed by dividing the NAVD 88
 LL1098.geopotential number by the normal gravity value computed on the
 LL1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1098.degrees latitude (g = 980.6199 gals.).
 LL1098
 LL1098.The modeled gravity was interpolated from observed gravity values.
 LL1098
 LL1098;                    North         East    Units  Estimated Accuracy
 LL1098;SPC CO N     -   432,550.      982,470.      MT  (+/- 180 meters Scaled)
 LL1098
 LL1098                          SUPERSEDED SURVEY CONTROL
 LL1098
 LL1098  NGVD 29 (06/08/92) 1447.312  (m)         4748.39   (f) ADJUSTED    1 2
 LL1098
 LL1098.Superseded values are not recommended for survey control.
 LL1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1098.See file dsdata.txt to determine how the superseded data were derived.
 LL1098
 LL1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE256812(NAD 83)
 LL1098_MARKER: DB = BENCH MARK DISK
 LL1098_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LL1098_SP_SET: HEADWALL
 LL1098_STAMPING: CB 49 RESET 1965
 LL1098_MARK LOGO: USGS  
 LL1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1098+STABILITY: SURFACE MOTION
 LL1098
 LL1098  HISTORY     - Date     Condition        Report By
 LL1098  HISTORY     - 1965     MONUMENTED       USGS
 LL1098  HISTORY     - 1983     GOOD             NGS
 LL1098
 LL1098                          STATION DESCRIPTION
 LL1098
 LL1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LL1098'IN LUCERNE.
 LL1098'IN LUCERNE, AT THE INTERSECTION OF STATE HIGHWAY 392 AND THE GREELEY
 LL1098'NO 2 CANAL, IN TOP OF AND 0.3 METER (1.0 FT) WEST OF THE EAST END OF
 LL1098'THE NORTH CONCRETE HEADWALL OF A CULVERT SPANNING THE CANAL, 3.0
 LL1098'METERS (9.8 FT) EAST OF THE CENTER OF THE CANAL AND 2.9 METERS
 LL1098'(9.5 FT) NORTH OF THE CENTERLINE OF THE ROAD.
 LL1098'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0521 ***********************************************************************
 KK0521  DESIGNATION -  CC 1
 KK0521  PID         -  KK0521
 KK0521  STATE/COUNTY-  CO/ARAPAHOE
 KK0521  USGS QUAD   -  ENGLEWOOD (1997)
 KK0521
 KK0521                         *CURRENT SURVEY CONTROL
 KK0521  ___________________________________________________________________
 KK0521* NAD 83(1986)-  39 40 54.     (N)    104 55 19.     (W)     SCALED    
 KK0521* NAVD 88     -      1665.181  (meters)    5463.18   (feet)  POSTED    
 KK0521  ___________________________________________________________________
 KK0521  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 KK0521  DYNAMIC HT  -        1663.560 (meters)    5457.86  (feet)  COMP
 KK0521  MODELED GRAV-     979,596.0   (mgal)                       NAVD 88
 KK0521
 KK0521  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KK0521
 KK0521.The horizontal coordinates were scaled from a topographic map and have
 KK0521.an estimated accuracy of +/- 6 seconds.
 KK0521
 KK0521.The orthometric height was determined by differential leveling
 KK0521.and adjusted by the National Geodetic Survey in 1992..
 KK0521.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KK0521.rate of 2.1 thru 3.0 mm/km.
 KK0521
 KK0521.The geoid height was determined by GEOID03.
 KK0521
 KK0521.The dynamic height is computed by dividing the NAVD 88
 KK0521.geopotential number by the normal gravity value computed on the
 KK0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0521.degrees latitude (g = 980.6199 gals.).
 KK0521
 KK0521.The modeled gravity was interpolated from observed gravity values.
 KK0521
 KK0521;                    North         East    Units  Estimated Accuracy
 KK0521;SPC CO C     -   510,140.      963,990.      MT  (+/- 180 meters Scaled)
 KK0521
 KK0521                          SUPERSEDED SURVEY CONTROL
 KK0521
 KK0521  NGVD 29 (??/??/92) 1664.282  (m)         5460.23   (f) ADJ UNCH    1 2
 KK0521
 KK0521.Superseded values are not recommended for survey control.
 KK0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0521.See file dsdata.txt to determine how the superseded data were derived.
 KK0521
 KK0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED066924(NAD 83)
 KK0521_MARKER: DB = BENCH MARK DISK
 KK0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0521_STAMPING: CC 1 1934
 KK0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0521+STABILITY: SURFACE MOTION
 KK0521
 KK0521  HISTORY     - Date     Condition        Report By
 KK0521  HISTORY     - 1934     MONUMENTED       USGS
 KK0521  HISTORY     - 1954     GOOD             NGS
 KK0521  HISTORY     - 1984     MARK NOT FOUND   NGS
 KK0521
 KK0521                          STATION DESCRIPTION
 KK0521
 KK0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0521'4.1 MI SE FROM DENVER.
 KK0521'3.95 MILES SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD
 KK0521'SPUR TRACK LEADING TO THE MILBURN ELEVATOR COMPANY FROM THE GATES
 KK0521'RUBBER COMPANY PLANT AT DENVER, THENCE 0.15 MILE NORTH ALONG
 KK0521'HOLLY STREET, AT AN INTERSECTION WITH EAST JEWEL AVENUE, 40
 KK0521'FEET SOUTHEAST OF THE CENTER OF THE STREET INTERSECTION, 18 FEET
 KK0521'SOUTH OF THE CENTER LINE OF EAST JEWEL AVE., 21 FEET EAST OF THE
 KK0521'CENTER LINE OF A PRIVATE DRIVEWAY, 2 FEET NORTH OF A BOARD FENCE,
 KK0521'3 FEET EAST OF AN IRON WITNESS POST, SET IN THE TOP OF A CONCRETE
 KK0521'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 KK0521
 KK0521                          STATION RECOVERY (1984)
 KK0521
 KK0521'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK0521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0054 ***********************************************************************
 LL0054  DESIGNATION -  CC 169
 LL0054  PID         -  LL0054
 LL0054  STATE/COUNTY-  CO/WELD
 LL0054  USGS QUAD   -  GROVER NORTH (1972)
 LL0054
 LL0054                         *CURRENT SURVEY CONTROL
 LL0054  ___________________________________________________________________
 LL0054* NAD 83(1986)-  40 54 21.     (N)    104 13 12.     (W)     SCALED    
 LL0054* NAVD 88     -      1582.336  (meters)    5191.38   (feet)  ADJUSTED  
 LL0054  ___________________________________________________________________
 LL0054  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 LL0054  DYNAMIC HT  -        1581.056 (meters)    5187.18  (feet)  COMP
 LL0054  MODELED GRAV-     979,759.8   (mgal)                       NAVD 88
 LL0054
 LL0054  VERT ORDER  -  SECOND    CLASS 0
 LL0054
 LL0054.The horizontal coordinates were scaled from a topographic map and have
 LL0054.an estimated accuracy of +/- 6 seconds.
 LL0054
 LL0054.The orthometric height was determined by differential leveling
 LL0054.and adjusted by the National Geodetic Survey in June 1991..
 LL0054
 LL0054.The geoid height was determined by GEOID03.
 LL0054
 LL0054.The dynamic height is computed by dividing the NAVD 88
 LL0054.geopotential number by the normal gravity value computed on the
 LL0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0054.degrees latitude (g = 980.6199 gals.).
 LL0054
 LL0054.The modeled gravity was interpolated from observed gravity values.
 LL0054
 LL0054;                    North         East    Units  Estimated Accuracy
 LL0054;SPC CO N     -   480,180.    1,022,250.      MT  (+/- 180 meters Scaled)
 LL0054
 LL0054                          SUPERSEDED SURVEY CONTROL
 LL0054
 LL0054  NGVD 29 (??/??/92) 1581.512  (m)         5188.68   (f) ADJ UNCH    2 0
 LL0054
 LL0054.Superseded values are not recommended for survey control.
 LL0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0054.See file dsdata.txt to determine how the superseded data were derived.
 LL0054
 LL0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF656285(NAD 83)
 LL0054_MARKER: DB = BENCH MARK DISK
 LL0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0054_STAMPING: CC 169 1960
 LL0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0054+STABILITY: SURFACE MOTION
 LL0054
 LL0054  HISTORY     - Date     Condition        Report By
 LL0054  HISTORY     - 1960     MONUMENTED       CGS
 LL0054
 LL0054                          STATION DESCRIPTION
 LL0054
 LL0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LL0054'2.8 MI NE FROM GROVER.
 LL0054'0.1 MILE EAST ON GRAVEL ROAD FROM THE POST OFFICE AT GROVER,
 LL0054'COLORADO, THENCE 0.25 MILE NORTH ON GRAVEL ROAD, THENCE 0.25 MILE
 LL0054'EAST ON GRAVEL ROAD, THENCE 2.4 MILES NORTH ON GRAVEL ROAD,
 LL0054'ABOUT 0.1 MILE NORTH OF WINDMILL, 31 FEET EAST OF CENTER OF ROAD,
 LL0054'3.6 FEET NORTH OF A GATE,ABOUT 2 FEET HIGHER THAN ROAD, SET IN
 LL0054'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES, 2 FEET SOUTHWEST
 LL0054'OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1160 ***********************************************************************
 JK1160  DESIGNATION -  CCRC 1
 JK1160  PID         -  JK1160
 JK1160  STATE/COUNTY-  CO/EL PASO
 JK1160  USGS QUAD   -  ELSMERE (1994)
 JK1160
 JK1160                         *CURRENT SURVEY CONTROL
 JK1160  ___________________________________________________________________
 JK1160* NAD 83(1992)-  38 45 31.52599(N)    104 37 36.61426(W)     ADJUSTED  
 JK1160* NAVD 88     -      1772.     (meters)    5814.     (feet)  SCALED    
 JK1160  ___________________________________________________________________
 JK1160  LAPLACE CORR-          -7.61  (seconds)                    DEFLEC99
 JK1160  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 JK1160
 JK1160  HORZ ORDER  -  THIRD
 JK1160
 JK1160.The horizontal coordinates were established by classical geodetic methods
 JK1160.and adjusted by the National Geodetic Survey in January 1993..
 JK1160
 JK1160.The orthometric height was scaled from a topographic map.
 JK1160
 JK1160.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1160
 JK1160.The geoid height was determined by GEOID03.
 JK1160
 JK1160;                    North         East     Units Scale Factor Converg.
 JK1160;SPC CO C     -   407,893.882   990,292.266   MT  0.99995365   +0 33 02.5
 JK1160;SPC CO C     - 1,338,231.84  3,248,983.88   sFT  0.99995365   +0 33 02.5
 JK1160;UTM  13      - 4,290,072.266   532,422.302   MT  0.99961294   +0 14 01.0
 JK1160
 JK1160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1160!SPC CO C     -   0.99972491  x   0.99995365  =   0.99967857
 JK1160!UTM  13      -   0.99972491  x   0.99961294  =   0.99933795
 JK1160
 JK1160:                Primary Azimuth Mark                     Grid Az
 JK1160:SPC CO C     -  CAMP                                     190 40 01.7
 JK1160:UTM  13      -  CAMP                                     190 59 03.2
 JK1160
 JK1160|---------------------------------------------------------------------|
 JK1160| PID    Reference Object                     Distance      Geod. Az  |
 JK1160|                                                           dddmmss.s |
 JK1160| JK1183 CAMP                                APPROX. 5.1 KM 1911304.2 |
 JK1160|---------------------------------------------------------------------|
 JK1160
 JK1160                          SUPERSEDED SURVEY CONTROL
 JK1160
 JK1160  NAD 83(1986)-  38 45 31.51581(N)    104 37 36.60627(W) AD(       ) 3
 JK1160  NAD 27      -  38 45 31.53320(N)    104 37 34.70785(W) AD(       ) 3
 JK1160
 JK1160.Superseded values are not recommended for survey control.
 JK1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1160.See file dsdata.txt to determine how the superseded data were derived.
 JK1160
 JK1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC3242290072(NAD 83)
 JK1160_MARKER: DD = SURVEY DISK
 JK1160_SETTING: 0 = UNSPECIFIED SETTING
 JK1160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK1160
 JK1160  HISTORY     - Date     Condition        Report By
 JK1160  HISTORY     - 1947     MONUMENTED       USGS
 JK1160
 JK1160                          STATION DESCRIPTION
 JK1160
 JK1160'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JK1160'STATION IS LOCATED IN THE NE. 1/4 OF SEC. 14, T 15 S, R 65 W.
 JK1160'
 JK1160'STATION IS BEST REACHED FROM KELKER, A DENVER AND RIO GRANDE WESTERN
 JK1160'RAILROAD STATION ABOUT 5 MI. S. OF COLORADO SPRINGS, COLORADO.  GO S.
 JK1160'ALONG TRACKS 1.1 MI. TO SECTION LINE RD. E., TURN E. 9.4 MI., THEN
 JK1160'TURN S. 0.6 MI.  ENTER GATE ON W. RIGHT-OF-WAY FENCE AND GO SW. 1.3
 JK1160'MI. ACROSS PASTURE TO WINDMILL IN BOTTOM.  STATION LIES 1140 FT. SW.
 JK1160'ON TOP OF SMALL HILL.
 JK1160'
 JK1160'STATION MARK--STANDARD USGS BRONZE TABLET SET IN TOP OF POURED
 JK1160'CONCRETE POST PROJECTING ABOUT 2 IN. ABOVE SURFACE OF GROUND AND
 JK1160'STAMPED ---CCRC-1 1947---.
 JK1160'
 JK1160'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1092 ***********************************************************************
 JK1092  DESIGNATION -  CCS 1
 JK1092  PID         -  JK1092
 JK1092  STATE/COUNTY-  CO/PUEBLO
 JK1092  USGS QUAD   -  BAR JH RANCH (1960)
 JK1092
 JK1092                         *CURRENT SURVEY CONTROL
 JK1092  ___________________________________________________________________
 JK1092* NAD 83(1992)-  38 28 54.29173(N)    104 29 54.36479(W)     ADJUSTED  
 JK1092* NAVD 88     -      1572.     (meters)    5157.     (feet)  SCALED    
 JK1092  ___________________________________________________________________
 JK1092  LAPLACE CORR-          -6.27  (seconds)                    DEFLEC99
 JK1092  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 JK1092
 JK1092  HORZ ORDER  -  THIRD
 JK1092
 JK1092.The horizontal coordinates were established by classical geodetic methods
 JK1092.and adjusted by the National Geodetic Survey in January 1993..
 JK1092
 JK1092.The orthometric height was scaled from a topographic map.
 JK1092
 JK1092.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1092
 JK1092.The geoid height was determined by GEOID03.
 JK1092
 JK1092;                    North         East     Units Scale Factor Converg.
 JK1092;SPC CO S     -   506,721.594 1,001,792.316   MT  1.00000920   +0 36 51.6
 JK1092;SPC CO S     - 1,662,469.10  3,286,713.62   sFT  1.00000920   +0 36 51.6
 JK1092;UTM  13      - 4,259,387.279   543,746.593   MT  0.99962357   +0 18 43.6
 JK1092
 JK1092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1092!SPC CO S     -   0.99975646  x   1.00000920  =   0.99976565
 JK1092!UTM  13      -   0.99975646  x   0.99962357  =   0.99938012
 JK1092
 JK1092:                Primary Azimuth Mark                     Grid Az
 JK1092:SPC CO S     -  CRHSP 1                                  314 16 11.7
 JK1092:UTM  13      -  CRHSP 1                                  314 34 19.7
 JK1092
 JK1092|---------------------------------------------------------------------|
 JK1092| PID    Reference Object                     Distance      Geod. Az  |
 JK1092|                                                           dddmmss.s |
 JK1092| JK1177 CRHSP 1                             APPROX. 9.5 KM 3145303.3 |
 JK1092|---------------------------------------------------------------------|
 JK1092
 JK1092                          SUPERSEDED SURVEY CONTROL
 JK1092
 JK1092  NAD 83(1986)-  38 28 54.27419(N)    104 29 54.35892(W) AD(       ) 3
 JK1092  NAD 27      -  38 28 54.28142(N)    104 29 52.47182(W) AD(       ) 3
 JK1092
 JK1092.Superseded values are not recommended for survey control.
 JK1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1092.See file dsdata.txt to determine how the superseded data were derived.
 JK1092
 JK1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC4374759387(NAD 83)
 JK1092_MARKER: DD = SURVEY DISK
 JK1092_SETTING: 0 = UNSPECIFIED SETTING
 JK1092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK1092
 JK1092  HISTORY     - Date     Condition        Report By
 JK1092  HISTORY     - 1947     MONUMENTED       USGS
 JK1092
 JK1092                          STATION DESCRIPTION
 JK1092
 JK1092'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JK1092'THE STATION IS LOCATED IN SEC. 13, T 18 S, R 64 W.  IT IS BEST REACHED
 JK1092'FROM PINON, A SMALL STATION ON THE SANTA FE RAILROAD BETWEEN COLORADO
 JK1092'SPRINGS AND PUEBLO, COLORADO.  LEAVE U.S. HIGHWAYS 85 AND 87 AT PINON
 JK1092'AND GO E. 1.0 MI. CROSSING FOUNTAIN CREEK.  TURN S. AT T-RD. AND GO
 JK1092'1.0 MI. ALONG CREEK TO SECTION LINE RD. E.  TURN E. ON SECTION LINE
 JK1092'RD. FOR 3.5 MI. TO NATURAL GAS LINE.  AT Y-RD. JUNCTION TURN NE. ON
 JK1092'LEFT FORK FOR 4.2 MI. TO N-S. SECTION LINE FENCE.  STATION LIES ABOUT
 JK1092'180 FT. NW. OF RD. AND FENCE CROSSING AND 70 FT. N. OF RD.
 JK1092'
 JK1092'STATION MARK--STANDARD USGS BRONZE TABLET SET IN A POURED CONCRETE
 JK1092'POST PROJECTING ABOUT 2 IN. ABOVE THE GROUND AND STAMPED ---CCS-1
 JK1092'1947---.
 JK1092'
 JK1092'REFERENCE MARK NO. 1--A 3/4 IN. PIPE PROJECTING ABOUT 6 IN. ABOVE THE
 JK1092'SURFACE OF THE GROUND, 62.89 FT., N 00 DEG 39 MIN W.
 JK1092'
 JK1092'REFERENCE MARK NO. 2--A 3/4 IN. PIPE PROJECTING ABOUT 6 IN. ABOVE THE
 JK1092'SURFACE OF THE GROUND, 79.94 FT., S 65 DEG 52 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2123 ***********************************************************************
 AB2123  DESIGNATION -  CDOT MILE POST 270.44
 AB2123  PID         -  AB2123
 AB2123  STATE/COUNTY-  CO/WELD
 AB2123  USGS QUAD   -  GREELEY (1980)
 AB2123
 AB2123                         *CURRENT SURVEY CONTROL
 AB2123  ___________________________________________________________________
 AB2123* NAD 83(1992)-  40 27 06.07140(N)    104 41 36.82175(W)     ADJUSTED  
 AB2123* NAVD 88     -      1431.0    (meters)    4695.     (feet)  GPS OBS   
 AB2123  ___________________________________________________________________
 AB2123  X           -  -1,233,088.638 (meters)                     COMP
 AB2123  Y           -  -4,702,407.087 (meters)                     COMP
 AB2123  Z           -   4,117,195.652 (meters)                     COMP
 AB2123  LAPLACE CORR-          -6.23  (seconds)                    DEFLEC99
 AB2123  ELLIP HEIGHT-        1412.97  (meters)          (12/03/02) GPS OBS
 AB2123  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 AB2123
 AB2123  HORZ ORDER  -  FIRST
 AB2123  ELLP ORDER  -  FOURTH    CLASS II
 AB2123
 AB2123.The horizontal coordinates were established by GPS observations
 AB2123.and adjusted by the National Geodetic Survey in March 1998..
 AB2123
 AB2123.The orthometric height was determined by GPS observations and a
 AB2123.high-resolution geoid model.
 AB2123
 AB2123.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2123
 AB2123.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2123
 AB2123.The ellipsoidal height was determined by GPS observations
 AB2123.and is referenced to NAD 83.
 AB2123
 AB2123.The geoid height was determined by GEOID03.
 AB2123
 AB2123;                    North         East     Units Scale Factor Converg.
 AB2123;SPC CO N     -   429,284.301   982,807.350   MT  0.99996298   +0 31 15.8
 AB2123;SPC CO N     - 1,408,410.24  3,224,427.11   sFT  0.99996298   +0 31 15.8
 AB2123;UTM  13      - 4,477,937.047   525,984.346   MT  0.99960831   +0 11 55.8
 AB2123
 AB2123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2123!SPC CO N     -   0.99977840  x   0.99996298  =   0.99974138
 AB2123!UTM  13      -   0.99977840  x   0.99960831  =   0.99938679
 AB2123
 AB2123                          SUPERSEDED SURVEY CONTROL
 AB2123
 AB2123  ELLIP H (03/31/98) 1413.00   (m)                       GP(       ) 4 1
 AB2123  NAD 83(1992)-  40 27 06.07180(N)    104 41 36.82191(W) AD(       ) 1
 AB2123  ELLIP H (03/25/96) 1413.03   (m)                       GP(       ) 3 2
 AB2123
 AB2123.Superseded values are not recommended for survey control.
 AB2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2123.See file dsdata.txt to determine how the superseded data were derived.
 AB2123
 AB2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE2598477937(NAD 83)
 AB2123_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2123_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AB2123_STAMPING: 85 270.44
 AB2123_MARK LOGO: CODH  
 AB2123_PROJECTION: FLUSH
 AB2123_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB2123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2123+STABILITY: SURFACE MOTION
 AB2123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2123+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1997
 AB2123_ROD/PIPE-DEPTH: 1.8  meters
 AB2123
 AB2123  HISTORY     - Date     Condition        Report By
 AB2123  HISTORY     - 1995     MONUMENTED       CODOT
 AB2123  HISTORY     - 19970625 GOOD             CODOT
 AB2123
 AB2123                          STATION DESCRIPTION
 AB2123
 AB2123'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (JS)
 AB2123'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTH OF GREELEY, 2.0 MI
 AB2123'(3.2 KM) SOUTH-SOUTHEAST OF LUCERNE AND 0.2 MI (0.3 KM) EAST OF MUMPER
 AB2123'CORNER, IN THE NORTHWEST 1/4 OF SECTION 32, T 6 N, R 65 W, AT U.  S.
 AB2123'HIGHWAY 85 MILEPOST 270.44.  OWNERSHIP--COLORADO DEPT.  OF
 AB2123'TRANSPORTATION RIGHT-OF-WAY. TO REACH THE STATION FROM THE
 AB2123'INTERSECTION OF U.  S.  HIGHWAY 85, EIGHTH AVENUE, AND STATE HIGHWAY
 AB2123'263, EIGHTH STREET, GO NORTH ON U. S.  HIGHWAY 85 FOR 1.85 MI (2.98
 AB2123'KM) TO THE INTERSECTION OF "O" STREET.  TURN RIGHT, EAST, FOR 0.05 MI
 AB2123'(0.08 KM) TO THE STATION ON THE RIGHT. THE STATION IS A STANDARD CODOT
 AB2123'CONTROL MONUMENT DRIVEN ON THE TOP OF AN ALUMINUM ROD, FLUSH WITH THE
 AB2123'GROUND.  IT IS 41.8 M (137.1 FT) WEST OF THE WEST RAIL OF THE RAILROAD
 AB2123'TRACKS, 38.7 M (127.0 FT) EAST OF THE CENTER LINE OF THE NORTH BOUND
 AB2123'U.  S.  HIGHWAY 85, 26.7 M (87.6 FT) WEST OF BENCH MARK A 390 1983,
 AB2123'9.5 M (31.2 FT) SOUTH OF THE CENTER LINE OF "O" STREET, 1.1 M (3.6 FT)
 AB2123'NORTH OF THE RIGHT-OF-WAY FENCE, 0.5 M (1.6 FT) NORTH OF A WITNESS
 AB2123'POST AND ABOUT LEVEL WITH THE HIGHWAY.
 AB2123
 AB2123                          STATION RECOVERY (1997)
 AB2123
 AB2123'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 AB2123'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTH OF GREELEY, 2.0 MI
 AB2123'(3.2 KM) SOUTH-SOUTHEAST OF LUCERNE AND 0.2 MI (0.3 KM) EAST OF MUMPER
 AB2123'CORNER, IN THE NORTHWEST 1/4 OF SECTION 32, T 6 N, R 65 W, AT
 AB2123'U.S.HIGHWAY 85 MILEPOST 270.44.  OWNERSHIP--COLORADO DEPT.OF
 AB2123'TRANSPORTATION RIGHT-OF-WAY TO REACH THE STATION FROM THE INTERSECTION
 AB2123'OF U.S. HIGHWAY 85, EIGHTH AVENUE, AND STATE HIGHWAY 263, EIGHTH
 AB2123'STREET, GO NORTH ON U. S.HIGHWAY 85 FOR 1.85 MI (2.98 KM) TO THE
 AB2123'INTERSECTION OF O STREET.  TURN RIGHT, EAST, FOR 0.05 MI (0.08 KM) TO
 AB2123'THE STATION ON THE RIGHT THE STATION IS A STANDARD CDOH CONTROL
 AB2123'MONUMENT DRIVEN ON TO THE TOP OF AN ALUMINUM ROD, FLUSH WITH THE
 AB2123'GROUND.  IT IS 41.8 M (137.1 FT) WEST OF THE WEST RAIL OF THE RAILROAD
 AB2123'TRACKS, 38.7 M (127.0 FT) EAST OF THE CENTER LINE OF THE NORTH BOUND
 AB2123'U. S. HIGHWAY 85, 26.7 M (87.6 FT) WEST OF BENCH MARK A 390 1983, 9.5
 AB2123'M (31.2 FT) SOUTH OF THE CENTER LINE OF O STREET, 1.1 M (3.6 FT) NORTH
 AB2123'OF THE RIGHT-OF-WAY FENCE, 0.5 M (1.6 FT) NORTH OF A WITNESS POST AND
 AB2123'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0782 ***********************************************************************
 JL0782  DESIGNATION -  CEBOLLA
 JL0782  PID         -  JL0782
 JL0782  STATE/COUNTY-  CO/GUNNISON
 JL0782  USGS QUAD   -  CARPENTER RIDGE (1982)
 JL0782
 JL0782                         *CURRENT SURVEY CONTROL
 JL0782  ___________________________________________________________________
 JL0782* NAD 83(1992)-  38 26 55.03052(N)    107 13 23.59452(W)     ADJUSTED  
 JL0782* NAVD 88     -      2722.6    (meters)    8932.     (feet)  VERTCON   
 JL0782  ___________________________________________________________________
 JL0782  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 JL0782  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 JL0782
 JL0782  HORZ ORDER  -  THIRD
 JL0782
 JL0782.The horizontal coordinates were established by classical geodetic methods
 JL0782.and adjusted by the National Geodetic Survey in January 1993..
 JL0782
 JL0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0782
 JL0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0782
 JL0782.The geoid height was determined by GEOID03.
 JL0782
 JL0782;                    North         East     Units Scale Factor Converg.
 JL0782;SPC CO C     -   374,528.969   763,982.776   MT  1.00000027   -1 05 12.5
 JL0782;SPC CO C     - 1,228,767.13  2,506,500.16   sFT  1.00000027   -1 05 12.5
 JL0782;UTM  13      - 4,257,933.374   305,991.096   MT  1.00006355   -1 22 58.3
 JL0782
 JL0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0782!SPC CO C     -   0.99957528  x   1.00000027  =   0.99957555
 JL0782!UTM  13      -   0.99957528  x   1.00006355  =   0.99963880
 JL0782
 JL0782:                Primary Azimuth Mark                     Grid Az
 JL0782:SPC CO C     -  LOOKOUT                                  306 42 27.0
 JL0782:UTM  13      -  LOOKOUT                                  307 00 12.8
 JL0782
 JL0782|---------------------------------------------------------------------|
 JL0782| PID    Reference Object                     Distance      Geod. Az  |
 JL0782|                                                           dddmmss.s |
 JL0782| JL0800 LOOKOUT                             APPROX. 7.5 KM 3053714.5 |
 JL0782|---------------------------------------------------------------------|
 JL0782
 JL0782                          SUPERSEDED SURVEY CONTROL
 JL0782
 JL0782  NAD 83(1986)-  38 26 55.02783(N)    107 13 23.60405(W) AD(       ) 3
 JL0782  NAD 27      -  38 26 55.05461(N)    107 13 21.40277(W) AD(       ) 3
 JL0782  NGVD 29 (07/19/86) 2721.1    (m)         8927.     (f) VERT ANG       
 JL0782
 JL0782.Superseded values are not recommended for survey control.
 JL0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0782.See file dsdata.txt to determine how the superseded data were derived.
 JL0782
 JL0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC0599157933(NAD 83)
 JL0782
 JL0782  HISTORY     - Date     Condition        Report By
 JL0782  HISTORY     - 1950     MONUMENTED       USGS
 JL0782  HISTORY     - 1950     GOOD             USGS
 JL0782
 JL0782                          STATION DESCRIPTION
 JL0782
 JL0782'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JL0782'REFERENCE MARKS WERE SET AND THE FOLLOWING DESCRIPTION SUBMITTED
 JL0782'
 JL0782'TO REACH FROM SAPINERO, FROM OLD RAILROAD STATION, GO W. ON U.S.
 JL0782'HIGHWAY 50 0.6 MI. TO SIDE RD., TURN LEFT OFF HIGHWAY AND GO W-E. 0.4
 JL0782'MI. TO RD. FORK, TAKE LEFT FORK AND GO 1.3 MI. TO RD. FORK, TURN
 JL0782'RIGHT, GO 4.3 MI. TO RD. FORK, TAKE RIGHT FORK, GO 0.9 MI. TO FORK,
 JL0782'TURN LEFT AND GO 0.7 MI. TO SHED, TURN RIGHT THEN S. 1.5 MI. TO RD.
 JL0782'FORK NEAR SADDLE, TURN LEFT AND CONTINUE N. ON TOP OF RIDGE 1.8 MI.
 JL0782'TO TRAIL FORK, TAKE LEFT FORK, GO 0.6 MI. TO SADDLE AND END OF
 JL0782'TRUCK TRAVEL.  PACK N. 0.7 MI. TO N. END OF RIDGE AND STATION.
 JL0782'
 JL0782'STATION MARK--ROCK CAIRN WITH 4 FT. BASE AND 8 FT. HIGH, BRONZE
 JL0782'TABLET, STAMPED ---CEBOLLA---, UNDER CAIRN.
 JL0782'
 JL0782'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---CEBOLLA
 JL0782'NO. 1 1950---, SET IN ROCK OUTCROP 57.30 FT. FROM STATION,
 JL0782'N 63 DEG 27 MIN W.
 JL0782'
 JL0782'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---CEBOLLA
 JL0782'NO. 2 1950---, SET IN ROCK OUTCROP 30.50 FT. FROM STATION,
 JL0782'S 50 DEG 31 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0877 ***********************************************************************
 JL0877  DESIGNATION -  CEDAR
 JL0877  PID         -  JL0877
 JL0877  STATE/COUNTY-  CO/DELTA
 JL0877  USGS QUAD   -  CEDAREDGE (1978)
 JL0877
 JL0877                         *CURRENT SURVEY CONTROL
 JL0877  ___________________________________________________________________
 JL0877* NAD 83(1992)-  38 52 58.42280(N)    107 53 12.57510(W)     ADJUSTED  
 JL0877* NAVD 88     -      1970.7    (meters)    6466.     (feet)  VERTCON   
 JL0877  ___________________________________________________________________
 JL0877  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 JL0877  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 JL0877
 JL0877  HORZ ORDER  -  THIRD
 JL0877
 JL0877.The horizontal coordinates were established by classical geodetic methods
 JL0877.and adjusted by the National Geodetic Survey in January 1993..
 JL0877
 JL0877.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0877
 JL0877.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0877
 JL0877.The geoid height was determined by GEOID03.
 JL0877
 JL0877;                    North         East     Units Scale Factor Converg.
 JL0877;SPC CO C     -   424,029.589   707,334.856   MT  0.99994312   -1 30 19.2
 JL0877;SPC CO C     - 1,391,170.41  2,320,647.77   sFT  0.99994312   -1 30 19.2
 JL0877;UTM  13      - 4,307,743.313   249,590.429   MT  1.00037221   -1 48 47.1
 JL0877
 JL0877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0877!SPC CO C     -   0.99969343  x   0.99994312  =   0.99963657
 JL0877!UTM  13      -   0.99969343  x   1.00037221  =   1.00006553
 JL0877
 JL0877:                Primary Azimuth Mark                     Grid Az
 JL0877:SPC CO C     -  ASPEN                                    166 52 16.3
 JL0877:UTM  13      -  ASPEN                                    167 10 44.2
 JL0877
 JL0877|---------------------------------------------------------------------|
 JL0877| PID    Reference Object                     Distance      Geod. Az  |
 JL0877|                                                           dddmmss.s |
 JL0877| JL0874 ASPEN                               APPROX. 4.6 KM 1652157.1 |
 JL0877|---------------------------------------------------------------------|
 JL0877
 JL0877                          SUPERSEDED SURVEY CONTROL
 JL0877
 JL0877  NAD 83(1986)-  38 52 58.42348(N)    107 53 12.55987(W) AD(       ) 3
 JL0877  NAD 27      -  38 52 58.49212(N)    107 53 10.33006(W) AD(       ) 3
 JL0877  NGVD 29 (07/19/86) 1969.4    (m)         6461.     (f) VERT ANG       
 JL0877
 JL0877.Superseded values are not recommended for survey control.
 JL0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0877.See file dsdata.txt to determine how the superseded data were derived.
 JL0877
 JL0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD4959007743(NAD 83)
 JL0877_MARKER: DD = SURVEY DISK
 JL0877_SETTING: 66 = SET IN ROCK OUTCROP
 JL0877_SP_SET: SET IN ROCK OUTCROP
 JL0877_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0877+STABILITY: POSITION/ELEVATION WELL
 JL0877
 JL0877  HISTORY     - Date     Condition        Report By
 JL0877  HISTORY     - 1951     MONUMENTED       USGS
 JL0877
 JL0877                          STATION DESCRIPTION
 JL0877
 JL0877'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JL0877'STATION LOCATED ABOUT 1.25 MI. S. AND 2 MI. E. OF CEDAREDGE, COLORADO,
 JL0877'IN THE NE. 1/4 OF SEC. 34, T 13 S, R 94 W.
 JL0877'
 JL0877'TO REACH FROM CEDAREDGE, COLORADO, PROCEED E. FROM POST OFFICE ALONG
 JL0877'STATE HIGHWAY 345 0.7 MI. TO Y-RD. S.  THENCE S. AND E. 0.9 MI. TO
 JL0877'T-RD. S.  PROCEED S. AND E. ALONG HIGHWAY 345 1.2 MI. TO T-RD. S.
 JL0877'THENCE S. FROM HIGHWAY 345 0.3 MI. ALONG GRAVEL RD. TO T-RD. W.
 JL0877'STATION LIES ABOUT 200 FT. TO THE E. OF THE T-RD. AND 4 FT. S. OF
 JL0877'FENCE.
 JL0877'
 JL0877'STATION MARK--STANDARD TABLET SET IN TOP OF LARGE SOLID ROCK
 JL0877'PROJECTING 0.1 FT. ABOVE GROUND, STAMPED ---CEDAR 1951---.
 JL0877'
 JL0877'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---RM
 JL0877'1---, SET IN SOLID ROCK ALONG FENCE, 31.70 FT. FROM STATION,
 JL0877'N 93 DEG 38 MIN E.
 JL0877'
 JL0877'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER SET IN LARGE ROCK ALONG
 JL0877'FENCE, 17.10 FT. FROM STATION, S 68 DEG 32 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0670 ***********************************************************************
 LM0670  DESIGNATION -  CEDAR
 LM0670  PID         -  LM0670
 LM0670  STATE/COUNTY-  CO/MOFFAT
 LM0670  USGS QUAD   -  CRAIG (1969)
 LM0670
 LM0670                         *CURRENT SURVEY CONTROL
 LM0670  ___________________________________________________________________
 LM0670* NAD 83(1992)-  40 34 35.11085(N)    107 36 30.09714(W)     ADJUSTED  
 LM0670* NAVD 88     -      2290.     (meters)    7513.     (feet)  SCALED    
 LM0670  ___________________________________________________________________
 LM0670  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 LM0670  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 LM0670
 LM0670  HORZ ORDER  -  THIRD
 LM0670
 LM0670.The horizontal coordinates were established by classical geodetic methods
 LM0670.and adjusted by the National Geodetic Survey in January 1993..
 LM0670
 LM0670.The orthometric height was scaled from a topographic map.
 LM0670
 LM0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0670
 LM0670.The geoid height was determined by GEOID03.
 LM0670
 LM0670;                    North         East     Units Scale Factor Converg.
 LM0670;SPC CO N     -   444,945.828   735,905.445   MT  0.99997297   -1 21 44.2
 LM0670;SPC CO N     - 1,459,793.10  2,414,383.11   sFT  0.99997297   -1 21 44.2
 LM0670;UTM  13      - 4,495,007.406   279,222.684   MT  1.00020001   -1 41 50.4
 LM0670
 LM0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0670!SPC CO N     -   0.99964318  x   0.99997297  =   0.99961616
 LM0670!UTM  13      -   0.99964318  x   1.00020001  =   0.99984312
 LM0670
 LM0670                          SUPERSEDED SURVEY CONTROL
 LM0670
 LM0670  NAD 83(1986)-  40 34 35.11344(N)    107 36 30.08565(W) AD(       ) 4
 LM0670  NAD 27      -  40 34 35.22000(N)    107 36 27.85000(W) AD(       ) 3
 LM0670
 LM0670.Superseded values are not recommended for survey control.
 LM0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0670.See file dsdata.txt to determine how the superseded data were derived.
 LM0670
 LM0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE7922395007(NAD 83)
 LM0670_MARKER: DD = SURVEY DISK
 LM0670_SETTING: 80 = SET IN A BOULDER
 LM0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0670+STABILITY: SURFACE MOTION
 LM0670
 LM0670  HISTORY     - Date     Condition        Report By
 LM0670  HISTORY     - 1937     MONUMENTED       CGS
 LM0670  HISTORY     - 1963     GOOD             USGS
 LM0670
 LM0670                          STATION DESCRIPTION
 LM0670
 LM0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LM0670'THE INTERSECTION STATION IS A CONICAL SHAPED CAIRN ABOUT
 LM0670'4 FEET ACROSS AND 6 FEET HIGH.  IT IS ABOUT 1 MILE AIR LINE
 LM0670'N OF THE STATION CEDAR MOUNTAIN.  A LITTLE LOWER THAN THE STATION
 LM0670'ON THE N END OF THE MOUNTAIN.
 LM0670'
 LM0670'CAIRN WAS NOT VISITED, BUT IS APPARENTLY A U.S.G.S. CAIRN.
 LM0670'
 LM0670'OBSERVED FROM STATIONS CEDAR MOUNTAIN AND CRAIG.
 LM0670
 LM0670                          STATION RECOVERY (1963)
 LM0670
 LM0670'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LM0670'RECOVERED AND REDESCRIBED AS FOLLOWS
 LM0670'
 LM0670'CRAIG, COLORADO, JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAYS 13
 LM0670'AND 789, W. END OF CRAIG, W. ALONG HIGHWAY 40 1.2 MI., THENCE N. 5.5
 LM0670'MI. ALONG STATE HIGHWAY 355, THENCE RIGHT, THROUGH WIRE GATE 1.0 MI.
 LM0670'TO RIDGE, FROM THIS POINT A JEEP CAN BE DRIVEN, PICKING WAY THROUGH
 LM0670'ROCKS, UP HILL TO TOP AND STATION.
 LM0670'
 LM0670'STATION MARK--STANDARD TABLET CEMENTED IN TOP OF BOULDER, NOT STAMPED,
 LM0670'SURROUNDED BY 6 FT. CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0676 ***********************************************************************
 LM0676  DESIGNATION -  CEDAR
 LM0676  PID         -  LM0676
 LM0676  STATE/COUNTY-  CO/MOFFAT
 LM0676  USGS QUAD   -  THORNBURGH GULCH (1973)
 LM0676
 LM0676                         *CURRENT SURVEY CONTROL
 LM0676  ___________________________________________________________________
 LM0676* NAD 83(1992)-  40 57 53.53369(N)    107 45 58.54432(W)     ADJUSTED  
 LM0676* NAVD 88     -      2012.6    (meters)    6603.     (feet)  VERTCON   
 LM0676  ___________________________________________________________________
 LM0676  LAPLACE CORR-           5.89  (seconds)                    DEFLEC99
 LM0676  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 LM0676
 LM0676  HORZ ORDER  -  THIRD
 LM0676
 LM0676.The horizontal coordinates were established by classical geodetic methods
 LM0676.and adjusted by the National Geodetic Survey in January 1997..
 LM0676
 LM0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0676
 LM0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0676
 LM0676.The geoid height was determined by GEOID03.
 LM0676
 LM0676;                    North         East     Units Scale Factor Converg.
 LM0676;SPC CO N     -   488,398.740   723,642.415   MT  1.00003450   -1 27 51.5
 LM0676;SPC CO N     - 1,602,354.87  2,374,150.16   sFT  1.00003450   -1 27 51.5
 LM0676;SPC WYEC     -   151,710.315   363,558.336   MT  0.99995384   -0 17 01.8
 LM0676;UTM  13      - 4,538,542.984   267,216.760   MT  1.00026699   -1 48 51.7
 LM0676
 LM0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0676!SPC CO N     -   0.99968672  x   1.00003450  =   0.99972121
 LM0676!SPC WYEC     -   0.99968672  x   0.99995384  =   0.99964057
 LM0676!UTM  13      -   0.99968672  x   1.00026699  =   0.99995363
 LM0676
 LM0676:                Primary Azimuth Mark                     Grid Az
 LM0676:SPC CO N     -  DIXON                                    081 34 07.2
 LM0676:SPC WYEC     -  DIXON                                    080 23 17.5
 LM0676:UTM  13      -  DIXON                                    081 55 07.4
 LM0676
 LM0676|---------------------------------------------------------------------|
 LM0676| PID    Reference Object                     Distance      Geod. Az  |
 LM0676|                                                           dddmmss.s |
 LM0676| MP0653 DIXON                               APPROX.23.0 KM 0800615.7 |
 LM0676|---------------------------------------------------------------------|
 LM0676
 LM0676                          SUPERSEDED SURVEY CONTROL
 LM0676
 LM0676  NAD 83(1992)-  40 57 53.53021(N)    107 45 58.53481(W) AD(       ) 3
 LM0676  NAD 83(1986)-  40 57 53.52748(N)    107 45 58.53463(W) AD(       ) 3
 LM0676  NAD 27      -  40 57 53.65252(N)    107 45 56.27322(W) AD(       ) 3
 LM0676  NGVD 29 (07/19/86) 2011.4    (m)         6599.     (f) VERT ANG       
 LM0676
 LM0676.Superseded values are not recommended for survey control.
 LM0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0676.See file dsdata.txt to determine how the superseded data were derived.
 LM0676
 LM0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF6721738543(NAD 83)
 LM0676_MARKER: DD = SURVEY DISK
 LM0676_SETTING: 0 = UNSPECIFIED SETTING
 LM0676_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0676
 LM0676  HISTORY     - Date     Condition        Report By
 LM0676  HISTORY     - 1956     MONUMENTED       USGS
 LM0676
 LM0676                          STATION DESCRIPTION
 LM0676
 LM0676'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 LM0676'STATION IS LOCATED ON A CEDAR COVERED RIDGE ABOUT 7.5 MI. (AIRLINE)
 LM0676'SW. OF BAGGS, WYOMING, ABOUT 2.6 MI. S. OF THE COLORADO-WYOMING
 LM0676'STATE LINE (MP 195), IN THE SW. 1/4 SEC. 30, T 12 N, R 92 W.
 LM0676'
 LM0676'TO REACH THE STATION FROM THE POST OFFICE IN BAGGS, WYOMING, PROCEED
 LM0676'S. ALONG STATE HIGHWAY 789 4.6 MI. TO T-RD. W. (ABOUT 2.0 MI. S. OF
 LM0676'COLORADO-WYOMING STATE LINE), TURN RIGHT (W.) 4.3 MI. TO RD. ---Y---,
 LM0676'CONTINUE W. 3.3 MI. TO RD. FORK (ABOUT 200 FT. W. OF A T-RD. N.),
 LM0676'TURN LEFT 0.15 MI. TO RD. FORK, TURN LEFT FOR 1.5 MI. FOLLOWING RD.
 LM0676'TO END, AND THENCE ACROSS COUNTRY ALONG A SE-NW. RIDGE TO THE HIGHEST
 LM0676'AND MOST PROMINENT CEDAR COVERED TOP AND THE STATION.
 LM0676'
 LM0676'STATION MARK--STANDARD USGS TABLET, SET IN CONCRETE POST PROJECTING
 LM0676'ABOUT 0.2 FT. ABOVE GROUND, AND STAMPED ---CEDAR 1956---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0533 ***********************************************************************
 KJ0533  DESIGNATION -  CEDAR
 KJ0533  PID         -  KJ0533
 KJ0533  STATE/COUNTY-  CO/ELBERT
 KJ0533  USGS QUAD   -  RIVER BEND (1970)
 KJ0533
 KJ0533                         *CURRENT SURVEY CONTROL
 KJ0533  ___________________________________________________________________
 KJ0533* NAD 83(1992)-  39 22 11.91499(N)    103 48 04.91649(W)     ADJUSTED  
 KJ0533* NAVD 88     -      1827.1    (meters)    5994.     (feet)  VERTCON   
 KJ0533  ___________________________________________________________________
 KJ0533  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 KJ0533  GEOID HEIGHT-         -19.29  (meters)                     GEOID03
 KJ0533
 KJ0533  HORZ ORDER  -  SECOND
 KJ0533
 KJ0533.The horizontal coordinates were established by classical geodetic methods
 KJ0533.and adjusted by the National Geodetic Survey in January 1993..
 KJ0533
 KJ0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0533
 KJ0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0533
 KJ0533.The geoid height was determined by GEOID03.
 KJ0533
 KJ0533;                    North         East     Units Scale Factor Converg.
 KJ0533;SPC CO C     -   476,749.060 1,060,762.721   MT  0.99994690   +1 04 16.7
 KJ0533;SPC CO C     - 1,564,134.21  3,480,185.69   sFT  0.99994690   +1 04 16.7
 KJ0533;UTM  13      - 4,358,519.699   603,250.636   MT  0.99973126   +0 45 37.4
 KJ0533
 KJ0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0533!SPC CO C     -   0.99971646  x   0.99994690  =   0.99966338
 KJ0533!UTM  13      -   0.99971646  x   0.99973126  =   0.99944780
 KJ0533
 KJ0533|---------------------------------------------------------------------|
 KJ0533| PID    Reference Object                     Distance      Geod. Az  |
 KJ0533|                                                           dddmmss.s |
 KJ0533| CP6767 CEDAR RM 1                           10.545 METERS 01019     |
 KJ0533| KJ0514 DICK                                APPROX.15.6 KM 0432711.9 |
 KJ0533| CP6768 CEDAR RM 2                           10.720 METERS 09812     |
 KJ0533|---------------------------------------------------------------------|
 KJ0533
 KJ0533                          SUPERSEDED SURVEY CONTROL
 KJ0533
 KJ0533  NAD 83(1986)-  39 22 11.90839(N)    103 48 04.91377(W) AD(       ) 2
 KJ0533  NAD 27      -  39 22 11.95927(N)    103 48 03.07806(W) AD(       ) 2
 KJ0533  NGVD 29 (07/19/86) 1826.2    (m)         5991.     (f) VERT ANG       
 KJ0533
 KJ0533.Superseded values are not recommended for survey control.
 KJ0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0533.See file dsdata.txt to determine how the superseded data were derived.
 KJ0533
 KJ0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD0325158520(NAD 83)
 KJ0533_MARKER: Z = SEE DESCRIPTION
 KJ0533_SETTING: 0 = UNSPECIFIED SETTING
 KJ0533
 KJ0533  HISTORY     - Date     Condition        Report By
 KJ0533  HISTORY     - 1970     MONUMENTED       USGS
 KJ0533
 KJ0533                          STATION DESCRIPTION
 KJ0533
 KJ0533'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (RDS)
 KJ0533'STATION IS LOCATED EAST 43 DEGREES NORTH ABOUT 23 MILES AIRLINE
 KJ0533'FROM SIMLA, COLORADO.  NORTH 32 DEGREES WEST ABOUT 9 MILES AIRLINE
 KJ0533'FROM LIMON, COLORADO.  73 FEET SOUTH OF THE SOUTH SIDE OF AN
 KJ0533'A.T. AND T. BUILDING EXTENDED.  63 FEET SOUTH OF THE SOUTH CYCLONE
 KJ0533'FENCE AROUND THE TOWER AND 4.5 FEET EAST OF A USGS WITNESS SIGN
 KJ0533'MOUNTED ON A METAL POST.  ON LAND OWNED BY A.T. AND T.
 KJ0533'
 KJ0533'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 24
 KJ0533'AND STATE HIGHWAY 71 NORTH IN LIMON, COLORADO, GO NORTH ON STATE
 KJ0533'HIGHWAY 71 FOR 8.2 MILES.  THENCE LEFT (WEST) ON GRADED ROAD FOR
 KJ0533'6.2 MILES TO ROAD JUNCTION AT A CATTLEGUARD.  TAKE LEFT FORK FOR
 KJ0533'0.6 MILE TO A SECOND ROAD FORK.  THENCE ON RIGHT FORK FOR 0.4
 KJ0533'MILE AND THE STATION SITE.
 KJ0533'
 KJ0533'ALL MARKS ARE USGS BRASS TABLETS SOLDERED TO COPPER COATED STEEL
 KJ0533'RODS CENTERED IN TILE 6 INCHES IN DIAMETER AND 12 INCHES LONG
 KJ0533'FILLED WITH GRAVEL AND SET FLUSH WITH THE GROUND SURFACE.
 KJ0533'
 KJ0533'STATION MARK IS A ROD DRIVEN 25 FEET TO REFUSAL.  TABLET STAMPED
 KJ0533'CEDAR ET 1970.
 KJ0533'
 KJ0533'REFERENCE MARK NO. 1 IS A ROD DRIVEN 25 FEET TO REFUSAL.  TABLET
 KJ0533'STAMPED CEDAR ET 1 1970.
 KJ0533'
 KJ0533'REFERENCE MARK NO. 2 IS A ROD DRIVEN 25 FEET TO REFUSAL.  TABLET
 KJ0533'STAMPED CEDAR ET 2 1970.
 KJ0533'
 KJ0533'STATION DICK USC AND GS 1960 IS VISIBLE FROM THE GROUND AT THIS
 KJ0533'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 KJ0533'
 KJ0533'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0716 ***********************************************************************
 LK0716  DESIGNATION -  CEDAR
 LK0716  PID         -  LK0716
 LK0716  STATE/COUNTY-  CO/LOGAN
 LK0716  USGS QUAD   -  DIPPER SPRING (1977)
 LK0716
 LK0716                         *CURRENT SURVEY CONTROL
 LK0716  ___________________________________________________________________
 LK0716* NAD 83(1992)-  40 54 37.64524(N)    103 32 45.04714(W)     ADJUSTED  
 LK0716* NAVD 88     -      1410.9    (meters)    4629.     (feet)  GPS OBS   
 LK0716  ___________________________________________________________________
 LK0716  X           -  -1,130,868.035 (meters)                     COMP
 LK0716  Y           -  -4,693,855.079 (meters)                     COMP
 LK0716  Z           -   4,155,824.796 (meters)                     COMP
 LK0716  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 LK0716  ELLIP HEIGHT-        1391.92  (meters)          (12/03/02) GPS OBS
 LK0716  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 LK0716
 LK0716  HORZ ORDER  -  FIRST
 LK0716  ELLP ORDER  -  FOURTH    CLASS II
 LK0716
 LK0716.The horizontal coordinates were established by GPS observations
 LK0716.and adjusted by the National Geodetic Survey in July 1996..
 LK0716
 LK0716.The orthometric height was determined by GPS observations and a
 LK0716.high-resolution geoid model.
 LK0716
 LK0716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0716
 LK0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0716
 LK0716.The ellipsoidal height was determined by GPS observations
 LK0716.and is referenced to NAD 83.
 LK0716
 LK0716.The geoid height was determined by GEOID03.
 LK0716
 LK0716;                    North         East     Units Scale Factor Converg.
 LK0716;SPC CO N     -   481,732.081 1,079,027.685   MT  1.00002310   +1 15 45.5
 LK0716;SPC CO N     - 1,580,482.67  3,540,110.00   sFT  1.00002310   +1 15 45.5
 LK0716;SPC NE       -   125,713.065   201,435.864   MT  0.99971221   -2 20 59.4
 LK0716;UTM  13      - 4,529,834.851   622,463.799   MT  0.99978459   +0 57 08.7
 LK0716
 LK0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0716!SPC CO N     -   0.99978171  x   1.00002310  =   0.99980480
 LK0716!SPC NE       -   0.99978171  x   0.99971221  =   0.99949398
 LK0716!UTM  13      -   0.99978171  x   0.99978459  =   0.99956635
 LK0716
 LK0716|---------------------------------------------------------------------|
 LK0716| PID    Reference Object                     Distance      Geod. Az  |
 LK0716|                                                           dddmmss.s |
 LK0716| CP6763 CEDAR RM 1                            9.342 METERS 05247     |
 LK0716| CP6762 CEDAR AZ MK                                        2331957.9 |
 LK0716| CP6764 CEDAR RM 2                           15.008 METERS 30155     |
 LK0716|---------------------------------------------------------------------|
 LK0716
 LK0716                          SUPERSEDED SURVEY CONTROL
 LK0716
 LK0716  ELLIP H (10/08/96) 1391.95   (m)                       GP(       ) 1 1
 LK0716  ELLIP H (07/08/96) 1392.21   (m)                       GP(       ) 1 1
 LK0716  NAD 83(1992)-  40 54 37.63607(N)    103 32 45.04794(W) AD(       ) 2
 LK0716  NAD 83(1986)-  40 54 37.63371(N)    103 32 45.04797(W) AD(       ) 2
 LK0716  NAD 27      -  40 54 37.68660(N)    103 32 43.27360(W) AD(       ) 2
 LK0716
 LK0716.Superseded values are not recommended for survey control.
 LK0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0716.See file dsdata.txt to determine how the superseded data were derived.
 LK0716
 LK0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF2246429835(NAD 83)
 LK0716_MARKER: DS = TRIANGULATION STATION DISK
 LK0716_SETTING: 66 = SET IN ROCK OUTCROP
 LK0716_STAMPING: CEDAR 1963
 LK0716_MARK LOGO: CGS   
 LK0716_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LK0716_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LK0716+STABILITY: POSITION/ELEVATION WELL
 LK0716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0716+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1995
 LK0716
 LK0716  HISTORY     - Date     Condition        Report By
 LK0716  HISTORY     - 1963     MONUMENTED       CGS
 LK0716  HISTORY     - 19950628 GOOD             MSAM
 LK0716
 LK0716                          STATION DESCRIPTION
 LK0716
 LK0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 LK0716'THE STATION IS LOCATED 21 MILES NORTH AND 6-1/2 MILES EAST OF
 LK0716'STONEHAM, IN THE SW 1/4 OF SECTION 20 T11N R55W, ON PROPERTY
 LK0716'OWNED BY MR. KEN CAMPBELL.
 LK0716'
 LK0716'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 71 AND
 LK0716'STATE HIGHWAY 14-3/4 MILE NORTHWEST OF STONEHAM, GO NORTH ON
 LK0716'STATE HIGHWAY 71 FOR 19.15 MILES TO A SIDE ROAD RIGHT.  TURN
 LK0716'RIGHT AND GO EAST FOR 6.1 MILES TO A SIDE ROAD LEFT.  TURN
 LK0716'LEFT AND GO NORTH FOR 0.15 MILE TO A GATE.  CONTINUE NORTH
 LK0716'FOR 0.85 MILES TO A GATE AND THE AZIMUTH MARK ON THE LEFT.
 LK0716'PASS THROUGH GATE, TURN SHARP RIGHT AND PASS THROUGH ANOTHER
 LK0716'GATE AND GO NORTHEAST ACROSS PASTURE FOR 0.5 MILE TO THE BASE
 LK0716'OF A LOW FLAT HILL AND THE END OF TRUCK TRAVEL.
 LK0716'
 LK0716'A FIVE MINUTE PACK.
 LK0716'
 LK0716'THE STATION MARK IS A STANDARD DISK STAMPED CEDAR 1963, CEMENTED
 LK0716'IN DRILL HOLE IN OUT CROPPING BED ROCK.  IT IS 3.0 FEET NORTH
 LK0716'OF THE WITNESS POST.
 LK0716'
 LK0716'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CEDAR NO 1 1963,
 LK0716'CEMENTED IN DRILL HOLE IN OUT CROPPING BED ROCK.  IT IS 31.4
 LK0716'FEET EAST-NORTHEAST OF THE WITNESS POST.
 LK0716'
 LK0716'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CEDAR NO 2 1963,
 LK0716'CEMENTED IN DRILL HOLE IN OUT CROPPING BED ROCK.  IT IS 51.8
 LK0716'FEET WEST OF THE WITNESS POST.
 LK0716'
 LK0716'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CEDAR 1963, CEMENTED
 LK0716'IN DRILL HOLE IN OUT CROPPING BED ROCK.  IT IS 75 FEET WEST
 LK0716'OF THE WEST GATE POST, 27 FEET SOUTH OF THE CENTER OF A
 LK0716'TRACK ROAD, 4 FEET NORTH OF A WIRE FENCE AND 3.0 FEET NORTHWEST
 LK0716'OF THE WITNESS POST.
 LK0716'
 LK0716'DIST. BETWEEN R.M.S 66.5 FT. 20.27 M.
 LK0716
 LK0716                          STATION RECOVERY (1995)
 LK0716
 LK0716'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0716'OWNERSHIP--CHIMNEY CANYON GRAZING ASSOCIATION, CONTACT MR.  AND MRS.
 LK0716'RODGERS (970) 522-3627.  RECOVERED RM 1 AND RM 2 IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0402 ***********************************************************************
 KJ0402  DESIGNATION -  CEDAR ET
 KJ0402  PID         -  KJ0402
 KJ0402  STATE/COUNTY-  CO/YUMA
 KJ0402  USGS QUAD   -  SPRING CANYON (1968)
 KJ0402
 KJ0402                         *CURRENT SURVEY CONTROL
 KJ0402  ___________________________________________________________________
 KJ0402* NAD 83(1992)-  39 42 05.42991(N)    102 22 37.14737(W)     ADJUSTED  
 KJ0402* NAVD 88     -      1234.5    (meters)    4050.     (feet)  VERTCON   
 KJ0402  ___________________________________________________________________
 KJ0402  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 KJ0402  GEOID HEIGHT-         -22.35  (meters)                     GEOID03
 KJ0402
 KJ0402  HORZ ORDER  -  SECOND
 KJ0402
 KJ0402.The horizontal coordinates were established by classical geodetic methods
 KJ0402.and adjusted by the National Geodetic Survey in January 1993..
 KJ0402
 KJ0402.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0402
 KJ0402.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0402
 KJ0402.The geoid height was determined by GEOID03.
 KJ0402
 KJ0402;                    North         East     Units Scale Factor Converg.
 KJ0402;SPC CO N     -   350,395.085 1,182,190.957   MT  1.00000248   +2 01 04.4
 KJ0402;SPC CO N     - 1,149,587.87  3,878,571.50   sFT  1.00000248   +2 01 04.4
 KJ0402;UTM  13      - 4,397,917.952   724,886.199   MT  1.00022268   +1 40 34.5
 KJ0402
 KJ0402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0402!SPC CO N     -   0.99980987  x   1.00000248  =   0.99981235
 KJ0402!UTM  13      -   0.99980987  x   1.00022268  =   1.00003250
 KJ0402
 KJ0402:                Primary Azimuth Mark                     Grid Az
 KJ0402:SPC CO N     -  MICROWAVE                                055 55 30.8
 KJ0402:UTM  13      -  MICROWAVE                                056 16 00.7
 KJ0402
 KJ0402|---------------------------------------------------------------------|
 KJ0402| PID    Reference Object                     Distance      Geod. Az  |
 KJ0402|                                                           dddmmss.s |
 KJ0402| CP7748 MICROWAVE                                          0575635.2 |
 KJ0402| CP6765 CEDAR ET RM 1                                      09757     |
 KJ0402| CP6766 CEDAR ET RM 2                                      20502     |
 KJ0402| KJ0401 WINGFIELD RESET                     APPROX.11.3 KM 2344928.8 |
 KJ0402|---------------------------------------------------------------------|
 KJ0402
 KJ0402                          SUPERSEDED SURVEY CONTROL
 KJ0402
 KJ0402  NAD 83(1986)-  39 42 05.42722(N)    102 22 37.14564(W) AD(       ) 2
 KJ0402  NAD 27      -  39 42 05.45773(N)    102 22 35.43754(W) AD(       ) 2
 KJ0402  NGVD 29 (07/19/86) 1234.0    (m)         4049.     (f) VERT ANG       
 KJ0402
 KJ0402.Superseded values are not recommended for survey control.
 KJ0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0402.See file dsdata.txt to determine how the superseded data were derived.
 KJ0402
 KJ0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD2488697918(NAD 83)
 KJ0402_MARKER: DD = SURVEY DISK
 KJ0402_SETTING: 0 = UNSPECIFIED SETTING
 KJ0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0402+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2001
 KJ0402
 KJ0402  HISTORY     - Date     Condition        Report By
 KJ0402  HISTORY     - 1968     MONUMENTED       USGS
 KJ0402  HISTORY     - 20010426 GOOD             LOCSUR
 KJ0402
 KJ0402                          STATION DESCRIPTION
 KJ0402
 KJ0402'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 KJ0402'THE STATION IS LOCATED 90 DEG WEST ABOUT 4.5 MILES AIRLINE FROM
 KJ0402'IDALIA, COLORADO NEAR THE NORTH-QUARTER CORNER OF SECTION 23,
 KJ0402'T.4S., R.45W.
 KJ0402'
 KJ0402'TO REACH FROM THE X-RDS. IN IDALIA, GO 4.5 MILES WEST ON
 KJ0402'U.S. HIGHWAY 36 TO T-RD. NORTH AND THE STATION SITE ON THE
 KJ0402'LEFT.  THE STATION IS 66.6 FEET SOUTH OF THE HIGHWAY, 20
 KJ0402'FT. EAST OF A FENCE CORNER AND 8.8 FEET NORTH OF A USGS
 KJ0402'WITNESS SIGN MOUNTED ON A WOODEN FENCE POST.
 KJ0402'
 KJ0402'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD ROD
 KJ0402'DRIVEN TO A DEPTH OF 15 FEET, CENTERED IN A PLASTIC PIPE, 6-IN. IN
 KJ0402'DIAMETER, 12-IN. LONG FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH
 KJ0402'THE GROUND AND IS STAMPED CEDAR ET 1968.
 KJ0402'
 KJ0402'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET
 KJ0402'CRIMPED TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET,
 KJ0402'CENTERED IN A PLASTIC PIPE, 6-IN. IN DIAMETER, 12-IN. LONG
 KJ0402'FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS
 KJ0402'STAMPED CEDAR ET 1968-1.
 KJ0402'
 KJ0402'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET
 KJ0402'CRIMPED TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET,
 KJ0402'CENTERED IN A PLASTIC PIPE, 6-IN. IN DIAMETER, 12-IN. LONG
 KJ0402'FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS
 KJ0402'STAMPED CEDAR ET 1968-2.
 KJ0402'
 KJ0402'THE Y-W ELECTRIC COMPANY ANTENNA IS VISIBLE FROM THE GROUND
 KJ0402'AND WILL SERVE AS THE AZIMUTH MARK.  THE MAST IS A RED AND WHITE
 KJ0402'STEEL STRUCTURE APPROXIMATELY 150 FT. HIGH.  IT IS LOCATED 2
 KJ0402'MILES NORTH AND 1.2 MILES WEST OF THE X-RDS IN IDALIA.  139
 KJ0402'FT. NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD AND 75 FEET
 KJ0402'EAST OF A NORTH-SOUTH FENCE.
 KJ0402
 KJ0402                          STATION RECOVERY (2001)
 KJ0402
 KJ0402'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (MSJ)
 KJ0402'FENCE CORNER AND WITNESS SIGN ARE GONE.  STATION MARK IS 24 FEET EAST
 KJ0402'OF THE SOUTHERLY EXTENTION OF A GRAVEL ROAD NORTH (COUNTY ROAD Y.5) ON
 KJ0402'THE EAST EDGE OF A FIELD ENTRANCE AND 8.8 FEET NORTH OF THE SOUTH
 KJ0402'RIGHT OF WAY FENCE OF U.S. HWY. 36
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0673 ***********************************************************************
 LM0673  DESIGNATION -  CEDAR MOUNTAIN
 LM0673  PID         -  LM0673
 LM0673  STATE/COUNTY-  CO/MOFFAT
 LM0673  USGS QUAD   -  CRAIG (1969)
 LM0673
 LM0673                         *CURRENT SURVEY CONTROL
 LM0673  ___________________________________________________________________
 LM0673* NAD 83(1992)-  40 33 56.54417(N)    107 36 33.28905(W)     ADJUSTED  
 LM0673* NAVD 88     -      2293.9    (meters)    7526.     (feet)  VERTCON   
 LM0673  ___________________________________________________________________
 LM0673  X           -  -1,468,397.213 (meters)                     COMP
 LM0673  Y           -  -4,626,383.792 (meters)                     COMP
 LM0673  Z           -   4,127,387.881 (meters)                     COMP
 LM0673  LAPLACE CORR-           3.58  (seconds)                    DEFLEC99
 LM0673  ELLIP HEIGHT-        2279.63  (meters)          (12/03/02) GPS OBS
 LM0673  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 LM0673
 LM0673  HORZ ORDER  -  SECOND
 LM0673  ELLP ORDER  -  FOURTH    CLASS II
 LM0673
 LM0673.The horizontal coordinates were established by classical geodetic methods
 LM0673.and adjusted by the National Geodetic Survey in December 2002..
 LM0673
 LM0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0673
 LM0673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LM0673
 LM0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0673
 LM0673.The ellipsoidal height was determined by GPS observations
 LM0673.and is referenced to NAD 83.
 LM0673
 LM0673.The geoid height was determined by GEOID03.
 LM0673
 LM0673;                    North         East     Units Scale Factor Converg.
 LM0673;SPC CO N     -   443,758.355   735,802.101   MT  0.99997192   -1 21 46.3
 LM0673;SPC CO N     - 1,455,897.20  2,414,044.06   sFT  0.99997192   -1 21 46.3
 LM0673;UTM  13      - 4,493,820.286   279,112.377   MT  1.00020061   -1 41 51.1
 LM0673
 LM0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0673!SPC CO N     -   0.99964253  x   0.99997192  =   0.99961446
 LM0673!UTM  13      -   0.99964253  x   1.00020061  =   0.99984307
 LM0673
 LM0673:                Primary Azimuth Mark                     Grid Az
 LM0673:SPC CO N     -  CEDAR                                    004 58 25.7
 LM0673:UTM  13      -  CEDAR                                    005 18 30.5
 LM0673
 LM0673|---------------------------------------------------------------------|
 LM0673| PID    Reference Object                     Distance      Geod. Az  |
 LM0673|                                                           dddmmss.s |
 LM0673| LM0670 CEDAR                               APPROX. 1.2 KM 0033639.4 |
 LM0673| CP4666 CEDAR MOUNTAIN RM 1                   7.228 METERS 11803     |
 LM0673| LM0671 CRAIG RAILROAD WATER TANK           APPROX. 8.1 KM 1385948.7 |
 LM0673| CP4665 CEDAR MOUNTAIN AZ MK                               1892946.2 |
 LM0673| CP4667 CEDAR MOUNTAIN RM 2                  12.647 METERS 32056     |
 LM0673|---------------------------------------------------------------------|
 LM0673
 LM0673                          SUPERSEDED SURVEY CONTROL
 LM0673
 LM0673  NAD 83(1992)-  40 33 56.54418(N)    107 36 33.28554(W) AD(       ) 2
 LM0673  ELLIP H (01/07/93) 2279.57   (m)                       GP(       ) 4 2
 LM0673  NAD 83(1986)-  40 33 56.54119(N)    107 36 33.27406(W) AD(       ) 2
 LM0673  NAD 27      -  40 33 56.64900(N)    107 36 31.03200(W) AD(       ) 2
 LM0673  NGVD 29 (07/19/86) 2292.6    (m)         7522.     (f) VERT ANG       
 LM0673
 LM0673.Superseded values are not recommended for survey control.
 LM0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0673.See file dsdata.txt to determine how the superseded data were derived.
 LM0673
 LM0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE7911293820(NAD 83)
 LM0673_MARKER: DS = TRIANGULATION STATION DISK
 LM0673_SETTING: 80 = SET IN A BOULDER
 LM0673_SP_SET: IN DRILL HOLE IN A BOULDER
 LM0673_STAMPING: CEDAR MTN 1937
 LM0673_MARK LOGO: CGS   
 LM0673_MAGNETIC: N = NO MAGNETIC MATERIAL
 LM0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0673+STABILITY: SURFACE MOTION
 LM0673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LM0673+SATELLITE: SATELLITE OBSERVATIONS - June 13, 1988
 LM0673
 LM0673  HISTORY     - Date     Condition        Report By
 LM0673  HISTORY     - 1937     MONUMENTED       CGS
 LM0673  HISTORY     - 1937     GOOD             CGS
 LM0673  HISTORY     - 1949     SEE DESCRIPTION  CGS
 LM0673  HISTORY     - 1953     GOOD             FAS
 LM0673  HISTORY     - 1980     GOOD             AME
 LM0673  HISTORY     - 19880613 GOOD             NGS
 LM0673
 LM0673                          STATION DESCRIPTION
 LM0673
 LM0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LM0673'STATION IS ON THE HIGHEST POINT OF A ROCKY RIDGE THAT EXTENDS TO
 LM0673'THE SE FROM THE MAIN FLAT-TOP OF CEDAR MOUNTAIN, A PROMINENT
 LM0673'VOLCANIC BUTTE LYING ABOUT 3-1/2 MILES N AND 3 MILES W OF CRAIG,
 LM0673'THE HIGHEST POINT IN THE VICINITY.
 LM0673'
 LM0673'STATION IS ON NARROW RIDGE COVERED WITH BOULDERS, ABOUT 100
 LM0673'FEET FROM E END.  IT IS A STANDARD BRONZE DISK SET IN TOP OF
 LM0673'A 2 1/2- BY 2 1/2-FOOT PROJECTING BOULDER, DISK STAMPED CEDAR
 LM0673'MOUNTAIN, 1937.
 LM0673'
 LM0673'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 LM0673'IN OUTCROPPING BEDROCK.
 LM0673'
 LM0673'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN TOP OF A PROJECTING
 LM0673'BOULDER THAT APPEARS TO BE LEDGE ROCK BUT IS SEPARATED BY
 LM0673'CLEAVAGE.  IT IS APPROXIMATELY 1 MILE SSW OF STATION ON A
 LM0673'LOW RIDGE ABOUT 200 YARDS FROM THE HIGHWAY NE OF WHITE HOUSE.
 LM0673'
 LM0673'AZIMUTH MARK IS ON TOP OF A LOW RIDGE E OF ROAD, 0.2 MILE N
 LM0673'OF THIS POINT.  FROM WHITE HOUSE CONTINUE ON MAIN ROAD FOR 0.5
 LM0673'MILE.  TAKE RIGHT FORK AND GO UP VALLEY 0.2 MILE TO A SPRING
 LM0673'ON RIGHT.  TAKE RIGHT FORK STRAIGHT AHEAD AND FOLLOW TRACK
 LM0673'ROAD UP OVER A LOW RIDGE, COVERED WITH PINONS AND AROUND
 LM0673'BUTTE FOR 0.6 MILE TO DIM FORK LEFT.  TAKE LEFT FORK AND FOLLOW
 LM0673'DIM ROAD FOR 0.6 MILE TO DIM FORK LEFT.  TAKE LEFT FORK AND
 LM0673'FOLLOW DIM ROAD UP TO TOP OF RIDGE PREVIOUSLY CROSSED AND ALONG
 LM0673'TOP OF RIDGE IN DIRECTION OF BUTTE FOR 0.5 MILE AND END OF
 LM0673'TRUCK TRAVEL.  PACK UP SADDLE BETWEEN TWO POINTS AND
 LM0673'THEN RIGHT TO TOP AND STATION.
 LM0673'
 LM0673'TO REACH STATION FROM CRAIG, GO W ON PAVED U.S. HIGHWAY 40,
 LM0673'FROM MAIN CORNER OF TOWN, 1.5 MILES.  SIGNS HERE READ BIG
 LM0673'GULCH 12, GREAT DIVIDE 30, TIMBER LAKE 27, TURN RIGHT, N, OFF
 LM0673'THE HIGHWAY AND GO N AND NW ON A GRADED ROAD THAT PASSES AROUND
 LM0673'THE W SIDE OF THE BUTTE FOR 3.3 MILES.  THERE IS A WHITE HOUSE
 LM0673'ON LEFT SIDE OF ROAD AT THIS POINT.
 LM0673
 LM0673                          STATION RECOVERY (1937)
 LM0673
 LM0673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937
 LM0673'RECOVERED IN GOOD CONDITION.
 LM0673
 LM0673                          STATION RECOVERY (1949)
 LM0673
 LM0673'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LM0673'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION AS
 LM0673'DESCRIBED, EXCEPT FOR A SLIGHT DIFFERENCE IN DIRECTION TO
 LM0673'REFERENCE MARK NO. 1.  THE CORRECT DIRECTION IS SHOWN BELOW.
 LM0673'A COMPLETE DESCRIPTION FOLLOWS--
 LM0673'
 LM0673'THE STATION IS LOCATED ON THE HIGHEST POINT OF CEDAR MOUNTAIN,
 LM0673'A PROMINENT VOLCANIC BUTTE ABOUT 4.0 MILES AIR LINE NORTHWEST
 LM0673'OF CRAIG.  THE STATION MARK, PROJECTS
 LM0673'14 INCHES AND IS STAMPED, CEDAR MTN 1937.
 LM0673'
 LM0673'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 LM0673'THE STATION MARK, PROJECTS 6 INCHES AND STAMPED, CEDAR MTN NO 1
 LM0673'1937.  IT IS DESCRIBED.
 LM0673'
 LM0673'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN THE
 LM0673'STATION MARK, PROJECTS 8 INCHES AND STAMPED, CEDAR MTN NO 2 1937.
 LM0673'IT IS DESCRIBED.
 LM0673'
 LM0673'THE AZIMUTH IS ABOUT 0.1 MILE EAST OF ROAD, 100 FEET NORTH OF
 LM0673'WHERE RIDGE DROPS SHARPLY TO THE SOUTH, 1 FOOT NORTH OF A SMALL
 LM0673'CAIRN, PROJECTS 12 INCHES AND STAMPED,
 LM0673'CEDAR MTN 1937.
 LM0673'
 LM0673'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40
 LM0673'AND STATE HIGHWAY 13 IN THE MAIN DISTRICT OF CRAIG, GO WEST
 LM0673'ON U.S. HIGHWAY 40 FOR 1.5 MILES TO A SIDE ROAD RIGHT, NORTH.
 LM0673'TURN RIGHT AND FOLLOW MAIN GRADED ROAD FOR 3.5 MILES TO JUST
 LM0673'WEST OF THE SOUTH END OF A SHARP RIDGE (THE AZIMUTH MARK IS
 LM0673'LOCATED ON THIS RIDGE AS DESCRIBED ABOVE).  CONTINUE NORTH
 LM0673'ON MAIN ROAD FOR 0.3 MILE TO A ROAD RIGHT, NORTHEAST.  TURN
 LM0673'RIGHT AND PASS THROUGH AND GO 0.2 MILE TO A SMALL POND ON THE
 LM0673'RIGHT.  CONTINUE FOR 0.5 MILE TO A TRACK ROAD ON THE LEFT.
 LM0673'TAKE TRACK ROAD FOR 0.1 MILE TO A VERY DIM TRACK ROAD TO
 LM0673'LEFT, NORTH.  TURN LEFT ON DIM TRACK ROAD AND FOLLOW IT UP
 LM0673'TOP OF RIDGE FOR ABOUT 0.6 MILE TO THE END OF ROAD AND THE
 LM0673'END OF TRUCK TRAVEL.  HERE PACK NORTH TO SADDLE BETWEEN
 LM0673'TWO POINTS AND THEN RIGHT TO THE HIGHEST POINT AND STATION.  A
 LM0673'20 MINUTE PACK.
 LM0673'
 LM0673'OBSERVATIONS MADE FROM A 1.2 METER TRIPOD.
 LM0673
 LM0673                          STATION RECOVERY (1953)
 LM0673
 LM0673'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1953
 LM0673'STATION AND REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.
 LM0673'STATION NOW ACCESSABLE BY 4-WHEEL DRIVE.  ENTER DRAW APPROXIMATELY
 LM0673'1 MILE NE OF STATION AND FOLLOW TRACK ROAD SE TO STATION.
 LM0673
 LM0673                          STATION RECOVERY (1980)
 LM0673
 LM0673'RECOVERY NOTE BY AERO-METRIC ENGINEERING INCORPORATED 1980 (TJL)
 LM0673'CEDAR MOUNTAIN RECOVERED GOOD.
 LM0673'
 LM0673'CEDAR MOUNTAIN (AZ MARK) RECOVERED GOOD.
 LM0673'
 LM0673'DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES N W OF
 LM0673'CRAIG.
 LM0673
 LM0673                          STATION RECOVERY (1988)
 LM0673
 LM0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LM0673'THE STATION WAS RECOVERED IN GOOD CONDITION IN 1986.  NOTE, PREVIOUS
 LM0673'DATA STATES THE MARK IS CEDAR MOUNTAIN 1937. THE MARK IS
 LM0673'STAMPED---CEDAR MTN 1937---, AND IS ON THE SAME PEAK WITH A MICROWAVE
 LM0673'TOWER.  OWNERSHIP--U.S. BUREAU OF LAND MANAGEMENT.
 LM0673'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40, STATE
 LM0673'HIGHWAY 13 AND COUNTY ROUTE 7, ABOUT 2.41 KM (1.50 MI) WEST OF CRAIG,
 LM0673'GO NORTH ON COUNTY ROUTE 7 FOR 2.41 KM (1.50 MI) TO A PAVED ROAD
 LM0673'LEFT, AREA IS BEING RE-ROUTED SO MILAGE MAY CHANGE.  TURN LEFT, WEST,
 LM0673'ON COUNTY ROUTE 7 FOR 5.07 KM (3.15 MI) TO A GRADED ROAD LEFT.
 LM0673'CONTINUE AHEAD ON COUNTY ROAD 7 FOR 1.45 KM (0.90 MI) TO A TRACK ROAD
 LM0673'RIGHT AT A GAP IN THE FENCE.  TURN RIGHT, ON A WINDING ROUGH ROAD FOR
 LM0673'0.48 KM (0.30 MI) TO A GATE.  CONTINUE AHEAD FOR 0.89 KM (0.55 MI) TO
 LM0673'A FORK ON A LOW RIDGE.  KEEP RIGHT ON THE MAIN ROAD FOR 1.21 KM
 LM0673'(0.75 MI) TO A ROAD LEFT, IN A SADDLE NEAR THE TOP OF THE PEAK.  TURN
 LM0673'LEFT, UPGRADE, FOR 0.16 KM (0.10 MI) TO THE MICROWARE TOWER.  BEAR
 LM0673'RIGHT UP THE RIDGE FOR ABOUT 40 M (131.2 FT) TO A UTILITY POLE AND
 LM0673'THE STATION 25 M (82.0 FT) SOUTHEAST ON THE RIDGE.
 LM0673'THE STATION IS A STANDARD CGS STATION DISK STAMPED---CEDAR MTN
 LM0673'1937---, SET IN A DRILL HOLE, IN A 0.5 M (1.6 FT) FLAT BOULDER,
 LM0673'PROJECTING 15 CM ABOVE THE GROUND.  NOTE, A SMALL CAIRN HAS BEEN
 LM0673'ERECTED OVER THE MARK.  LOCATED 20 M (65.6 FT) NORTHWEST OF THE
 LM0673'SOUTHEAST END OF THE RIDGE, 24.8 M (81.4 FT) SOUTHEAST OF A UTILITY
 LM0673'POLE, AND 4.4 M (14.4 FT) SOUTHEAST OF A FENCE LINE CROSSING THE
 LM0673'RIDGE.
 LM0673'UT-CO-WY-ID FAA AND VERNAL NCMN, JUNE 1988.
 LM0673'DESCRIBED BY GEORGE R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0494 ***********************************************************************
 HK0494  DESIGNATION -  CEDARWOOD
 HK0494  PID         -  HK0494
 HK0494  STATE/COUNTY-  CO/PUEBLO
 HK0494  USGS QUAD   -  GRANEROS FLATS (1970)
 HK0494
 HK0494                         *CURRENT SURVEY CONTROL
 HK0494  ___________________________________________________________________
 HK0494* NAD 83(1992)-  37 56 28.86821(N)    104 37 42.06367(W)     ADJUSTED  
 HK0494* NAVD 88     -      1783.4    (meters)    5851.     (feet)  GPS OBS   
 HK0494  ___________________________________________________________________
 HK0494  X           -  -1,272,293.760 (meters)                     COMP
 HK0494  Y           -  -4,874,521.589 (meters)                     COMP
 HK0494  Z           -   3,901,397.253 (meters)                     COMP
 HK0494  LAPLACE CORR-          -7.60  (seconds)                    DEFLEC99
 HK0494  ELLIP HEIGHT-        1764.67  (meters)          (12/03/02) GPS OBS
 HK0494  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 HK0494
 HK0494  HORZ ORDER  -  FIRST
 HK0494  ELLP ORDER  -  FOURTH    CLASS II
 HK0494
 HK0494.The horizontal coordinates were established by GPS observations
 HK0494.and adjusted by the National Geodetic Survey in January 1997..
 HK0494
 HK0494.The orthometric height was determined by GPS observations and a
 HK0494.high-resolution geoid model.
 HK0494
 HK0494.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HK0494
 HK0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0494
 HK0494.The ellipsoidal height was determined by GPS observations
 HK0494.and is referenced to NAD 83.
 HK0494
 HK0494.The geoid height was determined by GEOID03.
 HK0494
 HK0494;                    North         East     Units Scale Factor Converg.
 HK0494;SPC CO S     -   446,628.144   991,016.673   MT  0.99994714   +0 32 04.7
 HK0494;SPC CO S     - 1,465,312.50  3,251,360.53   sFT  0.99994714   +0 32 04.7
 HK0494;UTM  13      - 4,199,373.086   532,655.813   MT  0.99961313   +0 13 42.6
 HK0494
 HK0494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0494!SPC CO S     -   0.99972317  x   0.99994714  =   0.99967033
 HK0494!UTM  13      -   0.99972317  x   0.99961313  =   0.99933641
 HK0494
 HK0494|---------------------------------------------------------------------|
 HK0494| PID    Reference Object                     Distance      Geod. Az  |
 HK0494|                                                           dddmmss.s |
 HK0494| CM8625 CEDARWOOD RM 1                       13.544 METERS 08951     |
 HK0494| CM8624 CEDARWOOD AZ MK                                    1282017.2 |
 HK0494| CM8626 CEDARWOOD RM 2                       20.322 METERS 31108     |
 HK0494|---------------------------------------------------------------------|
 HK0494
 HK0494                          SUPERSEDED SURVEY CONTROL
 HK0494
 HK0494  ELLIP H (01/17/97) 1764.68   (m)                       GP(       ) 1 1
 HK0494  NAD 83(1992)-  37 56 28.86725(N)    104 37 42.06006(W) AD(       ) 1
 HK0494  NAD 83(1986)-  37 56 28.85597(N)    104 37 42.05281(W) AD(       ) 1
 HK0494  NAD 27      -  37 56 28.82600(N)    104 37 40.13100(W) AD(       ) 1
 HK0494  NGVD 29 (07/19/86) 1782.4    (m)         5848.     (f) VERT ANG       
 HK0494
 HK0494.Superseded values are not recommended for survey control.
 HK0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0494.See file dsdata.txt to determine how the superseded data were derived.
 HK0494
 HK0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB3265699373(NAD 83)
 HK0494_MARKER: DB = BENCH MARK DISK
 HK0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0494_STAMPING: CEDARWOOD 1949
 HK0494_MARK LOGO: CGS   
 HK0494_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HK0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0494+STABILITY: SURFACE MOTION
 HK0494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HK0494+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1995
 HK0494
 HK0494  HISTORY     - Date     Condition        Report By
 HK0494  HISTORY     - 1949     MONUMENTED       CGS
 HK0494  HISTORY     - 1952     GOOD             CGS
 HK0494  HISTORY     - 1963     GOOD             USAF
 HK0494  HISTORY     - 19950405 GOOD             CO-101
 HK0494
 HK0494                          STATION DESCRIPTION
 HK0494
 HK0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 HK0494'THE STATION IS LOCATED ON THE EAST END OF A HIGH, LARGE, FLAT
 HK0494'MESA ABOUT 24 MILES AIR LINE SOUTH OF PUEBLO, ABOUT 24 MILES
 HK0494'AIR LINE NORTH-NORTHEAST OF WALSENBURG AND ABOUT 1 MILE
 HK0494'AIR LINE WEST OF RAILROAD SIDING CEDARWOOD.  THE STATION MARK
 HK0494'IS 0.3 MILE WEST OF THE EAST END OF MESA, 0.2 MILE WEST-NORTHWEST
 HK0494'OF WHERE GRADED ROAD STARTS DOWN OVER BLUFFS, 42 PACES WEST
 HK0494'OF A FENCE CORNER, 23 PACES EAST OF A T-FENCE INTERSECTION,
 HK0494'12 FEET EAST OF A WHITE WITNESS POST, 2 FEET NORTH OF A FENCE
 HK0494'LINE, PROJECTS 6 INCHES AND IS STAMPED, CEDARWOOD 1949.
 HK0494'
 HK0494'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 HK0494'THE STATION MARK, 2 FEET NORTH OF A FENCE LINE, PROJECTS 6
 HK0494'INCHES AND IS STAMPED, CEDARWOOD NO 1 1949.
 HK0494'
 HK0494'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION
 HK0494'AS THE STATION MARK, 2 FEET EAST OF A FENCE LINE, PROJECTS
 HK0494'8 INCHES AND IS STAMPED, CEDARWOOD NO 2 1949.
 HK0494'
 HK0494'THE AZIMUTH MARK IS 13 PACES WEST OF THE CENTER LINE OF ROAD,
 HK0494'8 FEET NORTH OF A WHITE WITNESS POST, 2 FEET EAST OF A FENCE
 HK0494'LINE, PROJECTS 6 INCHES AND IS STAMPED, CEDARWOOD 1949.
 HK0494'
 HK0494'TO REACH THE STATION FROM WHERE U.S. HIGHWAY 85 CROSSES THE
 HK0494'ST. CHARLES RIVER, WHICH IS ABOUT 12 MILES SOUTH OF PUEBLO,
 HK0494'GO SOUTH ON HIGHWAY FOR 10.3 MILES TO A GRADED ROAD LEFT,
 HK0494'SIGN ON THE RIGHT MUSTANG 12 AND A SIGN ON THE LEFT CEDARWOOD
 HK0494'11, TURN LEFT AND FOLOW GRADED ROAD FOR 2.7 MILES TO A T-ROAD
 HK0494'LEFT, EAST.  TURN LEFT CROSSING A METAL BRIDGE AND GO 1.7
 HK0494'MILES TO WHERE THE ROAD TURNS DUE EAST.  GO DUE EAST FOR 7.5
 HK0494'MILES TO WHERE THE ROAD TURNS NORTH.  CONTINUE ON MAIN ROAD
 HK0494'FOR 0.15 MILE TO THE AZIMUTH ON THE LEFT, WEST.  CONTINUE ON
 HK0494'MAIN ROAD FOR 0.05 MILE TO TRACK ROAD LEFT, WEST.  TURN
 HK0494'LEFT AND GO 0.2 MILE TO A FENCE CORNER AND THE STATION AS
 HK0494'DESCRIBED ABOVE.  A DRIVE STATION.
 HK0494
 HK0494                          STATION RECOVERY (1952)
 HK0494
 HK0494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LGT)
 HK0494'THE STATION, A STANDARD DISK STAMPED CEDARWOOD 1949 IS SET
 HK0494'IN A SQUARE CONCRETE BLOCK.  REFERENCE MARKS 1 AND 2, STANDARD
 HK0494'DISKS STAMPED CEDARWOOD NO 1 1949 AND CEDARWOOD NO 2 1949
 HK0494'RESPECTIVELY ARE SET IN SQUARE CONCRETE BLOCKS.  THE AZIMUTH
 HK0494'MARK, A STANDARD DISK STAMPED CEDARWOOD 1949 IS SET IN A
 HK0494'SQUARE CONCRETE BLOCK, WERE RECOVERED IN GOOD CONDITION
 HK0494'AND AS DESCRIBED EXCEPT THAT THE DISTANCE TO REFERENCE MARK 1
 HK0494'SHOULD BE FOR REFERENCE MARK 2 AND VICA VERSA.  THE DISTANCE
 HK0494'TO REFERENCE MARK 1 IS 13.544 METERS OR 44.44 FEET AND THE
 HK0494'DISTANCE TO REFERENCE MARK 2 IS 20.322 METERS OR 66.67 FEET.
 HK0494'THE DIRECTIONS TO THE REFERENCE MARKS AND THE AZIMUTH MARK
 HK0494'WERE VERIFIED.
 HK0494
 HK0494                          STATION RECOVERY (1963)
 HK0494
 HK0494'RECOVERY NOTE BY US AIR FORCE 1963 (PED)
 HK0494'STATION MARK, AZIMUTH MARK, REFERENCE MARK NO. 1 AND REFERENCE
 HK0494'MARK NO. 2 WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 HK0494
 HK0494                          STATION RECOVERY (1995)
 HK0494
 HK0494'RECOVERY NOTE BY PUEBLO COUNTY COLORADO 1995 (PGG)
 HK0494'THE STATION IS LOCATED IN SOUTH-CENTRAL PUEBLO COUNTY ABOUT 23.3 MI
 HK0494'(37.5 KM) SOUTH OF DOWNTOWN PUEBLO, 9.1 MI (14.6 KM) EAST OF COLORADO
 HK0494'CITY, 0.6 MI (1.0 KM) ,AT THE TOP OF THE BLUFF WEST OF THE CEDARWOOD
 HK0494'SIDING ON THE DENVER RIO GRANDE TRACKS, IN THE SOUTHEAST 1/4 OF
 HK0494'SECTION 23 T24S R65W OF THE 6TH PM. OWNERSHIP-- LESLIE AND VIRGINIA
 HK0494'CARLSON, 1 SOLAR DRIVE, PUEBLO, CO 81005, (719)564-0843. TO REACH THE
 HK0494'STATION FROM INTERSTATE 25 AND ABBEY ROAD, EXIT 77, GO 0.05 MI (0.08
 HK0494'KM) SOUTH TO A STOP SIGN AND THE EASTERN FRONTAGE ROAD. TURN RIGHT,
 HK0494'SOUTHEASTERLY, ON THE FRONTAGE ROAD, CALLED ABBEY ROAD, FOR 3.2 MI
 HK0494'(5.1 KM) TO A SIDE ROAD LEFT, CEDARWOOD ROAD.  TURN LEFT, EAST, ON
 HK0494'CEDARWOOD ROAD, PASSING OVER THE GRANEROS RIVER AND CLIMBING A BLUFF,
 HK0494'FOR 2.5 MI (4.0 KM) TO A SIDE ROAD RIGHT, PICKNEY ROAD. CONTINUE
 HK0494'AHEAD, EAST FOR 2.1 MI (3.4 KM) TO AN OFFSET INTERSECTION OF CLAYMINE
 HK0494'ROAD TO THE SOUTH AND WOLFENBERGER ROAD TO THE NORTH. CONTINUE AHEAD,
 HK0494'EAST ON CEDARWOOD ROAD 4.75 MI (7.64 KM) TO A CATTLE GUARD AND A NO
 HK0494'TRESPASSING SIGN.  CONTINUE AROUND A LEFT CORNER AND PROCEED NORTHERLY
 HK0494'0.15 MI (0.24 KM) TO A SIDE ROAD LEFT. TURN LEFT, NORTHWEST WEST ONTO
 HK0494'A PRIVATE RANCH ROAD FOR 0.12 MI (0.19 KM) TO THE MARKER OFF THE LEFT,
 HK0494'SOUTHWEST EDGE OF THE ROAD. THE STATION MARK, AZIMUTH MARK, AND
 HK0494'REFERENCE POINTS 1 AND 2 WERE RECOVERED AS DESCRIBED IN 1952.  THE
 HK0494'STATION MARK IS 1.1 M (3.6 FT) EAST OF A NEW CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0729 ***********************************************************************
 JL0729  DESIGNATION -  CEMENT
 JL0729  PID         -  JL0729
 JL0729  STATE/COUNTY-  CO/GUNNISON
 JL0729  USGS QUAD   -  CEMENT MTN (1961)
 JL0729
 JL0729                         *CURRENT SURVEY CONTROL
 JL0729  ___________________________________________________________________
 JL0729* NAD 83(1992)-  38 48 27.68540(N)    106 48 47.94309(W)     ADJUSTED  
 JL0729* NAVD 88     -      3714.     (meters)   12185.     (feet)  SCALED    
 JL0729  ___________________________________________________________________
 JL0729  LAPLACE CORR-           5.69  (seconds)                    DEFLEC99
 JL0729  GEOID HEIGHT-         -14.00  (meters)                     GEOID03
 JL0729
 JL0729  HORZ ORDER  -  THIRD
 JL0729
 JL0729.The horizontal coordinates were established by classical geodetic methods
 JL0729.and adjusted by the National Geodetic Survey in January 1993..
 JL0729
 JL0729.The orthometric height was scaled from a topographic map.
 JL0729
 JL0729.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0729
 JL0729.The geoid height was determined by GEOID03.
 JL0729
 JL0729;                    North         East     Units Scale Factor Converg.
 JL0729;SPC CO C     -   413,785.551   800,336.330   MT  0.99994894   -0 49 41.9
 JL0729;SPC CO C     - 1,357,561.43  2,625,770.11   sFT  0.99994894   -0 49 41.9
 JL0729;UTM  13      - 4,296,997.859   342,551.802   MT  0.99990527   -1 08 12.0
 JL0729
 JL0729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0729!SPC CO C     -   0.99941981  x   0.99994894  =   0.99936878
 JL0729!UTM  13      -   0.99941981  x   0.99990527  =   0.99932513
 JL0729
 JL0729:                Primary Azimuth Mark                     Grid Az
 JL0729:SPC CO C     -  WHETSTONE MTN CAIRN                      277 16 38.4
 JL0729:UTM  13      -  WHETSTONE MTN CAIRN                      277 35 08.5
 JL0729
 JL0729|---------------------------------------------------------------------|
 JL0729| PID    Reference Object                     Distance      Geod. Az  |
 JL0729|                                                           dddmmss.s |
 JL0729| JL0732 WHETSTONE MTN CAIRN                 APPROX.14.6 KM 2762656.5 |
 JL0729|---------------------------------------------------------------------|
 JL0729
 JL0729                          SUPERSEDED SURVEY CONTROL
 JL0729
 JL0729  NAD 83(1986)-  38 48 27.68255(N)    106 48 47.95377(W) AD(       ) 3
 JL0729  NAD 27      -  38 48 27.70660(N)    106 48 45.82460(W) AD(       ) 3
 JL0729
 JL0729.Superseded values are not recommended for survey control.
 JL0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0729.See file dsdata.txt to determine how the superseded data were derived.
 JL0729
 JL0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC4255296998(NAD 83)
 JL0729_MARKER: DD = SURVEY DISK
 JL0729_SETTING: 66 = SET IN ROCK OUTCROP
 JL0729_SP_SET: SET IN ROCK OUTCROP
 JL0729_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0729+STABILITY: POSITION/ELEVATION WELL
 JL0729
 JL0729  HISTORY     - Date     Condition        Report By
 JL0729  HISTORY     - 1925     MONUMENTED       USGS
 JL0729  HISTORY     - 1958     GOOD             USGS
 JL0729
 JL0729                          STATION DESCRIPTION
 JL0729
 JL0729'DESCRIBED BY US GEOLOGICAL SURVEY 1925
 JL0729'A SUMMIT OF CEMENT MOUNTAIN, S. SIDE CEMENT CREEK AND ABOUT 10 MI. SE.
 JL0729'FROM TOWN OF CRESTED BUTTE.  STATION CAN BE REACHED WITH ANIMALS FROM
 JL0729'CEMENT RANGER STATION VIA THE BUSH RANCH AND HORSE BASIN.
 JL0729'
 JL0729'STATION MARK - BRONZE TABLET CEMENTED IN ROCK, UNSTAMPED.
 JL0729'
 JL0729'REFERENCE MARK - BRONZE REFERENCE TABLET CEMENTED IN ROCK, DISTANT
 JL0729'FROM STATION MARK 41.4 FT. AND, S 72 DEG 41 MIN E, -USED AS R.M. 2
 JL0729'FOR JUDY USC-GS 1953-.
 JL0729
 JL0729                          STATION RECOVERY (1958)
 JL0729
 JL0729'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958 (OSR)
 JL0729'THE STATION IS 212 FEET NORTH OF THE HIGHEST POINT OF CEMENT
 JL0729'MOUNTAIN, WHICH HAS AN ALTITUDE OF 12, 212 FEET.  IT IS ON
 JL0729'A TIMBER-FREE, NORTH-SOUTH RIDGE, ABOUT 10 MILES NORTH OF
 JL0729'ALMONT AND 10 MILES SOUTHEAST OF CRESTED BUTTE.  EAST CEMENT
 JL0729'MOUNTAIN LIES TO THE SOUTHEAST AND IS ABOUT 500 FEET LOWER
 JL0729'IN ELEVATION.  THE STATION IS ON THE HIGHEST PART OF THE
 JL0729'DIVIDE IN THE IMMEDIATE VICINITY BETWEEN SPRING AND TAYLOR
 JL0729'CREEKS.  A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 JL0729'JUDY AND THE DISTANCE IS 212.16 FEET AND/OR 64.668 METERS
 JL0729'NORTH-NORTHEAST OF THE STATION.
 JL0729'
 JL0729'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 JL0729'DISK, UNSTAMPED, CEMENTED IN A DRILL HOLE IN THE TOP OF A
 JL0729'14 X 24 INCH OUTCROP OF BEDROCK PROJECTING 2 INCHES.  IT
 JL0729'IS 75 FEET WEST OF THE EAST EDGE OF THE BLUFF AND 109 FEET SOUTH
 JL0729'OF THE NORTH EDGE OF THE BLUFF.  THERE IS A PARTLY TORN DOWN
 JL0729'CAIRN 11 FEET SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1878 ***********************************************************************
 KK1878  DESIGNATION -  CENTAUR
 KK1878  PID         -  KK1878
 KK1878  STATE/COUNTY-  CO/JEFFERSON
 KK1878  USGS QUAD   -  CONIFER (1994)
 KK1878
 KK1878                         *CURRENT SURVEY CONTROL
 KK1878  ___________________________________________________________________
 KK1878* NAD 83(1992)-  39 35 21.16712(N)    105 19 46.48656(W)     ADJUSTED  
 KK1878* NAVD 88     -      2529.3    (meters)    8298.     (feet)  VERTCON   
 KK1878  ___________________________________________________________________
 KK1878  LAPLACE CORR-         -15.56  (seconds)                    DEFLEC99
 KK1878  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 KK1878
 KK1878  HORZ ORDER  -  SECOND
 KK1878
 KK1878.The horizontal coordinates were established by classical geodetic methods
 KK1878.and adjusted by the National Geodetic Survey in January 1993..
 KK1878
 KK1878.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1878
 KK1878.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1878
 KK1878.The geoid height was determined by GEOID03.
 KK1878
 KK1878;                    North         East     Units Scale Factor Converg.
 KK1878;SPC CO C     -   499,734.093   929,041.096   MT  0.99997215   +0 06 26.9
 KK1878;SPC CO C     - 1,639,544.27  3,048,029.00   sFT  0.99997215   +0 06 26.9
 KK1878;UTM  13      - 4,382,217.381   471,699.302   MT  0.99960986   -0 12 36.1
 KK1878
 KK1878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1878!SPC CO C     -   0.99960556  x   0.99997215  =   0.99957772
 KK1878!UTM  13      -   0.99960556  x   0.99960986  =   0.99921557
 KK1878
 KK1878:                Primary Azimuth Mark                     Grid Az
 KK1878:SPC CO C     -  BEAR MTN                                 042 01 03.2
 KK1878:UTM  13      -  BEAR MTN                                 042 20 06.2
 KK1878
 KK1878|---------------------------------------------------------------------|
 KK1878| PID    Reference Object                     Distance      Geod. Az  |
 KK1878|                                                           dddmmss.s |
 KK1878| KK1885 BEAR MTN                            APPROX. 5.0 KM 0420730.1 |
 KK1878|---------------------------------------------------------------------|
 KK1878
 KK1878                          SUPERSEDED SURVEY CONTROL
 KK1878
 KK1878  NAD 83(1986)-  39 35 21.16505(N)    105 19 46.48702(W) AD(       ) 2
 KK1878  NAD 27      -  39 35 21.20239(N)    105 19 44.51343(W) AD(       ) 2
 KK1878  NGVD 29 (07/19/86) 2528.2    (m)         8295.     (f) VERT ANG       
 KK1878
 KK1878.Superseded values are not recommended for survey control.
 KK1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1878.See file dsdata.txt to determine how the superseded data were derived.
 KK1878
 KK1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7169982217(NAD 83)
 KK1878_MARKER: DD = SURVEY DISK
 KK1878_SETTING: 66 = SET IN ROCK OUTCROP
 KK1878
 KK1878  HISTORY     - Date     Condition        Report By
 KK1878  HISTORY     - 1955     MONUMENTED       USGS
 KK1878
 KK1878                          STATION DESCRIPTION
 KK1878
 KK1878'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 KK1878'STATION IS LOCATED ON THE HIGHEST POINT OF A LOW-TIMBER COVERED RIDGE,
 KK1878'ABOUT 2.9 MI. S. OF EVERGREEN, ABOUT 4.0 MI. N. OF CONIFER JUNCTION
 KK1878'AND ABOUT 8.5 MI. SW. OF MORRISON.
 KK1878'
 KK1878'TO REACH FROM POST OFFICE IN EVERGREEN, TAKE STATE HIGHWAY 73 S. ALONG
 KK1878'MARSHDALE-CONIFER JUNCTION ROAD FOR 5.1 MI. TO ENTRANCE GATE TO
 KK1878'CENTAUR RANCH.  TURN RIGHT THROUGH GATE, UP HILL, FOR 0.1 MI. TO FORKS
 KK1878'AT BARN.  TAKE LEFT FORK UP HILL FOR 1.1 MI. TO FORK.  TAKE RIGHT FORK
 KK1878'FOR 0.1 MI. TO FORKS.  TAKE RIGHT FORK FOR 0.7 MI. TO GATE IN FENCE
 KK1878'AND FORKS.  TAKE LEFT FORK FOR 0.6 MI. TO FORK.  TAKE RIGHT FORK FOR
 KK1878'0.2 MI. TO CLEARING.  BEAR LEFT 0.1 MI. TO ROCK OUTCROP, HIGHEST POINT
 KK1878'ON RIDGE AND STATION.
 KK1878'
 KK1878'STATION MARK--STANDARD TABLET IN ROCK, STAMPED ---CENTAUR 1955---.
 KK1878'
 KK1878'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1911 ***********************************************************************
 KK1911  DESIGNATION -  CENTENNIAL
 KK1911  PID         -  KK1911
 KK1911  STATE/COUNTY-  CO/JEFFERSON
 KK1911  USGS QUAD   -  RALSTON BUTTES (1965)
 KK1911
 KK1911                         *CURRENT SURVEY CONTROL
 KK1911  ___________________________________________________________________
 KK1911* NAD 83(1992)-  39 45 09.18165(N)    105 21 32.08387(W)     ADJUSTED  
 KK1911* NAVD 88     -      2644.1    (meters)    8675.     (feet)  VERTCON   
 KK1911  ___________________________________________________________________
 KK1911  LAPLACE CORR-         -17.15  (seconds)                    DEFLEC99
 KK1911  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 KK1911
 KK1911  HORZ ORDER  -  FIRST
 KK1911
 KK1911.The horizontal coordinates were established by classical geodetic methods
 KK1911.and adjusted by the National Geodetic Survey in January 1993..
 KK1911
 KK1911.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1911
 KK1911.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1911
 KK1911.The geoid height was determined by GEOID03.
 KK1911
 KK1911;                    North         East     Units Scale Factor Converg.
 KK1911;SPC CO C     -   517,864.564   926,493.239   MT  1.00000051   +0 05 20.3
 KK1911;SPC CO C     - 1,699,027.32  3,039,669.90   sFT  1.00000051   +0 05 20.3
 KK1911;UTM  13      - 4,400,354.911   469,253.027   MT  0.99961164   -0 13 46.3
 KK1911
 KK1911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1911!SPC CO C     -   0.99958758  x   1.00000051  =   0.99958809
 KK1911!UTM  13      -   0.99958758  x   0.99961164  =   0.99919938
 KK1911
 KK1911:                Primary Azimuth Mark                     Grid Az
 KK1911:SPC CO C     -  CRAWFORD                                 086 27 20.3
 KK1911:UTM  13      -  CRAWFORD                                 086 46 26.9
 KK1911
 KK1911|---------------------------------------------------------------------|
 KK1911| PID    Reference Object                     Distance      Geod. Az  |
 KK1911|                                                           dddmmss.s |
 KK1911| KK1903 CRAWFORD                            APPROX. 6.8 KM 0863240.6 |
 KK1911| CP6772 CENTENNIAL RM 1                       2.163 METERS 10648     |
 KK1911| KK1865 GENESEE                             APPROX. 7.9 KM 1342440.5 |
 KK1911| CP6773 CENTENNIAL RM 2                       3.583 METERS 22201     |
 KK1911|---------------------------------------------------------------------|
 KK1911
 KK1911                          SUPERSEDED SURVEY CONTROL
 KK1911
 KK1911  NAD 83(1986)-  39 45 09.17894(N)    105 21 32.08269(W) AD(       ) 1
 KK1911  NAD 27      -  39 45 09.22233(N)    105 21 30.10981(W) AD(       ) 1
 KK1911  NGVD 29 (07/19/86) 2643.0    (m)         8671.     (f) VERT ANG       
 KK1911
 KK1911.Superseded values are not recommended for survey control.
 KK1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1911.See file dsdata.txt to determine how the superseded data were derived.
 KK1911
 KK1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE6925300355(NAD 83)
 KK1911_MARKER: DD = SURVEY DISK
 KK1911_SETTING: 66 = SET IN ROCK OUTCROP
 KK1911_STAMPING: CENTENNIAL 1941
 KK1911_MARK LOGO: USGS  
 KK1911_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK1911_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1911
 KK1911  HISTORY     - Date     Condition        Report By
 KK1911  HISTORY     - 1941     MONUMENTED       USGS
 KK1911  HISTORY     - 1977     GOOD             NGS
 KK1911  HISTORY     - 19820928 GOOD             NGS
 KK1911
 KK1911                          STATION DESCRIPTION
 KK1911
 KK1911'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 KK1911'STATION IS LOCATED ON THE HIGHEST POINT OF CENTENNIAL CONE, A WELL
 KK1911'KNOWN POINT IN THIS LOCALITY, AND IS BEST REACHED FROM THE SMITH AND
 KK1911'ROBINSON HILL ROAD.
 KK1911'
 KK1911'STATION MARK--A STANDARD BRONZE TABLET CEMENTED IN SOLID ROCK, STAMPED
 KK1911'---CENTENNIAL R 1941---.
 KK1911'
 KK1911'REFERENCE MARK NO. 1--A STANDARD REFERENCE TABLET CEMENTED IN SOLID
 KK1911'ROCK, STAMPED ---NO 1---, 7.10 FT. DISTANT FROM STATION MARK,
 KK1911'N 73 DEG 33 MIN W.
 KK1911'
 KK1911'REFERENCE MARK NO. 2--A STANDARD REFERENCE TABLET CEMENTED IN SOLID
 KK1911'ROCK, STAMPED ---NO 2---, 11.80 FT. DISTANT FROM STATION MARK,
 KK1911'N 41 DEG 33 MIN E.
 KK1911
 KK1911                          STATION RECOVERY (1977)
 KK1911
 KK1911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1911'THE STATION IS LOCATED ON THE WEST AND HIGHEST OF 2 PEAKS ON
 KK1911'CENTENNIAL CONE, 8 MILES WEST OF GOLDEN, 5 MILES SOUTH-
 KK1911'SOUTHEAST OF THE SOUTH EDGE OF GOLDEN GATE CANYON STATE PARK,
 KK1911'3 MILES NORTH OF INTERSTATE HIGHWAY 70, 2 MILES EAST-NORTHEAST
 KK1911'OF THE JEFFERSON-GILPIN-CLEAR CREEK COUNTIES JUNCTION CORNER,
 KK1911'IN NORTH CENTRAL SECTION 32, T 3 S, R 71 W, ON PROPERTY OF
 KK1911'BERT CHASE, ROUTE 6, GOLDEN.  PHONE NUMBER IS 277-0108.
 KK1911'
 KK1911'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 58 AND
 KK1911'COUNTY ROUTE 93 IN NORTH SECTION OF GOLDEN, GO NORTH ON ROUTE
 KK1911'93 FOR 1.1 MILES TO A ROAD LEFT.  TURN LEFT, WEST, ON COUNTY
 KK1911'ROUTE 70 (GOLDEN GATE CANYON ROAD) FOR 3.9 MILES TO A DIRT
 KK1911'ROAD RIGHT (CRAWFORD GULCH ROAD).  CONTINUE ON ROUTE 70 FOR
 KK1911'4.0 MILES TO A DIRT ROAD LEFT.  TURN LEFT, SOUTHWEST, ON
 KK1911'COUNTY ROUTE 69 (ROBINSON HILL ROAD) FOR 1.05 MILES TO A FORK
 KK1911'AT TOP OF HILL.  KEEP LEFT, SOUTH, FOR 0.5 MILE TO A FORK AND
 KK1911'LOCKED GATE.  (MR. CHASES HOUSE IS LOCATED ON THE ROAD TO THE
 KK1911'RIGHT).  CONTINUE STRAIGHT AHEAD THROUGH GATE ON TRACK ROAD
 KK1911'FOR 1.55 MILES TO A LOCKED GATE.  PASS THROUGH GATE FOR 0.2
 KK1911'MILE TO A FORK.  KEEP LEFT FOR 0.35 MILE TO A FORK ON SIDE
 KK1911'OF THE HILL.  BEAR RIGHT, UPHILL, ON TRACK ROAD FOR 0.1 MILE
 KK1911'TO A GATE.  PASS THROUGH GATE FOR 0.25 MILE TO A SLIGHT
 KK1911'DRAW ON THE LEFT AT A LOG SPRING HOUSE AND END OF TRUCK
 KK1911'TRAVEL.  PACK WESTERLY UP SLOPE INTO THE WOODS, KEEPING
 KK1911'TO THE NORTH SIDE OF THE HILL.  AFTER CROSSING FIRST
 KK1911'RIDGE, BEAR LEFT, SOUTHERLY UP DRAW TO TOP OF HILL AND
 KK1911'SADDLE.  TURN RIGHT, WEST, ALONG ROCKY RIDGE TO HIGH POINT AND
 KK1911'STATION.  THIS IS A 3/4 HOUR PACK IN LOOSE SHALE WITH SOME
 KK1911'BOULDER CLIMBING.
 KK1911'
 KK1911'STATION MARK, STAMPED---CENTENNIAL 1941---, IS A U.S.
 KK1911'GEOLOGICAL SURVEY DISK CEMENTED IN A DRILL HOLE IN A FOOT
 KK1911'SQUARE BOULDER THAT PROJECTS 6 INCHES ABOVE GROUND.  IT IS
 KK1911'1.5 FEET SOUTHEAST OF A 2 FOOT HIGH OUTCROP (HIGH POINT OF
 KK1911'HILL), AND 52 FEET EAST OF A DROPOFF.
 KK1911'
 KK1911'REFERENCE MARK 1, UNSTAMPED, IS A U.S. GEOLOGICAL SURVEY DISK
 KK1911'CEMENTED IN A DRILL HOLE IN A SHARP RIDGED OUTCROP THAT
 KK1911'PROJECTS 1 FOOT ABOVE GROUND.  IT IS 8 FEET EAST OF THE HIGH
 KK1911'POINT.
 KK1911'
 KK1911'REFERENCE MARK 2, UNSTAMPED, IS A U.S. GEOLOGICAL SURVEY DISK
 KK1911'CEMENTED IN A DRILL HOLE IN A SHARP RIDGED OUTCROP THAT
 KK1911'PROJECTS 2 FEET ABOVE GROUND.  IT IS 12 FEET SOUTH-SOUTHWEST
 KK1911'OF THE HIGH POINT.
 KK1911'
 KK1911'NO AZIMUTH MARK FOR THIS STATION.
 KK1911'
 KK1911'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1 METER.
 KK1911
 KK1911                          STATION RECOVERY (1982)
 KK1911
 KK1911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 KK1911'THE STATION MARK WAS RECOVERED BATTERED BUT STILL SOLID THE DRILL HOLE
 KK1911'FOR RM 1 WAS FOUND REFERENCE MARK 2 WAS RECOVERED BATTERED BUT STILL
 KK1911'SOUND REFERENCE MARKS 3 AND 4 WERE SET AT THIS TIME AND NO AZIMUTH
 KK1911'MARK HAS BEEN SET AT THIS STATION.  THE DISTANCE TO REFERENCE MARK 2
 KK1911'CHECKED WITH THE 1977 DATA.  THE LOCATION TO REACH AND DESCRIPTION TO
 KK1911'THE STATION MARK WERE ADEQUATE IN THE 1977 DESCRIPTION.
 KK1911' 
 KK1911'REFERENCE MARK NO 2 IS A STANDARD USGS DISK STAMPED--NO 2--, SET INTO
 KK1911'ROCK OUTCROP. THE REFERENCE MARK IS CEMENTED IN A DRILL HOLE IN A
 KK1911'SHARP RIDGED OUTCROP THAT PROJECTS 0.6 M (2.0 FT) ABOVE GROUND.
 KK1911'LOCATED 3.7 METERS (12.1 FT) SOUTH SOUTHWEST FROM THE HIGH POINT ON
 KK1911'THE HILL. SOUTH-SOUTHWEST FROM THE HIGH POINT ON THE HILL.
 KK1911' 
 KK1911'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--CENTENNIAL USGS
 KK1911'1977 NO 3 1982--, SET INTO ROCK OUTCROP.  THE REFERENCE MARK IS
 KK1911'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP.  LOCATED 10 FEET
 KK1911'(3.0 METERS) WEST FROM THE HIGH POINT OF THE HILL.
 KK1911' 
 KK1911'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--CENTENNIAL USGS
 KK1911'1977 NO 4 1982--, SET INTO A ROCK OUTCROP.  THE REFERENCE MARK IS
 KK1911'CEMENTED IN A DRILL HOLE IN A ROCK OUTCROP.  LOCATED 9.1 METERS 29.9
 KK1911'EAST SOUTHEAST FROM THE HIGH POINT ON THE HILL, AND 3 FEET (0.9 METER)
 KK1911'LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8175 ***********************************************************************
 AA8175  DESIGNATION -  CENTER
 AA8175  PID         -  AA8175
 AA8175  STATE/COUNTY-  CO/ARAPAHOE
 AA8175  USGS QUAD   -  FITZSIMONS (1994)
 AA8175
 AA8175                         *CURRENT SURVEY CONTROL
 AA8175  ___________________________________________________________________
 AA8175* NAD 83(1992)-  39 42 20.42408(N)    104 48 52.04817(W)     ADJUSTED  
 AA8175* NAVD 88     -      1682.47   (meters)    5519.9    (feet)  LEVELING  
 AA8175  ___________________________________________________________________
 AA8175  X           -  -1,256,697.081 (meters)                     COMP
 AA8175  Y           -  -4,751,552.437 (meters)                     COMP
 AA8175  Z           -   4,053,961.294 (meters)                     COMP
 AA8175  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 AA8175  ELLIP HEIGHT-        1664.89  (meters)          (12/03/02) GPS OBS
 AA8175  GEOID HEIGHT-         -17.58  (meters)                     GEOID03
 AA8175
 AA8175  HORZ ORDER  -  FIRST
 AA8175  VERT ORDER  -  THIRD ?
 AA8175  ELLP ORDER  -  FOURTH    CLASS II
 AA8175
 AA8175.The horizontal coordinates were established by GPS observations
 AA8175.and adjusted by the National Geodetic Survey in September 1995..
 AA8175
 AA8175.The orthometric height was determined by differential leveling.
 AA8175.The vertical network tie was performed by a horz. field party for horz.
 AA8175.obs reductions. Reset procedures were used to establish the elevation.
 AA8175
 AA8175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8175
 AA8175.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8175
 AA8175.The ellipsoidal height was determined by GPS observations
 AA8175.and is referenced to NAD 83.
 AA8175
 AA8175.The geoid height was determined by GEOID03.
 AA8175
 AA8175;                    North         East     Units Scale Factor Converg.
 AA8175;SPC CO C     -   512,872.281   973,192.430   MT  0.99999153   +0 25 56.5
 AA8175;SPC CO C     - 1,682,648.48  3,192,882.16   sFT  0.99999153   +0 25 56.5
 AA8175;UTM  13      - 4,395,107.124   515,905.618   MT  0.99960311   +0 07 06.7
 AA8175
 AA8175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8175!SPC CO C     -   0.99973887  x   0.99999153  =   0.99973041
 AA8175!UTM  13      -   0.99973887  x   0.99960311  =   0.99934209
 AA8175
 AA8175                          SUPERSEDED SURVEY CONTROL
 AA8175
 AA8175  ELLIP H (09/27/95) 1664.93   (m)                       GP(       ) 1 1
 AA8175
 AA8175.Superseded values are not recommended for survey control.
 AA8175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8175.See file dsdata.txt to determine how the superseded data were derived.
 AA8175
 AA8175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED1590695107(NAD 83)
 AA8175_MARKER: I = METAL ROD
 AA8175_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AA8175+WITH SETTING: INFORMATION.
 AA8175_STAMPING: CENTER PT
 AA8175_MARK LOGO: NGS   
 AA8175_MAGNETIC: I = MARKER IS A STEEL ROD
 AA8175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8175+SATELLITE: SATELLITE OBSERVATIONS - 1983
 AA8175
 AA8175  HISTORY     - Date     Condition        Report By
 AA8175  HISTORY     - 1983     MONUMENTED       CGS
 AA8175
 AA8175                          STATION DESCRIPTION
 AA8175
 AA8175'DESCRIBED BY COAST AND GEODETIC SURVEY 1983
 AA8175'THE STATION WILL BE USED DURING A GPS PROJECT. THE STATION IS LOCATED
 AA8175'IN THE CENTREPOINT AREA OF AURORA, COLORADO NEAR THE INTERSECTION OF
 AA8175'CENTREPOINT DRIVE AND EAST CENTER AVENUE IN THE NORTHEAST 1/4 OF
 AA8175'SECTION 18, T 4 S, R 66 W, 6TH P.M. OWNERSHIP--CITY OF AURORA. TO
 AA8175'REACH THE STATION FROM THE JUNCTION OF EAST MISSISSIPPI AVENUE AND
 AA8175'I-225 (EXIT 7), GO EAST ON EAST MISSISSIPPI AVENUE FOR 0.5 MI (0.8 KM)
 AA8175'TO SOUTH SABLE BLVD, TURN LEFT ON TO SOUTH SABLE BLVD, AND PROCEED
 AA8175'NORTH FOR 0.5 MI (0.8 KM) TO EAST EXPOSITION AVENUE. TURN RIGHT, AND
 AA8175'PROCEED EAST ON EAST EXPOSITION AVENUE FOR 0.2 MI (0.3 KM) TO
 AA8175'CENTREPOINT DRIVE, TURN LEFT ONTO CENTREPOINT DRIVE AND PROCEED
 AA8175'NORTHERLY FOR 0.1 MI (0.2 KM) TO EAST CENTER AVENUE AND THE STATION ON
 AA8175'THE RIGHT.  THE STATION IS LOCATED NEAR THE CENTER OF EAST EAST CENTER
 AA8175'DRIVE AND ABOUT 64 FT (19.5 M) EAST-NORTHEAST OF THE CENTER OF
 AA8175'CENTREPOINT DRIVE. THE STATION IS A 1 IN DIAMETER ROD WITH BALL
 AA8175'BEARING DRIVEN TO REFUSAL INSIDE A 3 IN PVC CASING UNDER A LOCKING GAS
 AA8175'FILLER CAP IN A RANGE BOX SET FLUSH WITH THE SURFACE OF THE ROAD.  IT
 AA8175'IS 64 FT (19.5 M) EAST-NORTHEAST OF THE CENTER OF CENTREPOINT DRIVE,
 AA8175'29.4 FT (9.0 M) SOUTH-SOUTHEAST OF THE NORTH FLOW LINE OF EAST CENTER
 AA8175'AVENUE, 20.6 FT (6.3 M) NORTH-NORTHWEST OF THE SOUTH FLOW LINE OF EAST
 AA8175'CENTER AVENUE, 33.9 FT (10.3 M) WEST-SOUTHWEST OF A CITY OF AURORA
 AA8175'RANGE BOX, AND 3.7 FT (1.1 M) EAST-NORTHEAST OF A CITY OF AURORA RANGE
 AA8175'BOX. DESCRIPTION BY K.A. WILLIAMS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0453 ***********************************************************************
 HL0453  DESIGNATION -  CENTER BLACK AND SILVER TANK
 HL0453  PID         -  HL0453
 HL0453  STATE/COUNTY-  CO/SAGUACHE
 HL0453  USGS QUAD   -  CENTER NORTH (1968)
 HL0453
 HL0453                         *CURRENT SURVEY CONTROL
 HL0453  ___________________________________________________________________
 HL0453* NAD 83(1992)-  37 45 14.28978(N)    106 06 27.27489(W)     ADJUSTED  
 HL0453* NAVD 88     -                                                        
 HL0453  ___________________________________________________________________
 HL0453  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 HL0453  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 HL0453
 HL0453  HORZ ORDER  -  THIRD
 HL0453
 HL0453.The horizontal coordinates were established by classical geodetic methods
 HL0453.and adjusted by the National Geodetic Survey in January 1993..
 HL0453
 HL0453
 HL0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0453
 HL0453.The geoid height was determined by GEOID03.
 HL0453
 HL0453;                    North         East     Units Scale Factor Converg.
 HL0453;SPC CO S     -   425,647.625   860,862.359   MT  0.99994637   -0 22 21.6
 HL0453;SPC CO S     - 1,396,478.92  2,824,345.92   sFT  0.99994637   -0 22 21.6
 HL0453;UTM  13      - 4,179,095.418   402,432.243   MT  0.99971725   -0 40 41.5
 HL0453
 HL0453                          SUPERSEDED SURVEY CONTROL
 HL0453
 HL0453  NAD 83(1986)-  37 45 14.28756(N)    106 06 27.28540(W) AD(       ) 4
 HL0453  NAD 27      -  37 45 14.27900(N)    106 06 25.19900(W) AD(       ) 3
 HL0453
 HL0453.Superseded values are not recommended for survey control.
 HL0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0453.See file dsdata.txt to determine how the superseded data were derived.
 HL0453
 HL0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB0243279095(NAD 83)
 HL0453_MARKER: 51 = TANK
 HL0453
 HL0453  HISTORY     - Date     Condition        Report By
 HL0453  HISTORY     - 1935     FIRST OBSERVED   CGS
 HL0453
 HL0453                          STATION DESCRIPTION
 HL0453
 HL0453'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0655 ***********************************************************************
 JL0655  DESIGNATION -  CENTERVILLE
 JL0655  PID         -  JL0655
 JL0655  STATE/COUNTY-  CO/CHAFFEE
 JL0655  USGS QUAD   -  NATHROP (1983)
 JL0655
 JL0655                         *CURRENT SURVEY CONTROL
 JL0655  ___________________________________________________________________
 JL0655* NAD 83(1992)-  38 40 57.68510(N)    106 05 30.65905(W)     ADJUSTED  
 JL0655* NAVD 88     -      2431.6    (meters)    7978.     (feet)  VERTCON   
 JL0655  ___________________________________________________________________
 JL0655  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 JL0655  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 JL0655
 JL0655  HORZ ORDER  -  FIRST
 JL0655
 JL0655.The horizontal coordinates were established by classical geodetic methods
 JL0655.and adjusted by the National Geodetic Survey in January 1993..
 JL0655
 JL0655.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0655
 JL0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0655
 JL0655.The geoid height was determined by GEOID03.
 JL0655
 JL0655;                    North         East     Units Scale Factor Converg.
 JL0655;SPC CO C     -   399,253.071   862,906.110   MT  0.99996240   -0 22 23.8
 JL0655;SPC CO C     - 1,309,882.78  2,831,051.13   sFT  0.99996240   -0 22 23.8
 JL0655;UTM  13      - 4,282,130.930   405,032.719   MT  0.99971106   -0 40 56.9
 JL0655
 JL0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0655!SPC CO C     -   0.99962088  x   0.99996240  =   0.99958329
 JL0655!UTM  13      -   0.99962088  x   0.99971106  =   0.99933205
 JL0655
 JL0655|---------------------------------------------------------------------|
 JL0655| PID    Reference Object                     Distance      Geod. Az  |
 JL0655|                                                           dddmmss.s |
 JL0655| CM6243 CENTERVILLE RM 1                     26.683 METERS 10032     |
 JL0655| JL0656 CENTERVILLE 2                        29.499 METERS 14322     |
 JL0655| CM6242 CENTERVILLE AZ MK                                  1973840.3 |
 JL0655| CM6244 CENTERVILLE RM 2                     28.042 METERS 23346     |
 JL0655|---------------------------------------------------------------------|
 JL0655
 JL0655                          SUPERSEDED SURVEY CONTROL
 JL0655
 JL0655  NAD 83(1986)-  38 40 57.67715(N)    106 05 30.66609(W) AD(       ) 1
 JL0655  NAD 27      -  38 40 57.68700(N)    106 05 28.61000(W) AD(       ) 1
 JL0655  NGVD 29 (07/19/86) 2430.1    (m)         7973.     (f) VERT ANG       
 JL0655
 JL0655.Superseded values are not recommended for survey control.
 JL0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0655.See file dsdata.txt to determine how the superseded data were derived.
 JL0655
 JL0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC0503382131(NAD 83)
 JL0655_MARKER: DS = TRIANGULATION STATION DISK
 JL0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0655_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JL0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0655+STABILITY: SURFACE MOTION
 JL0655
 JL0655  HISTORY     - Date     Condition        Report By
 JL0655  HISTORY     - 1935     MONUMENTED       CGS
 JL0655  HISTORY     - 1955     GOOD             USGS
 JL0655  HISTORY     - 1956     SEE DESCRIPTION  CGS
 JL0655
 JL0655                          STATION DESCRIPTION
 JL0655
 JL0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 JL0655'STATION IS 10.5 MILES N AND 3.5 MILES W OF SALIDA, COLORADO,
 JL0655'ON LAND OWNED BY MRS. JOHN PAQUETTE WHO LIVES AT CENTERVILLE.
 JL0655'IT IS ON A RIDGE PASSED OVER BY PAVED U.S. HIGHWAY 650 AND IS
 JL0655'39 FEET E OF ITS CENTER LINE, 45 FEET NNW OF THE ENTRANCE OF
 JL0655'CENTERVILLE CEMETERY, 29 FEET N OF THE CENTER LINE OF A
 JL0655'GRADED E-W ROAD, 6 FEET NE OF A 20-FOOT SECTION OF NW-SE FENCE
 JL0655'IN THE NE CORNER OF INTERSECTION OF THE GRADED ROAD AND U.S.
 JL0655'HIGHWAY 650.  THE MARK PROJECTS 4 INCHES.
 JL0655'
 JL0655'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JL0655'BRONZE DISKS SET IN CONCRETE.
 JL0655'
 JL0655'REFERENCE MARK NO. 1 IS E OF THE STATION.  IT IS 1 FOOT N OF
 JL0655'THE FENCE ON THE N SIDE OF THE GRADED ROAD AND IS 13 FEET N OF
 JL0655'THE CENTER LINE OF GRADED ROAD.  THE MARK PROJECTS 5 INCHES.
 JL0655'
 JL0655'REFERENCE MARK NO. 2 IS SW OF STATION.  IT IS 25 FEET W OF THE
 JL0655'CENTER LINE OF U.S. HIGHWAY AND IS 4 FEET E OF ITS W RIGHT-OF-WAY
 JL0655'FENCE.  THE MARK PROJECTS 5 INCHES.
 JL0655'
 JL0655'THE AZIMUTH MARK IS ABOUT 0.25 MILE SSW OF THE STATION.  IT
 JL0655'IS 1.5 FEET NE OF THE SW CORNER OF MR. PAQUETTES GARDEN LOT, 39
 JL0655'YARDS WNW OF SW CORNER OF A LOG CABIN.  IT IS APPROXIMATELY
 JL0655'0.05 MILE W OF U.S. HIGHWAY 650.
 JL0655'
 JL0655'STATION WAS REACHED FROM THE BLOCK SW OF THE POST OFFICE IN SALIDA,
 JL0655'COLORADO, BY GOING NORTHWESTERLY ON U.S. HIGHWAY 650, 13.1 MILES
 JL0655'TO THE CENTERVILLE CEMETERY AND THE STATION HILL.
 JL0655'
 JL0655'A 4-FOOT STAND CLEARED ALL LINES.
 JL0655
 JL0655                          STATION RECOVERY (1955)
 JL0655
 JL0655'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 JL0655'RECOVERED.
 JL0655
 JL0655                          STATION RECOVERY (1956)
 JL0655
 JL0655'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HJS)
 JL0655'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 JL0655'IN GOOD CONDITION.  ROAD CONSTRUCTION ON U.S. HIGHWAY 285 WOULD
 JL0655'DESTROY THE STATION MARK AND REFERENCE MARK NO. 2.  THEY WERE
 JL0655'MOVED AT THE REQUEST OF THE COLORADO STATE HIGHWAY DEPARTMENT.
 JL0655'A NEW STATION, CENTERVILLE 2, WAS ESTABLISHED.  FOR DETAILS, SEE
 JL0655'THE DESCRIPTION OF STATION CENTERVILLE 2 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0656 ***********************************************************************
 JL0656  DESIGNATION -  CENTERVILLE 2
 JL0656  PID         -  JL0656
 JL0656  STATE/COUNTY-  CO/CHAFFEE
 JL0656  USGS QUAD   -  NATHROP (1983)
 JL0656
 JL0656                         *CURRENT SURVEY CONTROL
 JL0656  ___________________________________________________________________
 JL0656* NAD 83(1992)-  38 40 56.91739(N)    106 05 29.93086(W)     ADJUSTED  
 JL0656* NAVD 88     -      2432.     (meters)    7979.     (feet)  SCALED    
 JL0656  ___________________________________________________________________
 JL0656  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 JL0656  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 JL0656
 JL0656  HORZ ORDER  -  THIRD
 JL0656
 JL0656.The horizontal coordinates were established by classical geodetic methods
 JL0656.and adjusted by the National Geodetic Survey in January 1993..
 JL0656.No horizontal observational check was made to the station.
 JL0656
 JL0656.The orthometric height was scaled from a topographic map.
 JL0656
 JL0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0656
 JL0656.The geoid height was determined by GEOID03.
 JL0656
 JL0656;                    North         East     Units Scale Factor Converg.
 JL0656;SPC CO C     -   399,229.285   862,923.555   MT  0.99996243   -0 22 23.3
 JL0656;SPC CO C     - 1,309,804.75  2,831,108.36   sFT  0.99996243   -0 22 23.3
 JL0656;UTM  13      - 4,282,107.056   405,050.031   MT  0.99971102   -0 40 56.4
 JL0656
 JL0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0656!SPC CO C     -   0.99962090  x   0.99996243  =   0.99958334
 JL0656!UTM  13      -   0.99962090  x   0.99971102  =   0.99933202
 JL0656
 JL0656|---------------------------------------------------------------------|
 JL0656| PID    Reference Object                     Distance      Geod. Az  |
 JL0656|                                                           dddmmss.s |
 JL0656| CM6243 CENTERVILLE RM 1                     20.686 METERS 02436     |
 JL0656| CM6244 CENTERVILLE RM 2                     25.075 METERS 18305     |
 JL0656| CM6242 CENTERVILLE AZ MK                                  2015747.8 |
 JL0656| JL0655 CENTERVILLE                          29.499 METERS 32322     |
 JL0656|---------------------------------------------------------------------|
 JL0656
 JL0656                          SUPERSEDED SURVEY CONTROL
 JL0656
 JL0656  NAD 83(1986)-  38 40 56.90944(N)    106 05 29.93789(W) AD(       ) 3
 JL0656  NAD 27      -  38 40 56.91900(N)    106 05 27.88200(W) AD(       ) 3
 JL0656
 JL0656.Superseded values are not recommended for survey control.
 JL0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0656.See file dsdata.txt to determine how the superseded data were derived.
 JL0656
 JL0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC0505082107(NAD 83)
 JL0656_MARKER: DS = TRIANGULATION STATION DISK
 JL0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0656_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JL0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0656+STABILITY: SURFACE MOTION
 JL0656
 JL0656  HISTORY     - Date     Condition        Report By
 JL0656  HISTORY     - 1956     MONUMENTED       CGS
 JL0656
 JL0656                          STATION DESCRIPTION
 JL0656
 JL0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HJS)
 JL0656'STATION IS LOCATED ABOUT 11 MILES NORTH-NORTHWEST OF SALIDA IN
 JL0656'THE CENTERVILLE CEMETERY, 103 FEET EAST OF THE CENTER OF U.S.
 JL0656'HIGHWAY 285, 51 FEET SOUTH OF THE CENTER OF AN EAST-WEST GRAVEL
 JL0656'ROAD, 40 FEET SOUTH OF THE NORTH FENCE OF THE CENTERVILLE
 JL0656'CEMETERY, 5 FEET SOUTH-SOUTHEAST OF A WHITE WITNESS POST,
 JL0656'AND 3 FEET EAST OF THE EAST RIGHT-OF-WAY FENCE FOR U.S. HIGHWAY
 JL0656'285.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 JL0656'CENTERVILLE 2 1956.
 JL0656'
 JL0656'REFERENCE MARK NO. 1 (ARROW POINTS WEST) IS 125 FEET EAST OF
 JL0656'THE CENTER OF U.S. HIGHWAY 285, 12 FEET NORTH OF THE CENTER
 JL0656'OF GRAVEL ROAD, AND 1 FOOT NORTH OF FENCE.  THE MARK PROJECTS
 JL0656'6 INCHES AND THE DISK IS STAMPED CENTERVILLE NO 1 1935.
 JL0656'
 JL0656'REFERENCE MARK NO. 3 IS 122 FEET SOUTH OF THE NORTH FENCE OF
 JL0656'CEMETERY, 102 FEET EAST OF THE CENTER OF U.S. HIGHWAY 285,
 JL0656'AND 2 FEET EAST THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS
 JL0656'8 INCHES AND THE DISK IS STAMPED CENTERVILLE 2 NO 3 1956.
 JL0656'
 JL0656'AZIMUTH MARK IS 0.25 MILE SOUTH-SOUTHWEST OF THE STATION, 246
 JL0656'FEET WEST OF THE CENTER OF U.S. HIGHWAY 285, 112 FEET WEST OF THE
 JL0656'NORTHWEST CORNER OF A LOG HOUSE, AND 91 FEET NORTH OF THE
 JL0656'NORTHEAST CORNER OF A LOG BARN, ON PROPERTY BELONGING TO JIM
 JL0656'PAQUETTE WHO LIVES ON A RANCH ABOUT 300 YARDS NORTH.  THE MARK
 JL0656'PROJECTS 8 INCHES AND THE DISK IS STAMPED CENTERVILLE 1935.
 JL0656'
 JL0656'TO REACH THE STATION FROM THE MAIN STREET IN SALIDA, GO NORTH
 JL0656'ON STATE HIGHWAY 291 FOR 9.3 MILES TO ITS JUNCTION WITH U.S.
 JL0656'HIGHWAY 285.  CONTINUE NORTH ON U.S. HIGHWAY 285 FOR 3.8 MILES
 JL0656'TO THE CENTERVILLE CEMETERY ON THE RIGHT AND THE STATION AS
 JL0656'DESCRIBED.
 JL0656'
 JL0656'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1591 ***********************************************************************
 KK1591  DESIGNATION -  CENTRAL
 KK1591  PID         -  KK1591
 KK1591  STATE/COUNTY-  CO/ADAMS
 KK1591  USGS QUAD   -  LIVING SPRINGS (1978)
 KK1591
 KK1591                         *CURRENT SURVEY CONTROL
 KK1591  ___________________________________________________________________
 KK1591* NAD 83(1992)-  39 54 19.47536(N)    104 15 25.86026(W)     ADJUSTED  
 KK1591* NAVD 88     -      1581.     (meters)    5187.     (feet)  SCALED    
 KK1591  ___________________________________________________________________
 KK1591  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 KK1591  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 KK1591
 KK1591  HORZ ORDER  -  THIRD
 KK1591
 KK1591.The horizontal coordinates were established by classical geodetic methods
 KK1591.and adjusted by the National Geodetic Survey in January 1993..
 KK1591
 KK1591.The orthometric height was scaled from a topographic map.
 KK1591
 KK1591.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1591
 KK1591.The geoid height was determined by GEOID03.
 KK1591
 KK1591;                    North         East     Units Scale Factor Converg.
 KK1591;SPC CO N     -   369,062.798 1,020,670.879   MT  0.99997490   +0 48 10.9
 KK1591;SPC CO N     - 1,210,833.53  3,348,651.04   sFT  0.99997490   +0 48 10.9
 KK1591;UTM  13      - 4,417,522.772   563,494.323   MT  0.99964963   +0 28 35.6
 KK1591
 KK1591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1591!SPC CO N     -   0.99975499  x   0.99997490  =   0.99972990
 KK1591!UTM  13      -   0.99975499  x   0.99964963  =   0.99940471
 KK1591
 KK1591:                Primary Azimuth Mark                     Grid Az
 KK1591:SPC CO N     -  PERRY                                    136 32 10.4
 KK1591:UTM  13      -  PERRY                                    136 51 45.7
 KK1591
 KK1591|---------------------------------------------------------------------|
 KK1591| PID    Reference Object                     Distance      Geod. Az  |
 KK1591|                                                           dddmmss.s |
 KK1591| KK1567 PERRY                               APPROX.22.5 KM 1372021.3 |
 KK1591| KK1592 SILO                                APPROX. 9.2 KM 3042815.5 |
 KK1591|---------------------------------------------------------------------|
 KK1591
 KK1591                          SUPERSEDED SURVEY CONTROL
 KK1591
 KK1591  NAD 83(1986)-  39 54 19.46347(N)    104 15 25.85909(W) AD(       ) 3
 KK1591  NAD 27      -  39 54 19.50743(N)    104 15 24.03916(W) AD(       ) 3
 KK1591
 KK1591.Superseded values are not recommended for survey control.
 KK1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1591.See file dsdata.txt to determine how the superseded data were derived.
 KK1591
 KK1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE6349417523(NAD 83)
 KK1591_MARKER: DD = SURVEY DISK
 KK1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1591_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1591
 KK1591  HISTORY     - Date     Condition        Report By
 KK1591  HISTORY     - 1948     MONUMENTED       USGS
 KK1591
 KK1591                          STATION DESCRIPTION
 KK1591
 KK1591'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 KK1591'STATION IS 11.5 MI. (AIRLINE) NNE. OF STRASBURG, 12 MI. SSE. OF
 KK1591'PROSPECT VALLEY, ON HIGHEST POINT, IN APPROXIMATE CENTER OF SEC. 6,
 KK1591'T 2 S, R 61 E, 10 MI. WNW. OF LEADER POST OFFICE.
 KK1591'
 KK1591'TO REACH FROM JUNCTION OF STATE HIGHWAYS 52 AND 79 IN PROSPECT
 KK1591'VALLEY, COLORADO, GO E. ON HIGHWAY 52 9.0 MI. TO CROSSROADS, TURN
 KK1591'RIGHT (S.) 0.3 MI. TO CROSSROADS AT GRANGE BUILDING ON E. SIDE OF
 KK1591'RD., CONTINUE STRAIGHT AHEAD (S.) 4.7 MI. TO JOG W., TURN RIGHT 0.1
 KK1591'MI., THENCE LEFT (S.) 7.0 MI. TO CROSSROADS, TURN RIGHT (W.) 1.0 MI.
 KK1591'TO GATE N., APPROXIMATELY 150 FT. E. OF T-RD. S., GO THROUGH GATE
 KK1591'AND FOLLOW DIM TRAIL NNE. FOR 0.6 MI. TO HIGHEST POINT AT CLUMP OF
 KK1591'TREES AT ABANDONED HOUSE SITE AND STATION, 16 FT. S. OF NW. CORNER
 KK1591'OF SITE AND 73 FT. NNW. SOUTHERNMOST TREES.
 KK1591'
 KK1591'STATION MARK--STANDARD BRONZE CAP, SET IN CONCRETE POST, PROJECTING
 KK1591'5 IN., STAMPED ---CENTRAL 1948---.
 KK1591'
 KK1591'REFERENCE MARK NO. 1--STANDARD CAP, SET IN CONCRETE POST, PROJECTING
 KK1591'4 IN., 83.0 FT. S. OF STATION, N 01 DEG 32 MIN E.
 KK1591'
 KK1591'REFERENCE MARK NO. 2--STANDARD CAP, SET IN CONCRETE POST, PROJECTING
 KK1591'4 IN., 91.3 FT. E. OF STATION, N 83 DEG 51 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2014 ***********************************************************************
 KK2014  DESIGNATION -  CENTRAL
 KK2014  PID         -  KK2014
 KK2014  STATE/COUNTY-  CO/GILPIN
 KK2014  USGS QUAD   -  CENTRAL CITY (1972)
 KK2014
 KK2014                         *CURRENT SURVEY CONTROL
 KK2014  ___________________________________________________________________
 KK2014* NAD 83(1992)-  39 47 32.99856(N)    105 33 16.27088(W)     ADJUSTED  
 KK2014* NAVD 88     -      3047.6    (meters)    9999.     (feet)  VERTCON   
 KK2014  ___________________________________________________________________
 KK2014  LAPLACE CORR-         -11.68  (seconds)                    DEFLEC99
 KK2014  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 KK2014
 KK2014  HORZ ORDER  -  THIRD
 KK2014
 KK2014.The horizontal coordinates were established by classical geodetic methods
 KK2014.and adjusted by the National Geodetic Survey in January 1993..
 KK2014
 KK2014.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2014
 KK2014.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2014
 KK2014.The geoid height was determined by GEOID03.
 KK2014
 KK2014;                    North         East     Units Scale Factor Converg.
 KK2014;SPC CO N     -   355,783.133   909,732.174   MT  0.99998863   -0 02 06.8
 KK2014;SPC CO N     - 1,167,265.16  2,984,679.64   sFT  0.99998863   -0 02 06.8
 KK2014;SPC CO C     -   522,292.160   909,732.081   MT  1.00000868   -0 02 03.8
 KK2014;SPC CO C     - 1,713,553.53  2,984,679.34   sFT  1.00000868   -0 02 03.8
 KK2014;UTM  13      - 4,404,874.158   452,523.269   MT  0.99962775   -0 21 17.7
 KK2014
 KK2014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2014!SPC CO N     -   0.99952417  x   0.99998863  =   0.99951280
 KK2014!SPC CO C     -   0.99952417  x   1.00000868  =   0.99953285
 KK2014!UTM  13      -   0.99952417  x   0.99962775  =   0.99915210
 KK2014
 KK2014:                Primary Azimuth Mark                     Grid Az
 KK2014:SPC CO N     -  BELLEVUE                                 161 44 20.9
 KK2014:SPC CO C     -  BELLEVUE                                 161 44 17.9
 KK2014:UTM  13      -  BELLEVUE                                 162 03 31.8
 KK2014
 KK2014|---------------------------------------------------------------------|
 KK2014| PID    Reference Object                     Distance      Geod. Az  |
 KK2014|                                                           dddmmss.s |
 KK2014| KK2013 BELLEVUE                            APPROX. 3.4 KM 1614214.1 |
 KK2014|---------------------------------------------------------------------|
 KK2014
 KK2014                          SUPERSEDED SURVEY CONTROL
 KK2014
 KK2014  NAD 83(1986)-  39 47 32.99757(N)    105 33 16.26906(W) AD(       ) 3
 KK2014  NAD 27      -  39 47 33.04069(N)    105 33 14.27656(W) AD(       ) 3
 KK2014  NGVD 29 (07/19/86) 3046.1    (m)         9994.     (f) VERT ANG       
 KK2014
 KK2014.Superseded values are not recommended for survey control.
 KK2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2014.See file dsdata.txt to determine how the superseded data were derived.
 KK2014
 KK2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE5252304874(NAD 83)
 KK2014
 KK2014  HISTORY     - Date     Condition        Report By
 KK2014  HISTORY     - 1941     MONUMENTED       USGS
 KK2014  HISTORY     - 1955     GOOD             USGS
 KK2014
 KK2014                          STATION DESCRIPTION
 KK2014
 KK2014'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 KK2014'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD
 KK2014'CONDITION.
 KK2014'
 KK2014'STATION LOCATED ON MOUNTAIN LOCALLY KNOWN AS BALD MOUNTAIN, 1.5 MI.
 KK2014'W. OF NEVADAVILLE.
 KK2014'
 KK2014'STATION MARK--BRONZE TRIANGULATION TABLET SET IN SOLID ROCK ON SUMMIT
 KK2014'OF MOUNTAIN.
 KK2014'
 KK2014'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0522 ***********************************************************************
 LK0522  DESIGNATION -  CERES
 LK0522  PID         -  LK0522
 LK0522  STATE/COUNTY-  CO/YUMA
 LK0522  USGS QUAD   -  ALVIN SW (1984)
 LK0522
 LK0522                         *CURRENT SURVEY CONTROL
 LK0522  ___________________________________________________________________
 LK0522* NAD 83(1992)-  40 16 49.91390(N)    102 09 52.55033(W)     ADJUSTED  
 LK0522* NAVD 88     -      1148.7    (meters)    3769.     (feet)  VERTCON   
 LK0522  ___________________________________________________________________
 LK0522  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 LK0522  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 LK0522
 LK0522  HORZ ORDER  -  SECOND
 LK0522
 LK0522.The horizontal coordinates were established by classical geodetic methods
 LK0522.and adjusted by the National Geodetic Survey in January 1993..
 LK0522
 LK0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0522
 LK0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0522
 LK0522.The geoid height was determined by GEOID03.
 LK0522
 LK0522;                    North         East     Units Scale Factor Converg.
 LK0522;SPC CO N     -   415,302.500 1,197,976.667   MT  0.99995698   +2 09 18.4
 LK0522;SPC CO N     - 1,362,538.29  3,930,361.78   sFT  0.99995698   +2 09 18.4
 LK0522;SPC NE       -    51,957.869   315,955.735   MT  0.99988495   -1 26 04.1
 LK0522;UTM  13      - 4,462,752.182   741,052.104   MT  1.00031534   +1 50 02.6
 LK0522
 LK0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0522!SPC CO N     -   0.99982327  x   0.99995698  =   0.99978025
 LK0522!SPC NE       -   0.99982327  x   0.99988495  =   0.99970824
 LK0522!UTM  13      -   0.99982327  x   1.00031534  =   1.00013855
 LK0522
 LK0522|---------------------------------------------------------------------|
 LK0522| PID    Reference Object                     Distance      Geod. Az  |
 LK0522|                                                           dddmmss.s |
 LK0522| CP6777 CERES RM 1                           15.118 METERS 04213     |
 LK0522| CP6778 CERES RM 2                           15.182 METERS 13517     |
 LK0522| LK0523 VOGUS                               APPROX.12.3 KM 3520115.0 |
 LK0522|---------------------------------------------------------------------|
 LK0522
 LK0522                          SUPERSEDED SURVEY CONTROL
 LK0522
 LK0522  NAD 83(1986)-  40 16 49.91243(N)    102 09 52.54967(W) AD(       ) 2
 LK0522  NAD 27      -  40 16 49.94754(N)    102 09 50.85984(W) AD(       ) 2
 LK0522  NGVD 29 (07/19/86) 1148.2    (m)         3767.     (f) VERT ANG       
 LK0522
 LK0522.Superseded values are not recommended for survey control.
 LK0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0522.See file dsdata.txt to determine how the superseded data were derived.
 LK0522
 LK0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE4105262752(NAD 83)
 LK0522_MARKER: Z = SEE DESCRIPTION
 LK0522_SETTING: 0 = UNSPECIFIED SETTING
 LK0522
 LK0522  HISTORY     - Date     Condition        Report By
 LK0522  HISTORY     - 1971     MONUMENTED       USGS
 LK0522
 LK0522                          STATION DESCRIPTION
 LK0522
 LK0522'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (WAK)
 LK0522'THE STATION IS LOCATED NORTH 13 DEGREES EAST, ABOUT 15 MILES
 LK0522'AIRLINE DISTANCE FROM WRAY, COLORADO, ON THE HIGHEST POINT OF
 LK0522'SAND HILLS, IN THE SOUTHWEST ONE-QUARTER OF SECTION 27, TOWNSHIP
 LK0522'4 NORTH, RANGE 43 WEST.  STATION IS ON LAND OWNED BY THE CERES
 LK0522'LAND COMPANY.
 LK0522'
 LK0522'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 34 AND U.S. HIGHWAY
 LK0522'385 IN WRAY, COLORADO, GO NORTH ON U.S. HIGHWAY 385 FOR 16.3 MILES
 LK0522'(1.0 MILE NORTH OF WAUNETA, COLORADO), TO A CROSSROADS.  TURN RIGHT
 LK0522'(EAST), AND GO 5.4 MILES TO A TRACK ROAD SOUTH.  TURN RIGHT
 LK0522'(SOUTH), AND GO 0.1 MILE TO A GATE.  PASS THROUGH GATE AND CONTINUE
 LK0522'SOUTHERLY AROUND THE EAST SIDE OF TWO CIRCULAR FIELDS FOR 1.3 MILES
 LK0522'TO A TRAIL JUNCTION.  TAKE THE RIGHT FORK AROUND THE SOUTH
 LK0522'SIDE OF CIRCULAR FIELD FOR 0.8 MILES TO THE SAND HILLS.
 LK0522'TURN LEFT (WESTERLY) ACROSS COUNTRY TO THE HIGHEST POINT
 LK0522'AND STATION SITE, 10 FEET NORTH OF A USGS WITNESS SIGN MOUNTED
 LK0522'ON A METAL POST.
 LK0522'
 LK0522'THE STATION AND REFERENCE MARKS ARE STANDARD USGS BRASS TABLETS
 LK0522'SOLDERED TO COPPER COATED STEEL RODS, DRIVEN TO REFUSAL AT THE
 LK0522'DEPTHS INDICATED, AND CENTERED IN GRAVEL FILLED PLASTIC TILES
 LK0522'WHICH ARE 6 INCHES IN DIAMETER AND 12 INCHES LONG, SET FLUSH WITH
 LK0522'THE GROUND.
 LK0522'
 LK0522'STATION MARK--THE ROD WAS DRIVEN 25 FEET, THE TABLET STAMPED
 LK0522'CERES ET 1971.
 LK0522'
 LK0522'REFERENCE MARK NO. 1--THE ROD WAS DRIVEN 15 FEET, THE TABLET
 LK0522'STAMPED CERES ET-1-1971.
 LK0522'
 LK0522'REFERENCE MARK NO. 2--THE ROD WAS DRIVEN 15 FEET, THE TABLET
 LK0522'STAMPED CERES-ET-2-1971.
 LK0522'
 LK0522'STATION VOGUS ET 1971 IS VISIBLE FROM THE GROUND AT THIS STATION
 LK0522'AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS WERE MADE
 LK0522'FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8006 ***********************************************************************
 AB8006  SACS        -  This is a Secondary Airport Control Station.
 AB8006  DESIGNATION -  CEZ AP STA A
 AB8006  PID         -  AB8006
 AB8006  STATE/COUNTY-  CO/MONTEZUMA
 AB8006  USGS QUAD   -  MUD CREEK (1979)
 AB8006
 AB8006                         *CURRENT SURVEY CONTROL
 AB8006  ___________________________________________________________________
 AB8006* NAD 83(1992)-  37 17 43.48516(N)    108 38 09.55963(W)     ADJUSTED  
 AB8006* NAVD 88     -      1801.83   (meters)    5911.5    (feet)  GPS OBS   
 AB8006  ___________________________________________________________________
 AB8006  X           -  -1,623,852.602 (meters)                     COMP
 AB8006  Y           -  -4,815,173.213 (meters)                     COMP
 AB8006  Z           -   3,844,605.323 (meters)                     COMP
 AB8006  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 AB8006  ELLIP HEIGHT-        1782.19  (meters)          (01/22/03) GPS OBS
 AB8006  GEOID HEIGHT-         -19.67  (meters)                     GEOID03
 AB8006
 AB8006  HORZ ORDER  -  FIRST
 AB8006  ELLP ORDER  -  FOURTH    CLASS II
 AB8006
 AB8006.This mark is at Cortez-Montezuma County Airport (CEZ)
 AB8006
 AB8006.The horizontal coordinates were established by GPS observations
 AB8006.and adjusted by the National Geodetic Survey in December 2000..
 AB8006
 AB8006.The orthometric height was determined by GPS observations and a
 AB8006.high-resolution geoid model.
 AB8006
 AB8006.GPS derived orthometric heights for airport stations designated as
 AB8006.PACS or SACS are published to 2 decimal places.  This maintains
 AB8006.centimeter relative accuracy between the PACS and SACS.  It does
 AB8006.not indicate centimeter accuracy relative to other marks which are
 AB8006.part of the NAVD 88 network.
 AB8006
 AB8006.Photographs are available for this station.
 AB8006
 AB8006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8006
 AB8006.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8006
 AB8006.The ellipsoidal height was determined by GPS observations
 AB8006.and is referenced to NAD 83.
 AB8006
 AB8006.The geoid height was determined by GEOID03.
 AB8006
 AB8006;                    North         East     Units Scale Factor Converg.
 AB8006;SPC CO S     -   379,248.322   636,401.032   MT  0.99998931   -1 55 24.8
 AB8006;SPC CO S     - 1,244,250.54  2,087,925.72   sFT  0.99998931   -1 55 24.8
 AB8006;UTM  12      - 4,130,264.393   709,539.835   MT  1.00014089   +1 25 58.6
 AB8006
 AB8006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8006!SPC CO S     -   0.99972040  x   0.99998931  =   0.99970972
 AB8006!UTM  12      -   0.99972040  x   1.00014089  =   0.99986126
 AB8006
 AB8006                          SUPERSEDED SURVEY CONTROL
 AB8006
 AB8006  ELLIP H (12/11/00) 1782.25   (m)                       GP(       ) 4 2
 AB8006
 AB8006.Superseded values are not recommended for survey control.
 AB8006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8006.See file dsdata.txt to determine how the superseded data were derived.
 AB8006
 AB8006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG0954030264(NAD 83)
 AB8006_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB8006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8006_STAMPING: AP 1967 STA A
 AB8006_MARK LOGO: CGS   
 AB8006_PROJECTION: FLUSH
 AB8006_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8006+STABILITY: SURFACE MOTION
 AB8006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8006+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2000
 AB8006
 AB8006  HISTORY     - Date     Condition        Report By
 AB8006  HISTORY     - 1967     MONUMENTED       CGS
 AB8006  HISTORY     - 19910615 GOOD             NGS
 AB8006  HISTORY     - 20001102 GOOD             NGS
 AB8006
 AB8006                          STATION DESCRIPTION
 AB8006
 AB8006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AB8006'THIS STATION IS LOCATED IN THE SOUTHWESTERN SECTION OF THE
 AB8006'CORTEZ-MONTEZUMA COUNTY AIRPORT, NEAR RUNWAY END 3.  IT IS 184.9 FT
 AB8006'(56.4 M) SOUTH-SOUTHWEST OF THE 1ST RUNWAY LIGHT ON THE SOUTHEAST SIDE
 AB8006'OF THE RUNWAY LIGHT 41, 101.52 FT (30.94 M) SOUTHEAST OF THE
 AB8006'CENTERLINE END OF THE RUNWAY, 52.75 FT (16.08 M) SOUTHEAST OF THE
 AB8006'SOUTHEAST EDGE OF THE RUNWAY, 42.2 FT (12.9 M) EAST OF THE EASTERLY
 AB8006'THRESHOLD LIGHT LIGHT 42.  A STANDARD TOPOGRAPHIC DISK SET IN THE TOP
 AB8006'OF A 15 INCH CONCRETE POST PROJECTING 1 INCH AND STAMPED AP 1967 STA
 AB8006'A.
 AB8006
 AB8006                          STATION RECOVERY (2000)
 AB8006
 AB8006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AB8006'THE STATION IS LOCATED ABOUT 3.0 MILES (4.8 KM) SOUTHWEST OF
 AB8006'CORTEZ AT THE CORTEZ-MONTEZUMA COUNTY AIRPORT.  CONTACT MR
 AB8006'RUSS MACHEN, AIRPORT SUPERVISOR FOR ACCESS TO THE AIRPORT, 210
 AB8006'EAST MAIN, CORTEZ COLORADO 81321.  PHONE 970-565-7458.  TO REACH THE
 AB8006'STATION FROM THE WESTERN JUNCTION OF US HIGHWAY 666 AND US
 AB8006'HIGHWAY 160 ON THE WEST SIDE OF CORTEZ.  GO 2.55 MILES (4.1 KM) SOUTH
 AB8006'ON HIGHWAY 160 TO A CROSSROAD, MC ELMO CANYON ROAD.  TURN RIGHT,
 AB8006'WEST, ON MC ELMO CANYON ROAD FOR 1.0 MILES (1.6 KM) TO A SIDE ROAD,
 AB8006'AIRPORT ROAD.  TURN LEFT , SOUTH, ON AIRPORT ROAD FOR 0.55 MILES
 AB8006'(0.89 KM) TO THE AIRPORT AND TERMINAL ON THE LEFT AND A GATE JUST
 AB8006'SOUTH OF THE TERMINAL.  PASS THROUGH THE GATE AND GO EAST ACROSS
 AB8006'THE PARKING APRON FOR 0.05 MILES (0.08 KM) TO PARALLEL TAXIWAY A AND
 AB8006'CONNECTING TAXIWAY A3 AHEAD.  TURN RIGHT ON TAXIWAY A AND GO
 AB8006'SOUTH FOR 0.7 MILES (1.1 KM) TO THE END OF THE TAXIWAY AND A
 AB8006'CONNECTOR TAXIWAY,A4, ON THE LEFT.  TURN LEFT ON CONNECTOR
 AB8006'TAXIWAY A4 AND GO 0.05 MILES (0.08 KM) TO THE RUNWAY, CROSS THE
 AB8006'RUNWAY END 3 TO THE STATION AHEAD AND IN LINE WITH THE END OF THE
 AB8006'RUNWAY.  THE STATION IS 184.9 FEET (56.4 M) SOUTHWEST OF A RUNWAY
 AB8006'LIGHT.  101.52 FEET (30.94 M)SOUTHEAST OF THE CENTERLINE OF RUNWAY
 AB8006'END 3.  42.2 FEET (12.9 M) EAST OF THE EASTERLY THRESHOLD LIGHT.
 AB8006'NOTE--THIS STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL
 AB8006'STATION (SACS.)
 AB8006' 
 AB8006' 
 AB8006' 
 AB8006'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8008 ***********************************************************************
 AB8008  DESIGNATION -  CEZ ARP
 AB8008  PID         -  AB8008
 AB8008  STATE/COUNTY-  CO/MONTEZUMA
 AB8008  USGS QUAD   -  MUD CREEK (1979)
 AB8008
 AB8008                         *CURRENT SURVEY CONTROL
 AB8008  ___________________________________________________________________
 AB8008* NAD 83(1992)-  37 18 10.08267(N)    108 37 40.07108(W)     ADJUSTED  
 AB8008* NAVD 88     -      1802.3    (meters)    5913.     (feet)  GPS OBS   
 AB8008  ___________________________________________________________________
 AB8008  X           -  -1,623,005.564 (meters)                     COMP
 AB8008  Y           -  -4,814,934.735 (meters)                     COMP
 AB8008  Z           -   3,845,258.096 (meters)                     COMP
 AB8008  LAPLACE CORR-           3.81  (seconds)                    DEFLEC99
 AB8008  ELLIP HEIGHT-        1782.72  (meters)          (01/22/03) GPS OBS
 AB8008  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 AB8008
 AB8008  HORZ ORDER  -  THIRD
 AB8008  ELLP ORDER  -  FOURTH    CLASS II
 AB8008
 AB8008.This mark is at Cortez-Montezuma County Airport (CEZ)
 AB8008
 AB8008.The horizontal coordinates were established by GPS observations
 AB8008.and adjusted by the National Geodetic Survey in December 2000..
 AB8008
 AB8008.The orthometric height was determined by GPS observations and a
 AB8008.high-resolution geoid model.
 AB8008
 AB8008.Photographs are available for this station.
 AB8008
 AB8008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8008
 AB8008.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8008
 AB8008.The ellipsoidal height was determined by GPS observations
 AB8008.and is referenced to NAD 83.
 AB8008
 AB8008.The geoid height was determined by GEOID03.
 AB8008
 AB8008;                    North         East     Units Scale Factor Converg.
 AB8008;SPC CO S     -   380,043.472   637,154.354   MT  0.99998812   -1 55 06.7
 AB8008;SPC CO S     - 1,246,859.29  2,090,397.24   sFT  0.99998812   -1 55 06.7
 AB8008;UTM  12      - 4,131,102.416   710,245.418   MT  1.00014454   +1 26 17.3
 AB8008
 AB8008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8008!SPC CO S     -   0.99972032  x   0.99998812  =   0.99970845
 AB8008!UTM  12      -   0.99972032  x   1.00014454  =   0.99986482
 AB8008
 AB8008|---------------------------------------------------------------------|
 AB8008| PID    Reference Object                     Distance      Geod. Az  |
 AB8008|                                                           dddmmss.s |
 AB8008| AA9894 CEZ C                               135.793 METERS 18704     |
 AB8008|---------------------------------------------------------------------|
 AB8008
 AB8008                          SUPERSEDED SURVEY CONTROL
 AB8008
 AB8008  ELLIP H (12/11/00) 1782.78   (m)                       GP(       ) 4 2
 AB8008
 AB8008.Superseded values are not recommended for survey control.
 AB8008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8008.See file dsdata.txt to determine how the superseded data were derived.
 AB8008
 AB8008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG1024531102(NAD 83)
 AB8008_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB8008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8008_STAMPING: ARP 1967
 AB8008_MARK LOGO: CGS   
 AB8008_PROJECTION: FLUSH
 AB8008_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8008+STABILITY: SURFACE MOTION
 AB8008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8008+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2000
 AB8008
 AB8008  HISTORY     - Date     Condition        Report By
 AB8008  HISTORY     - 1967     MONUMENTED       CGS
 AB8008  HISTORY     - 19910615 GOOD             NGS
 AB8008  HISTORY     - 20001102 GOOD             NGS
 AB8008
 AB8008                          STATION DESCRIPTION
 AB8008
 AB8008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AB8008'THE STATION IS LOCATED NEAR THE MID-SECTION OF THE CORTEZ-MONTEZUMA
 AB8008'COUNTY AIRPORT, ABOUT MIDWAY BETWEEN THE JUNCTIONS OF THE TWO TAXIWAYS
 AB8008'WITH THE RUNWAY, ON THE SOUTHEAST SIDE OF THE RUNWAY.  IT IS ABOUT 460
 AB8008'FT (140.2 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE ASPHALT APRON IN
 AB8008'FRONT OF THE TERMINAL BUILDING.  IT IS 174.0 FT (53.0 M)
 AB8008'SOUTH-SOUTHWEST OF THE 1ST RUNWAY LIGHT SOUTHWEST OF THE JUNCTION OF
 AB8008'THE NORTH TAXIWAY WITH THE RUNWAY, ON THE EAST SIDE OF THE RUNWAY,
 AB8008'52.6 FT (16.0 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE RUNWAY, 43.6
 AB8008'FT (13.3 M) EAST OF THE RUNWAY LIGHT THAT IS MIDWAY BETWEEN THE TWO
 AB8008'TAXIWAYS ON THE SOUTHWEST SIDE OF THE RUNWAY.  A STANDARD TOPOGRAPHIC
 AB8008'DISK SET IN THE TOP OF A 15 INCH CONCRETE POST PROJECTING ABOUT 1 INCH
 AB8008'AND STAMPED ARP 1967.
 AB8008
 AB8008                          STATION RECOVERY (2000)
 AB8008
 AB8008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AB8008'THE STATION IS LOCATED ABOUT 3.0 MILES (4.8 KM) SOUTHWEST OF
 AB8008'CORTEZ AT THE CORTEZ-MONTEZUMA COUNTY AIRPORT.  CONTACT MR
 AB8008'RUSS MACHEN, AIRPORT SUPERVISOR FOR ACCESS TO THE AIRPORT, 210
 AB8008'EAST MAIN, CORTEZ COLORADO 81321.  PHONE 970-565-7458.  TO REACH THE
 AB8008'STATION FROM THE WESTERN JUNCTION OF US HIGHWAY 666 AND US
 AB8008'HIGHWAY 160 ON THE WEST SIDE OF CORTEZ GO 2.55 MILES (4.1 KM) SOUTH
 AB8008'ON HIGHWAY 160 TO A CROSSROAD, MC ELMO CANYON ROAD.  TURN RIGHT,
 AB8008'WEST, ON MC ELMO CANYON ROAD FOR 1.0 MILES (1.6 KM) TO A SIDE ROAD,
 AB8008'AIRPORT ROAD.  TURN LEFT , SOUTH, ON AIRPORT ROAD FOR 0.55 MILES
 AB8008'(0.89 KM) TO THE AIRPORT AND TERMINAL ON THE LEFT AND A GATE JUST
 AB8008'SOUTH OF THE TERMINAL.  PASS THROUGH THE GATE AND GO EAST ACROSS
 AB8008'THE PARKING APRON FOR 0.05 MILES (0.08 KM) TO PARALLEL TAXIWAY A AND
 AB8008'CONNECTING TAXIWAY A3 AHEAD.  FOLLOW TAXIWAY A3 FOR 0.05 MILES
 AB8008'CROSSING THE RUNWAY TO THE STATION ON THE LEFT.
 AB8008'IT IS LOCATED  112.5 FEET (34.4 M) SOUTHWEST OF A RUNWAY LIGHT, 100.5
 AB8008'FEET (30.6 M) NORTHWEST OF A RUNWAY LIGHT, 52.6 FEET (16.0 )SOUTHEAST
 AB8008'OF THE SOUTHEAST EDGE OF THE RUNWAY, AND 5.7 FEET (1.7 M)
 AB8008'SOUTHWEST OF THE EXTENDED CENTERLINE OF TAXIWAY A3.
 AB8008' 
 AB8008' 
 AB8008' 
 AB8008'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9894 ***********************************************************************
 AA9894  FBN         -  This is a Federal Base Network Control Station.
 AA9894  PACS        -  This is a Primary Airport Control Station.
 AA9894  DESIGNATION -  CEZ C
 AA9894  PID         -  AA9894
 AA9894  STATE/COUNTY-  CO/MONTEZUMA
 AA9894  USGS QUAD   -  MUD CREEK (1979)
 AA9894
 AA9894                         *CURRENT SURVEY CONTROL
 AA9894  ___________________________________________________________________
 AA9894* NAD 83(1992)-  37 18 05.71140(N)    108 37 40.74980(W)     ADJUSTED  
 AA9894* NAVD 88     -      1804.642  (meters)    5920.73   (feet)  ADJUSTED  
 AA9894  ___________________________________________________________________
 AA9894  X           -  -1,623,048.083 (meters)                     COMP
 AA9894  Y           -  -4,815,008.531 (meters)                     COMP
 AA9894  Z           -   3,845,152.258 (meters)                     COMP
 AA9894  LAPLACE CORR-           3.85  (seconds)                    DEFLEC99
 AA9894  ELLIP HEIGHT-        1785.01  (meters)          (09/24/02) GPS OBS
 AA9894  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 AA9894  DYNAMIC HT  -        1802.470 (meters)    5913.60  (feet)  COMP
 AA9894  MODELED GRAV-     979,362.9   (mgal)                       NAVD 88
 AA9894
 AA9894  HORZ ORDER  -  A
 AA9894  VERT ORDER  -  FIRST     CLASS II
 AA9894  ELLP ORDER  -  THIRD     CLASS I
 AA9894
 AA9894.This mark is at Cortez-Montezuma County Airport (CEZ)
 AA9894
 AA9894.The horizontal coordinates were established by GPS observations
 AA9894.and adjusted by the National Geodetic Survey in February 1996..
 AA9894
 AA9894.The orthometric height was determined by differential leveling
 AA9894.and adjusted by the National Geodetic Survey in April 1996..
 AA9894
 AA9894.Photographs are available for this station.
 AA9894
 AA9894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9894
 AA9894.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9894
 AA9894.The ellipsoidal height was determined by GPS observations
 AA9894.and is referenced to NAD 83.
 AA9894
 AA9894.The geoid height was determined by GEOID03.
 AA9894
 AA9894.The dynamic height is computed by dividing the NAVD 88
 AA9894.geopotential number by the normal gravity value computed on the
 AA9894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9894.degrees latitude (g = 980.6199 gals.).
 AA9894
 AA9894.The modeled gravity was interpolated from observed gravity values.
 AA9894
 AA9894;                    North         East     Units Scale Factor Converg.
 AA9894;SPC CO S     -   379,909.349   637,133.137   MT  0.99998831   -1 55 07.1
 AA9894;SPC CO S     - 1,246,419.26  2,090,327.63   sFT  0.99998831   -1 55 07.1
 AA9894;UTM  12      - 4,130,967.259   710,232.088   MT  1.00014447   +1 26 16.8
 AA9894
 AA9894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9894!SPC CO S     -   0.99971996  x   0.99998831  =   0.99970828
 AA9894!UTM  12      -   0.99971996  x   1.00014447  =   0.99986439
 AA9894
 AA9894|---------------------------------------------------------------------|
 AA9894| PID    Reference Object                     Distance      Geod. Az  |
 AA9894|                                                           dddmmss.s |
 AA9894| AB8008 CEZ ARP                             135.793 METERS 00704     |
 AA9894| AI8833 CORTEZ CBL 0                        263.009 METERS 35711     |
 AA9894|---------------------------------------------------------------------|
 AA9894
 AA9894                          SUPERSEDED SURVEY CONTROL
 AA9894
 AA9894  ELLIP H (02/05/96) 1785.07   (m)                       GP(       ) 1 1
 AA9894  NAVD 88 (06/30/00) 1804.64   (m)         5920.7    (f) LEVELING    3  
 AA9894
 AA9894.Superseded values are not recommended for survey control.
 AA9894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9894.See file dsdata.txt to determine how the superseded data were derived.
 AA9894
 AA9894_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG1023230967(NAD 83)
 AA9894_MARKER: I = METAL ROD
 AA9894_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA9894_STAMPING: CEZ C 1995
 AA9894_MARK LOGO: NGS   
 AA9894_PROJECTION: FLUSH
 AA9894_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9894+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2001
 AA9894_ROD/PIPE-DEPTH: 10.4 meters
 AA9894_SLEEVE-DEPTH  : 0.91 meters
 AA9894
 AA9894  HISTORY     - Date     Condition        Report By
 AA9894  HISTORY     - 1995     MONUMENTED       NGS
 AA9894  HISTORY     - 19950828 GOOD             NGS
 AA9894  HISTORY     - 19990504 GOOD             MSAM
 AA9894  HISTORY     - 20000919 GOOD             NGS
 AA9894  HISTORY     - 20010724 GOOD             BOR
 AA9894
 AA9894                          STATION DESCRIPTION
 AA9894
 AA9894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 AA9894'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTHWEST OF CORTEZ AT
 AA9894'THE CORTEZ-MONTEZUMA COUNTY AIRPORT AND IN THE SOUTHEAST 1/4 OF
 AA9894'SECTION 8, T 35 N, R 16 W.  OWNERSHIP--CALL MR.  RUSS MACHEN, AIRPORT
 AA9894'SUPERVISOR, 210 EAST MAIN, CORTEZ, CO 81321, TELEPHONE--970-565-7458.
 AA9894'TO REACH THE STATION FROM THE WESTERN JUNCTION OF U.  S.  HIGHWAY 666
 AA9894'AND U.  S.  HIGHWAY 160 IN CORTEZ, GO 2.55 MI (4.10 KM) SOUTHERLY
 AA9894'ALONG U.  S.  HIGHWAY 160 TO THE INTERSECTION OF THE ROAD TO THE
 AA9894'AIRPORT.  TURN WEST, 1.0 MI (1.6 KM) ON THE MCELMO CANYON ROAD TO A
 AA9894'SIDE ROAD LEFT.  TURN LEFT, SOUTH, 0.6 MI (1.0 KM) ON THE ROAD TO THE
 AA9894'AIRPORT AND THE TERMINAL.  YOU MUST SEE THE AIRPORT SUPERVISOR BEFORE
 AA9894'GOING TO THE STATION.  THE STATION IS SOUTH OF AND ACROSS THE RUNWAY
 AA9894'FROM THE TERMINAL BUILDING.  THE STATION IS A PUNCH MARK TOP CENTER ON
 AA9894'A STAINLESS STEEL ROD DRIVEN TO REFUSAL, INSIDE A GREASED FILLED
 AA9894'SLEEVE, ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP, SET IN A 0.7 M
 AA9894'(2.3 FT) CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 108.4 M (355.6
 AA9894'FT) SOUTHEAST OF THE RUNWAY, 44.8 M (147.0 FT) WEST-SOUTHWEST OF THE
 AA9894'CORNER BRACE OF THE EASTERN BOUNDARY FENCE, 7.8 M (25.6 FT) NORTHEAST
 AA9894'OF A T-FENCE POST, 0.9 M (3.0 FT) SOUTH-SOUTHWEST OF A WITNESS POST,
 AA9894'0.8 M (2.6 FT) NORTH-NORTHEAST OF A WITNESS POST AND ABOUT 2.O M ABOVE
 AA9894'THE RUNWAY.
 AA9894
 AA9894                          STATION RECOVERY (1995)
 AA9894
 AA9894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 AA9894'RECOVERED AS DESCRIBED.
 AA9894
 AA9894                          STATION RECOVERY (1999)
 AA9894
 AA9894'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AA9894'RECOVERED AS DESCRIBED.  THIS STATION IS DESIGNATED AS A PRIMARY
 AA9894'AIRPORT CONTROL STATION.
 AA9894
 AA9894                          STATION RECOVERY (2000)
 AA9894
 AA9894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AA9894'RECOVERED AS DESCRIBED---THIS STATION IS THE PRIMARY AIRPORT
 AA9894'CONTROL STATION (PACS).
 AA9894' 
 AA9894' 
 AA9894'
 AA9894
 AA9894                          STATION RECOVERY (2001)
 AA9894
 AA9894'RECOVERY NOTE BY US BUREAU OF RECLAMATION 2001 (BWI)
 AA9894'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0526 ***********************************************************************
 LK0526  DESIGNATION -  CHAFFEES CORNER
 LK0526  PID         -  LK0526
 LK0526  STATE/COUNTY-  CO/YUMA
 LK0526  USGS QUAD   -  LAIRD (1984)
 LK0526
 LK0526                         *CURRENT SURVEY CONTROL
 LK0526  ___________________________________________________________________
 LK0526* NAD 83(1992)-  40 00 05.44125(N)    102 03 06.34448(W)     ADJUSTED  
 LK0526* NAVD 88     -      1045.     (meters)    3428.     (feet)  SCALED    
 LK0526  ___________________________________________________________________
 LK0526  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 LK0526  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 LK0526
 LK0526  HORZ ORDER  -  SECOND
 LK0526
 LK0526.The horizontal coordinates were established by classical geodetic methods
 LK0526.and adjusted by the National Geodetic Survey in January 1993..
 LK0526
 LK0526.The orthometric height was scaled from a topographic map.
 LK0526
 LK0526.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0526
 LK0526.The geoid height was determined by GEOID03.
 LK0526
 LK0526;                    North         East     Units Scale Factor Converg.
 LK0526;SPC CO N     -   384,712.448 1,208,769.512   MT  0.99996626   +2 13 40.9
 LK0526;SPC CO N     - 1,262,177.42  3,965,771.31   sFT  0.99996626   +2 13 40.9
 LK0526;SPC NE       -    20,752.852   324,812.526   MT  0.99999932   -1 21 34.9
 LK0526;SPC KS N     -   192,937.051    54,112.683   MT  1.00004268   -2 33 49.0
 LK0526;UTM  13      - 4,432,089.260   751,674.630   MT  1.00037983   +1 53 46.1
 LK0526;UTM  14      - 4,432,387.023   239,486.603   MT  1.00043557   -1 57 46.1
 LK0526
 LK0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0526!SPC CO N     -   0.99983954  x   0.99996626  =   0.99980580
 LK0526!SPC NE       -   0.99983954  x   0.99999932  =   0.99983886
 LK0526!SPC KS N     -   0.99983954  x   1.00004268  =   0.99988221
 LK0526!UTM  13      -   0.99983954  x   1.00037983  =   1.00021931
 LK0526!UTM  14      -   0.99983954  x   1.00043557  =   1.00027504
 LK0526
 LK0526                          SUPERSEDED SURVEY CONTROL
 LK0526
 LK0526  NAD 83(1986)-  40 00 05.44182(N)    102 03 06.34421(W) AD(       ) 2
 LK0526  NAD 27      -  40 00 05.47800(N)    102 03 04.67200(W) AD(       ) 2
 LK0526
 LK0526.Superseded values are not recommended for survey control.
 LK0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0526.See file dsdata.txt to determine how the superseded data were derived.
 LK0526
 LK0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE5167532089(NAD 83)
 LK0526_MARKER: Z = SEE DESCRIPTION
 LK0526_SETTING: 0 = UNSPECIFIED SETTING
 LK0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LK0526
 LK0526  HISTORY     - Date     Condition        Report By
 LK0526  HISTORY     - 1869     MONUMENTED       USGLO
 LK0526  HISTORY     - 1942     SEE DESCRIPTION  USGS
 LK0526
 LK0526                          STATION DESCRIPTION
 LK0526
 LK0526'DESCRIBED BY US GEOLOGICAL SURVEY 1942
 LK0526'THE NEBRASKA-KANSAS STATE LINE WAS LOCATED FROM GEOLOGICAL
 LK0526'SURVEY TRAVERSE BASED ON COAST AND GEODETIC SURVEY TRIANGULATION
 LK0526'AND FROM THE COAST AND GEODETIC SURVEY HAIGLER STANDPIPE.  THIS
 LK0526'LINE IS ABOUT 615 FEET N OF THE PUBLISHED COAST AND GEODETIC
 LK0526'SURVEY POSITION FOR THE NW CORNER OF KANSAS.
 LK0526'
 LK0526'AN EXAMINATION OF THE GENERAL LAND OFFICE PLAT TIS RXLII W OF
 LK0526'THE SIXTH PRINCIPAL, KANSAS, DISCLOSES A CORNER KNOWN AS
 LK0526'CHAFEES CORNER ABOUT 615 FEET S OF THE NW CORNER OF KANSAS.
 LK0526'
 LK0526'ACCORDING TO KANSAS FIELD NOTES S AND W, VOL. 140, PAGE 54, THE NW
 LK0526'CORNER OF KANSAS WAS MARKED ON JUNE 15, 1873 BY A LIMESTONE
 LK0526'24- BY 20- BY 8 INCHES SET 18 INCHES DEEP IN A STONE MOUND
 LK0526'9.33 CHAINS N OF MR. CHAFEES CORNER WHICH HAD BEEN SET PREVIOUSLY.
 LK0526'
 LK0526'ACCORDING TO THE GENERAL LAND OFFICE FIELD NOTES CHAFEES
 LK0526'CORNER IS A STONE SIX FEET LONG WITH THREE FEET EXPOSED, IS ONE
 LK0526'FOOT SQUARE AT THE TOP AND OCTAGONAL NEAR THE GROUND.  IT WAS
 LK0526'SET IN 1869 AND MARKED 1869 ON THE N FACE, 40 DEG NORTH ON THE
 LK0526'E, 25 DEG WEST ON THE S, AND COLORADO ON THE W.  THIS DESCRIPTION
 LK0526'AGREES CLOSELY WITH THE COAST AND GEODETIC SURVEY DESCRIPTION
 LK0526'OF THE NW CORNER OF KANSAS.  THIS DESCRIPTION AND THE FACT THAT
 LK0526'WHEN THE COAST SURVEYS NW CORNER OF KANSAS IS PLOTTED IT FALLS
 LK0526'ABOUT 9.3 CHAINS S OF THE STATE LINE, INDICATES THAT THE
 LK0526'COAST AND GEODETIC SURVEY LOCATED CHAFEES CORNER AND NOT THE
 LK0526'STONE MARKING THE NW CORNER OF KANSAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0527 ***********************************************************************
 LK0527  DESIGNATION -  CHAFFEES CORNER ECC
 LK0527  PID         -  LK0527
 LK0527  STATE/COUNTY-  CO/YUMA
 LK0527  USGS QUAD   -  LAIRD (1984)
 LK0527
 LK0527                         *CURRENT SURVEY CONTROL
 LK0527  ___________________________________________________________________
 LK0527* NAD 83(1992)-  40 00 05.40289(N)    102 03 06.34984(W)     ADJUSTED  
 LK0527* NAVD 88     -      1045.     (meters)    3428.     (feet)  SCALED    
 LK0527  ___________________________________________________________________
 LK0527  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 LK0527  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 LK0527
 LK0527  HORZ ORDER  -  SECOND
 LK0527
 LK0527.The horizontal coordinates were established by classical geodetic methods
 LK0527.and adjusted by the National Geodetic Survey in January 1993..
 LK0527
 LK0527.The orthometric height was scaled from a topographic map.
 LK0527
 LK0527.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0527
 LK0527.The geoid height was determined by GEOID03.
 LK0527
 LK0527;                    North         East     Units Scale Factor Converg.
 LK0527;SPC CO N     -   384,711.261 1,208,769.431   MT  0.99996626   +2 13 40.9
 LK0527;SPC CO N     - 1,262,173.53  3,965,771.04   sFT  0.99996626   +2 13 40.9
 LK0527;SPC KS N     -   192,935.874    54,112.503   MT  1.00004268   -2 33 49.0
 LK0527;SPC NE       -    20,751.672   324,812.371   MT  0.99999932   -1 21 34.9
 LK0527;UTM  13      - 4,432,088.073   751,674.542   MT  1.00037983   +1 53 46.1
 LK0527;UTM  14      - 4,432,385.845   239,486.435   MT  1.00043558   -1 57 46.1
 LK0527
 LK0527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0527!SPC CO N     -   0.99983954  x   0.99996626  =   0.99980580
 LK0527!SPC KS N     -   0.99983954  x   1.00004268  =   0.99988221
 LK0527!SPC NE       -   0.99983954  x   0.99999932  =   0.99983886
 LK0527!UTM  13      -   0.99983954  x   1.00037983  =   1.00021931
 LK0527!UTM  14      -   0.99983954  x   1.00043558  =   1.00027505
 LK0527
 LK0527|---------------------------------------------------------------------|
 LK0527| PID    Reference Object                     Distance      Geod. Az  |
 LK0527|                                                           dddmmss.s |
 LK0527| CP6780 CHAFFEES CORNER ECC RM 1             44.958 METERS 00007     |
 LK0527| LK0526 CHAFFEES CORNER                       1.190 METERS 00608     |
 LK0527| CP6781 CHAFFEES CORNER ECC RM 2             85.445 METERS 08548     |
 LK0527| CP6779 CHAFFEES CORNER ECC AZ MK                          2323716.5 |
 LK0527|---------------------------------------------------------------------|
 LK0527
 LK0527                          SUPERSEDED SURVEY CONTROL
 LK0527
 LK0527  NAD 83(1986)-  40 00 05.40346(N)    102 03 06.34958(W) AD(       ) 2
 LK0527  NAD 27      -  40 00 05.44000(N)    102 03 04.67700(W) AD(       ) 2
 LK0527
 LK0527.Superseded values are not recommended for survey control.
 LK0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0527.See file dsdata.txt to determine how the superseded data were derived.
 LK0527
 LK0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE5167532088(NAD 83)
 LK0527_MARKER: DS = TRIANGULATION STATION DISK
 LK0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0527
 LK0527  HISTORY     - Date     Condition        Report By
 LK0527  HISTORY     - 1933     MONUMENTED       CGS
 LK0527
 LK0527                          STATION DESCRIPTION
 LK0527
 LK0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 LK0527'THE STATION IS LOCATED ON LAND OWNED BY J.W. DOUGLAS AND IS
 LK0527'ABOUT 6 MILES SW OF HAIGLER, NEBRASKA, AND IS 1.19 METERS SW
 LK0527'OF THE BOUNDARY STONE WHICH IS SET AT THE NW CORNER OF KANSAS.
 LK0527'THE STATION IS APPROXIMATELY ON THE KANSAS-COLORADO BOUNDARY
 LK0527'LINE.
 LK0527'
 LK0527'MARK PROJECTS 2 INCHES AND IS 41.4 FEET S OF A FENCE CORNER.
 LK0527'THE STATION IS ON A LOW HILL WHICH IS LOCATED IN A N AND
 LK0527'S VALLEY.  THE HILL IS ON THE E SIDE OF THE FLOOR OF THE
 LK0527'VALLEY.  THE STATION IS 10 YARDS E OF THE W EDGE OF THE HILL
 LK0527'AND 20 YARDS W OF THE E EDGE OF THE HILL.
 LK0527'
 LK0527'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LK0527'BRONZE DISKS SET IN CONCRETE.
 LK0527'
 LK0527'REFERENCE MARK NO. 1 IS FLUSH WITH THE GROUND AND IS 2 FEET
 LK0527'E OF A N AND S FENCE WHICH IS ON THE COLORADO-NEBRASKA BOUNDARY
 LK0527'LINE.  THE MARK IS N OF THE STATION AND IS ON THE SAME HILL
 LK0527'ON WHICH THE STATION IS LOCATED.
 LK0527'
 LK0527'REFERENCE MARK NO. 2 PROJECTS 2 INCHES AND IS 1 FOOT S OF AN
 LK0527'E AND W FENCE, ENE OF THE STATION, AND IS ON THE E SLOPE OF THE
 LK0527'HILL ON WHICH THE STATION IS LOCATED.
 LK0527'
 LK0527'AZIMUTH MARK IS FLUSH WITH THE GROUND AND IS W OF THE STATION ON
 LK0527'HIGH GROUND ON THE W SIDE OF THE VALLEY.  IT IS 15 YARDS N OF
 LK0527'A ROAD FORK, 5 YARDS E OF THE W FORK AND 4 YARDS W OF THE E
 LK0527'FORK.
 LK0527'
 LK0527'THE STONE BOUNDARY MARK AT THE NW CORNER OF KANSAS IS 1.19
 LK0527'METERS NE OF THE STATION.  IT IS A HARD SANDSTONE MARKER AND
 LK0527'WAS ORIGINALLY 12 INCHES SQUARE.  HOWEVER THE EDGES HAVE
 LK0527'BEEN CHIPPED OFF SO THAT IT IS NOW SOMEWHAT OCTAGONAL IN
 LK0527'SHAPE.  THE MARK PROJECTS 3.3 FEET AND IS 0.45 FEET OUT OF
 LK0527'PLUMB AND LEANS IN AN EASTERLY DIRECTION.  ON THE N FACE 1869
 LK0527'IS CUT IN THE STONE, 0 DEG N ON THE E FACE, 5 DEG W ON THE
 LK0527'S FACE AND OLORAD ON THE W FACE.
 LK0527'
 LK0527'TO REACH THE STATION FROM HAIGLER, GO W ON HIGHWAY 3 TO W
 LK0527'EDGE OF TOWN WHERE HIGHWAY 3 TURNS N, GO W ON DIRT ROAD FROM
 LK0527'THIS POINT 1.3 MILES TO A DIRT ROAD, THEN GO S 1.7 MILES,
 LK0527'THEN W AND SW BY MAIN ROAD 3.5 MILES TO A ROAD LEADING W AT A
 LK0527'LONE TREE.  FOLLOW THIS ROAD W ACROSS THE ARIKAREE RIVER 0.7
 LK0527'MILE TO A T-ROAD TO THE N.  GO N 0.6 MILE TO DOUGLAS HOUSE.
 LK0527'FOLLOW TRAIL AROUND W SIDE OF HOUSE, N 0.4 MILE TO A TURN TO
 LK0527'THE W.  CONTINUE N FROM THIS POINT, 0.2 MILE N ALONG FENCE TO
 LK0527'AN E AND W FENCE.  TAKE DOWN THIS FENCE AND CONTINUE N 0.5
 LK0527'MILE UP THE VALLEY TO A LOW HILL ON THE E FLOOR AND THE
 LK0527'STATION.
 LK0527'
 LK0527'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1252 ***********************************************************************
 LL1252  DESIGNATION -  CHAIN
 LL1252  PID         -  LL1252
 LL1252  STATE/COUNTY-  CO/WELD
 LL1252  USGS QUAD   -  CHALK BLUFFS SE (1972)
 LL1252
 LL1252                         *CURRENT SURVEY CONTROL
 LL1252  ___________________________________________________________________
 LL1252* NAD 83(1992)-  40 49 40.83786(N)    104 35 14.79241(W)     ADJUSTED  
 LL1252* NAVD 88     -      1677.     (meters)    5502.     (feet)  SCALED    
 LL1252  ___________________________________________________________________
 LL1252  LAPLACE CORR-          -6.26  (seconds)                    DEFLEC99
 LL1252  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 LL1252
 LL1252  HORZ ORDER  -  SECOND
 LL1252
 LL1252.The horizontal coordinates were established by classical geodetic methods
 LL1252.and adjusted by the National Geodetic Survey in January 1997..
 LL1252
 LL1252.The orthometric height was scaled from a topographic map.
 LL1252
 LL1252.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1252
 LL1252.The geoid height was determined by GEOID03.
 LL1252
 LL1252;                    North         East     Units Scale Factor Converg.
 LL1252;SPC CO N     -   471,158.206   991,378.492   MT  1.00000756   +0 35 22.7
 LL1252;SPC CO N     - 1,545,791.55  3,252,547.60   sFT  1.00000756   +0 35 22.7
 LL1252;UTM  13      - 4,519,746.765   534,786.810   MT  0.99961489   +0 16 11.0
 LL1252
 LL1252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1252!SPC CO N     -   0.99973976  x   1.00000756  =   0.99974732
 LL1252!UTM  13      -   0.99973976  x   0.99961489  =   0.99935475
 LL1252
 LL1252|---------------------------------------------------------------------|
 LL1252| PID    Reference Object                     Distance      Geod. Az  |
 LL1252|                                                           dddmmss.s |
 LL1252| CP6782 CHAIN RM 1                            9.387 METERS 17807     |
 LL1252| CP6783 CHAIN RM 2                            7.413 METERS 27713     |
 LL1252| LL1253 CHAIN AZ MK                         APPROX. 1.2 KM 3270641.1 |
 LL1252|---------------------------------------------------------------------|
 LL1252
 LL1252                          SUPERSEDED SURVEY CONTROL
 LL1252
 LL1252  NAD 83(1992)-  40 49 40.83771(N)    104 35 14.78961(W) AD(       ) 2
 LL1252  NAD 83(1986)-  40 49 40.83002(N)    104 35 14.79237(W) AD(       ) 2
 LL1252  NAD 27      -  40 49 40.89480(N)    104 35 12.93080(W) AD(       ) 2
 LL1252
 LL1252.Superseded values are not recommended for survey control.
 LL1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1252.See file dsdata.txt to determine how the superseded data were derived.
 LL1252
 LL1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF3478719747(NAD 83)
 LL1252_MARKER: DS = TRIANGULATION STATION DISK
 LL1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1252_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LL1252
 LL1252  HISTORY     - Date     Condition        Report By
 LL1252  HISTORY     - 1960     MONUMENTED       CGS
 LL1252  HISTORY     - 1979     GOOD             NGS
 LL1252
 LL1252                          STATION DESCRIPTION
 LL1252
 LL1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 LL1252'THE STATION IS LOCATED, AIRLINE, ABOUT 13 MILES NORTH AND ABOUT
 LL1252'1/2 MILE EAST OF THE OLD POST OFFICE OF PURCELL, IN SECTION
 LL1252'18, TOWNSHIP 10 N, RANGE 64 W, ON PROPERTY OWNED BY MR. ARCHIE
 LL1252'CALDER OF NUNN, COLORADO.  IT IS ON THE HIGHEST POINT OF A
 LL1252'NORTH-SOUTH RIDGE AND IS ABOUT 0.1 MILE NORTH OF AN EAST-WEST
 LL1252'FENCE LINE.
 LL1252'
 LL1252'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 30
 LL1252'(TRUCK ROUTE) AND 85.87 AT THE SOUTH EDGE OF CHEYENNE, GO SOUTH
 LL1252'ON U.S. HIGHWAY 85 FOR 16 MILES TO THE ROCKPORT SERVICE
 LL1252'STATION AND BAR ON THE RIGHT.  CONTINUE SOUTH ON THE HIGHWAY FOR
 LL1252'2.0 MILES.  TURN LEFT OFF THE HIGHWAY AS PER SIGN GROVER AND
 LL1252'GO EAST ON THE GRAVELED ROAD FOR 10.4 MILES.  TURN RIGHT AT THE
 LL1252'T-ROAD AND GO SOUTH FOR 2.0 MILES TO A CATTLE GUARD ON THE
 LL1252'RIGHT AND A WIRE GATE ON THE LEFT.  TURN LEFT, PASS THROUGH
 LL1252'THE GATE AND FOLLOW THE TRACK ROAD EASTERLY FOR 0.15 MILE TO
 LL1252'THE TOP OF THE HILL.  TURN RIGHT AND GO SOUTH ON A DIM
 LL1252'TRACK ROAD FOR 1.1 MILES TO THE HIGHEST POINT OF A
 LL1252'NORTH-SOUTH RIDGE AND THE STATION.
 LL1252'
 LL1252'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE DIM
 LL1252'TRACK ROAD FOR 0.8 MILE TO THE AZIMUTH MARK ON THE LEFT, SOUTH
 LL1252'SIDE IN THE FENCE LINE.  IT IS 8 FEET WEST OF THE WEST END OF
 LL1252'A WIRE GATE.
 LL1252'
 LL1252'THE STATION IS A STANDARD DISK STAMPED CHAIN 1960 SET IN TOP
 LL1252'OF A CONCRETE CYLINDER WHICH IS 7 INCHES IN DIAMETER AND PROJECTS
 LL1252'ABOUT 3 INCHES ABOVE THE GROUND.
 LL1252'
 LL1252'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CHAIN NO
 LL1252'1 1960 SET IN TOP OF A CONCRETE CYLINDER WHICH IS 7 INCHES
 LL1252'IN DIAMETER, PROJECTS 3 INCHES ABOVE THE GROUND AND IS ABOUT
 LL1252'THE SAME ELEVATION AS THE STATION.
 LL1252'
 LL1252'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CHAIN
 LL1252'NO 2 1960 SET IN TOP OF A CONCRETE CYLINDER WHICH IS 7 INCHES
 LL1252'IN DIAMETER, PROJECTS 3 INCHES ABOVE THE GROUND AND IS ABOUT 1
 LL1252'FOOT LOWER THAN THE STATION.
 LL1252'
 LL1252'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHAIN 1960 SET IN
 LL1252'TOP OF A CONCRETE CYLINDER WHICH IS 7 INCHES IN DIAMETER AND
 LL1252'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 19 FEET SOUTH OF THE
 LL1252'CENTER OF A TRACK ROAD, 8 FEET WEST OF THE WEST END OF A WIRE
 LL1252'GATE AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 LL1252
 LL1252                          STATION RECOVERY (1979)
 LL1252
 LL1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LL1252'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE AND
 LL1252'DIRECTION TO REFERENCE MARKS CHECKED PREVIOUS DATA FAVORABLY.
 LL1252'
 LL1252'STATION IS REACHED FROM THE POST OFFICE IN NUNN, GO EAST ON 4TH
 LL1252'STREET FOR 0.05 MILE TO U.S. HIGHWAY 85, TURN LEFT AND GO NORTH ON
 LL1252'HIGHWAY 85 FOR 11.85 MILES TO COUNTY ROAD 122 ON RIGHT, TURN RIGHT
 LL1252'AND GO EAST ON COUNTY ROAD 122 WHICH IS GRAVELED FOR 10.25 MILES TO
 LL1252'COUNTY ROAD 49 ON RIGHT, TURN RIGHT AND GO SOUTH ON ROAD 49 FOR 2.05
 LL1252'MILES TO A CATTLE GUARD ON RIGHT AND A WIRE GATE ON LEFT, TURN LEFT,
 LL1252'PASS THROUGH THE GATE AND CONTINUE ON A TRACK ROAD, EASTERLY FOR 0.15
 LL1252'MILE, TOP RISE AND TRACK ROAD RIGHT, KEEP RIGHT ON TRACK ROAD AND
 LL1252'CONTINUE FOR 0.3 MILE TO A WIRE GATE AND AZIMUTH MARK ON RIGHT,
 LL1252'CONTINUE IN A SOUTH SOUTHEASTERLY DIRECTION FOR APPROXIMATELY 0.75
 LL1252'MILE TO HIGHEST POINT OF NORTH-SOUTH RIDGE AND STATION.
 LL1252'
 LL1252'STATION IS A STANDARD STATION MARK DISK, STAMPED---CHAIN 1960--- SET
 LL1252'IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES, 3
 LL1252'FEET NORTH OF A METAL WITNESS POST.
 LL1252'
 LL1252'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---CHAIN NO 1 1960--- SET
 LL1252'IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 4
 LL1252'INCHES.  MARK IS ABOUT 0.6 FOOT LOWER IN ELEVATION THAN STATION MARK.
 LL1252'
 LL1252'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---CHAIN NO 2 1960---
 LL1252'SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 4
 LL1252'INCHES.  MARK IS ABOUT 1 FOOT LOWER IN ELEVATION THAN STATION MARK.
 LL1252'
 LL1252'AZIMUTH MARK IS A STANDARD DISK, STAMPED---CHAIN 1960--- SET IN THE
 LL1252'SOUTH-SOUTHWEST OF A TRACK ROAD, 8 FEET WEST OF A WIRE GATE, GATE POST
 LL1252'2.7 FEET EAST OF A METAL WITNESS POST, 1 FOOT NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0696 ***********************************************************************
 KL0696  DESIGNATION -  CHAIR D
 KL0696  PID         -  KL0696
 KL0696  STATE/COUNTY-  CO/GUNNISON
 KL0696  USGS QUAD   -  CHAIR MOUNTAIN (1978)
 KL0696
 KL0696                         *CURRENT SURVEY CONTROL
 KL0696  ___________________________________________________________________
 KL0696* NAD 83(1992)-  39 03 29.06589(N)    107 16 55.78914(W)     ADJUSTED  
 KL0696* NAVD 88     -      3879.1    (meters)   12727.     (feet)  VERTCON   
 KL0696  ___________________________________________________________________
 KL0696  LAPLACE CORR-          10.97  (seconds)                    DEFLEC99
 KL0696  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 KL0696
 KL0696  HORZ ORDER  -  FIRST
 KL0696
 KL0696.The horizontal coordinates were established by classical geodetic methods
 KL0696.and adjusted by the National Geodetic Survey in January 1993..
 KL0696
 KL0696.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0696
 KL0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0696
 KL0696.The geoid height was determined by GEOID03.
 KL0696
 KL0696;                    North         East     Units Scale Factor Converg.
 KL0696;SPC CO C     -   442,268.428   760,165.417   MT  0.99993619   -1 07 26.4
 KL0696;SPC CO C     - 1,451,009.00  2,493,976.04   sFT  0.99993619   -1 07 26.4
 KL0696;UTM  13      - 4,325,699.860   302,534.222   MT  1.00008015   -1 26 18.5
 KL0696
 KL0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0696!SPC CO C     -   0.99939409  x   0.99993619  =   0.99933032
 KL0696!UTM  13      -   0.99939409  x   1.00008015  =   0.99947419
 KL0696
 KL0696|---------------------------------------------------------------------|
 KL0696| PID    Reference Object                     Distance      Geod. Az  |
 KL0696|                                                           dddmmss.s |
 KL0696| CM6249 CHAIR D RM 1                          7.980 METERS 13330     |
 KL0696| CM6250 CHAIR D RM 2                          7.887 METERS 26018     |
 KL0696| KL0695 PASS                                APPROX. 7.6 KM 3590026.0 |
 KL0696|---------------------------------------------------------------------|
 KL0696
 KL0696                          SUPERSEDED SURVEY CONTROL
 KL0696
 KL0696  NAD 83(1986)-  39 03 29.06331(N)    107 16 55.79337(W) AD(       ) 1
 KL0696  NAD 27      -  39 03 29.10600(N)    107 16 53.61800(W) AD(       ) 1
 KL0696  NGVD 29 (07/19/86) 3877.3    (m)        12721.     (f) VERT ANG       
 KL0696
 KL0696.Superseded values are not recommended for survey control.
 KL0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0696.See file dsdata.txt to determine how the superseded data were derived.
 KL0696
 KL0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD0253425700(NAD 83)
 KL0696_MARKER: DB = BENCH MARK DISK
 KL0696_SETTING: 80 = SET IN A BOULDER
 KL0696_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KL0696
 KL0696  HISTORY     - Date     Condition        Report By
 KL0696  HISTORY     - 1953     MONUMENTED       USGS
 KL0696
 KL0696                          STATION DESCRIPTION
 KL0696
 KL0696'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (RLE)
 KL0696'THE STATION IS LOCATED ABOUT 9 MILES WEST NORTHWEST OF MARBLE,
 KL0696'ABOUT 7 MILES SOUTHEAST OF THE RAGGED MOUNTAIN POST OFFICE
 KL0696'ON THE HIGHEST PART OF A MOUNTAIN LOCALLY KNOWN AS CHAIR MOUNTAIN.
 KL0696'THE STATION MARK IS A STANDARD U.S. GEOLIGICAL SURVEY BENCH
 KL0696'MARK DISK SET IN A BOULDER THAT IS ABOUT 2-FEET SQUARE AND THE
 KL0696'BOULDER IS FLUSH WITH THE HIGHEST PART OF THE MOUNTAIN.  THE
 KL0696'DISK IS STAMPED CHAIR D 1936.
 KL0696'
 KL0696'REFERENCE MARK NO. 1 IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 KL0696'MARK REFERENCE MARK DISK SET IN A BOULDER THAT IS ABOUT 20
 KL0696'FEET LONG AND ABOUT 4 FEET WIDE.  IT IS THE SAME ELEVATION
 KL0696'AS THE STATION AND IT IS STAMPED NO 1.
 KL0696'
 KL0696'REFERENCE MARK NO. 2 IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 KL0696'MARK REFERENCE MARK DISK SET IN A BOULDER THAT IS ABOUT 12
 KL0696'FEET LONG AND ABOUT 5 FEET WIDE.  IT IS ABOUT 15 FEET BELOW
 KL0696'THE LEVEL OF THE STATION AND IT IS STAMPED NO 2.
 KL0696'
 KL0696'NO SUITABLE PLACE AVAILABLE TO ESTABLISH AN AZIMUTH MARK SO
 KL0696'TRIANGULATION STATION PASS WAS USED FOR THE AZIMUTH MARK,
 KL0696'SEE DESCRIPTION THEREOF.
 KL0696'
 KL0696'TO REACH THE STATION FROM THE POST OFFICE IN CARBONDALE GO
 KL0696'WEST ON MAIN STREET FOR 0.05 MILE TO STATE HIGHWAY 133, TURN
 KL0696'LEFT AND GO SOUTH ON STATE HIGHWAY 133 PASSING THROUGH THE
 KL0696'VILLAGE OF REDSTONE, FOR A DISTANCE OF 20.3 MILES TO A FORK
 KL0696'AND SOME MINEING BUILDINGS ON THE LEFT, TAKE THE RIGHT FORK
 KL0696'AND GO OVER MC CLURE PASS FOLLOWING STATE HIGHWAY 133 FOR
 KL0696'10.0 MILES TO A T INTERSECTION, TURN SHARP LEFT AND CONTINUE
 KL0696'SOUTHERLY ON STATE HIGHWAY 133 FOR 0.8 MILE TO A MAIL BOX ON
 KL0696'THE RIGHT AND A DRIVEWAY ON THE LEFT, TURN SHARP LEFT AND
 KL0696'FOLLOW THE DRIVEWAY 0.25 MILE TO MR. MC KIBBENS RANCH HOUSE
 KL0696'AND THIS IS THE END OF TRUCK TRAVEL.  FROM HERE PASS
 KL0696'THROUGH THE GATE JUST SOUTHWEST OF MR. MC KIBBENS HOUSE
 KL0696'THEN PACK EAST NORTHEAST THROUGH SAGEBRUSH FOR ABOUT 2.0
 KL0696'MILES TO THE EDGE OF THE TIMBER AND A GATE AT A FENCE CORNER,
 KL0696'PASS THROUGH THE GATE AND FOLLOW THE WELL MARKED, WELL
 KL0696'TRAVELED TRAIL EAST TO THE OPENING TO A BOX CANYON, GO
 KL0696'SOUTHEASTERLY TOWARDS THE HEAD OF THE CANYON TO A SMALL
 KL0696'LAKE AND THIS IS AS FAR AS HORSES CAN BE TAKEN.  FROM
 KL0696'HERE PACK NORTHEAST UP THE STEEP ROCKY SLOPE TO THE
 KL0696'HIGHEST PART OF THE MOUNTAIN AND THE STATION AND REFERENCE
 KL0696'MARKS AS DESCRIBED.
 KL0696'
 KL0696'THIS IS A FIVE HOUR PACK WITH HORSES AND THEN THREE HOURS ON FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0510 ***********************************************************************
 HL0510  DESIGNATION -  CHALK
 HL0510  PID         -  HL0510
 HL0510  STATE/COUNTY-  CO/ARCHULETA
 HL0510  USGS QUAD   -  ELEPHANT HEAD ROCK (1984)
 HL0510
 HL0510                         *CURRENT SURVEY CONTROL
 HL0510  ___________________________________________________________________
 HL0510* NAD 83(1992)-  37 08 30.50871(N)    106 44 59.86710(W)     ADJUSTED  
 HL0510* NAVD 88     -      3669.3    (meters)   12038.     (feet)  VERTCON   
 HL0510  ___________________________________________________________________
 HL0510  LAPLACE CORR-           8.28  (seconds)                    DEFLEC99
 HL0510  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 HL0510
 HL0510  HORZ ORDER  -  THIRD
 HL0510
 HL0510.The horizontal coordinates were established by classical geodetic methods
 HL0510.and adjusted by the National Geodetic Survey in January 1993..
 HL0510
 HL0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0510
 HL0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0510
 HL0510.The geoid height was determined by GEOID03.
 HL0510
 HL0510;                    North         East     Units Scale Factor Converg.
 HL0510;SPC CO S     -   358,277.012   803,348.817   MT  1.00001787   -0 46 00.1
 HL0510;SPC CO S     - 1,175,447.16  2,635,653.58   sFT  1.00001787   -0 46 00.1
 HL0510;UTM  13      - 4,112,037.125   344,578.192   MT  0.99989757   -1 03 24.6
 HL0510
 HL0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0510!SPC CO S     -   0.99942709  x   1.00001787  =   0.99944495
 HL0510!UTM  13      -   0.99942709  x   0.99989757  =   0.99932472
 HL0510
 HL0510:                Primary Azimuth Mark                     Grid Az
 HL0510:SPC CO S     -  NAVAJO                                   166 24 55.0
 HL0510:UTM  13      -  NAVAJO                                   166 42 19.5
 HL0510
 HL0510|---------------------------------------------------------------------|
 HL0510| PID    Reference Object                     Distance      Geod. Az  |
 HL0510|                                                           dddmmss.s |
 HL0510| HL0508 NAVAJO                              APPROX. 5.7 KM 1653854.9 |
 HL0510|---------------------------------------------------------------------|
 HL0510
 HL0510                          SUPERSEDED SURVEY CONTROL
 HL0510
 HL0510  NAD 83(1986)-  37 08 30.50808(N)    106 44 59.87081(W) AD(       ) 3
 HL0510  NAD 27      -  37 08 30.48188(N)    106 44 57.73353(W) AD(       ) 3
 HL0510  NGVD 29 (07/19/86) 3667.6    (m)        12033.     (f) VERT ANG       
 HL0510
 HL0510.Superseded values are not recommended for survey control.
 HL0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0510.See file dsdata.txt to determine how the superseded data were derived.
 HL0510
 HL0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB4457812037(NAD 83)
 HL0510_MARKER: DD = SURVEY DISK
 HL0510_SETTING: 66 = SET IN ROCK OUTCROP
 HL0510_SP_SET: SET IN ROCK OUTCROP
 HL0510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0510+STABILITY: POSITION/ELEVATION WELL
 HL0510
 HL0510  HISTORY     - Date     Condition        Report By
 HL0510  HISTORY     - 1954     MONUMENTED       USGS
 HL0510
 HL0510                          STATION DESCRIPTION
 HL0510
 HL0510'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 HL0510'THE STATION IS LOCATED ON THE HIGHEST PEAK OF THE CHALK MTNS.,
 HL0510'APPROXIMATELY 7.0 MI. AIRLINE NE. OF CHROMO, AND APPROXIMATELY
 HL0510'17.0 MI. AIRLINE SE. OF PAGOSA SPRINGS.
 HL0510'
 HL0510'TO REACH THE STATION FROM THE POST OFFICE IN CHROMO, GO NW. ON U.S.
 HL0510'HIGHWAY 84 FOR 3.1 MI., THENCE RIGHT OFF HIGHWAY ON A DIRT RD. FOR 0.6
 HL0510'MI. TO J. D. SIMMS RANCH.  CONTINUE ON NE. PAST RANCH HOUSE FOR 0.3
 HL0510'MI. TO RD. FORK, THENCE LEFT FOR 3.6 MI. TO A BEAVER POND AND END OF
 HL0510'TRUCK TRAVEL.  THE LAST 3.6 MI. IS JEEP TRAVEL ONLY.  FROM BEAVER
 HL0510'POND TAKE PACK ANIMALS AND FOLLOW THE NAVAJO TRAIL E. FOR
 HL0510'APPROXIMATELY 1.0 MI. TO TRAIL FORK, THENCE N. FOR APPROXIMATELY
 HL0510'4.5 MI. TO TOP OF DIVIDE.  AT THIS POINT LEAVE TRAIL AND RIDE E.
 HL0510'UP RIDGE FOR ABOUT 0.5 MI. TO BASE OF A VERY STEEP SLOPE, THENCE
 HL0510'UP STEEP SLOPE FOR APPROXIMATELY 1.0 MI. TO CLIFF AND END OF ANIMAL
 HL0510'TRAVEL.  BACK PACK ON UP MOUNTAIN E. FOR APPROXIMATELY 20 MINUTES
 HL0510'TO HIGHEST POINT AND STATION SITE.
 HL0510'
 HL0510'STATION MARK--STANDARD TABLET, STAMPED ---CHALK 1954---, CEMENTED IN
 HL0510'SOLID ROCK.
 HL0510'
 HL0510'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0705 ***********************************************************************
 KL0705  DESIGNATION -  CHALK MTN
 KL0705  PID         -  KL0705
 KL0705  STATE/COUNTY-  CO/MESA
 KL0705  USGS QUAD   -  CHALK MOUNTAIN (1982)
 KL0705
 KL0705                         *CURRENT SURVEY CONTROL
 KL0705  ___________________________________________________________________
 KL0705* NAD 83(1992)-  39 06 45.20038(N)    107 39 33.36712(W)     ADJUSTED  
 KL0705* NAVD 88     -      3399.0    (meters)   11152.     (feet)  VERTCON   
 KL0705  ___________________________________________________________________
 KL0705  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 KL0705  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 KL0705
 KL0705  HORZ ORDER  -  SECOND
 KL0705
 KL0705.The horizontal coordinates were established by classical geodetic methods
 KL0705.and adjusted by the National Geodetic Survey in January 1993..
 KL0705
 KL0705.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0705
 KL0705.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0705
 KL0705.The geoid height was determined by GEOID03.
 KL0705
 KL0705;                    North         East     Units Scale Factor Converg.
 KL0705;SPC CO C     -   449,022.711   727,678.412   MT  0.99993593   -1 21 42.6
 KL0705;SPC CO C     - 1,473,168.68  2,387,391.59   sFT  0.99993593   -1 21 42.6
 KL0705;UTM  13      - 4,332,634.471   270,077.515   MT  1.00025097   -1 40 42.0
 KL0705
 KL0705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0705!SPC CO C     -   0.99946936  x   0.99993593  =   0.99940533
 KL0705!UTM  13      -   0.99946936  x   1.00025097  =   0.99972020
 KL0705
 KL0705|---------------------------------------------------------------------|
 KL0705| PID    Reference Object                     Distance      Geod. Az  |
 KL0705|                                                           dddmmss.s |
 KL0705| CM6253 AS 34 RM 2                            7.130 METERS 02944     |
 KL0705| CM6251 CHALK MTN AZ MK                                    1493539.6 |
 KL0705| CM6252 CHALK MTN RM 2                       16.670 METERS 31328     |
 KL0705|---------------------------------------------------------------------|
 KL0705
 KL0705                          SUPERSEDED SURVEY CONTROL
 KL0705
 KL0705  NAD 83(1986)-  39 06 45.19846(N)    107 39 33.36583(W) AD(       ) 2
 KL0705  NAD 27      -  39 06 45.27000(N)    107 39 31.15400(W) AD(       ) 2
 KL0705  NGVD 29 (07/19/86) 3397.3    (m)        11146.     (f) VERT ANG       
 KL0705
 KL0705.Superseded values are not recommended for survey control.
 KL0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0705.See file dsdata.txt to determine how the superseded data were derived.
 KL0705
 KL0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD7007832634(NAD 83)
 KL0705_MARKER: DS = TRIANGULATION STATION DISK
 KL0705_SETTING: 80 = SET IN A BOULDER
 KL0705_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KL0705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0705
 KL0705  HISTORY     - Date     Condition        Report By
 KL0705  HISTORY     - 1953     MONUMENTED       CGS
 KL0705  HISTORY     - 1959     GOOD             USGS
 KL0705
 KL0705                          STATION DESCRIPTION
 KL0705
 KL0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KL0705'THE STATION IS LOCATED ON THE SUMMIT OF CHALK MOUNTAIN AT
 KL0705'THE HEAD OF MULE CREEK, ABOUT 7.0 MILES WEST AND 1.5 MILES
 KL0705'NORTH OF THE WEST MUDDY RANGER STATION.  IT IS STAMPED CHALK
 KL0705'MTN 1953 AND IS ABOUT 20 FEET SOUTH OF THE HIGHEST POINT OF
 KL0705'MOUNTAIN.
 KL0705'
 KL0705'REFERENCE MARK NO. 1 IS A STANDARD FOREST SERVICE BRONZE
 KL0705'DISK CEMENTED IN A DRILL HOLE IN A BOULDER ABOUT 3 FEET HIGHER
 KL0705'IN ELEVATION THAN THE STATION AND IS STAMPED AS 34 NO 2.
 KL0705'
 KL0705'REFERENCE MARK NO. 2 IS ON THE HIGHEST POINT OF MOUNTAIN ABOUT
 KL0705'3 FEET HIGHER IN ELEVATION THAN THE STATION AND IS STAMPED CHALK
 KL0705'MTN NO 2 1953.
 KL0705'
 KL0705'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 54.14 FEET.
 KL0705'
 KL0705'THE AZIMUTH MARK IS JUST NORTHEAST OF THE OVERLAND RESERVOIR,
 KL0705'86 FEET NORTHEAST OF THE CENTER OF ROAD ACROSS DAM AND 20 FEET
 KL0705'SOUTHEAST OF THE CENTER OF A NORTHEAST-SOUTHWEST ROAD.  IT IS
 KL0705'STAMPED CHALK MTN 1953.
 KL0705'
 KL0705'TO REACH THE STATION FROM THE SUMMIT OF MC CLURES PASS (4.0
 KL0705'MILES SOUTH AND 3.0 MILES WEST OF REDSTONE), GO WESTERLY
 KL0705'ON STATE HIGHWAY 133 FOR 7.1 MILES TO A REVERSE FORK AND POINT
 KL0705'WHERE HIGHWAY TURNS SHARP LEFT, CONTINUE STRAIGHT AHEAD
 KL0705'NORTHWESTERLY ON GRAVELED ROAD FOR 10.8 MILES TO THE WEST MUDDY
 KL0705'RANGER STATION ON THE RIGHT.  CONTINUE NORTHWESTERLY FOR 3.3
 KL0705'MILES TO A FORK AND SIGN DYKE CREEK CAMP GROUND, TAKE LEFT FORK
 KL0705'THROUGH CAMP GROUND FOR 0.1 MILE TO A FORK, TAKE RIGHT FORK
 KL0705'AND GO NORTH AND WEST ON DIRT ROAD FOR 5.3 MILES TO A
 KL0705'FORK.  TAKE RIGHT FORK SOUTHWEST FOR 0.5 MILE TO A FORK
 KL0705'AND A LARGE BOARD GATE ON THE RIGHT, TAKE LEFT FORK SOUTH FOR
 KL0705'0.1 MILE TO A FORK, TAKE RIGHT FORK AND GO WEST AND NORTHWEST
 KL0705'FOR 5.0 MILES TO A CABIN AT THE EAST END OF THE OVERLAND
 KL0705'RESERVOIR.  GO WEST AND NORTHWEST ACROSS DAM FOR 0.35 MILE TO
 KL0705'A SIDE ROAD RIGHT AND AZIMUTH MARK AS DESCRIBED, CONTINUE
 KL0705'NORTHWEST FOR 0.4 MILE TO THE END OF ROAD.  FROM THIS
 KL0705'POINT STATION IS VISIBLE TO THE NORTH-NORTHWEST ABOUT 1.5 MILES.
 KL0705'A 4 WHEEL DRIVE VEHICLE CAN BE DRIVEN TO WITHIN 0.1 MILE
 KL0705'OF THE SUMMIT OF MOUNTAIN.
 KL0705
 KL0705                          STATION RECOVERY (1959)
 KL0705
 KL0705'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KL0705'NO TEXT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0439 ***********************************************************************
 KM0439  DESIGNATION -  CHALK MTN
 KM0439  PID         -  KM0439
 KM0439  STATE/COUNTY-  CO/MESA
 KM0439  USGS QUAD   -  MESA (1955)
 KM0439
 KM0439                         *CURRENT SURVEY CONTROL
 KM0439  ___________________________________________________________________
 KM0439* NAD 83(1992)-  39 07 49.79645(N)    108 12 43.26640(W)     ADJUSTED  
 KM0439* NAVD 88     -      2467.7    (meters)    8096.     (feet)  VERTCON   
 KM0439  ___________________________________________________________________
 KM0439  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 KM0439  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 KM0439
 KM0439  HORZ ORDER  -  THIRD
 KM0439
 KM0439.The horizontal coordinates were established by classical geodetic methods
 KM0439.and adjusted by the National Geodetic Survey in January 1993..
 KM0439
 KM0439.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0439
 KM0439.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0439
 KM0439.The geoid height was determined by GEOID03.
 KM0439
 KM0439;                    North         East     Units Scale Factor Converg.
 KM0439;SPC CO C     -   452,295.218   679,951.412   MT  0.99993604   -1 42 37.6
 KM0439;SPC CO C     - 1,483,905.23  2,230,807.26   sFT  0.99993604   -1 42 37.6
 KM0439;UTM  12      - 4,334,960.223   740,991.674   MT  1.00031517   +1 45 37.1
 KM0439
 KM0439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0439!SPC CO C     -   0.99961550  x   0.99993604  =   0.99955157
 KM0439!UTM  12      -   0.99961550  x   1.00031517  =   0.99993055
 KM0439
 KM0439                          SUPERSEDED SURVEY CONTROL
 KM0439
 KM0439  NAD 83(1986)-  39 07 49.79395(N)    108 12 43.25464(W) AD(       ) 3
 KM0439  NGVD 29 (05/18/92) 2466.5    (m)         8092.     (f) VERT ANG       
 KM0439
 KM0439.Superseded values are not recommended for survey control.
 KM0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0439.See file dsdata.txt to determine how the superseded data were derived.
 KM0439
 KM0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ4099234960(NAD 83)
 KM0439_MARKER: DD = SURVEY DISK
 KM0439_SETTING: 66 = SET IN ROCK OUTCROP
 KM0439_SP_SET: SET IN ROCK OUTCROP
 KM0439_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0439+STABILITY: POSITION/ELEVATION WELL
 KM0439
 KM0439  HISTORY     - Date     Condition        Report By
 KM0439  HISTORY     - 1953     MONUMENTED       BOR
 KM0439  HISTORY     - 1953     GOOD             USGS
 KM0439
 KM0439                          STATION DESCRIPTION
 KM0439
 KM0439'DESCRIBED BY US BUREAU OF RECLAMATION 1953
 KM0439'NO TEXT.
 KM0439
 KM0439                          STATION RECOVERY (1953)
 KM0439
 KM0439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 KM0439'USBR TABLET RECOVERED BY USGS IN 1953 AND DESCRIBED AS FOLLOWS
 KM0439'
 KM0439'STATION LOCATED ABOUT 2 MI. S. AND 4 MI. W. OF MESA, COLORADO, ON THE
 KM0439'NE. PEAK OF CHALK MTN.
 KM0439'
 KM0439'TO REACH STATION FROM MESA POST OFFICE, PROCEED S. 0.1 MI. TO RD.
 KM0439'RIGHT AT SCHOOLHOUSE, TURN RIGHT AND PROCEED 0.2 MI. TO A RD. FORK,
 KM0439'TAKE LEFT FORK AND FOLLOW THIS RD. 1.9 MI. TO RD. INTERSECTION, TAKE
 KM0439'MIDDLE RD. AND PROCEED 1.4 MI. TO A RD. FORK, TAKE RIGHT FORK AND
 KM0439'FOLLOW RD. 0.9 MI. TO A FENCE GATE, PASS THROUGH GATE AND FOLLOW RD.
 KM0439'0.4 MI. TO RANCH HOUSE AND END OF TRUCK TRAVEL.  STATION IS ABOUT A
 KM0439'MILE W. OF THIS POINT.  IF JEEP IS USED, CROSS FIELD IN A N. DIRECTION
 KM0439'AND TURN LEFT AFTER PASSING THROUGH FENCE GATE AT N. END OF FIELD.
 KM0439'FOLLOW DIM RD. UP S. SIDE OF DRAIN TO TOP OF RIDGE AND BASE OF
 KM0439'MOUNTAIN.
 KM0439'
 KM0439'STATION MARK--AN UNSTAMPED BUREAU OF RECLAMATION TABLET SET IN ROCK.
 KM0439'
 KM0439'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE TABLET CEMENTED IN
 KM0439'SANDSTONE OUTCROP, AT A DISTANCE OF 34.75 FT., N 88 DEG 34 MIN W
 KM0439'FROM STATION, STAMPED ---CHALK MTN. 1953---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0923 ***********************************************************************
 JJ0923  DESIGNATION -  CHALKY
 JJ0923  PID         -  JJ0923
 JJ0923  STATE/COUNTY-  CO/BENT
 JJ0923  USGS QUAD   -  TREE TOP RANCH (1976)
 JJ0923
 JJ0923                         *CURRENT SURVEY CONTROL
 JJ0923  ___________________________________________________________________
 JJ0923* NAD 83(1992)-  38 09 25.22183(N)    103 03 29.80908(W)     ADJUSTED  
 JJ0923* NAVD 88     -      1269.     (meters)    4163.     (feet)  SCALED    
 JJ0923  ___________________________________________________________________
 JJ0923  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 JJ0923  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 JJ0923
 JJ0923  HORZ ORDER  -  THIRD
 JJ0923
 JJ0923.The horizontal coordinates were established by classical geodetic methods
 JJ0923.and adjusted by the National Geodetic Survey in January 1993..
 JJ0923
 JJ0923.The orthometric height was scaled from a topographic map.
 JJ0923
 JJ0923.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0923
 JJ0923.The geoid height was determined by GEOID03.
 JJ0923
 JJ0923;                    North         East     Units Scale Factor Converg.
 JJ0923;SPC CO S     -   473,003.306 1,128,373.369   MT  0.99996123   +1 29 51.7
 JJ0923;SPC CO S     - 1,551,845.01  3,702,004.96   sFT  0.99996123   +1 29 51.7
 JJ0923;UTM  13      - 4,225,016.746   670,121.483   MT  0.99995645   +1 11 59.7
 JJ0923
 JJ0923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0923!SPC CO S     -   0.99980454  x   0.99996123  =   0.99976577
 JJ0923!UTM  13      -   0.99980454  x   0.99995645  =   0.99976100
 JJ0923
 JJ0923|---------------------------------------------------------------------|
 JJ0923| PID    Reference Object                     Distance      Geod. Az  |
 JJ0923|                                                           dddmmss.s |
 JJ0923| CM8637 CHALKY RM 1                           8.271 METERS 06815     |
 JJ0923| CM8636 CHALKY AZ MK                                       1374445.2 |
 JJ0923| CM8638 CHALKY RM 2                           7.411 METERS 33736     |
 JJ0923|---------------------------------------------------------------------|
 JJ0923
 JJ0923                          SUPERSEDED SURVEY CONTROL
 JJ0923
 JJ0923  NAD 83(1986)-  38 09 25.21400(N)    103 03 29.80244(W) AD(       ) 3
 JJ0923  NAD 27      -  38 09 25.18966(N)    103 03 28.07277(W) AD(       ) 3
 JJ0923
 JJ0923.Superseded values are not recommended for survey control.
 JJ0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0923.See file dsdata.txt to determine how the superseded data were derived.
 JJ0923
 JJ0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC7012125017(NAD 83)
 JJ0923_MARKER: DS = TRIANGULATION STATION DISK
 JJ0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0923
 JJ0923  HISTORY     - Date     Condition        Report By
 JJ0923  HISTORY     - 1954     MONUMENTED       CGS
 JJ0923
 JJ0923                          STATION DESCRIPTION
 JJ0923
 JJ0923'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0923'THE STATION IS LOCATED ON THE SOUTH END OF A PROMINENT BENCH.
 JJ0923'IT IS ABOUT 6.5 MILES AIRLINE NORTHWEST OF HASTY AND ABOUT 11
 JJ0923'MILES AIRLINE NORTHEAST OF LAS ANIMAS.
 JJ0923'
 JJ0923'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 266 AND U.S. HIGHWAY
 JJ0923'50, JUST NORTH OF THE U.S. POST OFFICE IN HASTY, GO WEST ON U.S.
 JJ0923'HIGHWAY 50 FOR 4.0 MILES TO A CROSS ROAD AT BEETHURST RAILROAD
 JJ0923'SIDING.  TURN RIGHT AND GO NORTH 1.3 MILES TO END OF LANE
 JJ0923'JUST AFTER CROSSING CANAL.  GO THROUGH GATE ON THE LEFT AND
 JJ0923'CONTINUE NORTH ON TRACK ROAD 1.1 MILES TO A DIM SIDE ROAD ON THE
 JJ0923'LEFT.  TURN LEFT AND GO WEST 1.0 MILE TO A WIRE GATE AND THE
 JJ0923'AZIMUTH MARK AT THE SOUTHEAST CORNER OF A FIELD.  PASS THROUGH
 JJ0923'GATE AND GO NORTHWEST ON TRACK ROAD 0.7 MILE TO SOUTH END OF
 JJ0923'BENCH.  GO NORTH ON TRACK ROAD, ALONG WEST SIDE OF BENCH,
 JJ0923'0.2 MILE TO NORTH END OF BENCH.  TURN RIGHT ONTO TOP OF
 JJ0923'BENCH AND GO SOUTH 0.2 MILE ALONG TOP OF BENCH TO ITS SOUTH END
 JJ0923'AND THE STATION.
 JJ0923'
 JJ0923'THE STATION MARK IS A STANDARD DISK STAMPED CHALKY 1954, SET
 JJ0923'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 JJ0923'4 INCHES.  IT IS 129 FEET NORTH OF THE SOUTH END OF THE BENCH,
 JJ0923'24 FEET EAST OF THE WEST EDGE OF THE BENCH, 9 FEET SOUTH OF
 JJ0923'A WITNESS POST, AND 3 FEET NORTH OF A 3-FOOT CAIRN.
 JJ0923'
 JJ0923'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CHALKY NO 1
 JJ0923'1954, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT
 JJ0923'PROJECTS 1 INCH.  IT IS 12 FEET NORTHWEST OF THE HEAD OF A SMALL
 JJ0923'RAVINE AND ABOUT 10 INCHES LOWER THAN THE STATION.
 JJ0923'
 JJ0923'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CHALKY NO 2
 JJ0923'1954, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT
 JJ0923'PROJECTS 3 INCHES.  IT IS 27 FEET EAST OF THE WEST EDGE OF THE
 JJ0923'BENCH, 15 FEET NORTH OF THE WITNESS POST, AND AT THE SAME
 JJ0923'ELEVATION AS THE STATION.
 JJ0923'
 JJ0923'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHALKY 1954, SET
 JJ0923'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 JJ0923'3 INCHES.  IT IS LOCATED IN THE SOUTHEAST CORNER OF A FIELD, 72
 JJ0923'FEET WEST OF THE FENCE CORNER AND 1 FOOT NORTH OF THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0507 ***********************************************************************
 HL0507  DESIGNATION -  CHAMA
 HL0507  PID         -  HL0507
 HL0507  STATE/COUNTY-  CO/ARCHULETA
 HL0507  USGS QUAD   -  CHAMA PEAK (1984)
 HL0507
 HL0507                         *CURRENT SURVEY CONTROL
 HL0507  ___________________________________________________________________
 HL0507* NAD 83(1992)-  37 02 25.17857(N)    106 37 44.37794(W)     ADJUSTED  
 HL0507* NAVD 88     -      3665.7    (meters)   12027.     (feet)  VERTCON   
 HL0507  ___________________________________________________________________
 HL0507  LAPLACE CORR-           8.94  (seconds)                    DEFLEC99
 HL0507  GEOID HEIGHT-         -16.34  (meters)                     GEOID03
 HL0507
 HL0507  HORZ ORDER  -  FIRST
 HL0507
 HL0507.The horizontal coordinates were established by classical geodetic methods
 HL0507.and adjusted by the National Geodetic Survey in December 1993..
 HL0507
 HL0507.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0507
 HL0507.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0507
 HL0507.The geoid height was determined by GEOID03.
 HL0507
 HL0507;                    North         East     Units Scale Factor Converg.
 HL0507;SPC CO S     -   346,878.400   813,959.658   MT  1.00004063   -0 41 33.0
 HL0507;SPC CO S     - 1,138,050.22  2,670,465.98   sFT  1.00004063   -0 41 33.0
 HL0507;SPC NM C     -   670,012.270   466,286.250   MT  0.99991400   -0 13 41.9
 HL0507;SPC NM C     - 2,198,198.59  1,529,807.47   sFT  0.99991400   -0 13 41.9
 HL0507;UTM  13      - 4,100,586.775   355,129.709   MT  0.99985855   -0 58 53.2
 HL0507
 HL0507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0507!SPC CO S     -   0.99942763  x   1.00004063  =   0.99946823
 HL0507!SPC NM C     -   0.99942763  x   0.99991400  =   0.99934167
 HL0507!UTM  13      -   0.99942763  x   0.99985855  =   0.99928626
 HL0507
 HL0507|---------------------------------------------------------------------|
 HL0507| PID    Reference Object                     Distance      Geod. Az  |
 HL0507|                                                           dddmmss.s |
 HL0507| CM6255 CHAMA RM 1                            8.244 METERS 01754     |
 HL0507| CM6254 CHAMA AZ MK                                        1700033.6 |
 HL0507| CM6256 CHAMA RM 2                            4.933 METERS 29518     |
 HL0507|---------------------------------------------------------------------|
 HL0507
 HL0507                          SUPERSEDED SURVEY CONTROL
 HL0507
 HL0507  NAD 83(1992)-  37 02 25.17875(N)    106 37 44.37983(W) AD(       ) 1
 HL0507  NAD 83(1986)-  37 02 25.17883(N)    106 37 44.38301(W) AD(       ) 1
 HL0507  NAD 27      -  37 02 25.13940(N)    106 37 42.25760(W) AD(       ) 1
 HL0507  NGVD 29 (07/19/86) 3664.1    (m)        12021.     (f) VERT ANG       
 HL0507
 HL0507.Superseded values are not recommended for survey control.
 HL0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0507.See file dsdata.txt to determine how the superseded data were derived.
 HL0507
 HL0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB5513000587(NAD 83)
 HL0507_MARKER: DD = SURVEY DISK
 HL0507_SETTING: 66 = SET IN ROCK OUTCROP
 HL0507
 HL0507  HISTORY     - Date     Condition        Report By
 HL0507  HISTORY     - 1936     MONUMENTED       USGS
 HL0507  HISTORY     - 1954     GOOD             USGS
 HL0507  HISTORY     - 1954     GOOD             USGS
 HL0507  HISTORY     - 1961     GOOD             CGS
 HL0507
 HL0507                          STATION DESCRIPTION
 HL0507
 HL0507'DESCRIBED BY US GEOLOGICAL SURVEY 1936 (JDT)
 HL0507'STATION IS LOCATED ABOUT 3-1/2 MILES N OF THE COLORADO-NEW
 HL0507'MEXICO LINE.  ABOUT 12 MILES BY ROAD AND TRAIL N OF CHAMA,
 HL0507'NEW MEXICO.  THE STATION IS LOCATED ON THE HIGHEST OF TWO
 HL0507'PROMINENT PEAKS RISING TO THE N OF CUMBRES PASS.  THE STATION
 HL0507'PEAK IS ABOUT 0.4 MILE N OF AND ABOUT 300 FEET HIGHER THAN
 HL0507'THE OTHER PROMINENT PEAK.  IT IS A ROCKY, CONE-SHAPED PEAK,
 HL0507'AND IS THE HIGHEST IN THE VICINITY.
 HL0507'
 HL0507'STATION MARK IS A STANDARD U.S.G.S. DISK SET IN AN OUTCROPPING
 HL0507'ROCK AND IS UNSTAMPED.
 HL0507'
 HL0507'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS WEDGED
 HL0507'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 HL0507'
 HL0507'REFERENCE MARK NO. 1 IS 27.10 FEET N OF THE STATION.
 HL0507'
 HL0507'REFERENCE MARK NO. 2 IS 16.17 FEET W OF THE STATION.
 HL0507'
 HL0507'AZIMUTH MARK IS LOCATED ABOUT 0.3 MILE S OF THE STATION.  ABOUT
 HL0507'0.1 MILE N OF THE PEAK TO THE S.  IT IS SET IN AN OUTCROPPING
 HL0507'ROCK AND IS NOT ON PARTICULARLY PROMINENT GROUND.
 HL0507'
 HL0507'TO REACH STATION FROM CHAMA GO NE ON THE MAIN STREET, HIGHWAY
 HL0507'17, 0.3 MILE FROM KELLYS STORE TO THE PAGOSA SPRINGS ROAD TO
 HL0507'THE LEFT.  FOLLOW THIS ROAD, PAGOSA SPRINGS ROAD, 0.15 MILE.
 HL0507'TURN TO THE RIGHT AND FOLLOW THE MAIN ROAD N 7.2 MILES, CROSSING
 HL0507'THE CHAMITA RIVER AT 1.3 MILES TO A DIM TRUCK ROAD TO THE RIGHT.
 HL0507'TAKE THIS TRUCK ROAD, WHICH FOLLOWS APPROXIMATELY PARALLEL TO
 HL0507'THE MAIN ROAD FOR A SHORT TIME, AND GO 3.0 MILES TO A LARGE
 HL0507'SAWDUST PILE AND LOGGING CAMP.  EXCEPT IN VERY DRY WEATHER
 HL0507'THIS IS AS FAR AS A TRUCK CAN GO, IF, HOWEVER, IT IS VERY
 HL0507'DRY FOLLOW THE TRUCK ROAD ABOUT A MILE FURTHER.  HERE LEAVE
 HL0507'THE TRUCK AND CLIMB AS GRADUALLY AS POSSIBLE TOWARD THE
 HL0507'STATION PEAK WHICH IS EASILY RECOGNIZED, AND ABOUT TWO
 HL0507'MILES DISTANT.  THE OBSERVING PARTY THAT VISITED THIS
 HL0507'STATION USED THREE HORSES IN PACKING TO THE SADDLE
 HL0507'BETWEEN THE TWO HIGH PEAKS.  IT TOOK 4 HOURS AND 20 MINUTES
 HL0507'TO REACH THIS POINT AND 40 MINUTES TO GO THE REST OF THE WAY BY
 HL0507'MAN PACK.  A GUIDE WAS USED BY THIS PARTY AND IT IS
 HL0507'ADVISABLE THAT OTHERS USE A GUIDE IF POSSIBLE.
 HL0507
 HL0507                          STATION RECOVERY (1954)
 HL0507
 HL0507'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (JTD)
 HL0507'NEW TO REACH DESCRIPTION AS FOLLOWS
 HL0507'
 HL0507'TO REACH THE STATION FROM THE POST OFFICE IN CHAMA, NEW MEXICO,
 HL0507'GO N. FOR 0.3 MI. TO RD. FORK, THENCE LEFT FOR 0.1 MI. TO FORK,
 HL0507'THENCE RIGHT FOR 8.6 MI.  TURN RIGHT ON TRACK RD. THRU GATE (SEE
 HL0507'SARGENT, IN CHAMA, FOR KEY TO GATE AND PERMISSION TO ENTER) FOR 0.7
 HL0507'MI. TO GATE, CONTINUE ON FOR 1.6 MI. TO ANOTHER GATE, CONTINUE ON
 HL0507'FOR 0.25 MI. TO RD. FORK, THENCE RIGHT FOR 0.5 MI. TO RD. FORK,
 HL0507'THENCE RIGHT 0.1 MI. TO END OF RD.  DRIVE E. BY SPRING, THEN NE.
 HL0507'UP DRAIN AND THEN UP RIDGE FOR 0.6 MI. TO END OF TRUCK TRAVEL.
 HL0507'PACK N. UP VERY STEEP RIDGE, THEN W. ALONG A MORE GRADUAL RIDGE
 HL0507'TO E. SIDE OF PEAK, THEN ACROSS BOULDER FIELD N. OF PEAK TO A
 HL0507'SADDLE BETWEEN THE TWO PEAKS, THEN N. UP PEAK TO STATION,
 HL0507'APPROXIMATELY A 2 HOUR PACK.
 HL0507'
 HL0507'STATION MARK--STANDARD USGS TABLET, CEMENTED IN A DRILL HOLE IN
 HL0507'18 X 24 IN. BOULDER, NOT STAMPED.
 HL0507'
 HL0507'REFERENCE MARKS--NONE.
 HL0507
 HL0507                          STATION RECOVERY (1954)
 HL0507
 HL0507'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (JTD)
 HL0507'NEW TO REACH DESCRIPTION AS FOLLOWS
 HL0507'
 HL0507'TO REACH THE STATION FROM THE POST OFFICE IN CHAMA, NEW MEXICO,
 HL0507'GO N. FOR 0.3 MI. TO RD. FORK, THENCE LEFT FOR 0.1 MI. TO FORK,
 HL0507'THENCE RIGHT FOR 8.6 MI.  TURN RIGHT ON TRACK RD.THRU GATE (SEE
 HL0507'SARGENT IN CHAMA, FOR KEY TO GATE AND PERMISSION TO ENTER) FOR
 HL0507'0.7 MI. TO GATE, CONTINUE ON FOR 1.6 MI. TO ANOTHER GATE, CONTINUE
 HL0507'ON FOR 0.25 MI. TO RD. FORK, THENCE RIGHT FOR 0.5 MI. TO RD. FORK,
 HL0507'THENCE RIGHT 0.1 MI. TO END OF RD.  DRIVE E. BY SPRING, THEN NE. UP
 HL0507'DRAIN AND THEN UP RIDGE FOR 0.6 MI. TO END OF TRUCK TRAVEL.  PACK
 HL0507'N. UP VERY STEEP RIDGE, THEN W. ALONG A MORE GRADUAL RIDGE TO E.
 HL0507'SIDE OF PEAK, THEN ACROSS BOULDER FIELD N. OF PEAK TO A SADDLE
 HL0507'BETWEEN THE TWO PEAKS, THEN N. UP PEAK TO STATION, APPROXIMATELY
 HL0507'A 2 HOUR PACK.
 HL0507'
 HL0507'STATION MARK--STANDARD USGS TABLET, CEMENTED IN A DRILL HOLE IN
 HL0507'18 X 24 IN. BOULDER, NOT STAMPED.
 HL0507'
 HL0507'REFERENCE MARKS--NONE.
 HL0507
 HL0507                          STATION RECOVERY (1961)
 HL0507
 HL0507'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HL0507'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 HL0507'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD
 HL0507'CONDITION.  THE DISTANCE AND DIRECTION TO REFERENCE MARK NO.
 HL0507'2 WAS VERIFIED.  THE DIRECTION TO REFERENCE MARK NO. 1 MISSED
 HL0507'THE 1936 DIRECTION BY 3 MINUTES 3.3 SECONDS.  THE DISTANCE
 HL0507'TO REFERENCE MARK NO. 1 WAS FOUND TO BE .04 FOOT SHORTER THAN
 HL0507'THE 1936 MEASUREMENT.  THE DIRECTION TO THE AZIMUTH MARK
 HL0507'MISSED THE 1936 DIRECTION BY 16.4 SECONDS.
 HL0507'
 HL0507'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HL0507'
 HL0507'THE STATION IS APPROXIMATELY 12 MILES NORTH OF CHAMA, NEW
 HL0507'MEXICO, 3-1/2 MILES NORTH OF THE NEW MEXICO-COLORADO STATE
 HL0507'LINE, ON THE NORTH ONE OF TWO PEAKS AND ON THE HIGHEST POINT
 HL0507'IN THE VICINITY.
 HL0507'
 HL0507'TO REACH THE STATION FROM THE POST OFFICE IN CHAMA, NEW
 HL0507'MEXICO, GO NORTH ON STATE HIGHWAY 17 FOR 0.45 MILE TO A SIDE
 HL0507'ROAD ON THE LEFT.  TURN LEFT, WEST, FOR 0.1 MILE TO A T-ROAD.
 HL0507'TURN RIGHT, NORTH, FOR 4.8 MILES TO A SIDE ROAD ON THE RIGHT.
 HL0507'CONTINUE STRAIGHT AHEAD ON THE MAIN TRAVELED ROAD FOR 3.4
 HL0507'MILES TO A SIDE ROAD AND A GATE ON THE RIGHT.  TURN RIGHT,
 HL0507'NORTH, PASSING THROUGH THE GATE AND GO 2.4 MILES TO A GATE.
 HL0507'PASS THROUGH THE GATE AND CONTINUE ON THE MAIN BLADED LOGGING
 HL0507'ROAD FOR 0.8 MILE TO A ROAD FORK.  BEAR RIGHT, NORTH, ON THE
 HL0507'MAIN LOGGING ROAD FOR 0.3 MILE TO A GATE.  PASS THROUGH THE
 HL0507'GATE AND CONTINUE NORTHERLY ON THE MAIN LOGGING ROAD FOR
 HL0507'0.3 MILE TO A ROAD FORK.  BEAR RIGHT AND CONTINUE NORTHERLY
 HL0507'ON THE MAIN LOGGING ROAD FOR 0.9 MILE TO A ROAD FORK.
 HL0507'BEAR RIGHT, NORTHEAST, AND CONTINUE ON THE MAIN LOGGING ROAD
 HL0507'FOR 0.4 MILE TO THE END OF TRUCK TRAVEL.  PACK NORTHERLY UP
 HL0507'THE MOUNTAIN TO THE SOUTH ONE OF TWO PEAKS.  BEAR LEFT
 HL0507'AROUND THE WEST SIDE OF THE PEAK TO A SADDLE BETWEEN THE
 HL0507'NORTH AND SOUTH PEAKS, AND THE AZIMUTH MARK IN A LARGE
 HL0507'BOULDER ON THE WEST SLOPE OF THE SADDLE.  CONTINUE NORTH UP
 HL0507'THE NORTH ONE OF THE TWO PEAKS TO THE TOP AND THE STATION.
 HL0507'ABOUT A 3-HOUR PACK.
 HL0507'
 HL0507'STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK, NO
 HL0507'STAMPING ON THE MARK, CEMENTED IN A DRILL HOLE IN 18 BY 24
 HL0507'INCH BOULDER.
 HL0507'
 HL0507'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CHAMA NO 1 1936,
 HL0507'IS CEMENTED IN A DRILL HOLE IN A 2 BY 4 FOOT BOULDER.  IT IS
 HL0507'APPROXIMATELY 6 FOOT LOWER IN ELEVATION THAN THE STATION AND
 HL0507'ON THE NORTH SLOPE OF THE PEAK.
 HL0507'
 HL0507'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CHAMA NO 2 1936,
 HL0507'IS CEMENTED IN A DRILL HOLE IN A 3 BY 5 FOOT BOULDER.  IT IS
 HL0507'APPROXIMATELY 2 FOOT LOWER IN ELEVATION THAN THE STATION AND
 HL0507'ON THE WEST SLOPE OF THE PEAK.
 HL0507'
 HL0507'AZIMUTH MARK, A STANDARD DISK STAMPED CHAMA 1936, IS CEMENTED
 HL0507'IN A DRILL HOLE IN A 15 BY 15 FOOT BOULDER.  IT IS ON THE
 HL0507'WEST SLOPE TO THE SADDLE BETWEEN THE NORTH AND SOUTH PEAKS.
 HL0507'
 HL0507'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0575 ***********************************************************************
 HM0575  CBN         -  This is a Cooperative Base Network Control Station.
 HM0575  DESIGNATION -  CHAMBERLAIN
 HM0575  PID         -  HM0575
 HM0575  STATE/COUNTY-  CO/DOLORES
 HM0575  USGS QUAD   -  CAHONE (1994)
 HM0575
 HM0575                         *CURRENT SURVEY CONTROL
 HM0575  ___________________________________________________________________
 HM0575* NAD 83(1992)-  37 43 05.77870(N)    108 51 11.02968(W)     ADJUSTED  
 HM0575* NAVD 88     -      2024.2    (meters)    6641.     (feet)  GPS OBS   
 HM0575  ___________________________________________________________________
 HM0575  X           -  -1,632,904.668 (meters)                     COMP
 HM0575  Y           -  -4,782,103.874 (meters)                     COMP
 HM0575  Z           -   3,881,982.164 (meters)                     COMP
 HM0575  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 HM0575  ELLIP HEIGHT-        2004.95  (meters)          (09/24/02) GPS OBS
 HM0575  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 HM0575
 HM0575  HORZ ORDER  -  B
 HM0575  ELLP ORDER  -  THIRD     CLASS I
 HM0575
 HM0575.The horizontal coordinates were established by GPS observations
 HM0575.and adjusted by the National Geodetic Survey in May 1992..
 HM0575
 HM0575.The orthometric height was determined by GPS observations and a
 HM0575.high-resolution geoid model.
 HM0575
 HM0575.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HM0575
 HM0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 HM0575
 HM0575.The ellipsoidal height was determined by GPS observations
 HM0575.and is referenced to NAD 83.
 HM0575
 HM0575.The geoid height was determined by GEOID03.
 HM0575
 HM0575;                    North         East     Units Scale Factor Converg.
 HM0575;SPC CO S     -   426,816.745   618,849.901   MT  0.99994743   -2 03 24.1
 HM0575;SPC CO S     - 1,400,314.60  2,030,343.38   sFT  0.99994743   -2 03 24.1
 HM0575;UTM  12      - 4,176,726.929   689,225.331   MT  1.00004105   +1 18 49.8
 HM0575
 HM0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0575!SPC CO S     -   0.99968548  x   0.99994743  =   0.99963293
 HM0575!UTM  12      -   0.99968548  x   1.00004105  =   0.99972652
 HM0575
 HM0575                          SUPERSEDED SURVEY CONTROL
 HM0575
 HM0575  NAD 83(1986)-  37 43 05.77488(N)    108 51 11.02891(W) AD(       ) 3
 HM0575  ELLIP H (05/26/92) 2005.05   (m)                       GP(       ) 4 1
 HM0575  NGVD 29 (06/11/92) 2023.1    (m)         6637.     (f) GPS OBS        
 HM0575
 HM0575.Superseded values are not recommended for survey control.
 HM0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0575.See file dsdata.txt to determine how the superseded data were derived.
 HM0575
 HM0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG8922576727(NAD 83)
 HM0575_MARKER: DH = HORIZONTAL CONTROL DISK
 HM0575_SETTING: 66 = SET IN ROCK OUTCROP
 HM0575_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 HM0575_STAMPING: CHAMBERLAIN 1991
 HM0575_MARK LOGO: NGS   
 HM0575_MAGNETIC: N = NO MAGNETIC MATERIAL
 HM0575_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0575+STABILITY: POSITION/ELEVATION WELL
 HM0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HM0575+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2001
 HM0575
 HM0575  HISTORY     - Date     Condition        Report By
 HM0575  HISTORY     - 1991     MONUMENTED       NGS
 HM0575  HISTORY     - 19950828 GOOD             NGS
 HM0575  HISTORY     - 20010724 GOOD             BOR
 HM0575
 HM0575                          STATION DESCRIPTION
 HM0575
 HM0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 HM0575'STATION IS LOCATED ABOUT 6.5 KM (4.0 MI) SOUTHEAST OF DOVE CREEK, 7.5
 HM0575'KM (4.7 MI) NORTHWEST OF CAHONE, ON THE EAST SIDE OF CROSS CANYON, ON
 HM0575'THE SOUTHWEST SLOPE OF A HILL, ALONG US HIGHWAY 666, ON THE
 HM0575'RIGHT-OF-WAY, AT MILE 56.85, AT THE BOTTOM OF HIGHWAY GRADE, IN THE
 HM0575'CENTER OF SECTION 21, T 40 N, R 18 W.  OWNERSHIP--STATE DEPARTMENT OF
 HM0575'TRANSPORTATION.
 HM0575'TO REACH FROM THE CAHONE POST OFFICE AN THE NORTHWEST SIDE OF TOWN, GO
 HM0575'NORTHWEST ON HIGHWAY 666 FOR 4.35 MI (7.00 KM) TO ROAD M, A GRAVEL
 HM0575'ROAD RIGHT AT TOP OF HILL.  CONTINUE AHEAD FOR 0.65 MI (1.05 KM) TO
 HM0575'THE STATION ON THE RIGHT JUST BEFORE REACHING BOTTOM OF GRADE.
 HM0575'STATION MARK IS SET IN A DRILL HOLE IN A 4 M (13.1 FT) X 5 M
 HM0575'(16.4 FT) FLAT SANDSTONE OUTCROP SLOPING TO THE WEST AND PROJECTING
 HM0575'0.5 M (1.6 FT) ON SIDE FACING THE HIGHWAY.  IT IS 17.2 M (56.4 FT)
 HM0575'NORTHEAST OF, AND 0.5 M (1.6 FT) HIGHER THAN THE HIGHWAY CENTER, 8.8 M
 HM0575'(28.9 FT) SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 3.0 M (9.8 FT)
 HM0575'SOUTHEAST OF THE NORTHWEST END OF THE OUTCROP, 1.4 M (4.6 FT) WEST OF
 HM0575'A FIBERGLASS WITNESS POST AND 1.4 M (4.6 FT) SOUTHWEST OF A
 HM0575'FIBERGLASS WITNESS POST.
 HM0575'DESCRIBED BY G.R.HEID
 HM0575
 HM0575                          STATION RECOVERY (1995)
 HM0575
 HM0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 HM0575'RECOVERED AS DESCRIBED.
 HM0575
 HM0575                          STATION RECOVERY (2001)
 HM0575
 HM0575'RECOVERY NOTE BY US BUREAU OF RECLAMATION 2001 (BWI)
 HM0575'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1531 ***********************************************************************
 KK1531  DESIGNATION -  CHAMBERS
 KK1531  PID         -  KK1531
 KK1531  STATE/COUNTY-  CO/ADAMS
 KK1531  USGS QUAD   -  MONTBELLO (1994)
 KK1531
 KK1531                         *CURRENT SURVEY CONTROL
 KK1531  ___________________________________________________________________
 KK1531* NAD 83(1992)-  39 48 07.05737(N)    104 49 00.10239(W)     ADJUSTED  
 KK1531* NAVD 88     -      1620.634  (meters)    5317.03   (feet)  ADJUSTED  
 KK1531  ___________________________________________________________________
 KK1531  X           -  -1,255,121.684 (meters)                     COMP
 KK1531  Y           -  -4,744,846.346 (meters)                     COMP
 KK1531  Z           -   4,062,142.838 (meters)                     COMP
 KK1531  LAPLACE CORR-          -4.62  (seconds)                    DEFLEC99
 KK1531  ELLIP HEIGHT-        1602.97  (meters)          (12/03/02) GPS OBS
 KK1531  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 KK1531  DYNAMIC HT  -        1619.107 (meters)    5312.02  (feet)  COMP
 KK1531  MODELED GRAV-     979,627.6   (mgal)                       NAVD 88
 KK1531
 KK1531  HORZ ORDER  -  FIRST
 KK1531  VERT ORDER  -  FIRST     CLASS II
 KK1531  ELLP ORDER  -  FOURTH    CLASS II
 KK1531
 KK1531.The horizontal coordinates were established by GPS observations
 KK1531.and adjusted by the National Geodetic Survey in May 1996..
 KK1531
 KK1531.The orthometric height was determined by differential leveling
 KK1531.and adjusted by the National Geodetic Survey in June 1991..
 KK1531
 KK1531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK1531
 KK1531.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1531
 KK1531.The ellipsoidal height was determined by GPS observations
 KK1531.and is referenced to NAD 83.
 KK1531
 KK1531.The geoid height was determined by GEOID03.
 KK1531
 KK1531.The dynamic height is computed by dividing the NAVD 88
 KK1531.geopotential number by the normal gravity value computed on the
 KK1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1531.degrees latitude (g = 980.6199 gals.).
 KK1531
 KK1531.The modeled gravity was interpolated from observed gravity values.
 KK1531
 KK1531;                    North         East     Units Scale Factor Converg.
 KK1531;SPC CO N     -   357,057.582   972,918.764   MT  0.99998733   +0 26 29.4
 KK1531;SPC CO N     - 1,171,446.42  3,191,984.31   sFT  0.99998733   +0 26 29.4
 KK1531;UTM  13      - 4,405,793.203   515,691.963   MT  0.99960303   +0 07 02.4
 KK1531
 KK1531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1531!SPC CO N     -   0.99974859  x   0.99998733  =   0.99973592
 KK1531!UTM  13      -   0.99974859  x   0.99960303  =   0.99935172
 KK1531
 KK1531|---------------------------------------------------------------------|
 KK1531| PID    Reference Object                     Distance      Geod. Az  |
 KK1531|                                                           dddmmss.s |
 KK1531| CP6787 CHAMBERS RM 1                         9.740 METERS 03639     |
 KK1531| CP6788 CHAMBERS RM 2                         7.910 METERS 29421     |
 KK1531| KK1733 DENVER ROCKY MTN ARSENAL SW TK      APPROX. 3.2 KM 3193040.2 |
 KK1531| KK1528 CHAMBERS AZ MK                      APPROX. 1.5 KM 3195907.4 |
 KK1531|---------------------------------------------------------------------|
 KK1531
 KK1531                          SUPERSEDED SURVEY CONTROL
 KK1531
 KK1531  ELLIP H (05/15/96) 1603.02   (m)                       GP(       ) 3 1
 KK1531  NAD 83(1992)-  39 48 07.05645(N)    104 49 00.10441(W) AD(       ) 1
 KK1531  NAD 83(1986)-  39 48 07.05026(N)    104 49 00.10309(W) AD(       ) 1
 KK1531  NAD 27      -  39 48 07.09540(N)    104 48 58.19901(W) AD(       ) 1
 KK1531  NAVD 88 (05/15/96) 1620.63   (m)         5317.0    (f) LEVELING    3  
 KK1531  NGVD 29 (??/??/??) 1619.744  (m)         5314.11   (f) ADJUSTED    1 2
 KK1531
 KK1531.Superseded values are not recommended for survey control.
 KK1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1531.See file dsdata.txt to determine how the superseded data were derived.
 KK1531
 KK1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE1569205793(NAD 83)
 KK1531_MARKER: DS = TRIANGULATION STATION DISK
 KK1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1531_SP_SET: CONCRETE POST
 KK1531_STAMPING: CHAMBERS 1968
 KK1531_MARK LOGO: CGS   
 KK1531_PROJECTION: PROJECTING 5 CENTIMETERS
 KK1531_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1531+STABILITY: SURFACE MOTION
 KK1531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1531+SATELLITE: SATELLITE OBSERVATIONS - December 01, 1995
 KK1531
 KK1531  HISTORY     - Date     Condition        Report By
 KK1531  HISTORY     - 1968     MONUMENTED       CGS
 KK1531  HISTORY     - 1970     SEE DESCRIPTION  NGS
 KK1531  HISTORY     - 1979     GOOD             NGS
 KK1531  HISTORY     - 1984     GOOD             NGS
 KK1531  HISTORY     - 19951201 GOOD             CHANCE
 KK1531
 KK1531                          STATION DESCRIPTION
 KK1531
 KK1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (GRK)
 KK1531'THE STATION IS LOCATED NEAR THE SOUTH BOUNDARY OF THE
 KK1531'U.S. GOVERNMENT, ROCKY MOUNTAIN ARSENAL, ABOUT 2-1/2 MILES EAST
 KK1531'OF THE SOUTH GATE INTO THE ARSENAL, 6 MILES SOUTHEAST OF COMMERCE
 KK1531'CITY, AND 8 MILES NORTHEAST OF AURORA.
 KK1531'
 KK1531'TO REACH THE STATION FROM THE SOUTH GATE INTO THE ROCKY MOUNTAIN
 KK1531'ARSENAL (INTERSECTION HAVANA STREET AND EAST 58TH AVENUE), GO
 KK1531'NORTH ON C STREET FOR 1.0 MILE TO 6TH AVENUE.  TURN RIGHT AND GO
 KK1531'EAST ON 6TH AVENUE FOR 2.0 MILES TO E STREET.  (AZIMUTH MARK IS
 KK1531'79 FEET SOUTH OF INTERSECTION).  TURN RIGHT AND GO SOUTH ON E
 KK1531'STREET FOR 0.05 MILE TO JUST BEFORE CROSSING AN IRRIGATION DITCH
 KK1531'BRIDGE AND A SIDE ROAD LEFT.  TURN LEFT AND GO EASTERLY,
 KK1531'SOUTHERLY, AND EASTERLY ALONG THE IRRIGATION DITCH FOR 1.1 MILE TO
 KK1531'THE STATION ON THE LEFT, NORTH SIDE OF THE ROAD.
 KK1531'
 KK1531'THE STATION MARK IS A STANDARD DISK STAMPED, CHAMBERS 1968, IS
 KK1531'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 KK1531'4 INCHES.  IT IS 25 FEET NORTH OF THE APPROXIMATE CENTERLINE OF A
 KK1531'GRADED ROAD.
 KK1531'
 KK1531'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, CHAMBERS NO 1 1968,
 KK1531'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 KK1531'4 INCHES.
 KK1531'
 KK1531'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, CHAMBERS NO 2 1968,
 KK1531'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH PROJECTS
 KK1531'4 INCHES.
 KK1531'
 KK1531'AZIMUTH MARK IS A STANDARD DISK STAMPED, CHAMBERS 1968, SET IN
 KK1531'THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 2
 KK1531'INCHES.  IT IS 29 FEET WEST OF THE APPROXIMATE CENTER LINE OF A
 KK1531'GRADED ROAD, 2.9 FEET NORTH OF A METAL WITNESS POST WITH SIGN
 KK1531'ATTACHED, AND 79 FEET SOUTHWEST OF APPROXIMATE CENTER OF
 KK1531'INTERSECTION OF E STREET AND 6TH AVENUE.
 KK1531
 KK1531                          STATION RECOVERY (1970)
 KK1531
 KK1531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KK1531'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS
 KK1531'WERE FOUND TO BE IN GOOD CONDITION.  ALL MEASUREMENTS AND
 KK1531'DIRECTIONS WERE CONFIRMED.  THE 1968 DESCRIPTION IS ENTIRELY
 KK1531'ADEQUATE.
 KK1531'
 KK1531'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KK1531'6 MILES SOUTHEAST OF COMMERCE.
 KK1531
 KK1531                          STATION RECOVERY (1979)
 KK1531
 KK1531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 KK1531'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE AND
 KK1531'DIRECTION TO REFERENCE MARKS CHECKED FAVORABLY, LOCATION OF AND ROUTE
 KK1531'TO STATION CHECKED ADEQUATELY.
 KK1531'
 KK1531'STATION IS A STANDARD STATION MARK DISK, STAMPED---CHAMBERS 1968---
 KK1531'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND, 27
 KK1531'FEET NORTH OF THE APPROXIMATE CENTER OF A SAND ROAD.
 KK1531'
 KK1531'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED---CHAMBERS
 KK1531'NO 1 1968--- SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING
 KK1531'2 INCHES.
 KK1531'
 KK1531'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED---CHAMBERS
 KK1531'NO 2 1968--- SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING
 KK1531'3 INCHES.
 KK1531'
 KK1531'AZIMUTH MARK IS A STANDARD DISK, STAMPED---CHAMBERS 1968--- SET IN
 KK1531'THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 2 INCHES, 78 FEET
 KK1531'SOUTH-SOUTHWEST OF 6TH AVENUE AND E STREET INTERSECTION, 28 FEET WEST
 KK1531'OF THE APPROXIMATE CENTER OF A GRADED ROAD, 2.8 FEET NORTH OF A METAL
 KK1531'WITNESS POST WITH METAL SIGN ATTACHED.
 KK1531
 KK1531                          STATION RECOVERY (1984)
 KK1531
 KK1531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK1531'11.9 KM (7.4 MI) EAST FROM COMMERCE CITY.
 KK1531'8.1 KM (5.05 MI) EAST ALONG A PAVED ROAD (7TH AVENUE) FROM ITS
 KK1531'JUNCTION WITH EAST 72ND AVENUE AND QUEBEC STREET IN COMMERCE CITY,
 KK1531'THENCE 3.1 KM (1.9 MI) SOUTH ALONG F STREET, THENCE 0.7 KM (0.45 MI)
 KK1531'NORTHWEST ALONG A TRACK ROAD, ON PROPERTY OF THE ROCKY MOUNTAIN
 KK1531'ARSENAL, 9.8 METERS (32.2 FT) SOUTH-SOUTHWEST OF REFERENCE MARK NO 1,
 KK1531'9.0 METERS (29.5 FT) NORTH OF THE CENTER OF A TRACK ROAD ALONG THE
 KK1531'NORTH EDGE OF A DRAINAGE DITCH, AND 8.0 METERS (26.2 FT) EAST OF
 KK1531'REFERENCE MARK NO 2.
 KK1531'THE MARK IS 0.8 METERS  NW FROM A WITNESS POST.
 KK1531
 KK1531                          STATION RECOVERY (1995)
 KK1531
 KK1531'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (FND)
 KK1531'STATION AND REFERENCE MARKS NO.A1 AND NO. 2 WERE RECOVERED IN GOOD
 KK1531'CONDITION AS DESCRIBED.  A NEW DESCRIPTION FOLLOWS$THE STATION IS
 KK1531'LOCATED ON THE U.S.  ARMY ROCKY MOUNTAIN ARSENAL, IN THE SOUTHEAST
 KK1531'PART OF THE RESERVATION, 6 MI (9.7 KM) EAST OF COMMERCE CITY, 4 MI
 KK1531'(6.4 KM) NORTH-NORTHEAST OF FITZSIMONS ARMY HOSPITAL, 8 MI (12.9 KM)
 KK1531'WEST-SOUTHWEST OF THE TERMINAL AT DENVER INTERNATIONAL AIRPORT, IN THE
 KK1531'SOUTHEAST 1/4 OF SECTION 7, T 3 S, R 66 W, 6TH P.M. OWNERSHIP--U.S.
 KK1531'GOVERNMENT, UNDER JURISDICTION OF U.S.  FISH AND WILDLIFE SERVICE,
 KK1531'ROCKY MOUNTAIN ARSENAL NATIONAL WILDLIFE AREA, BUILDING 613, COMMERCE
 KK1531'CITY, CO, 80022-1748.  CONTACT MR.  RICH GROSZ, MR.  CASEY MCCUTCHEON,
 KK1531'OR MR.  DAVID JAMIEL, ONE DAY IN ADVANCE OF VISIT, TELEPHONE
 KK1531'303-289-0232$TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 KK1531'HIGHWAY 85 AND STATE HIGHWAY 224 (E.  74TH AVENUE) , GO SOUTH ALONG
 KK1531'HIGHWAY 85 FOR 0.25 MI (0.40 KM) TO THE INTERSECTION WITH E.  72ND
 KK1531'AVENUE.  TURN LEFT AND GO EAST ALONG E.  72ND AVENUE FOR 1.3 MI (2.1
 KK1531'KM) TO THE INTERSECTION WITH QUEBEC STREET.  CONTINUE AHEAD AND GO
 KK1531'EAST ALONG 7TH AVENUE, (THE EXTENSION OF E.  72ND AVENUE) FOR 0.1 MI
 KK1531'(0.2 KM) TO THE GUARD SHACK AT THE FRONT GATE OF THE ROCKY MOUNTAIN
 KK1531'ARSENAL. STOP AND TELL THE GUARD YOUR DESTINATION IS U.S.  FISH AND
 KK1531'WILDLIFE SERVICE AT BUILDING 612.  CONTINUE AHEAD AND GO EAST ALONG
 KK1531'7TH AVENUE FOR 0.9 MI (1.4 KM) TO THE INTERSECTION WITH B STREET.
 KK1531'TURN RIGHT AND GO SOUTH ALONG B STREET FOR 0.7 MI (1.1 KM) TO BUILDING
 KK1531'612 (WHITE WOOD SIDING) ON THE RIGHT.  CHECK IN TO OBTAIN PERMIT AT
 KK1531'BUILDING 612.  CONTINUE SOUTH ALONG B STREET FOR 0.3 MI (0.5 KM) TO
 KK1531'THE INTERSECTION WITH 6TH AVENUE.  TURN LEFT AND GO EAST ALONG 6TH
 KK1531'AVENUE FOR 4.0 MI (6.4 KM) TO THE INTERSECTION WITH F STREET.  TURN
 KK1531'RIGHT AND GO SOUTH ALONG F STREET FOR 0.95 MI (1.53 KM) TO THE
 KK1531'INTERSECTION WITH A DIRT ROAD ALONG THE NORTH SIDE OF AN IRRIGATION
 KK1531'DITCH.  TURN RIGHT AND GO NORTHWEST ALONG THE DIRT ROAD AND ALONG THE
 KK1531'IRRIGATION DITCH FOR 0.45 MI (0.72 KM) TO THE STATION ON THE RIGHT.
 KK1531'NOTE--ROUTE MAY DIFFER AS INSTRUCTED BY U.S.  FISH AND WILDLIFE
 KK1531'SERVICE DUE TO MANAGEMENT OF BALD EAGLES$THE STATION MARK IS A
 KK1531'STANDARD CGS TRIANGULATION STATION DISK STAMPED --CHAMBERS 1968-- SET
 KK1531'IN THE TOP OF A 12-INCH ROUND CONCRETE POST FLUSH WITH GROUND LEVEL.
 KK1531'IT IS 27 FT (8.2 M) NORTH-NORTHEAST OF THE CENTERLINE OF THE DIRT
 KK1531'ROAD, 2.4 FT (0.7 M) WEST-NORTHWEST OF A METAL WITNESS POST WITH SIGN,
 KK1531'AND 1.6 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST$DESCRIBED BY F.N.
 KK1531'DREXEL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1528 ***********************************************************************
 KK1528  DESIGNATION -  CHAMBERS AZ MK
 KK1528  PID         -  KK1528
 KK1528  STATE/COUNTY-  CO/ADAMS
 KK1528  USGS QUAD   -  MONTBELLO (1994)
 KK1528
 KK1528                         *CURRENT SURVEY CONTROL
 KK1528  ___________________________________________________________________
 KK1528* NAD 83(1992)-  39 48 45.03846(N)    104 49 41.45118(W)     ADJUSTED  
 KK1528* NAVD 88     -      1609.138  (meters)    5279.31   (feet)  ADJUSTED  
 KK1528  ___________________________________________________________________
 KK1528  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 KK1528  GEOID HEIGHT-         -17.68  (meters)                     GEOID03
 KK1528  DYNAMIC HT  -        1607.627 (meters)    5274.36  (feet)  COMP
 KK1528  MODELED GRAV-     979,630.8   (mgal)                       NAVD 88
 KK1528
 KK1528  HORZ ORDER  -  SECOND
 KK1528  VERT ORDER  -  SECOND    CLASS I
 KK1528
 KK1528.The horizontal coordinates were established by classical geodetic methods
 KK1528.and adjusted by the National Geodetic Survey in January 1993..
 KK1528
 KK1528.The orthometric height was determined by differential leveling
 KK1528.and adjusted by the National Geodetic Survey in July 2006..
 KK1528.No vertical observational check was made to the station.
 KK1528
 KK1528.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1528
 KK1528.The geoid height was determined by GEOID03.
 KK1528
 KK1528.The dynamic height is computed by dividing the NAVD 88
 KK1528.geopotential number by the normal gravity value computed on the
 KK1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1528.degrees latitude (g = 980.6199 gals.).
 KK1528
 KK1528.The modeled gravity was interpolated from observed gravity values.
 KK1528
 KK1528;                    North         East     Units Scale Factor Converg.
 KK1528;SPC CO N     -   358,221.426   971,926.288   MT  0.99998591   +0 26 02.7
 KK1528;SPC CO N     - 1,175,264.80  3,188,728.16   sFT  0.99998591   +0 26 02.7
 KK1528;UTM  13      - 4,406,962.195   514,706.466   MT  0.99960266   +0 06 36.0
 KK1528
 KK1528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1528!SPC CO N     -   0.99975039  x   0.99998591  =   0.99973631
 KK1528!UTM  13      -   0.99975039  x   0.99960266  =   0.99935315
 KK1528
 KK1528                          SUPERSEDED SURVEY CONTROL
 KK1528
 KK1528  NAD 83(1986)-  39 48 45.03229(N)    104 49 41.44987(W) AD(       ) 2
 KK1528  NAD 27      -  39 48 45.07745(N)    104 49 39.54547(W) AD(       ) 2
 KK1528  NAVD 88 (06/15/91) 1609.145  (m)         5279.34   (f) UNKNOWN     1 2
 KK1528  NGVD 29 (??/??/??) 1608.257  (m)         5276.42   (f) ADJUSTED    1 2
 KK1528
 KK1528.Superseded values are not recommended for survey control.
 KK1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1528.See file dsdata.txt to determine how the superseded data were derived.
 KK1528
 KK1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE1470606962(NAD 83)
 KK1528_MARKER: DZ = AZIMUTH MARK DISK
 KK1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1528_SP_SET: CONCRETE POST
 KK1528_STAMPING: CHAMBERS 1968
 KK1528_MARK LOGO: CGS   
 KK1528_PROJECTION: PROJECTING 10 CENTIMETERS
 KK1528_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1528+STABILITY: SURFACE MOTION
 KK1528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1528+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 KK1528
 KK1528  HISTORY     - Date     Condition        Report By
 KK1528  HISTORY     - 1968     MONUMENTED       CGS
 KK1528  HISTORY     - 1984     GOOD             NGS
 KK1528  HISTORY     - 20051026 GOOD             WOOLPT
 KK1528
 KK1528                          STATION DESCRIPTION
 KK1528
 KK1528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1528'8.0 KM (5.0 MI) EAST FROM COMMERCE CITY.
 KK1528'6.4 KM (4.0 MI) EAST ALONG A PAVED ROAD (7TH AVENUE) FROM ITS JUNCTION
 KK1528'WITH EAST 72ND AVENUE AND QUEBEC STREET IN COMMERCE CITY, THENCE
 KK1528'1.6 KM (1.0 MI) SOUTH ALONG E STREET, ON PROPERTY OF THE ROCKY
 KK1528'MOUNTAIN ARSENAL, 22.8 METERS (74.8 FT) SOUTH OF THE CENTER OF 6TH
 KK1528'AVENUE, AND 9.0 METERS (29.5 FT) WEST OF THE CENTER OF E STREET.
 KK1528'THE MARK IS 0.8 METERS  N FROM A WITNESS POST.
 KK1528
 KK1528                          STATION RECOVERY (2005)
 KK1528
 KK1528'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (CRR)
 KK1528'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0692 ***********************************************************************
 JL0692  DESIGNATION -  CHANCE
 JL0692  PID         -  JL0692
 JL0692  STATE/COUNTY-  CO/GUNNISON
 JL0692  USGS QUAD   -  IRIS (1962)
 JL0692
 JL0692                         *CURRENT SURVEY CONTROL
 JL0692  ___________________________________________________________________
 JL0692* NAD 83(1992)-  38 26 27.68019(N)    106 50 20.48237(W)     ADJUSTED  
 JL0692* NAVD 88     -      2910.6    (meters)    9549.     (feet)  VERTCON   
 JL0692  ___________________________________________________________________
 JL0692  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 JL0692  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 JL0692
 JL0692  HORZ ORDER  -  THIRD
 JL0692
 JL0692.The horizontal coordinates were established by classical geodetic methods
 JL0692.and adjusted by the National Geodetic Survey in January 1993..
 JL0692
 JL0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0692
 JL0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0692
 JL0692.The geoid height was determined by GEOID03.
 JL0692
 JL0692;                    North         East     Units Scale Factor Converg.
 JL0692;SPC CO C     -   373,120.491   797,504.000   MT  1.00000178   -0 50 40.2
 JL0692;SPC CO C     - 1,224,146.14  2,616,477.71   sFT  1.00000178   -0 50 40.2
 JL0692;SPC CO S     -   502,570.193   797,503.813   MT  1.00000141   -0 49 16.8
 JL0692;SPC CO S     - 1,648,849.04  2,616,477.09   sFT  1.00000141   -0 49 16.8
 JL0692;UTM  13      - 4,256,350.855   339,504.121   MT  0.99991723   -1 08 36.9
 JL0692
 JL0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0692!SPC CO C     -   0.99954576  x   1.00000178  =   0.99954754
 JL0692!SPC CO S     -   0.99954576  x   1.00000141  =   0.99954717
 JL0692!UTM  13      -   0.99954576  x   0.99991723  =   0.99946303
 JL0692
 JL0692:                Primary Azimuth Mark                     Grid Az
 JL0692:SPC CO C     -  TENDERFOOT                               328 13 46.9
 JL0692:SPC CO S     -  TENDERFOOT                               328 12 23.5
 JL0692:UTM  13      -  TENDERFOOT                               328 31 43.6
 JL0692
 JL0692|---------------------------------------------------------------------|
 JL0692| PID    Reference Object                     Distance      Geod. Az  |
 JL0692|                                                           dddmmss.s |
 JL0692| JL0718 TENDERFOOT                          APPROX.11.0 KM 3272306.7 |
 JL0692|---------------------------------------------------------------------|
 JL0692
 JL0692                          SUPERSEDED SURVEY CONTROL
 JL0692
 JL0692  NAD 83(1986)-  38 26 27.67914(N)    106 50 20.49152(W) AD(       ) 3
 JL0692  NAD 27      -  38 26 27.70837(N)    106 50 18.34136(W) AD(       ) 3
 JL0692  NGVD 29 (07/19/86) 2909.0    (m)         9544.     (f) VERT ANG       
 JL0692
 JL0692.Superseded values are not recommended for survey control.
 JL0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0692.See file dsdata.txt to determine how the superseded data were derived.
 JL0692
 JL0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC3950456351(NAD 83)
 JL0692_MARKER: DD = SURVEY DISK
 JL0692_SETTING: 66 = SET IN ROCK OUTCROP
 JL0692_SP_SET: SET IN ROCK OUTCROP
 JL0692_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0692+STABILITY: POSITION/ELEVATION WELL
 JL0692
 JL0692  HISTORY     - Date     Condition        Report By
 JL0692  HISTORY     - 1950     MONUMENTED       USGS
 JL0692
 JL0692                          STATION DESCRIPTION
 JL0692
 JL0692'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JL0692'STATION LOCATED ABOUT 8 MI. SE. OF GUNNISON, ON TOP OF N-S. RIDGE
 JL0692'(RIDGE ABOUT 1 MI. SE. IS HIGHER).
 JL0692'
 JL0692'TO REACH FROM GUNNISON COURTHOUSE, GO E. ON U.S. HIGHWAY 50 6 MI.
 JL0692'TO 6-MILE LANE, TURN RIGHT OFF HIGHWAY AND GO S. 1.4 MI. TO RD.
 JL0692'FORK, TAKE LEFT FORK, GO 0.1 MI. AND TAKE RIGHT FORK, CONTINUE 1.0
 JL0692'MI. AND TAKE RIGHT FORK, CONTINUE 3.7 MI. TO RD. FORK AT STOCK
 JL0692'PENS, TURN RIGHT AND GO 0.7 MI. AND TAKE LEFT RD. FORK, GO 0.3 MI.
 JL0692'AND TURN LEFT ON DIM TRAIL, CONTINUE 0.3 MI. TO SADDLE, TURN RIGHT
 JL0692'AND GO S. ACROSS COUNTRY 0.3 MI. TO TOP OF RIDGE AND STATION.
 JL0692'
 JL0692'STATION MARK--STANDARD TABLET, SET IN ROCK OUTCROP, STAMPED
 JL0692'---CHANCE 1950---.
 JL0692'
 JL0692'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---CHANCE
 JL0692'NO. 1 1950---, SET IN ROCK OUTCROP 81.00 FT. FROM STATION,
 JL0692'N 39 DEG 48 MIN E.
 JL0692'
 JL0692'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---CHANCE
 JL0692'NO. 2 1950---, SET IN ROCK OUTCROP 65.20 FT. FROM STATION,
 JL0692'S 42 DEG 51 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0486 ***********************************************************************
 KJ0486  DESIGNATION -  CHANDLER 2
 KJ0486  PID         -  KJ0486
 KJ0486  STATE/COUNTY-  CO/WASHINGTON
 KJ0486  USGS QUAD   -  LINDON (1973)
 KJ0486
 KJ0486                         *CURRENT SURVEY CONTROL
 KJ0486  ___________________________________________________________________
 KJ0486* NAD 83(1992)-  39 37 38.10418(N)    103 26 35.99986(W)     ADJUSTED  
 KJ0486* NAVD 88     -      1597.     (meters)    5239.     (feet)  SCALED    
 KJ0486  ___________________________________________________________________
 KJ0486  LAPLACE CORR-          -4.50  (seconds)                    DEFLEC99
 KJ0486  GEOID HEIGHT-         -20.11  (meters)                     GEOID03
 KJ0486
 KJ0486  HORZ ORDER  -  FIRST
 KJ0486
 KJ0486.The horizontal coordinates were established by classical geodetic methods
 KJ0486.and adjusted by the National Geodetic Survey in January 1993..
 KJ0486
 KJ0486.The orthometric height was scaled from a topographic map.
 KJ0486
 KJ0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0486
 KJ0486.The geoid height was determined by GEOID03.
 KJ0486
 KJ0486;                    North         East     Units Scale Factor Converg.
 KJ0486;SPC CO N     -   339,481.949 1,090,966.678   MT  1.00001564   +1 19 44.0
 KJ0486;SPC CO N     - 1,113,783.69  3,579,279.84   sFT  1.00001564   +1 19 44.0
 KJ0486;SPC CO C     -   505,942.157 1,090,960.785   MT  0.99997802   +1 17 49.6
 KJ0486;SPC CO C     - 1,659,911.89  3,579,260.51   sFT  0.99997802   +1 17 49.6
 KJ0486;UTM  13      - 4,387,544.746   633,599.381   MT  0.99981975   +0 59 34.7
 KJ0486
 KJ0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0486!SPC CO N     -   0.99975271  x   1.00001564  =   0.99976834
 KJ0486!SPC CO C     -   0.99975271  x   0.99997802  =   0.99973073
 KJ0486!UTM  13      -   0.99975271  x   0.99981975  =   0.99957250
 KJ0486
 KJ0486:                Primary Azimuth Mark                     Grid Az
 KJ0486:SPC CO N     -  CHANDLER 2 AZ MK                         191 30 40.1
 KJ0486:SPC CO C     -  CHANDLER 2 AZ MK                         191 32 34.5
 KJ0486:UTM  13      -  CHANDLER 2 AZ MK                         191 50 49.4
 KJ0486
 KJ0486|---------------------------------------------------------------------|
 KJ0486| PID    Reference Object                     Distance      Geod. Az  |
 KJ0486|                                                           dddmmss.s |
 KJ0486| CP6791 CHANDLER 2 AZ MK                                   1925024.1 |
 KJ0486| CP6792 CHANDLER 2 RM 3                     111.508 METERS 24117     |
 KJ0486| CP6793 CHANDLER 2 RM 4                     106.741 METERS 29617     |
 KJ0486|---------------------------------------------------------------------|
 KJ0486
 KJ0486                          SUPERSEDED SURVEY CONTROL
 KJ0486
 KJ0486  NAD 83(1986)-  39 37 38.09788(N)    103 26 35.99800(W) AD(       ) 1
 KJ0486  NAD 27      -  39 37 38.15005(N)    103 26 34.20568(W) AD(       ) 1
 KJ0486
 KJ0486.Superseded values are not recommended for survey control.
 KJ0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0486.See file dsdata.txt to determine how the superseded data were derived.
 KJ0486
 KJ0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD3359987545(NAD 83)
 KJ0486_MARKER: DS = TRIANGULATION STATION DISK
 KJ0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0486_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KJ0486
 KJ0486  HISTORY     - Date     Condition        Report By
 KJ0486  HISTORY     - 1968     MONUMENTED       CGS
 KJ0486
 KJ0486                          STATION DESCRIPTION
 KJ0486
 KJ0486'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KJ0486'NO MEASUREMENT BETWEEN THE R.M.S, DUE TO A FENCE ON LINE.
 KJ0486'
 KJ0486'THE STATION IS LOCATED IN THE SOUTHWEST 1/4 OF SECTION 9, T. 5
 KJ0486'S., R. 54 W. AND ON PROPERTY OF MR. RAYMOND WRIGHT.  IT IS
 KJ0486'ABOUT 14 MILES SOUTHWEST OF ANTON, 12 MILES SOUTHEAST OF LAST
 KJ0486'CHANCE AND 8 MILES SOUTHWEST OF LINDON.
 KJ0486'
 KJ0486'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 36 AND
 KJ0486'A GRAVELED CROSSROAD WHICH IS JUST EAST OF THE POST OFFICE IN
 KJ0486'LINDON, GO SOUTH ON A GRAVELED ROAD FOR 4.0 MILES TO A
 KJ0486'T-ROAD.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 1.0
 KJ0486'MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD
 KJ0486'FOR 4.8 MILES TO A SIDE ROAD RIGHT AND 4 GRANARIES IN THE
 KJ0486'NORTHWEST ANGLE OF THE INTERSECTION.  TURN RIGHT AND GO WEST ON
 KJ0486'A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT AND
 KJ0486'GO NORTH ON A DIRT ROAD FOR 0.9 MILE TO THE AZIMUTH MARK ON
 KJ0486'THE LEFT.  CONTINUE NORTH ON THE DIRT ROAD FOR 0.3 MILE TO
 KJ0486'THE STATION ON THE RIGHT, A SMALL SHED AND WINDMILL.
 KJ0486'
 KJ0486'THE STATION MARK IS A STANDARD DISK STAMPED CHANDLER 2 1968,
 KJ0486'SET IN THE TOP OF A 14-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KJ0486'IS 14 INCHES BELOW THE GROUND SURFACE.  IT IS 36 FEET SOUTH OF
 KJ0486'THE CENTER OF A WINDMILL AND 28.3 FEET SOUTHEAST OF THE
 KJ0486'SOUTHEAST CORNER OF A SMALL SHED.
 KJ0486'
 KJ0486'REFERENCE MARK 3 IS A STANDARD DISK STAMPED CHANDLER 2 NO 3
 KJ0486'1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KJ0486'WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 31 FEET WEST
 KJ0486'OF THE CENTER OF A DIRT ROAD, 2.5 FEET NORTH OF A METAL WITNESS
 KJ0486'POST AND 1 FOOT EAST OF A NORTH-SOUTH WIRE FENCE.
 KJ0486'
 KJ0486'REFERENCE MARK 4 IS A STANDARD DISK STAMPED CHANDLER 2 NO 4
 KJ0486'1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KJ0486'WHICH PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 35 FEET WEST OF
 KJ0486'A DIRT ROAD AND 1 FOOT EAST OF THE NORTH-SOUTH WIRE FENCE.
 KJ0486'
 KJ0486'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHANDLER 2 AZ 2
 KJ0486'1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KJ0486'WHICH PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 32 FEET WEST
 KJ0486'OF THE CENTER OF THE DIRT ROAD, 4.2 FEET SOUTH OF A METAL
 KJ0486'WITNESS POST AND 1.7 FEET NORTHEAST OF THE NORTH GATE POST OF
 KJ0486'A WIRE GATE.
 KJ0486'
 KJ0486'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0633 ***********************************************************************
 HL0633  DESIGNATION -  CHANEY
 HL0633  PID         -  HL0633
 HL0633  STATE/COUNTY-  CO/LA PLATA
 HL0633  USGS QUAD   -  LONG MOUNTAIN (1968)
 HL0633
 HL0633                         *CURRENT SURVEY CONTROL
 HL0633  ___________________________________________________________________
 HL0633* NAD 83(1992)-  37 01 11.31838(N)    107 58 14.44085(W)     ADJUSTED  
 HL0633* NAVD 88     -      2144.     (meters)    7034.     (feet)  SCALED    
 HL0633  ___________________________________________________________________
 HL0633  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 HL0633  GEOID HEIGHT-         -20.20  (meters)                     GEOID03
 HL0633
 HL0633  HORZ ORDER  -  FIRST
 HL0633
 HL0633.The horizontal coordinates were established by classical geodetic methods
 HL0633.and adjusted by the National Geodetic Survey in December 1993..
 HL0633
 HL0633.The orthometric height was scaled from a topographic map.
 HL0633
 HL0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0633
 HL0633.The geoid height was determined by GEOID03.
 HL0633
 HL0633;                    North         East     Units Scale Factor Converg.
 HL0633;SPC CO S     -   346,902.006   694,555.324   MT  1.00004561   -1 30 55.7
 HL0633;SPC CO S     - 1,138,127.66  2,278,720.26   sFT  1.00004561   -1 30 55.7
 HL0633;SPC NM W     -   667,688.370   817,778.908   MT  0.99991851   -0 04 57.7
 HL0633;SPC NM W     - 2,190,574.26  2,682,996.30   sFT  0.99991851   -0 04 57.7
 HL0633;UTM  13      - 4,101,197.264   235,716.496   MT  1.00046052   -1 47 22.8
 HL0633;UTM  12      - 4,101,361.932   769,502.042   MT  1.00049485   +1 49 30.1
 HL0633
 HL0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0633!SPC CO S     -   0.99966679  x   1.00004561  =   0.99971239
 HL0633!SPC NM W     -   0.99966679  x   0.99991851  =   0.99958533
 HL0633!UTM  13      -   0.99966679  x   1.00046052  =   1.00012716
 HL0633!UTM  12      -   0.99966679  x   1.00049485  =   1.00016148
 HL0633
 HL0633|---------------------------------------------------------------------|
 HL0633| PID    Reference Object                     Distance      Geod. Az  |
 HL0633|                                                           dddmmss.s |
 HL0633| CM6258 CHANEY RM 1                           6.838 METERS 02003     |
 HL0633| CM6257 CHANEY AZ MK                                       2450510.5 |
 HL0633| CM6259 CHANEY RM 2                           3.518 METERS 27433     |
 HL0633|---------------------------------------------------------------------|
 HL0633
 HL0633                          SUPERSEDED SURVEY CONTROL
 HL0633
 HL0633  NAD 83(1992)-  37 01 11.31842(N)    107 58 14.44120(W) AD(       ) 1
 HL0633  NAD 83(1986)-  37 01 11.31526(N)    107 58 14.44598(W) AD(       ) 1
 HL0633  NAD 27      -  37 01 11.30900(N)    107 58 12.20600(W) AD(       ) 1
 HL0633
 HL0633.Superseded values are not recommended for survey control.
 HL0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0633.See file dsdata.txt to determine how the superseded data were derived.
 HL0633
 HL0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB3571601197(NAD 83)
 HL0633_MARKER: DS = TRIANGULATION STATION DISK
 HL0633_SETTING: 66 = SET IN ROCK OUTCROP
 HL0633
 HL0633  HISTORY     - Date     Condition        Report By
 HL0633  HISTORY     - 1936     MONUMENTED       CGS
 HL0633  HISTORY     - 1956     GOOD             USGS
 HL0633
 HL0633                          STATION DESCRIPTION
 HL0633
 HL0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 HL0633'STATION IS ABOUT 18 MILES, AIR LINE S OF DURANGO, ABOUT 5.5
 HL0633'MILES W OF THE ANIMAS RIVER, ABOUT 1 MILE N OF THE STATE LINE,
 HL0633'AND ABOUT 1/2 MILE N OF THE OLD CHANEY RANCH HOUSE.  STATION
 HL0633'IS LOCATED ON THE SW END OF A FLAT-TOPPED MESA AND SURROUNDED
 HL0633'BY CLIFFS AND LARGE BOULDERS AND THE HIGHEST POINT TO BE SEEN
 HL0633'TO THE RIGHT FROM END OF TRUCK TRAVEL.
 HL0633'
 HL0633'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HL0633'DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 HL0633'
 HL0633'AZIMUTH MARK IS ABOUT 1/2 MILE SW OF SANDSTONE OUTCROP THAT IS
 HL0633'JUST N OF DIRT RESERVOIR AND IS ON THE APPARENT HIGHEST POINT
 HL0633'OF ROCK.
 HL0633'
 HL0633'REACHED FROM DURANGO AS FOLLOWS--GO S ON U.S. HIGHWAY 550
 HL0633'FOR ABOUT 20 MILES TO A LARGE BRIDGE ACROSS ANIMAS RIVER,
 HL0633'CONTINUE S ON U.S. HIGHWAY 550 FOR 3.7 MILES TO THE COLORADO-NEW
 HL0633'MEXICO LINE, CONTINUE S ON U.S. HIGHWAY 550 ABOUT 3 MILES
 HL0633'TO A TELEPHONE LINE CROSSING ROAD AT AN ANGLE TO THE SW.  JUST
 HL0633'BEYOND THE PHONE LINE THERE IS A SIDE ROAD TO RIGHT.  LEAVE
 HL0633'U.S. HIGHWAY 550, TAKE SIDE ROAD RIGHT W, FOR 1.4 MILE TO
 HL0633'FORKS, TAKE LEFT FORK, STRAIGHT AHEAD, FOR 0.2 MILE TO A DRY
 HL0633'WASH, CONTINUE STRAIGHT AHEAD ACROSS WASH ON MAIN TRAVELED
 HL0633'ROAD FOR 4.0 MILES TO A POLE CORRAL AND TO A LARGE CAVE
 HL0633'UNDER RIM ROCK WHICH IS ABOUT 50 FEET N OF ROAD (RIGHT).
 HL0633'CONTINUE ON MAIN TRAVELED ROAD FOR 0.45 MILE TO FORKS AT
 HL0633'WIRE GATE, SIGN ON GATE CHANEY.  TAKE RIGHT FORK THROUGH
 HL0633'GATE FOR 1.3 MILES TO ANOTHER WIRE GATE AND POLE CORRAL
 HL0633'JUST BEYOND.  GO THROUGH GATE AND FOLLOW MAIN-TRAVELED ROAD
 HL0633'FOR 0.3 MILE TO DESERTED RANCH HOUSE ON THE RIGHT.
 HL0633'CONTINUE AHEAD ON ROAD ALONG FENCE FOR 0.3 MILE TO TOP OF
 HL0633'HILL WHERE ROADS SPLIT THREE WAYS, TURN SHARP RIGHT AND
 HL0633'CONTINUE ON FOR 0.45 MILE TO AN EARTH FILLED RESERVOIR ON
 HL0633'RIGHT SIDE.  CONTINUE 0.2 MILE TO END OF TRUCK TRAVEL.
 HL0633'FROM END OF TRUCK TRAVEL WALK UP SMALL RIDGE TO RIGHT AND
 HL0633'CONTINUE ON FOR 1/3 MILE, E THROUGH RIM ROCKS TO TOP AND
 HL0633'STATION.  A 30-MINUTE PACK FROM END OF TRUCK TRAVEL.
 HL0633
 HL0633                          STATION RECOVERY (1956)
 HL0633
 HL0633'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 HL0633'STATION RECOVERED IN GOOD CONDITION.
 HL0633'
 HL0633'TO REACH STATION FROM CEDAR HILLS POST OFFICE DRIVE N 1.0
 HL0633'MILE ALONG U.S. HIGHWAY 550 TO T-JUNCTION WITH DIRT ROAD W
 HL0633'APPROXIMATELY 300 FEET SOUTH OF TELEPHONE LINE CROSSING
 HL0633'ROAD.  TURN LEFT GOING NW 0.4 MILE TO Y-ROAD.  TAKE LEFT FORK
 HL0633'0.2 MILE TO DRY WASH.  CROSS WASH AND CONTINUE W 0.7 MILE TO
 HL0633'Y-ROAD.  TURN RIGHT, CROSSING RIDGE TO NEXT CANYON N AND FOLLOW
 HL0633'MAIN ROAD UP CANYON 1.6 MILE TO Y-ROAD.  TAKE LEFT FORK AND
 HL0633'CONTINUE STRAIGHT AHEAD ON MAIN TRAVELED ROAD ALONG N SIDE
 HL0633'CANYON 1.3 MILES TO Y-ROAD.  TAKE RIGHT FORK THRU CATTLEGUARD
 HL0633'0.5 MILE TO Y-ROAD.  TAKE LEFT FORK N ALONG MAIN TRAVELED
 HL0633'ROAD 0.7 MILE TO CROSS ROADS.  TURN LEFT 0.4 MILE TO
 HL0633'Y-ROAD.  TAKE RIGHT FORK 0.5 MILE TO CROSSING OF COLORADO
 HL0633'STATE LINE AND CONTINUE 0.2 MILE TO Y-ROAD ON W SIDE
 HL0633'RIDGE.  TURN RIGHT ON ROAD BESIDE PIPELINE 0.5 MILE TO
 HL0633'Y-JUNCTION WITH TRACK ROAD.  TURN RIGHT FORK 0.1 MILE TO
 HL0633'CROSSING OF PIPELINE ROAD.  CONTINUE STRAIGHT AHEAD ON TRACK
 HL0633'ROAD 0.6 MILE TO SLIGHT SUMMIT.  LEAVE TRUCK AT THIS POINT AND
 HL0633'CLIMB E TO TOP OF PROMINENT ROCKY MESA, VISIBLE FROM
 HL0633'ROAD, AND STATION ABOUT 30 MINUTES PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0655 ***********************************************************************
 KL0655  DESIGNATION -  CHARLES ET
 KL0655  PID         -  KL0655
 KL0655  STATE/COUNTY-  CO/EAGLE
 KL0655  USGS QUAD   -  CROOKED CREEK PASS (1987)
 KL0655
 KL0655                         *CURRENT SURVEY CONTROL
 KL0655  ___________________________________________________________________
 KL0655* NAD 83(1992)-  39 27 45.57317(N)    106 38 07.86804(W)     ADJUSTED  
 KL0655* NAVD 88     -      3674.7    (meters)   12056.     (feet)  VERTCON   
 KL0655  ___________________________________________________________________
 KL0655  LAPLACE CORR-          10.26  (seconds)                    DEFLEC99
 KL0655  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 KL0655
 KL0655  HORZ ORDER  -  THIRD
 KL0655
 KL0655.The horizontal coordinates were established by classical geodetic methods
 KL0655.and adjusted by the National Geodetic Survey in January 1993..
 KL0655
 KL0655.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0655
 KL0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0655
 KL0655.The geoid height was determined by GEOID03.
 KL0655
 KL0655;                    North         East     Units Scale Factor Converg.
 KL0655;SPC CO C     -   486,280.858   816,686.590   MT  0.99995578   -0 42 58.2
 KL0655;SPC CO C     - 1,595,406.45  2,679,412.59   sFT  0.99995578   -0 42 58.2
 KL0655;UTM  13      - 4,369,396.935   359,300.770   MT  0.99984374   -1 02 22.8
 KL0655
 KL0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0655!SPC CO C     -   0.99942582  x   0.99995578  =   0.99938162
 KL0655!UTM  13      -   0.99942582  x   0.99984374  =   0.99926965
 KL0655
 KL0655:                Primary Azimuth Mark                     Grid Az
 KL0655:SPC CO C     -  BALDY                                    176 35 02.8
 KL0655:UTM  13      -  BALDY                                    176 54 27.4
 KL0655
 KL0655|---------------------------------------------------------------------|
 KL0655| PID    Reference Object                     Distance      Geod. Az  |
 KL0655|                                                           dddmmss.s |
 KL0655| KL0654 BALDY                               APPROX. 8.7 KM 1755204.6 |
 KL0655|---------------------------------------------------------------------|
 KL0655
 KL0655                          SUPERSEDED SURVEY CONTROL
 KL0655
 KL0655  NAD 83(1986)-  39 27 45.56701(N)    106 38 07.86928(W) AD(       ) 3
 KL0655  NAD 27      -  39 27 45.62730(N)    106 38 05.74652(W) AD(       ) 3
 KL0655  NGVD 29 (07/19/86) 3672.8    (m)        12050.     (f) VERT ANG       
 KL0655
 KL0655.Superseded values are not recommended for survey control.
 KL0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0655.See file dsdata.txt to determine how the superseded data were derived.
 KL0655
 KL0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD5930169397(NAD 83)
 KL0655
 KL0655  HISTORY     - Date     Condition        Report By
 KL0655  HISTORY     - 1964     MONUMENTED       USGS
 KL0655  HISTORY     - 1970     GOOD             USGS
 KL0655
 KL0655                          STATION DESCRIPTION
 KL0655
 KL0655'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KL0655'STATION LOCATED IN EAGLE COUNTY, COLORADO, AND ON THE HIGHEST POINT
 KL0655'OF A LOCALLY PROMINENT TOP, WHICH LIES ABOUT 7.4 MI. N. AND 3.2 MI.
 KL0655'E. OF THE TOWN OF THOMASVILLE, ABOUT 2 MI. DUE N. OF WOODS LAKE AND
 KL0655'ABOUT 1.6 MI. DUE W. OF LAKE CHARLES.  REACHED BY HELICOPTER.
 KL0655'
 KL0655'STATION MARK--STANDARD TABLET CEMENTED IN A DRILL HOLE, IN SOLID ROCK,
 KL0655'AND STAMPED ---CHARLES ET, 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3404 ***********************************************************************
 AA3404  DESIGNATION -  CHASE
 AA3404  PID         -  AA3404
 AA3404  STATE/COUNTY-  CO/DOUGLAS
 AA3404  USGS QUAD   -  SEDALIA (1994)
 AA3404
 AA3404                         *CURRENT SURVEY CONTROL
 AA3404  ___________________________________________________________________
 AA3404* NAD 83(1992)-  39 24 45.78867(N)    104 57 11.71232(W)     ADJUSTED  
 AA3404* NAVD 88     -      1785.5    (meters)    5858.     (feet)  GPS OBS   
 AA3404  ___________________________________________________________________
 AA3404  X           -  -1,273,570.927 (meters)                     COMP
 AA3404  Y           -  -4,768,590.430 (meters)                     COMP
 AA3404  Z           -   4,028,944.706 (meters)                     COMP
 AA3404  LAPLACE CORR-          -8.96  (seconds)                    DEFLEC99
 AA3404  ELLIP HEIGHT-        1769.01  (meters)          (12/03/02) GPS OBS
 AA3404  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 AA3404
 AA3404  HORZ ORDER  -  FIRST
 AA3404  ELLP ORDER  -  FOURTH    CLASS II
 AA3404
 AA3404.The horizontal coordinates were established by GPS observations
 AA3404.and adjusted by the National Geodetic Survey in December 1994..
 AA3404
 AA3404.The orthometric height was determined by GPS observations and a
 AA3404.high-resolution geoid model.
 AA3404
 AA3404.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3404
 AA3404.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3404
 AA3404.The ellipsoidal height was determined by GPS observations
 AA3404.and is referenced to NAD 83.
 AA3404
 AA3404.The geoid height was determined by GEOID03.
 AA3404
 AA3404;                    North         East     Units Scale Factor Converg.
 AA3404;SPC CO C     -   480,267.559   961,485.528   MT  0.99995067   +0 20 41.4
 AA3404;SPC CO C     - 1,575,677.82  3,154,473.77   sFT  0.99995067   +0 20 41.4
 AA3404;UTM  13      - 4,362,579.131   504,024.247   MT  0.99960020   +0 01 46.8
 AA3404
 AA3404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3404!SPC CO C     -   0.99972254  x   0.99995067  =   0.99967322
 AA3404!UTM  13      -   0.99972254  x   0.99960020  =   0.99932285
 AA3404
 AA3404                          SUPERSEDED SURVEY CONTROL
 AA3404
 AA3404  ELLIP H (12/14/94) 1769.06   (m)                       GP(       ) 3 1
 AA3404
 AA3404.Superseded values are not recommended for survey control.
 AA3404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3404.See file dsdata.txt to determine how the superseded data were derived.
 AA3404
 AA3404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED0402462579(NAD 83)
 AA3404_MARKER: DD = SURVEY DISK
 AA3404_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA3404_STAMPING: CHASE
 AA3404_MARK LOGO: DCGIS 
 AA3404_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA3404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3404+STABILITY: SURFACE MOTION
 AA3404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3404+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3404
 AA3404  HISTORY     - Date     Condition        Report By
 AA3404  HISTORY     - 1993     MONUMENTED       MSAM
 AA3404
 AA3404                          STATION DESCRIPTION
 AA3404
 AA3404'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1993 (KCH)
 AA3404'THE STATION IS ABOUT 5 MILES (8.0 KM) NORTHWEST OF CASTLE ROCK,
 AA3404'COLORADO, ON THE WEST SIDE OF STATE HIGHWAY 105, IN SECTION 25,
 AA3404'TOWNSHIP 7 SOUTH, RANGE 68 WEST OF THE 6TH P.M., OWNERSHIP IS THE
 AA3404'COLORADO DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE
 AA3404'INTERSECTION OF STATE HIGHWAY 85 (SANTA FE DRIVE) AND STATE HIGHWAY
 AA3404'67, IN SEDALIA, COLORADO, GO SOUTHWESTERLY ON STATE HIGHWAY 67 FOR
 AA3404'0.57 MILES (0.92 KM) TO STATE HIGHWAY 105, GO SOUTH ON STATE HIGHWAY
 AA3404'105 FOR 1.45 MILES (2.33 KM) TO THE STATION ON THE WEST SIDE OF THE
 AA3404'ROAD, AT MILEPOST 31.2. THE STATION IS A BRASS CAP SET IN CONCRETE
 AA3404'FLUSH WITH THE GROUND, 1.7 FEET (0.5 M) NORTHEAST OF A DOUGLAS COUNTY
 AA3404'FIBERGLASS WITNESS POST, 3 FEET (0.9 M) BELOW THE ROADWAY, 40.3 FEET
 AA3404'(12.3 M) SOUTHWEST OF THE CNETERLINE OF STATE HIGHWAY 105, 230 FEET
 AA3404'(70.1 M) NORTHWEST OF THE ENTRANCE TO THE WHISPERING OAKS STABLES AT
 AA3404'3428 STATE HIGHWAY 105.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0659 ***********************************************************************
 LM0659  DESIGNATION -  CHAVEZ
 LM0659  PID         -  LM0659
 LM0659  STATE/COUNTY-  CO/ROUTT
 LM0659  USGS QUAD   -  MILNER (1973)
 LM0659
 LM0659                         *CURRENT SURVEY CONTROL
 LM0659  ___________________________________________________________________
 LM0659* NAD 83(1992)-  40 25 45.82843(N)    107 05 35.21030(W)     ADJUSTED  
 LM0659* NAVD 88     -      2473.6    (meters)    8115.     (feet)  VERTCON   
 LM0659  ___________________________________________________________________
 LM0659  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 LM0659  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 LM0659
 LM0659  HORZ ORDER  -  FIRST
 LM0659
 LM0659.The horizontal coordinates were established by classical geodetic methods
 LM0659.and adjusted by the National Geodetic Survey in January 1993..
 LM0659
 LM0659.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0659
 LM0659.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0659
 LM0659.The geoid height was determined by GEOID03.
 LM0659
 LM0659;                    North         East     Units Scale Factor Converg.
 LM0659;SPC CO N     -   427,712.506   779,228.098   MT  0.99996169   -1 01 45.7
 LM0659;SPC CO N     - 1,403,253.45  2,556,517.52   sFT  0.99996169   -1 01 45.7
 LM0659;UTM  13      - 4,477,521.528   322,450.225   MT  0.99998805   -1 21 27.9
 LM0659
 LM0659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0659!SPC CO N     -   0.99961422  x   0.99996169  =   0.99957592
 LM0659!UTM  13      -   0.99961422  x   0.99998805  =   0.99960227
 LM0659
 LM0659|---------------------------------------------------------------------|
 LM0659| PID    Reference Object                     Distance      Geod. Az  |
 LM0659|                                                           dddmmss.s |
 LM0659| CP4683 CHAVEZ RM 1                          11.652 METERS 08156     |
 LM0659| CP4684 CHAVEZ RM 2                           5.893 METERS 19154     |
 LM0659| LM0658 CHAVEZ RM                             5.349 METERS 22436     |
 LM0659| CP4682 CHAVEZ AZ MK                                       2783748.2 |
 LM0659|---------------------------------------------------------------------|
 LM0659
 LM0659                          SUPERSEDED SURVEY CONTROL
 LM0659
 LM0659  NAD 83(1986)-  40 25 45.82731(N)    107 05 35.20441(W) AD(       ) 1
 LM0659  NAD 27      -  40 25 45.90900(N)    107 05 33.00500(W) AD(       ) 1
 LM0659  NGVD 29 (07/19/86) 2472.3    (m)         8111.     (f) VERT ANG       
 LM0659
 LM0659.Superseded values are not recommended for survey control.
 LM0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0659.See file dsdata.txt to determine how the superseded data were derived.
 LM0659
 LM0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE2245077522(NAD 83)
 LM0659_MARKER: DS = TRIANGULATION STATION DISK
 LM0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0659
 LM0659  HISTORY     - Date     Condition        Report By
 LM0659  HISTORY     - 1937     MONUMENTED       CGS
 LM0659  HISTORY     - 1939     GOOD             CGS
 LM0659  HISTORY     - 1949     GOOD             CGS
 LM0659  HISTORY     - 1971     GOOD             USGS
 LM0659
 LM0659                          STATION DESCRIPTION
 LM0659
 LM0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LM0659'ABOUT 4.0 MILES AIR LINE SE OF MT. HARRIS, COLORADO.  STATION
 LM0659'IS ON THE HIGHEST POINT OF A PROMINENT RIDGE, RUNNING A N
 LM0659'AND S DIRECTION.  THERE IS A THICK GROWTH OF SCRUB OAK AND
 LM0659'ASPEN TREES TO THE S OF THE STATION AND THICK BRUSH TO THE N.
 LM0659'
 LM0659'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 LM0659'DISKS SET IN CONCRETE AS DESCRIBED.
 LM0659'
 LM0659'REFERENCE MARK NO. 1 IS E BY N OF THE STATION ABOUT 5 FEET
 LM0659'LOWER.
 LM0659'
 LM0659'REFERENCE MARK NO. 2 IS S OF THE STATION ABOUT ONE FOOT LOWER.
 LM0659'
 LM0659'AZIMUTH MARK IS SET ABOUT 25 FEET W OF ROAD JUST N OF WHITE
 LM0659'SCHOOLHOUSE NEAR A FENCE CORNER.  IT IS ABOUT 4.2 MILES FROM
 LM0659'THE JUNCTION OF U.S. HIGHWAY 40 AND DIRT ROAD AT SIGN (OAK
 LM0659'CREEK - YAMPA) ON THE ROAD TO THE STATION.
 LM0659'
 LM0659'TO REACH FROM SCHOOLHOUSE IN MT. HARRIS A SMALL TOWN ON U.S.
 LM0659'HIGHWAY 40 GO W 1.95 MILES TO A DIRT ROAD LEFT AT A LARGE LONE
 LM0659'COTTONWOOD TREE.  SIGN ON CORNER (OAK CREEK - YAMPA).  TURN S ON
 LM0659'THIS DIRT ROAD 0.85 MILE TO DIRT ROAD TO RIGHT.  KEEP STRAIGHT
 LM0659'AHEAD ON MAIN-TRAVELED ROAD 1.6 MILES TO A FORK.  TAKE LEFT
 LM0659'FORK, GO E AND S 3.4 MILES TO A LAKE ON THE RIGHT SIDE OF ROAD.
 LM0659'CONTINUE S AND SE ON MAIN-TRAVELED ROAD 3.15 MILES TO THE
 LM0659'BOTTOM OF A DRAW AND A WELL TRAVELED TRACK ROAD THRU A WIRE
 LM0659'GATE ON THE LEFT.  TURN LEFT, E ON THIS ROAD 1.85 MILES TO
 LM0659'A WIRE GATE.  GO THRU GATE, TURN SHARP LEFT N ON ROAD
 LM0659'ALONG FENCE 0.65 MILE TO THE TOP OF HILL AND TWO WIRE GATES ON
 LM0659'THE LEFT.  TAKE MAIN-TRAVELED ROAD ON THE RIGHT THRU GATE
 LM0659'AND FOLLOW THIS ROAD UP DRAW 0.35 MILE TO WIRE GATE AND
 LM0659'CORRAL AT RANCH HOUSE.  GO THRU GATE, MAIN ROAD TURNS LEFT TO
 LM0659'HOUSE, KEEP RIGHT ALONG FOOT OF BLUFF ON DIM TRACK ROAD 0.15
 LM0659'MILE TO ANOTHER WIRE GATE.  GO THRU GATE, AND CONTINUE ON
 LM0659'WESTERLY UP VALLEY 0.4 MILE TO WHERE ROAD TURNS UP STEEP
 LM0659'HILL ON LEFT, S SIDE OF VALLEY.  GO UP HILL 0.15 MILE TO A
 LM0659'WIRE GATE.  GO THRU GATE AND CONTINUE ON 0.7 MILE TO THE
 LM0659'TOP OF RIDGE AND CATTLE SALT GROUND.  HERE TURN RIGHT N ON
 LM0659'DIM ROAD ALONG TOP OF RIDGE 0.2 MILE TO A WIRE GATE AT FENCE
 LM0659'CORNER.  GO THRU GATE AND FOLLOW DIM, BRUSHY, TRACK ROAD 0.6
 LM0659'MILE TO WIRE GATE.  GO THRU GATE AND CONTINUE ON DIM ROAD
 LM0659'0.6 MILE TO THE REMAINS OF AN OLD LOG CABIN.  STATION IS
 LM0659'ABOUT 1/2 MILE N ON THE HIGHEST POINT OF RIDGE.  IT IS POSSIBLE
 LM0659'BY CLEARING SOME SMALL OAK AND ASPEN TREES AND CAREFULLY PICKING
 LM0659'YOUR WAY TO DRIVE A TRUCK TO THE SITE OF THE STATION.
 LM0659
 LM0659                          STATION RECOVERY (1939)
 LM0659
 LM0659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FGJ)
 LM0659'ALL MARKS FOUND AS DESCRIBED AND IN GOOD CONDITION.  ROUTE TO
 LM0659'STATION DIFFERS DUE TO WASHED OUT AND CHANGED ROADS.  THE
 LM0659'STATION IS LOCATED ABOUT 4.0 MILES AIR LINE SE OF MT. HARRIS ON
 LM0659'A PROMINENT RIDGE RUNNING IN A N AND S DIRECTION.  THERE IS A
 LM0659'THICK GROWTH OF SCRUB OAK AND QUAKING ASPEN TREES TO THE S OF
 LM0659'STATION AND THICK BRUSH TO THE N.
 LM0659'
 LM0659'ALL MARKS ARE STANDARD DISKS SET IN CONCRETE BLOCKS.  G.S. MARK
 LM0659'IS STANDARD BENCH MARK SET IN 5-INCH CONCRETE POST.
 LM0659'
 LM0659'TO REACH FROM MT. HARRIS, GO W ON U.S. HIGHWAY 40 2.0 MILES
 LM0659'TO A GRAVELED SIDE ROAD AT A LARGE LONE COTTONWOOD TREE.  LEAVE
 LM0659'U.S. HIGHWAY 40 AND GO S ON GRAVELED ROAD 3.4 MILES TO GRADED
 LM0659'SIDE ROAD AT BOTTOM OF SMALL HILL.
 LM0659'
 LM0659'TO REACH AZIMUTH MARK CONTINUE 0.6 MILES TO WHITE SCHOOLHOUSE
 LM0659'ON RIGHT.  IT IS JUST N OF SCHOOL ABOUT 25 FEET FROM CENTER
 LM0659'OF ROAD IN FENCE LINE, TURN E ON GRADED ROAD 1.0 MILE TO
 LM0659'FORK TAKE RIGHT FORK 1.3 MILE TO DIM FORK JUST PAST A COAL
 LM0659'BUNKER.  TAKE DIM FORK TO RIGHT UP VALLEY THRU GATE AND ACROSS
 LM0659'SMALL DIRT DAM FOR 0.4 MILE CONTINUE 0.1 MILE TO SALT LICK.
 LM0659'THENCE ACROSS LICK PICKING UP TRACK ROAD TO SE AND FOLLOW 1.8
 LM0659'MILES TO SECOND SALT LICK.  TAKE LEFT FORK DOUBLING BACK TO
 LM0659'NE ALONG TOP OF RIDGE 0.25 MILE TO GATE.  CONTINUE UP RIDGE
 LM0659'THRU BRUSH 1.0 MILE TO SECOND GATE.  CONTINUE 0.55 MILE TO
 LM0659'REMAINS OF OLD HOUSE.  KEEP TO RIGHT OF SMALL CLEARING AND FOLLOW
 LM0659'TRACKS THRU BRUSH 0.5 MILE TO TOP OF RIDGE AND BARE GRASSY
 LM0659'SPOT.  CROSS CLEARING AND GO THRU SMALL SADDLE TO OLD G.S.
 LM0659'TARGET AND STATION.
 LM0659'
 LM0659'A CATTLE OR SHEEP COMPANY WAS BUILDING DIRT DAMS IN SEVERAL
 LM0659'PLACES BETWEEN THE COAL BUNKER AND STATION.
 LM0659
 LM0659                          STATION RECOVERY (1949)
 LM0659
 LM0659'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LM0659'THE STATION AND ALL REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 LM0659'AS DESCRIBED, EXCEPT A VERY MINOR DIFFERENCE IN DISTANCE AND
 LM0659'DIRECTION TO ALL REFERENCE MARKS.  THE CORRECT DATA LISTED BELOW.
 LM0659'
 LM0659'THE STATION IS LOCATED ABOUT 4 MILES AIRLINE SOUTHEAST OF THE TOWN
 LM0659'MT. HARRIS, ON THE HIGHEST POINT OF A PROMINENT RIDGE WHICH RANGES
 LM0659'IN A NORTH-SOUTH DIRECTION.  THERE IS A THICK GROWTH OF SCRUB
 LM0659'OAK AND ASPEN TREES TO THE SOUTH AND THICK BRUSH TO THE NORTH.
 LM0659'THE STATION IS 7 PACES NORTH OF THE HIGHEST POINT, 4 PACES
 LM0659'EAST OF THE WEST RIM, A BRONZE DISK
 LM0659'PROJECTS 6 INCHES, AND IS STAMPED, CHAVEZ 1937.
 LM0659'
 LM0659'REFERENCE MARK NO. 1 IS APPROXIMATELY 5 FEET LOWER THAN THE
 LM0659'STATION, 9 FEET SOUTHEAST OF A LOW SADDLE, A BRONZE DISK AS
 LM0659'DESCRIBED, PROJECTS 5 INCHES, AND IS STAMPED, CHAVEZ
 LM0659'NO 1 1937.
 LM0659'
 LM0659'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 LM0659'STATION, A BRONZE DISK, PROJECTS
 LM0659'5 INCHES AND IS STAMPED, CHAVEZ NO 2 1937.
 LM0659'
 LM0659'A U.S. GEOLOGICAL SURVEY BENCH MARK IS LOCATED ON THE HIGHEST
 LM0659'POINT, APPROXIMATELY 6 INCHES HIGHER THAN THE STATION, A BRONZE
 LM0659'DISK SET IN TOP OF A 6 X 6 CONCRETE POST, FLUSH, AND IS NOT
 LM0659'STAMPED.
 LM0659'
 LM0659'THE AZIMUTH MARK IS LOCATED ALONG THE ROUTE TO STATION, AT THE
 LM0659'SITE WHERE A SCHOOL BUILDING ONCE STOOD, BUT HAS BEEN TORN
 LM0659'DOWN, 20 PACES WEST OF BLADED ROAD, 6 PACES WEST OF THE CENTER
 LM0659'LINE OF OLD SCHOOL HOUSE ENTRANCE, IN A FENCE CORNER, 1 FOOT
 LM0659'NORTHEAST OF CORNER POST, A BRONZE DISK
 LM0659'PROJECTS 6 INCHES, AND IS STAMPED, CHAVEZ 1937.
 LM0659'
 LM0659'TO REACH FROM THE SCHOOL HOUSE IN MT. HARRIS, GO WEST ALONG
 LM0659'U.S. HIGHWAY 40 FOR 2.0 MILES TO A GRAVEL ROAD SOUTH AT A LARGE,
 LM0659'LONE, COTTONWOOD TREE.  TURN LEFT AND GO 0.85 MILE TO A DIRT
 LM0659'ROAD RIGHT.  KEEP STRAIGHT AHEAD (SOUTHERLY) FOR 1.6 MILES
 LM0659'TO A T-ROAD RIGHT.  CONTINUE ON LEFT FORK, EAST AND SOUTH, FOR
 LM0659'1.6 MILES TO THE AZIMUTH AS DESCRIBED ABOVE.  CONTINUE
 LM0659'(SOUTHERLY) FOR 1.6 MILES TO A LAKE ON THE WEST SIDE OF ROAD.
 LM0659'CONTINUE SOUTHERLY ON MAIN TRAVELED ROAD FOR 3.15 MILES TO
 LM0659'THE BOTTOM OF DRAW AND A WELL USED TRACK ROAD LEFT THROUGH
 LM0659'WIRE GATE.  TURN LEFT, PASS THROUGH GATE AND CONTINUE FOR
 LM0659'1.85 MILES TO A WIRE GATE.  PASS THROUGH AND FOLLOW ROAD
 LM0659'(NORTH) ALONG FENCE LINE TO TWO WIRE GATES AT THE TOP OF
 LM0659'HILL.  TAKE THE MAIN TRAVLED ROAD THROUGH THE NORTHERNMOST
 LM0659'WIRE GATE AND FOLLOW THIS ROAD UP DRAW FOR 0.2 MILE TO A
 LM0659'WIRE GATE AND CORRAL AT RANCH HOUSE.  PASS HOUSE AND FOLLOW UP
 LM0659'DRAW FOR 0.1 MILE TO A WIRE GATE.  CONTINUE UP VALLEY FOR
 LM0659'0.3 MILE TO POND ON RIGHT.  PASS TO THE LEFT OF POND AND
 LM0659'FOLLOW OLD ROAD UP HILL FOR 0.25 MILE TO A WIRE GATE.
 LM0659'PASS THROUGH AND CONTINUE FOR 0.7 MILE TO TOP OF HILL.
 LM0659'FROM HERE THE STATION HILL CAN BE SEEN TO THE NORTHEAST ABOUT
 LM0659'2.0 MILES AND THE TRAVEL FROM HERE IS THROUGH VERY THICK
 LM0659'BRUSH, ALONG A VERY DIM TRACK ROAD.  AT TOP OF HILL, TURN SHARP
 LM0659'RIGHT AND FOLLOW TRAIL FOR 1.9 MILES TO AN OLD POND.  CONTINUE
 LM0659'NORTHERLY UP DRAW ALONG TRAIL TO THE HIGHEST POINT AND STATION
 LM0659'AS DESCRIBED ABOVE.
 LM0659'
 LM0659'OBSERVATIONS MADE FROM A 1.1 METER TRIPOD.
 LM0659
 LM0659                          STATION RECOVERY (1971)
 LM0659
 LM0659'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (ZT)
 LM0659'ALL MARKS FOUND IN GOOD CONDITION.  TO REACH FROM THE POST
 LM0659'OFFICE AT HAYDEN, COLO., GO E. ALONG U.S. HIGHWAY 40 FOR 5.0
 LM0659'MI. TO A PAVED RD. THAT LEADS TO OAK CREEK.  TURN RIGHT (S)
 LM0659'ALONG PAVED ROAD 2.9 MI. TO A RD. FORK AND METAL GATE THAT
 LM0659'LEADS TO THE SENECA COAL MINES.  TURN LEFT ON GRAVEL RD. AND
 LM0659'HEAD GENERALLY S. ALONG GRAVEL RD. AND DIRT RDS. (DO NOT TURN
 LM0659'LEFT ON ANY OF THE SEVERAL FORKS IN THE COAL MINES AREA) FOR
 LM0659'2.1 MI. TO A LOADING CHUTE AND ABANDONED MINE BLDGS.  CONTINUE
 LM0659'S. FOR 0.4 MI. TO A WASHOUT, AND END OF A 2-WHEEL DRIVE
 LM0659'TRAVEL.  FROM A FORK 10 FT. S. OF THE WASHOUT, PROCEED BY
 LM0659'4-WHEEL DRIVE VEHICLE, TAKING THE LEFT FORK (E.) AND UP THE
 LM0659'STEEP SLOPE ALONG MAIN TRAVELED TRACK ROAD FOR 1.0 MI. TO A
 LM0659'SMALL TOP AND SADDLE.  CONTINUE 0.9 MI. TO THE TOP AND STATION
 LM0659'SITE-A BRUSH COVERED TOP ABOUT 200 FT. NE OF A BARE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5111 ***********************************************************************
 AC5111  DESIGNATION -  CHAVEZ
 AC5111  PID         -  AC5111
 AC5111  STATE/COUNTY-  CO/PUEBLO
 AC5111  USGS QUAD   -  HIGHLANDS CHURCH (1959)
 AC5111
 AC5111                         *CURRENT SURVEY CONTROL
 AC5111  ___________________________________________________________________
 AC5111* NAD 83(1992)-  38 28 44.05922(N)    104 11 04.99168(W)     ADJUSTED  
 AC5111* NAVD 88     -      1607.6    (meters)    5274.     (feet)  GPS OBS   
 AC5111  ___________________________________________________________________
 AC5111  X           -  -1,225,432.745 (meters)                     COMP
 AC5111  Y           -  -4,848,299.680 (meters)                     COMP
 AC5111  Z           -   3,948,184.339 (meters)                     COMP
 AC5111  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 AC5111  ELLIP HEIGHT-        1587.51  (meters)          (12/03/02) GPS OBS
 AC5111  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 AC5111
 AC5111  HORZ ORDER  -  FIRST
 AC5111  ELLP ORDER  -  FOURTH    CLASS II
 AC5111
 AC5111.The horizontal coordinates were established by GPS observations
 AC5111.and adjusted by the National Geodetic Survey in January 1997..
 AC5111
 AC5111.The orthometric height was determined by GPS observations and a
 AC5111.high-resolution geoid model.
 AC5111
 AC5111.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5111
 AC5111.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5111
 AC5111.The ellipsoidal height was determined by GPS observations
 AC5111.and is referenced to NAD 83.
 AC5111
 AC5111.The geoid height was determined by GEOID03.
 AC5111
 AC5111;                    North         East     Units Scale Factor Converg.
 AC5111;SPC CO S     -   506,745.565 1,029,168.003   MT  1.00000864   +0 48 24.4
 AC5111;SPC CO S     - 1,662,547.74  3,376,528.69   sFT  1.00000864   +0 48 24.4
 AC5111;UTM  13      - 4,259,267.554   571,111.966   MT  0.99966227   +0 30 26.3
 AC5111
 AC5111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5111!SPC CO S     -   0.99975097  x   1.00000864  =   0.99975961
 AC5111!UTM  13      -   0.99975097  x   0.99966227  =   0.99941333
 AC5111
 AC5111                          SUPERSEDED SURVEY CONTROL
 AC5111
 AC5111  ELLIP H (01/17/97) 1587.51   (m)                       GP(       ) 1 1
 AC5111
 AC5111.Superseded values are not recommended for survey control.
 AC5111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5111.See file dsdata.txt to determine how the superseded data were derived.
 AC5111
 AC5111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC7111259268(NAD 83)
 AC5111_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5111_STAMPING: CHAVEZ 1995
 AC5111_MARK LOGO: NGS   
 AC5111_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC5111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5111+STABILITY: SURFACE MOTION
 AC5111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5111+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5111
 AC5111  HISTORY     - Date     Condition        Report By
 AC5111  HISTORY     - 1995     MONUMENTED       CO-101
 AC5111
 AC5111                          STATION DESCRIPTION
 AC5111
 AC5111'DESCRIBED BY PUEBLO COUNTY COLORADO 1995 (KCH)
 AC5111'THE STATION IS LOCATED ON BOONE ROAD ABOUT 27.0 MI (43.5 KM) NORTHEAST
 AC5111'OF DOWNTOWN PUEBLO, 3.0 MI (4.8 KM) SOUTH OF THE PUEBLO/EL PASO COUNTY
 AC5111'LINE, 16.2 MI (26.1 KM) NORTH-NORTHEAST OF BOONE AT THE SOUTHEAST
 AC5111'CORNER OF SECTION 14 T18S R61W OF THE 6TH PM. OWNERSHIP--PUEBLO COUNTY
 AC5111'RIGHT-OF-WAY. TO REACH THE STATION FROM STATE HWY 96 AND BAKER STREET
 AC5111'IN BOONE, GO EAST 1.0 MILES (1.6 KM) TO THE INTERSECTION WITH BOONE
 AC5111'HILL ROAD. TURN LEFT, NORTHEAST, CROSSING SOME RAILROAD TRACKS, ON
 AC5111'BOONE HILL ROAD FOR 1.4 MI, CLIMBING A MESA, TO A POINT WHERE BOONE
 AC5111'HILL ROAD STRAIGHTENS TO DUE EAST-WEST.  CONTINUE EAST ON BOONE ROAD
 AC5111'1.3 MI (2.1 KM) TO A BEND TO THE NORTH. CONTINUE NORTH, THEN
 AC5111'NORTHEAST, THEN EAST 1.5 MI (2.4 KM) TO A Y INTERSECTION WITH BOONE
 AC5111'ROAD AND BOONE HILL ROAD EAST.  TAKE THE LEFT FORK NORTH ON BOONE ROAD
 AC5111'13 MILES (20.9 KM) TO A SIDE ROAD RIGHT, HIGHLAND ROAD. CONTINUE NORTH
 AC5111'ON BOONE ROAD 1.0 MI (1.6 KM) TO A SIDE ROAD LEFT, AN UN-NAMED
 AC5111'TWO-TRACK TRAIL. THE STATION IS POSITIONED ON THE LEFT, WEST EDGE OF
 AC5111'THE BOONE ROAD RIGHT-OF-WAY JUST NORTH OF THE TWO-TRACK TRAIL. THE
 AC5111'MARK IS A STANDARD NGS BRASS HORIZONTAL CONTROL DISK SET INTO THE TOP
 AC5111'OF A CYLANDRICAL MASS OF CONCRETE 1.5 FT (0.5 M) WIDE, 5 FT (1.5 M)
 AC5111'DEEP, AND SET EVEN WITH THE GROUND.  IT IS 8.6 M (28.2 FT) WEST OF THE
 AC5111'CENTER OF BOONE ROAD, 1.7 M (5.6 FT) SOUTH OF A CARCENITE WITNESS
 AC5111'POST, 11.9 M (39.0 FT) NORTH OF A GUY POLE, AND 8.5 M (27.9 FT) NORTH
 AC5111'OF A 2-TRACK EAST-WEST ROAD AND 0.3 M (1.0 FT) BELOW THE SURFACE OF
 AC5111'BOONE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0658 ***********************************************************************
 LM0658  DESIGNATION -  CHAVEZ RM
 LM0658  PID         -  LM0658
 LM0658  STATE/COUNTY-  CO/ROUTT
 LM0658  USGS QUAD   -  MILNER (1973)
 LM0658
 LM0658                         *CURRENT SURVEY CONTROL
 LM0658  ___________________________________________________________________
 LM0658* NAD 83(1992)-  40 25 45.70493(N)    107 05 35.36963(W)     ADJUSTED  
 LM0658* NAVD 88     -      2473.     (meters)    8114.     (feet)  SCALED    
 LM0658  ___________________________________________________________________
 LM0658  LAPLACE CORR-           5.02  (seconds)                    DEFLEC99
 LM0658  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 LM0658
 LM0658  HORZ ORDER  -  SECOND
 LM0658
 LM0658.The horizontal coordinates were established by classical geodetic methods
 LM0658.and adjusted by the National Geodetic Survey in January 1993..
 LM0658
 LM0658.The orthometric height was scaled from a topographic map.
 LM0658
 LM0658.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0658
 LM0658.The geoid height was determined by GEOID03.
 LM0658
 LM0658;                    North         East     Units Scale Factor Converg.
 LM0658;SPC CO N     -   427,708.765   779,224.275   MT  0.99996169   -1 01 45.8
 LM0658;SPC CO N     - 1,403,241.17  2,556,504.98   sFT  0.99996169   -1 01 45.8
 LM0658;UTM  13      - 4,477,517.809   322,446.380   MT  0.99998807   -1 21 28.0
 LM0658
 LM0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0658!SPC CO N     -   0.99961426  x   0.99996169  =   0.99957597
 LM0658!UTM  13      -   0.99961426  x   0.99998807  =   0.99960234
 LM0658
 LM0658                          SUPERSEDED SURVEY CONTROL
 LM0658
 LM0658  NAD 83(1986)-  40 25 45.70381(N)    107 05 35.36374(W) AD(       ) 2
 LM0658  NAD 27      -  40 25 45.78500(N)    107 05 33.16400(W) AD(       ) 2
 LM0658
 LM0658.Superseded values are not recommended for survey control.
 LM0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0658.See file dsdata.txt to determine how the superseded data were derived.
 LM0658
 LM0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE2244677518(NAD 83)
 LM0658_MARKER: DB = BENCH MARK DISK
 LM0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0658+STABILITY: SURFACE MOTION
 LM0658
 LM0658  HISTORY     - Date     Condition        Report By
 LM0658  HISTORY     - 1939     MONUMENTED       USGS
 LM0658
 LM0658                          STATION DESCRIPTION
 LM0658
 LM0658'DESCRIBED BY US GEOLOGICAL SURVEY 1939
 LM0658'G.S. MARK
 LM0658'IS STANDARD BENCH MARK SET IN 5-INCH CONCRETE POST.
 LM0658'
 LM0658'TO REACH FROM MT. HARRIS, GO W ON U.S. HIGHWAY 40 2.0 MILES
 LM0658'TO A GRAVELED SIDE ROAD AT A LARGE LONE COTTONWOOD TREE.  LEAVE
 LM0658'U.S. HIGHWAY 40 AND GO S ON GRAVELED ROAD 3.4 MILES TO GRADED
 LM0658'SIDE ROAD AT BOTTOM OF SMALL HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI2901 ***********************************************************************
 AI2901  DESIGNATION -  CHAZ RESET
 AI2901  PID         -  AI2901
 AI2901  STATE/COUNTY-  CO/SEDGWICK
 AI2901  USGS QUAD   -  VENANGO NW (1962)
 AI2901
 AI2901                         *CURRENT SURVEY CONTROL
 AI2901  ___________________________________________________________________
 AI2901* NAD 83(1992)-  40 57 11.77927(N)    102 10 58.11574(W)     ADJUSTED  
 AI2901* NAVD 88     -      1134.4    (meters)    3722.     (feet)  GPS OBS   
 AI2901  ___________________________________________________________________
 AI2901  X           -  -1,018,192.386 (meters)                     COMP
 AI2901  Y           -  -4,716,176.244 (meters)                     COMP
 AI2901  Z           -   4,159,235.461 (meters)                     COMP
 AI2901  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 AI2901  ELLIP HEIGHT-        1113.85  (meters)          (12/03/02) GPS OBS
 AI2901  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 AI2901
 AI2901  HORZ ORDER  -  FIRST
 AI2901  ELLP ORDER  -  FOURTH    CLASS II
 AI2901
 AI2901.The horizontal coordinates were established by GPS observations
 AI2901.and adjusted by the National Geodetic Survey in November 1999..
 AI2901
 AI2901.The orthometric height was determined by GPS observations and a
 AI2901.high-resolution geoid model.
 AI2901
 AI2901.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2901
 AI2901.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2901
 AI2901.The ellipsoidal height was determined by GPS observations
 AI2901.and is referenced to NAD 83.
 AI2901
 AI2901.The geoid height was determined by GEOID03.
 AI2901
 AI2901;                    North         East     Units Scale Factor Converg.
 AI2901;SPC CO N     -   489,896.354 1,193,635.043   MT  1.00003200   +2 08 36.1
 AI2901;SPC CO N     - 1,607,268.29  3,916,117.64   sFT  1.00003200   +2 08 36.1
 AI2901;UTM  13      - 4,537,392.258   737,110.878   MT  1.00029203   +1 50 50.5
 AI2901
 AI2901!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2901!SPC CO N     -   0.99982531  x   1.00003200  =   0.99985731
 AI2901!UTM  13      -   0.99982531  x   1.00029203  =   1.00011729
 AI2901
 AI2901                          SUPERSEDED SURVEY CONTROL
 AI2901
 AI2901  ELLIP H (11/30/99) 1113.88   (m)                       GP(       ) 4 1
 AI2901
 AI2901.Superseded values are not recommended for survey control.
 AI2901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2901.See file dsdata.txt to determine how the superseded data were derived.
 AI2901
 AI2901_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3711137392(NAD 83)
 AI2901_MARKER: DD = SURVEY DISK
 AI2901_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI2901+WITH SETTING: INFORMATION.
 AI2901_STAMPING: CHAZ RESET
 AI2901_MARK LOGO: CODOT 
 AI2901_PROJECTION: RECESSED 15 CENTIMETERS
 AI2901_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI2901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2901+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI2901_ROD/PIPE-DEPTH: 1.8  meters
 AI2901
 AI2901  HISTORY     - Date     Condition        Report By
 AI2901  HISTORY     - 1999     MONUMENTED       CODOT
 AI2901
 AI2901                          STATION DESCRIPTION
 AI2901
 AI2901'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1999 (ECW)
 AI2901'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTHWEST OF THE
 AI2901'NORTHEAST CORNER OF COLORADO, 5 MI (8.0 KM) SOUTHEAST OF JULESBURG AND
 AI2901'4.4 MI (7.1 KM) SOUTH OF THE NORTHERN NEBRASKA-COLORADO STATE LINE, IN
 AI2901'THE SOUTHWESTERN 1/4 OF SECTION 6, TOWNSHIP 11 NORTH, RANGE 43 WEST.
 AI2901'OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY
 AI2901'TO REACH THE STATION FROM THE INTERSECTION OF I-76 AND US 385, GO 1.13
 AI2901'MI (1.82 KM) SOUTH ON US 385 TO THE INTERSECTION OF COUNTY ROAD 30.
 AI2901'TURN RIGHT, 2.79 MI (4.49 KM) EAST ON COUNTY ROAD 30 TO THE STATION ON
 AI2901'THE LEFT
 AI2901'THE MARK IS A 3 1/2 INCH ALUMINUM COLORADO DEPARTMENT OF
 AI2901'TRANSPORTATION CONTROL MONUMENT CAP DRIVEN ON TO THE TOP OF AN
 AI2901'ALUMINUM ROD APPROXIMATELY 6 INCHES BELOW GROUND LEVEL AND ENCASED IN
 AI2901'AN ALUMINUM MONUMENT BOX WITH CAST IRON LID SET IN CONCRETE 3 INCHES
 AI2901'ABOVE THE GROUND.  IT IS 41 FT (12.5 M) NORTH OF THE CENTER OF COUNTY
 AI2901'ROAD 30, 4.6 FT (1.4 M) SOUTH OF A FENCE, 2.3 FT (0.7 M) EAST OF A
 AI2901'FIBERGLASS WITNESS POST (CODOT) , 2.6 FT (0.8 M) WEST OF A FIBERGLASS
 AI2901'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9174 ***********************************************************************
 DH9174  DESIGNATION -  CHEERS
 DH9174  PID         -  DH9174
 DH9174  STATE/COUNTY-  CO/DENVER
 DH9174  USGS QUAD   -  MILE HIGH LAKES (1994)
 DH9174
 DH9174                         *CURRENT SURVEY CONTROL
 DH9174  ___________________________________________________________________
 DH9174* NAD 83(1986)-  39 54 11.     (N)    104 40 32.     (W)     SCALED    
 DH9174* NAVD 88     -      1632.070  (meters)    5354.55   (feet)  ADJUSTED  
 DH9174  ___________________________________________________________________
 DH9174  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 DH9174  DYNAMIC HT  -        1630.572 (meters)    5349.64  (feet)  COMP
 DH9174  MODELED GRAV-     979,650.3   (mgal)                       NAVD 88
 DH9174
 DH9174  VERT ORDER  -  SECOND    CLASS I
 DH9174
 DH9174.The horizontal coordinates were scaled from a topographic map and have
 DH9174.an estimated accuracy of +/- 6 seconds.
 DH9174
 DH9174.The orthometric height was determined by differential leveling
 DH9174.and adjusted by the National Geodetic Survey in July 2006..
 DH9174
 DH9174.The geoid height was determined by GEOID03.
 DH9174
 DH9174.The dynamic height is computed by dividing the NAVD 88
 DH9174.geopotential number by the normal gravity value computed on the
 DH9174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9174.degrees latitude (g = 980.6199 gals.).
 DH9174
 DH9174.The modeled gravity was interpolated from observed gravity values.
 DH9174
 DH9174;                    North         East    Units  Estimated Accuracy
 DH9174;SPC CO C     -   534,890.      984,910.      MT  (+/- 180 meters Scaled)
 DH9174
 DH9174                          SUPERSEDED SURVEY CONTROL
 DH9174
 DH9174.No superseded survey control is available for this station.
 DH9174
 DH9174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE277170(NAD 83)
 DH9174_MARKER: F = FLANGE-ENCASED ROD
 DH9174_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DH9174_STAMPING: NONE
 DH9174_MARK LOGO: NONE  
 DH9174_PROJECTION: FLUSH
 DH9174_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9174+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2005
 DH9174_ROD/PIPE-DEPTH:  7.3 meters
 DH9174_SLEEVE-DEPTH  :  0.9 meters
 DH9174
 DH9174  HISTORY     - Date     Condition        Report By
 DH9174  HISTORY     - 20051018 MONUMENTED       WOOLPT
 DH9174
 DH9174                          STATION DESCRIPTION
 DH9174
 DH9174'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9174'DESCRIBED BY WOOLPERT, INC. 2005 (CRR)
 DH9174' 
 DH9174'THE STATION IS LOCATED 15.3 KM (9.5 MI) SOUTHEAST OF THE CITY OF
 DH9174'BRIGHTON, 4.5 KM (2.8 MI)  NORTH OF DIA CONCOURSE C, AND 0.2 KM (0.1
 DH9174'MI) SOUTHWEST OF THE INTERSECTION OF EAST  114TH AVENUE AND QUEENSBURG
 DH9174'STREET.  OWNERSHIP - CITY AND COUNTY OF DENVER  INTERNATIONAL AIRPORT,
 DH9174'MR. KEN CONLAN, (303)342-8665.
 DH9174' 
 DH9174'TO REACH THE STATION FROM THE INTERSECTION OF EAST 114TH AVENUE AND
 DH9174'QUEENSBURG  STREET, SOUTH ON QUEENSBURG STREET 0.2 KM (0.1 MI) TO THE
 DH9174'STATION ON THE RIGHT.
 DH9174' 
 DH9174'THE STATION IS THE TOP CENTER OF AN  ALUMINUM ROD DRIVEN TO REFUSAL A
 DH9174'DEPTH OF 7.3  M, ENCASED IN A 90 CM LONG GREASED SLEEVE, ENCLOSED IN A
 DH9174'10 INCH PVC PIPE SURROUNDED BY A  CONCRETE COLLAR SET FLUSH WITH THE
 DH9174'GROUND.  IT IS 93 M (305 FT) WEST OF THE WEST EDGE OF  QUEENSBURG
 DH9174'STREET, 1.5 M (5.0 FT) SOUTHEAST OF A T POST, AND 1.5M (5.0 FT)
 DH9174'SOUTHWEST OF A  T  POST WITH A 4.0 FOOT TALL PVC PIPE COVER.
 DH9174' 
 DH9174'NOTE--NO STAMPING ON CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1963 ***********************************************************************
 KK1963  DESIGNATION -  CHEESMAN
 KK1963  PID         -  KK1963
 KK1963  STATE/COUNTY-  CO/JEFFERSON
 KK1963  USGS QUAD   -  CHEESMAN LAKE (1984)
 KK1963
 KK1963                         *CURRENT SURVEY CONTROL
 KK1963  ___________________________________________________________________
 KK1963* NAD 83(1992)-  39 14 01.64153(N)    105 16 13.80420(W)     ADJUSTED  
 KK1963* NAVD 88     -      2417.7    (meters)    7932.     (feet)  VERTCON   
 KK1963  ___________________________________________________________________
 KK1963  LAPLACE CORR-         -11.32  (seconds)                    DEFLEC99
 KK1963  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 KK1963
 KK1963  HORZ ORDER  -  THIRD
 KK1963
 KK1963.The horizontal coordinates were established by classical geodetic methods
 KK1963.and adjusted by the National Geodetic Survey in January 1993..
 KK1963
 KK1963.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1963
 KK1963.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1963
 KK1963.The geoid height was determined by GEOID03.
 KK1963
 KK1963;                    North         East     Units Scale Factor Converg.
 KK1963;SPC CO C     -   460,286.940   934,215.659   MT  0.99993859   +0 08 41.1
 KK1963;SPC CO C     - 1,510,124.74  3,065,005.87   sFT  0.99993859   +0 08 41.1
 KK1963;UTM  13      - 4,342,755.812   476,654.090   MT  0.99960671   -0 10 15.9
 KK1963
 KK1963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1963!SPC CO C     -   0.99962308  x   0.99993859  =   0.99956170
 KK1963!UTM  13      -   0.99962308  x   0.99960671  =   0.99922994
 KK1963
 KK1963:                Primary Azimuth Mark                     Grid Az
 KK1963:SPC CO C     -  THUNDER                                  137 20 56.2
 KK1963:UTM  13      -  THUNDER                                  137 39 53.2
 KK1963
 KK1963|---------------------------------------------------------------------|
 KK1963| PID    Reference Object                     Distance      Geod. Az  |
 KK1963|                                                           dddmmss.s |
 KK1963| KK1953 THUNDER                             APPROX. 9.3 KM 1372937.3 |
 KK1963|---------------------------------------------------------------------|
 KK1963
 KK1963                          SUPERSEDED SURVEY CONTROL
 KK1963
 KK1963  NAD 83(1986)-  39 14 01.63565(N)    105 16 13.80625(W) AD(       ) 3
 KK1963  NAD 27      -  39 14 01.67249(N)    105 16 11.82618(W) AD(       ) 3
 KK1963  NGVD 29 (07/19/86) 2416.5    (m)         7928.     (f) VERT ANG       
 KK1963
 KK1963.Superseded values are not recommended for survey control.
 KK1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1963.See file dsdata.txt to determine how the superseded data were derived.
 KK1963
 KK1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7665442756(NAD 83)
 KK1963_MARKER: DD = SURVEY DISK
 KK1963_SETTING: 0 = UNSPECIFIED SETTING
 KK1963_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1963
 KK1963  HISTORY     - Date     Condition        Report By
 KK1963  HISTORY     - 1944     MONUMENTED       USGS
 KK1963  HISTORY     - 1956     GOOD             USGS
 KK1963
 KK1963                          STATION DESCRIPTION
 KK1963
 KK1963'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 KK1963'TO REACH FROM DECKERS, GO W. ALONG STATE HIGHWAY 126 2.0 MI., THEN
 KK1963'SW. ALONG RD. TO CHEESMAN LAKE 2.2 MI. AND END OF TRUCK TRAVEL.
 KK1963'PACK E. UP HILL TO EASTERN MOST HIGHEST POINT AND STATION.  STATION
 KK1963'IS LOCATED 80 FT. E. OF LARGE BALANCED ROCK.  ABOUT A 30 MIN. PACK.
 KK1963'
 KK1963'STATION MARK--STANDARD TABLET, STAMPED ---CHEESMAN 1944---.
 KK1963'
 KK1963'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0737 ***********************************************************************
 JJ0737  DESIGNATION -  CHEMUNG
 JJ0737  PID         -  JJ0737
 JJ0737  STATE/COUNTY-  CO/CHEYENNE
 JJ0737  USGS QUAD   -  ARAPAHOE (1982)
 JJ0737
 JJ0737                         *CURRENT SURVEY CONTROL
 JJ0737  ___________________________________________________________________
 JJ0737* NAD 83(1992)-  38 50 43.96643(N)    102 08 02.59869(W)     ADJUSTED  
 JJ0737* NAVD 88     -      1220.53   (+/-2cm)    4004.4    (feet)  VERTCON   
 JJ0737  ___________________________________________________________________
 JJ0737  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 JJ0737  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 JJ0737
 JJ0737  HORZ ORDER  -  THIRD
 JJ0737  VERT ORDER  -  THIRD ? (See Below)
 JJ0737
 JJ0737.The horizontal coordinates were established by classical geodetic methods
 JJ0737.and adjusted by the National Geodetic Survey in January 1993..
 JJ0737
 JJ0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0737.The vertical order pertains to the NGVD 29 superseded value.
 JJ0737
 JJ0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0737
 JJ0737.The geoid height was determined by GEOID03.
 JJ0737
 JJ0737;                    North         East     Units Scale Factor Converg.
 JJ0737;SPC CO C     -   422,575.753 1,206,531.697   MT  0.99994580   +2 07 22.3
 JJ0737;SPC CO C     - 1,386,400.62  3,958,429.41   sFT  0.99994580   +2 07 22.3
 JJ0737;SPC KS N     -    65,051.659    41,235.601   MT  0.99998170   -2 36 56.4
 JJ0737;UTM  13      - 4,303,540.500   748,728.158   MT  1.00036188   +1 47 54.6
 JJ0737
 JJ0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0737!SPC CO C     -   0.99981217  x   0.99994580  =   0.99975798
 JJ0737!SPC KS N     -   0.99981217  x   0.99998170  =   0.99979388
 JJ0737!UTM  13      -   0.99981217  x   1.00036188  =   1.00017399
 JJ0737
 JJ0737|---------------------------------------------------------------------|
 JJ0737| PID    Reference Object                     Distance      Geod. Az  |
 JJ0737|                                                           dddmmss.s |
 JJ0737| CM8642 CHEMUNG RM 1                         30.017 METERS 01515     |
 JJ0737| JH0653 WESKAN GRAIN CO GRAIN ELEVATOR      APPROX.14.6 KM 0793650.3 |
 JJ0737| JJ0030 Z 331                                 3.575 METERS 22920     |
 JJ0737| CM8643 CHEMUNG RM 2                         14.039 METERS 26846     |
 JJ0737| JJ0736 ARAPAHOE SUMMIT CO GRAIN ELEV       APPROX. 3.9 KM 2782300.7 |
 JJ0737| JJ0738 CHEMUNG AZ MK                       APPROX. 0.9 KM 2785137.8 |
 JJ0737|---------------------------------------------------------------------|
 JJ0737
 JJ0737                          SUPERSEDED SURVEY CONTROL
 JJ0737
 JJ0737  NAD 83(1986)-  38 50 43.96490(N)    102 08 02.59757(W) AD(       ) 3
 JJ0737  NAD 27      -  38 50 43.94251(N)    102 08 00.94972(W) AD(       ) 3
 JJ0737  NGVD 29 (07/19/86) 1220.05   (m)         4002.8    (f) LEVELING    3  
 JJ0737
 JJ0737.Superseded values are not recommended for survey control.
 JJ0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0737.See file dsdata.txt to determine how the superseded data were derived.
 JJ0737
 JJ0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD4872803541(NAD 83)
 JJ0737_MARKER: DS = TRIANGULATION STATION DISK
 JJ0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0737
 JJ0737  HISTORY     - Date     Condition        Report By
 JJ0737  HISTORY     - 1954     MONUMENTED       CGS
 JJ0737  HISTORY     - 1968     GOOD             CGS
 JJ0737  HISTORY     - 1977     GOOD             NGS
 JJ0737
 JJ0737                          STATION DESCRIPTION
 JJ0737
 JJ0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0737'STATION IS LOCATED, AIRLINE, ABOUT 2-1/3 MILES EAST OF ARAPAHOE,
 JJ0737'5 MILES WEST OF THE COLORADO-KANSAS STATE LINE AND BETWEEN
 JJ0737'U.S. HIGHWAY 40 AND THE RAILROAD TRACKS.
 JJ0737'
 JJ0737'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE IN
 JJ0737'ARAPAHOE, GO SOUTH FOR 0.15 MILE.  TURN LEFT, EAST, ONTO U.S.
 JJ0737'HIGHWAY 40 AND GO 1.85 MILES TO THE AZIMUTH MARK ON THE RIGHT
 JJ0737'IN THE FENCE LINE.  CONTINUE EAST FOR 0.5 MILE TO A CURVE AND THE
 JJ0737'STATION ON THE LEFT ABOUT 160 FEET NORTH OF THE CENTERLINE OF
 JJ0737'THE HIGHWAY.
 JJ0737'
 JJ0737'STATION MARK, STAMPED CHEMUNG 1954, IS A STANDARD DISK SET IN THE
 JJ0737'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH.
 JJ0737'IT IS 43.0 FEET SOUTH OF THE SOUTH RAILROAD TRACK, 13.0 FEET
 JJ0737'NORTH NORTHEAST OF A TELEPHONE POLE, 12.0 FEET NORTHEAST OF
 JJ0737'A WITNESS POST AND 6.0 FEET NORTH OF A FENCE LINE.
 JJ0737'
 JJ0737'REFERENCE MARK NUMBER 1, STAMPED CHEMUNG NO 1 1954, IS A STANDARD
 JJ0737'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 JJ0737'1 INCH AND IS AT THE SAME LEVEL AS THE STATION.  IT IS ON THE
 JJ0737'NORTH SIDE OF THE RAILROAD RIGHT-OF-WAY, 1.0 FOOT SOUTH OF
 JJ0737'THE FENCE LINE AND 45.0 FEET SOUTHEAST OF THE TELEPHONE POLE
 JJ0737'THAT IS EAST OF MILEPOST 451.
 JJ0737'
 JJ0737'REFERENCE MARK NUMBER 2, STAMPED CHEMUNG NO 2 1954, IS A STANDARD
 JJ0737'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 JJ0737'PROJECTS 1 INCH AND IS AT THE SAME LEVEL AS THE STATION.  IT IS
 JJ0737'1.0 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE LINE AND 2.0 FEET
 JJ0737'NORTHWEST OF A TRIANGULAR CEMENT POST THAT IS IN THE FENCE LINE.
 JJ0737'
 JJ0737'AZIMUTH MARK, STAMPED CHEMUNG 1954, IS A STANDARD DISK SET IN
 JJ0737'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH.
 JJ0737'IT IS 45.0 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 2.0
 JJ0737'FEET EAST OF TELEPHONE POLE NUMBER 1185 AND 1.0 FOOT NORTH OF
 JJ0737'A FENCE LINE.
 JJ0737'
 JJ0737'BM Z331 IS A STANDARD USC AND GS BENCH MARK DISK STAMPED Z 331
 JJ0737'1952, SET IN THE TOP OF A ROUND CONCRETE CYLINDER 12 INCHES IN
 JJ0737'DIAMETER AND FLUSH WITH THE GROUND.  IT IS AT THE SAME LEVEL AS
 JJ0737'THE STATION, 3.0 FEET SOUTH OF THE FENCE LINE AND 3.0 FEET EAST
 JJ0737'OF A WITNESS POST.
 JJ0737'
 JJ0737'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JJ0737
 JJ0737                          STATION RECOVERY (1968)
 JJ0737
 JJ0737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JJ0737'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, BENCH
 JJ0737'MARK Z 331 1952, AND THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY
 JJ0737'DESCRIBED AND FOUND IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 JJ0737'FOR RECOVERY.  A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE
 JJ0737'STATION MARK.
 JJ0737'
 JJ0737'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 JJ0737'
 JJ0737'A METAL WITNESS POST WAS SET 1 FOOT WEST OF BENCH MARK Z 331 1952.
 JJ0737'
 JJ0737'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2-1/2 MILES
 JJ0737'EAST OF ARAPAHOE.
 JJ0737
 JJ0737                          STATION RECOVERY (1977)
 JJ0737
 JJ0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 JJ0737'STATION WAS RECOVERED AND ALL MARKS FOUND TO BE IN GOOD CONDITION.
 JJ0737'ALL MARKS WITH THE EXCEPTION OF THE AZIMUTH MARK ARE BENEATH THE
 JJ0737'GROUND SURFACE.  DISTANCE AND DIRECTION TO THE REFERENCE MARKS
 JJ0737'CHECKED FAIRLY WELL.  DISTANCE TO BENCH MARK Z331 CHECKED ALRIGHT
 JJ0737'BUT THE DIRECTION DID NOT CHECK BY 8 MIN 48 SEC.  MARK DOES NOT
 JJ0737'APEAR TO HAVE BEEN DISTURBED.
 JJ0737'
 JJ0737'STATION LOCATION AND ROUTE TO STATION WAS NOTED TO BE ADEQUATE.
 JJ0737'
 JJ0737'STATION IS A STANDARD STATION MARK DISK, STAMPED CHEMUNG 1954, SET
 JJ0737'IN THE TOP OF A SQUARE CONCRETE MONUMENT ABOUT 3 INCHES BELOW THE
 JJ0737'GROUND SURFACE.  MARK IS 155 FEET NORTH OF THE CENTER OF U.S.
 JJ0737'HIGHWAY 40, 42 FEET SOUTH OF THE SOUTH RAIL OF A RAILROAD TRACK,
 JJ0737'17.5 FEET NORTH-NORTHWEST OF A TELEPHONE LINE POLE, 11 FEET SOUTH
 JJ0737'OF THE CENTER OF A TRACK ROAD AND 1 FOOT WEST OF A METAL WITNESS
 JJ0737'POST.
 JJ0737'
 JJ0737'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED CHEMUNG
 JJ0737'NO 1 1954, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT ABOUT 5
 JJ0737'INCHES BELOW THE GROUND SURFACE.  MARK IS 50 FEET SOUTHEAST OF A
 JJ0737'TELEPHONE LINE POLE, 48 FEET NORTH OF THE NORTH RAIL OF THE
 JJ0737'RAILROAD TRACK AND 1 FOOT WEST OF A METAL WITNESS POST.
 JJ0737'
 JJ0737'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 JJ0737'CHEMUNG NO 2 1954, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 JJ0737'ABOUT 3 INCHES BELOW THE GROUND SURFACE.  MARK IS 45 FEET SOUTH OF
 JJ0737'THE SOUTH RAIL OF THE RAILROAD TRACK, 40.5 FEET WEST-NORTHWEST OF
 JJ0737'A TELEPHONE LINE POLE AND 1 FOOT EAST OF A METAL WITNESS POST.
 JJ0737'
 JJ0737'BENCH MARK Z331 IS A STANDARD BENCH MARK DISK, STAMPED Z331 1952,
 JJ0737'SET IN THE TOP OF A ROUND CONCRETE MONUMENT ABOUT 2 INCHES BELOW
 JJ0737'THE GROUND SURFACE.  MARK IS 48 FEET SOUTH OF THE SOUTH RAIL OF THE
 JJ0737'RAILROAD TRACK, 8 FEET NORTH OF A TELEPHONE LINE POLE AND 1 FOOT
 JJ0737'EAST OF A METAL WITNESS POST.
 JJ0737'
 JJ0737'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED CHEMUNG 1954,
 JJ0737'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 1
 JJ0737'INCH.  MARK IS 50 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 40, 8
 JJ0737'FEET WEST OF A METAL WITNESS POST AND 3 FEET NORTH OF THE NORTH
 JJ0737'EDGE OF A CULTIVATED FIELD.
 JJ0737'
 JJ0737'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.35 MILES EAST
 JJ0737'OF ARAPAHOE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2071 ***********************************************************************
 KK2071  DESIGNATION -  CHERRY
 KK2071  PID         -  KK2071
 KK2071  STATE/COUNTY-  CO/DOUGLAS
 KK2071  USGS QUAD   -  CHERRY VALLEY SCHOOL (1969)
 KK2071
 KK2071                         *CURRENT SURVEY CONTROL
 KK2071  ___________________________________________________________________
 KK2071* NAD 83(1992)-  39 13 10.44278(N)    104 43 34.94748(W)     ADJUSTED  
 KK2071* NAVD 88     -      2177.     (meters)    7142.     (feet)  SCALED    
 KK2071  ___________________________________________________________________
 KK2071  LAPLACE CORR-          -6.93  (seconds)                    DEFLEC99
 KK2071  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 KK2071
 KK2071  HORZ ORDER  -  THIRD
 KK2071
 KK2071.The horizontal coordinates were established by classical geodetic methods
 KK2071.and adjusted by the National Geodetic Survey in January 1993..
 KK2071
 KK2071.The orthometric height was scaled from a topographic map.
 KK2071
 KK2071.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2071
 KK2071.The geoid height was determined by GEOID03.
 KK2071
 KK2071;                    North         East     Units Scale Factor Converg.
 KK2071;SPC CO C     -   458,967.545   981,205.677   MT  0.99993804   +0 29 16.5
 KK2071;SPC CO C     - 1,505,796.02  3,219,172.29   sFT  0.99993804   +0 29 16.5
 KK2071;UTM  13      - 4,341,178.340   523,620.344   MT  0.99960687   +0 10 22.8
 KK2071
 KK2071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2071!SPC CO C     -   0.99966121  x   0.99993804  =   0.99959927
 KK2071!UTM  13      -   0.99966121  x   0.99960687  =   0.99926821
 KK2071
 KK2071                          SUPERSEDED SURVEY CONTROL
 KK2071
 KK2071  NAD 83(1986)-  39 13 10.43662(N)    104 43 34.94636(W) AD(       ) 3
 KK2071
 KK2071.Superseded values are not recommended for survey control.
 KK2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2071.See file dsdata.txt to determine how the superseded data were derived.
 KK2071
 KK2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED2362041178(NAD 83)
 KK2071_MARKER: DD = SURVEY DISK
 KK2071_SETTING: 66 = SET IN ROCK OUTCROP
 KK2071_SP_SET: SET IN ROCK OUTCROP
 KK2071_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK2071+STABILITY: POSITION/ELEVATION WELL
 KK2071
 KK2071  HISTORY     - Date     Condition        Report By
 KK2071  HISTORY     - 1938     MONUMENTED       USGS
 KK2071  HISTORY     - 1961     GOOD             CGS
 KK2071
 KK2071                          STATION DESCRIPTION
 KK2071
 KK2071'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KK2071'STATION ABOUT 1.4 MI. N. OF CHERRY SCHOOL, IN SE. 1/4 OF SEC. 36,
 KK2071'T 9 S, R 66 W, ON W. END OF HIGHEST HILL IN THIS IMMEDIATE VICINITY,
 KK2071'ABOUT 230 FT. E. OF W. EDGE AND ABOUT 25 FT. W. AND 3 FT. LOWER THAN
 KK2071'HIGHEST POINT.
 KK2071'
 KK2071'STATION MARK--STANDARD TABLET STAMPED ---CHERRY 1938---, SET IN ROCK
 KK2071'OUTCROP FLUSH WITH SURFACE OF GROUND.
 KK2071'
 KK2071'REFERENCE MARK NO. 1--STANDARD TABLET SET IN ROCK OUTCROP, 37.40 FT.
 KK2071'FROM STATION MARK, S 19 DEG 32 MIN W.
 KK2071'
 KK2071'REFERENCE MARK NO. 2--STANDARD TABLET SET IN ROCK OUTCROP, 49.00 FT.
 KK2071'FROM STATION MARK, N 73 DEG 14 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5260 ***********************************************************************
 AE5260  DESIGNATION -  CHERRY CREEK CBL 1200
 AE5260  PID         -  AE5260
 AE5260  STATE/COUNTY-  CO/ARAPAHOE
 AE5260  USGS QUAD   -  PARKER (1994)
 AE5260
 AE5260                         *CURRENT SURVEY CONTROL
 AE5260  ___________________________________________________________________
 AE5260* NAD 83(1992)-  39 36 47.37617(N)    104 50 51.94005(W)     ADJUSTED  
 AE5260* NAVD 88     -      1716.7    (meters)    5632.     (feet)  GPS OBS   
 AE5260  ___________________________________________________________________
 AE5260  X           -  -1,261,145.850 (meters)                     COMP
 AE5260  Y           -  -4,757,185.226 (meters)                     COMP
 AE5260  Z           -   4,046,073.662 (meters)                     COMP
 AE5260  LAPLACE CORR-          -5.06  (seconds)                    DEFLEC99
 AE5260  ELLIP HEIGHT-        1699.44  (meters)          (12/03/02) GPS OBS
 AE5260  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 AE5260
 AE5260  HORZ ORDER  -  FIRST
 AE5260  ELLP ORDER  -  FOURTH    CLASS II
 AE5260
 AE5260.The horizontal coordinates were established by GPS observations
 AE5260.and adjusted by the National Geodetic Survey in January 1998..
 AE5260
 AE5260.The orthometric height was determined by GPS observations and a
 AE5260.high-resolution geoid model.
 AE5260
 AE5260.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5260
 AE5260.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5260
 AE5260.The ellipsoidal height was determined by GPS observations
 AE5260.and is referenced to NAD 83.
 AE5260
 AE5260.The geoid height was determined by GEOID03.
 AE5260
 AE5260;                    North         East     Units Scale Factor Converg.
 AE5260;SPC CO C     -   502,580.111   970,410.206   MT  0.99997579   +0 24 40.9
 AE5260;SPC CO C     - 1,648,881.58  3,183,754.15   sFT  0.99997579   +0 24 40.9
 AE5260;UTM  13      - 4,384,834.273   513,068.100   MT  0.99960210   +0 05 49.4
 AE5260
 AE5260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5260!SPC CO C     -   0.99973345  x   0.99997579  =   0.99970925
 AE5260!UTM  13      -   0.99973345  x   0.99960210  =   0.99933566
 AE5260
 AE5260                          SUPERSEDED SURVEY CONTROL
 AE5260
 AE5260  ELLIP H (01/12/98) 1699.50   (m)                       GP(       ) 4 1
 AE5260
 AE5260.Superseded values are not recommended for survey control.
 AE5260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5260.See file dsdata.txt to determine how the superseded data were derived.
 AE5260
 AE5260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED1306884834(NAD 83)
 AE5260_MARKER: DQ = CALIBRATION BASE LINE DISK
 AE5260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5260_STAMPING: CHERRY CREEK 1200 1997
 AE5260_MARK LOGO: NGS   
 AE5260_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE5260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5260+STABILITY: SURFACE MOTION
 AE5260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5260+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE5260
 AE5260  HISTORY     - Date     Condition        Report By
 AE5260  HISTORY     - 1997     MONUMENTED       NGS
 AE5260  HISTORY     - 19891106 GOOD             NGS
 AE5260
 AE5260                          STATION DESCRIPTION
 AE5260
 AE5260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AE5260'THE STATION IS LOCATED ABOUT 8 MI (12.9 KM) NORTHWEST OF PARKER, 3 MI
 AE5260'(4.8 KM) NORTH OF CENTENNIAL AIRPORT AND 2.4 MI (3.9 KM) SOUTHEAST OF
 AE5260'THE CENTER OF CHERRY CREEK DAM, IN THE SOUTHWEST 1/4 OF SECTION 13, T
 AE5260'5 S, R 67 W.  OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY  TO REACH THE
 AE5260'STATION FROM THE INTERSECTION OF EAST ARAPAHOE ROAD AND SOUTH PEORIA
 AE5260'STREET, GO NORTH ON SOUTH PEORIA STREET FOR 1.2 MI (1.9 KM) TO THE
 AE5260'STATION ON THE RIGHT.  TO REACH THE STATION FROM THE INTERSECTION OF
 AE5260'BELLEVIEW AVENUE AND SOUTH PEORIA STREET, GO SOUTH ON PEORIA FOR 0.8
 AE5260'MI (1.3 KM) TO THE STATION ON THE LEFT.  IT IS 0.2 MI (0.3 KM) NORTH
 AE5260'OF THE INTERSECTION OF SOUTH PEORIA STREET AND CHERRY CREEK DRIVE  THE
 AE5260'DISK IS A STANDARD CALIBRATION BASELINE DISK SET IN A 0.7 M (2.3 FT)
 AE5260'ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 56.2 M (184.4 FT)
 AE5260'SOUTH FROM A DOUBLE WOODEN BRACE POLE IN THE RIGHT-OF-WAY FENCE, 12.5
 AE5260'M (41.0 FT) EAST FROM THE CENTER LINE OF SOUTH PEORIA STREET, 8.4 M
 AE5260'(27.6 FT) NORTHEAST FROM A POWER POLE, 2.9 M (9.5 FT) WEST FROM A
 AE5260'WITNESS POST AND RIGHT-OF-WAY FENCE AND ABOUT 0.6 M (2.0 FT) BELOW THE
 AE5260'SOUTH PEORIA STREET.
 AE5260
 AE5260                          STATION RECOVERY (1989)
 AE5260
 AE5260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 AE5260'THE BASE LINE IS LOCATED ON THE SOUTH SIDE OF DENVER ON THE SOUTH SIDE
 AE5260'OF THE CHERRY CREEK LAKE STATE RECREATION AREA AND ABOUT 4.6 KM (2.8
 AE5260'MI) EAST OF I-25 AT THE INTERSECTION OF EAST BELLEVIEW AVENUE AND
 AE5260'SOUTH PEORIA STREET.  THE BASE LINE IS A NORTH-SOUTH LINE WITH THE
 AE5260'0-METER POINT ON THE NORTH END.  IT CONSISTS OF THE 0, 150, 450, AND
 AE5260'1200 METER POINTS.  THERE IS NO 100 FT. TAPE CALIBRATION MARK.
 AE5260' 
 AE5260'TO REACH THE 0-METER POINT FROM THE INTERSECTION OF I-25 AND EAST
 AE5260'BELLEVIEW AVENUE (EXIT 199) ON THE SOUTH SIDE OF DENVER, GO EAST ON
 AE5260'EAST BELLEVIEW AVENUE FOR 4.61 KM (2.86 MI) TO THE INTERSECTION OF
 AE5260'EAST BELLEVIEW AVENUE (JORDAN ROAD) AND SOUTH PEORIA STREET.  TURN
 AE5260'RIGHT ON SOUTH PEORIA AND THE 0-METER POINT ON THE LEFT NEAR THE EAST
 AE5260'ROW FENCE OF SOUTH PEORIA STREET.
 AE5260' 
 AE5260'THE 1200-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 AE5260'STAMPED--CHERRY CREEK 1200 1997--, SET IN THE TOP OF A 70 CM (28 IN)
 AE5260'DIAMETER CONCRETE MONUMENT FLUSH WITH THE SURFACE OF THE GROUND.  IT
 AE5260'IS 2.9 M (9.5 FT) WEST OF A WITNESS POST AND ROW FENCE, 8.4 M (27.6
 AE5260'FT) NORTHEAST OF A POWER POLE, 12.5 M (41.0 FT) EAST OF THE CENTERLINE
 AE5260'OF SOUTH PEORIA STREET, AND 56.2 M (184.4 FT) SOUTH OF A DOUBLE WOODEN
 AE5260'BRACE POLE IN ROW FENCE.
 AE5260' 
 AE5260'USER NOTES - CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 AE5260'ELEVATIONS ARE FOR CBL USE ONLY.  FOR INTERVISIBILITY BETWEEN ALL BASE
 AE5260'LINE POINTS, SET TRIPODS OVER THE MARKS AT APPROXIMATELY THE FOLLOWING
 AE5260'HEIGHTS, 0 METER POINT AT 1.38 M (4.53 FT), 150 METER POINT AT 1.36 M
 AE5260'(4.46 FT), 450 METER POINT AT 1.35 M (4.43 FT) AND THE 1200 M POINT AT
 AE5260'1.37 M (4.49 FT).
 AE5260' 
 AE5260'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE COLORADO
 AE5260'DEPARTMENT OF TRANSPORTATION AND THE PROFESSIONAL LAND SURVEYORS OF
 AE5260'COLORADO.
 AE5260' 
 AE5260'FOR MORE INFORMATION PLEASE CONTACT MR JERRY JOHNSON, COLORADO
 AE5260'DEPARTMENT OF TRANSPORTATION, AT (303) 757-9265 OR MR RICHARD COHEN,
 AE5260'NATIONAL GEODETIC SURVEY, AT (303) 758-9197.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1711 ***********************************************************************
 KK1711  DESIGNATION -  CHERRY HILLS
 KK1711  PID         -  KK1711
 KK1711  STATE/COUNTY-  CO/ARAPAHOE
 KK1711  USGS QUAD   -  ENGLEWOOD (1997)
 KK1711
 KK1711                         *CURRENT SURVEY CONTROL
 KK1711  ___________________________________________________________________
 KK1711* NAD 83(1992)-  39 38 32.29946(N)    104 55 05.08466(W)     ADJUSTED  
 KK1711* NAVD 88     -      1719.9    (meters)    5643.     (feet)  VERTCON   
 KK1711  ___________________________________________________________________
 KK1711  LAPLACE CORR-          -6.12  (seconds)                    DEFLEC99
 KK1711  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 KK1711
 KK1711  HORZ ORDER  -  SECOND
 KK1711
 KK1711.The horizontal coordinates were established by classical geodetic methods
 KK1711.and adjusted by the National Geodetic Survey in January 1993..
 KK1711
 KK1711.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1711
 KK1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1711
 KK1711.The geoid height was determined by GEOID03.
 KK1711
 KK1711;                    North         East     Units Scale Factor Converg.
 KK1711;SPC CO C     -   505,774.894   964,351.296   MT  0.99998047   +0 22 01.2
 KK1711;SPC CO C     - 1,659,363.13  3,163,875.88   sFT  0.99998047   +0 22 01.2
 KK1711;UTM  13      - 4,388,061.051   507,029.096   MT  0.99960061   +0 03 08.2
 KK1711
 KK1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1711!SPC CO C     -   0.99973294  x   0.99998047  =   0.99971342
 KK1711!UTM  13      -   0.99973294  x   0.99960061  =   0.99933366
 KK1711
 KK1711|---------------------------------------------------------------------|
 KK1711| PID    Reference Object                     Distance      Geod. Az  |
 KK1711|                                                           dddmmss.s |
 KK1711| KK1713 CHERRY HILLS RM 1                    10.088 METERS 11721     |
 KK1711| KK1710 CHERRY HILLS AZ MK                  APPROX. 0.8 KM 1225340.0 |
 KK1711| KK1712 CHERRY HILLS AZ MK OFFSET            12.570 METERS 12253     |
 KK1711| CP6804 CHERRY HILLS RM 2                     9.890 METERS 33335     |
 KK1711|---------------------------------------------------------------------|
 KK1711
 KK1711                          SUPERSEDED SURVEY CONTROL
 KK1711
 KK1711  NAD 83(1986)-  39 38 32.29502(N)    104 55 05.08390(W) AD(       ) 2
 KK1711  NAD 27      -  39 38 32.33806(N)    104 55 03.15661(W) AD(       ) 2
 KK1711  NGVD 29 (07/19/86) 1719.0    (m)         5640.     (f) VERT ANG       
 KK1711
 KK1711.Superseded values are not recommended for survey control.
 KK1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1711.See file dsdata.txt to determine how the superseded data were derived.
 KK1711
 KK1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED0702988061(NAD 83)
 KK1711_MARKER: DS = TRIANGULATION STATION DISK
 KK1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK1711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1711+STABILITY: SURFACE MOTION
 KK1711
 KK1711  HISTORY     - Date     Condition        Report By
 KK1711  HISTORY     - 1977     MONUMENTED       NGS
 KK1711
 KK1711                          STATION DESCRIPTION
 KK1711
 KK1711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1711'THE STATION IS LOCATED IN CHERRY HILLS VILLAGE, ABOUT 10 MILES
 KK1711'SOUTHEAST OF DOWNTOWN DENVER, 1/2 MILE SOUTHEAST OF THE
 KK1711'THOMAS JEFFERSON HIGH SCHOOL, 3/4 MILE NORTHWEST OF THE
 KK1711'JUNCTION OF INTERSTATE HIGHWAYS 25 AND 225, 3/4 MILE
 KK1711'SOUTH OF THE INTERSECTION OF INTERSTATE HIGHWAY 25 AND
 KK1711'U.S. HIGHWAY 285 (HAMPTON AVENUE) AND ON THE HAPPY CANYON
 KK1711'ROAD RIGHT-OF-WAY, IN A GRASSY STRIP BETWEEN THE PAVEMENT AND
 KK1711'A PROPERTY FENCE.
 KK1711'
 KK1711'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 KK1711'25 AND U.S. HIGHWAY 285 (HAMPTON AVENUE), GO WEST ON HIGHWAY
 KK1711'285 FOR 0.65 MILE TO A TRAFFIC LIGHT. TURN SHARP LEFT AND GO
 KK1711'SOUTHEAST ON HAPPY CANYON ROAD 1.0 MILE TO HILLCREST DRIVE
 KK1711'ON THE LEFT. CONTINUE 100 FEET TO THE STATION ON THE
 KK1711'RIGHT.  TO REACH THE AZIMUTH MARK FROM THE STATION,
 KK1711'CONTINUE SOUTHEAST ON HAPPY CANYON ROAD FOR 0.35 MILE
 KK1711'TO EAST QUINCY AVENUE.  TURN LEFT AND GO EAST 0.15 MILE TO
 KK1711'THE WEST END OF A BRIDGE OVER INTERSTATE HIGHWAY 25 AND
 KK1711'THE MARK ON THE RIGHT.
 KK1711'
 KK1711'STATION MARKS, STAMPED---CHERRY HILLS 1977---, ARE
 KK1711'STANDARD DISKS.
 KK1711'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KK1711'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS 97 FEET
 KK1711'SOUTHEAST OF THE EXTENDED CENTERLINE OF HILLCREST DRIVE, 32.5
 KK1711'FEET SOUTHWEST OF THE CENTERLINE OF HAPPY CANYON ROAD, 72.5
 KK1711'FEET NORTHWEST OF AN UNDERGROUND TELEPHONE LINE JUNCTION BOX,
 KK1711'8.1 FEET NORTHEAST OF A PICKET FENCE, AND 8.3 FEET SOUTHEAST
 KK1711'OF UTILITY POLE NUMBER 7. THE UNDERGROUND MARK IS SET IN AN
 KK1711'IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 KK1711'SURFACE.
 KK1711'
 KK1711'REFERENCE MARK 1, STAMPED---CHERRY HILLS NO 1 1977---, IS A
 KK1711'STANDARD DISK SET IN THE TOP OF A CONCRETE CURB. IT IS 22 FEET
 KK1711'SOUTHWEST OF THE CENTERLINE OF HAPPY CANYON ROAD, 18 FEET
 KK1711'NORTHEAST OF A PICKET FENCE, 42.5 FEET NORTH-NORTHWEST
 KK1711'OF THE UNDERGROUND TELEPHONE LINE JUNCTION BOX, AND 41.2
 KK1711'FEET EAST-SOUTHEAST OF UTILITY POLE NUMBER 7.
 KK1711'
 KK1711'REFERENCE MARK 2, STAMPED---CHERRY HILLS NO 2 1977---, IS A
 KK1711'STANDARD DISK SET IN THE TOP OF A CONCRETE CURB. IT IS 22 FEET
 KK1711'SOUTHWEST OF THE CENTERLINE OF HAPPY CANYON ROAD, 18 FEET
 KK1711'NORTHEAST OF A PICKET FENCE, AND 22.5 FEET NORTH OF UTILITY
 KK1711'POLE NUMBER 7.
 KK1711'
 KK1711'AZIMUTH MARK, STAMPED---CHERRY HILLS 1977---, IS A STANDARD
 KK1711'DISK SET IN A CONCRETE SIDEWALK ON A BRIDGE. IT IS 28.5 FEET
 KK1711'SOUTH OF THE CENTERLINE OF EAST QUINCY AVENUE, 2.5 FEET NORTH-
 KK1711'NORTHEAST OF THE WESTERN-MOST FENCE POST OF A CYCLONE FENCE
 KK1711'ACROSS THE BRIDGE, 2.2 FEET EAST OF THE WEST
 KK1711'END OF THE SIDEWALK
 KK1711'AND 2.0 FEET SOUTH OF THE CURB BETWEEN THE STREET AND SIDEWALK.
 KK1711'
 KK1711'HEIGHT OF LIGHT ABOVE THE MARK WAS 1.0 METER.
 KK1711'A 1/2-INCH REINFORCEMENT ROD WAS SET AT THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1710 ***********************************************************************
 KK1710  DESIGNATION -  CHERRY HILLS AZ MK
 KK1710  PID         -  KK1710
 KK1710  STATE/COUNTY-  CO/DENVER
 KK1710  USGS QUAD   -  ENGLEWOOD (1997)
 KK1710
 KK1710                         *CURRENT SURVEY CONTROL
 KK1710  ___________________________________________________________________
 KK1710* NAD 83(1992)-  39 38 18.87268(N)    104 54 38.23680(W)     ADJUSTED  
 KK1710* NAVD 88     -      1720.9    (meters)    5646.     (feet)  VERTCON   
 KK1710  ___________________________________________________________________
 KK1710  LAPLACE CORR-          -5.93  (seconds)                    DEFLEC99
 KK1710  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 KK1710
 KK1710  HORZ ORDER  -  SECOND
 KK1710
 KK1710.The horizontal coordinates were established by classical geodetic methods
 KK1710.and adjusted by the National Geodetic Survey in January 1993..
 KK1710
 KK1710.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1710
 KK1710.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1710
 KK1710.The geoid height was determined by GEOID03.
 KK1710
 KK1710;                    North         East     Units Scale Factor Converg.
 KK1710;SPC CO C     -   505,364.942   964,994.113   MT  0.99997986   +0 22 18.2
 KK1710;SPC CO C     - 1,658,018.15  3,165,984.85   sFT  0.99997986   +0 22 18.2
 KK1710;UTM  13      - 4,387,647.731   507,669.408   MT  0.99960072   +0 03 25.3
 KK1710
 KK1710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1710!SPC CO C     -   0.99973279  x   0.99997986  =   0.99971265
 KK1710!UTM  13      -   0.99973279  x   0.99960072  =   0.99933361
 KK1710
 KK1710                          SUPERSEDED SURVEY CONTROL
 KK1710
 KK1710  NAD 83(1986)-  39 38 18.86818(N)    104 54 38.23607(W) AD(       ) 2
 KK1710  NAD 27      -  39 38 18.91101(N)    104 54 36.30957(W) AD(       ) 2
 KK1710  NGVD 29 (07/19/86) 1720.0    (m)         5643.     (f) VERT ANG       
 KK1710
 KK1710.Superseded values are not recommended for survey control.
 KK1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1710.See file dsdata.txt to determine how the superseded data were derived.
 KK1710
 KK1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED0766987648(NAD 83)
 KK1710_MARKER: DZ = AZIMUTH MARK DISK
 KK1710_SETTING: 0 = UNSPECIFIED SETTING
 KK1710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1710
 KK1710  HISTORY     - Date     Condition        Report By
 KK1710  HISTORY     - 1977     MONUMENTED       NGS
 KK1710  HISTORY     - 20060806 MARK NOT FOUND   USPSQD
 KK1710
 KK1710                          STATION DESCRIPTION
 KK1710
 KK1710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1710'THE STATION IS LOCATED JUST EAST OF CHERRY HILLS VILLAGE, ABOUT
 KK1710'10 MILES SOUTHEAST OF DOWNTOWN DENVER, 1-1/4 MILES SOUTHEAST OF
 KK1710'THE JUNCTION OF INTERSTATE HIGHWAY 25 AND U.S. HIGHWAY 285
 KK1710'(HAMPTON AVENUE), 1 MILE SOUTHEAST OF THE THOMAS JEFFERSON HIGH
 KK1710'SCHOOL, 1/4 MILE NORTHWEST OF THE INTERSECTION OF INTERSTATE
 KK1710'HIGHWAYS 25 AND 225 AND IN A SIDEWALK ON A BRIDGE
 KK1710'OVER INTERSTATE HIGHWAY 25.
 KK1710'
 KK1710'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 KK1710'HIGHWAY 25 AND U.S. HIGHWAY 285 (HAMPTON AVENUE)
 KK1710'IN CHERRY HILLS VILLAGE, GO WEST ON
 KK1710'HIGHWAY 285 FOR 0.65 MILE TO A TRAFFIC LIGHT. TURN SHARP LEFT
 KK1710'AND GO SOUTHEAST ON HAPPY CANYON ROAD 1.4 MILES TO EAST QUINCY
 KK1710'AVENUE.  TURN LEFT AND GO EAST 0.15 MILE TO THE WEST END
 KK1710'OF A BRIDGE OVER INTERSTATE HIGHWAY 25 AND THE MARK ON THE
 KK1710'RIGHT.
 KK1710'
 KK1710'STATION MARK, STAMPED---CHERRY HILLS 1977---, IS A STANDARD
 KK1710'AZIMUTH MARK
 KK1710'DISK SET IN A CONCRETE SIDEWALK ON A BRIDGE. IT IS 28.5 FEET
 KK1710'SOUTH OF THE CENTERLINE OF QUINCY AVENUE, 2.5 FEET NORTH-
 KK1710'NORTHEAST OF THE WESTERN-MOST FENCE POST OF A CYCLONE FENCE
 KK1710'ACROSS THE BRIDGE, 2.2 FEET EAST OF THE WEST END OF THE
 KK1710'SIDEWALK, AND 2.0 FEET SOUTH OF THE CURB BETWEEN THE STREET AND
 KK1710'SIDEWALK.
 KK1710'
 KK1710'AN ELECTRONIC DISTANCE MEASUREMENT TRAVERSE TIE WAS
 KK1710'MADE FROM TRAVERSE STATION---CHERRY HILLS---.
 KK1710'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.0 METERS.
 KK1710
 KK1710                          STATION RECOVERY (2006)
 KK1710
 KK1710'RECOVERY NOTE BY US POWER SQUADRON 2006 (PDF)
 KK1710'MARK NOT FOUND. ORIGINAL BRIDGE HAS BEEN REPLACED WITH A NEW BRIDGE
 KK1710'AND A SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6474 ***********************************************************************
 AE6474  DESIGNATION -  CHEVY
 AE6474  PID         -  AE6474
 AE6474  STATE/COUNTY-  CO/WELD
 AE6474  USGS QUAD   -  FREDERICK (1994)
 AE6474
 AE6474                         *CURRENT SURVEY CONTROL
 AE6474  ___________________________________________________________________
 AE6474* NAD 83(1992)-  40 05 15.87379(N)    104 59 05.34132(W)     ADJUSTED  
 AE6474* NAVD 88     -      1523.3    (meters)    4998.     (feet)  GPS OBS   
 AE6474  ___________________________________________________________________
 AE6474  X           -  -1,263,750.684 (meters)                     COMP
 AE6474  Y           -  -4,721,385.936 (meters)                     COMP
 AE6474  Z           -   4,086,413.685 (meters)                     COMP
 AE6474  LAPLACE CORR-          -8.51  (seconds)                    DEFLEC99
 AE6474  ELLIP HEIGHT-        1505.81  (meters)          (12/03/02) GPS OBS
 AE6474  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 AE6474
 AE6474  HORZ ORDER  -  FIRST
 AE6474  ELLP ORDER  -  FOURTH    CLASS II
 AE6474
 AE6474.The horizontal coordinates were established by GPS observations
 AE6474.and adjusted by the National Geodetic Survey in February 1998..
 AE6474
 AE6474.The orthometric height was determined by GPS observations and a
 AE6474.high-resolution geoid model.
 AE6474
 AE6474.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE6474
 AE6474.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE6474
 AE6474.The ellipsoidal height was determined by GPS observations
 AE6474.and is referenced to NAD 83.
 AE6474
 AE6474.The geoid height was determined by GEOID03.
 AE6474
 AE6474;                    North         East     Units Scale Factor Converg.
 AE6474;SPC CO N     -   388,690.297   958,336.963   MT  0.99996087   +0 19 58.4
 AE6474;SPC CO N     - 1,275,228.08  3,144,143.85   sFT  0.99996087   +0 19 58.4
 AE6474;UTM  13      - 4,437,495.987   501,294.353   MT  0.99960002   +0 00 35.2
 AE6474
 AE6474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE6474!SPC CO N     -   0.99976383  x   0.99996087  =   0.99972471
 AE6474!UTM  13      -   0.99976383  x   0.99960002  =   0.99936394
 AE6474
 AE6474                          SUPERSEDED SURVEY CONTROL
 AE6474
 AE6474  ELLIP H (02/12/98) 1505.85   (m)                       GP(       ) 3 2
 AE6474
 AE6474.Superseded values are not recommended for survey control.
 AE6474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6474.See file dsdata.txt to determine how the superseded data were derived.
 AE6474
 AE6474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE0129437496(NAD 83)
 AE6474_MARKER: I = METAL ROD
 AE6474_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE6474_STAMPING: CHEVY 1992
 AE6474_MARK LOGO: NGS   
 AE6474_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6474+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AE6474
 AE6474  HISTORY     - Date     Condition        Report By
 AE6474  HISTORY     - 1992     MONUMENTED       NGS
 AE6474
 AE6474                          STATION DESCRIPTION
 AE6474
 AE6474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RSC)
 AE6474'THE STATION IS LOCATED ABOUT 9 MI (14.5 KM) WEST OF FORT LUPTON, 3 MI
 AE6474'(4.8 KM) SOUTHWEST OF FIRESTONE AND 2 MI (3.2 KM) WEST OF DACONO, IN
 AE6474'THE NORTHEAST 1/4 OF SECTION 3, T 1 N, R 68 W, AT STATE HIGHWAY 52
 AE6474'MILEPOST 10.9.  OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION
 AE6474'RIGHT-OF-WAY TO REACH THE STATION FROM THE CENTER OF THE OVERPASS OF
 AE6474'INTERSTATE 25, EXIT 235, AND STATE HIGHWAY 52, GO WEST ON STATE
 AE6474'HIGHWAY 52 FOR 0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT THE
 AE6474'STATION IS A PUNCH HOLE TOP CENTER IN A STEEL ROD IN A GREASED SLEEVE
 AE6474'ENCASED IN A PVC PIPE WITH A LOGO CAP SET IN A CONCRETE POST FLUSH
 AE6474'WITH THE GROUND.  IT IS 201.6 FT (61.4 M) WEST OF THE NORTHWEST CORNER
 AE6474'OF A SMALL DEPT.  OF TRANSPORTATION BUILDING, 109.3 FT (33.3 M) EAST
 AE6474'OF A POWER POLE, 99.7 FT (30.4 M) WEST OF A POWER POLE, 60.0 FT (18.3
 AE6474'M) NORTH OF THE CENTER LINE OF STATE HIGHWAY 52, 8.1 FT (2.5 M)
 AE6474'EAST-SOUTHEAST OF A GATE POST, 3.2 FT (1.0 M) SOUTH OF A RIGHT-OF-WAY
 AE6474'FENCE, 2.4 FT (0.7 M) EAST-NORTHEAST OF A WITNESS POST AND ABOUT 4 FT
 AE6474'(1.2 M) BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0758 ***********************************************************************
 JJ0758  DESIGNATION -  CHEYENNE
 JJ0758  PID         -  JJ0758
 JJ0758  STATE/COUNTY-  CO/CHEYENNE
 JJ0758  USGS QUAD   -  CHEYENNE WELLS (1982)
 JJ0758
 JJ0758                         *CURRENT SURVEY CONTROL
 JJ0758  ___________________________________________________________________
 JJ0758* NAD 83(1992)-  38 49 19.35758(N)    102 21 05.91735(W)     ADJUSTED  
 JJ0758* NAVD 88     -      1280.     (meters)    4199.     (feet)  SCALED    
 JJ0758  ___________________________________________________________________
 JJ0758  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 JJ0758  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 JJ0758
 JJ0758  HORZ ORDER  -  SECOND
 JJ0758
 JJ0758.The horizontal coordinates were established by classical geodetic methods
 JJ0758.and adjusted by the National Geodetic Survey in January 1993..
 JJ0758
 JJ0758.The orthometric height was scaled from a topographic map.
 JJ0758
 JJ0758.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0758
 JJ0758.The geoid height was determined by GEOID03.
 JJ0758
 JJ0758;                    North         East     Units Scale Factor Converg.
 JJ0758;SPC CO C     -   419,291.314 1,187,745.439   MT  0.99994770   +1 59 08.3
 JJ0758;SPC CO C     - 1,375,624.92  3,896,794.83   sFT  0.99994770   +1 59 08.3
 JJ0758;UTM  13      - 4,300,361.374   729,916.849   MT  1.00025099   +1 39 39.6
 JJ0758
 JJ0758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0758!SPC CO C     -   0.99980287  x   0.99994770  =   0.99975058
 JJ0758!UTM  13      -   0.99980287  x   1.00025099  =   1.00005381
 JJ0758
 JJ0758:                Primary Azimuth Mark                     Grid Az
 JJ0758:SPC CO C     -  CHEYENNE AZ MK                           000 53 47.6
 JJ0758:UTM  13      -  CHEYENNE AZ MK                           001 13 16.3
 JJ0758
 JJ0758|---------------------------------------------------------------------|
 JJ0758| PID    Reference Object                     Distance      Geod. Az  |
 JJ0758|                                                           dddmmss.s |
 JJ0758| CM8644 CHEYENNE AZ MK                                     0025255.9 |
 JJ0758| JJ0761 CHEYENNE WELLS HARMACK W ELEV       449.784 METERS 1372336.1 |
 JJ0758| CM8645 CHEYENNE RM 1                        21.936 METERS 18014     |
 JJ0758| CM8647 CHEYENNE RM 3                        20.390 METERS 18018     |
 JJ0758| CM8646 CHEYENNE RM 2                        22.275 METERS 26627     |
 JJ0758| JJ0757 CHEYENNE WELLS MUNICIPAL TANK        19.194 METERS 31328     |
 JJ0758| JJ0765 CHEYENNE WELLS                      APPROX.14.9 KM 3432221.5 |
 JJ0758|---------------------------------------------------------------------|
 JJ0758
 JJ0758                          SUPERSEDED SURVEY CONTROL
 JJ0758
 JJ0758  NAD 83(1986)-  38 49 19.35559(N)    102 21 05.91539(W) AD(       ) 2
 JJ0758  NAD 27      -  38 49 19.33450(N)    102 21 04.24091(W) AD(       ) 2
 JJ0758
 JJ0758.Superseded values are not recommended for survey control.
 JJ0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0758.See file dsdata.txt to determine how the superseded data were derived.
 JJ0758
 JJ0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD2991700361(NAD 83)
 JJ0758_MARKER: DS = TRIANGULATION STATION DISK
 JJ0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0758
 JJ0758  HISTORY     - Date     Condition        Report By
 JJ0758  HISTORY     - 1954     MONUMENTED       CGS
 JJ0758  HISTORY     - 1968     GOOD             CGS
 JJ0758  HISTORY     - 1971     GOOD             USE
 JJ0758  HISTORY     - 1974     GOOD             NGS
 JJ0758  HISTORY     - 1977     GOOD             NGS
 JJ0758
 JJ0758                          STATION DESCRIPTION
 JJ0758
 JJ0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0758'THE STATION IS LOCATED BY THE MUNICIPAL WATER TANK ON A KNOLL THAT
 JJ0758'IS THE HIGHEST POINT IN THE CITY OF CHEYENNE WELLS.
 JJ0758'
 JJ0758'TO REACH FROM THE COURT HOUSE, GO NORTH ON STATE HIGHWAY 51 FOR
 JJ0758'0.05 MILE TO NORTH FIRST STREET WEST.  GO LEFT ONE BLOCK TO WEST
 JJ0758'SECOND STREET NORTH.  GO RIGHT ONE BLOCK TO NORTH SECOND STREET
 JJ0758'WEST.  GO LEFT 50 YARDS TO THE MUNICIPAL WATER TANK AND THE
 JJ0758'STATION ON THE RIGHT.
 JJ0758'
 JJ0758'THE STATION MARK IS A STANDARD DISK STAMPED CHEYENNE 1954, SET
 JJ0758'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 JJ0758'INCHES.  IT IS 102 FEET NORTH OF THE CENTER LINE OF NORTH SECOND
 JJ0758'STREET WEST AND 114 FEET EAST OF THE CENTER LINE OF WEST THIRD
 JJ0758'STREET NORTH.
 JJ0758'
 JJ0758'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CHEYENNE
 JJ0758'NO 1 1954, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT
 JJ0758'PROJECTS 2 INCHES.  IT IS 36 FEET NORTH OF THE CENTER LINE OF
 JJ0758'WEST SECOND STREET NORTH, 54 FEET WEST-SOUTHWEST OF A HOUSE,
 JJ0758'AND ABOUT 2 FEET LOWER THAN THE STATION.
 JJ0758'
 JJ0758'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CHEYENNE NO 2
 JJ0758'1954, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT
 JJ0758'PROJECTS 3 INCHES.  IT IS 48 FEET EAST OF THE CENTER LINE OF
 JJ0758'WEST THIRD STREET NORTH, 36 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 JJ0758'LEG OF THE MUNICIPAL WATER TANK, AND ABOUT 2 FEET LOWER THAN
 JJ0758'THE STATION.
 JJ0758'
 JJ0758'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHEYENNE 1954, SET IN
 JJ0758'THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 JJ0758'THE GROUND.  IT IS 37 FEET EAST OF THE CENTER LINE OF STATE
 JJ0758'HIGHWAY 51, 2 FEET SOUTHWEST OF A GATE POST, AND 2 FEET
 JJ0758'NORTH-NORTHWEST OF A WITNESS POST.  TO REACH FROM THE COURT HOUSE
 JJ0758'IN CHEYENNE WELLS, GO NORTH ON STATE HIGHWAY 51 FOR 1.0 MILE TO
 JJ0758'A WIRE GATE AND THE AZIMUTH MARK ON THE EAST SIDE OF THE ROAD.
 JJ0758
 JJ0758                          STATION RECOVERY (1968)
 JJ0758
 JJ0758'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JJ0758'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 JJ0758'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD
 JJ0758'CONDITION.  DESCRIPTION ADEQUATE FOR RECOVERY EXCEPT STATE HIGHWAY
 JJ0758'51 MENTIONED IN THE TO REACH THE AZIMUTH MARK IS NOW U.S. HIGHWAY
 JJ0758'385.
 JJ0758'
 JJ0758'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CHEYENNE WELLS.
 JJ0758
 JJ0758                          STATION RECOVERY (1971)
 JJ0758
 JJ0758'RECOVERY NOTE BY US ENGINEERS 1971 (M)
 JJ0758'STATION, RM 1, RM 2, AND AZIMUTH MARK ALL RECOVERED IN GOOD
 JJ0758'CONDITION.
 JJ0758'
 JJ0758'1954 ROUTE DESCRIPTION ADEQUATE.
 JJ0758
 JJ0758                          STATION RECOVERY (1974)
 JJ0758
 JJ0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 JJ0758'ALL THE MARKS WERE RECOVERED AS PREVIOUSLY DESCRIBED IN 1954
 JJ0758'AND THE MARKS ARE IN GOOD CONDITION.  STATE HIGHWAY 51 MENTIONED IN
 JJ0758'THE 1954 DESCRIPTION IS NOW U.S. HIGHWAY 385.
 JJ0758'
 JJ0758'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT CHEYENNE WELLS.
 JJ0758
 JJ0758                          STATION RECOVERY (1977)
 JJ0758
 JJ0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 JJ0758'STATION MARK AND REFERENCE MARK NUMBER 2 WERE RECOVERED IN GOOD
 JJ0758'CONDITION.  REFERENCE MARK NUMBER 1 WAS FOUND BUT THE TOP OF
 JJ0758'MONUMENT HAD BEEN BROKEN OFF WITH THE DISK STILL INTACT.  THE
 JJ0758'AZIMUTH MARK WAS NOT FOUND AND IS BELIEVED TO HAVE BEEN DESTROYED
 JJ0758'DURING NEW HIGHWAY CONSTRUCTION.  THERE WAS NO SUITABLE PLACE TO
 JJ0758'SET A NEW AZIMUTH MARK AT THIS TIME.  A NEW REFERENCE MARK,
 JJ0758'NUMBER 3 WAS ESTABLISHED AT THIS TIME.
 JJ0758'
 JJ0758'STATION IS LOCATED ON A KNOLL, IN THE NORTHWEST SECTION OF
 JJ0758'CHEYENNE WELLS, ON THE SAME KNOLL AS THE CHEYENNE WELLS MUNICIPAL
 JJ0758'WATER TANK.
 JJ0758'
 JJ0758'LAND ON WHICH THE STATION IS ESTABLISHED IS OWNED BY MR GEORGE L.
 JJ0758'TRUMBOR AND MRS LATAT NELSON OF CHEYENNE WELLS.  LAND ON WHICH THE
 JJ0758'WATER TANK IS LOCATED IS OWNED BY THE CITY OF CHEYENNE WELLS.
 JJ0758'
 JJ0758'STATION IS A STANDARD STATION MARK DISK, STAMPED CHEYENNE 1954,
 JJ0758'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 2
 JJ0758'INCHES.  MARK IS 39 FEET SOUTHEAST OF A GATE IN A CHAIN LINK
 JJ0758'FENCE SURROUNDING THE CHEYENNE WELLS MUNICIPAL WATER TANK, 123
 JJ0758'FEET EAST OF THE CENTER OF WEST THIRD STREET NORTH AND 117 FEET
 JJ0758'NORTH OF THE CENTER OF WEST SECOND STREET NORTH.
 JJ0758'
 JJ0758'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 JJ0758'CHEYENNE NO 2 1954, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 JJ0758'PROJECTING ABOUT 2 INCHES.  MARK IS 50 FEET EAST OF THE CENTER OF
 JJ0758'WEST THIRD STREET NORTH.
 JJ0758'
 JJ0758'REFERENCE MARK NUMBER 3 IS A STANDARD REFERENCE MARK DISK, STAMPED
 JJ0758'CHEYENNE 1954 NO 3 1977, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 JJ0758'FLUSH WITH THE GROUND SURFACE.  MARK IS 50 FEET SOUTHWEST OF THE
 JJ0758'SOUTHWEST CORNER OF A HOUSE AND 41 FEET NORTH OF WEST SECOND
 JJ0758'STREET NORTH.
 JJ0758'
 JJ0758'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN CHEYENNE WELLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1195 ***********************************************************************
 JK1195  DESIGNATION -  CHEYENNE
 JK1195  PID         -  JK1195
 JK1195  STATE/COUNTY-  CO/EL PASO
 JK1195  USGS QUAD   -  MOUNT BIG CHIEF (1994)
 JK1195
 JK1195                         *CURRENT SURVEY CONTROL
 JK1195  ___________________________________________________________________
 JK1195* NAD 83(1992)-  38 44 13.33389(N)    104 52 51.17422(W)     ADJUSTED  
 JK1195* NAVD 88     -      2917.0    (meters)    9570.     (feet)  VERTCON   
 JK1195  ___________________________________________________________________
 JK1195  LAPLACE CORR-         -22.64  (seconds)                    DEFLEC99
 JK1195  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 JK1195
 JK1195  HORZ ORDER  -  THIRD
 JK1195
 JK1195.The horizontal coordinates were established by classical geodetic methods
 JK1195.and adjusted by the National Geodetic Survey in January 1993..
 JK1195
 JK1195.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1195
 JK1195.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1195
 JK1195.The geoid height was determined by GEOID03.
 JK1195
 JK1195;                    North         East     Units Scale Factor Converg.
 JK1195;SPC CO C     -   405,301.543   968,228.982   MT  0.99995597   +0 23 25.7
 JK1195;SPC CO C     - 1,329,726.81  3,176,597.92   sFT  0.99995597   +0 23 25.7
 JK1195;UTM  13      - 4,287,602.711   510,352.732   MT  0.99960132   +0 04 28.3
 JK1195
 JK1195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1195!SPC CO C     -   0.99954511  x   0.99995597  =   0.99950110
 JK1195!UTM  13      -   0.99954511  x   0.99960132  =   0.99914661
 JK1195
 JK1195                          SUPERSEDED SURVEY CONTROL
 JK1195
 JK1195  NAD 83(1986)-  38 44 13.32257(N)    104 52 51.16611(W) AD(       ) 3
 JK1195  NAD 27      -  38 44 13.33880(N)    104 52 49.24801(W) AD(       ) 3
 JK1195  NGVD 29 (07/19/86) 2915.8    (m)         9566.     (f) VERT ANG       
 JK1195
 JK1195.Superseded values are not recommended for survey control.
 JK1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1195.See file dsdata.txt to determine how the superseded data were derived.
 JK1195
 JK1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC1035387603(NAD 83)
 JK1195_MARKER: DD = SURVEY DISK
 JK1195_SETTING: 66 = SET IN ROCK OUTCROP
 JK1195_SP_SET: SET IN A ROCK LEDGE
 JK1195_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK1195+STABILITY: POSITION/ELEVATION WELL
 JK1195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1195+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2001
 JK1195
 JK1195  HISTORY     - Date     Condition        Report By
 JK1195  HISTORY     - 1947     MONUMENTED       USGS
 JK1195  HISTORY     - 20011115 GOOD             INDIV
 JK1195
 JK1195                          STATION DESCRIPTION
 JK1195
 JK1195'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JK1195'STATION LIES APPROXIMATELY 7.0 MI. S. AND 3.0 MI. W. OF THE MAIN POST
 JK1195'OFFICE IN COLORADO SPRINGS, EL PASO COUNTY, COLORADO.
 JK1195'
 JK1195'TO REACH BY AUTOMOBILE, GO UP THE OLD STATE ROAD FROM THE BROADMOOR
 JK1195'HOTEL FOR 7.3 MI. TO A MAJOR SADDLE BETWEEN TWO MOUNTAINS, STATION
 JK1195'LIES 1 MI. E. ON A PROMINENT ROCKY TOP.
 JK1195'
 JK1195'STATION MARK--STANDARD TABLET SET IN ROCK LEDGE AND STAMPED
 JK1195'---CHEYENNE 1947---.
 JK1195'
 JK1195'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN ROCK LEDGE AND
 JK1195'STAMPED ---RM 1 1947---, 9.82 FT. DISTANCE.
 JK1195'
 JK1195'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN ROCK LEDGE AND
 JK1195'STAMPED ---RM 2 1947---, 16.62 FT. DISTANCE.
 JK1195
 JK1195                          STATION RECOVERY (2001)
 JK1195
 JK1195'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (MSJ)
 JK1195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0765 ***********************************************************************
 JJ0765  DESIGNATION -  CHEYENNE WELLS
 JJ0765  PID         -  JJ0765
 JJ0765  STATE/COUNTY-  CO/CHEYENNE
 JJ0765  USGS QUAD   -  CHEYENNE WELLS NW (1982)
 JJ0765
 JJ0765                         *CURRENT SURVEY CONTROL
 JJ0765  ___________________________________________________________________
 JJ0765* NAD 83(1992)-  38 57 03.31328(N)    102 24 03.36649(W)     ADJUSTED  
 JJ0765* NAVD 88     -      1342.0    (meters)    4403.     (feet)  VERTCON   
 JJ0765  ___________________________________________________________________
 JJ0765  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 JJ0765  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 JJ0765
 JJ0765  HORZ ORDER  -  FIRST
 JJ0765
 JJ0765.The horizontal coordinates were established by classical geodetic methods
 JJ0765.and adjusted by the National Geodetic Survey in January 1993..
 JJ0765
 JJ0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0765
 JJ0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0765
 JJ0765.The geoid height was determined by GEOID03.
 JJ0765
 JJ0765;                    North         East     Units Scale Factor Converg.
 JJ0765;SPC CO C     -   433,442.043 1,182,979.642   MT  0.99993932   +1 57 16.4
 JJ0765;SPC CO C     - 1,422,051.10  3,881,159.04   sFT  0.99993932   +1 57 16.4
 JJ0765;UTM  13      - 4,314,542.864   725,229.342   MT  1.00022469   +1 38 04.6
 JJ0765
 JJ0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0765!SPC CO C     -   0.99979306  x   0.99993932  =   0.99973240
 JJ0765!UTM  13      -   0.99979306  x   1.00022469  =   1.00001771
 JJ0765
 JJ0765|---------------------------------------------------------------------|
 JJ0765| PID    Reference Object                     Distance      Geod. Az  |
 JJ0765|                                                           dddmmss.s |
 JJ0765| CM8649 CHEYENNE WELLS RM 2                 140.879 METERS 13453     |
 JJ0765| JJ0627 H 12                                APPROX. 8.5 KM 1500444.8 |
 JJ0765| CM8650 CHEYENNE WELLS RM 3                 135.545 METERS 22111     |
 JJ0765| CM8648 CHEYENNE WELLS RM                   APPROX. 0.6 KM 2691744.2 |
 JJ0765|---------------------------------------------------------------------|
 JJ0765
 JJ0765                          SUPERSEDED SURVEY CONTROL
 JJ0765
 JJ0765  NAD 83(1986)-  38 57 03.31081(N)    102 24 03.36513(W) AD(       ) 1
 JJ0765  NAD 27      -  38 57 03.30256(N)    102 24 01.67657(W) AD(       ) 1
 JJ0765  NGVD 29 (07/19/86) 1341.5    (m)         4401.     (f) VERT ANG       
 JJ0765
 JJ0765.Superseded values are not recommended for survey control.
 JJ0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0765.See file dsdata.txt to determine how the superseded data were derived.
 JJ0765
 JJ0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD2522914543(NAD 83)
 JJ0765_MARKER: Z = SEE DESCRIPTION
 JJ0765_SETTING: 0 = UNSPECIFIED SETTING
 JJ0765
 JJ0765  HISTORY     - Date     Condition        Report By
 JJ0765  HISTORY     - 1892     MONUMENTED       CGS
 JJ0765  HISTORY     - 1922     SEE DESCRIPTION  CGS
 JJ0765  HISTORY     - 1935     SEE DESCRIPTION  CGS
 JJ0765  HISTORY     - 1954     GOOD             CGS
 JJ0765  HISTORY     - 1962     GOOD             CGS
 JJ0765  HISTORY     - 1969     SEE DESCRIPTION  USGS
 JJ0765
 JJ0765                          STATION DESCRIPTION
 JJ0765
 JJ0765'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 JJ0765'ABOUT 9 MILES NORTHWEST OF CHEYENNE WELLS, A TOWN ON THE
 JJ0765'UNION PACIFIC RAILROAD, ON THE HIGHEST POINT OF A RIDGE
 JJ0765'ABOUT 1/2 MILE WEST OF THE CHEYENNE WELLS-BELOIT ROAD, ABOUT
 JJ0765'2-1/2 MILES TOWARD BELOIT FROM WHERE THE ROAD CROSSES THE
 JJ0765'SMOKY HILL RIVER.  THE STATION IS IN NW 1/4 SEC. 1, T. 13 S.,
 JJ0765'R. 45 W., ON CULTIVATED LAND OWNED (1922) BY JOHN TRYON.
 JJ0765'SURFACE AND UNDERGROUND MARKS ARE SIMILAR TO THOSE AT STATION
 JJ0765'CURLEW, EXCEPT THAT LOWEST MARK IS 4-1/2
 JJ0765'FEET BELOW THE SURFACE.  BROKEN CROCKERY IS MIXED WITH THE
 JJ0765'DIRT OVER THE MARK.  THE REFERENCE MARK, A DISK SET,
 JJ0765'IS IN THE FENCE LINE ON THE WEST
 JJ0765'SIDE OF THE ROADWAY ON THE WEST LINE OF SECTION 1,222.8
 JJ0765'METERS (731 FEET) NORTH OF THE UNITED STATES LAND OFFICE
 JJ0765'MARK AT 1/4 CORNER, AND 637.49 METERS (2,091.5 FEET) S.
 JJ0765'75 DEG W.  (MAGNETIC) FROM THE STATION.  ADDITIONAL
 JJ0765'REFERENCES ARE--TO NORTH LINE OF SECTION 1, 584.3 METERS
 JJ0765'(1,917 FEET) NORTH.  TO EAST AND WEST HALF-SECTION LINE,
 JJ0765'SECTION 1, 226.2 METERS (742 FEET) SOUTH.
 JJ0765
 JJ0765                          STATION RECOVERY (1935)
 JJ0765
 JJ0765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (AWJ)
 JJ0765'THE STATION WAS RECOVERED AFTER CONSIDERABLE DIGGING.  THE
 JJ0765'REFERENCE MARK WAS FOUND AS DESCRIBED, EXCEPT THAT THE
 JJ0765'ROADWAY IS ONLY A DIM TRAIL ALONG THE FENCE AND THE CONCRETE
 JJ0765'POST WAS BURIED BELOW THE SURFACE.  THE REFERENCE MARK WAS
 JJ0765'UNCOVERED TO A DEPTH OF 4 INCHES.  THE SURFACE MARK WAS FOUND
 JJ0765'TO BE 6 INCHES UNDERGROUND AND THE STATION DISK (AS WELL AS
 JJ0765'THE REFERENCE DISK) WAS FOUND TO BE STAMPED CHEYENNE WELLS
 JJ0765'1892.  THE STATION IS NEAR THE CENTER OF A FLAT AREA (ABOUT
 JJ0765'300 FEET IN DIAMETER) ON THE TOP OF THE RIDGE.  THE LAND
 JJ0765'IS STILL OWNED (1935) BY JOHN H. TRYON, AND IS NOT
 JJ0765'CULTIVATED AT THE PRESENT TIME, ALTHOUGH SIGNS OF PREVIOUS
 JJ0765'CULTIVATION ARE PLAIN.  THE REFERENCE MARK IS NOT VISIBLE
 JJ0765'FROM THE STATION.  THERE IS NO TOWN OF BELOIT IN THE VICINITY
 JJ0765'AND THE SMOKY HILL RIVER IS FARTHER SOUTH.  THE FIRST
 JJ0765'PORTION OF THE DESCRIPTION SHOULD BE CHANGED AS FOLLOWS--
 JJ0765'
 JJ0765'ABOUT 9 MILES NORTHWEST OF CHEYENNE WELLS, A TOWN ON THE
 JJ0765'UNION PACIFIC RAILROAD, ON THE HIGHEST POINT OF A RIDGE
 JJ0765'OVERLOOKING A DRY CREEK TO THE NORTH, AND ABOUT 2-1/2
 JJ0765'MILES WEST FROM THE POINT WHERE THE CHEYENNE WELLS-BURLINGTON
 JJ0765'HIGHWAY CROSSES THE BIG TIMBER CREEK.  THE STATION IS...ETC.
 JJ0765'
 JJ0765'THE EASIEST METHOD TO APPROACH THE STATION BY AUTOMOBILE IS TO
 JJ0765'FOLLOW THE CHEYENNE WELLS-BURLINGTON HIGHWAY FOR 8 MILES NORTH
 JJ0765'FROM THE CITY LIMITS OF CHEYENNE WELLS, THEN 3 MILES WEST
 JJ0765'ALONG THE SECTION-LINE ROAD.  THIS PROCEDURE WILL BRING ONE
 JJ0765'WITHIN 3/4 MILE OF THE STATION.
 JJ0765
 JJ0765                          STATION RECOVERY (1954)
 JJ0765
 JJ0765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0765'THE STATION AND REFERENCE MARK WERE RECOVERED AND FOUND TO
 JJ0765'BE IN GOOD CONDITION.  REFERENCE MARKS NUMBER 2 AND 3 WERE SET
 JJ0765'IN A FENCE LINE SOUTH OF THE STATION.  A COMPLETE DESCRIPTION
 JJ0765'FOLLOWS--
 JJ0765'
 JJ0765'THE STATION IS LOCATED ON THE HIGHEST POINT OF A FLAT-TOPPED,
 JJ0765'GRASSY RIDGE ABOUT 9 MILES AIRLINE NORTH-NORTHWEST OF CHEYENNE
 JJ0765'WELLS, ABOUT 24 MILES AIRLINE NORTHEAST OF KIT CARSON, AND
 JJ0765'ABOUT 14 MILES AIRLINE NORTHWEST OF ARAPAHOE.
 JJ0765'
 JJ0765'TO REACH THE STATION FROM THE CHEYENNE COUNTY COURTHOUSE IN
 JJ0765'CHEYENNE WELLS, GO NORTH ON STATE HIGHWAY 51 FOR 8.2 MILES
 JJ0765'TO A CROSS ROAD.  TURN LEFT AND GO WEST 2.8 MILES TO A FARM
 JJ0765'HOUSE ON THE RIGHT.  KEEP STRAIGHT AHEAD, WEST, AND GO 0.1
 JJ0765'MILE TO A DIM CROSS ROAD.  TURN RIGHT AND GO NORTH 0.25 MILE TO
 JJ0765'THE ENTRANCE TO A LANE ON THE RIGHT.  ENTER THE LANE AND GO
 JJ0765'NORTH 0.35 MILE TO A FENCE CORNER AND REFERENCE MARK NUMBER
 JJ0765'1.  TURN RIGHT, PASS THROUGH A GATE, AND GO EAST ALONG THE
 JJ0765'NORTH SIDE OF AN EAST-WEST FENCE LINE 0.3 MILE TO A WITNESS
 JJ0765'POST AND REFERENCE MARK NUMBER 3 ON THE RIGHT.  TURN LEFT
 JJ0765'AND GO NORTHEAST CROSS COUNTRY 0.5 MILE TO THE HIGHEST POINT
 JJ0765'AND THE STATION.
 JJ0765'
 JJ0765'THE STATION MARK IS A STANDARD DISK STAMPED CHEYENNE WELLS 1892
 JJ0765'SET IN THE TOP OF A 2-FOOT CONCRETE SLAB THAT IS FLUSH WITH
 JJ0765'THE GROUND.  IT IS 350 FEET NORTH OF A FENCE LINE.
 JJ0765'
 JJ0765'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED CHEYENNE
 JJ0765'WELLS 1892 SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST
 JJ0765'THAT IS FLUSH WITH THE GROUND.  IT IS 52 FEET WEST OF A FENCE
 JJ0765'LINE AND ABOUT 300 FEET NORTH OF A FENCE CORNER.
 JJ0765'
 JJ0765'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED CHEYENNE
 JJ0765'WELLS NO 2 1892 1954 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 JJ0765'POST THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 1 FOOT
 JJ0765'NORTH OF A FENCE LINE AND 1 FOOT LOWER THAN THE STATION.
 JJ0765'
 JJ0765'REFERENCE MARK NUMBER 3 IS A STANDARD DISK STAMPED CHEYENNE
 JJ0765'WELLS NO 3 1892 1954 SET IN THE TOP OF A 10-INCH SQUARE
 JJ0765'CONCRETE POST THAT PROJECTS 1 INCH ABOVE THE GROUND.  IT IS
 JJ0765'SET IN AN EAST-WEST FENCE LINE 2 FEET WEST OF A WITNESS POST
 JJ0765'AND IS 1 FOOT LOWER THAN THE STATION.
 JJ0765'
 JJ0765'HEIGHT OF STAND--11 M.
 JJ0765
 JJ0765                          STATION RECOVERY (1962)
 JJ0765
 JJ0765'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 JJ0765'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND
 JJ0765'IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 JJ0765
 JJ0765                          STATION RECOVERY (1969)
 JJ0765
 JJ0765'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JLP)
 JJ0765'THE DESCRIPTION GIVEN
 JJ0765'WAS VERIFIED.  A NEW SLIGHTLY ALTERED DRIVE DESCRIPTION
 JJ0765'FOLLOWS--
 JJ0765'
 JJ0765'TO REACH THE STATION FROM THE CHEYENNE COUNTY COURT HOUSE
 JJ0765'IN CHEYENNE WELLS, GO NORTH ON U.S. HIGHWAY 385 FOR 8.2 MILES
 JJ0765'TO A CROSSROAD, TURN LEFT AND GO WEST 2.8 MILES TO A FARM HOUSE
 JJ0765'ON THE RIGHT.  KEEP STRAIGHT AHEAD WEST AND GO 0.1 MILE TO
 JJ0765'A T-LANE NORTH, TURN RIGHT AND FOLLOW LANE 0.6 MILE TO A
 JJ0765'FENCE CORNER AND GATE ON THE RIGHT, GO THROUGH GATE AND
 JJ0765'DRIVE EAST ALONG THE NORTH SIDE OF THE FENCE ABOUT 0.3 MILE
 JJ0765'TO WITNESS POST AND REFERENCE MARK NO. 3 IN THE EAST-WEST
 JJ0765'FENCE.  TURN LEFT AND GO NORTHEAST ABOUT 0.1 MILE CROSS
 JJ0765'COUNTRY TO HIGHEST POINT AND STATION MARK.
 JJ0765'
 JJ0765'THE STATION MARK IS A STANDARD USC AND GS STANDARD DISK
 JJ0765'STAMPED CHEYENNE WELLS 1892 AND SET IN THE TOP OF A 2.0 FOOT
 JJ0765'CONCRETE SLAB THAT IS FLUSH WITH THE GROUND.
 JJ0765'
 JJ0765'REFERENCE MARK NO. 2 IS A STANDARD USC AND GS REFERENCE MARK
 JJ0765'DISK STAMPED CHEYENNE WELLS NO. 2 1892 1954 SET IN THE TOP
 JJ0765'OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH ABOVE
 JJ0765'THE GROUND.  IT IS 1.0 FOOT NORTH OF AN EAST-WEST FENCE AND
 JJ0765'ABOUT 1.0 FOOT LOWER THAN THE STATION.
 JJ0765'
 JJ0765'REFERENCE MARK NO. 3 IS A STANDARD USC AND GS REFERENCE MARK
 JJ0765'DISK STAMPED CHEYENNE WELLS NO. 3 1892 1954 AND SET IN THE
 JJ0765'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH
 JJ0765'ABOVE THE GROUND.  IT IS 1.0 FOOT NORTH OF AN EAST-WEST FENCE
 JJ0765'LINE AND 2.0 FEET WEST OF A WITNESS POST.
 JJ0765'
 JJ0765'THE AZIMUTH MARK WAS NOT SEARCHED FOR, USC AND GS STATION
 JJ0765'BM H-12 IS VISIBLE FROM THE GROUND AND WILL SERVE AS THE
 JJ0765'AZIMUTH MARK.
 JJ0765'
 JJ0765'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0753 ***********************************************************************
 JJ0753  DESIGNATION -  CHEYENNE WELLS CATH CH CROSS
 JJ0753  PID         -  JJ0753
 JJ0753  STATE/COUNTY-  CO/CHEYENNE
 JJ0753  USGS QUAD   -  CHEYENNE WELLS (1982)
 JJ0753
 JJ0753                         *CURRENT SURVEY CONTROL
 JJ0753  ___________________________________________________________________
 JJ0753* NAD 83(1992)-  38 49 16.12444(N)    102 21 16.60456(W)     ADJUSTED  
 JJ0753* NAVD 88     -                                                        
 JJ0753  ___________________________________________________________________
 JJ0753  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 JJ0753  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 JJ0753
 JJ0753  HORZ ORDER  -  THIRD
 JJ0753
 JJ0753.The horizontal coordinates were established by classical geodetic methods
 JJ0753.and adjusted by the National Geodetic Survey in January 1993..
 JJ0753
 JJ0753
 JJ0753.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0753
 JJ0753.The geoid height was determined by GEOID03.
 JJ0753
 JJ0753;                    North         East     Units Scale Factor Converg.
 JJ0753;SPC CO C     -   419,182.751 1,187,491.251   MT  0.99994777   +1 59 01.5
 JJ0753;SPC CO C     - 1,375,268.74  3,895,960.88   sFT  0.99994777   +1 59 01.5
 JJ0753;UTM  13      - 4,300,254.221   729,661.972   MT  1.00024954   +1 39 32.7
 JJ0753
 JJ0753                          SUPERSEDED SURVEY CONTROL
 JJ0753
 JJ0753  NAD 83(1986)-  38 49 16.12265(N)    102 21 16.60180(W) AD(       ) 4
 JJ0753  NAD 27      -  38 49 16.10070(N)    102 21 14.92596(W) AD(       ) 3
 JJ0753
 JJ0753.Superseded values are not recommended for survey control.
 JJ0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0753.See file dsdata.txt to determine how the superseded data were derived.
 JJ0753
 JJ0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD2966200254(NAD 83)
 JJ0753_MARKER: 91 = CHURCH CROSS
 JJ0753
 JJ0753  HISTORY     - Date     Condition        Report By
 JJ0753  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0753
 JJ0753                          STATION DESCRIPTION
 JJ0753
 JJ0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0753'THE STATION IS LOCATED IN THE WEST PART OF CHEYENNE WELLS.
 JJ0753'
 JJ0753'THE CROSS IS ON TOP OF THE CATHOLIC CHURCH WHICH IS A SMALL WHITE
 JJ0753'CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0756 ***********************************************************************
 JJ0756  DESIGNATION -  CHEYENNE WELLS CTHSE RADIO MST
 JJ0756  PID         -  JJ0756
 JJ0756  STATE/COUNTY-  CO/CHEYENNE
 JJ0756  USGS QUAD   -  CHEYENNE WELLS (1982)
 JJ0756
 JJ0756                         *CURRENT SURVEY CONTROL
 JJ0756  ___________________________________________________________________
 JJ0756* NAD 83(1992)-  38 49 15.55842(N)    102 20 57.07095(W)     ADJUSTED  
 JJ0756* NAVD 88     -                                                        
 JJ0756  ___________________________________________________________________
 JJ0756  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 JJ0756  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 JJ0756
 JJ0756  HORZ ORDER  -  THIRD
 JJ0756
 JJ0756.The horizontal coordinates were established by classical geodetic methods
 JJ0756.and adjusted by the National Geodetic Survey in January 1993..
 JJ0756
 JJ0756
 JJ0756.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0756
 JJ0756.The geoid height was determined by GEOID03.
 JJ0756
 JJ0756;                    North         East     Units Scale Factor Converg.
 JJ0756;SPC CO C     -   419,181.633 1,187,962.764   MT  0.99994779   +1 59 13.9
 JJ0756;SPC CO C     - 1,375,265.07  3,897,507.83   sFT  0.99994779   +1 59 13.9
 JJ0756;UTM  13      - 4,300,250.430   730,133.615   MT  1.00025221   +1 39 45.0
 JJ0756
 JJ0756                          SUPERSEDED SURVEY CONTROL
 JJ0756
 JJ0756  NAD 83(1986)-  38 49 15.55661(N)    102 20 57.06829(W) AD(       ) 4
 JJ0756  NAD 27      -  38 49 15.53473(N)    102 20 55.39121(W) AD(       ) 3
 JJ0756
 JJ0756.Superseded values are not recommended for survey control.
 JJ0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0756.See file dsdata.txt to determine how the superseded data were derived.
 JJ0756
 JJ0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD3013400250(NAD 83)
 JJ0756_MARKER: 42 = RADIO/TV MAST
 JJ0756
 JJ0756  HISTORY     - Date     Condition        Report By
 JJ0756  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0756
 JJ0756                          STATION DESCRIPTION
 JJ0756
 JJ0756'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0754 ***********************************************************************
 JJ0754  DESIGNATION -  CHEYENNE WELLS GRACE LUTH CH
 JJ0754  PID         -  JJ0754
 JJ0754  STATE/COUNTY-  CO/CHEYENNE
 JJ0754  USGS QUAD   -  CHEYENNE WELLS (1982)
 JJ0754
 JJ0754                         *CURRENT SURVEY CONTROL
 JJ0754  ___________________________________________________________________
 JJ0754* NAD 83(1992)-  38 49 15.33904(N)    102 21 28.97702(W)     ADJUSTED  
 JJ0754* NAVD 88     -                                                        
 JJ0754  ___________________________________________________________________
 JJ0754  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 JJ0754  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 JJ0754
 JJ0754  HORZ ORDER  -  THIRD
 JJ0754
 JJ0754.The horizontal coordinates were established by classical geodetic methods
 JJ0754.and adjusted by the National Geodetic Survey in January 1993..
 JJ0754
 JJ0754
 JJ0754.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0754
 JJ0754.The geoid height was determined by GEOID03.
 JJ0754
 JJ0754;                    North         East     Units Scale Factor Converg.
 JJ0754;SPC CO C     -   419,148.222 1,187,193.817   MT  0.99994779   +1 58 53.7
 JJ0754;SPC CO C     - 1,375,155.46  3,894,985.05   sFT  0.99994779   +1 58 53.7
 JJ0754;UTM  13      - 4,300,221.368   729,364.258   MT  1.00024786   +1 39 24.9
 JJ0754
 JJ0754                          SUPERSEDED SURVEY CONTROL
 JJ0754
 JJ0754  NAD 83(1986)-  38 49 15.33726(N)    102 21 28.97398(W) AD(       ) 4
 JJ0754  NAD 27      -  38 49 15.31139(N)    102 21 27.30992(W) AD(       ) 3
 JJ0754
 JJ0754.Superseded values are not recommended for survey control.
 JJ0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0754.See file dsdata.txt to determine how the superseded data were derived.
 JJ0754
 JJ0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD2936400221(NAD 83)
 JJ0754_MARKER: 75 = BELFRY
 JJ0754
 JJ0754  HISTORY     - Date     Condition        Report By
 JJ0754  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0754
 JJ0754                          STATION DESCRIPTION
 JJ0754
 JJ0754'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0760 ***********************************************************************
 JJ0760  DESIGNATION -  CHEYENNE WELLS HARMACK E ELEV
 JJ0760  PID         -  JJ0760
 JJ0760  STATE/COUNTY-  CO/CHEYENNE
 JJ0760  USGS QUAD   -  CHEYENNE WELLS (1982)
 JJ0760
 JJ0760                         *CURRENT SURVEY CONTROL
 JJ0760  ___________________________________________________________________
 JJ0760* NAD 83(1992)-  38 49 08.80374(N)    102 20 51.99902(W)     ADJUSTED  
 JJ0760* NAVD 88     -                                                        
 JJ0760  ___________________________________________________________________
 JJ0760  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 JJ0760  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 JJ0760
 JJ0760  HORZ ORDER  -  THIRD
 JJ0760
 JJ0760.The horizontal coordinates were established by classical geodetic methods
 JJ0760.and adjusted by the National Geodetic Survey in January 1993..
 JJ0760
 JJ0760
 JJ0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0760
 JJ0760.The geoid height was determined by GEOID03.
 JJ0760
 JJ0760;                    North         East     Units Scale Factor Converg.
 JJ0760;SPC CO C     -   418,977.721 1,188,092.262   MT  0.99994795   +1 59 17.1
 JJ0760;SPC CO C     - 1,374,596.07  3,897,932.70   sFT  0.99994795   +1 59 17.1
 JJ0760;UTM  13      - 4,300,045.725   730,261.994   MT  1.00025294   +1 39 47.9
 JJ0760
 JJ0760                          SUPERSEDED SURVEY CONTROL
 JJ0760
 JJ0760  NAD 83(1986)-  38 49 08.80196(N)    102 20 51.99637(W) AD(       ) 4
 JJ0760  NAD 27      -  38 49 08.78146(N)    102 20 50.31980(W) AD(       ) 3
 JJ0760
 JJ0760.Superseded values are not recommended for survey control.
 JJ0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0760.See file dsdata.txt to determine how the superseded data were derived.
 JJ0760
 JJ0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD3026200046(NAD 83)
 JJ0760_MARKER: 65 = GRAIN ELEVATOR
 JJ0760
 JJ0760  HISTORY     - Date     Condition        Report By
 JJ0760  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0760
 JJ0760                          STATION DESCRIPTION
 JJ0760
 JJ0760'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0761 ***********************************************************************
 JJ0761  DESIGNATION -  CHEYENNE WELLS HARMACK W ELEV
 JJ0761  PID         -  JJ0761
 JJ0761  STATE/COUNTY-  CO/CHEYENNE
 JJ0761  USGS QUAD   -  CHEYENNE WELLS (1982)
 JJ0761
 JJ0761                         *CURRENT SURVEY CONTROL
 JJ0761  ___________________________________________________________________
 JJ0761* NAD 83(1992)-  38 49 08.62182(N)    102 20 53.29566(W)     ADJUSTED  
 JJ0761* NAVD 88     -                                                        
 JJ0761  ___________________________________________________________________
 JJ0761  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 JJ0761  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 JJ0761
 JJ0761  HORZ ORDER  -  THIRD
 JJ0761
 JJ0761.The horizontal coordinates were established by classical geodetic methods
 JJ0761.and adjusted by the National Geodetic Survey in January 1993..
 JJ0761
 JJ0761
 JJ0761.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0761
 JJ0761.The geoid height was determined by GEOID03.
 JJ0761
 JJ0761;                    North         East     Units Scale Factor Converg.
 JJ0761;SPC CO C     -   418,971.030 1,188,061.197   MT  0.99994795   +1 59 16.2
 JJ0761;SPC CO C     - 1,374,574.12  3,897,830.78   sFT  0.99994795   +1 59 16.2
 JJ0761;UTM  13      - 4,300,039.208   730,230.882   MT  1.00025277   +1 39 47.1
 JJ0761
 JJ0761                          SUPERSEDED SURVEY CONTROL
 JJ0761
 JJ0761  NAD 83(1986)-  38 49 08.62007(N)    102 20 53.29304(W) AD(       ) 4
 JJ0761  NAD 27      -  38 49 08.59938(N)    102 20 51.61475(W) AD(       ) 3
 JJ0761
 JJ0761.Superseded values are not recommended for survey control.
 JJ0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0761.See file dsdata.txt to determine how the superseded data were derived.
 JJ0761
 JJ0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD3023100039(NAD 83)
 JJ0761_MARKER: 65 = GRAIN ELEVATOR
 JJ0761
 JJ0761  HISTORY     - Date     Condition        Report By
 JJ0761  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0761
 JJ0761                          STATION DESCRIPTION
 JJ0761
 JJ0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0761'THE STATION IS LOCATED IN THE SOUTH PART OF CHEYENNE WELLS.
 JJ0761'
 JJ0761'THE ELEVATOR IS A WOOD AND SHEET STEEL STRUCTURE THAT IS ABOUT 65
 JJ0761'FEET HIGH WITH A 20 FOOT HEADHOUSE AND IS THE WESTERLY ONE OF TWO
 JJ0761'ELEVATORS WITH A LONG SHED CONNECTING THE TWO.  THE CENTER OF THE
 JJ0761'HEADHOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0759 ***********************************************************************
 JJ0759  DESIGNATION -  CHEYENNE WELLS LING CO ELEV
 JJ0759  PID         -  JJ0759
 JJ0759  STATE/COUNTY-  CO/CHEYENNE
 JJ0759  USGS QUAD   -  CHEYENNE WELLS (1982)
 JJ0759
 JJ0759                         *CURRENT SURVEY CONTROL
 JJ0759  ___________________________________________________________________
 JJ0759* NAD 83(1992)-  38 49 07.21657(N)    102 20 53.96306(W)     ADJUSTED  
 JJ0759* NAVD 88     -                                                        
 JJ0759  ___________________________________________________________________
 JJ0759  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 JJ0759  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 JJ0759
 JJ0759  HORZ ORDER  -  THIRD
 JJ0759
 JJ0759.The horizontal coordinates were established by classical geodetic methods
 JJ0759.and adjusted by the National Geodetic Survey in January 1993..
 JJ0759
 JJ0759
 JJ0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0759
 JJ0759.The geoid height was determined by GEOID03.
 JJ0759
 JJ0759;                    North         East     Units Scale Factor Converg.
 JJ0759;SPC CO C     -   418,927.167 1,188,046.610   MT  0.99994799   +1 59 15.8
 JJ0759;SPC CO C     - 1,374,430.21  3,897,782.92   sFT  0.99994799   +1 59 15.8
 JJ0759;UTM  13      - 4,299,995.415   730,216.042   MT  1.00025268   +1 39 46.6
 JJ0759
 JJ0759                          SUPERSEDED SURVEY CONTROL
 JJ0759
 JJ0759  NAD 83(1986)-  38 49 07.21473(N)    102 20 53.96037(W) AD(       ) 4
 JJ0759  NAD 27      -  38 49 07.18426(N)    102 20 52.27580(W) AD(       ) 3
 JJ0759
 JJ0759.Superseded values are not recommended for survey control.
 JJ0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0759.See file dsdata.txt to determine how the superseded data were derived.
 JJ0759
 JJ0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC3021699995(NAD 83)
 JJ0759_MARKER: 65 = GRAIN ELEVATOR
 JJ0759
 JJ0759  HISTORY     - Date     Condition        Report By
 JJ0759  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0759
 JJ0759                          STATION DESCRIPTION
 JJ0759
 JJ0759'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0757 ***********************************************************************
 JJ0757  DESIGNATION -  CHEYENNE WELLS MUNICIPAL TANK
 JJ0757  PID         -  JJ0757
 JJ0757  STATE/COUNTY-  CO/CHEYENNE
 JJ0757  USGS QUAD   -  CHEYENNE WELLS (1982)
 JJ0757
 JJ0757                         *CURRENT SURVEY CONTROL
 JJ0757  ___________________________________________________________________
 JJ0757* NAD 83(1992)-  38 49 19.78585(N)    102 21 06.49476(W)     ADJUSTED  
 JJ0757* NAVD 88     -                                                        
 JJ0757  ___________________________________________________________________
 JJ0757  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 JJ0757  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 JJ0757
 JJ0757  HORZ ORDER  -  THIRD
 JJ0757
 JJ0757.The horizontal coordinates were established by classical geodetic methods
 JJ0757.and adjusted by the National Geodetic Survey in January 1993..
 JJ0757
 JJ0757
 JJ0757.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0757
 JJ0757.The geoid height was determined by GEOID03.
 JJ0757
 JJ0757;                    North         East     Units Scale Factor Converg.
 JJ0757;SPC CO C     -   419,304.029 1,187,731.062   MT  0.99994769   +1 59 07.9
 JJ0757;SPC CO C     - 1,375,666.64  3,896,747.66   sFT  0.99994769   +1 59 07.9
 JJ0757;UTM  13      - 4,300,374.174   729,902.540   MT  1.00025090   +1 39 39.2
 JJ0757
 JJ0757                          SUPERSEDED SURVEY CONTROL
 JJ0757
 JJ0757  NAD 83(1986)-  38 49 19.78408(N)    102 21 06.49274(W) AD(       ) 4
 JJ0757  NAD 27      -  38 49 19.75246(N)    102 21 04.80439(W) AD(       ) 3
 JJ0757
 JJ0757.Superseded values are not recommended for survey control.
 JJ0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0757.See file dsdata.txt to determine how the superseded data were derived.
 JJ0757
 JJ0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD2990300374(NAD 83)
 JJ0757_MARKER: 53 = ELEVATED TANK
 JJ0757
 JJ0757  HISTORY     - Date     Condition        Report By
 JJ0757  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0757  HISTORY     - 1971     GOOD             USE
 JJ0757
 JJ0757                          STATION DESCRIPTION
 JJ0757
 JJ0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0757'THE TANK IS LOCATED IN THE NORTHWEST PART OF THE VILLAGE OF CHEYENNE
 JJ0757'WELLS.
 JJ0757'
 JJ0757'THE TANK IS A LARGE STEEL TANK PAINTED SILVER MOUNTED ON TOP OF
 JJ0757'A FOUR-LEGGED STEEL STRUCTURE PAINTED SILVER.  IT IS ABOUT 80
 JJ0757'FEET HIGH.  THE CENTER OF THE TOP OF THE TANK WAS INTERSECTED.
 JJ0757'IT IS 19.200 METERS*, 62.990 FEET NORTHWEST OF TRIANGULATION
 JJ0757'STATION CHEYENNE.
 JJ0757'
 JJ0757'*MEASURED ON GROUND.
 JJ0757
 JJ0757                          STATION RECOVERY (1971)
 JJ0757
 JJ0757'RECOVERY NOTE BY US ENGINEERS 1971 (M)
 JJ0757'WATER TANK RECOVERED IN GOOD CONDITION.
 JJ0757'
 JJ0757'1954 DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1154 ***********************************************************************
 JK1154  DESIGNATION -  CHHW 1
 JK1154  PID         -  JK1154
 JK1154  STATE/COUNTY-  CO/EL PASO
 JK1154  USGS QUAD   -  CORRAL BLUFFS (1975)
 JK1154
 JK1154                         *CURRENT SURVEY CONTROL
 JK1154  ___________________________________________________________________
 JK1154* NAD 83(1992)-  38 52 13.76415(N)    104 30 19.97622(W)     ADJUSTED  
 JK1154* NAVD 88     -      1954.     (meters)    6411.     (feet)  SCALED    
 JK1154  ___________________________________________________________________
 JK1154  LAPLACE CORR-          -7.06  (seconds)                    DEFLEC99
 JK1154  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 JK1154
 JK1154  HORZ ORDER  -  THIRD
 JK1154
 JK1154.The horizontal coordinates were established by classical geodetic methods
 JK1154.and adjusted by the National Geodetic Survey in January 1993..
 JK1154
 JK1154.The orthometric height was scaled from a topographic map.
 JK1154
 JK1154.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1154
 JK1154.The geoid height was determined by GEOID03.
 JK1154
 JK1154;                    North         East     Units Scale Factor Converg.
 JK1154;SPC CO C     -   420,404.536 1,000,697.810   MT  0.99994396   +0 37 37.9
 JK1154;SPC CO C     - 1,379,277.22  3,283,122.73   sFT  0.99994396   +0 37 37.9
 JK1154;UTM  13      - 4,302,521.035   542,893.440   MT  0.99962265   +0 18 37.1
 JK1154
 JK1154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1154!SPC CO C     -   0.99969638  x   0.99994396  =   0.99964036
 JK1154!UTM  13      -   0.99969638  x   0.99962265  =   0.99931914
 JK1154
 JK1154:                Primary Azimuth Mark                     Grid Az
 JK1154:SPC CO C     -  HIDDEN                                   096 46 19.0
 JK1154:UTM  13      -  HIDDEN                                   097 05 19.8
 JK1154
 JK1154|---------------------------------------------------------------------|
 JK1154| PID    Reference Object                     Distance      Geod. Az  |
 JK1154|                                                           dddmmss.s |
 JK1154| JK1001 HIDDEN                              APPROX. 4.3 KM 0972356.9 |
 JK1154|---------------------------------------------------------------------|
 JK1154
 JK1154                          SUPERSEDED SURVEY CONTROL
 JK1154
 JK1154  NAD 83(1986)-  38 52 13.75494(N)    104 30 19.96973(W) AD(       ) 3
 JK1154  NAD 27      -  38 52 13.77945(N)    104 30 18.08747(W) AD(       ) 3
 JK1154
 JK1154.Superseded values are not recommended for survey control.
 JK1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1154.See file dsdata.txt to determine how the superseded data were derived.
 JK1154
 JK1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED4289302521(NAD 83)
 JK1154_MARKER: DD = SURVEY DISK
 JK1154_SETTING: 0 = UNSPECIFIED SETTING
 JK1154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK1154
 JK1154  HISTORY     - Date     Condition        Report By
 JK1154  HISTORY     - 1947     MONUMENTED       USGS
 JK1154
 JK1154                          STATION DESCRIPTION
 JK1154
 JK1154'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JK1154'STATION IS LOCATED IN SW. 1/4 OF SE. 1/4 OF SEC. 36, T 13 S, R 64 W,
 JK1154'IS BEST REACHED FROM SCOTTS STORE AT JUNCTION OF STATE HIGHWAY 94 AND
 JK1154'U.S. HIGHWAY 24 BY GOING 10.2 MI. ON HIGHWAY 94 TO SECTION LINE RD.
 JK1154'N., THENCE N. 2 MI. TO T-RD. E. ON SECTION LINE.  ENTER GATE IN N.
 JK1154'RIGHT-OF-WAY FENCE JUST PAST MR. SLOCUMS RANCH HOUSE.  STATION LIES
 JK1154'0.7 MI. NE. ON TOP OF SMALL HILL.
 JK1154'
 JK1154'STATION MARK--STANDARD USGS BM SET IN POURED CONCRETE POST AND
 JK1154'PROJECTING ABOUT 1 IN. ABOVE SURFACE OF GROUND, STAMPED ---CHHW-1
 JK1154'1947---.
 JK1154'
 JK1154'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1017 ***********************************************************************
 JK1017  DESIGNATION -  CHICOSO
 JK1017  PID         -  JK1017
 JK1017  STATE/COUNTY-  CO/PUEBLO
 JK1017  USGS QUAD   -  FLYING A RANCH (1974)
 JK1017
 JK1017                         *CURRENT SURVEY CONTROL
 JK1017  ___________________________________________________________________
 JK1017* NAD 83(1992)-  38 05 00.15225(N)    104 11 11.05903(W)     ADJUSTED  
 JK1017* NAVD 88     -      1394.4    (meters)    4575.     (feet)  VERTCON   
 JK1017  ___________________________________________________________________
 JK1017  LAPLACE CORR-          -5.52  (seconds)                    DEFLEC99
 JK1017  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 JK1017
 JK1017  HORZ ORDER  -  SECOND
 JK1017
 JK1017.The horizontal coordinates were established by classical geodetic methods
 JK1017.and adjusted by the National Geodetic Survey in January 1993..
 JK1017
 JK1017.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1017
 JK1017.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1017
 JK1017.The geoid height was determined by GEOID03.
 JK1017
 JK1017;                    North         East     Units Scale Factor Converg.
 JK1017;SPC CO S     -   462,844.301 1,029,638.333   MT  0.99995483   +0 48 20.6
 JK1017;SPC CO S     - 1,518,515.01  3,378,071.76   sFT  0.99995483   +0 48 20.6
 JK1017;UTM  13      - 4,215,378.264   571,351.073   MT  0.99966270   +0 30 06.7
 JK1017
 JK1017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1017!SPC CO S     -   0.99978446  x   0.99995483  =   0.99973930
 JK1017!UTM  13      -   0.99978446  x   0.99966270  =   0.99944724
 JK1017
 JK1017|---------------------------------------------------------------------|
 JK1017| PID    Reference Object                     Distance      Geod. Az  |
 JK1017|                                                           dddmmss.s |
 JK1017| CM8652 CHICOSO RM 1                          6.859 METERS 06000     |
 JK1017| JK1013 FOWLER WATER TANK                   APPROX.15.1 KM 0711829.3 |
 JK1017| CM8651 CHICOSO AZ MK                                      1223816.1 |
 JK1017| CM8653 CHICOSO RM 2                          6.833 METERS 16432     |
 JK1017|---------------------------------------------------------------------|
 JK1017
 JK1017                          SUPERSEDED SURVEY CONTROL
 JK1017
 JK1017  NAD 83(1986)-  38 05 00.13506(N)    104 11 11.05380(W) AD(       ) 2
 JK1017  NAD 27      -  38 05 00.12200(N)    104 11 09.17500(W) AD(       ) 2
 JK1017  NGVD 29 (07/19/86) 1393.6    (m)         4572.     (f) VERT ANG       
 JK1017
 JK1017.Superseded values are not recommended for survey control.
 JK1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1017.See file dsdata.txt to determine how the superseded data were derived.
 JK1017
 JK1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC7135115378(NAD 83)
 JK1017_MARKER: DS = TRIANGULATION STATION DISK
 JK1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1017
 JK1017  HISTORY     - Date     Condition        Report By
 JK1017  HISTORY     - 1952     MONUMENTED       CGS
 JK1017  HISTORY     - 1959     GOOD             USGS
 JK1017
 JK1017                          STATION DESCRIPTION
 JK1017
 JK1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LGT)
 JK1017'THE STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF AVONDALE,
 JK1017'10 MILES WEST OF FOWLER, 4 MILES NORTH AND 2.5 MILES EAST OF
 JK1017'WHAT IS KNOWN AS CHICOSO RESERVOIR AND 3 MILES WEST AND 0.5 MILE
 JK1017'SOUTH OF HUNGER FOOT LAKE, ON THE HIGHEST POINT OF A LOW, ROLLING
 JK1017'GRASS-COVERED HILL.
 JK1017'
 JK1017'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS U.S. 50 AND
 JK1017'STATE 167 IN FOWLER, GO WEST ON U.S. 50 FOR 9.4 MILES TO A
 JK1017'SIDE ROAD LEFT AND A SIGN ABOUT 100 FEET TO THE EAST OF THE SIDE
 JK1017'ROAD J.B. INGRAM SHEEP RANCH.  TURN LEFT, SOUTH, AND GO 3.1 MILES
 JK1017'TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST FOR 1.4 MILES
 JK1017'TO A SIDE ROAD RIGHT.  TURN RIGHT, SOUTH, FOR 1.5 MILES TO A
 JK1017'RANCH HOUSE AND 3 FORKS.  TAKE THE MIDDLE FORK, STRAIGHT AHEAD,
 JK1017'FOR 1.0 MILE TO A FORK.  TAKE THE RIGHT FORK FOR 0.7 MILE TO A
 JK1017'WIRE GATE.  PASS THROUGH THE GATE AND GO SOUTH 1.0 MILE TO A
 JK1017'WINDMILL.  (TO REACH THE AZIMUTH MARK FROM HERE, GO EAST
 JK1017'0.25 MILE TO ANOTHER WINDMILL AND THE AZIMUTH MARK AS
 JK1017'DESCRIBED BELOW.) HERE TURN RIGHT AND FOLLOW A DIM TRACK
 JK1017'ROAD WEST-NORTHWEST FOR 0.9 MILE TO A VERY DIM TRACK ROAD RIGHT.
 JK1017'TURN RIGHT AND GO NORTH 0.1 MILE TO THE HIGHEST POINT OF THE
 JK1017'HILL AND THE STATION.  A DRIVE STATION.
 JK1017'
 JK1017'THE STATION MARK, STAMPED CHICOSO 1952, IS A STANDARD DISK
 JK1017'SET IN THE TOP OF A 12 IN X 12 IN SQUARE CONCRETE POST THAT
 JK1017'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 7.5 FEET NORTHWEST
 JK1017'OF A WHITE WITNESS POST.
 JK1017'
 JK1017'REFERENCE MARK 1, STAMPED CHICOSO NO 1 1952, IS A STANDARD
 JK1017'DISK SET IN THE TOP OF A 12 IN X 12 IN SQUARE CONCRETE POST
 JK1017'THAT PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS ABOUT THE SAME
 JK1017'ELEVATION AS THE STATION.
 JK1017'
 JK1017'REFERENCE MARK 2, STAMPED CHICOSO NO 2 1952, IS A STANDARD DISK
 JK1017'SET IN THE TOP OF A 12 IN X 12 IN SQUARE CONCRETE POST THAT
 JK1017'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS ABOUT THE SAME
 JK1017'ELEVATION AS THE STATION.
 JK1017'
 JK1017'THE AZIMUTH MARK, STAMPED CHICOSO 1952, IS A STANDARD DISK SET
 JK1017'IN THE TOP OF A 12 IN X 12 IN SQUARE CONCRETE POST THAT PROJECTS
 JK1017'10 INCHES ABOVE THE GROUND.  IT IS ABOUT 150 FEET WEST OF A
 JK1017'WINDMILL AND A WATER TANK, 2 FEET SOUTH OF A WHITE WITNESS POST
 JK1017'AND 18 INCHES WEST OF A NORTH-SOUTH FENCE.
 JK1017
 JK1017                          STATION RECOVERY (1959)
 JK1017
 JK1017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 JK1017'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---CHICOSO 1952---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2027 ***********************************************************************
 KK2027  DESIGNATION -  CHIEF
 KK2027  PID         -  KK2027
 KK2027  STATE/COUNTY-  CO/CLEAR CREEK
 KK2027  USGS QUAD   -  IDAHO SPRINGS (1974)
 KK2027
 KK2027                         *CURRENT SURVEY CONTROL
 KK2027  ___________________________________________________________________
 KK2027* NAD 83(1992)-  39 40 32.73024(N)    105 31 22.53698(W)     ADJUSTED  
 KK2027* NAVD 88     -      3570.4    (meters)   11714.     (feet)  VERTCON   
 KK2027  ___________________________________________________________________
 KK2027  LAPLACE CORR-         -12.49  (seconds)                    DEFLEC99
 KK2027  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 KK2027
 KK2027  HORZ ORDER  -  THIRD
 KK2027
 KK2027.The horizontal coordinates were established by classical geodetic methods
 KK2027.and adjusted by the National Geodetic Survey in January 1993..
 KK2027
 KK2027.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2027
 KK2027.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2027
 KK2027.The geoid height was determined by GEOID03.
 KK2027
 KK2027;                    North         East     Units Scale Factor Converg.
 KK2027;SPC CO C     -   509,329.324   912,434.808   MT  0.99998616   -0 00 52.1
 KK2027;SPC CO C     - 1,671,024.62  2,993,546.53   sFT  0.99998616   -0 00 52.1
 KK2027;UTM  13      - 4,391,901.245   455,152.591   MT  0.99962476   -0 20 01.9
 KK2027
 KK2027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2027!SPC CO C     -   0.99944222  x   0.99998616  =   0.99942839
 KK2027!UTM  13      -   0.99944222  x   0.99962476  =   0.99906719
 KK2027
 KK2027:                Primary Azimuth Mark                     Grid Az
 KK2027:SPC CO C     -  BELLEVUE                                 350 25 12.3
 KK2027:UTM  13      -  BELLEVUE                                 350 44 22.1
 KK2027
 KK2027|---------------------------------------------------------------------|
 KK2027| PID    Reference Object                     Distance      Geod. Az  |
 KK2027|                                                           dddmmss.s |
 KK2027| KK2013 BELLEVUE                            APPROX. 9.9 KM 3502420.2 |
 KK2027|---------------------------------------------------------------------|
 KK2027
 KK2027                          SUPERSEDED SURVEY CONTROL
 KK2027
 KK2027  NAD 83(1986)-  39 40 32.72964(N)    105 31 22.53763(W) AD(       ) 3
 KK2027  NAD 27      -  39 40 32.76902(N)    105 31 20.54845(W) AD(       ) 3
 KK2027  NGVD 29 (07/19/86) 3569.0    (m)        11709.     (f) VERT ANG       
 KK2027
 KK2027.Superseded values are not recommended for survey control.
 KK2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2027.See file dsdata.txt to determine how the superseded data were derived.
 KK2027
 KK2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD5515391901(NAD 83)
 KK2027
 KK2027  HISTORY     - Date     Condition        Report By
 KK2027  HISTORY     - 1941     MONUMENTED       USGS
 KK2027  HISTORY     - 1957     GOOD             USGS
 KK2027  HISTORY     - 1968     POOR             LOCSUR
 KK2027
 KK2027                          STATION DESCRIPTION
 KK2027
 KK2027'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 KK2027'STATION RECOVERED AS PREVIOUSLY DESCRIBED.
 KK2027'
 KK2027'STATION LOCATED ON CHIEF MTN., 4.5 MI. (AIRLINE) S. OF IDAHO SPRINGS.
 KK2027'
 KK2027'STATION BEST REACHED NOW BY GOING S. FROM IDAHO SPRINGS ON ECHO
 KK2027'LAKE-MT. EVANS ROAD 14 MI. TO ECHO LAKE.  TURN LEFT AT ECHO LAKE
 KK2027'LODGE ON TO SQUAW PASS ROAD AND GO E. TO CHIEF MTN.  THERE IS A
 KK2027'FOREST SERVICE TRAIL FROM RD. TO SUMMIT.  IT IS APPROXIMATELY 1 HOUR
 KK2027'HIKE UP TRAIL TO STATION.
 KK2027'
 KK2027'STATION MARK--BRONZE TRIANGULATION TABLET CEMENTED IN SOLID ROCK, OVER
 KK2027'WHICH IS ERECTED A ROCK CAIRN, 4 FT. BASE AND 5 FT. HIGH.
 KK2027'
 KK2027'REFERENCE MARKS--NONE.
 KK2027'
 KK2027'FOUND IN GOOD CONDITION.
 KK2027
 KK2027                          STATION RECOVERY (1968)
 KK2027
 KK2027'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1968 (JWA)
 KK2027'REPORTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0742 ***********************************************************************
 KL0742  DESIGNATION -  CHIEF=8680
 KL0742  PID         -  KL0742
 KL0742  STATE/COUNTY-  CO/GARFIELD
 KL0742  USGS QUAD   -  ANVIL POINTS (1982)
 KL0742
 KL0742                         *CURRENT SURVEY CONTROL
 KL0742  ___________________________________________________________________
 KL0742* NAD 83(1992)-  39 32 13.65654(N)    107 59 59.63655(W)     ADJUSTED  
 KL0742* NAVD 88     -      2635.86   (+/-2cm)    8647.8    (feet)  VERTCON   
 KL0742  ___________________________________________________________________
 KL0742  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 KL0742  GEOID HEIGHT-         -15.80  (meters)                     GEOID03
 KL0742
 KL0742  HORZ ORDER  -  THIRD
 KL0742  VERT ORDER  -  THIRD ? (See Below)
 KL0742
 KL0742.The horizontal coordinates were established by classical geodetic methods
 KL0742.and adjusted by the National Geodetic Survey in January 1993..
 KL0742
 KL0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0742.The vertical order pertains to the NGVD 29 superseded value.
 KL0742
 KL0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0742
 KL0742.The geoid height was determined by GEOID03.
 KL0742
 KL0742;                    North         East     Units Scale Factor Converg.
 KL0742;SPC CO C     -   496,894.253   699,526.090   MT  0.99996482   -1 34 36.0
 KL0742;SPC CO C     - 1,630,227.23  2,295,028.51   sFT  0.99996482   -1 34 36.0
 KL0742;SPC CO N     -   330,457.098   699,512.606   MT  1.00003383   -1 36 55.0
 KL0742;SPC CO N     - 1,084,174.66  2,294,984.27   sFT  1.00003383   -1 36 55.0
 KL0742;UTM  13      - 4,380,683.513   242,186.352   MT  1.00041843   -1 54 38.6
 KL0742;UTM  12      - 4,380,684.092   757,831.004   MT  1.00041854   +1 54 39.1
 KL0742
 KL0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0742!SPC CO C     -   0.99958912  x   0.99996482  =   0.99955395
 KL0742!SPC CO N     -   0.99958912  x   1.00003383  =   0.99962293
 KL0742!UTM  13      -   0.99958912  x   1.00041843  =   1.00000737
 KL0742!UTM  12      -   0.99958912  x   1.00041854  =   1.00000748
 KL0742
 KL0742:                Primary Azimuth Mark                     Grid Az
 KL0742:SPC CO C     -  HULBERT                                  241 47 22.8
 KL0742:SPC CO N     -  HULBERT                                  241 49 41.8
 KL0742:UTM  13      -  HULBERT                                  242 07 25.4
 KL0742:UTM  12      -  HULBERT                                  238 18 07.7
 KL0742
 KL0742|---------------------------------------------------------------------|
 KL0742| PID    Reference Object                     Distance      Geod. Az  |
 KL0742|                                                           dddmmss.s |
 KL0742| KM0252 HULBERT                             APPROX. 3.4 KM 2401246.8 |
 KL0742|---------------------------------------------------------------------|
 KL0742
 KL0742                          SUPERSEDED SURVEY CONTROL
 KL0742
 KL0742  NAD 83(1986)-  39 32 13.65015(N)    107 59 59.62978(W) AD(       ) 3
 KL0742  NAD 27      -  39 32 13.73004(N)    107 59 57.36542(W) AD(       ) 3
 KL0742  NGVD 29 (07/19/86) 2634.56   (m)         8643.6    (f) LEVELING    3  
 KL0742
 KL0742.Superseded values are not recommended for survey control.
 KL0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0742.See file dsdata.txt to determine how the superseded data were derived.
 KL0742
 KL0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD4218680684(NAD 83)
 KL0742
 KL0742  HISTORY     - Date     Condition        Report By
 KL0742  HISTORY     - 1925     MONUMENTED       USGS
 KL0742  HISTORY     - 1959     GOOD             CGS
 KL0742
 KL0742                          STATION DESCRIPTION
 KL0742
 KL0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (MEB)
 KL0742'RECOVERED AND REDESCRIBED AS FOLLOWS--
 KL0742'
 KL0742'STATION IS LOCATED 12 MI. W. OF RIFLE, COLORADO, ON THE OIL SHALE
 KL0742'CLIFFS.
 KL0742'
 KL0742'TO REACH THE STATION FROM THE P.O. IN RIFLE, PROCEED 13.4 MI. W. ALONG
 KL0742'U.S. HIGHWAY 6, THENCE TURN RIGHT ALONG RANCH RD. TO THE RANCH PLACE
 KL0742'OWNED BY ORVILLE MAHAFFEY, PASS THROUGH YARD AND CONTINUE ALONG JEEP
 KL0742'RD. WHICH CLIMBS THE OIL SHALE CLIFFS AND BREAKS OUT ON TOP, FOLLOW
 KL0742'THE RD. NE. ALONG THE RIDGE BETWEEN E. FORK OF PARACHUTE CREEK AND
 KL0742'COTTONWOOD GULCH TO GATE, DISTANCE FROM U.S. HIGHWAY TO GATE IS 8.8
 KL0742'MI., PROCEED THROUGH GATE AND CONTINUE FOR 2.8 MI. AND THE STATION
 KL0742'ON THE RIGHT.  STATION IS ON SAGE BRUSH TOP.  STATION IS 160 FT. W.
 KL0742'OF DOYLE TRAIL AND 35 FT. S. OF RD.
 KL0742'
 KL0742'STATION MARK--STANDARD USGS BRASS TABLET, CEMENTED IN TOP OF ZINC
 KL0742'CONE, SET FLUSH WITH GROUND, MARK RECOVERED IN GOOD CONDITION, STAMPED
 KL0742'---8640 VA---.
 KL0742'
 KL0742'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1244 ***********************************************************************
 JK1244  DESIGNATION -  CHIMNEY
 JK1244  PID         -  JK1244
 JK1244  STATE/COUNTY-  CO/EL PASO
 JK1244  USGS QUAD   -  PIKES PEAK (1984)
 JK1244
 JK1244                         *CURRENT SURVEY CONTROL
 JK1244  ___________________________________________________________________
 JK1244* NAD 83(1992)-  38 50 24.63261(N)    105 02 32.72655(W)     ADJUSTED  
 JK1244* NAVD 88     -                                                        
 JK1244  ___________________________________________________________________
 JK1244  LAPLACE CORR-         -16.65  (seconds)                    DEFLEC99
 JK1244  GEOID HEIGHT-         -15.00  (meters)                     GEOID03
 JK1244
 JK1244  HORZ ORDER  -  THIRD
 JK1244
 JK1244.The horizontal coordinates were established by classical geodetic methods
 JK1244.and adjusted by the National Geodetic Survey in January 1993..
 JK1244
 JK1244
 JK1244.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1244
 JK1244.The geoid height was determined by GEOID03.
 JK1244
 JK1244;                    North         East     Units Scale Factor Converg.
 JK1244;SPC CO C     -   416,667.164   954,126.703   MT  0.99994622   +0 17 18.9
 JK1244;SPC CO C     - 1,367,015.52  3,130,330.69   sFT  0.99994622   +0 17 18.9
 JK1244;UTM  13      - 4,299,041.810   496,318.178   MT  0.99960017   -0 01 35.8
 JK1244
 JK1244                          SUPERSEDED SURVEY CONTROL
 JK1244
 JK1244  NAD 83(1986)-  38 50 24.62322(N)    105 02 32.70902(W) AD(       ) 4
 JK1244  NAD 27      -  38 50 24.64200(N)    105 02 30.75400(W) AD(       ) 3
 JK1244
 JK1244.Superseded values are not recommended for survey control.
 JK1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1244.See file dsdata.txt to determine how the superseded data were derived.
 JK1244
 JK1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC9631899042(NAD 83)
 JK1244_MARKER: 85 = CHIMNEY
 JK1244
 JK1244  HISTORY     - Date     Condition        Report By
 JK1244  HISTORY     - 1879     FIRST OBSERVED   CGS
 JK1244
 JK1244                          STATION DESCRIPTION
 JK1244
 JK1244'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1219 ***********************************************************************
 JK1219  DESIGNATION -  CHIMNEY NO 2
 JK1219  PID         -  JK1219
 JK1219  STATE/COUNTY-  CO/EL PASO
 JK1219  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK1219
 JK1219                         *CURRENT SURVEY CONTROL
 JK1219  ___________________________________________________________________
 JK1219* NAD 83(1992)-  38 47 30.65875(N)    104 48 58.22571(W)     ADJUSTED  
 JK1219* NAVD 88     -      1836.     (meters)    6024.     (feet)  VERTCON   
 JK1219  ___________________________________________________________________
 JK1219  LAPLACE CORR-         -16.87  (seconds)                    DEFLEC99
 JK1219  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 JK1219
 JK1219  HORZ ORDER  -  THIRD
 JK1219
 JK1219.The horizontal coordinates were established by classical geodetic methods
 JK1219.and adjusted by the National Geodetic Survey in January 1993..
 JK1219
 JK1219.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1219
 JK1219.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1219
 JK1219.The geoid height was determined by GEOID03.
 JK1219
 JK1219;                    North         East     Units Scale Factor Converg.
 JK1219;SPC CO C     -   411,426.214   973,808.894   MT  0.99995039   +0 25 52.6
 JK1219;SPC CO C     - 1,349,820.84  3,194,904.68   sFT  0.99995039   +0 25 52.6
 JK1219;UTM  13      - 4,293,694.373   515,964.371   MT  0.99960314   +0 06 54.6
 JK1219
 JK1219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1219!SPC CO C     -   0.99971467  x   0.99995039  =   0.99966508
 JK1219!UTM  13      -   0.99971467  x   0.99960314  =   0.99931792
 JK1219
 JK1219                          SUPERSEDED SURVEY CONTROL
 JK1219
 JK1219  NAD 83(1986)-  38 47 30.65034(N)    104 48 58.21917(W) AD(       ) 3
 JK1219  NAD 27      -  38 47 30.67559(N)    104 48 56.30278(W) AD(       ) 3
 JK1219  NGVD 29 (07/19/86) 1835.     (m)         6020.     (f) VERT ANG       
 JK1219
 JK1219.Superseded values are not recommended for survey control.
 JK1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1219.See file dsdata.txt to determine how the superseded data were derived.
 JK1219
 JK1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC1596493694(NAD 83)
 JK1219_MARKER: 63 = STACK
 JK1219
 JK1219  HISTORY     - Date     Condition        Report By
 JK1219  HISTORY     - 1947     FIRST OBSERVED   USGS
 JK1219
 JK1219                          STATION DESCRIPTION
 JK1219
 JK1219'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JK1219'STATION IS LOCATED APPROXIMATELY 3 MI. S. ALONG U.S. HIGHWAY 115 FROM
 JK1219'THE COLORADO SPRINGS POST OFFICE.
 JK1219'
 JK1219'STATION MARK--THE SMOKESTACK AT THE MYRON STRATTON HOME.  HEIGHT OF
 JK1219'TOP OF STACK ABOVE GROUND IS 159 FT.
 JK1219'
 JK1219'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0380 ***********************************************************************
 JM0380  DESIGNATION -  CHIP
 JM0380  PID         -  JM0380
 JM0380  STATE/COUNTY-  CO/DELTA
 JM0380  USGS QUAD   -  DELTA (1962)
 JM0380
 JM0380                         *CURRENT SURVEY CONTROL
 JM0380  ___________________________________________________________________
 JM0380* NAD 83(1992)-  38 41 20.38317(N)    108 01 51.85083(W)     ADJUSTED  
 JM0380* NAVD 88     -      1579.1    (meters)    5181.     (feet)  VERTCON   
 JM0380  ___________________________________________________________________
 JM0380  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 JM0380  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 JM0380
 JM0380  HORZ ORDER  -  THIRD
 JM0380
 JM0380.The horizontal coordinates were established by classical geodetic methods
 JM0380.and adjusted by the National Geodetic Survey in January 1993..
 JM0380
 JM0380.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0380
 JM0380.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0380
 JM0380.The geoid height was determined by GEOID03.
 JM0380
 JM0380;                    North         East     Units Scale Factor Converg.
 JM0380;SPC CO C     -   402,852.596   694,224.703   MT  0.99996161   -1 35 46.7
 JM0380;SPC CO C     - 1,321,692.23  2,277,635.55   sFT  0.99996161   -1 35 46.7
 JM0380;UTM  12      - 4,286,449.248   758,232.027   MT  1.00042125   +1 51 24.8
 JM0380;UTM  13      - 4,286,626.344   236,362.108   MT  1.00045600   -1 53 44.8
 JM0380
 JM0380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0380!SPC CO C     -   0.99975494  x   0.99996161  =   0.99971656
 JM0380!UTM  12      -   0.99975494  x   1.00042125  =   1.00017609
 JM0380!UTM  13      -   0.99975494  x   1.00045600  =   1.00021083
 JM0380
 JM0380:                Primary Azimuth Mark                     Grid Az
 JM0380:SPC CO C     -  AIRPORT                                  031 18 22.7
 JM0380:UTM  12      -  AIRPORT                                  027 51 11.2
 JM0380:UTM  13      -  AIRPORT                                  031 36 20.8
 JM0380
 JM0380|---------------------------------------------------------------------|
 JM0380| PID    Reference Object                     Distance      Geod. Az  |
 JM0380|                                                           dddmmss.s |
 JM0380| JL0870 AIRPORT                             APPROX. 6.7 KM 0294236.0 |
 JM0380|---------------------------------------------------------------------|
 JM0380
 JM0380                          SUPERSEDED SURVEY CONTROL
 JM0380
 JM0380  NAD 83(1986)-  38 41 20.37914(N)    108 01 51.84277(W) AD(       ) 3
 JM0380  NAD 27      -  38 41 20.42951(N)    108 01 49.59762(W) AD(       ) 3
 JM0380  NGVD 29 (07/19/86) 1578.0    (m)         5177.     (f) VERT ANG       
 JM0380
 JM0380.Superseded values are not recommended for survey control.
 JM0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0380.See file dsdata.txt to determine how the superseded data were derived.
 JM0380
 JM0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH5823286449(NAD 83)
 JM0380_MARKER: DD = SURVEY DISK
 JM0380_SETTING: 66 = SET IN ROCK OUTCROP
 JM0380_SP_SET: SET IN ROCK OUTCROP
 JM0380_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0380+STABILITY: POSITION/ELEVATION WELL
 JM0380
 JM0380  HISTORY     - Date     Condition        Report By
 JM0380  HISTORY     - 1951     MONUMENTED       USGS
 JM0380
 JM0380                          STATION DESCRIPTION
 JM0380
 JM0380'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JM0380'LOCATED ABOUT 4 MI. SE. OF DELTA, COLORADO, ABOUT 6.5 MI. NW. OF
 JM0380'OLATHE, COLORADO, 1 MI. W. OF THE DENVER AND RIO GRANDE RAILROAD ON A
 JM0380'BLUFF OVERLOOKING THE UNCOMPAHGRE RIVER TO THE E.
 JM0380'
 JM0380'TO REACH FROM FOURTH AND MAIN STREETS IN DELTA, DRIVE S. ON HIGHWAY 50
 JM0380'2.7 MI. TO RD. FORK.  TURN RIGHT OFF HIGHWAY 50 AND FOLLOW BLACK TOP
 JM0380'RD. 0.4 MI. TO THE UNCOMPAHGRE RIVER BRIDGE.  CONTINUE ON BLACK TOP
 JM0380'1.0 MI. TO T-RD. INTERSECTION NEAR THE FRED D. GITTINGS RANCH.  TURN
 JM0380'LEFT AND DRIVE 0.4 MI. TO DIM TRACK RD. LEADING SE. THROUGH FENCE.
 JM0380'DRIVE 0.1 MI. ON TRACK RD. TO STATION SITE NEAR ANGLE IN FENCE LINE.
 JM0380'
 JM0380'STATION MARK--STANDARD TABLET, STAMPED ---CHIP 1951---, CEMENTED IN
 JM0380'SOLID ROCK.
 JM0380'
 JM0380'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER IN BLAZED 16 IN.
 JM0380'COTTONWOOD TREE, 38.82 FT. FROM STATION MARK, S 05 DEG 01 MIN W.
 JM0380'
 JM0380'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO.
 JM0380'2---, CEMENTED IN SOLID ROCK, 35.6 FT. FROM STATION MARK,
 JM0380'S 84 DEG 53 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0435 ***********************************************************************
 JM0435  DESIGNATION -  CHIQUITA
 JM0435  PID         -  JM0435
 JM0435  STATE/COUNTY-  CO/MESA
 JM0435  USGS QUAD   -  GLADE PARK (1969)
 JM0435
 JM0435                         *CURRENT SURVEY CONTROL
 JM0435  ___________________________________________________________________
 JM0435* NAD 83(1992)-  38 54 37.63906(N)    108 39 08.53551(W)     ADJUSTED  
 JM0435* NAVD 88     -      2605.0    (meters)    8547.     (feet)  VERTCON   
 JM0435  ___________________________________________________________________
 JM0435  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 JM0435  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 JM0435
 JM0435  HORZ ORDER  -  SECOND
 JM0435
 JM0435.The horizontal coordinates were established by classical geodetic methods
 JM0435.and adjusted by the National Geodetic Survey in January 1993..
 JM0435
 JM0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0435
 JM0435.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0435
 JM0435.The geoid height was determined by GEOID03.
 JM0435
 JM0435;                    North         East     Units Scale Factor Converg.
 JM0435;SPC CO C     -   429,111.769   641,050.287   MT  0.99994141   -1 59 17.4
 JM0435;SPC CO C     - 1,407,844.20  2,103,179.15   sFT  0.99994141   -1 59 17.4
 JM0435;UTM  12      - 4,309,459.918   703,553.438   MT  1.00011023   +1 28 30.2
 JM0435
 JM0435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0435!SPC CO C     -   0.99959401  x   0.99994141  =   0.99953544
 JM0435!UTM  12      -   0.99959401  x   1.00011023  =   0.99970420
 JM0435
 JM0435|---------------------------------------------------------------------|
 JM0435| PID    Reference Object                     Distance      Geod. Az  |
 JM0435|                                                           dddmmss.s |
 JM0435| CM6263 CHIQUITA RM 2                        11.031 METERS 07331     |
 JM0435| CM6261 CHIQUITA AZ MK                                     1192449.3 |
 JM0435| CM6262 CHIQUITA RM 1                         3.968 METERS 30724     |
 JM0435|---------------------------------------------------------------------|
 JM0435
 JM0435                          SUPERSEDED SURVEY CONTROL
 JM0435
 JM0435  NAD 83(1986)-  38 54 37.63084(N)    108 39 08.51454(W) AD(       ) 2
 JM0435  NAD 27      -  38 54 37.69600(N)    108 39 06.16300(W) AD(       ) 2
 JM0435  NGVD 29 (07/19/86) 2603.7    (m)         8542.     (f) VERT ANG       
 JM0435
 JM0435.Superseded values are not recommended for survey control.
 JM0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0435.See file dsdata.txt to determine how the superseded data were derived.
 JM0435
 JM0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ0355309460(NAD 83)
 JM0435_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JM0435_SETTING: 0 = UNSPECIFIED SETTING
 JM0435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0435
 JM0435  HISTORY     - Date     Condition        Report By
 JM0435  HISTORY     - 1895     MONUMENTED       CGS
 JM0435  HISTORY     - 1934     SEE DESCRIPTION  CGS
 JM0435  HISTORY     - 1934     GOOD             CGS
 JM0435  HISTORY     - 1937     GOOD             CGS
 JM0435
 JM0435                          STATION DESCRIPTION
 JM0435
 JM0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1895 (WE)
 JM0435'STATION IS ABOUT 12 MILES SSW FROM GRAND JUNCTION, ON THE
 JM0435'NORTHERN RIM OR BROW OF PINON MESA.  THE STATION IS MARKED BY
 JM0435'A LOW BRICK PIER USED IN MOUNTING THE INSTRUMENT.
 JM0435
 JM0435                          STATION RECOVERY (1934)
 JM0435
 JM0435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 JM0435'ABOUT 19.5 MILES SOUTH-SOUTHWEST (BY ROAD) OF GRAND JUNCTION,
 JM0435'3 MILES NORTH OF NORTHEAST CREEK, 1/2 MILE SOUTHEAST OF LADDER
 JM0435'CREEK, NEAR MIDDLE OF SEC. 23, T. 13 S., R. 101 W., ON SOUTH
 JM0435'RIM OF PINON MESA, ON EAST SHOULDER OF RIDGE, ABOUT 1/4 MILE
 JM0435'FROM CREST, AND 50 YARDS NORTH OF TRIMMED YELLOW PINE.  TO REACH
 JM0435'FROM RAILROAD CROSSING IN GRAND JUNCTION, GO WEST 0.7 MILE ON
 JM0435'MAIN STREET, TAKE FIRST RIGHT FORK (LADDER CREEK ROAD) AND GO 0.5
 JM0435'MILE, TAKE LEFT FORK AND GO 0.6 MILE, TURN RIGHT AND GO
 JM0435'0.2 MILE, CONTINUE STRAIGHT AHEAD 6.7 MILES ON
 JM0435'MAIN-TRAVELED ROAD, TAKE LEFT FORK AND GO 7.0 MILES, TURN
 JM0435'LEFT PASSING THROUGH GATE AND FOLLOWING RIDGE 0.5 MILE
 JM0435'AHEAD, PROCEED 0.5 MILE AND PASS THROUGH SECOND GATE,
 JM0435'TURN LEFT AND GO 1.1 MILES PASSING TO LEFT OF BURNED MILL
 JM0435'AND KEEPING ALONG HILLSIDE, PROCEED 0.4 MILE AND PASS THROUGH
 JM0435'GATE, GO 0.3 MILE AND KEEP TO LEFT ALONG OLD LOGGING
 JM0435'ROAD ON THROUGH OLD MILL, FOLLOW TRAIL ALONG SIDE OF
 JM0435'HILL 0.7 MILE AND BEAR LEFT TO TOP OF RIDGE, AND
 JM0435'CONTINUE UP RIDGE 0.3 MILE TO STATION.  THE LATTER PART
 JM0435'OF TRIP, ABOUT 2 MILES, IS DIFFICULT TRAVEL WITH PASSENGER
 JM0435'CAR, BUT MAY BE MADE SAFELY WITH TRUCK.  ORIGINALLY MARKED BY LOW
 JM0435'BRICK PIER THAT WAS USED IN MOUNTING THE INSTRUMENT.  LATER, BRICK
 JM0435'PIER WAS REMOVED AND STATION RE-MARKED WITH STANDARD
 JM0435'U.S. GEOLOGICAL SURVEY DISK.  REFERENCE MARKS ARE
 JM0435'PROBABLY STANDARD REFERENCE DISKS IN CONCRETE.  NO. 1 IS
 JM0435'3.968 METERS (13.02 FEET) (SLOPE DISTANCE) FROM STATION.
 JM0435'NO. 2 IS 11.031 METERS (36.190 FEET)
 JM0435'(SLOPE DISTANCE) FROM STATION.
 JM0435
 JM0435                          STATION RECOVERY (1934)
 JM0435
 JM0435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 JM0435'RECOVERED AS DESCRIBED.
 JM0435'
 JM0435'ABOUT 12 MI. SSW. FROM GRAND JUNCTION, ON NORTHERN RIM OF BROW OF
 JM0435'PINON MESA.
 JM0435'
 JM0435'NGS STATES THAT THE STATION IS A STANDARD
 JM0435'USGS TABLET, STAMPED ---1934---, THE BRICK PIER HAS BEEN REMOVED AND
 JM0435'THE TABLET WAS PLACED IN THE CENTER.
 JM0435'
 JM0435'STATION MARK--STANDARD USGS TABLET STAMPED ---1934---.
 JM0435
 JM0435                          STATION RECOVERY (1937)
 JM0435
 JM0435'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 JM0435'LOCATED ON THE SOUTH RIM OF PINON MESA, NEAR THE MIDDLE OF
 JM0435'SEC. 23, T. 13 S., R. 101 W., (OLD GENERAL LAND OFFICE SURVEY),
 JM0435'ABOUT 1.5 MILES SOUTHEAST OF LADDER CREEK, AND 3.0 MILES
 JM0435'NORTHEAST OF NORTHEAST CREEK.  THE STATION IS MARKED WITH A
 JM0435'STANDARD U.S.G.S. MARK AND STAMPED 1934.  IT IS NOT ON THE
 JM0435'HIGHEST POINT OF THE VICINITY, BUT IS ON THE EAST SHOULDER OF THE
 JM0435'RIDGE ABOUT 0.25 MILE FROM THE CREST.  A TRIMMED YELLOW PINE
 JM0435'STANDS ABOUT 50 YARDS SOUTH OF THE STATION.
 JM0435'
 JM0435'REACHED FROM FRUITA BY GOING SOUTH ON THE MAIN ROAD THROUGH
 JM0435'THE STATE PARK FOR 19 MILES TO GLADE PARK POST OFFICE AND STORE.
 JM0435'CONTINUE SOUTH ON THE MAIN ROAD FOR 5.3 MILES.  THENCE RIGHT FORK
 JM0435'SOUTHEAST AND EAST FOR 1.85 MILES TO FORK.  THENCE RIGHT FORK
 JM0435'FOR 1.15 MILES TO A FORK.  THENCE LEFT FORK EAST AND NORTHEAST
 JM0435'FOR 1.85 MILES TO SECOND FORK.  HERE TAKE LEFT FORK AROUND
 JM0435'HILLSIDE FOR 1.1 MILES.  THENCE RIGHT FORK ALONG TOP OF RIDGE,
 JM0435'THROUGH THREE GATES FOR 2.5 MILES TO A RANCH HOUSE, AND OLD
 JM0435'SAWMILL SITE IN THE VALLEY.  HERE LEAVE THE MAIN ROAD AND
 JM0435'TAKE DIM TRACK ROAD LEFT, NORTH, ACROSS OLD SAWMILL SITE
 JM0435'FOR 0.9 MILE TO ANOTHER OLD SAWMILL SITE IN A DRAW.  CROSS
 JM0435'DRAW AND FOLLOW OLD ROAD TO THE RIGHT ALONG SIDE OF RIDGE
 JM0435'FOR 0.45 MILE TO A SADDLE.  HERE LEAVE THE ROAD AND TURN
 JM0435'LEFT ON DIM TRACKS UP RIDGE FOR 0.2 MILE TO A TALL TRIMMED
 JM0435'YELLOW PINE AND STATION SITE 50 YARDS NORTH.
 JM0435'
 JM0435'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 JM0435'
 JM0435'THE AZIMUTH MARK IS 0.35 MILE EAST-SOUTHEAST IN A BOULDER
 JM0435'100 FEET EAST OF A TRACK ROAD AND 60 FEET SOUTHWEST OF A PINE
 JM0435'WITH DEAD TOP.  IT IS NEWLY ESTABLISHED AND MARKED 1937.
 JM0435'
 JM0435'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET AS
 JM0435'DESCRIBED.
 JM0435'
 JM0435'THE ABOVE DISTANCES ARE SLOPE DISTANCES AND WERE MEASURED IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0727 ***********************************************************************
 KL0727  DESIGNATION -  CHIRP
 KL0727  PID         -  KL0727
 KL0727  STATE/COUNTY-  CO/GARFIELD
 KL0727  USGS QUAD   -  RIFLE FALLS (1987)
 KL0727
 KL0727                         *CURRENT SURVEY CONTROL
 KL0727  ___________________________________________________________________
 KL0727* NAD 83(1992)-  39 42 46.50251(N)    107 44 15.55143(W)     ADJUSTED  
 KL0727* NAVD 88     -      2638.6    (meters)    8657.     (feet)  VERTCON   
 KL0727  ___________________________________________________________________
 KL0727  LAPLACE CORR-           6.80  (seconds)                    DEFLEC99
 KL0727  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 KL0727
 KL0727  HORZ ORDER  -  THIRD
 KL0727
 KL0727.The horizontal coordinates were established by classical geodetic methods
 KL0727.and adjusted by the National Geodetic Survey in January 1993..
 KL0727
 KL0727.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0727
 KL0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0727
 KL0727.The geoid height was determined by GEOID03.
 KL0727
 KL0727;                    North         East     Units Scale Factor Converg.
 KL0727;SPC CO C     -   515,817.724   722,542.966   MT  0.99999287   -1 24 40.6
 KL0727;SPC CO C     - 1,692,311.98  2,370,543.05   sFT  0.99999287   -1 24 40.6
 KL0727;UTM  13      - 4,399,478.414   265,322.505   MT  1.00027809   -1 44 60.0
 KL0727
 KL0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0727!SPC CO C     -   0.99958855  x   0.99999287  =   0.99958142
 KL0727!UTM  13      -   0.99958855  x   1.00027809  =   0.99986652
 KL0727
 KL0727:                Primary Azimuth Mark                     Grid Az
 KL0727:SPC CO C     -  COULTER                                  012 32 19.1
 KL0727:UTM  13      -  COULTER                                  012 52 38.5
 KL0727
 KL0727|---------------------------------------------------------------------|
 KL0727| PID    Reference Object                     Distance      Geod. Az  |
 KL0727|                                                           dddmmss.s |
 KL0727| KL0726 COULTER                             APPROX. 2.8 KM 0110738.5 |
 KL0727|---------------------------------------------------------------------|
 KL0727
 KL0727                          SUPERSEDED SURVEY CONTROL
 KL0727
 KL0727  NAD 83(1986)-  39 42 46.49706(N)    107 44 15.54443(W) AD(       ) 3
 KL0727  NAD 27      -  39 42 46.56498(N)    107 44 13.31160(W) AD(       ) 3
 KL0727  NGVD 29 (07/19/86) 2637.2    (m)         8652.     (f) VERT ANG       
 KL0727
 KL0727.Superseded values are not recommended for survey control.
 KL0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0727.See file dsdata.txt to determine how the superseded data were derived.
 KL0727
 KL0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD6532399478(NAD 83)
 KL0727_MARKER: DD = SURVEY DISK
 KL0727_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KL0727_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KL0727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0727
 KL0727  HISTORY     - Date     Condition        Report By
 KL0727  HISTORY     - 1950     MONUMENTED       USGS
 KL0727
 KL0727                          STATION DESCRIPTION
 KL0727
 KL0727'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KL0727'STATION IS LOCATED ABOUT 12 MI. N. AND 2 MI. E. OF TOWN OF RIFLE,
 KL0727'COLORADO, ABOUT 15 FT. FROM E. EDGE OF SAGE COVERED MESA ALONG OLD
 KL0727'POST FENCE LINE.
 KL0727'
 KL0727'TO REACH STATION FROM P.O. IN TOWN OF RIFLE, FOLLOW COLORADO STATE
 KL0727'HIGHWAY 13 N. FOR 3.1 MI.  TURN RIGHT ON RIFLE CREEK ROAD AND AT 3.9
 KL0727'MI. TAKE RIGHT FORK, 4.4 MI. FURTHER ALONG THIS RD. TAKE THE LEFT FORK
 KL0727'AND CONTINUE FOR 2.7 MI.  TURN LEFT OFF RIFLE CREEK ROAD AND AT 0.1
 KL0727'MI. TAKE LEFT FORK.  AT 0.15 MI. ALONG THIS RD. TURN LEFT UP
 KL0727'SWITCHBACK RD. PASSING THRU GATE AT 0.8 MI.  AT 2.0 MI. BEYOND GATE,
 KL0727'TAKE RIGHT FORK AND 0.5 MI. FURTHER TAKE ANOTHER RIGHT FORK.  FOLLOW
 KL0727'THIS RD. 1.1 MI. TO FORK.  TAKE LEFT FORK AND THEN ANOTHER LEFT FORK
 KL0727'0.1 MI. FURTHER ALONG RD.  FOLLOW THIS RD. 0.7 MI. TO OLD CABIN AND
 KL0727'TURN LEFT AND GO UP HILL ON THE OTHER SIDE OF THE CABIN.  AT 0.7 MI.
 KL0727'BEYOND CABIN, TAKE LEFT FORK AND DRIVE TO OPEN FIELD 0.1 MI. BEYOND
 KL0727'FORK.  FOLLOW DIM TRAIL ACROSS FIELD, THROUGH TREES, AND DOWN E. EDGE
 KL0727'OF SAGE COVERED MESA, A TOTAL OF 0.5 MI. TO STATION.
 KL0727'
 KL0727'STATION MARK--STANDARD TABLET, WELDED IN IRON PIPE, PROTRUDING 6 IN.
 KL0727'ABOVE GROUND, STAMPED ---R-CHIRP 1950---.
 KL0727'
 KL0727'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1152 ***********************************************************************
 KK1152  DESIGNATION -  CHISELED SQUARE
 KK1152  PID         -  KK1152
 KK1152  STATE/COUNTY-  CO/CLEAR CREEK
 KK1152  USGS QUAD   -  CENTRAL CITY (1972)
 KK1152
 KK1152                         *CURRENT SURVEY CONTROL
 KK1152  ___________________________________________________________________
 KK1152* NAD 83(1986)-  39 45 51.     (N)    105 35 19.     (W)     SCALED    
 KK1152* NAVD 88     -      2407.425  (meters)    7898.36   (feet)  ADJUSTED  
 KK1152  ___________________________________________________________________
 KK1152  GEOID HEIGHT-         -12.86  (meters)                     GEOID03
 KK1152  DYNAMIC HT  -        2404.711 (meters)    7889.46  (feet)  COMP
 KK1152  MODELED GRAV-     979,412.5   (mgal)                       NAVD 88
 KK1152
 KK1152  VERT ORDER  -  SECOND    CLASS 0
 KK1152
 KK1152.The horizontal coordinates were scaled from a topographic map and have
 KK1152.an estimated accuracy of +/- 6 seconds.
 KK1152
 KK1152.The orthometric height was determined by differential leveling
 KK1152.and adjusted by the National Geodetic Survey in June 1991..
 KK1152
 KK1152.The geoid height was determined by GEOID03.
 KK1152
 KK1152.The dynamic height is computed by dividing the NAVD 88
 KK1152.geopotential number by the normal gravity value computed on the
 KK1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1152.degrees latitude (g = 980.6199 gals.).
 KK1152
 KK1152.The modeled gravity was interpolated from observed gravity values.
 KK1152
 KK1152;                    North         East    Units  Estimated Accuracy
 KK1152;SPC CO C     -   519,150.      906,810.      MT  (+/- 180 meters Scaled)
 KK1152
 KK1152                          SUPERSEDED SURVEY CONTROL
 KK1152
 KK1152  NGVD 29 (??/??/92) 2406.035  (m)         7893.80   (f) ADJ UNCH    2 0
 KK1152
 KK1152.Superseded values are not recommended for survey control.
 KK1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1152.See file dsdata.txt to determine how the superseded data were derived.
 KK1152
 KK1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE495017(NAD 83)
 KK1152_MARKER: Q = CHISELED SQUARE
 KK1152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK1152_SP_SET: CULVERT
 KK1152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1152
 KK1152  HISTORY     - Date     Condition        Report By
 KK1152  HISTORY     - UNK      MONUMENTED       CODH
 KK1152  HISTORY     - 1940     GOOD             NGS
 KK1152  HISTORY     - 1972     MARK NOT FOUND   USGS
 KK1152
 KK1152                          STATION DESCRIPTION
 KK1152
 KK1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KK1152'0.8 MI E FROM DUMONT.
 KK1152'0.8 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE PUBLIC SCHOOL AT
 KK1152'DUMONT, CLEAR CREEK COUNTY, 15 YARDS EAST OF THE CENTERLINE OF THE
 KK1152'OVERHEAD TRAMWAY OF THE CLEAR CREEK MINING CORP. MILL, AT A 24
 KK1152'INCH PIPE CULVERT, ON THE TOP OF THE EAST END OF THE NORTH
 KK1152'CONCRETE  HEADWALL, 15 FEET NORTH OF THE CENTERLINE  OF THE
 KK1152'HIGHWAY, AND 1.0 FOOT LOWER THAN THE HIGHWAY.  A 1-1/4 INCH
 KK1152'OUTLINED SQUARE.
 KK1152
 KK1152                          STATION RECOVERY (1972)
 KK1152
 KK1152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KK1152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0172 ***********************************************************************
 HJ0172  DESIGNATION -  CHISELED SQUARE
 HJ0172  PID         -  HJ0172
 HJ0172  STATE/COUNTY-  CO/OTERO
 HJ0172  USGS QUAD   -  TIMPAS (1984)
 HJ0172
 HJ0172                         *CURRENT SURVEY CONTROL
 HJ0172  ___________________________________________________________________
 HJ0172* NAD 83(1986)-  37 46 33.     (N)    103 49 42.     (W)     SCALED    
 HJ0172* NAVD 88     -      1381.587  (meters)    4532.76   (feet)  ADJUSTED  
 HJ0172  ___________________________________________________________________
 HJ0172  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 HJ0172  DYNAMIC HT  -        1380.118 (meters)    4527.94  (feet)  COMP
 HJ0172  MODELED GRAV-     979,518.7   (mgal)                       NAVD 88
 HJ0172
 HJ0172  VERT ORDER  -  SECOND    CLASS 0
 HJ0172
 HJ0172.The horizontal coordinates were scaled from a topographic map and have
 HJ0172.an estimated accuracy of +/- 6 seconds.
 HJ0172
 HJ0172.The orthometric height was determined by differential leveling
 HJ0172.and adjusted by the National Geodetic Survey in June 1991..
 HJ0172
 HJ0172.The geoid height was determined by GEOID03.
 HJ0172
 HJ0172.The dynamic height is computed by dividing the NAVD 88
 HJ0172.geopotential number by the normal gravity value computed on the
 HJ0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0172.degrees latitude (g = 980.6199 gals.).
 HJ0172
 HJ0172.The modeled gravity was interpolated from observed gravity values.
 HJ0172
 HJ0172;                    North         East    Units  Estimated Accuracy
 HJ0172;SPC CO S     -   429,220.    1,061,660.      MT  (+/- 180 meters Scaled)
 HJ0172
 HJ0172                          SUPERSEDED SURVEY CONTROL
 HJ0172
 HJ0172  NGVD 29 (??/??/92) 1380.836  (m)         4530.29   (f) ADJ UNCH    2 0
 HJ0172
 HJ0172.Superseded values are not recommended for survey control.
 HJ0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0172.See file dsdata.txt to determine how the superseded data were derived.
 HJ0172
 HJ0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB031815(NAD 83)
 HJ0172_MARKER: Q = CHISELED SQUARE
 HJ0172_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HJ0172_SP_SET: BRIDGE
 HJ0172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HJ0172
 HJ0172  HISTORY     - Date     Condition        Report By
 HJ0172  HISTORY     - 1934     MONUMENTED       CGS
 HJ0172
 HJ0172                          STATION DESCRIPTION
 HJ0172
 HJ0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HJ0172'1.4 MI NE FROM AYER.
 HJ0172'ABOUT 1.4 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HJ0172'RAILWAY FROM THE STATION AT AYER, OTERO COUNTY, AT BRIDGE 576 B,
 HJ0172'AND ON THE TOP OF THE WEST SIDE OF THE NORTH ABUTMENT.  A CHISELED
 HJ0172'SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0008 ***********************************************************************
 KK0008  DESIGNATION -  CHISELED SQUARE 1
 KK0008  PID         -  KK0008
 KK0008  STATE/COUNTY-  CO/ARAPAHOE
 KK0008  USGS QUAD   -  PEORIA (1978)
 KK0008
 KK0008                         *CURRENT SURVEY CONTROL
 KK0008  ___________________________________________________________________
 KK0008* NAD 83(1986)-  39 38 30.     (N)    104 04 29.     (W)     SCALED    
 KK0008* NAVD 88     -      1574.036  (meters)    5164.15   (feet)  ADJUSTED  
 KK0008  ___________________________________________________________________
 KK0008  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 KK0008  DYNAMIC HT  -        1572.590 (meters)    5159.41  (feet)  COMP
 KK0008  MODELED GRAV-     979,652.2   (mgal)                       NAVD 88
 KK0008
 KK0008  VERT ORDER  -  FIRST     CLASS II
 KK0008
 KK0008.The horizontal coordinates were scaled from a topographic map and have
 KK0008.an estimated accuracy of +/- 6 seconds.
 KK0008
 KK0008.The orthometric height was determined by differential leveling
 KK0008.and adjusted by the National Geodetic Survey in June 1991..
 KK0008
 KK0008.The geoid height was determined by GEOID03.
 KK0008
 KK0008.The dynamic height is computed by dividing the NAVD 88
 KK0008.geopotential number by the normal gravity value computed on the
 KK0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0008.degrees latitude (g = 980.6199 gals.).
 KK0008
 KK0008.The modeled gravity was interpolated from observed gravity values.
 KK0008
 KK0008;                    North         East    Units  Estimated Accuracy
 KK0008;SPC CO C     -   506,500.    1,036,740.      MT  (+/- 180 meters Scaled)
 KK0008
 KK0008                          SUPERSEDED SURVEY CONTROL
 KK0008
 KK0008  NGVD 29 (??/??/92) 1573.218  (m)         5161.47   (f) ADJ UNCH    1 2
 KK0008
 KK0008.Superseded values are not recommended for survey control.
 KK0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0008.See file dsdata.txt to determine how the superseded data were derived.
 KK0008
 KK0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED793883(NAD 83)
 KK0008_MARKER: Q = CHISELED SQUARE
 KK0008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0008_SP_SET: SEMAPHORE
 KK0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0008
 KK0008  HISTORY     - Date     Condition        Report By
 KK0008  HISTORY     - UNK      MONUMENTED       CGS
 KK0008  HISTORY     - 1938     GOOD             NGS
 KK0008
 KK0008                          STATION DESCRIPTION
 KK0008
 KK0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KK0008'2.4 MI NW FROM DEER TRAIL.
 KK0008'2.4 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KK0008'STATION AT DEER TRAIL, ARAPAHOE COUNTY, AT SEMAPHORE 5866, ON THE
 KK0008'TOP OF THE CONCRETE BASE, AND 10 FEET SOUTHWEST OF THE CENTERLINE
 KK0008'OF THE TRACK. A CHISELED SQUARE, MARKED USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0010 ***********************************************************************
 KK0010  DESIGNATION -  CHISELED SQUARE 2
 KK0010  PID         -  KK0010
 KK0010  STATE/COUNTY-  CO/ARAPAHOE
 KK0010  USGS QUAD   -  PEORIA (1978)
 KK0010
 KK0010                         *CURRENT SURVEY CONTROL
 KK0010  ___________________________________________________________________
 KK0010* NAD 83(1986)-  39 40 12.     (N)    104 06 17.     (W)     SCALED    
 KK0010* NAVD 88     -      1580.741  (meters)    5186.15   (feet)  ADJUSTED  
 KK0010  ___________________________________________________________________
 KK0010  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 KK0010  DYNAMIC HT  -        1579.296 (meters)    5181.41  (feet)  COMP
 KK0010  MODELED GRAV-     979,656.4   (mgal)                       NAVD 88
 KK0010
 KK0010  VERT ORDER  -  FIRST     CLASS II
 KK0010
 KK0010.The horizontal coordinates were scaled from a topographic map and have
 KK0010.an estimated accuracy of +/- 6 seconds.
 KK0010
 KK0010.The orthometric height was determined by differential leveling
 KK0010.and adjusted by the National Geodetic Survey in June 1991..
 KK0010
 KK0010.The geoid height was determined by GEOID03.
 KK0010
 KK0010.The dynamic height is computed by dividing the NAVD 88
 KK0010.geopotential number by the normal gravity value computed on the
 KK0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0010.degrees latitude (g = 980.6199 gals.).
 KK0010
 KK0010.The modeled gravity was interpolated from observed gravity values.
 KK0010
 KK0010;                    North         East    Units  Estimated Accuracy
 KK0010;SPC CO C     -   509,610.    1,034,120.      MT  (+/- 180 meters Scaled)
 KK0010
 KK0010                          SUPERSEDED SURVEY CONTROL
 KK0010
 KK0010  NGVD 29 (??/??/92) 1579.922  (m)         5183.46   (f) ADJ UNCH    1 2
 KK0010
 KK0010.Superseded values are not recommended for survey control.
 KK0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0010.See file dsdata.txt to determine how the superseded data were derived.
 KK0010
 KK0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED767915(NAD 83)
 KK0010_MARKER: Q = CHISELED SQUARE
 KK0010_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0010_SP_SET: SEMAPHORE
 KK0010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0010
 KK0010  HISTORY     - Date     Condition        Report By
 KK0010  HISTORY     - UNK      MONUMENTED       CGS
 KK0010  HISTORY     - 1938     GOOD             NGS
 KK0010
 KK0010                          STATION DESCRIPTION
 KK0010
 KK0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KK0010'5.1 MI NW FROM DEER TRAIL.
 KK0010'5.1 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KK0010'STATION AT DEER TRAIL, ARAPAHOE COUNTY, ABOUT 1/4 MILE SOUTH OF
 KK0010'U.S. HIGHWAY 40, ABOUT 100 YARDS SOUTHEAST OF A CURVE, AT SEMAPHORE
 KK0010'5891, ON THE TOP OF THE WEST CORNER OF THE CONCRETE BASE, AND
 KK0010'10 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK. A CHISELED
 KK0010'SQUARE, MARKED USBM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0012 ***********************************************************************
 KK0012  DESIGNATION -  CHISELED SQUARE 3
 KK0012  PID         -  KK0012
 KK0012  STATE/COUNTY-  CO/ARAPAHOE
 KK0012  USGS QUAD   -  BYERS (1978)
 KK0012
 KK0012                         *CURRENT SURVEY CONTROL
 KK0012  ___________________________________________________________________
 KK0012* NAD 83(1986)-  39 41 13.     (N)    104 07 43.     (W)     SCALED    
 KK0012* NAVD 88     -      1575.605  (meters)    5169.30   (feet)  ADJUSTED  
 KK0012  ___________________________________________________________________
 KK0012  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 KK0012  DYNAMIC HT  -        1574.169 (meters)    5164.59  (feet)  COMP
 KK0012  MODELED GRAV-     979,659.4   (mgal)                       NAVD 88
 KK0012
 KK0012  VERT ORDER  -  FIRST     CLASS II
 KK0012
 KK0012.The horizontal coordinates were scaled from a topographic map and have
 KK0012.an estimated accuracy of +/- 6 seconds.
 KK0012
 KK0012.The orthometric height was determined by differential leveling
 KK0012.and adjusted by the National Geodetic Survey in June 1991..
 KK0012
 KK0012.The geoid height was determined by GEOID03.
 KK0012
 KK0012.The dynamic height is computed by dividing the NAVD 88
 KK0012.geopotential number by the normal gravity value computed on the
 KK0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0012.degrees latitude (g = 980.6199 gals.).
 KK0012
 KK0012.The modeled gravity was interpolated from observed gravity values.
 KK0012
 KK0012;                    North         East    Units  Estimated Accuracy
 KK0012;SPC CO C     -   511,460.    1,032,040.      MT  (+/- 180 meters Scaled)
 KK0012
 KK0012                          SUPERSEDED SURVEY CONTROL
 KK0012
 KK0012  NGVD 29 (??/??/92) 1574.786  (m)         5166.61   (f) ADJ UNCH    1 2
 KK0012
 KK0012.Superseded values are not recommended for survey control.
 KK0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0012.See file dsdata.txt to determine how the superseded data were derived.
 KK0012
 KK0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED747933(NAD 83)
 KK0012_MARKER: Q = CHISELED SQUARE
 KK0012_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0012_SP_SET: BRIDGE
 KK0012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0012
 KK0012  HISTORY     - Date     Condition        Report By
 KK0012  HISTORY     - UNK      MONUMENTED       CGS
 KK0012  HISTORY     - 1938     GOOD             NGS
 KK0012
 KK0012                          STATION DESCRIPTION
 KK0012
 KK0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KK0012'5.5 MI SE FROM BYERS.
 KK0012'5.5 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KK0012'STATION AT BYERS, ARAPAHOE COUNTY, 3 POLES WEST OF MILEPOST
 KK0012'591, AT SANDSTONE MASONRY BRIDGE 591.08, ON THE TOP OF THE
 KK0012'NORTHEAST WING WALL OF THE EAST ABUTMENT, AND 9 FEET NORTH OF
 KK0012'THE CENTERLINE OF THE TRACK. A CHISELED SQUARE, MARKED USBM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0015 ***********************************************************************
 KK0015  DESIGNATION -  CHISELED SQUARE 4
 KK0015  PID         -  KK0015
 KK0015  STATE/COUNTY-  CO/ARAPAHOE
 KK0015  USGS QUAD   -  BYERS (1978)
 KK0015
 KK0015                         *CURRENT SURVEY CONTROL
 KK0015  ___________________________________________________________________
 KK0015* NAD 83(1986)-  39 41 57.     (N)    104 10 11.     (W)     SCALED    
 KK0015* NAVD 88     -      1585.438  (meters)    5201.56   (feet)  ADJUSTED  
 KK0015  ___________________________________________________________________
 KK0015  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 KK0015  DYNAMIC HT  -        1583.995 (meters)    5196.82  (feet)  COMP
 KK0015  MODELED GRAV-     979,660.1   (mgal)                       NAVD 88
 KK0015
 KK0015  VERT ORDER  -  FIRST     CLASS II
 KK0015
 KK0015.The horizontal coordinates were scaled from a topographic map and have
 KK0015.an estimated accuracy of +/- 6 seconds.
 KK0015
 KK0015.The orthometric height was determined by differential leveling
 KK0015.and adjusted by the National Geodetic Survey in June 1991..
 KK0015
 KK0015.The geoid height was determined by GEOID03.
 KK0015
 KK0015.The dynamic height is computed by dividing the NAVD 88
 KK0015.geopotential number by the normal gravity value computed on the
 KK0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0015.degrees latitude (g = 980.6199 gals.).
 KK0015
 KK0015.The modeled gravity was interpolated from observed gravity values.
 KK0015
 KK0015;                    North         East    Units  Estimated Accuracy
 KK0015;SPC CO C     -   512,760.    1,028,490.      MT  (+/- 180 meters Scaled)
 KK0015
 KK0015                          SUPERSEDED SURVEY CONTROL
 KK0015
 KK0015  NGVD 29 (??/??/92) 1584.615  (m)         5198.86   (f) ADJ UNCH    1 2
 KK0015
 KK0015.Superseded values are not recommended for survey control.
 KK0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0015.See file dsdata.txt to determine how the superseded data were derived.
 KK0015
 KK0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED711946(NAD 83)
 KK0015_MARKER: Q = CHISELED SQUARE
 KK0015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0015_SP_SET: SEMAPHORE
 KK0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0015
 KK0015  HISTORY     - Date     Condition        Report By
 KK0015  HISTORY     - UNK      MONUMENTED       CGS
 KK0015  HISTORY     - 1938     GOOD             NGS
 KK0015
 KK0015                          STATION DESCRIPTION
 KK0015
 KK0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KK0015'3.2 MI SE FROM BYERS.
 KK0015'3.2 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KK0015'STATION AT BYERS, ARAPAHOE COUNTY, AT SEMAPHORE 5933, ON THE TOP
 KK0015'OF THE CONCRETE BASE,AND 10 FEET NORTH OF THE CENTERLINE OF THE
 KK0015'TRACK. A CHISELED SQUARE, MARKED  USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0017 ***********************************************************************
 KK0017  DESIGNATION -  CHISELED SQUARE 5
 KK0017  PID         -  KK0017
 KK0017  STATE/COUNTY-  CO/ARAPAHOE
 KK0017  USGS QUAD   -  BYERS (1978)
 KK0017
 KK0017                         *CURRENT SURVEY CONTROL
 KK0017  ___________________________________________________________________
 KK0017* NAD 83(1986)-  39 42 25.     (N)    104 12 25.     (W)     SCALED    
 KK0017* NAVD 88     -      1593.688  (meters)    5228.62   (feet)  ADJUSTED  
 KK0017  ___________________________________________________________________
 KK0017  GEOID HEIGHT-         -18.56  (meters)                     GEOID03
 KK0017  DYNAMIC HT  -        1592.236 (meters)    5223.86  (feet)  COMP
 KK0017  MODELED GRAV-     979,659.3   (mgal)                       NAVD 88
 KK0017
 KK0017  VERT ORDER  -  FIRST     CLASS II
 KK0017
 KK0017.The horizontal coordinates were scaled from a topographic map and have
 KK0017.an estimated accuracy of +/- 6 seconds.
 KK0017
 KK0017.The orthometric height was determined by differential leveling
 KK0017.and adjusted by the National Geodetic Survey in June 1991..
 KK0017
 KK0017.The geoid height was determined by GEOID03.
 KK0017
 KK0017.The dynamic height is computed by dividing the NAVD 88
 KK0017.geopotential number by the normal gravity value computed on the
 KK0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0017.degrees latitude (g = 980.6199 gals.).
 KK0017
 KK0017.The modeled gravity was interpolated from observed gravity values.
 KK0017
 KK0017;                    North         East    Units  Estimated Accuracy
 KK0017;SPC CO C     -   513,580.    1,025,290.      MT  (+/- 180 meters Scaled)
 KK0017
 KK0017                          SUPERSEDED SURVEY CONTROL
 KK0017
 KK0017  NGVD 29 (??/??/92) 1592.858  (m)         5225.90   (f) ADJ UNCH    1 2
 KK0017
 KK0017.Superseded values are not recommended for survey control.
 KK0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0017.See file dsdata.txt to determine how the superseded data were derived.
 KK0017
 KK0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED679955(NAD 83)
 KK0017_MARKER: Q = CHISELED SQUARE
 KK0017_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0017_SP_SET: SEMAPHORE
 KK0017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0017
 KK0017  HISTORY     - Date     Condition        Report By
 KK0017  HISTORY     - UNK      MONUMENTED       CGS
 KK0017  HISTORY     - 1954     MARK NOT FOUND   NGS
 KK0017
 KK0017                          STATION DESCRIPTION
 KK0017
 KK0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0017'1.2 MI SE FROM BYERS.
 KK0017'1.2 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KK0017'STATION AT BYERS, ARAPAHOE COUNTY, AT SEMAPHORE 5953, ON THE TOP
 KK0017'OF THE SOUTHWEST CORNER OF THE CONCRETE BASE, AND 10 FEET NORTH OF
 KK0017'THE CENTERLINE OF THE TRACK. A CHISELED SQUARE, MARKED USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0022 ***********************************************************************
 KK0022  DESIGNATION -  CHISELED SQUARE 6
 KK0022  PID         -  KK0022
 KK0022  STATE/COUNTY-  CO/ARAPAHOE
 KK0022  USGS QUAD   -  STRASBURG (1978)
 KK0022
 KK0022                         *CURRENT SURVEY CONTROL
 KK0022  ___________________________________________________________________
 KK0022* NAD 83(1986)-  39 43 39.     (N)    104 16 59.     (W)     SCALED    
 KK0022* NAVD 88     -      1629.576  (meters)    5346.37   (feet)  ADJUSTED  
 KK0022  ___________________________________________________________________
 KK0022  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 KK0022  DYNAMIC HT  -        1628.079 (meters)    5341.46  (feet)  COMP
 KK0022  MODELED GRAV-     979,649.8   (mgal)                       NAVD 88
 KK0022
 KK0022  VERT ORDER  -  FIRST     CLASS II
 KK0022
 KK0022.The horizontal coordinates were scaled from a topographic map and have
 KK0022.an estimated accuracy of +/- 6 seconds.
 KK0022
 KK0022.The orthometric height was determined by differential leveling
 KK0022.and adjusted by the National Geodetic Survey in June 1991..
 KK0022
 KK0022.The geoid height was determined by GEOID03.
 KK0022
 KK0022.The dynamic height is computed by dividing the NAVD 88
 KK0022.geopotential number by the normal gravity value computed on the
 KK0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0022.degrees latitude (g = 980.6199 gals.).
 KK0022
 KK0022.The modeled gravity was interpolated from observed gravity values.
 KK0022
 KK0022;                    North         East    Units  Estimated Accuracy
 KK0022;SPC CO C     -   515,770.    1,018,730.      MT  (+/- 180 meters Scaled)
 KK0022
 KK0022                          SUPERSEDED SURVEY CONTROL
 KK0022
 KK0022  NGVD 29 (??/??/92) 1628.719  (m)         5343.56   (f) ADJ UNCH    1 2
 KK0022
 KK0022.Superseded values are not recommended for survey control.
 KK0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0022.See file dsdata.txt to determine how the superseded data were derived.
 KK0022
 KK0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED614977(NAD 83)
 KK0022_MARKER: Q = CHISELED SQUARE
 KK0022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0022_SP_SET: SEMAPHORE
 KK0022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0022
 KK0022  HISTORY     - Date     Condition        Report By
 KK0022  HISTORY     - UNK      MONUMENTED       CGS
 KK0022  HISTORY     - 1938     GOOD             NGS
 KK0022
 KK0022                          STATION DESCRIPTION
 KK0022
 KK0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KK0022'2.6 MI SE FROM STRASBURG.
 KK0022'2.6 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KK0022'STATION AT STRASBURG, ARAPAHOE COUNTY, 5 POLES WEST OF MILEPOST
 KK0022'600, AT SEMAPHORE 6001, AND ON THE TOP OF THE WEST CORNER OF
 KK0022'THE CONCRETE BASE. A CHISELED SQUARE, MARKED USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0316 ***********************************************************************
 KK0316  DESIGNATION -  CHISELED SQUARE 6146
 KK0316  PID         -  KK0316
 KK0316  STATE/COUNTY-  CO/ADAMS
 KK0316  USGS QUAD   -  MANILA (1951)
 KK0316
 KK0316                         *CURRENT SURVEY CONTROL
 KK0316  ___________________________________________________________________
 KK0316* NAD 83(1986)-  39 45 19.     (N)    104 32 08.     (W)     SCALED    
 KK0316* NAVD 88     -      1692.20   (+/-2cm)    5551.8    (feet)  VERTCON   
 KK0316  ___________________________________________________________________
 KK0316  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 KK0316
 KK0316  VERT ORDER  -  ? (See Below)
 KK0316
 KK0316.The horizontal coordinates were scaled from a topographic map and have
 KK0316.an estimated accuracy of +/- 6 seconds.
 KK0316
 KK0316.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK0316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK0316.The vertical order pertains to the NGVD 29 superseded value.
 KK0316
 KK0316.The geoid height was determined by GEOID03.
 KK0316
 KK0316;                    North         East    Units  Estimated Accuracy
 KK0316;SPC CO N     -   352,100.      997,050.      MT  (+/- 180 meters Scaled)
 KK0316
 KK0316                          SUPERSEDED SURVEY CONTROL
 KK0316
 KK0316  NGVD 29 (??/??/92) 1691.275  (m)         5548.79   (f) ADJ UNCH    ?  
 KK0316
 KK0316.Superseded values are not recommended for survey control.
 KK0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0316.See file dsdata.txt to determine how the superseded data were derived.
 KK0316
 KK0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE397006(NAD 83)
 KK0316_MARKER: Q = CHISELED SQUARE
 KK0316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0316_SP_SET: SEMAPHORE
 KK0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0316
 KK0316  HISTORY     - Date     Condition        Report By
 KK0316  HISTORY     - 1939     MONUMENTED       CGS
 KK0316  HISTORY     - 1939     GOOD             NGS
 KK0316
 KK0316                          STATION DESCRIPTION
 KK0316
 KK0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0316'3.8 MI E FROM WATKINS.
 KK0316'3.8 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 KK0316'WATKINS, ADAMS COUNTY, AT SEMAPHORE 6146, AND ON THE TOP OF THE BASE.
 KK0316'A CHISELED SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0807 ***********************************************************************
 JJ0807  DESIGNATION -  CHIVINGTON
 JJ0807  PID         -  JJ0807
 JJ0807  STATE/COUNTY-  CO/KIOWA
 JJ0807  USGS QUAD   -  BRANDON (1968)
 JJ0807
 JJ0807                         *CURRENT SURVEY CONTROL
 JJ0807  ___________________________________________________________________
 JJ0807* NAD 83(1992)-  38 26 24.68682(N)    102 29 23.20349(W)     ADJUSTED  
 JJ0807* NAVD 88     -      1193.     (meters)    3914.     (feet)  SCALED    
 JJ0807  ___________________________________________________________________
 JJ0807  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 JJ0807  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 JJ0807
 JJ0807  HORZ ORDER  -  THIRD
 JJ0807
 JJ0807.The horizontal coordinates were established by classical geodetic methods
 JJ0807.and adjusted by the National Geodetic Survey in January 1993..
 JJ0807
 JJ0807.The orthometric height was scaled from a topographic map.
 JJ0807
 JJ0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0807
 JJ0807.The geoid height was determined by GEOID03.
 JJ0807
 JJ0807;                    North         East     Units Scale Factor Converg.
 JJ0807;SPC CO S     -   505,874.244 1,177,163.597   MT  1.00000126   +1 50 47.1
 JJ0807;SPC CO S     - 1,659,689.08  3,862,077.57   sFT  1.00000126   +1 50 47.1
 JJ0807;UTM  13      - 4,257,641.652   719,082.905   MT  1.00019113   +1 33 40.4
 JJ0807
 JJ0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0807!SPC CO S     -   0.99981653  x   1.00000126  =   0.99981779
 JJ0807!UTM  13      -   0.99981653  x   1.00019113  =   1.00000762
 JJ0807
 JJ0807|---------------------------------------------------------------------|
 JJ0807| PID    Reference Object                     Distance      Geod. Az  |
 JJ0807|                                                           dddmmss.s |
 JJ0807| CM8664 CHIVINGTON RM 2                       9.340 METERS 07924     |
 JJ0807| CM8662 CHIVINGTON AZ MK                                   2583933.2 |
 JJ0807| CM8663 CHIVINGTON RM 1                      29.072 METERS 34935     |
 JJ0807|---------------------------------------------------------------------|
 JJ0807
 JJ0807                          SUPERSEDED SURVEY CONTROL
 JJ0807
 JJ0807  NAD 83(1986)-  38 26 24.68527(N)    102 29 23.19915(W) AD(       ) 3
 JJ0807  NAD 27      -  38 26 24.64957(N)    102 29 21.51717(W) AD(       ) 3
 JJ0807
 JJ0807.Superseded values are not recommended for survey control.
 JJ0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0807.See file dsdata.txt to determine how the superseded data were derived.
 JJ0807
 JJ0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC1908357642(NAD 83)
 JJ0807_MARKER: DS = TRIANGULATION STATION DISK
 JJ0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0807
 JJ0807  HISTORY     - Date     Condition        Report By
 JJ0807  HISTORY     - 1954     MONUMENTED       CGS
 JJ0807  HISTORY     - 1971     GOOD             LOCENG
 JJ0807  HISTORY     - 19951101 MARK NOT FOUND   CODOT
 JJ0807
 JJ0807                          STATION DESCRIPTION
 JJ0807
 JJ0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0807'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF STATE HIGHWAY 96.
 JJ0807'IT IS ABOUT 2-1/2 MILES AIRLINE EAST OF CHIVINGTON, ABOUT
 JJ0807'3 MILES AIRLINE SOUTH-SOUTHWEST OF BRANDON, AND ABOUT 24 MILES
 JJ0807'AIRLINE NORTH OF LAMAR.
 JJ0807'
 JJ0807'THE STATION IS A STANDARD DISK STAMPED CHIVINGTON 1954 AND SET
 JJ0807'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 JJ0807'6 INCHES.  IT IS 66 FEET SOUTH OF THE CENTER LINE OF THE
 JJ0807'HIGHWAY, 4-1/2 FEET NORTH OF A WIRE FENCE, AND 8 FEET EAST OF A
 JJ0807'WITNESS POST.
 JJ0807'
 JJ0807'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CHIVINGTON NO 1
 JJ0807'1954 AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JJ0807'THAT PROJECTS 2 INCHES.  IT IS 29 FEET NORTH OF THE CENTER LINE OF
 JJ0807'THE HIGHWAY, 51 FEET SOUTH OF THE CENTER LINE OF THE MISSOURI
 JJ0807'PACIFIC RAILROAD TRACKS, AND ABOUT 4 FEET LOWER THAN THE STATION.
 JJ0807'
 JJ0807'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CHIVINGTON NO 2
 JJ0807'1954 AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JJ0807'THAT PROJECTS 4 INCHES.  IT IS 68 FEET SOUTH OF THE CENTER LINE OF
 JJ0807'THE HIGHWAY, 1 FOOT NORTH OF A WIRE FENCE, AND ABOUT THE SAME
 JJ0807'ELEVATION AS THE STATION.
 JJ0807'
 JJ0807'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CHIVINGTON 1954 AND
 JJ0807'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 JJ0807'1 INCH.  IT IS 112 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 JJ0807'6 FEET SOUTH OF A WIRE FENCE, AND 1-1/2 FEET SOUTH OF A POWERLINE
 JJ0807'POLE.  TO REACH THE MARK FROM THE STATION GO WESTERLY ON STATE
 JJ0807'HIGHWAY 96 FOR 0.9 MILE TO THE MARK ON THE LEFT.
 JJ0807'
 JJ0807'TO REACH THE STATION FROM THE RAILROAD DEPOT IN CHIVINGTON GO
 JJ0807'EASTERLY ON STATE HIGHWAY 96 FOR 2.8 MILES TO THE STATION ON
 JJ0807'THE RIGHT.
 JJ0807'
 JJ0807'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JJ0807
 JJ0807                          STATION RECOVERY (1971)
 JJ0807
 JJ0807'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (ATL)
 JJ0807'RECOVERED BY M.J. HARDEN ASSOC INC.
 JJ0807'
 JJ0807'CHIVINGTON 1954-GOOD
 JJ0807'
 JJ0807'DID NOT SEARCH FOR R.M.S OR AZ. MK.
 JJ0807
 JJ0807                          STATION RECOVERY (1995)
 JJ0807
 JJ0807'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (PGG)
 JJ0807'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0853 ***********************************************************************
 JJ0853  DESIGNATION -  CHMLP 1
 JJ0853  PID         -  JJ0853
 JJ0853  STATE/COUNTY-  CO/BENT
 JJ0853  USGS QUAD   -  HASTY (1979)
 JJ0853
 JJ0853                         *CURRENT SURVEY CONTROL
 JJ0853  ___________________________________________________________________
 JJ0853* NAD 83(1992)-  38 00 27.47470(N)    102 54 04.10788(W)     ADJUSTED  
 JJ0853* NAVD 88     -      1206.7    (meters)    3959.     (feet)  VERTCON   
 JJ0853  ___________________________________________________________________
 JJ0853  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 JJ0853  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 JJ0853
 JJ0853  HORZ ORDER  -  THIRD
 JJ0853
 JJ0853.The horizontal coordinates were established by classical geodetic methods
 JJ0853.and adjusted by the National Geodetic Survey in January 1993..
 JJ0853
 JJ0853.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0853
 JJ0853.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0853
 JJ0853.The geoid height was determined by GEOID03.
 JJ0853
 JJ0853;                    North         East     Units Scale Factor Converg.
 JJ0853;SPC CO S     -   456,801.758 1,142,601.483   MT  0.99994997   +1 35 38.7
 JJ0853;SPC CO S     - 1,498,690.43  3,748,685.03   sFT  0.99994997   +1 35 38.7
 JJ0853;UTM  13      - 4,208,740.529   684,265.166   MT  1.00001820   +1 17 34.0
 JJ0853
 JJ0853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0853!SPC CO S     -   0.99981426  x   0.99994997  =   0.99976424
 JJ0853!UTM  13      -   0.99981426  x   1.00001820  =   0.99983246
 JJ0853
 JJ0853:                Primary Azimuth Mark                     Grid Az
 JJ0853:SPC CO S     -  LAMAR RADIO STA KLMR RADIO MST           062 32 37.9
 JJ0853:UTM  13      -  LAMAR RADIO STA KLMR RADIO MST           062 50 42.6
 JJ0853
 JJ0853|---------------------------------------------------------------------|
 JJ0853| PID    Reference Object                     Distance      Geod. Az  |
 JJ0853|                                                           dddmmss.s |
 JJ0853| JJ0824 LAMAR RADIO STA KLMR RADIO MST      APPROX.27.4 KM 0640816.6 |
 JJ0853| JJ0847 PROWERS                             APPROX. 6.8 KM 0923540.7 |
 JJ0853|---------------------------------------------------------------------|
 JJ0853
 JJ0853                          SUPERSEDED SURVEY CONTROL
 JJ0853
 JJ0853  NAD 83(1986)-  38 00 27.46688(N)    102 54 04.09646(W) AD(       ) 3
 JJ0853  NAD 27      -  38 00 27.43761(N)    102 54 02.38176(W) AD(       ) 3
 JJ0853  NGVD 29 (07/19/86) 1206.1    (m)         3957.     (f) VERT ANG       
 JJ0853
 JJ0853.Superseded values are not recommended for survey control.
 JJ0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0853.See file dsdata.txt to determine how the superseded data were derived.
 JJ0853
 JJ0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC8426508741(NAD 83)
 JJ0853
 JJ0853  HISTORY     - Date     Condition        Report By
 JJ0853  HISTORY     - 1950     MONUMENTED       USGS
 JJ0853  HISTORY     - 1967     GOOD             USGS
 JJ0853
 JJ0853                          STATION DESCRIPTION
 JJ0853
 JJ0853'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (THW)
 JJ0853'STATION IS LOCATED ABOUT 3.25 MI. E. AND 7.25 MI. N. OF HASTY, IN
 JJ0853'NW. 1/4 SEC. 34, T 23 S, R 49 W.
 JJ0853'
 JJ0853'TO REACH STATION FROM HASTY, PROCEED S. ON OIL SURFACED RD. FOR 4.8
 JJ0853'MI. TO T-RD. INTERSECTION, THENCE LEFT (E.) FOR 1.3 MI., PASSING BY
 JJ0853'SMALL VILLAGE OF CADDOA, TO T-RD. INTERSECTION S., THENCE RIGHT (S.)
 JJ0853'FOR 2.55 MI. TO T-RD. INTERSECTION E., THENCE LEFT (E.) FOR 1.9 MI.
 JJ0853'TO T-RD. INTERSECTION S., THENCE RIGHT (S.) FOR 0.95 MI. TO OLD RD.
 JJ0853'RIGHT-OF-WAY W., THENCE RIGHT (W.) ALONG RIGHT-OF-WAY FOR 0.5 MI. TO
 JJ0853'N-S. FENCE LINE, THENCE LEFT (S.) ALONG FENCE LINE FOR 0.3 MI.
 JJ0853'TO T-FENCE INTERSECTION W., THENCE RIGHT (W.) FOR 0.14 MI. TO FENCE
 JJ0853'CORNER.  STATION LIES 540 FT. W. OF FENCE CORNER.
 JJ0853'
 JJ0853'RECOVERED IN GOOD CONDITION.
 JJ0853'
 JJ0853'STATION MARK--STANDARD TABLET IN TOP OF 6 X 6 IN. CONCRETE POST
 JJ0853'PROJECTING 6 IN. ABOVE GROUND, STAMPED ---CHMLP-1 1950 VA 3957---.
 JJ0853'
 JJ0853'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0820 ***********************************************************************
 KL0820  DESIGNATION -  CHOP
 KL0820  PID         -  KL0820
 KL0820  STATE/COUNTY-  CO/MESA
 KL0820  USGS QUAD   -  VEGA RESERVOIR (1982)
 KL0820
 KL0820                         *CURRENT SURVEY CONTROL
 KL0820  ___________________________________________________________________
 KL0820* NAD 83(1992)-  39 10 48.14629(N)    107 46 19.19026(W)     ADJUSTED  
 KL0820* NAVD 88     -      3024.4    (meters)    9923.     (feet)  VERTCON   
 KL0820  ___________________________________________________________________
 KL0820  LAPLACE CORR-           5.33  (seconds)                    DEFLEC99
 KL0820  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 KL0820
 KL0820  HORZ ORDER  -  THIRD
 KL0820
 KL0820.The horizontal coordinates were established by classical geodetic methods
 KL0820.and adjusted by the National Geodetic Survey in January 1993..
 KL0820
 KL0820.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0820
 KL0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0820
 KL0820.The geoid height was determined by GEOID03.
 KL0820
 KL0820;                    North         East     Units Scale Factor Converg.
 KL0820;SPC CO C     -   456,749.703   718,119.489   MT  0.99993686   -1 25 58.5
 KL0820;SPC CO C     - 1,498,519.65  2,356,030.36   sFT  0.99993686   -1 25 58.5
 KL0820;UTM  13      - 4,340,417.025   260,558.343   MT  1.00030599   -1 45 07.4
 KL0820
 KL0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0820!SPC CO C     -   0.99952811  x   0.99993686  =   0.99946500
 KL0820!UTM  13      -   0.99952811  x   1.00030599  =   0.99983395
 KL0820
 KL0820                          SUPERSEDED SURVEY CONTROL
 KL0820
 KL0820  NAD 83(1986)-  39 10 48.14418(N)    107 46 19.18492(W) AD(       ) 3
 KL0820  NGVD 29 (05/18/92) 3022.8    (m)         9917.     (f) VERT ANG       
 KL0820
 KL0820.Superseded values are not recommended for survey control.
 KL0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0820.See file dsdata.txt to determine how the superseded data were derived.
 KL0820
 KL0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD6055840417(NAD 83)
 KL0820_MARKER: DD = SURVEY DISK
 KL0820_SETTING: 66 = SET IN ROCK OUTCROP
 KL0820_SP_SET: SET IN ROCK OUTCROP
 KL0820_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0820+STABILITY: POSITION/ELEVATION WELL
 KL0820
 KL0820  HISTORY     - Date     Condition        Report By
 KL0820  HISTORY     - 1953     MONUMENTED       USGS
 KL0820
 KL0820                          STATION DESCRIPTION
 KL0820
 KL0820'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 KL0820'STATION IS LOCATED ABOUT 4 MI. S. AND 10 MI. E. OF COLLBRAN, COLORADO,
 KL0820'ON AN ASPEN COVERED KNOLL, NEAR THE TOP OF A NW-SE. SPUR.  STATION IS
 KL0820'LOCATED ON THE HIGHEST POINT OF THE KNOLL.
 KL0820'
 KL0820'TO REACH STATION FROM THE POST OFFICE AT COLLBRAN, PROCEED IN A NE.
 KL0820'AND E. DIRECTION ON STATE HIGHWAY 330 FOR 6.9 MI. TO A RD. FORK,
 KL0820'TAKE RIGHT FORK AND PROCEED FOR 0.8 MI. TO ANOTHER RD. FORK, CONTINUE
 KL0820'STRAIGHT, TAKING LEFT FORK FOR 2.9 MI. TO RD. RIGHT, CONTINUE
 KL0820'STRAIGHT FOR 1.3 MI. ON MAIN RD. TO A RD. FORK, TAKE RIGHT FORK AND
 KL0820'PROCEED FOR 2.1 MI. IN A GENERAL SE. DIRECTION TO A WOODEN GATE,
 KL0820'LEAVE RD., PASS THROUGH GATE AND CORRAL AND CONTINUE ON DIM RD. UP
 KL0820'DRAW FOR 0.3 MI. TO RD. LEFT, CONTINUE ON RD. UP DRAW FOR 0.4 MI.
 KL0820'TO CREEK AND END OF TRUCK TRAVEL.  PACK UP TRAIL UP WILSON CREEK FOR
 KL0820'ABOUT 1.5 MI. TO A SHORT DISTANCE PAST THE JUNCTION WITH THE SILVER
 KL0820'SPRUCE TRAIL, FROM THIS POINT PROCEED IN AN EASTERLY DIRECTION TO
 KL0820'THE TOP OF HILL AND STATION.  ABOUT AN HOUR AND 15-MINUTE PACK.
 KL0820'
 KL0820'STATION MARK--A STANDARD BRONZE TABLET CEMENTED IN A ROCK AND
 KL0820'STAMPED ---CHOP 1953---.
 KL0820'
 KL0820'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3405 ***********************************************************************
 AA3405  DESIGNATION -  CHRISTENSEN
 AA3405  PID         -  AA3405
 AA3405  STATE/COUNTY-  CO/DOUGLAS
 AA3405  USGS QUAD   -  PARKER (1994)
 AA3405
 AA3405                         *CURRENT SURVEY CONTROL
 AA3405  ___________________________________________________________________
 AA3405* NAD 83(1992)-  39 31 11.23033(N)    104 45 53.54970(W)     ADJUSTED  
 AA3405* NAVD 88     -      1787.0    (meters)    5863.     (feet)  GPS OBS   
 AA3405  ___________________________________________________________________
 AA3405  X           -  -1,255,959.802 (meters)                     COMP
 AA3405  Y           -  -4,765,444.256 (meters)                     COMP
 AA3405  Z           -   4,038,124.542 (meters)                     COMP
 AA3405  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 AA3405  ELLIP HEIGHT-        1769.77  (meters)          (12/03/02) GPS OBS
 AA3405  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 AA3405
 AA3405  HORZ ORDER  -  FIRST
 AA3405  ELLP ORDER  -  FOURTH    CLASS II
 AA3405
 AA3405.The horizontal coordinates were established by GPS observations
 AA3405.and adjusted by the National Geodetic Survey in December 1994..
 AA3405
 AA3405.The orthometric height was determined by GPS observations and a
 AA3405.high-resolution geoid model.
 AA3405
 AA3405.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3405
 AA3405.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3405
 AA3405.The ellipsoidal height was determined by GPS observations
 AA3405.and is referenced to NAD 83.
 AA3405
 AA3405.The geoid height was determined by GEOID03.
 AA3405
 AA3405;                    North         East     Units Scale Factor Converg.
 AA3405;SPC CO C     -   492,268.166   977,611.463   MT  0.99996256   +0 27 49.1
 AA3405;SPC CO C     - 1,615,049.81  3,207,380.27   sFT  0.99996256   +0 27 49.1
 AA3405;UTM  13      - 4,374,486.785   520,210.101   MT  0.99960503   +0 08 58.6
 AA3405
 AA3405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3405!SPC CO C     -   0.99972242  x   0.99996256  =   0.99968499
 AA3405!UTM  13      -   0.99972242  x   0.99960503  =   0.99932756
 AA3405
 AA3405                          SUPERSEDED SURVEY CONTROL
 AA3405
 AA3405  ELLIP H (12/14/94) 1769.82   (m)                       GP(       ) 3 1
 AA3405
 AA3405.Superseded values are not recommended for survey control.
 AA3405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3405.See file dsdata.txt to determine how the superseded data were derived.
 AA3405
 AA3405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED2021074487(NAD 83)
 AA3405_MARKER: DD = SURVEY DISK
 AA3405_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA3405_STAMPING: CHRISTENSEN
 AA3405_MARK LOGO: DCGIS 
 AA3405_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA3405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3405+STABILITY: SURFACE MOTION
 AA3405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3405+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3405
 AA3405  HISTORY     - Date     Condition        Report By
 AA3405  HISTORY     - 1993     MONUMENTED       MSAM
 AA3405
 AA3405                          STATION DESCRIPTION
 AA3405
 AA3405'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1993 (KCH)
 AA3405'THE STATION IS LOCATED IN THE TOWN OF PARKER AT THE VISITOR
 AA3405'INFORMATION CENTER, IN SECTION 22, TOWNSHIP 6 SOUTH, RANGE 66 WEST OF
 AA3405'THE 6TH P.M., OWNERSHIP-- TO REACH THE STATION FROM THE INTERSECTION
 AA3405'OF STATE HIGHWAY 83 (PARKER ROAD) AND EAST MAIN STREET (EAST PARKER
 AA3405'ROAD) GO EAST ON EAST MAIN STREET FOR ABOUT 200 FEET (61.0 M) TO THE
 AA3405'ENTRANCE FOR THE INFORMATION CENTER ON THE NORTH SIDE OF THE ROAD,
 AA3405'PROCEED TO THE NORTHWEST CORNER OF THE PARKING LOT, TO A BIKE TRAIL
 AA3405'JUST NORTH OF THE PARKING LOT, GO NORTHWEST ON THE BIKE TRAIL FOR
 AA3405'ABOUT 150 FEET (45.7 M) TO THE STATION ON THE WEST SIDE OF THE TRAIL.
 AA3405'THE STATION IS A BRASS DISK SET IN CONCRETE FLUSH WITH THE GROUND AND
 AA3405'2.7 FEET (0.8 M) WEST OF A DOUGLAS COUNTY FIBERGLASS WITNESS POST, 11
 AA3405'FEET (3.4 M) WEST OF THE WEST EDGE OF THE BIKE PATH, 37 FEET (11.3 M)
 AA3405'SOUTHWEST FROM A SOFTBALL LIGHT POST, 32 FEET (9.8 M) WEST OF THE
 AA3405'OUTFIELD FENCE OF A SOFTBALL FIELD, 51 FEET (15.5 M) EAST OF THE
 AA3405'CENTERLINE OF STATE HIGHWAY 83.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9854 ***********************************************************************
 AG9854  DESIGNATION -  CHRISTENSEN
 AG9854  PID         -  AG9854
 AG9854  STATE/COUNTY-  CO/MORGAN
 AG9854  USGS QUAD   -  DEAD HORSE SPRINGS (1984)
 AG9854
 AG9854                         *CURRENT SURVEY CONTROL
 AG9854  ___________________________________________________________________
 AG9854* NAD 83(1992)-  40 23 32.16934(N)    103 42 41.98048(W)     ADJUSTED  
 AG9854* NAVD 88     -      1411.0    (meters)    4629.     (feet)  GPS OBS   
 AG9854  ___________________________________________________________________
 AG9854  X           -  -1,153,334.953 (meters)                     COMP
 AG9854  Y           -  -4,726,988.808 (meters)                     COMP
 AG9854  Z           -   4,112,157.830 (meters)                     COMP
 AG9854  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 AG9854  ELLIP HEIGHT-        1391.63  (meters)          (12/03/02) GPS OBS
 AG9854  GEOID HEIGHT-         -19.39  (meters)                     GEOID03
 AG9854
 AG9854  HORZ ORDER  -  FIRST
 AG9854  ELLP ORDER  -  FOURTH    CLASS II
 AG9854
 AG9854.The horizontal coordinates were established by GPS observations
 AG9854.and adjusted by the National Geodetic Survey in August 1998..
 AG9854
 AG9854.The orthometric height was determined by GPS observations and a
 AG9854.high-resolution geoid model.
 AG9854
 AG9854.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9854
 AG9854.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9854
 AG9854.The ellipsoidal height was determined by GPS observations
 AG9854.and is referenced to NAD 83.
 AG9854
 AG9854.The geoid height was determined by GEOID03.
 AG9854
 AG9854;                    North         East     Units Scale Factor Converg.
 AG9854;SPC CO N     -   423,906.600 1,066,221.152   MT  0.99995989   +1 09 19.8
 AG9854;SPC CO N     - 1,390,766.90  3,498,093.90   sFT  0.99995989   +1 09 19.8
 AG9854;UTM  13      - 4,472,093.440   609,341.841   MT  0.99974717   +0 50 05.8
 AG9854
 AG9854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9854!SPC CO N     -   0.99978174  x   0.99995989  =   0.99974164
 AG9854!UTM  13      -   0.99978174  x   0.99974717  =   0.99952897
 AG9854
 AG9854                          SUPERSEDED SURVEY CONTROL
 AG9854
 AG9854  ELLIP H (08/11/98) 1391.60   (m)                       GP(       ) 4 1
 AG9854
 AG9854.Superseded values are not recommended for survey control.
 AG9854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9854.See file dsdata.txt to determine how the superseded data were derived.
 AG9854
 AG9854_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE0934272093(NAD 83)
 AG9854_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9854_STAMPING: CHRISTENSEN 1997
 AG9854_MARK LOGO: NGS   
 AG9854_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9854+STABILITY: SURFACE MOTION
 AG9854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9854+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AG9854
 AG9854  HISTORY     - Date     Condition        Report By
 AG9854  HISTORY     - 1997     MONUMENTED       NGS
 AG9854
 AG9854                          STATION DESCRIPTION
 AG9854
 AG9854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AG9854'THE STATION IS LOCATED ABOUT 11 MI (17.7 KM) NORTH-NORTHWEST OF BRUSH,
 AG9854'10 MI (16.1 KM) NORTHEAST OF FORT MORGAN AND 7.5 MI (12.1 KM)
 AG9854'NORTHWEST OF SNYDER, IN THE SOUTHEAST 1/4 OF SECTION 14, T 5 N, R 57
 AG9854'W.  OWNERSHIP--MORGAN COUNTY ROAD RIGHT-OF-WAY  TO REACH THE STATION
 AG9854'FROM MORGAN COUNTY ROAD Y AND MORGAN COUNTY ROAD 23, ABOUT 7 MI (11.3
 AG9854'KM) NORTHEAST OF FORT MORGAN, GO NORTH ON COUNTY ROAD 23 FOR 2.95 MI
 AG9854'(4.75 KM) TO THE STATION ON THE LEFT OPPOSITE A ROAD LEADING TO A
 AG9854'MICOWAVE TOWER  THE MARK IS A STANDARD DISK SET INTO THE TOP OF A
 AG9854'ROUND 40 CM CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 22.6 M (74.1
 AG9854'FT) NORTH FROM A POWER LINE BRACE POLE NUMBER 40606, 22.1 M (72.5 FT)
 AG9854'NORTHWEST FROM THE INTERSECTION OF COUNTY ROAD 23 AND A ROAD TO A
 AG9854'MICROWAVE TOWER, 7.1 M (23.3 FT) WEST FROM THE CENTER LINE OF COUNTY
 AG9854'ROAD 23, 0.8 M (2.6 FT) NORTH FROM A WITNESS POST AND 0.5 M (1.6 FT)
 AG9854'EAST FROM THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0514 ***********************************************************************
 HL0514  DESIGNATION -  CHROMO
 HL0514  PID         -  HL0514
 HL0514  STATE/COUNTY-  CO/ARCHULETA
 HL0514  USGS QUAD   -  CHROMO (1984)
 HL0514
 HL0514                         *CURRENT SURVEY CONTROL
 HL0514  ___________________________________________________________________
 HL0514* NAD 83(1992)-  37 00 37.81258(N)    106 46 20.85557(W)     ADJUSTED  
 HL0514* NAVD 88     -      2469.9    (meters)    8103.     (feet)  VERTCON   
 HL0514  ___________________________________________________________________
 HL0514  LAPLACE CORR-           9.38  (seconds)                    DEFLEC99
 HL0514  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 HL0514
 HL0514  HORZ ORDER  -  FIRST
 HL0514
 HL0514.The horizontal coordinates were established by classical geodetic methods
 HL0514.and adjusted by the National Geodetic Survey in December 1993..
 HL0514
 HL0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0514
 HL0514.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0514
 HL0514.The geoid height was determined by GEOID03.
 HL0514
 HL0514;                    North         East     Units Scale Factor Converg.
 HL0514;SPC CO S     -   343,732.829   801,151.706   MT  1.00004791   -0 46 49.8
 HL0514;SPC CO S     - 1,127,730.12  2,628,445.22   sFT  1.00004791   -0 46 49.8
 HL0514;SPC NM C     -   666,763.242   453,505.841   MT  0.99992662   -0 18 52.2
 HL0514;SPC NM C     - 2,187,539.07  1,487,877.08   sFT  0.99992662   -0 18 52.2
 HL0514;UTM  13      - 4,097,506.082   342,308.196   MT  0.99990634   -1 04 01.8
 HL0514
 HL0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0514!SPC CO S     -   0.99961522  x   1.00004791  =   0.99966312
 HL0514!SPC NM C     -   0.99961522  x   0.99992662  =   0.99954187
 HL0514!UTM  13      -   0.99961522  x   0.99990634  =   0.99952160
 HL0514
 HL0514:                Primary Azimuth Mark                     Grid Az
 HL0514:SPC CO S     -  CHROMO AZ MK                             002 09 29.3
 HL0514:SPC NM C     -  CHROMO AZ MK                             001 41 31.7
 HL0514:UTM  13      -  CHROMO AZ MK                             002 26 41.3
 HL0514
 HL0514|---------------------------------------------------------------------|
 HL0514| PID    Reference Object                     Distance      Geod. Az  |
 HL0514|                                                           dddmmss.s |
 HL0514| HL0513 CHROMO AZ MK                        APPROX. 2.0 KM 0012239.5 |
 HL0514| CM6265 CHROMO RM 1                           9.701 METERS 06324     |
 HL0514| CM7306 WITNESS MK 12 IN PINE TREE                         17532     |
 HL0514| CM6264 CHROMO AZ MK RESET                                 2645721.9 |
 HL0514| CM6266 CHROMO RM 2                          13.125 METERS 33752     |
 HL0514|---------------------------------------------------------------------|
 HL0514
 HL0514                          SUPERSEDED SURVEY CONTROL
 HL0514
 HL0514  NAD 83(1992)-  37 00 37.81336(N)    106 46 20.85657(W) AD(       ) 1
 HL0514  NAD 83(1986)-  37 00 37.81282(N)    106 46 20.85949(W) AD(       ) 1
 HL0514  NAD 27      -  37 00 37.76990(N)    106 46 18.72940(W) AD(       ) 1
 HL0514  NGVD 29 (07/19/86) 2468.5    (m)         8099.     (f) VERT ANG       
 HL0514
 HL0514.Superseded values are not recommended for survey control.
 HL0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0514.See file dsdata.txt to determine how the superseded data were derived.
 HL0514
 HL0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA4230897506(NAD 83)
 HL0514_MARKER: DS = TRIANGULATION STATION DISK
 HL0514_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HL0514
 HL0514  HISTORY     - Date     Condition        Report By
 HL0514  HISTORY     - 1936     MONUMENTED       CGS
 HL0514  HISTORY     - 1954     GOOD             USGS
 HL0514  HISTORY     - 1961     GOOD             CGS
 HL0514
 HL0514                          STATION DESCRIPTION
 HL0514
 HL0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 HL0514'STATION IS ON THE SUMMIT (SE END) OF A COMPARATIVELY LOW
 HL0514'HILL, COVERED WITH JACK OAK, ABOUT 4 MILES ESE OF THE SETTLEMENT
 HL0514'OF CHROMO, 3/4 MILE N OF THE COLORADO-NEW MEXICO STATE LINE,
 HL0514'AND IN SE 1/4 SEC. 18, T 32 N, R 2 E.
 HL0514'
 HL0514'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 HL0514'SET IN CONCRETE IN THE TOP OF A TILE WHICH IS EMBEDDED IN THE
 HL0514'GROUND.
 HL0514'
 HL0514'UNDERGROUND MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 HL0514'HOLE IN A BOULDER.
 HL0514'
 HL0514'REFERENCE MARK NO. 1 IS E OF THE STATION AND PROJECTS 4 INCHES.
 HL0514'
 HL0514'REFERENCE MARK NO. 2 IS NW OF THE STATION AND PROJECTS 4 INCHES.
 HL0514'
 HL0514'AZIMUTH MARK IS ABOUT 1.5 MILES DIRECTLY N OF THE STATION,
 HL0514'20 PACES S OF THE CENTER LINE OF THE HIGHWAY, 0.25 MILE E OF
 HL0514'A.J. CROWLEY RANCH, 29 PACES N OF N TREE OF TWO PINE TREES,
 HL0514'IN A N-S FENCE LINE AND PROJECTS 6 INCHES.
 HL0514'
 HL0514'TO REACH STATION FROM PAGOSA SPRINGS, GO E 1.0 MILE TO THE
 HL0514'JUNCTION OF HIGHWAYS 160 AND 17.  TAKE HIGHWAY 17 S FOR 24.5
 HL0514'MILES AND PASS THROUGH THE ABANDONED SETTLEMENT OF EDITH.
 HL0514'CONTINUE ON HIGHWAY 17 S FOR 1.1 MILES AND TAKE LEFT FORK,
 HL0514'LEAVING HIGHWAY 17 JUST AFTER CROSSING A BRIDGE.  CONTINUE
 HL0514'FOR 4.15 MILES OR 0.25 MILE AFTER PASSING GATE TO A.J. CROWLEY
 HL0514'RANCH ON LEFT AND TURN RIGHT THROUGH POLE GATE AND DRIVE S
 HL0514'ALONG TRACK ROAD ON W SIDE OF N-S FENCE.  FOLLOW THIS FOR 0.9
 HL0514'MILE AND GO THROUGH GATE AT UPPER END OF FIELD.  HEAD SW
 HL0514'ACROSS MEADOW TOWARDS FOOT OF RIDGE OVER WHICH A WIDE CATTLE
 HL0514'TRAIL CAN BE SEEN CROSSING SADDLE, FOR ABOUT 0.2 MILE TO
 HL0514'END OF TRUCK TRAVEL.  PACK UP THIS SADDLE ABOUT 100 YARDS TO
 HL0514'POINT WHERE CATTLE TRAIL CROSSES.  TURN LEFT UP HILL TO
 HL0514'HIGHEST POINT AND STATION.
 HL0514'
 HL0514'LIGHTS SHOWN FROM THE GROUND AT ARCH, NAVAJO, AND CHAMA WERE
 HL0514'VISIBLE FROM THE GROUND AT THIS STATION.
 HL0514
 HL0514                          STATION RECOVERY (1954)
 HL0514
 HL0514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (JCD)
 HL0514'RECOVERED AND REDESCRIBED AS FOLLOWS
 HL0514'
 HL0514'TO REACH FROM CHROMO, COLORADO, POST OFFICE, GO SE. ON U.S. HIGHWAY
 HL0514'84 FOR 3.9 MI. TO TRACK RD. E., GO LEFT (E.) ALONG TRACK RD. FOR 0.5
 HL0514'MI. TO A WIRE GATE, PASS THRU WIRE GATE AND CONTINUE RIGHT ALONG
 HL0514'TRACK RD. FOR 0.5 MI. TO WIRE GATE, PASS THRU GATE AND CONTINUE
 HL0514'ON RD. FOR 0.2 MI., LEAVE RD. AT THIS POINT, DRIVE ACROSS COUNTRY
 HL0514'UP DRAINAGE N. FOR 0.4 MI. TO END OF TRUCK TRAVEL.  PACK NW. ABOUT
 HL0514'5 MINUTES TO HIGHEST POINT OF RIDGE AND STATION SITE.
 HL0514'
 HL0514'STATION MARK--STANDARD USC AND GS DISK, SET IN CEMENT IN THE TOP OF
 HL0514'A 4 IN. IRON PIPE WHICH PROJECTS 8 IN., STAMPED ---CHROMO 1936---.
 HL0514'
 HL0514'REFERENCE MARKS--NONE.
 HL0514
 HL0514                          STATION RECOVERY (1961)
 HL0514
 HL0514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HL0514'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO.
 HL0514'2 WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH
 HL0514'MARK WAS FOUND DESTROYED.  THE DIRECTION TO REFERENCE MARK
 HL0514'NO. 2 WAS VERIFIED.  THE DIRECTION TO REFERENCE MARK NO. 1
 HL0514'MISSED THE 1936 DIRECTION BY 9 MINUTES 08.2 SECONDS.  THE
 HL0514'DISTANCE TO REFERENCE MARK NO. 1 WAS FOUND TO BE .989 METERS
 HL0514'SHORTER THAN THE 1936 MEASUREMENT.  THE DISTANCE TO REFERENCE
 HL0514'MARK NO. 2 WAS FOUND TO BE .013 METERS LONGER THAN THE 1936
 HL0514'MEASUREMENT.
 HL0514'
 HL0514'A NEW AZIMUTH MARK WAS ESTABLISHED BY THIS PARTY.
 HL0514'
 HL0514'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 HL0514'
 HL0514'THE STATION IS ON THE HIGHEST POINT OF A LOW BRUSH COVERED
 HL0514'HILL, APPROXIMATELY 13 MILES NORTHWEST OF CHAMA, 4 MILES
 HL0514'SOUTHEAST OF THE SMALL SETTLEMENT OF CHROMO, 1-1/4 MILES
 HL0514'NORTHEAST OF U.S. HIGHWAY 84, 3/4 MILES NORTH OF THE
 HL0514'COLORADO-NEW MEXICO STATE LINE AND ON THE PROPERTY OWNED BY
 HL0514'MR. G. SHAHAN.
 HL0514'
 HL0514'TO REACH THE STATION FROM THE POST OFFICE IN THE SMALL SETTLEMENT
 HL0514'OF CHROMO, GO SOUTHEAST ON U.S. HIGHWAY 84 FOR 2.0 MILES TO A
 HL0514'WIRE GATE ON THE LEFT.  (CONTINUE STRAIGHT AHEAD ON U.S. HIGHWAY
 HL0514'84 FOR 0.9 MILE TO A CUT BANK AND THE AZIMUTH MARK ON THE
 HL0514'LEFT.) TURN LEFT, EASTERLY, THROUGH THE WIRE GATE ON A TRACK
 HL0514'ROAD FOR 0.45 MILE TO THE END OF THE TRACK ROAD.  CONTINUE
 HL0514'STRAIGHT AHEAD EASTERLY, ON A DIM TRACK ROAD FOR 0.05 MILE
 HL0514'TO TWO WIRE GATES.  PASS THROUGH THE WIRE GATE ON THE
 HL0514'LEFT AND GO NORTHEASTERLY ON A DIM TRACK ROAD FOR 0.7 MILE
 HL0514'TO A WIRE GATE.  PASS THROUGH THE WIRE GATE AND GO EASTERLY
 HL0514'THROUGH OPEN PASTURE FOR 0.2 MILE, THEN BEAR RIGHT FOR 0.3
 HL0514'MILE TO THE TOP OF A SMALL RIDGE.  CONTINUE THROUGH OPEN
 HL0514'PASTURE, SOUTHERLY, FOR 0.3 MILE TO A FENCE.  TURN LEFT,
 HL0514'EASTERLY, ALONG THE NORTH SIDE OF THE FENCE FOR 0.2 MILE TO A WIRE
 HL0514'GATE.  PASS THROUGH THE WIRE GATE AND CONTINUE EASTERLY ACROSS
 HL0514'OPEN PASTURE FOR 0.4 MILE TO A SMALL POND.  FROM HERE TURN
 HL0514'LEFT, NORTH, THROUGH SMALL BRUSH FOR 0.45 MILE TO THE
 HL0514'BASE OF THE LOW HILL AND THE END OF TRUCK TRAVEL.  FROM HERE
 HL0514'PACK NORTHERLY TO THE HIGHEST POINT OF THE HILL AND THE
 HL0514'STATION.  (ABOUT A 10 MINUTE PACK)
 HL0514'
 HL0514'STATION MARK, IS A STANDARD DISK STAMPED CHROMO 1936, SET IN
 HL0514'CEMENT IN THE TOP OF A FOUR INCH IRON PIPE WHICH PROJECTS 8
 HL0514'INCHES.  IT IS 27 FEET NORTH OF AN 18-INCH SPRUCE TREE WITH
 HL0514'A TRIANGLE BLAZE ON IT.
 HL0514'
 HL0514'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CHROMO NO 1
 HL0514'1936, IS SET IN CEMENT IN THE TOP OF A FOUR INCH IRON PIPE
 HL0514'WHICH PROJECTS 2 INCHES.
 HL0514'
 HL0514'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CHROMO NO 2 1936,
 HL0514'IS SET IN CEMENT IN THE TOP OF A FOUR INCH IRON PIPE WHICH
 HL0514'PROJECTS 6 INCHES.
 HL0514'
 HL0514'AZIMUTH MARK, A STANDARD DISK STAMPED CHROMO 1936 RESET 1961,
 HL0514'IS CEMENTED IN A DRILL HOLE IN A SMALL BOULDER WHICH PROJECTS
 HL0514'3 INCHES.  IT IS 54 FEET NORTHEAST OF THE CENTER OF HIGHWAY
 HL0514'84, 46 FEET SOUTHEAST OF A POWER POLE, 8 FEET NORTHEAST OF
 HL0514'THE SOUTH EDGE OF THE CUT BANK, 6 FEET SOUTHWEST OF A FENCE AND
 HL0514'5.5 FEET SOUTHWEST OF A METAL WITNESS POST.
 HL0514'
 HL0514'NOTE.  REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0513 ***********************************************************************
 HL0513  DESIGNATION -  CHROMO AZ MK
 HL0513  PID         -  HL0513
 HL0513  STATE/COUNTY-  CO/ARCHULETA
 HL0513  USGS QUAD   -  CHROMO (1984)
 HL0513
 HL0513                         *CURRENT SURVEY CONTROL
 HL0513  ___________________________________________________________________
 HL0513* NAD 83(1992)-  37 01 44.19844(N)    106 46 18.86431(W)     ADJUSTED  
 HL0513* NAVD 88     -      2469.     (meters)    8100.     (feet)  SCALED    
 HL0513  ___________________________________________________________________
 HL0513  LAPLACE CORR-           9.28  (seconds)                    DEFLEC99
 HL0513  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 HL0513
 HL0513  HORZ ORDER  -  SECOND
 HL0513
 HL0513.The horizontal coordinates were established by classical geodetic methods
 HL0513.and adjusted by the National Geodetic Survey in December 1993..
 HL0513
 HL0513.The orthometric height was scaled from a topographic map.
 HL0513
 HL0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0513
 HL0513.The geoid height was determined by GEOID03.
 HL0513
 HL0513;                    North         East     Units Scale Factor Converg.
 HL0513;SPC CO S     -   345,778.554   801,228.798   MT  1.00004338   -0 46 48.6
 HL0513;SPC CO S     - 1,134,441.81  2,628,698.15   sFT  1.00004338   -0 46 48.6
 HL0513;SPC NM C     -   668,809.283   453,566.288   MT  0.99992655   -0 18 51.5
 HL0513;SPC NM C     - 2,194,251.79  1,488,075.40   sFT  0.99992655   -0 18 51.5
 HL0513;UTM  13      - 4,099,551.110   342,395.519   MT  0.99990600   -1 04 02.3
 HL0513
 HL0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0513!SPC CO S     -   0.99961529  x   1.00004338  =   0.99965865
 HL0513!SPC NM C     -   0.99961529  x   0.99992655  =   0.99954187
 HL0513!UTM  13      -   0.99961529  x   0.99990600  =   0.99952132
 HL0513
 HL0513                          SUPERSEDED SURVEY CONTROL
 HL0513
 HL0513  NAD 83(1992)-  37 01 44.19982(N)    106 46 18.86519(W) AD(       ) 2
 HL0513  NAD 83(1986)-  37 01 44.19894(N)    106 46 18.86826(W) AD(       ) 2
 HL0513  NAD 27      -  37 01 44.15000(N)    106 46 16.74000(W) AD(       ) 2
 HL0513
 HL0513.Superseded values are not recommended for survey control.
 HL0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0513.See file dsdata.txt to determine how the superseded data were derived.
 HL0513
 HL0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA4239699551(NAD 83)
 HL0513_MARKER: DS = TRIANGULATION STATION DISK
 HL0513_SETTING: 0 = UNSPECIFIED SETTING
 HL0513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0513
 HL0513  HISTORY     - Date     Condition        Report By
 HL0513  HISTORY     - 1936     MONUMENTED       CGS
 HL0513
 HL0513                          STATION DESCRIPTION
 HL0513
 HL0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 HL0513'MARK IS ABOUT 1.5 MILES DIRECTLY N OF THE STATION,
 HL0513'20 PACES S OF THE CENTER LINE OF THE HIGHWAY, 0.25 MILE E OF
 HL0513'A.J. CROWLEY RANCH, 29 PACES N OF N TREE OF TWO PINE TREES,
 HL0513'IN A N-S FENCE LINE AND PROJECTS 6 INCHES.
 HL0513'
 HL0513'TO REACH STATION FROM PAGOSA SPRINGS, GO E 1.0 MILE TO THE
 HL0513'JUNCTION OF HIGHWAYS 160 AND 17.  TAKE HIGHWAY 17 S FOR 24.5
 HL0513'MILES AND PASS THROUGH THE ABANDONED SETTLEMENT OF EDITH.
 HL0513'CONTINUE ON HIGHWAY 17 S FOR 1.1 MILES AND TAKE LEFT FORK,
 HL0513'LEAVING HIGHWAY 17 JUST AFTER CROSSING A BRIDGE.  CONTINUE
 HL0513'FOR 4.15 MILES OR 0.25 MILE AFTER PASSING GATE TO A.J. CROWLEY
 HL0513'RANCH ON LEFT AND TURN RIGHT THROUGH POLE GATE AND DRIVE S
 HL0513'ALONG TRACK ROAD ON W SIDE OF N-S FENCE.  FOLLOW THIS FOR 0.9
 HL0513'MILE AND GO THROUGH GATE AT UPPER END OF FIELD.  HEAD SW
 HL0513'ACROSS MEADOW TOWARDS FOOT OF RIDGE OVER WHICH A WIDE CATTLE
 HL0513'TRAIL CAN BE SEEN CROSSING SADDLE, FOR ABOUT 0.2 MILE TO
 HL0513'END OF TRUCK TRAVEL.  PACK UP THIS SADDLE ABOUT 100 YARDS TO
 HL0513'POINT WHERE CATTLE TRAIL CROSSES.  TURN LEFT UP HILL TO
 HL0513'HIGHEST POINT AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0285 ***********************************************************************
 HJ0285  DESIGNATION -  CHURCH
 HJ0285  PID         -  HJ0285
 HJ0285  STATE/COUNTY-  CO/PROWERS
 HJ0285  USGS QUAD   -  LYCAN NE (1971)
 HJ0285
 HJ0285                         *CURRENT SURVEY CONTROL
 HJ0285  ___________________________________________________________________
 HJ0285* NAD 83(1992)-  37 41 15.03245(N)    102 05 32.05725(W)     ADJUSTED  
 HJ0285* NAVD 88     -      1134.     (meters)    3720.     (feet)  SCALED    
 HJ0285  ___________________________________________________________________
 HJ0285  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 HJ0285  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 HJ0285
 HJ0285  HORZ ORDER  -  THIRD
 HJ0285
 HJ0285.The horizontal coordinates were established by classical geodetic methods
 HJ0285.and adjusted by the National Geodetic Survey in November 1994..
 HJ0285
 HJ0285.The orthometric height was scaled from a topographic map.
 HJ0285
 HJ0285.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0285
 HJ0285.The geoid height was determined by GEOID03.
 HJ0285
 HJ0285;                    North         East     Units Scale Factor Converg.
 HJ0285;SPC CO S     -   423,579.276 1,214,897.462   MT  0.99994866   +2 05 24.9
 HJ0285;SPC CO S     - 1,389,693.01  3,985,876.09   sFT  0.99994866   +2 05 24.9
 HJ0285;SPC KS S     -   519,400.482    83,246.896   MT  0.99994394   -2 12 27.1
 HJ0285;UTM  13      - 4,175,123.943   756,401.261   MT  1.00040983   +1 46 43.1
 HJ0285
 HJ0285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0285!SPC CO S     -   0.99982577  x   0.99994866  =   0.99977444
 HJ0285!SPC KS S     -   0.99982577  x   0.99994394  =   0.99976972
 HJ0285!UTM  13      -   0.99982577  x   1.00040983  =   1.00023553
 HJ0285
 HJ0285|---------------------------------------------------------------------|
 HJ0285| PID    Reference Object                     Distance      Geod. Az  |
 HJ0285|                                                           dddmmss.s |
 HJ0285| CM8666 CHURCH RM 1                           7.492 METERS 16728     |
 HJ0285| CM8665 CHURCH AZ MK                                       2713417.8 |
 HJ0285| CM8667 CHURCH RM 2                           7.441 METERS 28037     |
 HJ0285|---------------------------------------------------------------------|
 HJ0285
 HJ0285                          SUPERSEDED SURVEY CONTROL
 HJ0285
 HJ0285  NAD 83(1992)-  37 41 15.03414(N)    102 05 32.05343(W) AD(       ) 3
 HJ0285  NAD 83(1986)-  37 41 15.03402(N)    102 05 32.04921(W) AD(       ) 3
 HJ0285  NAD 27      -  37 41 14.98949(N)    102 05 30.39196(W) AD(       ) 3
 HJ0285
 HJ0285.Superseded values are not recommended for survey control.
 HJ0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0285.See file dsdata.txt to determine how the superseded data were derived.
 HJ0285
 HJ0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB5640175124(NAD 83)
 HJ0285_MARKER: DS = TRIANGULATION STATION DISK
 HJ0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0285
 HJ0285  HISTORY     - Date     Condition        Report By
 HJ0285  HISTORY     - 1953     MONUMENTED       CGS
 HJ0285  HISTORY     - 1971     POOR             USGS
 HJ0285  HISTORY     - 1975     MARK NOT FOUND   NGS
 HJ0285
 HJ0285                          STATION DESCRIPTION
 HJ0285
 HJ0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HJ0285'STATION IS LOCATED, AIRLINE, ABOUT 10 MILES NORTH NORTHEAST OF
 HJ0285'THE U.S. POST OFFICE AT LYCAN, 3 MILES NORTH OF THE BACA-PROWERS
 HJ0285'COUNTY LINE, 2-1/2 MILES WEST OF THE KANSAS-COLORADO STATE
 HJ0285'LINE AND IN THE SOUTHWEST ANGLE OF A CROSS ROAD.
 HJ0285'
 HJ0285'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S. HIGHWAY
 HJ0285'50 AND STATE HIGHWAY 89 IN HOLLY, GO SOUTH ON STATE HIGHWAY 89
 HJ0285'FOR 25.7 MILES TO A CROSS ROAD.  TURN LEFT AND GO 1.6 MILES TO
 HJ0285'THE AZIMUTH MARK ON THE LEFT, NORTH SIDE OF THE ROAD.  CONTINUE
 HJ0285'EAST FOR 0.4 MILE TO A CROSS ROAD AND THE STATION ON THE RIGHT.
 HJ0285'
 HJ0285'STATION MARK, STAMPED CHURCH 1953, IS A STANDARD DISK SET IN
 HJ0285'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 HJ0285'INCHES.  IT IS 8.0 FEET SOUTHWEST OF THE FENCE CORNER POST AND
 HJ0285'6.0 FEET SOUTHEAST OF A WITNESS POST.
 HJ0285'
 HJ0285'REFERENCE MARK NUMBER 1, STAMPED CHURCH NO 1 1953, IS A STANDARD
 HJ0285'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 HJ0285'PROJECTS 3 INCHES AND IS AT THE STATION ELEVATION.  IT IS 21.0
 HJ0285'FEET WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD AND 10
 HJ0285'INCHES WEST OF THE FENCE LINE.
 HJ0285'
 HJ0285'REFERENCE MARK NUMBER 2, STAMPED CHURCH NO 2 1953, IS A STANDARD
 HJ0285'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 HJ0285'PROJECTS 2 INCHES AND IS AT THE STATION ELEVATION.  IT IS 24.0
 HJ0285'FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD AND 10
 HJ0285'INCHES SOUTH OF A WIRE FENCE.
 HJ0285'
 HJ0285'AZIMUTH MARK, STAMPED CHURCH 1953, IS A STANDARD DISK SET IN
 HJ0285'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 3
 HJ0285'INCHES.  IT IS 30.0 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 HJ0285'2.0 FEET SOUTH OF A LARGE FENCE POST AND IN THE ROAD RIGHT-OF-WAY.
 HJ0285
 HJ0285                          STATION RECOVERY (1971)
 HJ0285
 HJ0285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (WC)
 HJ0285'ABOVE GROUND MARK FOUND LOOSE ON SURFACE, TABLET RECOVERED, R.M.S
 HJ0285'NOT FOUND.
 HJ0285
 HJ0285                          STATION RECOVERY (1975)
 HJ0285
 HJ0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 HJ0285'STATION MARK AND REFERENCE MARKS WERE DESTROYED BY ROAD GRADER.
 HJ0285'THE AZIMUTH MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0503 ***********************************************************************
 KJ0503  DESIGNATION -  CHURCH
 KJ0503  PID         -  KJ0503
 KJ0503  STATE/COUNTY-  CO/LINCOLN
 KJ0503  USGS QUAD   -  WALKS CAMP PARK (1979)
 KJ0503
 KJ0503                         *CURRENT SURVEY CONTROL
 KJ0503  ___________________________________________________________________
 KJ0503* NAD 83(1992)-  39 29 29.96952(N)    103 33 57.00446(W)     ADJUSTED  
 KJ0503* NAVD 88     -      1676.5    (meters)    5500.     (feet)  VERTCON   
 KJ0503  ___________________________________________________________________
 KJ0503  LAPLACE CORR-          -4.96  (seconds)                    DEFLEC99
 KJ0503  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 KJ0503
 KJ0503  HORZ ORDER  -  FIRST
 KJ0503
 KJ0503.The horizontal coordinates were established by classical geodetic methods
 KJ0503.and adjusted by the National Geodetic Survey in January 1993..
 KJ0503
 KJ0503.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0503
 KJ0503.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0503
 KJ0503.The geoid height was determined by GEOID03.
 KJ0503
 KJ0503;                    North         East     Units Scale Factor Converg.
 KJ0503;SPC CO C     -   490,660.690 1,080,766.521   MT  0.99995910   +1 13 11.5
 KJ0503;SPC CO C     - 1,609,775.95  3,545,814.83   sFT  0.99995910   +1 13 11.5
 KJ0503;SPC CO N     -   324,194.065 1,080,780.011   MT  1.00004393   +1 14 59.0
 KJ0503;SPC CO N     - 1,063,626.69  3,545,859.09   sFT  1.00004393   +1 14 59.0
 KJ0503;UTM  13      - 4,372,320.440   623,325.358   MT  0.99978726   +0 54 43.9
 KJ0503
 KJ0503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0503!SPC CO C     -   0.99974015  x   0.99995910  =   0.99969926
 KJ0503!SPC CO N     -   0.99974015  x   1.00004393  =   0.99978407
 KJ0503!UTM  13      -   0.99974015  x   0.99978726  =   0.99952747
 KJ0503
 KJ0503|---------------------------------------------------------------------|
 KJ0503| PID    Reference Object                     Distance      Geod. Az  |
 KJ0503|                                                           dddmmss.s |
 KJ0503| CP6821 CHURCH RM 1                          37.484 METERS 08742     |
 KJ0503| CP6820 CHURCH AZ MK RESET                                 1835302.8 |
 KJ0503| CP6818 CHURCH AZ MK                                       1851939.2 |
 KJ0503| CP6819 CHURCH AZ MK 2                                     1873609.9 |
 KJ0503| CP6822 CHURCH RM 2                          65.151 METERS 23010     |
 KJ0503| KJ0512 LIMON WESTERN UNION MW KAK 22       APPROX. 6.6 KM 2484510.9 |
 KJ0503|---------------------------------------------------------------------|
 KJ0503
 KJ0503                          SUPERSEDED SURVEY CONTROL
 KJ0503
 KJ0503  NAD 83(1986)-  39 29 29.96323(N)    103 33 57.00193(W) AD(       ) 1
 KJ0503  NAD 27      -  39 29 30.01000(N)    103 33 55.18900(W) AD(       ) 1
 KJ0503  NGVD 29 (07/19/86) 1675.7    (m)         5498.     (f) VERT ANG       
 KJ0503
 KJ0503.Superseded values are not recommended for survey control.
 KJ0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0503.See file dsdata.txt to determine how the superseded data were derived.
 KJ0503
 KJ0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD2332572320(NAD 83)
 KJ0503_MARKER: DS = TRIANGULATION STATION DISK
 KJ0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0503
 KJ0503  HISTORY     - Date     Condition        Report By
 KJ0503  HISTORY     - 1934     MONUMENTED       CGS
 KJ0503  HISTORY     - 1960     GOOD             CGS
 KJ0503  HISTORY     - 1968     GOOD             CGS
 KJ0503  HISTORY     - 1970     GOOD             USGS
 KJ0503
 KJ0503                          STATION DESCRIPTION
 KJ0503
 KJ0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 KJ0503'THE STATION IS LOCATED ABOUT 17-1/2 MILES SOUTH-SOUTHEAST OF
 KJ0503'LAST CHANCE AND 16 MILES NORTHEAST OF LIMON.  IT IS IN THE
 KJ0503'SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF SEC. 28, T. 6 S.,
 KJ0503'R. 55 W., AND IS IN THE FENCE LINE ON THE NORTH SIDE OF A
 KJ0503'NORWEGIAN LUTHERAN CHURCH YARD.
 KJ0503'
 KJ0503'THE STATION MARK IS 151.4 FEET NORTHEAST OF THE NORTHWEST CORNER,
 KJ0503'130.8 FEET NORTHEAST OF NORTHEAST CORNER, AND 151.7 FEET
 KJ0503'NORTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 157.5 FEET
 KJ0503'EAST OF THE NORTHWEST CORNER OF THE CHURCHYARD, ON THE HIGHEST
 KJ0503'POINT IN THE IMMEDIATE VICINITY AND PROJECTS 4 INCHES.
 KJ0503'
 KJ0503'TO REACH THE STATION FROM THE STORE AT LAST CHANCE WHICH IS
 KJ0503'AT THE INTERSECTION OF U.S. HIGHWAY 36 AND STATE HIGHWAY 71,
 KJ0503'GO SOUTH ON STATE HIGHWAY 71 FOR 12.0 MILES TO A T-INTERSECTION.
 KJ0503'HERE LEAVE STATE HIGHWAY 71, TURN LEFT AND GO EAST ON GRADED
 KJ0503'ROAD FOR 2.4 MILES TO A T-INTERSECTION ON THE RIGHT.  (THERE
 KJ0503'ARE TWO MAIL BOXES ON A WAGON WHEEL IN THE SOUTHEAST ANGLE
 KJ0503'OF THIS INTERSECTION.) HERE TURN RIGHT (SOUTH) AND GO 4.0
 KJ0503'MILES, THEN TURN RIGHT (WEST) AND GO 1.0 MILE, THEN TURN LEFT
 KJ0503'(SOUTH) AND GO 1.0 MILE TO THE NORWEGIAN LUTHERAN CHURCH AND
 KJ0503'STATION ON THE LEFT SIDE OF THE ROAD.
 KJ0503'
 KJ0503'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 KJ0503'40 AND STATE HIGHWAY 71 ON THE EAST SIDE OF LIMON, GO NORTH
 KJ0503'ON STATE HIGHWAY 71 FOR 10.0 MILES TO A T-INTERSECTION.  THEN
 KJ0503'TURN RIGHT (EAST) AND GO 2.8 MILES TO A CROSSROADS.  HERE TURN
 KJ0503'LEFT AND GO NORTH FOR 1.0 MILE TO A WHITE CHURCH ON THE RIGHT
 KJ0503'SIDE OF THE ROAD.  CONTINUE NORTH FOR 2.8 MILES TO A GRADED
 KJ0503'ROAD ON THE RIGHT.  HERE LEAVE THE HIGHWAY, TURN RIGHT AND GO
 KJ0503'EAST ON GRADED ROAD 2.8 MILES TO A CROSSROADS.  HERE TURN LEFT
 KJ0503'AND GO NORTH 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT SIDE OF
 KJ0503'THE ROAD.  CONTINUE NORTH 0.6 MILE TO THE CHURCH AND STATION
 KJ0503'ON THE EAST SIDE OF THE ROAD.
 KJ0503'
 KJ0503'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KJ0503'BRONZE DISKS SET AS DESCRIBED.
 KJ0503'
 KJ0503'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 2 FEET WEST OF
 KJ0503'THE NORTHEAST CORNER OF THE CHURCHYARD, 254.7 FEET EAST-NORTHEAST
 KJ0503'OF THE NORTHWEST CORNER OF THE CHURCH AND PROJECTS 4 INCHES.
 KJ0503'
 KJ0503'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION, 58.3 FEET
 KJ0503'WEST OF THE SOUTHWEST CORNER OF THE CHURCH, 64.9 FEET WEST
 KJ0503'OF THE NORTHWEST CORNER OF THE CHURCH AND PROJECTS 4 INCHES.
 KJ0503'
 KJ0503'AZIMUTH MARK IS SOUTH OF THE STATION, IN THE RIGHT-OF-WAY
 KJ0503'FENCE ON THE WEST SIDE OF THE NORTH-SOUTH ROAD THAT PASSES
 KJ0503'IN FRONT OF THE CHURCH AND IS FLUSH WITH THE GROUND.
 KJ0503'
 KJ0503'A 25-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 KJ0503
 KJ0503                          STATION RECOVERY (1960)
 KJ0503
 KJ0503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 KJ0503'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.  THE
 KJ0503'AZIMUTH MARK HAD BEEN DISTURBED BY ROAD CONSTRUCTION AND HAD
 KJ0503'APPARENTLY BEEN RESET IN APPROXIMATELY THE SAME POSITION.  A
 KJ0503'DIFFERENCE OF 9 MINUTES AND 26 SECONDS WAS NOTED IN THE HORIZONTAL
 KJ0503'DIRECTION TO THIS MARK.  AN OUTHOUSE HAS BEEN BUILT ON LINE BETWEEN
 KJ0503'THE THE STATION MARK AND REFERENCE MARK 1, THEREFORE A SLOPE
 KJ0503'MEASUREMENT  TO THIS MARK WAS MADE FROM THE INSTRUMENT AND COMPUTED TO
 KJ0503'HORIZONTAL DISTANCE.  SEE NOTE BELOW.OM THE INSTRUMENT AND COMPUTED TO
 KJ0503'
 KJ0503'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.  FOLLOWING
 KJ0503'IS A NEW DESCRIPTION OF THE AZIMUTH MARK.  IT IS A STANDARD REFERENCE
 KJ0503'DISK STAMPED--CHURCH AZIMUTH 1934--, SET IN THE TOP OF A 12-INCH
 KJ0503'SQUARE CONCRETE POST PROJECTING 12 INCHES.  IT IS 31 FEET WEST OF
 KJ0503'THE CENTER OF A DIRT ROAD AND 1.9 FEET WEST OF A METAL WITNESS
 KJ0503'POST.
 KJ0503'
 KJ0503'NOTE--THE SLOPE DISTANCE TO REFERENCE MARK WAS 129.83 FEET AND THE
 KJ0503'AND THE VERTICAL ANGLE WAS 28 DEGREES AND 25 MINUTES.
 KJ0503
 KJ0503                          STATION RECOVERY (1968)
 KJ0503
 KJ0503'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KJ0503'RM 1 IS A 1934 DISTANCE.
 KJ0503'
 KJ0503'NO MEASUREMENT BETWEEN THE R.M.S, DUE TO A LARGE BUTANE GAS BOTTLE
 KJ0503'ON LINE.
 KJ0503'
 KJ0503'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 KJ0503'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED
 KJ0503'UNTIL THE OBSERVATIONS WERE MADE.  AN AZIMUTH MARK 2 WAS ESTABLISHED.
 KJ0503'THE DIRECTION TO THE AZIMUTH MARK WAS FOUND TO BE 1 DEGREE AND
 KJ0503'27 MINUTES LOWER THAN THE 1934 DIRECTION.  THE 1934 DESCRIPTION
 KJ0503'DESCRIBED THE MARK AS BEING IN THE RIGHT-OF-WAY FENCE ON THE WEST
 KJ0503'SIDE OF THE NORTH-SOUTH ROAD THAT PASSED IN FRONT OF THE
 KJ0503'CHURCH, BUT THE MARK IS NOW ON THE EAST SIDE OF THE NORTH-SOUTH
 KJ0503'ROAD.  NO INFORMATION WAS AVAILABLE WHETHER THE MARK HAS BEEN
 KJ0503'MOVED.  THE DIRECTION TO REFERENCE MARK 1 CHECKED, BUT NO MEASUREMENT
 KJ0503'WAS MADE ON THE MARK DUE TO A TOILET ON LINE.  THE DISTANCE AND
 KJ0503'DIRECTION TO REFERENCE MARK 2 CHECKED.  FOLLOWING IS A NEW
 KJ0503'DESCRIPTION.
 KJ0503'
 KJ0503'THE STATION IS LOCATED IN THE SOUTHWEST 1/4 OF SECTION 28, T. 6 S.,
 KJ0503'R. 55 W. AND IN THE EAST-WEST FENCE LINE ON THE NORTH SIDE OF THE
 KJ0503'NORWEGIAN LUTHERAN CHURCH.  IT IS 19 MILES SOUTHWEST OF LINDON, 17
 KJ0503'1/2 MILES SOUTH OF LAST CHANCE, 17 MILES NORTHEAST OF LIMON AND
 KJ0503'3 MILES EAST OF STATE HIGHWAY 71.
 KJ0503'
 KJ0503'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 36 AND
 KJ0503'STATE HIGHWAY 71 IN LAST CHANCE, GO SOUTH ON STATE HIGHWAY 71 FOR
 KJ0503'12.0 MILES TO THE LINCOLN-WASHINGTON COUNTY LINE AND A CROSSROAD.
 KJ0503'TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 2.5 MILES TO A SIDE
 KJ0503'ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 5.0
 KJ0503'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON A GRAVELED
 KJ0503'ROAD FOR 1.0 MILE TO A T-ROAD.  TURN RIGHT AND GO NORTH ON A
 KJ0503'GRAVELED ROAD FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 KJ0503'
 KJ0503'THE STATION MARK IS A STANDARD DISK STAMPED CHURCH 1934, SET IN THE
 KJ0503'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS 4 INCHES BELOW
 KJ0503'THE GROUND SURFACE.  IT IS 130.9 FEET NORTHEAST OF THE NORTHEAST
 KJ0503'CORNER OF THE CHURCH AND 3 FEET SOUTH OF THE EAST-WEST WIRE FENCE.
 KJ0503'
 KJ0503'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CHURCH NO 1 1934, SET IN
 KJ0503'THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT WHICH IS 1 FOOT BELOW
 KJ0503'THE GROUND SURFACE.  IT IS 2.9 FEET WEST OF A NORTH-SOUTH FENCE
 KJ0503'LINE, 2.4 FEET SOUTH OF THE EAST-WEST FENCE LINE AND IS SET IN THE
 KJ0503'NORTHEAST CORNER OF THE CHURCH YARD.
 KJ0503'
 KJ0503'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CHURCH NO 2 1934, SET IN
 KJ0503'THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 KJ0503'GROUND SURFACE.  IT IS 53 FEET WEST-SOUTHWEST OF THE MAIN ENTRANCE
 KJ0503'TO THE CHURCH, 14.2 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE
 KJ0503'SIDEWALK, 11.4 FEET NORTH OF THE NORTH GATE POST OF A WIRE GATE
 KJ0503'AND 2 FEET EAST OF A NORTH-SOUTH FENCE LINE.
 KJ0503'
 KJ0503'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK STAMPED CHURCH AZIMUTH
 KJ0503'1934, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT WHICH
 KJ0503'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 39 FEET EAST OF
 KJ0503'THE CENTER OF A GRAVELED ROAD, 37.5 FEET NORTH OF A TELEPHONE POLE,
 KJ0503'3.3 FEET WEST OF A NORTH-SOUTH FENCE LINE AND 1.4 FEET EAST OF A
 KJ0503'METAL WITNESS POST.
 KJ0503'
 KJ0503'AZIMUTH MARK 2 IS A STANDARD DISK STAMPED CHURCH 1934 NO 2 1968, SET
 KJ0503'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 KJ0503'GROUND SURFACE.  IT IS 48 FEET WEST OF THE CENTER OF THE GRAVELED
 KJ0503'ROAD, 33 FEET SOUTH OF THE CENTER OF A DRIVEWAY, 1.3 FEET NORTH OF
 KJ0503'A METAL WITNESS POST AND 1.2 FEET NORTHEAST OF POWER LINE POLE
 KJ0503'NO. 6.
 KJ0503'
 KJ0503'TO REACH THE AZIMUTH MARKS FROM THIS POINT, GO SOUTH ON THE GRAVELED
 KJ0503'ROAD FOR 0.25 MILE TO AZIMUTH MARK 2 ON THE RIGHT.  CONTINUE SOUTH
 KJ0503'ON THE GRAVELED ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE
 KJ0503'LEFT.
 KJ0503'
 KJ0503'HEIGHT OF LIGHT ABOVE STATION MARK 47.7 FEET.
 KJ0503
 KJ0503                          STATION RECOVERY (1970)
 KJ0503
 KJ0503'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (FJG)
 KJ0503'STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED
 KJ0503'IN GOOD CONDITION.  DESCRIPTION AS GIVEN IS ADEQUATE.
 KJ0503'
 KJ0503'STATION MARK IS A STANDARD USC AND GS BRONZE DISK SET IN A
 KJ0503'SQUARE CONCRETE MONUMENT ABOUT 2 INCHES BELOW THE GROUND.
 KJ0503'
 KJ0503'A WITNESS SIGN WAS SET IN AN EAST-WEST FENCE LINE ABOUT 4
 KJ0503'FEET NORTH OF THE STATION MARK.
 KJ0503'
 KJ0503'THIS STATION WAS OCCUPIED FOR VERTICAL TIE AND SCALE CHECK ONLY,
 KJ0503'NO AZIMUTH MARK DETERMINATION OR REFERENCE MARK MEASUREMENTS
 KJ0503'WERE MADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0405 ***********************************************************************
 KJ0405  DESIGNATION -  CHUTE ET
 KJ0405  PID         -  KJ0405
 KJ0405  STATE/COUNTY-  CO/YUMA
 KJ0405  USGS QUAD   -  WILDCAT CANYON (1963)
 KJ0405
 KJ0405                         *CURRENT SURVEY CONTROL
 KJ0405  ___________________________________________________________________
 KJ0405* NAD 83(1992)-  39 47 20.93002(N)    102 16 02.01653(W)     ADJUSTED  
 KJ0405* NAVD 88     -      1205.7    (meters)    3956.     (feet)  VERTCON   
 KJ0405  ___________________________________________________________________
 KJ0405  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 KJ0405  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 KJ0405
 KJ0405  HORZ ORDER  -  SECOND
 KJ0405
 KJ0405.The horizontal coordinates were established by classical geodetic methods
 KJ0405.and adjusted by the National Geodetic Survey in January 1993..
 KJ0405
 KJ0405.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0405
 KJ0405.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0405
 KJ0405.The geoid height was determined by GEOID03.
 KJ0405
 KJ0405;                    North         East     Units Scale Factor Converg.
 KJ0405;SPC CO N     -   360,456.385 1,191,243.665   MT  0.99998909   +2 05 19.7
 KJ0405;SPC CO N     - 1,182,597.32  3,908,271.92   sFT  0.99998909   +2 05 19.7
 KJ0405;UTM  13      - 4,407,927.819   734,000.825   MT  1.00027417   +1 44 58.8
 KJ0405
 KJ0405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0405!SPC CO N     -   0.99981440  x   0.99998909  =   0.99980349
 KJ0405!UTM  13      -   0.99981440  x   1.00027417  =   1.00008852
 KJ0405
 KJ0405|---------------------------------------------------------------------|
 KJ0405| PID    Reference Object                     Distance      Geod. Az  |
 KJ0405|                                                           dddmmss.s |
 KJ0405| CP6823 CHUTE ET RM 1                                      08949     |
 KJ0405| KJ0399 JUNCTION ET                         APPROX. 5.2 KM 1685859.6 |
 KJ0405| CP6824 CHUTE ET RM 2                                      17936     |
 KJ0405|---------------------------------------------------------------------|
 KJ0405
 KJ0405                          SUPERSEDED SURVEY CONTROL
 KJ0405
 KJ0405  NAD 83(1986)-  39 47 20.92797(N)    102 16 02.01490(W) AD(       ) 2
 KJ0405  NAD 27      -  39 47 20.95690(N)    102 16 00.31738(W) AD(       ) 2
 KJ0405  NGVD 29 (07/19/86) 1205.2    (m)         3954.     (f) VERT ANG       
 KJ0405
 KJ0405.Superseded values are not recommended for survey control.
 KJ0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0405.See file dsdata.txt to determine how the superseded data were derived.
 KJ0405
 KJ0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGE3400107928(NAD 83)
 KJ0405_MARKER: DD = SURVEY DISK
 KJ0405_SETTING: 0 = UNSPECIFIED SETTING
 KJ0405
 KJ0405  HISTORY     - Date     Condition        Report By
 KJ0405  HISTORY     - 1968     MONUMENTED       USGS
 KJ0405
 KJ0405                          STATION DESCRIPTION
 KJ0405
 KJ0405'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 KJ0405'THE STATION IS LOCATED NORTH 13 DEG EAST ABOUT 6.1 MILES FROM
 KJ0405'IDALIA, COLORADO NEAR NORTH-QUARTER CORNER OF SECTION 23, T.3S.,
 KJ0405'R.44W.
 KJ0405'
 KJ0405'TO REACH FROM THE X-RDS. AT IDALIA, GO 2.0 MILES EAST ON
 KJ0405'U.S. HIGHWAY 36, THENCE 2.8 MILES NORTH ON U.S. HIGHWAYS 36 AND
 KJ0405'385 TO HIGHWAY JUNCTION, CONTINUE 3.3 MILES NORTH OF U.S. HIGHWAY
 KJ0405'385 TO FIELD ENTRANCE LEFT, TURN LEFT THRU GATE AND GO 0.3
 KJ0405'MILE WEST ALONG NORTH SIDE OF EAST-WEST FENCE TO FENCE CORNER
 KJ0405'AND THE STATION SITE.  THE STATION IS 6 FEET SOUTH AND 7.5 FEET
 KJ0405'EAST OF THE FENCE CORNER AND 7.5 FEET EAST OF U.S.G.S. WITNESS
 KJ0405'SIGN MOUNTED ON WOODEN FENCE POST.
 KJ0405'
 KJ0405'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD ROD
 KJ0405'DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN A PLASTIC PIPE 6 INCHES
 KJ0405'IN DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE TABLET IS
 KJ0405'FLUSH WITH THE GROUND AND IS STAMPED CHUTE ET 1968.
 KJ0405'
 KJ0405'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET
 KJ0405'CRIMPED TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET,
 KJ0405'CENTERED IN A PLASTIC PIPE, 6 INCHES IN DIAMETER, 12 INCHES
 KJ0405'LONG FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND
 KJ0405'AND IS STAMPED CHUTE ET 1968-1.
 KJ0405'
 KJ0405'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET
 KJ0405'CRIMPED TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET,
 KJ0405'CENTERED IN A PLASTIC PIPE, 6 INCHES IN DIAMETER, 12 INCHES LONG
 KJ0405'FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND
 KJ0405'IS STAMPED CHUTE ET 1968-2.
 KJ0405'
 KJ0405'STATION JUNCTION ET 1968 IS VISIBLE FROM THE GROUND AND WILL
 KJ0405'SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0817 ***********************************************************************
 JL0817  DESIGNATION -  CIMARRON
 JL0817  PID         -  JL0817
 JL0817  STATE/COUNTY-  CO/OURAY
 JL0817  USGS QUAD   -  BUCKHORN LAKES (1983)
 JL0817
 JL0817                         *CURRENT SURVEY CONTROL
 JL0817  ___________________________________________________________________
 JL0817* NAD 83(1992)-  38 18 06.62100(N)    107 38 06.82788(W)     ADJUSTED  
 JL0817* NAVD 88     -      3459.8    (meters)   11351.     (feet)  VERTCON   
 JL0817  ___________________________________________________________________
 JL0817  LAPLACE CORR-           8.78  (seconds)                    DEFLEC99
 JL0817  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 JL0817
 JL0817  HORZ ORDER  -  THIRD
 JL0817
 JL0817.The horizontal coordinates were established by classical geodetic methods
 JL0817.and adjusted by the National Geodetic Survey in January 1993..
 JL0817
 JL0817.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0817
 JL0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0817
 JL0817.The geoid height was determined by GEOID03.
 JL0817
 JL0817;                    North         East     Units Scale Factor Converg.
 JL0817;SPC CO S     -   488,417.196   727,650.873   MT  0.99997864   -1 18 34.9
 JL0817;SPC CO S     - 1,602,415.42  2,387,301.24   sFT  0.99997864   -1 18 34.9
 JL0817;UTM  13      - 4,242,591.346   269,566.365   MT  1.00025399   -1 38 02.6
 JL0817
 JL0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0817!SPC CO S     -   0.99945985  x   0.99997864  =   0.99943851
 JL0817!UTM  13      -   0.99945985  x   1.00025399  =   0.99971371
 JL0817
 JL0817:                Primary Azimuth Mark                     Grid Az
 JL0817:SPC CO S     -  COLONA                                   289 55 59.9
 JL0817:UTM  13      -  COLONA                                   290 15 27.6
 JL0817
 JL0817|---------------------------------------------------------------------|
 JL0817| PID    Reference Object                     Distance      Geod. Az  |
 JL0817|                                                           dddmmss.s |
 JL0817| JL0836 COLONA                              APPROX.10.9 KM 2883725.0 |
 JL0817|---------------------------------------------------------------------|
 JL0817
 JL0817                          SUPERSEDED SURVEY CONTROL
 JL0817
 JL0817  NAD 83(1986)-  38 18 06.60491(N)    107 38 06.81381(W) AD(       ) 3
 JL0817  NAD 27      -  38 18 06.64921(N)    107 38 04.62809(W) AD(       ) 3
 JL0817  NGVD 29 (07/19/86) 3458.1    (m)        11345.     (f) VERT ANG       
 JL0817
 JL0817.Superseded values are not recommended for survey control.
 JL0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0817.See file dsdata.txt to determine how the superseded data were derived.
 JL0817
 JL0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC6956642591(NAD 83)
 JL0817_MARKER: DD = SURVEY DISK
 JL0817_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JL0817_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JL0817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JL0817
 JL0817  HISTORY     - Date     Condition        Report By
 JL0817  HISTORY     - 1952     MONUMENTED       USGS
 JL0817
 JL0817                          STATION DESCRIPTION
 JL0817
 JL0817'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JL0817'THIS STATION IS NOT ---CIMARRON-R 1938---, BY T. T. RANNEY, ALTHOUGH
 JL0817'BOTH STATIONS ARE LOCATED IN MONTROSE NO. 1 QUADRANGLE.
 JL0817'
 JL0817'LOCATED ABOUT 2.5 MI. E. AND 18 MI. N. OF OURAY, COLORADO, AT THE S.
 JL0817'SIDE OF BARE POINT ON CIMARRON RIDGE.
 JL0817'
 JL0817'TO REACH FROM RAILROAD STATION AT RIDGWAY, GO E. ON HIGHWAY 62 0.4
 JL0817'MI. TO JUNCTION OF COLORADO 62 AND U.S. HIGHWAY 550.  THENCE N. ON
 JL0817'HIGHWAY 550 FOR 7.9 MI.  LEAVE MAIN HIGHWAY RIGHT ON DIRT RD. (THERE
 JL0817'IS A SIGN THAT SAYS ---SMITH LUMBER MILL---) AND GO 1.0 MI. TO A RD.
 JL0817'FORK.  TAKE LEFT FORK AND GO 1.1 MI. TO ANOTHER FORK.  TAKE THE
 JL0817'LEFT FORK, A WELL TRAVELED RD., 3.0 MI. TO A GATE.  PASS THRU THIS
 JL0817'GATE AND GO 0.7 MI. TO ANOTHER GATE.  PASS THRU THIS GATE AND GO 0.7
 JL0817'MI. TO A RD. JUNCTION.  KEEP ON THE LEFT RD. AND GO 0.4 MI. TO A
 JL0817'WOODEN GATE, PASS THRU THIS GATE AND GO 1.0 MI. TO ANOTHER WOODEN
 JL0817'GATE, GO 0.8 MI. TO A GATE AND RD. FORK.  GO THRU GATE AND GO
 JL0817'STRAIGHT AHEAD PAST RD. FORK 0.1 MI. TO LUMBER CAMP.  TAKE RIGHT
 JL0817'FORK FROM THE LUMBER CAMP AND GO 0.4 MI. TO A RD. FORK.  TAKE THE
 JL0817'LEFT FORK AND GO 0.1 MI. TO ANOTHER RD. FORK, KEEP ON LEFT FORK,
 JL0817'THE MAIN TRAVELED RD., FOR 0.3 MI. TO A GATE.  PASS THRU THE GATE
 JL0817'AND GO 0.1 MI. TO A RD. FORK.  TAKE THE RIGHT FORK AND GO CROSS
 JL0817'COUNTRY 0.6 MI. TO A LARGE CLEARING.  STATION CAN BE SEEN ON HIGH
 JL0817'POINT OF RIDGE SLIGHTLY TO THE LEFT OF THE CLEARING.  PROCEED ON
 JL0817'FOOT TO THE TOP OF THE SW. RIDGE AND GO S. TO STATION.  ABOUT A
 JL0817'45 MINUTE PACK.
 JL0817'
 JL0817'STATION MARK--STANDARD TABLET, STAMPED ---CIMARRON 1952---, AND IS
 JL0817'IN A STEEL PIPE, DRIVEN IN THE GROUND.
 JL0817'
 JL0817'REFERENCE MARK NO. 1--STANDARD TABLET, STAMPED ---CIMARRON 1952 RM
 JL0817'NO. 1---, CEMENTED IN A BOULDER, 68.00 FT. NW. OF THE STATION,
 JL0817'N 70 DEG 03 MIN W.
 JL0817'
 JL0817'REFERENCE MARK NO. 2--STANDARD COPPER NAIL AND WASHER, 55.60 FT. N.
 JL0817'OF STATION, N 13 DEG 16 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0574 ***********************************************************************
 HL0574  DESIGNATION -  CINCO RESET
 HL0574  PID         -  HL0574
 HL0574  STATE/COUNTY-  CO/HINSDALE
 HL0574  USGS QUAD   -  BALDY CINCO (1986)
 HL0574
 HL0574                         *CURRENT SURVEY CONTROL
 HL0574  ___________________________________________________________________
 HL0574* NAD 83(1992)-  37 57 19.83050(N)    107 06 10.67637(W)     ADJUSTED  
 HL0574* NAVD 88     -      4081.3    (meters)   13390.     (feet)  VERTCON   
 HL0574  ___________________________________________________________________
 HL0574  LAPLACE CORR-           3.98  (seconds)                    DEFLEC99
 HL0574  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 HL0574
 HL0574  HORZ ORDER  -  FIRST
 HL0574
 HL0574.The horizontal coordinates were established by classical geodetic methods
 HL0574.and adjusted by the National Geodetic Survey in January 1993..
 HL0574
 HL0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0574
 HL0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0574
 HL0574.The geoid height was determined by GEOID03.
 HL0574
 HL0574;                    North         East     Units Scale Factor Converg.
 HL0574;SPC CO S     -   449,050.541   773,538.683   MT  0.99994763   -0 58 59.6
 HL0574;SPC CO S     - 1,473,259.98  2,537,851.50   sFT  0.99994763   -0 58 59.6
 HL0574;UTM  13      - 4,202,964.540   315,243.542   MT  1.00002044   -1 17 37.7
 HL0574
 HL0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0574!SPC CO S     -   0.99936236  x   0.99994763  =   0.99931002
 HL0574!UTM  13      -   0.99936236  x   1.00002044  =   0.99938279
 HL0574
 HL0574:                Primary Azimuth Mark                     Grid Az
 HL0574:SPC CO S     -  BALDY CINCO AZ MK                        138 07 27.7
 HL0574:UTM  13      -  BALDY CINCO AZ MK                        138 26 05.8
 HL0574
 HL0574|---------------------------------------------------------------------|
 HL0574| PID    Reference Object                     Distance      Geod. Az  |
 HL0574|                                                           dddmmss.s |
 HL0574| CM6879 BALDY CINCO AZ MK                                  1370828.1 |
 HL0574| CM6880 BALDY CINCO RM 1                      6.736 METERS 19850     |
 HL0574| CM6881 BALDY CINCO RM 2                      5.728 METERS 28120     |
 HL0574|---------------------------------------------------------------------|
 HL0574
 HL0574                          SUPERSEDED SURVEY CONTROL
 HL0574
 HL0574  NAD 83(1986)-  37 57 19.82741(N)    107 06 10.67988(W) AD(       ) 1
 HL0574  NAD 27      -  37 57 19.83500(N)    107 06 08.49460(W) AD(       ) 1
 HL0574  NGVD 29 (07/19/86) 4079.2    (m)        13383.     (f) VERT ANG       
 HL0574
 HL0574.Superseded values are not recommended for survey control.
 HL0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0574.See file dsdata.txt to determine how the superseded data were derived.
 HL0574
 HL0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC1524402965(NAD 83)
 HL0574_MARKER: DB = BENCH MARK DISK
 HL0574_SETTING: 66 = SET IN ROCK OUTCROP
 HL0574
 HL0574  HISTORY     - Date     Condition        Report By
 HL0574  HISTORY     - 1956     MONUMENTED       USGS
 HL0574  HISTORY     - 1958     GOOD             USGS
 HL0574  HISTORY     - 1958     GOOD             USGS
 HL0574
 HL0574                          STATION DESCRIPTION
 HL0574
 HL0574'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (OSR)
 HL0574'STATION IS LOCATED ON THE HIGHEST AND MOST EASTERLY ONE OF TWO
 HL0574'PEAKS (ELEVATION 13,420 FEET) KNOWN AS BALDY CINCO, ON THE
 HL0574'CONTINENTAL DIVIDE AND THE HINSDALE-MINERAL COUNTY LINE, ABOUT
 HL0574'12 MILES EAST-SOUTHEAST OF LAKE CITY, 3-1/2 MILES EAST OF STATE
 HL0574'HIGHWAY 149 AND 3-1/2 MILES EAST-NORTHEAST OF SPRING CREEK
 HL0574'PASS ON HIGHWAY 149.
 HL0574'
 HL0574'REACHED FROM THE POST OFFICE IN LAKE CITY BY GOING SOUTHEASTERLY
 HL0574'ON STATE HIGHWAY 149 FOR 2.4 MILES TO FORKS, TAKE LEFT FORK AND
 HL0574'FOLLOW HIGHWAY 149 FOR 7.1 MILES TO THE SUMMIT OF SLUMGULLION
 HL0574'PASS, CONTINUE ON HIGHWAY 149 FOR 3.0 MILES TO FORKS, TAKE
 HL0574'RIGHT FORK AND CONTINUE ON HIGHWAY 149 FOR 0.5 MILE TO A DIM
 HL0574'TRACK ROAD LEFT TO A SMALL BUILDING, TURN LEFT AND FOLLOW
 HL0574'WINDING TRACK ROAD FOR 0.6 MILE TO END OF TRUCK TRAVEL.  FROM
 HL0574'HERE PACK NORTHEASTERLY UP HILL TO TOP OF LARGE MESA, PACK
 HL0574'NORTHEASTERLY ACROSS MESA TO THE HIGHEST POINT OF THE EAST
 HL0574'ONE OF TWO PEAKS AND STATION.  ABOUT A 3 HOUR PACK.
 HL0574'
 HL0574'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 HL0574'DISK, STAMPED CINCO 1956, CEMENTED IN A DRILL HOLE IN OUTCROPPING
 HL0574'BEDROCK FLUSH WITH THE GROUND SURFACE.
 HL0574'
 HL0574'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BALDY CINCO USGS
 HL0574'NO 1 1958, CEMENTED IN A DRILL HOLE IN A 3 X 10 FOOT BOULDER
 HL0574'FLUSH WITH THE GROUND SURFACE.
 HL0574'
 HL0574'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BALDY CINCO USGS
 HL0574'NO 2 1958, CEMENTED IN A DRILL HOLE IN A 1 X 1 FOOT BOULDER
 HL0574'PROJECTING 2 INCHES.
 HL0574'
 HL0574'AZIMUTH MARK IS A STANDARD DISK, STAMPED BALDY CINCO 1958,
 HL0574'CEMENTED IN A DRILL HOLE IN A 3 X 4 FOOT BOULDER FLUSH WITH THE
 HL0574'GROUND SURFACE.
 HL0574'
 HL0574'TO REACH THE AZIMUTH MARK FROM THE STATION PACK SOUTHEASTERLY
 HL0574'ALONG THE NORTHEAST EDGE OF RIDGE FOR 0.5 MILE TO THE MARK.  IT
 HL0574'IS 5 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE RIDGE.  A
 HL0574'WHITE WITNESS POST WAS SET 2 FEET SOUTH OF THE MARK.
 HL0574
 HL0574                          STATION RECOVERY (1958)
 HL0574
 HL0574'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 HL0574'STATION LOCATED ON THE BOUNDARY LINE BETWEEN HINSDALE AND MINERAL
 HL0574'COUNTY, APPROX. 12 -AIR- MI. NW. OF CREEDE, COLORADO, 11 -AIR- MI.
 HL0574'SE. OF LAKE CITY, ON THE CONTINENTAL DIVIDE AT THE N. END OF SNOW
 HL0574'MESA.
 HL0574'
 HL0574'TO REACH STATION FROM CREEDE P.O., GO SW. OUT OF CREEDE ON STATE HWY.
 HL0574'149 33.2 MI. TO SPRING CREEK PASS, THEN BY HORSES E. ALONG  LA GARITA
 HL0574'STOCK DRIVEWAY TO SNOW MESA, THEN TO THE N. SIDE OF SNOW MESA TO HIGH
 HL0574'ROCKY TOP AND STATION.  APPROX. PACK TIME WITH HORSES FROM THE HWY.
 HL0574'AT SPRING CREEK PASS 2.5 HRS.
 HL0574'
 HL0574'STATION MARK - BRONZE TABLET SET IN AN EMBEDDED ROCK STAMPED ---CINCO
 HL0574'1904-1956---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7782 ***********************************************************************
 AJ7782  DESIGNATION -  CISNEROS
 AJ7782  PID         -  AJ7782
 AJ7782  STATE/COUNTY-  CO/RIO GRANDE
 AJ7782  USGS QUAD   -  CENTER SOUTH (1968)
 AJ7782
 AJ7782                         *CURRENT SURVEY CONTROL
 AJ7782  ___________________________________________________________________
 AJ7782* NAD 83(1992)-  37 43 09.18665(N)    106 04 31.39805(W)     ADJUSTED  
 AJ7782* NAVD 88     -      2326.5    (meters)    7633.     (feet)  GPS OBS   
 AJ7782  ___________________________________________________________________
 AJ7782  X           -  -1,399,291.589 (meters)                     COMP
 AJ7782  Y           -  -4,855,787.012 (meters)                     COMP
 AJ7782  Z           -   3,882,251.967 (meters)                     COMP
 AJ7782  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 AJ7782  ELLIP HEIGHT-        2310.06  (meters)          (12/03/02) GPS OBS
 AJ7782  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 AJ7782
 AJ7782  HORZ ORDER  -  FIRST
 AJ7782  ELLP ORDER  -  FOURTH    CLASS II
 AJ7782
 AJ7782.The horizontal coordinates were established by GPS observations
 AJ7782.and adjusted by the CO DEPT OF TRANSP in January 2002..
 AJ7782
 AJ7782.The orthometric height was determined by GPS observations and a
 AJ7782.high-resolution geoid model.
 AJ7782
 AJ7782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7782
 AJ7782.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7782
 AJ7782.The ellipsoidal height was determined by GPS observations
 AJ7782.and is referenced to NAD 83.
 AJ7782
 AJ7782.The geoid height was determined by GEOID03.
 AJ7782
 AJ7782;                    North         East     Units Scale Factor Converg.
 AJ7782;SPC CO S     -   421,772.892   863,674.964   MT  0.99994740   -0 21 10.6
 AJ7782;SPC CO S     - 1,383,766.56  2,833,573.61   sFT  0.99994740   -0 21 10.6
 AJ7782;UTM  13      - 4,175,206.660   405,223.514   MT  0.99971064   -0 39 28.7
 AJ7782
 AJ7782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7782!SPC CO S     -   0.99963764  x   0.99994740  =   0.99958506
 AJ7782!UTM  13      -   0.99963764  x   0.99971064  =   0.99934838
 AJ7782
 AJ7782                          SUPERSEDED SURVEY CONTROL
 AJ7782
 AJ7782.No superseded survey control is available for this station.
 AJ7782
 AJ7782_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB0522475207(NAD 83)
 AJ7782_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AJ7782_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AJ7782_SP_SET: BRIDGE DECK
 AJ7782_STAMPING: CISNEROS 1999
 AJ7782_MARK LOGO: CODOT 
 AJ7782_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ7782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7782+STABILITY: SURFACE MOTION
 AJ7782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7782+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ7782
 AJ7782  HISTORY     - Date     Condition        Report By
 AJ7782  HISTORY     - 1999     MONUMENTED       CODOT
 AJ7782
 AJ7782                          STATION DESCRIPTION
 AJ7782
 AJ7782'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1999 (RNC)
 AJ7782'THE STATION IS LOCATED ABOUT 11 MI (17.7 KM) WEST-SOUTHWEST OF HOOPER,
 AJ7782'2.5 MI (4.0 KM) SOUTHEAST OF THE TOWN OF CENTER AND AT AN ABANDONED
 AJ7782'BRIDGE CROSSING THE SAN LUIS VALLEY IRRIGATION CANAL, IN THE NORTHEAST
 AJ7782'1/4 OF SECTION 15, T 40 N, R 8 E.  OWNERSHIP--UNKNOWN
 AJ7782'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 285 AND
 AJ7782'STATE HIGHWAY 112 ABOUT 2 MI (3.2 KM) WEST OF THE TOWN OF CENTER, GO
 AJ7782'EAST ON STATE HIGHWAY 112 FOR 4.1 MI (6.6 KM) TO RIO GRANDE COUNTY
 AJ7782'ROAD 4E.  TURN RIGHT, SOUTH, ON COUNTY ROAD 4E FOR 2.0 MI (3.2 KM) TO
 AJ7782'THE INTERSECTION OF RIO GRANDE COUNTY ROAD 10N AND THE STATION ON THE
 AJ7782'RIGHT
 AJ7782'THE MARK IS A CODOT CONTROL DISK SET INTO THE NORTH EDGE OF THE
 AJ7782'CONCRETE DECK OF THE MORE NORTHERLY OF TWO ABANDONED BRIDGES.  IT IS
 AJ7782'11.7 M (38.4 FT) WEST FROM THE CENTER LINE OF COUNTY ROAD 4E, 8.8 M
 AJ7782'(28.9 FT) SOUTH-SOUTHWEST FROM A POWER POLE, 3.0 M (9.8 FT) SOUTHEAST
 AJ7782'FROM THE INSIDE FACE OF THE WESTERLY CONCRETE BRIDGE RAIL, 2.7 M (8.9
 AJ7782'FT) NORTHWEST FROM THE INSIDE FACE OF THE EASTERLY CONCRETE BRIDGE,
 AJ7782'0.9 M (3.0 FT) WEST FROM A WITNESS POST AND ABOUT THE SAME ELEVATION
 AJ7782'AS THE COUNTY ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0531 ***********************************************************************
 LN0531  DESIGNATION -  CITADEL
 LN0531  PID         -  LN0531
 LN0531  STATE/COUNTY-  CO/MOFFAT
 LN0531  USGS QUAD   -  CITADEL PLATEAU (1986)
 LN0531
 LN0531                         *CURRENT SURVEY CONTROL
 LN0531  ___________________________________________________________________
 LN0531* NAD 83(1992)-  40 18 28.69095(N)    108 12 30.86485(W)     ADJUSTED  
 LN0531* NAVD 88     -      2426.2    (meters)    7960.     (feet)  VERTCON   
 LN0531  ___________________________________________________________________
 LN0531  LAPLACE CORR-           8.24  (seconds)                    DEFLEC99
 LN0531  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 LN0531
 LN0531  HORZ ORDER  -  SECOND
 LN0531
 LN0531.The horizontal coordinates were established by classical geodetic methods
 LN0531.and adjusted by the National Geodetic Survey in January 1993..
 LN0531
 LN0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0531
 LN0531.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0531
 LN0531.The geoid height was determined by GEOID03.
 LN0531
 LN0531;                    North         East     Units Scale Factor Converg.
 LN0531;SPC CO N     -   416,531.418   684,194.346   MT  0.99995734   -1 45 00.4
 LN0531;SPC CO N     - 1,366,570.16  2,244,727.62   sFT  0.99995734   -1 45 00.4
 LN0531;UTM  12      - 4,465,679.490   737,216.911   MT  1.00029275   +1 48 23.8
 LN0531
 LN0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0531!SPC CO N     -   0.99962207  x   0.99995734  =   0.99957943
 LN0531!UTM  12      -   0.99962207  x   1.00029275  =   0.99991471
 LN0531
 LN0531:                Primary Azimuth Mark                     Grid Az
 LN0531:SPC CO N     -  CITADEL AZ MK                            043 17 05.7
 LN0531:UTM  12      -  CITADEL AZ MK                            039 43 41.5
 LN0531
 LN0531|---------------------------------------------------------------------|
 LN0531| PID    Reference Object                     Distance      Geod. Az  |
 LN0531|                                                           dddmmss.s |
 LN0531| CP4698 CITADEL AZ MK                                      0413205.3 |
 LN0531| LM0674 LAY                                 APPROX.33.1 KM 0481212.9 |
 LN0531| CP4699 CITADEL RM 1                          5.384 METERS 10746     |
 LN0531| CP4700 CITADEL RM 2                          7.475 METERS 34947     |
 LN0531|---------------------------------------------------------------------|
 LN0531
 LN0531                          SUPERSEDED SURVEY CONTROL
 LN0531
 LN0531  NAD 83(1986)-  40 18 28.68579(N)    108 12 30.85995(W) AD(       ) 2
 LN0531  NAD 27      -  40 18 28.79600(N)    108 12 28.54500(W) AD(       ) 2
 LN0531  NGVD 29 (07/19/86) 2424.8    (m)         7955.     (f) VERT ANG       
 LN0531
 LN0531.Superseded values are not recommended for survey control.
 LN0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0531.See file dsdata.txt to determine how the superseded data were derived.
 LN0531
 LN0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK3721765679(NAD 83)
 LN0531_MARKER: DS = TRIANGULATION STATION DISK
 LN0531_SETTING: 80 = SET IN A BOULDER
 LN0531_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LN0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0531
 LN0531  HISTORY     - Date     Condition        Report By
 LN0531  HISTORY     - 1937     MONUMENTED       CGS
 LN0531  HISTORY     - 1955     GOOD             USGS
 LN0531  HISTORY     - 1966     GOOD             USGS
 LN0531
 LN0531                          STATION DESCRIPTION
 LN0531
 LN0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LN0531'THIS STATION IS ABOUT 15 MILES S AND 6-1/2 MILES W OF MAYBELL,
 LN0531'COLORADO AND ABOUT 2 MILES N AND 5-1/2 MILES W OF PRICE CREEK,
 LN0531'COLORADO, AND IS ON THE HIGHEST POINT OF THE WESTERN END OF
 LN0531'THE CITADEL PLATEAU.  THE PLATEAU SLOPES GRADUALLY TO THE E
 LN0531'AND IS VERY STEEP ON THE W SIDE.  THERE ARE SPRUCE TREES ON
 LN0531'THE STEEP WESTERN SLOPE.
 LN0531'
 LN0531'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS
 LN0531'WEDGED IN DRILL HOLES IN BOULDERS.
 LN0531'
 LN0531'REFERENCE MARK NO. 1 IS ESE AND REFERENCE MARK NO. 2 IS N
 LN0531'OF THE STATION AT ABOUT THE SAME ELEVATION.
 LN0531'
 LN0531'AZIMUTH MARK IS ABOUT 0.6 MILE NE OF THE STATION SET ON A
 LN0531'WHITE LIMESTONE KNOLL.
 LN0531'
 LN0531'STATION REACHED FROM CRAIG BY GOING W ON U.S. HIGHWAY 40 FOR
 LN0531'27.8 MILES TO BRIDGE OVER THE YAMPA RIVER.  CONTINUE W ON
 LN0531'U.S. HIGHWAY 40 FOR 1.15 MILES TO A SIDE ROAD S AND SIGN BOARD
 LN0531'PRICE CREEK 20 MILES, MEEKER 46 MILES.  (THIS ROAD IS ABOUT
 LN0531'2 MILES E OF MAYBELL).  THENCE LEAVE U.S. HIGHWAY 40 TURN LEFT
 LN0531'AND GO S ON PRICE CREEK ROAD, GRADED DIRT FOR 7.4 MILES TO A
 LN0531'SIDE ROAD W AND A MAIL BOX ON THE LEFT.  THENCE TURN RIGHT AND
 LN0531'GO W, N AND W ON GRADED DIRT ROAD FOR 2.1 MILES TO A FORK.
 LN0531'THENCE TAKE LEFT FORK S ON GRADED DIRT ROAD FOR 5.80 MILES TO
 LN0531'A SCHOOLHOUSE ON THE RIGHT AND THE MAIN ROAD LEFT.  THENCE
 LN0531'TURN LEFT AND GO SE ABOUT 0.1 MILE TO A SIDE ROAD S JUST
 LN0531'AFTER CROSSING SMALL BRIDGE.  THENCE TURN RIGHT AND GO S UP
 LN0531'THE VALLEY ON WELL TRAVELED TRAIL ROAD FOR 0.45 MILE TO
 LN0531'A FORK.  THENCE TAKE RIGHT FORK ON MAIN-TRAVELED ROAD FOR
 LN0531'0.45 MILE TO A FORK.  THENCE LEAVE MAIN-TRAVELED ROAD AND
 LN0531'TAKE LEFT FORK AND CONTINUE S UP VALLEY FOR 0.1 MILE TO
 LN0531'A GATE.  PASS THROUGH GATE AND CONTINUE UP VALLEY FOR 0.5
 LN0531'MILE TO DIM FORK.  THENCE TAKE THE RIGHT FORK ON DIM ROAD AND
 LN0531'GO S ALONG THE W SIDE OF FIELD FOR 0.3 MILE TO A GATE AT
 LN0531'THE SW CORNER OF THE FIELD.  PASS THRU THE GATE AND
 LN0531'CONTINUE S UP MAIN VALLEY ON DIM ROAD FOR 1.3 MILES TO A
 LN0531'FENCE ACROSS VALLEY.  TAKE DOWN FENCE AND CONTINUE S UP
 LN0531'VALLEY ON VERY DIM TRACK ROAD FOR 0.35 MILE TO THE HEAD
 LN0531'OF THE VALLEY IN THE SADDLE AT THE W BASE OF A PEAK.  THIS IS
 LN0531'THE END OF THE TRUCK TRAVEL.  FROM HERE PACK E ON TRAIL UP
 LN0531'STEEP SLOPE ABOUT 700 FEET TO THE HIGHEST POINT AND THE
 LN0531'STATION SITE.
 LN0531
 LN0531                          STATION RECOVERY (1955)
 LN0531
 LN0531'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955 (JWG)
 LN0531'FOUND AS DESCRIBED WITH USGS ROUTE DESCRIPTION AS FOLLOWS.
 LN0531'
 LN0531'STATION IS LOCATED ABOUT 15.5 MI. SW. OF MAYBELL ON THE W. POINT OF
 LN0531'THE CITADEL PLATEAU.
 LN0531'
 LN0531'TO REACH FROM MAYBELL POST OFFICE, GO E. ON U.S. HIGHWAY 40 FOR 2.0
 LN0531'MI. TO JUNCTION WITH COUNTY ROAD 57, THENCE FOLLOW COUNTY ROAD 57 FOR
 LN0531'7.4 MI. TO COUNTY ROAD 59, THENCE FOLLOW COUNTY ROAD 59 FOR 5.8 MI. TO
 LN0531'JUNCTION WITH COUNTY ROAD 23, THENCE FOLLOW COUNTY ROAD 23 TO W. FOR
 LN0531'0.1 MI., THENCE TURN S. AND FOLLOW MAIN TRAVELED RD. 1.5 MI. TO RD.
 LN0531'FORK, THENCE FOLLOW RD. TO RIGHT FOR 2.0 MI. TO SADDLE AND END OF
 LN0531'TRUCK TRAVEL, THENCE CLIMB TRAIL UP STEEP SLOPE TO E. TO HIGH POINT
 LN0531'AND STATION SITE.  ABOUT 45-MINUTE HIKE.
 LN0531'
 LN0531'STATION MARK--STANDARD DISK WEDGED IN DRILL HOLE IN BOULDER.
 LN0531
 LN0531                          STATION RECOVERY (1966)
 LN0531
 LN0531'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LN0531'NO TEXT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0480 ***********************************************************************
 HL0480  DESIGNATION -  CITIZENS RESET
 HL0480  PID         -  HL0480
 HL0480  STATE/COUNTY-  CO/CONEJOS
 HL0480  USGS QUAD   -  CAPULIN (1968)
 HL0480
 HL0480                         *CURRENT SURVEY CONTROL
 HL0480  ___________________________________________________________________
 HL0480* NAD 83(1992)-  37 20 32.49502(N)    106 03 24.86750(W)     ADJUSTED  
 HL0480* NAVD 88     -      2346.9    (meters)    7700.     (feet)  VERTCON   
 HL0480  ___________________________________________________________________
 HL0480  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 HL0480  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 HL0480
 HL0480  HORZ ORDER  -  FIRST
 HL0480
 HL0480.The horizontal coordinates were established by classical geodetic methods
 HL0480.and adjusted by the National Geodetic Survey in January 1993..
 HL0480
 HL0480.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0480
 HL0480.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0480
 HL0480.The geoid height was determined by GEOID03.
 HL0480
 HL0480;                    North         East     Units Scale Factor Converg.
 HL0480;SPC CO S     -   379,938.727   865,054.866   MT  0.99998200   -0 20 29.7
 HL0480;SPC CO S     - 1,246,515.64  2,838,100.84   sFT  0.99998200   -0 20 29.7
 HL0480;UTM  13      - 4,133,376.335   406,382.401   MT  0.99970796   -0 38 28.1
 HL0480
 HL0480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0480!SPC CO S     -   0.99963445  x   0.99998200  =   0.99961646
 HL0480!UTM  13      -   0.99963445  x   0.99970796  =   0.99934252
 HL0480
 HL0480:                Primary Azimuth Mark                     Grid Az
 HL0480:SPC CO S     -  ALAMOSA ADAMS STA NOR SCH STPL           048 04 23.1
 HL0480:UTM  13      -  ALAMOSA ADAMS STA NOR SCH STPL           048 22 21.5
 HL0480
 HL0480|---------------------------------------------------------------------|
 HL0480| PID    Reference Object                     Distance      Geod. Az  |
 HL0480|                                                           dddmmss.s |
 HL0480| HK0537 ALAMOSA ADAMS STA NOR SCH STPL      APPROX.21.1 KM 0474353.4 |
 HL0480| HK0536 ALAMOSA HIGH SCHOOL BRICK CHIM      APPROX.21.2 KM 0483611.1 |
 HL0480| HK0535 ALAMOSA MUNICIPAL TANK              APPROX.21.4 KM 0502209.0 |
 HL0480| CM6272 CITIZENS RM 1                        19.661 METERS 17356     |
 HL0480| CM6271 CITIZENS AZ MK                                     1832035.9 |
 HL0480| CM6273 CITIZENS RM 2                        18.850 METERS 26436     |
 HL0480|---------------------------------------------------------------------|
 HL0480
 HL0480                          SUPERSEDED SURVEY CONTROL
 HL0480
 HL0480  NAD 83(1986)-  37 20 32.49685(N)    106 03 24.87751(W) AD(       ) 1
 HL0480  NAD 27      -  37 20 32.47700(N)    106 03 22.78200(W) AD(       ) 1
 HL0480  NGVD 29 (07/19/86) 2345.6    (m)         7696.     (f) VERT ANG       
 HL0480
 HL0480.Superseded values are not recommended for survey control.
 HL0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0480.See file dsdata.txt to determine how the superseded data were derived.
 HL0480
 HL0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB0638233376(NAD 83)
 HL0480_MARKER: DS = TRIANGULATION STATION DISK
 HL0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0480
 HL0480  HISTORY     - Date     Condition        Report By
 HL0480  HISTORY     - 1965     MONUMENTED       CGS
 HL0480
 HL0480                          STATION DESCRIPTION
 HL0480
 HL0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 HL0480'THE STATION SURFACE MARK WAS RECOVERED BUT THE MARK HAD
 HL0480'BEEN RESET BY LOCAL PERSONS AND THE MARK WAS NOT IN ITS ORIGINAL
 HL0480'POSITION.  THE UNDERGROUND MARK WAS RECOVERED AND FOUND IN
 HL0480'GOOD CONDITION.
 HL0480'
 HL0480'THE UNDERGROUND MARK WAS LOWERED AND A NEW SURFACE MARK
 HL0480'WAS SET.
 HL0480'
 HL0480'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE RECOVERED
 HL0480'AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE DISTANCES TO
 HL0480'THE REFERENCE MARKS WERE VERIFIED.
 HL0480'
 HL0480'THE AZIMUTH MARK WAS RECOVERED AS DESCRIBED AND FOUND IN
 HL0480'GOOD CONDITION.
 HL0480'
 HL0480'FOLLOWING ARE ADDITIONAL NOTES FOR THE STATION MARK, AZIMUTH
 HL0480'MARK, AND A NEW TO REACH FOR THE STATION.
 HL0480'
 HL0480'THE STATION MARKS ARE STANDARD DISKS STAMPED CITIZENS 1935
 HL0480'1965.  THE SURFACE DISK IS SET IN THE TOP OF A SQUARE CONCRETE
 HL0480'MONUMENT WHICH PROJECTS 3 INCHES.  IT IS 44 FEET WEST OF
 HL0480'THE NORTHWEST CORNER OF A VACANT HOUSE, 32 FEET NORTH OF
 HL0480'A WOODEN BRIDGE, 31 FEET EAST OF THE CENTER OF THE GRAVELED
 HL0480'ROAD, 22 FEET SOUTHWEST OF A POWER LINE POLE, 10 FEET SOUTHWEST
 HL0480'OF A WOODEN WITNESS POST, AND 9.5 FEET WEST OF A NORTH-SOUTH
 HL0480'FENCE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 HL0480'OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE GROUND.
 HL0480'
 HL0480'THE AZIMUTH MARK IS 24 FEET EAST OF THE CENTER OF THE GRAVELED
 HL0480'ROAD, 12 FEET WEST OF MR. H.B. TIMMONS MAIL BOX, 10 FEET
 HL0480'SOUTH OF THE CENTER OF A FIELD ENTRANCE, AND 1 FOOT EAST
 HL0480'OF A NORTH-SOUTH FENCE.
 HL0480'
 HL0480'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 160
 HL0480'AND 285 IN ALAMOSA, GO SOUTH ON U.S. HIGHWAY 285 FOR 7.1
 HL0480'MILES TO THE JUNCTION OF STATE HIGHWAY 368.  TURN RIGHT AND
 HL0480'GO WEST ON STATE HIGHWAY 368 FOR 6.0 MILES TO THE JUNCTION
 HL0480'OF STATE HIGHWAYS 15 AND 371 (CARMEL SCHOOLHOUSE IN THE
 HL0480'NORTHWEST CORNER OF THE INTERSECTION).  TURN LEFT AND GO
 HL0480'SOUTH ON STATE HIGHWAYS 15 AND 371 FOR 1.0 MILE TO A CROSSROAD.
 HL0480'TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 1.0 MILE TO A
 HL0480'SIDE ROAD ON THE LEFT, ON THE WEST SIDE OF CITIZENS DITCH.
 HL0480'TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 1.0 MILE TO A
 HL0480'SIDE ROAD ON THE RIGHT, A VACANT HOUSE AND THE STATION ON THE
 HL0480'LEFT.  (CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.2 MILE TO
 HL0480'MR. H.B.  TIMMINS WHITE HOUSE ON THE LEFT AND THE AZIMUTH
 HL0480'MARK ON THE RIGHT.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1141 ***********************************************************************
 LL1141  DESIGNATION -  CITY 1
 LL1141  PID         -  LL1141
 LL1141  STATE/COUNTY-  CO/BOULDER
 LL1141  USGS QUAD   -  BOULDER (1979)
 LL1141
 LL1141                         *CURRENT SURVEY CONTROL
 LL1141  ___________________________________________________________________
 LL1141* NAD 83(1986)-  40 00 37.     (N)    105 17 03.     (W)     SCALED    
 LL1141* NAVD 88     -      1651.885  (meters)    5419.56   (feet)  ADJUSTED  
 LL1141  ___________________________________________________________________
 LL1141  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 LL1141  DYNAMIC HT  -        1650.289 (meters)    5414.32  (feet)  COMP
 LL1141  MODELED GRAV-     979,602.5   (mgal)                       NAVD 88
 LL1141
 LL1141  VERT ORDER  -  FIRST     CLASS II
 LL1141
 LL1141.The horizontal coordinates were scaled from a topographic map and have
 LL1141.an estimated accuracy of +/- 6 seconds.
 LL1141
 LL1141.The orthometric height was determined by differential leveling
 LL1141.and adjusted by the National Geodetic Survey in June 1991..
 LL1141
 LL1141.The geoid height was determined by GEOID03.
 LL1141
 LL1141.The dynamic height is computed by dividing the NAVD 88
 LL1141.geopotential number by the normal gravity value computed on the
 LL1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1141.degrees latitude (g = 980.6199 gals.).
 LL1141
 LL1141.The modeled gravity was interpolated from observed gravity values.
 LL1141
 LL1141;                    North         East    Units  Estimated Accuracy
 LL1141;SPC CO N     -   379,980.      932,830.      MT  (+/- 180 meters Scaled)
 LL1141
 LL1141                          SUPERSEDED SURVEY CONTROL
 LL1141
 LL1141.No superseded survey control is available for this station.
 LL1141
 LL1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE757289(NAD 83)
 LL1141_MARKER: Z = SEE DESCRIPTION
 LL1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1141_SP_SET: CONCRETE POST
 LL1141_PROJECTION: RECESSED 4 CENTIMETERS
 LL1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1141+STABILITY: SURFACE MOTION
 LL1141
 LL1141  HISTORY     - Date     Condition        Report By
 LL1141  HISTORY     - UNK      MONUMENTED       CO0200
 LL1141  HISTORY     - 1985     GOOD             NGS
 LL1141  HISTORY     - 19980928 GOOD             USPSQD
 LL1141  HISTORY     - 20010331 GOOD             NGS
 LL1141
 LL1141                          STATION DESCRIPTION
 LL1141
 LL1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LL1141'IN BOULDER.
 LL1141'IN BOULDER, IN THE CENTER OF THE INTERSECTION OF 8TH STREET AND
 LL1141'UNIVERSITY AVENUE.  NOTE--THE MARK IS A PIECE OF REBAR IN CONCRETE.
 LL1141
 LL1141                          STATION RECOVERY (1998)
 LL1141
 LL1141'RECOVERY NOTE BY US POWER SQUADRON 1998
 LL1141'RECOVERED IN GOOD CONDITION.
 LL1141
 LL1141                          STATION RECOVERY (2001)
 LL1141
 LL1141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL1141'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0362 ***********************************************************************
 KK0362  DESIGNATION -  CITY 13
 KK0362  PID         -  KK0362
 KK0362  STATE/COUNTY-  CO/DENVER
 KK0362  USGS QUAD   -  ENGLEWOOD (1997)
 KK0362
 KK0362                         *CURRENT SURVEY CONTROL
 KK0362  ___________________________________________________________________
 KK0362* NAD 83(1986)-  39 44 18.     (N)    104 58 30.     (W)     SCALED    
 KK0362* NAVD 88     -      1612.266  (meters)    5289.58   (feet)  POSTED    
 KK0362  ___________________________________________________________________
 KK0362  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 KK0362  DYNAMIC HT  -        1610.720 (meters)    5284.50  (feet)  COMP
 KK0362  MODELED GRAV-     979,612.3   (mgal)                       NAVD 88
 KK0362
 KK0362  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0362
 KK0362.The horizontal coordinates were scaled from a topographic map and have
 KK0362.an estimated accuracy of +/- 6 seconds.
 KK0362
 KK0362.The orthometric height was determined by differential leveling
 KK0362.and adjusted by the National Geodetic Survey in 1992..
 KK0362.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0362.rate of 1.1 thru 2.0 mm/km.
 KK0362
 KK0362.The geoid height was determined by GEOID03.
 KK0362
 KK0362.The dynamic height is computed by dividing the NAVD 88
 KK0362.geopotential number by the normal gravity value computed on the
 KK0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0362.degrees latitude (g = 980.6199 gals.).
 KK0362
 KK0362.The modeled gravity was interpolated from observed gravity values.
 KK0362
 KK0362;                    North         East    Units  Estimated Accuracy
 KK0362;SPC CO C     -   516,410.      959,400.      MT  (+/- 180 meters Scaled)
 KK0362
 KK0362                          SUPERSEDED SURVEY CONTROL
 KK0362
 KK0362  NGVD 29 (??/??/92) 1611.349  (m)         5286.57   (f) ADJ UNCH    1 2
 KK0362
 KK0362.Superseded values are not recommended for survey control.
 KK0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0362.See file dsdata.txt to determine how the superseded data were derived.
 KK0362
 KK0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED021987(NAD 83)
 KK0362_MARKER: R = RIVET
 KK0362_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0362_SP_SET: STEPS
 KK0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0362
 KK0362  HISTORY     - Date     Condition        Report By
 KK0362  HISTORY     - UNK      MONUMENTED       CGS
 KK0362  HISTORY     - 1939     GOOD             NGS
 KK0362  HISTORY     - 20060611 MARK NOT FOUND   USPSQD
 KK0362
 KK0362                          STATION DESCRIPTION
 KK0362
 KK0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0362'AT DENVER.
 KK0362'AT DENVER, DENVER COUNTY, AT THE INTERSECTION OF FOURTHEENTH
 KK0362'AVENUE AND EMERSON STREET, 120 FEET WEST OF EMERSON STREET, 24
 KK0362'FEET SOUTH OF THE SOUTH CURB OF FOURTEENTH AVENUE, AT THE NORTH
 KK0362'ENTRANCE TO MOREY HIGH SCHOOL, AND IN THE TOP OF THE SECOND
 KK0362'STEP.  A METAL RIVET.
 KK0362
 KK0362                          STATION RECOVERY (2006)
 KK0362
 KK0362'RECOVERY NOTE BY US POWER SQUADRON 2006
 KK0362'SCHOOL IS NOW MOREY MIDDLE SCHOOL.  ORIGINAL STEPS STILL PRESENT BUT
 KK0362'SEVERLY WORN.  METAL RIVET NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0363 ***********************************************************************
 KK0363  DESIGNATION -  CITY 14
 KK0363  PID         -  KK0363
 KK0363  STATE/COUNTY-  CO/DENVER
 KK0363  USGS QUAD   -  ENGLEWOOD (1997)
 KK0363
 KK0363                         *CURRENT SURVEY CONTROL
 KK0363  ___________________________________________________________________
 KK0363* NAD 83(1986)-  39 44 19.     (N)    104 58 14.     (W)     SCALED    
 KK0363* NAVD 88     -      1616.938  (meters)    5304.90   (feet)  POSTED    
 KK0363  ___________________________________________________________________
 KK0363  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 KK0363  DYNAMIC HT  -        1615.390 (meters)    5299.83  (feet)  COMP
 KK0363  MODELED GRAV-     979,611.3   (mgal)                       NAVD 88
 KK0363
 KK0363  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0363
 KK0363.The horizontal coordinates were scaled from a topographic map and have
 KK0363.an estimated accuracy of +/- 6 seconds.
 KK0363
 KK0363.The orthometric height was determined by differential leveling
 KK0363.and adjusted by the National Geodetic Survey in 1992..
 KK0363.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0363.rate of 1.1 thru 2.0 mm/km.
 KK0363
 KK0363.The geoid height was determined by GEOID03.
 KK0363
 KK0363.The dynamic height is computed by dividing the NAVD 88
 KK0363.geopotential number by the normal gravity value computed on the
 KK0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0363.degrees latitude (g = 980.6199 gals.).
 KK0363
 KK0363.The modeled gravity was interpolated from observed gravity values.
 KK0363
 KK0363;                    North         East    Units  Estimated Accuracy
 KK0363;SPC CO C     -   516,440.      959,790.      MT  (+/- 180 meters Scaled)
 KK0363
 KK0363                          SUPERSEDED SURVEY CONTROL
 KK0363
 KK0363  NGVD 29 (??/??/92) 1616.020  (m)         5301.89   (f) ADJ UNCH    1 2
 KK0363
 KK0363.Superseded values are not recommended for survey control.
 KK0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0363.See file dsdata.txt to determine how the superseded data were derived.
 KK0363
 KK0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED025987(NAD 83)
 KK0363_MARKER: R = RIVET
 KK0363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0363_SP_SET: STAIRWAY CURB
 KK0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0363
 KK0363  HISTORY     - Date     Condition        Report By
 KK0363  HISTORY     - UNK      MONUMENTED       CGS
 KK0363  HISTORY     - 1939     GOOD             NGS
 KK0363  HISTORY     - 20060611 MARK NOT FOUND   USPSQD
 KK0363
 KK0363                          STATION DESCRIPTION
 KK0363
 KK0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0363'AT DENVER.
 KK0363'AT DENVER, DENVER COUNTY, AT THE INTERSECTION OF FOURTEENTH
 KK0363'AVENUE AND LAFAYETTE STREET, ABOUT 100 FEET NORTH OF THE NORTH
 KK0363'CURB OF FOURTEENTH AVENUE, 33 FEET EAST OF LAFAYETTE STREET,
 KK0363'AT THE WEST SIDE OF THE FIRST PLYMOUTH CONGREGATIONAL CHURCH,
 KK0363'20 FEET NORTH OF THE SOUTH ENTRANCE, AT THE NORTH SIDE OF THE
 KK0363'WEST BASEMENT ENTRANCE, AND IN THE TOP OF A CONCRETE STAIRWAY
 KK0363'CURB.  A METAL RIVET.
 KK0363
 KK0363                          STATION RECOVERY (2006)
 KK0363
 KK0363'RECOVERY NOTE BY US POWER SQUADRON 2006
 KK0363'CHURCH IS NOW FIRST UNITARIAN CHURCH AT 1400 LAFAYETTE.  SIDEWALKS,
 KK0363'STEPS, AND BASEMENT ENTRANCE HAVE ALL BEEN REBUILT SINCE 1939.  METAL
 KK0363'RIVET SHOULD BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0364 ***********************************************************************
 KK0364  DESIGNATION -  CITY 15
 KK0364  PID         -  KK0364
 KK0364  STATE/COUNTY-  CO/DENVER
 KK0364  USGS QUAD   -  ENGLEWOOD (1997)
 KK0364
 KK0364                         *CURRENT SURVEY CONTROL
 KK0364  ___________________________________________________________________
 KK0364* NAD 83(1986)-  39 44 18.     (N)    104 57 57.     (W)     SCALED    
 KK0364* NAVD 88     -      1621.131  (meters)    5318.66   (feet)  POSTED    
 KK0364  ___________________________________________________________________
 KK0364  GEOID HEIGHT-         -17.19  (meters)                     GEOID03
 KK0364  DYNAMIC HT  -        1619.570 (meters)    5313.54  (feet)  COMP
 KK0364  MODELED GRAV-     979,609.9   (mgal)                       NAVD 88
 KK0364
 KK0364  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0364
 KK0364.The horizontal coordinates were scaled from a topographic map and have
 KK0364.an estimated accuracy of +/- 6 seconds.
 KK0364
 KK0364.The orthometric height was determined by differential leveling
 KK0364.and adjusted by the National Geodetic Survey in 1992..
 KK0364.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0364.rate of 1.1 thru 2.0 mm/km.
 KK0364
 KK0364.The geoid height was determined by GEOID03.
 KK0364
 KK0364.The dynamic height is computed by dividing the NAVD 88
 KK0364.geopotential number by the normal gravity value computed on the
 KK0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0364.degrees latitude (g = 980.6199 gals.).
 KK0364
 KK0364.The modeled gravity was interpolated from observed gravity values.
 KK0364
 KK0364;                    North         East    Units  Estimated Accuracy
 KK0364;SPC CO C     -   516,410.      960,190.      MT  (+/- 180 meters Scaled)
 KK0364
 KK0364                          SUPERSEDED SURVEY CONTROL
 KK0364
 KK0364  NGVD 29 (??/??/92) 1620.211  (m)         5315.64   (f) ADJ UNCH    1 2
 KK0364
 KK0364.Superseded values are not recommended for survey control.
 KK0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0364.See file dsdata.txt to determine how the superseded data were derived.
 KK0364
 KK0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED029987(NAD 83)
 KK0364_MARKER: R = RIVET
 KK0364_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0364_SP_SET: BUILDING
 KK0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0364+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 KK0364
 KK0364  HISTORY     - Date     Condition        Report By
 KK0364  HISTORY     - UNK      MONUMENTED       CGS
 KK0364  HISTORY     - 1939     GOOD             NGS
 KK0364  HISTORY     - 20060908 GOOD             INDIV
 KK0364
 KK0364                          STATION DESCRIPTION
 KK0364
 KK0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0364'AT DENVER.
 KK0364'AT DENVER, DENVER COUNTY, AT THE INTERSECTION OF FOURTEENTH
 KK0364'AVENUE AND WILLIAMS STREET, ABOUT 150 FEET EAST OF WILLIAMS
 KK0364'STREET, 45 FEET NORTH OF THE NORTH CURB OF FOURTEENTH AVENUE,
 KK0364'AT THE SOUTH SIDE OF THE FIRST DIVINE CHURCH, AND IN THE TOP OF
 KK0364'THE SOUTHEAST CORNER OF THE FOUNDATION PROJECTING FROM THE
 KK0364'BUILDING.  A METAL RIVET.
 KK0364
 KK0364                          STATION RECOVERY (2006)
 KK0364
 KK0364'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006
 KK0364'CHURCH RENAMED DIVINE SCIENCE CHURCH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0365 ***********************************************************************
 KK0365  DESIGNATION -  CITY 16
 KK0365  PID         -  KK0365
 KK0365  STATE/COUNTY-  CO/DENVER
 KK0365  USGS QUAD   -  ENGLEWOOD (1997)
 KK0365
 KK0365                         *CURRENT SURVEY CONTROL
 KK0365  ___________________________________________________________________
 KK0365* NAD 83(1986)-  39 44 18.     (N)    104 57 45.     (W)     SCALED    
 KK0365* NAVD 88     -      1622.174  (meters)    5322.08   (feet)  POSTED    
 KK0365  ___________________________________________________________________
 KK0365  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 KK0365  DYNAMIC HT  -        1620.620 (meters)    5316.98  (feet)  COMP
 KK0365  MODELED GRAV-     979,609.0   (mgal)                       NAVD 88
 KK0365
 KK0365  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0365
 KK0365.The horizontal coordinates were scaled from a topographic map and have
 KK0365.an estimated accuracy of +/- 6 seconds.
 KK0365
 KK0365.The orthometric height was determined by differential leveling
 KK0365.and adjusted by the National Geodetic Survey in 1992..
 KK0365.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0365.rate of 1.1 thru 2.0 mm/km.
 KK0365
 KK0365.The geoid height was determined by GEOID03.
 KK0365
 KK0365.The dynamic height is computed by dividing the NAVD 88
 KK0365.geopotential number by the normal gravity value computed on the
 KK0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0365.degrees latitude (g = 980.6199 gals.).
 KK0365
 KK0365.The modeled gravity was interpolated from observed gravity values.
 KK0365
 KK0365;                    North         East    Units  Estimated Accuracy
 KK0365;SPC CO C     -   516,410.      960,480.      MT  (+/- 180 meters Scaled)
 KK0365
 KK0365                          SUPERSEDED SURVEY CONTROL
 KK0365
 KK0365  NGVD 29 (??/??/92) 1621.252  (m)         5319.06   (f) ADJ UNCH    1 2
 KK0365
 KK0365.Superseded values are not recommended for survey control.
 KK0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0365.See file dsdata.txt to determine how the superseded data were derived.
 KK0365
 KK0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED032987(NAD 83)
 KK0365_MARKER: R = RIVET
 KK0365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0365_SP_SET: STEPS
 KK0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0365
 KK0365  HISTORY     - Date     Condition        Report By
 KK0365  HISTORY     - UNK      MONUMENTED       CGS
 KK0365  HISTORY     - 1939     GOOD             NGS
 KK0365
 KK0365                          STATION DESCRIPTION
 KK0365
 KK0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0365'AT DENVER.
 KK0365'AT DENVER, DENVER COUNTY, AT THE INTERSECTION OF FOURTEENTH
 KK0365'AVENUE AND VINE STREET, 75 FEET NORTH OF THE NORTH CURB OF
 KK0365'FOURTEENTH AVENUE, 30 FEET WEST OF VINE STREET, AT THE WEST
 KK0365'ENTRANCE TO THE IRVINGTON APARTMENTS, AND IN THE TOP STEP.  A
 KK0365'METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0367 ***********************************************************************
 KK0367  DESIGNATION -  CITY 18
 KK0367  PID         -  KK0367
 KK0367  STATE/COUNTY-  CO/DENVER
 KK0367  USGS QUAD   -  ENGLEWOOD (1997)
 KK0367
 KK0367                         *CURRENT SURVEY CONTROL
 KK0367  ___________________________________________________________________
 KK0367* NAD 83(1986)-  39 44 18.     (N)    104 57 03.     (W)     SCALED    
 KK0367* NAVD 88     -      1622.316  (meters)    5322.55   (feet)  POSTED    
 KK0367  ___________________________________________________________________
 KK0367  GEOID HEIGHT-         -17.24  (meters)                     GEOID03
 KK0367  DYNAMIC HT  -        1620.760 (meters)    5317.44  (feet)  COMP
 KK0367  MODELED GRAV-     979,609.6   (mgal)                       NAVD 88
 KK0367
 KK0367  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0367
 KK0367.The horizontal coordinates were scaled from a topographic map and have
 KK0367.an estimated accuracy of +/- 6 seconds.
 KK0367
 KK0367.The orthometric height was determined by differential leveling
 KK0367.and adjusted by the National Geodetic Survey in 1992..
 KK0367.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0367.rate of 1.1 thru 2.0 mm/km.
 KK0367
 KK0367.The geoid height was determined by GEOID03.
 KK0367
 KK0367.The dynamic height is computed by dividing the NAVD 88
 KK0367.geopotential number by the normal gravity value computed on the
 KK0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0367.degrees latitude (g = 980.6199 gals.).
 KK0367
 KK0367.The modeled gravity was interpolated from observed gravity values.
 KK0367
 KK0367;                    North         East    Units  Estimated Accuracy
 KK0367;SPC CO C     -   516,420.      961,480.      MT  (+/- 180 meters Scaled)
 KK0367
 KK0367                          SUPERSEDED SURVEY CONTROL
 KK0367
 KK0367  NGVD 29 (??/??/92) 1621.396  (m)         5319.53   (f) ADJ UNCH    1 2
 KK0367
 KK0367.Superseded values are not recommended for survey control.
 KK0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0367.See file dsdata.txt to determine how the superseded data were derived.
 KK0367
 KK0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED042987(NAD 83)
 KK0367_MARKER: R = RIVET
 KK0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0367_SP_SET: STEPS
 KK0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0367
 KK0367  HISTORY     - Date     Condition        Report By
 KK0367  HISTORY     - UNK      MONUMENTED       CGS
 KK0367  HISTORY     - 1939     GOOD             NGS
 KK0367
 KK0367                          STATION DESCRIPTION
 KK0367
 KK0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0367'AT DENVER.
 KK0367'AT DENVER, DENVER COUNTY, AT THE INTERSECTION OF FOURTEENTH
 KK0367'AVENUE AND ST. PAUL STREET, 45 FEET SOUTH OF THE SOUTH CURB OF
 KK0367'FOURTEENTH AVENUE, 20 FEET WEST OF ST. PAUL STREET, AT THE
 KK0367'ENTRANCE TO THE FRANCES APARTMENTS, AND IN THE TOP OF THE NORTH
 KK0367'SIDE OF THE TOP STEP.  A METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0368 ***********************************************************************
 KK0368  DESIGNATION -  CITY 19
 KK0368  PID         -  KK0368
 KK0368  STATE/COUNTY-  CO/DENVER
 KK0368  USGS QUAD   -  ENGLEWOOD (1997)
 KK0368
 KK0368                         *CURRENT SURVEY CONTROL
 KK0368  ___________________________________________________________________
 KK0368* NAD 83(1986)-  39 44 18.     (N)    104 56 31.     (W)     SCALED    
 KK0368* NAVD 88     -      1614.770  (meters)    5297.79   (feet)  POSTED    
 KK0368  ___________________________________________________________________
 KK0368  GEOID HEIGHT-         -17.28  (meters)                     GEOID03
 KK0368  DYNAMIC HT  -        1613.220 (meters)    5292.71  (feet)  COMP
 KK0368  MODELED GRAV-     979,611.0   (mgal)                       NAVD 88
 KK0368
 KK0368  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0368
 KK0368.The horizontal coordinates were scaled from a topographic map and have
 KK0368.an estimated accuracy of +/- 6 seconds.
 KK0368
 KK0368.The orthometric height was determined by differential leveling
 KK0368.and adjusted by the National Geodetic Survey in 1992..
 KK0368.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0368.rate of 1.1 thru 2.0 mm/km.
 KK0368
 KK0368.The geoid height was determined by GEOID03.
 KK0368
 KK0368.The dynamic height is computed by dividing the NAVD 88
 KK0368.geopotential number by the normal gravity value computed on the
 KK0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0368.degrees latitude (g = 980.6199 gals.).
 KK0368
 KK0368.The modeled gravity was interpolated from observed gravity values.
 KK0368
 KK0368;                    North         East    Units  Estimated Accuracy
 KK0368;SPC CO C     -   516,420.      962,240.      MT  (+/- 180 meters Scaled)
 KK0368
 KK0368                          SUPERSEDED SURVEY CONTROL
 KK0368
 KK0368  NGVD 29 (??/??/92) 1613.853  (m)         5294.78   (f) ADJ UNCH    1 2
 KK0368
 KK0368.Superseded values are not recommended for survey control.
 KK0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0368.See file dsdata.txt to determine how the superseded data were derived.
 KK0368
 KK0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED049987(NAD 83)
 KK0368_MARKER: R = RIVET
 KK0368_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0368_SP_SET: CURB
 KK0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0368
 KK0368  HISTORY     - Date     Condition        Report By
 KK0368  HISTORY     - UNK      MONUMENTED       CGS
 KK0368  HISTORY     - 1939     GOOD             NGS
 KK0368
 KK0368                          STATION DESCRIPTION
 KK0368
 KK0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0368'AT DENVER.
 KK0368'AT DENVER, DENVER COUNTY, AT THE INTERSECTION OF FOURTEENTH
 KK0368'AVENUE AND HARRISON STREET, 24 FEET NORTH OF THE NORTH CURB OF
 KK0368'FOURTEENTH AVENUE, IN LINE WITH THE WEST SIDEWALK OF HARRISON
 KK0368'STREET, AT THE PRIVATE GROUNDS OF THE NATIONAL JEWISH HOSPITAL,
 KK0368'JUST INSIDE THE SOUTH IRON GATE OF THE JOSEPH SHOENBERG MEMORIAL,
 KK0368'AND IN THE TOP OF THE CONCRETE CURB.  A METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1144 ***********************************************************************
 LL1144  DESIGNATION -  CITY 2
 LL1144  PID         -  LL1144
 LL1144  STATE/COUNTY-  CO/BOULDER
 LL1144  USGS QUAD   -  BOULDER (1979)
 LL1144
 LL1144                         *CURRENT SURVEY CONTROL
 LL1144  ___________________________________________________________________
 LL1144* NAD 83(1986)-  40 00 00.     (N)    105 16 30.     (W)     SCALED    
 LL1144* NAVD 88     -      1694.521  (meters)    5559.44   (feet)  ADJUSTED  
 LL1144  ___________________________________________________________________
 LL1144  GEOID HEIGHT-         -15.56  (meters)                     GEOID03
 LL1144  DYNAMIC HT  -        1692.876 (meters)    5554.04  (feet)  COMP
 LL1144  MODELED GRAV-     979,596.1   (mgal)                       NAVD 88
 LL1144
 LL1144  VERT ORDER  -  FIRST     CLASS II
 LL1144
 LL1144.The horizontal coordinates were scaled from a topographic map and have
 LL1144.an estimated accuracy of +/- 6 seconds.
 LL1144
 LL1144.The orthometric height was determined by differential leveling
 LL1144.and adjusted by the National Geodetic Survey in June 1991..
 LL1144
 LL1144.The geoid height was determined by GEOID03.
 LL1144
 LL1144.The dynamic height is computed by dividing the NAVD 88
 LL1144.geopotential number by the normal gravity value computed on the
 LL1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1144.degrees latitude (g = 980.6199 gals.).
 LL1144
 LL1144.The modeled gravity was interpolated from observed gravity values.
 LL1144
 LL1144;                    North         East    Units  Estimated Accuracy
 LL1144;SPC CO N     -   378,850.      933,620.      MT  (+/- 180 meters Scaled)
 LL1144
 LL1144                          SUPERSEDED SURVEY CONTROL
 LL1144
 LL1144.No superseded survey control is available for this station.
 LL1144
 LL1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE765277(NAD 83)
 LL1144_MARKER: Z = SEE DESCRIPTION
 LL1144_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LL1144+WITH SETTING: INFORMATION.
 LL1144_SP_SET: SHALLOW-SET METAL ROD
 LL1144_PROJECTION: RECESSED 4 CENTIMETERS
 LL1144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1144_ROD/PIPE-DEPTH: 0.4  meters
 LL1144
 LL1144  HISTORY     - Date     Condition        Report By
 LL1144  HISTORY     - UNK      MONUMENTED       CO0200
 LL1144  HISTORY     - 1985     GOOD             NGS
 LL1144  HISTORY     - 19971030 GOOD             USPSQD
 LL1144  HISTORY     - 20010331 GOOD             NGS
 LL1144
 LL1144                          STATION DESCRIPTION
 LL1144
 LL1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LL1144'IN BOULDER.
 LL1144'IN BOULDER, AT THE CENTER OF THE INTERSECTION OF BASELINE ROAD AND
 LL1144'14TH STREET.  NOTE--THE MARK IS AN 18-INCH PIECE OF REBAR, ACCESS TO
 LL1144'WHICH IS HAD THROUGH A 10-INCH MANHOLE COVER INSCRIBED (LANDMARK).
 LL1144'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 LL1144
 LL1144                          STATION RECOVERY (1997)
 LL1144
 LL1144'RECOVERY NOTE BY US POWER SQUADRON 1997
 LL1144'RECOVERED IN GOOD CONDITION.
 LL1144
 LL1144                          STATION RECOVERY (2001)
 LL1144
 LL1144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL1144'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0659 ***********************************************************************
 JJ0659  DESIGNATION -  CITY 2 RESET
 JJ0659  PID         -  JJ0659
 JJ0659  STATE/COUNTY-  CO/PROWERS
 JJ0659  USGS QUAD   -  LAMAR WEST (1979)
 JJ0659
 JJ0659                         *CURRENT SURVEY CONTROL
 JJ0659  ___________________________________________________________________
 JJ0659* NAD 83(1986)-  38 04 33.     (N)    102 37 56.     (W)     SCALED    
 JJ0659* NAVD 88     -      1117.901  (meters)    3667.65   (feet)  ADJUSTED  
 JJ0659  ___________________________________________________________________
 JJ0659  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 JJ0659  DYNAMIC HT  -        1116.832 (meters)    3664.14  (feet)  COMP
 JJ0659  MODELED GRAV-     979,634.1   (mgal)                       NAVD 88
 JJ0659
 JJ0659  VERT ORDER  -  FIRST     CLASS II
 JJ0659
 JJ0659.The horizontal coordinates were scaled from a topographic map and have
 JJ0659.an estimated accuracy of +/- 6 seconds.
 JJ0659
 JJ0659.The orthometric height was determined by differential leveling
 JJ0659.and adjusted by the National Geodetic Survey in June 1991..
 JJ0659
 JJ0659.The geoid height was determined by GEOID03.
 JJ0659
 JJ0659.The dynamic height is computed by dividing the NAVD 88
 JJ0659.geopotential number by the normal gravity value computed on the
 JJ0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0659.degrees latitude (g = 980.6199 gals.).
 JJ0659
 JJ0659.The modeled gravity was interpolated from observed gravity values.
 JJ0659
 JJ0659;                    North         East    Units  Estimated Accuracy
 JJ0659;SPC CO S     -   465,060.    1,165,980.      MT  (+/- 180 meters Scaled)
 JJ0659
 JJ0659                          SUPERSEDED SURVEY CONTROL
 JJ0659
 JJ0659.No superseded survey control is available for this station.
 JJ0659
 JJ0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC076168(NAD 83)
 JJ0659_MARKER: DS = TRIANGULATION STATION DISK
 JJ0659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0659_SP_SET: CONCRETE POST
 JJ0659_STAMPING: CITY 2 1973 1980
 JJ0659_MARK LOGO: NGS   
 JJ0659_PROJECTION: FLUSH
 JJ0659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0659+STABILITY: SURFACE MOTION
 JJ0659
 JJ0659  HISTORY     - Date     Condition        Report By
 JJ0659  HISTORY     - 1980     MONUMENTED       NGS
 JJ0659  HISTORY     - 1985     GOOD             NGS
 JJ0659
 JJ0659                          STATION DESCRIPTION
 JJ0659
 JJ0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 JJ0659'STATION SUBSURFACE MARK, REFERENCE MARK NUMBER 3 AND AZIMUTH MARK
 JJ0659'WERE RECOVERED IN GOOD CONDITION.  DISTANCE AND DIRECTION TO REFERENCE
 JJ0659'MARK 3 COMPARED FAVORABLY WITH PREVIOUS DATA.  A NEW STATION SURFACE
 JJ0659'MARK AND A REFERENCE MARK NUMBER 4 WERE ESTABLISHED AT THIS
 JJ0659'TIME.  STATION LOCATION AND ROUTE TO STATION WAS FOUND TO BE ADEQUATE.
 JJ0659'
 JJ0659'STATION SUBSURFACE DISK IS STAMPED---CITY 2 1973---SET IN THE TOP
 JJ0659'OF AN IRREGULAR MASS OF CONCRETE.  STATION SURFACE MARK IS A STANDARD
 JJ0659'DISK, STAMPED---CITY 2 1973 1980---SET IN THE TOP OF AN IRREGULAR
 JJ0659'MASS OF CONCRETE FLUSH WITH THE GROUND, 220 FEET WEST OF THE CENTER
 JJ0659'OF FOURTEENTH STREET, 35 FEET SOUTH OF SOUTH EDGE OF AN IRRIGATION
 JJ0659'CANNAL, 5.6 FEET NORTH OF A WIRE FENCE, 9 INCHES NORTHWEST OF A METAL
 JJ0659'WITNESS POST.
 JJ0659'
 JJ0659'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---CITY 2 NO 3 1973---
 JJ0659'CRIMPED TO THE TOP OF A COPPER COVERED ROD, BOLTED TO A METAL PLATE
 JJ0659'BURRIED IN GROUND AND FLUSH WITH GROUND SURFACE, 35 FEET SOUTH OF THE
 JJ0659'CANNAL, 5.7 FEET NORTH OF THE FENCE, 8 INCHES EAST OF A METAL WITNESS
 JJ0659'POST.
 JJ0659'
 JJ0659'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---CITY 2 1973 NO
 JJ0659'4 1980---SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING
 JJ0659'ABOUT 3 INCHES, 37 FEET SOUTH OF THE CANNAL, 4.2 FEET NORTH OF THE
 JJ0659'FENCE, 2 FEET WEST OF A METAL WITNESS POST.
 JJ0659'
 JJ0659'AZIMUTH MARK IS A STANDARD DISK, STAMPED---CITY 1954---SET IN THE
 JJ0659'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES, 61 FEET
 JJ0659'SOUTH OF CENTER OF COUNTY ROAD HH, 16 FEET EAST OF CENTER OF COUNTY
 JJ0659'ROAD 65, 6.2 FEET NORTH OF A METAL WITNESS POST AND GATE POST, 1 FOOT
 JJ0659'WEST OF A WIRE GATE.
 JJ0659
 JJ0659                          STATION RECOVERY (1985)
 JJ0659
 JJ0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0659'IN LAMAR.
 JJ0659'IN LAMAR, AT THE INTERSECTION OF FOURTEENTH STREET AND THE BENT CANAL,
 JJ0659'67.5 M (221.5 FT) WEST OF THE CENTER OF THE STREET, 12.3 M (40.4 FT)
 JJ0659'SOUTH OF THE CENTER OF THE CANAL.
 JJ0659'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST
 JJ0659'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0369 ***********************************************************************
 KK0369  DESIGNATION -  CITY 20
 KK0369  PID         -  KK0369
 KK0369  STATE/COUNTY-  CO/DENVER
 KK0369  USGS QUAD   -  ENGLEWOOD (1997)
 KK0369
 KK0369                         *CURRENT SURVEY CONTROL
 KK0369  ___________________________________________________________________
 KK0369* NAD 83(1986)-  39 44 17.     (N)    104 56 09.     (W)     SCALED    
 KK0369* NAVD 88     -      1622.229  (meters)    5322.26   (feet)  POSTED    
 KK0369  ___________________________________________________________________
 KK0369  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 KK0369  DYNAMIC HT  -        1620.670 (meters)    5317.15  (feet)  COMP
 KK0369  MODELED GRAV-     979,611.0   (mgal)                       NAVD 88
 KK0369
 KK0369  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0369
 KK0369.The horizontal coordinates were scaled from a topographic map and have
 KK0369.an estimated accuracy of +/- 6 seconds.
 KK0369
 KK0369.The orthometric height was determined by differential leveling
 KK0369.and adjusted by the National Geodetic Survey in 1992..
 KK0369.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0369.rate of 1.1 thru 2.0 mm/km.
 KK0369
 KK0369.The geoid height was determined by GEOID03.
 KK0369
 KK0369.The dynamic height is computed by dividing the NAVD 88
 KK0369.geopotential number by the normal gravity value computed on the
 KK0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0369.degrees latitude (g = 980.6199 gals.).
 KK0369
 KK0369.The modeled gravity was interpolated from observed gravity values.
 KK0369
 KK0369;                    North         East    Units  Estimated Accuracy
 KK0369;SPC CO C     -   516,400.      962,760.      MT  (+/- 180 meters Scaled)
 KK0369
 KK0369                          SUPERSEDED SURVEY CONTROL
 KK0369
 KK0369  NGVD 29 (??/??/92) 1621.314  (m)         5319.26   (f) ADJ UNCH    1 2
 KK0369
 KK0369.Superseded values are not recommended for survey control.
 KK0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0369.See file dsdata.txt to determine how the superseded data were derived.
 KK0369
 KK0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED054986(NAD 83)
 KK0369_MARKER: R = RIVET
 KK0369_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0369_SP_SET: LANDING
 KK0369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0369
 KK0369  HISTORY     - Date     Condition        Report By
 KK0369  HISTORY     - UNK      MONUMENTED       CGS
 KK0369  HISTORY     - 1939     GOOD             NGS
 KK0369
 KK0369                          STATION DESCRIPTION
 KK0369
 KK0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0369'AT DENVER.
 KK0369'AT DENVER, DENVER COUNTY, AT THE INTERSECTION OF FOURTEENTH
 KK0369'AVENUE AND BIRCH STREET, ABOUT 100 FEET EAST OF BIRCH STREET,
 KK0369'34 FEET NORTH OF THE NORTH CURB OF FOURTEENTH AVENUE, AT THE
 KK0369'SOUTHEAST CORNER OF GRACE LUTHERAN CHURCH, AND IN THE TOP OF THE
 KK0369'LANDING.  A METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0370 ***********************************************************************
 KK0370  DESIGNATION -  CITY 21
 KK0370  PID         -  KK0370
 KK0370  STATE/COUNTY-  CO/DENVER
 KK0370  USGS QUAD   -  ENGLEWOOD (1997)
 KK0370
 KK0370                         *CURRENT SURVEY CONTROL
 KK0370  ___________________________________________________________________
 KK0370* NAD 83(1986)-  39 44 18.     (N)    104 55 46.     (W)     SCALED    
 KK0370* NAVD 88     -      1621.030  (meters)    5318.33   (feet)  POSTED    
 KK0370  ___________________________________________________________________
 KK0370  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 KK0370  DYNAMIC HT  -        1619.480 (meters)    5313.24  (feet)  COMP
 KK0370  MODELED GRAV-     979,610.8   (mgal)                       NAVD 88
 KK0370
 KK0370  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0370
 KK0370.The horizontal coordinates were scaled from a topographic map and have
 KK0370.an estimated accuracy of +/- 6 seconds.
 KK0370
 KK0370.The orthometric height was determined by differential leveling
 KK0370.and adjusted by the National Geodetic Survey in 1992..
 KK0370.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0370.rate of 1.1 thru 2.0 mm/km.
 KK0370
 KK0370.The geoid height was determined by GEOID03.
 KK0370
 KK0370.The dynamic height is computed by dividing the NAVD 88
 KK0370.geopotential number by the normal gravity value computed on the
 KK0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0370.degrees latitude (g = 980.6199 gals.).
 KK0370
 KK0370.The modeled gravity was interpolated from observed gravity values.
 KK0370
 KK0370;                    North         East    Units  Estimated Accuracy
 KK0370;SPC CO C     -   516,430.      963,310.      MT  (+/- 180 meters Scaled)
 KK0370
 KK0370                          SUPERSEDED SURVEY CONTROL
 KK0370
 KK0370  NGVD 29 (??/??/92) 1620.115  (m)         5315.33   (f) ADJ UNCH    1 2
 KK0370
 KK0370.Superseded values are not recommended for survey control.
 KK0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0370.See file dsdata.txt to determine how the superseded data were derived.
 KK0370
 KK0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED060987(NAD 83)
 KK0370_MARKER: R = RIVET
 KK0370_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0370_SP_SET: CURB
 KK0370_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0370
 KK0370  HISTORY     - Date     Condition        Report By
 KK0370  HISTORY     - UNK      MONUMENTED       CGS
 KK0370  HISTORY     - 1939     GOOD             NGS
 KK0370
 KK0370                          STATION DESCRIPTION
 KK0370
 KK0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0370'AT DENVER.
 KK0370'AT DENVER, DENVER COUNTY, AT THE INTERSECTION OF FOURTEENTH
 KK0370'AVENUE AND ELM STREET, 23 FEET EAST OF ELM STREET, AND IN THE
 KK0370'TOP OF THE NORTH CURB OF FOURTEENTH AVENUE.  A METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0371 ***********************************************************************
 KK0371  DESIGNATION -  CITY 22
 KK0371  PID         -  KK0371
 KK0371  STATE/COUNTY-  CO/DENVER
 KK0371  USGS QUAD   -  ENGLEWOOD (1997)
 KK0371
 KK0371                         *CURRENT SURVEY CONTROL
 KK0371  ___________________________________________________________________
 KK0371* NAD 83(1986)-  39 44 24.     (N)    104 55 34.     (W)     SCALED    
 KK0371* NAVD 88     -      1620.111  (meters)    5315.31   (feet)  POSTED    
 KK0371  ___________________________________________________________________
 KK0371  GEOID HEIGHT-         -17.33  (meters)                     GEOID03
 KK0371  DYNAMIC HT  -        1618.560 (meters)    5310.23  (feet)  COMP
 KK0371  MODELED GRAV-     979,611.1   (mgal)                       NAVD 88
 KK0371
 KK0371  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0371
 KK0371.The horizontal coordinates were scaled from a topographic map and have
 KK0371.an estimated accuracy of +/- 6 seconds.
 KK0371
 KK0371.The orthometric height was determined by differential leveling
 KK0371.and adjusted by the National Geodetic Survey in 1992..
 KK0371.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0371.rate of 1.1 thru 2.0 mm/km.
 KK0371
 KK0371.The geoid height was determined by GEOID03.
 KK0371
 KK0371.The dynamic height is computed by dividing the NAVD 88
 KK0371.geopotential number by the normal gravity value computed on the
 KK0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0371.degrees latitude (g = 980.6199 gals.).
 KK0371
 KK0371.The modeled gravity was interpolated from observed gravity values.
 KK0371
 KK0371;                    North         East    Units  Estimated Accuracy
 KK0371;SPC CO C     -   516,620.      963,590.      MT  (+/- 180 meters Scaled)
 KK0371
 KK0371                          SUPERSEDED SURVEY CONTROL
 KK0371
 KK0371  NGVD 29 (??/??/92) 1619.198  (m)         5312.32   (f) ADJ UNCH    1 2
 KK0371
 KK0371.Superseded values are not recommended for survey control.
 KK0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0371.See file dsdata.txt to determine how the superseded data were derived.
 KK0371
 KK0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED063989(NAD 83)
 KK0371_MARKER: R = RIVET
 KK0371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0371_SP_SET: CURB
 KK0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0371
 KK0371  HISTORY     - Date     Condition        Report By
 KK0371  HISTORY     - UNK      MONUMENTED       CGS
 KK0371  HISTORY     - 1939     GOOD             NGS
 KK0371
 KK0371                          STATION DESCRIPTION
 KK0371
 KK0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0371'AT DENVER.
 KK0371'AT DENVER, DENVER COUNTY, AT THE INTERSECTION OF EAST COLFAX
 KK0371'AVENUE AND GRAPE STREET, 24 FEET SOUTH OF THE SOUTH CURB OF
 KK0371'COLFAX AVENUE, AT THE WEST SIDE OF GRAPE STREET, AND IN THE
 KK0371'TOP OF A STORM SEWER CURB.  A METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0372 ***********************************************************************
 KK0372  DESIGNATION -  CITY 23
 KK0372  PID         -  KK0372
 KK0372  STATE/COUNTY-  CO/DENVER
 KK0372  USGS QUAD   -  ENGLEWOOD (1997)
 KK0372
 KK0372                         *CURRENT SURVEY CONTROL
 KK0372  ___________________________________________________________________
 KK0372* NAD 83(1986)-  39 44 25.     (N)    104 55 16.     (W)     SCALED    
 KK0372* NAVD 88     -      1621.805  (meters)    5320.87   (feet)  POSTED    
 KK0372  ___________________________________________________________________
 KK0372  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 KK0372  DYNAMIC HT  -        1620.250 (meters)    5315.77  (feet)  COMP
 KK0372  MODELED GRAV-     979,610.9   (mgal)                       NAVD 88
 KK0372
 KK0372  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0372
 KK0372.The horizontal coordinates were scaled from a topographic map and have
 KK0372.an estimated accuracy of +/- 6 seconds.
 KK0372
 KK0372.The orthometric height was determined by differential leveling
 KK0372.and adjusted by the National Geodetic Survey in 1992..
 KK0372.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0372.rate of 1.1 thru 2.0 mm/km.
 KK0372
 KK0372.The geoid height was determined by GEOID03.
 KK0372
 KK0372.The dynamic height is computed by dividing the NAVD 88
 KK0372.geopotential number by the normal gravity value computed on the
 KK0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0372.degrees latitude (g = 980.6199 gals.).
 KK0372
 KK0372.The modeled gravity was interpolated from observed gravity values.
 KK0372
 KK0372;                    North         East    Units  Estimated Accuracy
 KK0372;SPC CO C     -   516,650.      964,020.      MT  (+/- 180 meters Scaled)
 KK0372
 KK0372                          SUPERSEDED SURVEY CONTROL
 KK0372
 KK0372  NGVD 29 (??/??/92) 1620.892  (m)         5317.88   (f) ADJ UNCH    1 2
 KK0372
 KK0372.Superseded values are not recommended for survey control.
 KK0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0372.See file dsdata.txt to determine how the superseded data were derived.
 KK0372
 KK0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED067989(NAD 83)
 KK0372_MARKER: R = RIVET
 KK0372_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0372_SP_SET: CURB
 KK0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0372
 KK0372  HISTORY     - Date     Condition        Report By
 KK0372  HISTORY     - UNK      MONUMENTED       CGS
 KK0372  HISTORY     - 1939     GOOD             NGS
 KK0372  HISTORY     - 20060912 MARK NOT FOUND   INDIV
 KK0372
 KK0372                          STATION DESCRIPTION
 KK0372
 KK0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0372'AT DENVER.
 KK0372'AT DENVER, DENVER COUNTY, AT THE INTERSECTION OF EAST COLFAX
 KK0372'AVENUE AND IVY STREET, 25 FEET NORTH OF THE NORTH CURB OF
 KK0372'COLFAX AVENUE, AT THE EAST SIDE OF IVY STREET, AND IN THE TOP
 KK0372'OF A STORM SEWER CURB.  A METAL RIVET.
 KK0372
 KK0372                          STATION RECOVERY (2006)
 KK0372
 KK0372'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JRB)
 KK0372'THE CURB HAS BEEN REPLACED SINCE THE LAST RECOVERY.  POINT IS NO
 KK0372'LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0373 ***********************************************************************
 KK0373  DESIGNATION -  CITY 24
 KK0373  PID         -  KK0373
 KK0373  STATE/COUNTY-  CO/DENVER
 KK0373  USGS QUAD   -  ENGLEWOOD (1997)
 KK0373
 KK0373                         *CURRENT SURVEY CONTROL
 KK0373  ___________________________________________________________________
 KK0373* NAD 83(1986)-  39 44 18.     (N)    104 55 03.     (W)     SCALED    
 KK0373* NAVD 88     -      1624.991  (meters)    5331.32   (feet)  POSTED    
 KK0373  ___________________________________________________________________
 KK0373  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 KK0373  DYNAMIC HT  -        1623.430 (meters)    5326.20  (feet)  COMP
 KK0373  MODELED GRAV-     979,610.0   (mgal)                       NAVD 88
 KK0373
 KK0373  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0373
 KK0373.The horizontal coordinates were scaled from a topographic map and have
 KK0373.an estimated accuracy of +/- 6 seconds.
 KK0373
 KK0373.The orthometric height was determined by differential leveling
 KK0373.and adjusted by the National Geodetic Survey in 1992..
 KK0373.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0373.rate of 1.1 thru 2.0 mm/km.
 KK0373
 KK0373.The geoid height was determined by GEOID03.
 KK0373
 KK0373.The dynamic height is computed by dividing the NAVD 88
 KK0373.geopotential number by the normal gravity value computed on the
 KK0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0373.degrees latitude (g = 980.6199 gals.).
 KK0373
 KK0373.The modeled gravity was interpolated from observed gravity values.
 KK0373
 KK0373;                    North         East    Units  Estimated Accuracy
 KK0373;SPC CO C     -   516,440.      964,330.      MT  (+/- 180 meters Scaled)
 KK0373
 KK0373                          SUPERSEDED SURVEY CONTROL
 KK0373
 KK0373  NGVD 29 (??/??/92) 1624.076  (m)         5328.32   (f) ADJ UNCH    1 2
 KK0373
 KK0373.Superseded values are not recommended for survey control.
 KK0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0373.See file dsdata.txt to determine how the superseded data were derived.
 KK0373
 KK0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED070987(NAD 83)
 KK0373_MARKER: R = RIVET
 KK0373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0373_SP_SET: STEPS
 KK0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0373
 KK0373  HISTORY     - Date     Condition        Report By
 KK0373  HISTORY     - UNK      MONUMENTED       CGS
 KK0373  HISTORY     - 1939     GOOD             NGS
 KK0373  HISTORY     - 20060912 MARK NOT FOUND   INDIV
 KK0373
 KK0373                          STATION DESCRIPTION
 KK0373
 KK0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0373'AT DENVER.
 KK0373'AT DENVER, DENVER COUNTY, AT THE INTERSECTION OF FOURTEENTH
 KK0373'AVENUE AND KREMERIA STREET, ABOUT 125 FEET SOUTH OF THE SOUTH
 KK0373'CURB OF FOURTEENTH AVENUE, 65 FEET EAST OF KREMERIA STREET, AT
 KK0373'THE WEST END OF THE COLORADO STATE HIGHWAY DEPARTMENT MATERIALS
 KK0373'LABORATORIES AND TRAFFIC DIVISION BUILDING, AND IN THE TOP OF
 KK0373'THE NORTHWEST CORNER OF A STEP.  A METAL RIVET.
 KK0373
 KK0373                          STATION RECOVERY (2006)
 KK0373
 KK0373'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JRB)
 KK0373'THE CURB HAS BEEN REPLACED SINCE THE LAST RECOVERY.  POINT IS NO
 KK0373'LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0374 ***********************************************************************
 KK0374  DESIGNATION -  CITY 25
 KK0374  PID         -  KK0374
 KK0374  STATE/COUNTY-  CO/DENVER
 KK0374  USGS QUAD   -  ENGLEWOOD (1997)
 KK0374
 KK0374                         *CURRENT SURVEY CONTROL
 KK0374  ___________________________________________________________________
 KK0374* NAD 83(1986)-  39 44 24.     (N)    104 54 46.     (W)     SCALED    
 KK0374* NAVD 88     -      1631.074  (meters)    5351.28   (feet)  POSTED    
 KK0374  ___________________________________________________________________
 KK0374  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 KK0374  DYNAMIC HT  -        1629.510 (meters)    5346.15  (feet)  COMP
 KK0374  MODELED GRAV-     979,610.3   (mgal)                       NAVD 88
 KK0374
 KK0374  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0374
 KK0374.The horizontal coordinates were scaled from a topographic map and have
 KK0374.an estimated accuracy of +/- 6 seconds.
 KK0374
 KK0374.The orthometric height was determined by differential leveling
 KK0374.and adjusted by the National Geodetic Survey in 1992..
 KK0374.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0374.rate of 0.0 thru 1.0 mm/km.
 KK0374
 KK0374.The geoid height was determined by GEOID03.
 KK0374
 KK0374.The dynamic height is computed by dividing the NAVD 88
 KK0374.geopotential number by the normal gravity value computed on the
 KK0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0374.degrees latitude (g = 980.6199 gals.).
 KK0374
 KK0374.The modeled gravity was interpolated from observed gravity values.
 KK0374
 KK0374;                    North         East    Units  Estimated Accuracy
 KK0374;SPC CO C     -   516,620.      964,740.      MT  (+/- 180 meters Scaled)
 KK0374
 KK0374                          SUPERSEDED SURVEY CONTROL
 KK0374
 KK0374  NGVD 29 (??/??/92) 1630.160  (m)         5348.28   (f) ADJ UNCH    1 2
 KK0374
 KK0374.Superseded values are not recommended for survey control.
 KK0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0374.See file dsdata.txt to determine how the superseded data were derived.
 KK0374
 KK0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED074989(NAD 83)
 KK0374_MARKER: R = RIVET
 KK0374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0374_SP_SET: CURB
 KK0374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0374
 KK0374  HISTORY     - Date     Condition        Report By
 KK0374  HISTORY     - UNK      MONUMENTED       CGS
 KK0374  HISTORY     - 1939     GOOD             NGS
 KK0374  HISTORY     - 20060912 MARK NOT FOUND   INDIV
 KK0374
 KK0374                          STATION DESCRIPTION
 KK0374
 KK0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0374'AT DENVER.
 KK0374'AT DENVER, DENVER COUNTY, AT THE INTERSECTION OF EAST COLFAX AVENUE
 KK0374'AND MONACO PARKWAY, 45 FEET SOUTH OF THE SOUTH CURB OF COLFAX
 KK0374'AVENUE, AND IN THE TOP OF THE WEST CURB OF THE PARKWAY.  A
 KK0374'METAL RIVET.
 KK0374
 KK0374                          STATION RECOVERY (2006)
 KK0374
 KK0374'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JRB)
 KK0374'THE CURB HAS BEEN REPLACED SINCE THE LAST RECOVERY.  POINT IS NO
 KK0374'LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0375 ***********************************************************************
 KK0375  DESIGNATION -  CITY 26
 KK0375  PID         -  KK0375
 KK0375  STATE/COUNTY-  CO/DENVER
 KK0375  USGS QUAD   -  ENGLEWOOD (1997)
 KK0375
 KK0375                         *CURRENT SURVEY CONTROL
 KK0375  ___________________________________________________________________
 KK0375* NAD 83(1986)-  39 44 24.     (N)    104 54 29.     (W)     SCALED    
 KK0375* NAVD 88     -      1632.689  (meters)    5356.58   (feet)  POSTED    
 KK0375  ___________________________________________________________________
 KK0375  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 KK0375  DYNAMIC HT  -        1631.120 (meters)    5351.43  (feet)  COMP
 KK0375  MODELED GRAV-     979,610.0   (mgal)                       NAVD 88
 KK0375
 KK0375  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0375
 KK0375.The horizontal coordinates were scaled from a topographic map and have
 KK0375.an estimated accuracy of +/- 6 seconds.
 KK0375
 KK0375.The orthometric height was determined by differential leveling
 KK0375.and adjusted by the National Geodetic Survey in 1992..
 KK0375.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0375.rate of 1.1 thru 2.0 mm/km.
 KK0375
 KK0375.The geoid height was determined by GEOID03.
 KK0375
 KK0375.The dynamic height is computed by dividing the NAVD 88
 KK0375.geopotential number by the normal gravity value computed on the
 KK0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0375.degrees latitude (g = 980.6199 gals.).
 KK0375
 KK0375.The modeled gravity was interpolated from observed gravity values.
 KK0375
 KK0375;                    North         East    Units  Estimated Accuracy
 KK0375;SPC CO C     -   516,630.      965,140.      MT  (+/- 180 meters Scaled)
 KK0375
 KK0375                          SUPERSEDED SURVEY CONTROL
 KK0375
 KK0375  NGVD 29 (??/??/92) 1631.776  (m)         5353.59   (f) ADJ UNCH    1 2
 KK0375
 KK0375.Superseded values are not recommended for survey control.
 KK0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0375.See file dsdata.txt to determine how the superseded data were derived.
 KK0375
 KK0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED078989(NAD 83)
 KK0375_MARKER: R = RIVET
 KK0375_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0375_SP_SET: CURB
 KK0375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0375
 KK0375  HISTORY     - Date     Condition        Report By
 KK0375  HISTORY     - UNK      MONUMENTED       CGS
 KK0375  HISTORY     - 1939     GOOD             NGS
 KK0375  HISTORY     - 20060912 MARK NOT FOUND   INDIV
 KK0375
 KK0375                          STATION DESCRIPTION
 KK0375
 KK0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0375'AT DENVER.
 KK0375'AT DENVER, DENVER COUNTY, AT THE INTERSECTION OF EAST COLFAX
 KK0375'AVENUE AND ONEIDA STREET, 35 FEET SOUTH OF THE SOUTH CURB OF
 KK0375'COLFAX AVENUE, AT THE FLEMMING PHARMACY, AND IN THE TOP OF THE
 KK0375'EAST CURB OF ONEIDA STREET.  A METAL RIVET.
 KK0375
 KK0375                          STATION RECOVERY (2006)
 KK0375
 KK0375'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JRB)
 KK0375'THE CURB HAS BEEN REPLACED SINCE THE LAST RECOVERY.  POINT IS NO
 KK0375'LONGER THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0376 ***********************************************************************
 KK0376  DESIGNATION -  CITY 27
 KK0376  PID         -  KK0376
 KK0376  STATE/COUNTY-  CO/DENVER
 KK0376  USGS QUAD   -  ENGLEWOOD (1997)
 KK0376
 KK0376                         *CURRENT SURVEY CONTROL
 KK0376  ___________________________________________________________________
 KK0376* NAD 83(1986)-  39 44 24.     (N)    104 54 16.     (W)     SCALED    
 KK0376* NAVD 88     -      1633.483  (meters)    5359.19   (feet)  POSTED    
 KK0376  ___________________________________________________________________
 KK0376  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 KK0376  DYNAMIC HT  -        1631.920 (meters)    5354.06  (feet)  COMP
 KK0376  MODELED GRAV-     979,609.9   (mgal)                       NAVD 88
 KK0376
 KK0376  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0376
 KK0376.The horizontal coordinates were scaled from a topographic map and have
 KK0376.an estimated accuracy of +/- 6 seconds.
 KK0376
 KK0376.The orthometric height was determined by differential leveling
 KK0376.and adjusted by the National Geodetic Survey in 1992..
 KK0376.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0376.rate of 0.0 thru 1.0 mm/km.
 KK0376
 KK0376.The geoid height was determined by GEOID03.
 KK0376
 KK0376.The dynamic height is computed by dividing the NAVD 88
 KK0376.geopotential number by the normal gravity value computed on the
 KK0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0376.degrees latitude (g = 980.6199 gals.).
 KK0376
 KK0376.The modeled gravity was interpolated from observed gravity values.
 KK0376
 KK0376;                    North         East    Units  Estimated Accuracy
 KK0376;SPC CO C     -   516,630.      965,450.      MT  (+/- 180 meters Scaled)
 KK0376
 KK0376                          SUPERSEDED SURVEY CONTROL
 KK0376
 KK0376  NGVD 29 (??/??/92) 1632.569  (m)         5356.19   (f) ADJ UNCH    1 2
 KK0376
 KK0376.Superseded values are not recommended for survey control.
 KK0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0376.See file dsdata.txt to determine how the superseded data were derived.
 KK0376
 KK0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED081989(NAD 83)
 KK0376_MARKER: R = RIVET
 KK0376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0376_SP_SET: CONCRETE PLATFORM
 KK0376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0376
 KK0376  HISTORY     - Date     Condition        Report By
 KK0376  HISTORY     - UNK      MONUMENTED       CGS
 KK0376  HISTORY     - 1939     GOOD             NGS
 KK0376
 KK0376                          STATION DESCRIPTION
 KK0376
 KK0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0376'AT DENVER.
 KK0376'AT DENVER, DENVER COUNTY, AT THE INTERSECTION OF EAST COLFAX
 KK0376'AVENUE AND POPLAR STREET, ABOUT 100 FEET EAST OF POPLAR STREET,
 KK0376'30 FEET SOUTH OF THE SOUTH CURB OF COLFAX AVENUE, AT THE
 KK0376'NORTHEAST CORNER OF A STREETCAR WAITING ROOM, AND IN THE TOP
 KK0376'OF THE CONCRETE PLATFORM.  A METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0377 ***********************************************************************
 KK0377  DESIGNATION -  CITY 28
 KK0377  PID         -  KK0377
 KK0377  STATE/COUNTY-  CO/DENVER
 KK0377  USGS QUAD   -  ENGLEWOOD (1997)
 KK0377
 KK0377                         *CURRENT SURVEY CONTROL
 KK0377  ___________________________________________________________________
 KK0377* NAD 83(1986)-  39 44 42.     (N)    104 54 21.     (W)     SCALED    
 KK0377* NAVD 88     -      1632.024  (meters)    5354.40   (feet)  POSTED    
 KK0377  ___________________________________________________________________
 KK0377  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 KK0377  DYNAMIC HT  -        1630.460 (meters)    5349.27  (feet)  COMP
 KK0377  MODELED GRAV-     979,611.3   (mgal)                       NAVD 88
 KK0377
 KK0377  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0377
 KK0377.The horizontal coordinates were scaled from a topographic map and have
 KK0377.an estimated accuracy of +/- 6 seconds.
 KK0377
 KK0377.The orthometric height was determined by differential leveling
 KK0377.and adjusted by the National Geodetic Survey in 1992..
 KK0377.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0377.rate of 0.0 thru 1.0 mm/km.
 KK0377
 KK0377.The geoid height was determined by GEOID03.
 KK0377
 KK0377.The dynamic height is computed by dividing the NAVD 88
 KK0377.geopotential number by the normal gravity value computed on the
 KK0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0377.degrees latitude (g = 980.6199 gals.).
 KK0377
 KK0377.The modeled gravity was interpolated from observed gravity values.
 KK0377
 KK0377;                    North         East    Units  Estimated Accuracy
 KK0377;SPC CO C     -   517,180.      965,330.      MT  (+/- 180 meters Scaled)
 KK0377
 KK0377                          SUPERSEDED SURVEY CONTROL
 KK0377
 KK0377  NGVD 29 (??/??/92) 1631.113  (m)         5351.41   (f) ADJ UNCH    1 2
 KK0377
 KK0377.Superseded values are not recommended for survey control.
 KK0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0377.See file dsdata.txt to determine how the superseded data were derived.
 KK0377
 KK0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED080994(NAD 83)
 KK0377_MARKER: R = RIVET
 KK0377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0377_SP_SET: BASE OF LIGHT STANDARD
 KK0377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0377
 KK0377  HISTORY     - Date     Condition        Report By
 KK0377  HISTORY     - UNK      MONUMENTED       CGS
 KK0377  HISTORY     - 1939     GOOD             NGS
 KK0377
 KK0377                          STATION DESCRIPTION
 KK0377
 KK0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0377'AT DENVER.
 KK0377'AT DENVER, DENVER COUNTY, AT THE COLORADO WOMANS COLLEGE, 315
 KK0377'FEET EAST OF PONTIAC STREET, NORTH OF THE DEAD END OF EIGHTEENTH
 KK0377'STREET WHERE THE COLLEGE GROUNDS CUT IT OFF FOR TWO BLOCKS, AT
 KK0377'THE ENTRANCE TO THE COLLEGE, SOUTH OF THE STEPS, AND IN THE
 KK0377'TOP OF THE CONCRETE BASE OF AN ELECTRIC-LIGHT STANDARD.  A METAL
 KK0377'RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0378 ***********************************************************************
 KK0378  DESIGNATION -  CITY 29
 KK0378  PID         -  KK0378
 KK0378  STATE/COUNTY-  CO/DENVER
 KK0378  USGS QUAD   -  ENGLEWOOD (1997)
 KK0378
 KK0378                         *CURRENT SURVEY CONTROL
 KK0378  ___________________________________________________________________
 KK0378* NAD 83(1986)-  39 44 44.     (N)    104 53 55.     (W)     SCALED    
 KK0378* NAVD 88     -      1630.933  (meters)    5350.82   (feet)  POSTED    
 KK0378  ___________________________________________________________________
 KK0378  GEOID HEIGHT-         -17.42  (meters)                     GEOID03
 KK0378  DYNAMIC HT  -        1629.370 (meters)    5345.69  (feet)  COMP
 KK0378  MODELED GRAV-     979,611.3   (mgal)                       NAVD 88
 KK0378
 KK0378  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0378
 KK0378.The horizontal coordinates were scaled from a topographic map and have
 KK0378.an estimated accuracy of +/- 6 seconds.
 KK0378
 KK0378.The orthometric height was determined by differential leveling
 KK0378.and adjusted by the National Geodetic Survey in 1992..
 KK0378.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0378.rate of 0.0 thru 1.0 mm/km.
 KK0378
 KK0378.The geoid height was determined by GEOID03.
 KK0378
 KK0378.The dynamic height is computed by dividing the NAVD 88
 KK0378.geopotential number by the normal gravity value computed on the
 KK0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0378.degrees latitude (g = 980.6199 gals.).
 KK0378
 KK0378.The modeled gravity was interpolated from observed gravity values.
 KK0378
 KK0378;                    North         East    Units  Estimated Accuracy
 KK0378;SPC CO C     -   517,250.      965,950.      MT  (+/- 180 meters Scaled)
 KK0378
 KK0378                          SUPERSEDED SURVEY CONTROL
 KK0378
 KK0378  NGVD 29 (??/??/92) 1630.023  (m)         5347.83   (f) ADJ UNCH    1 2
 KK0378
 KK0378.Superseded values are not recommended for survey control.
 KK0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0378.See file dsdata.txt to determine how the superseded data were derived.
 KK0378
 KK0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED086995(NAD 83)
 KK0378_MARKER: R = RIVET
 KK0378_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0378_SP_SET: STEPS
 KK0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0378
 KK0378  HISTORY     - Date     Condition        Report By
 KK0378  HISTORY     - UNK      MONUMENTED       CGS
 KK0378  HISTORY     - 1946     GOOD             NGS
 KK0378
 KK0378                          STATION DESCRIPTION
 KK0378
 KK0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 KK0378'AT DENVER.
 KK0378'AT DENVER, DENVER COUNTY, AT THE INTERSECTION OF NINETEENTH
 KK0378'AVENUE AND SYRACUSE STREET, ABOUT 100 FEET NORTH OF NINTEENTH
 KK0378'AVENUE, 50 FEET EAST OF SYRACUSE STREET, AT THE WEST ENTRANCE TO
 KK0378'ASHLEY SCHOOL, AND IN THE TOP OF THE SOUTH END OF THE FOURTH
 KK0378'STEP.  A METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1128 ***********************************************************************
 LL1128  DESIGNATION -  CITY 3
 LL1128  PID         -  LL1128
 LL1128  STATE/COUNTY-  CO/BOULDER
 LL1128  USGS QUAD   -  BOULDER (1979)
 LL1128
 LL1128                         *CURRENT SURVEY CONTROL
 LL1128  ___________________________________________________________________
 LL1128* NAD 83(1986)-  40 01 19.     (N)    105 15 12.     (W)     SCALED    
 LL1128* NAVD 88     -      1606.129  (meters)    5269.44   (feet)  ADJUSTED  
 LL1128  ___________________________________________________________________
 LL1128  GEOID HEIGHT-         -15.80  (meters)                     GEOID03
 LL1128  DYNAMIC HT  -        1604.597 (meters)    5264.42  (feet)  COMP
 LL1128  MODELED GRAV-     979,616.2   (mgal)                       NAVD 88
 LL1128
 LL1128  VERT ORDER  -  FIRST     CLASS II
 LL1128
 LL1128.The horizontal coordinates were scaled from a topographic map and have
 LL1128.an estimated accuracy of +/- 6 seconds.
 LL1128
 LL1128.The orthometric height was determined by differential leveling
 LL1128.and adjusted by the National Geodetic Survey in June 1991..
 LL1128
 LL1128.The geoid height was determined by GEOID03.
 LL1128
 LL1128.The dynamic height is computed by dividing the NAVD 88
 LL1128.geopotential number by the normal gravity value computed on the
 LL1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1128.degrees latitude (g = 980.6199 gals.).
 LL1128
 LL1128.The modeled gravity was interpolated from observed gravity values.
 LL1128
 LL1128;                    North         East    Units  Estimated Accuracy
 LL1128;SPC CO N     -   381,290.      935,460.      MT  (+/- 180 meters Scaled)
 LL1128
 LL1128                          SUPERSEDED SURVEY CONTROL
 LL1128
 LL1128.No superseded survey control is available for this station.
 LL1128
 LL1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE783302(NAD 83)
 LL1128_MARKER: DB = BENCH MARK DISK
 LL1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1128_SP_SET: CONCRETE POST
 LL1128_PROJECTION: RECESSED 6 CENTIMETERS
 LL1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1128+STABILITY: SURFACE MOTION
 LL1128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1128+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2002
 LL1128
 LL1128  HISTORY     - Date     Condition        Report By
 LL1128  HISTORY     - UNK      MONUMENTED       CO0200
 LL1128  HISTORY     - 1985     GOOD             NGS
 LL1128  HISTORY     - 20020812 GOOD             INDIV
 LL1128
 LL1128                          STATION DESCRIPTION
 LL1128
 LL1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LL1128'IN BOULDER.
 LL1128'IN BOULDER, AT THE APPROXIMATE CENTER OF THE STREET AT 2111 30TH
 LL1128'STREET, 29.2 M (95.8 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 LL1128'TYLERS RESTAURANT.  NOTE--ACCESS TO THE DISK IS THROUGH A 10-INCH
 LL1128'MANHOLE COVER INSCRIBED (LANDMARK), AND NO STAMPING ON DISK.
 LL1128
 LL1128                          STATION RECOVERY (2002)
 LL1128
 LL1128'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JE)
 LL1128'N 40-01-19.1 /  W 105-15-13.3
 LL1128' 
 LL1128'MARK IS LOCATED IN BOULDER, COLORADO AND IS THE C1/4 CORNER OF SECTION
 LL1128'29, T1N, R70W, LYING WITHIN THE RIGHT-OF-WAY OF 30TH ST.
 LL1128' 
 LL1128'MARK IS LOCATED IN THE APPARENT CENTERLINE OF 30TH ST. AND
 LL1128'APPROXIMATELY 500 FEET SOUTH OF THE INTERSECTION OF PEARL ST.
 LL1128' 
 LL1128'MARK IS A 2.5 INCH ALUMINUM CAP, IN -WATER- BOX, 1.5 FEET BELOW THE
 LL1128'SURFACE OF THE ROAD.  CAP IS INSCRIBED -CITY OF BOULDER CONTROL
 LL1128'PT-.
 LL1128' 
 LL1128'MARK LIES-
 LL1128'500+/- FEET SOUTH FROM THE INTERSECTION OF PEARL ST.,
 LL1128'25.5 FEET WEST FROM THE EASTERLY FLOWLINE OF 30TH ST.,
 LL1128'25.5 FEET EAST FROM THE WESTERLY EDGE OF 30TH ST.,
 LL1128'30.1 FEET EAST-NORTHEAST FROM A FIRE HYDRANT,
 LL1128'47.3 FEET NORTH-NORTHEAST FROM A LIGHT POLE.
 LL1128' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0379 ***********************************************************************
 KK0379  DESIGNATION -  CITY 30
 KK0379  PID         -  KK0379
 KK0379  STATE/COUNTY-  CO/DENVER
 KK0379  USGS QUAD   -  ENGLEWOOD (1997)
 KK0379
 KK0379                         *CURRENT SURVEY CONTROL
 KK0379  ___________________________________________________________________
 KK0379* NAD 83(1986)-  39 44 24.     (N)    104 53 55.     (W)     SCALED    
 KK0379* NAVD 88     -      1631.727  (meters)    5353.42   (feet)  POSTED    
 KK0379  ___________________________________________________________________
 KK0379  GEOID HEIGHT-         -17.42  (meters)                     GEOID03
 KK0379  DYNAMIC HT  -        1630.160 (meters)    5348.28  (feet)  COMP
 KK0379  MODELED GRAV-     979,610.2   (mgal)                       NAVD 88
 KK0379
 KK0379  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0379
 KK0379.The horizontal coordinates were scaled from a topographic map and have
 KK0379.an estimated accuracy of +/- 6 seconds.
 KK0379
 KK0379.The orthometric height was determined by differential leveling
 KK0379.and adjusted by the National Geodetic Survey in 1992..
 KK0379.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0379.rate of 0.0 thru 1.0 mm/km.
 KK0379
 KK0379.The geoid height was determined by GEOID03.
 KK0379
 KK0379.The dynamic height is computed by dividing the NAVD 88
 KK0379.geopotential number by the normal gravity value computed on the
 KK0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0379.degrees latitude (g = 980.6199 gals.).
 KK0379
 KK0379.The modeled gravity was interpolated from observed gravity values.
 KK0379
 KK0379;                    North         East    Units  Estimated Accuracy
 KK0379;SPC CO C     -   516,630.      965,950.      MT  (+/- 180 meters Scaled)
 KK0379
 KK0379                          SUPERSEDED SURVEY CONTROL
 KK0379
 KK0379  NGVD 29 (??/??/92) 1630.815  (m)         5350.43   (f) ADJ UNCH    1 2
 KK0379
 KK0379.Superseded values are not recommended for survey control.
 KK0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0379.See file dsdata.txt to determine how the superseded data were derived.
 KK0379
 KK0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED086989(NAD 83)
 KK0379_MARKER: R = RIVET
 KK0379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0379_SP_SET: CURB
 KK0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0379
 KK0379  HISTORY     - Date     Condition        Report By
 KK0379  HISTORY     - UNK      MONUMENTED       CGS
 KK0379  HISTORY     - 1953     GOOD             NGS
 KK0379
 KK0379                          STATION DESCRIPTION
 KK0379
 KK0379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 KK0379'AT DENVER.
 KK0379'AT THE INTERSECTION OF EAST COLFAX AVENUE AND SYRACUSE STREET,
 KK0379'7 FEET SOUTH OF THE SOUTH CURB OF COLFAX AVENUE, AND IN THE TOP OF
 KK0379'THE EAST CURB OF SYRACUSE STREET.  A METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0380 ***********************************************************************
 KK0380  DESIGNATION -  CITY 31
 KK0380  PID         -  KK0380
 KK0380  STATE/COUNTY-  CO/DENVER
 KK0380  USGS QUAD   -  ENGLEWOOD (1997)
 KK0380
 KK0380                         *CURRENT SURVEY CONTROL
 KK0380  ___________________________________________________________________
 KK0380* NAD 83(1986)-  39 44 23.     (N)    104 53 39.     (W)     SCALED    
 KK0380* NAVD 88     -      1631.917  (meters)    5354.05   (feet)  POSTED    
 KK0380  ___________________________________________________________________
 KK0380  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 KK0380  DYNAMIC HT  -        1630.350 (meters)    5348.91  (feet)  COMP
 KK0380  MODELED GRAV-     979,610.8   (mgal)                       NAVD 88
 KK0380
 KK0380  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0380
 KK0380.The horizontal coordinates were scaled from a topographic map and have
 KK0380.an estimated accuracy of +/- 6 seconds.
 KK0380
 KK0380.The orthometric height was determined by differential leveling
 KK0380.and adjusted by the National Geodetic Survey in 1992..
 KK0380.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0380.rate of 1.1 thru 2.0 mm/km.
 KK0380
 KK0380.The geoid height was determined by GEOID03.
 KK0380
 KK0380.The dynamic height is computed by dividing the NAVD 88
 KK0380.geopotential number by the normal gravity value computed on the
 KK0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0380.degrees latitude (g = 980.6199 gals.).
 KK0380
 KK0380.The modeled gravity was interpolated from observed gravity values.
 KK0380
 KK0380;                    North         East    Units  Estimated Accuracy
 KK0380;SPC CO C     -   516,600.      966,330.      MT  (+/- 180 meters Scaled)
 KK0380
 KK0380                          SUPERSEDED SURVEY CONTROL
 KK0380
 KK0380  NGVD 29 (??/??/92) 1631.006  (m)         5351.06   (f) ADJ UNCH    1 2
 KK0380
 KK0380.Superseded values are not recommended for survey control.
 KK0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0380.See file dsdata.txt to determine how the superseded data were derived.
 KK0380
 KK0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED090988(NAD 83)
 KK0380_MARKER: R = RIVET
 KK0380_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0380_SP_SET: CURB
 KK0380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0380
 KK0380  HISTORY     - Date     Condition        Report By
 KK0380  HISTORY     - UNK      MONUMENTED       CGS
 KK0380  HISTORY     - 1939     GOOD             NGS
 KK0380
 KK0380                          STATION DESCRIPTION
 KK0380
 KK0380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0380'AT DENVER.
 KK0380'AT DENVER, DENVER COUNTY, AT THE INTERSECTION OF EAST COLFAX
 KK0380'AVENUE AND ULSTER STREET, 25 FEET SOUTH OF THE SOUTH CURB OF
 KK0380'COLFAX AVENUE, AND IN THE TOP OF THE WEST CURB OF ULSTER STREET.
 KK0380'A METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0381 ***********************************************************************
 KK0381  DESIGNATION -  CITY 32
 KK0381  PID         -  KK0381
 KK0381  STATE/COUNTY-  CO/DENVER
 KK0381  USGS QUAD   -  ENGLEWOOD (1997)
 KK0381
 KK0381                         *CURRENT SURVEY CONTROL
 KK0381  ___________________________________________________________________
 KK0381* NAD 83(1986)-  39 44 24.     (N)    104 53 21.     (W)     SCALED    
 KK0381* NAVD 88     -      1627.366  (meters)    5339.12   (feet)  POSTED    
 KK0381  ___________________________________________________________________
 KK0381  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 KK0381  DYNAMIC HT  -        1625.810 (meters)    5334.01  (feet)  COMP
 KK0381  MODELED GRAV-     979,611.9   (mgal)                       NAVD 88
 KK0381
 KK0381  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0381
 KK0381.The horizontal coordinates were scaled from a topographic map and have
 KK0381.an estimated accuracy of +/- 6 seconds.
 KK0381
 KK0381.The orthometric height was determined by differential leveling
 KK0381.and adjusted by the National Geodetic Survey in 1992..
 KK0381.No vertical observational check was made to the station.
 KK0381.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0381.was located on a no-check spur therefore a value was not computed.
 KK0381
 KK0381.The geoid height was determined by GEOID03.
 KK0381
 KK0381.The dynamic height is computed by dividing the NAVD 88
 KK0381.geopotential number by the normal gravity value computed on the
 KK0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0381.degrees latitude (g = 980.6199 gals.).
 KK0381
 KK0381.The modeled gravity was interpolated from observed gravity values.
 KK0381
 KK0381;                    North         East    Units  Estimated Accuracy
 KK0381;SPC CO C     -   516,640.      966,760.      MT  (+/- 180 meters Scaled)
 KK0381
 KK0381                          SUPERSEDED SURVEY CONTROL
 KK0381
 KK0381  NGVD 29 (??/??/92) 1626.457  (m)         5336.13   (f) ADJ UNCH    1 2
 KK0381
 KK0381.Superseded values are not recommended for survey control.
 KK0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0381.See file dsdata.txt to determine how the superseded data were derived.
 KK0381
 KK0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED094989(NAD 83)
 KK0381_MARKER: R = RIVET
 KK0381_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0381_SP_SET: CURB
 KK0381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0381
 KK0381  HISTORY     - Date     Condition        Report By
 KK0381  HISTORY     - UNK      MONUMENTED       CGS
 KK0381  HISTORY     - 1939     GOOD             NGS
 KK0381
 KK0381                          STATION DESCRIPTION
 KK0381
 KK0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0381'AT DENVER.
 KK0381'AT DENVER, DENVER COUNTY, AT THE INTERSECTION OF EAST COLFAX
 KK0381'AVENUE AND WABASH STREET, 30 FEET SOUTH OF THE SOUTH CURB
 KK0381'OF COLFAX AVENUE, AND IN THE TOP OF THE EAST CURB OF WABASH
 KK0381'STREET.  A METAL RIVET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1125 ***********************************************************************
 LL1125  DESIGNATION -  CITY 5
 LL1125  PID         -  LL1125
 LL1125  STATE/COUNTY-  CO/BOULDER
 LL1125  USGS QUAD   -  BOULDER (1979)
 LL1125
 LL1125                         *CURRENT SURVEY CONTROL
 LL1125  ___________________________________________________________________
 LL1125* NAD 83(1986)-  40 01 57.     (N)    105 15 47.     (W)     SCALED    
 LL1125* NAVD 88     -      1622.571  (meters)    5323.39   (feet)  ADJUSTED  
 LL1125  ___________________________________________________________________
 LL1125  GEOID HEIGHT-         -15.71  (meters)                     GEOID03
 LL1125  DYNAMIC HT  -        1621.020 (meters)    5318.30  (feet)  COMP
 LL1125  MODELED GRAV-     979,613.6   (mgal)                       NAVD 88
 LL1125
 LL1125  VERT ORDER  -  FIRST     CLASS II
 LL1125
 LL1125.The horizontal coordinates were scaled from a topographic map and have
 LL1125.an estimated accuracy of +/- 6 seconds.
 LL1125
 LL1125.The orthometric height was determined by differential leveling
 LL1125.and adjusted by the National Geodetic Survey in June 1991..
 LL1125
 LL1125.The geoid height was determined by GEOID03.
 LL1125
 LL1125.The dynamic height is computed by dividing the NAVD 88
 LL1125.geopotential number by the normal gravity value computed on the
 LL1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1125.degrees latitude (g = 980.6199 gals.).
 LL1125
 LL1125.The modeled gravity was interpolated from observed gravity values.
 LL1125
 LL1125;                    North         East    Units  Estimated Accuracy
 LL1125;SPC CO N     -   382,460.      934,630.      MT  (+/- 180 meters Scaled)
 LL1125
 LL1125                          SUPERSEDED SURVEY CONTROL
 LL1125
 LL1125.No superseded survey control is available for this station.
 LL1125
 LL1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE775313(NAD 83)
 LL1125_MARKER: Z = SEE DESCRIPTION
 LL1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1125_SP_SET: CONCRETE POST
 LL1125_PROJECTION: RECESSED 4 CENTIMETERS
 LL1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1125+STABILITY: SURFACE MOTION
 LL1125
 LL1125  HISTORY     - Date     Condition        Report By
 LL1125  HISTORY     - UNK      MONUMENTED       CO0200
 LL1125  HISTORY     - 1985     GOOD             NGS
 LL1125
 LL1125                          STATION DESCRIPTION
 LL1125
 LL1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LL1125'IN BOULDER.
 LL1125'IN BOULDER, IN THE CENTER OF THE INTERSECTION OF FOREST AVENUE AND
 LL1125'FOLSOM STREET.  NOTE--THE MARK IS AN 18-INCH PIECE OF REBAR UNDER A
 LL1125'10-INCH MANHOLE COVER INSCRIBED (LANDMARK).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1135 ***********************************************************************
 LL1135  DESIGNATION -  CITY 7
 LL1135  PID         -  LL1135
 LL1135  STATE/COUNTY-  CO/BOULDER
 LL1135  USGS QUAD   -  NIWOT (1979)
 LL1135
 LL1135                         *CURRENT SURVEY CONTROL
 LL1135  ___________________________________________________________________
 LL1135* NAD 83(1986)-  40 01 45.     (N)    105 13 31.     (W)     SCALED    
 LL1135* NAVD 88     -      1585.211  (meters)    5200.81   (feet)  ADJUSTED  
 LL1135  ___________________________________________________________________
 LL1135  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 LL1135  DYNAMIC HT  -        1583.709 (meters)    5195.89  (feet)  COMP
 LL1135  MODELED GRAV-     979,623.0   (mgal)                       NAVD 88
 LL1135
 LL1135  VERT ORDER  -  FIRST     CLASS II
 LL1135
 LL1135.The horizontal coordinates were scaled from a topographic map and have
 LL1135.an estimated accuracy of +/- 6 seconds.
 LL1135
 LL1135.The orthometric height was determined by differential leveling
 LL1135.and adjusted by the National Geodetic Survey in June 1991..
 LL1135
 LL1135.The geoid height was determined by GEOID03.
 LL1135
 LL1135.The dynamic height is computed by dividing the NAVD 88
 LL1135.geopotential number by the normal gravity value computed on the
 LL1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1135.degrees latitude (g = 980.6199 gals.).
 LL1135
 LL1135.The modeled gravity was interpolated from observed gravity values.
 LL1135
 LL1135;                    North         East    Units  Estimated Accuracy
 LL1135;SPC CO N     -   382,100.      937,850.      MT  (+/- 180 meters Scaled)
 LL1135
 LL1135                          SUPERSEDED SURVEY CONTROL
 LL1135
 LL1135.No superseded survey control is available for this station.
 LL1135
 LL1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE807310(NAD 83)
 LL1135_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LL1135_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LL1135+WITH SETTING: INFORMATION.
 LL1135_SP_SET: SHALLOW-SET METAL ROD
 LL1135_PROJECTION: FLUSH
 LL1135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1135_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LL1135+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 LL1135_ROD/PIPE-DEPTH: 0.5  meters
 LL1135
 LL1135  HISTORY     - Date     Condition        Report By
 LL1135  HISTORY     - UNK      MONUMENTED       CO0200
 LL1135  HISTORY     - 1985     GOOD             NGS
 LL1135  HISTORY     - 20020626 GOOD             INDIV
 LL1135  HISTORY     - 20050829 GOOD             USPSQD
 LL1135
 LL1135                          STATION DESCRIPTION
 LL1135
 LL1135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LL1135'IN BOULDER.
 LL1135'IN BOULDER, AT THE INTERSECTION OF 55TH STREET AND VALMONT ROAD, IN
 LL1135'THE APPROXIMATE CENTER OF THE INTERSECTION OF THE STREET AND ROAD, AT
 LL1135'THE ENTRANCE TO THE SAN LARZARO MOBILE HOME PARK.  NOTE--ACCESS TO THE
 LL1135'DISK IS THROUGH A 10-INCH MANHOLE COVER INSCRIBED (LANDMARK).
 LL1135'THERE IS NO STAMPING ON THE DISK.
 LL1135
 LL1135                          STATION RECOVERY (2002)
 LL1135
 LL1135'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JE)
 LL1135'MARK IS LOCATED IN BOULDER, COLORADO IN THE NE1/4 OF SECTION 28, T1N,
 LL1135'R70W.
 LL1135' 
 LL1135'MARK IS LOCATED IN THE APPARENT INTERSECTION OF 55TH STREET AND
 LL1135'VALMONT ROAD.
 LL1135' 
 LL1135'MARK IS A 2.5 INCH ALUMINUM CAP IN -LANDMARK- BOX 1.5 FEET BELOW
 LL1135'SURFACE. ANY INSCRIPTION IS NOW ILLEGIBLE.
 LL1135' 
 LL1135'MARK LIES-
 LL1135'41.22 FEET SW FROM CUT CROSS IN TOP OF CURB, NORTHEAST CORNER 55TH
 LL1135'AND VALMONT,
 LL1135'42.44 FEET SE FROM CUT CROSS IN TOP OF CURB, NORTHWEST CORNER 55TH AND
 LL1135'VALMONT,
 LL1135'28.4 FEET NE FROM CUT CROSS IN TOP OF CURB OF TRAFFIC ISLAND.
 LL1135' 
 LL1135' 
 LL1135
 LL1135                          STATION RECOVERY (2005)
 LL1135
 LL1135'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 LL1135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0356 ***********************************************************************
 KK0356  DESIGNATION -  CITY 7
 KK0356  PID         -  KK0356
 KK0356  STATE/COUNTY-  CO/DENVER
 KK0356  USGS QUAD   -  ENGLEWOOD (1997)
 KK0356
 KK0356                         *CURRENT SURVEY CONTROL
 KK0356  ___________________________________________________________________
 KK0356* NAD 83(1986)-  39 44 33.     (N)    104 59 44.     (W)     SCALED    
 KK0356* NAVD 88     -      1591.873  (meters)    5222.67   (feet)  POSTED    
 KK0356  ___________________________________________________________________
 KK0356  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 KK0356  DYNAMIC HT  -        1590.350 (meters)    5217.67  (feet)  COMP
 KK0356  MODELED GRAV-     979,615.7   (mgal)                       NAVD 88
 KK0356
 KK0356  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0356
 KK0356.The horizontal coordinates were scaled from a topographic map and have
 KK0356.an estimated accuracy of +/- 6 seconds.
 KK0356
 KK0356.The orthometric height was determined by differential leveling
 KK0356.and adjusted by the National Geodetic Survey in 1992..
 KK0356.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0356.rate of 1.1 thru 2.0 mm/km.
 KK0356
 KK0356.The geoid height was determined by GEOID03.
 KK0356
 KK0356.The dynamic height is computed by dividing the NAVD 88
 KK0356.geopotential number by the normal gravity value computed on the
 KK0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0356.degrees latitude (g = 980.6199 gals.).
 KK0356
 KK0356.The modeled gravity was interpolated from observed gravity values.
 KK0356
 KK0356;                    North         East    Units  Estimated Accuracy
 KK0356;SPC CO C     -   516,860.      957,640.      MT  (+/- 180 meters Scaled)
 KK0356
 KK0356                          SUPERSEDED SURVEY CONTROL
 KK0356
 KK0356  NGVD 29 (??/??/92) 1590.959  (m)         5219.67   (f) ADJ UNCH    1 2
 KK0356
 KK0356.Superseded values are not recommended for survey control.
 KK0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0356.See file dsdata.txt to determine how the superseded data were derived.
 KK0356
 KK0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED003991(NAD 83)
 KK0356_MARKER: R = RIVET
 KK0356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0356_SP_SET: STEP
 KK0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0356
 KK0356  HISTORY     - Date     Condition        Report By
 KK0356  HISTORY     - UNK      MONUMENTED       CGS
 KK0356  HISTORY     - 1939     GOOD             NGS
 KK0356  HISTORY     - 20010419 MARK NOT FOUND   USPSQD
 KK0356  HISTORY     - 20041231 MARK NOT FOUND   GEOCAC
 KK0356
 KK0356                          STATION DESCRIPTION
 KK0356
 KK0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0356'AT DENVER.
 KK0356'AT DENVER, DENVER COUNTY, AT THE INTERSECTION OF WELTON STREET
 KK0356'AND THIRTEENTH STREET, ON WELTON STREET, 22 FEET NORTHEAST OF
 KK0356'THIRTEENTH STREET, AT THE ENTRANCE TO THE BARNEY APARTMENTS,
 KK0356'AND IN THE TOP OF THE SOUTHWEST END OF A STONE STEP.  A METAL
 KK0356'RIVET.
 KK0356
 KK0356                          STATION RECOVERY (2001)
 KK0356
 KK0356'RECOVERY NOTE BY US POWER SQUADRON 2001 (HB)
 KK0356'BARNEY APARTMENTS NO LONGER EXIST. THE AREA IS NOW A PARKING LOT.
 KK0356
 KK0356                          STATION RECOVERY (2004)
 KK0356
 KK0356'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 KK0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0357 ***********************************************************************
 KK0357  DESIGNATION -  CITY 8
 KK0357  PID         -  KK0357
 KK0357  STATE/COUNTY-  CO/DENVER
 KK0357  USGS QUAD   -  ENGLEWOOD (1997)
 KK0357
 KK0357                         *CURRENT SURVEY CONTROL
 KK0357  ___________________________________________________________________
 KK0357* NAD 83(1986)-  39 44 23.     (N)    104 59 32.     (W)     SCALED    
 KK0357* NAVD 88     -      1596.047  (meters)    5236.36   (feet)  POSTED    
 KK0357  ___________________________________________________________________
 KK0357  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 KK0357  DYNAMIC HT  -        1594.520 (meters)    5231.35  (feet)  COMP
 KK0357  MODELED GRAV-     979,615.2   (mgal)                       NAVD 88
 KK0357
 KK0357  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0357
 KK0357.The horizontal coordinates were scaled from a topographic map and have
 KK0357.an estimated accuracy of +/- 6 seconds.
 KK0357
 KK0357.The orthometric height was determined by differential leveling
 KK0357.and adjusted by the National Geodetic Survey in 1992..
 KK0357.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0357.rate of 1.1 thru 2.0 mm/km.
 KK0357
 KK0357.The geoid height was determined by GEOID03.
 KK0357
 KK0357.The dynamic height is computed by dividing the NAVD 88
 KK0357.geopotential number by the normal gravity value computed on the
 KK0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0357.degrees latitude (g = 980.6199 gals.).
 KK0357
 KK0357.The modeled gravity was interpolated from observed gravity values.
 KK0357
 KK0357;                    North         East    Units  Estimated Accuracy
 KK0357;SPC CO C     -   516,550.      957,930.      MT  (+/- 180 meters Scaled)
 KK0357
 KK0357                          SUPERSEDED SURVEY CONTROL
 KK0357
 KK0357  NGVD 29 (??/??/92) 1595.133  (m)         5233.37   (f) ADJ UNCH    1 2
 KK0357
 KK0357.Superseded values are not recommended for survey control.
 KK0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0357.See file dsdata.txt to determine how the superseded data were derived.
 KK0357
 KK0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED006988(NAD 83)
 KK0357_MARKER: Z = SEE DESCRIPTION
 KK0357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0357_SP_SET: GRANITE BALL
 KK0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0357+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2006
 KK0357
 KK0357  HISTORY     - Date     Condition        Report By
 KK0357  HISTORY     - UNK      MONUMENTED       CGS
 KK0357  HISTORY     - 1939     GOOD             NGS
 KK0357  HISTORY     - 20010419 GOOD             USPSQD
 KK0357  HISTORY     - 20041231 GOOD             GEOCAC
 KK0357  HISTORY     - 20060611 GOOD             USPSQD
 KK0357
 KK0357                          STATION DESCRIPTION
 KK0357
 KK0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0357'AT DENVER.
 KK0357'AT DENVER, DENVER COUNTY, ON THE SOUTH SIDE OF WEST COLFAX
 KK0357'AVENUE, AT THE MAIN ENTRANCE TO THE UNITED STATES MINT, AND AT
 KK0357'THE EAST SIDE OF THE STEPS.  THE TOP OF A GRANITE BALL.
 KK0357
 KK0357                          STATION RECOVERY (2001)
 KK0357
 KK0357'RECOVERY NOTE BY US POWER SQUADRON 2001 (HB)
 KK0357'RECOVERED IN GOOD CONDITION.
 KK0357
 KK0357                          STATION RECOVERY (2004)
 KK0357
 KK0357'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 KK0357'STATION RECOVERED IN GOOD CONDITION.
 KK0357
 KK0357                          STATION RECOVERY (2006)
 KK0357
 KK0357'RECOVERY NOTE BY US POWER SQUADRON 2006
 KK0357'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0660 ***********************************************************************
 JJ0660  DESIGNATION -  CITY AZ MK
 JJ0660  PID         -  JJ0660
 JJ0660  STATE/COUNTY-  CO/PROWERS
 JJ0660  USGS QUAD   -  LAMAR WEST (1979)
 JJ0660
 JJ0660                         *CURRENT SURVEY CONTROL
 JJ0660  ___________________________________________________________________
 JJ0660* NAD 83(1992)-  38 05 06.39229(N)    102 38 26.20386(W)     ADJUSTED  
 JJ0660* NAVD 88     -      1105.522  (meters)    3627.03   (feet)  ADJUSTED  
 JJ0660  ___________________________________________________________________
 JJ0660  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 JJ0660  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 JJ0660  DYNAMIC HT  -        1104.465 (meters)    3623.57  (feet)  COMP
 JJ0660  MODELED GRAV-     979,634.9   (mgal)                       NAVD 88
 JJ0660
 JJ0660  HORZ ORDER  -  SECOND
 JJ0660  VERT ORDER  -  FIRST     CLASS II
 JJ0660
 JJ0660.The horizontal coordinates were established by classical geodetic methods
 JJ0660.and adjusted by the National Geodetic Survey in January 1993..
 JJ0660
 JJ0660.The orthometric height was determined by differential leveling
 JJ0660.and adjusted by the National Geodetic Survey in June 1991..
 JJ0660
 JJ0660.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0660
 JJ0660.The geoid height was determined by GEOID03.
 JJ0660
 JJ0660.The dynamic height is computed by dividing the NAVD 88
 JJ0660.geopotential number by the normal gravity value computed on the
 JJ0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0660.degrees latitude (g = 980.6199 gals.).
 JJ0660
 JJ0660.The modeled gravity was interpolated from observed gravity values.
 JJ0660
 JJ0660;                    North         East     Units Scale Factor Converg.
 JJ0660;SPC CO S     -   466,065.434 1,165,207.895   MT  0.99995496   +1 45 14.0
 JJ0660;SPC CO S     - 1,529,083.01  3,822,852.90   sFT  0.99995496   +1 45 14.0
 JJ0660;UTM  13      - 4,217,886.916   706,922.432   MT  1.00012736   +1 27 21.1
 JJ0660
 JJ0660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0660!SPC CO S     -   0.99983020  x   0.99995496  =   0.99978517
 JJ0660!UTM  13      -   0.99983020  x   1.00012736  =   0.99995754
 JJ0660
 JJ0660                          SUPERSEDED SURVEY CONTROL
 JJ0660
 JJ0660  NAD 83(1986)-  38 05 06.38814(N)    102 38 26.19697(W) AD(       ) 2
 JJ0660  NAD 27      -  38 05 06.35483(N)    102 38 24.50502(W) AD(       ) 2
 JJ0660
 JJ0660.Superseded values are not recommended for survey control.
 JJ0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0660.See file dsdata.txt to determine how the superseded data were derived.
 JJ0660
 JJ0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC0692217887(NAD 83)
 JJ0660_MARKER: DZ = AZIMUTH MARK DISK
 JJ0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0660_SP_SET: CONCRETE POST
 JJ0660_STAMPING: CITY 1954
 JJ0660_MARK LOGO: CGS   
 JJ0660_PROJECTION: PROJECTING 8 CENTIMETERS
 JJ0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0660+STABILITY: SURFACE MOTION
 JJ0660
 JJ0660  HISTORY     - Date     Condition        Report By
 JJ0660  HISTORY     - 1954     MONUMENTED       CGS
 JJ0660  HISTORY     - 1973     GOOD             NGS
 JJ0660  HISTORY     - 1985     GOOD             NGS
 JJ0660
 JJ0660                          STATION DESCRIPTION
 JJ0660
 JJ0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 JJ0660'THE STATION CITY IS LOCATED IN A SAGE BRUSH AREA ON THE NORTH SLOPE
 JJ0660'OF A LOW RIDGE AT THE SOUTHWEST CORNER OF THE CITY OF LAMAR.
 JJ0660'
 JJ0660'TO REACH FROM THE U.S. POST OFFICE IN LAMAR, GO SOUTH ON SOUTH
 JJ0660'5TH STREET 1 BLOCK TO WEST OAK STREET.  TURN RIGHT ON WEST OAK
 JJ0660'STREET AND GO WEST 0.6 MILE TO SOUTH 14TH STREET.  TURN LEFT ON
 JJ0660'SOUTH 14TH STREET AND GO SOUTH 0.6 MILE TO A WIRE GATE ON THE
 JJ0660'RIGHT, JUST AFTER CROSSING AN IRRIGATION CANAL.  PASS THROUGH THE
 JJ0660'GATE AND GO WEST-SOUTHWEST 194 FEET TO THE STATION.
 JJ0660'
 JJ0660'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CITY 1954, SET
 JJ0660'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 JJ0660'2 INCHES.  IT IS LOCATED IN THE NORTHWEST CORNER OF A FIELD, 63
 JJ0660'FEET SOUTH OF THE CENTER LINE OF AN EAST-WEST ROAD, 15 FEET
 JJ0660'EAST OF THE CENTER LINE OF A NORTH-SOUTH ROAD, 18 FEET SOUTH
 JJ0660'OF A FENCE CORNER, AND 1 FOOT WEST OF THE FENCE LINE.  TO REACH
 JJ0660'FROM THE JUNCTION OF SOUTH 14TH STREET AND WEST OAK STREET, GO
 JJ0660'WEST 0.6 MILE TO A CROSS ROAD AND THE AZIMUTH MARK IN THE
 JJ0660'NORTHWEST CORNER OF THE FIELD.
 JJ0660
 JJ0660                          STATION RECOVERY (1985)
 JJ0660
 JJ0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0660'IN LAMAR.
 JJ0660'IN LAMAR, AT THE INTERSECTION OF COUNTY ROADS HH AND 6.5, 19.2 M
 JJ0660'(63.0 FT) SOUTH OF THE CENTER OF THE ROAD, 5.5 M (18.0 FT) EAST OF THE
 JJ0660'CENTER OF THE ROAD, 1.5 M (4.9 FT) SOUTH OF THE CENTER OF A FIELD
 JJ0660'ENTRANCE, AND 0.3 M (1.0 FT) WEST OF A FENCE.
 JJ0660'THE MARK IS 1.0 METERS  N FROM  A WITNESS POST
 JJ0660'THE MARK IS ABOVE LEVEL WITH THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5249 ***********************************************************************
 AE5249  DESIGNATION -  CITY PARK
 AE5249  PID         -  AE5249
 AE5249  STATE/COUNTY-  CO/DENVER
 AE5249  USGS QUAD   -  ENGLEWOOD (1997)
 AE5249
 AE5249                         *CURRENT SURVEY CONTROL
 AE5249  ___________________________________________________________________
 AE5249* NAD 83(1992)-  39 44 52.71761(N)    104 56 27.43654(W)     ADJUSTED  
 AE5249* NAVD 88     -      1616.7    (meters)    5304.     (feet)  GPS OBS   
 AE5249  ___________________________________________________________________
 AE5249  X           -  -1,266,397.273 (meters)                     COMP
 AE5249  Y           -  -4,745,816.523 (meters)                     COMP
 AE5249  Z           -   4,057,532.849 (meters)                     COMP
 AE5249  LAPLACE CORR-          -6.91  (seconds)                    DEFLEC99
 AE5249  ELLIP HEIGHT-        1599.48  (meters)          (12/03/02) GPS OBS
 AE5249  GEOID HEIGHT-         -17.29  (meters)                     GEOID03
 AE5249
 AE5249  HORZ ORDER  -  FIRST
 AE5249  ELLP ORDER  -  FOURTH    CLASS II
 AE5249
 AE5249.The horizontal coordinates were established by GPS observations
 AE5249.and adjusted by the National Geodetic Survey in January 1998..
 AE5249
 AE5249.The orthometric height was determined by GPS observations and a
 AE5249.high-resolution geoid model.
 AE5249
 AE5249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5249
 AE5249.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5249
 AE5249.The ellipsoidal height was determined by GPS observations
 AE5249.and is referenced to NAD 83.
 AE5249
 AE5249.The geoid height was determined by GEOID03.
 AE5249
 AE5249;                    North         East     Units Scale Factor Converg.
 AE5249;SPC CO C     -   517,494.822   962,315.592   MT  0.99999960   +0 21 09.3
 AE5249;SPC CO C     - 1,697,814.26  3,157,197.07   sFT  0.99999960   +0 21 09.3
 AE5249;UTM  13      - 4,399,787.420   505,058.578   MT  0.99960032   +0 02 15.9
 AE5249
 AE5249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5249!SPC CO C     -   0.99974913  x   0.99999960  =   0.99974873
 AE5249!UTM  13      -   0.99974913  x   0.99960032  =   0.99934955
 AE5249
 AE5249                          SUPERSEDED SURVEY CONTROL
 AE5249
 AE5249  ELLIP H (01/12/98) 1599.51   (m)                       GP(       ) 4 1
 AE5249
 AE5249.Superseded values are not recommended for survey control.
 AE5249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5249.See file dsdata.txt to determine how the superseded data were derived.
 AE5249
 AE5249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED0505999787(NAD 83)
 AE5249_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AE5249_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE5249_STAMPING: DISK 1.020040 1994 LID CITY PARK
 AE5249_MARK LOGO: CODOT 
 AE5249_PROJECTION: FLUSH
 AE5249_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE5249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5249+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 AE5249_ROD/PIPE-DEPTH: 3.7  meters
 AE5249
 AE5249  HISTORY     - Date     Condition        Report By
 AE5249  HISTORY     - 1994     MONUMENTED       CODOT
 AE5249  HISTORY     - 20041229 GOOD             CO0600
 AE5249  HISTORY     - 20060304 GOOD             GEOCAC
 AE5249
 AE5249                          STATION DESCRIPTION
 AE5249
 AE5249'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1994
 AE5249'THE STATION IS LOCATED IN CITY PARK IN DENVER, IN THE NORTHEAST 1/4 OF
 AE5249'SECTION 36, T 3 S, R 68 W.  OWNERSHIP--CITY AND COUNTY OF DENVER  TO
 AE5249'REACH THE STATION, GO TO THE INTERSECTION OF COLORADO BLVD.  AND
 AE5249'MONTVIEW BLVD.  GOING WEST TO THE ENTRANCE OF THE DENVER MUSEUM OF
 AE5249'NATURAL HISTORY, PHIPPS AUDITORIUM ENTRANCE IMAX THEATER AND THE
 AE5249'STATION IN THE NORTHWEST CORNER  THE MARK IS AN ALUMINUM ROD SET WITH
 AE5249'A 3-FOOT SECURITY SECTION ON TOP AND A DISK ON TOP OF THAT ROD.  IT IS
 AE5249'SET IN A LOGO LID ON A PVC PIPE WITH A CONCRETE COLLAR FLUSH WITH THE
 AE5249'GROUND.  IT IS 57.85 M (189.80 FT) NORTH FROM THE NORTH FLOWLINE OF
 AE5249'MONTVIEW BLVD, 47.45 M (155.68 FT) NORTH FROM THE NORTHEAST CORNER OF
 AE5249'THE ENTRANCE GATE TO THE MUSEUM, 29.2 M (95.8 FT) SOUTHEAST FROM A
 AE5249'LIGHT POLE, 17.8 M (58.4 FT) NORTHWEST FROM A LIGHT POLE, 9.3 M (30.5
 AE5249'FT) WEST FROM THE WESTERN FLOWLINE OF COLORADO BLVD AND ABOUT 0.6 M
 AE5249'(2.0 FT) ABOVE COLORADO BLVD.
 AE5249
 AE5249                          STATION RECOVERY (2004)
 AE5249
 AE5249'RECOVERY NOTE BY CITY AND COUNTY OF DENVER COLORADO 2004 (RTE)
 AE5249'RECOVERED IN GOOD CONDITION.
 AE5249
 AE5249                          STATION RECOVERY (2006)
 AE5249
 AE5249'RECOVERY NOTE BY GEOCACHING 2006 (CLX)
 AE5249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0719 ***********************************************************************
 KL0719  DESIGNATION -  CLARK
 KL0719  PID         -  KL0719
 KL0719  STATE/COUNTY-  CO/GARFIELD
 KL0719  USGS QUAD   -  TRIANGLE PARK (1987)
 KL0719
 KL0719                         *CURRENT SURVEY CONTROL
 KL0719  ___________________________________________________________________
 KL0719* NAD 83(1992)-  39 45 13.44772(N)    107 38 50.29073(W)     ADJUSTED  
 KL0719* NAVD 88     -      2778.     (meters)    9114.     (feet)  SCALED    
 KL0719  ___________________________________________________________________
 KL0719  LAPLACE CORR-          10.89  (seconds)                    DEFLEC99
 KL0719  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 KL0719
 KL0719  HORZ ORDER  -  SECOND
 KL0719
 KL0719.The horizontal coordinates were established by classical geodetic methods
 KL0719.and adjusted by the National Geodetic Survey in January 1993..
 KL0719
 KL0719.The orthometric height was scaled from a topographic map.
 KL0719
 KL0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0719
 KL0719.The geoid height was determined by GEOID03.
 KL0719
 KL0719;                    North         East     Units Scale Factor Converg.
 KL0719;SPC CO C     -   520,161.499   730,395.331   MT  1.00000074   -1 21 15.4
 KL0719;SPC CO C     - 1,706,563.18  2,396,305.35   sFT  1.00000074   -1 21 15.4
 KL0719;SPC CO N     -   353,705.730   730,397.379   MT  0.99999422   -1 23 14.8
 KL0719;SPC CO N     - 1,160,449.55  2,396,312.07   sFT  0.99999422   -1 23 14.8
 KL0719;UTM  13      - 4,403,776.758   273,202.475   MT  1.00023330   -1 41 37.1
 KL0719
 KL0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0719!SPC CO C     -   0.99956653  x   1.00000074  =   0.99956727
 KL0719!SPC CO N     -   0.99956653  x   0.99999422  =   0.99956075
 KL0719!UTM  13      -   0.99956653  x   1.00023330  =   0.99979973
 KL0719
 KL0719|---------------------------------------------------------------------|
 KL0719| PID    Reference Object                     Distance      Geod. Az  |
 KL0719|                                                           dddmmss.s |
 KL0719| CM6275 CLARK RM 1                           20.687 METERS 11009     |
 KL0719| CM6274 CLARK AZ MK                                        1825444.3 |
 KL0719| CM6276 CLARK RM 2                           23.082 METERS 20235     |
 KL0719|---------------------------------------------------------------------|
 KL0719
 KL0719                          SUPERSEDED SURVEY CONTROL
 KL0719
 KL0719  NAD 83(1986)-  39 45 13.44154(N)    107 38 50.28487(W) AD(       ) 2
 KL0719  NAD 27      -  39 45 13.51000(N)    107 38 48.06200(W) AD(       ) 2
 KL0719
 KL0719.Superseded values are not recommended for survey control.
 KL0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0719.See file dsdata.txt to determine how the superseded data were derived.
 KL0719
 KL0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBE7320203777(NAD 83)
 KL0719_MARKER: DS = TRIANGULATION STATION DISK
 KL0719_SETTING: 80 = SET IN A BOULDER
 KL0719_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KL0719
 KL0719  HISTORY     - Date     Condition        Report By
 KL0719  HISTORY     - 1937     MONUMENTED       CGS
 KL0719  HISTORY     - 1966     MARK NOT FOUND   USGS
 KL0719  HISTORY     - 1970     SEE DESCRIPTION  NGS
 KL0719
 KL0719                          STATION DESCRIPTION
 KL0719
 KL0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KL0719'STATION IS LOCATED 5 MILES W AND 12 MILES N OF NEW CASTLE,
 KL0719'COLORADO, AND ABOUT 5 MILES AIR LINE S OF RIPPERS SAWMILL.
 KL0719'IT IS ON A WOOD ROAD THAT CROSSES MAIN ROAD BETWEEN MEEKER
 KL0719'AND NEW CASTLE AT AN S TURN.
 KL0719'
 KL0719'AREA IS COVERED WITH A DENSE GROWTH OF 50-FOOT ASPENS AND A
 KL0719'FEW SPRUCE.  STATION MARK IS A STANDARD DISK STAMPED CLARK
 KL0719'-1937, SET IN THE TOP OF A BURIED BOULDER FLUSH WITH THE
 KL0719'GROUND, 10 FEET NW OF WOOD ROAD.
 KL0719'
 KL0719'REFERENCE MARK NO. 1, IS A STANDARD DISK SET IN THE TOP OF
 KL0719'A BURIED BOULDER FLUSH WITH THE GROUND, AND ABOUT 3 FEET
 KL0719'HIGHER ELEVATION THAN STATION, ACROSS ROAD.
 KL0719'
 KL0719'REFERENCE MARK NO. 2, IS A STANDARD DISK SET IN TOP OF A
 KL0719'BURIED BOULDER FLUSH WITH THE GROUND, 2 FEET LOWER THAN STATION,
 KL0719'ABOUT 15 FEET FROM WOOD ROAD.
 KL0719'
 KL0719'AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A BURIED
 KL0719'BOULDER ABOUT 0.25 MILE SW OF STATION, ABOUT 200 FEET S OF
 KL0719'HIGHWAY AT THE W END OF A CLEARING.
 KL0719'
 KL0719'TO REACH FROM RIFLE, GO N OF STATE HIGHWAY 13, FOR 3.2 MILE
 KL0719'TO ROAD RIGHT AT SIGN RIFLE MOUNTAIN PARK 12 MILES, TURN
 KL0719'RIGHT, E AND FOLLOW MAIN-TRAVELED ROAD 4.0 MILES TO A FORK
 KL0719'AND SIGN RIFLE MOUNTAIN PARK.  TAKE RIGHT FORK FOR 2.75 MILES
 KL0719'TO A SIDE ROAD.  KEEP STRAIGHT AHEAD 4.55 MILES TO GATE
 KL0719'(ENTRANCE TO RIFLE MOUNTAIN PARK), KEEP MAIN-TRAVELED ROAD
 KL0719'UP NARROW VALLEY 4.7 MILES TO A FORK AND SIGN (COULTER MESA
 KL0719'4 MILES).  TAKE RIGHT FOR 0.2 MILE TO ANOTHER FORK.  TAKE
 KL0719'RIGHT FORK AGAIN AND FOLLOW MAIN-TRAVELED ROAD FOR 4.7 MILES
 KL0719'TO FORK ON TOP OF RIDGE AND SIGN (MUD SPRINGS 2 NEW CASTLE
 KL0719'25).  TAKE RIGHT FORK 0.4 MILE TO T-ROAD.  TURN RIGHT, S,
 KL0719'AND FOLLOW MAIN GRADED ROAD 4.8 MILES TO A SHARP S TURN IN
 KL0719'THE ROAD.  THE TWO CURVES OF THE S TURN ARE ABOUT 100 YARDS
 KL0719'APART AND MIDWAY BETWEEN THEM THERE IS AN OLD WOOD ROAD
 KL0719'CROSSING THE MAIN ROAD.  THERE IS A 12-INCH ASPEN WITH TRIANGLE
 KL0719'BLAZE AND WITH SQUARE ROCK ON TOP ON N SIDE OF ROAD.  IN
 KL0719'THE EDGE OF THE TIMBER ON THE OUTSIDE OF THE MOST EASTERLY
 KL0719'OF THE CURVES THERE IS THE NAME ELWOOD NAIR CARVED ON A
 KL0719'TEN-INCH ASPEN.  TURN LEFT, N ON WOOD ROAD FOR 0.05 MILE
 KL0719'TO END OF TRUCK TRAVEL AND STATION ON LEFT SIDE OF ROAD
 KL0719'AT TRIANGLE BLAZE ON ASPEN TREE.
 KL0719
 KL0719                          STATION RECOVERY (1966)
 KL0719
 KL0719'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KL0719'STATION NOT RECOVERED.
 KL0719'
 KL0719'AN ASPEN LOGGING CAMP WAS LOCATED IN THIS AREA AND THE STATION
 KL0719'MAY HAVE BEEN DESTROYED OR COVERED.  NO REFERENCE MARK WAS
 KL0719'FOUND NOR THE AZIMUTH MARK.
 KL0719'
 KL0719'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--STATION IS
 KL0719'LOCATED 5 MILES W AND 12 MILES N OF NEW CASTLE, COLO.
 KL0719
 KL0719                          STATION RECOVERY (1970)
 KL0719
 KL0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 KL0719'A THOROUGH SEARCH WAS MADE FOR THE STATION AND OTHER MARKS
 KL0719'WITH OUT FINDING ANYTHING.  THE MARKS MAY BE IN PLACE AND
 KL0719'COVERED.
 KL0719'
 KL0719'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 KL0719'WEST AND 12 MILES NORTH OF NEW CASTLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0933 ***********************************************************************
 JJ0933  DESIGNATION -  CLARK
 JJ0933  PID         -  JJ0933
 JJ0933  STATE/COUNTY-  CO/BENT
 JJ0933  USGS QUAD   -  BISHOP RANCH (1955)
 JJ0933
 JJ0933                         *CURRENT SURVEY CONTROL
 JJ0933  ___________________________________________________________________
 JJ0933* NAD 83(1992)-  38 14 43.37757(N)    103 09 22.87896(W)     ADJUSTED  
 JJ0933* NAVD 88     -      1326.4    (meters)    4352.     (feet)  VERTCON   
 JJ0933  ___________________________________________________________________
 JJ0933  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 JJ0933  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 JJ0933
 JJ0933  HORZ ORDER  -  FIRST
 JJ0933
 JJ0933.The horizontal coordinates were established by classical geodetic methods
 JJ0933.and adjusted by the National Geodetic Survey in January 1993..
 JJ0933
 JJ0933.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0933
 JJ0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0933
 JJ0933.The geoid height was determined by GEOID03.
 JJ0933
 JJ0933;                    North         East     Units Scale Factor Converg.
 JJ0933;SPC CO S     -   482,589.566 1,119,534.662   MT  0.99997109   +1 26 15.1
 JJ0933;SPC CO S     - 1,583,295.93  3,673,006.64   sFT  0.99997109   +1 26 15.1
 JJ0933;UTM  13      - 4,234,648.409   661,332.809   MT  0.99992056   +1 08 29.5
 JJ0933
 JJ0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0933!SPC CO S     -   0.99979545  x   0.99997109  =   0.99976655
 JJ0933!UTM  13      -   0.99979545  x   0.99992056  =   0.99971603
 JJ0933
 JJ0933:                Primary Azimuth Mark                     Grid Az
 JJ0933:SPC CO S     -  BUREAU OF STANDARDS RADIO MAST           358 56 09.2
 JJ0933:UTM  13      -  BUREAU OF STANDARDS RADIO MAST           359 13 54.8
 JJ0933
 JJ0933|---------------------------------------------------------------------|
 JJ0933| PID    Reference Object                     Distance      Geod. Az  |
 JJ0933|                                                           dddmmss.s |
 JJ0933| JJ0922 BUREAU OF STANDARDS RADIO MAST      APPROX.15.1 KM 0002224.3 |
 JJ0933| CM8678 CLARK RM 1                           11.095 METERS 02134     |
 JJ0933| CM8679 CLARK RM 2                           13.330 METERS 11329     |
 JJ0933| JJ0931 FORT LYON VETERANS HOSP STACK       APPROX.18.9 KM 1724545.7 |
 JJ0933| JJ0926 FORT LYON VETERANS HOSP TANK        APPROX.18.8 KM 1734330.0 |
 JJ0933| CM8677 CLARK AZ MK                                        2164913.4 |
 JJ0933| JJ0920 HASWELL DES MARTEAU COMM ELEV       APPROX.23.3 KM 3592943.3 |
 JJ0933|---------------------------------------------------------------------|
 JJ0933
 JJ0933                          SUPERSEDED SURVEY CONTROL
 JJ0933
 JJ0933  NAD 83(1986)-  38 14 43.36902(N)    103 09 22.87425(W) AD(       ) 1
 JJ0933  NAD 27      -  38 14 43.35374(N)    103 09 21.13901(W) AD(       ) 1
 JJ0933  NGVD 29 (07/19/86) 1325.8    (m)         4350.     (f) VERT ANG       
 JJ0933
 JJ0933.Superseded values are not recommended for survey control.
 JJ0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0933.See file dsdata.txt to determine how the superseded data were derived.
 JJ0933
 JJ0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC6133334648(NAD 83)
 JJ0933_MARKER: DS = TRIANGULATION STATION DISK
 JJ0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0933
 JJ0933  HISTORY     - Date     Condition        Report By
 JJ0933  HISTORY     - 1922     MONUMENTED       CGS
 JJ0933  HISTORY     - 1947     GOOD             WESGEO
 JJ0933  HISTORY     - 1954     GOOD             CGS
 JJ0933  HISTORY     - 1954     GOOD             CGS
 JJ0933  HISTORY     - 1955     GOOD             USGS
 JJ0933
 JJ0933                          STATION DESCRIPTION
 JJ0933
 JJ0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 JJ0933'ABOUT 4 MILES EAST AND 10 MILES NORTH OF LAS ANIMAS, 15 MILES
 JJ0933'SOUTH OF HASWELL, 3 MILES EAST OF BLUE LAKE RESERVOIR, 1/2
 JJ0933'MILE SOUTH OF THE KIOWA-BENT COUNTY LINE, 3/4 MILE EAST OF
 JJ0933'THE CLARK HOMESTEAD, 300 METERS SOUTH OF AN OLD MUD LAKE,
 JJ0933'AND 150 METERS WEST OF THE LAS ANIMAS-HASWELL ROAD, ON THE
 JJ0933'HIGHEST POINT OF A GRASSY KNOLL.  SURFACE MARK IS DISK SET.
 JJ0933'UNDERGROUND MARK IS DISK, SET.
 JJ0933'REFERENCE MARKS ARE DISKS, SET,
 JJ0933'AT THE FOLLOWING DISTANCES AND
 JJ0933'BEARINGS FROM THE STATION--NO. 1, 11.095 METERS (36.40
 JJ0933'FEET).  NO. 2, 13.330 METERS (43.73 FEET).
 JJ0933
 JJ0933                          STATION RECOVERY (1947)
 JJ0933
 JJ0933'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1947 (HEO)
 JJ0933'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.
 JJ0933'
 JJ0933'TO REACH STATION FROM THE COURTHOUSE IN LAS ANIMAS, FOLLOW
 JJ0933'HIGHWAY 50 EAST FOR 4.7 MILES TO A CROSS ROAD.  (BECKS MODERN
 JJ0933'CABIN CAMP OCCUPIES THE NW CORNER OF THE INTERSECTION, A
 JJ0933'SCHOOLHOUSE IS ON THE SW CORNER.) TURN N FOR 10.3 MILES,
 JJ0933'CROSSING A CANAL AT 2.8 MILES, TO A ROAD LEADING E.  TURN
 JJ0933'E 0.25 MILE.  THE STATION IS ABOUT 300 FEET N OF THIS POINT,
 JJ0933'ON HIGH GROUND.
 JJ0933
 JJ0933                          STATION RECOVERY (1954)
 JJ0933
 JJ0933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0933'STATION RECOVERED AS DESCRIBED AND THE MARKS ARE IN GOOD
 JJ0933'CONDITION.  AN AZIMUTH MARK WAS SET AND DESCRIBED BELOW.
 JJ0933'THE ORIGINAL DESCRIPTION IS MOSTLY OBSOLETE SO A COMPLETE
 JJ0933'DESCRIPTION FOLLOWS.
 JJ0933'
 JJ0933'STATION IS LOCATED, AIRLINE, ABOUT 12 MILES NORTH NORTHEAST
 JJ0933'OF LAS ANIMAS, 14-1/2 MILES SOUTH OF HASWELL, 1/4 MILE EAST
 JJ0933'OF THE LAS ANIMAS-HASWELL ROAD AND 0.05 MILE NORTH OF AN
 JJ0933'EAST-WEST ROAD.  IT IS ON THE SUMMIT OF A GRASS COVERED KNOLL
 JJ0933'WHICH IS THE HIGHEST IN THE VICINITY.
 JJ0933'
 JJ0933'STATION IS REACHED AS FOLLOWS--FROM THE MAIN INTERSECTION IN
 JJ0933'THE CENTER OF LAS ANIMAS, GO NORTH AND EAST ON U.S. HIGHWAY
 JJ0933'50 FOR 4.7 MILES TO THE JUNCTION OF THE HASWELL ROAD ON THE
 JJ0933'LEFT, NORTH.  TURN LEFT AND GO NORTH TOWARDS HASWELL FOR 10.0
 JJ0933'MILES TO THE AZIMUTH MARK ON THE LEFT SIDE OF THE ROAD NEAR
 JJ0933'A POWER LINE POLE.  CONTINUE NORTH FOR 0.3 MILE TO A SIDE ROAD
 JJ0933'ON THE RIGHT, EAST.  TURN RIGHT AND GO 0.25 MILE, TURN LEFT
 JJ0933'OFF THE ROAD AND GO NORTH FOR 0.05 MILE TO THE STATION ON
 JJ0933'THE HIGHEST POINT.
 JJ0933'
 JJ0933'STATION MARK, STAMPED CLARK 1922, IS A STANDARD DISK SET IN
 JJ0933'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 1
 JJ0933'INCH.  IT IS 3.0 FEET EAST NORTHEAST OF A WITNESS POST.
 JJ0933'
 JJ0933'REFERENCE MARK NUMBER 1, STAMPED CLARK NO 1 1922, IS A STANDARD
 JJ0933'DISK SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST THAT
 JJ0933'IS FLUSH WITH THE GROUND AND 6 INCHES LOWER THAN THE STATION.
 JJ0933'
 JJ0933'REFERENCE MARK NUMBER 2, STAMPED CLARK NO 2 1922, IS A STANDARD
 JJ0933'DISK SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST THAT
 JJ0933'PROJECTS 3 INCHES AND IS AT THE SAME ELEVATION AS THE STATION.
 JJ0933'
 JJ0933'AZIMUTH MARK, STAMPED CLARK 1922 1954, IS A STANDARD DISK
 JJ0933'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 JJ0933'4 INCHES.  IT IS 39.0 FEET WEST OF THE CENTERLINE OF THE ROAD,
 JJ0933'10.0 FEET NORTH NORTHEAST OF A POWER LINE POLE AND 2.0 FEET
 JJ0933'NORTH OF AN ANGLE IRON STAKE 18 INCHES IN HEIGHT.
 JJ0933'
 JJ0933'NOTE--DIFFERENCE IN DIRECTION TO THE MARKS WAS NOTED AND
 JJ0933'DOUBLE CHECKED IN THE FIELD.
 JJ0933
 JJ0933                          STATION RECOVERY (1954)
 JJ0933
 JJ0933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 JJ0933'STATION RECOVERED AS DESCRIBED.
 JJ0933
 JJ0933                          STATION RECOVERY (1955)
 JJ0933
 JJ0933'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 JJ0933'STATION MARK--STANDARD DISK SET IN THE TOP OF A 10 IN. SQUARE
 JJ0933'CONCRETE POST, STAMPED ---CLARK 1922---.
 JJ0933'
 JJ0933'REFERENCE MARKS--NONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1014 ***********************************************************************
 JK1014  DESIGNATION -  CLARK
 JK1014  PID         -  JK1014
 JK1014  STATE/COUNTY-  CO/PUEBLO
 JK1014  USGS QUAD   -  FOWLER (1960)
 JK1014
 JK1014                         *CURRENT SURVEY CONTROL
 JK1014  ___________________________________________________________________
 JK1014* NAD 83(1992)-  38 12 26.23612(N)    104 06 54.11964(W)     ADJUSTED  
 JK1014* NAVD 88     -      1417.6    (meters)    4651.     (feet)  VERTCON   
 JK1014  ___________________________________________________________________
 JK1014  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 JK1014  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 JK1014
 JK1014  HORZ ORDER  -  THIRD
 JK1014
 JK1014.The horizontal coordinates were established by classical geodetic methods
 JK1014.and adjusted by the National Geodetic Survey in January 1993..
 JK1014
 JK1014.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1014
 JK1014.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1014
 JK1014.The geoid height was determined by GEOID03.
 JK1014
 JK1014;                    North         East     Units Scale Factor Converg.
 JK1014;SPC CO S     -   476,686.841 1,035,695.162   MT  0.99996655   +0 50 58.2
 JK1014;SPC CO S     - 1,563,930.08  3,397,943.21   sFT  0.99996655   +0 50 58.2
 JK1014;UTM  13      - 4,229,184.545   577,479.236   MT  0.99967393   +0 32 50.6
 JK1014
 JK1014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1014!SPC CO S     -   0.99978085  x   0.99996655  =   0.99974741
 JK1014!UTM  13      -   0.99978085  x   0.99967393  =   0.99945486
 JK1014
 JK1014:                Primary Azimuth Mark                     Grid Az
 JK1014:SPC CO S     -  BOONE HILL                               318 00 01.8
 JK1014:UTM  13      -  BOONE HILL                               318 18 09.4
 JK1014
 JK1014|---------------------------------------------------------------------|
 JK1014| PID    Reference Object                     Distance      Geod. Az  |
 JK1014|                                                           dddmmss.s |
 JK1014| JK1009 BOONE HILL                          APPROX.10.0 KM 3185100.0 |
 JK1014|---------------------------------------------------------------------|
 JK1014
 JK1014                          SUPERSEDED SURVEY CONTROL
 JK1014
 JK1014  NAD 83(1986)-  38 12 26.21961(N)    104 06 54.11160(W) AD(       ) 3
 JK1014  NAD 27      -  38 12 26.21351(N)    104 06 52.24169(W) AD(       ) 3
 JK1014  NGVD 29 (07/19/86) 1416.8    (m)         4648.     (f) VERT ANG       
 JK1014
 JK1014.Superseded values are not recommended for survey control.
 JK1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1014.See file dsdata.txt to determine how the superseded data were derived.
 JK1014
 JK1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC7747929185(NAD 83)
 JK1014
 JK1014  HISTORY     - Date     Condition        Report By
 JK1014  HISTORY     - 1955     MONUMENTED       USGS
 JK1014  HISTORY     - 1960     GOOD             USGS
 JK1014
 JK1014                          STATION DESCRIPTION
 JK1014
 JK1014'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 JK1014'STATION IS LOCATED ABOUT 8 MI. E. AND 3 MI. S. OF BOONE, COLORADO,
 JK1014'ON THE S. TIP OF A GRAVEL RIDGE, IN SEC. 22, T 21 S, R 60 W.
 JK1014'
 JK1014'TO REACH STATION FROM THE POST OFFICE IN BOONE, COLORADO, GO E. ON
 JK1014'STATE HIGHWAY 96 FOR 7.4 MI. TO CROSSROADS, THENCE LEFT FOR 0.7 MI.
 JK1014'TO A Y-RD. FORK, THENCE RIGHT FOR 2.3 MI. ALONG MAIN TRAVELED RD. TO
 JK1014'TOP OF RIDGE AND JUNCTION WITH A DIM TRAIL S., THENCE RIGHT (S.)
 JK1014'ALONG DIM TRAIL FOR 0.9 MI. TO S. TIP OF RIDGE AND STATION.
 JK1014'
 JK1014'STATION MARK--STANDARD TABLET, STAMPED ---CLARK 1955---, AND SET IN
 JK1014'CONCRETE POST, PROJECTING 4 IN. ABOVE GROUND.
 JK1014'
 JK1014'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2005 ***********************************************************************
 KK2005  DESIGNATION -  CLARK
 KK2005  PID         -  KK2005
 KK2005  STATE/COUNTY-  CO/PARK
 KK2005  USGS QUAD   -  MILLIGAN LAKES (1957)
 KK2005
 KK2005                         *CURRENT SURVEY CONTROL
 KK2005  ___________________________________________________________________
 KK2005* NAD 83(1992)-  39 15 36.75032(N)    105 51 41.49428(W)     ADJUSTED  
 KK2005* NAVD 88     -      2964.7    (meters)    9727.     (feet)  VERTCON   
 KK2005  ___________________________________________________________________
 KK2005  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 KK2005  GEOID HEIGHT-         -13.25  (meters)                     GEOID03
 KK2005
 KK2005  HORZ ORDER  -  THIRD
 KK2005
 KK2005.The horizontal coordinates were established by classical geodetic methods
 KK2005.and adjusted by the National Geodetic Survey in January 1993..
 KK2005
 KK2005.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2005
 KK2005.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2005
 KK2005.The geoid height was determined by GEOID03.
 KK2005
 KK2005;                    North         East     Units Scale Factor Converg.
 KK2005;SPC CO C     -   463,256.871   883,201.109   MT  0.99993976   -0 13 40.8
 KK2005;SPC CO C     - 1,519,868.58  2,897,635.64   sFT  0.99993976   -0 13 40.8
 KK2005;UTM  13      - 4,346,006.493   425,672.387   MT  0.99966802   -0 32 42.8
 KK2005
 KK2005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2005!SPC CO C     -   0.99953716  x   0.99993976  =   0.99947695
 KK2005!UTM  13      -   0.99953716  x   0.99966802  =   0.99920534
 KK2005
 KK2005:                Primary Azimuth Mark                     Grid Az
 KK2005:SPC CO C     -  PARK                                     136 51 44.5
 KK2005:UTM  13      -  PARK                                     137 10 46.5
 KK2005
 KK2005|---------------------------------------------------------------------|
 KK2005| PID    Reference Object                     Distance      Geod. Az  |
 KK2005|                                                           dddmmss.s |
 KK2005| KK1997 PARK                                APPROX. 4.9 KM 1363803.7 |
 KK2005|---------------------------------------------------------------------|
 KK2005
 KK2005                          SUPERSEDED SURVEY CONTROL
 KK2005
 KK2005  NAD 83(1986)-  39 15 36.74292(N)    105 51 41.49739(W) AD(       ) 3
 KK2005  NAD 27      -  39 15 36.78490(N)    105 51 39.45391(W) AD(       ) 3
 KK2005  NGVD 29 (07/19/86) 2963.0    (m)         9721.     (f) VERT ANG       
 KK2005
 KK2005.Superseded values are not recommended for survey control.
 KK2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2005.See file dsdata.txt to determine how the superseded data were derived.
 KK2005
 KK2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD2567246006(NAD 83)
 KK2005_MARKER: DD = SURVEY DISK
 KK2005_SETTING: 0 = UNSPECIFIED SETTING
 KK2005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK2005
 KK2005  HISTORY     - Date     Condition        Report By
 KK2005  HISTORY     - 1954     MONUMENTED       USGS
 KK2005
 KK2005                          STATION DESCRIPTION
 KK2005
 KK2005'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 KK2005'STATION IS LOCATED ABOUT 8.0 MI. (AIRLINE) FROM FAIRPLAY, ON THE J.
 KK2005'CLARK RANCH, AT THE APEX AND HIGHEST POINT OF A GRASS COVERED, ROCKY,
 KK2005'V-SHAPED RIDGE.
 KK2005'
 KK2005'TO REACH FROM FAIRPLAY POST OFFICE, GO E. 0.3 MI. ON HIGHWAY NO. 9 TO
 KK2005'JUNCTION OF HIGHWAYS 9 AND 285, TURN LEFT (N.) AND GO 6.0 MI. TO T-RD.
 KK2005'S., TURN RIGHT (S.) AND GO 1.5 MI. TO J. CLARK RANCH BUILDINGS AND A
 KK2005'TURN IN THE RD., TURN LEFT (E.) AND GO 1.9 MI. TO RD. FORK NEAR OLD
 KK2005'CORRALS AND SHED, CONTINUE ON LEFT FORK (E.) 1.3 MI. TO THREE FORKS
 KK2005'IN RD. AT FENCE CORNER.  CONTINUE ON CENTER FORK (E.) 0.9 MI. TO
 KK2005'CREST OF N-S. RIDGE, TURN LEFT (N.) OFF RD. AND FOLLOW RIDGE 0.5 MI.
 KK2005'TO APEX AND HIGHEST POINT OF V-SHAPED RIDGE AND STATION.
 KK2005'
 KK2005'STATION MARK--STANDARD TABLET, IN CONCRETE POST, STAMPED ---CLARK
 KK2005'1954---.
 KK2005'
 KK2005'REFERENCE MARK--A CHISELED SQUARE, ON A ROCK OUTCROP, 53.3 FT.
 KK2005'DISTANCE, N 74 DEG 38 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1388 ***********************************************************************
 LL1388  DESIGNATION -  CLARK
 LL1388  PID         -  LL1388
 LL1388  STATE/COUNTY-  CO/LARIMER
 LL1388  USGS QUAD   -  CLARK PEAK (1977)
 LL1388
 LL1388                         *CURRENT SURVEY CONTROL
 LL1388  ___________________________________________________________________
 LL1388* NAD 83(1992)-  40 36 24.55502(N)    105 55 47.88785(W)     ADJUSTED  
 LL1388* NAVD 88     -      3948.4    (meters)   12954.     (feet)  VERTCON   
 LL1388  ___________________________________________________________________
 LL1388  LAPLACE CORR-           4.50  (seconds)                    DEFLEC99
 LL1388  GEOID HEIGHT-         -11.43  (meters)                     GEOID03
 LL1388
 LL1388  HORZ ORDER  -  SECOND
 LL1388
 LL1388.The horizontal coordinates were established by classical geodetic methods
 LL1388.and adjusted by the National Geodetic Survey in January 1993..
 LL1388
 LL1388.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1388
 LL1388.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1388
 LL1388.The geoid height was determined by GEOID03.
 LL1388
 LL1388;                    North         East     Units Scale Factor Converg.
 LL1388;SPC CO N     -   446,287.799   878,013.218   MT  0.99997612   -0 16 40.1
 LL1388;SPC CO N     - 1,464,195.89  2,880,615.03   sFT  0.99997612   -0 16 40.1
 LL1388;UTM  13      - 4,495,527.528   421,324.744   MT  0.99967619   -0 36 19.1
 LL1388
 LL1388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1388!SPC CO N     -   0.99938279  x   0.99997612  =   0.99935893
 LL1388!UTM  13      -   0.99938279  x   0.99967619  =   0.99905918
 LL1388
 LL1388|---------------------------------------------------------------------|
 LL1388| PID    Reference Object                     Distance      Geod. Az  |
 LL1388|                                                           dddmmss.s |
 LL1388| CP6829 CLARK RM 1                           11.796 METERS 02111     |
 LL1388| CP6828 CLARK AZ MK                                        1690656.1 |
 LL1388| CP6830 CLARK RM 2                            9.131 METERS 29910     |
 LL1388|---------------------------------------------------------------------|
 LL1388
 LL1388                          SUPERSEDED SURVEY CONTROL
 LL1388
 LL1388  NAD 83(1986)-  40 36 24.54979(N)    105 55 47.88323(W) AD(       ) 2
 LL1388  NAD 27      -  40 36 24.61900(N)    105 55 45.83000(W) AD(       ) 2
 LL1388  NGVD 29 (07/19/86) 3946.8    (m)        12949.     (f) VERT ANG       
 LL1388
 LL1388.Superseded values are not recommended for survey control.
 LL1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1388.See file dsdata.txt to determine how the superseded data were derived.
 LL1388
 LL1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE2132595528(NAD 83)
 LL1388_MARKER: DS = TRIANGULATION STATION DISK
 LL1388_SETTING: 80 = SET IN A BOULDER
 LL1388_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LL1388
 LL1388  HISTORY     - Date     Condition        Report By
 LL1388  HISTORY     - 1949     MONUMENTED       CGS
 LL1388  HISTORY     - 1959     GOOD             USGS
 LL1388
 LL1388                          STATION DESCRIPTION
 LL1388
 LL1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LL1388'THE STATION IS LOCATED ABOUT 18 MILES AIRLINE SOUTHEAST OF WALDEN
 LL1388'ON THE HIGHEST POINT OF CLARK PEAK WHICH IS THE HIGHEST PEAK
 LL1388'OF THE MEDICINE BOW RANGE.  THE STATION MARK PROJECTS 6 INCHES,
 LL1388'IS SET 50 FEET SOUTHWEST OF AND 6 FEET LOWER THAN THE HIGHEST
 LL1388'POINT OF THE PEAK.  IT IS STAMPED, CLARK 1949.
 LL1388'
 LL1388'REFERENCE MARK NO. 1 PROJECTS 8 INCHES, IS ABOUT THE SAME
 LL1388'ELEVATION AS THE STATION MARK AND IS STAMPED, CLARK NO 1 1949.
 LL1388'
 LL1388'REFERENCE MARK NO. 2 PROJECTS 6 INCHES, IS ABOUT 6 FEET LOWER
 LL1388'THAN THE STATION MARK AND IS STAMPED, CLARK NO 2 1949.
 LL1388'
 LL1388'THE AZIMUTH MARK PROJECTS 18 INCHES, IS SET ON THE FIRST HIGH
 LL1388'POINT OF RIDGE SOUTH OF THE FIRST SADDLE SOUTH OF THE STATION.
 LL1388'IT IS 6 FEET WEST OF THE EDGE OF CLIFF, 1 FOOT EAST OF A CAIRN
 LL1388'AND IS STAMPED, CLARK 1949.
 LL1388'
 LL1388'TO REACH THE STATION FROM THE FOREST SERVICE CABIN AT THE
 LL1388'WEST SIDE OF CHAMBERS LAKE.  FOLLOW THE TRAIL NORTHWESTERLY
 LL1388'ABOUT 4.75 MILES TO A TRAIL LEFT AT SEVERAL BLAZED TREES,
 LL1388'ONE OF WHICH HAS AN ARROW BLAZED ON ITS NORTHSIDE.  THIS TRAIL
 LL1388'IS ABOUT 0.25 MILE BEFORE REACHING BLUE LAKE.  TURN LEFT, FOLLOW
 LL1388'WINDING TRAIL, WESTERLY, SOUTHERLY THEN WESTERLY TO TOP OF
 LL1388'MAIN RIDGE SOUTH OF THE STATION PEAK.  TURN RIGHT, FOLLOW
 LL1388'TOP OF RIDGE TO HIGHEST POINT AND STATION.  A 5 HOUR HORSE
 LL1388'PACK FROM CHAMBERS LAKE.
 LL1388'
 LL1388'JOHN HOOVER OF WALDEN AND RED VERNON OF GLENDEVEY FURNISHED HORSES
 LL1388'AND ALSO ACCOMPANIED PERSONNEL TO STATION WHEN STATION WAS
 LL1388'ESTABLISHED AND OCCUPIED BY OBSERVING PARTY.
 LL1388
 LL1388                          STATION RECOVERY (1959)
 LL1388
 LL1388'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LL1388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0440 ***********************************************************************
 KM0440  DESIGNATION -  CLARK
 KM0440  PID         -  KM0440
 KM0440  STATE/COUNTY-  CO/MESA
 KM0440  USGS QUAD   -  BATTLESHIP ROCK (1962)
 KM0440
 KM0440                         *CURRENT SURVEY CONTROL
 KM0440  ___________________________________________________________________
 KM0440* NAD 83(1992)-  39 00 53.79243(N)    108 51 08.37645(W)     ADJUSTED  
 KM0440* NAVD 88     -      2035.6    (meters)    6678.     (feet)  VERTCON   
 KM0440  ___________________________________________________________________
 KM0440  LAPLACE CORR-           6.71  (seconds)                    DEFLEC99
 KM0440  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 KM0440
 KM0440  HORZ ORDER  -  THIRD
 KM0440
 KM0440.The horizontal coordinates were established by classical geodetic methods
 KM0440.and adjusted by the National Geodetic Survey in January 1993..
 KM0440
 KM0440.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0440
 KM0440.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0440
 KM0440.The geoid height was determined by GEOID03.
 KM0440
 KM0440;                    North         East     Units Scale Factor Converg.
 KM0440;SPC CO C     -   441,323.500   624,147.069   MT  0.99993703   -2 06 51.4
 KM0440;SPC CO C     - 1,447,908.85  2,047,722.51   sFT  0.99993703   -2 06 51.4
 KM0440;UTM  12      - 4,320,629.149   685,940.797   MT  1.00002574   +1 21 08.6
 KM0440
 KM0440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0440!SPC CO C     -   0.99968337  x   0.99993703  =   0.99962042
 KM0440!UTM  12      -   0.99968337  x   1.00002574  =   0.99970911
 KM0440
 KM0440                          SUPERSEDED SURVEY CONTROL
 KM0440
 KM0440  NAD 83(1986)-  39 00 53.78524(N)    108 51 08.37650(W) AD(       ) 3
 KM0440  NGVD 29 (05/18/92) 2034.4    (m)         6675.     (f) VERT ANG       
 KM0440
 KM0440.Superseded values are not recommended for survey control.
 KM0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0440.See file dsdata.txt to determine how the superseded data were derived.
 KM0440
 KM0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ8594120629(NAD 83)
 KM0440_MARKER: DD = SURVEY DISK
 KM0440_SETTING: 80 = SET IN A BOULDER
 KM0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0440+STABILITY: SURFACE MOTION
 KM0440
 KM0440  HISTORY     - Date     Condition        Report By
 KM0440  HISTORY     - 1961     MONUMENTED       USGS
 KM0440  HISTORY     - 1962     GOOD             USGS
 KM0440
 KM0440                          STATION DESCRIPTION
 KM0440
 KM0440'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 KM0440'NO TEXT.
 KM0440
 KM0440                          STATION RECOVERY (1962)
 KM0440
 KM0440'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 KM0440'STATION LOCATED ABOUT 2 MI. N. AND 5 MI. W. OF THE GLADE PARK POST
 KM0440'OFFICE.
 KM0440'
 KM0440'TO REACH FROM GLADE PARK POST OFFICE, PROCEED N. ALONG GRAVEL RD.
 KM0440'0.55 MI. TO T-RD. W., THENCE WESTERLY 7.6 MI. ALONG MAIN RD. TO A
 KM0440'T-INTERSECTION, THENCE LEFT, S. AND W., 0.4 MI. TO A WIRE GATE AND
 KM0440'N-S. FENCE, THENCE LEFT THRU GATE FOLLOWING FENCE LINE 0.5 MI. TO
 KM0440'TOP OF RIDGE AND STATION SITE, 54 FT. W. OF FENCE LINE, 8 FT. N. AND
 KM0440'10 FT. W. OF A LONE CEDAR TREE.
 KM0440'
 KM0440'STATION MARK--STANDARD TABLET SET IN A 7 X 7 X 36 IN. EMBEDDED
 KM0440'LIMESTONE BOULDER, FLUSH WITH GROUND, STAMPED ---CLARK ET 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8175 ***********************************************************************
 AH8175  DESIGNATION -  CLARK
 AH8175  PID         -  AH8175
 AH8175  STATE/COUNTY-  CO/SAN MIGUEL
 AH8175  USGS QUAD   -  MOUNT WILSON (1953)
 AH8175
 AH8175                         *CURRENT SURVEY CONTROL
 AH8175  ___________________________________________________________________
 AH8175* NAD 83(1992)-  37 50 30.65305(N)    107 53 05.13563(W)     ADJUSTED  
 AH8175* NAVD 88     -      2902.5    (meters)    9523.     (feet)  GPS OBS   
 AH8175  ___________________________________________________________________
 AH8175  X           -  -1,549,489.788 (meters)                     COMP
 AH8175  Y           -  -4,801,679.149 (meters)                     COMP
 AH8175  Z           -   3,893,367.139 (meters)                     COMP
 AH8175  LAPLACE CORR-           7.67  (seconds)                    DEFLEC99
 AH8175  ELLIP HEIGHT-        2886.57  (meters)          (12/03/02) GPS OBS
 AH8175  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 AH8175
 AH8175  HORZ ORDER  -  FIRST
 AH8175  ELLP ORDER  -  FOURTH    CLASS II
 AH8175
 AH8175.The horizontal coordinates were established by GPS observations
 AH8175.and adjusted by the National Geodetic Survey in March 1999..
 AH8175
 AH8175.The orthometric height was determined by GPS observations and a
 AH8175.high-resolution geoid model.
 AH8175
 AH8175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8175
 AH8175.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8175
 AH8175.The ellipsoidal height was determined by GPS observations
 AH8175.and is referenced to NAD 83.
 AH8175
 AH8175.The geoid height was determined by GEOID03.
 AH8175
 AH8175;                    North         East     Units Scale Factor Converg.
 AH8175;SPC CO S     -   437,906.048   704,527.730   MT  0.99994541   -1 27 45.9
 AH8175;SPC CO S     - 1,436,696.76  2,311,438.06   sFT  0.99994541   -1 27 45.9
 AH8175;UTM  13      - 4,192,190.219   246,156.064   MT  1.00039373   -1 46 14.5
 AH8175
 AH8175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8175!SPC CO S     -   0.99954725  x   0.99994541  =   0.99949269
 AH8175!UTM  13      -   0.99954725  x   1.00039373  =   0.99994080
 AH8175
 AH8175                          SUPERSEDED SURVEY CONTROL
 AH8175
 AH8175  ELLIP H (03/16/99) 2886.59   (m)                       GP(       ) 4 1
 AH8175
 AH8175.Superseded values are not recommended for survey control.
 AH8175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8175.See file dsdata.txt to determine how the superseded data were derived.
 AH8175
 AH8175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB4615692190(NAD 83)
 AH8175_MARKER: DH = HORIZONTAL CONTROL DISK
 AH8175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8175_STAMPING: CLARK 1997
 AH8175_MARK LOGO: NGS   
 AH8175_PROJECTION: FLUSH
 AH8175_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH8175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8175+STABILITY: SURFACE MOTION
 AH8175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8175+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH8175
 AH8175  HISTORY     - Date     Condition        Report By
 AH8175  HISTORY     - 1997     MONUMENTED       NGS
 AH8175
 AH8175                          STATION DESCRIPTION
 AH8175
 AH8175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AH8175'THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) SOUTHWEST FOR THE TOWN OF
 AH8175'ALTA, 2.4 MI (3.9 KM) NORTH-NORTHEAST FROM LIZARD HEAD PASS AND 0.15
 AH8175'MI (0.24 KM) SOUTH OF THE MATTERHORN RANGER STATION, AT STATE HIGHWAY
 AH8175'MILEPOST 62.05.  OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION
 AH8175'RIGHT-OF-WAY TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AH8175'HIGHWAY 145 AND STATE HIGHWAY 145 SPUR (THE ROAD TO TELLURIDE) , GO
 AH8175'SOUTH ON STATE HIGHWAY 145 FOR 9.1 MI (14.6 KM) TO THE MATTERHORN
 AH8175'RANGER STATION. CONTINUE AHEAD, SOUTH, FOR 0.15 MI (0.24 KM) TO THE
 AH8175'STATION ON THE LEFT THE MARK IS A STANDARD DISK SET INTO THE TOP OF A
 AH8175'ROUND 30 CM CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 10.9 M (35.8
 AH8175'FT) EAST FROM THE CENTER LINE OF STATE HIGHWAY 145, 3.9 M (12.8 FT)
 AH8175'SOUTH-SOUTHWEST FROM A REBAR WITH CAP STAMPED--TEL 5 USFS--, 1.1 M
 AH8175'(3.6 FT) WEST FROM AN OLD RIGHT-OF-WAY FENCE, 0.6 M (2.0 FT) SOUTH
 AH8175'FROM A WITNESS POST, 0.5 M (1.6 FT) NORTH-NORTHEAST FROM A WITNESS
 AH8175'POST AND ABOUT 45 CM BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0391 ***********************************************************************
 JM0391  DESIGNATION -  CLAY
 JM0391  PID         -  JM0391
 JM0391  STATE/COUNTY-  CO/MONTROSE
 JM0391  USGS QUAD   -  HOTCHKISS RESERVOIR (1972)
 JM0391
 JM0391                         *CURRENT SURVEY CONTROL
 JM0391  ___________________________________________________________________
 JM0391* NAD 83(1992)-  38 11 52.12860(N)    108 07 04.83359(W)     ADJUSTED  
 JM0391* NAVD 88     -      2544.7    (meters)    8349.     (feet)  VERTCON   
 JM0391  ___________________________________________________________________
 JM0391  LAPLACE CORR-           9.52  (seconds)                    DEFLEC99
 JM0391  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 JM0391
 JM0391  HORZ ORDER  -  SECOND
 JM0391
 JM0391.The horizontal coordinates were established by classical geodetic methods
 JM0391.and adjusted by the National Geodetic Survey in January 1993..
 JM0391
 JM0391.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0391
 JM0391.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0391
 JM0391.The geoid height was determined by GEOID03.
 JM0391
 JM0391;                    North         East     Units Scale Factor Converg.
 JM0391;SPC CO S     -   477,949.374   685,112.605   MT  0.99996549   -1 36 21.0
 JM0391;SPC CO S     - 1,568,072.24  2,247,740.27   sFT  0.99996549   -1 36 21.0
 JM0391;UTM  12      - 4,231,690.086   752,375.164   MT  1.00038450   +1 46 59.2
 JM0391
 JM0391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0391!SPC CO S     -   0.99960349  x   0.99996549  =   0.99956899
 JM0391!UTM  12      -   0.99960349  x   1.00038450  =   0.99998784
 JM0391
 JM0391:                Primary Azimuth Mark                     Grid Az
 JM0391:SPC CO S     -  CLAY AZ MK                               073 44 53.9
 JM0391:UTM  12      -  CLAY AZ MK                               070 21 33.7
 JM0391
 JM0391|---------------------------------------------------------------------|
 JM0391| PID    Reference Object                     Distance      Geod. Az  |
 JM0391|                                                           dddmmss.s |
 JM0391| CM6277 CLAY AZ MK                                         0720832.9 |
 JM0391| CM6279 CLAY RM 2                            22.968 METERS 28120     |
 JM0391| CM6278 CLAY RM 1                            10.395 METERS 34508     |
 JM0391|---------------------------------------------------------------------|
 JM0391
 JM0391                          SUPERSEDED SURVEY CONTROL
 JM0391
 JM0391  NAD 83(1986)-  38 11 52.12344(N)    108 07 04.82274(W) AD(       ) 2
 JM0391  NAD 27      -  38 11 52.15260(N)    108 07 02.56220(W) AD(       ) 2
 JM0391  NGVD 29 (07/19/86) 2543.3    (m)         8344.     (f) VERT ANG       
 JM0391
 JM0391.Superseded values are not recommended for survey control.
 JM0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0391.See file dsdata.txt to determine how the superseded data were derived.
 JM0391
 JM0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH5237531690(NAD 83)
 JM0391_MARKER: DS = TRIANGULATION STATION DISK
 JM0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0391
 JM0391  HISTORY     - Date     Condition        Report By
 JM0391  HISTORY     - 1958     MONUMENTED       CGS
 JM0391  HISTORY     - 1969     GOOD             USFS
 JM0391  HISTORY     - 1981     GOOD             BLM
 JM0391  HISTORY     - 1983     GOOD             BLM
 JM0391
 JM0391                          STATION DESCRIPTION
 JM0391
 JM0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 JM0391'STATION IS LOCATED ON THE SUMMIT OF A LOW BRUSHY HILL ON THE
 JM0391'NORTH SIDE OF AN EAST-WEST GRADED ROAD, ABOUT 10 MILES SOUTH
 JM0391'OF THE SILESCA RANGER STATION AND 2 MILES EAST OF THE
 JM0391'CLAY CREEK GUARD STATION.
 JM0391'
 JM0391'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 550 AND STATE
 JM0391'HIGHWAY 62 ABOUT 1/2 MILE EAST OF RIDGEWAY, GO WEST ON HIGHWAY
 JM0391'62 FOR 11.7 MILES TO THE SUMMIT OF DALLAS DIVIDE, CONTINUE WEST
 JM0391'ON HIGHWAY 62 FOR 3.2 MILES TO A SIDE ROAD RIGHT, TURN RIGHT,
 JM0391'NORTH, ON GRADED ROAD FOR 4.2 MILES TO A SIDE ROAD LEFT, CONTINUE
 JM0391'STRAIGHT AHEAD FOR 3.5 MILES TO A T-JUNCTION, TURN RIGHT,
 JM0391'NORTH, FOR 2.8 MILES TO A T-JUNCTION, TURN LEFT, WEST, FOR
 JM0391'3.2 MILES TO A FORK, TAKE LEFT FORK SOUTHWESTERLY FOR 3.5
 JM0391'MILES TO A 24-INCH PINE TREE WITH A TRIANGLE ON ITS NORTH
 JM0391'SIDE AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE ON GRADED
 JM0391'ROAD FOR 0.1 MILE TO A TRACK ROAD RIGHT, TURN RIGHT,
 JM0391'NORTHWESTERLY, FOR 0.1 MILE TO THE TOP OF A LOW HILL, TURN LEFT,
 JM0391'SOUTH, LEAVING TRACK ROAD FOR 0.1 MILE TO THE STATION.
 JM0391'
 JM0391'STATION MARKS ARE STANDARD DISKS, STAMPED CLAY 1958.  THE
 JM0391'SURFACE MARK IS SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE
 JM0391'POST PROJECTING 3 INCHES.  IT IS 298 FEET SOUTH OF THE CENTER
 JM0391'OF THE TRACK ROAD.  A WHITE WITNESS POST WAS SET 3 FEET
 JM0391'SOUTHEAST OF THE MARK.  THE UNDERGROUND MARK WAS SET IN AN
 JM0391'IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE GROUND SURFACE.
 JM0391'
 JM0391'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CLAY NO 1 1958,
 JM0391'CEMENTED IN A DRILL HOLE IN AN EXPOSED AREA OF BEDROCK 2 X 3
 JM0391'FEET AND PROJECTING 8 INCHES.  IT IS 264 FEET SOUTH OF THE
 JM0391'CENTER OF THE TRACK ROAD AND 36 FEET NORTH-NORTHWEST OF THE
 JM0391'WHITE WITNESS POST.
 JM0391'
 JM0391'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED CLAY NO 2 1958,
 JM0391'CEMENTED IN A DRILL HOLE IN AN EXPOSED AREA OF BEDROCK 1 X 2
 JM0391'FEET AND PROJECTING 5 INCHES.  IT IS 274 FEET SOUTH OF THE
 JM0391'CENTER OF THE TRACK ROAD AND 78 FEET NORTH-NORTHEAST OF THE
 JM0391'WITNESS POST.
 JM0391'
 JM0391'AZIMUTH MARK IS A STANDARD DISK, STAMPED CLAY 1958, CEMENTED
 JM0391'IN A DRILL HOLE IN AN EXPOSED AREA OF BEDROCK 4 X 6 INCHES
 JM0391'AND PROJECTING 1 INCH.  IT IS 26 FEET SOUTH OF THE CENTER OF
 JM0391'THE GRADED ROAD AND 6 FEET SOUTHEAST OF THE TRIANGLE BLAZE
 JM0391'ON THE NORTH SIDE OF A 24-INCH PINE TREE.  A WHITE WITNESS POST
 JM0391'WAS SET 3 FEET NORTH OF THE MARK.
 JM0391
 JM0391                          STATION RECOVERY (1969)
 JM0391
 JM0391'RECOVERY NOTE BY US FOREST SERVICE 1969 (AWH)
 JM0391'ALL MARKS FOUND IN GOOD CONDITION AS DESCRIBED.
 JM0391
 JM0391                          STATION RECOVERY (1981)
 JM0391
 JM0391'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1981 (JF)
 JM0391'CLAY 1958 RECOVERED GOOD.
 JM0391'
 JM0391'REF. MARK 1 RECOVERED - OK.
 JM0391'
 JM0391'REF. MARK 2 RECOVERED - OK.  THE DIRECTION TO REF. MARK 2 SHOULD
 JM0391'READ WEST-NORTHWEST RATHER THAN NORTH-NORTHEAST.
 JM0391'
 JM0391'AZIMUTH MARK RECOVERED - OK.
 JM0391
 JM0391                          STATION RECOVERY (1983)
 JM0391
 JM0391'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1983 (SRW)
 JM0391'CLAY STATION MARK 1958 RECOVERED GOOD.
 JM0391'
 JM0391'CLAY NO 1 1958 RECOVERED GOOD.
 JM0391'
 JM0391'CLAY NO 2 1958 RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5143 ***********************************************************************
 AC5143  DESIGNATION -  CLAYMINE
 AC5143  PID         -  AC5143
 AC5143  STATE/COUNTY-  CO/PUEBLO
 AC5143  USGS QUAD   -  GRANEROS FLATS (1970)
 AC5143
 AC5143                         *CURRENT SURVEY CONTROL
 AC5143  ___________________________________________________________________
 AC5143* NAD 83(1992)-  37 54 38.66168(N)    104 42 28.32314(W)     ADJUSTED  
 AC5143* NAVD 88     -      1746.0    (meters)    5728.     (feet)  GPS OBS   
 AC5143  ___________________________________________________________________
 AC5143  X           -  -1,279,580.507 (meters)                     COMP
 AC5143  Y           -  -4,874,743.584 (meters)                     COMP
 AC5143  Z           -   3,898,693.533 (meters)                     COMP
 AC5143  LAPLACE CORR-          -8.76  (seconds)                    DEFLEC99
 AC5143  ELLIP HEIGHT-        1727.71  (meters)          (12/03/02) GPS OBS
 AC5143  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 AC5143
 AC5143  HORZ ORDER  -  FIRST
 AC5143  ELLP ORDER  -  FOURTH    CLASS II
 AC5143
 AC5143.The horizontal coordinates were established by GPS observations
 AC5143.and adjusted by the National Geodetic Survey in January 1997..
 AC5143
 AC5143.The orthometric height was determined by GPS observations and a
 AC5143.high-resolution geoid model.
 AC5143
 AC5143.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5143
 AC5143.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5143
 AC5143.The ellipsoidal height was determined by GPS observations
 AC5143.and is referenced to NAD 83.
 AC5143
 AC5143.The geoid height was determined by GEOID03.
 AC5143
 AC5143;                    North         East     Units Scale Factor Converg.
 AC5143;SPC CO S     -   443,168.319   984,056.442   MT  0.99994629   +0 29 09.2
 AC5143;SPC CO S     - 1,453,961.39  3,228,525.18   sFT  0.99994629   +0 29 09.2
 AC5143;UTM  13      - 4,195,951.666   525,679.534   MT  0.99960812   +0 10 46.2
 AC5143
 AC5143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5143!SPC CO S     -   0.99972897  x   0.99994629  =   0.99967527
 AC5143!UTM  13      -   0.99972897  x   0.99960812  =   0.99933719
 AC5143
 AC5143                          SUPERSEDED SURVEY CONTROL
 AC5143
 AC5143  ELLIP H (01/17/97) 1727.71   (m)                       GP(       ) 1 1
 AC5143
 AC5143.Superseded values are not recommended for survey control.
 AC5143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5143.See file dsdata.txt to determine how the superseded data were derived.
 AC5143
 AC5143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB2568095952(NAD 83)
 AC5143_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5143_SETTING: 66 = SET IN ROCK OUTCROP
 AC5143_STAMPING: CLAYMINE 1995
 AC5143_MARK LOGO: NGS   
 AC5143_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 AC5143_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC5143+STABILITY: POSITION/ELEVATION WELL
 AC5143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5143+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5143
 AC5143  HISTORY     - Date     Condition        Report By
 AC5143  HISTORY     - 1995     MONUMENTED       NGS
 AC5143
 AC5143                          STATION DESCRIPTION
 AC5143
 AC5143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RCS)
 AC5143'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) EAST-SOUTHEAST OF
 AC5143'COLORADO CITY, 3.45 MI (5.55 KM) WEST-NORTHWEST OF WHERE THE HUERFANO
 AC5143'RIVER ENTERS PUEBLO COUNTY AND 0.9 MI (1.4 KM) NORTH OF THE
 AC5143'PUEBLO-HUERFANO COUNTY LINE, IN THE SOUTHEAST 1/4 OF SECTION 31, T 24
 AC5143'S, R 65 W.  OWNERSHIP--JAMES G. AND BESSIE ARMSTRONG, 420 S. FAIRWAY
 AC5143'DRIVE PUEBLO WEST, CO 81007 (719)547-2216. TO REACH THE STATION FROM
 AC5143'INTERSTATE 25 AND ABBEY ROAD, EXIT 77, GO 0.05 MI (0.08 KM) SOUTH TO A
 AC5143'STOP SIGN AND THE EASTERN FRONTAGE ROAD. TURN RIGHT, SOUTHEASTERLY, ON
 AC5143'FRONTAGE ROAD FOR 3.2 MI (5.1 KM) TO A SIDE ROAD LEFT, CEDARWOOD ROAD.
 AC5143'TURN LEFT, EAST, ON CEDARWOOD ROAD FOR 2.5 MI (4.0 KM) TO A SIDE ROAD
 AC5143'RIGHT, PICKNEY ROAD.  CONTINUE AHEAD, EAST FOR 2.1 MI (3.4 KM) TO AN
 AC5143'OFFSET INTERSECTION OF CLAYMINE ROAD TO THE SOUTH AND WOLFENBERGER
 AC5143'ROAD TO NORTH. TURN RIGHT, SOUTH FOR 2.1 MI (3.4 KM) TO THE STATION ON
 AC5143'THE LEFT IN A ROCK OUTCROP. THE MARK IS A STANDARD DISK SET IN A DRILL
 AC5143'HOLE IN A ROCK OUTCROP ABOUT 10 CM ABOVE THE GROUND.  IT IS 47.6 M
 AC5143'(156.2 FT) WEST OF A POWER POLE WITH GUY WIRES THAT CARRIES POWER TO A
 AC5143'SMALL HOUSE ON THE WEST SIDE OF THE ROAD, 17.8 M (58.4 FT) NORTHEAST
 AC5143'OF THE CENTER OF A DIRT ROAD, 1.9 M (6.2 FT) NORTH OF A WITNESS POST
 AC5143'AND ON THE SOUTHWEST SIDE OF A ROCK OUTCROP WITH JUNIPER TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4845 ***********************************************************************
 AB4845  DESIGNATION -  CLBENSON
 AB4845  PID         -  AB4845
 AB4845  STATE/COUNTY-  CO/LOGAN
 AB4845  USGS QUAD   -  BUFFALO SPRINGS RANCH NE (1984)
 AB4845
 AB4845                         *CURRENT SURVEY CONTROL
 AB4845  ___________________________________________________________________
 AB4845* NAD 83(1992)-  40 26 12.42544(N)    103 05 00.98533(W)     ADJUSTED  
 AB4845* NAVD 88     -      1398.7    (meters)    4589.     (feet)  GPS OBS   
 AB4845  ___________________________________________________________________
 AB4845  X           -  -1,100,723.420 (meters)                     COMP
 AB4845  Y           -  -4,736,215.150 (meters)                     COMP
 AB4845  Z           -   4,115,913.783 (meters)                     COMP
 AB4845  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 AB4845  ELLIP HEIGHT-        1378.62  (meters)          (12/03/02) GPS OBS
 AB4845  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 AB4845
 AB4845  HORZ ORDER  -  FIRST
 AB4845  ELLP ORDER  -  FOURTH    CLASS II
 AB4845
 AB4845.The horizontal coordinates were established by GPS observations
 AB4845.and adjusted by the National Geodetic Survey in July 1996..
 AB4845
 AB4845.The orthometric height was determined by GPS observations and a
 AB4845.high-resolution geoid model.
 AB4845
 AB4845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4845
 AB4845.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4845
 AB4845.The ellipsoidal height was determined by GPS observations
 AB4845.and is referenced to NAD 83.
 AB4845
 AB4845.The geoid height was determined by GEOID03.
 AB4845
 AB4845;                    North         East     Units Scale Factor Converg.
 AB4845;SPC CO N     -   430,111.765 1,119,393.057   MT  0.99996210   +1 33 40.7
 AB4845;SPC CO N     - 1,411,125.02  3,672,542.05   sFT  0.99996210   +1 33 40.7
 AB4845;UTM  13      - 4,478,001.354   662,540.561   MT  0.99992521   +1 14 35.7
 AB4845
 AB4845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4845!SPC CO N     -   0.99978378  x   0.99996210  =   0.99974589
 AB4845!UTM  13      -   0.99978378  x   0.99992521  =   0.99970901
 AB4845
 AB4845                          SUPERSEDED SURVEY CONTROL
 AB4845
 AB4845  ELLIP H (10/08/96) 1378.65   (m)                       GP(       ) 1 1
 AB4845  ELLIP H (07/08/96) 1378.90   (m)                       GP(       ) 1 1
 AB4845
 AB4845.Superseded values are not recommended for survey control.
 AB4845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4845.See file dsdata.txt to determine how the superseded data were derived.
 AB4845
 AB4845_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE6254178001(NAD 83)
 AB4845_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4845_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AB4845_STAMPING: CLBENSON 1995
 AB4845_MARK LOGO: NGS   
 AB4845_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AB4845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB4845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4845+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4845
 AB4845  HISTORY     - Date     Condition        Report By
 AB4845  HISTORY     - 1995     MONUMENTED       MSAM
 AB4845
 AB4845                          STATION DESCRIPTION
 AB4845
 AB4845'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 AB4845'STATION IS LOCATED ABOUT 15 MILES (24.1 KM) SOUTHEAST OF STERLING, IN
 AB4845'THE SE 1/4 SEC.  32, T.  6 N., R.  51 W.  TO REACH FROM EXIT 125 ON
 AB4845'I-76, GO EAST ON US 6 FOR 0.2 MILES (0.3 KM) TO SH 61, GO SOUTH ON SH
 AB4845'61 FOR 5.1 MILES (8.2 KM) TO COUNTY ROAD 53, GO SOUTH ON COUNTY ROAD
 AB4845'53 FOR 11.2 MILES (18.0 KM) TO THE STATION ON THE RIGHT (WEST) .  THE
 AB4845'STATION IS A STANDARD DISK SET IN A MASS OF CONCRETE, IT IS 34 FT
 AB4845'(10.4 M) NORTHEAST OF A GUY POLE, 28 FT (8.5 M) WEST OF THE CENTER OF
 AB4845'COUNTY ROAD 53, ON AN EXTENSION OF THE CENTER OF COUNTY ROAD 2, 5 FT
 AB4845'(1.5 M) NORTH OF A FIBERGLASS WITNESS POST, 4 FT (1.2 M) SOUTH OF A
 AB4845'FIBERGLASS WITNESS POST (NOAA) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1240 ***********************************************************************
 LL1240  DESIGNATION -  CLEVELAND
 LL1240  PID         -  LL1240
 LL1240  STATE/COUNTY-  CO/WELD
 LL1240  USGS QUAD   -  FREDERICK (1994)
 LL1240
 LL1240                         *CURRENT SURVEY CONTROL
 LL1240  ___________________________________________________________________
 LL1240* NAD 83(1992)-  40 05 44.20553(N)    104 54 22.26914(W)     ADJUSTED  
 LL1240* NAVD 88     -      1556.7    (meters)    5107.     (feet)  VERTCON   
 LL1240  ___________________________________________________________________
 LL1240  X           -  -1,257,131.738 (meters)                     COMP
 LL1240  Y           -  -4,722,596.446 (meters)                     COMP
 LL1240  Z           -   4,087,103.766 (meters)                     COMP
 LL1240  LAPLACE CORR-          -6.93  (seconds)                    DEFLEC99
 LL1240  ELLIP HEIGHT-        1539.06  (meters)          (12/03/02) GPS OBS
 LL1240  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 LL1240
 LL1240  HORZ ORDER  -  THIRD
 LL1240  ELLP ORDER  -  FOURTH    CLASS II
 LL1240
 LL1240.The horizontal coordinates were established by classical geodetic methods
 LL1240.and adjusted by the National Geodetic Survey in December 2002..
 LL1240
 LL1240.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1240
 LL1240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1240
 LL1240.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1240
 LL1240.The ellipsoidal height was determined by GPS observations
 LL1240.and is referenced to NAD 83.
 LL1240
 LL1240.The geoid height was determined by GEOID03.
 LL1240
 LL1240;                    North         East     Units Scale Factor Converg.
 LL1240;SPC CO N     -   389,606.023   965,036.733   MT  0.99996049   +0 23 01.3
 LL1240;SPC CO N     - 1,278,232.43  3,166,124.68   sFT  0.99996049   +0 23 01.3
 LL1240;UTM  13      - 4,438,373.592   507,996.766   MT  0.99960079   +0 03 37.5
 LL1240
 LL1240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1240!SPC CO N     -   0.99975862  x   0.99996049  =   0.99971912
 LL1240!UTM  13      -   0.99975862  x   0.99960079  =   0.99935950
 LL1240
 LL1240:                Primary Azimuth Mark                     Grid Az
 LL1240:SPC CO N     -  CLEVELAND AZ MK                          190 54 59.4
 LL1240:UTM  13      -  CLEVELAND AZ MK                          191 14 23.2
 LL1240
 LL1240|---------------------------------------------------------------------|
 LL1240| PID    Reference Object                     Distance      Geod. Az  |
 LL1240|                                                           dddmmss.s |
 LL1240| CR8242 CLEVELAND AZ MK                                    1911800.7 |
 LL1240| LL1410 ERIE MAST                           APPROX. 9.7 KM 2384448.4 |
 LL1240|---------------------------------------------------------------------|
 LL1240
 LL1240                          SUPERSEDED SURVEY CONTROL
 LL1240
 LL1240  NAD 83(1992)-  40 05 44.19926(N)    104 54 22.27539(W) AD(       ) 3
 LL1240  ELLIP H (01/07/93) 1539.05   (m)                       GP(       ) 4 2
 LL1240  NAD 83(1986)-  40 05 44.18602(N)    104 54 22.27473(W) AD(       ) 3
 LL1240  NAD 27      -  40 05 44.24359(N)    104 54 20.36127(W) AD(       ) 3
 LL1240  NGVD 29 (07/20/87) 1555.8    (m)         5104.     (f) GPS OBS        
 LL1240
 LL1240.Superseded values are not recommended for survey control.
 LL1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1240.See file dsdata.txt to determine how the superseded data were derived.
 LL1240
 LL1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE0799738374(NAD 83)
 LL1240_MARKER: DD = SURVEY DISK
 LL1240_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LL1240_SP_SET: METAL PIPE IMBEDDED IN GROUND
 LL1240_STAMPING: CLEVELAND 1948
 LL1240_MARK LOGO: USGS  
 LL1240_MAGNETIC: P = MARKER IS A STEEL PIPE
 LL1240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1240+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 LL1240
 LL1240  HISTORY     - Date     Condition        Report By
 LL1240  HISTORY     - 1948     MONUMENTED       USGS
 LL1240  HISTORY     - 1948     GOOD             USGS
 LL1240  HISTORY     - 19840905 GOOD
 LL1240  HISTORY     - 1986     GOOD             NGS
 LL1240  HISTORY     - 19860811 GOOD             NGS
 LL1240  HISTORY     - 20060911 GOOD             INDIV
 LL1240
 LL1240                          STATION DESCRIPTION
 LL1240
 LL1240'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (HM)
 LL1240'STATION IS LOCATED 5.2 MI. W. OF FT. LUPTON, ON A BROAD FLAT RIDGE,
 LL1240'LOCATED IN SEC. 32, T 2 N, R 67 W.
 LL1240'
 LL1240'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 85 AND STATE ROUTE 52
 LL1240'AT FT. LUPTON, PROCEED W. ON STATE ROUTE 52 FOR 5.2 MI. TO A POINT
 LL1240'ABOUT 100 FT. W. OF CURVE IN HIGHWAY TO W., ON W. SIDE OF CULVERT
 LL1240'OVER IRRIGATION DITCH, TURN RIGHT THROUGH GAP IN FENCE AND PROCEED N.
 LL1240'ACROSS FIELD 0.6 MI. TO TOP OF RIDGE AND STATION.  STATION IS 259 FT.
 LL1240'W. OF N-S. FENCE LINE AND 281 FT. N. OF E-W. FENCE.
 LL1240'
 LL1240'STATION MARK--IRON POST WITH STANDARD CAP, RESTAMPED ---CLEVELAND
 LL1240'1948---.
 LL1240'
 LL1240'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED
 LL1240'---CLEVELAND NO. 1 1948---, SET IN CONCRETE POST, IN N-S. FENCE LINE,
 LL1240'259.30 FT. FROM STATION MARK, N 86 DEG 04 MIN W.
 LL1240'
 LL1240'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED
 LL1240'---CLEVELAND NO. 2 1948---, SET IN CONCRETE POST, IN E-W. FENCE LINE,
 LL1240'281.10 FT. FROM STATION MARK, N 02 DEG 52 MIN W.
 LL1240
 LL1240                          STATION RECOVERY (1984)
 LL1240
 LL1240'RECOVERED 1984
 LL1240'RECOVERED IN GOOD CONDITION.
 LL1240
 LL1240                          STATION RECOVERY (1986)
 LL1240
 LL1240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (MCG)
 LL1240'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 LL1240'THE MARK WAS RECOVERED IN GOOD CONDITION.
 LL1240
 LL1240                          STATION RECOVERY (1986)
 LL1240
 LL1240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (CLN)
 LL1240'THIS STATION WAS REPOSITIONED BY NGS USING THE GPS SYSTEM.  REFERENCE
 LL1240'MARKS AND AN AZIMUTH MARK WERE SET AT THIS TIME.  THE STATION IS
 LL1240'LOCATED ABOUT 8.4 KM (5.20 MI) WEST OF FT.  LUPTON 3.2 KM (2.00 MI)
 LL1240'NORTHEAST OF DACONO 3.2 KM (2.00 MI) SOUTHEAST OF FIRESTONE 2.8 KM
 LL1240'(1.75 MI) EAST OF FREDRICK ON A BROAD FLAT RIDGE LOCATED IN SEC.32 T 2
 LL1240'N R 67 W.  TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 25
 LL1240'AND COLORADO STATE HIGHWAY 52 GO EAST ON STATE HIGHWAY 52 FOR 5.8 KM
 LL1240'(3.60 MI) TO A SIDE ROAD LEFT.  TURN LEFT NORTH ON WELD COUNTY ROAD 17
 LL1240'FOR 0.2 KM (0.10 MI) TO THE INTERSECTION OF COUNTY ROAD 14.  CONTINUE
 LL1240'AHEAD NORTH FOR 0.8 KM (0.50 MI) TO THE STATION ON THE LEFT ABOUT 100
 LL1240'M (328.1 FT) FROM THE ROAD AND SOUTHWEST OF A CONCRETE WATER TANK.
 LL1240' 
 LL1240'THE STATION IS A STANDARD USGS DISK STAMPED-- CLEVELAND 1948--, SET
 LL1240'INTO THE TOP OF A METAL PIPE 3 INCHES (7 CM) IN DIAMETER PROJECTING 6
 LL1240'INCHES (15 CM) ABOVE THE GROUND.  THE DISK HAS A LARGE HOLE DRILLED IN
 LL1240'THE TOP OF IT WHERE THE CENTER POINT SHOULD BE.  THE CENTER OF THE
 LL1240'HOLE WAS USED.  ANOTHER WITNESS POST WAS SET 1.4 M (4.6 FT) EAST OF
 LL1240'THE MARK.  LOCATED 82.9 METERS (272.0 FT) WEST FROM THE CENTER OF A
 LL1240'NORTH-SOUTH SECTION LINE ROAD.  78.0 METERS (255.9 FT) NORTH FROM THE
 LL1240'CENTER OF AN EAST-WEST FIELD ROAD.  36.9 METERS (121.1 FT)
 LL1240'WEST-SOUTHWEST FROM THE SOUTHEAST CORNER OF A CHAINLINK FENCE.  9.1
 LL1240'METERS (29.9 FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF A CHAINLINK
 LL1240'FENCE AND 1.4 METER (4.6 FT) EAST FROM A WITNESS POST.
 LL1240' 
 LL1240'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED--CLEVELAND USGS NO
 LL1240'1 1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30
 LL1240'CM) IN DIAMETER FLUSH WITH GROUND.  LOCATED 26.8 METERS (87.9 FT) WEST
 LL1240'FROM THE SOUTHEAST CORNER OF A CHAINLINK FENCE.  15.5 METERS (50.9 FT)
 LL1240'EAST FROM THE CORNER OF A CHAINKLINK FENCE.  0.3 METER (1.0 FT) SOUTH
 LL1240'FROM THE CHAINLINK FENCE.  0.5 METER (1.6 FT) WEST FROM A WITNESS POST
 LL1240'AND 1 FOOT (0.3 M) LOWER THAN THE STATION.
 LL1240' 
 LL1240'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED-- CLEVELAND USGS NO
 LL1240'2 1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30
 LL1240'CM) IN DIAMETER FLUSH WITH GROUND.  LOCATED 41.8 METERS (137.1 FT)
 LL1240'WEST FROM THE SOUTHEAST CORNER OF A CHAINLINK FENCE.  0.6 METER (2.0
 LL1240'FT) SOUTHEAST FROM THE SOUTHWEST CORNER OF A CHAINLINK FENCE.  0.5
 LL1240'METER (1.6 FT) EAST FROM A WITNESS POST.  0.3 METER (1.0 FT) SOUTH
 LL1240'FROM A CHAINLINK FENCE AND 0.3 METER (1.0 FT) LOWER THAN THE STATION.
 LL1240' 
 LL1240'AZIMUTH MARK NO 1 IS A STANDARD NGS DISK STAMPED--CLEVELAND USGS
 LL1240'1948--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 IN IN
 LL1240'DIAMETER PROJECTING 2 IN ABOVE THE GROUND. TO REACH THE AZIMUTH MARK
 LL1240'FROM THE INTERSECTION OF INTERSTATE 25 AND COLORADO STATE HIGHWAY 52
 LL1240'GO EAST ON STATE HIGHWAY 52 FOR 5.8 KM (3.60 MI) TO THE AZIMUTH MARK
 LL1240'ON THE LEFT.  LOCATED 45.7 M (149.9 FT) NORTHEAST FROM THE CENTERLINE
 LL1240'OF COLORADO STATE HIGHWAY 52 25.6 M (84.0 FT) WEST FROM THE CENTER OF
 LL1240'A CONCRETE LINED IRRIGATION DITCH 11.9 M (39.0 FT) NORTH FROM THE
 LL1240'CENTER OF AN EAST-WEST SECTION LINE ROAD NO. 14, 1.5 M (4.9 FT) WEST
 LL1240'FROM A POWER POLE NUMBER 145 0.6 M (2.0 FT) EAST FROM A WITNESS POST
 LL1240'AND 0.15 M (0.49 FT) SOUTH FROM THE NORTHERN RIGHT-OF-WAY FENCE.
 LL1240
 LL1240                          STATION RECOVERY (2006)
 LL1240
 LL1240'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (CDH)
 LL1240'CONCRETE TANK AS DESCRIBED ON PREVIOUS DESCRIPTION HAS BEEN REPLACED
 LL1240'WITH A COMPLEX OF SEVERAL TANKS. MONUMENT FALLS 12 FEET SOUTH OF THE
 LL1240'CHAIN LINK FENCE SURROUNDING THE WESTERLY TWO TANKS. WITNESS POSTS FOR
 LL1240'BOTH MONUMENT AND AZ 1 ARE CLEARLY VISIBLE FROM ADJACENT COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1353 ***********************************************************************
 JK1353  CBN         -  This is a Cooperative Base Network Control Station.
 JK1353  DESIGNATION -  CLEVENGER
 JK1353  PID         -  JK1353
 JK1353  STATE/COUNTY-  CO/PUEBLO
 JK1353  USGS QUAD   -  BUTTES (1994)
 JK1353
 JK1353                         *CURRENT SURVEY CONTROL
 JK1353  ___________________________________________________________________
 JK1353* NAD 83(1992)-  38 30 42.74138(N)    104 37 45.95637(W)     ADJUSTED  
 JK1353* NAVD 88     -      1587.16   (meters)    5207.2    (feet)  LEVELING  
 JK1353  ___________________________________________________________________
 JK1353  X           -  -1,262,447.233 (meters)                     COMP
 JK1353  Y           -  -4,836,423.202 (meters)                     COMP
 JK1353  Z           -   3,951,037.315 (meters)                     COMP
 JK1353  LAPLACE CORR-          -7.65  (seconds)                    DEFLEC99
 JK1353  ELLIP HEIGHT-        1568.36  (meters)          (10/21/02) GPS OBS
 JK1353  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 JK1353
 JK1353  HORZ ORDER  -  B
 JK1353  VERT ORDER  -  THIRD ?
 JK1353  ELLP ORDER  -  FOURTH    CLASS II
 JK1353
 JK1353.The horizontal coordinates were established by GPS observations
 JK1353.and adjusted by the National Geodetic Survey in May 1992..
 JK1353
 JK1353.The orthometric height was determined by differential leveling.
 JK1353.The vertical network tie was performed by a horz. field party for horz.
 JK1353.obs reductions. Reset procedures were used to establish the elevation.
 JK1353
 JK1353.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1353
 JK1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1353
 JK1353.The ellipsoidal height was determined by GPS observations
 JK1353.and is referenced to NAD 83.
 JK1353
 JK1353.The geoid height was determined by GEOID03.
 JK1353
 JK1353;                    North         East     Units Scale Factor Converg.
 JK1353;SPC CO S     -   509,950.990   990,331.449   MT  1.00001528   +0 32 02.4
 JK1353;SPC CO S     - 1,673,064.21  3,249,112.43   sFT  1.00001528   +0 32 02.4
 JK1353;SPC CO C     -   380,487.513   990,329.346   MT  0.99998841   +0 32 56.6
 JK1353;SPC CO C     - 1,248,316.12  3,249,105.53   sFT  0.99998841   +0 32 56.6
 JK1353;UTM  13      - 4,262,675.886   532,307.459   MT  0.99961285   +0 13 50.7
 JK1353
 JK1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1353!SPC CO S     -   0.99975398  x   1.00001528  =   0.99976925
 JK1353!SPC CO C     -   0.99975398  x   0.99998841  =   0.99974239
 JK1353!UTM  13      -   0.99975398  x   0.99961285  =   0.99936692
 JK1353
 JK1353                          SUPERSEDED SURVEY CONTROL
 JK1353
 JK1353  NAD 83(1986)-  38 30 42.73228(N)    104 37 45.95087(W) AD(       ) 3
 JK1353  ELLIP H (05/26/92) 1568.37   (m)                       GP(       ) 4 1
 JK1353  NGVD 29 (06/11/92) 1586.3    (m)         5204.     (f) GPS OBS        
 JK1353
 JK1353.Superseded values are not recommended for survey control.
 JK1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1353.See file dsdata.txt to determine how the superseded data were derived.
 JK1353
 JK1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC3230762676(NAD 83)
 JK1353_MARKER: I = METAL ROD
 JK1353_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JK1353_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JK1353_STAMPING: CLEVENGER 1991
 JK1353_MARK LOGO: NGS   
 JK1353_PROJECTION: PROJECTING 2 CENTIMETERS
 JK1353_MAGNETIC: I = MARKER IS A STEEL ROD
 JK1353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK1353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1353+SATELLITE: SATELLITE OBSERVATIONS - January 28, 1997
 JK1353_ROD/PIPE-DEPTH: 9.2  meters
 JK1353_SLEEVE-DEPTH  : 0.9 meters
 JK1353
 JK1353  HISTORY     - Date     Condition        Report By
 JK1353  HISTORY     - 1991     MONUMENTED       NGS
 JK1353  HISTORY     - 19911213 GOOD             NGS
 JK1353  HISTORY     - 19931007 GOOD             CODOT
 JK1353  HISTORY     - 19940312 GOOD             MSAM
 JK1353  HISTORY     - 19950105 GOOD             CODOT
 JK1353  HISTORY     - 19970128 GOOD             CODOT
 JK1353
 JK1353                          STATION DESCRIPTION
 JK1353
 JK1353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 JK1353'STATION IS LOCATED ABOUT 23 KM (14.3 MI) NORTH OF PUEBLO, 0.9 KM
 JK1353'(0.6 MI) SOUTH OF THE PUEBLO-EL PASO COUNTY LINE, ALONG INTERSTATE
 JK1353'HIGHWAY 25, AT EXIT 116, AT THE WEST RIGHT-OF-WAY FENCE, IN EAST
 JK1353'CENTRAL SECTION 2, T 18 S, R 65 W.  OWNERSHIP--STATE DEPARTMENT OF
 JK1353'TRANSPORTATION.
 JK1353'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 25, US HIGHWAY 50
 JK1353'WEST AND STATE HIGHWAY 47 EAST (EXIT 101) ON THE NORTH SIDE OF
 JK1353'PUEBLO, GO NORTH ON HIGHWAY 25 FOR 23.20 KM (14.42 MI) TO EXIT 116.
 JK1353'BEAR RIGHT ON RAMP, THEN LEFT UNDER HIGHWAY FOR 0.1 KM (0.1 MI) TO
 JK1353'WEST FRONTAGE ROAD ON THE LEFT.  TURN RIGHT, NORTH, ON DIM TRACK ROAD
 JK1353'FOR 20 M (65.6 FT) TO THE STATION ON THE LEFT.
 JK1353'STATION MARK IS A PUNCH HOLE SET TOP CENTER IN A STEEL ROD ENCASED IN
 JK1353'A PVC SLEEVE WITH LOGO CAP SET IN A 0.5 M (1.6 FT) CONCRETE POST
 JK1353'PROJECTING 2 CM.  IT IS 29.0 M (95.1 FT) WEST OF THE CENTER OF THE
 JK1353'SOUTHBOUND EXIT RAMP, 1.4 M (4.6 FT) EAST OF THE RIGHT-OF-WAY FENCE,
 JK1353'1.7 M (5.6 FT) SOUTHEAST OF A FENCE CORNER, 2.9 M (9.5 FT) SOUTHWEST
 JK1353'OF THE WEST GATEPOST TO A PASTURE, AND 1.2 M (3.9 FT) NORTH OF A
 JK1353'FIBERGLASS WITNESS POST.
 JK1353'DESCRIBED BY G.R.HEID
 JK1353
 JK1353                          STATION RECOVERY (1991)
 JK1353
 JK1353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JK1353'STATION IS LOCATED ABOUT 23 KM (14.3 MI) NORTH OF PUEBLO, 0.9 KM
 JK1353'(0.6 MI) SOUTH OF THE PUEBLO-EL PASO COUNTY LINE, ALONG INTERSTATE
 JK1353'HIGHWAY 25, AT EXIT 116, AT THE WEST RIGHT-OF-WAY FENCE.
 JK1353'OWNERSHIP--COLORADO STATE DEPARTMENT OF TRANSPORTATION.
 JK1353'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 25, U.S. HIGHWAY 50
 JK1353'WEST AND STATE HIGHWAY 47 EAST (EXIT 101) ON THE NORTH SIDE OF
 JK1353'PUEBLO, GO NORTH ON HIGHWAY 25 FOR 23.20 KM (14.42 MI) TO EXIT 116.
 JK1353'BEAR RIGHT ON RAMP, THEN LEFT UNDER HIGHWAY FOR 0.1 KM (0.1 MI) TO
 JK1353'THE WEST FRONTAGE ROAD ON THE LEFT.  TURN RIGHT, NORTH, ON DIM TRACK
 JK1353'ROAD FOR 20 M (65.6 FT) TO THE STATION ON THE LEFT.
 JK1353'STATION MARK IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 JK1353'2.5 CM GREASE FILLED PVC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 JK1353'PIPE WITH LOGO CAP SURROUNDED BY CONCRETE PROJECTING 2 CM. IT IS 29.0
 JK1353'M (95.1 FT) WEST FROM THE CENTER OF THE SOUTHBOUND EXIT RAMP, 1.4 M
 JK1353'(4.6 FT) EAST FROM THE RIGHT-OF-WAY FENCE, 1.7 M (5.6 FT) SOUTHEAST
 JK1353'FROM A FENCE CORNER, 2.9 M (9.5 FT) SOUTHWEST FROM THE WEST GATEPOST
 JK1353'TO A PASTURE AND 1.2 M (3.9 FT) NORTH FROM A FIBERGLASS WITNESS POST.
 JK1353
 JK1353                          STATION RECOVERY (1993)
 JK1353
 JK1353'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1993
 JK1353'RECOVERED IN GOOD CONDITION.
 JK1353
 JK1353                          STATION RECOVERY (1994)
 JK1353
 JK1353'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1994 (KCH)
 JK1353'RECOVERED AS DESCRIBED.
 JK1353
 JK1353                          STATION RECOVERY (1995)
 JK1353
 JK1353'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (MEL)
 JK1353'RECOVERED AS DESCRIBED.
 JK1353
 JK1353                          STATION RECOVERY (1997)
 JK1353
 JK1353'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 JK1353'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1355 ***********************************************************************
 LL1355  DESIGNATION -  CLIMBERS
 LL1355  PID         -  LL1355
 LL1355  STATE/COUNTY-  CO/BOULDER
 LL1355  USGS QUAD   -  MONARCH LAKE (1978)
 LL1355
 LL1355                         *CURRENT SURVEY CONTROL
 LL1355  ___________________________________________________________________
 LL1355* NAD 83(1992)-  40 01 10.80790(N)    105 38 58.80546(W)     ADJUSTED  
 LL1355* NAVD 88     -      4085.     (meters)   13402.     (feet)  SCALED    
 LL1355  ___________________________________________________________________
 LL1355  LAPLACE CORR-          -5.78  (seconds)                    DEFLEC99
 LL1355  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 LL1355
 LL1355  HORZ ORDER  -  FIRST
 LL1355
 LL1355.The horizontal coordinates were established by classical geodetic methods
 LL1355.and adjusted by the National Geodetic Survey in January 1993..
 LL1355
 LL1355.The orthometric height was scaled from a topographic map.
 LL1355
 LL1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1355
 LL1355.The geoid height was determined by GEOID03.
 LL1355
 LL1355;                    North         East     Units Scale Factor Converg.
 LL1355;SPC CO N     -   381,015.107   901,625.207   MT  0.99996493   -0 05 48.1
 LL1355;SPC CO N     - 1,250,047.06  2,958,082.03   sFT  0.99996493   -0 05 48.1
 LL1355;UTM  13      - 4,430,142.397   444,560.225   MT  0.99963784   -0 25 04.0
 LL1355
 LL1355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1355!SPC CO N     -   0.99936156  x   0.99996493  =   0.99932651
 LL1355!UTM  13      -   0.99936156  x   0.99963784  =   0.99899963
 LL1355
 LL1355|---------------------------------------------------------------------|
 LL1355| PID    Reference Object                     Distance      Geod. Az  |
 LL1355|                                                           dddmmss.s |
 LL1355| LL1356 ROCKY MTN BRASS PLATE CLUB            9.079 METERS 11222     |
 LL1355| CP6835 CLIMBERS RM 1                         4.486 METERS 14150     |
 LL1355| CP6834 CLIMBERS AZ MK                                     1645831.5 |
 LL1355| CP6836 CLIMBERS RM 2                         6.738 METERS 28306     |
 LL1355| LL1357 NORTH ARAPAHOE PEAK CAIRN           APPROX. 0.8 KM 3553739.1 |
 LL1355|---------------------------------------------------------------------|
 LL1355
 LL1355                          SUPERSEDED SURVEY CONTROL
 LL1355
 LL1355  NAD 83(1986)-  40 01 10.79982(N)    105 38 58.79902(W) AD(       ) 1
 LL1355  NAD 27      -  40 01 10.84900(N)    105 38 56.79000(W) AD(       ) 1
 LL1355
 LL1355.Superseded values are not recommended for survey control.
 LL1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1355.See file dsdata.txt to determine how the superseded data were derived.
 LL1355
 LL1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE4456030142(NAD 83)
 LL1355_MARKER: DS = TRIANGULATION STATION DISK
 LL1355_SETTING: 80 = SET IN A BOULDER
 LL1355_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LL1355
 LL1355  HISTORY     - Date     Condition        Report By
 LL1355  HISTORY     - 1939     MONUMENTED       CGS
 LL1355
 LL1355                          STATION DESCRIPTION
 LL1355
 LL1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ)
 LL1355'ON THE SOUTHERLY END OF THE TOP RIDGE OF ARAPAHO PEAK.  ABOUT
 LL1355'10 YARDS WEST OF A BRASS PLATE WHICH IS INSCRIBED THIS MARKER
 LL1355'PLACED BY THE ROCKY MOUNTAIN CLIMBERS CLUB.  THE PEAK BREAKS
 LL1355'SHARPLY TO THE NORTH AND EAST TO A GLACIER BELOW.  THE SOUTHERLY
 LL1355'SLOPE IS A LARGE STEEP BOULDER FIELD FOR ABOUT EIGHT HUNDRED
 LL1355'FEET TO A MEADOW.
 LL1355'
 LL1355'TO REACH THE STATION FROM THE JUNCTION OF COLORADO HIGHWAYS
 LL1355'NO. 7 AND 119 IN THE SOUTHERN PART OF THE CITY OF BOULDER.
 LL1355'GO WESTERLY ON COLORADO HIGHWAY NO. 119 FOR 17.4 MILES TO
 LL1355'JUNCTION OF STATE HIGHWAYS NO. 119 AND NO. 160 IN NEDERLAND.
 LL1355'KEEP ON STATE HIGHWAY NO. 119 FOR 0.4 MILES.  TURN RIGHT TOWARD
 LL1355'ELDORA AND GO 3.4 MILES.  HORSES MAY BE OBTAINED HERE.  CONTINUE
 LL1355'STRAIGHT AHEAD FOR 1.5 MILES TO ROAD FORK.  TAKE RIGHT FORK AS
 LL1355'INDICATED BY U.S. FOREST SERVICE SIGN CAMP PITTS AND ARAPAHO
 LL1355'PASS 9 MILES.  KEEP THIS MAIN ROAD 4.7 MILES, PASSING THROUGH
 LL1355'GATE AT 2.0 MILES AND BY AN OLD MINE DUMP AT 4.0 MILES TO
 LL1355'END OF TRUCK TRAVEL.  PACK STRAIGHT AHEAD FOR ABOUT 2 MILES
 LL1355'TO AN OLD MINE BUILDING IN MEADOW (FOURTH OF JULY MINE).
 LL1355'HERE THE STATION IS VISIBLE ON THE SKYLINE
 LL1355'N 20 DEG E.  TAKE RIGHT FORK AS INDICATED BY
 LL1355'SIGN ARAPAHO PEAK 1.6 MILES AND PACK NORTHEASTERLY AND
 LL1355'NORTHERLY UP A WELL DEFINED TRAIL TO TOP OF SECOND MEADOW
 LL1355'AND END OF HORSE TRAVEL.  THENCE PACK UP BOULDER FIELD ABOUT
 LL1355'HALF A MILE GAINING ABOUT 800 FEET IN ELEVATION TO TOP OF
 LL1355'PEAK AND STATION.  4-1/2 HOUR PACK OR TWO HOURS ON HORSES
 LL1355'AND 1 HOUR PACK.
 LL1355'
 LL1355'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 LL1355'IN A BOULDER, WITNESS MARK IS A BRASS PLATE SET.
 LL1355'
 LL1355'THE AZIMUTH MARK IS ABOUT 50 YARDS WEST OF THE TRAIL NEAR
 LL1355'SECOND CAIRN AFTER TOPPING OUT ON THE SECOND MEADOW.
 LL1355'
 LL1355'HEIGHT OF LIGHT ABOVE STATION MARK - 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0720 ***********************************************************************
 KL0720  DESIGNATION -  CLINETOP
 KL0720  PID         -  KL0720
 KL0720  STATE/COUNTY-  CO/GARFIELD
 KL0720  USGS QUAD   -  DEEP CREEK POINT (1987)
 KL0720
 KL0720                         *CURRENT SURVEY CONTROL
 KL0720  ___________________________________________________________________
 KL0720* NAD 83(1992)-  39 41 03.28367(N)    107 31 44.12038(W)     ADJUSTED  
 KL0720* NAVD 88     -      2862.9    (meters)    9393.     (feet)  VERTCON   
 KL0720  ___________________________________________________________________
 KL0720  LAPLACE CORR-          17.42  (seconds)                    DEFLEC99
 KL0720  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 KL0720
 KL0720  HORZ ORDER  -  SECOND
 KL0720
 KL0720.The horizontal coordinates were established by classical geodetic methods
 KL0720.and adjusted by the National Geodetic Survey in January 1993..
 KL0720
 KL0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0720
 KL0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0720
 KL0720.The geoid height was determined by GEOID03.
 KL0720
 KL0720;                    North         East     Units Scale Factor Converg.
 KL0720;SPC CO C     -   512,214.877   740,365.561   MT  0.99998765   -1 16 46.6
 KL0720;SPC CO C     - 1,680,491.64  2,429,016.01   sFT  0.99998765   -1 16 46.6
 KL0720;UTM  13      - 4,395,769.832   283,127.814   MT  1.00017909   -1 36 55.8
 KL0720
 KL0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0720!SPC CO C     -   0.99955327  x   0.99998765  =   0.99954092
 KL0720!UTM  13      -   0.99955327  x   1.00017909  =   0.99973228
 KL0720
 KL0720:                Primary Azimuth Mark                     Grid Az
 KL0720:SPC CO C     -  CLINETOP AZ MK                           025 36 29.1
 KL0720:UTM  13      -  CLINETOP AZ MK                           025 56 38.3
 KL0720
 KL0720|---------------------------------------------------------------------|
 KL0720| PID    Reference Object                     Distance      Geod. Az  |
 KL0720|                                                           dddmmss.s |
 KL0720| CM6286 CLINETOP AZ MK                                     0241942.5 |
 KL0720| CM6287 CLINETOP RM 1                        26.341 METERS 13039     |
 KL0720| KL0721 CASTLE                              APPROX.17.5 KM 1754743.3 |
 KL0720| CM6288 CLINETOP RM 2                        21.824 METERS 29403     |
 KL0720|---------------------------------------------------------------------|
 KL0720
 KL0720                          SUPERSEDED SURVEY CONTROL
 KL0720
 KL0720  NAD 83(1986)-  39 41 03.27888(N)    107 31 44.11792(W) AD(       ) 2
 KL0720  NAD 27      -  39 41 03.34600(N)    107 31 41.91900(W) AD(       ) 2
 KL0720  NGVD 29 (11/04/91) 2861.5    (m)         9388.     (f) VERT ANG       
 KL0720
 KL0720.Superseded values are not recommended for survey control.
 KL0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0720.See file dsdata.txt to determine how the superseded data were derived.
 KL0720
 KL0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD8312895770(NAD 83)
 KL0720_MARKER: DS = TRIANGULATION STATION DISK
 KL0720_SETTING: 66 = SET IN ROCK OUTCROP
 KL0720_SP_SET: SET IN ROCK OUTCROP
 KL0720_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0720+STABILITY: POSITION/ELEVATION WELL
 KL0720
 KL0720  HISTORY     - Date     Condition        Report By
 KL0720  HISTORY     - 1937     MONUMENTED       CGS
 KL0720  HISTORY     - 1959     GOOD             USGS
 KL0720
 KL0720                          STATION DESCRIPTION
 KL0720
 KL0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KL0720'STATION IS ABOUT 6 MILES DUE N OF NEW CASTLE, ON A TIMBERED
 KL0720'RIDGE THAT LIES JUST S OF HADLEY CREEK, AND IS ONE OF THE
 KL0720'RIDGES THAT RUN UP TO THE WHITE RIVER PLATEAU.  THERE IS
 KL0720'HIGHER AND HEAVILY TIMBERED GROUND TO THE N OF THE STATION.
 KL0720'
 KL0720'SURFACE, AND REFERENCE MARKS NO. 1 AND NO. 2, ARE STANDARD
 KL0720'DISKS WEDGED IN DRILL HOLES IN BOULDERS.
 KL0720'
 KL0720'UNDERGROUND AND AZIMUTH MARKS ARE STANDARD DISKS WEDGED IN
 KL0720'DRILL HOLES IN OUTCROPPING BEDROCK.
 KL0720'
 KL0720'STATION IS REACHED FROM NEW CASTLE BY TURNING N ON THE FIRST
 KL0720'STREET E OF THE BLACK CREEK BRIDGE, AT THE W END OF TOWN,
 KL0720'FOLLOWING THE MAIN-TRAVELED GRADED ROAD UP ELK CREEK FOR
 KL0720'13.8 MILES TO A FORK.  TAKE RIGHT FORK AND GO UP MAINE ELK
 KL0720'CREEK DIRT GRADED ROAD FOR 5.3 MILES TO END OF ROAD AT A WHITE
 KL0720'BOARD GATE ON THE LEFT AND AN OLD BRIDGE ON THE RIGHT.  THIS
 KL0720'IS THE END OF TRUCK TRAVEL.  FROM HERE CROSS BRIDGE AND FOLLOW
 KL0720'TRAIL UP LANE TO TRAIL FORK.  A SIGN HERE POINTS LEFT AND
 KL0720'READS CLINETOP CAMP.  TAKE RIGHT FORK AND FOLLOW UP WELL
 KL0720'TRAVELED STEEP TRAIL EASTERLY AND THEN N TO THE REMAINS OF
 KL0720'AN OLD LOG CABIN ON THE LEFT, NEAR THE TOP OF THE MAIN
 KL0720'RIDGE.  LEAVE MAIN TRAIL, PASS CABIN ON LEFT AND GO W UP A
 KL0720'STEEP GRADE ON A DIM TRAIL ABOUT 75 YARDS TO AN OPEN
 KL0720'GLADE.  THENCE LEFT AND HEAD SOUTHERLY ABOUT 200 YARDS TO
 KL0720'STATION SITE IN A GROVE OF SMALL QUAKING ASPENS, ON THE
 KL0720'HIGHEST POINT AND ABOUT 25 YARDS FROM THE S RIM OF THE
 KL0720'RIDGE.  HORSES CAN BE OBTAINED FROM MRS. LOLA SKINNER WHO
 KL0720'LIVES 0.63 MILE FROM THE END OF TRUCK TRAVEL.  TO REACH HER
 KL0720'RANCH GO THROUGH WHITE GATE AND FOLLOW MAIN ROAD TO THE
 KL0720'FIRST HOUSE.  ALSO FROM MR.  ARTHUR RYDAN WHO LIVES BACK
 KL0720'DOWN THE ROAD TOWARDS TOWN 2.2 MILES HAS HORSES FOR RENT.
 KL0720'TIME OF HORSE PACK WAS 2.0 HOURS.  THE AZIMUTH MARK IS ON
 KL0720'THE RIGHT NEAR THE EDGE OF THE BRUSH AFTER TURNING LEFT IN
 KL0720'THE OPEN GLADE.
 KL0720
 KL0720                          STATION RECOVERY (1959)
 KL0720
 KL0720'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KL0720'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION, AS DESCRIBED.
 KL0720'
 KL0720'NEW DESCRIPTION
 KL0720'
 KL0720'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND 24 AND THE RD. ALONG
 KL0720'ELK CREEK AT NEW CASTLE, COLORADO, PROCEED N. AND NW. 2.0 MI. TO
 KL0720'JUNCTION WITH EAST ELK CREEK ROAD, TAKE LEFT FORK 1.8 MI. TO WEST ELK
 KL0720'AND MAIN ELK ROAD FORK, TAKE RIGHT FORK UP MAIN ELK CREEK DRIVING
 KL0720'GENERALLY N. 5.7 MI. TO A YOUTH RANCH, STAY WITH MAIN RD. BEARING
 KL0720'GENERALLY E. UP A GOOD WINDING MOUNTAIN RD. FOR 3.5 MI. FROM YOUTH
 KL0720'RANCH TO JOE HILL SPRING.  CONTINUE ON MAIN WINDING, TWISTING RD.
 KL0720'5.4 MI. TO A POINT WHERE RD. MORE OR LESS LEVELS OUT BETWEEN A
 KL0720'SPRUCE COVERED HILL ON RIGHT (E.) AND A QUAKING ASPEN AND BRUSH
 KL0720'COVERED HILL ON LEFT (W.).  PACK W. UP STEEP SLOPE THROUGH
 KL0720'SCATTERING ASPENS TO ABOUT THE HIGHEST POINT OF BROAD TOPPED HILL.
 KL0720'A 5-MINUTE PACK.
 KL0720'
 KL0720'STATION MARK--STANDARD USC AND GS DISK FLUSH WITH GROUND CEMENTED IN
 KL0720'ROCK, STAMPED---CLINETOP-1937---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0631 ***********************************************************************
 KL0631  DESIGNATION -  CLINTON ET
 KL0631  PID         -  KL0631
 KL0631  STATE/COUNTY-  CO/LAKE
 KL0631  USGS QUAD   -  CLIMAX (1994)
 KL0631
 KL0631                         *CURRENT SURVEY CONTROL
 KL0631  ___________________________________________________________________
 KL0631* NAD 83(1992)-  39 22 05.53200(N)    106 08 55.85190(W)     ADJUSTED  
 KL0631* NAVD 88     -      4225.7    (meters)   13864.     (feet)  VERTCON   
 KL0631  ___________________________________________________________________
 KL0631  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 KL0631  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 KL0631
 KL0631  HORZ ORDER  -  THIRD
 KL0631
 KL0631.The horizontal coordinates were established by classical geodetic methods
 KL0631.and adjusted by the National Geodetic Survey in January 1993..
 KL0631
 KL0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0631
 KL0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0631
 KL0631.The geoid height was determined by GEOID03.
 KL0631
 KL0631;                    North         East     Units Scale Factor Converg.
 KL0631;SPC CO C     -   475,383.528   858,490.413   MT  0.99994675   -0 24 33.2
 KL0631;SPC CO C     - 1,559,654.12  2,816,563.96   sFT  0.99994675   -0 24 33.2
 KL0631;UTM  13      - 4,358,267.183   401,035.602   MT  0.99972059   -0 43 43.6
 KL0631
 KL0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0631!SPC CO C     -   0.99933948  x   0.99994675  =   0.99928626
 KL0631!UTM  13      -   0.99933948  x   0.99972059  =   0.99906025
 KL0631
 KL0631:                Primary Azimuth Mark                     Grid Az
 KL0631:SPC CO C     -  MT DEMOCRAT ET                           166 57 25.9
 KL0631:UTM  13      -  MT DEMOCRAT ET                           167 16 36.3
 KL0631
 KL0631|---------------------------------------------------------------------|
 KL0631| PID    Reference Object                     Distance      Geod. Az  |
 KL0631|                                                           dddmmss.s |
 KL0631| KL0630 MT DEMOCRAT ET                      APPROX. 3.3 KM 1663252.7 |
 KL0631|---------------------------------------------------------------------|
 KL0631
 KL0631                          SUPERSEDED SURVEY CONTROL
 KL0631
 KL0631  NAD 83(1986)-  39 22 05.52520(N)    106 08 55.85319(W) AD(       ) 3
 KL0631  NAD 27      -  39 22 05.56949(N)    106 08 53.77631(W) AD(       ) 3
 KL0631  NGVD 29 (07/19/86) 4223.6    (m)        13857.     (f) VERT ANG       
 KL0631
 KL0631.Superseded values are not recommended for survey control.
 KL0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0631.See file dsdata.txt to determine how the superseded data were derived.
 KL0631
 KL0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD0103658267(NAD 83)
 KL0631
 KL0631  HISTORY     - Date     Condition        Report By
 KL0631  HISTORY     - 1964     MONUMENTED       USGS
 KL0631  HISTORY     - 1971     GOOD             USGS
 KL0631
 KL0631                          STATION DESCRIPTION
 KL0631
 KL0631'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 KL0631'STATION LOCATED IN LAKE COUNTY, COLORADO, ABOUT 1-1/2 MI. E. OF
 KL0631'CLIMAX AND AT THE HIGHEST POINT OF CLINTON PEAK.  REACHED BY
 KL0631'HELICOPTER.
 KL0631'
 KL0631'STATION MARK--STANDARD USGS TABLET CEMENTED IN AN EMBEDDED BOULDER,
 KL0631'STAMPED ---CLINTON-ET 1964---.  CAIRN IS BUILT AROUND A 2 X 4, WHICH
 KL0631'IS CENTERED OVER THE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0704 ***********************************************************************
 JL0704  DESIGNATION -  CLUB
 JL0704  PID         -  JL0704
 JL0704  STATE/COUNTY-  CO/GUNNISON
 JL0704  USGS QUAD   -  IRIS NW (1979)
 JL0704
 JL0704                         *CURRENT SURVEY CONTROL
 JL0704  ___________________________________________________________________
 JL0704* NAD 83(1992)-  38 29 25.54144(N)    106 59 05.71785(W)     ADJUSTED  
 JL0704* NAVD 88     -      2439.3    (meters)    8003.     (feet)  VERTCON   
 JL0704  ___________________________________________________________________
 JL0704  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 JL0704  GEOID HEIGHT-         -14.32  (meters)                     GEOID03
 JL0704
 JL0704  HORZ ORDER  -  THIRD
 JL0704
 JL0704.The horizontal coordinates were established by classical geodetic methods
 JL0704.and adjusted by the National Geodetic Survey in January 1993..
 JL0704
 JL0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0704
 JL0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0704
 JL0704.The geoid height was determined by GEOID03.
 JL0704
 JL0704;                    North         East     Units Scale Factor Converg.
 JL0704;SPC CO C     -   378,802.024   784,857.634   MT  0.99999230   -0 56 11.5
 JL0704;SPC CO C     - 1,242,786.31  2,574,987.09   sFT  0.99999230   -0 56 11.5
 JL0704;SPC CO S     -   508,246.382   784,854.909   MT  1.00001092   -0 54 38.9
 JL0704;SPC CO S     - 1,667,471.67  2,574,978.15   sFT  1.00001092   -0 54 38.9
 JL0704;UTM  13      - 4,262,098.017   326,888.270   MT  0.99996906   -1 14 08.5
 JL0704
 JL0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0704!SPC CO C     -   0.99961965  x   0.99999230  =   0.99961195
 JL0704!SPC CO S     -   0.99961965  x   1.00001092  =   0.99963057
 JL0704!UTM  13      -   0.99961965  x   0.99996906  =   0.99958872
 JL0704
 JL0704:                Primary Azimuth Mark                     Grid Az
 JL0704:SPC CO C     -  MCINTOSH                                 345 38 04.7
 JL0704:SPC CO S     -  MCINTOSH                                 345 36 32.1
 JL0704:UTM  13      -  MCINTOSH                                 345 56 01.7
 JL0704
 JL0704|---------------------------------------------------------------------|
 JL0704| PID    Reference Object                     Distance      Geod. Az  |
 JL0704|                                                           dddmmss.s |
 JL0704| JL0745 MCINTOSH                            APPROX. 9.7 KM 3444153.2 |
 JL0704|---------------------------------------------------------------------|
 JL0704
 JL0704                          SUPERSEDED SURVEY CONTROL
 JL0704
 JL0704  NAD 83(1986)-  38 29 25.54033(N)    106 59 05.72757(W) AD(       ) 3
 JL0704  NAD 27      -  38 29 25.55611(N)    106 59 03.55077(W) AD(       ) 3
 JL0704  NGVD 29 (07/19/86) 2437.8    (m)         7998.     (f) VERT ANG       
 JL0704
 JL0704.Superseded values are not recommended for survey control.
 JL0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0704.See file dsdata.txt to determine how the superseded data were derived.
 JL0704
 JL0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC2688862098(NAD 83)
 JL0704_MARKER: DD = SURVEY DISK
 JL0704_SETTING: 80 = SET IN A BOULDER
 JL0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0704+STABILITY: SURFACE MOTION
 JL0704
 JL0704  HISTORY     - Date     Condition        Report By
 JL0704  HISTORY     - 1950     MONUMENTED       USGS
 JL0704
 JL0704                          STATION DESCRIPTION
 JL0704
 JL0704'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JL0704'STATION LOCATED ABOUT 5 MI. AIRLINE SW. OF GUNNISON, 5.5 MI.-AIRLINE-
 JL0704'NE., OF IOLA, ABOUT 300 FT. S. OF N. END OF N-S RIDGE.
 JL0704'
 JL0704'TO REACH STATION FROM GUNNISON P.O., GO ONE BLOCK S. TO U.S. HIGHWAY
 JL0704'50, TURN RIGHT (W) ON HWY. 50 4.6 MI. TO GRAVELED T-RD. S. FOLLOW
 JL0704'T-RD.  1.6 MI. TO TRACK RD. THAT FORKS TO LEFT (SE.) TAKE TRACK RD.
 JL0704'SE. 1.1 MI. TO END OF TRUCK TRAVEL.  STATION ON TOP OF RIDGE ABOUT
 JL0704'20 MINUTE PACK W.
 JL0704'
 JL0704'STATION MARK - STANDARD TABLET STAMPED --- C- CLUB 1950 7994---,
 JL0704'CEMENTED IN BOULDER.
 JL0704'
 JL0704'REFERENCE MARKS- NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0475 ***********************************************************************
 KJ0475  DESIGNATION -  CLYDE
 KJ0475  PID         -  KJ0475
 KJ0475  STATE/COUNTY-  CO/KIT CARSON
 KJ0475  USGS QUAD   -  ANTON SE (1977)
 KJ0475
 KJ0475                         *CURRENT SURVEY CONTROL
 KJ0475  ___________________________________________________________________
 KJ0475* NAD 83(1992)-  39 34 00.13227(N)    103 04 47.48143(W)     ADJUSTED  
 KJ0475* NAVD 88     -      1447.     (meters)    4747.     (feet)  SCALED    
 KJ0475  ___________________________________________________________________
 KJ0475  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 KJ0475  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 KJ0475
 KJ0475  HORZ ORDER  -  FIRST
 KJ0475
 KJ0475.The horizontal coordinates were established by classical geodetic methods
 KJ0475.and adjusted by the National Geodetic Survey in January 1993..
 KJ0475
 KJ0475.The orthometric height was scaled from a topographic map.
 KJ0475
 KJ0475.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0475
 KJ0475.The geoid height was determined by GEOID03.
 KJ0475
 KJ0475;                    North         East     Units Scale Factor Converg.
 KJ0475;SPC CO C     -   499,991.118 1,122,336.508   MT  0.99996888   +1 31 34.9
 KJ0475;SPC CO C     - 1,640,387.53  3,682,199.03   sFT  0.99996888   +1 31 34.9
 KJ0475;SPC CO N     -   333,549.556 1,122,347.496   MT  1.00002759   +1 33 49.4
 KJ0475;SPC CO N     - 1,094,320.50  3,682,235.08   sFT  1.00002759   +1 33 49.4
 KJ0475;UTM  13      - 4,381,428.178   664,940.065   MT  0.99993495   +1 13 24.1
 KJ0475
 KJ0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0475!SPC CO C     -   0.99977638  x   0.99996888  =   0.99974527
 KJ0475!SPC CO N     -   0.99977638  x   1.00002759  =   0.99980397
 KJ0475!UTM  13      -   0.99977638  x   0.99993495  =   0.99971135
 KJ0475
 KJ0475:                Primary Azimuth Mark                     Grid Az
 KJ0475:SPC CO C     -  CLYDE AZ MK                              084 13 11.5
 KJ0475:SPC CO N     -  CLYDE AZ MK                              084 10 57.0
 KJ0475:UTM  13      -  CLYDE AZ MK                              084 31 22.3
 KJ0475
 KJ0475|---------------------------------------------------------------------|
 KJ0475| PID    Reference Object                     Distance      Geod. Az  |
 KJ0475|                                                           dddmmss.s |
 KJ0475| CP6837 CLYDE AZ MK                                        0854446.4 |
 KJ0475| CP6838 CLYDE RM 1                            8.474 METERS 18509     |
 KJ0475| CP6839 CLYDE RM 2                            8.881 METERS 31201     |
 KJ0475|---------------------------------------------------------------------|
 KJ0475
 KJ0475                          SUPERSEDED SURVEY CONTROL
 KJ0475
 KJ0475  NAD 83(1986)-  39 34 00.12671(N)    103 04 47.48044(W) AD(       ) 1
 KJ0475  NAD 27      -  39 34 00.17412(N)    103 04 45.70698(W) AD(       ) 1
 KJ0475
 KJ0475.Superseded values are not recommended for survey control.
 KJ0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0475.See file dsdata.txt to determine how the superseded data were derived.
 KJ0475
 KJ0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD6494081428(NAD 83)
 KJ0475_MARKER: DS = TRIANGULATION STATION DISK
 KJ0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0475_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KJ0475
 KJ0475  HISTORY     - Date     Condition        Report By
 KJ0475  HISTORY     - 1968     MONUMENTED       CGS
 KJ0475
 KJ0475                          STATION DESCRIPTION
 KJ0475
 KJ0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KJ0475'THE STATION IS LOCATED IN THE NORTHEAST 1/4 OF SECTION 3 T. 6 S,
 KJ0475'R. 51 W. ON ROAD RIGHT OF WAY.  IT IS ABOUT 19 MILES NORTH OF
 KJ0475'FLAGLER AND 13-1/2 MILES SOUTHWEST OF COPE.
 KJ0475'
 KJ0475'TO REACH THE STAION FROM THE POST OFFICE IN COPE, GO WEST ON
 KJ0475'U.S. HIGHWAY 36 FOR 10.7 MILES TO A CROSSROAD AND SIGN ARICKAREE
 KJ0475'SCHOOL 3.  CONTINUE WEST ON THE HIGHWAY FOR 2.1 MILES TO A
 KJ0475'CROSSROAD, GRAVELED ROAD LEFT AND TRACK ROAD RIGHT.  TURN LEFT
 KJ0475'AND GO SOUTH ON THE GRAVELED ROAD FOR 9 MILES TO WHERE THE ROAD
 KJ0475'CURVES TO THE WEST AND THE AZIMUTH MARK ON THE LEFT.  GO WEST ON
 KJ0475'THE ROAD FOR 0.65 MILE TO WHERE THE ROAD CURVES SOUTH, A
 KJ0475'WINDMILL ON THE RIGHT AND THE STATION.
 KJ0475'
 KJ0475'THE STATION MARK IS A STANDARD DISK STAMPED CLYDE 1968, SET IN
 KJ0475'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 KJ0475'FLUSH.  IT IS 90 FEET SOUTH OF THE CENTER OF A FIELD ROAD, 87
 KJ0475'FEET WEST OF THE GRAVELED ROAD, 6 FEET EAST-SOUTHEAST OF A FENCE
 KJ0475'CORNER POST AND 3 FEET SOUTH OF A METAL WITNESS POST.
 KJ0475'
 KJ0475'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CLYDE NO 1 1968, SET
 KJ0475'IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 KJ0475'FLUSH.  IT IS 78 FEET WEST OF THE CENTER OF THE GRAVELED ROAD,
 KJ0475'31.3 FEET SOUTH OF THE METAL WITNESS POST AND 2.5 FEET EAST OF
 KJ0475'A WIRE FENCE.
 KJ0475'
 KJ0475'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CLYDE NO 2 1968, SET
 KJ0475'IN THE TOP OF A 12-INCH CYLINDRICAL MONUMENT THAT IS FLUSH.  IT
 KJ0475'IS 74 FEET SOUTH OF THE CENTER OF THE FIELD ROAD, 28 FEET
 KJ0475'WEST-NORTHWEST OF THE WITNESS POST AND 2.8 FEET NORTH-NORTHEAST
 KJ0475'OF THE WIRE FENCE.
 KJ0475'
 KJ0475'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CLYDE 1968, SET IN
 KJ0475'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 KJ0475'8 INCHES.  IT IS 103 FEET EAST OF THE CENTER OF THE GRAVELED ROAD,
 KJ0475'46 FEET NORTH OF THE CENTER OF A TRACK ROAD, 2.7 FEET NORTH OF
 KJ0475'A METAL WITNESS POST AND 1 FOOT WEST OF A FENCE.
 KJ0475'
 KJ0475'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0433 ***********************************************************************
 JM0433  DESIGNATION -  CMGI 1
 JM0433  PID         -  JM0433
 JM0433  STATE/COUNTY-  CO/MONTROSE
 JM0433  USGS QUAD   -  ROC CREEK (1994)
 JM0433
 JM0433                         *CURRENT SURVEY CONTROL
 JM0433  ___________________________________________________________________
 JM0433* NAD 83(1992)-  38 23 02.23299(N)    108 53 16.63057(W)     ADJUSTED  
 JM0433* NAVD 88     -      2102.7    (meters)    6899.     (feet)  VERTCON   
 JM0433  ___________________________________________________________________
 JM0433  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 JM0433  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 JM0433
 JM0433  HORZ ORDER  -  THIRD
 JM0433
 JM0433.The horizontal coordinates were established by classical geodetic methods
 JM0433.and adjusted by the National Geodetic Survey in November 1997..
 JM0433
 JM0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0433
 JM0433.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0433
 JM0433.The geoid height was determined by GEOID03.
 JM0433
 JM0433;                    North         East     Units Scale Factor Converg.
 JM0433;SPC CO S     -   500,765.000   618,455.205   MT  0.99999136   -2 04 41.1
 JM0433;SPC CO S     - 1,642,926.50  2,029,048.45   sFT  0.99999136   -2 04 41.1
 JM0433;UTM  12      - 4,250,528.558   684,470.779   MT  1.00001910   +1 18 42.5
 JM0433
 JM0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0433!SPC CO S     -   0.99967312  x   0.99999136  =   0.99966448
 JM0433!UTM  12      -   0.99967312  x   1.00001910  =   0.99969221
 JM0433
 JM0433:                Primary Azimuth Mark                     Grid Az
 JM0433:SPC CO S     -  MARTIN                                   132 12 06.9
 JM0433:UTM  12      -  MARTIN                                   128 48 43.3
 JM0433
 JM0433|---------------------------------------------------------------------|
 JM0433| PID    Reference Object                     Distance      Geod. Az  |
 JM0433|                                                           dddmmss.s |
 JM0433| JM0432 MARTIN                              APPROX. 1.4 KM 1300725.8 |
 JM0433|---------------------------------------------------------------------|
 JM0433
 JM0433                          SUPERSEDED SURVEY CONTROL
 JM0433
 JM0433  NAD 83(1992)-  38 23 02.22860(N)    108 53 16.63381(W) AD(       ) 3
 JM0433  NAD 83(1986)-  38 23 02.22624(N)    108 53 16.62868(W) AD(       ) 3
 JM0433  NAD 27      -  38 23 02.26971(N)    108 53 14.25536(W) AD(       ) 3
 JM0433  NGVD 29 (07/19/86) 2101.5    (m)         6895.     (f) VERT ANG       
 JM0433
 JM0433.Superseded values are not recommended for survey control.
 JM0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0433.See file dsdata.txt to determine how the superseded data were derived.
 JM0433
 JM0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH8447150529(NAD 83)
 JM0433_MARKER: DD = SURVEY DISK
 JM0433_SETTING: 66 = SET IN ROCK OUTCROP
 JM0433_SP_SET: SET IN ROCK OUTCROP
 JM0433_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0433+STABILITY: POSITION/ELEVATION WELL
 JM0433
 JM0433  HISTORY     - Date     Condition        Report By
 JM0433  HISTORY     - 1948     MONUMENTED       USGS
 JM0433
 JM0433                          STATION DESCRIPTION
 JM0433
 JM0433'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 JM0433'STATION IS LOCATED ON W. RIM OF WILDCAT CANYON AND ON EASTERN END
 JM0433'OF RIDGE ON CARPENTER RIDGE, DIRECTLY ON EDGE OF PARADOX VALLEY RIM.
 JM0433'STATION OVERLOOKS ENTIRE PARADOX VALLEY TO THE S.  STATION IS 9.0
 JM0433'MI. E. OF PARADOX, COLORADO, IN SEC. 29, T 47 N, R 18 W.
 JM0433'
 JM0433'STATION MARK--STANDARD TABLET, STAMPED ---CMGI-1 1948---, AND
 JM0433'CEMENTED IN ROUND SANDSTONE ROCK.
 JM0433'
 JM0433'REFERENCE MARK NO. 1--A 3/4 IN. DRILL HOLE, IN SANDSTONE OUTCROP,
 JM0433'26.0 FT. DISTANT, N 10 DEG 51 MIN E, FROM STATION.
 JM0433'
 JM0433'REFERENCE MARK NO. 2--A 3/4 IN. DRILL HOLE, IN SANDSTONE OUTCROP,
 JM0433'51.0 FT. DISTANT, S 07 DEG 33 MIN E, FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7743 ***********************************************************************
 AH7743  DESIGNATION -  CO DOT LP1 2
 AH7743  PID         -  AH7743
 AH7743  STATE/COUNTY-  CO/EAGLE
 AH7743  USGS QUAD   -  EDWARDS (1987)
 AH7743
 AH7743                         *CURRENT SURVEY CONTROL
 AH7743  ___________________________________________________________________
 AH7743* NAD 83(1992)-  39 38 43.34130(N)    106 35 22.28117(W)     ADJUSTED  
 AH7743* NAVD 88     -      2203.2    (meters)    7228.     (feet)  GPS OBS   
 AH7743  ___________________________________________________________________
 AH7743  X           -  -1,404,613.226 (meters)                     COMP
 AH7743  Y           -  -4,714,830.374 (meters)                     COMP
 AH7743  Z           -   4,049,142.059 (meters)                     COMP
 AH7743  LAPLACE CORR-           6.54  (seconds)                    DEFLEC99
 AH7743  ELLIP HEIGHT-        2190.17  (meters)          (12/03/02) GPS OBS
 AH7743  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 AH7743
 AH7743  HORZ ORDER  -  FIRST
 AH7743  ELLP ORDER  -  FOURTH    CLASS II
 AH7743
 AH7743.The horizontal coordinates were established by GPS observations
 AH7743.and adjusted by the National Geodetic Survey in March 1999..
 AH7743
 AH7743.The orthometric height was determined by GPS observations and a
 AH7743.high-resolution geoid model.
 AH7743
 AH7743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7743
 AH7743.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7743
 AH7743.The ellipsoidal height was determined by GPS observations
 AH7743.and is referenced to NAD 83.
 AH7743
 AH7743.The geoid height was determined by GEOID03.
 AH7743
 AH7743;                    North         East     Units Scale Factor Converg.
 AH7743;SPC CO C     -   506,516.217   820,887.814   MT  0.99998098   -0 41 13.7
 AH7743;SPC CO C     - 1,661,795.29  2,693,196.10   sFT  0.99998098   -0 41 13.7
 AH7743;UTM  13      - 4,389,605.458   363,616.268   MT  0.99982900   -1 00 51.6
 AH7743
 AH7743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7743!SPC CO C     -   0.99965651  x   0.99998098  =   0.99963750
 AH7743!UTM  13      -   0.99965651  x   0.99982900  =   0.99948557
 AH7743
 AH7743                          SUPERSEDED SURVEY CONTROL
 AH7743
 AH7743  ELLIP H (03/05/99) 2190.15   (m)                       GP(       ) 4 2
 AH7743
 AH7743.Superseded values are not recommended for survey control.
 AH7743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7743.See file dsdata.txt to determine how the superseded data were derived.
 AH7743
 AH7743_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD6361689605(NAD 83)
 AH7743_MARKER: DD = SURVEY DISK
 AH7743_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH7743+WITH SETTING: INFORMATION.
 AH7743_STAMPING: DEPARTMENT OF HIGHWAY LP1-2
 AH7743_MARK LOGO: CODH  
 AH7743_PROJECTION: RECESSED 3 CENTIMETERS
 AH7743_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH7743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7743+STABILITY: SURFACE MOTION
 AH7743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7743+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7743_ROD/PIPE-DEPTH: 3    meters
 AH7743
 AH7743  HISTORY     - Date     Condition        Report By
 AH7743  HISTORY     - 1998     MONUMENTED       CODH
 AH7743
 AH7743                          STATION DESCRIPTION
 AH7743
 AH7743'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1998
 AH7743'THE STATION IS LOCATED APPROXIMATELY 0.8 MI (1.3 KM) NORTH OF THE TOWN
 AH7743'OF EDWARDS AND APPROXIMATELY 0.25 MI (0.40 KM) SOUTH OF INTERSTATE 70,
 AH7743'OWNERSHIP -- STATE OF COLORADO DEPARTMENT OF TRANSPORTATION.  TO REACH
 AH7743'THE STATION FROM EXIT 163 (EDWARDS) OFF OF INTERSTATE 70 EASTBOUND,
 AH7743'PROCEED SOUTH FOR 0.25 MI (0.40 KM) TO THE REST AREA ON THE LEFT, TURN
 AH7743'LEFT AND PROCEED SOUTHEAST 0.12 MI (0.19 KM) TO THE SOUTHEAST CORNER
 AH7743'OF THE REST AREA AND THE STATION ON THE RIGHT.  THE STATION IS THE
 AH7743'CENTER OF A DEPARTMENT OF TRANSPORTATION SURVEY DISK SET ON A STEEL
 AH7743'ROD SET 1.5 IN BELOW THE GROUND.  THE STATION IS LOCATED 2.2 FT (0.7
 AH7743'M) WEST OF A CARSONITE WITNESS POST, 57 FT (17.4 M) SOUTH OF A FIR
 AH7743'TREE , AND 95 FT (29.0 M) SOUTHEAST OF A METAL PICNIC AREA SHED.  THE
 AH7743'STATION IS 1.5 IN BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0253 ***********************************************************************
 JK0253  DESIGNATION -  CO SP
 JK0253  PID         -  JK0253
 JK0253  STATE/COUNTY-  CO/EL PASO
 JK0253  USGS QUAD   -  MANITOU SPRINGS (1994)
 JK0253
 JK0253                         *CURRENT SURVEY CONTROL
 JK0253  ___________________________________________________________________
 JK0253* NAD 83(1986)-  38 45 32.     (N)    104 54 44.     (W)     SCALED    
 JK0253* NAVD 88     -      2531.191  (meters)    8304.42   (feet)  ADJUSTED  
 JK0253  ___________________________________________________________________
 JK0253  GEOID HEIGHT-         -16.06  (meters)                     GEOID03
 JK0253  DYNAMIC HT  -        2528.118 (meters)    8294.33  (feet)  COMP
 JK0253  MODELED GRAV-     979,321.8   (mgal)                       NAVD 88
 JK0253
 JK0253  VERT ORDER  -  SECOND    CLASS 0
 JK0253
 JK0253.The horizontal coordinates were scaled from a topographic map and have
 JK0253.an estimated accuracy of +/- 6 seconds.
 JK0253
 JK0253.The orthometric height was determined by differential leveling
 JK0253.and adjusted by the National Geodetic Survey in June 1991..
 JK0253
 JK0253.The geoid height was determined by GEOID03.
 JK0253
 JK0253.The dynamic height is computed by dividing the NAVD 88
 JK0253.geopotential number by the normal gravity value computed on the
 JK0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0253.degrees latitude (g = 980.6199 gals.).
 JK0253
 JK0253.The modeled gravity was interpolated from observed gravity values.
 JK0253
 JK0253;                    North         East    Units  Estimated Accuracy
 JK0253;SPC CO C     -   407,710.      965,490.      MT  (+/- 180 meters Scaled)
 JK0253
 JK0253                          SUPERSEDED SURVEY CONTROL
 JK0253
 JK0253  NGVD 29 (??/??/92) 2529.882  (m)         8300.12   (f) ADJ UNCH    2 0
 JK0253
 JK0253.Superseded values are not recommended for survey control.
 JK0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0253.See file dsdata.txt to determine how the superseded data were derived.
 JK0253
 JK0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC076900(NAD 83)
 JK0253_MARKER: DB = BENCH MARK DISK
 JK0253_SETTING: 80 = SET IN A BOULDER
 JK0253_STAMPING: COLO SP 8301
 JK0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0253+STABILITY: SURFACE MOTION
 JK0253
 JK0253  HISTORY     - Date     Condition        Report By
 JK0253  HISTORY     - UNK      MONUMENTED       USGS
 JK0253  HISTORY     - 1954     GOOD             NGS
 JK0253
 JK0253                          STATION DESCRIPTION
 JK0253
 JK0253'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 JK0253'13.8 MI SW FROM COLORADO SPRINGS.
 JK0253'2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE AT
 JK0253'COLORADO SPRINGS, THENCE 1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 336,
 JK0253'THENCE 5.35 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 4.3 MILES
 JK0253'SOUTHWEST ALONG STATE HIGHWAY 336, 0.3 MILE NORTHEAST OF THE
 JK0253'NORTHEAST END OF A TUNNEL, 20 FEET SOUTHWEST OF A 12 INCH PINE TREE,
 JK0253'12 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 5 FEET ABOVE THE
 JK0253'LEVEL OF THE HIGHWAY, 5 FEET ABOVE THE GROUND, SET IN THE TOP OF THE
 JK0253'CENTER OF A 4X6 FOOT GRANITE BOULDER.
 JK0253
 JK0253                          STATION RECOVERY (1954)
 JK0253
 JK0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JK0253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0254 ***********************************************************************
 JK0254  DESIGNATION -  CO SP RESET
 JK0254  PID         -  JK0254
 JK0254  STATE/COUNTY-  CO/EL PASO
 JK0254  USGS QUAD   -  MANITOU SPRINGS (1994)
 JK0254
 JK0254                         *CURRENT SURVEY CONTROL
 JK0254  ___________________________________________________________________
 JK0254* NAD 83(1986)-  38 45 33.     (N)    104 54 44.     (W)     SCALED    
 JK0254* NAVD 88     -      2531.46   (+/-2cm)    8305.3    (feet)  VERTCON   
 JK0254  ___________________________________________________________________
 JK0254  GEOID HEIGHT-         -16.06  (meters)                     GEOID03
 JK0254
 JK0254  VERT ORDER  -  THIRD (See Below)
 JK0254
 JK0254.The horizontal coordinates were scaled from a topographic map and have
 JK0254.an estimated accuracy of +/- 6 seconds.
 JK0254
 JK0254.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK0254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK0254.The vertical order pertains to the NGVD 29 superseded value.
 JK0254
 JK0254.The geoid height was determined by GEOID03.
 JK0254
 JK0254;                    North         East    Units  Estimated Accuracy
 JK0254;SPC CO C     -   407,740.      965,490.      MT  (+/- 180 meters Scaled)
 JK0254
 JK0254                          SUPERSEDED SURVEY CONTROL
 JK0254
 JK0254  NGVD 29 (??/??/??) 2530.15   (m)         8301.0    (f) RESET       3  
 JK0254
 JK0254.Superseded values are not recommended for survey control.
 JK0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0254.See file dsdata.txt to determine how the superseded data were derived.
 JK0254
 JK0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC076900(NAD 83)
 JK0254_MARKER: DD = SURVEY DISK
 JK0254_SETTING: 80 = SET IN A BOULDER
 JK0254_SP_SET: BOULDER
 JK0254_STAMPING: COLO SP 8301 RESET 1966
 JK0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0254+STABILITY: SURFACE MOTION
 JK0254
 JK0254  HISTORY     - Date     Condition        Report By
 JK0254  HISTORY     - 1966     MONUMENTED       USFS
 JK0254  HISTORY     - 1966     GOOD             NGS
 JK0254
 JK0254                          STATION DESCRIPTION
 JK0254
 JK0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 JK0254'13.8 MI SW FROM COLORADO SPRINGS.
 JK0254'ABOUT 2.6 MILES NORTHWEST ALONG U. S. HIGHWAY 24 FROM THE POST OFFICE
 JK0254'AT COLORADO SPRINGS, THENCE 1.6 MILES SOUTHWEST ALONG STATE HIGHWAY
 JK0254'336, THENCE 5.35 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 4.3
 JK0254'MILES SOUTHWEST ALONG STATE HIGHWAY 336, 30 FEET NORTH OF THE
 JK0254'CENTERLINE OF PRESENT ROADWAY, AND SET IN THE TOP OF THE SOUTH END OF
 JK0254'A 12X3X3X 3.5 FOOT GRANITE BOULDER, AND 0.3 MILE NORTHEAST OF THE
 JK0254'NORTHEAST END OF A TUNNEL.  NOTE-- USE WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD9256 ***********************************************************************
 AD9256  DESIGNATION -  CO UT AZ NM
 AD9256  PID         -  AD9256
 AD9256  STATE/COUNTY-  CO/MONTEZUMA
 AD9256  USGS QUAD   -  TEEC NOS POS (1982)
 AD9256
 AD9256                         *CURRENT SURVEY CONTROL
 AD9256  ___________________________________________________________________
 AD9256* NAD 83(1992)-  36 59 56.31532(N)    109 02 42.62019(W)     ADJUSTED  
 AD9256* NAVD 88     -      1483.2    (meters)    4866.     (feet)  GPS OBS   
 AD9256  ___________________________________________________________________
 AD9256  X           -  -1,664,600.049 (meters)                     COMP
 AD9256  Y           -  -4,821,996.291 (meters)                     COMP
 AD9256  Z           -   3,818,182.518 (meters)                     COMP
 AD9256  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 AD9256  ELLIP HEIGHT-        1462.40  (meters)          (12/03/02) GPS OBS
 AD9256  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 AD9256
 AD9256  HORZ ORDER  -  FIRST
 AD9256  ELLP ORDER  -  FOURTH    CLASS II
 AD9256
 AD9256.The horizontal coordinates were established by GPS observations
 AD9256.and adjusted by the National Geodetic Survey in July 1997..
 AD9256
 AD9256.The orthometric height was determined by GPS observations and a
 AD9256.high-resolution geoid model.
 AD9256
 AD9256.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9256
 AD9256.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9256
 AD9256.The ellipsoidal height was determined by GPS observations
 AD9256.and is referenced to NAD 83.
 AD9256
 AD9256.The geoid height was determined by GEOID03.
 AD9256
 AD9256;                    North         East     Units Scale Factor Converg.
 AD9256;SPC CO S     -   347,670.028   598,895.615   MT  1.00005079   -2 10 28.3
 AD9256;SPC CO S     - 1,140,647.42  1,964,876.70   sFT  1.00005079   -2 10 28.3
 AD9256;UTM  12      - 4,096,544.971   673,944.605   MT  0.99997275   +1 10 36.2
 AD9256
 AD9256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9256!SPC CO S     -   0.99977056  x   1.00005079  =   0.99982133
 AD9256!UTM  12      -   0.99977056  x   0.99997275  =   0.99974331
 AD9256
 AD9256|---------------------------------------------------------------------|
 AD9256| PID    Reference Object                     Distance      Geod. Az  |
 AD9256|                                                           dddmmss.s |
 AD9256| GO0510 BOUNDARY MI COR 330 CO NM           171.763 METERS 09004     |
 AD9256|---------------------------------------------------------------------|
 AD9256
 AD9256                          SUPERSEDED SURVEY CONTROL
 AD9256
 AD9256  ELLIP H (07/06/97) 1462.40   (m)                       GP(       ) 3 1
 AD9256
 AD9256.Superseded values are not recommended for survey control.
 AD9256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9256.See file dsdata.txt to determine how the superseded data were derived.
 AD9256
 AD9256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXF7394596545(NAD 83)
 AD9256_MARKER: DU = BOUNDARY MARKER
 AD9256_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD9256+WITH SETTING: PAVEMENT
 AD9256_SP_SET: STONE SLAB
 AD9256_MARK LOGO: BLM   
 AD9256_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9256+STABILITY: SURFACE MOTION
 AD9256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9256+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2003
 AD9256
 AD9256  HISTORY     - Date     Condition        Report By
 AD9256  HISTORY     - 1992     MONUMENTED       BLM
 AD9256  HISTORY     - 19981125 GOOD             NGS
 AD9256  HISTORY     - 20030507 GOOD             NGS
 AD9256
 AD9256                          STATION DESCRIPTION
 AD9256
 AD9256'DESCRIBED BY BUREAU OF LAND MANAGEMENT 1992 (DW)
 AD9256'THE STATION IS LOCATED AT THE INTERSECTION OF THE FOUR STATE CORNERS
 AD9256'OF COLORADO, NEW MEXICO, UTAH AND ARIZONA AND IS THAT POINT MARKED BY
 AD9256'A BRASS DISK.  IT IS IN THE SOUTHWEST CORNER OF SEC.  20, T 32 N, R 20
 AD9256'W.  OWNERSHIP---THE MARK IS THE DIVIDING LINE FOR THE NAVAJO AND UTE
 AD9256'MOUNTAIN UTE RESERVATIONS WHICH OWN THE LAND AROUND THE MONUMENT  TO
 AD9256'REACH THE STATION FROM THE JUNCTION OF U.  S.  HIGHWAY 160 AND 666
 AD9256'ABOUT 20 MI (32.2 KM) SOUTHWEST OF CORTEZ, GO SOUTHWEST ON U.  S.
 AD9256'HIGHWAY 160 FOR 18.0 MI (29.0 KM) TO THE BRIDGE OVER THE SAN JUAN
 AD9256'RIVER.  CONTINUE AHEAD FOR 0.9 MI (1.4 KM) TO A PAVED ROAD RIGHT AT
 AD9256'TOP OF GRADE.  TURN RIGHT, NORTHWEST, PASSING THROUGH A POLE GATE, FOR
 AD9256'0.3 MI (0.5 KM) TO THE TOLL BOOTH.  CONTINUE AHEAD FOR 0.2 MI (0.3 KM)
 AD9256'TO THE CIRCULAR DRIVE OF THE FOUR CORNERS MONUMENT AND THE DISK IN THE
 AD9256'CENTER OF THE MONUMENT.  THIS STATION WILL HAVE HEAVY TOURIST TRAFFIC
 AD9256'AROUND IT.  IF NIGHT OBSERVATIONS ARE MADE, CONTACT THE OFFICE OF
 AD9256'NAVAJO TRIBAL LAND ADMINISTRATION, THE NAVAJO NATION, P.O.  BOX 308,
 AD9256'WINDOW ROCK, AZ 86515, FOR INFORMATION ON GETTING A GATE UNLOCKED.
 AD9256'THE TELEPHONE NUMBER IS 602-871-4530 OR 602-871-7040  THE STATION MARK
 AD9256'IS A SPECIAL BRASS DISK SET IN A GRANITE SLAB.  THE POINT TO USE IS
 AD9256'THE CENTER OF THE CROSS LINES SHOWING THE STATES THAT COME TOGETHER AT
 AD9256'THIS POINT.
 AD9256
 AD9256                          STATION RECOVERY (1998)
 AD9256
 AD9256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 AD9256'THE STATION IS LOCATED AT FOUR CORNERS, AT THE POINT WHERE ARIZONA,
 AD9256'NEW MEXICO, UTAH AND COLORADO MEET.  OWNERSHIP--NAVAJO NATION.  FOR
 AD9256'ACCESS TO THE STATION CONTACT MR. LEMONT YAZZIE, NAVAJO NATION, PHONE
 AD9256'520-871-7058 OR CONTACT THE NAVAJO TRIBAL LAND ADMINISTRATION, PO BOX
 AD9256'9000, WINDOW ROCK AZ 86515, PHONE 520-871-6401 OR 871-6000. TO REACH
 AD9256'THE STATION FROM JUNCTION OF US HIGHWAYS 64 AND 160 LOCATED IN THE
 AD9256'NAVAJO VILLAGE OF TEEC NOS POS AZ, GO NORTHEAST ON US HIGHWAY 160 FOR
 AD9256'9.25 KM (5.75 MI) TO THE ENTRANCE ROAD TO THE FOUR CORNERS MONUMENT ON
 AD9256'THE LEFT.  TURN LEFT, NORTHWEST ON THE ENTRANCE ROAD FOR 0.32 KM (0.20
 AD9256'MI) TO THE TOLL BOOTH.  FOR ACCESS TO THE STATION, CONTINUE AHEAD,
 AD9256'NORTHWEST FOR 0.32 KM (0.20 MI) TO THE CIRCULAR DRIVE AROUND THE
 AD9256'MONUMENT.  THE STATION IS A PUNCH MARK IN THE CENTER OF THE CROSS
 AD9256'LINES IN A 20 CM (8 INCH) BRASS DISK SET IN THE CENTER OF THE MONUMENT
 AD9256'INDICATING WHERE THE FOUR STATES JOIN TOGETHER.  THE DISK IS
 AD9256'INSCRIBED, US DEPARTMENT OF INTERIOR, UTAH, COLORADO, NEW MEXICO,
 AD9256'ARIZONA, CADASTRAL SURVEY 1992, BUREAU OF LAND MANAGEMENT. IT IS IN
 AD9256'THE CENTER OF THE MONUMENT, 10.06 M (33.01 FT) NORTHWEST OF A FLAG
 AD9256'POLE.
 AD9256
 AD9256                          STATION RECOVERY (2003)
 AD9256
 AD9256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 AD9256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0529 ***********************************************************************
 HL0529  DESIGNATION -  COAL
 HL0529  PID         -  HL0529
 HL0529  STATE/COUNTY-  CO/ARCHULETA
 HL0529  USGS QUAD   -  BLACKHEAD PEAK (1984)
 HL0529
 HL0529                         *CURRENT SURVEY CONTROL
 HL0529  ___________________________________________________________________
 HL0529* NAD 83(1992)-  37 19 29.32378(N)    106 49 33.52280(W)     ADJUSTED  
 HL0529* NAVD 88     -      3630.9    (meters)   11912.     (feet)  VERTCON   
 HL0529  ___________________________________________________________________
 HL0529  LAPLACE CORR-          11.18  (seconds)                    DEFLEC99
 HL0529  GEOID HEIGHT-         -16.26  (meters)                     GEOID03
 HL0529
 HL0529  HORZ ORDER  -  THIRD
 HL0529
 HL0529.The horizontal coordinates were established by classical geodetic methods
 HL0529.and adjusted by the National Geodetic Survey in January 1993..
 HL0529
 HL0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0529
 HL0529.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0529
 HL0529.The geoid height was determined by GEOID03.
 HL0529
 HL0529;                    North         East     Units Scale Factor Converg.
 HL0529;SPC CO S     -   378,678.270   796,883.958   MT  0.99998465   -0 48 48.0
 HL0529;SPC CO S     - 1,242,380.29  2,614,443.45   sFT  0.99998465   -0 48 48.0
 HL0529;UTM  13      - 4,132,469.222   338,217.987   MT  0.99992242   -1 06 26.6
 HL0529
 HL0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0529!SPC CO S     -   0.99943308  x   0.99998465  =   0.99941774
 HL0529!UTM  13      -   0.99943308  x   0.99992242  =   0.99935555
 HL0529
 HL0529:                Primary Azimuth Mark                     Grid Az
 HL0529:SPC CO S     -  SUMMIT                                   076 43 24.2
 HL0529:UTM  13      -  SUMMIT                                   077 01 02.8
 HL0529
 HL0529|---------------------------------------------------------------------|
 HL0529| PID    Reference Object                     Distance      Geod. Az  |
 HL0529|                                                           dddmmss.s |
 HL0529| HL0503 SUMMIT                              APPROX.11.8 KM 0755436.2 |
 HL0529|---------------------------------------------------------------------|
 HL0529
 HL0529                          SUPERSEDED SURVEY CONTROL
 HL0529
 HL0529  NAD 83(1986)-  37 19 29.32268(N)    106 49 33.52672(W) AD(       ) 3
 HL0529  NAD 27      -  37 19 29.31068(N)    106 49 31.38509(W) AD(       ) 3
 HL0529  NGVD 29 (07/19/86) 3629.3    (m)        11907.     (f) VERT ANG       
 HL0529
 HL0529.Superseded values are not recommended for survey control.
 HL0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0529.See file dsdata.txt to determine how the superseded data were derived.
 HL0529
 HL0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB3821832469(NAD 83)
 HL0529_MARKER: DD = SURVEY DISK
 HL0529_SETTING: 66 = SET IN ROCK OUTCROP
 HL0529_SP_SET: SET IN ROCK OUTCROP
 HL0529_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0529+STABILITY: POSITION/ELEVATION WELL
 HL0529
 HL0529  HISTORY     - Date     Condition        Report By
 HL0529  HISTORY     - 1954     MONUMENTED       USGS
 HL0529
 HL0529                          STATION DESCRIPTION
 HL0529
 HL0529'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 HL0529'THE STATION IS LOCATED ON A HIGH BARE TOP AT THE HEAD OF COAL CREEK,
 HL0529'APPROXIMATELY 11.0 MI. AIRLINE NE. OF PAGOSA SPRINGS, AND
 HL0529'APPROXIMATELY 7.0 MI. AIRLINE SW. OF THE SILVER FALLS GUARD STATION.
 HL0529'
 HL0529'TO REACH THE STATION FROM PAGOSA SPRINGS POST OFFICE, GO E. ON U.S.
 HL0529'HIGHWAY 160 FOR 4.4 MI. TO THE TREASURE GUARD STATION, THENCE RIGHT
 HL0529'OFF HIGHWAY ON A DIRT RD. FOR 2.2 MI. TO RD. FORK, THENCE FOR 1.6 MI.
 HL0529'TO COAL CREEK STOCK DRIVE AND END OF TRUCK TRAVEL.  FROM THIS POINT
 HL0529'TAKE PACK ANIMALS AND FOLLOW COAL CREEK STOCK DRIVE NE. FOR
 HL0529'APPROXIMATELY 4.0 MI. TO SUMMIT.  LEAVE STOCK DRIVE AT THIS POINT
 HL0529'AND FOLLOW OLD SHEEP AND GAME TRAIL SE. ALONG A VERY SHARP RIDGE
 HL0529'FOR APPROXIMATELY 2.0 MI. TO HIGHEST POINT AND STATION.
 HL0529'
 HL0529'STATION MARK--STANDARD TRIANGULATION TABLET, STAMPED ---COAL
 HL0529'1954---, CEMENTED IN SOLID ROCK.
 HL0529'
 HL0529'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0387 ***********************************************************************
 JM0387  DESIGNATION -  COAL
 JM0387  PID         -  JM0387
 JM0387  STATE/COUNTY-  CO/MONTROSE
 JM0387  USGS QUAD   -  DRY CREEK BASIN (1994)
 JM0387
 JM0387                         *CURRENT SURVEY CONTROL
 JM0387  ___________________________________________________________________
 JM0387* NAD 83(1992)-  38 28 38.00286(N)    108 01 43.20722(W)     ADJUSTED  
 JM0387* NAVD 88     -      1942.4    (meters)    6373.     (feet)  VERTCON   
 JM0387  ___________________________________________________________________
 JM0387  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 JM0387  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 JM0387
 JM0387  HORZ ORDER  -  THIRD
 JM0387
 JM0387.The horizontal coordinates were established by classical geodetic methods
 JM0387.and adjusted by the National Geodetic Survey in January 1993..
 JM0387
 JM0387.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0387
 JM0387.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0387
 JM0387.The geoid height was determined by GEOID03.
 JM0387
 JM0387;                    North         East     Units Scale Factor Converg.
 JM0387;SPC CO S     -   508,737.243   693,774.735   MT  1.00000831   -1 33 03.7
 JM0387;SPC CO S     - 1,669,082.10  2,276,159.28   sFT  1.00000831   -1 33 03.7
 JM0387;UTM  12      - 4,262,950.021   759,201.825   MT  1.00042747   +1 50 59.3
 JM0387;UTM  13      - 4,263,113.156   235,795.346   MT  1.00045973   -1 53 07.9
 JM0387
 JM0387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0387!SPC CO S     -   0.99969791  x   1.00000831  =   0.99970622
 JM0387!UTM  12      -   0.99969791  x   1.00042747  =   1.00012526
 JM0387!UTM  13      -   0.99969791  x   1.00045973  =   1.00015751
 JM0387
 JM0387:                Primary Azimuth Mark                     Grid Az
 JM0387:SPC CO S     -  MESA                                     359 38 45.5
 JM0387:UTM  12      -  MESA                                     356 14 42.5
 JM0387:UTM  13      -  MESA                                     359 58 49.7
 JM0387
 JM0387|---------------------------------------------------------------------|
 JM0387| PID    Reference Object                     Distance      Geod. Az  |
 JM0387|                                                           dddmmss.s |
 JM0387| JM0383 MESA                                APPROX. 4.4 KM 3580541.8 |
 JM0387|---------------------------------------------------------------------|
 JM0387
 JM0387                          SUPERSEDED SURVEY CONTROL
 JM0387
 JM0387  NAD 83(1986)-  38 28 37.98868(N)    108 01 43.20337(W) AD(       ) 3
 JM0387  NAD 27      -  38 28 38.03252(N)    108 01 40.95748(W) AD(       ) 3
 JM0387  NGVD 29 (07/19/86) 1941.2    (m)         6369.     (f) VERT ANG       
 JM0387
 JM0387.Superseded values are not recommended for survey control.
 JM0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0387.See file dsdata.txt to determine how the superseded data were derived.
 JM0387
 JM0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH5920262950(NAD 83)
 JM0387
 JM0387  HISTORY     - Date     Condition        Report By
 JM0387  HISTORY     - UNK      MONUMENTED
 JM0387  HISTORY     - 1969     GOOD             USGS
 JM0387
 JM0387                          STATION DESCRIPTION
 JM0387
 JM0387'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (AWH)
 JM0387'LOCATED ABOUT 8 MI. (AIRLINE) DUE W. OF MONTROSE, COLORADO, IN LOWER
 JM0387'HALF OF SEC. 30, T 49 N, R 10 W.
 JM0387'
 JM0387'TO REACH FROM RAILROAD STATION IN MONTROSE, DRIVE SW. ON HIGHWAY 90
 JM0387'0.5 MI. TO INTERSECTION WITH HIGHWAY 65.  TURN RIGHT (W.) 1.6 MI. TO
 JM0387'END OF BLACK TOP RD.  CONTINUE W. AND SW. 2.4 MI. TO T-RD. W., THENCE
 JM0387'RIGHT (W.) 0.2 MI. TO T-RD. N., THENCE NW. 0.8 MI. TO T.N.  TURN RIGHT
 JM0387'(N.) 0.8 MI. TO T-RD., THENCE LEFT (NW.) 1.2 MI. TO T-RD. W.  CONTINUE
 JM0387'W. ON UNGRADED DIRT RD. TO Y-RD. S., THENCE S. 2.2 MI. TO TOP OF MESA.
 JM0387'TURN RIGHT (W.) AND DRIVE CROSS COUNTRY 0.2 MI. TO TOP OF RIDGE AND
 JM0387'STATION SITE.  STATION LIES ALONG TOP OF RIDGE WHICH RISES HIGHER THAN
 JM0387'STATION TO THE S.
 JM0387'
 JM0387'RECOVERED IN GOOD CONDITION.
 JM0387'
 JM0387'STATION MARK--STANDARD TABLET, STAMPED ---COAL 1951---, CEMENTED IN
 JM0387'SOLID BEDROCK.
 JM0387'
 JM0387'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1898 ***********************************************************************
 KK1898  DESIGNATION -  COAL
 KK1898  PID         -  KK1898
 KK1898  STATE/COUNTY-  CO/JEFFERSON
 KK1898  USGS QUAD   -  ELDORADO SPRINGS (1994)
 KK1898
 KK1898                         *CURRENT SURVEY CONTROL
 KK1898  ___________________________________________________________________
 KK1898* NAD 83(1992)-  39 53 18.25139(N)    105 17 28.98044(W)     ADJUSTED  
 KK1898* NAVD 88     -      2586.4    (meters)    8486.     (feet)  VERTCON   
 KK1898  ___________________________________________________________________
 KK1898  LAPLACE CORR-         -24.87  (seconds)                    DEFLEC99
 KK1898  GEOID HEIGHT-         -15.15  (meters)                     GEOID03
 KK1898
 KK1898  HORZ ORDER  -  FIRST
 KK1898
 KK1898.The horizontal coordinates were established by classical geodetic methods
 KK1898.and adjusted by the National Geodetic Survey in January 1993..
 KK1898
 KK1898.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1898
 KK1898.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1898
 KK1898.The geoid height was determined by GEOID03.
 KK1898
 KK1898;                    North         East     Units Scale Factor Converg.
 KK1898;SPC CO C     -   532,959.775   932,245.892   MT  1.00003032   +0 07 53.7
 KK1898;SPC CO C     - 1,748,552.20  3,058,543.40   sFT  1.00003032   +0 07 53.7
 KK1898;UTM  13      - 4,415,411.806   475,087.134   MT  0.99960764   -0 11 12.7
 KK1898
 KK1898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1898!SPC CO C     -   0.99959678  x   1.00003032  =   0.99962709
 KK1898!UTM  13      -   0.99959678  x   0.99960764  =   0.99920458
 KK1898
 KK1898:                Primary Azimuth Mark                     Grid Az
 KK1898:SPC CO C     -  LACY                                     160 26 51.9
 KK1898:UTM  13      -  LACY                                     160 45 58.3
 KK1898
 KK1898|---------------------------------------------------------------------|
 KK1898| PID    Reference Object                     Distance      Geod. Az  |
 KK1898|                                                           dddmmss.s |
 KK1898| KK1902 LACY                                APPROX. 4.5 KM 1603445.6 |
 KK1898| CP6843 COAL RM 1                             4.063 METERS 20640     |
 KK1898| CP6844 COAL RM 2                             2.368 METERS 28435     |
 KK1898|---------------------------------------------------------------------|
 KK1898
 KK1898                          SUPERSEDED SURVEY CONTROL
 KK1898
 KK1898  NAD 83(1986)-  39 53 18.24743(N)    105 17 28.97771(W) AD(       ) 1
 KK1898  NAD 27      -  39 53 18.29726(N)    105 17 27.01581(W) AD(       ) 1
 KK1898  NGVD 29 (07/19/86) 2585.2    (m)         8482.     (f) VERT ANG       
 KK1898
 KK1898.Superseded values are not recommended for survey control.
 KK1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1898.See file dsdata.txt to determine how the superseded data were derived.
 KK1898
 KK1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE7508715412(NAD 83)
 KK1898_MARKER: DD = SURVEY DISK
 KK1898_SETTING: 80 = SET IN A BOULDER
 KK1898_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KK1898
 KK1898  HISTORY     - Date     Condition        Report By
 KK1898  HISTORY     - 1941     MONUMENTED       USGS
 KK1898  HISTORY     - 1977     GOOD             NGS
 KK1898
 KK1898                          STATION DESCRIPTION
 KK1898
 KK1898'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 KK1898'STATION IS LOCATED ON HIGHEST POINT OF COAL CREEK PEAK, ABOUT 1 MI.
 KK1898'W. AND 0.25 MI. S. OF PLAINVIEW.  A STATION ON MOFFAT BRANCH OF
 KK1898'DENVER AND SALT LAKE RAILROAD.
 KK1898'
 KK1898'STATION MARK--A STANDARD BRONZE TABLET CEMENTED IN SOLID ROCK,
 KK1898'STAMPED ---COAL R 1941---.
 KK1898'
 KK1898'REFERENCE MARK NO. 1--A STANDARD REFERENCE TABLET, CEMENTED IN SOLID
 KK1898'ROCK, STAMPED ---NO 1---, 13.45 FT. DISTANT FROM STATION MARK,
 KK1898'N 34 DEG 28 MIN W.
 KK1898'
 KK1898'REFERENCE MARK NO. 2--A STANDARD BRONZE TABLET, CEMENTED IN SOLID
 KK1898'ROCK, STAMPED ---NO 2---, 7.85 FT. DISTANT FROM STATION MARK,
 KK1898'N 80 DEG 31 MIN E.
 KK1898
 KK1898                          STATION RECOVERY (1977)
 KK1898
 KK1898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1898'STATION IS ABOUT 10 MILES NORTHWEST OF GOLDEN, 9 MILES SOUTH
 KK1898'OF BOULDER, 1/2 MILE NORTHEAST OF STATE HIGHWAY 72, ON
 KK1898'COAL CREEK PEAK, ON PROPERTY OWNED BY LELAND DOUGHTY, IN SW
 KK1898'1/4 OF SEC 12, T. 2 S., R.71 W.  LELAND DOUGHTYS ADDRESS IS
 KK1898'ROUTE 1, BOX 651, GOLDEN, COLORADO.  PHONE 642-3564.
 KK1898'
 KK1898'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 72
 KK1898'AND 93, ABOUT 8 MILES NORTH OF GOLDEN, GO NORTH-
 KK1898'WEST ON HIGHWAY 72 FOR 2.55 MILES TO A RAILROAD UNDERPASS.
 KK1898'CONTINUE WEST ON THE HIGHWAY FOR 1.1 MILES TO A GRAVELED ROAD
 KK1898'RIGHT AT POWER LINE POLE NUMBERED 26699.  TURN RIGHT AND GO
 KK1898'NORTHERLY, UPHILL, FOR 0.45 MILE TO A HOUSE AND END OF TRUCK
 KK1898'TRAVEL.  FROM THIS POINT PACK EASTERLY, UP A DRAW TO A SADDLE.
 KK1898'FROM THE SADDLE TURN RIGHT AND GO SOUTHERLY TO THE HIGHEST
 KK1898'POINT AND THE STATION.  THIS IS A 1-1/2 HOUR PACK WITH LOAD.
 KK1898'
 KK1898'STATION MARK, STAMPED---R 1941 COAL ---, IS A BRONZE
 KK1898'BENCH MARK DISK OF THE U.S. GEOLOGICAL SURVEY, CEMENTED IN A
 KK1898'DRILL HOLE IN A 2-1/2 FOOT BY 2 FOOT BOULDER THAT PROJECTS
 KK1898'1 FOOT.  IT IS ON ABOUT THE HIGHEST PART OF THE PEAK.
 KK1898'
 KK1898'REFERENCE MARK 1, STAMPED---NO 1---, IS A BRONZE REFERENCE
 KK1898'MARK DISK OF THE U.S. GEOLOGICAL SURVEY, CEMENTED IN A DRILL
 KK1898'HOLE IN A 3 FOOT BY 4 FOOT ROCK OUTCROP THAT PROJECTS 8 FEET
 KK1898'ON ITS SOUTHWEST SIDE AND 2-1/2 FEET ON ITS NORTHEAST SIDE.
 KK1898'MARK IS SITUATED IN A 6-INCH DEEP V-CLEFT IN THE TOP OF THE
 KK1898'OUTCROP.
 KK1898'
 KK1898'REFERENCE MARK 2, STAMPED---NO 2---, IS A BRONZE REFERENCE
 KK1898'MARK DISK OF THE U.S. GEOLOGICAL SURVEY, CEMENTED IN A DRILL-
 KK1898'HOLE IN A 3 FOOT BY 10 FOOT ROCK OUTCROP THAT PROJECTS 15
 KK1898'FEET ON ITS WEST SIDE AND 3 FEET ON ITS EAST SIDE.
 KK1898'
 KK1898'THERE WAS NO SUITABLE LOCATION FOR AND AZIMUTH MARK.
 KK1898'DOUBLE STAMPING OF THE STATION NAME NOTED AND VERIFIED.
 KK1898'HEIGHT OF LIGHT ABOVE STATION WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1254 ***********************************************************************
 LL1254  DESIGNATION -  COAL
 LL1254  PID         -  LL1254
 LL1254  STATE/COUNTY-  CO/WELD
 LL1254  USGS QUAD   -  PURCELL (1960)
 LL1254
 LL1254                         *CURRENT SURVEY CONTROL
 LL1254  ___________________________________________________________________
 LL1254* NAD 83(1992)-  40 40 38.86205(N)    104 34 02.39962(W)     ADJUSTED  
 LL1254* NAVD 88     -      1583.     (meters)    5194.     (feet)  SCALED    
 LL1254  ___________________________________________________________________
 LL1254  LAPLACE CORR-          -5.34  (seconds)                    DEFLEC99
 LL1254  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 LL1254
 LL1254  HORZ ORDER  -  SECOND
 LL1254
 LL1254.The horizontal coordinates were established by classical geodetic methods
 LL1254.and adjusted by the National Geodetic Survey in January 1993..
 LL1254
 LL1254.The orthometric height was scaled from a topographic map.
 LL1254
 LL1254.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1254
 LL1254.The geoid height was determined by GEOID03.
 LL1254
 LL1254;                    North         East     Units Scale Factor Converg.
 LL1254;SPC CO N     -   454,458.538   993,250.523   MT  0.99998453   +0 36 09.5
 LL1254;SPC CO N     - 1,491,002.72  3,258,689.42   sFT  0.99998453   +0 36 09.5
 LL1254;UTM  13      - 4,503,043.241   536,564.795   MT  0.99961646   +0 16 55.3
 LL1254
 LL1254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1254!SPC CO N     -   0.99975455  x   0.99998453  =   0.99973908
 LL1254!UTM  13      -   0.99975455  x   0.99961646  =   0.99937110
 LL1254
 LL1254|---------------------------------------------------------------------|
 LL1254| PID    Reference Object                     Distance      Geod. Az  |
 LL1254|                                                           dddmmss.s |
 LL1254| CP6841 COAL RM 1                            17.860 METERS 04440     |
 LL1254| LL1259 VOR GILL RADIO GLL                  APPROX.19.3 KM 1762352.4 |
 LL1254| CP6842 COAL RM 2                            21.015 METERS 23306     |
 LL1254| LL1263 NUNN MUNICIPAL TANK                 APPROX.18.2 KM 2793313.6 |
 LL1254| CP6840 COAL AZ MK                                         2964034.8 |
 LL1254|---------------------------------------------------------------------|
 LL1254
 LL1254                          SUPERSEDED SURVEY CONTROL
 LL1254
 LL1254  NAD 83(1986)-  40 40 38.85063(N)    104 34 02.39890(W) AD(       ) 2
 LL1254  NAD 27      -  40 40 38.92190(N)    104 34 00.54710(W) AD(       ) 2
 LL1254
 LL1254.Superseded values are not recommended for survey control.
 LL1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1254.See file dsdata.txt to determine how the superseded data were derived.
 LL1254
 LL1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF3656503043(NAD 83)
 LL1254_MARKER: DS = TRIANGULATION STATION DISK
 LL1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1254
 LL1254  HISTORY     - Date     Condition        Report By
 LL1254  HISTORY     - 1960     MONUMENTED       CGS
 LL1254
 LL1254                          STATION DESCRIPTION
 LL1254
 LL1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 LL1254'THE STATION IS LOCATED ABOUT 3 MILES NORTH AND 1.75 MILES EAST
 LL1254'OF THE OLD POST OFFICE OF PURCELL, IN SECTION 5, RANGE 64W, TOWNSHIP
 LL1254'8N, ON A PROMINENT RIDGE ON GOVERNMENT PROPERTY LEASED BY THE
 LL1254'GROVES ESTATE.
 LL1254'
 LL1254'TO REACH FROM THE RAILROAD CROSSING NEAR THE NORTHWEST CORNER
 LL1254'OF THE SCHOOLYARD AT THE NORTH EDGE OF PIERCE, GO EAST ON
 LL1254'OILED, THEN GRAVELED, ROAD FOR 8 MILES TO CROSSROAD AT PURCELL.
 LL1254'THEN TURN LEFT AND GO NORTH FOR 3.1 MILES TO FENCE CORNER ON
 LL1254'LEFT.  TURN RIGHT AND GO EAST ON TRACK ROAD FOR 1.2 MILES TO
 LL1254'A WINDMILL WITH A LARGE CONCRETE TANK.  GO EAST ON TRACK ROAD,
 LL1254'THEN ACROSS COUNTRY FOR 0.8 MILE TO HIGHEST POINT AT SOUTH END
 LL1254'OF ROCK-COVERED HILL AND THE STATION.  THE MARK, STAMPED COAL
 LL1254'1960, PROJECTS 6 INCHES ABOVE THE GROUND.
 LL1254'
 LL1254'REFERENCE MARK NO. 1, STAMPED COAL NO 1 1960, IS IN A ONE
 LL1254'FOOT BY TWO FEET ROCK OUTCROP PROJECTING 4 INCHES ABOVE THE
 LL1254'GROUND.
 LL1254'
 LL1254'REFERENCE MARK NO. 2, STAMPED COAL NO 2 1960, IS IN A TWO FEET
 LL1254'BY THREE FEET ROCK OUTCROP NEARLY FLUSH WITH THE GROUND.
 LL1254'
 LL1254'THE AZIMUTH MARK, STAMPED COAL 1960, IS A COAST AND GEODETIC
 LL1254'SURVEY AZIMUTH DISK SET IN THE TOP OF THE SOUTHEAST PART OF A
 LL1254'CIRCULAR CONCRETE WALL OF A WATER TANK BY A WINDMILL (MENTIONED
 LL1254'ABOVE).  THE WALL IS ABOUT 6 INCHES THICK AND 3 FEET HIGH.
 LL1254'
 LL1254'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0441 ***********************************************************************
 KM0441  DESIGNATION -  COAL
 KM0441  PID         -  KM0441
 KM0441  STATE/COUNTY-  CO/MESA
 KM0441  USGS QUAD   -  LANDS END (1962)
 KM0441
 KM0441                         *CURRENT SURVEY CONTROL
 KM0441  ___________________________________________________________________
 KM0441* NAD 83(1992)-  39 00 15.05122(N)    108 12 26.97057(W)     ADJUSTED  
 KM0441* NAVD 88     -      3017.4    (meters)    9900.     (feet)  VERTCON   
 KM0441  ___________________________________________________________________
 KM0441  LAPLACE CORR-          13.70  (seconds)                    DEFLEC99
 KM0441  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 KM0441
 KM0441  HORZ ORDER  -  THIRD
 KM0441
 KM0441.The horizontal coordinates were established by classical geodetic methods
 KM0441.and adjusted by the National Geodetic Survey in January 1993..
 KM0441
 KM0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0441
 KM0441.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0441
 KM0441.The geoid height was determined by GEOID03.
 KM0441
 KM0441;                    North         East     Units Scale Factor Converg.
 KM0441;SPC CO C     -   438,267.238   679,924.764   MT  0.99993733   -1 42 27.3
 KM0441;SPC CO C     - 1,437,881.76  2,230,719.83   sFT  0.99993733   -1 42 27.3
 KM0441;UTM  12      - 4,320,950.983   741,814.046   MT  1.00032008   +1 45 30.2
 KM0441
 KM0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0441!SPC CO C     -   0.99952930  x   0.99993733  =   0.99946666
 KM0441!UTM  12      -   0.99952930  x   1.00032008  =   0.99984923
 KM0441
 KM0441                          SUPERSEDED SURVEY CONTROL
 KM0441
 KM0441  NAD 83(1986)-  39 00 15.03922(N)    108 12 26.96857(W) AD(       ) 3
 KM0441  NGVD 29 (05/18/92) 3016.0    (m)         9895.     (f) VERT ANG       
 KM0441
 KM0441.Superseded values are not recommended for survey control.
 KM0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0441.See file dsdata.txt to determine how the superseded data were derived.
 KM0441
 KM0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ4181420951(NAD 83)
 KM0441_MARKER: DD = SURVEY DISK
 KM0441_SETTING: 66 = SET IN ROCK OUTCROP
 KM0441_SP_SET: SET IN ROCK OUTCROP
 KM0441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0441+STABILITY: POSITION/ELEVATION WELL
 KM0441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0441+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 KM0441
 KM0441  HISTORY     - Date     Condition        Report By
 KM0441  HISTORY     - 1965     MONUMENTED       USGS
 KM0441  HISTORY     - 20050805 GOOD             GEOCAC
 KM0441
 KM0441                          STATION DESCRIPTION
 KM0441
 KM0441'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 KM0441'STATION LOCATED IN MESA COUNTY, ABOUT 21 MI. (AIRLINE) WNW. OF DELTA,
 KM0441'ABOUT 1.6 MI. (AIRLINE) SSE. OF LANDS END OBSERVATORY, ON A SW. RIM
 KM0441'OF GRAND MESA, OVERLOOKING COAL CREEK BASIN TO THE S.
 KM0441'
 KM0441'THE STATION WAS REACHED BY HELICOPTER.
 KM0441'
 KM0441'STATION MARK--USGS ALUMINUM TABLET CEMENTED IN DRILL HOLE IN
 KM0441'OUTCROPPING LAVA ROCK, LEVEL WITH THE GROUND, STAMPED ---COAL E.T.
 KM0441'1965---.
 KM0441
 KM0441                          STATION RECOVERY (2005)
 KM0441
 KM0441'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0441'TO REACH BY GROUND,
 KM0441'FROM GRAND JUNCTION TRAVEL SOUTH EAST ON US HIGHWAY 5O APPROX. 13
 KM0441'MILES FROM HIGHWAY 6 INTERSECTION TO KANNAH CREEK ROAD. TURN LEFT AND
 KM0441'FOLLOW SIGNS TO LANDS END ROAD APPROX. 3 MILES. FOLLOW LANDS END ROAD
 KM0441'TO FOREST SERVICE SHELTER APPROX 16 MILES. TURN RIGHT ON LANDS END
 KM0441'ROAD FOR TWO MILES TO TRACK ROAD ON RIGHT FOLLOW TRACK ROAD APPROX .25
 KM0441'MILES TO STATION ON TOP OF HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5125 ***********************************************************************
 AC5125  DESIGNATION -  COFFEE
 AC5125  PID         -  AC5125
 AC5125  STATE/COUNTY-  CO/PUEBLO
 AC5125  USGS QUAD   -  GRANDVIEW SCHOOL (1974)
 AC5125
 AC5125                         *CURRENT SURVEY CONTROL
 AC5125  ___________________________________________________________________
 AC5125* NAD 83(1992)-  38 26 07.67036(N)    104 06 08.57541(W)     ADJUSTED  
 AC5125* NAVD 88     -      1548.0    (meters)    5079.     (feet)  GPS OBS   
 AC5125  ___________________________________________________________________
 AC5125  X           -  -1,219,183.657 (meters)                     COMP
 AC5125  Y           -  -4,852,919.666 (meters)                     COMP
 AC5125  Z           -   3,944,370.059 (meters)                     COMP
 AC5125  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 AC5125  ELLIP HEIGHT-        1527.68  (meters)          (12/03/02) GPS OBS
 AC5125  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 AC5125
 AC5125  HORZ ORDER  -  FIRST
 AC5125  ELLP ORDER  -  FOURTH    CLASS II
 AC5125
 AC5125.The horizontal coordinates were established by GPS observations
 AC5125.and adjusted by the National Geodetic Survey in January 1997..
 AC5125
 AC5125.The orthometric height was determined by GPS observations and a
 AC5125.high-resolution geoid model.
 AC5125
 AC5125.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5125
 AC5125.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5125
 AC5125.The ellipsoidal height was determined by GPS observations
 AC5125.and is referenced to NAD 83.
 AC5125
 AC5125.The geoid height was determined by GEOID03.
 AC5125
 AC5125;                    North         East     Units Scale Factor Converg.
 AC5125;SPC CO S     -   502,028.198 1,036,424.109   MT  1.00000039   +0 51 26.2
 AC5125;SPC CO S     - 1,647,070.85  3,400,334.76   sFT  1.00000039   +0 51 26.2
 AC5125;UTM  13      - 4,254,513.938   578,340.900   MT  0.99967558   +0 33 28.9
 AC5125
 AC5125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5125!SPC CO S     -   0.99976035  x   1.00000039  =   0.99976074
 AC5125!UTM  13      -   0.99976035  x   0.99967558  =   0.99943601
 AC5125
 AC5125                          SUPERSEDED SURVEY CONTROL
 AC5125
 AC5125  ELLIP H (01/17/97) 1527.68   (m)                       GP(       ) 1 1
 AC5125
 AC5125.Superseded values are not recommended for survey control.
 AC5125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5125.See file dsdata.txt to determine how the superseded data were derived.
 AC5125
 AC5125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC7834154514(NAD 83)
 AC5125_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5125_STAMPING: COFFEE 1995
 AC5125_MARK LOGO: NGS   
 AC5125_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC5125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5125+STABILITY: SURFACE MOTION
 AC5125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5125+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5125
 AC5125  HISTORY     - Date     Condition        Report By
 AC5125  HISTORY     - 1995     MONUMENTED       CO-101
 AC5125
 AC5125                          STATION DESCRIPTION
 AC5125
 AC5125'DESCRIBED BY PUEBLO COUNTY COLORADO 1995 (KCH)
 AC5125'THE STATION IS LOCATED IN NORTHEASTERN PUEBLO COUNTY AT THE EASTERN
 AC5125'TERMINUS OF SULLIVAN ROAD, ABOUT 29.8 MI (48.0 KM) NORTHEAST OF
 AC5125'DOWNTOWN PUEBLO, 6.0 MI (9.7 KM) SOUTH OF THE PUEBLO-EL PASO COUNTY
 AC5125'LINE, 2.4 MI (3.9 KM) WEST OF THE PUEBLO-CROWLEY COUNTY LINE, 15.5 MI
 AC5125'(24.9 KM) NORTHEAST OF BOONE, AT THE SOUTHERN QUARTER-CORNER OF
 AC5125'SECTION 34 OF T18S R60W OF THE 6TH P.M.  TO REACH THE STATION FROM THE
 AC5125'INTERSECTION OF STATE HWY 96E AND BAKER STREET IN BOONE, GO EAST ON
 AC5125'STATE HWY 96 1.0 MI (1.6 KM) TO A SIDE ROAD LEFT, BOONE HILL ROAD.
 AC5125'TURN LEFT, NORTHEAST, OVER RAILROAD TRACKS ON BOONE HILL ROAD FOR 1.4
 AC5125'MI (2.3 KM) AS THE ROAD CLIMBS A MESA TO A POINT WHERE THE ROAD
 AC5125'STRAIGHTENS TO DUE E-W.  CONTINUE EAST ON BOONE ROAD 1.2 MI (1.9 KM)
 AC5125'TO A BEND IN THE ROAD TO THE NORTH.  CONTINUE NORTH, THEN NORTHEAST,
 AC5125'AND THEN EAST 1.5 MI (2.4 KM) TO A  Y INTERSCTION WITH BOONE ROAD AND
 AC5125'BOONE HILL ROAD EAST.  CONTINUE AHEAD, EAST, ON WHAT IS NOW CALLED
 AC5125'BOONE HILL ROAD EAST 4.0 MI (6.4 KM) TO AN INTERSECTION WITH PRAIRIE
 AC5125'HILLS ROAD.  TURN LEFT, NORTH, 2.0 MI (3.2 KM) ON PRAIRIE HILLS ROAD
 AC5125'TO A SIDE ROAD LEFT, ASHBRIDGE ROAD.  CONTINUE NORTH 2.0 MI (3.2 KM)
 AC5125'TO A SIDE ROAD RIGHT, ROY WRIGHT S ROAD.  CONTINUE NORTH 4.0 MI (6.4
 AC5125'KM) TO A SIDE ROAD RIGHT, PRAIRIE HILLS ROAD EAST.  CONTINUE NORTH 2.0
 AC5125'MI (3.2 KM) TO A SIDE ROAD LEFT, MR.S WRIGHT S ROAD. CONTINUE NORTH
 AC5125'1.0 MI (1.6 KM) TO A SIDE ROAD RIGHT, SULLIVAN ROAD. TURN RIGHT, EAST,
 AC5125'0.5 MI (0.8 KM) TO A LOCKED STEEL GATE AT THE END OF SULLIVAN ROAD.
 AC5125'THE STATION IS POSITIONED IN THE SOUTHEAST CORNER OF THE RIGHT-OF-WAY.
 AC5125'OWNERSHIP--PUEBLO COUNTY RIGHT-OF-WAY.  THE MARKER IS A STANDARD NGS
 AC5125'BRASS HORIZONTAL CONTROL DISK SET INTO THE TOP OF A CYLANDRICAL
 AC5125'CONCRETE MASS 1.5 FT (0.5 M) IN DIAMETER AND 5.0 FEET (1.5 M) DEEP,
 AC5125'SET EVEN WITH THE GROUND.  IT IS 1.4 M (4.6 FT) EAST OF A CARSONITE
 AC5125'WITNESS POST, 11.3 M (37.1 FT) EAST OF A TELEPHONE POLE, 10.6 M (34.8
 AC5125'FT) SOUTH OF THE CENTER OF A STEEL GATE, 2.9 M (9.5 FT) NORTHWEST OF A
 AC5125'FENCE CORNER, 9.5 M (31.2 FT) SOUTH OF THE CENTERLINE OF A DIRT ROAD,
 AC5125'AND ABOUT .6 M (2.0 FT) ABOVE THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0546 ***********************************************************************
 HK0546  DESIGNATION -  COHEN
 HK0546  PID         -  HK0546
 HK0546  STATE/COUNTY-  CO/LAS ANIMAS
 HK0546  USGS QUAD   -  BROWN SHEEP CAMP (1993)
 HK0546
 HK0546                         *CURRENT SURVEY CONTROL
 HK0546  ___________________________________________________________________
 HK0546* NAD 83(1992)-  37 25 08.99261(N)    104 02 05.52118(W)     ADJUSTED  
 HK0546* NAVD 88     -      1652.8    (meters)    5423.     (feet)  VERTCON   
 HK0546  ___________________________________________________________________
 HK0546  X           -  -1,230,303.326 (meters)                     COMP
 HK0546  Y           -  -4,921,715.818 (meters)                     COMP
 HK0546  Z           -   3,855,434.730 (meters)                     COMP
 HK0546  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 HK0546  ELLIP HEIGHT-        1632.78  (meters)          (12/03/02) GPS OBS
 HK0546  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 HK0546
 HK0546  HORZ ORDER  -  FIRST
 HK0546  ELLP ORDER  -  FOURTH    CLASS II
 HK0546
 HK0546.The horizontal coordinates were established by GPS observations
 HK0546.and adjusted by the National Geodetic Survey in December 2002..
 HK0546
 HK0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0546
 HK0546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HK0546
 HK0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0546
 HK0546.The ellipsoidal height was determined by GPS observations
 HK0546.and is referenced to NAD 83.
 HK0546
 HK0546.The geoid height was determined by GEOID03.
 HK0546
 HK0546;                    North         East     Units Scale Factor Converg.
 HK0546;SPC CO S     -   389,332.675 1,044,087.379   MT  0.99997147   +0 53 55.2
 HK0546;SPC CO S     - 1,277,335.62  3,425,476.68   sFT  0.99997147   +0 53 55.2
 HK0546;UTM  13      - 4,141,810.400   585,401.122   MT  0.99968984   +0 35 11.4
 HK0546
 HK0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0546!SPC CO S     -   0.99974384  x   0.99997147  =   0.99971532
 HK0546!UTM  13      -   0.99974384  x   0.99968984  =   0.99943376
 HK0546
 HK0546:                Primary Azimuth Mark                     Grid Az
 HK0546:SPC CO S     -  FAA MICROWAVE REPEATER TOWER             006 52 05.8
 HK0546:UTM  13      -  FAA MICROWAVE REPEATER TOWER             007 10 49.6
 HK0546
 HK0546|---------------------------------------------------------------------|
 HK0546| PID    Reference Object                     Distance      Geod. Az  |
 HK0546|                                                           dddmmss.s |
 HK0546| HK0553 FAA MICROWAVE REPEATER TOWER        APPROX.13.9 KM 0074601.0 |
 HK0546| CR7795 COHEN RM 1                           28.988 METERS 16205     |
 HK0546| HK0547 COHEN AZ MK                         APPROX. 0.7 KM 1795441.4 |
 HK0546| CR7796 COHEN RM 2                           28.935 METERS 25234     |
 HK0546|---------------------------------------------------------------------|
 HK0546
 HK0546                          SUPERSEDED SURVEY CONTROL
 HK0546
 HK0546  ELLIP H (12/21/93) 1632.79   (m)                       GP(       ) 4 1
 HK0546  NAD 83(1992)-  37 25 08.99307(N)    104 02 05.52166(W) AD(       ) 1
 HK0546  ELLIP H (01/07/93) 1632.79   (m)                       GP(       ) 4 2
 HK0546  NAD 83(1986)-  37 25 08.97860(N)    104 02 05.53109(W) AD(       ) 1
 HK0546  NAD 27      -  37 25 08.93813(N)    104 02 03.63513(W) AD(       ) 1
 HK0546  NGVD 29 (11/20/87) 1651.9    (m)         5420.     (f) GPS OBS        
 HK0546
 HK0546.Superseded values are not recommended for survey control.
 HK0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0546.See file dsdata.txt to determine how the superseded data were derived.
 HK0546
 HK0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB8540141810(NAD 83)
 HK0546_MARKER: DH = HORIZONTAL CONTROL DISK
 HK0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0546_MAGNETIC: N = NO MAGNETIC MATERIAL
 HK0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0546+STABILITY: SURFACE MOTION
 HK0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HK0546+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1986
 HK0546
 HK0546  HISTORY     - Date     Condition        Report By
 HK0546  HISTORY     - 1985     MONUMENTED       USA
 HK0546  HISTORY     - 19860605 GOOD
 HK0546
 HK0546                          STATION DESCRIPTION
 HK0546
 HK0546'DESCRIBED BY US ARMY 1985 (LWD)
 HK0546'THE STATION IS LOCATED ABOUT 77.2 KM (48.0 MI)
 HK0546'SOUTHWEST OF LAJUNTA,
 HK0546'21.7 KM (13.5 MI)EAST- NORTHEAST OF MODEL, ON A NORTHWEST-SOUTHEAST
 HK0546'RIDGE, 4.8 KM (3.0 MI) NORTHEAST OF THE HOGBACK, ON THE SOUTHEAST
 HK0546'END OF THE RIDGE.
 HK0546'OWNERSHIP--U.S. ARMY,  CONTACT DIVISION ARTILLERY SURVEY
 HK0546'INFORMATION CENTER, HHB 4TH DIVISION ARTILLERY, FORT CARSON
 HK0546'COLORADO.  80913-5428.  TELEPHONE  303-579-2131..
 HK0546'
 HK0546'TO REACH THE STATION FROM THE INTERSECTIONOF STATE HIGHWAY 350 AND
 HK0546'COUNTY ROAD 99 IN THE TOWN OF MODEL, IN LAS ANIMAS COUNTY,
 HK0546'COLORADO.  PROCEED NORTHEAST ON HIGHWAY 350 FOR 16.49 KM (10.25 MI)
 HK0546'TO THE MAIN ENTRANCE TO PINON CANYON MANEUVER SITE AND A ROAD
 HK0546'RIGHT.  TURN RIGHT, EAST, ON MAIN ROAD FOR 1.4 KM (0.9 MI) TO A
 HK0546'ROAD RIGHT.  TURN RIGHT, SOUTH, FOR 0.7 KM (0.45 MI) TO THE
 HK0546'ENTRANCE TO A SOUTHERLY TANK TRAIL ON YOUR LEFT FRONT.  ENTER TANK
 HK0546'TRAIL AND PROCEED SOUTHERLY AND EASTERLY FOR 13.4 KM (8.35 M) TO
 HK0546'THE INTERSECTION OF A NORTHEAST-SOUTHWEST TANK TRAIL.  TURN LEFT,
 HK0546'NORTHEAST AND PROCEED NORTHEAST THEN EAST FOR 6.8 KM (4.25 MI) TO A
 HK0546'TRACK ROAD LEFT.  TURN LEFT, NORTH, ON TRACK ROAD FOR 1.8 KM (1.1
 HK0546'M) AND A TRACK ROAD RIGHT.  TURN RIGHT, EAST, ON TRACK ROAD FOR
 HK0546'0.48 KM (0.3 MI) AND A DIM TRACK ROAD LEFT.  TURN LEFT, NORTH, ON
 HK0546'DIM TRACK ROAD FOR 0.2 KM (0.15 MI) AND THE AZIMUTH MARK ON LEFT,
 HK0546'CONTINUE AHEAD FOR 0.8 KM (0.5 MI) TO TOP OF RIDGE, TWO TELEPHONE
 HK0546'POLES ON RIGHT, AND THE STATION ON LEFT.
 HK0546'
 HK0546'THE STATION IS A STANDARD NGS DISK
 HK0546'STAMPED---COHEN GPS 1985---,
 HK0546'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HK0546'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 HK0546'1.4 METERS (4.5 FT) SOUTH FROM AN ORANGE WITNESS POST
 HK0546'22.6 METERS (74 FT) WEST FROM THE SOUTHERLY OF TWO TELEPHONE POLES
 HK0546'25.2 METERS (82.7 FT) SOUTHWEST FROM THE EDGE OF THE RIDGE
 HK0546'80.2 METERS (263.0 FT) WEST FROM A FOUR FOOT TALL ROCK CAIRN
 HK0546'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 HK0546'STAMPED---COHEN GPS 1985---,
 HK0546'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 HK0546'
 HK0546'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 HK0546'STAMPED---COHEN GPS N0 1 1985---,
 HK0546'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HK0546'30 CM IN DIAMETER RECESSED 8.0 CM BELOW GROUND.  LOCATED
 HK0546'1.2 METERS (3.9 FT) NORTH FROM A STEEL WITNESS POST
 HK0546'5.9 METERS (19.5 FT) SOUTH FROM THE CENTERLINE OF A TRACK ROAD
 HK0546'9.9 METERS (32.6 FT) WEST FROM THE CENTERLINE OF A TRACK ROAD
 HK0546'MARK IS 0.6 METERS BELOW THE STATION.
 HK0546'
 HK0546'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 HK0546'STAMPED---COHEN GPS 1985---,
 HK0546'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HK0546'28 CM IN DIAMETER RECESSED 2.0 CM BELOW GROUND.  LOCATED
 HK0546'0.8 METERS (2.7 FT) WEST FROM AN ORANGE WITNESS POST
 HK0546'6.5 METERS (21.4 FT) WEST FROM THE CENTERLINE OF A TRACK ROAD
 HK0546'TO REACH THE AZIMUTH FROM THE STATION,
 HK0546'GO SOUTH FOR 0.8 KM (0.5 MI) ON  A DIM TRACK ROAD AND THE AZIMUTH
 HK0546'MARK ON RIGHT.
 HK0546'
 HK0546'DESCRIBED BY TNT.
 HK0546
 HK0546                          STATION RECOVERY (1986)
 HK0546
 HK0546'RECOVERED 1986
 HK0546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ5757 ***********************************************************************
 AJ5757  DESIGNATION -  COHEN
 AJ5757  PID         -  AJ5757
 AJ5757  STATE/COUNTY-  CO/ELBERT
 AJ5757  USGS QUAD   -  RIVER BEND (1970)
 AJ5757
 AJ5757                         *CURRENT SURVEY CONTROL
 AJ5757  ___________________________________________________________________
 AJ5757* NAD 83(1992)-  39 17 46.42262(N)    103 51 21.42278(W)     ADJUSTED  
 AJ5757* NAVD 88     -      1721.6    (meters)    5648.     (feet)  GPS OBS   
 AJ5757  ___________________________________________________________________
 AJ5757  X           -  -1,183,969.296 (meters)                     COMP
 AJ5757  Y           -  -4,800,019.907 (meters)                     COMP
 AJ5757  Z           -   4,018,899.447 (meters)                     COMP
 AJ5757  LAPLACE CORR-          -5.04  (seconds)                    DEFLEC99
 AJ5757  ELLIP HEIGHT-        1702.44  (meters)          (12/03/02) GPS OBS
 AJ5757  GEOID HEIGHT-         -19.22  (meters)                     GEOID03
 AJ5757
 AJ5757  HORZ ORDER  -  FIRST
 AJ5757  ELLP ORDER  -  FOURTH    CLASS II
 AJ5757
 AJ5757.The horizontal coordinates were established by GPS observations
 AJ5757.and adjusted by the National Geodetic Survey in October 2001..
 AJ5757
 AJ5757.The orthometric height was determined by GPS observations and a
 AJ5757.high-resolution geoid model.
 AJ5757
 AJ5757.Photographs are available for this station.
 AJ5757
 AJ5757.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5757
 AJ5757.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5757
 AJ5757.The ellipsoidal height was determined by GPS observations
 AJ5757.and is referenced to NAD 83.
 AJ5757
 AJ5757.The geoid height was determined by GEOID03.
 AJ5757
 AJ5757;                    North         East     Units Scale Factor Converg.
 AJ5757;SPC CO C     -   468,476.703 1,056,208.137   MT  0.99994170   +1 02 12.8
 AJ5757;SPC CO C     - 1,536,993.98  3,465,242.86   sFT  0.99994170   +1 02 12.8
 AJ5757;UTM  13      - 4,350,274.038   598,652.137   MT  0.99971983   +0 43 28.6
 AJ5757
 AJ5757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5757!SPC CO C     -   0.99973297  x   0.99994170  =   0.99967469
 AJ5757!UTM  13      -   0.99973297  x   0.99971983  =   0.99945288
 AJ5757
 AJ5757                          SUPERSEDED SURVEY CONTROL
 AJ5757
 AJ5757  ELLIP H (10/01/01) 1702.46   (m)                       GP(       ) 3 2
 AJ5757
 AJ5757.Superseded values are not recommended for survey control.
 AJ5757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5757.See file dsdata.txt to determine how the superseded data were derived.
 AJ5757
 AJ5757_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED9865250274(NAD 83)
 AJ5757_MARKER: I = METAL ROD
 AJ5757_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ5757_STAMPING: COHEN 2001
 AJ5757_MARK LOGO: NGS   
 AJ5757_PROJECTION: FLUSH
 AJ5757_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ5757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ5757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5757+SATELLITE: SATELLITE OBSERVATIONS - 2001
 AJ5757_ROD/PIPE-DEPTH: 5.2  meters
 AJ5757_SLEEVE-DEPTH  : 1.0 meters
 AJ5757
 AJ5757  HISTORY     - Date     Condition        Report By
 AJ5757  HISTORY     - 2001     MONUMENTED       CODOT
 AJ5757
 AJ5757                          STATION DESCRIPTION
 AJ5757
 AJ5757'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 2001 (DAS)
 AJ5757'THE STATION IS LOCATED ABOUT 34 MILES SOUTHEAST OF THE TOWN OF
 AJ5757'KIOWA ON STATE HIGHWAY 86 AND 2.0 MILES  SOUTHWEST OF THE
 AJ5757'INTERSECTION OF STATE HIGHWAY 86 AND INTERSTATE 70 ON STATE
 AJ5757'HIGHWAY 86,  AT MILE POST 57.1,  IN THE NORTHEAST 1/4 OF SECTION 12,
 AJ5757'T9S, R58W,
 AJ5757'OWNERSHIP -- COLORADO DEPARTMENT OF TRANSPORTATION RIGHT OF WAY.
 AJ5757' 
 AJ5757'TO REACH THE STATION FROM INTERSTATE 70 AND STATE HIGHWAY 86, EXIT
 AJ5757'352,
 AJ5757'AND GO WESTERLY ON STATE HIGHWAY 86 FOR 2.0 MILES TO A RISE WHERE THE
 AJ5757'STATION IS ON THE LEFT
 AJ5757' 
 AJ5757'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 AJ5757'TO
 AJ5757'REFUSAL AT A DEPTH OF  5.2 M, ENCASED IN A 0.9 M LONG FINNED GREASED
 AJ5757'SLEEVE,
 AJ5757'ENCLOSED IN A PVC PIPE WITH LOGO LID, SURROUNDED BY A CONCRETE COLLAR
 AJ5757'FLUSH WITH THE GROUND.    IT IS 46.6 M WEST FROM A ANGLE IRON BRACE
 AJ5757'POST
 AJ5757'FOR A BARBED-WIRE RIGHT-OF-WAY FENCE, 29.0 M SOUTH FROM THE CENTERLINE
 AJ5757'OF STATE HIGHWAY 86, 19.4 M EAST FROM THE TOP OF A HILL, 1.4 M NORTH
 AJ5757'FROM A
 AJ5757'BARBED-WIRE RIGHT-OF-WAY FENCE,  1.2 M NORTH FROM AN ORANGE CARSONITE
 AJ5757'WITNESS POST AND ABOUT 1.5 M ABOVE THE GRADE OF STATE HIGHWAY 86.
 AJ5757' 
 AJ5757'D. A. STEWART, CDOT
 AJ5757' 
 AJ5757' 
 AJ5757' 
 AJ5757'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3120 ***********************************************************************
 AA3120  DESIGNATION -  COKE
 AA3120  PID         -  AA3120
 AA3120  STATE/COUNTY-  CO/LAS ANIMAS
 AA3120  USGS QUAD   -  TRINIDAD WEST (1979)
 AA3120
 AA3120                         *CURRENT SURVEY CONTROL
 AA3120  ___________________________________________________________________
 AA3120* NAD 83(1992)-  37 08 33.04665(N)    104 37 01.15410(W)     ADJUSTED  
 AA3120* NAVD 88     -      1928.2    (meters)    6326.     (feet)  GPS OBS   
 AA3120  ___________________________________________________________________
 AA3120  X           -  -1,284,993.368 (meters)                     COMP
 AA3120  Y           -  -4,927,176.339 (meters)                     COMP
 AA3120  Z           -   3,831,165.535 (meters)                     COMP
 AA3120  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 AA3120  ELLIP HEIGHT-        1909.66  (meters)          (12/03/02) GPS OBS
 AA3120  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 AA3120
 AA3120  HORZ ORDER  -  FIRST
 AA3120  ELLP ORDER  -  FOURTH    CLASS II
 AA3120
 AA3120.The horizontal coordinates were established by GPS observations
 AA3120.and adjusted by the National Geodetic Survey in December 1994..
 AA3120
 AA3120.The orthometric height was determined by GPS observations and a
 AA3120.high-resolution geoid model.
 AA3120
 AA3120.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3120
 AA3120.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3120
 AA3120.The ellipsoidal height was determined by GPS observations
 AA3120.and is referenced to NAD 83.
 AA3120
 AA3120.The geoid height was determined by GEOID03.
 AA3120
 AA3120;                    North         East     Units Scale Factor Converg.
 AA3120;SPC CO S     -   357,983.025   992,853.560   MT  1.00001773   +0 32 29.8
 AA3120;SPC CO S     - 1,174,482.64  3,257,387.05   sFT  1.00001773   +0 32 29.8
 AA3120;UTM  13      - 4,110,750.635   534,015.330   MT  0.99961425   +0 13 52.6
 AA3120
 AA3120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3120!SPC CO S     -   0.99970041  x   1.00001773  =   0.99971813
 AA3120!UTM  13      -   0.99970041  x   0.99961425  =   0.99931477
 AA3120
 AA3120                          SUPERSEDED SURVEY CONTROL
 AA3120
 AA3120  ELLIP H (12/30/94) 1909.65   (m)                       GP(       ) 3 1
 AA3120
 AA3120.Superseded values are not recommended for survey control.
 AA3120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3120.See file dsdata.txt to determine how the superseded data were derived.
 AA3120
 AA3120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB3401510751(NAD 83)
 AA3120_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3120_STAMPING: COKE 1994
 AA3120_MARK LOGO: NGS   
 AA3120_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3120+STABILITY: SURFACE MOTION
 AA3120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3120+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA3120
 AA3120  HISTORY     - Date     Condition        Report By
 AA3120  HISTORY     - 1994     MONUMENTED       NGS
 AA3120
 AA3120                          STATION DESCRIPTION
 AA3120
 AA3120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RSC)
 AA3120'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) WEST-SOUTHWEST OF TRINIDAD,
 AA3120'4.5 MI (7.2 KM) WEST-SOUTHWEST OF JANSEN AND 0.25 MI (0.40 KM) EAST OF
 AA3120'COKEVILLE, IN THE SOUTHEAST 1/4 OF SECTION 25, T 33 S, R 65 W, AT
 AA3120'STATE HIGHWAY 12 MILEPOST 62.8.  OWNERSHIP--COLORADO DEPT. OF
 AA3120'TRANSPORTATION RIGHT-OF-WAY. TO REACH THE STATION FROM THE
 AA3120'INTERSECTION OF STATE HIGHWAY 12 AND COUNTY ROAD 57.7, THE ROAD TO
 AA3120'COKEVILLE, GO TO THE SOUTHEAST CORNER OF THE INTERSECTION AND THE
 AA3120'STATION. THE MARK IS A STANDARD DISK SET IN A CONCRETE POST 45 CM IN
 AA3120'DIAMETER FLUSH WITH THE GROUND.  IT IS 26.5 M (86.9 FT) EAST OF THE
 AA3120'CENTERLINE OF STATE HIGHWAY 12, 24.1 M (79.1 FT) EAST OF THE NORTHEAST
 AA3120'CORNER OF HIGHWAY STRUCTURE P-18-AO, 9.8 M (32.2 FT) SOUTH OF THE
 AA3120'CENTERLINE OF COUNTY ROAD 57.7 AND 1.2 M (3.9 FT) SOUTH-SOUTHWEST OF A
 AA3120'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0570 ***********************************************************************
 HK0570  DESIGNATION -  COLD
 HK0570  PID         -  HK0570
 HK0570  STATE/COUNTY-  CO/SAGUACHE
 HK0570  USGS QUAD   -  LIBERTY (1967)
 HK0570
 HK0570                         *CURRENT SURVEY CONTROL
 HK0570  ___________________________________________________________________
 HK0570* NAD 83(1992)-  37 49 20.97893(N)    105 32 49.21773(W)     ADJUSTED  
 HK0570* NAVD 88     -      2838.62   (+/-2cm)    9313.0    (feet)  VERTCON   
 HK0570  ___________________________________________________________________
 HK0570  LAPLACE CORR-          10.73  (seconds)                    DEFLEC99
 HK0570  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 HK0570
 HK0570  HORZ ORDER  -  THIRD
 HK0570  VERT ORDER  -  THIRD ? (See Below)
 HK0570
 HK0570.The horizontal coordinates were established by classical geodetic methods
 HK0570.and adjusted by the National Geodetic Survey in January 1993..
 HK0570
 HK0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0570.The vertical order pertains to the NGVD 29 superseded value.
 HK0570
 HK0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0570
 HK0570.The geoid height was determined by GEOID03.
 HK0570
 HK0570;                    North         East     Units Scale Factor Converg.
 HK0570;SPC CO S     -   433,079.865   910,263.565   MT  0.99994542   -0 01 43.8
 HK0570;SPC CO S     - 1,420,862.86  2,986,423.05   sFT  0.99994542   -0 01 43.8
 HK0570;UTM  13      - 4,186,261.596   451,858.717   MT  0.99962854   -0 20 07.6
 HK0570
 HK0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0570!SPC CO S     -   0.99955718  x   0.99994542  =   0.99950262
 HK0570!UTM  13      -   0.99955718  x   0.99962854  =   0.99918588
 HK0570
 HK0570                          SUPERSEDED SURVEY CONTROL
 HK0570
 HK0570  NAD 83(1992)-  37 49 20.97509(N)    105 32 49.23397(W) AD(       ) 3
 HK0570  NGVD 29 (06/01/92) 2837.23   (m)         9308.5    (f) LEVELING    3  
 HK0570
 HK0570.Superseded values are not recommended for survey control.
 HK0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0570.See file dsdata.txt to determine how the superseded data were derived.
 HK0570
 HK0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB5185986262(NAD 83)
 HK0570_MARKER: DD = SURVEY DISK
 HK0570_SETTING: 66 = SET IN ROCK OUTCROP
 HK0570_SP_SET: SET IN ROCK OUTCROP
 HK0570_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HK0570+STABILITY: POSITION/ELEVATION WELL
 HK0570
 HK0570  HISTORY     - Date     Condition        Report By
 HK0570  HISTORY     - 1936     MONUMENTED       USGS
 HK0570
 HK0570                          STATION DESCRIPTION
 HK0570
 HK0570'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 HK0570'STATION IS ABOUT 4 MI. SE. OF LIBERTY, COLORADO, AND LIES ON A HIGH
 HK0570'ROCKY POINT ON THE FIRST SPUR RIDGE E. OF COLD CREEK (LOCALLY KNOWN
 HK0570'AS BEAR CREEK).
 HK0570'
 HK0570'STATION IS REACHED BY PACKING SE. FROM LIBERTY ABOUT 3.5 MI. TO THE
 HK0570'POINT WHERE COLD CREEK TURNS SHARPLY TO THE N., THENCE SE. 0.5 MI.
 HK0570'TO THE BASE OF THE SPUR RIDGE, THENCE NE. 0.2 MI. TO STATION.  THIS
 HK0570'IS A 3 HOUR PACK BY FOOT OR 2 HOURS BY HORSE.
 HK0570'
 HK0570'STATION MARK--A STANDARD BRONZE TABLET IN GRANITE OUTCROP.  TABLET
 HK0570'IS STAMPED---COLD 1936---.
 HK0570'
 HK0570'REFERENCE MARK NO. 1--A STANDARD BRONZE TABLET IN GRANITE OUTCROP,
 HK0570'DISTANCE 25.79 FT. FROM STATION, N 47 DEG 38 MIN W.
 HK0570'
 HK0570'REFERENCE MARK NO. 2--A STANDARD BRONZE TABLET IN GRANITE OUTCROP,
 HK0570'DISTANCE 23.90 FT. FROM STATION, N 56 DEG 10 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0575 ***********************************************************************
 LN0575  DESIGNATION -  COLD SPRING
 LN0575  PID         -  LN0575
 LN0575  STATE/COUNTY-  CO/MOFFAT
 LN0575  USGS QUAD   -  BIG JOE BASIN (1966)
 LN0575
 LN0575                         *CURRENT SURVEY CONTROL
 LN0575  ___________________________________________________________________
 LN0575* NAD 83(1992)-  40 49 55.99501(N)    108 45 25.91214(W)     ADJUSTED  
 LN0575* NAVD 88     -      2636.8    (meters)    8651.     (feet)  VERTCON   
 LN0575  ___________________________________________________________________
 LN0575  LAPLACE CORR-          -9.45  (seconds)                    DEFLEC99
 LN0575  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 LN0575
 LN0575  HORZ ORDER  -  SECOND
 LN0575
 LN0575.The horizontal coordinates were established by classical geodetic methods
 LN0575.and adjusted by the National Geodetic Survey in November 1997..
 LN0575
 LN0575.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0575
 LN0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0575
 LN0575.The geoid height was determined by GEOID03.
 LN0575
 LN0575;                    North         East     Units Scale Factor Converg.
 LN0575;SPC CO N     -   476,274.995   639,722.644   MT  1.00000830   -2 06 16.5
 LN0575;SPC CO N     - 1,562,578.88  2,098,823.37   sFT  1.00000830   -2 06 16.5
 LN0575;UTM  12      - 4,522,552.966   689,107.692   MT  1.00004018   +1 28 00.8
 LN0575
 LN0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0575!SPC CO N     -   0.99958890  x   1.00000830  =   0.99959720
 LN0575!UTM  12      -   0.99958890  x   1.00004018  =   0.99962907
 LN0575
 LN0575|---------------------------------------------------------------------|
 LN0575| PID    Reference Object                     Distance      Geod. Az  |
 LN0575|                                                           dddmmss.s |
 LN0575| CP4716 COLD SPRING RM 1                     17.890 METERS 02218     |
 LN0575| CP4717 COLD SPRING RM 2                     12.973 METERS 07455     |
 LN0575| LN0576 MIDDLE                              APPROX.22.6 KM 3152649.0 |
 LN0575|---------------------------------------------------------------------|
 LN0575
 LN0575                          SUPERSEDED SURVEY CONTROL
 LN0575
 LN0575  NAD 83(1992)-  40 49 55.99277(N)    108 45 25.90964(W) AD(       ) 2
 LN0575  NAD 83(1992)-  40 49 55.98667(N)    108 45 25.90562(W) AD(       ) 2
 LN0575  NAD 83(1986)-  40 49 55.98541(N)    108 45 25.90545(W) AD(       ) 2
 LN0575  NAD 27      -  40 49 56.11800(N)    108 45 23.50200(W) AD(       ) 2
 LN0575  NGVD 29 (07/19/86) 2635.5    (m)         8647.     (f) VERT ANG       
 LN0575
 LN0575.Superseded values are not recommended for survey control.
 LN0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0575.See file dsdata.txt to determine how the superseded data were derived.
 LN0575
 LN0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL8910822553(NAD 83)
 LN0575_MARKER: DS = TRIANGULATION STATION DISK
 LN0575_SETTING: 66 = SET IN ROCK OUTCROP
 LN0575
 LN0575  HISTORY     - Date     Condition        Report By
 LN0575  HISTORY     - 1937     MONUMENTED       CGS
 LN0575
 LN0575                          STATION DESCRIPTION
 LN0575
 LN0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LN0575'STATION IS ABOUT 14 MILES N, AND 4 MILES W OF GREYSTONE, COLORADO.
 LN0575'STATION IS ON A HIGH AND PROMINENT, BALD PEAK ON THE SE END OF
 LN0575'THE COLD SPRINGS RANGE.  IT IS THE HIGHEST POINT ON THE RANGE,
 LN0575'ABOUT ONE MILE W AND 3000 FEET HIGHER THAN IRISH LAKE AT THE
 LN0575'N OR UPPER END OF IRISH CANYON AND THE GREYSTONE-ROCK SPRINGS,
 LN0575'AND ABOUT 6 MILES SSE OF THE SPARKS RANCH.  THE RANGE RUNS IN A
 LN0575'N AND S DIRECTION AND IS VERY ROCKY NEAR THE TOP.  THERE IS
 LN0575'A STEEP CLIFF TO THE W AND STEEP SLOPE TO THE E.  STATION
 LN0575'IS ABOUT 6 FEET E OF THE TOP OF THE RIDGE.
 LN0575'
 LN0575'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 LN0575'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 LN0575'
 LN0575'REFERENCE MARK NO. 1 IS ABOUT 15 FEET BELOW AND NE OF THE
 LN0575'STATION.
 LN0575'
 LN0575'REFERENCE MARK NO. 2 IS ABOUT 25 FEET BELOW AND E OF THE STATION.
 LN0575'
 LN0575'AZIMUTH MARK IS ABOUT 0.2 MILE S, ABOUT 4 FEET LOWER AND ABOUT
 LN0575'8 FEET E OF THE TOP OF THE RIDGE.
 LN0575'
 LN0575'TO REACH FROM SUNBEAM STORE AND POST OFFICE.  GO N AND W ON
 LN0575'THE MAIN GRADED ROAD TOWARD ROCK SPRINGS, WYOMING, FOR 2.0 MILES
 LN0575'TO A FORK AND SIGN POST.  TAKE THE RIGHT FORK AND FOLLOW THE
 LN0575'MAIN GRADED ROAD, GENERALLY NW FOR 32.5 MILES TO A ROAD THAT
 LN0575'COMES IN FROM THE LEFT AND A SIGN READING LADORE CANYON, 9 MILES.
 LN0575'TAKE THE RIGHT FORK AND GO N ON THE MAIN GRADED ROAD ACROSS THE
 LN0575'CANYON, UP THE SHELF ROAD AND N ACROSS THE FLATS FOR 2.0 MILES.
 LN0575'THENCE TAKE THE RIGHT FORK AT THE LARGE BOX AND CONTINUE N AND
 LN0575'NE FOR 8.2 MILES TO A POINT IN THE IRISH CANYON WHERE THE
 LN0575'ROAD IS ABOUT TO ENTER THE NARROW, BOX CANYON.  THIS POINT IS
 LN0575'ABOUT 0.8 MILE BELOW THE HEAD OF THE CANYON AND IRISH LAKE, A
 LN0575'SMALL MUDDY LAKE.  THE STATION IS ABOUT 1-1/4 MILES WNW OF
 LN0575'THIS POINT.  PACK W ACROSS THE CANYON AND THE MOUTH OF A
 LN0575'SMALL BRUSHY CANYON THAT COMES DOWN FROM THE N BETWEEN THE MAIN
 LN0575'RIDGE AND A SECONDARY RIDGE AND GO UP THE STEEP SLOPE FOR
 LN0575'ABOUT ONE MILE TO THE TOP OF THE RIDGE.  THENCE TURN RIGHT AND
 LN0575'GO N ALONG THE RIDGE FOR ABOUT 1/4 MILE TO THE HIGHEST
 LN0575'POINT AND THE STATION.  THIS IS A HARD AND STEEP CLIMB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3406 ***********************************************************************
 AA3406  DESIGNATION -  COLEMAN
 AA3406  PID         -  AA3406
 AA3406  STATE/COUNTY-  CO/DOUGLAS
 AA3406  USGS QUAD   -  LARKSPUR (1994)
 AA3406
 AA3406                         *CURRENT SURVEY CONTROL
 AA3406  ___________________________________________________________________
 AA3406* NAD 83(1992)-  39 10 51.29201(N)    104 54 56.31983(W)     ADJUSTED  
 AA3406* NAVD 88     -      2139.7    (meters)    7020.     (feet)  GPS OBS   
 AA3406  ___________________________________________________________________
 AA3406  X           -  -1,274,707.785 (meters)                     COMP
 AA3406  Y           -  -4,785,445.243 (meters)                     COMP
 AA3406  Z           -   4,009,247.343 (meters)                     COMP
 AA3406  LAPLACE CORR-         -14.13  (seconds)                    DEFLEC99
 AA3406  ELLIP HEIGHT-        2123.59  (meters)          (12/03/02) GPS OBS
 AA3406  GEOID HEIGHT-         -16.06  (meters)                     GEOID03
 AA3406
 AA3406  HORZ ORDER  -  FIRST
 AA3406  ELLP ORDER  -  FOURTH    CLASS II
 AA3406
 AA3406.The horizontal coordinates were established by GPS observations
 AA3406.and adjusted by the National Geodetic Survey in December 1994..
 AA3406
 AA3406.The orthometric height was determined by GPS observations and a
 AA3406.high-resolution geoid model.
 AA3406
 AA3406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3406
 AA3406.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3406
 AA3406.The ellipsoidal height was determined by GPS observations
 AA3406.and is referenced to NAD 83.
 AA3406
 AA3406.The geoid height was determined by GEOID03.
 AA3406
 AA3406;                    North         East     Units Scale Factor Converg.
 AA3406;SPC CO C     -   454,554.519   964,889.756   MT  0.99993688   +0 22 06.8
 AA3406;SPC CO C     - 1,491,317.62  3,165,642.47   sFT  0.99993688   +0 22 06.8
 AA3406;UTM  13      - 4,336,856.555   507,285.862   MT  0.99960065   +0 03 11.9
 AA3406
 AA3406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3406!SPC CO C     -   0.99966693  x   0.99993688  =   0.99960384
 AA3406!UTM  13      -   0.99966693  x   0.99960065  =   0.99926772
 AA3406
 AA3406                          SUPERSEDED SURVEY CONTROL
 AA3406
 AA3406  ELLIP H (12/14/94) 2123.61   (m)                       GP(       ) 3 1
 AA3406
 AA3406.Superseded values are not recommended for survey control.
 AA3406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3406.See file dsdata.txt to determine how the superseded data were derived.
 AA3406
 AA3406_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED0728636857(NAD 83)
 AA3406_MARKER: DD = SURVEY DISK
 AA3406_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA3406_STAMPING: COLEMAN
 AA3406_MARK LOGO: DCGIS 
 AA3406_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA3406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3406+STABILITY: SURFACE MOTION
 AA3406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3406+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3406
 AA3406  HISTORY     - Date     Condition        Report By
 AA3406  HISTORY     - 1993     MONUMENTED       MSAM
 AA3406
 AA3406                          STATION DESCRIPTION
 AA3406
 AA3406'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1993 (KCH)
 AA3406'THE STATION IS LOCATED ABOUT 14 MILES (22.5 KM) SOUTH OF CASTLE ROCK,
 AA3406'COLORADO, ON THE SOUTH SIDE OF NOE ROAD, IN SECTION 17, TOWNSHIP 10
 AA3406'SOUTH, RANGE 67 WEST OF THE 6TH P.M., OWNERSHIP-- DOUGLAS COUNTY. TO
 AA3406'REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE 25 AND GREENLAND
 AA3406'ROAD (EXIT 167), GO WEST ON GREENLAND ROAD FOR 0.28 MILES (0.45 KM) TO
 AA3406'ANDREWS ROAD, GO SOUTH ON ANDREWS ROAD FOR 0.38 MILES (0.61 KM) TO NOE
 AA3406'ROAD, GO WEST ON NOE ROAD FOR 3.4 MILES (5.5 KM) TO THE STATION ON THE
 AA3406'SOUTH SIDE OF THE ROAD. THE STATION IS A BRASS DISK SET IN CONCRETE,
 AA3406'MARKED WITH A DOUGLAS COUNTY FIBERGLASS WITNESS POST, IT IS 21.5 FEET
 AA3406'(6.6 M) EAST OF A BRASS SHINNER 22568 ON A FENCE POST IN THE SOUTH ROW
 AA3406'FENCE OF NOE RD, 24.4 FEET (7.4 M) WEST OF A BRASS SHINNER 22568 ON  A
 AA3406'FENCE POST IN THE SOUTH ROW FENCE, AND 90.5 FEET (27.6 M) SOUTHEAST OF
 AA3406'A BRASS SHINNER 22568 ON A POWER POLE ON THE NORTH SIDE OF NOE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5112 ***********************************************************************
 AC5112  DESIGNATION -  COLLETTI
 AC5112  PID         -  AC5112
 AC5112  STATE/COUNTY-  CO/PUEBLO
 AC5112  USGS QUAD   -  HIGHLANDS CHURCH (1959)
 AC5112
 AC5112                         *CURRENT SURVEY CONTROL
 AC5112  ___________________________________________________________________
 AC5112* NAD 83(1992)-  38 23 29.66241(N)    104 11 04.64947(W)     ADJUSTED  
 AC5112* NAVD 88     -      1538.5    (meters)    5048.     (feet)  GPS OBS   
 AC5112  ___________________________________________________________________
 AC5112  X           -  -1,226,888.500 (meters)                     COMP
 AC5112  Y           -  -4,854,093.126 (meters)                     COMP
 AC5112  Z           -   3,940,545.803 (meters)                     COMP
 AC5112  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 AC5112  ELLIP HEIGHT-        1518.31  (meters)          (12/03/02) GPS OBS
 AC5112  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 AC5112
 AC5112  HORZ ORDER  -  FIRST
 AC5112  ELLP ORDER  -  FOURTH    CLASS II
 AC5112
 AC5112.The horizontal coordinates were established by GPS observations
 AC5112.and adjusted by the National Geodetic Survey in January 1997..
 AC5112
 AC5112.The orthometric height was determined by GPS observations and a
 AC5112.high-resolution geoid model.
 AC5112
 AC5112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5112
 AC5112.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5112
 AC5112.The ellipsoidal height was determined by GPS observations
 AC5112.and is referenced to NAD 83.
 AC5112
 AC5112.The geoid height was determined by GEOID03.
 AC5112
 AC5112;                    North         East     Units Scale Factor Converg.
 AC5112;SPC CO S     -   497,052.324 1,029,312.805   MT  0.99999264   +0 48 24.6
 AC5112;SPC CO S     - 1,630,745.83  3,377,003.76   sFT  0.99999264   +0 48 24.6
 AC5112;UTM  13      - 4,249,576.965   571,205.991   MT  0.99966244   +0 30 23.0
 AC5112
 AC5112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5112!SPC CO S     -   0.99976182  x   0.99999264  =   0.99975446
 AC5112!UTM  13      -   0.99976182  x   0.99966244  =   0.99942434
 AC5112
 AC5112                          SUPERSEDED SURVEY CONTROL
 AC5112
 AC5112  ELLIP H (01/17/97) 1518.31   (m)                       GP(       ) 1 1
 AC5112
 AC5112.Superseded values are not recommended for survey control.
 AC5112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5112.See file dsdata.txt to determine how the superseded data were derived.
 AC5112
 AC5112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC7120649577(NAD 83)
 AC5112_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5112_STAMPING: COLLETTI 1995
 AC5112_MARK LOGO: NGS   
 AC5112_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC5112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5112+STABILITY: SURFACE MOTION
 AC5112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5112+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5112
 AC5112  HISTORY     - Date     Condition        Report By
 AC5112  HISTORY     - 1995     MONUMENTED       CO-101
 AC5112
 AC5112                          STATION DESCRIPTION
 AC5112
 AC5112'DESCRIBED BY PUEBLO COUNTY COLORADO 1995 (KCH)
 AC5112'THE STATION IS LOCATED ON BOONE ROAD ABOUT 24.5 MI (39.4 KM) NORTHEAST
 AC5112'OF DOWNTOWN PUEBLO, 9.0 MI (14.5 KM) SOUTH OF THE PUEBLO/EL PASO
 AC5112'COUNTY LINE, 10.7 MI (17.2 KM) NORTH-NORTHEAST OF BOONE AT THE
 AC5112'NORTHWEST CORNER OF SECTION 24 T19S R61W OF THE 6TH PM.
 AC5112'OWNERSHIP--PUEBLO COUNTY RIGHT-OF-WAY. TO REACH THE STATION FROM STATE
 AC5112'HWY 96 AND BAKER STREET IN BOONE, GO EAST 1.0 MILES (1.6 KM) TO THE
 AC5112'INTERSECTION WITH BOONE HILL ROAD. TURN LEFT, NORTHEAST, CROSSING SOME
 AC5112'RAILROAD TRACKS, ON BOONE HILL ROAD FOR 1.4 MI, CLIMBING A MESA, TO A
 AC5112'POINT WHERE BOONE HILL ROAD STRAIGHTENS TO DUE EAST-WEST.  CONTINUE
 AC5112'EAST ON BOONE ROAD 1.3 MI (2.1 KM) TO A BEND TO THE NORTH. CONTINUE
 AC5112'NORTH, THEN NORTHEAST, THEN EAST 1.5 MI (2.4 KM) TO A Y INTERSECTION
 AC5112'WITH BOONE ROAD AND BOONE HILL ROAD EAST.  TAKE THE LEFT FORK NORTH ON
 AC5112'BOONE ROAD 2.0 MI (3.2 KM) TO A SIDE ROAD RIGHT, ASHBRIDGE ROAD.
 AC5112'CONTINUE NORTH ON BOONE ROAD 5.5 MI (8.9 KM) TO A PROMINENT TELECOM
 AC5112'TOWER OFF THE RIGHT, EAST SIDE OF BOONE ROAD. CONTINUE NORTH ON BOONE
 AC5112'ROAD 0.5 MI (0.8 KM) TO THE STATION OFF THE RIGHT, EAST SIDE OF THE
 AC5112'ROAD. THE MARK IS A STANDARD NGS BRASS HORIZONTAL CONTROL DISK SET
 AC5112'INTO THE TOP OF A CYLANDRICAL MASS OF CONCRETE 1.5 FT (0.5 M) WIDE, 5
 AC5112'FT (1.5 M) DEEP, AND PROJECTS 2 CM ABOVE THE GROUND.  IT IS 11.2 M
 AC5112'(36.7 FT) EAST OF THE CENTER OF BOONE ROAD, 1.5 M (4.9 FT) WEST OF A
 AC5112'CARCENITE WITNESS POST, 26.5 M (86.9 FT) NORTHEAST OF A UTILITY POLE,
 AC5112'AND ABOUT 0.75 M (2.46 FT) ABOVE THE SURFACE OF BOONE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0394 ***********************************************************************
 HJ0394  DESIGNATION -  COLLINS
 HJ0394  PID         -  HJ0394
 HJ0394  STATE/COUNTY-  CO/BACA
 HJ0394  USGS QUAD   -  FURNISH CANYON EAST (1978)
 HJ0394
 HJ0394                         *CURRENT SURVEY CONTROL
 HJ0394  ___________________________________________________________________
 HJ0394* NAD 83(1992)-  37 01 01.47775(N)    103 01 57.61366(W)     ADJUSTED  
 HJ0394* NAVD 88     -      1496.5    (meters)    4910.     (feet)  VERTCON   
 HJ0394  ___________________________________________________________________
 HJ0394  LAPLACE CORR-          -6.40  (seconds)                    DEFLEC99
 HJ0394  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 HJ0394
 HJ0394  HORZ ORDER  -  SECOND
 HJ0394
 HJ0394.The horizontal coordinates were established by classical geodetic methods
 HJ0394.and adjusted by the National Geodetic Survey in December 1993..
 HJ0394
 HJ0394.The NAVD 88 height was computed by applying the VERTCON shift value to
 HJ0394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HJ0394
 HJ0394.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0394
 HJ0394.The geoid height was determined by GEOID03.
 HJ0394
 HJ0394;                    North         East     Units Scale Factor Converg.
 HJ0394;SPC CO S     -   346,590.863 1,133,958.461   MT  1.00004628   +1 30 48.3
 HJ0394;SPC CO S     - 1,137,106.86  3,720,328.72   sFT  1.00004628   +1 30 48.3
 HJ0394;SPC NM E     -   668,162.158   280,740.518   MT  1.00007406   +0 46 59.4
 HJ0394;SPC NM E     - 2,192,128.68    921,062.85   sFT  1.00007406   +0 46 59.4
 HJ0394;SPC OK N     -   235,419.343   152,309.586   MT  1.00005529   -2 58 12.1
 HJ0394;SPC OK N     -   772,371.63    499,702.37   sFT  1.00005529   -2 58 12.1
 HJ0394;UTM  13      - 4,098,576.195   675,015.640   MT  0.99997735   +1 11 05.1
 HJ0394
 HJ0394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0394!SPC CO S     -   0.99976868  x   1.00004628  =   0.99981495
 HJ0394!SPC NM E     -   0.99976868  x   1.00007406  =   0.99984273
 HJ0394!SPC OK N     -   0.99976868  x   1.00005529  =   0.99982396
 HJ0394!UTM  13      -   0.99976868  x   0.99997735  =   0.99974604
 HJ0394
 HJ0394|---------------------------------------------------------------------|
 HJ0394| PID    Reference Object                     Distance      Geod. Az  |
 HJ0394|                                                           dddmmss.s |
 HJ0394| CM7831 COLLINS RM 1                         33.340 METERS 00701     |
 HJ0394| CM7832 COLLINS RM 2                         29.370 METERS 10329     |
 HJ0394| HJ0488 BOUNDARY MI COR CO NM OK RESET      APPROX. 3.3 KM 1244901.8 |
 HJ0394|---------------------------------------------------------------------|
 HJ0394
 HJ0394                          SUPERSEDED SURVEY CONTROL
 HJ0394
 HJ0394  NAD 83(1992)-  37 01 01.47574(N)    103 01 57.61108(W) AD(       ) 2
 HJ0394  NAD 83(1986)-  37 01 01.48033(N)    103 01 57.60611(W) AD(       ) 2
 HJ0394  NAD 27      -  37 01 01.41200(N)    103 01 55.85300(W) AD(       ) 2
 HJ0394  NGVD 29 (07/19/86) 1495.8    (m)         4907.     (f) VERT ANG       
 HJ0394
 HJ0394.Superseded values are not recommended for survey control.
 HJ0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0394.See file dsdata.txt to determine how the superseded data were derived.
 HJ0394
 HJ0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFA7501698576(NAD 83)
 HJ0394_MARKER: DS = TRIANGULATION STATION DISK
 HJ0394_SETTING: 66 = SET IN ROCK OUTCROP
 HJ0394
 HJ0394  HISTORY     - Date     Condition        Report By
 HJ0394  HISTORY     - 1922     MONUMENTED       CGS
 HJ0394  HISTORY     - 1974     GOOD             USGS
 HJ0394
 HJ0394                          STATION DESCRIPTION
 HJ0394
 HJ0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 HJ0394'ABOUT 16 MILES NORTHWEST OF KENTON, OKLA., ON THE HIGHEST POINT
 HJ0394'OF A POINT OF MESA DE MAYA, WHICH EXTENDS EASTWARD, ABOUT 6 MILES
 HJ0394'WEST BY NORTH OF PARD COLLINS HOUSE AND 3 MILES WEST BY NORTH OF
 HJ0394'THE NORTHEAST CORNER OF NEW MEXICO.  STATION MARK IS DISK SET AS
 HJ0394'DESCRIBED.  REFERENCE MARKS ARE DISKS, SET.
 HJ0394'AT THE FOLLOWING DISTANCES AND BEARINGS FROM THE
 HJ0394'STATION--NO. 1, 33.34 METERS (109.4 FEET), N 07 DEG 01 MIN E.
 HJ0394'NO. 2, 29.37 METERS (96.4 FEET), S 76 DEG 21 MIN E.
 HJ0394
 HJ0394                          STATION RECOVERY (1974)
 HJ0394
 HJ0394'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JEP)
 HJ0394'STATION IS ABOUT 16 MILES AIRLINE NW FROM KENTON, OKLA., AND 26
 HJ0394'MILES SW AIRLINE FROM PRITCHETT, COLO.  TO REACH THE STATION
 HJ0394'FROM THE BOUNDARY MONUMENT 1900, ON THE COLORADO-NEW
 HJ0394'MEXICO-OKLAHOMA STATE LINES, PROCEED WNW ON TRACK ROAD 1.1 MI. TO
 HJ0394'E-W FENCE.  PASS THROUGH FENCE AND CONTINUE WNW 0.8 MI. TO
 HJ0394'N-S FEN.  PASS THROUGH GATE AND TURN RIGHT (N) AND PROCEED
 HJ0394'ON 4WD TRAIL 0.4 MI. TO TOP OF RIDGE, THENCE TURN RIGHT (E)
 HJ0394'AND PROCEED CROSS COUNTRY TO HIGHEST PART OF RIDGE AND
 HJ0394'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1337 ***********************************************************************
 LL1337  DESIGNATION -  COLLINSON
 LL1337  PID         -  LL1337
 LL1337  STATE/COUNTY-  CO/LARIMER
 LL1337  USGS QUAD   -  PANORAMA PEAK (1978)
 LL1337
 LL1337                         *CURRENT SURVEY CONTROL
 LL1337  ___________________________________________________________________
 LL1337* NAD 83(1992)-  40 22 08.10662(N)    105 29 36.62941(W)     ADJUSTED  
 LL1337* NAVD 88     -      2289.     (meters)    7510.     (feet)  SCALED    
 LL1337  ___________________________________________________________________
 LL1337  LAPLACE CORR-         -15.48  (seconds)                    DEFLEC99
 LL1337  GEOID HEIGHT-         -12.80  (meters)                     GEOID03
 LL1337
 LL1337  HORZ ORDER  -  SECOND
 LL1337
 LL1337.The horizontal coordinates were established by classical geodetic methods
 LL1337.and adjusted by the National Geodetic Survey in January 1993..
 LL1337
 LL1337.The orthometric height was scaled from a topographic map.
 LL1337
 LL1337.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1337
 LL1337.The geoid height was determined by GEOID03.
 LL1337
 LL1337;                    North         East     Units Scale Factor Converg.
 LL1337;SPC CO N     -   419,782.861   914,953.174   MT  0.99995897   +0 00 15.1
 LL1337;SPC CO N     - 1,377,237.60  3,001,808.87   sFT  0.99995897   +0 00 15.1
 LL1337;UTM  13      - 4,468,821.747   458,101.783   MT  0.99962161   -0 19 10.8
 LL1337
 LL1337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1337!SPC CO N     -   0.99964302  x   0.99995897  =   0.99960200
 LL1337!UTM  13      -   0.99964302  x   0.99962161  =   0.99926476
 LL1337
 LL1337:                Primary Azimuth Mark                     Grid Az
 LL1337:SPC CO N     -  COLLINSON AZ MK                          018 24 24.8
 LL1337:UTM  13      -  COLLINSON AZ MK                          018 43 50.7
 LL1337
 LL1337|---------------------------------------------------------------------|
 LL1337| PID    Reference Object                     Distance      Geod. Az  |
 LL1337|                                                           dddmmss.s |
 LL1337| LL1338 COLLINSON AZ MK                     APPROX. 0.5 KM 0182439.9 |
 LL1337| CP6853 COLLINSON RM 1                        5.821 METERS 09026     |
 LL1337| CP6854 COLLINSON RM 2                       10.582 METERS 17318     |
 LL1337|---------------------------------------------------------------------|
 LL1337
 LL1337                          SUPERSEDED SURVEY CONTROL
 LL1337
 LL1337  NAD 83(1986)-  40 22 08.09622(N)    105 29 36.62429(W) AD(       ) 2
 LL1337  NAD 27      -  40 22 08.15000(N)    105 29 34.63000(W) AD(       ) 2
 LL1337
 LL1337.Superseded values are not recommended for survey control.
 LL1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1337.See file dsdata.txt to determine how the superseded data were derived.
 LL1337
 LL1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE5810268822(NAD 83)
 LL1337_MARKER: DS = TRIANGULATION STATION DISK
 LL1337_SETTING: 66 = SET IN ROCK OUTCROP
 LL1337
 LL1337  HISTORY     - Date     Condition        Report By
 LL1337  HISTORY     - 1939     MONUMENTED       CGS
 LL1337  HISTORY     - 1979     GOOD             NGS
 LL1337
 LL1337                          STATION DESCRIPTION
 LL1337
 LL1337'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ)
 LL1337'STATION IS LOCATED 1 MILE SOUTH AND 2 MILES EAST OF ESTES
 LL1337'PARK, COLORADO IN THE NORTHWEST CORNER OF A LARGE YARD ON
 LL1337'WHICH IS THE SUMMER HOME OF MR. GROVER W. COLLINSON.  ABOUT
 LL1337'6 YARDS EAST OF A SMALL PINE GROWING IN THE ROCKS, ABOUT 25
 LL1337'YARDS EAST OF A SHARP CURVE IN THE ROAD, AND ABOUT 100 YARDS
 LL1337'NORTHWEST OF THE ENTRANCE GATE TO COLLINSONS YARD.
 LL1337'
 LL1337'TO REACH FROM THE POST OFFICE IN ESTES PARK GO EASTERLY ON
 LL1337'COLORADO HIGHWAY NO. 66 1.6 MILES TO A GRADED ROAD LEADING
 LL1337'RIGHT, SOUTHERLY, ABOUT 150 YARDS AFTER PASSING THE DUNRAVEN
 LL1337'STABLES.  TURN RIGHT ONTO GRADED ROAD AND GO 0.4 MILE TO THE
 LL1337'SUMMER HOME OF GROVER W. COLLINSON.  TURN LEFT INTO THE LARGE
 LL1337'YARD AND TURN LEFT AGAIN AND GO ACROSS GRASS TO ROCKY POINT
 LL1337'ABOUT 100 YARDS DISTANT, WHERE STATION IS LOCATED.
 LL1337'
 LL1337'SURFACE MARK IS STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LL1337'IN OUTCROPPING BEDROCK, REFERENCE MARKS ARE STANDARD
 LL1337'BRONZE DISKS IN OUTCROPPING BEDROCK, AZIMUTH MARK
 LL1337'IS A STANDARD BRONZE DISK IN A BOULDER.
 LL1337'
 LL1337'REFERENCE MARK NO. 1 IS EAST OF THE STATION AND AT ABOUT THE
 LL1337'SAME LEVEL.  REFERENCE MARK NO. 2 IS SOUTH OF THE STATION
 LL1337'AND ABOUT 5 FEET LOWER IN ELEVATION.
 LL1337'
 LL1337'THE AZIMUTH MARK IS 0.4 MILE NORTH-NORTHEAST OF THE STATION
 LL1337'AT THE INTERSECTION OF THE GRADED ROAD AND STATE HIGHWAY
 LL1337'NO. 66, ABOUT 13 PACES NORTH-NORTHEAST OF JOEL ESTES MONUMENT,
 LL1337'ABOUT 15 FEET SOUTH OF A LONE PINE TREE, ABOUT 25 PACES EAST
 LL1337'OF THE CENTER OF THE GRADED ROAD, AND ABOUT 30 PACES SOUTH
 LL1337'OF THE CENTER OF THE HIGHWAY.
 LL1337
 LL1337                          STATION RECOVERY (1979)
 LL1337
 LL1337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LL1337'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  DISTANCE AND
 LL1337'DIRECTION TO REFERENCE MARKS CHECKED PREVIOUS DATA FAVORBLY.
 LL1337'
 LL1337'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 36 AND STATE
 LL1337'HIGHWAY 7 AT SOUTH EDGE OF ESTES PARK, GO SOUTHEASTERLY ON HIGHWAY 36
 LL1337'FOR 1.05 MILES TO A SURFACED ROAD ON RIGHT AND AZIMUTH MARK IN
 LL1337'SOUTHEAST ANGLE.  TURN RIGHT AND GO SOUTHERLY ON THE SURFACED ROAD FOR
 LL1337'0.3 MILE TO A GATE AND ENTRANCE TO PROPERTY OF WG PARROT ON LEFT,
 LL1337'CONTINUE STRAIGHT AHEAD ON ROAD FOR ABOUT 250 FEET TO A FENCE CORNER,
 LL1337'CROSS FENCE AND ROCK SOUTHEASTERLY UPHILL FOR ABOUT 50 FEET, TOP OF
 LL1337'LOW HILL AND STATION.
 LL1337'
 LL1337'STATION IS A STANDARD STATION MARK DISK, STAMPED---COLLINSON 1939---
 LL1337'CEMENTED IN A DRILL HOLE IN TOP OF ROCK OUTCROP, 18 FEET EAST OF A
 LL1337'PINE TREE WITHIN LARGE OUTCROP OF ROCK.
 LL1337'
 LL1337'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK,
 LL1337'STAMPED---COLLINSON NO 1 1939--- CEMENTED IN A DRILL HOLE, IN THE TOP
 LL1337'OF OUTCROP ROCK, 1 FOOT HIGHER ELEVATION THAN STATION MARK.
 LL1337'
 LL1337'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK,
 LL1337'STAMPED---COLLINSON NO 2 1939, CEMENTED IN A DRILL HOLE, IN TOP OF
 LL1337'OUTCROP ROCK, 5 FEET LOWER IN ELEVATION THAN STATION MARK.
 LL1337'
 LL1337'AZIMUTH MARK IS A STANDARD DISK, STAMPED---COLLINSON 1939---
 LL1337'CEMENTED IN A DRILL HOLE, IN THE TOP OF OUTCROP ROCK, 48 FEET
 LL1337'NORTH-NORTHEAST OF THE JOEL ESTES MONUMENT, 18 FEET SOUTH-SOUTHEAST OF
 LL1337'A 20 INCH PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1338 ***********************************************************************
 LL1338  DESIGNATION -  COLLINSON AZ MK
 LL1338  PID         -  LL1338
 LL1338  STATE/COUNTY-  CO/LARIMER
 LL1338  USGS QUAD   -  PANORAMA PEAK (1978)
 LL1338
 LL1338                         *CURRENT SURVEY CONTROL
 LL1338  ___________________________________________________________________
 LL1338* NAD 83(1992)-  40 22 23.84547(N)    105 29 29.77941(W)     ADJUSTED  
 LL1338* NAVD 88     -      2285.4    (meters)    7498.     (feet)  GPS OBS   
 LL1338  ___________________________________________________________________
 LL1338  X           -  -1,300,146.978 (meters)                     COMP
 LL1338  Y           -  -4,690,847.261 (meters)                     COMP
 LL1338  Z           -   4,111,122.833 (meters)                     COMP
 LL1338  LAPLACE CORR-         -15.64  (seconds)                    DEFLEC99
 LL1338  ELLIP HEIGHT-        2272.61  (meters)          (12/03/02) GPS OBS
 LL1338  GEOID HEIGHT-         -12.80  (meters)                     GEOID03
 LL1338
 LL1338  HORZ ORDER  -  FIRST
 LL1338  ELLP ORDER  -  FOURTH    CLASS II
 LL1338
 LL1338.The horizontal coordinates were established by GPS observations
 LL1338.and adjusted by the National Geodetic Survey in March 1998..
 LL1338
 LL1338.The orthometric height was determined by GPS observations and a
 LL1338.high-resolution geoid model.
 LL1338
 LL1338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1338
 LL1338.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1338
 LL1338.The ellipsoidal height was determined by GPS observations
 LL1338.and is referenced to NAD 83.
 LL1338
 LL1338.The geoid height was determined by GEOID03.
 LL1338
 LL1338;                    North         East     Units Scale Factor Converg.
 LL1338;SPC CO N     -   420,268.318   915,114.729   MT  0.99995913   +0 00 19.5
 LL1338;SPC CO N     - 1,378,830.31  3,002,338.91   sFT  0.99995913   +0 00 19.5
 LL1338;UTM  13      - 4,469,306.121   458,266.025   MT  0.99962144   -0 19 06.4
 LL1338
 LL1338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1338!SPC CO N     -   0.99964362  x   0.99995913  =   0.99960276
 LL1338!UTM  13      -   0.99964362  x   0.99962144  =   0.99926519
 LL1338
 LL1338                          SUPERSEDED SURVEY CONTROL
 LL1338
 LL1338  ELLIP H (03/31/98) 2272.62   (m)                       GP(       ) 4 1
 LL1338  NAD 83(1992)-  40 22 23.84771(N)    105 29 29.78633(W) AD(       ) 2
 LL1338  NAD 83(1986)-  40 22 23.83729(N)    105 29 29.78115(W) AD(       ) 2
 LL1338  NAD 27      -  40 22 23.89195(N)    105 29 27.78683(W) AD(       ) 2
 LL1338  NGVD 29 (07/19/86) 2285.     (m)         7497.     (f) VERT ANG       
 LL1338
 LL1338.Superseded values are not recommended for survey control.
 LL1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1338.See file dsdata.txt to determine how the superseded data were derived.
 LL1338
 LL1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE5826669306(NAD 83)
 LL1338_MARKER: DZ = AZIMUTH MARK DISK
 LL1338_SETTING: 66 = SET IN ROCK OUTCROP
 LL1338_STAMPING: COLLINSON 1939
 LL1338_MARK LOGO: CGS   
 LL1338_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL1338_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL1338+STABILITY: POSITION/ELEVATION WELL
 LL1338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1338+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2005
 LL1338
 LL1338  HISTORY     - Date     Condition        Report By
 LL1338  HISTORY     - 1939     MONUMENTED       CGS
 LL1338  HISTORY     - 19970225 GOOD             CODOT
 LL1338  HISTORY     - 20051029 GOOD             GEOCAC
 LL1338
 LL1338                          STATION DESCRIPTION
 LL1338
 LL1338'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 LL1338'THE STATION IS LOCATED ABOUT 22 MI (35.4 KM) WEST OF LOVELAND, 9 MI
 LL1338'(14.5 KM) SOUTHWEST OF DRAKE AND 1 MI (1.6 KM) EAST OF ESTES PARK, IN
 LL1338'THE NORTHWEST 1/4 OF SECTION 29, T 5 N, R 72 W, AT U.  S.  HIGHWAY 36
 LL1338'MILEPOST 1.4.  OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION
 LL1338'RIGHT-OF-WAY TO REACH THE STATION FROM THE INTERSECTION OF U.  S.
 LL1338'HIGHWAY 36 AND STATE HIGHWAY 7 IN ESTES PARK, GO EAST ON U.  S.
 LL1338'HIGHWAY 36 FOR 1.3 MI (2.1 KM) TO A SIDE ROAD RIGHT, LARIMER COUNTY
 LL1338'ROAD 63 AND THE STATION IN THE SOUTHEASTERN CORNER THE MARK IS A
 LL1338'STANDARD DISK SET IN DRILL HOLE IN A GRANITE OUTCROP. IT IS 29.0 M
 LL1338'(95.1 FT) SOUTH FROM THE CENTER LINE OF U.  S.  HIGHWAY 36, 18.9 M
 LL1338'(62.0 FT) EAST FROM THE CENTER LINE OF LARIMER COUNTY ROAD 63 TURN
 LL1338'LANE TO THE EAST, 14.4 M (47.2 FT) NORTHEAST FROM THE JOEL ESTES
 LL1338'MONUMENT, 7.9 M (25.9 FT) WEST FROM A FORKED PINE TREE, 5.6 M (18.4
 LL1338'FT) SOUTH-SOUTHEAST FROM A LARGE PINE TREE, 5.5 M (18.0 FT)
 LL1338'SOUTH-SOUTHEAST FROM A WITNESS POST AND ABOUT 3 M (9.8 FT) ABOVE
 LL1338'COUNTY ROAD 63.
 LL1338
 LL1338                          STATION RECOVERY (2005)
 LL1338
 LL1338'RECOVERY NOTE BY GEOCACHING 2005 (JK)
 LL1338'MARK RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0721 ***********************************************************************
 JJ0721  DESIGNATION -  COLO
 JJ0721  PID         -  JJ0721
 JJ0721  STATE/COUNTY-  CO/PROWERS
 JJ0721  USGS QUAD   -  HOLLY WEST (1976)
 JJ0721
 JJ0721                         *CURRENT SURVEY CONTROL
 JJ0721  ___________________________________________________________________
 JJ0721* NAD 83(1992)-  38 03 20.35270(N)    102 09 23.02594(W)     ADJUSTED  
 JJ0721* NAVD 88     -      1036.801  (meters)    3401.57   (feet)  ADJUSTED  
 JJ0721  ___________________________________________________________________
 JJ0721  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 JJ0721  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 JJ0721  DYNAMIC HT  -        1035.835 (meters)    3398.40  (feet)  COMP
 JJ0721  MODELED GRAV-     979,662.4   (mgal)                       NAVD 88
 JJ0721
 JJ0721  HORZ ORDER  -  THIRD
 JJ0721  VERT ORDER  -  FIRST     CLASS II
 JJ0721
 JJ0721.The horizontal coordinates were established by classical geodetic methods
 JJ0721.and adjusted by the National Geodetic Survey in January 1993..
 JJ0721
 JJ0721.The orthometric height was determined by differential leveling
 JJ0721.and adjusted by the National Geodetic Survey in June 1991..
 JJ0721
 JJ0721.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0721
 JJ0721.The geoid height was determined by GEOID03.
 JJ0721
 JJ0721.The dynamic height is computed by dividing the NAVD 88
 JJ0721.geopotential number by the normal gravity value computed on the
 JJ0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0721.degrees latitude (g = 980.6199 gals.).
 JJ0721
 JJ0721.The modeled gravity was interpolated from observed gravity values.
 JJ0721
 JJ0721;                    North         East     Units Scale Factor Converg.
 JJ0721;SPC CO S     -   464,208.350 1,207,780.213   MT  0.99995285   +2 03 03.2
 JJ0721;SPC CO S     - 1,522,990.23  3,962,525.58   sFT  0.99995285   +2 03 03.2
 JJ0721;SPC KS S     -   560,448.293    79,194.469   MT  0.99993881   -2 14 49.0
 JJ0721;UTM  13      - 4,215,808.173   749,496.852   MT  1.00036673   +1 45 13.6
 JJ0721
 JJ0721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0721!SPC CO S     -   0.99984108  x   0.99995285  =   0.99979394
 JJ0721!SPC KS S     -   0.99984108  x   0.99993881  =   0.99977990
 JJ0721!UTM  13      -   0.99984108  x   1.00036673  =   1.00020775
 JJ0721
 JJ0721:                Primary Azimuth Mark                     Grid Az
 JJ0721:SPC CO S     -  COLO AZ MK                               005 37 56.6
 JJ0721:SPC KS S     -  COLO AZ MK                               009 55 48.8
 JJ0721:UTM  13      -  COLO AZ MK                               005 55 46.2
 JJ0721
 JJ0721|---------------------------------------------------------------------|
 JJ0721| PID    Reference Object                     Distance      Geod. Az  |
 JJ0721|                                                           dddmmss.s |
 JJ0721| CM7836 COLO AZ MK                                         0074059.8 |
 JJ0721| CM7837 COLO RM 1                            26.528 METERS 04413     |
 JJ0721| CM7838 COLO RM 2                            11.897 METERS 30131     |
 JJ0721|---------------------------------------------------------------------|
 JJ0721
 JJ0721                          SUPERSEDED SURVEY CONTROL
 JJ0721
 JJ0721  NAD 83(1986)-  38 03 20.35187(N)    102 09 23.02185(W) AD(       ) 3
 JJ0721  NAD 27      -  38 03 20.31700(N)    102 09 21.34968(W) AD(       ) 3
 JJ0721
 JJ0721.Superseded values are not recommended for survey control.
 JJ0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0721.See file dsdata.txt to determine how the superseded data were derived.
 JJ0721
 JJ0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC4949715808(NAD 83)
 JJ0721_MARKER: DS = TRIANGULATION STATION DISK
 JJ0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0721_SP_SET: CONCRETE POST
 JJ0721_STAMPING: COLO 1954
 JJ0721_MARK LOGO: CGS   
 JJ0721_PROJECTION: FLUSH
 JJ0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0721+STABILITY: SURFACE MOTION
 JJ0721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0721+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 JJ0721
 JJ0721  HISTORY     - Date     Condition        Report By
 JJ0721  HISTORY     - 1954     MONUMENTED       CGS
 JJ0721  HISTORY     - 1986     GOOD             NGS
 JJ0721  HISTORY     - 20040927 GOOD             LOCENG
 JJ0721
 JJ0721                          STATION DESCRIPTION
 JJ0721
 JJ0721'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0721'THE STATION IS LOCATED ON THE NORTH SIDE OF U.S. HIGHWAY 50
 JJ0721'NEAR A SPUR RAILROAD TRACK, ABOUT 2 MILES AIRLINE WEST OF
 JJ0721'HOLLY, ABOUT 6 MILES AIRLINE SOUTHEAST OF HARTMAN, AND ABOUT
 JJ0721'8 MILES AIRLINE EAST OF GRANDA.
 JJ0721'
 JJ0721'TO REACH THE STATION FROM THE POST OFFICE IN HOLLY, GO NORTH
 JJ0721'ON MAIN STREET 0.15 MILE TO A CROSS ROAD.  TURN LEFT ONTO
 JJ0721'U.S. HIGHWAY 50 AND GO WEST 1.8 MILES TO A SIDE ROAD AND THE
 JJ0721'STATION ON THE RIGHT.
 JJ0721'
 JJ0721'THE STATION MARK IS A STANDARD DISK STAMPED COLO 1954 SET IN THE
 JJ0721'TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES
 JJ0721'ABOVE THE GROUND.  IT IS 7 FEET WEST OF A WITNESS POST, 270
 JJ0721'FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH GRAVELED ROAD,
 JJ0721'52 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 50, AND 40
 JJ0721'FEET SOUTHWEST OF THE CENTERLINE OF A SPUR RAILROAD TRACK.
 JJ0721'
 JJ0721'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED COLO NO
 JJ0721'1 1954 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 JJ0721'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 2 FEET SOUTHWEST
 JJ0721'OF A FENCE LINE AND THE SAME ELEVATION AS THE STATION.
 JJ0721'
 JJ0721'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED COLO NO
 JJ0721'2 1954 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 JJ0721'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 2 FEET NORTH OF A
 JJ0721'FENCE LINE AND THE SAME ELEVATION AS THE STATION.
 JJ0721'
 JJ0721'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COLO 1954 SET
 JJ0721'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 JJ0721'2 INCHES ABOVE THE GROUND.  IT IS 2 FEET SOUTHWEST OF A FENCE
 JJ0721'CORNER, 3 FEET WEST OF A TELEPHONE POLE, AND 33 FEET WEST
 JJ0721'OF THE CENTERLINE OF NORTH-SOUTH ROAD.  TO REACH THE AZIMUTH
 JJ0721'MARK FROM THE STATION, GO NORTH ON A GRAVELED ROAD 0.3 MILE
 JJ0721'TO A FENCE CORNER AND THE AZIMUTH MARK ON THE LEFT.
 JJ0721
 JJ0721                          STATION RECOVERY (1986)
 JJ0721
 JJ0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JJ0721'2.9 KM (1.8 MI) WEST FROM HOLLY.
 JJ0721'2.9 KM (1.8 MI) WEST ALONG US HIGHWAY 50 FROM THE JUNCTION OF STATE
 JJ0721'ROUTE 89 IN HOLLY, AT ROAD 33 LEADING NORTH, 15.9 METERS (52 FT) NORTH
 JJ0721'OF THE HIGHWAY CENTERLINE, 82.3 METERS (270 FT) WEST OF THE CENTER OF
 JJ0721'THE ROAD AND 10.1 METERS (33 FT) WEST OF A POWER POLE.
 JJ0721'THE MARK IS 2.7 METERS  W FROM  A WITNESS POST
 JJ0721'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 JJ0721
 JJ0721                          STATION RECOVERY (2004)
 JJ0721
 JJ0721'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2004 (MFM)
 JJ0721'FOUND, GOOD CONDITION. NOTE THAT THE RAILROAD SPUR IS NO LONGER THERE,
 JJ0721'BENCHMARK IS IN FRONT YARD OF PRIVATE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0569 ***********************************************************************
 LK0569  DESIGNATION -  COLO
 LK0569  PID         -  LK0569
 LK0569  STATE/COUNTY-  CO/WASHINGTON
 LK0569  USGS QUAD   -  SNYDER LAKE (1972)
 LK0569
 LK0569                         *CURRENT SURVEY CONTROL
 LK0569  ___________________________________________________________________
 LK0569* NAD 83(1992)-  40 04 23.28575(N)    102 58 12.91806(W)     ADJUSTED  
 LK0569* NAVD 88     -      1381.     (meters)    4531.     (feet)  SCALED    
 LK0569  ___________________________________________________________________
 LK0569  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 LK0569  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 LK0569
 LK0569  HORZ ORDER  -  FIRST
 LK0569
 LK0569.The horizontal coordinates were established by classical geodetic methods
 LK0569.and adjusted by the National Geodetic Survey in January 1993..
 LK0569
 LK0569.The orthometric height was scaled from a topographic map.
 LK0569
 LK0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0569
 LK0569.The geoid height was determined by GEOID03.
 LK0569
 LK0569;                    North         East     Units Scale Factor Converg.
 LK0569;SPC CO N     -   390,018.534 1,130,158.319   MT  0.99996163   +1 38 04.4
 LK0569;SPC CO N     - 1,279,585.81  3,707,861.08   sFT  0.99996163   +1 38 04.4
 LK0569;UTM  13      - 4,437,848.598   673,079.713   MT  0.99996879   +1 18 25.2
 LK0569
 LK0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0569!SPC CO N     -   0.99978673  x   0.99996163  =   0.99974837
 LK0569!UTM  13      -   0.99978673  x   0.99996879  =   0.99975553
 LK0569
 LK0569:                Primary Azimuth Mark                     Grid Az
 LK0569:SPC CO N     -  OTIS WATER TANK                          002 41 40.0
 LK0569:UTM  13      -  OTIS WATER TANK                          003 01 19.2
 LK0569
 LK0569|---------------------------------------------------------------------|
 LK0569| PID    Reference Object                     Distance      Geod. Az  |
 LK0569|                                                           dddmmss.s |
 LK0569| LK0570 OTIS WATER TANK                     APPROX. 8.4 KM 0041944.4 |
 LK0569| LK0555 YUMA STANDPIPE                      APPROX.21.7 KM 0755143.6 |
 LK0569| CP6856 COLO RM 1                                          13237     |
 LK0569| CP6855 COLO AZ MK                                         1644815.1 |
 LK0569| CP6857 COLO RM 2                                          24640     |
 LK0569|---------------------------------------------------------------------|
 LK0569
 LK0569                          SUPERSEDED SURVEY CONTROL
 LK0569
 LK0569  NAD 83(1986)-  40 04 23.28104(N)    102 58 12.91487(W) AD(       ) 1
 LK0569  NAD 27      -  40 04 23.33400(N)    102 58 11.14000(W) AD(       ) 1
 LK0569
 LK0569.Superseded values are not recommended for survey control.
 LK0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0569.See file dsdata.txt to determine how the superseded data were derived.
 LK0569
 LK0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE7308037849(NAD 83)
 LK0569_MARKER: DS = TRIANGULATION STATION DISK
 LK0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0569
 LK0569  HISTORY     - Date     Condition        Report By
 LK0569  HISTORY     - 1935     MONUMENTED       CGS
 LK0569
 LK0569                          STATION DESCRIPTION
 LK0569
 LK0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LK0569'STATION LIES 5 MILES SOUTH AND 1/4 MILE WEST OF OTIS, ON THE
 LK0569'NORTHERN END AND HIGHEST POINT OF HIGHEST HILL IN VICINITY,
 LK0569'0.4 MILE WEST OF GRADED ROAD RUNNING SOUTH FROM OTIS.  THERE
 LK0569'ARE DRY LAKE BEDS TO SOUTH, WEST, AND NORTH OF STATION.  STATION
 LK0569'MARK PROJECTS 3 INCHES.
 LK0569'
 LK0569'REFERENCE MARK NO. 1 IS SOUTHEAST OF STATION, AND
 LK0569'PROJECTS 3 INCHES.
 LK0569'
 LK0569'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF STATION,
 LK0569'AND PROJECTS 2 INCHES.
 LK0569'
 LK0569'AZIMUTH MARK IS SOUTH-SOUTHEAST OF STATION, 1
 LK0569'FOOT WEST OF FENCE, 36 FEET WEST OF CENTER OF ROAD, ON NORTHERN
 LK0569'SLOPE OF A HILL, AND PROJECTS 6 INCHES.
 LK0569'
 LK0569'ALL OBJECTS ARE VISIBLE FROM GROUND EXCEPT THE AZIMUTH, WHICH
 LK0569'MAY BE SEEN WITH THE AID OF A TARGET.  A 10-FOOT STAND WAS
 LK0569'USED.
 LK0569'
 LK0569'STATION IS REACHED FROM OTIS BY DRIVING WEST FROM THE MAIN
 LK0569'CORNER FOR 0.2 MILE ON STATE HIGHWAY 54.  TURN LEFT (SOUTH)
 LK0569'OFF HIGHWAY 54 AND ONTO STATE HIGHWAY 61 AND GO 5.0 MILES,
 LK0569'AT FENCE T-INTERSECTION WEST OF ROAD LEAVE HIGHWAY TURNING
 LK0569'RIGHT (WEST) ACROSS FENCE JUST SOUTH OF T-INTERSECTION AND GO
 LK0569'SOUTHWESTERLY 0.4 MILE ACROSS PASTURE TO HIGHEST POINT OF HILL
 LK0569'AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0170 ***********************************************************************
 KL0170  DESIGNATION -  COLO 7
 KL0170  PID         -  KL0170
 KL0170  STATE/COUNTY-  CO/LAKE
 KL0170  USGS QUAD   -  CLIMAX (1994)
 KL0170
 KL0170                         *CURRENT SURVEY CONTROL
 KL0170  ___________________________________________________________________
 KL0170* NAD 83(1986)-  39 18 31.     (N)    106 14 46.     (W)     SCALED    
 KL0170* NAVD 88     -      3095.832  (meters)   10156.91   (feet)  ADJUSTED  
 KL0170  ___________________________________________________________________
 KL0170  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 KL0170  DYNAMIC HT  -        3091.673 (meters)   10143.26  (feet)  COMP
 KL0170  MODELED GRAV-     979,171.2   (mgal)                       NAVD 88
 KL0170
 KL0170  VERT ORDER  -  FIRST     CLASS II
 KL0170
 KL0170.The horizontal coordinates were scaled from a topographic map and have
 KL0170.an estimated accuracy of +/- 6 seconds.
 KL0170
 KL0170.The orthometric height was determined by differential leveling
 KL0170.and adjusted by the National Geodetic Survey in June 1991..
 KL0170
 KL0170.The geoid height was determined by GEOID03.
 KL0170
 KL0170.The dynamic height is computed by dividing the NAVD 88
 KL0170.geopotential number by the normal gravity value computed on the
 KL0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0170.degrees latitude (g = 980.6199 gals.).
 KL0170
 KL0170.The modeled gravity was interpolated from observed gravity values.
 KL0170
 KL0170;                    North         East    Units  Estimated Accuracy
 KL0170;SPC CO C     -   468,830.      850,060.      MT  (+/- 180 meters Scaled)
 KL0170
 KL0170                          SUPERSEDED SURVEY CONTROL
 KL0170
 KL0170  NGVD 29 (??/??/92) 3093.988  (m)        10150.86   (f) ADJ UNCH    1 2
 KL0170
 KL0170.Superseded values are not recommended for survey control.
 KL0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0170.See file dsdata.txt to determine how the superseded data were derived.
 KL0170
 KL0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD925517(NAD 83)
 KL0170_MARKER: DD = SURVEY DISK
 KL0170_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KL0170_SP_SET: CULVERT
 KL0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0170
 KL0170  HISTORY     - Date     Condition        Report By
 KL0170  HISTORY     - UNK      MONUMENTED       CODH
 KL0170  HISTORY     - 1951     GOOD             NGS
 KL0170  HISTORY     - 1970     MARK NOT FOUND   USGS
 KL0170
 KL0170                          STATION DESCRIPTION
 KL0170
 KL0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KL0170'5.1 MI NE FROM LEADVILLE.
 KL0170'1.0 MILE NORTHEAST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE AT
 KL0170'LEADVILLE, THENCE 4.1 MILES NORTHEAST ALONG STATE HIGHWAY 91, 118 FEET
 KL0170'SOUTHWEST OF THE CENTER LINE OF A GRAVELED ROAD LEADING NORTHWEST, 54
 KL0170'FEET WEST OF A JUNCTION WITH A GRAVELED ROAD LEADING SOUTH, 18 FEET
 KL0170'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 KL0170'CENTER OF THE NORTHWEST HEADWALL OF A 4X6 FOOT CONCRETE CULVERT.
 KL0170
 KL0170                          STATION RECOVERY (1970)
 KL0170
 KL0170'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 KL0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0021 ***********************************************************************
 KL0021  DESIGNATION -  COLO D 16
 KL0021  PID         -  KL0021
 KL0021  STATE/COUNTY-  CO/SUMMIT
 KL0021  USGS QUAD   -  FRISCO (1987)
 KL0021
 KL0021                         *CURRENT SURVEY CONTROL
 KL0021  ___________________________________________________________________
 KL0021* NAD 83(1986)-  39 36 38.     (N)    106 03 33.     (W)     SCALED    
 KL0021* NAVD 88     -      2701.181  (meters)    8862.12   (feet)  ADJUSTED  
 KL0021  ___________________________________________________________________
 KL0021  GEOID HEIGHT-         -12.61  (meters)                     GEOID03
 KL0021  DYNAMIC HT  -        2697.859 (meters)    8851.23  (feet)  COMP
 KL0021  MODELED GRAV-     979,299.3   (mgal)                       NAVD 88
 KL0021
 KL0021  VERT ORDER  -  FIRST     CLASS II
 KL0021
 KL0021.The horizontal coordinates were scaled from a topographic map and have
 KL0021.an estimated accuracy of +/- 6 seconds.
 KL0021
 KL0021.The orthometric height was determined by differential leveling
 KL0021.and adjusted by the National Geodetic Survey in June 1991..
 KL0021
 KL0021.The geoid height was determined by GEOID03.
 KL0021
 KL0021.The dynamic height is computed by dividing the NAVD 88
 KL0021.geopotential number by the normal gravity value computed on the
 KL0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0021.degrees latitude (g = 980.6199 gals.).
 KL0021
 KL0021.The modeled gravity was interpolated from observed gravity values.
 KL0021
 KL0021;                    North         East    Units  Estimated Accuracy
 KL0021;SPC CO C     -   502,240.      866,380.      MT  (+/- 180 meters Scaled)
 KL0021
 KL0021                          SUPERSEDED SURVEY CONTROL
 KL0021
 KL0021  NGVD 29 (??/??/92) 2699.561  (m)         8856.81   (f) ADJ UNCH    1 2
 KL0021
 KL0021.Superseded values are not recommended for survey control.
 KL0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0021.See file dsdata.txt to determine how the superseded data were derived.
 KL0021
 KL0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD090850(NAD 83)
 KL0021_MARKER: DD = SURVEY DISK
 KL0021_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KL0021_SP_SET: STEPS
 KL0021_STAMPING: COLO D 16 1924
 KL0021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0021
 KL0021  HISTORY     - Date     Condition        Report By
 KL0021  HISTORY     - 1924     MONUMENTED       USGS
 KL0021  HISTORY     - 1951     GOOD             NGS
 KL0021  HISTORY     - 19971005 MARK NOT FOUND   USPSQD
 KL0021  HISTORY     - 20000913 MARK NOT FOUND   NGS
 KL0021
 KL0021                          STATION DESCRIPTION
 KL0021
 KL0021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KL0021'IN DILLON.
 KL0021'AT DILLON, AT THE PUBLIC SCHOOL BUILDING, 4 FEET ABOVE THE GROUND, 1.7
 KL0021'FEET EAST OF THE EAST WALL OF THE SCHOOL BUILDING, SET IN THE TOP OF
 KL0021'THE SOUTHEAST COPING OF THE CONCRETE STEPS AT THE EAST ENTRANCE TO THE
 KL0021'BUILDING.
 KL0021
 KL0021                          STATION RECOVERY (1997)
 KL0021
 KL0021'RECOVERY NOTE BY US POWER SQUADRON 1997
 KL0021'MARK NOT FOUND.
 KL0021
 KL0021                          STATION RECOVERY (2000)
 KL0021
 KL0021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 KL0021'NOT RECOVERED. THERE IS A GOOD CHANCE THAT THIS MARK IS NOW
 KL0021'UNDERWATER FROM THE LAKE DILLION RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1163 ***********************************************************************
 JK1163  DESIGNATION -  COLO INTST GAS MC CLINTOCK MST
 JK1163  PID         -  JK1163
 JK1163  STATE/COUNTY-  CO/EL PASO
 JK1163  USGS QUAD   -  FALCON NW (1994)
 JK1163
 JK1163                         *CURRENT SURVEY CONTROL
 JK1163  ___________________________________________________________________
 JK1163* NAD 83(1992)-  38 57 39.97842(N)    104 40 48.97670(W)     ADJUSTED  
 JK1163* NAVD 88     -                                                        
 JK1163  ___________________________________________________________________
 JK1163  LAPLACE CORR-          -7.79  (seconds)                    DEFLEC99
 JK1163  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 JK1163
 JK1163  HORZ ORDER  -  THIRD
 JK1163
 JK1163.The horizontal coordinates were established by classical geodetic methods
 JK1163.and adjusted by the National Geodetic Survey in January 1993..
 JK1163
 JK1163
 JK1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1163
 JK1163.The geoid height was determined by GEOID03.
 JK1163
 JK1163;                    North         East     Units Scale Factor Converg.
 JK1163;SPC CO C     -   430,311.675   985,445.532   MT  0.99993888   +0 31 01.2
 JK1163;SPC CO C     - 1,411,780.89  3,233,082.55   sFT  0.99993888   +0 31 01.2
 JK1163;UTM  13      - 4,312,508.990   527,701.050   MT  0.99960945   +0 12 03.8
 JK1163
 JK1163                          SUPERSEDED SURVEY CONTROL
 JK1163
 JK1163  NAD 83(1986)-  38 57 39.97183(N)    104 40 48.97012(W) AD(       ) 4
 JK1163  NAD 27      -  38 57 40.00300(N)    104 40 47.06800(W) AD(       ) 3
 JK1163
 JK1163.Superseded values are not recommended for survey control.
 JK1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1163.See file dsdata.txt to determine how the superseded data were derived.
 JK1163
 JK1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED2770112509(NAD 83)
 JK1163_MARKER: 42 = RADIO/TV MAST
 JK1163
 JK1163  HISTORY     - Date     Condition        Report By
 JK1163  HISTORY     - 1953     FIRST OBSERVED   CGS
 JK1163  HISTORY     - 1958     GOOD             CGS
 JK1163  HISTORY     - 19970805 MARK NOT FOUND   USPSQD
 JK1163
 JK1163                          STATION DESCRIPTION
 JK1163
 JK1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 JK1163'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF THE PLANT,
 JK1163'400 FEET EAST OF A GRAVELED ROAD.  IT IS PAINTED ALTERNATELY
 JK1163'RED AND WHITE AND IT HAS AN OVER-ALL HEIGHT OF 200 FEET.  THE
 JK1163'LIGHT AT THE TOP AND CENTER WAS THE POINT OBSERVED UPON.
 JK1163'
 JK1163'TO REACH THE STATION FROM THE INTERSECTION OF NORTH EL PASO
 JK1163'STREET AND TEMPLETON GAP ROAD, IN THE NORTHEAST PART OF COLORADO
 JK1163'SPRINGS, GO NORTHEAST ON TEMPLETON GAP ROAD FOR 8.6 MILES TO
 JK1163'A T ROAD LEFT, TURN LEFT AND GO NORTH FOR 0.1 MILE TO A FORK,
 JK1163'TAKE RIGHT FORK AND GO NORTHEAST FOR 1.7 MILES TO THE STATION
 JK1163'ON THE RIGHT AS DESCRIBED.
 JK1163
 JK1163                          STATION RECOVERY (1958)
 JK1163
 JK1163'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WTJ)
 JK1163'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JK1163
 JK1163                          STATION RECOVERY (1997)
 JK1163
 JK1163'RECOVERY NOTE BY US POWER SQUADRON 1997
 JK1163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0801 ***********************************************************************
 JK0801  DESIGNATION -  COLO S P 9349
 JK0801  PID         -  JK0801
 JK0801  STATE/COUNTY-  CO/EL PASO
 JK0801  USGS QUAD   -  MOUNT BIG CHIEF (1994)
 JK0801
 JK0801                         *CURRENT SURVEY CONTROL
 JK0801  ___________________________________________________________________
 JK0801* NAD 83(1986)-  38 44 26.     (N)    104 55 06.     (W)     SCALED    
 JK0801* NAVD 88     -      2850.782  (meters)    9352.94   (feet)  ADJUSTED  
 JK0801  ___________________________________________________________________
 JK0801  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 JK0801  DYNAMIC HT  -        2847.228 (meters)    9341.28  (feet)  COMP
 JK0801  MODELED GRAV-     979,276.4   (mgal)                       NAVD 88
 JK0801
 JK0801  VERT ORDER  -  SECOND    CLASS 0
 JK0801
 JK0801.The horizontal coordinates were scaled from a topographic map and have
 JK0801.an estimated accuracy of +/- 6 seconds.
 JK0801
 JK0801.The orthometric height was determined by differential leveling
 JK0801.and adjusted by the National Geodetic Survey in June 1991..
 JK0801
 JK0801.The geoid height was determined by GEOID03.
 JK0801
 JK0801.The dynamic height is computed by dividing the NAVD 88
 JK0801.geopotential number by the normal gravity value computed on the
 JK0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0801.degrees latitude (g = 980.6199 gals.).
 JK0801
 JK0801.The modeled gravity was interpolated from observed gravity values.
 JK0801
 JK0801;                    North         East    Units  Estimated Accuracy
 JK0801;SPC CO C     -   405,670.      964,970.      MT  (+/- 180 meters Scaled)
 JK0801
 JK0801                          SUPERSEDED SURVEY CONTROL
 JK0801
 JK0801  NGVD 29 (??/??/92) 2849.42   (m)         9348.5    (f) COMPUTED    2 0
 JK0801
 JK0801.Superseded values are not recommended for survey control.
 JK0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0801.See file dsdata.txt to determine how the superseded data were derived.
 JK0801
 JK0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC070879(NAD 83)
 JK0801_MARKER: DD = SURVEY DISK
 JK0801_SETTING: 66 = SET IN ROCK OUTCROP
 JK0801_SP_SET: ROCK OUTCROP
 JK0801_STAMPING: COLO S P 9349
 JK0801_MARK LOGO: USGS  
 JK0801_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK0801_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0801+STABILITY: POSITION/ELEVATION WELL
 JK0801
 JK0801  HISTORY     - Date     Condition        Report By
 JK0801  HISTORY     - UNK      MONUMENTED       USGS
 JK0801  HISTORY     - 19541118 GOOD             CGS
 JK0801
 JK0801                          STATION DESCRIPTION
 JK0801
 JK0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JK0801'2.6 MILES (4.2 KM) NORTHWEST ALONG US HIGHWAY 24 FROM THE POST OFFICE
 JK0801'IN COLORADO SPRINGS, THENCE 1.6 MILES (2.6 KM) SOUTHWEST ALONG STATE
 JK0801'HIGHWAY 336, THENCE 5.35 MILES (8.61 KM) SOUTHWEST ALONG A GRAVELED
 JK0801'ROAD, THENCE 9.55 MILES (15.37 KM) SOUTHWEST ALONG STATE HIGHWAY 336,
 JK0801'12 FEET (3.7 M) EAST OF THE CENTERLINE OF THE HIGHWAY, BETWEEN TWO
 JK0801'CURVES IN THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST CORNER OF A
 JK0801'LARGE FLAT GRANITE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0772 ***********************************************************************
 JK0772  DESIGNATION -  COLO ST 9631
 JK0772  PID         -  JK0772
 JK0772  STATE/COUNTY-  CO/TELLER
 JK0772  USGS QUAD   -  BIG BULL MOUNTAIN (1994)
 JK0772
 JK0772                         *CURRENT SURVEY CONTROL
 JK0772  ___________________________________________________________________
 JK0772* NAD 83(1986)-  38 43 08.     (N)    105 00 51.     (W)     SCALED    
 JK0772* NAVD 88     -      2936.736  (meters)    9634.94   (feet)  ADJUSTED  
 JK0772  ___________________________________________________________________
 JK0772  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 JK0772  DYNAMIC HT  -        2933.030 (meters)    9622.78  (feet)  COMP
 JK0772  MODELED GRAV-     979,257.9   (mgal)                       NAVD 88
 JK0772
 JK0772  VERT ORDER  -  SECOND    CLASS 0
 JK0772
 JK0772.The horizontal coordinates were scaled from a topographic map and have
 JK0772.an estimated accuracy of +/- 6 seconds.
 JK0772
 JK0772.The orthometric height was determined by differential leveling
 JK0772.and adjusted by the National Geodetic Survey in June 1991..
 JK0772
 JK0772.The geoid height was determined by GEOID03.
 JK0772
 JK0772.The dynamic height is computed by dividing the NAVD 88
 JK0772.geopotential number by the normal gravity value computed on the
 JK0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0772.degrees latitude (g = 980.6199 gals.).
 JK0772
 JK0772.The modeled gravity was interpolated from observed gravity values.
 JK0772
 JK0772;                    North         East    Units  Estimated Accuracy
 JK0772;SPC CO C     -   403,220.      956,650.      MT  (+/- 180 meters Scaled)
 JK0772
 JK0772                          SUPERSEDED SURVEY CONTROL
 JK0772
 JK0772  NGVD 29 (??/??/92) 2935.345  (m)         9630.38   (f) ADJ UNCH    2 0
 JK0772
 JK0772.Superseded values are not recommended for survey control.
 JK0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0772.See file dsdata.txt to determine how the superseded data were derived.
 JK0772
 JK0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC987855(NAD 83)
 JK0772_MARKER: DD = SURVEY DISK
 JK0772_SETTING: 66 = SET IN ROCK OUTCROP
 JK0772_SP_SET: ROCK LEDGE
 JK0772_STAMPING: COLO ST 9631
 JK0772_MARK LOGO: USGS  
 JK0772_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK0772_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0772+STABILITY: POSITION/ELEVATION WELL
 JK0772
 JK0772  HISTORY     - Date     Condition        Report By
 JK0772  HISTORY     - UNK      MONUMENTED       USGS
 JK0772  HISTORY     - 19541118 GOOD             CGS
 JK0772
 JK0772                          STATION DESCRIPTION
 JK0772
 JK0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JK0772'1.9 MILES (3.1 KM) NORTH ALONG STATE HIGHWAY 67 FROM THE COURTHOUSE IN
 JK0772'CRIPPLE CREEK, THENCE 13.05 MILES (21.00 KM) EAST ALONG STATE HIGHWAY
 JK0772'336, 10 FEET (3.0 M) EAST OF THE CENTERLINE OF THE HIGHWAY, AT THE
 JK0772'NORTH END OF A 175 FOOT (53.3 M) FILL, 3 FEET (0.9 M) ABOVE THE LEVEL
 JK0772'OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF A LARGE GRANITE
 JK0772'WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0459 ***********************************************************************
 HL0459  DESIGNATION -  COLO STA SOLDIER SAILOR HME TK
 HL0459  PID         -  HL0459
 HL0459  STATE/COUNTY-  CO/RIO GRANDE
 HL0459  USGS QUAD   -  HOMELAKE (1966)
 HL0459
 HL0459                         *CURRENT SURVEY CONTROL
 HL0459  ___________________________________________________________________
 HL0459* NAD 83(1992)-  37 34 33.03821(N)    106 05 47.28719(W)     ADJUSTED  
 HL0459* NAVD 88     -                                                        
 HL0459  ___________________________________________________________________
 HL0459  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 HL0459  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 HL0459
 HL0459  HORZ ORDER  -  THIRD
 HL0459
 HL0459.The horizontal coordinates were established by classical geodetic methods
 HL0459.and adjusted by the National Geodetic Survey in January 1993..
 HL0459
 HL0459
 HL0459.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0459
 HL0459.The geoid height was determined by GEOID03.
 HL0459
 HL0459;                    North         East     Units Scale Factor Converg.
 HL0459;SPC CO S     -   405,872.537   861,714.918   MT  0.99995551   -0 21 57.1
 HL0459;SPC CO S     - 1,331,600.15  2,827,143.03   sFT  0.99995551   -0 21 57.1
 HL0459;UTM  13      - 4,159,320.707   403,179.635   MT  0.99971546   -0 40 07.3
 HL0459
 HL0459                          SUPERSEDED SURVEY CONTROL
 HL0459
 HL0459  NAD 83(1986)-  37 34 33.03994(N)    106 05 47.29750(W) AD(       ) 4
 HL0459  NAD 27      -  37 34 33.02900(N)    106 05 45.20300(W) AD(       ) 3
 HL0459
 HL0459.Superseded values are not recommended for survey control.
 HL0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0459.See file dsdata.txt to determine how the superseded data were derived.
 HL0459
 HL0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB0318059321(NAD 83)
 HL0459_MARKER: 51 = TANK
 HL0459
 HL0459  HISTORY     - Date     Condition        Report By
 HL0459  HISTORY     - 1935     FIRST OBSERVED   CGS
 HL0459
 HL0459                          STATION DESCRIPTION
 HL0459
 HL0459'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0767 ***********************************************************************
 JJ0767  DESIGNATION -  COLOKAN
 JJ0767  PID         -  JJ0767
 JJ0767  STATE/COUNTY-  CO/KIOWA
 JJ0767  USGS QUAD   -  TOWNER (1968)
 JJ0767
 JJ0767                         *CURRENT SURVEY CONTROL
 JJ0767  ___________________________________________________________________
 JJ0767* NAD 83(1992)-  38 25 45.68476(N)    102 02 41.94028(W)     ADJUSTED  
 JJ0767* NAVD 88     -      1197.4    (meters)    3928.     (feet)  VERTCON   
 JJ0767  ___________________________________________________________________
 JJ0767  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 JJ0767  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 JJ0767
 JJ0767  HORZ ORDER  -  FIRST
 JJ0767
 JJ0767.The horizontal coordinates were established by classical geodetic methods
 JJ0767.and adjusted by the National Geodetic Survey in January 1993..
 JJ0767
 JJ0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0767
 JJ0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0767
 JJ0767.The geoid height was determined by GEOID03.
 JJ0767
 JJ0767;                    North         East     Units Scale Factor Converg.
 JJ0767;SPC CO S     -   506,016.058 1,216,017.621   MT  0.99999928   +2 07 09.2
 JJ0767;SPC CO S     - 1,660,154.35  3,989,551.14   sFT  0.99999928   +2 07 09.2
 JJ0767;SPC KS S     -   601,520.354    90,541.580   MT  0.99997573   -2 10 42.6
 JJ0767;UTM  13      - 4,257,591.300   757,948.886   MT  1.00041950   +1 50 15.7
 JJ0767;UTM  14      - 4,257,847.172   234,196.073   MT  1.00047018   -1 53 37.4
 JJ0767
 JJ0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0767!SPC CO S     -   0.99981584  x   0.99999928  =   0.99981512
 JJ0767!SPC KS S     -   0.99981584  x   0.99997573  =   0.99979157
 JJ0767!UTM  13      -   0.99981584  x   1.00041950  =   1.00023526
 JJ0767!UTM  14      -   0.99981584  x   1.00047018  =   1.00028593
 JJ0767
 JJ0767:                Primary Azimuth Mark                     Grid Az
 JJ0767:SPC CO S     -  COLOKAN AZ MK                            357 56 43.4
 JJ0767:SPC KS S     -  COLOKAN AZ MK                            002 14 35.2
 JJ0767:UTM  13      -  COLOKAN AZ MK                            358 13 36.9
 JJ0767:UTM  14      -  COLOKAN AZ MK                            001 57 30.0
 JJ0767
 JJ0767|---------------------------------------------------------------------|
 JJ0767| PID    Reference Object                     Distance      Geod. Az  |
 JJ0767|                                                           dddmmss.s |
 JJ0767| CM7839 COLOKAN AZ MK                                      0000352.6 |
 JJ0767| CM7840 COLOKAN RM 1                         21.098 METERS 08752     |
 JJ0767| CM7841 COLOKAN RM 2                         52.810 METERS 18009     |
 JJ0767| JJ0768 TOWNER SCHOOL STACK                 APPROX. 5.5 KM 3244817.9 |
 JJ0767|---------------------------------------------------------------------|
 JJ0767
 JJ0767                          SUPERSEDED SURVEY CONTROL
 JJ0767
 JJ0767  NAD 83(1986)-  38 25 45.68459(N)    102 02 41.93804(W) AD(       ) 1
 JJ0767  NAD 27      -  38 25 45.62498(N)    102 02 40.28717(W) AD(       ) 1
 JJ0767  NGVD 29 (07/19/86) 1196.9    (m)         3927.     (f) VERT ANG       
 JJ0767
 JJ0767.Superseded values are not recommended for survey control.
 JJ0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0767.See file dsdata.txt to determine how the superseded data were derived.
 JJ0767
 JJ0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC5794957591(NAD 83)
 JJ0767_MARKER: DS = TRIANGULATION STATION DISK
 JJ0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0767
 JJ0767  HISTORY     - Date     Condition        Report By
 JJ0767  HISTORY     - 1934     MONUMENTED       CGS
 JJ0767
 JJ0767                          STATION DESCRIPTION
 JJ0767
 JJ0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 JJ0767'THE STATION IS 5 MILES AIRLINE ESE OF THE TOWN OF TOWNER,
 JJ0767'COLORADO, ON OR NEAR THE COLORADO-KANSAS STATE LINE.  IT IS
 JJ0767'100 YARDS N OF A SMALL JOG IN THE N AND S FENCE LINE THAT
 JJ0767'IS SUPPOSEDLY THE BOUNDARY LINE, 4 FEET E OF THIS FENCE,
 JJ0767'AND 10 FEET W OF THE CENTER LINE OF A N AND S TRACK ROAD.
 JJ0767'MARK PROJECTS 4 INCHES FROM THE GROUND.
 JJ0767'
 JJ0767'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 JJ0767'SET IN CONCRETE.
 JJ0767'
 JJ0767'REFERENCE MARK NO. 1 PROJECTS 6 INCHES FROM THE GROUND, IS E
 JJ0767'OF THE STATION, AND IS 73 FEET E OF THE N AND S FENCE LINE.
 JJ0767'
 JJ0767'REFERENCE MARK NO. 2 PROJECTS 4 INCHES FROM THE GROUND,
 JJ0767'IS S OF THE STATION AND IS 4 FEET E OF THE N AND S FENCE
 JJ0767'LINE.
 JJ0767'
 JJ0767'AZIMUTH MARK IS N OF THE STATION, 1 FOOT E OF N AND S FENCE,
 JJ0767'16 FEET W OF N AND S TRACK ROAD AND PROJECTS 4 INCHES ABOVE
 JJ0767'THE GROUND.
 JJ0767'
 JJ0767'STATION IS REACHED FROM TOWNER, COLORADO BY DRIVING E ON
 JJ0767'STATE HIGHWAY 96 TO POINT WHERE PAVED ROAD TURNS E AGAIN
 JJ0767'AFTER JOGGING S.  THIS POINT IS 2.2 MILES FROM TOWNER.  CONTINUE
 JJ0767'S HERE ALONG E SIDE OF FENCE ON AN UNGRADED ROAD FOR 2.6
 JJ0767'MILES TO TOP OF SMALL RIDGE AND STATION.
 JJ0767'
 JJ0767'ALL OBJECTS ARE VISIBLE FROM THE GROUND EXCEPT STATION SILLIMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0836 ***********************************************************************
 JL0836  DESIGNATION -  COLONA
 JL0836  PID         -  JL0836
 JL0836  STATE/COUNTY-  CO/MONTROSE
 JL0836  USGS QUAD   -  COLONA (1983)
 JL0836
 JL0836                         *CURRENT SURVEY CONTROL
 JL0836  ___________________________________________________________________
 JL0836* NAD 83(1992)-  38 19 59.80048(N)    107 45 14.02296(W)     ADJUSTED  
 JL0836* NAVD 88     -      2180.2    (meters)    7153.     (feet)  VERTCON   
 JL0836  ___________________________________________________________________
 JL0836  LAPLACE CORR-          10.03  (seconds)                    DEFLEC99
 JL0836  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 JL0836
 JL0836  HORZ ORDER  -  SECOND
 JL0836
 JL0836.The horizontal coordinates were established by classical geodetic methods
 JL0836.and adjusted by the National Geodetic Survey in January 1993..
 JL0836
 JL0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0836
 JL0836.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0836
 JL0836.The geoid height was determined by GEOID03.
 JL0836
 JL0836;                    North         East     Units Scale Factor Converg.
 JL0836;SPC CO S     -   492,149.726   717,358.354   MT  0.99998327   -1 22 57.0
 JL0836;SPC CO S     - 1,614,661.23  2,353,533.20   sFT  0.99998327   -1 22 57.0
 JL0836;SPC CO C     -   362,743.317   717,351.227   MT  1.00002499   -1 25 17.4
 JL0836;SPC CO C     - 1,190,100.37  2,353,509.82   sFT  1.00002499   -1 25 17.4
 JL0836;UTM  13      - 4,246,383.409   259,292.098   MT  1.00031361   -1 42 32.0
 JL0836
 JL0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0836!SPC CO S     -   0.99966052  x   0.99998327  =   0.99964379
 JL0836!SPC CO C     -   0.99966052  x   1.00002499  =   0.99968550
 JL0836!UTM  13      -   0.99966052  x   1.00031361  =   0.99997402
 JL0836
 JL0836|---------------------------------------------------------------------|
 JL0836| PID    Reference Object                     Distance      Geod. Az  |
 JL0836|                                                           dddmmss.s |
 JL0836| CM6293 COLONA RM 1                           8.655 METERS 02733     |
 JL0836| CM6292 COLONA AZ MK                                       1405616.4 |
 JL0836| CM6294 COLONA RM 2                          25.801 METERS 31200     |
 JL0836|---------------------------------------------------------------------|
 JL0836
 JL0836                          SUPERSEDED SURVEY CONTROL
 JL0836
 JL0836  NAD 83(1986)-  38 19 59.78469(N)    107 45 14.00788(W) AD(       ) 2
 JL0836  NAD 27      -  38 19 59.83500(N)    107 45 11.79400(W) AD(       ) 2
 JL0836  NGVD 29 (07/19/86) 2178.9    (m)         7149.     (f) VERT ANG       
 JL0836
 JL0836.Superseded values are not recommended for survey control.
 JL0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0836.See file dsdata.txt to determine how the superseded data were derived.
 JL0836
 JL0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC5929246383(NAD 83)
 JL0836_MARKER: DS = TRIANGULATION STATION DISK
 JL0836_SETTING: 80 = SET IN A BOULDER
 JL0836_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 JL0836
 JL0836  HISTORY     - Date     Condition        Report By
 JL0836  HISTORY     - 1937     MONUMENTED       CGS
 JL0836  HISTORY     - 1963     GOOD             USGS
 JL0836
 JL0836                          STATION DESCRIPTION
 JL0836
 JL0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 JL0836'THIS STATION IS LOCATED ABOUT 0.1 MILE N OF THE MONTROSE-OURAY
 JL0836'COUNTY LINE, 1-1/2 MILES E AND 1/2 MILE N OF THE TOWN OF COLONA.
 JL0836'NEAR THE NE END OF A PROMINENT LONE BUTTE EXTENDING IN A
 JL0836'NORTHEASTERLY AND SOUTHWESTERLY DIRECTION.  THIS BUTTE IS CLAY
 JL0836'COLORED, SPARSELY COVERED WITH SCRUB CEDAR AND ITS EASTERLY
 JL0836'EDGE RISES ABRUPTLY.  THE STATION IS NOT LOCATED ON THE HIGHEST
 JL0836'POINT, BUT IN A SLIGHT DIP ABOUT 100 FEET SW OF THE
 JL0836'NORTHEASTERN POINT OF THE MESA.
 JL0836'
 JL0836'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 JL0836'SET IN CONCRETE IN DEPRESSIONS IN BOULDERS.
 JL0836'
 JL0836'TO REACH AZIMUTH MARK FOLLOW ROAD STRAIGHT AHEAD AND RIGHT
 JL0836'AROUND FENCE CORNER 0.55 MILE TO A LARGE BOULDER WHICH IS ABOUT
 JL0836'100 YARDS TO RIGHT OF ROAD IN A CLUMP OF CEDAR TREES.  THIS
 JL0836'BOULDER IS ABOUT 30 FEET LONG, 20 FEET WIDE AND 15 FEET HIGH.
 JL0836'MARK IS IN HIGHEST POINT.
 JL0836'
 JL0836'TO REACH STATION FROM MONTROSE, GO S ON U.S. HIGHWAY 550 11.8
 JL0836'MILES TO A GRAVEL ROAD TURNING SHARP LEFT.  THIS ROAD IS 1/2
 JL0836'MILE N OF THE TOWN OF COLONA.  GO E ON THIS ROAD WHICH CROSSES
 JL0836'THE RIVER, FOR 0.4 MILE TO A SIDE ROAD TO THE RIGHT, S, TURN
 JL0836'RIGHT S, ON THIS ROAD AND FOLLOW MAIN-TRAVELED ROAD S AND E 0.9
 JL0836'MILE TO A Y-FORK.  TAKE LEFT FORK EASTERLY TO ANOTHER FORK.
 JL0836'RIGHT FORK GOES THROUGH FENCE, TAKE LEFT FORK ALONG FENCE
 JL0836'EASTERLY, 0.6 MILE TO AN OLD WIRE GATE IN THE FENCE ON THE
 JL0836'RIGHT, END OF TRUCK TRAVEL.  FROM THIS POINT THE STAND IS
 JL0836'VISIBLE ON THE RIDGE 1/2 MILE NW.  PROCEED ON FOOT.
 JL0836'
 JL0836'HEIGHT OF LIGHT ABOVE STATION MARK - 1.5 METERS.
 JL0836
 JL0836                          STATION RECOVERY (1963)
 JL0836
 JL0836'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (IGT)
 JL0836'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---COLONA 1937---,
 JL0836'SET IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1285 ***********************************************************************
 JK1285  DESIGNATION -  COLONY
 JK1285  PID         -  JK1285
 JK1285  STATE/COUNTY-  CO/CUSTER
 JK1285  USGS QUAD   -  ALDRICH GULCH (1957)
 JK1285
 JK1285                         *CURRENT SURVEY CONTROL
 JK1285  ___________________________________________________________________
 JK1285* NAD 83(1992)-  38 01 07.03292(N)    105 29 19.88409(W)     ADJUSTED  
 JK1285* NAVD 88     -      2738.2    (meters)    8984.     (feet)  VERTCON   
 JK1285  ___________________________________________________________________
 JK1285  LAPLACE CORR-          -8.54  (seconds)                    DEFLEC99
 JK1285  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 JK1285
 JK1285  HORZ ORDER  -  THIRD
 JK1285
 JK1285.The horizontal coordinates were established by classical geodetic methods
 JK1285.and adjusted by the National Geodetic Survey in January 1993..
 JK1285
 JK1285.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1285
 JK1285.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1285
 JK1285.The geoid height was determined by GEOID03.
 JK1285
 JK1285;                    North         East     Units Scale Factor Converg.
 JK1285;SPC CO S     -   454,846.742   915,380.277   MT  0.99995056   +0 00 24.6
 JK1285;SPC CO S     - 1,492,276.35  3,003,210.13   sFT  0.99995056   +0 00 24.6
 JK1285;UTM  13      - 4,207,993.728   457,090.416   MT  0.99962268   -0 18 04.0
 JK1285
 JK1285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1285!SPC CO S     -   0.99957284  x   0.99995056  =   0.99952342
 JK1285!UTM  13      -   0.99957284  x   0.99962268  =   0.99919568
 JK1285
 JK1285:                Primary Azimuth Mark                     Grid Az
 JK1285:SPC CO S     -  MOSS                                     111 54 45.6
 JK1285:UTM  13      -  MOSS                                     112 13 14.2
 JK1285
 JK1285|---------------------------------------------------------------------|
 JK1285| PID    Reference Object                     Distance      Geod. Az  |
 JK1285|                                                           dddmmss.s |
 JK1285| HK0517 MOSS                                APPROX.11.8 KM 1115510.2 |
 JK1285|---------------------------------------------------------------------|
 JK1285
 JK1285                          SUPERSEDED SURVEY CONTROL
 JK1285
 JK1285  NAD 83(1986)-  38 01 07.02036(N)    105 29 19.88412(W) AD(       ) 3
 JK1285  NAD 27      -  38 01 07.00921(N)    105 29 17.84125(W) AD(       ) 3
 JK1285  NGVD 29 (07/19/86) 2736.8    (m)         8979.     (f) VERT ANG       
 JK1285
 JK1285.Superseded values are not recommended for survey control.
 JK1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1285.See file dsdata.txt to determine how the superseded data were derived.
 JK1285
 JK1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC5709007994(NAD 83)
 JK1285
 JK1285  HISTORY     - Date     Condition        Report By
 JK1285  HISTORY     - 1952     MONUMENTED       USGS
 JK1285  HISTORY     - 1960     GOOD             USGS
 JK1285
 JK1285                          STATION DESCRIPTION
 JK1285
 JK1285'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 JK1285'STATION IS LOCATED ABOUT 1.0 MI. W. AND 8.0 MI. S. OF WESTCLIFFE,
 JK1285'COLORADO, ON BAREFACED RIDGE WITH DEEP CUT IN BARE SIDE.  STATION
 JK1285'IS ABOUT 100 YDS. N. OF DEEP CUT.
 JK1285'
 JK1285'TO REACH STATION FROM POST OFFICE IN WESTCLIFFE, PROCEED S. ON STATE
 JK1285'HIGHWAY 69 FOR 3.7 MI. TO RD. JUNCTION, TURN RIGHT AND PROCEED W. FOR
 JK1285'0.8 MI. TO JUNCTION, TURN LEFT AND PROCEED S. FOR 3.7 MI. TO DIM RD.
 JK1285'BETWEEN TWO FENCES, TURN RIGHT AND PROCEED W. FOR 0.3 MI. TO FENCE
 JK1285'GATE LEFT, TURN LEFT AND PROCEED THROUGH GATE AND FOLLOW DIM RD.
 JK1285'THROUGH ROCKY FIELD FOR 1.2 MI. TO BASE OF HILL.  END OF TRUCK TRAVEL.
 JK1285'PACK UP RIDGE TO STATION.  A 10 MINUTE PACK.
 JK1285'
 JK1285'STATION MARK--STANDARD TABLET, SET IN ROCK, ALMOST FLUSH WITH GROUND,
 JK1285'STAMPED ---COLONY 1952---.
 JK1285'
 JK1285'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, SET IN ROCK,
 JK1285'PROJECTING ABOUT 8 IN. ABOVE GROUND, AT A DISTANCE OF 23.07 FT.,
 JK1285'N 60 DEG 51 MIN E, FROM STATION.
 JK1285'
 JK1285'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, SET IN ROCK,
 JK1285'PROJECTING ABOUT 12 IN. ABOVE GROUND, AT A DISTANCE OF 31.85 FT.,
 JK1285'S 26 DEG 14 MIN E, FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0286 ***********************************************************************
 HJ0286  DESIGNATION -  COLORADO
 HJ0286  PID         -  HJ0286
 HJ0286  STATE/COUNTY-  CO/BACA
 HJ0286  USGS QUAD   -  LYCAN SE (1971)
 HJ0286
 HJ0286                         *CURRENT SURVEY CONTROL
 HJ0286  ___________________________________________________________________
 HJ0286* NAD 83(1992)-  37 31 43.90284(N)    102 02 30.46175(W)     ADJUSTED  
 HJ0286* NAVD 88     -      1111.     (meters)    3645.     (feet)  SCALED    
 HJ0286  ___________________________________________________________________
 HJ0286  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 HJ0286  GEOID HEIGHT-         -24.04  (meters)                     GEOID03
 HJ0286
 HJ0286  HORZ ORDER  -  SECOND
 HJ0286
 HJ0286.The horizontal coordinates were established by classical geodetic methods
 HJ0286.and adjusted by the National Geodetic Survey in November 1994..
 HJ0286
 HJ0286.The orthometric height was scaled from a topographic map.
 HJ0286
 HJ0286.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0286
 HJ0286.The geoid height was determined by GEOID03.
 HJ0286
 HJ0286;                    North         East     Units Scale Factor Converg.
 HJ0286;SPC CO S     -   406,147.538 1,219,995.216   MT  0.99995951   +2 07 16.3
 HJ0286;SPC CO S     - 1,332,502.38  4,002,600.97   sFT  0.99995951   +2 07 16.3
 HJ0286;SPC KS S     -   501,635.785    87,023.978   MT  0.99995880   -2 10 35.5
 HJ0286;UTM  13      - 4,157,656.208   761,405.509   MT  1.00044178   +1 48 11.0
 HJ0286;UTM  14      - 4,157,892.080   231,206.189   MT  1.00049005   -1 51 14.6
 HJ0286
 HJ0286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0286!SPC CO S     -   0.99982939  x   0.99995951  =   0.99978891
 HJ0286!SPC KS S     -   0.99982939  x   0.99995880  =   0.99978820
 HJ0286!UTM  13      -   0.99982939  x   1.00044178  =   1.00027110
 HJ0286!UTM  14      -   0.99982939  x   1.00049005  =   1.00031936
 HJ0286
 HJ0286|---------------------------------------------------------------------|
 HJ0286| PID    Reference Object                     Distance      Geod. Az  |
 HJ0286|                                                           dddmmss.s |
 HJ0286| CM7845 COLORADO RM 1                         9.444 METERS 00842     |
 HJ0286| HH0840 MANTER COLLINGWOOD GRAIN ELEV       APPROX.14.0 KM 0924216.9 |
 HJ0286| HJ0305 SAUNDERS SIDING GANO ELEV           APPROX. 6.5 KM 1774522.0 |
 HJ0286| CM7844 COLORADO AZ MK                                     1800018.5 |
 HJ0286| CM7846 COLORADO RM 2                         9.578 METERS 26529     |
 HJ0286|---------------------------------------------------------------------|
 HJ0286
 HJ0286                          SUPERSEDED SURVEY CONTROL
 HJ0286
 HJ0286  NAD 83(1992)-  37 31 43.90497(N)    102 02 30.45636(W) AD(       ) 2
 HJ0286  NAD 83(1986)-  37 31 43.90590(N)    102 02 30.45275(W) AD(       ) 2
 HJ0286  NAD 27      -  37 31 43.85036(N)    102 02 28.81439(W) AD(       ) 2
 HJ0286
 HJ0286.Superseded values are not recommended for survey control.
 HJ0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0286.See file dsdata.txt to determine how the superseded data were derived.
 HJ0286
 HJ0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB6140657656(NAD 83)
 HJ0286_MARKER: DS = TRIANGULATION STATION DISK
 HJ0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0286
 HJ0286  HISTORY     - Date     Condition        Report By
 HJ0286  HISTORY     - 1953     MONUMENTED       CGS
 HJ0286
 HJ0286                          STATION DESCRIPTION
 HJ0286
 HJ0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HJ0286'STATION IS LOCATED ON THE COLORADO-KANSAS STATE LINE, ON THE PROPERTY
 HJ0286'OF MR. M.J. BURNETT AND 0.8 MILE WEST OF HIS HOUSE.  IT IS,
 HJ0286'AIRLINE, ABOUT 5 MILES SOUTHEAST OF THE U.S. POST OFFICE AT
 HJ0286'LYCAN AND 3.5 MILES SOUTH OF STATE ROUTE 118.
 HJ0286'
 HJ0286'STATION IS REACHED FROM THE U.S. POST OFFICE AT LYCAN BY
 HJ0286'GOING EAST ON STATE ROUTE 118 FOR 7.5 MILES TO A CROSS ROAD.
 HJ0286'TURN RIGHT, SOUTH, AND GO 3.0 MILES TO A T ROAD ON THE RIGHT.
 HJ0286'TURN RIGHT, WEST, AND GO 1.4 MILES.  TURN LEFT, SOUTH, AND
 HJ0286'GO 0.5 MILE.  TURN RIGHT, WEST, AND GO 0.1 MILE, PASSING TO
 HJ0286'THE RIGHT OF THE HOUSE TO A GATE.  PASS THROUGH GATE, TURN
 HJ0286'RIGHT AND GO 0.05 MILE.  PASS THROUGH GATE, TURN LEFT, WEST,
 HJ0286'AND GO 0.8 MILE TO A FENCE CORNER AND THE STATION.
 HJ0286'
 HJ0286'STATION MARK, STAMPED COLORADO 1953, IS A STANDARD DISK SET IN
 HJ0286'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 10
 HJ0286'INCHES.  IT IS IN THE SOUTHEAST CORNER OF A CULTIVATED FIELD,
 HJ0286'6.0 FEET NORTHWEST OF THE FENCE CORNER POST AND 4.0 FEET
 HJ0286'WEST-NORTHWEST OF A WITNESS POST.
 HJ0286'
 HJ0286'REFERENCE MARK NUMBER 1, STAMPED COLORADO NO 1 1953, IS A STANDARD
 HJ0286'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 HJ0286'PROJECTS 10 INCHES AND IS AT ABOUT THE STATION ELEVATION.
 HJ0286'IT IS 12 INCHES WEST OF A WIRE FENCE.
 HJ0286'
 HJ0286'REFERENCE MARK NUMBER 2, STAMPED COLORADO NO 2 1953, IS A
 HJ0286'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 HJ0286'POST THAT PROJECTS 10 INCHES AND IS AT ABOUT THE STATION
 HJ0286'ELEVATION.  IT IS 12 INCHES NORTH OF A WIRE FENCE.
 HJ0286'
 HJ0286'AZIMUTH MARK, STAMPED COLORADO 1953, IS A STANDARD DISK SET
 HJ0286'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 10
 HJ0286'INCHES.  TO REACH FROM THE STATION, GO SOUTH ON A FARM ROAD
 HJ0286'FOR 0.3 MILE TO A FENCE CORNER AND THE AZIMUTH MARK 2.0 FEET
 HJ0286'SOUTHWEST OF THE FENCE CORNER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0483 ***********************************************************************
 LL0483  DESIGNATION -  COLORADO COLLEGE
 LL0483  PID         -  LL0483
 LL0483  STATE/COUNTY-  CO/LARIMER
 LL0483  USGS QUAD   -  FORT COLLINS (1984)
 LL0483
 LL0483                         *CURRENT SURVEY CONTROL
 LL0483  ___________________________________________________________________
 LL0483* NAD 83(1986)-  40 34 32.     (N)    105 04 54.     (W)     SCALED    
 LL0483* NAVD 88     -      1524.797  (meters)    5002.60   (feet)  ADJUSTED  
 LL0483  ___________________________________________________________________
 LL0483  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 LL0483  DYNAMIC HT  -        1523.512 (meters)    4998.39  (feet)  COMP
 LL0483  MODELED GRAV-     979,729.2   (mgal)                       NAVD 88
 LL0483
 LL0483  VERT ORDER  -  FIRST     CLASS II
 LL0483
 LL0483.The horizontal coordinates were scaled from a topographic map and have
 LL0483.an estimated accuracy of +/- 6 seconds.
 LL0483
 LL0483.The orthometric height was determined by differential leveling
 LL0483.and adjusted by the National Geodetic Survey in June 1991..
 LL0483
 LL0483.The geoid height was determined by GEOID03.
 LL0483
 LL0483.The dynamic height is computed by dividing the NAVD 88
 LL0483.geopotential number by the normal gravity value computed on the
 LL0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0483.degrees latitude (g = 980.6199 gals.).
 LL0483
 LL0483.The modeled gravity was interpolated from observed gravity values.
 LL0483
 LL0483;                    North         East    Units  Estimated Accuracy
 LL0483;SPC CO N     -   442,810.      949,820.      MT  (+/- 180 meters Scaled)
 LL0483
 LL0483                          SUPERSEDED SURVEY CONTROL
 LL0483
 LL0483  NGVD 29 (??/??/??) 1523.934  (m)         4999.77   (f) ADJUSTED    1 2
 LL0483
 LL0483.Superseded values are not recommended for survey control.
 LL0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0483.See file dsdata.txt to determine how the superseded data were derived.
 LL0483
 LL0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE930916(NAD 83)
 LL0483_MARKER: DB = BENCH MARK DISK
 LL0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0483_STAMPING: COLORADO COLLEGE 1934
 LL0483_MARK LOGO: CGS   
 LL0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0483+STABILITY: SURFACE MOTION
 LL0483
 LL0483  HISTORY     - Date     Condition        Report By
 LL0483  HISTORY     - 1934     MONUMENTED       CGS
 LL0483  HISTORY     - 1954     GOOD             NGS
 LL0483  HISTORY     - 1984     GOOD             NGS
 LL0483  HISTORY     - 1984     GOOD             NGS
 LL0483
 LL0483                          STATION DESCRIPTION
 LL0483
 LL0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0483'IN FT COLLINS.
 LL0483'IN THE TOWN OF FT. COLLINS, AT THE COLORADO STATE AGRICULTURAL
 LL0483'COLLEGE, DIRECTLY IN FRONT OF THE CIVIL ENGINEERING BUILDING,
 LL0483'AT THE JUNCTION OF THE CIVIL ENGINEERING SIDEWALK WITH DRIVEWAY
 LL0483'SIDEWALK AND FLUSH WITH SIDEWALKS.
 LL0483
 LL0483                          STATION RECOVERY (1954)
 LL0483
 LL0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 LL0483'RECOVERED IN GOOD CONDITION.
 LL0483
 LL0483                          STATION RECOVERY (1984)
 LL0483
 LL0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0483'RECOVERED IN GOOD CONDITION.  DELETE AT THE COLORADO STATE
 LL0483'AGRICULTURAL COLLEGE, DIRECTLY IN FRONT IF THE CIVIL ENGINEERING
 LL0483'BUILDING.  ADD AT THE COLORADO STATE UNIVERSITY CAMPUS, 11.8 METERS
 LL0483'(38.7 FT) EAST OF THE CENTER OF THE EAST ENTRANCE TO THE ECONOMICS
 LL0483'BUILDING.  ENTRANCE.
 LL0483
 LL0483                          STATION RECOVERY (1984)
 LL0483
 LL0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0342 ***********************************************************************
 HJ0342  DESIGNATION -  COLORADO GAS SPRINGFLD STA TK
 HJ0342  PID         -  HJ0342
 HJ0342  STATE/COUNTY-  CO/PROWERS
 HJ0342  USGS QUAD   -  CAT CREEK (1968)
 HJ0342
 HJ0342                         *CURRENT SURVEY CONTROL
 HJ0342  ___________________________________________________________________
 HJ0342* NAD 83(1992)-  37 45 01.61095(N)    102 44 46.13398(W)     ADJUSTED  
 HJ0342* NAVD 88     -                                                        
 HJ0342  ___________________________________________________________________
 HJ0342  LAPLACE CORR-          -4.41  (seconds)                    DEFLEC99
 HJ0342  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 HJ0342
 HJ0342  HORZ ORDER  -  THIRD
 HJ0342
 HJ0342.The horizontal coordinates were established by classical geodetic methods
 HJ0342.and adjusted by the National Geodetic Survey in January 1993..
 HJ0342
 HJ0342
 HJ0342.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0342
 HJ0342.The geoid height was determined by GEOID03.
 HJ0342
 HJ0342;                    North         East     Units Scale Factor Converg.
 HJ0342;SPC CO S     -   428,659.649 1,157,048.602   MT  0.99994646   +1 41 20.9
 HJ0342;SPC CO S     - 1,406,360.87  3,796,083.62   sFT  0.99994646   +1 41 20.9
 HJ0342;UTM  13      - 4,180,518.955   698,563.783   MT  1.00008565   +1 22 49.1
 HJ0342
 HJ0342                          SUPERSEDED SURVEY CONTROL
 HJ0342
 HJ0342  NAD 83(1986)-  37 45 01.60877(N)    102 44 46.12445(W) AD(       ) 4
 HJ0342  NAD 27      -  37 45 01.56698(N)    102 44 44.40384(W) AD(       ) 3
 HJ0342
 HJ0342.Superseded values are not recommended for survey control.
 HJ0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0342.See file dsdata.txt to determine how the superseded data were derived.
 HJ0342
 HJ0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB9856480519(NAD 83)
 HJ0342_MARKER: 53 = ELEVATED TANK
 HJ0342
 HJ0342  HISTORY     - Date     Condition        Report By
 HJ0342  HISTORY     - 1954     FIRST OBSERVED   CGS
 HJ0342
 HJ0342                          STATION DESCRIPTION
 HJ0342
 HJ0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 HJ0342'THE STATION IS LOCATED ABOUT 27 MILES AIRLINE SOUTH-SOUTHWEST
 HJ0342'OF LAMAR, 25 MILES NORTH-NORTHWEST OF SPRINGFIELD, AND ABOUT
 HJ0342'9 MILES WEST OF U.S. HIGHWAY 287, AT THE SITE OF THE COLORADO
 HJ0342'INTERSTATE GAS COMPANY, SPRINGFIELD COMPRESSOR STATION.
 HJ0342'
 HJ0342'THE TANK IS OF STEEL CONSTRUCTION MOUNTED ON TOP OF A FOUR-LEGGED
 HJ0342'STEEL STRUCTURE AND IS PAINTED WHITE.  THE CENTER OF THE TOP OF
 HJ0342'TANK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0353 ***********************************************************************
 HJ0353  DESIGNATION -  COLORADO GAS SPRINGFLD STA MST
 HJ0353  PID         -  HJ0353
 HJ0353  STATE/COUNTY-  CO/BENT
 HJ0353  USGS QUAD   -  FLOATING W RANCH (1971)
 HJ0353
 HJ0353                         *CURRENT SURVEY CONTROL
 HJ0353  ___________________________________________________________________
 HJ0353* NAD 83(1992)-  37 43 03.17019(N)    102 48 01.51410(W)     ADJUSTED  
 HJ0353* NAVD 88     -                                                        
 HJ0353  ___________________________________________________________________
 HJ0353  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 HJ0353  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 HJ0353
 HJ0353  HORZ ORDER  -  THIRD
 HJ0353
 HJ0353.The horizontal coordinates were established by classical geodetic methods
 HJ0353.and adjusted by the National Geodetic Survey in January 1993..
 HJ0353
 HJ0353
 HJ0353.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0353
 HJ0353.The geoid height was determined by GEOID03.
 HJ0353
 HJ0353;                    North         East     Units Scale Factor Converg.
 HJ0353;SPC CO S     -   424,870.134 1,152,373.435   MT  0.99994746   +1 39 21.1
 HJ0353;SPC CO S     - 1,393,928.10  3,780,745.18   sFT  0.99994746   +1 39 21.1
 HJ0353;UTM  13      - 4,176,754.257   693,867.627   MT  1.00006295   +1 20 45.8
 HJ0353
 HJ0353                          SUPERSEDED SURVEY CONTROL
 HJ0353
 HJ0353  NAD 83(1986)-  37 43 03.16571(N)    102 48 01.50325(W) AD(       ) 4
 HJ0353  NAD 27      -  37 43 03.13511(N)    102 47 59.78647(W) AD(       ) 3
 HJ0353
 HJ0353.Superseded values are not recommended for survey control.
 HJ0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0353.See file dsdata.txt to determine how the superseded data were derived.
 HJ0353
 HJ0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB9386876754(NAD 83)
 HJ0353_MARKER: 42 = RADIO/TV MAST
 HJ0353
 HJ0353  HISTORY     - Date     Condition        Report By
 HJ0353  HISTORY     - 1954     FIRST OBSERVED   CGS
 HJ0353
 HJ0353                          STATION DESCRIPTION
 HJ0353
 HJ0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 HJ0353'THE STATION IS LOCATED ABOUT 28 MILES AIRLINE SOUTH-SOUTHWEST
 HJ0353'OF LAMAR, 26 MILES NORTH-NORTHWEST OF SPRINGFIELD, ABOUT 10
 HJ0353'MILES WEST OF U.S. HIGHWAY 287, AND ABOUT 1-1/2 MILES SOUTHWEST
 HJ0353'OF THE COLORADO INTERSTATE GAS COMPANY, SPRINGFIELD COMPRESSOR
 HJ0353'STATION.
 HJ0353'
 HJ0353'THE MAST IS A TALL STEEL CONSTRUCTED MAST ABOUT 135 FEET HIGH
 HJ0353'AND IS ALTERNATELY PAINTED RED AND WHITE.  THE TOP OF THE
 HJ0353'MAST WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0887 ***********************************************************************
 JJ0887  DESIGNATION -  COLORADO INTST GAS KIT CAR TK
 JJ0887  PID         -  JJ0887
 JJ0887  STATE/COUNTY-  CO/CHEYENNE
 JJ0887  USGS QUAD   -  LEWIS LAKE (1982)
 JJ0887
 JJ0887                         *CURRENT SURVEY CONTROL
 JJ0887  ___________________________________________________________________
 JJ0887* NAD 83(1992)-  38 39 33.28187(N)    102 47 21.93241(W)     ADJUSTED  
 JJ0887* NAVD 88     -                                                        
 JJ0887  ___________________________________________________________________
 JJ0887  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 JJ0887  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 JJ0887
 JJ0887  HORZ ORDER  -  THIRD
 JJ0887
 JJ0887.The horizontal coordinates were established by classical geodetic methods
 JJ0887.and adjusted by the National Geodetic Survey in January 1993..
 JJ0887
 JJ0887
 JJ0887.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0887
 JJ0887.The geoid height was determined by GEOID03.
 JJ0887
 JJ0887;                    North         East     Units Scale Factor Converg.
 JJ0887;SPC CO C     -   400,002.095 1,150,288.060   MT  0.99996545   +1 42 34.3
 JJ0887;SPC CO C     - 1,312,340.21  3,773,903.41   sFT  0.99996545   +1 42 34.3
 JJ0887;SPC CO S     -   529,380.151 1,150,309.676   MT  1.00004905   +1 39 45.4
 JJ0887;SPC CO S     - 1,736,808.05  3,773,974.33   sFT  1.00004905   +1 39 45.4
 JJ0887;UTM  13      - 4,281,282.262   692,342.825   MT  1.00005560   +1 22 52.8
 JJ0887
 JJ0887                          SUPERSEDED SURVEY CONTROL
 JJ0887
 JJ0887  NAD 83(1986)-  38 39 33.27879(N)    102 47 21.92761(W) AD(       ) 4
 JJ0887  NAD 27      -  38 39 33.26828(N)    102 47 20.21151(W) AD(       ) 3
 JJ0887
 JJ0887.Superseded values are not recommended for survey control.
 JJ0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0887.See file dsdata.txt to determine how the superseded data were derived.
 JJ0887
 JJ0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC9234381282(NAD 83)
 JJ0887_MARKER: 53 = ELEVATED TANK
 JJ0887
 JJ0887  HISTORY     - Date     Condition        Report By
 JJ0887  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0887
 JJ0887                          STATION DESCRIPTION
 JJ0887
 JJ0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0887'THE TANK IS LOCATED ABOUT 7 MILES SOUTH OF KIT CARSON, 0.2
 JJ0887'MILE WEST OF U.S. HIGHWAY 287, AT THE KIT CARSON STATION OF
 JJ0887'THE COLORADO INTERSTATE GAS COMPANY.
 JJ0887'
 JJ0887'THE TANK IS A STEEL CYLINDRICAL SHAPED TANK SUPPORTED BY A
 JJ0887'FOUR-LEGGED STEEL TOWER AND IS 80 FEET HIGH.  THE CENTER OF
 JJ0887'THE TOP OF TANK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0888 ***********************************************************************
 JJ0888  DESIGNATION -  COLORADO INTST GAS KIT CAR MST
 JJ0888  PID         -  JJ0888
 JJ0888  STATE/COUNTY-  CO/CHEYENNE
 JJ0888  USGS QUAD   -  LEWIS LAKE (1982)
 JJ0888
 JJ0888                         *CURRENT SURVEY CONTROL
 JJ0888  ___________________________________________________________________
 JJ0888* NAD 83(1992)-  38 39 35.17113(N)    102 47 24.13863(W)     ADJUSTED  
 JJ0888* NAVD 88     -                                                        
 JJ0888  ___________________________________________________________________
 JJ0888  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 JJ0888  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 JJ0888
 JJ0888  HORZ ORDER  -  THIRD
 JJ0888
 JJ0888.The horizontal coordinates were established by classical geodetic methods
 JJ0888.and adjusted by the National Geodetic Survey in January 1993..
 JJ0888
 JJ0888
 JJ0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0888
 JJ0888.The geoid height was determined by GEOID03.
 JJ0888
 JJ0888;                    North         East     Units Scale Factor Converg.
 JJ0888;SPC CO C     -   400,058.733 1,150,233.007   MT  0.99996538   +1 42 32.9
 JJ0888;SPC CO C     - 1,312,526.03  3,773,722.79   sFT  0.99996538   +1 42 32.9
 JJ0888;SPC CO S     -   529,436.839 1,150,254.664   MT  1.00004918   +1 39 44.0
 JJ0888;SPC CO S     - 1,736,994.03  3,773,793.84   sFT  1.00004918   +1 39 44.0
 JJ0888;UTM  13      - 4,281,339.219   692,288.091   MT  1.00005534   +1 22 51.5
 JJ0888
 JJ0888                          SUPERSEDED SURVEY CONTROL
 JJ0888
 JJ0888  NAD 83(1986)-  38 39 35.16806(N)    102 47 24.13386(W) AD(       ) 4
 JJ0888  NAD 27      -  38 39 35.15786(N)    102 47 22.41829(W) AD(       ) 3
 JJ0888
 JJ0888.Superseded values are not recommended for survey control.
 JJ0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0888.See file dsdata.txt to determine how the superseded data were derived.
 JJ0888
 JJ0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC9228881339(NAD 83)
 JJ0888_MARKER: 42 = RADIO/TV MAST
 JJ0888
 JJ0888  HISTORY     - Date     Condition        Report By
 JJ0888  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0888
 JJ0888                          STATION DESCRIPTION
 JJ0888
 JJ0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0888'THE MAST IS LOCATED ABOUT 7 MILES SOUTH OF KIT CARSON, 1/4
 JJ0888'MILE WEST OF U.S. HIGHWAY 287, AT THE KIT CARSON STATION OF
 JJ0888'THE COLORADO INTERSTATE GAS COMPANY.
 JJ0888'
 JJ0888'THE MAST IS OF STEEL CONSTRUCTION 160 FEET HIGH, ALTERNATELY
 JJ0888'PAINTED RED AND WHITE.  THE CENTER OF THE TOP WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1214 ***********************************************************************
 JK1214  DESIGNATION -  COLORADO SPGS EL PASO CTHSE TR
 JK1214  PID         -  JK1214
 JK1214  STATE/COUNTY-  CO/EL PASO
 JK1214  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK1214
 JK1214                         *CURRENT SURVEY CONTROL
 JK1214  ___________________________________________________________________
 JK1214* NAD 83(1992)-  38 49 49.39146(N)    104 49 22.23231(W)     ADJUSTED  
 JK1214* NAVD 88     -                                                        
 JK1214  ___________________________________________________________________
 JK1214  LAPLACE CORR-         -15.62  (seconds)                    DEFLEC99
 JK1214  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 JK1214
 JK1214  HORZ ORDER  -  THIRD
 JK1214
 JK1214.The horizontal coordinates were established by classical geodetic methods
 JK1214.and adjusted by the National Geodetic Survey in January 1993..
 JK1214
 JK1214
 JK1214.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1214
 JK1214.The geoid height was determined by GEOID03.
 JK1214
 JK1214;                    North         East     Units Scale Factor Converg.
 JK1214;SPC CO C     -   415,699.586   973,197.696   MT  0.99994700   +0 25 37.5
 JK1214;SPC CO C     - 1,363,841.06  3,192,899.44   sFT  0.99994700   +0 25 37.5
 JK1214;UTM  13      - 4,297,969.573   515,376.958   MT  0.99960291   +0 06 39.9
 JK1214
 JK1214                          SUPERSEDED SURVEY CONTROL
 JK1214
 JK1214  NAD 83(1986)-  38 49 49.38068(N)    104 49 22.21495(W) AD(       ) 4
 JK1214  NAD 27      -  38 49 49.40100(N)    104 49 20.29000(W) AD(       ) 3
 JK1214
 JK1214.Superseded values are not recommended for survey control.
 JK1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1214.See file dsdata.txt to determine how the superseded data were derived.
 JK1214
 JK1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC1537797970(NAD 83)
 JK1214_MARKER: 55 = TOWER
 JK1214
 JK1214  HISTORY     - Date     Condition        Report By
 JK1214  HISTORY     - 1953     FIRST OBSERVED   CGS
 JK1214  HISTORY     - 1976     GOOD             NGS
 JK1214  HISTORY     - 1981     GOOD             NGS
 JK1214  HISTORY     - 19970805 GOOD             USPSQD
 JK1214  HISTORY     - 20020119 GOOD             USPSQD
 JK1214  HISTORY     - 20020902 GOOD             GEOCAC
 JK1214
 JK1214                          STATION DESCRIPTION
 JK1214
 JK1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 JK1214'THE STATION IS LOCATED AT THE SOUTHERN EDGE OF THE COLORADO
 JK1214'SPRINGS BUSINESS DISTRICT.  IT HAS AN APPROXIMATE HEIGHT OF
 JK1214'150 FEET AND THE APEX OF THE DOME WAS THE POINT OBSERVED UPON.
 JK1214
 JK1214                          STATION RECOVERY (1976)
 JK1214
 JK1214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ARB)
 JK1214'RECOVERED AS DESCRIBED.
 JK1214'
 JK1214'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--SOUTHERN EDGE OF
 JK1214'COLORADO SPRINGS BUSINESS DISTRICT.
 JK1214
 JK1214                          STATION RECOVERY (1981)
 JK1214
 JK1214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RMM)
 JK1214'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JK1214'
 JK1214'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN COLORADO
 JK1214'SPRINGS.
 JK1214
 JK1214                          STATION RECOVERY (1997)
 JK1214
 JK1214'RECOVERY NOTE BY US POWER SQUADRON 1997
 JK1214'RECOVERED IN GOOD CONDITION.
 JK1214
 JK1214                          STATION RECOVERY (2002)
 JK1214
 JK1214'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 JK1214'RECOVERED IN GOOD CONDITION.
 JK1214
 JK1214                          STATION RECOVERY (2002)
 JK1214
 JK1214'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 JK1214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1211 ***********************************************************************
 JK1211  DESIGNATION -  COLORADO SPGS PUB SCHHSE STAFF
 JK1211  PID         -  JK1211
 JK1211  STATE/COUNTY-  CO/EL PASO
 JK1211  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK1211
 JK1211                         *CURRENT SURVEY CONTROL
 JK1211  ___________________________________________________________________
 JK1211* NAD 83(1992)-  38 50 11.04996(N)    104 49 29.49952(W)     ADJUSTED  
 JK1211* NAVD 88     -                                                        
 JK1211  ___________________________________________________________________
 JK1211  LAPLACE CORR-         -15.55  (seconds)                    DEFLEC99
 JK1211  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 JK1211
 JK1211  HORZ ORDER  -  THIRD
 JK1211
 JK1211.The horizontal coordinates were established by classical geodetic methods
 JK1211.and adjusted by the National Geodetic Survey in January 1993..
 JK1211
 JK1211
 JK1211.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1211
 JK1211.The geoid height was determined by GEOID03.
 JK1211
 JK1211;                    North         East     Units Scale Factor Converg.
 JK1211;SPC CO C     -   416,366.105   973,017.460   MT  0.99994652   +0 25 32.9
 JK1211;SPC CO C     - 1,366,027.80  3,192,308.12   sFT  0.99994652   +0 25 32.9
 JK1211;UTM  13      - 4,298,636.846   515,200.462   MT  0.99960285   +0 06 35.4
 JK1211
 JK1211                          SUPERSEDED SURVEY CONTROL
 JK1211
 JK1211  NAD 83(1986)-  38 50 11.03951(N)    104 49 29.48719(W) AD(       ) 4
 JK1211  NAD 27      -  38 50 11.06300(N)    104 49 27.55500(W) AD(       ) 3
 JK1211
 JK1211.Superseded values are not recommended for survey control.
 JK1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1211.See file dsdata.txt to determine how the superseded data were derived.
 JK1211
 JK1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC1520098637(NAD 83)
 JK1211_MARKER: 55 = TOWER
 JK1211
 JK1211  HISTORY     - Date     Condition        Report By
 JK1211  HISTORY     - 1879     FIRST OBSERVED   CGS
 JK1211  HISTORY     - 1935     SEE DESCRIPTION  CGS
 JK1211  HISTORY     - 19970805 MARK NOT FOUND   USPSQD
 JK1211  HISTORY     - 20020119 MARK NOT FOUND   USPSQD
 JK1211
 JK1211                          STATION DESCRIPTION
 JK1211
 JK1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (AWJ)
 JK1211'THIS STATION WAS DESTROYED ABOUT 1890.  THE PRESENT SCHOOLHOUSE
 JK1211'WHICH IS MISLEADING IN THAT IT ALSO HAS A CLOCK TOWER WAS
 JK1211'BUILT IN 1892.  THE OLD SCHOOLHOUSE OCCUPIED THE SOUTHEAST
 JK1211'CORNER OF INTERSECTION OF N. CASCADE AVENUE AND BIJOU
 JK1211'STREET ON WHICH SITE THE ELKS CLUB (B.P.O.E.) BUILT IN 1902
 JK1211'NOW OCCUPIES.
 JK1211
 JK1211                          STATION RECOVERY (1997)
 JK1211
 JK1211'RECOVERY NOTE BY US POWER SQUADRON 1997
 JK1211'MARK NOT FOUND.
 JK1211
 JK1211                          STATION RECOVERY (2002)
 JK1211
 JK1211'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 JK1211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1323 ***********************************************************************
 JK1323  DESIGNATION -  COLORADO SPRINGS
 JK1323  PID         -  JK1323
 JK1323  STATE/COUNTY-  CO/EL PASO
 JK1323  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK1323
 JK1323                         *CURRENT SURVEY CONTROL
 JK1323  ___________________________________________________________________
 JK1323* NAD 83(1992)-  38 49 37.95614(N)    104 47 46.92749(W)     ADJUSTED  
 JK1323* NAVD 88     -      1862.9    (meters)    6112.     (feet)  VERTCON   
 JK1323  ___________________________________________________________________
 JK1323  LAPLACE CORR-         -13.64  (seconds)                    DEFLEC99
 JK1323  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 JK1323
 JK1323  HORZ ORDER  -  SECOND
 JK1323
 JK1323.The horizontal coordinates were established by classical geodetic methods
 JK1323.and adjusted by the National Geodetic Survey in January 1993..
 JK1323
 JK1323.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1323
 JK1323.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1323
 JK1323.The geoid height was determined by GEOID03.
 JK1323
 JK1323;                    North         East     Units Scale Factor Converg.
 JK1323;SPC CO C     -   415,364.456   975,499.013   MT  0.99994727   +0 26 37.6
 JK1323;SPC CO C     - 1,362,741.55  3,200,449.68   sFT  0.99994727   +0 26 37.6
 JK1323;UTM  13      - 4,297,621.873   517,675.601   MT  0.99960385   +0 07 39.6
 JK1323
 JK1323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1323!SPC CO C     -   0.99971049  x   0.99994727  =   0.99965777
 JK1323!UTM  13      -   0.99971049  x   0.99960385  =   0.99931445
 JK1323
 JK1323|---------------------------------------------------------------------|
 JK1323| PID    Reference Object                     Distance      Geod. Az  |
 JK1323|                                                           dddmmss.s |
 JK1323| JK1215 BM                                  112.782 METERS 10552     |
 JK1323| CM7848 COLORADO SPRINGS RM 1                18.869 METERS 25904     |
 JK1323| CM7847 COLORADO SPRINGS AZ MK                             3430040.1 |
 JK1323| CM7849 COLORADO SPRINGS RM 2                15.591 METERS 35223     |
 JK1323|---------------------------------------------------------------------|
 JK1323
 JK1323                          SUPERSEDED SURVEY CONTROL
 JK1323
 JK1323  NAD 83(1986)-  38 49 37.94760(N)    104 47 46.92267(W) AD(       ) 2
 JK1323  NAD 27      -  38 49 37.96500(N)    104 47 45.01900(W) AD(       ) 2
 JK1323  NGVD 29 (07/19/86) 1861.8    (m)         6108.     (f) VERT ANG       
 JK1323
 JK1323.Superseded values are not recommended for survey control.
 JK1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1323.See file dsdata.txt to determine how the superseded data were derived.
 JK1323
 JK1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC1767697622(NAD 83)
 JK1323_MARKER: DS = TRIANGULATION STATION DISK
 JK1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1323
 JK1323  HISTORY     - Date     Condition        Report By
 JK1323  HISTORY     - 1949     MONUMENTED       CGS
 JK1323  HISTORY     - 1957     SEE DESCRIPTION  LOCENG
 JK1323  HISTORY     - 1970     GOOD             LOCENG
 JK1323  HISTORY     - 19970805 MARK NOT FOUND   USPSQD
 JK1323  HISTORY     - 20020119 MARK NOT FOUND   USPSQD
 JK1323
 JK1323                          STATION DESCRIPTION
 JK1323
 JK1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 JK1323'THE STATION IS LOCATED IN THE EAST EDGE OF COLORADO SPRINGS
 JK1323'AT THE U.S. AIRFORCE RADIO TRANSMITTERS.  THE STATION MARK PROJECTS
 JK1323'5 INCHES, IS SET 0.1 MILE WEST OF S. UNION BLVD., 22 FEET
 JK1323'NORTHEAST OF THE NORTHEAST CORNER OF THE MAIN AIRFORCE BUILDING,
 JK1323'12 FEET SOUTHEAST OF A TALL 18 INCH DIAMETER POLE AND 6 FEET
 JK1323'NORTH OF A WHITE WITNESS POST.  IT IS STAMPED, COLORADO SPRINGS
 JK1323'1949.
 JK1323'
 JK1323'REFERENCE MARK NO. 1 PROJECTS 5 INCHES, IS SET 4 FEET NORTH OF
 JK1323'THE NORTHWEST CORNER OF THE MAIN BUILDING, IS ABOUT THE SAME
 JK1323'ELEVATION AS THE STATION MARK AND IS STAMPED, COLORADO SPRINGS
 JK1323'1949 NO 1.
 JK1323'
 JK1323'REFERENCE MARK NO. 2 PROJECTS 5 INCHES, IS ABOUT 2 FEET
 JK1323'LOWER THAN THE STATION MARK AND IS STAMPED, COLORADO SPRINGS
 JK1323'1949 NO 2.
 JK1323'
 JK1323'THE AZIMUTH MARK IS A BRONZE DISK SET IN THE TOP OF A ROCK
 JK1323'AND CONCRETE WALL AT THE SOUTHWEST CORNER OF THE LOT OF THE
 JK1323'RESIDENCE AT 1512 E. PIKES PEAK AVE.  IT PROJECTS ABOUT 4
 JK1323'FEET AND IS STAMPED, COLORADO SPRINGS 1949.
 JK1323'
 JK1323'A TRAVERSE AND LEVEL CONNECTION WAS MADE TO A U.S.C. AND G.S.
 JK1323'AND STATE SURVEY BENCH MARK.  THE MARK IS A BRONZE DISK SET IN
 JK1323'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 1 FOOT,
 JK1323'IS SET ON THE WEST BANK OF S. UNION BLVD.  THE MARK IS UNSTAMPED.
 JK1323'
 JK1323'TO REACH THE STATION FROM THE ANTLERS HOTEL IN COLORADO SPRINGS.
 JK1323'GO EAST ON PIKES PEAK AVE. 1.3 MILES TO AZIMUTH MARK ON LEFT.
 JK1323'CONTINUE EAST 0.2 MILE TO S. UNION BLVD.  TURN RIGHT, GO SOUTH
 JK1323'0.35 MILE TO A ROAD RIGHT.  TURN RIGHT, GO WEST 0.1 MILE TO THE
 JK1323'AIRFORCE BUILDING AND STATION.  A DRIVE STATION.
 JK1323
 JK1323                          STATION RECOVERY (1957)
 JK1323
 JK1323'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1957 (GN)
 JK1323'STATION AND USC AND GS AND STATE SURVEY BM RECOVERED AS
 JK1323'DESCRIBED EXCEPT THE AIR FORCE RADIO STATION NO LONGER EXISTS.
 JK1323'BOTH STATIONS ARE ON TOP OF A HILL IN A NOW OPEN FIELD.
 JK1323
 JK1323                          STATION RECOVERY (1970)
 JK1323
 JK1323'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (KRW)
 JK1323'STATION RECOVERED BY R. KEITH HOOK AND ASSOCIATES, INC.
 JK1323'
 JK1323'COLORADO SPRINGS 1949 - AZIMUTH MARK IN GOOD CONDITION AS
 JK1323'DESCRIBED.
 JK1323'
 JK1323'ALL OTHER MARKS - CANNOT FIND EITHER BURIED OR DESTROYED BY
 JK1323'CONSTRUCTION OF THE MEMORIAL MONUMENT BY CITY OF COLORADO
 JK1323'SPRINGS.
 JK1323
 JK1323                          STATION RECOVERY (1997)
 JK1323
 JK1323'RECOVERY NOTE BY US POWER SQUADRON 1997
 JK1323'MARK NOT FOUND.
 JK1323
 JK1323                          STATION RECOVERY (2002)
 JK1323
 JK1323'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 JK1323'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0210 ***********************************************************************
 JK0210  DESIGNATION -  COLORADO SPRINGS BM
 JK0210  PID         -  JK0210
 JK0210  STATE/COUNTY-  CO/EL PASO
 JK0210  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK0210
 JK0210                         *CURRENT SURVEY CONTROL
 JK0210  ___________________________________________________________________
 JK0210* NAD 83(1986)-  38 50 07.     (N)    104 49 15.     (W)     SCALED    
 JK0210* NAVD 88     -      1833.521  (meters)    6015.48   (feet)  ADJUSTED  
 JK0210  ___________________________________________________________________
 JK0210  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 JK0210  DYNAMIC HT  -        1831.533 (meters)    6008.95  (feet)  COMP
 JK0210  MODELED GRAV-     979,478.8   (mgal)                       NAVD 88
 JK0210
 JK0210  VERT ORDER  -  SECOND    CLASS 0
 JK0210
 JK0210.The horizontal coordinates were scaled from a topographic map and have
 JK0210.an estimated accuracy of +/- 6 seconds.
 JK0210
 JK0210.The orthometric height was determined by differential leveling
 JK0210.and adjusted by the National Geodetic Survey in June 1991..
 JK0210
 JK0210.The geoid height was determined by GEOID03.
 JK0210
 JK0210.The dynamic height is computed by dividing the NAVD 88
 JK0210.geopotential number by the normal gravity value computed on the
 JK0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0210.degrees latitude (g = 980.6199 gals.).
 JK0210
 JK0210.The modeled gravity was interpolated from observed gravity values.
 JK0210
 JK0210;                    North         East    Units  Estimated Accuracy
 JK0210;SPC CO C     -   416,240.      973,370.      MT  (+/- 180 meters Scaled)
 JK0210
 JK0210                          SUPERSEDED SURVEY CONTROL
 JK0210
 JK0210  NGVD 29 (??/??/92) 1832.464  (m)         6012.01   (f) ADJ UNCH    2 0
 JK0210
 JK0210.Superseded values are not recommended for survey control.
 JK0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0210.See file dsdata.txt to determine how the superseded data were derived.
 JK0210
 JK0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC155985(NAD 83)
 JK0210_MARKER: DB = BENCH MARK DISK
 JK0210_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JK0210_SP_SET: BUILDING
 JK0210_STAMPING: COLORADO SPRINGS 1934
 JK0210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0210+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2003
 JK0210
 JK0210  HISTORY     - Date     Condition        Report By
 JK0210  HISTORY     - 1934     MONUMENTED       CGS
 JK0210  HISTORY     - 1935     GOOD             NGS
 JK0210  HISTORY     - 1983     MARK NOT FOUND   NGS
 JK0210  HISTORY     - 19970805 GOOD             USPSQD
 JK0210  HISTORY     - 20030826 GOOD             GEOCAC
 JK0210
 JK0210                          STATION DESCRIPTION
 JK0210
 JK0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JK0210'AT COLORADO SPRINGS.
 JK0210'AT COLORADO SPRINGS, EL PASO COUNTY, AT THE NORTHEAST CORNER OF
 JK0210'KIOWA STREET AND NEVADA AVENUE, AT THE SOUTH ENTRANCE OF THE CITY
 JK0210'HALL, AND IN THE STONE WALL.  A STANDARD DISK, STAMPED COLORADO
 JK0210'SPRINGS 1934.
 JK0210
 JK0210                          STATION RECOVERY (1983)
 JK0210
 JK0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JK0210'COULD FIND NO EVIDENCE OF MARK OF ANY KIND AT THIS LOCATION.
 JK0210
 JK0210                          STATION RECOVERY (1997)
 JK0210
 JK0210'RECOVERY NOTE BY US POWER SQUADRON 1997
 JK0210'RECOVERED IN GOOD CONDITION.
 JK0210
 JK0210                          STATION RECOVERY (2003)
 JK0210
 JK0210'RECOVERY NOTE BY GEOCACHING 2003 (TWS)
 JK0210'DESCRIPTION SHOULD REPLACE THE WORDS  AND IN THE STONE WALL. WITH  AND
 JK0210'IN THE SOUTH END OF THE WEST STONE WALL ABOUT 3 FEET ABOVE STREET
 JK0210'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1210 ***********************************************************************
 JK1210  DESIGNATION -  COLORADO SPRINGS COLLEGE CUP
 JK1210  PID         -  JK1210
 JK1210  STATE/COUNTY-  CO/EL PASO
 JK1210  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK1210
 JK1210                         *CURRENT SURVEY CONTROL
 JK1210  ___________________________________________________________________
 JK1210* NAD 83(1992)-  38 50 52.76088(N)    104 49 32.53731(W)     ADJUSTED  
 JK1210* NAVD 88     -                                                        
 JK1210  ___________________________________________________________________
 JK1210  LAPLACE CORR-         -15.11  (seconds)                    DEFLEC99
 JK1210  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 JK1210
 JK1210  HORZ ORDER  -  THIRD
 JK1210
 JK1210.The horizontal coordinates were established by classical geodetic methods
 JK1210.and adjusted by the National Geodetic Survey in January 1993..
 JK1210
 JK1210
 JK1210.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1210
 JK1210.The geoid height was determined by GEOID03.
 JK1210
 JK1210;                    North         East     Units Scale Factor Converg.
 JK1210;SPC CO C     -   417,651.687   972,934.654   MT  0.99994561   +0 25 31.0
 JK1210;SPC CO C     - 1,370,245.58  3,192,036.44   sFT  0.99994561   +0 25 31.0
 JK1210;UTM  13      - 4,299,922.424   515,124.772   MT  0.99960282   +0 06 33.6
 JK1210
 JK1210                          SUPERSEDED SURVEY CONTROL
 JK1210
 JK1210  NAD 83(1986)-  38 50 52.74974(N)    104 49 32.52516(W) AD(       ) 4
 JK1210  NAD 27      -  38 50 52.77500(N)    104 49 30.59200(W) AD(       ) 3
 JK1210
 JK1210.Superseded values are not recommended for survey control.
 JK1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1210.See file dsdata.txt to determine how the superseded data were derived.
 JK1210
 JK1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC1512599922(NAD 83)
 JK1210_MARKER: 86 = CUPOLA
 JK1210
 JK1210  HISTORY     - Date     Condition        Report By
 JK1210  HISTORY     - 1879     FIRST OBSERVED   CGS
 JK1210  HISTORY     - 1935     GOOD             CGS
 JK1210  HISTORY     - 1944     GOOD             CGS
 JK1210  HISTORY     - 19970805 GOOD             USPSQD
 JK1210  HISTORY     - 20020119 GOOD             USPSQD
 JK1210
 JK1210                          STATION DESCRIPTION
 JK1210
 JK1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (AWJ)
 JK1210'THE COLLEGE CUPOLA OF THE ORIGINAL BUILDING IS STILL STANDING
 JK1210'AND IN GOOD CONDITION.  IT IS THE ORIGINAL BUILDING OF
 JK1210'COLORADO COLLEGE AND IS NEAR THE MIDDLE OF THE WEST SIDE OF THE
 JK1210'COLORADO COLLEGE CAMPUS.
 JK1210
 JK1210                          STATION RECOVERY (1944)
 JK1210
 JK1210'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (HJB)
 JK1210'RECOVERED IN GOOD CONDITION AS DESCRIBED IN RECOVERY NOTE OF
 JK1210'1935.
 JK1210
 JK1210                          STATION RECOVERY (1997)
 JK1210
 JK1210'RECOVERY NOTE BY US POWER SQUADRON 1997
 JK1210'RECOVERED IN GOOD CONDITION.
 JK1210
 JK1210                          STATION RECOVERY (2002)
 JK1210
 JK1210'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 JK1210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1209 ***********************************************************************
 JK1209  DESIGNATION -  COLORADO SPRINGS LAT AND LONG
 JK1209  PID         -  JK1209
 JK1209  STATE/COUNTY-  CO/EL PASO
 JK1209  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK1209
 JK1209                         *CURRENT SURVEY CONTROL
 JK1209  ___________________________________________________________________
 JK1209* NAD 83(1992)-  38 50 02.85464(N)    104 49 36.99927(W)     ADJUSTED  
 JK1209* NAVD 88     -      1825.     (meters)    5988.     (feet)  SCALED    
 JK1209  ___________________________________________________________________
 JK1209  LAPLACE CORR-         -15.82  (seconds)                    DEFLEC99
 JK1209  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 JK1209
 JK1209  HORZ ORDER  -  THIRD
 JK1209
 JK1209.The horizontal coordinates were established by classical geodetic methods
 JK1209.and adjusted by the National Geodetic Survey in January 1993..
 JK1209
 JK1209.The orthometric height was scaled from a topographic map.
 JK1209
 JK1209.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1209
 JK1209.The geoid height was determined by GEOID03.
 JK1209
 JK1209;                    North         East     Units Scale Factor Converg.
 JK1209;SPC CO C     -   416,112.066   972,838.466   MT  0.99994670   +0 25 28.2
 JK1209;SPC CO C     - 1,365,194.34  3,191,720.87   sFT  0.99994670   +0 25 28.2
 JK1209;UTM  13      - 4,298,383.885   515,020.132   MT  0.99960278   +0 06 30.7
 JK1209
 JK1209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1209!SPC CO C     -   0.99971637  x   0.99994670  =   0.99966309
 JK1209!UTM  13      -   0.99971637  x   0.99960278  =   0.99931926
 JK1209
 JK1209|---------------------------------------------------------------------|
 JK1209| PID    Reference Object                     Distance      Geod. Az  |
 JK1209|                                                           dddmmss.s |
 JK1209| JK1211 COLORADO SPGS PUB SCHHSE STAFF      310.781 METERS 03536     |
 JK1209| JK1222 BEAR CREEK                          APPROX. 5.8 KM 2493121.0 |
 JK1209|---------------------------------------------------------------------|
 JK1209
 JK1209                          SUPERSEDED SURVEY CONTROL
 JK1209
 JK1209  NAD 83(1986)-  38 50 02.84410(N)    104 49 36.99530(W) AD(       ) 3
 JK1209  NAD 27      -  38 50 02.87000(N)    104 49 35.06100(W) AD(       ) 3
 JK1209
 JK1209.Superseded values are not recommended for survey control.
 JK1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1209.See file dsdata.txt to determine how the superseded data were derived.
 JK1209
 JK1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC1502098384(NAD 83)
 JK1209_MARKER: Z = SEE DESCRIPTION
 JK1209_SETTING: 0 = UNSPECIFIED SETTING
 JK1209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK1209
 JK1209  HISTORY     - Date     Condition        Report By
 JK1209  HISTORY     - 1873     MONUMENTED       CGS
 JK1209  HISTORY     - 1879     SEE DESCRIPTION  CGS
 JK1209  HISTORY     - 1935     SEE DESCRIPTION  CGS
 JK1209  HISTORY     - 19970805 MARK NOT FOUND   USPSQD
 JK1209  HISTORY     - 20020119 MARK NOT FOUND   USPSQD
 JK1209
 JK1209                          STATION DESCRIPTION
 JK1209
 JK1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1879
 JK1209'JUST EAST OF THE DENVER AND RIO GRANDE RAILROAD PASSENGER DEPOT
 JK1209'AT COLORADO SPRINGS, IN THE EXPERIMENTAL GARDEN JUST NORTH
 JK1209'OF THE MAIN WALK, ABOUT 60 METERS WEST OF THE EAST GATE.
 JK1209'THE STATION IS MARKED BY THE FOUNDATION OF AN OLD MASONRY PIER.
 JK1209
 JK1209                          STATION RECOVERY (1935)
 JK1209
 JK1209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (AWJ)
 JK1209'THE OLD EXPERIMENTAL GARDEN HAS BEEN DESTROYED.  A SMALL
 JK1209'PARK OCCUPIES THE FORMER GARDEN SITE.  INFORMATION FROM AN
 JK1209'OLD ENGINEER AND OTHER PERSONS, ESPECIALLY FROM MR. DAVID
 JK1209'JOLLY OF COLORADO SPRINGS, INDICATES THAT THE OLD GOVERNMENT
 JK1209'MARKS IN THE FORMER GARDEN WERE DESTROYED A NUMBER OF YEARS
 JK1209'AGO.  THE STATION IS UNDOUBTEDLY DESTROYED.
 JK1209
 JK1209                          STATION RECOVERY (1997)
 JK1209
 JK1209'RECOVERY NOTE BY US POWER SQUADRON 1997
 JK1209'MARK NOT FOUND.
 JK1209
 JK1209                          STATION RECOVERY (2002)
 JK1209
 JK1209'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 JK1209'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1205 ***********************************************************************
 JK1205  DESIGNATION -  COLORADO SPRINGS N TEL POLE
 JK1205  PID         -  JK1205
 JK1205  STATE/COUNTY-  CO/EL PASO
 JK1205  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK1205
 JK1205                         *CURRENT SURVEY CONTROL
 JK1205  ___________________________________________________________________
 JK1205* NAD 83(1992)-  38 50 01.60228(N)    104 49 43.65155(W)     ADJUSTED  
 JK1205* NAVD 88     -      1825.     (meters)    5988.     (feet)  SCALED    
 JK1205  ___________________________________________________________________
 JK1205  LAPLACE CORR-         -16.01  (seconds)                    DEFLEC99
 JK1205  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 JK1205
 JK1205  HORZ ORDER  -  THIRD
 JK1205
 JK1205.The horizontal coordinates were established by classical geodetic methods
 JK1205.and adjusted by the National Geodetic Survey in January 1993..
 JK1205
 JK1205.The orthometric height was scaled from a topographic map.
 JK1205
 JK1205.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1205
 JK1205.The geoid height was determined by GEOID03.
 JK1205
 JK1205;                    North         East     Units Scale Factor Converg.
 JK1205;SPC CO C     -   416,072.264   972,678.318   MT  0.99994673   +0 25 24.0
 JK1205;SPC CO C     - 1,365,063.75  3,191,195.45   sFT  0.99994673   +0 25 24.0
 JK1205;UTM  13      - 4,298,344.980   514,859.822   MT  0.99960272   +0 06 26.5
 JK1205
 JK1205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1205!SPC CO C     -   0.99971637  x   0.99994673  =   0.99966311
 JK1205!UTM  13      -   0.99971637  x   0.99960272  =   0.99931920
 JK1205
 JK1205|---------------------------------------------------------------------|
 JK1205| PID    Reference Object                     Distance      Geod. Az  |
 JK1205|                                                           dddmmss.s |
 JK1205| JK1206 COLORADO SPRINGS S TEL POLE          46.203 METERS 18215     |
 JK1205| JK1223 MONTE ROSA                          APPROX.13.6 KM 2293144.7 |
 JK1205|---------------------------------------------------------------------|
 JK1205
 JK1205                          SUPERSEDED SURVEY CONTROL
 JK1205
 JK1205  NAD 83(1986)-  38 50 01.59136(N)    104 49 43.64797(W) AD(       ) 3
 JK1205  NAD 27      -  38 50 01.60500(N)    104 49 41.83000(W) AD(       ) 3
 JK1205
 JK1205.Superseded values are not recommended for survey control.
 JK1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1205.See file dsdata.txt to determine how the superseded data were derived.
 JK1205
 JK1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC1486098345(NAD 83)
 JK1205_MARKER: 61 = POLE
 JK1205
 JK1205  HISTORY     - Date     Condition        Report By
 JK1205  HISTORY     - 1879     FIRST OBSERVED   CGS
 JK1205  HISTORY     - 1935     SEE DESCRIPTION  CGS
 JK1205  HISTORY     - 19970905 MARK NOT FOUND   USPSQD
 JK1205  HISTORY     - 20020119 MARK NOT FOUND   USPSQD
 JK1205
 JK1205                          STATION DESCRIPTION
 JK1205
 JK1205'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (AWJ)
 JK1205'THIS STATION IS DESTROYED WITHOUT DOUBT.  ALL THE OLD MARKS AROUND
 JK1205'THE DEPOT ARE GONE SAVE FOR A FEW BENCH MARKS.
 JK1205
 JK1205                          STATION RECOVERY (1997)
 JK1205
 JK1205'RECOVERY NOTE BY US POWER SQUADRON 1997
 JK1205'MARK NOT FOUND.
 JK1205
 JK1205                          STATION RECOVERY (2002)
 JK1205
 JK1205'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 JK1205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1213 ***********************************************************************
 JK1213  DESIGNATION -  COLORADO SPRINGS RAD KRDO MST
 JK1213  PID         -  JK1213
 JK1213  STATE/COUNTY-  CO/EL PASO
 JK1213  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK1213
 JK1213                         *CURRENT SURVEY CONTROL
 JK1213  ___________________________________________________________________
 JK1213* NAD 83(1992)-  38 50 07.16625(N)    104 49 32.96113(W)     ADJUSTED  
 JK1213* NAVD 88     -                                                        
 JK1213  ___________________________________________________________________
 JK1213  LAPLACE CORR-         -15.66  (seconds)                    DEFLEC99
 JK1213  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 JK1213
 JK1213  HORZ ORDER  -  THIRD
 JK1213
 JK1213.The horizontal coordinates were established by classical geodetic methods
 JK1213.and adjusted by the National Geodetic Survey in January 1993..
 JK1213
 JK1213
 JK1213.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1213
 JK1213.The geoid height was determined by GEOID03.
 JK1213
 JK1213;                    North         East     Units Scale Factor Converg.
 JK1213;SPC CO C     -   416,245.734   972,934.868   MT  0.99994660   +0 25 30.7
 JK1213;SPC CO C     - 1,365,632.88  3,192,037.15   sFT  0.99994660   +0 25 30.7
 JK1213;UTM  13      - 4,298,516.973   515,117.235   MT  0.99960281   +0 06 33.2
 JK1213
 JK1213                          SUPERSEDED SURVEY CONTROL
 JK1213
 JK1213  NAD 83(1986)-  38 50 07.15524(N)    104 49 32.94349(W) AD(       ) 4
 JK1213  NAD 27      -  38 50 07.17700(N)    104 49 31.02000(W) AD(       ) 3
 JK1213
 JK1213.Superseded values are not recommended for survey control.
 JK1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1213.See file dsdata.txt to determine how the superseded data were derived.
 JK1213
 JK1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC1511798517(NAD 83)
 JK1213_MARKER: 42 = RADIO/TV MAST
 JK1213
 JK1213  HISTORY     - Date     Condition        Report By
 JK1213  HISTORY     - 1953     FIRST OBSERVED   CGS
 JK1213  HISTORY     - 19970805 MARK NOT FOUND   USPSQD
 JK1213  HISTORY     - 20020119 MARK NOT FOUND   USPSQD
 JK1213
 JK1213                          STATION DESCRIPTION
 JK1213
 JK1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 JK1213'THE STATION IS LOCATED IN THE NORTHWEST ANGLE OF KIOWA AND
 JK1213'CASCADE STREETS, INSIDE THE CADILLAC GARAGE.  WHICH IS ALSO THE
 JK1213'ADAMS MOTOR CO.  THE STATION IS A 3-LEGGED STEEL STRUCTURE
 JK1213'PAINTED ALTERNATELY RED AND WHITE AND IT HAS AN OVER-ALL
 JK1213'HEIGHT OF 300 FEET.  THE LIGHT AT THE TOP AND CENTER WAS THE
 JK1213'POINT OBSERVED UPON.
 JK1213
 JK1213                          STATION RECOVERY (1997)
 JK1213
 JK1213'RECOVERY NOTE BY US POWER SQUADRON 1997
 JK1213'MARK NOT FOUND.
 JK1213
 JK1213                          STATION RECOVERY (2002)
 JK1213
 JK1213'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 JK1213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1216 ***********************************************************************
 JK1216  DESIGNATION -  COLORADO SPRINGS RAD KVOR MST
 JK1216  PID         -  JK1216
 JK1216  STATE/COUNTY-  CO/EL PASO
 JK1216  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK1216
 JK1216                         *CURRENT SURVEY CONTROL
 JK1216  ___________________________________________________________________
 JK1216* NAD 83(1992)-  38 50 07.33371(N)    104 46 37.71821(W)     ADJUSTED  
 JK1216* NAVD 88     -                                                        
 JK1216  ___________________________________________________________________
 JK1216  LAPLACE CORR-         -12.21  (seconds)                    DEFLEC99
 JK1216  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 JK1216
 JK1216  HORZ ORDER  -  THIRD
 JK1216
 JK1216.The horizontal coordinates were established by classical geodetic methods
 JK1216.and adjusted by the National Geodetic Survey in January 1993..
 JK1216
 JK1216
 JK1216.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1216
 JK1216.The geoid height was determined by GEOID03.
 JK1216
 JK1216;                    North         East     Units Scale Factor Converg.
 JK1216;SPC CO C     -   416,283.393   977,161.084   MT  0.99994660   +0 27 21.2
 JK1216;SPC CO C     - 1,365,756.43  3,205,902.66   sFT  0.99994660   +0 27 21.2
 JK1216;UTM  13      - 4,298,531.315   519,342.146   MT  0.99960461   +0 08 23.1
 JK1216
 JK1216                          SUPERSEDED SURVEY CONTROL
 JK1216
 JK1216  NAD 83(1986)-  38 50 07.32278(N)    104 46 37.69905(W) AD(       ) 4
 JK1216  NAD 27      -  38 50 07.34400(N)    104 46 35.78000(W) AD(       ) 3
 JK1216
 JK1216.Superseded values are not recommended for survey control.
 JK1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1216.See file dsdata.txt to determine how the superseded data were derived.
 JK1216
 JK1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC1934298531(NAD 83)
 JK1216_MARKER: 42 = RADIO/TV MAST
 JK1216
 JK1216  HISTORY     - Date     Condition        Report By
 JK1216  HISTORY     - 1953     FIRST OBSERVED   CGS
 JK1216  HISTORY     - 1958     GOOD             CGS
 JK1216  HISTORY     - 1961     GOOD             USGS
 JK1216  HISTORY     - 19970805 MARK NOT FOUND   USPSQD
 JK1216  HISTORY     - 20020119 MARK NOT FOUND   USPSQD
 JK1216
 JK1216                          STATION DESCRIPTION
 JK1216
 JK1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 JK1216'THE STATION IS LOCATED ON THE EAST EDGE OF COLORADO SPRINGS,
 JK1216'0.1 MILE SOUTH OF PLATTE STREET AND 0.1 MILE WEST OF CIRCLE
 JK1216'DRIVE.  IT IS A 4-LEGGED STEEL STRUCTURE PAINTED ALTERNATELY
 JK1216'RED AND WHITE AND IT HAS AN OVER-ALL HEIGHT OF 300 FEET.  THE
 JK1216'LIGHT AT THE TOP AND CENTER WAS THE POINT OBSERVED UPON.
 JK1216
 JK1216                          STATION RECOVERY (1958)
 JK1216
 JK1216'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WTJ)
 JK1216'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JK1216
 JK1216                          STATION RECOVERY (1961)
 JK1216
 JK1216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 JK1216'THE STATION SITE IS NOW A RESIDENTIAL SUBDIVISION.  RADIO STATION
 JK1216'KVOR TOWER IS NO LONGER IN EXISTENCE.  A 60 FT QUADRIPOD, HAM
 JK1216'RADIO STEEL TOWER IS PRESENT IN THE IMMEDIATE VICINITY OF THE
 JK1216'STATION SITE BUT SHOULD NOT BE MISTAKEN FOR THE RADIO STATION
 JK1216'KVOR MAST.
 JK1216
 JK1216                          STATION RECOVERY (1997)
 JK1216
 JK1216'RECOVERY NOTE BY US POWER SQUADRON 1997
 JK1216'MARK NOT FOUND.
 JK1216
 JK1216                          STATION RECOVERY (2002)
 JK1216
 JK1216'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 JK1216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1207 ***********************************************************************
 JK1207  DESIGNATION -  COLORADO SPRNGS ASTRO
 JK1207  PID         -  JK1207
 JK1207  STATE/COUNTY-  CO/EL PASO
 JK1207  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK1207
 JK1207                         *CURRENT SURVEY CONTROL
 JK1207  ___________________________________________________________________
 JK1207* NAD 83(1992)-  38 49 43.52447(N)    104 49 47.32263(W)     ADJUSTED  
 JK1207* NAVD 88     -      1821.     (meters)    5974.     (feet)  SCALED    
 JK1207  ___________________________________________________________________
 JK1207  LAPLACE CORR-         -16.34  (seconds)                    DEFLEC99
 JK1207  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 JK1207
 JK1207  HORZ ORDER  -  THIRD
 JK1207
 JK1207.The horizontal coordinates were established by classical geodetic methods
 JK1207.and adjusted by the National Geodetic Survey in January 1993..
 JK1207
 JK1207.The orthometric height was scaled from a topographic map.
 JK1207
 JK1207.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1207
 JK1207.The geoid height was determined by GEOID03.
 JK1207
 JK1207;                    North         East     Units Scale Factor Converg.
 JK1207;SPC CO C     -   415,514.194   972,593.895   MT  0.99994714   +0 25 21.7
 JK1207;SPC CO C     - 1,363,232.82  3,190,918.47   sFT  0.99994714   +0 25 21.7
 JK1207;UTM  13      - 4,297,787.576   514,772.352   MT  0.99960269   +0 06 24.1
 JK1207
 JK1207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1207!SPC CO C     -   0.99971700  x   0.99994714  =   0.99966415
 JK1207!UTM  13      -   0.99971700  x   0.99960269  =   0.99931980
 JK1207
 JK1207                          SUPERSEDED SURVEY CONTROL
 JK1207
 JK1207  NAD 83(1986)-  38 49 43.51393(N)    104 49 47.31834(W) AD(       ) 3
 JK1207  NAD 27      -  38 49 43.54000(N)    104 49 45.38400(W) AD(       ) 3
 JK1207
 JK1207.Superseded values are not recommended for survey control.
 JK1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1207.See file dsdata.txt to determine how the superseded data were derived.
 JK1207
 JK1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC1477297788(NAD 83)
 JK1207_MARKER: H = DRILL HOLE
 JK1207_SETTING: 0 = UNSPECIFIED SETTING
 JK1207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK1207
 JK1207  HISTORY     - Date     Condition        Report By
 JK1207  HISTORY     - 1879     MONUMENTED       USE
 JK1207  HISTORY     - 1935     SEE DESCRIPTION  CGS
 JK1207  HISTORY     - 19970805 MARK NOT FOUND   USPSQD
 JK1207  HISTORY     - 20020119 MARK NOT FOUND   USPSQD
 JK1207
 JK1207                          STATION DESCRIPTION
 JK1207
 JK1207'DESCRIBED BY US ENGINEERS 1879 (OHT)
 JK1207'ON A RISE OF GROUND SOUTHEAST OF THE FREIGHT DEPOT OF THE
 JK1207'DENVER AND RIO GRANDE RAILROAD AT COLORADO SPRINGS.  THE
 JK1207'STATION IS MARKED BY A DRILL HOLE IN THE TOP OF A SOLID
 JK1207'STONE PIER.
 JK1207
 JK1207                          STATION RECOVERY (1935)
 JK1207
 JK1207'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (AWJ)
 JK1207'THIS STATION IS UNDOUBTEDLY DESTROYED.  THE OLD FREIGHT DEPOT
 JK1207'OF THE DENVER AND RIO GRANDE WESTERN RAILROAD WAS ABOUT 1/2
 JK1207'MILE SOUTHWEST OF THE PRESENT DEPOT.  IT HAS BEEN DESTROYED
 JK1207'A GREAT NUMBER OF YEARS.  THE SITE WAS POINT OUT BUT WAREHOUSES
 JK1207'AND BUILDINGS OCCUPY THE VICINITY AND NO TRACE OF STATION
 JK1207'REMAINS.
 JK1207
 JK1207                          STATION RECOVERY (1997)
 JK1207
 JK1207'RECOVERY NOTE BY US POWER SQUADRON 1997
 JK1207'MARK NOT FOUND.
 JK1207
 JK1207                          STATION RECOVERY (2002)
 JK1207
 JK1207'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 JK1207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0546 ***********************************************************************
 HL0546  DESIGNATION -  COLORADO ST HWY PATROL STA MST
 HL0546  PID         -  HL0546
 HL0546  STATE/COUNTY-  CO/RIO GRANDE
 HL0546  USGS QUAD   -  SOUTH FORK EAST (1967)
 HL0546
 HL0546                         *CURRENT SURVEY CONTROL
 HL0546  ___________________________________________________________________
 HL0546* NAD 83(1992)-  37 43 46.84147(N)    106 35 19.76491(W)     ADJUSTED  
 HL0546* NAVD 88     -                                                        
 HL0546  ___________________________________________________________________
 HL0546  LAPLACE CORR-          -4.92  (seconds)                    DEFLEC99
 HL0546  GEOID HEIGHT-         -15.82  (meters)                     GEOID03
 HL0546
 HL0546  HORZ ORDER  -  THIRD
 HL0546
 HL0546.The horizontal coordinates were established by classical geodetic methods
 HL0546.and adjusted by the National Geodetic Survey in January 1993..
 HL0546
 HL0546
 HL0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0546
 HL0546.The geoid height was determined by GEOID03.
 HL0546
 HL0546;                    North         East     Units Scale Factor Converg.
 HL0546;SPC CO S     -   423,336.905   818,425.050   MT  0.99994705   -0 40 04.3
 HL0546;SPC CO S     - 1,388,897.83  2,685,116.18   sFT  0.99994705   -0 40 04.3
 HL0546;UTM  13      - 4,177,011.036   359,990.494   MT  0.99984145   -0 58 20.7
 HL0546
 HL0546                          SUPERSEDED SURVEY CONTROL
 HL0546
 HL0546  NAD 83(1986)-  37 43 46.84023(N)    106 35 19.77097(W) AD(       ) 4
 HL0546  NAD 27      -  37 43 46.82800(N)    106 35 17.61800(W) AD(       ) 3
 HL0546
 HL0546.Superseded values are not recommended for survey control.
 HL0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0546.See file dsdata.txt to determine how the superseded data were derived.
 HL0546
 HL0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB5999077011(NAD 83)
 HL0546_MARKER: 42 = RADIO/TV MAST
 HL0546
 HL0546  HISTORY     - Date     Condition        Report By
 HL0546  HISTORY     - 1958     FIRST OBSERVED   CGS
 HL0546
 HL0546                          STATION DESCRIPTION
 HL0546
 HL0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 HL0546'LOCATED ABOUT 13 MILES WEST AND 5 MILES NORTH OF DEL NORTE,
 HL0546'5-1/2 MILES NORTH AND 2-1/2 MILES EAST OF SOUTH FORK, ON
 HL0546'THE HIGHEST POINT OF THE SOUTH ONE OF THREE SIMILIAR HILLS,
 HL0546'AND ABOUT 6 FEET NORTH OF A SMALL WOODEN FRAME BUILDING.
 HL0546'IT IS THE HIGHEST AND WEST ONE OF TWO HIGHWAY PATROL MASTS.
 HL0546'
 HL0546'STRUCTURE IS A 100 FOOT TELESCOPIC, STEEL POLE PAINTED
 HL0546'ALTERNATELY ORANGE AND WHITE, SET IN A 3 FOOT SQUARE, CONCRETE
 HL0546'FOUNDATION, AND HAVING TWO RED LIGHTS AND A 5 FOOT ANTENNA AT
 HL0546'ITS TOP.  OVERALL HEIGHT IS 105 FEET.  POINT OBSERVED WAS THE
 HL0546'CENTER OF THE STRUCTURE.
 HL0546'
 HL0546'A TRAVERSE CONNECTION WAS MADE, USING A 300 FOOT STEEL TAPE,
 HL0546'TO PATROL, THE DISTANCE BEING 125.42 FEET OR (38.229 METERS)
 HL0546'SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0818 ***********************************************************************
 JJ0818  DESIGNATION -  COLORADO STATE PATROL RAD MAST
 JJ0818  PID         -  JJ0818
 JJ0818  STATE/COUNTY-  CO/PROWERS
 JJ0818  USGS QUAD   -  MAY VALLEY (1955)
 JJ0818
 JJ0818                         *CURRENT SURVEY CONTROL
 JJ0818  ___________________________________________________________________
 JJ0818* NAD 83(1992)-  38 12 05.17507(N)    102 34 05.78114(W)     ADJUSTED  
 JJ0818* NAVD 88     -                                                        
 JJ0818  ___________________________________________________________________
 JJ0818  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 JJ0818  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 JJ0818
 JJ0818  HORZ ORDER  -  THIRD
 JJ0818
 JJ0818.The horizontal coordinates were established by classical geodetic methods
 JJ0818.and adjusted by the National Geodetic Survey in January 1993..
 JJ0818
 JJ0818
 JJ0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0818
 JJ0818.The geoid height was determined by GEOID03.
 JJ0818
 JJ0818;                    North         East     Units Scale Factor Converg.
 JJ0818;SPC CO S     -   479,167.622 1,171,145.800   MT  0.99996589   +1 47 53.7
 JJ0818;SPC CO S     - 1,572,069.11  3,842,334.18   sFT  0.99996589   +1 47 53.7
 JJ0818;UTM  13      - 4,230,960.647   712,929.033   MT  1.00015841   +1 30 15.9
 JJ0818
 JJ0818                          SUPERSEDED SURVEY CONTROL
 JJ0818
 JJ0818  NAD 83(1986)-  38 12 05.17154(N)    102 34 05.77548(W) AD(       ) 4
 JJ0818  NAD 27      -  38 12 05.13733(N)    102 34 04.08894(W) AD(       ) 3
 JJ0818
 JJ0818.Superseded values are not recommended for survey control.
 JJ0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0818.See file dsdata.txt to determine how the superseded data were derived.
 JJ0818
 JJ0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC1292930961(NAD 83)
 JJ0818_MARKER: 42 = RADIO/TV MAST
 JJ0818
 JJ0818  HISTORY     - Date     Condition        Report By
 JJ0818  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0818
 JJ0818                          STATION DESCRIPTION
 JJ0818
 JJ0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0818'THE STATION IS LOCATED ABOUT 8 MILES AIRLINE NORTH-NORTHEAST
 JJ0818'OF LAMAR, 8 MILES AIRLINE EAST OF WILEY, AND 2-1/2 MILES
 JJ0818'EAST OF THE MAY VALLEY STORE, ON THE HIGHEST GROUND IN THE
 JJ0818'VICINITY.
 JJ0818'
 JJ0818'THE MAST IS OF STEEL CONSTRUCTION AND ABOUT 85 FEET HIGH,
 JJ0818'WITH TWO RED LIGHTS ON TOP.  IT IS 269.500 FEET, 82.144 METERS,
 JJ0818'NORTHWEST OF TRIANGULATION STATION KROELL (USGS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0698 ***********************************************************************
 LN0698  DESIGNATION -  COLOROW
 LN0698  PID         -  LN0698
 LN0698  STATE/COUNTY-  CO/RIO BLANCO
 LN0698  USGS QUAD   -  INDIAN VALLEY (1966)
 LN0698
 LN0698                         *CURRENT SURVEY CONTROL
 LN0698  ___________________________________________________________________
 LN0698* NAD 83(1992)-  40 10 54.96878(N)    108 10 44.08432(W)     ADJUSTED  
 LN0698* NAVD 88     -      2401.3    (meters)    7878.     (feet)  VERTCON   
 LN0698  ___________________________________________________________________
 LN0698  LAPLACE CORR-           7.21  (seconds)                    DEFLEC99
 LN0698  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 LN0698
 LN0698  HORZ ORDER  -  THIRD
 LN0698
 LN0698.The horizontal coordinates were established by classical geodetic methods
 LN0698.and adjusted by the National Geodetic Survey in January 1993..
 LN0698
 LN0698.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0698
 LN0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0698
 LN0698.The geoid height was determined by GEOID03.
 LN0698
 LN0698;                    North         East     Units Scale Factor Converg.
 LN0698;SPC CO N     -   402,467.098   686,291.843   MT  0.99995756   -1 43 51.4
 LN0698;SPC CO N     - 1,320,427.47  2,251,609.15   sFT  0.99995756   -1 43 51.4
 LN0698;UTM  12      - 4,451,767.469   740,183.322   MT  1.00031020   +1 49 15.9
 LN0698
 LN0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0698!SPC CO N     -   0.99962597  x   0.99995756  =   0.99958355
 LN0698!UTM  12      -   0.99962597  x   1.00031020  =   0.99993606
 LN0698
 LN0698                          SUPERSEDED SURVEY CONTROL
 LN0698
 LN0698  NAD 83(1992)-  40 10 54.96339(N)    108 10 44.07813(W) AD(       ) 3
 LN0698  NGVD 29 (03/25/92) 2400.0    (m)         7874.     (f) VERT ANG       
 LN0698
 LN0698.Superseded values are not recommended for survey control.
 LN0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0698.See file dsdata.txt to determine how the superseded data were derived.
 LN0698
 LN0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK4018351767(NAD 83)
 LN0698_MARKER: DD = SURVEY DISK
 LN0698_SETTING: 66 = SET IN ROCK OUTCROP
 LN0698_SP_SET: SET IN ROCK OUTCROP
 LN0698_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0698+STABILITY: POSITION/ELEVATION WELL
 LN0698
 LN0698  HISTORY     - Date     Condition        Report By
 LN0698  HISTORY     - 1910     MONUMENTED       USGS
 LN0698  HISTORY     - 1966     GOOD             USGS
 LN0698
 LN0698                          STATION DESCRIPTION
 LN0698
 LN0698'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LN0698'ON HIGHEST POINT OF MOUNTAIN LOCALLY KNOWN AS COLOROW.  THE STATION
 LN0698'IS 8 MI. N. OF E. J. WILSONS RANCH, WHICH IS 20 MI. DOWN WHITE RIVER
 LN0698'FROM MEEKER.  ANIMALS CAN BE RIDDEN FROM WILSONS TO SUMMIT OF
 LN0698'MOUNTAIN.
 LN0698'
 LN0698'STATION MARK--A TRIANGULATION TABLET SET IN ROCK UNDER CENTER OF
 LN0698'CAIRN, STAMPED ---COLOROW 1910 ET 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8673 ***********************************************************************
 AF8673  DESIGNATION -  COLT
 AF8673  PID         -  AF8673
 AF8673  STATE/COUNTY-  CO/GARFIELD
 AF8673  USGS QUAD   -  RIFLE (1982)
 AF8673
 AF8673                         *CURRENT SURVEY CONTROL
 AF8673  ___________________________________________________________________
 AF8673* NAD 83(1992)-  39 30 33.16055(N)    107 48 10.95648(W)     ADJUSTED  
 AF8673* NAVD 88     -      1722.4    (meters)    5651.     (feet)  GPS OBS   
 AF8673  ___________________________________________________________________
 AF8673  X           -  -1,506,982.288 (meters)                     COMP
 AF8673  Y           -  -4,692,843.800 (meters)                     COMP
 AF8673  Z           -   4,037,178.279 (meters)                     COMP
 AF8673  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 AF8673  ELLIP HEIGHT-        1706.51  (meters)          (12/03/02) GPS OBS
 AF8673  GEOID HEIGHT-         -15.88  (meters)                     GEOID03
 AF8673
 AF8673  HORZ ORDER  -  FIRST
 AF8673  ELLP ORDER  -  FOURTH    CLASS II
 AF8673
 AF8673.The horizontal coordinates were established by GPS observations
 AF8673.and adjusted by the National Geodetic Survey in June 1998..
 AF8673
 AF8673.The orthometric height was determined by GPS observations and a
 AF8673.high-resolution geoid model.
 AF8673
 AF8673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF8673
 AF8673.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8673
 AF8673.The ellipsoidal height was determined by GPS observations
 AF8673.and is referenced to NAD 83.
 AF8673
 AF8673.The geoid height was determined by GEOID03.
 AF8673
 AF8673;                    North         East     Units Scale Factor Converg.
 AF8673;SPC CO C     -   493,348.738   716,364.228   MT  0.99996123   -1 27 09.0
 AF8673;SPC CO C     - 1,618,594.98  2,350,271.64   sFT  0.99996123   -1 27 09.0
 AF8673;UTM  13      - 4,377,038.773   259,010.390   MT  1.00031509   -1 47 03.0
 AF8673
 AF8673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8673!SPC CO C     -   0.99973234  x   0.99996123  =   0.99969358
 AF8673!UTM  13      -   0.99973234  x   1.00031509  =   1.00004735
 AF8673
 AF8673                          SUPERSEDED SURVEY CONTROL
 AF8673
 AF8673  ELLIP H (06/16/98) 1706.52   (m)                       GP(       ) 3 1
 AF8673
 AF8673.Superseded values are not recommended for survey control.
 AF8673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8673.See file dsdata.txt to determine how the superseded data were derived.
 AF8673
 AF8673_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD5901077039(NAD 83)
 AF8673_MARKER: DH = HORIZONTAL CONTROL DISK
 AF8673_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AF8673_SP_SET: BOX OUTLET
 AF8673_STAMPING: COLT 1996
 AF8673_MARK LOGO: NGS   
 AF8673_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AF8673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8673+STABILITY: SURFACE MOTION
 AF8673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8673+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AF8673
 AF8673  HISTORY     - Date     Condition        Report By
 AF8673  HISTORY     - 1996     MONUMENTED       NGS
 AF8673
 AF8673                          STATION DESCRIPTION
 AF8673
 AF8673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AF8673'THE STATION IS LOCATED IN THE CITY OF RIFLE, IN THE SOUTHWEST 1/4 OF
 AF8673'SECTION 20, T 6 S, R 93 W.  OWNERSHIP--CITY OF RIFLE WATER DEPARTMENT
 AF8673'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 70 AND
 AF8673'TAUGHENBAUGH BLVD.  IN RIFLE, GO SOUTH-SOUTHEAST ON TAUGHENBAUGH BLVD.
 AF8673'FOR 0.15 MI (0.24 KM) TO AN INTERSECTION, SOUTH 7TH STREET. TURN WEST
 AF8673'ON SOUTH 7TH STREET FOR 0.2 MI (0.3 KM) TO A SHARP TURN IN THE ROAD,
 AF8673'THE ROAD BECOME THE RIFLE-RULISON ROAD.  TURN RIGHT, SOUTH, ON THE
 AF8673'RIFLE-RULISON ROAD FOR 2.1 MI (3.4 KM) GOING UP A HILL TO THE SECOND
 AF8673'HAIRPIN TURN AND THE TOP OF THE MESA.  CONTINUE SOUTH, ON THE
 AF8673'RIFLE-RULISON ROAD FOR 0.15 MI (0.24 KM) TO THE ENTRANCE AND LOCKED
 AF8673'GATE TO THE WATER PLANT.  ENTER INTO THE PLANT, BEARING SOUTHERLY TO
 AF8673'THE BOTTOM OF A SMALL EARTH DAM AND THE STATION ON THE TOP OF THE DAM
 AF8673'THE MARK IS A STANDARD DISK SET INTO THE NORTHEAST CORNER OF A 1.6 M
 AF8673'(5.2 FT) BY 1.6 M (5.2 FT) CONCRETE BOX OUTLET FOR THE SETTLING POND
 AF8673'DAM, PROJECTING 10 CM ABOVE TO DAM.  IT IS 90.4 M (296.6 FT)
 AF8673'SOUTH-SOUTHWEST FROM THE CENTER OF THE GATE AND ENTRANCE TO THE WATER
 AF8673'WORKS, 43.0 M (141.1 FT) WEST FROM A CHAINLINK FENCE, 32.9 M (107.9
 AF8673'FT) WEST FROM A DIRT ROAD ALONG THE EASTERN SIDE OF THE WATER WORKS
 AF8673'AND 0.65 M (2.13 FT) EAST-SOUTHEAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0878 ***********************************************************************
 JL0878  DESIGNATION -  COLUMBIA PK
 JL0878  PID         -  JL0878
 JL0878  STATE/COUNTY-  CO/CHAFFEE
 JL0878  USGS QUAD   -  MOUNT HARVARD (1982)
 JL0878
 JL0878                         *CURRENT SURVEY CONTROL
 JL0878  ___________________________________________________________________
 JL0878* NAD 83(1992)-  38 54 14.16869(N)    106 17 50.99614(W)     ADJUSTED  
 JL0878* NAVD 88     -      4290.8    (meters)   14077.     (feet)  VERTCON   
 JL0878  ___________________________________________________________________
 JL0878  LAPLACE CORR-          -7.04  (seconds)                    DEFLEC99
 JL0878  GEOID HEIGHT-         -13.66  (meters)                     GEOID03
 JL0878
 JL0878  HORZ ORDER  -  THIRD
 JL0878
 JL0878.The horizontal coordinates were established by classical geodetic methods
 JL0878.and adjusted by the National Geodetic Survey in January 1993..
 JL0878
 JL0878.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0878
 JL0878.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0878
 JL0878.The geoid height was determined by GEOID03.
 JL0878
 JL0878;                    North         East     Units Scale Factor Converg.
 JL0878;SPC CO C     -   423,948.538   845,228.960   MT  0.99994180   -0 30 10.7
 JL0878;SPC CO C     - 1,390,904.50  2,773,055.35   sFT  0.99994180   -0 30 10.7
 JL0878;UTM  13      - 4,306,916.418   387,493.473   MT  0.99975586   -0 48 53.8
 JL0878
 JL0878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0878!SPC CO C     -   0.99932938  x   0.99994180  =   0.99927122
 JL0878!UTM  13      -   0.99932938  x   0.99975586  =   0.99908540
 JL0878
 JL0878                          SUPERSEDED SURVEY CONTROL
 JL0878
 JL0878  NAD 83(1986)-  38 54 14.16426(N)    106 17 51.00189(W) AD(       ) 3
 JL0878  NGVD 29 (12/18/91) 4288.7    (m)        14071.     (f) VERT ANG       
 JL0878
 JL0878.Superseded values are not recommended for survey control.
 JL0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0878.See file dsdata.txt to determine how the superseded data were derived.
 JL0878
 JL0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD8749306916(NAD 83)
 JL0878_MARKER: DD = SURVEY DISK
 JL0878_SETTING: 80 = SET IN A BOULDER
 JL0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0878+STABILITY: SURFACE MOTION
 JL0878
 JL0878  HISTORY     - Date     Condition        Report By
 JL0878  HISTORY     - 1955     MONUMENTED       USGS
 JL0878
 JL0878                          STATION DESCRIPTION
 JL0878
 JL0878'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 JL0878'LOCATED ABOUT 8 MI. W. AND 5 MI. N. OF BUENA VISTA, ON A HIGH POINT
 JL0878'AT THE JUNCTION OF THE RIDGE BETWEEN THREE ELK AND HARVARD CREEK, AND
 JL0878'THE RIDGE ALONG THE E. SIDE OF THE HORN FORK BASIN.
 JL0878'
 JL0878'TO REACH FROM BUENA VISTA, GO NW. ALONG U.S. HIGHWAY 24 5.8 MI. TO
 JL0878'JUNCTION WITH T-RD. W.  TURN LEFT ALONG DIRT RD., PROCEEDING 0.4 MI.,
 JL0878'PAST FIRST RD. JUNCTION TO ABANDONED FARM HOUSE TO NEXT RD. JUNCTION
 JL0878'WITH TRACK RD. W.  TURN RIGHT UP SMALL STEEP HILL, PROCEEDING ALONG
 JL0878'TRACK RD. 1.5 MI., THROUGH TWO GATES AND TO ABANDONED RANCH HOUSE AND
 JL0878'END OF TRUCK TRAVEL.  CONTINUE W. ALONG FOUR ELK TRAIL, APPROXIMATELY
 JL0878'2 MI. TO MAIN RANGE TRAIL.  GO N. ALONG MAIN RANGE TRAIL APPROXIMATELY
 JL0878'1-1/2 MI. TO JUNCTION WITH HARVARD CREEK TRAIL W. AT RUINS OF CABIN,
 JL0878'JUST BEFORE MAIN RANGE TRAIL CROSSES HARVARD CREEK.  PROCEED W. ALONG
 JL0878'HARVARD CREEK TRAIL TO HEAD OF BASIN, THENCE PACK DUE S. TO SADDLE AND
 JL0878'FROM SADDLE GO SOUTHWESTERLY ALONG RIDGE TO HIGH POINT AND STATION.
 JL0878'ABOUT 1-1/2 HOUR PACK FROM HEAD OF BASIN.
 JL0878'
 JL0878'STATION MARK--STANDARD TABLET STAMPED---COLUMBIA PK. 1955---,
 JL0878'CEMENTED IN BOULDER, 2 FT. LOWER THAN HIGHEST POINT OF PEAK.
 JL0878'
 JL0878'REFERENCE MARK NO. 1--THE SE. POINT OF A RECTANGULAR BOULDER,
 JL0878'APPROXIMATELY 3 X 2 X 4 FT., WITH CHISELED SQUARE AROUND POINT, 13.24
 JL0878'FT. FROM STATION MARK, S 77 DEG 28 MIN W.
 JL0878'
 JL0878'REFERENCE MARK NO. 2--CHISELED SQUARE AROUND HIGHEST POINT OF BOULDER,
 JL0878'THE N. FACE OF WHICH IS ALMOST A PERFECT SQUARE, MEASURING
 JL0878'APPROXIMATELY 3.5 X 3.5 FT.  POINT IS 44.85 FT. FROM STATION MARK,
 JL0878'N 09 DEG 24 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1754 ***********************************************************************
 KK1754  DESIGNATION -  COLUMBIA RESET
 KK1754  PID         -  KK1754
 KK1754  STATE/COUNTY-  CO/JEFFERSON
 KK1754  USGS QUAD   -  ARVADA (1994)
 KK1754
 KK1754                         *CURRENT SURVEY CONTROL
 KK1754  ___________________________________________________________________
 KK1754* NAD 83(1992)-  39 45 44.90543(N)    105 03 28.09796(W)     ADJUSTED  
 KK1754* NAVD 88     -      1670.9    (meters)    5482.     (feet)  VERTCON   
 KK1754  ___________________________________________________________________
 KK1754  LAPLACE CORR-         -11.21  (seconds)                    DEFLEC99
 KK1754  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 KK1754
 KK1754  HORZ ORDER  -  FIRST
 KK1754
 KK1754.The horizontal coordinates were established by classical geodetic methods
 KK1754.and adjusted by the National Geodetic Survey in January 1993..
 KK1754
 KK1754.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1754
 KK1754.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1754
 KK1754.The geoid height was determined by GEOID03.
 KK1754
 KK1754;                    North         East     Units Scale Factor Converg.
 KK1754;SPC CO C     -   519,049.175   952,293.021   MT  1.00000249   +0 16 44.0
 KK1754;SPC CO C     - 1,702,913.83  3,124,314.69   sFT  1.00000249   +0 16 44.0
 KK1754;UTM  13      - 4,401,396.265   495,048.730   MT  0.99960030   -0 02 13.1
 KK1754
 KK1754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1754!SPC CO C     -   0.99974056  x   1.00000249  =   0.99974305
 KK1754!UTM  13      -   0.99974056  x   0.99960030  =   0.99934096
 KK1754
 KK1754|---------------------------------------------------------------------|
 KK1754| PID    Reference Object                     Distance      Geod. Az  |
 KK1754|                                                           dddmmss.s |
 KK1754| CP6868 COLUMBIA RM 2                        16.728 METERS 16049     |
 KK1754| KK1393 ALAMEDA                             APPROX. 5.8 KM 1865150.3 |
 KK1754| KK1823 LAKEWOOD DFC S TANK                 APPROX. 7.4 KM 2274541.2 |
 KK1754| KK1824 LAKEWOOD DFC N TANK                 APPROX. 7.3 KM 2303330.9 |
 KK1754| CP6867 COLUMBIA RM 1                        16.750 METERS 27106     |
 KK1754| KK1771 LAKEWOOD VALLEY DIST TANK           APPROX. 8.0 KM 2964357.5 |
 KK1754|---------------------------------------------------------------------|
 KK1754
 KK1754                          SUPERSEDED SURVEY CONTROL
 KK1754
 KK1754  NAD 83(1986)-  39 45 44.90158(N)    105 03 28.09616(W) AD(       ) 1
 KK1754  NAD 27      -  39 45 44.94950(N)    105 03 26.15430(W) AD(       ) 1
 KK1754  NGVD 29 (07/19/86) 1670.0    (m)         5479.     (f) VERT ANG       
 KK1754
 KK1754.Superseded values are not recommended for survey control.
 KK1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1754.See file dsdata.txt to determine how the superseded data were derived.
 KK1754
 KK1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE9504901396(NAD 83)
 KK1754_MARKER: DS = TRIANGULATION STATION DISK
 KK1754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK1754_STAMPING: COLUMBIA 1977 1983
 KK1754_MARK LOGO: NGS   
 KK1754_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK1754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1754+STABILITY: SURFACE MOTION
 KK1754
 KK1754  HISTORY     - Date     Condition        Report By
 KK1754  HISTORY     - 1983     MONUMENTED       NGS
 KK1754
 KK1754                          STATION DESCRIPTION
 KK1754
 KK1754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1754'AT THE REQUEST OF THE JEFFERSON COUNTY ENGINEERS OFFICE THIS STATION
 KK1754'WAS LOWERED SO THE AREA COULD BE PAVED WITHOUT DISTURBING THE STATION
 KK1754'MARK.  NO OTHER STATION OR INTERSECTION STATION COULD BE SEEN FROM THE
 KK1754'GROUND AND NO AZIMUTH MARK WAS EVER, SET OR COULD BE SET AT THIS TIME.
 KK1754'ONLY THE ANGLE BETWEEN THE REFERENCE MARKS COULD BE CHECKED BOTH
 KK1754'BEFORE AND AFTER THE MARK WAS RESET.  THE ANGLE AND DISTANCES CHECKED
 KK1754'WELL WITHIN LIMITS.  AFTER THE PAVING IS COMPLETED A BOX OF SOME SORT
 KK1754'WILL BE PLACED OVER THE STATION.  THE 1978 DESCRIPTION IS STILL GOOD
 KK1754'WITH THE FOLLOWING ADDITIONS.
 KK1754' 
 KK1754'THE STATION IS LOCATED 3-1/2 MILES NORTHWEST OF THE JUNCTION OF
 KK1754'INTERSTATE HIGHWAY 25 AND U.S. HIGHWAY 6, 1-1/2 MILES SOUTH OF THE
 KK1754'JUNCTION OF INTERSTATE HIGHWAY 70 AND STATE HIGHWAY 95, 0.3 MILE WEST
 KK1754'OF THE JEFFERSON-DENVER COUNTY LINE (STATE HIGHWAY 95) AND ON COLUMBIA
 KK1754'HEIGHTS SCHOOL PROPERTY.
 KK1754' 
 KK1754'TO REACH THE STATION FROM THE JUNCTION OF SHERIDIAN BOULEVARD AND WEST
 KK1754'32ND AVENUE, ABOUT 1-1/2 MILES SOUTH OF INTERSTATE HIGHWAY 70, GO WEST
 KK1754'ON 32ND AVENUE FOR 0.2 MILE TO THE INTERSECTION WITH CHASE STREET.
 KK1754'CONTINUE WEST FOR 0.1 MILE TO THE INTERSECTION WITH DEPEW STREET.
 KK1754'TURN RIGHT AND GO NORTH ON DEPEW STREET FOR ABOUT 120 FEET TO THE
 KK1754'STATION ON THE RIGHT.
 KK1754' 
 KK1754'THE STATION IS A STANDARD NGS DISK STAMPED--COLUMBIA 1977 1983--, SET
 KK1754'INTO THE TOP OF A ROUND CONCRETE MONUMENT 18 INCHES (50 CM) IN
 KK1754'DIAMETER RECESSED 12 INCHES ((30 CM)) BELOW THE GROUND. LOCATED 12.5
 KK1754'METERS (41.0 FT) EAST FROM THE CENTER OF DEPEW STREET.  2.9 METERS
 KK1754'(9.5 FT) NORTH FROM A CHAINLINK FENCE.  7.6 METERS (24.9 FT) EAST FROM
 KK1754'THE EASTERN CURB OF DEPEW STREET.  4.6 METERS (15.1 FT) NORTHEAST FROM
 KK1754'THE WESTERN END OF AN EAST-WEST CHAINLINK FENCE.  THE UNDERGROUND MARK
 KK1754'IS A STANDARD NGS DISK STAMPED--COLUMBIA 1977 IRREGULAR MASS OF
 KK1754'CONCRETE 2 FEET (0.6 M) BELOW THE SURFACE.
 KK1754' 
 KK1754'REFERENCE MARK NO 1 IS A STANDARD NGS DISK STAMPED--COLUMBIA NO 1
 KK1754'1977--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 4
 KK1754'INCHES (10 CM) BELOW THE GROUND.  LOCATED 20.4 METERS (66.9 FT) EAST
 KK1754'FROM THE WESTERN END OF AN EAST WEST CHAINLINK FENCE.
 KK1754' 
 KK1754'REFERENCE MARK NO 2 IS A STANDARD NGS DISK STAMPED--COLUMBIA NO 2
 KK1754'1977--, LOCATED 19.2 METERS (63.0 FT) NORTH FROM THE WESTERN END OF AN
 KK1754'EAST WEST CHAINLINK FENCE AND 1 FOOT (0.3 M) HIGHER THAN THE THE
 KK1754'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0644 ***********************************************************************
 LM0644  DESIGNATION -  COLUMBUS
 LM0644  PID         -  LM0644
 LM0644  STATE/COUNTY-  CO/ROUTT
 LM0644  USGS QUAD   -  TUMBLE MOUNTAIN (1962)
 LM0644
 LM0644                         *CURRENT SURVEY CONTROL
 LM0644  ___________________________________________________________________
 LM0644* NAD 83(1992)-  40 52 44.12029(N)    107 11 25.66734(W)     ADJUSTED  
 LM0644* NAVD 88     -      3111.2    (meters)   10207.     (feet)  VERTCON   
 LM0644  ___________________________________________________________________
 LM0644  LAPLACE CORR-           8.53  (seconds)                    DEFLEC99
 LM0644  GEOID HEIGHT-         -12.57  (meters)                     GEOID03
 LM0644
 LM0644  HORZ ORDER  -  SECOND
 LM0644
 LM0644.The horizontal coordinates were established by classical geodetic methods
 LM0644.and adjusted by the National Geodetic Survey in January 1997..
 LM0644
 LM0644.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0644
 LM0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0644
 LM0644.The geoid height was determined by GEOID03.
 LM0644
 LM0644;                    North         East     Units Scale Factor Converg.
 LM0644;SPC CO N     -   477,774.139   771,920.669   MT  1.00001691   -1 05 32.2
 LM0644;SPC CO N     - 1,567,497.32  2,532,543.06   sFT  1.00001691   -1 05 32.2
 LM0644;UTM  13      - 4,527,625.998   315,435.457   MT  1.00001928   -1 26 02.3
 LM0644
 LM0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0644!SPC CO N     -   0.99951418  x   1.00001691  =   0.99953108
 LM0644!UTM  13      -   0.99951418  x   1.00001928  =   0.99953345
 LM0644
 LM0644:                Primary Azimuth Mark                     Grid Az
 LM0644:SPC CO N     -  COLUMBUS AZ MK                           148 57 13.2
 LM0644:UTM  13      -  COLUMBUS AZ MK                           149 17 43.3
 LM0644
 LM0644|---------------------------------------------------------------------|
 LM0644| PID    Reference Object                     Distance      Geod. Az  |
 LM0644|                                                           dddmmss.s |
 LM0644| CP4724 COLUMBUS AZ MK                                     1475141.0 |
 LM0644| CP4725 COLUMBUS RM 1                         5.269 METERS 24920     |
 LM0644| CP4726 COLUMBUS RM 2                         4.718 METERS 30453     |
 LM0644|---------------------------------------------------------------------|
 LM0644
 LM0644                          SUPERSEDED SURVEY CONTROL
 LM0644
 LM0644  NAD 83(1992)-  40 52 44.11887(N)    107 11 25.66521(W) AD(       ) 2
 LM0644  NAD 83(1986)-  40 52 44.11701(N)    107 11 25.66140(W) AD(       ) 2
 LM0644  NAD 27      -  40 52 44.23400(N)    107 11 23.45800(W) AD(       ) 2
 LM0644  NGVD 29 (07/19/86) 3109.8    (m)        10203.     (f) VERT ANG       
 LM0644
 LM0644.Superseded values are not recommended for survey control.
 LM0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0644.See file dsdata.txt to determine how the superseded data were derived.
 LM0644
 LM0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF1543527626(NAD 83)
 LM0644_MARKER: DS = TRIANGULATION STATION DISK
 LM0644_SETTING: 66 = SET IN ROCK OUTCROP
 LM0644
 LM0644  HISTORY     - Date     Condition        Report By
 LM0644  HISTORY     - 1949     MONUMENTED       CGS
 LM0644  HISTORY     - 1959     GOOD             USGS
 LM0644
 LM0644                          STATION DESCRIPTION
 LM0644
 LM0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LM0644'THE STATION IS LOCATED 150 YARDS EAST OF THE HIGHEST POINT OF A
 LM0644'PROMINENT, ROCKY, BARE-TOPPED MOUNTAIN, WHICH IS KNOWN AS
 LM0644'COLUMBUS MOUNTAIN.  ABOUT 26 MILES AIR LINE SOUTHEAST OF BAGGS,
 LM0644'WYOMING AND ABOUT 27 MILES AIR LINE NORTH OF HAYDEN, COLORADO.
 LM0644'THE STATION MARK IS 15 FEET WEST OF WHERE RIDGE DROPS SHARPLY
 LM0644'TO THE EAST, FLUSH WITH THE GROUND AND STAMPED, COLUMBUS 1949.
 LM0644'
 LM0644'REFERENCE MARK NO. 1 IS APPROXIMATELY 3 FEET LOWER THAN THE
 LM0644'STATION MARK, PROJECTS 12 INCHES AND STAMPED, COLUMBUS
 LM0644'NO 1 1949.
 LM0644'
 LM0644'REFERENCE MARK NO. 2 IS APPROXIMATELY 18 INCHES HIGHER THAN
 LM0644'THE STATION MARK, FLUSH WITH THE GROUND AND STAMPED, COLUMBUS
 LM0644'NO 2 1949.
 LM0644'
 LM0644'THE AZIMUTH MARK IS ON THE TOP OF A SMALL RIDGE, 5 FEET WEST
 LM0644'OF A WHITE WITNESS POST, PROJECTS 6 INCHES AND STAMPED, COLUMBUS
 LM0644'1949.
 LM0644'
 LM0644'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40
 LM0644'AND ROUTT COUNTY ROUTES 70 AND 80 IN HAYDEN, GO NORTH ON COUNTY
 LM0644'ROUTES FOR 0.8 MILE TO FORK.  TAKE RIGHT FORK, ROUTE 70 AND 80
 LM0644'FOR 2.1 MILES TO FORK.  TAKE LEFT FORK, ROUTE 80, FOR 5.4 MILES
 LM0644'TO FORK.  TAKE RIGHT FORK, ROUTE 80, FOR 16.8 MILES TO THE
 LM0644'CALIFORNIA PARK GUARD STATION ON THE RIGHT.  CONTINUE STRAIGHT
 LM0644'AHEAD FOR 5.8 MILES TO A TRACK ROAD RIGHT, NORTH, AND SIGN
 LM0644'ROUTT COUNTY 80.  TURN RIGHT AND FOLLOW TRACK ROAD FOR 1.15
 LM0644'MILES TO A DIM TRACK ROAD OR TRAIL ON THE LEFT, WEST.  TURN
 LM0644'LEFT AND FOLLOW DIM TRACKS FOR 1.6 MILES TO AN OLD TRACK
 LM0644'ROAD COMING IN FROM THE SOUTH (FROM HERE A 4-WHEEL DRIVE
 LM0644'VEHICLE IS REQUIRED).  TURN RIGHT, NORTH, AND FOLLOW OLD
 LM0644'TRACK ROAD FOR 0.2 MILE TO WHERE ROAD GOES DOWN INTO DRAW.
 LM0644'HERE TURN LEFT UP RIDGE FOR 0.2 MILE TO THE AZIMUTH MARK.
 LM0644'CONTINUE NORTHWEST UP RIDGE FOR 0.7 MILE TO THE END OF TRUCK
 LM0644'TRAVEL AT THE BOTTOM OF A VERY STEEP SLOPE.  HERE PACK WEST
 LM0644'UP STEEP SLOPE TO THE EAST END OF RIDGE AND STATION.  A
 LM0644'1-HOUR PACK.
 LM0644
 LM0644                          STATION RECOVERY (1959)
 LM0644
 LM0644'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LM0644'STATION MARK--STANDARD USC AND GS DISK SET IN BEDROCK AND STAMPED
 LM0644'---COLUMBUS 1949---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1385 ***********************************************************************
 LL1385  DESIGNATION -  COMANCHE
 LL1385  PID         -  LL1385
 LL1385  STATE/COUNTY-  CO/LARIMER
 LL1385  USGS QUAD   -  COMANCHE PEAK (1962)
 LL1385
 LL1385                         *CURRENT SURVEY CONTROL
 LL1385  ___________________________________________________________________
 LL1385* NAD 83(1992)-  40 32 53.57522(N)    105 40 35.97844(W)     ADJUSTED  
 LL1385* NAVD 88     -      3873.2    (meters)   12707.     (feet)  VERTCON   
 LL1385  ___________________________________________________________________
 LL1385  LAPLACE CORR-          -9.14  (seconds)                    DEFLEC99
 LL1385  GEOID HEIGHT-         -11.47  (meters)                     GEOID03
 LL1385
 LL1385  HORZ ORDER  -  THIRD
 LL1385
 LL1385.The horizontal coordinates were established by classical geodetic methods
 LL1385.and adjusted by the National Geodetic Survey in January 1993..
 LL1385
 LL1385.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1385
 LL1385.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1385
 LL1385.The geoid height was determined by GEOID03.
 LL1385
 LL1385;                    North         East     Units Scale Factor Converg.
 LL1385;SPC CO N     -   439,706.766   899,437.879   MT  0.99997029   -0 06 50.9
 LL1385;SPC CO N     - 1,442,604.61  2,950,905.77   sFT  0.99997029   -0 06 50.9
 LL1385;UTM  13      - 4,488,826.597   442,704.791   MT  0.99964041   -0 26 23.6
 LL1385
 LL1385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1385!SPC CO N     -   0.99939458  x   0.99997029  =   0.99936488
 LL1385!UTM  13      -   0.99939458  x   0.99964041  =   0.99903520
 LL1385
 LL1385:                Primary Azimuth Mark                     Grid Az
 LL1385:SPC CO N     -  HAGUE                                    160 11 22.8
 LL1385:UTM  13      -  HAGUE                                    160 30 55.5
 LL1385
 LL1385|---------------------------------------------------------------------|
 LL1385| PID    Reference Object                     Distance      Geod. Az  |
 LL1385|                                                           dddmmss.s |
 LL1385| LL1351 HAGUE                               APPROX. 7.5 KM 1600431.9 |
 LL1385|---------------------------------------------------------------------|
 LL1385
 LL1385                          SUPERSEDED SURVEY CONTROL
 LL1385
 LL1385  NAD 83(1986)-  40 32 53.56534(N)    105 40 35.97170(W) AD(       ) 3
 LL1385  NAD 27      -  40 32 53.61927(N)    105 40 33.95373(W) AD(       ) 3
 LL1385  NGVD 29 (07/19/86) 3871.6    (m)        12702.     (f) VERT ANG       
 LL1385
 LL1385.Superseded values are not recommended for survey control.
 LL1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1385.See file dsdata.txt to determine how the superseded data were derived.
 LL1385
 LL1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE4270588827(NAD 83)
 LL1385
 LL1385  HISTORY     - Date     Condition        Report By
 LL1385  HISTORY     - 1955     MONUMENTED       USGS
 LL1385  HISTORY     - 1959     GOOD             USGS
 LL1385
 LL1385                          STATION DESCRIPTION
 LL1385
 LL1385'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LL1385'STATION IS LOCATED 15 MI. NW. OF ESTES PARK, COLORADO, LARIMER COUNTY,
 LL1385'ON E. POINT OF SE. TOP OF COMANCHE PEAK, NW. CORNER SEC. 27, T 7 N,
 LL1385'R 74 W.
 LL1385'
 LL1385'TO REACH FROM BUCKHORN RANGER STATION, PROCEED W. ALONG GRADED DIRT
 LL1385'RD. OVER PENNOCK PASS 6.3 MI. TO RD. FORK AT PENNOCK CREEK AND FOREST
 LL1385'SERVICE SIGN --PINGREE PARK 4 MILES--, TURN LEFT AND CONTINUE 3.8 MI.
 LL1385'TO RD. FORK AND SIGNS --TOM BENNETT CAMPGROUND 1/4 MILE-- AND --SKY
 LL1385'RANCH 2 MILES--, TURN RIGHT AND CONTINUE 0.2 MI. PAST TOM BENNETT
 LL1385'CAMPGROUND TO RD. FORK AND SIGN --SKY RANCH--, TURN LEFT AND PROCEED
 LL1385'ON OLD TIMBER RD., KEEPING RIGHT, FOR 2.3 MI. TO BASE OF TRAIL AND
 LL1385'FOREST SERVICE SIGN --MIRROR LAKE 7 MILES AND MUMMY PASS 4 MILES--,
 LL1385'PROCEED ON WELL MARKED TRAIL TO MUMMY PASS, LEAVE TRAIL AND PROCEED
 LL1385'NORTHERLY APPROXIMATELY 3.5 MI. TO E. POINT OF SE. TOP OF COMANCHE
 LL1385'PEAK AND STATION.  ABOUT 4 HOUR HORSE PACK OR A 7 TO 8 HOUR BACK PACK.
 LL1385'HORSES CAN BE RIDDEN TO STATION.
 LL1385'
 LL1385'STATION MARK--STANDARD TABLET CEMENTED IN ROCK AND STAMPED
 LL1385'---COMANCHE 1955---.
 LL1385'
 LL1385'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1536 ***********************************************************************
 KK1536  DESIGNATION -  COMMERCE
 KK1536  PID         -  KK1536
 KK1536  STATE/COUNTY-  CO/ADAMS
 KK1536  USGS QUAD   -  COMMERCE CITY (1994)
 KK1536
 KK1536                         *CURRENT SURVEY CONTROL
 KK1536  ___________________________________________________________________
 KK1536* NAD 83(1992)-  39 48 20.95086(N)    104 54 10.74559(W)     ADJUSTED  
 KK1536* NAVD 88     -      1586.553  (meters)    5205.22   (feet)  ADJUSTED  
 KK1536  ___________________________________________________________________
 KK1536  LAPLACE CORR-          -6.09  (seconds)                    DEFLEC99
 KK1536  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 KK1536  DYNAMIC HT  -        1585.065 (meters)    5200.33  (feet)  COMP
 KK1536  MODELED GRAV-     979,633.3   (mgal)                       NAVD 88
 KK1536
 KK1536  HORZ ORDER  -  FIRST
 KK1536  VERT ORDER  -  FIRST     CLASS II
 KK1536
 KK1536.The horizontal coordinates were established by classical geodetic methods
 KK1536.and adjusted by the National Geodetic Survey in January 1993..
 KK1536
 KK1536.The orthometric height was determined by differential leveling
 KK1536.and adjusted by the National Geodetic Survey in June 1991..
 KK1536
 KK1536.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1536
 KK1536.The geoid height was determined by GEOID03.
 KK1536
 KK1536.The dynamic height is computed by dividing the NAVD 88
 KK1536.geopotential number by the normal gravity value computed on the
 KK1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1536.degrees latitude (g = 980.6199 gals.).
 KK1536
 KK1536.The modeled gravity was interpolated from observed gravity values.
 KK1536
 KK1536;                    North         East     Units Scale Factor Converg.
 KK1536;SPC CO N     -   357,432.720   965,526.306   MT  0.99998681   +0 23 08.7
 KK1536;SPC CO N     - 1,172,677.18  3,167,730.89   sFT  0.99998681   +0 23 08.7
 KK1536;UTM  13      - 4,406,209.966   508,304.591   MT  0.99960085   +0 03 43.6
 KK1536
 KK1536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1536!SPC CO N     -   0.99975390  x   0.99998681  =   0.99974071
 KK1536!UTM  13      -   0.99975390  x   0.99960085  =   0.99935485
 KK1536
 KK1536:                Primary Azimuth Mark                     Grid Az
 KK1536:SPC CO N     -  COMMERCE AZ MK                           000 38 14.7
 KK1536:UTM  13      -  COMMERCE AZ MK                           000 57 39.8
 KK1536
 KK1536|---------------------------------------------------------------------|
 KK1536| PID    Reference Object                     Distance      Geod. Az  |
 KK1536|                                                           dddmmss.s |
 KK1536| KK1742 COMMERCE AZ MK                      APPROX. 0.8 KM 0010123.4 |
 KK1536| CP6869 COMMERCE RM 1                        23.501 METERS 02334     |
 KK1536| KK1730 DENVER ROCKY MTN ARSENAL NW TK      APPROX. 7.0 KM 0510915.4 |
 KK1536| KK1734 DENVER ROCKY MTN ARSENAL STACK      APPROX. 5.8 KM 0670809.3 |
 KK1536| KK1733 DENVER ROCKY MTN ARSENAL SW TK      APPROX. 5.7 KM 0692859.4 |
 KK1536| KK1686 FITZSIMONS ARMY HOSP W TANK         APPROX. 8.7 KM 1364556.8 |
 KK1536| CP6870 COMMERCE RM 2                        24.395 METERS 14003     |
 KK1536|---------------------------------------------------------------------|
 KK1536
 KK1536                          SUPERSEDED SURVEY CONTROL
 KK1536
 KK1536  NAD 83(1986)-  39 48 20.94469(N)    104 54 10.74430(W) AD(       ) 1
 KK1536  NAD 27      -  39 48 20.98974(N)    104 54 08.83020(W) AD(       ) 1
 KK1536  NGVD 29 (??/??/??) 1585.667  (m)         5202.31   (f) ADJUSTED    1 2
 KK1536
 KK1536.Superseded values are not recommended for survey control.
 KK1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1536.See file dsdata.txt to determine how the superseded data were derived.
 KK1536
 KK1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE0830506210(NAD 83)
 KK1536_MARKER: DS = TRIANGULATION STATION DISK
 KK1536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1536_SP_SET: CONCRETE POST
 KK1536_STAMPING: COMMERCE 1968
 KK1536_MARK LOGO: CGS   
 KK1536_PROJECTION: PROJECTING 5 CENTIMETERS
 KK1536_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1536+STABILITY: SURFACE MOTION
 KK1536
 KK1536  HISTORY     - Date     Condition        Report By
 KK1536  HISTORY     - 1968     MONUMENTED       CGS
 KK1536  HISTORY     - 1970     SEE DESCRIPTION  NGS
 KK1536  HISTORY     - 1973     SEE DESCRIPTION  NGS
 KK1536  HISTORY     - 1976     SEE DESCRIPTION  NGS
 KK1536  HISTORY     - 1979     GOOD             NGS
 KK1536  HISTORY     - 1983     GOOD             NGS
 KK1536  HISTORY     - 19930122 GOOD             WOOLPT
 KK1536
 KK1536                          STATION DESCRIPTION
 KK1536
 KK1536'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (GRK)
 KK1536'THE STATION IS LOCATED ON AN EAST-WEST RIDGE NEAR THE EAST BOUNDARY
 KK1536'OF COMMERCE CITY AND ON THE WEST EDGE OF THE U.S. GOVERNMENT, ROCKY
 KK1536'MOUNTAIN ARSENAL.
 KK1536'
 KK1536'TO REACH THE STATION FROM THE WEST GUARD GATE ENTRANCE INTO THE
 KK1536'ROCKY MOUNTAIN ARSENAL AT COMMERCE CITY, GO SOUTH ON A PAVED ROAD
 KK1536'INSIDE THE BOUNDARY FENCE FOR 1.05 MILES TO THE NORTH SIDE OF A
 KK1536'LANE LEADING TO A TRAILER EXCHANGE LOT.  TURN LEFT AND GO
 KK1536'EAST.  THEN DRIVE AROUND THE LOT AND GO WEST A TOTAL DISTANCE OF
 KK1536'1.0 MILE TO THE WEST BOUNDARY FENCE.  TURN LEFT AND GO SOUTH ON
 KK1536'THE PAVED ROAD FOR 0.5 MILE TO THE STATION ON THE LEFT.
 KK1536'
 KK1536'THE STATION MARK IS A STANDARD DISK STAMPED COMMERCE 1968, SET IN
 KK1536'THE TOP OF A 12-INCH ROUND CONCRETE POST THAT PROJECTS 3
 KK1536'INCHES.  IT IS 152 FEET EAST-NORTHEAST OF A POWER POLE IN THE WEST
 KK1536'BOUNDARY FENCELINE, 71 FEET NORTH-NORTHEAST OF THE NORTH CORNER OF
 KK1536'A SIGN THAT READS--U.S. ARMY MILITARY RESERVATION, AND 4.4 FEET
 KK1536'SOUTH-SOUTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 KK1536'IS SET IN AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE
 KK1536'SURFACE OF THE GROUND.
 KK1536'
 KK1536'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED COMMERCE NO 1
 KK1536'1968, SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT
 KK1536'PROJECTS 2 INCHES.  IT IS 74 FEET NORTHEAST OF THE METAL WITNESS
 KK1536'POST AND ON THE NORTH SLOPE OF THE RIDGE.
 KK1536'
 KK1536'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED COMMERCE NO 2
 KK1536'1968, SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT
 KK1536'PROJECTS 5 INCHES.  IT IS 84 FEET SOUTHEAST OF THE METAL WITNESS
 KK1536'POST AND ON THE SOUTH SLOPE OF THE RIDGE.
 KK1536'
 KK1536'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COMMERCE 1968, SET
 KK1536'IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT PROJECTS 4
 KK1536'INCHES.  IT IS 109.5 FEET EAST-SOUTHEAST OF THE SOUTH END GATE
 KK1536'POST, 46 FEET SOUTH OF THE CENTER OF A PAVED ROAD, 30 FEET SOUTH
 KK1536'OF AN EAST-WEST FENCE, 6 FEET WEST OF A 6-INCH TREE AND 4.5 FEET
 KK1536'WEST OF A METAL WITNESS POST.
 KK1536'
 KK1536'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE PAVED
 KK1536'ROAD FOR 0.5 MILE TO AN EAST-WEST FENCE.  THENCE TURN RIGHT AND
 KK1536'GO EAST FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 KK1536'
 KK1536'HEIGHT OF LIGHT ABOVE STATION MARK 26.0 METERS.
 KK1536
 KK1536                          STATION RECOVERY (1970)
 KK1536
 KK1536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KK1536'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK
 KK1536'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION AS PREVIOUSLY
 KK1536'DESCRIBED AND THE MEASUREMENTS WERE CONFIRMED.  DUE TO SOME ROAD
 KK1536'CHANGES IN THE AREA A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 KK1536'
 KK1536'THE STATION IS LOCATED ON AN EAST-WEST RIDGE NEAR THE EAST
 KK1536'BOUNDARY OF COMMERCE CITY AND ON THE SOUTHWEST EDGE OF THE
 KK1536'U.S. GOVERNMENT, ROCKY MOUNTAIN ARSENAL, IN THE NORTHWEST 1/4
 KK1536'SECTION 9, T 3 S, R 67 W.
 KK1536'
 KK1536'TO REACH THE STATION FROM THE WEST GUARD GATE INTO ROCKY MOUNTAIN
 KK1536'ARSENAL AT COMMERCE CITY, GO SOUTHERLY ON AN OLD SURFACED ROAD
 KK1536'INSIDE THE BOUNDARY FENCE FOR 1.05 MILE TO A SURFACED ROAD RUNNING
 KK1536'EAST-WEST AND A LOCKED GATE IN THE BOUNDARY FENCE AND THE AZIMUTH
 KK1536'MARK ON THE LEFT ALONG THE SOUTH SIDE OF SURFACED ROAD - CONTINUE
 KK1536'SOUTHERLY ON SANDY ROAD INSIDE OF THE BOUNDARY FENCE FOR 0.5
 KK1536'MILE TO THE STATION ON THE LEFT ON THE HIGHEST PART OF A SANDY
 KK1536'RIDGE.
 KK1536'
 KK1536'THE STATION MARKS ARE STANDARD DISKS STAMPED COMMERCE 1968.  THE
 KK1536'SURFACE MARK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KK1536'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 KK1536'150 FEET EAST NORTHEAST OF A POWER LINE POLE, 134 FEET EAST OF
 KK1536'THE WEST BOUNDARY FENCE, 69 FEET NORTH-NORTHEAST OF THE NORTH
 KK1536'CORNER OF A SIGN THAT READS U.S. ARMY MILITARY RESERVATION, 4.4
 KK1536'FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST.  THE UNDERGROUND
 KK1536'MARK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 40
 KK1536'INCHES BELOW THE GROUND SURFACE, BUT WAS NOT CHECKED AT THIS
 KK1536'TIME.
 KK1536'
 KK1536'REFERENCE MARK 1, A STANDARD DISK STAMPED COMMERCE NO 1 1968, IS
 KK1536'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KK1536'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 165 FEET EAST OF
 KK1536'THE WEST BOUNDARY FENCE, 74 FEET NORTH-NORTHEAST OF A METAL
 KK1536'WITNESS POST AND ON THE NORTH SLOPE OF THE RIDGE, ABOUT 4 FEET
 KK1536'LOWER THAN THE STATION MARK.
 KK1536'
 KK1536'REFERENCE MARK 2, A STANDARD DISK STAMPED COMMERCE NO 2 1968, IS
 KK1536'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KK1536'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 185 FEET EAST
 KK1536'OF THE WEST BOUNDARY FENCE, 84 FEET SOUTHEAST OF A METAL WITNESS
 KK1536'POST ON THE SOUTH SLOPE OF THE RIDGE, ABOUT 4 FEET LOWER THAN THE
 KK1536'STATION MARK.
 KK1536'
 KK1536'THE AZIMUTH MARK, A STANDARD DISK STAMPED COMMERCE 1968, IS SET
 KK1536'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 KK1536'3-INCHES ABOVE THE GROUND SURFACE.  IT IS 110 FEET EAST-SOUTHEAST
 KK1536'OF A METAL GATE 45.5 FEET SOUTH OF THE CENTER OF A SURFACED ROAD,
 KK1536'4.4 FEET WEST OF A METAL WITNESS POST.
 KK1536'
 KK1536'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO CREST OF RIDGE ON
 KK1536'LINE.
 KK1536'
 KK1536'HEIGHT OF LIGHT ABOVE STATION MARK 87 FEET.
 KK1536'
 KK1536'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KK1536'EASTERN EDGE OF COMMERCE CITY.
 KK1536
 KK1536                          STATION RECOVERY (1973)
 KK1536
 KK1536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (DLW)
 KK1536'RECOVERED AS DESCRIBED.
 KK1536'
 KK1536'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KK1536'EASTERN EDGE OF COMMERCE CITY.
 KK1536
 KK1536                          STATION RECOVERY (1976)
 KK1536
 KK1536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DAH)
 KK1536'RECOVERED AS DESCRIBED IN GOOD CONDITION.  THE STEEL TOWER IS
 KK1536'STILL IN PLACE OVER THE STATION.
 KK1536'
 KK1536'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KK1536'EAST BOUNDARY OF COMMERCE CITY.
 KK1536
 KK1536                          STATION RECOVERY (1979)
 KK1536
 KK1536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 KK1536'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  A 77
 KK1536'FT. STEEL SURVEY TOWER IS STILL ERECTED OVER STATION MARK.  LOCATION
 KK1536'OF STATION IS STILL ADEQUATE.  DISTANCE AND DIRECTION TO REFERENCE
 KK1536'MARKS CHECKED PREVIOUS DATA FAVORABLY.
 KK1536'
 KK1536'STATION MARK IS A STANDARD STATION MARK DISK, STAMPED COMMERCE 1968,
 KK1536'SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 2
 KK1536'INCHES.  MARK IS 170 FEET EAST-NORTHEAST OF EAST 60TH AVENUE-QUEBEC
 KK1536'STREET JUNCTION, 135 FEET EAST OF THE WEST ARSENAL BOUNDRY FENCE, 93
 KK1536'FEET EAST OF AN ARSENAL GRADED ROAD AND 4.4 FEET SOUTH-SOUTHEAST OF
 KK1536'A METAL WITNESS POST.
 KK1536'
 KK1536'REFERENCE MARK 1, STAMPED COMMERCE NO 1 1968, A STANDARD DISK SET IN
 KK1536'THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 2 INCHES.  MARK IS
 KK1536'ABOUT 4 FEET LOWER THAN STATION MARK.
 KK1536'
 KK1536'REFERENCE MARK 2, STAMPED COMMERCE NO 2 1968, A STANDARD DISK SET IN
 KK1536'THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 4 INCHES.  MARK IS
 KK1536'ABOUT 3 FEET LOWER THAN STATION MARK.
 KK1536'
 KK1536'AZIMUTH MARK, STAMPED COMMERCE 1968, A STANDARD DISK SET IN THE TOP
 KK1536'OF A ROUND CONCRETE MONUMENT PROJECTING 3 INCHES.  MARK IS 45 FEET
 KK1536'SOUTH OF CENTER OF AN OLD EAST-WEST SURFACED ROAD, APPROXIMATELY 200
 KK1536'FEET EAST-SOUTHEAST OF 64TH AVENUE-QUEBEC STREET JUNCTION AND 4.5 FEET
 KK1536'WEST-NORTHWEST OF A METAL WITNESS POST.
 KK1536
 KK1536                          STATION RECOVERY (1983)
 KK1536
 KK1536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK1536'IN COMMERCE CITY.
 KK1536'IN COMMERCE CITY, AT THE INTERSECTION OF EAST 60TH AVENUE AND QUEBEC
 KK1536'STREET, 15.2 METERS (49.9 FT) NORTH OF THE EXTENDED CENTER OF THE
 KK1536'AVENUE, ON PROPERTY OF THE ROCKY MOUNTAIN ARSENAL, 48.3 METERS
 KK1536'(158.5 FT) EAST OF THE CENTERLINE OF QUEBEC STREET, 28.3 METERS
 KK1536'(92.8 FT) EAST OF THE CENTER OF A TRACK ROAD, 24.3 METERS (79.7 FT)
 KK1536'NORTHWEST OF REFERENCE MARK 2, AND 23.5 METERS (77.1 FT)
 KK1536'SOUTH-SOUTHWEST OF REFERENCE MARK 1.
 KK1536'THE MARK IS 1.3 METERS  S FROM  A STEEL POST
 KK1536'THE MARK IS 1.5 M ABOVE THE STREET.
 KK1536
 KK1536                          STATION RECOVERY (1993)
 KK1536
 KK1536'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1993 (MJS)
 KK1536'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0295 ***********************************************************************
 HJ0295  DESIGNATION -  COMMERCE
 HJ0295  PID         -  HJ0295
 HJ0295  STATE/COUNTY-  CO/BACA
 HJ0295  USGS QUAD   -  TWO BUTTES SE (1971)
 HJ0295
 HJ0295                         *CURRENT SURVEY CONTROL
 HJ0295  ___________________________________________________________________
 HJ0295* NAD 83(1992)-  37 31 06.06374(N)    102 15 19.72146(W)     ADJUSTED  
 HJ0295* NAVD 88     -      1193.     (meters)    3914.     (feet)  SCALED    
 HJ0295  ___________________________________________________________________
 HJ0295  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 HJ0295  GEOID HEIGHT-         -23.66  (meters)                     GEOID03
 HJ0295
 HJ0295  HORZ ORDER  -  FIRST
 HJ0295
 HJ0295.The horizontal coordinates were established by classical geodetic methods
 HJ0295.and adjusted by the National Geodetic Survey in November 1994..
 HJ0295
 HJ0295.The orthometric height was scaled from a topographic map.
 HJ0295
 HJ0295.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0295
 HJ0295.The geoid height was determined by GEOID03.
 HJ0295
 HJ0295;                    North         East     Units Scale Factor Converg.
 HJ0295;SPC CO S     -   404,304.234 1,201,160.888   MT  0.99996050   +1 59 24.4
 HJ0295;SPC CO S     - 1,326,454.81  3,940,808.68   sFT  0.99996050   +1 59 24.4
 HJ0295;UTM  13      - 4,155,916.731   742,553.278   MT  1.00032473   +1 40 20.2
 HJ0295
 HJ0295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0295!SPC CO S     -   0.99981646  x   0.99996050  =   0.99977697
 HJ0295!UTM  13      -   0.99981646  x   1.00032473  =   1.00014113
 HJ0295
 HJ0295:                Primary Azimuth Mark                     Grid Az
 HJ0295:SPC CO S     -  COMMERCE AZ MK                           001 36 55.4
 HJ0295:UTM  13      -  COMMERCE AZ MK                           001 55 59.6
 HJ0295
 HJ0295|---------------------------------------------------------------------|
 HJ0295| PID    Reference Object                     Distance      Geod. Az  |
 HJ0295|                                                           dddmmss.s |
 HJ0295| CM7859 COMMERCE AZ MK                                     0033619.8 |
 HJ0295| HJ0309 BARTLETT RR SIDING H B S ELEV       APPROX.13.5 KM 1332116.6 |
 HJ0295| HJ0314 WALSH HIGH PLAINS GRAIN ELEV        APPROX.14.6 KM 1892002.3 |
 HJ0295| CM7861 COMMERCE RM 2                        20.122 METERS 27458     |
 HJ0295| CM7860 COMMERCE RM 1                        24.250 METERS 35844     |
 HJ0295|---------------------------------------------------------------------|
 HJ0295
 HJ0295                          SUPERSEDED SURVEY CONTROL
 HJ0295
 HJ0295  NAD 83(1992)-  37 31 06.06435(N)    102 15 19.71758(W) AD(       ) 1
 HJ0295  NAD 83(1986)-  37 31 06.06524(N)    102 15 19.71111(W) AD(       ) 1
 HJ0295  NAD 27      -  37 31 06.01598(N)    102 15 18.04848(W) AD(       ) 1
 HJ0295
 HJ0295.Superseded values are not recommended for survey control.
 HJ0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0295.See file dsdata.txt to determine how the superseded data were derived.
 HJ0295
 HJ0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB4255355917(NAD 83)
 HJ0295_MARKER: DS = TRIANGULATION STATION DISK
 HJ0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0295
 HJ0295  HISTORY     - Date     Condition        Report By
 HJ0295  HISTORY     - 1953     MONUMENTED       CGS
 HJ0295
 HJ0295                          STATION DESCRIPTION
 HJ0295
 HJ0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HJ0295'THE STATION IS LOCATED AT THE NORTHEAST EDGE OF A FARM YARD
 HJ0295'ON THE WEST SIDE OF A GRAVELED ROAD, ABOUT 8 MILES AIRLINE
 HJ0295'NORTH OF WALSH, ABOUT 8 MILES AIRLINE NORTHWEST OF BARTLETT,
 HJ0295'AND ABOUT 8 MILES AIRLINE EAST-SOUTHEAST OF TWO BUTTES.
 HJ0295'
 HJ0295'TO REACH THE STATION FROM THE POST OFFICE IN TWO BUTTES GO SOUTH
 HJ0295'0.3 MILE TO A T-ROAD.  TURN LEFT AND GO EAST 7.4 MILES TO A
 HJ0295'CROSS ROAD.  TURN RIGHT AND GO SOUTH 2.35 MILES TO THE AZIMUTH
 HJ0295'MARK ON THE LEFT.  KEEP STRAIGHT AHEAD AND GO 0.25 MILE TO
 HJ0295'SOME FARM BUILDINGS AND THE STATION ON THE RIGHT.
 HJ0295'
 HJ0295'THE STATION MARK IS A STANDARD DISK STAMPED COMMERCE 1953 SET IN
 HJ0295'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 5
 HJ0295'INCHES ABOVE THE GROUND.  IT IS 10 FEET SOUTH OF A FENCE
 HJ0295'CORNER, 2 FEET NORTHEAST OF A WITNESS POST, AND 47 FEET WEST OF
 HJ0295'THE CENTERLINE OF THE ROAD.
 HJ0295'
 HJ0295'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED COMMERCE
 HJ0295'NO 1 1953 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 HJ0295'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 2 FEET EAST
 HJ0295'OF A FENCE LINE, 48 FEET WEST OF THE CENTERLINE OF THE ROAD,
 HJ0295'AND THE SAME ELEVATION AS THE STATION.
 HJ0295'
 HJ0295'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED COMMERCE
 HJ0295'NO 2 1953 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 HJ0295'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 1 FOOT SOUTH
 HJ0295'OF A FENCE LINE AND THE SAME ELEVATION AS THE STATION.
 HJ0295'
 HJ0295'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COMMERCE 1953 SET
 HJ0295'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 HJ0295'4 INCHES ABOVE THE GROUND.  IT IS 3 FEET WEST OF A FENCE LINE,
 HJ0295'10 FEET SOUTH-SOUTHWEST OF A TRIANGULAR BLAZED FENCE POST,
 HJ0295'AND 47 FEET EAST OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5259 ***********************************************************************
 AE5259  DESIGNATION -  COMMITMENT
 AE5259  PID         -  AE5259
 AE5259  STATE/COUNTY-  CO/ARAPAHOE
 AE5259  USGS QUAD   -  HIGHLANDS RANCH (1965)
 AE5259
 AE5259                         *CURRENT SURVEY CONTROL
 AE5259  ___________________________________________________________________
 AE5259* NAD 83(1992)-  39 36 25.29685(N)    104 53 29.26842(W)     ADJUSTED  
 AE5259* NAVD 88     -      1747.6    (meters)    5734.     (feet)  GPS OBS   
 AE5259  ___________________________________________________________________
 AE5259  X           -  -1,264,891.763 (meters)                     COMP
 AE5259  Y           -  -4,756,664.667 (meters)                     COMP
 AE5259  Z           -   4,045,568.691 (meters)                     COMP
 AE5259  LAPLACE CORR-          -5.61  (seconds)                    DEFLEC99
 AE5259  ELLIP HEIGHT-        1730.45  (meters)          (12/03/02) GPS OBS
 AE5259  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 AE5259
 AE5259  HORZ ORDER  -  FIRST
 AE5259  ELLP ORDER  -  FOURTH    CLASS II
 AE5259
 AE5259.The horizontal coordinates were established by GPS observations
 AE5259.and adjusted by the National Geodetic Survey in January 1998..
 AE5259
 AE5259.The orthometric height was determined by GPS observations and a
 AE5259.high-resolution geoid model.
 AE5259
 AE5259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5259
 AE5259.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5259
 AE5259.The ellipsoidal height was determined by GPS observations
 AE5259.and is referenced to NAD 83.
 AE5259
 AE5259.The geoid height was determined by GEOID03.
 AE5259
 AE5259;                    North         East     Units Scale Factor Converg.
 AE5259;SPC CO C     -   501,873.156   966,662.065   MT  0.99997484   +0 23 01.7
 AE5259;SPC CO C     - 1,646,562.18  3,171,457.12   sFT  0.99997484   +0 23 01.7
 AE5259;UTM  13      - 4,384,148.157   509,317.538   MT  0.99960107   +0 04 09.1
 AE5259
 AE5259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5259!SPC CO C     -   0.99972859  x   0.99997484  =   0.99970344
 AE5259!UTM  13      -   0.99972859  x   0.99960107  =   0.99932977
 AE5259
 AE5259                          SUPERSEDED SURVEY CONTROL
 AE5259
 AE5259  ELLIP H (01/12/98) 1730.51   (m)                       GP(       ) 4 1
 AE5259
 AE5259.Superseded values are not recommended for survey control.
 AE5259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5259.See file dsdata.txt to determine how the superseded data were derived.
 AE5259
 AE5259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED0931884148(NAD 83)
 AE5259_MARKER: DH = HORIZONTAL CONTROL DISK
 AE5259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5259_STAMPING: COMMITMENT 1996
 AE5259_MARK LOGO: NGS   
 AE5259_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE5259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5259+STABILITY: SURFACE MOTION
 AE5259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5259+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE5259
 AE5259  HISTORY     - Date     Condition        Report By
 AE5259  HISTORY     - 1996     MONUMENTED       NGS
 AE5259
 AE5259                          STATION DESCRIPTION
 AE5259
 AE5259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE5259'THE STATION IS LOCATED IN THE SOUTHERN PART OF THE DENVER TECHNOLOGY
 AE5259'CENTER, IN THE NORTHEAST 1/4 OF SECTION 21, T 5 S, R 67 W.
 AE5259'OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION RIGHT-OF-WAY  TO REACH
 AE5259'THE STATION FROM INTERSTATE 25 AND ARAPAHOE ROAD, GO NORTH ON
 AE5259'INTERSTATE 25 FOR 0.9 MI (1.4 KM) TO THE OFF RAMP FOR EXIT 198,
 AE5259'ORCHARD ROAD.  TAKE THE EXIT AND SLOW DOWN, PULLING TO THE SHOULDER OF
 AE5259'THE ROAD AND THE STATION AT THE SIGNAL AHEAD SIGN.  IT IS ABOUT 0.15
 AE5259'MI (0.24 KM) SOUTH OF ORCHARD ROAD GOING AGAINST TRAFFIC ON THE NORTH
 AE5259'BOUND OFF RAMP  THE MARK IS A STANDARD DISK SET IN THE TOP OF A
 AE5259'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 32.0 M (105.0 FT)
 AE5259'SOUTH-SOUTHEAST FROM A LAMP POST, 28.0 M (91.9 FT) NORTH FROM A FENCE
 AE5259'CORNER, 9.0 M (29.5 FT) EAST FROM THE EASTERN EDGE OF OIL FOR THE OFF
 AE5259'RAMP, 4.7 M (15.4 FT) WEST FROM THE RIGHT-OF-WAY CHAINLINK FENCE, 4.35
 AE5259'M (14.27 FT) WEST OF A WITNESS POST, ABOUT 2 M (6.6 FT) ABOVE
 AE5259'INTERSTATE HIGHWAY 25 AND NORTHWEST OF THE SHEPLERS WESTERN WEAR
 AE5259'BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0267 ***********************************************************************
 KM0267  DESIGNATION -  COMO
 KM0267  PID         -  KM0267
 KM0267  STATE/COUNTY-  CO/RIO BLANCO
 KM0267  USGS QUAD   -  SQUARE S RANCH (1952)
 KM0267
 KM0267                         *CURRENT SURVEY CONTROL
 KM0267  ___________________________________________________________________
 KM0267* NAD 83(1992)-  39 59 06.23402(N)    108 16 38.10019(W)     ADJUSTED  
 KM0267* NAVD 88     -      1993.2    (meters)    6539.     (feet)  VERTCON   
 KM0267  ___________________________________________________________________
 KM0267  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 KM0267  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 KM0267
 KM0267  HORZ ORDER  -  THIRD
 KM0267
 KM0267.The horizontal coordinates were established by classical geodetic methods
 KM0267.and adjusted by the National Geodetic Survey in January 1993..
 KM0267
 KM0267.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0267
 KM0267.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0267
 KM0267.The geoid height was determined by GEOID03.
 KM0267
 KM0267;                    North         East     Units Scale Factor Converg.
 KM0267;SPC CO N     -   380,876.477   677,236.553   MT  0.99996754   -1 47 40.1
 KM0267;SPC CO N     - 1,249,592.24  2,221,900.26   sFT  0.99996754   -1 47 40.1
 KM0267;UTM  12      - 4,429,650.583   732,479.160   MT  1.00026540   +1 45 01.4
 KM0267
 KM0267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0267!SPC CO N     -   0.99969001  x   0.99996754  =   0.99965756
 KM0267!UTM  12      -   0.99969001  x   1.00026540  =   0.99995533
 KM0267
 KM0267:                Primary Azimuth Mark                     Grid Az
 KM0267:SPC CO N     -  MR 12                                    248 12 42.5
 KM0267:UTM  12      -  MR 12                                    244 40 01.0
 KM0267
 KM0267|---------------------------------------------------------------------|
 KM0267| PID    Reference Object                     Distance      Geod. Az  |
 KM0267|                                                           dddmmss.s |
 KM0267| KM0268 MR 12                               APPROX. 2.7 KM 2462502.4 |
 KM0267|---------------------------------------------------------------------|
 KM0267
 KM0267                          SUPERSEDED SURVEY CONTROL
 KM0267
 KM0267  NAD 83(1986)-  39 59 06.22837(N)    108 16 38.09415(W) AD(       ) 3
 KM0267  NAD 27      -  39 59 06.32879(N)    108 16 35.78366(W) AD(       ) 3
 KM0267  NGVD 29 (07/19/86) 1991.9    (m)         6535.     (f) VERT ANG       
 KM0267
 KM0267.Superseded values are not recommended for survey control.
 KM0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0267.See file dsdata.txt to determine how the superseded data were derived.
 KM0267
 KM0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYK3247929651(NAD 83)
 KM0267_MARKER: DD = SURVEY DISK
 KM0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0267_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KM0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0267+STABILITY: SURFACE MOTION
 KM0267
 KM0267  HISTORY     - Date     Condition        Report By
 KM0267  HISTORY     - 1950     MONUMENTED       USGS
 KM0267
 KM0267                          STATION DESCRIPTION
 KM0267
 KM0267'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KM0267'STATION LOCATED ABOUT 17.5 MI. N. AND 19.5 MI. W. OF RIO BLANCO,
 KM0267'COLORADO, IN NW. 1/4 SECTION 10, T 1 S, R 97 W.
 KM0267'
 KM0267'TO REACH FROM THE POST OFFICE IN RIO BLANCO, PROCEED W. ON HIGHWAY 326
 KM0267'33.7 MI. TO T-RD. W.  THENCE W. 1.3 MI. UP CANYON.  THENCE SW. UP
 KM0267'RIDGE AND THROUGH FOREST AND INTO CLEARING CROSS COUNTRY UP TO TOP OF
 KM0267'HILL AND TOP OF CLEARING 1.1 MI. TO STATION.  STATION LIES ON S. SLOPE
 KM0267'NEAR TOP OF HILL HEAVILY FORESTED EXCEPT FOR CLEARING ON S. SLOPE.
 KM0267'
 KM0267'STATION MARK--STANDARD TABLET, SET IN THE TOP OF A 6 X 6 IN. CONCRETE
 KM0267'MONUMENT, PROJECTING 8 IN. ABOVE THE SURFACE AND STAMPED ---R-COMO
 KM0267'1950 VABM 6535---.
 KM0267'
 KM0267'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2004 ***********************************************************************
 KK2004  DESIGNATION -  COMO RESET
 KK2004  PID         -  KK2004
 KK2004  STATE/COUNTY-  CO/PARK
 KK2004  USGS QUAD   -  MILLIGAN LAKES (1957)
 KK2004
 KK2004                         *CURRENT SURVEY CONTROL
 KK2004  ___________________________________________________________________
 KK2004* NAD 83(1992)-  39 19 35.46554(N)    105 52 20.17474(W)     ADJUSTED  
 KK2004* NAVD 88     -      2972.0    (meters)    9751.     (feet)  GPS OBS   
 KK2004  ___________________________________________________________________
 KK2004  X           -  -1,351,803.912 (meters)                     COMP
 KK2004  Y           -  -4,754,276.141 (meters)                     COMP
 KK2004  Z           -   4,022,298.307 (meters)                     COMP
 KK2004  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 KK2004  ELLIP HEIGHT-        2958.97  (meters)          (10/21/02) GPS OBS
 KK2004  GEOID HEIGHT-         -13.06  (meters)                     GEOID03
 KK2004
 KK2004  HORZ ORDER  -  B
 KK2004  ELLP ORDER  -  FOURTH    CLASS II
 KK2004
 KK2004.The horizontal coordinates were established by GPS observations
 KK2004.and adjusted by the National Geodetic Survey in May 1992..
 KK2004
 KK2004.The orthometric height was determined by GPS observations and a
 KK2004.high-resolution geoid model.
 KK2004
 KK2004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK2004
 KK2004.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2004
 KK2004.The ellipsoidal height was determined by GPS observations
 KK2004.and is referenced to NAD 83.
 KK2004
 KK2004.The geoid height was determined by GEOID03.
 KK2004
 KK2004;                    North         East     Units Scale Factor Converg.
 KK2004;SPC CO C     -   470,621.909   882,303.993   MT  0.99994363   -0 14 05.2
 KK2004;SPC CO C     - 1,544,032.05  2,894,692.35   sFT  0.99994363   -0 14 05.2
 KK2004;UTM  13      - 4,353,374.380   424,816.347   MT  0.99966960   -0 33 10.1
 KK2004
 KK2004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2004!SPC CO C     -   0.99953598  x   0.99994363  =   0.99947964
 KK2004!UTM  13      -   0.99953598  x   0.99966960  =   0.99920573
 KK2004
 KK2004:                Primary Azimuth Mark                     Grid Az
 KK2004:SPC CO C     -  NORTH TARRYALL PK                        094 16 38.1
 KK2004:UTM  13      -  NORTH TARRYALL PK                        094 35 43.0
 KK2004
 KK2004|---------------------------------------------------------------------|
 KK2004| PID    Reference Object                     Distance      Geod. Az  |
 KK2004|                                                           dddmmss.s |
 KK2004| KK1986 NORTH TARRYALL PK                   APPROX.22.6 KM 0940232.9 |
 KK2004| CP6871 COMO RM 1                            15.097 METERS 21114     |
 KK2004| CP6872 COMO RM 2                            29.450 METERS 30449     |
 KK2004|---------------------------------------------------------------------|
 KK2004
 KK2004                          SUPERSEDED SURVEY CONTROL
 KK2004
 KK2004  ELLIP H (05/26/92) 2958.99   (m)                       GP(       ) 4 1
 KK2004  NAD 83(1986)-  39 19 35.46029(N)    105 52 20.18408(W) AD(       ) 2
 KK2004  NAD 27      -  39 19 35.50600(N)    105 52 18.12400(W) AD(       ) 2
 KK2004  NGVD 29 (06/11/92) 2970.2    (m)         9745.     (f) GPS OBS        
 KK2004
 KK2004.Superseded values are not recommended for survey control.
 KK2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2004.See file dsdata.txt to determine how the superseded data were derived.
 KK2004
 KK2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD2481653374(NAD 83)
 KK2004_MARKER: DH = HORIZONTAL CONTROL DISK
 KK2004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK2004_SP_SET: CONCRETE POST
 KK2004_STAMPING: COMO 1953 1991
 KK2004_MARK LOGO: NGS   
 KK2004_PROJECTION: FLUSH
 KK2004_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK2004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK2004+STABILITY: SURFACE MOTION
 KK2004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK2004+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2002
 KK2004
 KK2004  HISTORY     - Date     Condition        Report By
 KK2004  HISTORY     - 1991     MONUMENTED       CGS
 KK2004  HISTORY     - 1953     GOOD             CGS
 KK2004  HISTORY     - 1959     GOOD             AMS
 KK2004  HISTORY     - 19910713 GOOD             NGS
 KK2004  HISTORY     - 19921005 GOOD             CODOT
 KK2004  HISTORY     - 19980813 GOOD             CODOT
 KK2004  HISTORY     - 20001018 GOOD             SLSS
 KK2004  HISTORY     - 20020802 GOOD             JCLS
 KK2004
 KK2004                          STATION DESCRIPTION
 KK2004
 KK2004'DESCRIBED BY COAST AND GEODETIC SURVEY 1991 (RLE)
 KK2004'THE STATION IS LOCATED ABOUT 5 MILES SOUTH SOUTHWEST OF
 KK2004'JEFFERSON, ABOUT 1-1/2 MILES EAST NORTHEAST OF COMO, 44 FEET
 KK2004'EAST OF THE CENTER OF U.S. HIGHWAY 285 AND 3 FEET NORTHWEST
 KK2004'OF A T FENCE CORNER THAT HAS A TRIANGLE BLAZE.  IT PROJECTS
 KK2004'5 INCHES AND IS STAMPED COMO 1953.
 KK2004'
 KK2004'REFERENCE MARK NO. 1 IS 48 FEET SOUTH SOUTHWEST OF THE T
 KK2004'FENCE CORNER, 46 FEET EAST OF THE CENTER OF U.S. HIGHWAY 285
 KK2004'AND 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.  IT PROJECTS
 KK2004'6 INCHES AND IS STAMPED COMO NO 1 1953.
 KK2004'
 KK2004'REFERENCE MARK NO. 2 IS 51 FEET WEST OF THE CENTER OF U.S.
 KK2004'HIGHWAY 285 AND 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.  IT
 KK2004'PROJECTS 4 INCHES AND IS STAMPED COMO NO 2 1953.
 KK2004'
 KK2004'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 111.33 FEET.
 KK2004'
 KK2004'A U.S. COAST AND GEODETIC SURVEY BENCH MARK WAS USED FOR
 KK2004'THE AZIMUTH MARK.  IT IS A STANDARD BENCH MARK DISK CEMENTED
 KK2004'IN THE WEST END OF A CULVERT, 30 FEET EAST OF A NORTH-SOUTH
 KK2004'FENCE LINE, 21 FEET WEST OF THE CENTER OF U.S. HIGHWAY 285,
 KK2004'9 FEET SOUTHWEST OF A GUARD RAIL POST AND IT IS STAMPED F
 KK2004'303 1951.
 KK2004'
 KK2004'TO REACH THE STATION FROM THE POST OFFICE IN COMO GO EAST
 KK2004'ON THE MAIN ROAD FOR 0.4 MILE TO U.S. HIGHWAY 285, TURN
 KK2004'LEFT AND GO NORTH ON U.S. HIGHWAY 285 FOR 1.1 MILES TO BENCH MARK
 KK2004'F 303 (AZIMUTH MARK) ON THE LEFT, CONTINUE NORTH ON U.S.
 KK2004'HIGHWAY 285 FOR 0.2 MILE TO THE STATION ON THE RIGHT AS
 KK2004'DESCRIBED.
 KK2004
 KK2004                          STATION RECOVERY (1953)
 KK2004
 KK2004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953
 KK2004'RECOVERED IN GOOD CONDITION.
 KK2004
 KK2004                          STATION RECOVERY (1959)
 KK2004
 KK2004'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1959
 KK2004'STATION, REFERENCE MARKS, AND THE AZIMUTH MARK WERE RECOVERED
 KK2004'AS DESCRIBED.
 KK2004'
 KK2004'IT IS LOCATED 45 FEET SOUTHEAST OF CENTERLINE HIGHWAY AT
 KK2004'A FENCE CORNER.
 KK2004
 KK2004                          STATION RECOVERY (1991)
 KK2004
 KK2004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KK2004'STATION IS LOCATED ABOUT 15 KM (9.3 MI) NORTHEAST OF FAIRPLAY, 2 KM
 KK2004'(1.2 MI) NORTHEAST OF COMO, ALONG US HIGHWAY 285, ON THE
 KK2004'RIGHT-OF-WAY, AT MILE 193.55, AT A T-FENCE CORNER, IN EAST CENTRAL
 KK2004'SECTION 27, T 8 S, R 76 W.  OWNERSHIP--STATE DEPARTMENT OF
 KK2004'TRANSPORTATION.
 KK2004'TO REACH FROM THE JUNCTION OF US HIGHWAY 285 AND COUNTY ROUTE 50
 KK2004'(BOREAS PASS ROAD), ABOUT 0.5 MI (0.8 KM) SOUTH OF COMO, GO NORTHEAST
 KK2004'ON HIGHWAY 285 FOR 0.4 MI (0.6 KM) TO COUNTY ROUTE 15 ON THE RIGHT.
 KK2004'CONTINUE AHEAD FOR 0.95 MI (1.53 KM) TO THE STATION ON THE RIGHT JUST
 KK2004'BEFORE HIGHWAY DOWNGRADE.
 KK2004'STATION MARK IS SET IN THE TOP OF A 50-CM ROUND CONCRETE POST
 KK2004'PROJECTING 2 CM ABOVE GROUND.  IT IS 13.4 M (44.0 FT) SOUTHEAST OF,
 KK2004'AND 0.5 M (1.6 FT) LOWER THAN THE HIGHWAY CENTER, 1.3 M (4.3 FT)
 KK2004'NORTHWEST OF THE T-FENCE CORNER, 1.1 M (3.6 FT) WEST OF TELEPHONE
 KK2004'PEDESTAL 15 858, 1.3 M (4.3 FT) SOUTHWEST OF A FIBERGLASS WITNESS
 KK2004'POST AND 0.9 M (3.0 FT) NORTHEAST OF A FIBERGLASS WITNESS POST.
 KK2004'NOTE--UNDERGROUND DISK IS SET 1.0 M (3.3 FT) BELOW GROUND.
 KK2004'DESCRIBED BY G.R.HEID
 KK2004
 KK2004                          STATION RECOVERY (1992)
 KK2004
 KK2004'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1992
 KK2004'RECOVERED IN GOOD CONDITION.
 KK2004
 KK2004                          STATION RECOVERY (1998)
 KK2004
 KK2004'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (KAW)
 KK2004'RECOVERED AS DESCRIBED.
 KK2004
 KK2004                          STATION RECOVERY (2000)
 KK2004
 KK2004'RECOVERY NOTE BY STEPHENSON LAND SURVEYING SERVICES 2000 (GFS)
 KK2004'RECOVERED AS DESCRIBED
 KK2004'
 KK2004
 KK2004                          STATION RECOVERY (2002)
 KK2004
 KK2004'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 KK2004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0478 ***********************************************************************
 HL0478  DESIGNATION -  CONALRIO RESET
 HL0478  PID         -  HL0478
 HL0478  STATE/COUNTY-  CO/CONEJOS
 HL0478  USGS QUAD   -  WAVERLY (1969)
 HL0478
 HL0478                         *CURRENT SURVEY CONTROL
 HL0478  ___________________________________________________________________
 HL0478* NAD 83(1992)-  37 24 02.85090(N)    106 02 30.66697(W)     ADJUSTED  
 HL0478* NAVD 88     -      2328.3    (meters)    7639.     (feet)  VERTCON   
 HL0478  ___________________________________________________________________
 HL0478  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 HL0478  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 HL0478
 HL0478  HORZ ORDER  -  FIRST
 HL0478
 HL0478.The horizontal coordinates were established by classical geodetic methods
 HL0478.and adjusted by the National Geodetic Survey in January 1993..
 HL0478
 HL0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0478
 HL0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0478
 HL0478.The geoid height was determined by GEOID03.
 HL0478
 HL0478;                    North         East     Units Scale Factor Converg.
 HL0478;SPC CO S     -   386,415.703   866,426.537   MT  0.99997383   -0 19 56.5
 HL0478;SPC CO S     - 1,267,765.52  2,842,601.06   sFT  0.99997383   -0 19 56.5
 HL0478;UTM  13      - 4,139,844.283   407,787.587   MT  0.99970474   -0 37 58.3
 HL0478
 HL0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0478!SPC CO S     -   0.99963738  x   0.99997383  =   0.99961122
 HL0478!UTM  13      -   0.99963738  x   0.99970474  =   0.99934223
 HL0478
 HL0478|---------------------------------------------------------------------|
 HL0478| PID    Reference Object                     Distance      Geod. Az  |
 HL0478|                                                           dddmmss.s |
 HL0478| CM6299 CONALRIO RM 1                        27.665 METERS 04951     |
 HL0478| HK0535 ALAMOSA MUNICIPAL TANK              APPROX.16.8 KM 0644121.5 |
 HL0478| CM6298 CONALRIO AZ MK                                     0860727.8 |
 HL0478| CM6300 CONALRIO RM 2                        27.378 METERS 31147     |
 HL0478|---------------------------------------------------------------------|
 HL0478
 HL0478                          SUPERSEDED SURVEY CONTROL
 HL0478
 HL0478  NAD 83(1986)-  37 24 02.85238(N)    106 02 30.67721(W) AD(       ) 1
 HL0478  NAD 27      -  37 24 02.83700(N)    106 02 28.58400(W) AD(       ) 1
 HL0478  NGVD 29 (07/19/86) 2327.0    (m)         7634.     (f) VERT ANG       
 HL0478
 HL0478.Superseded values are not recommended for survey control.
 HL0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0478.See file dsdata.txt to determine how the superseded data were derived.
 HL0478
 HL0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB0778839844(NAD 83)
 HL0478_MARKER: DS = TRIANGULATION STATION DISK
 HL0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0478_STAMPING: CONALRIO 1935 1984
 HL0478_MARK LOGO: NGS   
 HL0478_MAGNETIC: N = NO MAGNETIC MATERIAL
 HL0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0478+STABILITY: SURFACE MOTION
 HL0478
 HL0478  HISTORY     - Date     Condition        Report By
 HL0478  HISTORY     - 1984     MONUMENTED       NGS
 HL0478
 HL0478                          STATION DESCRIPTION
 HL0478
 HL0478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HL0478'THE UNDERGROUND MARK AND REFERENCE MARK 1 WERE RECOVERED.  THE AZIMUTH
 HL0478'MARK WAS NOT RECOVERED, THE AZIMUTH MARK WAS NOT RECOVERED, REFERENCE
 HL0478'MARK 2 MONUMENT WAS RECOVERED WITH THE DISK GONE, THE STATION MARK
 HL0478'MONUMENT WAS OUT OF THE GROUND WITH THE DISK MISSING.  REFERENCE MARK
 HL0478'1 WAS RECOVERED WITH THE MONUMENT BATTERED.  THE DISTANCE AND ANGLE
 HL0478'DID NOT CHECK THE OLD DATA WITHIN LIMITS.  A NEW STATION MARK WAS SET
 HL0478'LOWER UNDER THE DITCH, A NEW REFERENCE MARK 3 AND AZIMUTH MARK 2 WERE
 HL0478'SET AND THE AZIMUTH MARK WAS POSITIONED.  A NEW DESCRIPTION IS GIVEN.
 HL0478' 
 HL0478'THE STATION IS LOCATED 10 MILES (16.1 KM) WEST AND 5 MILES (8.0 KM)
 HL0478'SOUTH OF ALAMOSA, 9 MILES (14.5 KM) NORTH AND 4 MILES (6.4 KM) WEST OF
 HL0478'LA JARA AND 0.1 MILE (0.2 KM) WEST OF A THREE COUNTY CORNER.
 HL0478'OWNERSHIP--THE MARK IS ON THE EDGE OF THE COUNTY ROAD RIGHT-OF-WAY.
 HL0478'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 370 AND
 HL0478'U.S. HIGHWAY 285, 4.8 KM (3.00 MI) SOUTH OF ALAMOSA, GO WEST ON STATE
 HL0478'HIGHWAY 370 FOR 12.6 KM (7.80 MI) TO THE COUNTY LINE AND INTERSECTION
 HL0478'OF COUNTY ROAD S 100.  TURN LEFT, SOUTH, ON COUNTY ROAD FOR 3.2 KM
 HL0478'(2.00 MI) TO AN INTERSECTION.  TURN RIGHT, WEST, FOR 0.2 KM (0.10 MI)
 HL0478'TO THE STATION MARK ON THE LEFT UNDER AN IRRIGATION DITCH.
 HL0478' 
 HL0478'THE STATION IS A NGS DISK STAMPED--CONALRIO 1935 1984--, SET INTO THE
 HL0478'TOP OF A ROUND CONCRETE MONUMENT, 15 INCHES (36 CM) IN DIAMETER
 HL0478'RECESSED 24 INCHES (58 CM) BELOW THE GROUND.  THE SURFACE MARK IS
 HL0478'UNDER AN IRREGATION DITCH AND SHOULD BE ABOUT 30 CM (12 IN) UNDER THE
 HL0478'BOTTOM OF THE DITCH.  LOCATED 224.5 METERS (736.5 FT) WEST FROM THE
 HL0478'CENTERLINE OF STATE HIGHWAY AND 9.8 METERS (32.2 FT) SOUTH FROM THE
 HL0478'CENTER OF A DIRT SECTION LINE ROAD.  2.7 METERS (8.9 FT) SOUTH FROM A
 HL0478'WITNESS POST.  0.9 METERS (3.0 FT) NORTH FROM THE EDGE OF A FIELD AND
 HL0478'18.4 METERS (60.4 FT) SOUTH FROM THE NORTHERN RIGHT-OF-WAY FENCE.  THE
 HL0478'UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED--CONALRIO 1935 1984--,
 HL0478'SET INTO AN IRREGULAR MASS OF CONCRETE 1.0 METER (3.3 FT) BELOW THE
 HL0478'SURFACE.
 HL0478' 
 HL0478'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--CONALRIO 1935 NO
 HL0478'1--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT, 12 INCHES (30 CM)
 HL0478'IN DIAMETER, RECESSED 6 INCHES (15 CM) BELOW THE GROUND.  LOCATED 8.5
 HL0478'METERS (27.9 FT) NORTH FROM THE CENTER OF A DIRT SECTION LINE ROAD.
 HL0478'0.3 METER (1.0 FT) NORTHWEST FROM A WITNESS POST.  0.5 METER (1.6 FT)
 HL0478'SOUTH FROM THE NORTHERN RIGHT-OF-WAY FENCE AND 0.6 METER (2.0 FT)
 HL0478'HIGHER THAN THE STATION.
 HL0478' 
 HL0478'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--CONALRIO 1935 NO 3
 HL0478'1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30
 HL0478'CM) IN DIAMETER FLUSH WITH GROUND.  LOCATED 8.5 METERS (27.9 FT) NORTH
 HL0478'FROM THE CENTER OF A DIRT SECTION.  0.5 METER (1.6 FT) EAST-NORTHEAST
 HL0478'FROM A WITNESS POST.  0.3 METER (1.0 FT) SOUTH FROM THE NORTHERN
 HL0478'RIGHT-OF-WAY FENCE AND 1.2 METER (3.9 FT) HIGHER THAN THE STATION.
 HL0478' 
 HL0478'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--CONALRIO 1935 NO 2
 HL0478'1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30
 HL0478'CM) IN DIAMETER FLUSH WITH GROUND.  LOCATED 16.5 METERS (54.1 FT) WEST
 HL0478'FROM AN UNDERGROUND TELEPHONE CABLE BOX.  8.5 METERS (27.9 FT) NORTH
 HL0478'FROM THE CENTER OF THE ROAD.  0.5 METER (1.6 FT) WEST FROM A WITNESS
 HL0478'POST.  0.3 METER (1.0 FT) SOUTH FROM THE NORTHERN RIGHT-OF-WAY FENCE.
 HL0478'TO REACH THE STATION MARK, GO WEST ON THE DIRT ROAD FOR 0.4 KM (0.25
 HL0478'MI) TO THE AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0717 ***********************************************************************
 LK0717  DESIGNATION -  CONCRETE
 LK0717  PID         -  LK0717
 LK0717  STATE/COUNTY-  CO/LOGAN
 LK0717  USGS QUAD   -  DIPPER SPRING (1977)
 LK0717
 LK0717                         *CURRENT SURVEY CONTROL
 LK0717  ___________________________________________________________________
 LK0717* NAD 83(1992)-  40 59 43.53133(N)    103 30 05.77847(W)     ADJUSTED  
 LK0717* NAVD 88     -      1476.     (meters)    4843.     (feet)  SCALED    
 LK0717  ___________________________________________________________________
 LK0717  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 LK0717  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 LK0717
 LK0717  HORZ ORDER  -  FIRST
 LK0717
 LK0717.The horizontal coordinates were established by classical geodetic methods
 LK0717.and adjusted by the National Geodetic Survey in August 1997..
 LK0717
 LK0717.The orthometric height was scaled from a topographic map.
 LK0717
 LK0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0717
 LK0717.The geoid height was determined by GEOID03.
 LK0717
 LK0717;                    North         East     Units Scale Factor Converg.
 LK0717;SPC CO N     -   491,249.042 1,082,541.487   MT  1.00004130   +1 17 28.4
 LK0717;SPC CO N     - 1,611,706.23  3,551,638.20   sFT  1.00004130   +1 17 28.4
 LK0717;SPC NE       -   134,986.712   205,540.924   MT  0.99969801   -2 19 13.8
 LK0717;UTM  13      - 4,539,330.413   626,028.047   MT  0.99979549   +0 58 59.1
 LK0717
 LK0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0717!SPC CO N     -   0.99977156  x   1.00004130  =   0.99981285
 LK0717!SPC NE       -   0.99977156  x   0.99969801  =   0.99946964
 LK0717!UTM  13      -   0.99977156  x   0.99979549  =   0.99956710
 LK0717
 LK0717:                Primary Azimuth Mark                     Grid Az
 LK0717:SPC CO N     -  CONCRETE AZ MK                           023 45 28.4
 LK0717:SPC NE       -  CONCRETE AZ MK                           027 22 10.6
 LK0717:UTM  13      -  CONCRETE AZ MK                           024 03 57.7
 LK0717
 LK0717|---------------------------------------------------------------------|
 LK0717| PID    Reference Object                     Distance      Geod. Az  |
 LK0717|                                                           dddmmss.s |
 LK0717| CP6873 CONCRETE AZ MK                                     0250256.8 |
 LK0717| CP6874 CONCRETE RM 1                        19.749 METERS 04800     |
 LK0717| LK0719 TELEVISION RELAY SE ANTENNA          15.884 METERS 13909     |
 LK0717| LK0718 TELEVISION RELAY NW ANTENNA          12.763 METERS 14213     |
 LK0717| CP6875 CONCRETE RM 2                        23.915 METERS 16057     |
 LK0717|---------------------------------------------------------------------|
 LK0717
 LK0717                          SUPERSEDED SURVEY CONTROL
 LK0717
 LK0717  NAD 83(1992)-  40 59 43.52920(N)    103 30 05.77693(W) AD(       ) 1
 LK0717  NAD 83(1986)-  40 59 43.52735(N)    103 30 05.77664(W) AD(       ) 1
 LK0717  NAD 27      -  40 59 43.58440(N)    103 30 04.00820(W) AD(       ) 1
 LK0717
 LK0717.Superseded values are not recommended for survey control.
 LK0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0717.See file dsdata.txt to determine how the superseded data were derived.
 LK0717
 LK0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF2602839330(NAD 83)
 LK0717_MARKER: DS = TRIANGULATION STATION DISK
 LK0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0717
 LK0717  HISTORY     - Date     Condition        Report By
 LK0717  HISTORY     - 1934     MONUMENTED       CGS
 LK0717  HISTORY     - 1963     GOOD             CGS
 LK0717
 LK0717                          STATION DESCRIPTION
 LK0717
 LK0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 LK0717'THE STATION IS LOCATED ABOUT 17 MILES SOUTH OF DIX NEBR. AND
 LK0717'0.4 MILE SOUTH OF THE COLORADO-NEBRASKA STATE LINE AND IS ON THE
 LK0717'HIGHEST POINT OF A VERY PROMINENT BUTTE.  IT IS ON LAND OWNED
 LK0717'BY BOB JONES WHO LIVES ABOUT A MILE EAST OF THE STATION.  THE
 LK0717'STATION MARK IS 30 YARDS NORTHWEST OF THE NORTHWEST CORNER
 LK0717'OF A DESERTED CONCRETE HOUSE WHICH IS SITUATED ON THE SOUTHEAST
 LK0717'SLOPE OF THE HILL ON WHICH THE STATION IS LOCATED.  MARK
 LK0717'PROJECTS 4 INCHES.
 LK0717'
 LK0717'TO REACH THE STATION FROM DIX, A SMALL TOWN ON U.S. HIGHWAY
 LK0717'30 AND THE UNION PACIFIC RAILROAD, GO SOUTH ON GRADED ROAD
 LK0717'FROM THE INTERSECTION OF A GRADED NORTH-SOUTH ROAD AND U.S.
 LK0717'HIGHWAY 30 IN THE WEST EDGE OF TOWN FOR 13.0 MILES TO A
 LK0717'GRADED T-INTERSECTION.  HERE TURN RIGHT, (WEST), AND GO 0.4
 LK0717'MILE TO A GRADED ROAD ON THE LEFT.  HERE TURN LEFT (SOUTH) AND
 LK0717'GO 3.0 MILES TO A 50-YARD EASTWARD JOG IN THE ROAD.  (THE HOUSE
 LK0717'OF CLYDE GORMAN IS ON THE RIGHT SIDE OF THE ROAD AT THIS
 LK0717'POINT.  ALSO THE AZIMUTH MARK IS ON THE SOUTH SIDE OF THE ROAD
 LK0717'OPPOSITE THE POINT WHERE THE ROAD TURNS EAST.) HERE GO EAST
 LK0717'50 YARDS AND THEN SOUTH ON MAIN ROAD 0.4 MILE TO A GATE IN
 LK0717'THE RIGHT-OF-WAY FENCE ON THE RIGHT (WEST) SIDE OF THE ROAD.
 LK0717'HERE LEAVE ROAD, TURN RIGHT, PASS THROUGH GATE, AND GO WEST
 LK0717'0.3 MILE TO TOP OF BUTTE AND STATION.
 LK0717'
 LK0717'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LK0717'BRONZE DISKS SET.
 LK0717'
 LK0717'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION AND PROJECTS
 LK0717'4 INCHES.
 LK0717'
 LK0717'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION AND PROJECTS 4
 LK0717'INCHES.
 LK0717'
 LK0717'AZIMUTH MARK IS NORTH-NORTHEAST OF THE STATION, AND IN THE
 LK0717'RIGHT-OF-WAY FENCE ON THE SOUTH SIDE OF A GRADED NORTH-SOUTH
 LK0717'ROAD AT A POINT WHERE THE ROAD BENDS TOWARD THE EAST FOR A
 LK0717'FEW YARDS.  THE MARK IS APPROXIMATELY ON THE STATE LINE AND
 LK0717'PROJECTS 4 INCHES.
 LK0717'
 LK0717'THIS STATION IS AVAILABLE FOR TRAVERSE CONNECTION TO BOUNDARY
 LK0717'MONUMENTS IN THE EVENT THAT ANY OF THEM ARE SET IN THIS
 LK0717'VICINITY IN THE FUTURE.  AT PRESENT THERE ARE NONE IN THIS
 LK0717'NEIGHBORHOOD.
 LK0717'
 LK0717'A 10-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 LK0717
 LK0717                          STATION RECOVERY (1963)
 LK0717
 LK0717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 LK0717'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  A NEW
 LK0717'DESCRIPTION FOLLOWS--
 LK0717'
 LK0717'THE STATION IS LOCATED ABOUT 26-3/4 MILES NORTH AND 10 MILES
 LK0717'EAST OF STONEHAM, 1/2 MILE SOUTH OF THE COLORADO-NEBRASKA
 LK0717'STATE LINE, IN THE SE 1/4 OF SEC. 22 T12N R54W, AND ON THE
 LK0717'HIGHEST POINT OF A PROMINENT BUTTE OWNED BY MR. RAY PHILLIPS.
 LK0717'
 LK0717'TO REACH THE STATION FROM THE POST OFFICE IN STONEHAM, GO NORTH
 LK0717'FOR 0.35 MILE TO STATE HIGHWAY 14.  TURN LEFT, WEST, ON STATE
 LK0717'HIGHWAY 14 FOR 0.6 MILE TO THE JUNCTION OF STATE HIGHWAY 14
 LK0717'AND STATE HIGHWAY 71.  TURN RIGHT AND GO NORTH ON STATE HIGHWAY
 LK0717'71 FOR 19.8 MILES TO A ROAD, A STOCK GUARD, AND A SIGN PAWNEE
 LK0717'NATIONAL GRASSLAND TWO MILE PASTURE ON THE RIGHT, EAST, SIDE OF
 LK0717'THE HIGHWAY.  TURN RIGHT AND GO EAST FOR 10.0 MILES TO A
 LK0717'T-JUNCTION.  TURN LEFT AND GO NORTH FOR 7.0 MILES TO A
 LK0717'CROSSROAD.  (CONTINUE AHEAD, NORTH, FOR 0.6 MILE TO A CURVE IN
 LK0717'THE ROAD AND THE AZIMUTH MARK ON THE LEFT, SOUTHWEST,
 LK0717'SIDE OF THE ROAD.) TURN LEFT, WEST, FOR 0.15 MILE TO A
 LK0717'TRACK ROAD ON THE RIGHT.  TURN RIGHT AND FOLLOW THE TRACK
 LK0717'ROAD NORTH FOR 0.2 MILE TO THE HIGHEST POINT IN THE
 LK0717'VICINITY AND THE STATION.
 LK0717'
 LK0717'THE STATION MARK, STAMPED CONCRETE 1934, IS A STANDARD DISK
 LK0717'SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT PROJECTS
 LK0717'2 INCHES.  IT IS 98 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 LK0717'A DESERTED CONCRETE BUILDING AND 3.0 FEET WEST-SOUTHWEST OF
 LK0717'A WITNESS POST.
 LK0717'
 LK0717'REFERENCE MARK NO. 1, STAMPED CONCRETE NO 1 1934, IS A STANDARD
 LK0717'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT
 LK0717'PROJECTS 1 INCH.  IT IS 62.2 FEET NORTHEAST OF THE WITNESS POST.
 LK0717'
 LK0717'REFERENCE MARK NO. 2, STAMPED CONCRETE NO 2 1934, IS A STANDARD
 LK0717'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT
 LK0717'PROJECTS 3 INCHES.  IT IS 78.5 FEET SOUTH-SOUTHEAST OF THE
 LK0717'WITNESS POST.
 LK0717'
 LK0717'THE AZIMUTH MARK, STAMPED CONCRETE AZIMUTH 1934, IS A STANDARD
 LK0717'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT
 LK0717'IS FLUSH WITH THE GROUND.  IT IS 53 FEET SOUTHWEST OF THE CENTER
 LK0717'OF THE ROAD AND 1.1 FEET SOUTHEAST OF A WITNESS POST.
 LK0717'
 LK0717'IT IS 119.7 FEET OR 36.47 METERS BETWEEN THE REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0583 ***********************************************************************
 LK0583  DESIGNATION -  CONDON
 LK0583  PID         -  LK0583
 LK0583  STATE/COUNTY-  CO/LOGAN
 LK0583  USGS QUAD   -  TAMARACK RANCH (1984)
 LK0583
 LK0583                         *CURRENT SURVEY CONTROL
 LK0583  ___________________________________________________________________
 LK0583* NAD 83(1992)-  40 47 19.07028(N)    102 42 38.86930(W)     ADJUSTED  
 LK0583* NAVD 88     -      1269.6    (meters)    4165.     (feet)  VERTCON   
 LK0583  ___________________________________________________________________
 LK0583  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 LK0583  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 LK0583
 LK0583  HORZ ORDER  -  FIRST
 LK0583
 LK0583.The horizontal coordinates were established by classical geodetic methods
 LK0583.and adjusted by the National Geodetic Survey in January 1993..
 LK0583
 LK0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0583
 LK0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0583
 LK0583.The geoid height was determined by GEOID03.
 LK0583
 LK0583;                    North         East     Units Scale Factor Converg.
 LK0583;SPC CO N     -   470,091.107 1,149,781.398   MT  1.00000086   +1 48 07.9
 LK0583;SPC CO N     - 1,542,290.57  3,772,241.14   sFT  1.00000086   +1 48 07.9
 LK0583;UTM  13      - 4,517,814.862   693,146.832   MT  1.00005919   +1 29 45.3
 LK0583
 LK0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0583!SPC CO N     -   0.99980403  x   1.00000086  =   0.99980489
 LK0583!UTM  13      -   0.99980403  x   1.00005919  =   0.99986321
 LK0583
 LK0583:                Primary Azimuth Mark                     Grid Az
 LK0583:SPC CO N     -  CONDON AZ MK                             173 17 36.5
 LK0583:UTM  13      -  CONDON AZ MK                             173 35 59.1
 LK0583
 LK0583|---------------------------------------------------------------------|
 LK0583| PID    Reference Object                     Distance      Geod. Az  |
 LK0583|                                                           dddmmss.s |
 LK0583| CP6876 CONDON AZ MK                                       1750544.4 |
 LK0583| CP6877 CONDON RM 1                          16.713 METERS 19458     |
 LK0583| LK0596 FLEMING MUN WATER TANK              APPROX.16.5 KM 2230521.9 |
 LK0583| CP6878 CONDON RM 2                          24.673 METERS 29408     |
 LK0583| LK0608 CROOK MUNICIPAL TANK                APPROX.10.8 KM 3144346.9 |
 LK0583|---------------------------------------------------------------------|
 LK0583
 LK0583                          SUPERSEDED SURVEY CONTROL
 LK0583
 LK0583  NAD 83(1986)-  40 47 19.06693(N)    102 42 38.87069(W) AD(       ) 1
 LK0583  NAD 27      -  40 47 19.08760(N)    102 42 37.19100(W) AD(       ) 1
 LK0583  NGVD 29 (07/19/86) 1269.1    (m)         4164.     (f) VERT ANG       
 LK0583
 LK0583.Superseded values are not recommended for survey control.
 LK0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0583.See file dsdata.txt to determine how the superseded data were derived.
 LK0583
 LK0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF9314717815(NAD 83)
 LK0583_MARKER: DD = SURVEY DISK
 LK0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0583
 LK0583  HISTORY     - Date     Condition        Report By
 LK0583  HISTORY     - 1949     MONUMENTED       USGS
 LK0583  HISTORY     - 1963     GOOD             USGS
 LK0583  HISTORY     - 1969     GOOD             CGS
 LK0583  HISTORY     - 1971     GOOD             USGS
 LK0583
 LK0583                          STATION DESCRIPTION
 LK0583
 LK0583'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (DJF)
 LK0583'THE STATION IS LOCATED IN PASTURE LAND WHICH IS OWNED BY THE
 LK0583'STATE OF COLORADO.  IT IS ABOUT 7-1/2 MILES SOUTHEAST OF
 LK0583'CROOK AND 5-1/4 MILES EAST OF STATE ROUTE 25.
 LK0583'
 LK0583'TO REACH THE STATION FROM THE POST OFFICE IN CROOK, GO WEST
 LK0583'ON U.S. HIGHWAY 138 FOR 0.2 MILE TO THE JUNCTION OF STATE
 LK0583'ROUTE 25.  TURN LEFT, SOUTH ON STATE ROUTE 25 FOR 6.9 MILES
 LK0583'TO A SIDE ROAD LEFT.  TURN LEFT, EAST ON GRAVELED ROAD FOR
 LK0583'5.3 MILES TO A CROSSROAD.  TURN LEFT, NORTH ON SECTION LINE
 LK0583'TRACK ROAD FOR 1.0 MILE TO A GATE IN A FENCE THAT CROSSES THE
 LK0583'SECTION LINE TRACK ROAD.  PASS THROUGH GATE AND CONTINUE NORTH
 LK0583'ON SECTION LINE TRACK ROAD FOR 0.25 MILE TO THE AZIMUTH MARK
 LK0583'ON THE RIGHT, EAST SIDE OF THE ROAD AS DESCRIBED.  CONTINUE
 LK0583'NORTH ON TRACK ROAD FOR 0.45 MILE TO THE TOP OF THE HILL AND
 LK0583'THE END OF TRUCK TRAVEL.  THE STATION IS 132-1/2 FEET WEST
 LK0583'OF THE WEST FENCE OF THE NORTH-SOUTH SECTION LINE.
 LK0583'
 LK0583'THE STATION MARK, R.M. 1 AND R.M. 2 ARE STANDARD U.S. GEOLOGICAL
 LK0583'SURVEY DISK SET IN THE TOPS OF 6-INCH SQUARE CONCRETE MONUMENTS.
 LK0583'
 LK0583'THE STATION MARK PROJECTS 1 INCH AND IS STAMPED CONDON 1949 4159.
 LK0583'
 LK0583'R.M. 1 PROJECTS 6 INCHES AND IS STAMPED NO 1.
 LK0583'
 LK0583'R.M. 2 PROJECTS 2 INCHES AND IS STAMPED NO 2.
 LK0583'
 LK0583'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 LK0583'CIRCULAR CONCRETE MONUMENT.  IT IS SET FLUSH WITH THE GROUND
 LK0583'AND IS STAMPED CONDON USGS 1963.  IT IS 15 FEET EAST OF THE
 LK0583'CENTER OF A NORTH-SOUTH SECTION LINE TRACK ROAD, 1.6 FEET
 LK0583'NORTHWEST OF A METAL WITNESS POST AND 1.5 FEET WEST OF A
 LK0583'NORTH-SOUTH FENCE LINE.
 LK0583
 LK0583                          STATION RECOVERY (1969)
 LK0583
 LK0583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 LK0583'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 LK0583'WERE RECOVERED IN GOOD CONDITION AND AS DESCRIBED BY D.L.F. 1963,
 LK0583'WITH THE EXCEPTION A METAL WITNESS POST HAS BEEN ADDED.
 LK0583'
 LK0583'THE STATION MARK IS 5.4 FEET SOUTH OF THE METAL WITNESS POST.
 LK0583'
 LK0583'HEIGHT OF LIGHT ABOVE STATION MARK 4.6 FEET.
 LK0583
 LK0583                          STATION RECOVERY (1971)
 LK0583
 LK0583'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (RAS)
 LK0583'THIS STATION WAS NOT OCCUPIED, THUS DISTANCES AND DIRECTIONS
 LK0583'TO THE REFERENCE MARKS WERE NOT REMEASURED.
 LK0583'
 LK0583'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 LK0583'
 LK0583'THE STATION AND REFERENCE MARKS ARE STANDARD USGS BRASS TABLETS,
 LK0583'SET IN 6 INCH SQUARE CONCRETE POSTS.
 LK0583'
 LK0583'STATION MARK--TABLET PROJECTING 0.1 FEET ABOVE GROUND, AND
 LK0583'STAMPED CONDON 4159 1949.
 LK0583'
 LK0583'REFERENCE MARK NO. 1--TABLET PROJECTING 0.5 FEET ABOVE GROUND,
 LK0583'AND STAMPED NO. 1.
 LK0583'
 LK0583'REFERENCE MARK NO. 2--TABLET STAMPED NO. 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1180 ***********************************************************************
 LL1180  DESIGNATION -  CONE
 LL1180  PID         -  LL1180
 LL1180  STATE/COUNTY-  CO/WELD
 LL1180  USGS QUAD   -  GROVER SE (1972)
 LL1180
 LL1180                         *CURRENT SURVEY CONTROL
 LL1180  ___________________________________________________________________
 LL1180* NAD 83(1992)-  40 46 45.44721(N)    104 07 00.98691(W)     ADJUSTED  
 LL1180* NAVD 88     -      1586.     (meters)    5203.     (feet)  SCALED    
 LL1180  ___________________________________________________________________
 LL1180  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 LL1180  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 LL1180
 LL1180  HORZ ORDER  -  SECOND
 LL1180
 LL1180.The horizontal coordinates were established by classical geodetic methods
 LL1180.and adjusted by the National Geodetic Survey in January 1993..
 LL1180
 LL1180.The orthometric height was scaled from a topographic map.
 LL1180
 LL1180.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1180
 LL1180.The geoid height was determined by GEOID03.
 LL1180
 LL1180;                    North         East     Units Scale Factor Converg.
 LL1180;SPC CO N     -   466,262.243 1,031,148.256   MT  0.99999935   +0 53 37.1
 LL1180;SPC CO N     - 1,529,728.71  3,383,025.57   sFT  0.99999935   +0 53 37.1
 LL1180;UTM  13      - 4,514,631.792   574,514.252   MT  0.99966834   +0 34 36.5
 LL1180
 LL1180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1180!SPC CO N     -   0.99975420  x   0.99999935  =   0.99975355
 LL1180!UTM  13      -   0.99975420  x   0.99966834  =   0.99942262
 LL1180
 LL1180|---------------------------------------------------------------------|
 LL1180| PID    Reference Object                     Distance      Geod. Az  |
 LL1180|                                                           dddmmss.s |
 LL1180| CP6880 CONE RM 1                             7.406 METERS 11306     |
 LL1180| CP6879 CONE AZ MK                                         3043320.1 |
 LL1180| CP6881 CONE RM 2                             7.208 METERS 34041     |
 LL1180|---------------------------------------------------------------------|
 LL1180
 LL1180                          SUPERSEDED SURVEY CONTROL
 LL1180
 LL1180  NAD 83(1986)-  40 46 45.44254(N)    104 07 00.98800(W) AD(       ) 2
 LL1180  NAD 27      -  40 46 45.49010(N)    104 06 59.16820(W) AD(       ) 2
 LL1180
 LL1180.Superseded values are not recommended for survey control.
 LL1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1180.See file dsdata.txt to determine how the superseded data were derived.
 LL1180
 LL1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF7451414632(NAD 83)
 LL1180_MARKER: DS = TRIANGULATION STATION DISK
 LL1180_SETTING: 0 = UNSPECIFIED SETTING
 LL1180
 LL1180  HISTORY     - Date     Condition        Report By
 LL1180  HISTORY     - 1963     MONUMENTED       CGS
 LL1180
 LL1180                          STATION DESCRIPTION
 LL1180
 LL1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 LL1180'THE STATION IS LOCATED 5-1/2 MILES NORTH AND 2 MILES WEST OF
 LL1180'KEOTA, IN THE NW 1/4 OF SECTION 5 T5N R60W ON THE SUMMIT OF A
 LL1180'PROMINENT CONE SHAPED HILL IN THE PAWNEE NATIONAL GRASSLAND
 LL1180'PASTURE.
 LL1180'
 LL1180'TO REACH THE STATION FROM THE POST OFFICE IN KEOTA, GO WEST
 LL1180'ON A GRAVELED STREET FOR 0.25 MILE TO THE INTERSECTION WITH
 LL1180'THE MAIN GRAVELED ROAD LEADING NORTHWEST.  TURN RIGHT AND GO
 LL1180'NORTHWEST ON THE MAIN GRAVELED ROAD AND GO 4.15 MILES TO A
 LL1180'DIM SIDE ROAD RIGHT.  TURN RIGHT CROSS RAILROAD TRACK, ENTER
 LL1180'PASTURE VIA GATE AND GO NORTH FOR 0.6 MILE TO RANCH BUILDINGS ON
 LL1180'THE RIGHT.  CONTINUE NORTH FOR 1.35 MILES TO A WINDMILL ON
 LL1180'THE RIGHT.  CONTINUE NORTH AND EAST ON THE TRACK ROAD FOR
 LL1180'0.6 MILE TO A POINT WHERE THE MAIN ROAD TURNS NORTH.
 LL1180'TURN RIGHT LEAVING THE ROAD AND GO SOUTH ACROSS THE PASTURE
 LL1180'FOR 0.2 MILE TO THE BASE OF THE HILL AND THE END OF
 LL1180'TRUCK TRAVEL.  PACK SOUTH UP HILL FOR 75-YARDS TO THE
 LL1180'HIGHEST POINT AND THE STATION.
 LL1180'
 LL1180'THE STATION MARK IS A STANDARD DISK STAMPED CONE 1963, BRAZED
 LL1180'TO THE TOP OF A 3-INCH CAST IRON SOIL PIPE THAT PROJECTS
 LL1180'3-INCHES.  IT IS ON THE HIGHEST POINT OF THE HILL.
 LL1180'
 LL1180'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CONE NO 1 1963,
 LL1180'BRAZED TO THE TOP OF A 3-INCH CAST IRON SOIL PIPE THAT PROJECTS
 LL1180'4-INCHES.  IT IS ON THE EAST-NORTHEAST END OF THE SLOPE.
 LL1180'
 LL1180'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CONE NO 2 1963,
 LL1180'BRAZED TO THE TOP OF A 3-INCH CAST IRON SOIL PIPE THAT PROJECTS
 LL1180'2-INCHES.  IT IS ON THE WEST-NORTHWEST END OF THE SLOPE.
 LL1180'
 LL1180'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CONE 1962, SET
 LL1180'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LL1180'4-INCHES.  IT IS 40 FEET EAST OF THE CENTER OF A TRACK ROAD,
 LL1180'4.6 FEET NORTH-NORTHEAST OF THE WITNESS POST AND 4 FEET
 LL1180'NORTH-NORTHWEST OF A FENCE CORNER POST.
 LL1180'
 LL1180'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST-NORTHWEST
 LL1180'ACROSS PASTURE FOR 0.75 MILE TO A FENCE CORNER AND THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0442 ***********************************************************************
 KM0442  DESIGNATION -  CONE
 KM0442  PID         -  KM0442
 KM0442  STATE/COUNTY-  CO/MESA
 KM0442  USGS QUAD   -  COLORADO NATIONAL MONUMENT (1973)
 KM0442
 KM0442                         *CURRENT SURVEY CONTROL
 KM0442  ___________________________________________________________________
 KM0442* NAD 83(1992)-  39 03 09.08246(N)    108 41 28.41300(W)     ADJUSTED  
 KM0442* NAVD 88     -      1946.3    (meters)    6385.     (feet)  VERTCON   
 KM0442  ___________________________________________________________________
 KM0442  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 KM0442  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 KM0442
 KM0442  HORZ ORDER  -  THIRD
 KM0442
 KM0442.The horizontal coordinates were established by classical geodetic methods
 KM0442.and adjusted by the National Geodetic Survey in January 1993..
 KM0442
 KM0442.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0442
 KM0442.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0442
 KM0442.The geoid height was determined by GEOID03.
 KM0442
 KM0442;                    North         East     Units Scale Factor Converg.
 KM0442;SPC CO C     -   444,990.354   638,236.318   MT  0.99993627   -2 00 45.6
 KM0442;SPC CO C     - 1,459,939.19  2,093,946.99   sFT  0.99993627   -2 00 45.6
 KM0442;UTM  12      - 4,325,141.917   699,784.179   MT  1.00009149   +1 27 18.3
 KM0442
 KM0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0442!SPC CO C     -   0.99969736  x   0.99993627  =   0.99963365
 KM0442!UTM  12      -   0.99969736  x   1.00009149  =   0.99978882
 KM0442
 KM0442                          SUPERSEDED SURVEY CONTROL
 KM0442
 KM0442  NAD 83(1986)-  39 03 09.07428(N)    108 41 28.40676(W) AD(       ) 3
 KM0442  NGVD 29 (05/18/92) 1945.2    (m)         6382.     (f) VERT ANG       
 KM0442
 KM0442.Superseded values are not recommended for survey control.
 KM0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0442.See file dsdata.txt to determine how the superseded data were derived.
 KM0442
 KM0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ9978425142(NAD 83)
 KM0442_MARKER: DD = SURVEY DISK
 KM0442_SETTING: 66 = SET IN ROCK OUTCROP
 KM0442_SP_SET: SET IN ROCK OUTCROP
 KM0442_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0442+STABILITY: POSITION/ELEVATION WELL
 KM0442
 KM0442  HISTORY     - Date     Condition        Report By
 KM0442  HISTORY     - 1934     MONUMENTED       USGS
 KM0442  HISTORY     - 1961     GOOD             USGS
 KM0442
 KM0442                          STATION DESCRIPTION
 KM0442
 KM0442'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 KM0442'NO TEXT.
 KM0442
 KM0442                          STATION RECOVERY (1961)
 KM0442
 KM0442'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KM0442'STATION IS ON TOP OF A SYNMETRICAL CONE-SHAPED HILL, ABOUT 100 FT.
 KM0442'HIGHER THAN THE SURROUNDING MESA, AND SITUATED ON THE N. RIM OF UTE
 KM0442'OR LIME KILN CANYON, ABOUT 1.25 MI. W. OF THE POINT KNOWN LOCALLY AS
 KM0442'THE LIBERTY CAP.
 KM0442'
 KM0442'TO REACH FROM GRAND JUNCTION POST OFFICE, PROCEED WESTERLY ALONG
 KM0442'STATE HIGHWAY 340 1.3 MI., THENCE LEFT ALONG COLORADO NATIONAL
 KM0442'MONUMENT ROAD 15.2 MI. TO A SERVICE RD. WITH LOCKED CABLE ON THE
 KM0442'RIGHT, THENCE RIGHT, EASTERLY, ALONG SERVICE RD. TOWARD LIBERTY CAP
 KM0442'2.7 MI., LEAVE TRUCK AND PACK EASTERLY ALONG TOP OF RIDGE ABOUT 0.5
 KM0442'MI. TO STATION SITE, ABOUT A 15-MINUTE EASY PACK.
 KM0442'
 KM0442'STATION MARK--STANDARD BRONZE TABLET SET IN A 1.5 X 2.5 X 3.0 FT.
 KM0442'LIMESTONE ROCK.
 KM0442'
 KM0442'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE TABLET SET IN THE
 KM0442'SOLID RIM ROCK AT FOOT OF THE CONE, 195.77 FT. FROM STATION,
 KM0442'N 33 DEG 31 MIN E.
 KM0442'
 KM0442'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE TABLET SET IN THE
 KM0442'SOLID RIM ROCK AT FOOT OF THE CONE, 133.80 FT. FROM STATION,
 KM0442'N 57 DEG 41 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0502 ***********************************************************************
 HL0502  DESIGNATION -  CONEJOS
 HL0502  PID         -  HL0502
 HL0502  STATE/COUNTY-  CO/CONEJOS
 HL0502  USGS QUAD   -  PLATORO (1967)
 HL0502
 HL0502                         *CURRENT SURVEY CONTROL
 HL0502  ___________________________________________________________________
 HL0502* NAD 83(1992)-  37 17 19.44669(N)    106 34 15.33288(W)     ADJUSTED  
 HL0502* NAVD 88     -      4017.0    (meters)   13179.     (feet)  VERTCON   
 HL0502  ___________________________________________________________________
 HL0502  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 HL0502  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 HL0502
 HL0502  HORZ ORDER  -  THIRD
 HL0502
 HL0502.The horizontal coordinates were established by classical geodetic methods
 HL0502.and adjusted by the National Geodetic Survey in January 1993..
 HL0502
 HL0502.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0502
 HL0502.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0502
 HL0502.The geoid height was determined by GEOID03.
 HL0502
 HL0502;                    North         East     Units Scale Factor Converg.
 HL0502;SPC CO S     -   374,384.619   819,441.579   MT  0.99999041   -0 39 24.8
 HL0502;SPC CO S     - 1,228,293.54  2,688,451.25   sFT  0.99999041   -0 39 24.8
 HL0502;UTM  13      - 4,128,060.157   360,750.809   MT  0.99983886   -0 57 06.7
 HL0502
 HL0502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0502!SPC CO S     -   0.99937243  x   0.99999041  =   0.99936285
 HL0502!UTM  13      -   0.99937243  x   0.99983886  =   0.99921140
 HL0502
 HL0502:                Primary Azimuth Mark                     Grid Az
 HL0502:SPC CO S     -  LARRY                                    143 40 35.1
 HL0502:UTM  13      -  LARRY                                    143 58 17.0
 HL0502
 HL0502|---------------------------------------------------------------------|
 HL0502| PID    Reference Object                     Distance      Geod. Az  |
 HL0502|                                                           dddmmss.s |
 HL0502| HL0498 LARRY                               APPROX.10.7 KM 1430110.3 |
 HL0502|---------------------------------------------------------------------|
 HL0502
 HL0502                          SUPERSEDED SURVEY CONTROL
 HL0502
 HL0502  NAD 83(1986)-  37 17 19.44658(N)    106 34 15.33797(W) AD(       ) 3
 HL0502  NAD 27      -  37 17 19.43280(N)    106 34 13.20998(W) AD(       ) 3
 HL0502  NGVD 29 (07/19/86) 4015.2    (m)        13173.     (f) VERT ANG       
 HL0502
 HL0502.Superseded values are not recommended for survey control.
 HL0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0502.See file dsdata.txt to determine how the superseded data were derived.
 HL0502
 HL0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB6075128060(NAD 83)
 HL0502_MARKER: DD = SURVEY DISK
 HL0502_SETTING: 80 = SET IN A BOULDER
 HL0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0502+STABILITY: SURFACE MOTION
 HL0502
 HL0502  HISTORY     - Date     Condition        Report By
 HL0502  HISTORY     - 1954     MONUMENTED       USGS
 HL0502
 HL0502                          STATION DESCRIPTION
 HL0502
 HL0502'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 HL0502'STATION LOCATED ABOUT 5.0 MI. AIRLINE SW. OF PLATORO, COLORADO, 24
 HL0502'MI. AIRLINE ENE. OF PAGOSA SPRINGS, COLORADO, ON THE HIGHEST POINT
 HL0502'OF CONEJOS PEAK.
 HL0502'
 HL0502'TO REACH FROM PLATORO, COLORADO, TAKE PACK ANIMALS UP CONEJOS PEAK
 HL0502'TRAIL FOR ABOUT 10 MI. TO HIGHEST POINT OF PEAK AND STATION SITE.
 HL0502'
 HL0502'STATION MARK--STANDARD TABLET, STAMPED ---CONEJOS 1954---, CEMENTED
 HL0502'IN TOP OF A BOULDER IN PLACE.
 HL0502'
 HL0502'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0488 ***********************************************************************
 HL0488  DESIGNATION -  CONEJOS COURTHOUSE CUPOLA
 HL0488  PID         -  HL0488
 HL0488  STATE/COUNTY-  CO/CONEJOS
 HL0488  USGS QUAD   -  ANTONITO (1967)
 HL0488
 HL0488                         *CURRENT SURVEY CONTROL
 HL0488  ___________________________________________________________________
 HL0488* NAD 83(1992)-  37 05 19.71653(N)    106 01 14.33266(W)     ADJUSTED  
 HL0488* NAVD 88     -                                                        
 HL0488  ___________________________________________________________________
 HL0488  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 HL0488  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 HL0488
 HL0488  HORZ ORDER  -  THIRD
 HL0488
 HL0488.The horizontal coordinates were established by classical geodetic methods
 HL0488.and adjusted by the National Geodetic Survey in December 1993..
 HL0488
 HL0488
 HL0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0488
 HL0488.The geoid height was determined by GEOID03.
 HL0488
 HL0488;                    North         East     Units Scale Factor Converg.
 HL0488;SPC CO S     -   351,781.158   868,110.919   MT  1.00002937   -0 19 09.7
 HL0488;SPC CO S     - 1,154,135.35  2,848,127.24   sFT  1.00002937   -0 19 09.7
 HL0488;SPC NM C     -   675,349.736   520,389.216   MT  0.99990512   +0 08 17.9
 HL0488;SPC NM C     - 2,215,709.93  1,707,310.29   sFT  0.99990512   +0 08 17.9
 HL0488;UTM  13      - 4,105,211.695   409,291.166   MT  0.99970136   -0 36 56.0
 HL0488
 HL0488                          SUPERSEDED SURVEY CONTROL
 HL0488
 HL0488  NAD 83(1992)-  37 05 19.71709(N)    106 01 14.33261(W) AD(       ) 4
 HL0488  NAD 83(1986)-  37 05 19.71967(N)    106 01 14.34073(W) AD(       ) 4
 HL0488  NAD 27      -  37 05 19.68000(N)    106 01 12.26400(W) AD(       ) 3
 HL0488
 HL0488.Superseded values are not recommended for survey control.
 HL0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0488.See file dsdata.txt to determine how the superseded data were derived.
 HL0488
 HL0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB0929105212(NAD 83)
 HL0488_MARKER: 86 = CUPOLA
 HL0488
 HL0488  HISTORY     - Date     Condition        Report By
 HL0488  HISTORY     - 1945     FIRST OBSERVED   CGS
 HL0488
 HL0488                          STATION DESCRIPTION
 HL0488
 HL0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 HL0488'A PYRAMIDAL CUPOLA OVER THE CENTER OF THE COUNTY COURTHOUSE
 HL0488'IN THE VILLAGE OF CONEJOS WHICH IS ABOUT 2 MILES NW OF ANTONITO.
 HL0488'THE COURTHOUSE IS A 3-STORY STONE BUILDING LOCATED IN THE
 HL0488'CENTER OF THE VILLAGE.  A FLAGPOLE SURMOUNTS THE CUPOLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9156 ***********************************************************************
 DH9156  DESIGNATION -  CONLAN
 DH9156  PID         -  DH9156
 DH9156  STATE/COUNTY-  CO/DENVER
 DH9156  USGS QUAD   -  MONTBELLO (1994)
 DH9156
 DH9156                         *CURRENT SURVEY CONTROL
 DH9156  ___________________________________________________________________
 DH9156* NAD 83(1986)-  39 50 06.     (N)    104 45 50.     (W)     SCALED    
 DH9156* NAVD 88     -      1627.000  (meters)    5337.92   (feet)  ADJUSTED  
 DH9156  ___________________________________________________________________
 DH9156  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 DH9156  DYNAMIC HT  -        1625.478 (meters)    5332.92  (feet)  COMP
 DH9156  MODELED GRAV-     979,633.7   (mgal)                       NAVD 88
 DH9156
 DH9156  VERT ORDER  -  SECOND    CLASS I
 DH9156
 DH9156.The horizontal coordinates were scaled from a topographic map and have
 DH9156.an estimated accuracy of +/- 6 seconds.
 DH9156
 DH9156.The orthometric height was determined by differential leveling
 DH9156.and adjusted by the National Geodetic Survey in July 2006..
 DH9156
 DH9156.The geoid height was determined by GEOID03.
 DH9156
 DH9156.The dynamic height is computed by dividing the NAVD 88
 DH9156.geopotential number by the normal gravity value computed on the
 DH9156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9156.degrees latitude (g = 980.6199 gals.).
 DH9156
 DH9156.The modeled gravity was interpolated from observed gravity values.
 DH9156
 DH9156;                    North         East    Units  Estimated Accuracy
 DH9156;SPC CO C     -   527,270.      977,410.      MT  (+/- 180 meters Scaled)
 DH9156
 DH9156                          SUPERSEDED SURVEY CONTROL
 DH9156
 DH9156.No superseded survey control is available for this station.
 DH9156
 DH9156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE202094(NAD 83)
 DH9156_MARKER: F = FLANGE-ENCASED ROD
 DH9156_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9156_STAMPING: CONLAN 2000
 DH9156_MARK LOGO: NGS   
 DH9156_PROJECTION: FLUSH
 DH9156_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9156+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH9156_ROD/PIPE-DEPTH:  5.5 meters
 DH9156_SLEEVE-DEPTH  :  0.9 meters
 DH9156
 DH9156  HISTORY     - Date     Condition        Report By
 DH9156  HISTORY     - 2000     MONUMENTED       WOOLPT
 DH9156  HISTORY     - 2005     GOOD             WOOLPT
 DH9156
 DH9156                          STATION DESCRIPTION
 DH9156
 DH9156'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9156'DESCRIBED BY WOOLPERT, INC. 2005 (RLH)
 DH9156' 
 DH9156'THE STATION IS LOCATED ABOUT 8.9 KM (5.5 MI) SOUTHWEST OF THE AIRPORT
 DH9156'TERMINAL, 6.1 KM (3.8 MI) WEST SOUTHWEST FROM THE INTERSECTION OF PENA
 DH9156'BOULEVARD AND JACKSON GAP RD, 0.7 KM (0.4 MI) EAST OF THE INTERSECTION
 DH9156'OF PENA BOULEVARD AND TOWER ROAD, OWNERSHIP--CITY AND COUNTY OF DENVER
 DH9156'INTERNATIONAL AIRPORT, MR. KEN CONLAN, 303-342-8665.
 DH9156' 
 DH9156'TO REACH THE STATION FROM EAST BOUND INTERSTATE 70 AND THE OFF RAMP
 DH9156'TO PENA BOULEVARD GOING TO THE AIRPORT, TAKE THE OFF RAMP, PENA
 DH9156'BOULEVARD FOR 15.5 KM (9.6 MI) TO JACKSON GAP RD. EXIT AND RETURN TO
 DH9156'PENA BOULEVARD SOUTH BOUND, EXIT AT TOWER RD, THE STATION IS ON THE
 DH9156'RIGHT SIDE OF THE RAMP.
 DH9156' 
 DH9156'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 5.5 M (18.0 FT) LONG
 DH9156'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 0.9 M (3.0 FT)
 DH9156'LONG GREASED SLEEVE, ENCLOSED IN A 6-INCH PVC PIPE WITH LOGO LID,
 DH9156'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 33.8 M
 DH9156'(111.0 FT) SOUTH FROM THE   END OF A FENCE , 30.3 M (99.5 FT) WEST
 DH9156'SOUTHWEST FROM SOUTH EDGE OF RAMP  TO GRAVEL DUMP, 22.3 M (73.3 FT)
 DH9156'NORTH FROM THE NORTH EDGE OF THE RAMP TO TOWER RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE7516 ***********************************************************************
 AE7516  DESIGNATION -  CONLEY
 AE7516  PID         -  AE7516
 AE7516  STATE/COUNTY-  CO/GUNNISON
 AE7516  USGS QUAD   -  ALMONT (1964)
 AE7516
 AE7516                         *CURRENT SURVEY CONTROL
 AE7516  ___________________________________________________________________
 AE7516* NAD 83(1992)-  38 42 50.63447(N)    106 50 55.65764(W)     ADJUSTED  
 AE7516* NAVD 88     -      2514.5    (meters)    8250.     (feet)  GPS OBS   
 AE7516  ___________________________________________________________________
 AE7516  X           -  -1,444,942.962 (meters)                     COMP
 AE7516  Y           -  -4,771,193.461 (meters)                     COMP
 AE7516  Z           -   3,969,162.574 (meters)                     COMP
 AE7516  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 AE7516  ELLIP HEIGHT-        2500.32  (meters)          (12/03/02) GPS OBS
 AE7516  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 AE7516
 AE7516  HORZ ORDER  -  FIRST
 AE7516  ELLP ORDER  -  FOURTH    CLASS II
 AE7516
 AE7516.The horizontal coordinates were established by GPS observations
 AE7516.and adjusted by the National Geodetic Survey in February 1998..
 AE7516
 AE7516.The orthometric height was determined by GPS observations and a
 AE7516.high-resolution geoid model.
 AE7516
 AE7516.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7516
 AE7516.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7516
 AE7516.The ellipsoidal height was determined by GPS observations
 AE7516.and is referenced to NAD 83.
 AE7516
 AE7516.The geoid height was determined by GEOID03.
 AE7516
 AE7516;                    North         East     Units Scale Factor Converg.
 AE7516;SPC CO C     -   403,438.898   797,101.037   MT  0.99995858   -0 51 02.4
 AE7516;SPC CO C     - 1,323,615.78  2,615,155.65   sFT  0.99995858   -0 51 02.4
 AE7516;UTM  13      - 4,286,669.130   339,261.231   MT  0.99991817   -1 09 23.6
 AE7516
 AE7516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7516!SPC CO C     -   0.99960785  x   0.99995858  =   0.99956645
 AE7516!UTM  13      -   0.99960785  x   0.99991817  =   0.99952605
 AE7516
 AE7516                          SUPERSEDED SURVEY CONTROL
 AE7516
 AE7516  ELLIP H (02/27/98) 2500.32   (m)                       GP(       ) 4 1
 AE7516
 AE7516.Superseded values are not recommended for survey control.
 AE7516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7516.See file dsdata.txt to determine how the superseded data were derived.
 AE7516
 AE7516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC3926186669(NAD 83)
 AE7516_MARKER: DH = HORIZONTAL CONTROL DISK
 AE7516_SETTING: 66 = SET IN ROCK OUTCROP
 AE7516_STAMPING: CONLEY 1996
 AE7516_MARK LOGO: NGS   
 AE7516_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7516_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE7516+STABILITY: POSITION/ELEVATION WELL
 AE7516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7516+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE7516
 AE7516  HISTORY     - Date     Condition        Report By
 AE7516  HISTORY     - 1996     MONUMENTED       NGS
 AE7516
 AE7516                          STATION DESCRIPTION
 AE7516
 AE7516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE7516'THE STATION IS LOCATED ABOUT 13 MILES (20.9 KM) NORTH-NORTHEAST OF
 AE7516'GUNNISON, 12 MI (19.3 KM) SOUTH-SOUTHEAST OF CRESTED BUTTE AND 1.5 MI
 AE7516'(2.4 KM) SOUTH OF JACKS CABIN, IN THE SOUTHWEST 1/4 OF SECTION 25, T
 AE7516'15 S, R 85 W, AT STATE HIGHWAY 135 MILEPOST 13.85. OWNERSHIP--COLORADO
 AE7516'DEPT.  OF TRANSPORTATION RIGHT-OF-WAY  TO REACH THE STATION FROM THE
 AE7516'INTERSECTION OF U.  S.  HIGHWAY 50 AND STATE HIGHWAY 135 IN GUNNISON,
 AE7516'GO NORTHEASTERLY ON STATION HIGHWAY 135 FOR 13.85 MI (22.29 KM) TO THE
 AE7516'STATION ON THE LEFT, WESTERN SIDE OF THE ROAD, IN THE HIGHEST PART OF
 AE7516'A SMALL HILL OPPOSITE OF A LARGE ROCK CUT ON THE EASTERN SIDE OF THE
 AE7516'ROAD.  IT IS 0.5 MI (0.8 KM) SOUTH OF THE ENTRANCE TO THE ROARING JUDY
 AE7516'FISH HATCHERY AND OVERLOOKS IT  THE MARK IS A STANDARD DISK SET FLUSH
 AE7516'IN A DRILL HOLE IN A 1 M (3.3 FT) BY 2 M (6.6 FT) ROCK OUTCROP.  IT IS
 AE7516'28.35 M (93.01 FT) WEST FROM THE CENTER LINE OF STATE HIGHWAY 135, 7.7
 AE7516'M (25.3 FT) SOUTHEAST FROM THE END OF A RIGHT-OF-WAY FENCE, 3.1 M
 AE7516'(10.2 FT) EAST FROM THE WESTERN RIGHT-OF-WAY FENCE, 0.55 M (1.80 FT)
 AE7516'WEST FROM A WITNESS POST AND ABOUT 1.5 M (4.9 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2095 ***********************************************************************
 KK2095  CBN         -  This is a Cooperative Base Network Control Station.
 KK2095  DESIGNATION -  CONWAY
 KK2095  PID         -  KK2095
 KK2095  STATE/COUNTY-  CO/ELBERT
 KK2095  USGS QUAD   -  KIOWA (1994)
 KK2095
 KK2095                         *CURRENT SURVEY CONTROL
 KK2095  ___________________________________________________________________
 KK2095* NAD 83(1992)-  39 20 17.87301(N)    104 25 51.98291(W)     ADJUSTED  
 KK2095* NAVD 88     -      2014.2    (meters)    6608.     (feet)  GPS OBS   
 KK2095  ___________________________________________________________________
 KK2095  X           -  -1,231,412.100 (meters)                     COMP
 KK2095  Y           -  -4,785,246.582 (meters)                     COMP
 KK2095  Z           -   4,022,700.195 (meters)                     COMP
 KK2095  LAPLACE CORR-          -5.29  (seconds)                    DEFLEC99
 KK2095  ELLIP HEIGHT-        1996.42  (meters)          (10/21/02) GPS OBS
 KK2095  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 KK2095
 KK2095  HORZ ORDER  -  B
 KK2095  ELLP ORDER  -  FOURTH    CLASS II
 KK2095
 KK2095.The horizontal coordinates were established by GPS observations
 KK2095.and adjusted by the National Geodetic Survey in May 1992..
 KK2095
 KK2095.The orthometric height was determined by GPS observations and a
 KK2095.high-resolution geoid model.
 KK2095
 KK2095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK2095
 KK2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2095
 KK2095.The ellipsoidal height was determined by GPS observations
 KK2095.and is referenced to NAD 83.
 KK2095
 KK2095.The geoid height was determined by GEOID03.
 KK2095
 KK2095;                    North         East     Units Scale Factor Converg.
 KK2095;SPC CO C     -   472,405.982 1,006,546.452   MT  0.99994446   +0 40 26.9
 KK2095;SPC CO C     - 1,549,885.29  3,302,311.15   sFT  0.99994446   +0 40 26.9
 KK2095;UTM  13      - 4,354,473.263   549,026.218   MT  0.99962959   +0 21 38.3
 KK2095
 KK2095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2095!SPC CO C     -   0.99968688  x   0.99994446  =   0.99963136
 KK2095!UTM  13      -   0.99968688  x   0.99962959  =   0.99931659
 KK2095
 KK2095                          SUPERSEDED SURVEY CONTROL
 KK2095
 KK2095  NAD 83(1986)-  39 20 17.86623(N)    104 25 51.98066(W) AD(       ) 3
 KK2095  ELLIP H (05/26/92) 1996.45   (m)                       GP(       ) 4 1
 KK2095  NGVD 29 (06/11/92) 2013.3    (m)         6605.     (f) GPS OBS        
 KK2095
 KK2095.Superseded values are not recommended for survey control.
 KK2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2095.See file dsdata.txt to determine how the superseded data were derived.
 KK2095
 KK2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED4902654473(NAD 83)
 KK2095_MARKER: I = METAL ROD
 KK2095_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KK2095_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KK2095_STAMPING: CONWAY 1991
 KK2095_MARK LOGO: NGS   
 KK2095_PROJECTION: FLUSH
 KK2095_MAGNETIC: I = MARKER IS A STEEL ROD
 KK2095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK2095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK2095+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 KK2095_ROD/PIPE-DEPTH: 10.5 meters
 KK2095_SLEEVE-DEPTH  : 1.0 meters
 KK2095
 KK2095  HISTORY     - Date     Condition        Report By
 KK2095  HISTORY     - 1991     MONUMENTED       NGS
 KK2095  HISTORY     - 20010501 GOOD             CODOT
 KK2095
 KK2095                          STATION DESCRIPTION
 KK2095
 KK2095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KK2095'STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTHEAST OF KIOWA, ALONG
 KK2095'STATE HIGHWAY 86, AT MILEPOST 25, ABOUT 0.3 KM (0.2 MI) NORTHWEST OF
 KK2095'TOP OF GRADE, ON A LOW CUTBANK, ON HIGHWAY RIGHT-OF-WAY, IN THE
 KK2095'CENTER OF SECTION 22, T 8 S, R 63 W.  OWNERSHIP--STATE DEPARTMENT OF
 KK2095'TRANSPORTATION.
 KK2095'TO REACH FROM THE KIOWA POST OFFICE, GO SOUTHEAST ON STATE HIGHWAY 86
 KK2095'FOR 2.95 KM (1.83 MI) TO A GAS LINE CROSSING.  CONTINUE AHEAD FOR 0.4
 KK2095'KM (0.2 MI) TO THE CUTBANK AND STATION ON THE LEFT.
 KK2095'STATION MARK IS A PUNCH HOLE TOP CENTER IN A STEEL ROD IN A PVC PIPE
 KK2095'WITH A LOGO CAP SET IN A 0.5 M (1.6 FT) ROUND CONCRETE SLEEVE FLUSH
 KK2095'WITH THE GROUND.  IT IS ABOUT 28 M (91.9 FT) NORTHWEST OF MILEPOST 25
 KK2095'(MEASURED ALONG THE ROAD), 16.8 M (55.1 FT) NORTHEAST OF, AND 2 M
 KK2095'(6.6 FT) HIGHER THAN THE HIGHWAY CENTER, 1.6 M (5.2 FT) SOUTHWEST OF
 KK2095'THE RIGHT-OF-WAY FENCE, 2.1 M (6.9 FT) SOUTH-SOUTHEAST OF A TELEPHONE
 KK2095'CABLE WITNESS POST, 1.0 M (3.3 FT) NORTHWEST OF A FIBERGLASS WITNESS
 KK2095'POST AND 1.3 M (4.3 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.
 KK2095'DESCRIBED BY G.R.HEID
 KK2095
 KK2095                          STATION RECOVERY (2001)
 KK2095
 KK2095'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2001 (DAS)
 KK2095'THE STATION IS LOCATED ABOUT 2.0 MILES SOUTHEAST OF KIOWA ON STATE
 KK2095'HIGHWAY 86, ABOUT 0.2 MILES NORTHWEST OF TOP OF GRADE, ON A LOW
 KK2095'CUTBANK,
 KK2095'ON STATE HIGHWAY RIGHT-OF-WAY, NEAR THE CENTER OF SECTION 22, T8S,
 KK2095'R63W,
 KK2095'AT MILE POST 25. OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION
 KK2095' 
 KK2095'TO REACH THE STATION FROM THE KIOWA POST OFFICE, GO SOUTHEAST ON STATE
 KK2095'HIGHWAY 86 FOR 1.83 MILES TO A GAS LINE CROSSING.  CONTINUE AHEAD
 KK2095'FOR 0.2 MILES TO THE CUTBANK AND STATION ON THE LEFT.
 KK2095' 
 KK2095'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 10.5 M LONG STAINLESS STEEL
 KK2095'ROD
 KK2095'DRIVEN TO REFUSAL, ENCASED IN A 0.9 M LONG GREASED PVC PIPE, ENCLOSED
 KK2095'IN A
 KK2095'5-INCH PVC PIPE WITH A LOGO LID, SURROUNDED BY A CONCRETE COLLAR,
 KK2095'FLUSH
 KK2095'WITH THE GROUND.
 KK2095' 
 KK2095' 
 KK2095' 
 KK2095' IT IS 28 M NORTHWEST FROM MILEPOST 25 (MEASURED ALONG THE ROAD), 16.8
 KK2095'M
 KK2095'NORTHEAST OF, AND 2 M HIGHER THAN THE HIGHWAY CENTER, 1.6 M SOUTHWEST
 KK2095'FROM THE RIGHT-OF-WAY FENCE, 2.1 M SOUTH-SOUTHEAST FROM  A TELEPHONE
 KK2095'CABLE WITNESS POST, 1.0 M NORTHWEST FROM A FIBERGLASS WITNESS POST AND
 KK2095'1.3 M SOUTHEAST
 KK2095'OF A FIBERGLASS WITNESS POST.
 KK2095' 
 KK2095'D. A. STEWART, CDOT
 KK2095' 
 KK2095' 
 KK2095' 
 KK2095'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1354 ***********************************************************************
 JK1354  CBN         -  This is a Cooperative Base Network Control Station.
 JK1354  DESIGNATION -  CONYERS
 JK1354  PID         -  JK1354
 JK1354  STATE/COUNTY-  CO/EL PASO
 JK1354  USGS QUAD   -  WOODLAND PARK (1994)
 JK1354
 JK1354                         *CURRENT SURVEY CONTROL
 JK1354  ___________________________________________________________________
 JK1354* NAD 83(1992)-  38 56 03.66465(N)    105 00 21.41542(W)     ADJUSTED  
 JK1354* NAVD 88     -      2415.4    (meters)    7925.     (feet)  GPS OBS   
 JK1354  ___________________________________________________________________
 JK1354  X           -  -1,286,771.520 (meters)                     COMP
 JK1354  Y           -  -4,800,303.070 (meters)                     COMP
 JK1354  Z           -   3,988,159.015 (meters)                     COMP
 JK1354  LAPLACE CORR-         -14.12  (seconds)                    DEFLEC99
 JK1354  ELLIP HEIGHT-        2400.34  (meters)          (10/21/02) GPS OBS
 JK1354  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 JK1354
 JK1354  HORZ ORDER  -  B
 JK1354  ELLP ORDER  -  FOURTH    CLASS II
 JK1354
 JK1354.The horizontal coordinates were established by GPS observations
 JK1354.and adjusted by the National Geodetic Survey in May 1992..
 JK1354
 JK1354.The orthometric height was determined by GPS observations and a
 JK1354.high-resolution geoid model.
 JK1354
 JK1354.Photographs are available for this station.
 JK1354
 JK1354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1354
 JK1354.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1354
 JK1354.The ellipsoidal height was determined by GPS observations
 JK1354.and is referenced to NAD 83.
 JK1354
 JK1354.The geoid height was determined by GEOID03.
 JK1354
 JK1354;                    North         East     Units Scale Factor Converg.
 JK1354;SPC CO C     -   427,137.742   957,236.458   MT  0.99994012   +0 18 41.7
 JK1354;SPC CO C     - 1,401,367.74  3,140,533.28   sFT  0.99994012   +0 18 41.7
 JK1354;UTM  13      - 4,309,491.533   499,484.414   MT  0.99960000   -0 00 13.5
 JK1354
 JK1354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1354!SPC CO C     -   0.99962353  x   0.99994012  =   0.99956368
 JK1354!UTM  13      -   0.99962353  x   0.99960000  =   0.99922369
 JK1354
 JK1354                          SUPERSEDED SURVEY CONTROL
 JK1354
 JK1354  ELLIP H (03/04/94) 2400.35   (m)                       GP(       ) 4 1
 JK1354  NAD 83(1986)-  38 56 03.65668(N)    105 00 21.41296(W) AD(       ) 3
 JK1354  ELLIP H (05/26/92) 2400.35   (m)                       GP(       ) 4 1
 JK1354  NGVD 29 (06/11/92) 2414.2    (m)         7921.     (f) GPS OBS        
 JK1354
 JK1354.Superseded values are not recommended for survey control.
 JK1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1354.See file dsdata.txt to determine how the superseded data were derived.
 JK1354
 JK1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9948409492(NAD 83)
 JK1354_MARKER: F = FLANGE-ENCASED ROD
 JK1354_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JK1354+WITH SETTING: INFORMATION.
 JK1354_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JK1354_STAMPING: CONYERS 1991
 JK1354_MARK LOGO: NGS   
 JK1354_PROJECTION: FLUSH
 JK1354_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK1354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK1354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1354+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 JK1354_ROD/PIPE-DEPTH: 2.00 meters
 JK1354_SLEEVE-DEPTH  : 1.00 meters
 JK1354
 JK1354  HISTORY     - Date     Condition        Report By
 JK1354  HISTORY     - 1991     MONUMENTED       NGS
 JK1354  HISTORY     - 19920928 GOOD             CODOT
 JK1354  HISTORY     - 19920930 GOOD             CODOT
 JK1354  HISTORY     - 19930128 GOOD             MSAM
 JK1354  HISTORY     - 19970108 GOOD             CODOT
 JK1354  HISTORY     - 20020514 GOOD             ZYLSTR
 JK1354
 JK1354                          STATION DESCRIPTION
 JK1354
 JK1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 JK1354'STATION IS LOCATED ABOUT 20 KM (12.4 MI) NORTHWEST OF COLORADO
 JK1354'SPRINGS, 0.8 KM (0.5 MI) EAST OF GREEN MOUNTAIN FALLS, IN THE MEDIAN
 JK1354'OF US HIGHWAY 24, AT MILE 290.2, 0.20 KM (0.12 MI) SOUTHEAST OF A
 JK1354'MEDIAN CROSSOVER AT TOP OF GRADE, IN WEST CENTRAL SECTION 9, T 13 S,
 JK1354'R 68 W.  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 JK1354'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 25 AND US HIGHWAY 24
 JK1354'(EXIT 141) IN COLORADO SPRINGS, GO NORTHWEST ON HIGHWAY 24 FOR 9.50
 JK1354'MI (15.29 KM) TO THE PIKES PEAK TURNOFF ON THE LEFT.  CONTINUE AHEAD
 JK1354'FOR 3.45 MI (5.55 KM) TO THE STATION ON THE LEFT JUST BEFORE REACHING
 JK1354'THE TOP OF GRADE.
 JK1354'STATION MARK IS A PUNCH HOLE TOP CENTER IN A STEEL ROD ENCASED IN PVC
 JK1354'PIPE WITH LOGO CAP SET IN A 0.5 M (1.6 FT) CONCRETE POST FLUSH WITH
 JK1354'THE GROUND.  IT IS 14.2 M (46.6 FT) SOUTHWEST OF, AND SLIGHTLY LOWER
 JK1354'THAN THE CENTER OF THE WESTBOUND LANES, 33.0 M (108.3 FT) SOUTHEAST
 JK1354'OF A SMALL PINE TREE ON A SMALL HUMP IN THE MEDIAN, 1.0 M (3.3 FT)
 JK1354'SOUTH-SOUTHEAST OF A FIBERGLASS WITNESS POST, 1.0 M (3.3 FT)
 JK1354'NORTH-NORTHWEST OF A FIBERGLASS WITNESS POST AND ABOUT 85 M
 JK1354'(278.9 FT) SOUTHEAST OF THE ENTRANCE TO THE ROCKING X CAMPGROUND.
 JK1354'DESCRIBED BY G.R.HEID
 JK1354
 JK1354                          STATION RECOVERY (1992)
 JK1354
 JK1354'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1992
 JK1354'RECOVERED IN GOOD CONDITION.
 JK1354
 JK1354                          STATION RECOVERY (1992)
 JK1354
 JK1354'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1992
 JK1354'RECOVERED IN GOOD CONDITION.
 JK1354
 JK1354                          STATION RECOVERY (1993)
 JK1354
 JK1354'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1993 (KCH)
 JK1354'RECOVERED AS DESCRIBED.
 JK1354
 JK1354                          STATION RECOVERY (1997)
 JK1354
 JK1354'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 JK1354'RECOVERED AS DESCRIBED.
 JK1354
 JK1354                          STATION RECOVERY (2002)
 JK1354
 JK1354'RECOVERY NOTE BY ZYLSTRA-BAKER SURVEYING INCORPORATED 2002 (LDV)
 JK1354'RECOVERED AS DESCRIBED.
 JK1354'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3407 ***********************************************************************
 AA3407  DESIGNATION -  COOKE
 AA3407  PID         -  AA3407
 AA3407  STATE/COUNTY-  CO/DOUGLAS
 AA3407  USGS QUAD   -  HIGHLANDS RANCH (1965)
 AA3407
 AA3407                         *CURRENT SURVEY CONTROL
 AA3407  ___________________________________________________________________
 AA3407* NAD 83(1992)-  39 33 48.21150(N)    104 59 15.06867(W)     ADJUSTED  
 AA3407* NAVD 88     -      1711.5    (meters)    5615.     (feet)  GPS OBS   
 AA3407  ___________________________________________________________________
 AA3407  X           -  -1,273,655.913 (meters)                     COMP
 AA3407  Y           -  -4,757,493.699 (meters)                     COMP
 AA3407  Z           -   4,041,811.257 (meters)                     COMP
 AA3407  LAPLACE CORR-          -8.01  (seconds)                    DEFLEC99
 AA3407  ELLIP HEIGHT-        1694.70  (meters)          (12/03/02) GPS OBS
 AA3407  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 AA3407
 AA3407  HORZ ORDER  -  FIRST
 AA3407  ELLP ORDER  -  FOURTH    CLASS II
 AA3407
 AA3407.The horizontal coordinates were established by GPS observations
 AA3407.and adjusted by the National Geodetic Survey in December 1994..
 AA3407
 AA3407.The orthometric height was determined by GPS observations and a
 AA3407.high-resolution geoid model.
 AA3407
 AA3407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3407
 AA3407.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3407
 AA3407.The ellipsoidal height was determined by GPS observations
 AA3407.and is referenced to NAD 83.
 AA3407
 AA3407.The geoid height was determined by GEOID03.
 AA3407
 AA3407;                    North         East     Units Scale Factor Converg.
 AA3407;SPC CO C     -   496,977.846   958,440.371   MT  0.99996841   +0 19 23.6
 AA3407;SPC CO C     - 1,630,501.48  3,144,483.12   sFT  0.99996841   +0 19 23.6
 AA3407;UTM  13      - 4,379,299.914   501,072.122   MT  0.99960001   +0 00 28.6
 AA3407
 AA3407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3407!SPC CO C     -   0.99973420  x   0.99996841  =   0.99970261
 AA3407!UTM  13      -   0.99973420  x   0.99960001  =   0.99933431
 AA3407
 AA3407                          SUPERSEDED SURVEY CONTROL
 AA3407
 AA3407  ELLIP H (12/14/94) 1694.75   (m)                       GP(       ) 3 1
 AA3407
 AA3407.Superseded values are not recommended for survey control.
 AA3407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3407.See file dsdata.txt to determine how the superseded data were derived.
 AA3407
 AA3407_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED0107279300(NAD 83)
 AA3407_MARKER: DD = SURVEY DISK
 AA3407_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA3407_STAMPING: COOKE
 AA3407_MARK LOGO: DCGIS 
 AA3407_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA3407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3407+STABILITY: SURFACE MOTION
 AA3407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3407+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2003
 AA3407
 AA3407  HISTORY     - Date     Condition        Report By
 AA3407  HISTORY     - 1993     MONUMENTED       MSAM
 AA3407  HISTORY     - 20030811 GOOD             INDIV
 AA3407
 AA3407                          STATION DESCRIPTION
 AA3407
 AA3407'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1993 (KCH)
 AA3407'THE STATION IS LOCATED ABOUT 14 MILES (22.5 KM) NORTHWEST OF CASTLE
 AA3407'ROCK, COLORADO, ON THE SOUTH SIDE OF C-470 AND THE WEST SIDE OF
 AA3407'BROADWAY, IN SECTION 1, TOWNSHIP 6 SOUTH, RANGE 68 WEST OF THE 6TH
 AA3407'P.M., OWNERSHIP IS THE COLORADO DEPARTMENT OF TRANSPORTATION. TO REACH
 AA3407'THE STATION FROM THE INTERSECTION OF C-470 AND BROADWAY GO SOUTH ON
 AA3407'BROADWAY THE STATION IS AT THE SOUTHWEST CORNER OF THIS INTERSECTION.
 AA3407'THE STATION IS A BRASS CAP SET IN CONCRETE FLUSH WITH THE GROUND, 4.4
 AA3407'FEET (1.3 M) SOUTH OF A DOUGLAS COUNTY FIBERGLASS WITNESS POST, 34.6
 AA3407'FEET (10.5 M) WEST OF THE WEST FLOWLINE OF THE CURB AND GUTTER OF
 AA3407'SOUTH BOUND BROADWAY, 39.3 FEET (12.0 M) NORTH OF THE NORTHEAST CORNER
 AA3407'OF THE VILLAGE INN PARKING LOT, 47 FEET (14.3 M) NORTHEAST OF A FENCE
 AA3407'CORNER, AND 54.5 FEET (16.6 M) SOUTHEAST OF THE END OF THE SOUTH RIGHT
 AA3407'OF WAY FENCE OF C-470 AT BROADWAY.
 AA3407
 AA3407                          STATION RECOVERY (2003)
 AA3407
 AA3407'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MSJ)
 AA3407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0869 ***********************************************************************
 JL0869  DESIGNATION -  COON
 JL0869  PID         -  JL0869
 JL0869  STATE/COUNTY-  CO/MONTROSE
 JL0869  USGS QUAD   -  OLATHE NW (1955)
 JL0869
 JL0869                         *CURRENT SURVEY CONTROL
 JL0869  ___________________________________________________________________
 JL0869* NAD 83(1992)-  38 37 30.97882(N)    107 54 49.09590(W)     ADJUSTED  
 JL0869* NAVD 88     -      1748.3    (meters)    5736.     (feet)  VERTCON   
 JL0869  ___________________________________________________________________
 JL0869  LAPLACE CORR-           6.53  (seconds)                    DEFLEC99
 JL0869  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 JL0869
 JL0869  HORZ ORDER  -  THIRD
 JL0869
 JL0869.The horizontal coordinates were established by classical geodetic methods
 JL0869.and adjusted by the National Geodetic Survey in January 1993..
 JL0869
 JL0869.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0869
 JL0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0869
 JL0869.The geoid height was determined by GEOID03.
 JL0869
 JL0869;                    North         East     Units Scale Factor Converg.
 JL0869;SPC CO S     -   524,901.087   704,233.545   MT  1.00004067   -1 28 49.7
 JL0869;SPC CO S     - 1,722,112.98  2,310,472.89   sFT  1.00004067   -1 28 49.7
 JL0869;UTM  13      - 4,279,221.689   246,353.265   MT  1.00039235   -1 49 11.0
 JL0869
 JL0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0869!SPC CO S     -   0.99972838  x   1.00004067  =   0.99976904
 JL0869!UTM  13      -   0.99972838  x   1.00039235  =   1.00012062
 JL0869
 JL0869:                Primary Azimuth Mark                     Grid Az
 JL0869:SPC CO S     -  UTE                                      052 27 35.8
 JL0869:UTM  13      -  UTE                                      052 47 57.1
 JL0869
 JL0869|---------------------------------------------------------------------|
 JL0869| PID    Reference Object                     Distance      Geod. Az  |
 JL0869|                                                           dddmmss.s |
 JL0869| JL0859 UTE                                 APPROX. 5.3 KM 0505846.1 |
 JL0869|---------------------------------------------------------------------|
 JL0869
 JL0869                          SUPERSEDED SURVEY CONTROL
 JL0869
 JL0869  NAD 83(1986)-  38 37 30.97134(N)    107 54 49.08398(W) AD(       ) 3
 JL0869  NAD 27      -  38 37 31.02107(N)    107 54 46.85186(W) AD(       ) 3
 JL0869  NGVD 29 (07/19/86) 1747.1    (m)         5732.     (f) VERT ANG       
 JL0869
 JL0869.Superseded values are not recommended for survey control.
 JL0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0869.See file dsdata.txt to determine how the superseded data were derived.
 JL0869
 JL0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC4635379222(NAD 83)
 JL0869_MARKER: DD = SURVEY DISK
 JL0869_SETTING: 66 = SET IN ROCK OUTCROP
 JL0869_SP_SET: SET IN ROCK OUTCROP
 JL0869_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0869+STABILITY: POSITION/ELEVATION WELL
 JL0869
 JL0869  HISTORY     - Date     Condition        Report By
 JL0869  HISTORY     - 1951     MONUMENTED       USGS
 JL0869
 JL0869                          STATION DESCRIPTION
 JL0869
 JL0869'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JL0869'LOCATED ABOUT 1.5 MI. N. AND 3.5 MI. E. OF OLATHE, COLORADO, ON TOP
 JL0869'OF ADOBE HILL OVERLOOKING THE UNCOMPAHGRE RIVER VALLEY TO THE W.
 JL0869'
 JL0869'TO REACH FROM OLATHE HIGH SCHOOL, DRIVE S. ON U.S. HIGHWAY 50 1.1 MI.
 JL0869'TO T-RD. ON THE LEFT.  TURN LEFT (E.) THROUGH CROSSROADS AT 0.8 MI.,
 JL0869'1.6 MI., AND CROSS CREK AT 2.5 MI. FROM HIGHWAY 50.  FROM BRIDGE DRIVE
 JL0869'1.1 MI. TO T-RD. ON THE RIGHT AND CONTINUE STRAIGHT AHEAD, CROSSING
 JL0869'CANAL AT 0.1 MI.  THENCE 2.2 MI. ON DIRT RD. THROUGH VALLEY AND ONTO
 JL0869'TOP OF MESA.  TURN NW. AND DRIVE CROSS COUNTRY DOWN CENTER OF VALLEY
 JL0869'1.5 MI., THENCE LEFT 0.9 MI. UP SMALL VALLEY TO SADDLE ON THE W. EDGE
 JL0869'OF MESA.  PACK N. ABOUT 150 FT. TO TOP OF MESA AND STATION SITE.
 JL0869'STATION LIES ON THE S. END OF LONG N-S. MESA WHICH DROPS OFF TO THE
 JL0869'SALIG CANAL ON THE W. SIDE.
 JL0869'
 JL0869'STATION MARK--STANDARD TABLET, STAMPED ---COON 1951 VABM 5731---,
 JL0869'CEMENTED IN LARGE ROCK.
 JL0869'
 JL0869'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO.
 JL0869'1---, CEMENTED IN SOLID ROCK, 72.80 FT. FROM STATION MARK,
 JL0869'N 24 DEG 33 MIN W.
 JL0869'
 JL0869'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO.
 JL0869'2---, CEMENTED IN SOLID ROCK, 51.10 FT. FROM STATION MARK,
 JL0869'S 32 DEG 50 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0548 ***********************************************************************
 LM0548  DESIGNATION -  COON
 LM0548  PID         -  LM0548
 LM0548  STATE/COUNTY-  CO/LARIMER
 LM0548  USGS QUAD   -  EAGLE HILL (1955)
 LM0548
 LM0548                         *CURRENT SURVEY CONTROL
 LM0548  ___________________________________________________________________
 LM0548* NAD 83(1992)-  40 52 19.60640(N)    106 07 38.38620(W)     ADJUSTED  
 LM0548* NAVD 88     -      3238.7    (meters)   10626.     (feet)  VERTCON   
 LM0548  ___________________________________________________________________
 LM0548  LAPLACE CORR-           4.42  (seconds)                    DEFLEC99
 LM0548  GEOID HEIGHT-         -11.21  (meters)                     GEOID03
 LM0548
 LM0548  HORZ ORDER  -  THIRD
 LM0548  VERT ORDER  -  THIRD ? (See Below)
 LM0548
 LM0548.The horizontal coordinates were established by classical geodetic methods
 LM0548.and adjusted by the National Geodetic Survey in January 1993..
 LM0548
 LM0548.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0548.The vertical order pertains to the NGVD 29 superseded value.
 LM0548
 LM0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0548
 LM0548.The geoid height was determined by GEOID03.
 LM0548
 LM0548;                    North         East     Units Scale Factor Converg.
 LM0548;SPC CO N     -   475,846.847   861,519.075   MT  1.00001561   -0 24 19.2
 LM0548;SPC CO N     - 1,561,174.20  2,826,500.50   sFT  1.00001561   -0 24 19.2
 LM0548;UTM  13      - 4,525,172.113   405,005.951   MT  0.99971107   -0 44 15.9
 LM0548
 LM0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0548!SPC CO N     -   0.99949398  x   1.00001561  =   0.99950958
 LM0548!UTM  13      -   0.99949398  x   0.99971107  =   0.99920520
 LM0548
 LM0548:                Primary Azimuth Mark                     Grid Az
 LM0548:SPC CO N     -  ROACH                                    355 38 22.0
 LM0548:UTM  13      -  ROACH                                    355 58 18.7
 LM0548
 LM0548|---------------------------------------------------------------------|
 LM0548| PID    Reference Object                     Distance      Geod. Az  |
 LM0548|                                                           dddmmss.s |
 LM0548| LM0551 ROACH                               APPROX.12.7 KM 3551402.8 |
 LM0548|---------------------------------------------------------------------|
 LM0548
 LM0548                          SUPERSEDED SURVEY CONTROL
 LM0548
 LM0548  NAD 83(1986)-  40 52 19.60351(N)    106 07 38.38355(W) AD(       ) 3
 LM0548  NAD 27      -  40 52 19.69277(N)    106 07 36.32518(W) AD(       ) 3
 LM0548  NGVD 29 (07/19/86) 3237.3    (m)        10621.     (f) LEVELING    3  
 LM0548
 LM0548.Superseded values are not recommended for survey control.
 LM0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0548.See file dsdata.txt to determine how the superseded data were derived.
 LM0548
 LM0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF0500625172(NAD 83)
 LM0548_MARKER: DD = SURVEY DISK
 LM0548_SETTING: 0 = UNSPECIFIED SETTING
 LM0548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0548
 LM0548  HISTORY     - Date     Condition        Report By
 LM0548  HISTORY     - 1949     MONUMENTED       USGS
 LM0548
 LM0548                          STATION DESCRIPTION
 LM0548
 LM0548'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 LM0548'LOCATED ON THE MEDICINE BOW RANGE MTS., ABOUT 13.0 MI. (AIRLINE) NE.
 LM0548'OF WALDEN, ABOUT 9.0 MI. (AIRLINE) E. OF COWDREY ON ROUNDED RIDGE
 LM0548'COVERED WITH MANY LARGE DOWNFALLS.  SCATTERED STANDING SNAGS AND FEW
 LM0548'LIVE PINE TREES.  RIDGE RUNS IN GENERAL N-S. DIRECTION.
 LM0548'
 LM0548'TO REACH STATION FROM COWDREY, COLORADO, PROCEED N. ON STATE HIGHWAY
 LM0548'125 FOR 3.9 MI. TO RAILROAD CROSSING.  CROSS TRACKS AND TURN RIGHT
 LM0548'ON SIDE RD., GO 0.1 MI. AND TURN LEFT OVER CATTLEGUARD.  FOLLOW MAIN
 LM0548'TRAVELED WINDING RD. TAKING TURNS AS INDICATED BELOW
 LM0548'
 LM0548'GO 0.7 MI. AND TAKE RIGHT FORK, GO 1.2 MI. AND TAKE LEFT FORK, GO
 LM0548'1.4 MI. AND TAKE RIGHT FORK, GO 0.4 MI. AND TAKE SHARP RIGHT TURN,
 LM0548'GO 0.5 MI. AND TAKE LEFT FORK, GO 0.6 MI. AND TAKE LEFT FORK, GO
 LM0548'0.7 MI. AND TAKE RIGHT FORK, GO 1.8 MI. TO OLD SAWMILL SITE AND END
 LM0548'OF TRUCK TRAVEL.
 LM0548'
 LM0548'FROM HERE PROCEED ON OLD TRAIL IN NE. DIRECTION.  AT A SHORT DISTANCE
 LM0548'TRAIL TURNS RIGHT (SE.), FOLLOW THIS TRAIL, WHICH HAS MUCH DOWN TIMBER
 LM0548'ON IT, FOR APPROXIMATELY 0.25 MI. TO WHERE TRAIL TURNS TO RIGHT.
 LM0548'PROCEED THROUGH TIMBER IN SE. DIRECTION TO TOP OF HILL WITH SCATTERED
 LM0548'PINES.  CONTINUE IN MORE OR LESS SAME DIRECTION DOWN INTO SADDLE AND
 LM0548'UP TO SECOND RIDGE WITH SCATTERED TIMBER, PROCEED TO HIGHEST PART OF
 LM0548'RIDGE WHERE MEDICINE BOW TRAIL FOLLOWS ALONG RIDGE, FOLLOW TRAIL IN
 LM0548'GENERAL SE. DIRECTION DOWN INTO SADDLE AND APPROXIMATELY 750 FT. UP
 LM0548'HILL WITH MUCH DOWN TIMBER, SCATTERED STANDING SNAGS AND SOME LIVE
 LM0548'PINES (OLD BURN).  STATION IS LOCATED 131 FT. NE. OF TRAIL,
 LM0548'APPROXIMATELY IN CENTER OF SLOPING HILL.
 LM0548'
 LM0548'STATION MARK--STANDARD USGS STATION TABLET STAMPED ---COON 1949---,
 LM0548'SET IN EMBEDDED ROCK.
 LM0548'
 LM0548'REFERENCE MARK NO. 1--STANDARD USGS R.M. TABLET STAMPED ---COON 1949
 LM0548'NO. 1---, SET IN LOW EMBEDDED ROCK NE. OF STATION AT A DISTANCE OF
 LM0548'20.3 FT., S 19 DEG 08 MIN W.
 LM0548'
 LM0548'REFERENCE MARK NO. 2--STANDARD USGS R.M. TABLET STAMPED ---COON 1949
 LM0548'NO. 2---, SET IN EMBEDDED ROCK AT A DISTANCE OF 41.6 FT.,
 LM0548'N 67 DEG 05 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2040 ***********************************************************************
 KK2040  DESIGNATION -  COON HILL
 KK2040  PID         -  KK2040
 KK2040  STATE/COUNTY-  CO/GRAND
 KK2040  USGS QUAD   -  LOVELAND PASS (1987)
 KK2040
 KK2040                         *CURRENT SURVEY CONTROL
 KK2040  ___________________________________________________________________
 KK2040* NAD 83(1992)-  39 41 20.12095(N)    105 56 44.23360(W)     ADJUSTED  
 KK2040* NAVD 88     -      3889.8    (meters)   12762.     (feet)  VERTCON   
 KK2040  ___________________________________________________________________
 KK2040  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 KK2040  GEOID HEIGHT-         -12.44  (meters)                     GEOID03
 KK2040
 KK2040  HORZ ORDER  -  FIRST
 KK2040
 KK2040.The horizontal coordinates were established by classical geodetic methods
 KK2040.and adjusted by the National Geodetic Survey in January 1993..
 KK2040
 KK2040.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2040
 KK2040.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2040
 KK2040.The geoid height was determined by GEOID03.
 KK2040
 KK2040;                    North         East     Units Scale Factor Converg.
 KK2040;SPC CO N     -   344,377.656   876,176.452   MT  1.00000459   -0 17 16.5
 KK2040;SPC CO N     - 1,129,845.69  2,874,588.91   sFT  1.00000459   -0 17 16.5
 KK2040;SPC CO C     -   510,884.397   876,177.060   MT  0.99998849   -0 16 51.8
 KK2040;SPC CO C     - 1,676,126.56  2,874,590.90   sFT  0.99998849   -0 16 51.8
 KK2040;UTM  13      - 4,393,658.914   418,916.351   MT  0.99968094   -0 36 14.1
 KK2040
 KK2040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2040!SPC CO N     -   0.99939208  x   1.00000459  =   0.99939667
 KK2040!SPC CO C     -   0.99939208  x   0.99998849  =   0.99938058
 KK2040!UTM  13      -   0.99939208  x   0.99968094  =   0.99907321
 KK2040
 KK2040:                Primary Azimuth Mark                     Grid Az
 KK2040:SPC CO N     -  COON HILL AZ MK                          227 21 26.2
 KK2040:SPC CO C     -  COON HILL AZ MK                          227 21 01.5
 KK2040:UTM  13      -  COON HILL AZ MK                          227 40 23.8
 KK2040
 KK2040|---------------------------------------------------------------------|
 KK2040| PID    Reference Object                     Distance      Geod. Az  |
 KK2040|                                                           dddmmss.s |
 KK2040| CP6882 COON HILL AZ MK                                    2270409.7 |
 KK2040| CP6884 COON HILL RM 2                        9.065 METERS 24915     |
 KK2040| CP6883 COON HILL RM 1                        5.548 METERS 34616     |
 KK2040|---------------------------------------------------------------------|
 KK2040
 KK2040                          SUPERSEDED SURVEY CONTROL
 KK2040
 KK2040  NAD 83(1986)-  39 41 20.11091(N)    105 56 44.23303(W) AD(       ) 1
 KK2040  NAD 27      -  39 41 20.15800(N)    105 56 42.18300(W) AD(       ) 1
 KK2040  NGVD 29 (07/19/86) 3887.9    (m)        12756.     (f) VERT ANG       
 KK2040
 KK2040.Superseded values are not recommended for survey control.
 KK2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2040.See file dsdata.txt to determine how the superseded data were derived.
 KK2040
 KK2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD1891693659(NAD 83)
 KK2040_MARKER: DS = TRIANGULATION STATION DISK
 KK2040_SETTING: 80 = SET IN A BOULDER
 KK2040_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KK2040
 KK2040  HISTORY     - Date     Condition        Report By
 KK2040  HISTORY     - 1951     MONUMENTED       CGS
 KK2040  HISTORY     - 1955     GOOD             USGS
 KK2040  HISTORY     - 1959     GOOD             AMS
 KK2040
 KK2040                          STATION DESCRIPTION
 KK2040
 KK2040'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 KK2040'THE STATION IS LOCATED ON THE SUMMIT OF A PROMINENT ROUND-TOPPED
 KK2040'PEAK THAT IS LOCALLY KNOWN AS COON HILL.  IT IS ABOUT 8-1/2
 KK2040'MILES AIRLINE NORTHEAST OF DILLON, ABOUT 4 MILES AIRLINE
 KK2040'NORTHWEST OF LOVELAND PASS ON U.S. HIGHWAY 6, AND ABOUT 9
 KK2040'MILES AIRLINE NORTH-NORTHWEST OF MONTEZUMA.
 KK2040'
 KK2040'THE STATION IS A STANDARD DISK SET IN A DRILL HOLE IN A 1 BY
 KK2040'2-FOOT BOULDER THAT PROJECTS 5 INCHES.  IT IS AT THE EXTREME
 KK2040'NORTH END OF THE RIDGE THAT FORMS THE SUMMIT OF THE MOUNTAIN.
 KK2040'THE DISK IS STAMPED--COON HILL 1951.
 KK2040'
 KK2040'REFERENCE MARK NUMBER ONE IS ABOUT 2 FEET LOWER THAN THE STATION.
 KK2040'IT IS A STANDARD DISK SET IN A DRILL HOLE IN A 1-1/2 BY 2-FOOT
 KK2040'BOULDER THAT PROJECTS 8 INCHES.  THE DISK IS STAMPED--COON
 KK2040'HILL NO 1 1951.
 KK2040'
 KK2040'REFERENCE MARK NUMBER TWO IS ABOUT THE SAME ELEVATION AS THE
 KK2040'STATION.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN A 1-1/2
 KK2040'BY 3-FOOT BOULDER THAT IS FLUSH WITH THE GROUND.  THE DISK
 KK2040'IS STAMPED--COON HILL NO 2 1951.
 KK2040'
 KK2040'THE AZIMUTH MARK IS LOCATED NEAR AN OLD SAWMILL SITE.  IT IS
 KK2040'78 FEET SOUTH OF A TRACK ROAD, 83 FEET SOUTH OF A TRIANGULAR
 KK2040'BLAZED 10-INCH PINE TREE, 30 FEET NORTH OF STRAIGHT CREEK,
 KK2040'AND 165 FEET SOUTHWEST OF 2 TRIANGULAR BLAZED 10-INCH PINE
 KK2040'TREES.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN A 3 BY
 KK2040'3-FOOT BOULDER THAT PROJECTS 2 FEET.  THE DISK IS STAMPED--COON
 KK2040'HILL 1951.
 KK2040'
 KK2040'TO REACH THE STATION FROM THE POST OFFICE IN DILLON GO NORTH
 KK2040'ON STATE HIGHWAY 9 FOR 0.9 MILE TO A SIDE ROAD AND A BRIDGE
 KK2040'ON THE RIGHT.  TURN RIGHT, EASTERLY, AND GO 0.9 MILE TO A FORK.
 KK2040'TAKE THE LEFT FORK, NORTHERLY, AND GO 1.0 MILE TO A FORK ON THE
 KK2040'CREST OF THE RIDGE.  TAKE THE LEFT FORK DOWN INTO STRAIGHT
 KK2040'CREEK TO A BRIDGE OVER THE CREEK.  CROSS OVER THE BRIDGE AND
 KK2040'FOLLOW THE TRACK ROAD FOR 1.0 MILE TO A FORK THAT IS JUST
 KK2040'BEYOND AN OLD HOUSE.  TAKE THE LEFT FORK AND FOLLOW THE OLD
 KK2040'LOGGING ROAD FOR 2.8 MILES TO AN OLD SAWMILL SITE AND THE
 KK2040'AZIMUTH MARK ON THE RIGHT.  CONTINUE ON THE OLD LOGGING ROAD FOR
 KK2040'2.0 MILES TO ANOTHER OLD SAWMILL SITE AND THE END OF
 KK2040'TRUCK TRAVEL.  FROM THE END OF THE ROAD AT THE OLD
 KK2040'SAWMILL SITE PICK UP A TRAIL THAT GOES EASTERLY UP THE
 KK2040'CREEK FOR ABOUT 1/2 MILE TO A TRAIL FORKS.  TAKE THE TRAIL
 KK2040'TO THE LEFT AND GO UP THE STEEP SLOPE TO THE END OF THE
 KK2040'TRAIL AT TIMBERLINE.  CONTINUE, NORTH-NORTHEASTERLY, UP THE
 KK2040'STEEP SLOPE TO THE HIGHEST POINT OF THE ROUND-TOPPED PEAK
 KK2040'AND THE STATION.  NOTE--THE PACKING TIME FOR THIS STATION
 KK2040'OVER THIS ROUTE WILL REQUIRE ABOUT 4 HOURS.
 KK2040'
 KK2040'HEIGHT OF LIGHT ABOVE STATION MARK 1.42 METERS.
 KK2040
 KK2040                          STATION RECOVERY (1955)
 KK2040
 KK2040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 KK2040'RECOVERED IN GOOD CONDITION.
 KK2040
 KK2040                          STATION RECOVERY (1959)
 KK2040
 KK2040'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1959
 KK2040'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 KK2040'
 KK2040'THE MARK IS ON THE HIGHEST POINT OF THE PEAK, 115 FEET SOUTHEAST
 KK2040'OF A SHARP POINT OF OUTCROPPING ROCK.  46 FEET SOUTH-SOUTHWEST
 KK2040'OF SHARP DROP-OFF AT ROCKY OUTCROP.  92 FEET WEST OF SMALL
 KK2040'WHITE COLOURED HOLE.  AND 99 FEET NORTH-NORTHEAST OF THE
 KK2040'SOUTHEAST SHARP POINTED TIP OF A LARGE LIGHT COLORED ROCK
 KK2040'SLIDE ON WEST SLOPE OF MOUNTAIN.
 KK2040'
 KK2040'TO REACH STATION FROM THE LOVELAND BASIN SKI RESORT, JUST
 KK2040'NORTHWEST OF LOVELAND PASS, (ABOUT 1.5 MILES AIRLINE DISTANCE)
 KK2040'TAKE THE MAIN TRAVELED SWITCHBACK ROAD TO THE WEST-NORTHWEST
 KK2040'TO THE TOP OF THE CONTINENTAL DIVIDE, THENCE DOWN THE SOUTH
 KK2040'SLOPE KEEPING ON THE MAIN SWITCHBACK ROAD TO ITS TERMINATION
 KK2040'AT THE SOURCE OF STRAIGHT CREEK.  FROM HERE, PACK SOUTHWESTERLY
 KK2040'ALONG BASE OF THE NORTHEAST-SOUTHWEST RIDGE TO A STEEP GRASSY
 KK2040'SLOPE TO THE WEST AND JUST AT THE SOUTH SIDE OF THE PEAK.
 KK2040'FROM HERE PACK WESTERLY UP THE STEEP GRASSY SLOPE TO A POINT
 KK2040'ABOUT 0.1 MILES SOUTH OF THE PEAK, THENCE NORTH TO THE
 KK2040'HIGHEST POINT AND STATION SITE.  NOTE--PACKING TIME THIS WAY
 KK2040'IS ABOUT 1-1/2 HOURS IN PREFERENCE TO A 4 HOUR PACK BY THE
 KK2040'STRAIGHT CREEK ROUTE.  A FOUR-WHEEL DRIVE VEHICLE IS
 KK2040'REQUIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3408 ***********************************************************************
 AA3408  DESIGNATION -  COONTZ
 AA3408  PID         -  AA3408
 AA3408  STATE/COUNTY-  CO/DOUGLAS
 AA3408  USGS QUAD   -  PLATTE CANYON (1994)
 AA3408
 AA3408                         *CURRENT SURVEY CONTROL
 AA3408  ___________________________________________________________________
 AA3408* NAD 83(1992)-  39 24 03.33195(N)    105 10 05.87444(W)     ADJUSTED  
 AA3408* NAVD 88     -      1863.6    (meters)    6114.     (feet)  GPS OBS   
 AA3408  ___________________________________________________________________
 AA3408  X           -  -1,291,693.210 (meters)                     COMP
 AA3408  Y           -  -4,764,638.553 (meters)                     COMP
 AA3408  Z           -   4,027,983.164 (meters)                     COMP
 AA3408  LAPLACE CORR-         -10.60  (seconds)                    DEFLEC99
 AA3408  ELLIP HEIGHT-        1848.45  (meters)          (12/03/02) GPS OBS
 AA3408  GEOID HEIGHT-         -15.09  (meters)                     GEOID03
 AA3408
 AA3408  HORZ ORDER  -  FIRST
 AA3408  ELLP ORDER  -  FOURTH    CLASS II
 AA3408
 AA3408.The horizontal coordinates were established by GPS observations
 AA3408.and adjusted by the National Geodetic Survey in December 1994..
 AA3408
 AA3408.The orthometric height was determined by GPS observations and a
 AA3408.high-resolution geoid model.
 AA3408
 AA3408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3408
 AA3408.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3408
 AA3408.The ellipsoidal height was determined by GPS observations
 AA3408.and is referenced to NAD 83.
 AA3408
 AA3408.The geoid height was determined by GEOID03.
 AA3408
 AA3408;                    North         East     Units Scale Factor Converg.
 AA3408;SPC CO C     -   478,868.742   942,971.572   MT  0.99994957   +0 12 33.1
 AA3408;SPC CO C     - 1,571,088.53  3,093,732.57   sFT  0.99994957   +0 12 33.1
 AA3408;UTM  13      - 4,361,282.765   485,509.339   MT  0.99960259   -0 06 24.6
 AA3408
 AA3408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3408!SPC CO C     -   0.99971008  x   0.99994957  =   0.99965967
 AA3408!UTM  13      -   0.99971008  x   0.99960259  =   0.99931279
 AA3408
 AA3408                          SUPERSEDED SURVEY CONTROL
 AA3408
 AA3408  ELLIP H (12/14/94) 1848.49   (m)                       GP(       ) 3 1
 AA3408
 AA3408.Superseded values are not recommended for survey control.
 AA3408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3408.See file dsdata.txt to determine how the superseded data were derived.
 AA3408
 AA3408_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8550961283(NAD 83)
 AA3408_MARKER: DD = SURVEY DISK
 AA3408_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA3408_STAMPING: COONTZ
 AA3408_MARK LOGO: DCGIS 
 AA3408_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3408+STABILITY: SURFACE MOTION
 AA3408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3408+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2002
 AA3408
 AA3408  HISTORY     - Date     Condition        Report By
 AA3408  HISTORY     - 1993     MONUMENTED       MSAM
 AA3408  HISTORY     - 19950424 GOOD             CODOT
 AA3408  HISTORY     - 20020726 GOOD             USGS-R
 AA3408
 AA3408                          STATION DESCRIPTION
 AA3408
 AA3408'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1993 (KCH)
 AA3408'THE STATION IS LOCATED ABOUT 16.5 MILES (26.6 KM) WEST OF CASTLE ROCK,
 AA3408'COLORADO, ON THE WEST SIDE OF PLATTE RIVER ROAD AND EAST OF THE PLATTE
 AA3408'RIVER, IN SECTION 36, TOWNSHIP 7 SOUTH, RANGE 70 WEST OF THE 6TH P.M.,
 AA3408'OWNERSHIP-- DOUGLAS COUNTY. TO REACH THE STATION STATION FROM THE
 AA3408'INTERSECTION OF STATE HIGHWAY 85 (SANTA FE DRIVE) AND STATE HIGHWAY 67
 AA3408'IN SEDALIA, GO SOUTHWEST ON STATE HIGHWAY 67 FOR 9.8 MILES (15.8 KM)
 AA3408'TO THE INTERSECTION WITH RAMPART RANGE ROAD ON THE SOUTH, CONTINUE
 AA3408'WEST ON STATE HIGHWAY 67 FOR 3.3 MILES (5.3 KM) TO THE INTERSECTION
 AA3408'WITH PINE CREEK ROAD, GO WEST ON PINE CREEK ROAD (THE RIGHT FORK) FOR
 AA3408'2.95 MILES (4.75 KM) TO THE THREE WAY INTERSECTION WITH PLATTE RIVER
 AA3408'ROAD, GO NORTH ON PLATTE RIVER ROAD FOR 3.9 MILES (6.3 KM) TO THE
 AA3408'STATION ON THE WEST. THE STATION IS A BRASS DISK SET IN CONCRETE,
 AA3408'MARKED WITH A DOUGLAS COUNTY FIBERGLASS WITNESS POST, AT THE NORTH END
 AA3408'OF A LARGE PULL OUT, IT IS 14.8 FEET (4.5 M) SOUTH OF A BRASS SHINNER
 AA3408'22568 ON A SIGN POST NORTH OF THE PULL OUT AND ON THE WEST SIDE OF THE
 AA3408'ROAD, 151.3 FEET (46.1 M) NORTH OF A BRASS SHINNER 22568 ON A SIGN
 AA3408'POST IN THE PULL OUT AREA, AND 99.9 FEET (30.4 M) SOUTHWEST OF A BRASS
 AA3408'SHINNER 22568 ON 15 INCH DIA. PINE TREE EAST OF THE ROAD.
 AA3408
 AA3408                          STATION RECOVERY (1995)
 AA3408
 AA3408'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (KAW)
 AA3408'RECOVERED AS DESCRIBED.
 AA3408' 
 AA3408'ADD TO THE TO REACH DESCRIPTION -
 AA3408' 
 AA3408'TO REACH THE STATION FROM SOUTH PLATTE, PROCEED SOUTH ON DOUGLAS
 AA3408'COUNTY ROAD 97 (DCR 97) 0.6 MI (1.0 KM) TO THE STATION ON THE RIGHT.
 AA3408' 
 AA3408'TO REACH THE STATION FROM DECKERS, PROCEED NORTHEAST ON DOUGLAS COUNTY
 AA3408'AND JEFFERSON COUNTY ROAD 67 5.2 MI (8.4 KM) TO THE JUNCTION WITH DCR
 AA3408'97, CONTINUE NORTHEAST ON DCR 97 8.3 MI (13.4 KM) TO THE STATION ON
 AA3408'THE LEFT.
 AA3408
 AA3408                          STATION RECOVERY (2002)
 AA3408
 AA3408'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 2002 (JRB)
 AA3408'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1258 ***********************************************************************
 JK1258  DESIGNATION -  COOPER
 JK1258  PID         -  JK1258
 JK1258  STATE/COUNTY-  CO/FREMONT
 JK1258  USGS QUAD   -  COOPER MOUNTAIN (1954)
 JK1258
 JK1258                         *CURRENT SURVEY CONTROL
 JK1258  ___________________________________________________________________
 JK1258* NAD 83(1992)-  38 35 14.11341(N)    105 09 25.87429(W)     ADJUSTED  
 JK1258* NAVD 88     -      2790.0    (meters)    9154.     (feet)  VERTCON   
 JK1258  ___________________________________________________________________
 JK1258  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 JK1258  GEOID HEIGHT-         -15.79  (meters)                     GEOID03
 JK1258
 JK1258  HORZ ORDER  -  THIRD
 JK1258
 JK1258.The horizontal coordinates were established by classical geodetic methods
 JK1258.and adjusted by the National Geodetic Survey in January 1993..
 JK1258
 JK1258.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1258
 JK1258.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1258
 JK1258.The geoid height was determined by GEOID03.
 JK1258
 JK1258;                    North         East     Units Scale Factor Converg.
 JK1258;SPC CO C     -   388,547.736   944,269.426   MT  0.99997585   +0 12 58.4
 JK1258;SPC CO C     - 1,274,760.36  3,097,990.61   sFT  0.99997585   +0 12 58.4
 JK1258;UTM  13      - 4,270,987.021   486,310.148   MT  0.99960231   -0 05 52.9
 JK1258
 JK1258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1258!SPC CO C     -   0.99956491  x   0.99997585  =   0.99954077
 JK1258!UTM  13      -   0.99956491  x   0.99960231  =   0.99916739
 JK1258
 JK1258:                Primary Azimuth Mark                     Grid Az
 JK1258:SPC CO C     -  P 418=NIPPLE                             025 03 32.3
 JK1258:UTM  13      -  P 418=NIPPLE                             025 22 23.6
 JK1258
 JK1258|---------------------------------------------------------------------|
 JK1258| PID    Reference Object                     Distance      Geod. Az  |
 JK1258|                                                           dddmmss.s |
 JK1258| JK1256 P 418=NIPPLE                        APPROX. 6.5 KM 0251630.7 |
 JK1258|---------------------------------------------------------------------|
 JK1258
 JK1258                          SUPERSEDED SURVEY CONTROL
 JK1258
 JK1258  NAD 83(1986)-  38 35 14.10347(N)    105 09 25.87640(W) AD(       ) 3
 JK1258  NAD 27      -  38 35 14.09715(N)    105 09 23.91621(W) AD(       ) 3
 JK1258  NGVD 29 (07/19/86) 2788.8    (m)         9150.     (f) VERT ANG       
 JK1258
 JK1258.Superseded values are not recommended for survey control.
 JK1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1258.See file dsdata.txt to determine how the superseded data were derived.
 JK1258
 JK1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC8631070987(NAD 83)
 JK1258
 JK1258  HISTORY     - Date     Condition        Report By
 JK1258  HISTORY     - 1940     MONUMENTED       USGS
 JK1258  HISTORY     - 1953     GOOD             USGS
 JK1258
 JK1258                          STATION DESCRIPTION
 JK1258
 JK1258'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 JK1258'THE STATION IS ON THE W. SIDE AND HIGHEST POINT OF COOPER MOUNTAIN,
 JK1258'A WELL KNOWN POINT BETWEEN PHANTOM CANYON AND GARDEN PARK.
 JK1258'
 JK1258'THE STATION IS BEST REACHED FROM THE JUNCTION OF STATE HIGHWAYS 120
 JK1258'AND 67.  TAKE STATE HIGHWAY 67 N. UP PHANTOM CANYON 14.6 MI. TO A DIM
 JK1258'RD. LEFT, UP A SIDE CANYON, FOLLOW SAID DIM RD. 0.5 MI. TO HUNTING
 JK1258'CAMP, THENCE ON FOOT UP CANYON KEEPING LEFT HAND TRAIL TO TOP OF
 JK1258'COOPER MOUNTAIN.  WALKING TIME - 1 HOUR.
 JK1258'
 JK1258'STATION MARK--STANDARD BRONZE STATION TABLET, CEMENTED IN ROCK IN
 JK1258'PLACE, STAMPED ---COOPER-R 1940---.
 JK1258'
 JK1258'REFERENCE MARK--STANDARD BRONZE REFERENCE TABLET, CEMENTED IN ROCK
 JK1258'IN PLACE, STAMPED ---NO. 1---, 102 FT. FROM STATION,
 JK1258'S 60 DEG 27 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0230 ***********************************************************************
 JJ0230  DESIGNATION -  COORS
 JJ0230  PID         -  JJ0230
 JJ0230  STATE/COUNTY-  CO/PROWERS
 JJ0230  USGS QUAD   -  LAMAR EAST (1979)
 JJ0230
 JJ0230                         *CURRENT SURVEY CONTROL
 JJ0230  ___________________________________________________________________
 JJ0230* NAD 83(1986)-  38 00 49.     (N)    102 36 49.     (W)     SCALED    
 JJ0230* NAVD 88     -      1158.14   (+/-2cm)    3799.7    (feet)  VERTCON   
 JJ0230  ___________________________________________________________________
 JJ0230  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 JJ0230
 JJ0230  VERT ORDER  -  THIRD ? (See Below)
 JJ0230
 JJ0230.The horizontal coordinates were scaled from a topographic map and have
 JJ0230.an estimated accuracy of +/- 6 seconds.
 JJ0230
 JJ0230.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0230.The vertical order pertains to the NGVD 29 superseded value.
 JJ0230
 JJ0230.The geoid height was determined by GEOID03.
 JJ0230
 JJ0230;                    North         East    Units  Estimated Accuracy
 JJ0230;SPC CO S     -   458,210.    1,167,820.      MT  (+/- 180 meters Scaled)
 JJ0230
 JJ0230                          SUPERSEDED SURVEY CONTROL
 JJ0230
 JJ0230  NGVD 29 (07/19/86) 1157.57   (m)         3797.8    (f) LEVELING    3  
 JJ0230
 JJ0230.Superseded values are not recommended for survey control.
 JJ0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0230.See file dsdata.txt to determine how the superseded data were derived.
 JJ0230
 JJ0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC094100(NAD 83)
 JJ0230_MARKER: DS = TRIANGULATION STATION DISK
 JJ0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0230_STAMPING: COORS 1954 1968
 JJ0230_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JJ0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0230+STABILITY: SURFACE MOTION
 JJ0230
 JJ0230  HISTORY     - Date     Condition        Report By
 JJ0230  HISTORY     - 1954     MONUMENTED       CGS
 JJ0230  HISTORY     - 1954     GOOD             CGS
 JJ0230  HISTORY     - 1968     SEE DESCRIPTION  CGS
 JJ0230  HISTORY     - 1980     SEE DESCRIPTION  NGS
 JJ0230
 JJ0230                          STATION DESCRIPTION
 JJ0230
 JJ0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0230'STATION IS LOCATED, AIRLINE, ABOUT 5-1/4 MILES SOUTH OF LAMAR,
 JJ0230'ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY 287 AND ON A SMALL RISE.
 JJ0230'
 JJ0230'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S. HIGHWAYS
 JJ0230'50 AND 287 IN THE CENTER OF LAMAR, GO SOUTH ON U.S. HIGHWAY 287
 JJ0230'FOR 5.4 MILES TO THE STATION ON THE RIGHT JUST BEFORE REACHING A
 JJ0230'CROSS ROAD.
 JJ0230'
 JJ0230'STATION MARK, STAMPED COORS 1954, IS A STANDARD DISK SET IN THE
 JJ0230'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.
 JJ0230'IT IS 6.0 FEET EAST OF A WITNESS POST, 7.0 FEET EAST OF THE FENCE
 JJ0230'LINE AND 8.0 FEET EAST OF A TELEPHONE POLE.
 JJ0230'
 JJ0230'REFERENCE MARK NUMBER 1, STAMPED COORS NO 1 1954, IS A STANDARD
 JJ0230'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 JJ0230'PROJECTS 3 INCHES AND IS AT THE STATION ELEVATION.  IT IS 2.0
 JJ0230'FEET EAST OF A FENCE POST.
 JJ0230'
 JJ0230'USC AND GS BM F 38 IS A STANDARD DISK, STAMPED F 38 1933, SET
 JJ0230'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 10
 JJ0230'INCHES AND IS ABOUT 3 FEET LOWER THAN THE STATION.  THIS MARK
 JJ0230'SERVES AS REFERENCE MARK NUMBER 2.  IT IS IN THE SOUTHWEST
 JJ0230'ANGLE OF A CROSS ROAD, 8 INCHES NORTH OF A WITNESS POST AND
 JJ0230'1.5 FEET WEST OF A HIGHWAY STOP SIGN.
 JJ0230'
 JJ0230'AZIMUTH MARK, STAMPED COORS 1954, IS A STANDARD DISK SET IN THE
 JJ0230'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 JJ0230'TO REACH FROM THE STATION, GO SOUTH ON U.S. HIGHWAY 287 FOR
 JJ0230'1.1 MILES TO AN IRON GATE ON THE LEFT AND THE AZIMUTH MARK.
 JJ0230'IT IS 6.0 FEET NORTH NORTHWEST OF A FENCE CORNER AND 5.0 FEET
 JJ0230'NORTH OF AN 8 INCH CONCRETE HIGHWAY R.O.W. MARKER.
 JJ0230'
 JJ0230'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JJ0230
 JJ0230                          STATION RECOVERY (1954)
 JJ0230
 JJ0230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 JJ0230'5.4 MI S FROM LAMAR.
 JJ0230'ABOUT 5.4 MILES SOUTH ALONG U.S. HIGHWAY 287 FROM THE COUNTY
 JJ0230'COURTHOUSE AT LAMAR, IN THE NORTHWEST ANGLE OF A CROSSROAD, 340
 JJ0230'FEET NORTH OF THE CENTER OF AN EAST-WEST GRAVELED ROAD, 68.5 FEET
 JJ0230'WEST OF THE CENTER OF U.S. HIGHWAY 287, 63.46 FEET NORTH-NORTHWEST
 JJ0230'OF BENCH MARK F 38 RESET 1968, 26.92 FEET SOUTH-SOUTHEAST OF COORS
 JJ0230'R.M. NO. 2 1954 1968, 7.5 FEET EAST OF A TELEPHONE POLE, 7.5 FEET
 JJ0230'EAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A ROUND CONCRETE
 JJ0230'POST WHICH IS 8 INCHES BELOW THE SURFACE OF THE GROUND.
 JJ0230
 JJ0230                          STATION RECOVERY (1968)
 JJ0230
 JJ0230'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JJ0230'THE STATION SURFACE MARK AND REFERENCE MARK NO. 1 WERE DESTROYED
 JJ0230'BY ROAD CONSTRUCTION.  BENCH MARK F38, AZIMUTH MARK, AND THE
 JJ0230'STATION UNDERGROUND MARK WERE RECOVERED AND FOUND IN GOOD
 JJ0230'CONDITION.  BENCH MARK F 38 WAS IN THE WAY OF HIGHWAY CONSTRUCTION
 JJ0230'AND HAD TO BE RESET.
 JJ0230'
 JJ0230'A NEW SURFACE STATION MARK, REFERENCE MARK NO. 2, AND BENCH
 JJ0230'MARK F 38 RESET WERE SET.
 JJ0230'
 JJ0230'FOLLOW IS A COMPLETE DESCRIPTION.
 JJ0230'
 JJ0230'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN LAMAR, GO SOUTH
 JJ0230'ON U.S. HIGHWAY 287 FOR 5.15 MILES TO A CROSSROAD AND THE STATION
 JJ0230'ON THE RIGHT.  (CONTINUE SOUTH ON U.S. HIGHWAY 287 FOR 1.1 MILES
 JJ0230'TO A FIELD APPROACH, METAL GATE, AND THE AZIMUTH MARK ON THE
 JJ0230'LEFT.)
 JJ0230'
 JJ0230'THE STATION SURFACE DISK, A STANDARD DISK STAMPED COORS 1954
 JJ0230'1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 8 INCHES
 JJ0230'BELOW THE SURFACE OF THE GROUND.  IT IS 340 FEET NORTH OF THE
 JJ0230'CENTER OF AN EAST-WEST ROAD, 68.5 FEET WEST OF THE CENTER OF
 JJ0230'U.S. HIGHWAY 287, 7.5 FEET EAST OF A TELEPHONE POLE AND A METAL
 JJ0230'WITNESS POST.  THE UNDERGROUND DISK IS STAMPED COORS 1954, IS
 JJ0230'SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE
 JJ0230'SURFACE OF THE GROUND.
 JJ0230'
 JJ0230'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED COORS NO. 2 1954
 JJ0230'1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 JJ0230'2 INCHES.  IT IS 76.5 FEET WEST OF THE CENTER OF U.S. HIGHWAY 287,
 JJ0230'1.5 FEET NORTH OF A METAL WITNESS POST, AND 1 FOOT EAST OF A
 JJ0230'FENCE.
 JJ0230'
 JJ0230'BENCH MARK F 38 RESET, A STANDARD COAST AND GEODETIC BENCH MARK
 JJ0230'DISK STAMPED F 38 RESET 1968, IS SET IN THE TOP OF A ROUND CONCRETE
 JJ0230'POST WHICH PROJECTS 2 INCHES.  IT IS 278 FEET NORTH OF THE CENTER
 JJ0230'OF THE EAST-WEST ROAD, 76.5 FEET WEST OF THE CENTER OF U.S.
 JJ0230'HIGHWAY 287, 1.5 FEET NORTH OF A METAL WITNESS POST, AND 1 FOOT
 JJ0230'EAST OF A FENCE.
 JJ0230'
 JJ0230'AZIMUTH MARK, A STANDARD DISK STAMPED COORS 1954, IS SET IN THE TOP
 JJ0230'OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 73.5
 JJ0230'FEET EAST OF THE CENTER OF U.S. HIGHWAY 287, 19.5 FEET NORTH OF
 JJ0230'THE CENTER OF A METAL GATE, 1.5 FEET WEST OF A FENCE, AND 1
 JJ0230'FOOT NORTH OF A METAL WITNESS POST.
 JJ0230'
 JJ0230'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.15 MILES
 JJ0230'SOUTH OF LAMAR
 JJ0230
 JJ0230                          STATION RECOVERY (1980)
 JJ0230
 JJ0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 JJ0230'STATION SURFACE MARK WAS FOUND DISTURBED AND OUT OF POSITION.  BENCH
 JJ0230'MARK F 38 RESET, REFERENCE MARK 2 AND AZIMUTH MARK WERE RECOVERED AND
 JJ0230'ARE IN GOOD CONDITION.  A NEW STATION SURFACE MARK WAS ESTABLISHED AT
 JJ0230'THIS TIME.  DISTANCE AND DIRECTION TO MARKS COMPARED FAVORABLY WITH
 JJ0230'PREVIOUS DATA.
 JJ0230'
 JJ0230'STATION IS REACHED FROM THE INTERSECTION OF MAIN AND OAK STREETS IN
 JJ0230'LAMAR.  GO SOUTH ON MAIN STREET, U.S. HIGHWAY 287 FOR 4.15 MILES TO
 JJ0230'COUNTY ROAD DD ON THE RIGHT, CONTINUE SOUTH ON HIGHWAY 287 FOR 0.85
 JJ0230'MILE TO A FARM HOUSE ON THE RIGHT, CONTINUE SOUTH ON HIGHWAY 287 FOR
 JJ0230'0.15 MILE TO THE STATION ON RIGHT, AS DESCRIBED.  CONTINUE SOUTH ON
 JJ0230'HIGHWAY 287 FOR 1.1 MILES TO A GATE AND AZIMUTH MARK ON THE LEFT.
 JJ0230'
 JJ0230'STATION IS A STANDARD DISK, STAMPED---COORS 1954 1980---SET IN THE
 JJ0230'TOP OF A ROUND CONCRETE MONUMENT ABOUT 8 INCHES BELOW THE GROUND, 340
 JJ0230'FEET NORTH OF COUNTY ROAD CC, 69 FEET WEST OF CENTER U.S. HIGHWAY 287,
 JJ0230'7.3 FEET EAST OF A FENCE AND A METAL WITNESS POST, 2.4 FEET SOUTH
 JJ0230'SOUTHWEST OF A METAL WITNESS POST.
 JJ0230'
 JJ0230'BENCH MARK F 38 IS A STANDARD DISK, STAMPED---F 38 RESET 1968---SET
 JJ0230'IN THE TOP OF A ROUND CONCRETE MONUMENT ABOUT 2 INCHES BELOW GROUND,
 JJ0230'76 FEET WEST OF CENTER HIGHWAY 287, 3 INCHES EAST OF THE FENCE, 1.3
 JJ0230'FEET NORTH OF A METAL WITNESS POST.
 JJ0230'
 JJ0230'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---COORS NO 2 1954---
 JJ0230'SET IN THE TOP OF A ROUND CONCRETE MONUMENT ABOUT 4 INCHES BELOW THE
 JJ0230'GROUND, 76 FEET WEST OF CENTER HIGHWAY 287, 6 INCHES EAST OF THE
 JJ0230'FENCE, 1.6 FEET NORTH OF A METAL WITNESS POST.
 JJ0230'
 JJ0230'AZIMUTH MARK IS A STANDARD DISK, STAMPED---COORS 1954---SET IN THE
 JJ0230'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES, 73 FEET
 JJ0230'EAST OF CENTER U.S. HIGHWAY 287, 14 FEET NORTH OF NORTH GATE POST OF A
 JJ0230'GATE, 1.8 FEET EAST OF A FENCE, 1.4 FEET NORTH OF A METAL WITNESS
 JJ0230'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0276 ***********************************************************************
 HJ0276  DESIGNATION -  COORS AZ MK
 HJ0276  PID         -  HJ0276
 HJ0276  STATE/COUNTY-  CO/PROWERS
 HJ0276  USGS QUAD   -  CAT CREEK NE (1968)
 HJ0276
 HJ0276                         *CURRENT SURVEY CONTROL
 HJ0276  ___________________________________________________________________
 HJ0276* NAD 83(1986)-  37 59 53.     (N)    102 36 52.     (W)     SCALED    
 HJ0276* NAVD 88     -      1157.515  (meters)    3797.61   (feet)  ADJUSTED  
 HJ0276  ___________________________________________________________________
 HJ0276  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 HJ0276  DYNAMIC HT  -        1156.393 (meters)    3793.93  (feet)  COMP
 HJ0276  MODELED GRAV-     979,620.6   (mgal)                       NAVD 88
 HJ0276
 HJ0276  VERT ORDER  -  FIRST     CLASS II
 HJ0276
 HJ0276.The horizontal coordinates were scaled from a topographic map and have
 HJ0276.an estimated accuracy of +/- 6 seconds.
 HJ0276
 HJ0276.The orthometric height was determined by differential leveling
 HJ0276.and adjusted by the National Geodetic Survey in June 1991..
 HJ0276
 HJ0276.The geoid height was determined by GEOID03.
 HJ0276
 HJ0276.The dynamic height is computed by dividing the NAVD 88
 HJ0276.geopotential number by the normal gravity value computed on the
 HJ0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0276.degrees latitude (g = 980.6199 gals.).
 HJ0276
 HJ0276.The modeled gravity was interpolated from observed gravity values.
 HJ0276
 HJ0276;                    North         East    Units  Estimated Accuracy
 HJ0276;SPC CO S     -   456,480.    1,167,800.      MT  (+/- 180 meters Scaled)
 HJ0276
 HJ0276                          SUPERSEDED SURVEY CONTROL
 HJ0276
 HJ0276.No superseded survey control is available for this station.
 HJ0276
 HJ0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC094082(NAD 83)
 HJ0276_MARKER: DZ = AZIMUTH MARK DISK
 HJ0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0276_SP_SET: CONCRETE POST
 HJ0276_STAMPING: COORS 1954
 HJ0276_MARK LOGO: CGS   
 HJ0276_PROJECTION: PROJECTING 8 CENTIMETERS
 HJ0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0276+STABILITY: SURFACE MOTION
 HJ0276
 HJ0276  HISTORY     - Date     Condition        Report By
 HJ0276  HISTORY     - 1954     MONUMENTED       CGS
 HJ0276  HISTORY     - 1985     GOOD             NGS
 HJ0276
 HJ0276                          STATION DESCRIPTION
 HJ0276
 HJ0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HJ0276'9.8 KM (6.1 MI) SOUTH FROM LAMAR.
 HJ0276'9.8 KM (6.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 HJ0276'IN LAMAR, 1.7 KM (1.05 MI) SOUTH OF THE INTERSECTION OF COUNTY ROAD
 HJ0276'CC, 23.2 M (76.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 3.7 M
 HJ0276'(12.1 FT) NORTH OF THE CENTER OF A WIRE GATE AND FIELD ENTRANCE, AND
 HJ0276'0.3 M (1.0 FT) EAST OF A WIRE FENCE.
 HJ0276'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 HJ0276'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0700 ***********************************************************************
 JJ0700  DESIGNATION -  COORS RESET
 JJ0700  PID         -  JJ0700
 JJ0700  STATE/COUNTY-  CO/PROWERS
 JJ0700  USGS QUAD   -  LAMAR EAST (1979)
 JJ0700
 JJ0700                         *CURRENT SURVEY CONTROL
 JJ0700  ___________________________________________________________________
 JJ0700* NAD 83(1992)-  38 00 49.42472(N)    102 36 48.94125(W)     ADJUSTED  
 JJ0700* NAVD 88     -      1158.301  (meters)    3800.19   (feet)  ADJUSTED  
 JJ0700  ___________________________________________________________________
 JJ0700  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 JJ0700  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 JJ0700  DYNAMIC HT  -        1157.184 (meters)    3796.53  (feet)  COMP
 JJ0700  MODELED GRAV-     979,624.8   (mgal)                       NAVD 88
 JJ0700
 JJ0700  HORZ ORDER  -  THIRD
 JJ0700  VERT ORDER  -  FIRST     CLASS II
 JJ0700
 JJ0700.The horizontal coordinates were established by classical geodetic methods
 JJ0700.and adjusted by the National Geodetic Survey in January 1993..
 JJ0700
 JJ0700.The orthometric height was determined by differential leveling
 JJ0700.and adjusted by the National Geodetic Survey in June 1991..
 JJ0700
 JJ0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0700
 JJ0700.The geoid height was determined by GEOID03.
 JJ0700
 JJ0700.The dynamic height is computed by dividing the NAVD 88
 JJ0700.geopotential number by the normal gravity value computed on the
 JJ0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0700.degrees latitude (g = 980.6199 gals.).
 JJ0700
 JJ0700.The modeled gravity was interpolated from observed gravity values.
 JJ0700
 JJ0700;                    North         East     Units Scale Factor Converg.
 JJ0700;SPC CO S     -   458,219.495 1,167,821.698   MT  0.99995029   +1 46 13.6
 JJ0700;SPC CO S     - 1,503,341.79  3,831,428.35   sFT  0.99995029   +1 46 13.6
 JJ0700;UTM  13      - 4,210,026.011   709,495.704   MT  1.00014057   +1 28 12.7
 JJ0700
 JJ0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0700!SPC CO S     -   0.99982193  x   0.99995029  =   0.99977222
 JJ0700!UTM  13      -   0.99982193  x   1.00014057  =   0.99996247
 JJ0700
 JJ0700|---------------------------------------------------------------------|
 JJ0700| PID    Reference Object                     Distance      Geod. Az  |
 JJ0700|                                                           dddmmss.s |
 JJ0700| JJ0228 F 38                                112.441 METERS 17628     |
 JJ0700| HJ0276 COORS AZ MK                                        1781256.2 |
 JJ0700| JJ0229 F 38 RESET                           19.341 METERS 18623     |
 JJ0700| JJ0231 COORS RM 2                            8.207 METERS 34548     |
 JJ0700| CM7864 COORS RM 1                            8.325 METERS 34947     |
 JJ0700|---------------------------------------------------------------------|
 JJ0700
 JJ0700                          SUPERSEDED SURVEY CONTROL
 JJ0700
 JJ0700  NAD 83(1986)-  38 00 49.42085(N)    102 36 48.93450(W) AD(       ) 3
 JJ0700
 JJ0700.Superseded values are not recommended for survey control.
 JJ0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0700.See file dsdata.txt to determine how the superseded data were derived.
 JJ0700
 JJ0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC0949610026(NAD 83)
 JJ0700_MARKER: DH = HORIZONTAL CONTROL DISK
 JJ0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0700_SP_SET: CONCRETE POST
 JJ0700_STAMPING: COORS 1954 1980
 JJ0700_MARK LOGO: NGS   
 JJ0700_PROJECTION: RECESSED 25 CENTIMETERS
 JJ0700_MAGNETIC: N = NO MAGNETIC MATERIAL
 JJ0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0700+STABILITY: SURFACE MOTION
 JJ0700
 JJ0700  HISTORY     - Date     Condition        Report By
 JJ0700  HISTORY     - 1980     MONUMENTED       NGS
 JJ0700  HISTORY     - 1985     GOOD             NGS
 JJ0700
 JJ0700                          STATION DESCRIPTION
 JJ0700
 JJ0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 JJ0700'STATION SURFACE MARK WAS FOUND DISTURBED AND OUT OF POSITION.  BENCH
 JJ0700'MARK F 38 RESET, REFERENCE MARK 2 AND AZIMUTH MARK WERE RECOVERED AND
 JJ0700'ARE IN GOOD CONDITION.  A NEW STATION SURFACE MARK WAS ESTABLISHED AT
 JJ0700'THIS TIME.  DISTANCE AND DIRECTION TO MARKS COMPARED FAVORABLY WITH
 JJ0700'PREVIOUS DATA.
 JJ0700' 
 JJ0700'STATION IS REACHED FROM THE INTERSECTION OF MAIN AND OAK STREETS IN
 JJ0700'LAMAR.  GO SOUTH ON MAIN STREET, U.S. HIGHWAY 287 FOR 4.15 MILES (6.68
 JJ0700'KM) TO COUNTY ROAD DD ON THE RIGHT, CONTINUE SOUTH ON HIGHWAY 287 FOR
 JJ0700'0.85 MILE (1.37 KM) TO A FARM HOUSE ON THE RIGHT, CONTINUE SOUTH ON
 JJ0700'HIGHWAY 287 FOR 0.15 MILE (0.24 KM) TO THE STATION ON RIGHT, AS
 JJ0700'DESCRIBED.  CONTINUE SOUTH ON HIGHWAY 287 FOR 1.1 MILES (1.8 KM) TO A
 JJ0700'GATE AND AZIMUTH MARK ON THE LEFT.
 JJ0700' 
 JJ0700'STATION IS A STANDARD DISK STAMPED--COORS 1954 1980--, SET IN THE TOP
 JJ0700'OF A ROUND CONCRETE MONUMENT ABOUT 8 INCHES BELOW THE GROUND, 340 FEET
 JJ0700'(103.6 M) NORTH OF COUNTY ROAD CC, 69 FEET (21.0 M) WEST OF CENTER
 JJ0700'U.S. HIGHWAY 287, 7.3 FEET (2.2 M) EAST OF A FENCE AND A METAL WITNESS
 JJ0700'POST, 2.4 FEET (0.7 M) SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 JJ0700' 
 JJ0700'BENCH MARK F 38 IS A STANDARD DISK STAMPED--F 38 RESET 1968--, SET IN
 JJ0700'THE TOP OF A ROUND CONCRETE MONUMENT ABOUT 2 INCHES BELOW GROUND, 76
 JJ0700'FEET (23.2 M) WEST OF CENTER HIGHWAY 287, 3 INCHES EAST OF THE FENCE,
 JJ0700'1.3 FEET (0.4 M) NORTH OF A METAL WITNESS POST.
 JJ0700' 
 JJ0700'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--COORS NO 2 1954--, SET IN
 JJ0700'THE TOP OF A ROUND CONCRETE MONUMENT ABOUT 4 INCHES BELOW THE GROUND,
 JJ0700'76 FEET (23.2 M) WEST OF CENTER HIGHWAY 287, 6 INCHES EAST OF THE
 JJ0700'FENCE 1.6 FEET (0.5 M) NORTH OF A METAL WITNESS POST.
 JJ0700' 
 JJ0700'AZIMUTH MARK IS A STANDARD DISK STAMPED--COORS 1954--, SET IN THE TOP
 JJ0700'OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES, 73 FEET (22.3
 JJ0700'M) EAST OF CENTER U.S. HIGHWAY 287.  14 FEET (4.3 M) NORTH OF NORTH
 JJ0700'GATE POST OF GATE, 1.8 FEET (0.5 M) EAST OF A FENCE, 1.4 FEET (0.4 M)
 JJ0700'NORTH OF A METAL WITNESS POST.
 JJ0700
 JJ0700                          STATION RECOVERY (1985)
 JJ0700
 JJ0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0700'8.0 KM (5.0 MI) SOUTH FROM LAMAR.
 JJ0700'8.0 KM (5.0 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 JJ0700'IN LAMAR, 106.1 M (348.1 FT) NORTH OF THE CENTER OF COUNTY ROAD CC,
 JJ0700'25.9 M (85.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 19.3 M
 JJ0700'(63.5 FT) NORTH OF BENCH MARK F 38 RESET 1968.
 JJ0700'THE MARK IS 1.0 METERS  SSW FROM  A WITNESS POST
 JJ0700'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0468 ***********************************************************************
 KJ0468  DESIGNATION -  COPE
 KJ0468  PID         -  KJ0468
 KJ0468  STATE/COUNTY-  CO/WASHINGTON
 KJ0468  USGS QUAD   -  COPE (1977)
 KJ0468
 KJ0468                         *CURRENT SURVEY CONTROL
 KJ0468  ___________________________________________________________________
 KJ0468* NAD 83(1992)-  39 40 37.86062(N)    102 51 32.30078(W)     ADJUSTED  
 KJ0468* NAVD 88     -      1359.     (meters)    4459.     (feet)  SCALED    
 KJ0468  ___________________________________________________________________
 KJ0468  LAPLACE CORR-          -4.64  (seconds)                    DEFLEC99
 KJ0468  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 KJ0468
 KJ0468  HORZ ORDER  -  FIRST
 KJ0468
 KJ0468.The horizontal coordinates were established by classical geodetic methods
 KJ0468.and adjusted by the National Geodetic Survey in January 1993..
 KJ0468
 KJ0468.The orthometric height was scaled from a topographic map.
 KJ0468
 KJ0468.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0468
 KJ0468.The geoid height was determined by GEOID03.
 KJ0468
 KJ0468;                    North         East     Units Scale Factor Converg.
 KJ0468;SPC CO N     -   346,352.249 1,140,955.776   MT  1.00000661   +1 42 23.2
 KJ0468;SPC CO N     - 1,136,324.00  3,743,285.74   sFT  1.00000661   +1 42 23.2
 KJ0468;SPC CO C     -   512,780.610 1,140,952.782   MT  0.99998641   +1 39 56.4
 KJ0468;SPC CO C     - 1,682,347.72  3,743,275.92   sFT  0.99998641   +1 39 56.4
 KJ0468;UTM  13      - 4,394,119.748   683,623.151   MT  1.00001513   +1 22 02.4
 KJ0468
 KJ0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0468!SPC CO N     -   0.99979026  x   1.00000661  =   0.99979687
 KJ0468!SPC CO C     -   0.99979026  x   0.99998641  =   0.99977667
 KJ0468!UTM  13      -   0.99979026  x   1.00001513  =   0.99980539
 KJ0468
 KJ0468|---------------------------------------------------------------------|
 KJ0468| PID    Reference Object                     Distance      Geod. Az  |
 KJ0468|                                                           dddmmss.s |
 KJ0468| CP6886 COPE RM 1                            18.063 METERS 17957     |
 KJ0468| CP6885 COPE AZ MK                                         1802226.2 |
 KJ0468| CP6887 COPE RM 2                            17.528 METERS 30114     |
 KJ0468|---------------------------------------------------------------------|
 KJ0468
 KJ0468                          SUPERSEDED SURVEY CONTROL
 KJ0468
 KJ0468  NAD 83(1986)-  39 40 37.85662(N)    102 51 32.29907(W) AD(       ) 1
 KJ0468  NAD 27      -  39 40 37.90036(N)    102 51 30.53516(W) AD(       ) 1
 KJ0468
 KJ0468.Superseded values are not recommended for survey control.
 KJ0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0468.See file dsdata.txt to determine how the superseded data were derived.
 KJ0468
 KJ0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD8362394120(NAD 83)
 KJ0468_MARKER: DS = TRIANGULATION STATION DISK
 KJ0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0468_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KJ0468
 KJ0468  HISTORY     - Date     Condition        Report By
 KJ0468  HISTORY     - 1968     MONUMENTED       CGS
 KJ0468
 KJ0468                          STATION DESCRIPTION
 KJ0468
 KJ0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KJ0468'THE STATION IS LOCATED ON THE WEST RIGHT-OF-WAY OF A NORTH-SOUTH
 KJ0468'GRAVELED ROAD, IN THE EAST LINE OF SECTION 28, NEAR THE HALF
 KJ0468'SECTION, T. 4 S. R. 49 W., ABOUT 1 MILE NORTH-NORTHWEST OF COPE
 KJ0468'AND 1/2 MILE NORTH OF U.S. HIGHWAY 36.
 KJ0468'
 KJ0468'TO REACH THE STATION FROM THE POST OFFICE IN COPE, GO NORTH
 KJ0468'AND WEST ON U.S. HIGHWAY 36 FOR 0.9 MILE TO A SIDE ROAD ON THE
 KJ0468'RIGHT AND THE AZIMUTH MARK IN THE NORTHWEST ANGLE.  TURN RIGHT
 KJ0468'AND GO NORTH ON A GRAVELED ROAD FOR 0.45 MILE TO THE STATION ON
 KJ0468'THE LEFT, JUST BEFORE REACHING A GRAVEL PIT ON THE LEFT.
 KJ0468'
 KJ0468'THE STATION MARK IS A STANDARD DISK STAMPED COPE 1968, SET IN THE
 KJ0468'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2
 KJ0468'INCHES ABOVE THE GROUND.  IT IS 34 FEET WEST OF THE CENTER OF
 KJ0468'THE GRAVELED ROAD, 3.6 FEET NORTHWEST OF A FENCE CORNER POST, 2.7
 KJ0468'FEET NORTHWEST OF A METAL WITNESS POST AND 2.5 FEET
 KJ0468'NORTH-NORTHEAST OF A WIRE FENCE.
 KJ0468'
 KJ0468'REFERENCE MARK 1 IS A STANDARD DISK STAMPED COPE NO 1 1968, SET
 KJ0468'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KJ0468'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 56.7 FEET SOUTH OF THE
 KJ0468'METAL WITNESS POST, 56 FEET SOUTH OF THE FENCE CORNER POST, 34
 KJ0468'FEET WEST OF THE CENTER OF THE GRAVELED ROAD AND 1 FOOT WEST
 KJ0468'OF A WIRE FENCE.
 KJ0468'
 KJ0468'REFERENCE MARK 2 IS A STANDARD DISK STAMPED COPE NO 2 1968, SET
 KJ0468'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KJ0468'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 84 FEET WEST OF THE
 KJ0468'CENTER OF THE GRAVELED ROAD, 60.5 FEET WEST-NORTHWEST OF THE
 KJ0468'FENCE CORNER POST AND 1.3 FEET NORTH-NORTHEAST OF THE WIRE FENCE.
 KJ0468'
 KJ0468'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COPE 1968, SET IN
 KJ0468'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KJ0468'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 134 FEET NORTH OF THE
 KJ0468'CENTER OF U.S. HIGHWAY 36, 36 FEET WEST OF THE CENTER OF THE
 KJ0468'GRAVELED ROAD, 18 FEET SOUTH-SOUTHWEST OF THE CENTER OF A WIRE
 KJ0468'GATE, 2.9 FEET SOUTHWEST OF A METAL WITNESS POST AND 1 FOOT
 KJ0468'SOUTHEAST OF A WIRE FENCE.
 KJ0468'
 KJ0468'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1406 ***********************************************************************
 LL1406  DESIGNATION -  COPELAND
 LL1406  PID         -  LL1406
 LL1406  STATE/COUNTY-  CO/BOULDER
 LL1406  USGS QUAD   -  ALLENS PARK (1978)
 LL1406
 LL1406                         *CURRENT SURVEY CONTROL
 LL1406  ___________________________________________________________________
 LL1406* NAD 83(1992)-  40 13 22.68027(N)    105 31 29.56917(W)     ADJUSTED  
 LL1406* NAVD 88     -      2540.8    (meters)    8336.     (feet)  GPS OBS   
 LL1406  ___________________________________________________________________
 LL1406  X           -  -1,305,813.790 (meters)                     COMP
 LL1406  Y           -  -4,700,684.888 (meters)                     COMP
 LL1406  Z           -   4,098,552.389 (meters)                     COMP
 LL1406  LAPLACE CORR-         -20.93  (seconds)                    DEFLEC99
 LL1406  ELLIP HEIGHT-        2527.98  (meters)          (12/03/02) GPS OBS
 LL1406  GEOID HEIGHT-         -12.80  (meters)                     GEOID03
 LL1406
 LL1406  HORZ ORDER  -  FIRST
 LL1406  ELLP ORDER  -  FOURTH    CLASS II
 LL1406
 LL1406.The horizontal coordinates were established by GPS observations
 LL1406.and adjusted by the National Geodetic Survey in March 1998..
 LL1406
 LL1406.The orthometric height was determined by GPS observations and a
 LL1406.high-resolution geoid model.
 LL1406
 LL1406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1406
 LL1406.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1406
 LL1406.The ellipsoidal height was determined by GPS observations
 LL1406.and is referenced to NAD 83.
 LL1406
 LL1406.The geoid height was determined by GEOID03.
 LL1406
 LL1406;                    North         East     Units Scale Factor Converg.
 LL1406;SPC CO N     -   403,577.296   912,284.220   MT  0.99995696   -0 00 57.9
 LL1406;SPC CO N     - 1,324,069.85  2,993,052.48   sFT  0.99995696   -0 00 57.9
 LL1406;UTM  13      - 4,452,636.918   455,342.332   MT  0.99962455   -0 20 20.2
 LL1406
 LL1406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1406!SPC CO N     -   0.99960358  x   0.99995696  =   0.99956056
 LL1406!UTM  13      -   0.99960358  x   0.99962455  =   0.99922828
 LL1406
 LL1406|---------------------------------------------------------------------|
 LL1406| PID    Reference Object                     Distance      Geod. Az  |
 LL1406|                                                           dddmmss.s |
 LL1406| CR8243 COPELAND RM 1                        11.024 METERS 03154     |
 LL1406| CR8244 COPELAND RM 2                        11.292 METERS 12941     |
 LL1406| LL1407 COPELAND AZ MK                      APPROX. 0.9 KM 1804715.8 |
 LL1406|---------------------------------------------------------------------|
 LL1406
 LL1406                          SUPERSEDED SURVEY CONTROL
 LL1406
 LL1406  ELLIP H (03/31/98) 2527.96   (m)                       GP(       ) 4 1
 LL1406  NAD 83(1992)-  40 13 22.68102(N)    105 31 29.57498(W) AD(       ) 1
 LL1406  ELLIP H (01/07/93) 2528.09   (m)                       GP(       ) 4 2
 LL1406  NAD 83(1986)-  40 13 22.67472(N)    105 31 29.56603(W) AD(       ) 1
 LL1406  NGVD 29 (01/20/89) 2539.50   (m)         8331.7    (f) LEVELING    3  
 LL1406
 LL1406.Superseded values are not recommended for survey control.
 LL1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1406.See file dsdata.txt to determine how the superseded data were derived.
 LL1406
 LL1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE5534252637(NAD 83)
 LL1406_MARKER: DH = HORIZONTAL CONTROL DISK
 LL1406_SETTING: 80 = SET IN A BOULDER
 LL1406_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LL1406_STAMPING: COPELAND 1985
 LL1406_MARK LOGO: NGS   
 LL1406_MAGNETIC: N = NO MAGNETIC MATERIAL
 LL1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1406+STABILITY: SURFACE MOTION
 LL1406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1406+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 LL1406
 LL1406  HISTORY     - Date     Condition        Report By
 LL1406  HISTORY     - 1985     MONUMENTED       NGS
 LL1406  HISTORY     - 19860801 GOOD
 LL1406  HISTORY     - 19970226 GOOD             CODOT
 LL1406  HISTORY     - 19981104 GOOD             NGS
 LL1406  HISTORY     - 19990915 GOOD             USPSQD
 LL1406  HISTORY     - 20010331 GOOD             NGS
 LL1406  HISTORY     - 20031016 GOOD             USPSQD
 LL1406  HISTORY     - 20050901 GOOD             USPSQD
 LL1406
 LL1406                          STATION DESCRIPTION
 LL1406
 LL1406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 LL1406'THE STATION IS LOCATED ABOUT 20.9 KM (13 MI) WEST OF LYONS, 16.9 KM
 LL1406'(10.5 MI) NORTH OF WARD, 3.2 KM (2 MI) NORTH OF ALLENS PARK AND
 LL1406'1.6 KM (1.0 MI) EAST-NORTHEAST OF COPELAND LAKE.
 LL1406'OWNERSHIP--COLORADO STATE HIGHWAY RIGHT-OF-WAY, COLORADO DIVISION
 LL1406'HIGHWAYS, P.O. BOX 850, GREELEY, CO. 80632.  TELEPHONE-303-353-1232.
 LL1406'
 LL1406'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 72 AND
 LL1406'7 IN THE NORTHWEST PART OF BOULDER COUNTY, GO NORTHWEST ON STATE
 LL1406'HIGHWAY 7 FOR 6.9 KM (4.3 MI) TO THE MOUNTAIN STORE AT THE TOP OF A
 LL1406'HILL ON THE RIGHT.  CONTINUE AHEAD, NORTHERLY FOR 3.4 KM (2.1 MI)
 LL1406'TO A SIDE ROAD LEFT, BOULDER COUNTY ROADS 115 AND 84 W AND A SIGN
 LL1406'---WILD BASIN RANGER STATION---ON THE RIGHT.  CONTINUE AHEAD,
 LL1406'NORTHERLY, FOR 0.3 KM (0.2 MI) TO THE STATION MARK ON THE RIGHT.
 LL1406'
 LL1406'THE STATION IS A STANDARD NGS DISK STAMPED---COPELAND 1985---SET
 LL1406'INTO A PARTIALLY EXPOSED BOULDER OF 1.0 M (3.2 FT) IN LARGEST
 LL1406'DIMENSION AND THE DISK IS SET 0.3 M (1 FT) ABOVE THE GROUND.
 LL1406'LOCATED 135.3 M (444 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THE ROAD
 LL1406'TO TAHOSA RANCH, 29.9 M (98 FT) WEST FROM THE EASTERN RIGHT-OF-WAY
 LL1406'FENCE, 27.1 M (89 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY,
 LL1406'17.4 M (57 FT) WEST FROM THE CENTER OF THE OLD ABANDONED HIGHWAY,
 LL1406'8.2 M (27 FT) EAST FROM A WITNESS POST.
 LL1406'
 LL1406'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK STAMPED---COPELAND NO 1
 LL1406'1985---SET INTO A PARTIALLY EXPOSED BOULDER OF 2.1 M (7 FT) IN
 LL1406'LARGEST DIMENSION AND THE DISK IS SET ABOUT 0.3 M (1 FT) ABOVE THE
 LL1406'GROUND.  LOCATED 31.1 M (102 FT) EAST FROM THE CENTERLINE OF THE
 LL1406'HIGHWAY, 25.6 M (84 FT) WEST FROM THE EASTERN RIGHT-OF-WAY FENCE,
 LL1406'15.2 M (50 FT) NORTHEAST FROM A WITNESS POST, 14.0 M (46 FT) WEST
 LL1406'FROM THE CENTER OF THE OLD HIGHWAY BED AND LEVEL WITH THE STATION.
 LL1406'
 LL1406'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 LL1406'STAMPED---COPELAND NO 2 1985---,
 LL1406'SET INTO A PARTIALLY EXPOSED BOULDER OF 2.1 M (7 FT) IN LARGEST
 LL1406'DIMENSION AND THE DISK IS SET 0.6 M (2 FT) ABOVE THE GROUND.
 LL1406'36.6 METERS (120 FT) EAST FROM THE CENTERLINE OF THE HIGHWAY,
 LL1406'19.8 M (65 FT) WEST FROM THE EASTERN RIGHT-OF-WAY FENCE,
 LL1406'18.9 M (62 FT) EAST-NORTHEAST FROM A WITNESS POST, 7.0 M (23 FT)
 LL1406'WEST FROM THE CENTER OF THE OLD HIGHWAY BED,
 LL1406'MARK IS 0.3 METERS BELOW THE STATION.
 LL1406
 LL1406                          STATION RECOVERY (1986)
 LL1406
 LL1406'RECOVERED 1986
 LL1406'RECOVERED IN GOOD CONDITION.
 LL1406
 LL1406                          STATION RECOVERY (1997)
 LL1406
 LL1406'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 LL1406'RECOVERED AS DESCRIBED.
 LL1406
 LL1406                          STATION RECOVERY (1998)
 LL1406
 LL1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 LL1406'THE STATION WAS RECOVERED IN GOOD CONDITION WITH THE FOLLOWING
 LL1406'ADDITION--AT STATE HIGHWAY 7 MILEPOST 12.65, IN THE SOUTHEAST 1/4 OF
 LL1406'SECTION 14, T 3 N, R 73 W.
 LL1406
 LL1406                          STATION RECOVERY (1999)
 LL1406
 LL1406'RECOVERY NOTE BY US POWER SQUADRON 1999
 LL1406'RECOVERED IN GOOD CONDITION.
 LL1406
 LL1406                          STATION RECOVERY (2001)
 LL1406
 LL1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL1406'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL1406
 LL1406                          STATION RECOVERY (2003)
 LL1406
 LL1406'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 LL1406'LL1406 COPELAND RM1 FOUND GOOD
 LL1406'LL1406 COPELAND RM2 FOUND GOOD
 LL1406
 LL1406                          STATION RECOVERY (2005)
 LL1406
 LL1406'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 LL1406'REF. MARK 1-GOOD, REF. MARK 2-GOOD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1407 ***********************************************************************
 LL1407  DESIGNATION -  COPELAND AZ MK
 LL1407  PID         -  LL1407
 LL1407  STATE/COUNTY-  CO/BOULDER
 LL1407  USGS QUAD   -  ALLENS PARK (1978)
 LL1407
 LL1407                         *CURRENT SURVEY CONTROL
 LL1407  ___________________________________________________________________
 LL1407* NAD 83(1992)-  40 12 54.15906(N)    105 31 30.08069(W)     ADJUSTED  
 LL1407* NAVD 88     -      2554.     (meters)    8379.     (feet)  VERTCON   
 LL1407  ___________________________________________________________________
 LL1407  LAPLACE CORR-         -21.09  (seconds)                    DEFLEC99
 LL1407  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 LL1407
 LL1407  HORZ ORDER  -  SECOND
 LL1407
 LL1407.The horizontal coordinates were established by classical geodetic methods
 LL1407.and adjusted by the National Geodetic Survey in January 1993..
 LL1407.No horizontal observational check was made to the station.
 LL1407
 LL1407.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1407
 LL1407.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1407
 LL1407.The geoid height was determined by GEOID03.
 LL1407
 LL1407;                    North         East     Units Scale Factor Converg.
 LL1407;SPC CO N     -   402,697.626   912,271.878   MT  0.99995704   -0 00 58.2
 LL1407;SPC CO N     - 1,321,183.79  2,993,011.99   sFT  0.99995704   -0 00 58.2
 LL1407;UTM  13      - 4,451,757.624   455,325.040   MT  0.99962457   -0 20 20.4
 LL1407
 LL1407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1407!SPC CO N     -   0.99960144  x   0.99995704  =   0.99955850
 LL1407!UTM  13      -   0.99960144  x   0.99962457  =   0.99922616
 LL1407
 LL1407                          SUPERSEDED SURVEY CONTROL
 LL1407
 LL1407  NAD 83(1986)-  40 12 54.15279(N)    105 31 30.07563(W) AD(       ) 2
 LL1407  NGVD 29 (01/20/89) 2553.     (m)         8376.     (f) VERT ANG       
 LL1407
 LL1407.Superseded values are not recommended for survey control.
 LL1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1407.See file dsdata.txt to determine how the superseded data were derived.
 LL1407
 LL1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE5532551758(NAD 83)
 LL1407_MARKER: DZ = AZIMUTH MARK DISK
 LL1407_SETTING: 80 = SET IN A BOULDER
 LL1407_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LL1407_MAGNETIC: N = NO MAGNETIC MATERIAL
 LL1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1407+STABILITY: SURFACE MOTION
 LL1407
 LL1407  HISTORY     - Date     Condition        Report By
 LL1407  HISTORY     - 1985     MONUMENTED       NGS
 LL1407  HISTORY     - 19990915 GOOD             USPSQD
 LL1407  HISTORY     - 20010331 GOOD             NGS
 LL1407  HISTORY     - 20031016 MARK NOT FOUND   USPSQD
 LL1407  HISTORY     - 20050901 MARK NOT FOUND   USPSQD
 LL1407
 LL1407                          STATION DESCRIPTION
 LL1407
 LL1407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 LL1407'THE STATION IS LOCATED ABOUT 15.0 KM (9.3 MI) NORTH OF WARD, 5.2 KM
 LL1407'(3.2 MI) SOUTH OF LARIMER COUNTY LINE AND 2.4 KM (1.5 MI) NORTH OF
 LL1407'ALLENS PARK.
 LL1407'OWNERSHIP--THE STATION IS ON COLORADO STATE HIGHWAY RIGHT-OF-WAY.
 LL1407'COLORADO DIVISION OF HIGHWAYS, P.O. BOX 850, GREELEY, CO. 80632.
 LL1407'TELEPHONE---303-353-1232.
 LL1407'
 LL1407'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE HIGHWAYS 72
 LL1407'AND 7 IN THE NORTHWEST PART OF BOULDER COUNTY, GO NORTHWEST ON
 LL1407'STATE HIGHWAY 7 FOR 6.9 KM (4.3 MI) TO THE MOUNTAIN STORE AT THE
 LL1407'TOP OF A HILL ON THE RIGHT.  CONTINUE AHEAD, NORTHERLY, FOR 2.7 KM
 LL1407'(1.7 MI) TO A LARGE ROADCUT AND THE AZIMUTH MARK ON THE LEFT ON THE
 LL1407'TOP OF THE ROAD CUT.
 LL1407'
 LL1407'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK STAMPED---COPELAND 1985---
 LL1407'SET INTO A PARTIALLY EXPOSED BOULDER OF 1.2 M (4 FT) IN LARGEST
 LL1407'DIMENSION AND PROJECTING ABOUT 8 CM (3-IN) ABOVE THE GROUND AND IS
 LL1407'AT THE TOP OF A ROADCUT.  IT IS ABOUT 7.6 M (25 FT) ABOVE THE
 LL1407'SURFACE OF THE ROAD.  LOCATED 30.7 M (93 FT) NORTHWEST FROM THE
 LL1407'CENTERLINE OF STATE HIGHWAY 7, 8.8 M (29 FT) SOUTH-SOUTHEAST FROM A
 LL1407'CONCRETE POST RIGHT-OF-WAY MARKER 300, 1.7 M (5.5 FT) SOUTHEAST
 LL1407'FROM A WITNESS POST, 1.7 M (5.5 FT) NORTHEAST FROM A RIGHT-OF-WAY
 LL1407'FENCE.
 LL1407
 LL1407                          STATION RECOVERY (1999)
 LL1407
 LL1407'RECOVERY NOTE BY US POWER SQUADRON 1999
 LL1407'RECOVERED IN GOOD CONDITION.
 LL1407
 LL1407                          STATION RECOVERY (2001)
 LL1407
 LL1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL1407'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL1407
 LL1407                          STATION RECOVERY (2003)
 LL1407
 LL1407'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 LL1407'MARK NOT FOUND.
 LL1407
 LL1407                          STATION RECOVERY (2005)
 LL1407
 LL1407'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 LL1407'STATE HWY. 7 IS NOW STATE HWY. 84.  THE ROAD APPEARS TO HAVE BEEN
 LL1407'STRAIGHTENED AT THIS LOCATION.  ROW MARKER 300 IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3409 ***********************************************************************
 AA3409  DESIGNATION -  COPP
 AA3409  PID         -  AA3409
 AA3409  STATE/COUNTY-  CO/DOUGLAS
 AA3409  USGS QUAD   -  LITTLETON (1994)
 AA3409
 AA3409                         *CURRENT SURVEY CONTROL
 AA3409  ___________________________________________________________________
 AA3409* NAD 83(1992)-  39 30 25.60795(N)    105 04 20.30183(W)     ADJUSTED  
 AA3409* NAVD 88     -      1688.3    (meters)    5539.     (feet)  GPS OBS   
 AA3409  ___________________________________________________________________
 AA3409  X           -  -1,281,724.747 (meters)                     COMP
 AA3409  Y           -  -4,759,428.543 (meters)                     COMP
 AA3409  Z           -   4,036,976.663 (meters)                     COMP
 AA3409  LAPLACE CORR-         -14.13  (seconds)                    DEFLEC99
 AA3409  ELLIP HEIGHT-        1672.15  (meters)          (12/03/02) GPS OBS
 AA3409  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 AA3409
 AA3409  HORZ ORDER  -  FIRST
 AA3409  ELLP ORDER  -  FOURTH    CLASS II
 AA3409
 AA3409.The horizontal coordinates were established by GPS observations
 AA3409.and adjusted by the National Geodetic Survey in December 1994..
 AA3409
 AA3409.The orthometric height was determined by GPS observations and a
 AA3409.high-resolution geoid model.
 AA3409
 AA3409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3409
 AA3409.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3409
 AA3409.The ellipsoidal height was determined by GPS observations
 AA3409.and is referenced to NAD 83.
 AA3409
 AA3409.The geoid height was determined by GEOID03.
 AA3409
 AA3409;                    North         East     Units Scale Factor Converg.
 AA3409;SPC CO C     -   490,692.045   951,183.925   MT  0.99996097   +0 16 11.1
 AA3409;SPC CO C     - 1,609,878.82  3,120,675.93   sFT  0.99996097   +0 16 11.1
 AA3409;UTM  13      - 4,373,056.444   493,783.829   MT  0.99960048   -0 02 45.6
 AA3409
 AA3409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3409!SPC CO C     -   0.99973773  x   0.99996097  =   0.99969871
 AA3409!UTM  13      -   0.99973773  x   0.99960048  =   0.99933831
 AA3409
 AA3409                          SUPERSEDED SURVEY CONTROL
 AA3409
 AA3409  ELLIP H (12/14/94) 1672.19   (m)                       GP(       ) 3 1
 AA3409
 AA3409.Superseded values are not recommended for survey control.
 AA3409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3409.See file dsdata.txt to determine how the superseded data were derived.
 AA3409
 AA3409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9378473056(NAD 83)
 AA3409_MARKER: DD = SURVEY DISK
 AA3409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3409_STAMPING: COPP
 AA3409_MARK LOGO: DCGIS 
 AA3409_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA3409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3409+STABILITY: SURFACE MOTION
 AA3409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3409+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1995
 AA3409
 AA3409  HISTORY     - Date     Condition        Report By
 AA3409  HISTORY     - 1993     MONUMENTED       DCGIS
 AA3409  HISTORY     - 19950424 GOOD             CODOT
 AA3409
 AA3409                          STATION DESCRIPTION
 AA3409
 AA3409'DESCRIBED BY DOUGLAS COUNTY GIS 1993 (KCH)
 AA3409'THE STATION IS LOCATED ABOUT 14.5 MILES (23.3 KM) NORTHWEST OF CASTLE
 AA3409'ROCK, COLORADO, WEST OF RAMPART RANGE ROAD, IN THE PARKING LOT OF THE
 AA3409'LVRS FIRE STATION, IN SECTION 25, TOWNSHIP 6 SOUTH, RANGE 69 WEST OF
 AA3409'THE 6TH P.M., OWNERSHIP--LVRS FIRE DISTRICT TO REACH THE STATION FROM
 AA3409'THE INTERCHANGE OF C-470 AND STATE HIGHWAY 85 (SANTA FE DRIVE) GO
 AA3409'SOUTH ON STATE HIGHWAY 85 FOR 4.25 MILES (6.84 KM) TO TITAN ROAD, GO
 AA3409'WEST ON TITAN ROAD FOR 3.05 MILES (4.91 KM) TO MYRICK ROAD, AND THE
 AA3409'STATION IN THE LVRS PARKING LOT. THE STATION IS A BRASS DISK SET IN
 AA3409'CONCRETE FLUSH WITH THE GROUND, MARKED WITH A DOUGLAS COUNTY
 AA3409'FIBERGLASS WITNESS POST, IT IS 91.7 FEET (28.0 M) SOUTHWEST OF A BRASS
 AA3409'SHINNER 22568 ON A POWER POLE ON THE NORTH SIDE OF TITAN ROAD, 92.0
 AA3409'FEET (28.0 M) SOUTHWEST OF A BRASS SHINNER 22568 ON A FENCE POST ON
 AA3409'THE NORTHWEST ROW FENCE OF TITAN RD. IN THE CURVE, AND 71.3 FEET (21.7
 AA3409'M) NORTHEAST OF A BRASS SHINNER 22568 ON A FENCE POST IN THE WEST ROW
 AA3409'FENCE OF TITAN RD.
 AA3409
 AA3409                          STATION RECOVERY (1995)
 AA3409
 AA3409'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (KAW)
 AA3409'RECOVERED AS DESCRIBED, EXCEPT AS FOLLOWS.
 AA3409' 
 AA3409'CHANGE THE DESCRIPTION FROM 'IT IS 91.7 FEET (28.0 M) SOUTHWEST OF A
 AA3409'BRASS SHINNER "22568" ON A POWER POLE ON THE NORTH SIDE OF TITAN ROAD'
 AA3409'TO 'IT IS 91.7 FEET (28.0 M) SOUTHEAST OF A BRASS SHINER "22568" ON A
 AA3409'POWER POLE ON THE NORTH SIDE OF MYRICK ROAD'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0586 ***********************************************************************
 HL0586  DESIGNATION -  COPPER
 HL0586  PID         -  HL0586
 HL0586  STATE/COUNTY-  CO/MINERAL
 HL0586  USGS QUAD   -  PALOMINO MOUNTAIN (1993)
 HL0586
 HL0586                         *CURRENT SURVEY CONTROL
 HL0586  ___________________________________________________________________
 HL0586* NAD 83(1992)-  37 36 03.93817(N)    107 02 46.80794(W)     ADJUSTED  
 HL0586* NAVD 88     -      3801.8    (meters)   12473.     (feet)  VERTCON   
 HL0586  ___________________________________________________________________
 HL0586  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 HL0586  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 HL0586
 HL0586  HORZ ORDER  -  FIRST
 HL0586
 HL0586.The horizontal coordinates were established by classical geodetic methods
 HL0586.and adjusted by the National Geodetic Survey in January 1993..
 HL0586
 HL0586.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0586
 HL0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0586
 HL0586.The geoid height was determined by GEOID03.
 HL0586
 HL0586;                    North         East     Units Scale Factor Converg.
 HL0586;SPC CO S     -   409,636.827   777,863.547   MT  0.99995363   -0 56 54.6
 HL0586;SPC CO S     - 1,343,950.16  2,552,040.65   sFT  0.99995363   -0 56 54.6
 HL0586;UTM  13      - 4,163,525.817   319,358.479   MT  1.00000195   -1 14 56.1
 HL0586
 HL0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0586!SPC CO S     -   0.99940622  x   0.99995363  =   0.99935988
 HL0586!UTM  13      -   0.99940622  x   1.00000195  =   0.99940817
 HL0586
 HL0586|---------------------------------------------------------------------|
 HL0586| PID    Reference Object                     Distance      Geod. Az  |
 HL0586|                                                           dddmmss.s |
 HL0586| CM6302 COPPER RM 1                           7.075 METERS 03349     |
 HL0586| CM6303 COPPER RM 2                          27.234 METERS 15730     |
 HL0586| CM6301 COPPER AZ MK                                       3155131.8 |
 HL0586|---------------------------------------------------------------------|
 HL0586
 HL0586                          SUPERSEDED SURVEY CONTROL
 HL0586
 HL0586  NAD 83(1986)-  37 36 03.93623(N)    107 02 46.81131(W) AD(       ) 1
 HL0586  NAD 27      -  37 36 03.92250(N)    107 02 44.64720(W) AD(       ) 1
 HL0586  NGVD 29 (07/19/86) 3799.9    (m)        12467.     (f) VERT ANG       
 HL0586
 HL0586.Superseded values are not recommended for survey control.
 HL0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0586.See file dsdata.txt to determine how the superseded data were derived.
 HL0586
 HL0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB1935863526(NAD 83)
 HL0586_MARKER: DS = TRIANGULATION STATION DISK
 HL0586_SETTING: 80 = SET IN A BOULDER
 HL0586_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HL0586
 HL0586  HISTORY     - Date     Condition        Report By
 HL0586  HISTORY     - 1958     MONUMENTED       CGS
 HL0586  HISTORY     - 1971     GOOD             USGS
 HL0586
 HL0586                          STATION DESCRIPTION
 HL0586
 HL0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 HL0586'STATION IS LOCATED ON THE HIGHEST POINT OF A ROUND BARE TOPPED
 HL0586'MOUNTAIN, BETWEEN TROUT AND RED MOUNTAIN CREEKS, AT THE HEAD OF
 HL0586'COPPER CREEK, ABOUT 17 MILES SOUTH AND 7 MILES WEST OF CREEDE, 4
 HL0586'MILES WEST OF GOOSE LAKE AND 2 MILES NORTH OF THE CONTINENTAL
 HL0586'DIVIDE.  ELEVATION OF THE MOUNTAIN IS 12,500 FEET.
 HL0586'
 HL0586'REACHED FROM THE POST OFFICE IN CREEDE BY GOING SOUTH THEN
 HL0586'SOUTHWEST ON STATE HIGHWAY 149 FOR 6.7 MILES TO A SIDE ROAD
 HL0586'LEFT JUST BEFORE REACHING STEEL BRIDGE OVER RIO GRANDE RIVER, TURN
 HL0586'LEFT, SOUTH, ON GRADED ROAD FOR 3.9 MILES TO A FORK AT SIGN
 HL0586'SOWARD RANCH 2, TAKE RIGHT FORK ON GRADED ROAD FOR 3.3 MILES
 HL0586'TO FORKS, AT SIGN LOVE LAKE 3 COPPER CREEK 7 AND CONTINENTAL
 HL0586'DIVIDE 12, TAKE LEFT FORK, SOUTHERLY, ON GRADED ROAD FOR 7.8
 HL0586'MILES TO A SAWMILL ON THE LEFT, CONTINUE FOR 0.2 MILE TO THE
 HL0586'END OF ROAD, (FROM HERE A 4-WHEEL DRIVE VEHICLE WILL BE
 HL0586'NEEDED), FROM HERE PICK WAY UP THROUGH OPENING SOUTHERLY FOR
 HL0586'1.0 MILE TO THE TOP OF RIDGE, CONTINUE SOUTH-SOUTHEAST ALONG
 HL0586'TOP OF RIDGE FOR 0.15 MILE TO AN 8-FOOT CAIRN AND THE AZIMUTH
 HL0586'MARK ON THE LEFT, CONTINUE SOUTH-SOUTHEAST UP RIDGE FOR 0.6
 HL0586'MILE TO A 3-FOOT CAIRN AND STATION ON THE HIGHEST POINT
 HL0586'OF MOUNTAIN.
 HL0586'
 HL0586'STATION MARK IS A STANDARD DISK, STAMPED COPPER 1958, CEMENTED IN
 HL0586'A DRILL HOLE IN A 6 X 8 INCH BOULDER PROJECTING 1 INCH.  IT IS
 HL0586'64 FEET SOUTH OF THE NORTH EDGE OF THE HILL AND 27 FEET NORTHEAST
 HL0586'OF A 3-FOOT CAIRN.  NO WITNESS POST WAS SET.
 HL0586'
 HL0586'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COPPER NO 1 1958,
 HL0586'CEMENTED IN A DRILL HOLE IN A 6 X 14 INCH BOULDER PROJECTING 3
 HL0586'INCHES.  IT IS 41 FEET SOUTH OF THE NORTH EDGE OF THE HILL AND 50
 HL0586'FEET NORTHEAST OF THE CAIRN.
 HL0586'
 HL0586'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COPPER NO 2 1958,
 HL0586'CEMENTED IN A DRILL HOLE IN A 3 X 6 INCH BOULDER PROJECTING 6
 HL0586'INCHES.  IT IS 100 FEET SOUTH OF THE NORTH EDGE OF THE HILL AND
 HL0586'78 FEET SOUTHEAST OF THE CAIRN.
 HL0586'
 HL0586'AZIMUTH MARK IS A STANDARD DISK, STAMPED COPPER 1958, CEMENTED
 HL0586'IN A DRILL HOLE IN AN EXPOSED AREA OF BEDROCK 4 X 8 FEET AND
 HL0586'PROJECTING 2 INCHES.  IT IS 321 FEET SOUTH-SOUTHEAST OF A 6 FOOT
 HL0586'CAIRN, 15 FEET SOUTH OF AN 8 FOOT CAIRN AND 3 FEET WEST OF THE
 HL0586'EAST EDGE OF HILL.  NO WITNESS POST WAS SET.
 HL0586
 HL0586                          STATION RECOVERY (1971)
 HL0586
 HL0586'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (RRW)
 HL0586'STATION FOUND AND IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0633 ***********************************************************************
 KL0633  DESIGNATION -  COPPER ET
 KL0633  PID         -  KL0633
 KL0633  STATE/COUNTY-  CO/SUMMIT
 KL0633  USGS QUAD   -  COPPER MOUNTAIN (1987)
 KL0633
 KL0633                         *CURRENT SURVEY CONTROL
 KL0633  ___________________________________________________________________
 KL0633* NAD 83(1992)-  39 28 08.29422(N)    106 09 25.61671(W)     ADJUSTED  
 KL0633* NAVD 88     -      3793.7    (meters)   12446.     (feet)  VERTCON   
 KL0633  ___________________________________________________________________
 KL0633  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 KL0633  GEOID HEIGHT-         -12.63  (meters)                     GEOID03
 KL0633
 KL0633  HORZ ORDER  -  THIRD
 KL0633
 KL0633.The horizontal coordinates were established by classical geodetic methods
 KL0633.and adjusted by the National Geodetic Survey in January 1993..
 KL0633
 KL0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0633
 KL0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0633
 KL0633.The geoid height was determined by GEOID03.
 KL0633
 KL0633;                    North         East     Units Scale Factor Converg.
 KL0633;SPC CO C     -   486,575.347   857,858.887   MT  0.99995648   -0 24 52.0
 KL0633;SPC CO C     - 1,596,372.62  2,814,492.03   sFT  0.99995648   -0 24 52.0
 KL0633;UTM  13      - 4,369,459.781   400,466.793   MT  0.99972197   -0 44 08.1
 KL0633
 KL0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0633!SPC CO C     -   0.99940715  x   0.99995648  =   0.99936365
 KL0633!UTM  13      -   0.99940715  x   0.99972197  =   0.99912928
 KL0633
 KL0633:                Primary Azimuth Mark                     Grid Az
 KL0633:SPC CO C     -  HILL 10                                  121 45 24.2
 KL0633:UTM  13      -  HILL 10                                  122 04 40.3
 KL0633
 KL0633|---------------------------------------------------------------------|
 KL0633| PID    Reference Object                     Distance      Geod. Az  |
 KL0633|                                                           dddmmss.s |
 KL0633| KL0623 HILL 10                             APPROX. 5.5 KM 1212032.2 |
 KL0633|---------------------------------------------------------------------|
 KL0633
 KL0633                          SUPERSEDED SURVEY CONTROL
 KL0633
 KL0633  NAD 83(1986)-  39 28 08.28718(N)    106 09 25.61692(W) AD(       ) 3
 KL0633  NAD 27      -  39 28 08.33492(N)    106 09 23.53749(W) AD(       ) 3
 KL0633  NGVD 29 (07/19/86) 3791.9    (m)        12441.     (f) VERT ANG       
 KL0633
 KL0633.Superseded values are not recommended for survey control.
 KL0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0633.See file dsdata.txt to determine how the superseded data were derived.
 KL0633
 KL0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD0046769460(NAD 83)
 KL0633_MARKER: DD = SURVEY DISK
 KL0633_SETTING: 80 = SET IN A BOULDER
 KL0633_SP_SET: SET IN DRILL HOLE IN A BOULDER
 KL0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0633+STABILITY: SURFACE MOTION
 KL0633
 KL0633  HISTORY     - Date     Condition        Report By
 KL0633  HISTORY     - 1964     MONUMENTED       USGS
 KL0633
 KL0633                          STATION DESCRIPTION
 KL0633
 KL0633'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 KL0633'LOCATED ABOUT 8 MI. SW. OF FRISCO AND 5.4 MI. SE. OF VAIL PASS, ON
 KL0633'THE HIGH POINT OF COPPER MOUNTAIN.  STATION WAS REACHED BY HELICOPTER.
 KL0633'
 KL0633'STATION MARK--STANDARD TABLET CEMENTED IN DRILL HOLE, IN BOULDER,
 KL0633'PROJECTING 0.2 FT., AND STAMPED ---COPPER-ET 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1273 ***********************************************************************
 JK1273  DESIGNATION -  COPTER
 JK1273  PID         -  JK1273
 JK1273  STATE/COUNTY-  CO/FREMONT
 JK1273  USGS QUAD   -  CANON CITY (1976)
 JK1273
 JK1273                         *CURRENT SURVEY CONTROL
 JK1273  ___________________________________________________________________
 JK1273* NAD 83(1992)-  38 23 36.02385(N)    105 10 06.20244(W)     ADJUSTED  
 JK1273* NAVD 88     -      1778.8    (meters)    5836.     (feet)  VERTCON   
 JK1273  ___________________________________________________________________
 JK1273  LAPLACE CORR-         -10.71  (seconds)                    DEFLEC99
 JK1273  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 JK1273
 JK1273  HORZ ORDER  -  THIRD
 JK1273
 JK1273.The horizontal coordinates were established by classical geodetic methods
 JK1273.and adjusted by the National Geodetic Survey in January 1993..
 JK1273
 JK1273.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1273
 JK1273.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1273
 JK1273.The geoid height was determined by GEOID03.
 JK1273
 JK1273;                    North         East     Units Scale Factor Converg.
 JK1273;SPC CO C     -   367,018.864   943,372.005   MT  1.00001162   +0 12 32.9
 JK1273;SPC CO C     - 1,204,127.72  3,095,046.32   sFT  1.00001162   +0 12 32.9
 JK1273;SPC CO S     -   496,490.811   943,371.467   MT  0.99999295   +0 12 12.2
 JK1273;SPC CO S     - 1,628,903.60  3,095,044.55   sFT  0.99999295   +0 12 12.2
 JK1273;UTM  13      - 4,249,471.791   485,295.156   MT  0.99960266   -0 06 16.5
 JK1273
 JK1273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1273!SPC CO C     -   0.99972359  x   1.00001162  =   0.99973520
 JK1273!SPC CO S     -   0.99972359  x   0.99999295  =   0.99971654
 JK1273!UTM  13      -   0.99972359  x   0.99960266  =   0.99932636
 JK1273
 JK1273:                Primary Azimuth Mark                     Grid Az
 JK1273:SPC CO C     -  CANAL                                    105 39 49.3
 JK1273:SPC CO S     -  CANAL                                    105 40 10.0
 JK1273:UTM  13      -  CANAL                                    105 58 38.7
 JK1273
 JK1273|---------------------------------------------------------------------|
 JK1273| PID    Reference Object                     Distance      Geod. Az  |
 JK1273|                                                           dddmmss.s |
 JK1273| JK1271 CANAL                               APPROX. 8.9 KM 1055222.2 |
 JK1273|---------------------------------------------------------------------|
 JK1273
 JK1273                          SUPERSEDED SURVEY CONTROL
 JK1273
 JK1273  NAD 83(1986)-  38 23 36.01371(N)    105 10 06.20284(W) AD(       ) 3
 JK1273  NAD 27      -  38 23 36.00248(N)    105 10 04.20825(W) AD(       ) 3
 JK1273  NGVD 29 (07/19/86) 1777.8    (m)         5833.     (f) VERT ANG       
 JK1273
 JK1273.Superseded values are not recommended for survey control.
 JK1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1273.See file dsdata.txt to determine how the superseded data were derived.
 JK1273
 JK1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC8529549472(NAD 83)
 JK1273_MARKER: DD = SURVEY DISK
 JK1273_SETTING: 66 = SET IN ROCK OUTCROP
 JK1273_SP_SET: SET IN ROCK OUTCROP
 JK1273_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK1273+STABILITY: POSITION/ELEVATION WELL
 JK1273
 JK1273  HISTORY     - Date     Condition        Report By
 JK1273  HISTORY     - 1947     MONUMENTED       USGS
 JK1273
 JK1273                          STATION DESCRIPTION
 JK1273
 JK1273'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JK1273'STATION LOCATED ABOUT 3.0 MI. (AIRLINE) WSW. OF FLORENCE, ABOUT 5.0
 JK1273'MI. (AIRLINE) SE. OF CANON CITY, ON THE N. END OF A ROCKY MESA,
 JK1273'WHICH IS THE FIRST BREAK UPWARD ON THE S. SIDE OF THE ARKANSAS
 JK1273'RIVER VALLEY AND ON THE E. SIDE OF CHANDLER CREEK.
 JK1273'
 JK1273'TO REACH STATION FROM THE INTERSECTION OF STATE HIGHWAY 120 AND U.S.
 JK1273'HIGHWAY 50 IN CANON CITY, PROCEED S. ON HIGHWAY 120 AND GO 5.5 MI.
 JK1273'TO SIDE RD. TO THE RIGHT, ABOUT 0.2 MI. W. OF A RED BRICK SCHOOL.
 JK1273'TURN RIGHT AND FOLLOW WINDING MAIN TRAVELED RD. FOR 0.8 MI. TO
 JK1273'CROSSROADS.  TURN RIGHT AND PROCEED ON CHANDLER CREEK ROAD FOR
 JK1273'0.4 MI. AT CURVE.  END OF TRUCK TRAVEL.  PACK TO TOP OF HIGH
 JK1273'POINT AND STATION.  A 1/2 HOUR PACK.
 JK1273'
 JK1273'STATION MARK--STANDARD TABLET, STAMPED ---COPTER 1947---, CEMENTED
 JK1273'IN SANDSTONE OUTCROP AT SUMMIT.
 JK1273'
 JK1273'REFERENCE MARK NO. 1-- STANDARD REFERENCE TABLET, STAMPED ---COPTER
 JK1273'NO. 1---, CEMENTED IN SANDSTONE OUTCROP, AT A DISTANCE OF 7.85 FT.,
 JK1273'N 27 DEG 14 MIN E.
 JK1273'
 JK1273'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---COPTER
 JK1273'NO. 2---, CEMENTED IN SANDSTONE OUTCROP, AT A DISTANCE OF 7.50 FT.,
 JK1273'N 39 DEG 48 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0605 ***********************************************************************
 LM0605  DESIGNATION -  CORNER
 LM0605  PID         -  LM0605
 LM0605  STATE/COUNTY-  CO/ROUTT
 LM0605  USGS QUAD   -  TOPONAS (1972)
 LM0605
 LM0605                         *CURRENT SURVEY CONTROL
 LM0605  ___________________________________________________________________
 LM0605* NAD 83(1992)-  40 00 25.01229(N)    106 45 55.77846(W)     ADJUSTED  
 LM0605* NAVD 88     -      2750.     (meters)    9022.     (feet)  VERTCON   
 LM0605  ___________________________________________________________________
 LM0605  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 LM0605  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 LM0605
 LM0605  HORZ ORDER  -  THIRD
 LM0605
 LM0605.The horizontal coordinates were established by classical geodetic methods
 LM0605.and adjusted by the National Geodetic Survey in January 1993..
 LM0605
 LM0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0605
 LM0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0605
 LM0605.The geoid height was determined by GEOID03.
 LM0605
 LM0605;                    North         East     Units Scale Factor Converg.
 LM0605;SPC CO N     -   380,362.891   806,354.725   MT  0.99996585   -0 49 03.6
 LM0605;SPC CO N     - 1,247,907.25  2,645,515.46   sFT  0.99996585   -0 49 03.6
 LM0605;UTM  13      - 4,430,021.179   349,309.049   MT  0.99987955   -1 08 06.8
 LM0605
 LM0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0605!SPC CO N     -   0.99957070  x   0.99996585  =   0.99953656
 LM0605!UTM  13      -   0.99957070  x   0.99987955  =   0.99945030
 LM0605
 LM0605:                Primary Azimuth Mark                     Grid Az
 LM0605:SPC CO N     -  BLACKTAIL 2                              103 50 23.4
 LM0605:UTM  13      -  BLACKTAIL 2                              104 09 26.6
 LM0605
 LM0605|---------------------------------------------------------------------|
 LM0605| PID    Reference Object                     Distance      Geod. Az  |
 LM0605|                                                           dddmmss.s |
 LM0605| KL0665 BLACKTAIL 2                         APPROX. 9.8 KM 1030119.8 |
 LM0605|---------------------------------------------------------------------|
 LM0605
 LM0605                          SUPERSEDED SURVEY CONTROL
 LM0605
 LM0605  NAD 83(1986)-  40 00 25.01671(N)    106 45 55.78023(W) AD(       ) 3
 LM0605  NAD 27      -  40 00 25.06502(N)    106 45 53.62165(W) AD(       ) 3
 LM0605  NGVD 29 (07/19/86) 2749.     (m)         9019.     (f) VERT ANG       
 LM0605
 LM0605.Superseded values are not recommended for survey control.
 LM0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0605.See file dsdata.txt to determine how the superseded data were derived.
 LM0605
 LM0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE4930930021(NAD 83)
 LM0605
 LM0605  HISTORY     - Date     Condition        Report By
 LM0605  HISTORY     - 1955     MONUMENTED       USGS
 LM0605  HISTORY     - 1972     GOOD             USGS
 LM0605
 LM0605                          STATION DESCRIPTION
 LM0605
 LM0605'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 LM0605'LOCATED ABOUT 4 MI. (AIRLINE) SE. OF TOPONAS, ABOUT 1-1/2 MI. E. OF
 LM0605'STATE HIGHWAY 131, IN SEC. 36, T 1 N, R 84 W, ON A SMALL TOP.
 LM0605'
 LM0605'TO REACH FROM TOPONAS POST OFFICE, GO S. ON STATE HIGHWAY 131 2.9 MI.
 LM0605'TO RD. ON LEFT THROUGH GATE.  TURN LEFT, GO 0.8 MI., CROSSING RAILROAD
 LM0605'TRACK, TO FORK, TAKE RIGHT FORK S., GO 1.0 MI. TO FORK AT CABIN.  TAKE
 LM0605'RIGHT FORK S., GO 0.9 MI. TO DIM RD. ON RIGHT.  TURN RIGHT (W.), GO
 LM0605'0.2 MI. TO GATE, CONTINUE 0.4 MI. TO RD. FORK, TAKE RIGHT FORK W., GO
 LM0605'0.2 MI. TO RANCH YARD.  TURN RIGHT (N.), FOLLOW TRACK RD. N. AND W. UP
 LM0605'RIDGE 0.3 MI. TO TOP AND STATION.
 LM0605'
 LM0605'STATION MARK--STANDARD TABLET CEMENTED IN EMBEDDED ROCK, STAMPED
 LM0605'---CORNER 1955---.
 LM0605'
 LM0605'REFERENCE MARK NO. 1--DRILL HOLE IN EMBEDDED ROCK, 33.8 FT. FROM
 LM0605'STATION MARK, N 02 DEG 23 MIN W.
 LM0605'
 LM0605'REFERENCE MARK NO. 2--DRILL HOLE IN EMBEDDED ROCK, 45.0 FT. FROM
 LM0605'STATION MARK, N 72 DEG 33 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0706 ***********************************************************************
 JL0706  DESIGNATION -  CORRAL
 JL0706  PID         -  JL0706
 JL0706  STATE/COUNTY-  CO/GUNNISON
 JL0706  USGS QUAD   -  IRIS NW (1979)
 JL0706
 JL0706                         *CURRENT SURVEY CONTROL
 JL0706  ___________________________________________________________________
 JL0706* NAD 83(1992)-  38 25 52.41238(N)    107 00 00.65816(W)     ADJUSTED  
 JL0706* NAVD 88     -      2645.6    (meters)    8680.     (feet)  VERTCON   
 JL0706  ___________________________________________________________________
 JL0706  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 JL0706  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 JL0706
 JL0706  HORZ ORDER  -  THIRD
 JL0706
 JL0706.The horizontal coordinates were established by classical geodetic methods
 JL0706.and adjusted by the National Geodetic Survey in January 1993..
 JL0706
 JL0706.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0706
 JL0706.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0706
 JL0706.The geoid height was determined by GEOID03.
 JL0706
 JL0706;                    North         East     Units Scale Factor Converg.
 JL0706;SPC CO C     -   372,253.019   783,417.854   MT  1.00000374   -0 56 46.1
 JL0706;SPC CO C     - 1,221,300.11  2,570,263.41   sFT  1.00000374   -0 56 46.1
 JL0706;SPC CO S     -   501,696.681   783,418.072   MT  0.99999962   -0 55 12.6
 JL0706;SPC CO S     - 1,645,983.19  2,570,264.12   sFT  0.99999962   -0 55 12.6
 JL0706;UTM  13      - 4,255,556.765   325,414.451   MT  0.99997538   -1 14 36.9
 JL0706
 JL0706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0706!SPC CO C     -   0.99958730  x   1.00000374  =   0.99959104
 JL0706!SPC CO S     -   0.99958730  x   0.99999962  =   0.99958692
 JL0706!UTM  13      -   0.99958730  x   0.99997538  =   0.99956269
 JL0706
 JL0706:                Primary Azimuth Mark                     Grid Az
 JL0706:SPC CO C     -  HUNTSMAN                                 207 55 53.3
 JL0706:SPC CO S     -  HUNTSMAN                                 207 54 19.8
 JL0706:UTM  13      -  HUNTSMAN                                 208 13 44.1
 JL0706
 JL0706|---------------------------------------------------------------------|
 JL0706| PID    Reference Object                     Distance      Geod. Az  |
 JL0706|                                                           dddmmss.s |
 JL0706| JL0769 HUNTSMAN                            APPROX.12.5 KM 2065907.2 |
 JL0706|---------------------------------------------------------------------|
 JL0706
 JL0706                          SUPERSEDED SURVEY CONTROL
 JL0706
 JL0706  NAD 83(1986)-  38 25 52.41037(N)    107 00 00.66720(W) AD(       ) 3
 JL0706  NAD 27      -  38 25 52.44079(N)    106 59 58.49663(W) AD(       ) 3
 JL0706  NGVD 29 (07/19/86) 2644.1    (m)         8675.     (f) VERT ANG       
 JL0706
 JL0706.Superseded values are not recommended for survey control.
 JL0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0706.See file dsdata.txt to determine how the superseded data were derived.
 JL0706
 JL0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC2541455557(NAD 83)
 JL0706_MARKER: DD = SURVEY DISK
 JL0706_SETTING: 66 = SET IN ROCK OUTCROP
 JL0706_SP_SET: SET IN ROCK OUTCROP
 JL0706_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0706+STABILITY: POSITION/ELEVATION WELL
 JL0706
 JL0706  HISTORY     - Date     Condition        Report By
 JL0706  HISTORY     - 1950     MONUMENTED       USGS
 JL0706
 JL0706                          STATION DESCRIPTION
 JL0706
 JL0706'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JL0706'STATION LOCATED ABOUT 9 MI. AIRLINE SW. OF GUNNISON, 6.0 MI. AIRLINE
 JL0706'SE. OF IOLA, ON RIDGE ABOUT 0.5 MI. E. OF WHERE TRACK RD. CROSSES
 JL0706'DIVIDE  BETWEEN POLE CREEK AND BEAVER CREEK.
 JL0706'
 JL0706'TO REACH STATION FROM GUNNISON P.O.GO ONE BLOCK S. TO U.S. HWY.50,TURN
 JL0706'RIGHT (W.) ON HWY 50 4.6 MI. TO GRAVELED T-RD. S. FOLLOW T-RD. S.
 JL0706'KEEPING ON MAIN RD. 3.2 MI. TO GATE AT RANCH.  CONTINUE ON THRU RANCH
 JL0706'BARN YARD ON TRACK RD. SW. 1.2 MI. TO FORK. TAKE LEFT FORK SW.3.3 MI.
 JL0706'TO GATE AT POLE CORRAL.  STATION ON HIGHEST PART OF RIDGE ABOUT 0.5
 JL0706'MI. E. OF THIS POINT.
 JL0706'
 JL0706'STATION MARK - STANDARD TABLET CEMENTED IN ROCK OUTCROP, STAMPED
 JL0706'--- C- CORRAL 1950 8674---.
 JL0706'
 JL0706'REFERENCE MARKS - NONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0737 ***********************************************************************
 KL0737  DESIGNATION -  CORRAL
 KL0737  PID         -  KL0737
 KL0737  STATE/COUNTY-  CO/GARFIELD
 KL0737  USGS QUAD   -  ANVIL POINTS (1982)
 KL0737
 KL0737                         *CURRENT SURVEY CONTROL
 KL0737  ___________________________________________________________________
 KL0737* NAD 83(1992)-  39 36 21.80329(N)    107 53 49.24724(W)     ADJUSTED  
 KL0737* NAVD 88     -      2786.60   (+/-2cm)    9142.4    (feet)  VERTCON   
 KL0737  ___________________________________________________________________
 KL0737  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 KL0737  GEOID HEIGHT-         -15.68  (meters)                     GEOID03
 KL0737
 KL0737  HORZ ORDER  -  THIRD
 KL0737  VERT ORDER  -  THIRD ? (See Below)
 KL0737
 KL0737.The horizontal coordinates were established by classical geodetic methods
 KL0737.and adjusted by the National Geodetic Survey in January 1993..
 KL0737
 KL0737.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0737.The vertical order pertains to the NGVD 29 superseded value.
 KL0737
 KL0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0737
 KL0737.The geoid height was determined by GEOID03.
 KL0737
 KL0737;                    North         East     Units Scale Factor Converg.
 KL0737;SPC CO C     -   504,306.023   708,569.324   MT  0.99997469   -1 30 42.4
 KL0737;SPC CO C     - 1,654,544.01  2,324,697.86   sFT  0.99997469   -1 30 42.4
 KL0737;SPC CO N     -   337,863.320   708,561.246   MT  1.00001969   -1 32 55.6
 KL0737;SPC CO N     - 1,108,473.24  2,324,671.35   sFT  1.00001969   -1 32 55.6
 KL0737;UTM  13      - 4,388,045.365   251,276.594   MT  1.00036172   -1 50 52.1
 KL0737
 KL0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0737!SPC CO C     -   0.99956547  x   0.99997469  =   0.99954017
 KL0737!SPC CO N     -   0.99956547  x   1.00001969  =   0.99958515
 KL0737!UTM  13      -   0.99956547  x   1.00036172  =   0.99992703
 KL0737
 KL0737:                Primary Azimuth Mark                     Grid Az
 KL0737:SPC CO C     -  HOGBACK                                  033 28 51.2
 KL0737:SPC CO N     -  HOGBACK                                  033 31 04.4
 KL0737:UTM  13      -  HOGBACK                                  033 49 00.9
 KL0737
 KL0737|---------------------------------------------------------------------|
 KL0737| PID    Reference Object                     Distance      Geod. Az  |
 KL0737|                                                           dddmmss.s |
 KL0737| KL0731 HOGBACK                             APPROX. 6.5 KM 0315808.8 |
 KL0737|---------------------------------------------------------------------|
 KL0737
 KL0737                          SUPERSEDED SURVEY CONTROL
 KL0737
 KL0737  NAD 83(1986)-  39 36 21.79695(N)    107 53 49.24020(W) AD(       ) 3
 KL0737  NAD 27      -  39 36 21.87675(N)    107 53 46.99171(W) AD(       ) 3
 KL0737  NGVD 29 (07/19/86) 2785.20   (m)         9137.8    (f) LEVELING    3  
 KL0737
 KL0737.Superseded values are not recommended for survey control.
 KL0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0737.See file dsdata.txt to determine how the superseded data were derived.
 KL0737
 KL0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD5127788045(NAD 83)
 KL0737_MARKER: DD = SURVEY DISK
 KL0737_SETTING: 66 = SET IN ROCK OUTCROP
 KL0737_SP_SET: SET IN ROCK OUTCROP
 KL0737_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0737+STABILITY: POSITION/ELEVATION WELL
 KL0737
 KL0737  HISTORY     - Date     Condition        Report By
 KL0737  HISTORY     - 1945     MONUMENTED       USGS
 KL0737  HISTORY     - 1950     GOOD             USGS
 KL0737  HISTORY     - 1960     GOOD             USGS
 KL0737
 KL0737                          STATION DESCRIPTION
 KL0737
 KL0737'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (JK)
 KL0737'STATION IS OLD GEOLOGICAL SURVEY STATION SET IN 1945.  NEW DESCRIPTION
 KL0737'FOLLOWS
 KL0737'
 KL0737'LOCATED 6 MI. N. AND 6 MI. W. OF TOWN OF RIFLE, COLORADO, ON THE RIM
 KL0737'OF THE BOOK CLIFFS OVERLOOKING COLORADO STATE HIGHWAY 13, IN NW. 1/4
 KL0737'SEC. 24, T 5 S, R 94 W.
 KL0737'
 KL0737'TO REACH STATION FROM POST OFFICE BUILDING IN THE TOWN OF RIFLE,
 KL0737'FOLLOW COLORADO STATE HIGHWAY 13 N. FOR 18.2 MI. TO RIO BLANCO POST
 KL0737'OFFICE.  TURN LEFT AND PROCEED ALONG THIS RD. FOR 3.95 MI.  TURN
 KL0737'LEFT THROUGH GATE AND PROCEED FOR 2.0 MI. TO FORK.  TAKE RIGHT FORK
 KL0737'AND FOLLOW THIS RD. 5.35 MI. TO ANOTHER FORK.  TAKE LEFT FORK AND AT
 KL0737'0.7 MI. TAKE ANOTHER LEFT FORK.  FOLLOW THIS RD. 0.6 MI. TO FORK.
 KL0737'TAKE RIGHT FORK AND FOLLOW THIS RD. 1.9 MI. TO T-INTERSECTION.  TURN
 KL0737'RIGHT AND PROCEED STRAIGHT AHEAD AT INTERSECTING RD. 0.4 MI. ALONG
 KL0737'THIS RD.  AT 1.6 MI. PAST INTERSECTING RD. TAKE LEFT FORK, AND 4.05
 KL0737'MI. BEYOND FORK TAKE ANOTHER LEFT FORK.  FOLLOW THIS RD. 1.85 MI. TO
 KL0737'FORK.  TAKE LEFT FORK AND THEN 1.15 MI. FURTHER ALONG THIS RD. TAKE
 KL0737'ANOTHER LEFT FORK.  FOLLOW THIS RD. FOR 2.5 MI. THEN TURN LEFT ONTO
 KL0737'RD. LEADING UP DRAW.  FOLLOW THIS RD. 0.3 MI. TO END.  WALK UP SCRUB
 KL0737'OAK COVERED KNOLL TO NE.  STATION IS LOCATED ON BARE SPOT ON TOP OF
 KL0737'KNOLL AT EDGE OF CLIFF.
 KL0737'
 KL0737'STATION MARK--STANDARD TABLET, STAMPED ---CORRAL 1945---, CEMENTED IN
 KL0737'SMALL FLAT ROCK LEVEL WITH GROUND.
 KL0737'
 KL0737'REFERENCE MARKS--NONE.
 KL0737
 KL0737                          STATION RECOVERY (1960)
 KL0737
 KL0737'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 KL0737'STATION IS OLD GEOLOGICAL SURVEY STATION SET IN 1945.  NEW DESCRIPTION
 KL0737'FOLLOWS
 KL0737'
 KL0737'LOCATED 6 MI. N. AND 6 MI. W. OF TOWN OF RIFLE, COLORADO, ON THE RIM
 KL0737'OF THE BOOK CLIFFS OVERLOOKING COLORADO STATE HIGHWAY 13, IN NW. 1/4
 KL0737'SEC. 24, T 5 S, R 94 W.
 KL0737'
 KL0737'TO REACH STATION FROM POST OFFICE BUILDING IN THE TOWN OF RIFLE,
 KL0737'FOLLOW COLORADO STATE HIGHWAY 13 N. FOR 18.2 MI. TO RIO BLANCO POST
 KL0737'OFFICE.  TURN LEFT AND PROCEED ALONG THIS RD. FOR 3.95 MI.  TURN
 KL0737'LEFT THROUGH GATE AND PROCEED FOR 2.0 MI. TO FORK.  TAKE RIGHT FORK
 KL0737'AND FOLLOW THIS RD. 5.35 MI. TO ANOTHER FORK.  TAKE LEFT FORK AND AT
 KL0737'0.7 MI. TAKE ANOTHER LEFT FORK.  FOLLOW THIS RD. 0.6 MI. TO FORK.
 KL0737'TAKE RIGHT FORK AND FOLLOW THIS RD. 1.9 MI. TO T-INTERSECTION.  TURN
 KL0737'RIGHT AND PROCEED STRAIGHT AHEAD AT INTERSECTING RD. 0.4 MI. ALONG
 KL0737'THIS RD.  AT 1.6 MI. PAST INTERSECTING RD. TAKE LEFT FORK AND 4.05
 KL0737'MI. BEYOND FORK TAKE ANOTHER LEFT FORK.  FOLLOW THIS RD. 1.85 MI.
 KL0737'TO FORK.  TAKE LEFT FORK AND THEN 1.15 MI. FURTHER ALONG THIS RD.
 KL0737'TAKE ANOTHER LEFT FORK.  FOLLOW THIS RD. FOR 2.5 MI., THEN TURN LEFT
 KL0737'ONTO RD. LEADING UP DRAW.  FOLLOW THIS RD. 0.3 MI. TO END.  WALK UP
 KL0737'SCRUB OAK COVERED KNOLL TO NE.  STATION IS LOCATED ON BARE SPOT ON
 KL0737'TOP OF KNOLL AT EDGE OF CLIFF.
 KL0737'
 KL0737'STATION MARK--STANDARD TABLET STAMPED---CORRAL 1945---, CEMENTED IN
 KL0737'SMALL FLAT ROCK LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1153 ***********************************************************************
 JK1153  FBN         -  This is a Federal Base Network Control Station.
 JK1153  DESIGNATION -  CORRAL BLUFFS
 JK1153  PID         -  JK1153
 JK1153  STATE/COUNTY-  CO/EL PASO
 JK1153  USGS QUAD   -  CORRAL BLUFFS (1975)
 JK1153
 JK1153                         *CURRENT SURVEY CONTROL
 JK1153  ___________________________________________________________________
 JK1153* NAD 83(1992)-  38 52 11.31644(N)    104 35 36.16192(W)     ADJUSTED  
 JK1153* NAVD 88     -      2070.1    (meters)    6792.     (feet)  GPS OBS   
 JK1153  ___________________________________________________________________
 JK1153  X           -  -1,253,238.672 (meters)                     COMP
 JK1153  Y           -  -4,813,537.874 (meters)                     COMP
 JK1153  Z           -   3,982,362.495 (meters)                     COMP
 JK1153  LAPLACE CORR-          -7.07  (seconds)                    DEFLEC99
 JK1153  ELLIP HEIGHT-        2052.15  (meters)          (09/24/02) GPS OBS
 JK1153  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 JK1153
 JK1153  HORZ ORDER  -  A
 JK1153  ELLP ORDER  -  THIRD     CLASS I
 JK1153
 JK1153.The horizontal coordinates were established by GPS observations
 JK1153.and adjusted by the National Geodetic Survey in May 1992..
 JK1153
 JK1153.The orthometric height was determined by GPS observations and a
 JK1153.high-resolution geoid model.
 JK1153
 JK1153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1153
 JK1153.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1153
 JK1153.The ellipsoidal height was determined by GPS observations
 JK1153.and is referenced to NAD 83.
 JK1153
 JK1153.The geoid height was determined by GEOID03.
 JK1153
 JK1153;                    North         East     Units Scale Factor Converg.
 JK1153;SPC CO C     -   420,249.318   993,077.215   MT  0.99994401   +0 34 18.5
 JK1153;SPC CO C     - 1,378,767.97  3,258,120.83   sFT  0.99994401   +0 34 18.5
 JK1153;UTM  13      - 4,302,407.985   535,274.582   MT  0.99961532   +0 15 18.6
 JK1153
 JK1153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1153!SPC CO C     -   0.99967812  x   0.99994401  =   0.99962215
 JK1153!UTM  13      -   0.99967812  x   0.99961532  =   0.99929357
 JK1153
 JK1153:                Primary Azimuth Mark                     Grid Az
 JK1153:SPC CO C     -  CORRAL BLUFFS AZ MK                      001 36 49.5
 JK1153:UTM  13      -  CORRAL BLUFFS AZ MK                      001 55 49.4
 JK1153
 JK1153|---------------------------------------------------------------------|
 JK1153| PID    Reference Object                     Distance      Geod. Az  |
 JK1153|                                                           dddmmss.s |
 JK1153| CM7876 CORRAL BLUFFS AZ MK                                0021108.0 |
 JK1153| CM7877 CORRAL BLUFFS RM 1                    6.933 METERS 09746     |
 JK1153| CM7878 CORRAL BLUFFS RM 2                    7.922 METERS 18615     |
 JK1153| JK1181 DENVER ALBUQUERQUE AWY BCN 3        APPROX.21.9 KM 2041347.7 |
 JK1153| JK1159 PETERSON FIELD BEACON               APPROX.11.3 KM 2412150.0 |
 JK1153| JK1213 COLORADO SPRINGS RAD KRDO MST       APPROX.20.5 KM 2591946.4 |
 JK1153| JK1208 COLORADO SPRINGS CITY POL MAST      APPROX.21.6 KM 2631534.8 |
 JK1153| KK1644 BLACK RESET                         APPROX.14.9 KM 3551213.3 |
 JK1153|---------------------------------------------------------------------|
 JK1153
 JK1153                          SUPERSEDED SURVEY CONTROL
 JK1153
 JK1153  ELLIP H (05/26/92) 2052.12   (m)                       GP(       ) 1 1
 JK1153  NAD 83(1986)-  38 52 11.30733(N)    104 35 36.15636(W) AD(       ) 1
 JK1153  NAD 27      -  38 52 11.33200(N)    104 35 34.26300(W) AD(       ) 1
 JK1153  NGVD 29 (07/20/87) 2069.4    (m)         6789.     (f) GPS OBS        
 JK1153
 JK1153.Superseded values are not recommended for survey control.
 JK1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1153.See file dsdata.txt to determine how the superseded data were derived.
 JK1153
 JK1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED3527502408(NAD 83)
 JK1153_MARKER: DS = TRIANGULATION STATION DISK
 JK1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1153_SP_SET: CONCRETE POST
 JK1153_STAMPING: CORRAL BLUFFS 1879
 JK1153_MARK LOGO: CGS   
 JK1153_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK1153+STABILITY: SURFACE MOTION
 JK1153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1153+SATELLITE: SATELLITE OBSERVATIONS - May 28, 1991
 JK1153
 JK1153  HISTORY     - Date     Condition        Report By
 JK1153  HISTORY     - 1879     MONUMENTED       CGS
 JK1153  HISTORY     - 1922     GOOD             CGS
 JK1153  HISTORY     - 1944     GOOD             CGS
 JK1153  HISTORY     - 1947     GOOD             USGS
 JK1153  HISTORY     - 1949     GOOD             CGS
 JK1153  HISTORY     - 1953     GOOD             CGS
 JK1153  HISTORY     - 1958     GOOD             CGS
 JK1153  HISTORY     - 1970     GOOD             NGS
 JK1153  HISTORY     - 1975     GOOD             LOCENG
 JK1153  HISTORY     - 1976     GOOD             NGS
 JK1153  HISTORY     - 19860617 GOOD
 JK1153  HISTORY     - 1988     GOOD             LOCENG
 JK1153  HISTORY     - 19910528 GOOD             NGS
 JK1153
 JK1153                          STATION DESCRIPTION
 JK1153
 JK1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 JK1153'ABOUT 4 MILES SOUTH AND 1 MILE EAST OF FALCON, ON THE EDGE OF THE
 JK1153'BLUFF FORMING THE NORTHERN BOUNDARY OF WHAT IS KNOWN AS THE
 JK1153'BIG CORRAL, A NATURAL FORMATION USED TO PEN UP CATTLE DURING
 JK1153'THE ROUND-UP.  THE STATION IS IN THE SE. 1/4 SE. 1/4 SEC. 31,
 JK1153'T. 13 S., R. 64 W., ON THE HIGHEST LAND IN THE VICINITY AND
 JK1153'COMMANDS A VIEW OF THE PLAINS AS FAR SOUTH AS THE ARKANSAS
 JK1153'RIVER.  UNDERGROUND MARK IS A CROSS ON A LEAD BOLT IN A
 JK1153'BOWLDER, 25 INCHES BELOW THE SURFACE.  SURFACE MARK IS A DISK
 JK1153'SET AS DESCRIBED.  IT IS 3 INCHES ABOVE THE
 JK1153'SURFACE.  POINTS OF REFERENCE ARE--CENTER OF ROAD ON EAST
 JK1153'LINE OF SECTION 31, EAST 168 METERS (552 FEET).  EAST TO EDGE
 JK1153'OF DEEP DRAIN, 20 FEET.  WEST TO EDGE OF DEEP DRAIN, 200
 JK1153'FEET.  SOUTH TO EDGE OF BLUFF, 30 FEET.
 JK1153
 JK1153                          STATION RECOVERY (1944)
 JK1153
 JK1153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (HJB)
 JK1153'RECOVERED IN GOOD CONDITION AS DESCRIBED.  DESCRIPTION ADEQUATE.
 JK1153
 JK1153                          STATION RECOVERY (1947)
 JK1153
 JK1153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 JK1153'STATION MARK--USC AND GS STANDARD DISK SET IN A CONCRETE POST WHICH
 JK1153'PROJECTS 4 IN.  STAMPED ---CORRAL BLUFFS 1879---.
 JK1153'
 JK1153'REFERENCE MARKS--NONE.
 JK1153
 JK1153                          STATION RECOVERY (1949)
 JK1153
 JK1153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 JK1153'THE STATION WAS FOUND AS DESCRIBED.  TWO REFERENCE MARKS AND
 JK1153'AN AZIMUTH MARK WERE ESTABLISHED.  DATA LISTED BELOW.
 JK1153'
 JK1153'THE STATION IS LOCATED ON THE NORTHERN AND HIGHEST POINT OF A
 JK1153'HORSESHOE-SHAPED BLUFF FORMATION LOCALLY KNOWN AS THE BIG
 JK1153'CORRAL.  IT HAS THE HOLLOW TO THE SOUTHWEST, FALLS OFF SHARPLY
 JK1153'BUT UNEVENLY IN 100 FOOT BLUFFS TOWARDS THE CENTER OF THE
 JK1153'HOLLOW AND GRADUALLY TO THE OUTSIDE.  IT IS 4 MILES AIR LINE
 JK1153'SOUTHEAST OF FALCON, 2.3 MILES AIR LINE NORTH OF STATE HIGHWAY
 JK1153'94, 0.7 MILE AIR LINE SOUTH OF BLANEYS FARM BUILDINGS, 20 YARDS
 JK1153'NORTH OF THE SOUTH SPUR, ON THE HIGHEST POINT, 15 PACES WEST
 JK1153'OF THE EAST RIM, 7 FEET SOUTHEAST OF A 4 X 4 WITNESS POST,
 JK1153'PROJECTS 4 INCHES AND IS STAMPED, CORRAL BLUFFS 1879.
 JK1153'
 JK1153'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 INCHES LOWER THAN THE
 JK1153'STATION, ABOUT 5 PACES WEST OF THE EAST EDGE, PROJECTS
 JK1153'4 INCHES, AND IS STAMPED, CORRAL BLUFFS NO 1 1949.
 JK1153'
 JK1153'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT HIGHER THAN THE
 JK1153'STATION PROJECTS 5 INCHES, AND IS STAMPED, CORRAL
 JK1153'BLUFFS NO 2 1949.
 JK1153'
 JK1153'THE AZIMUTH MARK IS LOCATED ALONG THE SOUTH SIDE OF MAIN
 JK1153'GRADED ROAD, AT THE TOP OF A SMALL HILL, 0.1 MILE WEST OF THE
 JK1153'BLANEY FARM BUILDINGS, 10 PACES WEST OF THE CENTER OF WIRE GATE,
 JK1153'2 FEET NORTH OF FENCE LINE, 6 FEET EAST OF A 4 X 4 WITNESS
 JK1153'POST PROJECTS 5 INCHES, AND IS STAMPED, CORRAL BLUFFS
 JK1153'1949.
 JK1153'
 JK1153'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 87, 87, AND 24 IN
 JK1153'COLORADO SPRINGS, DRIVE EAST ON U.S. HIGHWAY 24 FOR 6.5 MILES
 JK1153'TO JUNCTION OF U.S. HIGHWAY 24 WITH STATE HIGHWAY 94.  CONTINUE
 JK1153'EAST ALONG STATE HIGHWAY 94 FOR 7.0 MILES TO A CROSSROAD AT TOP
 JK1153'OF BLUFFS, JUST EAST OF A DEEP CUT.  TURN LEFT, LEAVING HIGHWAY,
 JK1153'AND DRIVE NORTH ON GRADED ROAD FOR 2.0 MILES, THENCE WEST FOR
 JK1153'0.5 MILE.  THENCE NORTH FOR 1.0 MILE.  THENCE WEST FOR 0.4 MILE
 JK1153'ALONG GRADED ROAD TO THE BLANEY FARM BUILDINGS ON LEFT (SOUTH)
 JK1153'SIDE OF ROAD.  TURN LEFT, PASS THROUGH YARD AND CONTINUE
 JK1153'SOUTH ALONG AN OLD TRACK ROAD FOR 0.8 MILE.  HERE TURN RIGHT
 JK1153'(WEST) FOR 0.1 MILE TO HIGHEST POINT AND STATION.  A DRIVE
 JK1153'STATION.
 JK1153
 JK1153                          STATION RECOVERY (1953)
 JK1153
 JK1153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 JK1153'THE STATION, REFEENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 JK1153'AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 JK1153'
 JK1153'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 JK1153'
 JK1153'THE STATION IS LOCATED ABOUT 11 MILES EAST OF COLORADO SPRINGS
 JK1153'AND ABOUT 5 MILES SOUTH-SOUTHEAST OF FALCON ON THE SUMMIT OF A
 JK1153'PROMINENT HILL AND NEAR THE EDGE OF A HIGH BLUFF OVERLOOKING
 JK1153'A VALLEY TO THE SOUTH AND WEST, 7 FEET SOUTHEAST OF A WITNESS
 JK1153'POST.  IT IS STAMPED CORRAL BLUFFS 1879 AND PROJECTS 4 INCHES.
 JK1153'
 JK1153'REFERENCE MARK NO. 1 IS ON THE SUMMIT OF THE HILL JUST WEST OF
 JK1153'THE EDGE OF BLUFF.  IT IS STAMPED CORRAL BLUFFS NO 1 1949 AND
 JK1153'PROJECTS 4 INCHES.
 JK1153'
 JK1153'REFERENCE MARK NO. 2 IS ON THE SUMMIT OF THE HILL JUST NORTH
 JK1153'OF THE EDGE OF BLUFF.  IT IS STAMPED CORRAL BLUFFS NO 2 1949
 JK1153'AND PROJECTS 6 INCHES.
 JK1153'
 JK1153'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 34.12 FEET.
 JK1153'
 JK1153'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 20 FEET SOUTH OF
 JK1153'THE CENTER OF A GRAVELED ROAD, 20 FEET WEST OF THE WEST END OF A
 JK1153'WIRE GATE, 5 FEET EAST OF A WITNESS POST AND 2 FEET NORTH OF AN
 JK1153'EAST-WEST FENCE LINE.  IT IS STAMPED CORRAL BLUFFS 1949 AND
 JK1153'PROJECTS 5 INCHES.
 JK1153'
 JK1153'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 24, 85
 JK1153'AND 87 JUST SOUTHWEST OF THE HIGH SCHOOL IN COLORADO SPRINGS,
 JK1153'GO EAST ON U.S. HIGHWAY 24 (PLATTE AVENUE) FOR 6.4 MILES TO
 JK1153'JUNCTION WITH STATE HIGHWAY 94, CONTINUE EAST ON STATE HIGHWAY
 JK1153'94 FOR 6.75 MILES TO A CROSSROAD AT THE TOP OF A HILL, TURN
 JK1153'LEFT AND GO NORTH ON GRAVELED ROAD FOR 2.0 MILES TO A T
 JK1153'INTERSECTION.  TURN LEFT AND GO WEST FOR 0.5 MILE TO POINT
 JK1153'WHERE ROAD CURVES NORTH, TURN RIGHT AND GO NORTH FOR 1.0 MILE
 JK1153'TO A T INTERSECTION, TURN LEFT AND GO WEST FOR 0.4 MILE TO A
 JK1153'RANCH HOUSE ON LEFT.  (CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO
 JK1153'AZIMUTH MARK ON LEFT AS DESCRIBED.) TURN LEFT, PASS
 JK1153'THROUGH YARD AND GO SOUTH ON TRACK ROAD FOR 0.8 MILE TO SUMMIT
 JK1153'OF HILL, TURN RIGHT AND GO WEST FOR 0.1 MILE TO HIGHEST
 JK1153'POINT OF HILL AND STATION JUST NORTH OF EDGE OF BLUFF AS
 JK1153'DESCRIBED.
 JK1153
 JK1153                          STATION RECOVERY (1958)
 JK1153
 JK1153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WTJ)
 JK1153'STATION AND ALL MARKS RECOVERED AS DESCRIBED BY DHK IN 1949,
 JK1153'IN GOOD CONDITION.
 JK1153
 JK1153                          STATION RECOVERY (1970)
 JK1153
 JK1153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RDS)
 JK1153'STATION MARK AND REFERENCE MARKS RECOVERED IN GOOD CONDITION
 JK1153'AS DESCRIBED.
 JK1153'
 JK1153'TO REACH DESCRIPTION IS ADEQUATE.
 JK1153'
 JK1153'STATION MARK IS A STANDARD USC AND GS BRONZE DISK SET IN THE
 JK1153'TOP OF A CONCRETE POST PROJECTING 4 INCHES, STAMPED CORRAL
 JK1153'BLUFFS 1879, 6.1 FEET NORTH OF USC AND GS WITNESS SIGN.
 JK1153'
 JK1153'STATION BLACK 1953 USC AND GS IS VISIBLE FROM THE GROUND, AT
 JK1153'THIS STATION AND WILL SERVE AS THE AZIMUTH MARK.
 JK1153'
 JK1153'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
 JK1153
 JK1153                          STATION RECOVERY (1975)
 JK1153
 JK1153'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (KRW)
 JK1153'STATION RECOVERED BY R. KEITH HOOK AND ASSOCIATES.
 JK1153'
 JK1153'CORRALL BLUFFS 1879 - GOOD NEEDS NEW WITNESS POST.
 JK1153'
 JK1153'CORRALL BLUFFS NO. 1 1949 - GOOD.
 JK1153'
 JK1153'CORRAL BLUFFS NO. 2 1949 - GOOD.
 JK1153'
 JK1153'CORRAL BLUFFS 1949 - AZIMUTH MARK GOOD NEEDS NEW WITNESS POST.
 JK1153'
 JK1153'DESCRIPTION IS ADEQUATE.
 JK1153
 JK1153                          STATION RECOVERY (1976)
 JK1153
 JK1153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JK1153'STATION RECOVERED AND ALL MARKS ARE VERY GOOD CONDITION.  DISTANCE
 JK1153'AND DIRECTION TO THE MARKS CHECKED FAIRLY GOOD.
 JK1153'
 JK1153'THE IMMEDIATE STATION MARK SITE IS NOW FENCED THEREFORE PERSONS
 JK1153'VISITING THE STATION WILL HAVE TO PACK ABOUT 0.1 MILE ACROSS OPEN
 JK1153'PASTURE TO THE STATION MARK FROM FENCELINE.
 JK1153'
 JK1153'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 24 AND STATE
 JK1153'HIGHWAY 94 WHICH IS ABOUT 7 MILES EAST OF THE APPROXIMATE CENTER OF
 JK1153'THE COLORADO SPRINGS BUSINESS CENTER.  GO EAST ON STATE HIGHWAY 94
 JK1153'FOR 7.0 MILES TO THE TOP OF A HILL AND GRAVELED CROSSROAD.  TURN
 JK1153'LEFT AND GO NORTH ON THE GRAVELED ROAD BLANEY ROAD FOR 2.0 MILES TO
 JK1153'A GRAVELED T-ROAD.  TURN LEFT AND FOLLOW THE GRAVELED ROAD,
 JK1153'BLANEY ROAD, WEST AND NORTH FOR 1.95 MILES TO THE JUNCTION WITH
 JK1153'BLANEY ROAD EAST ON RIGHT AND A TRACK ROAD ON LEFT ABOUT 150 FEET
 JK1153'EAST OF AN OLD FARM HOUSE ON THE SOUTH SIDE OF THE ROAD.  TURN LEFT
 JK1153'AND GO SOUTH AND WEST ON THE TRACK ROAD FOR 0.1 MILE TO THE
 JK1153'SOUTH SIDE OF THE OLD HOUSE.  TURN LEFT AND GO SOUTHERLY ON A TRACK
 JK1153'ROAD FOR 0.8 MILE TO THE TOP OF A HILL AND FENCELINE ON RIGHT.  CROSS
 JK1153'THE FENCE AND PACK WESTERLY FOR ABOUT 0.1 MILE TO THE HIGHEST
 JK1153'POINT AND STATION.
 JK1153'
 JK1153'AZIMUTH MARK IS REACHED FROM THE JUNCTION OF BLANEY AND BLANEY ROAD
 JK1153'EAST MENTIONED ABOVE.  GO WEST ON BLANEY ROAD FOR 0.2 MILE TO AN OLD
 JK1153'WIRE GATE AND MARK ON THE LEFT.
 JK1153'
 JK1153'STATION MARK DISK IS STAMPED CORRAL BLUFFS 1879, SET IN THE TOP OF A
 JK1153'2 FEET X 2 FEET SQUARE CONCRETE MONUMENT PROJECTING ABOUT 4
 JK1153'INCHES.  MARK IS 6.1 FEET NORTH OF A METAL WITNESS POST WITH A
 JK1153'METAL WITNESS SIGN ATTACHED.
 JK1153'
 JK1153'REFERENCE MARK 1 DISK IS STAMPED CORRAL BUFFS 1949 NO 1, SET IN THE
 JK1153'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES.
 JK1153'
 JK1153'REFERENCE MARK 2 DISK IS STAMPED CORRAL BLUFFS 1949 NO 2, SET IN THE
 JK1153'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES.
 JK1153'
 JK1153'AZIMUTH MARK DISK IS STAMPED CORRAL BLUFFS 1949, SET IN THE TOP OF A
 JK1153'SQUARE CONCRETE MONUMENT PROJECTING ABOUT 5 INCHES.  MARK IS 25 FEET
 JK1153'SOUTH OF THE APPROXIMATE CENTER OF BLANEY ROAD, 28 FEET WEST OF THE
 JK1153'APPROXIMATE CENTER OF AN OLD WIRE GATE, 2.5 FEET WEST OF A METAL
 JK1153'WITNESS POST AND 2 FEET NORTH OF A BARBED WIRE FENCE.
 JK1153'
 JK1153'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 JK1153'SOUTH-SOUTHEAST OF FALCON.
 JK1153
 JK1153                          STATION RECOVERY (1986)
 JK1153
 JK1153'RECOVERED 1986
 JK1153'RECOVERED IN GOOD CONDITION.
 JK1153
 JK1153                          STATION RECOVERY (1988)
 JK1153
 JK1153'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988 (MJ)
 JK1153'RECOVERED IN GOOD CONDITION.
 JK1153
 JK1153                          STATION RECOVERY (1991)
 JK1153
 JK1153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JK1153'THE STATION IS LOCATED ABOUT 11.27 KM (7.00 MI) EAST-NORTHEAST OF
 JK1153'COLORADO SPRINGS, 16.09 KM (10.00 MI) WEST-NORTHWEST OF ELLICOTT ON
 JK1153'RANCH LAND, IN THE SOUTHEAST 1/4 OF SECTION 31, T 13 S, R 64 W.
 JK1153'OWNERSHIP--JOHN O. BOUCHER, 620 SOUTH FRANCEVILLE COAL MINE ROAD,
 JK1153'COLORADO SPRINGS, CO 80929.  PHONE IS 719-683-2205.  CALL KIP WHITE,
 JK1153'EL PASO COUNTY CENTRAL MAPPING SECTION.  PHONE IS 719-520-6346 FOR
 JK1153'COMBINATION TO LOCKED GATE.
 JK1153'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 24 AND STATE
 JK1153'HIGHWAY 94 ON THE EAST SIDE OF COLORADO SPRINGS, GO EAST ON STATE
 JK1153'HIGHWAY 94 FOR 8.13 KM (5.05 MI) TO A SIDE ROAD LEFT, CORRAL VALLEY
 JK1153'ROAD.  CONTINUE EAST ON STATE HIGHWAY 94 FOR 3.22 KM (2.00 MI) TO A
 JK1153'DIRT ROAD INTERSECTION, BLANEY RD.  TURN LEFT AND GO NORTH ON BLANEY
 JK1153'ROAD FOR 3.33 KM (2.07 MI) TO A T-JUNCTION AT DAVIS ROAD.  TURN LEFT
 JK1153'AND FOLLOW DAVIS ROAD FOR 0.89 KM (0.55 MI) TO WHERE ROAD CURVES
 JK1153'RIGHT AND BECOMES HOOFBEAT ROAD AND A LOCKED WIRE GATE STRAIGHT
 JK1153'AHEAD.  PASS THROUGH THE GATE AND FOLLOW MAIN TRAVELED FIELD ROAD FOR
 JK1153'0.60 KM (0.37 MI) TO A DUMP AREA FOR TRASH.  TURN RIGHT AND FOLLOW
 JK1153'ROAD FOR 0.45 KM (0.28 MI) TO A FENCE CORNER.  TURN LEFT FOR 0.16 KM
 JK1153'(0.10 MI) TO THE STATION ON THE LEFT, ON THE TOP OF A BLUFF.
 JK1153'THE STATION IS LOCATED 1.87 M (6.14 FT) NORTH FROM A METAL WITNESS
 JK1153'POST WITH SIGN, 1.68 M (5.51 FT) SOUTH FROM A FIBERGLASS WITNESS
 JK1153'POST, 1.55 M (5.09 FT) EAST FROM A METAL WITNESS POST WITH NO SIGN
 JK1153'AND IN THE CENTER OF A 0.67 M (2.20 FT) SQUARE CONCRETE PAD.
 JK1153'DESCRIBED BY D.A.BOWLING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI8833 ***********************************************************************
 AI8833  DESIGNATION -  CORTEZ CBL 0
 AI8833  PID         -  AI8833
 AI8833  STATE/COUNTY-  CO/MONTEZUMA
 AI8833  USGS QUAD   -  MUD CREEK (1979)
 AI8833
 AI8833                         *CURRENT SURVEY CONTROL
 AI8833  ___________________________________________________________________
 AI8833* NAD 83(1992)-  37 18 14.23242(N)    108 37 41.27409(W)     ADJUSTED  
 AI8833* NAVD 88     -      1800.6    (meters)    5907.     (feet)  GPS OBS   
 AI8833  ___________________________________________________________________
 AI8833  X           -  -1,623,008.440 (meters)                     COMP
 AI8833  Y           -  -4,814,850.490 (meters)                     COMP
 AI8833  Z           -   3,845,358.849 (meters)                     COMP
 AI8833  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 AI8833  ELLIP HEIGHT-        1781.01  (meters)          (01/22/03) GPS OBS
 AI8833  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 AI8833
 AI8833  HORZ ORDER  -  THIRD
 AI8833  ELLP ORDER  -  FOURTH    CLASS II
 AI8833
 AI8833.The horizontal coordinates were established by GPS observations
 AI8833.and adjusted by the National Geodetic Survey in December 2000..
 AI8833
 AI8833.The orthometric height was determined by GPS observations and a
 AI8833.high-resolution geoid model.
 AI8833
 AI8833.Photographs are available for this station.
 AI8833
 AI8833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI8833
 AI8833.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI8833
 AI8833.The ellipsoidal height was determined by GPS observations
 AI8833.and is referenced to NAD 83.
 AI8833
 AI8833.The geoid height was determined by GEOID03.
 AI8833
 AI8833;                    North         East     Units Scale Factor Converg.
 AI8833;SPC CO S     -   380,172.323   637,129.028   MT  0.99998793   -1 55 07.4
 AI8833;SPC CO S     - 1,247,282.03  2,090,314.15   sFT  0.99998793   -1 55 07.4
 AI8833;UTM  12      - 4,131,229.582   710,212.586   MT  1.00014436   +1 26 16.7
 AI8833
 AI8833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI8833!SPC CO S     -   0.99972059  x   0.99998793  =   0.99970852
 AI8833!UTM  12      -   0.99972059  x   1.00014436  =   0.99986491
 AI8833
 AI8833|---------------------------------------------------------------------|
 AI8833| PID    Reference Object                     Distance      Geod. Az  |
 AI8833|                                                           dddmmss.s |
 AI8833| AA9894 CEZ C                               263.009 METERS 17711     |
 AI8833|---------------------------------------------------------------------|
 AI8833
 AI8833                          SUPERSEDED SURVEY CONTROL
 AI8833
 AI8833  ELLIP H (12/11/00) 1781.07   (m)                       GP(       ) 4 2
 AI8833
 AI8833.Superseded values are not recommended for survey control.
 AI8833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI8833.See file dsdata.txt to determine how the superseded data were derived.
 AI8833
 AI8833_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG1021331230(NAD 83)
 AI8833_MARKER: DQ = CALIBRATION BASE LINE DISK
 AI8833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI8833_STAMPING: CORTEZ 0 M 1997
 AI8833_MARK LOGO: NGS   
 AI8833_PROJECTION: PROJECTING 5 CENTIMETERS
 AI8833_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI8833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI8833+STABILITY: SURFACE MOTION
 AI8833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI8833+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2000
 AI8833
 AI8833  HISTORY     - Date     Condition        Report By
 AI8833  HISTORY     - 1997     MONUMENTED       NGS
 AI8833  HISTORY     - 19981106 GOOD             NGS
 AI8833  HISTORY     - 20001102 GOOD             NGS
 AI8833
 AI8833                          STATION DESCRIPTION
 AI8833
 AI8833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998
 AI8833'THE BASE LINE IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTHWEST OF CORTEZ AT
 AI8833'THE CORTEZ-MONTEZUMA COUNTY AIRPORT AND IN THE SOUTHEAST 1/4 OF
 AI8833'SECTION 8, T 35 N, R 16 W.
 AI8833' 
 AI8833'THE BASE LINE IS AN SOUTHWEST-NORTHEAST LINE WITH THE 0-METER POINT ON
 AI8833'THE SOUTHWEST END. IT CONSISTS OF THE 0, 150, 430, AND 1000-METER
 AI8833'POINTS. THERE IS NO  100-FOOT TAPE CALIBRATION STATION LOCATED AT THIS
 AI8833'BASE LINE.
 AI8833' 
 AI8833'TO REACH THE 0-METER POINT FROM THE WESTERN JUNCTION OF U.S. HIGHWAY
 AI8833'666 AND US HIGHWAY 160 IN CORTEZ, GO 4.10 KM (2.55 MI) SOUTHERLY ALONG
 AI8833'US HIGHWAY 160 TO THE INTERSECTION OF THE ROAD TO THE AIRPORT (MCELMO
 AI8833'CANYON ROAD). TURN RIGHT AND GO WEST ON MCELMO CANYON ROAD FOR 1.6 KM
 AI8833'(1.0 MI) TO A SIDE ROAD RIGHT (AIRPORT ROAD).  TURN LEFT ON AIRPORT
 AI8833'ROAD AND GO SOUTH FOR 1.0 KM (0.6 MI) TO THE AIRPORT AND TERMINAL.
 AI8833'FROM THE TERMINAL GO ACROSS THE APRON TO THE NORTHEAST TO THE OPEN
 AI8833'AREA BETWEEN TAXIWAY A AND THE RUNWAY. THE STATION IS LOCATED NORTH OF
 AI8833'TAXIWAY A2.
 AI8833' 
 AI8833'THE 0-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 AI8833'STAMPED--CORTEZ 0 M 1997--, SET IN THE TOP OF A 35 CM (14 IN) DIAMETER
 AI8833'CONCRETE POST, PROJECTING 4 CM (1.6 IN) ABOVE THE SURFACE OF THE
 AI8833'GROUND.  IT IS 45.4 M (149.3 FT) SOUTHEAST OF THE CENTERLINE OF
 AI8833'TAXIWAY A, 22.7 M (74.5 FT) NORTHEAST OF THE CENTERLINE OF TAXIWAY A2,
 AI8833'17.5 M (57.4 FT) EAST-NORTHEAST OF THE CENTER OF TAXIWAY A2 SIGN, 1.5
 AI8833'M (4.9 FT) NORTHWEST OF A WITNESS POST, AND 1.3 M (4.3 FT) SOUTHEAST
 AI8833'OF A WITNESS POST.
 AI8833' 
 AI8833'USER NOTES- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 AI8833'ELEVATIONS ARE FOR CBL USE ONLY.  DUE TO THE FLATNESS OF THE GRADE,
 AI8833'THE 150 M POINT SHOULD BE SETUP APPROXIMATELY 20 CM LOWER THAN THE O M
 AI8833'POINT FOR INTERVISIBILITY BETWEEN ALL POINTS.  NOTE- YOU MUST CHECK
 AI8833'WITH THE AIRPORT SUPERVISOR BEFORE GOING TO THE BASE LINE.
 AI8833' 
 AI8833'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE COLORADO
 AI8833'DEPARTMENT OF TRANSPORTATION AND THE PROFESSIONAL LAND SURVEYORS OF
 AI8833'COLORADO.
 AI8833' 
 AI8833'FOR MORE INFORMATION PLEASE CONTACT MR JERRY JOHNSON, COLORADO
 AI8833'DEPARTMENT OF TRANSPORTATION, AT (303) 757-9265 OR MR RICHARD COHEN,
 AI8833'NATIONAL GEODETIC SURVEY, AT (303) 758-9197.
 AI8833
 AI8833                          STATION RECOVERY (2000)
 AI8833
 AI8833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AI8833'THE STATION IS LOCATED ABOUT 3.0 MILES (4.8 KM) SOUTHWEST OF
 AI8833'CORTEZ AT THE CORTEZ-MONTEZUMA COUNTY AIRPORT.  CONTACT MR
 AI8833'RUSS MACHEN, AIRPORT SUPERVISOR FOR ACCESS TO THE AIRPORT, 210
 AI8833'EAST MAIN, CORTEZ COLORADO 81321.  PHONE 970-565-7458.  TO REACH THE
 AI8833'STATION FROM THE WESTERN JUNCTION OF US HIGHWAY 666 AND US
 AI8833'HIGHWAY 160 ON THE WEST SIDE OF CORTEZ.  GO 2.55 MILES (4.1 KM) SOUTH
 AI8833'ON HIGHWAY 160 TO A CROSSROAD, MC ELMO CANYON ROAD.  TURN RIGHT,
 AI8833'WEST, ON MC ELMO CANYON ROAD FOR 1.0 MILES (1.6 KM) TO A SIDE ROAD,
 AI8833'AIRPORT ROAD.  TURN LEFT , SOUTH, ON AIRPORT ROAD FOR 0.55 MILES
 AI8833'(0.89 KM) TO THE AIRPORT AND TERMINAL ON THE LEFT AND A GATE JUST
 AI8833'SOUTH OF THE TERMINAL.  PASS THROUGH THE GATE AND GO EAST ACROSS
 AI8833'THE PARKING APRON FOR 0.05 MILES (0.08 KM) TO PARALLEL TAXIWAY A AND
 AI8833'CONNECTING TAXIWAY A3 AND THE MIDFIELD  AHEAD.  THE STATION IS SET
 AI8833'IN THE TOP OF A 30 CM ROUND CONCRETE POST PROJECTING 5 CM ABOVE
 AI8833'THE GROUND.  IT IS 241.5 FEET (73.6 M ) NORTHEAST OF THE EDGE OF THE
 AI8833'MIDFIELD CONNECTOR, A3, EDGE.  222.4 FEET (67.8 M)NORTHEAST OF THE
 AI8833'NORTHEAST OF THE NORTHEAST EDGE OF A TAXIWAY/RUNWAY SIGN.  134.2
 AI8833'FT (40.9 M) SOUTHEAST OF THE DEGE OF THE PARALLEL TAXIWAY 5.2 FEET
 AI8833'(1.6 M) SOUTHEAST OF A FIBERGLASS WITNESS POST.  AND 4.6 FEET (1.4 M)
 AI8833'NORTHWEST OF A FIBERGLASS WITNESS POST.
 AI8833' 
 AI8833'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5887 ***********************************************************************
 AI5887  SACS        -  This is a Secondary Airport Control Station.
 AI5887  DESIGNATION -  CORTEZ CBL 1000
 AI5887  PID         -  AI5887
 AI5887  STATE/COUNTY-  CO/MONTEZUMA
 AI5887  USGS QUAD   -  CORTEZ (1979)
 AI5887
 AI5887                         *CURRENT SURVEY CONTROL
 AI5887  ___________________________________________________________________
 AI5887* NAD 83(1992)-  37 18 38.39465(N)    108 37 14.19317(W)     ADJUSTED  
 AI5887* NAVD 88     -      1799.76   (meters)    5904.7    (feet)  GPS OBS   
 AI5887  ___________________________________________________________________
 AI5887  X           -  -1,622,231.861 (meters)                     COMP
 AI5887  Y           -  -4,814,634.931 (meters)                     COMP
 AI5887  Z           -   3,845,950.977 (meters)                     COMP
 AI5887  LAPLACE CORR-           3.71  (seconds)                    DEFLEC99
 AI5887  ELLIP HEIGHT-        1780.15  (meters)          (10/21/02) GPS OBS
 AI5887  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 AI5887
 AI5887  HORZ ORDER  -  FIRST
 AI5887  ELLP ORDER  -  FIFTH     CLASS I
 AI5887
 AI5887.This mark is at Cortez-Montezuma County Airport (CEZ)
 AI5887
 AI5887.The horizontal coordinates were established by GPS observations
 AI5887.and adjusted by the National Geodetic Survey in June 2000..
 AI5887
 AI5887.The orthometric height was determined by GPS observations and a
 AI5887.high-resolution geoid model.
 AI5887
 AI5887.GPS derived orthometric heights for airport stations designated as
 AI5887.PACS or SACS are published to 2 decimal places.  This maintains
 AI5887.centimeter relative accuracy between the PACS and SACS.  It does
 AI5887.not indicate centimeter accuracy relative to other marks which are
 AI5887.part of the NAVD 88 network.
 AI5887
 AI5887.Photographs are available for this station.
 AI5887
 AI5887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5887
 AI5887.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5887
 AI5887.The ellipsoidal height was determined by GPS observations
 AI5887.and is referenced to NAD 83.
 AI5887
 AI5887.The geoid height was determined by GEOID03.
 AI5887
 AI5887;                    North         East     Units Scale Factor Converg.
 AI5887;SPC CO S     -   380,894.486   637,820.440   MT  0.99998686   -1 54 50.8
 AI5887;SPC CO S     - 1,249,651.33  2,092,582.56   sFT  0.99998686   -1 54 50.8
 AI5887;UTM  12      - 4,131,991.112   710,860.629   MT  1.00014773   +1 26 34.0
 AI5887
 AI5887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5887!SPC CO S     -   0.99972073  x   0.99998686  =   0.99970759
 AI5887!UTM  12      -   0.99972073  x   1.00014773  =   0.99986841
 AI5887
 AI5887                          SUPERSEDED SURVEY CONTROL
 AI5887
 AI5887  ELLIP H (06/30/00) 1780.21   (m)                       GP(       ) 1 1
 AI5887
 AI5887.Superseded values are not recommended for survey control.
 AI5887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5887.See file dsdata.txt to determine how the superseded data were derived.
 AI5887
 AI5887_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG1086131991(NAD 83)
 AI5887_MARKER: DQ = CALIBRATION BASE LINE DISK
 AI5887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5887_STAMPING: CORTEZ 1000 M 1997
 AI5887_MARK LOGO: NGS   
 AI5887_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5887+STABILITY: SURFACE MOTION
 AI5887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5887+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2000
 AI5887
 AI5887  HISTORY     - Date     Condition        Report By
 AI5887  HISTORY     - 1997     MONUMENTED       NGS
 AI5887  HISTORY     - 19891106 GOOD             NGS
 AI5887  HISTORY     - 19990504 GOOD             MSAM
 AI5887  HISTORY     - 20001003 GOOD             NGS
 AI5887
 AI5887                          STATION DESCRIPTION
 AI5887
 AI5887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AI5887'THE BASE LINE IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTHWEST OF CORTEZ AT
 AI5887'THE CORTEZ-MONTEZUMA COUNTY AIRPORT AND IN THE SOUTHEAST 1/4 OF
 AI5887'SECTION 8, T 35 N, R 16 W.
 AI5887' 
 AI5887'THE BASE LINE IS AN SOUTHWEST-NORTHEAST LINE WITH THE 0-METER POINT ON
 AI5887'THE SOUTHWEST END. IT CONSISTS OF THE 0, 150, 430, AND 1000-METER
 AI5887'POINTS. THERE IS NO  100-FOOT TAPE CALIBRATION STATION LOCATED AT THIS
 AI5887'BASE LINE.
 AI5887' 
 AI5887'TO REACH THE 0-METER POINT FROM THE WESTERN JUNCTION OF U.S. HIGHWAY
 AI5887'666 AND US HIGHWAY 160 IN CORTEZ, GO 4.10 KM (2.55 MI) SOUTHERLY ALONG
 AI5887'US HIGHWAY 160 TO THE INTERSECTION OF THE ROAD TO THE AIRPORT (MCELMO
 AI5887'CANYON ROAD). TURN RIGHT AND GO WEST ON MCELMO CANYON ROAD FOR 1.6 KM
 AI5887'(1.0 MI) TO A SIDE ROAD RIGHT (AIRPORT ROAD).  TURN LEFT ON AIRPORT
 AI5887'ROAD AND GO SOUTH FOR 1.0 KM (0.6 MI) TO THE AIRPORT AND TERMINAL.
 AI5887'FROM THE TERMINAL GO ACROSS THE APRON TO THE NORTHEAST TO THE OPEN
 AI5887'AREA BETWEEN TAXIWAY A AND THE RUNWAY. THE STATION IS LOCATED NORTH OF
 AI5887'TAXIWAY A2.
 AI5887' 
 AI5887'THE 1000-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 AI5887'STAMPED--CORTEZ 1000 M 1997--, SET IN THE TOP OF A 35 CM (14 IN)
 AI5887'DIAMETER CONCRETE POST PROJECTING 6 CM (2.4 IN) ABOVE THE SURFACE OF
 AI5887'THE GROUND. IT IS 51.0 M (167.3 FT) SOUTHEAST OF THE CENTERLINE OF
 AI5887'TAXIWAY A, 13.2 M (43.3 FT) SOUTHWEST OF THE SOUTHERN EDGE OF OIL FOR
 AI5887'TAXIWAY A1, 11.7 M (38.4 FT) SOUTH OF THE CENTER OF A SIGN FOR
 AI5887'TAXIWAYS A AND A1, 1.0 M (3.3 FT) SOUTHEAST OF A WITNESS POST, AND 1.0
 AI5887'M (3.3 FT) NORTHWEST OF A WITNESS POST.
 AI5887' 
 AI5887'USER NOTES- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 AI5887'ELEVATIONS ARE FOR CBL USE ONLY.  DUE TO THE FLATNESS OF THE GRADE,
 AI5887'THE 150 M POINT SHOULD BE SETUP APPROXIMATELY 20 CM LOWER THAN THE O M
 AI5887'POINT FOR INTERVISIBILITY BETWEEN ALL POINTS.  NOTE- YOU MUST CHECK
 AI5887'WITH THE AIRPORT SUPERVISOR BEFORE GOING TO THE BASE LINE.
 AI5887' 
 AI5887'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE COLORADO
 AI5887'DEPARTMENT OF TRANSPORTATION AND THE PROFESSIONAL LAND SURVEYORS OF
 AI5887'COLORADO.
 AI5887' 
 AI5887'FOR MORE INFORMATION PLEASE CONTACT MR JERRY JOHNSON, COLORADO
 AI5887'DEPARTMENT OF TRANSPORTATION, AT (303) 757-9265 OR MR RICHARD COHEN,
 AI5887'NATIONAL GEODETIC SURVEY, AT (303) 758-9197.
 AI5887
 AI5887                          STATION RECOVERY (1999)
 AI5887
 AI5887'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AI5887'THE STATION IS LOCATED ABOUT 4.3 MI (6.9 KM) SOUTHWEST OF CORTEZ AT
 AI5887'THE CORTEZ-MONTEZUMA COUNTY AIRPORT, AT THE NORTHEAST END OF THE
 AI5887'AIRPORT.  IT IS NORTHWEST OF RUNWAY 3-21 AND SOUTHEAST OF TAXIWAY A.
 AI5887'THE AIRPORT IS NOT CONTROLLED, PRIOR TO USING THIS STATION CONTACT THE
 AI5887'AIRPORT SUPERVISOR, MR.  RUSS MACHEN, AT 210 EAST MAIN, CORTEZ
 AI5887'COLORADO, 81321, TELEPHONE 970-565-7458.  OWNERSHIP-- CORTEZ-MONTEZUMA
 AI5887'AIRPORT
 AI5887'TO REACH THE STATION FROM THE WESTERN JUNCTION OF US HIGHWAY 666 AND
 AI5887'US HIGHWAY 160 IN CORTEZ, GO 2.55 MI (4.10 KM) SOUTHERLY ON US HIGHWAY
 AI5887'160 TO THE INTERSECTION OF THE ROAD TO THE AIRPORT (MCELMO CANYON
 AI5887'ROAD) .  TURN RIGHT, WEST, ON MCELMO CANYON ROAD FOR 1.0 MI (1.6 KM)
 AI5887'TO A SIDE ROAD LEFT (AIRPORT ROAD) .  TURN LEFT, SOUTH, ON AIRPORT
 AI5887'ROAD FOR 0.55 MI (0.89 KM) TO THE AIRPORT AND THE TERMINAL ON THE
 AI5887'LEFT.  FROM THE TERMINAL GO NORTHEAST ACROSS THE APRON TO TAXIWAY A.
 AI5887'VEER LEFT, NORTHEAST, ON TAXIWAY A FOR 0.2 MI (0.3 KM) TO THE STATION
 AI5887'ON THE RIGHT
 AI5887'THE MARK IS A CALIBRATION BASE LINE DISK SET IN THE TOP CENTER OF A 35
 AI5887'CM CONCRETE POST, PROJECTING 6 CM ABOVE THE GROUND.  IT IS 51.0 M
 AI5887'(167.3 FT) SOUTHEAST OF THE CENTERLINE OF TAXIWAY A, 13.2 M (43.3 FT)
 AI5887'SOUTHWEST OF THE SOUTHERN EDGE OF PAVEMENT FOR TAXIWAY A1, 11.7 M
 AI5887'(38.4 FT) SOUTH OF THE CENTER OF A SIGN FOR TAXIWAYS A AND A1, 1.0 M
 AI5887'(3.3 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST AND 1.0 M (3.3 FT)
 AI5887'NORTHWEST OF A FIBERGLASS WITNESS POST.  THIS STATION IS DESIGNATED A
 AI5887'SECONDARY AIRPORT CONTROL STATION.
 AI5887
 AI5887                          STATION RECOVERY (2000)
 AI5887
 AI5887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AI5887'RECOVERED AS DESCRIBED. NOTE--THIS STATION IS DESIGNATED A
 AI5887'SECONDARY AIRPORT CONTROL STATION (SACS).
 AI5887'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD9249 ***********************************************************************
 AD9249  DESIGNATION -  CORTEZ STA 10+00 200
 AD9249  PID         -  AD9249
 AD9249  STATE/COUNTY-  CO/MONTEZUMA
 AD9249  USGS QUAD   -  CORTEZ (1979)
 AD9249
 AD9249                         *CURRENT SURVEY CONTROL
 AD9249  ___________________________________________________________________
 AD9249* NAD 83(1992)-  37 18 31.37194(N)    108 37 21.45239(W)     ADJUSTED  
 AD9249* NAVD 88     -      1799.9    (meters)    5905.     (feet)  GPS OBS   
 AD9249  ___________________________________________________________________
 AD9249  X           -  -1,622,443.239 (meters)                     COMP
 AD9249  Y           -  -4,814,702.279 (meters)                     COMP
 AD9249  Z           -   3,845,778.773 (meters)                     COMP
 AD9249  LAPLACE CORR-           3.73  (seconds)                    DEFLEC99
 AD9249  ELLIP HEIGHT-        1780.22  (meters)          (12/03/02) GPS OBS
 AD9249  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 AD9249
 AD9249  HORZ ORDER  -  FIRST
 AD9249  ELLP ORDER  -  FOURTH    CLASS II
 AD9249
 AD9249.This mark is at Cortez-Montezuma County Airport (CEZ)
 AD9249
 AD9249.The horizontal coordinates were established by GPS observations
 AD9249.and adjusted by the National Geodetic Survey in July 1997..
 AD9249
 AD9249.The orthometric height was determined by GPS observations and a
 AD9249.high-resolution geoid model.
 AD9249
 AD9249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9249
 AD9249.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9249
 AD9249.The ellipsoidal height was determined by GPS observations
 AD9249.and is referenced to NAD 83.
 AD9249
 AD9249.The geoid height was determined by GEOID03.
 AD9249
 AD9249;                    North         East     Units Scale Factor Converg.
 AD9249;SPC CO S     -   380,684.081   637,634.552   MT  0.99998717   -1 54 55.3
 AD9249;SPC CO S     - 1,248,961.02  2,091,972.69   sFT  0.99998717   -1 54 55.3
 AD9249;UTM  12      - 4,131,770.148   710,687.352   MT  1.00014683   +1 26 29.3
 AD9249
 AD9249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9249!SPC CO S     -   0.99972071  x   0.99998717  =   0.99970789
 AD9249!UTM  12      -   0.99972071  x   1.00014683  =   0.99986750
 AD9249
 AD9249                          SUPERSEDED SURVEY CONTROL
 AD9249
 AD9249  ELLIP H (07/06/97) 1780.23   (m)                       GP(       ) 3 1
 AD9249
 AD9249.Superseded values are not recommended for survey control.
 AD9249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9249.See file dsdata.txt to determine how the superseded data were derived.
 AD9249
 AD9249_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG1068731770(NAD 83)
 AD9249_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD9249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9249_STAMPING: STA 10+00 200 RT EL=5901.60
 AD9249_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD9249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9249+STABILITY: SURFACE MOTION
 AD9249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9249+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AD9249
 AD9249  HISTORY     - Date     Condition        Report By
 AD9249  HISTORY     - 1993     MONUMENTED       NGS
 AD9249
 AD9249                          STATION DESCRIPTION
 AD9249
 AD9249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RSC)
 AD9249'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTHWEST OF CORTEZ AND
 AD9249'AT THE CORTEZ-MONTEZUMA COUNTY AIRPORT AT THE NORTHEASTERN END BETWEEN
 AD9249'THE RUNWAY AND THE TAXIWAY.  IT IS IN THE NW1/4 OF SECTION 9, T 35 N,
 AD9249'R 16 W.  OWNERSHIP--CALL MR.  RUSS MACHEN, AIRPORT SUPERVISOR, 210
 AD9249'EAST MAIN, CORTEZ, CO 81321, TELEPHONE--303-565-7458  TO REACH THE
 AD9249'STATION FROM THE WESTERN JUNCTION OF U.  S.  HIGHWAY 666 AMD U.  S.
 AD9249'HIGHWAY 160 IN CORTEZ, GO 2.55 MI (4.10 KM) SOUTHERLY ALONG U.  S.
 AD9249'HIGHWAY 160 TO AN INTERSECTION.  TURN WEST, 1.0 MI (1.6 KM) ON THE
 AD9249'ROAD TO THE COUNTY AIRPORT TO AN INTERSECTION OF A ROAD SOUTH.  TURN
 AD9249'SOUTH, 0.55 MI (0.89 KM) ON THE AIRPORT ENTRANCE ROAD TO THE TERMINAL.
 AD9249'YOU MUST SEE THE AIRPORT SUPERVISOR BEFORE GOING TO THE STATION  THE
 AD9249'STATION MARK IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST
 AD9249'FLUSH WITH THE GROUND.  IT IS 200 FT (61.0 M) EAST OF THE CENTERLINE
 AD9249'OF THE TAXIWAY, 200 FT (61.0 M) WEST OF THE CENTERLINE OF THE RUNWAY,
 AD9249'6.0 M (19.7 FT) WEST OF THE PROJECTED END OF THE NORTHERN END OF THE
 AD9249'TOUCH DOWN STRIPPING (SOLID WHITE) AND 0.1 M (0.3 FT) WEST OF A
 AD9249'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD9250 ***********************************************************************
 AD9250  SACS        -  This is a Secondary Airport Control Station.
 AD9250  DESIGNATION -  CORTEZ STA 70+00 200
 AD9250  PID         -  AD9250
 AD9250  STATE/COUNTY-  CO/MONTEZUMA
 AD9250  USGS QUAD   -  MUD CREEK (1979)
 AD9250
 AD9250                         *CURRENT SURVEY CONTROL
 AD9250  ___________________________________________________________________
 AD9250* NAD 83(1992)-  37 17 46.98345(N)    108 38 10.68528(W)     ADJUSTED  
 AD9250* NAVD 88     -      1800.87   (meters)    5908.4    (feet)  GPS OBS   
 AD9250  ___________________________________________________________________
 AD9250  X           -  -1,623,857.745 (meters)                     COMP
 AD9250  Y           -  -4,815,101.681 (meters)                     COMP
 AD9250  Z           -   3,844,690.553 (meters)                     COMP
 AD9250  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 AD9250  ELLIP HEIGHT-        1781.22  (meters)          (10/21/02) GPS OBS
 AD9250  GEOID HEIGHT-         -19.67  (meters)                     GEOID03
 AD9250
 AD9250  HORZ ORDER  -  FIRST
 AD9250  ELLP ORDER  -  FIFTH     CLASS I
 AD9250
 AD9250.This mark is at Cortez-Montezuma County Airport (CEZ)
 AD9250
 AD9250.The horizontal coordinates were established by GPS observations
 AD9250.and adjusted by the National Geodetic Survey in June 2000..
 AD9250
 AD9250.The orthometric height was determined by GPS observations and a
 AD9250.high-resolution geoid model.
 AD9250
 AD9250.GPS derived orthometric heights for airport stations designated as
 AD9250.PACS or SACS are published to 2 decimal places.  This maintains
 AD9250.centimeter relative accuracy between the PACS and SACS.  It does
 AD9250.not indicate centimeter accuracy relative to other marks which are
 AD9250.part of the NAVD 88 network.
 AD9250
 AD9250.Photographs are available for this station.
 AD9250
 AD9250.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9250
 AD9250.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9250
 AD9250.The ellipsoidal height was determined by GPS observations
 AD9250.and is referenced to NAD 83.
 AD9250
 AD9250.The geoid height was determined by GEOID03.
 AD9250
 AD9250;                    North         East     Units Scale Factor Converg.
 AD9250;SPC CO S     -   379,357.038   636,376.944   MT  0.99998915   -1 55 25.5
 AD9250;SPC CO S     - 1,244,607.22  2,087,846.69   sFT  0.99998915   -1 55 25.5
 AD9250;UTM  12      - 4,130,371.529   709,509.419   MT  1.00014073   +1 25 58.0
 AD9250
 AD9250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9250!SPC CO S     -   0.99972056  x   0.99998915  =   0.99970971
 AD9250!UTM  12      -   0.99972056  x   1.00014073  =   0.99986125
 AD9250
 AD9250                          SUPERSEDED SURVEY CONTROL
 AD9250
 AD9250  ELLIP H (06/30/00) 1781.29   (m)                       GP(       ) 1 1
 AD9250  NAD 83(1992)-  37 17 46.98354(N)    108 38 10.68496(W) AD(       ) 1
 AD9250  ELLIP H (07/06/97) 1781.23   (m)                       GP(       ) 3 1
 AD9250
 AD9250.Superseded values are not recommended for survey control.
 AD9250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9250.See file dsdata.txt to determine how the superseded data were derived.
 AD9250
 AD9250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG0950930372(NAD 83)
 AD9250_MARKER: A = ALUMINUM MARKER
 AD9250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9250_STAMPING: STA 70+00 200 EL=5904.97
 AD9250_MARK LOGO: NGS   
 AD9250_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9250+STABILITY: SURFACE MOTION
 AD9250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9250+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2000
 AD9250
 AD9250  HISTORY     - Date     Condition        Report By
 AD9250  HISTORY     - 1993     MONUMENTED       NGS
 AD9250  HISTORY     - 19990504 GOOD             MSAM
 AD9250  HISTORY     - 20001102 GOOD             NGS
 AD9250
 AD9250                          STATION DESCRIPTION
 AD9250
 AD9250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RSC)
 AD9250'THE STATION IS LOCATED ABOUT 4.3 MI (6.9 KM) SOUTHWEST OF CORTEZ AND
 AD9250'AT THE CORTEZ-MONTEZUMA COUNTY AIRPORT AT THE SOUTHEASTERN END BETWEEN
 AD9250'THE RUNWAY AND THE TAXIWAY.  IT IS IN THE NE1/4 OF SEC.  17, T 35 N, R
 AD9250'16 W.  OWNERSHIP--CALL MR.  RUSS MACHEN, AIRPORT SUPERVISOR, 210 EAST
 AD9250'MAIN, CORTEZ, CO 81321, TELEPHONE--303-565-7458  TO REACH THE STATION
 AD9250'FROM THE WESTERN JUNCTION OF U.  S.  HIGHWAY 666 AND U.  S.  HIGHWAY
 AD9250'160 IN CORTEZ, GO 2.55 MI (4.10 KM) SOUTHERLY ALONG U.  S.  HIGHWAY
 AD9250'160 TO AN INTERSECTION.  TURN WEST, 1.0 MI (1.6 KM) ON THE ROAD TO THE
 AD9250'COUNTY AIRPORT TO AN INTERSECTION OF A ROAD SOUTH.  TURN SOUTH, 0.55
 AD9250'MI (0.89 KM) ON THE AIRPORT ENTRANCE ROAD TO THE TERMINAL.  YOU MUST
 AD9250'SEE THE AIRPORT SUPERVISOR BEFORE GOING TO THE STATION  THE STATION
 AD9250'MARK IS AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 AD9250'THE GROUND.  IT IS 200 FT (61.0 M) WEST-NORTHWEST OF THE CENTERLINE OF
 AD9250'THE RUNWAY, 200 FT (61.0 M) NORTH-NORTHEAST OF THE CENTERLINE OF
 AD9250'TAXIWAY A, 57.1 M (187.3 FT) EAST-SOUTHEAST OF THE CENTERLINE OF
 AD9250'APROACH A 4, 54.8 M (179.8 FT) NORTHEAST OF THE NORTH END OF A HOLDING
 AD9250'LINE AND 0.2 M (0.7 FT) EAST-SOUTHEAST OF A WITNESS POST.
 AD9250
 AD9250                          STATION RECOVERY (1999)
 AD9250
 AD9250'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AD9250'RECOVERED AS DESCRIBED.  THIS STATION IS DESIGNATED AS A SECONDARY
 AD9250'AIRPORT CONTROL STATION.
 AD9250
 AD9250                          STATION RECOVERY (2000)
 AD9250
 AD9250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AD9250'RECOVERED AS DESCRIBED--THIS IS A SECONDARY AIRPORT CONTROL
 AD9250'STATION (SACS).
 AD9250' 
 AD9250'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4314 ***********************************************************************
 AE4314  SACS        -  This is a Secondary Airport Control Station.
 AE4314  DESIGNATION -  COS C
 AE4314  PID         -  AE4314
 AE4314  STATE/COUNTY-  CO/EL PASO
 AE4314  USGS QUAD   -  ELSMERE (1994)
 AE4314
 AE4314                         *CURRENT SURVEY CONTROL
 AE4314  ___________________________________________________________________
 AE4314* NAD 83(1992)-  38 48 57.46586(N)    104 42 41.19355(W)     ADJUSTED  
 AE4314* NAVD 88     -      1873.85   (meters)    6147.8    (feet)  GPS OBS   
 AE4314  ___________________________________________________________________
 AE4314  X           -  -1,264,068.466 (meters)                     COMP
 AE4314  Y           -  -4,814,424.941 (meters)                     COMP
 AE4314  Z           -   3,977,582.280 (meters)                     COMP
 AE4314  LAPLACE CORR-          -9.77  (seconds)                    DEFLEC99
 AE4314  ELLIP HEIGHT-        1856.17  (meters)          (10/21/02) GPS OBS
 AE4314  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 AE4314
 AE4314  HORZ ORDER  -  FIRST
 AE4314  ELLP ORDER  -  FIFTH     CLASS I
 AE4314
 AE4314.This mark is at City Of Colorado Springs Mun Airport (COS)
 AE4314
 AE4314.The horizontal coordinates were established by GPS observations
 AE4314.and adjusted by the National Geodetic Survey in June 2000..
 AE4314
 AE4314.The orthometric height was determined by GPS observations and a
 AE4314.high-resolution geoid model.
 AE4314
 AE4314.GPS derived orthometric heights for airport stations designated as
 AE4314.PACS or SACS are published to 2 decimal places.  This maintains
 AE4314.centimeter relative accuracy between the PACS and SACS.  It does
 AE4314.not indicate centimeter accuracy relative to other marks which are
 AE4314.part of the NAVD 88 network.
 AE4314
 AE4314.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4314
 AE4314.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4314
 AE4314.The ellipsoidal height was determined by GPS observations
 AE4314.and is referenced to NAD 83.
 AE4314
 AE4314.The geoid height was determined by GEOID03.
 AE4314
 AE4314;                    North         East     Units Scale Factor Converg.
 AE4314;SPC CO C     -   414,176.544   982,883.914   MT  0.99994822   +0 29 50.4
 AE4314;SPC CO C     - 1,358,844.21  3,224,678.31   sFT  0.99994822   +0 29 50.4
 AE4314;UTM  13      - 4,296,393.635   525,051.309   MT  0.99960773   +0 10 51.1
 AE4314
 AE4314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4314!SPC CO C     -   0.99970885  x   0.99994822  =   0.99965709
 AE4314!UTM  13      -   0.99970885  x   0.99960773  =   0.99931670
 AE4314
 AE4314                          SUPERSEDED SURVEY CONTROL
 AE4314
 AE4314  ELLIP H (06/30/00) 1856.19   (m)                       GP(       ) 1 1
 AE4314  NAD 83(1992)-  38 48 57.46555(N)    104 42 41.19351(W) AD(       ) 1
 AE4314  ELLIP H (10/31/97) 1856.16   (m)                       GP(       ) 4 1
 AE4314
 AE4314.Superseded values are not recommended for survey control.
 AE4314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4314.See file dsdata.txt to determine how the superseded data were derived.
 AE4314
 AE4314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC2505196394(NAD 83)
 AE4314_MARKER: I = METAL ROD
 AE4314_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4314_STAMPING: COS C 1996
 AE4314_MARK LOGO: NGS   
 AE4314_PROJECTION: FLUSH
 AE4314_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4314+SATELLITE: SATELLITE OBSERVATIONS - April 27, 1999
 AE4314_ROD/PIPE-DEPTH: 19.8 meters
 AE4314_SLEEVE-DEPTH  : 0.9 meters
 AE4314
 AE4314  HISTORY     - Date     Condition        Report By
 AE4314  HISTORY     - 1996     MONUMENTED       NGS
 AE4314  HISTORY     - 19990427 GOOD             NGS
 AE4314
 AE4314                          STATION DESCRIPTION
 AE4314
 AE4314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE4314'THE STATION IS LOCATED AT THE COLORADO SPRINGS MUNICIPAL AIRPORT IN
 AE4314'COLORADO SPRINGS, IN THE SOUTHWEST 1/4 OF SECTION 19, T 14 S, R 65 W.
 AE4314'OWNERSHIP--CITY OF COLORADO SPRINGS, DEPARTMENT OF TRANSPORTATION,
 AE4314'AVIATION DIVISION, COLORADO SPRINGS AIRPORT, 7770 DRENNAN ROAD,
 AE4314'COLORADO SPRINGS, COLORADO 80916  TO REACH THE STATION, GO TO THE
 AE4314'CIVILIAN TERMINAL AT THE SOUTHERN SIDE OF THE AIRPORT.  CONTACT MR.
 AE4314'C.  ROBERT ALLISON, ASSISTANT DIRECTOR OF AVIATION,
 AE4314'TELEPHONE--719-550-1900, FOR PERMISSION TO SURVEY AT THE AIRPORT.
 AE4314'CONTACT MR.  BOB KENNEDY, FIELD MAINTENANCE SUPERVISOR,
 AE4314'TELEPHONE--710-550-1981, TO GET A TIME AND DATE TO GET AN ESCORT TO
 AE4314'THE STATION.  THE MARK IS INSIDE THE FENCED AREA AND AN ESCORT IS
 AE4314'REQUIRED.  THE STATION IS INSIDE THE TRIANGLE FORMED BY RUNWAY 12/30,
 AE4314'RUNWAY 17R/35L AND TAXIWAY D  THE MARK IS A PUNCH HOLE ON THE TOP
 AE4314'CENTER OF A 19.8 M (65.0 FT) DEEP STAINLESS STEEL ROD DRIVEN TO
 AE4314'REFUSAL, ENCASED IN A 0.9M GREASE FILLED 1-INCH PVC PIPE, ENCLOSED IN
 AE4314'A 5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A CONCRETE COLLAR,
 AE4314'FLUSH WITH THE GROUND.  IT IS 68.0 M (223.1 FT) SOUTHWEST FROM A
 AE4314'WOODEN POLE WITH WEATHER EQUIPMENT AND TWO RED LIGHTS, 62.0 M (203.4
 AE4314'FT) SOUTHWEST FROM A THREE SIDED TOWER FOR WEATHER INSTRUMENTS (NOW
 AE4314'ABANDONED) , 6.0 M (19.7 FT) SOUTH FROM A 3 M (9.8 FT) TALL THREE INCH
 AE4314'GALVANIZED PIPE, 5.7 M (18.7 FT) SOUTH-SOUTHEAST FROM A WITNESS POST,
 AE4314'ABOUT 0.1 MI (0.2 KM) SOUTHEAST FROM A RADAR AND TWO WHITE BUILDINGS
 AE4314'AND ABOUT 0.1 MI (0.2 KM) EAST-SOUTHEAST FROM AN ORANGE AND WHITE
 AE4314'BUILDING.
 AE4314
 AE4314                          STATION RECOVERY (1999)
 AE4314
 AE4314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AE4314'THE STATION IS LOCATED AT THE COLORADO SPRINGS MUNICIPAL AIRPORT IN
 AE4314'COLORADO SPRINGS, IN THE SOUTHWEST 1/4 OF SECTION 19, T 14 S, R 65 W.
 AE4314'ACCESS TO THE AIRPORT IS CONTROLLED.  PERMISSION TO USE THIS STATION
 AE4314'MUST BE OBTAINED FROM THE AIRPORT MANAGER. OWNERSHIP--COLORADO SPRINGS
 AE4314'AIRPORT, 7770 DRENNAN ROAD, COLORADO SPRINGS, COLORADO 80916.  CONTACT
 AE4314'MR.  CLARENCE J.  FENNELL, TELEPHONE--719-550-1907 TO MAKE
 AE4314'ARRANGEMENTS TO GET ESCORTS TO VISIT THE STATION
 AE4314'TO REACH THE STATION AT THE COLORADO SPRINGS MUNICIPAL AIRPORT, GO TO
 AE4314'THE TRIANGLE FORMED BY RUNWAY 12/30, RUNWAY 17R/35L AND TAXIWAY D. THE
 AE4314'STATION IS NEAR AN OLD WEATHER STATION WHICH IS NOW ONLY SOME
 AE4314'ELECTRICAL BOXES AND A CONCRETE SLAB
 AE4314'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 19.8 M (65.0 FT) LONG
 AE4314'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 0.9 M (3.0 FT)
 AE4314'LONG GREASED PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID,
 AE4314'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 68.0 M
 AE4314'(223.1 FT) SOUTHWEST FROM A WOODEN POLE WITH WEATHER EQUIPMENT AND TWO
 AE4314'RED LIGHTS, 62.0 M (203.4 FT) SOUTHWEST FROM A THREE SIDED TOWER FOR
 AE4314'WEATHER INSTRUMENTS (NOW ABANDONED) , 6.0 M (19.7 FT) SOUTH FROM A 3 M
 AE4314'(9.8 FT) TALE THREE INCH GALVANIZED PIPE, 5.7 M (18.7 FT)
 AE4314'SOUTH-SOUTHEAST FROM A WITNESS POST, ABOUT 0.1 MI (0.2 KM) SOUTHEAST
 AE4314'FROM A RADAR AND TWO WHITE BUILDINGS AND ABOUT 0.1 MI (0.2 KM)
 AE4314'EAST-SOUTHEAST FROM AN ORANGE AND WHITE BUILDING.  THIS STATION IS
 AE4314'DESIGNATED A SECONDARY AIRPORT CONTROL STATION FOR THE ANA PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4315 ***********************************************************************
 AE4315  PACS        -  This is a Primary Airport Control Station.
 AE4315  DESIGNATION -  COS D
 AE4315  PID         -  AE4315
 AE4315  STATE/COUNTY-  CO/EL PASO
 AE4315  USGS QUAD   -  ELSMERE (1994)
 AE4315
 AE4315                         *CURRENT SURVEY CONTROL
 AE4315  ___________________________________________________________________
 AE4315* NAD 83(1992)-  38 48 11.69860(N)    104 40 58.58519(W)     ADJUSTED  
 AE4315* NAVD 88     -      1882.39   (meters)    6175.8    (feet)  GPS OBS   
 AE4315  ___________________________________________________________________
 AE4315  X           -  -1,261,899.248 (meters)                     COMP
 AE4315  Y           -  -4,815,915.365 (meters)                     COMP
 AE4315  Z           -   3,976,487.473 (meters)                     COMP
 AE4315  LAPLACE CORR-          -9.44  (seconds)                    DEFLEC99
 AE4315  ELLIP HEIGHT-        1864.55  (meters)          (10/21/02) GPS OBS
 AE4315  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 AE4315
 AE4315  HORZ ORDER  -  B
 AE4315  ELLP ORDER  -  FIFTH     CLASS I
 AE4315
 AE4315.This mark is at City Of Colorado Springs Mun Airport (COS)
 AE4315
 AE4315.The horizontal coordinates were established by GPS observations
 AE4315.and adjusted by the National Geodetic Survey in June 2000..
 AE4315
 AE4315.The orthometric height was determined by GPS observations and a
 AE4315.high-resolution geoid model.
 AE4315
 AE4315.GPS derived orthometric heights for airport stations designated as
 AE4315.PACS or SACS are published to 2 decimal places.  This maintains
 AE4315.centimeter relative accuracy between the PACS and SACS.  It does
 AE4315.not indicate centimeter accuracy relative to other marks which are
 AE4315.part of the NAVD 88 network.
 AE4315
 AE4315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4315
 AE4315.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4315
 AE4315.The ellipsoidal height was determined by GPS observations
 AE4315.and is referenced to NAD 83.
 AE4315
 AE4315.The geoid height was determined by GEOID03.
 AE4315
 AE4315;                    North         East     Units Scale Factor Converg.
 AE4315;SPC CO C     -   412,787.240   985,371.819   MT  0.99994934   +0 30 55.1
 AE4315;SPC CO C     - 1,354,286.14  3,232,840.71   sFT  0.99994934   +0 30 55.1
 AE4315;UTM  13      - 4,294,991.084   527,530.656   MT  0.99960933   +0 11 55.3
 AE4315
 AE4315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4315!SPC CO C     -   0.99970754  x   0.99994934  =   0.99965689
 AE4315!UTM  13      -   0.99970754  x   0.99960933  =   0.99931698
 AE4315
 AE4315                          SUPERSEDED SURVEY CONTROL
 AE4315
 AE4315  ELLIP H (06/30/00) 1864.56   (m)                       GP(       ) 1 1
 AE4315  NAD 83(1992)-  38 48 11.69830(N)    104 40 58.58513(W) AD(       ) 1
 AE4315  ELLIP H (10/31/97) 1864.53   (m)                       GP(       ) 4 1
 AE4315
 AE4315.Superseded values are not recommended for survey control.
 AE4315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4315.See file dsdata.txt to determine how the superseded data were derived.
 AE4315
 AE4315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC2753194991(NAD 83)
 AE4315_MARKER: I = METAL ROD
 AE4315_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4315_STAMPING: COS D 1996
 AE4315_MARK LOGO: NGS   
 AE4315_PROJECTION: FLUSH
 AE4315_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4315+SATELLITE: SATELLITE OBSERVATIONS - April 27, 1999
 AE4315_ROD/PIPE-DEPTH: 23.8 meters
 AE4315_SLEEVE-DEPTH  : 0.9 meters
 AE4315
 AE4315  HISTORY     - Date     Condition        Report By
 AE4315  HISTORY     - 1996     MONUMENTED       NGS
 AE4315  HISTORY     - 19990427 GOOD             NGS
 AE4315
 AE4315                          STATION DESCRIPTION
 AE4315
 AE4315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE4315'THE STATION IS LOCATED AT THE COLORADO SPRINGS MUNICIPAL AIRPORT IN
 AE4315'COLORADO SPRINGS, IN THE NORTHEAST 1/4 OF SECTION 29, T 14 S, R 65 W.
 AE4315'OWNERSHIP--CITY OF COLORADO SPRINGS, DEPARTMENT OF TRANSPORTATION,
 AE4315'AVIATION DIVISION, COLORADO SPRINGS AIRPORT, 7770 DRENNAN ROAD,
 AE4315'COLORADO SPRINGS, COLORADO 80916  TO REACH THE STATION, GO TO THE
 AE4315'CIVILIAN TERMINAL AT THE SOUTHERN SIDE OF THE AIRPORT.  CONTACT MR.
 AE4315'C.  ROBERT ALLISON, ASSISTANT DIRECTOR OF AVIATION,
 AE4315'TELEPHONE--719-550-1900, FOR PERMISSION TO SURVEY AT THE AIRPORT.
 AE4315'CONTACT MR.  BOB KENNEDY, FIELD MAINTENANCE SUPERVISOR,
 AE4315'TELEPHONE--710-550-1981, TO GET A TIME AND DATE TO GET AN ESCORT TO
 AE4315'THE STATION.  THE MARK IS INSIDE THE FENCED AREA AND AN ESCORT IS
 AE4315'REQUIRED.  THE STATION IS BETWEEN RUNWAY 17L/35R AND THE EASTERN DIRT
 AE4315'ROAD AND FENCE AROUND THE AIRPORT  THE MARK IS A PUNCH HOLE ON THE TOP
 AE4315'CENTER OF A 23.8 M (78.1 FT) DEEP STAINLESS STEEL ROD DRIVEN TO
 AE4315'REFUSAL, ENCASED IN A 0.9 M (3.0 FT) GREASE FILLED 1-INCH PVC PIPE,
 AE4315'ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A CONCRETE
 AE4315'COLLAR, FLUSH WITH THE GROUND.  IT IS 82.6 M (271.0 FT) NORTHWEST FROM
 AE4315'THE CENTER OF GATE 9 ON THE EAST SIDE OF THE FENCED AIRPORT AREA, 15.2
 AE4315'M (49.9 FT) WEST FROM THE EASTERN SECURITY FENCE AND A WITNESS POST,
 AE4315'8.7 M (28.5 FT) WEST FROM A DIRT ROAD AND ON A HIGH POINT IN THE AREA
 AE4315
 AE4315                          STATION RECOVERY (1999)
 AE4315
 AE4315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AE4315'THE STATION IS LOCATED AT THE COLORADO SPRINGS MUNICIPAL AIRPORT IN
 AE4315'COLORADO SPRINGS, IN THE NORTHEAST 1/4 OF SECTION 29, T 14 S, R 65 W.
 AE4315'ACCESS TO THE AIRPORT IS CONTROLLED.  PERMISSION TO USE THIS STATION
 AE4315'MUST BE OBTAINED FROM THE AIRPORT MANAGER. OWNERSHIP--COLORADO SPRINGS
 AE4315'AIRPORT, 7770 DRENNAN ROAD, COLORADO SPRINGS, COLORADO 80916.  CONTACT
 AE4315'MR.  CLARENCE J.  FENNELL, TELEPHONE--719-550-1907 TO MAKE
 AE4315'ARRANGEMENTS TO GET ESCORTS TO VISIT THE STATION
 AE4315'TO REACH THE STATION FROM THE INTERSECTION OF DRENNAN ROAD AND POWERS
 AE4315'BOULEVARD IN COLORADO SPRINGS, GO EAST ON DRENNAN ROAD 1.6 MI (2.6 KM)
 AE4315'TO A CHAINLINK FENCE GATE.  CONTACT MR.  CLARENCE J. FENNELL BEFORE
 AE4315'ENTERING ON TO THE FLIGHT OPERATIONS AREA.  PASS THROUGH THE GATE
 AE4315'GOING EAST FOR 0.1 MI (0.2 KM) TO A FENCE CORNER AND THE ROAD TURNS TO
 AE4315'THE RIGHT.  TURN RIGHT, SOUTH, FOR 0.4 MI (0.6 KM) TO WHERE THE ROAD
 AE4315'TURNS LEFT.  TURN LEFT, EAST, ACROSS RUNWAY 17L/35R FOR 0.3 MI (0.5
 AE4315'KM) TO WHERE THE ROAD TURNS NORTH.  TURN LEFT, NORTH, FOR 2.0 MI (3.2
 AE4315'KM) TO THE STATION ON THE LEFT ON A HIGH POINT IN THE AREA.  THE MARK
 AE4315'IS A PUNCH HOLE, TOP CENTER ON A 23.8 M (78.1 FT) DEEP STAINLESS STEEL
 AE4315'ROD DRIVEN TO REFUSAL, ENCASED IN A 0.9 M (3.0 FT) LONG GREASED PVC
 AE4315'PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A
 AE4315'CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 82.6 M (271.0 FT)
 AE4315'NORTHWEST FROM THE CENTER OF GATE 9, 15.2 M (49.9 FT) WEST FROM THE
 AE4315'EASTERN SECURITY FENCE AND WITNESS POST AND 8.7 M (28.5 FT) WEST FROM
 AE4315'A DIRT ROAD AND ON A HIGH POINT IN THE AREA.  THIS STATION IS
 AE4315'DESIGNATED A PRIMARY AIRPORT CONTROL STATION FOR THE ANA PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5931 ***********************************************************************
 AI5931  SACS        -  This is a Secondary Airport Control Station.
 AI5931  DESIGNATION -  COS E
 AI5931  PID         -  AI5931
 AI5931  STATE/COUNTY-  CO/EL PASO
 AI5931  USGS QUAD   -  ELSMERE (1994)
 AI5931
 AI5931                         *CURRENT SURVEY CONTROL
 AI5931  ___________________________________________________________________
 AI5931* NAD 83(1992)-  38 48 45.74786(N)    104 40 58.59023(W)     ADJUSTED  
 AI5931* NAVD 88     -      1896.96   (meters)    6223.6    (feet)  GPS OBS   
 AI5931  ___________________________________________________________________
 AI5931  X           -  -1,261,735.409 (meters)                     COMP
 AI5931  Y           -  -4,815,289.608 (meters)                     COMP
 AI5931  Z           -   3,977,315.043 (meters)                     COMP
 AI5931  LAPLACE CORR-          -9.35  (seconds)                    DEFLEC99
 AI5931  ELLIP HEIGHT-        1879.14  (meters)          (10/21/02) GPS OBS
 AI5931  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 AI5931
 AI5931  HORZ ORDER  -  FIRST
 AI5931  ELLP ORDER  -  FIFTH     CLASS I
 AI5931
 AI5931.This mark is at City Of Colorado Springs Mun Airport (COS)
 AI5931
 AI5931.The horizontal coordinates were established by GPS observations
 AI5931.and adjusted by the National Geodetic Survey in June 2000..
 AI5931
 AI5931.The orthometric height was determined by GPS observations and a
 AI5931.high-resolution geoid model.
 AI5931
 AI5931.GPS derived orthometric heights for airport stations designated as
 AI5931.PACS or SACS are published to 2 decimal places.  This maintains
 AI5931.centimeter relative accuracy between the PACS and SACS.  It does
 AI5931.not indicate centimeter accuracy relative to other marks which are
 AI5931.part of the NAVD 88 network.
 AI5931
 AI5931.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5931
 AI5931.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5931
 AI5931.The ellipsoidal height was determined by GPS observations
 AI5931.and is referenced to NAD 83.
 AI5931
 AI5931.The geoid height was determined by GEOID03.
 AI5931
 AI5931;                    North         East     Units Scale Factor Converg.
 AI5931;SPC CO C     -   413,837.107   985,362.255   MT  0.99994850   +0 30 55.1
 AI5931;SPC CO C     - 1,357,730.58  3,232,809.33   sFT  0.99994850   +0 30 55.1
 AI5931;UTM  13      - 4,296,040.631   527,526.894   MT  0.99960933   +0 11 55.4
 AI5931
 AI5931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5931!SPC CO C     -   0.99970525  x   0.99994850  =   0.99965377
 AI5931!UTM  13      -   0.99970525  x   0.99960933  =   0.99931470
 AI5931
 AI5931                          SUPERSEDED SURVEY CONTROL
 AI5931
 AI5931  ELLIP H (06/30/00) 1879.16   (m)                       GP(       ) 1 1
 AI5931
 AI5931.Superseded values are not recommended for survey control.
 AI5931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5931.See file dsdata.txt to determine how the superseded data were derived.
 AI5931
 AI5931_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC2752796041(NAD 83)
 AI5931_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5931_STAMPING: COS E
 AI5931_MARK LOGO: NGS   
 AI5931_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI5931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5931+STABILITY: SURFACE MOTION
 AI5931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5931+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5931
 AI5931  HISTORY     - Date     Condition        Report By
 AI5931  HISTORY     - 1999     MONUMENTED       NGS
 AI5931
 AI5931                          STATION DESCRIPTION
 AI5931
 AI5931'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5931'THE STATION IS LOCATED AT THE COLORADO SPRINGS MUNICIPAL AIRPORT IN
 AI5931'COLORADO SPRINGS, IN THE SOUTHEAST 1/4 OF SECTION 20, T 14 S, R 65 W.
 AI5931'ACCESS TO THE AIRPORT IS CONTROLLED.  PERMISSION TO USE THIS STATION
 AI5931'MUST BE OBTAINED FROM THE AIRPORT MANAGER. OWNERSHIP--COLORADO SPRINGS
 AI5931'AIRPORT, 7770 DRENNAN ROAD, COLORADO SPRINGS, COLORADO 80916.  CONTACT
 AI5931'MR.  CLARENCE J.  FENNELL, TELEPHONE--719-550-1907 TO MAKE
 AI5931'ARRANGEMENTS TO GET ESCORTS TO VISIT THE STATION
 AI5931'TO REACH THE STATION FROM THE INTERSECTION OF DRENNAN ROAD AND POWERS
 AI5931'BOULEVARD IN COLORADO SPRINGS, GO EAST ON DRENNAN ROAD 1.6 MI (2.6 KM)
 AI5931'TO A CHAINLINK FENCE GATE.  CONTACT MR.  CLARENCE J. FENNELL BEFORE
 AI5931'ENTERING ON TO THE FLIGHT OPERATIONS AREA.  PASS THROUGH THE GATE
 AI5931'GOING EAST FOR 0.1 MI (0.2 KM) TO A FENCE CORNER AND THE ROAD TURNS TO
 AI5931'THE RIGHT.  TURN RIGHT, SOUTH, FOR 0.4 MI (0.6 KM) TO WHERE THE ROAD
 AI5931'TURNS LEFT.  TURN LEFT, EAST, ACROSS RUNWAY 17L/35R FOR 0.3 MI (0.5
 AI5931'KM) TO WHERE THE ROAD TURNS NORTH.  TURN LEFT, NORTH, FOR 2.7 MI (4.3
 AI5931'KM) TO THE STATION ON THE LEFT ON THE SOUTH SIDE OF A HILL
 AI5931'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 AI5931'POST FLUSH WITH THE GROUND.  IT IS 32.3 M (106.0 FT) SOUTHWEST FROM A
 AI5931'CORNER POST IN A GATE, 17.0 M (55.8 FT) NORTHWEST FROM THE CENTER OF
 AI5931'GATE 11, 8.2 M (26.9 FT) WEST FROM THE CENTER OF THE DIRT BOUNDARY
 AI5931'ROAD AND IN LINE WITH THE CENTER LINE OF E/2 TAXIWAY AND THE ROAD TO
 AI5931'THE ITRS SITE AND A WITNESS POST IS SET IN THE FENCE LINE.  THIS
 AI5931'STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION FOR THE ANA
 AI5931'PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0782 ***********************************************************************
 GM0782  DESIGNATION -  COSTILLA
 GM0782  PID         -  GM0782
 GM0782  STATE/COUNTY-  CO/COSTILLA
 GM0782  USGS QUAD   -  BIG COSTILLA PEAK (1963)
 GM0782
 GM0782                         *CURRENT SURVEY CONTROL
 GM0782  ___________________________________________________________________
 GM0782* NAD 83(1992)-  36 59 46.90221(N)    105 17 48.02969(W)     ADJUSTED  
 GM0782* NAVD 88     -      3923.7    (meters)   12873.     (feet)  VERTCON   
 GM0782  ___________________________________________________________________
 GM0782  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 GM0782  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 GM0782
 GM0782  HORZ ORDER  -  FIRST
 GM0782
 GM0782.The horizontal coordinates were established by classical geodetic methods
 GM0782.and adjusted by the National Geodetic Survey in December 1993..
 GM0782
 GM0782.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0782
 GM0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0782
 GM0782.The geoid height was determined by GEOID03.
 GM0782
 GM0782;                    North         East     Units Scale Factor Converg.
 GM0782;SPC CO S     -   341,411.655   932,501.914   MT  1.00005145   +0 07 29.0
 GM0782;SPC CO S     - 1,120,114.74  3,059,383.36   sFT  1.00005145   +0 07 29.0
 GM0782;SPC NM C     -   665,491.195   584,853.707   MT  0.99998867   +0 34 25.4
 GM0782;SPC NM C     - 2,183,365.70  1,918,807.54   sFT  0.99998867   +0 34 25.4
 GM0782;SPC NM E     -   665,506.220    79,253.941   MT  0.99999964   -0 34 47.1
 GM0782;SPC NM E     - 2,183,414.99    260,018.97   sFT  0.99999964   -0 34 47.1
 GM0782;UTM  13      - 4,094,509.892   473,601.742   MT  0.99960858   -0 10 42.7
 GM0782
 GM0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0782!SPC CO S     -   0.99938717  x   1.00005145  =   0.99943859
 GM0782!SPC NM C     -   0.99938717  x   0.99998867  =   0.99937585
 GM0782!SPC NM E     -   0.99938717  x   0.99999964  =   0.99938681
 GM0782!UTM  13      -   0.99938717  x   0.99960858  =   0.99899599
 GM0782
 GM0782|---------------------------------------------------------------------|
 GM0782| PID    Reference Object                     Distance      Geod. Az  |
 GM0782|                                                           dddmmss.s |
 GM0782| CM7880 COSTILLA RM 1                        13.241 METERS 09209     |
 GM0782| GM0780 BOUNDARY MI COR 124 CO NM            94.229 METERS 17041     |
 GM0782| CM7881 COSTILLA RM 2                        14.641 METERS 18220     |
 GM0782| CM7879 COSTILLA AZ MK                                     3492456.0 |
 GM0782|---------------------------------------------------------------------|
 GM0782
 GM0782                          SUPERSEDED SURVEY CONTROL
 GM0782
 GM0782  NAD 83(1992)-  36 59 46.90590(N)    105 17 48.03254(W) AD(       ) 1
 GM0782  NAD 83(1986)-  36 59 46.90952(N)    105 17 48.03563(W) AD(       ) 1
 GM0782  NAD 27      -  36 59 46.82300(N)    105 17 46.01900(W) AD(       ) 1
 GM0782  NGVD 29 (07/19/86) 3922.0    (m)        12867.     (f) VERT ANG       
 GM0782
 GM0782.Superseded values are not recommended for survey control.
 GM0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0782.See file dsdata.txt to determine how the superseded data were derived.
 GM0782
 GM0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA7360294510(NAD 83)
 GM0782_MARKER: DS = TRIANGULATION STATION DISK
 GM0782_SETTING: 0 = UNSPECIFIED SETTING
 GM0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 GM0782
 GM0782  HISTORY     - Date     Condition        Report By
 GM0782  HISTORY     - 1936     MONUMENTED       CGS
 GM0782  HISTORY     - 1945     GOOD             CGS
 GM0782  HISTORY     - 1963     GOOD             USGS
 GM0782
 GM0782                          STATION DESCRIPTION
 GM0782
 GM0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 GM0782'STATION IS ON THE SUMMIT OF THE NE ONE OF TWO HIGH (12,634 FEET),
 GM0782'BARE AND ROUNDED PEAKS OF THE CULEBRA MOUNTAIN RANGE LYING ABOUT
 GM0782'11-1/2 MILES SSE OF SAN PABLO, COLORADO.  (THE TWO PEAKS ARE
 GM0782'ABOUT 3 MILES APART AND ARE BOTH CALLED COSTILLA PEAK, ALTHOUGH
 GM0782'THE STATION PEAK IS SOMETIMES LOCALLY CALLED STATE LINE PEAK.)
 GM0782'THE STATION IS ON THE HIGHEST PART OF THE SUMMIT, APPROXIMATELY
 GM0782'ON THE COLORADO-NEW MEXICO STATE LINE, ON THE LONGITUDINAL
 GM0782'CENTER OF THE SUMMIT, ABOUT 300 YARDS S ALONG THE RIDGE LINE
 GM0782'FROM A 5-FOOT STONE CAIRN WITH WHITE QUARTZ TOP.
 GM0782'
 GM0782'STATION MARK IS A BRONZE STATION DISK SET IN TOP OF A 4-INCH
 GM0782'PIPE FILLED WITH CONCRETE, PROJECTING ABOUT 14 INCHES ABOVE
 GM0782'THE GROUND.  (THIS TYPE STATION MARK IS TERMED LE FOR
 GM0782'IDENTIFICATION PURPOSES.)
 GM0782'
 GM0782'REFERENCE MARK 1 IS E OF THE STATION, ON THE LEVEL PART OF THE
 GM0782'SUMMIT.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A 4-INCH
 GM0782'PIPE FILLED WITH CONCRETE, PROJECTING ABOUT 14 INCHES ABOVE
 GM0782'THE GROUND.*
 GM0782'
 GM0782'REFERENCE MARK 2 IS S OF THE STATION, ALONG THE CREST OF
 GM0782'THE SUMMIT.  IT IS A BRONZE REFERENCE DISK SET IN TOP OF A
 GM0782'4-INCH PIPE FILLED WITH CONCRETE, PROJECTING ABOUT 12 INCHES
 GM0782'ABOVE THE GROUND.*
 GM0782'
 GM0782'*THIS TYPE REFERENCE MARK IS TERMED 11E FOR IDENTIFICATION
 GM0782'PURPOSES.
 GM0782'
 GM0782'AZIMUTH MARK IS APPROXIMATELY 0.3 MILE N BY W OF THE STATION,
 GM0782'ON THE CREST OF A SIDE RIDGE JUTTING W FROM THE MAIN RIDGE
 GM0782'AND ABOUT 100 YARDS W OF THE CENTER LINE OF THE MAIN SUMMIT,
 GM0782'ON THE HIGHEST POINT OF THE LOCAL SUMMIT, ON ITS CENTER LINE.
 GM0782'IT IS A BRONZE AZIMUTH DISK SET IN TOP OF A FLAT ROCK LEDGE.
 GM0782'
 GM0782'TO REACH THE STATION FROM THE POST OFFICE AT SAN PABLO, COLORADO,
 GM0782'GO S ON THE MAIN GRADED ROAD FOR 0.2 MILE AND KEEP MAIN LEFT
 GM0782'FORK, THENCE 0.25 MILE AND KEEP STRAIGHT AHEAD ACROSS BRIDGE
 GM0782'AT A T-ROAD LEFT, THENCE 1.35 MILES AND TURN RIGHT ON T-ROAD,
 GM0782'THENCE 1.5 MILES AND KEEP STRAIGHT AHEAD ON RIGHT FORK, THENCE
 GM0782'0.8 MILE AND KEEP STRAIGHT AHEAD ACROSS BRIDGE, THENCE S ON THE
 GM0782'MAIN GRADED ROAD FOR 5.6 MILES, OR 0.35 MILE AFTER CROSSING
 GM0782'CREEK, AND TURN LEFT ON TRACK ROAD, THENCE 0.8 MILE AND TAKE
 GM0782'LEFT FORK, THENCE 1.1 MILES TO THE END OF TRUCK TRAVEL AT THE
 GM0782'FARES JAQUEZ RANCH.  GO E THROUGH GATE JUST E OF RANCH HOUSE
 GM0782'AND CONTINUE E ON WAGON ROAD FOR 1/4 MILE AND BEAR LEFT
 GM0782'ACROSS MEADOW AND FOLLOW ROAD NE THROUGH THE WOODS FOR 1 MILE
 GM0782'AND TAKE LEFT FORK AT BLAZED PINE TREE, THENCE 1/2 MILE
 GM0782'AND TAKE RIGHT FORK AT TRIANGULAR BLAZED TREE, THENCE 150
 GM0782'YARDS AND TURN LEFT AT TRIANGULAR-BLAZED TREE AND FOLLOW
 GM0782'BLAZED TRAIL FOR 1/4 MILE AND CROSS MEADOW AT DRY LAKE AND
 GM0782'PICK UP TRAIL AT TRIANGULAR-BLAZED TREE AT EDGE OF
 GM0782'WOODS, THENCE 1/2 MILE AND CROSS CREEK AT TRIANGULAR-BLAZED
 GM0782'TREE, THENCE ALONG TRAIL UP SIDE OF RIDGE TO ITS CREST AND
 GM0782'TURN RIGHT AT A TRIANGULAR-BLAZED TREE, THENCE ALONG TRAIL
 GM0782'THROUGH DENSE ASPEN AND PINON THICKETS ON CREST OF RIDGE FOR A
 GM0782'SHORT DISTANCE, THENCE ALONG THE TRAIL THROUGH THE
 GM0782'TIMBER ON THE N SLOPE OF THE RIDGE AND THE S SIDE OF THE
 GM0782'CREEK FOR ABOUT 1-1/2 MILES, CROSS OPEN PARK AND PICK UP
 GM0782'TRAIL AT TRIANGULAR-BLAZED TREE AT EDGE OF TIMBER, THENCE
 GM0782'ALONG TRAIL TO END OF TIMBER AT LARGE EXPANSE OF SLIDE ROCK,
 GM0782'THENCE ALONG TRAIL THROUGH THE SLIDE ROCK AND ALONG THE S
 GM0782'SLOPE OF THE SHOULDER OF THE MAIN RIDGE, JUST ABOVE A CANYON,
 GM0782'FOR ABOUT 1-1/2 MILES TO THE CREST OF THE MAIN RIDGE, TURN
 GM0782'RIGHT AND GO S ALONG THE CREST FOR ABOUT 1/2 MILE TO THE STATION.
 GM0782'ABOUT 7 MILES, 4,000-FOOT CLIMB, A 3-1/2-HOUR PACK WITH
 GM0782'HORSES.  HORSES CAN BE OBTAINED AT THE JAQUEZ RANCH OR IN THE
 GM0782'VICINITY.
 GM0782'
 GM0782'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 GM0782
 GM0782                          STATION RECOVERY (1945)
 GM0782
 GM0782'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAM)
 GM0782'THE 1936 DESCRIPTION OF THE STATION PEAK AND ITS LOCATION
 GM0782'SEEMS ADEQUATE.  PLEASE NOTE THAT REFERENCE MARK 2 IS AN AZIMUTH
 GM0782'DISK INSTEAD OF A REFERENCE DISK AND THAT THE PUBLISHED DISTANCE
 GM0782'TO THIS REFERENCE MARK IS IN ERROR BY NEARLY 0.2 METER.
 GM0782'
 GM0782'STATION WAS REACHED BY FOLLOWING ALONG THE RIDGE FROM STATION
 GM0782'VINTRERO WHICH IS ABOUT 3 MILES SW OF COSTILLA.  IT IS BELIEVED
 GM0782'TO BE A MUCH SHORTER PACK TO APPROACH THE STATION AS PER THE
 GM0782'PUBLISHED DESCRIPTION, BUT THIS ROUTE WAS NOT INVESTIGATED
 GM0782'INASMUCH AS VINTRERO WAS OCCUPIED FIRST AND COSTILLA APPROACHED
 GM0782'FROM ALONG THE RIDGE.
 GM0782'
 GM0782'ALL MARKS WERE RECOVERED IN GOOD CONDITION, SEE BELOW FOR
 GM0782'DETAILS ON THE AZIMUTH MARK.
 GM0782'
 GM0782'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE IN
 GM0782'THE END OF A 4-INCH IRON PIPE WHICH PROJECTS ABOUT 10 INCHES
 GM0782'ABOVE THE GROUND.  IT IS LOCATED ON THE HIGHEST PART OF THE
 GM0782'MOUNTAIN, 300 YARDS SSW OF A 6-FOOT ROCK CAIRN TOPPED WITH
 GM0782'QUARTZ, AND 7-1/2 FEET NW OF A 4-FOOT ROCK CAIRN.  IT IS
 GM0782'309.15 FEET N OF THE COLORADO-NEW MEXICO STATE LINE.  DISK IS
 GM0782'STAMPED COSTILLA 1936.
 GM0782'
 GM0782'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN CONCRETE
 GM0782'IN THE END OF A 4-INCH IRON PIPE WHICH PROJECTS ABOUT 1 FOOT
 GM0782'ABOVE THE GROUND.  IT IS LOCATED E OF THE STATION AND ABOUT
 GM0782'2-1/2 FEET LOWER.  DISK IS STAMPED COSTILLA NO 1 1936.
 GM0782'
 GM0782'REFERENCE MARK 2 IS A BRONZE AZIMUTH DISK SET IN CONCRETE IN
 GM0782'THE END OF A 4-INCH IRON PIPE WHICH PROJECTS ABOUT 8 INCHES
 GM0782'ABOVE THE GROUND.  IT IS LOCATED S OF THE STATION AND ABOUT
 GM0782'3 FEET LOWER.  DISK IS STAMPED COSTILLA NO 2 1936.
 GM0782'
 GM0782'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN
 GM0782'A SMALL BOULDER WHICH PROJECTS ABOUT 6 INCHES ABOVE THE
 GM0782'GROUND.  IT IS LOCATED NNW OF THE STATION, 3 FEET W OF A 2-FOOT
 GM0782'ROCK CAIRN, ABOUT 60 FEET SW OF THE CREST OF THE SIDE RIDGE
 GM0782'WHICH JUTS W FROM THE MAIN RIDGE, AND ABOUT 300 YARDS W OF THE
 GM0782'6-FOOT ROCK CAIRN TOPPED WITH QUARTZ.  NOTE--THE ROCK IN WHICH
 GM0782'THE MARK IS SET IS SPLIT IN TWO, BUT THE DISK IS STILL FIRM IN
 GM0782'ONE HALF OF THE ROCK.  IT IS ONLY A SMALL BOULDER AND CAN BE
 GM0782'JARRED BY KICKING WITH THE FOOT.  DISK IS STAMPED COSTILLA
 GM0782'1936.
 GM0782'
 GM0782'MILE CORNER 124 IS A STANDARD U.S. SUPREME COURT DISK MARKING
 GM0782'THE COLORADO-NEW MEXICO STATE LINE.  IT IS STAMPED 124+5359 AND
 GM0782'IS SET IN A DRILL HOLE IN A QUARTZ BOULDER WHICH PROJECTS ABOUT
 GM0782'4 INCHES ABOVE THE GROUND.  IT IS LOCATED S OF THE STATION AND
 GM0782'ABOUT 20 FEET LOWER.
 GM0782
 GM0782                          STATION RECOVERY (1963)
 GM0782
 GM0782'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 GM0782'NO TEXT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0813 ***********************************************************************
 JL0813  DESIGNATION -  COTTON
 JL0813  PID         -  JL0813
 JL0813  STATE/COUNTY-  CO/GUNNISON
 JL0813  USGS QUAD   -  CURECANTI NEEDLE (1982)
 JL0813
 JL0813                         *CURRENT SURVEY CONTROL
 JL0813  ___________________________________________________________________
 JL0813* NAD 83(1992)-  38 27 38.34988(N)    107 22 56.69464(W)     ADJUSTED  
 JL0813* NAVD 88     -      2681.9    (meters)    8799.     (feet)  VERTCON   
 JL0813  ___________________________________________________________________
 JL0813  LAPLACE CORR-           2.81  (seconds)                    DEFLEC99
 JL0813  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 JL0813
 JL0813  HORZ ORDER  -  THIRD
 JL0813
 JL0813.The horizontal coordinates were established by classical geodetic methods
 JL0813.and adjusted by the National Geodetic Survey in January 1993..
 JL0813
 JL0813.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0813
 JL0813.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0813
 JL0813.The geoid height was determined by GEOID03.
 JL0813
 JL0813;                    North         East     Units Scale Factor Converg.
 JL0813;SPC CO C     -   376,140.183   750,116.352   MT  0.99999792   -1 11 14.0
 JL0813;SPC CO C     - 1,234,053.25  2,461,006.73   sFT  0.99999792   -1 11 14.0
 JL0813;SPC CO S     -   505,566.834   750,114.536   MT  1.00000510   -1 09 16.7
 JL0813;SPC CO S     - 1,658,680.52  2,461,000.77   sFT  1.00000510   -1 09 16.7
 JL0813;UTM  13      - 4,259,616.266   292,131.805   MT  1.00013215   -1 28 56.4
 JL0813
 JL0813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0813!SPC CO C     -   0.99958168  x   0.99999792  =   0.99957961
 JL0813!SPC CO S     -   0.99958168  x   1.00000510  =   0.99958678
 JL0813!UTM  13      -   0.99958168  x   1.00013215  =   0.99971378
 JL0813
 JL0813:                Primary Azimuth Mark                     Grid Az
 JL0813:SPC CO C     -  BLUE                                     169 53 34.1
 JL0813:SPC CO S     -  BLUE                                     169 51 36.8
 JL0813:UTM  13      -  BLUE                                     170 11 16.5
 JL0813
 JL0813|---------------------------------------------------------------------|
 JL0813| PID    Reference Object                     Distance      Geod. Az  |
 JL0813|                                                           dddmmss.s |
 JL0813| JL0810 BLUE                                APPROX.10.8 KM 1684220.1 |
 JL0813|---------------------------------------------------------------------|
 JL0813
 JL0813                          SUPERSEDED SURVEY CONTROL
 JL0813
 JL0813  NAD 83(1986)-  38 27 38.34649(N)    107 22 56.70525(W) AD(       ) 3
 JL0813  NAD 27      -  38 27 38.37569(N)    107 22 54.48030(W) AD(       ) 3
 JL0813  NGVD 29 (07/19/86) 2680.3    (m)         8794.     (f) VERT ANG       
 JL0813
 JL0813.Superseded values are not recommended for survey control.
 JL0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0813.See file dsdata.txt to determine how the superseded data were derived.
 JL0813
 JL0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC9213259616(NAD 83)
 JL0813_MARKER: DD = SURVEY DISK
 JL0813_SETTING: 66 = SET IN ROCK OUTCROP
 JL0813_SP_SET: SET IN ROCK OUTCROP
 JL0813_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0813+STABILITY: POSITION/ELEVATION WELL
 JL0813
 JL0813  HISTORY     - Date     Condition        Report By
 JL0813  HISTORY     - 1950     MONUMENTED       USGS
 JL0813
 JL0813                          STATION DESCRIPTION
 JL0813
 JL0813'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JL0813'STATION LOCATED ABOUT 4 MI. -AIRLINE- W. OF SAPINERO, 1.0 MI.-AIRLINE-
 JL0813'N. OF GUNNISON RIVER, ON EDGE OF RIM FACING S.E. AND THAT IS ACROSS
 JL0813'THE SADDLE N. FROM A ROUND PROMINIENT TREE COVERED TOP.
 JL0813'
 JL0813'TO REACH STATION FROM CENTER LINE OF U.S. HWY.50 OPPOSITE RAILROAD
 JL0813'STATION AT SAPINERO, GO SW. ON HWY 50 0.4 MI. TO JUNCTION OF STATE
 JL0813'HWY. 92.  TURN RIGHT W. ON HWY. 92 4.2 MI. TO A RD, THAT FORKS RIGHT
 JL0813'-N.-.  TAKE RD. RIGHT -N.- UP THE HILL ABOUT 0.4 MI. TO AN OLD GRAVEL
 JL0813'PIT AND END OF TRUCK TRAVEL.  TO REACH THE STATION FROM THIS POINT
 JL0813'PACK W. TO THE TOP OF SADDLE THEN N. TO THE TOP OF RIM AND STATION
 JL0813'SITE. - ABOUT A 45 MIN. PACK.
 JL0813'
 JL0813'STATION MARK- STANDARD TABLET STAMPED --- C- COTTON 1950 --- CEMENTED
 JL0813'IN ROCK OUTCROP 6 FT. W. OF EDGE OF THE CLIFF.
 JL0813'
 JL0813'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0722 ***********************************************************************
 LK0722  DESIGNATION -  COTTON
 LK0722  PID         -  LK0722
 LK0722  STATE/COUNTY-  CO/WELD
 LK0722  USGS QUAD   -  AVALO (1978)
 LK0722
 LK0722                         *CURRENT SURVEY CONTROL
 LK0722  ___________________________________________________________________
 LK0722* NAD 83(1992)-  40 46 21.44975(N)    103 39 41.84084(W)     ADJUSTED  
 LK0722* NAVD 88     -      1403.     (meters)    4603.     (feet)  SCALED    
 LK0722  ___________________________________________________________________
 LK0722  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 LK0722  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 LK0722
 LK0722  HORZ ORDER  -  FIRST
 LK0722
 LK0722.The horizontal coordinates were established by classical geodetic methods
 LK0722.and adjusted by the National Geodetic Survey in January 1993..
 LK0722
 LK0722.The orthometric height was scaled from a topographic map.
 LK0722
 LK0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0722
 LK0722.The geoid height was determined by GEOID03.
 LK0722
 LK0722;                    North         East     Units Scale Factor Converg.
 LK0722;SPC CO N     -   466,220.271 1,069,592.989   MT  0.99999828   +1 11 16.2
 LK0722;SPC CO N     - 1,529,591.01  3,509,156.33   sFT  0.99999828   +1 11 16.2
 LK0722;UTM  13      - 4,514,378.352   612,947.055   MT  0.99975702   +0 52 26.9
 LK0722
 LK0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0722!SPC CO N     -   0.99978300  x   0.99999828  =   0.99978128
 LK0722!UTM  13      -   0.99978300  x   0.99975702  =   0.99954007
 LK0722
 LK0722:                Primary Azimuth Mark                     Grid Az
 LK0722:SPC CO N     -  COTTON AZ MK                             073 00 54.2
 LK0722:UTM  13      -  COTTON AZ MK                             073 19 43.5
 LK0722
 LK0722|---------------------------------------------------------------------|
 LK0722| PID    Reference Object                     Distance      Geod. Az  |
 LK0722|                                                           dddmmss.s |
 LK0722| CP6888 COTTON AZ MK                                       0741210.4 |
 LK0722| CP6890 COTTON RM 2                          32.312 METERS 25853     |
 LK0722| CP6889 COTTON RM 1                          32.943 METERS 34023     |
 LK0722|---------------------------------------------------------------------|
 LK0722
 LK0722                          SUPERSEDED SURVEY CONTROL
 LK0722
 LK0722  NAD 83(1986)-  40 46 21.44474(N)    103 39 41.84147(W) AD(       ) 1
 LK0722  NAD 27      -  40 46 21.49790(N)    103 39 40.04850(W) AD(       ) 1
 LK0722
 LK0722.Superseded values are not recommended for survey control.
 LK0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0722.See file dsdata.txt to determine how the superseded data were derived.
 LK0722
 LK0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1294714378(NAD 83)
 LK0722_MARKER: DS = TRIANGULATION STATION DISK
 LK0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0722
 LK0722  HISTORY     - Date     Condition        Report By
 LK0722  HISTORY     - 1934     MONUMENTED       CGS
 LK0722  HISTORY     - 1963     GOOD             CGS
 LK0722
 LK0722                          STATION DESCRIPTION
 LK0722
 LK0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 LK0722'THE STATION IS LOCATED ABOUT 11 MILES NORTH OF STONEHAM, ON
 LK0722'THE HIGHEST HILL IN THE VICINITY AND IS ABOUT 4 MILES NORTH
 LK0722'OF COTTON CREEK.  IT IS IN NORTHWEST QUARTER OF SEC. 8, T. 9
 LK0722'N., R. 56 W., AND IS ON LAND OWNED BY RALPH BALDWIN AND HEIRS.
 LK0722'(AT PRESENT MR. BALDWIN IS IN A STATE INSTITUTION FOR THE
 LK0722'INSANE AT STERLING, COLO.)
 LK0722'
 LK0722'TO REACH THE STATION FROM KIMBALL, NEBR., GO WEST FROM THE
 LK0722'COURTHOUSE ONE-HALF BLOCK, THEN SOUTH FOR 13 MILES, THEN WEST
 LK0722'0.3 MILE SOUTH 3.0 MILES, WEST 1.0 MILE, AND SOUTH 4.0 MILES
 LK0722'TO LONE STAR SCHOOL, DISTRICT 16 ON THE RIGHT SIDE OF THE ROAD.
 LK0722'FROM THE SCHOOL CONTINUE SOUTH ON MAIN ROAD 6.0 MILES TO A
 LK0722'CROSSROADS.  CONTINUE SOUTH ON MAIN ROAD 6.0 MILES TO A JOGGED
 LK0722'CROSSROADS.  (THERE IS A LARGE CORRUGATED-IRON CULVERT IN THE
 LK0722'NORTH-SOUTH ROAD AT A POINT 20 YARDS NORTH OF THE POINT WHERE
 LK0722'THE ROAD FROM THE WEST ENTERS THE NORTH-SOUTH ROAD AND 30
 LK0722'YARDS SOUTH OF THE POINT WHERE THE ROAD FROM THE EAST ENTERS
 LK0722'THE MAIN ROAD.  ALSO THERE IS A SMALL HOUSE IN THE
 LK0722'NORTHEAST ANGLE OF THIS INTERSECTION AND A HOUSE, TREES, AND
 LK0722'WINDMILL 1/4 MILE EAST OF THIS POINT.) HERE TURN LEFT,
 LK0722'(EAST) AND GO 1.4 MILES TO R.W. WATSONS HOUSE AND BUILDINGS
 LK0722'ON THE LEFT SIDE OF THE ROAD.  HERE LEAVE ROAD AND GO
 LK0722'SOUTHEAST ACROSS PASTURE LAND 0.3 MILE TO TOP OF HILL AND
 LK0722'STATION.
 LK0722'
 LK0722'THE STATION MARK IS 0.3 MILE SOUTHEAST OF THE FARMHOUSE OF R.W.
 LK0722'WATSON, 0.25 MILE SOUTH OF AN EAST-WEST SECTION-LINE ROAD,
 LK0722'20 FEET WEST OF A HOLE WHICH IS 20 FEET SQUARE AND 3 FEET DEEP.
 LK0722'MARK PROJECTS 6 INCHES.
 LK0722'
 LK0722'TO REACH THE STATION FROM STONEHAM GO WEST FROM THE GARAGE IN
 LK0722'THE SOUTHEAST ANGLE OF THE INTERSECTION OF THE MAIN STREET AND
 LK0722'STATE HIGHWAY 14 FOR 0.4 MILE ON STATE HIGHWAY 14 TO A CROSSROADS.
 LK0722'HERE LEAVE STATE HIGHWAY 14, TURN RIGHT (NORTH) AND FOLLOW
 LK0722'MAIN ROAD IN A GENERAL NORTHERLY DIRECTION 12.0 MILES TO THE
 LK0722'ABOVE-MENTIONED JOGGED CROSSROADS.  FROM THERE CONTINUE AS
 LK0722'ABOVE TO THE STATION.
 LK0722'
 LK0722'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LK0722'BRONZE DISKS SET.
 LK0722'
 LK0722'REFERENCE MARK NO. 1 IS NORTH-NORTHWEST OF THE STATION AND
 LK0722'PROJECTS 6 INCHES.
 LK0722'
 LK0722'REFERENCE MARK NO. 2 IS WEST OF THE STATION AND PROJECTS 6
 LK0722'INCHES.
 LK0722'
 LK0722'AZIMUTH MARK IS EAST-NORTHEAST OF THE STATION.  IT IS 2-1/2 FEET
 LK0722'EAST OF THE EAST RIGHT-OF-WAY FENCE OF A NORTH-SOUTH ROAD AND
 LK0722'45 FEET EAST OF THE CENTERLINE OF THE ROAD, 200 FEET NORTH
 LK0722'OF THE CENTERLINE OF AN EAST-WEST SECTION-LINE ROAD, AND
 LK0722'PROJECTS 6 INCHES.
 LK0722'
 LK0722'A 10-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 LK0722
 LK0722                          STATION RECOVERY (1963)
 LK0722
 LK0722'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 LK0722'THE STATION WAS RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.
 LK0722'DUE TO CHANGES IN ROADS AND BUILDINGS BEING TORN DOWN THE
 LK0722'ORIGINAL DESCRIPTION IS NOW INADEQUATE.
 LK0722'
 LK0722'A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 LK0722'
 LK0722'THE STATION IS LOCATED ON A HIGH PROMINENT RIDGE ABOUT 11-1/2
 LK0722'MILES NORTH OF STONEHAM AND 1-1/2 MILES EAST OF STATE HIGHWAY
 LK0722'71 IN THE NW 1/4 OF SECTION 8 T9N R56W.
 LK0722'
 LK0722'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14
 LK0722'AND 71 ABOUT 1/2 MILE NORTHWEST OF STONEHAM GO NORTH ON HIGHWAY
 LK0722'71 FOR 8.5 MILES TO A CROSSROAD.  TURN RIGHT, EAST, ON GRAVEL
 LK0722'ROAD FOR 2.0 MILES TO A CROSSROAD, TURN LEFT, NORTH, FOR 3.0
 LK0722'MILES TO A DIM CROSSROAD (TO REACH THE AZIMUTH MARK FROM HERE
 LK0722'CONTINUE NORTH ON GRAVEL ROAD FOR 0.05 MILE TO THE MARK ON THE
 LK0722'RIGHT).  TURN LEFT, WEST, ON TRACK ROAD FOR 0.6 MILE TO A POINT
 LK0722'JUST BEFORE REACHING A WINDMILL ON THE RIGHT, TURN LEFT
 LK0722'FOLLOWING RIDGE SOUTHERLY FOR 0.1 MILE TO TOP OF RIDGE AND
 LK0722'STATION.
 LK0722'
 LK0722'THE STATION MARK IS A STANDARD DISK STAMPED COTTON 1934 SET
 LK0722'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LK0722'8 INCHES.  IT IS 190 FEET EAST-SOUTHEAST OF A 4-INCH ROUND
 LK0722'IRON SIGN POST AND 4 FEET WEST OF THE WEST EDGE OF A DEPRESSION
 LK0722'IN THE GROUND.
 LK0722'
 LK0722'REFERENCE MARK 1 IS A STANDARD DISK STAMPED COTTON NO 1 1934
 LK0722'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 LK0722'PROJECTS 6 INCHES.
 LK0722'
 LK0722'REFERENCE MARK 2 IS A STANDARD DISK STAMPED COTTON NO 2 1934
 LK0722'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 LK0722'PROJECTS 6 INCHES.
 LK0722'
 LK0722'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 LK0722'COTTON AZIMUTH 1934 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 LK0722'MONUMENT THAT PROJECTS 6 INCHES.  IT IS 81 FEET EAST OF THE
 LK0722'CENTER OF A GRAVEL ROAD, 38 FEET NORTH-NORTHEAST OF A TELEPHONE
 LK0722'POLE AND 1.5 FEET SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0580 ***********************************************************************
 LM0580  DESIGNATION -  COTTONWOOD
 LM0580  PID         -  LM0580
 LM0580  STATE/COUNTY-  CO/GRAND
 LM0580  USGS QUAD   -  HOT SULPHUR SPRINGS (1980)
 LM0580
 LM0580                         *CURRENT SURVEY CONTROL
 LM0580  ___________________________________________________________________
 LM0580* NAD 83(1992)-  40 02 28.80147(N)    106 02 33.40727(W)     ADJUSTED  
 LM0580* NAVD 88     -      3085.8    (meters)   10124.     (feet)  VERTCON   
 LM0580  ___________________________________________________________________
 LM0580  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 LM0580  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 LM0580
 LM0580  HORZ ORDER  -  FIRST
 LM0580
 LM0580.The horizontal coordinates were established by classical geodetic methods
 LM0580.and adjusted by the National Geodetic Survey in January 1993..
 LM0580
 LM0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0580
 LM0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0580
 LM0580.The geoid height was determined by GEOID03.
 LM0580
 LM0580;                    North         East     Units Scale Factor Converg.
 LM0580;SPC CO N     -   383,551.480   868,095.931   MT  0.99996349   -0 21 02.2
 LM0580;SPC CO N     - 1,258,368.48  2,848,078.07   sFT  0.99996349   -0 21 02.2
 LM0580;UTM  13      - 4,432,865.538   411,055.684   MT  0.99969739   -0 40 14.9
 LM0580
 LM0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0580!SPC CO N     -   0.99951813  x   0.99996349  =   0.99948164
 LM0580!UTM  13      -   0.99951813  x   0.99969739  =   0.99921567
 LM0580
 LM0580:                Primary Azimuth Mark                     Grid Az
 LM0580:SPC CO N     -  COTTONWOOD AZ MK                         077 09 29.9
 LM0580:UTM  13      -  COTTONWOOD AZ MK                         077 28 42.6
 LM0580
 LM0580|---------------------------------------------------------------------|
 LM0580| PID    Reference Object                     Distance      Geod. Az  |
 LM0580|                                                           dddmmss.s |
 LM0580| CP4751 COTTONWOOD AZ MK                                   0764827.7 |
 LM0580| LM0579 COTTONWOOD RM                         2.572 METERS 10051     |
 LM0580| CP4752 COTTONWOOD RM 1                       6.572 METERS 16010     |
 LM0580| KL0620 LOS ANGELES DENVER AWY BCN 79       APPROX.23.1 KM 2370751.3 |
 LM0580|---------------------------------------------------------------------|
 LM0580
 LM0580                          SUPERSEDED SURVEY CONTROL
 LM0580
 LM0580  NAD 83(1986)-  40 02 28.79378(N)    106 02 33.40380(W) AD(       ) 1
 LM0580  NAD 27      -  40 02 28.84600(N)    106 02 31.33500(W) AD(       ) 1
 LM0580  NGVD 29 (10/17/91) 3084.3    (m)        10119.     (f) VERT ANG       
 LM0580
 LM0580.Superseded values are not recommended for survey control.
 LM0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0580.See file dsdata.txt to determine how the superseded data were derived.
 LM0580
 LM0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE1105632866(NAD 83)
 LM0580_MARKER: DS = TRIANGULATION STATION DISK
 LM0580_SETTING: 66 = SET IN ROCK OUTCROP
 LM0580_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 LM0580_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LM0580+STABILITY: POSITION/ELEVATION WELL
 LM0580
 LM0580  HISTORY     - Date     Condition        Report By
 LM0580  HISTORY     - 1951     MONUMENTED       USGS
 LM0580  HISTORY     - 1955     GOOD             USGS
 LM0580
 LM0580                          STATION DESCRIPTION
 LM0580
 LM0580'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (WRH)
 LM0580'STATION IS LOCATED, AIRLINE, ABOUT 4.5 MILES SOUTHEAST OF HOT
 LM0580'SULPHUR SPRINGS, 1.0 MILE WEST OF THE COTTONWOOD PASS, ON THE
 LM0580'HIGHEST POINT OF A HIGH, GRASSY MOUNTAIN WHICH IS THE HIGHEST
 LM0580'POINT IN THE VICINITY.  IT IS AT THE HEAD OF COTTONWOOD CREEK,
 LM0580'BETWEEN BEAVER CREEK AND COTTONWOOD PASS.
 LM0580'
 LM0580'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HOT SULPHUR
 LM0580'SPRINGS, GO SOUTH FOR 150 FEET, TURN LEFT, EAST, ON U.S. HIGHWAY
 LM0580'40, AND GO 0.35 MILE TO A FORK AT A SCHOOL HOUSE.  TAKE THE
 LM0580'RIGHT FORK, GRAVEL ROAD, AND GO SOUTHEAST FOR 4.2 MILES TO A POLE
 LM0580'GATE ON THE RIGHT JUST BEFORE REACHING THE SUMMIT OF THE PASS
 LM0580'AND THE END OF TRUCK TRAVEL.  FROM HERE PACK WEST SOUTHWEST,
 LM0580'BETWEEN TWO FENCES, FOR ABOUT 200 FEET TO A WIRE GATE.  PASS
 LM0580'THROUGH THE GATE, BEAR LEFT AND FOLLOW A BLAZED TRAIL SOUTH
 LM0580'FOR ABOUT 0.3 MILE TO AN OPENING.  TURN RIGHT AND FOLLOW ALONG
 LM0580'THE EDGE OF THE TIMBER UP HILL FOR ABOUT 0.1 MILE TO THE WEST
 LM0580'EDGE OF THE TIMBER.  HERE PICK UP GOOD FOREST SERVICE
 LM0580'TRAIL AND BLAZES GOING WESTERLY UP THROUGH THE TIMBER FOR
 LM0580'ABOUT 0.7 MILE TO AN OPENING.  HERE BEAR RIGHT, WEST, AND
 LM0580'FOLLOW ALONG THE NORTH SIDE OF THE OPENING FOR ABOUT 0.25
 LM0580'MILE TO THE TOP OF THE GRASSY RIDGE, THE HIGHEST POINT AND THE
 LM0580'STATION.  THIS IS AN HOUR PACK.
 LM0580'
 LM0580'STATION MARK, STAMPED COTTONWOOD, IS A STANDARD USGS TRIANGULATION
 LM0580'BENCH MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 LM0580'THAT IS FLUSH WITH THE GROUND.
 LM0580'
 LM0580'REFERENCE MARK NUMBER 1, STAMPED COTTONWOOD USGS NO 1 1951,
 LM0580'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 LM0580'BEDROCK THAT PROJECTS 3 INCHES AND IS 1-1/2 FEET LOWER IN ELEVATION
 LM0580'THAN THE STATION.
 LM0580'
 LM0580'USBR BENCH MARK (REFERENCE MARK NUMBER 2) IS A STANDARD DISK
 LM0580'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 LM0580'5 INCHES AND IS 5 INCHES LOWER IN ELEVATION THAN THE STATION.
 LM0580'THE ONLY STAMPING ON IT IS AN ARROW POINTING TO THE STATION
 LM0580'MARK.
 LM0580'
 LM0580'AZIMUTH MARK, STAMPED COTTONWOOD USGS 1951, IS A STANDARD
 LM0580'DISK CEMENTED IN A DRILL HOLE IN A 4 BY 6 FOOT BOULDER THAT
 LM0580'PROJECTS 3-1/2 FEET.  TO REACH FROM THE END OF TRUCK TRAVEL
 LM0580'TO THE STATION, CONTINUE EAST SOUTHEAST, OVER THE PASS AND
 LM0580'DOWN HILL, FOR 0.6 MILE TO THE AZIMUTH MARK ON THE RIGHT.  IT
 LM0580'IS ABOUT 15 FEET WEST OF THE CENTERLINE OF THE ROAD.
 LM0580'
 LM0580'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 LM0580
 LM0580                          STATION RECOVERY (1955)
 LM0580
 LM0580'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 LM0580'STATION MARK--STANDARD USGS TABLET CEMENTED IN OUTCROPPING BEDROCK,
 LM0580'STAMPED---COTTONWOOD---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0553 ***********************************************************************
 LN0553  DESIGNATION -  COTTONWOOD ET
 LN0553  PID         -  LN0553
 LN0553  STATE/COUNTY-  CO/RIO BLANCO
 LN0553  USGS QUAD   -  BANTY POINT (1962)
 LN0553
 LN0553                         *CURRENT SURVEY CONTROL
 LN0553  ___________________________________________________________________
 LN0553* NAD 83(1992)-  40 02 23.63285(N)    108 59 24.01754(W)     ADJUSTED  
 LN0553* NAVD 88     -      1805.6    (meters)    5924.     (feet)  VERTCON   
 LN0553  ___________________________________________________________________
 LN0553  LAPLACE CORR-           3.80  (seconds)                    DEFLEC99
 LN0553  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 LN0553
 LN0553  HORZ ORDER  -  THIRD
 LN0553
 LN0553.The horizontal coordinates were established by classical geodetic methods
 LN0553.and adjusted by the National Geodetic Survey in November 1997..
 LN0553
 LN0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0553
 LN0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0553
 LN0553.The geoid height was determined by GEOID03.
 LN0553
 LN0553;                    North         East     Units Scale Factor Converg.
 LN0553;SPC CO N     -   389,110.742   616,638.111   MT  0.99996358   -2 15 18.0
 LN0553;SPC CO N     - 1,276,607.49  2,023,086.87   sFT  0.99996358   -2 15 18.0
 LN0553;UTM  12      - 4,434,120.956   671,478.817   MT  0.99996200   +1 17 36.2
 LN0553
 LN0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0553!SPC CO N     -   0.99971945  x   0.99996358  =   0.99968304
 LN0553!UTM  12      -   0.99971945  x   0.99996200  =   0.99968146
 LN0553
 LN0553:                Primary Azimuth Mark                     Grid Az
 LN0553:SPC CO N     -  ET 11 JEK                                222 22 58.8
 LN0553:UTM  12      -  ET 11 JEK                                218 50 04.6
 LN0553
 LN0553|---------------------------------------------------------------------|
 LN0553| PID    Reference Object                     Distance      Geod. Az  |
 LN0553|                                                           dddmmss.s |
 LN0553| LN0630 ET 11 JEK                           APPROX. 5.5 KM 2200740.8 |
 LN0553|---------------------------------------------------------------------|
 LN0553
 LN0553                          SUPERSEDED SURVEY CONTROL
 LN0553
 LN0553  NAD 83(1992)-  40 02 23.61648(N)    108 59 24.00348(W) AD(       ) 3
 LN0553  NAD 83(1986)-  40 02 23.61602(N)    108 59 24.00328(W) AD(       ) 3
 LN0553  NAD 27      -  40 02 23.73409(N)    108 59 21.58309(W) AD(       ) 3
 LN0553  NGVD 29 (07/19/86) 1804.4    (m)         5920.     (f) VERT ANG       
 LN0553
 LN0553.Superseded values are not recommended for survey control.
 LN0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0553.See file dsdata.txt to determine how the superseded data were derived.
 LN0553
 LN0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK7147934121(NAD 83)
 LN0553_MARKER: DD = SURVEY DISK
 LN0553_SETTING: 0 = UNSPECIFIED SETTING
 LN0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0553
 LN0553  HISTORY     - Date     Condition        Report By
 LN0553  HISTORY     - 1961     MONUMENTED       USGS
 LN0553
 LN0553                          STATION DESCRIPTION
 LN0553
 LN0553'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 LN0553'STATION LOCATED ABOUT 10 MI. W. AND 3.25 MI. S. OF RANGELY, ABOUT 1.0
 LN0553'MI. S. OF COUNTY RD., ON HIGH RIDGE, E. SIDE OF COTTONWOOD CREEK, AND
 LN0553'ABOUT 100 FT. N. OF S. END OF CEDAR TIMBER.
 LN0553'
 LN0553'TO REACH FROM RANGELY POST OFFICE, PROCEED W. ALONG COUNTY RD., ON S.
 LN0553'SIDE OF WHITE RIVER, 11.4 MI. TO TRACK RD. S., AT TOP OF LOW RIDGE AND
 LN0553'CORRAL ON N. SIDE OF RD., TURN LEFT (S.) ON TRACK RD. 0.8 MI. TO
 LN0553'Y-RD., TAKE RIGHT FORK, THENCE SW. 0.1 MI. TO T-RD. SW., TAKE LEFT
 LN0553'FORK SW. 0.4 MI. TO FENCE AND Y-RD., PROCEED THROUGH FENCE, TAKE
 LN0553'RIGHT RD. FORK W. 0.5 MI. TO TOP OF HIGH RIDGE, FROM THIS POINT
 LN0553'FOUR WHEEL DRIVE VEHICLE WILL BE NECESSARY, THENCE N. ALONG RIDGE
 LN0553'0.4 MI. TO STATION.
 LN0553'
 LN0553'STATION MARK--STANDARD TABLET, STAMPED ---COTTONWOOD-ET 1961---, SET
 LN0553'IN CONCRETE POST PROJECTING 6 IN. ABOVE GROUND.
 LN0553'
 LN0553'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0792 ***********************************************************************
 KL0792  DESIGNATION -  COTTONWOOD PASS
 KL0792  PID         -  KL0792
 KL0792  STATE/COUNTY-  CO/EAGLE
 KL0792  USGS QUAD   -  COTTONWOOD PASS (1987)
 KL0792
 KL0792                         *CURRENT SURVEY CONTROL
 KL0792  ___________________________________________________________________
 KL0792* NAD 83(1992)-  39 31 48.54522(N)    107 03 31.64313(W)     ADJUSTED  
 KL0792* NAVD 88     -      2524.8    (meters)    8283.     (feet)  VERTCON   
 KL0792  ___________________________________________________________________
 KL0792  LAPLACE CORR-           5.12  (seconds)                    DEFLEC99
 KL0792  GEOID HEIGHT-         -13.95  (meters)                     GEOID03
 KL0792
 KL0792  HORZ ORDER  -  THIRD
 KL0792
 KL0792.The horizontal coordinates were established by classical geodetic methods
 KL0792.and adjusted by the National Geodetic Survey in January 1993..
 KL0792
 KL0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0792
 KL0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0792
 KL0792.The geoid height was determined by GEOID03.
 KL0792
 KL0792;                    North         East     Units Scale Factor Converg.
 KL0792;SPC CO C     -   494,312.899   780,394.355   MT  0.99996390   -0 58 59.2
 KL0792;SPC CO C     - 1,621,758.24  2,560,343.81   sFT  0.99996390   -0 58 59.2
 KL0792;UTM  13      - 4,377,634.624   323,056.483   MT  0.99998549   -1 18 38.6
 KL0792
 KL0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0792!SPC CO C     -   0.99960623  x   0.99996390  =   0.99957014
 KL0792!UTM  13      -   0.99960623  x   0.99998549  =   0.99959172
 KL0792
 KL0792                          SUPERSEDED SURVEY CONTROL
 KL0792
 KL0792  NAD 83(1986)-  39 31 48.54168(N)    107 03 31.64454(W) AD(       ) 3
 KL0792  NGVD 29 (11/04/91) 2523.4    (m)         8279.     (f) VERT ANG       
 KL0792
 KL0792.Superseded values are not recommended for survey control.
 KL0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0792.See file dsdata.txt to determine how the superseded data were derived.
 KL0792
 KL0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD2305677635(NAD 83)
 KL0792_MARKER: DD = SURVEY DISK
 KL0792_SETTING: 66 = SET IN ROCK OUTCROP
 KL0792_SP_SET: SET IN BEDROCK
 KL0792_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0792+STABILITY: POSITION/ELEVATION WELL
 KL0792
 KL0792  HISTORY     - Date     Condition        Report By
 KL0792  HISTORY     - 1960     MONUMENTED       USGS
 KL0792
 KL0792                          STATION DESCRIPTION
 KL0792
 KL0792'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 KL0792'STATION IS LOCATED 12.0 MI. (AIRLINE) NE. OF CARBONDALE, COLORADO, AT
 KL0792'COTTONWOOD PASS, 21 FT. W. OF THE CENTERLINE OF THE RD.
 KL0792'
 KL0792'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS NO. 133 AND 82, N. OF
 KL0792'CARBONDALE, COLORADO, GO E. ON 82 FOR 3.7 MI. TO DIRT RD. N., AT
 KL0792'CATHERINE, GO LEFT (N.) ON DIRT RD. FOR 2.4 MI. TO FORKS, TAKE LEFT
 KL0792'FORK AND GO 1.5 MI. TO FORKS, TAKE RIGHT FORK AND GO 0.9 MI. TO THE
 KL0792'COTTONWOOD PASS ROAD, GO RIGHT ON PASS RD. FOR 8.0 MI. TO TOP OF PASS
 KL0792'AND STATION.
 KL0792'
 KL0792'STATION MARK--A STANDARD TABLET STAMPED---COTTONWOOD PASS ET 1960
 KL0792'VABM 8280---, CEMENTED IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0764 ***********************************************************************
 KL0764  DESIGNATION -  COTTONWOOD PEAK
 KL0764  PID         -  KL0764
 KL0764  STATE/COUNTY-  CO/EAGLE
 KL0764  USGS QUAD   -  LAVA CREEK (1987)
 KL0764
 KL0764                         *CURRENT SURVEY CONTROL
 KL0764  ___________________________________________________________________
 KL0764* NAD 83(1992)-  39 50 50.58833(N)    106 31 53.32401(W)     ADJUSTED  
 KL0764* NAVD 88     -      3501.9    (meters)   11489.     (feet)  VERTCON   
 KL0764  ___________________________________________________________________
 KL0764  LAPLACE CORR-           4.88  (seconds)                    DEFLEC99
 KL0764  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 KL0764
 KL0764  HORZ ORDER  -  THIRD
 KL0764
 KL0764.The horizontal coordinates were established by classical geodetic methods
 KL0764.and adjusted by the National Geodetic Survey in January 1993..
 KL0764
 KL0764.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0764
 KL0764.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0764
 KL0764.The geoid height was determined by GEOID03.
 KL0764
 KL0764;                    North         East     Units Scale Factor Converg.
 KL0764;SPC CO C     -   528,886.073   826,124.158   MT  1.00002072   -0 39 02.0
 KL0764;SPC CO C     - 1,735,187.06  2,710,375.68   sFT  1.00002072   -0 39 02.0
 KL0764;UTM  13      - 4,411,940.858   368,980.033   MT  0.99981134   -0 58 53.1
 KL0764
 KL0764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0764!SPC CO C     -   0.99945295  x   1.00002072  =   0.99947365
 KL0764!UTM  13      -   0.99945295  x   0.99981134  =   0.99926439
 KL0764
 KL0764                          SUPERSEDED SURVEY CONTROL
 KL0764
 KL0764  NAD 83(1986)-  39 50 50.58201(N)    106 31 53.31139(W) AD(       ) 3
 KL0764  NGVD 29 (10/17/91) 3500.3    (m)        11484.     (f) VERT ANG       
 KL0764
 KL0764.Superseded values are not recommended for survey control.
 KL0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0764.See file dsdata.txt to determine how the superseded data were derived.
 KL0764
 KL0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCE6898011941(NAD 83)
 KL0764_MARKER: DD = SURVEY DISK
 KL0764_SETTING: 66 = SET IN ROCK OUTCROP
 KL0764_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KL0764_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0764+STABILITY: POSITION/ELEVATION WELL
 KL0764
 KL0764  HISTORY     - Date     Condition        Report By
 KL0764  HISTORY     - 1970     MONUMENTED       USFS
 KL0764  HISTORY     - 1972     GOOD             USGS
 KL0764
 KL0764                          STATION DESCRIPTION
 KL0764
 KL0764'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KL0764'THIS STATION IS LOCATED ON A VERY PROMINENT PEAK, ON THE DIVIDE
 KL0764'BETWEEN SHEEPHORN CREEK AND PINEY CREEK, IN SEC. 26, T 2 S, R 82 W.
 KL0764'
 KL0764'TO REACH FROM THE JUNCTION OF COLORADO 9 AND GRAND COUNTY 402, ABOUT
 KL0764'2 MI. S. OF KREMMLING, COLORADO, PROCEED W. ON GRAND COUNTY 402 9.1
 KL0764'MI. TO INSPIRATION POINT, THENCE CONTINUE S. 4.8 MI. CROSSING HARTMAN
 KL0764'DIVIDE, CONTINUE S. 2.0 MI. PASSING JUNCTION WITH A RD. TO RIGHT
 KL0764'WHICH GOES TO RADIUM.  CONTINUE S. 0.3 MI. TO A RD. ON LEFT WHICH
 KL0764'GOES SE. UP SHEEPHORN CREEK.  TURN LEFT UP SHEEPHORN CREEK RD. 1.0
 KL0764'MI. TO A RD. ON RIGHT AT AN OLD SCHOOLHOUSE AND A SIGN INDICATING
 KL0764'COTTONWOOD CREEK AND WALTERS LAKE 10 MI. TO THE RIGHT.  BEAR RIGHT
 KL0764'ON RD. (FS 3086), UP COTTONWOOD CREEK 1.4 MI. TO A GATE AND
 KL0764'CATTLEGUARD.  CONTINUE 0.3 MI. TO A Y-FORK.  KEEP LEFT AND CONTINUE
 KL0764'UP NARROW, ROUGH, STEEP RD. 0.3 MI. TO A GATE AND CATTLEGUARD.
 KL0764'CONTINUE ON FS 3086 0.3 MI. TO ANOTHER GATE AND CATTLEGUARD AT
 KL0764'FOREST BOUNDARY.  CONTINUE ON ROUGH FS 3086 SE. 3.2 MI. TO A Y-FORK.
 KL0764'KEEP RIGHT AND PROCEED TOWARDS WALTERS LAKE (FS SIGN AT FORK) 1.3
 KL0764'MI. TO ANOTHER Y-FORK.  A FS SIGN INDICATES WALTERS LAKE TO THE LEFT
 KL0764'3 MI. AND COTTONWOOD MESA TO THE RIGHT ON TRAIL 1883 3 MI.  BEAR LEFT
 KL0764'ON FS 3086 AND CONTINUE THROUGH THICK TIMBER 1.8 MI. TO ANOTHER
 KL0764'Y-FORK.  A FS SIGN INDICATES WALTERS LAKE TO THE RIGHT 1 MI. AND LICK
 KL0764'LAKES TO THE LEFT 1 MI.  BEAR RIGHT TOWARD WALTERS LAKE 1.6 MI. TO A
 KL0764'PRIMITIVE CAMPGROUND AT WALTERS LAKE ON THE RIGHT.  CONTINUE PAST
 KL0764'WALTERS LAKE ON STEEP, ROCKY RD. 0.4 MI. TO A Y-FORK.  TURN RIGHT, UP
 KL0764'STEEP HILL, ABOUT 50 YDS., THEN RIGHT AGAIN AT T-JUNCTION.  PROCEED
 KL0764'UP STEEP, NARROW SHELF RD. AROUND 2 SWITCHBACKS 0.8 MI. TO THE TOP
 KL0764'OF MCCORD PASS AND A RD. JUNCTION.  BEAR RIGHT (TOWARD COTTONWOOD
 KL0764'PEAK) AND PROCEED NW. THROUGH HEAVY SPRUCE TIMBER 0.5 MI. TO A RD.
 KL0764'LEFT, CONTINUE STRAIGHT AHEAD 0.9 MI.  AT THIS POINT TRACES OF
 KL0764'SEVERAL OLD LOGGING RDS. CAN BE SEEN BLOCKED BY DOWN-TIMBER.  BEAR
 KL0764'HARD RIGHT AND PICK WAY THROUGH THICK SPRUCE AND ASPEN 0.1 MI. TO
 KL0764'EDGE OF RIM.  BEAR HARD LEFT AND PICK UP RD. AGAIN.  PROCEED UP
 KL0764'STEEP SHELF RD. NW. AROUND SEVERAL SWITCHBACKS 1.1 MI.  AT THIS
 KL0764'POINT THERE IS A TRACE OF AN OLD SHELF RD. FORMING A --Y-- TO THE
 KL0764'RIGHT WITH MAIN RD.  THE RIGHT FORK HAS BEEN CUT OFF AT THE
 KL0764'INTERSECTION.  LEAVE VEHICLE AT THIS POINT AND PACK N. UP STEEP
 KL0764'GRASSY SLOPE.  A 10-MINUTE PACK TO HIGHEST POINT AND STATION.
 KL0764'
 KL0764'STATION MARK--STANDARD USFS BRASS TABLET CEMENTED IN A DRILL HOLE
 KL0764'IN A ROCK IN PLACE.  THE TABLET PROJECTS ABOUT 0.5 FT. ABOVE GROUND
 KL0764'AND IS STAMPED---COTTONWOOD PEAK 1970---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0579 ***********************************************************************
 LM0579  DESIGNATION -  COTTONWOOD RM
 LM0579  PID         -  LM0579
 LM0579  STATE/COUNTY-  CO/GRAND
 LM0579  USGS QUAD   -  HOT SULPHUR SPRINGS (1980)
 LM0579
 LM0579                         *CURRENT SURVEY CONTROL
 LM0579  ___________________________________________________________________
 LM0579* NAD 83(1992)-  40 02 28.78578(N)    106 02 33.30070(W)     ADJUSTED  
 LM0579* NAVD 88     -      3079.     (meters)   10102.     (feet)  SCALED    
 LM0579  ___________________________________________________________________
 LM0579  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 LM0579  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 LM0579
 LM0579  HORZ ORDER  -  SECOND
 LM0579
 LM0579.The horizontal coordinates were established by classical geodetic methods
 LM0579.and adjusted by the National Geodetic Survey in January 1993..
 LM0579
 LM0579.The orthometric height was scaled from a topographic map.
 LM0579
 LM0579.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0579
 LM0579.The geoid height was determined by GEOID03.
 LM0579
 LM0579;                    North         East     Units Scale Factor Converg.
 LM0579;SPC CO N     -   383,550.980   868,098.454   MT  0.99996349   -0 21 02.1
 LM0579;SPC CO N     - 1,258,366.84  2,848,086.34   sFT  0.99996349   -0 21 02.1
 LM0579;UTM  13      - 4,432,865.024   411,058.204   MT  0.99969738   -0 40 14.8
 LM0579
 LM0579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0579!SPC CO N     -   0.99951912  x   0.99996349  =   0.99948263
 LM0579!UTM  13      -   0.99951912  x   0.99969738  =   0.99921665
 LM0579
 LM0579                          SUPERSEDED SURVEY CONTROL
 LM0579
 LM0579  NAD 83(1986)-  40 02 28.77809(N)    106 02 33.29724(W) AD(       ) 2
 LM0579  NAD 27      -  40 02 28.83000(N)    106 02 31.22800(W) AD(       ) 2
 LM0579
 LM0579.Superseded values are not recommended for survey control.
 LM0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0579.See file dsdata.txt to determine how the superseded data were derived.
 LM0579
 LM0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE1105832865(NAD 83)
 LM0579_MARKER: DD = SURVEY DISK
 LM0579_SETTING: 80 = SET IN A BOULDER
 LM0579_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LM0579
 LM0579  HISTORY     - Date     Condition        Report By
 LM0579  HISTORY     - 1951     MONUMENTED       BOR
 LM0579
 LM0579                          STATION DESCRIPTION
 LM0579
 LM0579'DESCRIBED BY US BUREAU OF RECLAMATION 1951 (WRH)
 LM0579'THE STATION IS LOCATED ABOUT 4-1/2 MILES AIRLINE SOUTHEAST OF
 LM0579'HOT SULPHUR SPRINGS, 1 MILE WEST OF COTTONWOOD PASS, ON THE
 LM0579'HIGHEST POINT OF A HIGH, GRASSY MOUNTAIN WHICH IS THE HIGHEST
 LM0579'IN THE VICINITY.
 LM0579'
 LM0579'TO REACH THE STATION FROM THE U.S. POST OFFICE IN HOT
 LM0579'SULPHUR SPRINGS, GO SOUTH FOR 150 FEET, TURN LEFT, EAST, ON U.S. HWY
 LM0579'40, AND GO 0.35 MILE TO A FORK AT A SCHOOL HOUSE.  TAKE THE
 LM0579'RIGHT FORK, GRAVEL ROAD, AND GO SOUTHEAST FOR 4.2 MILES TO A POLE
 LM0579'GATE ON THE RIGHT JUST BEFORE REACHING THE SUMMIT OF THE PASS
 LM0579'AND THE END OF TRUCK TRAVEL.  FROM HERE PACK WEST SOUTHWEST,
 LM0579'BETWEEN TWO FENCES, FOR ABOUT 200 FEET TO A WIRE GATE.  PASS
 LM0579'THROUGH THE GATE, BEAR LEFT AND FOLLOW A BLAZED TRAIL SOUTH
 LM0579'FOR ABOUT 0.3 MILE TO AN OPENING.  TURN RIGHT AND FOLLOW ALONG
 LM0579'THE EDGE OF THE TIMBER UP HILL FOR ABOUT 0.1 MILE TO THE WEST
 LM0579'EDGE OF THE TIMBER.  HERE PICK UP GOOD FOREST SERVICE
 LM0579'TRAIL AND BLAZES GOING WESTERLY UP THROUGH THE TIMBER FOR
 LM0579'ABOUT 0.7 MILE TO AN OPENING.  HERE BEAR RIGHT, WEST, AND
 LM0579'FOLLOW ALONG THE NORTH SIDE OF THE OPENING FOR ABOUT 0.25
 LM0579'MILE TO THE TOP OF THE GRASSY RIDGE, THE HIGHEST POINT AND
 LM0579'STATION COTTONWOOD USGS.  THIS IS AN HOUR PACK.
 LM0579'
 LM0579'THE STATION IS A STANDARD U.S. BUREAU OF RECLAIMATION BENCH
 LM0579'MARK CEMENTED IN A DRILL HOLE IN A 4 X 5 FOOT BOULDER PROJECTING
 LM0579'ABOUT 3-1/2 FEET.  IT IS 8.437 FEET, 2.572 METERS EAST OF
 LM0579'TRIANGULATION STATION COTTONWOOD (USGS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0318 ***********************************************************************
 HJ0318  DESIGNATION -  COTTRELL
 HJ0318  PID         -  HJ0318
 HJ0318  STATE/COUNTY-  CO/BACA
 HJ0318  USGS QUAD   -  VILAS SOUTH (1978)
 HJ0318
 HJ0318                         *CURRENT SURVEY CONTROL
 HJ0318  ___________________________________________________________________
 HJ0318* NAD 83(1992)-  37 21 19.04482(N)    102 29 15.75330(W)     ADJUSTED  
 HJ0318* NAVD 88     -      1298.     (meters)    4259.     (feet)  SCALED    
 HJ0318  ___________________________________________________________________
 HJ0318  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 HJ0318  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 HJ0318
 HJ0318  HORZ ORDER  -  SECOND
 HJ0318
 HJ0318.The horizontal coordinates were established by classical geodetic methods
 HJ0318.and adjusted by the National Geodetic Survey in November 1994..
 HJ0318
 HJ0318.The orthometric height was scaled from a topographic map.
 HJ0318
 HJ0318.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0318
 HJ0318.The geoid height was determined by GEOID03.
 HJ0318
 HJ0318;                    North         East     Units Scale Factor Converg.
 HJ0318;SPC CO S     -   385,529.331 1,181,226.595   MT  0.99998010   +1 50 51.6
 HJ0318;SPC CO S     - 1,264,857.48  3,875,407.59   sFT  0.99998010   +1 50 51.6
 HJ0318;UTM  13      - 4,137,248.041   722,508.371   MT  1.00020991   +1 31 29.9
 HJ0318
 HJ0318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0318!SPC CO S     -   0.99980009  x   0.99998010  =   0.99978019
 HJ0318!UTM  13      -   0.99980009  x   1.00020991  =   1.00000995
 HJ0318
 HJ0318:                Primary Azimuth Mark                     Grid Az
 HJ0318:SPC CO S     -  C 87                                     004 38 24.0
 HJ0318:UTM  13      -  C 87                                     004 57 45.7
 HJ0318
 HJ0318|---------------------------------------------------------------------|
 HJ0318| PID    Reference Object                     Distance      Geod. Az  |
 HJ0318|                                                           dddmmss.s |
 HJ0318| HJ0002 C 87                                               0062915.6 |
 HJ0318| CM7882 COTTRELL RM 1                        11.693 METERS 15718     |
 HJ0318| CM7883 COTTRELL RM 2                        10.974 METERS 29018     |
 HJ0318|---------------------------------------------------------------------|
 HJ0318
 HJ0318                          SUPERSEDED SURVEY CONTROL
 HJ0318
 HJ0318  NAD 83(1992)-  37 21 19.04319(N)    102 29 15.75193(W) AD(       ) 2
 HJ0318  NAD 83(1986)-  37 21 19.04527(N)    102 29 15.73950(W) AD(       ) 2
 HJ0318  NAD 27      -  37 21 18.98589(N)    102 29 14.04554(W) AD(       ) 2
 HJ0318
 HJ0318.Superseded values are not recommended for survey control.
 HJ0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0318.See file dsdata.txt to determine how the superseded data were derived.
 HJ0318
 HJ0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB2250837248(NAD 83)
 HJ0318_MARKER: DS = TRIANGULATION STATION DISK
 HJ0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0318
 HJ0318  HISTORY     - Date     Condition        Report By
 HJ0318  HISTORY     - 1953     MONUMENTED       CGS
 HJ0318  HISTORY     - 1975     GOOD             NGS
 HJ0318
 HJ0318                          STATION DESCRIPTION
 HJ0318
 HJ0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HJ0318'THE STATION IS LOCATED ON A PROMINENT MOUND, IN THE FARMYARD
 HJ0318'OF MR. L.J. COTTRELL.  IT IS ABOUT 7.0 MILES AIRLINE EAST-SOUTHEAST
 HJ0318'OF SPRINGFIELD AND 2.5 MILES AIRLINE SOUTHWEST OF VILAS.
 HJ0318'
 HJ0318'TO REACH FROM THE U.S. POST OFFICE IN SPRINGFIELD, GO EAST ON
 HJ0318'9TH AVENUE FOR ONE BLOCK TO U.S. HIGHWAY 287.  GO RIGHT, SOUTH,
 HJ0318'ON HIGHWAY 287 FOR 1.4 MILES TO ITS JUNCTION WITH STATE ROUTE 160.
 HJ0318'TURN LEFT AND GO EAST ON STATE ROUTE 160 FOR 7.4 MILES TO A
 HJ0318'SIDE ROAD TO THE RIGHT AND BM C 87 ON THE LEFT, AT A POINT
 HJ0318'WHERE THE HIGHWAY MAKES A SLIGHT TURN TO THE RIGHT.  GO RIGHT,
 HJ0318'SOUTH, ON THE SIDE ROAD FOR 2.0 MILES TO A T-ROAD TO THE RIGHT.
 HJ0318'GO RIGHT FOR 0.2 MILE TO THE FARMYARD ENTRANCE.  GO RIGHT,
 HJ0318'NORTH, FOR 50 YARDS TO THE NORTHEAST CORNER OF THE FARMYARD AND
 HJ0318'THE STATION.
 HJ0318'
 HJ0318'THE STATION MARK IS A STANDARD DISK, STAMPED COTTRELL 1953,
 HJ0318'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT IS
 HJ0318'4 INCHES BELOW GROUND SURFACE.  IT IS 97.2 FEET EAST-NORTHEAST
 HJ0318'OF THE NORTHEAST CORNER OF THE FARMHOUSE, 14.8 FEET WEST OF A
 HJ0318'NORTH-SOUTH FENCE AND 13.3 FEET SOUTH OF A WITNESS POST AND
 HJ0318'AN EAST-WEST FENCE.
 HJ0318'
 HJ0318'REFERENCE MARK NUMBER ONE IS A STANDARD DISK, STAMPED COTTRELL
 HJ0318'NO 1 1953, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 HJ0318'THAT PROJECTS 2 INCHES.  IT IS 10 INCHES WEST OF A FENCE LINE
 HJ0318'AND THE SAME ELEVATION AS THE STATION.
 HJ0318'
 HJ0318'REFERENCE MARK NUMBER TWO IS A STANDARD DISK, STAMPED COTTRELL
 HJ0318'NO 2 1953, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 HJ0318'THAT PROJECTS 2 INCHES.  IT IS 1 FOOT SOUTH OF A FENCE LINE
 HJ0318'AND THE SAME ELEVATION AS THE STATION.
 HJ0318'
 HJ0318'BM C 87 IS A STANDARD BENCH MARK DISK, STAMPED C 87 1935,
 HJ0318'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT
 HJ0318'PROJECTS 2 INCHES.  IT IS 48.0 FEET NORTH OF THE CENTERLINE
 HJ0318'OF STATE ROUTE 160, 52 YARDS WEST OF RAILROAD MILE POST 88,
 HJ0318'AND 45.0 FEET SOUTH OF THE CENTER LINE OF THE RAILROAD TRACKS.
 HJ0318'
 HJ0318'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 HJ0318
 HJ0318                          STATION RECOVERY (1975)
 HJ0318
 HJ0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 HJ0318'STATION MARK, REFERENCE MARKS 1, 2 AND BENCH MARK C 87 1935
 HJ0318'(AZIMUTH MARK) WERE FOUND IN GOOD CONDITION.  THE ROUTE TO STATION
 HJ0318'IS ADEQUATE.  THIS WAS A VISUAL RECOVERY ONLY FOR TIE AT STATION
 HJ0318'EATON 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0726 ***********************************************************************
 KL0726  DESIGNATION -  COULTER
 KL0726  PID         -  KL0726
 KL0726  STATE/COUNTY-  CO/GARFIELD
 KL0726  USGS QUAD   -  RIFLE FALLS (1987)
 KL0726
 KL0726                         *CURRENT SURVEY CONTROL
 KL0726  ___________________________________________________________________
 KL0726* NAD 83(1992)-  39 44 15.54150(N)    107 43 52.86751(W)     ADJUSTED  
 KL0726* NAVD 88     -      2803.3    (meters)    9197.     (feet)  VERTCON   
 KL0726  ___________________________________________________________________
 KL0726  LAPLACE CORR-           6.19  (seconds)                    DEFLEC99
 KL0726  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 KL0726
 KL0726  HORZ ORDER  -  SECOND
 KL0726
 KL0726.The horizontal coordinates were established by classical geodetic methods
 KL0726.and adjusted by the National Geodetic Survey in January 1993..
 KL0726
 KL0726.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0726
 KL0726.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0726
 KL0726.The geoid height was determined by GEOID03.
 KL0726
 KL0726;                    North         East     Units Scale Factor Converg.
 KL0726;SPC CO C     -   518,549.689   723,150.562   MT  0.99999758   -1 24 26.2
 KL0726;SPC CO C     - 1,701,275.10  2,372,536.47   sFT  0.99999758   -1 24 26.2
 KL0726;SPC CO N     -   352,098.201   723,151.688   MT  0.99999668   -1 26 30.3
 KL0726;SPC CO N     - 1,155,175.51  2,372,540.16   sFT  0.99999668   -1 26 30.3
 KL0726;UTM  13      - 4,402,207.501   265,946.437   MT  1.00027448   -1 44 48.7
 KL0726
 KL0726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0726!SPC CO C     -   0.99956270  x   0.99999758  =   0.99956028
 KL0726!SPC CO N     -   0.99956270  x   0.99999668  =   0.99955938
 KL0726!UTM  13      -   0.99956270  x   1.00027448  =   0.99983706
 KL0726
 KL0726|---------------------------------------------------------------------|
 KL0726| PID    Reference Object                     Distance      Geod. Az  |
 KL0726|                                                           dddmmss.s |
 KL0726| CM6307 COULTER RM 1                         22.817 METERS 04301     |
 KL0726| CM6306 COULTER AZ MK                                      1403706.9 |
 KL0726| CM6308 COULTER RM 2                         27.030 METERS 32418     |
 KL0726| KL0749 BAR H                               APPROX. 7.1 KM 3252624.4 |
 KL0726|---------------------------------------------------------------------|
 KL0726
 KL0726                          SUPERSEDED SURVEY CONTROL
 KL0726
 KL0726  NAD 83(1986)-  39 44 15.53579(N)    107 43 52.86081(W) AD(       ) 2
 KL0726  NAD 27      -  39 44 15.60500(N)    107 43 50.62600(W) AD(       ) 2
 KL0726  NGVD 29 (07/19/86) 2801.9    (m)         9193.     (f) VERT ANG       
 KL0726
 KL0726.Superseded values are not recommended for survey control.
 KL0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0726.See file dsdata.txt to determine how the superseded data were derived.
 KL0726
 KL0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBE6594602208(NAD 83)
 KL0726_MARKER: DS = TRIANGULATION STATION DISK
 KL0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0726
 KL0726  HISTORY     - Date     Condition        Report By
 KL0726  HISTORY     - 1937     MONUMENTED       CGS
 KL0726  HISTORY     - 1950     GOOD             USGS
 KL0726
 KL0726                          STATION DESCRIPTION
 KL0726
 KL0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KL0726'STATION IS IN THE WHITE RIVER NATIONAL FOREST, ABOUT 17-1/4
 KL0726'MILES NNE OF RIFLE, ON THE HIGHEST POINT OF COULTER
 KL0726'MESA, ABOUT 1 MILE WNW OF THE COULTER RANCH, ON CREST OF
 KL0726'RIDGE ABOUT 200 YARDS S OF A TRACK ROAD LEADING TO THE BAR H
 KL0726'RANGER STATION, 49.8 FEET E BY N OF THE E FENCE LINE OF A
 KL0726'CULTIVATED FIELD, IN THE CENTER OF A GAP IN THE TIMBER WHICH
 KL0726'EXTENDS ACROSS THE CREST OF THE RIDGE.
 KL0726'
 KL0726'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KL0726'BRONZE DISKS SET IN CONCRETE.
 KL0726'
 KL0726'REFERENCE MARK NO. 1 IS N BY E OF THE STATION, IN RANGE
 KL0726'WITH A V-SHAPED GAP IN THE TOP OF A CLUMP OF ASPENS 100
 KL0726'YARDS DISTANT.
 KL0726'
 KL0726'REFERENCE MARK NO. 2 IS WNW OF THE STATION, ON E FENCE LINE
 KL0726'OF CULTIVATED FIELD.
 KL0726'
 KL0726'AZIMUTH MARK IS APPROXIMATELY 250 YARDS ESE OF THE STATION,
 KL0726'AT THE W EDGE OF THE TIMBER ON THE SE SLOPE OF THE RIDGE,
 KL0726'ON A DIM COWPATH, ABOUT 30 YARDS ESE OF THE MOST WESTERN
 KL0726'POINT OF TIMBER.
 KL0726'
 KL0726'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 KL0726'50 AND STATE HIGHWAY 13 AT RIFLE, GO N ON HIGHWAY 13 FOR 3.2
 KL0726'MILES AND TURN RIGHT ON T-ROAD, THENCE 4.0 MILES AND KEEP ON
 KL0726'RIGHT FORK, THENCE ON MAIN ROAD, ALONG POWER LINE FOR 7.3
 KL0726'MILES AND PASS CATTLE GUARD AT ENTRANCE TO RIFLE MOUNTAIN
 KL0726'NATIONAL PARK, THENCE ALONG ROAD UP CREEK FOR 4.65 MILES
 KL0726'AND TURN LEFT ON ROAD UP SIDE OF RIDGE AT SIGN COULTER MESA,
 KL0726'THENCE 0.55 MILE AND KEEP LEFT FORK, THENCE 3.25 MILES AND
 KL0726'PASS THROUGH POLE GATE, THENCE 0.15 MILE AND TAKE RIGHT FORK
 KL0726'AT THE COULTER RANCH BUILDINGS ON THE LEFT, THENCE 0.5 MILE,
 KL0726'0.3 MILE PAST POLE GATE, AND TAKE LEFT FORK, THENCE 0.9
 KL0726'MILE TO GATE IN FENCE AT EDGE OF CULTIVATED FIELD, THENCE
 KL0726'LEFT (S) ALONG THE FENCE FOR ABOUT 200 YARDS TO THE STATION
 KL0726'ON THE CREST OF THE RIDGE.
 KL0726'
 KL0726'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 KL0726
 KL0726                          STATION RECOVERY (1950)
 KL0726
 KL0726'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 KL0726'STATION FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0797 ***********************************************************************
 KL0797  DESIGNATION -  COULTER
 KL0797  PID         -  KL0797
 KL0797  STATE/COUNTY-  CO/EAGLE
 KL0797  USGS QUAD   -  COTTONWOOD PASS (1987)
 KL0797
 KL0797                         *CURRENT SURVEY CONTROL
 KL0797  ___________________________________________________________________
 KL0797* NAD 83(1992)-  39 30 11.94018(N)    107 05 51.71822(W)     ADJUSTED  
 KL0797* NAVD 88     -      2482.5    (meters)    8145.     (feet)  VERTCON   
 KL0797  ___________________________________________________________________
 KL0797  LAPLACE CORR-           6.77  (seconds)                    DEFLEC99
 KL0797  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 KL0797
 KL0797  HORZ ORDER  -  THIRD
 KL0797
 KL0797.The horizontal coordinates were established by classical geodetic methods
 KL0797.and adjusted by the National Geodetic Survey in January 1993..
 KL0797
 KL0797.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0797
 KL0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0797
 KL0797.The geoid height was determined by GEOID03.
 KL0797
 KL0797;                    North         East     Units Scale Factor Converg.
 KL0797;SPC CO C     -   491,392.248   776,997.274   MT  0.99996051   -1 00 27.5
 KL0797;SPC CO C     - 1,612,176.07  2,549,198.56   sFT  0.99996051   -1 00 27.5
 KL0797;UTM  13      - 4,374,733.341   319,642.665   MT  1.00000051   -1 20 05.1
 KL0797
 KL0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0797!SPC CO C     -   0.99961289  x   0.99996051  =   0.99957342
 KL0797!UTM  13      -   0.99961289  x   1.00000051  =   0.99961340
 KL0797
 KL0797                          SUPERSEDED SURVEY CONTROL
 KL0797
 KL0797  NAD 83(1986)-  39 30 11.93693(N)    107 05 51.72022(W) AD(       ) 3
 KL0797  NGVD 29 (11/04/91) 2481.1    (m)         8140.     (f) VERT ANG       
 KL0797
 KL0797.Superseded values are not recommended for survey control.
 KL0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0797.See file dsdata.txt to determine how the superseded data were derived.
 KL0797
 KL0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD1964374733(NAD 83)
 KL0797_MARKER: DD = SURVEY DISK
 KL0797_SETTING: 66 = SET IN ROCK OUTCROP
 KL0797_SP_SET: SET IN BEDROCK
 KL0797_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0797+STABILITY: POSITION/ELEVATION WELL
 KL0797
 KL0797  HISTORY     - Date     Condition        Report By
 KL0797  HISTORY     - 1960     MONUMENTED       USGS
 KL0797
 KL0797                          STATION DESCRIPTION
 KL0797
 KL0797'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 KL0797'STATION IS LOCATED 9.0 MI. (AIRLINE) NE. OF CARBONDALE, COLORADO,
 KL0797'ABOUT 1,000 FT. E. OF THE COTTONWOOD PASS ROAD ON THE W. END OF A
 KL0797'ROCKY POINT.
 KL0797'
 KL0797'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 133 AND 82, N. OF
 KL0797'CARBONDALE, COLORADO, GO E. ON 82 FOR 3.7 MI. TO DIRT RD. N., AT
 KL0797'CATHERINE, GO LEFT (N.) ON RD. FOR 2.4 MI. TO FORKS, TAKE LEFT FORK
 KL0797'AND GO 1.5 MI. TO FORKS, TAKE RIGHT FORK AND GO 0.9 MI. TO THE
 KL0797'COTTONWOOD PASS ROAD, GO RIGHT ON PASS RD. FOR 4.2 MI. TO FORK
 KL0797'(STATION POINT IS VISIBLE FROM THIS FORK), TAKE RIGHT FORK AND GO
 KL0797'0.3 MI., LEAVE TRUCK AND PACK NW. FOR ABOUT 5-MINUTES TO ROCKY
 KL0797'POINT AND STATION.
 KL0797'
 KL0797'STATION MARK--A STANDARD TABLET STAMPED---ET COULTER 1960 VABM
 KL0797'8140---, SET IN OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0316 ***********************************************************************
 JK0316  DESIGNATION -  COUNTY LINE
 JK0316  PID         -  JK0316
 JK0316  STATE/COUNTY-  CO/EL PASO
 JK0316  USGS QUAD   -  TIMBER MOUNTAIN (1994)
 JK0316
 JK0316                         *CURRENT SURVEY CONTROL
 JK0316  ___________________________________________________________________
 JK0316* NAD 83(1992)-  38 31 14.55525(N)    104 47 28.95964(W)     ADJUSTED  
 JK0316* NAVD 88     -      1829.772  (meters)    6003.18   (feet)  ADJUSTED  
 JK0316  ___________________________________________________________________
 JK0316  X           -  -1,276,004.851 (meters)                     COMP
 JK0316  Y           -  -4,832,428.969 (meters)                     COMP
 JK0316  Z           -   3,951,956.676 (meters)                     COMP
 JK0316  LAPLACE CORR-         -10.66  (seconds)                    DEFLEC99
 JK0316  ELLIP HEIGHT-        1811.81  (meters)          (12/03/02) GPS OBS
 JK0316  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 JK0316  DYNAMIC HT  -        1827.803 (meters)    5996.72  (feet)  COMP
 JK0316  MODELED GRAV-     979,487.1   (mgal)                       NAVD 88
 JK0316
 JK0316  HORZ ORDER  -  THIRD
 JK0316  VERT ORDER  -  SECOND    CLASS 0
 JK0316  ELLP ORDER  -  FOURTH    CLASS II
 JK0316
 JK0316.The horizontal coordinates were established by classical geodetic methods
 JK0316.and adjusted by the National Geodetic Survey in December 2002..
 JK0316
 JK0316.The orthometric height was determined by differential leveling
 JK0316.and adjusted by the National Geodetic Survey in June 1991..
 JK0316
 JK0316.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK0316
 JK0316.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0316
 JK0316.The ellipsoidal height was determined by GPS observations
 JK0316.and is referenced to NAD 83.
 JK0316
 JK0316.The geoid height was determined by GEOID03.
 JK0316
 JK0316.The dynamic height is computed by dividing the NAVD 88
 JK0316.geopotential number by the normal gravity value computed on the
 JK0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0316.degrees latitude (g = 980.6199 gals.).
 JK0316
 JK0316.The modeled gravity was interpolated from observed gravity values.
 JK0316
 JK0316;                    North         East     Units Scale Factor Converg.
 JK0316;SPC CO C     -   381,345.692   976,197.771   MT  0.99998685   +0 26 48.9
 JK0316;SPC CO C     - 1,251,131.66  3,202,742.19   sFT  0.99998685   +0 26 48.9
 JK0316;SPC CO S     -   510,812.565   976,199.676   MT  1.00001712   +0 26 04.8
 JK0316;SPC CO S     - 1,675,890.89  3,202,748.44   sFT  1.00001712   +0 26 04.8
 JK0316;UTM  13      - 4,263,612.042   518,186.222   MT  0.99960407   +0 07 47.7
 JK0316
 JK0316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0316!SPC CO C     -   0.99971580  x   0.99998685  =   0.99970265
 JK0316!SPC CO S     -   0.99971580  x   1.00001712  =   0.99973291
 JK0316!UTM  13      -   0.99971580  x   0.99960407  =   0.99931998
 JK0316
 JK0316:                Primary Azimuth Mark                     Grid Az
 JK0316:SPC CO C     -  BUTTES                                   019 30 48.9
 JK0316:SPC CO S     -  BUTTES                                   019 31 33.0
 JK0316:UTM  13      -  BUTTES                                   019 49 50.1
 JK0316
 JK0316|---------------------------------------------------------------------|
 JK0316| PID    Reference Object                     Distance      Geod. Az  |
 JK0316|                                                           dddmmss.s |
 JK0316| JK1179 BUTTES                              APPROX.11.6 KM 0195737.8 |
 JK0316|---------------------------------------------------------------------|
 JK0316
 JK0316                          SUPERSEDED SURVEY CONTROL
 JK0316
 JK0316  NAD 83(1992)-  38 31 14.55427(N)    104 47 28.94997(W) AD(       ) 3
 JK0316  ELLIP H (01/07/93) 1811.82   (m)                       GP(       ) 4 2
 JK0316  NAD 83(1986)-  38 31 14.53772(N)    104 47 28.93873(W) AD(       ) 3
 JK0316  NAD 27      -  38 31 14.54039(N)    104 47 27.02109(W) AD(       ) 3
 JK0316  NGVD 29 (??/??/92) 1828.795  (m)         5999.97   (f) ADJ UNCH    2 0
 JK0316
 JK0316.Superseded values are not recommended for survey control.
 JK0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0316.See file dsdata.txt to determine how the superseded data were derived.
 JK0316
 JK0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC1818663612(NAD 83)
 JK0316_MARKER: DS = TRIANGULATION STATION DISK
 JK0316_SETTING: 80 = SET IN A BOULDER
 JK0316_SP_SET: BOULDER
 JK0316_STAMPING: R 1939 COUNTY LINE
 JK0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0316+STABILITY: SURFACE MOTION
 JK0316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0316+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1986
 JK0316
 JK0316  HISTORY     - Date     Condition        Report By
 JK0316  HISTORY     - 1939     MONUMENTED       USGS
 JK0316  HISTORY     - 1952     GOOD             NGS
 JK0316  HISTORY     - 1961     GOOD             USGS
 JK0316  HISTORY     - 1984     GOOD             NGS
 JK0316  HISTORY     - 19860625 GOOD
 JK0316
 JK0316                          STATION DESCRIPTION
 JK0316
 JK0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JK0316'26.5 MI SE FROM COLORADO SPRINGS.
 JK0316'2.1 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 JK0316'COLORADO SPRINGS, THENCE 13.55 MILES SOUTHWEST ALONG STATE HIGHWAY
 JK0316'115, THENCE 8.65 MILES SOUTHEAST ALONG THE LYTLE ROAD, THENCE 0.2
 JK0316'MILE SOUTH ALONG A DIRT ROAD, THENCE 2.0 MILES EAST ALONG A RANCH
 JK0316'TRACK ROAD, ON THE NORTHWEST POINT OF A RIDGE, AT THE NORTHWEST END
 JK0316'OF A TRACK ROAD, 0.9 FOOT ABOVE THE GROUND, SET IN THE TOP OF A
 JK0316'SMALL BOULDER.
 JK0316
 JK0316                          STATION RECOVERY (1961)
 JK0316
 JK0316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 JK0316'STATION IS LOCATED IN NW. 1/4 OF SEC. 4, T 18 S, R 66 W, ABOUT ON
 JK0316'COUNTY LINE BETWEEN EL PASO AND PUEBLO COUNTIES, ON E. RIM OF MESA AT
 JK0316'N. END OF POINT OF NOSE WHERE MESA BREAKS DOWN FOR ABOUT 1,000 FT.
 JK0316'
 JK0316'THE STATION IS BEST REACHED FROM JUNCTION OF U.S. HIGHWAYS 85 AND 87
 JK0316'AND STATE HIGHWAY 115, 13.9 MI. TO LYTLE ROAD DOWN TURKEY CREEK,
 JK0316'THENCE DOWN TURKEY CREEK 9.0 MI. TO RANCH RD. E., FOLLOW SAID RD. E.
 JK0316'2.2 MI. TO STATION.
 JK0316'
 JK0316'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---COUNTY LINE R
 JK0316'1939---, CEMENTED IN ROCK SET NEARLY FLUSH WITH GROUND.
 JK0316'
 JK0316'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE TABLET, STAMPED
 JK0316'---NO. 1---, CEMENTED IN ROCK SET NEARLY FLUSH WITH GROUND, 11.5 FT.
 JK0316'FROM STATION, S 30 DEG 58 MIN W.
 JK0316'
 JK0316'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE TABLET, STAMPED
 JK0316'---NO. 2---, CEMENTED IN ROCK SET NEARLY FLUSH WITH THE GROUND,
 JK0316'12.2 FT. FROM STATION, N 38 DEG 51 MIN W.
 JK0316
 JK0316                          STATION RECOVERY (1984)
 JK0316
 JK0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0316'RECOVERED IN GOOD CONDITION.
 JK0316
 JK0316                          STATION RECOVERY (1986)
 JK0316
 JK0316'RECOVERED 1986
 JK0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0315 ***********************************************************************
 JK0315  DESIGNATION -  COUNTY LINE RM
 JK0315  PID         -  JK0315
 JK0315  STATE/COUNTY-  CO/EL PASO
 JK0315  USGS QUAD   -  TIMBER MOUNTAIN (1994)
 JK0315
 JK0315                         *CURRENT SURVEY CONTROL
 JK0315  ___________________________________________________________________
 JK0315* NAD 83(1986)-  38 31 15.     (N)    104 47 28.     (W)     SCALED    
 JK0315* NAVD 88     -      1829.639  (meters)    6002.74   (feet)  ADJUSTED  
 JK0315  ___________________________________________________________________
 JK0315  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 JK0315  DYNAMIC HT  -        1827.670 (meters)    5996.28  (feet)  COMP
 JK0315  MODELED GRAV-     979,487.2   (mgal)                       NAVD 88
 JK0315
 JK0315  VERT ORDER  -  SECOND    CLASS 0
 JK0315
 JK0315.The horizontal coordinates were scaled from a topographic map and have
 JK0315.an estimated accuracy of +/- 6 seconds.
 JK0315
 JK0315.The orthometric height was determined by differential leveling
 JK0315.and adjusted by the National Geodetic Survey in June 1991..
 JK0315
 JK0315.The geoid height was determined by GEOID03.
 JK0315
 JK0315.The dynamic height is computed by dividing the NAVD 88
 JK0315.geopotential number by the normal gravity value computed on the
 JK0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0315.degrees latitude (g = 980.6199 gals.).
 JK0315
 JK0315.The modeled gravity was interpolated from observed gravity values.
 JK0315
 JK0315;                    North         East    Units  Estimated Accuracy
 JK0315;SPC CO C     -   381,360.      976,220.      MT  (+/- 180 meters Scaled)
 JK0315
 JK0315                          SUPERSEDED SURVEY CONTROL
 JK0315
 JK0315  NGVD 29 (??/??/92) 1828.662  (m)         5999.54   (f) ADJ UNCH    2 0
 JK0315
 JK0315.Superseded values are not recommended for survey control.
 JK0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0315.See file dsdata.txt to determine how the superseded data were derived.
 JK0315
 JK0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC182636(NAD 83)
 JK0315_MARKER: DR = REFERENCE MARK DISK
 JK0315_SETTING: 80 = SET IN A BOULDER
 JK0315_SP_SET: BOULDER
 JK0315_STAMPING: NO 1
 JK0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0315+STABILITY: SURFACE MOTION
 JK0315
 JK0315  HISTORY     - Date     Condition        Report By
 JK0315  HISTORY     - UNK      MONUMENTED       USGS
 JK0315  HISTORY     - 1952     GOOD             NGS
 JK0315  HISTORY     - 1984     GOOD             NGS
 JK0315
 JK0315                          STATION DESCRIPTION
 JK0315
 JK0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JK0315'26.5 MI SE FROM COLORADO SPRINGS.
 JK0315'2.1 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 JK0315'COLORADO SPRINGS, THENCE 13.55 MILES SOUTHWEST ALONG STATE HIGHWAY
 JK0315'115, THENCE 8.65 MILES SOUTHEAST ALONG THE LYTLE ROAD, THENCE 0.2
 JK0315'MILE SOUTH ALONG A DIRT ROAD, THENCE 2.0 MILES EAST ALONG A RANCH
 JK0315'TRACK ROAD, ON THE NORTHWEST POINT OF A RIDGE, 12.0 FEET NORTHEAST
 JK0315'OF TRIANGULATION STATION COUNTY LINE (U.S.G.S.), 0.8 FOOT ABOVE THE
 JK0315'GROUND, SET IN THE TOP OF THE CENTER OF A SMALL BOULDER.
 JK0315
 JK0315                          STATION RECOVERY (1984)
 JK0315
 JK0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0317 ***********************************************************************
 JK0317  DESIGNATION -  COUNTY LINE RM 2
 JK0317  PID         -  JK0317
 JK0317  STATE/COUNTY-  CO/EL PASO
 JK0317  USGS QUAD   -  TIMBER MOUNTAIN (1994)
 JK0317
 JK0317                         *CURRENT SURVEY CONTROL
 JK0317  ___________________________________________________________________
 JK0317* NAD 83(1986)-  38 31 14.     (N)    104 47 28.     (W)     SCALED    
 JK0317* NAVD 88     -      1829.581  (meters)    6002.55   (feet)  ADJUSTED  
 JK0317  ___________________________________________________________________
 JK0317  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 JK0317  DYNAMIC HT  -        1827.612 (meters)    5996.09  (feet)  COMP
 JK0317  MODELED GRAV-     979,487.2   (mgal)                       NAVD 88
 JK0317
 JK0317  VERT ORDER  -  SECOND    CLASS 0
 JK0317
 JK0317.The horizontal coordinates were scaled from a topographic map and have
 JK0317.an estimated accuracy of +/- 6 seconds.
 JK0317
 JK0317.The orthometric height was determined by differential leveling
 JK0317.and adjusted by the National Geodetic Survey in June 1991..
 JK0317
 JK0317.The geoid height was determined by GEOID03.
 JK0317
 JK0317.The dynamic height is computed by dividing the NAVD 88
 JK0317.geopotential number by the normal gravity value computed on the
 JK0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0317.degrees latitude (g = 980.6199 gals.).
 JK0317
 JK0317.The modeled gravity was interpolated from observed gravity values.
 JK0317
 JK0317;                    North         East    Units  Estimated Accuracy
 JK0317;SPC CO C     -   381,330.      976,220.      MT  (+/- 180 meters Scaled)
 JK0317
 JK0317                          SUPERSEDED SURVEY CONTROL
 JK0317
 JK0317  NGVD 29 (??/??/92) 1828.604  (m)         5999.35   (f) ADJ UNCH    2 0
 JK0317
 JK0317.Superseded values are not recommended for survey control.
 JK0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0317.See file dsdata.txt to determine how the superseded data were derived.
 JK0317
 JK0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC182635(NAD 83)
 JK0317_MARKER: DR = REFERENCE MARK DISK
 JK0317_SETTING: 80 = SET IN A BOULDER
 JK0317_SP_SET: BOULDER
 JK0317_STAMPING: NO 2
 JK0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0317+STABILITY: SURFACE MOTION
 JK0317
 JK0317  HISTORY     - Date     Condition        Report By
 JK0317  HISTORY     - UNK      MONUMENTED       USGS
 JK0317  HISTORY     - 1952     GOOD             NGS
 JK0317  HISTORY     - 1984     POOR             NGS
 JK0317
 JK0317                          STATION DESCRIPTION
 JK0317
 JK0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JK0317'26.5 MI SE FROM COLORADO SPRINGS.
 JK0317'2.1 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 JK0317'COLORADO SPRINGS, THENCE 13.55 MILES SOUTHWEST ALONG STATE HIGHWAY
 JK0317'115, THENCE 8.65 MILES SOUTHEAST ALONG THE LYTLE ROAD, THENCE 0.2
 JK0317'MILE SOUTH ALONG A DIRT ROAD, THENCE 2.0 MILES EAST ALONG A RANCH
 JK0317'TRACK ROAD, ON THE NORTHWEST POINT OF A RIDGE, AT THE NORTHWEST END
 JK0317'OF A TRACK ROAD, 12.0 FEET SOUTHEAST OF TRIANGULATION STATION
 JK0317'COUNTY LINE (U.S.G.S.), 0.8 FOOT ABOVE THE GROUND, SET IN THE
 JK0317'TOP OF THE CENTER OF A SMALL BOULDER.
 JK0317
 JK0317                          STATION RECOVERY (1984)
 JK0317
 JK0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0317'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1266 ***********************************************************************
 JK1266  DESIGNATION -  COVER
 JK1266  PID         -  JK1266
 JK1266  STATE/COUNTY-  CO/PARK
 JK1266  USGS QUAD   -  COVER MOUNTAIN (1983)
 JK1266
 JK1266                         *CURRENT SURVEY CONTROL
 JK1266  ___________________________________________________________________
 JK1266* NAD 83(1992)-  38 44 27.00749(N)    105 28 18.49165(W)     ADJUSTED  
 JK1266* NAVD 88     -      3097.3    (meters)   10162.     (feet)  VERTCON   
 JK1266  ___________________________________________________________________
 JK1266  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 JK1266  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 JK1266
 JK1266  HORZ ORDER  -  THIRD
 JK1266
 JK1266.The horizontal coordinates were established by classical geodetic methods
 JK1266.and adjusted by the National Geodetic Survey in January 1993..
 JK1266
 JK1266.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1266
 JK1266.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1266
 JK1266.The geoid height was determined by GEOID03.
 JK1266
 JK1266;                    North         East     Units Scale Factor Converg.
 JK1266;SPC CO C     -   405,540.130   916,853.190   MT  0.99995555   +0 01 04.0
 JK1266;SPC CO C     - 1,330,509.58  3,008,042.51   sFT  0.99995555   +0 01 04.0
 JK1266;UTM  13      - 4,288,123.099   458,997.012   MT  0.99962070   -0 17 42.9
 JK1266
 JK1266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1266!SPC CO C     -   0.99951650  x   0.99995555  =   0.99947207
 JK1266!UTM  13      -   0.99951650  x   0.99962070  =   0.99913738
 JK1266
 JK1266:                Primary Azimuth Mark                     Grid Az
 JK1266:SPC CO C     -  CAP ROCK                                 142 25 15.6
 JK1266:UTM  13      -  CAP ROCK                                 142 44 02.5
 JK1266
 JK1266|---------------------------------------------------------------------|
 JK1266| PID    Reference Object                     Distance      Geod. Az  |
 JK1266|                                                           dddmmss.s |
 JK1266| JK1264 CAP ROCK                            APPROX.10.0 KM 1422619.6 |
 JK1266|---------------------------------------------------------------------|
 JK1266
 JK1266                          SUPERSEDED SURVEY CONTROL
 JK1266
 JK1266  NAD 83(1986)-  38 44 26.99889(N)    105 28 18.49346(W) AD(       ) 3
 JK1266  NAD 27      -  38 44 27.01737(N)    105 28 16.49604(W) AD(       ) 3
 JK1266  NGVD 29 (07/19/86) 3095.9    (m)        10157.     (f) VERT ANG       
 JK1266
 JK1266.Superseded values are not recommended for survey control.
 JK1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1266.See file dsdata.txt to determine how the superseded data were derived.
 JK1266
 JK1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC5899788123(NAD 83)
 JK1266
 JK1266  HISTORY     - Date     Condition        Report By
 JK1266  HISTORY     - 1940     MONUMENTED       USGS
 JK1266  HISTORY     - 1957     GOOD             USGS
 JK1266
 JK1266                          STATION DESCRIPTION
 JK1266
 JK1266'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 JK1266'STATION IS LOCATED ABOUT 2.7 MI. (AIRLINE) E. OF GUFFEY, COLORADO,
 JK1266'ON THE HIGHEST POINT OF COVER MTN., IN SEC. 17, T 15 S, R 72 W.
 JK1266'
 JK1266'TO REACH FROM POST OFFICE IN GUFFEY, COLORADO, PROCEED N. 0.5 MI. TO
 JK1266'A RD. FORK E., FOLLOW THIS RD. E., THENCE SE. 3.0 MI. TO A RD. FORK,
 JK1266'TAKE THE LEFT FORK AND FOLLOW RD. SE. 0.2 MI. TO A CATTLEGUARD AND
 JK1266'END OF TRUCK TRAVEL.  PACK NE. UP HILL TO STATION.  A 30 MINUTE PACK.
 JK1266'
 JK1266'STATION MARK--STANDARD BRONZE TABLET, CEMENTED IN ROCK IN PLACE,
 JK1266'STAMPED ---COVER-R 1940---.
 JK1266'
 JK1266'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE TABLET, CEMENTED IN
 JK1266'ROCK IN PLACE, STAMPED ---NO. 1---, 11.79 FT. FROM STATION,
 JK1266'N 78 DEG 38 MIN W.
 JK1266'
 JK1266'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE TABLET, CEMENTED IN
 JK1266'ROCK IN PLACE, STAMPED ---NO. 2---, 16.48 FT. FROM STATION,
 JK1266'N 23 DEG 54 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0690 ***********************************************************************
 JL0690  DESIGNATION -  COW
 JL0690  PID         -  JL0690
 JL0690  STATE/COUNTY-  CO/SAGUACHE
 JL0690  USGS QUAD   -  ROCK CREEK PARK (1965)
 JL0690
 JL0690                         *CURRENT SURVEY CONTROL
 JL0690  ___________________________________________________________________
 JL0690* NAD 83(1992)-  38 14 36.18843(N)    106 58 03.07574(W)     ADJUSTED  
 JL0690* NAVD 88     -      3067.7    (meters)   10065.     (feet)  VERTCON   
 JL0690  ___________________________________________________________________
 JL0690  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 JL0690  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 JL0690
 JL0690  HORZ ORDER  -  SECOND
 JL0690
 JL0690.The horizontal coordinates were established by classical geodetic methods
 JL0690.and adjusted by the National Geodetic Survey in January 1993..
 JL0690
 JL0690.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0690
 JL0690.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0690
 JL0690.The geoid height was determined by GEOID03.
 JL0690
 JL0690;                    North         East     Units Scale Factor Converg.
 JL0690;SPC CO S     -   480,803.502   785,942.038   MT  0.99997085   -0 54 00.5
 JL0690;SPC CO S     - 1,577,436.16  2,578,544.84   sFT  0.99997085   -0 54 00.5
 JL0690;SPC CO C     -   351,357.871   785,932.554   MT  1.00004703   -0 55 32.0
 JL0690;SPC CO C     - 1,152,746.62  2,578,513.72   sFT  1.00004703   -0 55 32.0
 JL0690;UTM  13      - 4,234,650.081   327,821.395   MT  0.99996511   -1 13 05.5
 JL0690
 JL0690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0690!SPC CO S     -   0.99952113  x   0.99997085  =   0.99949200
 JL0690!SPC CO C     -   0.99952113  x   1.00004703  =   0.99956814
 JL0690!UTM  13      -   0.99952113  x   0.99996511  =   0.99948626
 JL0690
 JL0690|---------------------------------------------------------------------|
 JL0690| PID    Reference Object                     Distance      Geod. Az  |
 JL0690|                                                           dddmmss.s |
 JL0690| CM6310 COW RM 1                             13.316 METERS 12636     |
 JL0690| CM6309 COW AZ MK                                          2031611.8 |
 JL0690| CM6311 COW RM 2                             13.789 METERS 21629     |
 JL0690|---------------------------------------------------------------------|
 JL0690
 JL0690                          SUPERSEDED SURVEY CONTROL
 JL0690
 JL0690  NAD 83(1986)-  38 14 36.18615(N)    106 58 03.08260(W) AD(       ) 2
 JL0690  NAD 27      -  38 14 36.20600(N)    106 58 00.91640(W) AD(       ) 2
 JL0690  NGVD 29 (07/19/86) 3066.0    (m)        10059.     (f) VERT ANG       
 JL0690
 JL0690.Superseded values are not recommended for survey control.
 JL0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0690.See file dsdata.txt to determine how the superseded data were derived.
 JL0690
 JL0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC2782134650(NAD 83)
 JL0690_MARKER: DS = TRIANGULATION STATION DISK
 JL0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0690
 JL0690  HISTORY     - Date     Condition        Report By
 JL0690  HISTORY     - 1958     MONUMENTED       CGS
 JL0690
 JL0690                          STATION DESCRIPTION
 JL0690
 JL0690'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 JL0690'STATION IS LOCATED ABOUT 22 MILES SOUTH AND 2 MILES WEST OF
 JL0690'GUNNISON, 8 MILES EAST AND 4-1/2 MILES SOUTH OF POWDERHORN,
 JL0690'2 MILES EAST OF THE GUNNISON-SAGUACHE COUNTY LINE, 1-1/2
 JL0690'MILES NORTH OF THE ROCK CREEK COW CAMP AND 1 MILE WEST OF THE
 JL0690'GUNNISON NATIONAL FORESTRY BOUNDARY LINE AND NEAR THE NORTH END
 JL0690'OF A LARGE, OPEN, GRASSY PARK.
 JL0690'
 JL0690'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY
 JL0690'149, ABOUT 12 MILES WEST OF GUNNISON, GO SOUTHERLY ON HIGHWAY
 JL0690'149 FOR 15.3 MILES TO A FORK AT SIGN LAKE CITY 30 - POWDERHORN.
 JL0690'TAKE LEFT FORK AND FOLLOW GRAVEL ROAD EAST FOR 1.4 MILES TO A
 JL0690'SMALL STORE AND PHILLUPS 66 GAS STATION ON RIGHT, IN POWDERHORN.
 JL0690'CONTINUE EASTERLY FOR 2.45 MILES TO A FORK.  TAKE LEFT FORK AND
 JL0690'FOLLOW DIRT ROAD NORTHEAST FOR 1.1 MILES TO A FORK.  TAKE
 JL0690'RIGHT FORK AND FOLLOW DIRT ROAD NORTHEAST AND EASTERLY FOR 4.0
 JL0690'MILES TO A LARGE POLE GATE.  PASS THROUGH GATE AND CONTINUE
 JL0690'EAST FOR 0.45 MILE TO A DIM LEFT FORK.  TAKE LEFT FORK AND
 JL0690'CONTINUE FOR 0.95 MILE TO OPENING INTO A LARGE CLEARING
 JL0690'WHERE TRACK ROAD CURVES TO LEFT AND AZIMUTH MARK ABOUT 50
 JL0690'YARDS ON THE LEFT.  BEAR LEFT AND CONTINUE NORTHERLY ON
 JL0690'TRACK ROAD FOR 0.25 MILE, ALONG THE WEST SIDE OF CLEARING,
 JL0690'TO A TRIANGLE BLAZED PINE TREE AND STATION ON RIGHT.
 JL0690'
 JL0690'STATION MARKS ARE STANDARD DISKS, STAMPED COW 1958.  UNDERGROUND
 JL0690'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW
 JL0690'GROUND SURFACE.  SURFACE MARK IS SET IN THE TOP OF AN 11
 JL0690'INCH SQUARE, CONCRETE POST PROJECTING 4 INCHES, 41 FEET
 JL0690'SOUTHEAST OF THE TRACK ROAD CENTER AND 29 FEET SOUTHEAST OF A
 JL0690'LONE, 10 INCH, PINE TREE WITH A TRIANGLE BLAZE ON ITS EAST
 JL0690'SIDE.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 6 FEET NORTH OF
 JL0690'THE MARK.
 JL0690'
 JL0690'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COW NO 1 1958.
 JL0690'IT IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST
 JL0690'PROJECTING 4 INCHES, 85 FEET SOUTHEAST OF THE TRACK ROAD
 JL0690'CENTER AND 73 FEET SOUTHEAST OF THE TRIANGLE BLAZED TREE.
 JL0690'
 JL0690'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COW NO N2 1958.
 JL0690'IT IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST
 JL0690'PROJECTING 2 INCHES, 65 FEET SOUTH OF THE TRIANGLE BLAZED TREE
 JL0690'AND 34 FEET SOUTHEAST OF THE TRACK ROAD CENTER.
 JL0690'
 JL0690'AZIMUTH MARK IS A STANDARD DISK, STAMPED COW 1958.  IT IS
 JL0690'CEMENTED IN A DRILL HOLE IN FLUSH BEDROCK, 74 FEET EAST OF THE
 JL0690'WEST EDGE OF CLEARING AND 55 FEET WEST OF THE TRACK ROAD
 JL0690'CENTER.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 3 FEET EAST
 JL0690'OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0821 ***********************************************************************
 JL0821  DESIGNATION -  COW
 JL0821  PID         -  JL0821
 JL0821  STATE/COUNTY-  CO/OURAY
 JL0821  USGS QUAD   -  WETTERHORN PEAK (1983)
 JL0821
 JL0821                         *CURRENT SURVEY CONTROL
 JL0821  ___________________________________________________________________
 JL0821* NAD 83(1992)-  38 01 12.60311(N)    107 37 16.15684(W)     ADJUSTED  
 JL0821* NAVD 88     -      3997.7    (meters)   13116.     (feet)  VERTCON   
 JL0821  ___________________________________________________________________
 JL0821  LAPLACE CORR-          11.61  (seconds)                    DEFLEC99
 JL0821  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 JL0821
 JL0821  HORZ ORDER  -  THIRD
 JL0821
 JL0821.The horizontal coordinates were established by classical geodetic methods
 JL0821.and adjusted by the National Geodetic Survey in January 1993..
 JL0821
 JL0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0821
 JL0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0821
 JL0821.The geoid height was determined by GEOID03.
 JL0821
 JL0821;                    North         East     Units Scale Factor Converg.
 JL0821;SPC CO S     -   457,132.959   728,171.824   MT  0.99995065   -1 18 03.9
 JL0821;SPC CO S     - 1,499,777.05  2,389,010.39   sFT  0.99995065   -1 18 03.9
 JL0821;UTM  13      - 4,211,295.606   269,913.111   MT  1.00025207   -1 36 54.6
 JL0821
 JL0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0821!SPC CO S     -   0.99937552  x   0.99995065  =   0.99932620
 JL0821!UTM  13      -   0.99937552  x   1.00025207  =   0.99962743
 JL0821
 JL0821:                Primary Azimuth Mark                     Grid Az
 JL0821:SPC CO S     -  ST BEAR CREEK                            146 25 28.3
 JL0821:UTM  13      -  ST BEAR CREEK                            146 44 19.0
 JL0821
 JL0821|---------------------------------------------------------------------|
 JL0821| PID    Reference Object                     Distance      Geod. Az  |
 JL0821|                                                           dddmmss.s |
 JL0821| HL0638 ST BEAR CREEK                       APPROX. 3.7 KM 1450724.4 |
 JL0821|---------------------------------------------------------------------|
 JL0821
 JL0821                          SUPERSEDED SURVEY CONTROL
 JL0821
 JL0821  NAD 83(1986)-  38 01 12.58710(N)    107 37 16.15760(W) AD(       ) 3
 JL0821  NAD 27      -  38 01 12.62382(N)    107 37 13.96160(W) AD(       ) 3
 JL0821  NGVD 29 (07/19/86) 3995.9    (m)        13110.     (f) VERT ANG       
 JL0821
 JL0821.Superseded values are not recommended for survey control.
 JL0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0821.See file dsdata.txt to determine how the superseded data were derived.
 JL0821
 JL0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC6991311296(NAD 83)
 JL0821
 JL0821  HISTORY     - Date     Condition        Report By
 JL0821  HISTORY     - 1952     MONUMENTED       USGS
 JL0821  HISTORY     - 1963     GOOD             USGS
 JL0821
 JL0821                          STATION DESCRIPTION
 JL0821
 JL0821'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (IGT)
 JL0821'LOCATED ABOUT 3.0 MI. E. OF OURAY, COLORADO, AT N. END OF AMERICAN
 JL0821'FLATS, AT PROMINENT POINT ABOVE AMPHITHEATER.
 JL0821'
 JL0821'TO REACH FROM USGS BM H-31, AT SW. CORNER OF THE BEAUMONT HOTEL AT
 JL0821'OURAY, GO N. ON U.S. HIGHWAY 550 2.4 MI.  GO RIGHT UP HILL ON DIRT RD.
 JL0821'0.2 MI. TO RD. FORK.  TAKE RIGHT FORK 0.45 MI.  TAKE LEFT FORK 0.3 MI.
 JL0821'TO RD. FORK.  GO LEFT 0.05 MI. TO RD. FORK.  GO RIGHT 0.2 MI. TO RD.
 JL0821'FORK.  GO LEFT 0.8 MI. TO A BRIDGE.  CROSS BRIDGE AND TAKE LEFT FORK
 JL0821'0.8 MI. UP ABANDONED MINING RD. TO A GATE.  PROCEED 0.3 MI. TO
 JL0821'ABANDONED MINE AND END OF TRUCK TRAVEL.  PROCEED ON TRAIL SE. FROM
 JL0821'RD. END, APPROXIMATELY 2.0 MI. TO TOP OF RIDGE AND TRAIL CROSSING,
 JL0821'AT FOREST SIGN ---HORSETHIEF TRAIL AND AMERICAN FLATS 6.0 MI.---
 JL0821'GO SE. UP RIDGE FOLLOWING TRAIL, APPROXIMATELY 6.0 MI. TO AMERICAN
 JL0821'FLATS.  STATION IS FIRST PROMINENT TOP S. FROM EDGE OF FLATS AND A
 JL0821'30 MINUTE PACK FROM BASE.  HORSES CAN BE TAKEN TO BASE OF PEAK.
 JL0821'
 JL0821'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---COW 1952---,
 JL0821'CEMENTED IN ROCK.  STATION MARK WAS PLACED UNDER THE CENTER OF OLD
 JL0821'CAIRN, WHICH WAS THE 1927 STATION MARK.
 JL0821'
 JL0821'REFERENCE MARK NO. 1--STANDARD BRONZE TABLET, STAMPED ---COW 1952
 JL0821'NO. 1---, CEMENTED IN A BOULDER, 10.3 FT. FROM STATION,
 JL0821'N 22 DEG 52 MIN E.
 JL0821'
 JL0821'REFERENCE MARK NO. 2--STANDARD BRONZE TABLET, NOT STAMPED, CEMENTED
 JL0821'IN A BOULDER, 47.8 FT. FROM STATION, N 36 DEG 21 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1255 ***********************************************************************
 LL1255  DESIGNATION -  COW ET
 LL1255  PID         -  LL1255
 LL1255  STATE/COUNTY-  CO/WELD
 LL1255  USGS QUAD   -  PURCELL (1960)
 LL1255
 LL1255                         *CURRENT SURVEY CONTROL
 LL1255  ___________________________________________________________________
 LL1255* NAD 83(1992)-  40 39 35.78064(N)    104 32 25.35951(W)     ADJUSTED  
 LL1255* NAVD 88     -      1563.0    (meters)    5128.     (feet)  VERTCON   
 LL1255  ___________________________________________________________________
 LL1255  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 LL1255  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 LL1255
 LL1255  HORZ ORDER  -  THIRD
 LL1255
 LL1255.The horizontal coordinates were established by classical geodetic methods
 LL1255.and adjusted by the National Geodetic Survey in January 1993..
 LL1255
 LL1255.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1255
 LL1255.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1255
 LL1255.The geoid height was determined by GEOID03.
 LL1255
 LL1255;                    North         East     Units Scale Factor Converg.
 LL1255;SPC CO N     -   452,537.156   995,550.347   MT  0.99998230   +0 37 12.2
 LL1255;SPC CO N     - 1,484,698.99  3,266,234.76   sFT  0.99998230   +0 37 12.2
 LL1255;UTM  13      - 4,501,109.729   538,852.995   MT  0.99961858   +0 17 58.1
 LL1255
 LL1255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1255!SPC CO N     -   0.99975768  x   0.99998230  =   0.99973999
 LL1255!UTM  13      -   0.99975768  x   0.99961858  =   0.99937636
 LL1255
 LL1255:                Primary Azimuth Mark                     Grid Az
 LL1255:SPC CO N     -  OLIVE                                    269 02 06.4
 LL1255:UTM  13      -  OLIVE                                    269 21 20.5
 LL1255
 LL1255|---------------------------------------------------------------------|
 LL1255| PID    Reference Object                     Distance      Geod. Az  |
 LL1255|                                                           dddmmss.s |
 LL1255| LL1257 OLIVE                               APPROX. 4.6 KM 2693918.6 |
 LL1255|---------------------------------------------------------------------|
 LL1255
 LL1255                          SUPERSEDED SURVEY CONTROL
 LL1255
 LL1255  NAD 83(1986)-  40 39 35.76787(N)    104 32 25.35675(W) AD(       ) 3
 LL1255  NAD 27      -  40 39 35.84382(N)    104 32 23.51020(W) AD(       ) 3
 LL1255  NGVD 29 (07/19/86) 1562.1    (m)         5125.     (f) VERT ANG       
 LL1255
 LL1255.Superseded values are not recommended for survey control.
 LL1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1255.See file dsdata.txt to determine how the superseded data were derived.
 LL1255
 LL1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF3885301110(NAD 83)
 LL1255_MARKER: DD = SURVEY DISK
 LL1255_SETTING: 0 = UNSPECIFIED SETTING
 LL1255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1255
 LL1255  HISTORY     - Date     Condition        Report By
 LL1255  HISTORY     - 1959     MONUMENTED       USGS
 LL1255
 LL1255                          STATION DESCRIPTION
 LL1255
 LL1255'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LL1255'STATION IS LOCATED ABOUT 10.0 MI. E. AND 5.5 MI. N. OF AULT, COLORADO,
 LL1255'ON TOP OF HILL IN OPEN PRAIRIE, SEC. 15, T 8 N, R 64 W.
 LL1255'
 LL1255'TO REACH STATION FROM INTERSECTION OF U.S. HIGHWAY 85 AND COLORADO
 LL1255'HIGHWAY 14, IN AULT, PROCEED E. ALONG HIGHWAY 14 FOR 12.2 MI. TO
 LL1255'CROSSROADS, THENCE N. 1.0 MI. TO FENCE W. AND WIRE GATE, THENCE W.,
 LL1255'THRU GATE, FOR 0.4 MI. TO OLD DITCH, CONTINUE ALONG DITCH TO WINDMILL,
 LL1255'THENCE NW., ACROSS DITCH, FOR 0.3 MI. TO TOP OF HILL AND TO STATION.
 LL1255'
 LL1255'STATION MARK--A STANDARD TABLET SET IN A CONCRETE POST PROJECTING 4
 LL1255'IN. ABOVE GROUND AND STAMPED ---COW-ET 1959---.
 LL1255'
 LL1255'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3410 ***********************************************************************
 AA3410  DESIGNATION -  COX
 AA3410  PID         -  AA3410
 AA3410  STATE/COUNTY-  CO/DOUGLAS
 AA3410  USGS QUAD   -  HIGHLANDS RANCH (1965)
 AA3410
 AA3410                         *CURRENT SURVEY CONTROL
 AA3410  ___________________________________________________________________
 AA3410* NAD 83(1992)-  39 31 23.44379(N)    104 56 32.19862(W)     ADJUSTED  
 AA3410* NAVD 88     -      1845.9    (meters)    6056.     (feet)  GPS OBS   
 AA3410  ___________________________________________________________________
 AA3410  X           -  -1,270,658.773 (meters)                     COMP
 AA3410  Y           -  -4,761,345.189 (meters)                     COMP
 AA3410  Z           -   4,038,452.923 (meters)                     COMP
 AA3410  LAPLACE CORR-          -6.91  (seconds)                    DEFLEC99
 AA3410  ELLIP HEIGHT-        1829.08  (meters)          (12/03/02) GPS OBS
 AA3410  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 AA3410
 AA3410  HORZ ORDER  -  FIRST
 AA3410  ELLP ORDER  -  FOURTH    CLASS II
 AA3410
 AA3410.The horizontal coordinates were established by GPS observations
 AA3410.and adjusted by the National Geodetic Survey in December 1994..
 AA3410
 AA3410.The orthometric height was determined by GPS observations and a
 AA3410.high-resolution geoid model.
 AA3410
 AA3410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3410
 AA3410.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3410
 AA3410.The ellipsoidal height was determined by GPS observations
 AA3410.and is referenced to NAD 83.
 AA3410
 AA3410.The geoid height was determined by GEOID03.
 AA3410
 AA3410;                    North         East     Units Scale Factor Converg.
 AA3410;SPC CO C     -   492,536.272   962,355.444   MT  0.99996300   +0 21 06.3
 AA3410;SPC CO C     - 1,615,929.42  3,157,327.82   sFT  0.99996300   +0 21 06.3
 AA3410;UTM  13      - 4,374,838.505   504,961.284   MT  0.99960030   +0 02 12.2
 AA3410
 AA3410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3410!SPC CO C     -   0.99971312  x   0.99996300  =   0.99967613
 AA3410!UTM  13      -   0.99971312  x   0.99960030  =   0.99931354
 AA3410
 AA3410                          SUPERSEDED SURVEY CONTROL
 AA3410
 AA3410  ELLIP H (12/14/94) 1829.13   (m)                       GP(       ) 3 1
 AA3410
 AA3410.Superseded values are not recommended for survey control.
 AA3410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3410.See file dsdata.txt to determine how the superseded data were derived.
 AA3410
 AA3410_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED0496174839(NAD 83)
 AA3410_MARKER: DD = SURVEY DISK
 AA3410_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA3410_STAMPING: COX
 AA3410_MARK LOGO: DCGIS 
 AA3410_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA3410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3410+STABILITY: SURFACE MOTION
 AA3410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3410+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3410
 AA3410  HISTORY     - Date     Condition        Report By
 AA3410  HISTORY     - 1993     MONUMENTED       MSAM
 AA3410
 AA3410                          STATION DESCRIPTION
 AA3410
 AA3410'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1993 (KCH)
 AA3410'THE STATION IS LOCATED ABOUT 10.5 MILES (16.9 KM) NORTHWEST OF CASTLE
 AA3410'ROCK ON THE WEST SIDE OF DANIALS PARK ROAD, IN SECTION 13, TOWNSHIP 6
 AA3410'SOUTH, RANGE 68 WEST OF THE 6TH P.M., OWNERSHIP-- DOUGLAS COUNTY TO
 AA3410'REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE 25 AND LINCOLN
 AA3410'AVENUE, GO WEST LINCOLN AVENUE FOR ABOUT 4 MILES (6.4 KM) TO DANIALS
 AA3410'PARK ROAD, GO SOUTH ON DANAILS PARK ROAD FOR ABOUT 3 MILES (4.8 KM) TO
 AA3410'THE STATION ON THE WEST SIDE OF THE ROAD. THE STATION IS A BRASS DISK
 AA3410'SET IN CONCRETE FLUSH WITH THE GROUND, MARKED WITH A DOUGLAS COUNTY
 AA3410'FIBERGLASS WITNESS POST, IT IS 28 FEET (8.5 M) WEST OF THE CENTERLINE
 AA3410'OF DANIELS PARK RD, 3.2 FEET (1.0 M) EAST OF THE WEST ROW FENCE, AND
 AA3410'3.2 FEET (1.0 M) NORTHEAST OF A DOUGLAS COUNTY FIBERGLASS WITNESS
 AA3410'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2840 ***********************************************************************
 AH2840  DESIGNATION -  CP JEM
 AH2840  PID         -  AH2840
 AH2840  STATE/COUNTY-  CO/MESA
 AH2840  USGS QUAD   -  RUBY CANYON (1968)
 AH2840
 AH2840                         *CURRENT SURVEY CONTROL
 AH2840  ___________________________________________________________________
 AH2840* NAD 83(1992)-  39 12 53.73981(N)    108 57 52.25931(W)     ADJUSTED  
 AH2840* NAVD 88     -      1503.2    (meters)    4932.     (feet)  GPS OBS   
 AH2840  ___________________________________________________________________
 AH2840  X           -  -1,608,477.480 (meters)                     COMP
 AH2840  Y           -  -4,680,772.725 (meters)                     COMP
 AH2840  Z           -   4,011,771.340 (meters)                     COMP
 AH2840  LAPLACE CORR-           3.06  (seconds)                    DEFLEC99
 AH2840  ELLIP HEIGHT-        1485.60  (meters)          (12/03/02) GPS OBS
 AH2840  GEOID HEIGHT-         -17.64  (meters)                     GEOID03
 AH2840
 AH2840  HORZ ORDER  -  FIRST
 AH2840  ELLP ORDER  -  FOURTH    CLASS II
 AH2840
 AH2840.The horizontal coordinates were established by GPS observations
 AH2840.and adjusted by the National Geodetic Survey in August 1998..
 AH2840
 AH2840.The orthometric height was determined by GPS observations and a
 AH2840.high-resolution geoid model.
 AH2840
 AH2840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2840
 AH2840.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2840
 AH2840.The ellipsoidal height was determined by GPS observations
 AH2840.and is referenced to NAD 83.
 AH2840
 AH2840.The geoid height was determined by GEOID03.
 AH2840
 AH2840;                    North         East     Units Scale Factor Converg.
 AH2840;SPC CO C     -   463,872.302   615,284.409   MT  0.99993788   -2 11 06.1
 AH2840;SPC CO C     - 1,521,887.71  2,018,645.60   sFT  0.99993788   -2 11 06.1
 AH2840;UTM  12      - 4,342,601.733   675,729.106   MT  0.99998024   +1 17 14.0
 AH2840
 AH2840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2840!SPC CO C     -   0.99976697  x   0.99993788  =   0.99970487
 AH2840!UTM  12      -   0.99976697  x   0.99998024  =   0.99974722
 AH2840
 AH2840                          SUPERSEDED SURVEY CONTROL
 AH2840
 AH2840  ELLIP H (08/21/98) 1485.63   (m)                       GP(       ) 3 2
 AH2840
 AH2840.Superseded values are not recommended for survey control.
 AH2840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2840.See file dsdata.txt to determine how the superseded data were derived.
 AH2840
 AH2840_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ7572942602(NAD 83)
 AH2840_MARKER: DD = SURVEY DISK
 AH2840_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH2840+WITH SETTING: INFORMATION.
 AH2840_STAMPING: CP JEM 1994
 AH2840_MARK LOGO: CODH  
 AH2840_PROJECTION: FLUSH
 AH2840_MAGNETIC: I = MARKER IS A STEEL ROD
 AH2840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2840+STABILITY: SURFACE MOTION
 AH2840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2840+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005
 AH2840_ROD/PIPE-DEPTH: 2    meters
 AH2840
 AH2840  HISTORY     - Date     Condition        Report By
 AH2840  HISTORY     - 1994     MONUMENTED       CODOT
 AH2840  HISTORY     - 20050322 GOOD             GEOCAC
 AH2840
 AH2840                          STATION DESCRIPTION
 AH2840
 AH2840'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1994 (LJ)
 AH2840'THE STATION IS LOCATED ABOUT 25 MI (40.2 KM) WEST OF GRAND JUNCTION, 5
 AH2840'MI (8.0 KM) EAST OF THE UTAH-COLORADO STATE LINE AND 4 MI (6.4 KM)
 AH2840'NORTH OF THE RAILROAD STATION AT SHALE ON THE COLORADO RIVER, IN THE
 AH2840'SOUTHEAST 1/4 OF SECTION 2, T 10 S, R 104 W, AT INTERSTATE 70 MILEPOST
 AH2840'5.2.  OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION RIGHT-OF-WAY  TO
 AH2840'REACH THE STATION FROM INTERSTATE 70 AND EXIT 2, DINOSAUR QUARRY
 AH2840'TRAIL, GO EAST ON INTERSTATE 70 FOR 3.3 MI (5.3 KM) TO THE STATION ON
 AH2840'THE LEFT IN THE CENTER DIVIDER AREA BETWEEN THE EAST AND WEST BOUND
 AH2840'LANES AND JUST EAST OF A TURN AROUND OF THE INTERSTATE  THE MARK IS A
 AH2840'STANDARD DISK SET INTO THE TOP AN ALUMINUM ROD DRIVEN INTO THE GROUND,
 AH2840'ENCASED IN A 6-INCH PVC PIPE WITH LOGO LID, SURROUNDED WITH A CONCRETE
 AH2840'COLLAR, FLUSH WITH THE GROUND.  IT IS 62.7 M (205.7 FT) EAST-NORTHEAST
 AH2840'FROM THE CENTER OF THE TURN AROUND BETWEEN THE EAST AND WEST BOUND
 AH2840'LANES, 51.2 M (168.0 FT) NORTH-NORTHEAST FROM THE CENTER LINE OF THE
 AH2840'EAST BOUND LANES OF THE INTERSTATE, 24.8 M (81.4 FT) SOUTH-SOUTHWEST
 AH2840'FROM THE CENTER LINE OF THE WEST BOUND LANES OF THE INTERSTATE, 0.6 M
 AH2840'(2.0 FT) WEST-SOUTHWEST FROM A WITNESS POST AND ABOUT 3 M (9.8 FT)
 AH2840'ABOVE THE WEST BOUND LANES OF THE INTERSTATE.
 AH2840
 AH2840                          STATION RECOVERY (2005)
 AH2840
 AH2840'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 AH2840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2841 ***********************************************************************
 AH2841  DESIGNATION -  CP MKN
 AH2841  PID         -  AH2841
 AH2841  STATE/COUNTY-  CO/MESA
 AH2841  USGS QUAD   -  RUBY CANYON (1968)
 AH2841
 AH2841                         *CURRENT SURVEY CONTROL
 AH2841  ___________________________________________________________________
 AH2841* NAD 83(1992)-  39 13 18.32579(N)    108 53 10.09155(W)     ADJUSTED  
 AH2841* NAVD 88     -      1383.8    (meters)    4540.     (feet)  GPS OBS   
 AH2841  ___________________________________________________________________
 AH2841  X           -  -1,601,887.620 (meters)                     COMP
 AH2841  Y           -  -4,682,427.614 (meters)                     COMP
 AH2841  Z           -   4,012,283.477 (meters)                     COMP
 AH2841  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 AH2841  ELLIP HEIGHT-        1366.34  (meters)          (12/03/02) GPS OBS
 AH2841  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 AH2841
 AH2841  HORZ ORDER  -  FIRST
 AH2841  ELLP ORDER  -  FOURTH    CLASS II
 AH2841
 AH2841.The horizontal coordinates were established by GPS observations
 AH2841.and adjusted by the National Geodetic Survey in August 1998..
 AH2841
 AH2841.The orthometric height was determined by GPS observations and a
 AH2841.high-resolution geoid model.
 AH2841
 AH2841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2841
 AH2841.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2841
 AH2841.The ellipsoidal height was determined by GPS observations
 AH2841.and is referenced to NAD 83.
 AH2841
 AH2841.The geoid height was determined by GEOID03.
 AH2841
 AH2841;                    North         East     Units Scale Factor Converg.
 AH2841;SPC CO C     -   464,374.777   622,076.612   MT  0.99993812   -2 08 08.2
 AH2841;SPC CO C     - 1,523,536.25  2,040,929.68   sFT  0.99993812   -2 08 08.2
 AH2841;UTM  12      - 4,343,514.730   682,478.790   MT  1.00001001   +1 20 13.3
 AH2841
 AH2841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2841!SPC CO C     -   0.99978568  x   0.99993812  =   0.99972381
 AH2841!UTM  12      -   0.99978568  x   1.00001001  =   0.99979569
 AH2841
 AH2841                          SUPERSEDED SURVEY CONTROL
 AH2841
 AH2841  ELLIP H (08/21/98) 1366.37   (m)                       GP(       ) 3 2
 AH2841
 AH2841.Superseded values are not recommended for survey control.
 AH2841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2841.See file dsdata.txt to determine how the superseded data were derived.
 AH2841
 AH2841_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ8247943515(NAD 83)
 AH2841_MARKER: DD = SURVEY DISK
 AH2841_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AH2841+WITH SETTING: INFORMATION.
 AH2841_STAMPING: CP MKN 1994
 AH2841_MARK LOGO: CODH  
 AH2841_PROJECTION: FLUSH
 AH2841_MAGNETIC: I = MARKER IS A STEEL ROD
 AH2841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2841+STABILITY: SURFACE MOTION
 AH2841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2841+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005
 AH2841_ROD/PIPE-DEPTH: 2    meters
 AH2841
 AH2841  HISTORY     - Date     Condition        Report By
 AH2841  HISTORY     - 1994     MONUMENTED       CODOT
 AH2841  HISTORY     - 20050322 GOOD             GEOCAC
 AH2841
 AH2841                          STATION DESCRIPTION
 AH2841
 AH2841'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1994 (LJ)
 AH2841'THE STATION IS LOCATED ABOUT 20 MI (32.2 KM) WEST OF GRAND JUNCTION, 5
 AH2841'MI (8.0 KM) EAST OF THE UTAH-COLORADO STATE LINE AND 1 MI (1.6 KM)
 AH2841'WEST OF THE TOWN OF MACK, IN THE NORTHEAST 1/4 OF SECTION 4, T 10 S, R
 AH2841'103 W, AT INTERSTATE 70 MILEPOST 9.9.  OWNERSHIP--COLORADO DEPT. OF
 AH2841'TRANSPORTATION RIGHT-OF-WAY  TO REACH THE STATION FROM INTERSTATE 70
 AH2841'AND EXIT 11, THE MACK EXIT, GO WEST ON INTERSTATE 70 FOR 1.05 MI (1.69
 AH2841'KM) TO THE STATION ON THE RIGHT  THE MARK IS A STANDARD DISK SET ON
 AH2841'THE TOP OF AN ALUMINUM ROD DRIVEN INTO THE GROUND, ENCASED IN A 6-INCH
 AH2841'PVC PIPE WITH LOGO LID, SURROUNDED WITH A CONCRETE COLLAR, FLUSH WITH
 AH2841'THE GROUND.  IT IS 25.9 M (85.0 FT) NORTH FROM THE CENTER LINE OF
 AH2841'INTERSTATE 70 WEST BOUND LANES, 15.9 M (52.2 FT) SOUTH FROM THE
 AH2841'NORTHERN RIGHT-OF-WAY FENCE, 0.6 M (2.0 FT) SOUTH FROM A WITNESS POST
 AH2841'AND ABOUT 4 M (13.1 FT) ABOVE THE WEST BOUND LANES ON THE TOP OF A
 AH2841'SMALL HILL.
 AH2841
 AH2841                          STATION RECOVERY (2005)
 AH2841
 AH2841'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 AH2841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1142 ***********************************************************************
 JK1142  DESIGNATION -  CPAR
 JK1142  PID         -  JK1142
 JK1142  STATE/COUNTY-  CO/PUEBLO
 JK1142  USGS QUAD   -  STONE CITY (1994)
 JK1142
 JK1142                         *CURRENT SURVEY CONTROL
 JK1142  ___________________________________________________________________
 JK1142* NAD 83(1992)-  38 29 53.86609(N)    104 51 10.96749(W)     ADJUSTED  
 JK1142* NAVD 88     -      1873.7    (meters)    6147.     (feet)  VERTCON   
 JK1142  ___________________________________________________________________
 JK1142  LAPLACE CORR-          -9.96  (seconds)                    DEFLEC99
 JK1142  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 JK1142
 JK1142  HORZ ORDER  -  THIRD
 JK1142
 JK1142.The horizontal coordinates were established by classical geodetic methods
 JK1142.and adjusted by the National Geodetic Survey in January 1993..
 JK1142
 JK1142.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1142
 JK1142.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1142
 JK1142.The geoid height was determined by GEOID03.
 JK1142
 JK1142;                    North         East     Units Scale Factor Converg.
 JK1142;SPC CO S     -   508,285.511   970,838.954   MT  1.00001250   +0 23 48.6
 JK1142;SPC CO S     - 1,667,600.05  3,185,160.80   sFT  1.00001250   +0 23 48.6
 JK1142;SPC CO C     -   378,817.606   970,837.706   MT  0.99999086   +0 24 28.9
 JK1142;SPC CO C     - 1,242,837.43  3,185,156.71   sFT  0.99999086   +0 24 28.9
 JK1142;UTM  13      - 4,261,114.593   512,814.336   MT  0.99960202   +0 05 29.3
 JK1142
 JK1142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1142!SPC CO S     -   0.99970888  x   1.00001250  =   0.99972137
 JK1142!SPC CO C     -   0.99970888  x   0.99999086  =   0.99969974
 JK1142!UTM  13      -   0.99970888  x   0.99960202  =   0.99931101
 JK1142
 JK1142:                Primary Azimuth Mark                     Grid Az
 JK1142:SPC CO S     -  COUNTY LINE                              064 45 37.6
 JK1142:SPC CO C     -  COUNTY LINE                              064 44 57.3
 JK1142:UTM  13      -  COUNTY LINE                              065 03 56.9
 JK1142
 JK1142|---------------------------------------------------------------------|
 JK1142| PID    Reference Object                     Distance      Geod. Az  |
 JK1142|                                                           dddmmss.s |
 JK1142| JK0316 COUNTY LINE                         APPROX. 5.9 KM 0650926.2 |
 JK1142|---------------------------------------------------------------------|
 JK1142
 JK1142                          SUPERSEDED SURVEY CONTROL
 JK1142
 JK1142  NAD 83(1986)-  38 29 53.84661(N)    104 51 10.97052(W) AD(       ) 3
 JK1142  NAD 27      -  38 29 53.84897(N)    104 51 09.04256(W) AD(       ) 3
 JK1142  NGVD 29 (07/19/86) 1872.7    (m)         6144.     (f) VERT ANG       
 JK1142
 JK1142.Superseded values are not recommended for survey control.
 JK1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1142.See file dsdata.txt to determine how the superseded data were derived.
 JK1142
 JK1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC1281461115(NAD 83)
 JK1142_MARKER: DD = SURVEY DISK
 JK1142_SETTING: 66 = SET IN ROCK OUTCROP
 JK1142_SP_SET: SET IN ROCK OUTCROP
 JK1142_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK1142+STABILITY: POSITION/ELEVATION WELL
 JK1142
 JK1142  HISTORY     - Date     Condition        Report By
 JK1142  HISTORY     - 1947     MONUMENTED       USGS
 JK1142
 JK1142                          STATION DESCRIPTION
 JK1142
 JK1142'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JK1142'LOCATED NEAR 1/4 COR. SECS. 11 AND 12, T 18 S, R 67 W.
 JK1142'
 JK1142'THE STATION IS BEST REACHED FROM JUNCTION OF U.S. HIGHWAYS 85 AND 87
 JK1142'AND STATE HIGHWAY 115.  GO S. 13.9 MI. ON HIGHWAY 115 TO LYTLE ROAD
 JK1142'DOWN TURKEY CREEK, FOLLOW TURKEY CREEK 10.3 MI. TO RD. FORK.  TAKE
 JK1142'RIGHT FORK E. ACROSS CREEK, FOLLOW RANCH RD. 2.7 MI. E. TO BEND IN RD.
 JK1142'AT EDGE OF BREAK AND STATION SITE, 10 FT. N. OF TREE AT BEND IN RD.
 JK1142'
 JK1142'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---D 1947 CPAR---,
 JK1142'CEMENTED IN ROCK IN PLACE.
 JK1142'
 JK1142'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1232 ***********************************************************************
 JK1232  DESIGNATION -  CPGP 1
 JK1232  PID         -  JK1232
 JK1232  STATE/COUNTY-  CO/EL PASO
 JK1232  USGS QUAD   -  CASCADE (1994)
 JK1232
 JK1232                         *CURRENT SURVEY CONTROL
 JK1232  ___________________________________________________________________
 JK1232* NAD 83(1992)-  38 52 35.91682(N)    104 53 54.46844(W)     ADJUSTED  
 JK1232* NAVD 88     -      2120.4    (meters)    6957.     (feet)  VERTCON   
 JK1232  ___________________________________________________________________
 JK1232  LAPLACE CORR-         -20.69  (seconds)                    DEFLEC99
 JK1232  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 JK1232
 JK1232  HORZ ORDER  -  THIRD
 JK1232
 JK1232.The horizontal coordinates were established by classical geodetic methods
 JK1232.and adjusted by the National Geodetic Survey in January 1993..
 JK1232
 JK1232.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1232
 JK1232.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1232
 JK1232.The geoid height was determined by GEOID03.
 JK1232
 JK1232;                    North         East     Units Scale Factor Converg.
 JK1232;SPC CO C     -   420,788.101   966,597.807   MT  0.99994354   +0 22 45.8
 JK1232;SPC CO C     - 1,380,535.63  3,171,246.31   sFT  0.99994354   +0 22 45.8
 JK1232;UTM  13      - 4,303,092.630   508,807.475   MT  0.99960096   +0 03 49.4
 JK1232
 JK1232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1232!SPC CO C     -   0.99966995  x   0.99994354  =   0.99961350
 JK1232!UTM  13      -   0.99966995  x   0.99960096  =   0.99927104
 JK1232
 JK1232:                Primary Azimuth Mark                     Grid Az
 JK1232:SPC CO C     -  GLEN EYRIE                               341 13 29.2
 JK1232:UTM  13      -  GLEN EYRIE                               341 32 25.6
 JK1232
 JK1232|---------------------------------------------------------------------|
 JK1232| PID    Reference Object                     Distance      Geod. Az  |
 JK1232|                                                           dddmmss.s |
 JK1232| JK1230 GLEN EYRIE                          APPROX. 2.7 KM 3413615.0 |
 JK1232|---------------------------------------------------------------------|
 JK1232
 JK1232                          SUPERSEDED SURVEY CONTROL
 JK1232
 JK1232  NAD 83(1986)-  38 52 35.90742(N)    104 53 54.46422(W) AD(       ) 3
 JK1232  NAD 27      -  38 52 35.93197(N)    104 53 52.53179(W) AD(       ) 3
 JK1232  NGVD 29 (07/19/86) 2119.3    (m)         6953.     (f) VERT ANG       
 JK1232
 JK1232.Superseded values are not recommended for survey control.
 JK1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1232.See file dsdata.txt to determine how the superseded data were derived.
 JK1232
 JK1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED0880703093(NAD 83)
 JK1232
 JK1232  HISTORY     - Date     Condition        Report By
 JK1232  HISTORY     - 1947     MONUMENTED       USGS
 JK1232  HISTORY     - 1960     GOOD             USE
 JK1232
 JK1232                          STATION DESCRIPTION
 JK1232
 JK1232'DESCRIBED BY US ENGINEERS 1960
 JK1232'POINT IS LOCATED IN SEC. 33, T 13 S, R 67 W, APPROXIMATELY 5 MI. NW.
 JK1232'OF COLORADO SPRINGS POST OFFICE ON WHAT IS KNOWN AS THE RAMPART
 JK1232'RANGE.
 JK1232'
 JK1232'TO REACH BY AUTO, TRAVEL W. ALONG U.S. HIGHWAY 24 4.6 MI. FROM POST
 JK1232'OFFICE TO INTERSECTION WITH RAMPART RANGE ROAD, THENCE RIGHT (N.)
 JK1232'FOLLOWING RAMPART RANGE ROAD THROUGH BALANCED ROCK AREA 2.7 MI. TO
 JK1232'POINT OF WIDE CURVE ON RIDGE.  STATION IS 532 FT. S. ALONG RIDGE ON
 JK1232'WHITE ROCK OUTCROP.
 JK1232'
 JK1232'STATION MARK--STANDARD TABLET SET IN A ROCK LEDGE AND STAMPED
 JK1232'---CPGP-1 1947---.
 JK1232'
 JK1232'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0512 ***********************************************************************
 LM0512  DESIGNATION -  CRAIG
 LM0512  PID         -  LM0512
 LM0512  STATE/COUNTY-  CO/MOFFAT
 LM0512  USGS QUAD   -  CRAIG (1969)
 LM0512
 LM0512                         *CURRENT SURVEY CONTROL
 LM0512  ___________________________________________________________________
 LM0512* NAD 83(1986)-  40 30 38.     (N)    107 32 50.     (W)     SCALED    
 LM0512* NAVD 88     -      1886.346  (meters)    6188.79   (feet)  ADJUSTED  
 LM0512  ___________________________________________________________________
 LM0512  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 LM0512  DYNAMIC HT  -        1884.532 (meters)    6182.84  (feet)  COMP
 LM0512  MODELED GRAV-     979,597.0   (mgal)                       NAVD 88
 LM0512
 LM0512  VERT ORDER  -  FIRST     CLASS II
 LM0512
 LM0512.The horizontal coordinates were scaled from a topographic map and have
 LM0512.an estimated accuracy of +/- 6 seconds.
 LM0512
 LM0512.The orthometric height was determined by differential leveling
 LM0512.and adjusted by the National Geodetic Survey in June 1991..
 LM0512
 LM0512.The geoid height was determined by GEOID03.
 LM0512
 LM0512.The dynamic height is computed by dividing the NAVD 88
 LM0512.geopotential number by the normal gravity value computed on the
 LM0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0512.degrees latitude (g = 980.6199 gals.).
 LM0512
 LM0512.The modeled gravity was interpolated from observed gravity values.
 LM0512
 LM0512;                    North         East    Units  Estimated Accuracy
 LM0512;SPC CO N     -   437,510.      740,910.      MT  (+/- 180 meters Scaled)
 LM0512
 LM0512                          SUPERSEDED SURVEY CONTROL
 LM0512
 LM0512  NGVD 29 (??/??/92) 1885.109  (m)         6184.73   (f) ADJ UNCH    1 2
 LM0512
 LM0512.Superseded values are not recommended for survey control.
 LM0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0512.See file dsdata.txt to determine how the superseded data were derived.
 LM0512
 LM0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE841875(NAD 83)
 LM0512_MARKER: DB = BENCH MARK DISK
 LM0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0512_STAMPING: CRAIG 1933
 LM0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0512+STABILITY: SURFACE MOTION
 LM0512
 LM0512  HISTORY     - Date     Condition        Report By
 LM0512  HISTORY     - 1933     MONUMENTED       CGS
 LM0512
 LM0512                          STATION DESCRIPTION
 LM0512
 LM0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LM0512'IN CRAIG.
 LM0512'AT CRAIG, IN THE STATION YARDS OF THE DENVER AND SALT LAKE RAILWAY,
 LM0512'13.1 FEET EAST OF THE SOUTHEAST CORNER OF THE STATION, AND 11.8 FEET
 LM0512'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, AND SET IN THE TOP OF A
 LM0512'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1359 ***********************************************************************
 LL1359  DESIGNATION -  CRAIG
 LL1359  PID         -  LL1359
 LL1359  STATE/COUNTY-  CO/GRAND
 LL1359  USGS QUAD   -  ISOLATION PEAK (1973)
 LL1359
 LL1359                         *CURRENT SURVEY CONTROL
 LL1359  ___________________________________________________________________
 LL1359* NAD 83(1992)-  40 13 08.71241(N)    105 43 42.18472(W)     ADJUSTED  
 LL1359* NAVD 88     -      3661.3    (meters)   12012.     (feet)  VERTCON   
 LL1359  ___________________________________________________________________
 LL1359  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 LL1359  GEOID HEIGHT-         -11.94  (meters)                     GEOID03
 LL1359
 LL1359  HORZ ORDER  -  THIRD
 LL1359
 LL1359.The horizontal coordinates were established by classical geodetic methods
 LL1359.and adjusted by the National Geodetic Survey in January 1993..
 LL1359
 LL1359.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1359
 LL1359.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1359
 LL1359.The geoid height was determined by GEOID03.
 LL1359
 LL1359;                    North         East     Units Scale Factor Converg.
 LL1359;SPC CO N     -   403,171.225   894,962.512   MT  0.99995700   -0 08 51.2
 LL1359;SPC CO N     - 1,322,737.59  2,936,222.84   sFT  0.99995700   -0 08 51.2
 LL1359;UTM  13      - 4,452,328.549   438,024.185   MT  0.99964728   -0 28 13.2
 LL1359
 LL1359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1359!SPC CO N     -   0.99942784  x   0.99995700  =   0.99938486
 LL1359!UTM  13      -   0.99942784  x   0.99964728  =   0.99907532
 LL1359
 LL1359:                Primary Azimuth Mark                     Grid Az
 LL1359:SPC CO N     -  HALLETT TP                               021 17 55.7
 LL1359:UTM  13      -  HALLETT TP                               021 37 17.7
 LL1359
 LL1359|---------------------------------------------------------------------|
 LL1359| PID    Reference Object                     Distance      Geod. Az  |
 LL1359|                                                           dddmmss.s |
 LL1359| LL1349 HALLETT TP                          APPROX.10.0 KM 0210904.5 |
 LL1359| LL1357 NORTH ARAPAHOE PEAK CAIRN           APPROX.22.4 KM 1624138.9 |
 LL1359|---------------------------------------------------------------------|
 LL1359
 LL1359                          SUPERSEDED SURVEY CONTROL
 LL1359
 LL1359  NAD 83(1986)-  40 13 08.70733(N)    105 43 42.17749(W) AD(       ) 3
 LL1359  NAD 27      -  40 13 08.76044(N)    105 43 40.15168(W) AD(       ) 3
 LL1359  NGVD 29 (07/19/86) 3659.7    (m)        12007.     (f) VERT ANG       
 LL1359
 LL1359.Superseded values are not recommended for survey control.
 LL1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1359.See file dsdata.txt to determine how the superseded data were derived.
 LL1359
 LL1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE3802452329(NAD 83)
 LL1359
 LL1359  HISTORY     - Date     Condition        Report By
 LL1359  HISTORY     - 1935     MONUMENTED       BOR
 LL1359  HISTORY     - 1955     GOOD             USGS
 LL1359
 LL1359                          STATION DESCRIPTION
 LL1359
 LL1359'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LL1359'HORIZONTAL POSITION RE-ESTABLISHED IN 1955.
 LL1359'
 LL1359'STATION FOUND AS DESCRIBED BY THE USBR AS FOLLOWS
 LL1359'
 LL1359'CRAIG MOUNTAIN, KNOWN LOCALLY AS BALDY, IS ABOUT 5 MI. (AIRLINE) E. OF
 LL1359'GRAND LAKE.  IT IS EASILY IDENTIFIED BY THE ROUGH BARE SUMMIT, AND IS
 LL1359'THE HIGHER OF TWO ADJOINING PEAKS.
 LL1359'
 LL1359'TO REACH THE STATION, TAKE TRAIL FROM GRAND LAKE FOR ABOUT 7 MI. TO
 LL1359'THE W. END OF LAKE VERNA, WHERE CAMP CAN BE ESTABLISHED.  BACK TRACK
 LL1359'ABOUT 1/2 MI. AND CROSS CREEK ON ROCK SLIDE, THENCE UP THE SLIDE ABOUT
 LL1359'500 YDS. AND PASS UNDER A LARGE PROJECTING ROCK.  TURN RIGHT AND
 LL1359'FOLLOW CREVICE TO MORE GENTLE SLOPE AND CONTINUE TO SUMMIT, KEEPING
 LL1359'TO RIGHT OF HIGH POINTS.
 LL1359'
 LL1359'STATION MARK--BRONZE TABLET SET IN SOLID ROCK, STAMPED ---BUREAU OF
 LL1359'RECLAMATION 1935---.
 LL1359'
 LL1359'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0678 ***********************************************************************
 LM0678  DESIGNATION -  CRAIG
 LM0678  PID         -  LM0678
 LM0678  STATE/COUNTY-  CO/MOFFAT
 LM0678  USGS QUAD   -  CRAIG (1969)
 LM0678
 LM0678                         *CURRENT SURVEY CONTROL
 LM0678  ___________________________________________________________________
 LM0678* NAD 83(1992)-  40 31 41.98068(N)    107 30 16.15965(W)     ADJUSTED  
 LM0678* NAVD 88     -      1886.35   (+/-2cm)    6188.8    (feet)  VERTCON   
 LM0678  ___________________________________________________________________
 LM0678  LAPLACE CORR-           5.81  (seconds)                    DEFLEC99
 LM0678  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 LM0678
 LM0678  HORZ ORDER  -  THIRD
 LM0678  VERT ORDER  -  THIRD ? (See Below)
 LM0678
 LM0678.The horizontal coordinates were established by classical geodetic methods
 LM0678.and adjusted by the National Geodetic Survey in January 1993..
 LM0678
 LM0678.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0678.The vertical order pertains to the NGVD 29 superseded value.
 LM0678
 LM0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0678
 LM0678.The geoid height was determined by GEOID03.
 LM0678
 LM0678;                    North         East     Units Scale Factor Converg.
 LM0678;SPC CO N     -   439,403.055   744,577.095   MT  0.99996855   -1 17 42.6
 LM0678;SPC CO N     - 1,441,608.19  2,442,833.35   sFT  0.99996855   -1 17 42.6
 LM0678;UTM  13      - 4,489,413.029   287,863.660   MT  1.00015397   -1 37 41.1
 LM0678
 LM0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0678!SPC CO N     -   0.99970646  x   0.99996855  =   0.99967502
 LM0678!UTM  13      -   0.99970646  x   1.00015397  =   0.99986039
 LM0678
 LM0678:                Primary Azimuth Mark                     Grid Az
 LM0678:SPC CO N     -  CRAIG AZ MK                              163 21 48.6
 LM0678:UTM  13      -  CRAIG AZ MK                              163 41 47.1
 LM0678
 LM0678|---------------------------------------------------------------------|
 LM0678| PID    Reference Object                     Distance      Geod. Az  |
 LM0678|                                                           dddmmss.s |
 LM0678| CP4766 CRAIG AZ MK                                        1620406.0 |
 LM0678| LM0671 CRAIG RAILROAD WATER TANK           APPROX. 4.1 KM 2405142.1 |
 LM0678| CP4767 CRAIG RM 1                           11.490 METERS 26058     |
 LM0678| LM0672 T7N R90W SECS 28 29 32 33            79.745 METERS 29352     |
 LM0678| LM0670 CEDAR                               APPROX.10.3 KM 3011727.8 |
 LM0678| CP4768 CRAIG RM 2                           15.242 METERS 33500     |
 LM0678|---------------------------------------------------------------------|
 LM0678
 LM0678                          SUPERSEDED SURVEY CONTROL
 LM0678
 LM0678  NAD 83(1986)-  40 31 41.97725(N)    107 30 16.14640(W) AD(       ) 3
 LM0678  NAD 27      -  40 31 42.08100(N)    107 30 13.91700(W) AD(       ) 3
 LM0678  NGVD 29 (07/19/86) 1885.11   (m)         6184.7    (f) LEVELING    3  
 LM0678
 LM0678.Superseded values are not recommended for survey control.
 LM0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0678.See file dsdata.txt to determine how the superseded data were derived.
 LM0678
 LM0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE8786489413(NAD 83)
 LM0678_MARKER: DS = TRIANGULATION STATION DISK
 LM0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0678
 LM0678  HISTORY     - Date     Condition        Report By
 LM0678  HISTORY     - 1937     MONUMENTED       CGS
 LM0678  HISTORY     - 1953     GOOD             FAS
 LM0678
 LM0678                          STATION DESCRIPTION
 LM0678
 LM0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LM0678'THE STATION IS ABOUT 2-1/4 MILES ENE OF CRAIG, ON THE HIGHEST
 LM0678'POINT OF A LOW, SAGE-COVERED RIDGE LYING ABOUT 1 MILE N OF U.S.
 LM0678'HIGHWAY 40, ABOUT 3/8 MILE E OF A DEEP DRAW CUTTING THROUGH
 LM0678'THE RIDGE, IN THE NW CORNER OF SECTION 33, T 7 N, R 80 W, 261.6
 LM0678'FEET ESE OF THE COMMON CORNER OF SECTIONS 29-28/32-33, ON THE
 LM0678'CENTER LINE OF THE RIDGE, WHICH RUNS E AND W.
 LM0678'
 LM0678'THE SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE
 LM0678'STANDARD BRONZE DISKS SET IN CONCRETE.
 LM0678'
 LM0678'REFERENCE MARK NO. 1 IS W BY S OF THE STATION.
 LM0678'
 LM0678'REFERENCE MARK NO. 2 IS NW BY N OF THE STATION.
 LM0678'
 LM0678'THE AZIMUTH MARK IS 0.5 MILE SSE OF THE STATION, ON TRACK
 LM0678'ROAD LEADING TO CREST OF RIDGE, ABOUT 0.15 MILE S OF GATE IN
 LM0678'E-W FENCE LINE, 15-1/2 FEET W OF THE CENTER OF THE TRACK ROAD.
 LM0678'THE GENERAL LAND OFFICE SECTION CORNER IS WNW OF THE STATION,
 LM0678'ALONG THE RIDGE, AT THE JUNCTION OF A N-S FENCE AND A FENCE
 LM0678'EXTENDING TO THE W ALONG THE RIDGE, ABOUT 1 FOOT E OF THE N-S
 LM0678'FENCE, A STANDARD GENERAL LAND OFFICE CAP, STAMPED T7N R80W
 LM0678'S29-S28/S32-S33 1908, SCREWED TO THE TOP OF A 1 1/2-INCH PIPE,
 LM0678'PROJECTING ABOUT 1 FOOT ABOVE THE GROUND.  THERE IS A CRUDE
 LM0678'POLE NAILED TO THE FENCE POST ABOVE THE MARK.  A CONNECTION
 LM0678'BY MEASURED DISTANCE AND DIRECTION WAS MADE TO THE SECTION
 LM0678'CORNER.
 LM0678'
 LM0678'TO REACH THE STATION FROM THE MAIN INTERSECTION OF CRAIG,
 LM0678'GO E ON U.S. HIGHWAY 40 FOR 2.55 MILES AND BEAR LEFT ON OLD
 LM0678'HIGHWAY GRADE.  IMMEDIATELY TURN LEFT AND GO N ON TRACK ROAD,
 LM0678'THENCE 0.7 MILE AND KEEP RIGHT FORK AFTER PASSING THROUGH
 LM0678'OLD FENCE LINE, THENCE N FOR 0.15 MILE TO S EDGE OF RIDGE
 LM0678'CREST.  TURN LEFT AND GO W ON OLD, DIM ROAD FOR 0.2 MILE TO
 LM0678'THE STATION ON THE HIGHEST POINT.
 LM0678'
 LM0678'NOTE--THIS IS THE STAMPING ON G.L.O. CORNER, THERE IS SOME
 LM0678'DOUBT AS TO THE RANGE BEING 80 OR 30.  BY CAREFUL STUDY IT
 LM0678'APPEARS TO BE 80.  HOWEVER G.S. SHEETS SHOW THE RANGE SHOULD
 LM0678'BE 90.
 LM0678'
 LM0678'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METERS.
 LM0678
 LM0678                          STATION RECOVERY (1953)
 LM0678
 LM0678'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1953
 LM0678'STATION AND REFERENCE MARK 1 RECOVERED IN GOOD CONDITION.
 LM0678'REFERENCE MARK 2 DISTURBED AND TILTED IN POSITION.  PUBLISHED
 LM0678'DESCRIPTION IS ADEQUATE FOR RECOVERY, EXCEPT THAT MOST OF THE
 LM0678'SAGE BRUSH HAS BEEN REMOVED FROM THE TOP OF HILL.  A FEW SMALL
 LM0678'PATCHES REMAINING IN THE IMMEDIATE VICINITY OF THE STATION
 LM0678'ITSELF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8635 ***********************************************************************
 AC8635  DESIGNATION -  CRAIG
 AC8635  PID         -  AC8635
 AC8635  STATE/COUNTY-  CO/PITKIN
 AC8635  USGS QUAD   -  THIMBLE ROCK (1987)
 AC8635
 AC8635                         *CURRENT SURVEY CONTROL
 AC8635  ___________________________________________________________________
 AC8635* NAD 83(1992)-  39 07 33.51516(N)    106 38 59.49453(W)     ADJUSTED  
 AC8635* NAVD 88     -      3132.3    (meters)   10277.     (feet)  GPS OBS   
 AC8635  ___________________________________________________________________
 AC8635  X           -  -1,420,271.617 (meters)                     COMP
 AC8635  Y           -  -4,749,107.468 (meters)                     COMP
 AC8635  Z           -   4,005,144.447 (meters)                     COMP
 AC8635  LAPLACE CORR-           4.75  (seconds)                    DEFLEC99
 AC8635  ELLIP HEIGHT-        3119.27  (meters)          (12/03/02) GPS OBS
 AC8635  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 AC8635
 AC8635  HORZ ORDER  -  FIRST
 AC8635  ELLP ORDER  -  FOURTH    CLASS II
 AC8635
 AC8635.The horizontal coordinates were established by GPS observations
 AC8635.and adjusted by the National Geodetic Survey in May 1997..
 AC8635
 AC8635.The orthometric height was determined by GPS observations and a
 AC8635.high-resolution geoid model.
 AC8635
 AC8635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8635
 AC8635.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8635
 AC8635.The ellipsoidal height was determined by GPS observations
 AC8635.and is referenced to NAD 83.
 AC8635
 AC8635.The geoid height was determined by GEOID03.
 AC8635
 AC8635;                    North         East     Units Scale Factor Converg.
 AC8635;SPC CO C     -   448,922.610   814,979.518   MT  0.99993600   -0 43 30.7
 AC8635;SPC CO C     - 1,472,840.26  2,673,811.97   sFT  0.99993600   -0 43 30.7
 AC8635;UTM  13      - 4,332,052.380   357,385.388   MT  0.99985044   -1 02 28.6
 AC8635
 AC8635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8635!SPC CO C     -   0.99951084  x   0.99993600  =   0.99944688
 AC8635!UTM  13      -   0.99951084  x   0.99985044  =   0.99936136
 AC8635
 AC8635                          SUPERSEDED SURVEY CONTROL
 AC8635
 AC8635  ELLIP H (05/14/97) 3119.28   (m)                       GP(       ) 3 2
 AC8635
 AC8635.Superseded values are not recommended for survey control.
 AC8635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8635.See file dsdata.txt to determine how the superseded data were derived.
 AC8635
 AC8635_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD5738532052(NAD 83)
 AC8635_MARKER: DH = HORIZONTAL CONTROL DISK
 AC8635_SETTING: 66 = SET IN ROCK OUTCROP
 AC8635_STAMPING: CRAIG 1995
 AC8635_MARK LOGO: NGS   
 AC8635_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8635_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC8635+STABILITY: POSITION/ELEVATION WELL
 AC8635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8635+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC8635
 AC8635  HISTORY     - Date     Condition        Report By
 AC8635  HISTORY     - 1995     MONUMENTED       NGS
 AC8635
 AC8635                          STATION DESCRIPTION
 AC8635
 AC8635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 AC8635'THE STATION IS LOCATED ABOUT 10 MI (16.1 KM) SOUTHEAST OF ASPEN, 4.8
 AC8635'MI (7.7 KM) WEST-NORTHWEST OF INDEPENDENCE PASS AND 1.4 MI (2.3 KM)
 AC8635'WEST OF THE LOST MAN RANGERS STATION CABIN, IN THE NORTHWEST 1/4 OF
 AC8635'SECTION 3, T 11 S, R 83 W, AT STATE HIGHWAY MILEPOST 53.7.
 AC8635'OWNERSHIP--U.  S.  FOREST SERVICE. TO REACH THE STATION FROM THE
 AC8635'COURTHOUSE IN ASPEN AND STATE HIGHWAY 82, GO SOUTHEASTERLY ON STATE
 AC8635'HIGHWAY 82 FOR 12.3 MI (19.8 KM) TO THE STATION ON THE RIGHT IN A ROCK
 AC8635'OUTCROP AND TURN OUT NEXT TO THE ROARING FORK RIVER.  IT IS 1.4 MI
 AC8635'(2.3 KM) WEST OF THE OLD LOST MAN RANGERS CABIN. THE STATION IS A
 AC8635'STANDARD DISK SET IN A DRILL HOLE IN A GNEISS OUTCROP MEASURING 10 M
 AC8635'(32.8 FT) BY 4 M (13.1 FT) AND 6.5 M (21.3 FT) ABOVE THE RIVER.  IT IS
 AC8635'14.2 M (46.6 FT) SOUTH OF THE CENTER LINE OF STATE HIGHWAY 82, 2.4 M
 AC8635'(7.9 FT) NORTH OF THE EDGE OF THE OUTCROP CUT BY THE RIVER, 2.0 M (6.6
 AC8635'FT) EAST OF A WITNESS POST, 0.8 M (2.6 FT) SOUTH OF THE NORTHERN EDGE
 AC8635'OF THE OUTCROP AND ABOUT 30 CM ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0679 ***********************************************************************
 LM0679  DESIGNATION -  CRAIGPORT
 LM0679  PID         -  LM0679
 LM0679  STATE/COUNTY-  CO/MOFFAT
 LM0679  USGS QUAD   -  CASTOR GULCH (1966)
 LM0679
 LM0679                         *CURRENT SURVEY CONTROL
 LM0679  ___________________________________________________________________
 LM0679* NAD 83(1992)-  40 29 41.35105(N)    107 31 24.67330(W)     ADJUSTED  
 LM0679* NAVD 88     -      1885.7    (meters)    6187.     (feet)  VERTCON   
 LM0679  ___________________________________________________________________
 LM0679  X           -  -1,462,920.931 (meters)                     COMP
 LM0679  Y           -  -4,633,159.671 (meters)                     COMP
 LM0679  Z           -   4,121,137.998 (meters)                     COMP
 LM0679  LAPLACE CORR-           5.92  (seconds)                    DEFLEC99
 LM0679  ELLIP HEIGHT-        1871.85  (meters)          (12/03/02) GPS OBS
 LM0679  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 LM0679
 LM0679  HORZ ORDER  -  THIRD
 LM0679  ELLP ORDER  -  FOURTH    CLASS II
 LM0679
 LM0679.This mark is at Craig-Moffat Airport (CAG)
 LM0679
 LM0679.The horizontal coordinates were established by GPS observations
 LM0679.and adjusted by the National Geodetic Survey in December 2002..
 LM0679
 LM0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0679
 LM0679.Photographs are available for this station.
 LM0679
 LM0679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LM0679
 LM0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0679
 LM0679.The ellipsoidal height was determined by GPS observations
 LM0679.and is referenced to NAD 83.
 LM0679
 LM0679.The geoid height was determined by GEOID03.
 LM0679
 LM0679;                    North         East     Units Scale Factor Converg.
 LM0679;SPC CO N     -   435,719.863   742,880.077   MT  0.99996590   -1 18 26.9
 LM0679;SPC CO N     - 1,429,524.25  2,437,265.72   sFT  0.99996590   -1 18 26.9
 LM0679;UTM  13      - 4,485,739.042   286,144.975   MT  1.00016298   -1 38 21.6
 LM0679
 LM0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0679!SPC CO N     -   0.99970645  x   0.99996590  =   0.99967236
 LM0679!UTM  13      -   0.99970645  x   1.00016298  =   0.99986938
 LM0679
 LM0679                          SUPERSEDED SURVEY CONTROL
 LM0679
 LM0679  NAD 83(1992)-  40 29 41.35095(N)    107 31 24.67183(W) AD(       ) 3
 LM0679  ELLIP H (01/07/93) 1871.83   (m)                       GP(       ) 4 2
 LM0679  NAD 83(1986)-  40 29 41.34824(N)    107 31 24.66052(W) AD(       ) 3
 LM0679  NAD 27      -  40 29 41.44800(N)    107 31 22.42784(W) AD(       ) 3
 LM0679  NGVD 29 (04/21/89) 1884.5    (m)         6183.     (f) GPS OBS        
 LM0679
 LM0679.Superseded values are not recommended for survey control.
 LM0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0679.See file dsdata.txt to determine how the superseded data were derived.
 LM0679
 LM0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE8614585739(NAD 83)
 LM0679_MARKER: I = METAL ROD
 LM0679_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LM0679_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LM0679_STAMPING: CRAIGPORT 1988
 LM0679_MARK LOGO: NGS   
 LM0679_PROJECTION: FLUSH
 LM0679_MAGNETIC: I = MARKER IS A STEEL ROD
 LM0679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LM0679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LM0679+SATELLITE: SATELLITE OBSERVATIONS - 1988
 LM0679_ROD/PIPE-DEPTH: 5.48 meters
 LM0679_SLEEVE-DEPTH  : 0.9 meters
 LM0679
 LM0679  HISTORY     - Date     Condition        Report By
 LM0679  HISTORY     - 1988     MONUMENTED       NGS
 LM0679  HISTORY     - 19880615 GOOD             NGS
 LM0679
 LM0679                          STATION DESCRIPTION
 LM0679
 LM0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LM0679'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) SOUTHEAST OF CRAIG,
 LM0679'BETWEEN THE YAMPA RIVER AND STATE HIGHWAY 394, AT THE CRAIG-MOFFAT
 LM0679'AIRPORT, AT THE JUNCTION OF THE RUNWAY AND THE WEST RAMP.
 LM0679'OWNERSHIP--CITY OF CRAIG AND MOFFAT COUNTY, C/O AIRPORT COMMISSION,
 LM0679'MOFFAT COUNTY COURTHOUSE, CRAIG, COLORADO 81625.  TELEPHONE
 LM0679'303-824-5517, HANCO INTERNATIONAL, ALSO AT THE TERMINAL TELEPHONE
 LM0679'303-824-5001.
 LM0679'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 WEST, STATE HIGHWAY 13
 LM0679'WEST, AND STATE HIGHWAY 394 SOUTH IN CRAIG, ALL ONE WAY STREETS, GO
 LM0679'SOUTH ON HIGHWAY 394 FOR 1.6 KM (1.00 MI) TO THE BRIDGE OVER THE
 LM0679'YAMPA RIVER.  CONTINUE AHEAD, SOUTH, ON HIGHWAY 394 FOR 0.56 KM
 LM0679'(0.35 MI) TO A ROAD LEFT.  TURN LEFT, EAST, ON HIGHWAY 394 FOR 2.66 KM
 LM0679'(1.65 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, NORTH,
 LM0679'ACROSS THE PARKING LOT FOR 0.08 KM (0.05 MI) TO A GATE ON THE LEFT
 LM0679'SIDE OF AN AIRPORT BUILDING.  NOTE, GATE LOCKED AFTER 5 P.M.  PASS
 LM0679'THROUGH THE GATE, NORTH,CROSSING THE TARMAC AND RAMP FOR 0.24 KM
 LM0679'(0.15 MI) TO THE RUNWAY AND THE STATION OF THE LEFT BETWEEN TWO BLUE
 LM0679'RUNWAY LIGHTS.
 LM0679'THE STATION IS A PUNCH HOLE ON THE TOP OF A STAINLESS STEEL ROD THAT
 LM0679'IS ---UNSTAMPED---, DRIVEN TO THE DEPTH OF 5.48 M (18.0 FT), INSIDE A
 LM0679'GREASE FILLED SLEEVE EXTENDED TO THE DEPTH OF 0.9 M (3.0 FT), ENCASED
 LM0679'IN A 5-INCH PVC PIPE WITH AN NGS LOGO CAP STAMPED---CRAIGPORT
 LM0679'1988---, FLUSH WITH THE GROUND.  THE TOP OF THE ROD IS RECESSED 3 CM
 LM0679'BELOW THE LOGO CAP.  LOCATED 24.3 M (79.7 FT) SOUTH-SOUTHEAST OF THE
 LM0679'CENTERLINE OF THE RUNWAY, 17.8 M (58.4 FT) WEST OF THE CENTERLINE OF
 LM0679'THE TAXIWAY RAMP AT THE HOLDING LINE, AND 2.9 M (9.5 FT) SOUTHWEST OF
 LM0679'THE CURVED PAVEMENT EDGE.
 LM0679'UT-CO-WY-ID FAA AND VERNAL NCMN, JUNE 1988.
 LM0679'DESCRIBED BY STEPHEN E. RANDALL.
 LM0679
 LM0679                          STATION RECOVERY (1988)
 LM0679
 LM0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LM0679'THE STATION IS LOCATED AT THE CRAIG-MOFFAT AIRPORT NEAR THE TERMINAL
 LM0679'BUILDING.  IT IS 79.0 FT (24.1 M) SOUTH OF THE CENTERLINE OF THE
 LM0679'RUNWAY, 58.6 FT (17.9 M) WEST-NORTH-WEST OF THE INTERSECTION OF THE
 LM0679'CENTERLINE OF THE TAXIWAY LEADING TO THE RAMP AND THE PAINTED HOLDBAR,
 LM0679'46.8 FT (14.3 M) EAST-SOUTH-EAST OF THE NORTH ONE OF TWO TAXIWAYS
 LM0679'LIGHTS AND 9.5 FT (2.9 M) SOUTHWEST OF THE EDGE OF THE CURVED PORTION
 LM0679'OF THE TAXIWAY.  THE STATION IS A NGS GPS STATION WHICH CONSISTS OF A
 LM0679'STAINLESS STEEL ROD WITH A DIMPLE IN THE TOP SET IN A BENCH MARK BOX
 LM0679'AND IS SURROUNDED BY A MASS OF CONCRETE.  THE RIM OF THE BOX IS
 LM0679'STAMPED CRAIGPORT 1988.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0680 ***********************************************************************
 LM0680  SACS        -  This is a Secondary Airport Control Station.
 LM0680  DESIGNATION -  CRAIGPORT AZ MK
 LM0680  PID         -  LM0680
 LM0680  STATE/COUNTY-  CO/MOFFAT
 LM0680  USGS QUAD   -  CASTOR GULCH (1966)
 LM0680
 LM0680                         *CURRENT SURVEY CONTROL
 LM0680  ___________________________________________________________________
 LM0680* NAD 83(1992)-  40 29 38.86315(N)    107 31 52.10636(W)     ADJUSTED  
 LM0680* NAVD 88     -      1885.11   (meters)    6184.7    (feet)  GPS OBS   
 LM0680  ___________________________________________________________________
 LM0680  X           -  -1,463,551.844 (meters)                     COMP
 LM0680  Y           -  -4,633,011.661 (meters)                     COMP
 LM0680  Z           -   4,121,078.784 (meters)                     COMP
 LM0680  LAPLACE CORR-           5.71  (seconds)                    DEFLEC99
 LM0680  ELLIP HEIGHT-        1870.56  (meters)          (10/21/02) GPS OBS
 LM0680  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 LM0680
 LM0680  HORZ ORDER  -  FIRST
 LM0680  ELLP ORDER  -  FIFTH     CLASS I
 LM0680
 LM0680.This mark is at Craig-Moffat Airport (CAG)
 LM0680
 LM0680.The horizontal coordinates were established by GPS observations
 LM0680.and adjusted by the National Geodetic Survey in June 2000..
 LM0680
 LM0680.The orthometric height was determined by GPS observations and a
 LM0680.high-resolution geoid model.
 LM0680
 LM0680.GPS derived orthometric heights for airport stations designated as
 LM0680.PACS or SACS are published to 2 decimal places.  This maintains
 LM0680.centimeter relative accuracy between the PACS and SACS.  It does
 LM0680.not indicate centimeter accuracy relative to other marks which are
 LM0680.part of the NAVD 88 network.
 LM0680
 LM0680.Photographs are available for this station.
 LM0680
 LM0680.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LM0680
 LM0680.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0680
 LM0680.The ellipsoidal height was determined by GPS observations
 LM0680.and is referenced to NAD 83.
 LM0680
 LM0680.The geoid height was determined by GEOID03.
 LM0680
 LM0680;                    North         East     Units Scale Factor Converg.
 LM0680;SPC CO N     -   435,657.913   742,232.506   MT  0.99996585   -1 18 44.6
 LM0680;SPC CO N     - 1,429,321.00  2,435,141.15   sFT  0.99996585   -1 18 44.6
 LM0680;UTM  13      - 4,485,680.832   285,496.926   MT  1.00016640   -1 38 39.4
 LM0680
 LM0680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0680!SPC CO N     -   0.99970665  x   0.99996585  =   0.99967251
 LM0680!UTM  13      -   0.99970665  x   1.00016640  =   0.99987300
 LM0680
 LM0680                          SUPERSEDED SURVEY CONTROL
 LM0680
 LM0680  ELLIP H (06/30/00) 1870.58   (m)                       GP(       ) 1 1
 LM0680  NAD 83(1992)-  40 29 38.86253(N)    107 31 52.10519(W) AD(       ) 3
 LM0680  ELLIP H (01/07/93) 1870.49   (m)                       GP(       ) 4 2
 LM0680  NAD 83(1986)-  40 29 38.85982(N)    107 31 52.09498(W) AD(       ) 3
 LM0680  NAD 27      -  40 29 38.95819(N)    107 31 49.86088(W) AD(       ) 3
 LM0680  NGVD 29 (04/21/89) 1883.2    (m)         6178.     (f) GPS OBS        
 LM0680
 LM0680.Superseded values are not recommended for survey control.
 LM0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0680.See file dsdata.txt to determine how the superseded data were derived.
 LM0680
 LM0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE8549785681(NAD 83)
 LM0680_MARKER: I = METAL ROD
 LM0680_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LM0680_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LM0680_STAMPING: CRAIGPORT AZ MK 1988
 LM0680_MARK LOGO: NGS   
 LM0680_PROJECTION: FLUSH
 LM0680_MAGNETIC: I = MARKER IS A STEEL ROD
 LM0680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LM0680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LM0680+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1999
 LM0680_ROD/PIPE-DEPTH: 5.48 meters
 LM0680_SLEEVE-DEPTH  : .9 meters
 LM0680
 LM0680  HISTORY     - Date     Condition        Report By
 LM0680  HISTORY     - 1988     MONUMENTED       NGS
 LM0680  HISTORY     - 19880615 GOOD             NGS
 LM0680  HISTORY     - 19990518 GOOD             MSAM
 LM0680
 LM0680                          STATION DESCRIPTION
 LM0680
 LM0680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LM0680'THE STATION LOCATED ABOUT 3.2 KM (2.00 MI) SOUTHEAST OF CRAIG, BETWEEN
 LM0680'THE YAMPA RIVER AND STATE HIGHWAY 394, AT THE CRAIG MOFFAT AIRPORT,
 LM0680'AT THE WEST END OF THE RUNWAY.  OWNERSHIP--CITY OF CRAIG AND MOFFAT
 LM0680'COUNTY, C/O AIRPORT COMMISSION, MOFFAT COUNTY COURTHOUSE, CRAIG,
 LM0680'COLORADO 81625.  TELEPHONE 303-824-5517, HANCO INTERNATIONAL, ALSO AT
 LM0680'THE TERMINAL, TELEPHONE 303-824-5001.
 LM0680'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 WEST, STATE
 LM0680'HIGHWAY 13 WEST AND STATE HIGHWAY 394 SOUTH IN CRAIG, ALL ONE WAY
 LM0680'STREETS, GO SOUTH ON HIGHWAY 394 FOR 1.6 KM (1.00 MI) TO THE BRIDGE
 LM0680'OVER THE YAMPA RIVER.  CONTINUE AHEAD, SOUTH, ON HIGHWAY 394 FOR 0.6
 LM0680'KM (0.35 MI) TO A ROAD LEFT.  TURN LEFT, EAST, ON HIGHWAY 394 FOR
 LM0680'2.66 KM (1.65 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT,
 LM0680'NORTH, ACROSS THE PARKING LOT FOR 0.08 KM (0.05 MI) TO A GATE ON THE
 LM0680'LEFT SIDE OF AN AIRPORT BUILDING.  NOTE, GATE LOCKED AFTER 5 P.M.
 LM0680'PASS THROUGH THE GATE, NORTH, ACROSS THE TARMAC AND RAMP FOR 0.24 KM
 LM0680'(0.15 MI) TO THE RUNWAY.  TURN LEFT, WEST, FOR 0.64 KM (0.40 MI) TO
 LM0680'THE TURN-AROUND AND THE STATION ON THE LEFT.
 LM0680'THE STATION IS A PUNCH HOLE ON TOP OF A STAINLESS STEEL ROD THAT IS
 LM0680'---UNSTAMPED---, DRIVEN TO THE DEPTH OF 5.48 M (18.0 FT), INSIDE A
 LM0680'GREASE FILLED SLEEVE EXTENDED TO THE DEPTH OF 0.9 M (3.0 FT), ENCASED
 LM0680'IN A 5-INCH PVC PIPE WITH AN NGS LOGO CAP STAMPED---CRAIGPORT AZ MK
 LM0680'1988---, FLUSH WITH THE GROUND.  THE TOP OF THE ROD IS RECESSED 10 CM
 LM0680'BELOW THE LOGO CAP.  LOCATED 27.9 M (91.5 FT) WEST-NORTHWEST OF THE
 LM0680'CENTERLINE OF THE TURN-AROUND AT THE HOLDING LINE, 21.6 M (70.9 FT)
 LM0680'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE RUNWAY, AND 5.9 M (19.4 FT)
 LM0680'SOUTH-SOUTHEAST OF THE SOUTH EDGE OF THE RUNWAY.
 LM0680'UT-CO-WY-ID FAA AND VERNAL NCMN, JUNE 1988.
 LM0680'DESCRIBED BY STEPHEN E. RANDALL.
 LM0680
 LM0680                          STATION RECOVERY (1988)
 LM0680
 LM0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LM0680'THE STATION IS LOCATED AT THE CRAIG-MOFFAT AIRPORT NEAR RUNWAY END 7.
 LM0680'IT IS 155.0 FT (47.2 M) SOUTHEASTERLY OF RUNWAY END 7, 147.6 FT (45.0
 LM0680'M) EAST OF THE SOUTHERLY THRESHOLD LIGHT AT THE RUNWAY END, 241.2 FT
 LM0680'(73.5 M) WEST OF THE FIRST RUNWAY LIGHT ON THE SOUTH SIDE OF THE
 LM0680'RUNWAY AND 70.7 FT (21.5 M) SOUTH OF THE CENTERLINE OF THE RUNWAY.
 LM0680'THE STATION IS A NGS GPS STATION WHICH CONSISTS OF A STAINLESS STEEL
 LM0680'ROD WITH A DIMPLE IN THE TOP SET IN A BENCH MARK BOX AND IS SURROUNDED
 LM0680'BY A MASS OF CONCRETE.  THE RIM OF THE BOX IS STAMPED CRAIGPORT AZ MK
 LM0680'1988.
 LM0680
 LM0680                          STATION RECOVERY (1999)
 LM0680
 LM0680'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 LM0680'RECOVERED AS DESCRIBED.  THIS STATION IS DESIGNATED AS A SECONDARY
 LM0680'AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3411 ***********************************************************************
 AA3411  DESIGNATION -  CRAIN
 AA3411  PID         -  AA3411
 AA3411  STATE/COUNTY-  CO/DOUGLAS
 AA3411  USGS QUAD   -  PARKER (1994)
 AA3411
 AA3411                         *CURRENT SURVEY CONTROL
 AA3411  ___________________________________________________________________
 AA3411* NAD 83(1992)-  39 33 55.77764(N)    104 47 06.15225(W)     ADJUSTED  
 AA3411* NAVD 88     -      1747.8    (meters)    5734.     (feet)  GPS OBS   
 AA3411  ___________________________________________________________________
 AA3411  X           -  -1,256,804.654 (meters)                     COMP
 AA3411  Y           -  -4,761,847.870 (meters)                     COMP
 AA3411  Z           -   4,042,013.989 (meters)                     COMP
 AA3411  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 AA3411  ELLIP HEIGHT-        1730.49  (meters)          (12/03/02) GPS OBS
 AA3411  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 AA3411
 AA3411  HORZ ORDER  -  FIRST
 AA3411  ELLP ORDER  -  FOURTH    CLASS II
 AA3411
 AA3411.The horizontal coordinates were established by GPS observations
 AA3411.and adjusted by the National Geodetic Survey in December 1994..
 AA3411
 AA3411.The orthometric height was determined by GPS observations and a
 AA3411.high-resolution geoid model.
 AA3411
 AA3411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3411
 AA3411.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3411
 AA3411.The ellipsoidal height was determined by GPS observations
 AA3411.and is referenced to NAD 83.
 AA3411
 AA3411.The geoid height was determined by GEOID03.
 AA3411
 AA3411;                    North         East     Units Scale Factor Converg.
 AA3411;SPC CO C     -   497,328.718   975,837.474   MT  0.99996871   +0 27 03.3
 AA3411;SPC CO C     - 1,631,652.64  3,201,560.11   sFT  0.99996871   +0 27 03.3
 AA3411;UTM  13      - 4,379,555.153   518,464.502   MT  0.99960420   +0 08 12.9
 AA3411
 AA3411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3411!SPC CO C     -   0.99972858  x   0.99996871  =   0.99969730
 AA3411!UTM  13      -   0.99972858  x   0.99960420  =   0.99933289
 AA3411
 AA3411                          SUPERSEDED SURVEY CONTROL
 AA3411
 AA3411  ELLIP H (12/14/94) 1730.53   (m)                       GP(       ) 3 1
 AA3411
 AA3411.Superseded values are not recommended for survey control.
 AA3411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3411.See file dsdata.txt to determine how the superseded data were derived.
 AA3411
 AA3411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED1846579555(NAD 83)
 AA3411_MARKER: DD = SURVEY DISK
 AA3411_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA3411_STAMPING: CRAIN
 AA3411_MARK LOGO: DCGIS 
 AA3411_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA3411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3411+STABILITY: SURFACE MOTION
 AA3411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3411+SATELLITE: SATELLITE OBSERVATIONS - February 06, 1995
 AA3411
 AA3411  HISTORY     - Date     Condition        Report By
 AA3411  HISTORY     - 1993     MONUMENTED       MSAM
 AA3411  HISTORY     - 19950206 GOOD             CODOT
 AA3411
 AA3411                          STATION DESCRIPTION
 AA3411
 AA3411'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1993 (KCH)
 AA3411'THE STATION IS LOCATED ABOUT 3.4 MILES (5.5 KM) NORTH OF THE TOWN OF
 AA3411'PARKER, COLO. IN SECTION 4, TOWNSHIP 6 SOUTH, RANGE 66 WEST OF THE 6TH
 AA3411'P.M., OWNERSHIP-- COLORADO DEPARTMENT OF TRANSPORTATION TO REACH THE
 AA3411'STATION FROM THE INTERSECTION OF STATE HIGHWAY 83 (PARKER ROAD) AND
 AA3411'EAST MAIN STREET (EAST PARKER ROAD) IN PARKER, COLO. GO NORTH ON STATE
 AA3411'HIGHWAY 83, FOR 3.4 MILES (5.5 KM) TO THE STATION ON THE WEST SIDE OF
 AA3411'THE ROAD. THE STATION IS A BRASS DISK SET IN CONCRETE FLUSH WITH THE
 AA3411'GROUND AND MARKED WITH A DOUGLAS COUNTY FIBERGLASS WITNESS POST, 125
 AA3411'FEET (38.1 M) NORTH OF THE CENTERLINE OF A DRIVEWAY, 84 FEET (25.6 M)
 AA3411'SOUTH OF A DOUBLE 36 IN. CULVERT, 25 FT. (7.6 M) W. OF THE WEST EDGE
 AA3411'OF PARKER ROAD, AND 25 FEET (7.6 M) EAST OF THE WEST RIGHT OF WAY
 AA3411'FENCE.
 AA3411
 AA3411                          STATION RECOVERY (1995)
 AA3411
 AA3411'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (KAW)
 AA3411'RECOVERED AS DESCRIBED. ADD TO DESCRIPTION ** STATION IS AT STATE
 AA3411'HIGHWAY 83 MILEPOST 63.1 IN THE NORTH CENTER OF SECTION 4, T 6 S, R 66
 AA3411'W, 6TH P.M. AT THE DOUGLAS-ARAPAHOE COUNTY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2096 ***********************************************************************
 KK2096  CBN         -  This is a Cooperative Base Network Control Station.
 KK2096  DESIGNATION -  CRAMER
 KK2096  PID         -  KK2096
 KK2096  STATE/COUNTY-  CO/EL PASO
 KK2096  USGS QUAD   -  PEYTON (1975)
 KK2096
 KK2096                         *CURRENT SURVEY CONTROL
 KK2096  ___________________________________________________________________
 KK2096* NAD 83(1992)-  39 04 11.23067(N)    104 29 49.24886(W)     ADJUSTED  
 KK2096* NAVD 88     -      2175.7    (meters)    7138.     (feet)  GPS OBS   
 KK2096  ___________________________________________________________________
 KK2096  X           -  -1,241,665.413 (meters)                     COMP
 KK2096  Y           -  -4,802,196.489 (meters)                     COMP
 KK2096  Z           -   3,999,694.950 (meters)                     COMP
 KK2096  LAPLACE CORR-          -7.28  (seconds)                    DEFLEC99
 KK2096  ELLIP HEIGHT-        2157.87  (meters)          (10/21/02) GPS OBS
 KK2096  GEOID HEIGHT-         -17.83  (meters)                     GEOID03
 KK2096
 KK2096  HORZ ORDER  -  B
 KK2096  ELLP ORDER  -  FOURTH    CLASS II
 KK2096
 KK2096.The horizontal coordinates were established by GPS observations
 KK2096.and adjusted by the National Geodetic Survey in May 1992..
 KK2096
 KK2096.The orthometric height was determined by GPS observations and a
 KK2096.high-resolution geoid model.
 KK2096
 KK2096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK2096
 KK2096.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2096
 KK2096.The ellipsoidal height was determined by GPS observations
 KK2096.and is referenced to NAD 83.
 KK2096
 KK2096.The geoid height was determined by GEOID03.
 KK2096
 KK2096;                    North         East     Units Scale Factor Converg.
 KK2096;SPC CO C     -   442,534.837 1,001,194.209   MT  0.99993606   +0 37 57.3
 KK2096;SPC CO C     - 1,451,883.04  3,284,751.33   sFT  0.99993606   +0 37 57.3
 KK2096;UTM  13      - 4,324,641.266   543,511.776   MT  0.99962331   +0 19 01.3
 KK2096
 KK2096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2096!SPC CO C     -   0.99966156  x   0.99993606  =   0.99959764
 KK2096!UTM  13      -   0.99966156  x   0.99962331  =   0.99928499
 KK2096
 KK2096                          SUPERSEDED SURVEY CONTROL
 KK2096
 KK2096  NAD 83(1986)-  39 04 11.22230(N)    104 29 49.24476(W) AD(       ) 3
 KK2096  ELLIP H (05/26/92) 2157.88   (m)                       GP(       ) 4 1
 KK2096  NGVD 29 (06/11/92) 2174.7    (m)         7135.     (f) GPS OBS        
 KK2096
 KK2096.Superseded values are not recommended for survey control.
 KK2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2096.See file dsdata.txt to determine how the superseded data were derived.
 KK2096
 KK2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED4351224641(NAD 83)
 KK2096_MARKER: I = METAL ROD
 KK2096_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KK2096_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KK2096_STAMPING: CRAMER 1991
 KK2096_MARK LOGO: NGS   
 KK2096_PROJECTION: FLUSH
 KK2096_MAGNETIC: I = MARKER IS A STEEL ROD
 KK2096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK2096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK2096+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2000
 KK2096_ROD/PIPE-DEPTH: 19.3 meters
 KK2096_SLEEVE-DEPTH  : 1 meters
 KK2096
 KK2096  HISTORY     - Date     Condition        Report By
 KK2096  HISTORY     - 1991     MONUMENTED       NGS
 KK2096  HISTORY     - 19911213 GOOD             NGS
 KK2096  HISTORY     - 19930128 GOOD             MSAM
 KK2096  HISTORY     - 19970114 GOOD             CODOT
 KK2096  HISTORY     - 20000223 GOOD             MSAM
 KK2096
 KK2096                          STATION DESCRIPTION
 KK2096
 KK2096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KK2096'STATION IS LOCATED ABOUT 35 KM (21.7 MI) NORTHEAST OF COLORADO
 KK2096'SPRINGS, 4.5 KM (2.8 MI) NORTH OF PEYTON, 1.5 KM (0.9 MI) EAST OF
 KK2096'RATTLESNAKE BUTTE, ALONG A GRAVEL SECTION ROAD, ON THE RIGHT-OF-WAY,
 KK2096'NEAR THE NORTHWEST CORNER OF SECTION 30, T 11 S, R 63 W.
 KK2096'OWNERSHIP--EL PASO COUNTY.
 KK2096'TO REACH FROM THE JUNCTION OF US HIGHWAY 24 AND A PAVED ROAD LEADING
 KK2096'NORTHWEST INTO PEYTON, GO NORTHWEST ON BRADSHAW ROAD FOR 0.10 KM
 KK2096'(0.06 MI) TO A FORK.  BEAR LEFT, WEST, THEN NORTH, ON BRADSHAW ROAD
 KK2096'FOR 3.9 KM (2.4 MI) TO A CROSSROAD, MURPHY ROAD.  CONTINUE NORTH ON
 KK2096'BRADSHAW ROAD (GRAVEL) FOR 2.90 KM (1.80 MI) TO TOP OF GRADE AND
 KK2096'STATION ON THE RIGHT.
 KK2096'STATION MARK IS A PUNCH HOLE TOP CENTER IN A STEEL ROD ENCASED IN A
 KK2096'PVC PIPE WITH LOGO CAP SET IN A 0.6 M (2.0 FT) CONCRETE POST FLUSH
 KK2096'WITH THE GROUND. IT IS 9.5 M (31.2 FT) EAST OF, AND 0.5 M (1.6 FT)
 KK2096'LOWER THAN THE ROAD CENTER, 0.8 M (2.6 FT) WEST OF THE RIGHT-OF-WAY
 KK2096'FENCE, 0.9 M (3.0 FT) NORTH OF A FIBERGLASS WITNESS POST AND 0.9 M
 KK2096'(3.0 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 KK2096'DESCRIBED BY G.R.HEID
 KK2096
 KK2096                          STATION RECOVERY (1991)
 KK2096
 KK2096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KK2096'COUNTY CODE SHOULD READ EL PASO NOT ELBERT.
 KK2096'STATION IS LOCATED ABOUT 35 KM (21.7 MI) NORTHEAST OF COLORADO
 KK2096'SPRINGS, 4.5 KM (2.8 MI) NORTH OF PEYTON, 1.5 KM (0.9 MI) EAST OF
 KK2096'RATTLESNAKE BUTTE, ALONG A GRAVEL SECTION ROAD, ON THE RIGHT-OF-WAY.
 KK2096'OWNERSHIP--EL PASO COUNTY.
 KK2096'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 24 AND A PAVED ROAD LEADING
 KK2096'NORTHWEST INTO PEYTON, GO NORTHWEST ON BRADSHAW ROAD FOR 0.10 KM
 KK2096'(0.06 MI) TO A FORK.  BEAR LEFT, WEST, THEN NORTH, ON BRADSHAW ROAD
 KK2096'FOR 2.98 KM (1.85 MI) TO A CROSSROAD (MURPHY ROAD).  CONTINUE NORTH
 KK2096'ON BRADSHAW ROAD (GRAVEL) FOR 2.90 KM (1.80 MI) TO TOP OF GRADE AND
 KK2096'STATION ON THE RIGHT.
 KK2096'STATION MARK IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 KK2096'2.5 CM GREASE FILLED PVC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 KK2096'PIPE WITH LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND. IT
 KK2096'IS 9.5 M (31.2 FT) EAST FROM AND 0.5 M (1.6 FT) LOWER THAN THE ROAD
 KK2096'CENTER, 0.8 M (2.6 FT) WEST FROM THE RIGHT-OF-WAY FENCE, 0.9 M
 KK2096'(3.0 FT) NORTH FROM A FIBERGLASS WITNESS POST AND 0.9 M (3.0 FT)
 KK2096'SOUTH FROM A FIBERGLASS WITNESS POST.
 KK2096
 KK2096                          STATION RECOVERY (1993)
 KK2096
 KK2096'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1993 (KCH)
 KK2096'RECOVERED AS DESCRIBED.
 KK2096
 KK2096                          STATION RECOVERY (1997)
 KK2096
 KK2096'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 KK2096'RECOVERED AS DESCRIBED.
 KK2096
 KK2096                          STATION RECOVERY (2000)
 KK2096
 KK2096'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2000 (BJ)
 KK2096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0973 ***********************************************************************
 JJ0973  DESIGNATION -  CRAMER GULCH
 JJ0973  PID         -  JJ0973
 JJ0973  STATE/COUNTY-  CO/LINCOLN
 JJ0973  USGS QUAD   -  COCKLEBURR SPRINGS (1978)
 JJ0973
 JJ0973                         *CURRENT SURVEY CONTROL
 JJ0973  ___________________________________________________________________
 JJ0973* NAD 83(1992)-  38 35 35.82359(N)    103 55 56.13907(W)     ADJUSTED  
 JJ0973* NAVD 88     -      1606.2    (meters)    5270.     (feet)  VERTCON   
 JJ0973  ___________________________________________________________________
 JJ0973  LAPLACE CORR-          -4.96  (seconds)                    DEFLEC99
 JJ0973  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 JJ0973
 JJ0973  HORZ ORDER  -  FIRST
 JJ0973
 JJ0973.The horizontal coordinates were established by classical geodetic methods
 JJ0973.and adjusted by the National Geodetic Survey in January 1993..
 JJ0973
 JJ0973.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0973
 JJ0973.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0973
 JJ0973.The geoid height was determined by GEOID03.
 JJ0973
 JJ0973;                    North         East     Units Scale Factor Converg.
 JJ0973;SPC CO C     -   390,339.250 1,050,973.282   MT  0.99997492   +0 59 19.5
 JJ0973;SPC CO C     - 1,280,638.02  3,448,068.18   sFT  0.99997492   +0 59 19.5
 JJ0973;SPC CO S     -   519,780.809 1,050,981.597   MT  1.00003311   +0 57 41.8
 JJ0973;SPC CO S     - 1,705,314.20  3,448,095.46   sFT  1.00003311   +0 57 41.8
 JJ0973;UTM  13      - 4,272,184.981   592,985.585   MT  0.99970647   +0 39 57.9
 JJ0973
 JJ0973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0973!SPC CO C     -   0.99975124  x   0.99997492  =   0.99972617
 JJ0973!SPC CO S     -   0.99975124  x   1.00003311  =   0.99978434
 JJ0973!UTM  13      -   0.99975124  x   0.99970647  =   0.99945778
 JJ0973
 JJ0973                          SUPERSEDED SURVEY CONTROL
 JJ0973
 JJ0973  NAD 83(1986)-  38 35 35.81883(N)    103 55 56.13853(W) AD(       ) 1
 JJ0973  NAD 27      -  38 35 35.82400(N)    103 55 54.30700(W) AD(       ) 1
 JJ0973  NGVD 29 (07/19/86) 1605.4    (m)         5267.     (f) VERT ANG       
 JJ0973
 JJ0973.Superseded values are not recommended for survey control.
 JJ0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0973.See file dsdata.txt to determine how the superseded data were derived.
 JJ0973
 JJ0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC9298672185(NAD 83)
 JJ0973_MARKER: Z = SEE DESCRIPTION
 JJ0973_SETTING: 0 = UNSPECIFIED SETTING
 JJ0973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0973
 JJ0973  HISTORY     - Date     Condition        Report By
 JJ0973  HISTORY     - 1880     MONUMENTED       CGS
 JJ0973
 JJ0973                          STATION DESCRIPTION
 JJ0973
 JJ0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1880 (OHT)
 JJ0973'REPORTED IN 1922 AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0706 ***********************************************************************
 KL0706  DESIGNATION -  CRATER PK
 KL0706  PID         -  KL0706
 KL0706  STATE/COUNTY-  CO/DELTA
 KL0706  USGS QUAD   -  CHALK MOUNTAIN (1982)
 KL0706
 KL0706                         *CURRENT SURVEY CONTROL
 KL0706  ___________________________________________________________________
 KL0706* NAD 83(1992)-  39 02 22.54640(N)    107 39 46.20745(W)     ADJUSTED  
 KL0706* NAVD 88     -      3454.2    (meters)   11333.     (feet)  VERTCON   
 KL0706  ___________________________________________________________________
 KL0706  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 KL0706  GEOID HEIGHT-         -15.17  (meters)                     GEOID03
 KL0706
 KL0706  HORZ ORDER  -  FIRST
 KL0706
 KL0706.The horizontal coordinates were established by classical geodetic methods
 KL0706.and adjusted by the National Geodetic Survey in January 1993..
 KL0706
 KL0706.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0706
 KL0706.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0706
 KL0706.The geoid height was determined by GEOID03.
 KL0706
 KL0706;                    North         East     Units Scale Factor Converg.
 KL0706;SPC CO C     -   440,933.128   727,177.229   MT  0.99993648   -1 21 50.7
 KL0706;SPC CO C     - 1,446,628.10  2,385,747.29   sFT  0.99993648   -1 21 50.7
 KL0706;UTM  13      - 4,324,545.208   269,531.666   MT  1.00025408   -1 40 40.6
 KL0706
 KL0706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0706!SPC CO C     -   0.99946073  x   0.99993648  =   0.99939724
 KL0706!UTM  13      -   0.99946073  x   1.00025408  =   0.99971467
 KL0706
 KL0706|---------------------------------------------------------------------|
 KL0706| PID    Reference Object                     Distance      Geod. Az  |
 KL0706|                                                           dddmmss.s |
 KL0706| CM6313 CRATER PK RM 1                        5.762 METERS 07836     |
 KL0706| CM6314 CRATER PK RM 2                        8.671 METERS 14747     |
 KL0706| CM6312 CRATER PK AZ MK                                    2635007.1 |
 KL0706|---------------------------------------------------------------------|
 KL0706
 KL0706                          SUPERSEDED SURVEY CONTROL
 KL0706
 KL0706  NAD 83(1986)-  39 02 22.54639(N)    107 39 46.20648(W) AD(       ) 1
 KL0706  NAD 27      -  39 02 22.60900(N)    107 39 43.99800(W) AD(       ) 1
 KL0706  NGVD 29 (07/19/86) 3452.4    (m)        11327.     (f) VERT ANG       
 KL0706
 KL0706.Superseded values are not recommended for survey control.
 KL0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0706.See file dsdata.txt to determine how the superseded data were derived.
 KL0706
 KL0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD6953224545(NAD 83)
 KL0706_MARKER: DS = TRIANGULATION STATION DISK
 KL0706_SETTING: 66 = SET IN ROCK OUTCROP
 KL0706_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0706
 KL0706  HISTORY     - Date     Condition        Report By
 KL0706  HISTORY     - 1953     MONUMENTED       CGS
 KL0706  HISTORY     - 1959     GOOD             USGS
 KL0706
 KL0706                          STATION DESCRIPTION
 KL0706
 KL0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KL0706'THE STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF HOTCHKISS,
 KL0706'12 MILES NORTH-NORTHWEST OF PAONIA AND ABOUT 9 MILES SOUTHWEST
 KL0706'OF THE WEST MUDDY RANGER STATION ON THE SUMMIT OF CRATER PEAK
 KL0706'JUST EAST OF THE HIGHEST POINT OF MOUNTAIN.  IT IS STAMPED
 KL0706'CRATER PK 1953.
 KL0706'
 KL0706'REFERENCE MARK NO. 1 IS ABOUT 1 FOOT LOWER IN ELEVATION THAN
 KL0706'THE STATION AND IS STAMPED CRATER PK NO 1 1953.
 KL0706'
 KL0706'REFERENCE MARK NO. 2 IS ON ABOUT THE SAME ELEVATION AS THE
 KL0706'STATION AND IS STAMPED CRATER PK NO 2 1953.
 KL0706'
 KL0706'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 28.02 FEET.
 KL0706'
 KL0706'THE AZIMUTH MARK IS AT THE WEST END OF GOODENOUGH RESERVOIR,
 KL0706'120 FEET NORTH OF THE ROAD ACROSS DAM AND 30 FEET WEST OF WATERS
 KL0706'EDGE.  IT IS STAMPED CRATER PK 1953.
 KL0706'
 KL0706'TO REACH THE STATION FROM THE INTERSECTION OF BRIDGE STREET
 KL0706'(STATE HIGHWAY 92) AND FIRST STREET IN HOTCHKISS, GO WEST ON
 KL0706'STATE HIGHWAY 92 FOR 3.4 MILES TO A CROSSROAD, TURN RIGHT
 KL0706'AND GO NORTH ON STATE HIGHWAY 345 FOR 3.6 MILES TO A T ROAD
 KL0706'LEFT AND POINT WHERE HIGHWAY TURNS LEFT.  CONTINUE STRAIGHT
 KL0706'AHEAD FOR 1.8 MILES TO A FORK, TAKE RIGHT FORK AND CONTINUE
 KL0706'NORTH FOR 2.3 MILES TO A FORK AND A LARGE STONE HOUSE
 KL0706'ON RIGHT, TAKE LEFT FORK AND GO NORTHWEST AND NORTH ON
 KL0706'MAIN TRAVELED ROAD FOR 6.2 MILES TO A GATE, PASS THROUGH GATE
 KL0706'AND GO NORTHEAST FOR 1.3 MILES TO A DIM FORK, TAKE LEFT FORK
 KL0706'FOR 0.1 MILE TO A GATE.  PASS THROUGH GATE AND CONTINUE
 KL0706'NORTHEAST FOR 1.5 MILES TO A FORK, TAKE LEFT FORK NORTHEASTERLY
 KL0706'FOR 2.0 MILES TO A FORK JUST AFTER CROSSING SMALL WOODEN
 KL0706'BRIDGE, TAKE RIGHT FORK FOR 1.55 MILES TO A RANCH HOUSE AT
 KL0706'POOL CAMP, CONTINUE NORTHEAST AND EAST ON MAIN TRAVELED
 KL0706'ROAD FOR 2.7 MILES TO THE AZIMUTH MARK AT THE WEST END
 KL0706'OF DAM AND END OF TRUCK TRAVEL.  FROM THIS POINT PACK
 KL0706'NORTHEASTERLY ACROSS MEADOW FOR ABOUT 0.2 MILE TO THE
 KL0706'FOOT OF RIDGE, CONTINUE NORTHEAST AND EAST UP TIMBER COVERED
 KL0706'RIDGE FOR ABOUT 0.25 MILE TO TOP OF RIDGE, BEAR RIGHT AND
 KL0706'FOLLOW TOP OF RIDGE SOUTHEASTERLY FOR ABOUT 0.5 MILE TO
 KL0706'SUMMIT OF MOUNTAIN AND STATION AS DESCRIBED.  (THIS IS ABOUT A
 KL0706'1 HOUR PACK.)
 KL0706
 KL0706                          STATION RECOVERY (1959)
 KL0706
 KL0706'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KL0706'NO TEXT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1903 ***********************************************************************
 KK1903  DESIGNATION -  CRAWFORD
 KK1903  PID         -  KK1903
 KK1903  STATE/COUNTY-  CO/JEFFERSON
 KK1903  USGS QUAD   -  RALSTON BUTTES (1965)
 KK1903
 KK1903                         *CURRENT SURVEY CONTROL
 KK1903  ___________________________________________________________________
 KK1903* NAD 83(1992)-  39 45 22.37687(N)    105 16 46.86292(W)     ADJUSTED  
 KK1903* NAVD 88     -      2346.2    (meters)    7697.     (feet)  VERTCON   
 KK1903  ___________________________________________________________________
 KK1903  LAPLACE CORR-         -20.39  (seconds)                    DEFLEC99
 KK1903  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 KK1903
 KK1903  HORZ ORDER  -  FIRST
 KK1903
 KK1903.The horizontal coordinates were established by classical geodetic methods
 KK1903.and adjusted by the National Geodetic Survey in January 1993..
 KK1903
 KK1903.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1903
 KK1903.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1903
 KK1903.The geoid height was determined by GEOID03.
 KK1903
 KK1903;                    North         East     Units Scale Factor Converg.
 KK1903;SPC CO C     -   518,285.031   933,282.188   MT  1.00000124   +0 08 20.2
 KK1903;SPC CO C     - 1,700,406.81  3,061,943.31   sFT  1.00000124   +0 08 20.2
 KK1903;UTM  13      - 4,400,737.524   476,041.546   MT  0.99960707   -0 10 43.9
 KK1903
 KK1903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1903!SPC CO C     -   0.99963439  x   1.00000124  =   0.99963563
 KK1903!UTM  13      -   0.99963439  x   0.99960707  =   0.99924161
 KK1903
 KK1903:                Primary Azimuth Mark                     Grid Az
 KK1903:SPC CO C     -  GOLDEN KOA TV TOWER                      126 40 01.7
 KK1903:UTM  13      -  GOLDEN KOA TV TOWER                      126 59 05.8
 KK1903
 KK1903|---------------------------------------------------------------------|
 KK1903| PID    Reference Object                     Distance      Geod. Az  |
 KK1903|                                                           dddmmss.s |
 KK1903| KK1854 GOLDEN KOA TV TOWER                 APPROX. 4.8 KM 1264821.9 |
 KK1903| CP6904 CRAWFORD RM 1                         4.650 METERS 17952     |
 KK1903| CP6903 CRAWFORD RM                          35.927 METERS 20119     |
 KK1903| CP6905 CRAWFORD RM 2                        10.863 METERS 28248     |
 KK1903| CP6902 CRAWFORD AZ MK                                     3320920.8 |
 KK1903|---------------------------------------------------------------------|
 KK1903
 KK1903                          SUPERSEDED SURVEY CONTROL
 KK1903
 KK1903  NAD 83(1986)-  39 45 22.37367(N)    105 16 46.86150(W) AD(       ) 1
 KK1903  NAD 27      -  39 45 22.41855(N)    105 16 44.89664(W) AD(       ) 1
 KK1903  NGVD 29 (07/19/86) 2345.2    (m)         7694.     (f) VERT ANG       
 KK1903
 KK1903.Superseded values are not recommended for survey control.
 KK1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1903.See file dsdata.txt to determine how the superseded data were derived.
 KK1903
 KK1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE7604200738(NAD 83)
 KK1903_MARKER: DD = SURVEY DISK
 KK1903_SETTING: 66 = SET IN ROCK OUTCROP
 KK1903
 KK1903  HISTORY     - Date     Condition        Report By
 KK1903  HISTORY     - 1941     MONUMENTED       BOR
 KK1903  HISTORY     - 1977     GOOD             NGS
 KK1903
 KK1903                          STATION DESCRIPTION
 KK1903
 KK1903'DESCRIBED BY US BUREAU OF RECLAMATION 1941
 KK1903'STATION IS LOCATED IN THE SE. 1/4 CORNER SEC. 25, T 3 S, R 71 W,
 KK1903'ABOUT 1.5 MI. S. OF INTERSECTION OF CRAWFORD AND TUCKER GULCH.
 KK1903'
 KK1903'STATION MARK--A BUREAU OF RECLAMATION BRONZE TABLET CEMENTED IN
 KK1903'SOLID ROCK.
 KK1903'
 KK1903'REFERENCE MARK NO. 1--A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE
 KK1903'TABLET CEMENTED IN SOLID ROCK, 15.45 FT. DISTANT FROM STATION MARK,
 KK1903'N 00 DEG 04 MIN W.
 KK1903'
 KK1903'REFERENCE MARK NO. 2--A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE
 KK1903'TABLET CEMENTED IN SOLID ROCK, 35.85 FT. DISTANT FROM STATION MARK,
 KK1903'S 77 DEG 11 MIN E.
 KK1903
 KK1903                          STATION RECOVERY (1977)
 KK1903
 KK1903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1903'THE STATION IS LOCATED ABOUT 17 MILES SOUTH OF BOULDER, 9
 KK1903'MILES NORTH OF EVERGREEN, 3 MILES WEST OF GOLDEN, IN THE
 KK1903'SOUTHEAST 1/4 OF SECTION 25, T35, R71W, ON TOP OF A LOW HILL
 KK1903'NEAR A PILE OF BOULDERS, ON PROPERTY OF MR. REN GOLTRA
 KK1903'GOLDEN, COLORADO.  PHONE NUMBER 279-7818.
 KK1903'
 KK1903'THE STATION AND REFERENCE MARKS ARE IN GOOD CONDITION.
 KK1903'NONE OF THESE MARKS ARE STAMPED.  ALL MEASUREMENTS TO
 KK1903'REFERENCE MARKS WERE MADE TO THE POINTS OF THE ARROWS.  NO
 KK1903'DATA WAS AVAILABLE CONCERNING THIS STATION.  AN AZIMUTH MARK
 KK1903'WAS SET AT THIS TIME.
 KK1903'
 KK1903'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 58
 KK1903'AND COUNTY HIGHWAY 93 IN GOLDEN, GO NORTH ON COUNTY HIGHWAY
 KK1903'93 FOR 1.2 MILES TO A SIDE ROAD LEFT.  TURN LEFT ON
 KK1903'GOLDEN GATE CANYON ROAD (COUNTY ROUTE 70) FOR 4.1 MILES TO
 KK1903'CRAWFORD GULCH ROAD (COUNTY ROAD 57), ON THE RIGHT.
 KK1903'CONTINUE WEST ON GOLDEN GATE CANYON ROAD FOR 1.7 MILES TO AN
 KK1903'IRON GATE ON THE LEFT JUST BEYOND A WHITE HOUSE ON THE RIGHT.
 KK1903'TURN LEFT, PASS THROUGH GATE AND GO SOUTHEAST AND SOUTH 0.7
 KK1903'MILE TO A CATTLEGUARD AND CHAIN BETWEEN THE GATE POSTS.
 KK1903'PASS OVER CATTLEGUARD AND CONTINUE SOUTHERLY FOR 0.3 MILE
 KK1903'TO A FORK AT SOME CORRALS.  BEAR LEFT 0.15 MILE TO A FORK
 KK1903'AT A CREEK BED.  BEAR RIGHT, ACROSS CREEK FOR 0.1 MILE TO A
 KK1903'FORK.  BEAR LEFT AND FOLLOW TRACK ROAD ALONG SOUTH SIDE
 KK1903'OF CREEK BED FOR 0.55 MILE TO A GATE.  CONTINUE ON
 KK1903'WINDING TRACK ROAD FOR 1 MILE TO A GATE AT A FENCE
 KK1903'CORNER.  PASS THROUGH GATE AND GO 0.2 MILE TO A GATE
 KK1903'AND SOME ABANDONED BUILDINGS.  PASS THROUGH GATE AND GO
 KK1903'PAST BUILDINGS AND ACROSS A DRAW, AND FOLLOW TRACK
 KK1903'ROAD 0.4 MILE UPHILL TO A SADDLE.  GO EASTERLY ON TRACK
 KK1903'ROAD FOR 0.2 MILE TO A FORK.  (FROM THIS POINT BEAR LEFT
 KK1903'0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT.) BEAR RIGHT
 KK1903'FOR 0.1 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE
 KK1903'PACK SOUTH-SOUTHEAST UPHILL FOR 15 MINUTES TO THE
 KK1903'TOP OF THE HILL AND THE STATION.
 KK1903'
 KK1903'STATION MARK, NO STAMPING, A STANDARD U.S. BUREAU OF
 KK1903'RECLAMATION TRIANGULATION STATION DISK CEMENTED IN A
 KK1903'DRILL HOLE IN BEDROCK.  IT IS 22 FEET NORTHWEST OF THE CENTER
 KK1903'OF A 3X3X5 FOOT BOULDER, (HIGHEST POINT OF THE HILL), AND
 KK1903'13 FEET SOUTH-SOUTHWEST OF AN 8-INCH PINE TREE.
 KK1903'
 KK1903'U.S. BUREAU OF RECLAMATION REFERENCE MARK, A STANDARD
 KK1903'REFERENCE MARK DISK, NO STAMPING, CEMENTED IN A DRILL HOLE
 KK1903'IN BEDROCK.  IT IS 108 FEET SOUTH-SOUTHWEST OF A 3X3X5
 KK1903'FOOT BOULDER, (HIGHEST POINT OF THE HILL), 47 FEET SOUTH OF A
 KK1903'10-INCH PINE TREE, AND ABOUT 6 FEET LOWER THAN THE STATION.
 KK1903'
 KK1903'REFERENCE MARK 1, NO STAMPING, A STANDARD U.S. GEOL0GICAL
 KK1903'SURVEY REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN BEDROCK.
 KK1903'IT IS 27.4 FEET SOUTH-SOUTHWEST OF AN 8-INCH PINE TREE, 14
 KK1903'FEET WEST OF CENTER OF A 3X3X5 BOULDER, (HIGHEST POINT OF THE
 KK1903'HILL), AND ABOUT 2 FEET LOWER THAN THE STATION.
 KK1903'
 KK1903'REFERENCE MARK 2, NO STAMPING, A STANDARD U.S. GEOLOGICAL
 KK1903'SURVEY REFERENCE MARK DISK CEMENTED IN BEDROCK.  IT IS 55
 KK1903'FEET WEST OF A 3X3X5 BOULDER, (HIGHEST POINT OF THE HILL),
 KK1903'41.5 FEET WEST-SOUTHWEST OF AN 8-INCH PINE TREE, AND ABOUT 5
 KK1903'FEET BELOW THE STATION.
 KK1903'
 KK1903'AZIMUTH MARK, STAMPED---CRAWFORD USBR---, A STANDARD DISK
 KK1903'CEMENTED IN A DRILL HOLE IN A BOULDER.  IT IS 39.5 FEET
 KK1903'SOUTHEAST OF A FENCE, 33.5 FEET EAST OF A 12-INCH
 KK1903'PINE TREE, 23.5 FEET SOUTH-SOUTHEAST OF A 14-INCH
 KK1903'PINE TREE, AND NEAR THE WEST SIDE OF AN ASPEN STAND.
 KK1903'
 KK1903'HEIGHT OF LIGHT SHOWN ABOVE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1182 ***********************************************************************
 JK1182  DESIGNATION -  CRCH 1
 JK1182  PID         -  JK1182
 JK1182  STATE/COUNTY-  CO/EL PASO
 JK1182  USGS QUAD   -  FOUNTAIN (1994)
 JK1182
 JK1182                         *CURRENT SURVEY CONTROL
 JK1182  ___________________________________________________________________
 JK1182* NAD 83(1992)-  38 38 09.31894(N)    104 37 38.03637(W)     ADJUSTED  
 JK1182* NAVD 88     -      1676.     (meters)    5499.     (feet)  SCALED    
 JK1182  ___________________________________________________________________
 JK1182  LAPLACE CORR-          -7.70  (seconds)                    DEFLEC99
 JK1182  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 JK1182
 JK1182  HORZ ORDER  -  THIRD
 JK1182
 JK1182.The horizontal coordinates were established by classical geodetic methods
 JK1182.and adjusted by the National Geodetic Survey in January 1993..
 JK1182
 JK1182.The orthometric height was scaled from a topographic map.
 JK1182
 JK1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1182
 JK1182.The geoid height was determined by GEOID03.
 JK1182
 JK1182;                    North         East     Units Scale Factor Converg.
 JK1182;SPC CO C     -   394,258.806   990,388.927   MT  0.99996865   +0 33 01.6
 JK1182;SPC CO C     - 1,293,497.43  3,249,301.00   sFT  0.99996865   +0 33 01.6
 JK1182;UTM  13      - 4,276,441.607   532,443.424   MT  0.99961296   +0 13 57.9
 JK1182
 JK1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1182!SPC CO C     -   0.99974002  x   0.99996865  =   0.99970867
 JK1182!UTM  13      -   0.99974002  x   0.99961296  =   0.99935308
 JK1182
 JK1182:                Primary Azimuth Mark                     Grid Az
 JK1182:SPC CO C     -  HAMMER                                   124 42 10.5
 JK1182:UTM  13      -  HAMMER                                   125 01 14.2
 JK1182
 JK1182|---------------------------------------------------------------------|
 JK1182| PID    Reference Object                     Distance      Geod. Az  |
 JK1182|                                                           dddmmss.s |
 JK1182| JK1176 HAMMER                              APPROX. 5.6 KM 1251512.1 |
 JK1182|---------------------------------------------------------------------|
 JK1182
 JK1182                          SUPERSEDED SURVEY CONTROL
 JK1182
 JK1182  NAD 83(1986)-  38 38 09.30176(N)    104 37 38.02851(W) AD(       ) 3
 JK1182  NAD 27      -  38 38 09.31618(N)    104 37 36.12794(W) AD(       ) 3
 JK1182
 JK1182.Superseded values are not recommended for survey control.
 JK1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1182.See file dsdata.txt to determine how the superseded data were derived.
 JK1182
 JK1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC3244376442(NAD 83)
 JK1182
 JK1182  HISTORY     - Date     Condition        Report By
 JK1182  HISTORY     - 1947     MONUMENTED       USGS
 JK1182  HISTORY     - 1961     GOOD             USGS
 JK1182
 JK1182                          STATION DESCRIPTION
 JK1182
 JK1182'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 JK1182'STATION IS LOCATED IN SEC. 23, T 16 S, R 64 W, IT IS BEST REACHED
 JK1182'FROM BUTTES, COLORADO, A STATION ON THE SANTA FE RAILROAD S. OF
 JK1182'COLORADO SPRINGS, COLORADO.  LEAVE U.S. HIGHWAYS 85 AND 87 AT BUTTES
 JK1182'AND AFTER CROSSING BRIDGE OVER FOUNTAIN CREEK TURN S. ALONG E. BANK
 JK1182'OF CREEK FOR 3 MI. TO SECTION LINE RD. E.  GO E. 1.8 MI. TO NATURAL
 JK1182'GAS LINE CROSSING, THEN TURN N. FOLLOWING PIPE LINE RD. 4.3 MI. TO
 JK1182'A DIM RD. W.  TURN W. 0.6 MI. TO N-S. FENCE ON TOP OF HILL.  STATION
 JK1182'LIES 65 FT. NW. FROM GATE.
 JK1182'
 JK1182'STATION MARK--STANDARD USGS BRONZE TABLET SET IN A POURED CONCRETE
 JK1182'POST PROJECTING ABOUT 3 IN. ABOVE THE SURFACE OF THE GROUND, STAMPED
 JK1182'---CRCH-1 1947---.
 JK1182'
 JK1182'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1231 ***********************************************************************
 JK1231  DESIGNATION -  CRCP 1
 JK1231  PID         -  JK1231
 JK1231  STATE/COUNTY-  CO/EL PASO
 JK1231  USGS QUAD   -  CASCADE (1994)
 JK1231
 JK1231                         *CURRENT SURVEY CONTROL
 JK1231  ___________________________________________________________________
 JK1231* NAD 83(1992)-  38 52 41.21986(N)    104 52 33.81923(W)     ADJUSTED  
 JK1231* NAVD 88     -      1971.2    (meters)    6467.     (feet)  VERTCON   
 JK1231  ___________________________________________________________________
 JK1231  LAPLACE CORR-         -19.42  (seconds)                    DEFLEC99
 JK1231  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 JK1231
 JK1231  HORZ ORDER  -  THIRD
 JK1231
 JK1231.The horizontal coordinates were established by classical geodetic methods
 JK1231.and adjusted by the National Geodetic Survey in January 1993..
 JK1231
 JK1231.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1231
 JK1231.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1231
 JK1231.The geoid height was determined by GEOID03.
 JK1231
 JK1231;                    North         East     Units Scale Factor Converg.
 JK1231;SPC CO C     -   420,964.729   968,540.549   MT  0.99994344   +0 23 36.6
 JK1231;SPC CO C     - 1,381,115.12  3,177,620.12   sFT  0.99994344   +0 23 36.6
 JK1231;UTM  13      - 4,303,258.494   510,750.494   MT  0.99960142   +0 04 40.1
 JK1231
 JK1231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1231!SPC CO C     -   0.99969338  x   0.99994344  =   0.99963683
 JK1231!UTM  13      -   0.99969338  x   0.99960142  =   0.99929492
 JK1231
 JK1231:                Primary Azimuth Mark                     Grid Az
 JK1231:SPC CO C     -  CAMERON                                  232 10 05.4
 JK1231:UTM  13      -  CAMERON                                  232 29 01.9
 JK1231
 JK1231|---------------------------------------------------------------------|
 JK1231| PID    Reference Object                     Distance      Geod. Az  |
 JK1231|                                                           dddmmss.s |
 JK1231| JK1225 CAMERON                             APPROX. 8.6 KM 2323342.0 |
 JK1231|---------------------------------------------------------------------|
 JK1231
 JK1231                          SUPERSEDED SURVEY CONTROL
 JK1231
 JK1231  NAD 83(1986)-  38 52 41.21121(N)    104 52 33.81255(W) AD(       ) 3
 JK1231  NAD 27      -  38 52 41.23585(N)    104 52 31.88418(W) AD(       ) 3
 JK1231  NGVD 29 (07/19/86) 1970.1    (m)         6464.     (f) VERT ANG       
 JK1231
 JK1231.Superseded values are not recommended for survey control.
 JK1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1231.See file dsdata.txt to determine how the superseded data were derived.
 JK1231
 JK1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED1075003258(NAD 83)
 JK1231_MARKER: DD = SURVEY DISK
 JK1231_SETTING: 80 = SET IN A BOULDER
 JK1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK1231+STABILITY: SURFACE MOTION
 JK1231
 JK1231  HISTORY     - Date     Condition        Report By
 JK1231  HISTORY     - 1947     MONUMENTED       USGS
 JK1231
 JK1231                          STATION DESCRIPTION
 JK1231
 JK1231'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JK1231'THE POINT IS LOCATED IN SEC. 34, T 13 S, R 67 W, APPROXIMATELY 4.0 MI.
 JK1231'NW. OF THE COLORADO SPRINGS POST OFFICE NEAR WHAT IS KNOWN AS EASTERN
 JK1231'GATEWAY TO THE GARDEN OF THE GODS.
 JK1231'
 JK1231'TO REACH BY AUTO, TRAVEL W. ALONG U.S. HIGHWAY 24 3.7 MI. FROM POST
 JK1231'OFFICE TO INTERSECTION OF 36TH STREET, THENCE RIGHT (N.) 0.9 MI. ALONG
 JK1231'WHAT IS KNOWN AS RIDGE ROAD TO FORKS, THENCE RIGHT (N.) 0.7 MI. TO
 JK1231'INTERSECTION.  STATION IS LOCATED 680 FT. NE. ON S. EDGE OF RIDGE.
 JK1231'
 JK1231'STATION MARK--STANDARD TABLET SET IN BOULDER FLUSH WITH GROUND AND
 JK1231'STAMPED ---CRCP-1 1947---.
 JK1231'
 JK1231'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1175 ***********************************************************************
 JK1175  DESIGNATION -  CRCSP 1
 JK1175  PID         -  JK1175
 JK1175  STATE/COUNTY-  CO/PUEBLO
 JK1175  USGS QUAD   -  FOUNTAIN SE (1975)
 JK1175
 JK1175                         *CURRENT SURVEY CONTROL
 JK1175  ___________________________________________________________________
 JK1175* NAD 83(1992)-  38 30 24.64564(N)    104 33 55.79526(W)     ADJUSTED  
 JK1175* NAVD 88     -      1605.     (meters)    5266.     (feet)  SCALED    
 JK1175  ___________________________________________________________________
 JK1175  LAPLACE CORR-          -6.69  (seconds)                    DEFLEC99
 JK1175  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 JK1175
 JK1175  HORZ ORDER  -  THIRD
 JK1175
 JK1175.The horizontal coordinates were established by classical geodetic methods
 JK1175.and adjusted by the National Geodetic Survey in January 1993..
 JK1175
 JK1175.The orthometric height was scaled from a topographic map.
 JK1175
 JK1175.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1175
 JK1175.The geoid height was determined by GEOID03.
 JK1175
 JK1175;                    North         East     Units Scale Factor Converg.
 JK1175;SPC CO S     -   509,446.904   995,913.049   MT  1.00001424   +0 34 23.5
 JK1175;SPC CO S     - 1,671,410.38  3,267,424.73   sFT  1.00001424   +0 34 23.5
 JK1175;SPC CO C     -   379,984.963   995,910.938   MT  0.99998931   +0 35 21.8
 JK1175;SPC CO C     - 1,246,667.33  3,267,417.80   sFT  0.99998931   +0 35 21.8
 JK1175;UTM  13      - 4,262,142.508   537,884.087   MT  0.99961767   +0 16 13.9
 JK1175
 JK1175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1175!SPC CO S     -   0.99975123  x   1.00001424  =   0.99976547
 JK1175!SPC CO C     -   0.99975123  x   0.99998931  =   0.99974055
 JK1175!UTM  13      -   0.99975123  x   0.99961767  =   0.99936900
 JK1175
 JK1175:                Primary Azimuth Mark                     Grid Az
 JK1175:SPC CO S     -  CRHSP 1                                  347 03 42.8
 JK1175:SPC CO C     -  CRHSP 1                                  347 02 44.5
 JK1175:UTM  13      -  CRHSP 1                                  347 21 52.4
 JK1175
 JK1175|---------------------------------------------------------------------|
 JK1175| PID    Reference Object                     Distance      Geod. Az  |
 JK1175|                                                           dddmmss.s |
 JK1175| JK1177 CRHSP 1                             APPROX. 4.0 KM 3473806.3 |
 JK1175|---------------------------------------------------------------------|
 JK1175
 JK1175                          SUPERSEDED SURVEY CONTROL
 JK1175
 JK1175  NAD 83(1986)-  38 30 24.62807(N)    104 33 55.78944(W) AD(       ) 3
 JK1175  NAD 27      -  38 30 24.63283(N)    104 33 53.89303(W) AD(       ) 3
 JK1175
 JK1175.Superseded values are not recommended for survey control.
 JK1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1175.See file dsdata.txt to determine how the superseded data were derived.
 JK1175
 JK1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC3788462143(NAD 83)
 JK1175_MARKER: DD = SURVEY DISK
 JK1175_SETTING: 0 = UNSPECIFIED SETTING
 JK1175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK1175
 JK1175  HISTORY     - Date     Condition        Report By
 JK1175  HISTORY     - 1947     MONUMENTED       USFS
 JK1175
 JK1175                          STATION DESCRIPTION
 JK1175
 JK1175'DESCRIBED BY US FOREST SERVICE 1947
 JK1175'THE STATION IS LOCATED IN SEC. 4, T 18 S, R 64 W.  IT IS BEST
 JK1175'REACHED FROM BUTTES, COLORADO, A SMALL STATION ON THE SANTA FE
 JK1175'RAILROAD S. OF COLORADO SPRINGS, COLORADO.  LEAVING HIGHWAYS 85 AND
 JK1175'87 AT BUTTES AND AFTER CROSSING THE TRACKS, TURN N. FOR 1.5 MI.
 JK1175'CROSSING BRIDGE OVER FOUNTAIN CREEK.  TURN S. ALONG E. BANK OF CREEK
 JK1175'FOR 3 MI. TO SECTION LINE RD. E.  GO E. 1.8 MI. TO NATURAL GAS
 JK1175'PIPELINE, PROCEEDING S. ALONG THE PIPELINE FOR 5.5 MI.  STATION
 JK1175'LIES 0.3 MI. W. ON TOP OF THE MOST SOUTHERLY OF TWO CONICAL BUTTES.
 JK1175'
 JK1175'STATION MARK--STANDARD U.S. DEPARTMENT OF AGRICULTURE (FOREST SERVICE)
 JK1175'BRONZE BM SET IN THE TOP OF A PRECAST CONCRETE POST AND SET FLUSH WITH
 JK1175'THE GROUND.
 JK1175'
 JK1175'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0725 ***********************************************************************
 KL0725  DESIGNATION -  CREEL
 KL0725  PID         -  KL0725
 KL0725  STATE/COUNTY-  CO/GARFIELD
 KL0725  USGS QUAD   -  SILT (1987)
 KL0725
 KL0725                         *CURRENT SURVEY CONTROL
 KL0725  ___________________________________________________________________
 KL0725* NAD 83(1992)-  39 35 13.80920(N)    107 44 55.18087(W)     ADJUSTED  
 KL0725* NAVD 88     -      1829.2    (meters)    6001.     (feet)  VERTCON   
 KL0725  ___________________________________________________________________
 KL0725  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 KL0725  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 KL0725
 KL0725  HORZ ORDER  -  THIRD
 KL0725
 KL0725.The horizontal coordinates were established by classical geodetic methods
 KL0725.and adjusted by the National Geodetic Survey in January 1993..
 KL0725
 KL0725.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0725
 KL0725.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0725
 KL0725.The geoid height was determined by GEOID03.
 KL0725
 KL0725;                    North         East     Units Scale Factor Converg.
 KL0725;SPC CO C     -   501,884.004   721,253.765   MT  0.99997184   -1 25 05.5
 KL0725;SPC CO C     - 1,646,597.77  2,366,313.39   sFT  0.99997184   -1 25 05.5
 KL0725;UTM  13      - 4,385,548.326   263,951.091   MT  1.00028606   -1 45 08.6
 KL0725
 KL0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0725!SPC CO C     -   0.99971556  x   0.99997184  =   0.99968741
 KL0725!UTM  13      -   0.99971556  x   1.00028606  =   1.00000154
 KL0725
 KL0725:                Primary Azimuth Mark                     Grid Az
 KL0725:SPC CO C     -  MICKKELSON                               346 22 15.6
 KL0725:UTM  13      -  MICKKELSON                               346 42 18.7
 KL0725
 KL0725|---------------------------------------------------------------------|
 KL0725| PID    Reference Object                     Distance      Geod. Az  |
 KL0725|                                                           dddmmss.s |
 KL0725| KL0735 MICKKELSON                          APPROX. 3.4 KM 3445710.1 |
 KL0725|---------------------------------------------------------------------|
 KL0725
 KL0725                          SUPERSEDED SURVEY CONTROL
 KL0725
 KL0725  NAD 83(1986)-  39 35 13.80276(N)    107 44 55.17303(W) AD(       ) 3
 KL0725  NAD 27      -  39 35 13.87545(N)    107 44 52.94814(W) AD(       ) 3
 KL0725  NGVD 29 (07/19/86) 1828.0    (m)         5997.     (f) VERT ANG       
 KL0725
 KL0725.Superseded values are not recommended for survey control.
 KL0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0725.See file dsdata.txt to determine how the superseded data were derived.
 KL0725
 KL0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD6395185548(NAD 83)
 KL0725_MARKER: DD = SURVEY DISK
 KL0725_SETTING: 66 = SET IN ROCK OUTCROP
 KL0725_SP_SET: SET IN ROCK OUTCROP
 KL0725_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0725+STABILITY: POSITION/ELEVATION WELL
 KL0725
 KL0725  HISTORY     - Date     Condition        Report By
 KL0725  HISTORY     - 1950     MONUMENTED       USGS
 KL0725
 KL0725                          STATION DESCRIPTION
 KL0725
 KL0725'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KL0725'STATION IS LOCATED ABOUT 3 MI. N. AND 1 MI. E. OF TOWN OF RIFLE,
 KL0725'COLORADO, ON A HIGH KNOLL.
 KL0725'
 KL0725'TO REACH STATION FROM P.O. IN TOWN OF RIFLE, FOLLOW COLORADO STATE
 KL0725'HIGHWAY 13 N. FOR 0.3 MI.  JUST BEFORE CROSSING BRIDGE, TURN RIGHT
 KL0725'ON NINTH STREET AND FOLLOW GRAVEL RD. FOR 1.1 MI.  TURN LEFT ONTO
 KL0725'DIRT RD. AND FOLLOW THIS RD. FOR 1.9 MI. TO FORK.  TAKE LEFT FORK
 KL0725'AND PROCEED 1.1 MI. TO ANOTHER FORK.  TAKE LEFT FORK AGAIN AND AT
 KL0725'0.6 MI. TAKE RIGHT FORK.  AT 0.25 MI. TAKE LEFT FORK ONTO DIM RD.
 KL0725'AND FOLLOW THIS RD. 0.1 MI. TO STATION.  STATION IS LOCATED ABOUT 70
 KL0725'FT. SE. OF HIGH POINT OF KNOLL.
 KL0725'
 KL0725'STATION MARK--STANDARD TABLET, CEMENTED IN FLAT ROCK WHICH IS AT SAME
 KL0725'LEVEL AS GROUND.  TABLET IS STAMPED ---R-CREEL 1950---.
 KL0725'
 KL0725'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0496 ***********************************************************************
 KJ0496  CBN         -  This is a Cooperative Base Network Control Station.
 KJ0496  DESIGNATION -  CREST
 KJ0496  PID         -  KJ0496
 KJ0496  STATE/COUNTY-  CO/LINCOLN
 KJ0496  USGS QUAD   -  CLIFFORD (1979)
 KJ0496
 KJ0496                         *CURRENT SURVEY CONTROL
 KJ0496  ___________________________________________________________________
 KJ0496* NAD 83(1992)-  39 00 26.82312(N)    103 17 43.12794(W)     ADJUSTED  
 KJ0496* NAVD 88     -      1510.4    (meters)    4955.     (feet)  GPS OBS   
 KJ0496  ___________________________________________________________________
 KJ0496  X           -  -1,141,563.437 (meters)                     COMP
 KJ0496  Y           -  -4,830,918.198 (meters)                     COMP
 KJ0496  Z           -   3,993,897.117 (meters)                     COMP
 KJ0496  LAPLACE CORR-          -4.70  (seconds)                    DEFLEC99
 KJ0496  ELLIP HEIGHT-        1489.15  (meters)          (10/21/02) GPS OBS
 KJ0496  GEOID HEIGHT-         -21.27  (meters)                     GEOID03
 KJ0496
 KJ0496  HORZ ORDER  -  B
 KJ0496  ELLP ORDER  -  FOURTH    CLASS II
 KJ0496
 KJ0496.The horizontal coordinates were established by GPS observations
 KJ0496.and adjusted by the National Geodetic Survey in May 1992..
 KJ0496
 KJ0496.The orthometric height was determined by GPS observations and a
 KJ0496.high-resolution geoid model.
 KJ0496
 KJ0496.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KJ0496
 KJ0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0496
 KJ0496.The ellipsoidal height was determined by GPS observations
 KJ0496.and is referenced to NAD 83.
 KJ0496
 KJ0496.The geoid height was determined by GEOID03.
 KJ0496
 KJ0496;                    North         East     Units Scale Factor Converg.
 KJ0496;SPC CO C     -   437,452.843 1,105,335.148   MT  0.99993724   +1 23 25.7
 KJ0496;SPC CO C     - 1,435,209.87  3,626,420.40   sFT  0.99993724   +1 23 25.7
 KJ0496;UTM  13      - 4,318,985.687   647,600.899   MT  0.99986826   +1 04 23.4
 KJ0496
 KJ0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0496!SPC CO C     -   0.99976641  x   0.99993724  =   0.99970367
 KJ0496!UTM  13      -   0.99976641  x   0.99986826  =   0.99963470
 KJ0496
 KJ0496:                Primary Azimuth Mark                     Grid Az
 KJ0496:SPC CO C     -  CREST AZ MK                              134 29 07.8
 KJ0496:UTM  13      -  CREST AZ MK                              134 48 10.1
 KJ0496
 KJ0496|---------------------------------------------------------------------|
 KJ0496| PID    Reference Object                     Distance      Geod. Az  |
 KJ0496|                                                           dddmmss.s |
 KJ0496| CP6912 CREST AZ MK                                        1355233.5 |
 KJ0496| CP6913 CREST RM 1                           10.885 METERS 22325     |
 KJ0496| CP6914 CREST RM 2                            9.384 METERS 31151     |
 KJ0496|---------------------------------------------------------------------|
 KJ0496
 KJ0496                          SUPERSEDED SURVEY CONTROL
 KJ0496
 KJ0496  ELLIP H (05/26/92) 1489.15   (m)                       GP(       ) 4 1
 KJ0496  NAD 83(1986)-  39 00 26.82308(N)    103 17 43.11819(W) AD(       ) 3
 KJ0496  NAD 27      -  39 00 26.85059(N)    103 17 41.32963(W) AD(       ) 3
 KJ0496  NGVD 29 (06/11/92) 1509.6    (m)         4953.     (f) GPS OBS        
 KJ0496
 KJ0496.Superseded values are not recommended for survey control.
 KJ0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0496.See file dsdata.txt to determine how the superseded data were derived.
 KJ0496
 KJ0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD4760118986(NAD 83)
 KJ0496_MARKER: DS = TRIANGULATION STATION DISK
 KJ0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0496_SP_SET: CONCRETE POST
 KJ0496_STAMPING: CREST 1954
 KJ0496_MARK LOGO: CGS   
 KJ0496_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KJ0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0496+STABILITY: SURFACE MOTION
 KJ0496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0496+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1996
 KJ0496
 KJ0496  HISTORY     - Date     Condition        Report By
 KJ0496  HISTORY     - 1954     MONUMENTED       CGS
 KJ0496  HISTORY     - 1954     GOOD             CGS
 KJ0496  HISTORY     - 19910420 GOOD             NGS
 KJ0496  HISTORY     - 19920901 GOOD             CODH
 KJ0496  HISTORY     - 19930720 GOOD             CODOT
 KJ0496  HISTORY     - 19960124 GOOD             CODOT
 KJ0496
 KJ0496                          STATION DESCRIPTION
 KJ0496
 KJ0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 KJ0496'STATION IS LOCATED, AIRLINE, ABOUT 13 MILES SOUTHEAST OF
 KJ0496'HUGO, 20 MILES NORTHWEST OF WILD HORSE, ON THE SOUTHWEST SIDE
 KJ0496'OF U.S. HIGHWAYS 40 AND 287 AND WHERE THE HIGHWAY PASSES OVER
 KJ0496'THE CREST OF A PROMINENT RIDGE.
 KJ0496'
 KJ0496'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE IN
 KJ0496'WILD HORSE, GO WEST AND NORTHWEST ON U.S. HIGHWAY 40 AND 287
 KJ0496'FOR 19.7 MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTHWEST
 KJ0496'FOR 0.5 MILE TO THE CREST OF THE RIDGE AND THE STATION ON THE
 KJ0496'LEFT.
 KJ0496'
 KJ0496'STATION MARK, STAMPED CREST 1954, IS A STANDARD DISK SET
 KJ0496'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 KJ0496'3 INCHES.  IT IS IN PASTURE LAND, 96.0 FEET SOUTHWEST OF THE
 KJ0496'CENTERLINE OF THE HIGHWAY, 51.0 FEET SOUTHWEST OF THE FENCE
 KJ0496'LINE AND 6.0 FEET NORTHEAST OF A WITNESS POST.
 KJ0496'
 KJ0496'REFERENCE MARK NUMBER 1, STAMPED CREST NO 1 1954, IS A STANDARD
 KJ0496'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 KJ0496'PROJECTS 3 INCHES AND IS AT ABOUT THE SAME ELEVATION AS THE
 KJ0496'STATION.  IT IS 2.0 FEET SOUTHWEST OF A COW PATH.
 KJ0496'
 KJ0496'REFERENCE MARK NUMBER 2, STAMPED CREST NO 2 1954, IS A STANDARD
 KJ0496'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 KJ0496'3 INCHES AND IS AT ABOUT THE SAME ELEVATION AS THE STATION.
 KJ0496'IT IS 57.0 FEET SOUTHWEST OF THE FENCE LINE.
 KJ0496'
 KJ0496'AZIMUTH MARK, STAMPED CREST 1954, IS A STANDARD DISK SET IN
 KJ0496'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 3
 KJ0496'INCHES.  IT IS ON A LITTLE KNOLL, 110.0 FEET SOUTHWEST OF THE
 KJ0496'CENTERLINE OF THE HIGHWAY AND 45.0 FEET SOUTHWEST OF THE FENCE
 KJ0496'LINE.
 KJ0496'
 KJ0496'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 KJ0496
 KJ0496                          STATION RECOVERY (1954)
 KJ0496
 KJ0496'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 KJ0496'RECOVERED IN GOOD CONDITION.
 KJ0496
 KJ0496                          STATION RECOVERY (1991)
 KJ0496
 KJ0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KJ0496'STATION IS LOCATED ABOUT 21 KM (13.0 MI) SOUTHEAST OF HUGO, 21 KM
 KJ0496'(13.0 MI) NORTHWEST OF AROYA, 10 KM (6.2 MI) NORTH OF BOYERO, ON A
 KJ0496'PROMINENT RIDGE, ALONG US HIGHWAYS 40 AND 287, AT MILE 412.1, IN
 KJ0496'FENCED RANGE, IN THE NORTHEAST 1/4 OF SECTION 14, T 12 S, R 53 W.
 KJ0496'OWNERSHIP--ERNIE AND JULIE DILL, 20400 ELBERT ROAD, ELBERT, CO 80106.
 KJ0496'TO REACH FROM THE JUNCTION OF US HIGHWAYS 40, 287 AND STATE HIGHWAY 94
 KJ0496'JUST EAST OF AROYA, GO NORTHWEST ON HIGHWAYS 40 AND 287 FOR 5.1 KM
 KJ0496'(3.2 MI) TO THE LINCOLN-CHEYENNE COUNTY LINE.  CONTINUE AHEAD FOR
 KJ0496'13.71 KM (8.52 MI) TO A DIRT CROSSROAD (COUNTY ROAD 63).  CONTINUE
 KJ0496'AHEAD FOR 2.49 KM (1.55 MI) TO TOP OF GRADE AND STATION ON THE LEFT.
 KJ0496'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST
 KJ0496'PROJECTING 25 CM.  IT IS 32.8 M (107.6 FT) SOUTHWEST OF, AND 1.5 M
 KJ0496'(4.9 FT) HIGHER THAN THE HIGHWAY CENTER, 17.7 M (58.1 FT) SOUTHWEST
 KJ0496'OF THE RIGHT-OF-WAY FENCE, 20.5 M (67.3 FT) NORTH OF A DIM TRACK ROAD
 KJ0496'CURVING SOUTH, 2.5 M (8.2 FT) NORTHWEST OF THE ORIGINAL WOOD WITNESS
 KJ0496'POST AND 1.0 M (3.3 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.
 KJ0496'DESCRIBED BY G.R.HEID
 KJ0496
 KJ0496                          STATION RECOVERY (1992)
 KJ0496
 KJ0496'RECOVERY NOTE BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1992 (JPC)
 KJ0496'RECOVERED AS DESCRIBED.
 KJ0496
 KJ0496                          STATION RECOVERY (1993)
 KJ0496
 KJ0496'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1993 (KAW)
 KJ0496'RECOVERED AS DESCRIBED.
 KJ0496
 KJ0496                          STATION RECOVERY (1996)
 KJ0496
 KJ0496'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (KAW)
 KJ0496'RECOVERED AS DESCRIBED.  CONCRETE POST IS SQUARE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1206 ***********************************************************************
 LL1206  DESIGNATION -  CREST
 LL1206  PID         -  LL1206
 LL1206  STATE/COUNTY-  CO/WELD
 LL1206  USGS QUAD   -  OMAR (1978)
 LL1206
 LL1206                         *CURRENT SURVEY CONTROL
 LL1206  ___________________________________________________________________
 LL1206* NAD 83(1992)-  40 12 42.14585(N)    104 11 10.38800(W)     ADJUSTED  
 LL1206* NAVD 88     -      1467.     (meters)    4813.     (feet)  SCALED    
 LL1206  ___________________________________________________________________
 LL1206  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 LL1206  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 LL1206
 LL1206  HORZ ORDER  -  FIRST
 LL1206
 LL1206.The horizontal coordinates were established by classical geodetic methods
 LL1206.and adjusted by the National Geodetic Survey in January 1993..
 LL1206
 LL1206.The orthometric height was scaled from a topographic map.
 LL1206
 LL1206.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1206
 LL1206.The geoid height was determined by GEOID03.
 LL1206
 LL1206;                    North         East     Units Scale Factor Converg.
 LL1206;SPC CO N     -   403,155.261 1,026,234.538   MT  0.99995708   +0 50 56.0
 LL1206;SPC CO N     - 1,322,685.22  3,366,904.48   sFT  0.99995708   +0 50 56.0
 LL1206;UTM  13      - 4,451,572.588   569,249.505   MT  0.99965903   +0 31 31.5
 LL1206
 LL1206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1206!SPC CO N     -   0.99977294  x   0.99995708  =   0.99973003
 LL1206!UTM  13      -   0.99977294  x   0.99965903  =   0.99943205
 LL1206
 LL1206:                Primary Azimuth Mark                     Grid Az
 LL1206:SPC CO N     -  CREST AZ MK                              013 59 27.7
 LL1206:UTM  13      -  CREST AZ MK                              014 18 52.2
 LL1206
 LL1206|---------------------------------------------------------------------|
 LL1206| PID    Reference Object                     Distance      Geod. Az  |
 LL1206|                                                           dddmmss.s |
 LL1206| CP6909 CREST AZ MK                                        0145023.7 |
 LL1206| CP6911 CREST RM 1                           20.333 METERS 20209     |
 LL1206| CP6910 CREST RM 2                           22.218 METERS 27643     |
 LL1206| LL1207 CREST AZ MK 2                       APPROX. 1.5 KM 3395725.5 |
 LL1206|---------------------------------------------------------------------|
 LL1206
 LL1206                          SUPERSEDED SURVEY CONTROL
 LL1206
 LL1206  NAD 83(1986)-  40 12 42.13517(N)    104 11 10.38798(W) AD(       ) 1
 LL1206  NAD 27      -  40 12 42.20700(N)    104 11 08.56700(W) AD(       ) 1
 LL1206
 LL1206.Superseded values are not recommended for survey control.
 LL1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1206.See file dsdata.txt to determine how the superseded data were derived.
 LL1206
 LL1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE6925051573(NAD 83)
 LL1206_MARKER: DS = TRIANGULATION STATION DISK
 LL1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1206
 LL1206  HISTORY     - Date     Condition        Report By
 LL1206  HISTORY     - 1935     MONUMENTED       CGS
 LL1206  HISTORY     - 1949     GOOD             USGS
 LL1206  HISTORY     - 1954     GOOD             FAS
 LL1206  HISTORY     - 1976     GOOD             NGS
 LL1206  HISTORY     - 1977     GOOD             NGS
 LL1206
 LL1206                          STATION DESCRIPTION
 LL1206
 LL1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LL1206'STATION IS ABOUT 6 MILES WEST AND 1-1/2 MILES SOUTH OF WIGGINS,
 LL1206'IN THE SOUTHWEST QUARTER OF SEC. 23, T. 3 N., R. 61 W., (APPROX.).
 LL1206'THE STATION IS LOCATED ON THE HIGHEST POINT OF A SANDY RIDGE, 2
 LL1206'MILES WEST OF THE COUNTY LINE, 2 MILES NORTH OF THE CHICAGO,
 LL1206'BURLINGTON AND QUINCY RAILROAD, 1-1/2 MILES SOUTH OF STATE
 LL1206'HIGHWAY 81, 251 FEET EAST OF A SECTION-LINE FENCE, AND 242 FEET
 LL1206'SOUTH OF A HALF SECTION-LINE FENCE.  THE MARK PROJECTS 3 INCHES.
 LL1206'
 LL1206'REFERENCE MARK NO. 1, IS SOUTH-SOUTHWEST OF THE
 LL1206'STATION AND IS FLUSH WITH THE GROUND.
 LL1206'
 LL1206'*THE OTHER REFERENCE MARK, IS WEST OF THE STATION.  IT
 LL1206'IS NOT NUMBERED.  THE MARK PROJECTS 1 INCH.
 LL1206'
 LL1206'THE AZIMUTH MARK, IS ABOUT 1-1/2 MILES NORTH-NORTHEAST
 LL1206'OF THE STATION.  IT IS ABOUT 0.5 MILE EAST OF THE POINT WHERE THE
 LL1206'HIGHWAY CROSSES THE TOP OF THE RIDGE 1-1/2 MILES NORTH OF THE
 LL1206'STATION AND IS ABOUT 5.3 MILES WEST OF WIGGINS.  IT IS 63 FEET
 LL1206'NORTH OF THE CENTER OF STATE HIGHWAY 81 AND 2 FEET SOUTH OF THE
 LL1206'NORTH RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6 INCHES.
 LL1206'
 LL1206'THE STATION IS REACHED FROM WIGGINS BY GOING WEST ON STATE
 LL1206'HIGHWAY 81 FOR 6.0 MILES, TURN LEFT OFF THE HIGHWAY ON A RANCH
 LL1206'ROAD, JOG EAST AND SOUTH AROUND A FENCED LOT EAST OF SOME
 LL1206'RANCH BUILDINGS 0.2 MILE, PICK UP A TRAIL AND FOLLOW IT
 LL1206'SOUTHEASTERLY UP THE SIDE OF THE HILL 0.5 MILE TO A T-FENCE
 LL1206'INTERSECTION, CROSS THE WEST STEM AND DRIVE SOUTH ALONG
 LL1206'THE WEST SIDE OF THE FENCE 0.5 MILE, PASS THROUGH A WIRE GATE
 LL1206'AND CONTINUE SOUTH ALONG THE EAST SIDE OF THE FENCE 0.5
 LL1206'MILE TO A 4-WAY FENCE CORNER, PASS THROUGH A WIRE GATE AND DRIVE
 LL1206'SOUTHEAST ABOUT 115 YARDS TO THE TOP OF THE HILL AND THE
 LL1206'STATION.
 LL1206'
 LL1206'A 4-FOOT STAND CLEARED ALL LINES.
 LL1206
 LL1206                          STATION RECOVERY (1949)
 LL1206
 LL1206'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 LL1206'RECOVERED AND REDESCRIBED AS FOLLOWS
 LL1206'
 LL1206'STATION LOCATED IN SEC. 23, T 3 N, R 61 W, 6.2 MI. (AIRLINE) WSW. OF
 LL1206'CENTER OF WIGGINS AND 10.4 MI. (AIRLINE) ENE. OF ROGGEN.
 LL1206'
 LL1206'TO REACH STATION FROM WIGGINS, PROCEED W. ALONG U.S. HIGHWAY 6 6.2
 LL1206'MI. TO A DIM TRAIL RD. S., TURN LEFT (S.) PASS THROUGH A FIELD GATE
 LL1206'AND PROCEED SSE. 0.8 MI. ALONG DIM RD. TO A CROSS FENCE JUNCTION,
 LL1206'PASS THROUGH TWO FIELD GATES AND PROCEED 383.5 FT. TO TOP OF LOW
 LL1206'ROLLING HILL AND STATION.
 LL1206'
 LL1206'STATION MARK--STANDARD USC AND GS DISK, SET IN CONCRETE POST,
 LL1206'PROJECTING 3 IN.
 LL1206'
 LL1206'REFERENCE MARKS--NONE.
 LL1206
 LL1206                          STATION RECOVERY (1954)
 LL1206
 LL1206'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1954
 LL1206'STATION AND R.M.S 1 AND 2 RECOVERED IN GOOD CONDITION.
 LL1206'
 LL1206'TO REACH THE STATION FROM WIGGINS, COLO., GO WEST ON STATE
 LL1206'HIGHWAY NO. 6 FOR 6.0 MILES (INSTEAD ON HIGHWAY NO. 81).
 LL1206
 LL1206                          STATION RECOVERY (1976)
 LL1206
 LL1206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LL1206'STATION MARK, REFERENCE MARKS 1 AND 2 WERE FOUND AND ARE IN GOOD
 LL1206'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND AND WAS PROBABLY
 LL1206'DESTROYED DURING THE CONSTRUCTION OF INTERSTATE HIGHWAY 76.
 LL1206'DISTANCE AND DIRECTION TO REFERENCE MARKS CHECKED ADEQUATELY.
 LL1206'NO SUITABLE PLACE FOR A NEW AZIMUTH MARK AT THIS TIME.
 LL1206'
 LL1206'LAND ON WHICH STATION IS ESTABLISHED IS NOW OWNED BY A MR. CHARLES
 LL1206'KENT KINGSBURY WHO LIVES IN MASTERS, COLORADO, PHONE NO.
 LL1206'303-645-2225 AND MAILING ADDRESS IS ORCHARD, COLORADO 80649.
 LL1206'
 LL1206'STATION IS REACHED FROM THE POST OFFICE IN WIGGINS.  GO WESTERLY ON
 LL1206'THE MAIN STREET AND SURFACED ROAD FOR 0.85 MILE TO THE WEST WIGGINS
 LL1206'EXCHANGE OF INTESTATE HIGHWAY 76.  GO SOUTHWESTERLY ON INTERSTATE
 LL1206'HIGHWAY 76 FOR 2.95 MILES TO THE MORGAN-WELD COUNTY LINE.
 LL1206'CONTINUE STRAIGHT AHEAD ON THE HIGHWAY FOR 0.95 MILE TO THE
 LL1206'ORCHARD ROAD EXIT.  CONTINUE ON THE ORCHARD ROAD EXIT ROAD FOR
 LL1206'0.1 MILE TO A STOP SIGN.  TURN LEFT AND GO SOUTH-SOUTHEAST, PASSING
 LL1206'BENEATH A HIGHWAY OVERPASS FOR 0.1 MILE TO A METAL GATE WHICH IS
 LL1206'LOCKED.  (KEY MAY BE OBTAINED FROM MR. KINGSBURY MENTIONED ABOVE)
 LL1206'PASS THROUGH THE GATE AND GO SOUTH-SOUTHEAST AND SOUTHWEST
 LL1206'ON A GOOD AND WELL TRAVELED TRACK ROAD FOR 0.8 MILE TO A ROADS FORK.
 LL1206'KEEP RIGHT AND CONTINUE ON A TRACK ROAD FOR 0.1 MILE
 LL1206'TO A WINDMILL AND STOCK PEN.  CONTINUE IN A SOUTH-SOUTHWESTERLY
 LL1206'DIRECTION ACROSS COUNTRY FOR 0.85 MILE TO THE TOP OF A RIDGE AND
 LL1206'STATION.
 LL1206'
 LL1206'STATION MARK IS A STANDARD STATION MARK DISK, STAMPED CREST 1935, SET
 LL1206'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 3
 LL1206'INCHES.  MARK IS 0.05 MILE NORTH-NORTHEAST OF A FENCELINE AND 1
 LL1206'FOOT NORTHEAST OF A METAL WITNESS POST.
 LL1206'
 LL1206'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK, STAMPED
 LL1206'CREST NO 1 1935, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH
 LL1206'WITH THE GROUND.  MARK IS 1 FOOT EAST OF A METAL WITNESS POST.
 LL1206'
 LL1206'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 LL1206'CREST 1935, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH
 LL1206'THE GROUND.  MARK IS 1 FOOT EAST OF A METAL WITNESS POST.
 LL1206'
 LL1206'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 6 MILES WSW
 LL1206'OF WIGGINS.
 LL1206
 LL1206                          STATION RECOVERY (1977)
 LL1206
 LL1206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LL1206'STATION RECOVERED AS DESCRIBED IN THE 1976 RECOVERY NOTE OF THE
 LL1206'STATION.  STATION OCCUPIED AT THIS TIME TO TIE A NEW AZIMUTH MARK.
 LL1206'DIRECTION TO THE REFERENCE MARKS CHECKED ADEQUATELY.  REFERENCE
 LL1206'MARKS WERE NOT MEASURED AT THIS TIME.  THE 1976 RECOVERY NOTE STATED
 LL1206'THE MICROWAVE WAS AN AT AND T MICROWAVE BUT IT IS NOT.  IT IS A
 LL1206'MOUNTAIN BELL TELEPHONE COMPANY MICROWAVE.
 LL1206'
 LL1206'LAND ON WHICH STATION IS ESTABLISHED IS OWNED BY MR. KENT KINGSBURY
 LL1206'WHO LIVES IN THE SMALL SETTLEMENT OF MASTERS, COLORADO BUT HIS
 LL1206'MAILING ADDRESS AND PHONE IS ORCHARD, COLORADO.  PHONE NO.
 LL1206'303-645-2225.  ANYONE WISHING TO USE THE STATION MUST CONTACT
 LL1206'MR. KINGSBURY AND OBTAIN PERMISSION AND A KEY FOR A LOCKED GATE.
 LL1206'
 LL1206'AZIMUTH MARK IS A STANDAED AZIMUTH MARK DISK, STAMPED CREST 1935
 LL1206'1977, SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT
 LL1206'2 INCHES.  MARK IS 148 FEET NORTHWEST OF THE CENTER OF THE SOUTHWEST
 LL1206'BOUND LANE OF INTERSTATE HIGHWAY 76, 0.2 MILE SOUTHWEST OF THE
 LL1206'WIGGINS MOUNTAIN BELL TELEPHONE COMPANY MICROWAVE, 2.5 FEET
 LL1206'SOUTHEAST OF A RIGHT-OF-WAY FENCE LINE AND 2.3 FEET SOUTHEAST OF A
 LL1206'METAL WITNESS POST WITH A METAL POST A METAL WITNESS SIGN
 LL1206'ATTACHED.  MARK IS ON A SLIGHT RISE, 1.2 MILES SOUTHWEST OF THE I76
 LL1206'AND ORCHARD ROAD EXCHANGE, ON NORTHWEST SIDE OF I 76 HIGHWAY.
 LL1206'
 LL1206'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES WSW OF
 LL1206'WIGGINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0621 ***********************************************************************
 HL0621  DESIGNATION -  CREVASSE
 HL0621  PID         -  HL0621
 HL0621  STATE/COUNTY-  CO/LA PLATA
 HL0621  USGS QUAD   -  VALLECITO RESERVOIR (1971)
 HL0621
 HL0621                         *CURRENT SURVEY CONTROL
 HL0621  ___________________________________________________________________
 HL0621* NAD 83(1992)-  37 29 18.67774(N)    107 36 05.90280(W)     ADJUSTED  
 HL0621* NAVD 88     -      3754.0    (meters)   12316.     (feet)  VERTCON   
 HL0621  ___________________________________________________________________
 HL0621  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 HL0621  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 HL0621
 HL0621  HORZ ORDER  -  THIRD
 HL0621
 HL0621.The horizontal coordinates were established by classical geodetic methods
 HL0621.and adjusted by the National Geodetic Survey in January 1993..
 HL0621
 HL0621.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0621
 HL0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0621
 HL0621.The geoid height was determined by GEOID03.
 HL0621
 HL0621;                    North         East     Units Scale Factor Converg.
 HL0621;SPC CO S     -   398,103.761   728,557.431   MT  0.99996349   -1 17 20.8
 HL0621;SPC CO S     - 1,306,112.09  2,390,275.50   sFT  0.99996349   -1 17 20.8
 HL0621;UTM  13      - 4,152,247.366   269,985.001   MT  1.00025174   -1 35 02.6
 HL0621
 HL0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0621!SPC CO S     -   0.99941384  x   0.99996349  =   0.99937735
 HL0621!UTM  13      -   0.99941384  x   1.00025174  =   0.99966543
 HL0621
 HL0621:                Primary Azimuth Mark                     Grid Az
 HL0621:SPC CO S     -  GRAHAM                                   088 26 38.1
 HL0621:UTM  13      -  GRAHAM                                   088 44 19.9
 HL0621
 HL0621|---------------------------------------------------------------------|
 HL0621| PID    Reference Object                     Distance      Geod. Az  |
 HL0621|                                                           dddmmss.s |
 HL0621| HL0620 GRAHAM                              APPROX.20.0 KM 0870917.3 |
 HL0621|---------------------------------------------------------------------|
 HL0621
 HL0621                          SUPERSEDED SURVEY CONTROL
 HL0621
 HL0621  NAD 83(1986)-  37 29 18.67718(N)    107 36 05.90644(W) AD(       ) 3
 HL0621  NAD 27      -  37 29 18.67359(N)    107 36 03.66885(W) AD(       ) 3
 HL0621  NGVD 29 (07/19/86) 3752.4    (m)        12311.     (f) VERT ANG       
 HL0621
 HL0621.Superseded values are not recommended for survey control.
 HL0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0621.See file dsdata.txt to determine how the superseded data were derived.
 HL0621
 HL0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB6998552247(NAD 83)
 HL0621
 HL0621  HISTORY     - Date     Condition        Report By
 HL0621  HISTORY     - 1956     MONUMENTED       USFS
 HL0621  HISTORY     - 1960     GOOD             USFS
 HL0621
 HL0621                          STATION DESCRIPTION
 HL0621
 HL0621'DESCRIBED BY US FOREST SERVICE 1960 (AWH)
 HL0621'ON DIVIDE BETWEEN VALLECITO CREEK AND RIO FLORIDA, AND ABOUT 6 MI. N.
 HL0621'OF THE JUNCTION OF THE FORMER WITH PINE RIVER.  CAN BE BEST REACHED
 HL0621'FROM THE RIO FLORIDA SIDE, AS THE ROUTE FROM THE E. SIDE UP FALLS
 HL0621'CREEK IS VERY DIFFICULT.  IF REACHED FROM VALLECITO CREEK, THE
 HL0621'WAGON RD. SHOULD BE FOLLOWED TO FALLS CREEK, THENCE UP THE OLD TRAIL
 HL0621'ABOUT 2 MI. TO TOP OF ROCKY SPUR.  HERE LEAVE TRAIL AND FOLLOW UP N.
 HL0621'SIDE OF FALLS CREEK TO CROSSING ABOVE THE FALLS, THENCE ALONG S. SIDE
 HL0621'FOLLOW A TOLERABLY PLAIN BUT DIFFICULT GAME TRAIL.  A GOOD N-S TRAIL
 HL0621'LEADS ALONG W SIDE OF DIVIDE FOR AN UNKNOWN DISTANCE.  FOLLOW S. TO
 HL0621'LAST BARE POINT WHICH IS OF LIMESTONE FORMATION, FLAT ON TOP AND
 HL0621'CREVASSED IN ALL DIRECTIONS, BUT ESPECIALLY N. AND S.- BY VERY DEEP
 HL0621'CRACKS SEVERAL FEET IN WIDTH.
 HL0621'
 HL0621'STATION MARK - ALUMINUM TABLET SET IN SOLID ROCK.
 HL0621'
 HL0621'REFERENCE MARK - ROCK MONUMENT WIT. 6 FT. BASE AND 7 FT. HIGH FROM
 HL0621'STATION, S 81 DEG 43 MIN W, DISTANCE 8.72 FT. COLORADO SOUTH ZONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1151 ***********************************************************************
 JK1151  DESIGNATION -  CRHC 1
 JK1151  PID         -  JK1151
 JK1151  STATE/COUNTY-  CO/EL PASO
 JK1151  USGS QUAD   -  FALCON (1975)
 JK1151
 JK1151                         *CURRENT SURVEY CONTROL
 JK1151  ___________________________________________________________________
 JK1151* NAD 83(1992)-  38 52 36.14314(N)    104 37 07.83383(W)     ADJUSTED  
 JK1151* NAVD 88     -      2038.     (meters)    6686.     (feet)  SCALED    
 JK1151  ___________________________________________________________________
 JK1151  LAPLACE CORR-          -7.29  (seconds)                    DEFLEC99
 JK1151  GEOID HEIGHT-         -17.90  (meters)                     GEOID03
 JK1151
 JK1151  HORZ ORDER  -  THIRD
 JK1151
 JK1151.The horizontal coordinates were established by classical geodetic methods
 JK1151.and adjusted by the National Geodetic Survey in January 1993..
 JK1151
 JK1151.The orthometric height was scaled from a topographic map.
 JK1151
 JK1151.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1151
 JK1151.The geoid height was determined by GEOID03.
 JK1151
 JK1151;                    North         East     Units Scale Factor Converg.
 JK1151;SPC CO C     -   420,993.076   990,860.093   MT  0.99994353   +0 33 20.7
 JK1151;SPC CO C     - 1,381,208.12  3,250,846.82   sFT  0.99994353   +0 33 20.7
 JK1151;UTM  13      - 4,303,163.732   533,062.332   MT  0.99961346   +0 14 21.2
 JK1151
 JK1151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1151!SPC CO C     -   0.99968313  x   0.99994353  =   0.99962668
 JK1151!UTM  13      -   0.99968313  x   0.99961346  =   0.99929672
 JK1151
 JK1151:                Primary Azimuth Mark                     Grid Az
 JK1151:SPC CO C     -  CORRAL BLUFFS                            108 32 40.6
 JK1151:UTM  13      -  CORRAL BLUFFS                            108 51 40.1
 JK1151
 JK1151|---------------------------------------------------------------------|
 JK1151| PID    Reference Object                     Distance      Geod. Az  |
 JK1151|                                                           dddmmss.s |
 JK1151| JK1153 CORRAL BLUFFS                       APPROX. 2.3 KM 1090601.3 |
 JK1151|---------------------------------------------------------------------|
 JK1151
 JK1151                          SUPERSEDED SURVEY CONTROL
 JK1151
 JK1151  NAD 83(1986)-  38 52 36.13345(N)    104 37 07.82636(W) AD(       ) 3
 JK1151  NAD 27      -  38 52 36.15835(N)    104 37 05.93022(W) AD(       ) 3
 JK1151
 JK1151.Superseded values are not recommended for survey control.
 JK1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1151.See file dsdata.txt to determine how the superseded data were derived.
 JK1151
 JK1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED3306203164(NAD 83)
 JK1151_MARKER: DD = SURVEY DISK
 JK1151_SETTING: 0 = UNSPECIFIED SETTING
 JK1151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK1151
 JK1151  HISTORY     - Date     Condition        Report By
 JK1151  HISTORY     - 1947     MONUMENTED       USGS
 JK1151
 JK1151                          STATION DESCRIPTION
 JK1151
 JK1151'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JK1151'STATION IS LOCATED IN SEC. 36, T 13 S, R 65 W.  IT IS BEST REACHED
 JK1151'FROM FALCON, COLORADO, A SMALL STATION ON THE CHICAGO, ROCK ISLAND,
 JK1151'AND PACIFIC RAILROAD, E. OF COLORADO SPRINGS, COLORADO.  GO S. 3.6
 JK1151'MI. TO SECTION LINE RD. E.  TAKE PASTURE RD. W. THROUGH DOUBLE GATE
 JK1151'300 FT., THEN SW. 0.6 MI. ACROSS PASTURE TO N-S. FENCE AND HIGHEST
 JK1151'HILL IN VICINITY.  STATION LIES 650 FT. SW. TO OUTCROP ON TOP.
 JK1151'
 JK1151'STATION MARK--STANDARD USGS BM TABLET SET IN POURED CONCRETE POST
 JK1151'PROJECTING ABOUT 3 IN. ABOVE GROUND AND STAMPED ---CRHC-1 1947---.
 JK1151'
 JK1151'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1117 ***********************************************************************
 JK1117  DESIGNATION -  CRHP 1
 JK1117  PID         -  JK1117
 JK1117  STATE/COUNTY-  CO/PUEBLO
 JK1117  USGS QUAD   -  STEELE HOLLOW (1994)
 JK1117
 JK1117                         *CURRENT SURVEY CONTROL
 JK1117  ___________________________________________________________________
 JK1117* NAD 83(1992)-  38 29 30.95832(N)    104 39 35.02333(W)     ADJUSTED  
 JK1117* NAVD 88     -      1629.     (meters)    5344.     (feet)  SCALED    
 JK1117  ___________________________________________________________________
 JK1117  LAPLACE CORR-          -8.42  (seconds)                    DEFLEC99
 JK1117  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 JK1117
 JK1117  HORZ ORDER  -  THIRD
 JK1117
 JK1117.The horizontal coordinates were established by classical geodetic methods
 JK1117.and adjusted by the National Geodetic Survey in January 1993..
 JK1117
 JK1117.The orthometric height was scaled from a topographic map.
 JK1117
 JK1117.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1117
 JK1117.The geoid height was determined by GEOID03.
 JK1117
 JK1117;                    North         East     Units Scale Factor Converg.
 JK1117;SPC CO S     -   507,713.422   987,709.027   MT  1.00001122   +0 30 55.5
 JK1117;SPC CO S     - 1,665,723.12  3,240,508.70   sFT  1.00001122   +0 30 55.5
 JK1117;SPC CO C     -   378,249.318   987,707.563   MT  0.99999202   +0 31 47.8
 JK1117;SPC CO C     - 1,240,972.97  3,240,503.90   sFT  0.99999202   +0 31 47.8
 JK1117;UTM  13      - 4,260,453.130   529,674.282   MT  0.99961084   +0 12 42.4
 JK1117
 JK1117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1117!SPC CO S     -   0.99974741  x   1.00001122  =   0.99975863
 JK1117!SPC CO C     -   0.99974741  x   0.99999202  =   0.99973944
 JK1117!UTM  13      -   0.99974741  x   0.99961084  =   0.99935835
 JK1117
 JK1117:                Primary Azimuth Mark                     Grid Az
 JK1117:SPC CO S     -  COUNTY LINE                              285 04 16.6
 JK1117:SPC CO C     -  COUNTY LINE                              285 03 24.3
 JK1117:UTM  13      -  COUNTY LINE                              285 22 29.7
 JK1117
 JK1117|---------------------------------------------------------------------|
 JK1117| PID    Reference Object                     Distance      Geod. Az  |
 JK1117|                                                           dddmmss.s |
 JK1117| JK0316 COUNTY LINE                         APPROX.11.9 KM 2853512.1 |
 JK1117|---------------------------------------------------------------------|
 JK1117
 JK1117                          SUPERSEDED SURVEY CONTROL
 JK1117
 JK1117  NAD 83(1986)-  38 29 30.94240(N)    104 39 35.01579(W) AD(       ) 3
 JK1117  NAD 27      -  38 29 30.94538(N)    104 39 33.11343(W) AD(       ) 3
 JK1117
 JK1117.Superseded values are not recommended for survey control.
 JK1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1117.See file dsdata.txt to determine how the superseded data were derived.
 JK1117
 JK1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC2967460453(NAD 83)
 JK1117_MARKER: DD = SURVEY DISK
 JK1117_SETTING: 0 = UNSPECIFIED SETTING
 JK1117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK1117
 JK1117  HISTORY     - Date     Condition        Report By
 JK1117  HISTORY     - 1947     MONUMENTED       USGS
 JK1117
 JK1117                          STATION DESCRIPTION
 JK1117
 JK1117'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JK1117'THE STATION IS LOCATED IN THE SE. 1/4 OF SEC. 9, T 18 S, R 65 W.
 JK1117'
 JK1117'THE STATION IS BEST REACHED FROM PINON, COLORADO, A STATION ON THE
 JK1117'SANTA FE RAILROAD AND ABOUT 30 MI. S. OF COLORADO SPRINGS, FROM THE
 JK1117'RAILROAD STATION AT PINON PROCEED 0.1 MI. W. AND CROSS U.S. HIGHWAYS
 JK1117'85 AND 87.  CONTINUE W. FOR 1.6 MI. ALONG RANCH RD. TO Y-RD.  TAKE
 JK1117'THE FORK LEADING NNW. AND CONTINUE 1.8 MI. TO RD. FORK.  PROCEED 1.6
 JK1117'MI. NW. FROM RD. FORKS, TAKING DIM RANCH RD. 0.8 MI. NW. TO E-W.
 JK1117'FENCE AND GATE.  THENCE 1 MI. N. TO E-W. FENCE.  STATION LIES 0.2 MI.
 JK1117'NE. FROM FENCE.
 JK1117'
 JK1117'STATION MARK--STANDARD USGS BRONZE BM TABLET SET IN POURED CONCRETE
 JK1117'POST PROJECTING ABOUT 1-1/2 IN. ABOVE THE SURFACE OF THE GROUND AND
 JK1117'STAMPED ---CRHP-1 1947---.
 JK1117'
 JK1117'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1118 ***********************************************************************
 JK1118  DESIGNATION -  CRHP 2
 JK1118  PID         -  JK1118
 JK1118  STATE/COUNTY-  CO/PUEBLO
 JK1118  USGS QUAD   -  STEELE HOLLOW (1994)
 JK1118
 JK1118                         *CURRENT SURVEY CONTROL
 JK1118  ___________________________________________________________________
 JK1118* NAD 83(1992)-  38 29 51.45323(N)    104 40 52.23289(W)     ADJUSTED  
 JK1118* NAVD 88     -      1659.     (meters)    5443.     (feet)  SCALED    
 JK1118  ___________________________________________________________________
 JK1118  LAPLACE CORR-          -8.84  (seconds)                    DEFLEC99
 JK1118  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 JK1118
 JK1118  HORZ ORDER  -  THIRD
 JK1118
 JK1118.The horizontal coordinates were established by classical geodetic methods
 JK1118.and adjusted by the National Geodetic Survey in January 1993..
 JK1118
 JK1118.The orthometric height was scaled from a topographic map.
 JK1118
 JK1118.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1118
 JK1118.The geoid height was determined by GEOID03.
 JK1118
 JK1118;                    North         East     Units Scale Factor Converg.
 JK1118;SPC CO S     -   508,328.748   985,832.442   MT  1.00001237   +0 30 08.1
 JK1118;SPC CO S     - 1,667,741.90  3,234,351.94   sFT  1.00001237   +0 30 08.1
 JK1118;SPC CO C     -   378,864.162   985,830.862   MT  0.99999098   +0 30 59.1
 JK1118;SPC CO C     - 1,242,990.17  3,234,346.75   sFT  0.99999098   +0 30 59.1
 JK1118;UTM  13      - 4,261,078.143   527,801.737   MT  0.99960952   +0 11 54.5
 JK1118
 JK1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1118!SPC CO S     -   0.99974269  x   1.00001237  =   0.99975506
 JK1118!SPC CO C     -   0.99974269  x   0.99999098  =   0.99973367
 JK1118!UTM  13      -   0.99974269  x   0.99960952  =   0.99935231
 JK1118
 JK1118:                Primary Azimuth Mark                     Grid Az
 JK1118:SPC CO S     -  COUNTY LINE                              284 27 33.6
 JK1118:SPC CO C     -  COUNTY LINE                              284 26 42.6
 JK1118:UTM  13      -  COUNTY LINE                              284 45 47.2
 JK1118
 JK1118|---------------------------------------------------------------------|
 JK1118| PID    Reference Object                     Distance      Geod. Az  |
 JK1118|                                                           dddmmss.s |
 JK1118| JK0316 COUNTY LINE                         APPROX. 9.9 KM 2845741.7 |
 JK1118|---------------------------------------------------------------------|
 JK1118
 JK1118                          SUPERSEDED SURVEY CONTROL
 JK1118
 JK1118  NAD 83(1986)-  38 29 51.43736(N)    104 40 52.22503(W) AD(       ) 3
 JK1118  NAD 27      -  38 29 51.44051(N)    104 40 50.32063(W) AD(       ) 3
 JK1118
 JK1118.Superseded values are not recommended for survey control.
 JK1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1118.See file dsdata.txt to determine how the superseded data were derived.
 JK1118
 JK1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC2780261078(NAD 83)
 JK1118_MARKER: DD = SURVEY DISK
 JK1118_SETTING: 0 = UNSPECIFIED SETTING
 JK1118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK1118
 JK1118  HISTORY     - Date     Condition        Report By
 JK1118  HISTORY     - 1947     MONUMENTED       USGS
 JK1118
 JK1118                          STATION DESCRIPTION
 JK1118
 JK1118'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JK1118'THE STATION IS LOCATED IN THE CORNER OF SECS. 8 AND 9, T 18 S, R 64 W.
 JK1118'
 JK1118'THE STATION IS BEST REACHED FROM PINON, COLORADO, A STATION ON THE
 JK1118'SANTA FE RAILROAD AND ABOUT 30 MI. S. OF COLORADO SPRINGS.  FROM THE
 JK1118'RAILROAD STATION AT PINON PROCEED 0.1 MI. W. AND CROSS U.S. HIGHWAYS
 JK1118'85 AND 87.  CONTINUE W. FOR 1.6 MI. ON RANCH RD. TO Y-RD.  FORK NNW.
 JK1118'FOR 3.9 MI. ON GRADED RANCH RD. TO FENCE LINE N. OF RD.  FOLLOW FENCE
 JK1118'LINE N. FOR 0.8 MI. UNTIL REACHING GATE IN E-W. FENCE.  CONTINUE 0.7
 JK1118'MI. N. ALONG FENCE LINE TO STATION.  THE STATION IS ABOUT 60 FT. E.
 JK1118'FROM A 1/4 CORNER STONE.
 JK1118'
 JK1118'STATION MARK--STANDARD USGS BRONZE TABLET SET IN A POURED CONCRETE
 JK1118'POST PROJECTING ABOUT 2-1/2 IN. ABOVE THE SURFACE OF THE GROUND AND
 JK1118'STAMPED ---CRHP-2 1947---.
 JK1118'
 JK1118'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1119 ***********************************************************************
 JK1119  DESIGNATION -  CRHP 3
 JK1119  PID         -  JK1119
 JK1119  STATE/COUNTY-  CO/PUEBLO
 JK1119  USGS QUAD   -  STEELE HOLLOW (1994)
 JK1119
 JK1119                         *CURRENT SURVEY CONTROL
 JK1119  ___________________________________________________________________
 JK1119* NAD 83(1992)-  38 29 24.69655(N)    104 42 32.30283(W)     ADJUSTED  
 JK1119* NAVD 88     -      1697.     (meters)    5568.     (feet)  SCALED    
 JK1119  ___________________________________________________________________
 JK1119  LAPLACE CORR-          -9.18  (seconds)                    DEFLEC99
 JK1119  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 JK1119
 JK1119  HORZ ORDER  -  THIRD
 JK1119
 JK1119.The horizontal coordinates were established by classical geodetic methods
 JK1119.and adjusted by the National Geodetic Survey in January 1993..
 JK1119
 JK1119.The orthometric height was scaled from a topographic map.
 JK1119
 JK1119.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1119
 JK1119.The geoid height was determined by GEOID03.
 JK1119
 JK1119;                    North         East     Units Scale Factor Converg.
 JK1119;SPC CO S     -   507,482.831   983,414.582   MT  1.00001087   +0 29 06.7
 JK1119;SPC CO S     - 1,664,966.59  3,226,419.34   sFT  1.00001087   +0 29 06.7
 JK1119;SPC CO C     -   378,017.674   983,413.256   MT  0.99999234   +0 29 56.0
 JK1119;SPC CO C     - 1,240,212.99  3,226,414.99   sFT  0.99999234   +0 29 56.0
 JK1119;UTM  13      - 4,260,245.400   525,380.400   MT  0.99960793   +0 10 52.1
 JK1119
 JK1119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1119!SPC CO S     -   0.99973671  x   1.00001087  =   0.99974758
 JK1119!SPC CO C     -   0.99973671  x   0.99999234  =   0.99972905
 JK1119!UTM  13      -   0.99973671  x   0.99960793  =   0.99934474
 JK1119
 JK1119:                Primary Azimuth Mark                     Grid Az
 JK1119:SPC CO S     -  COUNTY LINE                              294 46 26.6
 JK1119:SPC CO C     -  COUNTY LINE                              294 45 37.3
 JK1119:UTM  13      -  COUNTY LINE                              295 04 41.2
 JK1119
 JK1119|---------------------------------------------------------------------|
 JK1119| PID    Reference Object                     Distance      Geod. Az  |
 JK1119|                                                           dddmmss.s |
 JK1119| JK0316 COUNTY LINE                         APPROX. 7.9 KM 2951533.3 |
 JK1119|---------------------------------------------------------------------|
 JK1119
 JK1119                          SUPERSEDED SURVEY CONTROL
 JK1119
 JK1119  NAD 83(1986)-  38 29 24.68104(N)    104 42 32.29419(W) AD(       ) 3
 JK1119  NAD 27      -  38 29 24.68377(N)    104 42 30.38753(W) AD(       ) 3
 JK1119
 JK1119.Superseded values are not recommended for survey control.
 JK1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1119.See file dsdata.txt to determine how the superseded data were derived.
 JK1119
 JK1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC2538060245(NAD 83)
 JK1119_MARKER: DD = SURVEY DISK
 JK1119_SETTING: 0 = UNSPECIFIED SETTING
 JK1119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK1119
 JK1119  HISTORY     - Date     Condition        Report By
 JK1119  HISTORY     - 1947     MONUMENTED       USGS
 JK1119
 JK1119                          STATION DESCRIPTION
 JK1119
 JK1119'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JK1119'THE STATION IS LOCATED IN SEC. 7, T 18 S, R 64 W.  THE STATION IS
 JK1119'BEST REACHED FROM PINON, COLORADO, A STATION ON THE SANTA FE RAILROAD
 JK1119'AND ABOUT 30 MI. S. OF COLORADO SPRINGS, COLORADO.  FROM THE RAILROAD
 JK1119'STATION AT PINON PROCEED 0.1 MI. W. AND CROSS U.S. HIGHWAYS 85 AND 87.
 JK1119'CONTINUE W. FOR 1.6 MI. ALONG RANCH RD. TO Y-RD. FORK, NW. FOR 3.9 MI.
 JK1119'ON GRADED RANCH RD. TO FENCE LINE ACROSS RD.  FOLLOW FENCE N. FOR 0.8
 JK1119'MI. UNTIL REACHING GATE IN E-W. FENCE.  PROCEED 1.7 MI. W. ALONG RANCH
 JK1119'RD.  STATION LIES ABOUT 540 FT. S. OF RD. AND ON THE HIGHEST POINT OF
 JK1119'HILL.
 JK1119'
 JK1119'STATION MARK--STANDARD USGS BRONZE BM TABLET SET IN POURED CONCRETE
 JK1119'PROJECTING ABOUT 2 IN. ABOVE THE GROUND AND STAMPED ---CRHP-3
 JK1119'1947---.
 JK1119'
 JK1119'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1186 ***********************************************************************
 JK1186  DESIGNATION -  CRHP 4
 JK1186  PID         -  JK1186
 JK1186  STATE/COUNTY-  CO/PUEBLO
 JK1186  USGS QUAD   -  TIMBER MOUNTAIN (1994)
 JK1186
 JK1186                         *CURRENT SURVEY CONTROL
 JK1186  ___________________________________________________________________
 JK1186* NAD 83(1992)-  38 30 06.92574(N)    104 45 44.14119(W)     ADJUSTED  
 JK1186* NAVD 88     -      1733.     (meters)    5686.     (feet)  SCALED    
 JK1186  ___________________________________________________________________
 JK1186  LAPLACE CORR-         -10.02  (seconds)                    DEFLEC99
 JK1186  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 JK1186
 JK1186  HORZ ORDER  -  THIRD
 JK1186
 JK1186.The horizontal coordinates were established by classical geodetic methods
 JK1186.and adjusted by the National Geodetic Survey in January 1993..
 JK1186
 JK1186.The orthometric height was scaled from a topographic map.
 JK1186
 JK1186.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1186
 JK1186.The geoid height was determined by GEOID03.
 JK1186
 JK1186;                    North         East     Units Scale Factor Converg.
 JK1186;SPC CO S     -   508,746.898   978,755.275   MT  1.00001324   +0 27 09.0
 JK1186;SPC CO S     - 1,669,113.78  3,211,132.93   sFT  1.00001324   +0 27 09.0
 JK1186;SPC CO C     -   379,280.638   978,753.754   MT  0.99999020   +0 27 55.0
 JK1186;SPC CO C     - 1,244,356.56  3,211,127.94   sFT  0.99999020   +0 27 55.0
 JK1186;UTM  13      - 4,261,533.670   520,729.759   MT  0.99960529   +0 08 52.8
 JK1186
 JK1186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1186!SPC CO S     -   0.99973102  x   1.00001324  =   0.99974425
 JK1186!SPC CO C     -   0.99973102  x   0.99999020  =   0.99972122
 JK1186!UTM  13      -   0.99973102  x   0.99960529  =   0.99933641
 JK1186
 JK1186:                Primary Azimuth Mark                     Grid Az
 JK1186:SPC CO S     -  COUNTY LINE                              308 56 54.4
 JK1186:SPC CO C     -  COUNTY LINE                              308 56 08.4
 JK1186:UTM  13      -  COUNTY LINE                              309 15 10.6
 JK1186
 JK1186|---------------------------------------------------------------------|
 JK1186| PID    Reference Object                     Distance      Geod. Az  |
 JK1186|                                                           dddmmss.s |
 JK1186| JK0316 COUNTY LINE                         APPROX. 3.3 KM 3092403.4 |
 JK1186|---------------------------------------------------------------------|
 JK1186
 JK1186                          SUPERSEDED SURVEY CONTROL
 JK1186
 JK1186  NAD 83(1986)-  38 30 06.91004(N)    104 45 44.13110(W) AD(       ) 3
 JK1186  NAD 27      -  38 30 06.91628(N)    104 45 42.22290(W) AD(       ) 3
 JK1186
 JK1186.Superseded values are not recommended for survey control.
 JK1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1186.See file dsdata.txt to determine how the superseded data were derived.
 JK1186
 JK1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC2073061534(NAD 83)
 JK1186_MARKER: DD = SURVEY DISK
 JK1186_SETTING: 0 = UNSPECIFIED SETTING
 JK1186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK1186
 JK1186  HISTORY     - Date     Condition        Report By
 JK1186  HISTORY     - 1947     MONUMENTED       USGS
 JK1186
 JK1186                          STATION DESCRIPTION
 JK1186
 JK1186'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JK1186'THE STATION IS LOCATED IN SEC. 10, T 18 S, R 66 W.  THE STATION IS
 JK1186'BEST REACHED FROM THE JUNCTION OF HIGHWAYS 85 AND 87 AND 115.  GO S.
 JK1186'13.9 MI. TO LYTLE ROAD DOWN TURKEY CREEK, THENCE DOWN TURKEY CREEK TO
 JK1186'BRIDGE AND RANCH RD. E. 9.0 MI.  PROCEED 1.6 MI. E. TO FENCE AND RD.
 JK1186'FORKS, THENCE SE. 0.5 MI. TO RD. INTERSECTION.  CONTINUE 2.1 MI. IN A
 JK1186'SOUTHEASTERLY DIRECTION FROM RD. INTERSECTION, PASSING ALONG W. SIDE
 JK1186'OF FENCE TO GATE IN N-S. FENCE AND THROUGH GATE TO A JUNCTION POINT
 JK1186'OF RDS. N-S. AND E-W.  THENCE 0.8 MI. N. TO RD. FORKS.  CONTINUE NE.
 JK1186'FROM RD. FORKS 0.6 MI. AND THE STATION LIES ABOUT 150 FT. N. OF THE
 JK1186'RD. ON THE SUMMIT OF THE HILL.
 JK1186'
 JK1186'STATION MARK--STANDARD USGS BM TABLET SET IN A POURED CONCRETE POST
 JK1186'PROJECTING ABOUT 1.5 IN. ABOVE THE GROUND AND STAMPED ---CRHP-4
 JK1186'1947---.
 JK1186'
 JK1186'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1184 ***********************************************************************
 JK1184  DESIGNATION -  CRHP 5
 JK1184  PID         -  JK1184
 JK1184  STATE/COUNTY-  CO/EL PASO
 JK1184  USGS QUAD   -  FOUNTAIN (1994)
 JK1184
 JK1184                         *CURRENT SURVEY CONTROL
 JK1184  ___________________________________________________________________
 JK1184* NAD 83(1992)-  38 37 30.54891(N)    104 39 53.21417(W)     ADJUSTED  
 JK1184* NAVD 88     -      1666.     (meters)    5466.     (feet)  SCALED    
 JK1184  ___________________________________________________________________
 JK1184  LAPLACE CORR-          -8.84  (seconds)                    DEFLEC99
 JK1184  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 JK1184
 JK1184  HORZ ORDER  -  THIRD
 JK1184
 JK1184.The horizontal coordinates were established by classical geodetic methods
 JK1184.and adjusted by the National Geodetic Survey in January 1993..
 JK1184
 JK1184.The orthometric height was scaled from a topographic map.
 JK1184
 JK1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1184
 JK1184.The geoid height was determined by GEOID03.
 JK1184
 JK1184;                    North         East     Units Scale Factor Converg.
 JK1184;SPC CO C     -   393,032.661   987,130.792   MT  0.99997018   +0 31 36.3
 JK1184;SPC CO C     - 1,289,474.66  3,238,611.61   sFT  0.99997018   +0 31 36.3
 JK1184;UTM  13      - 4,275,233.973   529,179.710   MT  0.99961048   +0 12 33.3
 JK1184
 JK1184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1184!SPC CO C     -   0.99974156  x   0.99997018  =   0.99971175
 JK1184!UTM  13      -   0.99974156  x   0.99961048  =   0.99935214
 JK1184
 JK1184:                Primary Azimuth Mark                     Grid Az
 JK1184:SPC CO C     -  HAMMER                                   103 59 14.8
 JK1184:UTM  13      -  HAMMER                                   104 18 17.8
 JK1184
 JK1184|---------------------------------------------------------------------|
 JK1184| PID    Reference Object                     Distance      Geod. Az  |
 JK1184|                                                           dddmmss.s |
 JK1184| JK1176 HAMMER                              APPROX. 8.1 KM 1043051.1 |
 JK1184|---------------------------------------------------------------------|
 JK1184
 JK1184                          SUPERSEDED SURVEY CONTROL
 JK1184
 JK1184  NAD 83(1986)-  38 37 30.53168(N)    104 39 53.20436(W) AD(       ) 3
 JK1184  NAD 27      -  38 37 30.54530(N)    104 39 51.29796(W) AD(       ) 3
 JK1184
 JK1184.Superseded values are not recommended for survey control.
 JK1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1184.See file dsdata.txt to determine how the superseded data were derived.
 JK1184
 JK1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC2918075234(NAD 83)
 JK1184_MARKER: DD = SURVEY DISK
 JK1184_SETTING: 0 = UNSPECIFIED SETTING
 JK1184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK1184
 JK1184  HISTORY     - Date     Condition        Report By
 JK1184  HISTORY     - 1947     MONUMENTED       USGS
 JK1184
 JK1184                          STATION DESCRIPTION
 JK1184
 JK1184'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JK1184'THE STATION IS LOCATED IN THE NW. 1/4 OF SEC. 27, T 16 S, R 65 W.
 JK1184'THE STATION IS BEST REACHED FROM FOUNTAIN, COLORADO, A TOWN S. OF
 JK1184'COLORADO SPRINGS, COLORADO, AND ON U.S. HIGHWAYS 85 AND 87.  FROM
 JK1184'THE POST OFFICE IN FOUNTAIN PROCEED 4.4 MI. S. ALONG THE E. BANK
 JK1184'OF FOUNTAIN CREEK.  TAKE THE SECTION LINE RD. E. FOR 0.7 MI. AND
 JK1184'THE STATION LIES ABOUT 200 FT. N. OF THE RD. AND ON THE CREST OF A
 JK1184'HILL.
 JK1184'
 JK1184'STATION MARK--STANDARD USGS BRONZE BM TABLET SET IN A POURED CONCRETE
 JK1184'POST PROJECTING ABOUT 2 IN. ABOVE THE SURFACE OF THE GROUND, STAMPED
 JK1184'---CRHP-5 1947---.
 JK1184'
 JK1184'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1177 ***********************************************************************
 JK1177  DESIGNATION -  CRHSP 1
 JK1177  PID         -  JK1177
 JK1177  STATE/COUNTY-  CO/EL PASO
 JK1177  USGS QUAD   -  FOUNTAIN SE (1975)
 JK1177
 JK1177                         *CURRENT SURVEY CONTROL
 JK1177  ___________________________________________________________________
 JK1177* NAD 83(1992)-  38 32 30.53963(N)    104 34 30.93629(W)     ADJUSTED  
 JK1177* NAVD 88     -      1653.73   (+/-2cm)    5425.6    (feet)  VERTCON   
 JK1177  ___________________________________________________________________
 JK1177  LAPLACE CORR-          -6.99  (seconds)                    DEFLEC99
 JK1177  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 JK1177
 JK1177  HORZ ORDER  -  THIRD
 JK1177  VERT ORDER  -  THIRD ? (See Below)
 JK1177
 JK1177.The horizontal coordinates were established by classical geodetic methods
 JK1177.and adjusted by the National Geodetic Survey in January 1993..
 JK1177
 JK1177.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1177.The vertical order pertains to the NGVD 29 superseded value.
 JK1177
 JK1177.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1177
 JK1177.The geoid height was determined by GEOID03.
 JK1177
 JK1177;                    North         East     Units Scale Factor Converg.
 JK1177;SPC CO C     -   383,857.952   995,020.045   MT  0.99998322   +0 34 59.6
 JK1177;SPC CO C     - 1,259,373.96  3,264,494.93   sFT  0.99998322   +0 34 59.6
 JK1177;UTM  13      - 4,266,018.962   537,015.072   MT  0.99961687   +0 15 52.7
 JK1177
 JK1177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1177!SPC CO C     -   0.99974357  x   0.99998322  =   0.99972679
 JK1177!UTM  13      -   0.99974357  x   0.99961687  =   0.99936053
 JK1177
 JK1177:                Primary Azimuth Mark                     Grid Az
 JK1177:SPC CO C     -  FOSSIL                                   140 32 07.4
 JK1177:UTM  13      -  FOSSIL                                   140 51 14.3
 JK1177
 JK1177|---------------------------------------------------------------------|
 JK1177| PID    Reference Object                     Distance      Geod. Az  |
 JK1177|                                                           dddmmss.s |
 JK1177| JK1098 FOSSIL                              APPROX. 7.1 KM 1410707.0 |
 JK1177|---------------------------------------------------------------------|
 JK1177
 JK1177                          SUPERSEDED SURVEY CONTROL
 JK1177
 JK1177  NAD 83(1986)-  38 32 30.52298(N)    104 34 30.93013(W) AD(       ) 3
 JK1177  NAD 27      -  38 32 30.53241(N)    104 34 29.03329(W) AD(       ) 3
 JK1177  NGVD 29 (07/19/86) 1652.80   (m)         5422.6    (f) LEVELING    3  
 JK1177
 JK1177.Superseded values are not recommended for survey control.
 JK1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1177.See file dsdata.txt to determine how the superseded data were derived.
 JK1177
 JK1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC3701566019(NAD 83)
 JK1177_MARKER: DD = SURVEY DISK
 JK1177_SETTING: 0 = UNSPECIFIED SETTING
 JK1177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK1177
 JK1177  HISTORY     - Date     Condition        Report By
 JK1177  HISTORY     - 1947     MONUMENTED       USGS
 JK1177
 JK1177                          STATION DESCRIPTION
 JK1177
 JK1177'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JK1177'THE STATION IS LOCATED IN THE SEC. 29, T 17 S, R 64 W.  IT IS BEST
 JK1177'REACHED FROM BUTTES, COLORADO, A SMALL STATION ON THE SANTA FE
 JK1177'RAILROAD S. OF COLORADO SPRINGS, COLORADO.  LEAVING U.S. HIGHWAYS 85
 JK1177'AND 87 AT BUTTES AND AFTER CROSSING RAILROAD TRACK, TURN N. 1.5 MI.
 JK1177'CROSSING BRIDGE OVER FOUNTAIN CREEK.  TURN S. ALONG E. BANK OF CREEK
 JK1177'FOR 3.0 MI. TO SECTION LINE E.  GO E. 1.8 MI. TO NATURAL GAS LINE
 JK1177'CROSSING.  TURN S. ALONG GAS LINE RD. 2.8 MI. TO SUMMIT.  STATION
 JK1177'LIES ABOUT 800 FT. E. OF RD. ON HIGHEST HILL IN THE VICINITY.
 JK1177'
 JK1177'STATION MARK--STANDARD USGS BRONZE TABLET SET IN A POURED CONCRETE
 JK1177'POST PROJECTING ABOUT 3 IN. ABOVE THE SURFACE OF THE GROUND AND
 JK1177'STAMPED ---CRHSP-1 1947---.
 JK1177'
 JK1177'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0515 ***********************************************************************
 LK0515  DESIGNATION -  CRIST RESET
 LK0515  PID         -  LK0515
 LK0515  STATE/COUNTY-  CO/SEDGWICK
 LK0515  USGS QUAD   -  JULESBURG SW (1952)
 LK0515
 LK0515                         *CURRENT SURVEY CONTROL
 LK0515  ___________________________________________________________________
 LK0515* NAD 83(1992)-  40 45 33.15996(N)    102 26 12.68784(W)     ADJUSTED  
 LK0515* NAVD 88     -      1201.1    (meters)    3941.     (feet)  VERTCON   
 LK0515  ___________________________________________________________________
 LK0515  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 LK0515  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 LK0515
 LK0515  HORZ ORDER  -  SECOND
 LK0515
 LK0515.The horizontal coordinates were established by classical geodetic methods
 LK0515.and adjusted by the National Geodetic Survey in January 1993..
 LK0515
 LK0515.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0515
 LK0515.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0515
 LK0515.The geoid height was determined by GEOID03.
 LK0515
 LK0515;                    North         East     Units Scale Factor Converg.
 LK0515;SPC CO N     -   467,588.878 1,173,003.058   MT  0.99999617   +1 58 45.1
 LK0515;SPC CO N     - 1,534,081.18  3,848,427.53   sFT  0.99999617   +1 58 45.1
 LK0515;UTM  13      - 4,515,188.469   716,357.552   MT  1.00017620   +1 40 26.7
 LK0515
 LK0515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0515!SPC CO N     -   0.99981483  x   0.99999617  =   0.99981100
 LK0515!UTM  13      -   0.99981483  x   1.00017620  =   0.99999100
 LK0515
 LK0515|---------------------------------------------------------------------|
 LK0515| PID    Reference Object                     Distance      Geod. Az  |
 LK0515|                                                           dddmmss.s |
 LK0515| CP6916 CRIST RM 2                           19.950 METERS 11652     |
 LK0515| LK0505 PHILLIP                             APPROX. 8.6 KM 1311405.1 |
 LK0515| CP6915 CRIST RM 1                           11.188 METERS 35655     |
 LK0515|---------------------------------------------------------------------|
 LK0515
 LK0515                          SUPERSEDED SURVEY CONTROL
 LK0515
 LK0515  NAD 83(1986)-  40 45 33.15815(N)    102 26 12.68763(W) AD(       ) 2
 LK0515  NAD 27      -  40 45 33.18443(N)    102 26 11.01405(W) AD(       ) 2
 LK0515  NGVD 29 (07/19/86) 1200.6    (m)         3939.     (f) VERT ANG       
 LK0515
 LK0515.Superseded values are not recommended for survey control.
 LK0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0515.See file dsdata.txt to determine how the superseded data were derived.
 LK0515
 LK0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF1635815188(NAD 83)
 LK0515_MARKER: DD = SURVEY DISK
 LK0515_SETTING: 0 = UNSPECIFIED SETTING
 LK0515
 LK0515  HISTORY     - Date     Condition        Report By
 LK0515  HISTORY     - 1971     MONUMENTED       USGS
 LK0515
 LK0515                          STATION DESCRIPTION
 LK0515
 LK0515'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 LK0515'THE STATION IS LOCATED NORTH 30 DEGREES WEST, ABOUT 14 MILES
 LK0515'AIRLINE DISTANCE FROM HOLYOKE, COLORADO, ON THE HIGH POINT OF A
 LK0515'PROMINENT SAND HILL, IN THE NORTHWEST ONE-QUARTER OF SECTION 13,
 LK0515'TOWNSHIP 9 NORTH, RANGE 46 WEST.
 LK0515'
 LK0515'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 6 AND U.S. HIGHWAY
 LK0515'385 IN HOLYOKE, COLORADO, GO NORTH ON U.S. HIGHWAY 385 FOR 11.6
 LK0515'MILES TO A T-ROAD WEST.  (PHILLIPS COUNTY LINE SIGN ON EAST SIDE
 LK0515'OF HIGHWAY) TURN LEFT (WEST) AND GO 7.0 MILES TO A CROSSROADS.
 LK0515'TURN RIGHT (NORTH) AND GO 1.0 MILES TO A CROSSROADS.  TURN LEFT
 LK0515'(WEST) AND GO 1.0 MILES ON A TRACK ROAD TO A CROSSROAD.  TURN
 LK0515'LEFT (SOUTH) AND GO 0.2 MILES ON A TRACK ROAD TO A SMALL CREST AND
 LK0515'LOOSE FENCE POST ON THE EAST SIDE OF ROAD, DROP FENCE AND GO
 LK0515'SOUTHEAST ACROSS COUNTRY FOR 0.2 MILES TO HIGH POINT OF SAND
 LK0515'HILL AND THE STATION SITE, 10 FEET EAST OF A USGS WITNESS SIGN
 LK0515'MOUNTED ON A METAL POST.
 LK0515'
 LK0515'THE STATION AND REFERENCE MARKS ARE STANDARD USGS BRASS TABLETS
 LK0515'SET IN CONCRETE POST.
 LK0515'
 LK0515'STATION MARK--TABLET PROJECTING 0.3 FEET ABOVE GROUND, AND
 LK0515'STAMPED CRIST VABM 1949-1971.
 LK0515'
 LK0515'REFERENCE MARK NO. 1--TABLET PROJECTING 0.7 FEET ABOVE GROUND,
 LK0515'AND STAMPED CRIST NO. 1 1949.
 LK0515'
 LK0515'REFERENCE MARK NO. 2--TABLET PROJECTING 0.8 FEET ABOVE GROUND,
 LK0515'AND STAMPED CRIST NO. 2 1949.
 LK0515'
 LK0515'STATION PHILLIP ET 1971 IS VISIBLE FROM THE GROUND AT THIS
 LK0515'STATION AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS
 LK0515'WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0546 ***********************************************************************
 LM0546  DESIGNATION -  CRJR 1
 LM0546  PID         -  LM0546
 LM0546  STATE/COUNTY-  CO/LARIMER
 LM0546  USGS QUAD   -  OLD ROACH (1955)
 LM0546
 LM0546                         *CURRENT SURVEY CONTROL
 LM0546  ___________________________________________________________________
 LM0546* NAD 83(1992)-  40 59 29.07957(N)    106 05 48.36404(W)     ADJUSTED  
 LM0546* NAVD 88     -      2613.4    (meters)    8574.     (feet)  VERTCON   
 LM0546  ___________________________________________________________________
 LM0546  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 LM0546  GEOID HEIGHT-         -10.96  (meters)                     GEOID03
 LM0546
 LM0546  HORZ ORDER  -  THIRD
 LM0546
 LM0546.The horizontal coordinates were established by classical geodetic methods
 LM0546.and adjusted by the National Geodetic Survey in January 1997..
 LM0546
 LM0546.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0546
 LM0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0546
 LM0546.The geoid height was determined by GEOID03.
 LM0546
 LM0546;                    North         East     Units Scale Factor Converg.
 LM0546;SPC CO N     -   489,077.494   864,184.494   MT  1.00004039   -0 23 08.1
 LM0546;SPC CO N     - 1,604,581.74  2,835,245.29   sFT  1.00004039   -0 23 08.1
 LM0546;UTM  13      - 4,538,382.813   407,747.379   MT  0.99970474   -0 43 10.1
 LM0546
 LM0546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0546!SPC CO N     -   0.99959195  x   1.00004039  =   0.99963232
 LM0546!UTM  13      -   0.99959195  x   0.99970474  =   0.99929681
 LM0546
 LM0546:                Primary Azimuth Mark                     Grid Az
 LM0546:SPC CO N     -  ROACH                                    261 26 12.4
 LM0546:UTM  13      -  ROACH                                    261 46 14.4
 LM0546
 LM0546|---------------------------------------------------------------------|
 LM0546| PID    Reference Object                     Distance      Geod. Az  |
 LM0546|                                                           dddmmss.s |
 LM0546| LM0551 ROACH                               APPROX. 3.7 KM 2610304.3 |
 LM0546|---------------------------------------------------------------------|
 LM0546
 LM0546                          SUPERSEDED SURVEY CONTROL
 LM0546
 LM0546  NAD 83(1992)-  40 59 29.07426(N)    106 05 48.36242(W) AD(       ) 3
 LM0546  NAD 83(1986)-  40 59 29.07182(N)    106 05 48.36193(W) AD(       ) 3
 LM0546  NAD 27      -  40 59 29.16038(N)    106 05 46.30857(W) AD(       ) 3
 LM0546  NGVD 29 (07/19/86) 2612.1    (m)         8570.     (f) VERT ANG       
 LM0546
 LM0546.Superseded values are not recommended for survey control.
 LM0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0546.See file dsdata.txt to determine how the superseded data were derived.
 LM0546
 LM0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF0774738383(NAD 83)
 LM0546
 LM0546  HISTORY     - Date     Condition        Report By
 LM0546  HISTORY     - 1949     MONUMENTED       USGS
 LM0546  HISTORY     - 1955     GOOD             USGS
 LM0546
 LM0546                          STATION DESCRIPTION
 LM0546
 LM0546'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LM0546'LOCATED NEAR THE N. CORNER OF THE SE. 1/4 SECTION OF SECTION 24,
 LM0546'T 12 N, R 78 W, IN ROCKY POINT WITH GROUP OF SMALL PINE TREES, ON W.
 LM0546'SIDE OF N-S. DRAIN.
 LM0546'
 LM0546'TO REACH FROM MOUNTAIN HOME, WYOMING, WHICH IS LOCATED JUST N. OF THE
 LM0546'COLORADO-WYOMING STATE LINE, GO S. ON HIGHWAYS 230 AND 127 0.05 MI.
 LM0546'TO GRADED RD. SE. (LEFT), THENCE LEFT 0.3 MI. ACROSS RAILROAD TRACK,
 LM0546'THENCE SHARP LEFT (E.) ON MAIN TRAVELED RD. 2.9 MI. TO RD. FORK AND
 LM0546'USFS SIGN --LARAMIE RIVER 8 MILES--, THENCE LEFT (E.) 2.8 MI. TO POLE
 LM0546'GATE IN BUCK FENCE ON RIGHT, THENCE THROUGH GATE AND DOUBLE BACK (W.)
 LM0546'ALONG S. SIDE OF BUCK FENCE 0.4 MI. TO GATE IN N-S. WIRE FENCE, GO S.
 LM0546'AND W. ON W. SIDE OF FENCE ON A DIM TRACK RD. 0.6 MI. CROSSING 3
 LM0546'DRAINS TO A POINT WHERE RD. LEAVES TIMBER ON W. SIDE OF DRAIN, THENCE
 LM0546'S. ON W. RIM OF DRAIN TO ROCKY POINT WITH SEVERAL PINE TREES AND
 LM0546'STATION SITE.
 LM0546'
 LM0546'STATION MARK--STANDARD TABLET SET IN ROCK ABOUT 7 IN. SQUARE AT TOP,
 LM0546'EXTENDING ABOUT 9 IN. ABOVE GROUND, AND STAMPED ---CRJR-1 1949---.
 LM0546'
 LM0546'REFERENCE MARKS ARE TRIANGULAR BLAZES IN TREES WITH COPPER NAILS AND
 LM0546'INVERTED WASHERS, STAMPED ---REF 1--- AND ---REF 2---.
 LM0546'
 LM0546'REFERENCE MARK NO. 1--14.45 FT. S. OF STATION, N 71 DEG 06 MIN E.
 LM0546'
 LM0546'REFERENCE MARK NO. 2--62.90 FT. NW. OF STATION, S 09 DEG 05 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0597 ***********************************************************************
 KJ0597  DESIGNATION -  CROCK
 KJ0597  PID         -  KJ0597
 KJ0597  STATE/COUNTY-  CO/KIT CARSON
 KJ0597  USGS QUAD   -  PECONIC (1980)
 KJ0597
 KJ0597                         *CURRENT SURVEY CONTROL
 KJ0597  ___________________________________________________________________
 KJ0597* NAD 83(1992)-  39 19 07.38285(N)    102 10 00.97599(W)     ADJUSTED  
 KJ0597* NAVD 88     -      1230.7    (meters)    4038.     (feet)  GPS OBS   
 KJ0597  ___________________________________________________________________
 KJ0597  X           -  -1,041,562.241 (meters)                     COMP
 KJ0597  Y           -  -4,830,910.585 (meters)                     COMP
 KJ0597  Z           -   4,020,518.230 (meters)                     COMP
 KJ0597  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 KJ0597  ELLIP HEIGHT-        1207.49  (meters)          (12/03/02) GPS OBS
 KJ0597  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 KJ0597
 KJ0597  HORZ ORDER  -  FIRST
 KJ0597  ELLP ORDER  -  FOURTH    CLASS II
 KJ0597
 KJ0597.The horizontal coordinates were established by GPS observations
 KJ0597.and adjusted by the National Geodetic Survey in November 1993..
 KJ0597
 KJ0597.The orthometric height was determined by GPS observations and a
 KJ0597.high-resolution geoid model.
 KJ0597
 KJ0597.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KJ0597
 KJ0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0597
 KJ0597.The ellipsoidal height was determined by GPS observations
 KJ0597.and is referenced to NAD 83.
 KJ0597
 KJ0597.The geoid height was determined by GEOID03.
 KJ0597
 KJ0597;                    North         East     Units Scale Factor Converg.
 KJ0597;SPC CO C     -   474,962.041 1,201,752.381   MT  0.99994311   +2 06 07.7
 KJ0597;SPC CO C     - 1,558,271.30  3,942,749.27   sFT  0.99994311   +2 06 07.7
 KJ0597;UTM  13      - 4,355,973.743   744,235.259   MT  1.00033452   +1 47 45.6
 KJ0597
 KJ0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0597!SPC CO C     -   0.99981059  x   0.99994311  =   0.99975371
 KJ0597!UTM  13      -   0.99981059  x   1.00033452  =   1.00014505
 KJ0597
 KJ0597                          SUPERSEDED SURVEY CONTROL
 KJ0597
 KJ0597  NAD 83(1986)-  39 19 07.38284(N)    102 10 00.97590(W) AD(       ) 1
 KJ0597  ELLIP H (09/13/93) 1207.46   (m)                       GP(       ) 3 1
 KJ0597
 KJ0597.Superseded values are not recommended for survey control.
 KJ0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0597.See file dsdata.txt to determine how the superseded data were derived.
 KJ0597
 KJ0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD4423555974(NAD 83)
 KJ0597_MARKER: I = METAL ROD
 KJ0597_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KJ0597_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KJ0597_STAMPING: CROCK 1992
 KJ0597_MARK LOGO: NGS   
 KJ0597_MAGNETIC: I = MARKER IS A STEEL ROD
 KJ0597_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KJ0597+STABILITY: POSITION/ELEVATION WELL
 KJ0597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0597+SATELLITE: SATELLITE OBSERVATIONS - 1992
 KJ0597
 KJ0597  HISTORY     - Date     Condition        Report By
 KJ0597  HISTORY     - 1992     MONUMENTED       CODH
 KJ0597
 KJ0597                          STATION DESCRIPTION
 KJ0597
 KJ0597'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1992
 KJ0597'THE STATION IS LOCATED ABOUT 6 MI (9.66 KM) EAST - NORTHEAST OF
 KJ0597'BURLINGTON, 6.40 MI (10.30 KM) WEST OF THE COLORADO - KANSAS STATE
 KJ0597'LINE, 0.9 MI (1.45 KM) WEST OF PECONIC, IN THE SOUTHEAST 1/4 OF
 KJ0597'SECTION 26, T 8 S, R 43 W, AT STATE HIGHWAY 24 MILEPOST 461.15,
 KJ0597'INTERSTATE 70 MILEPOST 443.2. OWNERSHIP--COLORADO DEPARTMENT OF
 KJ0597'TRANSPORTATION.
 KJ0597'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND U.S
 KJ0597'HIGHWAY 385 ON THE EAST SIDE OF BURLINGTON, GO EAST ON STATE HIGHWAY
 KJ0597'24 FOR 5.2 MI (8.37 KM) TO COUNTY RD 54 AND THE STATION IN THE
 KJ0597'NORTHWEST CORNER OF THE INTERSECTION.
 KJ0597'THE STATION IS A PUNCH MARK IN THE TOP CENTER OF A STEEL ROD IN A PVC
 KJ0597'PIPE WITH A LOGO CAP SET IN A ROUND CONCRETE SLEEVE FLUSH WITH THE
 KJ0597'GROUND.  IT IS 152.4 FT (46.45 M) WEST OF THE CENTER OF COUNTY RD 54,
 KJ0597'67.5 FT (20.57 M) SOUTH OF THE SOUTH RAIL OF THE UNION PACIFIC
 KJ0597'RAILROAD TRACKS, 51.0 FT (15.54 M) NORTH OF THE CENTERLINE OF STATE
 KJ0597'HIGHWAY 24, 2.3 FT (0.70 M) EAST OF A WITNESS POST, 2.2 FT (0.67 M)
 KJ0597'WEST OF A WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3575 ***********************************************************************
 AI3575  DESIGNATION -  CROCKETT
 AI3575  PID         -  AI3575
 AI3575  STATE/COUNTY-  CO/BOULDER
 AI3575  USGS QUAD   -  WARD (1978)
 AI3575
 AI3575                         *CURRENT SURVEY CONTROL
 AI3575  ___________________________________________________________________
 AI3575* NAD 83(1992)-  40 07 02.64788(N)    105 30 58.59497(W)     ADJUSTED  
 AI3575* NAVD 88     -      2794.2    (meters)    9167.     (feet)  GPS OBS   
 AI3575  ___________________________________________________________________
 AI3575  X           -  -1,307,183.183 (meters)                     COMP
 AI3575  Y           -  -4,708,355.956 (meters)                     COMP
 AI3575  Z           -   4,089,755.045 (meters)                     COMP
 AI3575  LAPLACE CORR-         -21.52  (seconds)                    DEFLEC99
 AI3575  ELLIP HEIGHT-        2781.12  (meters)          (12/03/02) GPS OBS
 AI3575  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 AI3575
 AI3575  HORZ ORDER  -  FIRST
 AI3575  ELLP ORDER  -  FOURTH    CLASS II
 AI3575
 AI3575.The horizontal coordinates were established by GPS observations
 AI3575.and adjusted by the National Geodetic Survey in February 2000..
 AI3575
 AI3575.The orthometric height was determined by GPS observations and a
 AI3575.high-resolution geoid model.
 AI3575
 AI3575.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3575
 AI3575.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3575
 AI3575.The ellipsoidal height was determined by GPS observations
 AI3575.and is referenced to NAD 83.
 AI3575
 AI3575.The geoid height was determined by GEOID03.
 AI3575
 AI3575;                    North         East     Units Scale Factor Converg.
 AI3575;SPC CO N     -   391,855.953   913,014.365   MT  0.99995954   -0 00 37.9
 AI3575;SPC CO N     - 1,285,614.07  2,995,447.96   sFT  0.99995954   -0 00 37.9
 AI3575;UTM  13      - 4,440,915.564   456,006.266   MT  0.99962383   -0 19 57.6
 AI3575
 AI3575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3575!SPC CO N     -   0.99956390  x   0.99995954  =   0.99952346
 AI3575!UTM  13      -   0.99956390  x   0.99962383  =   0.99918789
 AI3575
 AI3575                          SUPERSEDED SURVEY CONTROL
 AI3575
 AI3575  ELLIP H (02/17/00) 2781.15   (m)                       GP(       ) 4 2
 AI3575
 AI3575.Superseded values are not recommended for survey control.
 AI3575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3575.See file dsdata.txt to determine how the superseded data were derived.
 AI3575
 AI3575_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE5600640916(NAD 83)
 AI3575_MARKER: DH = HORIZONTAL CONTROL DISK
 AI3575_SETTING: 80 = SET IN A BOULDER
 AI3575_STAMPING: CROCKETT 1999
 AI3575_MARK LOGO: NGS   
 AI3575_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3575+STABILITY: SURFACE MOTION
 AI3575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3575+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3575
 AI3575  HISTORY     - Date     Condition        Report By
 AI3575  HISTORY     - 1999     MONUMENTED       NGS
 AI3575
 AI3575                          STATION DESCRIPTION
 AI3575
 AI3575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI3575'THE STATION IS LOCATED ABOUT 3.1 MI (5.0 KM) NORTH OF THE TOWN OF
 AI3575'WARD, 1 MI (1.6 KM) SOUTHWEST OF PEACEFUL VALLEY AND NEAR THE EASTERN
 AI3575'MOST END OF BEAVER RESERVOIR, IN THE SOUTHWEST 1/4 OF SECTION 24, T 2
 AI3575'N, R 73 W.  OWNERSHIP--U.S.  FOREST SERVICE
 AI3575'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 7 AND
 AI3575'STATE HIGHWAY 72, GO SOUTHERLY ON STATE HIGHWAY 72 FOR 7.35 MI (11.83
 AI3575'KM) TO A SIDE ROAD RIGHT, BEAVER DAM ROAD.  TURN RIGHT, WEST, ON
 AI3575'BEAVER DAM ROAD FOR 2.1 MI (3.4 KM) TO THE STATION ON THE RIGHT AT A
 AI3575'SMALL ROAD CUT JUST BEFORE PART OF THE DAM AT BEAVER RESERVOIR
 AI3575'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN A WHITE GRANITE
 AI3575'BOULDER MEASURING 1.0 M (3.3 FT) BY 1.5 M (4.9 FT) AND PROJECTING 10
 AI3575'CM ABOVE THE GROUND.  IT IS 18.7 M (61.4 FT) EAST FROM THE NORTH END
 AI3575'OF A DAM, 7.0 M (23.0 FT) NORTH-NORTHEAST FROM THE CENTER OF THE ROAD
 AI3575'TO BEAVER RESERVOIR, 2.05 M (6.73 FT) SOUTH-SOUTHWEST FROM THE CENTER
 AI3575'OF AN OLD ROAD AND 1.3 M (4.3 FT) NORTH FROM A WITNESS POST AND EDGE
 AI3575'OF ROAD CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0610 ***********************************************************************
 LK0610  DESIGNATION -  CROOK
 LK0610  PID         -  LK0610
 LK0610  STATE/COUNTY-  CO/LOGAN
 LK0610  USGS QUAD   -  CROOK (1984)
 LK0610
 LK0610                         *CURRENT SURVEY CONTROL
 LK0610  ___________________________________________________________________
 LK0610* NAD 83(1992)-  40 50 00.35867(N)    102 48 16.64039(W)     ADJUSTED  
 LK0610* NAVD 88     -      1143.     (meters)    3750.     (feet)  SCALED    
 LK0610  ___________________________________________________________________
 LK0610  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 LK0610  GEOID HEIGHT-         -20.01  (meters)                     GEOID03
 LK0610
 LK0610  HORZ ORDER  -  SECOND
 LK0610
 LK0610.The horizontal coordinates were established by classical geodetic methods
 LK0610.and adjusted by the National Geodetic Survey in January 1993..
 LK0610
 LK0610.The orthometric height was scaled from a topographic map.
 LK0610
 LK0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0610
 LK0610.The geoid height was determined by GEOID03.
 LK0610
 LK0610;                    North         East     Units Scale Factor Converg.
 LK0610;SPC CO N     -   474,819.279 1,141,714.796   MT  1.00000851   +1 44 29.7
 LK0610;SPC CO N     - 1,557,802.92  3,745,775.96   sFT  1.00000851   +1 44 29.7
 LK0610;UTM  13      - 4,522,586.213   685,105.308   MT  1.00002175   +1 26 09.2
 LK0610
 LK0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0610!SPC CO N     -   0.99982395  x   1.00000851  =   0.99983246
 LK0610!UTM  13      -   0.99982395  x   1.00002175  =   0.99984570
 LK0610
 LK0610|---------------------------------------------------------------------|
 LK0610| PID    Reference Object                     Distance      Geod. Az  |
 LK0610|                                                           dddmmss.s |
 LK0610| CP6918 CROOK RM 1                           10.062 METERS 00418     |
 LK0610| LK0608 CROOK MUNICIPAL TANK                APPROX. 2.6 KM 0044514.5 |
 LK0610| CP6919 CROOK RM 2                           10.113 METERS 17530     |
 LK0610| CP6917 CROOK AZ MK                                        1802907.3 |
 LK0610|---------------------------------------------------------------------|
 LK0610
 LK0610                          SUPERSEDED SURVEY CONTROL
 LK0610
 LK0610  NAD 83(1986)-  40 50 00.35568(N)    102 48 16.64160(W) AD(       ) 2
 LK0610  NAD 27      -  40 50 00.38430(N)    102 48 14.95180(W) AD(       ) 2
 LK0610
 LK0610.Superseded values are not recommended for survey control.
 LK0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0610.See file dsdata.txt to determine how the superseded data were derived.
 LK0610
 LK0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF8510522586(NAD 83)
 LK0610_MARKER: DS = TRIANGULATION STATION DISK
 LK0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0610_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LK0610
 LK0610  HISTORY     - Date     Condition        Report By
 LK0610  HISTORY     - 1963     MONUMENTED       CGS
 LK0610
 LK0610                          STATION DESCRIPTION
 LK0610
 LK0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 LK0610'THE STATION IS 1-3/4 MILES SOUTH OF CROOK, IN THE NORTHWEST
 LK0610'QUARTER OF SECTION 23, T 10 N, R 49 W., AND ON THE EAST
 LK0610'RIGHT-OF-WAY OF STATE HIGHWAY 25.
 LK0610'
 LK0610'TO REACH THE STATION FROM THE POST OFFICE IN CROOK, GO WEST
 LK0610'ON U.S. HIGHWAY 138 FOR 0.2 MILE TO A CROSSROAD.  TURN LEFT
 LK0610'AND GO SOUTH ON STATE HIGHWAY 25 FOR 1.7 MILE TO THE STATION
 LK0610'ON THE LEFT, EAST OF THE HIGHWAY.
 LK0610'
 LK0610'STATION MARKS ARE STANDARD DISKS STAMPED CROOK 1963.  THE SURFACE
 LK0610'DISK IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 1 INCH.
 LK0610'IT IS 55 FEET EAST OF THE CENTER LINE OF HIGHWAY 25, 3 FEET
 LK0610'WEST OF A METAL WITNESS POST, AND 3 FEET WEST OF A FENCE.
 LK0610'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 LK0610'51 INCHES BELOW THE SURFACE OF THE GROUND.
 LK0610'
 LK0610'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED CROOK NO 1 1963, IS
 LK0610'SET IN A ROUND CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 LK0610'IS 57 FEET EAST OF THE CENTER LINE OF HIGHWAY 25, 33 FEET NORTH
 LK0610'OF THE METAL WITNESS POST, AND 1 FOOT WEST OF THE FENCE.
 LK0610'
 LK0610'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED CROOK NO 2 1963,
 LK0610'IS SET IN A ROUND CONCRETE POST WHICH PROJECTS 5 INCHES.  IT
 LK0610'IS 57 FEET EAST OF THE CENTER LINE OF HIGHWAY 25, 33 FEET
 LK0610'SOUTH OF THE METAL WITNESS POST, AND 1 FOOT WEST OF THE FENCE.
 LK0610'
 LK0610'AZIMUTH MARK, A STANDARD DISK STAMPED CROOK 1963, IS SET
 LK0610'IN A ROUND CONCRETE POST WHICH PROJECTS 5 INCHES.  IT IS
 LK0610'43.5 FEET EAST OF THE CENTER LINE OF HIGHWAY 25, AND 1 FOOT
 LK0610'EAST OF A METAL WITNESS POST IN A FENCE LINE.
 LK0610'
 LK0610'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY
 LK0610'25 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT, EAST OF
 LK0610'THE HIGHWAY.
 LK0610'
 LK0610'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0613 ***********************************************************************
 LK0613  DESIGNATION -  CROOK COMMUNITY TV MAST
 LK0613  PID         -  LK0613
 LK0613  STATE/COUNTY-  CO/LOGAN
 LK0613  USGS QUAD   -  HAYSTACK BUTTE (1953)
 LK0613
 LK0613                         *CURRENT SURVEY CONTROL
 LK0613  ___________________________________________________________________
 LK0613* NAD 83(1992)-  40 56 49.42078(N)    102 55 09.04318(W)     ADJUSTED  
 LK0613* NAVD 88     -                                                        
 LK0613  ___________________________________________________________________
 LK0613  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 LK0613  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 LK0613
 LK0613  HORZ ORDER  -  THIRD
 LK0613
 LK0613.The horizontal coordinates were established by classical geodetic methods
 LK0613.and adjusted by the National Geodetic Survey in January 1993..
 LK0613
 LK0613
 LK0613.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0613
 LK0613.The geoid height was determined by GEOID03.
 LK0613
 LK0613;                    North         East     Units Scale Factor Converg.
 LK0613;SPC CO N     -   487,145.391 1,131,689.337   MT  1.00003067   +1 40 03.2
 LK0613;SPC CO N     - 1,598,242.84  3,712,884.10   sFT  1.00003067   +1 40 03.2
 LK0613;SPC NE       -   127,801.658   254,316.951   MT  0.99970583   -1 56 04.3
 LK0613;UTM  13      - 4,534,965.199   675,145.711   MT  0.99997757   +1 21 50.5
 LK0613
 LK0613                          SUPERSEDED SURVEY CONTROL
 LK0613
 LK0613  NAD 83(1986)-  40 56 49.41825(N)    102 55 09.04393(W) AD(       ) 4
 LK0613  NAD 27      -  40 56 49.46000(N)    102 55 07.34000(W) AD(       ) 3
 LK0613
 LK0613.Superseded values are not recommended for survey control.
 LK0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0613.See file dsdata.txt to determine how the superseded data were derived.
 LK0613
 LK0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF7514634965(NAD 83)
 LK0613_MARKER: 42 = RADIO/TV MAST
 LK0613
 LK0613  HISTORY     - Date     Condition        Report By
 LK0613  HISTORY     - 1963     FIRST OBSERVED   CGS
 LK0613
 LK0613                          STATION DESCRIPTION
 LK0613
 LK0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 LK0613'THE STATION IS THE TOP RED LIGHT ON A GALVANIZED STEEL, TRIANGULAR
 LK0613'SHAPED, MAST WHICH IS 190 FEET IN HEIGHT.  IT IS LOCATED IN
 LK0613'PASTURE LAND ABOUT 9 MILES NORTHWEST OF CROOK AND 10 MILES
 LK0613'EAST-SOUTHEAST OF PEETZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0608 ***********************************************************************
 LK0608  DESIGNATION -  CROOK MUNICIPAL TANK
 LK0608  PID         -  LK0608
 LK0608  STATE/COUNTY-  CO/LOGAN
 LK0608  USGS QUAD   -  CROOK (1984)
 LK0608
 LK0608                         *CURRENT SURVEY CONTROL
 LK0608  ___________________________________________________________________
 LK0608* NAD 83(1992)-  40 51 25.93879(N)    102 48 07.26650(W)     ADJUSTED  
 LK0608* NAVD 88     -                                                        
 LK0608  ___________________________________________________________________
 LK0608  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 LK0608  GEOID HEIGHT-         -19.99  (meters)                     GEOID03
 LK0608
 LK0608  HORZ ORDER  -  THIRD
 LK0608
 LK0608.The horizontal coordinates were established by classical geodetic methods
 LK0608.and adjusted by the National Geodetic Survey in January 1993..
 LK0608
 LK0608
 LK0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0608
 LK0608.The geoid height was determined by GEOID03.
 LK0608
 LK0608;                    North         East     Units Scale Factor Converg.
 LK0608;SPC CO N     -   477,464.694 1,141,854.013   MT  1.00001282   +1 44 35.7
 LK0608;SPC CO N     - 1,566,482.08  3,746,232.71   sFT  1.00001282   +1 44 35.7
 LK0608;UTM  13      - 4,525,230.879   685,258.622   MT  1.00002244   +1 26 17.8
 LK0608
 LK0608                          SUPERSEDED SURVEY CONTROL
 LK0608
 LK0608  NAD 83(1986)-  40 51 25.93553(N)    102 48 07.26745(W) AD(       ) 4
 LK0608  NAD 27      -  40 51 25.96700(N)    102 48 05.57700(W) AD(       ) 3
 LK0608
 LK0608.Superseded values are not recommended for survey control.
 LK0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0608.See file dsdata.txt to determine how the superseded data were derived.
 LK0608
 LK0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF8525925231(NAD 83)
 LK0608_MARKER: 53 = ELEVATED TANK
 LK0608
 LK0608  HISTORY     - Date     Condition        Report By
 LK0608  HISTORY     - 1963     FIRST OBSERVED   CGS
 LK0608  HISTORY     - 1963     GOOD             NGS
 LK0608  HISTORY     - 1969     GOOD             CGS
 LK0608
 LK0608                          STATION DESCRIPTION
 LK0608
 LK0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 LK0608'THE STATION IS THE CENTER OF A BALL LOCATED ATOP THE CROOK,
 LK0608'MUNICIPAL WATER TANK.  THE WATER TANK IS A FOUR LEGGED STRUCTURE
 LK0608'PAINTED SILVER WITH A CENTER STANDPIPE.  THE TANK IS 125 FEET
 LK0608'IN HEIGHT AND IS LOCATED IN THE CENTER OF CROOK.
 LK0608
 LK0608                          STATION RECOVERY (1963)
 LK0608
 LK0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 LK0608'STATION MARK--CENTER OF BALL, LOCATED ATOP THE CROOK MUNICIPAL WATER
 LK0608'TANK.
 LK0608
 LK0608                          STATION RECOVERY (1969)
 LK0608
 LK0608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 LK0608'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2072 ***********************************************************************
 KK2072  DESIGNATION -  CROOKED TOP
 KK2072  PID         -  KK2072
 KK2072  STATE/COUNTY-  CO/PARK
 KK2072  USGS QUAD   -  SHAWNEE (1994)
 KK2072
 KK2072                         *CURRENT SURVEY CONTROL
 KK2072  ___________________________________________________________________
 KK2072* NAD 83(1992)-  39 27 34.07758(N)    105 30 44.27963(W)     ADJUSTED  
 KK2072* NAVD 88     -      3191.3    (meters)   10470.     (feet)  VERTCON   
 KK2072  ___________________________________________________________________
 KK2072  LAPLACE CORR-         -11.76  (seconds)                    DEFLEC99
 KK2072  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 KK2072
 KK2072  HORZ ORDER  -  THIRD
 KK2072
 KK2072.The horizontal coordinates were established by classical geodetic methods
 KK2072.and adjusted by the National Geodetic Survey in January 1993..
 KK2072
 KK2072.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2072
 KK2072.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2072
 KK2072.The geoid height was determined by GEOID03.
 KK2072
 KK2072;                    North         East     Units Scale Factor Converg.
 KK2072;SPC CO C     -   485,315.724   913,343.306   MT  0.99995543   -0 00 27.9
 KK2072;SPC CO C     - 1,592,240.00  2,996,527.16   sFT  0.99995543   -0 00 27.9
 KK2072;UTM  13      - 4,367,891.258   455,927.272   MT  0.99962391   -0 19 32.1
 KK2072
 KK2072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2072!SPC CO C     -   0.99950162  x   0.99995543  =   0.99945707
 KK2072!UTM  13      -   0.99950162  x   0.99962391  =   0.99912572
 KK2072
 KK2072                          SUPERSEDED SURVEY CONTROL
 KK2072
 KK2072  NAD 83(1986)-  39 27 34.07166(N)    105 30 44.28364(W) AD(       ) 3
 KK2072  NGVD 29 (03/12/92) 3190.0    (m)        10466.     (f) VERT ANG       
 KK2072
 KK2072.Superseded values are not recommended for survey control.
 KK2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2072.See file dsdata.txt to determine how the superseded data were derived.
 KK2072
 KK2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD5592767891(NAD 83)
 KK2072_MARKER: DD = SURVEY DISK
 KK2072_SETTING: 0 = UNSPECIFIED SETTING
 KK2072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK2072
 KK2072  HISTORY     - Date     Condition        Report By
 KK2072  HISTORY     - 1944     MONUMENTED       USGS
 KK2072
 KK2072                          STATION DESCRIPTION
 KK2072
 KK2072'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 KK2072'LOCATED ON HIGHEST PART OF SE. END OF CROOKED TOP MOUNTAIN.
 KK2072'
 KK2072'TO REACH FROM BAILEY, TAKE U.S. HIGHWAY 285 3.8 MI. NE., THENCE 6.8
 KK2072'MI. NW. ALONG RD. UP DEER CREEK VALLEY TO ENTRANCE TO BARNHART AND
 KK2072'SPRAGUE FOX FARM, THENCE 2.9 MI. ALONG FOREST SERVICE WORK RD. TO RD.
 KK2072'FORK, THENCE 2.2 MI. ALONG LEFT FORK OF RD. TO HIGH SADDLE.  STATION
 KK2072'IS TO E.
 KK2072'
 KK2072'STATION MARK--STANDARD TABLET STAMPED ---CROOKED TOP 1944---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1339 ***********************************************************************
 LL1339  DESIGNATION -  CROSIER
 LL1339  PID         -  LL1339
 LL1339  STATE/COUNTY-  CO/LARIMER
 LL1339  USGS QUAD   -  GLEN HAVEN (1980)
 LL1339
 LL1339                         *CURRENT SURVEY CONTROL
 LL1339  ___________________________________________________________________
 LL1339* NAD 83(1992)-  40 25 56.18472(N)    105 25 29.96378(W)     ADJUSTED  
 LL1339* NAVD 88     -      2821.1    (meters)    9256.     (feet)  VERTCON   
 LL1339  ___________________________________________________________________
 LL1339  LAPLACE CORR-         -18.49  (seconds)                    DEFLEC99
 LL1339  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 LL1339
 LL1339  HORZ ORDER  -  SECOND
 LL1339
 LL1339.The horizontal coordinates were established by classical geodetic methods
 LL1339.and adjusted by the National Geodetic Survey in January 1993..
 LL1339
 LL1339.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1339
 LL1339.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1339
 LL1339.The geoid height was determined by GEOID03.
 LL1339
 LL1339;                    North         East     Units Scale Factor Converg.
 LL1339;SPC CO N     -   426,820.344   920,766.410   MT  0.99996185   +0 02 54.5
 LL1339;SPC CO N     - 1,400,326.41  3,020,881.13   sFT  0.99996185   +0 02 54.5
 LL1339;UTM  13      - 4,475,823.854   463,952.721   MT  0.99961599   -0 16 32.3
 LL1339
 LL1339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1339!SPC CO N     -   0.99955972  x   0.99996185  =   0.99952159
 LL1339!UTM  13      -   0.99955972  x   0.99961599  =   0.99917588
 LL1339
 LL1339|---------------------------------------------------------------------|
 LL1339| PID    Reference Object                     Distance      Geod. Az  |
 LL1339|                                                           dddmmss.s |
 LL1339| CP6921 CROSIER RM 1                          8.352 METERS 06335     |
 LL1339| CP6920 CROSIER AZ MK                                      2545209.2 |
 LL1339| CP6922 CROSIER RM 2                          8.221 METERS 32111     |
 LL1339|---------------------------------------------------------------------|
 LL1339
 LL1339                          SUPERSEDED SURVEY CONTROL
 LL1339
 LL1339  NAD 83(1986)-  40 25 56.17496(N)    105 25 29.95936(W) AD(       ) 2
 LL1339  NAD 27      -  40 25 56.23400(N)    105 25 27.97800(W) AD(       ) 2
 LL1339  NGVD 29 (07/19/86) 2819.9    (m)         9252.     (f) VERT ANG       
 LL1339
 LL1339.Superseded values are not recommended for survey control.
 LL1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1339.See file dsdata.txt to determine how the superseded data were derived.
 LL1339
 LL1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE6395375824(NAD 83)
 LL1339_MARKER: DS = TRIANGULATION STATION DISK
 LL1339_SETTING: 66 = SET IN ROCK OUTCROP
 LL1339
 LL1339  HISTORY     - Date     Condition        Report By
 LL1339  HISTORY     - 1949     MONUMENTED       CGS
 LL1339
 LL1339                          STATION DESCRIPTION
 LL1339
 LL1339'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LL1339'THE STATION IS LOCATED ABOUT 18 MILES AIR LINE WEST OF LOVELAND,
 LL1339'ABOUT 7 MILES AIR LINE NORTHEAST OF ESTES PARK, BETWEEN THE
 LL1339'NORTH FORK OF THOMPSON RIVER AND THE BIG THOMPSON RIVER, ON A
 LL1339'HIGH ROCKY, TIMBERED PEAK WHICH IS STEEP ON ALL SIDES AND IS
 LL1339'THE HIGHEST POINT IN THE VICINITY.  THE STATION IS 4 FEET
 LL1339'SOUTH OF THE HIGHEST POINT OF A SHARP OUTCROP WHICH PROJECTS
 LL1339'ABOUT 10 FEET.  THE MARK IS SET IN A DEPRESSION APPROXIMATELY
 LL1339'10 INCHES BELOW THE TOP SURFACE, STAMPED, CROSIER 1949.
 LL1339'
 LL1339'REFERENCE MARK NO. 1 IS APPROXIMATELY 4 FEET LOWER THAN THE
 LL1339'STATION, PROJECTS 4 FEET AND IS STAMPED, CROSIER NO 1 1949.
 LL1339'
 LL1339'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 LL1339'STATION, 3 FEET EAST OF THE WEST RIM, PROJECTS 5 FEET AND IS
 LL1339'STAMPED, CROSIER NO 2 1949.
 LL1339'
 LL1339'THE AZIMUTH MARK IS LOCATED ALONG THE TRAIL TO STATION, IN
 LL1339'AN OPENING ON THE EAST SIDE OF HILL, 8 FEET EAST OF AND ABOUT
 LL1339'2 FEET LOWER THAN THE TRAIL, 8 FEET SOUTHWEST OF A 4X4 WITNESS
 LL1339'POST, SET FLUSH, AND IS STAMPED, CROSIER 1949.
 LL1339'
 LL1339'TO REACH FROM ESTES PARK, TAKE MC GREGOR LANE TOWARD GLEN
 LL1339'HAVEN (NORTHERLY) FOR 1.0 MILE TO A FORK AT END OF PAVEMENT.
 LL1339'TAKE THE RIGHT FORK, MAIN TRAVELED ROAD, AND GO 2.65 MILES
 LL1339'TO A FORK AND SIGN H BAR G RANCH.  TAKE THE RIGHT FORK FOR 0.35
 LL1339'MILE TO A FORK AND SIGN H BAR G RANCH.  TAKE THE RIGHT FORK
 LL1339'FOR 1.1 MILE TO A FORK.  TAKE THE LEFT FORK FOR 0.4 MILE TO
 LL1339'THE H BAR G RANCH HOTEL.  PASS THE HOTEL AND THEN TURN RIGHT
 LL1339'JUST BACK OF GARAGE, PASS THROUGH GATE THENCE SOUTHEAST UP
 LL1339'GRASSY DRAW FOR 0.2 MILE TO A WIRE GATE.  PASS THROUGH GATE
 LL1339'AND CONTINUE UP STOCK TRAIL FOR 0.6 MILE TO FORK IN STOCK
 LL1339'TRAIL AND TRIANGLE BLAZE ON A SMALL ASPEN.  TAKE THE LEFT
 LL1339'FORK OF TRAIL AND CONTINUE FOR 0.55 MILE TO THE END OF
 LL1339'TRUCK TRAVEL.  FROM THIS POINT CONTINUE ALONG TRAIL FOR
 LL1339'APPROXIMATELY 0.1 MILE TO THE AZIMUTH MARK AS DESCRIBED
 LL1339'ABOVE.  TURN LEFT, LEAVING TRAIL, AND GO DOWN HILL FOR
 LL1339'APPROXIMATELY 100 YARDS TO ANOTHER TRAIL, FOLLOW THIS
 LL1339'TRAIL DOWN HILL TO A SADDLE.  FROM HERE PICK WAY UP STEEP,
 LL1339'ROCKY HILL (NORTHEASTERLY) TO THE HIGHEST POINT AND
 LL1339'STATION.  A 1-HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0525 ***********************************************************************
 LN0525  DESIGNATION -  CROSS
 LN0525  PID         -  LN0525
 LN0525  STATE/COUNTY-  CO/MOFFAT
 LN0525  USGS QUAD   -  LONE MOUNTAIN (1986)
 LN0525
 LN0525                         *CURRENT SURVEY CONTROL
 LN0525  ___________________________________________________________________
 LN0525* NAD 83(1992)-  40 31 19.73565(N)    108 22 53.73551(W)     ADJUSTED  
 LN0525* NAVD 88     -      2381.8    (meters)    7814.     (feet)  VERTCON   
 LN0525  ___________________________________________________________________
 LN0525  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 LN0525  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 LN0525
 LN0525  HORZ ORDER  -  SECOND
 LN0525
 LN0525.The horizontal coordinates were established by classical geodetic methods
 LN0525.and adjusted by the National Geodetic Survey in January 1997..
 LN0525
 LN0525.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0525
 LN0525.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0525
 LN0525.The geoid height was determined by GEOID03.
 LN0525
 LN0525;                    North         East     Units Scale Factor Converg.
 LN0525;SPC CO N     -   440,764.469   670,266.748   MT  0.99996804   -1 51 42.8
 LN0525;SPC CO N     - 1,446,074.76  2,199,033.49   sFT  0.99996804   -1 51 42.8
 LN0525;UTM  12      - 4,489,007.560   721,806.893   MT  1.00020563   +1 42 07.1
 LN0525
 LN0525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0525!SPC CO N     -   0.99962905  x   0.99996804  =   0.99959711
 LN0525!UTM  12      -   0.99962905  x   1.00020563  =   0.99983461
 LN0525
 LN0525|---------------------------------------------------------------------|
 LN0525| PID    Reference Object                     Distance      Geod. Az  |
 LN0525|                                                           dddmmss.s |
 LN0525| CP4776 CROSS RM 1                            6.175 METERS 04847     |
 LN0525| CP4775 CROSS AZ MK                                        1414158.2 |
 LN0525| CP4777 CROSS RM 2                            8.095 METERS 14434     |
 LN0525|---------------------------------------------------------------------|
 LN0525
 LN0525                          SUPERSEDED SURVEY CONTROL
 LN0525
 LN0525  NAD 83(1992)-  40 31 19.73483(N)    108 22 53.73546(W) AD(       ) 2
 LN0525  NAD 83(1986)-  40 31 19.73210(N)    108 22 53.73321(W) AD(       ) 2
 LN0525  NAD 27      -  40 31 19.85100(N)    108 22 51.38600(W) AD(       ) 2
 LN0525  NGVD 29 (07/19/86) 2380.5    (m)         7810.     (f) VERT ANG       
 LN0525
 LN0525.Superseded values are not recommended for survey control.
 LN0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0525.See file dsdata.txt to determine how the superseded data were derived.
 LN0525
 LN0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK2180789008(NAD 83)
 LN0525_MARKER: DS = TRIANGULATION STATION DISK
 LN0525_SETTING: 66 = SET IN ROCK OUTCROP
 LN0525
 LN0525  HISTORY     - Date     Condition        Report By
 LN0525  HISTORY     - 1937     MONUMENTED       CGS
 LN0525  HISTORY     - 1955     GOOD             USGS
 LN0525
 LN0525                          STATION DESCRIPTION
 LN0525
 LN0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LN0525'STATION LOCATED ABOUT 10 MILES W AND 2-1/2 MILES S OF SUNBEAM
 LN0525'POST OFFICE, COLORADO.  IT IS ON HIGHEST PEAK OF CROSS MOUNTAIN
 LN0525'WHICH SETS IN THE FORKS OF THE YAMPA, AND THE LITTLE SNAKE
 LN0525'RIVERS, AND NE OF THEIR INTERSECTIONS.  THERE ARE THREE HIGH
 LN0525'POINTS ON THE MOUNTAIN, THE STATION BEING ON THE MIDDLE AND
 LN0525'HIGHEST.  THE STATION IS ABOUT 2 MILES E OF THE LITTLE SNAKE
 LN0525'AND 3-1/2 MILES N OF THE YAMPA WHERE IT CUTS THROUGH THE
 LN0525'MOUNTAINS IN A DEEP GORGE.  THE PEAK ONE HALF MILE N HAS A
 LN0525'CAIRN.  THERE IS RIM-ROCK ON THE E SIDE OF THE MOUNTAIN ABOUT 30
 LN0525'YARDS FROM THE STATION.  A FLAT-TOPPED PEAK A FEW FEET LOWER
 LN0525'LIES 250 YARDS S ACROSS A SMALL SADDLE.
 LN0525'
 LN0525'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 LN0525'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 LN0525'
 LN0525'STATION REACHED FROM MAYBELLE POST OFFICE BY GOING W ON OLD
 LN0525'U.S. HIGHWAY 40 FOR 7.3 MILES, THENCE TAKE RIGHT FORK N DOWN
 LN0525'GULCH TO BRIDGE FOR 0.5 MILE, THENCE GO 0.1 MILE, CROSSING
 LN0525'STEEL BRIDGE OVER YAMPA RIVER TO SUNBEAM POST OFFICE, THENCE
 LN0525'GO NORTHWESTERLY FOR 1.9 MILES TO A FORK, THENCE TAKE LEFT FORK
 LN0525'W FOR 7.4 MILES, THENCE AT THE FOOT OF A LONG GRADE AFTER
 LN0525'PASSING SUMMIT, 20 YARDS S OF A SMALL CULVERT WHERE THE MAIN
 LN0525'ROAD TURNS NORTHERLY, LEAVE MAIN ROAD TURN LEFT ON RANCH
 LN0525'ROAD FOR 1.2 MILES TO RANCH BUILDINGS AT FOOT OF MOUNTAIN AND
 LN0525'END OF TRUCK TRAVEL.  THE STATION LIES ABOUT 1.0 MILE NW AND
 LN0525'ABOUT 1500 FEET HIGHER ELEVATION.  PACK UP FACE OF MOUNTAIN
 LN0525'BEARING TO N AND HIGHEST POINT AND STATION.
 LN0525
 LN0525                          STATION RECOVERY (1955)
 LN0525
 LN0525'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955 (HWS)
 LN0525'FOUND AS DESCRIBED.
 LN0525'
 LN0525'STATION MARK--STANDARD USC AND GS DISK WEDGED IN DRILL HOLE IN
 LN0525'OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0409 ***********************************************************************
 HJ0409  DESIGNATION -  CROSS
 HJ0409  PID         -  HJ0409
 HJ0409  STATE/COUNTY-  CO/OTERO
 HJ0409  USGS QUAD   -  LA JUNTA SE (1984)
 HJ0409
 HJ0409                         *CURRENT SURVEY CONTROL
 HJ0409  ___________________________________________________________________
 HJ0409* NAD 83(1992)-  37 47 39.46105(N)    103 32 55.29262(W)     ADJUSTED  
 HJ0409* NAVD 88     -      1422.1    (meters)    4666.     (feet)  VERTCON   
 HJ0409  ___________________________________________________________________
 HJ0409  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 HJ0409  GEOID HEIGHT-         -21.60  (meters)                     GEOID03
 HJ0409
 HJ0409  HORZ ORDER  -  SECOND
 HJ0409
 HJ0409.The horizontal coordinates were established by classical geodetic methods
 HJ0409.and adjusted by the National Geodetic Survey in January 1993..
 HJ0409
 HJ0409.The NAVD 88 height was computed by applying the VERTCON shift value to
 HJ0409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HJ0409
 HJ0409.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0409
 HJ0409.The geoid height was determined by GEOID03.
 HJ0409
 HJ0409;                    North         East     Units Scale Factor Converg.
 HJ0409;SPC CO S     -   431,744.008 1,086,245.767   MT  0.99994564   +1 11 48.8
 HJ0409;SPC CO S     - 1,416,480.13  3,563,791.32   sFT  0.99994564   +1 11 48.8
 HJ0409;UTM  13      - 4,183,983.874   627,779.467   MT  0.99980110   +0 53 22.3
 HJ0409
 HJ0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0409!SPC CO S     -   0.99978028  x   0.99994564  =   0.99972593
 HJ0409!UTM  13      -   0.99978028  x   0.99980110  =   0.99958143
 HJ0409
 HJ0409:                Primary Azimuth Mark                     Grid Az
 HJ0409:SPC CO S     -  CROSS AZ MK                              009 51 50.3
 HJ0409:UTM  13      -  CROSS AZ MK                              010 10 16.8
 HJ0409
 HJ0409|---------------------------------------------------------------------|
 HJ0409| PID    Reference Object                     Distance      Geod. Az  |
 HJ0409|                                                           dddmmss.s |
 HJ0409| CM7888 CROSS AZ MK                                        0110339.1 |
 HJ0409| CM7889 CROSS RM 1                            9.616 METERS 03638     |
 HJ0409| CM7890 CROSS RM 2                            8.589 METERS 13736     |
 HJ0409|---------------------------------------------------------------------|
 HJ0409
 HJ0409                          SUPERSEDED SURVEY CONTROL
 HJ0409
 HJ0409  NAD 83(1986)-  37 47 39.44151(N)    103 32 55.28192(W) AD(       ) 2
 HJ0409  NAD 27      -  37 47 39.39700(N)    103 32 53.48400(W) AD(       ) 2
 HJ0409  NGVD 29 (07/19/86) 1421.4    (m)         4663.     (f) VERT ANG       
 HJ0409
 HJ0409.Superseded values are not recommended for survey control.
 HJ0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0409.See file dsdata.txt to determine how the superseded data were derived.
 HJ0409
 HJ0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB2777983984(NAD 83)
 HJ0409_MARKER: DS = TRIANGULATION STATION DISK
 HJ0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0409
 HJ0409  HISTORY     - Date     Condition        Report By
 HJ0409  HISTORY     - 1952     MONUMENTED       CGS
 HJ0409
 HJ0409                          STATION DESCRIPTION
 HJ0409
 HJ0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LGT)
 HJ0409'THE STATION IS LOCATED ON THE SOUTH EDGE OF A MESA ABOUT 12
 HJ0409'MILES SOUTH OF LA JUNTA AND 2.5 MILES WEST OF STATE HIGHWAY
 HJ0409'109.
 HJ0409'
 HJ0409'TO REACH THE STATION FROM THE POST OFFICE IN LA JUNTA, GO
 HJ0409'SOUTH FOR 0.4 MILE TO A STOP STREET.  TURN RIGHT AND GO 0.2
 HJ0409'MILE.  HERE TURN LEFT AND FOLLOW STATE HIGHWAY 109 SOUTHERLY
 HJ0409'FOR 10.5 MILES TO A ROAD RIGHT ABOUT 0.1 MILE BEFORE THE
 HJ0409'ROAD STARTS DROPPING INTO A VALLEY.  TURN RIGHT FOR 0.05 MILE
 HJ0409'TO A WIRE GATE.  PASS THROUGH THE GATE AND GO SOUTHWEST ON
 HJ0409'THE TRACK ROAD FOR 0.95 MILE TO A FORK.  TAKE THE LEFT FORK,
 HJ0409'SOUTH, FOR 0.4 MILE TO A FORK.  TAKE THE LEFT FORK FOR 1.1
 HJ0409'MILE TO A CROSSROADS.  CONTINUE STRAIGHT AHEAD, SOUTHWEST,
 HJ0409'FOR 0.6 MILE TO THE AZIMUTH MARK ON THE LEFT AND A FORK.
 HJ0409'TAKE THE LEFT FORK, SOUTH, FOR 0.3 MILE TO A WOODEN CROSS
 HJ0409'AND THE STATION AS DESCRIBED.  A DRIVE STATION.
 HJ0409'
 HJ0409'THE STATION MARK, STAMPED CROSS 1952, IS A STANDARD DISK
 HJ0409'SET IN THE TOP OF A 10 IN X 10 IN SQUARE CONCRETE POST THAT
 HJ0409'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS ABOUT 100 YARDS
 HJ0409'SOUTHWEST OF A WOODEN CROSS, 75 YARDS NORTH OF THE SOUTH
 HJ0409'EDGE OF THE MESA AND 6 FEET NORTHEAST OF A WHITE WITNESS
 HJ0409'POST.
 HJ0409'
 HJ0409'REFERENCE MARK 1, STAMPED CROSS NO 1 1952, IS A STANDARD DISK
 HJ0409'SET IN THE TOP OF A 10 IN X 10 IN SQUARE CONCRETE POST THAT
 HJ0409'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS ABOUT THE SAME
 HJ0409'ELEVATION AS THE STATION MARK.
 HJ0409'
 HJ0409'REFERENCE MARK 2, STAMPED CROSS NO 2 1952, IS A STANDARD
 HJ0409'DISK SET IN THE TOP OF A 10 IN X 10 IN SQUARE CONCRETE POST
 HJ0409'THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS ABOUT THE SAME
 HJ0409'ELEVATION AS THE STATION MARK.
 HJ0409'
 HJ0409'THE AZIMUTH MARK, STAMPED CROSS 1952, IS A STANDARD DISK SET
 HJ0409'IN THE TOP OF A 10 IN X 10 IN SQUARE CONCRETE POST THAT
 HJ0409'PROJECTS 7 INCHES ABOVE THE GROUND.  IT IS 10 FEET SOUTHEAST
 HJ0409'OF THE CENTER OF A FORK IN THE TRACK ROAD AND 2 FEET SOUTH OF
 HJ0409'A WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1309 ***********************************************************************
 JK1309  DESIGNATION -  CROSS
 JK1309  PID         -  JK1309
 JK1309  STATE/COUNTY-  CO/PARK
 JK1309  USGS QUAD   -  DICKS PEAK (1983)
 JK1309
 JK1309                         *CURRENT SURVEY CONTROL
 JK1309  ___________________________________________________________________
 JK1309* NAD 83(1992)-  38 51 47.99886(N)    105 38 17.01920(W)     ADJUSTED  
 JK1309* NAVD 88     -      3040.0    (meters)    9974.     (feet)  VERTCON   
 JK1309  ___________________________________________________________________
 JK1309  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 JK1309  GEOID HEIGHT-         -13.92  (meters)                     GEOID03
 JK1309
 JK1309  HORZ ORDER  -  THIRD
 JK1309
 JK1309.The horizontal coordinates were established by classical geodetic methods
 JK1309.and adjusted by the National Geodetic Survey in January 1993..
 JK1309
 JK1309.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1309
 JK1309.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1309
 JK1309.The geoid height was determined by GEOID03.
 JK1309
 JK1309;                    North         East     Units Scale Factor Converg.
 JK1309;SPC CO C     -   419,146.837   902,419.807   MT  0.99994447   -0 05 13.5
 JK1309;SPC CO C     - 1,375,150.91  2,960,688.98   sFT  0.99994447   -0 05 13.5
 JK1309;UTM  13      - 4,301,804.091   444,642.813   MT  0.99963773   -0 24 01.3
 JK1309
 JK1309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1309!SPC CO C     -   0.99952544  x   0.99994447  =   0.99946994
 JK1309!UTM  13      -   0.99952544  x   0.99963773  =   0.99916335
 JK1309
 JK1309:                Primary Azimuth Mark                     Grid Az
 JK1309:SPC CO C     -  RODGERS                                  059 31 45.3
 JK1309:UTM  13      -  RODGERS                                  059 50 33.1
 JK1309
 JK1309|---------------------------------------------------------------------|
 JK1309| PID    Reference Object                     Distance      Geod. Az  |
 JK1309|                                                           dddmmss.s |
 JK1309| JK1307 RODGERS                             APPROX. 6.4 KM 0592631.8 |
 JK1309|---------------------------------------------------------------------|
 JK1309
 JK1309                          SUPERSEDED SURVEY CONTROL
 JK1309
 JK1309  NAD 83(1986)-  38 51 47.99233(N)    105 38 17.02316(W) AD(       ) 3
 JK1309  NAD 27      -  38 51 48.00335(N)    105 38 15.00171(W) AD(       ) 3
 JK1309  NGVD 29 (07/19/86) 3038.4    (m)         9968.     (f) VERT ANG       
 JK1309
 JK1309.Superseded values are not recommended for survey control.
 JK1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1309.See file dsdata.txt to determine how the superseded data were derived.
 JK1309
 JK1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD4464301804(NAD 83)
 JK1309_MARKER: DD = SURVEY DISK
 JK1309_SETTING: 66 = SET IN ROCK OUTCROP
 JK1309_SP_SET: SET IN ROCK OUTCROP
 JK1309_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK1309+STABILITY: POSITION/ELEVATION WELL
 JK1309
 JK1309  HISTORY     - Date     Condition        Report By
 JK1309  HISTORY     - 1954     MONUMENTED       USGS
 JK1309
 JK1309                          STATION DESCRIPTION
 JK1309
 JK1309'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JK1309'STATION IS LOCATED ABOUT 15 MI. S. OF HARTSEL, COLORADO, 12 MI. N. OF
 JK1309'GUFFEY, COLORADO, AND 11 MI. W. OF ELEVEN MILE RESERVOIR, ON THREE
 JK1309'MILE MOUNTAIN, ON THE HIGHEST POINT ON THE N. RIM.
 JK1309'
 JK1309'TO REACH STATION FROM THE JUNCTION OF COLORADO 9 AND U.S. HIGHWAY 24,
 JK1309'GO S. ON COLORADO 9 FOR 14.7 MI. TO U.S. FOREST SERVICE SIGN
 JK1309'---ELEVEN MILE RESERVOIR--- AND RED TOOL SHED.  TAKE DIRT RD. LEFT
 JK1309'TOWARD ELEVEN MILE RESERVOIR FOR 1.5 MI. TO U.S. FOREST SERVICE
 JK1309'BOUNDARY FENCE, AND GO THROUGH CATTLEGUARD.  FOLLOW THE FENCE W. FOR
 JK1309'APPROXIMATELY 0.1 MI. TO BOTTOM OF HILL AND END OF TRUCK TRAVEL.
 JK1309'PACK W. TO TOP OF HILL AND THEN ALONG TOP OF N. RIM AND STATION.
 JK1309'
 JK1309'STATION MARK--BRONZE TRIANGULATION TABLET, STAMPED ---CROSS 1954---,
 JK1309'SET ABOUT 6 FT. FROM THE EDGE OF A CLIFF, IN THE TOP OF A ROCK
 JK1309'OUTCROPPING.
 JK1309'
 JK1309'REFERENCE MARK NO. 1--A COPPER NAIL AND WASHER, SET IN THE W. SIDE
 JK1309'OF A TREE TRUNK, AND 25.3 FT. E. OF THE STATION MARK, N 52 DEG
 JK1309'51 MIN E.
 JK1309'
 JK1309'REFERENCE MARK NO. 2--A COPPER NAIL AND WASHER, CEMENTED IN A DRILL
 JK1309'HOLE IN BEDROCK FLUSH WITH GROUND, AND 39.05 FT. SW. OF STATION,
 JK1309'S 06 DEG 27 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9849 ***********************************************************************
 AG9849  DESIGNATION -  CROSTHWAIT
 AG9849  PID         -  AG9849
 AG9849  STATE/COUNTY-  CO/MORGAN
 AG9849  USGS QUAD   -  MESSEX (1984)
 AG9849
 AG9849                         *CURRENT SURVEY CONTROL
 AG9849  ___________________________________________________________________
 AG9849* NAD 83(1992)-  40 23 19.52266(N)    103 29 23.26232(W)     ADJUSTED  
 AG9849* NAVD 88     -      1254.4    (meters)    4115.     (feet)  GPS OBS   
 AG9849  ___________________________________________________________________
 AG9849  X           -  -1,135,053.165 (meters)                     COMP
 AG9849  Y           -  -4,731,549.086 (meters)                     COMP
 AG9849  Z           -   4,111,759.017 (meters)                     COMP
 AG9849  LAPLACE CORR-          -2.65  (seconds)                    DEFLEC99
 AG9849  ELLIP HEIGHT-        1234.77  (meters)          (12/03/02) GPS OBS
 AG9849  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 AG9849
 AG9849  HORZ ORDER  -  FIRST
 AG9849  ELLP ORDER  -  FOURTH    CLASS II
 AG9849
 AG9849.The horizontal coordinates were established by GPS observations
 AG9849.and adjusted by the National Geodetic Survey in August 1998..
 AG9849
 AG9849.The orthometric height was determined by GPS observations and a
 AG9849.high-resolution geoid model.
 AG9849
 AG9849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9849
 AG9849.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9849
 AG9849.The ellipsoidal height was determined by GPS observations
 AG9849.and is referenced to NAD 83.
 AG9849
 AG9849.The geoid height was determined by GEOID03.
 AG9849
 AG9849;                    North         East     Units Scale Factor Converg.
 AG9849;SPC CO N     -   423,920.042 1,085,062.062   MT  0.99995974   +1 17 55.9
 AG9849;SPC CO N     - 1,390,811.00  3,559,907.78   sFT  0.99995974   +1 17 55.9
 AG9849;UTM  13      - 4,472,001.555   628,179.031   MT  0.99980224   +0 58 43.3
 AG9849
 AG9849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9849!SPC CO N     -   0.99980634  x   0.99995974  =   0.99976609
 AG9849!UTM  13      -   0.99980634  x   0.99980224  =   0.99960862
 AG9849
 AG9849                          SUPERSEDED SURVEY CONTROL
 AG9849
 AG9849  ELLIP H (08/11/98) 1234.79   (m)                       GP(       ) 4 1
 AG9849
 AG9849.Superseded values are not recommended for survey control.
 AG9849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9849.See file dsdata.txt to determine how the superseded data were derived.
 AG9849
 AG9849_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE2817972002(NAD 83)
 AG9849_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9849_STAMPING: CROSTHWAIT 1997
 AG9849_MARK LOGO: NGS   
 AG9849_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9849+STABILITY: SURFACE MOTION
 AG9849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9849+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AG9849
 AG9849  HISTORY     - Date     Condition        Report By
 AG9849  HISTORY     - 1997     MONUMENTED       NGS
 AG9849
 AG9849                          STATION DESCRIPTION
 AG9849
 AG9849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AG9849'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) NORTHEAST OF BRUSH, 7 MI
 AG9849'(11.3 KM) NORTHEAST OF SNYDER AND 6 MI (9.7 KM) NORTH-NORTHEAST OF
 AG9849'HILLROSE, IN THE NORTHEAST 1/4 OF SECTION 23, T 5 N, R 55 W.
 AG9849'OWNERSHIP--COLORADO STATE WILDLIFE AREA  TO REACH THE STATION FROM THE
 AG9849'INTERSECTION OF STATE HIGHWAY 71 AND SECOND STREET IN SNYDER, GO EAST
 AG9849'ON SECOND STREET WHICH CHANGES INTO MORGAN COUNTY ROAD W.7 FOR 6.05 MI
 AG9849'(9.74 KM) TO THE OLD TOWN OF UNION WHERE THE RAILROAD CROSSES THE
 AG9849'COUNTY ROAD.  CROSS THE TRACKS AND CONTINUE ON COUNTY ROAD W.7 FOR 1.1
 AG9849'MI (1.8 KM) THE MARK ON THE RIGHT IN THE SOUTHWEST CORNER OF THE
 AG9849'ELLIOT STATE WILDLIFE AREA PARKING LOT  THE MARK IS A STANDARD DISK
 AG9849'SET INTO THE TOP OF A ROUND 40 CM CONCRETE POST PROJECTING 2 CM ABOVE
 AG9849'THE GROUND.  IT IS 48.7 M (159.8 FT) SOUTH FROM THE CENTER OF COUNTY
 AG9849'ROAD W.7, 40.6 M (133.2 FT) SOUTH FROM A FENCE CORNER, 5.5 M (18.0 FT)
 AG9849'NORTHWEST FROM THE WEST END OF A CULVERT FOR A WALKING PATH, 5.4 M
 AG9849'(17.7 FT) WEST FROM A TRACK ROAD GOING NORTH-SOUTH, 0.9 M (3.0 FT)
 AG9849'SOUTH FROM A WITNESS POST AND 0.5 M (1.6 FT) NORTHEAST FROM A FENCE
 AG9849'CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0047 ***********************************************************************
 LL0047  DESIGNATION -  CROW
 LL0047  PID         -  LL0047
 LL0047  STATE/COUNTY-  CO/WELD
 LL0047  USGS QUAD   -  BAKER DRAW (1972)
 LL0047
 LL0047                         *CURRENT SURVEY CONTROL
 LL0047  ___________________________________________________________________
 LL0047* NAD 83(1992)-  40 38 52.13542(N)    104 22 59.01550(W)     ADJUSTED  
 LL0047* NAVD 88     -      1515.996  (meters)    4973.73   (feet)  ADJUSTED  
 LL0047  ___________________________________________________________________
 LL0047  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 LL0047  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 LL0047  DYNAMIC HT  -        1514.756 (meters)    4969.66  (feet)  COMP
 LL0047  MODELED GRAV-     979,753.2   (mgal)                       NAVD 88
 LL0047
 LL0047  HORZ ORDER  -  THIRD
 LL0047  VERT ORDER  -  SECOND    CLASS 0
 LL0047
 LL0047.The horizontal coordinates were established by classical geodetic methods
 LL0047.and adjusted by the National Geodetic Survey in January 1993..
 LL0047
 LL0047.The orthometric height was determined by differential leveling
 LL0047.and adjusted by the National Geodetic Survey in June 1991..
 LL0047
 LL0047.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL0047
 LL0047.The geoid height was determined by GEOID03.
 LL0047
 LL0047.The dynamic height is computed by dividing the NAVD 88
 LL0047.geopotential number by the normal gravity value computed on the
 LL0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0047.degrees latitude (g = 980.6199 gals.).
 LL0047
 LL0047.The modeled gravity was interpolated from observed gravity values.
 LL0047
 LL0047;                    North         East     Units Scale Factor Converg.
 LL0047;SPC CO N     -   451,346.753 1,008,869.909   MT  0.99998082   +0 43 18.1
 LL0047;SPC CO N     - 1,480,793.47  3,309,934.03   sFT  0.99998082   +0 43 18.1
 LL0047;UTM  13      - 4,499,845.363   552,160.959   MT  0.99963349   +0 24 06.8
 LL0047
 LL0047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL0047!SPC CO N     -   0.99976510  x   0.99998082  =   0.99974593
 LL0047!UTM  13      -   0.99976510  x   0.99963349  =   0.99939868
 LL0047
 LL0047|---------------------------------------------------------------------|
 LL0047| PID    Reference Object                     Distance      Geod. Az  |
 LL0047|                                                           dddmmss.s |
 LL0047| LL0046 CROW RM 1                            16.083 METERS 17637     |
 LL0047| LL1195 SITE SIX                            APPROX. 0.5 KM 3514203.4 |
 LL0047| LL0048 CROW RM 2                            76.270 METERS 35511     |
 LL0047|---------------------------------------------------------------------|
 LL0047
 LL0047                          SUPERSEDED SURVEY CONTROL
 LL0047
 LL0047  NAD 83(1986)-  40 38 52.12598(N)    104 22 59.01735(W) AD(       ) 3
 LL0047  NGVD 29 (07/19/86) 1515.24   (m)         4971.2    (f) LEVELING    3  
 LL0047
 LL0047.Superseded values are not recommended for survey control.
 LL0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0047.See file dsdata.txt to determine how the superseded data were derived.
 LL0047
 LL0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE5216199845(NAD 83)
 LL0047_MARKER: DD = SURVEY DISK
 LL0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0047_STAMPING: CROW 1960
 LL0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0047+STABILITY: SURFACE MOTION
 LL0047
 LL0047  HISTORY     - Date     Condition        Report By
 LL0047  HISTORY     - 1960     MONUMENTED       CGS
 LL0047  HISTORY     - 1960     GOOD             NGS
 LL0047
 LL0047                          STATION DESCRIPTION
 LL0047
 LL0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LL0047'3 MI NW FROM BRIGGSDALE.
 LL0047'0.25 MILE WEST ALONG GRAVELED ROAD FROM THE POST OFFICE AT
 LL0047'BRIGGSDALE, THENCE 0.35 MILE NORTH ALONG GRAVELED ROAD TO STATE
 LL0047'HIGHWAY 14, THENCE 2.7 MILES WEST ALONG STATE HIGHWAY 14 TO THE
 LL0047'ENTRANCE OF MISSILE SITE 549-6, THENCE 0.5 MILE NORTH ALONG
 LL0047'MISSILE ROAD, 30 FEET EAST OF THE CENTER OF ROAD, 4.5 FEET WEST
 LL0047'OF THE FENCE, 6 FEET WEST OF A WITNESS POST, SET IN THE TOP OF
 LL0047'A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0046 ***********************************************************************
 LL0046  DESIGNATION -  CROW RM 1
 LL0046  PID         -  LL0046
 LL0046  STATE/COUNTY-  CO/WELD
 LL0046  USGS QUAD   -  BAKER DRAW (1972)
 LL0046
 LL0046                         *CURRENT SURVEY CONTROL
 LL0046  ___________________________________________________________________
 LL0046* NAD 83(1986)-  40 38 48.     (N)    104 22 58.     (W)     SCALED    
 LL0046* NAVD 88     -      1515.876  (meters)    4973.34   (feet)  ADJUSTED  
 LL0046  ___________________________________________________________________
 LL0046  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 LL0046  DYNAMIC HT  -        1514.635 (meters)    4969.27  (feet)  COMP
 LL0046  MODELED GRAV-     979,753.2   (mgal)                       NAVD 88
 LL0046
 LL0046  VERT ORDER  -  SECOND    CLASS 0
 LL0046
 LL0046.The horizontal coordinates were scaled from a topographic map and have
 LL0046.an estimated accuracy of +/- 6 seconds.
 LL0046
 LL0046.The orthometric height was determined by differential leveling
 LL0046.and adjusted by the National Geodetic Survey in June 1991..
 LL0046
 LL0046.The geoid height was determined by GEOID03.
 LL0046
 LL0046.The dynamic height is computed by dividing the NAVD 88
 LL0046.geopotential number by the normal gravity value computed on the
 LL0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0046.degrees latitude (g = 980.6199 gals.).
 LL0046
 LL0046.The modeled gravity was interpolated from observed gravity values.
 LL0046
 LL0046;                    North         East    Units  Estimated Accuracy
 LL0046;SPC CO N     -   451,220.    1,008,900.      MT  (+/- 180 meters Scaled)
 LL0046
 LL0046                          SUPERSEDED SURVEY CONTROL
 LL0046
 LL0046  NGVD 29 (??/??/92) 1515.015  (m)         4970.51   (f) ADJ UNCH    2 0
 LL0046
 LL0046.Superseded values are not recommended for survey control.
 LL0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0046.See file dsdata.txt to determine how the superseded data were derived.
 LL0046
 LL0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE521997(NAD 83)
 LL0046_MARKER: DR = REFERENCE MARK DISK
 LL0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0046_STAMPING: CROW NO 1 1960
 LL0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0046+STABILITY: SURFACE MOTION
 LL0046
 LL0046  HISTORY     - Date     Condition        Report By
 LL0046  HISTORY     - 1960     MONUMENTED       CGS
 LL0046  HISTORY     - 1960     GOOD             NGS
 LL0046
 LL0046                          STATION DESCRIPTION
 LL0046
 LL0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LL0046'3 MI NW FROM BRIGGSDALE.
 LL0046'0.25 MILE WEST ALONG GRAVELED ROAD FROM THE POST OFFICE AT BRIGGSDALE,
 LL0046'THENCE 0.35 MILE NORTH ALONG GRAVELED ROAD TO STATE HIGHWAY 14,
 LL0046'THENCE 2.7 MILES WEST ALONG STATE HIGHWAY 14 TO THE ENTRANCE OF
 LL0046'MISSILE SITE 549-6, THENCE 0.5 MILE NORTH ALONG MISSILE ROAD, 30
 LL0046'FEET EAST OF THE CENTER OF THE ROAD, SET IN THE TOP OF A CONCRETE
 LL0046'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0048 ***********************************************************************
 LL0048  DESIGNATION -  CROW RM 2
 LL0048  PID         -  LL0048
 LL0048  STATE/COUNTY-  CO/WELD
 LL0048  USGS QUAD   -  BAKER DRAW (1972)
 LL0048
 LL0048                         *CURRENT SURVEY CONTROL
 LL0048  ___________________________________________________________________
 LL0048* NAD 83(1986)-  40 38 48.     (N)    104 22 58.     (W)     SCALED    
 LL0048* NAVD 88     -      1515.989  (meters)    4973.71   (feet)  ADJUSTED  
 LL0048  ___________________________________________________________________
 LL0048  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 LL0048  DYNAMIC HT  -        1514.749 (meters)    4969.64  (feet)  COMP
 LL0048  MODELED GRAV-     979,753.2   (mgal)                       NAVD 88
 LL0048
 LL0048  VERT ORDER  -  SECOND    CLASS 0
 LL0048
 LL0048.The horizontal coordinates were scaled from a topographic map and have
 LL0048.an estimated accuracy of +/- 6 seconds.
 LL0048
 LL0048.The orthometric height was determined by differential leveling
 LL0048.and adjusted by the National Geodetic Survey in June 1991..
 LL0048
 LL0048.The geoid height was determined by GEOID03.
 LL0048
 LL0048.The dynamic height is computed by dividing the NAVD 88
 LL0048.geopotential number by the normal gravity value computed on the
 LL0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0048.degrees latitude (g = 980.6199 gals.).
 LL0048
 LL0048.The modeled gravity was interpolated from observed gravity values.
 LL0048
 LL0048;                    North         East    Units  Estimated Accuracy
 LL0048;SPC CO N     -   451,220.    1,008,900.      MT  (+/- 180 meters Scaled)
 LL0048
 LL0048                          SUPERSEDED SURVEY CONTROL
 LL0048
 LL0048  NGVD 29 (??/??/92) 1515.129  (m)         4970.89   (f) ADJ UNCH    2 0
 LL0048
 LL0048.Superseded values are not recommended for survey control.
 LL0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0048.See file dsdata.txt to determine how the superseded data were derived.
 LL0048
 LL0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE521997(NAD 83)
 LL0048_MARKER: DR = REFERENCE MARK DISK
 LL0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0048+STABILITY: SURFACE MOTION
 LL0048
 LL0048  HISTORY     - Date     Condition        Report By
 LL0048  HISTORY     - 1960     MONUMENTED       CGS
 LL0048  HISTORY     - 1960     GOOD             NGS
 LL0048
 LL0048                          STATION DESCRIPTION
 LL0048
 LL0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LL0048'3 MI NW FROM BRIGGSDALE.
 LL0048'0.25 MILE WEST ALONG GRAVELED ROAD FROM THE POST OFFICE AT BRIGGSDALE
 LL0048'THENCE 0.35 MILE NORTH ALONG GRAVELED ROAD TO STATE HIGHWAY 14,
 LL0048'THENCE 2.7 MILES WEST ALONG STATE HIGHWAY 14 TO THE ENTRANCE OF
 LL0048'MISSILE SITE 549-6, THENCE 0.5 MILE NORTH ALONG MISSILE ROAD,
 LL0048'76 FEET NORTH OF TRIANGULATION STATION CROW, 30 FEET EAST OF THE
 LL0048'CENTER OF THE ROAD, SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 LL0048'THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0958 ***********************************************************************
 JJ0958  DESIGNATION -  CROWLEY
 JJ0958  PID         -  JJ0958
 JJ0958  STATE/COUNTY-  CO/CROWLEY
 JJ0958  USGS QUAD   -  ORDWAY (1954)
 JJ0958
 JJ0958                         *CURRENT SURVEY CONTROL
 JJ0958  ___________________________________________________________________
 JJ0958* NAD 83(1992)-  38 10 12.17607(N)    103 51 49.08910(W)     ADJUSTED  
 JJ0958* NAVD 88     -      1332.     (meters)    4370.     (feet)  SCALED    
 JJ0958  ___________________________________________________________________
 JJ0958  LAPLACE CORR-          -4.64  (seconds)                    DEFLEC99
 JJ0958  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 JJ0958
 JJ0958  HORZ ORDER  -  THIRD
 JJ0958
 JJ0958.The horizontal coordinates were established by classical geodetic methods
 JJ0958.and adjusted by the National Geodetic Survey in January 1993..
 JJ0958
 JJ0958.The orthometric height was scaled from a topographic map.
 JJ0958
 JJ0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0958
 JJ0958.The geoid height was determined by GEOID03.
 JJ0958
 JJ0958;                    North         East     Units Scale Factor Converg.
 JJ0958;SPC CO S     -   472,910.167 1,057,782.497   MT  0.99996254   +1 00 13.4
 JJ0958;SPC CO S     - 1,551,539.44  3,470,408.08   sFT  0.99996254   +1 00 13.4
 JJ0958;UTM  13      - 4,225,292.648   599,540.471   MT  0.99972203   +0 42 08.4
 JJ0958
 JJ0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0958!SPC CO S     -   0.99979442  x   0.99996254  =   0.99975697
 JJ0958!UTM  13      -   0.99979442  x   0.99972203  =   0.99951651
 JJ0958
 JJ0958:                Primary Azimuth Mark                     Grid Az
 JJ0958:SPC CO S     -  SUGAR CITY STACK                         069 28 09.4
 JJ0958:UTM  13      -  SUGAR CITY STACK                         069 46 14.4
 JJ0958
 JJ0958|---------------------------------------------------------------------|
 JJ0958| PID    Reference Object                     Distance      Geod. Az  |
 JJ0958|                                                           dddmmss.s |
 JJ0958| JJ0956 SUGAR CITY STACK                    APPROX.18.8 KM 0702822.8 |
 JJ0958| JJ0961 MANZANOLA WATER TANK                APPROX. 7.2 KM 1823548.3 |
 JJ0958|---------------------------------------------------------------------|
 JJ0958
 JJ0958                          SUPERSEDED SURVEY CONTROL
 JJ0958
 JJ0958  NAD 83(1986)-  38 10 12.15815(N)    103 51 49.08888(W) AD(       ) 3
 JJ0958  NAD 27      -  38 10 12.14281(N)    103 51 47.25060(W) AD(       ) 3
 JJ0958
 JJ0958.Superseded values are not recommended for survey control.
 JJ0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0958.See file dsdata.txt to determine how the superseded data were derived.
 JJ0958
 JJ0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC9954025293(NAD 83)
 JJ0958_MARKER: DD = SURVEY DISK
 JJ0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0958_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JJ0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0958+STABILITY: SURFACE MOTION
 JJ0958
 JJ0958  HISTORY     - Date     Condition        Report By
 JJ0958  HISTORY     - 1949     MONUMENTED       USGS
 JJ0958
 JJ0958                          STATION DESCRIPTION
 JJ0958
 JJ0958'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 JJ0958'STATION LIES ABOUT 2 MI. S. AND 0.5 MI. W. OF CROWLEY, IN NE. 1/4
 JJ0958'SEC. 2, T 22 S, R 58 W.
 JJ0958'
 JJ0958'TO REACH STATION FROM POST OFFICE IN CROWLEY, PROCEED ALONG GRAVEL RD.
 JJ0958'FOR 1.6 MI. S. TO CROSSROADS, THENCE RIGHT (W.) ALONG PRIVATE RD. FOR
 JJ0958'0.3 MI. TO INTERSECTION WITH IRRIGATION CANAL.  STATION IS 13 FT. E.
 JJ0958'AND 12 FT. S. OF INTERSECTION.
 JJ0958'
 JJ0958'STATION MARK--STANDARD TABLET IN TOP OF 6 X 6 IN. CONCRETE POST
 JJ0958'PROJECTING 2 IN. ABOVE GROUND, STAMPED ---CROWLEY 1949---.
 JJ0958'
 JJ0958'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET IN TOP OF 6 X 6 IN.
 JJ0958'CONCRETE POST, STAMPED ---CROWLEY NO. 1 1949---, 94.3 FT. FROM
 JJ0958'STATION, S 02 DEG 50 MIN E.
 JJ0958'
 JJ0958'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET IN TOP OF 6 X 6 IN.
 JJ0958'CONCRETE POST, STAMPED ---CROWLEY NO. 2 1949---, 119.7 FT. FROM
 JJ0958'STATION, S 89 DEG 29 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1384 ***********************************************************************
 LL1384  DESIGNATION -  CROWN
 LL1384  PID         -  LL1384
 LL1384  STATE/COUNTY-  CO/LARIMER
 LL1384  USGS QUAD   -  COMANCHE PEAK (1962)
 LL1384
 LL1384                         *CURRENT SURVEY CONTROL
 LL1384  ___________________________________________________________________
 LL1384* NAD 83(1992)-  40 36 55.34556(N)    105 39 46.52724(W)     ADJUSTED  
 LL1384* NAVD 88     -      3549.8    (meters)   11646.     (feet)  VERTCON   
 LL1384  ___________________________________________________________________
 LL1384  LAPLACE CORR-         -11.34  (seconds)                    DEFLEC99
 LL1384  GEOID HEIGHT-         -11.49  (meters)                     GEOID03
 LL1384
 LL1384  HORZ ORDER  -  THIRD
 LL1384
 LL1384.The horizontal coordinates were established by classical geodetic methods
 LL1384.and adjusted by the National Geodetic Survey in January 1993..
 LL1384
 LL1384.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1384
 LL1384.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1384
 LL1384.The geoid height was determined by GEOID03.
 LL1384
 LL1384;                    North         East     Units Scale Factor Converg.
 LL1384;SPC CO N     -   447,161.992   900,615.118   MT  0.99997706   -0 06 19.0
 LL1384;SPC CO N     - 1,467,063.97  2,954,768.10   sFT  0.99997706   -0 06 19.0
 LL1384;UTM  13      - 4,496,272.515   443,924.025   MT  0.99963870   -0 25 53.6
 LL1384
 LL1384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1384!SPC CO N     -   0.99944527  x   0.99997706  =   0.99942234
 LL1384!UTM  13      -   0.99944527  x   0.99963870  =   0.99908417
 LL1384
 LL1384|---------------------------------------------------------------------|
 LL1384| PID    Reference Object                     Distance      Geod. Az  |
 LL1384|                                                           dddmmss.s |
 LL1384| CP6924 CROWN RM 1                            6.424 METERS 17429     |
 LL1384| LL1383 11635 VA                              9.188 METERS 27027     |
 LL1384| CP6923 CROWN AZ MK                                        3083407.6 |
 LL1384|---------------------------------------------------------------------|
 LL1384
 LL1384                          SUPERSEDED SURVEY CONTROL
 LL1384
 LL1384  NAD 83(1986)-  40 36 55.33978(N)    105 39 46.52143(W) AD(       ) 3
 LL1384  NAD 27      -  40 36 55.40900(N)    105 39 44.50900(W) AD(       ) 3
 LL1384  NGVD 29 (07/19/86) 3548.3    (m)        11641.     (f) VERT ANG       
 LL1384
 LL1384.Superseded values are not recommended for survey control.
 LL1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1384.See file dsdata.txt to determine how the superseded data were derived.
 LL1384
 LL1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE4392496273(NAD 83)
 LL1384_MARKER: DS = TRIANGULATION STATION DISK
 LL1384_SETTING: 66 = SET IN ROCK OUTCROP
 LL1384
 LL1384  HISTORY     - Date     Condition        Report By
 LL1384  HISTORY     - 1949     MONUMENTED       CGS
 LL1384
 LL1384                          STATION DESCRIPTION
 LL1384
 LL1384'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LL1384'THE STATION IS LOCATED ABOUT 32 MILES AIR LINE WEST OF FORT
 LL1384'COLLINS, ABOUT 8 MILES AIR LINE SOUTHWEST OF THE RUSTIC
 LL1384'RESORT, ON WHAT IS LOCALLY KNOWN AS CROWN POINT.  THE POINT
 LL1384'IS GRASSY WITH OUTCROPPING BOULDERS AND IS ABOVE TIMBER LINE.
 LL1384'THIS MOUNTAIN SLOPES GRADUALLY TO THE NORTH TO A POINT ABOUT
 LL1384'1 MILE DISTANT WHICH IS APPROXIMATELY THE SAME ELEVATION.
 LL1384'THE STATION IS ABOUT 42 PACES EAST OF THE HIGHEST POINT,
 LL1384'ABOUT 8 PACES EAST OF THE BASE OF A LARGE CAIRN, PROJECTS
 LL1384'3 INCHES, AND IS STAMPED, CROWN 1949.
 LL1384'
 LL1384'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 INCHES LOWER THAN
 LL1384'THE STATION, PROJECTS 2 FEET, AND IS STAMPED, CROWN NO 2 1949.
 LL1384'
 LL1384'A U.S. GEOLOGICAL SURVEY BENCH MARK IS APPROXIMATELY 3 FEET
 LL1384'HIGHER THAN THE STATION, 5 FEET EAST OF THE BASE OF A LARGE
 LL1384'CAIRN, SET IN A DRILL HOLE IN A BOULDER, PROJECTS 1 FOOT,
 LL1384'AND IS STAMPED, 11635 VA.
 LL1384'
 LL1384'THE AZIMUTH MARK IS LOCATED ALONG THE ROUTE TO STATION, ON
 LL1384'A SMALL ROCKY POINT, 4 FEET NORTHEAST OF THE HIGHEST POINT,
 LL1384'PROJECTS ABOUT 26 INCHES, AND IS STAMPED, CROWN 1949.
 LL1384'
 LL1384'TO REACH FROM THE JUNCTION U.S. HIGHWAY 287 AND STATE HIGHWAY
 LL1384'14, WHICH IS NORTH OF FORT COLLINS, GO WESTERLY ON STATE
 LL1384'HIGHWAY 14 FOR 26.6 MILES TO A FORK AND SIGN, SKY RANCH 18 ETC.
 LL1384'TAKE THE RIGHT FORK FOR 5.2 MILES TO THE GLEN ECHO STORE AT
 LL1384'RUSTIC.  CONTINUE FOR 1.2 MILE TO A SIDE ROAD LEFT AT SIGN,
 LL1384'U BAR U RANCH.  TURN LEFT AND GO 0.1 MILE TO THE U BAR U
 LL1384'RANCH AND THE END OF TRUCK TRAVEL.  PACK HORSES CAN BE OBTAINED
 LL1384'AT THIS RANCH.  FROM THE RANCH HOUSE FOLLOW A GOOD TRAIL
 LL1384'UP DRAW SOUTHERLY FOR ABOUT 0.5 MILE TO A FORK.  TAKE THE
 LL1384'LEFT FORK UP STEEP HILL AND FOLLOW MAIN TRAIL TO TOP OF HILL
 LL1384'AT A SMALL CORRAL.  CONTIUE STRAIGHT AHEAD PASSING TO THE
 LL1384'RIGHT OF AN OLD LOG CABIN AND CONTINUE ON MAIN TRAIL THAT
 LL1384'CROSSES TO THE LEFT SIDE OF DRAW AND CONTINUES ALONG THE
 LL1384'RIGHT SIDE OF FENCE LINE TO A TRIANGLE BLAZE ON PINE TREE AT
 LL1384'GATE.  PASS THROUGH GATE THENCE RIGHT ALONG FENCE LINE
 LL1384'FOR ABOUT 200 YARDS TO A TRIANGLE BLAZE AND FORK.  TAKE
 LL1384'THE LEFT FORK THAT GOES UP AND OVER A SMALL HILL AND DOWN
 LL1384'TO A CROSSTRAIL.  CONTINUE STRAIGHT AHEAD, CROSSING A SMALL
 LL1384'STREAM AND FOLLOW TRAIL THAT GOES UP STEEP HILL AND
 LL1384'CONTINUES WESTERLY FOR ABOUT 2.0 MILES TO TOP OF HILL
 LL1384'AND SIGN, LITTLE BEAVER 2 RUSTIC 5 AND AN OLD SHEEP
 LL1384'TRAIL THAT RUNS ALONG THE RIDGE.  TURN RIGHT AND
 LL1384'FOLLOW SHEEP TRAIL WHICH IS BLAZED FOR APPROXIMATELY 3 MILES
 LL1384'TO TIMBER LINE.  HERE BEAR LEFT TOWARD SADDLE BETWEEN TWO
 LL1384'HIGH HILLS THENCE LEFT UP SLOPE TO A ROCKY POINT AND
 LL1384'AZIMUTH.  CONTINUE UP RIDGE TO THE HIGHEST POINT AND STATION
 LL1384'AS DESCRIBED ABOVE.  A 5-HOUR HORSE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0793 ***********************************************************************
 KL0793  DESIGNATION -  CROWN
 KL0793  PID         -  KL0793
 KL0793  STATE/COUNTY-  CO/PITKIN
 KL0793  USGS QUAD   -  MOUNT SOPRIS (1987)
 KL0793
 KL0793                         *CURRENT SURVEY CONTROL
 KL0793  ___________________________________________________________________
 KL0793* NAD 83(1992)-  39 20 40.11404(N)    107 07 38.59919(W)     ADJUSTED  
 KL0793* NAVD 88     -      2708.7    (meters)    8887.     (feet)  VERTCON   
 KL0793  ___________________________________________________________________
 KL0793  LAPLACE CORR-           6.25  (seconds)                    DEFLEC99
 KL0793  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 KL0793
 KL0793  HORZ ORDER  -  THIRD
 KL0793
 KL0793.The horizontal coordinates were established by classical geodetic methods
 KL0793.and adjusted by the National Geodetic Survey in January 1993..
 KL0793
 KL0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0793
 KL0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0793
 KL0793.The geoid height was determined by GEOID03.
 KL0793
 KL0793;                    North         East     Units Scale Factor Converg.
 KL0793;SPC CO C     -   473,806.193   774,128.356   MT  0.99994491   -1 01 35.0
 KL0793;SPC CO C     - 1,554,479.15  2,539,786.11   sFT  0.99994491   -1 01 35.0
 KL0793;UTM  13      - 4,357,162.870   316,673.900   MT  1.00001382   -1 20 56.8
 KL0793
 KL0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0793!SPC CO C     -   0.99957751  x   0.99994491  =   0.99952245
 KL0793!UTM  13      -   0.99957751  x   1.00001382  =   0.99959133
 KL0793
 KL0793                          SUPERSEDED SURVEY CONTROL
 KL0793
 KL0793  NAD 83(1986)-  39 20 40.11068(N)    107 07 38.60393(W) AD(       ) 3
 KL0793  NGVD 29 (11/04/91) 2707.2    (m)         8882.     (f) VERT ANG       
 KL0793
 KL0793.Superseded values are not recommended for survey control.
 KL0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0793.See file dsdata.txt to determine how the superseded data were derived.
 KL0793
 KL0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD1667457163(NAD 83)
 KL0793_MARKER: DD = SURVEY DISK
 KL0793_SETTING: 66 = SET IN ROCK OUTCROP
 KL0793_SP_SET: SET IN ROCK OUTCROP
 KL0793_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0793+STABILITY: POSITION/ELEVATION WELL
 KL0793
 KL0793  HISTORY     - Date     Condition        Report By
 KL0793  HISTORY     - 1960     MONUMENTED       USGS
 KL0793
 KL0793                          STATION DESCRIPTION
 KL0793
 KL0793'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 KL0793'STATION IS LOCATED 4 MI. S. AND 5 MI. E. OF CARBONDALE, COLORADO, ON
 KL0793'THE HIGHEST POINT OF A BIG IRREGULAR RIDGE RUNNING GENERALLY N. FROM
 KL0793'THE DIVIDE BETWEEN PRINCE AND WEST SOPRIS CREEKS.  THIS RIDGE IS
 KL0793'CALLED THE CROWN.
 KL0793'
 KL0793'TO REACH FROM THE POST OFFICE IN CARBONDALE, GO W. ONE BLOCK, TURN S.
 KL0793'AND DRIVE 1.5 MI. ALONG STREET AND HIGHWAY 133 TO T-RD. AT PRINCE
 KL0793'CREEK, TURN LEFT AND DRIVE UP PRINCE CREEK 4.9 MI. TO INTERSECTION AT
 KL0793'TOP OF RIDGE.  TAKE LEFT FORK AND GO 0.2 MI. TO A DIM TRACK RD. LEFT,
 KL0793'TURN LEFT (N.) ON DIM RD. AND DRIVE 0.1 MI. TO A WIRE GATE IN E-W.
 KL0793'FENCE.  FROM THIS GATE A 4-WHEEL DRIVE VEHICLE IS NEEDED TO DRIVE THE
 KL0793'REMAINING 1.9 MI. GENERALLY N. TO TOP OF A BROAD GRASSY TOP AND
 KL0793'STATION.
 KL0793'
 KL0793'STATION MARK--A STANDARD TABLET SET IN ROCK OUTCROP AND PROJECTING
 KL0793'ABOUT 0.1 FT. ABOVE GROUND, STAMPED---CROWN 1960---.
 KL0793'
 KL0793'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1382 ***********************************************************************
 LL1382  DESIGNATION -  CROWN WM CAIRN
 LL1382  PID         -  LL1382
 LL1382  STATE/COUNTY-  CO/LARIMER
 LL1382  USGS QUAD   -  COMANCHE PEAK (1962)
 LL1382
 LL1382                         *CURRENT SURVEY CONTROL
 LL1382  ___________________________________________________________________
 LL1382* NAD 83(1992)-  40 36 55.83058(N)    105 39 48.21045(W)     ADJUSTED  
 LL1382* NAVD 88     -      3549.     (meters)   11644.     (feet)  SCALED    
 LL1382  ___________________________________________________________________
 LL1382  LAPLACE CORR-         -11.26  (seconds)                    DEFLEC99
 LL1382  GEOID HEIGHT-         -11.49  (meters)                     GEOID03
 LL1382
 LL1382  HORZ ORDER  -  THIRD
 LL1382
 LL1382.The horizontal coordinates were established by classical geodetic methods
 LL1382.and adjusted by the National Geodetic Survey in January 1993..
 LL1382
 LL1382.The orthometric height was scaled from a topographic map.
 LL1382
 LL1382.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1382
 LL1382.The geoid height was determined by GEOID03.
 LL1382
 LL1382;                    North         East     Units Scale Factor Converg.
 LL1382;SPC CO N     -   447,177.026   900,575.581   MT  0.99997707   -0 06 20.1
 LL1382;SPC CO N     - 1,467,113.29  2,954,638.39   sFT  0.99997707   -0 06 20.1
 LL1382;UTM  13      - 4,496,287.769   443,884.587   MT  0.99963876   -0 25 54.7
 LL1382
 LL1382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1382!SPC CO N     -   0.99944532  x   0.99997707  =   0.99942240
 LL1382!UTM  13      -   0.99944532  x   0.99963876  =   0.99908428
 LL1382
 LL1382                          SUPERSEDED SURVEY CONTROL
 LL1382
 LL1382  NAD 83(1986)-  40 36 55.82481(N)    105 39 48.20464(W) AD(       ) 4
 LL1382  NAD 27      -  40 36 55.89000(N)    105 39 46.19000(W) AD(       ) 3
 LL1382
 LL1382.Superseded values are not recommended for survey control.
 LL1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1382.See file dsdata.txt to determine how the superseded data were derived.
 LL1382
 LL1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE4388596288(NAD 83)
 LL1382_MARKER: 72 = CAIRN
 LL1382
 LL1382  HISTORY     - Date     Condition        Report By
 LL1382  HISTORY     - 1949     FIRST OBSERVED   CGS
 LL1382
 LL1382                          STATION DESCRIPTION
 LL1382
 LL1382'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0987 ***********************************************************************
 JK0987  DESIGNATION -  CROWS ROOST
 JK0987  PID         -  JK0987
 JK0987  STATE/COUNTY-  CO/EL PASO
 JK0987  USGS QUAD   -  HANOVER NE (1973)
 JK0987
 JK0987                         *CURRENT SURVEY CONTROL
 JK0987  ___________________________________________________________________
 JK0987* NAD 83(1992)-  38 44 02.40805(N)    104 21 29.04689(W)     ADJUSTED  
 JK0987* NAVD 88     -      1789.     (meters)    5869.     (feet)  SCALED    
 JK0987  ___________________________________________________________________
 JK0987  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 JK0987  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 JK0987
 JK0987  HORZ ORDER  -  THIRD
 JK0987
 JK0987.The horizontal coordinates were established by classical geodetic methods
 JK0987.and adjusted by the National Geodetic Survey in January 1993..
 JK0987
 JK0987.The orthometric height was scaled from a topographic map.
 JK0987
 JK0987.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0987
 JK0987.The geoid height was determined by GEOID03.
 JK0987
 JK0987;                    North         East     Units Scale Factor Converg.
 JK0987;SPC CO C     -   405,405.232 1,013,685.600   MT  0.99995631   +0 43 12.7
 JK0987;SPC CO C     - 1,330,067.00  3,325,733.51   sFT  0.99995631   +0 43 12.7
 JK0987;UTM  13      - 4,287,454.769   555,793.747   MT  0.99963833   +0 24 06.0
 JK0987
 JK0987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0987!SPC CO C     -   0.99972240  x   0.99995631  =   0.99967872
 JK0987!UTM  13      -   0.99972240  x   0.99963833  =   0.99936083
 JK0987
 JK0987:                Primary Azimuth Mark                     Grid Az
 JK0987:SPC CO C     -  WARD                                     303 44 45.4
 JK0987:UTM  13      -  WARD                                     304 03 52.1
 JK0987
 JK0987|---------------------------------------------------------------------|
 JK0987| PID    Reference Object                     Distance      Geod. Az  |
 JK0987|                                                           dddmmss.s |
 JK0987| JK1002 WARD                                APPROX.11.4 KM 3042758.1 |
 JK0987|---------------------------------------------------------------------|
 JK0987
 JK0987                          SUPERSEDED SURVEY CONTROL
 JK0987
 JK0987  NAD 83(1986)-  38 44 02.39425(N)    104 21 29.03608(W) AD(       ) 3
 JK0987  NAD 27      -  38 44 02.41376(N)    104 21 27.16920(W) AD(       ) 3
 JK0987
 JK0987.Superseded values are not recommended for survey control.
 JK0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0987.See file dsdata.txt to determine how the superseded data were derived.
 JK0987
 JK0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5579487455(NAD 83)
 JK0987
 JK0987  HISTORY     - Date     Condition        Report By
 JK0987  HISTORY     - 1939     MONUMENTED       USGS
 JK0987  HISTORY     - 1939     GOOD             USGS
 JK0987
 JK0987                          STATION DESCRIPTION
 JK0987
 JK0987'DESCRIBED BY US GEOLOGICAL SURVEY 1939
 JK0987'LOCATED 7.0 MI. (AIRLINE) SSE. OF ELLICOT, COLORADO, IN THE SW. 1/4 OF
 JK0987'SEC. 17, T 15 S, R 62 W, ON THE W. SLOPE OF A HIGH RIDGE RUNNING N-S.
 JK0987'TO REACH FROM ELLICOT, PROCEED S. ON PAVED RD. (ELLICOT ROAD) FOR 9.3
 JK0987'MI. TO T-RD. E.  TURN LEFT (E.) AND PROCEED ON PASTURE RD. FOR 2.8
 JK0987'MI. TO CATTLEGUARD.  TURN LEFT (N.) AND PROCEED ALONG W. SIDE OF FENCE
 JK0987'ON TRACK RD. FOR 1.9 MI., THENCE NW. ON TRACK RD. ALONG S. SIDE OF
 JK0987'FENCE FOR 0.7 MI. TO GATE ON W. SIDE OF T-FENCE N.  PASS THROUGH GATE
 JK0987'AND FOLLOW ALONG N. SIDE OF FENCE ON OLD TRACK RD. FOR 0.5 MI.  THEN
 JK0987'TURN RIGHT (N.) AND PROCEED 0.3 MI. CROSS-COUNTRY TO STATION.
 JK0987'
 JK0987'STATION MARK--STANDARD TABLET CEMENTED IN SOLID ROCK, STAMPED
 JK0987'---CROWS ROOST R 1939---.
 JK0987'
 JK0987'REFERENCE MARK--STANDARD BRONZE REFERENCE MARK CEMENTED IN ROCK IN
 JK0987'PLACE AND STAMPED ---NO. 1---, 7.2 FT. FROM STATION,
 JK0987'S 71 DEG 22 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0669 ***********************************************************************
 HL0669  CBN         -  This is a Cooperative Base Network Control Station.
 HL0669  DESIGNATION -  CRUMBAUGH
 HL0669  PID         -  HL0669
 HL0669  STATE/COUNTY-  CO/LA PLATA
 HL0669  USGS QUAD   -  BAYFIELD (1968)
 HL0669
 HL0669                         *CURRENT SURVEY CONTROL
 HL0669  ___________________________________________________________________
 HL0669* NAD 83(1992)-  37 13 44.93178(N)    107 36 49.18893(W)     ADJUSTED  
 HL0669* NAVD 88     -      2132.4    (meters)    6996.     (feet)  GPS OBS   
 HL0669  ___________________________________________________________________
 HL0669  X           -  -1,539,109.420 (meters)                     COMP
 HL0669  Y           -  -4,847,876.127 (meters)                     COMP
 HL0669  Z           -   3,838,951.115 (meters)                     COMP
 HL0669  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 HL0669  ELLIP HEIGHT-        2113.54  (meters)          (10/21/02) GPS OBS
 HL0669  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 HL0669
 HL0669  HORZ ORDER  -  B
 HL0669  ELLP ORDER  -  FIFTH     CLASS I
 HL0669
 HL0669.The horizontal coordinates were established by GPS observations
 HL0669.and adjusted by the National Geodetic Survey in May 1992..
 HL0669
 HL0669.The orthometric height was determined by GPS observations and a
 HL0669.high-resolution geoid model.
 HL0669
 HL0669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HL0669
 HL0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0669
 HL0669.The ellipsoidal height was determined by GPS observations
 HL0669.and is referenced to NAD 83.
 HL0669
 HL0669.The geoid height was determined by GEOID03.
 HL0669
 HL0669;                    North         East     Units Scale Factor Converg.
 HL0669;SPC CO S     -   369,349.235   726,843.053   MT  1.00000076   -1 17 47.3
 HL0669;SPC CO S     - 1,211,773.28  2,384,650.92   sFT  1.00000076   -1 17 47.3
 HL0669;UTM  13      - 4,123,493.942   268,124.469   MT  1.00026237   -1 34 55.1
 HL0669
 HL0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0669!SPC CO S     -   0.99966844  x   1.00000076  =   0.99966920
 HL0669!UTM  13      -   0.99966844  x   1.00026237  =   0.99993072
 HL0669
 HL0669                          SUPERSEDED SURVEY CONTROL
 HL0669
 HL0669  NAD 83(1986)-  37 13 44.93352(N)    107 36 49.19143(W) AD(       ) 3
 HL0669  ELLIP H (05/26/92) 2113.50   (m)                       GP(       ) 4 1
 HL0669  NGVD 29 (06/11/92) 2131.3    (m)         6992.     (f) GPS OBS        
 HL0669
 HL0669.Superseded values are not recommended for survey control.
 HL0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0669.See file dsdata.txt to determine how the superseded data were derived.
 HL0669
 HL0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB6812423494(NAD 83)
 HL0669_MARKER: I = METAL ROD
 HL0669_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HL0669_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HL0669_STAMPING: CRUMBAUGH 1991
 HL0669_MARK LOGO: NGS   
 HL0669_PROJECTION: FLUSH
 HL0669_MAGNETIC: I = MARKER IS A STEEL ROD
 HL0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HL0669+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2005
 HL0669_ROD/PIPE-DEPTH: 3.3  meters
 HL0669_SLEEVE-DEPTH  : 1.0 meters
 HL0669
 HL0669  HISTORY     - Date     Condition        Report By
 HL0669  HISTORY     - 1991     MONUMENTED       NGS
 HL0669  HISTORY     - 19920723 GOOD             NGS
 HL0669  HISTORY     - 19990503 GOOD             MSAM
 HL0669  HISTORY     - 20050907 GOOD             WOOLPT
 HL0669
 HL0669                          STATION DESCRIPTION
 HL0669
 HL0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 HL0669'STATION IS LOCATED ABOUT 1.2 KM (0.7 MI) WEST-NORTHWEST OF BAYFIELD,
 HL0669'1.1 KM (0.7 MI) NORTHEAST OF THE JUNCTION OF US HIGHWAYS 160 BYPASS
 HL0669'AND 160 BUSINESS, ALONG HIGHWAY 160 BYPASS, ON THE RIGHT-OF-WAY, ON
 HL0669'TOP OF A 25 M (82.0 FT) HIGH CUTBANK, AT THE OVERHEAD PIPED CROSSING
 HL0669'OF AN IRRIGATION CANAL, IN WEST CENTRAL SECTION 11, T 34 N, R 7 W.
 HL0669'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 HL0669'TO REACH FROM THE JUNCTION OF US HIGHWAY 160 BYPASS AND COUNTY ROAD
 HL0669'501 AT THE STOP LIGHT ON THE NORTH SIDE OF BAYFIELD, GO WEST ON
 HL0669'HIGHWAY 160 BYPASS FOR 0.7 MI (1.1 KM) TO THE OVERHEAD PIPELINE.
 HL0669'CONTINUE AHEAD FOR 0.1 MI (0.2 KM) TO A ROAD RIGHT.  TURN RIGHT FOR
 HL0669'50 FT (15.2 M) , THEN RIGHT AGAIN, EAST, UPGRADE, ON OLD PAVED ROAD
 HL0669'FOR 0.05 MI (0.08 KM) TO A TRACK ROAD ON THE RIGHT AT ROAD CURVE.
 HL0669'BEAR RIGHT, EAST, ON DIM ROAD FOR ABOUT 100 FT (30.5 M) TO THE
 HL0669'STATION ON THE RIGHT AT FLAT AREA.
 HL0669'STATION MARK IS A PUNCH HOLE TOP CENTER IN A STEEL ROD ENCASED IN PVC
 HL0669'PIPE WITH LOGO CAP SET IN AN 0.5 M (1.6 FT) ROUND CONCRETE POST FLUSH
 HL0669'WITH THE GROUND.  IT IS 1.4 M (4.6 FT) EAST OF A FIBERGLASS WITNESS
 HL0669'POST, 2 M (6.6 FT) NORTHWEST OF THE BANK EDGE, 18.7 M (61.4 FT) SOUTH
 HL0669'OF TELEPHONE PEDESTAL 670 AT A FENCE CORNER, 22.3 M (73.2 FT)
 HL0669'WEST-SOUTHWEST OF THE SOUTH CORNER OF CATWALK OVER IRRIGATION CANAL
 HL0669'AND PIPE, AND 20.5 M (67.3 FT) EAST-SOUTHEAST OF AND 2 M (6.6 FT)
 HL0669'HIGHER THAN THE PAVED ROAD CENTER.
 HL0669'DESCRIBED BY G.R.HEID
 HL0669
 HL0669                          STATION RECOVERY (1992)
 HL0669
 HL0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RSC)
 HL0669'RECOVERED IN GOOD CONDITION BY THE OLD DESCRIPTION WITH THE ADDITION
 HL0669'THAT IT IS AT U.  S.  HIGHWAY 160 MILEPOST 102.1.
 HL0669
 HL0669                          STATION RECOVERY (1999)
 HL0669
 HL0669'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 HL0669'RECOVERED AS DESCRIBED.
 HL0669
 HL0669                          STATION RECOVERY (2005)
 HL0669
 HL0669'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (KCH)
 HL0669'RECOVERY NOTE BY WOOLPERT, INC.  2005  RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0854 ***********************************************************************
 JL0854  DESIGNATION -  CRYSTAL
 JL0854  PID         -  JL0854
 JL0854  STATE/COUNTY-  CO/MONTROSE
 JL0854  USGS QUAD   -  GRAND VIEW MESA (1979)
 JL0854
 JL0854                         *CURRENT SURVEY CONTROL
 JL0854  ___________________________________________________________________
 JL0854* NAD 83(1992)-  38 38 14.93076(N)    107 43 41.92646(W)     ADJUSTED  
 JL0854* NAVD 88     -      2341.6    (meters)    7682.     (feet)  VERTCON   
 JL0854  ___________________________________________________________________
 JL0854  LAPLACE CORR-           7.04  (seconds)                    DEFLEC99
 JL0854  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 JL0854
 JL0854  HORZ ORDER  -  THIRD
 JL0854
 JL0854.The horizontal coordinates were established by classical geodetic methods
 JL0854.and adjusted by the National Geodetic Survey in January 1993..
 JL0854
 JL0854.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0854
 JL0854.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0854
 JL0854.The geoid height was determined by GEOID03.
 JL0854
 JL0854;                    North         East     Units Scale Factor Converg.
 JL0854;SPC CO S     -   525,855.080   720,399.906   MT  1.00004364   -1 22 00.5
 JL0854;SPC CO S     - 1,725,242.87  2,363,512.02   sFT  1.00004364   -1 22 00.5
 JL0854;UTM  13      - 4,280,080.442   262,529.842   MT  1.00029450   -1 42 15.6
 JL0854
 JL0854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0854!SPC CO S     -   0.99963523  x   1.00004364  =   0.99967886
 JL0854!UTM  13      -   0.99963523  x   1.00029450  =   0.99992963
 JL0854
 JL0854:                Primary Azimuth Mark                     Grid Az
 JL0854:SPC CO S     -  FRUITLAND                                188 55 07.4
 JL0854:UTM  13      -  FRUITLAND                                189 15 22.5
 JL0854
 JL0854|---------------------------------------------------------------------|
 JL0854| PID    Reference Object                     Distance      Geod. Az  |
 JL0854|                                                           dddmmss.s |
 JL0854| JL0852 FRUITLAND                           APPROX. 4.8 KM 1873306.9 |
 JL0854|---------------------------------------------------------------------|
 JL0854
 JL0854                          SUPERSEDED SURVEY CONTROL
 JL0854
 JL0854  NAD 83(1986)-  38 38 14.92373(N)    107 43 41.90551(W) AD(       ) 3
 JL0854  NAD 27      -  38 38 14.97053(N)    107 43 39.69666(W) AD(       ) 3
 JL0854  NGVD 29 (07/19/86) 2340.2    (m)         7678.     (f) VERT ANG       
 JL0854
 JL0854.Superseded values are not recommended for survey control.
 JL0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0854.See file dsdata.txt to determine how the superseded data were derived.
 JL0854
 JL0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC6253080080(NAD 83)
 JL0854_MARKER: DD = SURVEY DISK
 JL0854_SETTING: 80 = SET IN A BOULDER
 JL0854_STAMPING: CRYSTAL 1951
 JL0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0854+STABILITY: SURFACE MOTION
 JL0854
 JL0854  HISTORY     - Date     Condition        Report By
 JL0854  HISTORY     - 1951     MONUMENTED       USGS
 JL0854
 JL0854                          STATION DESCRIPTION
 JL0854
 JL0854'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (WDC)
 JL0854'STATION LOCATED IN MONTROSE COUNTY, ABOUT 10 MI. S. OF HOTCHKISS.
 JL0854'
 JL0854'TO REACH FROM CORNER OF BRIDGE AND B STREETS IN HOTCHKISS, PROCEED S.
 JL0854'ON B STREET 0.5 MI. TO GUNNISON RIVER BRIDGE.  CROSS BRIDGE AND
 JL0854'CONTINUE S. ON MAIN TRAVELED RD. 1.0 MI. TO Y-RD., THENCE LEFT 0.4
 JL0854'MI. TO Y-RD., THENCE LEFT 2.2 MI. TO Y-RD.  THEN RIGHT (SE.) 1.6 MI.
 JL0854'TO T-RD., THENCE LEFT (E.) 0.5 MI. TO Y-RD., THENCE RIGHT 0.2 MI. TO
 JL0854'Y-RD., THENCE RIGHT (S.) DOWN INTO SMITH CANYON AND UP OTHER SIDE 3.1
 JL0854'MI. TO T-RD., THENCE LEFT (E.) 1.5 MI. TO T-RD., THENCE STRAIGHT AHEAD
 JL0854'SOUTH ON GRAVEL ROAD 2.7 MI TO T-RD AT YELLOW HOUSE, THENCE RIGHT (S)
 JL0854'1.6 MI, THENCE RIGHT (S) OFF GRAVEL AND ON GRADED DIRT BLACK CANYON
 JL0854'NATIONAL MONUMENT ROAD 1.9 MI TO Y-RD AT SIGN--BLACK CANYON 5 MI.--,
 JL0854'THENCE RIGHT 0.4 MI TO FORK, THENCE RIGHT (W) OFF MAIN ROAD TO BLACK
 JL0854'CANYON MONUMENT AND CONTINUE ON ROUGH DIRT ROAD 5.4 MI TO EARTH FILL
 JL0854'DAM AT RIGHT OF ROAD.  CONTINUE WEST ON SAME ROAD 0.1 MI TO TOP OF
 JL0854'NEXT SMALL RIDGE.  TURN RIGHT OFF ROAD AND THROUGH SAGEBRUSH KEEPING
 JL0854'TO SAME RIDGE AND CONTINUE 0.5 MI.  STATION LIES APPROXIMATELY AT
 JL0854'CENTER OF RIDGE.
 JL0854'STATION MARK, STANDARD TABLET STAMPED--CRYSTAL 1951--CEMENTED IN LARGE
 JL0854'BOULDER BURIED FLUSH WITH GROUND.
 JL0854'REFERENCE MARK NO. 1, STANDARD REFERENCE MARK TABLET STAMPED--NO. 1--
 JL0854'CEMENTED IN LARGE BOULDER FLUSH WITH GROUND 47.80 FT FROM STATION IN
 JL0854'TRUE AZIMUTH 347 DEG 15 MIN.
 JL0854'REFERENCE MARK NO. 2, STANDARD REFERENCE MARK TABLET STAMPED--NO. 2--
 JL0854'CEMENTED IN LARGE BOULDER FLUSH WITH GROUND 57.00 FT FROM STATION MARK
 JL0854'IN TRUE AZIMUTH 42 DEG 15 MIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1240 ***********************************************************************
 JK1240  DESIGNATION -  CRYSTAL
 JK1240  PID         -  JK1240
 JK1240  STATE/COUNTY-  CO/TELLER
 JK1240  USGS QUAD   -  WOODLAND PARK (1994)
 JK1240
 JK1240                         *CURRENT SURVEY CONTROL
 JK1240  ___________________________________________________________________
 JK1240* NAD 83(1992)-  38 53 36.52238(N)    105 02 09.27979(W)     ADJUSTED  
 JK1240* NAVD 88     -      3199.5    (meters)   10497.     (feet)  VERTCON   
 JK1240  ___________________________________________________________________
 JK1240  LAPLACE CORR-         -16.77  (seconds)                    DEFLEC99
 JK1240  GEOID HEIGHT-         -14.87  (meters)                     GEOID03
 JK1240
 JK1240  HORZ ORDER  -  THIRD
 JK1240
 JK1240.The horizontal coordinates were established by classical geodetic methods
 JK1240.and adjusted by the National Geodetic Survey in January 1993..
 JK1240
 JK1240.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1240
 JK1240.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1240
 JK1240.The geoid height was determined by GEOID03.
 JK1240
 JK1240;                    North         East     Units Scale Factor Converg.
 JK1240;SPC CO C     -   422,586.917   954,661.903   MT  0.99994244   +0 17 33.7
 JK1240;SPC CO C     - 1,386,437.24  3,132,086.59   sFT  0.99994244   +0 17 33.7
 JK1240;UTM  13      - 4,304,956.492   496,885.742   MT  0.99960012   -0 01 21.2
 JK1240
 JK1240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1240!SPC CO C     -   0.99950059  x   0.99994244  =   0.99944306
 JK1240!UTM  13      -   0.99950059  x   0.99960012  =   0.99910091
 JK1240
 JK1240:                Primary Azimuth Mark                     Grid Az
 JK1240:SPC CO C     -  RASPBERRY MTN                            280 49 26.6
 JK1240:UTM  13      -  RASPBERRY MTN                            281 08 21.5
 JK1240
 JK1240|---------------------------------------------------------------------|
 JK1240| PID    Reference Object                     Distance      Geod. Az  |
 JK1240|                                                           dddmmss.s |
 JK1240| JK1241 RASPBERRY MTN                       APPROX. 7.8 KM 2810700.3 |
 JK1240|---------------------------------------------------------------------|
 JK1240
 JK1240                          SUPERSEDED SURVEY CONTROL
 JK1240
 JK1240  NAD 83(1986)-  38 53 36.51278(N)    105 02 09.27812(W) AD(       ) 3
 JK1240  NAD 27      -  38 53 36.54115(N)    105 02 07.33742(W) AD(       ) 3
 JK1240  NGVD 29 (07/19/86) 3198.1    (m)        10492.     (f) VERT ANG       
 JK1240
 JK1240.Superseded values are not recommended for survey control.
 JK1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1240.See file dsdata.txt to determine how the superseded data were derived.
 JK1240
 JK1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9688604956(NAD 83)
 JK1240_MARKER: DD = SURVEY DISK
 JK1240_SETTING: 80 = SET IN A BOULDER
 JK1240_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JK1240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1240+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2004
 JK1240
 JK1240  HISTORY     - Date     Condition        Report By
 JK1240  HISTORY     - 1947     MONUMENTED       USGS
 JK1240  HISTORY     - 1953     GOOD             USGS
 JK1240  HISTORY     - 20040808 GOOD             INDIV
 JK1240
 JK1240                          STATION DESCRIPTION
 JK1240
 JK1240'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 JK1240'STATION IS LOCATED IN SEC. 30, T 13 S, R 68 W, APPROXIMATELY 4.0 MI.
 JK1240'SW. OF THE CASCADE POST OFFICE.
 JK1240'
 JK1240'TO REACH, TRAVEL W. ON STATE HIGHWAY 250, 7.5 MI. FROM CASCADE POST
 JK1240'OFFICE TO INTERSECTION OF WATER SERVICE RD. TO CRYSTAL CREEK
 JK1240'RESERVOIR, THENCE LEFT (EASTERLY) 1.1 MI. TO END OF RESERVOIR RD.,
 JK1240'THENCE SOUTHERLY ALONG TRAIL 0.2 MI. TO SIGN ---CRYSTAL CREEK
 JK1240'TRAIL---, THENCE LEFT (SE.) ALONG TRAIL 0.2 MI. TO FORKS, THENCE LEFT
 JK1240'(S.) ALONG TRAIL 0.4 MI. TO V NOTCH IN RIDGE.  STATION IS
 JK1240'APPROXIMATELY 1000 FT. E., ON TOP OF RIDGE, ABOUT 300 FT. E. OF
 JK1240'HIGHEST POINT.
 JK1240'
 JK1240'STATION MARK--STANDARD TABLET, SET IN TOP OF BOULDER, STAMPED
 JK1240'---CRYSTAL 1947---.
 JK1240'
 JK1240'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, SET IN TOP OF
 JK1240'BOULDER, STAMPED ---CRYSTAL RM-1---, 22.0 FT. FROM STATION,
 JK1240'N 84 DEG 44 MIN E.
 JK1240'
 JK1240'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, SET IN TOP OF
 JK1240'BOULDER, STAMPED ---CRYSTAL RM-2---, 20.7 FT. FROM STATION,
 JK1240'N 23 DEG 57 MIN W.
 JK1240
 JK1240                          STATION RECOVERY (2004)
 JK1240
 JK1240'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MBD)
 JK1240'RECOVERED STATION TABLET AND BOTH REFERENCE MARKS IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1267 ***********************************************************************
 JK1267  DESIGNATION -  CRYSTAL PEAK
 JK1267  PID         -  JK1267
 JK1267  STATE/COUNTY-  CO/TELLER
 JK1267  USGS QUAD   -  LAKE GEORGE (1984)
 JK1267
 JK1267                         *CURRENT SURVEY CONTROL
 JK1267  ___________________________________________________________________
 JK1267* NAD 83(1992)-  38 59 45.70993(N)    105 17 21.29917(W)     ADJUSTED  
 JK1267* NAVD 88     -      2937.9    (meters)    9639.     (feet)  VERTCON   
 JK1267  ___________________________________________________________________
 JK1267  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 JK1267  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 JK1267
 JK1267  HORZ ORDER  -  THIRD
 JK1267
 JK1267.The horizontal coordinates were established by classical geodetic methods
 JK1267.and adjusted by the National Geodetic Survey in January 1993..
 JK1267
 JK1267.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1267
 JK1267.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1267
 JK1267.The geoid height was determined by GEOID03.
 JK1267
 JK1267;                    North         East     Units Scale Factor Converg.
 JK1267;SPC CO C     -   433,889.334   932,658.228   MT  0.99993758   +0 07 58.5
 JK1267;SPC CO C     - 1,423,518.59  3,059,896.20   sFT  0.99993758   +0 07 58.5
 JK1267;UTM  13      - 4,316,375.874   474,951.934   MT  0.99960773   -0 10 55.3
 JK1267
 JK1267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1267!SPC CO C     -   0.99954147  x   0.99993758  =   0.99947907
 JK1267!UTM  13      -   0.99954147  x   0.99960773  =   0.99914938
 JK1267
 JK1267:                Primary Azimuth Mark                     Grid Az
 JK1267:SPC CO C     -  SIGNAL BUTTE                             039 39 15.7
 JK1267:UTM  13      -  SIGNAL BUTTE                             039 58 09.5
 JK1267
 JK1267|---------------------------------------------------------------------|
 JK1267| PID    Reference Object                     Distance      Geod. Az  |
 JK1267|                                                           dddmmss.s |
 JK1267| KK1951 SIGNAL BUTTE                        APPROX. 9.0 KM 0394714.2 |
 JK1267|---------------------------------------------------------------------|
 JK1267
 JK1267                          SUPERSEDED SURVEY CONTROL
 JK1267
 JK1267  NAD 83(1986)-  38 59 45.70243(N)    105 17 21.30165(W) AD(       ) 3
 JK1267  NAD 27      -  38 59 45.73028(N)    105 17 19.31810(W) AD(       ) 3
 JK1267  NGVD 29 (07/19/86) 2936.6    (m)         9634.     (f) VERT ANG       
 JK1267
 JK1267.Superseded values are not recommended for survey control.
 JK1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1267.See file dsdata.txt to determine how the superseded data were derived.
 JK1267
 JK1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7495216376(NAD 83)
 JK1267_MARKER: DD = SURVEY DISK
 JK1267_SETTING: 66 = SET IN ROCK OUTCROP
 JK1267_SP_SET: SET IN ROCK OUTCROP
 JK1267_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK1267+STABILITY: POSITION/ELEVATION WELL
 JK1267
 JK1267  HISTORY     - Date     Condition        Report By
 JK1267  HISTORY     - 1953     MONUMENTED       USFS
 JK1267  HISTORY     - 1953     GOOD             USGS
 JK1267
 JK1267                          STATION DESCRIPTION
 JK1267
 JK1267'DESCRIBED BY US FOREST SERVICE 1953
 JK1267'LOCATED ABOUT 3.0 MI. (AIRLINE) N. OF FLORISSANT, COLORADO, AND 4.0
 JK1267'MI. NE. OF LAKE GEORGE, COLORADO, ON A HIGH PROMINENT ROCK PEAK.
 JK1267'WILL SEE IN ALL DIRECTIONS.
 JK1267'
 JK1267'TO REACH FROM FLORISSANT, COLORADO, GO N. AND W. ON GRAVEL RD. 0.3
 JK1267'MI. TO SCHOOLHOUSE, TURN RIGHT (N.), GO 4.9 MI. ALONG GRADED RD. TO
 JK1267'ALUMINUM GATE ON LEFT.  TURN LEFT, GO THRU GATE, ALONG DIM TRAIL 0.2
 JK1267'MI. TO CABIN.  BARE LEFT AROUND CABIN ALONG DIM TRAIL 0.8 MI. TO
 JK1267'SADDLE AND END OF TRUCK TRAVEL.  PACK SW. TO HIGHEST PART OF HILL
 JK1267'AND STATION SITE.
 JK1267'
 JK1267'STATION MARK--A USFS TABLET, STAMPED ---AS 338---, CEMENTED IN SOILD
 JK1267'ROCK.
 JK1267'
 JK1267'REFERENCE MARKS--NONE.
 JK1267
 JK1267                          STATION RECOVERY (1953)
 JK1267
 JK1267'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 JK1267'LOCATED ABOUT 3.0 MI. (AIRLINE) N. OF FLORISSANT, COLORADO, AND 4.0
 JK1267'MI. NE. OF LAKE GEORGE, COLORADO, ON A HIGH PROMINENT ROCK PEAK.
 JK1267'WILL SEE IN ALL DIRECTIONS.
 JK1267'
 JK1267'TO REACH FROM FLORISSANT, COLORADO, GO N. AND W. ON GRAVEL RD. 0.3
 JK1267'MI. TO SCHOOLHOUSE, TURN RIGHT (N.) AND GO 4.9 MI. ALONG GRADED RD.
 JK1267'TO ALUMINUM GATE ON LEFT.  TURN LEFT, GO THRU GATE ALONG DIM TRAIL
 JK1267'0.2 MI. TO CABIN.  BEAR LEFT AROUND CABIN ALONG DIM TRAIL 0.8 MI.
 JK1267'TO SADDLE AND END OF TRUCK TRAVEL.  PACK SW. TO HIGHEST PART OF HILL
 JK1267'AND STATION SITE.
 JK1267'
 JK1267'STATION MARK--A USFS TABLET, STAMPED ---AS 338---, CEMENTED IN SOLID
 JK1267'ROCK.
 JK1267'
 JK1267'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0988 ***********************************************************************
 JK0988  DESIGNATION -  CS PASTURE
 JK0988  PID         -  JK0988
 JK0988  STATE/COUNTY-  CO/EL PASO
 JK0988  USGS QUAD   -  HANOVER SE (1973)
 JK0988
 JK0988                         *CURRENT SURVEY CONTROL
 JK0988  ___________________________________________________________________
 JK0988* NAD 83(1992)-  38 31 37.86575(N)    104 21 08.01547(W)     ADJUSTED  
 JK0988* NAVD 88     -      1598.5    (meters)    5244.     (feet)  VERTCON   
 JK0988  ___________________________________________________________________
 JK0988  LAPLACE CORR-          -4.37  (seconds)                    DEFLEC99
 JK0988  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 JK0988
 JK0988  HORZ ORDER  -  THIRD
 JK0988
 JK0988.The horizontal coordinates were established by classical geodetic methods
 JK0988.and adjusted by the National Geodetic Survey in January 1993..
 JK0988
 JK0988.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK0988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK0988
 JK0988.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0988
 JK0988.The geoid height was determined by GEOID03.
 JK0988
 JK0988;                    North         East     Units Scale Factor Converg.
 JK0988;SPC CO C     -   382,455.688 1,014,483.550   MT  0.99998572   +0 43 26.0
 JK0988;SPC CO C     - 1,254,773.37  3,328,351.45   sFT  0.99998572   +0 43 26.0
 JK0988;UTM  13      - 4,264,508.735   556,463.506   MT  0.99963926   +0 24 12.6
 JK0988
 JK0988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0988!SPC CO C     -   0.99975234  x   0.99998572  =   0.99973806
 JK0988!UTM  13      -   0.99975234  x   0.99963926  =   0.99939169
 JK0988
 JK0988:                Primary Azimuth Mark                     Grid Az
 JK0988:SPC CO C     -  BUCKBOARD                                103 13 03.5
 JK0988:UTM  13      -  BUCKBOARD                                103 32 16.9
 JK0988
 JK0988|---------------------------------------------------------------------|
 JK0988| PID    Reference Object                     Distance      Geod. Az  |
 JK0988|                                                           dddmmss.s |
 JK0988| JK0986 BUCKBOARD                           APPROX. 9.9 KM 1035629.5 |
 JK0988|---------------------------------------------------------------------|
 JK0988
 JK0988                          SUPERSEDED SURVEY CONTROL
 JK0988
 JK0988  NAD 83(1986)-  38 31 37.85441(N)    104 21 08.01098(W) AD(       ) 3
 JK0988  NAD 27      -  38 31 37.87194(N)    104 21 06.13103(W) AD(       ) 3
 JK0988  NGVD 29 (07/19/86) 1597.6    (m)         5241.     (f) VERT ANG       
 JK0988
 JK0988.Superseded values are not recommended for survey control.
 JK0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0988.See file dsdata.txt to determine how the superseded data were derived.
 JK0988
 JK0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5646464509(NAD 83)
 JK0988
 JK0988  HISTORY     - Date     Condition        Report By
 JK0988  HISTORY     - 1953     MONUMENTED       USGS
 JK0988  HISTORY     - 1955     GOOD             USGS
 JK0988  HISTORY     - 1973     GOOD             USGS
 JK0988
 JK0988                          STATION DESCRIPTION
 JK0988
 JK0988'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 JK0988'NEW DESCRIPTION (1955)--STATION IS LOCATED ABOUT 13 MI. E. AND 5 MI.
 JK0988'N. OF PINON, COLORADO, IN THE NW. 1/4 SEC. 33, T 17 S, R 62 W, ON
 JK0988'THE HIGHEST PART OF A PROMINENT N-S. RIDGE IN A PASTURE KNOWN TO THE
 JK0988'APPELT RANCH HANDS AS ---NIGGER PASTURE---.
 JK0988'
 JK0988'TO REACH THE STATION FROM THE SCHOOL AT PINON, COLORADO, GO N. 0.7
 JK0988'MI. ON U.S. HIGHWAYS 85-87 TO A GRAVELED RD. ON RIGHT, THENCE E.
 JK0988'0.9 MI. TO A T-JUNCTION WITH A N-S. GRAVELED RD., THENCE S. 1.0 MI.
 JK0988'TO A RANCH RD. ON LEFT, THENCE E. ON RANCH RD. 3.3 MI. TO A
 JK0988'CROSSROADS, CONTINUE E. 3.4 MI. TO A Y-FORK IN RANCH RD., TAKE LEFT
 JK0988'FORK AND GO NE. 0.6 MI. TO AN IRON GATE IN AN E-W. FENCE, THENCE
 JK0988'THROUGH GATE GO E. AND NE. 2.4 MI. TO A RANCH HOUSE (FOREMAN OF
 JK0988'APPELT RANCH), THENCE N. THROUGH CORRAL AND CONTINUE N. AND NE. 0.4
 JK0988'MI. TO A Y-FORK, TAKE LEFT FORK GO 0.3 MI. TO Y-FORK, TAKE RIGHT FORK,
 JK0988'THENCE 0.9 MI. NE. TO A WIRE GATE AT E-W. FENCE, GO THROUGH GATE AND
 JK0988'CONTINUE NE. 2.2 MI. TO A RANCH CROSSROADS, THENCE DUE N. 1.2 MI. TO
 JK0988'A Y-FORK, TAKE RIGHT FORK AND CONTINUE DUE N. 0.2 MI. TO A WIRE GATE,
 JK0988'THENCE E. ALONG N. SIDE OF FENCE 0.3 MI. TO TOP OF RIDGE, THENCE N.
 JK0988'ALONG RIDGE 0.4 MI. TO HIGHEST POINT AND STATION.
 JK0988
 JK0988                          STATION RECOVERY (1973)
 JK0988
 JK0988'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JK0988'STATION MARK--A USGS STANDARD TABLET, STAMPED ---CS NIGGER 1953---,
 JK0988'AND SET IN THE TOP OF A CONCRETE POST, PROJECTING 0.5 FT. ABOVE
 JK0988'GROUND.
 JK0988'
 JK0988'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0504 ***********************************************************************
 LK0504  DESIGNATION -  CSCS 1
 LK0504  PID         -  LK0504
 LK0504  STATE/COUNTY-  CO/SEDGWICK
 LK0504  USGS QUAD   -  AMHERST (1980)
 LK0504
 LK0504                         *CURRENT SURVEY CONTROL
 LK0504  ___________________________________________________________________
 LK0504* NAD 83(1992)-  40 44 56.26866(N)    102 14 48.12933(W)     ADJUSTED  
 LK0504* NAVD 88     -      1144.24   (+/-2cm)    3754.1    (feet)  VERTCON   
 LK0504  ___________________________________________________________________
 LK0504  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 LK0504  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 LK0504
 LK0504  HORZ ORDER  -  THIRD
 LK0504  VERT ORDER  -  THIRD ? (See Below)
 LK0504
 LK0504.The horizontal coordinates were established by classical geodetic methods
 LK0504.and adjusted by the National Geodetic Survey in January 1993..
 LK0504
 LK0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0504.The vertical order pertains to the NGVD 29 superseded value.
 LK0504
 LK0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0504
 LK0504.The geoid height was determined by GEOID03.
 LK0504
 LK0504;                    North         East     Units Scale Factor Converg.
 LK0504;SPC CO N     -   467,023.416 1,189,091.371   MT  0.99999460   +2 06 07.4
 LK0504;SPC CO N     - 1,532,225.99  3,901,210.61   sFT  0.99999460   +2 06 07.4
 LK0504;UTM  13      - 4,514,537.343   732,446.246   MT  1.00026509   +1 47 52.8
 LK0504
 LK0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0504!SPC CO N     -   0.99982379  x   0.99999460  =   0.99981839
 LK0504!UTM  13      -   0.99982379  x   1.00026509  =   1.00008883
 LK0504
 LK0504:                Primary Azimuth Mark                     Grid Az
 LK0504:SPC CO N     -  SHEEP                                    350 22 48.8
 LK0504:UTM  13      -  SHEEP                                    350 41 03.4
 LK0504
 LK0504|---------------------------------------------------------------------|
 LK0504| PID    Reference Object                     Distance      Geod. Az  |
 LK0504|                                                           dddmmss.s |
 LK0504| LK0513 SHEEP                               APPROX. 7.0 KM 3522856.2 |
 LK0504|---------------------------------------------------------------------|
 LK0504
 LK0504                          SUPERSEDED SURVEY CONTROL
 LK0504
 LK0504  NAD 83(1986)-  40 44 56.26745(N)    102 14 48.12857(W) AD(       ) 3
 LK0504  NAD 27      -  40 44 56.28427(N)    102 14 46.46725(W) AD(       ) 3
 LK0504  NGVD 29 (07/19/86) 1143.78   (m)         3752.6    (f) LEVELING    3  
 LK0504
 LK0504.Superseded values are not recommended for survey control.
 LK0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0504.See file dsdata.txt to determine how the superseded data were derived.
 LK0504
 LK0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3244614537(NAD 83)
 LK0504
 LK0504  HISTORY     - Date     Condition        Report By
 LK0504  HISTORY     - 1949     MONUMENTED       USGS
 LK0504  HISTORY     - 1960     GOOD             USGS
 LK0504  HISTORY     - 1962     GOOD             USGS
 LK0504
 LK0504                          STATION DESCRIPTION
 LK0504
 LK0504'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 LK0504'STATION RECOVERED IN GOOD CONDITION.
 LK0504
 LK0504                          STATION RECOVERY (1962)
 LK0504
 LK0504'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LK0504'STATION IS LOCATED NEAR THE SW. EDGE OF SEC. 15, T 9 N, R 44 W.
 LK0504'
 LK0504'TO REACH STATION FROM JULESBURG, GO S. 1/2 BLOCK TO INTERSECTION OF
 LK0504'U.S. HIGHWAY 138 AND STATE HIGHWAY 51, THENCE S. ON STATE HIGHWAY 51
 LK0504'15.7 MI. TO INTERSECTION OF STATE HIGHWAYS 51 AND 148, CONTINUE S.
 LK0504'1.0 MI. TO CROSSROAD, THENCE RIGHT (W.) 0.9 MI.  STATION IS ABOUT
 LK0504'30 FT. N. AND 340 FT. E. OF CROSSROAD.
 LK0504'
 LK0504'STATION WAS RECOVERED IN GOOD CONDITION.
 LK0504'
 LK0504'STATION MARK--STANDARD TABLET, SET IN CONCRETE POST, EXTENDING ABOUT
 LK0504'5 IN. ABOVE GROUND, STAMPED ---CSCS-1 1949---.
 LK0504'
 LK0504'REFERENCE MARK NO. 1--A 5/8 IN. IRON ROD, EXTENDING ABOUT 8 IN.
 LK0504'ABOVE GROUND, 58.6 FT. E. OF STATION, S 88 DEG 23 MIN W.
 LK0504'
 LK0504'REFERENCE MARK NO. 2--A 5/8 IN. IRON ROD, EXTENDING ABOUT 8 IN.
 LK0504'ABOVE GROUND, 61.4 FT. S. OF STATION, N 02 DEG E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8131 ***********************************************************************
 AE8131  DESIGNATION -  CSU
 AE8131  PID         -  AE8131
 AE8131  STATE/COUNTY-  CO/LARIMER
 AE8131  USGS QUAD   -  FORT COLLINS (1984)
 AE8131
 AE8131                         *CURRENT SURVEY CONTROL
 AE8131  ___________________________________________________________________
 AE8131* NAD 83(1992)-  40 34 33.45418(N)    105 05 08.66359(W)     ADJUSTED  
 AE8131* NAVD 88     -      1525.7    (meters)    5006.     (feet)  GPS OBS   
 AE8131  ___________________________________________________________________
 AE8131  X           -  -1,262,931.967 (meters)                     COMP
 AE8131  Y           -  -4,685,270.034 (meters)                     COMP
 AE8131  Z           -   4,127,752.324 (meters)                     COMP
 AE8131  LAPLACE CORR-         -15.30  (seconds)                    DEFLEC99
 AE8131  ELLIP HEIGHT-        1509.87  (meters)          (12/03/02) GPS OBS
 AE8131  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 AE8131
 AE8131  HORZ ORDER  -  FIRST
 AE8131  ELLP ORDER  -  FOURTH    CLASS II
 AE8131
 AE8131.The horizontal coordinates were established by GPS observations
 AE8131.and adjusted by the National Geodetic Survey in March 1998..
 AE8131
 AE8131.The orthometric height was determined by GPS observations and a
 AE8131.high-resolution geoid model.
 AE8131
 AE8131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8131
 AE8131.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8131
 AE8131.The ellipsoidal height was determined by GPS observations
 AE8131.and is referenced to NAD 83.
 AE8131
 AE8131.The geoid height was determined by GEOID03.
 AE8131
 AE8131;                    North         East     Units Scale Factor Converg.
 AE8131;SPC CO N     -   442,854.566   949,477.017   MT  0.99997292   +0 16 03.6
 AE8131;SPC CO N     - 1,452,932.02  3,115,075.85   sFT  0.99997292   +0 16 03.6
 AE8131;UTM  13      - 4,491,689.811   492,743.129   MT  0.99960065   -0 03 20.8
 AE8131
 AE8131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8131!SPC CO N     -   0.99976321  x   0.99997292  =   0.99973613
 AE8131!UTM  13      -   0.99976321  x   0.99960065  =   0.99936395
 AE8131
 AE8131|---------------------------------------------------------------------|
 AE8131| PID    Reference Object                     Distance      Geod. Az  |
 AE8131|                                                           dddmmss.s |
 AE8131| DE8867 CSU 2                                23.681 METERS 18959     |
 AE8131|---------------------------------------------------------------------|
 AE8131
 AE8131                          SUPERSEDED SURVEY CONTROL
 AE8131
 AE8131  ELLIP H (03/31/98) 1509.89   (m)                       GP(       ) 4 1
 AE8131
 AE8131.Superseded values are not recommended for survey control.
 AE8131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8131.See file dsdata.txt to determine how the superseded data were derived.
 AE8131
 AE8131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE9274391690(NAD 83)
 AE8131_MARKER: DD = SURVEY DISK
 AE8131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8131_STAMPING: CSU 97
 AE8131_MARK LOGO: CO-069
 AE8131_PROJECTION: FLUSH
 AE8131_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE8131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8131+STABILITY: SURFACE MOTION
 AE8131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8131+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2002
 AE8131
 AE8131  HISTORY     - Date     Condition        Report By
 AE8131  HISTORY     - 1997     MONUMENTED       CO-069
 AE8131  HISTORY     - 20020429 GOOD             NGS
 AE8131
 AE8131                          STATION DESCRIPTION
 AE8131
 AE8131'DESCRIBED BY LARIMER COUNTY COLORADO 1997 (RSC)
 AE8131'THE STATION IS LOCATED THE THE CITY OF FORT COLLINS, IN THE NORTHEAST
 AE8131'1/4 OF SECTION 14, T 7 N, R 69 W.  OWNERSHIP--COLORADO STATE
 AE8131'UNIVERSITY PROPERTY TO REACH THE STATION FROM THE INTERSECTION OF
 AE8131'SHIELDS STREET AND NORTH DRIVE GOING EAST AND PLUM STREET GOING WEST,
 AE8131'GO EAST ON NORTH DRIVE, INTO THE CAMPUS OF COLORADO STATE UNIVERSITY
 AE8131'FOR 0.4 MI (0.6 KM) TO THE STATION ON THE RIGHT, JUST SOUTH OF THE
 AE8131'UNIVERSITY WEATHER STATION AND NORTHWEST OF THE LORY STUDENT CENTER
 AE8131'THE MARK IS A STANDARD LARIMER COUNTY GEODETIC CONTROL BRASS DISK SET
 AE8131'IN THE TOP OF A ROUND 40 CM CONCRETE POST, FLUSH WITH THE GROUND.  IT
 AE8131'IS 48.6 M (159.4 FT) SOUTH FROM THE CENTER OF NORTH DRIVE, 32.7 M
 AE8131'(107.3 FT) SOUTH-SOUTHEAST FROM THE SOUTH LEG OF THE WEATHER STATION
 AE8131'ANTENNA TOWER, 26.9 M (88.3 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF
 AE8131'THE WEATHER BUILDING, 26.1 M (85.6 FT) SOUTH FROM A WITNESS POST AND
 AE8131'CHAINLINK FENCE, 7.6 M (24.9 FT) EAST FROM THE CENTER OF THE SERVICE
 AE8131'ROAD INTO LORY STUDENT CENTER AND 1.8 M (5.9 FT) SOUTHWEST FROM THE
 AE8131'WESTERN EDGE OF THE SIDEWALK.
 AE8131
 AE8131                          STATION RECOVERY (2002)
 AE8131
 AE8131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (RSC)
 AE8131'THE MARK WAS RECOVERED IN GOOD CONDITION AND THE DESCRIPTION IS ALSO
 AE8131'FINE. THIS MARK IS
 AE8131'TO BE DESTROYED IN 2002 AND A NEW MARK HAS BEEN SET NEARBY.
 AE8131'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE8867 ***********************************************************************
 DE8867  DESIGNATION -  CSU 2
 DE8867  PID         -  DE8867
 DE8867  STATE/COUNTY-  CO/LARIMER
 DE8867  USGS QUAD   -  FORT COLLINS (1984)
 DE8867
 DE8867                         *CURRENT SURVEY CONTROL
 DE8867  ___________________________________________________________________
 DE8867* NAD 83(1992)-  40 34 32.69809(N)    105 05 08.83804(W)     ADJUSTED  
 DE8867* NAVD 88     -      1525.9    (meters)    5006.     (feet)  GPS OBS   
 DE8867  ___________________________________________________________________
 DE8867  X           -  -1,262,939.929 (meters)                     COMP
 DE8867  Y           -  -4,685,283.800 (meters)                     COMP
 DE8867  Z           -   4,127,734.768 (meters)                     COMP
 DE8867  LAPLACE CORR-         -15.31  (seconds)                    DEFLEC99
 DE8867  ELLIP HEIGHT-        1510.12  (meters)          (11/14/02) GPS OBS
 DE8867  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 DE8867
 DE8867  HORZ ORDER  -  FIRST
 DE8867  ELLP ORDER  -  FOURTH    CLASS II
 DE8867
 DE8867.The horizontal coordinates were established by GPS observations
 DE8867.and adjusted by the National Geodetic Survey in November 2002..
 DE8867
 DE8867.The orthometric height was determined by GPS observations and a
 DE8867.high-resolution geoid model.
 DE8867
 DE8867.Photographs are available for this station.
 DE8867
 DE8867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE8867
 DE8867.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE8867
 DE8867.The ellipsoidal height was determined by GPS observations
 DE8867.and is referenced to NAD 83.
 DE8867
 DE8867.The geoid height was determined by GEOID03.
 DE8867
 DE8867;                    North         East     Units Scale Factor Converg.
 DE8867;SPC CO N     -   442,831.225   949,473.023   MT  0.99997290   +0 16 03.5
 DE8867;SPC CO N     - 1,452,855.44  3,115,062.74   sFT  0.99997290   +0 16 03.5
 DE8867;UTM  13      - 4,491,666.502   492,739.005   MT  0.99960065   -0 03 20.9
 DE8867
 DE8867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE8867!SPC CO N     -   0.99976317  x   0.99997290  =   0.99973607
 DE8867!UTM  13      -   0.99976317  x   0.99960065  =   0.99936391
 DE8867
 DE8867|---------------------------------------------------------------------|
 DE8867| PID    Reference Object                     Distance      Geod. Az  |
 DE8867|                                                           dddmmss.s |
 DE8867| AE8131 CSU                                  23.681 METERS 00959     |
 DE8867|---------------------------------------------------------------------|
 DE8867
 DE8867                          SUPERSEDED SURVEY CONTROL
 DE8867
 DE8867.No superseded survey control is available for this station.
 DE8867
 DE8867_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE9273991667(NAD 83)
 DE8867_MARKER: DD = SURVEY DISK
 DE8867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8867_STAMPING: CSU 2 2002
 DE8867_MARK LOGO: CO-069
 DE8867_PROJECTION: RECESSED 2 CENTIMETERS
 DE8867_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DE8867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8867+STABILITY: SURFACE MOTION
 DE8867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8867+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2002
 DE8867
 DE8867  HISTORY     - Date     Condition        Report By
 DE8867  HISTORY     - 20020429 MONUMENTED       CO-069
 DE8867
 DE8867                          STATION DESCRIPTION
 DE8867
 DE8867'DESCRIBED BY LARIMER COUNTY COLORADO 2002 (RSC)
 DE8867'THE STATION IS LOCATED IN THE CITY OF FORT COLLINS AT THE CAMPUS OF
 DE8867'COLORADO STATE
 DE8867'UNIVERSITY, IN THE NORTHEAST 1/4 OF SECTION 14, T 7 N, R 69 W.
 DE8867'OWNERSHIP--COLORADO STATE
 DE8867'UNIVERSITY.
 DE8867' 
 DE8867'TO REACH THE STATION FROM THE INTERSECTION OF SHIELDS STREET AND NORTH
 DE8867'DRIVE GOING
 DE8867'EAST AND PLUM STREET GOING WEST, GO EAST OF NORTH DRIVE, INTO THE
 DE8867'CAMPUS OF COLORADO
 DE8867'STATE UNIVERSITY FOR 0.4 MI TO THE STATION ON THE RIGHT, JUST BEFORE
 DE8867'THE TRANSPORTATION
 DE8867'CENTER AND NORTHWEST OF THE LORY STUDENT CENTER.
 DE8867' 
 DE8867'THE MARK IS A STANDARD BRASS LARIMER COUNTY GEODETIC CONTROL DISK SET
 DE8867'INTO THE TOP OF
 DE8867'A 45 CM ROUND 1.65 M DEEP CONCRETE POST, FLUSH WITH THE SIDEWALK AND
 DE8867'RECESSED 2 CM
 DE8867'BELOW THE GRASS. IT IS 86.0 M NORTHWEST FROM THE CENTER OF THE DOORS
 DE8867'TO THE UNIVERSITY
 DE8867'CLUB, 73.4 M SOUTH FROM THE CENTER LINE OF NORTH DRIVE, 14.2 M
 DE8867'NORTHEAST FROM THE EDGE
 DE8867'OF CSU LAGOON, 10.1 M SOUTHWEST FROM THE CENTER OF THE DELIVERY ROAD
 DE8867'TO THE UNIVERSITY
 DE8867'CLUB AND 0.35 M SOUTHWEST FROM THE EDGE OF THE SIDEWALK.
 DE8867'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH2843 ***********************************************************************
 AH2843  DESIGNATION -  CTR S 32 1286
 AH2843  PID         -  AH2843
 AH2843  STATE/COUNTY-  CO/MESA
 AH2843  USGS QUAD   -  GRAND JUNCTION (1973)
 AH2843
 AH2843                         *CURRENT SURVEY CONTROL
 AH2843  ___________________________________________________________________
 AH2843* NAD 83(1992)-  39 06 48.80139(N)    108 37 02.52098(W)     ADJUSTED  
 AH2843* NAVD 88     -      1390.6    (meters)    4562.     (feet)  GPS OBS   
 AH2843  ___________________________________________________________________
 AH2843  X           -  -1,582,329.628 (meters)                     COMP
 AH2843  Y           -  -4,697,087.186 (meters)                     COMP
 AH2843  Z           -   4,002,972.883 (meters)                     COMP
 AH2843  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 AH2843  ELLIP HEIGHT-        1373.63  (meters)          (12/03/02) GPS OBS
 AH2843  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 AH2843
 AH2843  HORZ ORDER  -  FIRST
 AH2843  ELLP ORDER  -  FOURTH    CLASS II
 AH2843
 AH2843.The horizontal coordinates were established by GPS observations
 AH2843.and adjusted by the National Geodetic Survey in August 1998..
 AH2843
 AH2843.The orthometric height was determined by GPS observations and a
 AH2843.high-resolution geoid model.
 AH2843
 AH2843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH2843
 AH2843.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH2843
 AH2843.The ellipsoidal height was determined by GPS observations
 AH2843.and is referenced to NAD 83.
 AH2843
 AH2843.The geoid height was determined by GEOID03.
 AH2843
 AH2843;                    North         East     Units Scale Factor Converg.
 AH2843;SPC CO C     -   451,539.712   644,857.901   MT  0.99993593   -1 57 57.9
 AH2843;SPC CO C     - 1,481,426.54  2,115,671.30   sFT  0.99993593   -1 57 57.9
 AH2843;UTM  12      - 4,332,081.094   705,998.432   MT  1.00012254   +1 30 13.1
 AH2843
 AH2843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH2843!SPC CO C     -   0.99978453  x   0.99993593  =   0.99972048
 AH2843!UTM  12      -   0.99978453  x   1.00012254  =   0.99990705
 AH2843
 AH2843                          SUPERSEDED SURVEY CONTROL
 AH2843
 AH2843  ELLIP H (08/21/98) 1373.65   (m)                       GP(       ) 3 2
 AH2843
 AH2843.Superseded values are not recommended for survey control.
 AH2843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH2843.See file dsdata.txt to determine how the superseded data were derived.
 AH2843
 AH2843_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ0599832081(NAD 83)
 AH2843_MARKER: DD = SURVEY DISK
 AH2843_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AH2843_STAMPING: CTR S 32 1286
 AH2843_MARK LOGO: LOCSUR
 AH2843_PROJECTION: PROJECTING 20 CENTIMETERS
 AH2843_MAGNETIC: P = MARKER IS A STEEL PIPE
 AH2843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2843+STABILITY: SURFACE MOTION
 AH2843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH2843+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH2843_ROD/PIPE-DEPTH: 0.9  meters
 AH2843
 AH2843  HISTORY     - Date     Condition        Report By
 AH2843  HISTORY     - 1997     MONUMENTED       CO-077
 AH2843
 AH2843                          STATION DESCRIPTION
 AH2843
 AH2843'DESCRIBED BY MESA COUNTY COLORADO 1997 (LJ)
 AH2843'THE STATION IS LOCATED ABOUT 5 MI (8.0 KM) WEST OF WALKER FIELD, 4.5
 AH2843'MI (7.2 KM) NORTHWEST OF GRAND JUNCTION AND 2 MI (3.2 KM) NORTHEAST OF
 AH2843'REDLANDS, IN THE CENTER OF SECTION 32, T 1 N, R 1 W, AT INTERSTATE 70
 AH2843'MILEPOST 27.1.  OWNERSHIP--MESA COUNTY ROAD RIGHT-OF-WAY  TO REACH THE
 AH2843'STATION FROM THE INTERSECTION OF INTERSTATE 70 AT EXIT 28 AND COUNTY
 AH2843'ROAD 24, GO SOUTH ON 24 ROAD FOR 0.55 MI (0.89 KM) TO THE INTERSECTION
 AH2843'OF COUNTY ROAD G.  TURN RIGHT, WEST ON COUNTY ROAD G FOR 0.5 MI (0.8
 AH2843'KM) TO THE INTERSECTION OF 23 1/2 ROAD.  TURN RIGHT, NORTH, ON 23 1/2
 AH2843'ROAD FOR 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT NEAR THE DEAD END
 AH2843'THE MARK IS A STANDARD BRASS COUNTY SURVEYOR DISK RIVITED ON THE TOP
 AH2843'OF AN IRON PIPE SURROUNDED BY STONES AND A CONCRETE COLLAR PROJECTING
 AH2843'20 CM ABOVE THE GROUND.  IT IS 33.6 M (110.2 FT) SOUTH FROM THE CENTER
 AH2843'LINE OF THE INTERSTATE 70 EAST BOUND LANES, 17.1 M (56.1 FT) SOUTH
 AH2843'FROM THE SOUTHERN RIGHT-OF-WAY FENCE FOR THE INTERSTATE, 11.6 M (38.1
 AH2843'FT) WEST-SOUTHWEST FROM A POWER POLE WITH A TRANSFORMER, 5.2 M (17.1
 AH2843'FT) WEST FROM THE CENTER OF COUNTY ROAD 23.5, 3.4 M (11.2 FT) NORTH
 AH2843'FROM A FENCE CORNER, 0.4 M (1.3 FT) SOUTH FROM A WITNESS POST AND
 AH2843'ABOUT 0.6 M (2.0 FT) BELOW THE INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1285 ***********************************************************************
 LL1285  DESIGNATION -  CTWSH 1
 LL1285  PID         -  LL1285
 LL1285  STATE/COUNTY-  CO/LARIMER
 LL1285  USGS QUAD   -  CARR WEST (1975)
 LL1285
 LL1285                         *CURRENT SURVEY CONTROL
 LL1285  ___________________________________________________________________
 LL1285* NAD 83(1992)-  40 59 54.52366(N)    104 59 58.88596(W)     ADJUSTED  
 LL1285* NAVD 88     -      1999.     (meters)    6558.     (feet)  SCALED    
 LL1285  ___________________________________________________________________
 LL1285  LAPLACE CORR-         -14.25  (seconds)                    DEFLEC99
 LL1285  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 LL1285
 LL1285  HORZ ORDER  -  THIRD
 LL1285
 LL1285.The horizontal coordinates were established by classical geodetic methods
 LL1285.and adjusted by the National Geodetic Survey in January 1997..
 LL1285
 LL1285.The orthometric height was scaled from a topographic map.
 LL1285
 LL1285.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1285
 LL1285.The geoid height was determined by GEOID03.
 LL1285
 LL1285;                    North         East     Units Scale Factor Converg.
 LL1285;SPC CO N     -   489,812.210   956,497.970   MT  1.00004200   +0 19 23.8
 LL1285;SPC CO N     - 1,606,992.23  3,138,110.42   sFT  1.00004200   +0 19 23.8
 LL1285;UTM  13      - 4,538,588.194   500,026.026   MT  0.99960000   +0 00 00.7
 LL1285
 LL1285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1285!SPC CO N     -   0.99968893  x   1.00004200  =   0.99973092
 LL1285!UTM  13      -   0.99968893  x   0.99960000  =   0.99928906
 LL1285
 LL1285:                Primary Azimuth Mark                     Grid Az
 LL1285:SPC CO N     -  CAVEAT                                   259 16 47.7
 LL1285:UTM  13      -  CAVEAT                                   259 36 10.8
 LL1285
 LL1285|---------------------------------------------------------------------|
 LL1285| PID    Reference Object                     Distance      Geod. Az  |
 LL1285|                                                           dddmmss.s |
 LL1285| LL1286 CAVEAT                              APPROX. 5.5 KM 2593611.5 |
 LL1285|---------------------------------------------------------------------|
 LL1285
 LL1285                          SUPERSEDED SURVEY CONTROL
 LL1285
 LL1285  NAD 83(1992)-  40 59 54.50826(N)    104 59 58.88506(W) AD(       ) 3
 LL1285  NAD 83(1986)-  40 59 54.50813(N)    104 59 58.88445(W) AD(       ) 3
 LL1285  NAD 27      -  40 59 54.56515(N)    104 59 57.00542(W) AD(       ) 3
 LL1285
 LL1285.Superseded values are not recommended for survey control.
 LL1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1285.See file dsdata.txt to determine how the superseded data were derived.
 LL1285
 LL1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF0002638588(NAD 83)
 LL1285_MARKER: DS = TRIANGULATION STATION DISK
 LL1285_SETTING: 66 = SET IN ROCK OUTCROP
 LL1285_SP_SET: SET IN ROCK OUTCROP
 LL1285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL1285+STABILITY: POSITION/ELEVATION WELL
 LL1285
 LL1285  HISTORY     - Date     Condition        Report By
 LL1285  HISTORY     - 1947     MONUMENTED       USGS
 LL1285  HISTORY     - 1960     GOOD             USGS
 LL1285
 LL1285                          STATION DESCRIPTION
 LL1285
 LL1285'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 LL1285'STATION IS LOCATED ABOUT 11 MI. SW. OF CHEYENNE, NEAR NE. CORNER OF
 LL1285'SEC. 21, T 12 W, R 68 W, ON A BRUSHY HILL.
 LL1285'
 LL1285'TO REACH FROM CHEYENNE POST OFFICE, GO S. ON U.S. HIGHWAYS 85 AND 87
 LL1285'5.4 MI. TO JUNCTION, TURN RIGHT ON HIGHWAY 87 AND GO 7.8 MI. TO A
 LL1285'T-RD. W. AT WARRENTON, TURN RIGHT AND GO 0.3 MI. TO A RD. FORKS, TURN
 LL1285'LEFT AND FOLLOW MAIN TRAVELED RD. ABOUT 5.1 MI.  STATION IS ABOUT 2000
 LL1285'FT. N. OF RD., ON THE S. END OF THE TOP OF A BRUSHY HILL.  STATION
 LL1285'SURROUNDED BY PILE OF ROCKS.
 LL1285
 LL1285                          STATION RECOVERY (1960)
 LL1285
 LL1285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 (TW)
 LL1285'RECOVERED BY TOM WILLIAMS (USGS) 1960.
 LL1285'
 LL1285'STATION MARK--STANDARD TABLET, SET IN A FLAT ROCK, FLUSH WITH GROUND
 LL1285'AND STAMPED ---CTWSH-1 1947---.
 LL1285'
 LL1285'REFERENCE MARK NO. 1--3/4-IN. IRON ROD, 36.41 FT. N. OF STATION.
 LL1285'
 LL1285'REFERENCE MARK NO. 2--3/4-IN. IRON ROD, 32.96 FT. SE. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0437 ***********************************************************************
 LK0437  DESIGNATION -  CUB
 LK0437  PID         -  LK0437
 LK0437  STATE/COUNTY-  CO/SEDGWICK
 LK0437  USGS QUAD   -  JULESBURG (1984)
 LK0437
 LK0437                         *CURRENT SURVEY CONTROL
 LK0437  ___________________________________________________________________
 LK0437* NAD 83(1992)-  40 58 29.48328(N)    102 19 10.24902(W)     ADJUSTED  
 LK0437* NAVD 88     -      1073.095  (meters)    3520.65   (feet)  ADJUSTED  
 LK0437  ___________________________________________________________________
 LK0437  X           -  -1,029,096.748 (meters)                     COMP
 LK0437  Y           -  -4,712,152.876 (meters)                     COMP
 LK0437  Z           -   4,161,005.748 (meters)                     COMP
 LK0437  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 LK0437  ELLIP HEIGHT-        1052.74  (meters)          (12/03/02) GPS OBS
 LK0437  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 LK0437  DYNAMIC HT  -        1072.391 (meters)    3518.34  (feet)  COMP
 LK0437  MODELED GRAV-     979,931.0   (mgal)                       NAVD 88
 LK0437
 LK0437  HORZ ORDER  -  FIRST
 LK0437  VERT ORDER  -  FIRST     CLASS II
 LK0437  ELLP ORDER  -  FOURTH    CLASS II
 LK0437
 LK0437.The horizontal coordinates were established by GPS observations
 LK0437.and adjusted by the National Geodetic Survey in July 1996..
 LK0437
 LK0437.The orthometric height was determined by differential leveling
 LK0437.and adjusted by the National Geodetic Survey in June 1991..
 LK0437
 LK0437.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0437
 LK0437.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0437
 LK0437.The ellipsoidal height was determined by GPS observations
 LK0437.and is referenced to NAD 83.
 LK0437
 LK0437.The geoid height was determined by GEOID03.
 LK0437
 LK0437.The dynamic height is computed by dividing the NAVD 88
 LK0437.geopotential number by the normal gravity value computed on the
 LK0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0437.degrees latitude (g = 980.6199 gals.).
 LK0437
 LK0437.The modeled gravity was interpolated from observed gravity values.
 LK0437
 LK0437;                    North         East     Units Scale Factor Converg.
 LK0437;SPC CO N     -   491,870.309 1,182,046.732   MT  1.00003669   +2 03 18.1
 LK0437;SPC CO N     - 1,613,744.51  3,878,098.32   sFT  1.00003669   +2 03 18.1
 LK0437;SPC NE       -   129,357.313   304,854.885   MT  0.99970125   -1 32 13.7
 LK0437;UTM  13      - 4,539,426.568   725,530.332   MT  1.00022607   +1 45 30.3
 LK0437
 LK0437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0437!SPC CO N     -   0.99983489  x   1.00003669  =   0.99987158
 LK0437!SPC NE       -   0.99983489  x   0.99970125  =   0.99953619
 LK0437!UTM  13      -   0.99983489  x   1.00022607  =   1.00006093
 LK0437
 LK0437|---------------------------------------------------------------------|
 LK0437| PID    Reference Object                     Distance      Geod. Az  |
 LK0437|                                                           dddmmss.s |
 LK0437| CP6929 CUB RM 1                              7.323 METERS 02820     |
 LK0437| CP6930 CUB RM 2                              6.430 METERS 15435     |
 LK0437| LK0516 OVID MUNICIPAL TANK                 APPROX. 5.5 KM 2580349.2 |
 LK0437| CP6925 CUB AZ MK                                          3154933.0 |
 LK0437|---------------------------------------------------------------------|
 LK0437
 LK0437                          SUPERSEDED SURVEY CONTROL
 LK0437
 LK0437  ELLIP H (10/08/96) 1052.77   (m)                       GP(       ) 1 1
 LK0437  ELLIP H (07/08/96) 1053.00   (m)                       GP(       ) 1 1
 LK0437  NAD 83(1992)-  40 58 29.47958(N)    102 19 10.25005(W) AD(       ) 3
 LK0437  NAD 83(1986)-  40 58 29.47878(N)    102 19 10.24989(W) AD(       ) 3
 LK0437  NAD 27      -  40 58 29.50560(N)    102 19 08.58150(W) AD(       ) 3
 LK0437  NAVD 88 (07/08/96) 1073.10   (m)         3520.7    (f) LEVELING    3  
 LK0437  NGVD 29 (02/14/92) 1072.632  (m)         3519.13   (f) ADJUSTED    1 2
 LK0437
 LK0437.Superseded values are not recommended for survey control.
 LK0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0437.See file dsdata.txt to determine how the superseded data were derived.
 LK0437
 LK0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2553039427(NAD 83)
 LK0437_MARKER: DS = TRIANGULATION STATION DISK
 LK0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0437_SP_SET: CONCRETE POST
 LK0437_STAMPING: CUB 1963
 LK0437_MARK LOGO: CGS   
 LK0437_PROJECTION: FLUSH
 LK0437_MAGNETIC: N = NO MAGNETIC MATERIAL
 LK0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0437+STABILITY: SURFACE MOTION
 LK0437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0437+SATELLITE: SATELLITE OBSERVATIONS - February 22, 1999
 LK0437
 LK0437  HISTORY     - Date     Condition        Report By
 LK0437  HISTORY     - 1963     MONUMENTED       CGS
 LK0437  HISTORY     - 1971     GOOD             USGS
 LK0437  HISTORY     - 19810415 GOOD             NGS
 LK0437  HISTORY     - 1986     GOOD             NGS
 LK0437  HISTORY     - 19950629 GOOD             NGS
 LK0437  HISTORY     - 19990222 GOOD             NGS
 LK0437
 LK0437                          STATION DESCRIPTION
 LK0437
 LK0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 LK0437'THE STATION IS LOCATED 4 MILES EAST-NORTHEAST OF OVID, 3
 LK0437'MILES WEST-SOUTHWEST OF JULESBURG, 100 FEET SOUTHWEST OF THE
 LK0437'NORTHWEST CORNER OF THE RUNWAY OF THE JULESBURG MUNICIPAL
 LK0437'AIRPORT.
 LK0437'
 LK0437'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 138
 LK0437'AND 385 IN JULESBURG, GO WESTERLY ON U.S. HIGHWAY 138 AND
 LK0437'385 FOR 3.3 MILES TO WHERE THE TWO HIGHWAYS DIVIDE.  CONTINUE
 LK0437'STRAIGHT AHEAD AND GO SOUTHWEST ON U.S. HIGHWAY 138 FOR
 LK0437'0.15 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 LK0437'
 LK0437'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHEAST ON
 LK0437'U.S. HIGHWAY 138 FOR 0.15 MILE TO THE JUNCTION OF U.S. HIGHWAY
 LK0437'385.  TURN LEFT AND GO WESTERLY ON U.S. HIGHWAY 385 FOR 0.3
 LK0437'MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 LK0437'
 LK0437'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 LK0437'CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED CUB 1963.
 LK0437'IT IS 98 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE AIRPORT
 LK0437'RUNWAY, 55 FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 138,
 LK0437'46 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL
 LK0437'BUILDING, 6 FEET NORTHEAST OF A FENCE CORNER AND 3.3 FEET
 LK0437'SOUTHEAST OF A METAL WITNESS POST.
 LK0437'
 LK0437'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF
 LK0437'A 12-INCH CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED
 LK0437'CUB NO 1 1963.  IT IS 52 FEET SOUTHEAST OF THE CENTER OF U.S.
 LK0437'HIGHWAY 138, 19-1/2 FEET WEST OF THE NORTHWEST CORNER OF A
 LK0437'SMALL BUILDING AND 1 FOOT SOUTHEAST OF A FENCE LINE.
 LK0437'
 LK0437'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 LK0437'12-INCH CONCRETE CYLINDER WHICH IS SET FLUSH AND IS STAMPED
 LK0437'CUB NO 2 1963.  IT IS 96 FEET SOUTHWEST OF THE SOUTHWEST
 LK0437'EDGE OF THE RUNWAY, 61 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 LK0437'CORNER OF A SMALL BUILDING AND 42-1/2 FEET SOUTHEAST OF A
 LK0437'FENCE CORNER.
 LK0437'
 LK0437'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 LK0437'CONCRETE CYLINDER WHICH PROJECTS 6 INCHES AND IS STAMPED
 LK0437'CUB 1963.  IT IS 41 FEET SOUTH-SOUTHWEST OF THE CENTER OF
 LK0437'U.S. HIGHWAY 385, 21 FEET EAST OF THE CENTER OF A GRAVELED
 LK0437'ROAD, 3.4 FEET WEST-NORTHWEST OF A METAL WITNESS POST AND 1
 LK0437'FOOT NORTH-NORTHEAST OF A FENCE LINE.
 LK0437
 LK0437                          STATION RECOVERY (1971)
 LK0437
 LK0437'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (EEM)
 LK0437'THIS STATION WAS NOT OCCUPIED, THUS DISTANCES AND DIRECTIONS
 LK0437'TO THE REFERENCE MARKS WERE NOT REMEASURED.
 LK0437'
 LK0437'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED, WITH
 LK0437'THE FOLLOWING EXCEPTION--THE SMALL BUILDING REFERRED TO HAS
 LK0437'BEEN REMOVED, HOWEVER, THE FOUNDATION STILL REMAINS.
 LK0437'
 LK0437'THE STATION AND REFERENCE MARKS ARE STANDARD USC AND GS
 LK0437'BRONZE DISKS SET IN CONCRETE POSTS.
 LK0437'
 LK0437'STATION MARK--DISK IS FLUSH WITH THE GROUND, AND STAMPED
 LK0437'CUB 1963.
 LK0437'
 LK0437'REFERENCE MARK NO. 1--DISK SET 0.2 FEET BELOW GROUND LEVEL,
 LK0437'AND STAMPED CUB NO. 1 1963.
 LK0437'
 LK0437'REFERENCE MARK NO. 2--DISK SET 0.1 FEET BELOW GROUND LEVEL,
 LK0437'AND STAMPED CUB NO. 2 1963.
 LK0437
 LK0437                          STATION RECOVERY (1981)
 LK0437
 LK0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 LK0437'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  STATION MARK,
 LK0437'REFERENCE MARKS 1 AND 2 ARE NOW BELOW GROUND SURFACE.  THE AZIMUTH
 LK0437'MARK WAS BLOCKED TO STATION BY VERY LARGE JOHN DEER EQUIPEMENT AT TIME
 LK0437'OF RECOVERY.  DISTANCE AND DIRECTION TO REFERENCE MARKS COMPARED
 LK0437'FAVORABLY PREVIOUS DATA.  STATION IS REACHED FROM THE JUNCTION OF U.S.
 LK0437'HIGHWAYS 385 AND 138 IN JULESBURG.  GO WESTERLY AND SOUTHWEST ON
 LK0437'COMBINATION OF HIGHWAYS FOR 3.3 MILES (5.3 KM) TO THE JUNCTION OF THE
 LK0437'TWO HIGHWAYS.  CONTINUE STRAIGHT AHEAD, SOUTHWEST ON HIGHWAY 138 FOR
 LK0437'0.15 MILE (0.24 KM) TO AN OLD FENCE CORNER AND STATION ON LEFT, AS
 LK0437'DESCRIBED.  AZIMUTH MARK IS REACHED FROM THE STATION, GO NORTHEAST ON
 LK0437'HIGHWAY 138 FOR 0.15 TO THE JUNCTION WITH HIGHWAY 385.  TURN LEFT AND
 LK0437'GO WEST, ON HIGHWAY 385 FOR 0.3 MILES (0.5 KM) TO A GRAVELED ROAD AND
 LK0437'MARK ON LEFT.
 LK0437' 
 LK0437'STATION IS A STANDARD DISK STAMPED--CUB 1963--, SET IN TOP OF A ROUND
 LK0437'CONCRETE MONUMENT 3 INCHES BELOW SURFACE, 48 FEET (14.6 M) SOUTHWEST
 LK0437'OF NORTHWEST CORNER OF JULESBURG NORTH-SOUTH AIR PORT RUNWAY, 55 FEET
 LK0437'(16.8 M) SOUTHEAST OF CENTER OF 45 HIGHWAY 138, 5.5 FEET (1.7 M)
 LK0437'NORTH-NORTHEAST OF A ROUND WOOD FENCE CORNER POST, 3.3 FEET (1.0 M)
 LK0437'SOUTHEAST OF A HURRICANE FENCE LINE AND METAL WITNESS POST, 1.5 FEET
 LK0437'(0.5 M) NORTHEAST OF A METAL WITNESS POST.
 LK0437' 
 LK0437'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--CUB NO 1 1963--, SET IN
 LK0437'TOP OF A ROUND CONCRETE MONUMENT 6 INCHES BELOW GROUND, 52 FEET (15.8
 LK0437'M) SOUTHEAST OF THE HIGHWAY, 1.2 FEET (0.4 M) SOUTH OF A LARGE ROUND
 LK0437'FENCE POST, 1 FOOT (0.3 M) SOUTHEAST OF THE HURRICANE FENCE LINE.
 LK0437' 
 LK0437'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--CUB NO 2 1963--, SET IN
 LK0437'TOP OF A ROUND CONCRETE MONUMENT 6 INCHES BELOW GROUND, 4 INCHES
 LK0437'NORTHEAST OF AN OLD FENCE LINE.
 LK0437' 
 LK0437'AZIMUTH MARK IS A STANDARD DISK STAMPED--CUB 1963--, SET IN TOP OF
 LK0437'AROUND CONCRETE MONUMENT PROJECTING 6 INCHES, 40 FEET (12.2 M)
 LK0437'SOUTH-SOUTHWEST OF CENTER OF U.S. HIGHWAY 385, 21 FEET (6.4 M) NORTH
 LK0437'OF GRAVELED ROAD, 3.4 FEET (1.0 M) WEST-NORTHWEST OF A METAL WITNESS
 LK0437'POST.
 LK0437
 LK0437                          STATION RECOVERY (1986)
 LK0437
 LK0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LK0437'5.5 KM (3.4 MI) WEST FROM JULESBURG.
 LK0437'5.5 KM (3.4 MI) WEST ALONG US HIGHWAY 138 FROM THE JUNCTION OF MAIN
 LK0437'STREET (US HIGHWAY 385) IN JULESBURG, 0.24 KM (0.15 MI) SOUTHWEST OF A
 LK0437'FORK IN THE HIGHWAY (US HIGHWAY 385 LEADING NORTHWEST), AT THE CORNER
 LK0437'OF THE AIRPORT RUNWAY, 16.8 METERS (55 FT) SOUTHEAST OF THE CENTERLINE
 LK0437'OF THE HIGHWAY (US HIGHWAY 138), 29.3 METERS (96 FT) SOUTHEAST OF THE
 LK0437'SOUTHWEST CORNER OF THE ASPHALT RUNWAY, 0.91 METER (3 FT) EAST OF A
 LK0437'RIGHT OF WAY FENCE LINE AND 0.30 METER (1 FT) WEST OF A SNOW FENCE
 LK0437'LINE.
 LK0437'THE MARK IS 0.61 METERS  NE FROM  A WITNESS POST
 LK0437'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 LK0437
 LK0437                          STATION RECOVERY (1995)
 LK0437
 LK0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 LK0437'THE STATION IS LOCATED ABOUT 3.8 MI (6.1 KM) EAST-NORTHEAST OF OVID, 3
 LK0437'MI (4.8 KM) WEST-SOUTHWEST OF JULESBURG AND 0.1 MI (0.2 KM) SOUTHWEST
 LK0437'OF THE U.  S.  HIGHWAY 385 AND U.  S.  HIGHWAY 138 INTERSECTION, IN
 LK0437'THE SOUTHWEST 1/4 OF SECTION 36, T 12 N, R 45 W, AT U.  S.  HIGHWAY
 LK0437'138 MILEPOST 54.65.  OWNERSHIP--JULESBURG MUNICIPAL AIRPORT.  TO REACH
 LK0437'THE STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY 385 AND U.  S.
 LK0437'HIGHWAY 138 WEST OF JULESBURG, GO SOUTHWEST ON U.  S. HIGHWAY 138 FOR
 LK0437'0.1 MI (0.2 KM) TO THE STATION ON THE LEFT, AT THE END OF THE RUNWAY.
 LK0437'THE STATION IS A STANDARD DISK SET IN A SQUARE CONCRETE POST RECESSED
 LK0437'3 CM BELOW THE GROUND.  IT IS 37.8 M (124.0 FT) WEST OF THE CENTER OF
 LK0437'THE END OF THE RUNWAY END WITH A LINE OF LIGHTS, 16.7 M (54.8 FT)
 LK0437'SOUTH-SOUTHEAST OF THE CENTER LINE OF U.  S.  HIGHWAY 138, 1.1 M (3.6
 LK0437'FT) SOUTH-SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 0.9 M (3.0 FT)
 LK0437'SOUTHWEST OF A PLASTIC RIGHT-OF-WAY FENCE, 0.5 M (1.6 FT)
 LK0437'EAST-NORTHEAST OF A METAL WITNESS POST AND ABOUT 0.6 M (2.0 FT) BELOW
 LK0437'THE HIGHWAY.
 LK0437
 LK0437                          STATION RECOVERY (1999)
 LK0437
 LK0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 LK0437'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0639 ***********************************************************************
 HL0639  DESIGNATION -  CUBA
 HL0639  PID         -  HL0639
 HL0639  STATE/COUNTY-  CO/SAN JUAN
 HL0639  USGS QUAD   -  HOWARDSVILLE (1955)
 HL0639
 HL0639                         *CURRENT SURVEY CONTROL
 HL0639  ___________________________________________________________________
 HL0639* NAD 83(1992)-  37 50 29.07250(N)    107 31 19.78677(W)     ADJUSTED  
 HL0639* NAVD 88     -      3970.7    (meters)   13027.     (feet)  VERTCON   
 HL0639  ___________________________________________________________________
 HL0639  LAPLACE CORR-           4.27  (seconds)                    DEFLEC99
 HL0639  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 HL0639
 HL0639  HORZ ORDER  -  THIRD
 HL0639
 HL0639.The horizontal coordinates were established by classical geodetic methods
 HL0639.and adjusted by the National Geodetic Survey in January 1993..
 HL0639
 HL0639.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0639
 HL0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0639
 HL0639.The geoid height was determined by GEOID03.
 HL0639
 HL0639;                    North         East     Units Scale Factor Converg.
 HL0639;SPC CO S     -   437,104.572   736,432.086   MT  0.99994541   -1 14 25.3
 HL0639;SPC CO S     - 1,434,067.25  2,416,110.94   sFT  0.99994541   -1 14 25.3
 HL0639;UTM  13      - 4,191,217.045   278,066.907   MT  1.00020669   -1 32 52.5
 HL0639
 HL0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0639!SPC CO S     -   0.99937970  x   0.99994541  =   0.99932515
 HL0639!UTM  13      -   0.99937970  x   1.00020669  =   0.99958626
 HL0639
 HL0639:                Primary Azimuth Mark                     Grid Az
 HL0639:SPC CO S     -  GALENA                                   247 53 57.0
 HL0639:UTM  13      -  GALENA                                   248 12 24.2
 HL0639
 HL0639|---------------------------------------------------------------------|
 HL0639| PID    Reference Object                     Distance      Geod. Az  |
 HL0639|                                                           dddmmss.s |
 HL0639| HL0641 GALENA                              APPROX. 3.8 KM 2463931.7 |
 HL0639|---------------------------------------------------------------------|
 HL0639
 HL0639                          SUPERSEDED SURVEY CONTROL
 HL0639
 HL0639  NAD 83(1986)-  37 50 29.05833(N)    107 31 19.80046(W) AD(       ) 3
 HL0639  NAD 27      -  37 50 29.08912(N)    107 31 17.61079(W) AD(       ) 3
 HL0639  NGVD 29 (07/19/86) 3968.8    (m)        13021.     (f) VERT ANG       
 HL0639
 HL0639.Superseded values are not recommended for survey control.
 HL0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0639.See file dsdata.txt to determine how the superseded data were derived.
 HL0639
 HL0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB7806791217(NAD 83)
 HL0639_MARKER: DD = SURVEY DISK
 HL0639_SETTING: 66 = SET IN ROCK OUTCROP
 HL0639_SP_SET: SET IN BEDROCK
 HL0639_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0639+STABILITY: POSITION/ELEVATION WELL
 HL0639
 HL0639  HISTORY     - Date     Condition        Report By
 HL0639  HISTORY     - 1952     MONUMENTED       USGS
 HL0639
 HL0639                          STATION DESCRIPTION
 HL0639
 HL0639'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 HL0639'LOCATED APPROXIMATELY 8.0 MI. (AIRLINE) ENE. OF SILVERTON, COLORADO,
 HL0639'3.4 MI. SE. OF EUREKA, AND THE HIGHEST POINT OF A TOP ON THE SAN
 HL0639'JUAN AND HINSDALE COUNTY LINE, BETWEEN CUBA AND MINNIE GULCHES.
 HL0639'
 HL0639'TO REACH FROM SILVERTON, COLORADO, PACK ANIMALS CAN BE TAKEN TO
 HL0639'STATION BY GOING UP MINNIE GULCH FOR ABOUT 1.3 MI. TO THE N. FORK OF
 HL0639'MINNIE GULCH, THENCE ENE. ALONG TRAIL UP NORTH MINNIE TO TOP OF
 HL0639'DIVIDE, THENCE S. ALONG TRAIL, DOWN TOP OF DIVIDE FOR ABOUT 2.0 MI.
 HL0639'TO STATION SITE.  STATION IS ON THE HIGHEST TOP TO THE SW. OF TRAIL
 HL0639'AT THIS POINT.
 HL0639'
 HL0639'STATION MARK--STANDARD TABLET, STAMPED ---CUBA---, CEMENTED IN
 HL0639'BEDROCK.  IT WAS NOT NOTED IN 1952 WHETHER DATE WAS STAMPED ON
 HL0639'TABLET.
 HL0639'
 HL0639'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0499 ***********************************************************************
 HK0499  DESIGNATION -  CUCHARA
 HK0499  PID         -  HK0499
 HK0499  STATE/COUNTY-  CO/HUERFANO
 HK0499  USGS QUAD   -  MARIA RESERVOIR (1963)
 HK0499
 HK0499                         *CURRENT SURVEY CONTROL
 HK0499  ___________________________________________________________________
 HK0499* NAD 83(1992)-  37 41 10.44707(N)    104 37 54.19921(W)     ADJUSTED  
 HK0499* NAVD 88     -      1856.5    (meters)    6091.     (feet)  VERTCON   
 HK0499  ___________________________________________________________________
 HK0499  X           -  -1,276,981.587 (meters)                     COMP
 HK0499  Y           -  -4,891,304.306 (meters)                     COMP
 HK0499  Z           -   3,879,065.271 (meters)                     COMP
 HK0499  LAPLACE CORR-          -5.79  (seconds)                    DEFLEC99
 HK0499  ELLIP HEIGHT-        1836.98  (meters)          (12/03/02) GPS OBS
 HK0499  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 HK0499
 HK0499  HORZ ORDER  -  FIRST
 HK0499  ELLP ORDER  -  FOURTH    CLASS II
 HK0499
 HK0499.The horizontal coordinates were established by classical geodetic methods
 HK0499.and adjusted by the National Geodetic Survey in December 2002..
 HK0499
 HK0499.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0499
 HK0499.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HK0499
 HK0499.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0499
 HK0499.The ellipsoidal height was determined by GPS observations
 HK0499.and is referenced to NAD 83.
 HK0499
 HK0499.The geoid height was determined by GEOID03.
 HK0499
 HK0499;                    North         East     Units Scale Factor Converg.
 HK0499;SPC CO S     -   418,311.941   990,983.574   MT  0.99994871   +0 31 57.3
 HK0499;SPC CO S     - 1,372,411.76  3,251,251.94   sFT  0.99994871   +0 31 57.3
 HK0499;UTM  13      - 4,171,066.902   532,471.158   MT  0.99961299   +0 13 30.5
 HK0499
 HK0499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0499!SPC CO S     -   0.99971182  x   0.99994871  =   0.99966055
 HK0499!UTM  13      -   0.99971182  x   0.99961299  =   0.99932493
 HK0499
 HK0499|---------------------------------------------------------------------|
 HK0499| PID    Reference Object                     Distance      Geod. Az  |
 HK0499|                                                           dddmmss.s |
 HK0499| CM7895 CUCHARA RM 1                         10.660 METERS 14745     |
 HK0499| HK0503 WALSENBURG POWER PLANT STACK        APPROX.16.7 KM 2424255.3 |
 HK0499| HK0506 WALSENBURG HUERFANO CO CTHSE        APPROX.14.9 KM 2425021.7 |
 HK0499| CM7894 CUCHARA AZ MK                                      2434622.8 |
 HK0499| CM7896 CUCHARA RM 2                         12.362 METERS 24814     |
 HK0499|---------------------------------------------------------------------|
 HK0499
 HK0499                          SUPERSEDED SURVEY CONTROL
 HK0499
 HK0499  ELLIP H (12/21/93) 1837.12   (m)                       GP(       ) 4 1
 HK0499  NAD 83(1992)-  37 41 10.45611(N)    104 37 54.19219(W) AD(       ) 1
 HK0499  ELLIP H (01/07/93) 1837.12   (m)                       GP(       ) 4 2
 HK0499  NAD 83(1986)-  37 41 10.45279(N)    104 37 54.18293(W) AD(       ) 1
 HK0499  NAD 27      -  37 41 10.40600(N)    104 37 52.25500(W) AD(       ) 1
 HK0499  NGVD 29 (11/20/87) 1855.6    (m)         6088.     (f) GPS OBS        
 HK0499
 HK0499.Superseded values are not recommended for survey control.
 HK0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0499.See file dsdata.txt to determine how the superseded data were derived.
 HK0499
 HK0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB3247171067(NAD 83)
 HK0499_MARKER: DS = TRIANGULATION STATION DISK
 HK0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HK0499+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1986
 HK0499
 HK0499  HISTORY     - Date     Condition        Report By
 HK0499  HISTORY     - 1949     MONUMENTED       CGS
 HK0499  HISTORY     - 1952     GOOD             CGS
 HK0499  HISTORY     - 19860604 GOOD
 HK0499
 HK0499                          STATION DESCRIPTION
 HK0499
 HK0499'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 HK0499'THE STATION IS LOCATED ABOUT 9.0 MILES AIR LINE EAST-NORTHEAST
 HK0499'OF WALSENBURG ON A NORTH-SOUTH RIDGE THAT IS COVERED WITH
 HK0499'SCRUB CEDAR AND PINE TREES.  THERE IS A HIGHER POINT TO THE
 HK0499'NORTH.  THE STATION IS ALSO ABOUT 1.0 MILE AIR LINE EAST OF
 HK0499'THE CUCHARA RIVER.  THE STATION MARK IS SET 6 PACES EAST OF A
 HK0499'WHITE WITNESS POST, PROJECTS 2 INCHES AND IS STAMPED, CUCHARA
 HK0499'1949.
 HK0499'
 HK0499'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 HK0499'STATION, PROJECTS 4 INCHES AND IS STAMPED, CUCHARA NO 1 1949.
 HK0499'
 HK0499'REFERENCE MARK NO. 2 IS APPROXIMATELY 6 INCHES LOWER THAN
 HK0499'THE STATION, PROJECTS 4 INCHES AND IS STAMPED, CUCHARA NO
 HK0499'2 1949.
 HK0499'
 HK0499'THE AZIMUTH MARK IS SET FLUSH IN A CONCRETE CULVERT, 6 PACES
 HK0499'NORTH OF THE CENTER OF A GRADED ROAD, 10 PACES SOUTH-SOUTHEAST
 HK0499'OF A WHITE WITNESS POST AND FENCE LINE AND IS STAMPED, CUCHARA
 HK0499'1949.
 HK0499'
 HK0499'TO REACH THE STATION FROM THE HUERFANO COUNTY COURT HOUSE
 HK0499'IN WALSENBURG, GO EAST ON THE FIRST STREET SOUTH OF THE COURT
 HK0499'HOUSE FOR 6.1 MILES TO A T-INTERSECTION ON THE LEFT.  CONTINUE
 HK0499'STRAIGHT AHEAD FOR 1.3 MILES TO THE AZIMUTH MARK ON THE LEFT
 HK0499'AS DESCRIBED ABOVE.  CONTINUE ON THE GRADED ROAD FOR 0.9 MILE
 HK0499'TO THE BRIDGE OVER THE CUCHARA RIVER.  CONTINUE FOR 0.05
 HK0499'MILE TO A SIDE ROAD RIGHT, SOUTH.  TURN RIGHT, CROSS A CATTLE
 HK0499'GUARD AND FOLLOW THE MAIN ROAD FOR 1.25 MILE TO A FORK AND
 HK0499'GATE IN FENCE LINE.  TAKE THE LEFT FORK, PASS THROUGH THE
 HK0499'GATE AND GO 1.5 MILES TO A FORK AND GATE IN THE FENCE LINE.
 HK0499'PASS THROUGH THE GATE AND TURN SHARP LEFT AND FOLLOW A
 HK0499'TRACK ROAD NORTHERLY FOR 0.2 MILE TO A GATE.  PASS THROUGH
 HK0499'THE GATE AND CONTINUE FOR 0.2 MILE.  LEAVE THE TRACK ROAD
 HK0499'AND DRIVE NORTHERLY FOR 0.05 MILE TO THE STATION AS
 HK0499'DESCRIBED ABOVE.  A DRIVE STATION.
 HK0499
 HK0499                          STATION RECOVERY (1952)
 HK0499
 HK0499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LGT)
 HK0499'THE STATION, STAMPED CUCHARA 1949.  REFERENCE MARKS 1 AND 2,
 HK0499'STAMPED CUCHARA NO 1 1949 AND CUCHARA NO 2 1949 RESPECTIVELY.
 HK0499'AND THE AZIMUTH MARK, STAMPED CUCHARA 1949, WERE RECOVERED
 HK0499'IN GOOD CONDITION AS DESCRIBED.
 HK0499'
 HK0499'THE STATION AND BOTH REFERENCE MARKS ARE SET IN THE TOP OF
 HK0499'12 IN X 12 IN SQUARE CONCRETE POSTS THAT PROJECTS ABOUT
 HK0499'3 INCHES ABOVE THE GROUND.  THE AZIMUTH MARK IS SET IN A
 HK0499'CONCRETE CULVERT HEADWALL THAT PROJECTS ABOUT 1 FOOT.
 HK0499
 HK0499                          STATION RECOVERY (1986)
 HK0499
 HK0499'RECOVERED 1986
 HK0499'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2016 ***********************************************************************
 KK2016  DESIGNATION -  CUM
 KK2016  PID         -  KK2016
 KK2016  STATE/COUNTY-  CO/CLEAR CREEK
 KK2016  USGS QUAD   -  EMPIRE (1974)
 KK2016
 KK2016                         *CURRENT SURVEY CONTROL
 KK2016  ___________________________________________________________________
 KK2016* NAD 83(1992)-  39 48 45.32012(N)    105 37 59.20216(W)     ADJUSTED  
 KK2016* NAVD 88     -      3237.8    (meters)   10623.     (feet)  VERTCON   
 KK2016  ___________________________________________________________________
 KK2016  LAPLACE CORR-         -12.06  (seconds)                    DEFLEC99
 KK2016  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 KK2016
 KK2016  HORZ ORDER  -  THIRD
 KK2016
 KK2016.The horizontal coordinates were established by classical geodetic methods
 KK2016.and adjusted by the National Geodetic Survey in January 1993..
 KK2016
 KK2016.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2016
 KK2016.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2016
 KK2016.The geoid height was determined by GEOID03.
 KK2016
 KK2016;                    North         East     Units Scale Factor Converg.
 KK2016;SPC CO C     -   524,529.667   903,003.748   MT  1.00001298   -0 05 02.2
 KK2016;SPC CO C     - 1,720,894.42  2,962,604.80   sFT  1.00001298   -0 05 02.2
 KK2016;UTM  13      - 4,407,148.460   445,810.122   MT  0.99963615   -0 24 19.4
 KK2016
 KK2016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2016!SPC CO C     -   0.99949430  x   1.00001298  =   0.99950728
 KK2016!UTM  13      -   0.99949430  x   0.99963615  =   0.99913064
 KK2016
 KK2016                          SUPERSEDED SURVEY CONTROL
 KK2016
 KK2016  NAD 83(1986)-  39 48 45.31994(N)    105 37 59.19888(W) AD(       ) 3
 KK2016  NAD 27      -  39 48 45.36366(N)    105 37 57.19967(W) AD(       ) 3
 KK2016  NGVD 29 (07/19/86) 3236.2    (m)        10617.     (f) VERT ANG       
 KK2016
 KK2016.Superseded values are not recommended for survey control.
 KK2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2016.See file dsdata.txt to determine how the superseded data were derived.
 KK2016
 KK2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE4581007148(NAD 83)
 KK2016_MARKER: DD = SURVEY DISK
 KK2016_SETTING: 66 = SET IN ROCK OUTCROP
 KK2016_SP_SET: SET IN ROCK OUTCROP
 KK2016_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK2016+STABILITY: POSITION/ELEVATION WELL
 KK2016
 KK2016  HISTORY     - Date     Condition        Report By
 KK2016  HISTORY     - 1951     MONUMENTED       USGS
 KK2016
 KK2016                          STATION DESCRIPTION
 KK2016
 KK2016'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 KK2016'STATION LOCATED ON RIDGE BETWEEN CUMBERLAND GULCH ON E. AND SILVER
 KK2016'CREEK ON W., WHICH DRAINS INTO FALL RIVER.  STATION ON S. END OF
 KK2016'RIDGE APPROXIMATELY 150 FT. S. OF HIGH POINT AND 20 FT. IN ELEVATION
 KK2016'BELOW HIGH POINT.
 KK2016'
 KK2016'TO REACH STATION, GO W. FROM IDAHO SPRINGS ON HIGHWAY 6 AND 40 TO FALL
 KK2016'RIVER ROAD, TURN RIGHT AND FOLLOW RD. ALONG RIVER TO WHERE CHINNS LAKE
 KK2016'AND LOCH LOMOND LAKE ROAD TAKES OFF, TURN RIGHT AND FOLLOW RD. TO OLD
 KK2016'VILLAGE OF ALICE, HERE TURN RIGHT AND FOLLOW WAGON RD. ALONG SIDE
 KK2016'RIDGE WHICH LEADS TO OLD VILLAGE OF NINETY-FOUR, FROM HERE TURN S.
 KK2016'AND FOLLOW RIDGE TO S. END AND STATION.
 KK2016'
 KK2016'STATION MARK--STANDARD TRIANGULATION TABLET SET IN ROCK, STAMPED
 KK2016'---CUM 1951---.
 KK2016'
 KK2016'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1289 ***********************************************************************
 JK1289  DESIGNATION -  CURLEY
 JK1289  PID         -  JK1289
 JK1289  STATE/COUNTY-  CO/FREMONT
 JK1289  USGS QUAD   -  CURLEY PEAK (1980)
 JK1289
 JK1289                         *CURRENT SURVEY CONTROL
 JK1289  ___________________________________________________________________
 JK1289* NAD 83(1992)-  38 19 15.36072(N)    105 17 55.77431(W)     ADJUSTED  
 JK1289* NAVD 88     -      2934.5    (meters)    9628.     (feet)  VERTCON   
 JK1289  ___________________________________________________________________
 JK1289  LAPLACE CORR-          -6.88  (seconds)                    DEFLEC99
 JK1289  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 JK1289
 JK1289  HORZ ORDER  -  THIRD
 JK1289
 JK1289.The horizontal coordinates were established by classical geodetic methods
 JK1289.and adjusted by the National Geodetic Survey in January 1993..
 JK1289
 JK1289.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1289
 JK1289.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1289
 JK1289.The geoid height was determined by GEOID03.
 JK1289
 JK1289;                    North         East     Units Scale Factor Converg.
 JK1289;SPC CO C     -   358,947.963   931,994.613   MT  1.00002788   +0 07 36.8
 JK1289;SPC CO C     - 1,177,648.44  3,057,718.99   sFT  1.00002788   +0 07 36.8
 JK1289;UTM  13      - 4,241,466.475   473,878.581   MT  0.99960840   -0 11 07.1
 JK1289
 JK1289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1289!SPC CO C     -   0.99954223  x   1.00002788  =   0.99957010
 JK1289!UTM  13      -   0.99954223  x   0.99960840  =   0.99915081
 JK1289
 JK1289:                Primary Azimuth Mark                     Grid Az
 JK1289:SPC CO C     -  SIAS 63                                  150 03 09.7
 JK1289:UTM  13      -  SIAS 63                                  150 21 53.6
 JK1289
 JK1289|---------------------------------------------------------------------|
 JK1289| PID    Reference Object                     Distance      Geod. Az  |
 JK1289|                                                           dddmmss.s |
 JK1289| JK1291 SIAS 63                             APPROX. 6.7 KM 1501046.5 |
 JK1289|---------------------------------------------------------------------|
 JK1289
 JK1289                          SUPERSEDED SURVEY CONTROL
 JK1289
 JK1289  NAD 83(1986)-  38 19 15.35066(N)    105 17 55.77483(W) AD(       ) 3
 JK1289  NAD 27      -  38 19 15.33486(N)    105 17 53.75909(W) AD(       ) 3
 JK1289  NGVD 29 (07/19/86) 2933.2    (m)         9623.     (f) VERT ANG       
 JK1289
 JK1289.Superseded values are not recommended for survey control.
 JK1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1289.See file dsdata.txt to determine how the superseded data were derived.
 JK1289
 JK1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC7387941466(NAD 83)
 JK1289_MARKER: B = BOLT
 JK1289_SETTING: 80 = SET IN A BOULDER
 JK1289_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JK1289
 JK1289  HISTORY     - Date     Condition        Report By
 JK1289  HISTORY     - 1894     MONUMENTED       USGS
 JK1289  HISTORY     - 1951     GOOD             USGS
 JK1289
 JK1289                          STATION DESCRIPTION
 JK1289
 JK1289'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JK1289'LOCATED ABOUT 9.0 MI. (AIRLINE) SSW. OF CANON CITY, ABOUT 15.5 MI.
 JK1289'(AIRLINE) NE. OF WESTCLIFFE, ON A ROCKY CRAG, ON THE SUMMIT RIDGE OF
 JK1289'THE WET MOUNTAIN RANGE, IN THE SAN ISABEL NATIONAL FOREST, AND
 JK1289'OVERLOOKING THE CANYON OF BEAR GULCH TO THE S.
 JK1289'
 JK1289'TO REACH STATION FROM CANON CITY POST OFFICE, GO S. 2 BLOCKS TO U.S.
 JK1289'HIGHWAY 50 (TRUCK ROUTE), THENCE RIGHT (W.) FOR 1-1/2 BLOCKS TO STATE
 JK1289'HIGHWAY 143.  TURN LEFT, PASS OVER VIADUCT AND FOLLOW HIGHWAY 143
 JK1289'FOR 12.1 MI. TO SIGN ON THE RIGHT SIDE OF RD. ---TANNER PEAK 7---.
 JK1289'END OF TRUCK TRAVEL.  PACK UP TANNER PEAK TRAIL TO TOP OF SADDLE AT
 JK1289'SIGN ---TANNER PEAK 4---.  CONTINUE ON TANNER PEAK TRAIL UP RIDGE
 JK1289'TO SUMMIT OF MAIN RANGE.  TURN LEFT (W.) AND FOLLOW WELL USED TRAIL
 JK1289'TO LARGE PEAK AREA E. OF ROCKY CRAG.  CONTINUE TO TOP OF ROCKY CRAG
 JK1289'AND STATION.  BEST APPROACH TO CRAG IS FROM THE W. SIDE.  A 3 HOUR
 JK1289'PACK.
 JK1289'
 JK1289'STATION MARK--A COPPER BOLT, STAMPED ---USGS---, SET IN A LARGE
 JK1289'BOULDER, FORMING THE SUMMIT OF THE CRAG.
 JK1289'
 JK1289'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---CURLEY
 JK1289'1951 1---, CEMENTED IN A DRILL HOLE IN A BOULDER, AT A DISTANCE OF
 JK1289'12.7 FT., N 67 DEG 51 MIN E.
 JK1289'
 JK1289'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---CURLEY
 JK1289'1951 2---, CEMENTED IN A DRILL HOLE IN A BOULDER, AT A DISTANCE OF
 JK1289'15.65 FT., S 42 DEG 30 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA7126 ***********************************************************************
 AA7126  DESIGNATION -  CURLY
 AA7126  PID         -  AA7126
 AA7126  STATE/COUNTY-  CO/JEFFERSON
 AA7126  USGS QUAD   -  MORRISON (1994)
 AA7126
 AA7126                         *CURRENT SURVEY CONTROL
 AA7126  ___________________________________________________________________
 AA7126* NAD 83(1992)-  39 43 28.76492(N)    105 09 45.24087(W)     ADJUSTED  
 AA7126* NAVD 88     -      1794.1    (meters)    5886.     (feet)  GPS OBS   
 AA7126  ___________________________________________________________________
 AA7126  X           -  -1,285,212.904 (meters)                     COMP
 AA7126  Y           -  -4,742,613.364 (meters)                     COMP
 AA7126  Z           -   4,055,655.419 (meters)                     COMP
 AA7126  LAPLACE CORR-         -17.15  (seconds)                    DEFLEC99
 AA7126  ELLIP HEIGHT-        1778.13  (meters)          (12/03/02) GPS OBS
 AA7126  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 AA7126
 AA7126  HORZ ORDER  -  FIRST
 AA7126  ELLP ORDER  -  FOURTH    CLASS II
 AA7126
 AA7126.The horizontal coordinates were established by GPS observations
 AA7126.and adjusted by the National Geodetic Survey in August 1995..
 AA7126
 AA7126.The orthometric height was determined by GPS observations and a
 AA7126.high-resolution geoid model.
 AA7126
 AA7126.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7126
 AA7126.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7126
 AA7126.The ellipsoidal height was determined by GPS observations
 AA7126.and is referenced to NAD 83.
 AA7126
 AA7126.The geoid height was determined by GEOID03.
 AA7126
 AA7126;                    North         East     Units Scale Factor Converg.
 AA7126;SPC CO C     -   514,811.900   943,331.734   MT  0.99999508   +0 12 46.1
 AA7126;SPC CO C     - 1,689,012.04  3,094,914.20   sFT  0.99999508   +0 12 46.1
 AA7126;UTM  13      - 4,397,210.190   486,067.759   MT  0.99960239   -0 06 14.0
 AA7126
 AA7126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7126!SPC CO C     -   0.99972112  x   0.99999508  =   0.99971620
 AA7126!UTM  13      -   0.99972112  x   0.99960239  =   0.99932362
 AA7126
 AA7126                          SUPERSEDED SURVEY CONTROL
 AA7126
 AA7126  ELLIP H (08/03/95) 1778.17   (m)                       GP(       ) 2 2
 AA7126
 AA7126.Superseded values are not recommended for survey control.
 AA7126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7126.See file dsdata.txt to determine how the superseded data were derived.
 AA7126
 AA7126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8606897210(NAD 83)
 AA7126_MARKER: DD = SURVEY DISK
 AA7126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7126_STAMPING: CURLY 1994
 AA7126_MARK LOGO: JCMD  
 AA7126_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7126+STABILITY: SURFACE MOTION
 AA7126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7126+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2000
 AA7126
 AA7126  HISTORY     - Date     Condition        Report By
 AA7126  HISTORY     - 1994     MONUMENTED       JCMD
 AA7126  HISTORY     - 20000509 GOOD             LOCENG
 AA7126
 AA7126                          STATION DESCRIPTION
 AA7126
 AA7126'DESCRIBED BY JEFFERSON COUNTY MAPPING DEPARTMENT 1994 (JCM)
 AA7126'THE STATION WILL BE USED DURING A COLORADO HARN DENSIFICATION
 AA7126'PROJECT.
 AA7126' 
 AA7126'THE STATION IS LOCATED ABOUT 5 MI (8.0 KM) NORTH-NORTHEAST OF
 AA7126'MORRISON, 4 MI (6.4 KM) SOUTHEAST OF GOLDEN AND 1 MI (1.6 KM)
 AA7126'NORTHWEST OF RED ROCKS COMMUNITY COLLEGE, IN THE NORTHWEST 1/4 OF
 AA7126'SECTION 7, T 4 S, R 69 W, 6TH P.M. OWNERSHIP--CITY OF LAKEWOOD.
 AA7126' 
 AA7126'TO REACH THE STATION FROM THE INDIANA STREET UNDERPASS OF WEST SIXTH
 AA7126'AVENUE, GO SOUTH ON INIDANA STREET FOR 0.15 MI (0.24 KM) TO A STOP
 AA7126'LIGHT AND INTERSECTION. TURN LEFT, EAST, ON THE SOUTH FRONTAGE ROAD OF
 AA7126'WEST SIXTH AVENUE AND PROCEED 0.15 MI (0.24 KM) TO THE STATION ON THE
 AA7126'LEFT.
 AA7126' 
 AA7126'THE DISK IS A STANDARD JEFFERSON COUNTY MAPPING DEPARTMENT (JCMD) DISK
 AA7126'SET IN A 30 CM DIAMETER ROUND CONCRETE POST FLUSH WITH THE GROUND. IT
 AA7126'IS 55.7 M (182.7 FT) WEST OF THE EXTENDED CENTER OF GLADIOLA STREET,
 AA7126'35.8 M (117.5 FT) WEST OF THE WEST END OF A GUARD RAIL, 22.0 M (72.2
 AA7126'FT) EAST OF THE EXTENDED CENTER OF THE DRIVEWAY AT 14618 WEST SIXTH
 AA7126'AVENUE, 5.9 M (19.4 FT) NORTH OF THE CENTER OF THE FRONTAGE ROAD, 3.6
 AA7126'M (11.8 FT) SOUTH OF A CHAINLINK RIGHT-OF-WAY FENCE, 1.65 M (5.41 FT)
 AA7126'WEST OF A HIGHWAY DELINEATOR AND FIBERGLASS NGS WITNESS POST, 0.95 M
 AA7126'(3.12 FT) NORTH OF THE NORTH CURB OF THE FRONTAGE ROAD, AND ABOUT
 AA7126'LEVEL WITH THE FRONTAGE ROAD VERNON CANYON ROAD, 0.5 M (1.6 FT) EAST
 AA7126'OF A NGS FIBERGLASS WITNESS POST, AND ABOUT 3.4 M (11.2 FT) ABOVE THE
 AA7126'ROAD..
 AA7126
 AA7126                          STATION RECOVERY (2000)
 AA7126
 AA7126'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (DPW)
 AA7126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0742 ***********************************************************************
 JL0742  DESIGNATION -  CURVE
 JL0742  PID         -  JL0742
 JL0742  STATE/COUNTY-  CO/GUNNISON
 JL0742  USGS QUAD   -  MARCELLINA MTN (1973)
 JL0742
 JL0742                         *CURRENT SURVEY CONTROL
 JL0742  ___________________________________________________________________
 JL0742* NAD 83(1992)-  38 54 44.19186(N)    107 14 54.92271(W)     ADJUSTED  
 JL0742* NAVD 88     -      2528.87   (+/-2cm)    8296.8    (feet)  VERTCON   
 JL0742  ___________________________________________________________________
 JL0742  LAPLACE CORR-           9.67  (seconds)                    DEFLEC99
 JL0742  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 JL0742
 JL0742  HORZ ORDER  -  SECOND
 JL0742  VERT ORDER  -  THIRD ? (See Below)
 JL0742
 JL0742.The horizontal coordinates were established by classical geodetic methods
 JL0742.and adjusted by the National Geodetic Survey in January 1993..
 JL0742
 JL0742.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0742.The vertical order pertains to the NGVD 29 superseded value.
 JL0742
 JL0742.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0742
 JL0742.The geoid height was determined by GEOID03.
 JL0742
 JL0742;                    North         East     Units Scale Factor Converg.
 JL0742;SPC CO C     -   426,030.130   762,759.197   MT  0.99994131   -1 06 10.1
 JL0742;SPC CO C     - 1,397,733.85  2,502,485.80   sFT  0.99994131   -1 06 10.1
 JL0742;UTM  13      - 4,309,445.459   305,039.810   MT  1.00006806   -1 24 46.3
 JL0742
 JL0742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0742!SPC CO C     -   0.99960569  x   0.99994131  =   0.99954702
 JL0742!UTM  13      -   0.99960569  x   1.00006806  =   0.99967372
 JL0742
 JL0742|---------------------------------------------------------------------|
 JL0742| PID    Reference Object                     Distance      Geod. Az  |
 JL0742|                                                           dddmmss.s |
 JL0742| CM6319 CURVE RM 1                           23.833 METERS 01023     |
 JL0742| CM6318 CURVE AZ MK                                        1120727.2 |
 JL0742| JL0270 V 268                                 7.996 METERS 11918     |
 JL0742|---------------------------------------------------------------------|
 JL0742
 JL0742                          SUPERSEDED SURVEY CONTROL
 JL0742
 JL0742  NAD 83(1986)-  38 54 44.19092(N)    107 14 54.92851(W) AD(       ) 2
 JL0742  NAD 27      -  38 54 44.22800(N)    107 14 52.73700(W) AD(       ) 2
 JL0742  NGVD 29 (07/19/86) 2527.20   (m)         8291.3    (f) LEVELING    3  
 JL0742
 JL0742.Superseded values are not recommended for survey control.
 JL0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0742.See file dsdata.txt to determine how the superseded data were derived.
 JL0742
 JL0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD0504009445(NAD 83)
 JL0742_MARKER: DS = TRIANGULATION STATION DISK
 JL0742_SETTING: 80 = SET IN A BOULDER
 JL0742_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JL0742
 JL0742  HISTORY     - Date     Condition        Report By
 JL0742  HISTORY     - 1953     MONUMENTED       CGS
 JL0742  HISTORY     - 1959     GOOD             USGS
 JL0742
 JL0742                          STATION DESCRIPTION
 JL0742
 JL0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 JL0742'THE STATION IS LOCATED ABOUT 17 MILES WEST OF CRESTED BUTTE,
 JL0742'ABOUT 11 MILES NORTHWEST OF THE KEBLER PASS AND ALONG THE
 JL0742'SOUTH RIGHT-OF-WAY OF STATE HIGHWAY 135.  IT IS SITUATED ON
 JL0742'TOP OF A 10-FOOT CUT BANK, ABOUT 30 FEET SOUTH FROM THE CENTER
 JL0742'OF THE HIGHWAY AND AT A CURVE IN THE ROAD.  IT IS STAMPED CURVE
 JL0742'1953 AND SET FLUSH WITH THE SURFACE OF THE GROUND.
 JL0742'
 JL0742'REFERENCE MARK NO. 1 IS LOCATED ACROSS THE ROAD FROM THE STATION,
 JL0742'25 FEET NORTH FROM THE CENTER OF THE HIGHWAY, AND JUST WEST
 JL0742'OF A DRAINAGE DITCH.  IT IS ABOUT 16 FEET LOWER THAN THE
 JL0742'STATION ELEVATION.  THE MARK IS STAMPED CURVE NO 1 1953 AND SET
 JL0742'FLUSH.
 JL0742'
 JL0742'A U.S. COAST AND GEODETIC SURVEY BENCH MARK SERVES AS REFERENCE
 JL0742'MARK NO. 2.  IT IS 30 FEET SOUTH FROM THE CENTER OF THE HIGHWAY,
 JL0742'3 FEET NORTH OF A WITNESS POST AND IS 2.148 METERS LOWER THAN
 JL0742'THE STATION ELEVATION.  IT IS A STANDARD PRECAST MARK, STAMPED
 JL0742'V 268 1940, AND PROJECTS 3 INCHES.
 JL0742'
 JL0742'THE AZIMUTH MARK IS LOCATED ON TOP OF A 10-FOOT ROAD BANK,
 JL0742'ABOUT 35 FEET NORTH FROM THE CENTER OF THE HIGHWAY.  IT IS
 JL0742'STAMPED CURVE 1953 AND IS SET FLUSH.
 JL0742'
 JL0742'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 133
 JL0742'AND 135, 17 MILES EAST-NORTHEAST OF PAONIA, GO SOUTHEASTERLY
 JL0742'ON HIGHWAY 135 (TOWARDS CRESTED BUTTE) FOR 11.9 MILES TO THE
 JL0742'STATION ON THE RIGHT AS DESCRIBED.  CONTINUE EASTERLY FOR
 JL0742'0.35 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 JL0742
 JL0742                          STATION RECOVERY (1959)
 JL0742
 JL0742'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 JL0742'STATION MARK--USC+GS STATION MARK DISK STAMPED---CURVE 1953---,SET
 JL0742'FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1602 ***********************************************************************
 KK1602  DESIGNATION -  CURVE
 KK1602  PID         -  KK1602
 KK1602  STATE/COUNTY-  CO/ELBERT
 KK1602  USGS QUAD   -  BIJOU (1978)
 KK1602
 KK1602                         *CURRENT SURVEY CONTROL
 KK1602  ___________________________________________________________________
 KK1602* NAD 83(1992)-  39 29 00.72977(N)    104 12 06.86076(W)     ADJUSTED  
 KK1602* NAVD 88     -      1835.7    (meters)    6023.     (feet)  VERTCON   
 KK1602  ___________________________________________________________________
 KK1602  LAPLACE CORR-          -4.64  (seconds)                    DEFLEC99
 KK1602  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 KK1602
 KK1602  HORZ ORDER  -  FIRST
 KK1602
 KK1602.The horizontal coordinates were established by classical geodetic methods
 KK1602.and adjusted by the National Geodetic Survey in January 1993..
 KK1602
 KK1602.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1602
 KK1602.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1602
 KK1602.The geoid height was determined by GEOID03.
 KK1602
 KK1602;                    North         East     Units Scale Factor Converg.
 KK1602;SPC CO C     -   488,785.748 1,026,073.215   MT  0.99995815   +0 49 07.3
 KK1602;SPC CO C     - 1,603,624.57  3,366,375.21   sFT  0.99995815   +0 49 07.3
 KK1602;SPC CO N     -   322,295.134 1,026,082.816   MT  1.00004580   +0 50 19.5
 KK1602;SPC CO N     - 1,057,396.62  3,366,406.71   sFT  1.00004580   +0 50 19.5
 KK1602;UTM  13      - 4,370,741.299   568,635.971   MT  0.99965800   +0 30 27.0
 KK1602
 KK1602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1602!SPC CO C     -   0.99971497  x   0.99995815  =   0.99967313
 KK1602!SPC CO N     -   0.99971497  x   1.00004580  =   0.99976075
 KK1602!UTM  13      -   0.99971497  x   0.99965800  =   0.99937306
 KK1602
 KK1602|---------------------------------------------------------------------|
 KK1602| PID    Reference Object                     Distance      Geod. Az  |
 KK1602|                                                           dddmmss.s |
 KK1602| CP6935 CURVE RM 1                           17.554 METERS 18640     |
 KK1602| KK1624 KIOWA ATT RELAY TOWER               APPROX.24.4 KM 2312308.9 |
 KK1602| KK1620 VORTAC KIOWA IOC                    APPROX.12.8 KM 2453832.4 |
 KK1602| CP6934 CURVE AZ MK                                        3273121.5 |
 KK1602| CP6936 CURVE RM 2                           18.237 METERS 33932     |
 KK1602| KK1582 STRASBURG ATT RELAY TOWER           APPROX.25.0 KM 3394742.5 |
 KK1602| KK1578 BYERS FARMERS UNION GRAIN ELEV      APPROX.25.3 KM 3552324.4 |
 KK1602|---------------------------------------------------------------------|
 KK1602
 KK1602                          SUPERSEDED SURVEY CONTROL
 KK1602
 KK1602  NAD 83(1986)-  39 29 00.72320(N)    104 12 06.85867(W) AD(       ) 1
 KK1602  NAD 27      -  39 29 00.78051(N)    104 12 05.00015(W) AD(       ) 1
 KK1602  NGVD 29 (07/19/86) 1834.8    (m)         6020.     (f) VERT ANG       
 KK1602
 KK1602.Superseded values are not recommended for survey control.
 KK1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1602.See file dsdata.txt to determine how the superseded data were derived.
 KK1602
 KK1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED6863670741(NAD 83)
 KK1602_MARKER: DS = TRIANGULATION STATION DISK
 KK1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1602
 KK1602  HISTORY     - Date     Condition        Report By
 KK1602  HISTORY     - 1960     MONUMENTED       USGS
 KK1602  HISTORY     - 1970     GOOD             NGS
 KK1602  HISTORY     - 1977     GOOD             NGS
 KK1602
 KK1602                          STATION DESCRIPTION
 KK1602
 KK1602'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (NES)
 KK1602'THE STATION IS LOCATED ABOUT 14-1/2 MILES WEST OF AGATE AND 12
 KK1602'MILES SOUTHWEST OF DEER TRAIL ON A SMALL RISE IN AN AREA OF
 KK1602'SCATTERED PINES, IN THE SE QUARTER OF SECTION 34 T 6 S., R 61 W.
 KK1602'
 KK1602'TO REACH THE STATION FROM THE POST OFFICE, WHICH IS SOUTH OF THE
 KK1602'RAILROAD TRACKS, IN BYERS, GO EASTWARD FOR 0.95 MILE TO A TURN IN
 KK1602'THE ROAD, FOLLOW THE ROAD SOUTH FOR 7.8 MILES TO A CROSSROAD, TURN
 KK1602'LEFT AND FOLLOW THE GRAVELED ROAD EAST AND THEN SOUTH FOR 2.9
 KK1602'MILES TO A COUNTY LINE.  CONTINUE SOUTHWARD FOR 6.20 MILES TO THE
 KK1602'AZIMUTH MARK ON THE LEFT, CONTINUE SOUTHWARD FOR 0.35 MILE TO A
 KK1602'TRACK ROAD, A GATE, AND THE STATION ON THE LEFT.
 KK1602'
 KK1602'THE STATION MARK IS A STANDARD DISK STAMPED CURVE 1960, SET IN A
 KK1602'SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES.  IT IS 67 FEET
 KK1602'EAST OF THE CENTER OF THE COUNTY ROAD, 40 FEET SOUTHEAST OF THE
 KK1602'WIRE GATE, 10 FEET WEST OF A T FENCE AND 9.5 FEET WEST OF A
 KK1602'WITNESS POST.
 KK1602'
 KK1602'RM 1 IS A STANDARD DISK STAMPED CURVE NO 1 1960, SET IN A SQUARE
 KK1602'CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND IS 1 FOOT WEST OF
 KK1602'THE FENCE.
 KK1602'
 KK1602'RM 2 IS A STANDARD DISK STAMPED CURVE NO 2 1960, SET IN A SQUARE
 KK1602'CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS 3 FEET NORTHWEST
 KK1602'OF THE WIRE GATE AND 1.4 FEET WEST OF THE FENCE.
 KK1602'
 KK1602'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CURVE 1960, SET IN A
 KK1602'SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS 35 FEET
 KK1602'EAST OF THE CENTER OF THE ROAD, 1.5 FEET SOUTHWEST OF A WITNESS
 KK1602'POST AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.
 KK1602
 KK1602                          STATION RECOVERY (1970)
 KK1602
 KK1602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (FJG)
 KK1602'STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 KK1602'AS DESCRIBED IN USC AND GS EASTERN COLORADO FIELD DESCRIPTIONS.  THE
 KK1602'WITNESS POST WAS ALSO IN GOOD CONDITION.
 KK1602'
 KK1602'STATION MARK IS A STANDARD USC AND GS BRONZE DISK SET IN A SQUARE
 KK1602'CONCRETE MONUMENT PROJECTING 5 INCHES AND STAMPED CURVE 1960.
 KK1602'
 KK1602'STATION AGATE 1960 USC AND GS IS VISIBLE FROM THE GROUND AT THIS
 KK1602'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 KK1602'
 KK1602'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
 KK1602
 KK1602                          STATION RECOVERY (1977)
 KK1602
 KK1602'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KK1602'STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE
 KK1602'AND DIRECTION TO THE MARKS CHECKED ADEQUATELY AND THE LOCATION
 KK1602'OF THE STATION WAS NOTED TO BE ADEQUATE.
 KK1602'
 KK1602'STATION IS REACHED FROM THE POST OFFICE (FRONT-MC DONNELL
 KK1602'INTERSECTION) IN BYERS.  GO EASTERLY ON FRONT STREET TO THE
 KK1602'END OF SURFACED PART AND BEGINNING OF GRAVELED ROAD AND COUNTY
 KK1602'ROAD 10.  CONTINUE STRAIGHT AHEAD ON ROAD 10 FOR 0.4 MILE TO A
 KK1602'POINT WHERE ROAD TURNS TO THE RIGHT.  TURN RIGHT AND GO SOUTH
 KK1602'ON COUNTY ROAD 181 FOR 7.8 MILES TO A CROSSROAD.  TURN LEFT AND
 KK1602'CONTINUE ON COUNTY ROADS 42 AND 185, EAST AND SOUTH FOR 2.95
 KK1602'MILES TO THE ARAPAHOE-ELBERT COUNTY LINE AND GATES ON BOTH
 KK1602'SIDES OF ROAD.  CONTINUE STRAIGHT AHEAD ON ELBERT COUNTY ROAD
 KK1602'105, SOUTH, SOUTHWEST AND SOUTHEAST FOR 6.06 MILES TO THE
 KK1602'AZIMUTH MARK ON THE LEFT, AS DESCRIBED.  CONTINUE STRAIGHT
 KK1602'AHEAD ON ROAD FOR 0.35 MILE TO A POINT WHERE ROAD TURNS RIGHT,
 KK1602'A GRADED ENTRANCE ROAD TO A WIRE GATE ON LEFT AND STATION ABOUT
 KK1602'60 FEET EAST NEAR A T-FENCE CORNER, AS DESCRIBED.
 KK1602'
 KK1602'STATION IS A STANDARD STATION MARK DISK, STAMPED CURVE 1960, SET
 KK1602'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 3
 KK1602'INCHES.  MARK IS 70 FEET EAST OF THE APPROXIMATE CENTER OF THE
 KK1602'GRAVELED ROAD CURVE, 48.5 FEET SOUTH-SOUTHEAST OF CENTER OF A
 KK1602'WIRE GATE.  9.5 FEET WEST OF THE T-FENCE CORNER AND 9.2 FEET
 KK1602'WEST OF A METAL WITNESS POST.
 KK1602'
 KK1602'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED
 KK1602'CURVE NO 1 1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 KK1602'FLUSH WITH THE GROUND.  MARK IS 57 FEET EAST-NORTHEAST OF THE
 KK1602'APPROXIMATE CENTER OF THE GRAVELED ROAD AND 1 FOOT WEST-SOUTHWEST
 KK1602'OF A FENCE LINE.
 KK1602'
 KK1602'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 KK1602'CURVE NO 2 1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 KK1602'PROJECTING ABOUT 2 INCHES.  MARK IS 66 FEET NORTHEAST OF THE
 KK1602'APPROXIMATE CENTER OF THE GRAVELED ROAD, 3.2 FEET NORTHWEST OF
 KK1602'THE NORTHWEST GATE POST OF THE WIRE GATE AND 1 FOOT SOUTHWEST
 KK1602'OF A FENCE LINE.
 KK1602'
 KK1602'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED CURVE
 KK1602'1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 KK1602'ABOUT 6 INCHES.  MARK 42 FEET EAST OF THE APPROXIMATE CENTER OF
 KK1602'GRAVELED ROAD, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST AND
 KK1602'1 FOOT WEST OF A FENCE LINE.
 KK1602'
 KK1602'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KK1602'15 MILES SSE OF BYERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1238 ***********************************************************************
 JK1238  DESIGNATION -  CWBO 1
 JK1238  PID         -  JK1238
 JK1238  STATE/COUNTY-  CO/EL PASO
 JK1238  USGS QUAD   -  CASCADE (1994)
 JK1238
 JK1238                         *CURRENT SURVEY CONTROL
 JK1238  ___________________________________________________________________
 JK1238* NAD 83(1992)-  38 59 47.26219(N)    104 59 24.34286(W)     ADJUSTED  
 JK1238* NAVD 88     -      2840.7    (meters)    9320.     (feet)  VERTCON   
 JK1238  ___________________________________________________________________
 JK1238  LAPLACE CORR-         -12.60  (seconds)                    DEFLEC99
 JK1238  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 JK1238
 JK1238  HORZ ORDER  -  THIRD
 JK1238
 JK1238.The horizontal coordinates were established by classical geodetic methods
 JK1238.and adjusted by the National Geodetic Survey in January 1993..
 JK1238
 JK1238.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1238
 JK1238.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1238
 JK1238.The geoid height was determined by GEOID03.
 JK1238
 JK1238;                    North         East     Units Scale Factor Converg.
 JK1238;SPC CO C     -   434,039.984   958,572.255   MT  0.99993757   +0 19 17.7
 JK1238;SPC CO C     - 1,424,012.85  3,144,915.81   sFT  0.99993757   +0 19 17.7
 JK1238;UTM  13      - 4,316,383.983   500,857.713   MT  0.99960001   +0 00 22.4
 JK1238
 JK1238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1238!SPC CO C     -   0.99955689  x   0.99993757  =   0.99949449
 JK1238!UTM  13      -   0.99955689  x   0.99960001  =   0.99915708
 JK1238
 JK1238:                Primary Azimuth Mark                     Grid Az
 JK1238:SPC CO C     -  WOODLAND                                 238 26 15.4
 JK1238:UTM  13      -  WOODLAND                                 238 45 10.7
 JK1238
 JK1238|---------------------------------------------------------------------|
 JK1238| PID    Reference Object                     Distance      Geod. Az  |
 JK1238|                                                           dddmmss.s |
 JK1238| JK1239 WOODLAND                            APPROX. 2.8 KM 2384533.1 |
 JK1238|---------------------------------------------------------------------|
 JK1238
 JK1238                          SUPERSEDED SURVEY CONTROL
 JK1238
 JK1238  NAD 83(1986)-  38 59 47.25403(N)    104 59 24.34108(W) AD(       ) 3
 JK1238  NAD 27      -  38 59 47.28806(N)    104 59 22.41338(W) AD(       ) 3
 JK1238  NGVD 29 (07/19/86) 2839.4    (m)         9316.     (f) VERT ANG       
 JK1238
 JK1238.Superseded values are not recommended for survey control.
 JK1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1238.See file dsdata.txt to determine how the superseded data were derived.
 JK1238
 JK1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED0085816384(NAD 83)
 JK1238_MARKER: DD = SURVEY DISK
 JK1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1238_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JK1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK1238+STABILITY: SURFACE MOTION
 JK1238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1238+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2003
 JK1238
 JK1238  HISTORY     - Date     Condition        Report By
 JK1238  HISTORY     - 1947     MONUMENTED       USGS
 JK1238  HISTORY     - 20030812 GOOD             GEOCAC
 JK1238
 JK1238                          STATION DESCRIPTION
 JK1238
 JK1238'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JK1238'THE POINT IS LOCATED IN SEC. 22, T 12 S, R 68 W, APPROXIMATELY 3.5 MI.
 JK1238'E. OF WOODLAND PARK POST OFFICE.
 JK1238'
 JK1238'TO REACH BY AUTO, TRAVEL E. ALONG RAMPART RANGE ROAD 2.8 MI. FROM
 JK1238'WOODLAND PARK POST OFFICE TO FORKS IN RD.  THENCE RIGHT (SE.)
 JK1238'FOLLOWING RAMPART RANGE ROAD 1.4 MI. TO INTERSECTION.  THENCE CONTINUE
 JK1238'EASTERLY 0.6 MI. TO HY UP RANCH, THENCE RIGHT (E.) 0.6 MI. TO FARM
 JK1238'HOUSE, THENCE CONTINUING ALONG MAIN TRAIL E. 1.5 MI. TO FENCE
 JK1238'(NATIONAL FOREST BOUNDARY).  STATION IS LOCATED 395 FT. NW. ON TOP
 JK1238'OF GRASSY KNOLL.
 JK1238'
 JK1238'STATION MARK--STANDARD TABLET SET IN 8 X 8 X 48 IN. CONCRETE POST
 JK1238'PROJECTING 4 IN. ABOVE GROUND AND STAMPED ---CWBO-1 1947---.
 JK1238'
 JK1238'REFERENCE MARKS--NONE.
 JK1238
 JK1238                          STATION RECOVERY (2003)
 JK1238
 JK1238'RECOVERY NOTE BY GEOCACHING 2003 (TWS)
 JK1238'FROM U.S. HWY 24 IN WOODLAND PARK, GO NORTH ON COUNTY ROAD 22 2.8
 JK1238'MILES TO INTERSECTION.  THENCE RIGHT (SE) 1.4 MILES TO  RAMPART RANGE
 JK1238'ROAD.  CONTINUE ACROSS RAMPART RANGE ROAD TO SHUBARTH TRAIL.  FOLLOW
 JK1238'TRAIL INTO FOREST SERVICE LAND 2.4 MILES FROM RAMPART RANGE ROAD.
 JK1238'STATION IS TO LEFT 385 FEET BEARING 300 DEGREES TRUE 4-INCHES ABOVE
 JK1238'GROUND MOUNTED IN 8IN X 8IN CONCRETE.  COORDINATES AND STATION GOOD
 JK1238'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1006 ***********************************************************************
 JK1006  DESIGNATION -  CWDE 1
 JK1006  PID         -  JK1006
 JK1006  STATE/COUNTY-  CO/EL PASO
 JK1006  USGS QUAD   -  HAEGLER RANCH (1975)
 JK1006
 JK1006                         *CURRENT SURVEY CONTROL
 JK1006  ___________________________________________________________________
 JK1006* NAD 83(1992)-  38 59 53.69812(N)    104 29 52.13966(W)     ADJUSTED  
 JK1006* NAVD 88     -      2068.38   (+/-2cm)    6786.0    (feet)  VERTCON   
 JK1006  ___________________________________________________________________
 JK1006  LAPLACE CORR-          -7.29  (seconds)                    DEFLEC99
 JK1006  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 JK1006
 JK1006  HORZ ORDER  -  THIRD
 JK1006  VERT ORDER  -  THIRD ? (See Below)
 JK1006
 JK1006.The horizontal coordinates were established by classical geodetic methods
 JK1006.and adjusted by the National Geodetic Survey in January 1993..
 JK1006
 JK1006.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1006.The vertical order pertains to the NGVD 29 superseded value.
 JK1006
 JK1006.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1006
 JK1006.The geoid height was determined by GEOID03.
 JK1006
 JK1006;                    North         East     Units Scale Factor Converg.
 JK1006;SPC CO C     -   434,593.316 1,001,212.328   MT  0.99993751   +0 37 55.4
 JK1006;SPC CO C     - 1,425,828.24  3,284,810.78   sFT  0.99993751   +0 37 55.4
 JK1006;UTM  13      - 4,316,702.254   543,486.132   MT  0.99962328   +0 18 57.7
 JK1006
 JK1006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1006!SPC CO C     -   0.99967840  x   0.99993751  =   0.99961593
 JK1006!UTM  13      -   0.99967840  x   0.99962328  =   0.99930180
 JK1006
 JK1006:                Primary Azimuth Mark                     Grid Az
 JK1006:SPC CO C     -  EL PASO EAST BASE                        145 55 18.4
 JK1006:UTM  13      -  EL PASO EAST BASE                        146 14 16.1
 JK1006
 JK1006|---------------------------------------------------------------------|
 JK1006| PID    Reference Object                     Distance      Geod. Az  |
 JK1006|                                                           dddmmss.s |
 JK1006| JK1004 EL PASO EAST BASE                   APPROX. 5.6 KM 1463313.8 |
 JK1006|---------------------------------------------------------------------|
 JK1006
 JK1006                          SUPERSEDED SURVEY CONTROL
 JK1006
 JK1006  NAD 83(1986)-  38 59 53.69029(N)    104 29 52.13459(W) AD(       ) 3
 JK1006  NAD 27      -  38 59 53.71796(N)    104 29 50.25189(W) AD(       ) 3
 JK1006  NGVD 29 (07/19/86) 2067.27   (m)         6782.4    (f) LEVELING    3  
 JK1006
 JK1006.Superseded values are not recommended for survey control.
 JK1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1006.See file dsdata.txt to determine how the superseded data were derived.
 JK1006
 JK1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED4348616702(NAD 83)
 JK1006
 JK1006  HISTORY     - Date     Condition        Report By
 JK1006  HISTORY     - 1947     MONUMENTED       USGS
 JK1006  HISTORY     - 1954     GOOD             USGS
 JK1006
 JK1006                          STATION DESCRIPTION
 JK1006
 JK1006'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (RLL)
 JK1006'THE STATION IS LOCATED IN THE SE. COR. OF SEC. 13, T 12 S, R 64 W.
 JK1006'FROM FALCON GO 8.4 MI. NE. ALONG COLORADO HIGHWAY 24, THEN TURN S. ON
 JK1006'SECTION LINE RD. 1.2 MI. TO COR. OF SECS. 13, 18, 24, AND 21.  STATION
 JK1006'IS LOCATED 233 FT. NW. OF CORNER ON TOP OF SMALL HILL.
 JK1006'
 JK1006'STATION MARK--STANDARD BRONZE TABLET SET IN A POURED CONCRETE POST
 JK1006'MEASURING 7 IN. ON TOP AND PROJECTING ABOUT 3 IN. ABOVE THE SURFACE
 JK1006'OF THE GROUND, STAMPED ---CWDE-1 1947 6783---.
 JK1006'
 JK1006'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1148 ***********************************************************************
 JK1148  DESIGNATION -  CWDE 2
 JK1148  PID         -  JK1148
 JK1148  STATE/COUNTY-  CO/EL PASO
 JK1148  USGS QUAD   -  FALCON (1975)
 JK1148
 JK1148                         *CURRENT SURVEY CONTROL
 JK1148  ___________________________________________________________________
 JK1148* NAD 83(1992)-  38 59 18.94237(N)    104 32 02.29243(W)     ADJUSTED  
 JK1148* NAVD 88     -      2093.     (meters)    6867.     (feet)  SCALED    
 JK1148  ___________________________________________________________________
 JK1148  LAPLACE CORR-          -7.76  (seconds)                    DEFLEC99
 JK1148  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 JK1148
 JK1148  HORZ ORDER  -  THIRD
 JK1148
 JK1148.The horizontal coordinates were established by classical geodetic methods
 JK1148.and adjusted by the National Geodetic Survey in January 1993..
 JK1148
 JK1148.The orthometric height was scaled from a topographic map.
 JK1148
 JK1148.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1148
 JK1148.The geoid height was determined by GEOID03.
 JK1148
 JK1148;                    North         East     Units Scale Factor Converg.
 JK1148;SPC CO C     -   433,487.735   998,092.175   MT  0.99993783   +0 36 33.4
 JK1148;SPC CO C     - 1,422,201.01  3,274,574.08   sFT  0.99993783   +0 36 33.4
 JK1148;UTM  13      - 4,315,614.245   540,360.916   MT  0.99962006   +0 17 35.6
 JK1148
 JK1148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1148!SPC CO C     -   0.99967450  x   0.99993783  =   0.99961235
 JK1148!UTM  13      -   0.99967450  x   0.99962006  =   0.99929469
 JK1148
 JK1148:                Primary Azimuth Mark                     Grid Az
 JK1148:SPC CO C     -  EL PASO WEST BASE                        256 18 25.0
 JK1148:UTM  13      -  EL PASO WEST BASE                        256 37 22.8
 JK1148
 JK1148|---------------------------------------------------------------------|
 JK1148| PID    Reference Object                     Distance      Geod. Az  |
 JK1148|                                                           dddmmss.s |
 JK1148| JK1147 EL PASO WEST BASE                   APPROX. 4.9 KM 2565458.4 |
 JK1148|---------------------------------------------------------------------|
 JK1148
 JK1148                          SUPERSEDED SURVEY CONTROL
 JK1148
 JK1148  NAD 83(1986)-  38 59 18.93434(N)    104 32 02.28738(W) AD(       ) 3
 JK1148  NAD 27      -  38 59 18.96230(N)    104 32 00.39951(W) AD(       ) 3
 JK1148
 JK1148.Superseded values are not recommended for survey control.
 JK1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1148.See file dsdata.txt to determine how the superseded data were derived.
 JK1148
 JK1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED4036115614(NAD 83)
 JK1148
 JK1148  HISTORY     - Date     Condition        Report By
 JK1148  HISTORY     - 1947     MONUMENTED       USGS
 JK1148  HISTORY     - 1960     GOOD             USE
 JK1148  HISTORY     - 19960808 MARK NOT FOUND   USPSQD
 JK1148
 JK1148                          STATION DESCRIPTION
 JK1148
 JK1148'DESCRIBED BY US ENGINEERS 1960
 JK1148'STATION IS LOCATED IN THE SW. 1/4 OF SECTION 23, T 12 S, R 64 W.
 JK1148'
 JK1148'STATION IS 5.7 MI. NE. OF FALCON, COLORADO, ON HIGHWAY 24 AT N-S.
 JK1148'SECTION LINE RD.  STATION IS 48 FT. E. OF RD. AND 45 FT. N. OF
 JK1148'RAILROAD TRACKS AND 3 FT. S. OF N. RIGHT-OF-WAY FENCE.
 JK1148'
 JK1148'STATION MARK--STANDARD BRONZE TABLET SET IN POURED CONCRETE POST
 JK1148'ABOUT 7 IN. SQUARE ON TOP AND PROJECTING ABOUT 3 IN. ABOVE SURFACE
 JK1148'OF GROUND.  TABLET IS STAMPED ---CWDE-2 1947---.
 JK1148'
 JK1148'REFERENCE MARKS--NONE.
 JK1148
 JK1148                          STATION RECOVERY (1996)
 JK1148
 JK1148'RECOVERY NOTE BY US POWER SQUADRON 1996
 JK1148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1149 ***********************************************************************
 JK1149  DESIGNATION -  CWDE 3
 JK1149  PID         -  JK1149
 JK1149  STATE/COUNTY-  CO/EL PASO
 JK1149  USGS QUAD   -  FALCON (1975)
 JK1149
 JK1149                         *CURRENT SURVEY CONTROL
 JK1149  ___________________________________________________________________
 JK1149* NAD 83(1992)-  38 59 41.86947(N)    104 33 49.84944(W)     ADJUSTED  
 JK1149* NAVD 88     -      2144.     (meters)    7034.     (feet)  SCALED    
 JK1149  ___________________________________________________________________
 JK1149  LAPLACE CORR-          -8.10  (seconds)                    DEFLEC99
 JK1149  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 JK1149
 JK1149  HORZ ORDER  -  THIRD
 JK1149
 JK1149.The horizontal coordinates were established by classical geodetic methods
 JK1149.and adjusted by the National Geodetic Survey in January 1993..
 JK1149
 JK1149.The orthometric height was scaled from a topographic map.
 JK1149
 JK1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1149
 JK1149.The geoid height was determined by GEOID03.
 JK1149
 JK1149;                    North         East     Units Scale Factor Converg.
 JK1149;SPC CO C     -   434,167.572   995,496.645   MT  0.99993761   +0 35 25.5
 JK1149;SPC CO C     - 1,424,431.44  3,266,058.58   sFT  0.99993761   +0 35 25.5
 JK1149;UTM  13      - 4,316,308.166   537,770.001   MT  0.99961757   +0 16 28.0
 JK1149
 JK1149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1149!SPC CO C     -   0.99966648  x   0.99993761  =   0.99960411
 JK1149!UTM  13      -   0.99966648  x   0.99961757  =   0.99928418
 JK1149
 JK1149:                Primary Azimuth Mark                     Grid Az
 JK1149:SPC CO C     -  EL PASO WEST BASE                        229 46 15.6
 JK1149:UTM  13      -  EL PASO WEST BASE                        230 05 13.1
 JK1149
 JK1149|---------------------------------------------------------------------|
 JK1149| PID    Reference Object                     Distance      Geod. Az  |
 JK1149|                                                           dddmmss.s |
 JK1149| JK1147 EL PASO WEST BASE                   APPROX. 2.9 KM 2302141.1 |
 JK1149|---------------------------------------------------------------------|
 JK1149
 JK1149                          SUPERSEDED SURVEY CONTROL
 JK1149
 JK1149  NAD 83(1986)-  38 59 41.86133(N)    104 33 49.84449(W) AD(       ) 3
 JK1149  NAD 27      -  38 59 41.88970(N)    104 33 47.95236(W) AD(       ) 3
 JK1149
 JK1149.Superseded values are not recommended for survey control.
 JK1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1149.See file dsdata.txt to determine how the superseded data were derived.
 JK1149
 JK1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED3777016308(NAD 83)
 JK1149
 JK1149  HISTORY     - Date     Condition        Report By
 JK1149  HISTORY     - 1947     MONUMENTED       USGS
 JK1149  HISTORY     - 1960     GOOD             USE
 JK1149  HISTORY     - 19960808 MARK NOT FOUND   USPSQD
 JK1149
 JK1149                          STATION DESCRIPTION
 JK1149
 JK1149'DESCRIBED BY US ENGINEERS 1960
 JK1149'STATION IS LOCATED IN NW. 1/4 OF SEC. 21, T 12 S, R 64 W.
 JK1149'
 JK1149'IT IS BEST REACHED FROM FALCON, COLORADO, BY GOING N. 1/2 MI. TO
 JK1149'Y-RD. FORK, TAKE THE E. OR RIGHT HAND FORK ALONG OLD ABANDONED
 JK1149'RAILROAD GRADE 4.7 MI. TO A T-FENCE W.  STATION IS 49 FT. W. OF
 JK1149'RD. AND 143 FT. N. OF T-FENCE W.
 JK1149'
 JK1149'STATION MARK--STANDARD BRONZE TABLET SET IN POURED CONCRETE POST
 JK1149'PROJECTING ABOUT 4 IN. ABOVE SURFACE OF GROUND, TABLET IS STAMPED
 JK1149'---CWDE-3 1947---.
 JK1149'
 JK1149'REFERENCE MARKS--NONE.
 JK1149
 JK1149                          STATION RECOVERY (1996)
 JK1149
 JK1149'RECOVERY NOTE BY US POWER SQUADRON 1996
 JK1149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1003 ***********************************************************************
 JK1003  DESIGNATION -  CWHC 1
 JK1003  PID         -  JK1003
 JK1003  STATE/COUNTY-  CO/EL PASO
 JK1003  USGS QUAD   -  ELLICOTT (1975)
 JK1003
 JK1003                         *CURRENT SURVEY CONTROL
 JK1003  ___________________________________________________________________
 JK1003* NAD 83(1992)-  38 45 07.60503(N)    104 29 25.84531(W)     ADJUSTED  
 JK1003* NAVD 88     -      2134.     (meters)    7001.     (feet)  VERTCON   
 JK1003  ___________________________________________________________________
 JK1003  LAPLACE CORR-          -6.74  (seconds)                    DEFLEC99
 JK1003  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 JK1003
 JK1003  HORZ ORDER  -  THIRD
 JK1003
 JK1003.The horizontal coordinates were established by classical geodetic methods
 JK1003.and adjusted by the National Geodetic Survey in January 1993..
 JK1003
 JK1003.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1003
 JK1003.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1003
 JK1003.The geoid height was determined by GEOID03.
 JK1003
 JK1003;                    North         East     Units Scale Factor Converg.
 JK1003;SPC CO C     -   407,279.098 1,002,148.591   MT  0.99995434   +0 38 12.0
 JK1003;SPC CO C     - 1,336,214.84  3,287,882.50   sFT  0.99995434   +0 38 12.0
 JK1003;UTM  13      - 4,289,392.038   544,271.060   MT  0.99962413   +0 19 08.1
 JK1003
 JK1003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1003!SPC CO C     -   0.99966823  x   0.99995434  =   0.99962258
 JK1003!UTM  13      -   0.99966823  x   0.99962413  =   0.99929248
 JK1003
 JK1003:                Primary Azimuth Mark                     Grid Az
 JK1003:SPC CO C     -  AS P 483=CHICO                           252 31 13.5
 JK1003:UTM  13      -  AS P 483=CHICO                           252 50 17.4
 JK1003
 JK1003|---------------------------------------------------------------------|
 JK1003| PID    Reference Object                     Distance      Geod. Az  |
 JK1003|                                                           dddmmss.s |
 JK1003| JK1172 AS P 483=CHICO                      APPROX. 3.8 KM 2530925.5 |
 JK1003|---------------------------------------------------------------------|
 JK1003
 JK1003                          SUPERSEDED SURVEY CONTROL
 JK1003
 JK1003  NAD 83(1986)-  38 45 07.59056(N)    104 29 25.83748(W) AD(       ) 3
 JK1003  NAD 27      -  38 45 07.60972(N)    104 29 23.95562(W) AD(       ) 3
 JK1003  NGVD 29 (07/19/86) 2133.     (m)         6998.     (f) VERT ANG       
 JK1003
 JK1003.Superseded values are not recommended for survey control.
 JK1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1003.See file dsdata.txt to determine how the superseded data were derived.
 JK1003
 JK1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC4427189392(NAD 83)
 JK1003
 JK1003  HISTORY     - Date     Condition        Report By
 JK1003  HISTORY     - 1947     MONUMENTED       USGS
 JK1003  HISTORY     - 1953     GOOD             USGS
 JK1003
 JK1003                          STATION DESCRIPTION
 JK1003
 JK1003'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (ATW)
 JK1003'STATION IS LOCATED IN SE. 1/4 OF SW. 1/4 OF SEC. 7, T 15 S, R 63 W.
 JK1003'IT IS BEST REACHED BY GOING TO KELKER, A DENVER AND RIO GRANDE STATION
 JK1003'ABOUT 5 MI. S. OF COLORADO SPRINGS, COLORADO.  GO S. ALONG RAILROAD
 JK1003'TRACK 1.1 MI., THEN TURN E. ON SECTION LINE RD. 9.4 MI., THENCE S.
 JK1003'1 MI., THEN E. 3 MI. AND S. 1 MI., THEN E. 3.4 MI.  STATION LIES 114
 JK1003'FT. N. OF RD. ON TOP OF RIDGE 0.4 MI. E. OF CROSSROADS.
 JK1003'
 JK1003'STATION MARK--STANDARD USGS BENCH MARK BRONZE TABLET SET IN THE TOP
 JK1003'OF A POURED CONCRETE POST PROJECTING ABOUT 3 IN. ABOVE THE SURFACE
 JK1003'OF THE GROUND AND STAMPED ---CWHC-1 1947---.
 JK1003'
 JK1003'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1156 ***********************************************************************
 JK1156  DESIGNATION -  CWHH 1
 JK1156  PID         -  JK1156
 JK1156  STATE/COUNTY-  CO/EL PASO
 JK1156  USGS QUAD   -  CORRAL BLUFFS (1975)
 JK1156
 JK1156                         *CURRENT SURVEY CONTROL
 JK1156  ___________________________________________________________________
 JK1156* NAD 83(1992)-  38 52 13.80649(N)    104 34 01.87579(W)     ADJUSTED  
 JK1156* NAVD 88     -      2020.     (meters)    6627.     (feet)  SCALED    
 JK1156  ___________________________________________________________________
 JK1156  LAPLACE CORR-          -7.28  (seconds)                    DEFLEC99
 JK1156  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 JK1156
 JK1156  HORZ ORDER  -  THIRD
 JK1156
 JK1156.The horizontal coordinates were established by classical geodetic methods
 JK1156.and adjusted by the National Geodetic Survey in January 1993..
 JK1156
 JK1156.The orthometric height was scaled from a topographic map.
 JK1156
 JK1156.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1156
 JK1156.The geoid height was determined by GEOID03.
 JK1156
 JK1156;                    North         East     Units Scale Factor Converg.
 JK1156;SPC CO C     -   420,349.105   995,349.132   MT  0.99994396   +0 35 17.9
 JK1156;SPC CO C     - 1,379,095.36  3,265,574.61   sFT  0.99994396   +0 35 17.9
 JK1156;UTM  13      - 4,302,495.186   537,546.271   MT  0.99961736   +0 16 17.8
 JK1156
 JK1156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1156!SPC CO C     -   0.99968599  x   0.99994396  =   0.99962997
 JK1156!UTM  13      -   0.99968599  x   0.99961736  =   0.99930347
 JK1156
 JK1156:                Primary Azimuth Mark                     Grid Az
 JK1156:SPC CO C     -  CORRAL BLUFFS                            267 29 06.2
 JK1156:UTM  13      -  CORRAL BLUFFS                            267 48 06.3
 JK1156
 JK1156|---------------------------------------------------------------------|
 JK1156| PID    Reference Object                     Distance      Geod. Az  |
 JK1156|                                                           dddmmss.s |
 JK1156| JK1153 CORRAL BLUFFS                       APPROX. 2.3 KM 2680424.1 |
 JK1156|---------------------------------------------------------------------|
 JK1156
 JK1156                          SUPERSEDED SURVEY CONTROL
 JK1156
 JK1156  NAD 83(1986)-  38 52 13.79735(N)    104 34 01.87076(W) AD(       ) 3
 JK1156  NAD 27      -  38 52 13.82149(N)    104 33 59.98067(W) AD(       ) 3
 JK1156
 JK1156.Superseded values are not recommended for survey control.
 JK1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1156.See file dsdata.txt to determine how the superseded data were derived.
 JK1156
 JK1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED3754602495(NAD 83)
 JK1156_MARKER: DD = SURVEY DISK
 JK1156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1156_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JK1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK1156+STABILITY: SURFACE MOTION
 JK1156
 JK1156  HISTORY     - Date     Condition        Report By
 JK1156  HISTORY     - 1947     MONUMENTED       USGS
 JK1156
 JK1156                          STATION DESCRIPTION
 JK1156
 JK1156'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JK1156'STATION IS LOCATED IN SE. 1/4 OF SW. 1/4 OF SEC. 33, T 13 S, R 64 W.
 JK1156'
 JK1156'IT IS BEST REACHED FROM FALCON, COLORADO, BY GOING S. ON SECTION LINE
 JK1156'RD. 3.5 MI., THENCE E. ON SECTION LINE RD. 1.5 MI., THEN S. 1 MI. AND
 JK1156'E. 1 MI.  AT THIS POINT ENTER GATE IN N. RIGHT-OF-WAY FENCE.  STATION
 JK1156'LIES NW. ABOUT 0.3 MI. ON HIGH HILL.
 JK1156'
 JK1156'STATION MARK--STANDARD BRONZE TABLET SET IN POURED CONCRETE POST
 JK1156'MEASURING ABOUT 6 IN. ACROSS TOP AND PROJECTING ABOUT 3 IN. ABOVE
 JK1156'SURFACE OF GROUND.  STATION IS STAMPED ---CWHH-1 1947---.
 JK1156'
 JK1156'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1236 ***********************************************************************
 JK1236  DESIGNATION -  CWNO 1
 JK1236  PID         -  JK1236
 JK1236  STATE/COUNTY-  CO/EL PASO
 JK1236  USGS QUAD   -  CASCADE (1994)
 JK1236
 JK1236                         *CURRENT SURVEY CONTROL
 JK1236  ___________________________________________________________________
 JK1236* NAD 83(1992)-  38 55 47.66831(N)    104 57 24.20762(W)     ADJUSTED  
 JK1236* NAVD 88     -      2946.4    (meters)    9667.     (feet)  VERTCON   
 JK1236  ___________________________________________________________________
 JK1236  LAPLACE CORR-         -15.74  (seconds)                    DEFLEC99
 JK1236  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 JK1236
 JK1236  HORZ ORDER  -  THIRD
 JK1236
 JK1236.The horizontal coordinates were established by classical geodetic methods
 JK1236.and adjusted by the National Geodetic Survey in January 1993..
 JK1236
 JK1236.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1236
 JK1236.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1236
 JK1236.The geoid height was determined by GEOID03.
 JK1236
 JK1236;                    North         East     Units Scale Factor Converg.
 JK1236;SPC CO C     -   426,668.863   961,507.152   MT  0.99994035   +0 20 33.5
 JK1236;SPC CO C     - 1,399,829.43  3,154,544.71   sFT  0.99994035   +0 20 33.5
 JK1236;UTM  13      - 4,308,999.320   503,751.010   MT  0.99960017   +0 01 37.9
 JK1236
 JK1236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1236!SPC CO C     -   0.99954036  x   0.99994035  =   0.99948074
 JK1236!UTM  13      -   0.99954036  x   0.99960017  =   0.99914071
 JK1236
 JK1236:                Primary Azimuth Mark                     Grid Az
 JK1236:SPC CO C     -  ORMES                                    038 55 24.0
 JK1236:UTM  13      -  ORMES                                    039 14 19.6
 JK1236
 JK1236|---------------------------------------------------------------------|
 JK1236| PID    Reference Object                     Distance      Geod. Az  |
 JK1236|                                                           dddmmss.s |
 JK1236| JK1235 ORMES                               APPROX. 3.0 KM 0391557.5 |
 JK1236|---------------------------------------------------------------------|
 JK1236
 JK1236                          SUPERSEDED SURVEY CONTROL
 JK1236
 JK1236  NAD 83(1986)-  38 55 47.65950(N)    104 57 24.20491(W) AD(       ) 3
 JK1236  NAD 27      -  38 55 47.68936(N)    104 57 22.27019(W) AD(       ) 3
 JK1236  NGVD 29 (07/19/86) 2945.2    (m)         9663.     (f) VERT ANG       
 JK1236
 JK1236.Superseded values are not recommended for survey control.
 JK1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1236.See file dsdata.txt to determine how the superseded data were derived.
 JK1236
 JK1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED0375108999(NAD 83)
 JK1236
 JK1236  HISTORY     - Date     Condition        Report By
 JK1236  HISTORY     - 1947     MONUMENTED       USGS
 JK1236  HISTORY     - 1960     GOOD             USE
 JK1236
 JK1236                          STATION DESCRIPTION
 JK1236
 JK1236'DESCRIBED BY US ENGINEERS 1960
 JK1236'POINT IS LOCATED IN SEC. 12, T 13 S, R 68 W, APPROXIMATELY 10 MI. NW.
 JK1236'FROM COLORADO SPRINGS POST OFFICE ON WHAT IS KNOWN AS THE RAMPART
 JK1236'RANGE.  TO REACH BY AUTO, TRAVEL W. ON HIGHWAY 24 4.6 MI. FROM THE
 JK1236'COLORADO SPRINGS POST OFFICE TO INTERSECTION WITH RAMPART RANGE ROAD,
 JK1236'THENCE RIGHT (N.) ALONG RAMPART RANGE ROAD 13.5 MI. TO POINT OF CURVE.
 JK1236'STATION IS APPROXIMATELY 1,000 FT. N. ON ROCKY PEAK, HIGHEST POINT IN
 JK1236'VICINITY, NEAR USFS STATION ASP 452 1939.
 JK1236'
 JK1236'STATION MARK--USGS TABLET SET IN TOP OF BOULDER AND STAMPED ---VA
 JK1236'ELEV. 9665-1907 7-8-47 CWNO-1---.
 JK1236'
 JK1236'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4839 ***********************************************************************
 AB4839  DESIGNATION -  CYN
 AB4839  PID         -  AB4839
 AB4839  STATE/COUNTY-  CO/LOGAN
 AB4839  USGS QUAD   -  TAMARACK RANCH (1984)
 AB4839
 AB4839                         *CURRENT SURVEY CONTROL
 AB4839  ___________________________________________________________________
 AB4839* NAD 83(1992)-  40 49 05.17779(N)    102 41 24.15058(W)     ADJUSTED  
 AB4839* NAVD 88     -      1217.0    (meters)    3993.     (feet)  GPS OBS   
 AB4839  ___________________________________________________________________
 AB4839  X           -  -1,062,076.167 (meters)                     COMP
 AB4839  Y           -  -4,716,625.795 (meters)                     COMP
 AB4839  Z           -   4,147,939.545 (meters)                     COMP
 AB4839  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 AB4839  ELLIP HEIGHT-        1196.90  (meters)          (12/03/02) GPS OBS
 AB4839  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 AB4839
 AB4839  HORZ ORDER  -  FIRST
 AB4839  ELLP ORDER  -  FOURTH    CLASS II
 AB4839
 AB4839.The horizontal coordinates were established by GPS observations
 AB4839.and adjusted by the National Geodetic Survey in July 1996..
 AB4839
 AB4839.The orthometric height was determined by GPS observations and a
 AB4839.high-resolution geoid model.
 AB4839
 AB4839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4839
 AB4839.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4839
 AB4839.The ellipsoidal height was determined by GPS observations
 AB4839.and is referenced to NAD 83.
 AB4839
 AB4839.The geoid height was determined by GEOID03.
 AB4839
 AB4839;                    North         East     Units Scale Factor Converg.
 AB4839;SPC CO N     -   473,417.898 1,151,428.633   MT  1.00000583   +1 48 56.2
 AB4839;SPC CO N     - 1,553,205.22  3,777,645.44   sFT  1.00000583   +1 48 56.2
 AB4839;UTM  13      - 4,521,133.014   694,811.895   MT  1.00006714   +1 30 37.4
 AB4839
 AB4839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4839!SPC CO N     -   0.99981229  x   1.00000583  =   0.99981811
 AB4839!UTM  13      -   0.99981229  x   1.00006714  =   0.99987941
 AB4839
 AB4839                          SUPERSEDED SURVEY CONTROL
 AB4839
 AB4839  ELLIP H (10/08/96) 1196.93   (m)                       GP(       ) 1 1
 AB4839  ELLIP H (07/08/96) 1197.16   (m)                       GP(       ) 1 1
 AB4839
 AB4839.Superseded values are not recommended for survey control.
 AB4839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4839.See file dsdata.txt to determine how the superseded data were derived.
 AB4839
 AB4839_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF9481221133(NAD 83)
 AB4839_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4839_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AB4839_STAMPING: CYN 1995
 AB4839_MARK LOGO: NGS   
 AB4839_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AB4839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB4839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4839+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4839
 AB4839  HISTORY     - Date     Condition        Report By
 AB4839  HISTORY     - 1995     MONUMENTED       MSAM
 AB4839
 AB4839                          STATION DESCRIPTION
 AB4839
 AB4839'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 AB4839'STATION IS LOCATED ABOUT 7.5 MILES (12.1 KM) SOUTHEAST OF CROOK, IN
 AB4839'THE NW 1/4 OF SEC.  26, T.  10 N., R.  48 W.  TO REACH FROM EXIT 155
 AB4839'ON I-76, GO SOUTH ON COUNTY ROAD 93 FOR 2.5 MILES (4.0 KM) TO THE
 AB4839'STATION ON LEFT (EAST) .  THE STATION IS A STANDARD DISK SET IN A MASS
 AB4839'OF CONCRETE, IT IS 173 FT (52.7 M) SOUTH OF AN EAST-WEST FENCE ON THE
 AB4839'EAST SIDE OF COUNTY ROAD 93, 23.8 FT (7.3 M) EAST OF THE CENTER OF
 AB4839'COUNTY ROAD 93, 4.1 FT (1.2 M) WEST OF THE EAST RIGHT-OF-WAY FENCE,
 AB4839'3.7 FT (1.1 M) WEST OF A FIBERGLASS WITNESS POST (NOAA) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0382 ***********************************************************************
 KK0382  DESIGNATION -  D
 KK0382  PID         -  KK0382
 KK0382  STATE/COUNTY-  CO/DENVER
 KK0382  USGS QUAD   -  ENGLEWOOD (1997)
 KK0382
 KK0382                         *CURRENT SURVEY CONTROL
 KK0382  ___________________________________________________________________
 KK0382* NAD 83(1986)-  39 44 44.     (N)    104 53 39.     (W)     SCALED    
 KK0382* NAVD 88     -      1628.311  (meters)    5342.22   (feet)  POSTED    
 KK0382  ___________________________________________________________________
 KK0382  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 KK0382  DYNAMIC HT  -        1626.750 (meters)    5337.10  (feet)  COMP
 KK0382  MODELED GRAV-     979,612.4   (mgal)                       NAVD 88
 KK0382
 KK0382  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0382
 KK0382.The horizontal coordinates were scaled from a topographic map and have
 KK0382.an estimated accuracy of +/- 6 seconds.
 KK0382
 KK0382.The orthometric height was determined by differential leveling
 KK0382.and adjusted by the National Geodetic Survey in 1992..
 KK0382.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0382.rate of 1.1 thru 2.0 mm/km.
 KK0382
 KK0382.The geoid height was determined by GEOID03.
 KK0382
 KK0382.The dynamic height is computed by dividing the NAVD 88
 KK0382.geopotential number by the normal gravity value computed on the
 KK0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0382.degrees latitude (g = 980.6199 gals.).
 KK0382
 KK0382.The modeled gravity was interpolated from observed gravity values.
 KK0382
 KK0382;                    North         East    Units  Estimated Accuracy
 KK0382;SPC CO C     -   517,250.      966,330.      MT  (+/- 180 meters Scaled)
 KK0382
 KK0382                          SUPERSEDED SURVEY CONTROL
 KK0382
 KK0382  NGVD 29 (??/??/92) 1627.401  (m)         5339.23   (f) ADJ UNCH    1 2
 KK0382
 KK0382.Superseded values are not recommended for survey control.
 KK0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0382.See file dsdata.txt to determine how the superseded data were derived.
 KK0382
 KK0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED090995(NAD 83)
 KK0382_MARKER: DB = BENCH MARK DISK
 KK0382_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0382_SP_SET: CURB
 KK0382_STAMPING: D 1939
 KK0382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0382
 KK0382  HISTORY     - Date     Condition        Report By
 KK0382  HISTORY     - 1939     MONUMENTED       CGS
 KK0382
 KK0382                          STATION DESCRIPTION
 KK0382
 KK0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 KK0382'AT DENVER.
 KK0382'AT DENVER, DENVER COUNTY, AT THE JUNCTION OF EIGHTH AVENUE,
 KK0382'NINTEENTH STREET, AND ULSTER STREET, 33 FEET SOUTH OF THE
 KK0382'CENTERLINE OF NINTEENTH STREET, 15 FEET WEST OF THE CENTERLINE
 KK0382'OF ULSTER STREET, AND IN THE TOP OF THE WEST CURB OF ULSTER
 KK0382'STREET.  A STANDARD DISK, STAMPED D 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0269 ***********************************************************************
 JJ0269  DESIGNATION -  D
 JJ0269  PID         -  JJ0269
 JJ0269  STATE/COUNTY-  CO/CHEYENNE
 JJ0269  USGS QUAD   -  KIT CARSON (1982)
 JJ0269
 JJ0269                         *CURRENT SURVEY CONTROL
 JJ0269  ___________________________________________________________________
 JJ0269* NAD 83(1986)-  38 45 43.     (N)    102 47 34.     (W)     SCALED    
 JJ0269* NAVD 88     -      1307.319  (meters)    4289.10   (feet)  ADJUSTED  
 JJ0269  ___________________________________________________________________
 JJ0269  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 JJ0269  DYNAMIC HT  -        1306.089 (meters)    4285.06  (feet)  COMP
 JJ0269  MODELED GRAV-     979,641.7   (mgal)                       NAVD 88
 JJ0269
 JJ0269  VERT ORDER  -  FIRST     CLASS II
 JJ0269
 JJ0269.The horizontal coordinates were scaled from a topographic map and have
 JJ0269.an estimated accuracy of +/- 6 seconds.
 JJ0269
 JJ0269.The orthometric height was determined by differential leveling
 JJ0269.and adjusted by the National Geodetic Survey in June 1991..
 JJ0269
 JJ0269.The geoid height was determined by GEOID03.
 JJ0269
 JJ0269.The dynamic height is computed by dividing the NAVD 88
 JJ0269.geopotential number by the normal gravity value computed on the
 JJ0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0269.degrees latitude (g = 980.6199 gals.).
 JJ0269
 JJ0269.The modeled gravity was interpolated from observed gravity values.
 JJ0269
 JJ0269;                    North         East    Units  Estimated Accuracy
 JJ0269;SPC CO C     -   411,390.    1,149,660.      MT  (+/- 180 meters Scaled)
 JJ0269
 JJ0269                          SUPERSEDED SURVEY CONTROL
 JJ0269
 JJ0269  NGVD 29 (??/??/92) 1306.745  (m)         4287.21   (f) ADJ UNCH    1 2
 JJ0269
 JJ0269.Superseded values are not recommended for survey control.
 JJ0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0269.See file dsdata.txt to determine how the superseded data were derived.
 JJ0269
 JJ0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC917926(NAD 83)
 JJ0269_MARKER: B = BOLT
 JJ0269_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JJ0269_SP_SET: BUILDING
 JJ0269_MARK LOGO: CGS   
 JJ0269_MAGNETIC: N = NO MAGNETIC MATERIAL
 JJ0269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0269
 JJ0269  HISTORY     - Date     Condition        Report By
 JJ0269  HISTORY     - UNK      MONUMENTED       CGS
 JJ0269  HISTORY     - 1938     GOOD             NGS
 JJ0269  HISTORY     - 1939     MARK NOT FOUND   LOCENG
 JJ0269  HISTORY     - 19761028 GOOD             CODH
 JJ0269
 JJ0269                          STATION DESCRIPTION
 JJ0269
 JJ0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JJ0269'AT KIT CARSON.
 JJ0269'AT KIT CARSON, CHEYENNE COUNTY, ON THE UNION PACIFIC
 JJ0269'RAILROAD, ABOUT 250 FEET WEST OF THE STATION, 55 FEET NORTH
 JJ0269'OF A WATER TANK, 62 FEET NORTHEAST OF THE MAIN TRACK, AT THE
 JJ0269'EAST FRONT WALL OF A PUMPHOUSE, 1 FOOT NORTH OF THE SOUTHEAST
 JJ0269'CORNER, AND IN THE FOURTH COURSE OF STONE ABOVE THE GROUND.  THE
 JJ0269'CENTER OF A CROSS ON THE END OF A COPPER BOLT.
 JJ0269'NOTE-- IT WAS REPORTED IN JUNE 1938 THAT THE ORIGINAL CROSS ON
 JJ0269'THE HEAD OF THIS BOLT HAS BEEN HAMMERED OUT.  A NEW CROSS WAS
 JJ0269'CUT IN JUNE 1938 AND USED AS THE BENCH MARK.
 JJ0269
 JJ0269                          STATION RECOVERY (1939)
 JJ0269
 JJ0269'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1939
 JJ0269'MARK NOT FOUND.
 JJ0269
 JJ0269                          STATION RECOVERY (1976)
 JJ0269
 JJ0269'RECOVERY NOTE BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1976
 JJ0269'LEAD PLUG 7/8-INCH DIAMETER WITH A CROSS CUT IN IT IN A BUILDING
 JJ0269'BLOCK 21-INCH BY 9-INCH, SOUTHEAST CORNER OF GRAY PAINTED OLD
 JJ0269'BUILDING (OLD PUMP HOUSE).  PLUG 2.93 FT (0.89 M) ABOVE GROUND AND
 JJ0269'1.17 FT (0.36 M) NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, ON
 JJ0269'EAST FACING WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0156 ***********************************************************************
 JK0156  DESIGNATION -  D 1
 JK0156  PID         -  JK0156
 JK0156  STATE/COUNTY-  CO/EL PASO
 JK0156  USGS QUAD   -  PIKEVIEW (1994)
 JK0156
 JK0156                         *CURRENT SURVEY CONTROL
 JK0156  ___________________________________________________________________
 JK0156* NAD 83(1986)-  38 57 32.     (N)    104 50 12.     (W)     SCALED    
 JK0156* NAVD 88     -      1948.089  (meters)    6391.36   (feet)  POSTED    
 JK0156  ___________________________________________________________________
 JK0156  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 JK0156  DYNAMIC HT  -        1945.950 (meters)    6384.34  (feet)  COMP
 JK0156  MODELED GRAV-     979,458.9   (mgal)                       NAVD 88
 JK0156
 JK0156  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JK0156
 JK0156.The horizontal coordinates were scaled from a topographic map and have
 JK0156.an estimated accuracy of +/- 6 seconds.
 JK0156
 JK0156.The orthometric height was determined by differential leveling
 JK0156.and adjusted by the National Geodetic Survey in 1992..
 JK0156.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JK0156.rate of 1.1 thru 2.0 mm/km.
 JK0156
 JK0156.The geoid height was determined by GEOID03.
 JK0156
 JK0156.The dynamic height is computed by dividing the NAVD 88
 JK0156.geopotential number by the normal gravity value computed on the
 JK0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0156.degrees latitude (g = 980.6199 gals.).
 JK0156
 JK0156.The modeled gravity was interpolated from observed gravity values.
 JK0156
 JK0156;                    North         East    Units  Estimated Accuracy
 JK0156;SPC CO C     -   429,960.      971,890.      MT  (+/- 180 meters Scaled)
 JK0156
 JK0156                          SUPERSEDED SURVEY CONTROL
 JK0156
 JK0156  NGVD 29 (??/??/92) 1947.093  (m)         6388.09   (f) ADJ UNCH    1 2
 JK0156
 JK0156.Superseded values are not recommended for survey control.
 JK0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0156.See file dsdata.txt to determine how the superseded data were derived.
 JK0156
 JK0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED141122(NAD 83)
 JK0156_MARKER: Q = CHISELED SQUARE
 JK0156_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JK0156_SP_SET: ABUTMENT
 JK0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0156
 JK0156  HISTORY     - Date     Condition        Report By
 JK0156  HISTORY     - 1898     MONUMENTED       CGS
 JK0156  HISTORY     - 1934     GOOD             NGS
 JK0156
 JK0156                          STATION DESCRIPTION
 JK0156
 JK0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1898
 JK0156'9.1 MI N FROM COLORADO SPRINGS.
 JK0156'9.1 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JK0156'THE STATION AT COLORADO SPRINGS, EL PASO COUNTY, 0.2 MILE NORTH OF
 JK0156'MILEPOST D 66, 500 FEET SOUTH OF A ROAD CROSSING, AT BRIDGE 65.79,
 JK0156'IN THE TOP OF THE WEST SIDE OF THE NORTH STONE ABUTMENT, 7.5 FEET
 JK0156'WEST OF THE CENTER LINE OF THE MAIN-LINE TRACK, NEAR THE MIDDLE OF
 JK0156'THE UPPER SURFACE OF THE STONE FORMING THE NORTH END OF THE NORTH
 JK0156'ABUTMENT, AND ABOUT 2 FEET LOWER THAN THE TRACK.  THE BOTTOM OF A
 JK0156'SQUARE HOLE, SURROUNDED BY THE LETTERS USBM.
 JK0156
 JK0156                          STATION RECOVERY (1934)
 JK0156
 JK0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 JK0156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0385 ***********************************************************************
 JL0385  DESIGNATION -  D 10
 JL0385  PID         -  JL0385
 JL0385  STATE/COUNTY-  CO/MONTROSE
 JL0385  USGS QUAD   -  MONTROSE EAST (1982)
 JL0385
 JL0385                         *CURRENT SURVEY CONTROL
 JL0385  ___________________________________________________________________
 JL0385* NAD 83(1986)-  38 27 56.     (N)    107 52 21.     (W)     SCALED    
 JL0385* NAVD 88     -      1777.778  (meters)    5832.59   (feet)  POSTED    
 JL0385  ___________________________________________________________________
 JL0385  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 JL0385  DYNAMIC HT  -        1775.810 (meters)    5826.14  (feet)  COMP
 JL0385  MODELED GRAV-     979,461.1   (mgal)                       NAVD 88
 JL0385
 JL0385  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JL0385
 JL0385.The horizontal coordinates were scaled from a topographic map and have
 JL0385.an estimated accuracy of +/- 6 seconds.
 JL0385
 JL0385.The orthometric height was determined by differential leveling
 JL0385.and adjusted by the National Geodetic Survey in 1992..
 JL0385.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JL0385.rate of 1.1 thru 2.0 mm/km.
 JL0385
 JL0385.The geoid height was determined by GEOID03.
 JL0385
 JL0385.The dynamic height is computed by dividing the NAVD 88
 JL0385.geopotential number by the normal gravity value computed on the
 JL0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0385.degrees latitude (g = 980.6199 gals.).
 JL0385
 JL0385.The modeled gravity was interpolated from observed gravity values.
 JL0385
 JL0385;                    North         East    Units  Estimated Accuracy
 JL0385;SPC CO S     -   507,090.      707,370.      MT  (+/- 180 meters Scaled)
 JL0385
 JL0385                          SUPERSEDED SURVEY CONTROL
 JL0385
 JL0385  NGVD 29 (??/??/92) 1776.550  (m)         5828.56   (f) ADJ UNCH    1 2
 JL0385
 JL0385.Superseded values are not recommended for survey control.
 JL0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0385.See file dsdata.txt to determine how the superseded data were derived.
 JL0385
 JL0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC493613(NAD 83)
 JL0385_MARKER: DB = BENCH MARK DISK
 JL0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0385_STAMPING: 5828.564 D 10 1926
 JL0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0385+STABILITY: SURFACE MOTION
 JL0385
 JL0385  HISTORY     - Date     Condition        Report By
 JL0385  HISTORY     - 1926     MONUMENTED       CGS
 JL0385  HISTORY     - 1974     MARK NOT FOUND   NGS
 JL0385  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0385
 JL0385                          STATION DESCRIPTION
 JL0385
 JL0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 JL0385'1.0 MI SE FROM MONTROSE.
 JL0385'1.0 MILE SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0385'FROM THE STATION AT MONTROSE, MONTROSE COUNTY, 1/2 MILE NORTH OF
 JL0385'MILEPOST D-350, 450 FEET SOUTH OF THE JUNCTION OF THE OURAY BRANCH, 25
 JL0385'FEET WEST OF THE OURAY BRANCH TRACK, AND 1-1/2 FEET LOWER THAN THE
 JL0385'TRACK.  A STANDARD DISK, STAMPED 5828.564 D 10 1926 AND SET IN THE TOP
 JL0385'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 JL0385
 JL0385                          STATION RECOVERY (1974)
 JL0385
 JL0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JL0385'MARK NOT FOUND.
 JL0385
 JL0385                          STATION RECOVERY (1984)
 JL0385
 JL0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0385'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0995 ***********************************************************************
 KK0995  DESIGNATION -  D 10
 KK0995  PID         -  KK0995
 KK0995  STATE/COUNTY-  CO/GRAND
 KK0995  USGS QUAD   -  EMPIRE (1974)
 KK0995
 KK0995                         *CURRENT SURVEY CONTROL
 KK0995  ___________________________________________________________________
 KK0995* NAD 83(1986)-  39 51 53.     (N)    105 44 58.     (W)     SCALED    
 KK0995* NAVD 88     -      2866.472  (meters)    9404.42   (feet)  ADJUSTED  
 KK0995  ___________________________________________________________________
 KK0995  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 KK0995  DYNAMIC HT  -        2863.009 (meters)    9393.06  (feet)  COMP
 KK0995  MODELED GRAV-     979,313.7   (mgal)                       NAVD 88
 KK0995
 KK0995  VERT ORDER  -  FIRST     CLASS II
 KK0995
 KK0995.The horizontal coordinates were scaled from a topographic map and have
 KK0995.an estimated accuracy of +/- 6 seconds.
 KK0995
 KK0995.The orthometric height was determined by differential leveling
 KK0995.and adjusted by the National Geodetic Survey in June 1991..
 KK0995
 KK0995.The geoid height was determined by GEOID03.
 KK0995
 KK0995.The dynamic height is computed by dividing the NAVD 88
 KK0995.geopotential number by the normal gravity value computed on the
 KK0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0995.degrees latitude (g = 980.6199 gals.).
 KK0995
 KK0995.The modeled gravity was interpolated from observed gravity values.
 KK0995
 KK0995;                    North         East    Units  Estimated Accuracy
 KK0995;SPC CO N     -   363,830.      893,060.      MT  (+/- 180 meters Scaled)
 KK0995
 KK0995                          SUPERSEDED SURVEY CONTROL
 KK0995
 KK0995  NGVD 29 (??/??/92) 2864.890  (m)         9399.23   (f) ADJ UNCH    1 2
 KK0995
 KK0995.Superseded values are not recommended for survey control.
 KK0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0995.See file dsdata.txt to determine how the superseded data were derived.
 KK0995
 KK0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE359130(NAD 83)
 KK0995_MARKER: DD = SURVEY DISK
 KK0995_SETTING: 80 = SET IN A BOULDER
 KK0995_STAMPING: COLO D 10 1924
 KK0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0995+STABILITY: SURFACE MOTION
 KK0995
 KK0995  HISTORY     - Date     Condition        Report By
 KK0995  HISTORY     - 1924     MONUMENTED       USGS
 KK0995  HISTORY     - 1954     GOOD             NGS
 KK0995
 KK0995                          STATION DESCRIPTION
 KK0995
 KK0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0995'1.8 MI S FROM WEST PORTAL.
 KK0995'1.8 MILES SOUTH ALONG U.S. HIGHWAY 40 FROM THE WEST PORTAL OF THE
 KK0995'MOFFAT TUNNEL AT WEST PORTAL, 26 FEET EAST OF THE CENTER LINE OF
 KK0995'THE HIGHWAY, 54.5 FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING
 KK0995'EAST, 1 FOOT ABOVE THE GROUND, SET IN THE TOP OF A 4X7 FOOT
 KK0995'GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0029 ***********************************************************************
 KJ0029  DESIGNATION -  D 100
 KJ0029  PID         -  KJ0029
 KJ0029  STATE/COUNTY-  CO/YUMA
 KJ0029  USGS QUAD   -  BONNY RESERVOIR NORTH (1968)
 KJ0029
 KJ0029                         *CURRENT SURVEY CONTROL
 KJ0029  ___________________________________________________________________
 KJ0029* NAD 83(1986)-  39 44 43.     (N)    102 08 44.     (W)     SCALED    
 KJ0029* NAVD 88     -      1169.546  (meters)    3837.09   (feet)  ADJUSTED  
 KJ0029  ___________________________________________________________________
 KJ0029  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 KJ0029  DYNAMIC HT  -        1168.597 (meters)    3833.97  (feet)  COMP
 KJ0029  MODELED GRAV-     979,774.5   (mgal)                       NAVD 88
 KJ0029
 KJ0029  VERT ORDER  -  SECOND    CLASS 0
 KJ0029
 KJ0029.The horizontal coordinates were scaled from a topographic map and have
 KJ0029.an estimated accuracy of +/- 6 seconds.
 KJ0029
 KJ0029.The orthometric height was determined by differential leveling
 KJ0029.and adjusted by the National Geodetic Survey in June 1991..
 KJ0029
 KJ0029.The geoid height was determined by GEOID03.
 KJ0029
 KJ0029.The dynamic height is computed by dividing the NAVD 88
 KJ0029.geopotential number by the normal gravity value computed on the
 KJ0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0029.degrees latitude (g = 980.6199 gals.).
 KJ0029
 KJ0029.The modeled gravity was interpolated from observed gravity values.
 KJ0029
 KJ0029;                    North         East    Units  Estimated Accuracy
 KJ0029;SPC CO N     -   355,980.    1,201,840.      MT  (+/- 180 meters Scaled)
 KJ0029
 KJ0029                          SUPERSEDED SURVEY CONTROL
 KJ0029
 KJ0029  NGVD 29 (??/??/92) 1169.060  (m)         3835.49   (f) ADJ UNCH    2 0
 KJ0029
 KJ0029.Superseded values are not recommended for survey control.
 KJ0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0029.See file dsdata.txt to determine how the superseded data were derived.
 KJ0029
 KJ0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGE445033(NAD 83)
 KJ0029_MARKER: DB = BENCH MARK DISK
 KJ0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0029_STAMPING: D 100 1935
 KJ0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0029+STABILITY: SURFACE MOTION
 KJ0029
 KJ0029  HISTORY     - Date     Condition        Report By
 KJ0029  HISTORY     - 1935     MONUMENTED       CGS
 KJ0029  HISTORY     - 1949     GOOD             USGS
 KJ0029  HISTORY     - 1963     MARK NOT FOUND   USGS
 KJ0029
 KJ0029                          STATION DESCRIPTION
 KJ0029
 KJ0029'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 KJ0029'5.2 MI W FROM WEST GURNEY.
 KJ0029'IDALIA, YUMA CO., COLORADO, 3.6 MILES N. AND 8.0 MILES E. OF,
 KJ0029'T3-4S R43 W COR. SECS. 1-2-35-36 AT JUNCTION U.S. HWY. 36 AND
 KJ0029'STATE HWY. 53 SOUTH TO HALE, COLORADO, 71 FT. N. AND 36 FT. W OF
 KJ0029'CENTER LINE OF CROSSROADS.  IN A CONCRETE POST, A STD. DISK
 KJ0029'STAMPED D 100 1935.
 KJ0029
 KJ0029                          STATION RECOVERY (1963)
 KJ0029
 KJ0029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 KJ0029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0528 ***********************************************************************
 LL0528  DESIGNATION -  D 105
 LL0528  PID         -  LL0528
 LL0528  STATE/COUNTY-  CO/LARIMER
 LL0528  USGS QUAD   -  FORT COLLINS (1984)
 LL0528
 LL0528                         *CURRENT SURVEY CONTROL
 LL0528  ___________________________________________________________________
 LL0528* NAD 83(1986)-  40 30 26.     (N)    105 04 38.     (W)     SCALED    
 LL0528* NAVD 88     -      1529.849  (meters)    5019.18   (feet)  ADJUSTED  
 LL0528  ___________________________________________________________________
 LL0528  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 LL0528  DYNAMIC HT  -        1528.541 (meters)    5014.89  (feet)  COMP
 LL0528  MODELED GRAV-     979,716.5   (mgal)                       NAVD 88
 LL0528
 LL0528  VERT ORDER  -  SECOND    CLASS 0
 LL0528
 LL0528.The horizontal coordinates were scaled from a topographic map and have
 LL0528.an estimated accuracy of +/- 6 seconds.
 LL0528
 LL0528.The orthometric height was determined by differential leveling
 LL0528.and adjusted by the National Geodetic Survey in June 1991..
 LL0528
 LL0528.The geoid height was determined by GEOID03.
 LL0528
 LL0528.The dynamic height is computed by dividing the NAVD 88
 LL0528.geopotential number by the normal gravity value computed on the
 LL0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0528.degrees latitude (g = 980.6199 gals.).
 LL0528
 LL0528.The modeled gravity was interpolated from observed gravity values.
 LL0528
 LL0528;                    North         East    Units  Estimated Accuracy
 LL0528;SPC CO N     -   435,230.      950,240.      MT  (+/- 180 meters Scaled)
 LL0528
 LL0528                          SUPERSEDED SURVEY CONTROL
 LL0528
 LL0528  NGVD 29 (??/??/92) 1528.863  (m)         5015.94   (f) ADJ UNCH    2 0
 LL0528
 LL0528.Superseded values are not recommended for survey control.
 LL0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0528.See file dsdata.txt to determine how the superseded data were derived.
 LL0528
 LL0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE934840(NAD 83)
 LL0528_MARKER: DB = BENCH MARK DISK
 LL0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0528_STAMPING: D 105 1935
 LL0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0528+STABILITY: SURFACE MOTION
 LL0528
 LL0528  HISTORY     - Date     Condition        Report By
 LL0528  HISTORY     - 1935     MONUMENTED       CGS
 LL0528  HISTORY     - 1952     GOOD             NGS
 LL0528  HISTORY     - 1960     MARK NOT FOUND   USGS
 LL0528  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0528
 LL0528                          STATION DESCRIPTION
 LL0528
 LL0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 LL0528'4.4 MI S FROM FORT COLLINS.
 LL0528'4.45 MILES SOUTH ALONG U.S. HIGHWAYS 87 AND 287 FROM THE SOUTH
 LL0528'MAIN ENTRANCE TO COLORADO A. AND M. COLLEGE AT FORT COLLINS,
 LL0528'37 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 17 FEET NORTH
 LL0528'OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING EAST TO A
 LL0528'FARMHOUSE, 50 FEET SOUTHEAST OF A POWER LINE, AT THE
 LL0528'SOUTHWEST CORNER OF A GARDEN, 3 FEET EAST OF A FENCE CORNER,
 LL0528'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE
 LL0528'GROUND.  NOTE-- TO BE RESET.
 LL0528
 LL0528                          STATION RECOVERY (1960)
 LL0528
 LL0528'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LL0528'MARK NOT FOUND.
 LL0528
 LL0528                          STATION RECOVERY (1984)
 LL0528
 LL0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0021 ***********************************************************************
 JM0021  DESIGNATION -  D 11
 JM0021  PID         -  JM0021
 JM0021  STATE/COUNTY-  CO/MESA
 JM0021  USGS QUAD   -  TRIANGLE MESA (1969)
 JM0021
 JM0021                         *CURRENT SURVEY CONTROL
 JM0021  ___________________________________________________________________
 JM0021* NAD 83(1986)-  38 49 52.     (N)    108 22 40.     (W)     SCALED    
 JM0021* NAVD 88     -      1444.354  (meters)    4738.68   (feet)  POSTED    
 JM0021  ___________________________________________________________________
 JM0021  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 JM0021  DYNAMIC HT  -        1442.910 (meters)    4733.95  (feet)  COMP
 JM0021  MODELED GRAV-     979,580.4   (mgal)                       NAVD 88
 JM0021
 JM0021  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JM0021
 JM0021.The horizontal coordinates were scaled from a topographic map and have
 JM0021.an estimated accuracy of +/- 6 seconds.
 JM0021
 JM0021.The orthometric height was determined by differential leveling
 JM0021.and adjusted by the National Geodetic Survey in 1992..
 JM0021.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JM0021.rate of 0.0 thru 1.0 mm/km.
 JM0021
 JM0021.The geoid height was determined by GEOID03.
 JM0021
 JM0021.The dynamic height is computed by dividing the NAVD 88
 JM0021.geopotential number by the normal gravity value computed on the
 JM0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0021.degrees latitude (g = 980.6199 gals.).
 JM0021
 JM0021.The modeled gravity was interpolated from observed gravity values.
 JM0021
 JM0021;                    North         East    Units  Estimated Accuracy
 JM0021;SPC CO C     -   419,520.      664,570.      MT  (+/- 180 meters Scaled)
 JM0021
 JM0021                          SUPERSEDED SURVEY CONTROL
 JM0021
 JM0021  NGVD 29 (??/??/92) 1443.291  (m)         4735.20   (f) ADJ UNCH    1 2
 JM0021
 JM0021.Superseded values are not recommended for survey control.
 JM0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0021.See file dsdata.txt to determine how the superseded data were derived.
 JM0021
 JM0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ276013(NAD 83)
 JM0021_MARKER: DB = BENCH MARK DISK
 JM0021_SETTING: 66 = SET IN ROCK OUTCROP
 JM0021_SP_SET: SANDSTONE ROCK
 JM0021_STAMPING: 4735.197 D 11 1926
 JM0021_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0021+STABILITY: POSITION/ELEVATION WELL
 JM0021
 JM0021  HISTORY     - Date     Condition        Report By
 JM0021  HISTORY     - 1926     MONUMENTED       CGS
 JM0021
 JM0021                          STATION DESCRIPTION
 JM0021
 JM0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 JM0021'14.6 MI SE FROM WHITEWATER.
 JM0021'14.6 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JM0021'FROM THE STATION AT WHITEWATER, MESA COUNTY, 1,260 FEET WEST OF
 JM0021'MILEPOST D-397, 60 FEET EAST OF A WHISTLE POST, 35 FEET NORTH OF THE
 JM0021'TRACK, ABOUT 2 FEET LOWER THAN THE TRACK, AND IN RED SANDSTONE ROCK
 JM0021'PROJECTING ABOUT 2 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED
 JM0021'4735.197 D 11 1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0990 ***********************************************************************
 KK0990  DESIGNATION -  D 11
 KK0990  PID         -  KK0990
 KK0990  STATE/COUNTY-  CO/GRAND
 KK0990  USGS QUAD   -  FRASER (1957)
 KK0990
 KK0990                         *CURRENT SURVEY CONTROL
 KK0990  ___________________________________________________________________
 KK0990* NAD 83(1986)-  39 53 14.     (N)    105 45 41.     (W)     SCALED    
 KK0990* NAVD 88     -      2770.092  (meters)    9088.21   (feet)  ADJUSTED  
 KK0990  ___________________________________________________________________
 KK0990  GEOID HEIGHT-         -12.37  (meters)                     GEOID03
 KK0990  DYNAMIC HT  -        2766.826 (meters)    9077.50  (feet)  COMP
 KK0990  MODELED GRAV-     979,346.3   (mgal)                       NAVD 88
 KK0990
 KK0990  VERT ORDER  -  FIRST     CLASS II
 KK0990
 KK0990.The horizontal coordinates were scaled from a topographic map and have
 KK0990.an estimated accuracy of +/- 6 seconds.
 KK0990
 KK0990.The orthometric height was determined by differential leveling
 KK0990.and adjusted by the National Geodetic Survey in June 1991..
 KK0990.WARNING-Repeat measurements at this control monument indicate possible
 KK0990.vertical movement.
 KK0990
 KK0990.The geoid height was determined by GEOID03.
 KK0990
 KK0990.The dynamic height is computed by dividing the NAVD 88
 KK0990.geopotential number by the normal gravity value computed on the
 KK0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0990.degrees latitude (g = 980.6199 gals.).
 KK0990
 KK0990.The modeled gravity was interpolated from observed gravity values.
 KK0990
 KK0990;                    North         East    Units  Estimated Accuracy
 KK0990;SPC CO N     -   366,330.      892,050.      MT  (+/- 180 meters Scaled)
 KK0990
 KK0990                          SUPERSEDED SURVEY CONTROL
 KK0990
 KK0990  NGVD 29 (??/??/92) 2768.579  (m)         9083.25   (f) ADJ UNCH    1 2
 KK0990
 KK0990.Superseded values are not recommended for survey control.
 KK0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0990.See file dsdata.txt to determine how the superseded data were derived.
 KK0990
 KK0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE349155(NAD 83)
 KK0990_MARKER: DD = SURVEY DISK
 KK0990_SETTING: 80 = SET IN A BOULDER
 KK0990_STAMPING: COLO D 11 1924
 KK0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0990+STABILITY: SURFACE MOTION
 KK0990
 KK0990  HISTORY     - Date     Condition        Report By
 KK0990  HISTORY     - 1924     MONUMENTED       USGS
 KK0990  HISTORY     - 1954     GOOD             NGS
 KK0990
 KK0990                          STATION DESCRIPTION
 KK0990
 KK0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0990'AT WEST PORTAL.
 KK0990'AT WEST PORTAL, AT THE WEST PORTAL OF THE MOFFAT TUNNEL, 11 FEET
 KK0990'BELOW THE TOP OF THE RAILS, 8.5 FEET SOUTHWEST OF THE SOUTH END OF
 KK0990'THE EAST ABUTMENT OF A RAILROAD OVERPASS OVER OLD U.S. HIGHWAY 40,
 KK0990'SET IN THE TOP OF A LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0276 ***********************************************************************
 JK0276  DESIGNATION -  D 110
 JK0276  PID         -  JK0276
 JK0276  STATE/COUNTY-  CO/EL PASO
 JK0276  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK0276
 JK0276                         *CURRENT SURVEY CONTROL
 JK0276  ___________________________________________________________________
 JK0276* NAD 83(1986)-  38 47 06.     (N)    104 49 20.     (W)     SCALED    
 JK0276* NAVD 88     -      1855.471  (meters)    6087.49   (feet)  ADJUSTED  
 JK0276  ___________________________________________________________________
 JK0276  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 JK0276  DYNAMIC HT  -        1853.453 (meters)    6080.87  (feet)  COMP
 JK0276  MODELED GRAV-     979,474.9   (mgal)                       NAVD 88
 JK0276
 JK0276  VERT ORDER  -  SECOND    CLASS 0
 JK0276
 JK0276.The horizontal coordinates were scaled from a topographic map and have
 JK0276.an estimated accuracy of +/- 6 seconds.
 JK0276
 JK0276.The orthometric height was determined by differential leveling
 JK0276.and adjusted by the National Geodetic Survey in June 1991..
 JK0276
 JK0276.The geoid height was determined by GEOID03.
 JK0276
 JK0276.The dynamic height is computed by dividing the NAVD 88
 JK0276.geopotential number by the normal gravity value computed on the
 JK0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0276.degrees latitude (g = 980.6199 gals.).
 JK0276
 JK0276.The modeled gravity was interpolated from observed gravity values.
 JK0276
 JK0276;                    North         East    Units  Estimated Accuracy
 JK0276;SPC CO C     -   410,660.      973,290.      MT  (+/- 180 meters Scaled)
 JK0276
 JK0276                          SUPERSEDED SURVEY CONTROL
 JK0276
 JK0276  NGVD 29 (??/??/92) 1854.417  (m)         6084.03   (f) ADJ UNCH    2 0
 JK0276
 JK0276.Superseded values are not recommended for survey control.
 JK0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0276.See file dsdata.txt to determine how the superseded data were derived.
 JK0276
 JK0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC154929(NAD 83)
 JK0276_MARKER: DB = BENCH MARK DISK
 JK0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0276_STAMPING: D 110 1935
 JK0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0276+STABILITY: SURFACE MOTION
 JK0276
 JK0276  HISTORY     - Date     Condition        Report By
 JK0276  HISTORY     - 1935     MONUMENTED       CGS
 JK0276  HISTORY     - 1975     MARK NOT FOUND   LOCENG
 JK0276
 JK0276                          STATION DESCRIPTION
 JK0276
 JK0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JK0276'3.6 MI S FROM COLORADO SPRINGS.
 JK0276'3.6 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 JK0276'COLORADO SPRINGS, THENCE 1.1 MILES SOUTH ALONG STATE HIGHWAY 115,
 JK0276'AT THE TOP OF A HILL, AT THE JUNCTION OF A SIDE ROAD LEADING
 JK0276'SOUTHWEST, 48 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 57 FEET
 JK0276'SOUTH OF THE SOUTHEAST CORNER OF A CATTLE GUARD, AND 18 FEET WEST
 JK0276'OF A FENCE.  A STANDARD DISK, STAMPED D 110 1935 AND SET IN THE TOP
 JK0276'OF A CONCRETE POST.
 JK0276
 JK0276                          STATION RECOVERY (1975)
 JK0276
 JK0276'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 JK0276'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0002 ***********************************************************************
 JJ0002  DESIGNATION -  D 12
 JJ0002  PID         -  JJ0002
 JJ0002  STATE/COUNTY-  CO/CHEYENNE
 JJ0002  USGS QUAD   -  CHEYENNE WELLS (1982)
 JJ0002
 JJ0002                         *CURRENT SURVEY CONTROL
 JJ0002  ___________________________________________________________________
 JJ0002* NAD 83(1986)-  38 49 12.     (N)    102 20 34.     (W)     SCALED    
 JJ0002* NAVD 88     -      1301.912  (meters)    4271.36   (feet)  ADJUSTED  
 JJ0002  ___________________________________________________________________
 JJ0002  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 JJ0002  DYNAMIC HT  -        1300.720 (meters)    4267.45  (feet)  COMP
 JJ0002  MODELED GRAV-     979,667.0   (mgal)                       NAVD 88
 JJ0002
 JJ0002  VERT ORDER  -  FIRST     CLASS II
 JJ0002
 JJ0002.The horizontal coordinates were scaled from a topographic map and have
 JJ0002.an estimated accuracy of +/- 6 seconds.
 JJ0002
 JJ0002.The orthometric height was determined by differential leveling
 JJ0002.and adjusted by the National Geodetic Survey in June 1991..
 JJ0002
 JJ0002.The geoid height was determined by GEOID03.
 JJ0002
 JJ0002.The dynamic height is computed by dividing the NAVD 88
 JJ0002.geopotential number by the normal gravity value computed on the
 JJ0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0002.degrees latitude (g = 980.6199 gals.).
 JJ0002
 JJ0002.The modeled gravity was interpolated from observed gravity values.
 JJ0002
 JJ0002;                    North         East    Units  Estimated Accuracy
 JJ0002;SPC CO C     -   419,090.    1,188,520.      MT  (+/- 180 meters Scaled)
 JJ0002
 JJ0002                          SUPERSEDED SURVEY CONTROL
 JJ0002
 JJ0002  NGVD 29 (??/??/92) 1301.390  (m)         4269.64   (f) ADJ UNCH    1 2
 JJ0002
 JJ0002.Superseded values are not recommended for survey control.
 JJ0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0002.See file dsdata.txt to determine how the superseded data were derived.
 JJ0002
 JJ0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD306001(NAD 83)
 JJ0002_MARKER: DB = BENCH MARK DISK
 JJ0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0002_STAMPING: D 12 1926 4269.647
 JJ0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0002+STABILITY: SURFACE MOTION
 JJ0002
 JJ0002  HISTORY     - Date     Condition        Report By
 JJ0002  HISTORY     - 1926     MONUMENTED       CGS
 JJ0002  HISTORY     - 1952     GOOD             NGS
 JJ0002
 JJ0002                          STATION DESCRIPTION
 JJ0002
 JJ0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JJ0002'0.4 MI E FROM CHEYENNE WELLS.
 JJ0002'0.4 MILE EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 JJ0002'CHEYENNE WELLS, AT THE CROSSING OF STATE HIGHWAY 51, 43 FEET EAST
 JJ0002'OF THE CENTER LINE OF THE HIGHWAY, 43.7 FEET NORTH OF THE NORTH RAIL,
 JJ0002'3.7 FEET SOUTHEAST OF A FENCE CORNER, 3.3 FEET SOUTH OF A FENCE,
 JJ0002'2.6 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 JJ0002'WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0967 ***********************************************************************
 KK0967  DESIGNATION -  D 13
 KK0967  PID         -  KK0967
 KK0967  STATE/COUNTY-  CO/GRAND
 KK0967  USGS QUAD   -  FRASER (1957)
 KK0967
 KK0967                         *CURRENT SURVEY CONTROL
 KK0967  ___________________________________________________________________
 KK0967* NAD 83(1986)-  39 59 36.     (N)    105 50 15.     (W)     SCALED    
 KK0967* NAVD 88     -      2542.057  (meters)    8340.07   (feet)  ADJUSTED  
 KK0967  ___________________________________________________________________
 KK0967  GEOID HEIGHT-         -12.43  (meters)                     GEOID03
 KK0967  DYNAMIC HT  -        2539.211 (meters)    8330.73  (feet)  COMP
 KK0967  MODELED GRAV-     979,414.1   (mgal)                       NAVD 88
 KK0967
 KK0967  VERT ORDER  -  FIRST     CLASS II
 KK0967
 KK0967.The horizontal coordinates were scaled from a topographic map and have
 KK0967.an estimated accuracy of +/- 6 seconds.
 KK0967
 KK0967.The orthometric height was determined by differential leveling
 KK0967.and adjusted by the National Geodetic Survey in June 1991..
 KK0967
 KK0967.The geoid height was determined by GEOID03.
 KK0967
 KK0967.The dynamic height is computed by dividing the NAVD 88
 KK0967.geopotential number by the normal gravity value computed on the
 KK0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0967.degrees latitude (g = 980.6199 gals.).
 KK0967
 KK0967.The modeled gravity was interpolated from observed gravity values.
 KK0967
 KK0967;                    North         East    Units  Estimated Accuracy
 KK0967;SPC CO N     -   378,140.      885,580.      MT  (+/- 180 meters Scaled)
 KK0967
 KK0967                          SUPERSEDED SURVEY CONTROL
 KK0967
 KK0967  NGVD 29 (??/??/92) 2540.669  (m)         8335.51   (f) ADJ UNCH    1 2
 KK0967
 KK0967.Superseded values are not recommended for survey control.
 KK0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0967.See file dsdata.txt to determine how the superseded data were derived.
 KK0967
 KK0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE285273(NAD 83)
 KK0967_MARKER: DD = SURVEY DISK
 KK0967_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0967_SP_SET: WATER TANK
 KK0967_STAMPING: D 13 1924 COLO
 KK0967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0967
 KK0967  HISTORY     - Date     Condition        Report By
 KK0967  HISTORY     - 1924     MONUMENTED       USGS
 KK0967  HISTORY     - 1954     GOOD             NGS
 KK0967
 KK0967                          STATION DESCRIPTION
 KK0967
 KK0967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0967'AT TABERNASH.
 KK0967'AT TABERNASH, 12 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK OF
 KK0967'THE DENVER AND SALT LAKE RAILROAD, 1.0 FOOT ABOVE THE GROUND, SET
 KK0967'IN THE TOP OF THE SOUTHEAST CORNER OF THE CENTRAL FOUNDATION OF
 KK0967'THE RAILROAD WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0058 ***********************************************************************
 KJ0058  DESIGNATION -  D 13 RESET
 KJ0058  PID         -  KJ0058
 KJ0058  STATE/COUNTY-  CO/KIT CARSON
 KJ0058  USGS QUAD   -  BURLINGTON (1984)
 KJ0058
 KJ0058                         *CURRENT SURVEY CONTROL
 KJ0058  ___________________________________________________________________
 KJ0058* NAD 83(1986)-  39 19 48.     (N)    102 15 36.     (W)     SCALED    
 KJ0058* NAVD 88     -      1259.717  (meters)    4132.92   (feet)  ADJUSTED  
 KJ0058  ___________________________________________________________________
 KJ0058  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 KJ0058  DYNAMIC HT  -        1258.609 (meters)    4129.29  (feet)  COMP
 KJ0058  MODELED GRAV-     979,704.2   (mgal)                       NAVD 88
 KJ0058
 KJ0058  VERT ORDER  -  FIRST     CLASS II
 KJ0058
 KJ0058.The horizontal coordinates were scaled from a topographic map and have
 KJ0058.an estimated accuracy of +/- 6 seconds.
 KJ0058
 KJ0058.The orthometric height was determined by differential leveling
 KJ0058.and adjusted by the National Geodetic Survey in June 1991..
 KJ0058
 KJ0058.The geoid height was determined by GEOID03.
 KJ0058
 KJ0058.The dynamic height is computed by dividing the NAVD 88
 KJ0058.geopotential number by the normal gravity value computed on the
 KJ0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0058.degrees latitude (g = 980.6199 gals.).
 KJ0058
 KJ0058.The modeled gravity was interpolated from observed gravity values.
 KJ0058
 KJ0058;                    North         East    Units  Estimated Accuracy
 KJ0058;SPC CO C     -   475,920.    1,193,690.      MT  (+/- 180 meters Scaled)
 KJ0058
 KJ0058                          SUPERSEDED SURVEY CONTROL
 KJ0058
 KJ0058  NGVD 29 (??/??/92) 1259.188  (m)         4131.19   (f) ADJ UNCH    1 2
 KJ0058
 KJ0058.Superseded values are not recommended for survey control.
 KJ0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0058.See file dsdata.txt to determine how the superseded data were derived.
 KJ0058
 KJ0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD361569(NAD 83)
 KJ0058_MARKER: DB = BENCH MARK DISK
 KJ0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0058_STAMPING: 4131.238 D 13 1926 RESET
 KJ0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0058+STABILITY: SURFACE MOTION
 KJ0058
 KJ0058  HISTORY     - Date     Condition        Report By
 KJ0058  HISTORY     - 1926     MONUMENTED       CGS
 KJ0058  HISTORY     - 1942     GOOD             NGS
 KJ0058
 KJ0058                          STATION DESCRIPTION
 KJ0058
 KJ0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KJ0058'2.5 MI N FROM BURLINGTON.
 KJ0058'2.5 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE COUNTY COURTHOUSE
 KJ0058'AT BURLINGTON, 1.5 MILES NORTH OF THE CROSSING OF THE CHICAGO ROCK
 KJ0058'ISLAND AND PACIFIC RAILROAD, AT THE NORTHEAST CORNER OF SECTION 25,
 KJ0058'T 8 S, R 44 W, 61 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION
 KJ0058'OF AN EAST-AND-WEST SECTION-LINE ROAD, 45 FEET WEST OF THE
 KJ0058'CENTERLINE OF THE HIGHWAY, 36 FEET SOUTH OF THE CENTERLINE OF
 KJ0058'THE ROAD, IN LINE WITH A ROW OF POLES, 8 FEET SOUTH OF A POLE, 6
 KJ0058'FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF THE FENCE, 3 FEET
 KJ0058'NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.
 KJ0058'A STANDARD DISK, STAMPED 4131.238 D 13 1926 RESET, AND SET IN THE
 KJ0058'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0099 ***********************************************************************
 LM0099  DESIGNATION -  D 131
 LM0099  PID         -  LM0099
 LM0099  STATE/COUNTY-  CO/JACKSON
 LM0099  USGS QUAD   -  NORTHGATE (1950)
 LM0099
 LM0099                         *CURRENT SURVEY CONTROL
 LM0099  ___________________________________________________________________
 LM0099* NAD 83(1986)-  40 56 28.     (N)    106 20 10.     (W)     SCALED    
 LM0099* NAVD 88     -      2396.869  (meters)    7863.73   (feet)  ADJUSTED  
 LM0099  ___________________________________________________________________
 LM0099  GEOID HEIGHT-         -11.31  (meters)                     GEOID03
 LM0099  DYNAMIC HT  -        2394.485 (meters)    7855.91  (feet)  COMP
 LM0099  MODELED GRAV-     979,542.8   (mgal)                       NAVD 88
 LM0099
 LM0099  VERT ORDER  -  SECOND    CLASS 0
 LM0099
 LM0099.The horizontal coordinates were scaled from a topographic map and have
 LM0099.an estimated accuracy of +/- 6 seconds.
 LM0099
 LM0099.The orthometric height was determined by differential leveling
 LM0099.and adjusted by the National Geodetic Survey in June 1991..
 LM0099
 LM0099.The geoid height was determined by GEOID03.
 LM0099
 LM0099.The dynamic height is computed by dividing the NAVD 88
 LM0099.geopotential number by the normal gravity value computed on the
 LM0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0099.degrees latitude (g = 980.6199 gals.).
 LM0099
 LM0099.The modeled gravity was interpolated from observed gravity values.
 LM0099
 LM0099;                    North         East    Units  Estimated Accuracy
 LM0099;SPC CO N     -   483,650.      843,990.      MT  (+/- 180 meters Scaled)
 LM0099
 LM0099                          SUPERSEDED SURVEY CONTROL
 LM0099
 LM0099  NGVD 29 (??/??/92) 2395.560  (m)         7859.43   (f) ADJ UNCH    2 0
 LM0099
 LM0099.Superseded values are not recommended for survey control.
 LM0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0099.See file dsdata.txt to determine how the superseded data were derived.
 LM0099
 LM0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF875330(NAD 83)
 LM0099_MARKER: DB = BENCH MARK DISK
 LM0099_SETTING: 80 = SET IN A BOULDER
 LM0099_SP_SET: BOULDER
 LM0099_STAMPING: D 131 1934
 LM0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0099+STABILITY: SURFACE MOTION
 LM0099
 LM0099  HISTORY     - Date     Condition        Report By
 LM0099  HISTORY     - 1934     MONUMENTED       CGS
 LM0099  HISTORY     - 1949     GOOD             USGS
 LM0099  HISTORY     - 1977     GOOD             DOD
 LM0099
 LM0099                          STATION DESCRIPTION
 LM0099
 LM0099'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 LM0099'6.4 MI NW FROM NORTHGATE.
 LM0099'6.4 MILES NORTHWEST OF NORTHGATE, THIS BENCH MARK MAY BE REACHED FROM
 LM0099'COWDREY BY GOING 6.6 MILES NORTH ALONG STATE HIGHWAY 125, THENCE 0.8
 LM0099'MILE EAST THROUGH A POLE GATE ON OLD STATE HIGHWAY 125.  IT IS ON THE
 LM0099'OLD NORTHGATE-ENCAMPMENT ROAD, 105 FEET EAST OF A SPRING AT THE EDGE
 LM0099'OF THE ROAD, 91 FEET EAST OF THE CENTERLINE OF THE ROAD, 22 FEET
 LM0099'NORTHWEST OF THE APEX OF A ROCK OUTCROP, IN THE TOP OF A GRANITE
 LM0099'BOULDER, AND ABOUT 6 FEET HIGHER THAN THE ROAD.  A STANDARD DISK,
 LM0099'STAMPED D 131 1934.
 LM0099
 LM0099                          STATION RECOVERY (1977)
 LM0099
 LM0099'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1977
 LM0099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0314 ***********************************************************************
 LM0314  DESIGNATION -  D 132
 LM0314  PID         -  LM0314
 LM0314  STATE/COUNTY-  CO/ROUTT
 LM0314  USGS QUAD   -  HAHNS PEAK (1962)
 LM0314
 LM0314                         *CURRENT SURVEY CONTROL
 LM0314  ___________________________________________________________________
 LM0314* NAD 83(1986)-  40 48 23.     (N)    106 56 39.     (W)     SCALED    
 LM0314* NAVD 88     -      2478.912  (meters)    8132.90   (feet)  ADJUSTED  
 LM0314  ___________________________________________________________________
 LM0314  GEOID HEIGHT-         -11.91  (meters)                     GEOID03
 LM0314  DYNAMIC HT  -        2476.374 (meters)    8124.57  (feet)  COMP
 LM0314  MODELED GRAV-     979,510.8   (mgal)                       NAVD 88
 LM0314
 LM0314  VERT ORDER  -  SECOND    CLASS 0
 LM0314
 LM0314.The horizontal coordinates were scaled from a topographic map and have
 LM0314.an estimated accuracy of +/- 6 seconds.
 LM0314
 LM0314.The orthometric height was determined by differential leveling
 LM0314.and adjusted by the National Geodetic Survey in June 1991..
 LM0314
 LM0314.The geoid height was determined by GEOID03.
 LM0314
 LM0314.The dynamic height is computed by dividing the NAVD 88
 LM0314.geopotential number by the normal gravity value computed on the
 LM0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0314.degrees latitude (g = 980.6199 gals.).
 LM0314
 LM0314.The modeled gravity was interpolated from observed gravity values.
 LM0314
 LM0314;                    North         East    Units  Estimated Accuracy
 LM0314;SPC CO N     -   469,350.      792,550.      MT  (+/- 180 meters Scaled)
 LM0314
 LM0314                          SUPERSEDED SURVEY CONTROL
 LM0314
 LM0314  NGVD 29 (??/??/92) 2477.521  (m)         8128.33   (f) ADJ UNCH    2 0
 LM0314
 LM0314.Superseded values are not recommended for survey control.
 LM0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0314.See file dsdata.txt to determine how the superseded data were derived.
 LM0314
 LM0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF360190(NAD 83)
 LM0314_MARKER: DB = BENCH MARK DISK
 LM0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0314_STAMPING: D 132 1934
 LM0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0314+STABILITY: SURFACE MOTION
 LM0314
 LM0314  HISTORY     - Date     Condition        Report By
 LM0314  HISTORY     - 1934     MONUMENTED       CGS
 LM0314
 LM0314                          STATION DESCRIPTION
 LM0314
 LM0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LM0314'IN HAHNS PEAK.
 LM0314'AT HAHNS PEAK, ROUTT COUNTY, AT THE PUBLIC SCHOOL, IN THE NORTHEAST
 LM0314'CORNER OF THE YARD, AND 38 FEET NORTH OF THE NORTH CORNER OF THE
 LM0314'SCHOOL BUILDING.  A STANDARD DISK, STAMPED D 132 1934 AND SET IN THE
 LM0314'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0160 ***********************************************************************
 LM0160  DESIGNATION -  D 133
 LM0160  PID         -  LM0160
 LM0160  STATE/COUNTY-  CO/JACKSON
 LM0160  USGS QUAD   -  JACK CREEK RANCH (1956)
 LM0160
 LM0160                         *CURRENT SURVEY CONTROL
 LM0160  ___________________________________________________________________
 LM0160* NAD 83(1986)-  40 25 15.     (N)    106 07 15.     (W)     SCALED    
 LM0160* NAVD 88     -      2701.725  (meters)    8863.91   (feet)  ADJUSTED  
 LM0160  ___________________________________________________________________
 LM0160  GEOID HEIGHT-         -11.98  (meters)                     GEOID03
 LM0160  DYNAMIC HT  -        2698.706 (meters)    8854.00  (feet)  COMP
 LM0160  MODELED GRAV-     979,409.7   (mgal)                       NAVD 88
 LM0160
 LM0160  VERT ORDER  -  SECOND    CLASS 0
 LM0160
 LM0160.The horizontal coordinates were scaled from a topographic map and have
 LM0160.an estimated accuracy of +/- 6 seconds.
 LM0160
 LM0160.The orthometric height was determined by differential leveling
 LM0160.and adjusted by the National Geodetic Survey in June 1991..
 LM0160
 LM0160.The geoid height was determined by GEOID03.
 LM0160
 LM0160.The dynamic height is computed by dividing the NAVD 88
 LM0160.geopotential number by the normal gravity value computed on the
 LM0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0160.degrees latitude (g = 980.6199 gals.).
 LM0160
 LM0160.The modeled gravity was interpolated from observed gravity values.
 LM0160
 LM0160;                    North         East    Units  Estimated Accuracy
 LM0160;SPC CO N     -   425,730.      861,720.      MT  (+/- 180 meters Scaled)
 LM0160
 LM0160                          SUPERSEDED SURVEY CONTROL
 LM0160
 LM0160  NGVD 29 (??/??/92) 2700.238  (m)         8859.03   (f) ADJ UNCH    2 0
 LM0160
 LM0160.Superseded values are not recommended for survey control.
 LM0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0160.See file dsdata.txt to determine how the superseded data were derived.
 LM0160
 LM0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE049750(NAD 83)
 LM0160_MARKER: DB = BENCH MARK DISK
 LM0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0160_STAMPING: D 133 1934
 LM0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0160+STABILITY: SURFACE MOTION
 LM0160
 LM0160  HISTORY     - Date     Condition        Report By
 LM0160  HISTORY     - 1934     MONUMENTED       CGS
 LM0160  HISTORY     - 1954     MARK NOT FOUND   NGS
 LM0160
 LM0160                          STATION DESCRIPTION
 LM0160
 LM0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LM0160'4.2 MI SE FROM RAND.
 LM0160'ABOUT 4.2 MILES SOUTHEAST ALONG STATE HIGHWAY 125 FROM RAND, JACKSON
 LM0160'COUNTY, AT THE JUNCTION WITH A ROAD LEADING WEST TO A RANCH, 65 FEET
 LM0160'SOUTHEAST OF THE INTERSECTION OF THE CENTER LINES, ABOUT 155 FEET
 LM0160'NORTHWEST OF A CATTLE GUARD ON THE RANCH ROAD, ABOUT 120 FEET EAST OF
 LM0160'THE SIGN ROSLYN RANCH, 40 FEET SOUTH OF THE CENTER LINE OF THE
 LM0160'HIGHWAY, AND 1 FOOT EAST OF A FENCE.  A STANDARD DISK, STAMPED D 133
 LM0160'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT MAY HAVE BEEN
 LM0160'DESTROYED WHEN THE HIGHWAY WAS WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0918 ***********************************************************************
 LL0918  DESIGNATION -  D 135
 LL0918  PID         -  LL0918
 LL0918  STATE/COUNTY-  CO/LARIMER
 LL0918  USGS QUAD   -  RUSTIC (1962)
 LL0918
 LL0918                         *CURRENT SURVEY CONTROL
 LL0918  ___________________________________________________________________
 LL0918* NAD 83(1986)-  40 41 24.     (N)    105 30 37.     (W)     SCALED    
 LL0918* NAVD 88     -      2097.548  (meters)    6881.71   (feet)  ADJUSTED  
 LL0918  ___________________________________________________________________
 LL0918  GEOID HEIGHT-         -12.31  (meters)                     GEOID03
 LL0918  DYNAMIC HT  -        2095.576 (meters)    6875.24  (feet)  COMP
 LL0918  MODELED GRAV-     979,609.1   (mgal)                       NAVD 88
 LL0918
 LL0918  VERT ORDER  -  SECOND    CLASS 0
 LL0918
 LL0918.The horizontal coordinates were scaled from a topographic map and have
 LL0918.an estimated accuracy of +/- 6 seconds.
 LL0918
 LL0918.The orthometric height was determined by differential leveling
 LL0918.and adjusted by the National Geodetic Survey in June 1991..
 LL0918
 LL0918.The geoid height was determined by GEOID03.
 LL0918
 LL0918.The dynamic height is computed by dividing the NAVD 88
 LL0918.geopotential number by the normal gravity value computed on the
 LL0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0918.degrees latitude (g = 980.6199 gals.).
 LL0918
 LL0918.The modeled gravity was interpolated from observed gravity values.
 LL0918
 LL0918;                    North         East    Units  Estimated Accuracy
 LL0918;SPC CO N     -   455,440.      913,530.      MT  (+/- 180 meters Scaled)
 LL0918
 LL0918                          SUPERSEDED SURVEY CONTROL
 LL0918
 LL0918  NGVD 29 (??/??/92) 2096.410  (m)         6877.97   (f) ADJ UNCH    2 0
 LL0918
 LL0918.Superseded values are not recommended for survey control.
 LL0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0918.See file dsdata.txt to determine how the superseded data were derived.
 LL0918
 LL0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF568044(NAD 83)
 LL0918_MARKER: DB = BENCH MARK DISK
 LL0918_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LL0918_SP_SET: BRIDGE
 LL0918_STAMPING: D 135 1934
 LL0918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0918
 LL0918  HISTORY     - Date     Condition        Report By
 LL0918  HISTORY     - 1934     MONUMENTED       CGS
 LL0918
 LL0918                          STATION DESCRIPTION
 LL0918
 LL0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0918'24.4 MI E FROM CHAMBERS LAKE.
 LL0918'24.4 MILES EAST OF, ALONG HWY, 14. FROM JCT. OF ROADS ABOUT .7
 LL0918'MILE WEST OF EGGERS STORE, IN THE EXTREME NORTH END OF WEST RETAINING
 LL0918'WALL OF STEEL HIGHWAY BRIDGE OVER CADIE LAPOUDRE RIVER, IN THE TOP
 LL0918'OF GUARD WALL, 2 FEET NORTH OF NORTH EDGE OF BRIDGE, 2 FEET SOUTH
 LL0918'OF NORTH END OF WALL, BRONZE TABLET SET HORIZONTALLY IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0453 ***********************************************************************
 KL0453  DESIGNATION -  D 138
 KL0453  PID         -  KL0453
 KL0453  STATE/COUNTY-  CO/GRAND
 KL0453  USGS QUAD   -  RADIUM (1972)
 KL0453
 KL0453                         *CURRENT SURVEY CONTROL
 KL0453  ___________________________________________________________________
 KL0453* NAD 83(1986)-  39 59 16.     (N)    106 31 00.     (W)     SCALED    
 KL0453* NAVD 88     -      2158.907  (meters)    7083.01   (feet)  ADJUSTED  
 KL0453  ___________________________________________________________________
 KL0453  GEOID HEIGHT-         -12.64  (meters)                     GEOID03
 KL0453  DYNAMIC HT  -        2156.494 (meters)    7075.10  (feet)  COMP
 KL0453  MODELED GRAV-     979,432.4   (mgal)                       NAVD 88
 KL0453
 KL0453  VERT ORDER  -  SECOND    CLASS 0
 KL0453
 KL0453.The horizontal coordinates were scaled from a topographic map and have
 KL0453.an estimated accuracy of +/- 6 seconds.
 KL0453
 KL0453.The orthometric height was determined by differential leveling
 KL0453.and adjusted by the National Geodetic Survey in June 1991..
 KL0453
 KL0453.The geoid height was determined by GEOID03.
 KL0453
 KL0453.The dynamic height is computed by dividing the NAVD 88
 KL0453.geopotential number by the normal gravity value computed on the
 KL0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0453.degrees latitude (g = 980.6199 gals.).
 KL0453
 KL0453.The modeled gravity was interpolated from observed gravity values.
 KL0453
 KL0453;                    North         East    Units  Estimated Accuracy
 KL0453;SPC CO N     -   377,960.      827,570.      MT  (+/- 180 meters Scaled)
 KL0453
 KL0453                          SUPERSEDED SURVEY CONTROL
 KL0453
 KL0453  NGVD 29 (??/??/92) 2157.477  (m)         7078.32   (f) ADJ UNCH    2 0
 KL0453
 KL0453.Superseded values are not recommended for survey control.
 KL0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0453.See file dsdata.txt to determine how the superseded data were derived.
 KL0453
 KL0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCE705275(NAD 83)
 KL0453_MARKER: DB = BENCH MARK DISK
 KL0453_SETTING: 80 = SET IN A BOULDER
 KL0453_SP_SET: BOULDER
 KL0453_STAMPING: D 138 1934
 KL0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0453+STABILITY: SURFACE MOTION
 KL0453
 KL0453  HISTORY     - Date     Condition        Report By
 KL0453  HISTORY     - 1934     MONUMENTED       CGS
 KL0453
 KL0453                          STATION DESCRIPTION
 KL0453
 KL0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KL0453'0.8 MI SW FROM AZURE.
 KL0453'0.8 MILE SOUTHWEST ALONG THE DENVER AND SALT LAKE RAILWAY FROM THE
 KL0453'STATION AT AZURE, GRAND COUNTY, 270 FEET SOUTHWEST OF MILEPOST 112,
 KL0453'0.3 MILE SOUTH OF A ROAD CROSSING, 100 FEET SOUTHWEST OF THE WEST END
 KL0453'OF A CONCRETE CULVERT UNDER THE CENTER OF A RAILWAY FILL 1,000 FEET
 KL0453'LONG AND 40 FEET HIGH, 50 FEET SOUTH OF THE MORE SOUTHERLY ONE OF TWO
 KL0453'GULLEYS, DIRECTLY IN THE SOUTHERN PROJECTION OF THE LINE BETWEEN
 KL0453'MILEPOST 112 AND AN S-POST, 120 FEET WEST OF THE TRACK, 20 FEET WEST
 KL0453'OF A FENCE, 15 FEET LOWER THAN THE TRACK, AT THE SOUTHEAST EDGE OF A
 KL0453'ROCK OUTCROP, AND IN THE TOP OF THE SOUTHEAST EDGE OF A 7 BY 6 BY 4
 KL0453'FOOT BOULDER.  A STANDARD DISK, STAMPED D 138 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0062 ***********************************************************************
 LK0062  DESIGNATION -  D 14
 LK0062  PID         -  LK0062
 LK0062  STATE/COUNTY-  CO/YUMA
 LK0062  USGS QUAD   -  WRAY (1984)
 LK0062
 LK0062                         *CURRENT SURVEY CONTROL
 LK0062  ___________________________________________________________________
 LK0062* NAD 83(1986)-  40 02 47.     (N)    102 13 40.     (W)     SCALED    
 LK0062* NAVD 88     -      1160.521  (meters)    3807.48   (feet)  ADJUSTED  
 LK0062  ___________________________________________________________________
 LK0062  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 LK0062  DYNAMIC HT  -        1159.641 (meters)    3804.59  (feet)  COMP
 LK0062  MODELED GRAV-     979,826.8   (mgal)                       NAVD 88
 LK0062
 LK0062  VERT ORDER  -  FIRST     CLASS II
 LK0062
 LK0062.The horizontal coordinates were scaled from a topographic map and have
 LK0062.an estimated accuracy of +/- 6 seconds.
 LK0062
 LK0062.The orthometric height was determined by differential leveling
 LK0062.and adjusted by the National Geodetic Survey in June 1991..
 LK0062
 LK0062.The geoid height was determined by GEOID03.
 LK0062
 LK0062.The dynamic height is computed by dividing the NAVD 88
 LK0062.geopotential number by the normal gravity value computed on the
 LK0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0062.degrees latitude (g = 980.6199 gals.).
 LK0062
 LK0062.The modeled gravity was interpolated from observed gravity values.
 LK0062
 LK0062;                    North         East    Units  Estimated Accuracy
 LK0062;SPC CO N     -   389,120.    1,193,570.      MT  (+/- 180 meters Scaled)
 LK0062
 LK0062                          SUPERSEDED SURVEY CONTROL
 LK0062
 LK0062  NGVD 29 (??/??/92) 1160.046  (m)         3805.92   (f) ADJ UNCH    1 2
 LK0062
 LK0062.Superseded values are not recommended for survey control.
 LK0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0062.See file dsdata.txt to determine how the superseded data were derived.
 LK0062
 LK0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE364365(NAD 83)
 LK0062_MARKER: DB = BENCH MARK DISK
 LK0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0062_STAMPING: 3805.918 D 14 1926
 LK0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0062+STABILITY: SURFACE MOTION
 LK0062
 LK0062  HISTORY     - Date     Condition        Report By
 LK0062  HISTORY     - 1926     MONUMENTED       CGS
 LK0062  HISTORY     - 1959     GOOD             NGS
 LK0062
 LK0062                          STATION DESCRIPTION
 LK0062
 LK0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LK0062'2.5 MI S FROM WRAY.
 LK0062'2-1/2 MILES SOUTH ALONG STATE HIGHWAY 51 FROM WRAY, AT A TURN TO
 LK0062'THE EAST, 29.2 FEET WEST OF THE PROLONGATION OF THE HIGHWAY,
 LK0062'42.6 FEET SOUTH OF AN EAST-AND-WEST ROAD, AND 1.3 FEET EAST OF
 LK0062'A NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED 3805.918 D
 LK0062'14 1926 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 LK0062'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0039 ***********************************************************************
 JM0039  DESIGNATION -  D 141
 JM0039  PID         -  JM0039
 JM0039  STATE/COUNTY-  CO/MESA
 JM0039  USGS QUAD   -  WHITEWATER (1969)
 JM0039
 JM0039                         *CURRENT SURVEY CONTROL
 JM0039  ___________________________________________________________________
 JM0039* NAD 83(1986)-  38 54 59.     (N)    108 29 20.     (W)     SCALED    
 JM0039* NAVD 88     -      1795.928  (meters)    5892.14   (feet)  ADJUSTED  
 JM0039  ___________________________________________________________________
 JM0039  GEOID HEIGHT-         -16.58  (meters)                     GEOID03
 JM0039  DYNAMIC HT  -        1794.090 (meters)    5886.11  (feet)  COMP
 JM0039  MODELED GRAV-     979,540.3   (mgal)                       NAVD 88
 JM0039
 JM0039  VERT ORDER  -  SECOND    CLASS 0
 JM0039
 JM0039.The horizontal coordinates were scaled from a topographic map and have
 JM0039.an estimated accuracy of +/- 6 seconds.
 JM0039
 JM0039.The orthometric height was determined by differential leveling
 JM0039.and adjusted by the National Geodetic Survey in June 1991..
 JM0039
 JM0039.The geoid height was determined by GEOID03.
 JM0039
 JM0039.The dynamic height is computed by dividing the NAVD 88
 JM0039.geopotential number by the normal gravity value computed on the
 JM0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0039.degrees latitude (g = 980.6199 gals.).
 JM0039
 JM0039.The modeled gravity was interpolated from observed gravity values.
 JM0039
 JM0039;                    North         East    Units  Estimated Accuracy
 JM0039;SPC CO C     -   429,290.      655,240.      MT  (+/- 180 meters Scaled)
 JM0039
 JM0039                          SUPERSEDED SURVEY CONTROL
 JM0039
 JM0039  NGVD 29 (??/??/92) 1794.832  (m)         5888.54   (f) ADJ UNCH    2 0
 JM0039
 JM0039.Superseded values are not recommended for survey control.
 JM0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0039.See file dsdata.txt to determine how the superseded data were derived.
 JM0039
 JM0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ177104(NAD 83)
 JM0039_MARKER: DB = BENCH MARK DISK
 JM0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0039_SP_SET: CONCRETE POST
 JM0039_STAMPING: D 141 1934
 JM0039_MARK LOGO: CGS   
 JM0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0039+STABILITY: SURFACE MOTION
 JM0039
 JM0039  HISTORY     - Date     Condition        Report By
 JM0039  HISTORY     - 1934     MONUMENTED       CGS
 JM0039  HISTORY     - 1966     MARK NOT FOUND   USGS
 JM0039  HISTORY     - 1984     GOOD             NGS
 JM0039
 JM0039                          STATION DESCRIPTION
 JM0039
 JM0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0039'6.4 MI SW FROM WHITEWATER.
 JM0039'6.4 MILES SOUTHWEST OF, ALONG STATE HWY.141, FROM WHITEWATER R.R.
 JM0039'STATION.  300 FEET NORTHEAST OF TELEPHONE LINE ON TOP OF HILL.  100
 JM0039'FEET WEST OF OUTCROPPING OF SANDSTONE ROCK ON EAST SIDE OF HIGHWAY. 33
 JM0039'FEET WEST OF CENTERLINE OF STATE HWY. 141.  PRECAST CONCRETE POST SET
 JM0039'AT SUMMIT OF HIGHWAY OVER HILL.
 JM0039
 JM0039                          STATION RECOVERY (1966)
 JM0039
 JM0039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JM0039'MARK NOT FOUND.
 JM0039
 JM0039                          STATION RECOVERY (1984)
 JM0039
 JM0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JM0039'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  16.9 KM (10.5
 JM0039'MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH U.S.
 JM0039'HIGHWAY 6 IN GRAND JUNCTION, THENCE 1.8 KM (1.1 MI) SOUTHWEST ALONG
 JM0039'STATE HIGHWAY 141, THENCE 7.1 KM (4.4 MI) SOUTHERLY ALONG A DIRT
 JM0039'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0407 ***********************************************************************
 JL0407  DESIGNATION -  D 143
 JL0407  PID         -  JL0407
 JL0407  STATE/COUNTY-  CO/MONTROSE
 JL0407  USGS QUAD   -  MONTROSE WEST (1983)
 JL0407
 JL0407                         *CURRENT SURVEY CONTROL
 JL0407  ___________________________________________________________________
 JL0407* NAD 83(1986)-  38 25 53.     (N)    107 59 06.     (W)     SCALED    
 JL0407* NAVD 88     -      1919.583  (meters)    6297.83   (feet)  ADJUSTED  
 JL0407  ___________________________________________________________________
 JL0407  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 JL0407  DYNAMIC HT  -        1917.403 (meters)    6290.68  (feet)  COMP
 JL0407  MODELED GRAV-     979,424.7   (mgal)                       NAVD 88
 JL0407
 JL0407  VERT ORDER  -  SECOND    CLASS 0
 JL0407
 JL0407.The horizontal coordinates were scaled from a topographic map and have
 JL0407.an estimated accuracy of +/- 6 seconds.
 JL0407
 JL0407.The orthometric height was determined by differential leveling
 JL0407.and adjusted by the National Geodetic Survey in June 1991..
 JL0407
 JL0407.The geoid height was determined by GEOID03.
 JL0407
 JL0407.The dynamic height is computed by dividing the NAVD 88
 JL0407.geopotential number by the normal gravity value computed on the
 JL0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0407.degrees latitude (g = 980.6199 gals.).
 JL0407
 JL0407.The modeled gravity was interpolated from observed gravity values.
 JL0407
 JL0407;                    North         East    Units  Estimated Accuracy
 JL0407;SPC CO S     -   503,550.      697,450.      MT  (+/- 180 meters Scaled)
 JL0407
 JL0407                          SUPERSEDED SURVEY CONTROL
 JL0407
 JL0407  NGVD 29 (??/??/92) 1918.318  (m)         6293.68   (f) ADJ UNCH    2 0
 JL0407
 JL0407.Superseded values are not recommended for survey control.
 JL0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0407.See file dsdata.txt to determine how the superseded data were derived.
 JL0407
 JL0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC394579(NAD 83)
 JL0407_MARKER: DB = BENCH MARK DISK
 JL0407_SETTING: 80 = SET IN A BOULDER
 JL0407_SP_SET: BOULDER
 JL0407_STAMPING: D-143 1934
 JL0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0407+STABILITY: SURFACE MOTION
 JL0407
 JL0407  HISTORY     - Date     Condition        Report By
 JL0407  HISTORY     - 1934     MONUMENTED       CGS
 JL0407  HISTORY     - 1984     GOOD             NGS
 JL0407
 JL0407                          STATION DESCRIPTION
 JL0407
 JL0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0407'9.2 MI SW FROM MONTROSE.
 JL0407'9.2 MILES SOUTHWEST OF, ALONG STATE HIGHWAY 90, FROM MONTROSE COUNTY
 JL0407'COURT HOUSE.  ABOUT 0.5 MILE SOUTHWEST OF A.L.NEALS RANCH HOUSE.  500
 JL0407'FEET SOUTH OF TOP OF HIGHWAYGRADE WHICH DROPS DOWN INTO SHAVANO
 JL0407'VALLEY.  200 FEET NORTHEAST OF NORTH END OF HIGHWAY CURVE.  100 FEET
 JL0407'EAST OF CENTERLINE OF STATE HIGHWAY 90.  75 FEET EAST OF OLD AUTO JUNK
 JL0407'PILE.  BRONZE TABLET SET HORIZONTALLY IN WEST SIDE OF SANDSTONE
 JL0407'BOULDER, 20 FT. LONG.  15 FEET WIDE, 3 FEET HIGH.  BOULDER HAS B.M.
 JL0407'PAINTED IN WHITE ON WEST SIDE OF BOULDER.
 JL0407
 JL0407                          STATION RECOVERY (1984)
 JL0407
 JL0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0128 ***********************************************************************
 JM0128  DESIGNATION -  D 144
 JM0128  PID         -  JM0128
 JM0128  STATE/COUNTY-  CO/MONTROSE
 JM0128  USGS QUAD   -  NATURITA (1994)
 JM0128
 JM0128                         *CURRENT SURVEY CONTROL
 JM0128  ___________________________________________________________________
 JM0128* NAD 83(1986)-  38 13 52.     (N)    108 36 01.     (W)     SCALED    
 JM0128* NAVD 88     -      1625.841  (meters)    5334.11   (feet)  ADJUSTED  
 JM0128  ___________________________________________________________________
 JM0128  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 JM0128  DYNAMIC HT  -        1623.983 (meters)    5328.02  (feet)  COMP
 JM0128  MODELED GRAV-     979,430.2   (mgal)                       NAVD 88
 JM0128
 JM0128  VERT ORDER  -  SECOND    CLASS 0
 JM0128
 JM0128.The horizontal coordinates were scaled from a topographic map and have
 JM0128.an estimated accuracy of +/- 6 seconds.
 JM0128
 JM0128.The orthometric height was determined by differential leveling
 JM0128.and adjusted by the National Geodetic Survey in June 1991..
 JM0128
 JM0128.The geoid height was determined by GEOID03.
 JM0128
 JM0128.The dynamic height is computed by dividing the NAVD 88
 JM0128.geopotential number by the normal gravity value computed on the
 JM0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0128.degrees latitude (g = 980.6199 gals.).
 JM0128
 JM0128.The modeled gravity was interpolated from observed gravity values.
 JM0128
 JM0128;                    North         East    Units  Estimated Accuracy
 JM0128;SPC CO S     -   482,940.      643,010.      MT  (+/- 180 meters Scaled)
 JM0128
 JM0128                          SUPERSEDED SURVEY CONTROL
 JM0128
 JM0128  NGVD 29 (??/??/92) 1624.635  (m)         5330.16   (f) ADJ UNCH    2 0
 JM0128
 JM0128.Superseded values are not recommended for survey control.
 JM0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0128.See file dsdata.txt to determine how the superseded data were derived.
 JM0128
 JM0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH100341(NAD 83)
 JM0128_MARKER: DB = BENCH MARK DISK
 JM0128_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JM0128_SP_SET: BRIDGE
 JM0128_STAMPING: D-144 1934
 JM0128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JM0128
 JM0128  HISTORY     - Date     Condition        Report By
 JM0128  HISTORY     - 1934     MONUMENTED       CGS
 JM0128  HISTORY     - 1964     MARK NOT FOUND   USGS
 JM0128
 JM0128                          STATION DESCRIPTION
 JM0128
 JM0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0128'2.3 MI NW FROM NATURITA.
 JM0128'2.3 MILES NORTHWEST OF, ALONG STATE HWY. 90, FROM PUBLIC SCHOOL. ABOUT
 JM0128'.1 MILE SOUTHEAST OF JUNCTION OF STATE HWY. 141 AND STATE HWY. 90. 20
 JM0128'FEET SOUTH OF CENTERLINE OF STATE HWY. 90.  10 FEET SOUTHEAST OF
 JM0128'SOUTHEAST CORNER OF STEEL HIGHWAY BRIDGE OVER DRY CREEK.  6 FEET
 JM0128'NORTHWEST OF SOUTHEAST END OF WINGWALL.  BRONZE TABLET SET
 JM0128'HORIZONTALLY IN TOP OF SOUTHEAST CONCRETE WINGWALL TO STEEL HIGHWAY
 JM0128'BRIDGE OVER DRY CREEK.
 JM0128
 JM0128                          STATION RECOVERY (1964)
 JM0128
 JM0128'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JM0128'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0160 ***********************************************************************
 JM0160  DESIGNATION -  D 145
 JM0160  PID         -  JM0160
 JM0160  STATE/COUNTY-  CO/MONTROSE
 JM0160  USGS QUAD   -  PARADOX (1994)
 JM0160
 JM0160                         *CURRENT SURVEY CONTROL
 JM0160  ___________________________________________________________________
 JM0160* NAD 83(1986)-  38 21 01.     (N)    108 59 01.     (W)     SCALED    
 JM0160* NAVD 88     -      1841.927  (meters)    6043.06   (feet)  ADJUSTED  
 JM0160  ___________________________________________________________________
 JM0160  GEOID HEIGHT-         -18.62  (meters)                     GEOID03
 JM0160  DYNAMIC HT  -        1839.852 (meters)    6036.25  (feet)  COMP
 JM0160  MODELED GRAV-     979,437.1   (mgal)                       NAVD 88
 JM0160
 JM0160  VERT ORDER  -  SECOND    CLASS 0
 JM0160
 JM0160.The horizontal coordinates were scaled from a topographic map and have
 JM0160.an estimated accuracy of +/- 6 seconds.
 JM0160
 JM0160.The orthometric height was determined by differential leveling
 JM0160.and adjusted by the National Geodetic Survey in June 1991..
 JM0160
 JM0160.The geoid height was determined by GEOID03.
 JM0160
 JM0160.The dynamic height is computed by dividing the NAVD 88
 JM0160.geopotential number by the normal gravity value computed on the
 JM0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0160.degrees latitude (g = 980.6199 gals.).
 JM0160
 JM0160.The modeled gravity was interpolated from observed gravity values.
 JM0160
 JM0160;                    North         East    Units  Estimated Accuracy
 JM0160;SPC CO S     -   497,340.      609,960.      MT  (+/- 180 meters Scaled)
 JM0160
 JM0160                          SUPERSEDED SURVEY CONTROL
 JM0160
 JM0160  NGVD 29 (??/??/92) 1840.779  (m)         6039.29   (f) ADJ UNCH    2 0
 JM0160
 JM0160.Superseded values are not recommended for survey control.
 JM0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0160.See file dsdata.txt to determine how the superseded data were derived.
 JM0160
 JM0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH761466(NAD 83)
 JM0160_MARKER: DB = BENCH MARK DISK
 JM0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0160_STAMPING: D-145 1934
 JM0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0160+STABILITY: SURFACE MOTION
 JM0160
 JM0160  HISTORY     - Date     Condition        Report By
 JM0160  HISTORY     - 1934     MONUMENTED       CGS
 JM0160  HISTORY     - 1960     GOOD             USGS
 JM0160  HISTORY     - 19900518 GOOD             USPSQD
 JM0160
 JM0160                          STATION DESCRIPTION
 JM0160
 JM0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0160'3.0 MI SW FROM PARADOX.
 JM0160'3.0 MILES SOUTHWEST OF, ALONG STATE HWY 90, FROM PARADOX POST OFFICE.
 JM0160'ABOUT 1.4 MILES WEST OF FIRST SWITCH BACK OF BOTTOM OF HILL.  1.3
 JM0160'MILES NORTHWEST OF G.W. SPRADLINS FARM HOUSE.  .5 MILE NORTHEAST OF
 JM0160'SUMMIT OF HIGHWAY OVER PASS.  120 FEET SOUTHWEST OF WEST END OF
 JM0160'HIGHWAY CURVE.  36 FEET SOUTH OF CENTERLINE OF STATE HWY. 90.  TABLET
 JM0160'SET IN PRECAST CONCRETE POST.
 JM0160
 JM0160                          STATION RECOVERY (1960)
 JM0160
 JM0160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JM0160'RECOVERED IN GOOD CONDITION.
 JM0160
 JM0160                          STATION RECOVERY (1990)
 JM0160
 JM0160'RECOVERY NOTE BY US POWER SQUADRON 1990 (TGP)
 JM0160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0083 ***********************************************************************
 JM0083  DESIGNATION -  D 147
 JM0083  PID         -  JM0083
 JM0083  STATE/COUNTY-  CO/SAN MIGUEL
 JM0083  USGS QUAD   -  GURLEY CANYON (1975)
 JM0083
 JM0083                         *CURRENT SURVEY CONTROL
 JM0083  ___________________________________________________________________
 JM0083* NAD 83(1986)-  38 04 42.     (N)    108 10 23.     (W)     SCALED    
 JM0083* NAVD 88     -      2074.950  (meters)    6807.57   (feet)  ADJUSTED  
 JM0083  ___________________________________________________________________
 JM0083  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 JM0083  DYNAMIC HT  -        2072.349 (meters)    6799.03  (feet)  COMP
 JM0083  MODELED GRAV-     979,302.7   (mgal)                       NAVD 88
 JM0083
 JM0083  VERT ORDER  -  SECOND    CLASS 0
 JM0083
 JM0083.The horizontal coordinates were scaled from a topographic map and have
 JM0083.an estimated accuracy of +/- 6 seconds.
 JM0083
 JM0083.The orthometric height was determined by differential leveling
 JM0083.and adjusted by the National Geodetic Survey in June 1991..
 JM0083
 JM0083.The geoid height was determined by GEOID03.
 JM0083
 JM0083.The dynamic height is computed by dividing the NAVD 88
 JM0083.geopotential number by the normal gravity value computed on the
 JM0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0083.degrees latitude (g = 980.6199 gals.).
 JM0083
 JM0083.The modeled gravity was interpolated from observed gravity values.
 JM0083
 JM0083;                    North         East    Units  Estimated Accuracy
 JM0083;SPC CO S     -   464,830.      679,910.      MT  (+/- 180 meters Scaled)
 JM0083
 JM0083                          SUPERSEDED SURVEY CONTROL
 JM0083
 JM0083  NGVD 29 (??/??/92) 2073.560  (m)         6803.00   (f) ADJ UNCH    2 0
 JM0083
 JM0083.Superseded values are not recommended for survey control.
 JM0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0083.See file dsdata.txt to determine how the superseded data were derived.
 JM0083
 JM0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH479182(NAD 83)
 JM0083_MARKER: DB = BENCH MARK DISK
 JM0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0083_STAMPING: D-147 1934
 JM0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0083+STABILITY: SURFACE MOTION
 JM0083
 JM0083  HISTORY     - Date     Condition        Report By
 JM0083  HISTORY     - 1934     MONUMENTED       CGS
 JM0083  HISTORY     - 1964     MARK NOT FOUND   USGS
 JM0083
 JM0083                          STATION DESCRIPTION
 JM0083
 JM0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0083'8.9 MI NW FROM PLACERVILLE.
 JM0083'8.9 MILES NORTHWEST OF, ALONG STATE HWY. 145, FROM PLACERVILLE
 JM0083'RAILROAD STATION.  225 FEET SOUTHEAST OF CENTER OF MOUTH OF CANYON AT
 JM0083'INTERSECTION OF HIGHWAY.  50 FEET WEST OF TELEPHONE POLE NO. 1042. 42
 JM0083'FEET SOUTH OF TELEPHONE POLE NO. 1043.  40 FEET SOUTHWEST OF
 JM0083'CENTERLINE OF STATE HWY. 145.  PRECAST CONCRETE POST SET 8 FEET BELOW
 JM0083'LEVEL OF HIGHWAY.  TABLET SET IN PRECAST CONCRETE POST.
 JM0083
 JM0083                          STATION RECOVERY (1964)
 JM0083
 JM0083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JM0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0099 ***********************************************************************
 JM0099  DESIGNATION -  D 148
 JM0099  PID         -  JM0099
 JM0099  STATE/COUNTY-  CO/SAN MIGUEL
 JM0099  USGS QUAD   -  OAK HILL (1973)
 JM0099
 JM0099                         *CURRENT SURVEY CONTROL
 JM0099  ___________________________________________________________________
 JM0099* NAD 83(1992)-  38 01 25.84658(N)    108 15 46.71496(W)     ADJUSTED  
 JM0099* NAVD 88     -      2544.527  (meters)    8348.17   (feet)  ADJUSTED  
 JM0099  ___________________________________________________________________
 JM0099  X           -  -1,577,170.120 (meters)                     COMP
 JM0099  Y           -  -4,779,279.166 (meters)                     COMP
 JM0099  Z           -   3,909,085.987 (meters)                     COMP
 JM0099  LAPLACE CORR-           7.02  (seconds)                    DEFLEC99
 JM0099  ELLIP HEIGHT-        2527.00  (meters)          (12/03/02) GPS OBS
 JM0099  GEOID HEIGHT-         -17.53  (meters)                     GEOID03
 JM0099  DYNAMIC HT  -        2541.188 (meters)    8337.21  (feet)  COMP
 JM0099  MODELED GRAV-     979,225.1   (mgal)                       NAVD 88
 JM0099
 JM0099  HORZ ORDER  -  FIRST
 JM0099  VERT ORDER  -  SECOND    CLASS 0
 JM0099  ELLP ORDER  -  FOURTH    CLASS II
 JM0099
 JM0099.The horizontal coordinates were established by GPS observations
 JM0099.and adjusted by the National Geodetic Survey in March 1999..
 JM0099
 JM0099.The orthometric height was determined by differential leveling
 JM0099.and adjusted by the National Geodetic Survey in June 1991..
 JM0099
 JM0099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JM0099
 JM0099.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0099
 JM0099.The ellipsoidal height was determined by GPS observations
 JM0099.and is referenced to NAD 83.
 JM0099
 JM0099.The geoid height was determined by GEOID03.
 JM0099
 JM0099.The dynamic height is computed by dividing the NAVD 88
 JM0099.geopotential number by the normal gravity value computed on the
 JM0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0099.degrees latitude (g = 980.6199 gals.).
 JM0099
 JM0099.The modeled gravity was interpolated from observed gravity values.
 JM0099
 JM0099;                    North         East     Units Scale Factor Converg.
 JM0099;SPC CO S     -   459,014.221   671,848.711   MT  0.99995086   -1 41 41.1
 JM0099;SPC CO S     - 1,505,949.16  2,204,223.65   sFT  0.99995086   -1 41 41.1
 JM0099;UTM  12      - 4,211,997.087   740,247.770   MT  1.00031094   +1 41 12.4
 JM0099
 JM0099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0099!SPC CO S     -   0.99960364  x   0.99995086  =   0.99955452
 JM0099!UTM  12      -   0.99960364  x   1.00031094  =   0.99991445
 JM0099
 JM0099                          SUPERSEDED SURVEY CONTROL
 JM0099
 JM0099  ELLIP H (03/16/99) 2527.07   (m)                       GP(       ) 4 1
 JM0099  NAVD 88 (03/16/99) 2544.53   (m)         8348.2    (f) LEVELING    3  
 JM0099  NGVD 29 (??/??/92) 2543.067  (m)         8343.38   (f) ADJ UNCH    2 0
 JM0099
 JM0099.Superseded values are not recommended for survey control.
 JM0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0099.See file dsdata.txt to determine how the superseded data were derived.
 JM0099
 JM0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH4024811997(NAD 83)
 JM0099_MARKER: DB = BENCH MARK DISK
 JM0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0099_STAMPING: D 148 1934
 JM0099_MARK LOGO: CGS   
 JM0099_PROJECTION: FLUSH
 JM0099_MAGNETIC: N = NO MAGNETIC MATERIAL
 JM0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0099+STABILITY: SURFACE MOTION
 JM0099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0099+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1998
 JM0099
 JM0099  HISTORY     - Date     Condition        Report By
 JM0099  HISTORY     - 1934     MONUMENTED       CGS
 JM0099  HISTORY     - 19980122 GOOD             CODOT
 JM0099
 JM0099                          STATION DESCRIPTION
 JM0099
 JM0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0099'9.6 MI S FROM NORWOOD.
 JM0099'9.6 MILES SOUTH OF, ALONG STATE HWY. 147, FROM NORWOOD PUBLIC SCHOOL.
 JM0099'ABOUT 1.2 MILES SOUTH OF SUMMIT OF HIGHWAY OVER HILL.  1500 FEET SOUTH
 JM0099'OF SOUTH END OF SMALL LAKE.  225 FEET SOUTHEAST OF INTERSECTION OF
 JM0099'FENCE WITH RIGHT OF WAY FENCE.  150 FEET SOUTHEAST OF SOUTHWEST END OF
 JM0099'WOODEN BOX CULVERT UNDER HIGHWAY.  36 FEET SOUTHWEST OF CENTERLINE OF
 JM0099'STATE HWY. 147.  5 FEET NORTHEAST OF SOUTHWEST CORNER OF FENCE. 3 FEET
 JM0099'NORTHEAST OF TELEPHONE POLE NO. 265.  PRECAST CONCRETE POST SET ON
 JM0099'OUTSIDE OF HIGHWAY CURVE.  TABLET SET IN PRECAST CONCRETE POST.
 JM0099
 JM0099                          STATION RECOVERY (1998)
 JM0099
 JM0099'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (RSC)
 JM0099'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTH OF NORWOOD, 2 MI
 JM0099'(3.2 KM) NORTH OF THE WEST END OF GURLEY RESERVOIR AND 0.6 MI (1.0 KM)
 JM0099'NORTH OF OAK HILL, IN T 44 N, R 13 W.  OWNERSHIP--SAN MIGUEL COUNTY
 JM0099'ROAD RIGHT-OF-WAY TO REACH THE STATION FROM WHERE STATE HIGHWAY 145
 JM0099'MAKES A 90 DEGREE TURN TO THE NORTH IN THE WESTERN PART OF THE TOWN OF
 JM0099'NORWOOD, GO EAST FOR 2.0 MI (3.2 KM) TO THE INTERSECTION OF LONE CONE
 JM0099'ROAD.  TURN RIGHT, SOUTH, ON LONE CONE ROAD FOR 7.35 MI (11.83 KM) TO
 JM0099'THE MARK ON THE RIGHT THE MARK IS A STANDARD DISK SET INTO THE TOP OF
 JM0099'A SQUARE 15 CM CONCRETE POST, PROJECTING 8 CM ABOVE THE GROUND.  IT IS
 JM0099'14.4 M (47.2 FT) SOUTHEAST FROM A BRACE POLE FOR A POWER LINE THAT
 JM0099'CROSSES THE HIGHWAY, 13.1 M (43.0 FT) SOUTHWEST FROM THE CENTER LINE
 JM0099'OF LONE CONE ROAD, 1.7 M (5.6 FT) NORTHEAST FROM A FENCE POST WITH A
 JM0099'BRACE POLE THAT IS AT A TURN IN THE FENCE, 1.6 M (5.2 FT)
 JM0099'EAST-NORTHEAST FROM A RIGHT-OF-WAY FENCE, 0.5 M (1.6 FT) SOUTH FROM A
 JM0099'WITNESS POST AND ABOUT THE SAME LEVEL AS THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0305 ***********************************************************************
 HL0305  DESIGNATION -  D 149
 HL0305  PID         -  HL0305
 HL0305  STATE/COUNTY-  CO/SAN MIGUEL
 HL0305  USGS QUAD   -  MOUNT WILSON (1953)
 HL0305
 HL0305                         *CURRENT SURVEY CONTROL
 HL0305  ___________________________________________________________________
 HL0305* NAD 83(1986)-  37 52 00.     (N)    107 53 32.     (W)     SCALED    
 HL0305* NAVD 88     -      2728.456  (meters)    8951.61   (feet)  ADJUSTED  
 HL0305  ___________________________________________________________________
 HL0305  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 HL0305  DYNAMIC HT  -        2724.630 (meters)    8939.06  (feet)  COMP
 HL0305  MODELED GRAV-     979,129.1   (mgal)                       NAVD 88
 HL0305
 HL0305  VERT ORDER  -  SECOND    CLASS 0
 HL0305
 HL0305.The horizontal coordinates were scaled from a topographic map and have
 HL0305.an estimated accuracy of +/- 6 seconds.
 HL0305
 HL0305.The orthometric height was determined by differential leveling
 HL0305.and adjusted by the National Geodetic Survey in June 1991..
 HL0305
 HL0305.The geoid height was determined by GEOID03.
 HL0305
 HL0305.The dynamic height is computed by dividing the NAVD 88
 HL0305.geopotential number by the normal gravity value computed on the
 HL0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0305.degrees latitude (g = 980.6199 gals.).
 HL0305
 HL0305.The modeled gravity was interpolated from observed gravity values.
 HL0305
 HL0305;                    North         East    Units  Estimated Accuracy
 HL0305;SPC CO S     -   440,680.      703,940.      MT  (+/- 180 meters Scaled)
 HL0305
 HL0305                          SUPERSEDED SURVEY CONTROL
 HL0305
 HL0305  NGVD 29 (??/??/92) 2726.799  (m)         8946.17   (f) ADJ UNCH    2 0
 HL0305
 HL0305.Superseded values are not recommended for survey control.
 HL0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0305.See file dsdata.txt to determine how the superseded data were derived.
 HL0305
 HL0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB455949(NAD 83)
 HL0305_MARKER: DB = BENCH MARK DISK
 HL0305_SETTING: 80 = SET IN A BOULDER
 HL0305_SP_SET: BOULDER
 HL0305_STAMPING: D 149 1934
 HL0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0305+STABILITY: SURFACE MOTION
 HL0305
 HL0305  HISTORY     - Date     Condition        Report By
 HL0305  HISTORY     - 1934     MONUMENTED       CGS
 HL0305  HISTORY     - 1952     GOOD             NGS
 HL0305
 HL0305                          STATION DESCRIPTION
 HL0305
 HL0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HL0305'1.7 MI N FROM OPHIR.
 HL0305'1.7 MILES NORTH ALONG THE RIO GRANDE AND SOUTHERN RAILROAD ABANDONED
 HL0305'RIGHT-A-WAY AT OPHIR, SAN MIGUEL COUNTY, 1 MILE NORTH OF A DIRT ROAD
 HL0305'CROSSING, 475 FEET SOUTHEAST OF MILEPOST R 43, 12 FEET SOUTHWEST OF
 HL0305'THE CENTERLINE OF THE ABANDONED RIGHT-A-WAY, 25 FEET WEST OF A POLE,
 HL0305'IN THE TOP OF A LARGE 8X6 FOOT GRANITE BOULDER, AND 3 FEET ABOVE
 HL0305'GROUND.  A STANDARD DISK, STAMPED D 149 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0007 ***********************************************************************
 LK0007  DESIGNATION -  D 15
 LK0007  PID         -  LK0007
 LK0007  STATE/COUNTY-  CO/PHILLIPS
 LK0007  USGS QUAD   -  HOLYOKE NE (1962)
 LK0007
 LK0007                         *CURRENT SURVEY CONTROL
 LK0007  ___________________________________________________________________
 LK0007* NAD 83(1986)-  40 39 29.     (N)    102 18 00.     (W)     SCALED    
 LK0007* NAVD 88     -      1145.545  (meters)    3758.34   (feet)  ADJUSTED  
 LK0007  ___________________________________________________________________
 LK0007  GEOID HEIGHT-         -20.84  (meters)                     GEOID03
 LK0007  DYNAMIC HT  -        1144.741 (meters)    3755.70  (feet)  COMP
 LK0007  MODELED GRAV-     979,883.0   (mgal)                       NAVD 88
 LK0007
 LK0007  VERT ORDER  -  FIRST     CLASS II
 LK0007
 LK0007.The horizontal coordinates were scaled from a topographic map and have
 LK0007.an estimated accuracy of +/- 6 seconds.
 LK0007
 LK0007.The orthometric height was determined by differential leveling
 LK0007.and adjusted by the National Geodetic Survey in June 1991..
 LK0007
 LK0007.The geoid height was determined by GEOID03.
 LK0007
 LK0007.The dynamic height is computed by dividing the NAVD 88
 LK0007.geopotential number by the normal gravity value computed on the
 LK0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0007.degrees latitude (g = 980.6199 gals.).
 LK0007
 LK0007.The modeled gravity was interpolated from observed gravity values.
 LK0007
 LK0007;                    North         East    Units  Estimated Accuracy
 LK0007;SPC CO N     -   456,770.    1,184,960.      MT  (+/- 180 meters Scaled)
 LK0007
 LK0007                          SUPERSEDED SURVEY CONTROL
 LK0007
 LK0007  NGVD 29 (??/??/92) 1145.082  (m)         3756.82   (f) ADJ UNCH    1 2
 LK0007
 LK0007.Superseded values are not recommended for survey control.
 LK0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0007.See file dsdata.txt to determine how the superseded data were derived.
 LK0007
 LK0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF282043(NAD 83)
 LK0007_MARKER: DB = BENCH MARK DISK
 LK0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0007_STAMPING: 3756.823 D 15 1926
 LK0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0007+STABILITY: SURFACE MOTION
 LK0007
 LK0007  HISTORY     - Date     Condition        Report By
 LK0007  HISTORY     - 1926     MONUMENTED       CGS
 LK0007  HISTORY     - 1941     GOOD             NGS
 LK0007  HISTORY     - 1960     MARK NOT FOUND   USGS
 LK0007
 LK0007                          STATION DESCRIPTION
 LK0007
 LK0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LK0007'5 MI N FROM HOLYOKE.
 LK0007'ABOUT 5 MILES NORTH ALONG STATE HIGHWAY 51 FROM HOLYOKE, AT THE
 LK0007'INTERSECTION OF AN EAST-AND-WEST ROAD, 38.1 FEET NORTH OF THE ROAD,
 LK0007'30.3 FEET WEST OF THE HIGHWAY, 20 FEET EAST OF A POLE, AND 3.3 FT.
 LK0007'NORTH OF A POINT 2 FEET EAST OF A FENCE CORNER.  A STANDARD DISK
 LK0007'STAMPED 3756.823 D 15 1926 AND SET IN THE TOP OF A CONCRETE POST
 LK0007'PROJECTING 6 INCHES ABOVE GROUND.
 LK0007
 LK0007                          STATION RECOVERY (1960)
 LK0007
 LK0007'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LK0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0106 ***********************************************************************
 LN0106  DESIGNATION -  D 151
 LN0106  PID         -  LN0106
 LN0106  STATE/COUNTY-  CO/RIO BLANCO
 LN0106  USGS QUAD   -  DIVIDE CREEK (1962)
 LN0106
 LN0106                         *CURRENT SURVEY CONTROL
 LN0106  ___________________________________________________________________
 LN0106* NAD 83(1986)-  40 09 55.     (N)    108 36 57.     (W)     SCALED    
 LN0106* NAVD 88     -      1649.641  (meters)    5412.20   (feet)  ADJUSTED  
 LN0106  ___________________________________________________________________
 LN0106  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 LN0106  DYNAMIC HT  -        1648.105 (meters)    5407.16  (feet)  COMP
 LN0106  MODELED GRAV-     979,637.0   (mgal)                       NAVD 88
 LN0106
 LN0106  VERT ORDER  -  SECOND    CLASS 0
 LN0106
 LN0106.The horizontal coordinates were scaled from a topographic map and have
 LN0106.an estimated accuracy of +/- 6 seconds.
 LN0106
 LN0106.The orthometric height was determined by differential leveling
 LN0106.and adjusted by the National Geodetic Survey in June 1991..
 LN0106
 LN0106.The geoid height was determined by GEOID03.
 LN0106
 LN0106.The dynamic height is computed by dividing the NAVD 88
 LN0106.geopotential number by the normal gravity value computed on the
 LN0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0106.degrees latitude (g = 980.6199 gals.).
 LN0106
 LN0106.The modeled gravity was interpolated from observed gravity values.
 LN0106
 LN0106;                    North         East    Units  Estimated Accuracy
 LN0106;SPC CO N     -   401,830.      649,040.      MT  (+/- 180 meters Scaled)
 LN0106
 LN0106                          SUPERSEDED SURVEY CONTROL
 LN0106
 LN0106  NGVD 29 (??/??/92) 1648.430  (m)         5408.22   (f) ADJ UNCH    2 0
 LN0106
 LN0106.Superseded values are not recommended for survey control.
 LN0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0106.See file dsdata.txt to determine how the superseded data were derived.
 LN0106
 LN0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK030488(NAD 83)
 LN0106_MARKER: DB = BENCH MARK DISK
 LN0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0106_STAMPING: D-151 1934
 LN0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0106+STABILITY: SURFACE MOTION
 LN0106
 LN0106  HISTORY     - Date     Condition        Report By
 LN0106  HISTORY     - 1934     MONUMENTED       CGS
 LN0106  HISTORY     - 1962     MARK NOT FOUND   USGS
 LN0106
 LN0106                          STATION DESCRIPTION
 LN0106
 LN0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0106'7.6 MI W FROM ANGORA JCT.
 LN0106'7.6 MILES WEST OF ANGORA JCT., ALONG STATE HWY. 64.  SUMMIT OF SMALL
 LN0106'HILL.  0.4 MILE EAST OF ONE-STORY STONE RANCH HOUSE, SURROUNDED BY
 LN0106'COTTONWOOD TREES, ON NORTH SIDE OF HIGHWAY.  300 FEET SOUTHWEST OF
 LN0106'SOUTHWEST END OF WOODEN HIGHWAY BRIDGE WITH SIDE RAILS.  150 FEET
 LN0106'SOUTHWEST OF CENTERLINE OF DIRT ROAD LEADING SOUTHEAST UP VALLEY.  72
 LN0106'FEET SOUTH OF GATEWAY.  45 FEET SOUTHEAST OF STATE HWY. 64.  TABLET
 LN0106'SET IN PRECAST CONCRETE POST.
 LN0106
 LN0106                          STATION RECOVERY (1962)
 LN0106
 LN0106'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LN0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0092 ***********************************************************************
 KM0092  DESIGNATION -  D 152
 KM0092  PID         -  KM0092
 KM0092  STATE/COUNTY-  CO/RIO BLANCO
 KM0092  USGS QUAD   -  WATER CANYON (1972)
 KM0092
 KM0092                         *CURRENT SURVEY CONTROL
 KM0092  ___________________________________________________________________
 KM0092* NAD 83(1986)-  39 57 26.     (N)    108 46 07.     (W)     SCALED    
 KM0092* NAVD 88     -      1710.794  (meters)    5612.83   (feet)  ADJUSTED  
 KM0092  ___________________________________________________________________
 KM0092  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 KM0092  DYNAMIC HT  -        1709.175 (meters)    5607.52  (feet)  COMP
 KM0092  MODELED GRAV-     979,619.0   (mgal)                       NAVD 88
 KM0092
 KM0092  VERT ORDER  -  SECOND    CLASS 0
 KM0092
 KM0092.The horizontal coordinates were scaled from a topographic map and have
 KM0092.an estimated accuracy of +/- 6 seconds.
 KM0092
 KM0092.The orthometric height was determined by differential leveling
 KM0092.and adjusted by the National Geodetic Survey in June 1991..
 KM0092
 KM0092.The geoid height was determined by GEOID03.
 KM0092
 KM0092.The dynamic height is computed by dividing the NAVD 88
 KM0092.geopotential number by the normal gravity value computed on the
 KM0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0092.degrees latitude (g = 980.6199 gals.).
 KM0092
 KM0092.The modeled gravity was interpolated from observed gravity values.
 KM0092
 KM0092;                    North         East    Units  Estimated Accuracy
 KM0092;SPC CO N     -   379,220.      635,180.      MT  (+/- 180 meters Scaled)
 KM0092
 KM0092                          SUPERSEDED SURVEY CONTROL
 KM0092
 KM0092  NGVD 29 (??/??/92) 1709.583  (m)         5608.86   (f) ADJ UNCH    2 0
 KM0092
 KM0092.Superseded values are not recommended for survey control.
 KM0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0092.See file dsdata.txt to determine how the superseded data were derived.
 KM0092
 KM0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK905253(NAD 83)
 KM0092_MARKER: DB = BENCH MARK DISK
 KM0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KM0092_STAMPING: D-152 1934
 KM0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0092+STABILITY: SURFACE MOTION
 KM0092
 KM0092  HISTORY     - Date     Condition        Report By
 KM0092  HISTORY     - 1934     MONUMENTED       CGS
 KM0092  HISTORY     - 1964     MARK NOT FOUND   USGS
 KM0092  HISTORY     - 1984     MARK NOT FOUND   NGS
 KM0092
 KM0092                          STATION DESCRIPTION
 KM0092
 KM0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KM0092'11.6 MI S FROM RANGELY.
 KM0092'11.6 MILE SOUTH OF RANGELY SCHOOL, ALONG STATE HWY. 139 WHERE HIGHWAY
 KM0092'IS RIGHT OF EDGE OF PERPENDICULAR BANK OF DOUGLAS CREEK.  0.3 MILE
 KM0092'EAST OF STEEL HIGHWAY BRIDGE OVER DOUGLAS CREEK.  195 FEET NORTHWEST
 KM0092'OF NORTHWEST END OF POINT WHERE HIGHWAY IS CUT OUT OF SANDSTONE CLIFF.
 KM0092'42 FEET NORTHEAST OF CENTERLINE OF STATE HWY. 139.  TABLET SET IN
 KM0092'PRECAST CONCRETE POST.
 KM0092
 KM0092                          STATION RECOVERY (1964)
 KM0092
 KM0092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 KM0092'MARK NOT FOUND.
 KM0092
 KM0092                          STATION RECOVERY (1984)
 KM0092
 KM0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KM0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0053 ***********************************************************************
 KM0053  DESIGNATION -  D 153
 KM0053  PID         -  KM0053
 KM0053  STATE/COUNTY-  CO/MESA
 KM0053  USGS QUAD   -  HIGHLINE LAKE (1968)
 KM0053
 KM0053                         *CURRENT SURVEY CONTROL
 KM0053  ___________________________________________________________________
 KM0053* NAD 83(1986)-  39 22 00.     (N)    108 48 59.     (W)     SCALED    
 KM0053* NAVD 88     -      1536.576  (meters)    5041.25   (feet)  ADJUSTED  
 KM0053  ___________________________________________________________________
 KM0053  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 KM0053  DYNAMIC HT  -        1535.113 (meters)    5036.45  (feet)  COMP
 KM0053  MODELED GRAV-     979,621.0   (mgal)                       NAVD 88
 KM0053
 KM0053  VERT ORDER  -  FIRST     CLASS II
 KM0053
 KM0053.The horizontal coordinates were scaled from a topographic map and have
 KM0053.an estimated accuracy of +/- 6 seconds.
 KM0053
 KM0053.The orthometric height was determined by differential leveling
 KM0053.and adjusted by the National Geodetic Survey in June 1991..
 KM0053
 KM0053.The geoid height was determined by GEOID03.
 KM0053
 KM0053.The dynamic height is computed by dividing the NAVD 88
 KM0053.geopotential number by the normal gravity value computed on the
 KM0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0053.degrees latitude (g = 980.6199 gals.).
 KM0053
 KM0053.The modeled gravity was interpolated from observed gravity values.
 KM0053
 KM0053;                    North         East    Units  Estimated Accuracy
 KM0053;SPC CO C     -   480,230.      628,680.      MT  (+/- 180 meters Scaled)
 KM0053
 KM0053                          SUPERSEDED SURVEY CONTROL
 KM0053
 KM0053  NGVD 29 (??/??/92) 1535.478  (m)         5037.65   (f) ADJ UNCH    1 2
 KM0053
 KM0053.Superseded values are not recommended for survey control.
 KM0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0053.See file dsdata.txt to determine how the superseded data were derived.
 KM0053
 KM0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ881597(NAD 83)
 KM0053_MARKER: DB = BENCH MARK DISK
 KM0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KM0053_STAMPING: D 153 1934
 KM0053_MARK LOGO: CGS   
 KM0053_PROJECTION: PROJECTING 15 CENTIMETERS
 KM0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0053+STABILITY: SURFACE MOTION
 KM0053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0053+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2005
 KM0053
 KM0053  HISTORY     - Date     Condition        Report By
 KM0053  HISTORY     - 1934     MONUMENTED       CGS
 KM0053  HISTORY     - 1968     GOOD             USGS
 KM0053  HISTORY     - 1981     GOOD             LOCSUR
 KM0053  HISTORY     - 1984     GOOD             NGS
 KM0053  HISTORY     - 20050604 GOOD             GEOCAC
 KM0053
 KM0053                          STATION DESCRIPTION
 KM0053
 KM0053'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 KM0053'11.9 MI N FROM LOMA.
 KM0053'11.9 MILES NORTH ALONG COLO. 139 FROM THE JUNCTION WITH U.S. HIGHWAYS
 KM0053'6 AND 50 AT LOMA, COLO. TO A CULVERT WHICH HAS A COLO. 139 SIGN FACING
 KM0053'NORTH.  THENCE 630 FT. WEST OF CENTERLINE OF HIGHWAY, 42 FT EAST OF
 KM0053'OLD ROAD BED.  IN A CONCRETE POST ABOUT 8 IN. ABOVE GROUND. A STANDARD
 KM0053'DISK STAMPED D 153 1934.
 KM0053
 KM0053                          STATION RECOVERY (1981)
 KM0053
 KM0053'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 KM0053'200 M. WEST OF EXISTING (NEW) CO. HWY 139 AND 0.38 MI. SOUTH OF ROAD
 KM0053'SIGNS MARKING MESA AND GARFIELD COUNTY LINE (MEASURED ALONG NEW CO.
 KM0053'139)
 KM0053
 KM0053                          STATION RECOVERY (1984)
 KM0053
 KM0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KM0053'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  19.0 KM
 KM0053'(11.8 MI) NORTHERLY ALONG STATE HIGHWAY 139 FROM THE POST OFFICE IN
 KM0053'LOMA, AT THE GARFIELD-MESA COUNTY LINE, 194.8 M (639.0 FT) WEST OF THE
 KM0053'CENTERLINE OF THE HIGHWAY, AND 12.8 M (42.0 FT) EAST OF THE CENTER OF
 KM0053'A TRACK ROAD.
 KM0053'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST
 KM0053'THE MARK IS 1.6 M ABOVE THE HIGHWAY.
 KM0053
 KM0053                          STATION RECOVERY (2005)
 KM0053
 KM0053'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0053'TRACK ROAD IN 1984 DESCRIPTION NOT NAVIGABLE BY VEHICLE ANY LONGER.
 KM0053'BEST APPROACH IS BY HOPPING THE HIGHWAY RIGHT OF WAY FENCE AND WALKING
 KM0053'TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0072 ***********************************************************************
 LN0072  DESIGNATION -  D 154
 LN0072  PID         -  LN0072
 LN0072  STATE/COUNTY-  CO/RIO BLANCO
 LN0072  USGS QUAD   -  ROUGH GULCH (1972)
 LN0072
 LN0072                         *CURRENT SURVEY CONTROL
 LN0072  ___________________________________________________________________
 LN0072* NAD 83(1986)-  40 10 46.     (N)    108 26 17.     (W)     SCALED    
 LN0072* NAVD 88     -      1717.073  (meters)    5633.43   (feet)  ADJUSTED  
 LN0072  ___________________________________________________________________
 LN0072  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 LN0072  DYNAMIC HT  -        1715.432 (meters)    5628.05  (feet)  COMP
 LN0072  MODELED GRAV-     979,609.8   (mgal)                       NAVD 88
 LN0072
 LN0072  VERT ORDER  -  SECOND    CLASS 0
 LN0072
 LN0072.The horizontal coordinates were scaled from a topographic map and have
 LN0072.an estimated accuracy of +/- 6 seconds.
 LN0072
 LN0072.The orthometric height was determined by differential leveling
 LN0072.and adjusted by the National Geodetic Survey in June 1991..
 LN0072
 LN0072.The geoid height was determined by GEOID03.
 LN0072
 LN0072.The dynamic height is computed by dividing the NAVD 88
 LN0072.geopotential number by the normal gravity value computed on the
 LN0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0072.degrees latitude (g = 980.6199 gals.).
 LN0072
 LN0072.The modeled gravity was interpolated from observed gravity values.
 LN0072
 LN0072;                    North         East    Units  Estimated Accuracy
 LN0072;SPC CO N     -   402,890.      664,220.      MT  (+/- 180 meters Scaled)
 LN0072
 LN0072                          SUPERSEDED SURVEY CONTROL
 LN0072
 LN0072.No superseded survey control is available for this station.
 LN0072
 LN0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK181508(NAD 83)
 LN0072_MARKER: DB = BENCH MARK DISK
 LN0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0072_STAMPING: D-154 1934
 LN0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0072+STABILITY: SURFACE MOTION
 LN0072
 LN0072  HISTORY     - Date     Condition        Report By
 LN0072  HISTORY     - 1934     MONUMENTED       CGS
 LN0072
 LN0072                          STATION DESCRIPTION
 LN0072
 LN0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0072'2.7 MI SE FROM ANGORA JCT.
 LN0072'2.7 MILES SOUTHEAST OF ANGORA JCT. B.M. ALONG STATE HWY. 64 ABOUT 0.3
 LN0072'MILE WEST OF WOODEN HIGHWAY BRIDGE AT EAST FOOT OF STADMAN MESA WHERE
 LN0072'HIGHWAY TURNS FROM WHITE RIVER. 85 FEET SOUTHEAST OF SMALL FILL AND
 LN0072'CULVERT ACROSS DEEP CUT WASH.  38 FEET SOUTH OF CENTERLINE OF STATE
 LN0072'HWY 64.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0073 ***********************************************************************
 LN0073  DESIGNATION -  D 154 RESET
 LN0073  PID         -  LN0073
 LN0073  STATE/COUNTY-  CO/RIO BLANCO
 LN0073  USGS QUAD   -  ROUGH GULCH (1972)
 LN0073
 LN0073                         *CURRENT SURVEY CONTROL
 LN0073  ___________________________________________________________________
 LN0073* NAD 83(1992)-  40 10 47.12838(N)    108 26 17.51793(W)     ADJUSTED  
 LN0073* NAVD 88     -      1715.93   (meters)    5629.7    (feet)  RESET     
 LN0073  ___________________________________________________________________
 LN0073  X           -  -1,543,818.569 (meters)                     COMP
 LN0073  Y           -  -4,630,579.991 (meters)                     COMP
 LN0073  Z           -   4,094,351.847 (meters)                     COMP
 LN0073  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 LN0073  ELLIP HEIGHT-        1699.41  (meters)          (03/21/05) GPS OBS
 LN0073  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 LN0073
 LN0073  HORZ ORDER  -  FIRST
 LN0073  VERT ORDER  -  THIRD
 LN0073  ELLP ORDER  -  FOURTH    CLASS I
 LN0073
 LN0073.The horizontal coordinates were established by GPS observations
 LN0073.and adjusted by the CO DEPT OF HIGHWAYS in March 2005..
 LN0073
 LN0073.The orthometric height was computed from unverified reset data.
 LN0073.No vertical observational check was made to the station.
 LN0073
 LN0073.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LN0073
 LN0073.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0073
 LN0073.The ellipsoidal height was determined by GPS observations
 LN0073.and is referenced to NAD 83.
 LN0073
 LN0073.The geoid height was determined by GEOID03.
 LN0073
 LN0073;                    North         East     Units Scale Factor Converg.
 LN0073;SPC CO N     -   402,924.679   664,213.200   MT  0.99995761   -1 53 54.5
 LN0073;SPC CO N     - 1,321,928.72  2,179,172.81   sFT  0.99995761   -1 53 54.5
 LN0073;UTM  12      - 4,450,856.044   718,112.358   MT  1.00018567   +1 39 12.6
 LN0073
 LN0073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0073!SPC CO N     -   0.99973348  x   0.99995761  =   0.99969110
 LN0073!UTM  12      -   0.99973348  x   1.00018567  =   0.99991910
 LN0073
 LN0073                          SUPERSEDED SURVEY CONTROL
 LN0073
 LN0073  NGVD 29 (??/??/??) 1714.67   (m)         5625.5    (f) RESET       3  
 LN0073
 LN0073.Superseded values are not recommended for survey control.
 LN0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0073.See file dsdata.txt to determine how the superseded data were derived.
 LN0073
 LN0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK1811250856(NAD 83)
 LN0073_MARKER: DB = BENCH MARK DISK
 LN0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0073_STAMPING: D 154 RESET 1950
 LN0073_MARK LOGO: CGS   
 LN0073_PROJECTION: FLUSH
 LN0073_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LN0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0073+STABILITY: SURFACE MOTION
 LN0073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0073+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2004
 LN0073
 LN0073  HISTORY     - Date     Condition        Report By
 LN0073  HISTORY     - 1950     MONUMENTED       CGS
 LN0073  HISTORY     - 1966     GOOD             USGS
 LN0073  HISTORY     - 20041107 GOOD             CODOT
 LN0073
 LN0073                          STATION DESCRIPTION
 LN0073
 LN0073'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LN0073'34.7 MI NW FROM MEEKER.
 LN0073'MEEKER, 34.7 MILES NORTHWEST OF POST OFFICE ALONG STATE HIGHWAY 64,
 LN0073'RIO BLANCO COUNTY.  0.3 MILE WEST OF A 120 INCH CORRUGATED METAL PIPE
 LN0073'AT THE EAST FOOT OF STEDMAN MESA, 75 FEET EAST OF THE OUTLET OF A
 LN0073'SMALL CULVERT IN FILL, AND 38 FEET SOUTH OF THE CENTER LINE OF THE
 LN0073'HIGHWAY.  A STANDARD DISK STAMPED D-154 RESET 1950 AND SET IN THE TOP
 LN0073'OF A CONCRETE POST.
 LN0073
 LN0073                          STATION RECOVERY (2004)
 LN0073
 LN0073'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2004 (RM)
 LN0073'THE STATION IS LOCATED ABOUT 34.7 MI (55.8 KM) NORTHWEST OF MEEKER, 21
 LN0073'MI (33.8 KM) EAST NORTHEAST OF RANGELY AND 2.9 MI (4.7 KM) SOUTH OF
 LN0073'THE MOFFAT RIO BLANCO COUNTY LINE, IN THE SOUTHWEST 1/4 OF SECTION 31,
 LN0073'T 3 N, R 98 W, AT STATE HIGHWAY 64 MILEPOST 41.9. OWNERSHIP  UNKNOWN
 LN0073' 
 LN0073'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 64 AND
 LN0073'STATE HIGHWAY 13 SOUTHWEST OF MEEKER, GO WEST ON STATE HIGHWAY 64 FOR
 LN0073'31.8 MI (51.2 KM) TO A LARGE ROADSIDE TURN OFF ON THE LEFT AND THE
 LN0073'STATION ABOUT 0.05 MI (0.08 KM) WEST FROM THE WEST END OF THE TURNOFF
 LN0073'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A SQUARE 10 CM
 LN0073'CONCRETE POST FLUSH WITH THE GROUND. IT IS 12.2 M (40.0 FT) NORTHWEST
 LN0073'FROM AN IRON POST WITH 2 BRACES AND AT AN ANGLE IN THE FENCE EAST OF A
 LN0073'SMALL CREEK, 10.8 M (35.4 FT) SOUTH FROM THE CENTER LINE OF STATE
 LN0073'HIGHWAY 64, 0.6 M (2.0 FT) NORTH FROM A WITENSS POST AND ABOUT 1.8 M
 LN0073'(5.9 FT) BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0457 ***********************************************************************
 LM0457  DESIGNATION -  D 155
 LM0457  PID         -  LM0457
 LM0457  STATE/COUNTY-  CO/RIO BLANCO
 LM0457  USGS QUAD   -  NINEMILE GAP (1966)
 LM0457
 LM0457                         *CURRENT SURVEY CONTROL
 LM0457  ___________________________________________________________________
 LM0457* NAD 83(1986)-  40 09 15.     (N)    107 48 57.     (W)     SCALED    
 LM0457* NAVD 88     -      2256.684  (meters)    7403.80   (feet)  ADJUSTED  
 LM0457  ___________________________________________________________________
 LM0457  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 LM0457  DYNAMIC HT  -        2254.333 (meters)    7396.09  (feet)  COMP
 LM0457  MODELED GRAV-     979,502.6   (mgal)                       NAVD 88
 LM0457
 LM0457  VERT ORDER  -  SECOND    CLASS 0
 LM0457
 LM0457.The horizontal coordinates were scaled from a topographic map and have
 LM0457.an estimated accuracy of +/- 6 seconds.
 LM0457
 LM0457.The orthometric height was determined by differential leveling
 LM0457.and adjusted by the National Geodetic Survey in June 1991..
 LM0457
 LM0457.The geoid height was determined by GEOID03.
 LM0457
 LM0457.The dynamic height is computed by dividing the NAVD 88
 LM0457.geopotential number by the normal gravity value computed on the
 LM0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0457.degrees latitude (g = 980.6199 gals.).
 LM0457
 LM0457.The modeled gravity was interpolated from observed gravity values.
 LM0457
 LM0457;                    North         East    Units  Estimated Accuracy
 LM0457;SPC CO N     -   398,510.      717,120.      MT  (+/- 180 meters Scaled)
 LM0457
 LM0457                          SUPERSEDED SURVEY CONTROL
 LM0457
 LM0457  NGVD 29 (??/??/92) 2255.324  (m)         7399.34   (f) ADJ UNCH    2 0
 LM0457
 LM0457.Superseded values are not recommended for survey control.
 LM0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0457.See file dsdata.txt to determine how the superseded data were derived.
 LM0457
 LM0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE601486(NAD 83)
 LM0457_MARKER: DB = BENCH MARK DISK
 LM0457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0457_SP_SET: CULVERT
 LM0457_STAMPING: D 155 1934
 LM0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0457
 LM0457  HISTORY     - Date     Condition        Report By
 LM0457  HISTORY     - 1934     MONUMENTED       CGS
 LM0457  HISTORY     - 1966     GOOD             NGS
 LM0457
 LM0457                          STATION DESCRIPTION
 LM0457
 LM0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 LM0457'11.25 MI NE FROM MEEKER.
 LM0457'11.25 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE FIRE STATION AT
 LM0457'MEEKER, 0.55 MILE NORTH OF THE SUMMIT OF NINE MILE PASS, 0.2 MILE
 LM0457'SOUTHEAST OF A DRIVEWAY ENTRANCE TO A GROUP OF HOUSES, IN THE TOP AND
 LM0457'0.9 FOOT SOUTHEAST OF THE NORTHWEST END OF HEAD WALL OF CULVERT UNDER
 LM0457'ABANDONED HIGHWAY, 85 FEET SOUTHWEST OF THE CENTER LINE OF THE NEW
 LM0457'HIGHWAY, 10.2 FEET SOUTHWEST OF A FENCE, 0.5 FOOT NORTHEAST OF A
 LM0457'WITNESS POST, ABOUT 8 FEET LOWER THAN THE PRESENT HIGHWAY AND ABOUT
 LM0457'0.9 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0531 ***********************************************************************
 KL0531  DESIGNATION -  D 156
 KL0531  PID         -  KL0531
 KL0531  STATE/COUNTY-  CO/GARFIELD
 KL0531  USGS QUAD   -  CARBONDALE (1987)
 KL0531
 KL0531                         *CURRENT SURVEY CONTROL
 KL0531  ___________________________________________________________________
 KL0531* NAD 83(1986)-  39 23 55.     (N)    107 11 56.     (W)     SCALED    
 KL0531* NAVD 88     -      1888.765  (meters)    6196.72   (feet)  ADJUSTED  
 KL0531  ___________________________________________________________________
 KL0531  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 KL0531  DYNAMIC HT  -        1886.684 (meters)    6189.90  (feet)  COMP
 KL0531  MODELED GRAV-     979,459.3   (mgal)                       NAVD 88
 KL0531
 KL0531  VERT ORDER  -  SECOND    CLASS 0
 KL0531
 KL0531.The horizontal coordinates were scaled from a topographic map and have
 KL0531.an estimated accuracy of +/- 6 seconds.
 KL0531
 KL0531.The orthometric height was determined by differential leveling
 KL0531.and adjusted by the National Geodetic Survey in June 1991..
 KL0531
 KL0531.The geoid height was determined by GEOID03.
 KL0531
 KL0531.The dynamic height is computed by dividing the NAVD 88
 KL0531.geopotential number by the normal gravity value computed on the
 KL0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0531.degrees latitude (g = 980.6199 gals.).
 KL0531
 KL0531.The modeled gravity was interpolated from observed gravity values.
 KL0531
 KL0531;                    North         East    Units  Estimated Accuracy
 KL0531;SPC CO C     -   479,930.      768,080.      MT  (+/- 180 meters Scaled)
 KL0531
 KL0531                          SUPERSEDED SURVEY CONTROL
 KL0531
 KL0531  NGVD 29 (??/??/92) 1887.412  (m)         6192.28   (f) ADJ UNCH    2 0
 KL0531
 KL0531.Superseded values are not recommended for survey control.
 KL0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0531.See file dsdata.txt to determine how the superseded data were derived.
 KL0531
 KL0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD106633(NAD 83)
 KL0531_MARKER: DB = BENCH MARK DISK
 KL0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0531_STAMPING: D 156 1934
 KL0531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0531+STABILITY: SURFACE MOTION
 KL0531
 KL0531  HISTORY     - Date     Condition        Report By
 KL0531  HISTORY     - 1934     MONUMENTED       CGS
 KL0531  HISTORY     - 20030703 MARK NOT FOUND   USPSQD
 KL0531
 KL0531                          STATION DESCRIPTION
 KL0531
 KL0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KL0531'1.0 MI SE FROM CARBONDALE.
 KL0531'1 MILE SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KL0531'THE STATION AT CARBONDALE, GARFIELD COUNTY, 435 FEET EAST OF THE EAST
 KL0531'CARBONDALE YARD LIMIT SIGN, 240 FEET EAST OF A ROCK CULVERT FOR A
 KL0531'SMALL IRRIGATION DITCH, 125 FEET NORTHWEST OF POLE 3112, 50 FEET SOUTH
 KL0531'OF THE CENTERLINE OF STATE HIGHWAY 82, 30 FEET NORTH OF THE CENTERLINE
 KL0531'OF THE TRACK, AND 5 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 KL0531'STAMPED D 156 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KL0531
 KL0531                          STATION RECOVERY (2003)
 KL0531
 KL0531'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 KL0531'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0253 ***********************************************************************
 JL0253  DESIGNATION -  D 157
 JL0253  PID         -  JL0253
 JL0253  STATE/COUNTY-  CO/GUNNISON
 JL0253  USGS QUAD   -  PAONIA RESERVOIR (1964)
 JL0253
 JL0253                         *CURRENT SURVEY CONTROL
 JL0253  ___________________________________________________________________
 JL0253* NAD 83(1986)-  38 57 43.     (N)    107 20 18.     (W)     SCALED    
 JL0253* NAVD 88     -      1947.808  (meters)    6390.43   (feet)  ADJUSTED  
 JL0253  ___________________________________________________________________
 JL0253  GEOID HEIGHT-         -15.08  (meters)                     GEOID03
 JL0253  DYNAMIC HT  -        1945.544 (meters)    6383.01  (feet)  COMP
 JL0253  MODELED GRAV-     979,397.7   (mgal)                       NAVD 88
 JL0253
 JL0253  VERT ORDER  -  SECOND    CLASS 0
 JL0253
 JL0253.The horizontal coordinates were scaled from a topographic map and have
 JL0253.an estimated accuracy of +/- 6 seconds.
 JL0253
 JL0253.The orthometric height was determined by differential leveling
 JL0253.and adjusted by the National Geodetic Survey in June 1991..
 JL0253
 JL0253.The geoid height was determined by GEOID03.
 JL0253
 JL0253.The dynamic height is computed by dividing the NAVD 88
 JL0253.geopotential number by the normal gravity value computed on the
 JL0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0253.degrees latitude (g = 980.6199 gals.).
 JL0253
 JL0253.The modeled gravity was interpolated from observed gravity values.
 JL0253
 JL0253;                    North         East    Units  Estimated Accuracy
 JL0253;SPC CO C     -   431,700.      755,090.      MT  (+/- 180 meters Scaled)
 JL0253
 JL0253                          SUPERSEDED SURVEY CONTROL
 JL0253
 JL0253  NGVD 29 (??/??/92) 1946.311  (m)         6385.52   (f) ADJ UNCH    2 0
 JL0253
 JL0253.Superseded values are not recommended for survey control.
 JL0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0253.See file dsdata.txt to determine how the superseded data were derived.
 JL0253
 JL0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD973151(NAD 83)
 JL0253_MARKER: DB = BENCH MARK DISK
 JL0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0253_STAMPING: D 157 1934
 JL0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0253+STABILITY: SURFACE MOTION
 JL0253
 JL0253  HISTORY     - Date     Condition        Report By
 JL0253  HISTORY     - 1934     MONUMENTED       CGS
 JL0253  HISTORY     - 1964     MARK NOT FOUND   USGS
 JL0253
 JL0253                          STATION DESCRIPTION
 JL0253
 JL0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0253'2.3 MI N FROM BARDINE.
 JL0253'2.3 MILES NORTH ALONG STATE HIGHWAY 133 FROM THE JUNCTION OF STATE
 JL0253'HIGHWAY 135 AT BARDINE, 0.4 MILE SOUTH OF A WOODEN TRUSS BRIDGE OVER
 JL0253'MUDDY CREEK, 9 FEET SOUTHWEST OF THE CENTERLINE OF AN OLD ROAD GRADE,
 JL0253'24 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 19 FEET SOUTHWEST
 JL0253'OF THE SOUTHWEST BANK OF MUDDY CREEK, AND 11.2 FEET NORTH OF A 4-FOOT
 JL0253'LONE BLUE SPRUCE TREE.  A STANDARD DISK, STAMPED D 157 1934 AND SET IN
 JL0253'THE TOP OF A CONCRETE POST.  NOTE-- THIS BM NOW UNDER WATER FROM
 JL0253'PAONIA DAM.
 JL0253
 JL0253                          STATION RECOVERY (1964)
 JL0253
 JL0253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JL0253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0315 ***********************************************************************
 KL0315  DESIGNATION -  D 158
 KL0315  PID         -  KL0315
 KL0315  STATE/COUNTY-  CO/PITKIN
 KL0315  USGS QUAD   -  WOODY CREEK (1987)
 KL0315
 KL0315                         *CURRENT SURVEY CONTROL
 KL0315  ___________________________________________________________________
 KL0315* NAD 83(1986)-  39 19 53.     (N)    106 58 53.     (W)     SCALED    
 KL0315* NAVD 88     -      2104.221  (meters)    6903.60   (feet)  ADJUSTED  
 KL0315  ___________________________________________________________________
 KL0315  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 KL0315  DYNAMIC HT  -        2101.740 (meters)    6895.46  (feet)  COMP
 KL0315  MODELED GRAV-     979,374.3   (mgal)                       NAVD 88
 KL0315
 KL0315  VERT ORDER  -  SECOND    CLASS 0
 KL0315
 KL0315.The horizontal coordinates were scaled from a topographic map and have
 KL0315.an estimated accuracy of +/- 6 seconds.
 KL0315
 KL0315.The orthometric height was determined by differential leveling
 KL0315.and adjusted by the National Geodetic Survey in June 1991..
 KL0315
 KL0315.The geoid height was determined by GEOID03.
 KL0315
 KL0315.The dynamic height is computed by dividing the NAVD 88
 KL0315.geopotential number by the normal gravity value computed on the
 KL0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0315.degrees latitude (g = 980.6199 gals.).
 KL0315
 KL0315.The modeled gravity was interpolated from observed gravity values.
 KL0315
 KL0315;                    North         East    Units  Estimated Accuracy
 KL0315;SPC CO C     -   472,140.      786,690.      MT  (+/- 180 meters Scaled)
 KL0315
 KL0315                          SUPERSEDED SURVEY CONTROL
 KL0315
 KL0315  NGVD 29 (??/??/92) 2102.697  (m)         6898.60   (f) ADJ UNCH    2 0
 KL0315
 KL0315.Superseded values are not recommended for survey control.
 KL0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0315.See file dsdata.txt to determine how the superseded data were derived.
 KL0315
 KL0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD292554(NAD 83)
 KL0315_MARKER: DB = BENCH MARK DISK
 KL0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0315_STAMPING: D 158 1934
 KL0315_MARK LOGO: CGS   
 KL0315_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0315+STABILITY: SURFACE MOTION
 KL0315
 KL0315  HISTORY     - Date     Condition        Report By
 KL0315  HISTORY     - 1934     MONUMENTED       CGS
 KL0315  HISTORY     - 19930804 GOOD             CODOT
 KL0315
 KL0315                          STATION DESCRIPTION
 KL0315
 KL0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KL0315'5.8 MI NW FROM WOODY CREEK.
 KL0315'5.8 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KL0315'FROM BENCH MARK A 158 AT WOODY CREEK, PITKIN COUNTY, 0.2 MILE EAST OF
 KL0315'THE STATION AT ROSE, 330 FEET EAST OF MILEPOST 387, 56 FEET WEST OF A
 KL0315'CORRUGATED PIPE CULVERT, 40 FEET NORTHWEST OF THE CENTER OF A ROAD
 KL0315'CROSSING, 30 FEET SOUTHEAST OF POLE 2547, 20 FEET NORTH OF THE
 KL0315'CENTERLINE OF THE TRACK, AND 4 FEET HIGHER THAN THE TOP OF THE RAIL. A
 KL0315'STANDARD DISK, STAMPED D 158 1934 AND SET IN THE TOP OF A CONCRETE
 KL0315'POST.
 KL0315
 KL0315                          STATION RECOVERY (1993)
 KL0315
 KL0315'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1993 (ELI)
 KL0315'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0280 ***********************************************************************
 KL0280  DESIGNATION -  D 159
 KL0280  PID         -  KL0280
 KL0280  STATE/COUNTY-  CO/LAKE
 KL0280  USGS QUAD   -  INDEPENDENCE PASS (1994)
 KL0280
 KL0280                         *CURRENT SURVEY CONTROL
 KL0280  ___________________________________________________________________
 KL0280* NAD 83(1986)-  39 05 57.     (N)    106 34 19.     (W)     SCALED    
 KL0280* NAVD 88     -      3503.073  (meters)   11493.00   (feet)  ADJUSTED  
 KL0280  ___________________________________________________________________
 KL0280  GEOID HEIGHT-         -13.06  (meters)                     GEOID03
 KL0280  DYNAMIC HT  -        3498.088 (meters)   11476.64  (feet)  COMP
 KL0280  MODELED GRAV-     979,075.8   (mgal)                       NAVD 88
 KL0280
 KL0280  VERT ORDER  -  SECOND    CLASS 0
 KL0280
 KL0280.The horizontal coordinates were scaled from a topographic map and have
 KL0280.an estimated accuracy of +/- 6 seconds.
 KL0280
 KL0280.The orthometric height was determined by differential leveling
 KL0280.and adjusted by the National Geodetic Survey in June 1991..
 KL0280
 KL0280.The geoid height was determined by GEOID03.
 KL0280
 KL0280.The dynamic height is computed by dividing the NAVD 88
 KL0280.geopotential number by the normal gravity value computed on the
 KL0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0280.degrees latitude (g = 980.6199 gals.).
 KL0280
 KL0280.The modeled gravity was interpolated from observed gravity values.
 KL0280
 KL0280;                    North         East    Units  Estimated Accuracy
 KL0280;SPC CO C     -   445,860.      821,680.      MT  (+/- 180 meters Scaled)
 KL0280
 KL0280                          SUPERSEDED SURVEY CONTROL
 KL0280
 KL0280  NGVD 29 (??/??/92) 3501.069  (m)        11486.42   (f) ADJ UNCH    2 0
 KL0280
 KL0280.Superseded values are not recommended for survey control.
 KL0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0280.See file dsdata.txt to determine how the superseded data were derived.
 KL0280
 KL0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD640289(NAD 83)
 KL0280_MARKER: DB = BENCH MARK DISK
 KL0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0280_STAMPING: D 159 1934
 KL0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0280+STABILITY: SURFACE MOTION
 KL0280
 KL0280  HISTORY     - Date     Condition        Report By
 KL0280  HISTORY     - 1934     MONUMENTED       CGS
 KL0280  HISTORY     - 1959     MARK NOT FOUND   USGS
 KL0280
 KL0280                          STATION DESCRIPTION
 KL0280
 KL0280'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 KL0280'2.1 MI E FROM INDEPENDENCE PASS.
 KL0280'2.1 MILES EAST ALONG STATE HIGHWAY 82 FROM BENCH MARK E 159 AT
 KL0280'INDEPENDENCE PASS, LAKE COUNTY, AT THE SOUTHWEST END OF THE SECOND
 KL0280'HAIRPIN TURN EAST OF THE PASS, 10.2 FEET SOUTHEAST OF THE CENTERLINE
 KL0280'OF A DIRT ROAD LEADING SOUTHWEST UP A VALLEY, 21 FEET SOUTHWEST OF A
 KL0280'SMALL STREAM, AND 77 FEET SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 KL0280'82.  A STANDARD DISK, STAMPED D 159 1934 AND SET IN THE TOP OF A
 KL0280'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0137 ***********************************************************************
 LK0137  DESIGNATION -  D 16 RESET
 LK0137  PID         -  LK0137
 LK0137  STATE/COUNTY-  CO/LOGAN
 LK0137  USGS QUAD   -  JULESBURG RESERVOIR (1953)
 LK0137
 LK0137                         *CURRENT SURVEY CONTROL
 LK0137  ___________________________________________________________________
 LK0137* NAD 83(1986)-  40 53 15.     (N)    102 41 27.     (W)     SCALED    
 LK0137* NAVD 88     -      1114.901  (meters)    3657.80   (feet)  ADJUSTED  
 LK0137  ___________________________________________________________________
 LK0137  GEOID HEIGHT-         -20.01  (meters)                     GEOID03
 LK0137  DYNAMIC HT  -        1114.150 (meters)    3655.34  (feet)  COMP
 LK0137  MODELED GRAV-     979,911.6   (mgal)                       NAVD 88
 LK0137
 LK0137  VERT ORDER  -  FIRST     CLASS II
 LK0137
 LK0137.The horizontal coordinates were scaled from a topographic map and have
 LK0137.an estimated accuracy of +/- 6 seconds.
 LK0137
 LK0137.The orthometric height was determined by differential leveling
 LK0137.and adjusted by the National Geodetic Survey in June 1991..
 LK0137
 LK0137.The geoid height was determined by GEOID03.
 LK0137
 LK0137.The dynamic height is computed by dividing the NAVD 88
 LK0137.geopotential number by the normal gravity value computed on the
 LK0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0137.degrees latitude (g = 980.6199 gals.).
 LK0137
 LK0137.The modeled gravity was interpolated from observed gravity values.
 LK0137
 LK0137;                    North         East    Units  Estimated Accuracy
 LK0137;SPC CO N     -   481,120.    1,151,120.      MT  (+/- 180 meters Scaled)
 LK0137
 LK0137                          SUPERSEDED SURVEY CONTROL
 LK0137
 LK0137  NGVD 29 (02/14/92) 1114.410  (m)         3656.19   (f) ADJUSTED    1 2
 LK0137
 LK0137.Superseded values are not recommended for survey control.
 LK0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0137.See file dsdata.txt to determine how the superseded data were derived.
 LK0137
 LK0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF945288(NAD 83)
 LK0137_MARKER: DB = BENCH MARK DISK
 LK0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0137_SP_SET: CONCRETE POST
 LK0137_STAMPING: D 16 RESET 1968
 LK0137_MARK LOGO: CGS   
 LK0137_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LK0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0137+STABILITY: SURFACE MOTION
 LK0137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0137+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1995
 LK0137
 LK0137  HISTORY     - Date     Condition        Report By
 LK0137  HISTORY     - 1968     MONUMENTED       CGS
 LK0137  HISTORY     - 1986     GOOD             NGS
 LK0137  HISTORY     - 19950209 GOOD             MSAM
 LK0137
 LK0137                          STATION DESCRIPTION
 LK0137
 LK0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LK0137'0.5 MI SW FROM RED LION.
 LK0137'ABOUT 0.5 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM RED
 LK0137'LION, ABOUT 2 POLES EAST OF MILEPOST 24, 122.1 FEET SOUTHWEST OF THE
 LK0137'CENTER LINE OF A PUBLIC ROAD CROSSING TO INTERSTATE HIGHWAY 80 S,
 LK0137'47.2 SOUTHEAST OF THE CENTER LINE OF THE TRACK, 33.8 FEET NORTHWEST
 LK0137'OF EAST-WEST GRAVEL ROAD, 3 FEET NORTHWEST OF THE UNION PACIFIC
 LK0137'RAILROAD RIGHT-OF-WAY FENCE LINE, SET IN THE TOP OF A CONCRETE POST
 LK0137'PROJECTING 6 INCHES AND SURROUNDED BY 3 STEEL FENCE POSTS.
 LK0137
 LK0137                          STATION RECOVERY (1986)
 LK0137
 LK0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LK0137'RECOVERED IN GOOD CONDITION.  THE 1968 DESCRIPTION IS ADEQUATE EXCEPT
 LK0137'ADD--10.0 KM (6.2 MI) NORTHEAST ALONG US HIGHWAY 138 FROM THE POST
 LK0137'OFFICE AT CROOK.
 LK0137'THE MARK IS 0.61 METERS  N FROM  A WITNESS POST
 LK0137
 LK0137                          STATION RECOVERY (1995)
 LK0137
 LK0137'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0137'THE MARK WAS RECOVERED IN GOOD CONDITION WITH A CHANGE TO THE 1968
 LK0137'DESCRIPTION.  THE INTERSTATE NUMBER SHOULD BE INTERSTATE 76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0242 ***********************************************************************
 JL0242  DESIGNATION -  D 160
 JL0242  PID         -  JL0242
 JL0242  STATE/COUNTY-  CO/GUNNISON
 JL0242  USGS QUAD   -  ALMONT (1964)
 JL0242
 JL0242                         *CURRENT SURVEY CONTROL
 JL0242  ___________________________________________________________________
 JL0242* NAD 83(1986)-  38 40 46.     (N)    106 51 10.     (W)     SCALED    
 JL0242* NAVD 88     -      2457.490  (meters)    8062.62   (feet)  ADJUSTED  
 JL0242  ___________________________________________________________________
 JL0242  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 JL0242  DYNAMIC HT  -        2454.329 (meters)    8052.24  (feet)  COMP
 JL0242  MODELED GRAV-     979,254.3   (mgal)                       NAVD 88
 JL0242
 JL0242  VERT ORDER  -  SECOND    CLASS 0
 JL0242
 JL0242.The horizontal coordinates were scaled from a topographic map and have
 JL0242.an estimated accuracy of +/- 6 seconds.
 JL0242
 JL0242.The orthometric height was determined by differential leveling
 JL0242.and adjusted by the National Geodetic Survey in June 1991..
 JL0242
 JL0242.The geoid height was determined by GEOID03.
 JL0242
 JL0242.The dynamic height is computed by dividing the NAVD 88
 JL0242.geopotential number by the normal gravity value computed on the
 JL0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0242.degrees latitude (g = 980.6199 gals.).
 JL0242
 JL0242.The modeled gravity was interpolated from observed gravity values.
 JL0242
 JL0242;                    North         East    Units  Estimated Accuracy
 JL0242;SPC CO C     -   399,600.      796,700.      MT  (+/- 180 meters Scaled)
 JL0242
 JL0242                          SUPERSEDED SURVEY CONTROL
 JL0242
 JL0242  NGVD 29 (??/??/92) 2455.779  (m)         8057.00   (f) ADJ UNCH    2 0
 JL0242
 JL0242.Superseded values are not recommended for survey control.
 JL0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0242.See file dsdata.txt to determine how the superseded data were derived.
 JL0242
 JL0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC388828(NAD 83)
 JL0242_MARKER: DB = BENCH MARK DISK
 JL0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0242_STAMPING: D 160 1934
 JL0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0242+STABILITY: SURFACE MOTION
 JL0242
 JL0242  HISTORY     - Date     Condition        Report By
 JL0242  HISTORY     - 1934     MONUMENTED       CGS
 JL0242  HISTORY     - 1938     GOOD             NGS
 JL0242  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0242
 JL0242                          STATION DESCRIPTION
 JL0242
 JL0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JL0242'1.1 MI NW FROM ALMONT.
 JL0242'1.1 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0242'FROM THE STATION AT ALMONT, ABOUT 580 FEET NORTH OF MILEPOST D 300,
 JL0242'186 FEET SOUTHWEST OF A STONE CELLAR BUILT INTO A HILLSIDE, 57 FEET
 JL0242'WEST OF THE CENTERLINE OF STATE HIGHWAY 135, 28 FEET WEST OF THE
 JL0242'CENTERLINE OF THE TRACK, 11.6 FEET SOUTH OF THE CENTER OF A GATEWAY AT
 JL0242'THE NORTHEAST CORNER OF A SMALL HAYFIELD, AND 2.8 FEET EAST OF A
 JL0242'FENCE.  A STANDARD DISK, STAMPED D 160 1934 AND SET IN THE TOP OF A
 JL0242'CONCRETE POST.
 JL0242
 JL0242                          STATION RECOVERY (1984)
 JL0242
 JL0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0027 ***********************************************************************
 HL0027  DESIGNATION -  D 161
 HL0027  PID         -  HL0027
 HL0027  STATE/COUNTY-  CO/SAGUACHE
 HL0027  USGS QUAD   -  SWEDE CORNERS (1967)
 HL0027
 HL0027                         *CURRENT SURVEY CONTROL
 HL0027  ___________________________________________________________________
 HL0027* NAD 83(1986)-  37 58 30.     (N)    106 08 37.     (W)     SCALED    
 HL0027* NAVD 88     -      2319.467  (meters)    7609.78   (feet)  ADJUSTED  
 HL0027  ___________________________________________________________________
 HL0027  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 HL0027  DYNAMIC HT  -        2316.531 (meters)    7600.15  (feet)  COMP
 HL0027  MODELED GRAV-     979,280.1   (mgal)                       NAVD 88
 HL0027
 HL0027  VERT ORDER  -  SECOND    CLASS 0
 HL0027
 HL0027.The horizontal coordinates were scaled from a topographic map and have
 HL0027.an estimated accuracy of +/- 6 seconds.
 HL0027
 HL0027.The orthometric height was determined by differential leveling
 HL0027.and adjusted by the National Geodetic Survey in June 1991..
 HL0027
 HL0027.The geoid height was determined by GEOID03.
 HL0027
 HL0027.The dynamic height is computed by dividing the NAVD 88
 HL0027.geopotential number by the normal gravity value computed on the
 HL0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0027.degrees latitude (g = 980.6199 gals.).
 HL0027
 HL0027.The modeled gravity was interpolated from observed gravity values.
 HL0027
 HL0027;                    North         East    Units  Estimated Accuracy
 HL0027;SPC CO S     -   450,200.      857,860.      MT  (+/- 180 meters Scaled)
 HL0027
 HL0027                          SUPERSEDED SURVEY CONTROL
 HL0027
 HL0027  NGVD 29 (??/??/92) 2318.093  (m)         7605.28   (f) ADJ UNCH    2 0
 HL0027
 HL0027.Superseded values are not recommended for survey control.
 HL0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0027.See file dsdata.txt to determine how the superseded data were derived.
 HL0027
 HL0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC995036(NAD 83)
 HL0027_MARKER: DB = BENCH MARK DISK
 HL0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0027_STAMPING: D 161 1934
 HL0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0027+STABILITY: SURFACE MOTION
 HL0027
 HL0027  HISTORY     - Date     Condition        Report By
 HL0027  HISTORY     - 1934     MONUMENTED       CGS
 HL0027
 HL0027                          STATION DESCRIPTION
 HL0027
 HL0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0027'7.7 MI S FROM SAGUACHE.
 HL0027'ABOUT 7.7 MILES SOUTH ALONG U.S. HIGHWAY 285 FROM THE JUNCTION OF
 HL0027'STATE HIGHWAY 114 AT SAGUACHE, SAGUACHE COUNTY, AT THE SOUTHWEST
 HL0027'CORNER OF THE FARMYARD OF F.L. BAILEY, 75 FEET SOUTHWEST OF THE
 HL0027'SOUTHWEST CORNER OF THE RANCH HOUSE, 35 FEET EAST OF THE CENTER LINE
 HL0027'OF THE HIGHWAY, 25 FEET WEST OF THE RIGHT-OF-WAY FENCE, AND 12 FEET
 HL0027'SOUTH OF THE APPROACH TO THE HOUSE.  A STANDARD DISK, STAMPED D 161
 HL0027'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0089 ***********************************************************************
 HL0089  DESIGNATION -  D 162
 HL0089  PID         -  HL0089
 HL0089  STATE/COUNTY-  CO/MINERAL
 HL0089  USGS QUAD   -  WOLF CREEK PASS (1984)
 HL0089
 HL0089                         *CURRENT SURVEY CONTROL
 HL0089  ___________________________________________________________________
 HL0089* NAD 83(1986)-  37 28 27.     (N)    106 52 15.     (W)     SCALED    
 HL0089* NAVD 88     -      2889.521  (meters)    9480.04   (feet)  ADJUSTED  
 HL0089  ___________________________________________________________________
 HL0089  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 HL0089  DYNAMIC HT  -        2885.242 (meters)    9466.00  (feet)  COMP
 HL0089  MODELED GRAV-     979,045.0   (mgal)                       NAVD 88
 HL0089
 HL0089  VERT ORDER  -  SECOND    CLASS 0
 HL0089
 HL0089.The horizontal coordinates were scaled from a topographic map and have
 HL0089.an estimated accuracy of +/- 6 seconds.
 HL0089
 HL0089.The orthometric height was determined by differential leveling
 HL0089.and adjusted by the National Geodetic Survey in June 1991..
 HL0089
 HL0089.The geoid height was determined by GEOID03.
 HL0089
 HL0089.The dynamic height is computed by dividing the NAVD 88
 HL0089.geopotential number by the normal gravity value computed on the
 HL0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0089.degrees latitude (g = 980.6199 gals.).
 HL0089
 HL0089.The modeled gravity was interpolated from observed gravity values.
 HL0089
 HL0089;                    North         East    Units  Estimated Accuracy
 HL0089;SPC CO S     -   395,310.      793,150.      MT  (+/- 180 meters Scaled)
 HL0089
 HL0089                          SUPERSEDED SURVEY CONTROL
 HL0089
 HL0089  NGVD 29 (??/??/92) 2887.763  (m)         9474.27   (f) ADJ UNCH    2 0
 HL0089
 HL0089.Superseded values are not recommended for survey control.
 HL0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0089.See file dsdata.txt to determine how the superseded data were derived.
 HL0089
 HL0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB345491(NAD 83)
 HL0089_MARKER: DB = BENCH MARK DISK
 HL0089_SETTING: 80 = SET IN A BOULDER
 HL0089_SP_SET: BOULDER
 HL0089_STAMPING: D 162 1934
 HL0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0089+STABILITY: SURFACE MOTION
 HL0089
 HL0089  HISTORY     - Date     Condition        Report By
 HL0089  HISTORY     - 1934     MONUMENTED       CGS
 HL0089  HISTORY     - 1954     MARK NOT FOUND   NGS
 HL0089
 HL0089                          STATION DESCRIPTION
 HL0089
 HL0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0089'21.0 MI NE FROM PAGOSA SPRINGS.
 HL0089'IN MINERAL COUNTY, ABOUT 21.0 MILES NORTHEAST ALONG U.S. HIGHWAY 160
 HL0089'FROM PAGOSA SPRINGS, ARCHULETA COUNTY, ABOUT 0.3 MILE NORTH OF A LOG
 HL0089'CABIN HIGHWAY MAINTENANCE STATION, ABOUT 0.1 MILE NORTHEAST OF A
 HL0089'HAIRPIN CURVE, IN THE TOP OF A 9-BY 10-FOOT BOULDER, 27.3 FEET
 HL0089'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND 15.4 FEET NORTHWEST
 HL0089'OF A 24-INCH SPRUCE TREE.  A STANDARD DISK, STAMPED D 162 1934.
 HL0089
 HL0089                          STATION RECOVERY (1954)
 HL0089
 HL0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 HL0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1175 ***********************************************************************
 KK1175  DESIGNATION -  D 164 RESET
 KK1175  PID         -  KK1175
 KK1175  STATE/COUNTY-  CO/GILPIN
 KK1175  USGS QUAD   -  CENTRAL CITY (1972)
 KK1175
 KK1175                         *CURRENT SURVEY CONTROL
 KK1175  ___________________________________________________________________
 KK1175* NAD 83(1986)-  39 49 12.     (N)    105 30 56.     (W)     SCALED    
 KK1175* NAVD 88     -      2582.18   (meters)    8471.7    (feet)  RESET     
 KK1175  ___________________________________________________________________
 KK1175  GEOID HEIGHT-         -13.24  (meters)                     GEOID03
 KK1175
 KK1175  VERT ORDER  -  THIRD
 KK1175
 KK1175.The horizontal coordinates were scaled from a topographic map and have
 KK1175.an estimated accuracy of +/- 6 seconds.
 KK1175
 KK1175.The orthometric height was computed from unverified reset data.
 KK1175.No vertical observational check was made to the station.
 KK1175
 KK1175.The geoid height was determined by GEOID03.
 KK1175
 KK1175;                    North         East    Units  Estimated Accuracy
 KK1175;SPC CO N     -   358,840.      913,070.      MT  (+/- 180 meters Scaled)
 KK1175
 KK1175                          SUPERSEDED SURVEY CONTROL
 KK1175
 KK1175  NGVD 29 (??/??/??) 2580.78   (m)         8467.1    (f) RESET       3  
 KK1175
 KK1175.Superseded values are not recommended for survey control.
 KK1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1175.See file dsdata.txt to determine how the superseded data were derived.
 KK1175
 KK1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE558079(NAD 83)
 KK1175_MARKER: DB = BENCH MARK DISK
 KK1175_SETTING: 66 = SET IN ROCK OUTCROP
 KK1175_SP_SET: OUTCROP
 KK1175_STAMPING: D 164 RESET 1938
 KK1175_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1175+STABILITY: POSITION/ELEVATION WELL
 KK1175
 KK1175  HISTORY     - Date     Condition        Report By
 KK1175  HISTORY     - 1938     MONUMENTED       BPR
 KK1175  HISTORY     - 1937     GOOD             NGS
 KK1175  HISTORY     - 20020924 MARK NOT FOUND   USPSQD
 KK1175
 KK1175                          STATION DESCRIPTION
 KK1175
 KK1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 KK1175'1.7 MI NW FROM BLACKHAWK.
 KK1175'1.7 MILES NORTHWEST ALONG STATE HIGHWAY 119 FROM BLACKHAWK, GILPIN
 KK1175'COUNTY, IN THE NW. 1/4, SEC. 1, T. 3 S., R 73 W., OPPOSITE
 KK1175'HIGHWAY STATION 127+75, FOREST HIGHWAY PROJECT COLO. 29 F, NEAR
 KK1175'THE WEST END OF A 150-FOOT COVE, 50 FEET NORTH OF THE CENTERLINE
 KK1175'OF THE HIGHWAY, AND 25 FEET WEST OF THE EAST POINT OF A ROCK
 KK1175'OUTCROP.  A STANDARD DISK, STAMPED D 164 RESET 1938.
 KK1175
 KK1175                          STATION RECOVERY (2002)
 KK1175
 KK1175'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 KK1175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0612 ***********************************************************************
 KK0612  DESIGNATION -  D 165
 KK0612  PID         -  KK0612
 KK0612  STATE/COUNTY-  CO/BOULDER
 KK0612  USGS QUAD   -  ELDORADO SPRINGS (1994)
 KK0612
 KK0612                         *CURRENT SURVEY CONTROL
 KK0612  ___________________________________________________________________
 KK0612* NAD 83(1986)-  39 55 22.     (N)    105 17 18.     (W)     SCALED    
 KK0612* NAVD 88     -      2146.229  (meters)    7041.42   (feet)  ADJUSTED  
 KK0612  ___________________________________________________________________
 KK0612  GEOID HEIGHT-         -15.28  (meters)                     GEOID03
 KK0612  DYNAMIC HT  -        2144.060 (meters)    7034.30  (feet)  COMP
 KK0612  MODELED GRAV-     979,538.1   (mgal)                       NAVD 88
 KK0612
 KK0612  VERT ORDER  -  SECOND    CLASS 0
 KK0612
 KK0612.The horizontal coordinates were scaled from a topographic map and have
 KK0612.an estimated accuracy of +/- 6 seconds.
 KK0612
 KK0612.The orthometric height was determined by differential leveling
 KK0612.and adjusted by the National Geodetic Survey in June 1991..
 KK0612
 KK0612.The geoid height was determined by GEOID03.
 KK0612
 KK0612.The dynamic height is computed by dividing the NAVD 88
 KK0612.geopotential number by the normal gravity value computed on the
 KK0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0612.degrees latitude (g = 980.6199 gals.).
 KK0612
 KK0612.The modeled gravity was interpolated from observed gravity values.
 KK0612
 KK0612;                    North         East    Units  Estimated Accuracy
 KK0612;SPC CO N     -   370,270.      932,500.      MT  (+/- 180 meters Scaled)
 KK0612
 KK0612                          SUPERSEDED SURVEY CONTROL
 KK0612
 KK0612  NGVD 29 (??/??/92) 2145.064  (m)         7037.60   (f) ADJ UNCH    2 0
 KK0612
 KK0612.Superseded values are not recommended for survey control.
 KK0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0612.See file dsdata.txt to determine how the superseded data were derived.
 KK0612
 KK0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE753192(NAD 83)
 KK0612_MARKER: DB = BENCH MARK DISK
 KK0612_SETTING: 66 = SET IN ROCK OUTCROP
 KK0612_SP_SET: 4 BY 5 FT ROCK
 KK0612_STAMPING: D 165 1934
 KK0612_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0612+STABILITY: POSITION/ELEVATION WELL
 KK0612
 KK0612  HISTORY     - Date     Condition        Report By
 KK0612  HISTORY     - 1934     MONUMENTED       CGS
 KK0612  HISTORY     - 1940     GOOD             NGS
 KK0612
 KK0612                          STATION DESCRIPTION
 KK0612
 KK0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0612'9.7 MI SE FROM PINE CLIFF.
 KK0612'9.7 MILES SOUTHEAST ALONG THE DENVER AND SALT LAKE RAILWAY
 KK0612'FROM THE STATION AT PINE CLIFF, BOULDER COUNTY, 680 FEET NORTHEAST
 KK0612'OF THE SIDING AT SCENIC, 320 FEET SOUTHWEST OF THE SOUTHWEST END
 KK0612'OF TUNNEL 8, 75 FEET NORTH OF A GULCH DOWN THE SIDE OF A HILL, 62
 KK0612'FEET EAST OF THE CENTER OF TRESTLE 27.10, 49.7 FEET SOUTHEAST OF
 KK0612'THE CENTERLINE OF THE TRACK, IN THE TOP OF THE NORTHWEST END OF A
 KK0612'4 BY 5 FOOT ROCK, 2 FEET ABOVE THE GROUND, AND 2 FEET LOWER THAN
 KK0612'THE TRACK.  A STANDARD DISK, STAMPED D 165 1934.
 KK0612
 KK0612                          STATION RECOVERY (1940)
 KK0612
 KK0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 KK0612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0126 ***********************************************************************
 HM0126  DESIGNATION -  D 166
 HM0126  PID         -  HM0126
 HM0126  STATE/COUNTY-  CO/MONTEZUMA
 HM0126  USGS QUAD   -  YELLOW JACKET (1979)
 HM0126
 HM0126                         *CURRENT SURVEY CONTROL
 HM0126  ___________________________________________________________________
 HM0126* NAD 83(1986)-  37 31 26.     (N)    108 42 29.     (W)     SCALED    
 HM0126* NAVD 88     -      2081.842  (meters)    6830.18   (feet)  ADJUSTED  
 HM0126  ___________________________________________________________________
 HM0126  GEOID HEIGHT-         -19.37  (meters)                     GEOID03
 HM0126  DYNAMIC HT  -        2079.235 (meters)    6821.62  (feet)  COMP
 HM0126  MODELED GRAV-     979,303.9   (mgal)                       NAVD 88
 HM0126
 HM0126  VERT ORDER  -  SECOND    CLASS 0
 HM0126
 HM0126.The horizontal coordinates were scaled from a topographic map and have
 HM0126.an estimated accuracy of +/- 6 seconds.
 HM0126
 HM0126.The orthometric height was determined by differential leveling
 HM0126.and adjusted by the National Geodetic Survey in June 1991..
 HM0126
 HM0126.The geoid height was determined by GEOID03.
 HM0126
 HM0126.The dynamic height is computed by dividing the NAVD 88
 HM0126.geopotential number by the normal gravity value computed on the
 HM0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0126.degrees latitude (g = 980.6199 gals.).
 HM0126
 HM0126.The modeled gravity was interpolated from observed gravity values.
 HM0126
 HM0126;                    North         East    Units  Estimated Accuracy
 HM0126;SPC CO S     -   404,810.      630,890.      MT  (+/- 180 meters Scaled)
 HM0126
 HM0126                          SUPERSEDED SURVEY CONTROL
 HM0126
 HM0126  NGVD 29 (??/??/92) 2080.665  (m)         6826.32   (f) ADJ UNCH    2 0
 HM0126
 HM0126.Superseded values are not recommended for survey control.
 HM0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0126.See file dsdata.txt to determine how the superseded data were derived.
 HM0126
 HM0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG025554(NAD 83)
 HM0126_MARKER: DB = BENCH MARK DISK
 HM0126_SETTING: 66 = SET IN ROCK OUTCROP
 HM0126_SP_SET: SANDSTONE OUTCROP
 HM0126_STAMPING: D-166 1934
 HM0126_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0126+STABILITY: POSITION/ELEVATION WELL
 HM0126
 HM0126  HISTORY     - Date     Condition        Report By
 HM0126  HISTORY     - 1934     MONUMENTED       CGS
 HM0126
 HM0126                          STATION DESCRIPTION
 HM0126
 HM0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0126'3.7 MI NW FROM LEWIS.
 HM0126'3.7 MILES NORTHWEST OF, ALONG U.S. HWY. 160, FROM LEWIS PUBLIC SCHOOL.
 HM0126'ABOUT .7 MILE EAST OF YELLOW JACKET POST OFFICE.  800 FEET EAST OF
 HM0126'TWO ROOM LOG CABIN.  400 FEET SOUTHEAST OF SOUTH END OF SMALL WOODEN
 HM0126'HIGHWAY BRIDGE.  115 FEET SOUTHWEST OF SOUTH END OF CULVERT UNDER
 HM0126'HIGHWAY.  60 FEET SOUTH OF CENTERLINE OF U.S. HWY. 160.  3.5 FEET
 HM0126'SOUTH OF ROCK CAIRN, 3 FT. IN DIAMETER AT BASE, AND 3 FEET HIGH, 3.2
 HM0126'FEET NORTH OF FENCE LINE.  TABLET SET HORIZONTALLY IN TOP OF
 HM0126'OUTCROPPING OF SANDSTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0943 ***********************************************************************
 KK0943  DESIGNATION -  D 167
 KK0943  PID         -  KK0943
 KK0943  STATE/COUNTY-  CO/PARK
 KK0943  USGS QUAD   -  OBSERVATORY ROCK (1979)
 KK0943
 KK0943                         *CURRENT SURVEY CONTROL
 KK0943  ___________________________________________________________________
 KK0943* NAD 83(1986)-  39 17 59.     (N)    105 43 25.     (W)     SCALED    
 KK0943* NAVD 88     -      2813.976  (meters)    9232.19   (feet)  ADJUSTED  
 KK0943  ___________________________________________________________________
 KK0943  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 KK0943  DYNAMIC HT  -        2810.482 (meters)    9220.72  (feet)  COMP
 KK0943  MODELED GRAV-     979,283.3   (mgal)                       NAVD 88
 KK0943
 KK0943  VERT ORDER  -  SECOND    CLASS 0
 KK0943
 KK0943.The horizontal coordinates were scaled from a topographic map and have
 KK0943.an estimated accuracy of +/- 6 seconds.
 KK0943
 KK0943.The orthometric height was determined by differential leveling
 KK0943.and adjusted by the National Geodetic Survey in June 1991..
 KK0943
 KK0943.The geoid height was determined by GEOID03.
 KK0943
 KK0943.The dynamic height is computed by dividing the NAVD 88
 KK0943.geopotential number by the normal gravity value computed on the
 KK0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0943.degrees latitude (g = 980.6199 gals.).
 KK0943
 KK0943.The modeled gravity was interpolated from observed gravity values.
 KK0943
 KK0943;                    North         East    Units  Estimated Accuracy
 KK0943;SPC CO C     -   467,610.      895,110.      MT  (+/- 180 meters Scaled)
 KK0943
 KK0943                          SUPERSEDED SURVEY CONTROL
 KK0943
 KK0943  NGVD 29 (??/??/92) 2812.434  (m)         9227.13   (f) ADJ UNCH    2 0
 KK0943
 KK0943.Superseded values are not recommended for survey control.
 KK0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0943.See file dsdata.txt to determine how the superseded data were derived.
 KK0943
 KK0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD376502(NAD 83)
 KK0943_MARKER: DB = BENCH MARK DISK
 KK0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0943_STAMPING: D 167 1934
 KK0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0943+STABILITY: SURFACE MOTION
 KK0943
 KK0943  HISTORY     - Date     Condition        Report By
 KK0943  HISTORY     - 1934     MONUMENTED       CGS
 KK0943
 KK0943                          STATION DESCRIPTION
 KK0943
 KK0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0943'8.1 MI SE FROM JEFFERSON.
 KK0943'8.1 MILES SOUTHEAST ALONG STATE HIGHWAY 77 FROM THE GRAMMAR SCHOOL
 KK0943'AT JEFFERSON, PARK COUNTY, AT AN EAST-AND-WEST STRETCH OF HIGHWAY,
 KK0943'ON THE TOP OF A RIDGE, 5 FEET EAST OF A CATTLE GUARD FENCE, 26
 KK0943'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 1 1/2 FEET
 KK0943'SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED D 167 1934
 KK0943'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0120 ***********************************************************************
 HL0120  DESIGNATION -  D 168
 HL0120  PID         -  HL0120
 HL0120  STATE/COUNTY-  CO/MINERAL
 HL0120  USGS QUAD   -  CREEDE (1986)
 HL0120
 HL0120                         *CURRENT SURVEY CONTROL
 HL0120  ___________________________________________________________________
 HL0120* NAD 83(1986)-  37 49 56.     (N)    106 54 51.     (W)     SCALED    
 HL0120* NAVD 88     -      2643.023  (meters)    8671.32   (feet)  ADJUSTED  
 HL0120  ___________________________________________________________________
 HL0120  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 HL0120  DYNAMIC HT  -        2639.327 (meters)    8659.19  (feet)  COMP
 HL0120  MODELED GRAV-     979,136.8   (mgal)                       NAVD 88
 HL0120
 HL0120  VERT ORDER  -  SECOND    CLASS 0
 HL0120
 HL0120.The horizontal coordinates were scaled from a topographic map and have
 HL0120.an estimated accuracy of +/- 6 seconds.
 HL0120
 HL0120.The orthometric height was determined by differential leveling
 HL0120.and adjusted by the National Geodetic Survey in June 1991..
 HL0120
 HL0120.The geoid height was determined by GEOID03.
 HL0120
 HL0120.The dynamic height is computed by dividing the NAVD 88
 HL0120.geopotential number by the normal gravity value computed on the
 HL0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0120.degrees latitude (g = 980.6199 gals.).
 HL0120
 HL0120.The modeled gravity was interpolated from observed gravity values.
 HL0120
 HL0120;                    North         East    Units  Estimated Accuracy
 HL0120;SPC CO S     -   435,100.      789,920.      MT  (+/- 180 meters Scaled)
 HL0120
 HL0120                          SUPERSEDED SURVEY CONTROL
 HL0120
 HL0120  NGVD 29 (??/??/92) 2641.348  (m)         8665.82   (f) ADJ UNCH    2 0
 HL0120
 HL0120.Superseded values are not recommended for survey control.
 HL0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0120.See file dsdata.txt to determine how the superseded data were derived.
 HL0120
 HL0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB315889(NAD 83)
 HL0120_MARKER: DB = BENCH MARK DISK
 HL0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0120_STAMPING: D 168 1934
 HL0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0120+STABILITY: SURFACE MOTION
 HL0120
 HL0120  HISTORY     - Date     Condition        Report By
 HL0120  HISTORY     - 1934     MONUMENTED       CGS
 HL0120  HISTORY     - 1959     GOOD             USGS
 HL0120
 HL0120                          STATION DESCRIPTION
 HL0120
 HL0120'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 HL0120'1.6 MI SE FROM CREEDE.
 HL0120'1.6 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 HL0120'FROM THE STATION CREEDE, MINERAL COUNTY, 440 FEET NORTHWEST OF
 HL0120'MILEPOST 319, 168 FEET WEST OF CENTERLINE STATE HIGHWAY 149 AT METAL
 HL0120'CULVERT, 69 FEET NORTHEAST CENTERLINE OF TRACK.  A STANDARD DISK,
 HL0120'STAMPED D 168 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0458 ***********************************************************************
 JL0458  DESIGNATION -  D 169
 JL0458  PID         -  JL0458
 JL0458  STATE/COUNTY-  CO/HINSDALE
 JL0458  USGS QUAD   -  CANNIBAL PLATEAU (1982)
 JL0458
 JL0458                         *CURRENT SURVEY CONTROL
 JL0458  ___________________________________________________________________
 JL0458* NAD 83(1986)-  38 00 30.     (N)    107 12 18.     (W)     SCALED    
 JL0458* NAVD 88     -      3278.328  (meters)   10755.65   (feet)  ADJUSTED  
 JL0458  ___________________________________________________________________
 JL0458  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 JL0458  DYNAMIC HT  -        3273.383 (meters)   10739.42  (feet)  COMP
 JL0458  MODELED GRAV-     979,001.7   (mgal)                       NAVD 88
 JL0458
 JL0458  VERT ORDER  -  SECOND    CLASS 0
 JL0458
 JL0458.The horizontal coordinates were scaled from a topographic map and have
 JL0458.an estimated accuracy of +/- 6 seconds.
 JL0458
 JL0458.The orthometric height was determined by differential leveling
 JL0458.and adjusted by the National Geodetic Survey in June 1991..
 JL0458
 JL0458.The geoid height was determined by GEOID03.
 JL0458
 JL0458.The dynamic height is computed by dividing the NAVD 88
 JL0458.geopotential number by the normal gravity value computed on the
 JL0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0458.degrees latitude (g = 980.6199 gals.).
 JL0458
 JL0458.The modeled gravity was interpolated from observed gravity values.
 JL0458
 JL0458;                    North         East    Units  Estimated Accuracy
 JL0458;SPC CO S     -   455,070.      764,680.      MT  (+/- 180 meters Scaled)
 JL0458
 JL0458                          SUPERSEDED SURVEY CONTROL
 JL0458
 JL0458  NGVD 29 (??/??/92) 3276.307  (m)        10749.02   (f) ADJ UNCH    2 0
 JL0458
 JL0458.Superseded values are not recommended for survey control.
 JL0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0458.See file dsdata.txt to determine how the superseded data were derived.
 JL0458
 JL0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC064090(NAD 83)
 JL0458_MARKER: DB = BENCH MARK DISK
 JL0458_SETTING: 80 = SET IN A BOULDER
 JL0458_SP_SET: BOULDER
 JL0458_STAMPING: D 169 1934
 JL0458_MARK LOGO: CGS   
 JL0458_MAGNETIC: N = NO MAGNETIC MATERIAL
 JL0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0458+STABILITY: SURFACE MOTION
 JL0458
 JL0458  HISTORY     - Date     Condition        Report By
 JL0458  HISTORY     - 1934     MONUMENTED       CGS
 JL0458  HISTORY     - 1963     MARK NOT FOUND   USGS
 JL0458  HISTORY     - 19900824 POOR             USGS
 JL0458  HISTORY     - 19900824 POOR             USGS
 JL0458  HISTORY     - 19910615 MARK NOT FOUND   USPSQD
 JL0458
 JL0458                          STATION DESCRIPTION
 JL0458
 JL0458'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 JL0458'12.4 MI SE FROM LAKE CITY.
 JL0458'12.4 MILES SOUTHEAST ALONG STATE HIGHWAY 149 FROM THE DENVER AND RIO
 JL0458'GRANDE WESTERN RAILROAD (NOW ABANDONED) STATION AT LAKE CITY, HINSDALE
 JL0458'COUNTY, 0.1 MILE NORTHEAST OF A SMALL LAKE, 60 FEET NORTHWEST OF THE
 JL0458'FOOT OF A SMALL KNOLL, 55 FEET SOUTHEAST OF THE NORTHEAST END OF A
 JL0458'SHARP CURVE, 36 FEET SOUTHWEST OF A LAVA ROCK BED, 44 FEET SOUTHEAST
 JL0458'OF THE CENTERLINE OF THE HIGHWAY, IN A 7- BY 6 -FOOT BOULDER, AND
 JL0458'10-INCHES ABOVE GROUND.  A STANDARD DISK, STAMPED D 169 1934.
 JL0458
 JL0458                          STATION RECOVERY (1990)
 JL0458
 JL0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (WKS)
 JL0458'MARK RECOVERED IN POOR CONDITION.
 JL0458
 JL0458                          STATION RECOVERY (1990)
 JL0458
 JL0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 JL0458'3.1 KM (1.93 MI) NORTH OF S.H. 149 AT SLUMGULLION PASS ALONG THE
 JL0458'MILL CREEK ROAD, IN BOULDER ON SOUTH SIDE OF ROAD IN PATH TO DAM AT
 JL0458'LOWER MILL CREEK POND (OR LAKE), IDENTIFIED BY SIGN.  MARK HAS LARGE
 JL0458'SCRAPE MARK.  ORIGINAL DESCRIPTION IS 0.16 KM NORTHEAST OF A SMALL
 JL0458'LAKE, BUT IT IS BELIEVED THE DAM WAS CONSTRUCTED AFTER THE MARK WAS
 JL0458'SET AND THE ORIGINAL LAKE WAS FARTHER AWAY.  MARK MAY HAVE BEEN MOVED
 JL0458'DURING CONSTRUCTION, BUT MAY BE CHECKED BETWEEN C 169, SHOWN ON TOPO
 JL0458'MAP, AND E 169.
 JL0458
 JL0458                          STATION RECOVERY (1991)
 JL0458
 JL0458'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 JL0458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0342 ***********************************************************************
 JL0342  DESIGNATION -  D 170
 JL0342  PID         -  JL0342
 JL0342  STATE/COUNTY-  CO/GUNNISON
 JL0342  USGS QUAD   -  SAPINERO (1982)
 JL0342
 JL0342                         *CURRENT SURVEY CONTROL
 JL0342  ___________________________________________________________________
 JL0342* NAD 83(1986)-  38 24 30.     (N)    107 15 12.     (W)     SCALED    
 JL0342* NAVD 88     -      2273.168  (meters)    7457.89   (feet)  ADJUSTED  
 JL0342  ___________________________________________________________________
 JL0342  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 JL0342  DYNAMIC HT  -        2270.379 (meters)    7448.74  (feet)  COMP
 JL0342  MODELED GRAV-     979,320.2   (mgal)                       NAVD 88
 JL0342
 JL0342  VERT ORDER  -  SECOND    CLASS 0
 JL0342
 JL0342.The horizontal coordinates were scaled from a topographic map and have
 JL0342.an estimated accuracy of +/- 6 seconds.
 JL0342
 JL0342.The orthometric height was determined by differential leveling
 JL0342.and adjusted by the National Geodetic Survey in June 1991..
 JL0342
 JL0342.The geoid height was determined by GEOID03.
 JL0342
 JL0342.The dynamic height is computed by dividing the NAVD 88
 JL0342.geopotential number by the normal gravity value computed on the
 JL0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0342.degrees latitude (g = 980.6199 gals.).
 JL0342
 JL0342.The modeled gravity was interpolated from observed gravity values.
 JL0342
 JL0342;                    North         East    Units  Estimated Accuracy
 JL0342;SPC CO C     -   370,110.      761,270.      MT  (+/- 180 meters Scaled)
 JL0342
 JL0342                          SUPERSEDED SURVEY CONTROL
 JL0342
 JL0342  NGVD 29 (??/??/92) 2271.681  (m)         7453.01   (f) ADJ UNCH    2 0
 JL0342
 JL0342.Superseded values are not recommended for survey control.
 JL0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0342.See file dsdata.txt to determine how the superseded data were derived.
 JL0342
 JL0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC032535(NAD 83)
 JL0342_MARKER: DB = BENCH MARK DISK
 JL0342_SETTING: 66 = SET IN ROCK OUTCROP
 JL0342_SP_SET: GRANITE ROCK
 JL0342_STAMPING: D 170 1934
 JL0342_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0342+STABILITY: POSITION/ELEVATION WELL
 JL0342
 JL0342  HISTORY     - Date     Condition        Report By
 JL0342  HISTORY     - 1934     MONUMENTED       CGS
 JL0342
 JL0342                          STATION DESCRIPTION
 JL0342
 JL0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0342'6.7 MI S FROM SAPINERO.
 JL0342'6.7 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD (NOW
 JL0342'ABANDONED) FROM THE STATION AT SAPINERO, GUNNISON COUNTY, 375 FEET
 JL0342'NORTH OF MILEPOST 321, 30 FEET NORTHEAST OF THE NORTHEAST BANK OF LAKE
 JL0342'FORK OF GUNNISON RIVER, 28 FEET NORTHWEST OF A POLE, 15 FEET NORTHEAST
 JL0342'OF THE CENTERLINE OF THE TRACK IN THE TOP OF A 5-1/2 BY 5-FOOT SAND
 JL0342'GRANITE ROCK, AND 2-1/2-FEET ABOVE GROUND.  A STANDARD DISK, STAMPED D
 JL0342'170 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0340 ***********************************************************************
 JK0340  DESIGNATION -  D 172
 JK0340  PID         -  JK0340
 JK0340  STATE/COUNTY-  CO/TELLER
 JK0340  USGS QUAD   -  PIKES PEAK (1984)
 JK0340
 JK0340                         *CURRENT SURVEY CONTROL
 JK0340  ___________________________________________________________________
 JK0340* NAD 83(1986)-  38 45 20.     (N)    105 06 17.     (W)     SCALED    
 JK0340* NAVD 88     -      3001.573  (meters)    9847.66   (feet)  ADJUSTED  
 JK0340  ___________________________________________________________________
 JK0340  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 JK0340  DYNAMIC HT  -        2997.734 (meters)    9835.07  (feet)  COMP
 JK0340  MODELED GRAV-     979,238.3   (mgal)                       NAVD 88
 JK0340
 JK0340  VERT ORDER  -  SECOND    CLASS 0
 JK0340
 JK0340.The horizontal coordinates were scaled from a topographic map and have
 JK0340.an estimated accuracy of +/- 6 seconds.
 JK0340
 JK0340.The orthometric height was determined by differential leveling
 JK0340.and adjusted by the National Geodetic Survey in June 1991..
 JK0340
 JK0340.The geoid height was determined by GEOID03.
 JK0340
 JK0340.The dynamic height is computed by dividing the NAVD 88
 JK0340.geopotential number by the normal gravity value computed on the
 JK0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0340.degrees latitude (g = 980.6199 gals.).
 JK0340
 JK0340.The modeled gravity was interpolated from observed gravity values.
 JK0340
 JK0340;                    North         East    Units  Estimated Accuracy
 JK0340;SPC CO C     -   407,250.      948,760.      MT  (+/- 180 meters Scaled)
 JK0340
 JK0340                          SUPERSEDED SURVEY CONTROL
 JK0340
 JK0340  NGVD 29 (??/??/92) 3000.129  (m)         9842.92   (f) ADJ UNCH    2 0
 JK0340
 JK0340.Superseded values are not recommended for survey control.
 JK0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0340.See file dsdata.txt to determine how the superseded data were derived.
 JK0340
 JK0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC909896(NAD 83)
 JK0340_MARKER: DB = BENCH MARK DISK
 JK0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0340_STAMPING: D 172 1934
 JK0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0340+STABILITY: SURFACE MOTION
 JK0340
 JK0340  HISTORY     - Date     Condition        Report By
 JK0340  HISTORY     - 1934     MONUMENTED       CGS
 JK0340  HISTORY     - 1938     GOOD             NGS
 JK0340
 JK0340                          STATION DESCRIPTION
 JK0340
 JK0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JK0340'5.8 MI N FROM VICTOR.
 JK0340'5.8 MILES NORTH ALONG THE ROADBED OF THE ABANDONED MIDLAND TERMINAL
 JK0340'RAILWAY FROM THE STATION AT VICTOR, TELLER COUNTY, 0.3 MILE SOUTHEAST
 JK0340'OF MILEPOST 43, 700 FEET NORTHWEST OF A CULVERT, 29 FEET NORTHEAST
 JK0340'OF THE CENTERLINE OF THE TRACK, 5 FEET SOUTHEAST OF A FENCE CORNER
 JK0340'AND 1 FOOT SOUTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 JK0340'STAMPED D 172 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JK0340
 JK0340                          STATION RECOVERY (1938)
 JK0340
 JK0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 JK0340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0788 ***********************************************************************
 KK0788  DESIGNATION -  D 173
 KK0788  PID         -  KK0788
 KK0788  STATE/COUNTY-  CO/PARK
 KK0788  USGS QUAD   -  TARRYALL (1994)
 KK0788
 KK0788                         *CURRENT SURVEY CONTROL
 KK0788  ___________________________________________________________________
 KK0788* NAD 83(1986)-  39 07 12.     (N)    105 28 27.     (W)     SCALED    
 KK0788* NAVD 88     -      2650.092  (meters)    8694.51   (feet)  ADJUSTED  
 KK0788  ___________________________________________________________________
 KK0788  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 KK0788  DYNAMIC HT  -        2646.920 (meters)    8684.10  (feet)  COMP
 KK0788  MODELED GRAV-     979,333.8   (mgal)                       NAVD 88
 KK0788
 KK0788  VERT ORDER  -  SECOND    CLASS 0
 KK0788
 KK0788.The horizontal coordinates were scaled from a topographic map and have
 KK0788.an estimated accuracy of +/- 6 seconds.
 KK0788
 KK0788.The orthometric height was determined by differential leveling
 KK0788.and adjusted by the National Geodetic Survey in June 1991..
 KK0788
 KK0788.The geoid height was determined by GEOID03.
 KK0788
 KK0788.The dynamic height is computed by dividing the NAVD 88
 KK0788.geopotential number by the normal gravity value computed on the
 KK0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0788.degrees latitude (g = 980.6199 gals.).
 KK0788
 KK0788.The modeled gravity was interpolated from observed gravity values.
 KK0788
 KK0788;                    North         East    Units  Estimated Accuracy
 KK0788;SPC CO C     -   447,630.      916,640.      MT  (+/- 180 meters Scaled)
 KK0788
 KK0788                          SUPERSEDED SURVEY CONTROL
 KK0788
 KK0788  NGVD 29 (??/??/92) 2648.712  (m)         8689.98   (f) ADJ UNCH    2 0
 KK0788
 KK0788.Superseded values are not recommended for survey control.
 KK0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0788.See file dsdata.txt to determine how the superseded data were derived.
 KK0788
 KK0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD590302(NAD 83)
 KK0788_MARKER: DB = BENCH MARK DISK
 KK0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0788_STAMPING: D 173 1934
 KK0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0788+STABILITY: SURFACE MOTION
 KK0788
 KK0788  HISTORY     - Date     Condition        Report By
 KK0788  HISTORY     - 1934     MONUMENTED       CGS
 KK0788
 KK0788                          STATION DESCRIPTION
 KK0788
 KK0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0788'13 MI NW FROM LAKE GEORGE.
 KK0788'13.0 MILES NORTHWEST ALONG STATE HIGHWAY 77 FROM LAKE GEORGE,
 KK0788'AT TARRYALL, IN THE SCHOOL YARD, 34 FEET SOUTHWEST OF THE SOUTH
 KK0788'END OF THE SCHOOL BUILDING, 27 FEET EAST OF THE CENTERLINE OF THE
 KK0788'HIGHWAY, 12 FEET EAST OF THE RIGHT-OF-WAY FENCE, AND 2 FEET
 KK0788'WEST OF A POLE.  A STANDARD DISK, STAMPED D 173 1934 AND SET
 KK0788'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0450 ***********************************************************************
 JK0450  DESIGNATION -  D 175
 JK0450  PID         -  JK0450
 JK0450  STATE/COUNTY-  CO/TELLER
 JK0450  USGS QUAD   -  WOODLAND PARK (1994)
 JK0450
 JK0450                         *CURRENT SURVEY CONTROL
 JK0450  ___________________________________________________________________
 JK0450* NAD 83(1992)-  38 58 20.08055(N)    105 02 20.37966(W)     ADJUSTED  
 JK0450* NAVD 88     -      2490.861  (meters)    8172.10   (feet)  ADJUSTED  
 JK0450  ___________________________________________________________________
 JK0450  X           -  -1,288,868.668 (meters)                     COMP
 JK0450  Y           -  -4,797,061.836 (meters)                     COMP
 JK0450  Z           -   3,991,479.214 (meters)                     COMP
 JK0450  LAPLACE CORR-         -10.08  (seconds)                    DEFLEC99
 JK0450  ELLIP HEIGHT-        2475.99  (meters)          (12/03/02) GPS OBS
 JK0450  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 JK0450  DYNAMIC HT  -        2487.947 (meters)    8162.54  (feet)  COMP
 JK0450  MODELED GRAV-     979,366.9   (mgal)                       NAVD 88
 JK0450
 JK0450  HORZ ORDER  -  FIRST
 JK0450  VERT ORDER  -  SECOND    CLASS 0
 JK0450  ELLP ORDER  -  FOURTH    CLASS II
 JK0450
 JK0450.The horizontal coordinates were established by GPS observations
 JK0450.and adjusted by the National Geodetic Survey in April 1994..
 JK0450
 JK0450.The orthometric height was determined by differential leveling
 JK0450.and adjusted by the National Geodetic Survey in June 1991..
 JK0450
 JK0450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK0450
 JK0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0450
 JK0450.The ellipsoidal height was determined by GPS observations
 JK0450.and is referenced to NAD 83.
 JK0450
 JK0450.The geoid height was determined by GEOID03.
 JK0450
 JK0450.The dynamic height is computed by dividing the NAVD 88
 JK0450.geopotential number by the normal gravity value computed on the
 JK0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0450.degrees latitude (g = 980.6199 gals.).
 JK0450
 JK0450.The modeled gravity was interpolated from observed gravity values.
 JK0450
 JK0450;                    North         East     Units Scale Factor Converg.
 JK0450;SPC CO C     -   431,329.082   954,350.057   MT  0.99993842   +0 17 26.7
 JK0450;SPC CO C     - 1,415,118.83  3,131,063.48   sFT  0.99993842   +0 17 26.7
 JK0450;UTM  13      - 4,313,697.267   496,622.092   MT  0.99960014   -0 01 28.3
 JK0450
 JK0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0450!SPC CO C     -   0.99961168  x   0.99993842  =   0.99955012
 JK0450!UTM  13      -   0.99961168  x   0.99960014  =   0.99921197
 JK0450
 JK0450                          SUPERSEDED SURVEY CONTROL
 JK0450
 JK0450  ELLIP H (04/22/94) 2476.00   (m)                       GP(       ) 4 1
 JK0450  NAVD 88 (04/22/94) 2490.86   (m)         8172.1    (f) LEVELING    3  
 JK0450  NGVD 29 (??/??/92) 2489.611  (m)         8168.00   (f) ADJ UNCH    2 0
 JK0450
 JK0450.Superseded values are not recommended for survey control.
 JK0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0450.See file dsdata.txt to determine how the superseded data were derived.
 JK0450
 JK0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9662213697(NAD 83)
 JK0450_MARKER: DB = BENCH MARK DISK
 JK0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0450_SP_SET: CONCRETE POST
 JK0450_STAMPING: D 175 1934
 JK0450_MARK LOGO: CGS   
 JK0450_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0450+STABILITY: SURFACE MOTION
 JK0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0450+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1997
 JK0450
 JK0450  HISTORY     - Date     Condition        Report By
 JK0450  HISTORY     - 1934     MONUMENTED       CGS
 JK0450  HISTORY     - 19920930 GOOD             CODOT
 JK0450  HISTORY     - 19970108 GOOD             CODOT
 JK0450
 JK0450                          STATION DESCRIPTION
 JK0450
 JK0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JK0450'2 MI SE FROM WOODLAND PARK.
 JK0450'2 MILES SOUTHEAST ALONG THE MIDLAND TERMINAL RAILWAY FROM
 JK0450'THE STATION AT WOODLAND PARK, TELLER COUNTY, 52 FEET WEST OF
 JK0450'MILEPOST 18, 165 FEET NORTH OF A CURVE, 45 FEET NORTHEAST OF
 JK0450'TWO 1.3-FOOT PINE TREES 10 FEET APART, 29 FEET WEST OF THE
 JK0450'CENTERLINE OF THE TRACK, 22 FEET EAST OF THE RIGHT-OF-WAY FENCE,
 JK0450'AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED
 JK0450'D 175 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JK0450
 JK0450                          STATION RECOVERY (1992)
 JK0450
 JK0450'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1992
 JK0450'THE STATION IS LOCATED ABOUT 2.0 MI (3.22 KM) SOUTHEAST OF WOODLAND
 JK0450'PARK, IN THE SOUTHWEST 1/4 OF SECTION 30, T 12 S, R 68 W.
 JK0450'OWNERSHIP--THIS STATION IS LOCATED ON PRIVATE LAND, CONSULT OWNER ON
 JK0450'SITE.
 JK0450'TO REACH THE STATION FROM THE Y-INTERSECTION OF COLORADO HIGHWAY 67
 JK0450'AND U. S. HIGHWAY 24 IN WOODLAND PARK, GO EAST AND SOUTHEAST ON U. S.
 JK0450'HIGHWAY 24 FOR 2.0 MI (3.22 KM) TO AN INTERSECTION.  TURN RIGHT, WEST
 JK0450', FOR 0.05 MI (0.08 KM) TO A T-INTERSECTION.  TURN LEFT, SOUTHEAST,
 JK0450'FOR 0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT IN A HORSE BOARDING
 JK0450'RANCH.  IT IS ACROSS, SOUTHWEST, OF U.S. HIGHWAY 24 FROM THE ASPEN
 JK0450'CARCARE CENTER.
 JK0450'THE STATION IS SET IN A 0.5 FT (0.15 M) SQUARE CONCRETE POST
 JK0450'PROJECTING 0.1 FT (0.03 M) ABOVE GROUND.  IT IS LOCATED 267 FT
 JK0450'(81.38 M) SOUTHWEST OF THE SOUTHWESTERN RIGHT-OF-WAY FENCE OF U. S.
 JK0450'HIGHWAY 24, 76.5 FT (23.32 M) SOUTH OF A FORK IN A DIRT ROAD, 69.5 FT
 JK0450'(21.18 M) WEST OF A TELEPHONE POLE WITH TRANSFORMER, 51.9 FT
 JK0450'(15.82 M) NORTHEAST OF THE EASTERN ONE OF TWO PINE TREES, 48.6 FT
 JK0450'(14.81 M) SOUTHWEST OF A TELEPHONE RISER, 40.3 FT (12.28 M) WEST OF A
 JK0450'POLE CORRAL FENCE AND 1.0 FT (0.30 M) NORTH OF A WITNESS POST.
 JK0450
 JK0450                          STATION RECOVERY (1997)
 JK0450
 JK0450'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 JK0450'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0931 ***********************************************************************
 KK0931  DESIGNATION -  D 177
 KK0931  PID         -  KK0931
 KK0931  STATE/COUNTY-  CO/PARK
 KK0931  USGS QUAD   -  SULPHUR MOUNTAIN (1994)
 KK0931
 KK0931                         *CURRENT SURVEY CONTROL
 KK0931  ___________________________________________________________________
 KK0931* NAD 83(1986)-  39 00 54.     (N)    105 43 47.     (W)     SCALED    
 KK0931* NAVD 88     -      2682.969  (meters)    8802.37   (feet)  ADJUSTED  
 KK0931  ___________________________________________________________________
 KK0931  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 KK0931  DYNAMIC HT  -        2679.615 (meters)    8791.37  (feet)  COMP
 KK0931  MODELED GRAV-     979,280.1   (mgal)                       NAVD 88
 KK0931
 KK0931  VERT ORDER  -  SECOND    CLASS 0
 KK0931
 KK0931.The horizontal coordinates were scaled from a topographic map and have
 KK0931.an estimated accuracy of +/- 6 seconds.
 KK0931
 KK0931.The orthometric height was determined by differential leveling
 KK0931.and adjusted by the National Geodetic Survey in June 1991..
 KK0931
 KK0931.The geoid height was determined by GEOID03.
 KK0931
 KK0931.The dynamic height is computed by dividing the NAVD 88
 KK0931.geopotential number by the normal gravity value computed on the
 KK0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0931.degrees latitude (g = 980.6199 gals.).
 KK0931
 KK0931.The modeled gravity was interpolated from observed gravity values.
 KK0931
 KK0931;                    North         East    Units  Estimated Accuracy
 KK0931;SPC CO C     -   436,000.      894,510.      MT  (+/- 180 meters Scaled)
 KK0931
 KK0931                          SUPERSEDED SURVEY CONTROL
 KK0931
 KK0931  NGVD 29 (??/??/92) 2681.444  (m)         8797.37   (f) ADJ UNCH    2 0
 KK0931
 KK0931.Superseded values are not recommended for survey control.
 KK0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0931.See file dsdata.txt to determine how the superseded data were derived.
 KK0931
 KK0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD368186(NAD 83)
 KK0931_MARKER: DB = BENCH MARK DISK
 KK0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0931_STAMPING: D 177 1934
 KK0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0931+STABILITY: SURFACE MOTION
 KK0931
 KK0931  HISTORY     - Date     Condition        Report By
 KK0931  HISTORY     - 1934     MONUMENTED       CGS
 KK0931
 KK0931                          STATION DESCRIPTION
 KK0931
 KK0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0931'3.8 MI E FROM HARTSEL.
 KK0931'3.8 MILES EAST ALONG U.S. HIGHWAY 24 FROM HARTSEL, PARK COUNTY,
 KK0931'57 FEET EAST OF THE A. R. BUCKLEY RANCH HOUSE, 40 FEET SOUTH OF
 KK0931'THE CENTERLINE OF THE HIGHWAY, AND 4.6 FEET SOUTH OF THE NORTHEAST
 KK0931'CORNER OF THE YARD FENCE.  A STANDARD DISK, STAMPED D 177 1934 AND
 KK0931'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0432 ***********************************************************************
 JL0432  DESIGNATION -  D 178
 JL0432  PID         -  JL0432
 JL0432  STATE/COUNTY-  CO/DELTA
 JL0432  USGS QUAD   -  LAZEAR (1978)
 JL0432
 JL0432                         *CURRENT SURVEY CONTROL
 JL0432  ___________________________________________________________________
 JL0432* NAD 83(1986)-  38 47 48.     (N)    107 49 36.     (W)     SCALED    
 JL0432* NAVD 88     -      1639.830  (meters)    5380.01   (feet)  ADJUSTED  
 JL0432  ___________________________________________________________________
 JL0432  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 JL0432  DYNAMIC HT  -        1638.087 (meters)    5374.29  (feet)  COMP
 JL0432  MODELED GRAV-     979,508.1   (mgal)                       NAVD 88
 JL0432
 JL0432  VERT ORDER  -  SECOND    CLASS 0
 JL0432
 JL0432.The horizontal coordinates were scaled from a topographic map and have
 JL0432.an estimated accuracy of +/- 6 seconds.
 JL0432
 JL0432.The orthometric height was determined by differential leveling
 JL0432.and adjusted by the National Geodetic Survey in June 1991..
 JL0432
 JL0432.The geoid height was determined by GEOID03.
 JL0432
 JL0432.The dynamic height is computed by dividing the NAVD 88
 JL0432.geopotential number by the normal gravity value computed on the
 JL0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0432.degrees latitude (g = 980.6199 gals.).
 JL0432
 JL0432.The modeled gravity was interpolated from observed gravity values.
 JL0432
 JL0432;                    North         East    Units  Estimated Accuracy
 JL0432;SPC CO C     -   414,330.      712,310.      MT  (+/- 180 meters Scaled)
 JL0432
 JL0432                          SUPERSEDED SURVEY CONTROL
 JL0432
 JL0432  NGVD 29 (??/??/92) 1638.603  (m)         5375.98   (f) ADJ UNCH    2 0
 JL0432
 JL0432.Superseded values are not recommended for survey control.
 JL0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0432.See file dsdata.txt to determine how the superseded data were derived.
 JL0432
 JL0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC545980(NAD 83)
 JL0432_MARKER: DB = BENCH MARK DISK
 JL0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0432_STAMPING: D 178 1934
 JL0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0432+STABILITY: SURFACE MOTION
 JL0432
 JL0432  HISTORY     - Date     Condition        Report By
 JL0432  HISTORY     - 1934     MONUMENTED       CGS
 JL0432
 JL0432                          STATION DESCRIPTION
 JL0432
 JL0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0432'7.7 MI W FROM HOTCHKISS.
 JL0432'7.7 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JL0432'THE STATION AT HOTCHKISS, DELTA COUNTY, 51.8 FEET SOUTHEAST OF
 JL0432'MILEPOST 390, 158 FEET EAST OF THE CENTER OF THE CROSSING OF STATE
 JL0432'HIGHWAY 92, 59 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 31.3
 JL0432'FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED D
 JL0432'178 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0550 ***********************************************************************
 JK0550  DESIGNATION -  D 179
 JK0550  PID         -  JK0550
 JK0550  STATE/COUNTY-  CO/FREMONT
 JK0550  USGS QUAD   -  FLORENCE (1975)
 JK0550
 JK0550                         *CURRENT SURVEY CONTROL
 JK0550  ___________________________________________________________________
 JK0550* NAD 83(1986)-  38 28 58.     (N)    105 07 04.     (W)     SCALED    
 JK0550* NAVD 88     -      1735.739  (meters)    5694.67   (feet)  ADJUSTED  
 JK0550  ___________________________________________________________________
 JK0550  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 JK0550  DYNAMIC HT  -        1733.839 (meters)    5688.44  (feet)  COMP
 JK0550  MODELED GRAV-     979,473.1   (mgal)                       NAVD 88
 JK0550
 JK0550  VERT ORDER  -  SECOND    CLASS 0
 JK0550
 JK0550.The horizontal coordinates were scaled from a topographic map and have
 JK0550.an estimated accuracy of +/- 6 seconds.
 JK0550
 JK0550.The orthometric height was determined by differential leveling
 JK0550.and adjusted by the National Geodetic Survey in June 1991..
 JK0550
 JK0550.The geoid height was determined by GEOID03.
 JK0550
 JK0550.The dynamic height is computed by dividing the NAVD 88
 JK0550.geopotential number by the normal gravity value computed on the
 JK0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0550.degrees latitude (g = 980.6199 gals.).
 JK0550
 JK0550.The modeled gravity was interpolated from observed gravity values.
 JK0550
 JK0550;                    North         East    Units  Estimated Accuracy
 JK0550;SPC CO C     -   376,960.      947,750.      MT  (+/- 180 meters Scaled)
 JK0550
 JK0550                          SUPERSEDED SURVEY CONTROL
 JK0550
 JK0550  NGVD 29 (??/??/92) 1734.728  (m)         5691.35   (f) ADJ UNCH    2 0
 JK0550
 JK0550.Superseded values are not recommended for survey control.
 JK0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0550.See file dsdata.txt to determine how the superseded data were derived.
 JK0550
 JK0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC897593(NAD 83)
 JK0550_MARKER: DB = BENCH MARK DISK
 JK0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0550_STAMPING: D 179 1934
 JK0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0550+STABILITY: SURFACE MOTION
 JK0550
 JK0550  HISTORY     - Date     Condition        Report By
 JK0550  HISTORY     - 1934     MONUMENTED       CGS
 JK0550  HISTORY     - 1952     GOOD             NGS
 JK0550
 JK0550                          STATION DESCRIPTION
 JK0550
 JK0550'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JK0550'6.6 MI N FROM FLORENCE.
 JK0550'6.65 MILES NORTH ALONG STATE HIGHWAY 67 FROM THE POST OFFICE AT
 JK0550'FLORENCE, 252 FEET NORTH OF THE CENTER OF A 4X6 FOOT CONCRETE
 JK0550'CULVERT, 32 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 36 FEET
 JK0550'NORTH OF THE CENTER OF A WIRE GATE, 12 FEET SOUTH OF A TELEPHONE
 JK0550'POLE, 1 FOOT EAST OF A FENCE, 3 FEET NORTH OF A WITNESS POST, SET
 JK0550'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 JK0550'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0094 ***********************************************************************
 LL0094  DESIGNATION -  D 18
 LL0094  PID         -  LL0094
 LL0094  STATE/COUNTY-  CO/WELD
 LL0094  USGS QUAD   -  HARDIN (1978)
 LL0094
 LL0094                         *CURRENT SURVEY CONTROL
 LL0094  ___________________________________________________________________
 LL0094* NAD 83(1986)-  40 21 03.     (N)    104 25 31.     (W)     SCALED    
 LL0094* NAVD 88     -      1380.444  (meters)    4529.01   (feet)  POSTED    
 LL0094  ___________________________________________________________________
 LL0094  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 LL0094  DYNAMIC HT  -        1379.290 (meters)    4525.22  (feet)  COMP
 LL0094  MODELED GRAV-     979,738.6   (mgal)                       NAVD 88
 LL0094
 LL0094  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0094
 LL0094.The horizontal coordinates were scaled from a topographic map and have
 LL0094.an estimated accuracy of +/- 6 seconds.
 LL0094
 LL0094.The orthometric height was determined by differential leveling
 LL0094.and adjusted by the National Geodetic Survey in 1992..
 LL0094.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0094.rate of 0.0 thru 1.0 mm/km.
 LL0094
 LL0094.The geoid height was determined by GEOID03.
 LL0094
 LL0094.The dynamic height is computed by dividing the NAVD 88
 LL0094.geopotential number by the normal gravity value computed on the
 LL0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0094.degrees latitude (g = 980.6199 gals.).
 LL0094
 LL0094.The modeled gravity was interpolated from observed gravity values.
 LL0094
 LL0094;                    North         East    Units  Estimated Accuracy
 LL0094;SPC CO N     -   418,330.    1,005,700.      MT  (+/- 180 meters Scaled)
 LL0094
 LL0094                          SUPERSEDED SURVEY CONTROL
 LL0094
 LL0094  NGVD 29 (??/??/92) 1379.611  (m)         4526.27   (f) ADJ UNCH    1 2
 LL0094
 LL0094.Superseded values are not recommended for survey control.
 LL0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0094.See file dsdata.txt to determine how the superseded data were derived.
 LL0094
 LL0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE488668(NAD 83)
 LL0094_MARKER: DB = BENCH MARK DISK
 LL0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0094_STAMPING: 4526.562 D 18 1926
 LL0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0094+STABILITY: SURFACE MOTION
 LL0094
 LL0094  HISTORY     - Date     Condition        Report By
 LL0094  HISTORY     - 1926     MONUMENTED       CGS
 LL0094  HISTORY     - 1934     GOOD             NGS
 LL0094  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0094
 LL0094                          STATION DESCRIPTION
 LL0094
 LL0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LL0094'AT HARDIN.
 LL0094'AT HARDIN, T THE EAST END OF A SIDING, 6 POLES EAST OF THE UNION
 LL0094'PACIFIC RAILROAD STATION, 46 FEET SOUTH OF THE SOUTH RAIL, AND
 LL0094'35 FEET NORTH OF AN EAST-AND-WEST ROAD.  A STANDARD DISK, STAMPED
 LL0094'4526.562 D 18 1926 AND SET IN THE TOP OF A CONCRETE POST
 LL0094'PROJECTING 6 INCHES ABOVE GROUND.
 LL0094
 LL0094                          STATION RECOVERY (1984)
 LL0094
 LL0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0348 ***********************************************************************
 JL0348  CBN         -  This is a Cooperative Base Network Control Station.
 JL0348  DESIGNATION -  D 19
 JL0348  PID         -  JL0348
 JL0348  STATE/COUNTY-  CO/MONTROSE
 JL0348  USGS QUAD   -  MONTROSE EAST (1982)
 JL0348
 JL0348                         *CURRENT SURVEY CONTROL
 JL0348  ___________________________________________________________________
 JL0348* NAD 83(1992)-  38 23 44.72978(N)    107 50 04.31676(W)     ADJUSTED  
 JL0348* NAVD 88     -      1856.970  (meters)    6092.41   (feet)  POSTED    
 JL0348  ___________________________________________________________________
 JL0348  X           -  -1,533,399.695 (meters)                     COMP
 JL0348  Y           -  -4,766,109.691 (meters)                     COMP
 JL0348  Z           -   3,941,110.304 (meters)                     COMP
 JL0348  LAPLACE CORR-           5.29  (seconds)                    DEFLEC99
 JL0348  ELLIP HEIGHT-        1840.78  (meters)          (10/21/02) GPS OBS
 JL0348  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 JL0348  DYNAMIC HT  -        1854.870 (meters)    6085.52  (feet)  COMP
 JL0348  MODELED GRAV-     979,432.7   (mgal)                       NAVD 88
 JL0348
 JL0348  HORZ ORDER  -  B
 JL0348  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JL0348  ELLP ORDER  -  FIFTH     CLASS I
 JL0348
 JL0348.The horizontal coordinates were established by GPS observations
 JL0348.and adjusted by the National Geodetic Survey in May 1992..
 JL0348
 JL0348.The orthometric height was determined by differential leveling
 JL0348.and adjusted by the National Geodetic Survey in 1992..
 JL0348.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JL0348.rate of 1.1 thru 2.0 mm/km.
 JL0348
 JL0348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JL0348
 JL0348.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0348
 JL0348.The ellipsoidal height was determined by GPS observations
 JL0348.and is referenced to NAD 83.
 JL0348
 JL0348.The geoid height was determined by GEOID03.
 JL0348
 JL0348.The dynamic height is computed by dividing the NAVD 88
 JL0348.geopotential number by the normal gravity value computed on the
 JL0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0348.degrees latitude (g = 980.6199 gals.).
 JL0348
 JL0348.The modeled gravity was interpolated from observed gravity values.
 JL0348
 JL0348;                    North         East     Units Scale Factor Converg.
 JL0348;SPC CO S     -   499,256.152   710,483.525   MT  0.99999336   -1 25 55.0
 JL0348;SPC CO S     - 1,637,976.23  2,330,978.03   sFT  0.99999336   -1 25 55.0
 JL0348;UTM  13      - 4,253,531.535   252,455.689   MT  1.00035472   -1 45 41.0
 JL0348
 JL0348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0348!SPC CO S     -   0.99971125  x   0.99999336  =   0.99970461
 JL0348!UTM  13      -   0.99971125  x   1.00035472  =   1.00006587
 JL0348
 JL0348|---------------------------------------------------------------------|
 JL0348| PID    Reference Object                     Distance      Geod. Az  |
 JL0348|                                                           dddmmss.s |
 JL0348| CM6905 D 19 RM 1                             8.807 METERS 14615     |
 JL0348| CM6906 D 19 RM 2                            17.348 METERS 24256     |
 JL0348| CM6904 D 19 AZ MK                                         3282218.2 |
 JL0348|---------------------------------------------------------------------|
 JL0348
 JL0348                          SUPERSEDED SURVEY CONTROL
 JL0348
 JL0348  ELLIP H (05/26/92) 1840.78   (m)                       GP(       ) 4 1
 JL0348  NAD 83(1986)-  38 23 44.70853(N)    107 50 04.28951(W) AD(       ) 2
 JL0348  NAD 27      -  38 23 44.77760(N)    107 50 02.09460(W) AD(       ) 2
 JL0348  NAVD 88 (06/30/00) 1856.97   (m)         6092.4    (f) LEVELING    3  
 JL0348  NAVD 88 (05/26/92) 1857.00   (m)         6092.5    (f) LEVELING    3  
 JL0348  NGVD 29 (??/??/92) 1855.721  (m)         6088.31   (f) ADJ UNCH    1 2
 JL0348
 JL0348.Superseded values are not recommended for survey control.
 JL0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0348.See file dsdata.txt to determine how the superseded data were derived.
 JL0348
 JL0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC5245653532(NAD 83)
 JL0348_MARKER: DB = BENCH MARK DISK
 JL0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0348_SP_SET: CONCRETE POST
 JL0348_STAMPING: D 19 1928
 JL0348_MARK LOGO: CGS   
 JL0348_PROJECTION: FLUSH
 JL0348_MAGNETIC: N = NO MAGNETIC MATERIAL
 JL0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0348+STABILITY: SURFACE MOTION
 JL0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0348+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2004
 JL0348
 JL0348  HISTORY     - Date     Condition        Report By
 JL0348  HISTORY     - 1928     MONUMENTED       CGS
 JL0348  HISTORY     - 1958     GOOD             CGS
 JL0348  HISTORY     - 1973     SEE DESCRIPTION  LOCENG
 JL0348  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0348  HISTORY     - 19910628 GOOD             NGS
 JL0348  HISTORY     - 19980723 GOOD             CODOT
 JL0348  HISTORY     - 19990427 GOOD             MSAM
 JL0348  HISTORY     - 20000216 GOOD             CODOT
 JL0348  HISTORY     - 20040919 GOOD             USPSQD
 JL0348
 JL0348                          STATION DESCRIPTION
 JL0348
 JL0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 JL0348'6.6 MI SE FROM MONTROSE.
 JL0348'ABOUT 6.6 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 JL0348'RAILROAD FROM THE STATION AT MONROSE, MONTROSE COUNTY, ABOUT 0.6 MILE
 JL0348'NORTHWEST OF THE UNCOMPAHGRE COMMUNITY CHURCH BUILDING, ABOUT 135 FEET
 JL0348'SOUTHEAST OF MILEPOST D 358, 32 FEET SOUTHWEST OF THE CENTER LINE OF
 JL0348'THE TRACK, ABOUT 9 YARDS NORTHEAST OF THE CENTER LINE OF A GRAVEL ROAD
 JL0348'PARALLELING THE TRACK, IN LINE WITH A ROW OF POLES, AND ABOUT 1-1/2
 JL0348'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED 6088.311 D 19
 JL0348'1928 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 JL0348'ABOVE GROUND.
 JL0348
 JL0348                          STATION RECOVERY (1958)
 JL0348
 JL0348'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 JL0348'STATION IS ABOUT 5 MILES SOUTH-SOUTHEAST OF MONTROSE AND
 JL0348'18 MILES NORTH-NORTHWEST OF RIDGWAY.  ON THE RIGHT-OF-WAY
 JL0348'OF THE DENVER RIO GRANDE RAILROAD.
 JL0348'
 JL0348'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 90 AND U.S. HIGHWAY 550
 JL0348'IN MONTROSE, GO SOUTH ON U.S. HIGHWAY 550 FOR 6.1 MILES TO A
 JL0348'CONCRETE BRIDGE.  (AZIMUTH MARK IS IN THE SOUTHWEST CORNER OF THE
 JL0348'SOUTH END OF BRIDGE ABUTMENT.) CONTINUE SOUTH ON U.S.
 JL0348'HIGHWAY 550 FOR 0.2 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT ON
 JL0348'TRACK ROAD, CROSSING RAILROAD TRACKS FOR 0.05 MILE TO A
 JL0348'SIDE ROAD LEFT.  TURN LEFT, SOUTH, FOR 0.05 MILE TO THE
 JL0348'STATION ON THE LEFT.
 JL0348'
 JL0348'STATION MARK IS A STANDARD BENCH MARK DISK, STAMPED D-19 1928,
 JL0348'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 JL0348'6 INCHES.  IT IS 111 FEET SOUTHWEST OF THE CENTER OF U.S.
 JL0348'HIGHWAY 550, 87 FEET NORTH OF A POWERLINE POLE, 29.7 FEET
 JL0348'SOUTHWEST OF THE WEST RAIL OF RAILROAD TRACKS AND 27 FEET
 JL0348'NORTHEAST OF THE CENTER OF TRACK ROAD.  NO WITNESS POST WAS
 JL0348'SET.
 JL0348'
 JL0348'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED BM D-19 NO 1 1958,
 JL0348'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 JL0348'6 INCHES.  IT IS 112 FEET SOUTHWEST OF THE CENTER OF THE
 JL0348'HIGHWAY, 67 FEET NORTHEAST OF THE POWERLINE POLE, 29.9 FEET
 JL0348'SOUTHWEST OF THE WEST RAIL AND 27 FEET NORTHEAST OF THE
 JL0348'CENTER OF TRACK ROAD.
 JL0348'
 JL0348'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED BM D-19 NO 2
 JL0348'1958, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 JL0348'PROJECTING 6 INCHES.  IT IS 166 FEET SOUTHWEST OF THE CENTER
 JL0348'OF THE HIGHWAY, 85.9 FEET SOUTHWEST OF THE WEST RAIL, 74
 JL0348'FEET NORTHWEST OF THE POWERLINE POLE AND 30 FEET SOUTHWEST
 JL0348'OF THE CENTER OF THE TRACK ROAD.
 JL0348'
 JL0348'AZIMUTH MARK IS A STANDARD DISK, STAMPED BM D-19 1958, SET
 JL0348'IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE SOUTH END
 JL0348'OF BRIDGE ABUTMENT.  IT IS 85 FEET NORTHWEST OF A DRIVEWAY
 JL0348'LEADING ACROSS RAILROAD TRACKS, 53.2 FEET NORTHEAST OF THE
 JL0348'EAST RAIL AND 19 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY
 JL0348'550.  NO WITNESS POST WAS SET.
 JL0348
 JL0348                          STATION RECOVERY (1973)
 JL0348
 JL0348'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (SS)
 JL0348'RECOVERED BY - ADAMS ENGINEERING
 JL0348'
 JL0348'AZIMUTH MARK-GOOD CONDITION.  ENCASED IN SW CORNER BRIDGE
 JL0348'ABUTMENT
 JL0348
 JL0348                          STATION RECOVERY (1984)
 JL0348
 JL0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0348'MARK NOT FOUND.
 JL0348
 JL0348                          STATION RECOVERY (1991)
 JL0348
 JL0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JL0348'STATION IS LOCATED ABOUT 10 KM (6.2 MI) SOUTH-SOUTHEAST OF MONTROSE,
 JL0348'0.5 KM (0.3 MI) NORTHWEST OF THE JUNCTION OF US HIGHWAY 550 AND TROUT
 JL0348'ROAD, ALONG AN OLD RAILROAD RIGHT-OF-WAY, BETWEEN THE HIGHWAY AND A
 JL0348'GRAVEL ROAD, IN THE SOUTHWEST 1/4 OF SECTION 23, T 48 N, R 9 W.
 JL0348'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 JL0348'TO REACH FROM THE JUNCTION OF US HIGHWAYS 50, 550 AND STATE HIGHWAY 90
 JL0348'IN MONTROSE, GO SOUTHEAST ON HIGHWAY 550 FOR 3.35 MI (5.39 KM) TO THE
 JL0348'BRIDGE OVER THE UNCOMPAHGRE RIVER.  CONTINUE AHEAD FOR 3.2 MI
 JL0348'(5.1 KM) TO A SMALL CONCRETE BRIDGE OVER THE DELTA CANAL.  CONTINUE
 JL0348'AHEAD FOR 0.45 MI (0.72 KM) TO THE STATION ON THE RIGHT.
 JL0348'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST
 JL0348'PROJECTING 20 CM ABOVE GROUND.  IT IS 32.9 M (107.9 FT) SOUTHWEST OF,
 JL0348'AND 1 M (3.3 FT) LOWER THAN THE HIGHWAY CENTER, 8.8 M (28.9 FT)
 JL0348'NORTHEAST OF THE GRAVEL ROAD CENTER, 0.9 M (3.0 FT) NORTHWEST OF A
 JL0348'FIBERGLASS WITNESS POST, 64.6 M (211.9 FT) NORTH-NORTHWEST OF
 JL0348'TELEPHONE PEDESTAL 7 AT A STONE AND WOOD HOUSE, 84.1 M (275.9 FT)
 JL0348'NORTHWEST OF A GRAVEL DRIVE LEADING TO THE STONE AND WOOD HOUSE, AND
 JL0348'80.3 M (263.5 FT) SOUTHEAST OF A GRAVEL DRIVE LEADING TO A WHITE
 JL0348'SHINGLED HOUSE.
 JL0348'DESCRIBED BY G.R.HEID
 JL0348
 JL0348                          STATION RECOVERY (1998)
 JL0348
 JL0348'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (RSC)
 JL0348'RECOVERED AS DESCRIBED.
 JL0348
 JL0348                          STATION RECOVERY (1999)
 JL0348
 JL0348'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 JL0348'RECOVERED AS DESCRIBED.
 JL0348
 JL0348                          STATION RECOVERY (2000)
 JL0348
 JL0348'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2000 (RSC)
 JL0348'RECOVERED AS DESCRIBED.
 JL0348
 JL0348                          STATION RECOVERY (2004)
 JL0348
 JL0348'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 JL0348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0292 ***********************************************************************
 HL0292  DESIGNATION -  D 20
 HL0292  PID         -  HL0292
 HL0292  STATE/COUNTY-  CO/LA PLATA
 HL0292  USGS QUAD   -  MOUNTAIN VIEW CREST (1973)
 HL0292
 HL0292                         *CURRENT SURVEY CONTROL
 HL0292  ___________________________________________________________________
 HL0292* NAD 83(1986)-  37 36 30.     (N)    107 45 01.     (W)     SCALED    
 HL0292* NAVD 88     -      2395.993  (meters)    7860.85   (feet)  POSTED    
 HL0292  ___________________________________________________________________
 HL0292  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 HL0292  DYNAMIC HT  -        2392.710 (meters)    7850.08  (feet)  COMP
 HL0292  MODELED GRAV-     979,175.1   (mgal)                       NAVD 88
 HL0292
 HL0292  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HL0292
 HL0292.The horizontal coordinates were scaled from a topographic map and have
 HL0292.an estimated accuracy of +/- 6 seconds.
 HL0292
 HL0292.The orthometric height was determined by differential leveling
 HL0292.and adjusted by the National Geodetic Survey in 1992..
 HL0292.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HL0292.rate of 0.0 thru 1.0 mm/km.
 HL0292
 HL0292.The geoid height was determined by GEOID03.
 HL0292
 HL0292.The dynamic height is computed by dividing the NAVD 88
 HL0292.geopotential number by the normal gravity value computed on the
 HL0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0292.degrees latitude (g = 980.6199 gals.).
 HL0292
 HL0292.The modeled gravity was interpolated from observed gravity values.
 HL0292
 HL0292;                    North         East    Units  Estimated Accuracy
 HL0292;SPC CO S     -   411,700.      715,740.      MT  (+/- 180 meters Scaled)
 HL0292
 HL0292                          SUPERSEDED SURVEY CONTROL
 HL0292
 HL0292  NGVD 29 (??/??/92) 2394.540  (m)         7856.09   (f) ADJ UNCH    1 2
 HL0292
 HL0292.Superseded values are not recommended for survey control.
 HL0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0292.See file dsdata.txt to determine how the superseded data were derived.
 HL0292
 HL0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB572659(NAD 83)
 HL0292_MARKER: DB = BENCH MARK DISK
 HL0292_SETTING: 66 = SET IN ROCK OUTCROP
 HL0292_SP_SET: GRANITE LEDGE
 HL0292_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0292+STABILITY: POSITION/ELEVATION WELL
 HL0292
 HL0292  HISTORY     - Date     Condition        Report By
 HL0292  HISTORY     - UNK      MONUMENTED       CGS
 HL0292  HISTORY     - 1928     GOOD             NGS
 HL0292
 HL0292                          STATION DESCRIPTION
 HL0292
 HL0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 HL0292'10.5 MI N FROM ROCKWOOD.
 HL0292'3 MILES SOUTH OF OLD NEEDLETON SIDING, 0.5 MILES SOUTHWEST OF MILEPOST
 HL0292'NO. 480, 14 FT. WEST OF RR. TRACKS, 50 FT. WEST OF ANIMAS RIVER. ON
 HL0292'TOP OF GRANITE LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0214 ***********************************************************************
 LK0214  DESIGNATION -  D 207
 LK0214  PID         -  LK0214
 LK0214  STATE/COUNTY-  CO/LOGAN
 LK0214  USGS QUAD   -  WILLARD (1951)
 LK0214
 LK0214                         *CURRENT SURVEY CONTROL
 LK0214  ___________________________________________________________________
 LK0214* NAD 83(1986)-  40 33 09.     (N)    103 28 04.     (W)     SCALED    
 LK0214* NAVD 88     -      1311.362  (meters)    4302.36   (feet)  ADJUSTED  
 LK0214  ___________________________________________________________________
 LK0214  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 LK0214  DYNAMIC HT  -        1310.356 (meters)    4299.06  (feet)  COMP
 LK0214  MODELED GRAV-     979,812.0   (mgal)                       NAVD 88
 LK0214
 LK0214  VERT ORDER  -  SECOND    CLASS 0
 LK0214
 LK0214.The horizontal coordinates were scaled from a topographic map and have
 LK0214.an estimated accuracy of +/- 6 seconds.
 LK0214
 LK0214.The orthometric height was determined by differential leveling
 LK0214.and adjusted by the National Geodetic Survey in June 1991..
 LK0214
 LK0214.The geoid height was determined by GEOID03.
 LK0214
 LK0214.The dynamic height is computed by dividing the NAVD 88
 LK0214.geopotential number by the normal gravity value computed on the
 LK0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0214.degrees latitude (g = 980.6199 gals.).
 LK0214
 LK0214.The modeled gravity was interpolated from observed gravity values.
 LK0214
 LK0214;                    North         East    Units  Estimated Accuracy
 LK0214;SPC CO N     -   442,140.    1,086,510.      MT  (+/- 180 meters Scaled)
 LK0214
 LK0214                          SUPERSEDED SURVEY CONTROL
 LK0214
 LK0214  NGVD 29 (??/??/92) 1310.754  (m)         4300.37   (f) ADJ UNCH    2 0
 LK0214
 LK0214.Superseded values are not recommended for survey control.
 LK0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0214.See file dsdata.txt to determine how the superseded data were derived.
 LK0214
 LK0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE297902(NAD 83)
 LK0214_MARKER: DB = BENCH MARK DISK
 LK0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0214_STAMPING: D 207 1934
 LK0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0214+STABILITY: SURFACE MOTION
 LK0214
 LK0214  HISTORY     - Date     Condition        Report By
 LK0214  HISTORY     - 1934     MONUMENTED       CGS
 LK0214
 LK0214                          STATION DESCRIPTION
 LK0214
 LK0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LK0214'11.1 MI E FROM STONEHAM.
 LK0214'IN LOGAN COUNTY, 11.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND
 LK0214'QUINCY RAILROAD FROM THE STATION AT STONEHAM, WELD COUNTY, 66.4
 LK0214'FEET SOUTHWEST OF BRIDGE 245.29, 86.7 FEET SOUTHWEST OF A ROAD
 LK0214'CROSSING, 60.5 FEET SOUTH OF THE SOUTH RAIL, 53.1 FEET WEST OF THE
 LK0214'CENTERLINE OF THE ROAD, 8.0 FEET LOWER THAN THE ROAD.  A STANDARD
 LK0214'DISK, STAMPED D 207 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0019 ***********************************************************************
 LL0019  DESIGNATION -  D 209
 LL0019  PID         -  LL0019
 LL0019  STATE/COUNTY-  CO/WELD
 LL0019  USGS QUAD   -  KEOTA (1972)
 LL0019
 LL0019                         *CURRENT SURVEY CONTROL
 LL0019  ___________________________________________________________________
 LL0019* NAD 83(1986)-  40 39 36.     (N)    104 02 40.     (W)     SCALED    
 LL0019* NAVD 88     -      1481.512  (meters)    4860.59   (feet)  ADJUSTED  
 LL0019  ___________________________________________________________________
 LL0019  GEOID HEIGHT-         -18.69  (meters)                     GEOID03
 LL0019  DYNAMIC HT  -        1480.304 (meters)    4856.63  (feet)  COMP
 LL0019  MODELED GRAV-     979,758.1   (mgal)                       NAVD 88
 LL0019
 LL0019  VERT ORDER  -  SECOND    CLASS 0
 LL0019
 LL0019.The horizontal coordinates were scaled from a topographic map and have
 LL0019.an estimated accuracy of +/- 6 seconds.
 LL0019
 LL0019.The orthometric height was determined by differential leveling
 LL0019.and adjusted by the National Geodetic Survey in June 1991..
 LL0019
 LL0019.The geoid height was determined by GEOID03.
 LL0019
 LL0019.The dynamic height is computed by dividing the NAVD 88
 LL0019.geopotential number by the normal gravity value computed on the
 LL0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0019.degrees latitude (g = 980.6199 gals.).
 LL0019
 LL0019.The modeled gravity was interpolated from observed gravity values.
 LL0019
 LL0019;                    North         East    Units  Estimated Accuracy
 LL0019;SPC CO N     -   453,120.    1,037,490.      MT  (+/- 180 meters Scaled)
 LL0019
 LL0019                          SUPERSEDED SURVEY CONTROL
 LL0019
 LL0019  NGVD 29 (??/??/92) 1480.758  (m)         4858.12   (f) ADJ UNCH    2 0
 LL0019
 LL0019.Superseded values are not recommended for survey control.
 LL0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0019.See file dsdata.txt to determine how the superseded data were derived.
 LL0019
 LL0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF807014(NAD 83)
 LL0019_MARKER: DB = BENCH MARK DISK
 LL0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0019_STAMPING: D 209 1934
 LL0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0019+STABILITY: SURFACE MOTION
 LL0019
 LL0019  HISTORY     - Date     Condition        Report By
 LL0019  HISTORY     - 1934     MONUMENTED       CGS
 LL0019
 LL0019                          STATION DESCRIPTION
 LL0019
 LL0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0019'3.5 MI SE FROM KEOTA.
 LL0019'3.5 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LL0019'RAILROAD FROM THE STATION AT KEOTA, WELD COUNTY, 0.4 MILE WEST OF
 LL0019'MILEPOST 278, 46.2 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 61.8 FEET
 LL0019'NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 155, 4.8 FEET LOWER
 LL0019'THAN THE TRACK.  A STANDARD DISK, STAMPED D 209 1934 AND SET IN THE
 LL0019'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0089 ***********************************************************************
 HK0089  DESIGNATION -  D 21
 HK0089  PID         -  HK0089
 HK0089  STATE/COUNTY-  CO/LAS ANIMAS
 HK0089  USGS QUAD   -  TRINIDAD WEST (1979)
 HK0089
 HK0089                         *CURRENT SURVEY CONTROL
 HK0089  ___________________________________________________________________
 HK0089* NAD 83(1986)-  37 08 33.     (N)    104 32 14.     (W)     SCALED    
 HK0089* NAVD 88     -      1871.175  (meters)    6139.01   (feet)  ADJUSTED  
 HK0089  ___________________________________________________________________
 HK0089  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 HK0089  DYNAMIC HT  -        1868.849 (meters)    6131.38  (feet)  COMP
 HK0089  MODELED GRAV-     979,321.9   (mgal)                       NAVD 88
 HK0089
 HK0089  VERT ORDER  -  FIRST     CLASS II
 HK0089
 HK0089.The horizontal coordinates were scaled from a topographic map and have
 HK0089.an estimated accuracy of +/- 6 seconds.
 HK0089
 HK0089.The orthometric height was determined by differential leveling
 HK0089.and adjusted by the National Geodetic Survey in June 1991..
 HK0089
 HK0089.The geoid height was determined by GEOID03.
 HK0089
 HK0089.The dynamic height is computed by dividing the NAVD 88
 HK0089.geopotential number by the normal gravity value computed on the
 HK0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0089.degrees latitude (g = 980.6199 gals.).
 HK0089
 HK0089.The modeled gravity was interpolated from observed gravity values.
 HK0089
 HK0089;                    North         East    Units  Estimated Accuracy
 HK0089;SPC CO S     -   358,050.      999,940.      MT  (+/- 180 meters Scaled)
 HK0089
 HK0089                          SUPERSEDED SURVEY CONTROL
 HK0089
 HK0089  NGVD 29 (??/??/92) 1870.149  (m)         6135.65   (f) ADJ UNCH    1 2
 HK0089
 HK0089.Superseded values are not recommended for survey control.
 HK0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0089.See file dsdata.txt to determine how the superseded data were derived.
 HK0089
 HK0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB410107(NAD 83)
 HK0089_MARKER: DB = BENCH MARK DISK
 HK0089_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HK0089_SP_SET: BRIDGE
 HK0089_STAMPING: 6135.647 D 21 1929
 HK0089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0089
 HK0089  HISTORY     - Date     Condition        Report By
 HK0089  HISTORY     - 1929     MONUMENTED       CGS
 HK0089  HISTORY     - 1935     GOOD             NGS
 HK0089  HISTORY     - 20030925 GOOD             INDIV
 HK0089
 HK0089                          STATION DESCRIPTION
 HK0089
 HK0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 HK0089'3.1 MI S FROM STARKVILLE.
 HK0089'3.1 MILES SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 HK0089'THE STATION AT TRINIDAD, LAS ANIMAS COUNTY, 2.0 MILES NORTH OF THE
 HK0089'STATION AT STARKVILLE, 1.2 MILES SOUTH OF THE STATION AT JANSEN,
 HK0089'0.5 MILE SOUTH OF THE LONG WOODEN TRESTLE CARRYING THE COLORADO AND
 HK0089'SOUTHERN RAILWAY SPUR TRACK (TO SOME COAL MINES) OVER THE A.T. AND
 HK0089'S.F.RY. TRACK, 375 FEET SOUTH OF THE WYE TRACKS, AT STEEL BRIDGE
 HK0089'639 E, IN THE TOP OF THE NORTH ABUTMENT, 8.5 FEET EAST OF THE
 HK0089'CENTERLINE OF THE EAST TRACK, 1 INCH FROM THE SLOPING WINGWALL,
 HK0089'AND 1-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 HK0089'6135.647 D 21 1929.
 HK0089
 HK0089                          STATION RECOVERY (1935)
 HK0089
 HK0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 HK0089'RECOVERED IN GOOD CONDITION.
 HK0089
 HK0089                          STATION RECOVERY (2003)
 HK0089
 HK0089'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MSJ)
 HK0089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0131 ***********************************************************************
 HK0131  DESIGNATION -  D 22
 HK0131  PID         -  HK0131
 HK0131  STATE/COUNTY-  CO/HUERFANO
 HK0131  USGS QUAD   -  LASCAR (1970)
 HK0131
 HK0131                         *CURRENT SURVEY CONTROL
 HK0131  ___________________________________________________________________
 HK0131* NAD 83(1992)-  37 45 39.85383(N)    104 44 32.06447(W)     ADJUSTED  
 HK0131* NAVD 88     -      1798.908  (meters)    5901.92   (feet)  ADJUSTED  
 HK0131  ___________________________________________________________________
 HK0131  X           -  -1,285,109.159 (meters)                     COMP
 HK0131  Y           -  -4,883,872.909 (meters)                     COMP
 HK0131  Z           -   3,885,602.644 (meters)                     COMP
 HK0131  LAPLACE CORR-          -6.93  (seconds)                    DEFLEC99
 HK0131  ELLIP HEIGHT-        1780.85  (meters)          (10/21/02) GPS OBS
 HK0131  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 HK0131  DYNAMIC HT  -        1796.846 (meters)    5895.15  (feet)  COMP
 HK0131  MODELED GRAV-     979,419.8   (mgal)                       NAVD 88
 HK0131
 HK0131  HORZ ORDER  -  FIRST
 HK0131  VERT ORDER  -  FIRST     CLASS II
 HK0131  ELLP ORDER  -  FIFTH     CLASS I
 HK0131
 HK0131.The horizontal coordinates were established by GPS observations
 HK0131.and adjusted by the National Geodetic Survey in June 2000..
 HK0131
 HK0131.The orthometric height was determined by differential leveling
 HK0131.and adjusted by the National Geodetic Survey in June 1991..
 HK0131
 HK0131.Photographs are available for this station.
 HK0131
 HK0131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HK0131
 HK0131.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0131
 HK0131.The ellipsoidal height was determined by GPS observations
 HK0131.and is referenced to NAD 83.
 HK0131
 HK0131.The geoid height was determined by GEOID03.
 HK0131
 HK0131.The dynamic height is computed by dividing the NAVD 88
 HK0131.geopotential number by the normal gravity value computed on the
 HK0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0131.degrees latitude (g = 980.6199 gals.).
 HK0131
 HK0131.The modeled gravity was interpolated from observed gravity values.
 HK0131
 HK0131;                    North         East     Units Scale Factor Converg.
 HK0131;SPC CO S     -   426,532.443   981,168.776   MT  0.99994621   +0 27 53.3
 HK0131;SPC CO S     - 1,399,381.86  3,219,051.23   sFT  0.99994621   +0 27 53.3
 HK0131;UTM  13      - 4,179,337.109   522,703.874   MT  0.99960635   +0 09 28.2
 HK0131
 HK0131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0131!SPC CO S     -   0.99972063  x   0.99994621  =   0.99966685
 HK0131!UTM  13      -   0.99972063  x   0.99960635  =   0.99932709
 HK0131
 HK0131                          SUPERSEDED SURVEY CONTROL
 HK0131
 HK0131  ELLIP H (06/30/00) 1780.85   (m)                       GP(       ) 1 1
 HK0131  NAVD 88 (06/30/00) 1798.91   (m)         5901.9    (f) LEVELING    3  
 HK0131  NGVD 29 (??/??/92) 1797.960  (m)         5898.81   (f) ADJ UNCH    1 2
 HK0131
 HK0131.Superseded values are not recommended for survey control.
 HK0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0131.See file dsdata.txt to determine how the superseded data were derived.
 HK0131
 HK0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB2270479337(NAD 83)
 HK0131_MARKER: DB = BENCH MARK DISK
 HK0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0131_STAMPING: 5898.807 D 22 1929
 HK0131_MARK LOGO: CGS   
 HK0131_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HK0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0131+STABILITY: SURFACE MOTION
 HK0131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HK0131+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1999
 HK0131
 HK0131  HISTORY     - Date     Condition        Report By
 HK0131  HISTORY     - 1929     MONUMENTED       CGS
 HK0131  HISTORY     - 1935     GOOD             NGS
 HK0131  HISTORY     - 1982     GOOD             NGS
 HK0131  HISTORY     - 1982     GOOD             NGS
 HK0131  HISTORY     - 19990420 GOOD             MSAM
 HK0131
 HK0131                          STATION DESCRIPTION
 HK0131
 HK0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HK0131'11.2 MI N FROM WALSENBURG.
 HK0131'11.2 MILES NORTH ALONG THE COLORADO AND SOUTHERN RAILWAY FROM THE
 HK0131'STATION AT WALSENBURG, HUERFANO COUNTY, 0.4 MILE SOUTH OF MILEPOST
 HK0131'160, 0.3 MILE SOUTH OF WOODEN BRIDGE 160.02, 800 FEET NORTH OF THE
 HK0131'SIGN ROOF, 925 FEET NORTH OF THE SEITCH AT THE SOUTH END OF THE
 HK0131'SIDING, 90.5 FEET WEST OF THE CENTERLINE OF THE WEST MAIN-LINE TRACK,
 HK0131'73 FEET WEST OF THE WEST RAIL OF THE SIDE TRACK, 2 FEET EAST OF THE
 HK0131'WEST RIGHT-OF-WAY FENCE, AND 6 FEET LOWER THAN THE TRACK.  A STANDARD
 HK0131'DISK, STAMPED 5898.807 D 22 1929 AND SET IN THE TOP OF A CONCRETE
 HK0131'POST PROJECTING 8 INCHES ABOVE GROUND.
 HK0131
 HK0131                          STATION RECOVERY (1982)
 HK0131
 HK0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HK0131'A WITNESS POST WAS ADDED AT THIS TIME. A NEW DESCRIPTION FOLLOWS:
 HK0131'ABOUT 18.0 KM (11.2 MI) NORTH ALONG THE OLD COLORADO AND SOUTHERN
 HK0131'RAILWAY FROM THE STATION AT WALSENBURG, HUERFANO COUNTY, 0.6 KM (0. 4
 HK0131'MILE) SOUTH OF MILEPOST 160, 0.5 KM (0.3 MI) SOUTH OF WOODEN BRIDGE
 HK0131'160.02, 282 M (925 FT) NORTH OF THE SEITCH AT THE SOUTH END OF THE
 HK0131'SIDING, 27.0 M (88.5 FT) WEST OF THE WEST RAIL OF THE WEST TRACK,
 HK0131'13.7 M (45 FT) WEST OF A TRACK ROAD IN THE RAILROAD RIGHT-OF-WAY, 0.6
 HK0131'M (2 FT) EAST OF THE WEST RIGHT-OF-WAY FENCE.
 HK0131
 HK0131                          STATION RECOVERY (1982)
 HK0131
 HK0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HK0131'A WITNESS POST WAS ADDED AT THIS TIME. A NEW DESCRIPTION FOLLOWS:
 HK0131'ABOUT 18.0 KM (11.2 MI) NORTH ALONG THE OLD COLORADO AND SOUTHERN
 HK0131'RAILWAY FROM THE STATION AT WALSENBURG, HUERFANO COUNTY, 0.6 KM (0. 4
 HK0131'MILE) SOUTH OF MILEPOST 160, 0.5 KM (0.3 MI) SOUTH OF WOODEN BRIDGE
 HK0131'160.02, 282 M (925 FT) NORTH OF THE SEITCH AT THE SOUTH END OF THE
 HK0131'SIDING, 27.0 M (88.5 FT) WEST OF THE WEST RAIL OF THE WEST TRACK,
 HK0131'13.7 M (45 FT) WEST OF A TRACK ROAD IN THE RAILROAD RIGHT-OF-WAY, 0.6
 HK0131'M (2 FT) EAST OF THE WEST RIGHT-OF-WAY FENCE.
 HK0131
 HK0131                          STATION RECOVERY (1999)
 HK0131
 HK0131'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 HK0131'THE STATION IS LOCATED ABOUT 56 KM (34.80 MI) SOUTHWEST OF PUEBLO AND
 HK0131'20 KM (12.40 MI) NORTHWEST ON WALSENBURG COLORADO.  IT IS WEST OF THE
 HK0131'RAILROAD TRACKS.  OWNERSHIP--RAILROAD RIGHT-OF-WAY
 HK0131'TO REACH THE STATION FROM INTERSTATE HIGHWAY 25 AT EXIT 52 AT
 HK0131'WALSENBURG, GO NORTH ON INTERSTATE HIGHWAY 25 FOR 3.9 MI (6.3 KM) TO
 HK0131'EXIT 56 (REDROCK ROAD) .  EXIT RIGHT, EAST, FOR 0.05 MI (0.08 KM) TO A
 HK0131'FRONTAGE ROAD.  TURN LEFT, NORTH, ON REDROCK ROAD FOR 0.65 MI (1.05
 HK0131'KM) TO A BEND IN THE ROAD, RIGHT.  FOLLOW THE ROAD, RIGHT, EAST, FOR
 HK0131'1.05 MI (1.69 KM) TO A BEND IN THE ROAD LEFT.  FOLLOW THE ROAD LEFT,
 HK0131'NORTH, FOR 2.4 MI (3.9 KM) TO A SIDE ROAD RIGHT.  TURN RIGHT, EAST,
 HK0131'FOR 1.0 MI (1.6 KM) TO A CATTLE GUARD.  CONTIUNE EAST, FOR 1.0 MI (1.6
 HK0131'KM) TO A CATTLE GUARD.  CONTINUE EAST, FOR 0.2 MI (0.3 KM) TO A BEND
 HK0131'IN THE ROAD LEFT.  FOLLOW THE ROAD LEFT, NORTH, FOR 1.8 MI (2.9 KM) TO
 HK0131'A BEND IN THE ROAD RIGHT.  FOLLOW THE ROAD RIGHT, EAST, FOR 0.55 MI
 HK0131'(0.89 KM) TO A TWO TRACK ROAD ON THE RIGHT. TURN RIGHT, SOUTHEAST AND
 HK0131'SOUTH FOR 1.1 MI (1.8 KM) TO THE STATION ON THE LEFT
 HK0131'THE MARK IS A US COAST AND GEODETIC SURVEY BRASS BENCHMARK DISK SET IN
 HK0131'THE TOP CENTER OF A 25-CM SQUARE CONCRETE POST, PROJECTING 25-CM ABOVE
 HK0131'THE GROUND.  IT IS 0.4 MI (0.6 KM) SOUTH OF MILEPOST 160, 27 M (88.6
 HK0131'FT) WEST OF THE CENTER OF THE WEST TRACK, 0.8 M (2.6 FT) NORTHWEST OF
 HK0131'A METAL WITNESS POST, 0.3 M (1.0 FT) EAST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0238 ***********************************************************************
 JK0238  DESIGNATION -  D 24
 JK0238  PID         -  JK0238
 JK0238  STATE/COUNTY-  CO/EL PASO
 JK0238  USGS QUAD   -  FALCON (1975)
 JK0238
 JK0238                         *CURRENT SURVEY CONTROL
 JK0238  ___________________________________________________________________
 JK0238* NAD 83(1986)-  38 55 47.     (N)    104 36 50.     (W)     SCALED    
 JK0238* NAVD 88     -      2077.784  (meters)    6816.86   (feet)  ADJUSTED  
 JK0238  ___________________________________________________________________
 JK0238  GEOID HEIGHT-         -17.74  (meters)                     GEOID03
 JK0238  DYNAMIC HT  -        2075.470 (meters)    6809.27  (feet)  COMP
 JK0238  MODELED GRAV-     979,439.4   (mgal)                       NAVD 88
 JK0238
 JK0238  VERT ORDER  -  SECOND    CLASS 0
 JK0238
 JK0238.The horizontal coordinates were scaled from a topographic map and have
 JK0238.an estimated accuracy of +/- 6 seconds.
 JK0238
 JK0238.The orthometric height was determined by differential leveling
 JK0238.and adjusted by the National Geodetic Survey in June 1991..
 JK0238
 JK0238.The geoid height was determined by GEOID03.
 JK0238
 JK0238.The dynamic height is computed by dividing the NAVD 88
 JK0238.geopotential number by the normal gravity value computed on the
 JK0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0238.degrees latitude (g = 980.6199 gals.).
 JK0238
 JK0238.The modeled gravity was interpolated from observed gravity values.
 JK0238
 JK0238;                    North         East    Units  Estimated Accuracy
 JK0238;SPC CO C     -   426,880.      991,230.      MT  (+/- 180 meters Scaled)
 JK0238
 JK0238                          SUPERSEDED SURVEY CONTROL
 JK0238
 JK0238  NGVD 29 (??/??/92) 2076.639  (m)         6813.11   (f) ADJ UNCH    2 0
 JK0238
 JK0238.Superseded values are not recommended for survey control.
 JK0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0238.See file dsdata.txt to determine how the superseded data were derived.
 JK0238
 JK0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED334090(NAD 83)
 JK0238_MARKER: DB = BENCH MARK DISK
 JK0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0238_STAMPING: D 24 1929
 JK0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0238+STABILITY: SURFACE MOTION
 JK0238
 JK0238  HISTORY     - Date     Condition        Report By
 JK0238  HISTORY     - 1929     MONUMENTED       CGS
 JK0238  HISTORY     - 1935     GOOD             NGS
 JK0238  HISTORY     - 19960808 MARK NOT FOUND   USPSQD
 JK0238  HISTORY     - 19980702 MARK NOT FOUND   CODOT
 JK0238
 JK0238                          STATION DESCRIPTION
 JK0238
 JK0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JK0238'0.2 MI SW FROM FALCON.
 JK0238'0.2 MILE SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JK0238'RAILROAD FROM THE STATION AT FALCON, 1 POLE SOUTHWEST OF MILEAGE
 JK0238'591.5, AT A BORROW PIT, 96 FEET SOUTHEAST OF THE CENTERLINE OF THE
 JK0238'MAIN TRACK, 79.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF A
 JK0238'SIDETRACK, 33 FEET NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 24,
 JK0238'16.3 FEET SOUTHEAST OF A POINT 2 FEET SOUTHWEST OF A STEEL CORNER
 JK0238'FENCE POST, 2 FEET SOUTHWEST OF A FENCE LEADING FROM A CATTLEGUARD
 JK0238'TO THE PROLONGATION OF THE SOUTHEAST RIGHT-OF-WAY FENCE, ABOUT 4
 JK0238'FEET LOWER THAN THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE MAIN
 JK0238'LINE TRACK.  A STANDARD DISK, STAMPED D 24 1929 AND SET IN THE TOP
 JK0238'OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 JK0238
 JK0238                          STATION RECOVERY (1996)
 JK0238
 JK0238'RECOVERY NOTE BY US POWER SQUADRON 1996
 JK0238'MARK NOT FOUND.
 JK0238
 JK0238                          STATION RECOVERY (1998)
 JK0238
 JK0238'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (GB)
 JK0238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0223 ***********************************************************************
 KJ0223  DESIGNATION -  D 25
 KJ0223  PID         -  KJ0223
 KJ0223  STATE/COUNTY-  CO/LINCOLN
 KJ0223  USGS QUAD   -  LAKE (1970)
 KJ0223
 KJ0223                         *CURRENT SURVEY CONTROL
 KJ0223  ___________________________________________________________________
 KJ0223* NAD 83(1986)-  39 14 39.     (N)    103 38 56.     (W)     SCALED    
 KJ0223* NAVD 88     -      1617.204  (meters)    5305.78   (feet)  ADJUSTED  
 KJ0223  ___________________________________________________________________
 KJ0223  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 KJ0223  DYNAMIC HT  -        1615.649 (meters)    5300.68  (feet)  COMP
 KJ0223  MODELED GRAV-     979,608.6   (mgal)                       NAVD 88
 KJ0223
 KJ0223  VERT ORDER  -  FIRST     CLASS II
 KJ0223
 KJ0223.The horizontal coordinates were scaled from a topographic map and have
 KJ0223.an estimated accuracy of +/- 6 seconds.
 KJ0223
 KJ0223.The orthometric height was determined by differential leveling
 KJ0223.and adjusted by the National Geodetic Survey in June 1991..
 KJ0223
 KJ0223.The geoid height was determined by GEOID03.
 KJ0223
 KJ0223.The dynamic height is computed by dividing the NAVD 88
 KJ0223.geopotential number by the normal gravity value computed on the
 KJ0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0223.degrees latitude (g = 980.6199 gals.).
 KJ0223
 KJ0223.The modeled gravity was interpolated from observed gravity values.
 KJ0223
 KJ0223;                    North         East    Units  Estimated Accuracy
 KJ0223;SPC CO C     -   463,040.    1,074,180.      MT  (+/- 180 meters Scaled)
 KJ0223
 KJ0223                          SUPERSEDED SURVEY CONTROL
 KJ0223
 KJ0223  NGVD 29 (??/??/92) 1616.410  (m)         5303.17   (f) ADJ UNCH    1 2
 KJ0223
 KJ0223.Superseded values are not recommended for survey control.
 KJ0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0223.See file dsdata.txt to determine how the superseded data were derived.
 KJ0223
 KJ0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD165447(NAD 83)
 KJ0223_MARKER: DB = BENCH MARK DISK
 KJ0223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0223_STAMPING: D 25 1929
 KJ0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0223+STABILITY: SURFACE MOTION
 KJ0223
 KJ0223  HISTORY     - Date     Condition        Report By
 KJ0223  HISTORY     - 1929     MONUMENTED       CGS
 KJ0223  HISTORY     - 1970     GOOD             NGS
 KJ0223
 KJ0223                          STATION DESCRIPTION
 KJ0223
 KJ0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KJ0223'2.6 MI SE FROM LIMON.
 KJ0223'LIMON, LINCOLN COUNTY, 2.6 MILES SE ALONG UNION PACIFIC
 KJ0223'RR FROM THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION
 KJ0223'AT, 0.2 MILE NW FROM THE STATION AT LAKE, 0.1 MILE NW FROM MILEPOST
 KJ0223'548, 370 FEET NW OF THE NW SWITCH STAND, 240 FEET NW OF WOOD BRIDGE
 KJ0223'548.05, 195 FEET SOUTH ALONG FENCE FROM OLD E AND W ROAD, 7 FEET WEST
 KJ0223'OF N AND S FENCE, 70 FT. NW OF TRACK, 1.2 FT HIGHER THAN TRACK,
 KJ0223'IN CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND, STANDARD
 KJ0223'DISK STAMPED D 25 1929.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0297 ***********************************************************************
 JK0297  DESIGNATION -  D 255
 JK0297  PID         -  JK0297
 JK0297  STATE/COUNTY-  CO/FREMONT
 JK0297  USGS QUAD   -  MOUNT PITTSBURG (1994)
 JK0297
 JK0297                         *CURRENT SURVEY CONTROL
 JK0297  ___________________________________________________________________
 JK0297* NAD 83(1986)-  38 32 58.     (N)    104 56 57.     (W)     SCALED    
 JK0297* NAVD 88     -      1927.537  (meters)    6323.93   (feet)  ADJUSTED  
 JK0297  ___________________________________________________________________
 JK0297  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 JK0297  DYNAMIC HT  -        1925.412 (meters)    6316.96  (feet)  COMP
 JK0297  MODELED GRAV-     979,457.0   (mgal)                       NAVD 88
 JK0297
 JK0297  VERT ORDER  -  SECOND    CLASS 0
 JK0297
 JK0297.The horizontal coordinates were scaled from a topographic map and have
 JK0297.an estimated accuracy of +/- 6 seconds.
 JK0297
 JK0297.The orthometric height was determined by differential leveling
 JK0297.and adjusted by the National Geodetic Survey in June 1991..
 JK0297
 JK0297.The geoid height was determined by GEOID03.
 JK0297
 JK0297.The dynamic height is computed by dividing the NAVD 88
 JK0297.geopotential number by the normal gravity value computed on the
 JK0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0297.degrees latitude (g = 980.6199 gals.).
 JK0297
 JK0297.The modeled gravity was interpolated from observed gravity values.
 JK0297
 JK0297;                    North         East    Units  Estimated Accuracy
 JK0297;SPC CO C     -   384,440.      962,420.      MT  (+/- 180 meters Scaled)
 JK0297
 JK0297                          SUPERSEDED SURVEY CONTROL
 JK0297
 JK0297  NGVD 29 (??/??/92) 1926.505  (m)         6320.54   (f) ADJ UNCH    2 0
 JK0297
 JK0297.Superseded values are not recommended for survey control.
 JK0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0297.See file dsdata.txt to determine how the superseded data were derived.
 JK0297
 JK0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC044667(NAD 83)
 JK0297_MARKER: DB = BENCH MARK DISK
 JK0297_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JK0297_SP_SET: CULVERT HEADWALL
 JK0297_STAMPING: D 255 1938
 JK0297_MARK LOGO: CGS   
 JK0297_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0297+STABILITY: SURFACE MOTION
 JK0297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0297+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1997
 JK0297
 JK0297  HISTORY     - Date     Condition        Report By
 JK0297  HISTORY     - 1938     MONUMENTED       CGS
 JK0297  HISTORY     - 1971     MARK NOT FOUND   LOCENG
 JK0297  HISTORY     - 1984     MARK NOT FOUND   NGS
 JK0297  HISTORY     - 19970818 GOOD             CODOT
 JK0297
 JK0297                          STATION DESCRIPTION
 JK0297
 JK0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JK0297'9.5 MI NE FROM PENROSE.
 JK0297'9.5 MILES NORTHEAST ALONG STATE HIGHWAY 115 FROM THE JUNCTION WITH
 JK0297'STATE HIGHWAY AT PENROSE, 0.2 MILE SOUTH OF THE CREST OF A SMALL
 JK0297'HILL, JUST SOUTH OF A CURVE, AT A 7-FOOT FILL, 25 FEET EAST OF THE
 JK0297'CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF THE HEADWALL OF A
 JK0297'CONCRETE CULVERT.  A STANDARD DISK, STAMPED D 255 1938.
 JK0297
 JK0297                          STATION RECOVERY (1971)
 JK0297
 JK0297'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 JK0297'MARK NOT FOUND.
 JK0297
 JK0297                          STATION RECOVERY (1984)
 JK0297
 JK0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0297'MARK NOT FOUND.
 JK0297
 JK0297                          STATION RECOVERY (1997)
 JK0297
 JK0297'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (PGG)
 JK0297'THE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS AT STATE HIGHWAY 115
 JK0297'MILEPOST 25.92.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0303 ***********************************************************************
 JJ0303  DESIGNATION -  D 256
 JJ0303  PID         -  JJ0303
 JJ0303  STATE/COUNTY-  CO/CHEYENNE
 JJ0303  USGS QUAD   -  WILD HORSE (1978)
 JJ0303
 JJ0303                         *CURRENT SURVEY CONTROL
 JJ0303  ___________________________________________________________________
 JJ0303* NAD 83(1986)-  38 49 24.     (N)    103 00 16.     (W)     SCALED    
 JJ0303* NAVD 88     -      1358.024  (meters)    4455.45   (feet)  ADJUSTED  
 JJ0303  ___________________________________________________________________
 JJ0303  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 JJ0303  DYNAMIC HT  -        1356.722 (meters)    4451.18  (feet)  COMP
 JJ0303  MODELED GRAV-     979,622.5   (mgal)                       NAVD 88
 JJ0303
 JJ0303  VERT ORDER  -  FIRST     CLASS II
 JJ0303
 JJ0303.The horizontal coordinates were scaled from a topographic map and have
 JJ0303.an estimated accuracy of +/- 6 seconds.
 JJ0303
 JJ0303.The orthometric height was determined by differential leveling
 JJ0303.and adjusted by the National Geodetic Survey in June 1991..
 JJ0303
 JJ0303.The geoid height was determined by GEOID03.
 JJ0303
 JJ0303.The dynamic height is computed by dividing the NAVD 88
 JJ0303.geopotential number by the normal gravity value computed on the
 JJ0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0303.degrees latitude (g = 980.6199 gals.).
 JJ0303
 JJ0303.The modeled gravity was interpolated from observed gravity values.
 JJ0303
 JJ0303;                    North         East    Units  Estimated Accuracy
 JJ0303;SPC CO C     -   417,670.    1,131,080.      MT  (+/- 180 meters Scaled)
 JJ0303
 JJ0303                          SUPERSEDED SURVEY CONTROL
 JJ0303
 JJ0303  NGVD 29 (??/??/92) 1357.396  (m)         4453.39   (f) ADJ UNCH    1 2
 JJ0303
 JJ0303.Superseded values are not recommended for survey control.
 JJ0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0303.See file dsdata.txt to determine how the superseded data were derived.
 JJ0303
 JJ0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC732990(NAD 83)
 JJ0303_MARKER: DB = BENCH MARK DISK
 JJ0303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0303_SP_SET: CULVERT
 JJ0303_STAMPING: D 256 1938
 JJ0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0303
 JJ0303  HISTORY     - Date     Condition        Report By
 JJ0303  HISTORY     - 1938     MONUMENTED       CGS
 JJ0303  HISTORY     - 1938     GOOD             NGS
 JJ0303
 JJ0303                          STATION DESCRIPTION
 JJ0303
 JJ0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JJ0303'AT WILD HORSE.
 JJ0303'AT WILD HORSE, CHEYENNE COUNTY, ON THE UNION PACIFIC RAILROAD, 0.1
 JJ0303'MILE SOUTH OF U.S. HIGHWAY 40, ABOUT 165 FEET WEST OF THE
 JJ0303'SOUTHWEST CORNER OF A FENCE AROUND A SECTION HOUSE, AND IN THE TOP
 JJ0303'OF CONCRETE CULVERT 500.17.  A STANDARD DISK STAMPED D 256 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0197 ***********************************************************************
 KJ0197  DESIGNATION -  D 257
 KJ0197  PID         -  KJ0197
 KJ0197  STATE/COUNTY-  CO/LINCOLN
 KJ0197  USGS QUAD   -  BARRON CREEK (1979)
 KJ0197
 KJ0197                         *CURRENT SURVEY CONTROL
 KJ0197  ___________________________________________________________________
 KJ0197* NAD 83(1986)-  39 09 01.     (N)    103 30 08.     (W)     SCALED    
 KJ0197* NAVD 88     -      1549.629  (meters)    5084.07   (feet)  ADJUSTED  
 KJ0197  ___________________________________________________________________
 KJ0197  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 KJ0197  DYNAMIC HT  -        1548.129 (meters)    5079.15  (feet)  COMP
 KJ0197  MODELED GRAV-     979,605.2   (mgal)                       NAVD 88
 KJ0197
 KJ0197  VERT ORDER  -  FIRST     CLASS II
 KJ0197
 KJ0197.The horizontal coordinates were scaled from a topographic map and have
 KJ0197.an estimated accuracy of +/- 6 seconds.
 KJ0197
 KJ0197.The orthometric height was determined by differential leveling
 KJ0197.and adjusted by the National Geodetic Survey in June 1991..
 KJ0197
 KJ0197.The geoid height was determined by GEOID03.
 KJ0197
 KJ0197.The dynamic height is computed by dividing the NAVD 88
 KJ0197.geopotential number by the normal gravity value computed on the
 KJ0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0197.degrees latitude (g = 980.6199 gals.).
 KJ0197
 KJ0197.The modeled gravity was interpolated from observed gravity values.
 KJ0197
 KJ0197;                    North         East    Units  Estimated Accuracy
 KJ0197;SPC CO C     -   452,890.    1,087,070.      MT  (+/- 180 meters Scaled)
 KJ0197
 KJ0197                          SUPERSEDED SURVEY CONTROL
 KJ0197
 KJ0197  NGVD 29 (??/??/92) 1548.856  (m)         5081.54   (f) ADJ UNCH    1 2
 KJ0197
 KJ0197.Superseded values are not recommended for survey control.
 KJ0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0197.See file dsdata.txt to determine how the superseded data were derived.
 KJ0197
 KJ0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD294345(NAD 83)
 KJ0197_MARKER: DB = BENCH MARK DISK
 KJ0197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KJ0197_SP_SET: CULVERT
 KJ0197_STAMPING: D 257 1938
 KJ0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KJ0197
 KJ0197  HISTORY     - Date     Condition        Report By
 KJ0197  HISTORY     - 1938     MONUMENTED       CGS
 KJ0197
 KJ0197                          STATION DESCRIPTION
 KJ0197
 KJ0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KJ0197'2 MI NW FROM HUGO.
 KJ0197'2.0 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KJ0197'STATION AT HUGO, LINCOLN COUNTY, 0.7 MILE WEST OF THE JUNCTION OF
 KJ0197'U.S. HIGHWAY 40 AND STATE HIGHWAY 109, ABOUT 155 YARDS NORTH OF THE
 KJ0197'TRACK, 23 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 40, AT A
 KJ0197'LARGE CONCRETE CULVERT UNDER THE HIGHWAY, AND IN THE TOP OF THE SOUTH
 KJ0197'HEADWALL.  A STANDARD DISK STAMPED D 257 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0247 ***********************************************************************
 KJ0247  DESIGNATION -  D 258
 KJ0247  PID         -  KJ0247
 KJ0247  STATE/COUNTY-  CO/ELBERT
 KJ0247  USGS QUAD   -  AGATE (1970)
 KJ0247
 KJ0247                         *CURRENT SURVEY CONTROL
 KJ0247  ___________________________________________________________________
 KJ0247* NAD 83(1986)-  39 27 41.     (N)    103 56 37.     (W)     SCALED    
 KJ0247* NAVD 88     -      1664.467  (meters)    5460.84   (feet)  ADJUSTED  
 KJ0247  ___________________________________________________________________
 KJ0247  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 KJ0247  DYNAMIC HT  -        1662.895 (meters)    5455.68  (feet)  COMP
 KJ0247  MODELED GRAV-     979,623.2   (mgal)                       NAVD 88
 KJ0247
 KJ0247  VERT ORDER  -  FIRST     CLASS II
 KJ0247
 KJ0247.The horizontal coordinates were scaled from a topographic map and have
 KJ0247.an estimated accuracy of +/- 6 seconds.
 KJ0247
 KJ0247.The orthometric height was determined by differential leveling
 KJ0247.and adjusted by the National Geodetic Survey in June 1991..
 KJ0247
 KJ0247.The geoid height was determined by GEOID03.
 KJ0247
 KJ0247.The dynamic height is computed by dividing the NAVD 88
 KJ0247.geopotential number by the normal gravity value computed on the
 KJ0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0247.degrees latitude (g = 980.6199 gals.).
 KJ0247
 KJ0247.The modeled gravity was interpolated from observed gravity values.
 KJ0247
 KJ0247;                    North         East    Units  Estimated Accuracy
 KJ0247;SPC CO C     -   486,680.    1,048,330.      MT  (+/- 180 meters Scaled)
 KJ0247
 KJ0247                          SUPERSEDED SURVEY CONTROL
 KJ0247
 KJ0247  NGVD 29 (??/??/92) 1663.629  (m)         5458.09   (f) ADJ UNCH    1 2
 KJ0247
 KJ0247.Superseded values are not recommended for survey control.
 KJ0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0247.See file dsdata.txt to determine how the superseded data were derived.
 KJ0247
 KJ0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED908685(NAD 83)
 KJ0247_MARKER: DB = BENCH MARK DISK
 KJ0247_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KJ0247_SP_SET: CONCRETE FOOTING
 KJ0247_STAMPING: D 258 1938
 KJ0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KJ0247
 KJ0247  HISTORY     - Date     Condition        Report By
 KJ0247  HISTORY     - 1938     MONUMENTED       CGS
 KJ0247
 KJ0247                          STATION DESCRIPTION
 KJ0247
 KJ0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KJ0247'AT AGATE.
 KJ0247'AT AGATE, ELBERT COUNTY, ON THE UNION PACIFIC RAILROAD, AT A
 KJ0247'WATER TANK, AND IN THE TOP OF THE SOUTHEAST CORNER OF THE FIRST
 KJ0247'CONCRETE FOOTING SOUTH OF A LADDER.  A STANDARD DISK, STAMPED
 KJ0247'D 258 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0030 ***********************************************************************
 KK0030  DESIGNATION -  D 259
 KK0030  PID         -  KK0030
 KK0030  STATE/COUNTY-  CO/ADAMS
 KK0030  USGS QUAD   -  BENNETT (1975)
 KK0030
 KK0030                         *CURRENT SURVEY CONTROL
 KK0030  ___________________________________________________________________
 KK0030* NAD 83(1992)-  39 45 19.07213(N)    104 24 53.43307(W)     ADJUSTED  
 KK0030* NAVD 88     -      1663.775  (meters)    5458.57   (feet)  ADJUSTED  
 KK0030  ___________________________________________________________________
 KK0030  X           -  -1,222,645.950 (meters)                     COMP
 KK0030  Y           -  -4,756,775.568 (meters)                     COMP
 KK0030  Z           -   4,058,187.342 (meters)                     COMP
 KK0030  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 KK0030  ELLIP HEIGHT-        1645.49  (meters)          (12/03/02) GPS OBS
 KK0030  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 KK0030  DYNAMIC HT  -        1662.220 (meters)    5453.47  (feet)  COMP
 KK0030  MODELED GRAV-     979,632.7   (mgal)                       NAVD 88
 KK0030
 KK0030  HORZ ORDER  -  FIRST
 KK0030  VERT ORDER  -  FIRST     CLASS II
 KK0030  ELLP ORDER  -  FOURTH    CLASS II
 KK0030
 KK0030.The horizontal coordinates were established by GPS observations
 KK0030.and adjusted by the National Geodetic Survey in December 1999..
 KK0030
 KK0030.The orthometric height was determined by differential leveling
 KK0030.and adjusted by the National Geodetic Survey in June 1991..
 KK0030
 KK0030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK0030
 KK0030.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK0030
 KK0030.The ellipsoidal height was determined by GPS observations
 KK0030.and is referenced to NAD 83.
 KK0030
 KK0030.The geoid height was determined by GEOID03.
 KK0030
 KK0030.The dynamic height is computed by dividing the NAVD 88
 KK0030.geopotential number by the normal gravity value computed on the
 KK0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0030.degrees latitude (g = 980.6199 gals.).
 KK0030
 KK0030.The modeled gravity was interpolated from observed gravity values.
 KK0030
 KK0030;                    North         East     Units Scale Factor Converg.
 KK0030;SPC CO N     -   352,220.215 1,007,394.658   MT  0.99999399   +0 42 04.2
 KK0030;SPC CO N     - 1,155,575.82  3,305,093.97   sFT  0.99999399   +0 42 04.2
 KK0030;UTM  13      - 4,400,761.943   550,126.865   MT  0.99963093   +0 22 27.2
 KK0030
 KK0030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK0030!SPC CO N     -   0.99974192  x   0.99999399  =   0.99973591
 KK0030!UTM  13      -   0.99974192  x   0.99963093  =   0.99937294
 KK0030
 KK0030                          SUPERSEDED SURVEY CONTROL
 KK0030
 KK0030  ELLIP H (12/27/99) 1645.53   (m)                       GP(       ) 4 1
 KK0030  NAVD 88 (12/27/99) 1663.78   (m)         5458.6    (f) LEVELING    3  
 KK0030  NGVD 29 (??/??/92) 1662.873  (m)         5455.61   (f) ADJ UNCH    1 2
 KK0030
 KK0030.Superseded values are not recommended for survey control.
 KK0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0030.See file dsdata.txt to determine how the superseded data were derived.
 KK0030
 KK0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE5012700762(NAD 83)
 KK0030_MARKER: DB = BENCH MARK DISK
 KK0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0030_STAMPING: D 259 1938
 KK0030_MARK LOGO: CGS   
 KK0030_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0030+STABILITY: SURFACE MOTION
 KK0030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0030+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1999
 KK0030
 KK0030  HISTORY     - Date     Condition        Report By
 KK0030  HISTORY     - 1938     MONUMENTED       CGS
 KK0030  HISTORY     - 1983     GOOD             NGS
 KK0030  HISTORY     - 19990204 GOOD             JRENG
 KK0030
 KK0030                          STATION DESCRIPTION
 KK0030
 KK0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KK0030'0.7 MI SE FROM BENNETT.
 KK0030'0.7 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KK0030'STATION AT BENNETT, ADAMS COUNTY, 0.2 MILE SOUTH OF THE JUNCTION
 KK0030'OF AN OLD ROAD, 7 POLES WEST OF MILEPOST 608, AND 80 FEET NORTH OF
 KK0030'THE TRACK.  A STANDARD DISK, STAMPED D 259 1938 AND SET IN THE
 KK0030'TOP OF A CONCRETE POST.
 KK0030
 KK0030                          STATION RECOVERY (1983)
 KK0030
 KK0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0030'NEW DESC: 1.1 KM (0.7 MI) SOUTHEAST ALONG THE UNION PACIFIC RAILROAD
 KK0030'FROM THE FOUNDATION OF THE OLD TRAIN STATIN AT BENNETT, ADAMS COUNTY,
 KK0030'7 POLES WEST OF MILEPOST 608, 26.2 M (86 FT) NORTH OF THE TRACK, 3.2
 KK0030'M (10.5 FT) SOUTH FROM A DIRT ROAD, AND 2.1 M (7 FT) FROM THE SEVENTH
 KK0030'TELEPHONE POLE FROM MILEPOST 608.
 KK0030
 KK0030                          STATION RECOVERY (1999)
 KK0030
 KK0030'RECOVERY NOTE BY JR ENGINEERING LTD 1999 (TGB)
 KK0030'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0281 ***********************************************************************
 JJ0281  DESIGNATION -  D 26
 JJ0281  PID         -  JJ0281
 JJ0281  STATE/COUNTY-  CO/CHEYENNE
 JJ0281  USGS QUAD   -  FIRSTVIEW (1982)
 JJ0281
 JJ0281                         *CURRENT SURVEY CONTROL
 JJ0281  ___________________________________________________________________
 JJ0281* NAD 83(1992)-  38 48 59.84793(N)    102 32 30.71921(W)     ADJUSTED  
 JJ0281* NAVD 88     -      1395.674  (meters)    4578.97   (feet)  ADJUSTED  
 JJ0281  ___________________________________________________________________
 JJ0281  X           -  -1,080,809.927 (meters)                     COMP
 JJ0281  Y           -  -4,858,415.395 (meters)                     COMP
 JJ0281  Z           -   3,977,336.646 (meters)                     COMP
 JJ0281  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 JJ0281  ELLIP HEIGHT-        1372.97  (meters)          (12/03/02) GPS OBS
 JJ0281  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 JJ0281  DYNAMIC HT  -        1394.354 (meters)    4574.64  (feet)  COMP
 JJ0281  MODELED GRAV-     979,633.5   (mgal)                       NAVD 88
 JJ0281
 JJ0281  HORZ ORDER  -  FIRST
 JJ0281  VERT ORDER  -  FIRST     CLASS II
 JJ0281  ELLP ORDER  -  FOURTH    CLASS II
 JJ0281
 JJ0281.The horizontal coordinates were established by GPS observations
 JJ0281.and adjusted by the National Geodetic Survey in June 1996..
 JJ0281
 JJ0281.The orthometric height was determined by differential leveling
 JJ0281.and adjusted by the National Geodetic Survey in June 1991..
 JJ0281
 JJ0281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JJ0281
 JJ0281.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0281
 JJ0281.The ellipsoidal height was determined by GPS observations
 JJ0281.and is referenced to NAD 83.
 JJ0281
 JJ0281.The geoid height was determined by GEOID03.
 JJ0281
 JJ0281.The dynamic height is computed by dividing the NAVD 88
 JJ0281.geopotential number by the normal gravity value computed on the
 JJ0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0281.degrees latitude (g = 980.6199 gals.).
 JJ0281
 JJ0281.The modeled gravity was interpolated from observed gravity values.
 JJ0281
 JJ0281;                    North         East     Units Scale Factor Converg.
 JJ0281;SPC CO C     -   418,134.982 1,171,255.711   MT  0.99994816   +1 51 56.4
 JJ0281;SPC CO C     - 1,371,831.19  3,842,694.78   sFT  0.99994816   +1 51 56.4
 JJ0281;UTM  13      - 4,299,298.164   713,416.590   MT  1.00016089   +1 32 29.1
 JJ0281
 JJ0281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0281!SPC CO C     -   0.99978463  x   0.99994816  =   0.99973280
 JJ0281!UTM  13      -   0.99978463  x   1.00016089  =   0.99994548
 JJ0281
 JJ0281                          SUPERSEDED SURVEY CONTROL
 JJ0281
 JJ0281  ELLIP H (06/14/96) 1372.92   (m)                       GP(       ) 1 2
 JJ0281  NAVD 88 (06/14/96) 1395.67   (m)         4579.0    (f) LEVELING    3  
 JJ0281  NGVD 29 (??/??/92) 1395.092  (m)         4577.06   (f) ADJ UNCH    1 2
 JJ0281
 JJ0281.Superseded values are not recommended for survey control.
 JJ0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0281.See file dsdata.txt to determine how the superseded data were derived.
 JJ0281
 JJ0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC1341799298(NAD 83)
 JJ0281_MARKER: DB = BENCH MARK DISK
 JJ0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0281_STAMPING: D 26 1929
 JJ0281_MARK LOGO: CGS   
 JJ0281_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JJ0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0281+STABILITY: SURFACE MOTION
 JJ0281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0281+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1996
 JJ0281
 JJ0281  HISTORY     - Date     Condition        Report By
 JJ0281  HISTORY     - 1929     MONUMENTED       CGS
 JJ0281  HISTORY     - 1942     GOOD             NGS
 JJ0281  HISTORY     - 19960124 GOOD             CODOT
 JJ0281
 JJ0281                          STATION DESCRIPTION
 JJ0281
 JJ0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JJ0281'10.6 MI W FROM CHEYENNE WELLS.
 JJ0281'10.6 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 JJ0281'AT CHEYENNE WELLS, CHEYENNE COUNTY, 0.6 MILE WEST OF MILEPOST 473,
 JJ0281'AT FIRST VIEW, 246 FEET WEST OF THE BOX-CAR STATION, 117 FEET SOUTH
 JJ0281'ACROSS THE TRACK FROM THE SOUTHWEST CORNER OF A WHITE CONCRETE GRAIN
 JJ0281'ELEVATOR, 86 FEET WEST OF THE CROSSING OF THE ROAD LEADING TO THE
 JJ0281'ELEVATOR, 58 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, 175
 JJ0281'FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 40, 30 FEET WEST OF A
 JJ0281'POLE, AND ABOUT 2-1/2 FEET LOWER THAN THE MAIN TRACK.  A STANDARD
 JJ0281'DISK, STAMPED D 26 1929 AND SET IN THE TOP OF A CONCRETE POST
 JJ0281'PROJECTING 10 INCHES ABOVE GROUND.
 JJ0281
 JJ0281                          STATION RECOVERY (1996)
 JJ0281
 JJ0281'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (KAW)
 JJ0281'THE STATION WILL BE USED DURING A COLORADO HARN DENSIFICATION PROJECT
 JJ0281'THE STATION IS LOCATED IN FIRSTVIEW AT US 40 REFERENCE POST 459.3 IN
 JJ0281'THE EAST CENTER OF SECTION 22, T 14 S, R 46 W, 6TH P.M.  OWNERSHIP--
 JJ0281'UNION PACIFIC RAILROAD. TO REACH THE STATION FROM THE JUNCTION OF US
 JJ0281'40 AND CHEYENNE COUNTY ROAD 34 IN FIRSTVIEW, PROCEED WEST ON US 40 FOR
 JJ0281'0.2 MI (0.3 KM) TO A TRACK ROAD LEADING TO A SCALE HOUSE ON THE RIGHT.
 JJ0281'TURN RIGHT ONTO THE TRACK ROAD AND PROCEED NORTH AROUND THE SCALE FOR
 JJ0281'150 FT. (45.7 M) TURN LEFT BEFORE CROSSING THE UNION PACIFIC RAILROAD
 JJ0281'TRACKS AND PROCEED WEST FOR 100 FT (30.5 M) TO THE STATION ON THE
 JJ0281'LEFT. THE STATION IS A BRASS USCGS BENCHMARK DISK IN A CONCRETE POST.
 JJ0281'IT IS 54 M (177.2 FT) NORTH OF THE CENTER OF US 40, 35.7 M (117.1 FT)
 JJ0281'SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE GRAIN ELEVATOR, 23 M (75.5
 JJ0281'FT) NORTHWEST OF THE NORTHWEST CORNER OF THE SCALE HOUSE, 17.1 M (56.1
 JJ0281'FT) SOUTH OF THE SOUTH RAIL OF THE SOUTHERNMOST UNION PACIFIC RAILROAD
 JJ0281'TRACK, 0.6 M (2.0 FT) WEST OF A COLORADO DEPARTMENT OF HIGHWAYS (CDOH)
 JJ0281'FIBERGLASS WITNESS POST, AND 0.6 M (2.0 FT) EAST OF A CDOH FIBERGLASS
 JJ0281'WITNESS POST. DESCRIPTION BY K A WILLIAMS, CODOT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0384 ***********************************************************************
 KK0384  DESIGNATION -  D 260
 KK0384  PID         -  KK0384
 KK0384  STATE/COUNTY-  CO/ADAMS
 KK0384  USGS QUAD   -  COMMERCE CITY (1994)
 KK0384
 KK0384                         *CURRENT SURVEY CONTROL
 KK0384  ___________________________________________________________________
 KK0384* NAD 83(1986)-  39 47 43.     (N)    104 56 58.     (W)     SCALED    
 KK0384* NAVD 88     -      1575.220  (meters)    5168.03   (feet)  POSTED    
 KK0384  ___________________________________________________________________
 KK0384  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 KK0384  DYNAMIC HT  -        1573.740 (meters)    5163.18  (feet)  COMP
 KK0384  MODELED GRAV-     979,630.3   (mgal)                       NAVD 88
 KK0384
 KK0384  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0384
 KK0384.The horizontal coordinates were scaled from a topographic map and have
 KK0384.an estimated accuracy of +/- 6 seconds.
 KK0384
 KK0384.The orthometric height was determined by differential leveling
 KK0384.and adjusted by the National Geodetic Survey in 1992..
 KK0384.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0384.rate of 1.1 thru 2.0 mm/km.
 KK0384
 KK0384.The geoid height was determined by GEOID03.
 KK0384
 KK0384.The dynamic height is computed by dividing the NAVD 88
 KK0384.geopotential number by the normal gravity value computed on the
 KK0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0384.degrees latitude (g = 980.6199 gals.).
 KK0384
 KK0384.The modeled gravity was interpolated from observed gravity values.
 KK0384
 KK0384;                    North         East    Units  Estimated Accuracy
 KK0384;SPC CO N     -   356,240.      961,560.      MT  (+/- 180 meters Scaled)
 KK0384
 KK0384                          SUPERSEDED SURVEY CONTROL
 KK0384
 KK0384  NGVD 29 (??/??/92) 1574.310  (m)         5165.05   (f) ADJ UNCH    1 2
 KK0384
 KK0384.Superseded values are not recommended for survey control.
 KK0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0384.See file dsdata.txt to determine how the superseded data were derived.
 KK0384
 KK0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE043050(NAD 83)
 KK0384_MARKER: DB = BENCH MARK DISK
 KK0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0384_STAMPING: D 260 1938
 KK0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0384+STABILITY: SURFACE MOTION
 KK0384
 KK0384  HISTORY     - Date     Condition        Report By
 KK0384  HISTORY     - 1938     MONUMENTED       CGS
 KK0384  HISTORY     - 1956     GOOD             NGS
 KK0384  HISTORY     - 20010303 MARK NOT FOUND   METRSC
 KK0384
 KK0384                          STATION DESCRIPTION
 KK0384
 KK0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KK0384'4 MI NE FROM DENVER.
 KK0384'4.0 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KK0384'UNION STATION AT DENVER, 0.4 MILE SOUTHEAST OF THE MOUNTAIN
 KK0384'STATES MIXED FEED COMPANY BUILDING, 69.7 FEET NORTHEAST OF
 KK0384'MILEPOST 4, 26 FEET EAST OF THE EAST RAIL OF THE EAST TRACK,
 KK0384'1 FOOT EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 KK0384'POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND, IN SECTION 13,
 KK0384'TOWNSHIP 3 SOUTH, RANGE 67 WEST.
 KK0384
 KK0384                          STATION RECOVERY (2001)
 KK0384
 KK0384'RECOVERY NOTE BY METROPOLITAN STATE COLLEGE OF DENVER 2001 (HWS)
 KK0384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0291 ***********************************************************************
 LL0291  DESIGNATION -  D 262
 LL0291  PID         -  LL0291
 LL0291  STATE/COUNTY-  CO/WELD
 LL0291  USGS QUAD   -  ANTELOPE RESERVOIR (1975)
 LL0291
 LL0291                         *CURRENT SURVEY CONTROL
 LL0291  ___________________________________________________________________
 LL0291* NAD 83(1992)-  40 37 33.67521(N)    104 44 52.54440(W)     ADJUSTED  
 LL0291* NAVD 88     -      1529.319  (meters)    5017.44   (feet)  ADJUSTED  
 LL0291  ___________________________________________________________________
 LL0291  X           -  -1,234,365.436 (meters)                     COMP
 LL0291  Y           -  -4,689,136.738 (meters)                     COMP
 LL0291  Z           -   4,131,975.477 (meters)                     COMP
 LL0291  LAPLACE CORR-          -7.53  (seconds)                    DEFLEC99
 LL0291  ELLIP HEIGHT-        1511.91  (meters)          (12/03/02) GPS OBS
 LL0291  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 LL0291  DYNAMIC HT  -        1528.042 (meters)    5013.25  (feet)  COMP
 LL0291  MODELED GRAV-     979,736.5   (mgal)                       NAVD 88
 LL0291
 LL0291  HORZ ORDER  -  FIRST
 LL0291  VERT ORDER  -  FIRST     CLASS II
 LL0291  ELLP ORDER  -  FOURTH    CLASS II
 LL0291
 LL0291.The horizontal coordinates were established by GPS observations
 LL0291.and adjusted by the National Geodetic Survey in March 1998..
 LL0291
 LL0291.The orthometric height was determined by differential leveling
 LL0291.and adjusted by the National Geodetic Survey in June 1991..
 LL0291
 LL0291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL0291
 LL0291.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL0291
 LL0291.The ellipsoidal height was determined by GPS observations
 LL0291.and is referenced to NAD 83.
 LL0291
 LL0291.The geoid height was determined by GEOID03.
 LL0291
 LL0291.The dynamic height is computed by dividing the NAVD 88
 LL0291.geopotential number by the normal gravity value computed on the
 LL0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0291.degrees latitude (g = 980.6199 gals.).
 LL0291
 LL0291.The modeled gravity was interpolated from observed gravity values.
 LL0291
 LL0291;                    North         East     Units Scale Factor Converg.
 LL0291;SPC CO N     -   448,601.458   978,031.610   MT  0.99997826   +0 29 09.4
 LL0291;SPC CO N     - 1,471,786.62  3,208,758.71   sFT  0.99997826   +0 29 09.4
 LL0291;UTM  13      - 4,497,273.718   521,318.939   MT  0.99960559   +0 09 50.9
 LL0291
 LL0291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL0291!SPC CO N     -   0.99976289  x   0.99997826  =   0.99974115
 LL0291!UTM  13      -   0.99976289  x   0.99960559  =   0.99936857
 LL0291
 LL0291                          SUPERSEDED SURVEY CONTROL
 LL0291
 LL0291  ELLIP H (03/31/98) 1511.96   (m)                       GP(       ) 4 1
 LL0291  NAVD 88 (03/31/98) 1529.32   (m)         5017.4    (f) LEVELING    3  
 LL0291  NGVD 29 (06/08/92) 1528.445  (m)         5014.57   (f) ADJUSTED    1 2
 LL0291
 LL0291.Superseded values are not recommended for survey control.
 LL0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0291.See file dsdata.txt to determine how the superseded data were derived.
 LL0291
 LL0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE2131997274(NAD 83)
 LL0291_MARKER: DB = BENCH MARK DISK
 LL0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0291_STAMPING: D 262 1939
 LL0291_MARK LOGO: CGS   
 LL0291_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0291+STABILITY: SURFACE MOTION
 LL0291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0291+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1997
 LL0291
 LL0291  HISTORY     - Date     Condition        Report By
 LL0291  HISTORY     - 1939     MONUMENTED       CGS
 LL0291  HISTORY     - 1956     GOOD             NGS
 LL0291  HISTORY     - 1983     GOOD             NGS
 LL0291  HISTORY     - 19970701 GOOD             CODOT
 LL0291
 LL0291                          STATION DESCRIPTION
 LL0291
 LL0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0291'0.7 MI S FROM PIERCE.
 LL0291'0.7 MILE SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LL0291'AT PIERCE, AT A GRAVELED ROAD CROSSING, 95.3 FEET EAST OF THE 5TH
 LL0291'POLE NORTH OF MILEPORT 66, 44 FEET NORTH OF THE CENTER LINE OF A
 LL0291'GRAVELED ROAD, 46 FEET EAST OF THE EAST RAIL, 20.3 FEET NORTHWEST
 LL0291'OF A POWER POLE, 3.2 FEET WEST OF A FENCE, 1 FOOT NORTH OF A
 LL0291'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LL0291'0.5 FOOT ABOVE THE GROUND, IN THE SOUTHWEST 1/4 OF SECTION 26,
 LL0291'TOWNSHIP 8 NORTH, RANGE 66 WEST.
 LL0291
 LL0291                          STATION RECOVERY (1983)
 LL0291
 LL0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0291'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  23.1 KM
 LL0291'(14.35 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LL0291'IN GREELEY.
 LL0291
 LL0291                          STATION RECOVERY (1997)
 LL0291
 LL0291'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 LL0291'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) SOUTH-SOUTHEAST OF NUNN,
 LL0291'4.2 MI (6.8 KM) NORTH-NORTHWEST OF AULT AND 1 MI (1.6 KM)
 LL0291'SOUTH-SOUTHEAST OF PIERCE, IN THE SOUTHWEST 1/4 OF SECTION 26, T 8 N,
 LL0291'R 66 W, AT U.  S.  HIGHWAY 85 MILEPOST 282.9 AND AT UNION PACIFIC
 LL0291'RAILROAD MILEPOST 66.15.  OWNERSHIP--UNION PACIFIC RAILROAD
 LL0291'RIGHT-OF-WAY TO REACH THE STATION FROM THE INTERSECTION OF U.  S.
 LL0291'HIGHWAY 85 AND WELD COUNTY ROAD 88, 0.8 MI (1.3 KM) SOUTH-SOUTHEAST OF
 LL0291'PIERCE, GO EAST ON COUNTY ROAD 88 FOR 0.05 MI (0.08 KM) TO THE
 LL0291'RAILROAD TRACKS AND THE STATION ON THE LEFT, JUST AFTER CROSSING THE
 LL0291'TRACKS THE MARK IS A STANDARD DISK SET IN THE TOP OF A SQUARE 15 CM
 LL0291'CONCRETE POST, PROJECTING 3 CM ABOVE THE GROUND.  THE DISK HAS A SCRAP
 LL0291'MARK ACROSS THE DISK AND A SMALL CORNER OF THE MONUMENT IS BROKEN, THE
 LL0291'MONUMENT LOOKS SOUND.  IT IS 13.9 M (45.6 FT) EAST-NORTHEAST FROM THE
 LL0291'EASTERN RAIL, 13.2 M (43.3 FT) NORTHWEST FROM THE CNETER LINE OF
 LL0291'COUNTY ROAD 88, 6.6 M (21.7 FT) NORTHWEST FROM A POWER POLE WITH
 LL0291'TRANSFORMER, 4.8 M (15.7 FT) NORTHWEST FROM A CONCRETE FENCE CORNER,
 LL0291'4.6 M (15.1 FT) SOUTH FROM A POWER POLE (UPRR) , 0.5 M (1.6 FT)
 LL0291'SOUTHEAST FROM A WITNESS POST, 0.3 M (1.0 FT) SOUTHWEST FROM A WITNESS
 LL0291'POST AND ABOUT 50 CM BELOW THE COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0329 ***********************************************************************
 LL0329  DESIGNATION -  D 263
 LL0329  PID         -  LL0329
 LL0329  STATE/COUNTY-  CO/WELD
 LL0329  USGS QUAD   -  CARR WEST (1975)
 LL0329
 LL0329                         *CURRENT SURVEY CONTROL
 LL0329  ___________________________________________________________________
 LL0329* NAD 83(1986)-  40 56 12.     (N)    104 53 34.     (W)     SCALED    
 LL0329* NAVD 88     -      1778.255  (meters)    5834.16   (feet)  ADJUSTED  
 LL0329  ___________________________________________________________________
 LL0329  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 LL0329  DYNAMIC HT  -        1776.709 (meters)    5829.09  (feet)  COMP
 LL0329  MODELED GRAV-     979,691.9   (mgal)                       NAVD 88
 LL0329
 LL0329  VERT ORDER  -  FIRST     CLASS II
 LL0329
 LL0329.The horizontal coordinates were scaled from a topographic map and have
 LL0329.an estimated accuracy of +/- 6 seconds.
 LL0329
 LL0329.The orthometric height was determined by differential leveling
 LL0329.and adjusted by the National Geodetic Survey in June 1991..
 LL0329
 LL0329.The geoid height was determined by GEOID03.
 LL0329
 LL0329.The dynamic height is computed by dividing the NAVD 88
 LL0329.geopotential number by the normal gravity value computed on the
 LL0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0329.degrees latitude (g = 980.6199 gals.).
 LL0329
 LL0329.The modeled gravity was interpolated from observed gravity values.
 LL0329
 LL0329;                    North         East    Units  Estimated Accuracy
 LL0329;SPC CO N     -   483,000.      965,540.      MT  (+/- 180 meters Scaled)
 LL0329
 LL0329                          SUPERSEDED SURVEY CONTROL
 LL0329
 LL0329  NGVD 29 (??/??/92) 1777.250  (m)         5830.86   (f) ADJ UNCH    1 2
 LL0329
 LL0329.Superseded values are not recommended for survey control.
 LL0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0329.See file dsdata.txt to determine how the superseded data were derived.
 LL0329
 LL0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF090317(NAD 83)
 LL0329_MARKER: DB = BENCH MARK DISK
 LL0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0329_STAMPING: D 263 1939
 LL0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0329+STABILITY: SURFACE MOTION
 LL0329
 LL0329  HISTORY     - Date     Condition        Report By
 LL0329  HISTORY     - 1939     MONUMENTED       CGS
 LL0329  HISTORY     - 1956     GOOD             NGS
 LL0329
 LL0329                          STATION DESCRIPTION
 LL0329
 LL0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0329'2.9 MI NW FROM CARR.
 LL0329'2.9 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL0329'STATION AT CARR, 81.6 FEET NORTHEAST OF MILEPOST 89, 34.8 FEET
 LL0329'NORTHEAST OF THE NORTHEAST RAIL, 13 FEET SOUTHWEST OF A FENCE,
 LL0329'9.5 FEET SOUTHEAST OF A TELEPHONE POLE, IN LINE WITH A ROW OF
 LL0329'TELEPHONE POLES, 0.7 FOOT NORTHWEST OF A WITNESS POST, SET IN THE
 LL0329'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND,
 LL0329'IN THE NORTHEAST 1/4 OF SECTION 9, TOWNSHIP 11 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0630 ***********************************************************************
 KK0630  DESIGNATION -  D 265
 KK0630  PID         -  KK0630
 KK0630  STATE/COUNTY-  CO/JEFFERSON
 KK0630  USGS QUAD   -  GOLDEN (1994)
 KK0630
 KK0630                         *CURRENT SURVEY CONTROL
 KK0630  ___________________________________________________________________
 KK0630* NAD 83(1986)-  39 51 35.     (N)    105 12 52.     (W)     SCALED    
 KK0630* NAVD 88     -      1836.823  (meters)    6026.31   (feet)  ADJUSTED  
 KK0630  ___________________________________________________________________
 KK0630  GEOID HEIGHT-         -15.85  (meters)                     GEOID03
 KK0630  DYNAMIC HT  -        1834.982 (meters)    6020.27  (feet)  COMP
 KK0630  MODELED GRAV-     979,559.1   (mgal)                       NAVD 88
 KK0630
 KK0630  VERT ORDER  -  SECOND    CLASS 0
 KK0630
 KK0630.The horizontal coordinates were scaled from a topographic map and have
 KK0630.an estimated accuracy of +/- 6 seconds.
 KK0630
 KK0630.The orthometric height was determined by differential leveling
 KK0630.and adjusted by the National Geodetic Survey in June 1991..
 KK0630
 KK0630.The geoid height was determined by GEOID03.
 KK0630
 KK0630.The dynamic height is computed by dividing the NAVD 88
 KK0630.geopotential number by the normal gravity value computed on the
 KK0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0630.degrees latitude (g = 980.6199 gals.).
 KK0630
 KK0630.The modeled gravity was interpolated from observed gravity values.
 KK0630
 KK0630;                    North         East    Units  Estimated Accuracy
 KK0630;SPC CO C     -   529,790.      938,840.      MT  (+/- 180 meters Scaled)
 KK0630
 KK0630                          SUPERSEDED SURVEY CONTROL
 KK0630
 KK0630  NGVD 29 (??/??/92) 1835.673  (m)         6022.54   (f) ADJ UNCH    2 0
 KK0630
 KK0630.Superseded values are not recommended for survey control.
 KK0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0630.See file dsdata.txt to determine how the superseded data were derived.
 KK0630
 KK0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE816122(NAD 83)
 KK0630_MARKER: DB = BENCH MARK DISK
 KK0630_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0630_SP_SET: SEMAPHORE
 KK0630_STAMPING: D 265 1940
 KK0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0630
 KK0630  HISTORY     - Date     Condition        Report By
 KK0630  HISTORY     - 1940     MONUMENTED       CGS
 KK0630  HISTORY     - 1952     GOOD             NGS
 KK0630  HISTORY     - 1982     GOOD             NGS
 KK0630
 KK0630                          STATION DESCRIPTION
 KK0630
 KK0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KK0630'9.1 MI NW FROM ARVADA.
 KK0630'9.1 MILES NORTHWEST ALONG THE DENVER AND SALT LAKE RAILWAY FROM
 KK0630'ARVADA, JEFFERSON COUNTY, 700 FEET WEST OF MILEPOST 16, AT
 KK0630'A SEMAPHORE, IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE
 KK0630'BASE, AND 10.2 FEET NORTH OF THE CENTERLINE OF THE TRACK, A
 KK0630'STANDARD DISK, STAMPED D 265 1940.
 KK0630
 KK0630                          STATION RECOVERY (1982)
 KK0630
 KK0630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0630'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1178 ***********************************************************************
 KK1178  DESIGNATION -  D 266
 KK1178  PID         -  KK1178
 KK1178  STATE/COUNTY-  CO/GILPIN
 KK1178  USGS QUAD   -  CENTRAL CITY (1972)
 KK1178
 KK1178                         *CURRENT SURVEY CONTROL
 KK1178  ___________________________________________________________________
 KK1178* NAD 83(1992)-  39 50 01.52362(N)    105 31 01.88179(W)     ADJUSTED  
 KK1178* NAVD 88     -      2706.165  (meters)    8878.48   (feet)  ADJUSTED  
 KK1178  ___________________________________________________________________
 KK1178  X           -  -1,312,655.581 (meters)                     COMP
 KK1178  Y           -  -4,727,774.766 (meters)                     COMP
 KK1178  Z           -   4,065,553.339 (meters)                     COMP
 KK1178  LAPLACE CORR-         -13.37  (seconds)                    DEFLEC99
 KK1178  ELLIP HEIGHT-        2692.95  (meters)          (12/03/02) GPS OBS
 KK1178  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 KK1178  DYNAMIC HT  -        2703.065 (meters)    8868.31  (feet)  COMP
 KK1178  MODELED GRAV-     979,381.7   (mgal)                       NAVD 88
 KK1178
 KK1178  HORZ ORDER  -  FIRST
 KK1178  VERT ORDER  -  SECOND    CLASS 0
 KK1178  ELLP ORDER  -  FOURTH    CLASS II
 KK1178
 KK1178.The horizontal coordinates were established by GPS observations
 KK1178.and adjusted by the National Geodetic Survey in May 1995..
 KK1178
 KK1178.The orthometric height was determined by differential leveling
 KK1178.and adjusted by the National Geodetic Survey in June 1991..
 KK1178.WARNING-GPS observations at this control monument resulted in a GPS
 KK1178.derived orthometric height which differed from the leveled height by
 KK1178.more than one decimeter (0.1 meter).
 KK1178
 KK1178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK1178
 KK1178.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1178
 KK1178.The ellipsoidal height was determined by GPS observations
 KK1178.and is referenced to NAD 83.
 KK1178
 KK1178.The geoid height was determined by GEOID03.
 KK1178
 KK1178.The dynamic height is computed by dividing the NAVD 88
 KK1178.geopotential number by the normal gravity value computed on the
 KK1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1178.degrees latitude (g = 980.6199 gals.).
 KK1178
 KK1178.The modeled gravity was interpolated from observed gravity values.
 KK1178
 KK1178;                    North         East     Units Scale Factor Converg.
 KK1178;SPC CO N     -   360,362.579   912,930.432   MT  0.99998317   -0 00 40.0
 KK1178;SPC CO N     - 1,182,289.56  2,995,172.59   sFT  0.99998317   -0 00 40.0
 KK1178;UTM  13      - 4,409,434.032   455,745.888   MT  0.99962411   -0 19 52.7
 KK1178
 KK1178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1178!SPC CO N     -   0.99957771  x   0.99998317  =   0.99956088
 KK1178!UTM  13      -   0.99957771  x   0.99962411  =   0.99920197
 KK1178
 KK1178                          SUPERSEDED SURVEY CONTROL
 KK1178
 KK1178  ELLIP H (05/08/95) 2693.04   (m)                       GP(       ) 2 2
 KK1178  NGVD 29 (??/??/92) 2704.747  (m)         8873.82   (f) ADJ UNCH    2 0
 KK1178
 KK1178.Superseded values are not recommended for survey control.
 KK1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1178.See file dsdata.txt to determine how the superseded data were derived.
 KK1178
 KK1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE5574609434(NAD 83)
 KK1178_MARKER: DB = BENCH MARK DISK
 KK1178_SETTING: 80 = SET IN A BOULDER
 KK1178_STAMPING: D 266 1940
 KK1178_MARK LOGO: CGS   
 KK1178_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK1178_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1178+STABILITY: POSITION/ELEVATION WELL
 KK1178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1178+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1994
 KK1178
 KK1178  HISTORY     - Date     Condition        Report By
 KK1178  HISTORY     - 1940     MONUMENTED       CGS
 KK1178  HISTORY     - 19940516 GOOD             CODOT
 KK1178  HISTORY     - 20020924 GOOD             USPSQD
 KK1178
 KK1178                          STATION DESCRIPTION
 KK1178
 KK1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 KK1178'3.5 MI N FROM BLACKHAWK.
 KK1178'3.5 MILES NORTH ALONG STATE HIGHWAY 119 FROM A ROAD JUNCTION AT
 KK1178'BLACKHAWK, GILPIN COUNTY, 180 FEET SOUTH OF A CONCRETE CULVERT
 KK1178'OVER MISSOURI GULCH, 59 FEET EAST OF THE CENTERLINE OF THE
 KK1178'HIGHWAY, 5.0 FEET WEST OF THE RIGHT-OF-WAY FENCE, IN THE TOP OF A
 KK1178'4-FOOT GRAY GRANITE BOULDER, 0.6 FOOT ABOVE GROUND, AND LEVEL WITH THE
 KK1178'HIGHWAY.  A STANDARD DISK, STAMPED D 266 1940.
 KK1178
 KK1178                          STATION RECOVERY (1994)
 KK1178
 KK1178'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1994 (KAW)
 KK1178'THE STATION WILL BE USED DURING A GPS PROJECT. THE STATION IS LOCATED
 KK1178'APPROXIMATELY 3.4 MI (5.5 KM) NORTH OF BLACKHAWK ALONG STATE HIGHWAY
 KK1178'119 AT MILEPOST 10.7, IN THE NORTHWEST 1/4 OF SECTION 36, T 2 S, R 73
 KK1178'W, 6TH P.M.  OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION. TO
 KK1178'REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 119 AND STATE
 KK1178'HIGHWAY 279 IN BLACKHAWK, GO NORTH ON STATE HIGHWAY 119 FOR 3.35 MI
 KK1178'(5.39 KM) TO THE STATION ON THE RIGHT. THE STATION IS A BRASS
 KK1178'BENCHMARK DISK SET IN A DRILL HOLE IN A ROCK OUTCROP PROJECTING 0.5 FT
 KK1178'(15.2 CM) AND 2 FT (0.6 M) BELOW THE ROAD. IT IS 125 FT (38.1 M)
 KK1178'NORTHEAST OF A SIGN "PICKLE GULCH RECREATION AREA - GROUPS ONLY", 58.5
 KK1178'FT (17.8 M) EAST SOUTHEAST OF THE CENTER OF STATE HIGHWAY 119, 12 FT
 KK1178'(3.7 M) WEST OF A 12 IN PINE TREE WITH A FENCE ATTACHED TO IT, 9.8 FT
 KK1178'(3.0 M) WEST NORTHWEST OF THE EAST RIGHT OF WAY FENCE OF STATE HIGHWAY
 KK1178'119, AND 1.6 FT (0.5 M) WEST NORTHWEST OF A FIBERGLASS NGS WITNESS
 KK1178'POST. DESCRIPTION BY K.A. WILLIAMS, CDOT.
 KK1178
 KK1178                          STATION RECOVERY (2002)
 KK1178
 KK1178'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 KK1178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0621 ***********************************************************************
 JK0621  DESIGNATION -  D 267
 JK0621  PID         -  JK0621
 JK0621  STATE/COUNTY-  CO/CUSTER
 JK0621  USGS QUAD   -  BECKWITH MOUNTAIN (1958)
 JK0621
 JK0621                         *CURRENT SURVEY CONTROL
 JK0621  ___________________________________________________________________
 JK0621* NAD 83(1986)-  38 10 45.     (N)    105 30 28.     (W)     SCALED    
 JK0621* NAVD 88     -      2369.261  (meters)    7773.15   (feet)  ADJUSTED  
 JK0621  ___________________________________________________________________
 JK0621  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 JK0621  DYNAMIC HT  -        2366.367 (meters)    7763.66  (feet)  COMP
 JK0621  MODELED GRAV-     979,321.8   (mgal)                       NAVD 88
 JK0621
 JK0621  VERT ORDER  -  SECOND    CLASS 0
 JK0621
 JK0621.The horizontal coordinates were scaled from a topographic map and have
 JK0621.an estimated accuracy of +/- 6 seconds.
 JK0621
 JK0621.The orthometric height was determined by differential leveling
 JK0621.and adjusted by the National Geodetic Survey in June 1991..
 JK0621
 JK0621.The geoid height was determined by GEOID03.
 JK0621
 JK0621.The dynamic height is computed by dividing the NAVD 88
 JK0621.geopotential number by the normal gravity value computed on the
 JK0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0621.degrees latitude (g = 980.6199 gals.).
 JK0621
 JK0621.The modeled gravity was interpolated from observed gravity values.
 JK0621
 JK0621;                    North         East    Units  Estimated Accuracy
 JK0621;SPC CO S     -   472,670.      913,720.      MT  (+/- 180 meters Scaled)
 JK0621
 JK0621                          SUPERSEDED SURVEY CONTROL
 JK0621
 JK0621  NGVD 29 (??/??/92) 2367.999  (m)         7769.01   (f) ADJ UNCH    2 0
 JK0621
 JK0621.Superseded values are not recommended for survey control.
 JK0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0621.See file dsdata.txt to determine how the superseded data were derived.
 JK0621
 JK0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC555258(NAD 83)
 JK0621_MARKER: DB = BENCH MARK DISK
 JK0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0621_STAMPING: D 267 1941
 JK0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0621+STABILITY: SURFACE MOTION
 JK0621
 JK0621  HISTORY     - Date     Condition        Report By
 JK0621  HISTORY     - 1941     MONUMENTED       CGS
 JK0621
 JK0621                          STATION DESCRIPTION
 JK0621
 JK0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JK0621'5 MI NW FROM WESTCLIFFE.
 JK0621'5.0 MILES NORTHWEST ALONG STATE HIGHWAY 69 FROM THE COUNTY
 JK0621'COURTHOUSE AT WESTCLIFFE, CUSTER COUNTY, AT THE JUNCTION OF A
 JK0621'ROAD LEADING WEST, ON THE OUTSIDE OF A SHARP CURVE, 54.0 FEET
 JK0621'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AT THE MIDDLE OF THE
 JK0621'CURVE, 33.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 84.0 FEET
 JK0621'SOUTHWEST OF A ROW OF POLES, 25.0 FEET SOUTH OF A CATTLE GUARD, AT
 JK0621'A FENCE CORNER, 3.0 FEET WEST OF A 4- BY 4-INCH WOODEN MARKER POST
 JK0621'STENCILED U.S.B.M., AND LEVEL WITH THE ROAD.  A STANDARD DISK,
 JK0621'STAMPED D 267 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JK0621'ABOUT 0.7 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0276 ***********************************************************************
 JL0276  DESIGNATION -  D 268
 JL0276  PID         -  JL0276
 JL0276  STATE/COUNTY-  CO/GUNNISON
 JL0276  USGS QUAD   -  MARCELLINA MTN (1973)
 JL0276
 JL0276                         *CURRENT SURVEY CONTROL
 JL0276  ___________________________________________________________________
 JL0276* NAD 83(1986)-  38 52 39.     (N)    107 10 36.     (W)     SCALED    
 JL0276* NAVD 88     -      2688.077  (meters)    8819.13   (feet)  ADJUSTED  
 JL0276  ___________________________________________________________________
 JL0276  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 JL0276  DYNAMIC HT  -        2684.431 (meters)    8807.17  (feet)  COMP
 JL0276  MODELED GRAV-     979,175.8   (mgal)                       NAVD 88
 JL0276
 JL0276  VERT ORDER  -  SECOND    CLASS 0
 JL0276
 JL0276.The horizontal coordinates were scaled from a topographic map and have
 JL0276.an estimated accuracy of +/- 6 seconds.
 JL0276
 JL0276.The orthometric height was determined by differential leveling
 JL0276.and adjusted by the National Geodetic Survey in June 1991..
 JL0276
 JL0276.The geoid height was determined by GEOID03.
 JL0276
 JL0276.The dynamic height is computed by dividing the NAVD 88
 JL0276.geopotential number by the normal gravity value computed on the
 JL0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0276.degrees latitude (g = 980.6199 gals.).
 JL0276
 JL0276.The modeled gravity was interpolated from observed gravity values.
 JL0276
 JL0276;                    North         East    Units  Estimated Accuracy
 JL0276;SPC CO C     -   422,050.      768,930.      MT  (+/- 180 meters Scaled)
 JL0276
 JL0276                          SUPERSEDED SURVEY CONTROL
 JL0276
 JL0276  NGVD 29 (??/??/92) 2686.136  (m)         8812.76   (f) ADJ UNCH    2 0
 JL0276
 JL0276.Superseded values are not recommended for survey control.
 JL0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0276.See file dsdata.txt to determine how the superseded data were derived.
 JL0276
 JL0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD111054(NAD 83)
 JL0276_MARKER: DB = BENCH MARK DISK
 JL0276_SETTING: 80 = SET IN A BOULDER
 JL0276_SP_SET: BOULDER
 JL0276_STAMPING: D 268 1940
 JL0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0276+STABILITY: SURFACE MOTION
 JL0276
 JL0276  HISTORY     - Date     Condition        Report By
 JL0276  HISTORY     - 1940     MONUMENTED       CGS
 JL0276  HISTORY     - 1959     GOOD             USGS
 JL0276
 JL0276                          STATION DESCRIPTION
 JL0276
 JL0276'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 JL0276'5.9 MI NW FROM KEBLER PASS.
 JL0276'6.2 MILES NORTHWEST ALONG STATE HIGHWAY 135 FROM THE SUMMIT OF KEBLER
 JL0276'PASS, AT THE NORTHWEST END OF A CUT ON THE NORTHEAST SIDE OF THE
 JL0276'HIGHWAY, ON THE OUTSIDE OF A CURVE, ON THE SOUTHEAST SIDE OF A RAVINE
 JL0276'LEADING NORTHEAST, 42 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 JL0276'34 FEET NORTH OF THREE ASPEN TREES AT THE EDGE OF THE CUT OF WHICH THE
 JL0276'NORTHERNMOST TREE IS MARKED WITH A TRIANGULAR BLAZE, IN THE TOP OF THE
 JL0276'SOUTHEAST END OF A SMALL BOULDER, AND ABOUT 4 FEET LOWER THAN THE
 JL0276'HIGHWAY.  A STANDARD DISK, STAMPED D 268 1940.  NOTE-- 5.9 MILES
 JL0276'NORTHWEST ALONG STATE HIGHWAY 135 FROM THE SUMMIT OF THE NEW KEBLER
 JL0276'PASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0178 ***********************************************************************
 JL0178  DESIGNATION -  D 269
 JL0178  PID         -  JL0178
 JL0178  STATE/COUNTY-  CO/SAGUACHE
 JL0178  USGS QUAD   -  SAWTOOTH MOUNTAIN (1962)
 JL0178
 JL0178                         *CURRENT SURVEY CONTROL
 JL0178  ___________________________________________________________________
 JL0178* NAD 83(1986)-  38 20 34.     (N)    106 46 32.     (W)     SCALED    
 JL0178* NAVD 88     -      2570.505  (meters)    8433.40   (feet)  ADJUSTED  
 JL0178  ___________________________________________________________________
 JL0178  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 JL0178  DYNAMIC HT  -        2567.154 (meters)    8422.40  (feet)  COMP
 JL0178  MODELED GRAV-     979,232.8   (mgal)                       NAVD 88
 JL0178
 JL0178  VERT ORDER  -  SECOND    CLASS 0
 JL0178
 JL0178.The horizontal coordinates were scaled from a topographic map and have
 JL0178.an estimated accuracy of +/- 6 seconds.
 JL0178
 JL0178.The orthometric height was determined by differential leveling
 JL0178.and adjusted by the National Geodetic Survey in June 1991..
 JL0178
 JL0178.The geoid height was determined by GEOID03.
 JL0178
 JL0178.The dynamic height is computed by dividing the NAVD 88
 JL0178.geopotential number by the normal gravity value computed on the
 JL0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0178.degrees latitude (g = 980.6199 gals.).
 JL0178
 JL0178.The modeled gravity was interpolated from observed gravity values.
 JL0178
 JL0178;                    North         East    Units  Estimated Accuracy
 JL0178;SPC CO S     -   491,590.      802,900.      MT  (+/- 180 meters Scaled)
 JL0178
 JL0178                          SUPERSEDED SURVEY CONTROL
 JL0178
 JL0178  NGVD 29 (??/??/92) 2568.872  (m)         8428.04   (f) ADJ UNCH    2 0
 JL0178
 JL0178.Superseded values are not recommended for survey control.
 JL0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0178.See file dsdata.txt to determine how the superseded data were derived.
 JL0178
 JL0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC448453(NAD 83)
 JL0178_MARKER: DB = BENCH MARK DISK
 JL0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0178_STAMPING: D 269 1940
 JL0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0178+STABILITY: SURFACE MOTION
 JL0178
 JL0178  HISTORY     - Date     Condition        Report By
 JL0178  HISTORY     - 1940     MONUMENTED       CGS
 JL0178  HISTORY     - 1968     GOOD             NGS
 JL0178
 JL0178                          STATION DESCRIPTION
 JL0178
 JL0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JL0178'4.0 MI W FROM PARLIN.
 JL0178'IN SAGUACHE COUNTY, ABOUT 4.0 MILES WEST ALONG U.S. HIGHWAY 50 FROM
 JL0178'PARLIN, GUNNISON COUNTY, THENCE ABOUT 14.5 MILES SOUTH ALONG STATE
 JL0178'HIGHWAY 114, AT THE SOUTHEAST END OF A CLEARING BETWEEN THE HIGHWAY
 JL0178'AND COCHETOPA CREEK, 26 FEET NORTHEAST OF THE CENTER LINE OF THE
 JL0178'HIGHWAY, 17 FEET SOUTHWEST OF THE SOUTHWEST BANK OF THE CREEK, 3.5
 JL0178'FEET NORTHWEST OF A 4- BY 4-INCH WHITE REFERENCE POST PROJECTING ABOUT
 JL0178'1.8 FEET ABOVE GROUND, AND ABOUT 3.5 FEET LOWER THAN THE HIGHWAY. A
 JL0178'STANDARD DISK, STAMPED D 269 1940 AND SET IN THE TOP OF A CONCRETE
 JL0178'POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 JL0178
 JL0178                          STATION RECOVERY (1968)
 JL0178
 JL0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JL0178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0482 ***********************************************************************
 KL0482  DESIGNATION -  D 269
 KL0482  PID         -  KL0482
 KL0482  STATE/COUNTY-  CO/GARFIELD
 KL0482  USGS QUAD   -  SHOSHONE (1987)
 KL0482
 KL0482                         *CURRENT SURVEY CONTROL
 KL0482  ___________________________________________________________________
 KL0482* NAD 83(1986)-  39 35 14.     (N)    107 11 35.     (W)     SCALED    
 KL0482* NAVD 88     -      1862.931  (meters)    6111.97   (feet)  ADJUSTED  
 KL0482  ___________________________________________________________________
 KL0482  GEOID HEIGHT-         -13.84  (meters)                     GEOID03
 KL0482  DYNAMIC HT  -        1860.940 (meters)    6105.43  (feet)  COMP
 KL0482  MODELED GRAV-     979,492.9   (mgal)                       NAVD 88
 KL0482
 KL0482  VERT ORDER  -  SECOND    CLASS 0
 KL0482
 KL0482.The horizontal coordinates were scaled from a topographic map and have
 KL0482.an estimated accuracy of +/- 6 seconds.
 KL0482
 KL0482.The orthometric height was determined by differential leveling
 KL0482.and adjusted by the National Geodetic Survey in June 1991..
 KL0482
 KL0482.The geoid height was determined by GEOID03.
 KL0482
 KL0482.The dynamic height is computed by dividing the NAVD 88
 KL0482.geopotential number by the normal gravity value computed on the
 KL0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0482.degrees latitude (g = 980.6199 gals.).
 KL0482
 KL0482.The modeled gravity was interpolated from observed gravity values.
 KL0482
 KL0482;                    North         East    Units  Estimated Accuracy
 KL0482;SPC CO C     -   500,860.      768,970.      MT  (+/- 180 meters Scaled)
 KL0482
 KL0482                          SUPERSEDED SURVEY CONTROL
 KL0482
 KL0482  NGVD 29 (??/??/92) 1861.635  (m)         6107.71   (f) ADJ UNCH    2 0
 KL0482
 KL0482.Superseded values are not recommended for survey control.
 KL0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0482.See file dsdata.txt to determine how the superseded data were derived.
 KL0482
 KL0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD116842(NAD 83)
 KL0482_MARKER: DB = BENCH MARK DISK
 KL0482_SETTING: 66 = SET IN ROCK OUTCROP
 KL0482_SP_SET: OUTCROP
 KL0482_STAMPING: D 269 1938
 KL0482_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0482+STABILITY: POSITION/ELEVATION WELL
 KL0482
 KL0482  HISTORY     - Date     Condition        Report By
 KL0482  HISTORY     - 1938     MONUMENTED       CGS
 KL0482
 KL0482                          STATION DESCRIPTION
 KL0482
 KL0482'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KL0482'9.0 MI E FROM GLENWOOD SPRINGS.
 KL0482'9 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KL0482'GLENWOOD SPRINGS, GARFIELD COUNTY, 0.5 MILE WEST OF THE SHOSHONE
 KL0482'SIDING, 200 FEET SOUTHEAST OF THE SHOSHONE DAM, 190 FEET EAST OF THE
 KL0482'EAST END OF A TUNNEL, 25 FEET SOUTH OF BLOCK SIGNAL 3509, AND IN A
 KL0482'GRANITE OUTCROP.  A STANDARD DISK, STAMPED D 269 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0500 ***********************************************************************
 LM0500  DESIGNATION -  D 27
 LM0500  PID         -  LM0500
 LM0500  STATE/COUNTY-  CO/MOFFAT
 LM0500  USGS QUAD   -  FORTIFICATION (1969)
 LM0500
 LM0500                         *CURRENT SURVEY CONTROL
 LM0500  ___________________________________________________________________
 LM0500* NAD 83(1986)-  40 51 04.     (N)    107 33 54.     (W)     SCALED    
 LM0500* NAVD 88     -      2032.266  (meters)    6667.53   (feet)  ADJUSTED  
 LM0500  ___________________________________________________________________
 LM0500  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 LM0500  DYNAMIC HT  -        2030.358 (meters)    6661.27  (feet)  COMP
 LM0500  MODELED GRAV-     979,613.2   (mgal)                       NAVD 88
 LM0500
 LM0500  VERT ORDER  -  FIRST     CLASS II
 LM0500
 LM0500.The horizontal coordinates were scaled from a topographic map and have
 LM0500.an estimated accuracy of +/- 6 seconds.
 LM0500
 LM0500.The orthometric height was determined by differential leveling
 LM0500.and adjusted by the National Geodetic Survey in June 1991..
 LM0500
 LM0500.The geoid height was determined by GEOID03.
 LM0500
 LM0500.The dynamic height is computed by dividing the NAVD 88
 LM0500.geopotential number by the normal gravity value computed on the
 LM0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0500.degrees latitude (g = 980.6199 gals.).
 LM0500
 LM0500.The modeled gravity was interpolated from observed gravity values.
 LM0500
 LM0500;                    North         East    Units  Estimated Accuracy
 LM0500;SPC CO N     -   475,360.      740,290.      MT  (+/- 180 meters Scaled)
 LM0500
 LM0500                          SUPERSEDED SURVEY CONTROL
 LM0500
 LM0500  NGVD 29 (??/??/92) 2031.025  (m)         6663.45   (f) ADJ UNCH    1 2
 LM0500
 LM0500.Superseded values are not recommended for survey control.
 LM0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0500.See file dsdata.txt to determine how the superseded data were derived.
 LM0500
 LM0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF837253(NAD 83)
 LM0500_MARKER: DB = BENCH MARK DISK
 LM0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0500_STAMPING: D 27 1933
 LM0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0500+STABILITY: SURFACE MOTION
 LM0500
 LM0500  HISTORY     - Date     Condition        Report By
 LM0500  HISTORY     - 1933     MONUMENTED       CGS
 LM0500
 LM0500                          STATION DESCRIPTION
 LM0500
 LM0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LM0500'16.3 MI S FROM BAGGS, WY.
 LM0500'IN MOFFAT COUNTY, ABOUT 16.3 MILES SOUTH ALONG THE BAGGS-CRAIG ROAD
 LM0500'FROM THE POST OFFICE AT BAGGS, CARBON COUNTY, WYOMING, NEAR THE BOTTOM
 LM0500'OF A LONG SLOPE FROM THE NORTH, 67 FEET NORTH OF THE INTERSECTION OF
 LM0500'AN OLD ROAD FROM THE EAST, AND 37 FEET EAST OF THE CENTER LINE OF THE
 LM0500'MAIN ROAD, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0011 ***********************************************************************
 JJ0011  DESIGNATION -  D 270
 JJ0011  PID         -  JJ0011
 JJ0011  STATE/COUNTY-  CO/CHEYENNE
 JJ0011  USGS QUAD   -  CHEYENNE WELLS NE (1982)
 JJ0011
 JJ0011                         *CURRENT SURVEY CONTROL
 JJ0011  ___________________________________________________________________
 JJ0011* NAD 83(1986)-  38 55 40.     (N)    102 21 07.     (W)     SCALED    
 JJ0011* NAVD 88     -      1311.850  (meters)    4303.96   (feet)  ADJUSTED  
 JJ0011  ___________________________________________________________________
 JJ0011  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 JJ0011  DYNAMIC HT  -        1310.649 (meters)    4300.02  (feet)  COMP
 JJ0011  MODELED GRAV-     979,666.5   (mgal)                       NAVD 88
 JJ0011
 JJ0011  VERT ORDER  -  FIRST     CLASS II
 JJ0011
 JJ0011.The horizontal coordinates were scaled from a topographic map and have
 JJ0011.an estimated accuracy of +/- 6 seconds.
 JJ0011
 JJ0011.The orthometric height was determined by differential leveling
 JJ0011.and adjusted by the National Geodetic Survey in June 1991..
 JJ0011
 JJ0011.The geoid height was determined by GEOID03.
 JJ0011
 JJ0011.The dynamic height is computed by dividing the NAVD 88
 JJ0011.geopotential number by the normal gravity value computed on the
 JJ0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0011.degrees latitude (g = 980.6199 gals.).
 JJ0011
 JJ0011.The modeled gravity was interpolated from observed gravity values.
 JJ0011
 JJ0011;                    North         East    Units  Estimated Accuracy
 JJ0011;SPC CO C     -   431,020.    1,187,310.      MT  (+/- 180 meters Scaled)
 JJ0011
 JJ0011                          SUPERSEDED SURVEY CONTROL
 JJ0011
 JJ0011  NGVD 29 (??/??/92) 1311.320  (m)         4302.22   (f) ADJ UNCH    1 2
 JJ0011
 JJ0011.Superseded values are not recommended for survey control.
 JJ0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0011.See file dsdata.txt to determine how the superseded data were derived.
 JJ0011
 JJ0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD295120(NAD 83)
 JJ0011_MARKER: DB = BENCH MARK DISK
 JJ0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0011_STAMPING: D 270 1941
 JJ0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0011+STABILITY: SURFACE MOTION
 JJ0011
 JJ0011  HISTORY     - Date     Condition        Report By
 JJ0011  HISTORY     - 1941     MONUMENTED       CGS
 JJ0011
 JJ0011                          STATION DESCRIPTION
 JJ0011
 JJ0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0011'7.4 MI N FROM CHEYENNE WELLS.
 JJ0011'7.4 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE COUNTY COURTHOUSE AT
 JJ0011'CHEYENNE WELLS, 74 FEET SOUTHEAST OF THE INTERSECTION OF AN
 JJ0011'EAST-AND-WEST SECTION-LINE ROAD, 54 FEET EAST OF THE CENTERLINE OF
 JJ0011'THE HIGHWAY, 25 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 10 FEET
 JJ0011'EAST OF A FENCE CORNER, 1 FOOT NORTH OF THE FENCE, 2.9 FEET EAST
 JJ0011'OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A
 JJ0011'STANDARD DISK, STAMPED D 270 1941 AND SET IN THE TOP OF A CONCRETE
 JJ0011'POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0515 ***********************************************************************
 JJ0515  DESIGNATION -  D 271
 JJ0515  PID         -  JJ0515
 JJ0515  STATE/COUNTY-  CO/OTERO
 JJ0515  USGS QUAD   -  SUGAR CITY (1976)
 JJ0515
 JJ0515                         *CURRENT SURVEY CONTROL
 JJ0515  ___________________________________________________________________
 JJ0515* NAD 83(1986)-  38 10 18.     (N)    103 44 53.     (W)     SCALED    
 JJ0515* NAVD 88     -      1298.301  (meters)    4259.51   (feet)  ADJUSTED  
 JJ0515  ___________________________________________________________________
 JJ0515  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 JJ0515  DYNAMIC HT  -        1296.997 (meters)    4255.23  (feet)  COMP
 JJ0515  MODELED GRAV-     979,579.9   (mgal)                       NAVD 88
 JJ0515
 JJ0515  VERT ORDER  -  SECOND    CLASS 0
 JJ0515
 JJ0515.The horizontal coordinates were scaled from a topographic map and have
 JJ0515.an estimated accuracy of +/- 6 seconds.
 JJ0515
 JJ0515.The orthometric height was determined by differential leveling
 JJ0515.and adjusted by the National Geodetic Survey in June 1991..
 JJ0515
 JJ0515.The geoid height was determined by GEOID03.
 JJ0515
 JJ0515.The dynamic height is computed by dividing the NAVD 88
 JJ0515.geopotential number by the normal gravity value computed on the
 JJ0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0515.degrees latitude (g = 980.6199 gals.).
 JJ0515
 JJ0515.The modeled gravity was interpolated from observed gravity values.
 JJ0515
 JJ0515;                    North         East    Units  Estimated Accuracy
 JJ0515;SPC CO S     -   473,270.    1,067,910.      MT  (+/- 180 meters Scaled)
 JJ0515
 JJ0515                          SUPERSEDED SURVEY CONTROL
 JJ0515
 JJ0515  NGVD 29 (??/??/92) 1297.622  (m)         4257.28   (f) ADJ UNCH    2 0
 JJ0515
 JJ0515.Superseded values are not recommended for survey control.
 JJ0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0515.See file dsdata.txt to determine how the superseded data were derived.
 JJ0515
 JJ0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC096256(NAD 83)
 JJ0515_MARKER: DB = BENCH MARK DISK
 JJ0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0515_STAMPING: D 271 1941
 JJ0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0515+STABILITY: SURFACE MOTION
 JJ0515
 JJ0515  HISTORY     - Date     Condition        Report By
 JJ0515  HISTORY     - 1941     MONUMENTED       CGS
 JJ0515  HISTORY     - 1954     MARK NOT FOUND   USGS
 JJ0515
 JJ0515                          STATION DESCRIPTION
 JJ0515
 JJ0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0515'3.7 MI S FROM ORDWAY.
 JJ0515'TO REACH FROM THE POST OFFICE AT ORDWAY-- GO 0.5 MILES EAST ALONG
 JJ0515'HWY. 96 TO JCT. WITH HWY. 71, THENCE, TURN RIGHT, GO 3.2 MILES SOUTH
 JJ0515'ALONG HWY. 71 TO SITE OF BENCH MARK.  BENCH MARK IS 36.0 FEET
 JJ0515'NORTHWEST OF THE CENTERLINE OF A SIDE ROAD LEADING WEST, 10.0
 JJ0515'FEET NORTH OF A FENCE CORNER, 42.0 FEET WEST OF AND APPROXIMATELY
 JJ0515'THE SAME ELEVATION AS THE CENTERLINE OF THE HWY.  A STD. DISK
 JJ0515'SET FLUSH AND HORIZONTALLY IN A CONC. POST, PROJECTING, 6.0
 JJ0515'INCHES ABOVE THE GROUND, 3.0 FEET SOUTH OF A WHITE, WOODEN, 4X4-INCH
 JJ0515'MARKER POST.
 JJ0515
 JJ0515                          STATION RECOVERY (1954)
 JJ0515
 JJ0515'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JJ0515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0589 ***********************************************************************
 JJ0589  DESIGNATION -  D 272
 JJ0589  PID         -  JJ0589
 JJ0589  STATE/COUNTY-  CO/LINCOLN
 JJ0589  USGS QUAD   -  PUNKIN CENTER (1977)
 JJ0589
 JJ0589                         *CURRENT SURVEY CONTROL
 JJ0589  ___________________________________________________________________
 JJ0589* NAD 83(1986)-  38 46 01.     (N)    103 42 01.     (W)     SCALED    
 JJ0589* NAVD 88     -      1545.148  (meters)    5069.37   (feet)  ADJUSTED  
 JJ0589  ___________________________________________________________________
 JJ0589  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 JJ0589  DYNAMIC HT  -        1543.600 (meters)    5064.29  (feet)  COMP
 JJ0589  MODELED GRAV-     979,571.8   (mgal)                       NAVD 88
 JJ0589
 JJ0589  VERT ORDER  -  SECOND    CLASS 0
 JJ0589
 JJ0589.The horizontal coordinates were scaled from a topographic map and have
 JJ0589.an estimated accuracy of +/- 6 seconds.
 JJ0589
 JJ0589.The orthometric height was determined by differential leveling
 JJ0589.and adjusted by the National Geodetic Survey in June 1991..
 JJ0589
 JJ0589.The geoid height was determined by GEOID03.
 JJ0589
 JJ0589.The dynamic height is computed by dividing the NAVD 88
 JJ0589.geopotential number by the normal gravity value computed on the
 JJ0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0589.degrees latitude (g = 980.6199 gals.).
 JJ0589
 JJ0589.The modeled gravity was interpolated from observed gravity values.
 JJ0589
 JJ0589;                    North         East    Units  Estimated Accuracy
 JJ0589;SPC CO C     -   409,990.    1,070,800.      MT  (+/- 180 meters Scaled)
 JJ0589
 JJ0589                          SUPERSEDED SURVEY CONTROL
 JJ0589
 JJ0589  NGVD 29 (??/??/92) 1544.366  (m)         5066.81   (f) ADJ UNCH    2 0
 JJ0589
 JJ0589.Superseded values are not recommended for survey control.
 JJ0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0589.See file dsdata.txt to determine how the superseded data were derived.
 JJ0589
 JJ0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC129917(NAD 83)
 JJ0589_MARKER: DB = BENCH MARK DISK
 JJ0589_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0589_SP_SET: WELL
 JJ0589_STAMPING: D 272 1941
 JJ0589_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0589
 JJ0589  HISTORY     - Date     Condition        Report By
 JJ0589  HISTORY     - 1941     MONUMENTED       CGS
 JJ0589
 JJ0589                          STATION DESCRIPTION
 JJ0589
 JJ0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0589'7.5 MI N FROM FORDER.
 JJ0589'TO REACH FROM THE SCHOOL HOUSE AT FORDER-- GO 7.5 MILES NORTH
 JJ0589'ALONG HWY. 71 TO SITE OF BENCH MARK.  BENCH MARK IS 1.2 MILES NORTH
 JJ0589'OF AN INTERSECTION, 0.1 OF A MILE NORTH OF A WOODEN BRIDGE, 36.0
 JJ0589'FEET WEST OF A FENCE LINE, 80.0 FEET WEST OF AND APPROXIMATELY THE
 JJ0589'SAME ELEVATION AS THE CENTERLINE OF THE HWY.  A STD. DISK SET FLUSH
 JJ0589'AND HORIZONTALLY IN A CONCRETE FOUNDATION OF A WELL, PROJECTING 3.0
 JJ0589'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0428 ***********************************************************************
 JJ0428  DESIGNATION -  D 274
 JJ0428  PID         -  JJ0428
 JJ0428  STATE/COUNTY-  CO/BENT
 JJ0428  USGS QUAD   -  KREYBILL (1979)
 JJ0428
 JJ0428                         *CURRENT SURVEY CONTROL
 JJ0428  ___________________________________________________________________
 JJ0428* NAD 83(1986)-  38 03 52.     (N)    103 02 34.     (W)     SCALED    
 JJ0428* NAVD 88     -      1182.371  (meters)    3879.16   (feet)  POSTED    
 JJ0428  ___________________________________________________________________
 JJ0428  GEOID HEIGHT-         -22.67  (meters)                     GEOID03
 JJ0428  DYNAMIC HT  -        1181.220 (meters)    3875.39  (feet)  COMP
 JJ0428  MODELED GRAV-     979,615.9   (mgal)                       NAVD 88
 JJ0428
 JJ0428  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JJ0428
 JJ0428.The horizontal coordinates were scaled from a topographic map and have
 JJ0428.an estimated accuracy of +/- 6 seconds.
 JJ0428
 JJ0428.The orthometric height was determined by differential leveling
 JJ0428.and adjusted by the National Geodetic Survey in 1992..
 JJ0428.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JJ0428.rate of 2.1 thru 3.0 mm/km.
 JJ0428
 JJ0428.The geoid height was determined by GEOID03.
 JJ0428
 JJ0428.The dynamic height is computed by dividing the NAVD 88
 JJ0428.geopotential number by the normal gravity value computed on the
 JJ0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0428.degrees latitude (g = 980.6199 gals.).
 JJ0428
 JJ0428.The modeled gravity was interpolated from observed gravity values.
 JJ0428
 JJ0428;                    North         East    Units  Estimated Accuracy
 JJ0428;SPC CO S     -   462,770.    1,130,000.      MT  (+/- 180 meters Scaled)
 JJ0428
 JJ0428                          SUPERSEDED SURVEY CONTROL
 JJ0428
 JJ0428  NGVD 29 (??/??/92) 1181.782  (m)         3877.23   (f) ADJ UNCH    1 2
 JJ0428
 JJ0428.Superseded values are not recommended for survey control.
 JJ0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0428.See file dsdata.txt to determine how the superseded data were derived.
 JJ0428
 JJ0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC716147(NAD 83)
 JJ0428_MARKER: DB = BENCH MARK DISK
 JJ0428_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0428_SP_SET: SIGNAL BASE
 JJ0428_STAMPING: D 274 1941
 JJ0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0428
 JJ0428  HISTORY     - Date     Condition        Report By
 JJ0428  HISTORY     - 1941     MONUMENTED       CGS
 JJ0428  HISTORY     - 1951     GOOD             NGS
 JJ0428  HISTORY     - 1982     POOR             LOCENG
 JJ0428  HISTORY     - 1985     MARK NOT FOUND   NGS
 JJ0428
 JJ0428                          STATION DESCRIPTION
 JJ0428
 JJ0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JJ0428'9.9 MI E FROM LAS ANIMAS.
 JJ0428'9.9 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JJ0428'FROM THE STATION AT LAS ANIMAS, 0.1 MILE WEST OF MILEPOST 526, AT
 JJ0428'SIGNAL 5262, IN THE NORTH SIDE OF THE CONCRETE FOUNDATION, 9.5
 JJ0428'FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 1 FOOT HIGHER
 JJ0428'THAN THE TRACK.  A STANDARD DISK, STAMPED D 274 1941 AND SET
 JJ0428'VERTICALLY.
 JJ0428
 JJ0428                          STATION RECOVERY (1982)
 JJ0428
 JJ0428'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 JJ0428'MARK RECOVERED IN POOR CONDITION.
 JJ0428
 JJ0428                          STATION RECOVERY (1985)
 JJ0428
 JJ0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0428'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0203 ***********************************************************************
 JJ0203  DESIGNATION -  D 276
 JJ0203  PID         -  JJ0203
 JJ0203  STATE/COUNTY-  CO/PROWERS
 JJ0203  USGS QUAD   -  LAMAR EAST (1979)
 JJ0203
 JJ0203                         *CURRENT SURVEY CONTROL
 JJ0203  ___________________________________________________________________
 JJ0203* NAD 83(1986)-  38 05 21.     (N)    102 37 31.     (W)     SCALED    
 JJ0203* NAVD 88     -      1103.877  (meters)    3621.64   (feet)  ADJUSTED  
 JJ0203  ___________________________________________________________________
 JJ0203  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 JJ0203  DYNAMIC HT  -        1102.821 (meters)    3618.17  (feet)  COMP
 JJ0203  MODELED GRAV-     979,635.2   (mgal)                       NAVD 88
 JJ0203
 JJ0203  VERT ORDER  -  FIRST     CLASS II
 JJ0203
 JJ0203.The horizontal coordinates were scaled from a topographic map and have
 JJ0203.an estimated accuracy of +/- 6 seconds.
 JJ0203
 JJ0203.The orthometric height was determined by differential leveling
 JJ0203.and adjusted by the National Geodetic Survey in June 1991..
 JJ0203
 JJ0203.The geoid height was determined by GEOID03.
 JJ0203
 JJ0203.The dynamic height is computed by dividing the NAVD 88
 JJ0203.geopotential number by the normal gravity value computed on the
 JJ0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0203.degrees latitude (g = 980.6199 gals.).
 JJ0203
 JJ0203.The modeled gravity was interpolated from observed gravity values.
 JJ0203
 JJ0203;                    North         East    Units  Estimated Accuracy
 JJ0203;SPC CO S     -   466,560.    1,166,540.      MT  (+/- 180 meters Scaled)
 JJ0203
 JJ0203                          SUPERSEDED SURVEY CONTROL
 JJ0203
 JJ0203  NGVD 29 (??/??/92) 1103.148  (m)         3619.24   (f) ADJ UNCH    1 2
 JJ0203
 JJ0203.Superseded values are not recommended for survey control.
 JJ0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0203.See file dsdata.txt to determine how the superseded data were derived.
 JJ0203
 JJ0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC082183(NAD 83)
 JJ0203_MARKER: DB = BENCH MARK DISK
 JJ0203_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JJ0203+WITH SETTING: PAVEMENT
 JJ0203_STAMPING: D 276 1941
 JJ0203_MARK LOGO: CGS   
 JJ0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0203+STABILITY: SURFACE MOTION
 JJ0203
 JJ0203  HISTORY     - Date     Condition        Report By
 JJ0203  HISTORY     - 1941     MONUMENTED       CGS
 JJ0203  HISTORY     - 1985     GOOD             NGS
 JJ0203  HISTORY     - 1986     MARK NOT FOUND   NGS
 JJ0203
 JJ0203                          STATION DESCRIPTION
 JJ0203
 JJ0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0203'AT LAMAR.
 JJ0203'AT LAMAR, ON THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, AT THE
 JJ0203'CROSSING OF EIGHTH STREET, 30 FEET EAST OF EIGHTH STREET, 26 FEET
 JJ0203'SOUTH OF THE CENTERLINE OF THE MAIN TRACK, AT A BLOCK SIGNAL CONTROL
 JJ0203'CASE, IN THE TOP OF THE SOUTH SIDE OF THE CONCRETE BASE, AND ABOUT
 JJ0203'1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED D 276 1941
 JJ0203
 JJ0203                          STATION RECOVERY (1985)
 JJ0203
 JJ0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0203'RECOVERED IN GOOD CONDITION.  NOTE--THE ORIGINAL DESCRIPTION STATES
 JJ0203'THAT THE DISK IS STAMPED D 276 1941, BUT IT IS ACTUALLY STAMPED D 275
 JJ0203'1941.
 JJ0203
 JJ0203                          STATION RECOVERY (1986)
 JJ0203
 JJ0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JJ0203'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0329 ***********************************************************************
 KL0329  DESIGNATION -  D 277
 KL0329  PID         -  KL0329
 KL0329  STATE/COUNTY-  CO/PITKIN
 KL0329  USGS QUAD   -  NAST (1994)
 KL0329
 KL0329                         *CURRENT SURVEY CONTROL
 KL0329  ___________________________________________________________________
 KL0329* NAD 83(1986)-  39 18 48.     (N)    106 35 51.     (W)     SCALED    
 KL0329* NAVD 88     -      3023.849  (meters)    9920.74   (feet)  ADJUSTED  
 KL0329  ___________________________________________________________________
 KL0329  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 KL0329  DYNAMIC HT  -        3019.584 (meters)    9906.75  (feet)  COMP
 KL0329  MODELED GRAV-     979,108.6   (mgal)                       NAVD 88
 KL0329
 KL0329  VERT ORDER  -  SECOND    CLASS 0
 KL0329
 KL0329.The horizontal coordinates were scaled from a topographic map and have
 KL0329.an estimated accuracy of +/- 6 seconds.
 KL0329
 KL0329.The orthometric height was determined by differential leveling
 KL0329.and adjusted by the National Geodetic Survey in June 1991..
 KL0329
 KL0329.The geoid height was determined by GEOID03.
 KL0329
 KL0329.The dynamic height is computed by dividing the NAVD 88
 KL0329.geopotential number by the normal gravity value computed on the
 KL0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0329.degrees latitude (g = 980.6199 gals.).
 KL0329
 KL0329.The modeled gravity was interpolated from observed gravity values.
 KL0329
 KL0329;                    North         East    Units  Estimated Accuracy
 KL0329;SPC CO C     -   469,660.      819,760.      MT  (+/- 180 meters Scaled)
 KL0329
 KL0329                          SUPERSEDED SURVEY CONTROL
 KL0329
 KL0329  NGVD 29 (??/??/92) 3021.798  (m)         9914.02   (f) ADJ UNCH    2 0
 KL0329
 KL0329.Superseded values are not recommended for survey control.
 KL0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0329.See file dsdata.txt to determine how the superseded data were derived.
 KL0329
 KL0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD622527(NAD 83)
 KL0329_MARKER: DB = BENCH MARK DISK
 KL0329_SETTING: 80 = SET IN A BOULDER
 KL0329_SP_SET: BOULDER
 KL0329_STAMPING: D 277 1951
 KL0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0329+STABILITY: SURFACE MOTION
 KL0329
 KL0329  HISTORY     - Date     Condition        Report By
 KL0329  HISTORY     - 1951     MONUMENTED       CGS
 KL0329  HISTORY     - 1959     GOOD             DOD
 KL0329
 KL0329                          STATION DESCRIPTION
 KL0329
 KL0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0329'13.0 MI SE FROM THOMASVILLE.
 KL0329'13.0 MILES SOUTHEAST ALONG STATE HIGHWAY 104 FROM ITS JUNCTION WITH
 KL0329'STATE HIGHWAY 307 AT THOMASVILLE, 25 FEET NORTHWEST OF THE CENTER LINE
 KL0329'OF THE HIGHWAY, 55 FEET NORTHEAST OF THE NORTHEAST EDGE OF A GROVE OF
 KL0329'SMALL ASPEN TREES, 32 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 KL0329'TIMBER LINE, 10 FEET EAST OF A LARGE GRANITE BOULDER WITH BM PAINTED
 KL0329'ON IT, SET IN THE TOP OF THE CENTER OF A 4X4 FOOT GRANITE BOULDER, 1
 KL0329'FOOT ABOVE THE GROUND.
 KL0329
 KL0329                          STATION RECOVERY (1959)
 KL0329
 KL0329'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0357 ***********************************************************************
 KL0357  DESIGNATION -  D 278
 KL0357  PID         -  KL0357
 KL0357  STATE/COUNTY-  CO/EAGLE
 KL0357  USGS QUAD   -  RUEDI RESERVOIR (1987)
 KL0357
 KL0357                         *CURRENT SURVEY CONTROL
 KL0357  ___________________________________________________________________
 KL0357* NAD 83(1986)-  39 21 41.     (N)    106 50 30.     (W)     SCALED    
 KL0357* NAVD 88     -      2263.225  (meters)    7425.26   (feet)  ADJUSTED  
 KL0357  ___________________________________________________________________
 KL0357  GEOID HEIGHT-         -13.50  (meters)                     GEOID03
 KL0357  DYNAMIC HT  -        2260.448 (meters)    7416.15  (feet)  COMP
 KL0357  MODELED GRAV-     979,320.8   (mgal)                       NAVD 88
 KL0357
 KL0357  VERT ORDER  -  SECOND    CLASS 0
 KL0357
 KL0357.The horizontal coordinates were scaled from a topographic map and have
 KL0357.an estimated accuracy of +/- 6 seconds.
 KL0357
 KL0357.The orthometric height was determined by differential leveling
 KL0357.and adjusted by the National Geodetic Survey in June 1991..
 KL0357
 KL0357.The geoid height was determined by GEOID03.
 KL0357
 KL0357.The dynamic height is computed by dividing the NAVD 88
 KL0357.geopotential number by the normal gravity value computed on the
 KL0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0357.degrees latitude (g = 980.6199 gals.).
 KL0357
 KL0357.The modeled gravity was interpolated from observed gravity values.
 KL0357
 KL0357;                    North         East    Units  Estimated Accuracy
 KL0357;SPC CO C     -   475,280.      798,780.      MT  (+/- 180 meters Scaled)
 KL0357
 KL0357                          SUPERSEDED SURVEY CONTROL
 KL0357
 KL0357  NGVD 29 (??/??/92) 2261.577  (m)         7419.86   (f) ADJ UNCH    2 0
 KL0357
 KL0357.Superseded values are not recommended for survey control.
 KL0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0357.See file dsdata.txt to determine how the superseded data were derived.
 KL0357
 KL0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD413584(NAD 83)
 KL0357_MARKER: DB = BENCH MARK DISK
 KL0357_SETTING: 80 = SET IN A BOULDER
 KL0357_SP_SET: BOULDER
 KL0357_STAMPING: D 278 1951
 KL0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0357+STABILITY: SURFACE MOTION
 KL0357
 KL0357  HISTORY     - Date     Condition        Report By
 KL0357  HISTORY     - 1951     MONUMENTED       CGS
 KL0357
 KL0357                          STATION DESCRIPTION
 KL0357
 KL0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0357'7.75 MI NW FROM THOMASVILLE.
 KL0357'7.75 MILES NORTHWEST ALONG STATE HIGHWAY 104 FROM ITS JUNCTION WITH
 KL0357'STATE HIGHWAY 307 AT THOMASVILLE, 18 FEET NORTH OF THE CENTER LINE OF
 KL0357'THE HIGHWAY, ON THE INSIDE OF A CURVE IN THE HIGHWAY, 32 FEET NORTH OF
 KL0357'A TELEPHONE POLE, 36 FEET NORTH OF THE NORTH BANK OF THE FRYING PAN
 KL0357'RIVER, SET IN THE TOP OF THE CENTER OF A 4X8 FOOT GRANITE BOULDER, 3
 KL0357'FEET ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0380 ***********************************************************************
 KL0380  DESIGNATION -  D 279
 KL0380  PID         -  KL0380
 KL0380  STATE/COUNTY-  CO/EAGLE
 KL0380  USGS QUAD   -  CROOKED CREEK PASS (1987)
 KL0380
 KL0380                         *CURRENT SURVEY CONTROL
 KL0380  ___________________________________________________________________
 KL0380* NAD 83(1986)-  39 25 21.     (N)    106 39 18.     (W)     SCALED    
 KL0380* NAVD 88     -      2867.622  (meters)    9408.19   (feet)  ADJUSTED  
 KL0380  ___________________________________________________________________
 KL0380  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 KL0380  DYNAMIC HT  -        2863.696 (meters)    9395.31  (feet)  COMP
 KL0380  MODELED GRAV-     979,156.0   (mgal)                       NAVD 88
 KL0380
 KL0380  VERT ORDER  -  SECOND    CLASS 0
 KL0380
 KL0380.The horizontal coordinates were scaled from a topographic map and have
 KL0380.an estimated accuracy of +/- 6 seconds.
 KL0380
 KL0380.The orthometric height was determined by differential leveling
 KL0380.and adjusted by the National Geodetic Survey in June 1991..
 KL0380
 KL0380.The geoid height was determined by GEOID03.
 KL0380
 KL0380.The dynamic height is computed by dividing the NAVD 88
 KL0380.geopotential number by the normal gravity value computed on the
 KL0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0380.degrees latitude (g = 980.6199 gals.).
 KL0380
 KL0380.The modeled gravity was interpolated from observed gravity values.
 KL0380
 KL0380;                    North         East    Units  Estimated Accuracy
 KL0380;SPC CO C     -   481,840.      814,950.      MT  (+/- 180 meters Scaled)
 KL0380
 KL0380                          SUPERSEDED SURVEY CONTROL
 KL0380
 KL0380  NGVD 29 (??/??/92) 2865.668  (m)         9401.78   (f) ADJ UNCH    2 0
 KL0380
 KL0380.Superseded values are not recommended for survey control.
 KL0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0380.See file dsdata.txt to determine how the superseded data were derived.
 KL0380
 KL0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD575649(NAD 83)
 KL0380_MARKER: DB = BENCH MARK DISK
 KL0380_SETTING: 80 = SET IN A BOULDER
 KL0380_SP_SET: BOULDER
 KL0380_STAMPING: D 279 1951
 KL0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0380+STABILITY: SURFACE MOTION
 KL0380
 KL0380  HISTORY     - Date     Condition        Report By
 KL0380  HISTORY     - 1951     MONUMENTED       CGS
 KL0380  HISTORY     - 1959     GOOD             DOD
 KL0380
 KL0380                          STATION DESCRIPTION
 KL0380
 KL0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0380'8.05 MI N FROM THOMASVILLE.
 KL0380'8.05 MILES NORTH ALONG STATE HIGHWAY 307 FROM ITS JUNCTION WITH STATE
 KL0380'HIGHWAY 104 AT THOMASVILLE, 110 FEET SOUTHWEST OF THE CENTER OF A 20
 KL0380'FOOT CATTLE GUARD, 95 YARDS SOUTHWEST OF THE SOUTHWEST EDGE OF A LARGE
 KL0380'LAKE, 0.5 MILE SOUTH OF A JUNCTION WITH A ROAD LEADING EAST TO GOLD
 KL0380'DUST CAMP, 34 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET
 KL0380'ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF A 4X4
 KL0380'FOOT GRANITE BOULDER, 2 FEET ABOVE THE GROUND.
 KL0380
 KL0380                          STATION RECOVERY (1959)
 KL0380
 KL0380'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0362 ***********************************************************************
 LM0362  DESIGNATION -  D 28
 LM0362  PID         -  LM0362
 LM0362  STATE/COUNTY-  CO/ROUTT
 LM0362  USGS QUAD   -  MILNER (1973)
 LM0362
 LM0362                         *CURRENT SURVEY CONTROL
 LM0362  ___________________________________________________________________
 LM0362* NAD 83(1986)-  40 29 12.     (N)    107 06 52.     (W)     SCALED    
 LM0362* NAVD 88     -      1964.528  (meters)    6445.29   (feet)  ADJUSTED  
 LM0362  ___________________________________________________________________
 LM0362  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 LM0362  DYNAMIC HT  -        1962.605 (meters)    6438.98  (feet)  COMP
 LM0362  MODELED GRAV-     979,576.4   (mgal)                       NAVD 88
 LM0362
 LM0362  VERT ORDER  -  FIRST     CLASS II
 LM0362
 LM0362.The horizontal coordinates were scaled from a topographic map and have
 LM0362.an estimated accuracy of +/- 6 seconds.
 LM0362
 LM0362.The orthometric height was determined by differential leveling
 LM0362.and adjusted by the National Geodetic Survey in June 1991..
 LM0362
 LM0362.The geoid height was determined by GEOID03.
 LM0362
 LM0362.The dynamic height is computed by dividing the NAVD 88
 LM0362.geopotential number by the normal gravity value computed on the
 LM0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0362.degrees latitude (g = 980.6199 gals.).
 LM0362
 LM0362.The modeled gravity was interpolated from observed gravity values.
 LM0362
 LM0362;                    North         East    Units  Estimated Accuracy
 LM0362;SPC CO N     -   434,100.      777,530.      MT  (+/- 180 meters Scaled)
 LM0362
 LM0362                          SUPERSEDED SURVEY CONTROL
 LM0362
 LM0362  NGVD 29 (??/??/92) 1963.273  (m)         6441.17   (f) ADJ UNCH    1 2
 LM0362
 LM0362.Superseded values are not recommended for survey control.
 LM0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0362.See file dsdata.txt to determine how the superseded data were derived.
 LM0362
 LM0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE207839(NAD 83)
 LM0362_MARKER: DB = BENCH MARK DISK
 LM0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0362_STAMPING: D 28 1933
 LM0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0362+STABILITY: SURFACE MOTION
 LM0362
 LM0362  HISTORY     - Date     Condition        Report By
 LM0362  HISTORY     - 1933     MONUMENTED       CGS
 LM0362  HISTORY     - 1971     MARK NOT FOUND   USGS
 LM0362
 LM0362                          STATION DESCRIPTION
 LM0362
 LM0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LM0362'1.8 MI E FROM MT HARRIS.
 LM0362'1.8 MILES EAST ALONG THE DENVER AND SALT LAKE RAILWAY FROM THE STATION
 LM0362'AT MOUNT HARRIS, ABOUT 5 1/2 POLES WEST OF MILEPOST 206, AT A ROAD
 LM0362'CROSSING JUST EAST OF A SWITCH, 24 FEET WEST OF A ROAD CROSSING, 24
 LM0362'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 23 FEET NORTH OF THE
 LM0362'NORTH RAIL OF THE MAIN TRACK, AND 2 FEET SOUTH OF THE RIGHT-OF-WAY
 LM0362'FENCE, AND SET IN THE TOP OF A CONCRETE POST.
 LM0362
 LM0362                          STATION RECOVERY (1971)
 LM0362
 LM0362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 LM0362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1144 ***********************************************************************
 KK1144  DESIGNATION -  D 28 COLO
 KK1144  PID         -  KK1144
 KK1144  STATE/COUNTY-  CO/CLEAR CREEK
 KK1144  USGS QUAD   -  GEORGETOWN (1974)
 KK1144
 KK1144                         *CURRENT SURVEY CONTROL
 KK1144  ___________________________________________________________________
 KK1144* NAD 83(1986)-  39 42 22.     (N)    105 41 50.     (W)     SCALED    
 KK1144* NAVD 88     -      2597.795  (meters)    8522.93   (feet)  ADJUSTED  
 KK1144  ___________________________________________________________________
 KK1144  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 KK1144  DYNAMIC HT  -        2594.714 (meters)    8512.82  (feet)  COMP
 KK1144  MODELED GRAV-     979,346.6   (mgal)                       NAVD 88
 KK1144
 KK1144  VERT ORDER  -  SECOND    CLASS 0
 KK1144
 KK1144.The horizontal coordinates were scaled from a topographic map and have
 KK1144.an estimated accuracy of +/- 6 seconds.
 KK1144
 KK1144.The orthometric height was determined by differential leveling
 KK1144.and adjusted by the National Geodetic Survey in June 1991..
 KK1144
 KK1144.The geoid height was determined by GEOID03.
 KK1144
 KK1144.The dynamic height is computed by dividing the NAVD 88
 KK1144.geopotential number by the normal gravity value computed on the
 KK1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1144.degrees latitude (g = 980.6199 gals.).
 KK1144
 KK1144.The modeled gravity was interpolated from observed gravity values.
 KK1144
 KK1144;                    North         East    Units  Estimated Accuracy
 KK1144;SPC CO C     -   512,720.      897,490.      MT  (+/- 180 meters Scaled)
 KK1144
 KK1144                          SUPERSEDED SURVEY CONTROL
 KK1144
 KK1144  NGVD 29 (??/??/92) 2596.288  (m)         8517.99   (f) ADJ UNCH    2 0
 KK1144
 KK1144.Superseded values are not recommended for survey control.
 KK1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1144.See file dsdata.txt to determine how the superseded data were derived.
 KK1144
 KK1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD402953(NAD 83)
 KK1144_MARKER: DD = SURVEY DISK
 KK1144_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK1144_SP_SET: SIDEWALK
 KK1144_STAMPING: COLO D 28 1924
 KK1144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1144
 KK1144  HISTORY     - Date     Condition        Report By
 KK1144  HISTORY     - 1924     MONUMENTED       USGS
 KK1144  HISTORY     - 1951     GOOD             NGS
 KK1144
 KK1144                          STATION DESCRIPTION
 KK1144
 KK1144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK1144'AT GEORGETOWN.
 KK1144'AT GEORGETOWN, AT THE NORTHEAST CORNER OF THE COURTHOUSE, 9 FEET
 KK1144'NORTH OF THE NORTH EDGE OF THE EAST ENTRANCE, 5.7 FEET SOUTH OF
 KK1144'THE NORTH EDGE OF A SIDEWALK, 1.5 FEET NORTHWEST OF THE NORTHEAST
 KK1144'CORNER OF THE COURTHOUSE, SET IN THE TOP OF THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0475 ***********************************************************************
 KL0475  DESIGNATION -  D 280
 KL0475  PID         -  KL0475
 KL0475  STATE/COUNTY-  CO/EAGLE
 KL0475  USGS QUAD   -  EAGLE (1987)
 KL0475
 KL0475                         *CURRENT SURVEY CONTROL
 KL0475  ___________________________________________________________________
 KL0475* NAD 83(1992)-  39 38 35.61480(N)    106 49 30.11150(W)     ADJUSTED  
 KL0475* NAVD 88     -      2019.369  (meters)    6625.21   (feet)  ADJUSTED  
 KL0475  ___________________________________________________________________
 KL0475  X           -  -1,423,984.038 (meters)                     COMP
 KL0475  Y           -  -4,709,026.653 (meters)                     COMP
 KL0475  Z           -   4,048,840.813 (meters)                     COMP
 KL0475  LAPLACE CORR-           3.64  (seconds)                    DEFLEC99
 KL0475  ELLIP HEIGHT-        2005.70  (meters)          (10/21/02) GPS OBS
 KL0475  GEOID HEIGHT-         -13.65  (meters)                     GEOID03
 KL0475  DYNAMIC HT  -        2017.160 (meters)    6617.97  (feet)  COMP
 KL0475  MODELED GRAV-     979,461.3   (mgal)                       NAVD 88
 KL0475
 KL0475  HORZ ORDER  -  FIRST
 KL0475  VERT ORDER  -  SECOND    CLASS 0
 KL0475  ELLP ORDER  -  FIFTH     CLASS I
 KL0475
 KL0475.The horizontal coordinates were established by GPS observations
 KL0475.and adjusted by the National Geodetic Survey in March 1999..
 KL0475
 KL0475.The orthometric height was determined by differential leveling
 KL0475.and adjusted by the National Geodetic Survey in June 1991..
 KL0475
 KL0475.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KL0475
 KL0475.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0475
 KL0475.The ellipsoidal height was determined by GPS observations
 KL0475.and is referenced to NAD 83.
 KL0475
 KL0475.The geoid height was determined by GEOID03.
 KL0475
 KL0475.The dynamic height is computed by dividing the NAVD 88
 KL0475.geopotential number by the normal gravity value computed on the
 KL0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0475.degrees latitude (g = 980.6199 gals.).
 KL0475
 KL0475.The modeled gravity was interpolated from observed gravity values.
 KL0475
 KL0475;                    North         East     Units Scale Factor Converg.
 KL0475;SPC CO C     -   506,546.577   800,671.893   MT  0.99998062   -0 50 08.5
 KL0475;SPC CO C     - 1,661,894.89  2,626,871.04   sFT  0.99998062   -0 50 08.5
 KL0475;UTM  13      - 4,389,751.549   343,403.201   MT  0.99990192   -1 09 52.6
 KL0475
 KL0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0475!SPC CO C     -   0.99968544  x   0.99998062  =   0.99966606
 KL0475!UTM  13      -   0.99968544  x   0.99990192  =   0.99958739
 KL0475
 KL0475                          SUPERSEDED SURVEY CONTROL
 KL0475
 KL0475  ELLIP H (03/05/99) 2005.71   (m)                       GP(       ) 4 2
 KL0475  NGVD 29 (??/??/92) 2018.018  (m)         6620.78   (f) ADJ UNCH    2 0
 KL0475
 KL0475.Superseded values are not recommended for survey control.
 KL0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0475.See file dsdata.txt to determine how the superseded data were derived.
 KL0475
 KL0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD4340389752(NAD 83)
 KL0475_MARKER: DB = BENCH MARK DISK
 KL0475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0475_STAMPING: D 280 1951
 KL0475_MARK LOGO: CGS   
 KL0475_PROJECTION: FLUSH
 KL0475_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0475+STABILITY: SURFACE MOTION
 KL0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KL0475+SATELLITE: SATELLITE OBSERVATIONS - May 10, 1999
 KL0475
 KL0475  HISTORY     - Date     Condition        Report By
 KL0475  HISTORY     - 1951     MONUMENTED       CGS
 KL0475  HISTORY     - 19980912 GOOD             MSI
 KL0475  HISTORY     - 19990510 GOOD             NGS
 KL0475
 KL0475                          STATION DESCRIPTION
 KL0475
 KL0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0475'1.0 MI S FROM EAGLE.
 KL0475'1.0 MILE SOUTH ALONG STATE HIGHWAY 307 FROM THE POST OFFICE AT EAGLE,
 KL0475'0.1 MILE WEST OF A LARGE WHITE BARN, 33 FEET NORTHWEST OF A POWER
 KL0475'POLE, 28 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, DIRECTLY
 KL0475'BENEATH A TELEPHONE LINE, 12 FEET WEST OF THE CENTER OF A WIRE GATE,
 KL0475'1.5 FEET NORTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 KL0475'PROJECTS 0.7 FOOT ABOVE THE GROUND.
 KL0475
 KL0475                          STATION RECOVERY (1998)
 KL0475
 KL0475'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1998 (PD)
 KL0475'RECOVERED AS DESCRIBED  ADDITIONAL TIES -  STATION IS 28 FT (8.5 M)
 KL0475'WEST OF THE CENTERLINE OF STATE HIGHWAY 307, 12 FT (3.7 M) EAST FROM A
 KL0475'WIRE FENCELINE, AND 2 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST
 KL0475
 KL0475                          STATION RECOVERY (1999)
 KL0475
 KL0475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 KL0475'THE STATION IS LOCATED ABOUT 6.75 MI (10.86 KM) EAST OF GYPSUM, 4.75
 KL0475'MI (7.64 KM) EAST THE THE EAGLE COUNTY REGIONAL AIRPORT AND 0.6 MI
 KL0475'(1.0 KM) SOUTH-SOUTHEAST OF EAGLE, IN THE SOUTHWEST 1/4 OF SECTION 4,
 KL0475'T 5 S, R 84 W.  OWNERSHIP--EAGLE COUNTY ROAD RIGHT-OF-WAY
 KL0475'TO REACH THE STATION FROM THE INTERSECTION OF CAPITOL AND GRAND IN THE
 KL0475'NORTHERN SIDE OF EAGLE, GO SOUTH ON CAPITOL FOR 0.5 MI (0.8 KM) TO THE
 KL0475'SOUTHEAST CORNER OF THE COUNTY COURTHOUSE AND 6TH STREET. CONTINUE
 KL0475'SOUTH ON CAPITOL, IT TURNS INTO COUNTY ROAD 307, FOR 0.7 MI (1.1 KM)
 KL0475'TO THE STATION ON THE RIGHT NEAR THE INTERSECTION OF BRUSH CREEK ROAD
 KL0475'AND BRUSH CREEK TERRACE
 KL0475'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 KL0475'POST PROJECTING 2 CM ABOVE THE GROUND.  IT IS 41.7 M (136.8 FT) WEST
 KL0475'FROM THE EXTENDED CENTER LINE OF BRUSH CREEK ROAD AND BRUSH CREEK
 KL0475'TERRACE, 10.1 M (33.1 FT) NORTHWEST FROM A POWER POLE, 9.0 M (29.5 FT)
 KL0475'SOUTH-SOUTHWEST FROM THE CENTER OF COUNTY ROAD 307, 6.4 M (21.0 FT)
 KL0475'NORTH-NORTHEAST FROM THE SOUTHERN RIGHT-OF-WAY FENCE, 1.5 M (4.9 FT)
 KL0475'SOUTHWEST FROM THE SOUTHWEST POST FOR SIGN --ATTENTION DEER HUNTERS IN
 KL0475'UNIT 44--, 0.9 M (3.0 FT) NORTH FROM A WITNESS POST, 0.5 M (1.6 FT)
 KL0475'SOUTH-SOUTHWEST FROM A NGS WITNESS POST AND ABOUT 0.9 M (3.0 FT) BELOW
 KL0475'THE COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0106 ***********************************************************************
 KL0106  DESIGNATION -  D 281
 KL0106  PID         -  KL0106
 KL0106  STATE/COUNTY-  CO/SUMMIT
 KL0106  USGS QUAD   -  VAIL PASS (1987)
 KL0106
 KL0106                         *CURRENT SURVEY CONTROL
 KL0106  ___________________________________________________________________
 KL0106* NAD 83(1986)-  39 30 21.     (N)    106 10 56.     (W)     SCALED    
 KL0106* NAVD 88     -      3066.888  (meters)   10061.95   (feet)  ADJUSTED  
 KL0106  ___________________________________________________________________
 KL0106  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 KL0106  DYNAMIC HT  -        3062.910 (meters)   10048.90  (feet)  COMP
 KL0106  MODELED GRAV-     979,217.8   (mgal)                       NAVD 88
 KL0106
 KL0106  VERT ORDER  -  SECOND    CLASS 0
 KL0106
 KL0106.The horizontal coordinates were scaled from a topographic map and have
 KL0106.an estimated accuracy of +/- 6 seconds.
 KL0106
 KL0106.The orthometric height was determined by differential leveling
 KL0106.and adjusted by the National Geodetic Survey in June 1991..
 KL0106
 KL0106.The geoid height was determined by GEOID03.
 KL0106
 KL0106.The dynamic height is computed by dividing the NAVD 88
 KL0106.geopotential number by the normal gravity value computed on the
 KL0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0106.degrees latitude (g = 980.6199 gals.).
 KL0106
 KL0106.The modeled gravity was interpolated from observed gravity values.
 KL0106
 KL0106;                    North         East    Units  Estimated Accuracy
 KL0106;SPC CO C     -   490,680.      855,730.      MT  (+/- 180 meters Scaled)
 KL0106
 KL0106                          SUPERSEDED SURVEY CONTROL
 KL0106
 KL0106  NGVD 29 (??/??/92) 3065.130  (m)        10056.18   (f) ADJ UNCH    2 0
 KL0106
 KL0106.Superseded values are not recommended for survey control.
 KL0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0106.See file dsdata.txt to determine how the superseded data were derived.
 KL0106
 KL0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD983735(NAD 83)
 KL0106_MARKER: DB = BENCH MARK DISK
 KL0106_SETTING: 80 = SET IN A BOULDER
 KL0106_SP_SET: BOULDER
 KL0106_STAMPING: D 281 1951
 KL0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0106+STABILITY: SURFACE MOTION
 KL0106
 KL0106  HISTORY     - Date     Condition        Report By
 KL0106  HISTORY     - 1951     MONUMENTED       CGS
 KL0106  HISTORY     - 1959     GOOD             DOD
 KL0106  HISTORY     - 19950728 MARK NOT FOUND   USPSQD
 KL0106
 KL0106                          STATION DESCRIPTION
 KL0106
 KL0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0106'10.25 MI NW FROM KOKOMO.
 KL0106'8.0 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ITS JUNCTION WITH
 KL0106'COUNTY ROAD 304 AT KOKOMO, THENCE 2.25 MILES WEST ALONG U.S. HIGHWAY
 KL0106'6, 65 YARDS SOUTHEAST OF A GROUP OF 3 POWER POLES, 110 FEET WEST OF
 KL0106'THE WEST END OF A 4 FOOT PIPE CULVERT, 36 FEET NORTH OF THE CENTER
 KL0106'LINE OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF A 3X4 FOOT
 KL0106'GRANITE BOULDER, 5 FEET BELOW THE LEVEL OF THE HIGHWAY, 1 FOOT ABOVE
 KL0106'THE GROUND.  NOTE-- THE MARK IS 23 FEET SOUTH OF A PINE TREE AND 4.9
 KL0106'FEET HIGHER.  42 FEET EAST OF THE EDGE OF A CLUMP OF TREES AND 1.2
 KL0106'FEET HIGHER.  33 FEET NORTH OF THE CENTERLINE OF U. S. HIGHWAY 6 AND
 KL0106'5.5 FEET LOWER.
 KL0106
 KL0106                          STATION RECOVERY (1959)
 KL0106
 KL0106'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0106'RECOVERED IN GOOD CONDITION.
 KL0106
 KL0106                          STATION RECOVERY (1995)
 KL0106
 KL0106'RECOVERY NOTE BY US POWER SQUADRON 1995
 KL0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0386 ***********************************************************************
 KL0386  DESIGNATION -  D 282
 KL0386  PID         -  KL0386
 KL0386  STATE/COUNTY-  CO/PITKIN
 KL0386  USGS QUAD   -  NAST (1994)
 KL0386
 KL0386                         *CURRENT SURVEY CONTROL
 KL0386  ___________________________________________________________________
 KL0386* NAD 83(1986)-  39 15 18.     (N)    106 32 38.     (W)     SCALED    
 KL0386* NAVD 88     -      2972.259  (meters)    9751.49   (feet)  ADJUSTED  
 KL0386  ___________________________________________________________________
 KL0386  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 KL0386  DYNAMIC HT  -        2967.881 (meters)    9737.12  (feet)  COMP
 KL0386  MODELED GRAV-     979,049.5   (mgal)                       NAVD 88
 KL0386
 KL0386  VERT ORDER  -  SECOND    CLASS 0
 KL0386
 KL0386.The horizontal coordinates were scaled from a topographic map and have
 KL0386.an estimated accuracy of +/- 6 seconds.
 KL0386
 KL0386.The orthometric height was determined by differential leveling
 KL0386.and adjusted by the National Geodetic Survey in June 1991..
 KL0386
 KL0386.The geoid height was determined by GEOID03.
 KL0386
 KL0386.The dynamic height is computed by dividing the NAVD 88
 KL0386.geopotential number by the normal gravity value computed on the
 KL0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0386.degrees latitude (g = 980.6199 gals.).
 KL0386
 KL0386.The modeled gravity was interpolated from observed gravity values.
 KL0386
 KL0386;                    North         East    Units  Estimated Accuracy
 KL0386;SPC CO C     -   463,130.      824,310.      MT  (+/- 180 meters Scaled)
 KL0386
 KL0386                          SUPERSEDED SURVEY CONTROL
 KL0386
 KL0386  NGVD 29 (??/??/92) 2970.019  (m)         9744.14   (f) ADJ UNCH    2 0
 KL0386
 KL0386.Superseded values are not recommended for survey control.
 KL0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0386.See file dsdata.txt to determine how the superseded data were derived.
 KL0386
 KL0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD667462(NAD 83)
 KL0386_MARKER: DB = BENCH MARK DISK
 KL0386_SETTING: 80 = SET IN A BOULDER
 KL0386_SP_SET: BOULDER
 KL0386_STAMPING: D 282 1951
 KL0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0386+STABILITY: SURFACE MOTION
 KL0386
 KL0386  HISTORY     - Date     Condition        Report By
 KL0386  HISTORY     - 1951     MONUMENTED       CGS
 KL0386  HISTORY     - 1959     MARK NOT FOUND   DOD
 KL0386
 KL0386                          STATION DESCRIPTION
 KL0386
 KL0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0386'12.85 MI SE FROM THOMASVILLE.
 KL0386'7.5 MILES SOUTHEAST ALONG STATE HIGHWAY 104 FROM ITS JUNCTION WITH
 KL0386'STATE HIGHWAY 307 AT THOMASVILLE, THENCE 0.6 MILE SOUTH ALONG A ROAD
 KL0386'LEADING TO THE IVANHOE RESORT, THENCE 0.1 MILE SOUTHEAST ALONG A DIRT
 KL0386'ROAD LEADING TO A PRIVATE CABIN, THENCE 4.65 MILES SOUTHEAST BY HORSE
 KL0386'TRAIL ALONG THE FRYING PAN RIVER, 1.0 MILE SOUTHWEST OF BENCH MARK Y
 KL0386'281, 100 FEET WEST OF THE WEST EDGE OF A 75X100 FOOT GRANITE BOULDER,
 KL0386'85 FEET SOUTHEAST OF A SMALL STREAM, 14 FEET SOUTHEAST OF A 6 INCH
 KL0386'PINE TREE, 6 FEET SOUTHWEST OF THE CENTER LINE OF THE TRAIL, SET IN
 KL0386'THE TOP OF THE CENTER OF A 5X6 FOOT GRANITE BOULDER, 2 FEET ABOVE THE
 KL0386'GROUND.
 KL0386
 KL0386                          STATION RECOVERY (1959)
 KL0386
 KL0386'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0386'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0150 ***********************************************************************
 KL0150  DESIGNATION -  D 283
 KL0150  PID         -  KL0150
 KL0150  STATE/COUNTY-  CO/SUMMIT
 KL0150  USGS QUAD   -  COPPER MOUNTAIN (1987)
 KL0150
 KL0150                         *CURRENT SURVEY CONTROL
 KL0150  ___________________________________________________________________
 KL0150* NAD 83(1986)-  39 27 37.     (N)    106 08 35.     (W)     SCALED    
 KL0150* NAVD 88     -      3121.712  (meters)   10241.82   (feet)  ADJUSTED  
 KL0150  ___________________________________________________________________
 KL0150  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 KL0150  DYNAMIC HT  -        3117.564 (meters)   10228.21  (feet)  COMP
 KL0150  MODELED GRAV-     979,184.4   (mgal)                       NAVD 88
 KL0150
 KL0150  VERT ORDER  -  FIRST     CLASS II
 KL0150
 KL0150.The horizontal coordinates were scaled from a topographic map and have
 KL0150.an estimated accuracy of +/- 6 seconds.
 KL0150
 KL0150.The orthometric height was determined by differential leveling
 KL0150.and adjusted by the National Geodetic Survey in November 2003..
 KL0150
 KL0150.The geoid height was determined by GEOID03.
 KL0150
 KL0150.The dynamic height is computed by dividing the NAVD 88
 KL0150.geopotential number by the normal gravity value computed on the
 KL0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0150.degrees latitude (g = 980.6199 gals.).
 KL0150
 KL0150.The modeled gravity was interpolated from observed gravity values.
 KL0150
 KL0150;                    North         East    Units  Estimated Accuracy
 KL0150;SPC CO C     -   485,600.      859,060.      MT  (+/- 180 meters Scaled)
 KL0150
 KL0150                          SUPERSEDED SURVEY CONTROL
 KL0150
 KL0150  NAVD 88 (06/15/91) 3121.760  (m)        10241.97   (f) UNKNOWN     1 2
 KL0150  NGVD 29 (??/??/92) 3119.919  (m)        10235.93   (f) ADJ UNCH    1 2
 KL0150
 KL0150.Superseded values are not recommended for survey control.
 KL0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0150.See file dsdata.txt to determine how the superseded data were derived.
 KL0150
 KL0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD016684(NAD 83)
 KL0150_MARKER: DB = BENCH MARK DISK
 KL0150_SETTING: 80 = SET IN A BOULDER
 KL0150_SP_SET: BOULDER
 KL0150_STAMPING: D 283 1951
 KL0150_MARK LOGO: CGS   
 KL0150_MAGNETIC: N = NO MAGNETIC MATERIAL
 KL0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0150+STABILITY: SURFACE MOTION
 KL0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KL0150+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2001
 KL0150
 KL0150  HISTORY     - Date     Condition        Report By
 KL0150  HISTORY     - 1951     MONUMENTED       CGS
 KL0150  HISTORY     - 1970     GOOD             NGS
 KL0150  HISTORY     - 20010711 GOOD             NGS
 KL0150
 KL0150                          STATION DESCRIPTION
 KL0150
 KL0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0150'8.0 MI NE FROM CLIMAX.
 KL0150'8.0 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM THE ENTRANCE TO THE
 KL0150'CLIMAX MOLYBDENUM COMPANY MINE AT CLIMAX, 144 FEET NORTH OF THE
 KL0150'NORTHEAST CORNER OF THE STONE HEADWALL OF A 24 INCH PIPE CULVERT, 135
 KL0150'FEET SOUTH OF THE ENTRANCE TO AN ABANDONED MINE, 135 FEET NORTHWEST OF
 KL0150'THE CENTER LINE OF THE HIGHWAY, 30 FEET SOUTHWEST OF TELEPHONE POLE
 KL0150'3850, UNDER A TELEPHONE LINE, 12 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 KL0150'FLUSH WITH THE GROUND, SET IN THE TOP OF THE CENTER OF A 4X6 FOOT
 KL0150'GRANITE BOULDER.
 KL0150
 KL0150                          STATION RECOVERY (1970)
 KL0150
 KL0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KL0150'RECOVERED IN GOOD CONDITION.
 KL0150
 KL0150                          STATION RECOVERY (2001)
 KL0150
 KL0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 KL0150'THE STATION IS LOCATED 0.95 MI SOUTHEAST OF COPPER MOUNTAIN, 2.8 MI
 KL0150'SOUTH OF THE TOWN OF
 KL0150'COPPER MOUNTAIN AND 0.2 MI NORTH-NORTHEAST OF THE JUNCTION OF OLD
 KL0150'STATE HIGHWAY 91
 KL0150'AND THE NEW STATE HIGHWAY 91,  AT STATE HIGHWAY 91 MILEPOST 18.8.
 KL0150'OWNERSHIP--PRIVATE
 KL0150'PROPERTY.
 KL0150' 
 KL0150'TO REACH THE STATION FROM TOP OF FREMONT PASS AND THE ENTRANCE TO THE
 KL0150'CLIMAX MINE, GO
 KL0150'NORTH ON STATE HIGHWAY 91 FOR 7.4 MI TO THE STATION ON THE LEFT.
 KL0150' 
 KL0150'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF THE
 KL0150'EAST END OF A GRANITE
 KL0150'BOULDER 1.6 M BY 1.4 M AND SET INTO THE SIDE OF A HILL. IT IS 45.0 M
 KL0150'WEST FROM THE CENTER LINE
 KL0150'OF THE HIGHWAY, 41.1 M SOUTH FROM A MINE DUMP AND ENTRANCE TO A SMALL
 KL0150'MINE, 25.7 M
 KL0150'NORTH-NORTHEAST FROM AN IRON PIPE IN THE GROUND, 0.9 M WEST FROM A
 KL0150'WITNESS POST, ABOUT
 KL0150'6 M ABOVE THE HIGHWAY AND ABOUT 6 M BELOW THE MINE DUMP.
 KL0150' 
 KL0150' 
 KL0150' 
 KL0150' 
 KL0150'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0192 ***********************************************************************
 KL0192  DESIGNATION -  D 284
 KL0192  PID         -  KL0192
 KL0192  STATE/COUNTY-  CO/LAKE
 KL0192  USGS QUAD   -  LEADVILLE NORTH (1994)
 KL0192
 KL0192                         *CURRENT SURVEY CONTROL
 KL0192  ___________________________________________________________________
 KL0192* NAD 83(1986)-  39 15 09.     (N)    106 16 37.     (W)     SCALED    
 KL0192* NAVD 88     -      3154.832  (meters)   10350.48   (feet)  ADJUSTED  
 KL0192  ___________________________________________________________________
 KL0192  GEOID HEIGHT-         -13.00  (meters)                     GEOID03
 KL0192  DYNAMIC HT  -        3150.557 (meters)   10336.45  (feet)  COMP
 KL0192  MODELED GRAV-     979,157.4   (mgal)                       NAVD 88
 KL0192
 KL0192  VERT ORDER  -  SECOND    CLASS 0
 KL0192
 KL0192.The horizontal coordinates were scaled from a topographic map and have
 KL0192.an estimated accuracy of +/- 6 seconds.
 KL0192
 KL0192.The orthometric height was determined by differential leveling
 KL0192.and adjusted by the National Geodetic Survey in June 1991..
 KL0192
 KL0192.The geoid height was determined by GEOID03.
 KL0192
 KL0192.The dynamic height is computed by dividing the NAVD 88
 KL0192.geopotential number by the normal gravity value computed on the
 KL0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0192.degrees latitude (g = 980.6199 gals.).
 KL0192
 KL0192.The modeled gravity was interpolated from observed gravity values.
 KL0192
 KL0192;                    North         East    Units  Estimated Accuracy
 KL0192;SPC CO C     -   462,630.      847,340.      MT  (+/- 180 meters Scaled)
 KL0192
 KL0192                          SUPERSEDED SURVEY CONTROL
 KL0192
 KL0192  NGVD 29 (??/??/92) 3152.976  (m)        10344.39   (f) ADJ UNCH    2 0
 KL0192
 KL0192.Superseded values are not recommended for survey control.
 KL0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0192.See file dsdata.txt to determine how the superseded data were derived.
 KL0192
 KL0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD898455(NAD 83)
 KL0192_MARKER: DB = BENCH MARK DISK
 KL0192_SETTING: 80 = SET IN A BOULDER
 KL0192_SP_SET: BOULDER
 KL0192_STAMPING: D 284 1951
 KL0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0192+STABILITY: SURFACE MOTION
 KL0192
 KL0192  HISTORY     - Date     Condition        Report By
 KL0192  HISTORY     - 1951     MONUMENTED       CGS
 KL0192  HISTORY     - 1959     GOOD             DOD
 KL0192
 KL0192                          STATION DESCRIPTION
 KL0192
 KL0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0192'0.95 MI E FROM LEADVILLE.
 KL0192'0.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE AT
 KL0192'LEADVILLE, THENCE 0.85 MILE EAST ALONG STATE HIGHWAY 300, 0.1 MILE
 KL0192'WEST OF A SMALL UNPAINTED HOUSE, 165 FEET SOUTHEAST OF A POWER POLE,
 KL0192'42 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 KL0192'NORTHEAST END OF A 4X6 FOOT GRANITE BOULDER, 1 FOOT ABOVE THE GROUND.
 KL0192
 KL0192                          STATION RECOVERY (1959)
 KL0192
 KL0192'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0676 ***********************************************************************
 JK0676  DESIGNATION -  D 285
 JK0676  PID         -  JK0676
 JK0676  STATE/COUNTY-  CO/CHAFFEE
 JK0676  USGS QUAD   -  SALIDA EAST (1983)
 JK0676
 JK0676                         *CURRENT SURVEY CONTROL
 JK0676  ___________________________________________________________________
 JK0676* NAD 83(1986)-  38 37 08.     (N)    105 56 26.     (W)     SCALED    
 JK0676* NAVD 88     -      2830.508  (meters)    9286.42   (feet)  ADJUSTED  
 JK0676  ___________________________________________________________________
 JK0676  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 JK0676  DYNAMIC HT  -        2826.854 (meters)    9274.44  (feet)  COMP
 JK0676  MODELED GRAV-     979,233.9   (mgal)                       NAVD 88
 JK0676
 JK0676  VERT ORDER  -  SECOND    CLASS 0
 JK0676
 JK0676.The horizontal coordinates were scaled from a topographic map and have
 JK0676.an estimated accuracy of +/- 6 seconds.
 JK0676
 JK0676.The orthometric height was determined by differential leveling
 JK0676.and adjusted by the National Geodetic Survey in June 1991..
 JK0676
 JK0676.The geoid height was determined by GEOID03.
 JK0676
 JK0676.The dynamic height is computed by dividing the NAVD 88
 JK0676.geopotential number by the normal gravity value computed on the
 JK0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0676.degrees latitude (g = 980.6199 gals.).
 JK0676
 JK0676.The modeled gravity was interpolated from observed gravity values.
 JK0676
 JK0676;                    North         East    Units  Estimated Accuracy
 JK0676;SPC CO C     -   392,100.      876,040.      MT  (+/- 180 meters Scaled)
 JK0676
 JK0676                          SUPERSEDED SURVEY CONTROL
 JK0676
 JK0676  NGVD 29 (??/??/92) 2828.940  (m)         9281.28   (f) ADJ UNCH    2 0
 JK0676
 JK0676.Superseded values are not recommended for survey control.
 JK0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0676.See file dsdata.txt to determine how the superseded data were derived.
 JK0676
 JK0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC181749(NAD 83)
 JK0676_MARKER: DB = BENCH MARK DISK
 JK0676_SETTING: 66 = SET IN ROCK OUTCROP
 JK0676_SP_SET: GRANITE OUTCROP
 JK0676_STAMPING: D 285 1951
 JK0676_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0676+STABILITY: POSITION/ELEVATION WELL
 JK0676
 JK0676  HISTORY     - Date     Condition        Report By
 JK0676  HISTORY     - 1951     MONUMENTED       CGS
 JK0676
 JK0676                          STATION DESCRIPTION
 JK0676
 JK0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0676'8.6 MI NE FROM SALIDA.
 JK0676'1.0 MILE NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0676'RAILROAD FROM THE STATION AT SALIDA, THENCE 7.6 MILES NORTHEAST
 JK0676'ALONG THE UTE TRAIL, AT A CURVE IN THE ROAD, 79 FEET EAST OF
 JK0676'THE CENTER LINE OF THE UTE TRAIL, 13 FEET NORTHWEST OF A SMALL
 JK0676'PINE TREE, 14 FEET ABOVE THE LEVEL OF THE ROAD, FLUSH WITH THE
 JK0676'GROUND, SET IN THE TOP OF A LARGE GRANITE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0691 ***********************************************************************
 JK0691  DESIGNATION -  D 286
 JK0691  PID         -  JK0691
 JK0691  STATE/COUNTY-  CO/FREMONT
 JK0691  USGS QUAD   -  GRIBBLES PARK (1983)
 JK0691
 JK0691                         *CURRENT SURVEY CONTROL
 JK0691  ___________________________________________________________________
 JK0691* NAD 83(1986)-  38 38 38.     (N)    105 46 45.     (W)     SCALED    
 JK0691* NAVD 88     -      2694.605  (meters)    8840.55   (feet)  ADJUSTED  
 JK0691  ___________________________________________________________________
 JK0691  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 JK0691  DYNAMIC HT  -        2691.169 (meters)    8829.28  (feet)  COMP
 JK0691  MODELED GRAV-     979,255.3   (mgal)                       NAVD 88
 JK0691
 JK0691  VERT ORDER  -  SECOND    CLASS 0
 JK0691
 JK0691.The horizontal coordinates were scaled from a topographic map and have
 JK0691.an estimated accuracy of +/- 6 seconds.
 JK0691
 JK0691.The orthometric height was determined by differential leveling
 JK0691.and adjusted by the National Geodetic Survey in June 1991..
 JK0691
 JK0691.The geoid height was determined by GEOID03.
 JK0691
 JK0691.The dynamic height is computed by dividing the NAVD 88
 JK0691.geopotential number by the normal gravity value computed on the
 JK0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0691.degrees latitude (g = 980.6199 gals.).
 JK0691
 JK0691.The modeled gravity was interpolated from observed gravity values.
 JK0691
 JK0691;                    North         East    Units  Estimated Accuracy
 JK0691;SPC CO C     -   394,820.      890,100.      MT  (+/- 180 meters Scaled)
 JK0691
 JK0691                          SUPERSEDED SURVEY CONTROL
 JK0691
 JK0691  NGVD 29 (??/??/92) 2693.077  (m)         8835.54   (f) ADJ UNCH    2 0
 JK0691
 JK0691.Superseded values are not recommended for survey control.
 JK0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0691.See file dsdata.txt to determine how the superseded data were derived.
 JK0691
 JK0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC321775(NAD 83)
 JK0691_MARKER: DB = BENCH MARK DISK
 JK0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0691_STAMPING: D 286 1951
 JK0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0691+STABILITY: SURFACE MOTION
 JK0691
 JK0691  HISTORY     - Date     Condition        Report By
 JK0691  HISTORY     - 1951     MONUMENTED       CGS
 JK0691
 JK0691                          STATION DESCRIPTION
 JK0691
 JK0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0691'20.8 MI NE FROM SALIDA.
 JK0691'1.0 MILE NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0691'RAILROAD FROM THE STATION AT SALIDA, THENCE 19.8 MILES NORTHEAST
 JK0691'ALONG THE UTE TRAIL, 60 FEET SOUTHWEST OF THE CENTER OF A JUNCTION
 JK0691'WITH A GRAVELED ROAD LEADING WEST, 54 FEET SOUTHEAST OF THE
 JK0691'CENTER OF A WOODEN GATE, 21 FEET SOUTH OF THE CENTER LINE OF THE
 JK0691'UTE TRAIL, 1 FOOT NORTH OF A FENCE, 3 FEET EAST OF A WITNESS
 JK0691'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 JK0691'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0461 ***********************************************************************
 JK0461  DESIGNATION -  D 287
 JK0461  PID         -  JK0461
 JK0461  STATE/COUNTY-  CO/FREMONT
 JK0461  USGS QUAD   -  GRIBBLE MOUNTAIN (1983)
 JK0461
 JK0461                         *CURRENT SURVEY CONTROL
 JK0461  ___________________________________________________________________
 JK0461* NAD 83(1986)-  38 35 43.     (N)    105 25 31.     (W)     SCALED    
 JK0461* NAVD 88     -      2214.843  (meters)    7266.53   (feet)  ADJUSTED  
 JK0461  ___________________________________________________________________
 JK0461  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 JK0461  DYNAMIC HT  -        2212.237 (meters)    7257.98  (feet)  COMP
 JK0461  MODELED GRAV-     979,372.3   (mgal)                       NAVD 88
 JK0461
 JK0461  VERT ORDER  -  SECOND    CLASS 0
 JK0461
 JK0461.The horizontal coordinates were scaled from a topographic map and have
 JK0461.an estimated accuracy of +/- 6 seconds.
 JK0461
 JK0461.The orthometric height was determined by differential leveling
 JK0461.and adjusted by the National Geodetic Survey in June 1991..
 JK0461
 JK0461.The geoid height was determined by GEOID03.
 JK0461
 JK0461.The dynamic height is computed by dividing the NAVD 88
 JK0461.geopotential number by the normal gravity value computed on the
 JK0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0461.degrees latitude (g = 980.6199 gals.).
 JK0461
 JK0461.The modeled gravity was interpolated from observed gravity values.
 JK0461
 JK0461;                    North         East    Units  Estimated Accuracy
 JK0461;SPC CO C     -   389,390.      920,910.      MT  (+/- 180 meters Scaled)
 JK0461
 JK0461                          SUPERSEDED SURVEY CONTROL
 JK0461
 JK0461  NGVD 29 (??/??/92) 2213.582  (m)         7262.39   (f) ADJ UNCH    2 0
 JK0461
 JK0461.Superseded values are not recommended for survey control.
 JK0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0461.See file dsdata.txt to determine how the superseded data were derived.
 JK0461
 JK0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC629719(NAD 83)
 JK0461_MARKER: DB = BENCH MARK DISK
 JK0461_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JK0461_SP_SET: CULVERT
 JK0461_STAMPING: D 287 1951
 JK0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK0461
 JK0461  HISTORY     - Date     Condition        Report By
 JK0461  HISTORY     - 1951     MONUMENTED       CGS
 JK0461  HISTORY     - 1976     GOOD             USGS
 JK0461
 JK0461                          STATION DESCRIPTION
 JK0461
 JK0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0461'12.2 MI NW FROM PARKDALE.
 JK0461'1.3 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0461'RAILROAD FROM THE STATION AT PARKDALE, THENCE 1.6 MILES NORTHEAST
 JK0461'ALONG U.S. HIGHWAY 50, THENCE 9.3 MILES NORTHWEST ALONG STATE
 JK0461'HIGHWAY 9, 90 FEET NORTHWEST OF A FENCE CORNER, 15 FEET NORTHEAST
 JK0461'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST
 JK0461'END OF THE NORTHEAST HEADWALL OF A 20X30 FOOT CONCRETE CULVERT.
 JK0461
 JK0461                          STATION RECOVERY (1976)
 JK0461
 JK0461'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JK0461'PARKDALE, 1.3 MILES SOUTHWEST OF STATION AT, ALONG THE DENVER AND RIO
 JK0461'GRANDE WESTERN RAILROAD, THENCE 1.6 MILES NORTHEAST ALONG US HIGHWAY
 JK0461'50, THENCE 9.3 MILES NORTHWEST ALONG STATE HIGHWAY 9, 12.9 MILES
 JK0461'SOUTHEAST OF GUFFEY, 220 FT SOUTHEAST OF A CULVERT 200 FT SOUTHEAST
 JK0461'OF A HOUSE, 70 FT NORTHEAST OF CENTERLINE HWY, SET IN THE TOP OF THE
 JK0461'NW. END OF THE NE. HEADWALL OF A CONCRETE CULVERT ON THE OLD HWY A
 JK0461'STANDARD TABLET STAMPED D-287 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0708 ***********************************************************************
 JK0708  DESIGNATION -  D 288
 JK0708  PID         -  JK0708
 JK0708  STATE/COUNTY-  CO/PARK
 JK0708  USGS QUAD   -  BLACK MOUNTAIN (1994)
 JK0708
 JK0708                         *CURRENT SURVEY CONTROL
 JK0708  ___________________________________________________________________
 JK0708* NAD 83(1986)-  38 43 53.     (N)    105 38 00.     (W)     SCALED    
 JK0708* NAVD 88     -      2767.345  (meters)    9079.20   (feet)  ADJUSTED  
 JK0708  ___________________________________________________________________
 JK0708  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 JK0708  DYNAMIC HT  -        2763.814 (meters)    9067.61  (feet)  COMP
 JK0708  MODELED GRAV-     979,251.1   (mgal)                       NAVD 88
 JK0708
 JK0708  VERT ORDER  -  SECOND    CLASS 0
 JK0708
 JK0708.The horizontal coordinates were scaled from a topographic map and have
 JK0708.an estimated accuracy of +/- 6 seconds.
 JK0708
 JK0708.The orthometric height was determined by differential leveling
 JK0708.and adjusted by the National Geodetic Survey in June 1991..
 JK0708
 JK0708.The geoid height was determined by GEOID03.
 JK0708
 JK0708.The dynamic height is computed by dividing the NAVD 88
 JK0708.geopotential number by the normal gravity value computed on the
 JK0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0708.degrees latitude (g = 980.6199 gals.).
 JK0708
 JK0708.The modeled gravity was interpolated from observed gravity values.
 JK0708
 JK0708;                    North         East    Units  Estimated Accuracy
 JK0708;SPC CO C     -   404,500.      902,810.      MT  (+/- 180 meters Scaled)
 JK0708
 JK0708                          SUPERSEDED SURVEY CONTROL
 JK0708
 JK0708  NGVD 29 (??/??/92) 2765.829  (m)         9074.22   (f) ADJ UNCH    2 0
 JK0708
 JK0708.Superseded values are not recommended for survey control.
 JK0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0708.See file dsdata.txt to determine how the superseded data were derived.
 JK0708
 JK0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC449871(NAD 83)
 JK0708_MARKER: DB = BENCH MARK DISK
 JK0708_SETTING: 80 = SET IN A BOULDER
 JK0708_SP_SET: BOULDER
 JK0708_STAMPING: D 288 1951
 JK0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0708+STABILITY: SURFACE MOTION
 JK0708
 JK0708  HISTORY     - Date     Condition        Report By
 JK0708  HISTORY     - 1951     MONUMENTED       CGS
 JK0708  HISTORY     - 1957     MARK NOT FOUND   USGS
 JK0708  HISTORY     - 1976     MARK NOT FOUND   USGS
 JK0708
 JK0708                          STATION DESCRIPTION
 JK0708
 JK0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0708'8.1 MI SW FROM GUFFEY.
 JK0708'1.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT GUFFEY,
 JK0708'THENCE 1.6 MILES NORTHWEST ALONG STATE HIGHWAY 9, THENCE 5.1 MILES
 JK0708'SOUTHWEST ALONG A GRAVELED ROAD, 757 YARDS EAST OF A NORTH AND SOUTH
 JK0708'FENCE, 127 FEET NORTHWEST OF THE CENTER LINE OF THE GRAVELED ROAD, 95
 JK0708'FEET NORTHWEST OF A FENCE CORNER, AT AN ABANDONED SAWMILL, 12 FEET
 JK0708'ABOVE THE LEVEL OF THE ROAD, 2 FEET ABOVE THE GROUND, SET IN THE TOP
 JK0708'OF THE CENTER OF A 4X6 FOOT GRANITE BOULDER.
 JK0708
 JK0708                          STATION RECOVERY (1957)
 JK0708
 JK0708'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 JK0708'MARK NOT FOUND.
 JK0708
 JK0708                          STATION RECOVERY (1976)
 JK0708
 JK0708'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JK0708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0725 ***********************************************************************
 JK0725  DESIGNATION -  D 289
 JK0725  PID         -  JK0725
 JK0725  STATE/COUNTY-  CO/PARK
 JK0725  USGS QUAD   -  GUFFEY NW (1956)
 JK0725
 JK0725                         *CURRENT SURVEY CONTROL
 JK0725  ___________________________________________________________________
 JK0725* NAD 83(1986)-  38 56 34.     (N)    105 43 17.     (W)     SCALED    
 JK0725* NAVD 88     -      2727.766  (meters)    8949.35   (feet)  ADJUSTED  
 JK0725  ___________________________________________________________________
 JK0725  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 JK0725  DYNAMIC HT  -        2724.312 (meters)    8938.01  (feet)  COMP
 JK0725  MODELED GRAV-     979,262.4   (mgal)                       NAVD 88
 JK0725
 JK0725  VERT ORDER  -  SECOND    CLASS 0
 JK0725
 JK0725.The horizontal coordinates were scaled from a topographic map and have
 JK0725.an estimated accuracy of +/- 6 seconds.
 JK0725
 JK0725.The orthometric height was determined by differential leveling
 JK0725.and adjusted by the National Geodetic Survey in June 1991..
 JK0725
 JK0725.The geoid height was determined by GEOID03.
 JK0725
 JK0725.The dynamic height is computed by dividing the NAVD 88
 JK0725.geopotential number by the normal gravity value computed on the
 JK0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0725.degrees latitude (g = 980.6199 gals.).
 JK0725
 JK0725.The modeled gravity was interpolated from observed gravity values.
 JK0725
 JK0725;                    North         East    Units  Estimated Accuracy
 JK0725;SPC CO C     -   427,980.      895,210.      MT  (+/- 180 meters Scaled)
 JK0725
 JK0725                          SUPERSEDED SURVEY CONTROL
 JK0725
 JK0725  NGVD 29 (??/??/92) 2726.210  (m)         8944.24   (f) ADJ UNCH    2 0
 JK0725
 JK0725.Superseded values are not recommended for survey control.
 JK0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0725.See file dsdata.txt to determine how the superseded data were derived.
 JK0725
 JK0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD374106(NAD 83)
 JK0725_MARKER: DB = BENCH MARK DISK
 JK0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0725_STAMPING: D 289 1951
 JK0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0725+STABILITY: SURFACE MOTION
 JK0725
 JK0725  HISTORY     - Date     Condition        Report By
 JK0725  HISTORY     - 1951     MONUMENTED       CGS
 JK0725
 JK0725                          STATION DESCRIPTION
 JK0725
 JK0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0725'7.1 MI SE FROM HARTSEL.
 JK0725'7.1 MILES SOUTHEAST ALONG STATE HIGHWAY 9 FROM ITS JUNCTION WITH
 JK0725'U.S. HIGHWAY 24 AT HARTSEL, 195 FEET SOUTH OF THE SOUTHWEST CORNER
 JK0725'OF A SMALL WOODEN BRIDGE, 175 FEET WEST OF THE NORTHWEST END OF A
 JK0725'SNOW FENCE, 160 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 JK0725'3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 JK0725'WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0256 ***********************************************************************
 LM0256  DESIGNATION -  D 29
 LM0256  PID         -  LM0256
 LM0256  STATE/COUNTY-  CO/ROUTT
 LM0256  USGS QUAD   -  TRAPPER (1972)
 LM0256
 LM0256                         *CURRENT SURVEY CONTROL
 LM0256  ___________________________________________________________________
 LM0256* NAD 83(1986)-  40 07 09.     (N)    106 53 24.     (W)     SCALED    
 LM0256* NAVD 88     -      2428.447  (meters)    7967.33   (feet)  ADJUSTED  
 LM0256  ___________________________________________________________________
 LM0256  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 LM0256  DYNAMIC HT  -        2425.796 (meters)    7958.63  (feet)  COMP
 LM0256  MODELED GRAV-     979,446.4   (mgal)                       NAVD 88
 LM0256
 LM0256  VERT ORDER  -  FIRST     CLASS II
 LM0256
 LM0256.The horizontal coordinates were scaled from a topographic map and have
 LM0256.an estimated accuracy of +/- 6 seconds.
 LM0256
 LM0256.The orthometric height was determined by differential leveling
 LM0256.and adjusted by the National Geodetic Survey in June 1991..
 LM0256
 LM0256.The geoid height was determined by GEOID03.
 LM0256
 LM0256.The dynamic height is computed by dividing the NAVD 88
 LM0256.geopotential number by the normal gravity value computed on the
 LM0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0256.degrees latitude (g = 980.6199 gals.).
 LM0256
 LM0256.The modeled gravity was interpolated from observed gravity values.
 LM0256
 LM0256;                    North         East    Units  Estimated Accuracy
 LM0256;SPC CO N     -   392,980.      795,920.      MT  (+/- 180 meters Scaled)
 LM0256
 LM0256                          SUPERSEDED SURVEY CONTROL
 LM0256
 LM0256  NGVD 29 (??/??/92) 2426.989  (m)         7962.55   (f) ADJ UNCH    1 2
 LM0256
 LM0256.Superseded values are not recommended for survey control.
 LM0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0256.See file dsdata.txt to determine how the superseded data were derived.
 LM0256
 LM0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE389426(NAD 83)
 LM0256_MARKER: DB = BENCH MARK DISK
 LM0256_SETTING: 0 = UNSPECIFIED SETTING
 LM0256_STAMPING: D 29 1933
 LM0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0256
 LM0256  HISTORY     - Date     Condition        Report By
 LM0256  HISTORY     - 1933     MONUMENTED       CGS
 LM0256
 LM0256                          STATION DESCRIPTION
 LM0256
 LM0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LM0256'2.4 MI S FROM YAMPA.
 LM0256'2.4 MILES SOUTH ALONG THE DENVER AND SALT LAKE RAILWAY FROM THE
 LM0256'STATION AT YAMPA, 20 POLES NORTH OF MILEPOST 159, AT A HIGHWAY
 LM0256'CROSSING, 75 FEET NORTH OF THE CENTER LINE OF THE YAMPA TOPONAS
 LM0256'HIGHWAY, 41 FEET EAST OF THE EAST RAIL, 6 FEET WEST OF THE
 LM0256'RIGHT-OF-WAY FENCE, AND 3 FEET NORTH OF THE FENCE PARALLELING THE
 LM0256'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0388 ***********************************************************************
 JK0388  DESIGNATION -  D 290
 JK0388  PID         -  JK0388
 JK0388  STATE/COUNTY-  CO/PARK
 JK0388  USGS QUAD   -  WITCHER MOUNTAIN (1984)
 JK0388
 JK0388                         *CURRENT SURVEY CONTROL
 JK0388  ___________________________________________________________________
 JK0388* NAD 83(1986)-  38 46 51.     (N)    105 26 41.     (W)     SCALED    
 JK0388* NAVD 88     -      2641.807  (meters)    8667.33   (feet)  ADJUSTED  
 JK0388  ___________________________________________________________________
 JK0388  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 JK0388  DYNAMIC HT  -        2638.563 (meters)    8656.69  (feet)  COMP
 JK0388  MODELED GRAV-     979,303.7   (mgal)                       NAVD 88
 JK0388
 JK0388  VERT ORDER  -  SECOND    CLASS 0
 JK0388
 JK0388.The horizontal coordinates were scaled from a topographic map and have
 JK0388.an estimated accuracy of +/- 6 seconds.
 JK0388
 JK0388.The orthometric height was determined by differential leveling
 JK0388.and adjusted by the National Geodetic Survey in June 1991..
 JK0388
 JK0388.The geoid height was determined by GEOID03.
 JK0388
 JK0388.The dynamic height is computed by dividing the NAVD 88
 JK0388.geopotential number by the normal gravity value computed on the
 JK0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0388.degrees latitude (g = 980.6199 gals.).
 JK0388
 JK0388.The modeled gravity was interpolated from observed gravity values.
 JK0388
 JK0388;                    North         East    Units  Estimated Accuracy
 JK0388;SPC CO C     -   409,980.      919,210.      MT  (+/- 180 meters Scaled)
 JK0388
 JK0388                          SUPERSEDED SURVEY CONTROL
 JK0388
 JK0388  NGVD 29 (??/??/92) 2640.417  (m)         8662.77   (f) ADJ UNCH    2 0
 JK0388
 JK0388.Superseded values are not recommended for survey control.
 JK0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0388.See file dsdata.txt to determine how the superseded data were derived.
 JK0388
 JK0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC613925(NAD 83)
 JK0388_MARKER: DB = BENCH MARK DISK
 JK0388_SETTING: 80 = SET IN A BOULDER
 JK0388_SP_SET: BOULDER
 JK0388_STAMPING: D 290 1951
 JK0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0388+STABILITY: SURFACE MOTION
 JK0388
 JK0388  HISTORY     - Date     Condition        Report By
 JK0388  HISTORY     - 1951     MONUMENTED       CGS
 JK0388  HISTORY     - 1976     GOOD             USGS
 JK0388
 JK0388                          STATION DESCRIPTION
 JK0388
 JK0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0388'5.9 MI NE FROM GUFFEY.
 JK0388'5.9 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 JK0388'GUFFEY, 0.3 MILE WEST OF A JUNCTION WITH A GRAVELED ROAD LEADING
 JK0388'NORTH, 159 FEET SOUTHWEST OF THE CENTER OF A CATTLE GUARD, 147 FEET
 JK0388'WEST OF THE CENTER LINE OF THE ROAD, 11 FEET SOUTHEAST OF A FENCE,
 JK0388'6 FEET ABOVE THE LEVEL OF THE ROAD, 0.6 FOOT ABOVE THE GROUND, SET
 JK0388'IN THE TOP OF A 3X3 FOOT GRANITE BOULDER.
 JK0388
 JK0388                          STATION RECOVERY (1976)
 JK0388
 JK0388'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JK0388'GUFFEY, 5.9 MILES NORTHEAST OF ALONG A GRAVELED ROAD, 0.2 MI SOUTH OF
 JK0388'NORTHWEST CORNER OF SEC. 3, T.15 SOUTH, R.72 WEST, AT THE NORTHEAST
 JK0388'END OF A RIDGE, 650 FT WEST OF A CULVERT, 500 FT SOUTHEAST OF A
 JK0388'DRIVEWAY NORTH, 160 FT SOUTHWEST OF C/L ROAD, 65 FT SOUTHWEST OF
 JK0388'RIGHT-OF-WAY FENCE, SET IN THE TOP OF A ROCKY OUTCROP. A STANDARD
 JK0388'TABLET STAMPED D 290 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0413 ***********************************************************************
 JK0413  DESIGNATION -  D 291
 JK0413  PID         -  JK0413
 JK0413  STATE/COUNTY-  CO/TELLER
 JK0413  USGS QUAD   -  CRIPPLE CREEK SOUTH (1975)
 JK0413
 JK0413                         *CURRENT SURVEY CONTROL
 JK0413  ___________________________________________________________________
 JK0413* NAD 83(1986)-  38 44 50.     (N)    105 11 19.     (W)     SCALED    
 JK0413* NAVD 88     -      2912.376  (meters)    9555.02   (feet)  ADJUSTED  
 JK0413  ___________________________________________________________________
 JK0413  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 JK0413  DYNAMIC HT  -        2908.722 (meters)    9543.03  (feet)  COMP
 JK0413  MODELED GRAV-     979,266.0   (mgal)                       NAVD 88
 JK0413
 JK0413  VERT ORDER  -  SECOND    CLASS 0
 JK0413
 JK0413.The horizontal coordinates were scaled from a topographic map and have
 JK0413.an estimated accuracy of +/- 6 seconds.
 JK0413
 JK0413.The orthometric height was determined by differential leveling
 JK0413.and adjusted by the National Geodetic Survey in June 1991..
 JK0413
 JK0413.The geoid height was determined by GEOID03.
 JK0413
 JK0413.The dynamic height is computed by dividing the NAVD 88
 JK0413.geopotential number by the normal gravity value computed on the
 JK0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0413.degrees latitude (g = 980.6199 gals.).
 JK0413
 JK0413.The modeled gravity was interpolated from observed gravity values.
 JK0413
 JK0413;                    North         East    Units  Estimated Accuracy
 JK0413;SPC CO C     -   406,300.      941,470.      MT  (+/- 180 meters Scaled)
 JK0413
 JK0413                          SUPERSEDED SURVEY CONTROL
 JK0413
 JK0413  NGVD 29 (??/??/92) 2910.983  (m)         9550.45   (f) ADJ UNCH    2 0
 JK0413
 JK0413.Superseded values are not recommended for survey control.
 JK0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0413.See file dsdata.txt to determine how the superseded data were derived.
 JK0413
 JK0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC836887(NAD 83)
 JK0413_MARKER: DB = BENCH MARK DISK
 JK0413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JK0413_SP_SET: CULVERT
 JK0413_STAMPING: D 291 1951
 JK0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK0413
 JK0413  HISTORY     - Date     Condition        Report By
 JK0413  HISTORY     - 1951     MONUMENTED       CGS
 JK0413
 JK0413                          STATION DESCRIPTION
 JK0413
 JK0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0413'0.4 MI NW FROM CRIPPLE CREEK.
 JK0413'0.45 MILE NORTHWEST ALONG STATE HIGHWAY 143 FROM THE COURTHOUSE AT
 JK0413'CRIPPLE CREEK, 72 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY
 JK0413'LEADING NORTH, 50 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A RED
 JK0413'BRICK HOUSE, 12 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET
 JK0413'IN THE TOP OF THE NORTHEAST END OF THE SOUTH HEADWALL OF A CONCRETE
 JK0413'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0773 ***********************************************************************
 JK0773  DESIGNATION -  D 292
 JK0773  PID         -  JK0773
 JK0773  STATE/COUNTY-  CO/TELLER
 JK0773  USGS QUAD   -  MOUNT BIG CHIEF (1994)
 JK0773
 JK0773                         *CURRENT SURVEY CONTROL
 JK0773  ___________________________________________________________________
 JK0773* NAD 83(1986)-  38 44 07.     (N)    104 56 58.     (W)     SCALED    
 JK0773* NAVD 88     -      3004.742  (meters)    9858.06   (feet)  ADJUSTED  
 JK0773  ___________________________________________________________________
 JK0773  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 JK0773  DYNAMIC HT  -        3000.917 (meters)    9845.51  (feet)  COMP
 JK0773  MODELED GRAV-     979,244.0   (mgal)                       NAVD 88
 JK0773
 JK0773  VERT ORDER  -  SECOND    CLASS 0
 JK0773
 JK0773.The horizontal coordinates were scaled from a topographic map and have
 JK0773.an estimated accuracy of +/- 6 seconds.
 JK0773
 JK0773.The orthometric height was determined by differential leveling
 JK0773.and adjusted by the National Geodetic Survey in June 1991..
 JK0773
 JK0773.The geoid height was determined by GEOID03.
 JK0773
 JK0773.The dynamic height is computed by dividing the NAVD 88
 JK0773.geopotential number by the normal gravity value computed on the
 JK0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0773.degrees latitude (g = 980.6199 gals.).
 JK0773
 JK0773.The modeled gravity was interpolated from observed gravity values.
 JK0773
 JK0773;                    North         East    Units  Estimated Accuracy
 JK0773;SPC CO C     -   405,070.      962,270.      MT  (+/- 180 meters Scaled)
 JK0773
 JK0773                          SUPERSEDED SURVEY CONTROL
 JK0773
 JK0773  NGVD 29 (??/??/92) 3003.322  (m)         9853.40   (f) ADJ UNCH    2 0
 JK0773
 JK0773.Superseded values are not recommended for survey control.
 JK0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0773.See file dsdata.txt to determine how the superseded data were derived.
 JK0773
 JK0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC043874(NAD 83)
 JK0773_MARKER: DB = BENCH MARK DISK
 JK0773_SETTING: 80 = SET IN A BOULDER
 JK0773_SP_SET: BOULDER
 JK0773_STAMPING: D 292 1951
 JK0773_MARK LOGO: CGS   
 JK0773_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0773+STABILITY: SURFACE MOTION
 JK0773
 JK0773  HISTORY     - Date     Condition        Report By
 JK0773  HISTORY     - 1951     MONUMENTED       CGS
 JK0773  HISTORY     - 19541118 GOOD             CGS
 JK0773
 JK0773                          STATION DESCRIPTION
 JK0773
 JK0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JK0773'1.9 MILES (3.1 KM) NORTH ALONG STATE HIGHWAY 67 FROM THE COURTHOUSE IN
 JK0773'CRIPPLE CREEK, THENCE 18.85 MILES (30.34 KM) EAST ALONG STATE HIGHWAY
 JK0773'336, ON THE INSIDE OF A CURVE IN THE HIGHWAY, 30 FEET (9.1 M)
 JK0773'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 10 FEET (3.0 M) SOUTHEAST
 JK0773'OF THE SOUTHEAST EDGE OF A GROVE OF SMALL ASPEN TREES, 4 FEET
 JK0773'(1.2 M) ABOVE THE LEVEL OF THE HIGHWAY, 3 FEET (0.9 M) ABOVE THE
 JK0773'GROUND, SET IN THE TOP OF A 5 BY 6 FOOT (1.8 M) GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0268 ***********************************************************************
 JK0268  DESIGNATION -  D 293
 JK0268  PID         -  JK0268
 JK0268  STATE/COUNTY-  CO/EL PASO
 JK0268  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK0268
 JK0268                         *CURRENT SURVEY CONTROL
 JK0268  ___________________________________________________________________
 JK0268* NAD 83(1986)-  38 50 51.     (N)    104 51 53.     (W)     SCALED    
 JK0268* NAVD 88     -      1858.006  (meters)    6095.81   (feet)  ADJUSTED  
 JK0268  ___________________________________________________________________
 JK0268  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 JK0268  DYNAMIC HT  -        1855.977 (meters)    6089.15  (feet)  COMP
 JK0268  MODELED GRAV-     979,470.3   (mgal)                       NAVD 88
 JK0268
 JK0268  VERT ORDER  -  SECOND    CLASS 0
 JK0268
 JK0268.The horizontal coordinates were scaled from a topographic map and have
 JK0268.an estimated accuracy of +/- 6 seconds.
 JK0268
 JK0268.The orthometric height was determined by differential leveling
 JK0268.and adjusted by the National Geodetic Survey in June 1991..
 JK0268
 JK0268.The geoid height was determined by GEOID03.
 JK0268
 JK0268.The dynamic height is computed by dividing the NAVD 88
 JK0268.geopotential number by the normal gravity value computed on the
 JK0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0268.degrees latitude (g = 980.6199 gals.).
 JK0268
 JK0268.The modeled gravity was interpolated from observed gravity values.
 JK0268
 JK0268;                    North         East    Units  Estimated Accuracy
 JK0268;SPC CO C     -   417,570.      969,550.      MT  (+/- 180 meters Scaled)
 JK0268
 JK0268                          SUPERSEDED SURVEY CONTROL
 JK0268
 JK0268  NGVD 29 (??/??/92) 1856.924  (m)         6092.26   (f) ADJ UNCH    2 0
 JK0268
 JK0268.Superseded values are not recommended for survey control.
 JK0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0268.See file dsdata.txt to determine how the superseded data were derived.
 JK0268
 JK0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC117998(NAD 83)
 JK0268_MARKER: DB = BENCH MARK DISK
 JK0268_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JK0268_SP_SET: CULVERT
 JK0268_STAMPING: D 293 1951
 JK0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK0268
 JK0268  HISTORY     - Date     Condition        Report By
 JK0268  HISTORY     - 1951     MONUMENTED       CGS
 JK0268  HISTORY     - 1954     GOOD             NGS
 JK0268  HISTORY     - 19970809 MARK NOT FOUND   USPSQD
 JK0268  HISTORY     - 20020119 MARK NOT FOUND   USPSQD
 JK0268
 JK0268                          STATION DESCRIPTION
 JK0268
 JK0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0268'2.7 MI NW FROM COLORADO SPRINGS.
 JK0268'2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE AT
 JK0268'COLORADO SPRINGS, THENCE 0.1 MILE SOUTHWEST ALONG STATE HIGHWAY 336,
 JK0268'40 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION WITH CUCHARRAS
 JK0268'STREET, 30 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 JK0268'TOP OF THE SOUTHWEST END OF THE WEST HEADWALL OF A SMALL CONCRETE
 JK0268
 JK0268                          STATION RECOVERY (1954)
 JK0268
 JK0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JK0268'RECOVERED IN GOOD CONDITION.
 JK0268
 JK0268                          STATION RECOVERY (1997)
 JK0268
 JK0268'RECOVERY NOTE BY US POWER SQUADRON 1997
 JK0268'MARK NOT FOUND.
 JK0268
 JK0268                          STATION RECOVERY (2002)
 JK0268
 JK0268'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 JK0268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0258 ***********************************************************************
 KK0258  DESIGNATION -  D 294
 KK0258  PID         -  KK0258
 KK0258  STATE/COUNTY-  CO/EL PASO
 KK0258  USGS QUAD   -  PALMER LAKE (1994)
 KK0258
 KK0258                         *CURRENT SURVEY CONTROL
 KK0258  ___________________________________________________________________
 KK0258* NAD 83(1986)-  39 03 50.     (N)    104 58 15.     (W)     SCALED    
 KK0258* NAVD 88     -      2776.255  (meters)    9108.43   (feet)  ADJUSTED  
 KK0258  ___________________________________________________________________
 KK0258  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 KK0258  DYNAMIC HT  -        2772.990 (meters)    9097.72  (feet)  COMP
 KK0258  MODELED GRAV-     979,348.8   (mgal)                       NAVD 88
 KK0258
 KK0258  VERT ORDER  -  SECOND    CLASS 0
 KK0258
 KK0258.The horizontal coordinates were scaled from a topographic map and have
 KK0258.an estimated accuracy of +/- 6 seconds.
 KK0258
 KK0258.The orthometric height was determined by differential leveling
 KK0258.and adjusted by the National Geodetic Survey in June 1991..
 KK0258
 KK0258.The geoid height was determined by GEOID03.
 KK0258
 KK0258.The dynamic height is computed by dividing the NAVD 88
 KK0258.geopotential number by the normal gravity value computed on the
 KK0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0258.degrees latitude (g = 980.6199 gals.).
 KK0258
 KK0258.The modeled gravity was interpolated from observed gravity values.
 KK0258
 KK0258;                    North         East    Units  Estimated Accuracy
 KK0258;SPC CO C     -   441,530.      960,200.      MT  (+/- 180 meters Scaled)
 KK0258
 KK0258                          SUPERSEDED SURVEY CONTROL
 KK0258
 KK0258  NGVD 29 (??/??/92) 2774.971  (m)         9104.22   (f) ADJ UNCH    2 0
 KK0258
 KK0258.Superseded values are not recommended for survey control.
 KK0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0258.See file dsdata.txt to determine how the superseded data were derived.
 KK0258
 KK0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED025238(NAD 83)
 KK0258_MARKER: DB = BENCH MARK DISK
 KK0258_SETTING: 80 = SET IN A BOULDER
 KK0258_STAMPING: D 294 1952
 KK0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0258+STABILITY: SURFACE MOTION
 KK0258
 KK0258  HISTORY     - Date     Condition        Report By
 KK0258  HISTORY     - 1952     MONUMENTED       CGS
 KK0258
 KK0258                          STATION DESCRIPTION
 KK0258
 KK0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0258'9.6 MI W FROM MONUMENT.
 KK0258'0.9 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE GRADE SCHOOL AT
 KK0258'MONUMENT, THENCE 8.7 MILES WEST ALONG A GRAVELED ROAD, 115 FEET
 KK0258'SOUTHWEST OF A 40X40 FOOT BOULDER, 0.15 MILE SOUTHWEST OF A
 KK0258'DOUGLAS FIR SIGN, 39 FEET EAST OF THE CENTER LINE OF THE ROAD,
 KK0258'5 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF THE CENTER
 KK0258'OF A 2X6 FOOT BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0286 ***********************************************************************
 KK0286  DESIGNATION -  D 295
 KK0286  PID         -  KK0286
 KK0286  STATE/COUNTY-  CO/EL PASO
 KK0286  USGS QUAD   -  EASTONVILLE (1975)
 KK0286
 KK0286                         *CURRENT SURVEY CONTROL
 KK0286  ___________________________________________________________________
 KK0286* NAD 83(1992)-  39 04 17.56687(N)    104 36 12.11045(W)     ADJUSTED  
 KK0286* NAVD 88     -      2263.276  (meters)    7425.43   (feet)  ADJUSTED  
 KK0286  ___________________________________________________________________
 KK0286  X           -  -1,250,563.092 (meters)                     COMP
 KK0286  Y           -  -4,799,830.333 (meters)                     COMP
 KK0286  Z           -   3,999,902.129 (meters)                     COMP
 KK0286  LAPLACE CORR-          -7.65  (seconds)                    DEFLEC99
 KK0286  ELLIP HEIGHT-        2245.81  (meters)          (12/03/02) GPS OBS
 KK0286  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 KK0286  DYNAMIC HT  -        2260.724 (meters)    7417.06  (feet)  COMP
 KK0286  MODELED GRAV-     979,418.3   (mgal)                       NAVD 88
 KK0286
 KK0286  HORZ ORDER  -  FIRST
 KK0286  VERT ORDER  -  SECOND    CLASS 0
 KK0286  ELLP ORDER  -  FOURTH    CLASS II
 KK0286
 KK0286.The horizontal coordinates were established by GPS observations
 KK0286.and adjusted by the National Geodetic Survey in October 1997..
 KK0286
 KK0286.The orthometric height was determined by differential leveling
 KK0286.and adjusted by the National Geodetic Survey in June 1991..
 KK0286
 KK0286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK0286
 KK0286.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK0286
 KK0286.The ellipsoidal height was determined by GPS observations
 KK0286.and is referenced to NAD 83.
 KK0286
 KK0286.The geoid height was determined by GEOID03.
 KK0286
 KK0286.The dynamic height is computed by dividing the NAVD 88
 KK0286.geopotential number by the normal gravity value computed on the
 KK0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0286.degrees latitude (g = 980.6199 gals.).
 KK0286
 KK0286.The modeled gravity was interpolated from observed gravity values.
 KK0286
 KK0286;                    North         East     Units Scale Factor Converg.
 KK0286;SPC CO C     -   442,633.993   991,989.673   MT  0.99993604   +0 33 55.8
 KK0286;SPC CO C     - 1,452,208.36  3,254,552.79   sFT  0.99993604   +0 33 55.8
 KK0286;UTM  13      - 4,324,791.062   534,310.847   MT  0.99961450   +0 14 60.0
 KK0286
 KK0286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK0286!SPC CO C     -   0.99964777  x   0.99993604  =   0.99958383
 KK0286!UTM  13      -   0.99964777  x   0.99961450  =   0.99926240
 KK0286
 KK0286                          SUPERSEDED SURVEY CONTROL
 KK0286
 KK0286  ELLIP H (10/31/97) 2245.82   (m)                       GP(       ) 4 1
 KK0286  NAVD 88 (10/31/97) 2263.28   (m)         7425.4    (f) LEVELING    3  
 KK0286  NGVD 29 (??/??/92) 2262.047  (m)         7421.40   (f) ADJ UNCH    2 0
 KK0286
 KK0286.Superseded values are not recommended for survey control.
 KK0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0286.See file dsdata.txt to determine how the superseded data were derived.
 KK0286
 KK0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED3431124791(NAD 83)
 KK0286_MARKER: DB = BENCH MARK DISK
 KK0286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0286_STAMPING: D 295 1952
 KK0286_MARK LOGO: CGS   
 KK0286_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0286+STABILITY: SURFACE MOTION
 KK0286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0286+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1997
 KK0286
 KK0286  HISTORY     - Date     Condition        Report By
 KK0286  HISTORY     - 1952     MONUMENTED       CGS
 KK0286  HISTORY     - 19970114 GOOD             CODOT
 KK0286
 KK0286                          STATION DESCRIPTION
 KK0286
 KK0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0286'2.8 MI W FROM EASTONVILLE.
 KK0286'2.8 MILES WEST ALONG STATE HIGHWAY 50 FROM THE GRADE SCHOOL AT
 KK0286'EASTONVILLE, AT A JUNCTION WITH STATE HIGHWAY 157, 84 FEET
 KK0286'NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 50, 52 FEET WEST
 KK0286'OF THE CENTER LINE OF STATE HIGHWAY 157, 1 FOOT EAST OF A FENCE, 3
 KK0286'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 KK0286'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 KK0286
 KK0286                          STATION RECOVERY (1997)
 KK0286
 KK0286'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 KK0286'THE STATION IS LOCATED ABOUT 13.5 MI (21.7 KM) EAST-NORTHEAST OF
 KK0286'MONUMENT, 9.5 MI (15.3 KM) NORTH OF FALCON AND 7 MI (11.3 KM)
 KK0286'NORTHWEST OF PAYTON, IN THE SOUTHWEST 1/4 OF SECTION 19, T 11 S, R 64
 KK0286'W.  OWNERSHIP--  TO REACH THE STATION, GO TO THE NORTHWEST CORNER OF
 KK0286'THE INTERSECTION OF MERIDIAN ROAD AND HODGEN ROAD AND THE STATION  THE
 KK0286'MARK IS A STANDARD DISK SET IN A 20 CM ROUND CONCRETE POST, PROJECTING
 KK0286'10 CM ABOVE THE GROUND.  IT IS 19.5 M (64.0 FT) NORTH FROM THE CENTER
 KK0286'LINE OF HODGEN ROAD, 14.9 M (48.9 FT) WEST FROM THE CENTER LINE OF
 KK0286'MERIDIAN ROAD, 11.7 M (38.4 FT) NORTHWEST FROM A FENCE CORNER, 10.5 M
 KK0286'(34.4 FT) NORTH FROM A PLASTIC WITNESS POST AND RIGHT-OF-WAY FENCE,
 KK0286'5.5 M (18.0 FT) WEST FROM A RIGHT-OF-WAY FENCE ON MERIDIAN ROAD, 0.9 M
 KK0286'(3.0 FT) SOUTH FROM A WOODEN WITNESS POST AND ABOUT 40 CM BELOW THE
 KK0286'ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0296 ***********************************************************************
 LM0296  DESIGNATION -  D 296
 LM0296  PID         -  LM0296
 LM0296  STATE/COUNTY-  CO/GRAND
 LM0296  USGS QUAD   -  LAKE AGNES (1956)
 LM0296
 LM0296                         *CURRENT SURVEY CONTROL
 LM0296  ___________________________________________________________________
 LM0296* NAD 83(1992)-  40 21 43.69291(N)    106 34 17.37449(W)     ADJUSTED  
 LM0296* NAVD 88     -      2550.050  (meters)    8366.29   (feet)  ADJUSTED  
 LM0296  ___________________________________________________________________
 LM0296  X           -  -1,388,608.562 (meters)                     COMP
 LM0296  Y           -  -4,666,473.920 (meters)                     COMP
 LM0296  Z           -   4,110,350.793 (meters)                     COMP
 LM0296  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 LM0296  ELLIP HEIGHT-        2538.07  (meters)          (12/03/02) GPS OBS
 LM0296  GEOID HEIGHT-         -12.03  (meters)                     GEOID03
 LM0296  DYNAMIC HT  -        2547.307 (meters)    8357.29  (feet)  COMP
 LM0296  MODELED GRAV-     979,457.0   (mgal)                       NAVD 88
 LM0296
 LM0296  HORZ ORDER  -  FIRST
 LM0296  VERT ORDER  -  SECOND    CLASS 0
 LM0296  ELLP ORDER  -  FOURTH    CLASS II
 LM0296
 LM0296.The horizontal coordinates were established by GPS observations
 LM0296.and adjusted by the National Geodetic Survey in April 1997..
 LM0296
 LM0296.The orthometric height was determined by differential leveling
 LM0296.and adjusted by the National Geodetic Survey in June 1991..
 LM0296
 LM0296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LM0296
 LM0296.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0296
 LM0296.The ellipsoidal height was determined by GPS observations
 LM0296.and is referenced to NAD 83.
 LM0296
 LM0296.The geoid height was determined by GEOID03.
 LM0296
 LM0296.The dynamic height is computed by dividing the NAVD 88
 LM0296.geopotential number by the normal gravity value computed on the
 LM0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0296.degrees latitude (g = 980.6199 gals.).
 LM0296
 LM0296.The modeled gravity was interpolated from observed gravity values.
 LM0296
 LM0296;                    North         East     Units Scale Factor Converg.
 LM0296;SPC CO N     -   419,579.681   823,394.074   MT  0.99995873   -0 41 32.4
 LM0296;SPC CO N     - 1,376,571.00  2,701,418.72   sFT  0.99995873   -0 41 32.4
 LM0296;UTM  13      - 4,469,137.364   366,566.413   MT  0.99981917   -1 01 04.3
 LM0296
 LM0296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0296!SPC CO N     -   0.99960201  x   0.99995873  =   0.99956075
 LM0296!UTM  13      -   0.99960201  x   0.99981917  =   0.99942125
 LM0296
 LM0296                          SUPERSEDED SURVEY CONTROL
 LM0296
 LM0296  ELLIP H (04/07/97) 2538.06   (m)                       GP(       ) 2 1
 LM0296  NAVD 88 (04/07/97) 2550.05   (m)         8366.3    (f) LEVELING    3  
 LM0296  NGVD 29 (??/??/92) 2548.685  (m)         8361.81   (f) ADJ UNCH    2 0
 LM0296
 LM0296.Superseded values are not recommended for survey control.
 LM0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0296.See file dsdata.txt to determine how the superseded data were derived.
 LM0296
 LM0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE6656669137(NAD 83)
 LM0296_MARKER: DB = BENCH MARK DISK
 LM0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0296_STAMPING: D 296 1951
 LM0296_MARK LOGO: CGS   
 LM0296_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LM0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0296+STABILITY: SURFACE MOTION
 LM0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LM0296+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1996
 LM0296
 LM0296  HISTORY     - Date     Condition        Report By
 LM0296  HISTORY     - 1951     MONUMENTED       CGS
 LM0296  HISTORY     - 19960823 GOOD             CODOT
 LM0296
 LM0296                          STATION DESCRIPTION
 LM0296
 LM0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LM0296'25.35 MI NW FROM KREMMLING.
 LM0296'25.35 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LM0296'KREMMLING, AT THE ENTRANCE TO THE SMOLE BROTHERS LUMBER COMPANY, 98
 LM0296'FEET SOUTH OF THE SOUTHWEST CORNER OF A HOUSE, 96 FEET NORTHEAST OF
 LM0296'THE CENTER LINE OF THE HIGHWAY, 56 FEET SOUTHEAST OF THE CENTER LINE
 LM0296'OF A PRIVATE DRIVEWAY, 25 FEET WEST OF A TELEPHONE POLE, 1 FOOT
 LM0296'NORTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LM0296'0.3 FOOT ABOVE THE GROUND.
 LM0296
 LM0296                          STATION RECOVERY (1996)
 LM0296
 LM0296'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (RSC)
 LM0296'THE STATION IS LOCATED ABOUT 25.4 MI (40.9 KM) NORTHWEST FROM
 LM0296'KREMMLING, 1.4 MI (2.3 KM) NORTHEAST OF THE CENTER OF LAKE AGNES AND
 LM0296'AT THE UNOCCUPIED CABINS OF THE OLD SMOLE BROTHERS LUMBER COMPANY, ON
 LM0296'THE SOUTHERN SECTION LINE OF THE SOUTHWEST 1/4 OF SECTION 26, T 5 N, R
 LM0296'82 W, AT U.  S.  HIGHWAY 40 MILEPOST 158.65.  OWNERSHIP--COLORADO
 LM0296'DEPT.  OF TRANSPORTATION RIGHT-OF-WAY  TO REACH THE STATION FROM THE
 LM0296'INTERSECTION OF U.  S.  HIGHWAY 40 AND STATE HIGHWAY 14, GO
 LM0296'SOUTHEASTERLY ON U.  S.  HIGHWAY 40 FOR 1.35 MI (2.17 KM) TO THE
 LM0296'STATION ON THE LEFT  THE DISK IS A STANDARD DISK SET IN A ROUND 12-IN
 LM0296'CONCRETE POST PROJECTING 8 CM ABOVE THE GROUND.  IT IS 29.9 M (98.1
 LM0296'FT) NORTH-NORTHEAST FROM THE CENTER LINE OF U.  S.  HIGHWAY 40, 15.8 M
 LM0296'(51.8 FT) EAST-SOUTHEAST FROM THE CENTER OF A GATE TO A CABIN NUMBER
 LM0296'6737, 10.7 M (35.1 FT) EAST-SOUTHEAST FROM A TELEPHONE RISER BOX
 LM0296'NUMBER 1402, 0.7 M (2.3 FT) NORTH-NORTHEAST FROM A WITNESS POST AND
 LM0296'NORTHERN RIGHT-OF-WAY FENCE AND ABOUT 2 M (6.6 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0212 ***********************************************************************
 LM0212  DESIGNATION -  D 297
 LM0212  PID         -  LM0212
 LM0212  STATE/COUNTY-  CO/GRAND
 LM0212  USGS QUAD   -  KREMMLING (1981)
 LM0212
 LM0212                         *CURRENT SURVEY CONTROL
 LM0212  ___________________________________________________________________
 LM0212* NAD 83(1986)-  40 05 30.     (N)    106 25 09.     (W)     SCALED    
 LM0212* NAVD 88     -      2277.452  (meters)    7471.94   (feet)  ADJUSTED  
 LM0212  ___________________________________________________________________
 LM0212  GEOID HEIGHT-         -12.64  (meters)                     GEOID03
 LM0212  DYNAMIC HT  -        2275.018 (meters)    7463.95  (feet)  COMP
 LM0212  MODELED GRAV-     979,475.3   (mgal)                       NAVD 88
 LM0212
 LM0212  VERT ORDER  -  SECOND    CLASS 0
 LM0212
 LM0212.The horizontal coordinates were scaled from a topographic map and have
 LM0212.an estimated accuracy of +/- 6 seconds.
 LM0212
 LM0212.The orthometric height was determined by differential leveling
 LM0212.and adjusted by the National Geodetic Survey in June 1991..
 LM0212
 LM0212.The geoid height was determined by GEOID03.
 LM0212
 LM0212.The dynamic height is computed by dividing the NAVD 88
 LM0212.geopotential number by the normal gravity value computed on the
 LM0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0212.degrees latitude (g = 980.6199 gals.).
 LM0212
 LM0212.The modeled gravity was interpolated from observed gravity values.
 LM0212
 LM0212;                    North         East    Units  Estimated Accuracy
 LM0212;SPC CO N     -   389,410.      836,020.      MT  (+/- 180 meters Scaled)
 LM0212
 LM0212                          SUPERSEDED SURVEY CONTROL
 LM0212
 LM0212  NGVD 29 (??/??/92) 2276.135  (m)         7467.62   (f) ADJ UNCH    2 0
 LM0212
 LM0212.Superseded values are not recommended for survey control.
 LM0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0212.See file dsdata.txt to determine how the superseded data were derived.
 LM0212
 LM0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE790388(NAD 83)
 LM0212_MARKER: DB = BENCH MARK DISK
 LM0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0212_STAMPING: D 297 1951
 LM0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0212+STABILITY: SURFACE MOTION
 LM0212
 LM0212  HISTORY     - Date     Condition        Report By
 LM0212  HISTORY     - 1951     MONUMENTED       CGS
 LM0212
 LM0212                          STATION DESCRIPTION
 LM0212
 LM0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LM0212'2.6 MI NW FROM KREMMLING.
 LM0212'2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LM0212'KREMMLING, AT THE NORTHWEST END OF A DEEP CUT, 66 FEET SOUTHWEST OF
 LM0212'THE CENTER LINE OF THE HIGHWAY, 2.4 FEET SOUTHEAST OF A GATE POST, 2
 LM0212'FEET SOUTHWEST OF A FENCE, 2 FEET NORTHWEST OF A WITNESS POST, SET IN
 LM0212'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0048 ***********************************************************************
 KL0048  DESIGNATION -  D 298
 KL0048  PID         -  KL0048
 KL0048  STATE/COUNTY-  CO/SUMMIT
 KL0048  USGS QUAD   -  WILLOW LAKES (1987)
 KL0048
 KL0048                         *CURRENT SURVEY CONTROL
 KL0048  ___________________________________________________________________
 KL0048* NAD 83(1986)-  39 44 59.     (N)    106 07 55.     (W)     SCALED    
 KL0048* NAVD 88     -      2545.869  (meters)    8352.57   (feet)  ADJUSTED  
 KL0048  ___________________________________________________________________
 KL0048  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 KL0048  DYNAMIC HT  -        2542.833 (meters)    8342.61  (feet)  COMP
 KL0048  MODELED GRAV-     979,342.3   (mgal)                       NAVD 88
 KL0048
 KL0048  VERT ORDER  -  SECOND    CLASS 0
 KL0048
 KL0048.The horizontal coordinates were scaled from a topographic map and have
 KL0048.an estimated accuracy of +/- 6 seconds.
 KL0048
 KL0048.The orthometric height was determined by differential leveling
 KL0048.and adjusted by the National Geodetic Survey in June 1991..
 KL0048
 KL0048.The geoid height was determined by GEOID03.
 KL0048
 KL0048.The dynamic height is computed by dividing the NAVD 88
 KL0048.geopotential number by the normal gravity value computed on the
 KL0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0048.degrees latitude (g = 980.6199 gals.).
 KL0048
 KL0048.The modeled gravity was interpolated from observed gravity values.
 KL0048
 KL0048;                    North         East    Units  Estimated Accuracy
 KL0048;SPC CO C     -   517,730.      860,240.      MT  (+/- 180 meters Scaled)
 KL0048
 KL0048                          SUPERSEDED SURVEY CONTROL
 KL0048
 KL0048  NGVD 29 (??/??/92) 2544.327  (m)         8347.51   (f) ADJ UNCH    2 0
 KL0048
 KL0048.Superseded values are not recommended for survey control.
 KL0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0048.See file dsdata.txt to determine how the superseded data were derived.
 KL0048
 KL0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE030005(NAD 83)
 KL0048_MARKER: DB = BENCH MARK DISK
 KL0048_SETTING: 80 = SET IN A BOULDER
 KL0048_SP_SET: BOULDER
 KL0048_STAMPING: D 298 1951
 KL0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0048+STABILITY: SURFACE MOTION
 KL0048
 KL0048  HISTORY     - Date     Condition        Report By
 KL0048  HISTORY     - 1951     MONUMENTED       CGS
 KL0048  HISTORY     - 1970     MARK NOT FOUND   USGS
 KL0048
 KL0048                          STATION DESCRIPTION
 KL0048
 KL0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0048'10.75 MI NW FROM DILLON.
 KL0048'10.75 MILES NORTHWEST ALONG STATE HIGHWAY 9 FROM THE PUBLIC SCHOOL AT
 KL0048'DILLON, 132 FEET NORTHEAST OF A POWER POLE, 50 FEET EAST OF THE CENTER
 KL0048'LINE OF THE HIGHWAY, 31 FEET EAST OF A FENCE, 8 FEET BELOW THE LEVEL
 KL0048'OF THE HIGHWAY, SET IN THE TOP OF A GRANITE BOULDER WHICH PROJECTS 1
 KL0048'FOOT ABOVE THE GROUND.  NOTE-- HIGHWAY HAS BEEN WIDENED AND RAISED.
 KL0048
 KL0048                          STATION RECOVERY (1970)
 KL0048
 KL0048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 KL0048'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0202 ***********************************************************************
 LM0202  DESIGNATION -  D 299
 LM0202  PID         -  LM0202
 LM0202  STATE/COUNTY-  CO/GRAND
 LM0202  USGS QUAD   -  KREMMLING (1981)
 LM0202
 LM0202                         *CURRENT SURVEY CONTROL
 LM0202  ___________________________________________________________________
 LM0202* NAD 83(1992)-  40 01 28.94713(N)    106 22 39.14053(W)     ADJUSTED  
 LM0202* NAVD 88     -      2244.974  (meters)    7365.39   (feet)  ADJUSTED  
 LM0202  ___________________________________________________________________
 LM0202  X           -  -1,379,558.714 (meters)                     COMP
 LM0202  Y           -  -4,694,131.620 (meters)                     COMP
 LM0202  Z           -   4,081,522.312 (meters)                     COMP
 LM0202  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 LM0202  ELLIP HEIGHT-        2232.18  (meters)          (10/21/02) GPS OBS
 LM0202  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 LM0202  DYNAMIC HT  -        2242.552 (meters)    7357.44  (feet)  COMP
 LM0202  MODELED GRAV-     979,466.8   (mgal)                       NAVD 88
 LM0202
 LM0202  HORZ ORDER  -  FIRST
 LM0202  VERT ORDER  -  SECOND    CLASS 0
 LM0202  ELLP ORDER  -  FIFTH     CLASS I
 LM0202
 LM0202.The horizontal coordinates were established by GPS observations
 LM0202.and adjusted by the National Geodetic Survey in June 2000..
 LM0202
 LM0202.The orthometric height was determined by differential leveling
 LM0202.and adjusted by the National Geodetic Survey in June 1991..
 LM0202
 LM0202.Photographs are available for this station.
 LM0202
 LM0202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LM0202
 LM0202.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0202
 LM0202.The ellipsoidal height was determined by GPS observations
 LM0202.and is referenced to NAD 83.
 LM0202
 LM0202.The geoid height was determined by GEOID03.
 LM0202
 LM0202.The dynamic height is computed by dividing the NAVD 88
 LM0202.geopotential number by the normal gravity value computed on the
 LM0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0202.degrees latitude (g = 980.6199 gals.).
 LM0202
 LM0202.The modeled gravity was interpolated from observed gravity values.
 LM0202
 LM0202;                    North         East     Units Scale Factor Converg.
 LM0202;SPC CO N     -   381,934.416   839,496.277   MT  0.99996459   -0 34 01.2
 LM0202;SPC CO N     - 1,253,063.16  2,754,247.37   sFT  0.99996459   -0 34 01.2
 LM0202;UTM  13      - 4,431,408.376   382,454.091   MT  0.99977010   -0 53 09.7
 LM0202
 LM0202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0202!SPC CO N     -   0.99964994  x   0.99996459  =   0.99961455
 LM0202!UTM  13      -   0.99964994  x   0.99977010  =   0.99942012
 LM0202
 LM0202                          SUPERSEDED SURVEY CONTROL
 LM0202
 LM0202  ELLIP H (06/30/00) 2232.16   (m)                       GP(       ) 1 1
 LM0202  NAVD 88 (06/30/00) 2244.97   (m)         7365.4    (f) LEVELING    3  
 LM0202  NGVD 29 (??/??/92) 2243.647  (m)         7361.03   (f) ADJ UNCH    2 0
 LM0202
 LM0202.Superseded values are not recommended for survey control.
 LM0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0202.See file dsdata.txt to determine how the superseded data were derived.
 LM0202
 LM0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE8245431408(NAD 83)
 LM0202_MARKER: DB = BENCH MARK DISK
 LM0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0202_STAMPING: D 299 1951
 LM0202_MARK LOGO: CGS   
 LM0202_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LM0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0202+STABILITY: SURFACE MOTION
 LM0202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LM0202+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1999
 LM0202
 LM0202  HISTORY     - Date     Condition        Report By
 LM0202  HISTORY     - 1951     MONUMENTED       CGS
 LM0202  HISTORY     - 19930908 GOOD             CODOT
 LM0202  HISTORY     - 19990518 GOOD             NGS
 LM0202
 LM0202                          STATION DESCRIPTION
 LM0202
 LM0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LM0202'3.6 MI SE FROM KREMMLING.
 LM0202'3.65 MILES SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 LM0202'KREMMLING, AT A JUNCTION WITH THE OLD HIGHWAY LEADING NORTHWEST, 265
 LM0202'FEET SOUTHWEST OF A POWER POLE, 114 FEET EAST OF A FENCE, 82 FEET WEST
 LM0202'OF THE CENTER LINE OF THE HIGHWAY, 2.5 FEET WEST OF A WITNESS POST, 29
 LM0202'FEET EAST OF THE CENTER LINE OF THE OLD HIGHWAY, SET IN THE TOP OF A
 LM0202'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 LM0202
 LM0202                          STATION RECOVERY (1993)
 LM0202
 LM0202'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1993 (KW)
 LM0202'RECOVERED AS DESCRIBED.
 LM0202
 LM0202                          STATION RECOVERY (1999)
 LM0202
 LM0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 LM0202'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) SOUTHWEST OF TROUBLESOME,
 LM0202'2.4 MI (3.9 KM) SOUTH-SOUTHEAST OF KREMMLING AND 2.2 MI (3.5 KM)
 LM0202'SOUTH-SOUTHWEST OF THE AIRPORT, IN THE NORTHEAST 1/4 OF SECTION 29, T
 LM0202'1 N, R 80 W, AT STATE HIGHWAY 9 MILEPOST 135.8.  OWNERSHIP--COLORADO
 LM0202'DEPT.  OF TRANSPORTATION RIGHT-OF-WAY
 LM0202'TO REACH THE STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY 40 AND
 LM0202'STATE HIGHWAY 9 IN KREMMLING, GO SOUTH ON STATE HIGHWAY 9 FOR 3.05 MI
 LM0202'(4.91 KM) TO THE STATION ON THE RIGHT
 LM0202'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 LM0202'POST PROJECTING 2 CM ABOVE THE GROUND.  IT IS 25.0 M (82.0 FT) WEST
 LM0202'FROM THE CENTER LINE OF THE HIGHWAY, 13.0 M (42.7 FT) EAST FROM A
 LM0202'FENCE, 0.8 M (2.6 FT) WEST FROM A WOODEN WITNESS POST, 0.35 M (1.15
 LM0202'FT) EAST-NORTHEAST FROM A CDOT WITNESS POST AND 0.3 M (1.0 FT) EAST
 LM0202'FROM A METAL WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0293 ***********************************************************************
 LL0293  DESIGNATION -  D 3
 LL0293  PID         -  LL0293
 LL0293  STATE/COUNTY-  CO/WELD
 LL0293  USGS QUAD   -  NUNN (1975)
 LL0293
 LL0293                         *CURRENT SURVEY CONTROL
 LL0293  ___________________________________________________________________
 LL0293* NAD 83(1986)-  40 38 16.     (N)    104 45 10.     (W)     SCALED    
 LL0293* NAVD 88     -      1535.386  (meters)    5037.35   (feet)  ADJUSTED  
 LL0293  ___________________________________________________________________
 LL0293  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 LL0293  DYNAMIC HT  -        1534.105 (meters)    5033.14  (feet)  COMP
 LL0293  MODELED GRAV-     979,736.7   (mgal)                       NAVD 88
 LL0293
 LL0293  VERT ORDER  -  FIRST     CLASS II
 LL0293
 LL0293.The horizontal coordinates were scaled from a topographic map and have
 LL0293.an estimated accuracy of +/- 6 seconds.
 LL0293
 LL0293.The orthometric height was determined by differential leveling
 LL0293.and adjusted by the National Geodetic Survey in June 1991..
 LL0293
 LL0293.The geoid height was determined by GEOID03.
 LL0293
 LL0293.The dynamic height is computed by dividing the NAVD 88
 LL0293.geopotential number by the normal gravity value computed on the
 LL0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0293.degrees latitude (g = 980.6199 gals.).
 LL0293
 LL0293.The modeled gravity was interpolated from observed gravity values.
 LL0293
 LL0293;                    North         East    Units  Estimated Accuracy
 LL0293;SPC CO N     -   449,900.      977,610.      MT  (+/- 180 meters Scaled)
 LL0293
 LL0293                          SUPERSEDED SURVEY CONTROL
 LL0293
 LL0293  NGVD 29 (??/??/92) 1534.466  (m)         5034.33   (f) ADJ UNCH    1 2
 LL0293
 LL0293.Superseded values are not recommended for survey control.
 LL0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0293.See file dsdata.txt to determine how the superseded data were derived.
 LL0293
 LL0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE209985(NAD 83)
 LL0293_MARKER: H = DRILL HOLE
 LL0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0293_SP_SET: STONE
 LL0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0293+STABILITY: SURFACE MOTION
 LL0293
 LL0293  HISTORY     - Date     Condition        Report By
 LL0293  HISTORY     - UNK      MONUMENTED       CGS
 LL0293  HISTORY     - 1956     GOOD             NGS
 LL0293  HISTORY     - 1983     MARK NOT FOUND   NGS
 LL0293
 LL0293                          STATION DESCRIPTION
 LL0293
 LL0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0293'AT PIERCE.
 LL0293'AT PIERCE, 7 RAILS NORTH OF THE NORTH END OF THE UNION PACIFIC
 LL0293'RAILROAD STATION, 55 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 LL0293'THE SECTION FOREMANS HOUSE, 52.4 FEET EAST OF THE EAST RAIL OF THE
 LL0293'MAIN TRACK, 1.9 FEET SOUTHWEST OF A 25 INCH COTTONWOOD TREE, IN
 LL0293'THE TOP OF A STONE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND,
 LL0293'IN THE NORTHWEST 1/4 OF SECTION 23, TOWNSHIP 8 NORTH, RANGE 66 WEST.
 LL0293
 LL0293                          STATION RECOVERY (1983)
 LL0293
 LL0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0085 ***********************************************************************
 LK0085  DESIGNATION -  D 30
 LK0085  PID         -  LK0085
 LK0085  STATE/COUNTY-  CO/YUMA
 LK0085  USGS QUAD   -  WRAY (1984)
 LK0085
 LK0085                         *CURRENT SURVEY CONTROL
 LK0085  ___________________________________________________________________
 LK0085* NAD 83(1986)-  40 05 04.     (N)    102 10 45.     (W)     SCALED    
 LK0085* NAVD 88     -      1064.518  (meters)    3492.51   (feet)  ADJUSTED  
 LK0085  ___________________________________________________________________
 LK0085  GEOID HEIGHT-         -22.09  (meters)                     GEOID03
 LK0085  DYNAMIC HT  -        1063.717 (meters)    3489.88  (feet)  COMP
 LK0085  MODELED GRAV-     979,836.7   (mgal)                       NAVD 88
 LK0085
 LK0085  VERT ORDER  -  FIRST     CLASS II
 LK0085
 LK0085.The horizontal coordinates were scaled from a topographic map and have
 LK0085.an estimated accuracy of +/- 6 seconds.
 LK0085
 LK0085.The orthometric height was determined by differential leveling
 LK0085.and adjusted by the National Geodetic Survey in June 1991..
 LK0085
 LK0085.The geoid height was determined by GEOID03.
 LK0085
 LK0085.The dynamic height is computed by dividing the NAVD 88
 LK0085.geopotential number by the normal gravity value computed on the
 LK0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0085.degrees latitude (g = 980.6199 gals.).
 LK0085
 LK0085.The modeled gravity was interpolated from observed gravity values.
 LK0085
 LK0085;                    North         East    Units  Estimated Accuracy
 LK0085;SPC CO N     -   393,500.    1,197,550.      MT  (+/- 180 meters Scaled)
 LK0085
 LK0085                          SUPERSEDED SURVEY CONTROL
 LK0085
 LK0085  NGVD 29 (??/??/92) 1064.048  (m)         3490.96   (f) ADJ UNCH    1 2
 LK0085
 LK0085.Superseded values are not recommended for survey control.
 LK0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0085.See file dsdata.txt to determine how the superseded data were derived.
 LK0085
 LK0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE405409(NAD 83)
 LK0085_MARKER: DB = BENCH MARK DISK
 LK0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0085_STAMPING: 3490.964 D 30 1933
 LK0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0085+STABILITY: SURFACE MOTION
 LK0085
 LK0085  HISTORY     - Date     Condition        Report By
 LK0085  HISTORY     - 1933     MONUMENTED       CGS
 LK0085  HISTORY     - 1934     GOOD             NGS
 LK0085
 LK0085                          STATION DESCRIPTION
 LK0085
 LK0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LK0085'2.5 MI E FROM WRAY.
 LK0085'2.5 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LK0085'FROM THE STATION AT WRAY, YUMA COUNTY, 6 POLES WEST OF MILEPOST 375,
 LK0085'46 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 34, AND 33.6 FEET
 LK0085'SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED D 30 1933 AND
 LK0085'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 LK0085'GROUND.  NOW STAMPED 3490.964 D 30 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE7675 ***********************************************************************
 AE7675  DESIGNATION -  D 300 RESET
 AE7675  PID         -  AE7675
 AE7675  STATE/COUNTY-  CO/SUMMIT
 AE7675  USGS QUAD   -  LOVELAND PASS (1987)
 AE7675
 AE7675                         *CURRENT SURVEY CONTROL
 AE7675  ___________________________________________________________________
 AE7675* NAD 83(1986)-  39 37 35.     (N)    105 54 42.     (W)     SCALED    
 AE7675* NAVD 88     -      3056.84   (meters)   10029.0    (feet)  RESET     
 AE7675  ___________________________________________________________________
 AE7675  GEOID HEIGHT-         -12.38  (meters)                     GEOID03
 AE7675
 AE7675  VERT ORDER  -  THIRD
 AE7675
 AE7675.The horizontal coordinates were scaled from a topographic map and have
 AE7675.an estimated accuracy of +/- 6 seconds.
 AE7675
 AE7675.The orthometric height was computed from unverified reset data.
 AE7675
 AE7675.The geoid height was determined by GEOID03.
 AE7675
 AE7675;                    North         East    Units  Estimated Accuracy
 AE7675;SPC CO C     -   503,930.      879,060.      MT  (+/- 180 meters Scaled)
 AE7675
 AE7675                          SUPERSEDED SURVEY CONTROL
 AE7675
 AE7675.No superseded survey control is available for this station.
 AE7675
 AE7675_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD217866(NAD 83)
 AE7675_MARKER: DV = VERTICAL CONTROL DISK
 AE7675_SETTING: 80 = SET IN A BOULDER
 AE7675_STAMPING: D 300 RESET 1994
 AE7675_MARK LOGO: NGS   
 AE7675_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7675+STABILITY: SURFACE MOTION
 AE7675
 AE7675  HISTORY     - Date     Condition        Report By
 AE7675  HISTORY     - 1994     MONUMENTED       NGS
 AE7675
 AE7675                          STATION DESCRIPTION
 AE7675
 AE7675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RSC)
 AE7675'3.9 MI (6.3 KM) EAST ALONG U.  S.  HIGHWAY 6 FROM THE LIGHT AT
 AE7675'KEYSTONE TO THE STATION ON THE RIGHT, AT U.  S.  HIGHWAY 6 MILEPOST
 AE7675'218.8, AT THE EAST END OF THE TRUCK ESCAPE RAMP.  THE MARK IS A DISK
 AE7675'SET INTO THE TOP OF A DRILL HOLE ON A 2.4 M (7.9 FT) BY 3.6 M (11.8
 AE7675'FT) BY 1.2 M (3.9 FT) HIGH BOULDER.  IT IS 40.0 M (131.2 FT) EAST FROM
 AE7675'A CULVERT, 25.5 M (83.7 FT) NORTH FROM A ROCK CAIRN (LAND CORNER) ,
 AE7675'16.0 M (52.5 FT) SOUTH FROM THE CENTER LINE OF U.  S. HIGHWAY 6, 8.3 M
 AE7675'(27.2 FT) SOUTH FROM THE EDGE OF THE HIGHWAY FILL, 1.5 M (4.9 FT) WEST
 AE7675'FROM A WITNESS POST AND ABOUT 6 M (19.7 FT) LOWER THE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1140 ***********************************************************************
 KK1140  DESIGNATION -  D 301
 KK1140  PID         -  KK1140
 KK1140  STATE/COUNTY-  CO/CLEAR CREEK
 KK1140  USGS QUAD   -  GEORGETOWN (1974)
 KK1140
 KK1140                         *CURRENT SURVEY CONTROL
 KK1140  ___________________________________________________________________
 KK1140* NAD 83(1986)-  39 41 47.     (N)    105 44 38.     (W)     SCALED    
 KK1140* NAVD 88     -      2829.425  (meters)    9282.87   (feet)  ADJUSTED  
 KK1140  ___________________________________________________________________
 KK1140  GEOID HEIGHT-         -12.32  (meters)                     GEOID03
 KK1140  DYNAMIC HT  -        2825.928 (meters)    9271.40  (feet)  COMP
 KK1140  MODELED GRAV-     979,288.1   (mgal)                       NAVD 88
 KK1140
 KK1140  VERT ORDER  -  FIRST     CLASS II
 KK1140
 KK1140.The horizontal coordinates were scaled from a topographic map and have
 KK1140.an estimated accuracy of +/- 6 seconds.
 KK1140
 KK1140.The orthometric height was determined by differential leveling
 KK1140.and adjusted by the National Geodetic Survey in June 1991..
 KK1140
 KK1140.The geoid height was determined by GEOID03.
 KK1140
 KK1140.The dynamic height is computed by dividing the NAVD 88
 KK1140.geopotential number by the normal gravity value computed on the
 KK1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1140.degrees latitude (g = 980.6199 gals.).
 KK1140
 KK1140.The modeled gravity was interpolated from observed gravity values.
 KK1140
 KK1140;                    North         East    Units  Estimated Accuracy
 KK1140;SPC CO C     -   511,650.      893,480.      MT  (+/- 180 meters Scaled)
 KK1140
 KK1140                          SUPERSEDED SURVEY CONTROL
 KK1140
 KK1140  NGVD 29 (??/??/92) 2827.805  (m)         9277.56   (f) ADJ UNCH    2 0
 KK1140
 KK1140.Superseded values are not recommended for survey control.
 KK1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1140.See file dsdata.txt to determine how the superseded data were derived.
 KK1140
 KK1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD362943(NAD 83)
 KK1140_MARKER: DB = BENCH MARK DISK
 KK1140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK1140_SP_SET: TUNNEL DOOR STRUCTURE
 KK1140_STAMPING: D 301 1951
 KK1140_MARK LOGO: CGS   
 KK1140_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK1140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1140+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2001
 KK1140
 KK1140  HISTORY     - Date     Condition        Report By
 KK1140  HISTORY     - 1951     MONUMENTED       CGS
 KK1140  HISTORY     - 20010822 GOOD             NGS
 KK1140
 KK1140                          STATION DESCRIPTION
 KK1140
 KK1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK1140'1 MI W FROM SILVER PLUME.
 KK1140'1.0 MILE WEST ALONG U.S.HIGHWAY 6 FROM THE BUCKLEY STORE AT
 KK1140'SILVER PLUME, AT THE MILE HIGH MINING COMPANY, 36 FEET NORTHWEST
 KK1140'OF THE NORTHEAST CORNER OF THE MAINTENANCE SHOP OF THE MINE,
 KK1140'21 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 KK1140'OF THE CENTER OF THE SOUTH HEADWALL OF A CONCRETE TUNNEL UNDER
 KK1140'THE HIGHWAY.
 KK1140
 KK1140                          STATION RECOVERY (2001)
 KK1140
 KK1140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 KK1140'THE STATION IS LOCATED ABOUT 2.5 MI EAST-NORTHEAST OF GEORGETOWN AND
 KK1140'1.25 MI WEST OF
 KK1140'SILVER PLUME, AT INTERSTATE 70 MILEPOST 224.65.  OWNERSHIP--CLOSE TO
 KK1140'COLORADO DEPT. OF
 KK1140'TRANSPORTATION RIGHT-OF-WAY.
 KK1140' 
 KK1140'TO REACH THE STATION FROM INTERSTATE 70 EXIT 226, THE SILVER PLUME
 KK1140'EXIT, GO WEST BOUND
 KK1140'ON INTERSTATE 70 FOR 1.0 MI TO THE STATION ON THE RIGHT, IN THE TOP OF
 KK1140'A CONCRETE MINE
 KK1140'DOOR STRUCTURE THAT HAS SOME WATER COMING OUT OF IT.
 KK1140' 
 KK1140'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF A
 KK1140'CONCRETE MINE DOOR FOR
 KK1140'THE ENTRANCE OF A MINE. IT IS 3.3M LONG BY 2.7 M HIGH. IT IS 31.7 M
 KK1140'EAST FROM THE SOUTH END OF
 KK1140'A BARRIER GATE, 2.1 M SOUTH FROM EDGE OF OIL FOR OLD HIGHWAY, 0.9 M
 KK1140'SOUTH FROM A WITNESS
 KK1140'POST AND ABOUT 4 M ABOVE THE INTERSTATE.
 KK1140'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0123 ***********************************************************************
 KL0123  DESIGNATION -  D 302
 KL0123  PID         -  KL0123
 KL0123  STATE/COUNTY-  CO/PARK
 KL0123  USGS QUAD   -  ALMA (1970)
 KL0123
 KL0123                         *CURRENT SURVEY CONTROL
 KL0123  ___________________________________________________________________
 KL0123* NAD 83(1986)-  39 19 13.     (N)    106 03 16.     (W)     SCALED    
 KL0123* NAVD 88     -      3245.323  (meters)   10647.36   (feet)  ADJUSTED  
 KL0123  ___________________________________________________________________
 KL0123  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 KL0123  DYNAMIC HT  -        3240.894 (meters)   10632.83  (feet)  COMP
 KL0123  MODELED GRAV-     979,144.1   (mgal)                       NAVD 88
 KL0123
 KL0123  VERT ORDER  -  FIRST     CLASS II
 KL0123
 KL0123.The horizontal coordinates were scaled from a topographic map and have
 KL0123.an estimated accuracy of +/- 6 seconds.
 KL0123
 KL0123.The orthometric height was determined by differential leveling
 KL0123.and adjusted by the National Geodetic Survey in June 1991..
 KL0123
 KL0123.The geoid height was determined by GEOID03.
 KL0123
 KL0123.The dynamic height is computed by dividing the NAVD 88
 KL0123.geopotential number by the normal gravity value computed on the
 KL0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0123.degrees latitude (g = 980.6199 gals.).
 KL0123
 KL0123.The modeled gravity was interpolated from observed gravity values.
 KL0123
 KL0123;                    North         East    Units  Estimated Accuracy
 KL0123;SPC CO C     -   470,010.      866,590.      MT  (+/- 180 meters Scaled)
 KL0123
 KL0123                          SUPERSEDED SURVEY CONTROL
 KL0123
 KL0123  NGVD 29 (??/??/92) 3243.419  (m)        10641.12   (f) ADJ UNCH    1 2
 KL0123
 KL0123.Superseded values are not recommended for survey control.
 KL0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0123.See file dsdata.txt to determine how the superseded data were derived.
 KL0123
 KL0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD091528(NAD 83)
 KL0123_MARKER: DB = BENCH MARK DISK
 KL0123_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KL0123_SP_SET: CULVERT
 KL0123_STAMPING: D 302 1951
 KL0123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0123
 KL0123  HISTORY     - Date     Condition        Report By
 KL0123  HISTORY     - 1951     MONUMENTED       CGS
 KL0123  HISTORY     - 1959     GOOD             NGS
 KL0123
 KL0123                          STATION DESCRIPTION
 KL0123
 KL0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0123'2.6 MI N FROM ALMA.
 KL0123'2.6 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT ALMA,
 KL0123'0.6 MILE NORTH OF A JUNCTION WITH A GRAVEL ROAD LEADING NORTHWEST, 17
 KL0123'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 KL0123'NORTH END OF THE EAST HEADWALL OF A 3X4 FOOT CONCRETE CULVERT.
 KL0123
 KL0123                          STATION RECOVERY (1959)
 KL0123
 KL0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KL0123'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0868 ***********************************************************************
 KK0868  DESIGNATION -  D 303
 KK0868  PID         -  KK0868
 KK0868  STATE/COUNTY-  CO/PARK
 KK0868  USGS QUAD   -  COMO (1994)
 KK0868
 KK0868                         *CURRENT SURVEY CONTROL
 KK0868  ___________________________________________________________________
 KK0868* NAD 83(1986)-  39 18 18.     (N)    105 53 27.     (W)     SCALED    
 KK0868* NAVD 88     -      2944.037  (meters)    9658.89   (feet)  ADJUSTED  
 KK0868  ___________________________________________________________________
 KK0868  GEOID HEIGHT-         -13.10  (meters)                     GEOID03
 KK0868  DYNAMIC HT  -        2940.245 (meters)    9646.45  (feet)  COMP
 KK0868  MODELED GRAV-     979,232.1   (mgal)                       NAVD 88
 KK0868
 KK0868  VERT ORDER  -  FIRST     CLASS II
 KK0868
 KK0868.The horizontal coordinates were scaled from a topographic map and have
 KK0868.an estimated accuracy of +/- 6 seconds.
 KK0868
 KK0868.The orthometric height was determined by differential leveling
 KK0868.and adjusted by the National Geodetic Survey in June 1991..
 KK0868
 KK0868.The geoid height was determined by GEOID03.
 KK0868
 KK0868.The dynamic height is computed by dividing the NAVD 88
 KK0868.geopotential number by the normal gravity value computed on the
 KK0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0868.degrees latitude (g = 980.6199 gals.).
 KK0868
 KK0868.The modeled gravity was interpolated from observed gravity values.
 KK0868
 KK0868;                    North         East    Units  Estimated Accuracy
 KK0868;SPC CO C     -   468,240.      880,690.      MT  (+/- 180 meters Scaled)
 KK0868
 KK0868                          SUPERSEDED SURVEY CONTROL
 KK0868
 KK0868  NGVD 29 (??/??/92) 2942.356  (m)         9653.38   (f) ADJ UNCH    1 2
 KK0868
 KK0868.Superseded values are not recommended for survey control.
 KK0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0868.See file dsdata.txt to determine how the superseded data were derived.
 KK0868
 KK0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD231510(NAD 83)
 KK0868_MARKER: DB = BENCH MARK DISK
 KK0868_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0868_SP_SET: CULVERT
 KK0868_STAMPING: D 303 1951
 KK0868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0868
 KK0868  HISTORY     - Date     Condition        Report By
 KK0868  HISTORY     - 1951     MONUMENTED       CGS
 KK0868  HISTORY     - 1959     GOOD             DOD
 KK0868
 KK0868                          STATION DESCRIPTION
 KK0868
 KK0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0868'1 MI SW FROM COMO.
 KK0868'0.55 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE ABANDONED
 KK0868'COLORADO AND SOUTHERN RAILROAD STATION AT COMO, THENCE 0.5 MILE
 KK0868'SOUTHWEST ALONG U.S. HIGHWAY 285, AT THE ENTRANCE TO A PASTURE,
 KK0868'29 FEET SOUTH OF THE CENTER OF THE ENTRANCE TO THE PASTURE, 20
 KK0868'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET BELOW THE
 KK0868'LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE WEST
 KK0868'HEADWALL OF A 5X6 FOOT CONCRETE CULVERT.
 KK0868
 KK0868                          STATION RECOVERY (1959)
 KK0868
 KK0868'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KK0868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1060 ***********************************************************************
 KK1060  DESIGNATION -  D 304
 KK1060  PID         -  KK1060
 KK1060  STATE/COUNTY-  CO/CLEAR CREEK
 KK1060  USGS QUAD   -  GEORGETOWN (1974)
 KK1060
 KK1060                         *CURRENT SURVEY CONTROL
 KK1060  ___________________________________________________________________
 KK1060* NAD 83(1986)-  39 40 54.     (N)    105 42 13.     (W)     SCALED    
 KK1060* NAVD 88     -      2941.806  (meters)    9651.58   (feet)  ADJUSTED  
 KK1060  ___________________________________________________________________
 KK1060  GEOID HEIGHT-         -12.33  (meters)                     GEOID03
 KK1060  DYNAMIC HT  -        2938.186 (meters)    9639.70  (feet)  COMP
 KK1060  MODELED GRAV-     979,288.6   (mgal)                       NAVD 88
 KK1060
 KK1060  VERT ORDER  -  FIRST     CLASS II
 KK1060
 KK1060.The horizontal coordinates were scaled from a topographic map and have
 KK1060.an estimated accuracy of +/- 6 seconds.
 KK1060
 KK1060.The orthometric height was determined by differential leveling
 KK1060.and adjusted by the National Geodetic Survey in June 1991..
 KK1060
 KK1060.The geoid height was determined by GEOID03.
 KK1060
 KK1060.The dynamic height is computed by dividing the NAVD 88
 KK1060.geopotential number by the normal gravity value computed on the
 KK1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1060.degrees latitude (g = 980.6199 gals.).
 KK1060
 KK1060.The modeled gravity was interpolated from observed gravity values.
 KK1060
 KK1060;                    North         East    Units  Estimated Accuracy
 KK1060;SPC CO C     -   510,010.      896,930.      MT  (+/- 180 meters Scaled)
 KK1060
 KK1060                          SUPERSEDED SURVEY CONTROL
 KK1060
 KK1060  NGVD 29 (??/??/92) 2940.215  (m)         9646.36   (f) ADJ UNCH    1 2
 KK1060
 KK1060.Superseded values are not recommended for survey control.
 KK1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1060.See file dsdata.txt to determine how the superseded data were derived.
 KK1060
 KK1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD396926(NAD 83)
 KK1060_MARKER: DB = BENCH MARK DISK
 KK1060_SETTING: 80 = SET IN A BOULDER
 KK1060_STAMPING: D 304 1951
 KK1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1060+STABILITY: SURFACE MOTION
 KK1060
 KK1060  HISTORY     - Date     Condition        Report By
 KK1060  HISTORY     - 1951     MONUMENTED       CGS
 KK1060  HISTORY     - 1954     GOOD             NGS
 KK1060
 KK1060                          STATION DESCRIPTION
 KK1060
 KK1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK1060'2.8 MI S FROM GEORGETOWN.
 KK1060'2.85 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE POST
 KK1060'OFFICE AT GEORGETOWN, AT A JUNCTION WITH A GRAVELED ROAD LEADING
 KK1060'TO WALDORF, 46 FEET WEST OF THE SOUTHWEST LEG OF A STEEL POWER
 KK1060'LINE TOWER, 40 FEET EAST OF THE CENTER LINE OF THE GRAVELED ROAD,
 KK1060'5 FEET ABOVE THE GROUND, SET IN THE TOP OF A 13X16 FOOT GRANITE
 KK1060'BOULDER.
 KK1060
 KK1060                          STATION RECOVERY (1954)
 KK1060
 KK1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 KK1060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1087 ***********************************************************************
 KK1087  DESIGNATION -  D 305
 KK1087  PID         -  KK1087
 KK1087  STATE/COUNTY-  CO/CLEAR CREEK
 KK1087  USGS QUAD   -  MT EVANS (1974)
 KK1087
 KK1087                         *CURRENT SURVEY CONTROL
 KK1087  ___________________________________________________________________
 KK1087* NAD 83(1986)-  39 35 00.     (N)    105 43 29.     (W)     SCALED    
 KK1087* NAVD 88     -      3392.183  (meters)   11129.19   (feet)  ADJUSTED  
 KK1087  ___________________________________________________________________
 KK1087  GEOID HEIGHT-         -12.28  (meters)                     GEOID03
 KK1087  DYNAMIC HT  -        3387.680 (meters)   11114.41  (feet)  COMP
 KK1087  MODELED GRAV-     979,174.5   (mgal)                       NAVD 88
 KK1087
 KK1087  VERT ORDER  -  FIRST     CLASS II
 KK1087
 KK1087.The horizontal coordinates were scaled from a topographic map and have
 KK1087.an estimated accuracy of +/- 6 seconds.
 KK1087
 KK1087.The orthometric height was determined by differential leveling
 KK1087.and adjusted by the National Geodetic Survey in June 1991..
 KK1087
 KK1087.The geoid height was determined by GEOID03.
 KK1087
 KK1087.The dynamic height is computed by dividing the NAVD 88
 KK1087.geopotential number by the normal gravity value computed on the
 KK1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1087.degrees latitude (g = 980.6199 gals.).
 KK1087
 KK1087.The modeled gravity was interpolated from observed gravity values.
 KK1087
 KK1087;                    North         East    Units  Estimated Accuracy
 KK1087;SPC CO C     -   499,090.      895,100.      MT  (+/- 180 meters Scaled)
 KK1087
 KK1087                          SUPERSEDED SURVEY CONTROL
 KK1087
 KK1087  NGVD 29 (??/??/92) 3390.370  (m)        11123.24   (f) ADJ UNCH    1 2
 KK1087
 KK1087.Superseded values are not recommended for survey control.
 KK1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1087.See file dsdata.txt to determine how the superseded data were derived.
 KK1087
 KK1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD377817(NAD 83)
 KK1087_MARKER: DB = BENCH MARK DISK
 KK1087_SETTING: 80 = SET IN A BOULDER
 KK1087_STAMPING: D 305 1951
 KK1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1087+STABILITY: SURFACE MOTION
 KK1087
 KK1087  HISTORY     - Date     Condition        Report By
 KK1087  HISTORY     - 1951     MONUMENTED       CGS
 KK1087  HISTORY     - 1954     GOOD             NGS
 KK1087
 KK1087                          STATION DESCRIPTION
 KK1087
 KK1087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1087'11.8 MI NW FROM GRANT.
 KK1087'11.2 MILES NORTHWEST ALONG A WINDING ROCKY ROAD FROM THE PLATTE
 KK1087'RIVER INN AT GRANT, THENCE 0.2 MILE NORTH ALONG A PRIVATE ROAD,
 KK1087'THENCE 0.4 MILE NORTH ALONG THE WEST EDGE OF DUCK LAKE, 0.35 MILE
 KK1087'SOUTHWEST OF A SHED WHICH IS ON TOP OF A HILL, 103 FEET WEST OF A
 KK1087'STREAM LEADING INTO THE LAKE, 88 FEET NORTH OF THE WATER LINE OF
 KK1087'THE LAKE, 5 FEET ABOVE THE GROUND, SET IN THE TOP OF THE NORTHWEST
 KK1087'END OF A 9X24 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0728 ***********************************************************************
 KK0728  DESIGNATION -  D 306
 KK0728  PID         -  KK0728
 KK0728  STATE/COUNTY-  CO/PARK
 KK0728  USGS QUAD   -  BAILEY (1987)
 KK0728
 KK0728                         *CURRENT SURVEY CONTROL
 KK0728  ___________________________________________________________________
 KK0728* NAD 83(1986)-  39 23 32.     (N)    105 24 48.     (W)     SCALED    
 KK0728* NAVD 88     -      2251.861  (meters)    7387.98   (feet)  ADJUSTED  
 KK0728  ___________________________________________________________________
 KK0728  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 KK0728  DYNAMIC HT  -        2249.362 (meters)    7379.78  (feet)  COMP
 KK0728  MODELED GRAV-     979,436.0   (mgal)                       NAVD 88
 KK0728
 KK0728  VERT ORDER  -  FIRST     CLASS II
 KK0728
 KK0728.The horizontal coordinates were scaled from a topographic map and have
 KK0728.an estimated accuracy of +/- 6 seconds.
 KK0728
 KK0728.The orthometric height was determined by differential leveling
 KK0728.and adjusted by the National Geodetic Survey in June 1991..
 KK0728
 KK0728.The geoid height was determined by GEOID03.
 KK0728
 KK0728.The dynamic height is computed by dividing the NAVD 88
 KK0728.geopotential number by the normal gravity value computed on the
 KK0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0728.degrees latitude (g = 980.6199 gals.).
 KK0728
 KK0728.The modeled gravity was interpolated from observed gravity values.
 KK0728
 KK0728;                    North         East    Units  Estimated Accuracy
 KK0728;SPC CO C     -   477,850.      921,870.      MT  (+/- 180 meters Scaled)
 KK0728
 KK0728                          SUPERSEDED SURVEY CONTROL
 KK0728
 KK0728  NGVD 29 (??/??/92) 2250.619  (m)         7383.91   (f) ADJ UNCH    1 2
 KK0728
 KK0728.Superseded values are not recommended for survey control.
 KK0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0728.See file dsdata.txt to determine how the superseded data were derived.
 KK0728
 KK0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD644603(NAD 83)
 KK0728_MARKER: DB = BENCH MARK DISK
 KK0728_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0728_SP_SET: BRIDGE
 KK0728_STAMPING: D 306 1951
 KK0728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0728
 KK0728  HISTORY     - Date     Condition        Report By
 KK0728  HISTORY     - 1951     MONUMENTED       CGS
 KK0728  HISTORY     - 1955     GOOD             NGS
 KK0728
 KK0728                          STATION DESCRIPTION
 KK0728
 KK0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0728'5 MI E FROM BAILEY.
 KK0728'0.55 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 KK0728'BAILEY, THENCE 4.5 MILES EAST ALONG THE ABANDONED COLORADO AND
 KK0728'SOUTHERN RAILROAD GRADE, 4 FEET BELOW THE LEVEL OF THE OLD RAILROAD
 KK0728'GRADE, SET IN THE TOP THE NORTHWEST CORNER OF THE EAST CONCRETE
 KK0728'AND STONE ABUTMENT OF AN ABANDONED BRIDGE OVER THE NORTH FORK
 KK0728'OF THE SOUTH PLATTE RIVER.
 KK0728
 KK0728                          STATION RECOVERY (1955)
 KK0728
 KK0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0854 ***********************************************************************
 KK0854  DESIGNATION -  D 307
 KK0854  PID         -  KK0854
 KK0854  STATE/COUNTY-  CO/PARK
 KK0854  USGS QUAD   -  MILLIGAN LAKES (1957)
 KK0854
 KK0854                         *CURRENT SURVEY CONTROL
 KK0854  ___________________________________________________________________
 KK0854* NAD 83(1986)-  39 21 56.     (N)    105 47 23.     (W)     SCALED    
 KK0854* NAVD 88     -      2876.499  (meters)    9437.31   (feet)  ADJUSTED  
 KK0854  ___________________________________________________________________
 KK0854  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 KK0854  DYNAMIC HT  -        2872.840 (meters)    9425.31  (feet)  COMP
 KK0854  MODELED GRAV-     979,250.7   (mgal)                       NAVD 88
 KK0854
 KK0854  VERT ORDER  -  FIRST     CLASS II
 KK0854
 KK0854.The horizontal coordinates were scaled from a topographic map and have
 KK0854.an estimated accuracy of +/- 6 seconds.
 KK0854
 KK0854.The orthometric height was determined by differential leveling
 KK0854.and adjusted by the National Geodetic Survey in June 1991..
 KK0854
 KK0854.The geoid height was determined by GEOID03.
 KK0854
 KK0854.The dynamic height is computed by dividing the NAVD 88
 KK0854.geopotential number by the normal gravity value computed on the
 KK0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0854.degrees latitude (g = 980.6199 gals.).
 KK0854
 KK0854.The modeled gravity was interpolated from observed gravity values.
 KK0854
 KK0854;                    North         East    Units  Estimated Accuracy
 KK0854;SPC CO C     -   474,930.      889,440.      MT  (+/- 180 meters Scaled)
 KK0854
 KK0854                          SUPERSEDED SURVEY CONTROL
 KK0854
 KK0854  NGVD 29 (??/??/92) 2874.854  (m)         9431.92   (f) ADJ UNCH    1 2
 KK0854
 KK0854.Superseded values are not recommended for survey control.
 KK0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0854.See file dsdata.txt to determine how the superseded data were derived.
 KK0854
 KK0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD319576(NAD 83)
 KK0854_MARKER: DB = BENCH MARK DISK
 KK0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0854_STAMPING: D 307 1951
 KK0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0854+STABILITY: SURFACE MOTION
 KK0854
 KK0854  HISTORY     - Date     Condition        Report By
 KK0854  HISTORY     - 1951     MONUMENTED       CGS
 KK0854
 KK0854                          STATION DESCRIPTION
 KK0854
 KK0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0854'1 MI SE FROM JEFFERSON.
 KK0854'1.05 MILES SOUTHEAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 KK0854'JEFFERSON, 160 YARDS SOUTHEAST OF A LARGE TREE, 28 FEET SOUTHWEST
 KK0854'OF THE CENTER LINE OF THE ROAD, 1.6 FEET NORTHEAST OF A FENCE, 2.4
 KK0854'FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 KK0854'POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE7662 ***********************************************************************
 AE7662  DESIGNATION -  D 308 RESET
 AE7662  PID         -  AE7662
 AE7662  STATE/COUNTY-  CO/LARIMER
 AE7662  USGS QUAD   -  CARR WEST (1975)
 AE7662
 AE7662                         *CURRENT SURVEY CONTROL
 AE7662  ___________________________________________________________________
 AE7662* NAD 83(1986)-  40 54 49.     (N)    104 56 34.     (W)     SCALED    
 AE7662* NAVD 88     -      1789.53   (meters)    5871.1    (feet)  RESET     
 AE7662  ___________________________________________________________________
 AE7662  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 AE7662
 AE7662  VERT ORDER  -  THIRD
 AE7662
 AE7662.The horizontal coordinates were scaled from a topographic map and have
 AE7662.an estimated accuracy of +/- 6 seconds.
 AE7662
 AE7662.The orthometric height was computed from unverified reset data.
 AE7662
 AE7662.The geoid height was determined by GEOID03.
 AE7662
 AE7662;                    North         East    Units  Estimated Accuracy
 AE7662;SPC CO N     -   480,420.      961,350.      MT  (+/- 180 meters Scaled)
 AE7662
 AE7662                          SUPERSEDED SURVEY CONTROL
 AE7662
 AE7662.No superseded survey control is available for this station.
 AE7662
 AE7662_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF048291(NAD 83)
 AE7662_MARKER: DV = VERTICAL CONTROL DISK
 AE7662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7662_STAMPING: D 308 RESET 1993
 AE7662_MARK LOGO: NGS   
 AE7662_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE7662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7662+STABILITY: SURFACE MOTION
 AE7662
 AE7662  HISTORY     - Date     Condition        Report By
 AE7662  HISTORY     - 1993     MONUMENTED       NGS
 AE7662
 AE7662                          STATION DESCRIPTION
 AE7662
 AE7662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RSC)
 AE7662'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) NORTH-NORTHEAST OF
 AE7662'WELLINGTON, 4 MI (6.4 KM) WEST-NORTHWEST OF CARR, 3 MI (4.8 KM)
 AE7662'SOUTH-SOUTHWEST OF NATURAL FORT REST AREA AND ON THE LARIMER-WELD
 AE7662'COUNTY LINE, IN THE NORTHEAST 1/4 OF SECTION 24, T 11 N, R 68 W.
 AE7662'OWNERSHIP--LARIMER COUNTY ROAD RIGHT-OF-WAY. TO REACH THE STATION FROM
 AE7662'THE CARR INTERCHANGE, EXIT 293, ON INTERSTATE 25, GO WEST ON CARR ROAD
 AE7662'FOR 0.3 MI (0.5 KM) TO THE STATION ON THE LEFT. THE STATION IS A
 AE7662'STANDARD DISK SET IN A ROUND CONCRETE POST PROJECTING 0.15 FT (4.57
 AE7662'CM) ABOVE THE GROUND.  IT IS 22.7 M (74.5 FT) SOUTH OF A COUNTY LINE
 AE7662'SIGN, 7.5 M (24.6 FT) SOUTH OF THE CENTER OF CARR ROAD WHICH IS A DIRT
 AE7662'ROAD, 4.3 M (14.1 FT) WEST OF THE CENTER OF A GATE ON SOUTHSIDE OF
 AE7662'ROAD, 1.6 M (5.2 FT) WEST-NORTHWEST OF A FENCE CORNER AND COUNTY LINE,
 AE7662'0.4 M (1.3 FT) NORTH OF A RIGHT-OF-WAY FENCE, 0.35 M (1.15 FT)
 AE7662'EAST-SOUTHEAST OF A WITNESS POST AND 21.6 M (70.9 FT) SOUTH-SOUTHWEST
 AE7662'OF THE OLD BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0357 ***********************************************************************
 LL0357  DESIGNATION -  D 309
 LL0357  PID         -  LL0357
 LL0357  STATE/COUNTY-  CO/WELD
 LL0357  USGS QUAD   -  DOVER (1972)
 LL0357
 LL0357                         *CURRENT SURVEY CONTROL
 LL0357  ___________________________________________________________________
 LL0357* NAD 83(1986)-  40 52 12.     (N)    104 45 20.     (W)     SCALED    
 LL0357* NAVD 88     -      1672.627  (meters)    5487.61   (feet)  ADJUSTED  
 LL0357  ___________________________________________________________________
 LL0357  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 LL0357  DYNAMIC HT  -        1671.195 (meters)    5482.91  (feet)  COMP
 LL0357  MODELED GRAV-     979,709.8   (mgal)                       NAVD 88
 LL0357
 LL0357  VERT ORDER  -  SECOND    CLASS 0
 LL0357
 LL0357.The horizontal coordinates were scaled from a topographic map and have
 LL0357.an estimated accuracy of +/- 6 seconds.
 LL0357
 LL0357.The orthometric height was determined by differential leveling
 LL0357.and adjusted by the National Geodetic Survey in June 1991..
 LL0357
 LL0357.The geoid height was determined by GEOID03.
 LL0357
 LL0357.The dynamic height is computed by dividing the NAVD 88
 LL0357.geopotential number by the normal gravity value computed on the
 LL0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0357.degrees latitude (g = 980.6199 gals.).
 LL0357
 LL0357.The modeled gravity was interpolated from observed gravity values.
 LL0357
 LL0357;                    North         East    Units  Estimated Accuracy
 LL0357;SPC CO N     -   475,690.      977,160.      MT  (+/- 180 meters Scaled)
 LL0357
 LL0357                          SUPERSEDED SURVEY CONTROL
 LL0357
 LL0357  NGVD 29 (??/??/92) 1671.659  (m)         5484.43   (f) ADJ UNCH    2 0
 LL0357
 LL0357.Superseded values are not recommended for survey control.
 LL0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0357.See file dsdata.txt to determine how the superseded data were derived.
 LL0357
 LL0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF205243(NAD 83)
 LL0357_MARKER: DB = BENCH MARK DISK
 LL0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0357_STAMPING: D 309 1952
 LL0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0357+STABILITY: SURFACE MOTION
 LL0357
 LL0357  HISTORY     - Date     Condition        Report By
 LL0357  HISTORY     - 1952     MONUMENTED       CGS
 LL0357
 LL0357                          STATION DESCRIPTION
 LL0357
 LL0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0357'8.4 MI SE FROM CARR.
 LL0357'4.25 MILES EAST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 LL0357'RAILROAD STATION AT CARR, THENCE 2.0 MILES SOUTH ALONG U.S.
 LL0357'HIGHWAY 85, THENCE 2.1 MILES EAST ALONG A GRAVELED ROAD, 131 FEET
 LL0357'WEST OF THE NORTHWEST CORNER OF A SMALL WOODEN BRIDGE, 28 FEET
 LL0357'NORTH OF THE CENTER LINE OF A GRAVELED ROAD, 3.6 FEET EAST OF A
 LL0357'WITNESS POST, 2.8 NORTH OF A FENCE, 65 FEET NORTH OF THE NORTH
 LL0357'BANK OF A DRY CREEK, SET IN THE TOP OF A CONCRETE POST WHICH
 LL0357'PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0177 ***********************************************************************
 HL0177  DESIGNATION -  D 31
 HL0177  PID         -  HL0177
 HL0177  STATE/COUNTY-  CO/ARCHULETA
 HL0177  USGS QUAD   -  CARRACAS (1975)
 HL0177
 HL0177                         *CURRENT SURVEY CONTROL
 HL0177  ___________________________________________________________________
 HL0177* NAD 83(1986)-  37 01 20.     (N)    107 21 11.     (W)     SCALED    
 HL0177* NAVD 88     -      1855.682  (meters)    6088.18   (feet)  ADJUSTED  
 HL0177  ___________________________________________________________________
 HL0177  GEOID HEIGHT-         -19.47  (meters)                     GEOID03
 HL0177  DYNAMIC HT  -        1853.279 (meters)    6080.30  (feet)  COMP
 HL0177  MODELED GRAV-     979,271.3   (mgal)                       NAVD 88
 HL0177
 HL0177  VERT ORDER  -  FIRST     CLASS II
 HL0177
 HL0177.The horizontal coordinates were scaled from a topographic map and have
 HL0177.an estimated accuracy of +/- 6 seconds.
 HL0177
 HL0177.The orthometric height was determined by differential leveling
 HL0177.and adjusted by the National Geodetic Survey in June 1991..
 HL0177
 HL0177.The geoid height was determined by GEOID03.
 HL0177
 HL0177.The dynamic height is computed by dividing the NAVD 88
 HL0177.geopotential number by the normal gravity value computed on the
 HL0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0177.degrees latitude (g = 980.6199 gals.).
 HL0177
 HL0177.The modeled gravity was interpolated from observed gravity values.
 HL0177
 HL0177;                    North         East    Units  Estimated Accuracy
 HL0177;SPC CO S     -   345,900.      749,510.      MT  (+/- 180 meters Scaled)
 HL0177
 HL0177                          SUPERSEDED SURVEY CONTROL
 HL0177
 HL0177  NGVD 29 (??/??/92) 1854.452  (m)         6084.15   (f) ADJ UNCH    1 2
 HL0177
 HL0177.Superseded values are not recommended for survey control.
 HL0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0177.See file dsdata.txt to determine how the superseded data were derived.
 HL0177
 HL0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA906999(NAD 83)
 HL0177_MARKER: DB = BENCH MARK DISK
 HL0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0177_STAMPING: D 31 1934
 HL0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0177+STABILITY: SURFACE MOTION
 HL0177
 HL0177  HISTORY     - Date     Condition        Report By
 HL0177  HISTORY     - 1934     MONUMENTED       CGS
 HL0177
 HL0177                          STATION DESCRIPTION
 HL0177
 HL0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0177'2.68 MI E FROM ARBOLES.
 HL0177'2.68 MILES EAST OF ARBOLES BY RAIL.  ON THE R. O. W. OF THE D.R.G. AND
 HL0177'W. RAILROAD.  35.0 FT NORTH OF THE CENTERLINE OF TRACK.  12.0 FT NORTH
 HL0177'OF THE CENTER LINE OF MILE POST 401.0.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0061 ***********************************************************************
 LL0061  DESIGNATION -  D 310
 LL0061  PID         -  LL0061
 LL0061  STATE/COUNTY-  CO/WELD
 LL0061  USGS QUAD   -  RENO RESERVOIR (1972)
 LL0061
 LL0061                         *CURRENT SURVEY CONTROL
 LL0061  ___________________________________________________________________
 LL0061* NAD 83(1986)-  40 51 24.     (N)    104 28 09.     (W)     SCALED    
 LL0061* NAVD 88     -      1603.281  (meters)    5260.10   (feet)  ADJUSTED  
 LL0061  ___________________________________________________________________
 LL0061  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 LL0061  DYNAMIC HT  -        1601.950 (meters)    5255.73  (feet)  COMP
 LL0061  MODELED GRAV-     979,737.8   (mgal)                       NAVD 88
 LL0061
 LL0061  VERT ORDER  -  SECOND    CLASS 0
 LL0061
 LL0061.The horizontal coordinates were scaled from a topographic map and have
 LL0061.an estimated accuracy of +/- 6 seconds.
 LL0061
 LL0061.The orthometric height was determined by differential leveling
 LL0061.and adjusted by the National Geodetic Survey in June 1991..
 LL0061
 LL0061.The geoid height was determined by GEOID03.
 LL0061
 LL0061.The dynamic height is computed by dividing the NAVD 88
 LL0061.geopotential number by the normal gravity value computed on the
 LL0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0061.degrees latitude (g = 980.6199 gals.).
 LL0061
 LL0061.The modeled gravity was interpolated from observed gravity values.
 LL0061
 LL0061;                    North         East    Units  Estimated Accuracy
 LL0061;SPC CO N     -   474,450.    1,001,320.      MT  (+/- 180 meters Scaled)
 LL0061
 LL0061                          SUPERSEDED SURVEY CONTROL
 LL0061
 LL0061  NGVD 29 (??/??/92) 1602.391  (m)         5257.18   (f) ADJ UNCH    2 0
 LL0061
 LL0061.Superseded values are not recommended for survey control.
 LL0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0061.See file dsdata.txt to determine how the superseded data were derived.
 LL0061
 LL0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF447229(NAD 83)
 LL0061_MARKER: DB = BENCH MARK DISK
 LL0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0061_STAMPING: D 310 1952
 LL0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0061+STABILITY: SURFACE MOTION
 LL0061
 LL0061  HISTORY     - Date     Condition        Report By
 LL0061  HISTORY     - 1952     MONUMENTED       CGS
 LL0061
 LL0061                          STATION DESCRIPTION
 LL0061
 LL0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0061'14.2 MI SW FROM GROVER.
 LL0061'0.3 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LL0061'RAILROAD FROM THE STATION AT GROVER, THENCE 5.9 MILES WEST
 LL0061'ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED
 LL0061'ROAD, THENCE 4.95 MILES WEST ALONG A GRAVELED ROAD, THENCE 2.1
 LL0061'MILES WEST ALONG A DIRT ROAD, 0.65 MILE WEST OF A CATTLE GUARD,
 LL0061'0.15 MILE WEST OF A TRACK ROAD LEADING NORTH, ON THE NORTH
 LL0061'SLOPE OF A HILL, 80 FEET SOUTH OF THE CENTER LINE OF AN EAST
 LL0061'AND WEST DIRT ROAD, 3.5 FEET SOUTH OF A WITNESS POST, SET IN
 LL0061'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 LL0061'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0035 ***********************************************************************
 LL0035  DESIGNATION -  D 311
 LL0035  PID         -  LL0035
 LL0035  STATE/COUNTY-  CO/WELD
 LL0035  USGS QUAD   -  GROVER NE (1972)
 LL0035
 LL0035                         *CURRENT SURVEY CONTROL
 LL0035  ___________________________________________________________________
 LL0035* NAD 83(1986)-  40 57 13.     (N)    104 04 02.     (W)     SCALED    
 LL0035* NAVD 88     -      1666.774  (meters)    5468.41   (feet)  ADJUSTED  
 LL0035  ___________________________________________________________________
 LL0035  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 LL0035  DYNAMIC HT  -        1665.424 (meters)    5463.98  (feet)  COMP
 LL0035  MODELED GRAV-     979,755.0   (mgal)                       NAVD 88
 LL0035
 LL0035  VERT ORDER  -  SECOND    CLASS 0
 LL0035
 LL0035.The horizontal coordinates were scaled from a topographic map and have
 LL0035.an estimated accuracy of +/- 6 seconds.
 LL0035
 LL0035.The orthometric height was determined by differential leveling
 LL0035.and adjusted by the National Geodetic Survey in June 1991..
 LL0035
 LL0035.The geoid height was determined by GEOID03.
 LL0035
 LL0035.The dynamic height is computed by dividing the NAVD 88
 LL0035.geopotential number by the normal gravity value computed on the
 LL0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0035.degrees latitude (g = 980.6199 gals.).
 LL0035
 LL0035.The modeled gravity was interpolated from observed gravity values.
 LL0035
 LL0035;                    North         East    Units  Estimated Accuracy
 LL0035;SPC CO N     -   485,690.    1,035,030.      MT  (+/- 180 meters Scaled)
 LL0035
 LL0035                          SUPERSEDED SURVEY CONTROL
 LL0035
 LL0035  NGVD 29 (??/??/92) 1665.943  (m)         5465.68   (f) ADJ UNCH    2 0
 LL0035
 LL0035.Superseded values are not recommended for survey control.
 LL0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0035.See file dsdata.txt to determine how the superseded data were derived.
 LL0035
 LL0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF785340(NAD 83)
 LL0035_MARKER: DB = BENCH MARK DISK
 LL0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0035_STAMPING: D 311 1952
 LL0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0035+STABILITY: SURFACE MOTION
 LL0035
 LL0035  HISTORY     - Date     Condition        Report By
 LL0035  HISTORY     - 1952     MONUMENTED       CGS
 LL0035
 LL0035                          STATION DESCRIPTION
 LL0035
 LL0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0035'16.2 MI SE FROM PINE BLUFFS.
 LL0035'0.4 MILE EAST ALONG U.S. HIGHWAY 30 FROM THE UNION PACIFIC RAILROAD
 LL0035'STATION AT PINE BLUFFS, THENCE 15.85 MILES SOUTH ALONG A GRAVELED
 LL0035'ROAD, 0.2 MILE NORTH OF A FENCE LEADING EAST, 40 FEET OF THE CENTER
 LL0035'LINE OF THE ROAD, 2.5 FEET EAST OF A FENCE, 3 FEET SOUTH OF A
 LL0035'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 LL0035'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0348 ***********************************************************************
 LK0348  DESIGNATION -  D 312
 LK0348  PID         -  LK0348
 LK0348  STATE/COUNTY-  CO/MORGAN
 LK0348  USGS QUAD   -  BUCKINGHAM (1978)
 LK0348
 LK0348                         *CURRENT SURVEY CONTROL
 LK0348  ___________________________________________________________________
 LK0348* NAD 83(1986)-  40 30 34.     (N)    103 57 20.     (W)     SCALED    
 LK0348* NAVD 88     -      1462.803  (meters)    4799.21   (feet)  POSTED    
 LK0348  ___________________________________________________________________
 LK0348  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 LK0348  DYNAMIC HT  -        1461.610 (meters)    4795.30  (feet)  COMP
 LK0348  MODELED GRAV-     979,761.5   (mgal)                       NAVD 88
 LK0348
 LK0348  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LK0348
 LK0348.The horizontal coordinates were scaled from a topographic map and have
 LK0348.an estimated accuracy of +/- 6 seconds.
 LK0348
 LK0348.The orthometric height was determined by differential leveling
 LK0348.and adjusted by the National Geodetic Survey in 1992..
 LK0348.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LK0348.rate of 2.1 thru 3.0 mm/km.
 LK0348
 LK0348.The geoid height was determined by GEOID03.
 LK0348
 LK0348.The dynamic height is computed by dividing the NAVD 88
 LK0348.geopotential number by the normal gravity value computed on the
 LK0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0348.degrees latitude (g = 980.6199 gals.).
 LK0348
 LK0348.The modeled gravity was interpolated from observed gravity values.
 LK0348
 LK0348;                    North         East    Units  Estimated Accuracy
 LK0348;SPC CO N     -   436,530.    1,045,290.      MT  (+/- 180 meters Scaled)
 LK0348
 LK0348                          SUPERSEDED SURVEY CONTROL
 LK0348
 LK0348  NGVD 29 (??/??/92) 1462.061  (m)         4796.78   (f) ADJ UNCH    2 0
 LK0348
 LK0348.Superseded values are not recommended for survey control.
 LK0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0348.See file dsdata.txt to determine how the superseded data were derived.
 LK0348
 LK0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE884848(NAD 83)
 LK0348_MARKER: DB = BENCH MARK DISK
 LK0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0348_STAMPING: D 312 1952
 LK0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0348+STABILITY: SURFACE MOTION
 LK0348
 LK0348  HISTORY     - Date     Condition        Report By
 LK0348  HISTORY     - 1952     MONUMENTED       CGS
 LK0348
 LK0348                          STATION DESCRIPTION
 LK0348
 LK0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LK0348'12 MI NE FROM WELDONA.
 LK0348'0.3 MILE NORTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC RAILROAD
 LK0348'STATION AT WELDONA, THENCE 0.4 MILE EAST ALONG A GRADED DIRT ROAD,
 LK0348'THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE EAST
 LK0348'ALONG A GRAVELED ROAD, THENCE 10.45 MILES NORTH ALONG A GRADED DIRT
 LK0348'ROAD, 55 FEET NORTH OF THE EXTENDED CENTER LINE OF A ROAD LEADING
 LK0348'WEST, 89 FEET NORTHEAST OF A POWER POLE, 39 FEET EAST OF THE CENTER
 LK0348'LINE OF A NORTH AND SOUTH ROAD, 35 FEET NORTH OF A FENCE LEADING
 LK0348'EAST, 2.9 FEET WEST OF A NORTH AND SOUTH FENCE, 3.2 FEET SOUTH OF
 LK0348'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LK0348'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0209 ***********************************************************************
 LL0209  DESIGNATION -  D 314
 LL0209  PID         -  LL0209
 LL0209  STATE/COUNTY-  CO/WELD
 LL0209  USGS QUAD   -  GREELEY (1980)
 LL0209
 LL0209                         *CURRENT SURVEY CONTROL
 LL0209  ___________________________________________________________________
 LL0209* NAD 83(1986)-  40 23 06.     (N)    104 41 15.     (W)     SCALED    
 LL0209* NAVD 88     -      1420.196  (meters)    4659.43   (feet)  ADJUSTED  
 LL0209  ___________________________________________________________________
 LL0209  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 LL0209  DYNAMIC HT  -        1418.978 (meters)    4655.43  (feet)  COMP
 LL0209  MODELED GRAV-     979,718.6   (mgal)                       NAVD 88
 LL0209
 LL0209  VERT ORDER  -  FIRST     CLASS II
 LL0209
 LL0209.The horizontal coordinates were scaled from a topographic map and have
 LL0209.an estimated accuracy of +/- 6 seconds.
 LL0209
 LL0209.The orthometric height was determined by differential leveling
 LL0209.and adjusted by the National Geodetic Survey in June 1991..
 LL0209
 LL0209.The geoid height was determined by GEOID03.
 LL0209
 LL0209.The dynamic height is computed by dividing the NAVD 88
 LL0209.geopotential number by the normal gravity value computed on the
 LL0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0209.degrees latitude (g = 980.6199 gals.).
 LL0209
 LL0209.The modeled gravity was interpolated from observed gravity values.
 LL0209
 LL0209;                    North         East    Units  Estimated Accuracy
 LL0209;SPC CO N     -   421,890.      983,390.      MT  (+/- 180 meters Scaled)
 LL0209
 LL0209                          SUPERSEDED SURVEY CONTROL
 LL0209
 LL0209  NGVD 29 (??/??/??) 1419.313  (m)         4656.53   (f) ADJUSTED    1 2
 LL0209
 LL0209.Superseded values are not recommended for survey control.
 LL0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0209.See file dsdata.txt to determine how the superseded data were derived.
 LL0209
 LL0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE265705(NAD 83)
 LL0209_MARKER: DB = BENCH MARK DISK
 LL0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0209_STAMPING: D 314 1956
 LL0209_MARK LOGO: CGS   
 LL0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0209+STABILITY: SURFACE MOTION
 LL0209
 LL0209  HISTORY     - Date     Condition        Report By
 LL0209  HISTORY     - 1956     MONUMENTED       CGS
 LL0209  HISTORY     - 1983     GOOD             NGS
 LL0209
 LL0209                          STATION DESCRIPTION
 LL0209
 LL0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 LL0209'2.9 MI S FROM GREELEY.
 LL0209'2.9 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LL0209'AT GREELEY, 129 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD,
 LL0209'40.4 FEET WEST OF THE WEST RAIL, 25.5 FEET NORTH OF MILEPOST 49,
 LL0209'7.2 FEET EAST OF A FENCE, 2.5 FEET SOUTH OF A WITNESS POST, SET IN
 LL0209'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 LL0209'GROUND, IN SECTION 20, TOWNSHIP 5 NORTH, RANGE 65 WEST.
 LL0209
 LL0209                          STATION RECOVERY (1983)
 LL0209
 LL0209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0209'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THE
 LL0209'GRAVELED ROAD MENTIONED IN THE ORIGINAL DESCRIPTION IS NOW PAVED AND
 LL0209'IS 31ST STREET.  CHANGE 25.5 FEET NORTH OF MILEPOST 49 TO 23.3 METERS
 LL0209'(76.4 FT) WEST OF MILEPOST 49.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0006 ***********************************************************************
 LM0006  DESIGNATION -  D 316
 LM0006  PID         -  LM0006
 LM0006  STATE/COUNTY-  CO/JACKSON
 LM0006  USGS QUAD   -  KINGS CANYON (1950)
 LM0006
 LM0006                         *CURRENT SURVEY CONTROL
 LM0006  ___________________________________________________________________
 LM0006* NAD 83(1986)-  40 58 36.     (N)    106 13 20.     (W)     SCALED    
 LM0006* NAVD 88     -      2639.439  (meters)    8659.56   (feet)  ADJUSTED  
 LM0006  ___________________________________________________________________
 LM0006  GEOID HEIGHT-         -11.04  (meters)                     GEOID03
 LM0006  DYNAMIC HT  -        2636.741 (meters)    8650.71  (feet)  COMP
 LM0006  MODELED GRAV-     979,505.7   (mgal)                       NAVD 88
 LM0006
 LM0006  VERT ORDER  -  FIRST     CLASS II
 LM0006
 LM0006.The horizontal coordinates were scaled from a topographic map and have
 LM0006.an estimated accuracy of +/- 6 seconds.
 LM0006
 LM0006.The orthometric height was determined by differential leveling
 LM0006.and adjusted by the National Geodetic Survey in June 1991..
 LM0006
 LM0006.The geoid height was determined by GEOID03.
 LM0006
 LM0006.The dynamic height is computed by dividing the NAVD 88
 LM0006.geopotential number by the normal gravity value computed on the
 LM0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0006.degrees latitude (g = 980.6199 gals.).
 LM0006
 LM0006.The modeled gravity was interpolated from observed gravity values.
 LM0006
 LM0006;                    North         East    Units  Estimated Accuracy
 LM0006;SPC CO N     -   487,520.      853,620.      MT  (+/- 180 meters Scaled)
 LM0006
 LM0006                          SUPERSEDED SURVEY CONTROL
 LM0006
 LM0006  NGVD 29 (??/??/92) 2638.066  (m)         8655.05   (f) ADJ UNCH    1 2
 LM0006
 LM0006.Superseded values are not recommended for survey control.
 LM0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0006.See file dsdata.txt to determine how the superseded data were derived.
 LM0006
 LM0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF971368(NAD 83)
 LM0006_MARKER: DB = BENCH MARK DISK
 LM0006_SETTING: 66 = SET IN ROCK OUTCROP
 LM0006_SP_SET: ROCK
 LM0006_STAMPING: D 316 1956
 LM0006_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LM0006+STABILITY: POSITION/ELEVATION WELL
 LM0006
 LM0006  HISTORY     - Date     Condition        Report By
 LM0006  HISTORY     - 1956     MONUMENTED       CGS
 LM0006
 LM0006                          STATION DESCRIPTION
 LM0006
 LM0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 LM0006'3.9 MI N FROM KINGS CANYON.
 LM0006'3.9 MILES NORTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 LM0006'RAILROAD FROM THE STATION SIGN AT KINGS CANYON, 7.2 FEET NORTHEAST OF
 LM0006'THE NORTHEAST RAIL, AT THE SOUTHEAST END OF A CUT, 4 POLES NORTHWEST
 LM0006'OF MILEPOST 70, 2 FEET ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF A
 LM0006'LARGE ROCK, IN SECTION 26, TOWNSHIP 12 NORTH, RANGE 79 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0077 ***********************************************************************
 HL0077  DESIGNATION -  D 32
 HL0077  PID         -  HL0077
 HL0077  STATE/COUNTY-  CO/CONEJOS
 HL0077  USGS QUAD   -  ANTONITO (1967)
 HL0077
 HL0077                         *CURRENT SURVEY CONTROL
 HL0077  ___________________________________________________________________
 HL0077* NAD 83(1986)-  37 03 00.     (N)    106 00 23.     (W)     SCALED    
 HL0077* NAVD 88     -      2413.413  (meters)    7918.01   (feet)  POSTED    
 HL0077  ___________________________________________________________________
 HL0077  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 HL0077  DYNAMIC HT  -        2410.170 (meters)    7907.37  (feet)  COMP
 HL0077  MODELED GRAV-     979,200.3   (mgal)                       NAVD 88
 HL0077
 HL0077  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HL0077
 HL0077.The horizontal coordinates were scaled from a topographic map and have
 HL0077.an estimated accuracy of +/- 6 seconds.
 HL0077
 HL0077.The orthometric height was determined by differential leveling
 HL0077.and adjusted by the National Geodetic Survey in 1992..
 HL0077.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HL0077.rate of 1.1 thru 2.0 mm/km.
 HL0077
 HL0077.The geoid height was determined by GEOID03.
 HL0077
 HL0077.The dynamic height is computed by dividing the NAVD 88
 HL0077.geopotential number by the normal gravity value computed on the
 HL0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0077.degrees latitude (g = 980.6199 gals.).
 HL0077
 HL0077.The modeled gravity was interpolated from observed gravity values.
 HL0077
 HL0077;                    North         East    Units  Estimated Accuracy
 HL0077;SPC CO S     -   347,470.      869,360.      MT  (+/- 180 meters Scaled)
 HL0077
 HL0077                          SUPERSEDED SURVEY CONTROL
 HL0077
 HL0077  NGVD 29 (??/??/92) 2412.157  (m)         7913.89   (f) ADJ UNCH    1 2
 HL0077
 HL0077.Superseded values are not recommended for survey control.
 HL0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0077.See file dsdata.txt to determine how the superseded data were derived.
 HL0077
 HL0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB105008(NAD 83)
 HL0077_MARKER: DB = BENCH MARK DISK
 HL0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0077_STAMPING: 7913.885 D 32 1933
 HL0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0077+STABILITY: SURFACE MOTION
 HL0077
 HL0077  HISTORY     - Date     Condition        Report By
 HL0077  HISTORY     - 1933     MONUMENTED       CGS
 HL0077  HISTORY     - 1984     MARK NOT FOUND   NGS
 HL0077
 HL0077                          STATION DESCRIPTION
 HL0077
 HL0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HL0077'1.7 MI S FROM ANTONITO.
 HL0077'1.7 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 HL0077'ANTONITO, CONEJOS COUNTY, ABOUT 3.9 MILES NORTH OF THE NEW
 HL0077'MEXICO-COLORADO STATE LINE, AT THE NORTH END OF A SMALL FILL, 7.5 FEET
 HL0077'SOUTH OF MILEPOST 282, AND 13.6 FEET WEST OF THE CENTER LINE OF THE
 HL0077'TRACK.  A STANDARD DISK, STAMPED 7913.885 D 32 1933 AND SET IN THE TOP
 HL0077'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 HL0077
 HL0077                          STATION RECOVERY (1984)
 HL0077
 HL0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HL0077'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0314 ***********************************************************************
 JK0314  DESIGNATION -  D 320
 JK0314  PID         -  JK0314
 JK0314  STATE/COUNTY-  CO/EL PASO
 JK0314  USGS QUAD   -  TIMBER MOUNTAIN (1994)
 JK0314
 JK0314                         *CURRENT SURVEY CONTROL
 JK0314  ___________________________________________________________________
 JK0314* NAD 83(1986)-  38 31 36.     (N)    104 47 02.     (W)     SCALED    
 JK0314* NAVD 88     -      1718.796  (meters)    5639.08   (feet)  ADJUSTED  
 JK0314  ___________________________________________________________________
 JK0314  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 JK0314  DYNAMIC HT  -        1716.939 (meters)    5632.99  (feet)  COMP
 JK0314  MODELED GRAV-     979,487.7   (mgal)                       NAVD 88
 JK0314
 JK0314  VERT ORDER  -  SECOND    CLASS 0
 JK0314
 JK0314.The horizontal coordinates were scaled from a topographic map and have
 JK0314.an estimated accuracy of +/- 6 seconds.
 JK0314
 JK0314.The orthometric height was determined by differential leveling
 JK0314.and adjusted by the National Geodetic Survey in June 1991..
 JK0314
 JK0314.The geoid height was determined by GEOID03.
 JK0314
 JK0314.The dynamic height is computed by dividing the NAVD 88
 JK0314.geopotential number by the normal gravity value computed on the
 JK0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0314.degrees latitude (g = 980.6199 gals.).
 JK0314
 JK0314.The modeled gravity was interpolated from observed gravity values.
 JK0314
 JK0314;                    North         East    Units  Estimated Accuracy
 JK0314;SPC CO C     -   382,010.      976,850.      MT  (+/- 180 meters Scaled)
 JK0314
 JK0314                          SUPERSEDED SURVEY CONTROL
 JK0314
 JK0314  NGVD 29 (??/??/92) 1717.802  (m)         5635.82   (f) ADJ UNCH    2 0
 JK0314
 JK0314.Superseded values are not recommended for survey control.
 JK0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0314.See file dsdata.txt to determine how the superseded data were derived.
 JK0314
 JK0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC188642(NAD 83)
 JK0314_MARKER: DB = BENCH MARK DISK
 JK0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0314_STAMPING: D 320 1952
 JK0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0314+STABILITY: SURFACE MOTION
 JK0314
 JK0314  HISTORY     - Date     Condition        Report By
 JK0314  HISTORY     - 1952     MONUMENTED       CGS
 JK0314  HISTORY     - 1970     GOOD             NGS
 JK0314  HISTORY     - 1984     GOOD             NGS
 JK0314
 JK0314                          STATION DESCRIPTION
 JK0314
 JK0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JK0314'28.6 MI S FROM COLORADO SPRINGS.
 JK0314'REVISED DESCRIPTION- 17.1 MILES S ON NEVADA AVE. ALONG COLO HWY 115
 JK0314'FROM THE MAIN POST OFFICE IN COLORADO SPRINGS TO THE HITCH RACK
 JK0314'STEAKHOUSE ON THE LEFT, THENCE 0.1 MILE TO A GRAVEL ROAD AND GATE
 JK0314'ON THE LEFT, THENCE 0.1 MILE TO A GRAVEL RD AND GATE ON THE LEFT,
 JK0314'TURN LEFT THROUGH THE GATE AND PROCEED SE 2.0 MI ON RTE 9 TO A
 JK0314'Y-INTERSECTION, THENCE 0.3 MI ON RIGHT FORK TO CROSSROAD, RTE 11,
 JK0314'CONTINUE ON RTE 9 FOR 6.7 MILES TO THE CROSSROADS WITH RTE 8, TURN
 JK0314'LEFT ONTO RTE 8 AND PROCEED E 2.25 MILES TO THE STATION.  MARK IS 396
 JK0314'FEET S OF RTE 8 AND 309 FT N OF TANK TRAIL AND 120 FEET W OF OLD
 JK0314'CONCRETE WATER TANK, 30 FEET N OF CENTER OF GATE IN N-S FENCE, 2
 JK0314'FEET E OF THE FENCE AND 3 FEET SW OF WITNESS POST. SET IN THE TOP
 JK0314'OF A CONCRETE POST WHICH PROJECTS 0.4 FT ABOVE THE GROUND.
 JK0314
 JK0314                          STATION RECOVERY (1984)
 JK0314
 JK0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0314'ABOUT 5.7 KM (3.55 MI) WEST OF THE INTERSECTION OF MILITARY ROUTES 1
 JK0314'AND 8 ON MILITARY ROUTE 8 IN EORT CARSON, THENCE ABOUT 0.1 KM (0.05
 JK0314'MI) SOUTHEAST ALONGAN OLD FENCE LINE AND TO THE SITE OF AN OLD
 JK0314'WINDMILL, 89.9 M (295 FT) NORTH OF THE CENTER OF A TRACK ROAD
 JK0314'MEASURED ALONG AN OLD FENCE LINE, 30.5 M (100 FT) SOUTHWEST OF THE
 JK0314'SITE OF AN OLD WINDMILL, 9.1 M (30 FT) NORTHWEST OF THE CENTER OF A
 JK0314'DIM TRACK ROAD AND CENTER OF AN OLD WIRE GATE, 0.6 M (2 FT) EAST OF A
 JK0314'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0650 ***********************************************************************
 KK0650  DESIGNATION -  D 321
 KK0650  PID         -  KK0650
 KK0650  STATE/COUNTY-  CO/BOULDER
 KK0650  USGS QUAD   -  LOUISVILLE (1994)
 KK0650
 KK0650                         *CURRENT SURVEY CONTROL
 KK0650  ___________________________________________________________________
 KK0650* NAD 83(1986)-  39 57 31.     (N)    105 14 00.     (W)     SCALED    
 KK0650* NAVD 88     -      1668.905  (meters)    5475.40   (feet)  ADJUSTED  
 KK0650  ___________________________________________________________________
 KK0650  GEOID HEIGHT-         -15.89  (meters)                     GEOID03
 KK0650  DYNAMIC HT  -        1667.274 (meters)    5470.05  (feet)  COMP
 KK0650  MODELED GRAV-     979,591.2   (mgal)                       NAVD 88
 KK0650
 KK0650  VERT ORDER  -  SECOND    CLASS 0
 KK0650
 KK0650.The horizontal coordinates were scaled from a topographic map and have
 KK0650.an estimated accuracy of +/- 6 seconds.
 KK0650
 KK0650.The orthometric height was determined by differential leveling
 KK0650.and adjusted by the National Geodetic Survey in June 1991..
 KK0650
 KK0650.The geoid height was determined by GEOID03.
 KK0650
 KK0650.The dynamic height is computed by dividing the NAVD 88
 KK0650.geopotential number by the normal gravity value computed on the
 KK0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0650.degrees latitude (g = 980.6199 gals.).
 KK0650
 KK0650.The modeled gravity was interpolated from observed gravity values.
 KK0650
 KK0650;                    North         East    Units  Estimated Accuracy
 KK0650;SPC CO N     -   374,260.      937,190.      MT  (+/- 180 meters Scaled)
 KK0650
 KK0650                          SUPERSEDED SURVEY CONTROL
 KK0650
 KK0650  NGVD 29 (??/??/92) 1667.783  (m)         5471.72   (f) ADJ UNCH    2 0
 KK0650
 KK0650.Superseded values are not recommended for survey control.
 KK0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0650.See file dsdata.txt to determine how the superseded data were derived.
 KK0650
 KK0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE800231(NAD 83)
 KK0650_MARKER: DB = BENCH MARK DISK
 KK0650_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0650_SP_SET: BRIDGE
 KK0650_STAMPING: D 321 1952
 KK0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0650
 KK0650  HISTORY     - Date     Condition        Report By
 KK0650  HISTORY     - 1952     MONUMENTED       CGS
 KK0650  HISTORY     - 1982     MARK NOT FOUND   NGS
 KK0650
 KK0650                          STATION DESCRIPTION
 KK0650
 KK0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0650'4 MI S FROM BOULDER.
 KK0650'4.0 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE UNIVERSITY
 KK0650'INTERMEDIATE SCHOOL AT BOULDER, 18 FEET SOUTH OF THE CENTER
 KK0650'LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE WEST
 KK0650'CONCRETE ABUTMENT OF A BRIDGE OVER SOUTH BOULDER CREEK.
 KK0650
 KK0650                          STATION RECOVERY (1982)
 KK0650
 KK0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0650'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0651 ***********************************************************************
 KK0651  DESIGNATION -  D 321 RESET
 KK0651  PID         -  KK0651
 KK0651  STATE/COUNTY-  CO/BOULDER
 KK0651  USGS QUAD   -  LOUISVILLE (1994)
 KK0651
 KK0651                         *CURRENT SURVEY CONTROL
 KK0651  ___________________________________________________________________
 KK0651* NAD 83(1986)-  39 57 31.     (N)    105 14 01.     (W)     SCALED    
 KK0651* NAVD 88     -      1668.936  (meters)    5475.50   (feet)  ADJUSTED  
 KK0651  ___________________________________________________________________
 KK0651  GEOID HEIGHT-         -15.89  (meters)                     GEOID03
 KK0651  DYNAMIC HT  -        1667.306 (meters)    5470.15  (feet)  COMP
 KK0651  MODELED GRAV-     979,591.2   (mgal)                       NAVD 88
 KK0651
 KK0651  VERT ORDER  -  FIRST     CLASS II
 KK0651
 KK0651.The horizontal coordinates were scaled from a topographic map and have
 KK0651.an estimated accuracy of +/- 6 seconds.
 KK0651
 KK0651.The orthometric height was determined by differential leveling
 KK0651.and adjusted by the National Geodetic Survey in June 1991..
 KK0651
 KK0651.The geoid height was determined by GEOID03.
 KK0651
 KK0651.The dynamic height is computed by dividing the NAVD 88
 KK0651.geopotential number by the normal gravity value computed on the
 KK0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0651.degrees latitude (g = 980.6199 gals.).
 KK0651
 KK0651.The modeled gravity was interpolated from observed gravity values.
 KK0651
 KK0651;                    North         East    Units  Estimated Accuracy
 KK0651;SPC CO N     -   374,260.      937,160.      MT  (+/- 180 meters Scaled)
 KK0651
 KK0651                          SUPERSEDED SURVEY CONTROL
 KK0651
 KK0651  NGVD 29 (??/??/??) 1667.966  (m)         5472.32   (f) ADJUSTED    1 2
 KK0651
 KK0651.Superseded values are not recommended for survey control.
 KK0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0651.See file dsdata.txt to determine how the superseded data were derived.
 KK0651
 KK0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE800231(NAD 83)
 KK0651_MARKER: DB = BENCH MARK DISK
 KK0651_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KK0651_STAMPING: D 321 RESET 1968
 KK0651_MARK LOGO: CGS   
 KK0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0651+STABILITY: SURFACE MOTION
 KK0651
 KK0651  HISTORY     - Date     Condition        Report By
 KK0651  HISTORY     - 1968     MONUMENTED       CODH
 KK0651  HISTORY     - 1982     GOOD             NGS
 KK0651  HISTORY     - 1984     GOOD             NGS
 KK0651
 KK0651                          STATION DESCRIPTION
 KK0651
 KK0651'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1968
 KK0651'4 MI S FROM BOULDER.
 KK0651'4.0 MILES SOUTH ALONG STATE HIGHWAY 93 FROM THE UNIVERSITY
 KK0651'INTERMEDIATE SCHOOL AT BOULDER, SET IN THE TOP OF THE WEST END
 KK0651'OF THE NORTH CONCRETE ABUTMENT OF A BRIDGE OVER SOUTH BOULDER
 KK0651'CREEK.  THE DISK IS STAMPED D 321 RESET 1968.
 KK0651
 KK0651                          STATION RECOVERY (1982)
 KK0651
 KK0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0651'RECOVERED IN GOOD CONDITION.
 KK0651
 KK0651                          STATION RECOVERY (1984)
 KK0651
 KK0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK0651'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.0 KM (2.5
 KK0651'MI) SOUTHERLY ALONG U.S. HIGHWAY 36 FROM ITS NORTH JUNCTION WITH STATE
 KK0651'HIGHWAY 119 IN BOULDER, THENCE 0.4 KM (0.25 MI) WEST ALONG BASELINE
 KK0651'ROAD, THENCE 5.4 KM (3.35 MI) SOUTHERLY ALONG STATE HIGHWAY 93, IN TOP
 KK0651'OF AND 1.4 METERS (4.6 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 KK0651'SOUTHWEST CONCRETE HEADWALL OF CONCRETE CULVERT NUMBER E16AN SPANNING
 KK0651'SOUTH BOULDER CREEK, AND 7.1 METERS (23.3 FT) SOUTHWEST OF THE
 KK0651'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY.
 KK0651'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0523 ***********************************************************************
 LL0523  DESIGNATION -  D 322 RESET
 LL0523  PID         -  LL0523
 LL0523  STATE/COUNTY-  CO/LARIMER
 LL0523  USGS QUAD   -  FORT COLLINS (1984)
 LL0523
 LL0523                         *CURRENT SURVEY CONTROL
 LL0523  ___________________________________________________________________
 LL0523* NAD 83(1986)-  40 32 32.     (N)    105 04 37.     (W)     SCALED    
 LL0523* NAVD 88     -      1534.506  (meters)    5034.46   (feet)  ADJUSTED  
 LL0523  ___________________________________________________________________
 LL0523  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 LL0523  DYNAMIC HT  -        1533.205 (meters)    5030.19  (feet)  COMP
 LL0523  MODELED GRAV-     979,722.9   (mgal)                       NAVD 88
 LL0523
 LL0523  VERT ORDER  -  FIRST     CLASS II
 LL0523
 LL0523.The horizontal coordinates were scaled from a topographic map and have
 LL0523.an estimated accuracy of +/- 6 seconds.
 LL0523
 LL0523.The orthometric height was determined by differential leveling
 LL0523.and adjusted by the National Geodetic Survey in June 1991..
 LL0523
 LL0523.The geoid height was determined by GEOID03.
 LL0523
 LL0523.The dynamic height is computed by dividing the NAVD 88
 LL0523.geopotential number by the normal gravity value computed on the
 LL0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0523.degrees latitude (g = 980.6199 gals.).
 LL0523
 LL0523.The modeled gravity was interpolated from observed gravity values.
 LL0523
 LL0523;                    North         East    Units  Estimated Accuracy
 LL0523;SPC CO N     -   439,110.      950,240.      MT  (+/- 180 meters Scaled)
 LL0523
 LL0523                          SUPERSEDED SURVEY CONTROL
 LL0523
 LL0523  NGVD 29 (??/??/??) 1533.640  (m)         5031.62   (f) ADJUSTED    1 2
 LL0523
 LL0523.Superseded values are not recommended for survey control.
 LL0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0523.See file dsdata.txt to determine how the superseded data were derived.
 LL0523
 LL0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE934879(NAD 83)
 LL0523_MARKER: DB = BENCH MARK DISK
 LL0523_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LL0523_STAMPING: D 322 RESET 1971
 LL0523_MARK LOGO: NGS   
 LL0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0523+STABILITY: SURFACE MOTION
 LL0523
 LL0523  HISTORY     - Date     Condition        Report By
 LL0523  HISTORY     - 1971     MONUMENTED       CODH
 LL0523  HISTORY     - 1984     GOOD             NGS
 LL0523
 LL0523                          STATION DESCRIPTION
 LL0523
 LL0523'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1971
 LL0523'2.1 MI S FROM FORT COLLINS.
 LL0523'2.1 MILES SOUTH ALONG U.S. HIGHWAYS 287 FROM THE SOUTH MAIN
 LL0523'ENTRANCE TO COLORADO STATE UNIVERSITY AT FORT COLLINS, 56 FEET
 LL0523'EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 LL0523'BRIDGE CURB ON THE EAST SIDE OF THE BRIDGE (B 16 G) AND 4 FEET SOUTH
 LL0523'OF THE NORTH ABUTMENT.
 LL0523
 LL0523                          STATION RECOVERY (1984)
 LL0523
 LL0523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0523'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  5.4 KM
 LL0523'(3.35 MI) SOUTH ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH STATE
 LL0523'HIGHWAY 14 IN FORT COLLINS, IN THE NORTH END OF THE EAST CONCRETE
 LL0523'HEADWALL OF AN 8- BY 24-FOOT BOX CULVERT, 6.1 METERS (20.0 FT) EAST OF
 LL0523'THE CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, AND 1.7 METERS
 LL0523'(5.6 FT) SOUTH OF THE NORTH END OF THE HEADWALL.
 LL0523'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0964 ***********************************************************************
 LL0964  DESIGNATION -  D 324
 LL0964  PID         -  LL0964
 LL0964  STATE/COUNTY-  CO/LARIMER
 LL0964  USGS QUAD   -  CRAZY MOUNTAIN (1975)
 LL0964
 LL0964                         *CURRENT SURVEY CONTROL
 LL0964  ___________________________________________________________________
 LL0964* NAD 83(1986)-  40 57 31.     (N)    105 59 05.     (W)     SCALED    
 LL0964* NAVD 88     -      2400.215  (meters)    7874.71   (feet)  ADJUSTED  
 LL0964  ___________________________________________________________________
 LL0964  GEOID HEIGHT-         -11.05  (meters)                     GEOID03
 LL0964  DYNAMIC HT  -        2397.892 (meters)    7867.08  (feet)  COMP
 LL0964  MODELED GRAV-     979,568.8   (mgal)                       NAVD 88
 LL0964
 LL0964  VERT ORDER  -  SECOND    CLASS 0
 LL0964
 LL0964.The horizontal coordinates were scaled from a topographic map and have
 LL0964.an estimated accuracy of +/- 6 seconds.
 LL0964
 LL0964.The orthometric height was determined by differential leveling
 LL0964.and adjusted by the National Geodetic Survey in June 1991..
 LL0964
 LL0964.The geoid height was determined by GEOID03.
 LL0964
 LL0964.The dynamic height is computed by dividing the NAVD 88
 LL0964.geopotential number by the normal gravity value computed on the
 LL0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0964.degrees latitude (g = 980.6199 gals.).
 LL0964
 LL0964.The modeled gravity was interpolated from observed gravity values.
 LL0964
 LL0964;                    North         East    Units  Estimated Accuracy
 LL0964;SPC CO N     -   485,380.      873,590.      MT  (+/- 180 meters Scaled)
 LL0964
 LL0964                          SUPERSEDED SURVEY CONTROL
 LL0964
 LL0964  NGVD 29 (??/??/92) 2398.979  (m)         7870.65   (f) ADJ UNCH    2 0
 LL0964
 LL0964.Superseded values are not recommended for survey control.
 LL0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0964.See file dsdata.txt to determine how the superseded data were derived.
 LL0964
 LL0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF171346(NAD 83)
 LL0964_MARKER: DB = BENCH MARK DISK
 LL0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0964_STAMPING: D 324 1951
 LL0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0964+STABILITY: SURFACE MOTION
 LL0964
 LL0964  HISTORY     - Date     Condition        Report By
 LL0964  HISTORY     - 1951     MONUMENTED       CGS
 LL0964
 LL0964                          STATION DESCRIPTION
 LL0964
 LL0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0964'12.2 MI S FROM WOODS LANDING.
 LL0964'12.2 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE LARAMIE
 LL0964'RIVER BRIDGE AT WOODS LANDING, 80 FEET SOUTHWEST OF THE CENTER
 LL0964'LINE OF THE ROAD, 24 FEET SOUTHWEST OF A TELEPHONE POLE, 2.5 FEET
 LL0964'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 LL0964'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0938 ***********************************************************************
 LL0938  DESIGNATION -  D 325
 LL0938  PID         -  LL0938
 LL0938  STATE/COUNTY-  CO/LARIMER
 LL0938  USGS QUAD   -  BOSTON PEAK (1962)
 LL0938
 LL0938                         *CURRENT SURVEY CONTROL
 LL0938  ___________________________________________________________________
 LL0938* NAD 83(1986)-  40 41 50.     (N)    105 51 32.     (W)     SCALED    
 LL0938* NAVD 88     -      2597.724  (meters)    8522.70   (feet)  ADJUSTED  
 LL0938  ___________________________________________________________________
 LL0938  GEOID HEIGHT-         -11.10  (meters)                     GEOID03
 LL0938  DYNAMIC HT  -        2594.996 (meters)    8513.75  (feet)  COMP
 LL0938  MODELED GRAV-     979,480.1   (mgal)                       NAVD 88
 LL0938
 LL0938  VERT ORDER  -  SECOND    CLASS 0
 LL0938
 LL0938.The horizontal coordinates were scaled from a topographic map and have
 LL0938.an estimated accuracy of +/- 6 seconds.
 LL0938
 LL0938.The orthometric height was determined by differential leveling
 LL0938.and adjusted by the National Geodetic Survey in June 1991..
 LL0938
 LL0938.The geoid height was determined by GEOID03.
 LL0938
 LL0938.The dynamic height is computed by dividing the NAVD 88
 LL0938.geopotential number by the normal gravity value computed on the
 LL0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0938.degrees latitude (g = 980.6199 gals.).
 LL0938
 LL0938.The modeled gravity was interpolated from observed gravity values.
 LL0938
 LL0938;                    North         East    Units  Estimated Accuracy
 LL0938;SPC CO N     -   456,300.      884,070.      MT  (+/- 180 meters Scaled)
 LL0938
 LL0938                          SUPERSEDED SURVEY CONTROL
 LL0938
 LL0938  NGVD 29 (??/??/92) 2596.358  (m)         8518.22   (f) ADJ UNCH    2 0
 LL0938
 LL0938.Superseded values are not recommended for survey control.
 LL0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0938.See file dsdata.txt to determine how the superseded data were derived.
 LL0938
 LL0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF274055(NAD 83)
 LL0938_MARKER: DB = BENCH MARK DISK
 LL0938_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LL0938_SP_SET: LARGE ROCK
 LL0938_STAMPING: D 325 1951
 LL0938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0938
 LL0938  HISTORY     - Date     Condition        Report By
 LL0938  HISTORY     - 1951     MONUMENTED       CGS
 LL0938
 LL0938                          STATION DESCRIPTION
 LL0938
 LL0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0938'10.8 MI SE FROM GLENDEVEY.
 LL0938'3.2 MILES EAST ALONG A WINDING GRAVELED ROAD FROM THE GROCERY
 LL0938'STORE AT GLENDEVEY LODGE, THENCE 7.6 MILES SOUTH ALONG A WINDING
 LL0938'GRAVELED ROAD, 39 FEET EAST OF THE CENTER LINE OF THE ROAD, 3
 LL0938'FEET ABOVE THE GROUND, SET IN THE TOP OF A LARGE GRANITE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0869 ***********************************************************************
 LL0869  DESIGNATION -  D 326
 LL0869  PID         -  LL0869
 LL0869  STATE/COUNTY-  CO/BOULDER
 LL0869  USGS QUAD   -  ALLENS PARK (1978)
 LL0869
 LL0869                         *CURRENT SURVEY CONTROL
 LL0869  ___________________________________________________________________
 LL0869* NAD 83(1986)-  40 12 43.     (N)    105 31 31.     (W)     SCALED    
 LL0869* NAVD 88     -      2546.728  (meters)    8355.39   (feet)  ADJUSTED  
 LL0869  ___________________________________________________________________
 LL0869  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 LL0869  DYNAMIC HT  -        2543.998 (meters)    8346.43  (feet)  COMP
 LL0869  MODELED GRAV-     979,460.8   (mgal)                       NAVD 88
 LL0869
 LL0869  VERT ORDER  -  SECOND    CLASS 0
 LL0869
 LL0869.The horizontal coordinates were scaled from a topographic map and have
 LL0869.an estimated accuracy of +/- 6 seconds.
 LL0869
 LL0869.The orthometric height was determined by differential leveling
 LL0869.and adjusted by the National Geodetic Survey in June 1991..
 LL0869
 LL0869.The geoid height was determined by GEOID03.
 LL0869
 LL0869.The dynamic height is computed by dividing the NAVD 88
 LL0869.geopotential number by the normal gravity value computed on the
 LL0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0869.degrees latitude (g = 980.6199 gals.).
 LL0869
 LL0869.The modeled gravity was interpolated from observed gravity values.
 LL0869
 LL0869;                    North         East    Units  Estimated Accuracy
 LL0869;SPC CO N     -   402,350.      912,250.      MT  (+/- 180 meters Scaled)
 LL0869
 LL0869                          SUPERSEDED SURVEY CONTROL
 LL0869
 LL0869  NGVD 29 (??/??/92) 2545.414  (m)         8351.08   (f) ADJ UNCH    2 0
 LL0869
 LL0869.Superseded values are not recommended for survey control.
 LL0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0869.See file dsdata.txt to determine how the superseded data were derived.
 LL0869
 LL0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE553514(NAD 83)
 LL0869_MARKER: DB = BENCH MARK DISK
 LL0869_SETTING: 80 = SET IN A BOULDER
 LL0869_STAMPING: D 326 1951
 LL0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0869+STABILITY: SURFACE MOTION
 LL0869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0869+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 LL0869
 LL0869  HISTORY     - Date     Condition        Report By
 LL0869  HISTORY     - 1951     MONUMENTED       CGS
 LL0869  HISTORY     - 19990915 GOOD             USPSQD
 LL0869  HISTORY     - 20010331 GOOD             NGS
 LL0869  HISTORY     - 20031016 GOOD             USPSQD
 LL0869  HISTORY     - 20050901 GOOD             USPSQD
 LL0869
 LL0869                          STATION DESCRIPTION
 LL0869
 LL0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0869'1.8 MI N FROM ALLENSPARK.
 LL0869'1.85 MILES NORTH ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT
 LL0869'ALLENSPARK, AT THE ENTRANCE TO THE PINE-AIR COTTAGES, 45 FEET EAST
 LL0869'OF THE CENTER LINE OF THE HIGHWAY, 30 FEET SOUTH OF THE CENTER LINE
 LL0869'OF A PRIVATE DRIVEWAY LEADING TO THE COTTAGES, 16 FEET EAST OF
 LL0869'A FENCE, SET IN THE TOP OF A LARGE GRANITE BOULDER.
 LL0869
 LL0869                          STATION RECOVERY (1999)
 LL0869
 LL0869'RECOVERY NOTE BY US POWER SQUADRON 1999
 LL0869'RECOVERED IN GOOD CONDITION.
 LL0869
 LL0869                          STATION RECOVERY (2001)
 LL0869
 LL0869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0869'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL0869
 LL0869                          STATION RECOVERY (2003)
 LL0869
 LL0869'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 LL0869'RECOVERED IN GOOD CONDITION.
 LL0869
 LL0869                          STATION RECOVERY (2005)
 LL0869
 LL0869'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 LL0869'CHANGE HWY. 7 TO STATE HWY 84.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0845 ***********************************************************************
 LL0845  DESIGNATION -  D 327
 LL0845  PID         -  LL0845
 LL0845  STATE/COUNTY-  CO/GRAND
 LL0845  USGS QUAD   -  FALL RIVER PASS (1977)
 LL0845
 LL0845                         *CURRENT SURVEY CONTROL
 LL0845  ___________________________________________________________________
 LL0845* NAD 83(1986)-  40 27 50.     (N)    105 50 51.     (W)     SCALED    
 LL0845* NAVD 88     -      3107.927  (meters)   10196.59   (feet)  ADJUSTED  
 LL0845  ___________________________________________________________________
 LL0845  GEOID HEIGHT-         -11.37  (meters)                     GEOID03
 LL0845  DYNAMIC HT  -        3104.264 (meters)   10184.57  (feet)  COMP
 LL0845  MODELED GRAV-     979,332.3   (mgal)                       NAVD 88
 LL0845
 LL0845  VERT ORDER  -  SECOND    CLASS 0
 LL0845
 LL0845.The horizontal coordinates were scaled from a topographic map and have
 LL0845.an estimated accuracy of +/- 6 seconds.
 LL0845
 LL0845.The orthometric height was determined by differential leveling
 LL0845.and adjusted by the National Geodetic Survey in June 1991..
 LL0845
 LL0845.The geoid height was determined by GEOID03.
 LL0845
 LL0845.The dynamic height is computed by dividing the NAVD 88
 LL0845.geopotential number by the normal gravity value computed on the
 LL0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0845.degrees latitude (g = 980.6199 gals.).
 LL0845
 LL0845.The modeled gravity was interpolated from observed gravity values.
 LL0845
 LL0845;                    North         East    Units  Estimated Accuracy
 LL0845;SPC CO N     -   430,390.      884,930.      MT  (+/- 180 meters Scaled)
 LL0845
 LL0845                          SUPERSEDED SURVEY CONTROL
 LL0845
 LL0845  NGVD 29 (??/??/92) 3106.328  (m)        10191.34   (f) ADJ UNCH    2 0
 LL0845
 LL0845.Superseded values are not recommended for survey control.
 LL0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0845.See file dsdata.txt to determine how the superseded data were derived.
 LL0845
 LL0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE281795(NAD 83)
 LL0845_MARKER: DB = BENCH MARK DISK
 LL0845_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LL0845_SP_SET: GRANITE ROCK
 LL0845_STAMPING: D 327 1951
 LL0845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0845
 LL0845  HISTORY     - Date     Condition        Report By
 LL0845  HISTORY     - 1951     MONUMENTED       CGS
 LL0845
 LL0845                          STATION DESCRIPTION
 LL0845
 LL0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0845'24.3 MI NE FROM GRAND LAKE.
 LL0845'10.8 MILES NORTH ALONG U.S. HIGHWAY 34 FROM ITS JUNCTION WITH STATE
 LL0845'HIGHWAY 278 AT GRAND LAKE, THENCE 3.25 MILES WEST ALONG A WINDING
 LL0845'PRIVATE ROAD LEADING TO THE WATER SUPPLY AND STORAGE COMPANY DITCH,
 LL0845'THENCE 10.25 MILES NORTHEAST ALONG THE DITCH ROAD LEADING TO
 LL0845'LONG DRAW RESERVOIR, 47 FEET NORTHWEST OF THE CENTER LINE OF THE
 LL0845'ROAD, 8 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE DITCH, 5 FEET
 LL0845'NORTH OF A LARGE GRANITE BOULDER WHICH IS ON THE EDGE OF THE DITCH,
 LL0845'LEVEL WITH THE ROAD, SET IN THE TOP OF A GRANITE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0646 ***********************************************************************
 LL0646  DESIGNATION -  D 328
 LL0646  PID         -  LL0646
 LL0646  STATE/COUNTY-  CO/BOULDER
 LL0646  USGS QUAD   -  LYONS (1978)
 LL0646
 LL0646                         *CURRENT SURVEY CONTROL
 LL0646  ___________________________________________________________________
 LL0646* NAD 83(1986)-  40 11 01.     (N)    105 20 23.     (W)     SCALED    
 LL0646* NAVD 88     -      1873.005  (meters)    6145.02   (feet)  ADJUSTED  
 LL0646  ___________________________________________________________________
 LL0646  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 LL0646  DYNAMIC HT  -        1871.182 (meters)    6139.04  (feet)  COMP
 LL0646  MODELED GRAV-     979,586.1   (mgal)                       NAVD 88
 LL0646
 LL0646  VERT ORDER  -  SECOND    CLASS 0
 LL0646
 LL0646.The horizontal coordinates were scaled from a topographic map and have
 LL0646.an estimated accuracy of +/- 6 seconds.
 LL0646
 LL0646.The orthometric height was determined by differential leveling
 LL0646.and adjusted by the National Geodetic Survey in June 1991..
 LL0646
 LL0646.The geoid height was determined by GEOID03.
 LL0646
 LL0646.The dynamic height is computed by dividing the NAVD 88
 LL0646.geopotential number by the normal gravity value computed on the
 LL0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0646.degrees latitude (g = 980.6199 gals.).
 LL0646
 LL0646.The modeled gravity was interpolated from observed gravity values.
 LL0646
 LL0646;                    North         East    Units  Estimated Accuracy
 LL0646;SPC CO N     -   399,220.      928,050.      MT  (+/- 180 meters Scaled)
 LL0646
 LL0646                          SUPERSEDED SURVEY CONTROL
 LL0646
 LL0646  NGVD 29 (??/??/92) 1871.876  (m)         6141.31   (f) ADJ UNCH    2 0
 LL0646
 LL0646.Superseded values are not recommended for survey control.
 LL0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0646.See file dsdata.txt to determine how the superseded data were derived.
 LL0646
 LL0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE710481(NAD 83)
 LL0646_MARKER: DB = BENCH MARK DISK
 LL0646_SETTING: 80 = SET IN A BOULDER
 LL0646_STAMPING: D 328 1951
 LL0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0646+STABILITY: SURFACE MOTION
 LL0646
 LL0646  HISTORY     - Date     Condition        Report By
 LL0646  HISTORY     - 1951     MONUMENTED       CGS
 LL0646  HISTORY     - 1957     MARK NOT FOUND   NGS
 LL0646
 LL0646                          STATION DESCRIPTION
 LL0646
 LL0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 LL0646'6.6 MI SW FROM LYONS.
 LL0646'6.6 MILES SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE
 LL0646'AT LYONS, BETWEEN THE HIGHWAY AND ST. VRAIN CREEK, 45 FEET
 LL0646'EAST OF THE CENTER LINE OF THE HIGHWAY, 8 FEET NORTH OF A 10
 LL0646'INCH TRIANGULAR BLAZED PINE TREE, 2 FEET ABOVE THE LEVEL OF THE
 LL0646'HIGHWAY, SET IN THE TOP OF A LARGE GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0625 ***********************************************************************
 LL0625  DESIGNATION -  D 329
 LL0625  PID         -  LL0625
 LL0625  STATE/COUNTY-  CO/BOULDER
 LL0625  USGS QUAD   -  HYGIENE (1979)
 LL0625
 LL0625                         *CURRENT SURVEY CONTROL
 LL0625  ___________________________________________________________________
 LL0625* NAD 83(1986)-  40 11 21.     (N)    105 09 34.     (W)     SCALED    
 LL0625* NAVD 88     -      1542.336  (meters)    5060.15   (feet)  POSTED    
 LL0625  ___________________________________________________________________
 LL0625  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 LL0625  DYNAMIC HT  -        1540.920 (meters)    5055.50  (feet)  COMP
 LL0625  MODELED GRAV-     979,655.0   (mgal)                       NAVD 88
 LL0625
 LL0625  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0625
 LL0625.The horizontal coordinates were scaled from a topographic map and have
 LL0625.an estimated accuracy of +/- 6 seconds.
 LL0625
 LL0625.The orthometric height was determined by differential leveling
 LL0625.and adjusted by the National Geodetic Survey in 1992..
 LL0625.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0625.rate of 0.0 thru 1.0 mm/km.
 LL0625
 LL0625.The geoid height was determined by GEOID03.
 LL0625
 LL0625.The dynamic height is computed by dividing the NAVD 88
 LL0625.geopotential number by the normal gravity value computed on the
 LL0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0625.degrees latitude (g = 980.6199 gals.).
 LL0625
 LL0625.The modeled gravity was interpolated from observed gravity values.
 LL0625
 LL0625;                    North         East    Units  Estimated Accuracy
 LL0625;SPC CO N     -   399,880.      943,400.      MT  (+/- 180 meters Scaled)
 LL0625
 LL0625                          SUPERSEDED SURVEY CONTROL
 LL0625
 LL0625  NGVD 29 (??/??/92) 1541.336  (m)         5056.87   (f) ADJ UNCH    2 0
 LL0625
 LL0625.Superseded values are not recommended for survey control.
 LL0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0625.See file dsdata.txt to determine how the superseded data were derived.
 LL0625
 LL0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE864487(NAD 83)
 LL0625_MARKER: DB = BENCH MARK DISK
 LL0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0625_STAMPING: D 329 1951
 LL0625_MARK LOGO: CGS   
 LL0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0625+STABILITY: SURFACE MOTION
 LL0625
 LL0625  HISTORY     - Date     Condition        Report By
 LL0625  HISTORY     - 1951     MONUMENTED       CGS
 LL0625  HISTORY     - 1983     GOOD             NGS
 LL0625  HISTORY     - 1984     GOOD             NGS
 LL0625  HISTORY     - 19971002 MARK NOT FOUND   USPSQD
 LL0625  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL0625  HISTORY     - 20060118 MARK NOT FOUND   NGS
 LL0625
 LL0625                          STATION DESCRIPTION
 LL0625
 LL0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0625'1.1 MI E FROM HYGIENE.
 LL0625'1.1 MILES EAST ALONG STATE HIGHWAY 379 FROM THE POST OFFICE AT
 LL0625'HYGIENE, AT THE HOME OF C.W. SCOBEE, 290 FEET NORTH OF THE CENTER
 LL0625'LINE OF THE HIGHWAY, 90 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 LL0625'HOUSE, 48 FEET WEST OF THE CENTER LINE OF A DRIVEWAY LEADING TO
 LL0625'A GARAGE, 12 FEET SOUTHWEST OF THE CENTER LINE OF THE LEFT FORK
 LL0625'OF THE DRIVEWAY, 9 FEET SOUTHEAST OF A POWER POLE, SET IN THE
 LL0625'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 LL0625
 LL0625                          STATION RECOVERY (1983)
 LL0625
 LL0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0625'NEW DESC: IT IS 1.8 KM (1.1 MILE) EAST ALONG STATE HIGHWAY 379 FROM
 LL0625'THE POST OFFICE IN HYGIENE TO A LIGHT BROWN HOUSE WITH A GREEN ROOF
 LL0625'SITTING BY ITSELF ON THE LEFT SIDE OF THE ROAD. IT IS 27.3 M (89.5
 LL0625'FT) SOUTH FROM THE FRONT DOOR OF THE HOUSE AND DIRECTLY IN LINE WITH
 LL0625'THE DOOR, 16.9 M (55.5 FT) WEST FROM THE EASTERN TELEPHONE POLE WHICH
 LL0625'HAS A TRANSFORNER ON IT, 13.7 M (45 FT) WEST FROM THE CENTER OF THE
 LL0625'EASTERN LOOP OF THE DRIVEWAY IN FRONT OF THE HOUSE, 3.0 M (10 FT)
 LL0625'SOUTHEAST FROM THE WESTERN TELEPHONE POLE, 2.0 M (6.5 FT) EAST FROM A
 LL0625'FENCE ON THE WESTSIDE OF THE HOUSE, AND IN LINE OF A ROW OF TREES
 LL0625'JUST EAST OF A SMALL IRRIGATION DITCH.
 LL0625
 LL0625                          STATION RECOVERY (1984)
 LL0625
 LL0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0625'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO.
 LL0625
 LL0625                          STATION RECOVERY (1997)
 LL0625
 LL0625'RECOVERY NOTE BY US POWER SQUADRON 1997
 LL0625'MARK NOT FOUND.
 LL0625
 LL0625                          STATION RECOVERY (2001)
 LL0625
 LL0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0625'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL0625
 LL0625                          STATION RECOVERY (2006)
 LL0625
 LL0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (DW)
 LL0625'BUILDINGS, DRIVEWAY, FENCE, TELEPHONE POLE AND TREES ARE GONE.  DITCH
 LL0625'REMAINS AND IS FILLED WITH PUSSYWILLOWS.  MARK COULD BE BURIED, BUT
 LL0625'WAS LIKELY REMOVED WITH EVERYTHING ELSE.  HWY 379 IS NOW KNOWN AS 17TH
 LL0625'AVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0976 ***********************************************************************
 KK0976  DESIGNATION -  D 33
 KK0976  PID         -  KK0976
 KK0976  STATE/COUNTY-  CO/GRAND
 KK0976  USGS QUAD   -  FRASER (1957)
 KK0976
 KK0976                         *CURRENT SURVEY CONTROL
 KK0976  ___________________________________________________________________
 KK0976* NAD 83(1986)-  39 56 46.     (N)    105 49 02.     (W)     SCALED    
 KK0976* NAVD 88     -      2612.287  (meters)    8570.48   (feet)  ADJUSTED  
 KK0976  ___________________________________________________________________
 KK0976  GEOID HEIGHT-         -12.43  (meters)                     GEOID03
 KK0976  DYNAMIC HT  -        2609.298 (meters)    8560.67  (feet)  COMP
 KK0976  MODELED GRAV-     979,386.9   (mgal)                       NAVD 88
 KK0976
 KK0976  VERT ORDER  -  SECOND    CLASS 0
 KK0976
 KK0976.The horizontal coordinates were scaled from a topographic map and have
 KK0976.an estimated accuracy of +/- 6 seconds.
 KK0976
 KK0976.The orthometric height was determined by differential leveling
 KK0976.and adjusted by the National Geodetic Survey in June 1991..
 KK0976
 KK0976.The geoid height was determined by GEOID03.
 KK0976
 KK0976.The dynamic height is computed by dividing the NAVD 88
 KK0976.geopotential number by the normal gravity value computed on the
 KK0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0976.degrees latitude (g = 980.6199 gals.).
 KK0976
 KK0976.The modeled gravity was interpolated from observed gravity values.
 KK0976
 KK0976;                    North         East    Units  Estimated Accuracy
 KK0976;SPC CO N     -   372,890.      887,290.      MT  (+/- 180 meters Scaled)
 KK0976
 KK0976                          SUPERSEDED SURVEY CONTROL
 KK0976
 KK0976  NGVD 29 (??/??/92) 2610.843  (m)         8565.74   (f) ADJ UNCH    2 0
 KK0976
 KK0976.Superseded values are not recommended for survey control.
 KK0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0976.See file dsdata.txt to determine how the superseded data were derived.
 KK0976
 KK0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE301220(NAD 83)
 KK0976_MARKER: DD = SURVEY DISK
 KK0976_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0976_SP_SET: CONCRETE FILLED STOVEPIPE
 KK0976_STAMPING: D 33 1934 COLO
 KK0976_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0976
 KK0976  HISTORY     - Date     Condition        Report By
 KK0976  HISTORY     - 1934     MONUMENTED       USGS
 KK0976  HISTORY     - 1954     GOOD             NGS
 KK0976
 KK0976                          STATION DESCRIPTION
 KK0976
 KK0976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0976'AT FRASER.
 KK0976'AT FRASER, GRAND COUNTY, 67 FEET NORTHWEST OF THE NORTHWEST CORNER
 KK0976'OF THE DENVER AND SALT LAKE RAILWAY STATION, 69 FEET SOUTHWEST OF
 KK0976'THE SOUTH CORNER OF THE FRASER MERCANTILE CO. STORE, 67 FEET WEST
 KK0976'OF THE CENTER OF A GRAVEL-STREET CROSSING, 50 FEET NORTHWEST OF THE
 KK0976'CENTER LINE OF THE MAIN TRACK, IN LINE WITH A ROW OF POLES, AND 11
 KK0976'FEET NORTHWEST OF THE FIRST POLE NORTHWEST OF THE STATION.  A UNITED
 KK0976'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED COLO D 33 1934 AND
 KK0976'SET IN THE TOP OF A STOVEPIPE FILLED WITH CONCRETE PROJECTING 0.6
 KK0976'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0294 ***********************************************************************
 HK0294  DESIGNATION -  D 33
 HK0294  PID         -  HK0294
 HK0294  STATE/COUNTY-  CO/ALAMOSA
 HK0294  USGS QUAD   -  ALAMOSA WEST (1966)
 HK0294
 HK0294                         *CURRENT SURVEY CONTROL
 HK0294  ___________________________________________________________________
 HK0294* NAD 83(1986)-  37 27 13.     (N)    105 52 40.     (W)     SCALED    
 HK0294* NAVD 88     -      2298.825  (meters)    7542.06   (feet)  POSTED    
 HK0294  ___________________________________________________________________
 HK0294  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 HK0294  DYNAMIC HT  -        2295.810 (meters)    7532.17  (feet)  COMP
 HK0294  MODELED GRAV-     979,234.3   (mgal)                       NAVD 88
 HK0294
 HK0294  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 HK0294
 HK0294.The horizontal coordinates were scaled from a topographic map and have
 HK0294.an estimated accuracy of +/- 6 seconds.
 HK0294
 HK0294.The orthometric height was determined by differential leveling
 HK0294.and adjusted by the National Geodetic Survey in 1992..
 HK0294.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 HK0294.rate of 4.1 thru 8.0 mm/km.
 HK0294
 HK0294.The geoid height was determined by GEOID03.
 HK0294
 HK0294.The dynamic height is computed by dividing the NAVD 88
 HK0294.geopotential number by the normal gravity value computed on the
 HK0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0294.degrees latitude (g = 980.6199 gals.).
 HK0294
 HK0294.The modeled gravity was interpolated from observed gravity values.
 HK0294
 HK0294;                    North         East    Units  Estimated Accuracy
 HK0294;SPC CO S     -   392,210.      880,980.      MT  (+/- 180 meters Scaled)
 HK0294
 HK0294                          SUPERSEDED SURVEY CONTROL
 HK0294
 HK0294  NGVD 29 (??/??/92) 2297.647  (m)         7538.20   (f) ADJ UNCH    1 2
 HK0294
 HK0294.Superseded values are not recommended for survey control.
 HK0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0294.See file dsdata.txt to determine how the superseded data were derived.
 HK0294
 HK0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB223455(NAD 83)
 HK0294_MARKER: DB = BENCH MARK DISK
 HK0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0294_STAMPING: 7538.197 D 33 1933
 HK0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0294+STABILITY: SURFACE MOTION
 HK0294
 HK0294  HISTORY     - Date     Condition        Report By
 HK0294  HISTORY     - 1933     MONUMENTED       CGS
 HK0294  HISTORY     - 1934     GOOD             NGS
 HK0294  HISTORY     - 1984     MARK NOT FOUND   NGS
 HK0294
 HK0294                          STATION DESCRIPTION
 HK0294
 HK0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HK0294'1.3 MI S FROM ALAMOSA.
 HK0294'ABOUT 1.3 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN
 HK0294'RAILROAD FROM ALAMOSA, ALAMOSA COUNTY, ABOUT 180 YARDS SOUTH
 HK0294'OF THE SOUTH HEAD BLOCK IN THE FREIGHT CLASSIFICATION YARD,
 HK0294'5 FEET NORTHEAST OF MILEPOST 253, ABOUT 162 YARDS FROM A ROAD
 HK0294'CROSSING, AND 12 FEET WEST OF THE CENTER LINE OF THE TRACK.  A
 HK0294'STANDARD DISK, STAMPED 7538.197 D 33 1933 AND SET IN THE TOP
 HK0294'OF A CONCRETE POST PROJECTING ABOUT 10 INCHES ABOVE GROUND.
 HK0294
 HK0294                          STATION RECOVERY (1984)
 HK0294
 HK0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0294'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0130 ***********************************************************************
 LL0130  DESIGNATION -  D 330
 LL0130  PID         -  LL0130
 LL0130  STATE/COUNTY-  CO/WELD
 LL0130  USGS QUAD   -  DEARFIELD (1951)
 LL0130
 LL0130                         *CURRENT SURVEY CONTROL
 LL0130  ___________________________________________________________________
 LL0130* NAD 83(1986)-  40 17 30.     (N)    104 16 34.     (W)     SCALED    
 LL0130* NAVD 88     -      1369.639  (meters)    4493.56   (feet)  ADJUSTED  
 LL0130  ___________________________________________________________________
 LL0130  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 LL0130  DYNAMIC HT  -        1368.500 (meters)    4489.82  (feet)  COMP
 LL0130  MODELED GRAV-     979,746.1   (mgal)                       NAVD 88
 LL0130
 LL0130  VERT ORDER  -  SECOND    CLASS 0
 LL0130
 LL0130.The horizontal coordinates were scaled from a topographic map and have
 LL0130.an estimated accuracy of +/- 6 seconds.
 LL0130
 LL0130.The orthometric height was determined by differential leveling
 LL0130.and adjusted by the National Geodetic Survey in June 1991..
 LL0130
 LL0130.The geoid height was determined by GEOID03.
 LL0130
 LL0130.The dynamic height is computed by dividing the NAVD 88
 LL0130.geopotential number by the normal gravity value computed on the
 LL0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0130.degrees latitude (g = 980.6199 gals.).
 LL0130
 LL0130.The modeled gravity was interpolated from observed gravity values.
 LL0130
 LL0130;                    North         East    Units  Estimated Accuracy
 LL0130;SPC CO N     -   411,920.    1,018,460.      MT  (+/- 180 meters Scaled)
 LL0130
 LL0130                          SUPERSEDED SURVEY CONTROL
 LL0130
 LL0130  NGVD 29 (??/??/92) 1368.843  (m)         4490.95   (f) ADJ UNCH    2 0
 LL0130
 LL0130.Superseded values are not recommended for survey control.
 LL0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0130.See file dsdata.txt to determine how the superseded data were derived.
 LL0130
 LL0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE615603(NAD 83)
 LL0130_MARKER: DB = BENCH MARK DISK
 LL0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0130_STAMPING: D 330 1952
 LL0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0130+STABILITY: SURFACE MOTION
 LL0130
 LL0130  HISTORY     - Date     Condition        Report By
 LL0130  HISTORY     - 1952     MONUMENTED       CGS
 LL0130
 LL0130                          STATION DESCRIPTION
 LL0130
 LL0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0130'2.8 MI SW FROM MASTERS.
 LL0130'1.2 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE UNION PACIFIC
 LL0130'RAILROAD STATION AT MASTERS, THENCE 1.6 MILES WEST ALONG U.S.
 LL0130'HIGHWAY 34, 0.85 MILE EAST OF A RANCH ROAD LEADING SOUTH, 18 FEET
 LL0130'NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 LL0130'WEST END OF THE NORTH HEADWALL OF A 10 X 16 FOOT CONCRETE CULVERT
 LL0130'UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0089 ***********************************************************************
 LL0089  DESIGNATION -  D 331
 LL0089  PID         -  LL0089
 LL0089  STATE/COUNTY-  CO/WELD
 LL0089  USGS QUAD   -  DEARFIELD (1951)
 LL0089
 LL0089                         *CURRENT SURVEY CONTROL
 LL0089  ___________________________________________________________________
 LL0089* NAD 83(1986)-  40 18 31.     (N)    104 18 18.     (W)     SCALED    
 LL0089* NAVD 88     -      1369.015  (meters)    4491.51   (feet)  POSTED    
 LL0089  ___________________________________________________________________
 LL0089  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 LL0089  DYNAMIC HT  -        1367.880 (meters)    4487.79  (feet)  COMP
 LL0089  MODELED GRAV-     979,746.5   (mgal)                       NAVD 88
 LL0089
 LL0089  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0089
 LL0089.The horizontal coordinates were scaled from a topographic map and have
 LL0089.an estimated accuracy of +/- 6 seconds.
 LL0089
 LL0089.The orthometric height was determined by differential leveling
 LL0089.and adjusted by the National Geodetic Survey in 1992..
 LL0089.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0089.rate of 0.0 thru 1.0 mm/km.
 LL0089
 LL0089.The geoid height was determined by GEOID03.
 LL0089
 LL0089.The dynamic height is computed by dividing the NAVD 88
 LL0089.geopotential number by the normal gravity value computed on the
 LL0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0089.degrees latitude (g = 980.6199 gals.).
 LL0089
 LL0089.The modeled gravity was interpolated from observed gravity values.
 LL0089
 LL0089;                    North         East    Units  Estimated Accuracy
 LL0089;SPC CO N     -   413,770.    1,015,980.      MT  (+/- 180 meters Scaled)
 LL0089
 LL0089                          SUPERSEDED SURVEY CONTROL
 LL0089
 LL0089  NGVD 29 (??/??/92) 1368.212  (m)         4488.88   (f) ADJ UNCH    2 0
 LL0089
 LL0089.Superseded values are not recommended for survey control.
 LL0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0089.See file dsdata.txt to determine how the superseded data were derived.
 LL0089
 LL0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE590622(NAD 83)
 LL0089_MARKER: DB = BENCH MARK DISK
 LL0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0089_STAMPING: D 331 1952
 LL0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0089+STABILITY: SURFACE MOTION
 LL0089
 LL0089  HISTORY     - Date     Condition        Report By
 LL0089  HISTORY     - 1952     MONUMENTED       CGS
 LL0089  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0089
 LL0089                          STATION DESCRIPTION
 LL0089
 LL0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0089'7.2 MI E FROM HARDIN.
 LL0089'7.15 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL0089'STATION AT HARDIN, 0.15 MILE WEST OF A FENCE LEADING NORTH, 286
 LL0089'FEET NORTHWEST OF SEMAPHORE 1279, 260 FEET NORTH OF THE NORTH RAIL,
 LL0089'226 FEET NORTH OF MILEPOST 128, 213 FEET NORTH OF A FENCE, ON THE
 LL0089'SOUTH SIDE OF A SANDY SLOPE, 15 FEET ABOVE THE TOP OF THE RAILS,
 LL0089'3.1 FEET WEST OF A WITNESS POST, 1.25 MILES WEST OF BENCH MARK
 LL0089'A 18, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT
 LL0089'ABOVE THE GROUND.
 LL0089
 LL0089                          STATION RECOVERY (1984)
 LL0089
 LL0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0026 ***********************************************************************
 JJ0026  CBN         -  This is a Cooperative Base Network Control Station.
 JJ0026  DESIGNATION -  D 332
 JJ0026  PID         -  JJ0026
 JJ0026  STATE/COUNTY-  CO/CHEYENNE
 JJ0026  USGS QUAD   -  ARAPAHOE SE (1969)
 JJ0026
 JJ0026                         *CURRENT SURVEY CONTROL
 JJ0026  ___________________________________________________________________
 JJ0026* NAD 83(1992)-  38 51 18.94700(N)    102 03 43.08797(W)     ADJUSTED  
 JJ0026* NAVD 88     -      1186.422  (meters)    3892.45   (feet)  ADJUSTED  
 JJ0026  ___________________________________________________________________
 JJ0026  X           -  -1,039,483.046 (meters)                     COMP
 JJ0026  Y           -  -4,864,506.676 (meters)                     COMP
 JJ0026  Z           -   3,980,546.883 (meters)                     COMP
 JJ0026  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 JJ0026  ELLIP HEIGHT-        1163.10  (meters)          (10/21/02) GPS OBS
 JJ0026  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 JJ0026  DYNAMIC HT  -        1185.369 (meters)    3889.00  (feet)  COMP
 JJ0026  MODELED GRAV-     979,699.7   (mgal)                       NAVD 88
 JJ0026
 JJ0026  HORZ ORDER  -  B
 JJ0026  VERT ORDER  -  FIRST     CLASS II
 JJ0026  ELLP ORDER  -  FOURTH    CLASS II
 JJ0026
 JJ0026.The horizontal coordinates were established by GPS observations
 JJ0026.and adjusted by the National Geodetic Survey in May 1992..
 JJ0026
 JJ0026.The orthometric height was determined by differential leveling
 JJ0026.and adjusted by the National Geodetic Survey in June 1991..
 JJ0026
 JJ0026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JJ0026
 JJ0026.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0026
 JJ0026.The ellipsoidal height was determined by GPS observations
 JJ0026.and is referenced to NAD 83.
 JJ0026
 JJ0026.The geoid height was determined by GEOID03.
 JJ0026
 JJ0026.The dynamic height is computed by dividing the NAVD 88
 JJ0026.geopotential number by the normal gravity value computed on the
 JJ0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0026.degrees latitude (g = 980.6199 gals.).
 JJ0026
 JJ0026.The modeled gravity was interpolated from observed gravity values.
 JJ0026
 JJ0026;                    North         East     Units Scale Factor Converg.
 JJ0026;SPC CO C     -   423,887.898 1,212,744.291   MT  0.99994506   +2 10 06.0
 JJ0026;SPC CO C     - 1,390,705.55  3,978,811.89   sFT  0.99994506   +2 10 06.0
 JJ0026;SPC KS N     -    65,846.140    47,535.579   MT  0.99998052   -2 34 12.2
 JJ0026;UTM  13      - 4,304,818.021   754,950.789   MT  1.00040048   +1 50 39.1
 JJ0026;UTM  14      - 4,305,171.695   234,292.226   MT  1.00046946   -1 55 19.4
 JJ0026
 JJ0026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0026!SPC CO C     -   0.99981754  x   0.99994506  =   0.99976261
 JJ0026!SPC KS N     -   0.99981754  x   0.99998052  =   0.99979807
 JJ0026!UTM  13      -   0.99981754  x   1.00040048  =   1.00021795
 JJ0026!UTM  14      -   0.99981754  x   1.00046946  =   1.00028692
 JJ0026
 JJ0026                          SUPERSEDED SURVEY CONTROL
 JJ0026
 JJ0026  NAD 83(1986)-  38 51 18.94204(N)    102 03 43.08610(W) AD(       ) 3
 JJ0026  ELLIP H (05/26/92) 1163.09   (m)                       GP(       ) 4 1
 JJ0026  NAVD 88 (05/26/92) 1186.42   (m)         3892.4    (f) LEVELING    3  
 JJ0026  NGVD 29 (??/??/92) 1185.956  (m)         3890.92   (f) ADJ UNCH    1 2
 JJ0026
 JJ0026.Superseded values are not recommended for survey control.
 JJ0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0026.See file dsdata.txt to determine how the superseded data were derived.
 JJ0026
 JJ0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD5495104818(NAD 83)
 JJ0026_MARKER: DB = BENCH MARK DISK
 JJ0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0026_SP_SET: CONCRETE POST
 JJ0026_STAMPING: D 332 1952
 JJ0026_MARK LOGO: CGS   
 JJ0026_MAGNETIC: N = NO MAGNETIC MATERIAL
 JJ0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0026+STABILITY: SURFACE MOTION
 JJ0026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0026+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1997
 JJ0026
 JJ0026  HISTORY     - Date     Condition        Report By
 JJ0026  HISTORY     - 1952     MONUMENTED       CGS
 JJ0026  HISTORY     - 19910420 GOOD             NGS
 JJ0026  HISTORY     - 19920623 GOOD             CODH
 JJ0026  HISTORY     - 19970430 GOOD             NGS
 JJ0026
 JJ0026                          STATION DESCRIPTION
 JJ0026
 JJ0026'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JJ0026'6.4 MI E FROM ARAPAHOE.
 JJ0026'6.45 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE HARMACK
 JJ0026'GRAIN COMPANY ELEVATOR AT ARAPAHOE, 0.9 MILE WEST OF THE COLORADO
 JJ0026'AND KANSAS STATE LINE.  1 POLE WEST OF MILEPOST 447, 156.3 FEET
 JJ0026'SOUTH OF THE SOUTH RAIL, 71.2 FEET NORTH OF THE CENTER LINE OF U.S.
 JJ0026'HIGHWAY 40, 14.3 FEET NORTH OF A FENCE, 2.5 FEET SOUTH OF A WITNESS
 JJ0026'POST, 0.9 MILE WEST OF BENCH MARK E 298, SET IN THE TOP OF A
 JJ0026'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 JJ0026
 JJ0026                          STATION RECOVERY (1991)
 JJ0026
 JJ0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JJ0026'STATION IS LOCATED ABOUT 11 KM (6.8 MI) EAST-NORTHEAST OF ARAPAHOE,
 JJ0026'1.4 KM (0.9 MI) WEST OF THE KANSAS STATE LINE, 0.81 KM (0.50 MI) WEST
 JJ0026'OF ROAD 60, ALONG US HIGHWAY 40, IN A WEED STRIP BETWEEN THE HIGHWAY
 JJ0026'AND RAILROAD TRACK, AT MILE 486.03, IN NORTH CENTRAL SECTION 12, T 14
 JJ0026'S, R 42 W.  OWNERSHIP--UNION PACIFIC RAILROAD.
 JJ0026'TO REACH FROM THE JUNCTION OF US HIGHWAY 40 AND THE PAVED ROAD LEADING
 JJ0026'NORTH INTO ARAPAHOE, GO EASTERLY ON HIGHWAY 40 FOR 6.12 KM (3.80 MI)
 JJ0026'TO A GRAVEL ROAD LEFT, ROAD 58.  CONTINUE AHEAD FOR 4.18 KM (2.60 MI)
 JJ0026'TO THE STATION ON THE LEFT.
 JJ0026'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST
 JJ0026'PROJECTING 1 CM.  IT IS 21.8 M (71.5 FT) NORTH-NORTHWEST OF, AND
 JJ0026'LEVEL WITH THE HIGHWAY CENTER, 47.3 M (155.2 FT) SOUTH-SOUTHEAST OF
 JJ0026'THE SOUTH RAIL OF RAILROAD TRACK, 0.4 M (1.3 FT) SOUTH-SOUTHEAST OF A
 JJ0026'FIBERGLASS WITNESS POST, 4.3 M (14.1 FT) NORTH OF A CONCRETE
 JJ0026'RIGHT-OF-WAY POST AND 54.3 M (178.1 FT) NORTHEAST OF MILEPOST 486.
 JJ0026'DESCRIBED BY G.R.HEID
 JJ0026
 JJ0026                          STATION RECOVERY (1992)
 JJ0026
 JJ0026'RECOVERY NOTE BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1992
 JJ0026'THE STATION IS LOCATED ABOUT 6.35 MI (10.22 KM) EAST - NORTHEAST OF
 JJ0026'ARAPAHOE, 0.9 MI (1.45 KM) WEST OF THE COLORADO - KANSAS STATE LINE,
 JJ0026'0.50 MI (0.80 KM) WEST OF COUNTY RD 60, 15.1 MI (24.30 KM) EAST -
 JJ0026'NORTHEAST OF CHEYENNE WELLS, ALONG U.S. HIGHWAY 40, IN A WEED STRIP
 JJ0026'BETWEEN THE HIGHWAY AND THE UNION PACIFIC RAILROAD TRACK, AT U.S.
 JJ0026'HIGHWAY 40 MILEPOST 486.03, IN THE NORTH CENTRAL PART OF SECTION 12,
 JJ0026'T 14 S, R 42 W. OWNERSHIP--UNION PACIFIC RAILROAD.
 JJ0026'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND U.S.
 JJ0026'HIGHWAY 385 EAST OF CHEYENNE WELLS, GO EAST - NORTHEAST ON U.S.
 JJ0026'HIGHWAY 40 FOR 15.1 MI (24.30 KM) TO THE STATION ON THE LEFT.
 JJ0026'THE STATION MARK IS A BRASS DISK IN A CONCRETE POST FLUSH WITH THE
 JJ0026'GROUND. IT IS 71.5 FT (21.79 M) NORTH - NORTHWEST OF THE HIGHWAY
 JJ0026'CENTERLINE, 155.2 FT (47.31 M) SOUTH - SOUTHEAST OF THE SOUTH RAIL OF
 JJ0026'THE UNION PACIFIC RAILROAD TRACK, 1.3 FT (0.40 M) SOUTH - SOUTHWEST
 JJ0026'OF A FIBERGLASS WITNESS POST, 14.1 FT (4.30 M) NORTH OF A CONCRETE
 JJ0026'RIGHT-OF-WAY POST, AND 178.1 FT (54.28 M) NORTHEAST OF MILE MARKER
 JJ0026'486, AND ABOUT LEVEL WITH THE HIGHWAY.
 JJ0026
 JJ0026                          STATION RECOVERY (1997)
 JJ0026
 JJ0026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 JJ0026'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1206 ***********************************************************************
 KK1206  DESIGNATION -  D 336
 KK1206  PID         -  KK1206
 KK1206  STATE/COUNTY-  CO/GRAND
 KK1206  USGS QUAD   -  EAST PORTAL (1958)
 KK1206
 KK1206                         *CURRENT SURVEY CONTROL
 KK1206  ___________________________________________________________________
 KK1206* NAD 83(1986)-  39 54 09.     (N)    105 43 04.     (W)     SCALED    
 KK1206* NAVD 88     -      3300.925  (meters)   10829.78   (feet)  ADJUSTED  
 KK1206  ___________________________________________________________________
 KK1206  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 KK1206  DYNAMIC HT  -        3296.800 (meters)   10816.25  (feet)  COMP
 KK1206  MODELED GRAV-     979,254.5   (mgal)                       NAVD 88
 KK1206
 KK1206  VERT ORDER  -  SECOND    CLASS 0
 KK1206
 KK1206.The horizontal coordinates were scaled from a topographic map and have
 KK1206.an estimated accuracy of +/- 6 seconds.
 KK1206
 KK1206.The orthometric height was determined by differential leveling
 KK1206.and adjusted by the National Geodetic Survey in June 1991..
 KK1206
 KK1206.The geoid height was determined by GEOID03.
 KK1206
 KK1206.The dynamic height is computed by dividing the NAVD 88
 KK1206.geopotential number by the normal gravity value computed on the
 KK1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1206.degrees latitude (g = 980.6199 gals.).
 KK1206
 KK1206.The modeled gravity was interpolated from observed gravity values.
 KK1206
 KK1206;                    North         East    Units  Estimated Accuracy
 KK1206;SPC CO N     -   368,020.      895,780.      MT  (+/- 180 meters Scaled)
 KK1206
 KK1206                          SUPERSEDED SURVEY CONTROL
 KK1206
 KK1206  NGVD 29 (??/??/92) 3299.246  (m)        10824.28   (f) ADJ UNCH    2 0
 KK1206
 KK1206.Superseded values are not recommended for survey control.
 KK1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1206.See file dsdata.txt to determine how the superseded data were derived.
 KK1206
 KK1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE386171(NAD 83)
 KK1206_MARKER: DB = BENCH MARK DISK
 KK1206_SETTING: 66 = SET IN ROCK OUTCROP
 KK1206_SP_SET: OUTCROP
 KK1206_STAMPING: D 336 1952
 KK1206_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1206+STABILITY: POSITION/ELEVATION WELL
 KK1206
 KK1206  HISTORY     - Date     Condition        Report By
 KK1206  HISTORY     - 1952     MONUMENTED       CGS
 KK1206
 KK1206                          STATION DESCRIPTION
 KK1206
 KK1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK1206'9.2 MI E FROM WEST PORTAL.
 KK1206'0.2 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE WEST ENTRANCE
 KK1206'TO THE MOFFAT TUNNEL AT WEST PORTAL, THENCE 2.8 MILES NORTH
 KK1206'ALONG A TRACK ROAD, THENCE 6.25 MILES EAST ALONG AN ABANDONED
 KK1206'RAILROAD GRADE, 400 FEET WEST OF A CURVE IN THE OLD GRADE,
 KK1206'5 FEET ABOVE THE LEVEL OF THE OLD GRADE, SET IN THE TOP OF A
 KK1206'GRANITE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0300 ***********************************************************************
 KK0300  DESIGNATION -  D 337
 KK0300  PID         -  KK0300
 KK0300  STATE/COUNTY-  CO/DOUGLAS
 KK0300  USGS QUAD   -  PONDEROSA PARK (1994)
 KK0300
 KK0300                         *CURRENT SURVEY CONTROL
 KK0300  ___________________________________________________________________
 KK0300* NAD 83(1986)-  39 23 02.     (N)    104 43 37.     (W)     SCALED    
 KK0300* NAVD 88     -      1952.507  (meters)    6405.85   (feet)  POSTED    
 KK0300  ___________________________________________________________________
 KK0300  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 KK0300  DYNAMIC HT  -        1950.490 (meters)    6399.23  (feet)  COMP
 KK0300  MODELED GRAV-     979,521.9   (mgal)                       NAVD 88
 KK0300
 KK0300  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0300
 KK0300.The horizontal coordinates were scaled from a topographic map and have
 KK0300.an estimated accuracy of +/- 6 seconds.
 KK0300
 KK0300.The orthometric height was determined by differential leveling
 KK0300.and adjusted by the National Geodetic Survey in 1992..
 KK0300.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0300.rate of 1.1 thru 2.0 mm/km.
 KK0300
 KK0300.The geoid height was determined by GEOID03.
 KK0300
 KK0300.The dynamic height is computed by dividing the NAVD 88
 KK0300.geopotential number by the normal gravity value computed on the
 KK0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0300.degrees latitude (g = 980.6199 gals.).
 KK0300
 KK0300.The modeled gravity was interpolated from observed gravity values.
 KK0300
 KK0300;                    North         East    Units  Estimated Accuracy
 KK0300;SPC CO C     -   477,210.      981,000.      MT  (+/- 180 meters Scaled)
 KK0300
 KK0300                          SUPERSEDED SURVEY CONTROL
 KK0300
 KK0300  NGVD 29 (??/??/92) 1951.496  (m)         6402.53   (f) ADJ UNCH    2 0
 KK0300
 KK0300.Superseded values are not recommended for survey control.
 KK0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0300.See file dsdata.txt to determine how the superseded data were derived.
 KK0300
 KK0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED235594(NAD 83)
 KK0300_MARKER: DB = BENCH MARK DISK
 KK0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0300_STAMPING: D 337 1952
 KK0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0300+STABILITY: SURFACE MOTION
 KK0300
 KK0300  HISTORY     - Date     Condition        Report By
 KK0300  HISTORY     - 1952     MONUMENTED       CGS
 KK0300
 KK0300                          STATION DESCRIPTION
 KK0300
 KK0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0300'7.2 MI W FROM ELIZABETH.
 KK0300'7.25 MILES WEST ALONG STATE HIGHWAY 86 FROM THE JONES MOTOR
 KK0300'COMPANY BUILDING AT ELIZABETH, 105 FEET EAST OF THE CENTER LINE OF
 KK0300'A PRIVATE ROAD LEADING NORTH, 76 FEET NORTH OF THE CENTER LINE OF
 KK0300'THE HIGHWAY, 3 FEET SOUTH OF A FENCE, 3 FEET EAST OF A WITNESS POST,
 KK0300'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 KK0300'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0376 ***********************************************************************
 JK0376  DESIGNATION -  D 338
 JK0376  PID         -  JK0376
 JK0376  STATE/COUNTY-  CO/FREMONT
 JK0376  USGS QUAD   -  PHANTOM CANYON (1954)
 JK0376
 JK0376                         *CURRENT SURVEY CONTROL
 JK0376  ___________________________________________________________________
 JK0376* NAD 83(1986)-  38 33 59.     (N)    105 05 21.     (W)     SCALED    
 JK0376* NAVD 88     -      2140.196  (meters)    7021.63   (feet)  ADJUSTED  
 JK0376  ___________________________________________________________________
 JK0376  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 JK0376  DYNAMIC HT  -        2137.734 (meters)    7013.55  (feet)  COMP
 JK0376  MODELED GRAV-     979,401.1   (mgal)                       NAVD 88
 JK0376
 JK0376  VERT ORDER  -  SECOND    CLASS 0
 JK0376
 JK0376.The horizontal coordinates were scaled from a topographic map and have
 JK0376.an estimated accuracy of +/- 6 seconds.
 JK0376
 JK0376.The orthometric height was determined by differential leveling
 JK0376.and adjusted by the National Geodetic Survey in June 1991..
 JK0376
 JK0376.The geoid height was determined by GEOID03.
 JK0376
 JK0376.The dynamic height is computed by dividing the NAVD 88
 JK0376.geopotential number by the normal gravity value computed on the
 JK0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0376.degrees latitude (g = 980.6199 gals.).
 JK0376
 JK0376.The modeled gravity was interpolated from observed gravity values.
 JK0376
 JK0376;                    North         East    Units  Estimated Accuracy
 JK0376;SPC CO C     -   386,260.      950,210.      MT  (+/- 180 meters Scaled)
 JK0376
 JK0376                          SUPERSEDED SURVEY CONTROL
 JK0376
 JK0376  NGVD 29 (??/??/92) 2139.075  (m)         7017.95   (f) ADJ UNCH    2 0
 JK0376
 JK0376.Superseded values are not recommended for survey control.
 JK0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0376.See file dsdata.txt to determine how the superseded data were derived.
 JK0376
 JK0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC922686(NAD 83)
 JK0376_MARKER: DB = BENCH MARK DISK
 JK0376_SETTING: 66 = SET IN ROCK OUTCROP
 JK0376_SP_SET: GRANITE OUTCROP
 JK0376_STAMPING: D 338 1952
 JK0376_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0376+STABILITY: POSITION/ELEVATION WELL
 JK0376
 JK0376  HISTORY     - Date     Condition        Report By
 JK0376  HISTORY     - 1952     MONUMENTED       CGS
 JK0376
 JK0376                          STATION DESCRIPTION
 JK0376
 JK0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JK0376'16.4 MI S FROM VICTOR.
 JK0376'16.4 MILES SOUTH ALONG STATE HIGHWAY 67 FROM THE GRADE SCHOOL AT
 JK0376'VICTOR, 0.15 MILE SOUTHEAST OF AN ABANDONED LOG CABIN, 18 FEET NORTH
 JK0376'OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT ABOVE THE LEVEL OF THE
 JK0376'HIGHWAY, SET IN THE TOP OF THE SOUTHEAST END OF A LARGE GRANITE
 JK0376'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0383 ***********************************************************************
 HK0383  DESIGNATION -  D 34
 HK0383  PID         -  HK0383
 HK0383  STATE/COUNTY-  CO/SAGUACHE
 HK0383  USGS QUAD   -  MOFFAT SOUTH (1968)
 HK0383
 HK0383                         *CURRENT SURVEY CONTROL
 HK0383  ___________________________________________________________________
 HK0383* NAD 83(1986)-  37 59 54.     (N)    105 54 35.     (W)     SCALED    
 HK0383* NAVD 88     -      2305.894  (meters)    7565.25   (feet)  POSTED    
 HK0383  ___________________________________________________________________
 HK0383  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 HK0383  DYNAMIC HT  -        2302.990 (meters)    7555.73  (feet)  COMP
 HK0383  MODELED GRAV-     979,287.0   (mgal)                       NAVD 88
 HK0383
 HK0383  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 HK0383
 HK0383.The horizontal coordinates were scaled from a topographic map and have
 HK0383.an estimated accuracy of +/- 6 seconds.
 HK0383
 HK0383.The orthometric height was determined by differential leveling
 HK0383.and adjusted by the National Geodetic Survey in 1992..
 HK0383.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 HK0383.rate of 3.1 thru 4.0 mm/km.
 HK0383
 HK0383.The geoid height was determined by GEOID03.
 HK0383
 HK0383.The dynamic height is computed by dividing the NAVD 88
 HK0383.geopotential number by the normal gravity value computed on the
 HK0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0383.degrees latitude (g = 980.6199 gals.).
 HK0383
 HK0383.The modeled gravity was interpolated from observed gravity values.
 HK0383
 HK0383;                    North         East    Units  Estimated Accuracy
 HK0383;SPC CO S     -   452,670.      878,420.      MT  (+/- 180 meters Scaled)
 HK0383
 HK0383                          SUPERSEDED SURVEY CONTROL
 HK0383
 HK0383  NGVD 29 (??/??/92) 2304.660  (m)         7561.21   (f) ADJ UNCH    1 2
 HK0383
 HK0383.Superseded values are not recommended for survey control.
 HK0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0383.See file dsdata.txt to determine how the superseded data were derived.
 HK0383
 HK0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC201060(NAD 83)
 HK0383_MARKER: DB = BENCH MARK DISK
 HK0383_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HK0383_SP_SET: CONCRETE SLAB
 HK0383_STAMPING: D 34 1933 7561.265
 HK0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0383
 HK0383  HISTORY     - Date     Condition        Report By
 HK0383  HISTORY     - 1933     MONUMENTED       CGS
 HK0383  HISTORY     - 1967     GOOD             USGS
 HK0383  HISTORY     - 1984     MARK NOT FOUND   NGS
 HK0383
 HK0383                          STATION DESCRIPTION
 HK0383
 HK0383'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 HK0383'AT MOFFAT.
 HK0383'AT, MOFFAT AT THE OLDEST BRICK BUILDING IN THE SCHOOL COMPLEX, 6
 HK0383'FEET NORTH OF THE CENTER OF THE EAST DOOR, IN A CONCRETE SLAB,
 HK0383'A STANDARD DISK STAMPED D 34, 1933, 7561.265.
 HK0383
 HK0383                          STATION RECOVERY (1984)
 HK0383
 HK0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0383'THE FOUNDATION PROJECTION HAS BEEN COVERED WITH NEW CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0009 ***********************************************************************
 JL0009  DESIGNATION -  D 340
 JL0009  PID         -  JL0009
 JL0009  STATE/COUNTY-  CO/CHAFFEE
 JL0009  USGS QUAD   -  NATHROP (1983)
 JL0009
 JL0009                         *CURRENT SURVEY CONTROL
 JL0009  ___________________________________________________________________
 JL0009* NAD 83(1986)-  38 37 58.     (N)    106 03 34.     (W)     SCALED    
 JL0009* NAVD 88     -      2237.892  (meters)    7342.15   (feet)  ADJUSTED  
 JL0009  ___________________________________________________________________
 JL0009  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 JL0009  DYNAMIC HT  -        2235.168 (meters)    7333.21  (feet)  COMP
 JL0009  MODELED GRAV-     979,331.2   (mgal)                       NAVD 88
 JL0009
 JL0009  VERT ORDER  -  FIRST     CLASS II
 JL0009
 JL0009.The horizontal coordinates were scaled from a topographic map and have
 JL0009.an estimated accuracy of +/- 6 seconds.
 JL0009
 JL0009.The orthometric height was determined by differential leveling
 JL0009.and adjusted by the National Geodetic Survey in June 1991..
 JL0009
 JL0009.The geoid height was determined by GEOID03.
 JL0009
 JL0009.The dynamic height is computed by dividing the NAVD 88
 JL0009.geopotential number by the normal gravity value computed on the
 JL0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0009.degrees latitude (g = 980.6199 gals.).
 JL0009
 JL0009.The modeled gravity was interpolated from observed gravity values.
 JL0009
 JL0009;                    North         East    Units  Estimated Accuracy
 JL0009;SPC CO C     -   393,700.      865,690.      MT  (+/- 180 meters Scaled)
 JL0009
 JL0009                          SUPERSEDED SURVEY CONTROL
 JL0009
 JL0009  NGVD 29 (??/??/92) 2236.442  (m)         7337.39   (f) ADJ UNCH    1 2
 JL0009
 JL0009.Superseded values are not recommended for survey control.
 JL0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0009.See file dsdata.txt to determine how the superseded data were derived.
 JL0009
 JL0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC077765(NAD 83)
 JL0009_MARKER: DB = BENCH MARK DISK
 JL0009_SETTING: 66 = SET IN ROCK OUTCROP
 JL0009_SP_SET: ROCK LEDGE
 JL0009_STAMPING: D 340 1953
 JL0009_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0009+STABILITY: POSITION/ELEVATION WELL
 JL0009
 JL0009  HISTORY     - Date     Condition        Report By
 JL0009  HISTORY     - 1953     MONUMENTED       CGS
 JL0009  HISTORY     - 1984     MARK NOT FOUND   CGS
 JL0009
 JL0009                          STATION DESCRIPTION
 JL0009
 JL0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JL0009'8.8 MI NW FROM SALIDA.
 JL0009'8.8 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0009'FROM THE STATION AT SALIDA, 1.8 MILES NORTHWEST OF THE SECTION HOUSE
 JL0009'AT BROWN CANYON SIDING, 0.1 MILE SOUTHWEST OF MILEPOST 224, 137 FEET
 JL0009'SOUTHWEST OF THE NORTHEAST END OF A ROCK WALL, 42.4 FEET SOUTHEAST OF
 JL0009'THE SOUTHEAST RAIL, 13 FEET SOUTHEAST OF A ROW OF TELEPHONE POLES, 3
 JL0009'FEET ABOVE THE GROUND, SET IN THE TOP OF A GRANITE LEDGE.
 JL0009
 JL0009                          STATION RECOVERY (1984)
 JL0009
 JL0009'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1984
 JL0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0517 ***********************************************************************
 JK0517  DESIGNATION -  D 341
 JK0517  PID         -  JK0517
 JK0517  STATE/COUNTY-  CO/FREMONT
 JK0517  USGS QUAD   -  MC INTYRE HILLS (1980)
 JK0517
 JK0517                         *CURRENT SURVEY CONTROL
 JK0517  ___________________________________________________________________
 JK0517* NAD 83(1986)-  38 27 15.     (N)    105 29 30.     (W)     SCALED    
 JK0517* NAVD 88     -      1815.346  (meters)    5955.85   (feet)  ADJUSTED  
 JK0517  ___________________________________________________________________
 JK0517  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 JK0517  DYNAMIC HT  -        1813.297 (meters)    5949.13  (feet)  COMP
 JK0517  MODELED GRAV-     979,435.9   (mgal)                       NAVD 88
 JK0517
 JK0517  VERT ORDER  -  FIRST     CLASS II
 JK0517
 JK0517.The horizontal coordinates were scaled from a topographic map and have
 JK0517.an estimated accuracy of +/- 6 seconds.
 JK0517
 JK0517.The orthometric height was determined by differential leveling
 JK0517.and adjusted by the National Geodetic Survey in June 1991..
 JK0517
 JK0517.The geoid height was determined by GEOID03.
 JK0517
 JK0517.The dynamic height is computed by dividing the NAVD 88
 JK0517.geopotential number by the normal gravity value computed on the
 JK0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0517.degrees latitude (g = 980.6199 gals.).
 JK0517
 JK0517.The modeled gravity was interpolated from observed gravity values.
 JK0517
 JK0517;                    North         East    Units  Estimated Accuracy
 JK0517;SPC CO C     -   373,720.      915,130.      MT  (+/- 180 meters Scaled)
 JK0517
 JK0517                          SUPERSEDED SURVEY CONTROL
 JK0517
 JK0517  NGVD 29 (??/??/92) 1814.166  (m)         5951.98   (f) ADJ UNCH    1 2
 JK0517
 JK0517.Superseded values are not recommended for survey control.
 JK0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0517.See file dsdata.txt to determine how the superseded data were derived.
 JK0517
 JK0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC571563(NAD 83)
 JK0517_MARKER: DB = BENCH MARK DISK
 JK0517_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JK0517_SP_SET: FOUNDATION
 JK0517_STAMPING: D 341 1953
 JK0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0517
 JK0517  HISTORY     - Date     Condition        Report By
 JK0517  HISTORY     - 1953     MONUMENTED       CGS
 JK0517  HISTORY     - 1979     GOOD             USGS
 JK0517
 JK0517                          STATION DESCRIPTION
 JK0517
 JK0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0517'5.9 MI SW FROM PARKDALE.
 JK0517'5.9 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0517'FROM THE STATION AT PARKDALE, 0.2 MILE SOUTHWEST OF MILEPOST 177,
 JK0517'189 FEET SOUTH OF THE SOUTH RAIL, 37 FEET NORTHEAST OF THE NORTHEAST
 JK0517'CORNER OF A STEEL AND WOODEN BRIDGE OVER THE ARKANSAS RIVER, 17 FEET
 JK0517'EAST OF THE CENTER LINE OF A PRIVATE ROAD, 4 FEET NORTHWEST OF A
 JK0517'FENCE, 4 FEET ABOVE THE GROUND, SET IN THE TOP OF A 5X7 FOOT CONCRETE
 JK0517'FOUNDATION, IN THE LARGEST AND MOST SOUTHEASTERLY ONE OF A NUMBER
 JK0517'OF CONCRETE FOUNDATIONS.
 JK0517
 JK0517                          STATION RECOVERY (1979)
 JK0517
 JK0517'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JK0517'5.9 MILES SOUTHWEST ALONG THE DENVER AND THE RIO GRANDE WESTERN
 JK0517'RAILROAD FROM THE SECTION HOUSE AT PARKDALE SIDING, 0.2 MILES
 JK0517'SOUTHWEST OF MILEPOST 177, 199 FEET SOUTH OF THE SOUTH RAIL, 37 FEET
 JK0517'NORTHEAST OF THE NORTHEAST CORNER OF A STEEL AND WOODEN BRIDGE OVER
 JK0517'THE ARKANSAS RIVER, 17 FEET EAST OF THE CENTER LINE OF A PRIVATE
 JK0517'ROAD, 4 FEET NORTHWEST OF A FENCE, 4 FEET ABOVE THE GROUND, SET IN
 JK0517'THE TOP OF A 5 X 7 FOOT CONCRETE FOUNDATION, IN THE LARGEST AND MOST
 JK0517'SOUTHEASTERLY ONE OF A NUMBER OF CONCRETE FOUNDATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0109 ***********************************************************************
 JK0109  DESIGNATION -  D 342
 JK0109  PID         -  JK0109
 JK0109  STATE/COUNTY-  CO/FREMONT
 JK0109  USGS QUAD   -  HOBSON (1982)
 JK0109
 JK0109                         *CURRENT SURVEY CONTROL
 JK0109  ___________________________________________________________________
 JK0109* NAD 83(1986)-  38 21 22.     (N)    104 57 09.     (W)     SCALED    
 JK0109* NAVD 88     -      1515.157  (meters)    4970.98   (feet)  ADJUSTED  
 JK0109  ___________________________________________________________________
 JK0109  GEOID HEIGHT-         -17.68  (meters)                     GEOID03
 JK0109  DYNAMIC HT  -        1513.546 (meters)    4965.69  (feet)  COMP
 JK0109  MODELED GRAV-     979,513.1   (mgal)                       NAVD 88
 JK0109
 JK0109  VERT ORDER  -  FIRST     CLASS II
 JK0109
 JK0109.The horizontal coordinates were scaled from a topographic map and have
 JK0109.an estimated accuracy of +/- 6 seconds.
 JK0109
 JK0109.The orthometric height was determined by differential leveling
 JK0109.and adjusted by the National Geodetic Survey in June 1991..
 JK0109
 JK0109.The geoid height was determined by GEOID03.
 JK0109
 JK0109.The dynamic height is computed by dividing the NAVD 88
 JK0109.geopotential number by the normal gravity value computed on the
 JK0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0109.degrees latitude (g = 980.6199 gals.).
 JK0109
 JK0109.The modeled gravity was interpolated from observed gravity values.
 JK0109
 JK0109;                    North         East    Units  Estimated Accuracy
 JK0109;SPC CO C     -   362,980.      962,260.      MT  (+/- 180 meters Scaled)
 JK0109
 JK0109                          SUPERSEDED SURVEY CONTROL
 JK0109
 JK0109  NGVD 29 (??/??/92) 1514.225  (m)         4967.92   (f) ADJ UNCH    1 2
 JK0109
 JK0109.Superseded values are not recommended for survey control.
 JK0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0109.See file dsdata.txt to determine how the superseded data were derived.
 JK0109
 JK0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC041453(NAD 83)
 JK0109_MARKER: DB = BENCH MARK DISK
 JK0109_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JK0109_SP_SET: ABUTMENT
 JK0109_STAMPING: D 342 1953
 JK0109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0109
 JK0109  HISTORY     - Date     Condition        Report By
 JK0109  HISTORY     - 1953     MONUMENTED       CGS
 JK0109
 JK0109                          STATION DESCRIPTION
 JK0109
 JK0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0109'4.6 MI E FROM PORTLAND.
 JK0109'4.6 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0109'FROM THE STATION AT PORTLAND, 0.2 MILE NORTHWEST OF MILEPOST 141,
 JK0109'6 FEET SOUTHWEST OF THE SOUTHWEST RAIL, SET IN THE TOP OF THE
 JK0109'SOUTHWEST END OF THE NORTHWEST ABUTMENT OF CONCRETE BRIDGE 141.11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0127 ***********************************************************************
 JK0127  DESIGNATION -  D 343
 JK0127  PID         -  JK0127
 JK0127  STATE/COUNTY-  CO/PUEBLO
 JK0127  USGS QUAD   -  NORTHEAST PUEBLO (1974)
 JK0127
 JK0127                         *CURRENT SURVEY CONTROL
 JK0127  ___________________________________________________________________
 JK0127* NAD 83(1986)-  38 16 04.     (N)    104 34 02.     (W)     SCALED    
 JK0127* NAVD 88     -      1416.034  (meters)    4645.77   (feet)  ADJUSTED  
 JK0127  ___________________________________________________________________
 JK0127  GEOID HEIGHT-         -19.36  (meters)                     GEOID03
 JK0127  DYNAMIC HT  -        1414.563 (meters)    4640.95  (feet)  COMP
 JK0127  MODELED GRAV-     979,541.1   (mgal)                       NAVD 88
 JK0127
 JK0127  VERT ORDER  -  FIRST     CLASS II
 JK0127
 JK0127.The horizontal coordinates were scaled from a topographic map and have
 JK0127.an estimated accuracy of +/- 6 seconds.
 JK0127
 JK0127.The orthometric height was determined by differential leveling
 JK0127.and adjusted by the National Geodetic Survey in June 1991..
 JK0127
 JK0127.The geoid height was determined by GEOID03.
 JK0127
 JK0127.The dynamic height is computed by dividing the NAVD 88
 JK0127.geopotential number by the normal gravity value computed on the
 JK0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0127.degrees latitude (g = 980.6199 gals.).
 JK0127
 JK0127.The modeled gravity was interpolated from observed gravity values.
 JK0127
 JK0127;                    North         East    Units  Estimated Accuracy
 JK0127;SPC CO S     -   482,910.      996,030.      MT  (+/- 180 meters Scaled)
 JK0127
 JK0127                          SUPERSEDED SURVEY CONTROL
 JK0127
 JK0127  NGVD 29 (??/??/92) 1415.192  (m)         4643.01   (f) ADJ UNCH    1 2
 JK0127
 JK0127.Superseded values are not recommended for survey control.
 JK0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0127.See file dsdata.txt to determine how the superseded data were derived.
 JK0127
 JK0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC378356(NAD 83)
 JK0127_MARKER: DB = BENCH MARK DISK
 JK0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0127_STAMPING: D 343 1953
 JK0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0127+STABILITY: SURFACE MOTION
 JK0127
 JK0127  HISTORY     - Date     Condition        Report By
 JK0127  HISTORY     - 1953     MONUMENTED       CGS
 JK0127  HISTORY     - 1954     GOOD             NGS
 JK0127  HISTORY     - 1985     MARK NOT FOUND   NGS
 JK0127  HISTORY     - 19960104 MARK NOT FOUND   CODOT
 JK0127
 JK0127                          STATION DESCRIPTION
 JK0127
 JK0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0127'2.8 MI E FROM PUEBLO.
 JK0127'2.8 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 JK0127'FROM THE UNION STATION AT PUEBLO, AT THE CROSSING OF BOOTH AVENUE,
 JK0127'35.5 FEET NORTHWEST OF THE NORTHWEST RAIL, 43 FEET SOUTHWEST OF
 JK0127'THE CENTER LINE OF BOOTH AVENUE, 13.5 FEET SOUTHWEST OF A POWER
 JK0127'POLE, 1.8 FEET SOUTHWEST OF A WITNESS POST, 12 FEET BELOW THE TOP
 JK0127'OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 JK0127'FOOT ABOVE THE GROUND.
 JK0127
 JK0127                          STATION RECOVERY (1954)
 JK0127
 JK0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JK0127'RECOVERED IN GOOD CONDITION.
 JK0127
 JK0127                          STATION RECOVERY (1985)
 JK0127
 JK0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JK0127'MARK NOT FOUND.
 JK0127
 JK0127                          STATION RECOVERY (1996)
 JK0127
 JK0127'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (PGG)
 JK0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0177 ***********************************************************************
 JK0177  DESIGNATION -  D 347
 JK0177  PID         -  JK0177
 JK0177  STATE/COUNTY-  CO/EL PASO
 JK0177  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK0177
 JK0177                         *CURRENT SURVEY CONTROL
 JK0177  ___________________________________________________________________
 JK0177* NAD 83(1986)-  38 47 19.     (N)    104 46 36.     (W)     SCALED    
 JK0177* NAVD 88     -      1779.269  (meters)    5837.48   (feet)  ADJUSTED  
 JK0177  ___________________________________________________________________
 JK0177  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 JK0177  DYNAMIC HT  -        1777.345 (meters)    5831.17  (feet)  COMP
 JK0177  MODELED GRAV-     979,483.7   (mgal)                       NAVD 88
 JK0177
 JK0177  VERT ORDER  -  FIRST     CLASS II
 JK0177
 JK0177.The horizontal coordinates were scaled from a topographic map and have
 JK0177.an estimated accuracy of +/- 6 seconds.
 JK0177
 JK0177.The orthometric height was determined by differential leveling
 JK0177.and adjusted by the National Geodetic Survey in June 1991..
 JK0177
 JK0177.The geoid height was determined by GEOID03.
 JK0177
 JK0177.The dynamic height is computed by dividing the NAVD 88
 JK0177.geopotential number by the normal gravity value computed on the
 JK0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0177.degrees latitude (g = 980.6199 gals.).
 JK0177
 JK0177.The modeled gravity was interpolated from observed gravity values.
 JK0177
 JK0177;                    North         East    Units  Estimated Accuracy
 JK0177;SPC CO C     -   411,090.      977,240.      MT  (+/- 180 meters Scaled)
 JK0177
 JK0177                          SUPERSEDED SURVEY CONTROL
 JK0177
 JK0177  NGVD 29 (??/??/92) 1778.231  (m)         5834.08   (f) ADJ UNCH    1 2
 JK0177
 JK0177.Superseded values are not recommended for survey control.
 JK0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0177.See file dsdata.txt to determine how the superseded data were derived.
 JK0177
 JK0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC193933(NAD 83)
 JK0177_MARKER: DB = BENCH MARK DISK
 JK0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0177_STAMPING: D 347 1953
 JK0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0177+STABILITY: SURFACE MOTION
 JK0177
 JK0177  HISTORY     - Date     Condition        Report By
 JK0177  HISTORY     - 1953     MONUMENTED       CGS
 JK0177  HISTORY     - 1983     MARK NOT FOUND   NGS
 JK0177  HISTORY     - 20020119 MARK NOT FOUND   USPSQD
 JK0177
 JK0177                          STATION DESCRIPTION
 JK0177
 JK0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0177'4.6 MI SE FROM COLORADO SPRINGS.
 JK0177'4.65 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0177'FROM THE STATION AT COLORADO SPRINGS, 0.35 MILE NORTHWEST OF MILEPOST
 JK0177'80, 100 FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD CROSSING,
 JK0177'30.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 36 FEET
 JK0177'NORTHEAST OF THE CENTER LINE OF A ROAD, 6 1/2 RAILS NORTHWEST OF A
 JK0177'TRESTLE, 28 FEET SOUTH OF A TELEPHONE POLE, 2 FEET NORTHWEST OF A
 JK0177'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8
 JK0177'FOOT ABOVE THE GROUND.
 JK0177
 JK0177                          STATION RECOVERY (1983)
 JK0177
 JK0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JK0177'THE OLD ATCHISON TOPEKA AND SANTA FE RAILROAD TRACK HAS BEEN REMOVED.
 JK0177
 JK0177                          STATION RECOVERY (2002)
 JK0177
 JK0177'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 JK0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0052 ***********************************************************************
 JK0052  DESIGNATION -  D 348
 JK0052  PID         -  JK0052
 JK0052  STATE/COUNTY-  CO/PUEBLO
 JK0052  USGS QUAD   -  PINON (1974)
 JK0052
 JK0052                         *CURRENT SURVEY CONTROL
 JK0052  ___________________________________________________________________
 JK0052* NAD 83(1986)-  38 27 53.     (N)    104 36 29.     (W)     SCALED    
 JK0052* NAVD 88     -      1543.989  (meters)    5065.57   (feet)  POSTED    
 JK0052  ___________________________________________________________________
 JK0052  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 JK0052  DYNAMIC HT  -        1542.370 (meters)    5060.26  (feet)  COMP
 JK0052  MODELED GRAV-     979,528.8   (mgal)                       NAVD 88
 JK0052
 JK0052  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JK0052
 JK0052.The horizontal coordinates were scaled from a topographic map and have
 JK0052.an estimated accuracy of +/- 6 seconds.
 JK0052
 JK0052.The orthometric height was determined by differential leveling
 JK0052.and adjusted by the National Geodetic Survey in 1992..
 JK0052.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JK0052.rate of 2.1 thru 3.0 mm/km.
 JK0052
 JK0052.The geoid height was determined by GEOID03.
 JK0052
 JK0052.The dynamic height is computed by dividing the NAVD 88
 JK0052.geopotential number by the normal gravity value computed on the
 JK0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0052.degrees latitude (g = 980.6199 gals.).
 JK0052
 JK0052.The modeled gravity was interpolated from observed gravity values.
 JK0052
 JK0052;                    North         East    Units  Estimated Accuracy
 JK0052;SPC CO S     -   504,740.      992,250.      MT  (+/- 180 meters Scaled)
 JK0052
 JK0052                          SUPERSEDED SURVEY CONTROL
 JK0052
 JK0052  NGVD 29 (??/??/92) 1543.084  (m)         5062.60   (f) ADJ UNCH    1 2
 JK0052
 JK0052.Superseded values are not recommended for survey control.
 JK0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0052.See file dsdata.txt to determine how the superseded data were derived.
 JK0052
 JK0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC341574(NAD 83)
 JK0052_MARKER: DB = BENCH MARK DISK
 JK0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0052_STAMPING: D 348 1953
 JK0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0052+STABILITY: SURFACE MOTION
 JK0052
 JK0052  HISTORY     - Date     Condition        Report By
 JK0052  HISTORY     - 1953     MONUMENTED       CGS
 JK0052  HISTORY     - 1954     GOOD             NGS
 JK0052  HISTORY     - 1983     MARK NOT FOUND   NGS
 JK0052
 JK0052                          STATION DESCRIPTION
 JK0052
 JK0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JK0052'15.3 MI N FROM PUEBLO.
 JK0052'15.3 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0052'FROM THE UNION STATION AT PUEBLO, 216 FEET SOUTHWEST OF THE WEST END
 JK0052'OF THE SOUTH CONCRETE ABUTMENT OF BRIDGE 104.11, 100 FEET NORTHWEST
 JK0052'OF A 28 INCH COTTONWOOD TREE, 56.5 FEET SOUTHWEST OF A TELEPHONE
 JK0052'POLE, 43.5 FEET WEST OF THE WEST RAIL OF THE DENVER AND RIO GRANDE
 JK0052'WESTERN RAILROAD, 46.8 FEET EAST OF THE EAST RAIL OF THE ATCHISON,
 JK0052'TOPEKA, AND SANTA FE RAILROAD, 2.5 FEET SOUTH OF A WITNESS POST,
 JK0052'0.75 MILE SOUTH OF BENCH MARK C 348, SET IN THE TOP OF A CONCRETE
 JK0052'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 JK0052
 JK0052                          STATION RECOVERY (1983)
 JK0052
 JK0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JK0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0135 ***********************************************************************
 JK0135  DESIGNATION -  D 349
 JK0135  PID         -  JK0135
 JK0135  STATE/COUNTY-  CO/PUEBLO
 JK0135  USGS QUAD   -  SOUTHWEST PUEBLO (1994)
 JK0135
 JK0135                         *CURRENT SURVEY CONTROL
 JK0135  ___________________________________________________________________
 JK0135* NAD 83(1986)-  38 14 52.     (N)    104 38 39.     (W)     SCALED    
 JK0135* NAVD 88     -      1464.351  (meters)    4804.29   (feet)  ADJUSTED  
 JK0135  ___________________________________________________________________
 JK0135  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 JK0135  DYNAMIC HT  -        1462.815 (meters)    4799.25  (feet)  COMP
 JK0135  MODELED GRAV-     979,529.4   (mgal)                       NAVD 88
 JK0135
 JK0135  VERT ORDER  -  FIRST     CLASS II
 JK0135
 JK0135.The horizontal coordinates were scaled from a topographic map and have
 JK0135.an estimated accuracy of +/- 6 seconds.
 JK0135
 JK0135.The orthometric height was determined by differential leveling
 JK0135.and adjusted by the National Geodetic Survey in June 1991..
 JK0135
 JK0135.The geoid height was determined by GEOID03.
 JK0135
 JK0135.The dynamic height is computed by dividing the NAVD 88
 JK0135.geopotential number by the normal gravity value computed on the
 JK0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0135.degrees latitude (g = 980.6199 gals.).
 JK0135
 JK0135.The modeled gravity was interpolated from observed gravity values.
 JK0135
 JK0135;                    North         East    Units  Estimated Accuracy
 JK0135;SPC CO S     -   480,630.      989,320.      MT  (+/- 180 meters Scaled)
 JK0135
 JK0135                          SUPERSEDED SURVEY CONTROL
 JK0135
 JK0135  NGVD 29 (??/??/92) 1463.476  (m)         4801.42   (f) ADJ UNCH    1 2
 JK0135
 JK0135.Superseded values are not recommended for survey control.
 JK0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0135.See file dsdata.txt to determine how the superseded data were derived.
 JK0135
 JK0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC311333(NAD 83)
 JK0135_MARKER: DB = BENCH MARK DISK
 JK0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0135_STAMPING: D 349 1953
 JK0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0135+STABILITY: SURFACE MOTION
 JK0135
 JK0135  HISTORY     - Date     Condition        Report By
 JK0135  HISTORY     - 1953     MONUMENTED       CGS
 JK0135  HISTORY     - 1984     MARK NOT FOUND   NGS
 JK0135  HISTORY     - 19960104 MARK NOT FOUND   CODOT
 JK0135
 JK0135                          STATION DESCRIPTION
 JK0135
 JK0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0135'5.4 MI SW FROM PUEBLO.
 JK0135'3.0 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JK0135'THE STATION AT PUEBLO, THENCE 0.1 MILE SOUTH ACROSS COUNTRY, THENCE
 JK0135'0.6 MILE SOUTH ALONG SOUTH PARK STREET, THENCE 1.0 MILE EAST ALONG
 JK0135'STATE HIGHWAY 96, THENCE 0.7 MILE SOUTH ALONG PRAIRIE AVENUE, 333
 JK0135'FEET NORTHEAST OF THE SOUTH CONTROL TOWER AT PUEBLO AIRPORT 1, 56
 JK0135'FEET NORTH OF THE CENTER OF THE SOUTH ENTRANCE TO THE AIRPORT, 36.4
 JK0135'FEET WEST OF THE CENTER LINE OF PRAIRIE AVENUE, 2.8 FEET NORTH OF
 JK0135'A FENCE, 2.9 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 JK0135'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 JK0135
 JK0135                          STATION RECOVERY (1984)
 JK0135
 JK0135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0135'THERE IS NOW AN AIRPORT AT THIS LOCATION.
 JK0135
 JK0135                          STATION RECOVERY (1996)
 JK0135
 JK0135'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (PG)
 JK0135'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0132 ***********************************************************************
 JK0132  DESIGNATION -  D 349 RESET
 JK0132  PID         -  JK0132
 JK0132  STATE/COUNTY-  CO/PUEBLO
 JK0132  USGS QUAD   -  NORTHWEST PUEBLO (1994)
 JK0132
 JK0132                         *CURRENT SURVEY CONTROL
 JK0132  ___________________________________________________________________
 JK0132* NAD 83(1986)-  38 15 30.     (N)    104 39 41.     (W)     SCALED    
 JK0132* NAVD 88     -      1456.55   (meters)    4778.7    (feet)  RESET     
 JK0132  ___________________________________________________________________
 JK0132  GEOID HEIGHT-         -18.99  (meters)                     GEOID03
 JK0132
 JK0132  VERT ORDER  -  THIRD
 JK0132
 JK0132.The horizontal coordinates were scaled from a topographic map and have
 JK0132.an estimated accuracy of +/- 6 seconds.
 JK0132
 JK0132.The orthometric height was computed from unverified reset data.
 JK0132
 JK0132.The geoid height was determined by GEOID03.
 JK0132
 JK0132;                    North         East    Units  Estimated Accuracy
 JK0132;SPC CO S     -   481,780.      987,800.      MT  (+/- 180 meters Scaled)
 JK0132
 JK0132                          SUPERSEDED SURVEY CONTROL
 JK0132
 JK0132.No superseded survey control is available for this station.
 JK0132
 JK0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC296345(NAD 83)
 JK0132_MARKER: DB = BENCH MARK DISK
 JK0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0132_STAMPING: D 349 RESET 1956
 JK0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0132+STABILITY: SURFACE MOTION
 JK0132
 JK0132  HISTORY     - Date     Condition        Report By
 JK0132  HISTORY     - 1956     MONUMENTED       LOCENG
 JK0132  HISTORY     - 1968     GOOD             NGS
 JK0132
 JK0132                          STATION DESCRIPTION
 JK0132
 JK0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 JK0132'3.8 MI SW FROM PUEBLO.
 JK0132'3.0 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JK0132'THE STATION AT PUEBLO, THENCE 0.1 MILES SOUTH ACROSS COUNTRY, THENCE
 JK0132'0.6 MILE SOUTH ALONG SOUTH PARK STREET, THENCE 0.05 MILE EAST ALONG
 JK0132'STATE HIGHWAY 96, 124 FEET EAST OF THE CENTER LINE OF WESTERN AVENUE,
 JK0132'45 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 7 FEET NORTH OF A
 JK0132'ROW OF ELM TREES, 2 FEET NORTH OF A STONE FENCE, 2.3 FEET WEST OF
 JK0132'A WITNESS POST AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- B 349
 JK0132'IS DESTROYED.  D 349 RESET 1956 WAS SET TO REPLACE B 349.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0232 ***********************************************************************
 HL0232  DESIGNATION -  D 35
 HL0232  PID         -  HL0232
 HL0232  STATE/COUNTY-  CO/LA PLATA
 HL0232  USGS QUAD   -  DURANGO WEST (1963)
 HL0232
 HL0232                         *CURRENT SURVEY CONTROL
 HL0232  ___________________________________________________________________
 HL0232* NAD 83(1986)-  37 16 07.     (N)    107 53 08.     (W)     SCALED    
 HL0232* NAVD 88     -      1976.296  (meters)    6483.90   (feet)  POSTED    
 HL0232  ___________________________________________________________________
 HL0232  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 HL0232  DYNAMIC HT  -        1973.710 (meters)    6475.41  (feet)  COMP
 HL0232  MODELED GRAV-     979,252.8   (mgal)                       NAVD 88
 HL0232
 HL0232  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HL0232
 HL0232.The horizontal coordinates were scaled from a topographic map and have
 HL0232.an estimated accuracy of +/- 6 seconds.
 HL0232
 HL0232.The orthometric height was determined by differential leveling
 HL0232.and adjusted by the National Geodetic Survey in 1992..
 HL0232.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HL0232.rate of 0.0 thru 1.0 mm/km.
 HL0232
 HL0232.The geoid height was determined by GEOID03.
 HL0232
 HL0232.The dynamic height is computed by dividing the NAVD 88
 HL0232.geopotential number by the normal gravity value computed on the
 HL0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0232.degrees latitude (g = 980.6199 gals.).
 HL0232
 HL0232.The modeled gravity was interpolated from observed gravity values.
 HL0232
 HL0232;                    North         East    Units  Estimated Accuracy
 HL0232;SPC CO S     -   374,310.      702,830.      MT  (+/- 180 meters Scaled)
 HL0232
 HL0232                          SUPERSEDED SURVEY CONTROL
 HL0232
 HL0232  NGVD 29 (??/??/92) 1975.010  (m)         6479.68   (f) ADJ UNCH    1 2
 HL0232
 HL0232.Superseded values are not recommended for survey control.
 HL0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0232.See file dsdata.txt to determine how the superseded data were derived.
 HL0232
 HL0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB441285(NAD 83)
 HL0232_MARKER: DB = BENCH MARK DISK
 HL0232_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HL0232_SP_SET: ABUTMENT
 HL0232_STAMPING: D 35 1934
 HL0232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0232
 HL0232  HISTORY     - Date     Condition        Report By
 HL0232  HISTORY     - 1934     MONUMENTED       CGS
 HL0232  HISTORY     - 1984     MARK NOT FOUND   NGS
 HL0232
 HL0232                          STATION DESCRIPTION
 HL0232
 HL0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0232'IN DURANGO.
 HL0232'SET IN NORTHEAST CORNER OF EAST ABUTMENT OF D. AND R. G. R. R. BRIDGE
 HL0232'ACROSS THE ANIMAS RIVER.  8 FT. NORTH OF CENTER LINE OF TRACK 4 FT.
 HL0232'BELOW TRACK LEVEL.
 HL0232
 HL0232                          STATION RECOVERY (1984)
 HL0232
 HL0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HL0232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0915 ***********************************************************************
 KK0915  DESIGNATION -  D 350
 KK0915  PID         -  KK0915
 KK0915  STATE/COUNTY-  CO/PARK
 KK0915  USGS QUAD   -  GARO (1994)
 KK0915
 KK0915                         *CURRENT SURVEY CONTROL
 KK0915  ___________________________________________________________________
 KK0915* NAD 83(1986)-  39 01 12.     (N)    105 58 27.     (W)     SCALED    
 KK0915* NAVD 88     -      2754.757  (meters)    9037.90   (feet)  ADJUSTED  
 KK0915  ___________________________________________________________________
 KK0915  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 KK0915  DYNAMIC HT  -        2751.268 (meters)    9026.45  (feet)  COMP
 KK0915  MODELED GRAV-     979,261.3   (mgal)                       NAVD 88
 KK0915
 KK0915  VERT ORDER  -  FIRST     CLASS II
 KK0915
 KK0915.The horizontal coordinates were scaled from a topographic map and have
 KK0915.an estimated accuracy of +/- 6 seconds.
 KK0915
 KK0915.The orthometric height was determined by differential leveling
 KK0915.and adjusted by the National Geodetic Survey in June 1991..
 KK0915
 KK0915.The geoid height was determined by GEOID03.
 KK0915
 KK0915.The dynamic height is computed by dividing the NAVD 88
 KK0915.geopotential number by the normal gravity value computed on the
 KK0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0915.degrees latitude (g = 980.6199 gals.).
 KK0915
 KK0915.The modeled gravity was interpolated from observed gravity values.
 KK0915
 KK0915;                    North         East    Units  Estimated Accuracy
 KK0915;SPC CO C     -   436,640.      873,340.      MT  (+/- 180 meters Scaled)
 KK0915
 KK0915                          SUPERSEDED SURVEY CONTROL
 KK0915
 KK0915  NGVD 29 (??/??/92) 2753.184  (m)         9032.74   (f) ADJ UNCH    1 2
 KK0915
 KK0915.Superseded values are not recommended for survey control.
 KK0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0915.See file dsdata.txt to determine how the superseded data were derived.
 KK0915
 KK0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD156194(NAD 83)
 KK0915_MARKER: DB = BENCH MARK DISK
 KK0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0915_STAMPING: D 350 1954
 KK0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0915+STABILITY: SURFACE MOTION
 KK0915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0915+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2006
 KK0915
 KK0915  HISTORY     - Date     Condition        Report By
 KK0915  HISTORY     - 1954     MONUMENTED       CGS
 KK0915  HISTORY     - 20060702 GOOD             GEOCAC
 KK0915
 KK0915                          STATION DESCRIPTION
 KK0915
 KK0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK0915'6.8 MI N FROM ANTERO JUNCTION.
 KK0915'6.85 MILES NORTH ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION WITH
 KK0915'U.S. HIGHWAY 24 AT ANTERO JUNCTION, 0.3 MILE SOUTH OF A ROAD
 KK0915'LEADING WEST, 72 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 KK0915'27 FEET NORTH OF THE CENTER OF A WIRE GATE, 2 FEET EAST OF A
 KK0915'FENCE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 KK0915'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 KK0915
 KK0915                          STATION RECOVERY (2006)
 KK0915
 KK0915'RECOVERY NOTE BY GEOCACHING 2006 (CLX)
 KK0915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0056 ***********************************************************************
 JL0056  DESIGNATION -  D 351
 JL0056  PID         -  JL0056
 JL0056  STATE/COUNTY-  CO/CHAFFEE
 JL0056  USGS QUAD   -  BUENA VISTA EAST (1994)
 JL0056
 JL0056                         *CURRENT SURVEY CONTROL
 JL0056  ___________________________________________________________________
 JL0056* NAD 83(1986)-  38 49 01.     (N)    106 04 44.     (W)     SCALED    
 JL0056* NAVD 88     -      2474.176  (meters)    8117.36   (feet)  ADJUSTED  
 JL0056  ___________________________________________________________________
 JL0056  GEOID HEIGHT-         -14.04  (meters)                     GEOID03
 JL0056  DYNAMIC HT  -        2471.118 (meters)    8107.33  (feet)  COMP
 JL0056  MODELED GRAV-     979,303.1   (mgal)                       NAVD 88
 JL0056
 JL0056  VERT ORDER  -  FIRST     CLASS II
 JL0056
 JL0056.The horizontal coordinates were scaled from a topographic map and have
 JL0056.an estimated accuracy of +/- 6 seconds.
 JL0056
 JL0056.The orthometric height was determined by differential leveling
 JL0056.and adjusted by the National Geodetic Survey in June 1991..
 JL0056
 JL0056.The geoid height was determined by GEOID03.
 JL0056
 JL0056.The dynamic height is computed by dividing the NAVD 88
 JL0056.geopotential number by the normal gravity value computed on the
 JL0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0056.degrees latitude (g = 980.6199 gals.).
 JL0056
 JL0056.The modeled gravity was interpolated from observed gravity values.
 JL0056
 JL0056;                    North         East    Units  Estimated Accuracy
 JL0056;SPC CO C     -   414,150.      864,130.      MT  (+/- 180 meters Scaled)
 JL0056
 JL0056                          SUPERSEDED SURVEY CONTROL
 JL0056
 JL0056  NGVD 29 (??/??/92) 2472.680  (m)         8112.45   (f) ADJ UNCH    1 2
 JL0056
 JL0056.Superseded values are not recommended for survey control.
 JL0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0056.See file dsdata.txt to determine how the superseded data were derived.
 JL0056
 JL0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC063970(NAD 83)
 JL0056_MARKER: DB = BENCH MARK DISK
 JL0056_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JL0056_SP_SET: BRIDGE ABUTMENT
 JL0056_STAMPING: D 351 1954
 JL0056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0056_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JL0056+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2004
 JL0056
 JL0056  HISTORY     - Date     Condition        Report By
 JL0056  HISTORY     - 1954     MONUMENTED       CGS
 JL0056  HISTORY     - 20040702 GOOD             GEOCAC
 JL0056
 JL0056                          STATION DESCRIPTION
 JL0056
 JL0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JL0056'4.3 MI E FROM BUENA VISTA.
 JL0056'2.4 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0056'FROM THE STATION AT BUENA VISTA, THENCE 1.9 MILES NORTHEAST ALONG U.S.
 JL0056'HIGHWAYS 24 AND 285, 21 FEET NORTHWEST OF THE CENTER LINE OF THE
 JL0056'HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE
 JL0056'ABUTMENT OF A BRIDGE OVER BIG SANDY DRAW.
 JL0056
 JL0056                          STATION RECOVERY (2004)
 JL0056
 JL0056'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 JL0056'RECOVERED IN GOOD CONDITION.  WEST END ABUTEMENT NORTH SIDE OF HIGHWAY
 JL0056'OTHER SIDE OF WALL.  HANDHELD GPS COORDINATES N38  49 00.5, W106  04
 JL0056'46.6.
 JL0056' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0166 ***********************************************************************
 JK0166  DESIGNATION -  D 354
 JK0166  PID         -  JK0166
 JK0166  STATE/COUNTY-  CO/EL PASO
 JK0166  USGS QUAD   -  PIKEVIEW (1994)
 JK0166
 JK0166                         *CURRENT SURVEY CONTROL
 JK0166  ___________________________________________________________________
 JK0166* NAD 83(1986)-  38 59 50.     (N)    104 49 54.     (W)     SCALED    
 JK0166* NAVD 88     -      1989.973  (meters)    6528.77   (feet)  ADJUSTED  
 JK0166  ___________________________________________________________________
 JK0166  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 JK0166  DYNAMIC HT  -        1987.777 (meters)    6521.56  (feet)  COMP
 JK0166  MODELED GRAV-     979,453.4   (mgal)                       NAVD 88
 JK0166
 JK0166  VERT ORDER  -  FIRST     CLASS II
 JK0166
 JK0166.The horizontal coordinates were scaled from a topographic map and have
 JK0166.an estimated accuracy of +/- 6 seconds.
 JK0166
 JK0166.The orthometric height was determined by differential leveling
 JK0166.and adjusted by the National Geodetic Survey in June 1991..
 JK0166
 JK0166.The geoid height was determined by GEOID03.
 JK0166
 JK0166.The dynamic height is computed by dividing the NAVD 88
 JK0166.geopotential number by the normal gravity value computed on the
 JK0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0166.degrees latitude (g = 980.6199 gals.).
 JK0166
 JK0166.The modeled gravity was interpolated from observed gravity values.
 JK0166
 JK0166;                    North         East    Units  Estimated Accuracy
 JK0166;SPC CO C     -   434,210.      972,300.      MT  (+/- 180 meters Scaled)
 JK0166
 JK0166                          SUPERSEDED SURVEY CONTROL
 JK0166
 JK0166  NGVD 29 (??/??/92) 1988.828  (m)         6525.01   (f) ADJ UNCH    1 2
 JK0166
 JK0166.Superseded values are not recommended for survey control.
 JK0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0166.See file dsdata.txt to determine how the superseded data were derived.
 JK0166
 JK0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED145164(NAD 83)
 JK0166_MARKER: DB = BENCH MARK DISK
 JK0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0166_STAMPING: D 354 1954
 JK0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0166+STABILITY: SURFACE MOTION
 JK0166
 JK0166  HISTORY     - Date     Condition        Report By
 JK0166  HISTORY     - 1954     MONUMENTED       CGS
 JK0166  HISTORY     - 19841127 MARK NOT FOUND   USGS
 JK0166
 JK0166                          STATION DESCRIPTION
 JK0166
 JK0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JK0166'7.2 MI S FROM MONUMENT.
 JK0166'0.2 MILE WEST ALONG A GRAVELED STREET FROM THE GRADE SCHOOL AT
 JK0166'MONUMENT, THENCE 7.0 MILES SOUTH ALONG THE DENVER AND RIO GRANDE
 JK0166'WESTERN RAILROAD, 6 POLES SOUTH OF MILEPOST 63, 45 FEET WEST OF THE
 JK0166'WEST RAIL, 6 FEET SOUTH OF A TELEPHONE POLE, 3 FEET EAST OF A FENCE,
 JK0166'2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST.
 JK0166
 JK0166                          STATION RECOVERY (1984)
 JK0166
 JK0166'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JK0166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0202 ***********************************************************************
 KK0202  DESIGNATION -  D 355
 KK0202  PID         -  KK0202
 KK0202  STATE/COUNTY-  CO/DOUGLAS
 KK0202  USGS QUAD   -  SEDALIA (1994)
 KK0202
 KK0202                         *CURRENT SURVEY CONTROL
 KK0202  ___________________________________________________________________
 KK0202* NAD 83(1986)-  39 25 16.     (N)    104 53 37.     (W)     SCALED    
 KK0202* NAVD 88     -      1833.323  (meters)    6014.83   (feet)  ADJUSTED  
 KK0202  ___________________________________________________________________
 KK0202  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 KK0202  DYNAMIC HT  -        1831.445 (meters)    6008.67  (feet)  COMP
 KK0202  MODELED GRAV-     979,537.5   (mgal)                       NAVD 88
 KK0202
 KK0202  VERT ORDER  -  FIRST     CLASS II
 KK0202
 KK0202.The horizontal coordinates were scaled from a topographic map and have
 KK0202.an estimated accuracy of +/- 6 seconds.
 KK0202
 KK0202.The orthometric height was determined by differential leveling
 KK0202.and adjusted by the National Geodetic Survey in August 2004..
 KK0202
 KK0202.The geoid height was determined by GEOID03.
 KK0202
 KK0202.The dynamic height is computed by dividing the NAVD 88
 KK0202.geopotential number by the normal gravity value computed on the
 KK0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0202.degrees latitude (g = 980.6199 gals.).
 KK0202
 KK0202.The modeled gravity was interpolated from observed gravity values.
 KK0202
 KK0202;                    North         East    Units  Estimated Accuracy
 KK0202;SPC CO C     -   481,230.      966,620.      MT  (+/- 180 meters Scaled)
 KK0202
 KK0202                          SUPERSEDED SURVEY CONTROL
 KK0202
 KK0202  NAVD 88 (06/15/91) 1833.340  (m)         6014.88   (f) UNKNOWN     1 2
 KK0202  NGVD 29 (??/??/92) 1832.351  (m)         6011.64   (f) ADJ UNCH    1 2
 KK0202
 KK0202.Superseded values are not recommended for survey control.
 KK0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0202.See file dsdata.txt to determine how the superseded data were derived.
 KK0202
 KK0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED091635(NAD 83)
 KK0202_MARKER: DB = BENCH MARK DISK
 KK0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0202_STAMPING: D 355 1954
 KK0202_MARK LOGO: CGS   
 KK0202_PROJECTION: PROJECTING 3 CENTIMETERS
 KK0202_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0202+STABILITY: SURFACE MOTION
 KK0202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0202+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2002
 KK0202
 KK0202  HISTORY     - Date     Condition        Report By
 KK0202  HISTORY     - 1954     MONUMENTED       CGS
 KK0202  HISTORY     - 1983     GOOD             NGS
 KK0202  HISTORY     - 19940908 GOOD             MSAM
 KK0202  HISTORY     - 20021128 GOOD             CODOT
 KK0202
 KK0202                          STATION DESCRIPTION
 KK0202
 KK0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK0202'4 MI SE FROM SEDALIA.
 KK0202'4.0 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 KK0202'RAILROAD FROM THE STATION AT SEDALIA, AT A PRIVATE ROAD CROSSING,
 KK0202'93 FEET SOUTH OF THE SOUTH RAIL, 68 FEET WEST OF THE CENTER LINE OF
 KK0202'A PRIVATE ROAD, 20 FEET SOUTH OF A TELEPHONE POLE, 3 FEET NORTH OF
 KK0202'A FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 KK0202'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, 0.9 MILE
 KK0202'NORTHWEST OF BENCH MARK A 355.
 KK0202
 KK0202                          STATION RECOVERY (1983)
 KK0202
 KK0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0202'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.0 KM (3.1 MI)
 KK0202'NORTHWESTERLY ALONG THE DENVER RIO GRANDE WESTERN RAILROAD FROM ITS
 KK0202'JUNCTION WITH INTERSTATE HIGHWAY 25 IN CASTLE ROCK.
 KK0202
 KK0202                          STATION RECOVERY (1994)
 KK0202
 KK0202'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1994 (KH)
 KK0202'RECOVERED AS DESCRIBED.
 KK0202
 KK0202                          STATION RECOVERY (2002)
 KK0202
 KK0202'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2002 (DBB)
 KK0202'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION (2002)
 KK0202' 
 KK0202'RECOVERED IN GOOD CONDITION
 KK0202' 
 KK0202'STATION IS ABOUT 6.4 KM (4.0 MILES) SOUTHEASTERLY OF SEDALIA, CO AND
 KK0202'8.8 KM (5.5 MILES) NORTHWESTERLY OF CASTLE ROCK, CO ON THE PROPERTY
 KK0202'OWNED BY THE UNION PACIFIC RAILROAD.  THE STATION IS 28.9 METERS (94.8
 KK0202'FEET) SOUTHERLY OF THE CENTERLINE OF THE UNION PACIFIC RAILROAD
 KK0202'TRACKS.
 KK0202' 
 KK0202'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 25 AND
 KK0202'FOUNDERS-MEADOWS PARKWAYS (EXIT 184) GO WESTERLY FOR 0.5 KM (0.3
 KK0202'MILES) TO U.S. HIGHWAY 85 TURN RIGHT AND GO NORTHWESTERLY ON
 KK0202'.S.HIGHWAY 85 FOR 2.3 KM (1.4 MILES) TO THE STATION ON THE LEFT, 67.4
 KK0202'METERS (221.1 FEET) SOUTHERLY OF THE CENTERLINE OF U.S. HIGHWAY 85.
 KK0202' 
 KK0202'THE STATION IS A BRASS DISK SET IN A CONCRETE POST 3.0 CM ABOVE THE
 KK0202'GROUND. THE MARK IS 32 METERS (105.0 FEET) NORTHWESTERLY OF A UTILITY
 KK0202'POLE, 1.0 METER (3.2 FEET) NORTHERLY OF FENCE LINE, 6.0 METERS (20.0
 KK0202'FEET) SOUTH OF THE BASE OF A TELEPHONE THAT HAS BEEN CUT DOWN,  AND
 KK0202'0.5 METERS (1.6 FEET) EASTERLY OF A NOAA CARSONITE WITNESS POST.
 KK0202' 
 KK0202'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0462 ***********************************************************************
 KK0462  DESIGNATION -  D 356
 KK0462  PID         -  KK0462
 KK0462  STATE/COUNTY-  CO/ARAPAHOE
 KK0462  USGS QUAD   -  ENGLEWOOD (1997)
 KK0462
 KK0462                         *CURRENT SURVEY CONTROL
 KK0462  ___________________________________________________________________
 KK0462* NAD 83(1986)-  39 39 12.     (N)    104 55 00.     (W)     SCALED    
 KK0462* NAVD 88     -      1699.870  (meters)    5576.99   (feet)  POSTED    
 KK0462  ___________________________________________________________________
 KK0462  GEOID HEIGHT-         -17.24  (meters)                     GEOID03
 KK0462  DYNAMIC HT  -        1698.200 (meters)    5571.51  (feet)  COMP
 KK0462  MODELED GRAV-     979,586.8   (mgal)                       NAVD 88
 KK0462
 KK0462  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0462
 KK0462.The horizontal coordinates were scaled from a topographic map and have
 KK0462.an estimated accuracy of +/- 6 seconds.
 KK0462
 KK0462.The orthometric height was determined by differential leveling
 KK0462.and adjusted by the National Geodetic Survey in 1992..
 KK0462.No vertical observational check was made to the station.
 KK0462.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0462.was located on a no-check spur therefore a value was not computed.
 KK0462
 KK0462.The geoid height was determined by GEOID03.
 KK0462
 KK0462.The dynamic height is computed by dividing the NAVD 88
 KK0462.geopotential number by the normal gravity value computed on the
 KK0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0462.degrees latitude (g = 980.6199 gals.).
 KK0462
 KK0462.The modeled gravity was interpolated from observed gravity values.
 KK0462
 KK0462;                    North         East    Units  Estimated Accuracy
 KK0462;SPC CO C     -   507,000.      964,470.      MT  (+/- 180 meters Scaled)
 KK0462
 KK0462                          SUPERSEDED SURVEY CONTROL
 KK0462
 KK0462  NGVD 29 (??/??/92) 1698.936  (m)         5573.93   (f) ADJ UNCH    1 2
 KK0462
 KK0462.Superseded values are not recommended for survey control.
 KK0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0462.See file dsdata.txt to determine how the superseded data were derived.
 KK0462
 KK0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED071892(NAD 83)
 KK0462_MARKER: DB = BENCH MARK DISK
 KK0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0462_STAMPING: D 356 1954
 KK0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0462+STABILITY: SURFACE MOTION
 KK0462
 KK0462  HISTORY     - Date     Condition        Report By
 KK0462  HISTORY     - 1954     MONUMENTED       CGS
 KK0462  HISTORY     - 1955     GOOD             NGS
 KK0462  HISTORY     - 1984     MARK NOT FOUND   NGS
 KK0462
 KK0462                          STATION DESCRIPTION
 KK0462
 KK0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK0462'3.7 MI E FROM ENGLEWOOD.
 KK0462'3.7 MILES EAST ALONG EAST HAMDEN AVENUE FROM THE LOWELL SCHOOL AT
 KK0462'ENGLEWOOD, 0.1 MILE EAST OF A JUNCTION WITH U.S. HIGHWAY 87, 67 FEET
 KK0462'NORTH OF THE CENTER LINE OF EAST HAMDEN AVENUE, 30 FEET EAST OF THE
 KK0462'CENTER OF THE SOUTH ENTRANCE TO THE ENGLEWOOD AIRPORT, 1.5 FEET
 KK0462'SOUTH OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF
 KK0462'A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 KK0462
 KK0462                          STATION RECOVERY (1955)
 KK0462
 KK0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0462'RECOVERED IN GOOD CONDITION.
 KK0462
 KK0462                          STATION RECOVERY (1984)
 KK0462
 KK0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK0462'THIS IS NOW THE SITE OF INTERSTATE HIGHWAY 25.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0431 ***********************************************************************
 LL0431  DESIGNATION -  D 357
 LL0431  PID         -  LL0431
 LL0431  STATE/COUNTY-  CO/LARIMER
 LL0431  USGS QUAD   -  WELLINGTON (1978)
 LL0431
 LL0431                         *CURRENT SURVEY CONTROL
 LL0431  ___________________________________________________________________
 LL0431* NAD 83(1986)-  40 40 05.     (N)    105 02 16.     (W)     SCALED    
 LL0431* NAVD 88     -      1582.711  (meters)    5192.61   (feet)  ADJUSTED  
 LL0431  ___________________________________________________________________
 LL0431  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 LL0431  DYNAMIC HT  -        1581.389 (meters)    5188.27  (feet)  COMP
 LL0431  MODELED GRAV-     979,733.8   (mgal)                       NAVD 88
 LL0431
 LL0431  VERT ORDER  -  FIRST     CLASS II
 LL0431
 LL0431.The horizontal coordinates were scaled from a topographic map and have
 LL0431.an estimated accuracy of +/- 6 seconds.
 LL0431
 LL0431.The orthometric height was determined by differential leveling
 LL0431.and adjusted by the National Geodetic Survey in June 1991..
 LL0431
 LL0431.The geoid height was determined by GEOID03.
 LL0431
 LL0431.The dynamic height is computed by dividing the NAVD 88
 LL0431.geopotential number by the normal gravity value computed on the
 LL0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0431.degrees latitude (g = 980.6199 gals.).
 LL0431
 LL0431.The modeled gravity was interpolated from observed gravity values.
 LL0431
 LL0431;                    North         East    Units  Estimated Accuracy
 LL0431;SPC CO N     -   453,100.      953,490.      MT  (+/- 180 meters Scaled)
 LL0431
 LL0431                          SUPERSEDED SURVEY CONTROL
 LL0431
 LL0431  NGVD 29 (??/??/92) 1581.770  (m)         5189.52   (f) ADJ UNCH    1 2
 LL0431
 LL0431.Superseded values are not recommended for survey control.
 LL0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0431.See file dsdata.txt to determine how the superseded data were derived.
 LL0431
 LL0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF968019(NAD 83)
 LL0431_MARKER: DB = BENCH MARK DISK
 LL0431_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0431_SP_SET: WALL
 LL0431_STAMPING: D 357 1954
 LL0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0431
 LL0431  HISTORY     - Date     Condition        Report By
 LL0431  HISTORY     - 1954     MONUMENTED       CGS
 LL0431  HISTORY     - 1984     GOOD             NGS
 LL0431
 LL0431                          STATION DESCRIPTION
 LL0431
 LL0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LL0431'6.2 MI SE FROM WAVERLY.
 LL0431'4.6 MILES SOUTH ALONG STATE HIGHWAY 253 FROM THE WAVERLY SCHOOL
 LL0431'AT WAVERLY, THENCE 1.6 MILES EAST ALONG STATE HIGHWAY 1, 84 FEET
 LL0431'NORTHEAST OF THE CENTER OF A JUNCTION WITH A ROAD LEADING SOUTH,
 LL0431'37 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 15 FEET NORTH OF
 LL0431'THE NORTH HEADWALL OF A CONCRETE CULVERT OVER AN IRRIGATION
 LL0431'DITCH, 4.5 FEET SOUTHEAST OF A HEAD GATE, SET IN THE TOP OF THE
 LL0431'NORTH END OF THE EAST CONCRETE WALL OF A IRRIGATION DITCH FLUME,
 LL0431'1.0 MILE WEST OF BENCH MARK E 57 (U.S.B.R.).
 LL0431
 LL0431                          STATION RECOVERY (1984)
 LL0431
 LL0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0431'CHANGES DESC: THE JUNCTION OF A ROAD LEADING SOUTH IS NOW AN
 LL0431'INTERSECTION OF TWO ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0437 ***********************************************************************
 LL0437  DESIGNATION -  D 358
 LL0437  PID         -  LL0437
 LL0437  STATE/COUNTY-  CO/LARIMER
 LL0437  USGS QUAD   -  WELLINGTON (1978)
 LL0437
 LL0437                         *CURRENT SURVEY CONTROL
 LL0437  ___________________________________________________________________
 LL0437* NAD 83(1986)-  40 38 23.     (N)    105 05 31.     (W)     SCALED    
 LL0437* NAVD 88     -      1553.875  (meters)    5098.00   (feet)  ADJUSTED  
 LL0437  ___________________________________________________________________
 LL0437  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 LL0437  DYNAMIC HT  -        1552.582 (meters)    5093.76  (feet)  COMP
 LL0437  MODELED GRAV-     979,737.8   (mgal)                       NAVD 88
 LL0437
 LL0437  VERT ORDER  -  FIRST     CLASS II
 LL0437
 LL0437.The horizontal coordinates were scaled from a topographic map and have
 LL0437.an estimated accuracy of +/- 6 seconds.
 LL0437
 LL0437.The orthometric height was determined by differential leveling
 LL0437.and adjusted by the National Geodetic Survey in June 1991..
 LL0437
 LL0437.The geoid height was determined by GEOID03.
 LL0437
 LL0437.The dynamic height is computed by dividing the NAVD 88
 LL0437.geopotential number by the normal gravity value computed on the
 LL0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0437.degrees latitude (g = 980.6199 gals.).
 LL0437
 LL0437.The modeled gravity was interpolated from observed gravity values.
 LL0437
 LL0437;                    North         East    Units  Estimated Accuracy
 LL0437;SPC CO N     -   449,930.      948,920.      MT  (+/- 180 meters Scaled)
 LL0437
 LL0437                          SUPERSEDED SURVEY CONTROL
 LL0437
 LL0437  NGVD 29 (??/??/92) 1552.926  (m)         5094.89   (f) ADJ UNCH    1 2
 LL0437
 LL0437.Superseded values are not recommended for survey control.
 LL0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0437.See file dsdata.txt to determine how the superseded data were derived.
 LL0437
 LL0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE922987(NAD 83)
 LL0437_MARKER: DB = BENCH MARK DISK
 LL0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0437_STAMPING: D 358 1954
 LL0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0437+STABILITY: SURFACE MOTION
 LL0437
 LL0437  HISTORY     - Date     Condition        Report By
 LL0437  HISTORY     - 1954     MONUMENTED       CGS
 LL0437  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0437
 LL0437                          STATION DESCRIPTION
 LL0437
 LL0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LL0437'3.7 MI NE FROM LA PORTE.
 LL0437'2.6 MILES EAST ALONG U.S. HIGHWAY 87 AND STATE HIGHWAY 14 FROM
 LL0437'THE HIGH SCHOOL AT LA PORTE, THENCE 0.1 MILE EAST ALONG A
 LL0437'GRAVELED ROAD, THENCE 0.1 MILE EAST ALONG A GRAVELED ROAD, ON TOP
 LL0437'OF A HILL, 29 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2 FEET
 LL0437'NORTH OF A FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP
 LL0437'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LL0437
 LL0437                          STATION RECOVERY (1984)
 LL0437
 LL0437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1088 ***********************************************************************
 KK1088  DESIGNATION -  D 359
 KK1088  PID         -  KK1088
 KK1088  STATE/COUNTY-  CO/CLEAR CREEK
 KK1088  USGS QUAD   -  MT EVANS (1974)
 KK1088
 KK1088                         *CURRENT SURVEY CONTROL
 KK1088  ___________________________________________________________________
 KK1088* NAD 83(1986)-  39 34 22.     (N)    105 43 27.     (W)     SCALED    
 KK1088* NAVD 88     -      3353.085  (meters)   11000.91   (feet)  ADJUSTED  
 KK1088  ___________________________________________________________________
 KK1088  GEOID HEIGHT-         -12.30  (meters)                     GEOID03
 KK1088  DYNAMIC HT  -        3348.687 (meters)   10986.48  (feet)  COMP
 KK1088  MODELED GRAV-     979,191.5   (mgal)                       NAVD 88
 KK1088
 KK1088  VERT ORDER  -  FIRST     CLASS II
 KK1088
 KK1088.The horizontal coordinates were scaled from a topographic map and have
 KK1088.an estimated accuracy of +/- 6 seconds.
 KK1088
 KK1088.The orthometric height was determined by differential leveling
 KK1088.and adjusted by the National Geodetic Survey in June 1991..
 KK1088
 KK1088.The geoid height was determined by GEOID03.
 KK1088
 KK1088.The dynamic height is computed by dividing the NAVD 88
 KK1088.geopotential number by the normal gravity value computed on the
 KK1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1088.degrees latitude (g = 980.6199 gals.).
 KK1088
 KK1088.The modeled gravity was interpolated from observed gravity values.
 KK1088
 KK1088;                    North         East    Units  Estimated Accuracy
 KK1088;SPC CO C     -   497,920.      895,140.      MT  (+/- 180 meters Scaled)
 KK1088
 KK1088                          SUPERSEDED SURVEY CONTROL
 KK1088
 KK1088  NGVD 29 (??/??/92) 3351.325  (m)        10995.14   (f) ADJ UNCH    1 2
 KK1088
 KK1088.Superseded values are not recommended for survey control.
 KK1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1088.See file dsdata.txt to determine how the superseded data were derived.
 KK1088
 KK1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD378805(NAD 83)
 KK1088_MARKER: DB = BENCH MARK DISK
 KK1088_SETTING: 80 = SET IN A BOULDER
 KK1088_STAMPING: D 359 1954
 KK1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1088+STABILITY: SURFACE MOTION
 KK1088
 KK1088  HISTORY     - Date     Condition        Report By
 KK1088  HISTORY     - 1954     MONUMENTED       CGS
 KK1088
 KK1088                          STATION DESCRIPTION
 KK1088
 KK1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK1088'10.9 MI NW FROM GRANT.
 KK1088'10.9 MILES NORTHWEST ALONG A WINDING ROCKY ROAD FROM THE PLATTE
 KK1088'RIVER INN AT GRANT, 68 FEET SOUTH OF A SHARP CURVE IN THE ROAD, 15
 KK1088'FEET EAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF A
 KK1088'5X9 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0735 ***********************************************************************
 LL0735  DESIGNATION -  D 361
 LL0735  PID         -  LL0735
 LL0735  STATE/COUNTY-  CO/GRAND
 LL0735  USGS QUAD   -  TRAIL MOUNTAIN (1978)
 LL0735
 LL0735                         *CURRENT SURVEY CONTROL
 LL0735  ___________________________________________________________________
 LL0735* NAD 83(1986)-  40 07 51.     (N)    105 53 49.     (W)     SCALED    
 LL0735* NAVD 88     -      2450.316  (meters)    8039.08   (feet)  ADJUSTED  
 LL0735  ___________________________________________________________________
 LL0735  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 LL0735  DYNAMIC HT  -        2447.619 (meters)    8030.23  (feet)  COMP
 LL0735  MODELED GRAV-     979,436.4   (mgal)                       NAVD 88
 LL0735
 LL0735  VERT ORDER  -  FIRST     CLASS II
 LL0735
 LL0735.The horizontal coordinates were scaled from a topographic map and have
 LL0735.an estimated accuracy of +/- 6 seconds.
 LL0735
 LL0735.The orthometric height was determined by differential leveling
 LL0735.and adjusted by the National Geodetic Survey in June 1991..
 LL0735
 LL0735.The geoid height was determined by GEOID03.
 LL0735
 LL0735.The dynamic height is computed by dividing the NAVD 88
 LL0735.geopotential number by the normal gravity value computed on the
 LL0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0735.degrees latitude (g = 980.6199 gals.).
 LL0735
 LL0735.The modeled gravity was interpolated from observed gravity values.
 LL0735
 LL0735;                    North         East    Units  Estimated Accuracy
 LL0735;SPC CO N     -   393,420.      880,570.      MT  (+/- 180 meters Scaled)
 LL0735
 LL0735                          SUPERSEDED SURVEY CONTROL
 LL0735
 LL0735  NGVD 29 (??/??/92) 2448.944  (m)         8034.58   (f) ADJ UNCH    1 2
 LL0735
 LL0735.Superseded values are not recommended for survey control.
 LL0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0735.See file dsdata.txt to determine how the superseded data were derived.
 LL0735
 LL0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE235426(NAD 83)
 LL0735_MARKER: DB = BENCH MARK DISK
 LL0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0735_STAMPING: D 361 1954
 LL0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0735+STABILITY: SURFACE MOTION
 LL0735
 LL0735  HISTORY     - Date     Condition        Report By
 LL0735  HISTORY     - 1954     MONUMENTED       CGS
 LL0735
 LL0735                          STATION DESCRIPTION
 LL0735
 LL0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LL0735'5.8 MI N FROM GRANBY.
 LL0735'1.25 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LL0735'GRANBY, THENCE 4.55 MILES NORTHEAST ALONG U.S. HIGHWAY 34, 282 FEET
 LL0735'SOUTH OF A JUNCTION WITH A DIRT ROAD LEADING SOUTHEAST, 76 FEET
 LL0735'EAST OF THE CENTER LINE OF THE HIGHWAY, 31.5 FEET NORTH OF A
 LL0735'POWER POLE, 15 FEET WEST OF THE CENTER LINE OF A DIRT ROAD, 3.5
 LL0735'FEET WEST OF A FENCE, 2.4 FEET SOUTH OF A WITNESS POST, SET IN THE
 LL0735'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0144 ***********************************************************************
 LM0144  DESIGNATION -  D 362
 LM0144  PID         -  LM0144
 LM0144  STATE/COUNTY-  CO/GRAND
 LM0144  USGS QUAD   -  RADIAL MOUNTAIN (1956)
 LM0144
 LM0144                         *CURRENT SURVEY CONTROL
 LM0144  ___________________________________________________________________
 LM0144* NAD 83(1986)-  40 18 41.     (N)    106 04 01.     (W)     SCALED    
 LM0144* NAVD 88     -      2698.662  (meters)    8853.86   (feet)  ADJUSTED  
 LM0144  ___________________________________________________________________
 LM0144  GEOID HEIGHT-         -12.03  (meters)                     GEOID03
 LM0144  DYNAMIC HT  -        2695.608 (meters)    8843.84  (feet)  COMP
 LM0144  MODELED GRAV-     979,396.0   (mgal)                       NAVD 88
 LM0144
 LM0144  VERT ORDER  -  FIRST     CLASS II
 LM0144
 LM0144.The horizontal coordinates were scaled from a topographic map and have
 LM0144.an estimated accuracy of +/- 6 seconds.
 LM0144
 LM0144.The orthometric height was determined by differential leveling
 LM0144.and adjusted by the National Geodetic Survey in June 1991..
 LM0144
 LM0144.The geoid height was determined by GEOID03.
 LM0144
 LM0144.The dynamic height is computed by dividing the NAVD 88
 LM0144.geopotential number by the normal gravity value computed on the
 LM0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0144.degrees latitude (g = 980.6199 gals.).
 LM0144
 LM0144.The modeled gravity was interpolated from observed gravity values.
 LM0144
 LM0144;                    North         East    Units  Estimated Accuracy
 LM0144;SPC CO N     -   413,550.      866,210.      MT  (+/- 180 meters Scaled)
 LM0144
 LM0144                          SUPERSEDED SURVEY CONTROL
 LM0144
 LM0144  NGVD 29 (??/??/92) 2697.168  (m)         8848.96   (f) ADJ UNCH    1 2
 LM0144
 LM0144.Superseded values are not recommended for survey control.
 LM0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0144.See file dsdata.txt to determine how the superseded data were derived.
 LM0144
 LM0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE093628(NAD 83)
 LM0144_MARKER: DB = BENCH MARK DISK
 LM0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0144_STAMPING: D 362 1954
 LM0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0144+STABILITY: SURFACE MOTION
 LM0144
 LM0144  HISTORY     - Date     Condition        Report By
 LM0144  HISTORY     - 1954     MONUMENTED       CGS
 LM0144
 LM0144                          STATION DESCRIPTION
 LM0144
 LM0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LM0144'14.55 MI S FROM RAND.
 LM0144'14.55 MILES SOUTH ALONG STATE HIGHWAY 125 FROM THE POST OFFICE AT
 LM0144'RAND, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, 99 FEET SOUTHWEST OF
 LM0144'THE CENTER LINE OF THE HIGHWAY, 87 FEET NORTH OF A TELEPHONE POLE, 137
 LM0144'FEET SOUTH OF THE SOUTHEAST END OF THE SOUTHWEST STONE HEADWALL OF A
 LM0144'PIPE CULVERT, 1.7 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF
 LM0144'A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0167 ***********************************************************************
 KJ0167  DESIGNATION -  D 363
 KJ0167  PID         -  KJ0167
 KJ0167  STATE/COUNTY-  CO/WASHINGTON
 KJ0167  USGS QUAD   -  LINDON (1973)
 KJ0167
 KJ0167                         *CURRENT SURVEY CONTROL
 KJ0167  ___________________________________________________________________
 KJ0167* NAD 83(1986)-  39 44 20.     (N)    103 23 12.     (W)     SCALED    
 KJ0167* NAVD 88     -      1503.145  (meters)    4931.57   (feet)  ADJUSTED  
 KJ0167  ___________________________________________________________________
 KJ0167  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 KJ0167  DYNAMIC HT  -        1501.804 (meters)    4927.17  (feet)  COMP
 KJ0167  MODELED GRAV-     979,681.2   (mgal)                       NAVD 88
 KJ0167
 KJ0167  VERT ORDER  -  SECOND    CLASS 0
 KJ0167
 KJ0167.The horizontal coordinates were scaled from a topographic map and have
 KJ0167.an estimated accuracy of +/- 6 seconds.
 KJ0167
 KJ0167.The orthometric height was determined by differential leveling
 KJ0167.and adjusted by the National Geodetic Survey in June 1991..
 KJ0167
 KJ0167.The geoid height was determined by GEOID03.
 KJ0167
 KJ0167.The dynamic height is computed by dividing the NAVD 88
 KJ0167.geopotential number by the normal gravity value computed on the
 KJ0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0167.degrees latitude (g = 980.6199 gals.).
 KJ0167
 KJ0167.The modeled gravity was interpolated from observed gravity values.
 KJ0167
 KJ0167;                    North         East    Units  Estimated Accuracy
 KJ0167;SPC CO N     -   351,990.    1,095,540.      MT  (+/- 180 meters Scaled)
 KJ0167
 KJ0167                          SUPERSEDED SURVEY CONTROL
 KJ0167
 KJ0167  NGVD 29 (??/??/92) 1502.390  (m)         4929.09   (f) ADJ UNCH    2 0
 KJ0167
 KJ0167.Superseded values are not recommended for survey control.
 KJ0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0167.See file dsdata.txt to determine how the superseded data were derived.
 KJ0167
 KJ0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFE382000(NAD 83)
 KJ0167_MARKER: DB = BENCH MARK DISK
 KJ0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0167_STAMPING: D 363 1954
 KJ0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0167+STABILITY: SURFACE MOTION
 KJ0167
 KJ0167  HISTORY     - Date     Condition        Report By
 KJ0167  HISTORY     - 1954     MONUMENTED       CGS
 KJ0167
 KJ0167                          STATION DESCRIPTION
 KJ0167
 KJ0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KJ0167'1 MI E FROM LINDON.
 KJ0167'1.0 MILE EAST ALONG U.S. HIGHWAY 36 FROM THE POST OFFICE AT
 KJ0167'LINDON, 98 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 91 FEET
 KJ0167'EAST OF THE CENTER LINE OF A TRACK ROAD LEADING SOUTH, 61 FEET
 KJ0167'EAST OF A POWER POLE, 62.8 FEET EAST OF A FENCE CORNER, 1.7 FEET
 KJ0167'NORTH OF A FENCE, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF
 KJ0167'A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0076 ***********************************************************************
 KM0076  DESIGNATION -  D 364
 KM0076  PID         -  KM0076
 KM0076  STATE/COUNTY-  CO/MESA
 KM0076  USGS QUAD   -  GRAND JUNCTION (1973)
 KM0076
 KM0076                         *CURRENT SURVEY CONTROL
 KM0076  ___________________________________________________________________
 KM0076* NAD 83(1986)-  39 07 18.     (N)    108 31 27.     (W)     SCALED    
 KM0076* NAVD 88     -      1475.266  (meters)    4840.10   (feet)  ADJUSTED  
 KM0076  ___________________________________________________________________
 KM0076  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 KM0076  DYNAMIC HT  -        1473.833 (meters)    4835.40  (feet)  COMP
 KM0076  MODELED GRAV-     979,604.5   (mgal)                       NAVD 88
 KM0076
 KM0076  VERT ORDER  -  SECOND    CLASS 0
 KM0076
 KM0076.This mark is at Walker Field Airport (GJT)
 KM0076
 KM0076.The horizontal coordinates were scaled from a topographic map and have
 KM0076.an estimated accuracy of +/- 6 seconds.
 KM0076
 KM0076.The orthometric height was determined by differential leveling
 KM0076.and adjusted by the National Geodetic Survey in June 1991..
 KM0076
 KM0076.The geoid height was determined by GEOID03.
 KM0076
 KM0076.The dynamic height is computed by dividing the NAVD 88
 KM0076.geopotential number by the normal gravity value computed on the
 KM0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0076.degrees latitude (g = 980.6199 gals.).
 KM0076
 KM0076.The modeled gravity was interpolated from observed gravity values.
 KM0076
 KM0076;                    North         East    Units  Estimated Accuracy
 KM0076;SPC CO C     -   452,170.      652,940.      MT  (+/- 180 meters Scaled)
 KM0076
 KM0076                          SUPERSEDED SURVEY CONTROL
 KM0076
 KM0076  NGVD 29 (??/??/92) 1474.230  (m)         4836.70   (f) ADJ UNCH    2 0
 KM0076
 KM0076.Superseded values are not recommended for survey control.
 KM0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0076.See file dsdata.txt to determine how the superseded data were derived.
 KM0076
 KM0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ140331(NAD 83)
 KM0076_MARKER: DB = BENCH MARK DISK
 KM0076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KM0076_SP_SET: TOWER
 KM0076_STAMPING: D 364 1963
 KM0076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0076_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KM0076+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 KM0076
 KM0076  HISTORY     - Date     Condition        Report By
 KM0076  HISTORY     - 1963     MONUMENTED       CGS
 KM0076  HISTORY     - 1973     GOOD             NGS
 KM0076  HISTORY     - 1984     GOOD             NGS
 KM0076  HISTORY     - 20050806 GOOD             GEOCAC
 KM0076
 KM0076                          STATION DESCRIPTION
 KM0076
 KM0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 KM0076'2.0 MI N FROM GRAND JUNCTION.
 KM0076'THE MARK IS LOCATED AT WALKER FIELD AIRPORT, GRAND JUNCTION, COLORADO
 KM0076'IN THE SOUTH FACE OF THE FAA CONTROL TOWER.  THE MARK IS SET
 KM0076'VERTICALLY IN THE SOUTH FACE OF THE CONTROL TOWER.  7 FEET WEST OF THE
 KM0076'CENTER OF THE MAIN DOORS AND 0.5 FT. EAST OF A CORNER IN THE BUILDING.
 KM0076'THE MARK IS A STANDARD DISK STAMPED D 364 1963 SET IN A DRILL HOLE
 KM0076'FLUSH WITH THE BRICK FACING OF THE BUILDING.
 KM0076
 KM0076                          STATION RECOVERY (1973)
 KM0076
 KM0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 KM0076'RECOVERED IN GOOD CONDITION.
 KM0076
 KM0076                          STATION RECOVERY (1984)
 KM0076
 KM0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KM0076'RECOVERED IN GOOD CONDITION.
 KM0076
 KM0076                          STATION RECOVERY (2005)
 KM0076
 KM0076'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0289 ***********************************************************************
 JJ0289  DESIGNATION -  D 37
 JJ0289  PID         -  JJ0289
 JJ0289  STATE/COUNTY-  CO/CHEYENNE
 JJ0289  USGS QUAD   -  LEWIS LAKE (1982)
 JJ0289
 JJ0289                         *CURRENT SURVEY CONTROL
 JJ0289  ___________________________________________________________________
 JJ0289* NAD 83(1986)-  38 42 22.     (N)    102 47 43.     (W)     SCALED    
 JJ0289* NAVD 88     -      1310.798  (meters)    4300.51   (feet)  ADJUSTED  
 JJ0289  ___________________________________________________________________
 JJ0289  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 JJ0289  DYNAMIC HT  -        1309.566 (meters)    4296.47  (feet)  COMP
 JJ0289  MODELED GRAV-     979,643.1   (mgal)                       NAVD 88
 JJ0289
 JJ0289  VERT ORDER  -  FIRST     CLASS II
 JJ0289
 JJ0289.The horizontal coordinates were scaled from a topographic map and have
 JJ0289.an estimated accuracy of +/- 6 seconds.
 JJ0289
 JJ0289.The orthometric height was determined by differential leveling
 JJ0289.and adjusted by the National Geodetic Survey in June 1991..
 JJ0289
 JJ0289.The geoid height was determined by GEOID03.
 JJ0289
 JJ0289.The dynamic height is computed by dividing the NAVD 88
 JJ0289.geopotential number by the normal gravity value computed on the
 JJ0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0289.degrees latitude (g = 980.6199 gals.).
 JJ0289
 JJ0289.The modeled gravity was interpolated from observed gravity values.
 JJ0289
 JJ0289;                    North         East    Units  Estimated Accuracy
 JJ0289;SPC CO C     -   405,190.    1,149,620.      MT  (+/- 180 meters Scaled)
 JJ0289
 JJ0289                          SUPERSEDED SURVEY CONTROL
 JJ0289
 JJ0289  NGVD 29 (??/??/92) 1310.233  (m)         4298.66   (f) ADJ UNCH    1 2
 JJ0289
 JJ0289.Superseded values are not recommended for survey control.
 JJ0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0289.See file dsdata.txt to determine how the superseded data were derived.
 JJ0289
 JJ0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC917864(NAD 83)
 JJ0289_MARKER: DB = BENCH MARK DISK
 JJ0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0289_STAMPING: D 37 1933
 JJ0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0289+STABILITY: SURFACE MOTION
 JJ0289
 JJ0289  HISTORY     - Date     Condition        Report By
 JJ0289  HISTORY     - 1933     MONUMENTED       CGS
 JJ0289  HISTORY     - 1942     GOOD             NGS
 JJ0289  HISTORY     - 19951102 MARK NOT FOUND   CODOT
 JJ0289
 JJ0289                          STATION DESCRIPTION
 JJ0289
 JJ0289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JJ0289'4.3 MI S FROM KIT CARSON.
 JJ0289'4.3 MILES SOUTH ALONG U.S. HIGHWAY 287 FROM THE PUBLIC SCHOOL AT KIT
 JJ0289'CARSON, CHEYENNE COUNTY, 300 YARDS NORTHEAST OF A FARMHOUSE, AT A
 JJ0289'ROAD INTERSECTION, 63 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 JJ0289'25 FEET SOUTH OF THE CENTERLINE OF THE SECTION-LINE ROAD,
 JJ0289'46 FEET NORTHWEST OF POLE 2490, 31 FEET WEST OF A FENCE CORNER, AND
 JJ0289'3 FEET NORTH OF THE FENCE.  A STANDARD DISK, STAMPED D 37 1933 AND
 JJ0289'SET IN THE TOP OF A CONCRETE POST.
 JJ0289
 JJ0289                          STATION RECOVERY (1995)
 JJ0289
 JJ0289'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (PG)
 JJ0289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0055 ***********************************************************************
 KK0055  DESIGNATION -  D 374
 KK0055  PID         -  KK0055
 KK0055  STATE/COUNTY-  CO/ARAPAHOE
 KK0055  USGS QUAD   -  STRASBURG NW (1978)
 KK0055
 KK0055                         *CURRENT SURVEY CONTROL
 KK0055  ___________________________________________________________________
 KK0055* NAD 83(1986)-  39 42 32.     (N)    104 27 09.     (W)     SCALED    
 KK0055* NAVD 88     -      1715.563  (meters)    5628.48   (feet)  ADJUSTED  
 KK0055  ___________________________________________________________________
 KK0055  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 KK0055  DYNAMIC HT  -        1713.945 (meters)    5623.17  (feet)  COMP
 KK0055  MODELED GRAV-     979,621.8   (mgal)                       NAVD 88
 KK0055
 KK0055  VERT ORDER  -  SECOND    CLASS 0
 KK0055
 KK0055.The horizontal coordinates were scaled from a topographic map and have
 KK0055.an estimated accuracy of +/- 6 seconds.
 KK0055
 KK0055.The orthometric height was determined by differential leveling
 KK0055.and adjusted by the National Geodetic Survey in June 1991..
 KK0055
 KK0055.The geoid height was determined by GEOID03.
 KK0055
 KK0055.The dynamic height is computed by dividing the NAVD 88
 KK0055.geopotential number by the normal gravity value computed on the
 KK0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0055.degrees latitude (g = 980.6199 gals.).
 KK0055
 KK0055.The modeled gravity was interpolated from observed gravity values.
 KK0055
 KK0055;                    North         East    Units  Estimated Accuracy
 KK0055;SPC CO C     -   513,530.    1,004,230.      MT  (+/- 180 meters Scaled)
 KK0055
 KK0055                          SUPERSEDED SURVEY CONTROL
 KK0055
 KK0055  NGVD 29 (??/??/92) 1714.642  (m)         5625.45   (f) ADJ UNCH    2 0
 KK0055
 KK0055.Superseded values are not recommended for survey control.
 KK0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0055.See file dsdata.txt to determine how the superseded data were derived.
 KK0055
 KK0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED469955(NAD 83)
 KK0055_MARKER: DB = BENCH MARK DISK
 KK0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0055_STAMPING: D 374 1960
 KK0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0055+STABILITY: SURFACE MOTION
 KK0055
 KK0055  HISTORY     - Date     Condition        Report By
 KK0055  HISTORY     - 1960     MONUMENTED       CGS
 KK0055
 KK0055                          STATION DESCRIPTION
 KK0055
 KK0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KK0055'3 MI SW FROM BENNETT.
 KK0055'0.1 MILE WEST ALONG U.S. HIGHWAYS 36 AND 40 FROM THE RAILROAD
 KK0055'STATION AT BENNETT, ADAMS COUNTY, THENCE SOUTH ON AN OILED ROAD
 KK0055'FOR 1.4 MILES, THENCE WEST ON AN ACCESS ROAD FOR 1 MILE, THENCE
 KK0055'SOUTH ON A GRAVELED ROAD FOR 2 MILES, 36 FEET WEST OF THE CENTER OF
 KK0055'A GRAVELED ROAD, 5 FEET NORTHWEST OF A WITNESS POST, 3 FEET
 KK0055'NORTHWEST OF A POWERLINE POLE, AND 3 FEET NORTH OF AN EAST-WEST
 KK0055'FENCE LINE.  IT IS A STANDARD DISK SET IN THE TOP OF A 10 INCH
 KK0055'SQUARE CONCRETE MONUMENT, WHICH PROJECTS 4 INCHES AND IS STAMPED D
 KK0055'374 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0090 ***********************************************************************
 KK0090  DESIGNATION -  D 375
 KK0090  PID         -  KK0090
 KK0090  STATE/COUNTY-  CO/ARAPAHOE
 KK0090  USGS QUAD   -  PEORIA (1978)
 KK0090
 KK0090                         *CURRENT SURVEY CONTROL
 KK0090  ___________________________________________________________________
 KK0090* NAD 83(1986)-  39 39 37.     (N)    104 02 31.     (W)     SCALED    
 KK0090* NAVD 88     -      1593.088  (meters)    5226.66   (feet)  ADJUSTED  
 KK0090  ___________________________________________________________________
 KK0090  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 KK0090  DYNAMIC HT  -        1591.635 (meters)    5221.89  (feet)  COMP
 KK0090  MODELED GRAV-     979,657.7   (mgal)                       NAVD 88
 KK0090
 KK0090  VERT ORDER  -  SECOND    CLASS 0
 KK0090
 KK0090.The horizontal coordinates were scaled from a topographic map and have
 KK0090.an estimated accuracy of +/- 6 seconds.
 KK0090
 KK0090.The orthometric height was determined by differential leveling
 KK0090.and adjusted by the National Geodetic Survey in June 1991..
 KK0090
 KK0090.The geoid height was determined by GEOID03.
 KK0090
 KK0090.The dynamic height is computed by dividing the NAVD 88
 KK0090.geopotential number by the normal gravity value computed on the
 KK0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0090.degrees latitude (g = 980.6199 gals.).
 KK0090
 KK0090.The modeled gravity was interpolated from observed gravity values.
 KK0090
 KK0090;                    North         East    Units  Estimated Accuracy
 KK0090;SPC CO C     -   508,610.    1,039,520.      MT  (+/- 180 meters Scaled)
 KK0090
 KK0090                          SUPERSEDED SURVEY CONTROL
 KK0090
 KK0090  NGVD 29 (??/??/92) 1592.271  (m)         5223.98   (f) ADJ UNCH    2 0
 KK0090
 KK0090.Superseded values are not recommended for survey control.
 KK0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0090.See file dsdata.txt to determine how the superseded data were derived.
 KK0090
 KK0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED821904(NAD 83)
 KK0090_MARKER: DB = BENCH MARK DISK
 KK0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0090_STAMPING: D 375 1960
 KK0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0090+STABILITY: SURFACE MOTION
 KK0090
 KK0090  HISTORY     - Date     Condition        Report By
 KK0090  HISTORY     - 1960     MONUMENTED       CGS
 KK0090
 KK0090                          STATION DESCRIPTION
 KK0090
 KK0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KK0090'3 MI NE FROM DEER TRAIL.
 KK0090'0.3 MILE NORTH ALONG U.S. HIGHWAY 40 FROM THE RAILROAD DEPOT AT
 KK0090'DEER TRAIL, THENCE EAST AND NORTH ALONG AN OILED ROAD 3.1 MILES.
 KK0090'THE MARK IS 51 FEET WEST OF THE CENTER OF AN OILED ROAD, 4 FEET
 KK0090'NORTHWEST OF A TELEPHONE POLE AND 2 FEET SOUTH OF A METAL WITNESS
 KK0090'POST.  IT IS A STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE
 KK0090'CONCRETE MONUMENT, WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0128 ***********************************************************************
 LN0128  DESIGNATION -  D 379
 LN0128  PID         -  LN0128
 LN0128  STATE/COUNTY-  CO/MOFFAT
 LN0128  USGS QUAD   -  SPARKS (1966)
 LN0128
 LN0128                         *CURRENT SURVEY CONTROL
 LN0128  ___________________________________________________________________
 LN0128* NAD 83(1986)-  40 58 13.     (N)    108 46 24.     (W)     SCALED    
 LN0128* NAVD 88     -      2124.052  (meters)    6968.66   (feet)  ADJUSTED  
 LN0128  ___________________________________________________________________
 LN0128  GEOID HEIGHT-         -14.67  (meters)                     GEOID03
 LN0128  DYNAMIC HT  -        2122.084 (meters)    6962.20  (feet)  COMP
 LN0128  MODELED GRAV-     979,620.9   (mgal)                       NAVD 88
 LN0128
 LN0128  VERT ORDER  -  SECOND    CLASS 0
 LN0128
 LN0128.The horizontal coordinates were scaled from a topographic map and have
 LN0128.an estimated accuracy of +/- 6 seconds.
 LN0128
 LN0128.The orthometric height was determined by differential leveling
 LN0128.and adjusted by the National Geodetic Survey in June 1991..
 LN0128
 LN0128.The geoid height was determined by GEOID03.
 LN0128
 LN0128.The dynamic height is computed by dividing the NAVD 88
 LN0128.geopotential number by the normal gravity value computed on the
 LN0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0128.degrees latitude (g = 980.6199 gals.).
 LN0128
 LN0128.The modeled gravity was interpolated from observed gravity values.
 LN0128
 LN0128;                    North         East    Units  Estimated Accuracy
 LN0128;SPC CO N     -   491,650.      638,930.      MT  (+/- 180 meters Scaled)
 LN0128
 LN0128                          SUPERSEDED SURVEY CONTROL
 LN0128
 LN0128  NGVD 29 (??/??/92) 2122.704  (m)         6964.24   (f) ADJ UNCH    2 0
 LN0128
 LN0128.Superseded values are not recommended for survey control.
 LN0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0128.See file dsdata.txt to determine how the superseded data were derived.
 LN0128
 LN0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL873378(NAD 83)
 LN0128_MARKER: DB = BENCH MARK DISK
 LN0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0128_STAMPING: D 379 1962
 LN0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0128+STABILITY: SURFACE MOTION
 LN0128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0128+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 LN0128
 LN0128  HISTORY     - Date     Condition        Report By
 LN0128  HISTORY     - 1962     MONUMENTED       CGS
 LN0128  HISTORY     - 20011003 GOOD             WYHD
 LN0128
 LN0128                          STATION DESCRIPTION
 LN0128
 LN0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0128'31.35 MI N FROM GREYSTONE.
 LN0128'9.4 MILES NORTH ALONG COUNTY ROAD 10 FROM THE STORE AND POST OFFICE AT
 LN0128'GREYSTONE, THENCE 21.95 MILES NORTH ALONG COUNTY ROAD 318, 52 FEET
 LN0128'EAST OF THE CENTER LINE OF THE ROAD, 1.8 FEET NORTH OF A WITNESS POST,
 LN0128'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LN0128'PROJECTING 0.6 FOOT ABOVE THE GROUND.
 LN0128
 LN0128                          STATION RECOVERY (2001)
 LN0128
 LN0128'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 LN0128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0226 ***********************************************************************
 JJ0226  DESIGNATION -  D 38
 JJ0226  PID         -  JJ0226
 JJ0226  STATE/COUNTY-  CO/PROWERS
 JJ0226  USGS QUAD   -  LAMAR EAST (1979)
 JJ0226
 JJ0226                         *CURRENT SURVEY CONTROL
 JJ0226  ___________________________________________________________________
 JJ0226* NAD 83(1986)-  38 04 39.     (N)    102 36 56.     (W)     SCALED    
 JJ0226* NAVD 88     -      1107.141  (meters)    3632.35   (feet)  ADJUSTED  
 JJ0226  ___________________________________________________________________
 JJ0226  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 JJ0226  DYNAMIC HT  -        1106.081 (meters)    3628.87  (feet)  COMP
 JJ0226  MODELED GRAV-     979,634.4   (mgal)                       NAVD 88
 JJ0226
 JJ0226  VERT ORDER  -  FIRST     CLASS II
 JJ0226
 JJ0226.The horizontal coordinates were scaled from a topographic map and have
 JJ0226.an estimated accuracy of +/- 6 seconds.
 JJ0226
 JJ0226.The orthometric height was determined by differential leveling
 JJ0226.and adjusted by the National Geodetic Survey in June 1991..
 JJ0226
 JJ0226.The geoid height was determined by GEOID03.
 JJ0226
 JJ0226.The dynamic height is computed by dividing the NAVD 88
 JJ0226.geopotential number by the normal gravity value computed on the
 JJ0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0226.degrees latitude (g = 980.6199 gals.).
 JJ0226
 JJ0226.The modeled gravity was interpolated from observed gravity values.
 JJ0226
 JJ0226;                    North         East    Units  Estimated Accuracy
 JJ0226;SPC CO S     -   465,290.    1,167,430.      MT  (+/- 180 meters Scaled)
 JJ0226
 JJ0226                          SUPERSEDED SURVEY CONTROL
 JJ0226
 JJ0226  NGVD 29 (??/??/92) 1106.580  (m)         3630.50   (f) ADJ UNCH    1 2
 JJ0226
 JJ0226.Superseded values are not recommended for survey control.
 JJ0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0226.See file dsdata.txt to determine how the superseded data were derived.
 JJ0226
 JJ0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC091170(NAD 83)
 JJ0226_MARKER: DB = BENCH MARK DISK
 JJ0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0226_STAMPING: 3630.505 D 38 1933
 JJ0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0226+STABILITY: SURFACE MOTION
 JJ0226
 JJ0226  HISTORY     - Date     Condition        Report By
 JJ0226  HISTORY     - 1933     MONUMENTED       CGS
 JJ0226  HISTORY     - 1943     GOOD             NGS
 JJ0226  HISTORY     - 1968     GOOD             NGS
 JJ0226  HISTORY     - 1985     MARK NOT FOUND   NGS
 JJ0226
 JJ0226                          STATION DESCRIPTION
 JJ0226
 JJ0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 JJ0226'AT LAMAR.
 JJ0226'AT LAMAR, PROWERS COUNTY, ON U.S. HIGHWAY 287, AT THE SOUTH CITY
 JJ0226'LIMITS, 50 YARDS NORTHWEST OF THE ENTRANCE TO THE CITY PARK AT A
 JJ0226'STREET INTERSECTION, 52 FEET NORTH OF THE CENTERLINE OF THE EAST-
 JJ0226'AND-WEST STREET, 30 FEET WEST OF THE CENTERLINE OF THIRD STREET, AND
 JJ0226'3 FEET EAST AND 18 FEET NORTH OF A FENCE CORNER.  A STANDARD
 JJ0226'DISK, STAMPED 3630.505 D 38 1933 AND SET IN THE TOP OF A CONCRETE
 JJ0226'POST.  1/2 OF THE DISK IS GONE BUT APPEARS TO STILL BE IN FAIR
 JJ0226'CONDITION, 22 FEET NORTH OF A CURB, 18.5 FEET WEST OF A CURB AND
 JJ0226'PROJECTS 4 INCHES.
 JJ0226
 JJ0226                          STATION RECOVERY (1968)
 JJ0226
 JJ0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JJ0226'RECOVERED IN GOOD CONDITION.
 JJ0226
 JJ0226                          STATION RECOVERY (1985)
 JJ0226
 JJ0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0226'THE MARK COULD HAVE BEEN DESTORYED DUE TO THE CONSTRUCTION OF AN
 JJ0226'APARTMENT BUILDING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0151 ***********************************************************************
 LN0151  CBN         -  This is a Cooperative Base Network Control Station.
 LN0151  DESIGNATION -  D 380
 LN0151  PID         -  LN0151
 LN0151  STATE/COUNTY-  CO/MOFFAT
 LN0151  USGS QUAD   -  JACK SPRINGS (1972)
 LN0151
 LN0151                         *CURRENT SURVEY CONTROL
 LN0151  ___________________________________________________________________
 LN0151* NAD 83(1992)-  40 42 55.56363(N)    108 45 06.05983(W)     ADJUSTED  
 LN0151* NAVD 88     -      1733.417  (meters)    5687.05   (feet)  ADJUSTED  
 LN0151  ___________________________________________________________________
 LN0151  X           -  -1,556,726.617 (meters)                     COMP
 LN0151  Y           -  -4,585,526.131 (meters)                     COMP
 LN0151  Z           -   4,139,642.632 (meters)                     COMP
 LN0151  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 LN0151  ELLIP HEIGHT-        1718.00  (meters)          (10/21/02) GPS OBS
 LN0151  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 LN0151  DYNAMIC HT  -        1731.849 (meters)    5681.91  (feet)  COMP
 LN0151  MODELED GRAV-     979,659.2   (mgal)                       NAVD 88
 LN0151
 LN0151  HORZ ORDER  -  B
 LN0151  VERT ORDER  -  SECOND    CLASS 0
 LN0151  ELLP ORDER  -  FOURTH    CLASS II
 LN0151
 LN0151.The horizontal coordinates were established by GPS observations
 LN0151.and adjusted by the National Geodetic Survey in May 1992..
 LN0151
 LN0151.The orthometric height was determined by differential leveling
 LN0151.and adjusted by the National Geodetic Survey in June 1991..
 LN0151
 LN0151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LN0151
 LN0151.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0151
 LN0151.The ellipsoidal height was determined by GPS observations
 LN0151.and is referenced to NAD 83.
 LN0151
 LN0151.The geoid height was determined by GEOID03.
 LN0151
 LN0151.The dynamic height is computed by dividing the NAVD 88
 LN0151.geopotential number by the normal gravity value computed on the
 LN0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0151.degrees latitude (g = 980.6199 gals.).
 LN0151
 LN0151.The modeled gravity was interpolated from observed gravity values.
 LN0151
 LN0151;                    North         East     Units Scale Factor Converg.
 LN0151;SPC CO N     -   463,297.577   639,712.010   MT  0.99998969   -2 06 03.7
 LN0151;SPC CO N     - 1,520,002.13  2,098,788.49   sFT  0.99998969   -2 06 03.7
 LN0151;UTM  12      - 4,509,599.504   689,905.135   MT  1.00004391   +1 28 01.3
 LN0151
 LN0151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0151!SPC CO N     -   0.99973058  x   0.99998969  =   0.99972027
 LN0151!UTM  12      -   0.99973058  x   1.00004391  =   0.99977448
 LN0151
 LN0151                          SUPERSEDED SURVEY CONTROL
 LN0151
 LN0151  NAD 83(1986)-  40 42 55.54862(N)    108 45 06.04446(W) AD(       ) 3
 LN0151  ELLIP H (05/26/92) 1718.01   (m)                       GP(       ) 4 1
 LN0151  NAVD 88 (05/26/92) 1733.42   (m)         5687.1    (f) LEVELING    3  
 LN0151  NGVD 29 (??/??/92) 1732.149  (m)         5682.89   (f) ADJ UNCH    2 0
 LN0151
 LN0151.Superseded values are not recommended for survey control.
 LN0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0151.See file dsdata.txt to determine how the superseded data were derived.
 LN0151
 LN0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL8990509600(NAD 83)
 LN0151_MARKER: DB = BENCH MARK DISK
 LN0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0151_SP_SET: CONCRETE POST
 LN0151_STAMPING: D 380 1962
 LN0151_MARK LOGO: CGS   
 LN0151_MAGNETIC: N = NO MAGNETIC MATERIAL
 LN0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0151+STABILITY: SURFACE MOTION
 LN0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0151+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1991
 LN0151
 LN0151  HISTORY     - Date     Condition        Report By
 LN0151  HISTORY     - 1962     MONUMENTED       CGS
 LN0151  HISTORY     - 19910724 GOOD             NGS
 LN0151
 LN0151                          STATION DESCRIPTION
 LN0151
 LN0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0151'9.4 MI N FROM GREYSTONE.
 LN0151'9.4 MILES NORTH ALONG COUNTY ROAD 10 FROM THE STORE AND POST OFFICE AT
 LN0151'GREYSTONE, 78 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF COUNTY
 LN0151'ROAD 318, 65 FEET WEST OF THE CENTER LINE OF THE ROAD, 3.8 FEET SOUTH
 LN0151'OF A WITNESS POST, ABOUT 1 FOOT LOWER THE COUNTY ROAD 318, AND SET IN
 LN0151'THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 LN0151
 LN0151                          STATION RECOVERY (1991)
 LN0151
 LN0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LN0151'STATION IS LOCATED ABOUT 60 KM (37.3 MI) NORTHWEST OF MAYBELL, 20 KM
 LN0151'(12.4 MI) EAST OF THE COLORADO-UTAH STATE LINE, 0.8 KM (0.5 MI) SOUTH
 LN0151'OF A HIGHWAY MAINTAINANCE YARD, ALONG STATE HIGHWAY 318, AT ITS
 LN0151'JUNCTION WITH COUNTY ROAD 10 SOUTH, AT MILE 20.55, ON THE
 LN0151'RIGHT-OF-WAY, IN NORTH CENTRAL SECTION 28, T 9 N, R 101 W.
 LN0151'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 LN0151'TO REACH FROM THE JUNCTION OF US HIGHWAY 40 AND STATE HIGHWAY 318 JUST
 LN0151'WEST OF MAYBELL, GO NORTHWEST ON HIGHWAY 318 FOR 37.7 MI (60.7 KM) TO
 LN0151'A CATTLE GUARD.  CONTINUE AHEAD FOR 2.5 MI (4.0 KM) TO A ROAD LEFT
 LN0151'AND STATION IN THE NORTHWEST ANGLE OF JUNCTION.
 LN0151'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST
 LN0151'PROJECTING 10 CM ABOVE GROUND.  IT IS 19.7 M (64.6 FT) WEST OF, AND 1
 LN0151'M (3.3 FT) LOWER THAN THE HIGHWAY CENTER, 37.5 M (123.0 FT)
 LN0151'NORTH-NORTHWEST OF THE CENTER OF ROAD 10 SOUTH, 0.8 M (2.6 FT) NORTH
 LN0151'OF A FIBERGLASS WITNESS POST, 0.6 M (2.0 FT) EAST OF A FIBERGLASS
 LN0151'WITNESS POST AND 1.3 M (4.3 FT) SOUTHEAST OF A METAL WITNESS POST.
 LN0151'DESCRIBED BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0007 ***********************************************************************
 LN0007  DESIGNATION -  D 381
 LN0007  PID         -  LN0007
 LN0007  STATE/COUNTY-  CO/MOFFAT
 LN0007  USGS QUAD   -  LIMESTONE HILL (1973)
 LN0007
 LN0007                         *CURRENT SURVEY CONTROL
 LN0007  ___________________________________________________________________
 LN0007* NAD 83(1986)-  40 34 50.     (N)    108 30 20.     (W)     SCALED    
 LN0007* NAVD 88     -      1856.432  (meters)    6090.64   (feet)  ADJUSTED  
 LN0007  ___________________________________________________________________
 LN0007  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 LN0007  DYNAMIC HT  -        1854.677 (meters)    6084.89  (feet)  COMP
 LN0007  MODELED GRAV-     979,614.4   (mgal)                       NAVD 88
 LN0007
 LN0007  VERT ORDER  -  SECOND    CLASS 0
 LN0007
 LN0007.The horizontal coordinates were scaled from a topographic map and have
 LN0007.an estimated accuracy of +/- 6 seconds.
 LN0007
 LN0007.The orthometric height was determined by differential leveling
 LN0007.and adjusted by the National Geodetic Survey in June 1991..
 LN0007
 LN0007.The geoid height was determined by GEOID03.
 LN0007
 LN0007.The dynamic height is computed by dividing the NAVD 88
 LN0007.geopotential number by the normal gravity value computed on the
 LN0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0007.degrees latitude (g = 980.6199 gals.).
 LN0007
 LN0007.The modeled gravity was interpolated from observed gravity values.
 LN0007
 LN0007;                    North         East    Units  Estimated Accuracy
 LN0007;SPC CO N     -   447,600.      659,990.      MT  (+/- 180 meters Scaled)
 LN0007
 LN0007                          SUPERSEDED SURVEY CONTROL
 LN0007
 LN0007  NGVD 29 (??/??/92) 1855.114  (m)         6086.32   (f) ADJ UNCH    2 0
 LN0007
 LN0007.Superseded values are not recommended for survey control.
 LN0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0007.See file dsdata.txt to determine how the superseded data were derived.
 LN0007
 LN0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK111951(NAD 83)
 LN0007_MARKER: DB = BENCH MARK DISK
 LN0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0007_STAMPING: D 381 1962
 LN0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0007+STABILITY: SURFACE MOTION
 LN0007
 LN0007  HISTORY     - Date     Condition        Report By
 LN0007  HISTORY     - 1962     MONUMENTED       CGS
 LN0007
 LN0007                          STATION DESCRIPTION
 LN0007
 LN0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0007'12.05 MI SE FROM GREYSTONE.
 LN0007'12.05 MILES SOUTHEAST ALONG COUNTY ROAD 10 FROM THE STORE AND POST
 LN0007'OFFICE AT GREYSTONE, 0.05 MILE WEST OF A WATER STAND PIPE AND OLD
 LN0007'PUMP, 47 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 244 FEET EAST OF
 LN0007'THE CENTER OF THE SOUTH END OF A 60-INCH PIPE CULVERT, ABOUT 1/2 FOOT
 LN0007'LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LN0007'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0019 ***********************************************************************
 LN0019  DESIGNATION -  D 382
 LN0019  PID         -  LN0019
 LN0019  STATE/COUNTY-  CO/MOFFAT
 LN0019  USGS QUAD   -  LONE MOUNTAIN (1986)
 LN0019
 LN0019                         *CURRENT SURVEY CONTROL
 LN0019  ___________________________________________________________________
 LN0019* NAD 83(1986)-  40 31 25.     (N)    108 24 45.     (W)     SCALED    
 LN0019* NAVD 88     -      1823.541  (meters)    5982.73   (feet)  ADJUSTED  
 LN0019  ___________________________________________________________________
 LN0019  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 LN0019  DYNAMIC HT  -        1821.831 (meters)    5977.12  (feet)  COMP
 LN0019  MODELED GRAV-     979,622.9   (mgal)                       NAVD 88
 LN0019
 LN0019  VERT ORDER  -  SECOND    CLASS 0
 LN0019
 LN0019.The horizontal coordinates were scaled from a topographic map and have
 LN0019.an estimated accuracy of +/- 6 seconds.
 LN0019
 LN0019.The orthometric height was determined by differential leveling
 LN0019.and adjusted by the National Geodetic Survey in June 1991..
 LN0019
 LN0019.The geoid height was determined by GEOID03.
 LN0019
 LN0019.The dynamic height is computed by dividing the NAVD 88
 LN0019.geopotential number by the normal gravity value computed on the
 LN0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0019.degrees latitude (g = 980.6199 gals.).
 LN0019
 LN0019.The modeled gravity was interpolated from observed gravity values.
 LN0019
 LN0019;                    North         East    Units  Estimated Accuracy
 LN0019;SPC CO N     -   441,010.      667,660.      MT  (+/- 180 meters Scaled)
 LN0019
 LN0019                          SUPERSEDED SURVEY CONTROL
 LN0019
 LN0019  NGVD 29 (??/??/92) 1822.252  (m)         5978.51   (f) ADJ UNCH    2 0
 LN0019
 LN0019.Superseded values are not recommended for survey control.
 LN0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0019.See file dsdata.txt to determine how the superseded data were derived.
 LN0019
 LN0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK191890(NAD 83)
 LN0019_MARKER: DB = BENCH MARK DISK
 LN0019_SETTING: 66 = SET IN ROCK OUTCROP
 LN0019_SP_SET: OUTCROP
 LN0019_STAMPING: D 382 1962
 LN0019_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0019+STABILITY: POSITION/ELEVATION WELL
 LN0019
 LN0019  HISTORY     - Date     Condition        Report By
 LN0019  HISTORY     - 1962     MONUMENTED       CGS
 LN0019  HISTORY     - 1982     GOOD             USGS
 LN0019
 LN0019                          STATION DESCRIPTION
 LN0019
 LN0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0019'15.55 MI N FROM ELK SPRINGS.
 LN0019'0.15 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT ELK
 LN0019'SPRINGS, THENCE 0.2 MILE WEST ALONG COUNTY ROAD 14, THENCE 1.45 MILES
 LN0019'NORTH ALONG A GRADED ROAD, THENCE 13.75 MILES NORTH ALONG A TRACK
 LN0019'ROAD, IN THE TOP OF THE NORTH END OF A 100- BY 20-FOOT OUTCROP WHICH
 LN0019'PROJECTS ABOUT 15 FEET ABOVE THE GROUND, 235 FEET EAST OF THE CENTER
 LN0019'LINE OF THE ROAD, 198 FEET EAST OF A WITNESS POST, 35 FEET SOUTH OF A
 LN0019'SMALL DRY WASH, ABOUT 6 FEET HIGHER THAN THE ROAD, AND 1 FOOT ABOVE
 LN0019'THE GROUND.
 LN0019
 LN0019                          STATION RECOVERY (1982)
 LN0019
 LN0019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LN0019'ELK SPRINGS, 15.55 MILE NORTH, SUNBEAN X-RDS, THENCE 2.9 MILES
 LN0019'NORTHWEST ALONG STATE 318 TO JUNCTION OF COUNTY ROAD 10, THENCE 12.6
 LN0019'MILES WEST ALONG CUNTY ROAD 10 TO JCT WITH COUNTY ROAD 25 AT EAST END
 LN0019'OF RIVER BRIDGE, THENCE SOUTH ALONG COUNTY ROAD 2 25 2.4 MILES T 7 N,
 LN0019'R 98 W, SECTION 28, 235 FT. EAST OF ROAD, 35 FT. SOUTH OF SMALL
 LN0019'DRAIN, A STD. TABLET SET IN THE NORTH END OF A 100 FT. BY 20 FT. ROCK
 LN0019'OUTCROP, STAMPED D 382 1962, ABOUT 6 FT. HIGHER THAN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0488 ***********************************************************************
 LM0488  DESIGNATION -  D 383
 LM0488  PID         -  LM0488
 LM0488  STATE/COUNTY-  CO/RIO BLANCO
 LM0488  USGS QUAD   -  RATTLESNAKE MESA (1966)
 LM0488
 LM0488                         *CURRENT SURVEY CONTROL
 LM0488  ___________________________________________________________________
 LM0488* NAD 83(1986)-  40 01 50.     (N)    107 49 42.     (W)     SCALED    
 LM0488* NAVD 88     -      1954.862  (meters)    6413.58   (feet)  ADJUSTED  
 LM0488  ___________________________________________________________________
 LM0488  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 LM0488  DYNAMIC HT  -        1952.889 (meters)    6407.10  (feet)  COMP
 LM0488  MODELED GRAV-     979,547.2   (mgal)                       NAVD 88
 LM0488
 LM0488  VERT ORDER  -  SECOND    CLASS 0
 LM0488
 LM0488.The horizontal coordinates were scaled from a topographic map and have
 LM0488.an estimated accuracy of +/- 6 seconds.
 LM0488
 LM0488.The orthometric height was determined by differential leveling
 LM0488.and adjusted by the National Geodetic Survey in June 1991..
 LM0488
 LM0488.The geoid height was determined by GEOID03.
 LM0488
 LM0488.The dynamic height is computed by dividing the NAVD 88
 LM0488.geopotential number by the normal gravity value computed on the
 LM0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0488.degrees latitude (g = 980.6199 gals.).
 LM0488
 LM0488.The modeled gravity was interpolated from observed gravity values.
 LM0488
 LM0488;                    North         East    Units  Estimated Accuracy
 LM0488;SPC CO N     -   384,820.      715,700.      MT  (+/- 180 meters Scaled)
 LM0488
 LM0488                          SUPERSEDED SURVEY CONTROL
 LM0488
 LM0488  NGVD 29 (??/??/92) 1953.570  (m)         6409.34   (f) ADJ UNCH    2 0
 LM0488
 LM0488.Superseded values are not recommended for survey control.
 LM0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0488.See file dsdata.txt to determine how the superseded data were derived.
 LM0488
 LM0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE586349(NAD 83)
 LM0488_MARKER: DB = BENCH MARK DISK
 LM0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0488_STAMPING: D 383 1966
 LM0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0488+STABILITY: SURFACE MOTION
 LM0488
 LM0488  HISTORY     - Date     Condition        Report By
 LM0488  HISTORY     - 1966     MONUMENTED       CGS
 LM0488
 LM0488                          STATION DESCRIPTION
 LM0488
 LM0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0488'4.9 MI E FROM MEEKER.
 LM0488'1.7 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE FIRE STATION AT
 LM0488'MEEKER, THENCE 3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 132, AT THE
 LM0488'JUNCTION OF COUNTY ROAD 6, 78 FEET EAST OF THE CENTER LINE OF THE
 LM0488'HIGHWAY, 81 FEET SOUTH OF THE CENTER LINE OF THE COUNTY ROAD, 2.6 FEET
 LM0488'NORTH OF A T JUNCTION POWER POLE, 2.4 FEET SOUTH OF A WITNESS POST,
 LM0488'ABOUT LEVEL WITH THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 LM0488'PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0473 ***********************************************************************
 LM0473  DESIGNATION -  D 384
 LM0473  PID         -  LM0473
 LM0473  STATE/COUNTY-  CO/RIO BLANCO
 LM0473  USGS QUAD   -  RATTLESNAKE MESA (1966)
 LM0473
 LM0473                         *CURRENT SURVEY CONTROL
 LM0473  ___________________________________________________________________
 LM0473* NAD 83(1992)-  40 03 08.69903(N)    107 52 24.47616(W)     ADJUSTED  
 LM0473* NAVD 88     -      1936.216  (meters)    6352.40   (feet)  ADJUSTED  
 LM0473  ___________________________________________________________________
 LM0473  X           -  -1,500,952.184 (meters)                     COMP
 LM0473  Y           -  -4,654,406.115 (meters)                     COMP
 LM0473  Z           -   4,083,678.414 (meters)                     COMP
 LM0473  LAPLACE CORR-          10.32  (seconds)                    DEFLEC99
 LM0473  ELLIP HEIGHT-        1920.98  (meters)          (10/21/02) GPS OBS
 LM0473  GEOID HEIGHT-         -15.24  (meters)                     GEOID03
 LM0473  DYNAMIC HT  -        1934.269 (meters)    6346.01  (feet)  COMP
 LM0473  MODELED GRAV-     979,551.4   (mgal)                       NAVD 88
 LM0473
 LM0473  HORZ ORDER  -  FIRST
 LM0473  VERT ORDER  -  SECOND    CLASS 0
 LM0473  ELLP ORDER  -  FIFTH     CLASS I
 LM0473
 LM0473.The horizontal coordinates were established by GPS observations
 LM0473.and adjusted by the National Geodetic Survey in June 2000..
 LM0473
 LM0473.The orthometric height was determined by differential leveling
 LM0473.and adjusted by the National Geodetic Survey in June 1991..
 LM0473
 LM0473.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LM0473
 LM0473.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0473
 LM0473.The ellipsoidal height was determined by GPS observations
 LM0473.and is referenced to NAD 83.
 LM0473
 LM0473.The geoid height was determined by GEOID03.
 LM0473
 LM0473.The dynamic height is computed by dividing the NAVD 88
 LM0473.geopotential number by the normal gravity value computed on the
 LM0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0473.degrees latitude (g = 980.6199 gals.).
 LM0473
 LM0473.The modeled gravity was interpolated from observed gravity values.
 LM0473
 LM0473;                    North         East     Units Scale Factor Converg.
 LM0473;SPC CO N     -   387,350.441   711,909.217   MT  0.99996281   -1 32 00.9
 LM0473;SPC CO N     - 1,270,832.24  2,335,655.49   sFT  0.99996281   -1 32 00.9
 LM0473;UTM  13      - 4,437,531.818   254,891.626   MT  1.00033966   -1 50 59.9
 LM0473
 LM0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0473!SPC CO N     -   0.99969873  x   0.99996281  =   0.99966155
 LM0473!UTM  13      -   0.99969873  x   1.00033966  =   1.00003829
 LM0473
 LM0473                          SUPERSEDED SURVEY CONTROL
 LM0473
 LM0473  ELLIP H (06/30/00) 1921.00   (m)                       GP(       ) 1 1
 LM0473  NAVD 88 (06/30/00) 1936.22   (m)         6352.4    (f) LEVELING    3  
 LM0473  NGVD 29 (??/??/92) 1934.926  (m)         6348.17   (f) ADJ UNCH    2 0
 LM0473
 LM0473.Superseded values are not recommended for survey control.
 LM0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0473.See file dsdata.txt to determine how the superseded data were derived.
 LM0473
 LM0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE5489237532(NAD 83)
 LM0473_MARKER: DB = BENCH MARK DISK
 LM0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0473_STAMPING: D 384 1966
 LM0473_MARK LOGO: CGS   
 LM0473_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LM0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0473+STABILITY: SURFACE MOTION
 LM0473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LM0473+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1999
 LM0473
 LM0473  HISTORY     - Date     Condition        Report By
 LM0473  HISTORY     - 1966     MONUMENTED       CGS
 LM0473  HISTORY     - 19990517 GOOD             NGS
 LM0473
 LM0473                          STATION DESCRIPTION
 LM0473
 LM0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0473'2.8 MI NE FROM MEEKER.
 LM0473'2.8 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE FIRE STATION AT
 LM0473'MEEKER, IN THE NORTHEAST CORNER OF THE INTERSECTION OF A ROAD EAST TO
 LM0473'THORNBURG BATTLE GROUND, 51.5 FEET EAST OF THE CENTER LINE OF THE
 LM0473'HIGHWAY, 47 FEET NORTHWEST OF THE CENTER LINE OF THE SIDE ROAD, 2 FEET
 LM0473'NORTH OF A POWER POLE, 1.8 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET
 LM0473'LOWER THAN THE HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING
 LM0473'0.4 FOOT.
 LM0473
 LM0473                          STATION RECOVERY (1999)
 LM0473
 LM0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 LM0473'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTHEAST OF MEEKER, 1 MI
 LM0473'(1.6 KM) NORTHEAST FROM THE INTERSECTION OF STATE HIGHWAY 13 AND
 LM0473'COUNTY ROAD 8 AND 1 MI (1.6 KM) NORTHEAST OF MEEKER AIRPORT, IN THE
 LM0473'SOUTHWEST 1/4 OF SECTION 18, T I N, R 93 W, AT STATE HIGHWAY 13
 LM0473'MILEPOST 44.45.  OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION
 LM0473'RIGHT-OF-WAY
 LM0473'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 13 AND
 LM0473'COUNTY ROAD 8, ABOUT 1.5 MI (2.4 KM) EAST OF MEEKER, GO NORTHEAST ON
 LM0473'STATE HIGHWAY 13 FOR 1.05 MI (1.69 KM) TO THE INTERSECTION OF COUNTY
 LM0473'ROAD 15 AND THE STATION IN THE NORTHEAST CORNER OF THE INTERSECTION
 LM0473'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 LM0473'POST PROJECTING 5 CM ABOVE THE GROUND.  IT IS 15.8 M (51.8 FT) WEST
 LM0473'FROM A POWER POLE WITH TRANSFORMER AND RIGHT-OF-WAY FENCE, 15.8 M
 LM0473'(51.8 FT) EAST FROM THE CENTER LINE OF STATE HIGHWAY 13, 15.3 M (50.2
 LM0473'FT) WEST-NORTHWEST FROM A FENCE CORNER, 13.6 M (44.6 FT) NORTH FROM
 LM0473'THE CENTER LINE OF COUNTY ROAD 15, 0.6 M (2.0 FT) NORTH-NORTHEAST FROM
 LM0473'A PLASTIC WITNESS POST AND 0.5 M (1.6 FT) SOUTH FROM A METAL WITNESS
 LM0473'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0382 ***********************************************************************
 LM0382  DESIGNATION -  D 385
 LM0382  PID         -  LM0382
 LM0382  STATE/COUNTY-  CO/RIO BLANCO
 LM0382  USGS QUAD   -  RIPPLE CREEK (1977)
 LM0382
 LM0382                         *CURRENT SURVEY CONTROL
 LM0382  ___________________________________________________________________
 LM0382* NAD 83(1986)-  40 05 34.     (N)    107 18 41.     (W)     SCALED    
 LM0382* NAVD 88     -      3030.795  (meters)    9943.53   (feet)  ADJUSTED  
 LM0382  ___________________________________________________________________
 LM0382  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 LM0382  DYNAMIC HT  -        3027.309 (meters)    9932.10  (feet)  COMP
 LM0382  MODELED GRAV-     979,363.4   (mgal)                       NAVD 88
 LM0382
 LM0382  VERT ORDER  -  SECOND    CLASS 0
 LM0382
 LM0382.The horizontal coordinates were scaled from a topographic map and have
 LM0382.an estimated accuracy of +/- 6 seconds.
 LM0382
 LM0382.The orthometric height was determined by differential leveling
 LM0382.and adjusted by the National Geodetic Survey in June 1991..
 LM0382
 LM0382.The geoid height was determined by GEOID03.
 LM0382
 LM0382.The dynamic height is computed by dividing the NAVD 88
 LM0382.geopotential number by the normal gravity value computed on the
 LM0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0382.degrees latitude (g = 980.6199 gals.).
 LM0382
 LM0382.The modeled gravity was interpolated from observed gravity values.
 LM0382
 LM0382;                    North         East    Units  Estimated Accuracy
 LM0382;SPC CO N     -   390,700.      759,950.      MT  (+/- 180 meters Scaled)
 LM0382
 LM0382                          SUPERSEDED SURVEY CONTROL
 LM0382
 LM0382  NGVD 29 (??/??/92) 3029.256  (m)         9938.48   (f) ADJ UNCH    2 0
 LM0382
 LM0382.Superseded values are not recommended for survey control.
 LM0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0382.See file dsdata.txt to determine how the superseded data were derived.
 LM0382
 LM0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE029406(NAD 83)
 LM0382_MARKER: DB = BENCH MARK DISK
 LM0382_SETTING: 80 = SET IN A BOULDER
 LM0382_SP_SET: BOULDER
 LM0382_STAMPING: D 385 1966
 LM0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0382+STABILITY: SURFACE MOTION
 LM0382
 LM0382  HISTORY     - Date     Condition        Report By
 LM0382  HISTORY     - 1966     MONUMENTED       CGS
 LM0382
 LM0382                          STATION DESCRIPTION
 LM0382
 LM0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0382'22.6 MI NE FROM BUFORD.
 LM0382'22.6 MILES NORTHEAST ALONG STATE HIGHWAY 132 FROM THE STORE AND POST
 LM0382'OFFICE AT BUFORD, NEAR POINT WHERE OLD ROAD CROSSES THE NEW ROAD, IN
 LM0382'THE TOP OF A 4 X 6-FOOT EMBEDDED BOULDER WHICH PROJECTS ABOUT 2 FEET,
 LM0382'69 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 145 FEET
 LM0382'NORTHWEST OF THE CENTER OF THE INTERSECTION OF THE OLD AND NEW
 LM0382'HIGHWAYS AND ABOUT 8 FEET ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0419 ***********************************************************************
 LM0419  DESIGNATION -  D 386
 LM0419  PID         -  LM0419
 LM0419  STATE/COUNTY-  CO/RIO BLANCO
 LM0419  USGS QUAD   -  DUNCKLEY PASS (1966)
 LM0419
 LM0419                         *CURRENT SURVEY CONTROL
 LM0419  ___________________________________________________________________
 LM0419* NAD 83(1986)-  40 11 45.     (N)    107 08 10.     (W)     SCALED    
 LM0419* NAVD 88     -      2853.001  (meters)    9360.22   (feet)  ADJUSTED  
 LM0419  ___________________________________________________________________
 LM0419  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 LM0419  DYNAMIC HT  -        2850.024 (meters)    9350.45  (feet)  COMP
 LM0419  MODELED GRAV-     979,475.6   (mgal)                       NAVD 88
 LM0419
 LM0419  VERT ORDER  -  SECOND    CLASS 0
 LM0419
 LM0419.The horizontal coordinates were scaled from a topographic map and have
 LM0419.an estimated accuracy of +/- 6 seconds.
 LM0419
 LM0419.The orthometric height was determined by differential leveling
 LM0419.and adjusted by the National Geodetic Survey in June 1991..
 LM0419
 LM0419.The geoid height was determined by GEOID03.
 LM0419
 LM0419.The dynamic height is computed by dividing the NAVD 88
 LM0419.geopotential number by the normal gravity value computed on the
 LM0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0419.degrees latitude (g = 980.6199 gals.).
 LM0419
 LM0419.The modeled gravity was interpolated from observed gravity values.
 LM0419
 LM0419;                    North         East    Units  Estimated Accuracy
 LM0419;SPC CO N     -   401,850.      775,100.      MT  (+/- 180 meters Scaled)
 LM0419
 LM0419                          SUPERSEDED SURVEY CONTROL
 LM0419
 LM0419  NGVD 29 (??/??/92) 2851.699  (m)         9355.95   (f) ADJ UNCH    2 0
 LM0419
 LM0419.Superseded values are not recommended for survey control.
 LM0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0419.See file dsdata.txt to determine how the superseded data were derived.
 LM0419
 LM0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE181516(NAD 83)
 LM0419_MARKER: DD = SURVEY DISK
 LM0419_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0419_SP_SET: CULVERT
 LM0419_STAMPING: D 386 1966
 LM0419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0419
 LM0419  HISTORY     - Date     Condition        Report By
 LM0419  HISTORY     - 1966     MONUMENTED       BPR
 LM0419  HISTORY     - 1966     GOOD             NGS
 LM0419
 LM0419                          STATION DESCRIPTION
 LM0419
 LM0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 LM0419'14.95 MI W FROM PHIPPSBURG.
 LM0419'14.95 MILES WEST ALONG STATE HIGHWAY 132 FROM THE JUNCTION OF STATE
 LM0419'HIGHWAY 131 AT PHIPPSBURG, IN THE TOP AND 4.4 FEET WEST OF THE EAST
 LM0419'END OF THE SOUTH HEAD WALL OF A 24-INCH PIPE CULVERT, 22 FEET SOUTH OF
 LM0419'THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0389 ***********************************************************************
 LM0389  DESIGNATION -  D 387
 LM0389  PID         -  LM0389
 LM0389  STATE/COUNTY-  CO/RIO BLANCO
 LM0389  USGS QUAD   -  PAGODA PEAK (1973)
 LM0389
 LM0389                         *CURRENT SURVEY CONTROL
 LM0389  ___________________________________________________________________
 LM0389* NAD 83(1986)-  40 07 59.     (N)    107 15 58.     (W)     SCALED    
 LM0389* NAVD 88     -      2921.804  (meters)    9585.95   (feet)  ADJUSTED  
 LM0389  ___________________________________________________________________
 LM0389  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 LM0389  DYNAMIC HT  -        2918.437 (meters)    9574.91  (feet)  COMP
 LM0389  MODELED GRAV-     979,366.0   (mgal)                       NAVD 88
 LM0389
 LM0389  VERT ORDER  -  SECOND    CLASS 0
 LM0389
 LM0389.The horizontal coordinates were scaled from a topographic map and have
 LM0389.an estimated accuracy of +/- 6 seconds.
 LM0389
 LM0389.The orthometric height was determined by differential leveling
 LM0389.and adjusted by the National Geodetic Survey in June 1991..
 LM0389
 LM0389.The geoid height was determined by GEOID03.
 LM0389
 LM0389.The dynamic height is computed by dividing the NAVD 88
 LM0389.geopotential number by the normal gravity value computed on the
 LM0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0389.degrees latitude (g = 980.6199 gals.).
 LM0389
 LM0389.The modeled gravity was interpolated from observed gravity values.
 LM0389
 LM0389;                    North         East    Units  Estimated Accuracy
 LM0389;SPC CO N     -   395,090.      763,900.      MT  (+/- 180 meters Scaled)
 LM0389
 LM0389                          SUPERSEDED SURVEY CONTROL
 LM0389
 LM0389  NGVD 29 (??/??/92) 2920.235  (m)         9580.80   (f) ADJ UNCH    2 0
 LM0389
 LM0389.Superseded values are not recommended for survey control.
 LM0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0389.See file dsdata.txt to determine how the superseded data were derived.
 LM0389
 LM0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE069449(NAD 83)
 LM0389_MARKER: DB = BENCH MARK DISK
 LM0389_SETTING: 80 = SET IN A BOULDER
 LM0389_SP_SET: BOULDER
 LM0389_STAMPING: D 387 1966
 LM0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0389+STABILITY: SURFACE MOTION
 LM0389
 LM0389  HISTORY     - Date     Condition        Report By
 LM0389  HISTORY     - 1966     MONUMENTED       CGS
 LM0389
 LM0389                          STATION DESCRIPTION
 LM0389
 LM0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0389'27.05 MI NE FROM BUFORD.
 LM0389'27.05 MILES NORTHEAST ALONG STATE HIGHWAY 132 FROM THE STORE AND POST
 LM0389'OFFICE AT BUFORD, 0.25 MILE WEST OF VAUGHN LAKE CAMP GROUND, ABOUT
 LM0389'MIDWAY BETWEEN TWO CURVES, IN THE TOP OF A 3 X 4-FOOT EMBEDDED BOULDER
 LM0389'WHICH PROJECTS 2 1/2 FEET, 30 FEET NORTH OF THE CENTER LINE OF THE
 LM0389'HIGHWAY, 110 FEET EAST OF THE NORTH END OF A 30-INCH PIPE CULVERT, 3.0
 LM0389'FEET SOUTH OF A WITNESS POST AND ABOUT 5 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0050 ***********************************************************************
 HJ0050  DESIGNATION -  D 39
 HJ0050  PID         -  HJ0050
 HJ0050  STATE/COUNTY-  CO/BACA
 HJ0050  USGS QUAD   -  BISONTE (1978)
 HJ0050
 HJ0050                         *CURRENT SURVEY CONTROL
 HJ0050  ___________________________________________________________________
 HJ0050* NAD 83(1986)-  37 15 00.     (N)    102 36 56.     (W)     SCALED    
 HJ0050* NAVD 88     -      1347.371  (meters)    4420.50   (feet)  ADJUSTED  
 HJ0050  ___________________________________________________________________
 HJ0050  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 HJ0050  DYNAMIC HT  -        1345.925 (meters)    4415.76  (feet)  COMP
 HJ0050  MODELED GRAV-     979,509.8   (mgal)                       NAVD 88
 HJ0050
 HJ0050  VERT ORDER  -  FIRST     CLASS II
 HJ0050
 HJ0050.The horizontal coordinates were scaled from a topographic map and have
 HJ0050.an estimated accuracy of +/- 6 seconds.
 HJ0050
 HJ0050.The orthometric height was determined by differential leveling
 HJ0050.and adjusted by the National Geodetic Survey in June 1991..
 HJ0050
 HJ0050.The geoid height was determined by GEOID03.
 HJ0050
 HJ0050.The dynamic height is computed by dividing the NAVD 88
 HJ0050.geopotential number by the normal gravity value computed on the
 HJ0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0050.degrees latitude (g = 980.6199 gals.).
 HJ0050
 HJ0050.The modeled gravity was interpolated from observed gravity values.
 HJ0050
 HJ0050;                    North         East    Units  Estimated Accuracy
 HJ0050;SPC CO S     -   373,490.    1,170,270.      MT  (+/- 180 meters Scaled)
 HJ0050
 HJ0050                          SUPERSEDED SURVEY CONTROL
 HJ0050
 HJ0050  NGVD 29 (??/??/92) 1346.745  (m)         4418.45   (f) ADJ UNCH    1 2
 HJ0050
 HJ0050.Superseded values are not recommended for survey control.
 HJ0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0050.See file dsdata.txt to determine how the superseded data were derived.
 HJ0050
 HJ0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB114252(NAD 83)
 HJ0050_MARKER: DB = BENCH MARK DISK
 HJ0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0050_STAMPING: D 39 1933
 HJ0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0050+STABILITY: SURFACE MOTION
 HJ0050
 HJ0050  HISTORY     - Date     Condition        Report By
 HJ0050  HISTORY     - 1933     MONUMENTED       CGS
 HJ0050  HISTORY     - 1953     MARK NOT FOUND   NGS
 HJ0050  HISTORY     - 1985     MARK NOT FOUND   NGS
 HJ0050
 HJ0050                          STATION DESCRIPTION
 HJ0050
 HJ0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HJ0050'12.1 MI N FROM CAMPO.
 HJ0050'12.1 MILES NORTH ALONG U.S. HIGHWAY 287 FROM CAMPO, BACA COUNTY,
 HJ0050'60 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF A FARMHOUSE, AT
 HJ0050'A ROAD INTERSECTION, 35 FEET WEST OF THE CENTER LINE OF THE
 HJ0050'HIGHWAY, AND 29 FEET SOUTH OF THE CENTER LINE OF THE COUNTY ROAD.
 HJ0050'A STANDARD DISK, STAMPED D 39 1933 AND SET IN THE TOP OF A CONCRETE
 HJ0050'POST.
 HJ0050
 HJ0050                          STATION RECOVERY (1985)
 HJ0050
 HJ0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HJ0050'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1100 ***********************************************************************
 LL1100  DESIGNATION -  D 390
 LL1100  PID         -  LL1100
 LL1100  STATE/COUNTY-  CO/WELD
 LL1100  USGS QUAD   -  EATON (1975)
 LL1100
 LL1100                         *CURRENT SURVEY CONTROL
 LL1100  ___________________________________________________________________
 LL1100* NAD 83(1986)-  40 30 35.     (N)    104 42 16.     (W)     SCALED    
 LL1100* NAVD 88     -      1461.844  (meters)    4796.07   (feet)  ADJUSTED  
 LL1100  ___________________________________________________________________
 LL1100  GEOID HEIGHT-         -17.92  (meters)                     GEOID03
 LL1100  DYNAMIC HT  -        1460.610 (meters)    4792.02  (feet)  COMP
 LL1100  MODELED GRAV-     979,729.9   (mgal)                       NAVD 88
 LL1100
 LL1100  VERT ORDER  -  FIRST     CLASS II
 LL1100
 LL1100.The horizontal coordinates were scaled from a topographic map and have
 LL1100.an estimated accuracy of +/- 6 seconds.
 LL1100
 LL1100.The orthometric height was determined by differential leveling
 LL1100.and adjusted by the National Geodetic Survey in June 1991..
 LL1100
 LL1100.The geoid height was determined by GEOID03.
 LL1100
 LL1100.The dynamic height is computed by dividing the NAVD 88
 LL1100.geopotential number by the normal gravity value computed on the
 LL1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1100.degrees latitude (g = 980.6199 gals.).
 LL1100
 LL1100.The modeled gravity was interpolated from observed gravity values.
 LL1100
 LL1100;                    North         East    Units  Estimated Accuracy
 LL1100;SPC CO N     -   435,720.      981,830.      MT  (+/- 180 meters Scaled)
 LL1100
 LL1100                          SUPERSEDED SURVEY CONTROL
 LL1100
 LL1100  NGVD 29 (06/08/92) 1460.965  (m)         4793.18   (f) ADJUSTED    1 2
 LL1100
 LL1100.Superseded values are not recommended for survey control.
 LL1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1100.See file dsdata.txt to determine how the superseded data were derived.
 LL1100
 LL1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE250843(NAD 83)
 LL1100_MARKER: I = METAL ROD
 LL1100_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1100_SP_SET: STAINLESS STEEL ROD
 LL1100_STAMPING: D 390 1983
 LL1100_MARK LOGO: NGS   
 LL1100_PROJECTION: FLUSH
 LL1100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1100_ROD/PIPE-DEPTH: 24.4 meters
 LL1100
 LL1100  HISTORY     - Date     Condition        Report By
 LL1100  HISTORY     - 1983     MONUMENTED       NGS
 LL1100
 LL1100                          STATION DESCRIPTION
 LL1100
 LL1100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LL1100'9.7 KM (6.0 MI) NORTH FROM GREELEY.
 LL1100'9.7 KM (6.0 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL1100'STATION IN GREELEY, 0.4 KM (0.25 MI) SOUTH OF MILEPOST 58, IN THE
 LL1100'SOUTHEAST ANGLE OF A GRAVELED CROSSROAD, 16.7 METERS (54.8 FT) SOUTH
 LL1100'OF THE CENTER OF A GRAVELED ROAD, 10.7 METERS (35.1 FT) EAST OF THE
 LL1100'NEAR RAIL, 3.4 METERS (11.2 FT) WEST OF A FENCE, AND 2.4 METERS
 LL1100'(7.9 FT) SOUTH OF A UTILITY POLE.  NOTE--ACCESS TO THE DATUM POINT IS
 LL1100'THROUGH A 5-INCH LOGO CAP.
 LL1100'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 LL1100'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1109 ***********************************************************************
 LL1109  DESIGNATION -  D 391
 LL1109  PID         -  LL1109
 LL1109  STATE/COUNTY-  CO/WELD
 LL1109  USGS QUAD   -  DOVER (1972)
 LL1109
 LL1109                         *CURRENT SURVEY CONTROL
 LL1109  ___________________________________________________________________
 LL1109* NAD 83(1986)-  40 47 31.     (N)    104 47 30.     (W)     SCALED    
 LL1109* NAVD 88     -      1653.733  (meters)    5425.62   (feet)  ADJUSTED  
 LL1109  ___________________________________________________________________
 LL1109  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 LL1109  DYNAMIC HT  -        1652.314 (meters)    5420.97  (feet)  COMP
 LL1109  MODELED GRAV-     979,708.9   (mgal)                       NAVD 88
 LL1109
 LL1109  VERT ORDER  -  FIRST     CLASS II
 LL1109
 LL1109.The horizontal coordinates were scaled from a topographic map and have
 LL1109.an estimated accuracy of +/- 6 seconds.
 LL1109
 LL1109.The orthometric height was determined by differential leveling
 LL1109.and adjusted by the National Geodetic Survey in June 1991..
 LL1109
 LL1109.The geoid height was determined by GEOID03.
 LL1109
 LL1109.The dynamic height is computed by dividing the NAVD 88
 LL1109.geopotential number by the normal gravity value computed on the
 LL1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1109.degrees latitude (g = 980.6199 gals.).
 LL1109
 LL1109.The modeled gravity was interpolated from observed gravity values.
 LL1109
 LL1109;                    North         East    Units  Estimated Accuracy
 LL1109;SPC CO N     -   467,000.      974,180.      MT  (+/- 180 meters Scaled)
 LL1109
 LL1109                          SUPERSEDED SURVEY CONTROL
 LL1109
 LL1109  NGVD 29 (06/08/92) 1652.797  (m)         5422.55   (f) ADJUSTED    1 2
 LL1109
 LL1109.Superseded values are not recommended for survey control.
 LL1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1109.See file dsdata.txt to determine how the superseded data were derived.
 LL1109
 LL1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF175156(NAD 83)
 LL1109_MARKER: I = METAL ROD
 LL1109_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LL1109+WITH SETTING: INFORMATION.
 LL1109_SP_SET: SHALLOW SET METAL ROD
 LL1109_STAMPING: D 391 1983
 LL1109_MARK LOGO: NGS   
 LL1109_PROJECTION: FLUSH
 LL1109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1109_ROD/PIPE-DEPTH: 1.8  meters
 LL1109
 LL1109  HISTORY     - Date     Condition        Report By
 LL1109  HISTORY     - 1983     MONUMENTED       NGS
 LL1109
 LL1109                          STATION DESCRIPTION
 LL1109
 LL1109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LL1109'37.2 KM (23.1 MI) SOUTH FROM CHEYENNE WY.
 LL1109'37.2 KM (23.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION
 LL1109'WITH INTERSTATE HIGHWAY 80 IN CHEYENNE, 1.0 KM (0.6 MI) NORTH OF
 LL1109'COUNTY ROAD 110 LEADING EAST, 0.3 KM (0.2 MI) SOUTH OF MILEPOST 295,
 LL1109'45.7 METERS (149.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 LL1109'1.7 METERS (5.6 FT) SOUTH OF A UTILITY POLE.  NOTE--REFUSAL WAS
 LL1109'REACHED AT 6.0 FEET.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LL1109'LOGO CAP.
 LL1109'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 LL1109'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1297 ***********************************************************************
 KK1297  DESIGNATION -  D 392
 KK1297  PID         -  KK1297
 KK1297  STATE/COUNTY-  CO/ADAMS
 KK1297  USGS QUAD   -  COMMERCE CITY (1994)
 KK1297
 KK1297                         *CURRENT SURVEY CONTROL
 KK1297  ___________________________________________________________________
 KK1297* NAD 83(1986)-  39 48 22.     (N)    104 56 27.     (W)     SCALED    
 KK1297* NAVD 88     -      1572.534  (meters)    5159.22   (feet)  ADJUSTED  
 KK1297  ___________________________________________________________________
 KK1297  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 KK1297  DYNAMIC HT  -        1571.058 (meters)    5154.38  (feet)  COMP
 KK1297  MODELED GRAV-     979,633.2   (mgal)                       NAVD 88
 KK1297
 KK1297  VERT ORDER  -  FIRST     CLASS II
 KK1297
 KK1297.The horizontal coordinates were scaled from a topographic map and have
 KK1297.an estimated accuracy of +/- 6 seconds.
 KK1297
 KK1297.The orthometric height was determined by differential leveling
 KK1297.and adjusted by the National Geodetic Survey in June 1991..
 KK1297
 KK1297.The geoid height was determined by GEOID03.
 KK1297
 KK1297.The dynamic height is computed by dividing the NAVD 88
 KK1297.geopotential number by the normal gravity value computed on the
 KK1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1297.degrees latitude (g = 980.6199 gals.).
 KK1297
 KK1297.The modeled gravity was interpolated from observed gravity values.
 KK1297
 KK1297;                    North         East    Units  Estimated Accuracy
 KK1297;SPC CO N     -   357,440.      962,290.      MT  (+/- 180 meters Scaled)
 KK1297
 KK1297                          SUPERSEDED SURVEY CONTROL
 KK1297
 KK1297  NGVD 29 (??/??/??) 1571.645  (m)         5156.31   (f) ADJUSTED    1 2
 KK1297
 KK1297.Superseded values are not recommended for survey control.
 KK1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1297.See file dsdata.txt to determine how the superseded data were derived.
 KK1297
 KK1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE050062(NAD 83)
 KK1297_MARKER: DB = BENCH MARK DISK
 KK1297_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KK1297_SP_SET: PIER
 KK1297_STAMPING: D 392 1983
 KK1297_MARK LOGO: NGS   
 KK1297_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1297+STABILITY: POSITION/ELEVATION WELL
 KK1297
 KK1297  HISTORY     - Date     Condition        Report By
 KK1297  HISTORY     - 1983     MONUMENTED       NGS
 KK1297
 KK1297                          STATION DESCRIPTION
 KK1297
 KK1297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1297'IN COMMERCE CITY.
 KK1297'IN COMMERCE CITY, AT THE JUNCTION OF INTERSTATE HIGHWAY 270 AND THE
 KK1297'UNION PACIFIC RAILROAD, SET VERTICALLY IN THE NORTHWEST FACE OF THE
 KK1297'MOST SOUTHEASTERLY 1 OF 3 PIERS OF THE NORTHWEST BOUND OVERPASS OVER
 KK1297'THE TRACKS, AND 3.9 METERS (12.8 FT) SOUTHEAST OF THE NEAR RAIL.
 KK1297'THE MARK IS 1.2 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1285 ***********************************************************************
 KK1285  DESIGNATION -  D 393
 KK1285  PID         -  KK1285
 KK1285  STATE/COUNTY-  CO/DENVER
 KK1285  USGS QUAD   -  ENGLEWOOD (1997)
 KK1285
 KK1285                         *CURRENT SURVEY CONTROL
 KK1285  ___________________________________________________________________
 KK1285* NAD 83(1986)-  39 43 42.     (N)    104 54 46.     (W)     SCALED    
 KK1285* NAVD 88     -      1629.972  (meters)    5347.67   (feet)  ADJUSTED  
 KK1285  ___________________________________________________________________
 KK1285  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 KK1285  DYNAMIC HT  -        1628.403 (meters)    5342.52  (feet)  COMP
 KK1285  MODELED GRAV-     979,606.9   (mgal)                       NAVD 88
 KK1285
 KK1285  VERT ORDER  -  FIRST     CLASS II
 KK1285
 KK1285.The horizontal coordinates were scaled from a topographic map and have
 KK1285.an estimated accuracy of +/- 6 seconds.
 KK1285
 KK1285.The orthometric height was determined by differential leveling
 KK1285.and adjusted by the National Geodetic Survey in June 1991..
 KK1285
 KK1285.The geoid height was determined by GEOID03.
 KK1285
 KK1285.The dynamic height is computed by dividing the NAVD 88
 KK1285.geopotential number by the normal gravity value computed on the
 KK1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1285.degrees latitude (g = 980.6199 gals.).
 KK1285
 KK1285.The modeled gravity was interpolated from observed gravity values.
 KK1285
 KK1285;                    North         East    Units  Estimated Accuracy
 KK1285;SPC CO C     -   515,330.      964,750.      MT  (+/- 180 meters Scaled)
 KK1285
 KK1285                          SUPERSEDED SURVEY CONTROL
 KK1285
 KK1285  NGVD 29 (??/??/??) 1629.059  (m)         5344.67   (f) ADJUSTED    1 2
 KK1285
 KK1285.Superseded values are not recommended for survey control.
 KK1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1285.See file dsdata.txt to determine how the superseded data were derived.
 KK1285
 KK1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED074976(NAD 83)
 KK1285_MARKER: I = METAL ROD
 KK1285_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1285_SP_SET: STAINLESS STEEL ROD
 KK1285_STAMPING: D 393 1983
 KK1285_MARK LOGO: NGS   
 KK1285_PROJECTION: FLUSH
 KK1285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1285_ROD/PIPE-DEPTH: 14.3 meters
 KK1285
 KK1285  HISTORY     - Date     Condition        Report By
 KK1285  HISTORY     - 1983     MONUMENTED       NGS
 KK1285
 KK1285                          STATION DESCRIPTION
 KK1285
 KK1285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1285'IN DENVER.
 KK1285'IN DENVER, AT THE INTERSECTION OF MONACO STREET PARKWAY AND 8TH
 KK1285'AVENUE, 25.8 METERS (84.6 FT) NORTH OF THE CENTERLINE OF THE AVENUE,
 KK1285'5.4 METERS (17.7 FT) EAST OF THE CENTERLINE OF THE SOUTH BOUND LANES
 KK1285'OF THE PARKWAY, AND 0.6 METER (2.0 FT) SOUTH OF A UTILITY POLE.
 KK1285'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1285'THE MARK IS ABOVE LEVEL WITH THE PARKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1292 ***********************************************************************
 KK1292  DESIGNATION -  D 394
 KK1292  PID         -  KK1292
 KK1292  STATE/COUNTY-  CO/DENVER
 KK1292  USGS QUAD   -  COMMERCE CITY (1994)
 KK1292
 KK1292                         *CURRENT SURVEY CONTROL
 KK1292  ___________________________________________________________________
 KK1292* NAD 83(1986)-  39 46 41.     (N)    104 54 13.     (W)     SCALED    
 KK1292* NAVD 88     -      1607.892  (meters)    5275.23   (feet)  ADJUSTED  
 KK1292  ___________________________________________________________________
 KK1292  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 KK1292  DYNAMIC HT  -        1606.372 (meters)    5270.24  (feet)  COMP
 KK1292  MODELED GRAV-     979,624.6   (mgal)                       NAVD 88
 KK1292
 KK1292  VERT ORDER  -  FIRST     CLASS II
 KK1292
 KK1292.The horizontal coordinates were scaled from a topographic map and have
 KK1292.an estimated accuracy of +/- 6 seconds.
 KK1292
 KK1292.The orthometric height was determined by differential leveling
 KK1292.and adjusted by the National Geodetic Survey in June 1991..
 KK1292
 KK1292.The geoid height was determined by GEOID03.
 KK1292
 KK1292.The dynamic height is computed by dividing the NAVD 88
 KK1292.geopotential number by the normal gravity value computed on the
 KK1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1292.degrees latitude (g = 980.6199 gals.).
 KK1292
 KK1292.The modeled gravity was interpolated from observed gravity values.
 KK1292
 KK1292;                    North         East    Units  Estimated Accuracy
 KK1292;SPC CO C     -   520,860.      965,490.      MT  (+/- 180 meters Scaled)
 KK1292
 KK1292                          SUPERSEDED SURVEY CONTROL
 KK1292
 KK1292  NGVD 29 (??/??/??) 1607.000  (m)         5272.30   (f) ADJUSTED    1 2
 KK1292
 KK1292.Superseded values are not recommended for survey control.
 KK1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1292.See file dsdata.txt to determine how the superseded data were derived.
 KK1292
 KK1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE082031(NAD 83)
 KK1292_MARKER: DV = VERTICAL CONTROL DISK
 KK1292_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KK1292_SP_SET: ABUTMENT
 KK1292_STAMPING: D 394 1983
 KK1292_MARK LOGO: NGS   
 KK1292_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK1292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1292
 KK1292  HISTORY     - Date     Condition        Report By
 KK1292  HISTORY     - 1983     MONUMENTED       NGS
 KK1292  HISTORY     - 19960626 GOOD             CODOT
 KK1292  HISTORY     - 20010303 GOOD             METRSC
 KK1292
 KK1292                          STATION DESCRIPTION
 KK1292
 KK1292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1292'IN DENVER.
 KK1292'IN DENVER, AT THE INTERSECTION OF INTERSTATE HIGHWAY 70 AND QUEBEC
 KK1292'STREET, IN TOP OF AND 0.3 METER (1.0 FT) NORTH OF THE SOUTH END OF THE
 KK1292'EAST CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS OVER THE STREET,
 KK1292'19.5 METERS (64.0 FT) EAST OF THE CENTER OF THE STREET, AND
 KK1292'11.8 METERS (38.7 FT) SOUTH OF THE CENTER OF THE EAST BOUND LANES OF
 KK1292'THE HIGHWAY.
 KK1292'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 KK1292
 KK1292                          STATION RECOVERY (1996)
 KK1292
 KK1292'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (TA)
 KK1292'RECOVERED AS DESCRIBED.
 KK1292
 KK1292                          STATION RECOVERY (2001)
 KK1292
 KK1292'RECOVERY NOTE BY METROPOLITAN STATE COLLEGE OF DENVER 2001 (HWS)
 KK1292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0833 ***********************************************************************
 JK0833  DESIGNATION -  D 395
 JK0833  PID         -  JK0833
 JK0833  STATE/COUNTY-  CO/EL PASO
 JK0833  USGS QUAD   -  FOUNTAIN (1994)
 JK0833
 JK0833                         *CURRENT SURVEY CONTROL
 JK0833  ___________________________________________________________________
 JK0833* NAD 83(1992)-  38 38 58.30044(N)    104 41 44.60110(W)     ADJUSTED  
 JK0833* NAVD 88     -      1677.895  (meters)    5504.89   (feet)  ADJUSTED  
 JK0833  ___________________________________________________________________
 JK0833  X           -  -1,265,642.081 (meters)                     COMP
 JK0833  Y           -  -4,825,808.443 (meters)                     COMP
 JK0833  Z           -   3,963,042.730 (meters)                     COMP
 JK0833  LAPLACE CORR-         -10.13  (seconds)                    DEFLEC99
 JK0833  ELLIP HEIGHT-        1659.67  (meters)          (12/03/02) GPS OBS
 JK0833  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 JK0833  DYNAMIC HT  -        1676.106 (meters)    5499.02  (feet)  COMP
 JK0833  MODELED GRAV-     979,502.9   (mgal)                       NAVD 88
 JK0833
 JK0833  HORZ ORDER  -  FIRST
 JK0833  VERT ORDER  -  FIRST     CLASS II
 JK0833  ELLP ORDER  -  FOURTH    CLASS II
 JK0833
 JK0833.The horizontal coordinates were established by GPS observations
 JK0833.and adjusted by the National Geodetic Survey in October 1997..
 JK0833
 JK0833.The orthometric height was determined by differential leveling
 JK0833.and adjusted by the National Geodetic Survey in June 1991..
 JK0833
 JK0833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK0833
 JK0833.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0833
 JK0833.The ellipsoidal height was determined by GPS observations
 JK0833.and is referenced to NAD 83.
 JK0833
 JK0833.The geoid height was determined by GEOID03.
 JK0833
 JK0833.The dynamic height is computed by dividing the NAVD 88
 JK0833.geopotential number by the normal gravity value computed on the
 JK0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0833.degrees latitude (g = 980.6199 gals.).
 JK0833
 JK0833.The modeled gravity was interpolated from observed gravity values.
 JK0833
 JK0833;                    North         East     Units Scale Factor Converg.
 JK0833;SPC CO C     -   395,714.039   984,412.652   MT  0.99996676   +0 30 26.1
 JK0833;SPC CO C     - 1,298,271.81  3,229,693.84   sFT  0.99996676   +0 30 26.1
 JK0833;UTM  13      - 4,277,929.398   526,477.434   MT  0.99960863   +0 11 24.1
 JK0833
 JK0833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0833!SPC CO C     -   0.99973966  x   0.99996676  =   0.99970643
 JK0833!UTM  13      -   0.99973966  x   0.99960863  =   0.99934839
 JK0833
 JK0833                          SUPERSEDED SURVEY CONTROL
 JK0833
 JK0833  ELLIP H (10/31/97) 1659.68   (m)                       GP(       ) 4 1
 JK0833  NAVD 88 (10/31/97) 1677.89   (m)         5504.9    (f) LEVELING    3  
 JK0833  NGVD 29 (??/??/??) 1676.907  (m)         5501.65   (f) ADJUSTED    1 2
 JK0833
 JK0833.Superseded values are not recommended for survey control.
 JK0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0833.See file dsdata.txt to determine how the superseded data were derived.
 JK0833
 JK0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC2647777929(NAD 83)
 JK0833_MARKER: I = METAL ROD
 JK0833_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK0833_SP_SET: STAINLESS STEEL ROD
 JK0833_STAMPING: D 395 1983
 JK0833_MARK LOGO: NGS   
 JK0833_PROJECTION: FLUSH
 JK0833_MAGNETIC: I = MARKER IS A STEEL ROD
 JK0833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0833+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2005
 JK0833_ROD/PIPE-DEPTH: 3.4  meters
 JK0833
 JK0833  HISTORY     - Date     Condition        Report By
 JK0833  HISTORY     - 1983     MONUMENTED       NGS
 JK0833  HISTORY     - 19970128 GOOD             CODOT
 JK0833  HISTORY     - 20040301 GOOD             USPSQD
 JK0833  HISTORY     - 20050625 GOOD             CLSI
 JK0833
 JK0833                          STATION DESCRIPTION
 JK0833
 JK0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JK0833'25.3 KM (15.7 MI) SOUTH FROM COLORADO SPRINGS.
 JK0833'19.6 KM (12.15 MI) SOUTHERLY ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0833'RAILROAD FROM THE STATION IN COLORADO SPRINGS, THENCE 2.8 KM (1.75 MI)
 JK0833'SOUTHEASTERLY ALONG U.S. HIGHWAY 85, THENCE 2.9 KM (1.8 MI) SOUTHERLY
 JK0833'ALONG INTERSTATE HIGHWAY 25, 135.6 METERS (444.9 FT) NORTH OF MILEPOST
 JK0833'126, 18.5 METERS (60.7 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND
 JK0833'LANES OF THE HIGHWAY, 14.7 METERS (48.2 FT) WEST OF THE NEAR RAIL, AND
 JK0833'1.6 METERS (5.2 FT) SOUTH OF A UTILITY POLE WITH 1 GUY WIRE.
 JK0833'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 JK0833'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 JK0833'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 JK0833
 JK0833                          STATION RECOVERY (1997)
 JK0833
 JK0833'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 JK0833'RECOVERED AS DESCRIBED.
 JK0833
 JK0833                          STATION RECOVERY (2004)
 JK0833
 JK0833'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 JK0833'RECOVERED IN GOOD CONDITION.
 JK0833
 JK0833                          STATION RECOVERY (2005)
 JK0833
 JK0833'RECOVERY NOTE BY CLARK LAND SURVEYING INCORPORATED 2005 (MSJ)
 JK0833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0846 ***********************************************************************
 JK0846  DESIGNATION -  D 396
 JK0846  PID         -  JK0846
 JK0846  STATE/COUNTY-  CO/EL PASO
 JK0846  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK0846
 JK0846                         *CURRENT SURVEY CONTROL
 JK0846  ___________________________________________________________________
 JK0846* NAD 83(1986)-  38 51 02.     (N)    104 49 56.     (W)     SCALED    
 JK0846* NAVD 88     -      1842.529  (meters)    6045.03   (feet)  ADJUSTED  
 JK0846  ___________________________________________________________________
 JK0846  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 JK0846  DYNAMIC HT  -        1840.527 (meters)    6038.46  (feet)  COMP
 JK0846  MODELED GRAV-     979,476.2   (mgal)                       NAVD 88
 JK0846
 JK0846  VERT ORDER  -  FIRST     CLASS II
 JK0846
 JK0846.The horizontal coordinates were scaled from a topographic map and have
 JK0846.an estimated accuracy of +/- 6 seconds.
 JK0846
 JK0846.The orthometric height was determined by differential leveling
 JK0846.and adjusted by the National Geodetic Survey in June 1991..
 JK0846
 JK0846.The geoid height was determined by GEOID03.
 JK0846
 JK0846.The dynamic height is computed by dividing the NAVD 88
 JK0846.geopotential number by the normal gravity value computed on the
 JK0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0846.degrees latitude (g = 980.6199 gals.).
 JK0846
 JK0846.The modeled gravity was interpolated from observed gravity values.
 JK0846
 JK0846;                    North         East    Units  Estimated Accuracy
 JK0846;SPC CO C     -   417,930.      972,370.      MT  (+/- 180 meters Scaled)
 JK0846
 JK0846                          SUPERSEDED SURVEY CONTROL
 JK0846
 JK0846.No superseded survey control is available for this station.
 JK0846
 JK0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED145002(NAD 83)
 JK0846_MARKER: DB = BENCH MARK DISK
 JK0846_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JK0846_SP_SET: ABUTMENT
 JK0846_STAMPING: D 396 1983
 JK0846_MARK LOGO: NGS   
 JK0846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0846
 JK0846  HISTORY     - Date     Condition        Report By
 JK0846  HISTORY     - 1983     MONUMENTED       NGS
 JK0846
 JK0846                          STATION DESCRIPTION
 JK0846
 JK0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JK0846'1.9 KM (1.2 MI) NORTH FROM COLORADO SPRINGS.
 JK0846'0.3 KM (0.2 MI) NORTHERLY ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0846'RAILROAD FROM THE STATION IN COLORADO SPRINGS, THENCE 1.6 KM (1.0 MI)
 JK0846'NORTHERLY ALONG INTERSTATE HIGHWAY 25, IN TOP OF AND 2.8 METERS
 JK0846'(9.2 FT) EAST OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF THE
 JK0846'HIGHWAY OVERPASS OVER UNITAH STREET (EXIT 143), 16.3 METERS (53.5 FT)
 JK0846'SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE STREET, AND
 JK0846'5.0 METERS (16.4 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES
 JK0846'OF THE HIGHWAY.
 JK0846'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1338 ***********************************************************************
 KK1338  DESIGNATION -  D 397
 KK1338  PID         -  KK1338
 KK1338  STATE/COUNTY-  CO/DOUGLAS
 KK1338  USGS QUAD   -  SEDALIA (1994)
 KK1338
 KK1338                         *CURRENT SURVEY CONTROL
 KK1338  ___________________________________________________________________
 KK1338* NAD 83(1986)-  39 28 25.     (N)    104 59 37.     (W)     SCALED    
 KK1338* NAVD 88     -      1731.813  (meters)    5681.79   (feet)  ADJUSTED  
 KK1338  ___________________________________________________________________
 KK1338  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 KK1338  DYNAMIC HT  -        1730.069 (meters)    5676.07  (feet)  COMP
 KK1338  MODELED GRAV-     979,558.7   (mgal)                       NAVD 88
 KK1338
 KK1338  VERT ORDER  -  FIRST     CLASS II
 KK1338
 KK1338.The horizontal coordinates were scaled from a topographic map and have
 KK1338.an estimated accuracy of +/- 6 seconds.
 KK1338
 KK1338.The orthometric height was determined by differential leveling
 KK1338.and adjusted by the National Geodetic Survey in June 1991..
 KK1338
 KK1338.The geoid height was determined by GEOID03.
 KK1338
 KK1338.The dynamic height is computed by dividing the NAVD 88
 KK1338.geopotential number by the normal gravity value computed on the
 KK1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1338.degrees latitude (g = 980.6199 gals.).
 KK1338
 KK1338.The modeled gravity was interpolated from observed gravity values.
 KK1338
 KK1338;                    North         East    Units  Estimated Accuracy
 KK1338;SPC CO C     -   487,010.      957,970.      MT  (+/- 180 meters Scaled)
 KK1338
 KK1338                          SUPERSEDED SURVEY CONTROL
 KK1338
 KK1338  NGVD 29 (??/??/??) 1730.878  (m)         5678.72   (f) ADJUSTED    1 2
 KK1338
 KK1338.Superseded values are not recommended for survey control.
 KK1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1338.See file dsdata.txt to determine how the superseded data were derived.
 KK1338
 KK1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED005693(NAD 83)
 KK1338_MARKER: I = METAL ROD
 KK1338_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1338_SP_SET: STAINLESS STEEL ROD
 KK1338_STAMPING: D 397 1983
 KK1338_MARK LOGO: NGS   
 KK1338_PROJECTION: FLUSH
 KK1338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1338_ROD/PIPE-DEPTH: 20.1 meters
 KK1338
 KK1338  HISTORY     - Date     Condition        Report By
 KK1338  HISTORY     - 1983     MONUMENTED       NGS
 KK1338  HISTORY     - 20000913 GOOD             MSAM
 KK1338
 KK1338                          STATION DESCRIPTION
 KK1338
 KK1338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1338'16.4 KM (10.2 MI) NW FROM CASTLE ROCK.
 KK1338'16.4 KM (10.2 MI) NORTHWESTERLY ALONG THE DENVER AND RIO GRANDE
 KK1338'WESTERN RAILROAD FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 25 IN
 KK1338'CASTLE ROCK, 0.3 KM (0.2 MI) NORTH OF THE INTERSECTION OF A DIRT ROAD
 KK1338'LEADING WEST, 0.4 KM (0.25 MI) SOUTH OF MILEPOST 21, 46.3 METERS
 KK1338'(151.9 FT) NORTH OF THE NORTH END OF A RAILROAD BRIDGE, 36.0 METERS
 KK1338'(118.1 FT) SOUTH OF A UTILITY POLE, 18.4 METERS (60.4 FT) EAST OF A
 KK1338'CHAIN LINK FENCE, 10.5 M (34.4 FT) WEST OF A NEAR RAIL, AND 1.0 METER
 KK1338'(3.3 FT) WEST OF A UTILITY POLE WITH 1 GUY WIRE.  NOTE=ACCESS TO THE
 KK1338'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1338'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 KK1338'THE MARK IS 0.6 M BELOW THE TRACKS.
 KK1338
 KK1338                          STATION RECOVERY (2000)
 KK1338
 KK1338'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2000 (RB)
 KK1338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0401 ***********************************************************************
 HM0401  DESIGNATION -  D 398
 HM0401  PID         -  HM0401
 HM0401  STATE/COUNTY-  CO/MONTEZUMA
 HM0401  USGS QUAD   -  THOMPSON PARK (1963)
 HM0401
 HM0401                         *CURRENT SURVEY CONTROL
 HM0401  ___________________________________________________________________
 HM0401* NAD 83(1986)-  37 20 01.     (N)    108 12 30.     (W)     SCALED    
 HM0401* NAVD 88     -      2416.902  (meters)    7929.45   (feet)  ADJUSTED  
 HM0401  ___________________________________________________________________
 HM0401  GEOID HEIGHT-         -18.53  (meters)                     GEOID03
 HM0401  DYNAMIC HT  -        2413.750 (meters)    7919.11  (feet)  COMP
 HM0401  MODELED GRAV-     979,238.7   (mgal)                       NAVD 88
 HM0401
 HM0401  VERT ORDER  -  FIRST     CLASS II
 HM0401
 HM0401.The horizontal coordinates were scaled from a topographic map and have
 HM0401.an estimated accuracy of +/- 6 seconds.
 HM0401
 HM0401.The orthometric height was determined by differential leveling
 HM0401.and adjusted by the National Geodetic Survey in June 1991..
 HM0401
 HM0401.The geoid height was determined by GEOID03.
 HM0401
 HM0401.The dynamic height is computed by dividing the NAVD 88
 HM0401.geopotential number by the normal gravity value computed on the
 HM0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0401.degrees latitude (g = 980.6199 gals.).
 HM0401
 HM0401.The modeled gravity was interpolated from observed gravity values.
 HM0401
 HM0401;                    North         East    Units  Estimated Accuracy
 HM0401;SPC CO S     -   382,300.      674,420.      MT  (+/- 180 meters Scaled)
 HM0401
 HM0401                          SUPERSEDED SURVEY CONTROL
 HM0401
 HM0401.No superseded survey control is available for this station.
 HM0401
 HM0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG473355(NAD 83)
 HM0401_MARKER: I = METAL ROD
 HM0401_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HM0401_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HM0401_STAMPING: D 398 1984
 HM0401_MARK LOGO: NGS   
 HM0401_PROJECTION: FLUSH
 HM0401_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0401+STABILITY: POSITION/ELEVATION WELL
 HM0401_ROD/PIPE-DEPTH: 5.0  meters
 HM0401_SLEEVE-DEPTH  : 3.1 meters
 HM0401
 HM0401  HISTORY     - Date     Condition        Report By
 HM0401  HISTORY     - 1984     MONUMENTED       NGS
 HM0401
 HM0401                          STATION DESCRIPTION
 HM0401
 HM0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0401'34.4 KM (21.35 MI) WEST FROM DURANGO.
 HM0401'34.4 KM (21.35 MI) WESTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION
 HM0401'WITH U.S. HIGHWAY 550 IN DURANGO, 0.1 KM (0.05 MI) WEST OF THE
 HM0401'MONTEZUMA-LA PLATA COUNTY LINE, 48.8 METERS (160.1 FT) SOUTH OF THE
 HM0401'CENTERLINE OF THE HIGHWAY, 30.3 METERS (99.4 FT) EAST OF THE CENTER OF
 HM0401'A TRACK ROAD LEADING SOUTH, 0.7 METER (2.3 FT) NORTH OF A FENCE, AND
 HM0401'12.4 METERS (40.6 FT) EAST OF A 6-FOOT SNOW GAUGE.  NOTE=ACCESS TO THE
 HM0401'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 HM0401'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 HM0401'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0360 ***********************************************************************
 HL0360  DESIGNATION -  D 399
 HL0360  PID         -  HL0360
 HL0360  STATE/COUNTY-  CO/CONEJOS
 HL0360  USGS QUAD   -  ANTONITO (1967)
 HL0360
 HL0360                         *CURRENT SURVEY CONTROL
 HL0360  ___________________________________________________________________
 HL0360* NAD 83(1986)-  37 03 02.     (N)    106 00 30.     (W)     SCALED    
 HL0360* NAVD 88     -      2413.880  (meters)    7919.54   (feet)  ADJUSTED  
 HL0360  ___________________________________________________________________
 HL0360  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 HL0360  DYNAMIC HT  -        2410.637 (meters)    7908.90  (feet)  COMP
 HL0360  MODELED GRAV-     979,200.2   (mgal)                       NAVD 88
 HL0360
 HL0360  VERT ORDER  -  FIRST     CLASS II
 HL0360
 HL0360.The horizontal coordinates were scaled from a topographic map and have
 HL0360.an estimated accuracy of +/- 6 seconds.
 HL0360
 HL0360.The orthometric height was determined by differential leveling
 HL0360.and adjusted by the National Geodetic Survey in June 1991..
 HL0360
 HL0360.The geoid height was determined by GEOID03.
 HL0360
 HL0360.The dynamic height is computed by dividing the NAVD 88
 HL0360.geopotential number by the normal gravity value computed on the
 HL0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0360.degrees latitude (g = 980.6199 gals.).
 HL0360
 HL0360.The modeled gravity was interpolated from observed gravity values.
 HL0360
 HL0360;                    North         East    Units  Estimated Accuracy
 HL0360;SPC CO S     -   347,530.      869,180.      MT  (+/- 180 meters Scaled)
 HL0360
 HL0360                          SUPERSEDED SURVEY CONTROL
 HL0360
 HL0360.No superseded survey control is available for this station.
 HL0360
 HL0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB103009(NAD 83)
 HL0360_MARKER: DB = BENCH MARK DISK
 HL0360_SETTING: 66 = SET IN ROCK OUTCROP
 HL0360_SP_SET: ROCK OUTCROP
 HL0360_STAMPING: D 399 1984
 HL0360_MARK LOGO: NGS   
 HL0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0360
 HL0360  HISTORY     - Date     Condition        Report By
 HL0360  HISTORY     - 1984     MONUMENTED       NGS
 HL0360
 HL0360                          STATION DESCRIPTION
 HL0360
 HL0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HL0360'3.2 KM (2.0 MI) SOUTH FROM ANTONITO.
 HL0360'3.2 KM (2.0 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE
 HL0360'IN ANTONITO, NEAR THE CENTER OF A 4 BY 6 FOOT EXPOSED AREA OF
 HL0360'OUTCROPPING BEDROCK, 0.3 KM (0.2 MI) SOUTH OF MILEPOST 4, 24.5 M
 HL0360'(80.4 FT) NORTH OF THE CENTER OF A TRACK ROAD LEADING EAST, AND 18.2 M
 HL0360'(59.7 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 HL0360'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 HL0360'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0071 ***********************************************************************
 JK0071  DESIGNATION -  D 4
 JK0071  PID         -  JK0071
 JK0071  STATE/COUNTY-  CO/PUEBLO
 JK0071  USGS QUAD   -  NORTHEAST PUEBLO (1974)
 JK0071
 JK0071                         *CURRENT SURVEY CONTROL
 JK0071  ___________________________________________________________________
 JK0071* NAD 83(1986)-  38 17 29.     (N)    104 36 24.     (W)     SCALED    
 JK0071* NAVD 88     -      1437.441  (meters)    4716.00   (feet)  ADJUSTED  
 JK0071  ___________________________________________________________________
 JK0071  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 JK0071  DYNAMIC HT  -        1435.941 (meters)    4711.08  (feet)  COMP
 JK0071  MODELED GRAV-     979,535.2   (mgal)                       NAVD 88
 JK0071
 JK0071  VERT ORDER  -  FIRST     CLASS II
 JK0071
 JK0071.The horizontal coordinates were scaled from a topographic map and have
 JK0071.an estimated accuracy of +/- 6 seconds.
 JK0071
 JK0071.The orthometric height was determined by differential leveling
 JK0071.and adjusted by the National Geodetic Survey in June 1991..
 JK0071
 JK0071.The geoid height was determined by GEOID03.
 JK0071
 JK0071.The dynamic height is computed by dividing the NAVD 88
 JK0071.geopotential number by the normal gravity value computed on the
 JK0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0071.degrees latitude (g = 980.6199 gals.).
 JK0071
 JK0071.The modeled gravity was interpolated from observed gravity values.
 JK0071
 JK0071;                    North         East    Units  Estimated Accuracy
 JK0071;SPC CO S     -   485,500.      992,550.      MT  (+/- 180 meters Scaled)
 JK0071
 JK0071                          SUPERSEDED SURVEY CONTROL
 JK0071
 JK0071  NGVD 29 (??/??/92) 1436.584  (m)         4713.19   (f) ADJ UNCH    1 2
 JK0071
 JK0071.Superseded values are not recommended for survey control.
 JK0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0071.See file dsdata.txt to determine how the superseded data were derived.
 JK0071
 JK0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC343382(NAD 83)
 JK0071_MARKER: DB = BENCH MARK DISK
 JK0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0071_STAMPING: D 4 1925 4713.330
 JK0071_MARK LOGO: CGS   
 JK0071_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0071+STABILITY: SURFACE MOTION
 JK0071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0071+SATELLITE: SATELLITE OBSERVATIONS - January 04, 1996
 JK0071
 JK0071  HISTORY     - Date     Condition        Report By
 JK0071  HISTORY     - 1925     MONUMENTED       CGS
 JK0071  HISTORY     - 1954     GOOD             NGS
 JK0071  HISTORY     - 1983     GOOD             NGS
 JK0071  HISTORY     - 19960104 GOOD             CODOT
 JK0071
 JK0071                          STATION DESCRIPTION
 JK0071
 JK0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JK0071'3 MI N FROM PUEBLO.
 JK0071'3.0 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0071'FROM THE UNION STATION AT PUEBLO, 73.6 FEET EAST OF THE SOUTHEAST
 JK0071'CORNER OF THE STANDARD FIRE BRICK COMPANY OFFICE, 36.5 FEET NORTH
 JK0071'OF THE CENTER LINE OF EAST 24TH STREET, 40.6 FEET SOUTHWEST OF THE
 JK0071'SOUTHWEST RAIL OF THE MAIN TRACK, 17 FEET SOUTH OF A TELEPHONE POLE,
 JK0071'7 FEET SOUTHWEST OF THE CENTER LINE OF A TRACK ROAD, 1.9 FEET SOUTH
 JK0071'OF A WITNESS POST, 0.4 MILE SOUTH OF MILEPOST 116, SET IN THE TOP
 JK0071'OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
 JK0071
 JK0071                          STATION RECOVERY (1983)
 JK0071
 JK0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JK0071'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN PUEBLO,
 JK0071'AT THE INTERSECTION OF THE UNION PACIFIC RAILROAD AND EAST 24TH
 JK0071'STREET, 14.0 METERS (45.9 FT) NORTH OF THE CENTER OF THE STREET,
 JK0071'13.1 METERS (43.0 FT) SOUTHWEST OF THE NEAR RAIL, 5.9 METERS (19.4 FT)
 JK0071'SOUTHWEST OF A UTILITY POLE, AND 4.1 METERS (13.5 FT) NORTHWEST OF A
 JK0071'UTILITY GUY LINE POLE NUMBER 119.
 JK0071'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 JK0071'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 JK0071
 JK0071                          STATION RECOVERY (1996)
 JK0071
 JK0071'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (PG)
 JK0071'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4289 ***********************************************************************
 AE4289  DESIGNATION -  D 4 USAF
 AE4289  PID         -  AE4289
 AE4289  STATE/COUNTY-  CO/EL PASO
 AE4289  USGS QUAD   -  CASCADE (1994)
 AE4289
 AE4289                         *CURRENT SURVEY CONTROL
 AE4289  ___________________________________________________________________
 AE4289* NAD 83(1992)-  38 57 16.36627(N)    104 53 13.04003(W)     ADJUSTED  
 AE4289* NAVD 88     -      2212.6    (meters)    7259.     (feet)  GPS OBS   
 AE4289  ___________________________________________________________________
 AE4289  X           -  -1,276,396.468 (meters)                     COMP
 AE4289  Y           -  -4,801,449.490 (meters)                     COMP
 AE4289  Z           -   3,989,775.175 (meters)                     COMP
 AE4289  LAPLACE CORR-         -22.49  (seconds)                    DEFLEC99
 AE4289  ELLIP HEIGHT-        2196.48  (meters)          (12/03/02) GPS OBS
 AE4289  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 AE4289
 AE4289  HORZ ORDER  -  FIRST
 AE4289  ELLP ORDER  -  FOURTH    CLASS II
 AE4289
 AE4289.The horizontal coordinates were established by GPS observations
 AE4289.and adjusted by the National Geodetic Survey in October 1997..
 AE4289
 AE4289.The orthometric height was determined by GPS observations and a
 AE4289.high-resolution geoid model.
 AE4289
 AE4289.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4289
 AE4289.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4289
 AE4289.The ellipsoidal height was determined by GPS observations
 AE4289.and is referenced to NAD 83.
 AE4289
 AE4289.The geoid height was determined by GEOID03.
 AE4289
 AE4289;                    North         East     Units Scale Factor Converg.
 AE4289;SPC CO C     -   429,442.343   967,537.989   MT  0.99993916   +0 23 11.9
 AE4289;SPC CO C     - 1,408,928.75  3,174,330.89   sFT  0.99993916   +0 23 11.9
 AE4289;UTM  13      - 4,311,738.619   509,794.977   MT  0.99960118   +0 04 15.9
 AE4289
 AE4289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4289!SPC CO C     -   0.99965550  x   0.99993916  =   0.99959468
 AE4289!UTM  13      -   0.99965550  x   0.99960118  =   0.99925681
 AE4289
 AE4289                          SUPERSEDED SURVEY CONTROL
 AE4289
 AE4289  ELLIP H (10/31/97) 2196.48   (m)                       GP(       ) 4 1
 AE4289
 AE4289.Superseded values are not recommended for survey control.
 AE4289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4289.See file dsdata.txt to determine how the superseded data were derived.
 AE4289
 AE4289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED0979511739(NAD 83)
 AE4289_MARKER: DE = TRAVERSE STATION DISK
 AE4289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4289_STAMPING: D 4 D 4
 AE4289_MARK LOGO: USAF  
 AE4289_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE4289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4289+STABILITY: SURFACE MOTION
 AE4289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4289+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4289
 AE4289  HISTORY     - Date     Condition        Report By
 AE4289  HISTORY     - 1996     MONUMENTED       NGS
 AE4289
 AE4289                          STATION DESCRIPTION
 AE4289
 AE4289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE4289'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) NORTH-NORTHWEST OF
 AE4289'COLORADO SPRINGS, 5.75 MI (9.25 KM) SOUTH-SOUTHEAST OF THE NORTHERN
 AE4289'ENTRANCE TO THE AIR FORCE ACADEMY AND 4 MI (6.4 KM) WEST OF THE
 AE4289'SOUTHERN ENTRANCE TO THE AIR FORCE ACADEMY, IN THE NORTHWEST 1/4 OF
 AE4289'SECTION 3, T 13 S, R 67 W.  OWNERSHIP--  TO REACH THE STATION FROM THE
 AE4289'OVERPASS OF INTERSTATE 25 AND WOODMAN ROAD, EXIT 149, GO WEST ON
 AE4289'WOODMAN ROAD FOR 0.5 MI (0.8 KM) TO AN INTERSECTION AND A STOP LIGHT.
 AE4289'CONTINUE AHEAD, WEST, ON WOODMAN ROAD FOR 3.15 MI (5.07 KM) TO THE
 AE4289'INTERSECTION OF VANTAGE DRIVE AND A STOP SIGN.  CONTINUE AHEAD,
 AE4289'NORTHWESTERLY, FOR 0.4 MI (0.6 KM) TO THE INTERSECTION OF BLODGETT
 AE4289'DRIVE AND THE ENTRANCE TO THE TALON RIDGE SUBDIVISION.  TURN RIGHT,
 AE4289'NORTHWESTERLY, ON BLODGETT DRIVE, FOR 0.3 MI (0.5 KM) TO THE ENTRANCE
 AE4289'TO A GREEN WATER TANK OPPOSITE 3105 BLODGETT DRIVE.  CONTINUE AHEAD,
 AE4289'NORTHWESTERLY, FOR 0.05 MI (0.08 KM) TO A DIRT SIDE ROAD RIGHT.  TURN
 AE4289'RIGHT, NORTH, 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT, JUST
 AE4289'SOUTH OF THE AIR FORCE ACADEMY SOUTHERN BOUNDARY  THE MARK IS A
 AE4289'STANDARD AIR FORCE TRAVERSE STATION DISK SET IN THE TOP OF A 20 CM
 AE4289'ROUND CONCRETE POST, PROJECTING 10 CM ABOVE THE GROUND. IT IS 86.6 M
 AE4289'(284.1 FT) NORTH FROM THE CENTER OF BLODGETT DRIVE, 27.5 M (90.2 FT)
 AE4289'SOUTH FROM A SECTION CORNER STAMPED--6786 BOUNDARY 78 33/34/4/3--,
 AE4289'27.2 M (89.2 FT) SOUTH FROM A BOUNDARY FENCE, 20.2 M (66.3 FT) EAST
 AE4289'FROM THE CENTER OF A DIRT ACCESS ROAD TO A FENCE IN THE AIR FORCE
 AE4289'ACADEMY SOUTHERN BOUNDARY FENCE, 11.3 M (37.1 FT) WEST FROM A CONCRETE
 AE4289'DRAINAGE DITCH, 0.6 M (2.0 FT) SOUTHEAST FROM A WITNESS POST, 0.6 M
 AE4289'(2.0 FT) NORTH FROM A CARSONITE WITNESS POST, ABOUT 4 M (13.1 FT)
 AE4289'ABOVE A GREEN WITNESS POST AND ABOUT 40 M (131.2 FT) WEST OF A LARGE
 AE4289'GREEN WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0424 ***********************************************************************
 HK0424  DESIGNATION -  D 400
 HK0424  PID         -  HK0424
 HK0424  STATE/COUNTY-  CO/SAGUACHE
 HK0424  USGS QUAD   -  MOFFAT SOUTH (1968)
 HK0424
 HK0424                         *CURRENT SURVEY CONTROL
 HK0424  ___________________________________________________________________
 HK0424* NAD 83(1986)-  37 57 47.     (N)    105 54 12.     (W)     SCALED    
 HK0424* NAVD 88     -      2302.601  (meters)    7554.45   (feet)  ADJUSTED  
 HK0424  ___________________________________________________________________
 HK0424  GEOID HEIGHT-         -15.79  (meters)                     GEOID03
 HK0424  DYNAMIC HT  -        2299.703 (meters)    7544.94  (feet)  COMP
 HK0424  MODELED GRAV-     979,288.3   (mgal)                       NAVD 88
 HK0424
 HK0424  VERT ORDER  -  FIRST     CLASS II
 HK0424
 HK0424.The horizontal coordinates were scaled from a topographic map and have
 HK0424.an estimated accuracy of +/- 6 seconds.
 HK0424
 HK0424.The orthometric height was determined by differential leveling
 HK0424.and adjusted by the National Geodetic Survey in June 1991..
 HK0424
 HK0424.The geoid height was determined by GEOID03.
 HK0424
 HK0424.The dynamic height is computed by dividing the NAVD 88
 HK0424.geopotential number by the normal gravity value computed on the
 HK0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0424.degrees latitude (g = 980.6199 gals.).
 HK0424
 HK0424.The modeled gravity was interpolated from observed gravity values.
 HK0424
 HK0424;                    North         East    Units  Estimated Accuracy
 HK0424;SPC CO S     -   448,760.      878,960.      MT  (+/- 180 meters Scaled)
 HK0424
 HK0424                          SUPERSEDED SURVEY CONTROL
 HK0424
 HK0424.No superseded survey control is available for this station.
 HK0424
 HK0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC206021(NAD 83)
 HK0424_MARKER: I = METAL ROD
 HK0424_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HK0424_SP_SET: STAINLESS STEEL ROD
 HK0424_STAMPING: D 400 1984
 HK0424_MARK LOGO: NGS   
 HK0424_PROJECTION: FLUSH
 HK0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0424_ROD/PIPE-DEPTH: 11.6 meters
 HK0424
 HK0424  HISTORY     - Date     Condition        Report By
 HK0424  HISTORY     - 1984     MONUMENTED       NGS
 HK0424
 HK0424                          STATION DESCRIPTION
 HK0424
 HK0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HK0424'4.1 KM (2.55 MI) SOUTH FROM MOFFAT.
 HK0424'4.1 KM (2.55 MI) SOUTHERLY ALONG STATE HIGHWAY 17 FROM THE POST OFFICE
 HK0424'IN MOFFAT, 102.8 M (337.3 FT) EAST-SOUTHEAST OF MILEPOST 103, 96.9 M
 HK0424'(317.9 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 15.0 M (49.2 FT)
 HK0424'EAST OF THE CENTER OF A TRACK ROAD, AND 6.1 M (20.0 FT) NORTH OF THE
 HK0424'CENTER OF A FIELD ENTRANCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 HK0424'THROUGH A 5-INCH LOGO CAP.
 HK0424'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 HK0424'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1007 ***********************************************************************
 LL1007  DESIGNATION -  D 401
 LL1007  PID         -  LL1007
 LL1007  STATE/COUNTY-  CO/WELD
 LL1007  USGS QUAD   -  COBB LAKE (1978)
 LL1007
 LL1007                         *CURRENT SURVEY CONTROL
 LL1007  ___________________________________________________________________
 LL1007* NAD 83(1986)-  40 42 42.     (N)    104 55 17.     (W)     SCALED    
 LL1007* NAVD 88     -      1677.915  (meters)    5504.96   (feet)  ADJUSTED  
 LL1007  ___________________________________________________________________
 LL1007  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 LL1007  DYNAMIC HT  -        1676.497 (meters)    5500.31  (feet)  COMP
 LL1007  MODELED GRAV-     979,719.9   (mgal)                       NAVD 88
 LL1007
 LL1007  VERT ORDER  -  FIRST     CLASS II
 LL1007
 LL1007.The horizontal coordinates were scaled from a topographic map and have
 LL1007.an estimated accuracy of +/- 6 seconds.
 LL1007
 LL1007.The orthometric height was determined by differential leveling
 LL1007.and adjusted by the National Geodetic Survey in June 1991..
 LL1007
 LL1007.The geoid height was determined by GEOID03.
 LL1007
 LL1007.The dynamic height is computed by dividing the NAVD 88
 LL1007.geopotential number by the normal gravity value computed on the
 LL1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1007.degrees latitude (g = 980.6199 gals.).
 LL1007
 LL1007.The modeled gravity was interpolated from observed gravity values.
 LL1007
 LL1007;                    North         East    Units  Estimated Accuracy
 LL1007;SPC CO N     -   458,000.      963,290.      MT  (+/- 180 meters Scaled)
 LL1007
 LL1007                          SUPERSEDED SURVEY CONTROL
 LL1007
 LL1007  NGVD 29 (??/??/??) 1677.026  (m)         5502.04   (f) ADJUSTED    1 2
 LL1007
 LL1007.Superseded values are not recommended for survey control.
 LL1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1007.See file dsdata.txt to determine how the superseded data were derived.
 LL1007
 LL1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF066067(NAD 83)
 LL1007_MARKER: I = METAL ROD
 LL1007_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1007_SP_SET: STAINLESS STEEL ROD
 LL1007_STAMPING: D 401 1984
 LL1007_MARK LOGO: NGS   
 LL1007_PROJECTION: FLUSH
 LL1007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1007_ROD/PIPE-DEPTH: 10.7 meters
 LL1007
 LL1007  HISTORY     - Date     Condition        Report By
 LL1007  HISTORY     - 1984     MONUMENTED       NGS
 LL1007
 LL1007                          STATION DESCRIPTION
 LL1007
 LL1007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1007'6.6 KM (4.1 MI) EAST FROM WELLINGTON.
 LL1007'6.6 KM (4.1 MI) EAST ALONG COUNTY ROAD 64 FROM ITS JUNCTION WITH NORTH
 LL1007'SIXTH STREET IN WELLINGTON, 16.1 METERS (52.8 FT) EAST OF THE CENTER
 LL1007'OF A GRAVELED DRIVE LEADING SOUTH, 9.2 METERS (30.2 FT) SOUTH OF THE
 LL1007'CENTER OF COUNTY ROAD 100, AND 5.1 METERS (16.7 FT) EAST OF A UTILITY
 LL1007'SIGN POLE NUMBER 158.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LL1007'5-INCH LOGO CAP.
 LL1007'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 LL1007'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1022 ***********************************************************************
 LL1022  DESIGNATION -  D 402
 LL1022  PID         -  LL1022
 LL1022  STATE/COUNTY-  CO/LARIMER
 LL1022  USGS QUAD   -  FORT COLLINS (1984)
 LL1022
 LL1022                         *CURRENT SURVEY CONTROL
 LL1022  ___________________________________________________________________
 LL1022* NAD 83(1986)-  40 34 49.     (N)    105 01 35.     (W)     SCALED    
 LL1022* NAVD 88     -      1501.774  (meters)    4927.07   (feet)  ADJUSTED  
 LL1022  ___________________________________________________________________
 LL1022  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 LL1022  DYNAMIC HT  -        1500.509 (meters)    4922.92  (feet)  COMP
 LL1022  MODELED GRAV-     979,730.4   (mgal)                       NAVD 88
 LL1022
 LL1022  VERT ORDER  -  FIRST     CLASS II
 LL1022
 LL1022.The horizontal coordinates were scaled from a topographic map and have
 LL1022.an estimated accuracy of +/- 6 seconds.
 LL1022
 LL1022.The orthometric height was determined by differential leveling
 LL1022.and adjusted by the National Geodetic Survey in June 1991..
 LL1022
 LL1022.The geoid height was determined by GEOID03.
 LL1022
 LL1022.The dynamic height is computed by dividing the NAVD 88
 LL1022.geopotential number by the normal gravity value computed on the
 LL1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1022.degrees latitude (g = 980.6199 gals.).
 LL1022
 LL1022.The modeled gravity was interpolated from observed gravity values.
 LL1022
 LL1022;                    North         East    Units  Estimated Accuracy
 LL1022;SPC CO N     -   443,360.      954,500.      MT  (+/- 180 meters Scaled)
 LL1022
 LL1022                          SUPERSEDED SURVEY CONTROL
 LL1022
 LL1022  NGVD 29 (??/??/??) 1500.908  (m)         4924.23   (f) ADJUSTED    1 2
 LL1022
 LL1022.Superseded values are not recommended for survey control.
 LL1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1022.See file dsdata.txt to determine how the superseded data were derived.
 LL1022
 LL1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE977921(NAD 83)
 LL1022_MARKER: I = METAL ROD
 LL1022_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1022_SP_SET: STAINLESS STEEL ROD
 LL1022_STAMPING: D 402 1984
 LL1022_MARK LOGO: NGS   
 LL1022_PROJECTION: FLUSH
 LL1022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1022_ROD/PIPE-DEPTH: 14.2 meters
 LL1022
 LL1022  HISTORY     - Date     Condition        Report By
 LL1022  HISTORY     - 1984     MONUMENTED       NGS
 LL1022
 LL1022                          STATION DESCRIPTION
 LL1022
 LL1022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1022'IN FORT COLLINS.
 LL1022'IN FORT COLLINS, AT THE JUNCTION OF STATE HIGHWAY 14 AND 9TH STREET,
 LL1022'121.3 METERS (398.0 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND
 LL1022'LANES OF HIGHWAY 14, 11.0 METERS (36.1 FT) EAST OF THE CENTERLINE OF
 LL1022'9TH STREET, AND 1.3 METERS (4.3 FT) NORTH OF UTILITY POLE NUMBER 530
 LL1022'WITH TWO GUY WIRES.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LL1022'5-INCH LOGO CAP.
 LL1022'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 LL1022'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0386 ***********************************************************************
 HM0386  DESIGNATION -  D 403
 HM0386  PID         -  HM0386
 HM0386  STATE/COUNTY-  CO/LA PLATA
 HM0386  USGS QUAD   -  HESPERUS (1963)
 HM0386
 HM0386                         *CURRENT SURVEY CONTROL
 HM0386  ___________________________________________________________________
 HM0386* NAD 83(1986)-  37 16 18.     (N)    108 00 25.     (W)     SCALED    
 HM0386* NAVD 88     -      2385.565  (meters)    7826.64   (feet)  ADJUSTED  
 HM0386  ___________________________________________________________________
 HM0386  GEOID HEIGHT-         -18.69  (meters)                     GEOID03
 HM0386  DYNAMIC HT  -        2382.372 (meters)    7816.17  (feet)  COMP
 HM0386  MODELED GRAV-     979,206.3   (mgal)                       NAVD 88
 HM0386
 HM0386  VERT ORDER  -  FIRST     CLASS II
 HM0386
 HM0386.The horizontal coordinates were scaled from a topographic map and have
 HM0386.an estimated accuracy of +/- 6 seconds.
 HM0386
 HM0386.The orthometric height was determined by differential leveling
 HM0386.and adjusted by the National Geodetic Survey in June 1991..
 HM0386
 HM0386.The geoid height was determined by GEOID03.
 HM0386
 HM0386.The dynamic height is computed by dividing the NAVD 88
 HM0386.geopotential number by the normal gravity value computed on the
 HM0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0386.degrees latitude (g = 980.6199 gals.).
 HM0386
 HM0386.The modeled gravity was interpolated from observed gravity values.
 HM0386
 HM0386;                    North         East    Units  Estimated Accuracy
 HM0386;SPC CO S     -   374,930.      692,080.      MT  (+/- 180 meters Scaled)
 HM0386
 HM0386                          SUPERSEDED SURVEY CONTROL
 HM0386
 HM0386.No superseded survey control is available for this station.
 HM0386
 HM0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG653292(NAD 83)
 HM0386_MARKER: I = METAL ROD
 HM0386_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HM0386+WITH SETTING: INFORMATION.
 HM0386_SP_SET: SHALLOW SET METAL ROD
 HM0386_STAMPING: D 403 1984
 HM0386_MARK LOGO: NGS   
 HM0386_PROJECTION: FLUSH
 HM0386_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0386_ROD/PIPE-DEPTH: 2.4  meters
 HM0386
 HM0386  HISTORY     - Date     Condition        Report By
 HM0386  HISTORY     - 1984     MONUMENTED       NGS
 HM0386
 HM0386                          STATION DESCRIPTION
 HM0386
 HM0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0386'13.3 KM (8.25 MI) WEST FROM DURANGO.
 HM0386'13.3 KM (8.25 MI) WESTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION
 HM0386'WITH U.S. HIGHWAY 550 IN DURANGO, AT THE SOUTHEAST END OF A HIGHWAY
 HM0386'FILL, 24.4 METERS (80.1 FT) NORTHEAST OF THE CENTERLINE OF THE WEST
 HM0386'BOUND LANES OF THE HIGHWAY, 22.3 METERS (73.2 FT) NORTH OF THE
 HM0386'NORTHEAST END OF AN 18-INCH METAL CULVERT, AND 3.7 METERS (12.1 FT)
 HM0386'NORTHWEST OF THE CENTER OF A GATE.  NOTE=REFUSAL WAS REACHED AT 8.0
 HM0386'FEET.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 HM0386'THE MARK IS 03 METERS  SW FROM  A WITNESS POST AND FENCE
 HM0386'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0349 ***********************************************************************
 HL0349  DESIGNATION -  D 404
 HL0349  PID         -  HL0349
 HL0349  STATE/COUNTY-  CO/LA PLATA
 HL0349  USGS QUAD   -  LOMA LINDA (1968)
 HL0349
 HL0349                         *CURRENT SURVEY CONTROL
 HL0349  ___________________________________________________________________
 HL0349* NAD 83(1986)-  37 09 18.     (N)    107 51 29.     (W)     SCALED    
 HL0349* NAVD 88     -      1994.349  (meters)    6543.13   (feet)  ADJUSTED  
 HL0349  ___________________________________________________________________
 HL0349  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 HL0349  DYNAMIC HT  -        1991.759 (meters)    6534.63  (feet)  COMP
 HL0349  MODELED GRAV-     979,261.9   (mgal)                       NAVD 88
 HL0349
 HL0349  VERT ORDER  -  FIRST     CLASS II
 HL0349
 HL0349.The horizontal coordinates were scaled from a topographic map and have
 HL0349.an estimated accuracy of +/- 6 seconds.
 HL0349
 HL0349.The orthometric height was determined by differential leveling
 HL0349.and adjusted by the National Geodetic Survey in June 1991..
 HL0349
 HL0349.The geoid height was determined by GEOID03.
 HL0349
 HL0349.The dynamic height is computed by dividing the NAVD 88
 HL0349.geopotential number by the normal gravity value computed on the
 HL0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0349.degrees latitude (g = 980.6199 gals.).
 HL0349
 HL0349.The modeled gravity was interpolated from observed gravity values.
 HL0349
 HL0349;                    North         East    Units  Estimated Accuracy
 HL0349;SPC CO S     -   361,640.      704,950.      MT  (+/- 180 meters Scaled)
 HL0349
 HL0349                          SUPERSEDED SURVEY CONTROL
 HL0349
 HL0349.No superseded survey control is available for this station.
 HL0349
 HL0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB461158(NAD 83)
 HL0349_MARKER: I = METAL ROD
 HL0349_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HL0349+WITH SETTING: INFORMATION.
 HL0349_SP_SET: METAL ROD DRIVEN INTO GROUND
 HL0349_STAMPING: D 404 1984
 HL0349_MARK LOGO: NGS   
 HL0349_PROJECTION: FLUSH
 HL0349_MAGNETIC: I = MARKER IS A STEEL ROD
 HL0349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0349_ROD/PIPE-DEPTH: 2.1  meters
 HL0349
 HL0349  HISTORY     - Date     Condition        Report By
 HL0349  HISTORY     - 1984     MONUMENTED       NGS
 HL0349  HISTORY     - 19920421 GOOD             NGS
 HL0349
 HL0349                          STATION DESCRIPTION
 HL0349
 HL0349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HL0349'15.5 KM (9.65 MI) SOUTH FROM DURANGO.
 HL0349'15.5 KM (9.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM ITS NORTH
 HL0349'JUNCTION WITH U.S. HIGHWAY 160 IN DURANGO, 26.5 METERS (86.9 FT) WEST
 HL0349'OF THE CENTERLINE OF THE HIGHWAY, 15.1 METERS (49.5 FT) EAST OF THE
 HL0349'EXTENDED CENTER OF A DRIVEWAY LEADING SOUTH TO THE LOBATO RESIDENCE,
 HL0349'8.2 METERS (26.9 FT) NORTH OF THE CENTER OF COUNTY ROAD 214 LEADING
 HL0349'WEST TO THE RAINBOW TROUT RANCH, 8.2 METERS (26.9 FT) WEST OF A FENCE
 HL0349'CORNER, AND 1.0 METER (3.3 FT) NORTHEAST OF A UTILITY POLE WITH A
 HL0349'TRANSFORMER.  NOTE=REFUSAL WAS REACHED AT 7.0 FEET.  ACCESS TO THE
 HL0349'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 HL0349'THE MARK IS 03 METERS  S FROM  A WITNESS POST AND FENCE
 HL0349'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 HL0349
 HL0349                          STATION RECOVERY (1992)
 HL0349
 HL0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HL0349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0869 ***********************************************************************
 JK0869  DESIGNATION -  D 405
 JK0869  PID         -  JK0869
 JK0869  STATE/COUNTY-  CO/EL PASO
 JK0869  USGS QUAD   -  CHEYENNE MOUNTAIN (1994)
 JK0869
 JK0869                         *CURRENT SURVEY CONTROL
 JK0869  ___________________________________________________________________
 JK0869* NAD 83(1986)-  38 42 01.     (N)    104 46 32.     (W)     SCALED    
 JK0869* NAVD 88     -      1753.145  (meters)    5751.78   (feet)  ADJUSTED  
 JK0869  ___________________________________________________________________
 JK0869  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 JK0869  DYNAMIC HT  -        1751.265 (meters)    5745.61  (feet)  COMP
 JK0869  MODELED GRAV-     979,494.1   (mgal)                       NAVD 88
 JK0869
 JK0869  VERT ORDER  -  FIRST     CLASS II
 JK0869
 JK0869.The horizontal coordinates were scaled from a topographic map and have
 JK0869.an estimated accuracy of +/- 6 seconds.
 JK0869
 JK0869.The orthometric height was determined by differential leveling
 JK0869.and adjusted by the National Geodetic Survey in June 1991..
 JK0869
 JK0869.The geoid height was determined by GEOID03.
 JK0869
 JK0869.The dynamic height is computed by dividing the NAVD 88
 JK0869.geopotential number by the normal gravity value computed on the
 JK0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0869.degrees latitude (g = 980.6199 gals.).
 JK0869
 JK0869.The modeled gravity was interpolated from observed gravity values.
 JK0869
 JK0869;                    North         East    Units  Estimated Accuracy
 JK0869;SPC CO C     -   401,290.      977,420.      MT  (+/- 180 meters Scaled)
 JK0869
 JK0869                          SUPERSEDED SURVEY CONTROL
 JK0869
 JK0869  NGVD 29 (??/??/??) 1752.139  (m)         5748.48   (f) ADJUSTED    1 2
 JK0869
 JK0869.Superseded values are not recommended for survey control.
 JK0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0869.See file dsdata.txt to determine how the superseded data were derived.
 JK0869
 JK0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC195835(NAD 83)
 JK0869_MARKER: I = METAL ROD
 JK0869_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK0869_SP_SET: STAINLESS STEEL ROD
 JK0869_STAMPING: D 405 1984
 JK0869_MARK LOGO: NGS   
 JK0869_PROJECTION: FLUSH
 JK0869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0869_ROD/PIPE-DEPTH: 13.1 meters
 JK0869
 JK0869  HISTORY     - Date     Condition        Report By
 JK0869  HISTORY     - 1984     MONUMENTED       NGS
 JK0869
 JK0869                          STATION DESCRIPTION
 JK0869
 JK0869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0869'1.5 KM (0.95 MI) NORTH FROM FORT CARSON.
 JK0869'1.5 KM (0.95 MI) NORTHERLY ALONG BUTTS ROAD (ROUTE 5) FROM ITS
 JK0869'JUNCTION WITH WILDERNESS ROAD (ROUTE 2) IN FORT CARSON (MILITARY
 JK0869'RESERVATION), 36.1 METERS (118.4 FT) EAST OF THE CENTERLINE OF THE
 JK0869'ROAD, 1.2 METERS (3.9 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF A
 JK0869'WOMANS REST ROOM BUILDING, 0.8 METER (2.6 FT) SOUTH OF THE SOUTH FACE
 JK0869'OF THE BUILDING, AND 0.6 METER (2.0 FT) WEST OF THE WEST EDGE OF A
 JK0869'CONCRETE PATIO.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 JK0869'LOGO CAP.
 JK0869'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1394 ***********************************************************************
 KK1394  DESIGNATION -  D 406
 KK1394  PID         -  KK1394
 KK1394  STATE/COUNTY-  CO/DENVER
 KK1394  USGS QUAD   -  FORT LOGAN (1994)
 KK1394
 KK1394                         *CURRENT SURVEY CONTROL
 KK1394  ___________________________________________________________________
 KK1394* NAD 83(1986)-  39 43 32.     (N)    105 03 12.     (W)     SCALED    
 KK1394* NAVD 88     -      1632.897  (meters)    5357.26   (feet)  ADJUSTED  
 KK1394  ___________________________________________________________________
 KK1394  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 KK1394  DYNAMIC HT  -        1631.309 (meters)    5352.05  (feet)  COMP
 KK1394  MODELED GRAV-     979,596.8   (mgal)                       NAVD 88
 KK1394
 KK1394  VERT ORDER  -  FIRST     CLASS II
 KK1394
 KK1394.The horizontal coordinates were scaled from a topographic map and have
 KK1394.an estimated accuracy of +/- 6 seconds.
 KK1394
 KK1394.The orthometric height was determined by differential leveling
 KK1394.and adjusted by the National Geodetic Survey in June 1991..
 KK1394
 KK1394.The geoid height was determined by GEOID03.
 KK1394
 KK1394.The dynamic height is computed by dividing the NAVD 88
 KK1394.geopotential number by the normal gravity value computed on the
 KK1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1394.degrees latitude (g = 980.6199 gals.).
 KK1394
 KK1394.The modeled gravity was interpolated from observed gravity values.
 KK1394
 KK1394;                    North         East    Units  Estimated Accuracy
 KK1394;SPC CO C     -   514,950.      952,700.      MT  (+/- 180 meters Scaled)
 KK1394
 KK1394                          SUPERSEDED SURVEY CONTROL
 KK1394
 KK1394  NGVD 29 (??/??/??) 1631.969  (m)         5354.22   (f) ADJUSTED    1 2
 KK1394
 KK1394.Superseded values are not recommended for survey control.
 KK1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1394.See file dsdata.txt to determine how the superseded data were derived.
 KK1394
 KK1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD954972(NAD 83)
 KK1394_MARKER: DB = BENCH MARK DISK
 KK1394_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KK1394_SP_SET: PIER
 KK1394_STAMPING: D 406 1984
 KK1394_MARK LOGO: NGS   
 KK1394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1394_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK1394+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 KK1394
 KK1394  HISTORY     - Date     Condition        Report By
 KK1394  HISTORY     - 1984     MONUMENTED       NGS
 KK1394  HISTORY     - 20000504 GOOD             CO1435
 KK1394  HISTORY     - 20060911 GOOD             NGS
 KK1394
 KK1394                          STATION DESCRIPTION
 KK1394
 KK1394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1394'IN DENVER.
 KK1394'IN DENVER, AT THE INTERSECTION OF U.S. HIGHWAY 6 (6TH AVENUE) AND
 KK1394'SHERIDAN BOULEVARD, SET VERTICALLY IN THE SOUTH FACE OF THE MOST
 KK1394'SOUTHERLY 1 OF 7 COLUMNS OF THE CENTER PIER OF THE OVERPASS OVER
 KK1394'SHERIDAN BOULEVARD, 7.7 METERS (25.3 FT) WEST OF THE CENTER OF THE
 KK1394'NORTH BOUND LANES OF THE BOULEVARD, AND 7.6 METERS (24.9 FT) EAST OF
 KK1394'THE CENTER OF THE SOUTH BOUND LANES OF THE BOULEVARD.
 KK1394'THE MARK IS 1.2 M ABOVE THE GROUND.
 KK1394
 KK1394                          STATION RECOVERY (2000)
 KK1394
 KK1394'RECOVERY NOTE BY CITY OF LAKEWOOD COLORADO 2000 (KM)
 KK1394'RECOVERED IN GOOD CONDITION.
 KK1394
 KK1394                          STATION RECOVERY (2006)
 KK1394
 KK1394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (ASB)
 KK1394'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1510 ***********************************************************************
 KK1510  DESIGNATION -  D 407
 KK1510  PID         -  KK1510
 KK1510  STATE/COUNTY-  CO/ARAPAHOE
 KK1510  USGS QUAD   -  FITZSIMONS (1994)
 KK1510
 KK1510                         *CURRENT SURVEY CONTROL
 KK1510  ___________________________________________________________________
 KK1510* NAD 83(1986)-  39 41 22.     (N)    104 48 35.     (W)     SCALED    
 KK1510* NAVD 88     -      1685.783  (meters)    5530.77   (feet)  ADJUSTED  
 KK1510  ___________________________________________________________________
 KK1510  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 KK1510  DYNAMIC HT  -        1684.154 (meters)    5525.43  (feet)  COMP
 KK1510  MODELED GRAV-     979,600.7   (mgal)                       NAVD 88
 KK1510
 KK1510  VERT ORDER  -  FIRST     CLASS II
 KK1510
 KK1510.The horizontal coordinates were scaled from a topographic map and have
 KK1510.an estimated accuracy of +/- 6 seconds.
 KK1510
 KK1510.The orthometric height was determined by differential leveling
 KK1510.and adjusted by the National Geodetic Survey in June 1991..
 KK1510
 KK1510.The geoid height was determined by GEOID03.
 KK1510
 KK1510.The dynamic height is computed by dividing the NAVD 88
 KK1510.geopotential number by the normal gravity value computed on the
 KK1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1510.degrees latitude (g = 980.6199 gals.).
 KK1510
 KK1510.The modeled gravity was interpolated from observed gravity values.
 KK1510
 KK1510;                    North         East    Units  Estimated Accuracy
 KK1510;SPC CO C     -   511,070.      973,610.      MT  (+/- 180 meters Scaled)
 KK1510
 KK1510                          SUPERSEDED SURVEY CONTROL
 KK1510
 KK1510  NGVD 29 (??/??/??) 1684.880  (m)         5527.81   (f) ADJUSTED    1 2
 KK1510
 KK1510.Superseded values are not recommended for survey control.
 KK1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1510.See file dsdata.txt to determine how the superseded data were derived.
 KK1510
 KK1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED163933(NAD 83)
 KK1510_MARKER: I = METAL ROD
 KK1510_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1510_SP_SET: STAINLESS STEEL ROD
 KK1510_STAMPING: D 407 1984
 KK1510_MARK LOGO: NGS   
 KK1510_PROJECTION: FLUSH
 KK1510_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1510_ROD/PIPE-DEPTH: 6.1  meters
 KK1510
 KK1510  HISTORY     - Date     Condition        Report By
 KK1510  HISTORY     - 1984     MONUMENTED       NGS
 KK1510  HISTORY     - 19980724 POOR             CODOT
 KK1510
 KK1510                          STATION DESCRIPTION
 KK1510
 KK1510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1510'IN AURORA.
 KK1510'IN AURORA, AT THE INTERSECTION OF CHAMBERS ROAD AND FLORIDA AVENUE,
 KK1510'19.7 METERS (64.6 FT) NORTH OF THE CENTERLINE OF THE AVENUE,
 KK1510'10.1 METERS (33.1 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES
 KK1510'OF THE ROAD, 6.4 METERS (21.0 FT) NORTH OF A UTILITY POLE, 0.4 METER
 KK1510'(1.3 FT) NORTH OF A BRICK CORNER POST, AND 0.3 METER (1.0 FT) WEST OF
 KK1510'A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1510'THE MARK IS 0.3 M ABOVE THE ROAD.
 KK1510
 KK1510                          STATION RECOVERY (1998)
 KK1510
 KK1510'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (JB)
 KK1510'RECOVERED IN POOR CONDITION.  NOTE--STEEL ROD STILL LOOKS GOOD, BUT
 KK1510'ACCESS LOGO COVER IS MISSING AS WELL AS UPPER PORTION OF PVC SLEEVE.
 KK1510'LOCATION MATCHES DESCRIPTION ON DATA SHEET.  CHANGE EXISTENCE OF LOGO
 KK1510'CAP.  MONUMENT IS NOW A STEEL ROD PROTRUDING 0.2 FOOT (6.1 CM) ABOVE
 KK1510'LANDSCAPED GROUND.  IT WOULD APPEAR THAT LANDSCAPE RECONSTRUCTION
 KK1510'DESTROYED UPPER PORTION OF MONUMENT BOX AND LOGO CAP.  STEEL ROD MAY
 KK1510'OR MAY NOT BE AT SAME ELEVATION BEFORE LANDSCAPING ACTIVITY.
 KK1510'REHABILITATION MAY REQUIRE GRINDING DOWN OF ROD OR HAVING BOX/NEW LOGO
 KK1510'CAP PROTRUDE ABOVE GROUND ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1355 ***********************************************************************
 KK1355  DESIGNATION -  D 408
 KK1355  PID         -  KK1355
 KK1355  STATE/COUNTY-  CO/BOULDER
 KK1355  USGS QUAD   -  LOUISVILLE (1994)
 KK1355
 KK1355                         *CURRENT SURVEY CONTROL
 KK1355  ___________________________________________________________________
 KK1355* NAD 83(1986)-  39 56 42.     (N)    105 14 09.     (W)     SCALED    
 KK1355* NAVD 88     -      1751.765  (meters)    5747.25   (feet)  ADJUSTED  
 KK1355  ___________________________________________________________________
 KK1355  GEOID HEIGHT-         -15.85  (meters)                     GEOID03
 KK1355  DYNAMIC HT  -        1750.044 (meters)    5741.60  (feet)  COMP
 KK1355  MODELED GRAV-     979,582.4   (mgal)                       NAVD 88
 KK1355
 KK1355  VERT ORDER  -  FIRST     CLASS II
 KK1355
 KK1355.The horizontal coordinates were scaled from a topographic map and have
 KK1355.an estimated accuracy of +/- 6 seconds.
 KK1355
 KK1355.The orthometric height was determined by differential leveling
 KK1355.and adjusted by the National Geodetic Survey in June 1991..
 KK1355
 KK1355.The geoid height was determined by GEOID03.
 KK1355
 KK1355.The dynamic height is computed by dividing the NAVD 88
 KK1355.geopotential number by the normal gravity value computed on the
 KK1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1355.degrees latitude (g = 980.6199 gals.).
 KK1355
 KK1355.The modeled gravity was interpolated from observed gravity values.
 KK1355
 KK1355;                    North         East    Units  Estimated Accuracy
 KK1355;SPC CO N     -   372,750.      936,980.      MT  (+/- 180 meters Scaled)
 KK1355
 KK1355                          SUPERSEDED SURVEY CONTROL
 KK1355
 KK1355  NGVD 29 (??/??/??) 1750.794  (m)         5744.06   (f) ADJUSTED    1 2
 KK1355
 KK1355.Superseded values are not recommended for survey control.
 KK1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1355.See file dsdata.txt to determine how the superseded data were derived.
 KK1355
 KK1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE798216(NAD 83)
 KK1355_MARKER: DB = BENCH MARK DISK
 KK1355_SETTING: 66 = SET IN ROCK OUTCROP
 KK1355_SP_SET: ROCK OUTCROP
 KK1355_STAMPING: D 408 1984
 KK1355_MARK LOGO: NGS   
 KK1355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1355+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 KK1355
 KK1355  HISTORY     - Date     Condition        Report By
 KK1355  HISTORY     - 1984     MONUMENTED       NGS
 KK1355  HISTORY     - 20030910 GOOD             NGS
 KK1355
 KK1355                          STATION DESCRIPTION
 KK1355
 KK1355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1355'11.6 KM (7.2 MI) SOUTH FROM BOULDER.
 KK1355'4.0 KM (2.5 MI) SOUTH ALONG U.S. HIGHWAY 36 FROM ITS NORTH JUNCTION
 KK1355'WITH STATE HIGHWAY 119 IN BOULDER, THENCE 0.4 KM (0.25 MI) WEST ALONG
 KK1355'BASELINE ROAD, THENCE 7.2 KM (4.45 MI) SOUTHERLY ALONG STATE HIGHWAY
 KK1355'93, IN TOP OF AND 15.5 METERS (50.9 FT) NORTHEAST OF THE SOUTHWEST END
 KK1355'OF A ROCK LEDGE, 26.8 METERS (87.9 FT) SOUTHEAST OF THE SOUTHEAST
 KK1355'CORNER OF A BOX CULVERT WHERE A CANAL PASSES UNDER THE HIGHWAY, 19.7
 KK1355'METERS (64.6 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 15.0 METERS
 KK1355'(49.2 FT) SOUTH OF THE CENTER OF A GATE, AND 0.2 METER (0.7 FT) WEST
 KK1355'OF A FENCE.
 KK1355'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 KK1355'THE MARK IS 3.5 M ABOVE THE HIGHWAY.
 KK1355
 KK1355                          STATION RECOVERY (2003)
 KK1355
 KK1355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 KK1355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1038 ***********************************************************************
 LL1038  DESIGNATION -  D 409
 LL1038  PID         -  LL1038
 LL1038  STATE/COUNTY-  CO/LARIMER
 LL1038  USGS QUAD   -  LOVELAND (1984)
 LL1038
 LL1038                         *CURRENT SURVEY CONTROL
 LL1038  ___________________________________________________________________
 LL1038* NAD 83(1986)-  40 28 49.     (N)    105 04 36.     (W)     SCALED    
 LL1038* NAVD 88     -      1531.137  (meters)    5023.41   (feet)  ADJUSTED  
 LL1038  ___________________________________________________________________
 LL1038  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 LL1038  DYNAMIC HT  -        1529.828 (meters)    5019.11  (feet)  COMP
 LL1038  MODELED GRAV-     979,717.0   (mgal)                       NAVD 88
 LL1038
 LL1038  VERT ORDER  -  FIRST     CLASS II
 LL1038
 LL1038.The horizontal coordinates were scaled from a topographic map and have
 LL1038.an estimated accuracy of +/- 6 seconds.
 LL1038
 LL1038.The orthometric height was determined by differential leveling
 LL1038.and adjusted by the National Geodetic Survey in June 1991..
 LL1038
 LL1038.The geoid height was determined by GEOID03.
 LL1038
 LL1038.The dynamic height is computed by dividing the NAVD 88
 LL1038.geopotential number by the normal gravity value computed on the
 LL1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1038.degrees latitude (g = 980.6199 gals.).
 LL1038
 LL1038.The modeled gravity was interpolated from observed gravity values.
 LL1038
 LL1038;                    North         East    Units  Estimated Accuracy
 LL1038;SPC CO N     -   432,230.      950,300.      MT  (+/- 180 meters Scaled)
 LL1038
 LL1038                          SUPERSEDED SURVEY CONTROL
 LL1038
 LL1038  NGVD 29 (??/??/??) 1530.269  (m)         5020.56   (f) ADJUSTED    1 2
 LL1038
 LL1038.Superseded values are not recommended for survey control.
 LL1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1038.See file dsdata.txt to determine how the superseded data were derived.
 LL1038
 LL1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE935810(NAD 83)
 LL1038_MARKER: I = METAL ROD
 LL1038_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1038_SP_SET: STAINLESS STEEL ROD
 LL1038_STAMPING: D 409 1984
 LL1038_MARK LOGO: NGS   
 LL1038_PROJECTION: FLUSH
 LL1038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1038_ROD/PIPE-DEPTH: 6.1  meters
 LL1038
 LL1038  HISTORY     - Date     Condition        Report By
 LL1038  HISTORY     - 1984     MONUMENTED       NGS
 LL1038
 LL1038                          STATION DESCRIPTION
 LL1038
 LL1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1038'8.2 KM (5.1 MI) NORTH FROM LOVELAND.
 LL1038'8.2 KM (5.1 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 LL1038'WITH U.S. HIGHWAY 34 IN LOVELAND, 38.9 METERS (127.6 FT) EAST OF THE
 LL1038'CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, 9.5 METERS
 LL1038'(31.2 FT) NORTH OF THE CENTER OF ROAD 32, AND 1.4 METERS (4.6 FT)
 LL1038'SOUTH OF UTILITY POLE NUMBER 144-1.  NOTE--ACCESS TO THE DATUM POINT
 LL1038'IS THROUGH A 5-INCH LOGO CAP.
 LL1038'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 LL1038'THE MARK IS 0.3 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0192 ***********************************************************************
 JJ0192  DESIGNATION -  D 41
 JJ0192  PID         -  JJ0192
 JJ0192  STATE/COUNTY-  CO/BENT
 JJ0192  USGS QUAD   -  PROWERS (1953)
 JJ0192
 JJ0192                         *CURRENT SURVEY CONTROL
 JJ0192  ___________________________________________________________________
 JJ0192* NAD 83(1986)-  38 04 56.     (N)    102 46 03.     (W)     SCALED    
 JJ0192* NAVD 88     -      1123.577  (meters)    3686.27   (feet)  POSTED    
 JJ0192  ___________________________________________________________________
 JJ0192  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 JJ0192  DYNAMIC HT  -        1122.500 (meters)    3682.74  (feet)  COMP
 JJ0192  MODELED GRAV-     979,632.9   (mgal)                       NAVD 88
 JJ0192
 JJ0192  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JJ0192
 JJ0192.The horizontal coordinates were scaled from a topographic map and have
 JJ0192.an estimated accuracy of +/- 6 seconds.
 JJ0192
 JJ0192.The orthometric height was determined by differential leveling
 JJ0192.and adjusted by the National Geodetic Survey in 1992..
 JJ0192.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JJ0192.rate of 0.0 thru 1.0 mm/km.
 JJ0192
 JJ0192.The geoid height was determined by GEOID03.
 JJ0192
 JJ0192.The dynamic height is computed by dividing the NAVD 88
 JJ0192.geopotential number by the normal gravity value computed on the
 JJ0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0192.degrees latitude (g = 980.6199 gals.).
 JJ0192
 JJ0192.The modeled gravity was interpolated from observed gravity values.
 JJ0192
 JJ0192;                    North         East    Units  Estimated Accuracy
 JJ0192;SPC CO S     -   465,410.    1,154,090.      MT  (+/- 180 meters Scaled)
 JJ0192
 JJ0192                          SUPERSEDED SURVEY CONTROL
 JJ0192
 JJ0192  NGVD 29 (??/??/92) 1123.027  (m)         3684.46   (f) ADJ UNCH    1 2
 JJ0192
 JJ0192.Superseded values are not recommended for survey control.
 JJ0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0192.See file dsdata.txt to determine how the superseded data were derived.
 JJ0192
 JJ0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC958172(NAD 83)
 JJ0192_MARKER: DB = BENCH MARK DISK
 JJ0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0192_STAMPING: D 41 1933
 JJ0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0192+STABILITY: SURFACE MOTION
 JJ0192
 JJ0192  HISTORY     - Date     Condition        Report By
 JJ0192  HISTORY     - 1933     MONUMENTED       CGS
 JJ0192  HISTORY     - 1942     GOOD             NGS
 JJ0192  HISTORY     - 1985     MARK NOT FOUND   NGS
 JJ0192
 JJ0192                          STATION DESCRIPTION
 JJ0192
 JJ0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JJ0192'AT PROWERS.
 JJ0192'AT PROWERS, ABOUT 315 FEET WEST OF THE ATCHISON, TOPEKA AND SANTA
 JJ0192'FE RAILWAY STATION, 144 FEET WEST OF THE CENTERLINE OF A
 JJ0192'NORTH-AND-SOUTH GRADED  ROAD, 67 FEET NORTH OF THE CENTERLINE
 JJ0192'OF THE MAIN TRACK, 24 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 JJ0192'THE SECTION HOUSE, 2 FEET EAST OF THE YARD FENCE, 3 FEET SOUTH OF
 JJ0192'A WHITE WOODEN WITNESS POST, AND ABOUT 4 FEET LOWER THAN THE TRACK.
 JJ0192'A STANDARD DISK, STAMPED D 41 1933 AND SET IN THE TOP OF A CONCRETE
 JJ0192'POST PROJECTING 0.5 FOOT ABOVE GROUND.  NOTE-THE STATION IS GONE.
 JJ0192'A STATION SIGN HAS BEEN PLACED WHERE STATION STOOD.
 JJ0192
 JJ0192                          STATION RECOVERY (1985)
 JJ0192
 JJ0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1069 ***********************************************************************
 LL1069  DESIGNATION -  D 410
 LL1069  PID         -  LL1069
 LL1069  STATE/COUNTY-  CO/BOULDER
 LL1069  USGS QUAD   -  LONGMONT (1979)
 LL1069
 LL1069                         *CURRENT SURVEY CONTROL
 LL1069  ___________________________________________________________________
 LL1069* NAD 83(1986)-  40 13 33.     (N)    105 06 10.     (W)     SCALED    
 LL1069* NAVD 88     -      1561.938  (meters)    5124.46   (feet)  ADJUSTED  
 LL1069  ___________________________________________________________________
 LL1069  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 LL1069  DYNAMIC HT  -        1560.525 (meters)    5119.82  (feet)  COMP
 LL1069  MODELED GRAV-     979,666.8   (mgal)                       NAVD 88
 LL1069
 LL1069  VERT ORDER  -  FIRST     CLASS II
 LL1069
 LL1069.The horizontal coordinates were scaled from a topographic map and have
 LL1069.an estimated accuracy of +/- 6 seconds.
 LL1069
 LL1069.The orthometric height was determined by differential leveling
 LL1069.and adjusted by the National Geodetic Survey in June 1991..
 LL1069
 LL1069.The geoid height was determined by GEOID03.
 LL1069
 LL1069.The dynamic height is computed by dividing the NAVD 88
 LL1069.geopotential number by the normal gravity value computed on the
 LL1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1069.degrees latitude (g = 980.6199 gals.).
 LL1069
 LL1069.The modeled gravity was interpolated from observed gravity values.
 LL1069
 LL1069;                    North         East    Units  Estimated Accuracy
 LL1069;SPC CO N     -   403,970.      948,210.      MT  (+/- 180 meters Scaled)
 LL1069
 LL1069                          SUPERSEDED SURVEY CONTROL
 LL1069
 LL1069  NGVD 29 (??/??/??) 1561.033  (m)         5121.49   (f) ADJUSTED    1 2
 LL1069
 LL1069.Superseded values are not recommended for survey control.
 LL1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1069.See file dsdata.txt to determine how the superseded data were derived.
 LL1069
 LL1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE912528(NAD 83)
 LL1069_MARKER: I = METAL ROD
 LL1069_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LL1069_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LL1069_STAMPING: D 410 1984
 LL1069_MARK LOGO: NGS   
 LL1069_PROJECTION: FLUSH
 LL1069_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL1069+STABILITY: POSITION/ELEVATION WELL
 LL1069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1069+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2005
 LL1069_ROD/PIPE-DEPTH: 10.4 meters
 LL1069_SLEEVE-DEPTH  : 9.1 meters
 LL1069
 LL1069  HISTORY     - Date     Condition        Report By
 LL1069  HISTORY     - 1984     MONUMENTED       NGS
 LL1069  HISTORY     - 20040224 GOOD             USPSQD
 LL1069  HISTORY     - 20050811 GOOD             USPSQD
 LL1069
 LL1069                          STATION DESCRIPTION
 LL1069
 LL1069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1069'2.5 KM (1.55 MI) NORTH FROM LONGMONT.
 LL1069'2.5 KM (1.55 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 LL1069'WITH STATE HIGHWAY 66 IN LONGMONT, 27.7 METERS (90.9 FT) NORTHWEST OF
 LL1069'A FENCE CORNER, 27.4 METERS (89.9 FT) EAST-NORTHEAST OF THE NORTHEAST
 LL1069'CORNER OF A HOUSE, 25.4 METERS (83.3 FT) WEST OF THE CENTERLINE OF THE
 LL1069'HIGHWAY, 12.4 METERS (40.7 FT) NORTH OF THE CENTER OF A DRIVEWAY
 LL1069'LEADING WEST, AND 12.4 METERS (40.7 FT) SOUTH OF A FENCE.
 LL1069'NOTE--TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LL1069'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 LL1069
 LL1069                          STATION RECOVERY (2004)
 LL1069
 LL1069'RECOVERY NOTE BY US POWER SQUADRON 2004
 LL1069'RECOVERED IN GOOD CONDITION.
 LL1069
 LL1069                          STATION RECOVERY (2005)
 LL1069
 LL1069'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 LL1069'FOUND AS DESCRIBED. ORANGE WITNESS POST IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1367 ***********************************************************************
 KK1367  DESIGNATION -  D 411
 KK1367  PID         -  KK1367
 KK1367  STATE/COUNTY-  CO/JEFFERSON
 KK1367  USGS QUAD   -  GOLDEN (1994)
 KK1367
 KK1367                         *CURRENT SURVEY CONTROL
 KK1367  ___________________________________________________________________
 KK1367* NAD 83(1986)-  39 47 32.     (N)    105 13 50.     (W)     SCALED    
 KK1367* NAVD 88     -      1814.465  (meters)    5952.96   (feet)  ADJUSTED  
 KK1367  ___________________________________________________________________
 KK1367  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 KK1367  DYNAMIC HT  -        1812.645 (meters)    5946.99  (feet)  COMP
 KK1367  MODELED GRAV-     979,559.3   (mgal)                       NAVD 88
 KK1367
 KK1367  VERT ORDER  -  FIRST     CLASS II
 KK1367
 KK1367.The horizontal coordinates were scaled from a topographic map and have
 KK1367.an estimated accuracy of +/- 6 seconds.
 KK1367
 KK1367.The orthometric height was determined by differential leveling
 KK1367.and adjusted by the National Geodetic Survey in June 1991..
 KK1367
 KK1367.The geoid height was determined by GEOID03.
 KK1367
 KK1367.The dynamic height is computed by dividing the NAVD 88
 KK1367.geopotential number by the normal gravity value computed on the
 KK1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1367.degrees latitude (g = 980.6199 gals.).
 KK1367
 KK1367.The modeled gravity was interpolated from observed gravity values.
 KK1367
 KK1367;                    North         East    Units  Estimated Accuracy
 KK1367;SPC CO C     -   522,290.      937,480.      MT  (+/- 180 meters Scaled)
 KK1367
 KK1367                          SUPERSEDED SURVEY CONTROL
 KK1367
 KK1367  NGVD 29 (??/??/??) 1813.488  (m)         5949.75   (f) ADJUSTED    1 2
 KK1367
 KK1367.Superseded values are not recommended for survey control.
 KK1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1367.See file dsdata.txt to determine how the superseded data were derived.
 KK1367
 KK1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE802047(NAD 83)
 KK1367_MARKER: I = METAL ROD
 KK1367_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KK1367+WITH SETTING: INFORMATION.
 KK1367_SP_SET: SHALLOW SET METAL ROD
 KK1367_STAMPING: D 411 1984
 KK1367_MARK LOGO: NGS   
 KK1367_PROJECTION: FLUSH
 KK1367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1367_ROD/PIPE-DEPTH: 1.8  meters
 KK1367
 KK1367  HISTORY     - Date     Condition        Report By
 KK1367  HISTORY     - 1984     MONUMENTED       NGS
 KK1367
 KK1367                          STATION DESCRIPTION
 KK1367
 KK1367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1367'4.0 KM (2.5 MI) NORTH FROM GOLDEN.
 KK1367'4.0 KM (2.5 MI) NORTHERLY ALONG STATE HIGHWAY 93 FROM ITS JUNCTION
 KK1367'WITH STATE HIGHWAY 58 IN GOLDEN, 20.5 METERS (67.3 FT) WEST OF THE
 KK1367'CENTERLINE OF THE HIGHWAY, 16.8 METERS (55.1 FT) SOUTH OF THE CENTER
 KK1367'OF A CATTLE GUARD AND FIELD ENTRANCE, 1.7 METERS (5.6 FT) WEST OF THE
 KK1367'CENTERLINE OF THE HIGHWAY, AND 1.2 METERS (3.9 FT) NORTH OF A UTILITY
 KK1367'POLE.  NOTE--REFUSAL WAS REACHED AT 6.0 FT.  ACCESS TO THE DATUM POINT
 KK1367'IS THROUGH A 5-INCH LOGO CAP.
 KK1367'THE MARK IS 1.2 METERS  N FROM A WITNESS POST.
 KK1367'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1459 ***********************************************************************
 KK1459  DESIGNATION -  D 412
 KK1459  PID         -  KK1459
 KK1459  STATE/COUNTY-  CO/JEFFERSON
 KK1459  USGS QUAD   -  FORT LOGAN (1994)
 KK1459
 KK1459                         *CURRENT SURVEY CONTROL
 KK1459  ___________________________________________________________________
 KK1459* NAD 83(1992)-  39 44 28.02956(N)    105 06 34.91024(W)     ADJUSTED  
 KK1459* NAVD 88     -      1692.940  (meters)    5554.25   (feet)  ADJUSTED  
 KK1459  ___________________________________________________________________
 KK1459  X           -  -1,280,511.112 (meters)                     COMP
 KK1459  Y           -  -4,742,593.565 (meters)                     COMP
 KK1459  Z           -   4,056,996.498 (meters)                     COMP
 KK1459  LAPLACE CORR-         -13.89  (seconds)                    DEFLEC99
 KK1459  ELLIP HEIGHT-        1676.52  (meters)          (12/03/02) GPS OBS
 KK1459  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 KK1459  DYNAMIC HT  -        1691.286 (meters)    5548.83  (feet)  COMP
 KK1459  MODELED GRAV-     979,589.9   (mgal)                       NAVD 88
 KK1459
 KK1459  HORZ ORDER  -  FIRST
 KK1459  VERT ORDER  -  FIRST     CLASS II
 KK1459  ELLP ORDER  -  FOURTH    CLASS II
 KK1459
 KK1459.The horizontal coordinates were established by GPS observations
 KK1459.and adjusted by the National Geodetic Survey in August 1995..
 KK1459
 KK1459.The orthometric height was determined by differential leveling
 KK1459.and adjusted by the National Geodetic Survey in June 1991..
 KK1459
 KK1459.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK1459
 KK1459.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1459
 KK1459.The ellipsoidal height was determined by GPS observations
 KK1459.and is referenced to NAD 83.
 KK1459
 KK1459.The geoid height was determined by GEOID03.
 KK1459
 KK1459.The dynamic height is computed by dividing the NAVD 88
 KK1459.geopotential number by the normal gravity value computed on the
 KK1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1459.degrees latitude (g = 980.6199 gals.).
 KK1459
 KK1459.The modeled gravity was interpolated from observed gravity values.
 KK1459
 KK1459;                    North         East     Units Scale Factor Converg.
 KK1459;SPC CO C     -   516,657.845   947,856.644   MT  0.99999826   +0 14 46.2
 KK1459;SPC CO C     - 1,695,068.28  3,109,759.67   sFT  0.99999826   +0 14 46.2
 KK1459;UTM  13      - 4,399,030.391   490,601.006   MT  0.99960109   -0 04 12.5
 KK1459
 KK1459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1459!SPC CO C     -   0.99973705  x   0.99999826  =   0.99973531
 KK1459!UTM  13      -   0.99973705  x   0.99960109  =   0.99933825
 KK1459
 KK1459                          SUPERSEDED SURVEY CONTROL
 KK1459
 KK1459  ELLIP H (08/03/95) 1676.55   (m)                       GP(       ) 2 2
 KK1459  NGVD 29 (??/??/??) 1692.006  (m)         5551.19   (f) ADJUSTED    1 2
 KK1459
 KK1459.Superseded values are not recommended for survey control.
 KK1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1459.See file dsdata.txt to determine how the superseded data were derived.
 KK1459
 KK1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9060199030(NAD 83)
 KK1459_MARKER: I = METAL ROD
 KK1459_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1459_SP_SET: STAINLESS STEEL ROD
 KK1459_STAMPING: D 412 1984
 KK1459_MARK LOGO: NGS   
 KK1459_PROJECTION: FLUSH
 KK1459_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1459+SATELLITE: SATELLITE OBSERVATIONS - December 06, 1995
 KK1459_ROD/PIPE-DEPTH: 9.1  meters
 KK1459
 KK1459  HISTORY     - Date     Condition        Report By
 KK1459  HISTORY     - 1984     MONUMENTED       NGS
 KK1459  HISTORY     - 19940817 GOOD             NGS
 KK1459  HISTORY     - 19951206 GOOD             CHANCE
 KK1459  HISTORY     - 20000629 GOOD             CO1435
 KK1459
 KK1459                          STATION DESCRIPTION
 KK1459
 KK1459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1459'IN LAKEWOOD.
 KK1459'IN LAKEWOOD, AT THE INTERSECTION OF KIPLING STREET AND 15TH PLACE
 KK1459'NORTH, 16.5 METERS (54.1 FT) SOUTH OF THE CENTERLINE OF 15TH PLACE
 KK1459'NORTH, 5.9 METERS (19.4 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND
 KK1459'LANES OF THE STREET, AND 0.8 METER (2.6 FT) SOUTH OF A UTILITY POLE
 KK1459'WITH TWO GUY WIRES.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 KK1459'5-INCH LOGO CAP.
 KK1459'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 KK1459'THE MARK IS ABOVE LEVEL WITH THE STREET.
 KK1459
 KK1459                          STATION RECOVERY (1994)
 KK1459
 KK1459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RSC)
 KK1459'THE STATION WILL BE USED DURING A COLORADO HARN DENSIFICATION
 KK1459'PROJECT.
 KK1459' 
 KK1459'THE STATION IS LOCATED IN THE CITY OF LAKEWOOD, 5.0 MI (8.0 KM) WEST
 KK1459'OF THE SOUTH PLATTE RIVER AND 1.5 MI (2.4 KM) NORTH-NORTHWEST OF THE
 KK1459'DENVER FEDERAL CENTER, IN THE SOUTHEAST 1/4 OF SECTION 33, T 3 S, R 69
 KK1459'W, 6TH P.M. OWNERSHIP-- COLORADO DEPARTMENT OF TRANSPORTATION.
 KK1459' 
 KK1459'TO REACH THE STATION FROM THE INTERSECTION OF COLFAX AVENUE (U.S.
 KK1459'HIGHWAY 40) AND KIPLING STREET (STATE HIGHWAY 391), GO NORTH ON
 KK1459'KIPLING STREET FOR 0.08 MI (0.13 KM) TO THE STATION ON THE LEFT.
 KK1459' 
 KK1459'THE STATION MARK IS A PUNCH MARK IN THE TOP CENTER OF A STAINLESS
 KK1459'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 5-INCH PVC PIPE WITH A LOGO
 KK1459'CAP SET IN A 0.5 M (1.6 FT) CONCRETE COLLAR SET FLUSH WITH THE GROUND.
 KK1459'IT IS 16.5 M (54.1 FT) SOUTH OF THE CENTER OF 15TH PLACE, 5.9 M (19.4
 KK1459'FT) WEST OF THE CENTER OF THE SOUTH BOUND LANES OF KIPLING STREET, 0.8
 KK1459'M (2.6 FT) SOUTH OF A UTILITY POLE WITH TWO GUY WIRES AND ABOUT LEVEL
 KK1459'WITH THE STREET.
 KK1459
 KK1459                          STATION RECOVERY (1995)
 KK1459
 KK1459'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (FND)
 KK1459'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  A NEW
 KK1459'DESCRIPTION FOLLOWS$THE STATION IS LOCATED IN THE CITY OF LAKEWOOD,
 KK1459'1.5 MI (2.4 KM) NORTH-NORTHEAST OF THE DENVER FEDERAL CENTER, 5 MI
 KK1459'(8.0 KM) WEST OF THE SOUTH PLATTE RIVER, 8.5 MI (13.7 KM) SOUTH OF
 KK1459'STANLEY LAKE, IN THE SOUTHEAST 1/4 OF SECTION 33, T 3 S, R 69 W, 6TH
 KK1459'P.M. OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION$TO REACH THE
 KK1459'STATION FROM THE INTERSECTION OF COLFAX AVENUE (U.S. HIGHWAY 40) AND
 KK1459'KIPLING STREET (STATE HIGHWAY 391) , GO NORTH ALONG KIPLING STREET
 KK1459'(HIGHWAY 391) FOR 0.08 MI (0.13 KM) TO THE INTERSECTION WITH W.  15TH
 KK1459'PLACE ON THE LEFT AND THE STATION AT THE SOUTHWEST CORNER OF THE
 KK1459'INTERSECTION$THE STATION MARK IS A PUNCH HOLE CENTERED IN THE TOP OF A
 KK1459'9/16-INCH STAINLESS STEEL ROD ENCASED IN A PVC PIPE WITH A LOGO CAP
 KK1459'STAMPED --D 412 1984-- SET IN A CONCRETE POST FLUSH WITH GROUND LEVEL.
 KK1459'IT IS 40 FT (12.2 M) WEST OF THE CENTERLINE OF KIPLING STREET, 53 FT
 KK1459'(16.2 M) SOUTH OF THE CENTERLINE OF W.  15TH PLACE, 6.1 FT (1.9 M)
 KK1459'WEST OF THE FLOWLINE OF THE CONCRETE CURB, 2.5 FT (0.8 M) SOUTH OF A
 KK1459'UTILITY POLE, 24.6 FT (7.5 M) NORTHEAST OF METAL POST WITH A SIGN --NO
 KK1459'TRESPASSING NO DUMPING--, 43.7 FT (13.3 M) NORTH OF A WOOD POST WITH
 KK1459'SIGN --ADOPT A HIGHWAY LITTER CONTROL NEXT 1 MILE--, AND 2.0 FT (0.6
 KK1459'M) NORTH OF A CARSONITE WITNESS POST$DESCRIBED BY F.N. DREXEL
 KK1459
 KK1459                          STATION RECOVERY (2000)
 KK1459
 KK1459'RECOVERY NOTE BY CITY OF LAKEWOOD COLORADO 2000 (KM)
 KK1459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1422 ***********************************************************************
 KK1422  DESIGNATION -  D 413
 KK1422  PID         -  KK1422
 KK1422  STATE/COUNTY-  CO/BOULDER
 KK1422  USGS QUAD   -  LAFAYETTE (1994)
 KK1422
 KK1422                         *CURRENT SURVEY CONTROL
 KK1422  ___________________________________________________________________
 KK1422* NAD 83(1986)-  39 55 44.     (N)    105 04 20.     (W)     SCALED    
 KK1422* NAVD 88     -      1637.696  (meters)    5373.01   (feet)  ADJUSTED  
 KK1422  ___________________________________________________________________
 KK1422  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 KK1422  DYNAMIC HT  -        1636.130 (meters)    5367.87  (feet)  COMP
 KK1422  MODELED GRAV-     979,612.7   (mgal)                       NAVD 88
 KK1422
 KK1422  VERT ORDER  -  FIRST     CLASS II
 KK1422
 KK1422.The horizontal coordinates were scaled from a topographic map and have
 KK1422.an estimated accuracy of +/- 6 seconds.
 KK1422
 KK1422.The orthometric height was determined by differential leveling
 KK1422.and adjusted by the National Geodetic Survey in June 1991..
 KK1422
 KK1422.The geoid height was determined by GEOID03.
 KK1422
 KK1422.The dynamic height is computed by dividing the NAVD 88
 KK1422.geopotential number by the normal gravity value computed on the
 KK1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1422.degrees latitude (g = 980.6199 gals.).
 KK1422
 KK1422.The modeled gravity was interpolated from observed gravity values.
 KK1422
 KK1422;                    North         East    Units  Estimated Accuracy
 KK1422;SPC CO N     -   371,010.      950,970.      MT  (+/- 180 meters Scaled)
 KK1422
 KK1422                          SUPERSEDED SURVEY CONTROL
 KK1422
 KK1422  NGVD 29 (??/??/??) 1636.763  (m)         5369.95   (f) ADJUSTED    1 2
 KK1422
 KK1422.Superseded values are not recommended for survey control.
 KK1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1422.See file dsdata.txt to determine how the superseded data were derived.
 KK1422
 KK1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE938198(NAD 83)
 KK1422_MARKER: I = METAL ROD
 KK1422_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1422_SP_SET: STAINLESS STEEL ROD
 KK1422_STAMPING: D 413 1984
 KK1422_MARK LOGO: NGS   
 KK1422_PROJECTION: FLUSH
 KK1422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1422+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 KK1422_ROD/PIPE-DEPTH: 5.5  meters
 KK1422
 KK1422  HISTORY     - Date     Condition        Report By
 KK1422  HISTORY     - 1984     MONUMENTED       NGS
 KK1422  HISTORY     - 20050805 GOOD             GEOCAC
 KK1422
 KK1422                          STATION DESCRIPTION
 KK1422
 KK1422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1422'IN BROOMFIELD.
 KK1422'IN BROOMFIELD, AT THE INTERSECTION OF WEST 10TH AVENUE AND MAIN
 KK1422'STREET, AT THE SOUTHEAST CORNER OF THE BROOMFIELD HIGH SCHOOL
 KK1422'ATHELETIC FIELD, 17.3 METERS (56.8 FT) WEST OF THE CENTERLINE OF THE
 KK1422'STREET, 10.6 METERS (34.8 FT) NORTH OF THE CENTERLINE OF THE AVENUE,
 KK1422'2.8 METERS (9.2 FT) NORTH OF THE NORTH EDGE OF A SIDEWALK, 2.3 METERS
 KK1422'(7.5 FT) WEST OF A FENCE CORNER, AND 0.3 METER (1.0 FT) SOUTH OF A
 KK1422'FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1422'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 KK1422
 KK1422                          STATION RECOVERY (2005)
 KK1422
 KK1422'RECOVERY NOTE BY GEOCACHING 2005 (CLX)
 KK1422'N 39 55.724 W 105 04.307
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1148 ***********************************************************************
 LL1148  DESIGNATION -  D 414
 LL1148  PID         -  LL1148
 LL1148  STATE/COUNTY-  CO/WELD
 LL1148  USGS QUAD   -  KERSEY (1950)
 LL1148
 LL1148                         *CURRENT SURVEY CONTROL
 LL1148  ___________________________________________________________________
 LL1148* NAD 83(1986)-  40 23 33.     (N)    104 36 40.     (W)     SCALED    
 LL1148* NAVD 88     -      1412.278  (meters)    4633.45   (feet)  ADJUSTED  
 LL1148  ___________________________________________________________________
 LL1148  GEOID HEIGHT-         -18.46  (meters)                     GEOID03
 LL1148  DYNAMIC HT  -        1411.077 (meters)    4629.51  (feet)  COMP
 LL1148  MODELED GRAV-     979,726.7   (mgal)                       NAVD 88
 LL1148
 LL1148  VERT ORDER  -  FIRST     CLASS II
 LL1148
 LL1148.The horizontal coordinates were scaled from a topographic map and have
 LL1148.an estimated accuracy of +/- 6 seconds.
 LL1148
 LL1148.The orthometric height was determined by differential leveling
 LL1148.and adjusted by the National Geodetic Survey in June 1991..
 LL1148
 LL1148.The geoid height was determined by GEOID03.
 LL1148
 LL1148.The dynamic height is computed by dividing the NAVD 88
 LL1148.geopotential number by the normal gravity value computed on the
 LL1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1148.degrees latitude (g = 980.6199 gals.).
 LL1148
 LL1148.The modeled gravity was interpolated from observed gravity values.
 LL1148
 LL1148;                    North         East    Units  Estimated Accuracy
 LL1148;SPC CO N     -   422,780.      989,870.      MT  (+/- 180 meters Scaled)
 LL1148
 LL1148                          SUPERSEDED SURVEY CONTROL
 LL1148
 LL1148.No superseded survey control is available for this station.
 LL1148
 LL1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE330713(NAD 83)
 LL1148_MARKER: I = METAL ROD
 LL1148_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1148_SP_SET: STAINLESS STEEL ROD
 LL1148_STAMPING: D 414 1984
 LL1148_MARK LOGO: NGS   
 LL1148_PROJECTION: FLUSH
 LL1148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1148_ROD/PIPE-DEPTH: 18.3 meters
 LL1148
 LL1148  HISTORY     - Date     Condition        Report By
 LL1148  HISTORY     - 1984     MONUMENTED       NGS
 LL1148
 LL1148                          STATION DESCRIPTION
 LL1148
 LL1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1148'5.9 KM (3.65 MI) EAST FROM GREELEY.
 LL1148'5.9 KM (3.65 MI) EASTERLY ALONG U.S. HIGHWAY 34 FROM ITS JUNCTION
 LL1148'WITH U.S. HIGHWAY 85 IN GREELEY, 34.5 M (113.2 FT) NORTH OF THE
 LL1148'CENTERLINE OF THE HIGHWAY, 6.5 M (21.3 FT) EAST OF THE CENTER OF
 LL1148'COUNTY ROAD 47, 0.8 M (2.6 FT) EAST OF A UTILITY POLE, AND 0.5 M (1.6
 LL1148'FT) WEST OF THE WEST EDGE OF A CONCRETE IRREGATION DITCH.
 LL1148'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LL1148'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LL1148'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0402 ***********************************************************************
 LN0402  DESIGNATION -  D 415
 LN0402  PID         -  LN0402
 LN0402  STATE/COUNTY-  CO/RIO BLANCO
 LN0402  USGS QUAD   -  MELLEN HILL (1962)
 LN0402
 LN0402                         *CURRENT SURVEY CONTROL
 LN0402  ___________________________________________________________________
 LN0402* NAD 83(1986)-  40 09 26.     (N)    108 58 46.     (W)     SCALED    
 LN0402* NAVD 88     -      1766.844  (meters)    5796.72   (feet)  ADJUSTED  
 LN0402  ___________________________________________________________________
 LN0402  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 LN0402  DYNAMIC HT  -        1765.201 (meters)    5791.33  (feet)  COMP
 LN0402  MODELED GRAV-     979,633.0   (mgal)                       NAVD 88
 LN0402
 LN0402  VERT ORDER  -  FIRST     CLASS II
 LN0402
 LN0402.The horizontal coordinates were scaled from a topographic map and have
 LN0402.an estimated accuracy of +/- 6 seconds.
 LN0402
 LN0402.The orthometric height was determined by differential leveling
 LN0402.and adjusted by the National Geodetic Survey in June 1991..
 LN0402
 LN0402.The geoid height was determined by GEOID03.
 LN0402
 LN0402.The dynamic height is computed by dividing the NAVD 88
 LN0402.geopotential number by the normal gravity value computed on the
 LN0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0402.degrees latitude (g = 980.6199 gals.).
 LN0402
 LN0402.The modeled gravity was interpolated from observed gravity values.
 LN0402
 LN0402;                    North         East    Units  Estimated Accuracy
 LN0402;SPC CO N     -   402,090.      618,050.      MT  (+/- 180 meters Scaled)
 LN0402
 LN0402                          SUPERSEDED SURVEY CONTROL
 LN0402
 LN0402.No superseded survey control is available for this station.
 LN0402
 LN0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK720471(NAD 83)
 LN0402_MARKER: DB = BENCH MARK DISK
 LN0402_SETTING: 66 = SET IN ROCK OUTCROP
 LN0402_SP_SET: ROCK OUTCROP
 LN0402_STAMPING: D 415 1984
 LN0402_MARK LOGO: NGS   
 LN0402_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0402+STABILITY: POSITION/ELEVATION WELL
 LN0402
 LN0402  HISTORY     - Date     Condition        Report By
 LN0402  HISTORY     - 1984     MONUMENTED       NGS
 LN0402
 LN0402                          STATION DESCRIPTION
 LN0402
 LN0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0402'18.1 KM (11.25 MI) NW FROM RANGELY.
 LN0402'18.1 KM (11.25 MI) NORTHWESTERLY ALONG STATE HIGHWAY 64 FROM THE POST
 LN0402'OFFICE IN RANGELY, IN A LARGE AREA OF OUTCROPPING BEDROCK, 0.4 KM
 LN0402'(0.25 MI) NORTHWEST OF THE INTERSECTION OF A DIRT ROAD, 44.2 M (145.0
 LN0402'FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 43.9 M (144.0 FT)
 LN0402'NORTHEAST OF THE CENTER OF A DIRT ROAD LEADING NORTHWEST, AND 11.5 M
 LN0402'(37.7 FT) NORTHEAST OF THE SOUTHWEST EDGE OF THE OUTCROP.
 LN0402'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 LN0402'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0224 ***********************************************************************
 KM0224  DESIGNATION -  D 416
 KM0224  PID         -  KM0224
 KM0224  STATE/COUNTY-  CO/MESA
 KM0224  USGS QUAD   -  GRAND JUNCTION (1973)
 KM0224
 KM0224                         *CURRENT SURVEY CONTROL
 KM0224  ___________________________________________________________________
 KM0224* NAD 83(1992)-  39 05 33.12683(N)    108 36 40.98558(W)     ADJUSTED  
 KM0224* NAVD 88     -      1384.786  (meters)    4543.25   (feet)  ADJUSTED  
 KM0224  ___________________________________________________________________
 KM0224  X           -  -1,582,307.622 (meters)                     COMP
 KM0224  Y           -  -4,698,643.304 (meters)                     COMP
 KM0224  Z           -   4,001,157.873 (meters)                     COMP
 KM0224  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 KM0224  ELLIP HEIGHT-        1367.82  (meters)          (12/03/02) GPS OBS
 KM0224  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 KM0224  DYNAMIC HT  -        1383.467 (meters)    4538.92  (feet)  COMP
 KM0224  MODELED GRAV-     979,627.1   (mgal)                       NAVD 88
 KM0224
 KM0224  HORZ ORDER  -  FIRST
 KM0224  VERT ORDER  -  FIRST     CLASS II
 KM0224  ELLP ORDER  -  FOURTH    CLASS II
 KM0224
 KM0224.The horizontal coordinates were established by GPS observations
 KM0224.and adjusted by the National Geodetic Survey in August 1998..
 KM0224
 KM0224.The orthometric height was determined by differential leveling
 KM0224.and adjusted by the National Geodetic Survey in June 1991..
 KM0224
 KM0224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KM0224
 KM0224.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0224
 KM0224.The ellipsoidal height was determined by GPS observations
 KM0224.and is referenced to NAD 83.
 KM0224
 KM0224.The geoid height was determined by GEOID03.
 KM0224
 KM0224.The dynamic height is computed by dividing the NAVD 88
 KM0224.geopotential number by the normal gravity value computed on the
 KM0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0224.degrees latitude (g = 980.6199 gals.).
 KM0224
 KM0224.The modeled gravity was interpolated from observed gravity values.
 KM0224
 KM0224;                    North         East     Units Scale Factor Converg.
 KM0224;SPC CO C     -   449,189.832   645,295.034   MT  0.99993592   -1 57 44.3
 KM0224;SPC CO C     - 1,473,716.97  2,117,105.46   sFT  0.99993592   -1 57 44.3
 KM0224;UTM  12      - 4,329,761.538   706,577.076   MT  1.00012548   +1 30 24.2
 KM0224
 KM0224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0224!SPC CO C     -   0.99978544  x   0.99993592  =   0.99972138
 KM0224!UTM  12      -   0.99978544  x   1.00012548  =   0.99991090
 KM0224
 KM0224                          SUPERSEDED SURVEY CONTROL
 KM0224
 KM0224  ELLIP H (08/21/98) 1367.84   (m)                       GP(       ) 3 2
 KM0224  NAVD 88 (08/21/98) 1384.79   (m)         4543.3    (f) LEVELING    3  
 KM0224
 KM0224.Superseded values are not recommended for survey control.
 KM0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0224.See file dsdata.txt to determine how the superseded data were derived.
 KM0224
 KM0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ0657729762(NAD 83)
 KM0224_MARKER: I = METAL ROD
 KM0224_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KM0224_SP_SET: STAINLESS STEEL ROD
 KM0224_STAMPING: D 416 1984
 KM0224_MARK LOGO: NGS   
 KM0224_PROJECTION: FLUSH
 KM0224_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0224_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KM0224+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2005
 KM0224_ROD/PIPE-DEPTH: 6.1  meters
 KM0224
 KM0224  HISTORY     - Date     Condition        Report By
 KM0224  HISTORY     - 1984     MONUMENTED       NGS
 KM0224  HISTORY     - 19980108 GOOD             CODOT
 KM0224  HISTORY     - 20050325 GOOD             GEOCAC
 KM0224
 KM0224                          STATION DESCRIPTION
 KM0224
 KM0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0224'3.4 KM (2.1 MI) NW FROM GRAND JUNCTION.
 KM0224'3.4 KM (2.1 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 50 FROM ITS
 KM0224'JUNCTION WITH U.S. HIGHWAY 6 IN GRAND JUNCTION, 0.2 KM (0.1 MI)
 KM0224'NORTHWEST OF THE INTERSECTION OF REDLANES PARKWAY, 33.6 M (110.2 FT)
 KM0224'SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 KM0224'HIGHWAY, 19.3 M (63.3 FT) SOUTHWEST OF THE CENTER OF THE ON RAMP TO
 KM0224'THE REDLANES PARKWAY, 14.1 M (46.3 FT) SOUTH OF THE SOUTHWEST END OF
 KM0224'THE NORTHWEST HEADWALL OF THE INDEPENDENT RANCHMENS DITCH, 11.3 M
 KM0224'(37.1 FT) NORTHEAST OF THE NEAR RAIL OF THE DENVER AND RIO GRANDE
 KM0224'WESTERN RAILROAD, AND 1.0 M (3.3 FT) NORTHWEST OF A UTILITY POLE.
 KM0224'NOTE--ACCES THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KM0224'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 KM0224'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 KM0224
 KM0224                          STATION RECOVERY (1998)
 KM0224
 KM0224'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (RSC)
 KM0224'THE STATION IS LOCATED ABOUT 5 MI (8.0 KM) SOUTHWEST OF WALKER FIELD,
 KM0224'3 MI (4.8 KM) NORTHWEST OF GRAND JUNCTION AND 2 MI (3.2 KM) SOUTH OF
 KM0224'APPLETON, IN THE SOUTHEAST 1/4 OF SECTION 5, T 1 S, R 1 W.
 KM0224'OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION RIGHT-OF-WAY  TO REACH
 KM0224'THE STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY 6 AND 24 BYPASS
 KM0224'ALSO KNOWN AS NORTH AVENUE, AND U.  S.  HIGHWAY 6 AND 50, GO NORTHWEST
 KM0224'ON U.  S.  HIGHWAY 6 AND 50 FOR 2.0 MI (3.2 KM) TO THE INTERSECTION OF
 KM0224'REDLANDS PARKWAY.  CONTINUE AHEAD, NORTHWEST FOR 0.1 MI (0.2 KM) TO
 KM0224'TRACK ROAD UNDER OFF RAMP ON THE LEFT AND THE STATION NEAR THE
 KM0224'BEGINNING OF THE OFF RAMP AND THE RAILROAD TRACKS  THE MARK IS A PUNCH
 KM0224'HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCLOSED
 KM0224'IN A 5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A CONCRETE COLLAR,
 KM0224'FLUSH WITH THE GROUND.  IT IS 33.6 M (110.2 FT) SOUTHWEST FROM THE
 KM0224'CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY, 19.3 M (63.3
 KM0224'FT) SOUTHWEST FROM THE CENTER OF THE ON RAMP TO THE REDLAND PARKWAY,
 KM0224'14.1 M (46.3 FT) SOUTH FROM THE SOUTHWEST END OF THE NORTHWEST
 KM0224'HEADWALL OF THE INDEPENDENT RANCHMENS DITCH, 11.3 M (37.1 FT)
 KM0224'NORTHEAST FROM THE NEAR RAIL OF THE RAILROAD TRACKS, 0.4 M (1.3 FT)
 KM0224'WEST FROM A WITNESS POST AND 0.25 M (0.82 FT) EAST FROM A WITNESS
 KM0224'POST.
 KM0224
 KM0224                          STATION RECOVERY (2005)
 KM0224
 KM0224'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0626 ***********************************************************************
 JL0626  DESIGNATION -  D 417
 JL0626  PID         -  JL0626
 JL0626  STATE/COUNTY-  CO/OURAY
 JL0626  USGS QUAD   -  DALLAS (1982)
 JL0626
 JL0626                         *CURRENT SURVEY CONTROL
 JL0626  ___________________________________________________________________
 JL0626* NAD 83(1986)-  38 14 19.     (N)    107 44 19.     (W)     SCALED    
 JL0626* NAVD 88     -      2070.342  (meters)    6792.45   (feet)  ADJUSTED  
 JL0626  ___________________________________________________________________
 JL0626  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 JL0626  DYNAMIC HT  -        2067.826 (meters)    6784.19  (feet)  COMP
 JL0626  MODELED GRAV-     979,340.5   (mgal)                       NAVD 88
 JL0626
 JL0626  VERT ORDER  -  FIRST     CLASS II
 JL0626
 JL0626.The horizontal coordinates were scaled from a topographic map and have
 JL0626.an estimated accuracy of +/- 6 seconds.
 JL0626
 JL0626.The orthometric height was determined by differential leveling
 JL0626.and adjusted by the National Geodetic Survey in June 1991..
 JL0626
 JL0626.The geoid height was determined by GEOID03.
 JL0626
 JL0626.The dynamic height is computed by dividing the NAVD 88
 JL0626.geopotential number by the normal gravity value computed on the
 JL0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0626.degrees latitude (g = 980.6199 gals.).
 JL0626
 JL0626.The modeled gravity was interpolated from observed gravity values.
 JL0626
 JL0626;                    North         East    Units  Estimated Accuracy
 JL0626;SPC CO S     -   481,610.      718,440.      MT  (+/- 180 meters Scaled)
 JL0626
 JL0626                          SUPERSEDED SURVEY CONTROL
 JL0626
 JL0626.No superseded survey control is available for this station.
 JL0626
 JL0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC603358(NAD 83)
 JL0626_MARKER: I = METAL ROD
 JL0626_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JL0626+WITH SETTING: INFORMATION.
 JL0626_SP_SET: SHALLOW-SET METAL ROD
 JL0626_STAMPING: D 417 1984
 JL0626_MARK LOGO: NGS   
 JL0626_PROJECTION: FLUSH
 JL0626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0626_ROD/PIPE-DEPTH: 1.6  meters
 JL0626
 JL0626  HISTORY     - Date     Condition        Report By
 JL0626  HISTORY     - 1984     MONUMENTED       NGS
 JL0626  HISTORY     - 19910627 GOOD             USPSQD
 JL0626
 JL0626                          STATION DESCRIPTION
 JL0626
 JL0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0626'28.1 KM (17.45 MI) NORT FROM OURAY.
 JL0626'28.1 KM (17.45 MI) NORTHERLY ALONG U.S. HIGHWAY 550 FROM THE POST
 JL0626'OFFICE IN OURAY, 0.5 KM (0.3 MI) SOUTHEAST OF MILEPOST 111, 2.1 KM
 JL0626'(1.3 MI) NORTHWEST OF THE INTERSECTION OF COUNTY ROAD 8, 142.4 M
 JL0626'(467.2 FT) NORTHWEST OF THE CENTER OF A GATE AND PAVED FIELD ENTRANCE,
 JL0626'28.3 M (92.8 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.4 M
 JL0626'(4.6 FT) SOUTHEAST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS
 JL0626'HAD THROUGH A 5-INCH LOGO CAP.
 JL0626'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 JL0626'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 JL0626
 JL0626                          STATION RECOVERY (1991)
 JL0626
 JL0626'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 JL0626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0369 ***********************************************************************
 LK0369  DESIGNATION -  D 418
 LK0369  PID         -  LK0369
 LK0369  STATE/COUNTY-  CO/MORGAN
 LK0369  USGS QUAD   -  WELDONA (1984)
 LK0369
 LK0369                         *CURRENT SURVEY CONTROL
 LK0369  ___________________________________________________________________
 LK0369* NAD 83(1986)-  40 15 15.     (N)    103 52 49.     (W)     SCALED    
 LK0369* NAVD 88     -      1335.681  (meters)    4382.15   (feet)  ADJUSTED  
 LK0369  ___________________________________________________________________
 LK0369  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 LK0369  DYNAMIC HT  -        1334.600 (meters)    4378.60  (feet)  COMP
 LK0369  MODELED GRAV-     979,769.5   (mgal)                       NAVD 88
 LK0369
 LK0369  VERT ORDER  -  FIRST     CLASS II
 LK0369
 LK0369.The horizontal coordinates were scaled from a topographic map and have
 LK0369.an estimated accuracy of +/- 6 seconds.
 LK0369
 LK0369.The orthometric height was determined by differential leveling
 LK0369.and adjusted by the National Geodetic Survey in June 1991..
 LK0369
 LK0369.The geoid height was determined by GEOID03.
 LK0369
 LK0369.The dynamic height is computed by dividing the NAVD 88
 LK0369.geopotential number by the normal gravity value computed on the
 LK0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0369.degrees latitude (g = 980.6199 gals.).
 LK0369
 LK0369.The modeled gravity was interpolated from observed gravity values.
 LK0369
 LK0369;                    North         East    Units  Estimated Accuracy
 LK0369;SPC CO N     -   408,300.    1,052,190.      MT  (+/- 180 meters Scaled)
 LK0369
 LK0369                          SUPERSEDED SURVEY CONTROL
 LK0369
 LK0369.No superseded survey control is available for this station.
 LK0369
 LK0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE952565(NAD 83)
 LK0369_MARKER: I = METAL ROD
 LK0369_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LK0369_SP_SET: PIER
 LK0369_STAMPING: D 418 1984
 LK0369_MARK LOGO: NGS   
 LK0369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0369
 LK0369  HISTORY     - Date     Condition        Report By
 LK0369  HISTORY     - 1984     MONUMENTED       NGS
 LK0369
 LK0369                          STATION DESCRIPTION
 LK0369
 LK0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LK0369'7.3 KM (4.55 MI) WEST FROM FORT MORGAN.
 LK0369'7.3 KM (4.55 MI) WESTERLY ALONG INTERSTATE HIGHWAY 76 FROM ITS
 LK0369'JUNCTION WITH STATE HIGHWAY 52 IN FORT MORGAN, SET VERTICALLY IN THE
 LK0369'NORTHEAST FACE OF THE MOST NORTHEASTERLY 1 OF 3 COLUMNS OF THE MOST
 LK0369'SOUTHEASTERLY PIER OF U.S. HIGHWAY 34 OVERPASS OF THE HIGHWAY (EXIT
 LK0369'75 B), AND 7.7 M (25.3 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST
 LK0369'BOUND LANES OF THE HIGHWAY.
 LK0369'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0404 ***********************************************************************
 LK0404  DESIGNATION -  D 419
 LK0404  PID         -  LK0404
 LK0404  STATE/COUNTY-  CO/LOGAN
 LK0404  USGS QUAD   -  STERLING SOUTH (1951)
 LK0404
 LK0404                         *CURRENT SURVEY CONTROL
 LK0404  ___________________________________________________________________
 LK0404* NAD 83(1986)-  40 33 46.     (N)    103 14 58.     (W)     SCALED    
 LK0404* NAVD 88     -      1214.642  (meters)    3985.04   (feet)  ADJUSTED  
 LK0404  ___________________________________________________________________
 LK0404  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 LK0404  DYNAMIC HT  -        1213.744 (meters)    3982.09  (feet)  COMP
 LK0404  MODELED GRAV-     979,843.5   (mgal)                       NAVD 88
 LK0404
 LK0404  VERT ORDER  -  FIRST     CLASS II
 LK0404
 LK0404.The horizontal coordinates were scaled from a topographic map and have
 LK0404.an estimated accuracy of +/- 6 seconds.
 LK0404
 LK0404.The orthometric height was determined by differential leveling
 LK0404.and adjusted by the National Geodetic Survey in June 1991..
 LK0404
 LK0404.The geoid height was determined by GEOID03.
 LK0404
 LK0404.The dynamic height is computed by dividing the NAVD 88
 LK0404.geopotential number by the normal gravity value computed on the
 LK0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0404.degrees latitude (g = 980.6199 gals.).
 LK0404
 LK0404.The modeled gravity was interpolated from observed gravity values.
 LK0404
 LK0404;                    North         East    Units  Estimated Accuracy
 LK0404;SPC CO N     -   443,730.    1,104,970.      MT  (+/- 180 meters Scaled)
 LK0404
 LK0404                          SUPERSEDED SURVEY CONTROL
 LK0404
 LK0404.No superseded survey control is available for this station.
 LK0404
 LK0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE481916(NAD 83)
 LK0404_MARKER: I = METAL ROD
 LK0404_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0404_SP_SET: STAINLESS STEEL ROD
 LK0404_STAMPING: D 419 1984
 LK0404_MARK LOGO: NGS   
 LK0404_PROJECTION: FLUSH
 LK0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0404_ROD/PIPE-DEPTH: 15.9 meters
 LK0404
 LK0404  HISTORY     - Date     Condition        Report By
 LK0404  HISTORY     - 1984     MONUMENTED       NGS
 LK0404
 LK0404                          STATION DESCRIPTION
 LK0404
 LK0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LK0404'6.7 KM (4.15 MI) SW FROM STERLING.
 LK0404'6.7 KM (4.15 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 6 FROM ITS
 LK0404'JUNCTION WITH FRONT STREET IN STERLING, 53.9 M (176.8 FT) SOUTHEAST
 LK0404'OF THE CENTERLINE OF TH NORTHEAST BOUND LANES OF THE HIGHWAY, 28.7 M
 LK0404'(94.2 FT) SOUTHEAST OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD,
 LK0404'9.1 M (29.9 FT) NORTH OF THE CENTER OF A DRIVEWAY, 6.8 M (22.3 FT)
 LK0404'NORTHEAST OF THE CENTER OF COUNTY ROAD 18.8, AND 1.1 M (3.6 FT)
 LK0404'SOUTHEAST OF UTILITY POLE NUMBER REA CO-OP S-1 WITH FOUR GUY WIRES.
 LK0404'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LK0404'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 LK0404'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0095 ***********************************************************************
 HM0095  DESIGNATION -  D 42
 HM0095  PID         -  HM0095
 HM0095  STATE/COUNTY-  CO/MONTEZUMA
 HM0095  USGS QUAD   -  MUD CREEK (1979)
 HM0095
 HM0095                         *CURRENT SURVEY CONTROL
 HM0095  ___________________________________________________________________
 HM0095* NAD 83(1986)-  37 19 25.     (N)    108 41 25.     (W)     SCALED    
 HM0095* NAVD 88     -      1747.875  (meters)    5734.49   (feet)  POSTED    
 HM0095  ___________________________________________________________________
 HM0095  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 HM0095  DYNAMIC HT  -        1745.780 (meters)    5727.61  (feet)  COMP
 HM0095  MODELED GRAV-     979,373.1   (mgal)                       NAVD 88
 HM0095
 HM0095  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HM0095
 HM0095.The horizontal coordinates were scaled from a topographic map and have
 HM0095.an estimated accuracy of +/- 6 seconds.
 HM0095
 HM0095.The orthometric height was determined by differential leveling
 HM0095.and adjusted by the National Geodetic Survey in 1992..
 HM0095.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HM0095.rate of 0.0 thru 1.0 mm/km.
 HM0095
 HM0095.The geoid height was determined by GEOID03.
 HM0095
 HM0095.The dynamic height is computed by dividing the NAVD 88
 HM0095.geopotential number by the normal gravity value computed on the
 HM0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0095.degrees latitude (g = 980.6199 gals.).
 HM0095
 HM0095.The modeled gravity was interpolated from observed gravity values.
 HM0095
 HM0095;                    North         East    Units  Estimated Accuracy
 HM0095;SPC CO S     -   382,540.      631,700.      MT  (+/- 180 meters Scaled)
 HM0095
 HM0095                          SUPERSEDED SURVEY CONTROL
 HM0095
 HM0095  NGVD 29 (??/??/92) 1746.820  (m)         5731.03   (f) ADJ UNCH    1 2
 HM0095
 HM0095.Superseded values are not recommended for survey control.
 HM0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0095.See file dsdata.txt to determine how the superseded data were derived.
 HM0095
 HM0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG046332(NAD 83)
 HM0095_MARKER: DB = BENCH MARK DISK
 HM0095_SETTING: 0 = UNSPECIFIED SETTING
 HM0095_STAMPING: D 42 1934
 HM0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0095
 HM0095  HISTORY     - Date     Condition        Report By
 HM0095  HISTORY     - 1934     MONUMENTED       CGS
 HM0095  HISTORY     - 1975     MARK NOT FOUND   USGS
 HM0095
 HM0095                          STATION DESCRIPTION
 HM0095
 HM0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0095'7.32 MI SW FROM CORTEZ.
 HM0095'7.32 MILES S.W. ALONG CORTEZ-BLUFF ROAD.  31 FT. NORTH OF CENTER LINE
 HM0095'OF CORTEZ-BLUFF ROAD 50 YDS. NORTH OF HOME OF L.E.SEARS.
 HM0095
 HM0095                          STATION RECOVERY (1975)
 HM0095
 HM0095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HM0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0150 ***********************************************************************
 KM0150  DESIGNATION -  D 420
 KM0150  PID         -  KM0150
 KM0150  STATE/COUNTY-  CO/RIO BLANCO
 KM0150  USGS QUAD   -  PHILADELPHIA CREEK (1964)
 KM0150
 KM0150                         *CURRENT SURVEY CONTROL
 KM0150  ___________________________________________________________________
 KM0150* NAD 83(1986)-  39 56 12.     (N)    108 45 01.     (W)     SCALED    
 KM0150* NAVD 88     -      1732.560  (meters)    5684.24   (feet)  ADJUSTED  
 KM0150  ___________________________________________________________________
 KM0150  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 KM0150  DYNAMIC HT  -        1730.911 (meters)    5678.83  (feet)  COMP
 KM0150  MODELED GRAV-     979,613.4   (mgal)                       NAVD 88
 KM0150
 KM0150  VERT ORDER  -  FIRST     CLASS II
 KM0150
 KM0150.The horizontal coordinates were scaled from a topographic map and have
 KM0150.an estimated accuracy of +/- 6 seconds.
 KM0150
 KM0150.The orthometric height was determined by differential leveling
 KM0150.and adjusted by the National Geodetic Survey in June 1991..
 KM0150
 KM0150.The geoid height was determined by GEOID03.
 KM0150
 KM0150.The dynamic height is computed by dividing the NAVD 88
 KM0150.geopotential number by the normal gravity value computed on the
 KM0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0150.degrees latitude (g = 980.6199 gals.).
 KM0150
 KM0150.The modeled gravity was interpolated from observed gravity values.
 KM0150
 KM0150;                    North         East    Units  Estimated Accuracy
 KM0150;SPC CO N     -   376,880.      636,660.      MT  (+/- 180 meters Scaled)
 KM0150
 KM0150                          SUPERSEDED SURVEY CONTROL
 KM0150
 KM0150.No superseded survey control is available for this station.
 KM0150
 KM0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK922231(NAD 83)
 KM0150_MARKER: DB = BENCH MARK DISK
 KM0150_SETTING: 66 = SET IN ROCK OUTCROP
 KM0150_SP_SET: ROCK OUTCROP
 KM0150_STAMPING: D 420 1984
 KM0150_MARK LOGO: NGS   
 KM0150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0150
 KM0150  HISTORY     - Date     Condition        Report By
 KM0150  HISTORY     - 1984     MONUMENTED       NGS
 KM0150  HISTORY     - 20060523 MARK NOT FOUND   GEOCAC
 KM0150
 KM0150                          STATION DESCRIPTION
 KM0150
 KM0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0150'20.0 KM (12.4 MI) SOUTH FROM RANGELY.
 KM0150'1.8 KM (1.1 MI) EAST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE IN
 KM0150'RANGELY, THENCE 18.2 KM (11.3 MI) SOUTHERLY ALONG STATE HIGHWAY 139,
 KM0150'IN A 9.0 BY 12.0 FOOT EXPOSED AREA OF OUTCROPPING BEDROCK AT THE BASE
 KM0150'OF A ROCK LEDGE, 3.3 KM (2.05 MI) SOUTHEAST OF THE NORTH DOUGLAS
 KM0150'PUMPING STATION, 200.0 M (656.2 FT) SOUTHEAST OF THE NORTHWEST END OF
 KM0150'THE ROCK LEDGE, 16.2 M (53.1 FT) NORTHEAST OF THE CENTERLINE OF THE
 KM0150'HIGHWAY, AND 2.0 M (6.6 FT) NORTHWEST OF THE SOUTHEAST END AND 1.6 M
 KM0150'(5.2 FT) EAST OF THE WEST END OF THE OUTCROP.
 KM0150'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 KM0150'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 KM0150
 KM0150                          STATION RECOVERY (2006)
 KM0150
 KM0150'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KM0150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0593 ***********************************************************************
 JL0593  DESIGNATION -  D 421
 JL0593  PID         -  JL0593
 JL0593  STATE/COUNTY-  CO/CHAFFEE
 JL0593  USGS QUAD   -  PONCHA PASS (1994)
 JL0593
 JL0593                         *CURRENT SURVEY CONTROL
 JL0593  ___________________________________________________________________
 JL0593* NAD 83(1986)-  38 28 18.     (N)    106 05 29.     (W)     SCALED    
 JL0593* NAVD 88     -      2478.372  (meters)    8131.13   (feet)  ADJUSTED  
 JL0593  ___________________________________________________________________
 JL0593  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 JL0593  DYNAMIC HT  -        2475.167 (meters)    8120.61  (feet)  COMP
 JL0593  MODELED GRAV-     979,246.9   (mgal)                       NAVD 88
 JL0593
 JL0593  VERT ORDER  -  FIRST     CLASS II
 JL0593
 JL0593.The horizontal coordinates were scaled from a topographic map and have
 JL0593.an estimated accuracy of +/- 6 seconds.
 JL0593
 JL0593.The orthometric height was determined by differential leveling
 JL0593.and adjusted by the National Geodetic Survey in June 1991..
 JL0593
 JL0593.The geoid height was determined by GEOID03.
 JL0593
 JL0593.The dynamic height is computed by dividing the NAVD 88
 JL0593.geopotential number by the normal gravity value computed on the
 JL0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0593.degrees latitude (g = 980.6199 gals.).
 JL0593
 JL0593.The modeled gravity was interpolated from observed gravity values.
 JL0593
 JL0593;                    North         East    Units  Estimated Accuracy
 JL0593;SPC CO C     -   375,830.      862,790.      MT  (+/- 180 meters Scaled)
 JL0593
 JL0593                          SUPERSEDED SURVEY CONTROL
 JL0593
 JL0593.No superseded survey control is available for this station.
 JL0593
 JL0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC047587(NAD 83)
 JL0593_MARKER: DB = BENCH MARK DISK
 JL0593_SETTING: 66 = SET IN ROCK OUTCROP
 JL0593_SP_SET: ROCK OUTCROP
 JL0593_STAMPING: D 421 1984
 JL0593_MARK LOGO: NGS   
 JL0593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0593
 JL0593  HISTORY     - Date     Condition        Report By
 JL0593  HISTORY     - 1984     MONUMENTED       NGS
 JL0593
 JL0593                          STATION DESCRIPTION
 JL0593
 JL0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0593'6.0 KM (3.75 MI) SOUTH FROM PONCHA SPRINGS.
 JL0593'6.0 KM (3.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM ITS NORTH
 JL0593'JUNCTION WITH U.S. HIGHWAY 50 IN PONCHA SPRINGS, IN A LARGE EXPOSED
 JL0593'AREA OF BEDROCK IN A HIGHWAY CUT, 0.5 KM (0.3 MI) NORTH OF MILEPOST
 JL0593'123, 27.0 M (88.6 FT) SOUTHWEST OF THE NORTHEAST END OF THE CUT, 13.1
 JL0593'M (43.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 5.4 M
 JL0593'(17.7 FT) NORTH OF A BURIED CABLE WARNING SIGN.
 JL0593'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 JL0593'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0566 ***********************************************************************
 JL0566  DESIGNATION -  D 422
 JL0566  PID         -  JL0566
 JL0566  STATE/COUNTY-  CO/GUNNISON
 JL0566  USGS QUAD   -  PAHLONE PEAK (1967)
 JL0566
 JL0566                         *CURRENT SURVEY CONTROL
 JL0566  ___________________________________________________________________
 JL0566* NAD 83(1986)-  38 29 24.     (N)    106 19 41.     (W)     SCALED    
 JL0566* NAVD 88     -      3392.058  (meters)   11128.78   (feet)  ADJUSTED  
 JL0566  ___________________________________________________________________
 JL0566  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 JL0566  DYNAMIC HT  -        3387.178 (meters)   11112.77  (feet)  COMP
 JL0566  MODELED GRAV-     979,065.4   (mgal)                       NAVD 88
 JL0566
 JL0566  VERT ORDER  -  FIRST     CLASS II
 JL0566
 JL0566.The horizontal coordinates were scaled from a topographic map and have
 JL0566.an estimated accuracy of +/- 6 seconds.
 JL0566
 JL0566.The orthometric height was determined by differential leveling
 JL0566.and adjusted by the National Geodetic Survey in June 1991..
 JL0566
 JL0566.The geoid height was determined by GEOID03.
 JL0566
 JL0566.The dynamic height is computed by dividing the NAVD 88
 JL0566.geopotential number by the normal gravity value computed on the
 JL0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0566.degrees latitude (g = 980.6199 gals.).
 JL0566
 JL0566.The modeled gravity was interpolated from observed gravity values.
 JL0566
 JL0566;                    North         East    Units  Estimated Accuracy
 JL0566;SPC CO C     -   378,030.      842,160.      MT  (+/- 180 meters Scaled)
 JL0566
 JL0566                          SUPERSEDED SURVEY CONTROL
 JL0566
 JL0566.No superseded survey control is available for this station.
 JL0566
 JL0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC841610(NAD 83)
 JL0566_MARKER: DB = BENCH MARK DISK
 JL0566_SETTING: 66 = SET IN ROCK OUTCROP
 JL0566_SP_SET: ROCK OUTCROP
 JL0566_STAMPING: D 422 1984
 JL0566_MARK LOGO: NGS   
 JL0566_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0566+STABILITY: POSITION/ELEVATION WELL
 JL0566
 JL0566  HISTORY     - Date     Condition        Report By
 JL0566  HISTORY     - 1984     MONUMENTED       NGS
 JL0566
 JL0566                          STATION DESCRIPTION
 JL0566
 JL0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0566'29.2 KM (18.15 MI) WEST FROM PONCHA SPRINGS.
 JL0566'29.2 KM (18.15 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS NORTH
 JL0566'JUNCTION WITH U.S. HIGHWAY 285 IN PONCHA SPRINGS, IN A 2 BY 5 FOOT
 JL0566'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 0.9 KM (0.55 MI) SOUTH OF
 JL0566'THE MONARCH PASS SUMMIT, 41.6 M (136.5 FT) SOUTH OF THE NORTH END OF
 JL0566'THE CUT, AND 7.6 M (24.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 JL0566'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JL0566'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0541 ***********************************************************************
 JL0541  DESIGNATION -  D 423
 JL0541  PID         -  JL0541
 JL0541  STATE/COUNTY-  CO/GUNNISON
 JL0541  USGS QUAD   -  DOYLEVILLE (1962)
 JL0541
 JL0541                         *CURRENT SURVEY CONTROL
 JL0541  ___________________________________________________________________
 JL0541* NAD 83(1986)-  38 27 33.     (N)    106 37 30.     (W)     SCALED    
 JL0541* NAVD 88     -      2476.110  (meters)    8123.70   (feet)  ADJUSTED  
 JL0541  ___________________________________________________________________
 JL0541  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 JL0541  DYNAMIC HT  -        2472.968 (meters)    8113.40  (feet)  COMP
 JL0541  MODELED GRAV-     979,270.3   (mgal)                       NAVD 88
 JL0541
 JL0541  VERT ORDER  -  FIRST     CLASS II
 JL0541
 JL0541.The horizontal coordinates were scaled from a topographic map and have
 JL0541.an estimated accuracy of +/- 6 seconds.
 JL0541
 JL0541.The orthometric height was determined by differential leveling
 JL0541.and adjusted by the National Geodetic Survey in June 1991..
 JL0541
 JL0541.The geoid height was determined by GEOID03.
 JL0541
 JL0541.The dynamic height is computed by dividing the NAVD 88
 JL0541.geopotential number by the normal gravity value computed on the
 JL0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0541.degrees latitude (g = 980.6199 gals.).
 JL0541
 JL0541.The modeled gravity was interpolated from observed gravity values.
 JL0541
 JL0541;                    North         East    Units  Estimated Accuracy
 JL0541;SPC CO C     -   374,880.      816,210.      MT  (+/- 180 meters Scaled)
 JL0541
 JL0541                          SUPERSEDED SURVEY CONTROL
 JL0541
 JL0541.No superseded survey control is available for this station.
 JL0541
 JL0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC582580(NAD 83)
 JL0541_MARKER: DB = BENCH MARK DISK
 JL0541_SETTING: 66 = SET IN ROCK OUTCROP
 JL0541_SP_SET: ROCK OUTCROP
 JL0541_STAMPING: D 423 1984
 JL0541_MARK LOGO: NGS   
 JL0541_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0541+STABILITY: POSITION/ELEVATION WELL
 JL0541
 JL0541  HISTORY     - Date     Condition        Report By
 JL0541  HISTORY     - 1984     MONUMENTED       NGS
 JL0541
 JL0541                          STATION DESCRIPTION
 JL0541
 JL0541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0541'29.0 KM (18.0 MI) EAST FROM GUNNISON.
 JL0541'29.0 KM (18.0 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JL0541'WITH STATE HIGHWAY 135 IN GUNNISON, IN THE SOUTHWEST CORNER OF A 3 BY
 JL0541'4 FOOT EXPOSED AREA OF BEDROCK NEAR THE CENTER OF A HIGHWAY CUT,
 JL0541'1.6 KM (1.0 MI) WEST OF THE INTERSECTION OF COUTY ROAD 45, AND 14.3 M
 JL0541'(46.9 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 JL0541'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 JL0541'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0519 ***********************************************************************
 JL0519  DESIGNATION -  D 424
 JL0519  PID         -  JL0519
 JL0519  STATE/COUNTY-  CO/GUNNISON
 JL0519  USGS QUAD   -  BIG MESA (1982)
 JL0519
 JL0519                         *CURRENT SURVEY CONTROL
 JL0519  ___________________________________________________________________
 JL0519* NAD 83(1986)-  38 29 11.     (N)    107 02 59.     (W)     SCALED    
 JL0519* NAVD 88     -      2297.029  (meters)    7536.17   (feet)  ADJUSTED  
 JL0519  ___________________________________________________________________
 JL0519  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 JL0519  DYNAMIC HT  -        2294.244 (meters)    7527.03  (feet)  COMP
 JL0519  MODELED GRAV-     979,333.7   (mgal)                       NAVD 88
 JL0519
 JL0519  VERT ORDER  -  FIRST     CLASS II
 JL0519
 JL0519.The horizontal coordinates were scaled from a topographic map and have
 JL0519.an estimated accuracy of +/- 6 seconds.
 JL0519
 JL0519.The orthometric height was determined by differential leveling
 JL0519.and adjusted by the National Geodetic Survey in June 1991..
 JL0519
 JL0519.The geoid height was determined by GEOID03.
 JL0519
 JL0519.The dynamic height is computed by dividing the NAVD 88
 JL0519.geopotential number by the normal gravity value computed on the
 JL0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0519.degrees latitude (g = 980.6199 gals.).
 JL0519
 JL0519.The modeled gravity was interpolated from observed gravity values.
 JL0519
 JL0519;                    North         East    Units  Estimated Accuracy
 JL0519;SPC CO C     -   378,450.      779,200.      MT  (+/- 180 meters Scaled)
 JL0519
 JL0519                          SUPERSEDED SURVEY CONTROL
 JL0519
 JL0519.No superseded survey control is available for this station.
 JL0519
 JL0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC212617(NAD 83)
 JL0519_MARKER: DB = BENCH MARK DISK
 JL0519_SETTING: 66 = SET IN ROCK OUTCROP
 JL0519_SP_SET: ROCK OUTCROP
 JL0519_STAMPING: D 424 1984
 JL0519_MARK LOGO: NGS   
 JL0519_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0519+STABILITY: POSITION/ELEVATION WELL
 JL0519_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JL0519+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 JL0519
 JL0519  HISTORY     - Date     Condition        Report By
 JL0519  HISTORY     - 1984     MONUMENTED       NGS
 JL0519  HISTORY     - 20040920 GOOD             USPSQD
 JL0519
 JL0519                          STATION DESCRIPTION
 JL0519
 JL0519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0519'13.9 KM (8.65 MI) WEST FROM GUNNISON.
 JL0519'13.9 KM (8.65 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JL0519'WITH STATE HIGHWAY 135 IN GUNNISON, IN THE SOUTHWEST END OF A LARGE
 JL0519'EXPOSED AREA OF OUTCROPPING BEDROCK, NEAR THE SOUTHWEST END OF A SMALL
 JL0519'POND, 1.0 KM (0.6 MI) EAST OF THE INTERSECTION OF STATE HIGHWAY 149,
 JL0519'27.1 M (88.9 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 4.5 M
 JL0519'(14.8 FT) NORTHEAST OF THE EAST END OF A HIGHWAY CUT.
 JL0519'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JL0519'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
 JL0519
 JL0519                          STATION RECOVERY (2004)
 JL0519
 JL0519'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 JL0519'PARTIALLY DIRT COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0494 ***********************************************************************
 JL0494  DESIGNATION -  D 425
 JL0494  PID         -  JL0494
 JL0494  STATE/COUNTY-  CO/GUNNISON
 JL0494  USGS QUAD   -  CURECANTI NEEDLE (1982)
 JL0494
 JL0494                         *CURRENT SURVEY CONTROL
 JL0494  ___________________________________________________________________
 JL0494* NAD 83(1986)-  38 24 54.     (N)    107 24 22.     (W)     SCALED    
 JL0494* NAVD 88     -      2501.656  (meters)    8207.52   (feet)  ADJUSTED  
 JL0494  ___________________________________________________________________
 JL0494  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 JL0494  DYNAMIC HT  -        2498.498 (meters)    8197.16  (feet)  COMP
 JL0494  MODELED GRAV-     979,275.8   (mgal)                       NAVD 88
 JL0494
 JL0494  VERT ORDER  -  FIRST     CLASS II
 JL0494
 JL0494.The horizontal coordinates were scaled from a topographic map and have
 JL0494.an estimated accuracy of +/- 6 seconds.
 JL0494
 JL0494.The orthometric height was determined by differential leveling
 JL0494.and adjusted by the National Geodetic Survey in June 1991..
 JL0494
 JL0494.The geoid height was determined by GEOID03.
 JL0494
 JL0494.The dynamic height is computed by dividing the NAVD 88
 JL0494.geopotential number by the normal gravity value computed on the
 JL0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0494.degrees latitude (g = 980.6199 gals.).
 JL0494
 JL0494.The modeled gravity was interpolated from observed gravity values.
 JL0494
 JL0494;                    North         East    Units  Estimated Accuracy
 JL0494;SPC CO C     -   371,120.      747,940.      MT  (+/- 180 meters Scaled)
 JL0494
 JL0494                          SUPERSEDED SURVEY CONTROL
 JL0494
 JL0494.No superseded survey control is available for this station.
 JL0494
 JL0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC899546(NAD 83)
 JL0494_MARKER: DB = BENCH MARK DISK
 JL0494_SETTING: 66 = SET IN ROCK OUTCROP
 JL0494_SP_SET: ROCK OUTCROP
 JL0494_STAMPING: D 425 1984
 JL0494_MARK LOGO: NGS   
 JL0494_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0494+STABILITY: POSITION/ELEVATION WELL
 JL0494
 JL0494  HISTORY     - Date     Condition        Report By
 JL0494  HISTORY     - 1984     MONUMENTED       NGS
 JL0494
 JL0494                          STATION DESCRIPTION
 JL0494
 JL0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0494'51.9 KM (32.25 MI) EAST FROM MONTROSE.
 JL0494'51.9 KM (32.25 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JL0494'WITH U.S. HIGHWAY 550 IN MONTROSE, IN A LARGE VERTICAL EXPOSED AREA OF
 JL0494'BEDROCK IN A HIGHWAY CUT, 7.8 KM (4.85 MI) WEST OF THE BLUE MESA POINT
 JL0494'POST OFFICE, ACROSS THE HIGHWAY FROM THE SOUTH END OF A HIGHWAY
 JL0494'PULLOUT, 8.9 M (29.2 FT) NORTH OF THE SOUTH END OF THE CUT, AND 4.9 M
 JL0494'(16.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 JL0494'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 JL0494'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0469 ***********************************************************************
 JL0469  DESIGNATION -  D 426
 JL0469  PID         -  JL0469
 JL0469  STATE/COUNTY-  CO/MONTROSE
 JL0469  USGS QUAD   -  CERRO SUMMIT (1982)
 JL0469
 JL0469                         *CURRENT SURVEY CONTROL
 JL0469  ___________________________________________________________________
 JL0469* NAD 83(1986)-  38 29 19.     (N)    107 44 27.     (W)     SCALED    
 JL0469* NAVD 88     -      2004.144  (meters)    6575.26   (feet)  ADJUSTED  
 JL0469  ___________________________________________________________________
 JL0469  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 JL0469  DYNAMIC HT  -        2001.834 (meters)    6567.68  (feet)  COMP
 JL0469  MODELED GRAV-     979,404.6   (mgal)                       NAVD 88
 JL0469
 JL0469  VERT ORDER  -  FIRST     CLASS II
 JL0469
 JL0469.The horizontal coordinates were scaled from a topographic map and have
 JL0469.an estimated accuracy of +/- 6 seconds.
 JL0469
 JL0469.The orthometric height was determined by differential leveling
 JL0469.and adjusted by the National Geodetic Survey in June 1991..
 JL0469
 JL0469.The geoid height was determined by GEOID03.
 JL0469
 JL0469.The dynamic height is computed by dividing the NAVD 88
 JL0469.geopotential number by the normal gravity value computed on the
 JL0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0469.degrees latitude (g = 980.6199 gals.).
 JL0469
 JL0469.The modeled gravity was interpolated from observed gravity values.
 JL0469
 JL0469;                    North         East    Units  Estimated Accuracy
 JL0469;SPC CO S     -   509,360.      718,910.      MT  (+/- 180 meters Scaled)
 JL0469
 JL0469                          SUPERSEDED SURVEY CONTROL
 JL0469
 JL0469.No superseded survey control is available for this station.
 JL0469
 JL0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC609635(NAD 83)
 JL0469_MARKER: I = METAL ROD
 JL0469_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JL0469_SP_SET: STAINLESS STEEL ROD
 JL0469_STAMPING: D 426 1984
 JL0469_MARK LOGO: NGS   
 JL0469_PROJECTION: FLUSH
 JL0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0469+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2004
 JL0469_ROD/PIPE-DEPTH: 3.7  meters
 JL0469
 JL0469  HISTORY     - Date     Condition        Report By
 JL0469  HISTORY     - 1984     MONUMENTED       NGS
 JL0469  HISTORY     - 20040919 GOOD             USPSQD
 JL0469
 JL0469                          STATION DESCRIPTION
 JL0469
 JL0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0469'12.7 KM (7.9 MI) EAST FROM MONTROSE.
 JL0469'12.7 KM (7.9 FT) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH
 JL0469'U.S. HIGHWAY 550 IN MONTROSE, 23.4 M (76.8 FT) WEST OF THE CENTERLINE
 JL0469'OF STATE HIGHWAY 347, 21.2 M (69.6 FT) NORTH OF THE CENTERLINE OF THE
 JL0469'HIGHWAY, 9.5 M (31.2 FT) EAST OF A SIGN (BLACK CANYON OF THE GUNNISON
 JL0469'NATIONAL MONUMENT), AND 0.3 M (1.0 FT) WEST OF UTILITY POLE NUMBER 4.
 JL0469'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 JL0469'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 JL0469'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JL0469
 JL0469                          STATION RECOVERY (2004)
 JL0469
 JL0469'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 JL0469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0201 ***********************************************************************
 KM0201  DESIGNATION -  D 427
 KM0201  PID         -  KM0201
 KM0201  STATE/COUNTY-  CO/MESA
 KM0201  USGS QUAD   -  HIGHLINE LAKE (1968)
 KM0201
 KM0201                         *CURRENT SURVEY CONTROL
 KM0201  ___________________________________________________________________
 KM0201* NAD 83(1986)-  39 19 14.     (N)    108 49 12.     (W)     SCALED    
 KM0201* NAVD 88     -      1477.436  (meters)    4847.22   (feet)  ADJUSTED  
 KM0201  ___________________________________________________________________
 KM0201  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 KM0201  DYNAMIC HT  -        1476.031 (meters)    4842.61  (feet)  COMP
 KM0201  MODELED GRAV-     979,624.5   (mgal)                       NAVD 88
 KM0201
 KM0201  VERT ORDER  -  FIRST     CLASS II
 KM0201
 KM0201.The horizontal coordinates were scaled from a topographic map and have
 KM0201.an estimated accuracy of +/- 6 seconds.
 KM0201
 KM0201.The orthometric height was determined by differential leveling
 KM0201.and adjusted by the National Geodetic Survey in June 1991..
 KM0201
 KM0201.The geoid height was determined by GEOID03.
 KM0201
 KM0201.The dynamic height is computed by dividing the NAVD 88
 KM0201.geopotential number by the normal gravity value computed on the
 KM0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0201.degrees latitude (g = 980.6199 gals.).
 KM0201
 KM0201.The modeled gravity was interpolated from observed gravity values.
 KM0201
 KM0201;                    North         East    Units  Estimated Accuracy
 KM0201;SPC CO C     -   475,130.      628,180.      MT  (+/- 180 meters Scaled)
 KM0201
 KM0201                          SUPERSEDED SURVEY CONTROL
 KM0201
 KM0201.No superseded survey control is available for this station.
 KM0201
 KM0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ879546(NAD 83)
 KM0201_MARKER: I = METAL ROD
 KM0201_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KM0201_SP_SET: STAINLESS STEEL ROD
 KM0201_STAMPING: D 427 1984
 KM0201_MARK LOGO: NGS   
 KM0201_PROJECTION: FLUSH
 KM0201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0201+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2005
 KM0201_ROD/PIPE-DEPTH: 3.7  meters
 KM0201
 KM0201  HISTORY     - Date     Condition        Report By
 KM0201  HISTORY     - 1984     MONUMENTED       NGS
 KM0201  HISTORY     - 20050604 GOOD             GEOCAC
 KM0201
 KM0201                          STATION DESCRIPTION
 KM0201
 KM0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0201'13.9 KM (8.65 MI) NORTH FROM LOMA.
 KM0201'13.9 KM (8.65 MI) NORTHERLY ALONG STATE HIGHWAY 139 FROM THE POST
 KM0201'OFFICE IN LOMA, 5.1 KM (3.15 MI) SOUTH OF THE MESA-GARFIELD COUNTY
 KM0201'LINE, 36.6 M (120.1 FT) SOUTHWEST OF MILEPOST 10, AND 25.2 M (82.7 FT)
 KM0201'WEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS
 KM0201'HAD THROUGH A 5-INCH LOGO CAP.
 KM0201'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 KM0201'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 KM0201
 KM0201                          STATION RECOVERY (2005)
 KM0201
 KM0201'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0213 ***********************************************************************
 KM0213  DESIGNATION -  D 428
 KM0213  PID         -  KM0213
 KM0213  STATE/COUNTY-  CO/MESA
 KM0213  USGS QUAD   -  CLIFTON (1973)
 KM0213
 KM0213                         *CURRENT SURVEY CONTROL
 KM0213  ___________________________________________________________________
 KM0213* NAD 83(1986)-  39 00 37.     (N)    108 28 05.     (W)     SCALED    
 KM0213* NAVD 88     -      1472.461  (meters)    4830.90   (feet)  ADJUSTED  
 KM0213  ___________________________________________________________________
 KM0213  GEOID HEIGHT-         -16.74  (meters)                     GEOID03
 KM0213  DYNAMIC HT  -        1471.033 (meters)    4826.21  (feet)  COMP
 KM0213  MODELED GRAV-     979,606.7   (mgal)                       NAVD 88
 KM0213
 KM0213  VERT ORDER  -  FIRST     CLASS II
 KM0213
 KM0213.The horizontal coordinates were scaled from a topographic map and have
 KM0213.an estimated accuracy of +/- 6 seconds.
 KM0213
 KM0213.The orthometric height was determined by differential leveling
 KM0213.and adjusted by the National Geodetic Survey in June 1991..
 KM0213
 KM0213.The geoid height was determined by GEOID03.
 KM0213
 KM0213.The dynamic height is computed by dividing the NAVD 88
 KM0213.geopotential number by the normal gravity value computed on the
 KM0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0213.degrees latitude (g = 980.6199 gals.).
 KM0213
 KM0213.The modeled gravity was interpolated from observed gravity values.
 KM0213
 KM0213;                    North         East    Units  Estimated Accuracy
 KM0213;SPC CO C     -   439,650.      657,390.      MT  (+/- 180 meters Scaled)
 KM0213
 KM0213                          SUPERSEDED SURVEY CONTROL
 KM0213
 KM0213.No superseded survey control is available for this station.
 KM0213
 KM0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ192209(NAD 83)
 KM0213_MARKER: I = METAL ROD
 KM0213_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KM0213_SP_SET: STAINLESS STEEL ROD
 KM0213_STAMPING: D 428 1984
 KM0213_MARK LOGO: NGS   
 KM0213_PROJECTION: FLUSH
 KM0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0213_ROD/PIPE-DEPTH: 4.3  meters
 KM0213
 KM0213  HISTORY     - Date     Condition        Report By
 KM0213  HISTORY     - 1984     MONUMENTED       NGS
 KM0213
 KM0213                          STATION DESCRIPTION
 KM0213
 KM0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0213'13.5 KM (8.4 MI) SE FROM GRAND JUNCTION.
 KM0213'13.5 KM (8.4 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 50 FROM ITS
 KM0213'JUNCTION WITH U.S. HIGHWAY 6 IN GRAND JUNCTION, 0.7 KM (0.45 MI)
 KM0213'SOUTHEAST OF THE INTERSECTION OF STATE HIGHWAY 146, 53.3 M (174.9 FT)
 KM0213'NORTHWEST OF MILEPOST 39, 25.1 M (82.3 FT) SOUTHWEST OF THE
 KM0213'CENTERLINE OF THE HIGHWAY, AND 5.5 M (18.0 FT) NORTHWEST OF THE
 KM0213'CENTER OF A GATE AND FIELD ENTRANCE.  NOTE--ACCESS TO DATUM POINT IS
 KM0213'HAD THROUGH A 5-INCH LOGO CAP.
 KM0213'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 KM0213'THE MARK IS 1.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0361 ***********************************************************************
 JM0361  DESIGNATION -  D 429
 JM0361  PID         -  JM0361
 JM0361  STATE/COUNTY-  CO/DELTA
 JM0361  USGS QUAD   -  DOMINGUEZ (1969)
 JM0361
 JM0361                         *CURRENT SURVEY CONTROL
 JM0361  ___________________________________________________________________
 JM0361* NAD 83(1992)-  38 48 57.54123(N)    108 17 47.24285(W)     ADJUSTED  
 JM0361* NAVD 88     -      1598.607  (meters)    5244.76   (feet)  ADJUSTED  
 JM0361  ___________________________________________________________________
 JM0361  X           -  -1,562,570.750 (meters)                     COMP
 JM0361  Y           -  -4,725,757.885 (meters)                     COMP
 JM0361  Z           -   3,977,412.192 (meters)                     COMP
 JM0361  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 JM0361  ELLIP HEIGHT-        1581.93  (meters)          (12/03/02) GPS OBS
 JM0361  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 JM0361  DYNAMIC HT  -        1596.988 (meters)    5239.45  (feet)  COMP
 JM0361  MODELED GRAV-     979,559.0   (mgal)                       NAVD 88
 JM0361
 JM0361  HORZ ORDER  -  FIRST
 JM0361  VERT ORDER  -  FIRST     CLASS II
 JM0361  ELLP ORDER  -  FOURTH    CLASS II
 JM0361
 JM0361.The horizontal coordinates were established by GPS observations
 JM0361.and adjusted by the National Geodetic Survey in June 1996..
 JM0361
 JM0361.The orthometric height was determined by differential leveling
 JM0361.and adjusted by the National Geodetic Survey in June 1991..
 JM0361
 JM0361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JM0361
 JM0361.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0361
 JM0361.The ellipsoidal height was determined by GPS observations
 JM0361.and is referenced to NAD 83.
 JM0361
 JM0361.The geoid height was determined by GEOID03.
 JM0361
 JM0361.The dynamic height is computed by dividing the NAVD 88
 JM0361.geopotential number by the normal gravity value computed on the
 JM0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0361.degrees latitude (g = 980.6199 gals.).
 JM0361
 JM0361.The modeled gravity was interpolated from observed gravity values.
 JM0361
 JM0361;                    North         East     Units Scale Factor Converg.
 JM0361;SPC CO C     -   417,619.258   671,579.580   MT  0.99994822   -1 45 49.3
 JM0361;SPC CO C     - 1,370,139.18  2,203,340.67   sFT  0.99994822   -1 45 49.3
 JM0361;UTM  12      - 4,299,829.141   734,728.606   MT  1.00027852   +1 41 43.5
 JM0361
 JM0361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0361!SPC CO C     -   0.99975186  x   0.99994822  =   0.99970009
 JM0361!UTM  12      -   0.99975186  x   1.00027852  =   1.00003031
 JM0361
 JM0361                          SUPERSEDED SURVEY CONTROL
 JM0361
 JM0361  ELLIP H (06/19/96) 1581.99   (m)                       GP(       ) 3 1
 JM0361  NAVD 88 (06/19/96) 1598.61   (m)         5244.8    (f) LEVELING    3  
 JM0361
 JM0361.Superseded values are not recommended for survey control.
 JM0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0361.See file dsdata.txt to determine how the superseded data were derived.
 JM0361
 JM0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH3472999829(NAD 83)
 JM0361_MARKER: I = METAL ROD
 JM0361_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JM0361+WITH SETTING: INFORMATION.
 JM0361_SP_SET: SHALLOW-SET METAL ROD
 JM0361_STAMPING: D 429 1984
 JM0361_MARK LOGO: NGS   
 JM0361_PROJECTION: FLUSH
 JM0361_MAGNETIC: I = MARKER IS A STEEL ROD
 JM0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JM0361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0361+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2005
 JM0361_ROD/PIPE-DEPTH: 1.5  meters
 JM0361
 JM0361  HISTORY     - Date     Condition        Report By
 JM0361  HISTORY     - 1984     MONUMENTED       NGS
 JM0361  HISTORY     - 19950727 GOOD             CODOT
 JM0361  HISTORY     - 20050310 GOOD             GEOCAC
 JM0361
 JM0361                          STATION DESCRIPTION
 JM0361
 JM0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JM0361'24.3 KM (15.1 MI) NW FROM DELTA.
 JM0361'24.3 KM (15.1 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 50 FROM ITS
 JM0361'JUNCTION WITH STATE HIGHWAY 92 IN DELTA, 4.3 KM (2.65 MI) SOUTHEAST
 JM0361'OF THE DELTA-MESA COUNTY LINE, 1.5 KM (0.95 MI) SOUTHEAST OF A SMALL
 JM0361'HIGHWAY BRIDGE, 40.6 M (133.2 FT) WEST OF THE CENTERLINE OF THE
 JM0361'SOUTHEAST BOUND LANES OF THE HIGHWAY, AND 9.9 M (32.5 FT) SOUTH OF
 JM0361'THE CENTERLINE OF A PAVED ROAD LEADING SOUTHWEST TO A REST AREA.
 JM0361'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JM0361'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 JM0361'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JM0361
 JM0361                          STATION RECOVERY (1995)
 JM0361
 JM0361'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (LJ)
 JM0361'THE STATION IS LOCATED ABOUT 15.1 MI (24.3 KM) NORTHWEST OF DELTA, 0.5
 JM0361'MI (0.8 KM) NORTH OF WELLS GULCH AND AT A REST AREA ON THE WEST SIDE
 JM0361'OF THE ROAD, IN THE NORTHEAST 1/4 OF SECTION 18, T 4 S, R 3 E, AT U.
 JM0361'S.  HIGHWAY 50 MILEPOST 55.65.  OWNERSHIP--COLORADO DEPT.  OF
 JM0361'TRANSPORTATION RIGHT-OF-WAY.  TO REACH THE STATION FROM THE
 JM0361'INTERSECTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY 92 IN DELTA, GO
 JM0361'NORTHWESTERLY ON U.S. HIGHWAY 50 FOR 15.1 MI (24.3 KM) TO THE STATION
 JM0361'ON THE LEFT.  THE STATION IS A PUNCH MARK TOP CENTER ON A STAINLESS
 JM0361'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 5-INCH PVC PIPE WITH A LOGO
 JM0361'CAP SET IN A 0.7 M (2.3 FT) CONCRETE COLLAR FLUSH WITH THE GROUND.  IT
 JM0361'IS 44.8 M (147.0 FT) SOUTHWEST OF THE CENTER OF HIGHWAY PROJECT SIGN
 JM0361'STAMPED--C 18-0006-14 AND F 019-1 (5) , 14.7 M (48.2 FT) WEST OF THE
 JM0361'CENTER LINE OF U.S. HIGHWAY 50, 9.4 M (30.8 FT) SOUTH-SOUTHEAST OF THE
 JM0361'CENTER LINE OF THE ROAD TO THE REST AREA, 0.3 M (1.0 FT)
 JM0361'EAST-NORTHEAST OF A WITNESS POST AND ABOUT 1 M (3.3 FT) BELOW THE
 JM0361'HIGHWAY.
 JM0361
 JM0361                          STATION RECOVERY (2005)
 JM0361
 JM0361'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 JM0361'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0620 ***********************************************************************
 JL0620  DESIGNATION -  D 430
 JL0620  PID         -  JL0620
 JL0620  STATE/COUNTY-  CO/OURAY
 JL0620  USGS QUAD   -  DALLAS (1982)
 JL0620
 JL0620                         *CURRENT SURVEY CONTROL
 JL0620  ___________________________________________________________________
 JL0620* NAD 83(1986)-  38 08 40.     (N)    107 44 29.     (W)     SCALED    
 JL0620* NAVD 88     -      2136.719  (meters)    7010.22   (feet)  ADJUSTED  
 JL0620  ___________________________________________________________________
 JL0620  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 JL0620  DYNAMIC HT  -        2134.054 (meters)    7001.48  (feet)  COMP
 JL0620  MODELED GRAV-     979,306.2   (mgal)                       NAVD 88
 JL0620
 JL0620  VERT ORDER  -  FIRST     CLASS II
 JL0620
 JL0620.The horizontal coordinates were scaled from a topographic map and have
 JL0620.an estimated accuracy of +/- 6 seconds.
 JL0620
 JL0620.The orthometric height was determined by differential leveling
 JL0620.and adjusted by the National Geodetic Survey in June 1991..
 JL0620
 JL0620.The geoid height was determined by GEOID03.
 JL0620
 JL0620.The dynamic height is computed by dividing the NAVD 88
 JL0620.geopotential number by the normal gravity value computed on the
 JL0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0620.degrees latitude (g = 980.6199 gals.).
 JL0620
 JL0620.The modeled gravity was interpolated from observed gravity values.
 JL0620
 JL0620;                    North         East    Units  Estimated Accuracy
 JL0620;SPC CO S     -   471,170.      717,950.      MT  (+/- 180 meters Scaled)
 JL0620
 JL0620                          SUPERSEDED SURVEY CONTROL
 JL0620
 JL0620.No superseded survey control is available for this station.
 JL0620
 JL0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC597253(NAD 83)
 JL0620_MARKER: I = METAL ROD
 JL0620_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JL0620_SP_SET: STAINLESS STEEL ROD
 JL0620_STAMPING: D 430 1984
 JL0620_MARK LOGO: NGS   
 JL0620_PROJECTION: FLUSH
 JL0620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0620_ROD/PIPE-DEPTH: 9.8  meters
 JL0620
 JL0620  HISTORY     - Date     Condition        Report By
 JL0620  HISTORY     - 1984     MONUMENTED       NGS
 JL0620  HISTORY     - 19910627 GOOD             USPSQD
 JL0620
 JL0620                          STATION DESCRIPTION
 JL0620
 JL0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0620'15.8 KM (9.8 MI) NORTH FROM OURAY.
 JL0620'15.8 KM (9.8 MI) NORTHERLY ALONG U.S. HIGHWAY 550 FROM THE POST OFFICE
 JL0620'IN OURAY, 1.0 KM (0.6 MI) SOUTH OF THE INTERSECTION OF STATE HIGHWAY
 JL0620'62, 18.3 M (60.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 9.6 M
 JL0620'(31.5 FT) SOUTHEAST OF THE CENTER OF A DIRT ROAD LEADING WEST TO
 JL0620'ABBOTT READY MIX, AND 0.3 M (1.0 FT) NORTHEAST OF A FENCE.
 JL0620'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JL0620'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 JL0620'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 JL0620
 JL0620                          STATION RECOVERY (1991)
 JL0620
 JL0620'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 JL0620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0952 ***********************************************************************
 JK0952  DESIGNATION -  D 431
 JK0952  PID         -  JK0952
 JK0952  STATE/COUNTY-  CO/FREMONT
 JK0952  USGS QUAD   -  ROYAL GORGE (1994)
 JK0952
 JK0952                         *CURRENT SURVEY CONTROL
 JK0952  ___________________________________________________________________
 JK0952* NAD 83(1986)-  38 26 19.     (N)    105 15 14.     (W)     SCALED    
 JK0952* NAVD 88     -      1641.782  (meters)    5386.41   (feet)  ADJUSTED  
 JK0952  ___________________________________________________________________
 JK0952  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 JK0952  DYNAMIC HT  -        1639.984 (meters)    5380.51  (feet)  COMP
 JK0952  MODELED GRAV-     979,476.7   (mgal)                       NAVD 88
 JK0952
 JK0952  VERT ORDER  -  FIRST     CLASS II
 JK0952
 JK0952.The horizontal coordinates were scaled from a topographic map and have
 JK0952.an estimated accuracy of +/- 6 seconds.
 JK0952
 JK0952.The orthometric height was determined by differential leveling
 JK0952.and adjusted by the National Geodetic Survey in June 1991..
 JK0952
 JK0952.The geoid height was determined by GEOID03.
 JK0952
 JK0952.The dynamic height is computed by dividing the NAVD 88
 JK0952.geopotential number by the normal gravity value computed on the
 JK0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0952.degrees latitude (g = 980.6199 gals.).
 JK0952
 JK0952.The modeled gravity was interpolated from observed gravity values.
 JK0952
 JK0952;                    North         East    Units  Estimated Accuracy
 JK0952;SPC CO C     -   372,020.      935,890.      MT  (+/- 180 meters Scaled)
 JK0952
 JK0952                          SUPERSEDED SURVEY CONTROL
 JK0952
 JK0952.No superseded survey control is available for this station.
 JK0952
 JK0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC778545(NAD 83)
 JK0952_MARKER: DB = BENCH MARK DISK
 JK0952_SETTING: 66 = SET IN ROCK OUTCROP
 JK0952_SP_SET: ROCK OUTCROP
 JK0952_STAMPING: D 431 1984
 JK0952_MARK LOGO: NGS   
 JK0952_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0952+STABILITY: POSITION/ELEVATION WELL
 JK0952
 JK0952  HISTORY     - Date     Condition        Report By
 JK0952  HISTORY     - 1984     MONUMENTED       NGS
 JK0952
 JK0952                          STATION DESCRIPTION
 JK0952
 JK0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0952'2.2 KM (1.35 MI) WEST FROM CANON CITY.
 JK0952'2.2 KM (1.35 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JK0952'WITH STATE HIGHWAY 115 IN CANON CITY, NEAR THE BASE OF A 25 BY 125
 JK0952'FOOT VERTICAL ROCK LEDGE, 0.2 KM (0.1 MI) NORTH OF THE INTERSECTION
 JK0952'OF A GRAVELED ROAD LEADING WEST, 82.3 M (270.0 FT) NORTH OF A UTILITY
 JK0952'POLE WITH THREE GUY WIRES, 39.0 M (128.0 FT) EAST OF THE CENTERLINE
 JK0952'OF THE NORTH BOUND LANES OF THE HIGHWAY, 6.0 M (19.7 FT) NORTH OF THE
 JK0952'SOUTH END OF THE LEDGE, AND 1.0 M (3.3 FT) ABOVE THE GROUND.
 JK0952'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 JK0952'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0684 ***********************************************************************
 JJ0684  DESIGNATION -  D 432
 JJ0684  PID         -  JJ0684
 JJ0684  STATE/COUNTY-  CO/OTERO
 JJ0684  USGS QUAD   -  CHERAW (1979)
 JJ0684
 JJ0684                         *CURRENT SURVEY CONTROL
 JJ0684  ___________________________________________________________________
 JJ0684* NAD 83(1986)-  38 00 03.     (N)    103 31 52.     (W)     SCALED    
 JJ0684* NAVD 88     -      1234.287  (meters)    4049.49   (feet)  ADJUSTED  
 JJ0684  ___________________________________________________________________
 JJ0684  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 JJ0684  DYNAMIC HT  -        1233.041 (meters)    4045.40  (feet)  COMP
 JJ0684  MODELED GRAV-     979,577.6   (mgal)                       NAVD 88
 JJ0684
 JJ0684  VERT ORDER  -  FIRST     CLASS II
 JJ0684
 JJ0684.The horizontal coordinates were scaled from a topographic map and have
 JJ0684.an estimated accuracy of +/- 6 seconds.
 JJ0684
 JJ0684.The orthometric height was determined by differential leveling
 JJ0684.and adjusted by the National Geodetic Survey in June 1991..
 JJ0684
 JJ0684.The geoid height was determined by GEOID03.
 JJ0684
 JJ0684.The dynamic height is computed by dividing the NAVD 88
 JJ0684.geopotential number by the normal gravity value computed on the
 JJ0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0684.degrees latitude (g = 980.6199 gals.).
 JJ0684
 JJ0684.The modeled gravity was interpolated from observed gravity values.
 JJ0684
 JJ0684;                    North         East    Units  Estimated Accuracy
 JJ0684;SPC CO S     -   454,700.    1,087,310.      MT  (+/- 180 meters Scaled)
 JJ0684
 JJ0684                          SUPERSEDED SURVEY CONTROL
 JJ0684
 JJ0684.No superseded survey control is available for this station.
 JJ0684
 JJ0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC289069(NAD 83)
 JJ0684_MARKER: I = METAL ROD
 JJ0684_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JJ0684_SP_SET: STAINLESS STEEL ROD
 JJ0684_STAMPING: D 432 1985
 JJ0684_MARK LOGO: NGS   
 JJ0684_PROJECTION: FLUSH
 JJ0684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0684_ROD/PIPE-DEPTH: 10.7 meters
 JJ0684
 JJ0684  HISTORY     - Date     Condition        Report By
 JJ0684  HISTORY     - 1985     MONUMENTED       NGS
 JJ0684
 JJ0684                          STATION DESCRIPTION
 JJ0684
 JJ0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JJ0684'IN LA JUNTA.
 JJ0684'IN LA JUNTA, AT THE INTERSECTION OF MAIN AND GILPIN STREETS, 69.5 M
 JJ0684'(228.0 FT) NORTH OF THE EXTENDED CENTER OF THE STREET, 30.8 M
 JJ0684'(101.0 FT) EAST OF THE CENTERLINE OF THE STREET, 27.4 M (89.9 FT)
 JJ0684'NORTH OF THE NORTHWEST CORNER OF NORTH LA JUNTA SCHOOL, 2.4 M (7.9 FT)
 JJ0684'SOUTH OF THE CENTER OF AN ENTRANCE GATE TO A SCHOOL PLAYGROUND, AND
 JJ0684'0.5 M (1.5 FT) SOUTH OF A UTILITY POLE.  NOTE--ACCESS TO THE DATUM
 JJ0684'POINT IS THROUGH A 5-INCH LOGO CAP.
 JJ0684'THE MARK IS 0.1 METERS  W FROM  A WITNESS POST AND FENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0666 ***********************************************************************
 JJ0666  DESIGNATION -  D 433
 JJ0666  PID         -  JJ0666
 JJ0666  STATE/COUNTY-  CO/BENT
 JJ0666  USGS QUAD   -  PROWERS (1953)
 JJ0666
 JJ0666                         *CURRENT SURVEY CONTROL
 JJ0666  ___________________________________________________________________
 JJ0666* NAD 83(1986)-  38 04 42.     (N)    102 48 04.     (W)     SCALED    
 JJ0666* NAVD 88     -      1128.380  (meters)    3702.03   (feet)  ADJUSTED  
 JJ0666  ___________________________________________________________________
 JJ0666  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 JJ0666  DYNAMIC HT  -        1127.298 (meters)    3698.48  (feet)  COMP
 JJ0666  MODELED GRAV-     979,631.3   (mgal)                       NAVD 88
 JJ0666
 JJ0666  VERT ORDER  -  FIRST     CLASS II
 JJ0666
 JJ0666.The horizontal coordinates were scaled from a topographic map and have
 JJ0666.an estimated accuracy of +/- 6 seconds.
 JJ0666
 JJ0666.The orthometric height was determined by differential leveling
 JJ0666.and adjusted by the National Geodetic Survey in June 1991..
 JJ0666
 JJ0666.The geoid height was determined by GEOID03.
 JJ0666
 JJ0666.The dynamic height is computed by dividing the NAVD 88
 JJ0666.geopotential number by the normal gravity value computed on the
 JJ0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0666.degrees latitude (g = 980.6199 gals.).
 JJ0666
 JJ0666.The modeled gravity was interpolated from observed gravity values.
 JJ0666
 JJ0666;                    North         East    Units  Estimated Accuracy
 JJ0666;SPC CO S     -   464,900.    1,151,160.      MT  (+/- 180 meters Scaled)
 JJ0666
 JJ0666                          SUPERSEDED SURVEY CONTROL
 JJ0666
 JJ0666.No superseded survey control is available for this station.
 JJ0666
 JJ0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC928167(NAD 83)
 JJ0666_MARKER: I = METAL ROD
 JJ0666_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JJ0666_SP_SET: STAINLESS STEEL ROD
 JJ0666_STAMPING: D 433 1985
 JJ0666_MARK LOGO: NGS   
 JJ0666_PROJECTION: FLUSH
 JJ0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0666_ROD/PIPE-DEPTH: 6.1  meters
 JJ0666
 JJ0666  HISTORY     - Date     Condition        Report By
 JJ0666  HISTORY     - 1985     MONUMENTED       NGS
 JJ0666
 JJ0666                          STATION DESCRIPTION
 JJ0666
 JJ0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JJ0666'16.4 KM (10.2 MI) WEST FROM LAMAR.
 JJ0666'16.4 KM (10.2 MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 JJ0666'STATION IN LAMAR, 26.5 M (86.9 FT) SOUTHEAST OF THE NEAR RAIL, 17.4 M
 JJ0666'(57.1 FT) SOUTH OF THE CENTER OF COUNTY ROAD HH, 6.1 M (20.0 FT) WEST
 JJ0666'OF THE CENTER OF A TRACK ROAD LEADING SOUTH, AND 0.5 M (1.6 FT)
 JJ0666'SOUTHEAST OF A UTILITY POLE.  NOTE--ACCESS TO THE DATUM POINT IS
 JJ0666'THROUGH A 5-INCH LOGO CAP.
 JJ0666'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JJ0666'THE MARK IS 2.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0697 ***********************************************************************
 JJ0697  DESIGNATION -  D 434
 JJ0697  PID         -  JJ0697
 JJ0697  STATE/COUNTY-  CO/OTERO
 JJ0697  USGS QUAD   -  ELDER (1954)
 JJ0697
 JJ0697                         *CURRENT SURVEY CONTROL
 JJ0697  ___________________________________________________________________
 JJ0697* NAD 83(1986)-  38 07 24.     (N)    103 57 53.     (W)     SCALED    
 JJ0697* NAVD 88     -      1312.214  (meters)    4305.16   (feet)  ADJUSTED  
 JJ0697  ___________________________________________________________________
 JJ0697  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 JJ0697  DYNAMIC HT  -        1310.880 (meters)    4300.78  (feet)  COMP
 JJ0697  MODELED GRAV-     979,567.8   (mgal)                       NAVD 88
 JJ0697
 JJ0697  VERT ORDER  -  FIRST     CLASS II
 JJ0697
 JJ0697.The horizontal coordinates were scaled from a topographic map and have
 JJ0697.an estimated accuracy of +/- 6 seconds.
 JJ0697
 JJ0697.The orthometric height was determined by differential leveling
 JJ0697.and adjusted by the National Geodetic Survey in June 1991..
 JJ0697
 JJ0697.The geoid height was determined by GEOID03.
 JJ0697
 JJ0697.The dynamic height is computed by dividing the NAVD 88
 JJ0697.geopotential number by the normal gravity value computed on the
 JJ0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0697.degrees latitude (g = 980.6199 gals.).
 JJ0697
 JJ0697.The modeled gravity was interpolated from observed gravity values.
 JJ0697
 JJ0697;                    North         East    Units  Estimated Accuracy
 JJ0697;SPC CO S     -   467,580.    1,049,010.      MT  (+/- 180 meters Scaled)
 JJ0697
 JJ0697                          SUPERSEDED SURVEY CONTROL
 JJ0697
 JJ0697.No superseded survey control is available for this station.
 JJ0697
 JJ0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC907200(NAD 83)
 JJ0697_MARKER: I = METAL ROD
 JJ0697_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JJ0697_SP_SET: STAINLESS STEEL ROD
 JJ0697_STAMPING: D 434 1985
 JJ0697_MARK LOGO: NGS   
 JJ0697_PROJECTION: FLUSH
 JJ0697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0697_ROD/PIPE-DEPTH: 12.5 meters
 JJ0697
 JJ0697  HISTORY     - Date     Condition        Report By
 JJ0697  HISTORY     - 1985     MONUMENTED       NGS
 JJ0697
 JJ0697                          STATION DESCRIPTION
 JJ0697
 JJ0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JJ0697'23.2 KM (14.4 MI) WEST FROM ROCKY FORD.
 JJ0697'23.2 KM (14.4 MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 JJ0697'STATION IN ROCKY FORD, 0.2 KM (0.1 MI) SOUTHEAST OF THE INTERSECTION
 JJ0697'OF COUNTY ROAD 6, 77.7 M (254.9 FT) SOUTHEAST OF RAILROAD SIGNAL
 JJ0697'NUMBER 5791, 15.2 M (49.9 FT) SOUTHWEST OF THE NEAR RAIL, 9.6 M (31.5
 JJ0697'FT) NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 50, AND 1.0 M (3.3 FT)
 JJ0697'SOUTHEAST OF UTILITY POLE NUMBER 980.  NOTE--ACCESS TO DATUM POINT IS
 JJ0697'HAD THROUGH A 5-INCH LOGO CAP.
 JJ0697'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 JJ0697'THE MARK IS 0.4 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0225 ***********************************************************************
 HJ0225  CBN         -  This is a Cooperative Base Network Control Station.
 HJ0225  DESIGNATION -  D 435
 HJ0225  PID         -  HJ0225
 HJ0225  STATE/COUNTY-  CO/BACA
 HJ0225  USGS QUAD   -  CAMPO (1978)
 HJ0225
 HJ0225                         *CURRENT SURVEY CONTROL
 HJ0225  ___________________________________________________________________
 HJ0225* NAD 83(1992)-  37 04 48.00118(N)    102 34 44.34188(W)     ADJUSTED  
 HJ0225* NAVD 88     -      1317.339  (meters)    4321.97   (feet)  ADJUSTED  
 HJ0225  ___________________________________________________________________
 HJ0225  X           -  -1,109,763.408 (meters)                     COMP
 HJ0225  Y           -  -4,973,364.307 (meters)                     COMP
 HJ0225  Z           -   3,825,260.078 (meters)                     COMP
 HJ0225  LAPLACE CORR-          -4.64  (seconds)                    DEFLEC99
 HJ0225  ELLIP HEIGHT-        1293.88  (meters)          (10/21/02) GPS OBS
 HJ0225  GEOID HEIGHT-         -23.46  (meters)                     GEOID03
 HJ0225  DYNAMIC HT  -        1315.907 (meters)    4317.27  (feet)  COMP
 HJ0225  MODELED GRAV-     979,498.2   (mgal)                       NAVD 88
 HJ0225
 HJ0225  HORZ ORDER  -  B
 HJ0225  VERT ORDER  -  FIRST     CLASS II
 HJ0225  ELLP ORDER  -  FOURTH    CLASS II
 HJ0225
 HJ0225.The horizontal coordinates were established by GPS observations
 HJ0225.and adjusted by the National Geodetic Survey in May 1992..
 HJ0225
 HJ0225.The orthometric height was determined by differential leveling
 HJ0225.and adjusted by the National Geodetic Survey in June 1991..
 HJ0225
 HJ0225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HJ0225
 HJ0225.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0225
 HJ0225.The ellipsoidal height was determined by GPS observations
 HJ0225.and is referenced to NAD 83.
 HJ0225
 HJ0225.The geoid height was determined by GEOID03.
 HJ0225
 HJ0225.The dynamic height is computed by dividing the NAVD 88
 HJ0225.geopotential number by the normal gravity value computed on the
 HJ0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0225.degrees latitude (g = 980.6199 gals.).
 HJ0225
 HJ0225.The modeled gravity was interpolated from observed gravity values.
 HJ0225
 HJ0225;                    North         East     Units Scale Factor Converg.
 HJ0225;SPC CO S     -   354,735.227 1,174,099.526   MT  1.00003137   +1 47 30.1
 HJ0225;SPC CO S     - 1,163,827.16  3,852,024.86   sFT  1.00003137   +1 47 30.1
 HJ0225;UTM  13      - 4,106,489.399   715,204.247   MT  1.00017056   +1 27 36.9
 HJ0225
 HJ0225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0225!SPC CO S     -   0.99979699  x   1.00003137  =   0.99982836
 HJ0225!UTM  13      -   0.99979699  x   1.00017056  =   0.99996752
 HJ0225
 HJ0225                          SUPERSEDED SURVEY CONTROL
 HJ0225
 HJ0225  NAD 83(1986)-  37 04 47.99899(N)    102 34 44.32928(W) AD(       ) 3
 HJ0225  ELLIP H (05/26/92) 1293.89   (m)                       GP(       ) 4 1
 HJ0225  NAVD 88 (05/26/92) 1317.34   (m)         4322.0    (f) LEVELING    3  
 HJ0225  NGVD 29 (06/11/92) 1317.00   (m)         4320.9    (f) LEVELING    3  
 HJ0225
 HJ0225.Superseded values are not recommended for survey control.
 HJ0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0225.See file dsdata.txt to determine how the superseded data were derived.
 HJ0225
 HJ0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB1520406489(NAD 83)
 HJ0225_MARKER: I = METAL ROD
 HJ0225_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HJ0225_SP_SET: STAINLESS STEEL ROD
 HJ0225_STAMPING: D 435 1985
 HJ0225_MARK LOGO: NGS   
 HJ0225_PROJECTION: FLUSH
 HJ0225_MAGNETIC: N = NO MAGNETIC MATERIAL
 HJ0225_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HJ0225+STABILITY: POSITION/ELEVATION WELL
 HJ0225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HJ0225+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1994
 HJ0225_ROD/PIPE-DEPTH: 5.8  meters
 HJ0225
 HJ0225  HISTORY     - Date     Condition        Report By
 HJ0225  HISTORY     - 1985     MONUMENTED       NGS
 HJ0225  HISTORY     - 19910414 GOOD             NGS
 HJ0225  HISTORY     - 19931207 GOOD
 HJ0225  HISTORY     - 19940207 GOOD             CODOT
 HJ0225
 HJ0225                          STATION DESCRIPTION
 HJ0225
 HJ0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HJ0225'37.4 KM (23.25 MI) SOUT FROM SPRINGFIELD.
 HJ0225'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HJ0225'37.4 KM (23.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE
 HJ0225'COURTHOUSE IN SPRINGFIELD, 1.2 KM (0.75 MI) NORTH OF THE INTERSECTION
 HJ0225'OF COUNTY ROAD 28, 0.3 KM (0.2 MI) NORTH OF MILEPOST 7, 14.9 M
 HJ0225'(48.9 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 5.7 M (18.7 FT) NORTH
 HJ0225'OF THE CENTER OF GATE AND FIELD ROAD LEADING EAST, AND 2.5 M (8.2 FT)
 HJ0225'NORTH OF A T-FENCE CORNER. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 HJ0225'A 5-INCH LOGO CAP.
 HJ0225'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 HJ0225
 HJ0225                          STATION RECOVERY (1991)
 HJ0225
 HJ0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HJ0225'STATION IS LOCATED ABOUT 10 KM (6.2 MI) NORTH OF THE OKLAHOMA STATE
 HJ0225'LINE, 2.8 KM (1.7 MI) SOUTH OF CAMPO, ALONG US HIGHWAYS 287 AND 385,
 HJ0225'ON THE RIGHT-OF-WAY, AT MILE 7.2, AT A DIM TRACK ROAD LEADING EAST,
 HJ0225'ON THE WEST EDGE OF SECTION 14, T 34 S, R 46 W.  OWNERSHIP--STATE
 HJ0225'DEPARTMENT OF TRANSPORTATION.
 HJ0225'TO REACH FROM THE JUNCTION OF US HIGHWAYS 287, 385 AND COUNTY ROAD J
 HJ0225'IN CAMPO (MAIN CROSS STREET), GO SOUTH ON HIGHWAYS 287 AND 385 FOR
 HJ0225'2.81 KM (1.75 MI) TO A DIM ROAD LEFT AND STATION ON THE LEFT.
 HJ0225'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STEEL ROD ENCASED IN A
 HJ0225'PVC SLEEVE WITH A LOGO CAP FLUSH WITH THE GROUND.  IT IS 14.9 M
 HJ0225'(48.9 FT) EAST OF, AND SLIGHTLY LOWER THAN THE HIGHWAY CENTER, 6.0 M
 HJ0225'(19.7 FT) NORTH OF THE DIM ROAD CENTER, 0.2 M (0.7 FT) WEST OF A
 HJ0225'FIBERGLASS WITNESS POST IN THE RIGHT-OF-WAY FENCE, 2.4 M (7.9 FT)
 HJ0225'NORTH OF A 20-CM FENCE CORNER POST AND 2.8 M (9.2 FT) EAST-NORTHEAST
 HJ0225'OF THE NORTH END OF A METAL DRAIN PIPE UNDER THE DIM ROAD.
 HJ0225'DESCRIBED BY G.R.HEID
 HJ0225
 HJ0225                          STATION RECOVERY (1993)
 HJ0225
 HJ0225'RECOVERED 1993
 HJ0225'RECOVERED IN GOOD CONDITION.
 HJ0225
 HJ0225                          STATION RECOVERY (1994)
 HJ0225
 HJ0225'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1994
 HJ0225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0255 ***********************************************************************
 HJ0255  DESIGNATION -  D 436
 HJ0255  PID         -  HJ0255
 HJ0255  STATE/COUNTY-  CO/BACA
 HJ0255  USGS QUAD   -  HORSE CREEK SPRINGS (1971)
 HJ0255
 HJ0255                         *CURRENT SURVEY CONTROL
 HJ0255  ___________________________________________________________________
 HJ0255* NAD 83(1986)-  37 36 14.     (N)    102 37 14.     (W)     SCALED    
 HJ0255* NAVD 88     -      1340.029  (meters)    4396.41   (feet)  ADJUSTED  
 HJ0255  ___________________________________________________________________
 HJ0255  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 HJ0255  DYNAMIC HT  -        1338.641 (meters)    4391.86  (feet)  COMP
 HJ0255  MODELED GRAV-     979,546.7   (mgal)                       NAVD 88
 HJ0255
 HJ0255  VERT ORDER  -  FIRST     CLASS II
 HJ0255
 HJ0255.The horizontal coordinates were scaled from a topographic map and have
 HJ0255.an estimated accuracy of +/- 6 seconds.
 HJ0255
 HJ0255.The orthometric height was determined by differential leveling
 HJ0255.and adjusted by the National Geodetic Survey in June 1991..
 HJ0255
 HJ0255.The geoid height was determined by GEOID03.
 HJ0255
 HJ0255.The dynamic height is computed by dividing the NAVD 88
 HJ0255.geopotential number by the normal gravity value computed on the
 HJ0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0255.degrees latitude (g = 980.6199 gals.).
 HJ0255
 HJ0255.The modeled gravity was interpolated from observed gravity values.
 HJ0255
 HJ0255;                    North         East    Units  Estimated Accuracy
 HJ0255;SPC CO S     -   412,740.    1,168,610.      MT  (+/- 180 meters Scaled)
 HJ0255
 HJ0255                          SUPERSEDED SURVEY CONTROL
 HJ0255
 HJ0255.No superseded survey control is available for this station.
 HJ0255
 HJ0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB100645(NAD 83)
 HJ0255_MARKER: I = METAL ROD
 HJ0255_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HJ0255_SP_SET: STAINLESS STEEL ROD
 HJ0255_STAMPING: D 436 1985
 HJ0255_MARK LOGO: NGS   
 HJ0255_PROJECTION: FLUSH
 HJ0255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HJ0255_ROD/PIPE-DEPTH: 4.0  meters
 HJ0255
 HJ0255  HISTORY     - Date     Condition        Report By
 HJ0255  HISTORY     - 1985     MONUMENTED       NGS
 HJ0255
 HJ0255                          STATION DESCRIPTION
 HJ0255
 HJ0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HJ0255'21.9 KM (13.6 MI) NORTH FROM SPRINGFIELD.
 HJ0255'21.9 KM (13.6 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 HJ0255'IN SPRINGFIELD, 1.2 KM (0.75 MI) SOUTH OF THE INTERSECTION OF COUNTY
 HJ0255'ROAD VV, 22.5 M (73.8 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 HJ0255'14.6 M (47.9 FT) EA OF MILEPOST 44. NOTE--ACCESS TO DATUM POINT IS HAD
 HJ0255'THROUGH A 5-INCH LOGO CAP.
 HJ0255'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0403 ***********************************************************************
 HL0403  DESIGNATION -  D 437
 HL0403  PID         -  HL0403
 HL0403  STATE/COUNTY-  CO/SAN JUAN
 HL0403  USGS QUAD   -  ENGINEER MOUNTAIN (1975)
 HL0403
 HL0403                         *CURRENT SURVEY CONTROL
 HL0403  ___________________________________________________________________
 HL0403* NAD 83(1986)-  37 42 29.     (N)    107 45 58.     (W)     SCALED    
 HL0403* NAVD 88     -      3116.037  (meters)   10223.20   (feet)  ADJUSTED  
 HL0403  ___________________________________________________________________
 HL0403  GEOID HEIGHT-         -15.83  (meters)                     GEOID03
 HL0403  DYNAMIC HT  -        3111.508 (meters)   10208.34  (feet)  COMP
 HL0403  MODELED GRAV-     979,062.5   (mgal)                       NAVD 88
 HL0403
 HL0403  VERT ORDER  -  FIRST     CLASS II
 HL0403
 HL0403.The horizontal coordinates were scaled from a topographic map and have
 HL0403.an estimated accuracy of +/- 6 seconds.
 HL0403
 HL0403.The orthometric height was determined by differential leveling
 HL0403.and adjusted by the National Geodetic Survey in June 1991..
 HL0403
 HL0403.The geoid height was determined by GEOID03.
 HL0403
 HL0403.The dynamic height is computed by dividing the NAVD 88
 HL0403.geopotential number by the normal gravity value computed on the
 HL0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0403.degrees latitude (g = 980.6199 gals.).
 HL0403
 HL0403.The modeled gravity was interpolated from observed gravity values.
 HL0403
 HL0403;                    North         East    Units  Estimated Accuracy
 HL0403;SPC CO S     -   422,800.      714,610.      MT  (+/- 180 meters Scaled)
 HL0403
 HL0403                          SUPERSEDED SURVEY CONTROL
 HL0403
 HL0403.No superseded survey control is available for this station.
 HL0403
 HL0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB561770(NAD 83)
 HL0403_MARKER: DB = BENCH MARK DISK
 HL0403_SETTING: 66 = SET IN ROCK OUTCROP
 HL0403_SP_SET: ROCK OUTCROP
 HL0403_STAMPING: D 437 1985
 HL0403_MARK LOGO: NGS   
 HL0403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0403
 HL0403  HISTORY     - Date     Condition        Report By
 HL0403  HISTORY     - 1985     MONUMENTED       NGS
 HL0403  HISTORY     - 19910708 GOOD             USPSQD
 HL0403
 HL0403                          STATION DESCRIPTION
 HL0403
 HL0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0403'19.7 KM (12.25 MI) SOUT FROM SILVERTON.
 HL0403'19.7 KM (12.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 HL0403'WITH STATE HIGHWAY 110 IN SILVERTON, SET VERTICALLY IN A LARGE EXPOSED
 HL0403'AREA OF BEDROCK IN A HIGHWAY CUT, 2.3 KM (1.45 MI) NORTHEAST OF THE
 HL0403'SUMMIT OF COAL BANK PASS, 43.4 M (142.4 FT) NORTHEAST OF THE SOUTHWEST
 HL0403'END OF A GUARDRAIL, AND 8.5 M (27.9 FT) NORTHWEST OF THE CENTERLINE OF
 HL0403'THE HIGHWAY.
 HL0403'THE MARK IS 2.1 METERS  NE FROM  A WITNESS POST
 HL0403'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 HL0403
 HL0403                          STATION RECOVERY (1991)
 HL0403
 HL0403'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0373 ***********************************************************************
 HL0373  DESIGNATION -  D 438
 HL0373  PID         -  HL0373
 HL0373  STATE/COUNTY-  CO/LA PLATA
 HL0373  USGS QUAD   -  HERMOSA (1963)
 HL0373
 HL0373                         *CURRENT SURVEY CONTROL
 HL0373  ___________________________________________________________________
 HL0373* NAD 83(1986)-  37 27 52.     (N)    107 48 14.     (W)     SCALED    
 HL0373* NAVD 88     -      2144.100  (meters)    7034.43   (feet)  ADJUSTED  
 HL0373  ___________________________________________________________________
 HL0373  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 HL0373  DYNAMIC HT  -        2141.299 (meters)    7025.25  (feet)  COMP
 HL0373  MODELED GRAV-     979,247.8   (mgal)                       NAVD 88
 HL0373
 HL0373  VERT ORDER  -  FIRST     CLASS II
 HL0373
 HL0373.The horizontal coordinates were scaled from a topographic map and have
 HL0373.an estimated accuracy of +/- 6 seconds.
 HL0373
 HL0373.The orthometric height was determined by differential leveling
 HL0373.and adjusted by the National Geodetic Survey in June 1991..
 HL0373
 HL0373.The geoid height was determined by GEOID03.
 HL0373
 HL0373.The dynamic height is computed by dividing the NAVD 88
 HL0373.geopotential number by the normal gravity value computed on the
 HL0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0373.degrees latitude (g = 980.6199 gals.).
 HL0373
 HL0373.The modeled gravity was interpolated from observed gravity values.
 HL0373
 HL0373;                    North         East    Units  Estimated Accuracy
 HL0373;SPC CO S     -   395,850.      710,610.      MT  (+/- 180 meters Scaled)
 HL0373
 HL0373                          SUPERSEDED SURVEY CONTROL
 HL0373
 HL0373.No superseded survey control is available for this station.
 HL0373
 HL0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB520500(NAD 83)
 HL0373_MARKER: DB = BENCH MARK DISK
 HL0373_SETTING: 66 = SET IN ROCK OUTCROP
 HL0373_SP_SET: ROCK OUTCROP
 HL0373_STAMPING: D 438 1985
 HL0373_MARK LOGO: NGS   
 HL0373_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0373+STABILITY: POSITION/ELEVATION WELL
 HL0373
 HL0373  HISTORY     - Date     Condition        Report By
 HL0373  HISTORY     - 1985     MONUMENTED       NGS
 HL0373
 HL0373                          STATION DESCRIPTION
 HL0373
 HL0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0373'19.5 KM (12.1 MI) NORTH FROM DURANGO.
 HL0373'19.5 KM (12.1 MI) NORTHERLY ALONG U.S. HIGHWAY 550 FROM THE DURANGO
 HL0373'COMMUNITY HOSPITAL IN DURANGO, IN THE CENTER OF THE SOUTHWEST THIRD OF
 HL0373'A 3- BY 7-FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 11.0 M (36.1 FT)
 HL0373'EAST OF CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 10.3 M
 HL0373'(33.8 FT) NORTH OF THE CENTER OF A PAVED DRIVE LEADING EAST, AND 4.4 M
 HL0373'(14.4 FT) EAST OF THE SOUTH END OF A GUARDRAIL.
 HL0373'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 HL0373'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0444 ***********************************************************************
 HL0444  DESIGNATION -  D 439
 HL0444  PID         -  HL0444
 HL0444  STATE/COUNTY-  CO/OURAY
 HL0444  USGS QUAD   -  IRONTON (1972)
 HL0444
 HL0444                         *CURRENT SURVEY CONTROL
 HL0444  ___________________________________________________________________
 HL0444* NAD 83(1986)-  37 55 50.     (N)    107 41 15.     (W)     SCALED    
 HL0444* NAVD 88     -      3044.416  (meters)    9988.22   (feet)  ADJUSTED  
 HL0444  ___________________________________________________________________
 HL0444  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 HL0444  DYNAMIC HT  -        3039.935 (meters)    9973.52  (feet)  COMP
 HL0444  MODELED GRAV-     979,047.3   (mgal)                       NAVD 88
 HL0444
 HL0444  VERT ORDER  -  FIRST     CLASS II
 HL0444
 HL0444.The horizontal coordinates were scaled from a topographic map and have
 HL0444.an estimated accuracy of +/- 6 seconds.
 HL0444
 HL0444.The orthometric height was determined by differential leveling
 HL0444.and adjusted by the National Geodetic Survey in June 1991..
 HL0444
 HL0444.The geoid height was determined by GEOID03.
 HL0444
 HL0444.The dynamic height is computed by dividing the NAVD 88
 HL0444.geopotential number by the normal gravity value computed on the
 HL0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0444.degrees latitude (g = 980.6199 gals.).
 HL0444
 HL0444.The modeled gravity was interpolated from observed gravity values.
 HL0444
 HL0444;                    North         East    Units  Estimated Accuracy
 HL0444;SPC CO S     -   447,320.      722,120.      MT  (+/- 180 meters Scaled)
 HL0444
 HL0444                          SUPERSEDED SURVEY CONTROL
 HL0444
 HL0444.No superseded survey control is available for this station.
 HL0444
 HL0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC638015(NAD 83)
 HL0444_MARKER: DB = BENCH MARK DISK
 HL0444_SETTING: 66 = SET IN ROCK OUTCROP
 HL0444_SP_SET: ROCK OUTCROP
 HL0444_STAMPING: D 439 1985
 HL0444_MARK LOGO: NGS   
 HL0444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0444
 HL0444  HISTORY     - Date     Condition        Report By
 HL0444  HISTORY     - 1985     MONUMENTED       NGS
 HL0444  HISTORY     - 19910630 GOOD             USPSQD
 HL0444
 HL0444                          STATION DESCRIPTION
 HL0444
 HL0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0444'14.7 KM (9.15 MI) SOUTH FROM OURAY.
 HL0444'14.7 KM (9.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM THE POST
 HL0444'OFFICE IN OURAY, IN THE CENTER OF A 3- BY 3-FOOT EXPOSED AREA OF
 HL0444'OUTCROPPING BEDROCK, 17.4 M (57.1 FT) NORTHWEST OF THE CENTERLINE OF
 HL0444'THE HIGHWAY, 15.0 M (49.2 FT) WEST OF THE NORTHWEST END OF A PIPE
 HL0444'CULVERT, AND 9.5 M (31.2 FT) NORTH OF THE CENTER OF A PRIVATE ROAD.
 HL0444'THE MARK IS 0.5 METERS  NE FROM  A WITNESS POST
 HL0444'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
 HL0444
 HL0444                          STATION RECOVERY (1991)
 HL0444
 HL0444'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0444'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0416 ***********************************************************************
 LK0416  DESIGNATION -  D 439
 LK0416  PID         -  LK0416
 LK0416  STATE/COUNTY-  CO/LOGAN
 LK0416  USGS QUAD   -  PEETZ (1953)
 LK0416
 LK0416                         *CURRENT SURVEY CONTROL
 LK0416  ___________________________________________________________________
 LK0416* NAD 83(1986)-  40 53 24.     (N)    103 06 54.     (W)     SCALED    
 LK0416* NAVD 88     -      1246.421  (meters)    4089.30   (feet)  ADJUSTED  
 LK0416  ___________________________________________________________________
 LK0416  GEOID HEIGHT-         -19.63  (meters)                     GEOID03
 LK0416  DYNAMIC HT  -        1245.524 (meters)    4086.36  (feet)  COMP
 LK0416  MODELED GRAV-     979,861.1   (mgal)                       NAVD 88
 LK0416
 LK0416  VERT ORDER  -  FIRST     CLASS II
 LK0416
 LK0416.The horizontal coordinates were scaled from a topographic map and have
 LK0416.an estimated accuracy of +/- 6 seconds.
 LK0416
 LK0416.The orthometric height was determined by differential leveling
 LK0416.and adjusted by the National Geodetic Survey in June 1991..
 LK0416
 LK0416.The geoid height was determined by GEOID03.
 LK0416
 LK0416.The dynamic height is computed by dividing the NAVD 88
 LK0416.geopotential number by the normal gravity value computed on the
 LK0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0416.degrees latitude (g = 980.6199 gals.).
 LK0416
 LK0416.The modeled gravity was interpolated from observed gravity values.
 LK0416
 LK0416;                    North         East    Units  Estimated Accuracy
 LK0416;SPC CO N     -   480,350.    1,115,380.      MT  (+/- 180 meters Scaled)
 LK0416
 LK0416                          SUPERSEDED SURVEY CONTROL
 LK0416
 LK0416.No superseded survey control is available for this station.
 LK0416
 LK0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF587282(NAD 83)
 LK0416_MARKER: I = METAL ROD
 LK0416_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0416_SP_SET: STAINLESS STEEL ROD
 LK0416_STAMPING: D 439 1985
 LK0416_MARK LOGO: NGS   
 LK0416_PROJECTION: FLUSH
 LK0416_MAGNETIC: I = MARKER IS A STEEL ROD
 LK0416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0416+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1995
 LK0416_ROD/PIPE-DEPTH: 3.2  meters
 LK0416
 LK0416  HISTORY     - Date     Condition        Report By
 LK0416  HISTORY     - 1985     MONUMENTED       NGS
 LK0416  HISTORY     - 19950209 GOOD             MSAM
 LK0416
 LK0416                          STATION DESCRIPTION
 LK0416
 LK0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LK0416'8.3 KM (5.15 MI) SOUTH FROM PEETZ.
 LK0416'0.24 KM (0.15 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE AT
 LK0416'PEETZ, THENCE 8.1 KM (5.0 MI) SOUTH ALONG STATE ROUTE 113, 22.0 METERS
 LK0416'(72 FT) EAST OF THE HIGHWAY CENTERLINE, 22.9 METERS (75 FT) SOUTHEAST
 LK0416'OF THE SOUTHEAST END OF THE SOUTHEAST WINGWALL OF BRIDGE A24K AND 8.8
 LK0416'METERS (29 FT) SOUTH OF THE CENTER OF AN IRON GATE.  NOTE--ACCESS TO
 LK0416'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LK0416'THE MARK IS 0.3 METERS  NNW FROM  A WITNESS POST
 LK0416'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 LK0416
 LK0416                          STATION RECOVERY (1995)
 LK0416
 LK0416'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0416'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0052 ***********************************************************************
 LM0052  DESIGNATION -  D 44
 LM0052  PID         -  LM0052
 LM0052  STATE/COUNTY-  CO/JACKSON
 LM0052  USGS QUAD   -  COALMONT (1955)
 LM0052
 LM0052                         *CURRENT SURVEY CONTROL
 LM0052  ___________________________________________________________________
 LM0052* NAD 83(1986)-  40 33 42.     (N)    106 24 25.     (W)     SCALED    
 LM0052* NAVD 88     -      2490.191  (meters)    8169.90   (feet)  POSTED    
 LM0052  ___________________________________________________________________
 LM0052  GEOID HEIGHT-         -12.16  (meters)                     GEOID03
 LM0052  DYNAMIC HT  -        2487.530 (meters)    8161.17  (feet)  COMP
 LM0052  MODELED GRAV-     979,466.4   (mgal)                       NAVD 88
 LM0052
 LM0052  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LM0052
 LM0052.The horizontal coordinates were scaled from a topographic map and have
 LM0052.an estimated accuracy of +/- 6 seconds.
 LM0052
 LM0052.The orthometric height was determined by differential leveling
 LM0052.and adjusted by the National Geodetic Survey in 1992..
 LM0052.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LM0052.rate of 1.1 thru 2.0 mm/km.
 LM0052
 LM0052.The geoid height was determined by GEOID03.
 LM0052
 LM0052.The dynamic height is computed by dividing the NAVD 88
 LM0052.geopotential number by the normal gravity value computed on the
 LM0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0052.degrees latitude (g = 980.6199 gals.).
 LM0052
 LM0052.The modeled gravity was interpolated from observed gravity values.
 LM0052
 LM0052;                    North         East    Units  Estimated Accuracy
 LM0052;SPC CO N     -   441,580.      837,600.      MT  (+/- 180 meters Scaled)
 LM0052
 LM0052                          SUPERSEDED SURVEY CONTROL
 LM0052
 LM0052  NGVD 29 (??/??/92) 2488.775  (m)         8165.26   (f) ADJ UNCH    1 2
 LM0052
 LM0052.Superseded values are not recommended for survey control.
 LM0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0052.See file dsdata.txt to determine how the superseded data were derived.
 LM0052
 LM0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE808910(NAD 83)
 LM0052_MARKER: DB = BENCH MARK DISK
 LM0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0052+STABILITY: SURFACE MOTION
 LM0052
 LM0052  HISTORY     - Date     Condition        Report By
 LM0052  HISTORY     - UNK      MONUMENTED       CGS
 LM0052  HISTORY     - 1934     GOOD             NGS
 LM0052
 LM0052                          STATION DESCRIPTION
 LM0052
 LM0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LM0052'2.4 MI S FROM HEBRON.
 LM0052'LOCATED ALONG THE R. OF W. OF STATE HIGHWAY NO. 14.  0.4 MILE NORTH OF
 LM0052'THE INTERSECTION OF HIGHWAY NO.14 AND A COUNTY ROAD.  21 FT. WEST OF
 LM0052'THE CENTER OF THE HIGHWAY 27 FT. SOUTH OF THE CENTER OF A FARM ROAD
 LM0052'ENTRANCE TO THE WEST.  16 FT. S.W. OF THE WEST END OF AN IRON
 LM0052'IRRIGATION PIPE UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0053 ***********************************************************************
 LM0053  DESIGNATION -  D 44 RESET
 LM0053  PID         -  LM0053
 LM0053  STATE/COUNTY-  CO/JACKSON
 LM0053  USGS QUAD   -  COALMONT (1955)
 LM0053
 LM0053                         *CURRENT SURVEY CONTROL
 LM0053  ___________________________________________________________________
 LM0053* NAD 83(1986)-  40 33 42.     (N)    106 24 27.     (W)     SCALED    
 LM0053* NAVD 88     -      2490.11   (+/-2cm)    8169.6    (feet)  VERTCON   
 LM0053  ___________________________________________________________________
 LM0053  GEOID HEIGHT-         -12.16  (meters)                     GEOID03
 LM0053
 LM0053  VERT ORDER  -  THIRD (See Below)
 LM0053
 LM0053.The horizontal coordinates were scaled from a topographic map and have
 LM0053.an estimated accuracy of +/- 6 seconds.
 LM0053
 LM0053.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0053.The vertical order pertains to the NGVD 29 superseded value.
 LM0053
 LM0053.The geoid height was determined by GEOID03.
 LM0053
 LM0053;                    North         East    Units  Estimated Accuracy
 LM0053;SPC CO N     -   441,580.      837,550.      MT  (+/- 180 meters Scaled)
 LM0053
 LM0053                          SUPERSEDED SURVEY CONTROL
 LM0053
 LM0053  NGVD 29 (??/??/??) 2488.70   (m)         8165.0    (f) RESET       3  
 LM0053
 LM0053.Superseded values are not recommended for survey control.
 LM0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0053.See file dsdata.txt to determine how the superseded data were derived.
 LM0053
 LM0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE808910(NAD 83)
 LM0053_MARKER: DB = BENCH MARK DISK
 LM0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0053_STAMPING: D 44 RESET 1957
 LM0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0053+STABILITY: SURFACE MOTION
 LM0053
 LM0053  HISTORY     - Date     Condition        Report By
 LM0053  HISTORY     - 1957     MONUMENTED       CODH
 LM0053
 LM0053                          STATION DESCRIPTION
 LM0053
 LM0053'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1957
 LM0053'2.4 MI S FROM HEBRON.
 LM0053'2.4 MILES SOUTH ALONG STATE HIGHWAY 14 FROM HEBRON, 0.4 MILE NORTH OF
 LM0053'THE INTERSECTION OF A COUNTY ROAD, 40 FEET SOUTH OF THE CENTER OF A
 LM0053'FARM ENTRANCE TO THE WEST, 49 FEET WEST OF THE CENTERLINE OF THE
 LM0053'HIGHWAY, 31 FEET SOUTHWEST OF THE WEST END OF AN IRRIGATION (IRON)
 LM0053'PIPE UNDER THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0437 ***********************************************************************
 HL0437  DESIGNATION -  D 440
 HL0437  PID         -  HL0437
 HL0437  STATE/COUNTY-  CO/SAN JUAN
 HL0437  USGS QUAD   -  IRONTON (1972)
 HL0437
 HL0437                         *CURRENT SURVEY CONTROL
 HL0437  ___________________________________________________________________
 HL0437* NAD 83(1986)-  37 53 30.     (N)    107 43 02.     (W)     SCALED    
 HL0437* NAVD 88     -      3349.525  (meters)   10989.23   (feet)  ADJUSTED  
 HL0437  ___________________________________________________________________
 HL0437  GEOID HEIGHT-         -15.50  (meters)                     GEOID03
 HL0437  DYNAMIC HT  -        3344.478 (meters)   10972.67  (feet)  COMP
 HL0437  MODELED GRAV-     979,000.2   (mgal)                       NAVD 88
 HL0437
 HL0437  VERT ORDER  -  FIRST     CLASS II
 HL0437
 HL0437.The horizontal coordinates were scaled from a topographic map and have
 HL0437.an estimated accuracy of +/- 6 seconds.
 HL0437
 HL0437.The orthometric height was determined by differential leveling
 HL0437.and adjusted by the National Geodetic Survey in June 1991..
 HL0437
 HL0437.The geoid height was determined by GEOID03.
 HL0437
 HL0437.The dynamic height is computed by dividing the NAVD 88
 HL0437.geopotential number by the normal gravity value computed on the
 HL0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0437.degrees latitude (g = 980.6199 gals.).
 HL0437
 HL0437.The modeled gravity was interpolated from observed gravity values.
 HL0437
 HL0437;                    North         East    Units  Estimated Accuracy
 HL0437;SPC CO S     -   443,070.      719,400.      MT  (+/- 180 meters Scaled)
 HL0437
 HL0437                          SUPERSEDED SURVEY CONTROL
 HL0437
 HL0437.No superseded survey control is available for this station.
 HL0437
 HL0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB610972(NAD 83)
 HL0437_MARKER: DB = BENCH MARK DISK
 HL0437_SETTING: 66 = SET IN ROCK OUTCROP
 HL0437_SP_SET: ROCK OUTCROP
 HL0437_STAMPING: D 440 1985
 HL0437_MARK LOGO: NGS   
 HL0437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0437+STABILITY: POSITION/ELEVATION WELL
 HL0437
 HL0437  HISTORY     - Date     Condition        Report By
 HL0437  HISTORY     - 1985     MONUMENTED       NGS
 HL0437  HISTORY     - 19910706 GOOD             USPSQD
 HL0437
 HL0437                          STATION DESCRIPTION
 HL0437
 HL0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0437'15.2 KM (9.45 MI) NORTH FROM SILVERTON.
 HL0437'15.2 KM (9.45 MI) NORTHERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 HL0437'WITH STATE HIGHWAY 110 IN SILVERTON, 0.6 KM (0.35 MI) SOUTHWEST OF
 HL0437'MILEPOST 80, IN A LARGE EXPOSED AREA OF OUTCROPPING BEDROCK, AND 13.8
 HL0437'M (45.3 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 HL0437'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST
 HL0437'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
 HL0437
 HL0437                          STATION RECOVERY (1991)
 HL0437
 HL0437'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0437'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0713 ***********************************************************************
 JJ0713  DESIGNATION -  D 440
 JJ0713  PID         -  JJ0713
 JJ0713  STATE/COUNTY-  CO/PROWERS
 JJ0713  USGS QUAD   -  GRANADA (1953)
 JJ0713
 JJ0713                         *CURRENT SURVEY CONTROL
 JJ0713  ___________________________________________________________________
 JJ0713* NAD 83(1986)-  38 04 00.     (N)    102 21 48.     (W)     SCALED    
 JJ0713* NAVD 88     -      1071.403  (meters)    3515.09   (feet)  ADJUSTED  
 JJ0713  ___________________________________________________________________
 JJ0713  GEOID HEIGHT-         -23.58  (meters)                     GEOID03
 JJ0713  DYNAMIC HT  -        1070.391 (meters)    3511.77  (feet)  COMP
 JJ0713  MODELED GRAV-     979,648.0   (mgal)                       NAVD 88
 JJ0713
 JJ0713  VERT ORDER  -  FIRST     CLASS II
 JJ0713
 JJ0713.The horizontal coordinates were scaled from a topographic map and have
 JJ0713.an estimated accuracy of +/- 6 seconds.
 JJ0713
 JJ0713.The orthometric height was determined by differential leveling
 JJ0713.and adjusted by the National Geodetic Survey in June 1991..
 JJ0713
 JJ0713.The geoid height was determined by GEOID03.
 JJ0713
 JJ0713.The dynamic height is computed by dividing the NAVD 88
 JJ0713.geopotential number by the normal gravity value computed on the
 JJ0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0713.degrees latitude (g = 980.6199 gals.).
 JJ0713
 JJ0713.The modeled gravity was interpolated from observed gravity values.
 JJ0713
 JJ0713;                    North         East    Units  Estimated Accuracy
 JJ0713;SPC CO S     -   464,800.    1,189,590.      MT  (+/- 180 meters Scaled)
 JJ0713
 JJ0713                          SUPERSEDED SURVEY CONTROL
 JJ0713
 JJ0713.No superseded survey control is available for this station.
 JJ0713
 JJ0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC313164(NAD 83)
 JJ0713_MARKER: I = METAL ROD
 JJ0713_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JJ0713_SP_SET: STAINLESS STEEL ROD
 JJ0713_STAMPING: D 440 1986
 JJ0713_MARK LOGO: NGS   
 JJ0713_PROJECTION: FLUSH
 JJ0713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0713_ROD/PIPE-DEPTH: 12.2 meters
 JJ0713
 JJ0713  HISTORY     - Date     Condition        Report By
 JJ0713  HISTORY     - 1986     MONUMENTED       NGS
 JJ0713
 JJ0713                          STATION DESCRIPTION
 JJ0713
 JJ0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JJ0713'4.7 KM (2.9 MI) WEST FROM GRANADA.
 JJ0713'4.7 KM (2.95 MI) WEST ALONG US HIGHWAY 50 FROM THE JUNCTION OF US
 JJ0713'HIGHWAY 385 IN GRANADA, AT A DIRT ROAD LEADING SOUTH AND A TRACK ROAD
 JJ0713'LEADING NORTH, 14.8 METERS (48.5 FT) NORTHEAST OF THE HIGHWAY
 JJ0713'CENTERLINE, 46.0 METERS (151 FT) EAST-SOUTHEAST OF THE CENTER OF THE
 JJ0713'DIRT ROAD, 42.5 METERS (139.4 FT) SOUTHEAST OF THE CENTER OF THE TRACK
 JJ0713'ROAD AND 0.3 METER (1 FT) SOUTHWEST OF A FENCE.  NOTE--ACCESS TO DATUM
 JJ0713'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JJ0713'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 JJ0713'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0397 ***********************************************************************
 HL0397  DESIGNATION -  D 441
 HL0397  PID         -  HL0397
 HL0397  STATE/COUNTY-  CO/SAN JUAN
 HL0397  USGS QUAD   -  ENGINEER MOUNTAIN (1975)
 HL0397
 HL0397                         *CURRENT SURVEY CONTROL
 HL0397  ___________________________________________________________________
 HL0397* NAD 83(1986)-  37 40 43.     (N)    107 46 48.     (W)     SCALED    
 HL0397* NAVD 88     -      3066.526  (meters)   10060.76   (feet)  ADJUSTED  
 HL0397  ___________________________________________________________________
 HL0397  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 HL0397  DYNAMIC HT  -        3062.074 (meters)   10046.15  (feet)  COMP
 HL0397  MODELED GRAV-     979,066.5   (mgal)                       NAVD 88
 HL0397
 HL0397  VERT ORDER  -  FIRST     CLASS II
 HL0397
 HL0397.The horizontal coordinates were scaled from a topographic map and have
 HL0397.an estimated accuracy of +/- 6 seconds.
 HL0397
 HL0397.The orthometric height was determined by differential leveling
 HL0397.and adjusted by the National Geodetic Survey in June 1991..
 HL0397
 HL0397.The geoid height was determined by GEOID03.
 HL0397
 HL0397.The dynamic height is computed by dividing the NAVD 88
 HL0397.geopotential number by the normal gravity value computed on the
 HL0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0397.degrees latitude (g = 980.6199 gals.).
 HL0397
 HL0397.The modeled gravity was interpolated from observed gravity values.
 HL0397
 HL0397;                    North         East    Units  Estimated Accuracy
 HL0397;SPC CO S     -   419,560.      713,300.      MT  (+/- 180 meters Scaled)
 HL0397
 HL0397                          SUPERSEDED SURVEY CONTROL
 HL0397
 HL0397.No superseded survey control is available for this station.
 HL0397
 HL0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB548737(NAD 83)
 HL0397_MARKER: DB = BENCH MARK DISK
 HL0397_SETTING: 66 = SET IN ROCK OUTCROP
 HL0397_SP_SET: ROCK OUTCROP
 HL0397_STAMPING: D 441 1985
 HL0397_MARK LOGO: NGS   
 HL0397_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0397+STABILITY: POSITION/ELEVATION WELL
 HL0397
 HL0397  HISTORY     - Date     Condition        Report By
 HL0397  HISTORY     - 1985     MONUMENTED       NGS
 HL0397  HISTORY     - 19910709 GOOD             USPSQD
 HL0397
 HL0397                          STATION DESCRIPTION
 HL0397
 HL0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0397'24.6 KM (15.3 MI) SOUTH FROM SILVERTON.
 HL0397'24.6 KM (15.3 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 HL0397'WITH STATE HIGHWAY 110 IN SILVERTON, ON TOP OF AND NEAR THE CENTER OF
 HL0397'A 12- BY 30-FOOT EXPOSED AREA OF BEDROCK NEAR THE SOUTH END OF A
 HL0397'HIGHWAY CUT, 2.7 KM (1.65 MI) SOUTH OF THE SUMMIT OF COAL BANK PASS,
 HL0397'31.4 M (103.0 FT) NORTH OF MILEPOST 55, 25.5 M (83.7 FT) NORTH OF THE
 HL0397'CENTER OF A SMALL CREEK, AND 8.9 M (29.2 FT) EAST OF THE CENTERLINE OF
 HL0397'THE HIGHWAY .
 HL0397'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 HL0397'THE MARK IS 4.2 M ABOVE THE HIGHWAY.
 HL0397
 HL0397                          STATION RECOVERY (1991)
 HL0397
 HL0397'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0475 ***********************************************************************
 LK0475  DESIGNATION -  D 442
 LK0475  PID         -  LK0475
 LK0475  STATE/COUNTY-  CO/LOGAN
 LK0475  USGS QUAD   -  GALIEN (1951)
 LK0475
 LK0475                         *CURRENT SURVEY CONTROL
 LK0475  ___________________________________________________________________
 LK0475* NAD 83(1992)-  40 43 47.74395(N)    103 07 22.12703(W)     ADJUSTED  
 LK0475* NAVD 88     -      1177.869  (meters)    3864.39   (feet)  ADJUSTED  
 LK0475  ___________________________________________________________________
 LK0475  X           -  -1,099,117.023 (meters)                     COMP
 LK0475  Y           -  -4,714,669.569 (meters)                     COMP
 LK0475  Z           -   4,140,497.498 (meters)                     COMP
 LK0475  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 LK0475  ELLIP HEIGHT-        1158.09  (meters)          (12/03/02) GPS OBS
 LK0475  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 LK0475  DYNAMIC HT  -        1177.025 (meters)    3861.62  (feet)  COMP
 LK0475  MODELED GRAV-     979,866.8   (mgal)                       NAVD 88
 LK0475
 LK0475  HORZ ORDER  -  FIRST
 LK0475  VERT ORDER  -  FIRST     CLASS II
 LK0475  ELLP ORDER  -  FOURTH    CLASS II
 LK0475
 LK0475.The horizontal coordinates were established by GPS observations
 LK0475.and adjusted by the National Geodetic Survey in July 1996..
 LK0475
 LK0475.The orthometric height was determined by differential leveling
 LK0475.and adjusted by the National Geodetic Survey in June 1991..
 LK0475
 LK0475.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0475
 LK0475.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0475
 LK0475.The ellipsoidal height was determined by GPS observations
 LK0475.and is referenced to NAD 83.
 LK0475
 LK0475.The geoid height was determined by GEOID03.
 LK0475
 LK0475.The dynamic height is computed by dividing the NAVD 88
 LK0475.geopotential number by the normal gravity value computed on the
 LK0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0475.degrees latitude (g = 980.6199 gals.).
 LK0475
 LK0475.The modeled gravity was interpolated from observed gravity values.
 LK0475
 LK0475;                    North         East     Units Scale Factor Converg.
 LK0475;SPC CO N     -   462,561.781 1,115,195.337   MT  0.99999177   +1 32 09.5
 LK0475;SPC CO N     - 1,517,588.11  3,658,770.03   sFT  0.99999177   +1 32 09.5
 LK0475;UTM  13      - 4,510,472.049   658,521.217   MT  0.99990931   +1 13 30.4
 LK0475
 LK0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0475!SPC CO N     -   0.99981837  x   0.99999177  =   0.99981014
 LK0475!UTM  13      -   0.99981837  x   0.99990931  =   0.99972770
 LK0475
 LK0475                          SUPERSEDED SURVEY CONTROL
 LK0475
 LK0475  ELLIP H (10/08/96) 1158.12   (m)                       GP(       ) 1 1
 LK0475  ELLIP H (07/08/96) 1158.39   (m)                       GP(       ) 1 1
 LK0475  NAVD 88 (07/08/96) 1177.87   (m)         3864.4    (f) LEVELING    3  
 LK0475
 LK0475.Superseded values are not recommended for survey control.
 LK0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0475.See file dsdata.txt to determine how the superseded data were derived.
 LK0475
 LK0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF5852110472(NAD 83)
 LK0475_MARKER: I = METAL ROD
 LK0475_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0475_SP_SET: STAINLESS STEEL ROD
 LK0475_STAMPING: D 442 1986
 LK0475_MARK LOGO: NGS   
 LK0475_PROJECTION: FLUSH
 LK0475_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LK0475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0475+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2004
 LK0475_ROD/PIPE-DEPTH: 7.6  meters
 LK0475
 LK0475  HISTORY     - Date     Condition        Report By
 LK0475  HISTORY     - 1986     MONUMENTED       NGS
 LK0475  HISTORY     - 19950628 GOOD             MSAM
 LK0475  HISTORY     - 20040129 GOOD             DREXEL
 LK0475
 LK0475                          STATION DESCRIPTION
 LK0475
 LK0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LK0475'14.1 KM (8.75 MI) NE FROM STERLING.
 LK0475'14.1 KM (8.75 MI) NORTHEAST ALONG US HIGHWAY 138 FROM THE POST OFFICE
 LK0475'IN STERLING, ABOUT 150 FEET SOUTHWEST OF A POINT WHERE THE ILIFF
 LK0475'PLATTE VALLEY IRRIGATION DITCH TAKES A SHARPTURN TO THE NORTHEAST,
 LK0475'13.7 METERS (45 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 8.5 METERS
 LK0475'(28 FT) NORTHEAST OF THE CENTER OF A WIRE GATE TO A PASTURE AND 0.3
 LK0475'METER (1 FT) NORTHWEST OF A RIGHT OF WAY FENCE LINE.  NOTE--ACCESS TO
 LK0475'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LK0475'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 LK0475'THE MARK IS 0.15 M BELOW THE HIGHWAY.
 LK0475
 LK0475                          STATION RECOVERY (1995)
 LK0475
 LK0475'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0475'RECOVERED AS DESCRIBED.
 LK0475
 LK0475                          STATION RECOVERY (2004)
 LK0475
 LK0475'RECOVERY NOTE BY DREXEL BARRELL AND COMPANY ENG 2004
 LK0475'GO 0.5 MILE NORTHEAST OF THE 8 MILE MARKER ON HWY 138 TO THE MARK ON
 LK0475'THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0446 ***********************************************************************
 LK0446  DESIGNATION -  D 443
 LK0446  PID         -  LK0446
 LK0446  STATE/COUNTY-  CO/SEDGWICK
 LK0446  USGS QUAD   -  OVID (1984)
 LK0446
 LK0446                         *CURRENT SURVEY CONTROL
 LK0446  ___________________________________________________________________
 LK0446* NAD 83(1986)-  40 56 40.     (N)    102 28 43.     (W)     SCALED    
 LK0446* NAVD 88     -      1085.733  (meters)    3562.11   (feet)  ADJUSTED  
 LK0446  ___________________________________________________________________
 LK0446  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 LK0446  DYNAMIC HT  -        1085.020 (meters)    3559.77  (feet)  COMP
 LK0446  MODELED GRAV-     979,929.2   (mgal)                       NAVD 88
 LK0446
 LK0446  VERT ORDER  -  FIRST     CLASS II
 LK0446
 LK0446.The horizontal coordinates were scaled from a topographic map and have
 LK0446.an estimated accuracy of +/- 6 seconds.
 LK0446
 LK0446.The orthometric height was determined by differential leveling
 LK0446.and adjusted by the National Geodetic Survey in June 1991..
 LK0446
 LK0446.The geoid height was determined by GEOID03.
 LK0446
 LK0446.The dynamic height is computed by dividing the NAVD 88
 LK0446.geopotential number by the normal gravity value computed on the
 LK0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0446.degrees latitude (g = 980.6199 gals.).
 LK0446
 LK0446.The modeled gravity was interpolated from observed gravity values.
 LK0446
 LK0446;                    North         East    Units  Estimated Accuracy
 LK0446;SPC CO N     -   488,030.    1,168,780.      MT  (+/- 180 meters Scaled)
 LK0446
 LK0446                          SUPERSEDED SURVEY CONTROL
 LK0446
 LK0446  NGVD 29 (02/14/92) 1085.267  (m)         3560.58   (f) ADJUSTED    1 2
 LK0446
 LK0446.Superseded values are not recommended for survey control.
 LK0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0446.See file dsdata.txt to determine how the superseded data were derived.
 LK0446
 LK0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF122356(NAD 83)
 LK0446_MARKER: I = METAL ROD
 LK0446_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0446_SP_SET: STAINLESS STEEL ROD
 LK0446_STAMPING: D 443 1986
 LK0446_MARK LOGO: NGS   
 LK0446_PROJECTION: FLUSH
 LK0446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0446_ROD/PIPE-DEPTH: 14.3 meters
 LK0446
 LK0446  HISTORY     - Date     Condition        Report By
 LK0446  HISTORY     - 1986     MONUMENTED       NGS
 LK0446
 LK0446                          STATION DESCRIPTION
 LK0446
 LK0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LK0446'4.0 KM (2.5 MI) NE FROM SEDGWICK.
 LK0446'0.08 KM (0.05 MI) SOUTH ALONG MAIN AVENUE FROM THE POST OFFICE IN
 LK0446'SEDGWICK, THENCE 3.9 KM (2.4 MI) NORTHEAST ALONG US HIGHWAY 138, AT A
 LK0446'CROSS-ROADS AND ROAD P 59 LEADING NORTH, ON THE SOUTH RIGHT OF WAY OF
 LK0446'THE UNION PACIFIC RAILROAD, 14.2 METERS (46.6 FT) SOUTH-SOUTHEAST OF
 LK0446'THE SOUTHEAST RAIL, 12.7 METERS (41.6 FT) EAST-NORTHEAST OF THE
 LK0446'RAILROAD CROSSING SIGNAL SIGN POST, 11.9 METERS (39 FT) EAST-NORTHEAST
 LK0446'OF THE CENTER OF A GRAVEL ROAD LEADING SOUTH, 0.61 METERS (2 FT)
 LK0446'NORTHEAST OF A CORNER FENCE POST AND 0.3 METER (1 FT) NORTHWEST OF THE
 LK0446'RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LK0446'5-INCH LOGO CAP.
 LK0446'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 LK0446'THE MARK IS 0.3 M BELOW THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4827 ***********************************************************************
 AE4827  DESIGNATION -  D 447
 AE4827  PID         -  AE4827
 AE4827  STATE/COUNTY-  CO/PROWERS
 AE4827  USGS QUAD   -  DURKEE CREEK SE (1966)
 AE4827
 AE4827                         *CURRENT SURVEY CONTROL
 AE4827  ___________________________________________________________________
 AE4827* NAD 83(1986)-  37 52 02.     (N)    102 07 02.     (W)     SCALED    
 AE4827* NAVD 88     -      1110.614  (meters)    3643.74   (feet)  ADJUSTED  
 AE4827  ___________________________________________________________________
 AE4827  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 AE4827  DYNAMIC HT  -        1109.542 (meters)    3640.22  (feet)  COMP
 AE4827  MODELED GRAV-     979,626.7   (mgal)                       NAVD 88
 AE4827
 AE4827  VERT ORDER  -  FIRST     CLASS II
 AE4827
 AE4827.The horizontal coordinates were scaled from a topographic map and have
 AE4827.an estimated accuracy of +/- 6 seconds.
 AE4827
 AE4827.The orthometric height was determined by differential leveling
 AE4827.and adjusted by the National Geodetic Survey in July 2002..
 AE4827
 AE4827.The geoid height was determined by GEOID03.
 AE4827
 AE4827.The dynamic height is computed by dividing the NAVD 88
 AE4827.geopotential number by the normal gravity value computed on the
 AE4827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4827.degrees latitude (g = 980.6199 gals.).
 AE4827
 AE4827.The modeled gravity was interpolated from observed gravity values.
 AE4827
 AE4827;                    North         East    Units  Estimated Accuracy
 AE4827;SPC CO S     -   443,430.    1,211,970.      MT  (+/- 180 meters Scaled)
 AE4827
 AE4827                          SUPERSEDED SURVEY CONTROL
 AE4827
 AE4827.No superseded survey control is available for this station.
 AE4827
 AE4827_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB535950(NAD 83)
 AE4827_MARKER: I = METAL ROD
 AE4827_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4827_STAMPING: D 447 1997
 AE4827_MARK LOGO: NGS   
 AE4827_PROJECTION: FLUSH
 AE4827_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4827+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4827_ROD/PIPE-DEPTH: 19.5 meters
 AE4827_SLEEVE-DEPTH  : 0.9 meters
 AE4827
 AE4827  HISTORY     - Date     Condition        Report By
 AE4827  HISTORY     - 1997     MONUMENTED       NGS
 AE4827
 AE4827                          STATION DESCRIPTION
 AE4827
 AE4827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4827'20.6 KM (12.80 MI) SOUTHERLY ALONG STATE HIGHWAY 89 FROM THE JUNCTION
 AE4827'OF U.S.  HIGHWAY 50 IN HOLLY, 18.4 M (60.4 FT) WEST OF THE HIGHWAY
 AE4827'CENTERLINE, 7.8 M (25.6 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD,
 AE4827'2.7 M (8.9 FT) WEST OF A T-JUNCTION UTILITY POLE, 0.6 M (2.0 FT) WEST
 AE4827'OF A WITNESS POST, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AE4827'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AE4827'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4230 ***********************************************************************
 DF4230  DESIGNATION -  D 447
 DF4230  PID         -  DF4230
 DF4230  STATE/COUNTY-  CO/CLEAR CREEK
 DF4230  USGS QUAD   -  SQUAW PASS (1974)
 DF4230
 DF4230                         *CURRENT SURVEY CONTROL
 DF4230  ___________________________________________________________________
 DF4230* NAD 83(1986)-  39 44 44.     (N)    105 26 20.     (W)     SCALED    
 DF4230* NAVD 88     -      2202.866  (meters)    7227.24   (feet)  ADJUSTED  
 DF4230  ___________________________________________________________________
 DF4230  GEOID HEIGHT-         -13.63  (meters)                     GEOID03
 DF4230  DYNAMIC HT  -        2200.520 (meters)    7219.54  (feet)  COMP
 DF4230  MODELED GRAV-     979,482.1   (mgal)                       NAVD 88
 DF4230
 DF4230  VERT ORDER  -  FIRST     CLASS II
 DF4230
 DF4230.The horizontal coordinates were scaled from a topographic map and have
 DF4230.an estimated accuracy of +/- 6 seconds.
 DF4230
 DF4230.The orthometric height was determined by differential leveling
 DF4230.and adjusted by the National Geodetic Survey in November 2003..
 DF4230
 DF4230.The geoid height was determined by GEOID03.
 DF4230
 DF4230.The dynamic height is computed by dividing the NAVD 88
 DF4230.geopotential number by the normal gravity value computed on the
 DF4230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4230.degrees latitude (g = 980.6199 gals.).
 DF4230
 DF4230.The modeled gravity was interpolated from observed gravity values.
 DF4230
 DF4230;                    North         East    Units  Estimated Accuracy
 DF4230;SPC CO C     -   517,080.      919,640.      MT  (+/- 180 meters Scaled)
 DF4230
 DF4230                          SUPERSEDED SURVEY CONTROL
 DF4230
 DF4230.No superseded survey control is available for this station.
 DF4230
 DF4230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD623996(NAD 83)
 DF4230_MARKER: DV = VERTICAL CONTROL DISK
 DF4230_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DF4230_SP_SET: ABUTMENT SLAB
 DF4230_STAMPING: D 447 2000
 DF4230_MARK LOGO: NGS   
 DF4230_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4230+STABILITY: SURFACE MOTION
 DF4230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4230+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2000
 DF4230
 DF4230  HISTORY     - Date     Condition        Report By
 DF4230  HISTORY     - 20000719 MONUMENTED       NGS
 DF4230
 DF4230                          STATION DESCRIPTION
 DF4230
 DF4230'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 DF4230'THE STATION IS LOCATED ABOUT 1.85 MI EAST OF THE EASTERN ENTRANCE
 DF4230'TO THE INTERSTATE 70 TUNNEL AND 0.05 MI SOUTHEAST FROM THE
 DF4230'JUNCTION OF INTERSTATE 70 AND U. S. HIGHWAY 6, IN THE
 DF4230'SOUTHWEST 1/4 OF SECTION 34, T 3 S, R 72 W.  OWNERSHIP--COLORADO
 DF4230'DEPT. OF TRANSPORTATION RIGHT-OF-WAY.
 DF4230' 
 DF4230'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 6 AND
 DF4230'U. S. HIGHWAY 40 IN CLEAR CREEK CANYON, GO NORTHWEST ON U. S.
 DF4230'HIGHWAY 6 AND 40, GOT 0.5 MI TO THE SIDE ROAD LEFT, OFF RAMP FOR
 DF4230'INTERSTATE 70. TURN LEFT, SOUTH, FOR 0.05 MI, CROSSING THE BRIDGE
 DF4230'OVER CLEAR CREEK TO THE END OF LANE TRAVEL AND A SIDE ROAD RIGHT
 DF4230'WHICH IS PARKING AND ACCESS FOR A BIKE TRAIL. TURN RIGHT, WEST, 0.1
 DF4230'MI TO THE STATION ON THE LEFT IN AN ABANDONED BRIDGE ABUTMENT.
 DF4230' 
 DF4230'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN A 3.4 M BY 1.4 M
 DF4230'CONCRETE SLAB ON THE NORTHWEST CORNER OF AN OLD BRIDGE
 DF4230'ABUTMENT ON THE SOUTHWEST SIDE AND BELOW THE INTERSTATE AND
 DF4230'AT GROUND LEVEL. IT IS 13.1 M SOUTHWEST FROM THE WESTERN MOST
 DF4230'COLUMN OF THE EASTBOUND INTERSTATE 70 THAT IS NEAREST TO CLEAR
 DF4230'CREEK, 3.7 M SOUTH-SOUTHEAST FROM THE CENTER OF A BIKE PATH, 0.9 M
 DF4230'WEST FROM A WITNESS POST, 0.8 M NORTHWEST FROM THE NORTHWEST
 DF4230'CORNER OF THE OLD ABUTMENT AND ABOUT 0.1 MI EAST OF THE EASTERN
 DF4230'GATE OF THE BIKE PATH.
 DF4230'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4259 ***********************************************************************
 DF4259  DESIGNATION -  D 448
 DF4259  PID         -  DF4259
 DF4259  STATE/COUNTY-  CO/JEFFERSON
 DF4259  USGS QUAD   -  MORRISON (1994)
 DF4259
 DF4259                         *CURRENT SURVEY CONTROL
 DF4259  ___________________________________________________________________
 DF4259* NAD 83(1986)-  39 41 47.     (N)    105 13 04.     (W)     SCALED    
 DF4259* NAVD 88     -      2016.441  (meters)    6615.61   (feet)  ADJUSTED  
 DF4259  ___________________________________________________________________
 DF4259  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 DF4259  DYNAMIC HT  -        2014.375 (meters)    6608.83  (feet)  COMP
 DF4259  MODELED GRAV-     979,529.5   (mgal)                       NAVD 88
 DF4259
 DF4259  VERT ORDER  -  FIRST     CLASS II
 DF4259
 DF4259.The horizontal coordinates were scaled from a topographic map and have
 DF4259.an estimated accuracy of +/- 6 seconds.
 DF4259
 DF4259.The orthometric height was determined by differential leveling
 DF4259.and adjusted by the National Geodetic Survey in November 2003..
 DF4259
 DF4259.The geoid height was determined by GEOID03.
 DF4259
 DF4259.The dynamic height is computed by dividing the NAVD 88
 DF4259.geopotential number by the normal gravity value computed on the
 DF4259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4259.degrees latitude (g = 980.6199 gals.).
 DF4259
 DF4259.The modeled gravity was interpolated from observed gravity values.
 DF4259
 DF4259;                    North         East    Units  Estimated Accuracy
 DF4259;SPC CO C     -   511,660.      938,610.      MT  (+/- 180 meters Scaled)
 DF4259
 DF4259                          SUPERSEDED SURVEY CONTROL
 DF4259
 DF4259.No superseded survey control is available for this station.
 DF4259
 DF4259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD813940(NAD 83)
 DF4259_MARKER: DV = VERTICAL CONTROL DISK
 DF4259_SETTING: 66 = SET IN ROCK OUTCROP
 DF4259_STAMPING: D 448 2000
 DF4259_MARK LOGO: NGS   
 DF4259_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4259_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF4259+STABILITY: POSITION/ELEVATION WELL
 DF4259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4259+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2000
 DF4259
 DF4259  HISTORY     - Date     Condition        Report By
 DF4259  HISTORY     - 20000817 MONUMENTED       NGS
 DF4259
 DF4259                          STATION DESCRIPTION
 DF4259
 DF4259'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 DF4259'THE STATION IS LOCATED 4 MI SOUTH OF GOLDEN, 3.2 MI
 DF4259'NORTH-NORTHWEST OF MORRISON AND 0.35 MI WEST OF THE MOUTH OF
 DF4259'MOUNT VERNON CANYON, IN THE SOUTHWEST 1/4 OF SECTION 15, T 4 S, R
 DF4259'70 W, AT U. S. HIGHWAY 40 MILEPOST 283.9.  OWNERSHIP--COLORADO DEPT.
 DF4259'OF TRANSPORTATION RIGHT-OF-WAY.
 DF4259' 
 DF4259'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 40
 DF4259'AND 26 AND U. S. HIGHWAY 40 AND INTERSTATE 70, GO WEST ON U. S.
 DF4259'HIGHWAY 40, NORTHERN ACCESS ROAD FOR INTERSTATE 70, FOR 0.8 MI TO
 DF4259'THE STATION ON THE RIGHT AT THE WEST END OF A ROCK CUT.
 DF4259' 
 DF4259'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN BEDROCK AT THE
 DF4259'WEST END OF A ROCK CUT. IT IS 23.8 M SOUTH FROM THE NORTHERN
 DF4259'RIGHT-OF-WAY FENCE, 23.0 M EAST FROM THE CENTER OF A GROUP OF
 DF4259'TREES, 12.1 M NORTH FROM THE CENTER LINE OF U. S. HIGHWAY 40, 0.6 M
 DF4259'WEST-SOUTHWEST FROM A WITNESS POST AND ABOUT 1 M ABOVE THE
 DF4259'ROAD.
 DF4259' 
 DF4259' 
 DF4259'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5474 ***********************************************************************
 DF5474  DESIGNATION -  D 449
 DF5474  PID         -  DF5474
 DF5474  STATE/COUNTY-  CO/CLEAR CREEK
 DF5474  USGS QUAD   -  EMPIRE (1974)
 DF5474
 DF5474                         *CURRENT SURVEY CONTROL
 DF5474  ___________________________________________________________________
 DF5474* NAD 83(1986)-  39 45 08.     (N)    105 39 38.     (W)     SCALED    
 DF5474* NAVD 88     -      2530.281  (meters)    8301.43   (feet)  ADJUSTED  
 DF5474  ___________________________________________________________________
 DF5474  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 DF5474  DYNAMIC HT  -        2527.293 (meters)    8291.63  (feet)  COMP
 DF5474  MODELED GRAV-     979,354.9   (mgal)                       NAVD 88
 DF5474
 DF5474  VERT ORDER  -  FIRST     CLASS II
 DF5474
 DF5474.The horizontal coordinates were scaled from a topographic map and have
 DF5474.an estimated accuracy of +/- 6 seconds.
 DF5474
 DF5474.The orthometric height was determined by differential leveling
 DF5474.and adjusted by the National Geodetic Survey in November 2003..
 DF5474
 DF5474.The geoid height was determined by GEOID03.
 DF5474
 DF5474.The dynamic height is computed by dividing the NAVD 88
 DF5474.geopotential number by the normal gravity value computed on the
 DF5474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5474.degrees latitude (g = 980.6199 gals.).
 DF5474
 DF5474.The modeled gravity was interpolated from observed gravity values.
 DF5474
 DF5474;                    North         East    Units  Estimated Accuracy
 DF5474;SPC CO C     -   517,830.      900,640.      MT  (+/- 180 meters Scaled)
 DF5474
 DF5474                          SUPERSEDED SURVEY CONTROL
 DF5474
 DF5474.No superseded survey control is available for this station.
 DF5474
 DF5474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE434004(NAD 83)
 DF5474_MARKER: DV = VERTICAL CONTROL DISK
 DF5474_SETTING: 80 = SET IN A BOULDER
 DF5474_STAMPING: D 449 2001
 DF5474_MARK LOGO: NGS   
 DF5474_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5474+STABILITY: SURFACE MOTION
 DF5474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5474+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2001
 DF5474
 DF5474  HISTORY     - Date     Condition        Report By
 DF5474  HISTORY     - 20010816 MONUMENTED       NGS
 DF5474
 DF5474                          STATION DESCRIPTION
 DF5474
 DF5474'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5474'THE STATION IS LOCATED ABOUT 3.55 MI NORTH-NORTHEAST OF GEORGETOWN, 2
 DF5474'MI SOUTHWEST OF
 DF5474'LAWSON AND 1.35 MI EAST-SOUTHEAST OF EMPIRE, IN THE NORTHWEST 1/4 OF
 DF5474'SECTION 34, T 3 S, R
 DF5474'74 W. OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY.
 DF5474' 
 DF5474'TO REACH THE STATION FROM THE HARRY M. LOCKE DAM FACE AND INTERSTATE
 DF5474'70 SOUTHERN
 DF5474'ACCESS ROAD JUST NORTH OF GEORGETOWN, GO NORTH-NORTHEAST ON THE ACCESS
 DF5474'ROAD FOR 2.1
 DF5474'MI TO THE STATION ON THE RIGHT, AT THE INTERSECTION OF COUNTY ROAD 306
 DF5474'(ENTRANCE TO THE
 DF5474'EASTER SEAL CAMP) AND THE BRIDGE CROSSOVER WHERE THE INTERSTATE 70
 DF5474'ACCESS ROAD GOES
 DF5474'FROM THE NORTHSIDE TO THE SOUTHSIDE.
 DF5474' 
 DF5474'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF A
 DF5474'LARGE PARTIALLY EXPOSED
 DF5474'BOULDER 1.9 M BY 0.7 M BY 0.1 M HIGH. IT IS 22.6 M SOUTH-SOUTHEAST
 DF5474'FROM THE CENTER LINE OF
 DF5474'THE OVERPASS BRIDGE OVER INTERSTATE 70 AND THE SOUTHERN ACCESS ROAD,
 DF5474'22.0 M
 DF5474'NORTHEAST FROM A POWER POLE, 9.4 M EAST-SOUTHEAST FROM THE CENTER LINE
 DF5474'OF THE
 DF5474'SOUTHERN ACCESS ROAD, 2.4 M SOUTHWEST FROM THE ENTRANCE TO BEAVER
 DF5474'CREEK TRAIL, 0.9 M
 DF5474'WEST-NORTHWEST FROM A PLANK FENCE, 0.9 EAST NORTHEAST FROM A WITENSS
 DF5474'POST AND ABOUT
 DF5474'0.6 M HIGHER THAN THE ROAD.
 DF5474'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0289 ***********************************************************************
 LM0289  DESIGNATION -  D 45
 LM0289  PID         -  LM0289
 LM0289  STATE/COUNTY-  CO/ROUTT
 LM0289  USGS QUAD   -  STEAMBOAT SPRINGS (1969)
 LM0289
 LM0289                         *CURRENT SURVEY CONTROL
 LM0289  ___________________________________________________________________
 LM0289* NAD 83(1992)-  40 23 55.88673(N)    106 49 32.86436(W)     ADJUSTED  
 LM0289* NAVD 88     -      2087.984  (meters)    6850.33   (feet)  ADJUSTED  
 LM0289  ___________________________________________________________________
 LM0289  X           -  -1,408,439.640 (meters)                     COMP
 LM0289  Y           -  -4,657,397.942 (meters)                     COMP
 LM0289  Z           -   4,113,158.290 (meters)                     COMP
 LM0289  LAPLACE CORR-           9.26  (seconds)                    DEFLEC99
 LM0289  ELLIP HEIGHT-        2075.45  (meters)          (12/03/02) GPS OBS
 LM0289  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 LM0289  DYNAMIC HT  -        2085.856 (meters)    6843.35  (feet)  COMP
 LM0289  MODELED GRAV-     979,532.1   (mgal)                       NAVD 88
 LM0289
 LM0289  HORZ ORDER  -  FIRST
 LM0289  VERT ORDER  -  FIRST     CLASS II
 LM0289  ELLP ORDER  -  FOURTH    CLASS II
 LM0289
 LM0289.The horizontal coordinates were established by GPS observations
 LM0289.and adjusted by the National Geodetic Survey in June 1998..
 LM0289
 LM0289.The orthometric height was determined by differential leveling
 LM0289.and adjusted by the National Geodetic Survey in June 1991..
 LM0289
 LM0289.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LM0289
 LM0289.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0289
 LM0289.The ellipsoidal height was determined by GPS observations
 LM0289.and is referenced to NAD 83.
 LM0289
 LM0289.The geoid height was determined by GEOID03.
 LM0289
 LM0289.The dynamic height is computed by dividing the NAVD 88
 LM0289.geopotential number by the normal gravity value computed on the
 LM0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0289.degrees latitude (g = 980.6199 gals.).
 LM0289
 LM0289.The modeled gravity was interpolated from observed gravity values.
 LM0289
 LM0289;                    North         East     Units Scale Factor Converg.
 LM0289;SPC CO N     -   423,948.539   801,857.165   MT  0.99996018   -0 51 23.9
 LM0289;SPC CO N     - 1,390,904.50  2,630,759.72   sFT  0.99996018   -0 51 23.9
 LM0289;UTM  13      - 4,473,628.304   345,056.942   MT  0.99989552   -1 11 00.8
 LM0289
 LM0289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0289!SPC CO N     -   0.99967453  x   0.99996018  =   0.99963472
 LM0289!UTM  13      -   0.99967453  x   0.99989552  =   0.99957008
 LM0289
 LM0289                          SUPERSEDED SURVEY CONTROL
 LM0289
 LM0289  ELLIP H (06/12/98) 2075.43   (m)                       GP(       ) 3 2
 LM0289  NAVD 88 (06/12/98) 2087.98   (m)         6850.3    (f) LEVELING    3  
 LM0289  NGVD 29 (??/??/92) 2086.663  (m)         6845.99   (f) ADJ UNCH    1 2
 LM0289
 LM0289.Superseded values are not recommended for survey control.
 LM0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0289.See file dsdata.txt to determine how the superseded data were derived.
 LM0289
 LM0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE4505773628(NAD 83)
 LM0289_MARKER: DB = BENCH MARK DISK
 LM0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0289_STAMPING: D 45 1934
 LM0289_MARK LOGO: CGS   
 LM0289_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LM0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0289+STABILITY: SURFACE MOTION
 LM0289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LM0289+SATELLITE: SATELLITE OBSERVATIONS - October 26, 1997
 LM0289
 LM0289  HISTORY     - Date     Condition        Report By
 LM0289  HISTORY     - 1934     MONUMENTED       CGS
 LM0289  HISTORY     - 1969     GOOD             USGS
 LM0289  HISTORY     - 19930915 GOOD             CODOT
 LM0289  HISTORY     - 19971026 GOOD             CODOT
 LM0289
 LM0289                          STATION DESCRIPTION
 LM0289
 LM0289'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 LM0289'6.9 MI S FROM STEAMBOAT SPRINGS.
 LM0289'STEAMBOAT SPRINGS, 4.4 MILES S OF ALONG US HWY. 40.  THENCE 2.5 MILES
 LM0289'S ALONG COLORADO STATE HWY. 131.  30 FT N AND 50 FT W OF CENTER OF
 LM0289'HWY. 131 AND GRAVELED ROAD WEST.
 LM0289
 LM0289                          STATION RECOVERY (1993)
 LM0289
 LM0289'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1993 (BD)
 LM0289'RECOVERED AS DESCRIBED.
 LM0289
 LM0289                          STATION RECOVERY (1997)
 LM0289
 LM0289'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 LM0289'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) SOUTH OF STEAMBOAT SPRINGS,
 LM0289'2.2 MI (3.5 KM) SOUTH-SOUTHWEST FOR THE INTERSECTION OF U.S.  HIGHWAY
 LM0289'40 AND STATE HIGHWAY 131 AND 1.5 MI (2.4 KM) NORTHEAST OF THE RAILROAD
 LM0289'SIDING AT SIDNEY, IN THE SOUTHEAST 1/4 OF SECTION 8, T 5 N, R 85 W, AT
 LM0289'STATE HIGHWAY 131 MILEPOST 66.15.  OWNERSHIP--ROUTT COUNTY ROAD
 LM0289'RIGHT-OF-WAY  TO REACH THE STATION FROM THE INTERSECTION OF U.  S.
 LM0289'HIGHWAY 40 AND STATE HIGHWAY 131, SOUTH OF STREAMBOAT SPRINGS, GO
 LM0289'SOUTH ON STATE HIGHWAY 131 FOR 2.5 MI (4.0 KM) TO THE STATION ON THE
 LM0289'RIGHT, NORTHWEST CORNER OF THE INTERSECTION  THE MARK IS A STANDARD
 LM0289'DISK SET IN THE TOP OF A SQUARE 35 CM CONCRETE POST, PROJECTING 8 CM
 LM0289'ABOVE THE GROUND.  THE EAST SIDE OF THE MONUMENT AND PART OF THE DISK
 LM0289'HAS BEEN HIT LIGHTLY, BUT DOES NOT APPEAR TO HAVE MOVED.  IT IS 14.8 M
 LM0289'(48.6 FT) WEST FROM THE CENTER LINE OF STATE HIGHWAY 131, 8.2 M (26.9
 LM0289'FT) NORTH FROM THE CENTER LINE OF ROUTT COUNTY ROAD 22, 4.2 M (13.8
 LM0289'FT) WEST-SOUTHWEST FROM A FENCE CORNER, 0.7 M (2.3 FT) SOUTH FROM A
 LM0289'WOODEN RAIL FENCE, 0.6 M (2.0 FT) SOUTH FROM A CODOT WITNESS POST, 0.4
 LM0289'M (1.3 FT) WEST FROM A NGS WITNESS POST AND ABOUT 1 M (3.3 FT) LOWER
 LM0289'THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5524 ***********************************************************************
 DF5524  DESIGNATION -  D 450
 DF5524  PID         -  DF5524
 DF5524  STATE/COUNTY-  CO/SUMMIT
 DF5524  USGS QUAD   -  DILLON (1987)
 DF5524
 DF5524                         *CURRENT SURVEY CONTROL
 DF5524  ___________________________________________________________________
 DF5524* NAD 83(1992)-  39 37 43.04630(N)    106 03 54.76739(W)     ADJUSTED  
 DF5524* NAVD 88     -      2686.669  (meters)    8814.51   (feet)  ADJUSTED  
 DF5524  ___________________________________________________________________
 DF5524  X           -  -1,361,841.477 (meters)                     COMP
 DF5524  Y           -  -4,728,984.745 (meters)                     COMP
 DF5524  Z           -   4,048,018.140 (meters)                     COMP
 DF5524  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 DF5524  ELLIP HEIGHT-        2674.05  (meters)          (10/27/04) GPS OBS
 DF5524  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 DF5524  DYNAMIC HT  -        2683.366 (meters)    8803.68  (feet)  COMP
 DF5524  MODELED GRAV-     979,300.6   (mgal)                       NAVD 88
 DF5524
 DF5524  HORZ ORDER  -  FIRST
 DF5524  VERT ORDER  -  FIRST     CLASS II
 DF5524  ELLP ORDER  -  FOURTH    CLASS II
 DF5524
 DF5524.The horizontal coordinates were established by GPS observations
 DF5524.and adjusted by the MOUNTAIN SURVEYING in October 2004..
 DF5524
 DF5524.The orthometric height was determined by differential leveling
 DF5524.and adjusted by the National Geodetic Survey in November 2003..
 DF5524
 DF5524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5524
 DF5524.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5524
 DF5524.The ellipsoidal height was determined by GPS observations
 DF5524.and is referenced to NAD 83.
 DF5524
 DF5524.The geoid height was determined by GEOID03.
 DF5524
 DF5524.The dynamic height is computed by dividing the NAVD 88
 DF5524.geopotential number by the normal gravity value computed on the
 DF5524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5524.degrees latitude (g = 980.6199 gals.).
 DF5524
 DF5524.The modeled gravity was interpolated from observed gravity values.
 DF5524
 DF5524;                    North         East     Units Scale Factor Converg.
 DF5524;SPC CO C     -   504,246.883   865,877.011   MT  0.99997824   -0 21 23.3
 DF5524;SPC CO C     - 1,654,349.98  2,840,798.16   sFT  0.99997824   -0 21 23.3
 DF5524;UTM  13      - 4,387,081.478   408,582.069   MT  0.99970289   -0 40 46.0
 DF5524
 DF5524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5524!SPC CO C     -   0.99958066  x   0.99997824  =   0.99955891
 DF5524!UTM  13      -   0.99958066  x   0.99970289  =   0.99928367
 DF5524
 DF5524                          SUPERSEDED SURVEY CONTROL
 DF5524
 DF5524  NAVD 88 (10/27/04) 2686.67   (m)         8814.5    (f) LEVELING    3  
 DF5524
 DF5524.Superseded values are not recommended for survey control.
 DF5524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5524.See file dsdata.txt to determine how the superseded data were derived.
 DF5524
 DF5524_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD0858287081(NAD 83)
 DF5524_MARKER: DV = VERTICAL CONTROL DISK
 DF5524_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF5524_SP_SET: BRIDGE ABUTMENT
 DF5524_STAMPING: D 450 2001
 DF5524_MARK LOGO: NGS   
 DF5524_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5524+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 DF5524
 DF5524  HISTORY     - Date     Condition        Report By
 DF5524  HISTORY     - 20010829 MONUMENTED       NGS
 DF5524  HISTORY     - 20030910 GOOD             NGS
 DF5524  HISTORY     - 20040130 GOOD             MSAM
 DF5524
 DF5524                          STATION DESCRIPTION
 DF5524
 DF5524'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5524'THE STATION IS LOCATED ABOUT 0.5 MI SOUTHEAST OF SILVERTHORNE, 3.3 MI
 DF5524'WEST OF
 DF5524'TENDERFOOT MOUNTAIN AND 1.0 MI WEST OF DILLON, IN THE SOUTHEAST 1/4 OF
 DF5524'SECTION 12, T 5 S, R
 DF5524'78 W, AT U. S. HIGHWAY 6 MILEPOST 209.0. OWNERSHIP--COLORADO
 DF5524'DEPARTMENT OF
 DF5524'TRANSPORTATION RIGHT-OF-WAY.
 DF5524' 
 DF5524'TO REACH THE STATION FROM THE INTERSTATE 70 EXIT 205 UNDERPASS, U. S.
 DF5524'HIGHWAY 6,  GO
 DF5524'SOUTH 0.1 MI TO AN ON RAMP TO INTERSTATE 70 EASTBOUND AND A PEDESTRIAN
 DF5524'BRIDGE AND THE
 DF5524'MARK IN THE NORTHWEST CORNER OF THE BRIDGE.
 DF5524' 
 DF5524'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE THE TOP OF THE
 DF5524'NORTHWEST CORNER OF A
 DF5524'PEDESTRIAN BRIDGE OVER STRAIGHT CREEK. THE BRIDGE IS 15.2 LONG. IT IS
 DF5524'84.6 M WEST FROM THE
 DF5524'EXTENDED CENTER OF STEPHENS WAY, 21.2 M SOUTHWEST FROM CDOT CONTROL
 DF5524'MONUMENT
 DF5524'209.01, 16.2 M NORTH FROM THE CENTER LINE OF U. S. HIGHWAY 6
 DF5524'WESTBOUND, 9.6 M EAST FROM
 DF5524'THE CENTER OF CROSSING AND THE INTERSTATE 70 EASTBOUND ON RAMP, 4.9 M
 DF5524'NORTHEAST FROM
 DF5524'A LIGHT POLE AND 0.25 M NORTH FROM THE NORTHWEST CORNER OF THE BRIDGE
 DF5524'RAILING AND
 DF5524'WITNESS POST.
 DF5524' 
 DF5524'
 DF5524
 DF5524                          STATION RECOVERY (2003)
 DF5524
 DF5524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 DF5524'MODIFICATIONS TO 2001 DESCRIPTION.  FROM UNDERPASS, US HWY 6 AND COLO
 DF5524'HWY 9, GO EAST FOR 0.1 MI TO ON RAMP.  MARK IS AT NW CORNER OF BRIDGE
 DF5524'AND 0.3 M BELOW SIDEWALK LEVEL.  THIS IS GRAVITY BASE STATION
 DF5524'SILVERTHORNE D 450.
 DF5524
 DF5524                          STATION RECOVERY (2004)
 DF5524
 DF5524'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (KCH)
 DF5524'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2004 (BAJ)
 DF5524'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5492 ***********************************************************************
 DF5492  DESIGNATION -  D 451
 DF5492  PID         -  DF5492
 DF5492  STATE/COUNTY-  CO/CLEAR CREEK
 DF5492  USGS QUAD   -  GRAYS PEAK (1987)
 DF5492
 DF5492                         *CURRENT SURVEY CONTROL
 DF5492  ___________________________________________________________________
 DF5492* NAD 83(1992)-  39 41 56.38670(N)    105 50 00.42440(W)     ADJUSTED  
 DF5492* NAVD 88     -      3078.417  (meters)   10099.77   (feet)  ADJUSTED  
 DF5492  ___________________________________________________________________
 DF5492  X           -  -1,341,422.654 (meters)                     COMP
 DF5492  Y           -  -4,729,945.047 (meters)                     COMP
 DF5492  Z           -   4,054,285.833 (meters)                     COMP
 DF5492  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 DF5492  ELLIP HEIGHT-        3066.15  (meters)          (10/27/04) GPS OBS
 DF5492  GEOID HEIGHT-         -12.27  (meters)                     GEOID03
 DF5492  DYNAMIC HT  -        3074.460 (meters)   10086.79  (feet)  COMP
 DF5492  MODELED GRAV-     979,228.9   (mgal)                       NAVD 88
 DF5492
 DF5492  HORZ ORDER  -  FIRST
 DF5492  VERT ORDER  -  FIRST     CLASS II
 DF5492  ELLP ORDER  -  FOURTH    CLASS II
 DF5492
 DF5492.The horizontal coordinates were established by GPS observations
 DF5492.and adjusted by the MOUNTAIN SURVEYING in October 2004..
 DF5492
 DF5492.The orthometric height was determined by differential leveling
 DF5492.and adjusted by the National Geodetic Survey in November 2003..
 DF5492
 DF5492.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5492
 DF5492.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5492
 DF5492.The ellipsoidal height was determined by GPS observations
 DF5492.and is referenced to NAD 83.
 DF5492
 DF5492.The geoid height was determined by GEOID03.
 DF5492
 DF5492.The dynamic height is computed by dividing the NAVD 88
 DF5492.geopotential number by the normal gravity value computed on the
 DF5492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5492.degrees latitude (g = 980.6199 gals.).
 DF5492
 DF5492.The modeled gravity was interpolated from observed gravity values.
 DF5492
 DF5492;                    North         East     Units Scale Factor Converg.
 DF5492;SPC CO C     -   511,961.605   885,802.851   MT  0.99999031   -0 12 37.1
 DF5492;SPC CO C     - 1,679,660.70  2,906,171.52   sFT  0.99999031   -0 12 37.1
 DF5492;UTM  13      - 4,394,681.602   428,544.993   MT  0.99966286   -0 31 56.6
 DF5492
 DF5492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5492!SPC CO C     -   0.99951920  x   0.99999031  =   0.99950952
 DF5492!UTM  13      -   0.99951920  x   0.99966286  =   0.99918222
 DF5492
 DF5492                          SUPERSEDED SURVEY CONTROL
 DF5492
 DF5492  NAVD 88 (10/27/04) 3078.42   (m)        10099.8    (f) LEVELING    3  
 DF5492
 DF5492.Superseded values are not recommended for survey control.
 DF5492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5492.See file dsdata.txt to determine how the superseded data were derived.
 DF5492
 DF5492_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD2854594682(NAD 83)
 DF5492_MARKER: DV = VERTICAL CONTROL DISK
 DF5492_SETTING: 66 = SET IN ROCK OUTCROP
 DF5492_STAMPING: D 451 2001
 DF5492_MARK LOGO: NGS   
 DF5492_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5492_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF5492+STABILITY: POSITION/ELEVATION WELL
 DF5492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5492+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 DF5492
 DF5492  HISTORY     - Date     Condition        Report By
 DF5492  HISTORY     - 20010913 MONUMENTED       NGS
 DF5492  HISTORY     - 20030910 GOOD             NGS
 DF5492  HISTORY     - 20040130 GOOD             MSAM
 DF5492
 DF5492                          STATION DESCRIPTION
 DF5492
 DF5492'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5492'THE STATION IS LOCATED ABOUT 1.6 MI WEST-NORTHWEST OF BAKERVILLE AND
 DF5492'1.6 MI
 DF5492'SOUTH-SOUTHWEST OF MOUNT PARNASSUS, AT INTERSTATE 70 MILEPOST 219.7.
 DF5492'OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY.
 DF5492' 
 DF5492'TO REACH THE STATION FROM EXIT 221, THE BAKERVILLE EXIT ON INTERSTATE
 DF5492'70, GO WEST ON THE
 DF5492'WESTBOUND LANES OF INTERSTATE 70 FOR 1.75 MI TO THE STATION ON THE
 DF5492'RIGHT, NEAR AN ADOPT
 DF5492'A HIGHWAY SIGN.
 DF5492' 
 DF5492'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF A ROCK
 DF5492'OUTCROP 1.0 M BY 0.7
 DF5492'M BY 0.1 M HIGH AND IN A ROCK CUT. IT IS 23.0 M EAST FROM A CULVERT,
 DF5492'20.0 M NORTH-NORTHEAST
 DF5492'FROM THE WESTBOUND INTERSTATE 70 CENTER LINE, 13.2 M NORTH-NORTHEAST
 DF5492'FROM THE EDGE
 DF5492'OF OIL FOR INTERSTATE 70, 11.5 M NORTHWEST FROM A SIGN--ADOPT A
 DF5492'HIGHWAY--, 1.95 M
 DF5492'NORTH-NORTHEAST FROM A WITNESS POST AND ABOUT 2 M ABOVE THE
 DF5492'INTERSTATE.
 DF5492'
 DF5492'
 DF5492
 DF5492                          STATION RECOVERY (2003)
 DF5492
 DF5492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 DF5492'ADOPT A HIGHWAY SIGN IS GONE.  SITE NOT SUITABLE FOR GRAVITY
 DF5492'OBSERVATIONS.
 DF5492
 DF5492                          STATION RECOVERY (2004)
 DF5492
 DF5492'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (KCH)
 DF5492'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2004 (BAJ)
 DF5492'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9141 ***********************************************************************
 DH9141  DESIGNATION -  D 457
 DH9141  PID         -  DH9141
 DH9141  STATE/COUNTY-  CO/DENVER
 DH9141  USGS QUAD   -  MILE HIGH LAKES (1994)
 DH9141
 DH9141                         *CURRENT SURVEY CONTROL
 DH9141  ___________________________________________________________________
 DH9141* NAD 83(1986)-  39 53 59.     (N)    104 39 33.     (W)     SCALED    
 DH9141* NAVD 88     -      1602.594  (meters)    5257.84   (feet)  ADJUSTED  
 DH9141  ___________________________________________________________________
 DH9141  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 DH9141  DYNAMIC HT  -        1601.121 (meters)    5253.01  (feet)  COMP
 DH9141  MODELED GRAV-     979,650.4   (mgal)                       NAVD 88
 DH9141
 DH9141  VERT ORDER  -  SECOND    CLASS I
 DH9141
 DH9141.The horizontal coordinates were scaled from a topographic map and have
 DH9141.an estimated accuracy of +/- 6 seconds.
 DH9141
 DH9141.The orthometric height was determined by differential leveling
 DH9141.and adjusted by the National Geodetic Survey in July 2006..
 DH9141
 DH9141.The geoid height was determined by GEOID03.
 DH9141
 DH9141.The dynamic height is computed by dividing the NAVD 88
 DH9141.geopotential number by the normal gravity value computed on the
 DH9141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9141.degrees latitude (g = 980.6199 gals.).
 DH9141
 DH9141.The modeled gravity was interpolated from observed gravity values.
 DH9141
 DH9141;                    North         East    Units  Estimated Accuracy
 DH9141;SPC CO C     -   534,530.      986,310.      MT  (+/- 180 meters Scaled)
 DH9141
 DH9141                          SUPERSEDED SURVEY CONTROL
 DH9141
 DH9141.No superseded survey control is available for this station.
 DH9141
 DH9141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE291166(NAD 83)
 DH9141_MARKER: F = FLANGE-ENCASED ROD
 DH9141_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9141_STAMPING: D 457 2005
 DH9141_MARK LOGO: NGS   
 DH9141_PROJECTION: FLUSH
 DH9141_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9141+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 DH9141_ROD/PIPE-DEPTH:  7.0 meters
 DH9141_SLEEVE-DEPTH  :  0.9 meters
 DH9141
 DH9141  HISTORY     - Date     Condition        Report By
 DH9141  HISTORY     - 20051026 MONUMENTED       WOOLPT
 DH9141
 DH9141                          STATION DESCRIPTION
 DH9141
 DH9141'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9141'DESCRIBED BY WOOLPERT, INC. 2005 (CRR)
 DH9141' 
 DH9141'THE STATION IS LOCATED 16.7 KM (10.4 MI) SOUTHEAST OF THE CITY OF
 DH9141'BRIGHTON, 10.4 KM (6.5 MI)  NORTHEAST OF THE INTERSECTION E470 AND
 DH9141'PENA BOULEVARD, AND 5.7 KM (3.5 MI) NORTHEAST OF  THE DIA TERMINAL.
 DH9141'OWNERSHIP - CITY AND COUNTY OF DENVER INTERNATIONAL AIRPORT, MR. KEN
 DH9141'CONLAN, (303)342-8665.
 DH9141' 
 DH9141'TO REACH THE STATION FROM THE INTERSECTION OF E470 AND EAST 120TH
 DH9141'AVENUE, HEAD EAST ON  EAST 120TH AVENUE 9.7 KM (6.0 MI) TO TRUSSVILLE
 DH9141'STREET, TURN RIGHT (SOUTH) ON TRUSSVILLE  STREET 1.6 KM (1.0 MI) TO
 DH9141'EAST 112TH AVENUE, TURN LEFT (EAST) 0.8 KM (0.5 MI) TO THE STATION ON
 DH9141'THE LEFT.
 DH9141' 
 DH9141'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 DH9141'REFUSAL A DEPTH OF 7.0  M, ENCASED IN A 90 CM LONG GREASED SLEEVE,
 DH9141'ENCLOSED IN A 6 INCH PVC PIPE WITH LOGO CAP  SURROUNDED BY A CONCRETE
 DH9141'COLLAR SET FLUSH WITH THE GROUND.  IT IS 152 M (500 FT)+/-  SOUTHWEST
 DH9141'OF A UTILITY BUILDING, 14.0 M (46.0 FT) NORTHWEST OF THE INTERSECTION
 DH9141'OF EAST  112TH AVENUE AND A FIELD ROAD TO THE SOUTH, 2.2 M (7.2 FT)
 DH9141'EAST OF A CARSONITE POST, AND 0.7  M (2.3 FT) SOUTH OF A CARSONITE
 DH9141'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0026 ***********************************************************************
 LN0026  DESIGNATION -  D 46
 LN0026  PID         -  LN0026
 LN0026  STATE/COUNTY-  CO/MOFFAT
 LN0026  USGS QUAD   -  PECK MESA (1986)
 LN0026
 LN0026                         *CURRENT SURVEY CONTROL
 LN0026  ___________________________________________________________________
 LN0026* NAD 83(1986)-  40 31 13.     (N)    108 15 16.     (W)     SCALED    
 LN0026* NAVD 88     -      1793.692  (meters)    5884.80   (feet)  POSTED    
 LN0026  ___________________________________________________________________
 LN0026  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 LN0026  DYNAMIC HT  -        1791.960 (meters)    5879.12  (feet)  COMP
 LN0026  MODELED GRAV-     979,598.3   (mgal)                       NAVD 88
 LN0026
 LN0026  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LN0026
 LN0026.The horizontal coordinates were scaled from a topographic map and have
 LN0026.an estimated accuracy of +/- 6 seconds.
 LN0026
 LN0026.The orthometric height was determined by differential leveling
 LN0026.and adjusted by the National Geodetic Survey in 1992..
 LN0026.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LN0026.rate of 1.1 thru 2.0 mm/km.
 LN0026
 LN0026.The geoid height was determined by GEOID03.
 LN0026
 LN0026.The dynamic height is computed by dividing the NAVD 88
 LN0026.geopotential number by the normal gravity value computed on the
 LN0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0026.degrees latitude (g = 980.6199 gals.).
 LN0026
 LN0026.The modeled gravity was interpolated from observed gravity values.
 LN0026
 LN0026;                    North         East    Units  Estimated Accuracy
 LN0026;SPC CO N     -   440,210.      681,030.      MT  (+/- 180 meters Scaled)
 LN0026
 LN0026                          SUPERSEDED SURVEY CONTROL
 LN0026
 LN0026  NGVD 29 (??/??/92) 1792.379  (m)         5880.50   (f) ADJ UNCH    1 2
 LN0026
 LN0026.Superseded values are not recommended for survey control.
 LN0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0026.See file dsdata.txt to determine how the superseded data were derived.
 LN0026
 LN0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK325891(NAD 83)
 LN0026_MARKER: DB = BENCH MARK DISK
 LN0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0026_STAMPING: D 46 1934
 LN0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0026+STABILITY: SURFACE MOTION
 LN0026
 LN0026  HISTORY     - Date     Condition        Report By
 LN0026  HISTORY     - 1934     MONUMENTED       CGS
 LN0026  HISTORY     - 1960     GOOD             USGS
 LN0026
 LN0026                          STATION DESCRIPTION
 LN0026
 LN0026'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 LN0026'10.8 MI W FROM MAYBELL.
 LN0026'6.1 MILES WEST ALONG COLO. 318 FROM MAYBELL (JUNCTION OF U.S. 40 AND
 LN0026'COLO. 318), 4.7 MILES ALONG A GRADED ROAD, 75 YARDS WEST OF THE WEST
 LN0026'END OF A WOODEN BRIDGE OVER LONE TREE GULCH, AND 26 FEET WEST OF THE
 LN0026'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED D 46 1934 AND SET IN
 LN0026'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0001 ***********************************************************************
 KL0001  DESIGNATION -  D 47
 KL0001  PID         -  KL0001
 KL0001  STATE/COUNTY-  CO/EAGLE
 KL0001  USGS QUAD   -  EDWARDS (1987)
 KL0001
 KL0001                         *CURRENT SURVEY CONTROL
 KL0001  ___________________________________________________________________
 KL0001* NAD 83(1986)-  39 37 41.     (N)    106 30 29.     (W)     SCALED    
 KL0001* NAVD 88     -      2285.809  (meters)    7499.36   (feet)  ADJUSTED  
 KL0001  ___________________________________________________________________
 KL0001  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 KL0001  DYNAMIC HT  -        2283.194 (meters)    7490.78  (feet)  COMP
 KL0001  MODELED GRAV-     979,401.0   (mgal)                       NAVD 88
 KL0001
 KL0001  VERT ORDER  -  FIRST     CLASS II
 KL0001
 KL0001.The horizontal coordinates were scaled from a topographic map and have
 KL0001.an estimated accuracy of +/- 6 seconds.
 KL0001
 KL0001.The orthometric height was determined by differential leveling
 KL0001.and adjusted by the National Geodetic Survey in June 1991..
 KL0001.WARNING-Repeat measurements at this control monument indicate possible
 KL0001.vertical movement.
 KL0001
 KL0001.The geoid height was determined by GEOID03.
 KL0001
 KL0001.The dynamic height is computed by dividing the NAVD 88
 KL0001.geopotential number by the normal gravity value computed on the
 KL0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0001.degrees latitude (g = 980.6199 gals.).
 KL0001
 KL0001.The modeled gravity was interpolated from observed gravity values.
 KL0001
 KL0001;                    North         East    Units  Estimated Accuracy
 KL0001;SPC CO C     -   504,510.      827,860.      MT  (+/- 180 meters Scaled)
 KL0001
 KL0001                          SUPERSEDED SURVEY CONTROL
 KL0001
 KL0001  NGVD 29 (??/??/92) 2284.353  (m)         7494.58   (f) ADJ UNCH    1 2
 KL0001
 KL0001.Superseded values are not recommended for survey control.
 KL0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0001.See file dsdata.txt to determine how the superseded data were derived.
 KL0001
 KL0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD705875(NAD 83)
 KL0001_MARKER: DB = BENCH MARK DISK
 KL0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KL0001_SP_SET: CULVERT
 KL0001_STAMPING: D 47 1934
 KL0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0001
 KL0001  HISTORY     - Date     Condition        Report By
 KL0001  HISTORY     - 1934     MONUMENTED       CGS
 KL0001  HISTORY     - 1959     GOOD             DOD
 KL0001
 KL0001                          STATION DESCRIPTION
 KL0001
 KL0001'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 KL0001'5.2 MI NW FROM MINTURN.
 KL0001'5.2 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KL0001'FROM MINTURN, EAGLE COUNTY, 1025 FEET WEST OF MILEPOST 307, AT A
 KL0001'CONCRETE CULVERT, IN THE TOP OF THE NORTH CONCRETE HEADWALL, AND 11.5
 KL0001'FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED D
 KL0001'47 1934.  NOTE-- IS 59 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 KL0001'TRAIL ROAD AND 1.4 FEET LOWER.  328 FEET WEST-SOUTHWEST OF THE
 KL0001'SOUTHEAST CORNER OF THE BARN AND 6.9 FEET LOWER.  AND 11.5 FEET NORTH
 KL0001'OF THE CENTERLINE OF THE RAILROAD TRACKS AND 1.8 FEET LOWER.  NOTE--
 KL0001'THE MARK IS SET FLUSH WITH THE CONCRETE HEADWALL 5.7 FEET ABOVE BOTTOM
 KL0001'OF DRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0395 ***********************************************************************
 LN0395  DESIGNATION -  D 48 RESET
 LN0395  PID         -  LN0395
 LN0395  STATE/COUNTY-  CO/MOFFAT
 LN0395  USGS QUAD   -  SNAKE JOHN REEF (1972)
 LN0395
 LN0395                         *CURRENT SURVEY CONTROL
 LN0395  ___________________________________________________________________
 LN0395* NAD 83(1986)-  40 15 32.     (N)    109 01 50.     (W)     SCALED    
 LN0395* NAVD 88     -      1746.772  (meters)    5730.87   (feet)  ADJUSTED  
 LN0395  ___________________________________________________________________
 LN0395  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 LN0395  DYNAMIC HT  -        1745.179 (meters)    5725.64  (feet)  COMP
 LN0395  MODELED GRAV-     979,651.6   (mgal)                       NAVD 88
 LN0395
 LN0395  VERT ORDER  -  FIRST     CLASS II
 LN0395
 LN0395.The horizontal coordinates were scaled from a topographic map and have
 LN0395.an estimated accuracy of +/- 6 seconds.
 LN0395
 LN0395.The orthometric height was determined by differential leveling
 LN0395.and adjusted by the National Geodetic Survey in June 1991..
 LN0395
 LN0395.The geoid height was determined by GEOID03.
 LN0395
 LN0395.The dynamic height is computed by dividing the NAVD 88
 LN0395.geopotential number by the normal gravity value computed on the
 LN0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0395.degrees latitude (g = 980.6199 gals.).
 LN0395
 LN0395.The modeled gravity was interpolated from observed gravity values.
 LN0395
 LN0395;                    North         East    Units  Estimated Accuracy
 LN0395;SPC CO N     -   413,540.      614,150.      MT  (+/- 180 meters Scaled)
 LN0395
 LN0395                          SUPERSEDED SURVEY CONTROL
 LN0395
 LN0395  NGVD 29 (03/28/06) 1745.36   (m)         5726.2    (f) RESET       3  
 LN0395
 LN0395.Superseded values are not recommended for survey control.
 LN0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0395.See file dsdata.txt to determine how the superseded data were derived.
 LN0395
 LN0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK674583(NAD 83)
 LN0395_MARKER: DB = BENCH MARK DISK
 LN0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0395_SP_SET: CONCRETE POST
 LN0395_STAMPING: D 48 RESET 1982
 LN0395_MARK LOGO: NGS   
 LN0395_PROJECTION: FLUSH
 LN0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0395+STABILITY: SURFACE MOTION
 LN0395
 LN0395  HISTORY     - Date     Condition        Report By
 LN0395  HISTORY     - 1982     MONUMENTED       NGS
 LN0395  HISTORY     - 1985     GOOD             NGS
 LN0395
 LN0395                          STATION DESCRIPTION
 LN0395
 LN0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LN0395'35.4 KM (22.00 MI) WEST FROM MASSADONA.
 LN0395'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION AS FOLLOWS.
 LN0395'35.4 KM (22.00 MI) WEST ALONG U.S. HIGHWAY 40 FROM MASSADONA,
 LN0395'1.1 KM (0.70 MI) WEST OF THE ABANDONED DANCE HALL AND MOTEL
 LN0395'AT BAXTER SPRINGS, 23.8 M (78.1 FT) NORTHEAST FROM THE CENTERLINE OF
 LN0395'U.S. HIGHWAY 40, 0.3 M (1.0 FT) SOUTHWEST FROM A RIGHT OF WAY FENCE,
 LN0395'AND ON THE NORTH SIDE OF THE ROAD.
 LN0395'THE MARK IS 2.0 FT  NW FROM  A WITNESS POST
 LN0395'THE MARK IS 3.3 FT ABOVE U.S. HIGHWAY 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0040 ***********************************************************************
 JL0040  DESIGNATION -  D 5
 JL0040  PID         -  JL0040
 JL0040  STATE/COUNTY-  CO/CHAFFEE
 JL0040  USGS QUAD   -  HARVARD LAKES (1994)
 JL0040
 JL0040                         *CURRENT SURVEY CONTROL
 JL0040  ___________________________________________________________________
 JL0040* NAD 83(1986)-  38 57 11.     (N)    106 11 44.     (W)     SCALED    
 JL0040* NAVD 88     -      2567.915  (meters)    8424.90   (feet)  ADJUSTED  
 JL0040  ___________________________________________________________________
 JL0040  GEOID HEIGHT-         -13.52  (meters)                     GEOID03
 JL0040  DYNAMIC HT  -        2564.595 (meters)    8414.01  (feet)  COMP
 JL0040  MODELED GRAV-     979,243.1   (mgal)                       NAVD 88
 JL0040
 JL0040  VERT ORDER  -  FIRST     CLASS II
 JL0040
 JL0040.The horizontal coordinates were scaled from a topographic map and have
 JL0040.an estimated accuracy of +/- 6 seconds.
 JL0040
 JL0040.The orthometric height was determined by differential leveling
 JL0040.and adjusted by the National Geodetic Survey in June 1991..
 JL0040.WARNING-Repeat measurements at this control monument indicate possible
 JL0040.vertical movement.
 JL0040
 JL0040.The geoid height was determined by GEOID03.
 JL0040
 JL0040.The dynamic height is computed by dividing the NAVD 88
 JL0040.geopotential number by the normal gravity value computed on the
 JL0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0040.degrees latitude (g = 980.6199 gals.).
 JL0040
 JL0040.The modeled gravity was interpolated from observed gravity values.
 JL0040
 JL0040;                    North         East    Units  Estimated Accuracy
 JL0040;SPC CO C     -   429,330.      854,110.      MT  (+/- 180 meters Scaled)
 JL0040
 JL0040                          SUPERSEDED SURVEY CONTROL
 JL0040
 JL0040  NGVD 29 (??/??/92) 2566.259  (m)         8419.47   (f) ADJ UNCH    1 2
 JL0040
 JL0040.Superseded values are not recommended for survey control.
 JL0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0040.See file dsdata.txt to determine how the superseded data were derived.
 JL0040
 JL0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD964122(NAD 83)
 JL0040_MARKER: DB = BENCH MARK DISK
 JL0040_SETTING: 66 = SET IN ROCK OUTCROP
 JL0040_SP_SET: ROCK OUTCROP
 JL0040_STAMPING: D 5 1925
 JL0040_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0040+STABILITY: POSITION/ELEVATION WELL
 JL0040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0040+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2004
 JL0040
 JL0040  HISTORY     - Date     Condition        Report By
 JL0040  HISTORY     - 1925     MONUMENTED       CGS
 JL0040  HISTORY     - 1953     GOOD             NGS
 JL0040  HISTORY     - 20040527 GOOD             GEOCAC
 JL0040
 JL0040                          STATION DESCRIPTION
 JL0040
 JL0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JL0040'8.4 MI SE FROM YALE.
 JL0040'8.4 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0040'FROM THE STATION AT YALE, 3 POLES SOUTHEAST OF MILEPOST 249, 66.7 FEET
 JL0040'NORTHEAST OF A FENCE, 32.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 0.3
 JL0040'FOOT ABOVE THE GROUND. SET IN THE TOP OF A 4X8 FOOT GRANITE OUTCROP.
 JL0040
 JL0040                          STATION RECOVERY (2004)
 JL0040
 JL0040'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 JL0040'FOUND IN GOOD CONDITION. NORTH 8.6 MILES ON US HWY 24 TO PRIVATE
 JL0040'DRIVEWAY FROM INTERSECTION OF US HWY 24 AND COUNTY ROAD 306 IN BUENA
 JL0040'VISTA. EAST 90 FEET FROM EAST POLE OF A TRANSMISSION LINE TOWER.
 JL0040'RAILROAD ABANDONED. HANDHELD GPS COORDINATES N38 57 10.9, W106 11
 JL0040'44.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1027 ***********************************************************************
 KK1027  DESIGNATION -  D 5
 KK1027  PID         -  KK1027
 KK1027  STATE/COUNTY-  CO/CLEAR CREEK
 KK1027  USGS QUAD   -  BERTHOUD PASS (1957)
 KK1027
 KK1027                         *CURRENT SURVEY CONTROL
 KK1027  ___________________________________________________________________
 KK1027* NAD 83(1986)-  39 46 09.     (N)    105 48 56.     (W)     SCALED    
 KK1027* NAVD 88     -      3015.093  (meters)    9892.02   (feet)  ADJUSTED  
 KK1027  ___________________________________________________________________
 KK1027  GEOID HEIGHT-         -12.29  (meters)                     GEOID03
 KK1027  DYNAMIC HT  -        3011.253 (meters)    9879.42  (feet)  COMP
 KK1027  MODELED GRAV-     979,243.3   (mgal)                       NAVD 88
 KK1027
 KK1027  VERT ORDER  -  SECOND    CLASS 0
 KK1027
 KK1027.The horizontal coordinates were scaled from a topographic map and have
 KK1027.an estimated accuracy of +/- 6 seconds.
 KK1027
 KK1027.The orthometric height was determined by differential leveling
 KK1027.and adjusted by the National Geodetic Survey in June 1991..
 KK1027
 KK1027.The geoid height was determined by GEOID03.
 KK1027
 KK1027.The dynamic height is computed by dividing the NAVD 88
 KK1027.geopotential number by the normal gravity value computed on the
 KK1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1027.degrees latitude (g = 980.6199 gals.).
 KK1027
 KK1027.The modeled gravity was interpolated from observed gravity values.
 KK1027
 KK1027;                    North         East    Units  Estimated Accuracy
 KK1027;SPC CO C     -   519,750.      887,370.      MT  (+/- 180 meters Scaled)
 KK1027
 KK1027                          SUPERSEDED SURVEY CONTROL
 KK1027
 KK1027  NGVD 29 (??/??/92) 3013.35   (m)         9886.3    (f) COMPUTED    2 0
 KK1027
 KK1027.Superseded values are not recommended for survey control.
 KK1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1027.See file dsdata.txt to determine how the superseded data were derived.
 KK1027
 KK1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE301024(NAD 83)
 KK1027_MARKER: DD = SURVEY DISK
 KK1027_SETTING: 80 = SET IN A BOULDER
 KK1027_STAMPING: D 5 1924
 KK1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1027+STABILITY: SURFACE MOTION
 KK1027
 KK1027  HISTORY     - Date     Condition        Report By
 KK1027  HISTORY     - 1924     MONUMENTED       USGS
 KK1027  HISTORY     - 1954     MARK NOT FOUND   NGS
 KK1027
 KK1027                          STATION DESCRIPTION
 KK1027
 KK1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1027'7.7 MI W FROM EMPIRE.
 KK1027'7.7 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE PUBLIC SCHOOL AT
 KK1027'EMPIRE, CLEAR CREEK COUNTY, 200 FEET SOUTHEAST OF THE CENTER OF
 KK1027'THE CROSSING OF A ROAD LEADING TO JONES PASS, 35 FEET SOUTH OF THE
 KK1027'POINT OF CURVATURE OF THE FIRST SWITCHBACK, 25 FEET EAST OF THE
 KK1027'CENTERLINE OF THE HIGHWAY, IN THE TOP OF A LARGE GRAY GRANITE
 KK1027'BOULDER, AND 5.0 FEET HIGHER THAN THE HIGHWAY. A UNITED STATES
 KK1027'GEOLOGICAL SURVEY STANDARD DISK, STAMPED D 5 1924.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0092 ***********************************************************************
 KK0092  DESIGNATION -  D 5 D
 KK0092  PID         -  KK0092
 KK0092  STATE/COUNTY-  CO/ARAPAHOE
 KK0092  USGS QUAD   -  PEORIA (1978)
 KK0092
 KK0092                         *CURRENT SURVEY CONTROL
 KK0092  ___________________________________________________________________
 KK0092* NAD 83(1986)-  39 39 59.     (N)    104 02 04.     (W)     SCALED    
 KK0092* NAVD 88     -      1616.476  (meters)    5303.39   (feet)  ADJUSTED  
 KK0092  ___________________________________________________________________
 KK0092  GEOID HEIGHT-         -18.87  (meters)                     GEOID03
 KK0092  DYNAMIC HT  -        1615.005 (meters)    5298.56  (feet)  COMP
 KK0092  MODELED GRAV-     979,658.6   (mgal)                       NAVD 88
 KK0092
 KK0092  VERT ORDER  -  SECOND    CLASS 0
 KK0092
 KK0092.The horizontal coordinates were scaled from a topographic map and have
 KK0092.an estimated accuracy of +/- 6 seconds.
 KK0092
 KK0092.The orthometric height was determined by differential leveling
 KK0092.and adjusted by the National Geodetic Survey in June 1991..
 KK0092
 KK0092.The geoid height was determined by GEOID03.
 KK0092
 KK0092.The dynamic height is computed by dividing the NAVD 88
 KK0092.geopotential number by the normal gravity value computed on the
 KK0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0092.degrees latitude (g = 980.6199 gals.).
 KK0092
 KK0092.The modeled gravity was interpolated from observed gravity values.
 KK0092
 KK0092;                    North         East    Units  Estimated Accuracy
 KK0092;SPC CO C     -   509,300.    1,040,150.      MT  (+/- 180 meters Scaled)
 KK0092
 KK0092                          SUPERSEDED SURVEY CONTROL
 KK0092
 KK0092  NGVD 29 (??/??/92) 1615.661  (m)         5300.71   (f) ADJ UNCH    2 0
 KK0092
 KK0092.Superseded values are not recommended for survey control.
 KK0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0092.See file dsdata.txt to determine how the superseded data were derived.
 KK0092
 KK0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED828911(NAD 83)
 KK0092_MARKER: DD = SURVEY DISK
 KK0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0092_STAMPING: C-E
 KK0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0092+STABILITY: SURFACE MOTION
 KK0092
 KK0092  HISTORY     - Date     Condition        Report By
 KK0092  HISTORY     - UNK      MONUMENTED       USE
 KK0092  HISTORY     - 1960     GOOD             NGS
 KK0092
 KK0092                          STATION DESCRIPTION
 KK0092
 KK0092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KK0092'3.5 MI NE FROM DEER TRAIL.
 KK0092'0.3 MILE NORTH ALONG U.S. HIGHWAY 40 FROM THE RAILROAD DEPOT AT
 KK0092'DEER TRAIL, THENCE EAST AND NORTH ALONG AN OILED ROAD 4 MILES.
 KK0092'THE MARK IS A BRASS PLUG SET IN THE TOP OF A 4 X 6 INCH CONCRETE
 KK0092'MONUMENT, WHICH PROJECTS 3 INCHES.  IT IS 56 FEET EAST OF A
 KK0092'METAL WITNESS POST.  THIS MARK WAS USED AS REFERENCE MARK NO. 2
 KK0092'FOR TRIANGULATION STATION DEER 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0214 ***********************************************************************
 KK0214  DESIGNATION -  D 52
 KK0214  PID         -  KK0214
 KK0214  STATE/COUNTY-  CO/EL PASO
 KK0214  USGS QUAD   -  EASTONVILLE (1975)
 KK0214
 KK0214                         *CURRENT SURVEY CONTROL
 KK0214  ___________________________________________________________________
 KK0214* NAD 83(1986)-  39 01 57.     (N)    104 33 57.     (W)     SCALED    
 KK0214* NAVD 88     -      2171.740  (meters)    7125.12   (feet)  ADJUSTED  
 KK0214  ___________________________________________________________________
 KK0214  GEOID HEIGHT-         -17.65  (meters)                     GEOID03
 KK0214  DYNAMIC HT  -        2169.310 (meters)    7117.14  (feet)  COMP
 KK0214  MODELED GRAV-     979,430.8   (mgal)                       NAVD 88
 KK0214
 KK0214  VERT ORDER  -  SECOND    CLASS 0
 KK0214
 KK0214.The horizontal coordinates were scaled from a topographic map and have
 KK0214.an estimated accuracy of +/- 6 seconds.
 KK0214
 KK0214.The orthometric height was determined by differential leveling
 KK0214.and adjusted by the National Geodetic Survey in June 1991..
 KK0214
 KK0214.The geoid height was determined by GEOID03.
 KK0214
 KK0214.The dynamic height is computed by dividing the NAVD 88
 KK0214.geopotential number by the normal gravity value computed on the
 KK0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0214.degrees latitude (g = 980.6199 gals.).
 KK0214
 KK0214.The modeled gravity was interpolated from observed gravity values.
 KK0214
 KK0214;                    North         East    Units  Estimated Accuracy
 KK0214;SPC CO C     -   438,330.      995,280.      MT  (+/- 180 meters Scaled)
 KK0214
 KK0214                          SUPERSEDED SURVEY CONTROL
 KK0214
 KK0214  NGVD 29 (??/??/92) 2170.542  (m)         7121.19   (f) ADJ UNCH    2 0
 KK0214
 KK0214.Superseded values are not recommended for survey control.
 KK0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0214.See file dsdata.txt to determine how the superseded data were derived.
 KK0214
 KK0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED375204(NAD 83)
 KK0214_MARKER: DB = BENCH MARK DISK
 KK0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0214_STAMPING: D 52 1934
 KK0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0214+STABILITY: SURFACE MOTION
 KK0214
 KK0214  HISTORY     - Date     Condition        Report By
 KK0214  HISTORY     - 1934     MONUMENTED       CGS
 KK0214  HISTORY     - 1954     MARK NOT FOUND   NGS
 KK0214
 KK0214                          STATION DESCRIPTION
 KK0214
 KK0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0214'2 MI S FROM EASTONVILLE.
 KK0214'2.0 MILES SOUTH ALONG THE COLORADO AND SOUTHERN RAILWAY FROM
 KK0214'EASTONVILLE, EL PASO COUNTY, 13 FEET WEST OF MILEPOST 66, 24 FEET
 KK0214'WEST OF THE THE CENTERLINE OF THE TRACK, AND 26 FEET EAST OF THE
 KK0214'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED D 52 1934 AND SET IN
 KK0214'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0157 ***********************************************************************
 KK0157  DESIGNATION -  D 53
 KK0157  PID         -  KK0157
 KK0157  STATE/COUNTY-  CO/ELBERT
 KK0157  USGS QUAD   -  KIOWA (1994)
 KK0157
 KK0157                         *CURRENT SURVEY CONTROL
 KK0157  ___________________________________________________________________
 KK0157* NAD 83(1986)-  39 21 00.     (N)    104 29 11.     (W)     SCALED    
 KK0157* NAVD 88     -      1953.056  (meters)    6407.65   (feet)  POSTED    
 KK0157  ___________________________________________________________________
 KK0157  GEOID HEIGHT-         -17.72  (meters)                     GEOID03
 KK0157  DYNAMIC HT  -        1951.040 (meters)    6401.04  (feet)  COMP
 KK0157  MODELED GRAV-     979,522.7   (mgal)                       NAVD 88
 KK0157
 KK0157  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0157
 KK0157.The horizontal coordinates were scaled from a topographic map and have
 KK0157.an estimated accuracy of +/- 6 seconds.
 KK0157
 KK0157.The orthometric height was determined by differential leveling
 KK0157.and adjusted by the National Geodetic Survey in 1992..
 KK0157.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0157.rate of 0.0 thru 1.0 mm/km.
 KK0157
 KK0157.The geoid height was determined by GEOID03.
 KK0157
 KK0157.The dynamic height is computed by dividing the NAVD 88
 KK0157.geopotential number by the normal gravity value computed on the
 KK0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0157.degrees latitude (g = 980.6199 gals.).
 KK0157
 KK0157.The modeled gravity was interpolated from observed gravity values.
 KK0157
 KK0157;                    North         East    Units  Estimated Accuracy
 KK0157;SPC CO C     -   473,650.    1,001,770.      MT  (+/- 180 meters Scaled)
 KK0157
 KK0157                          SUPERSEDED SURVEY CONTROL
 KK0157
 KK0157  NGVD 29 (??/??/92) 1952.065  (m)         6404.40   (f) ADJ UNCH    2 0
 KK0157
 KK0157.Superseded values are not recommended for survey control.
 KK0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0157.See file dsdata.txt to determine how the superseded data were derived.
 KK0157
 KK0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED442557(NAD 83)
 KK0157_MARKER: DB = BENCH MARK DISK
 KK0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0157_STAMPING: D 53 1934
 KK0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0157+STABILITY: SURFACE MOTION
 KK0157
 KK0157  HISTORY     - Date     Condition        Report By
 KK0157  HISTORY     - 1934     MONUMENTED       CGS
 KK0157  HISTORY     - 1970     MARK NOT FOUND   USGS
 KK0157
 KK0157                          STATION DESCRIPTION
 KK0157
 KK0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0157'1 MI W FROM KIOWA.
 KK0157'1.0 MILE WEST ALONG STATE HIGHWAY 86 *FROM THE COURTHOUSE AT KIOWA,
 KK0157'ELBERT COUNTY, 73 YARDS SOUTHEAST OF A DIP AND A GUARDRAIL, 40 FEET
 KK0157'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 2 FEET NORTH OF A FENCE,
 KK0157'AND IN LINE WITH A ROW OF POWER-TRANSMISSION LINE POLES.  A STANDARD
 KK0157'DISK, STAMPED D 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KK0157
 KK0157                          STATION RECOVERY (1970)
 KK0157
 KK0157'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 KK0157'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0252 ***********************************************************************
 KK0252  DESIGNATION -  D 54
 KK0252  PID         -  KK0252
 KK0252  STATE/COUNTY-  CO/DOUGLAS
 KK0252  USGS QUAD   -  PONDEROSA PARK (1994)
 KK0252
 KK0252                         *CURRENT SURVEY CONTROL
 KK0252  ___________________________________________________________________
 KK0252* NAD 83(1986)-  39 29 26.     (N)    104 44 08.     (W)     SCALED    
 KK0252* NAVD 88     -      1873.382  (meters)    6146.25   (feet)  POSTED    
 KK0252  ___________________________________________________________________
 KK0252  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 KK0252  DYNAMIC HT  -        1871.490 (meters)    6140.05  (feet)  COMP
 KK0252  MODELED GRAV-     979,552.2   (mgal)                       NAVD 88
 KK0252
 KK0252  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0252
 KK0252.The horizontal coordinates were scaled from a topographic map and have
 KK0252.an estimated accuracy of +/- 6 seconds.
 KK0252
 KK0252.The orthometric height was determined by differential leveling
 KK0252.and adjusted by the National Geodetic Survey in 1992..
 KK0252.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0252.rate of 1.1 thru 2.0 mm/km.
 KK0252
 KK0252.The geoid height was determined by GEOID03.
 KK0252
 KK0252.The dynamic height is computed by dividing the NAVD 88
 KK0252.geopotential number by the normal gravity value computed on the
 KK0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0252.degrees latitude (g = 980.6199 gals.).
 KK0252
 KK0252.The modeled gravity was interpolated from observed gravity values.
 KK0252
 KK0252;                    North         East    Units  Estimated Accuracy
 KK0252;SPC CO C     -   489,040.      980,160.      MT  (+/- 180 meters Scaled)
 KK0252
 KK0252                          SUPERSEDED SURVEY CONTROL
 KK0252
 KK0252  NGVD 29 (??/??/92) 1872.431  (m)         6143.13   (f) ADJ UNCH    2 0
 KK0252
 KK0252.Superseded values are not recommended for survey control.
 KK0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0252.See file dsdata.txt to determine how the superseded data were derived.
 KK0252
 KK0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED227712(NAD 83)
 KK0252_MARKER: DB = BENCH MARK DISK
 KK0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0252_STAMPING: D 54 1934
 KK0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0252+STABILITY: SURFACE MOTION
 KK0252
 KK0252  HISTORY     - Date     Condition        Report By
 KK0252  HISTORY     - 1934     MONUMENTED       CGS
 KK0252
 KK0252                          STATION DESCRIPTION
 KK0252
 KK0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0252'2.6 MI S FROM PARKER.
 KK0252'2.6 MILES SOUTH ALONG THE COLORADO AND SOUTHERN RAILWAY FROM
 KK0252'PARKER, DOUGLAS COUNTY, AT MILEPOST 26, 70 FEET NORTHEAST OF A
 KK0252'COUNTY ROAD, AND 35 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK.
 KK0252'A STANDARD DISK, STAMPED D 54 1934 AND SET IN THE TOP OF A
 KK0252'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0341 ***********************************************************************
 KJ0341  DESIGNATION -  D 56
 KJ0341  PID         -  KJ0341
 KJ0341  STATE/COUNTY-  CO/WASHINGTON
 KJ0341  USGS QUAD   -  LAST CHANCE (1973)
 KJ0341
 KJ0341                         *CURRENT SURVEY CONTROL
 KJ0341  ___________________________________________________________________
 KJ0341* NAD 83(1986)-  39 39 10.     (N)    103 35 35.     (W)     SCALED    
 KJ0341* NAVD 88     -      1546.075  (meters)    5072.41   (feet)  ADJUSTED  
 KJ0341  ___________________________________________________________________
 KJ0341  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 KJ0341  DYNAMIC HT  -        1544.676 (meters)    5067.82  (feet)  COMP
 KJ0341  MODELED GRAV-     979,666.7   (mgal)                       NAVD 88
 KJ0341
 KJ0341  VERT ORDER  -  SECOND    CLASS 0
 KJ0341
 KJ0341.The horizontal coordinates were scaled from a topographic map and have
 KJ0341.an estimated accuracy of +/- 6 seconds.
 KJ0341
 KJ0341.The orthometric height was determined by differential leveling
 KJ0341.and adjusted by the National Geodetic Survey in June 1991..
 KJ0341
 KJ0341.The geoid height was determined by GEOID03.
 KJ0341
 KJ0341.The dynamic height is computed by dividing the NAVD 88
 KJ0341.geopotential number by the normal gravity value computed on the
 KJ0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0341.degrees latitude (g = 980.6199 gals.).
 KJ0341
 KJ0341.The modeled gravity was interpolated from observed gravity values.
 KJ0341
 KJ0341;                    North         East    Units  Estimated Accuracy
 KJ0341;SPC CO N     -   342,030.    1,078,050.      MT  (+/- 180 meters Scaled)
 KJ0341
 KJ0341                          SUPERSEDED SURVEY CONTROL
 KJ0341
 KJ0341  NGVD 29 (??/??/92) 1545.294  (m)         5069.85   (f) ADJ UNCH    2 0
 KJ0341
 KJ0341.Superseded values are not recommended for survey control.
 KJ0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0341.See file dsdata.txt to determine how the superseded data were derived.
 KJ0341
 KJ0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD207901(NAD 83)
 KJ0341_MARKER: DB = BENCH MARK DISK
 KJ0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0341_STAMPING: D 56 1935
 KJ0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0341+STABILITY: SURFACE MOTION
 KJ0341
 KJ0341  HISTORY     - Date     Condition        Report By
 KJ0341  HISTORY     - 1935     MONUMENTED       CGS
 KJ0341  HISTORY     - 1973     MARK NOT FOUND   USGS
 KJ0341
 KJ0341                          STATION DESCRIPTION
 KJ0341
 KJ0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KJ0341'6.2 MI S FROM LAST CHANCE.
 KJ0341'6.2 MILES SOUTH ALONG STATE HIGHWAY 71 FROM THE INTERSECTION OF U.S.
 KJ0341'HIGHWAY 36 AT LAST CHANCE, WASHINGTON COUNTY, AT A CROSSROADS, ON
 KJ0341'THE WEST SLOPE OF A HILL, 65 FEET EAST OF THE CENTERLINE OF THE
 KJ0341'HIGHWAY, AND 40 FEET NORTH OF THE CENTERLINE OF THE ROAD.  A
 KJ0341'STANDARD DISK, STAMPED D 56 1935 AND SET IN THE TOP OF A CONCRETE
 KJ0341'POST.
 KJ0341
 KJ0341                          STATION RECOVERY (1973)
 KJ0341
 KJ0341'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 KJ0341'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0109 ***********************************************************************
 KK0109  DESIGNATION -  D 57
 KK0109  PID         -  KK0109
 KK0109  STATE/COUNTY-  CO/ARAPAHOE
 KK0109  USGS QUAD   -  PEORIA (1978)
 KK0109
 KK0109                         *CURRENT SURVEY CONTROL
 KK0109  ___________________________________________________________________
 KK0109* NAD 83(1986)-  39 44 23.     (N)    104 06 40.     (W)     SCALED    
 KK0109* NAVD 88     -      1537.964  (meters)    5045.80   (feet)  ADJUSTED  
 KK0109  ___________________________________________________________________
 KK0109  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 KK0109  DYNAMIC HT  -        1536.579 (meters)    5041.26  (feet)  COMP
 KK0109  MODELED GRAV-     979,671.4   (mgal)                       NAVD 88
 KK0109
 KK0109  VERT ORDER  -  SECOND    CLASS 0
 KK0109
 KK0109.The horizontal coordinates were scaled from a topographic map and have
 KK0109.an estimated accuracy of +/- 6 seconds.
 KK0109
 KK0109.The orthometric height was determined by differential leveling
 KK0109.and adjusted by the National Geodetic Survey in June 1991..
 KK0109
 KK0109.The geoid height was determined by GEOID03.
 KK0109
 KK0109.The dynamic height is computed by dividing the NAVD 88
 KK0109.geopotential number by the normal gravity value computed on the
 KK0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0109.degrees latitude (g = 980.6199 gals.).
 KK0109
 KK0109.The modeled gravity was interpolated from observed gravity values.
 KK0109
 KK0109;                    North         East    Units  Estimated Accuracy
 KK0109;SPC CO C     -   517,340.    1,033,450.      MT  (+/- 180 meters Scaled)
 KK0109
 KK0109                          SUPERSEDED SURVEY CONTROL
 KK0109
 KK0109  NGVD 29 (??/??/92) 1537.155  (m)         5043.15   (f) ADJ UNCH    2 0
 KK0109
 KK0109.Superseded values are not recommended for survey control.
 KK0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0109.See file dsdata.txt to determine how the superseded data were derived.
 KK0109
 KK0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED761992(NAD 83)
 KK0109_MARKER: DB = BENCH MARK DISK
 KK0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0109_STAMPING: D 57 1935
 KK0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0109+STABILITY: SURFACE MOTION
 KK0109
 KK0109  HISTORY     - Date     Condition        Report By
 KK0109  HISTORY     - 1935     MONUMENTED       CGS
 KK0109  HISTORY     - 1954     MARK NOT FOUND   NGS
 KK0109
 KK0109                          STATION DESCRIPTION
 KK0109
 KK0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0109'11.5 MI E FROM STRASBURG.
 KK0109'11 1/2 MILES EAST ALONG U.S. HIGHWAY 36 FROM STRASBURG, ARAPAHOE
 KK0109'COUNTY, 0.2 MILE WEST OF A GROUP OF YELLOW RANCH BUILDINGS WITH
 KK0109'RED ROOFS, AT THE ENTRANCE TO THE RANCH, 36 FEET SOUTH OF THE
 KK0109'CENTERLINE OF THE HIGHWAY, AND 15 FEET EAST OF THE CENTER OF THE
 KK0109'GATE.  A STANDARD DISK, STAMPED D 57 1935 AND SET IN THE TOP OF A
 KK0109'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0103 ***********************************************************************
 KJ0103  DESIGNATION -  D 58
 KJ0103  PID         -  KJ0103
 KJ0103  STATE/COUNTY-  CO/KIT CARSON
 KJ0103  USGS QUAD   -  FLAGLER RESERVOIR (1980)
 KJ0103
 KJ0103                         *CURRENT SURVEY CONTROL
 KJ0103  ___________________________________________________________________
 KJ0103* NAD 83(1986)-  39 17 33.     (N)    102 55 14.     (W)     SCALED    
 KJ0103* NAVD 88     -      1431.765  (meters)    4697.38   (feet)  ADJUSTED  
 KJ0103  ___________________________________________________________________
 KJ0103  GEOID HEIGHT-         -21.66  (meters)                     GEOID03
 KJ0103  DYNAMIC HT  -        1430.445 (meters)    4693.05  (feet)  COMP
 KJ0103  MODELED GRAV-     979,654.8   (mgal)                       NAVD 88
 KJ0103
 KJ0103  VERT ORDER  -  SECOND    CLASS 0
 KJ0103
 KJ0103.The horizontal coordinates were scaled from a topographic map and have
 KJ0103.an estimated accuracy of +/- 6 seconds.
 KJ0103
 KJ0103.The orthometric height was determined by differential leveling
 KJ0103.and adjusted by the National Geodetic Survey in June 1991..
 KJ0103
 KJ0103.The geoid height was determined by GEOID03.
 KJ0103
 KJ0103.The dynamic height is computed by dividing the NAVD 88
 KJ0103.geopotential number by the normal gravity value computed on the
 KJ0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0103.degrees latitude (g = 980.6199 gals.).
 KJ0103
 KJ0103.The modeled gravity was interpolated from observed gravity values.
 KJ0103
 KJ0103;                    North         East    Units  Estimated Accuracy
 KJ0103;SPC CO C     -   469,940.    1,136,880.      MT  (+/- 180 meters Scaled)
 KJ0103
 KJ0103                          SUPERSEDED SURVEY CONTROL
 KJ0103
 KJ0103  NGVD 29 (??/??/92) 1431.112  (m)         4695.24   (f) ADJ UNCH    2 0
 KJ0103
 KJ0103.Superseded values are not recommended for survey control.
 KJ0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0103.See file dsdata.txt to determine how the superseded data were derived.
 KJ0103
 KJ0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD793512(NAD 83)
 KJ0103_MARKER: DB = BENCH MARK DISK
 KJ0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0103_STAMPING: D 58 1935
 KJ0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0103+STABILITY: SURFACE MOTION
 KJ0103
 KJ0103  HISTORY     - Date     Condition        Report By
 KJ0103  HISTORY     - 1935     MONUMENTED       CGS
 KJ0103
 KJ0103                          STATION DESCRIPTION
 KJ0103
 KJ0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KJ0103'2.6 MI W FROM SEIBERT.
 KJ0103'2.6 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KJ0103'RAILROAD FROM THE STATION AT SEIBERT, 165 FEET SOUTH OF MILEPOST
 KJ0103'489, 100 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 1 FOOT
 KJ0103'NORTH OF A FENCE.  A STANDARD DISK, STAMPED D 58 1935 AND SET
 KJ0103'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0176 ***********************************************************************
 LK0176  DESIGNATION -  D 59
 LK0176  PID         -  LK0176
 LK0176  STATE/COUNTY-  CO/PHILLIPS
 LK0176  USGS QUAD   -  ROCKLAND (1972)
 LK0176
 LK0176                         *CURRENT SURVEY CONTROL
 LK0176  ___________________________________________________________________
 LK0176* NAD 83(1986)-  40 31 33.     (N)    102 37 36.     (W)     SCALED    
 LK0176* NAVD 88     -      1235.361  (meters)    4053.01   (feet)  ADJUSTED  
 LK0176  ___________________________________________________________________
 LK0176  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 LK0176  DYNAMIC HT  -        1234.443 (meters)    4050.00  (feet)  COMP
 LK0176  MODELED GRAV-     979,838.6   (mgal)                       NAVD 88
 LK0176
 LK0176  VERT ORDER  -  SECOND    CLASS 0
 LK0176
 LK0176.The horizontal coordinates were scaled from a topographic map and have
 LK0176.an estimated accuracy of +/- 6 seconds.
 LK0176
 LK0176.The orthometric height was determined by differential leveling
 LK0176.and adjusted by the National Geodetic Survey in June 1991..
 LK0176
 LK0176.The geoid height was determined by GEOID03.
 LK0176
 LK0176.The dynamic height is computed by dividing the NAVD 88
 LK0176.geopotential number by the normal gravity value computed on the
 LK0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0176.degrees latitude (g = 980.6199 gals.).
 LK0176
 LK0176.The modeled gravity was interpolated from observed gravity values.
 LK0176
 LK0176;                    North         East    Units  Estimated Accuracy
 LK0176;SPC CO N     -   441,150.    1,157,820.      MT  (+/- 180 meters Scaled)
 LK0176
 LK0176                          SUPERSEDED SURVEY CONTROL
 LK0176
 LK0176  NGVD 29 (??/??/92) 1234.834  (m)         4051.28   (f) ADJ UNCH    2 0
 LK0176
 LK0176.Superseded values are not recommended for survey control.
 LK0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0176.See file dsdata.txt to determine how the superseded data were derived.
 LK0176
 LK0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE010888(NAD 83)
 LK0176_MARKER: DB = BENCH MARK DISK
 LK0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0176_STAMPING: D 59 1935
 LK0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0176+STABILITY: SURFACE MOTION
 LK0176
 LK0176  HISTORY     - Date     Condition        Report By
 LK0176  HISTORY     - 1935     MONUMENTED       CGS
 LK0176  HISTORY     - 1942     GOOD             NGS
 LK0176
 LK0176                          STATION DESCRIPTION
 LK0176
 LK0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LK0176'8.4 MI S FROM HAXTUN.
 LK0176'8.4 MILES SOUTH ALONG STATE HIGHWAY 59 FROM THE CITY PARK AT HAXTUN,
 LK0176'PHILLIPS COUNTY, AT A ROAD INTERSECTION, 59 FEET EAST OF THE CENTER
 LK0176'LINE OF THE HIGHWAY, 31 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 LK0176'28 FEET EAST OF A FENCE CORNER, AND 2 FEET SOUTH OF THE FENCE.  A
 LK0176'STANDARD DISK, STAMPED D 59 1935 AND SET IN THE TOP OF A CONCRETE
 LK0176'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0244 ***********************************************************************
 LK0244  DESIGNATION -  D 61
 LK0244  PID         -  LK0244
 LK0244  STATE/COUNTY-  CO/MORGAN
 LK0244  USGS QUAD   -  PINNEO (1984)
 LK0244
 LK0244                         *CURRENT SURVEY CONTROL
 LK0244  ___________________________________________________________________
 LK0244* NAD 83(1986)-  40 13 14.     (N)    103 27 21.     (W)     SCALED    
 LK0244* NAVD 88     -      1326.987  (meters)    4353.62   (feet)  ADJUSTED  
 LK0244  ___________________________________________________________________
 LK0244  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 LK0244  DYNAMIC HT  -        1325.931 (meters)    4350.16  (feet)  COMP
 LK0244  MODELED GRAV-     979,783.2   (mgal)                       NAVD 88
 LK0244
 LK0244  VERT ORDER  -  SECOND    CLASS 0
 LK0244
 LK0244.The horizontal coordinates were scaled from a topographic map and have
 LK0244.an estimated accuracy of +/- 6 seconds.
 LK0244
 LK0244.The orthometric height was determined by differential leveling
 LK0244.and adjusted by the National Geodetic Survey in June 1991..
 LK0244
 LK0244.The geoid height was determined by GEOID03.
 LK0244
 LK0244.The dynamic height is computed by dividing the NAVD 88
 LK0244.geopotential number by the normal gravity value computed on the
 LK0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0244.degrees latitude (g = 980.6199 gals.).
 LK0244
 LK0244.The modeled gravity was interpolated from observed gravity values.
 LK0244
 LK0244;                    North         East    Units  Estimated Accuracy
 LK0244;SPC CO N     -   405,320.    1,088,380.      MT  (+/- 180 meters Scaled)
 LK0244
 LK0244                          SUPERSEDED SURVEY CONTROL
 LK0244
 LK0244  NGVD 29 (??/??/92) 1326.344  (m)         4351.51   (f) ADJ UNCH    2 0
 LK0244
 LK0244.Superseded values are not recommended for survey control.
 LK0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0244.See file dsdata.txt to determine how the superseded data were derived.
 LK0244
 LK0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE313533(NAD 83)
 LK0244_MARKER: DB = BENCH MARK DISK
 LK0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0244_STAMPING: D 61 1935
 LK0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0244+STABILITY: SURFACE MOTION
 LK0244
 LK0244  HISTORY     - Date     Condition        Report By
 LK0244  HISTORY     - 1935     MONUMENTED       CGS
 LK0244
 LK0244                          STATION DESCRIPTION
 LK0244
 LK0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LK0244'9.8 MI E FROM BRUSH.
 LK0244'9.8 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 LK0244'THE STATION AT BRUSH, MORGAN COUNTY, 40 FEET NORTH OF MILEPOST 445,
 LK0244'50 FEET NORTH OF THE CENTERLINE OF THE TRACK, 28 FEET SOUTH OF A
 LK0244'LINE OF POLES, AND 25 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED
 LK0244'D 61 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0280 ***********************************************************************
 LK0280  DESIGNATION -  D 61
 LK0280  PID         -  LK0280
 LK0280  STATE/COUNTY-  CO/MORGAN
 LK0280  USGS QUAD   -  BRUSH WEST (1984)
 LK0280
 LK0280                         *CURRENT SURVEY CONTROL
 LK0280  ___________________________________________________________________
 LK0280* NAD 83(1986)-  40 15 01.     (N)    103 42 52.     (W)     SCALED    
 LK0280* NAVD 88     -      1305.133  (meters)    4281.92   (feet)  ADJUSTED  
 LK0280  ___________________________________________________________________
 LK0280  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 LK0280  DYNAMIC HT  -        1304.091 (meters)    4278.51  (feet)  COMP
 LK0280  MODELED GRAV-     979,782.3   (mgal)                       NAVD 88
 LK0280
 LK0280  VERT ORDER  -  SECOND    CLASS 0
 LK0280
 LK0280.The horizontal coordinates were scaled from a topographic map and have
 LK0280.an estimated accuracy of +/- 6 seconds.
 LK0280
 LK0280.The orthometric height was determined by differential leveling
 LK0280.and adjusted by the National Geodetic Survey in June 1991..
 LK0280
 LK0280.The geoid height was determined by GEOID03.
 LK0280
 LK0280.The dynamic height is computed by dividing the NAVD 88
 LK0280.geopotential number by the normal gravity value computed on the
 LK0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0280.degrees latitude (g = 980.6199 gals.).
 LK0280
 LK0280.The modeled gravity was interpolated from observed gravity values.
 LK0280
 LK0280;                    North         East    Units  Estimated Accuracy
 LK0280;SPC CO N     -   408,140.    1,066,300.      MT  (+/- 180 meters Scaled)
 LK0280
 LK0280                          SUPERSEDED SURVEY CONTROL
 LK0280
 LK0280  NGVD 29 (??/??/92) 1304.454  (m)         4279.70   (f) ADJ UNCH    2 0
 LK0280
 LK0280.Superseded values are not recommended for survey control.
 LK0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0280.See file dsdata.txt to determine how the superseded data were derived.
 LK0280
 LK0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE093563(NAD 83)
 LK0280_MARKER: DB = BENCH MARK DISK
 LK0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0280_STAMPING: D 61 1934
 LK0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0280+STABILITY: SURFACE MOTION
 LK0280
 LK0280  HISTORY     - Date     Condition        Report By
 LK0280  HISTORY     - 1934     MONUMENTED       CGS
 LK0280  HISTORY     - 1935     GOOD             NGS
 LK0280
 LK0280                          STATION DESCRIPTION
 LK0280
 LK0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LK0280'4.5 MI E FROM FT MORGAN.
 LK0280'4.5 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LK0280'FROM THE STATION AT FORT MORGAN, MORGAN COUNTY, 0.8 MILE WEST OF
 LK0280'LODI, AT BRIDGE 459+67, AND IN THE TOP OF THE NORTH END OF THE
 LK0280'ABUTMENT.  A STANDARD DISK, STAMPED D 61 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0123 ***********************************************************************
 LL0123  DESIGNATION -  D 62 RESET
 LL0123  PID         -  LL0123
 LL0123  STATE/COUNTY-  CO/WELD
 LL0123  USGS QUAD   -  PROSPECT VALLEY (1978)
 LL0123
 LL0123                         *CURRENT SURVEY CONTROL
 LL0123  ___________________________________________________________________
 LL0123* NAD 83(1986)-  40 04 24.     (N)    104 24 50.     (W)     SCALED    
 LL0123* NAVD 88     -      1478.083  (meters)    4849.34   (feet)  ADJUSTED  
 LL0123  ___________________________________________________________________
 LL0123  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 LL0123  DYNAMIC HT  -        1476.795 (meters)    4845.12  (feet)  COMP
 LL0123  MODELED GRAV-     979,702.3   (mgal)                       NAVD 88
 LL0123
 LL0123  VERT ORDER  -  SECOND    CLASS 0
 LL0123
 LL0123.The horizontal coordinates were scaled from a topographic map and have
 LL0123.an estimated accuracy of +/- 6 seconds.
 LL0123
 LL0123.The orthometric height was determined by differential leveling
 LL0123.and adjusted by the National Geodetic Survey in June 1991..
 LL0123
 LL0123.The geoid height was determined by GEOID03.
 LL0123
 LL0123.The dynamic height is computed by dividing the NAVD 88
 LL0123.geopotential number by the normal gravity value computed on the
 LL0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0123.degrees latitude (g = 980.6199 gals.).
 LL0123
 LL0123.The modeled gravity was interpolated from observed gravity values.
 LL0123
 LL0123;                    North         East    Units  Estimated Accuracy
 LL0123;SPC CO N     -   387,530.    1,007,040.      MT  (+/- 180 meters Scaled)
 LL0123
 LL0123                          SUPERSEDED SURVEY CONTROL
 LL0123
 LL0123  NGVD 29 (??/??/92) 1477.249  (m)         4846.61   (f) ADJ UNCH    2 0
 LL0123
 LL0123.Superseded values are not recommended for survey control.
 LL0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0123.See file dsdata.txt to determine how the superseded data were derived.
 LL0123
 LL0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE499360(NAD 83)
 LL0123_MARKER: DB = BENCH MARK DISK
 LL0123_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LL0123_SP_SET: WING WALL
 LL0123_STAMPING: D 62 1934 RESET 1952
 LL0123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0123
 LL0123  HISTORY     - Date     Condition        Report By
 LL0123  HISTORY     - 1952     MONUMENTED       CGS
 LL0123
 LL0123                          STATION DESCRIPTION
 LL0123
 LL0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0123'AT PROSPECT VALLEY.
 LL0123'AT PROSPECT VALLEY, 185 FEET NORTH OF THE CENTER LINE OF STATE
 LL0123'HIGHWAY 52, 111 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CO-OP
 LL0123'SERVICE STATION, 28 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY
 LL0123'79, 7.2 FEET NORTH OF A STEEL FLOOD GATE, SET IN THE TOP OF THE
 LL0123'SOUTH END OF THE WEST RETAINING WALL OF THE SPILLWAY OF AN
 LL0123'IRRIGATION DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0249 ***********************************************************************
 LK0249  DESIGNATION -  D 63 RESET
 LK0249  PID         -  LK0249
 LK0249  STATE/COUNTY-  CO/WASHINGTON
 LK0249  USGS QUAD   -  BUFFALO SPRINGS RANCH (1984)
 LK0249
 LK0249                         *CURRENT SURVEY CONTROL
 LK0249  ___________________________________________________________________
 LK0249* NAD 83(1986)-  40 15 28.     (N)    103 12 39.     (W)     SCALED    
 LK0249* NAVD 88     -      1377.92   (meters)    4520.7    (feet)  RESET     
 LK0249  ___________________________________________________________________
 LK0249  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 LK0249
 LK0249  VERT ORDER  -  THIRD
 LK0249
 LK0249.The horizontal coordinates were scaled from a topographic map and have
 LK0249.an estimated accuracy of +/- 6 seconds.
 LK0249
 LK0249.The orthometric height was computed from unverified reset data.
 LK0249.No vertical observational check was made to the station.
 LK0249
 LK0249.The geoid height was determined by GEOID03.
 LK0249
 LK0249;                    North         East    Units  Estimated Accuracy
 LK0249;SPC CO N     -   409,960.    1,109,120.      MT  (+/- 180 meters Scaled)
 LK0249
 LK0249                          SUPERSEDED SURVEY CONTROL
 LK0249
 LK0249  NGVD 29 (??/??/??) 1377.28   (m)         4518.6    (f) RESET       3  
 LK0249
 LK0249.Superseded values are not recommended for survey control.
 LK0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0249.See file dsdata.txt to determine how the superseded data were derived.
 LK0249
 LK0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE521579(NAD 83)
 LK0249_MARKER: DB = BENCH MARK DISK
 LK0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0249_STAMPING: D 63 RESET 1938
 LK0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0249+STABILITY: SURFACE MOTION
 LK0249
 LK0249  HISTORY     - Date     Condition        Report By
 LK0249  HISTORY     - 1938     MONUMENTED       CODH
 LK0249  HISTORY     - 1938     GOOD             NGS
 LK0249
 LK0249                          STATION DESCRIPTION
 LK0249
 LK0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 LK0249'7.2 MI N FROM AKRON.
 LK0249'7.2 MILES NORTH ALONG STATE HIGHWAY 63 FROM AKRON, WASHINGTON COUNTY,
 LK0249'50 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT WEST OF
 LK0249'THE FENCE LINE.  A STANDARD DISK, STAMPED D 63 RESET 1938 AND SET
 LK0249'IN THE TOP OF A CONCRETE POST.  NOTE-- THIS BENCH MARK WAS ESTABLISHED
 LK0249'AND ITS ELEVATION DETERMINED BY ENGINEERS OF THE STATE HIGHWAY
 LK0249'DEPARTMENT IN THE SPRING OF 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0330 ***********************************************************************
 HK0330  DESIGNATION -  D 64
 HK0330  PID         -  HK0330
 HK0330  STATE/COUNTY-  CO/COSTILLA
 HK0330  USGS QUAD   -  SKY VALLEY RANCH (1967)
 HK0330
 HK0330                         *CURRENT SURVEY CONTROL
 HK0330  ___________________________________________________________________
 HK0330* NAD 83(1986)-  37 01 53.     (N)    105 37 42.     (W)     SCALED    
 HK0330* NAVD 88     -      2307.865  (meters)    7571.72   (feet)  ADJUSTED  
 HK0330  ___________________________________________________________________
 HK0330  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 HK0330  DYNAMIC HT  -        2304.729 (meters)    7561.43  (feet)  COMP
 HK0330  MODELED GRAV-     979,189.7   (mgal)                       NAVD 88
 HK0330
 HK0330  VERT ORDER  -  SECOND    CLASS 0
 HK0330
 HK0330.The horizontal coordinates were scaled from a topographic map and have
 HK0330.an estimated accuracy of +/- 6 seconds.
 HK0330
 HK0330.The orthometric height was determined by differential leveling
 HK0330.and adjusted by the National Geodetic Survey in June 1991..
 HK0330
 HK0330.The geoid height was determined by GEOID03.
 HK0330
 HK0330.The dynamic height is computed by dividing the NAVD 88
 HK0330.geopotential number by the normal gravity value computed on the
 HK0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0330.degrees latitude (g = 980.6199 gals.).
 HK0330
 HK0330.The modeled gravity was interpolated from observed gravity values.
 HK0330
 HK0330;                    North         East    Units  Estimated Accuracy
 HK0330;SPC CO S     -   345,290.      902,980.      MT  (+/- 180 meters Scaled)
 HK0330
 HK0330                          SUPERSEDED SURVEY CONTROL
 HK0330
 HK0330  NGVD 29 (??/??/92) 2306.596  (m)         7567.56   (f) ADJ UNCH    2 0
 HK0330
 HK0330.Superseded values are not recommended for survey control.
 HK0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0330.See file dsdata.txt to determine how the superseded data were derived.
 HK0330
 HK0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA441985(NAD 83)
 HK0330_MARKER: DB = BENCH MARK DISK
 HK0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0330_STAMPING: D 64 1934
 HK0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0330+STABILITY: SURFACE MOTION
 HK0330
 HK0330  HISTORY     - Date     Condition        Report By
 HK0330  HISTORY     - 1934     MONUMENTED       CGS
 HK0330  HISTORY     - 1967     GOOD             NGS
 HK0330
 HK0330                          STATION DESCRIPTION
 HK0330
 HK0330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HK0330'2.2 MI N FROM JAROSO.
 HK0330'REVISED DESCRIPTION- ABOUT 2.2 MI NORTH OF JAROSO GRAIN ELEVATOR
 HK0330'AT JAROSO, GO 0.2 MILES NORTH ALONG FIELD ROAD TO THE JUNCTION
 HK0330'WITH A EAST-WEST COUNTY ROAD, THENCE WEST ALONG COUNTY ROAD, 0.15
 HK0330'MILE TO THE JUNCTION WITH THE NORTH-SOUTH COUNTY ROAD, THENCE
 HK0330'ABOUT 2.0 MILES NORTH ALONG COUNTY ROAD, ABOUT 0.18 MILES NORTH
 HK0330'FROM A T-ROAD WEST, 200 FEET SOUTH OF AN EAST-WEST FENCE INTERSECTING
 HK0330'THE OLD RAILROAD GRADE, 4 FEET EAST OF THE CENTERLINE OF THE ROAD,
 HK0330'AND ABOUT 40 FEET WEST OF THE OLD RAILROAD GRADE.  SET IN CONCRETE
 HK0330'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0318 ***********************************************************************
 HK0318  DESIGNATION -  D 65
 HK0318  PID         -  HK0318
 HK0318  STATE/COUNTY-  CO/CONEJOS
 HK0318  USGS QUAD   -  MANASSA NE (1979)
 HK0318
 HK0318                         *CURRENT SURVEY CONTROL
 HK0318  ___________________________________________________________________
 HK0318* NAD 83(1986)-  37 10 42.     (N)    105 45 52.     (W)     SCALED    
 HK0318* NAVD 88     -      2356.400  (meters)    7730.96   (feet)  ADJUSTED  
 HK0318  ___________________________________________________________________
 HK0318  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 HK0318  DYNAMIC HT  -        2353.279 (meters)    7720.72  (feet)  COMP
 HK0318  MODELED GRAV-     979,221.1   (mgal)                       NAVD 88
 HK0318
 HK0318  VERT ORDER  -  SECOND    CLASS 0
 HK0318
 HK0318.The horizontal coordinates were scaled from a topographic map and have
 HK0318.an estimated accuracy of +/- 6 seconds.
 HK0318
 HK0318.The orthometric height was determined by differential leveling
 HK0318.and adjusted by the National Geodetic Survey in June 1991..
 HK0318
 HK0318.The geoid height was determined by GEOID03.
 HK0318
 HK0318.The dynamic height is computed by dividing the NAVD 88
 HK0318.geopotential number by the normal gravity value computed on the
 HK0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0318.degrees latitude (g = 980.6199 gals.).
 HK0318
 HK0318.The modeled gravity was interpolated from observed gravity values.
 HK0318
 HK0318;                    North         East    Units  Estimated Accuracy
 HK0318;SPC CO S     -   361,620.      890,920.      MT  (+/- 180 meters Scaled)
 HK0318
 HK0318                          SUPERSEDED SURVEY CONTROL
 HK0318
 HK0318  NGVD 29 (??/??/92) 2355.180  (m)         7726.95   (f) ADJ UNCH    2 0
 HK0318
 HK0318.Superseded values are not recommended for survey control.
 HK0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0318.See file dsdata.txt to determine how the superseded data were derived.
 HK0318
 HK0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB321149(NAD 83)
 HK0318_MARKER: DB = BENCH MARK DISK
 HK0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0318_STAMPING: D 65 1934
 HK0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0318+STABILITY: SURFACE MOTION
 HK0318
 HK0318  HISTORY     - Date     Condition        Report By
 HK0318  HISTORY     - 1934     MONUMENTED       CGS
 HK0318  HISTORY     - 1967     GOOD             USGS
 HK0318
 HK0318                          STATION DESCRIPTION
 HK0318
 HK0318'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 HK0318'9.5 MI E FROM MANASSA.
 HK0318'9.5 MILES EAST OF THE POST OFFICE AT MANASSA, COLORADO, ON STATE
 HK0318'HWY. 142, ABOUT 1.9 MILES WEST OF THE BRIDGE OVER THE RIO GRANDE
 HK0318'RIVER. THENCE 150 FT NORTH OF THE BLACK TOP. 500 FT. NORTHEAST
 HK0318'OF THE Y ROAD SOUTH AND 37 FT SOUTHEAST OF THE TRACE OF THE OLD
 HK0318'ROAD.  THE BM PROJECTS 0.8 FOOT ABOVE THE GROUND.  SET IN A CONCRETE
 HK0318'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0243 ***********************************************************************
 HK0243  DESIGNATION -  D 66
 HK0243  PID         -  HK0243
 HK0243  STATE/COUNTY-  CO/LAS ANIMAS
 HK0243  USGS QUAD   -  STONEWALL (1994)
 HK0243
 HK0243                         *CURRENT SURVEY CONTROL
 HK0243  ___________________________________________________________________
 HK0243* NAD 83(1986)-  37 12 01.     (N)    105 06 32.     (W)     SCALED    
 HK0243* NAVD 88     -      3012.135  (meters)    9882.31   (feet)  ADJUSTED  
 HK0243  ___________________________________________________________________
 HK0243  GEOID HEIGHT-         -16.26  (meters)                     GEOID03
 HK0243  DYNAMIC HT  -        3007.745 (meters)    9867.91  (feet)  COMP
 HK0243  MODELED GRAV-     979,063.0   (mgal)                       NAVD 88
 HK0243
 HK0243  VERT ORDER  -  SECOND    CLASS 0
 HK0243
 HK0243.The horizontal coordinates were scaled from a topographic map and have
 HK0243.an estimated accuracy of +/- 6 seconds.
 HK0243
 HK0243.The orthometric height was determined by differential leveling
 HK0243.and adjusted by the National Geodetic Survey in June 1991..
 HK0243
 HK0243.The geoid height was determined by GEOID03.
 HK0243
 HK0243.The dynamic height is computed by dividing the NAVD 88
 HK0243.geopotential number by the normal gravity value computed on the
 HK0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0243.degrees latitude (g = 980.6199 gals.).
 HK0243
 HK0243.The modeled gravity was interpolated from observed gravity values.
 HK0243
 HK0243;                    North         East    Units  Estimated Accuracy
 HK0243;SPC CO S     -   364,100.      949,120.      MT  (+/- 180 meters Scaled)
 HK0243
 HK0243                          SUPERSEDED SURVEY CONTROL
 HK0243
 HK0243  NGVD 29 (??/??/92) 3010.590  (m)         9877.24   (f) ADJ UNCH    2 0
 HK0243
 HK0243.Superseded values are not recommended for survey control.
 HK0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0243.See file dsdata.txt to determine how the superseded data were derived.
 HK0243
 HK0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB903170(NAD 83)
 HK0243_MARKER: DB = BENCH MARK DISK
 HK0243_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HK0243_STAMPING: D 66 1934
 HK0243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0243
 HK0243  HISTORY     - Date     Condition        Report By
 HK0243  HISTORY     - 1934     MONUMENTED       CGS
 HK0243
 HK0243                          STATION DESCRIPTION
 HK0243
 HK0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0243'19.5 MI E FROM CHAMA.
 HK0243'ABOUT 19.5 MI E OF CHAMA ON WHISKEY PASS TRAIL, 4.1 MI WEST OF THE
 HK0243'JUNCTION OF STATE HWY 111 AND THE WHISKEY PASS ROAD, ON THE
 HK0243'WHISKEY PASS ROAD, ABOUT 100 YDS E OF A BRIDGE, ACROSS WHISKEY
 HK0243'CREEK, 34 FEET S OF THE CENTERLINE OF THE ROAD, 20 FEET N OF THE
 HK0243'CREEK, SET IN A, ROCK 4 FT LONG 2 FT WIDE AND 1 FT HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0103 ***********************************************************************
 HK0103  DESIGNATION -  D 67
 HK0103  PID         -  HK0103
 HK0103  STATE/COUNTY-  CO/LAS ANIMAS
 HK0103  USGS QUAD   -  VIGIL (1971)
 HK0103
 HK0103                         *CURRENT SURVEY CONTROL
 HK0103  ___________________________________________________________________
 HK0103* NAD 83(1986)-  37 09 43.     (N)    104 57 03.     (W)     SCALED    
 HK0103* NAVD 88     -      2247.922  (meters)    7375.06   (feet)  ADJUSTED  
 HK0103  ___________________________________________________________________
 HK0103  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 HK0103  DYNAMIC HT  -        2244.926 (meters)    7365.23  (feet)  COMP
 HK0103  MODELED GRAV-     979,217.7   (mgal)                       NAVD 88
 HK0103
 HK0103  VERT ORDER  -  SECOND    CLASS 0
 HK0103
 HK0103.The horizontal coordinates were scaled from a topographic map and have
 HK0103.an estimated accuracy of +/- 6 seconds.
 HK0103
 HK0103.The orthometric height was determined by differential leveling
 HK0103.and adjusted by the National Geodetic Survey in June 1991..
 HK0103
 HK0103.The geoid height was determined by GEOID03.
 HK0103
 HK0103.The dynamic height is computed by dividing the NAVD 88
 HK0103.geopotential number by the normal gravity value computed on the
 HK0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0103.degrees latitude (g = 980.6199 gals.).
 HK0103
 HK0103.The modeled gravity was interpolated from observed gravity values.
 HK0103
 HK0103;                    North         East    Units  Estimated Accuracy
 HK0103;SPC CO S     -   359,910.      963,180.      MT  (+/- 180 meters Scaled)
 HK0103
 HK0103                          SUPERSEDED SURVEY CONTROL
 HK0103
 HK0103  NGVD 29 (??/??/92) 2246.661  (m)         7370.92   (f) ADJ UNCH    2 0
 HK0103
 HK0103.Superseded values are not recommended for survey control.
 HK0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0103.See file dsdata.txt to determine how the superseded data were derived.
 HK0103
 HK0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB043128(NAD 83)
 HK0103_MARKER: DB = BENCH MARK DISK
 HK0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0103_STAMPING: D 67 1934
 HK0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0103+STABILITY: SURFACE MOTION
 HK0103
 HK0103  HISTORY     - Date     Condition        Report By
 HK0103  HISTORY     - 1934     MONUMENTED       CGS
 HK0103
 HK0103                          STATION DESCRIPTION
 HK0103
 HK0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0103'6.2 MI W FROM WESTON.
 HK0103'ABOUT 6.2 MILES WEST ALONG STATE HIGHWAY 12 FROM WESTON, LAS ANIMAS
 HK0103'COUNTY, ABOUT 90 YARDS WEST OF A SCHOOLHOUSE-ZONE SIGN, 18 FEET
 HK0103'EAST OF A POLE, 10 FEET EAST OF A SMALL WASH, 25 FEET NORTH OF THE
 HK0103'CENTER LINE OF THE HIGHWAY, AND 1 1/2 FEET NORTH OF A FENCE.
 HK0103'A STANDARD DISK, STAMPED D 67 1934 AND SET IN THE TOP OF A CONCRETE
 HK0103'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0036 ***********************************************************************
 HK0036  DESIGNATION -  D 69
 HK0036  PID         -  HK0036
 HK0036  STATE/COUNTY-  CO/LAS ANIMAS
 HK0036  USGS QUAD   -  HOEHNE (1970)
 HK0036
 HK0036                         *CURRENT SURVEY CONTROL
 HK0036  ___________________________________________________________________
 HK0036* NAD 83(1986)-  37 16 49.     (N)    104 22 46.     (W)     SCALED    
 HK0036* NAVD 88     -      1746.780  (meters)    5730.89   (feet)  ADJUSTED  
 HK0036  ___________________________________________________________________
 HK0036  GEOID HEIGHT-         -19.33  (meters)                     GEOID03
 HK0036  DYNAMIC HT  -        1744.695 (meters)    5724.05  (feet)  COMP
 HK0036  MODELED GRAV-     979,375.1   (mgal)                       NAVD 88
 HK0036
 HK0036  VERT ORDER  -  SECOND    CLASS 0
 HK0036
 HK0036.The horizontal coordinates were scaled from a topographic map and have
 HK0036.an estimated accuracy of +/- 6 seconds.
 HK0036
 HK0036.The orthometric height was determined by differential leveling
 HK0036.and adjusted by the National Geodetic Survey in June 1991..
 HK0036
 HK0036.The geoid height was determined by GEOID03.
 HK0036
 HK0036.The dynamic height is computed by dividing the NAVD 88
 HK0036.geopotential number by the normal gravity value computed on the
 HK0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0036.degrees latitude (g = 980.6199 gals.).
 HK0036
 HK0036.The modeled gravity was interpolated from observed gravity values.
 HK0036
 HK0036;                    North         East    Units  Estimated Accuracy
 HK0036;SPC CO S     -   373,500.    1,013,770.      MT  (+/- 180 meters Scaled)
 HK0036
 HK0036                          SUPERSEDED SURVEY CONTROL
 HK0036
 HK0036  NGVD 29 (??/??/92) 1745.829  (m)         5727.77   (f) ADJ UNCH    2 0
 HK0036
 HK0036.Superseded values are not recommended for survey control.
 HK0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0036.See file dsdata.txt to determine how the superseded data were derived.
 HK0036
 HK0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB550261(NAD 83)
 HK0036_MARKER: DB = BENCH MARK DISK
 HK0036_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HK0036_SP_SET: WATER TOWER FOUNDATION
 HK0036_STAMPING: D 69 1934
 HK0036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0036
 HK0036  HISTORY     - Date     Condition        Report By
 HK0036  HISTORY     - 1934     MONUMENTED       CGS
 HK0036  HISTORY     - 1969     GOOD             NGS
 HK0036
 HK0036                          STATION DESCRIPTION
 HK0036
 HK0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0036'AT HOEHNES FROM HOEHNES.
 HK0036'AT HOEHNES, LAS ANIMAS COUNTY, ABOUT 96 FEET SOUTHWEST OF THE
 HK0036'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION, 36 FEET NORTHEAST
 HK0036'OF THE CENTER OF BRIDGE 626 B, AT A WATER TOWER, AND IN THE TOP
 HK0036'OF THE CENTER OF THE SOUTHEAST SIDE OF THE FOUNDATION.  A STANDARD
 HK0036'DISK, STAMPED D 69 1934.
 HK0036
 HK0036                          STATION RECOVERY (1969)
 HK0036
 HK0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HK0036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0480 ***********************************************************************
 JK0480  DESIGNATION -  D 7
 JK0480  PID         -  JK0480
 JK0480  STATE/COUNTY-  CO/FREMONT
 JK0480  USGS QUAD   -  FLORENCE (1975)
 JK0480
 JK0480                         *CURRENT SURVEY CONTROL
 JK0480  ___________________________________________________________________
 JK0480* NAD 83(1986)-  38 23 29.     (N)    105 03 04.     (W)     SCALED    
 JK0480* NAVD 88     -      1547.332  (meters)    5076.54   (feet)  ADJUSTED  
 JK0480  ___________________________________________________________________
 JK0480  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 JK0480  DYNAMIC HT  -        1545.670 (meters)    5071.09  (feet)  COMP
 JK0480  MODELED GRAV-     979,501.1   (mgal)                       NAVD 88
 JK0480
 JK0480  VERT ORDER  -  FIRST     CLASS II
 JK0480
 JK0480.The horizontal coordinates were scaled from a topographic map and have
 JK0480.an estimated accuracy of +/- 6 seconds.
 JK0480
 JK0480.The orthometric height was determined by differential leveling
 JK0480.and adjusted by the National Geodetic Survey in June 1991..
 JK0480
 JK0480.The geoid height was determined by GEOID03.
 JK0480
 JK0480.The dynamic height is computed by dividing the NAVD 88
 JK0480.geopotential number by the normal gravity value computed on the
 JK0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0480.degrees latitude (g = 980.6199 gals.).
 JK0480
 JK0480.The modeled gravity was interpolated from observed gravity values.
 JK0480
 JK0480;                    North         East    Units  Estimated Accuracy
 JK0480;SPC CO C     -   366,850.      953,620.      MT  (+/- 180 meters Scaled)
 JK0480
 JK0480                          SUPERSEDED SURVEY CONTROL
 JK0480
 JK0480  NGVD 29 (??/??/92) 1546.372  (m)         5073.39   (f) ADJ UNCH    1 2
 JK0480
 JK0480.Superseded values are not recommended for survey control.
 JK0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0480.See file dsdata.txt to determine how the superseded data were derived.
 JK0480
 JK0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC955492(NAD 83)
 JK0480_MARKER: DB = BENCH MARK DISK
 JK0480_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JK0480_SP_SET: BRIDGE
 JK0480_STAMPING: D 7 1925 5073.651
 JK0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0480
 JK0480  HISTORY     - Date     Condition        Report By
 JK0480  HISTORY     - 1925     MONUMENTED       CGS
 JK0480  HISTORY     - 1953     GOOD             NGS
 JK0480  HISTORY     - 1957     MARK NOT FOUND   USGS
 JK0480  HISTORY     - 1984     MARK NOT FOUND   NGS
 JK0480
 JK0480                          STATION DESCRIPTION
 JK0480
 JK0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0480'1.9 MI W FROM PORTLAND.
 JK0480'1.9 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0480'FROM THE STATION AT PORTLAND, 0.1 MILE EAST OF A TELEPHONE BOOTH
 JK0480'WHICH IS AT THE WEST END OF ADOBE SIDING, 90.5 FEET SOUTH OF THE
 JK0480'SOUTH RAIL OF THE MAIN TRACK, 107 FEET NORTHWEST OF THE CENTER
 JK0480'LINE OF A PRIVATE ROAD, 21 FEET SOUTH OF THE CENTER LINE OF AN
 JK0480'OLD RAILROAD BED, 5 FEET BELOW THE TOP OF THE RAILS, 1.3 MILES
 JK0480'EAST OF BENCH MARK B 342, SET IN THE TOP OF THE WEST END OF THE
 JK0480'CONCRETE HEADWALL OF A BRIDGE OVER A LARGE DRAINAGE DITCH.
 JK0480
 JK0480                          STATION RECOVERY (1957)
 JK0480
 JK0480'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 JK0480'MARK NOT FOUND.
 JK0480
 JK0480                          STATION RECOVERY (1984)
 JK0480
 JK0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0480'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1014 ***********************************************************************
 KK1014  FBN         -  This is a Federal Base Network Control Station.
 KK1014  DESIGNATION -  D 7
 KK1014  PID         -  KK1014
 KK1014  STATE/COUNTY-  CO/CLEAR CREEK
 KK1014  USGS QUAD   -  BERTHOUD PASS (1957)
 KK1014
 KK1014                         *CURRENT SURVEY CONTROL
 KK1014  ___________________________________________________________________
 KK1014* NAD 83(1992)-  39 47 56.02082(N)    105 46 40.20388(W)     ADJUSTED  
 KK1014* NAVD 88     -      3450.227  (meters)   11319.62   (feet)  ADJUSTED  
 KK1014  ___________________________________________________________________
 KK1014  X           -  -1,334,978.928 (meters)                     COMP
 KK1014  Y           -  -4,724,691.295 (meters)                     COMP
 KK1014  Z           -   4,063,055.693 (meters)                     COMP
 KK1014  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 KK1014  ELLIP HEIGHT-        3437.75  (meters)          (09/24/02) GPS OBS
 KK1014  GEOID HEIGHT-         -12.40  (meters)                     GEOID03
 KK1014  DYNAMIC HT  -        3445.654 (meters)   11304.62  (feet)  COMP
 KK1014  MODELED GRAV-     979,173.8   (mgal)                       NAVD 88
 KK1014
 KK1014  HORZ ORDER  -  B
 KK1014  VERT ORDER  -  FIRST     CLASS II
 KK1014  ELLP ORDER  -  THIRD     CLASS I
 KK1014
 KK1014.The horizontal coordinates were established by GPS observations
 KK1014.and adjusted by the National Geodetic Survey in May 1992..
 KK1014
 KK1014.The orthometric height was determined by differential leveling
 KK1014.and adjusted by the National Geodetic Survey in June 1991..
 KK1014
 KK1014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK1014
 KK1014.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1014
 KK1014.The ellipsoidal height was determined by GPS observations
 KK1014.and is referenced to NAD 83.
 KK1014
 KK1014.The geoid height was determined by GEOID03.
 KK1014
 KK1014.The dynamic height is computed by dividing the NAVD 88
 KK1014.geopotential number by the normal gravity value computed on the
 KK1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1014.degrees latitude (g = 980.6199 gals.).
 KK1014
 KK1014.The modeled gravity was interpolated from observed gravity values.
 KK1014
 KK1014;                    North         East     Units Scale Factor Converg.
 KK1014;SPC CO C     -   523,037.201   890,606.821   MT  1.00001004   -0 10 30.8
 KK1014;SPC CO C     - 1,715,997.88  2,921,932.55   sFT  1.00001004   -0 10 30.8
 KK1014;UTM  13      - 4,405,726.221   433,409.547   MT  0.99965459   -0 29 52.5
 KK1014
 KK1014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1014!SPC CO C     -   0.99946097  x   1.00001004  =   0.99947100
 KK1014!UTM  13      -   0.99946097  x   0.99965459  =   0.99911575
 KK1014
 KK1014                          SUPERSEDED SURVEY CONTROL
 KK1014
 KK1014  NAD 83(1986)-  39 47 56.01476(N)    105 46 40.20246(W) AD(       ) 3
 KK1014  ELLIP H (05/26/92) 3437.84   (m)                       GP(       ) 4 1
 KK1014  NAVD 88 (06/21/95) 3450.23   (m)        11319.6    (f) LEVELING    3  
 KK1014  NAVD 88 (05/08/95) 3450.23   (m)        11319.6    (f) LEVELING    3  
 KK1014  NAVD 88 (05/26/92) 3449.43   (m)        11317.0    (f) LEVELING    3  
 KK1014  NGVD 29 (??/??/92) 3448.355  (m)        11313.48   (f) ADJ UNCH    1 2
 KK1014
 KK1014.Superseded values are not recommended for survey control.
 KK1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1014.See file dsdata.txt to determine how the superseded data were derived.
 KK1014
 KK1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE3341005726(NAD 83)
 KK1014_MARKER: DD = SURVEY DISK
 KK1014_SETTING: 80 = SET IN A BOULDER
 KK1014_SP_SET: IN DRILL HOLE IN A BOULDER
 KK1014_STAMPING: D 7 1924 COLO
 KK1014_MARK LOGO: USGS  
 KK1014_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1014+STABILITY: SURFACE MOTION
 KK1014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1014+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2004
 KK1014
 KK1014  HISTORY     - Date     Condition        Report By
 KK1014  HISTORY     - 1924     MONUMENTED       USGS
 KK1014  HISTORY     - 1940     GOOD             NGS
 KK1014  HISTORY     - 1961     MARK NOT FOUND   NGS
 KK1014  HISTORY     - 19910711 GOOD             NGS
 KK1014  HISTORY     - 19931016 GOOD             CODH
 KK1014  HISTORY     - 19940518 GOOD             CODOT
 KK1014  HISTORY     - 20000113 GOOD             SLSS
 KK1014  HISTORY     - 20030910 GOOD             NGS
 KK1014  HISTORY     - 20040914 GOOD             MSAM
 KK1014
 KK1014                          STATION DESCRIPTION
 KK1014
 KK1014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KK1014'11.1 MI S FROM WEST PORTAL.
 KK1014'11.1 MI S FROM THE WEST PORTAL TO THE MOFFAT TUNNEL AT WEST PORTAL
 KK1014'ALONG U.S. HIGHWAY NO. 40, ABOUT 300 FEET WEST OF THE BERTHOUD
 KK1014'PASS INN, 325 FEET NORTHWEST OF STONE MONUMENT LOCATED ON THE
 KK1014'EXACT SUMMIT OF THE PASS, 220 FEET SOUTHWEST OF A LARGE ARCHED
 KK1014'STONE CULVERT RUNNING UNDERNEATH THE HIGHWAY, 170 FEET WEST OF THE
 KK1014'CENTERLINE OF THE HIGHWAY, 59 FEET SOUTHWEST OF THE CENTERLINE OLD
 KK1014'GRAVEL ROAD WHICH FORMS A SEMI-CIRCLE AROUND AND JOINS HIGHWAY AT
 KK1014'BOTH ENDS, MARK IS SET FLUSH AND HORIZONTALLY IN THE TOP OF A 4- B
 KK1014'Y 6- FOOT GRANITE BOULDER PROJECTING 1.0 FOOT ABOVE THE GROUND,
 KK1014'AND IS ABOUT 15 FEET ABOVE THE HIGHWAY. NO WOODEN POST WAS SET,
 KK1014'HOLE COULD NOT BE DUG.
 KK1014
 KK1014                          STATION RECOVERY (1961)
 KK1014
 KK1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KK1014'MARK NOT FOUND.
 KK1014
 KK1014                          STATION RECOVERY (1991)
 KK1014
 KK1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KK1014'STATION IS LOCATED ABOUT 25 KM (15.5 MI) WEST OF IDAHO SPRINGS, AT THE
 KK1014'TOP OF THE GRADE AT BERTHOUD PASS, IN THE ROOSEVELT NATIONAL FOREST
 KK1014'SKI AREA, ON THE NORTH SIDE OF THE GRAND-CLEAR CREEK COUNTY LINE, ON
 KK1014'TOP OF A CUTBANK ALONG AN OLD GRADED ROAD LEADING TO A SKI LIFT, ON A
 KK1014'BRUSH-COVERED SLOPE OF A LOW RIDGE.  OWNERSHIP--US FOREST SERVICE.
 KK1014'NOTE--STATION HAS HORIZON BLOCKAGES UP TO 28 DEGREES IN THE WEST
 KK1014'QUADRANTS DUE TO A MOUNTAIN, AND THERE ARE SEVERAL LOW TREES IN THE
 KK1014'AREA.
 KK1014'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 70 AND US HIGHWAY 40
 KK1014'(EXIT 232), ABOUT 7 MI (11.3 KM) WEST OF IDAHO SPRINGS, GO WEST ON
 KK1014'HIGHWAY 40 FOR 14.8 MI (23.8 KM) TO TOP OF GRADE AT SKI LIFT ON THE
 KK1014'RIGHT, JUST PAST MILEPOST 243.  CONTINUE AHEAD FOR 0.05 MI (0.08 KM)
 KK1014'TO AN OLD GRADED ROAD LEFT ABOUT 250 FT (76.2 M) BEFORE A TURNOUT ON
 KK1014'THE LEFT AT SKI LIFT.  TURN LEFT, WEST, ON OLD ROAD FOR 150 FT
 KK1014'(45.7 M) TO THE STATION ON THE LEFT.
 KK1014'STATION MARK IS SET FLUSH IN A 1.2 M (3.9 FT) X 2.2 M (7.2 FT) FLAT
 KK1014'BOULDER THAT PROJECTS 0.5 M (1.6 FT) ON ITS NORTH SIDE.  IT IS 48 M
 KK1014'(157.5 FT) WEST OF THE CENTER OF THE SOUTHBOUND HIGHWAY LANES, ABOUT
 KK1014'15 M (49.2 FT) SOUTH OF, AND 5 M (16.4 FT) HIGHER THAN THE GRADED
 KK1014'ROAD CENTER, 6.5 M (21.3 FT) SOUTH OF THE BANK EDGE, 10.9 M
 KK1014'(35.8 FT) WEST OF THE TOP OF A BOULDER WITH A GRANITE PLAQUE ON ITS
 KK1014'EAST SIDE WITH THE NAME -CHAUNCEY THOMAS- AND 0.9 M (3.0 FT) EAST OF
 KK1014'THE WEST EDGE OF THE BOULDER.
 KK1014'DESCRIBED BY G.R.HEID
 KK1014
 KK1014                          STATION RECOVERY (1993)
 KK1014
 KK1014'RECOVERY NOTE BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1993 (JPC)
 KK1014'RECOVERED AS DESCRIBED. ADD TO DESCRIPTION THAT THE STATION IS AT U.S.
 KK1014'HIGHWAY 40 MILEPOST 242.9.
 KK1014
 KK1014                          STATION RECOVERY (1994)
 KK1014
 KK1014'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1994 (KAW)
 KK1014'RECOVERED AS DESCRIBED.
 KK1014
 KK1014                          STATION RECOVERY (2000)
 KK1014
 KK1014'RECOVERY NOTE BY STEPHENSON LAND SURVEYING SERVICES 2000 (GFS)
 KK1014'RECOVERED AS DESCRIBED.
 KK1014
 KK1014                          STATION RECOVERY (2003)
 KK1014
 KK1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 KK1014'A SHORT ORANGE WITNESS SIGN WAS SET 1.1 M SOUTH OF MARK.
 KK1014
 KK1014                          STATION RECOVERY (2004)
 KK1014
 KK1014'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (KCH)
 KK1014'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. (MSAM) 2003
 KK1014'(KCH) RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0227 ***********************************************************************
 KK0227  DESIGNATION -  D 7 K
 KK0227  PID         -  KK0227
 KK0227  STATE/COUNTY-  CO/ELBERT
 KK0227  USGS QUAD   -  ELIZABETH (1994)
 KK0227
 KK0227                         *CURRENT SURVEY CONTROL
 KK0227  ___________________________________________________________________
 KK0227* NAD 83(1986)-  39 18 43.     (N)    104 33 51.     (W)     SCALED    
 KK0227* NAVD 88     -      2075.935  (meters)    6810.80   (feet)  POSTED    
 KK0227  ___________________________________________________________________
 KK0227  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 KK0227  DYNAMIC HT  -        2073.750 (meters)    6803.63  (feet)  COMP
 KK0227  MODELED GRAV-     979,500.6   (mgal)                       NAVD 88
 KK0227
 KK0227  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0227
 KK0227.The horizontal coordinates were scaled from a topographic map and have
 KK0227.an estimated accuracy of +/- 6 seconds.
 KK0227
 KK0227.The orthometric height was determined by differential leveling
 KK0227.and adjusted by the National Geodetic Survey in 1992..
 KK0227.No vertical observational check was made to the station.
 KK0227.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0227.was located on a no-check spur therefore a value was not computed.
 KK0227
 KK0227.The geoid height was determined by GEOID03.
 KK0227
 KK0227.The dynamic height is computed by dividing the NAVD 88
 KK0227.geopotential number by the normal gravity value computed on the
 KK0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0227.degrees latitude (g = 980.6199 gals.).
 KK0227
 KK0227.The modeled gravity was interpolated from observed gravity values.
 KK0227
 KK0227;                    North         East    Units  Estimated Accuracy
 KK0227;SPC CO C     -   469,350.      995,110.      MT  (+/- 180 meters Scaled)
 KK0227
 KK0227                          SUPERSEDED SURVEY CONTROL
 KK0227
 KK0227  NGVD 29 (??/??/92) 2074.898  (m)         6807.39   (f) ADJ UNCH    2 0
 KK0227
 KK0227.Superseded values are not recommended for survey control.
 KK0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0227.See file dsdata.txt to determine how the superseded data were derived.
 KK0227
 KK0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED375514(NAD 83)
 KK0227_MARKER: Z = SEE DESCRIPTION
 KK0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0227_STAMPING: C E
 KK0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0227+STABILITY: SURFACE MOTION
 KK0227
 KK0227  HISTORY     - Date     Condition        Report By
 KK0227  HISTORY     - UNK      MONUMENTED       CGS
 KK0227  HISTORY     - 1960     GOOD             NGS
 KK0227
 KK0227                          STATION DESCRIPTION
 KK0227
 KK0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KK0227'5 MI SE FROM ELIZABETH.
 KK0227'0.3 MILE EAST ALONG COLORADO STATE HIGHWAY 86 FROM THE MAIN
 KK0227'INTERSECTION IN ELIZABETH, THENCE SOUTH ALONG AN OILED ROAD 3.6 MILES,
 KK0227'THENCE EAST ON A GRAVELED ROAD 0.8 MILE, THENCE NORTHEAST TO TOP
 KK0227'OF HILL FOR 0.1 MILE.  THE MARK IS 37 FEET WEST OF A METAL WITNESS
 KK0227'POST AND 2 FEET NORTH OF A 4 X 4 INCH, WHITE WITNESS POST.  IT IS
 KK0227'A BRASS PLUG SET IN THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT,
 KK0227'WHICH PROJECTS 3 INCHES AND IS STAMPED C-E.  THIS MARK WAS USED AS
 KK0227'REFERENCE MARK NO. 2 FOR TRIANGULATION STATION BUZZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0181 ***********************************************************************
 HJ0181  DESIGNATION -  D 70
 HJ0181  PID         -  HJ0181
 HJ0181  STATE/COUNTY-  CO/OTERO
 HJ0181  USGS QUAD   -  LA JUNTA SW (1984)
 HJ0181
 HJ0181                         *CURRENT SURVEY CONTROL
 HJ0181  ___________________________________________________________________
 HJ0181* NAD 83(1986)-  37 50 33.     (N)    103 44 38.     (W)     SCALED    
 HJ0181* NAVD 88     -      1342.930  (meters)    4405.93   (feet)  ADJUSTED  
 HJ0181  ___________________________________________________________________
 HJ0181  GEOID HEIGHT-         -21.40  (meters)                     GEOID03
 HJ0181  DYNAMIC HT  -        1341.528 (meters)    4401.33  (feet)  COMP
 HJ0181  MODELED GRAV-     979,538.9   (mgal)                       NAVD 88
 HJ0181
 HJ0181  VERT ORDER  -  SECOND    CLASS 0
 HJ0181
 HJ0181.The horizontal coordinates were scaled from a topographic map and have
 HJ0181.an estimated accuracy of +/- 6 seconds.
 HJ0181
 HJ0181.The orthometric height was determined by differential leveling
 HJ0181.and adjusted by the National Geodetic Survey in June 1991..
 HJ0181
 HJ0181.The geoid height was determined by GEOID03.
 HJ0181
 HJ0181.The dynamic height is computed by dividing the NAVD 88
 HJ0181.geopotential number by the normal gravity value computed on the
 HJ0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0181.degrees latitude (g = 980.6199 gals.).
 HJ0181
 HJ0181.The modeled gravity was interpolated from observed gravity values.
 HJ0181
 HJ0181;                    North         East    Units  Estimated Accuracy
 HJ0181;SPC CO S     -   436,750.    1,068,960.      MT  (+/- 180 meters Scaled)
 HJ0181
 HJ0181                          SUPERSEDED SURVEY CONTROL
 HJ0181
 HJ0181  NGVD 29 (??/??/92) 1342.206  (m)         4403.55   (f) ADJ UNCH    2 0
 HJ0181
 HJ0181.Superseded values are not recommended for survey control.
 HJ0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0181.See file dsdata.txt to determine how the superseded data were derived.
 HJ0181
 HJ0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB105890(NAD 83)
 HJ0181_MARKER: DB = BENCH MARK DISK
 HJ0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0181_STAMPING: D 70 1934
 HJ0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0181+STABILITY: SURFACE MOTION
 HJ0181
 HJ0181  HISTORY     - Date     Condition        Report By
 HJ0181  HISTORY     - 1934     MONUMENTED       CGS
 HJ0181  HISTORY     - 1965     GOOD             USGS
 HJ0181
 HJ0181                          STATION DESCRIPTION
 HJ0181
 HJ0181'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 HJ0181'2.2 MI NE FROM TIMPAS.
 HJ0181'TIMPAS, ABOUT 2.2 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND
 HJ0181'SANTA FE RAILWAY FROM, AT MILE POST 570, ABOUT 98 FEET NORTHWEST
 HJ0181'OF THE CENTER LINE OF THE TRACK, AND 2 FEET SOUTHEAST OF A FENCE.
 HJ0181'A  STANDARD DISK, STAMPED D 70 1934 AND SET IN THE TOP OF A
 HJ0181'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0306 ***********************************************************************
 LK0306  DESIGNATION -  D 71
 LK0306  PID         -  LK0306
 LK0306  STATE/COUNTY-  CO/MORGAN
 LK0306  USGS QUAD   -  MILLER RANCH (1984)
 LK0306
 LK0306                         *CURRENT SURVEY CONTROL
 LK0306  ___________________________________________________________________
 LK0306* NAD 83(1986)-  40 08 03.     (N)    103 35 04.     (W)     SCALED    
 LK0306* NAVD 88     -      1316.413  (meters)    4318.93   (feet)  ADJUSTED  
 LK0306  ___________________________________________________________________
 LK0306  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 LK0306  DYNAMIC HT  -        1315.345 (meters)    4315.43  (feet)  COMP
 LK0306  MODELED GRAV-     979,768.8   (mgal)                       NAVD 88
 LK0306
 LK0306  VERT ORDER  -  SECOND    CLASS 0
 LK0306
 LK0306.The horizontal coordinates were scaled from a topographic map and have
 LK0306.an estimated accuracy of +/- 6 seconds.
 LK0306
 LK0306.The orthometric height was determined by differential leveling
 LK0306.and adjusted by the National Geodetic Survey in June 1991..
 LK0306
 LK0306.The geoid height was determined by GEOID03.
 LK0306
 LK0306.The dynamic height is computed by dividing the NAVD 88
 LK0306.geopotential number by the normal gravity value computed on the
 LK0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0306.degrees latitude (g = 980.6199 gals.).
 LK0306
 LK0306.The modeled gravity was interpolated from observed gravity values.
 LK0306
 LK0306;                    North         East    Units  Estimated Accuracy
 LK0306;SPC CO N     -   395,480.    1,077,640.      MT  (+/- 180 meters Scaled)
 LK0306
 LK0306                          SUPERSEDED SURVEY CONTROL
 LK0306
 LK0306  NGVD 29 (??/??/92) 1315.740  (m)         4316.72   (f) ADJ UNCH    2 0
 LK0306
 LK0306.Superseded values are not recommended for survey control.
 LK0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0306.See file dsdata.txt to determine how the superseded data were derived.
 LK0306
 LK0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE205436(NAD 83)
 LK0306_MARKER: DB = BENCH MARK DISK
 LK0306_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LK0306_SP_SET: BRIDGE
 LK0306_STAMPING: D 71 1935
 LK0306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0306
 LK0306  HISTORY     - Date     Condition        Report By
 LK0306  HISTORY     - 1935     MONUMENTED       CGS
 LK0306
 LK0306                          STATION DESCRIPTION
 LK0306
 LK0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LK0306'4.2 MI N FROM GARY.
 LK0306'4.2 MILES NORTH ALONG A PUBLIC ROAD FROM THE POST OFFICE AT GARY,
 LK0306'MORGAN COUNTY, 0.8 MILE SOUTH OF THE INTERSECTION OF STATE HIGHWAY
 LK0306'71, 0.9 MILE SOUTH OF THE NORWOOD STORE, 150 FEET SOUTH OF A S CURVE,
 LK0306'AT A LARGE CONCRETE BRIDGE OVER A CANAL, IN THE TOP OF THE WING WALL,
 LK0306'AND 3 FEET NORTHWEST OF THE SOUTHEAST END, AND 12 FEET EAST OF THE
 LK0306'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED D 71 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0138 ***********************************************************************
 KJ0138  DESIGNATION -  D 72
 KJ0138  PID         -  KJ0138
 KJ0138  STATE/COUNTY-  CO/YUMA
 KJ0138  USGS QUAD   -  JOES (1968)
 KJ0138
 KJ0138                         *CURRENT SURVEY CONTROL
 KJ0138  ___________________________________________________________________
 KJ0138* NAD 83(1986)-  39 39 20.     (N)    102 42 25.     (W)     SCALED    
 KJ0138* NAVD 88     -      1309.506  (meters)    4296.27   (feet)  ADJUSTED  
 KJ0138  ___________________________________________________________________
 KJ0138  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 KJ0138  DYNAMIC HT  -        1308.386 (meters)    4292.60  (feet)  COMP
 KJ0138  MODELED GRAV-     979,725.6   (mgal)                       NAVD 88
 KJ0138
 KJ0138  VERT ORDER  -  SECOND    CLASS 0
 KJ0138
 KJ0138.The horizontal coordinates were scaled from a topographic map and have
 KJ0138.an estimated accuracy of +/- 6 seconds.
 KJ0138
 KJ0138.The orthometric height was determined by differential leveling
 KJ0138.and adjusted by the National Geodetic Survey in June 1991..
 KJ0138
 KJ0138.The geoid height was determined by GEOID03.
 KJ0138
 KJ0138.The dynamic height is computed by dividing the NAVD 88
 KJ0138.geopotential number by the normal gravity value computed on the
 KJ0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0138.degrees latitude (g = 980.6199 gals.).
 KJ0138
 KJ0138.The modeled gravity was interpolated from observed gravity values.
 KJ0138
 KJ0138;                    North         East    Units  Estimated Accuracy
 KJ0138;SPC CO N     -   344,350.    1,154,070.      MT  (+/- 180 meters Scaled)
 KJ0138
 KJ0138                          SUPERSEDED SURVEY CONTROL
 KJ0138
 KJ0138  NGVD 29 (??/??/92) 1308.913  (m)         4294.33   (f) ADJ UNCH    2 0
 KJ0138
 KJ0138.Superseded values are not recommended for survey control.
 KJ0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0138.See file dsdata.txt to determine how the superseded data were derived.
 KJ0138
 KJ0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD967920(NAD 83)
 KJ0138_MARKER: DB = BENCH MARK DISK
 KJ0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0138_STAMPING: D 72 1935
 KJ0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0138+STABILITY: SURFACE MOTION
 KJ0138
 KJ0138  HISTORY     - Date     Condition        Report By
 KJ0138  HISTORY     - 1935     MONUMENTED       CGS
 KJ0138  HISTORY     - 1942     GOOD             NGS
 KJ0138  HISTORY     - 1974     MARK NOT FOUND   LOCENG
 KJ0138
 KJ0138                          STATION DESCRIPTION
 KJ0138
 KJ0138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KJ0138'1.5 MI W FROM JOES.
 KJ0138'1.5 MILES WEST ALONG U.S. HIGHWAY 36 FROM JOES, YUMA COUNTY, AT THE
 KJ0138'JUNCTION OF STATE HIGHWAY 59, 38 FEET SOUTH OF THE CENTERLINE OF U.S.
 KJ0138'HIGHWAY 36, 20 FEET EAST OF THE CENTERLINE OF A NORTH-AND-SOUTH ROAD,
 KJ0138'AT THE NORTHWEST CORNER OF A PASTURE, 10 FEET SOUTH OF A FENCE CORNER,
 KJ0138'AND 1.5 FEET EAST OF THE FENCE.  A STANDARD DISK, STAMPED D 72 1935
 KJ0138'AND SET IN THE TOP OF A CONCRETE POST.
 KJ0138
 KJ0138                          STATION RECOVERY (1974)
 KJ0138
 KJ0138'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 KJ0138'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0151 ***********************************************************************
 KJ0151  FBN         -  This is a Federal Base Network Control Station.
 KJ0151  DESIGNATION -  D 73
 KJ0151  PID         -  KJ0151
 KJ0151  STATE/COUNTY-  CO/YUMA
 KJ0151  USGS QUAD   -  ABARR (1974)
 KJ0151
 KJ0151                         *CURRENT SURVEY CONTROL
 KJ0151  ___________________________________________________________________
 KJ0151* NAD 83(1992)-  39 47 13.73045(N)    102 42 24.35591(W)     ADJUSTED  
 KJ0151* NAVD 88     -      1303.713  (meters)    4277.27   (feet)  ADJUSTED  
 KJ0151  ___________________________________________________________________
 KJ0151  X           -  -1,079,757.586 (meters)                     COMP
 KJ0151  Y           -  -4,788,625.696 (meters)                     COMP
 KJ0151  Z           -   4,060,673.416 (meters)                     COMP
 KJ0151  LAPLACE CORR-          -4.85  (seconds)                    DEFLEC99
 KJ0151  ELLIP HEIGHT-        1281.99  (meters)          (09/24/02) GPS OBS
 KJ0151  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 KJ0151  DYNAMIC HT  -        1302.616 (meters)    4273.67  (feet)  COMP
 KJ0151  MODELED GRAV-     979,739.3   (mgal)                       NAVD 88
 KJ0151
 KJ0151  HORZ ORDER  -  B
 KJ0151  VERT ORDER  -  SECOND    CLASS 0
 KJ0151  ELLP ORDER  -  THIRD     CLASS I
 KJ0151
 KJ0151.The horizontal coordinates were established by GPS observations
 KJ0151.and adjusted by the National Geodetic Survey in May 1992..
 KJ0151
 KJ0151.The orthometric height was determined by differential leveling
 KJ0151.and adjusted by the National Geodetic Survey in June 1991..
 KJ0151
 KJ0151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KJ0151
 KJ0151.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0151
 KJ0151.The ellipsoidal height was determined by GPS observations
 KJ0151.and is referenced to NAD 83.
 KJ0151
 KJ0151.The geoid height was determined by GEOID03.
 KJ0151
 KJ0151.The dynamic height is computed by dividing the NAVD 88
 KJ0151.geopotential number by the normal gravity value computed on the
 KJ0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0151.degrees latitude (g = 980.6199 gals.).
 KJ0151
 KJ0151.The modeled gravity was interpolated from observed gravity values.
 KJ0151
 KJ0151;                    North         East     Units Scale Factor Converg.
 KJ0151;SPC CO N     -   358,955.466 1,153,623.741   MT  0.99998937   +1 48 17.3
 KJ0151;SPC CO N     - 1,177,673.06  3,784,847.22   sFT  0.99998937   +1 48 17.3
 KJ0151;UTM  13      - 4,406,648.605   696,365.842   MT  1.00007474   +1 28 04.8
 KJ0151
 KJ0151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0151!SPC CO N     -   0.99979892  x   0.99998937  =   0.99978829
 KJ0151!UTM  13      -   0.99979892  x   1.00007474  =   0.99987364
 KJ0151
 KJ0151                          SUPERSEDED SURVEY CONTROL
 KJ0151
 KJ0151  NAD 83(1986)-  39 47 13.72552(N)    102 42 24.35488(W) AD(       ) 3
 KJ0151  ELLIP H (05/26/92) 1282.00   (m)                       GP(       ) 4 1
 KJ0151  NAVD 88 (05/26/92) 1303.71   (m)         4277.3    (f) LEVELING    3  
 KJ0151  NGVD 29 (??/??/92) 1303.124  (m)         4275.33   (f) ADJ UNCH    2 0
 KJ0151
 KJ0151.Superseded values are not recommended for survey control.
 KJ0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0151.See file dsdata.txt to determine how the superseded data were derived.
 KJ0151
 KJ0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFE9636606649(NAD 83)
 KJ0151_MARKER: DB = BENCH MARK DISK
 KJ0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0151_SP_SET: CONCRETE POST
 KJ0151_STAMPING: D 73 1935
 KJ0151_MARK LOGO: CGS   
 KJ0151_PROJECTION: FLUSH
 KJ0151_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KJ0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0151+STABILITY: SURFACE MOTION
 KJ0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0151+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1998
 KJ0151
 KJ0151  HISTORY     - Date     Condition        Report By
 KJ0151  HISTORY     - 1935     MONUMENTED       CGS
 KJ0151  HISTORY     - 1942     GOOD             NGS
 KJ0151  HISTORY     - 19910421 GOOD             NGS
 KJ0151  HISTORY     - 19980623 GOOD             CODOT
 KJ0151
 KJ0151                          STATION DESCRIPTION
 KJ0151
 KJ0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KJ0151'4.3 MI S FROM ABARR.
 KJ0151'4.3 MILES SOUTH ALONG STATE HIGHWAY 59 FROM THE POST OFFICE AT ABARR,
 KJ0151'YUMA COUNTY, AT THE JUNCTION OF A ROAD LEADING EAST, 20 FEET NORTHEAST
 KJ0151'OF THE NORTHEAST CORNER OF A SMALL STEEL CATTLE GUARD, 53 FEET EAST OF
 KJ0151'THE CENTERLINE OF THE HIGHWAY, AND 30 FEET EAST OF A FENCE LINE.  A
 KJ0151'STANDARD DISK, STAMPED D 73 1935 AND SET IN THE TOP OF A CONCRETE
 KJ0151'POST.
 KJ0151
 KJ0151                          STATION RECOVERY (1991)
 KJ0151
 KJ0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KJ0151'STATION IS LOCATED ABOUT 35 KM (21.7 MI) SOUTH OF YUMA, 15 KM
 KJ0151'(9.3 MI) NORTH-NORTHWEST OF JOES, ALONG STATE HIGHWAY 59, AT MILE
 KJ0151'80.5, IN FENCED RANGE, ACROSS THE HIGHWAY FROM A CATTLE WINDBREAK, IN
 KJ0151'THE SOUTHWEST CORNER OF SECTION 13, T 3 S, R 48 W.  OWNERSHIP--CLARE
 KJ0151'E. SMITH, 9357 HIGHWAY 59, YUMA, CO 80759.  PHONE IS 303-358-4274.
 KJ0151'TO REACH FROM THE JOES POST OFFICE, GO WEST ON US HIGHWAY 36 FOR 2.2
 KJ0151'KM (1.4 MI) TO THE JUNCTION WITH STATE HIGHWAY 59.  TURN RIGHT,
 KJ0151'NORTH, ON HIGHWAY 59 FOR 10.89 KM (6.77 MI) TO ROAD 13 ON THE RIGHT
 KJ0151'AT OLD CONCRETE SCHOOL BUILDING.  CONTINUE AHEAD FOR 3.25 KM
 KJ0151'(2.02 MI) TO AN OVERGROWN GRAVEL ROAD LEFT, A TRACK ROAD RIGHT AND
 KJ0151'THE STATION ON THE RIGHT.
 KJ0151'STATION MARK IS SET IN THE TOP OF A 20-CM SQUARE CONCRETE POST
 KJ0151'PROJECTING 10 CM.  IT IS 30.9 M (101.4 FT) EAST OF, AND SLIGHTLY
 KJ0151'LOWER THAN THE HIGHWAY CENTER, 8.1 M (26.6 FT) NORTH OF THE TRACK
 KJ0151'ROAD CENTER, 7.7 M (25.3 FT) EAST OF A FIBERGLASS WITNESS POST IN THE
 KJ0151'RIGHT-OF-WAY FENCE, AND 7.9 M (25.9 FT) NORTHEAST OF THE SOUTHEAST
 KJ0151'CORNER OF A CONCRETE FRAME FOR A CATTLE GUARD.
 KJ0151'DESCRIBED BY G.R.HEID
 KJ0151
 KJ0151                          STATION RECOVERY (1998)
 KJ0151
 KJ0151'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (KAW)
 KJ0151'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0111 ***********************************************************************
 KJ0111  DESIGNATION -  D 74
 KJ0111  PID         -  KJ0111
 KJ0111  STATE/COUNTY-  CO/KIT CARSON
 KJ0111  USGS QUAD   -  NORTH OF BIG SPRING (1979)
 KJ0111
 KJ0111                         *CURRENT SURVEY CONTROL
 KJ0111  ___________________________________________________________________
 KJ0111* NAD 83(1986)-  39 06 43.     (N)    102 51 58.     (W)     SCALED    
 KJ0111* NAVD 88     -      1449.933  (meters)    4756.99   (feet)  ADJUSTED  
 KJ0111  ___________________________________________________________________
 KJ0111  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 KJ0111  DYNAMIC HT  -        1448.560 (meters)    4752.48  (feet)  COMP
 KJ0111  MODELED GRAV-     979,629.6   (mgal)                       NAVD 88
 KJ0111
 KJ0111  VERT ORDER  -  SECOND    CLASS 0
 KJ0111
 KJ0111.The horizontal coordinates were scaled from a topographic map and have
 KJ0111.an estimated accuracy of +/- 6 seconds.
 KJ0111
 KJ0111.The orthometric height was determined by differential leveling
 KJ0111.and adjusted by the National Geodetic Survey in June 1991..
 KJ0111
 KJ0111.The geoid height was determined by GEOID03.
 KJ0111
 KJ0111.The dynamic height is computed by dividing the NAVD 88
 KJ0111.geopotential number by the normal gravity value computed on the
 KJ0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0111.degrees latitude (g = 980.6199 gals.).
 KJ0111
 KJ0111.The modeled gravity was interpolated from observed gravity values.
 KJ0111
 KJ0111;                    North         East    Units  Estimated Accuracy
 KJ0111;SPC CO C     -   450,040.    1,142,160.      MT  (+/- 180 meters Scaled)
 KJ0111
 KJ0111                          SUPERSEDED SURVEY CONTROL
 KJ0111
 KJ0111  NGVD 29 (??/??/92) 1449.273  (m)         4754.82   (f) ADJ UNCH    2 0
 KJ0111
 KJ0111.Superseded values are not recommended for survey control.
 KJ0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0111.See file dsdata.txt to determine how the superseded data were derived.
 KJ0111
 KJ0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD844313(NAD 83)
 KJ0111_MARKER: DB = BENCH MARK DISK
 KJ0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0111_STAMPING: D 74 1935
 KJ0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0111+STABILITY: SURFACE MOTION
 KJ0111
 KJ0111  HISTORY     - Date     Condition        Report By
 KJ0111  HISTORY     - 1935     MONUMENTED       CGS
 KJ0111  HISTORY     - 1942     GOOD             NGS
 KJ0111  HISTORY     - 1975     MARK NOT FOUND   USGS
 KJ0111
 KJ0111                          STATION DESCRIPTION
 KJ0111
 KJ0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KJ0111'13.6 MI S FROM SEIBERT.
 KJ0111'13.6 MILES SOUTH ALONG STATE HIGHWAY 59 FROM SEIBERT, KIT CARSON
 KJ0111'COUNTY, ON THE OLD HIGHWAY, AT A RIGHT-ANGLE TURN, AT A ROAD
 KJ0111'JUNCTION, 24 FEET NORTH OF THE CENTERLINE OF THE ROAD, 32 FEET NORTH
 KJ0111'OF A MAIL BOX, AND 1 FOOT SOUTH OF A FENCE.  A STANDARD DISK, STAMPED
 KJ0111'D 74 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK IS ON
 KJ0111'OLD HIGHWAY.  IN SW 1/4 SEC. 35, T 10 S, R 49 W.
 KJ0111
 KJ0111                          STATION RECOVERY (1975)
 KJ0111
 KJ0111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KJ0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0307 ***********************************************************************
 HK0307  DESIGNATION -  D 75
 HK0307  PID         -  HK0307
 HK0307  STATE/COUNTY-  CO/ALAMOSA
 HK0307  USGS QUAD   -  BALDY (1965)
 HK0307
 HK0307                         *CURRENT SURVEY CONTROL
 HK0307  ___________________________________________________________________
 HK0307* NAD 83(1986)-  37 27 04.     (N)    105 41 38.     (W)     SCALED    
 HK0307* NAVD 88     -      2312.284  (meters)    7586.22   (feet)  POSTED    
 HK0307  ___________________________________________________________________
 HK0307  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 HK0307  DYNAMIC HT  -        2309.210 (meters)    7576.13  (feet)  COMP
 HK0307  MODELED GRAV-     979,219.4   (mgal)                       NAVD 88
 HK0307
 HK0307  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 HK0307
 HK0307.The horizontal coordinates were scaled from a topographic map and have
 HK0307.an estimated accuracy of +/- 6 seconds.
 HK0307
 HK0307.The orthometric height was determined by differential leveling
 HK0307.and adjusted by the National Geodetic Survey in 1992..
 HK0307.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 HK0307.rate of 4.1 thru 8.0 mm/km.
 HK0307
 HK0307.The geoid height was determined by GEOID03.
 HK0307
 HK0307.The dynamic height is computed by dividing the NAVD 88
 HK0307.geopotential number by the normal gravity value computed on the
 HK0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0307.degrees latitude (g = 980.6199 gals.).
 HK0307
 HK0307.The modeled gravity was interpolated from observed gravity values.
 HK0307
 HK0307;                    North         East    Units  Estimated Accuracy
 HK0307;SPC CO S     -   391,880.      897,250.      MT  (+/- 180 meters Scaled)
 HK0307
 HK0307                          SUPERSEDED SURVEY CONTROL
 HK0307
 HK0307  NGVD 29 (??/??/92) 2311.013  (m)         7582.05   (f) ADJ UNCH    2 0
 HK0307
 HK0307.Superseded values are not recommended for survey control.
 HK0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0307.See file dsdata.txt to determine how the superseded data were derived.
 HK0307
 HK0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB386451(NAD 83)
 HK0307_MARKER: DB = BENCH MARK DISK
 HK0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0307_STAMPING: D 75 1934
 HK0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0307+STABILITY: SURFACE MOTION
 HK0307
 HK0307  HISTORY     - Date     Condition        Report By
 HK0307  HISTORY     - 1934     MONUMENTED       CGS
 HK0307  HISTORY     - 1938     GOOD             NGS
 HK0307
 HK0307                          STATION DESCRIPTION
 HK0307
 HK0307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HK0307'2.5 MI W FROM BALDY.
 HK0307'2.5 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 HK0307'THE STATION AT BALDY, 4 POLES EAST OF A ROAD CROSSING, 53 FEET NORTH
 HK0307'OF THE CENTER LINE OF A ROAD, 81 FEET NORTH OF A ROW OF POLES, AND
 HK0307'30 FEET SOUTH OF THE CENTER LINE OF THE TRACK AND SET IN THE TOP OF
 HK0307'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0206 ***********************************************************************
 HK0206  DESIGNATION -  D 76
 HK0206  PID         -  HK0206
 HK0206  STATE/COUNTY-  CO/HUERFANO
 HK0206  USGS QUAD   -  LA VETA (1963)
 HK0206
 HK0206                         *CURRENT SURVEY CONTROL
 HK0206  ___________________________________________________________________
 HK0206* NAD 83(1986)-  37 31 14.     (N)    105 04 33.     (W)     SCALED    
 HK0206* NAVD 88     -      2240.677  (meters)    7351.29   (feet)  ADJUSTED  
 HK0206  ___________________________________________________________________
 HK0206  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 HK0206  DYNAMIC HT  -        2237.784 (meters)    7341.80  (feet)  COMP
 HK0206  MODELED GRAV-     979,258.6   (mgal)                       NAVD 88
 HK0206
 HK0206  VERT ORDER  -  SECOND    CLASS 0
 HK0206
 HK0206.The horizontal coordinates were scaled from a topographic map and have
 HK0206.an estimated accuracy of +/- 6 seconds.
 HK0206
 HK0206.The orthometric height was determined by differential leveling
 HK0206.and adjusted by the National Geodetic Survey in June 1991..
 HK0206
 HK0206.The geoid height was determined by GEOID03.
 HK0206
 HK0206.The dynamic height is computed by dividing the NAVD 88
 HK0206.geopotential number by the normal gravity value computed on the
 HK0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0206.degrees latitude (g = 980.6199 gals.).
 HK0206
 HK0206.The modeled gravity was interpolated from observed gravity values.
 HK0206
 HK0206;                    North         East    Units  Estimated Accuracy
 HK0206;SPC CO S     -   399,650.      951,900.      MT  (+/- 180 meters Scaled)
 HK0206
 HK0206                          SUPERSEDED SURVEY CONTROL
 HK0206
 HK0206.No superseded survey control is available for this station.
 HK0206
 HK0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB932526(NAD 83)
 HK0206_MARKER: DB = BENCH MARK DISK
 HK0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HK0206_SP_SET: CULVERT
 HK0206_STAMPING: D 76 1934
 HK0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0206
 HK0206  HISTORY     - Date     Condition        Report By
 HK0206  HISTORY     - 1934     MONUMENTED       CGS
 HK0206
 HK0206                          STATION DESCRIPTION
 HK0206
 HK0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0206'3.9 MI W FROM LA VETA.
 HK0206'3.9 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 HK0206'FROM LA VETA, HUERFANO COUNTY, 3 1/2 POLES WEST OF MILEPOST 194,
 HK0206'ABOUT 111 FEET EAST OF A YARD-LIMIT SIGN AT THE EAST END OF A
 HK0206'SMALL CUT, AT A 6- BY 6-FOOT CONCRETE CULVERT, IN THE NORTH HEAD
 HK0206'WALL, AND ABOUT 8 FEET NORTH OF THE CENTER LINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0007 ***********************************************************************
 JK0007  DESIGNATION -  D 77
 JK0007  PID         -  JK0007
 JK0007  STATE/COUNTY-  CO/EL PASO
 JK0007  USGS QUAD   -  BIG SPRINGS RANCH (1973)
 JK0007
 JK0007                         *CURRENT SURVEY CONTROL
 JK0007  ___________________________________________________________________
 JK0007* NAD 83(1986)-  38 50 22.     (N)    104 15 34.     (W)     SCALED    
 JK0007* NAVD 88     -      1890.736  (meters)    6203.19   (feet)  ADJUSTED  
 JK0007  ___________________________________________________________________
 JK0007  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 JK0007  DYNAMIC HT  -        1888.702 (meters)    6196.52  (feet)  COMP
 JK0007  MODELED GRAV-     979,484.8   (mgal)                       NAVD 88
 JK0007
 JK0007  VERT ORDER  -  SECOND    CLASS 0
 JK0007
 JK0007.The horizontal coordinates were scaled from a topographic map and have
 JK0007.an estimated accuracy of +/- 6 seconds.
 JK0007
 JK0007.The orthometric height was determined by differential leveling
 JK0007.and adjusted by the National Geodetic Survey in June 1991..
 JK0007
 JK0007.The geoid height was determined by GEOID03.
 JK0007
 JK0007.The dynamic height is computed by dividing the NAVD 88
 JK0007.geopotential number by the normal gravity value computed on the
 JK0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0007.degrees latitude (g = 980.6199 gals.).
 JK0007
 JK0007.The modeled gravity was interpolated from observed gravity values.
 JK0007
 JK0007;                    North         East    Units  Estimated Accuracy
 JK0007;SPC CO C     -   417,220.    1,022,100.      MT  (+/- 180 meters Scaled)
 JK0007
 JK0007                          SUPERSEDED SURVEY CONTROL
 JK0007
 JK0007  NGVD 29 (??/??/92) 1889.744  (m)         6199.94   (f) ADJ UNCH    2 0
 JK0007
 JK0007.Superseded values are not recommended for survey control.
 JK0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0007.See file dsdata.txt to determine how the superseded data were derived.
 JK0007
 JK0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC642992(NAD 83)
 JK0007_MARKER: DB = BENCH MARK DISK
 JK0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0007_STAMPING: D 77 1935
 JK0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0007+STABILITY: SURFACE MOTION
 JK0007
 JK0007  HISTORY     - Date     Condition        Report By
 JK0007  HISTORY     - 1935     MONUMENTED       CGS
 JK0007  HISTORY     - 1985     MARK NOT FOUND   NGS
 JK0007
 JK0007                          STATION DESCRIPTION
 JK0007
 JK0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JK0007'2 MI W FROM YODER.
 JK0007'2.0 MILES WEST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE AT
 JK0007'YODER, AT A CROSSROADS, 70 FEET NORTH OF THE CENTERLINE OF THE
 JK0007'HIGHWAY, 33 FEET WEST OF THE CENTERLINE OF THE ROAD, 40 FEET NORTH
 JK0007'OF A FENCE CORNER, AND 2 FEET WEST OF A FENCE.  A STANDARD DISK,
 JK0007'STAMPED D 77 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JK0007
 JK0007                          STATION RECOVERY (1985)
 JK0007
 JK0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JK0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0104 ***********************************************************************
 JJ0104  DESIGNATION -  D 78
 JJ0104  PID         -  JJ0104
 JJ0104  STATE/COUNTY-  CO/KIOWA
 JJ0104  USGS QUAD   -  TOWNER (1968)
 JJ0104
 JJ0104                         *CURRENT SURVEY CONTROL
 JJ0104  ___________________________________________________________________
 JJ0104* NAD 83(1986)-  38 28 19.     (N)    102 03 54.     (W)     SCALED    
 JJ0104* NAVD 88     -      1192.236  (meters)    3911.53   (feet)  ADJUSTED  
 JJ0104  ___________________________________________________________________
 JJ0104  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 JJ0104  DYNAMIC HT  -        1191.142 (meters)    3907.94  (feet)  COMP
 JJ0104  MODELED GRAV-     979,670.0   (mgal)                       NAVD 88
 JJ0104
 JJ0104  VERT ORDER  -  SECOND    CLASS 0
 JJ0104
 JJ0104.The horizontal coordinates were scaled from a topographic map and have
 JJ0104.an estimated accuracy of +/- 6 seconds.
 JJ0104
 JJ0104.The orthometric height was determined by differential leveling
 JJ0104.and adjusted by the National Geodetic Survey in June 1991..
 JJ0104
 JJ0104.The geoid height was determined by GEOID03.
 JJ0104
 JJ0104.The dynamic height is computed by dividing the NAVD 88
 JJ0104.geopotential number by the normal gravity value computed on the
 JJ0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0104.degrees latitude (g = 980.6199 gals.).
 JJ0104
 JJ0104.The modeled gravity was interpolated from observed gravity values.
 JJ0104
 JJ0104;                    North         East    Units  Estimated Accuracy
 JJ0104;SPC CO S     -   510,680.    1,214,100.      MT  (+/- 180 meters Scaled)
 JJ0104
 JJ0104                          SUPERSEDED SURVEY CONTROL
 JJ0104
 JJ0104  NGVD 29 (??/??/92) 1191.741  (m)         3909.90   (f) ADJ UNCH    2 0
 JJ0104
 JJ0104.Superseded values are not recommended for survey control.
 JJ0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0104.See file dsdata.txt to determine how the superseded data were derived.
 JJ0104
 JJ0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC560622(NAD 83)
 JJ0104_MARKER: DB = BENCH MARK DISK
 JJ0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0104_STAMPING: D 78 1935
 JJ0104_MARK LOGO: CGS   
 JJ0104_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JJ0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0104+STABILITY: SURFACE MOTION
 JJ0104
 JJ0104  HISTORY     - Date     Condition        Report By
 JJ0104  HISTORY     - 1935     MONUMENTED       CGS
 JJ0104  HISTORY     - 1941     GOOD             NGS
 JJ0104  HISTORY     - 19951116 GOOD             CODOT
 JJ0104
 JJ0104                          STATION DESCRIPTION
 JJ0104
 JJ0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0104'0.8 MI E FROM TOWNER.
 JJ0104'TO REACH BENCH MARK FROM THE TOWNER RAILROAD STATION, GO 0.8 MILE
 JJ0104'EAST ALONG THE MISSOURI PACIFIC RAILROAD TO SITE OF BENCH MARK.
 JJ0104'BENCH MARK IS ABOUT 0.2 MILE EAST OF MILE POST 746, ABOUT 150.0 FEET
 JJ0104'SOUTHWEST OF THE MILE POLE 745 + 30, 43.0 FEET SOUTH OF AND ABOUT 3.0
 JJ0104'FEET BELOW THE CENTERLINE OF THE RAILROAD TRACK, 41.0 FEET NORTH OF
 JJ0104'THE CENTERLINE OF STATE HIGHWAY 96, 5.0 FEET NORTH OF THE RIGHT OF WAY
 JJ0104'FENCE, 3.0 FEET NORTH OF A 4 X 4 INCH WOODEN MARKER POST.  THE
 JJ0104'MONUMENT PROJECTS 0.6 FOOT.  A STANDARD DISK SET IN CONCRETE POST.
 JJ0104
 JJ0104                          STATION RECOVERY (1995)
 JJ0104
 JJ0104'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (PGG)
 JJ0104'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0362 ***********************************************************************
 JJ0362  DESIGNATION -  D 79
 JJ0362  PID         -  JJ0362
 JJ0362  STATE/COUNTY-  CO/LINCOLN
 JJ0362  USGS QUAD   -  ROCK BASIN (1978)
 JJ0362
 JJ0362                         *CURRENT SURVEY CONTROL
 JJ0362  ___________________________________________________________________
 JJ0362* NAD 83(1986)-  38 48 21.     (N)    103 16 27.     (W)     SCALED    
 JJ0362* NAVD 88     -      1438.622  (meters)    4719.88   (feet)  ADJUSTED  
 JJ0362  ___________________________________________________________________
 JJ0362  GEOID HEIGHT-         -21.72  (meters)                     GEOID03
 JJ0362  DYNAMIC HT  -        1437.217 (meters)    4715.27  (feet)  COMP
 JJ0362  MODELED GRAV-     979,600.7   (mgal)                       NAVD 88
 JJ0362
 JJ0362  VERT ORDER  -  SECOND    CLASS 0
 JJ0362
 JJ0362.The horizontal coordinates were scaled from a topographic map and have
 JJ0362.an estimated accuracy of +/- 6 seconds.
 JJ0362
 JJ0362.The orthometric height was determined by differential leveling
 JJ0362.and adjusted by the National Geodetic Survey in June 1991..
 JJ0362
 JJ0362.The geoid height was determined by GEOID03.
 JJ0362
 JJ0362.The dynamic height is computed by dividing the NAVD 88
 JJ0362.geopotential number by the normal gravity value computed on the
 JJ0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0362.degrees latitude (g = 980.6199 gals.).
 JJ0362
 JJ0362.The modeled gravity was interpolated from observed gravity values.
 JJ0362
 JJ0362;                    North         East    Units  Estimated Accuracy
 JJ0362;SPC CO C     -   415,120.    1,107,710.      MT  (+/- 180 meters Scaled)
 JJ0362
 JJ0362                          SUPERSEDED SURVEY CONTROL
 JJ0362
 JJ0362  NGVD 29 (??/??/92) 1437.924  (m)         4717.59   (f) ADJ UNCH    2 0
 JJ0362
 JJ0362.Superseded values are not recommended for survey control.
 JJ0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0362.See file dsdata.txt to determine how the superseded data were derived.
 JJ0362
 JJ0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC498966(NAD 83)
 JJ0362_MARKER: DB = BENCH MARK DISK
 JJ0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0362_STAMPING: D 79 1935
 JJ0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0362+STABILITY: SURFACE MOTION
 JJ0362
 JJ0362  HISTORY     - Date     Condition        Report By
 JJ0362  HISTORY     - 1935     MONUMENTED       CGS
 JJ0362  HISTORY     - 1941     GOOD             NGS
 JJ0362  HISTORY     - 1974     GOOD             USGS
 JJ0362
 JJ0362                          STATION DESCRIPTION
 JJ0362
 JJ0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0362'9.9 MI S FROM BOYERO.
 JJ0362'TO REACH FROM THE POST OFFICE IN BOYERO--GO 1.0 MILE SOUTHERLY
 JJ0362'ALONG STATE HIGHWAY NO.63 TO THE INTERSECTION OF STATE HIGHWAY
 JJ0362'NO.94, THENCE CONTINUE 8.9 MILES SOUTHERLY ALONG STATE HIGHWAY
 JJ0362'NO.63 TO THE SITE OF BENCH MARK.  BENCH MARK IS 68.0 FEET NORTHWEST
 JJ0362'OF CENTER OF INTERSECTION OF TELEPHONE LINE, 59.0 FEET WEST OF AND
 JJ0362'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY.  IT IS
 JJ0362'31.0 FEET WEST OF FENCE CORNER, 25.0 FEET SOUTHWEST OF TELEPHONE
 JJ0362'POLE NO.3322, 2.0 FEET NORTHWEST OF A DEAD MAN TO TELEPHONE POLE
 JJ0362'GUY WIRE, 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST AND
 JJ0362'1.2 FEET NORTH OF SECTION LINE FENCE.  THE MONUMENT PROJECTS
 JJ0362'0.5 FOOT.
 JJ0362
 JJ0362                          STATION RECOVERY (1974)
 JJ0362
 JJ0362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0362'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0102 ***********************************************************************
 JL0102  DESIGNATION -  D 8
 JL0102  PID         -  JL0102
 JL0102  STATE/COUNTY-  CO/SAGUACHE
 JL0102  USGS QUAD   -  CHESTER (1967)
 JL0102
 JL0102                         *CURRENT SURVEY CONTROL
 JL0102  ___________________________________________________________________
 JL0102* NAD 83(1986)-  38 21 37.     (N)    106 19 03.     (W)     SCALED    
 JL0102* NAVD 88     -      2791.185  (meters)    9157.41   (feet)  POSTED    
 JL0102  ___________________________________________________________________
 JL0102  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 JL0102  DYNAMIC HT  -        2787.440 (meters)    9145.13  (feet)  COMP
 JL0102  MODELED GRAV-     979,187.3   (mgal)                       NAVD 88
 JL0102
 JL0102  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JL0102
 JL0102.The horizontal coordinates were scaled from a topographic map and have
 JL0102.an estimated accuracy of +/- 6 seconds.
 JL0102
 JL0102.The orthometric height was determined by differential leveling
 JL0102.and adjusted by the National Geodetic Survey in 1992..
 JL0102.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JL0102.rate of 0.0 thru 1.0 mm/km.
 JL0102
 JL0102.The geoid height was determined by GEOID03.
 JL0102
 JL0102.The dynamic height is computed by dividing the NAVD 88
 JL0102.geopotential number by the normal gravity value computed on the
 JL0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0102.degrees latitude (g = 980.6199 gals.).
 JL0102
 JL0102.The modeled gravity was interpolated from observed gravity values.
 JL0102
 JL0102;                    North         East    Units  Estimated Accuracy
 JL0102;SPC CO S     -   493,080.      842,950.      MT  (+/- 180 meters Scaled)
 JL0102
 JL0102                          SUPERSEDED SURVEY CONTROL
 JL0102
 JL0102  NGVD 29 (??/??/92) 2789.450  (m)         9151.72   (f) ADJ UNCH    1 2
 JL0102
 JL0102.Superseded values are not recommended for survey control.
 JL0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0102.See file dsdata.txt to determine how the superseded data were derived.
 JL0102
 JL0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC848466(NAD 83)
 JL0102_MARKER: DB = BENCH MARK DISK
 JL0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0102_STAMPING: 9151.720 D 8 1926
 JL0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0102+STABILITY: SURFACE MOTION
 JL0102
 JL0102  HISTORY     - Date     Condition        Report By
 JL0102  HISTORY     - 1926     MONUMENTED       CGS
 JL0102  HISTORY     - 1962     GOOD             USFS
 JL0102  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0102
 JL0102                          STATION DESCRIPTION
 JL0102
 JL0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 JL0102'7.1 MI E FROM SARGENTS.
 JL0102'7.1 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JL0102'THE STATION AT SARGENTS, SAGUACHE COUNTY, 600 FEET WEST OF MILEPOST
 JL0102'D-250, 29 FEET NORTH OF THE TRACK, 15 FEET EAST OF A POLE, IN LINE
 JL0102'WITH A ROW OF POLES, AND 2-1/2 FEET HIGHER THAN THE TRACK.  A STANDARD
 JL0102'DISK, STAMPED 9151.720 D 8 1926 AND SET IN THE TOP OF A CONCRETE POST
 JL0102'SLIGHTLY UNDERGROUND.
 JL0102
 JL0102                          STATION RECOVERY (1962)
 JL0102
 JL0102'RECOVERY NOTE BY US FOREST SERVICE 1962
 JL0102'RECOVERED IN GOOD CONDITION.
 JL0102
 JL0102                          STATION RECOVERY (1984)
 JL0102
 JL0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0102'THE RAILROAD TRACK IS NOW A TWO LANE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1009 ***********************************************************************
 KK1009  DESIGNATION -  D 8
 KK1009  PID         -  KK1009
 KK1009  STATE/COUNTY-  CO/GRAND
 KK1009  USGS QUAD   -  BERTHOUD PASS (1957)
 KK1009
 KK1009                         *CURRENT SURVEY CONTROL
 KK1009  ___________________________________________________________________
 KK1009* NAD 83(1986)-  39 49 13.     (N)    105 46 09.     (W)     SCALED    
 KK1009* NAVD 88     -      3241.594  (meters)   10635.13   (feet)  ADJUSTED  
 KK1009  ___________________________________________________________________
 KK1009  GEOID HEIGHT-         -12.35  (meters)                     GEOID03
 KK1009  DYNAMIC HT  -        3237.419 (meters)   10621.43  (feet)  COMP
 KK1009  MODELED GRAV-     979,219.3   (mgal)                       NAVD 88
 KK1009
 KK1009  VERT ORDER  -  FIRST     CLASS II
 KK1009
 KK1009.The horizontal coordinates were scaled from a topographic map and have
 KK1009.an estimated accuracy of +/- 6 seconds.
 KK1009
 KK1009.The orthometric height was determined by differential leveling
 KK1009.and adjusted by the National Geodetic Survey in June 1991..
 KK1009
 KK1009.The geoid height was determined by GEOID03.
 KK1009
 KK1009.The dynamic height is computed by dividing the NAVD 88
 KK1009.geopotential number by the normal gravity value computed on the
 KK1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1009.degrees latitude (g = 980.6199 gals.).
 KK1009
 KK1009.The modeled gravity was interpolated from observed gravity values.
 KK1009
 KK1009;                    North         East    Units  Estimated Accuracy
 KK1009;SPC CO N     -   358,900.      891,360.      MT  (+/- 180 meters Scaled)
 KK1009
 KK1009                          SUPERSEDED SURVEY CONTROL
 KK1009
 KK1009  NGVD 29 (??/??/92) 3239.816  (m)        10629.30   (f) ADJ UNCH    1 2
 KK1009
 KK1009.Superseded values are not recommended for survey control.
 KK1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1009.See file dsdata.txt to determine how the superseded data were derived.
 KK1009
 KK1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE341080(NAD 83)
 KK1009_MARKER: DD = SURVEY DISK
 KK1009_SETTING: 80 = SET IN A BOULDER
 KK1009_STAMPING: D 8 1924 COLO
 KK1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1009+STABILITY: SURFACE MOTION
 KK1009
 KK1009  HISTORY     - Date     Condition        Report By
 KK1009  HISTORY     - 1924     MONUMENTED       USGS
 KK1009  HISTORY     - 1954     GOOD             NGS
 KK1009
 KK1009                          STATION DESCRIPTION
 KK1009
 KK1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1009'8 MI S FROM WEST PORTAL.
 KK1009'7.95 MILES SOUTH ALONG U.S. HIGHWAY 40 FROM THE WEST PORTAL OF THE
 KK1009'MOFFAT TUNNEL AT WEST PORTAL, 105 FEET WEST OF THE CENTER LINE OF
 KK1009'THE HIGHWAY, 24 FEET NORTHWEST OF THE NORTHWEST END OF A STONE
 KK1009'CULVERT, 8 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF
 KK1009'A 4X4 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0468 ***********************************************************************
 JJ0468  DESIGNATION -  D 83
 JJ0468  PID         -  JJ0468
 JJ0468  STATE/COUNTY-  CO/KIOWA
 JJ0468  USGS QUAD   -  HASWELL (1974)
 JJ0468
 JJ0468                         *CURRENT SURVEY CONTROL
 JJ0468  ___________________________________________________________________
 JJ0468* NAD 83(1986)-  38 27 49.     (N)    103 08 11.     (W)     SCALED    
 JJ0468* NAVD 88     -      1378.885  (meters)    4523.89   (feet)  ADJUSTED  
 JJ0468  ___________________________________________________________________
 JJ0468  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 JJ0468  DYNAMIC HT  -        1377.526 (meters)    4519.43  (feet)  COMP
 JJ0468  MODELED GRAV-     979,594.9   (mgal)                       NAVD 88
 JJ0468
 JJ0468  VERT ORDER  -  SECOND    CLASS 0
 JJ0468
 JJ0468.The horizontal coordinates were scaled from a topographic map and have
 JJ0468.an estimated accuracy of +/- 6 seconds.
 JJ0468
 JJ0468.The orthometric height was determined by differential leveling
 JJ0468.and adjusted by the National Geodetic Survey in June 1991..
 JJ0468
 JJ0468.The geoid height was determined by GEOID03.
 JJ0468
 JJ0468.The dynamic height is computed by dividing the NAVD 88
 JJ0468.geopotential number by the normal gravity value computed on the
 JJ0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0468.degrees latitude (g = 980.6199 gals.).
 JJ0468
 JJ0468.The modeled gravity was interpolated from observed gravity values.
 JJ0468
 JJ0468;                    North         East    Units  Estimated Accuracy
 JJ0468;SPC CO S     -   506,850.    1,120,670.      MT  (+/- 180 meters Scaled)
 JJ0468
 JJ0468                          SUPERSEDED SURVEY CONTROL
 JJ0468
 JJ0468  NGVD 29 (??/??/92) 1378.238  (m)         4521.77   (f) ADJ UNCH    2 0
 JJ0468
 JJ0468.Superseded values are not recommended for survey control.
 JJ0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0468.See file dsdata.txt to determine how the superseded data were derived.
 JJ0468
 JJ0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC625589(NAD 83)
 JJ0468_MARKER: DB = BENCH MARK DISK
 JJ0468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0468_STAMPING: D 83 1935
 JJ0468_MARK LOGO: CGS   
 JJ0468_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JJ0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0468+STABILITY: SURFACE MOTION
 JJ0468
 JJ0468  HISTORY     - Date     Condition        Report By
 JJ0468  HISTORY     - 1935     MONUMENTED       CGS
 JJ0468  HISTORY     - 1941     GOOD             NGS
 JJ0468  HISTORY     - 19951115 GOOD             CODOT
 JJ0468
 JJ0468                          STATION DESCRIPTION
 JJ0468
 JJ0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0468'20.4 MI W FROM EADS.
 JJ0468'20.4 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 JJ0468'AT EADS, KIOWA COUNTY, 0.6 MILE EAST OF A WATER TANK, 50 FEET EAST
 JJ0468'OF A ROAD CROSSING, 45 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 JJ0468'12 FEET EAST OF A FENCE CORNER, AND ABOUT 2 FEET LOWER THAN THE
 JJ0468'TRACK.  A STANDARD DISK, STAMPED D 83 1935 AND SET IN THE TOP OF
 JJ0468'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 JJ0468
 JJ0468                          STATION RECOVERY (1995)
 JJ0468
 JJ0468'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (PGG)
 JJ0468'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0018 ***********************************************************************
 JJ0018  DESIGNATION -  D 84
 JJ0018  PID         -  JJ0018
 JJ0018  STATE/COUNTY-  CO/LINCOLN
 JJ0018  USGS QUAD   -  STANLEY GULCH (1975)
 JJ0018
 JJ0018                         *CURRENT SURVEY CONTROL
 JJ0018  ___________________________________________________________________
 JJ0018* NAD 83(1986)-  38 51 01.     (N)    103 32 02.     (W)     SCALED    
 JJ0018* NAVD 88     -      1532.620  (meters)    5028.27   (feet)  ADJUSTED  
 JJ0018  ___________________________________________________________________
 JJ0018  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 JJ0018  DYNAMIC HT  -        1531.106 (meters)    5023.30  (feet)  COMP
 JJ0018  MODELED GRAV-     979,586.0   (mgal)                       NAVD 88
 JJ0018
 JJ0018  VERT ORDER  -  SECOND    CLASS 0
 JJ0018
 JJ0018.The horizontal coordinates were scaled from a topographic map and have
 JJ0018.an estimated accuracy of +/- 6 seconds.
 JJ0018
 JJ0018.The orthometric height was determined by differential leveling
 JJ0018.and adjusted by the National Geodetic Survey in June 1991..
 JJ0018
 JJ0018.The geoid height was determined by GEOID03.
 JJ0018
 JJ0018.The dynamic height is computed by dividing the NAVD 88
 JJ0018.geopotential number by the normal gravity value computed on the
 JJ0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0018.degrees latitude (g = 980.6199 gals.).
 JJ0018
 JJ0018.The modeled gravity was interpolated from observed gravity values.
 JJ0018
 JJ0018;                    North         East    Units  Estimated Accuracy
 JJ0018;SPC CO C     -   419,540.    1,085,060.      MT  (+/- 180 meters Scaled)
 JJ0018
 JJ0018                          SUPERSEDED SURVEY CONTROL
 JJ0018
 JJ0018  NGVD 29 (??/??/92) 1531.862  (m)         5025.78   (f) ADJ UNCH    2 0
 JJ0018
 JJ0018.Superseded values are not recommended for survey control.
 JJ0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0018.See file dsdata.txt to determine how the superseded data were derived.
 JJ0018
 JJ0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD272011(NAD 83)
 JJ0018_MARKER: DB = BENCH MARK DISK
 JJ0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0018_STAMPING: D 84 1934
 JJ0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0018+STABILITY: SURFACE MOTION
 JJ0018
 JJ0018  HISTORY     - Date     Condition        Report By
 JJ0018  HISTORY     - 1934     MONUMENTED       CGS
 JJ0018  HISTORY     - 1935     GOOD             NGS
 JJ0018  HISTORY     - 1974     GOOD             USGS
 JJ0018
 JJ0018                          STATION DESCRIPTION
 JJ0018
 JJ0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JJ0018'20.3 MI W FROM BOYERO.
 JJ0018'20.3 MILES WEST ALONG STATE HIGHWAY 94 FROM A CROSSING OF THE
 JJ0018'UNION PACIFIC RAILROAD AT BOYERO, 0.3 MILE EAST OF A BRIDGE,
 JJ0018'AT THE JUNCTION OF A ROAD LEADING SOUTH TO KARVAL, 55 FEET SOUTH OF
 JJ0018'THE CENTERLINE OF THE HIGHWAY, 32 FEET WEST OF THE CENTERLINE OF
 JJ0018'THE ROAD, AND 2 FEET EAST OF A FENCE.  A STANDARD DISK, STAMPED
 JJ0018'D 84 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JJ0018
 JJ0018                          STATION RECOVERY (1974)
 JJ0018
 JJ0018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0138 ***********************************************************************
 HJ0138  CBN         -  This is a Cooperative Base Network Control Station.
 HJ0138  DESIGNATION -  D 85
 HJ0138  PID         -  HJ0138
 HJ0138  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0138  USGS QUAD   -  TREMENTINA CANYON (1972)
 HJ0138
 HJ0138                         *CURRENT SURVEY CONTROL
 HJ0138  ___________________________________________________________________
 HJ0138* NAD 83(1992)-  37 07 55.92061(N)    103 53 08.42619(W)     ADJUSTED  
 HJ0138* NAVD 88     -      1778.641  (meters)    5835.42   (feet)  ADJUSTED  
 HJ0138  ___________________________________________________________________
 HJ0138  X           -  -1,222,137.842 (meters)                     COMP
 HJ0138  Y           -  -4,943,730.379 (meters)                     COMP
 HJ0138  Z           -   3,830,161.935 (meters)                     COMP
 HJ0138  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 HJ0138  ELLIP HEIGHT-        1759.03  (meters)          (10/21/02) GPS OBS
 HJ0138  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 HJ0138  DYNAMIC HT  -        1776.544 (meters)    5828.54  (feet)  COMP
 HJ0138  MODELED GRAV-     979,388.3   (mgal)                       NAVD 88
 HJ0138
 HJ0138  HORZ ORDER  -  B
 HJ0138  VERT ORDER  -  SECOND    CLASS 0
 HJ0138  ELLP ORDER  -  FOURTH    CLASS II
 HJ0138
 HJ0138.The horizontal coordinates were established by GPS observations
 HJ0138.and adjusted by the National Geodetic Survey in May 1992..
 HJ0138
 HJ0138.The orthometric height was determined by differential leveling
 HJ0138.and adjusted by the National Geodetic Survey in June 1991..
 HJ0138
 HJ0138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HJ0138
 HJ0138.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0138
 HJ0138.The ellipsoidal height was determined by GPS observations
 HJ0138.and is referenced to NAD 83.
 HJ0138
 HJ0138.The geoid height was determined by GEOID03.
 HJ0138
 HJ0138.The dynamic height is computed by dividing the NAVD 88
 HJ0138.geopotential number by the normal gravity value computed on the
 HJ0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0138.degrees latitude (g = 980.6199 gals.).
 HJ0138
 HJ0138.The modeled gravity was interpolated from observed gravity values.
 HJ0138
 HJ0138;                    North         East     Units Scale Factor Converg.
 HJ0138;SPC CO S     -   357,707.188 1,057,842.249   MT  1.00001990   +0 59 24.7
 HJ0138;SPC CO S     - 1,173,577.67  3,470,604.11   sFT  1.00001990   +0 59 24.7
 HJ0138;UTM  13      - 4,110,118.987   598,978.143   MT  0.99972068   +0 40 21.8
 HJ0138
 HJ0138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0138!SPC CO S     -   0.99972403  x   1.00001990  =   0.99974393
 HJ0138!UTM  13      -   0.99972403  x   0.99972068  =   0.99944479
 HJ0138
 HJ0138                          SUPERSEDED SURVEY CONTROL
 HJ0138
 HJ0138  ELLIP H (12/21/93) 1759.04   (m)                       GP(       ) 4 1
 HJ0138  NAD 83(1986)-  37 07 55.91661(N)    103 53 08.40590(W) AD(       ) 1
 HJ0138  NAD 27      -  37 07 55.86130(N)    103 53 06.54322(W) AD(       ) 1
 HJ0138  NAVD 88 (05/26/92) 1778.64   (m)         5835.4    (f) LEVELING    3  
 HJ0138  NGVD 29 (??/??/92) 1777.704  (m)         5832.35   (f) ADJ UNCH    2 0
 HJ0138
 HJ0138.Superseded values are not recommended for survey control.
 HJ0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0138.See file dsdata.txt to determine how the superseded data were derived.
 HJ0138
 HJ0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB9897810119(NAD 83)
 HJ0138_MARKER: DB = BENCH MARK DISK
 HJ0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0138_SP_SET: CONCRETE POST
 HJ0138_STAMPING: D 85 1935
 HJ0138_MARK LOGO: CGS   
 HJ0138_MAGNETIC: N = NO MAGNETIC MATERIAL
 HJ0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0138+STABILITY: SURFACE MOTION
 HJ0138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HJ0138+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1991
 HJ0138
 HJ0138  HISTORY     - Date     Condition        Report By
 HJ0138  HISTORY     - 1935     MONUMENTED       CGS
 HJ0138  HISTORY     - 1971     GOOD             USGS
 HJ0138  HISTORY     - 19860606 GOOD
 HJ0138  HISTORY     - 19880519 GOOD             NGS
 HJ0138  HISTORY     - 19910415 GOOD             NGS
 HJ0138
 HJ0138                          STATION DESCRIPTION
 HJ0138
 HJ0138'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HJ0138'7.7 MI N FROM BRANSON.
 HJ0138'ABOUT 7.7 MILES NORTH ALONG COLORADO STATE HIGHWAY 389 FROM THE
 HJ0138'POSTOFFICE AT BRANSON, 33 FT. WEST OF CENTERLINE OF THE HIGHWAY.
 HJ0138'A STANDARD DISK STAMPED D 85 1935 AND SET IN THE TOP OF A CONCRETE
 HJ0138'POST.
 HJ0138
 HJ0138                          STATION RECOVERY (1986)
 HJ0138
 HJ0138'RECOVERED 1986
 HJ0138'RECOVERED IN GOOD CONDITION.
 HJ0138
 HJ0138                          STATION RECOVERY (1988)
 HJ0138
 HJ0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 HJ0138'THE STATION IS LOCATED ABOUT 16.0 KM (9.95 MI) NORTH OF THE COLORADO -
 HJ0138'NEW MEXICO STATE LINE, 12.7 KM (7.90 MI) NORTH OF BRANSON, 4.3 KM
 HJ0138'(2.65 MI) SOUTH OF THE JUNCTION STATE HIGHWAYS 160 AND 389.
 HJ0138'TO REACH THE STATION FROM THE POST OFFICE IN BRANSON, GO NORTH ON
 HJ0138'STATE HIGHWAY 389 FOR 12.71 KM (7.90 MI)  TO THE STATION ON THE LEFT,
 HJ0138'JUST WEST OF A FENCE.  OWNERSHIP -- UNKNOWN.
 HJ0138'THE STATION IS A STANDRAD CGS DISK STAMPED---D 85 1935---, SET IN THE
 HJ0138'TOP OF A SQUARE CONCRETE MONUMENT 22 CM IN DIAMETER, PROJECTING 23 CM
 HJ0138'ABOVE THE GROUND.  LOCATED 45.6 M (149.6 FT) SOUTHEAST OF A UTILITY
 HJ0138'POLE, 9.8 M (32.2 FT) WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF
 HJ0138'HIGHWAY 389, 1.4 M (4.6 FT) WEST OF A CARSONITE WITNESS POST, AND 1.2
 HJ0138'M (3.9 FT) WEST-SOUTHWEST OF A BARBED WIRE FENCE LINE.
 HJ0138'NEW MEXICO FAA, FEBRUARY 1988.
 HJ0138'DESCRIBED BY STEPHEN E. RANDALL.
 HJ0138
 HJ0138                          STATION RECOVERY (1991)
 HJ0138
 HJ0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HJ0138'STATION IS LOCATED ABOUT 55 KM (34.2 MI) EAST OF TRINIDAD, 14 KM
 HJ0138'(8.7 MI) NORTH OF BRANSON, 4 KM (2.5 MI) SOUTH OF WALTS CORNER
 HJ0138'(JUNCTION OF US HIGHWAY 160 AND STATE HIGHWAY 389), ALONG HIGHWAY
 HJ0138'389, AT MILE 10.1, IN A PASTURE, IN THE NORTHEAST CORNER OF SECTION
 HJ0138'34, T 33 S, R 58 W.  OWNERSHIP--WALDROUP RANCH, INC, BRANSON, CO
 HJ0138'81027.
 HJ0138'NOTE--IT IS NECESSARY TO PARK IN ROAD SO APPROPRIATE WARNING EQUIPMENT
 HJ0138'IS NEEDED.
 HJ0138'TO REACH FROM THE VEE FORMED BY HIGHWAY 389 SPLITTING TO JOIN HIGHWAY
 HJ0138'160, ABOUT 0.1 KM (0.1 MI) SOUTH OF HIGHWAY 160, GO SOUTH ON HIGHWAY
 HJ0138'389 FOR 3.39 KM (2.11 MI) TO A TRACK ROAD LEFT LEADING TO A WINDMILL.
 HJ0138'CONTINUE AHEAD FOR 0.64 KM (0.40 MI) TO THE STATION ON THE RIGHT.
 HJ0138'STATION MARK IS SET IN THE TOP OF A 20-CM SQUARE CONCRETE POST
 HJ0138'PROJECTING 15 CM.  IT IS 9.9 M (32.5 FT) WEST OF, AND 1 M (3.3 FT)
 HJ0138'LOWER THAN THE HIGHWAY CENTER, 1.3 M (4.3 FT) WEST OF A FIBERGLASS
 HJ0138'WITNESS POST IN THE RIGHT-OF-WAY FENCE, AND 161 M (528.2 FT) NORTH OF
 HJ0138'MILEPOST 10 (MEASURED ALONG THE ROAD).
 HJ0138'DESCRIBED BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0129 ***********************************************************************
 HJ0129  DESIGNATION -  D 86
 HJ0129  PID         -  HJ0129
 HJ0129  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0129  USGS QUAD   -  ANDRIX (1978)
 HJ0129
 HJ0129                         *CURRENT SURVEY CONTROL
 HJ0129  ___________________________________________________________________
 HJ0129* NAD 83(1986)-  37 16 45.     (N)    103 11 29.     (W)     SCALED    
 HJ0129* NAVD 88     -      1642.980  (meters)    5390.34   (feet)  ADJUSTED  
 HJ0129  ___________________________________________________________________
 HJ0129  GEOID HEIGHT-         -21.46  (meters)                     GEOID03
 HJ0129  DYNAMIC HT  -        1641.130 (meters)    5384.27  (feet)  COMP
 HJ0129  MODELED GRAV-     979,445.6   (mgal)                       NAVD 88
 HJ0129
 HJ0129  VERT ORDER  -  SECOND    CLASS 0
 HJ0129
 HJ0129.The horizontal coordinates were scaled from a topographic map and have
 HJ0129.an estimated accuracy of +/- 6 seconds.
 HJ0129
 HJ0129.The orthometric height was determined by differential leveling
 HJ0129.and adjusted by the National Geodetic Survey in June 1991..
 HJ0129
 HJ0129.The geoid height was determined by GEOID03.
 HJ0129
 HJ0129.The dynamic height is computed by dividing the NAVD 88
 HJ0129.geopotential number by the normal gravity value computed on the
 HJ0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0129.degrees latitude (g = 980.6199 gals.).
 HJ0129
 HJ0129.The modeled gravity was interpolated from observed gravity values.
 HJ0129
 HJ0129;                    North         East    Units  Estimated Accuracy
 HJ0129;SPC CO S     -   375,310.    1,119,120.      MT  (+/- 180 meters Scaled)
 HJ0129
 HJ0129                          SUPERSEDED SURVEY CONTROL
 HJ0129
 HJ0129  NGVD 29 (??/??/92) 1642.171  (m)         5387.69   (f) ADJ UNCH    2 0
 HJ0129
 HJ0129.Superseded values are not recommended for survey control.
 HJ0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0129.See file dsdata.txt to determine how the superseded data were derived.
 HJ0129
 HJ0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB603273(NAD 83)
 HJ0129_MARKER: DB = BENCH MARK DISK
 HJ0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0129_STAMPING: D 86 1935
 HJ0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0129+STABILITY: SURFACE MOTION
 HJ0129
 HJ0129  HISTORY     - Date     Condition        Report By
 HJ0129  HISTORY     - 1935     MONUMENTED       CGS
 HJ0129  HISTORY     - 1985     GOOD             NGS
 HJ0129
 HJ0129                          STATION DESCRIPTION
 HJ0129
 HJ0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HJ0129'11.7 MI NE FROM KIM.
 HJ0129'ABOUT 11.7 MILES NORTHEAST ALONG U.S. HIGHWAY 160 FROM KIM, LAS
 HJ0129'ANIMAS COUNTY, AT ANDRIX, AT THE NORTHEAST CORNER OF A SCHOOLYARD,
 HJ0129'ABOUT 53 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT
 HJ0129'WEST OF A POINT 3 FEET SOUTH OF A FENCE CORNER.  A STANDARD DISK,
 HJ0129'STAMPED D 86 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HJ0129
 HJ0129                          STATION RECOVERY (1985)
 HJ0129
 HJ0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HJ0129'A NEW DESC: ABOUT 18.8 KM (11.7 MI) NORTHEAST ALONG U.S. HIGHWAY 160
 HJ0129'FROM KIM, LAS ANIMAS COUNTY, AT ANDRIX, AT THE NORTHEAST CORNER OF AN
 HJ0129'ABANDONED SCHOOLYARD, 16.2 M (53 FT) SOUTH OF THE CENTER LINE OF THE
 HJ0129'HIGHWAY, 0.9 M (3 FT) NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0004 ***********************************************************************
 HJ0004  DESIGNATION -  D 87
 HJ0004  PID         -  HJ0004
 HJ0004  STATE/COUNTY-  CO/BACA
 HJ0004  USGS QUAD   -  VILAS NORTH (1978)
 HJ0004
 HJ0004                         *CURRENT SURVEY CONTROL
 HJ0004  ___________________________________________________________________
 HJ0004* NAD 83(1986)-  37 22 50.     (N)    102 26 50.     (W)     SCALED    
 HJ0004* NAVD 88     -      1267.899  (meters)    4159.77   (feet)  POSTED    
 HJ0004  ___________________________________________________________________
 HJ0004  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 HJ0004  DYNAMIC HT  -        1266.580 (meters)    4155.44  (feet)  COMP
 HJ0004  MODELED GRAV-     979,542.3   (mgal)                       NAVD 88
 HJ0004
 HJ0004  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 HJ0004
 HJ0004.The horizontal coordinates were scaled from a topographic map and have
 HJ0004.an estimated accuracy of +/- 6 seconds.
 HJ0004
 HJ0004.The orthometric height was determined by differential leveling
 HJ0004.and adjusted by the National Geodetic Survey in 1992..
 HJ0004.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 HJ0004.rate of 3.1 thru 4.0 mm/km.
 HJ0004
 HJ0004.The geoid height was determined by GEOID03.
 HJ0004
 HJ0004.The dynamic height is computed by dividing the NAVD 88
 HJ0004.geopotential number by the normal gravity value computed on the
 HJ0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0004.degrees latitude (g = 980.6199 gals.).
 HJ0004
 HJ0004.The modeled gravity was interpolated from observed gravity values.
 HJ0004
 HJ0004;                    North         East    Units  Estimated Accuracy
 HJ0004;SPC CO S     -   388,450.    1,184,720.      MT  (+/- 180 meters Scaled)
 HJ0004
 HJ0004                          SUPERSEDED SURVEY CONTROL
 HJ0004
 HJ0004  NGVD 29 (??/??/92) 1267.335  (m)         4157.91   (f) ADJ UNCH    2 0
 HJ0004
 HJ0004.Superseded values are not recommended for survey control.
 HJ0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0004.See file dsdata.txt to determine how the superseded data were derived.
 HJ0004
 HJ0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB260401(NAD 83)
 HJ0004_MARKER: DB = BENCH MARK DISK
 HJ0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0004_STAMPING: D 87 1935
 HJ0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0004+STABILITY: SURFACE MOTION
 HJ0004
 HJ0004  HISTORY     - Date     Condition        Report By
 HJ0004  HISTORY     - 1935     MONUMENTED       CGS
 HJ0004  HISTORY     - 1941     GOOD             NGS
 HJ0004
 HJ0004                          STATION DESCRIPTION
 HJ0004
 HJ0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 HJ0004'AT VILAS.
 HJ0004'BENCH MARK IS ABOUT 0.1 MILE EAST OF STATION SIGN VILAS ALONG THE
 HJ0004'ATCHISON TOPEKA AND SANTA FE R. R., AT MILE POST 86 AND A ROAD
 HJ0004'CROSSING, 87.0 FEET NORTH OF ABOUT THE SAME ELEVATION AS THE
 HJ0004'RAILROAD TRACK, 36.0 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH
 HJ0004'GRAVELED ROAD, 6.0 FEET SOUTHWEST OF THE RIGHT OF WAY FENCE CORNER,
 HJ0004'2.0 FEET WEST OF NORTH-SOUTH FENCE, AND 1.0 FOOT EAST OF A 4 X 4 INCH
 HJ0004'WOODEN MARKER POST.  A STANDARD DISK SET IN CONCRETE POST 2.0 BELOW
 HJ0004'THE SURFACE OF BLOW SAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0038 ***********************************************************************
 HJ0038  DESIGNATION -  D 88
 HJ0038  PID         -  HJ0038
 HJ0038  STATE/COUNTY-  CO/BACA
 HJ0038  USGS QUAD   -  WALSH SE (1978)
 HJ0038
 HJ0038                         *CURRENT SURVEY CONTROL
 HJ0038  ___________________________________________________________________
 HJ0038* NAD 83(1986)-  37 17 41.     (N)    102 15 33.     (W)     SCALED    
 HJ0038* NAVD 88     -      1187.076  (meters)    3894.60   (feet)  ADJUSTED  
 HJ0038  ___________________________________________________________________
 HJ0038  GEOID HEIGHT-         -23.87  (meters)                     GEOID03
 HJ0038  DYNAMIC HT  -        1185.853 (meters)    3890.59  (feet)  COMP
 HJ0038  MODELED GRAV-     979,559.8   (mgal)                       NAVD 88
 HJ0038
 HJ0038  VERT ORDER  -  SECOND    CLASS 0
 HJ0038
 HJ0038.The horizontal coordinates were scaled from a topographic map and have
 HJ0038.an estimated accuracy of +/- 6 seconds.
 HJ0038
 HJ0038.The orthometric height was determined by differential leveling
 HJ0038.and adjusted by the National Geodetic Survey in June 1991..
 HJ0038
 HJ0038.The geoid height was determined by GEOID03.
 HJ0038
 HJ0038.The dynamic height is computed by dividing the NAVD 88
 HJ0038.geopotential number by the normal gravity value computed on the
 HJ0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0038.degrees latitude (g = 980.6199 gals.).
 HJ0038
 HJ0038.The modeled gravity was interpolated from observed gravity values.
 HJ0038
 HJ0038;                    North         East    Units  Estimated Accuracy
 HJ0038;SPC CO S     -   379,490.    1,201,700.      MT  (+/- 180 meters Scaled)
 HJ0038
 HJ0038                          SUPERSEDED SURVEY CONTROL
 HJ0038
 HJ0038  NGVD 29 (??/??/92) 1186.603  (m)         3893.05   (f) ADJ UNCH    2 0
 HJ0038
 HJ0038.Superseded values are not recommended for survey control.
 HJ0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0038.See file dsdata.txt to determine how the superseded data were derived.
 HJ0038
 HJ0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB429310(NAD 83)
 HJ0038_MARKER: DB = BENCH MARK DISK
 HJ0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0038_STAMPING: D 88 1935
 HJ0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0038+STABILITY: SURFACE MOTION
 HJ0038
 HJ0038  HISTORY     - Date     Condition        Report By
 HJ0038  HISTORY     - 1935     MONUMENTED       CGS
 HJ0038  HISTORY     - 1973     MARK NOT FOUND   NGS
 HJ0038
 HJ0038                          STATION DESCRIPTION
 HJ0038
 HJ0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HJ0038'4.1 MI W FROM STONINGTON.
 HJ0038'4.1 MILE WEST ALONG STATE HIGHWAY 51 FROM STONINGTON, ABOUT 24 FT.
 HJ0038'W. OF THE CENTER LINE OF A T ROAD TO THE N., ABOUT 40 FT. N. OF THE
 HJ0038'CENTER LINE OF THE HWY. AND 1 1/2 FT. E. OF A FENCE CORNER.
 HJ0038
 HJ0038                          STATION RECOVERY (1973)
 HJ0038
 HJ0038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HJ0038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0113 ***********************************************************************
 HJ0113  DESIGNATION -  D 89
 HJ0113  PID         -  HJ0113
 HJ0113  STATE/COUNTY-  CO/BENT
 HJ0113  USGS QUAD   -  TOONERVILLE (1966)
 HJ0113
 HJ0113                         *CURRENT SURVEY CONTROL
 HJ0113  ___________________________________________________________________
 HJ0113* NAD 83(1986)-  37 51 07.     (N)    103 11 56.     (W)     SCALED    
 HJ0113* NAVD 88     -      1269.104  (meters)    4163.72   (feet)  ADJUSTED  
 HJ0113  ___________________________________________________________________
 HJ0113  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 HJ0113  DYNAMIC HT  -        1267.829 (meters)    4159.54  (feet)  COMP
 HJ0113  MODELED GRAV-     979,580.9   (mgal)                       NAVD 88
 HJ0113
 HJ0113  VERT ORDER  -  SECOND    CLASS 0
 HJ0113
 HJ0113.The horizontal coordinates were scaled from a topographic map and have
 HJ0113.an estimated accuracy of +/- 6 seconds.
 HJ0113
 HJ0113.The orthometric height was determined by differential leveling
 HJ0113.and adjusted by the National Geodetic Survey in June 1991..
 HJ0113
 HJ0113.The geoid height was determined by GEOID03.
 HJ0113
 HJ0113.The dynamic height is computed by dividing the NAVD 88
 HJ0113.geopotential number by the normal gravity value computed on the
 HJ0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0113.degrees latitude (g = 980.6199 gals.).
 HJ0113
 HJ0113.The modeled gravity was interpolated from observed gravity values.
 HJ0113
 HJ0113;                    North         East    Units  Estimated Accuracy
 HJ0113;SPC CO S     -   438,840.    1,116,890.      MT  (+/- 180 meters Scaled)
 HJ0113
 HJ0113                          SUPERSEDED SURVEY CONTROL
 HJ0113
 HJ0113  NGVD 29 (??/??/92) 1268.471  (m)         4161.64   (f) ADJ UNCH    2 0
 HJ0113
 HJ0113.Superseded values are not recommended for survey control.
 HJ0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0113.See file dsdata.txt to determine how the superseded data were derived.
 HJ0113
 HJ0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB584909(NAD 83)
 HJ0113_MARKER: DB = BENCH MARK DISK
 HJ0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0113_STAMPING: D 89 1935
 HJ0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0113+STABILITY: SURFACE MOTION
 HJ0113
 HJ0113  HISTORY     - Date     Condition        Report By
 HJ0113  HISTORY     - 1935     MONUMENTED       CGS
 HJ0113  HISTORY     - 1965     GOOD             USGS
 HJ0113
 HJ0113                          STATION DESCRIPTION
 HJ0113
 HJ0113'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 HJ0113'5.9 MI N FROM TOONERVILLE.
 HJ0113'TOONERVILLE, 5.9 MILES NORTH ALONG STATE HIGHWAY 101 FROM, 7 FT. N
 HJ0113'AND 47 FT. W OF A TRACK ROAD EAST.  A STANDARD DISK STAMPED D 89
 HJ0113'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0295 ***********************************************************************
 JL0295  DESIGNATION -  D 9
 JL0295  PID         -  JL0295
 JL0295  STATE/COUNTY-  CO/GUNNISON
 JL0295  USGS QUAD   -  BIG MESA (1982)
 JL0295
 JL0295                         *CURRENT SURVEY CONTROL
 JL0295  ___________________________________________________________________
 JL0295* NAD 83(1986)-  38 29 09.     (N)    107 02 43.     (W)     SCALED    
 JL0295* NAVD 88     -      2286.544  (meters)    7501.77   (feet)  POSTED    
 JL0295  ___________________________________________________________________
 JL0295  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 JL0295  DYNAMIC HT  -        2283.770 (meters)    7492.67  (feet)  COMP
 JL0295  MODELED GRAV-     979,334.0   (mgal)                       NAVD 88
 JL0295
 JL0295  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JL0295
 JL0295.The horizontal coordinates were scaled from a topographic map and have
 JL0295.an estimated accuracy of +/- 6 seconds.
 JL0295
 JL0295.The orthometric height was determined by differential leveling
 JL0295.and adjusted by the National Geodetic Survey in 1992..
 JL0295.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JL0295.rate of 0.0 thru 1.0 mm/km.
 JL0295
 JL0295.The geoid height was determined by GEOID03.
 JL0295
 JL0295.The dynamic height is computed by dividing the NAVD 88
 JL0295.geopotential number by the normal gravity value computed on the
 JL0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0295.degrees latitude (g = 980.6199 gals.).
 JL0295
 JL0295.The modeled gravity was interpolated from observed gravity values.
 JL0295
 JL0295;                    North         East    Units  Estimated Accuracy
 JL0295;SPC CO C     -   378,380.      779,580.      MT  (+/- 180 meters Scaled)
 JL0295
 JL0295                          SUPERSEDED SURVEY CONTROL
 JL0295
 JL0295  NGVD 29 (??/??/92) 2285.048  (m)         7496.86   (f) ADJ UNCH    1 2
 JL0295
 JL0295.Superseded values are not recommended for survey control.
 JL0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0295.See file dsdata.txt to determine how the superseded data were derived.
 JL0295
 JL0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC216617(NAD 83)
 JL0295_MARKER: DB = BENCH MARK DISK
 JL0295_SETTING: 66 = SET IN ROCK OUTCROP
 JL0295_SP_SET: GRANITE ROCK
 JL0295_STAMPING: 7496.862 D 9 1926
 JL0295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0295+STABILITY: POSITION/ELEVATION WELL
 JL0295
 JL0295  HISTORY     - Date     Condition        Report By
 JL0295  HISTORY     - 1926     MONUMENTED       CGS
 JL0295  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0295
 JL0295                          STATION DESCRIPTION
 JL0295
 JL0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 JL0295'7.7 MI SW FROM GUNNISON.
 JL0295'7.7 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0295'FROM THE STATION AT GUNNISON, GUNNISON COUNTY, 120 FEET SOUTHWEST OF
 JL0295'MILEPOST D-296, 70 FEET SOUTHEAST OF THE TRACK, ABOUT 2-1/2 FEET
 JL0295'HIGHER THAN THE TRACK, AND IN GRANITE ROCK PROJECTING 2 FEET ABOVE
 JL0295'GROUND.  A STANDARD DISK, STAMPED 7496.862 D 9 1926.
 JL0295
 JL0295                          STATION RECOVERY (1984)
 JL0295
 JL0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0295'THIS LOCATION IS NOW THE BLUE MESA RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0051 ***********************************************************************
 JJ0051  DESIGNATION -  D 90
 JJ0051  PID         -  JJ0051
 JJ0051  STATE/COUNTY-  CO/CHEYENNE
 JJ0051  USGS QUAD   -  CHEYENNE WELLS (1982)
 JJ0051
 JJ0051                         *CURRENT SURVEY CONTROL
 JJ0051  ___________________________________________________________________
 JJ0051* NAD 83(1986)-  38 46 45.     (N)    102 19 56.     (W)     SCALED    
 JJ0051* NAVD 88     -      1279.136  (meters)    4196.63   (feet)  ADJUSTED  
 JJ0051  ___________________________________________________________________
 JJ0051  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 JJ0051  DYNAMIC HT  -        1277.966 (meters)    4192.79  (feet)  COMP
 JJ0051  MODELED GRAV-     979,668.8   (mgal)                       NAVD 88
 JJ0051
 JJ0051  VERT ORDER  -  SECOND    CLASS 0
 JJ0051
 JJ0051.The horizontal coordinates were scaled from a topographic map and have
 JJ0051.an estimated accuracy of +/- 6 seconds.
 JJ0051
 JJ0051.The orthometric height was determined by differential leveling
 JJ0051.and adjusted by the National Geodetic Survey in June 1991..
 JJ0051
 JJ0051.The geoid height was determined by GEOID03.
 JJ0051
 JJ0051.The dynamic height is computed by dividing the NAVD 88
 JJ0051.geopotential number by the normal gravity value computed on the
 JJ0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0051.degrees latitude (g = 980.6199 gals.).
 JJ0051
 JJ0051.The modeled gravity was interpolated from observed gravity values.
 JJ0051
 JJ0051;                    North         East    Units  Estimated Accuracy
 JJ0051;SPC CO C     -   414,590.    1,189,600.      MT  (+/- 180 meters Scaled)
 JJ0051
 JJ0051                          SUPERSEDED SURVEY CONTROL
 JJ0051
 JJ0051  NGVD 29 (??/??/92) 1278.623  (m)         4194.95   (f) ADJ UNCH    2 0
 JJ0051
 JJ0051.Superseded values are not recommended for survey control.
 JJ0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0051.See file dsdata.txt to determine how the superseded data were derived.
 JJ0051
 JJ0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC317956(NAD 83)
 JJ0051_MARKER: DB = BENCH MARK DISK
 JJ0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0051_STAMPING: D 90 1935
 JJ0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0051+STABILITY: SURFACE MOTION
 JJ0051
 JJ0051  HISTORY     - Date     Condition        Report By
 JJ0051  HISTORY     - 1935     MONUMENTED       CGS
 JJ0051  HISTORY     - 1941     GOOD             NGS
 JJ0051  HISTORY     - 1975     MARK NOT FOUND   USGS
 JJ0051
 JJ0051                          STATION DESCRIPTION
 JJ0051
 JJ0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0051'3.9 MI SE FROM CHEYENNE WELLS.
 JJ0051'TO REACH FROM THE COUNTY COURT HOUSE IN CHEYENNE WELLS-- GO 1.0
 JJ0051'MILE EAST ALONG U. S. HIGHWAY NO. 40 TO THE JUNCTION OF STATE
 JJ0051'HIGHWAY NO. 51, THENCE, GO 2.9 MILES SOUTH ALONG STATE HIGHWAY
 JJ0051'NO. 51 TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE SOUTH
 JJ0051'OF THE INTERSECTION OF CROSS ROAD, ABOUT 0.1 MILE NORTH OF A
 JJ0051'FENCE CORNER AND ABOUT 193.0 FEET SOUTH OF AN 18-INCH GALVINIZED
 JJ0051'IRON PIPE CULVERT.  IT IS 48.0 FEET EAST OF AND ABOUT 1.0 FOOT
 JJ0051'BELOW THE CENTERLINE OF THE HIGHWAY, 5.3 FEET EAST OF FENCE AND
 JJ0051'2.7 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT
 JJ0051'PROJECTS 0.6 FOOT.
 JJ0051
 JJ0051                          STATION RECOVERY (1975)
 JJ0051
 JJ0051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JJ0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0145 ***********************************************************************
 HK0145  DESIGNATION -  D 93
 HK0145  PID         -  HK0145
 HK0145  STATE/COUNTY-  CO/HUERFANO
 HK0145  USGS QUAD   -  WALSENBURG NORTH (1963)
 HK0145
 HK0145                         *CURRENT SURVEY CONTROL
 HK0145  ___________________________________________________________________
 HK0145* NAD 83(1986)-  37 40 03.     (N)    104 50 34.     (W)     SCALED    
 HK0145* NAVD 88     -      1913.526  (meters)    6277.96   (feet)  ADJUSTED  
 HK0145  ___________________________________________________________________
 HK0145  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 HK0145  DYNAMIC HT  -        1911.256 (meters)    6270.51  (feet)  COMP
 HK0145  MODELED GRAV-     979,375.1   (mgal)                       NAVD 88
 HK0145
 HK0145  VERT ORDER  -  SECOND    CLASS 0
 HK0145
 HK0145.The horizontal coordinates were scaled from a topographic map and have
 HK0145.an estimated accuracy of +/- 6 seconds.
 HK0145
 HK0145.The orthometric height was determined by differential leveling
 HK0145.and adjusted by the National Geodetic Survey in June 1991..
 HK0145
 HK0145.The geoid height was determined by GEOID03.
 HK0145
 HK0145.The dynamic height is computed by dividing the NAVD 88
 HK0145.geopotential number by the normal gravity value computed on the
 HK0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0145.degrees latitude (g = 980.6199 gals.).
 HK0145
 HK0145.The modeled gravity was interpolated from observed gravity values.
 HK0145
 HK0145;                    North         East    Units  Estimated Accuracy
 HK0145;SPC CO S     -   416,080.      972,380.      MT  (+/- 180 meters Scaled)
 HK0145
 HK0145                          SUPERSEDED SURVEY CONTROL
 HK0145
 HK0145  NGVD 29 (??/??/92) 1912.500  (m)         6274.59   (f) ADJ UNCH    2 0
 HK0145
 HK0145.Superseded values are not recommended for survey control.
 HK0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0145.See file dsdata.txt to determine how the superseded data were derived.
 HK0145
 HK0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB138689(NAD 83)
 HK0145_MARKER: DB = BENCH MARK DISK
 HK0145_SETTING: 66 = SET IN ROCK OUTCROP
 HK0145_SP_SET: SANDSTONE OUTCROP
 HK0145_STAMPING: D 93 1935
 HK0145_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HK0145+STABILITY: POSITION/ELEVATION WELL
 HK0145
 HK0145  HISTORY     - Date     Condition        Report By
 HK0145  HISTORY     - 1935     MONUMENTED       CGS
 HK0145
 HK0145                          STATION DESCRIPTION
 HK0145
 HK0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HK0145'1 MI N FROM WALSENBURG.
 HK0145'1.0 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE COUNTY COURTHOUSE
 HK0145'AT WALSENBURG, HUERFANO COUNTY, THENCE 4.5 MILES NORTHWEST ALONG
 HK0145'THE DENVER AND RIO GRANDE WESTERN RAILROAD, 0.9 MILE SOUTHEAST OF
 HK0145'GORDON, AT MAITLAND, 0.1 MILE NORTHWEST OF MILEPOST 182, 0.1 MILE
 HK0145'SOUTHEAST OF A POWER LINE CROSSING, 334 FEET NORTHWEST OF A SMALL
 HK0145'MINE WASTE DUMP, 105 FEET NORTHWEST OF A SMALL CONCRETE BUILDING,
 HK0145'110 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, ON THE NORTH
 HK0145'SLOPE OF A ROCKY HILL, 6.0 FEET BELOW THE TOP OF THE HILL, IN THE
 HK0145'TOP OF A SANDSTONE OUTCROP, 2.3 FEET NORTHEAST OF A CAIRN, AND
 HK0145'10 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED D 93
 HK0145'1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0520 ***********************************************************************
 JK0520  DESIGNATION -  D 95
 JK0520  PID         -  JK0520
 JK0520  STATE/COUNTY-  CO/CUSTER
 JK0520  USGS QUAD   -  ALDRICH GULCH (1957)
 JK0520
 JK0520                         *CURRENT SURVEY CONTROL
 JK0520  ___________________________________________________________________
 JK0520* NAD 83(1986)-  38 01 57.     (N)    105 23 23.     (W)     SCALED    
 JK0520* NAVD 88     -      2491.604  (meters)    8174.54   (feet)  ADJUSTED  
 JK0520  ___________________________________________________________________
 JK0520  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 JK0520  DYNAMIC HT  -        2488.470 (meters)    8164.26  (feet)  COMP
 JK0520  MODELED GRAV-     979,280.7   (mgal)                       NAVD 88
 JK0520
 JK0520  VERT ORDER  -  SECOND    CLASS 0
 JK0520
 JK0520.The horizontal coordinates were scaled from a topographic map and have
 JK0520.an estimated accuracy of +/- 6 seconds.
 JK0520
 JK0520.The orthometric height was determined by differential leveling
 JK0520.and adjusted by the National Geodetic Survey in June 1991..
 JK0520
 JK0520.The geoid height was determined by GEOID03.
 JK0520
 JK0520.The dynamic height is computed by dividing the NAVD 88
 JK0520.geopotential number by the normal gravity value computed on the
 JK0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0520.degrees latitude (g = 980.6199 gals.).
 JK0520
 JK0520.The modeled gravity was interpolated from observed gravity values.
 JK0520
 JK0520;                    North         East    Units  Estimated Accuracy
 JK0520;SPC CO S     -   456,390.      924,080.      MT  (+/- 180 meters Scaled)
 JK0520
 JK0520                          SUPERSEDED SURVEY CONTROL
 JK0520
 JK0520  NGVD 29 (??/??/92) 2490.313  (m)         8170.30   (f) ADJ UNCH    2 0
 JK0520
 JK0520.Superseded values are not recommended for survey control.
 JK0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0520.See file dsdata.txt to determine how the superseded data were derived.
 JK0520
 JK0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC657094(NAD 83)
 JK0520_MARKER: DB = BENCH MARK DISK
 JK0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0520_STAMPING: D 95 1935
 JK0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0520+STABILITY: SURFACE MOTION
 JK0520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0520+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1999
 JK0520
 JK0520  HISTORY     - Date     Condition        Report By
 JK0520  HISTORY     - 1935     MONUMENTED       CGS
 JK0520  HISTORY     - 1941     GOOD             NGS
 JK0520  HISTORY     - 19990421 GOOD             NGS
 JK0520
 JK0520                          STATION DESCRIPTION
 JK0520
 JK0520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JK0520'8.7 MI SE FROM WESTCLIFFE.
 JK0520'8.7 MILES SOUTHEAST ALONG STATE HIGHWAY 69 FROM THE COUNTY COURTHOUSE
 JK0520'AT WESTCLIFFE, CUSTER COUNTY, 0.3 MILE SOUTHEAST OF THE JUNCTION
 JK0520'OF A RANCH ROAD LEADING SOUTHWEST, 386 FEET NORTHWEST OF A FENCE
 JK0520'CORNER, 33.0 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1.4
 JK0520'FEET NORTHEAST OF THE FENCE, 3.0 FEET EAST OF A 4- BY 4-INCH WOODEN
 JK0520'MARKER POST STENCILED U.S.B.M., AND LEVEL WITH THE HIGHWAY.  A
 JK0520'STANDARD DISK, STAMPED D 95 1935 AND SET IN THE TOP OF A CONCRETE
 JK0520'POST PROJECTING 0.7 FOOT ABOVE GROUND.
 JK0520
 JK0520                          STATION RECOVERY (1999)
 JK0520
 JK0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 JK0520'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 96 AND 69
 JK0520'IN WESTCLIFFE, GO SOUTH ON STATE HIGHWAY 69 FOR 8.8 MI TO THE STATION
 JK0520'ON THE LEFT. IT IS 0.5 M NORTH FROM A FENCE AND WITNESS POST, 8.9 M
 JK0520'NORTH FROM THE CENTER OF THE OLD HIGHWAY 69, 26 M NORTH FROM THE
 JK0520'CENTER OF STATE HIGHWAY 69 AT A CURVE AND AT MILEPOST 49.9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4829 ***********************************************************************
 AB4829  DESIGNATION -  DAHL
 AB4829  PID         -  AB4829
 AB4829  STATE/COUNTY-  CO/LOGAN
 AB4829  USGS QUAD   -  ST PETERSBURG (1972)
 AB4829
 AB4829                         *CURRENT SURVEY CONTROL
 AB4829  ___________________________________________________________________
 AB4829* NAD 83(1992)-  40 31 32.79678(N)    102 47 54.35779(W)     ADJUSTED  
 AB4829* NAVD 88     -      1295.8    (meters)    4251.     (feet)  GPS OBS   
 AB4829  ___________________________________________________________________
 AB4829  X           -  -1,075,697.819 (meters)                     COMP
 AB4829  Y           -  -4,735,301.188 (meters)                     COMP
 AB4829  Z           -   4,123,364.830 (meters)                     COMP
 AB4829  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 AB4829  ELLIP HEIGHT-        1275.47  (meters)          (12/03/02) GPS OBS
 AB4829  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 AB4829
 AB4829  HORZ ORDER  -  FIRST
 AB4829  ELLP ORDER  -  FOURTH    CLASS II
 AB4829
 AB4829.The horizontal coordinates were established by GPS observations
 AB4829.and adjusted by the National Geodetic Survey in July 1996..
 AB4829
 AB4829.The orthometric height was determined by GPS observations and a
 AB4829.high-resolution geoid model.
 AB4829
 AB4829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4829
 AB4829.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4829
 AB4829.The ellipsoidal height was determined by GPS observations
 AB4829.and is referenced to NAD 83.
 AB4829
 AB4829.The geoid height was determined by GEOID03.
 AB4829
 AB4829;                    North         East     Units Scale Factor Converg.
 AB4829;SPC CO N     -   440,686.989 1,143,277.312   MT  0.99996834   +1 44 44.1
 AB4829;SPC CO N     - 1,445,820.56  3,750,902.31   sFT  0.99996834   +1 44 44.1
 AB4829;UTM  13      - 4,488,444.638   686,483.098   MT  1.00002808   +1 25 51.5
 AB4829
 AB4829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4829!SPC CO N     -   0.99979996  x   0.99996834  =   0.99976831
 AB4829!UTM  13      -   0.99979996  x   1.00002808  =   0.99982803
 AB4829
 AB4829                          SUPERSEDED SURVEY CONTROL
 AB4829
 AB4829  ELLIP H (10/08/96) 1275.50   (m)                       GP(       ) 1 1
 AB4829  ELLIP H (07/08/96) 1275.75   (m)                       GP(       ) 1 1
 AB4829
 AB4829.Superseded values are not recommended for survey control.
 AB4829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4829.See file dsdata.txt to determine how the superseded data were derived.
 AB4829
 AB4829_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE8648388445(NAD 83)
 AB4829_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4829_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AB4829_STAMPING: DAHL 1995
 AB4829_MARK LOGO: NGS   
 AB4829_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AB4829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB4829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4829+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4829
 AB4829  HISTORY     - Date     Condition        Report By
 AB4829  HISTORY     - 1995     MONUMENTED       MSAM
 AB4829
 AB4829                          STATION DESCRIPTION
 AB4829
 AB4829'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 AB4829'STATION IS LOCATED ABOUT 11 MILES (17.7 KM) SOUTH OF FLEMING, IN THE
 AB4829'NORTHEAST CORNER OF THE INTERSECTION OF COUNTY ROAD 14 AND COUNTY ROAD
 AB4829'83, IN THE SW 1/4 OF SEC.  36, T.  7 N., R.  49 W.  TO REACH FROM THE
 AB4829'POST OFFICE IN FLEMING, GO SOUTH ON COUNTY ROAD 79 FOR 10.7 MILES
 AB4829'(17.2 KM) TO COUNTY ROAD 14, GO EAST ON COUNTY ROAD 14 FOR 2.1 MILES
 AB4829'(3.4 KM) TO THE STATION ON THE LEFT (NORTH) .  THE STATION IS A
 AB4829'STANDARD DISK SET IN A MASS OF CONCRETE, IT IS 30 FT (9.1 M) EAST OF
 AB4829'THE CENTER OF COUNTY ROAD 14, IT IS 27 FT (8.2 M) NORTH OF THE CENTER
 AB4829'OF COUNTY ROAD 83, IT IS 12 FT (3.7 M) EAST-NORTHEAST OF A ROAD SIGN,
 AB4829'IT IS 9 FT (2.7 M) SOUTH OF A FIBERGLASS WITNESS POST (NOAA) AND A
 AB4829'FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8127 ***********************************************************************
 AE8127  DESIGNATION -  DAILEY
 AE8127  PID         -  AE8127
 AE8127  STATE/COUNTY-  CO/LARIMER
 AE8127  USGS QUAD   -  LAPORTE (1979)
 AE8127
 AE8127                         *CURRENT SURVEY CONTROL
 AE8127  ___________________________________________________________________
 AE8127* NAD 83(1992)-  40 41 05.74350(N)    105 14 14.85657(W)     ADJUSTED  
 AE8127* NAVD 88     -      1622.1    (meters)    5322.     (feet)  GPS OBS   
 AE8127  ___________________________________________________________________
 AE8127  X           -  -1,273,282.270 (meters)                     COMP
 AE8127  Y           -  -4,674,376.436 (meters)                     COMP
 AE8127  Z           -   4,137,001.794 (meters)                     COMP
 AE8127  LAPLACE CORR-         -19.19  (seconds)                    DEFLEC99
 AE8127  ELLIP HEIGHT-        1607.70  (meters)          (12/03/02) GPS OBS
 AE8127  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 AE8127
 AE8127  HORZ ORDER  -  FIRST
 AE8127  ELLP ORDER  -  FOURTH    CLASS II
 AE8127
 AE8127.The horizontal coordinates were established by GPS observations
 AE8127.and adjusted by the National Geodetic Survey in March 1998..
 AE8127
 AE8127.The orthometric height was determined by GPS observations and a
 AE8127.high-resolution geoid model.
 AE8127
 AE8127.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8127
 AE8127.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8127
 AE8127.The ellipsoidal height was determined by GPS observations
 AE8127.and is referenced to NAD 83.
 AE8127
 AE8127.The geoid height was determined by GEOID03.
 AE8127
 AE8127;                    North         East     Units Scale Factor Converg.
 AE8127;SPC CO N     -   454,905.918   936,595.163   MT  0.99998551   +0 10 10.7
 AE8127;SPC CO N     - 1,492,470.50  3,072,812.63   sFT  0.99998551   +0 10 10.7
 AE8127;UTM  13      - 4,503,809.229   479,934.432   MT  0.99960496   -0 09 17.3
 AE8127
 AE8127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8127!SPC CO N     -   0.99974787  x   0.99998551  =   0.99973338
 AE8127!UTM  13      -   0.99974787  x   0.99960496  =   0.99935293
 AE8127
 AE8127                          SUPERSEDED SURVEY CONTROL
 AE8127
 AE8127  ELLIP H (03/31/98) 1607.73   (m)                       GP(       ) 4 1
 AE8127
 AE8127.Superseded values are not recommended for survey control.
 AE8127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8127.See file dsdata.txt to determine how the superseded data were derived.
 AE8127
 AE8127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF7993403809(NAD 83)
 AE8127_MARKER: DH = HORIZONTAL CONTROL DISK
 AE8127_SETTING: 80 = SET IN A BOULDER
 AE8127_STAMPING: DAILEY 1996
 AE8127_MARK LOGO: NGS   
 AE8127_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8127+STABILITY: SURFACE MOTION
 AE8127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8127+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE8127
 AE8127  HISTORY     - Date     Condition        Report By
 AE8127  HISTORY     - 1996     MONUMENTED       NGS
 AE8127
 AE8127                          STATION DESCRIPTION
 AE8127
 AE8127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE8127'THE STATION IS LOCATED ABOUT 11 MI (17.7 KM) NORTHWEST OF FORT
 AE8127'COLLINS, 4 MI (6.4 KM) EAST OF POUDRE PARK AND 3 MI (4.8 KM) NORTHWEST
 AE8127'OF TEDS PLACE, IN THE SOUTHEAST 1/4 OF SECTION 4, T 8 N, R 70 W, AT
 AE8127'STATE HIGHWAY 14 MILEPOST 117.75.  OWNERSHIP--COLORADO DEPT. OF
 AE8127'TRANSPORTATION RIGHT-OF-WAY OR STATE LAND BOARD, COLORADO DIVISION OF
 AE8127'WILDLIFE TO REACH THE STATION FROM STATE HIGHWAY 14 AND U.  S.
 AE8127'HIGHWAY 287 AT TEDS PLACE, GO WEST ON STATE HIGHWAY 14 FOR 4.1 MI (6.6
 AE8127'KM) TO THE STATION ON THE RIGHT THE MARK IS A STANDARD DISK SET IN A
 AE8127'DRILL HOLE IN A BOULDER MEASURING 1.0 M (3.3 FT) BY 0.5 M (1.6 FT) AND
 AE8127'PROJECTING 5 CM ABOVE THE GROUND.  IT IS 65.9 M (216.2 FT) EAST FROM A
 AE8127'SIDE ROAD NORTH TO A GRAVEL PIT FROM WHERE IT INTERSECTS THE HIGHWAY,
 AE8127'19.8 M (65.0 FT) EAST FROM A GREEN CARSONITE STATE LAND BOARD,
 AE8127'COLORADO DIVISION OF WILDLIFE PROPERTY BOUNDARY POST, 18.0 M (59.1 FT)
 AE8127'EAST FROM A GREEN 3-INCH PIPE NUMBER 27, 13.6 M (44.6 FT) NORTH FROM
 AE8127'THE CENTER LINE OF STATE HIGHWAY 14, 0.2 M (0.7 FT) SOUTHWEST FROM A
 AE8127'WITNESS POST AND ABOUT 1.5 M (4.9 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0592 ***********************************************************************
 LK0592  DESIGNATION -  DAILEY ET
 LK0592  PID         -  LK0592
 LK0592  STATE/COUNTY-  CO/LOGAN
 LK0592  USGS QUAD   -  HAXTUN WEST (1980)
 LK0592
 LK0592                         *CURRENT SURVEY CONTROL
 LK0592  ___________________________________________________________________
 LK0592* NAD 83(1992)-  40 39 54.34624(N)    102 44 15.50968(W)     ADJUSTED  
 LK0592* NAVD 88     -      1269.     (meters)    4163.     (feet)  SCALED    
 LK0592  ___________________________________________________________________
 LK0592  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 LK0592  GEOID HEIGHT-         -20.20  (meters)                     GEOID03
 LK0592
 LK0592  HORZ ORDER  -  THIRD
 LK0592
 LK0592.The horizontal coordinates were established by classical geodetic methods
 LK0592.and adjusted by the National Geodetic Survey in January 1993..
 LK0592
 LK0592.The orthometric height was scaled from a topographic map.
 LK0592
 LK0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0592
 LK0592.The geoid height was determined by GEOID03.
 LK0592
 LK0592;                    North         East     Units Scale Factor Converg.
 LK0592;SPC CO N     -   456,308.633 1,147,944.009   MT  0.99998295   +1 47 05.5
 LK0592;SPC CO N     - 1,497,072.57  3,766,212.97   sFT  0.99998295   +1 47 05.5
 LK0592;UTM  13      - 4,504,041.602   691,235.206   MT  1.00005016   +1 28 28.9
 LK0592
 LK0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0592!SPC CO N     -   0.99980422  x   0.99998295  =   0.99978717
 LK0592!UTM  13      -   0.99980422  x   1.00005016  =   0.99985437
 LK0592
 LK0592:                Primary Azimuth Mark                     Grid Az
 LK0592:SPC CO N     -  VANDEN ET                                252 39 19.9
 LK0592:UTM  13      -  VANDEN ET                                252 57 56.5
 LK0592
 LK0592|---------------------------------------------------------------------|
 LK0592| PID    Reference Object                     Distance      Geod. Az  |
 LK0592|                                                           dddmmss.s |
 LK0592| LK0597 VANDEN ET                           APPROX. 5.4 KM 2542625.4 |
 LK0592|---------------------------------------------------------------------|
 LK0592
 LK0592                          SUPERSEDED SURVEY CONTROL
 LK0592
 LK0592  NAD 83(1986)-  40 39 54.34167(N)    102 44 15.51043(W) AD(       ) 3
 LK0592  NAD 27      -  40 39 54.36320(N)    102 44 13.82497(W) AD(       ) 3
 LK0592
 LK0592.Superseded values are not recommended for survey control.
 LK0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0592.See file dsdata.txt to determine how the superseded data were derived.
 LK0592
 LK0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF9123504042(NAD 83)
 LK0592
 LK0592  HISTORY     - Date     Condition        Report By
 LK0592  HISTORY     - 1960     MONUMENTED       USGS
 LK0592  HISTORY     - 1962     GOOD             USGS
 LK0592
 LK0592                          STATION DESCRIPTION
 LK0592
 LK0592'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LK0592'STATION IS LOCATED ABOUT 5 MI. E. AND 1 MI. S. OF FLEMING, ABOUT
 LK0592'1 MI. W. AND 0.5 MI. N. OF DAILEY, ON A FLAT TOP, ABOUT 800 FT. SE.
 LK0592'OF FARMHOUSE OF OLIVER LAMBERT, AT THE NW. 1/4 OF SEC. 16, T 8 N,
 LK0592'R 48 W.  STATION IS ABOUT 130 FT. SE. OF AND ABOUT 2.5 FT. LOWER THAN
 LK0592'THE HIGHEST GROUND IN THE VICINITY.
 LK0592'
 LK0592'TO REACH FROM DAILEY, COLORADO, GO W. ON U.S. HIGHWAY 6 1 MI. TO
 LK0592'A CROSSROAD, TURN RIGHT (N.) ON A GRAVEL RD. AND GO 0.5 MI. TO A WIRE
 LK0592'GATE AND FARM RD. ON E. SIDE OF RD., TURN RIGHT (E.) ON FARM RD. AND
 LK0592'GO 0.1 MI. TO A WIRE GATE ON N. SIDE OF RD., TURN LEFT (NE.) INTO
 LK0592'PASTURE AND GO 0.1 MI. TO TOP OF HILL AND STATION.
 LK0592'
 LK0592'STATION RECOVERED AS DESCRIBED.
 LK0592'
 LK0592'STATION MARK--STANDARD TABLET, STAMPED ---DAILEY E.T. 1960---, SET
 LK0592'INTO THE TOP OF A CONCRETE POST.
 LK0592'
 LK0592'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1666 ***********************************************************************
 KK1666  DESIGNATION -  DALE
 KK1666  PID         -  KK1666
 KK1666  STATE/COUNTY-  CO/ARAPAHOE
 KK1666  USGS QUAD   -  WATKINS SE (1994)
 KK1666
 KK1666                         *CURRENT SURVEY CONTROL
 KK1666  ___________________________________________________________________
 KK1666* NAD 83(1992)-  39 36 20.55773(N)    104 34 42.99052(W)     ADJUSTED  
 KK1666* NAVD 88     -      1854.     (meters)    6083.     (feet)  SCALED    
 KK1666  ___________________________________________________________________
 KK1666  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 KK1666  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 KK1666
 KK1666  HORZ ORDER  -  FIRST
 KK1666
 KK1666.The horizontal coordinates were established by classical geodetic methods
 KK1666.and adjusted by the National Geodetic Survey in January 1993..
 KK1666
 KK1666.The orthometric height was scaled from a topographic map.
 KK1666
 KK1666.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1666
 KK1666.The geoid height was determined by GEOID03.
 KK1666
 KK1666;                    North         East     Units Scale Factor Converg.
 KK1666;SPC CO C     -   501,953.244   993,530.313   MT  0.99997464   +0 34 52.0
 KK1666;SPC CO C     - 1,646,824.93  3,259,607.37   sFT  0.99997464   +0 34 52.0
 KK1666;UTM  13      - 4,384,081.239   536,175.944   MT  0.99961611   +0 16 07.1
 KK1666
 KK1666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1666!SPC CO C     -   0.99971202  x   0.99997464  =   0.99968666
 KK1666!UTM  13      -   0.99971202  x   0.99961611  =   0.99932824
 KK1666
 KK1666|---------------------------------------------------------------------|
 KK1666| PID    Reference Object                     Distance      Geod. Az  |
 KK1666|                                                           dddmmss.s |
 KK1666| KK0501 DALE RM 1                             7.612 METERS 11610     |
 KK1666| KK1669 HILL                                APPROX. 0.5 KM 1501606.9 |
 KK1666| KK1667 DALE RM 3                            38.407 METERS 22022     |
 KK1666|---------------------------------------------------------------------|
 KK1666
 KK1666                          SUPERSEDED SURVEY CONTROL
 KK1666
 KK1666  NAD 83(1986)-  39 36 20.55167(N)    104 34 42.98900(W) AD(       ) 1
 KK1666  NAD 27      -  39 36 20.59332(N)    104 34 41.10423(W) AD(       ) 1
 KK1666
 KK1666.Superseded values are not recommended for survey control.
 KK1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1666.See file dsdata.txt to determine how the superseded data were derived.
 KK1666
 KK1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED3617684081(NAD 83)
 KK1666_MARKER: DS = TRIANGULATION STATION DISK
 KK1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1666_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1666
 KK1666  HISTORY     - Date     Condition        Report By
 KK1666  HISTORY     - 1960     MONUMENTED       CGS
 KK1666
 KK1666                          STATION DESCRIPTION
 KK1666
 KK1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KK1666'THE STATION IS LOCATED, AIRLINE, ABOUT 10 MILES SOUTH-SOUTHEAST OF
 KK1666'WATKINS AND ABOUT 2 1/2 MILES NORTH OF THE ARAPAHOE-ELBERT COUNTY
 KK1666'LINE, AT THE LOWRY AIR FORCE BASE, SITE 848 B.
 KK1666'
 KK1666'THE STATION IS A STANDARD DISK STAMPED DALE 1960 SET IN TOP OF A
 KK1666'CONCRETE CYLINDER WHICH IS 5 INCHES IN DIAMETER AND IS FLUSH WITH
 KK1666'THE GROUND.  AT THE PRESENT TIME THE STATION IS LOCATED UNDER THE
 KK1666'SOUTHWEST CORNER OF A SMALL SHED WHICH IS ATTACHED TO A COMPRESSOR
 KK1666'SHED.  THE TWO SHEDS WILL BE REMOVED AT A LATER DATE.
 KK1666'
 KK1666'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED DALE NO 1 1960
 KK1666'SET IN TOP OF A CONCRETE CYLINDER WHICH IS 5 INCHES IN DIAMETER,
 KK1666'FLUSH WITH THE GROUND AND IS THE SAME ELEVATION AS THE STATION.  IT
 KK1666'IS ABOUT 130 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SETTLING
 KK1666'PONDS.
 KK1666'
 KK1666'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED DALE NO 3 1960
 KK1666'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 KK1666'INCHES ABOVE THE GROUND AND IS ABOUT 8 FEET HIGHER THAN THE STATION.
 KK1666'IT IS IN THE NORTHEAST CORNER AND EMBANKMENT OF THE SETTLING PONDS.
 KK1666'
 KK1666'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 70 AND 30,
 KK1666'IN THE SOUTH PART OF AURORA, GO EAST ON STATE HIGHWAY 30 FOR 12.35
 KK1666'MILES, TAKE THE LEFT FORK AND GO EAST ON THE PAVED ROAD FOR 7.35
 KK1666'MILES, TURN RIGHT AND GO SOUTH ON A PAVED ROAD FOR 2.65 MILES TO THE
 KK1666'GUARD GATE AT 848 B AND THE STATION AS DESCRIBED.
 KK1666'
 KK1666'REFERENCE MARK NUMBER TWO WAS DESTROYED BEFORE THE STATION WAS
 KK1666'OCCUPIED AND REFERENCE MARK NUMBER THREE WAS ALREADY ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0501 ***********************************************************************
 KK0501  DESIGNATION -  DALE RM 1
 KK0501  PID         -  KK0501
 KK0501  STATE/COUNTY-  CO/ARAPAHOE
 KK0501  USGS QUAD   -  WATKINS SE (1994)
 KK0501
 KK0501                         *CURRENT SURVEY CONTROL
 KK0501  ___________________________________________________________________
 KK0501* NAD 83(1986)-  39 35 46.     (N)    104 34 45.     (W)     SCALED    
 KK0501* NAVD 88     -      1852.545  (meters)    6077.89   (feet)  ADJUSTED  
 KK0501  ___________________________________________________________________
 KK0501  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 KK0501  DYNAMIC HT  -        1850.735 (meters)    6071.95  (feet)  COMP
 KK0501  MODELED GRAV-     979,583.4   (mgal)                       NAVD 88
 KK0501
 KK0501  VERT ORDER  -  SECOND    CLASS 0
 KK0501
 KK0501.The horizontal coordinates were scaled from a topographic map and have
 KK0501.an estimated accuracy of +/- 6 seconds.
 KK0501
 KK0501.The orthometric height was determined by differential leveling
 KK0501.and adjusted by the National Geodetic Survey in June 1991..
 KK0501
 KK0501.The geoid height was determined by GEOID03.
 KK0501
 KK0501.The dynamic height is computed by dividing the NAVD 88
 KK0501.geopotential number by the normal gravity value computed on the
 KK0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0501.degrees latitude (g = 980.6199 gals.).
 KK0501
 KK0501.The modeled gravity was interpolated from observed gravity values.
 KK0501
 KK0501;                    North         East    Units  Estimated Accuracy
 KK0501;SPC CO C     -   500,890.      993,490.      MT  (+/- 180 meters Scaled)
 KK0501
 KK0501                          SUPERSEDED SURVEY CONTROL
 KK0501
 KK0501  NGVD 29 (??/??/92) 1851.584  (m)         6074.74   (f) ADJ UNCH    2 0
 KK0501
 KK0501.Superseded values are not recommended for survey control.
 KK0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0501.See file dsdata.txt to determine how the superseded data were derived.
 KK0501
 KK0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED361830(NAD 83)
 KK0501_MARKER: DR = REFERENCE MARK DISK
 KK0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0501_STAMPING: DALE NO 1 1960
 KK0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0501+STABILITY: SURFACE MOTION
 KK0501
 KK0501  HISTORY     - Date     Condition        Report By
 KK0501  HISTORY     - 1960     MONUMENTED       CGS
 KK0501  HISTORY     - 1961     GOOD             NGS
 KK0501
 KK0501                          STATION DESCRIPTION
 KK0501
 KK0501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KK0501'14 MI SE FROM BUCKLEY ANG BASE.
 KK0501'THE MARK IS AT LOWRY AFB ICBM SM-68 TITAN COMPLEX MISSILE SITE
 KK0501'848 B, 44.5 FEET SOUTH-SOUTHWEST OF THE SOUTH ONE OF TWO POWERLINE
 KK0501'POLES, 14.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL
 KK0501'WOOD SHACK, SET IN THE TOP OF A 6-INCH CONCRETE CYLINDER FLUSH
 KK0501'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0502 ***********************************************************************
 KK0502  DESIGNATION -  DALE RM 2
 KK0502  PID         -  KK0502
 KK0502  STATE/COUNTY-  CO/ARAPAHOE
 KK0502  USGS QUAD   -  WATKINS SE (1994)
 KK0502
 KK0502                         *CURRENT SURVEY CONTROL
 KK0502  ___________________________________________________________________
 KK0502* NAD 83(1986)-  39 35 46.     (N)    104 34 45.     (W)     SCALED    
 KK0502* NAVD 88     -      1852.465  (meters)    6077.63   (feet)  ADJUSTED  
 KK0502  ___________________________________________________________________
 KK0502  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 KK0502  DYNAMIC HT  -        1850.656 (meters)    6071.69  (feet)  COMP
 KK0502  MODELED GRAV-     979,583.4   (mgal)                       NAVD 88
 KK0502
 KK0502  VERT ORDER  -  SECOND    CLASS 0
 KK0502
 KK0502.The horizontal coordinates were scaled from a topographic map and have
 KK0502.an estimated accuracy of +/- 6 seconds.
 KK0502
 KK0502.The orthometric height was determined by differential leveling
 KK0502.and adjusted by the National Geodetic Survey in June 1991..
 KK0502
 KK0502.The geoid height was determined by GEOID03.
 KK0502
 KK0502.The dynamic height is computed by dividing the NAVD 88
 KK0502.geopotential number by the normal gravity value computed on the
 KK0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0502.degrees latitude (g = 980.6199 gals.).
 KK0502
 KK0502.The modeled gravity was interpolated from observed gravity values.
 KK0502
 KK0502;                    North         East    Units  Estimated Accuracy
 KK0502;SPC CO C     -   500,890.      993,490.      MT  (+/- 180 meters Scaled)
 KK0502
 KK0502                          SUPERSEDED SURVEY CONTROL
 KK0502
 KK0502  NGVD 29 (??/??/92) 1851.505  (m)         6074.48   (f) ADJ UNCH    2 0
 KK0502
 KK0502.Superseded values are not recommended for survey control.
 KK0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0502.See file dsdata.txt to determine how the superseded data were derived.
 KK0502
 KK0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED361830(NAD 83)
 KK0502_MARKER: DR = REFERENCE MARK DISK
 KK0502_SETTING: 0 = UNSPECIFIED SETTING
 KK0502_STAMPING: DALE NO 2 1960
 KK0502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0502
 KK0502  HISTORY     - Date     Condition        Report By
 KK0502  HISTORY     - 1960     MONUMENTED       CGS
 KK0502  HISTORY     - 1961     GOOD             NGS
 KK0502
 KK0502                          STATION DESCRIPTION
 KK0502
 KK0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KK0502'14 MI SE FROM BUCKLEY ANG BASE.
 KK0502'THE MARK IS AT LOWRY AFB ICBM SM-68 TITAN COMPLEX MISSILE SITE
 KK0502'848 B, 50.5 FEET WEST OF THE MOST NORTHERLY ONE OF TWO POWERLINE
 KK0502'POLES, 12.9 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SMALL
 KK0502'WOOD SHACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1667 ***********************************************************************
 KK1667  DESIGNATION -  DALE RM 3
 KK1667  PID         -  KK1667
 KK1667  STATE/COUNTY-  CO/ARAPAHOE
 KK1667  USGS QUAD   -  WATKINS SE (1994)
 KK1667
 KK1667                         *CURRENT SURVEY CONTROL
 KK1667  ___________________________________________________________________
 KK1667* NAD 83(1992)-  39 36 19.60883(N)    104 34 44.03315(W)     ADJUSTED  
 KK1667* NAVD 88     -      1854.     (meters)    6083.     (feet)  SCALED    
 KK1667  ___________________________________________________________________
 KK1667  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 KK1667  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 KK1667
 KK1667  HORZ ORDER  -  FIRST
 KK1667
 KK1667.The horizontal coordinates were established by classical geodetic methods
 KK1667.and adjusted by the National Geodetic Survey in January 1993..
 KK1667
 KK1667.The orthometric height was scaled from a topographic map.
 KK1667
 KK1667.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1667
 KK1667.The geoid height was determined by GEOID03.
 KK1667
 KK1667;                    North         East     Units Scale Factor Converg.
 KK1667;SPC CO C     -   501,923.729   993,505.738   MT  0.99997460   +0 34 51.3
 KK1667;SPC CO C     - 1,646,728.10  3,259,526.74   sFT  0.99997460   +0 34 51.3
 KK1667;UTM  13      - 4,384,051.869   536,151.218   MT  0.99961609   +0 16 06.4
 KK1667
 KK1667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1667!SPC CO C     -   0.99971202  x   0.99997460  =   0.99968662
 KK1667!UTM  13      -   0.99971202  x   0.99961609  =   0.99932822
 KK1667
 KK1667:                Primary Azimuth Mark                     Grid Az
 KK1667:SPC CO C     -  HILL AZ MK                               038 01 27.1
 KK1667:UTM  13      -  HILL AZ MK                               038 20 12.0
 KK1667
 KK1667|---------------------------------------------------------------------|
 KK1667| PID    Reference Object                     Distance      Geod. Az  |
 KK1667|                                                           dddmmss.s |
 KK1667| KK0493 HILL AZ MK                          APPROX. 0.5 KM 0383618.4 |
 KK1667| KK1666 DALE                                 38.407 METERS 04022     |
 KK1667| KK1669 HILL                                APPROX. 0.5 KM 1461603.6 |
 KK1667|---------------------------------------------------------------------|
 KK1667
 KK1667                          SUPERSEDED SURVEY CONTROL
 KK1667
 KK1667  NAD 83(1986)-  39 36 19.60263(N)    104 34 44.03179(W) AD(       ) 1
 KK1667  NAD 27      -  39 36 19.64439(N)    104 34 42.14680(W) AD(       ) 1
 KK1667
 KK1667.Superseded values are not recommended for survey control.
 KK1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1667.See file dsdata.txt to determine how the superseded data were derived.
 KK1667
 KK1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED3615184052(NAD 83)
 KK1667_MARKER: DS = TRIANGULATION STATION DISK
 KK1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1667_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1667+STABILITY: SURFACE MOTION
 KK1667
 KK1667  HISTORY     - Date     Condition        Report By
 KK1667  HISTORY     - 1961     MONUMENTED       CGS
 KK1667
 KK1667                          STATION DESCRIPTION
 KK1667
 KK1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KK1667'THE STATION IS LOCATED, AIRLINE, ABOUT 10 MILES SOUTH-SOUTHEAST OF
 KK1667'WATKINS AND ABOUT 2 1/2 MILES NORTH OF THE ARAPAHOE-ELBERT COUNTY
 KK1667'LINE, AT THE LOWRY AIR FORCE BASE, SITE 848 B.
 KK1667'
 KK1667'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED DALE NO 3 1960
 KK1667'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2
 KK1667'INCHES ABOVE THE GROUND AND IS ABOUT 8 FEET HIGHER THAN THE STATION.
 KK1667'IT IS IN THE NORTHEAST CORNER AND EMBANKMENT OF THE SETTLING PONDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2081 ***********************************************************************
 AB2081  DESIGNATION -  DALEY
 AB2081  PID         -  AB2081
 AB2081  STATE/COUNTY-  CO/EAGLE
 AB2081  USGS QUAD   -  EDWARDS (1987)
 AB2081
 AB2081                         *CURRENT SURVEY CONTROL
 AB2081  ___________________________________________________________________
 AB2081* NAD 83(1992)-  39 38 24.62763(N)    106 32 59.22409(W)     ADJUSTED  
 AB2081* NAVD 88     -      2255.4    (meters)    7400.     (feet)  GPS OBS   
 AB2081  ___________________________________________________________________
 AB2081  X           -  -1,401,459.247 (meters)                     COMP
 AB2081  Y           -  -4,716,195.059 (meters)                     COMP
 AB2081  Z           -   4,048,730.794 (meters)                     COMP
 AB2081  LAPLACE CORR-           6.59  (seconds)                    DEFLEC99
 AB2081  ELLIP HEIGHT-        2242.39  (meters)          (12/03/02) GPS OBS
 AB2081  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 AB2081
 AB2081  HORZ ORDER  -  FIRST
 AB2081  ELLP ORDER  -  FOURTH    CLASS II
 AB2081
 AB2081.The horizontal coordinates were established by GPS observations
 AB2081.and adjusted by the National Geodetic Survey in February 1996..
 AB2081
 AB2081.The orthometric height was determined by GPS observations and a
 AB2081.high-resolution geoid model.
 AB2081
 AB2081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2081
 AB2081.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2081
 AB2081.The ellipsoidal height was determined by GPS observations
 AB2081.and is referenced to NAD 83.
 AB2081
 AB2081.The geoid height was determined by GEOID03.
 AB2081
 AB2081;                    North         East     Units Scale Factor Converg.
 AB2081;SPC CO C     -   505,898.958   824,291.721   MT  0.99998012   -0 39 43.5
 AB2081;SPC CO C     - 1,659,770.16  2,704,363.75   sFT  0.99998012   -0 39 43.5
 AB2081;UTM  13      - 4,388,968.885   367,016.062   MT  0.99981773   -0 59 19.9
 AB2081
 AB2081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2081!SPC CO C     -   0.99964833  x   0.99998012  =   0.99962845
 AB2081!UTM  13      -   0.99964833  x   0.99981773  =   0.99946612
 AB2081
 AB2081                          SUPERSEDED SURVEY CONTROL
 AB2081
 AB2081  ELLIP H (02/20/96) 2242.40   (m)                       GP(       ) 3 2
 AB2081
 AB2081.Superseded values are not recommended for survey control.
 AB2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2081.See file dsdata.txt to determine how the superseded data were derived.
 AB2081
 AB2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD6701688969(NAD 83)
 AB2081_MARKER: I = METAL ROD
 AB2081_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2081_STAMPING: DALEY 1994
 AB2081_MARK LOGO: NGS   
 AB2081_PROJECTION: FLUSH
 AB2081_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2081+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1998
 AB2081_ROD/PIPE-DEPTH: 4.3  meters
 AB2081_SLEEVE-DEPTH  : 0.9 meters
 AB2081
 AB2081  HISTORY     - Date     Condition        Report By
 AB2081  HISTORY     - 1994     MONUMENTED       NGS
 AB2081  HISTORY     - 19980923 GOOD             MSI
 AB2081
 AB2081                          STATION DESCRIPTION
 AB2081
 AB2081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RSC)
 AB2081'THE STATION IS LOCATED ABOUT 2.4 MI (3.9 KM) EAST OF EDWARDS, 1.5 MI
 AB2081'(2.4 KM) WEST OF AVON AND 0.1 MI (0.2 KM) NORTH OF THE COLORADO RIVER,
 AB2081'IN THE SOUTHWEST 1/4 OF SECTION 2, T 5 S, R 82 W, AT INTERSTATE 70
 AB2081'MILEPOST 165.0. OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION
 AB2081'RIGHT-OF-WAY.
 AB2081' 
 AB2081'TO REACH THE STATION FROM INTERSTATE 70 AND EXIT 163, THE EDWARDS
 AB2081'EXIT, GO EAST ON INTERSTATE 70 FOR 2.2 MI (3.5 KM) TO THE STATION ON
 AB2081'THE LEFT.
 AB2081' 
 AB2081'THE MARK IS A PUNCH MARK TOP CENTER ON A STAINLESS STEEL ROD DRIVEN TO
 AB2081'REFUSAL, ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP, SET IN A 0.9 M
 AB2081'(3.0 FT) CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 61.7 M (202.4
 AB2081'FT) WEST-NORTHWEST OF A FENCE CORNER, 34.6 M (113.5 FT) NORTH OF
 AB2081'MILEPOST 165, 28.5 M (93.5 FT) NORTH-NORTHEAST OF THE NORTHERN EDGE OF
 AB2081'THE WESTBOUND LANE, 1.4 M (4.6 FT) WEST-NORTHWEST OF A WITNESS POST,
 AB2081'0.75 M (2.46 FT) EAST-NORTHEAST OF A WITNESS POST, 0.55 M (1.80 FT)
 AB2081'SOUTHWEST OF THE RIGHT-OF-WAY FENCE AND ABOUT 0.3 M (1.0 FT) LOWER
 AB2081'THEN THE INTERSTATE.
 AB2081
 AB2081                          STATION RECOVERY (1998)
 AB2081
 AB2081'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1998 (PD)
 AB2081'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1744 ***********************************************************************
 KK1744  DESIGNATION -  DAMSTEDT
 KK1744  PID         -  KK1744
 KK1744  STATE/COUNTY-  CO/ADAMS
 KK1744  USGS QUAD   -  EASTLAKE (1994)
 KK1744
 KK1744                         *CURRENT SURVEY CONTROL
 KK1744  ___________________________________________________________________
 KK1744* NAD 83(1992)-  39 56 56.35236(N)    104 54 03.11164(W)     ADJUSTED  
 KK1744* NAVD 88     -      1614.7    (meters)    5298.     (feet)  VERTCON   
 KK1744  ___________________________________________________________________
 KK1744  LAPLACE CORR-          -6.90  (seconds)                    DEFLEC99
 KK1744  GEOID HEIGHT-         -17.67  (meters)                     GEOID03
 KK1744
 KK1744  HORZ ORDER  -  FIRST
 KK1744
 KK1744.The horizontal coordinates were established by classical geodetic methods
 KK1744.and adjusted by the National Geodetic Survey in January 1993..
 KK1744
 KK1744.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1744
 KK1744.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1744
 KK1744.The geoid height was determined by GEOID03.
 KK1744
 KK1744;                    North         East     Units Scale Factor Converg.
 KK1744;SPC CO N     -   373,329.403   965,600.493   MT  0.99997064   +0 23 13.6
 KK1744;SPC CO N     - 1,224,831.55  3,167,974.28   sFT  0.99997064   +0 23 13.6
 KK1744;UTM  13      - 4,422,099.978   508,468.484   MT  0.99960088   +0 03 49.2
 KK1744
 KK1744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1744!SPC CO N     -   0.99974952  x   0.99997064  =   0.99972017
 KK1744!UTM  13      -   0.99974952  x   0.99960088  =   0.99935050
 KK1744
 KK1744:                Primary Azimuth Mark                     Grid Az
 KK1744:SPC CO N     -  DAMSTEDT AZ MK                           156 11 36.6
 KK1744:UTM  13      -  DAMSTEDT AZ MK                           156 31 01.0
 KK1744
 KK1744|---------------------------------------------------------------------|
 KK1744| PID    Reference Object                     Distance      Geod. Az  |
 KK1744|                                                           dddmmss.s |
 KK1744| CP6941 DAMSTEDT AZ MK                                     1563450.2 |
 KK1744| KK1734 DENVER ROCKY MTN ARSENAL STACK      APPROX.14.6 KM 1592700.7 |
 KK1744| KK1733 DENVER ROCKY MTN ARSENAL SW TK      APPROX.14.8 KM 1594231.6 |
 KK1744| CP6944 DAMSTEDT RM 3                         8.815 METERS 22121     |
 KK1744| CP6942 DAMSTEDT RM 1                                      22123     |
 KK1744| CP6943 DAMSTEDT RM 2                         9.735 METERS 30724     |
 KK1744|---------------------------------------------------------------------|
 KK1744
 KK1744                          SUPERSEDED SURVEY CONTROL
 KK1744
 KK1744  NAD 83(1986)-  39 56 56.34609(N)    104 54 03.11027(W) AD(       ) 1
 KK1744  NAD 27      -  39 56 56.40020(N)    104 54 01.19796(W) AD(       ) 1
 KK1744  NGVD 29 (07/19/86) 1613.8    (m)         5295.     (f) VERT ANG       
 KK1744
 KK1744.Superseded values are not recommended for survey control.
 KK1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1744.See file dsdata.txt to determine how the superseded data were derived.
 KK1744
 KK1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE0846822100(NAD 83)
 KK1744_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KK1744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1744_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1744
 KK1744  HISTORY     - Date     Condition        Report By
 KK1744  HISTORY     - 1968     MONUMENTED       CGS
 KK1744  HISTORY     - 1970     SEE DESCRIPTION  NGS
 KK1744  HISTORY     - 1971     SEE DESCRIPTION  NGS
 KK1744  HISTORY     - 1972     SEE DESCRIPTION  NGS
 KK1744  HISTORY     - 1976     SEE DESCRIPTION  NGS
 KK1744
 KK1744                          STATION DESCRIPTION
 KK1744
 KK1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (GRK)
 KK1744'THE STATION IS LOCATED ON A HIGH RIDGE ABOUT 7 MILES NORTHEAST OF
 KK1744'THORNTON, 5 MILES SOUTHWEST OF BRIGHTON AND 3 MILES NORTHWEST OF
 KK1744'HENDERSON, ON PROPERTY OWNED BY MR. GEORGE DAMSTEDT.
 KK1744'
 KK1744'TO REACH THE STATION FROM THE COURT HOUSE IN BRIGHTON, GO WEST ON
 KK1744'STATE HIGHWAY 7 (BRIDGE STREET) FOR 4.6 MILES TO A CROSSROAD,
 KK1744'(QUEBEC STREET).  TURN LEFT AND GO SOUTH ON THE GRAVEL AND DIRT
 KK1744'ROAD FOR 2.7 MILES TO A PRIVATE DRIVEWAY ON THE LEFT.  TURN LEFT
 KK1744'AND GO EASTERLY, UPHILL, FOR 0.15 MILE TO A HOUSE ON THE RIGHT
 KK1744'AND THE STATION ON THE LEFT, ON THE HIGHEST POINT OF THE HILL.
 KK1744'
 KK1744'THE STATION MARK IS A STANDARD DISK STAMPED DAMSTEDT 1968, SET IN
 KK1744'THE TOP OF A 12-INCH ROUND CONCRETE POST THAT PROJECTS 5 INCHES
 KK1744'ABOVE THE SURFACE OF THE GROUND.  IT IS 38 FEET NORTHEAST OF A
 KK1744'POWER POLE WITH TRANSFORMER.
 KK1744'
 KK1744'REFERENCE MARK NO.1 IS A STANDARD DISK STAMPED DAMSTEDT NO 1 1968,
 KK1744'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT PROJECTS 5
 KK1744'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 8 FEET NORTH-EAST
 KK1744'OF THE POWER POLE WITH TRANSFORMER.
 KK1744'
 KK1744'REFERENCE MARK NO.2 IS A STANDARD DISK STAMPED DAMSTEDT NO 2
 KK1744'1968, SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT PROJECTS
 KK1744'5 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 48 FEET NORTH OF
 KK1744'THE POWER POLE WITH TRANSFORMER.
 KK1744'
 KK1744'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DAMSTEDT 1968, SET IN
 KK1744'THE TOP OF A 12-INCH ROUND CONCRETE POST THAT PROJECTS 3 INCHES
 KK1744'ABOVE THE SURFACE OF THE GROUND.  IT IS 19 FEET NORTH OF THE CENTER
 KK1744'OF A GRAVEL ROAD, 4.5 FEET WEST OF A TELEPHONE POLE, 2.5 FEET EAST
 KK1744'OF A METAL WITNESS POST AND 1.4 FEET SOUTH OF AN EAST-WEST FENCE
 KK1744'LINE.
 KK1744'
 KK1744'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF QUEBEC STREET
 KK1744'AND THE PRIVATE DRIVEWAY MENTIONED ABOVE, GO SOUTH ON QUEBEC STREET
 KK1744'FOR 0.4 MILE TO A GRAVEL ROAD LEFT, (136TH STREET).  TURN LEFT AND
 KK1744'GO EAST ON THE GRAVEL ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON
 KK1744'THE LEFT.
 KK1744'
 KK1744'HEIGHT OF LIGHT ABOVE STATION MARK 4.30 METERS.
 KK1744
 KK1744                          STATION RECOVERY (1970)
 KK1744
 KK1744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KK1744'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 KK1744'RECOVERED AND FOUND TO BE IN GOOD CONDITION AS PREVIOUSLY
 KK1744'DESCRIBED, THE MEASUREMENT TO REFERENCE MARK 2 WAS INCORRECT, A
 KK1744'DOUBLE CHECK WAS MADE AT THIS TIME.  DUE TO REFERENCE MARK 1 BEING
 KK1744'DESTROYED AND THE INCORRECT MEASUREMENT A NEW AND COMPLETE
 KK1744'DESCRIPTION FOLLOWS.
 KK1744'
 KK1744'THE STATION IS LOCATED ON A HIGH RIDGE ABOUT 7 MILES NORTHEAST OF
 KK1744'THORNTON, 5 MILES SOUTHWEST OF BRIGHTON AND 3 MILES NORTHWEST OF
 KK1744'HENDERSON ON PROPERTY OWNED BY MR. DANIEL MERRITT, IN THE
 KK1744'SOUTHWEST 1/4 OF SECTION 21, T 1 S, R 67 W.
 KK1744'
 KK1744'TO REACH THE STATION FROM THE COURT HOUSE IN BRIGHTON, GO WEST ON
 KK1744'STATE HIGHWAY 7 (BRIDGE STREET) FOR 4.6 MILE TO A CROSSROAD,
 KK1744'(QUEBEC STREET).  TURN LEFT AND GO SOUTH ON A GRAVEL AND DIRT ROAD
 KK1744'FOR 2.7 MILES TO A PRIVATE DRIVEWAY ON THE LEFT, (CONTINUE SOUTH
 KK1744'FOR 0.4 MILE TO A GRAVEL ROAD LEFT, 136TH STREET, TURN LEFT AND
 KK1744'GO EAST ON 136TH STREET FOR 0.3 MILE TO THE AZIMUTH MARK ON THE
 KK1744'LEFT).  TURN LEFT AND GO EASTERLY, UPHILL, FOR 0.15 MILE TO A
 KK1744'HOUSE ON THE RIGHT AND THE STATION ON THE LEFT ON THE
 KK1744'HIGHEST POINT OF THE HILL.
 KK1744'
 KK1744'THE STATION MARK IS A STANDARD DISK STAMPED DAMSTEDT 1968, SET IN
 KK1744'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 KK1744'3-INCHES ABOVE THE GROUND SURFACE.  IT IS 58 FEET EAST OF A
 KK1744'NORTH-SOUTH BARBED WIRE FENCE, 38 FEET NORTHEAST OF A POWER POLE
 KK1744'WITH TRANSFORMER.
 KK1744'
 KK1744'REFERENCE MARK 2, A STANDARD DISK STAMPED DAMSTEDT NO 2 1968, IS
 KK1744'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KK1744'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 52 FEET EAST OF
 KK1744'THE BARBED WIRE FENCE, 48 FEET NORTHEAST OF THE POWER LINE POLE
 KK1744'WITH TRANSFORMER AND ABOUT THE SAME ELEVATION AS THE STATION
 KK1744'MARK.
 KK1744'
 KK1744'REFERENCE MARK 3, A STANDARD DISK STAMPED DAMSTEDT NO 3 1968 1970,
 KK1744'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KK1744'IS SET FLUSH WITH THE GROUND SURFACE.  IT IS 29.5 FEET EAST THE
 KK1744'NORTH-SOUTH BARBED WIRE FENCE, 9.5 FEET NORTHEAST OF THE POWER
 KK1744'POLE WITH TRANSFORMER AND ABOUT THE SAME ELEVATION AS THE STATION
 KK1744'MARK.
 KK1744'
 KK1744'THE AZIMUTH MARK, A STANDARD DISK STAMPED DAMSTEDT 1968, IS SET
 KK1744'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KK1744'PROJECTS 2-INCHES ABOVE THE GROUND SURFACE.  IT IS 21 FEET NORTH
 KK1744'OF THE APPROXIMATE CENTER OF 136TH STREET, 4.5 FEET WEST OF A
 KK1744'POWER POLE, 2.4 FEET EAST-SOUTHEAST OF A METAL WITNESS POST AND
 KK1744'1.2 FEET SOUTH OF A EAST-WEST FENCE.
 KK1744'
 KK1744'HEIGHT OF LIGHT ABOVE STATION MARK 15 FEET.
 KK1744'
 KK1744'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KK1744'3 MILES NORTHWEST OF HENDERSON.
 KK1744
 KK1744                          STATION RECOVERY (1971)
 KK1744
 KK1744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KK1744'THE STATION MARK, REFERENCE MARK NO. 2, REFERENCE MARK NO. 3, AND
 KK1744'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KK1744'FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR
 KK1744'RECOVERY, AND THE DISTANCE AND DIRECTION TO ALL MARKS WERE
 KK1744'CHECKED.  ALSO, THE ANGLES TO AMEND 1968, HENDERSON (USGS) 1968,
 KK1744'AND THORNTON 1968 CHECKED.
 KK1744'
 KK1744'ON SEPTEMBER 9, 1971, MR. KEITH S. MERRITT, THE PROPERTY OWNER,
 KK1744'REQUESTED THAT THE STATION MARK AND REFERENCE MARKS BE MOVED,
 KK1744'BECAUSE HIS PLANS WERE TO BUILD A NEW HOUSE AT THE STATION SITE.
 KK1744'AT THIS TIME THE STATION WAS TRANSFERRED TO THE AZIMUTH MARK ON
 KK1744'OCTOBER 1, 1971.  THE STATION SITE WAS VISITED AND MR. MERRITT
 KK1744'WAS CONTACTED AND WE WERE INFORMED THAT HE HAD SOLD HIS
 KK1744'PROPERTY AND THE MARKS WOULD NOT BE DESTROYED.
 KK1744'
 KK1744'SINCE THIS PARTY WAS AT THE STATION SITE, DAMSTEDT 2 WAS
 KK1744'ESTABLISHED NEAR THE SITE OF THE AZIMUTH MARK IN CASE THE PROPERTY
 KK1744'OWNER EVER DECIDES TO BUILD AT THE SITE.
 KK1744'
 KK1744'STATIONS AMEND, HENDERSON (USGS) AND THORNTON WERE MEASURED WITH
 KK1744'THE MODEL 4L GEODIMETER AT DAMSTEDT 1968 AND DAMSTEDT 2.
 KK1744'
 KK1744'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KK1744'ABOUT 3 MILES NORTHWEST OF HENDERSON.
 KK1744
 KK1744                          STATION RECOVERY (1972)
 KK1744
 KK1744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 KK1744'THE STATION MARK, REFERENCE MARK 2 AND 3 AND THE AZIMUTH MARK WERE
 KK1744'RECOVERED AND FOUND IN GOOD CONDITION.  THE 1970 DESCRIPTION IS
 KK1744'ADEQUATE FOR RECOVERY OF THE STATION.
 KK1744'
 KK1744'THIS STATION WAS OCCUPIED THIS DATE FOR GEODIMETER MEASUREMENTS
 KK1744'AND LIGHTS WERE SHOWN TO OTHER STATIONS FOR HORIZONTAL ANGLE
 KK1744'MEASUREMENTS.
 KK1744'
 KK1744'NOTE--PERMISSION SHOULD BE OBTAINED FROM PROPERTY OWNER THAT
 KK1744'LIVES IN THE HOUSE SOUTH OF THE STATION SITE BEFORE ENTERING THE
 KK1744'PASTURE LAND THAT THE STATION IS LOCATED IN.
 KK1744'
 KK1744'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KK1744'5 MILES SOUTHWEST OF BRIGHTON.
 KK1744
 KK1744                          STATION RECOVERY (1976)
 KK1744
 KK1744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 KK1744'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  DISTANCE
 KK1744'AND DIRECTION TO REFERENCE 4 CHECKED, DISTANCE TO REFERENCE MARK 3
 KK1744'CHECKED ALSO BUT THE DIRECTION DIFFERED BY 3 MINUTES.
 KK1744'
 KK1744'THE ROUTE TO STATION WAS FOUND TO BE ADEQUATE.  LAND ON WHICH THE
 KK1744'STATION IS ESTABLISHED IS NOW OWNED AND OCCUPIED BY A MR. DALE
 KK1744'MITCHELL JR. WHO GAVE PERMISSION TO OCCUPY THE STATION.
 KK1744'
 KK1744'STATION IS A STATION MARK DISK, STAMPED DAMSTEDT 1968, SET IN THE
 KK1744'TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES.  MARK
 KK1744'IS ON A HIGH HILL, INSIDE A FENCED PASTURE, 58.7 FEET NORTH OF AN
 KK1744'EAST-WEST FENCELINE AND 38.4 FEET NORTH OF A POWERLINE POLE THAT
 KK1744'HAS TWO TRANSFORMERS.
 KK1744'
 KK1744'REFERENCE MARK 2 IS A REFERENCE MARK DISK, STAMPED DAMSTEDT NO 2
 KK1744'1968, SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 3
 KK1744'INCHES.  MARK IS 67.2 FEET NORTH OF THE EAST-WEST FENCELINE AND
 KK1744'48.3 FEET NORTHWEST OF THE POWERLINE POLE.
 KK1744'
 KK1744'REFERENCE MARK 3 IS A REFERENCE MARK DISK, STAMPED DAMSTEDT NO 3
 KK1744'1970, SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 1
 KK1744'INCH.  MARK IS 39.7 FEET NORTH OF THE EAST-WEST FENCELINE AND 9.3
 KK1744'FEET NORTH OF THE POWERLINE POLE.
 KK1744'
 KK1744'AZIMUTH MARK IS AN AZIMUTH MARK DISK, STAMPED DAMSTEDT 1968, SET IN
 KK1744'THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 3 INCHES.  MARK IS
 KK1744'27 FEET EAST OF A FENCE CORNER POST, 18 FEET NORTH OF THE
 KK1744'APPROXIMATE CENTER OF 136TH AVENUE, 5 FEET WEST OF A POWERLINE
 KK1744'POLE, 2.5 FEET EAST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF
 KK1744'AN EAST-WEST FENCELINE.
 KK1744'
 KK1744'DAMSTEDT 2 IS A STATION MARK DISK, STAMPED DAMSTEDT 2 1971, SET IN
 KK1744'THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 3 INCHES.  MARK IS
 KK1744'26 FEET WEST OF THE POWERLINE POLE, 19 FEET NORTH OF 136TH AVENUE,
 KK1744'21.3 FEET WEST OF DAMSTEDT AZIMUTH MARK 1968, 9 FEET EAST OF A
 KK1744'FENCE CORNER POST AND 2 FEET SOUTH OF AN EAST-WEST FENCELINE.
 KK1744'
 KK1744'HEIGHT OF LIGHT ABOVE STATION MARK 12.47 FEET.
 KK1744'
 KK1744'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KK1744'5 MILES SOUTHWEST OF BRIGHTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1743 ***********************************************************************
 KK1743  DESIGNATION -  DAMSTEDT 2
 KK1743  PID         -  KK1743
 KK1743  STATE/COUNTY-  CO/ADAMS
 KK1743  USGS QUAD   -  EASTLAKE (1994)
 KK1743
 KK1743                         *CURRENT SURVEY CONTROL
 KK1743  ___________________________________________________________________
 KK1743* NAD 83(1992)-  39 56 35.30537(N)    104 53 51.54665(W)     ADJUSTED  
 KK1743* NAVD 88     -      1576.5    (meters)    5172.     (feet)  GPS OBS   
 KK1743  ___________________________________________________________________
 KK1743  X           -  -1,259,231.751 (meters)                     COMP
 KK1743  Y           -  -4,733,321.488 (meters)                     COMP
 KK1743  Z           -   4,074,148.033 (meters)                     COMP
 KK1743  LAPLACE CORR-          -6.84  (seconds)                    DEFLEC99
 KK1743  ELLIP HEIGHT-        1558.79  (meters)          (12/03/02) GPS OBS
 KK1743  GEOID HEIGHT-         -17.67  (meters)                     GEOID03
 KK1743
 KK1743  HORZ ORDER  -  FIRST
 KK1743  ELLP ORDER  -  FOURTH    CLASS II
 KK1743
 KK1743.The horizontal coordinates were established by GPS observations
 KK1743.and adjusted by the National Geodetic Survey in May 1996..
 KK1743
 KK1743.The orthometric height was determined by GPS observations and a
 KK1743.high-resolution geoid model.
 KK1743
 KK1743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK1743
 KK1743.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1743
 KK1743.The ellipsoidal height was determined by GPS observations
 KK1743.and is referenced to NAD 83.
 KK1743
 KK1743.The geoid height was determined by GEOID03.
 KK1743
 KK1743;                    North         East     Units Scale Factor Converg.
 KK1743;SPC CO N     -   372,682.152   965,879.419   MT  0.99997118   +0 23 21.1
 KK1743;SPC CO N     - 1,222,708.03  3,168,889.39   sFT  0.99997118   +0 23 21.1
 KK1743;UTM  13      - 4,421,451.402   508,743.650   MT  0.99960094   +0 03 56.6
 KK1743
 KK1743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1743!SPC CO N     -   0.99975552  x   0.99997118  =   0.99972671
 KK1743!UTM  13      -   0.99975552  x   0.99960094  =   0.99935656
 KK1743
 KK1743                          SUPERSEDED SURVEY CONTROL
 KK1743
 KK1743  ELLIP H (05/15/96) 1558.85   (m)                       GP(       ) 3 1
 KK1743  NAD 83(1992)-  39 56 35.30556(N)    104 53 51.55189(W) AD(       ) 1
 KK1743  NAD 83(1986)-  39 56 35.29934(N)    104 53 51.55050(W) AD(       ) 1
 KK1743  NAD 27      -  39 56 35.35243(N)    104 53 49.63818(W) AD(       ) 1
 KK1743  NGVD 29 (07/19/86) 1575.7    (m)         5170.     (f) VERT ANG       
 KK1743
 KK1743.Superseded values are not recommended for survey control.
 KK1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1743.See file dsdata.txt to determine how the superseded data were derived.
 KK1743
 KK1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE0874421451(NAD 83)
 KK1743_MARKER: DS = TRIANGULATION STATION DISK
 KK1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK1743_STAMPING: DAMSTEDT 2 1971
 KK1743_MARK LOGO: CGS   
 KK1743_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1743+STABILITY: SURFACE MOTION
 KK1743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1743+SATELLITE: SATELLITE OBSERVATIONS - October 03, 1995
 KK1743
 KK1743  HISTORY     - Date     Condition        Report By
 KK1743  HISTORY     - 1971     MONUMENTED       NGS
 KK1743  HISTORY     - 19951003 GOOD             CHANCE
 KK1743
 KK1743                          STATION DESCRIPTION
 KK1743
 KK1743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KK1743'THE STATION IS LOCATED ABOUT 7 MILES NORTHEAST OF THORNTON, 5
 KK1743'MILES SOUTHWEST OF BRIGHTON, AND ON THE NORTH RIGHT-OF-WAY OF
 KK1743'AND EAST-WEST GRAVELED ROAD.
 KK1743'
 KK1743'TO REACH THE STATION FROM THE COURTHOUSE IN BRIGHTON, GO WEST
 KK1743'ON STATE HIGHWAY 7 FOR 4.6 MILES TO A CROSSROAD (QUEBEC
 KK1743'STREET).  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 3.1 MILES
 KK1743'TO A SIDEROAD LEFT (136TH STREET).  TURN LEFT AND GO EAST ON A
 KK1743'GRAVELED ROAD FOR 0.3 MILE TO A HOUSE AND STATION ON LEFT.
 KK1743'
 KK1743'STATION MARKS ARE STANDARD DISKS STAMPED DAMSTEDT 2 1971.  THE
 KK1743'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 KK1743'PROJECTS 3 INCHES.  IT IS 25.5 FEET WEST OF A POWERLINE POLE,
 KK1743'20 FEET NORTH OF CENTER OF A GRAVELED ROAD, 2 FEET SOUTH OF A
 KK1743'FENCE, AND 2 FEET WEST OF A PROJECTED LINE OF THE WEST SIDE OF
 KK1743'A HOUSE ON SOUTH SIDE OF ROAD.  THE UNDERGROUND MARK IS SET IN
 KK1743'THE TOP OF AN IRREGULAR MASS OF CONCRETE 3 FEET BELOW THE
 KK1743'SURFACE OF THE GROUND.
 KK1743'
 KK1743'REFERENCE MARK NO. 4, A STANDARD DISK, STAMPED DAMSTEDT 2 NO. 4
 KK1743'1971, IS CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE
 KK1743'FOUNDATION WHICH SURROUNDS A WATER METER.  IT IS 80 FEET EAST
 KK1743'OF THE CENTER OF A DRIVEWAY, 22 FEET SOUTH OF THE CENTERLINE OF
 KK1743'ROAD, AND 1 FOOT NORTHEAST OF THE CENTER OF METAL WATER METER.
 KK1743'
 KK1743'REFERENCE MARK NO. 5, (DAMSTEDT 1968 AZIMUTH MARK) A STANDARD
 KK1743'DISK STAMPED DAMSTEDT 1968 IS SET IN THE TOP OF A ROUND CONCRETE
 KK1743'POST WHICH PROJECTS 4 INCHES.  IT IS 19 FEET NORTH OF THE CENTER
 KK1743'OF THE GRAVELED ROAD, 4.5 FEET WEST OF A POWERLINE POLE,
 KK1743'2.5 FEET EAST OF A METAL WITNESS POST, AND 1.5 FEET SOUTH OF
 KK1743'A FENCE.
 KK1743'
 KK1743'NOTE--AMEND 1968 OR THE WATER TANKS ARE V.G. AND CAN BE USED AS
 KK1743'THE AZIMUTH MARK.
 KK1743'
 KK1743'DISTANCE OBTAINED, USING THE MODEL 4L(A) GEODIMETER AND
 KK1743'RANGER (EMI).
 KK1743
 KK1743                          STATION RECOVERY (1995)
 KK1743
 KK1743'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (FND)
 KK1743'STATION AND REFERENCE MARKS NO. 4 AND NO. 5 WERE RECOVERED IN GOOD
 KK1743'CONDITION AS DESCRIBED.  A NEW DESCRIPTION FOLLOWS$THE STATION IS
 KK1743'LOCATED NEAR THE NORTHEAST CORNER OF THE CITY OF THORNTON, ABOUT 5.5
 KK1743'MI (8.9 KM) SOUTHWEST OF BRIGHTON, 9.5 MI (15.3 KM) SOUTH-SOUTHEAST OF
 KK1743'DACONO, 11 MI (17.7 KM) SOUTHEAST OF ERIE, 8 MI (12.9 KM)
 KK1743'NORTH-NORTHWEST OF THE ROCKY MOUNTAIN ARSENAL, 2 MI (3.2 KM)
 KK1743'WEST-NORTHWEST OF THE SOUTH PLATTE RIVER, IN THE SOUTHWEST 1/4 OF
 KK1743'SECTION 21, T 1 S, R 67 W, 6TH P.M.  OWNERSHIP-- ADAMS COUNTY$TO REACH
 KK1743'THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 85 AND STATE
 KK1743'HIGHWAY 22 (E.  124TH AVENUE) , GO WEST ALONG HIGHWAY 22 (E. 124TH
 KK1743'AVENUE) FOR 0.65 MI (1.05 KM) TO THE INTERSECTION WITH OLD BRIGHTON
 KK1743'ROAD AND THE TERMINUS OF HIGHWAY 22.  CONTINUE AHEAD AND GO WEST ALONG
 KK1743'HENDERSON ROAD FOR 1.05 MI (1.69 KM) TO A T-INTERSECTION WITH
 KK1743'RIVERDALE ROAD.  TURN RIGHT AND GO NORTH ALONG RIVERDALE ROAD FOR 0.3
 KK1743'MI (0.5 KM) TO THE INTERSECTION WITH E.  128TH AVENUE ON THE LEFT.
 KK1743'CONTINUE AHEAD AND GO NORTH ALONG RIVERDALE ROAD FOR 0.4 MI (0.6 KM)
 KK1743'TO A WYE INTERSECTION WITH YOSEMITE STREET ON THE LEFT AND RIVERDALE
 KK1743'ROAD ON THE RIGHT.  BEAR LEFT AND GO NORTH ALONG YOSEMITE STREET
 KK1743'(GRAVEL) FOR 0.6 MI (1.0 KM) TO THE INTERSECTION WITH E. 136TH AVENUE.
 KK1743'TURN LEFT AND GO WEST ALONG E.  136TH AVENUE (GRAVEL) FOR 0.7 MI (1.1
 KK1743'KM) TO A FARM HOUSE SURROUNDED BY A WHITE RAIL FENCE ON THE LEFT AND
 KK1743'THE STATION ON THE RIGHT$THE STATION MARK IS A STANDARD CGS
 KK1743'TRIANGULATION STATION DISK STAMPED --DAMSTEDT 2 1971-- SET IN THE TOP
 KK1743'OF A ROUND CONCRETE POST 0.2 FT (6.1 CM) BELOW GROUND LEVEL.  IT IS 20
 KK1743'FT (6.1 M) NORTH OF THE CENTERLINE OF E.  136TH AVENUE, 5.3 FT (1.6 M)
 KK1743'SOUTHEAST OF THE EASTERLY ONE OF A PAIR OF WOODEN FENCE POSTS, 67.7 FT
 KK1743'(20.6 M) NORTHEAST OF A WOOD POST AT THE NORTHERLY ANGLE POINT OF THE
 KK1743'WHITE RAIL FENCE ALONG THE EAST SIDE OF THE WESTERLY DRIVEWAY ENTRANCE
 KK1743'TO THE FARM HOUSE (LOCATED ON THE SOUTH SIDE OF THE ROAD) , 21.4 FT
 KK1743'(6.5 M) WEST OF A CARSONITE WITNESS POST AT REFERENCE MARK NO. 5, AND
 KK1743'0.8 FT (24.4 CM) SOUTHEAST OF A CARSONITE WITNESS POST$DESCRIBED BY
 KK1743'F.N. DREXEL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0669 ***********************************************************************
 LM0669  DESIGNATION -  DANIELS
 LM0669  PID         -  LM0669
 LM0669  STATE/COUNTY-  CO/MOFFAT
 LM0669  USGS QUAD   -  CRAIG NE (1969)
 LM0669
 LM0669                         *CURRENT SURVEY CONTROL
 LM0669  ___________________________________________________________________
 LM0669* NAD 83(1992)-  40 44 01.71282(N)    107 30 43.46626(W)     ADJUSTED  
 LM0669* NAVD 88     -      2171.     (meters)    7123.     (feet)  SCALED    
 LM0669  ___________________________________________________________________
 LM0669  LAPLACE CORR-          11.62  (seconds)                    DEFLEC99
 LM0669  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 LM0669
 LM0669  HORZ ORDER  -  THIRD
 LM0669
 LM0669.The horizontal coordinates were established by classical geodetic methods
 LM0669.and adjusted by the National Geodetic Survey in January 1993..
 LM0669
 LM0669.The orthometric height was scaled from a topographic map.
 LM0669
 LM0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0669
 LM0669.The geoid height was determined by GEOID03.
 LM0669
 LM0669;                    North         East     Units Scale Factor Converg.
 LM0669;SPC CO N     -   462,229.286   744,452.269   MT  0.99999234   -1 18 00.2
 LM0669;SPC CO N     - 1,516,497.25  2,442,423.82   sFT  0.99999234   -1 18 00.2
 LM0669;UTM  13      - 4,512,243.584   287,872.836   MT  1.00015389   -1 38 23.5
 LM0669
 LM0669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0669!SPC CO N     -   0.99966175  x   0.99999234  =   0.99965409
 LM0669!UTM  13      -   0.99966175  x   1.00015389  =   0.99981559
 LM0669
 LM0669|---------------------------------------------------------------------|
 LM0669| PID    Reference Object                     Distance      Geod. Az  |
 LM0669|                                                           dddmmss.s |
 LM0669| CP4794 DANIELS RM 1                          7.754 METERS 11412     |
 LM0669| CP4793 DANIELS AZ MK                                      1552500.5 |
 LM0669| CP4795 DANIELS RM 2                          8.650 METERS 22054     |
 LM0669|---------------------------------------------------------------------|
 LM0669
 LM0669                          SUPERSEDED SURVEY CONTROL
 LM0669
 LM0669  NAD 83(1986)-  40 44 01.71226(N)    107 30 43.45362(W) AD(       ) 3
 LM0669  NAD 27      -  40 44 01.82400(N)    107 30 41.21900(W) AD(       ) 3
 LM0669
 LM0669.Superseded values are not recommended for survey control.
 LM0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0669.See file dsdata.txt to determine how the superseded data were derived.
 LM0669
 LM0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF8787312244(NAD 83)
 LM0669_MARKER: DS = TRIANGULATION STATION DISK
 LM0669_SETTING: 66 = SET IN ROCK OUTCROP
 LM0669
 LM0669  HISTORY     - Date     Condition        Report By
 LM0669  HISTORY     - 1937     MONUMENTED       CGS
 LM0669  HISTORY     - 1948     GOOD             CGS
 LM0669  HISTORY     - 1953     GOOD             FAS
 LM0669
 LM0669                          STATION DESCRIPTION
 LM0669
 LM0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LM0669'THIS STATION IS 16 MILES N OF CRAIG, COLORADO, ON A FLAT-TOP
 LM0669'BENCH WHICH IS AN EXTENSION OF LITTLE BUCK MOUNTAIN.
 LM0669'
 LM0669'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD DISKS
 LM0669'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.  THE STATION
 LM0669'MARK IS SURROUNDED BY A TRIANGLE CHISELED IN THE ROCK.
 LM0669'
 LM0669'REFERENCE MARK NO. 1 IS IN OUTCROP BOULDER ABOUT 2 FEET HIGH
 LM0669'AND 2 FEET SQUARE, AND ABOUT 2 FEET LOWER THAN STATION.
 LM0669'
 LM0669'REFERENCE MARK NO. 2 IS IN SPLIT OUTCROP ABOUT 2 FEET IN
 LM0669'DIAMETER AND 1/2 FOOT HIGH, AND IS ABOUT SAME ELEVATION
 LM0669'AS STATION.
 LM0669'
 LM0669'AZIMUTH MARK IS ABOUT 1/3 MILE SSE OF THE STATION ON NE
 LM0669'SLOPE OF A SMALL RIDGE.  ABOUT 125 YARDS SSW ALONG FENCE FROM
 LM0669'GATE MENTIONED IN ROUTE TO STATION.  AND ABOUT 43 PACES N
 LM0669'FROM A FENCE CORNER.  AND 12 FEET E OF THE FENCE LINE.  IT IS
 LM0669'IN A BOULDER 2 FEET HIGH AND 18 INCHES SQUARE (APPROX.).
 LM0669'
 LM0669'TO REACH FROM CRAIG, COLORADO, GO N ON STATE HIGHWAY 13 FOR
 LM0669'13.6 MILES TO A LARGE TWO-STORY RANCH HOUSE WHERE ROAD MAKES
 LM0669'A SHARP LEFT AND THEN RIGHT TURN WITH A SMALL WOOD TRUSS
 LM0669'BRIDGE ON SECOND TURN.  THEN GO N ON MAIN-TRAVELED ROAD 4.5 MILES
 LM0669'TO A LOG RANCH HOUSE WITH A WIND GENERATOR ON TOP (HOUSE
 LM0669'ON E SIDE OF ROAD).  (NOTE--DISTANCES THUS FAR MAY NOT CHECK
 LM0669'EXACTLY AS A NEW ROAD WAS UNDER CONSTRUCTION DURING 1937).
 LM0669'TURN THROUGH GATE INTO YARD, CROSS TO SE CORNER OF YARD, AND
 LM0669'THROUGH TWO GATES WITH SMALL BRIDGE BETWEEN A DISTANCE OF 0.1
 LM0669'MILE.  CONTINUE ON THIS ROAD 0.3 MILE TO ANOTHER WIRE GATE.
 LM0669'THEN CONTINUE 0.4 MILE TO ANOTHER GATE.  THEN ALONG SAME
 LM0669'MAIN-TRAVELED ROAD 0.3 MILE TO A FORK ON A HILLSIDE WHERE A
 LM0669'RANCH APPEARS TO THE LEFT AHEAD.  TURN RIGHT AND FOLLOW
 LM0669'RIGHT FORK E UP HILL 0.5 MILE TO A FORK AND WIRE GATE IN
 LM0669'FENCE AHEAD.  (AT THIS POINT THE AZIMUTH MARK LIES 125
 LM0669'YARDS--PACED DISTANCE--SSW ALONG FENCE LINE AND 12 FEET E OF
 LM0669'IT).  CONTINUING TO THE STATION, TURN LEFT AT GATE AND FOLLOW
 LM0669'SIDE HILL ROAD OUTSIDE OF FENCE NW AND N 0.2 MILE TO A WIRE
 LM0669'GATE.  GO THROUGH GATE AND CONTINUE TO TOP OF BENCH 0.2
 LM0669'MILE.  STATION LIES 70 FEET (PACED DISTANCE) SW OF CENTER LINE
 LM0669'OF ROAD AT MIDDLE OF S-CURVE.  IT IS ON HIGHEST PART OF BENCH
 LM0669'KNOWN AS FLORY MESA AND ABOUT 1/3 MILE NW OF THE FLORY RANCH
 LM0669'BUILDINGS.  IT IS IN OUTCROP BEDROCK ABOUT 1 FOOT HIGH AND 4
 LM0669'FEET IN DIAMETER.
 LM0669'
 LM0669'NOTE--ALL DISTANCES GIVEN IN FEET OR METERS ARE EXACT MEASUREMENTS
 LM0669'IN FIELD, EXCEPT AS OTHERWISE NOTED.
 LM0669'
 LM0669'NOTE--SW COR SHACK MOST SOUTHWESTERLY OF GROUP.
 LM0669
 LM0669                          STATION RECOVERY (1948)
 LM0669
 LM0669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CFO)
 LM0669'STATION VISITED AND ALL THE MARKS WERE FOUND IN GOOD CONDITION.
 LM0669'THE ORIGINAL DESCRIPTION TO REACH IS NO VALUE DUE TO BUILDING
 LM0669'A NEW HIGHWAY.  REACHED FROM THE HIGHWAY JUNCTIONS IN CRAIG
 LM0669'BY GOING NORTHERLY ON STATE HIGHWAY 13 FOR 11.1 MILES TO CONCRETE
 LM0669'BRIDGE OVER FORTIFICATION CREEK, CONTINUE ON HIGHWAY AND GO
 LM0669'7.3 MILES TO B. DRYDEN MAIL BOX ON RIGHT AND TWO IRON GATES
 LM0669'ONE ON EAST SIDE OF THE ROAD, AND OLD LOG HOUSE AND RANCH
 LM0669'BUILDINGS ABOUT 0.25 MILES WESTERLY, GO THRU GATE ON RIGHT
 LM0669'EAST AND FOLLOW ROAD 0.2 TO GATE, CONTINUE 0.7 MILE TO A FORK
 LM0669'AND RANCH BUILDINGS ON LEFT, KEEP RIGHT FORK AND FOLLOW
 LM0669'ROAD 0.55 MILE TO FORK AND FENCE CORNER, (AZIMUTH WILL BE
 LM0669'FOUND AT THIS CORNER AS ORIGINALLY DESCRIBED) HERE TAKE THE
 LM0669'LEFT FORK AND FOLLOW ROAD TO TOP OF HILL 0.4 MILE AND STATION ON
 LM0669'LEFT.
 LM0669
 LM0669                          STATION RECOVERY (1953)
 LM0669
 LM0669'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1953
 LM0669'$
 LM0669'STATIONS AND REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.
 LM0669'REVISED DESCRIPTION ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3569 ***********************************************************************
 AI3569  DESIGNATION -  DANISH
 AI3569  PID         -  AI3569
 AI3569  STATE/COUNTY-  CO/BOULDER
 AI3569  USGS QUAD   -  BOULDER (1979)
 AI3569
 AI3569                         *CURRENT SURVEY CONTROL
 AI3569  ___________________________________________________________________
 AI3569* NAD 83(1992)-  40 04 41.46078(N)    105 21 17.74841(W)     ADJUSTED  
 AI3569* NAVD 88     -      2366.2    (meters)    7763.     (feet)  GPS OBS   
 AI3569  ___________________________________________________________________
 AI3569  X           -  -1,294,575.154 (meters)                     COMP
 AI3569  Y           -  -4,714,407.191 (meters)                     COMP
 AI3569  Z           -   4,086,145.829 (meters)                     COMP
 AI3569  LAPLACE CORR-         -25.25  (seconds)                    DEFLEC99
 AI3569  ELLIP HEIGHT-        2351.43  (meters)          (12/03/02) GPS OBS
 AI3569  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 AI3569
 AI3569  HORZ ORDER  -  FIRST
 AI3569  ELLP ORDER  -  FOURTH    CLASS II
 AI3569
 AI3569.The horizontal coordinates were established by GPS observations
 AI3569.and adjusted by the National Geodetic Survey in February 2000..
 AI3569
 AI3569.The orthometric height was determined by GPS observations and a
 AI3569.high-resolution geoid model.
 AI3569
 AI3569.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3569
 AI3569.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3569
 AI3569.The ellipsoidal height was determined by GPS observations
 AI3569.and is referenced to NAD 83.
 AI3569
 AI3569.The geoid height was determined by GEOID03.
 AI3569
 AI3569;                    North         East     Units Scale Factor Converg.
 AI3569;SPC CO N     -   387,511.418   926,775.282   MT  0.99996136   +0 05 37.4
 AI3569;SPC CO N     - 1,271,360.38  3,040,595.24   sFT  0.99996136   +0 05 37.4
 AI3569;UTM  13      - 4,436,495.235   469,737.820   MT  0.99961127   -0 13 42.7
 AI3569
 AI3569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3569!SPC CO N     -   0.99963125  x   0.99996136  =   0.99959263
 AI3569!UTM  13      -   0.99963125  x   0.99961127  =   0.99924266
 AI3569
 AI3569                          SUPERSEDED SURVEY CONTROL
 AI3569
 AI3569  ELLIP H (02/17/00) 2351.45   (m)                       GP(       ) 4 2
 AI3569
 AI3569.Superseded values are not recommended for survey control.
 AI3569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3569.See file dsdata.txt to determine how the superseded data were derived.
 AI3569
 AI3569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE6973836495(NAD 83)
 AI3569_MARKER: DH = HORIZONTAL CONTROL DISK
 AI3569_SETTING: 66 = SET IN ROCK OUTCROP
 AI3569_STAMPING: DANISH 1999
 AI3569_MARK LOGO: NGS   
 AI3569_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3569_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI3569+STABILITY: POSITION/ELEVATION WELL
 AI3569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3569+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3569
 AI3569  HISTORY     - Date     Condition        Report By
 AI3569  HISTORY     - 1999     MONUMENTED       NGS
 AI3569
 AI3569                          STATION DESCRIPTION
 AI3569
 AI3569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI3569'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) NORTHWEST OF BOULDER, 3.5
 AI3569'MI (5.6 KM) NORTHEAST OF GOLD HILL AND 3 MI (4.8 KM) SOUTH-SOUTHEAST
 AI3569'OF JAMESTOWN, IN THE SOUTHWEST 1/4 OF SECTION 4, T 1 N, R 71 W.
 AI3569'OWNERSHIP--COUNTY PUBLIC LAND
 AI3569'TO REACH THE STATION FROM THE INTERSECTION OF BROADWAY AND LEE HILL
 AI3569'ROAD IN NORTH BOULDER, GO WESTERLY ON LEE HILL ROAD FOR 1.3 MI (2.1
 AI3569'KM) TO THE INTERSECTION OF LEE HILL ROAD AND OLDE STAGE ROAD. CONTINUE
 AI3569'AHEAD ON LEE HILL ROAD FOR 3.0 MI (4.8 KM) TO A SIDE ROAD LEFT, DEER
 AI3569'TRAIL ROAD.  TURN LEFT, SOUTHWESTERLY, FOR 1.45 MI (2.33 KM) TO THE
 AI3569'END OF PAVEMENT.  CONTINUE AHEAD, WEST, FOR 0.05 MI (0.08 KM) AT THE
 AI3569'INTERSECTION OF OVERLOOK LANE AND BOULDER HEIGHTS FIRE DEPARTMENT
 AI3569'STATION NUMBER ONE
 AI3569'THE MARK IS A STANDARD DISK SET IN A DRILL HOLE IN A GRANITE ROCK
 AI3569'OUTCROP MEASURING 1.0 M (3.3 FT) BY 0.6 M (2.0 FT) AND PROJECTING 15
 AI3569'CM ABOVE THE GROUND.  IT IS 39.7 M (130.2 FT) NORTH FROM THE NORTHEAST
 AI3569'CORNER OF THE FIRE STATION, 17.6 M (57.7 FT) SOUTHWEST FROM A 0.7 M
 AI3569'(2.3 FT) PINE TREE IN A TRAFFIC ISLAND, 15.2 M (49.9 FT)
 AI3569'SOUTH-SOUTHEAST FROM THE CENTER OF DEER TRAIL ROAD, 14.7 M (48.2 FT)
 AI3569'NORTH FROM A WATER WELL AT THE FIRE STATION, 10.1 M (33.1 FT) WEST
 AI3569'FROM THE CENTER OF OVERLOOK LANE AND 3.3 M (10.8 FT) NORTH FROM A
 AI3569'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1197 ***********************************************************************
 JK1197  DESIGNATION -  DANVERS
 JK1197  PID         -  JK1197
 JK1197  STATE/COUNTY-  CO/TELLER
 JK1197  USGS QUAD   -  MOUNT BIG CHIEF (1994)
 JK1197
 JK1197                         *CURRENT SURVEY CONTROL
 JK1197  ___________________________________________________________________
 JK1197* NAD 83(1992)-  38 41 12.61114(N)    104 56 51.74810(W)     ADJUSTED  
 JK1197* NAVD 88     -      3078.6    (meters)   10100.     (feet)  VERTCON   
 JK1197  ___________________________________________________________________
 JK1197  LAPLACE CORR-         -17.07  (seconds)                    DEFLEC99
 JK1197  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 JK1197
 JK1197  HORZ ORDER  -  THIRD
 JK1197
 JK1197.The horizontal coordinates were established by classical geodetic methods
 JK1197.and adjusted by the National Geodetic Survey in January 1993..
 JK1197
 JK1197.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1197
 JK1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1197
 JK1197.The geoid height was determined by GEOID03.
 JK1197
 JK1197;                    North         East     Units Scale Factor Converg.
 JK1197;SPC CO C     -   399,691.630   962,452.968   MT  0.99996188   +0 20 54.0
 JK1197;SPC CO C     - 1,311,321.62  3,157,647.78   sFT  0.99996188   +0 20 54.0
 JK1197;UTM  13      - 4,282,026.717   504,547.965   MT  0.99960025   +0 01 57.7
 JK1197
 JK1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1197!SPC CO C     -   0.99951971  x   0.99996188  =   0.99948161
 JK1197!UTM  13      -   0.99951971  x   0.99960025  =   0.99912016
 JK1197
 JK1197:                Primary Azimuth Mark                     Grid Az
 JK1197:SPC CO C     -  PECKS                                    250 32 23.1
 JK1197:UTM  13      -  PECKS                                    250 51 19.4
 JK1197
 JK1197|---------------------------------------------------------------------|
 JK1197| PID    Reference Object                     Distance      Geod. Az  |
 JK1197|                                                           dddmmss.s |
 JK1197| JK1253 PECKS                               APPROX. 5.3 KM 2505317.1 |
 JK1197|---------------------------------------------------------------------|
 JK1197
 JK1197                          SUPERSEDED SURVEY CONTROL
 JK1197
 JK1197  NAD 83(1986)-  38 41 12.59850(N)    104 56 51.74358(W) AD(       ) 3
 JK1197  NAD 27      -  38 41 12.61559(N)    104 56 49.81492(W) AD(       ) 3
 JK1197  NGVD 29 (07/19/86) 3077.3    (m)        10096.     (f) VERT ANG       
 JK1197
 JK1197.Superseded values are not recommended for survey control.
 JK1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1197.See file dsdata.txt to determine how the superseded data were derived.
 JK1197
 JK1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC0454882027(NAD 83)
 JK1197_MARKER: DD = SURVEY DISK
 JK1197_SETTING: 80 = SET IN A BOULDER
 JK1197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK1197+STABILITY: SURFACE MOTION
 JK1197
 JK1197  HISTORY     - Date     Condition        Report By
 JK1197  HISTORY     - 1947     MONUMENTED       USGS
 JK1197
 JK1197                          STATION DESCRIPTION
 JK1197
 JK1197'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JK1197'POINT IS LOCATED IN SEC. 1, T 16 S, R 68 W, APPROXIMATELY 6.5 MI. S.
 JK1197'OF ROSEMONTE, TELLER COUNTY, COLORADO.
 JK1197'
 JK1197'TO REACH BY AUTO, TRAVEL FROM ROSEMONTE, TELLER COUNTY, COLORADO, 0.8
 JK1197'MI. TOWARD CRIPPLE CREEK.  TURN S. ALONG E. BEAVER CREEK 2.4 MI.,
 JK1197'THEN TURN E. AND TRAVEL APPROXIMATELY 1.5 MI. TO THE GATE OF THE L.M.
 JK1197'RANCH.  PROCEED ALONG SAME RD. 0.5 MI. TO RD. FORK IN SADDLE.  TAKE
 JK1197'S. FORK AND CONTINUE S. 0.6 MI.  TURN E. FOR 0.7 MI.  STATION LIES
 JK1197'200 YDS. E. ON ROCKY TOP.
 JK1197'
 JK1197'STATION MARK--STANDARD TABLET SET IN A BOULDER AND STAMPED ---DANVERS
 JK1197'1947---.
 JK1197'
 JK1197'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN A BOULDER AND
 JK1197'STAMPED ---DANVERS RM 1---, 13.6 FT. DISTANT, S 07 DEG 06 MIN E.
 JK1197'
 JK1197'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN A BOULDER AND
 JK1197'STAMPED ---DANVERS RM 2---, 7.8 FT. DISTANT, N 81 DEG 07 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0648 ***********************************************************************
 LK0648  DESIGNATION -  DARBY
 LK0648  PID         -  LK0648
 LK0648  STATE/COUNTY-  CO/LOGAN
 LK0648  USGS QUAD   -  NORTH STERLING RESERVOIR (1978)
 LK0648
 LK0648                         *CURRENT SURVEY CONTROL
 LK0648  ___________________________________________________________________
 LK0648* NAD 83(1992)-  40 52 04.12134(N)    103 21 09.02898(W)     ADJUSTED  
 LK0648* NAVD 88     -      1331.6    (meters)    4369.     (feet)  GPS OBS   
 LK0648  ___________________________________________________________________
 LK0648  X           -  -1,115,724.926 (meters)                     COMP
 LK0648  Y           -  -4,700,602.755 (meters)                     COMP
 LK0648  Z           -   4,152,191.764 (meters)                     COMP
 LK0648  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 LK0648  ELLIP HEIGHT-        1312.38  (meters)          (12/03/02) GPS OBS
 LK0648  GEOID HEIGHT-         -19.29  (meters)                     GEOID03
 LK0648
 LK0648  HORZ ORDER  -  FIRST
 LK0648  ELLP ORDER  -  FOURTH    CLASS II
 LK0648
 LK0648.The horizontal coordinates were established by GPS observations
 LK0648.and adjusted by the National Geodetic Survey in July 1996..
 LK0648
 LK0648.The orthometric height was determined by GPS observations and a
 LK0648.high-resolution geoid model.
 LK0648
 LK0648.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0648
 LK0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0648
 LK0648.The ellipsoidal height was determined by GPS observations
 LK0648.and is referenced to NAD 83.
 LK0648
 LK0648.The geoid height was determined by GEOID03.
 LK0648
 LK0648;                    North         East     Units Scale Factor Converg.
 LK0648;SPC CO N     -   477,374.207 1,095,426.938   MT  1.00001480   +1 23 15.2
 LK0648;SPC CO N     - 1,566,185.21  3,593,913.21   sFT  1.00001480   +1 23 15.2
 LK0648;UTM  13      - 4,525,389.296   638,835.835   MT  0.99983725   +1 04 41.3
 LK0648
 LK0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0648!SPC CO N     -   0.99979418  x   1.00001480  =   0.99980898
 LK0648!UTM  13      -   0.99979418  x   0.99983725  =   0.99963146
 LK0648
 LK0648|---------------------------------------------------------------------|
 LK0648| PID    Reference Object                     Distance      Geod. Az  |
 LK0648|                                                           dddmmss.s |
 LK0648| CP6946 DARBY RM 1                           19.504 METERS 06749     |
 LK0648| LK0625 BUCHANAN WESTERN UNION MAST         APPROX.10.9 KM 0744028.9 |
 LK0648| LK0626 HALLIBURTON CO RADIO MAST           APPROX.12.5 KM 0750240.7 |
 LK0648| LK0623 BUCHANAN COUNTY RADIO MAST          APPROX.10.7 KM 0754335.0 |
 LK0648| CP6945 DARBY AZ MK                                        1304221.7 |
 LK0648| CP6947 DARBY RM 2                           15.231 METERS 20043     |
 LK0648|---------------------------------------------------------------------|
 LK0648
 LK0648                          SUPERSEDED SURVEY CONTROL
 LK0648
 LK0648  ELLIP H (10/08/96) 1312.41   (m)                       GP(       ) 1 1
 LK0648  ELLIP H (07/08/96) 1312.67   (m)                       GP(       ) 1 1
 LK0648  NAD 83(1992)-  40 52 04.11561(N)    103 21 09.03096(W) AD(       ) 2
 LK0648  NAD 83(1986)-  40 52 04.11304(N)    103 21 09.02924(W) AD(       ) 2
 LK0648  NAD 27      -  40 52 04.16570(N)    103 21 07.28100(W) AD(       ) 2
 LK0648
 LK0648.Superseded values are not recommended for survey control.
 LK0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0648.See file dsdata.txt to determine how the superseded data were derived.
 LK0648
 LK0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF3883625389(NAD 83)
 LK0648_MARKER: DS = TRIANGULATION STATION DISK
 LK0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0648_STAMPING: DARBY 1963
 LK0648_MARK LOGO: CGS   
 LK0648_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LK0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0648+STABILITY: SURFACE MOTION
 LK0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0648+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1995
 LK0648
 LK0648  HISTORY     - Date     Condition        Report By
 LK0648  HISTORY     - 1963     MONUMENTED       CGS
 LK0648  HISTORY     - 19950628 GOOD             MSAM
 LK0648
 LK0648                          STATION DESCRIPTION
 LK0648
 LK0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 LK0648'THE STATION IS LOCATED ABOUT 17 MILES NORTH AND 8 MILES WEST
 LK0648'OF STERLING, 5-1/2 MILES NORTHWEST OF THE NORTHWEST TIP OF
 LK0648'THE STERLING RESERVOIR, ON THE HIGHEST POINT AND NEAR THE
 LK0648'SOUTH RIM OF A PROMINENT BUTTE, NEAR THE CENTER OF SEC. 1
 LK0648'T10N R54W, AND ON PROPERTY OWNED BY THE CORISSANT BROTHERS.
 LK0648'
 LK0648'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 14
 LK0648'AND U.S. HIGHWAY 6 (MAIN STREET AND FOURTH STREET) IN STERLING, GO
 LK0648'WEST ON STATE HIGHWAY 14 FOR 0.6 MILE TO SEVENTH AVENUE.  TURN
 LK0648'RIGHT AND GO NORTH ON THE SURFACED ROAD FOR 13.5 MILES TO A
 LK0648'CROSSROAD.  TURN LEFT AND GO WEST FOR 6.0 MILES TO A
 LK0648'T-INTERSECTION.  TURN RIGHT AND GO NORTH FOR 3.0 MILES TO A STOCK
 LK0648'GUARD AND THE AZIMUTH MARK ON THE LEFT, WEST, SIDE OF THE
 LK0648'ROAD.  CONTINUE AHEAD, NORTH, FOR 1.1 MILES TO A Y-FORK.
 LK0648'TAKE THE LEFT FORK, NORTHWEST, FOR 0.05 MILE TO A Y-FORK.
 LK0648'TAKE THE LEFT FORK, WEST, FOR 0.15 MILE TO A DIM Y-FORK.
 LK0648'TAKE THE LEFT FORK AND FOLLOW THE TRACK ROAD SOUTHERLY FOR
 LK0648'0.9 MILE TO THE END OF THE TRACK ROAD NEAR THE SOUTH
 LK0648'RIM OF THE BUTTE.  THE STATION IS 184 FEET SOUTHEAST OF THIS
 LK0648'POINT.
 LK0648'
 LK0648'THE STATION MARK, STAMPED DARBY 1963, IS A STANDARD DISK SET
 LK0648'IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT PROJECTS
 LK0648'5 INCHES.  IT IS 4.2 FEET SOUTHEAST OF A WITNESS POST.
 LK0648'
 LK0648'REFERENCE MARK NO. 1, STAMPED DARBY NO 1 1963, IS A STANDARD
 LK0648'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT
 LK0648'PROJECTS 6 INCHES.  IT IS 67.6 FEET EAST-NORTHEAST OF THE
 LK0648'WITNESS POST.
 LK0648'
 LK0648'REFERENCE MARK NO. 2, STAMPED DARBY NO 2 1963, IS A STANDARD
 LK0648'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT
 LK0648'PROJECTS 3 INCHES.  IT IS 49.4 FEET SOUTH OF THE WITNESS POST.
 LK0648'
 LK0648'IT IS 104.6 FEET OR 31.92 METERS BETWEEN THE REFERENCE MARKS.
 LK0648'
 LK0648'THE AZIMUTH MARK STAMPED DARBY 1963, IS A STANDARD DISK SET
 LK0648'IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT PROJECTS
 LK0648'2 INCHES.  IT IS 36 FEET WEST OF THE CENTER OF THE ROAD,
 LK0648'3 FEET WEST-NORTHWEST OF A FENCE CORNER, 1 FOOT NORTH OF
 LK0648'A FENCE, AND 3.0 FEET EAST OF A WITNESS POST.
 LK0648
 LK0648                          STATION RECOVERY (1995)
 LK0648
 LK0648'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0648'OWNERSHIP--CENTRAL GRAIN, CONTACT MR.  CHRIS DINSDALE (970) 522-5386.
 LK0648'ADDED A FIBERGLASS WITNESS POST 4 FT (1.2 M) NORTH OF THE MARK.  RM 1,
 LK0648'RM 2 AND THE AZIMUTH MARK WERE ALSO RECOVERED IN GOOD CONDITON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1606 ***********************************************************************
 KK1606  DESIGNATION -  DARK
 KK1606  PID         -  KK1606
 KK1606  STATE/COUNTY-  CO/ELBERT
 KK1606  USGS QUAD   -  SIMLA (1979)
 KK1606
 KK1606                         *CURRENT SURVEY CONTROL
 KK1606  ___________________________________________________________________
 KK1606* NAD 83(1992)-  39 11 04.99670(N)    104 05 28.40110(W)     ADJUSTED  
 KK1606* NAVD 88     -      1923.2    (meters)    6310.     (feet)  VERTCON   
 KK1606  ___________________________________________________________________
 KK1606  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 KK1606  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 KK1606
 KK1606  HORZ ORDER  -  SECOND
 KK1606
 KK1606.The horizontal coordinates were established by classical geodetic methods
 KK1606.and adjusted by the National Geodetic Survey in January 1993..
 KK1606
 KK1606.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1606
 KK1606.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1606
 KK1606.The geoid height was determined by GEOID03.
 KK1606
 KK1606;                    North         East     Units Scale Factor Converg.
 KK1606;SPC CO C     -   455,758.437 1,036,108.653   MT  0.99993697   +0 53 18.6
 KK1606;SPC CO C     - 1,495,267.47  3,399,299.81   sFT  0.99993697   +0 53 18.6
 KK1606;UTM  13      - 4,337,668.932   578,488.283   MT  0.99967585   +0 34 27.2
 KK1606
 KK1606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1606!SPC CO C     -   0.99970129  x   0.99993697  =   0.99963827
 KK1606!UTM  13      -   0.99970129  x   0.99967585  =   0.99937723
 KK1606
 KK1606|---------------------------------------------------------------------|
 KK1606| PID    Reference Object                     Distance      Geod. Az  |
 KK1606|                                                           dddmmss.s |
 KK1606| CP6951 DARK RM 1                            11.065 METERS 00105     |
 KK1606| CP6952 DARK RM 2                            12.515 METERS 08743     |
 KK1606| KK1605 SIMLA                               APPROX. 5.5 KM 1725225.6 |
 KK1606|---------------------------------------------------------------------|
 KK1606
 KK1606                          SUPERSEDED SURVEY CONTROL
 KK1606
 KK1606  NAD 83(1986)-  39 11 04.98808(N)    104 05 28.39729(W) AD(       ) 2
 KK1606  NAD 27      -  39 11 05.03214(N)    104 05 26.54283(W) AD(       ) 2
 KK1606  NGVD 29 (07/19/86) 1922.3    (m)         6307.     (f) VERT ANG       
 KK1606
 KK1606.Superseded values are not recommended for survey control.
 KK1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1606.See file dsdata.txt to determine how the superseded data were derived.
 KK1606
 KK1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED7848837669(NAD 83)
 KK1606_MARKER: Z = SEE DESCRIPTION
 KK1606_SETTING: 0 = UNSPECIFIED SETTING
 KK1606
 KK1606  HISTORY     - Date     Condition        Report By
 KK1606  HISTORY     - 1970     MONUMENTED       USGS
 KK1606
 KK1606                          STATION DESCRIPTION
 KK1606
 KK1606'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEP)
 KK1606'STATION IS LOCATED WEST 13 DEGREES SOUTH ABOUT 23 MILES AIRLINE
 KK1606'FROM LIMON, COLORADO.  EAST 42 DEGREES NORTH ABOUT 15.5 MILES
 KK1606'AIRLINE FROM CALHAN, COLORADO.  ON A HIGH, PROMINENT, GRASSY
 KK1606'HILL.  ABOUT 500 FEET WEST OF A GRAVEL ROAD.  7 FEET NORTH OF A
 KK1606'USGS WITNESS SIGN MOUNTED ON A METAL POST.  ON LAND OWNED BY
 KK1606'SCOTT RICHARDSON, SIMLA, COLORADO.
 KK1606'
 KK1606'TO REACH THE STATION FROM THE POST OFFICE AT SIMLA, COLORADO,
 KK1606'PROCEED NORTH ON GRADED ROAD 2.7 MILES TO GATE ON LEFT
 KK1606'(WEST).  PASS THROUGH GATE AND PROCEED 0.1 MILE SOUTHWEST CROSS
 KK1606'COUNTRY TO TOP OF HILL AND THE STATION.
 KK1606'
 KK1606'ALL MARKS ARE USGS BRASS TABLETS SOLDERED TO COPPER COATED STEEL
 KK1606'RODS CENTERED IN TILE 6 INCHES IN DIAMETER AND 12 INCHES LONG
 KK1606'FILLED WITH GRAVEL AND SET FLUSH WITH GROUND LEVEL.
 KK1606'
 KK1606'STATION MARK IS A ROD DRIVEN 10 FEET TO REFUSAL.  TABLET STAMPED
 KK1606'DARK ET 1970.
 KK1606'
 KK1606'REFERENCE MARK NO. 1 IS A ROD DRIVEN 10 FEET TO REFUSAL.  TABLET
 KK1606'STAMPED DARK ET 1 1970.
 KK1606'
 KK1606'REFERENCE MARK NO. 2 IS A ROD DRIVEN 10 FEET TO REFUSAL.  TABLET
 KK1606'STAMPED DARK ET 2 1970.
 KK1606'
 KK1606'STATION SIMLA ET 1970 IS VISIBLE FROM THE GROUND AT THIS STATION
 KK1606'AND WILL SERVE AS THE AZIMUTH MARK.
 KK1606'
 KK1606'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0495 ***********************************************************************
 HL0495  DESIGNATION -  DARLEY
 HL0495  PID         -  HL0495
 HL0495  STATE/COUNTY-  CO/CONEJOS
 HL0495  USGS QUAD   -  LA JARA CANYON (1967)
 HL0495
 HL0495                         *CURRENT SURVEY CONTROL
 HL0495  ___________________________________________________________________
 HL0495* NAD 83(1992)-  37 13 37.87580(N)    106 15 12.74715(W)     ADJUSTED  
 HL0495* NAVD 88     -      2782.3    (meters)    9128.     (feet)  VERTCON   
 HL0495  ___________________________________________________________________
 HL0495  LAPLACE CORR-          -8.71  (seconds)                    DEFLEC99
 HL0495  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 HL0495
 HL0495  HORZ ORDER  -  FIRST
 HL0495
 HL0495.The horizontal coordinates were established by classical geodetic methods
 HL0495.and adjusted by the National Geodetic Survey in January 1993..
 HL0495
 HL0495.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0495
 HL0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0495
 HL0495.The geoid height was determined by GEOID03.
 HL0495
 HL0495;                    North         East     Units Scale Factor Converg.
 HL0495;SPC CO S     -   367,279.338   847,528.632   MT  1.00000112   -0 27 43.9
 HL0495;SPC CO S     - 1,204,982.29  2,780,600.19   sFT  1.00000112   -0 27 43.9
 HL0495;UTM  13      - 4,120,811.544   388,795.178   MT  0.99975234   -0 45 30.4
 HL0495
 HL0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0495!SPC CO S     -   0.99956606  x   1.00000112  =   0.99956718
 HL0495!UTM  13      -   0.99956606  x   0.99975234  =   0.99931851
 HL0495
 HL0495|---------------------------------------------------------------------|
 HL0495| PID    Reference Object                     Distance      Geod. Az  |
 HL0495|                                                           dddmmss.s |
 HL0495| CM6325 DARLEY RM 1                          11.930 METERS 13948     |
 HL0495| HL0493 T34 35N R6 7E SECS 1 6 31 36         18.973 METERS 28843     |
 HL0495| CM6324 DARLEY AZ MK                                       3453007.4 |
 HL0495|---------------------------------------------------------------------|
 HL0495
 HL0495                          SUPERSEDED SURVEY CONTROL
 HL0495
 HL0495  NAD 83(1986)-  37 13 37.87772(N)    106 15 12.75578(W) AD(       ) 1
 HL0495  NAD 27      -  37 13 37.85200(N)    106 15 10.64200(W) AD(       ) 1
 HL0495  NGVD 29 (07/19/86) 2780.9    (m)         9124.     (f) VERT ANG       
 HL0495
 HL0495.Superseded values are not recommended for survey control.
 HL0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0495.See file dsdata.txt to determine how the superseded data were derived.
 HL0495
 HL0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB8879520812(NAD 83)
 HL0495_MARKER: DS = TRIANGULATION STATION DISK
 HL0495_SETTING: 66 = SET IN ROCK OUTCROP
 HL0495
 HL0495  HISTORY     - Date     Condition        Report By
 HL0495  HISTORY     - 1935     MONUMENTED       CGS
 HL0495
 HL0495                          STATION DESCRIPTION
 HL0495
 HL0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 HL0495'STATION IS LOCATED ABOUT 8.0 MILES W AND 3.75 MILES S OF CAPULIN,
 HL0495'COLORADO, ON THE ROAD BETWEEN CAPULIN AND LA JARA RESERVOIR.
 HL0495'IT IS ON TOP OF THE FIRST HIGH ROCKY RIDGE 1/3 OF A MILE S OF
 HL0495'ROAD IN RA JADERO CANYON, 22.6 FEET NE OF BLAZE ON 18-INCH
 HL0495'PINE TREE (TREE HAS THREE BLAZES ON OPPOSITE SIDE, ONE IS
 HL0495'TRIANGULAR).  THERE IS A LOW PLACE IN RIDGE 50 YARDS W OF
 HL0495'STATION.
 HL0495'
 HL0495'STATION, REFERENCE MARK NO. 1 AND AZIMUTH MARKS ARE STANDARD
 HL0495'BRONZE DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 HL0495'
 HL0495'REFERENCE MARK NO. 1 IS 39.14 FEET SE OF THE STATION.
 HL0495'
 HL0495'G.L.O. PIPE IS 62.25 FEET W OF THE STATION.  THIS IS A STANDARD
 HL0495'BRASS CAP RIVETED TO A 2 1/2-INCH PIPE REINFORCED WITH A ROCK
 HL0495'CAIRN.  PROJECTS 16 INCHES.
 HL0495'
 HL0495'AZIMUTH MARK IS 0.30 MILE NNW OF THE STATION, 1 FOOT N OF 15-FOOT
 HL0495'ROCK LEDGE WHICH IS 150 YARDS LONG AND IS ON THE N SIDE OF
 HL0495'RA JADERO CANYON.
 HL0495'
 HL0495'A 4-FOOT STAND CLEARS ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0618 ***********************************************************************
 LM0618  DESIGNATION -  DAVIS
 LM0618  PID         -  LM0618
 LM0618  STATE/COUNTY-  CO/JACKSON
 LM0618  USGS QUAD   -  DAVIS PEAK (1955)
 LM0618
 LM0618                         *CURRENT SURVEY CONTROL
 LM0618  ___________________________________________________________________
 LM0618* NAD 83(1992)-  40 55 13.09537(N)    106 42 01.91862(W)     ADJUSTED  
 LM0618* NAVD 88     -      3483.6    (meters)   11429.     (feet)  VERTCON   
 LM0618  ___________________________________________________________________
 LM0618  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 LM0618  GEOID HEIGHT-         -10.98  (meters)                     GEOID03
 LM0618
 LM0618  HORZ ORDER  -  THIRD
 LM0618
 LM0618.The horizontal coordinates were established by classical geodetic methods
 LM0618.and adjusted by the National Geodetic Survey in January 1997..
 LM0618
 LM0618.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0618
 LM0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0618
 LM0618.The geoid height was determined by GEOID03.
 LM0618
 LM0618;                    North         East     Units Scale Factor Converg.
 LM0618;SPC CO N     -   481,696.216   813,273.752   MT  1.00002510   -0 46 32.5
 LM0618;SPC CO N     - 1,580,365.00  2,668,215.63   sFT  1.00002510   -0 46 32.5
 LM0618;SPC WYEC     -   146,863.964   453,301.679   MT  0.99997246   +0 24 52.2
 LM0618;UTM  13      - 4,531,302.236   356,807.421   MT  0.99985237   -1 06 50.6
 LM0618
 LM0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0618!SPC CO N     -   0.99945558  x   1.00002510  =   0.99948067
 LM0618!SPC WYEC     -   0.99945558  x   0.99997246  =   0.99942806
 LM0618!UTM  13      -   0.99945558  x   0.99985237  =   0.99930803
 LM0618
 LM0618:                Primary Azimuth Mark                     Grid Az
 LM0618:SPC CO N     -  DAVIS AZ MK                              027 13 51.4
 LM0618:SPC WYEC     -  DAVIS AZ MK                              026 02 26.7
 LM0618:UTM  13      -  DAVIS AZ MK                              027 34 09.5
 LM0618
 LM0618|---------------------------------------------------------------------|
 LM0618| PID    Reference Object                     Distance      Geod. Az  |
 LM0618|                                                           dddmmss.s |
 LM0618| CP4801 DAVIS AZ MK                                        0262718.9 |
 LM0618| LM0619 P 97                                  2.419 METERS 08142     |
 LM0618| CP4802 DAVIS RM 1                            7.794 METERS 17213     |
 LM0618|---------------------------------------------------------------------|
 LM0618
 LM0618                          SUPERSEDED SURVEY CONTROL
 LM0618
 LM0618  NAD 83(1992)-  40 55 13.09356(N)    106 42 01.91543(W) AD(       ) 3
 LM0618  NAD 83(1986)-  40 55 13.09111(N)    106 42 01.91402(W) AD(       ) 3
 LM0618  NAD 27      -  40 55 13.19100(N)    106 41 59.77800(W) AD(       ) 3
 LM0618  NGVD 29 (07/19/86) 3482.0    (m)        11424.     (f) VERT ANG       
 LM0618
 LM0618.Superseded values are not recommended for survey control.
 LM0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0618.See file dsdata.txt to determine how the superseded data were derived.
 LM0618
 LM0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF5680731302(NAD 83)
 LM0618_MARKER: DS = TRIANGULATION STATION DISK
 LM0618_SETTING: 66 = SET IN ROCK OUTCROP
 LM0618
 LM0618  HISTORY     - Date     Condition        Report By
 LM0618  HISTORY     - 1949     MONUMENTED       CGS
 LM0618
 LM0618                          STATION DESCRIPTION
 LM0618
 LM0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LM0618'THE STATION IS LOCATED ON DAVIS PEAK, A PROMINENT BARE ROCKY
 LM0618'POINT LOCATED ABOUT 9.5 MILES AIR LINE SOUTHWEST OF THE SMALL
 LM0618'SETTLEMENT OF PEARLAND, ABOUT 5.0 MILES AIR LINE WEST OF BIG
 LM0618'CREEK LAKES AND ABOUT 2.0 MILES AIR LINE SOUTH OF STUMP PARK.
 LM0618'THE STATION IS SET 15 YARDS EAST OF THE HIGHEST POINT, PROJECTS
 LM0618'10 INCHES AND IS STAMPED, DAVIS 1949.
 LM0618'
 LM0618'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 LM0618'STATION, PROJECTS 2-1/2 FEET AND IS STAMPED, DAVIS NO 1 1949.
 LM0618'
 LM0618'REFERENCE MARK IS A U.S. FOREST SERVICE MARK SET IN BEDROCK
 LM0618'PROJECTING 14 INCHES, APPROXIMATELY 6 INCHES HIGHER THAN THE
 LM0618'STATION AND IS STAMPED, RAS P 97 37.
 LM0618'
 LM0618'THE AZIMUTH MARK IS SET IN A SMALL CLEARING, 2 FEET SOUTH OF
 LM0618'A 2 FOOT CAIRN, ABOUT 100 YARDS NORTH OF A TRAIL, PROJECTS
 LM0618'7 INCHES AND IS STAMPED, DAVIS 1949.
 LM0618'
 LM0618'TO REACH THE STATION FROM WALDEN DRIVE NORTH ON STATE HIGHWAY 125
 LM0618'FOR 9.3 MILES TO COWDRY.  TURN LEFT, WEST, ON A DIRT ROAD AND
 LM0618'FOLLOW THE MAIN ROAD FOR 19.1 MILES TO FORKS.  KEEP THE RIGHT
 LM0618'FORK FOR 0.4 MILE TO FORKS.  KEEP THE RIGHT FORK FOR 0.1 MILE
 LM0618'TO A CATTLE GUARD.  TURN SHARP LEFT AND FOLLOW A TRACK ROAD FOR
 LM0618'0.3 MILE TO HARRY WILLFORDS RANCH.  THE BEST ROUTE TO THE
 LM0618'STATION CAN BE OBTAINED HERE.  A 6 HOUR HORSE PACK FROM THE
 LM0618'WILLFORD RANCH.  THE STATION CAN BE REACHED BY DRIVING
 LM0618'SOUTHWEST FROM THE WILLFORD RANCH ON THE BIG CREEK LAKES
 LM0618'ROAD FOR ABOUT 6.0 MILES TO A SIDE ROAD RIGHT AND SIGN,
 LM0618'STUMP PARK 10 BEAVER CREEK 2 1/2.  TURN RIGHT AND FOLLOW THE
 LM0618'MAIN ROAD FOR ABOUT 2-1/2 MILES TO THE BEAVER CREEK CAMP
 LM0618'GROUNDS AND END OF TRUCK TRAVEL.  FROM HERE FOLLOW THE
 LM0618'FOREST SERVICE TRAIL, SOUTHWEST, ABOUT 8.0 MILES TO THE
 LM0618'SUMMIT OF A RIDGE AND SIGN, STUMP PARK 1/4 BIG CREEK LAKES 10
 LM0618'SEVEN LAKES 5 DAMFINO CREEK 7.  TURN LEFT, SOUTH, AS PER
 LM0618'SIGN, SEVEN LAKES 5, AND FOLLOW THE TRAIL FOR ABOUT 2.0
 LM0618'MILES TO A GRASSY SADDLE.  FROM HERE TURN WEST AND PACK UP
 LM0618'THE STEEP SLOPE TO THE HIGHEST POINT AND STATION AS
 LM0618'DESCRIBED ABOVE.  ABOUT 2 HOURS OF HORSE PACKING CAN BE SAVED
 LM0618'IF THE TRUCK IS DRIVEN TO THE BEAVER CREEK CAMP GROUNDS AND HORSES
 LM0618'TAKEN FROM THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0778 ***********************************************************************
 JJ0778  DESIGNATION -  DAVIS
 JJ0778  PID         -  JJ0778
 JJ0778  STATE/COUNTY-  CO/PROWERS
 JJ0778  USGS QUAD   -  HOLLY NE (1977)
 JJ0778
 JJ0778                         *CURRENT SURVEY CONTROL
 JJ0778  ___________________________________________________________________
 JJ0778* NAD 83(1992)-  38 13 01.78295(N)    102 02 43.65073(W)     ADJUSTED  
 JJ0778* NAVD 88     -      1171.2    (meters)    3843.     (feet)  VERTCON   
 JJ0778  ___________________________________________________________________
 JJ0778  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 JJ0778  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 JJ0778
 JJ0778  HORZ ORDER  -  FIRST
 JJ0778
 JJ0778.The horizontal coordinates were established by classical geodetic methods
 JJ0778.and adjusted by the National Geodetic Survey in January 1993..
 JJ0778
 JJ0778.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0778
 JJ0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0778
 JJ0778.The geoid height was determined by GEOID03.
 JJ0778
 JJ0778;                    North         East     Units Scale Factor Converg.
 JJ0778;SPC CO S     -   482,476.854 1,216,847.041   MT  0.99996769   +2 07 08.2
 JJ0778;SPC CO S     - 1,582,926.15  3,992,272.33   sFT  0.99996769   +2 07 08.2
 JJ0778;SPC KS S     -   577,985.674    89,604.680   MT  0.99994954   -2 10 43.6
 JJ0778;UTM  13      - 4,234,037.905   758,661.182   MT  1.00042407   +1 49 43.8
 JJ0778;UTM  14      - 4,234,296.025   233,377.556   MT  1.00047559   -1 53 06.6
 JJ0778
 JJ0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0778!SPC CO S     -   0.99981999  x   0.99996769  =   0.99978769
 JJ0778!SPC KS S     -   0.99981999  x   0.99994954  =   0.99976954
 JJ0778!UTM  13      -   0.99981999  x   1.00042407  =   1.00024398
 JJ0778!UTM  14      -   0.99981999  x   1.00047559  =   1.00029550
 JJ0778
 JJ0778|---------------------------------------------------------------------|
 JJ0778| PID    Reference Object                     Distance      Geod. Az  |
 JJ0778|                                                           dddmmss.s |
 JJ0778| CM7915 DAVIS RM 1                           68.879 METERS 00423     |
 JJ0778| JJ0788 HARTMAN MUNICIPAL TANK              APPROX.18.7 KM 2342438.9 |
 JJ0778| JJ0787 HARTMAN DES MARTEAU COMM ELEV       APPROX.18.6 KM 2352840.5 |
 JJ0778| CM7916 DAVIS RM 2                           44.227 METERS 27035     |
 JJ0778| CM7914 DAVIS AZ MK                                        3585241.0 |
 JJ0778|---------------------------------------------------------------------|
 JJ0778
 JJ0778                          SUPERSEDED SURVEY CONTROL
 JJ0778
 JJ0778  NAD 83(1986)-  38 13 01.78314(N)    102 02 43.64718(W) AD(       ) 1
 JJ0778  NAD 27      -  38 13 01.72463(N)    102 02 41.99121(W) AD(       ) 1
 JJ0778  NGVD 29 (07/19/86) 1170.7    (m)         3841.     (f) VERT ANG       
 JJ0778
 JJ0778.Superseded values are not recommended for survey control.
 JJ0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0778.See file dsdata.txt to determine how the superseded data were derived.
 JJ0778
 JJ0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC5866134038(NAD 83)
 JJ0778_MARKER: DS = TRIANGULATION STATION DISK
 JJ0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0778
 JJ0778  HISTORY     - Date     Condition        Report By
 JJ0778  HISTORY     - 1934     MONUMENTED       CGS
 JJ0778  HISTORY     - 1950     GOOD             USGS
 JJ0778  HISTORY     - 1954     GOOD             CGS
 JJ0778  HISTORY     - 1955     GOOD             USGS
 JJ0778  HISTORY     - 1968     GOOD             USGS
 JJ0778  HISTORY     - 1971     GOOD             LOCENG
 JJ0778
 JJ0778                          STATION DESCRIPTION
 JJ0778
 JJ0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 JJ0778'STATION IS 18 MILES AIRLINE S OF TOWNER, ON THE HIGHEST
 JJ0778'POINT OF THE FIRST E-W DIVIDING RIDGE N OF THE ARKANSAS RIVER.
 JJ0778'IT IS IN A LANE 1/3 MILE W OF THE RANCH OF JACK HAYZLETT, ABOUT
 JJ0778'100 YARDS W OF THE REPUTED STATE LINE, 14.5 FEET E OF N-S
 JJ0778'FENCE, AND 14 FEET S OF E-W FENCE.  STATION MARK PROJECTS 6
 JJ0778'INCHES ABOVE GROUND.
 JJ0778'
 JJ0778'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JJ0778'BRONZE DISKS SET IN CONCRETE.
 JJ0778'
 JJ0778'REFERENCE MARK NO. 1 IS NNE OF STATION AND 3.5 FEET
 JJ0778'E OF N-S FENCE.  MARK PROJECTS 4 INCHES.
 JJ0778'
 JJ0778'REFERENCE MARK NO. 2 IS W OF STATION AND 14 FEET S OF E-W
 JJ0778'FENCE.  MARK PROJECTS 4 INCHES.
 JJ0778'
 JJ0778'AZIMUTH MARK IS N OF STATION, 2 FEET E OF N-S FENCE.
 JJ0778'
 JJ0778'STATION IS REACHED FROM TOWNER BY DRIVING E FROM MAIN STREET
 JJ0778'ON STATE HIGHWAY 96 FOR 0.2 MILE TO GRADED ROAD INTERSECTION
 JJ0778'WHICH IS ABOUT 0.2 MILE W OF STEEL ELEVATOR.  TURN S ON
 JJ0778'GRADED ROAD AND FOLLOW MAIN ROAD S FOR 16.3 MILES TO ROAD
 JJ0778'INTERSECTION AND STUCCO SCHOOL (VICTORY SCHOOL) IN NE CORNER.
 JJ0778'TURN W HERE AND DRIVE 2.0 MILES TO COLORADO-KANSAS STATE
 JJ0778'LINE.  TURN S AND DRIVE ALONG E SIDE OF N-S FENCE FOR 1.0
 JJ0778'MILE TO FENCE CORNER, ENTRANCE TO LANE AND STATION.
 JJ0778'
 JJ0778'A 35-FOOT STAND REQUIRED TO CLEAR ALL LINES.
 JJ0778
 JJ0778                          STATION RECOVERY (1950)
 JJ0778
 JJ0778'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 JJ0778'STATION RECOVERED AS DESCRIBED.
 JJ0778
 JJ0778                          STATION RECOVERY (1954)
 JJ0778
 JJ0778'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0778'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE
 JJ0778'FOUND IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 JJ0778'
 JJ0778'THE STATION IS LOCATED AIRLINE, ABOUT 18 MILES SOUTH OF TOWNER
 JJ0778'AND ABOUT 10 MILES NORTH-NORTHEAST OF HOLLY ON THE HIGHEST
 JJ0778'POINT OF AN EAST-WEST RIDGE.  IT IS ABOUT 100 YARDS WEST OF THE
 JJ0778'COLORADO-KANSAS STATE LINE.  ALL MARKS ARE NOW IN A CULTIVATED
 JJ0778'FIELD.
 JJ0778'
 JJ0778'THE STATION IS A STANDARD DISK STAMPED DAVIS 1934 SET IN
 JJ0778'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 JJ0778'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS 30 FEET SOUTHEAST OF THE
 JJ0778'CENTER LINE AND THE END OF THE LANE.
 JJ0778'
 JJ0778'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED DAVIS
 JJ0778'NO 1 1934 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JJ0778'WHICH PROJECTS ABOUT 1 INCH ABOVE THE GROUND AND IS ABOUT
 JJ0778'THE SAME ELEVATION AS THE STATION.  IT IS 30 FEET EAST
 JJ0778'OF THE CENTER LINE OF A NORTH-SOUTH TRACK ROAD.
 JJ0778'
 JJ0778'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED DAVIS
 JJ0778'NO 2 1934 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JJ0778'WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND IS ABOUT
 JJ0778'THE SAME ELEVATION AS THE STATION.  IT IS 2 FEET EAST OF A
 JJ0778'WHITE WITNESS POST AND 42 FEET SOUTH OF THE CENTER LINE
 JJ0778'OF THE LANE.
 JJ0778'
 JJ0778'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DAVIS 1934 SET
 JJ0778'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 JJ0778'3 INCHES ABOVE GROUND.  IT IS 24 FEET EAST OF THE CENTER
 JJ0778'LINE OF A TRACK ROAD.
 JJ0778'
 JJ0778'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A
 JJ0778'TRACK ROAD FOR 0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 JJ0778'EAST SIDE.
 JJ0778'
 JJ0778'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50
 JJ0778'AND STATE HIGHWAY 89 IN HOLLY, GO NORTH AND EAST ON STATE
 JJ0778'HIGHWAY 89 FOR 12.9 MILES TO A CROSS ROAD.  TURN RIGHT OFF
 JJ0778'THE HIGHWAY AND EAST ON A LANE FOR 2.0 MILES TO THE END OF THE
 JJ0778'LANE, A WHITE WITNESS POST AND THE STATION.
 JJ0778'
 JJ0778'A DIFFERENCE IN DIRECTION TO THE AZIMUTH MARK WAS NOTED.
 JJ0778
 JJ0778                          STATION RECOVERY (1955)
 JJ0778
 JJ0778'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 JJ0778'STATION RECOVERED AS DESCRIBED.
 JJ0778
 JJ0778                          STATION RECOVERY (1968)
 JJ0778
 JJ0778'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 JJ0778'STATION MARK--STANDARD USC AND GS DISK SET IN CONCRETE POST FLUSH
 JJ0778'WITH GROUND, STAMPED ---DAVIS 1934---.
 JJ0778'
 JJ0778'REFERENCE MARKS--NONE.
 JJ0778
 JJ0778                          STATION RECOVERY (1971)
 JJ0778
 JJ0778'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (ATL)
 JJ0778'RECOVERED BY M.J. HARDEN ASSOC INC.
 JJ0778'
 JJ0778'DAVIS 1934 - GOOD
 JJ0778'
 JJ0778'DID NOT LOOK FOR R.M.S OR AZ MK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3941 ***********************************************************************
 AE3941  DESIGNATION -  DAVIS
 AE3941  PID         -  AE3941
 AE3941  STATE/COUNTY-  CO/WELD
 AE3941  USGS QUAD   -  TIMNATH (1971)
 AE3941
 AE3941                         *CURRENT SURVEY CONTROL
 AE3941  ___________________________________________________________________
 AE3941* NAD 83(1992)-  40 34 54.52586(N)    104 54 16.68189(W)     ADJUSTED  
 AE3941* NAVD 88     -      1579.2    (meters)    5181.     (feet)  GPS OBS   
 AE3941  ___________________________________________________________________
 AE3941  X           -  -1,248,017.505 (meters)                     COMP
 AE3941  Y           -  -4,688,868.456 (meters)                     COMP
 AE3941  Z           -   4,128,280.246 (meters)                     COMP
 AE3941  LAPLACE CORR-          -9.66  (seconds)                    DEFLEC99
 AE3941  ELLIP HEIGHT-        1562.35  (meters)          (12/03/02) GPS OBS
 AE3941  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 AE3941
 AE3941  HORZ ORDER  -  FIRST
 AE3941  ELLP ORDER  -  FOURTH    CLASS II
 AE3941
 AE3941.The horizontal coordinates were established by GPS observations
 AE3941.and adjusted by the National Geodetic Survey in October 1997..
 AE3941
 AE3941.The orthometric height was determined by GPS observations and a
 AE3941.high-resolution geoid model.
 AE3941
 AE3941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3941
 AE3941.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3941
 AE3941.The ellipsoidal height was determined by GPS observations
 AE3941.and is referenced to NAD 83.
 AE3941
 AE3941.The geoid height was determined by GEOID03.
 AE3941
 AE3941;                    North         East     Units Scale Factor Converg.
 AE3941;SPC CO N     -   443,591.806   964,806.611   MT  0.99997351   +0 23 04.9
 AE3941;SPC CO N     - 1,455,350.78  3,165,369.69   sFT  0.99997351   +0 23 04.9
 AE3941;UTM  13      - 4,492,340.367   508,070.917   MT  0.99960080   +0 03 43.3
 AE3941
 AE3941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3941!SPC CO N     -   0.99975498  x   0.99997351  =   0.99972849
 AE3941!UTM  13      -   0.99975498  x   0.99960080  =   0.99935588
 AE3941
 AE3941                          SUPERSEDED SURVEY CONTROL
 AE3941
 AE3941  ELLIP H (10/23/97) 1562.36   (m)                       GP(       ) 4 1
 AE3941
 AE3941.Superseded values are not recommended for survey control.
 AE3941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3941.See file dsdata.txt to determine how the superseded data were derived.
 AE3941
 AE3941_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE0807192340(NAD 83)
 AE3941_MARKER: DH = HORIZONTAL CONTROL DISK
 AE3941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3941_STAMPING: DAVIS 1996
 AE3941_MARK LOGO: NGS   
 AE3941_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3941+STABILITY: SURFACE MOTION
 AE3941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3941+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE3941
 AE3941  HISTORY     - Date     Condition        Report By
 AE3941  HISTORY     - 1996     MONUMENTED       NGS
 AE3941
 AE3941                          STATION DESCRIPTION
 AE3941
 AE3941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE3941'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH OF WINDSOR, 5.3 MI
 AE3941'(8.5 KM) NORTHEAST OF TIMNATH AND 2.1 MI (3.4 KM) EAST OF THE
 AE3941'LARIMER-WELD COUNTY LINE, IN THE SOUTHWEST 1/4 OF SECTION 9, T 7 N, R
 AE3941'67 W, AT STATE HIGHWAY 14 MILEPOST 144.7.  OWNERSHIP--COLORADO DEPT.
 AE3941'OF TRANSPORTATION RIGHT-OF-WAY TO REACH THE STATION FROM THE
 AE3941'INTERSECTION OF STATE HIGHWAY 257 AND STATE HIGHWAY 14, 7 MI (11.3 KM)
 AE3941'NORTH OF WINDSOR, GO EAST ON STATE HIGHWAY 14 FOR O.1 MI TO THE
 AE3941'STATION ON THE LEFT THE MARK IS A STANDARD DISK SET IN THE TOP OF A
 AE3941'0.5 M (1.6 FT) ROUND BY 1.7 M (5.6 FT) DEEP CONCRETE POST PROJECTING 2
 AE3941'CM ABOVE THE GROUND.  IT IS 26.6 M (87.3 FT) NORTHEAST FROM A FIELD
 AE3941'ROAD ENTRANCE, 26.0 M (85.3 FT) NORTH FROM THE CENTER LINE OF STATE
 AE3941'HIGHWAY 14, 8.9 M (29.2 FT) WEST-SOUTHWEST FROM A POWER POLE, 2.7 M
 AE3941'(8.9 FT) SOUTH FROM THE RIGHT-OF-WAY FENCE, 0.75 M (2.46 FT) EAST FROM
 AE3941'A WITNESS POST, 0.7 M (2.3 FT) WEST FROM A WITNESS POST AND ABOUT 3 M
 AE3941'(9.8 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0521 ***********************************************************************
 HM0521  DESIGNATION -  DAVIS ABANDONDED
 HM0521  PID         -  HM0521
 HM0521  STATE/COUNTY-  CO/SAN MIGUEL
 HM0521  USGS QUAD   -  JOE DAVIS HILL (1993)
 HM0521
 HM0521                         *CURRENT SURVEY CONTROL
 HM0521  ___________________________________________________________________
 HM0521* NAD 83(1992)-  37 56 31.00048(N)    108 48 28.43712(W)     ADJUSTED  
 HM0521* NAVD 88     -      2284.23   (+/-2cm)    7494.2    (feet)  VERTCON   
 HM0521  ___________________________________________________________________
 HM0521  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 HM0521  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 HM0521
 HM0521  HORZ ORDER  -  THIRD
 HM0521  VERT ORDER  -  THIRD ? (See Below)
 HM0521
 HM0521.The horizontal coordinates were established by classical geodetic methods
 HM0521.and adjusted by the National Geodetic Survey in November 1997..
 HM0521
 HM0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0521.The vertical order pertains to the NGVD 29 superseded value.
 HM0521
 HM0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 HM0521
 HM0521.The geoid height was determined by GEOID03.
 HM0521
 HM0521;                    North         East     Units Scale Factor Converg.
 HM0521;SPC CO S     -   451,484.066   623,708.135   MT  0.99994716   -2 01 44.4
 HM0521;SPC CO S     - 1,481,243.97  2,046,282.44   sFT  0.99994716   -2 01 44.4
 HM0521;UTM  12      - 4,201,639.974   692,623.795   MT  1.00005701   +1 20 53.7
 HM0521
 HM0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0521!SPC CO S     -   0.99964466  x   0.99994716  =   0.99959184
 HM0521!UTM  12      -   0.99964466  x   1.00005701  =   0.99970165
 HM0521
 HM0521                          SUPERSEDED SURVEY CONTROL
 HM0521
 HM0521  NAD 83(1992)-  37 56 30.99445(N)    108 48 28.43626(W) AD(       ) 3
 HM0521  NAD 83(1986)-  37 56 30.99130(N)    108 48 28.43428(W) AD(       ) 3
 HM0521  NAD 27      -  37 56 31.01881(N)    108 48 26.07380(W) AD(       ) 3
 HM0521  NGVD 29 (07/19/86) 2282.99   (m)         7490.1    (f) LEVELING    3  
 HM0521
 HM0521.Superseded values are not recommended for survey control.
 HM0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0521.See file dsdata.txt to determine how the superseded data were derived.
 HM0521
 HM0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH9262401640(NAD 83)
 HM0521_MARKER: Z = SEE DESCRIPTION
 HM0521_SETTING: 0 = UNSPECIFIED SETTING
 HM0521_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0521
 HM0521  HISTORY     - Date     Condition        Report By
 HM0521  HISTORY     - 1947     MONUMENTED       USGS
 HM0521
 HM0521                          STATION DESCRIPTION
 HM0521
 HM0521'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 HM0521'HORIZONTAL POSITION ABANDONED DUE TO NO CHECK.
 HM0521'
 HM0521'VERTICAL ELEVATION OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0055 ***********************************************************************
 LL0055  DESIGNATION -  DD 169
 LL0055  PID         -  LL0055
 LL0055  STATE/COUNTY-  CO/WELD
 LL0055  USGS QUAD   -  GROVER NORTH (1972)
 LL0055
 LL0055                         *CURRENT SURVEY CONTROL
 LL0055  ___________________________________________________________________
 LL0055* NAD 83(1986)-  40 55 16.     (N)    104 13 13.     (W)     SCALED    
 LL0055* NAVD 88     -      1624.443  (meters)    5329.53   (feet)  ADJUSTED  
 LL0055  ___________________________________________________________________
 LL0055  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 LL0055  DYNAMIC HT  -        1623.131 (meters)    5325.22  (feet)  COMP
 LL0055  MODELED GRAV-     979,759.3   (mgal)                       NAVD 88
 LL0055
 LL0055  VERT ORDER  -  SECOND    CLASS 0
 LL0055
 LL0055.The horizontal coordinates were scaled from a topographic map and have
 LL0055.an estimated accuracy of +/- 6 seconds.
 LL0055
 LL0055.The orthometric height was determined by differential leveling
 LL0055.and adjusted by the National Geodetic Survey in June 1991..
 LL0055
 LL0055.The geoid height was determined by GEOID03.
 LL0055
 LL0055.The dynamic height is computed by dividing the NAVD 88
 LL0055.geopotential number by the normal gravity value computed on the
 LL0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0055.degrees latitude (g = 980.6199 gals.).
 LL0055
 LL0055.The modeled gravity was interpolated from observed gravity values.
 LL0055
 LL0055;                    North         East    Units  Estimated Accuracy
 LL0055;SPC CO N     -   481,880.    1,022,200.      MT  (+/- 180 meters Scaled)
 LL0055
 LL0055                          SUPERSEDED SURVEY CONTROL
 LL0055
 LL0055  NGVD 29 (??/??/92) 1623.624  (m)         5326.84   (f) ADJ UNCH    2 0
 LL0055
 LL0055.Superseded values are not recommended for survey control.
 LL0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0055.See file dsdata.txt to determine how the superseded data were derived.
 LL0055
 LL0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF656302(NAD 83)
 LL0055_MARKER: DB = BENCH MARK DISK
 LL0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0055_STAMPING: DD 169 1960
 LL0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0055+STABILITY: SURFACE MOTION
 LL0055
 LL0055  HISTORY     - Date     Condition        Report By
 LL0055  HISTORY     - 1960     MONUMENTED       CGS
 LL0055
 LL0055                          STATION DESCRIPTION
 LL0055
 LL0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LL0055'3.8 MI NE FROM GROVER.
 LL0055'0.1 MILE EAST ON GRAVEL ROAD FROM THE POST OFFICE AT GROVER,
 LL0055'COLORADO, THENCE, 0.25 MILE NORTH ON GRAVEL ROAD, THENCE 0.25
 LL0055'MILE EAST ON GRAVEL ROAD, THENCE 3.4 MILES NORTH ON GRAVEL ROAD,
 LL0055'31 FEET EAST OF CENTER OF ROAD, 2 FEET WEST OF TELEPHONE POLE
 LL0055'AND FENCE, LEVEL WITH THE ROAD, SET IN THE TOP OF A CONCRETE
 LL0055'POST PROJECTING 6 INCHES, 1.5 FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0384 ***********************************************************************
 HK0384  DESIGNATION -  DD 34
 HK0384  PID         -  HK0384
 HK0384  STATE/COUNTY-  CO/SAGUACHE
 HK0384  USGS QUAD   -  MOFFAT SOUTH (1968)
 HK0384
 HK0384                         *CURRENT SURVEY CONTROL
 HK0384  ___________________________________________________________________
 HK0384* NAD 83(1986)-  37 59 58.     (N)    105 54 19.     (W)     SCALED    
 HK0384* NAVD 88     -      2307.367  (meters)    7570.09   (feet)  POSTED    
 HK0384  ___________________________________________________________________
 HK0384  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 HK0384  DYNAMIC HT  -        2304.460 (meters)    7560.55  (feet)  COMP
 HK0384  MODELED GRAV-     979,285.9   (mgal)                       NAVD 88
 HK0384
 HK0384  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 HK0384
 HK0384.The horizontal coordinates were scaled from a topographic map and have
 HK0384.an estimated accuracy of +/- 6 seconds.
 HK0384
 HK0384.The orthometric height was determined by differential leveling
 HK0384.and adjusted by the National Geodetic Survey in 1992..
 HK0384.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 HK0384.rate of 3.1 thru 4.0 mm/km.
 HK0384
 HK0384.The geoid height was determined by GEOID03.
 HK0384
 HK0384.The dynamic height is computed by dividing the NAVD 88
 HK0384.geopotential number by the normal gravity value computed on the
 HK0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0384.degrees latitude (g = 980.6199 gals.).
 HK0384
 HK0384.The modeled gravity was interpolated from observed gravity values.
 HK0384
 HK0384;                    North         East    Units  Estimated Accuracy
 HK0384;SPC CO S     -   452,800.      878,810.      MT  (+/- 180 meters Scaled)
 HK0384
 HK0384                          SUPERSEDED SURVEY CONTROL
 HK0384
 HK0384  NGVD 29 (??/??/92) 2306.130  (m)         7566.03   (f) ADJ UNCH    1 2
 HK0384
 HK0384.Superseded values are not recommended for survey control.
 HK0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0384.See file dsdata.txt to determine how the superseded data were derived.
 HK0384
 HK0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC205061(NAD 83)
 HK0384_MARKER: DB = BENCH MARK DISK
 HK0384_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HK0384_SP_SET: BUILDING
 HK0384_STAMPING: DD 34 1933
 HK0384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0384
 HK0384  HISTORY     - Date     Condition        Report By
 HK0384  HISTORY     - 1933     MONUMENTED       CGS
 HK0384  HISTORY     - 1967     GOOD             USGS
 HK0384  HISTORY     - 1984     MARK NOT FOUND   NGS
 HK0384
 HK0384                          STATION DESCRIPTION
 HK0384
 HK0384'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 HK0384'AT MOFFAT.
 HK0384'AT MOFFAT, 900 FT. EAST OF HIGHWAY 17, NE OF INTERSECTION, IN OLD
 HK0384'BRICK BUILDING THAT APPEARS TO BE ABOUT HALF DESTROYED, SET
 HK0384'VERTICALLY ABOUT 5 FT. HIGHER THAN THE SIDEWALK AS DESCRIBED.
 HK0384
 HK0384                          STATION RECOVERY (1984)
 HK0384
 HK0384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0384'THE OLD GROCERY STORE IS NOW A PRIVATE DWELLING AND THE FRONT HAS BEEN
 HK0384'COVERED WITH CEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5564 ***********************************************************************
 DF5564  DESIGNATION -  DD VP 13.0
 DF5564  PID         -  DF5564
 DF5564  STATE/COUNTY-  CO/SUMMIT
 DF5564  USGS QUAD   -  VAIL PASS (1987)
 DF5564
 DF5564                         *CURRENT SURVEY CONTROL
 DF5564  ___________________________________________________________________
 DF5564* NAD 83(1986)-  39 30 17.     (N)    106 10 50.     (W)     SCALED    
 DF5564* NAVD 88     -      3041.437  (meters)    9978.45   (feet)  ADJUSTED  
 DF5564  ___________________________________________________________________
 DF5564  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 DF5564  DYNAMIC HT  -        3037.484 (meters)    9965.48  (feet)  COMP
 DF5564  MODELED GRAV-     979,216.4   (mgal)                       NAVD 88
 DF5564
 DF5564  VERT ORDER  -  FIRST     CLASS II
 DF5564
 DF5564.The horizontal coordinates were scaled from a topographic map and have
 DF5564.an estimated accuracy of +/- 6 seconds.
 DF5564
 DF5564.The orthometric height was determined by differential leveling
 DF5564.and adjusted by the National Geodetic Survey in November 2003..
 DF5564
 DF5564.The geoid height was determined by GEOID03.
 DF5564
 DF5564.The dynamic height is computed by dividing the NAVD 88
 DF5564.geopotential number by the normal gravity value computed on the
 DF5564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5564.degrees latitude (g = 980.6199 gals.).
 DF5564
 DF5564.The modeled gravity was interpolated from observed gravity values.
 DF5564
 DF5564;                    North         East    Units  Estimated Accuracy
 DF5564;SPC CO C     -   490,560.      855,870.      MT  (+/- 180 meters Scaled)
 DF5564
 DF5564                          SUPERSEDED SURVEY CONTROL
 DF5564
 DF5564.No superseded survey control is available for this station.
 DF5564
 DF5564_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD985734(NAD 83)
 DF5564_MARKER: DD = SURVEY DISK
 DF5564_SETTING: 80 = SET IN A BOULDER
 DF5564_STAMPING: DD-VP 13.0 LS16398 1980
 DF5564_MARK LOGO: DMWW  
 DF5564_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5564+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 DF5564
 DF5564  HISTORY     - Date     Condition        Report By
 DF5564  HISTORY     - 1980     MONUMENTED       DMWW
 DF5564  HISTORY     - 20010723 GOOD             NGS
 DF5564  HISTORY     - 20030910 GOOD             NGS
 DF5564
 DF5564                          STATION DESCRIPTION
 DF5564
 DF5564'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5564'THE STATION IS LOCATED ABOUT 2.6 MI SOUTHEAST OF VAIL PASS, 2.0 MI
 DF5564'WEST OF THE COPPER
 DF5564'MOUNTAIN-LEADVILLE EXIT 195 OF INTERSTATE 70 AND 1.5 MI WEST OF COPPER
 DF5564'MOUNTAIN. OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION RIGHT-OF-WAY.
 DF5564' 
 DF5564'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 91 AND THE
 DF5564'ENTRANCE TO
 DF5564'COPPER MOUNTAIN SKI RESORT, GO WEST ON COPPER ROAD FOR 1.0 MI TO THE
 DF5564'END OF COPPER
 DF5564'ROAD AND A FORK IN THE ROAD. TAKE THE RIGHT FORK, SOUTHWEST, BEELER
 DF5564'ROAD, FOR 0.3 MI TO
 DF5564'THE THE BEGINNING OF VAIL PASS BIKE TRAIL WHICH IS PAVED. TURN ONTO
 DF5564'THE BIKE PATH AND GO
 DF5564'WEST FOR 1.0 MI TO THE STATION ON THE RIGHT.
 DF5564' 
 DF5564'THE MARK IS A DENVER WATER BRASS DISK SET INTO A DRILL HOLE IN THE TOP
 DF5564'OF A BOULDER 1.0 M
 DF5564'BY 0.9 M BY 0.65 M HIGH. IT IS 9 M WEST FROM THE CENTER OF A BIKE
 DF5564'PATH, 3 M EAST FROM WEST
 DF5564'TENMILE CREEK AND 0.6 M EAST FROM A WITNESS POST.
 DF5564' 
 DF5564'
 DF5564
 DF5564                          STATION RECOVERY (2003)
 DF5564
 DF5564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 DF5564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1208 ***********************************************************************
 LL1208  DESIGNATION -  DE SPAIN
 LL1208  PID         -  LL1208
 LL1208  STATE/COUNTY-  CO/WELD
 LL1208  USGS QUAD   -  SOUTH ROGGEN (1950)
 LL1208
 LL1208                         *CURRENT SURVEY CONTROL
 LL1208  ___________________________________________________________________
 LL1208* NAD 83(1992)-  40 04 05.77754(N)    104 18 42.57260(W)     ADJUSTED  
 LL1208* NAVD 88     -      1519.     (meters)    4984.     (feet)  SCALED    
 LL1208  ___________________________________________________________________
 LL1208  LAPLACE CORR-          -2.84  (seconds)                    DEFLEC99
 LL1208  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 LL1208
 LL1208  HORZ ORDER  -  THIRD
 LL1208
 LL1208.The horizontal coordinates were established by classical geodetic methods
 LL1208.and adjusted by the National Geodetic Survey in January 1993..
 LL1208
 LL1208.The orthometric height was scaled from a topographic map.
 LL1208
 LL1208.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1208
 LL1208.The geoid height was determined by GEOID03.
 LL1208
 LL1208;                    North         East     Units Scale Factor Converg.
 LL1208;SPC CO N     -   387,079.796 1,015,756.598   MT  0.99996189   +0 46 03.8
 LL1208;SPC CO N     - 1,269,944.30  3,332,528.11   sFT  0.99996189   +0 46 03.8
 LL1208;UTM  13      - 4,435,561.598   558,684.051   MT  0.99964239   +0 26 34.8
 LL1208
 LL1208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1208!SPC CO N     -   0.99976474  x   0.99996189  =   0.99972664
 LL1208!UTM  13      -   0.99976474  x   0.99964239  =   0.99940721
 LL1208
 LL1208:                Primary Azimuth Mark                     Grid Az
 LL1208:SPC CO N     -  DIDO                                     354 09 08.7
 LL1208:UTM  13      -  DIDO                                     354 28 37.7
 LL1208
 LL1208|---------------------------------------------------------------------|
 LL1208| PID    Reference Object                     Distance      Geod. Az  |
 LL1208|                                                           dddmmss.s |
 LL1208| LL0114 DIDO                                APPROX. 0.5 KM 3545512.5 |
 LL1208|---------------------------------------------------------------------|
 LL1208
 LL1208                          SUPERSEDED SURVEY CONTROL
 LL1208
 LL1208  NAD 83(1986)-  40 04 05.76647(N)    104 18 42.57232(W) AD(       ) 3
 LL1208  NAD 27      -  40 04 05.82110(N)    104 18 40.74488(W) AD(       ) 3
 LL1208
 LL1208.Superseded values are not recommended for survey control.
 LL1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1208.See file dsdata.txt to determine how the superseded data were derived.
 LL1208
 LL1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE5868435562(NAD 83)
 LL1208_MARKER: DD = SURVEY DISK
 LL1208_SETTING: 0 = UNSPECIFIED SETTING
 LL1208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1208
 LL1208  HISTORY     - Date     Condition        Report By
 LL1208  HISTORY     - 1949     MONUMENTED       USGS
 LL1208
 LL1208                          STATION DESCRIPTION
 LL1208
 LL1208'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 LL1208'STATION IS LOCATED 5.5 MI. DUE E. OF PROSPECT, 6 MI. S., AND 3.5
 LL1208'MI. E. OF ROGGEN, ON THE HIGHEST POINT OF A DIVIDE RIDGE, 1760 FT. S.
 LL1208'OF RD.
 LL1208'
 LL1208'TO REACH FROM PROSPECT VALLEY GROCERY IN PROSPECT VALLEY, DRIVE DUE
 LL1208'E. ON HIGHWAY 52 FOR 5.45 MI. TO NGS TRIANGULATION STATION
 LL1208'---DIDO---, WHICH IS LOCATED 1 FT. N. OF STATE HIGHWAY 52
 LL1208'RIGHT-OF-WAY FENCE, STATION IS LOCATED 1757.0 FT. S. OF DIDO.
 LL1208'STATION MARK IS BURIED.
 LL1208'
 LL1208'STATION MARK--STANDARD TABLET, STAMPED ---DE SPAIN 1949---, SET IN
 LL1208'CONCRETE, 22 IN. BELOW SURFACE OF THE GROUND.
 LL1208'
 LL1208'REFERENCE MARK NO. 2--NGS TRIANGULATION STATION ---DIDO---,
 LL1208'1757.0 FT. FROM STATION MARK, S 05 DEG 06 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0284 ***********************************************************************
 KM0284  DESIGNATION -  DEACON
 KM0284  PID         -  KM0284
 KM0284  STATE/COUNTY-  CO/MESA
 KM0284  USGS QUAD   -  MOLINA (1955)
 KM0284
 KM0284                         *CURRENT SURVEY CONTROL
 KM0284  ___________________________________________________________________
 KM0284* NAD 83(1992)-  39 10 21.08109(N)    108 00 26.39712(W)     ADJUSTED  
 KM0284* NAVD 88     -      2135.9    (meters)    7008.     (feet)  VERTCON   
 KM0284  ___________________________________________________________________
 KM0284  LAPLACE CORR-           8.15  (seconds)                    DEFLEC99
 KM0284  GEOID HEIGHT-         -15.77  (meters)                     GEOID03
 KM0284
 KM0284  HORZ ORDER  -  SECOND
 KM0284
 KM0284.The horizontal coordinates were established by classical geodetic methods
 KM0284.and adjusted by the National Geodetic Survey in January 1993..
 KM0284
 KM0284.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0284
 KM0284.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0284
 KM0284.The geoid height was determined by GEOID03.
 KM0284
 KM0284;                    North         East     Units Scale Factor Converg.
 KM0284;SPC CO C     -   456,450.214   697,770.301   MT  0.99993669   -1 34 52.9
 KM0284;SPC CO C     - 1,497,537.08  2,289,268.06   sFT  0.99993669   -1 34 52.9
 KM0284;UTM  12      - 4,340,188.891   758,533.830   MT  1.00042308   +1 53 29.0
 KM0284;UTM  13      - 4,340,230.839   240,199.031   MT  1.00043117   -1 54 02.4
 KM0284
 KM0284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0284!SPC CO C     -   0.99966748  x   0.99993669  =   0.99960419
 KM0284!UTM  12      -   0.99966748  x   1.00042308  =   1.00009042
 KM0284!UTM  13      -   0.99966748  x   1.00043117  =   1.00009851
 KM0284
 KM0284:                Primary Azimuth Mark                     Grid Az
 KM0284:SPC CO C     -  DEACON AZ MK                             050 10 13.9
 KM0284:UTM  12      -  DEACON AZ MK                             046 41 52.0
 KM0284:UTM  13      -  DEACON AZ MK                             050 29 23.4
 KM0284
 KM0284|---------------------------------------------------------------------|
 KM0284| PID    Reference Object                     Distance      Geod. Az  |
 KM0284|                                                           dddmmss.s |
 KM0284| CM6326 DEACON AZ MK                                       0483521.0 |
 KM0284| CM6327 DEACON RM 1                           8.032 METERS 05242     |
 KM0284| CM6328 DEACON RM 2                           8.152 METERS 12544     |
 KM0284|---------------------------------------------------------------------|
 KM0284
 KM0284                          SUPERSEDED SURVEY CONTROL
 KM0284
 KM0284  NAD 83(1986)-  39 10 21.07947(N)    108 00 26.39000(W) AD(       ) 2
 KM0284  NAD 27      -  39 10 21.15600(N)    108 00 24.13200(W) AD(       ) 2
 KM0284  NGVD 29 (05/18/92) 2134.6    (m)         7003.     (f) VERT ANG       
 KM0284
 KM0284.Superseded values are not recommended for survey control.
 KM0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0284.See file dsdata.txt to determine how the superseded data were derived.
 KM0284
 KM0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ5853440189(NAD 83)
 KM0284_MARKER: DS = TRIANGULATION STATION DISK
 KM0284_SETTING: 80 = SET IN A BOULDER
 KM0284_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KM0284_STAMPING: DEACON 1937
 KM0284_MARK LOGO: CGS   
 KM0284_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KM0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0284
 KM0284  HISTORY     - Date     Condition        Report By
 KM0284  HISTORY     - 1937     MONUMENTED       CGS
 KM0284  HISTORY     - 1953     GOOD             USGS
 KM0284  HISTORY     - 1982     GOOD             BLM
 KM0284  HISTORY     - 19920604 GOOD             KOOGLE
 KM0284  HISTORY     - 19920604 GOOD             KOOGLE
 KM0284
 KM0284                          STATION DESCRIPTION
 KM0284
 KM0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KM0284'STATION LOCATED ABOUT 4 MILES S AND 2-1/2 MILES W OF COLLBRAN,
 KM0284'OR ABOUT 4 MILES S AND 1-1/2 MILES W OF PLATEAU, COLORADO, ON
 KM0284'THE HIGHEST POINT OF A LOW BUT PROMINENT WOODED RIDGE, WHICH IS
 KM0284'THE DIVIDE BETWEEN DEACON GULCH AND COTTONWOOD CREEK.  THE RIDGE
 KM0284'RUNS N AND S AND SLOPES OFF ABOUT 200 YARDS S OF THE STATION.
 KM0284'THE RIDGE IS COVERED WITH SCRUB SPRUCE AND SAGEBRUSH.
 KM0284'
 KM0284'STATION MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF A
 KM0284'PROJECTING BOULDER, 16 INCHES ABOVE GROUND, STAMPED DEACON,
 KM0284'1937.
 KM0284'
 KM0284'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN THE TOP
 KM0284'OF A CONCRETE BOULDER, PROJECTING 8 INCHES, ABOUT 26 FEET E
 KM0284'OF STATION, AND 3 FEET LOWER THAN STATION.
 KM0284'
 KM0284'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN THE TOP
 KM0284'OF A PROJECTING BOULDER 16 INCHES ABOVE GROUND, AND 26 FEET
 KM0284'SSE OF STATION.
 KM0284'
 KM0284'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN THE TOP OF A BURIED
 KM0284'BOULDER ABOUT 0.25 MILE NE OF STATION.  THE MARK IS 23 FEET
 KM0284'E OF ROAD LEADING TO STATION AND 3.6 FEET W OF E RIGHT-OF-WAY
 KM0284'FENCE.  MARK PROJECTS 3 INCHES.  IT IS ABOUT 0.1 MILE S OF THE
 KM0284'CARL WEBB FARMHOUSE.
 KM0284'
 KM0284'TO REACH STATION FROM COLLBRAN, GO W ON THE MAIN GRADED
 KM0284'HIGHWAY FROM MAIN STREET, 1.0 MILE TO THE E EDGE OF THE OLD
 KM0284'VILLAGE OF PLATEAU.  TURN LEFT OPPOSITE TWO YELLOW FRONTED
 KM0284'BUILDINGS AND GO S ON A GRADED ROAD 0.8 MILE.  TURN RIGHT AT
 KM0284'T-INTERSECTION AND GO W 0.5 MILE.  TURN LEFT AND GO S, UP GRADE
 KM0284'1.2 MILES, THEN TURN RIGHT AT THE CROSSROADS, AND GO W,
 KM0284'FOLLOWING THE MAIN GRADED ROAD ACROSS THE PLATEAU AND ACROSS A
 KM0284'CANYON TO TOP OF GRADE, 2.1 MILES.  TURN LEFT, S AND
 KM0284'FOLLOW GRADED ROAD THAT RUNS ALONG THE E SIDE OF THE PLATEAU
 KM0284'FOR 1.5 MILES TO THE CARL WEBB FARMHOUSE AND A CULVERT OVER
 KM0284'AN IRRIGATION DITCH, CROSS CULVERT AND CONTINUE FOR 0.2
 KM0284'MILE TO A BURNT STUMP ON THE RIGHT AND END OF TRUCK
 KM0284'TRAVEL.  STATION IS 1/4TH MILE W AT TOP OF RIDGE.
 KM0284
 KM0284                          STATION RECOVERY (1953)
 KM0284
 KM0284'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 KM0284'NO TEXT.
 KM0284
 KM0284                          STATION RECOVERY (1982)
 KM0284
 KM0284'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1982 (SRW)
 KM0284'DEACON STATION MARK 1937 RECOVERED GOOD.
 KM0284'
 KM0284'RM NO 1 1937 RECOVERED GOOD.
 KM0284'
 KM0284'RM NO 2 1937 RECOVERED GOOD.
 KM0284'
 KM0284'AZIMUTH MARK NOT CHECKED.
 KM0284'
 KM0284'STAMPED STATION 62001 BECAUSE IT RECEIVED LESS THAN OR EQUAL 80
 KM0284'SATELLITE PASSES.
 KM0284
 KM0284                          STATION RECOVERY (1992)
 KM0284
 KM0284'RECOVERY NOTE BY KOOGLE AND POULS ENGINEERS 1992 (WEK)
 KM0284'USED IN GPS SURVEY, TO SUPPORT PHOTO CONTROL AT VEGA RESERVOIR, COLO.
 KM0284'FOUND AS DECRIBED, BOTH RMS 1 AND 2 FOUND IN GOOD CONDITION.
 KM0284
 KM0284                          STATION RECOVERY (1992)
 KM0284
 KM0284'RECOVERY NOTE BY KOOGLE AND POULS ENGINEERS 1992 (WEK)
 KM0284'USED IN GPS SURVEY, TO SUPPORT PHOTO CONTROL AT VEGA RESERVOIR, COLO.
 KM0284'FOUND AS DECRIBED, BOTH RMS 1 AND 2 FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0844 ***********************************************************************
 JL0844  DESIGNATION -  DEAD
 JL0844  PID         -  JL0844
 JL0844  STATE/COUNTY-  CO/DELTA
 JL0844  USGS QUAD   -  HOTCHKISS (1979)
 JL0844
 JL0844                         *CURRENT SURVEY CONTROL
 JL0844  ___________________________________________________________________
 JL0844* NAD 83(1992)-  38 47 46.85589(N)    107 44 12.51528(W)     ADJUSTED  
 JL0844* NAVD 88     -      1673.7    (meters)    5491.     (feet)  VERTCON   
 JL0844  ___________________________________________________________________
 JL0844  LAPLACE CORR-           4.35  (seconds)                    DEFLEC99
 JL0844  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 JL0844
 JL0844  HORZ ORDER  -  THIRD
 JL0844
 JL0844.The horizontal coordinates were established by classical geodetic methods
 JL0844.and adjusted by the National Geodetic Survey in January 1993..
 JL0844
 JL0844.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0844
 JL0844.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0844
 JL0844.The geoid height was determined by GEOID03.
 JL0844
 JL0844;                    North         East     Units Scale Factor Converg.
 JL0844;SPC CO C     -   414,094.103   720,110.170   MT  0.99994997   -1 24 38.6
 JL0844;SPC CO C     - 1,358,573.74  2,362,561.45   sFT  0.99994997   -1 24 38.6
 JL0844;UTM  13      - 4,297,735.809   262,317.381   MT  1.00029571   -1 42 56.0
 JL0844
 JL0844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0844!SPC CO C     -   0.99974001  x   0.99994997  =   0.99968999
 JL0844!UTM  13      -   0.99974001  x   1.00029571  =   1.00003564
 JL0844
 JL0844:                Primary Azimuth Mark                     Grid Az
 JL0844:SPC CO C     -  GUNN                                     173 59 11.0
 JL0844:UTM  13      -  GUNN                                     174 17 28.4
 JL0844
 JL0844|---------------------------------------------------------------------|
 JL0844| PID    Reference Object                     Distance      Geod. Az  |
 JL0844|                                                           dddmmss.s |
 JL0844| JL0843 GUNN                                APPROX. 3.9 KM 1723432.4 |
 JL0844|---------------------------------------------------------------------|
 JL0844
 JL0844                          SUPERSEDED SURVEY CONTROL
 JL0844
 JL0844  NAD 83(1986)-  38 47 46.85453(N)    107 44 12.49502(W) AD(       ) 3
 JL0844  NAD 27      -  38 47 46.91301(N)    107 44 10.28403(W) AD(       ) 3
 JL0844  NGVD 29 (07/19/86) 1672.4    (m)         5487.     (f) VERT ANG       
 JL0844
 JL0844.Superseded values are not recommended for survey control.
 JL0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0844.See file dsdata.txt to determine how the superseded data were derived.
 JL0844
 JL0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC6231797736(NAD 83)
 JL0844_MARKER: DD = SURVEY DISK
 JL0844_SETTING: 66 = SET IN ROCK OUTCROP
 JL0844_SP_SET: SET IN ROCK OUTCROP
 JL0844_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0844+STABILITY: POSITION/ELEVATION WELL
 JL0844
 JL0844  HISTORY     - Date     Condition        Report By
 JL0844  HISTORY     - 1951     MONUMENTED       USGS
 JL0844  HISTORY     - 20030822 GOOD             INDIV
 JL0844
 JL0844                          STATION DESCRIPTION
 JL0844
 JL0844'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JL0844'STATION LOCATED IN DELTA COUNTY, COLORADO IN THE RIVERSIDE CEMETERY
 JL0844'OF THE TOWN OF HOTCHKISS, COLORADO.
 JL0844'
 JL0844'TO REACH STATION FROM ROGERS MESA COMMUNITY HOUSE, LOCATED 4 MI. W.
 JL0844'OF HOTCHKISS, PROCEED E. ON STATE HIGHWAY 92 TOWARDS HOTCHKISS 1.9 MI.
 JL0844'TO Y-RD., THENCE RIGHT OFF HIGHWAY 92 AND ON GRADED RD. 0.5 MI. TO
 JL0844'Y-RD., THENCE LEFT DOWN DRAW 0.3 MI. TO Y-RD. AT CEMETERY ENTRANCE,
 JL0844'THENCE LEFT INTO CEMETERY.  PASS CARETAKERS SHACK AND PROCEED 0.1 MI.
 JL0844'FROM ENTRANCE, THENCE SHARP LEFT AT Y-RD. UP SIDE OF HILL 0.2 MI. TO
 JL0844'UPPER CEMETERY AND FORK IN RD., STATION LIES TO LEFT OF RD. ABOUT 25
 JL0844'FT.
 JL0844'
 JL0844'STATION MARK--STANDARD TABLET, STAMPED ---DEAD 1951---, CEMENTED IN
 JL0844'SOLID ROCK OUTCROP.
 JL0844'
 JL0844'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER IN TELEPHONE POLE, 58.20
 JL0844'FT. FROM STATION MARK, N 08 DEG 58 MIN E.
 JL0844'
 JL0844'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN GATEPOST, 33.40 FT.
 JL0844'FROM STATION MARK, S 57 DEG 25 MIN E.
 JL0844
 JL0844                          STATION RECOVERY (2003)
 JL0844
 JL0844'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MSJ)
 JL0844'REFERENCE MARKS ARE GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1312 ***********************************************************************
 JK1312  DESIGNATION -  DEAD
 JK1312  PID         -  JK1312
 JK1312  STATE/COUNTY-  CO/FREMONT
 JK1312  USGS QUAD   -  WAUGH MOUNTAIN (1983)
 JK1312
 JK1312                         *CURRENT SURVEY CONTROL
 JK1312  ___________________________________________________________________
 JK1312* NAD 83(1992)-  38 36 08.09712(N)    105 37 54.38031(W)     ADJUSTED  
 JK1312* NAVD 88     -      3511.4    (meters)   11520.     (feet)  VERTCON   
 JK1312  ___________________________________________________________________
 JK1312  LAPLACE CORR-          -7.25  (seconds)                    DEFLEC99
 JK1312  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 JK1312
 JK1312  HORZ ORDER  -  THIRD
 JK1312
 JK1312.The horizontal coordinates were established by classical geodetic methods
 JK1312.and adjusted by the National Geodetic Survey in January 1993..
 JK1312
 JK1312.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1312
 JK1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1312
 JK1312.The geoid height was determined by GEOID03.
 JK1312
 JK1312;                    North         East     Units Scale Factor Converg.
 JK1312;SPC CO C     -   390,164.279   902,923.542   MT  0.99997355   -0 04 59.2
 JK1312;SPC CO C     - 1,280,063.97  2,962,341.65   sFT  0.99997355   -0 04 59.2
 JK1312;UTM  13      - 4,272,828.488   444,988.516   MT  0.99963727   -0 23 39.0
 JK1312
 JK1312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1312!SPC CO C     -   0.99945163  x   0.99997355  =   0.99942520
 JK1312!UTM  13      -   0.99945163  x   0.99963727  =   0.99908910
 JK1312
 JK1312:                Primary Azimuth Mark                     Grid Az
 JK1312:SPC CO C     -  19 ARD                                   106 05 47.3
 JK1312:UTM  13      -  19 ARD                                   106 24 27.1
 JK1312
 JK1312|---------------------------------------------------------------------|
 JK1312| PID    Reference Object                     Distance      Geod. Az  |
 JK1312|                                                           dddmmss.s |
 JK1312| JK1311 19 ARD                              APPROX. 7.7 KM 1060048.1 |
 JK1312|---------------------------------------------------------------------|
 JK1312
 JK1312                          SUPERSEDED SURVEY CONTROL
 JK1312
 JK1312  NAD 83(1986)-  38 36 08.08853(N)    105 37 54.38313(W) AD(       ) 3
 JK1312  NAD 27      -  38 36 08.09461(N)    105 37 52.37612(W) AD(       ) 3
 JK1312  NGVD 29 (07/19/86) 3509.8    (m)        11515.     (f) VERT ANG       
 JK1312
 JK1312.Superseded values are not recommended for survey control.
 JK1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1312.See file dsdata.txt to determine how the superseded data were derived.
 JK1312
 JK1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC4498972828(NAD 83)
 JK1312
 JK1312  HISTORY     - Date     Condition        Report By
 JK1312  HISTORY     - 1957     MONUMENTED       USGS
 JK1312  HISTORY     - 1959     GOOD             USGS
 JK1312
 JK1312                          STATION DESCRIPTION
 JK1312
 JK1312'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 JK1312'STATION IS LOCATED ABOUT 19.4 MI. ENE. OF SALIDA, COLORADO, ABOUT
 JK1312'12.0 MI. (AIRLINE) N. OF TEXAS CREEK, COLORADO, ABOUT 7.6 MI. SSE.
 JK1312'OF BLACK MOUNTAIN, ON THE TOP OF WAUGH MOUNTAIN, LOCATED BETWEEN
 JK1312'COTTONWOOD CREEK AND NORTH TALLAHASSEE CREEK, AND IN SEC. 10,
 JK1312'T 50 N, R 12 E.  THE TOP OF WAUGH MOUNTAIN HAS BEEN BURNED OVER
 JK1312'AND IS COVERED WITH DEAD TREES.  STATION REACHED VIA HELICOPTER.
 JK1312'
 JK1312'STATION MARK--STANDARD USGS TABLET, SET IN TOP OF ROCK OUTCROP,
 JK1312'STAMPED ---DEAD 1957 11,514---.
 JK1312'
 JK1312'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1378 ***********************************************************************
 LL1378  DESIGNATION -  DEAD TREE
 LL1378  PID         -  LL1378
 LL1378  STATE/COUNTY-  CO/LARIMER
 LL1378  USGS QUAD   -  EATON RESERVOIR (1967)
 LL1378
 LL1378                         *CURRENT SURVEY CONTROL
 LL1378  ___________________________________________________________________
 LL1378* NAD 83(1992)-  40 57 36.48295(N)    105 37 53.75991(W)     ADJUSTED  
 LL1378* NAVD 88     -      2819.     (meters)    9249.     (feet)  SCALED    
 LL1378  ___________________________________________________________________
 LL1378  LAPLACE CORR-          -7.56  (seconds)                    DEFLEC99
 LL1378  GEOID HEIGHT-         -11.46  (meters)                     GEOID03
 LL1378
 LL1378  HORZ ORDER  -  THIRD
 LL1378
 LL1378.The horizontal coordinates were established by classical geodetic methods
 LL1378.and adjusted by the National Geodetic Survey in January 1997..
 LL1378
 LL1378.The orthometric height was scaled from a topographic map.
 LL1378
 LL1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1378
 LL1378.The geoid height was determined by GEOID03.
 LL1378
 LL1378;                    North         East     Units Scale Factor Converg.
 LL1378;SPC CO N     -   485,443.209   903,322.605   MT  1.00003348   -0 05 06.1
 LL1378;SPC CO N     - 1,592,658.26  2,963,650.91   sFT  1.00003348   -0 05 06.1
 LL1378;UTM  13      - 4,534,523.635   446,849.329   MT  0.99963477   -0 24 50.6
 LL1378
 LL1378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1378!SPC CO N     -   0.99955976  x   1.00003348  =   0.99959322
 LL1378!UTM  13      -   0.99955976  x   0.99963477  =   0.99919469
 LL1378
 LL1378:                Primary Azimuth Mark                     Grid Az
 LL1378:SPC CO N     -  8668=GALE                                020 18 04.2
 LL1378:UTM  13      -  8668=GALE                                020 37 48.7
 LL1378
 LL1378|---------------------------------------------------------------------|
 LL1378| PID    Reference Object                     Distance      Geod. Az  |
 LL1378|                                                           dddmmss.s |
 LL1378| MO1271 8668=GALE                           APPROX.10.0 KM 0201258.1 |
 LL1378|---------------------------------------------------------------------|
 LL1378
 LL1378                          SUPERSEDED SURVEY CONTROL
 LL1378
 LL1378  NAD 83(1992)-  40 57 36.47878(N)    105 37 53.75667(W) AD(       ) 3
 LL1378  NAD 83(1986)-  40 57 36.47546(N)    105 37 53.75654(W) AD(       ) 3
 LL1378  NAD 27      -  40 57 36.53991(N)    105 37 51.77303(W) AD(       ) 3
 LL1378
 LL1378.Superseded values are not recommended for survey control.
 LL1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1378.See file dsdata.txt to determine how the superseded data were derived.
 LL1378
 LL1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF4684934524(NAD 83)
 LL1378_MARKER: DD = SURVEY DISK
 LL1378_SETTING: 0 = UNSPECIFIED SETTING
 LL1378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1378
 LL1378  HISTORY     - Date     Condition        Report By
 LL1378  HISTORY     - 1915     MONUMENTED       USGS
 LL1378
 LL1378                          STATION DESCRIPTION
 LL1378
 LL1378'DESCRIBED BY US GEOLOGICAL SURVEY 1915
 LL1378'ON THE HIGHEST OF SEVERAL PEAKS FORMING THE RIDGE LYING AT THE
 LL1378'HEADWATERS OF TRAIL CREEK AND BETWEEN THAT CREEK AND SHEEP CREEK.
 LL1378'THE RIDGE IS FIRE SCARRED, LEAVING MANY DEAD TREES, FROM WHICH
 LL1378'FACT THE STATION DERIVED ITS NAME.  STATION IS ABOUT 3 MI. S. OF
 LL1378'THE BOULDER RIDGE ROAD AT A POINT ABOUT 3 MI. E. OF THE EATON DAM
 LL1378'AND RESERVOIR.  RD. LEADS FROM THIS POINT TO THE FOOT OF RIDGE,
 LL1378'WHICH CAN BE EASILY ASCENDED BY FOLLOWING TIE TRAILS.
 LL1378'
 LL1378'STATION MARK--A BRONZE TABLET IN SOLID ROCK OVER WHICH IS ERECTED A
 LL1378'ROCK CAIRN 7 FT. HIGH WITH TREE AND FLAGPOLE IN CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1376 ***********************************************************************
 LL1376  DESIGNATION -  DEADMAN
 LL1376  PID         -  LL1376
 LL1376  STATE/COUNTY-  CO/LARIMER
 LL1376  USGS QUAD   -  SOUTH BALD MOUNTAIN (1967)
 LL1376
 LL1376                         *CURRENT SURVEY CONTROL
 LL1376  ___________________________________________________________________
 LL1376* NAD 83(1992)-  40 49 48.50608(N)    105 45 00.93502(W)     ADJUSTED  
 LL1376* NAVD 88     -      3265.7    (meters)   10714.     (feet)  VERTCON   
 LL1376  ___________________________________________________________________
 LL1376  LAPLACE CORR-          -6.58  (seconds)                    DEFLEC99
 LL1376  GEOID HEIGHT-         -11.13  (meters)                     GEOID03
 LL1376
 LL1376  HORZ ORDER  -  THIRD
 LL1376
 LL1376.The horizontal coordinates were established by classical geodetic methods
 LL1376.and adjusted by the National Geodetic Survey in January 1993..
 LL1376
 LL1376.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1376
 LL1376.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1376
 LL1376.The geoid height was determined by GEOID03.
 LL1376
 LL1376;                    North         East     Units Scale Factor Converg.
 LL1376;SPC CO N     -   471,028.452   893,292.079   MT  1.00000793   -0 09 42.1
 LL1376;SPC CO N     - 1,545,365.85  2,930,742.43   sFT  1.00000793   -0 09 42.1
 LL1376;UTM  13      - 4,520,172.140   436,740.033   MT  0.99964925   -0 29 26.0
 LL1376
 LL1376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1376!SPC CO N     -   0.99948973  x   1.00000793  =   0.99949766
 LL1376!UTM  13      -   0.99948973  x   0.99964925  =   0.99913916
 LL1376
 LL1376:                Primary Azimuth Mark                     Grid Az
 LL1376:SPC CO N     -  BLACK                                    063 49 45.0
 LL1376:UTM  13      -  BLACK                                    064 09 28.9
 LL1376
 LL1376|---------------------------------------------------------------------|
 LL1376| PID    Reference Object                     Distance      Geod. Az  |
 LL1376|                                                           dddmmss.s |
 LL1376| LL1374 BLACK                               APPROX.10.5 KM 0634002.9 |
 LL1376| CP6953 DEADMAN RM 1                          8.087 METERS 21644     |
 LL1376| LL1375 DEADMAN LOOKOUT TOWER                 6.705 METERS 31019     |
 LL1376| CP6954 DEADMAN RM 2                          7.460 METERS 34119     |
 LL1376|---------------------------------------------------------------------|
 LL1376
 LL1376                          SUPERSEDED SURVEY CONTROL
 LL1376
 LL1376  NAD 83(1986)-  40 49 48.50095(N)    105 45 00.93252(W) AD(       ) 3
 LL1376  NAD 27      -  40 49 48.57000(N)    105 44 58.91000(W) AD(       ) 3
 LL1376  NGVD 29 (07/19/86) 3264.3    (m)        10710.     (f) VERT ANG       
 LL1376
 LL1376.Superseded values are not recommended for survey control.
 LL1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1376.See file dsdata.txt to determine how the superseded data were derived.
 LL1376
 LL1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF3674020172(NAD 83)
 LL1376_MARKER: DS = TRIANGULATION STATION DISK
 LL1376_SETTING: 80 = SET IN A BOULDER
 LL1376_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LL1376
 LL1376  HISTORY     - Date     Condition        Report By
 LL1376  HISTORY     - 1949     MONUMENTED       CGS
 LL1376  HISTORY     - 1963     GOOD             CGS
 LL1376
 LL1376                          STATION DESCRIPTION
 LL1376
 LL1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LL1376'THE STATION IS LOCATED ABOUT 10 MILES AIR LINE WEST-NORTHWEST
 LL1376'OF RED FEATHER LAKES, ON A HIGH TIMBER-COVERED HILL, NEAR THE
 LL1376'DEADMAN LOOKOUT TOWER, 9 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 LL1376'OF TOWER, PROJECTS ABOUT 18 INCHES, AND IS STAMPED, DEADMAN 1949.
 LL1376'
 LL1376'REFERENCE MARK NO. 1 IS APPROXIMATELY 5 FEET LOWER THAN THE
 LL1376'STATION, SET FLUSH WITH THE GROUND, AND IS STAMPED, DEADMAN NO 1 1949.
 LL1376'
 LL1376'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 LL1376'THE STATION, LOCATED IN THE TOP OF THE NORTHEAST CONCRETE
 LL1376'FOUNDATION BLOCK, PROJECTS ABOUT 1 FOOT AND IS STAMPED, DEADMAN
 LL1376'NO 2 1949.
 LL1376'
 LL1376'TRIANGULATION STATION BLACK 1949 IS THE AZIMUTH.
 LL1376'
 LL1376'TO REACH FROM THE POST OFFICE AT RED FEATHER LAKES, GO SOUTH
 LL1376'ON MAIN ROAD FOR 0.8 MILES TO A T-INTERSECTION AND SIGN, DEADMAN
 LL1376'FIRE TOWER 12 MI.  TURN RIGHT AND FOLLOW MAIN TRAVELED ROAD
 LL1376'FOR 12.1 MILES TO SUMMIT AND SIGN, DEADMAN FIRE TOWER 3 MI.
 LL1376'TURN RIGHT AND GO 2.7 MILES TO THE LOOKOUT TOWER AND STATION
 LL1376'AS DESCRIBED ABOVE.  A DRIVE STATION.
 LL1376
 LL1376                          STATION RECOVERY (1963)
 LL1376
 LL1376'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AWH)
 LL1376'STATION FOUND AS DESCRIBED.  ALL MARKS FOUND AND IN GOOD
 LL1376'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7735 ***********************************************************************
 AC7735  DESIGNATION -  DEAKINS
 AC7735  PID         -  AC7735
 AC7735  STATE/COUNTY-  CO/ROUTT
 AC7735  USGS QUAD   -  STEAMBOAT SPRINGS (1969)
 AC7735
 AC7735                         *CURRENT SURVEY CONTROL
 AC7735  ___________________________________________________________________
 AC7735* NAD 83(1992)-  40 27 14.36988(N)    106 49 01.67757(W)     ADJUSTED  
 AC7735* NAVD 88     -      2067.9    (meters)    6784.     (feet)  GPS OBS   
 AC7735  ___________________________________________________________________
 AC7735  X           -  -1,406,582.036 (meters)                     COMP
 AC7735  Y           -  -4,653,794.724 (meters)                     COMP
 AC7735  Z           -   4,117,807.345 (meters)                     COMP
 AC7735  LAPLACE CORR-          10.12  (seconds)                    DEFLEC99
 AC7735  ELLIP HEIGHT-        2055.46  (meters)          (12/03/02) GPS OBS
 AC7735  GEOID HEIGHT-         -12.44  (meters)                     GEOID03
 AC7735
 AC7735  HORZ ORDER  -  FIRST
 AC7735  ELLP ORDER  -  FOURTH    CLASS II
 AC7735
 AC7735.The horizontal coordinates were established by GPS observations
 AC7735.and adjusted by the National Geodetic Survey in April 1997..
 AC7735
 AC7735.The orthometric height was determined by GPS observations and a
 AC7735.high-resolution geoid model.
 AC7735
 AC7735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7735
 AC7735.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7735
 AC7735.The ellipsoidal height was determined by GPS observations
 AC7735.and is referenced to NAD 83.
 AC7735
 AC7735.The geoid height was determined by GEOID03.
 AC7735
 AC7735;                    North         East     Units Scale Factor Converg.
 AC7735;SPC CO N     -   430,058.928   802,683.428   MT  0.99996312   -0 51 03.8
 AC7735;SPC CO N     - 1,410,951.67  2,633,470.55   sFT  0.99996312   -0 51 03.8
 AC7735;UTM  13      - 4,479,733.456   345,918.067   MT  0.99989224   -1 10 45.3
 AC7735
 AC7735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7735!SPC CO N     -   0.99967766  x   0.99996312  =   0.99964080
 AC7735!UTM  13      -   0.99967766  x   0.99989224  =   0.99956994
 AC7735
 AC7735                          SUPERSEDED SURVEY CONTROL
 AC7735
 AC7735  ELLIP H (04/07/97) 2055.47   (m)                       GP(       ) 2 1
 AC7735
 AC7735.Superseded values are not recommended for survey control.
 AC7735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7735.See file dsdata.txt to determine how the superseded data were derived.
 AC7735
 AC7735_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE4591879733(NAD 83)
 AC7735_MARKER: DD = SURVEY DISK
 AC7735_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AC7735_STAMPING: DEAKINS 1992
 AC7735_MARK LOGO: CODOT 
 AC7735_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC7735+STABILITY: SURFACE MOTION
 AC7735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7735+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AC7735
 AC7735  HISTORY     - Date     Condition        Report By
 AC7735  HISTORY     - 1992     MONUMENTED       CODOT
 AC7735
 AC7735                          STATION DESCRIPTION
 AC7735
 AC7735'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1992 (LEI)
 AC7735'THE STATION IS LOCATED ABOUT 2.25 MI (3.62 KM) SOUTH-SOUTHEAST OF
 AC7735'STEAMBOAT SPRINGS, 1.15 MI (1.85 KM) WEST-SOUTHWEST OF THE STEAMBOAT
 AC7735'SPRINGS SKI AREA AND JUST EAST OF THE YAMPA RIVER, IN THE NORTHWEST
 AC7735'1/4 OF SECTION 28, T 6 N, R 84 W, AT U.S.  HIGHWAY 40 MILEPOST 138.9.
 AC7735'OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY.  TO
 AC7735'REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 40 AND
 AC7735'COLORADO HIGHWAY 131, SOUTH OF STAEMBOAT SPRINGS, GO NORTH ON U.S.
 AC7735'HIGHWAY 40 FOR 1.75 MI (2.82 KM) TO THE STATION ON THE LEFT, ON THE
 AC7735'TOP OF A SMALL HILL.  THE STATION MARK IS A COLORADO DEPARTMENT OF
 AC7735'HIGHWAYS CONTROL MONUMENT DISK DRIVEN ON ALUMINUM ROD, SET IN A 2 FT
 AC7735'(0.6 M) DIAMETER CONCRETE COLLAR, FLUSH WITH THE GOUND.  IT IS 135.6
 AC7735'FT (41.3 M) NORTHWEST OF A GAS POPOFF VALVE, 124.0 FT (37.8 M)
 AC7735'SOUTHWEST OF THE CENTER OF THE CENTER DIVIDER OF U.S.  HIGHWAY 40,
 AC7735'42.0 FT (12.8 M) NORTHEAST OF THE NORTHERN EDGE OF A BIKE TRAIL, 4.7
 AC7735'FT (1.4 M) NORTHWEST OF A WITNESS POST AND 3.7 FT (1.1 M)
 AC7735'SOUTH-SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1952 ***********************************************************************
 KK1952  DESIGNATION -  DECKERS
 KK1952  PID         -  KK1952
 KK1952  STATE/COUNTY-  CO/DOUGLAS
 KK1952  USGS QUAD   -  WESTCREEK (1994)
 KK1952
 KK1952                         *CURRENT SURVEY CONTROL
 KK1952  ___________________________________________________________________
 KK1952* NAD 83(1992)-  39 14 48.35272(N)    105 13 37.80871(W)     ADJUSTED  
 KK1952* NAVD 88     -      2093.2    (meters)    6867.     (feet)  VERTCON   
 KK1952  ___________________________________________________________________
 KK1952  LAPLACE CORR-          -8.74  (seconds)                    DEFLEC99
 KK1952  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 KK1952
 KK1952  HORZ ORDER  -  SECOND
 KK1952
 KK1952.The horizontal coordinates were established by classical geodetic methods
 KK1952.and adjusted by the National Geodetic Survey in January 1993..
 KK1952
 KK1952.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1952
 KK1952.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1952
 KK1952.The geoid height was determined by GEOID03.
 KK1952
 KK1952;                    North         East     Units Scale Factor Converg.
 KK1952;SPC CO C     -   461,737.711   937,952.408   MT  0.99993913   +0 10 19.5
 KK1952;SPC CO C     - 1,514,884.47  3,077,265.53   sFT  0.99993913   +0 10 19.5
 KK1952;UTM  13      - 4,344,185.488   480,397.530   MT  0.99960473   -0 08 37.4
 KK1952
 KK1952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1952!SPC CO C     -   0.99967398  x   0.99993913  =   0.99961313
 KK1952!UTM  13      -   0.99967398  x   0.99960473  =   0.99927884
 KK1952
 KK1952:                Primary Azimuth Mark                     Grid Az
 KK1952:SPC CO C     -  DECKERS AZ MK 2                          042 29 57.6
 KK1952:UTM  13      -  DECKERS AZ MK 2                          042 48 54.5
 KK1952
 KK1952|---------------------------------------------------------------------|
 KK1952| PID    Reference Object                     Distance      Geod. Az  |
 KK1952|                                                           dddmmss.s |
 KK1952| CP6956 DECKERS AZ MK 2                                    0424017.1 |
 KK1952| CP6955 DECKERS AZ MK                                      0433511.3 |
 KK1952| CP6957 DECKERS RM 1                          6.410 METERS 23749     |
 KK1952| CP6958 DECKERS RM 2                          8.073 METERS 33109     |
 KK1952|---------------------------------------------------------------------|
 KK1952
 KK1952                          SUPERSEDED SURVEY CONTROL
 KK1952
 KK1952  NAD 83(1986)-  39 14 48.34784(N)    105 13 37.81035(W) AD(       ) 2
 KK1952  NAD 27      -  39 14 48.38300(N)    105 13 35.83100(W) AD(       ) 2
 KK1952  NGVD 29 (07/19/86) 2092.1    (m)         6864.     (f) VERT ANG       
 KK1952
 KK1952.Superseded values are not recommended for survey control.
 KK1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1952.See file dsdata.txt to determine how the superseded data were derived.
 KK1952
 KK1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8039844185(NAD 83)
 KK1952_MARKER: DS = TRIANGULATION STATION DISK
 KK1952_SETTING: 0 = UNSPECIFIED SETTING
 KK1952
 KK1952  HISTORY     - Date     Condition        Report By
 KK1952  HISTORY     - 1953     MONUMENTED       CGS
 KK1952  HISTORY     - 1977     GOOD             NGS
 KK1952
 KK1952                          STATION DESCRIPTION
 KK1952
 KK1952'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KK1952'THE STATION IS LOCATED ABOUT 11 MILES SOUTH OF BUFFALO, 7
 KK1952'MILES NORTH-NORTHWEST OF WEST CREEK, 3-1/2 MILES NORTHEAST
 KK1952'OF CHESSMAN LAKE, 1 MILE SOUTH OF DECKERS AND ON THE SUMMIT
 KK1952'OF A HIGH WOODED HILL WHICH IS 0.3 MILE SOUTHEAST OF STATE
 KK1952'HIGHWAY 67.  IT IS 11 FEET SOUTHEAST OF AN 8 INCH PINE TREE
 KK1952'WITH A TRIANGLE BLAZE.  IT IS A STANDARD BRONZE MARK BRAZED
 KK1952'TO THE TOP OF A 2 INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES
 KK1952'AND IS STAMPED DECKERS 1953.
 KK1952'
 KK1952'REFERENCE MARK NO. 1 IS 21 FEET SOUTH OF AN 8 INCH PINE TREE
 KK1952'WITH A TRIANGLE BLAZE.  IT IS A STANDARD BRONZE MARK BRAZED
 KK1952'TO THE TOP OF A 2 INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES
 KK1952'AND IS STAMPED DECKERS NO 1 1953.
 KK1952'
 KK1952'REFERENCE MARK NO. 2 IS 17 FEET NORTHWEST OF AN 8 INCH PINE
 KK1952'TREE WITH A TRIANGLE BLAZE.  IT IS A STANDARD BRONZE MARK BRAZED
 KK1952'TO THE TOP OF A 2 INCH CAST IRON PIPE WHICH PROJECTS 6 INCHES
 KK1952'AND IS STAMPED DECKERS NO 2 1953.
 KK1952'
 KK1952'THE DISTANCE BETWEEN REFERENCE MARKS IS 34.7 FEET.
 KK1952'
 KK1952'THE AZIMUTH MARK IS SET FLUSH IN BEDROCK, 0.1 MILE EAST-NORTHEAST
 KK1952'ACROSS THE ROAD FROM AN OLD FARM HOUSE AND 42 FEET NORTHEAST
 KK1952'OF THE CENTER OF STATE HIGHWAY 67.  IT PROJECTS ABOUT 8 FEET
 KK1952'ABOVE THE LEVEL OF THE ROAD AND IS STAMPED DECKERS 1953.
 KK1952'
 KK1952'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 126
 KK1952'AND 67 AT THE SOUTH EDGE OF DECKERS, GO SOUTHERLY ON STATE
 KK1952'HIGHWAY 67 FOR 0.4 MILE TO AN OLD FARM HOUSE ON THE RIGHT
 KK1952'AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE SOUTHERLY
 KK1952'FOR 0.2 MILE TO A TRIANGLE BLAZED TREE ON THE LEFT AND THE END
 KK1952'OF TRUCK TRAVEL.  FROM THIS POINT PACK SOUTHERLY ACROSS A SMALL
 KK1952'CREEK THAT RUNS EAST-WEST AND UP A STEEP DRAW TO THE SOUTH FOR
 KK1952'ABOUT 0.25 MILE TO A SMALL DRAW LEADING TO THE RIGHT.  TURN
 KK1952'RIGHT AND PACK WESTERLY UP THE DRAW AND UP A STEEP SLOPE FOR
 KK1952'ABOUT 0.25 MILE TO THE SUMMIT OF A HIGH HILL AND THE STATION
 KK1952'AS DESCRIBED.
 KK1952
 KK1952                          STATION RECOVERY (1977)
 KK1952
 KK1952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1952'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 KK1952'GOOD CONDITION.  THE DISTANCE AND DIRECTION TO BOTH
 KK1952'REFERENCE MARKS CHECKED PREVIOUS DATA.
 KK1952'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 KK1952'FOUND.  A NEW AZIMUTH MARK WAS SET AT THIS TIME.  A NEW AND
 KK1952'COMPLETE DESCRIPTION FOLLOWS.
 KK1952'
 KK1952'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF BUFFALO, 7 MILES
 KK1952'NORTH-NORTHWEST OF WEST CREEK, 4-1/2 MILES NORTHEAST OF
 KK1952'CHESSMAN LAKE, 1 MILE SOUTH OF DECKERS AND ON THE SUMMIT OF A
 KK1952'HIGH WOODED HILL WHICH IS 0.3 MILE SOUTHEAST OF STATE HIGHWAY
 KK1952'67.  IT IS IN THE SOUTHEAST QUARTER OF SECTION 21, T. 9 S.
 KK1952'R. 70 W.
 KK1952'
 KK1952'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 67 AND
 KK1952'126 IN THE SMALL COMMUNITY OF DECKERS, GO SOUTHERLY ON STATE
 KK1952'HIGHWAY 67 FOR 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 KK1952'CONTINUE SOUTHERLY ON HIGHWAY FOR 0.2 MILE TO A BLAZED TREE ON
 KK1952'THE RIGHT AT A SMALL PARKING AREA AND THE END OF TRUCK TRAVEL.
 KK1952'FROM HERE PACK SOUTHERLY ACROSS A SMALL CREEK AND THEN WESTERLY
 KK1952'UP A DRAW AND STEEP SLOPE FOR ABOUT 0.3 MILE TO THE STATION ON
 KK1952'TOP OF HIGH WOODED HILL.  THIS IS ABOUT A 40 MINUTE PACK.
 KK1952'
 KK1952'STATION MARK, STAMPED---DECKERS 1953---, IS A STANDARD DISK
 KK1952'BRAZED TO THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS 8 INCHES
 KK1952'ABOVE THE GROUND.  IT IS 11 FEET SOUTHEAST OF AN 8-INCH BLAZED
 KK1952'PINE TREE AND 22.2 FEET NORTH OF A 12-INCH PINE TREE.
 KK1952'
 KK1952'REFERENCE MARK 1, STAMPED---DECKERS NO 1 1953---, IS A STANDARD
 KK1952'DISK BRAZED TO THE TOP OF A 3-INCH IRON PIPE WHICH PROJECTS
 KK1952'8 INCHES ABOVE THE GROUND.  IT IS 21.4 FEET SOUTH OF AN 8-INCH
 KK1952'BLAZED PINE TREE AND 28 FEET WEST OF A 12-INCH PINE TREE.
 KK1952'
 KK1952'REFERENCE MARK 2, STAMPED---DECKERS NO 2 1953---, IS A STANDARD
 KK1952'DISK BRAZED TO THE TOP OF A 3-INCH PIPE WHICH PROJECTS 8 INCHES
 KK1952'ABOVE THE GROUND.  IT IS 11.9 FEET SOUTH-SOUTHWEST OF A
 KK1952'MULTIPLE-TRUNK PINE TREE AND 16.8 FEET NORTHWEST OF AN 8-INCH
 KK1952'BLAZED PINE TREE.
 KK1952'
 KK1952'AZIMUTH MARK, STAMPED---DECKERS 1953 NO 2 1977---, IS A
 KK1952'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 4 BY 4 FOOT
 KK1952'BOULDER WHICH IS ABOUT 6 FEET HIGHER THAN THE HIGHWAY.  IT IS
 KK1952'3 FEET WEST OF A 10-INCH PINE TREE AND 59 FEET NORTHEAST OF THE
 KK1952'CENTER OF STATE HIGHWAY 67.
 KK1952'
 KK1952'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7736 ***********************************************************************
 AC7736  DESIGNATION -  DEEMS
 AC7736  PID         -  AC7736
 AC7736  STATE/COUNTY-  CO/ROUTT
 AC7736  USGS QUAD   -  BLACKTAIL MOUNTAIN (1969)
 AC7736
 AC7736                         *CURRENT SURVEY CONTROL
 AC7736  ___________________________________________________________________
 AC7736* NAD 83(1992)-  40 20 58.11430(N)    106 45 12.89581(W)     ADJUSTED  
 AC7736* NAVD 88     -      2639.6    (meters)    8660.     (feet)  GPS OBS   
 AC7736  ___________________________________________________________________
 AC7736  X           -  -1,403,713.986 (meters)                     COMP
 AC7736  Y           -  -4,662,974.524 (meters)                     COMP
 AC7736  Z           -   4,109,336.879 (meters)                     COMP
 AC7736  LAPLACE CORR-          12.10  (seconds)                    DEFLEC99
 AC7736  ELLIP HEIGHT-        2627.40  (meters)          (12/03/02) GPS OBS
 AC7736  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 AC7736
 AC7736  HORZ ORDER  -  FIRST
 AC7736  ELLP ORDER  -  FOURTH    CLASS II
 AC7736
 AC7736.The horizontal coordinates were established by GPS observations
 AC7736.and adjusted by the National Geodetic Survey in April 1997..
 AC7736
 AC7736.The orthometric height was determined by GPS observations and a
 AC7736.high-resolution geoid model.
 AC7736
 AC7736.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7736
 AC7736.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7736
 AC7736.The ellipsoidal height was determined by GPS observations
 AC7736.and is referenced to NAD 83.
 AC7736
 AC7736.The geoid height was determined by GEOID03.
 AC7736
 AC7736;                    North         East     Units Scale Factor Converg.
 AC7736;SPC CO N     -   418,376.772   807,909.319   MT  0.99995833   -0 48 35.9
 AC7736;SPC CO N     - 1,372,624.46  2,650,615.82   sFT  0.99995833   -0 48 35.9
 AC7736;UTM  13      - 4,468,022.588   351,076.823   MT  0.99987301   -1 08 08.0
 AC7736
 AC7736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7736!SPC CO N     -   0.99958800  x   0.99995833  =   0.99954635
 AC7736!UTM  13      -   0.99958800  x   0.99987301  =   0.99946107
 AC7736
 AC7736                          SUPERSEDED SURVEY CONTROL
 AC7736
 AC7736  ELLIP H (04/07/97) 2627.39   (m)                       GP(       ) 2 1
 AC7736
 AC7736.Superseded values are not recommended for survey control.
 AC7736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7736.See file dsdata.txt to determine how the superseded data were derived.
 AC7736
 AC7736_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE5107768023(NAD 83)
 AC7736_MARKER: DD = SURVEY DISK
 AC7736_SETTING: 66 = SET IN ROCK OUTCROP
 AC7736_STAMPING: DEEMS 1992 MP 144.2
 AC7736_MARK LOGO: CODOT 
 AC7736_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC7736_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC7736+STABILITY: POSITION/ELEVATION WELL
 AC7736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7736+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AC7736
 AC7736  HISTORY     - Date     Condition        Report By
 AC7736  HISTORY     - 1992     MONUMENTED       CODOT
 AC7736
 AC7736                          STATION DESCRIPTION
 AC7736
 AC7736'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1992 (LEI)
 AC7736'THE STATION IS LOCATED ABOUT 9.75 MI (15.69 KM) SOUTHEAST OF STEAMBOAT
 AC7736'SPRINGS, 5.0 MI (8.0 KM) SOUTHWEST OF RABBIT EARS PASS, AND 2.4 MI
 AC7736'(3.9 KM) EAST OF THE YAMPA RIVER, IN T 5 N, R 84 W, AT U.S.  HIGHWAY
 AC7736'40 MILEPOST 144.2.  OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION.
 AC7736'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 40 AND
 AC7736'COLORADO STATE HIGHWAY 131.  SOUTH OF STEAMBOAT SPRINGS, GO SOUTHEAST
 AC7736'ON U.S.  HIGHWAY 40 FOR 7.4 MI (11.9 KM) TO THE STATION ON THE RIGHT
 AC7736'ON A SMALL ROCK OUTCROP.  THE STATION MARK IS A COLORADO DEPARTMENT OF
 AC7736'HIGHWAYS SURVEY DISK SET IN A DRILL HOLE IN A 75 FT (22.9 M) BY 25 FT
 AC7736'(7.6 M) ROCK OUTCROP.  IT IS 110.0 FT (33.5 M) OF U.S.  HIGHWAY 40,
 AC7736'5.0 FT (1.5 M) EAST OF THE HIGHEST POINT OF THE OUTCROP, 4.9 FT (1.5
 AC7736'M) SOUTHWEST OF A WITNESS POST, ABOUT 15 FT (4.6 M) ABOVE THE HIGHWAY
 AC7736'AND 2 FT (0.6 M) BELOW THE HIGHEST ROCK IN THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0093 ***********************************************************************
 KK0093  DESIGNATION -  DEER
 KK0093  PID         -  KK0093
 KK0093  STATE/COUNTY-  CO/ARAPAHOE
 KK0093  USGS QUAD   -  PEORIA (1978)
 KK0093
 KK0093                         *CURRENT SURVEY CONTROL
 KK0093  ___________________________________________________________________
 KK0093* NAD 83(1992)-  39 40 01.60258(N)    104 01 49.46004(W)     ADJUSTED  
 KK0093* NAVD 88     -      1616.696  (meters)    5304.11   (feet)  ADJUSTED  
 KK0093  ___________________________________________________________________
 KK0093  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 KK0093  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 KK0093  DYNAMIC HT  -        1615.224 (meters)    5299.28  (feet)  COMP
 KK0093  MODELED GRAV-     979,658.8   (mgal)                       NAVD 88
 KK0093
 KK0093  HORZ ORDER  -  FIRST
 KK0093  VERT ORDER  -  SECOND    CLASS 0
 KK0093
 KK0093.The horizontal coordinates were established by classical geodetic methods
 KK0093.and adjusted by the National Geodetic Survey in January 1993..
 KK0093
 KK0093.The orthometric height was determined by differential leveling
 KK0093.and adjusted by the National Geodetic Survey in June 1991..
 KK0093
 KK0093.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK0093
 KK0093.The geoid height was determined by GEOID03.
 KK0093
 KK0093.The dynamic height is computed by dividing the NAVD 88
 KK0093.geopotential number by the normal gravity value computed on the
 KK0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0093.degrees latitude (g = 980.6199 gals.).
 KK0093
 KK0093.The modeled gravity was interpolated from observed gravity values.
 KK0093
 KK0093;                    North         East     Units Scale Factor Converg.
 KK0093;SPC CO C     -   509,388.993 1,040,495.996   MT  0.99998465   +0 55 36.7
 KK0093;SPC CO C     - 1,671,220.39  3,413,693.95   sFT  0.99998465   +0 55 36.7
 KK0093;UTM  13      - 4,391,260.158   583,165.528   MT  0.99968515   +0 37 08.2
 KK0093
 KK0093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK0093!SPC CO C     -   0.99974939  x   0.99998465  =   0.99973404
 KK0093!UTM  13      -   0.99974939  x   0.99968515  =   0.99943462
 KK0093
 KK0093:                Primary Azimuth Mark                     Grid Az
 KK0093:SPC CO C     -  DEER TRAIL MUNICIPAL TANK                191 22 19.5
 KK0093:UTM  13      -  DEER TRAIL MUNICIPAL TANK                191 40 48.0
 KK0093
 KK0093|---------------------------------------------------------------------|
 KK0093| PID    Reference Object                     Distance      Geod. Az  |
 KK0093|                                                           dddmmss.s |
 KK0093| KK1576 DEER TRAIL MUNICIPAL TANK           APPROX. 6.1 KM 1921756.2 |
 KK0093| KK1571 C E=DEER RM 2                        18.095 METERS 25233     |
 KK0093| KK1573 DORIS                               389.086 METERS 27324     |
 KK0093| KK1582 STRASBURG ATT RELAY TOWER           APPROX.23.5 KM 2773450.7 |
 KK0093| KK1578 BYERS FARMERS UNION GRAIN ELEV      APPROX.17.4 KM 2860544.5 |
 KK0093| KK1583 STRASBURG MUNICIPAL TANK            APPROX.26.4 KM 2884305.2 |
 KK0093| KK1574 TRAIL                               APPROX. 1.3 KM 3144547.3 |
 KK0093| KK0091 DEER RM 1                            28.849 METERS 32428     |
 KK0093|---------------------------------------------------------------------|
 KK0093
 KK0093                          SUPERSEDED SURVEY CONTROL
 KK0093
 KK0093  NAD 83(1986)-  39 40 01.59598(N)    104 01 49.45729(W) AD(       ) 1
 KK0093  NAD 27      -  39 40 01.67587(N)    104 01 47.60265(W) AD(       ) 1
 KK0093  NGVD 29 (??/??/92) 1615.881  (m)         5301.44   (f) ADJ UNCH    2 0
 KK0093
 KK0093.Superseded values are not recommended for survey control.
 KK0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0093.See file dsdata.txt to determine how the superseded data were derived.
 KK0093
 KK0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED8316691260(NAD 83)
 KK0093_MARKER: DS = TRIANGULATION STATION DISK
 KK0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0093_STAMPING: DEER 1960
 KK0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0093+STABILITY: SURFACE MOTION
 KK0093
 KK0093  HISTORY     - Date     Condition        Report By
 KK0093  HISTORY     - 1960     MONUMENTED       CGS
 KK0093  HISTORY     - 1960     GOOD             NGS
 KK0093  HISTORY     - 1961     GOOD             CGS
 KK0093  HISTORY     - 1977     GOOD             NGS
 KK0093
 KK0093                          STATION DESCRIPTION
 KK0093
 KK0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KK0093'THE STATION IS ABOUT 3 1/2 MILES NORTH AND 1 MILE EAST OF DEER TRAIL,
 KK0093'ON U.S. GOVERNMENT PROPERTY AT COMPLEX SITE 2-B.
 KK0093'
 KK0093'TO REACH THE STATION FROM THE POST OFFICE IN DEER TRAIL GO NORTHWEST
 KK0093'ON U.S. HIGHWAYS 40 AND 287 FOR 0.4 MILE TO A SIDE ROAD RIGHT, TURN
 KK0093'RIGHT AND GO NORTHEAST AND NORTH ON THE MACADAM ROAD FOR 3.6 MILES TO
 KK0093'A ROAD RIGHT LEADING TO COMPLEX SITE 2-B, TURN RIGHT AND GO EAST ON
 KK0093'THE GRAVELED ROAD FOR 0.65 MILE TO THE STATION.
 KK0093'
 KK0093'THE STATION MARK, STAMPED DEER 1960, IS A STANDARD DISK SET IN THE
 KK0093'TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  IT IS
 KK0093'160 FEET WEST OF THE U.S. ARMY ENGINEERS OFFICE, 8 FEET EAST OF A
 KK0093'NORTH-SOUTH FENCE LINE AND 3 FEET EAST OF THE WITNESS POST.
 KK0093'
 KK0093'REFERENCE MARK NO. 1, STAMPED DEER NO 1 1960, IS A STANDARD DISK SET
 KK0093'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 KK0093'IT IS 26 FEET NORTHWEST OF THE WITNESS POST AND 1 FOOT NORTH OF AN
 KK0093'EAST-WEST FENCE LINE.
 KK0093'
 KK0093'A U.S.E. MARK, STAMPED C E, SET IN THE TOP OF A 4-INCH X 6-INCH
 KK0093'CONCRETE POST THAT PROJECTS 3 INCHES WAS USED FOR R.M. 2.  IT IS 56
 KK0093'FEET EAST OF THE WITNESS POST.
 KK0093'
 KK0093'TRIANGULATION STATION TRAIL WAS USED FOR THE AZIMUTH MARK, SEE
 KK0093'DESCRIPTION THEREOF.
 KK0093
 KK0093                          STATION RECOVERY (1960)
 KK0093
 KK0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KK0093'3.5 MI NE FROM DEER TRAIL.
 KK0093'0.3 MILE NORTH ALONG U.S. HIGHWAY 40 FROM THE RAILROAD DEPOT AT
 KK0093'DEER TRAIL, THENCE EAST AND NORTH ALONG AN OILED ROAD 4 MILES.
 KK0093'THE MARK IS 160 FEET WEST OF THE U.S. ARMY ENGINEERS OFFICE,
 KK0093'8 FEET EAST OF A NORTH-SOUTH FENCE LINE AND 3 FEET EAST OF A METAL
 KK0093'WITNESS POST.  IT IS A STANDARD TRIANGULATION STATION DISK SET IN THE
 KK0093'TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 3 INCHES.
 KK0093
 KK0093                          STATION RECOVERY (1961)
 KK0093
 KK0093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 KK0093'THE STATION AND MARKS WERE RECOVERED IN GOOD CONDITION.
 KK0093'
 KK0093'THE STATION IS ABOUT 3 1/2 MILES NORTH AND ABOUT 1 MILE EAST OF DEER
 KK0093'TRAIL, AT SITE 849 B.  IT IS IN TOWNSHIP 5 S, RANGE 59 W, NE 1/4 OF
 KK0093'SECTION 31.
 KK0093'
 KK0093'TO REACH THE STATION FROM THE POST OFFICE IN DEER TRAIL, GO NORTHWEST
 KK0093'ON US HIGHWAY 40 AND 287 FOR 0.4 MILE, TURN RIGHT OFF THE HIGHWAY ONTO
 KK0093'NINTH STREET AND GO NORTHEAST AND NORTH ON THE PAVED ROAD FOR 3.6
 KK0093'MILES, TAKE THE SIDE ROAD, RIGHT AND GO EAST FOR 0.65 MILE TO SITE
 KK0093'849 B AND THE STATION ON THE RIGHT.
 KK0093'
 KK0093'THE STATION IS A STANDARD DISK STAMPED DEER 1960 SET IN TOP OF A 10
 KK0093'INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES ABOVE THE
 KK0093'GROUND.  IT IS SET INSIDE OF A TRIANGLE OF 3 WHITE GUARD POSTS, 8
 KK0093'FEET EAST OF A NORTH-SOUTH FENCE LINE AND 3 FEET EAST OF A METAL
 KK0093'WITNESS MARKER.
 KK0093'
 KK0093'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED DEER NO 1 1960
 KK0093'SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 KK0093'INCHES ABOVE THE GROUND AND IS THE SAME ELEVATION AS THE STATION.
 KK0093'IT IS 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 KK0093'
 KK0093'U.S.E. MARK (R.M. 2) IS A SMALL BRASS DISK STAMPED CE SET IN TOP OF A
 KK0093'4-INCH BY 6-INCH CONCRETE MONUMENT WHICH PROJECTS 3 INCHES ABOVE THE
 KK0093'GROUND AND IS THE SAME ELEVATION AS THE STAITION.  IT IS 51 FEET WEST
 KK0093'OF A NORTH-SOUTH FENCE LINE.
 KK0093'
 KK0093'TRIANGULATION STATION TRAIL WAS USED FOR THE AZIMUTH MARK.
 KK0093
 KK0093                          STATION RECOVERY (1977)
 KK0093
 KK0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KK0093'STATION RECOVERED AND ALL MARKS WERE FOUND.  THE CONCRETE HAD BEEN
 KK0093'CHIPPED FROM AROUND THE DISK OF REFERENCE MARK 1.  IT WAS REPAIRED
 KK0093'AT THIS TIME.  A METAL WITNESS POST WAS SET ABOUT 3 FEET WEST OF
 KK0093'THE STATION MARK AT THIS TIME.
 KK0093'
 KK0093'STATION IS REACHED FROM THE POST OFFICE AND MUNICIPAL WATER TANK
 KK0093'(DATES AND SECOND STREETS INTERSECTION) IN DEER FIELD.  GO
 KK0093'SOUTHEAST ON SECOND STREET FOR 0.1 MILE TO CEDAR STREET.  TURN LEFT
 KK0093'AND GO EAST ON CEDAR STREET, PASSING BENEATH INTERSTATE HIGHWAY 70
 KK0093'FOR 0.35 MILE TO A SURFACED CROSSROAD.  TURN LEFT AND GO NORTH
 KK0093'ON THE SURFACED ROAD FOR 0.65 MILE TO THE JUNCTION OF COUNTY
 KK0093'ROADS 217 AND 34.  CONTINUE STRAIGHT AHEAD, NORTH ON COUNTY
 KK0093'ROAD 217 (SURFACED) FOR 2.95 MILES TO A SURFACED ROAD AND
 KK0093'CATTLE GUARD ON RIGHT.  TURN RIGHT AND GO EAST ON THE SURFACED
 KK0093'ROAD CROSSING THE CATTLE GUARD FOR 0.55 MILE TO A CHAIN LINK
 KK0093'FENCE, A GATE AND ABANDONED MISSILE SITE.  TURN RIGHT AND GO
 KK0093'SOUTH ALONG FENCELINE, PASSING THROUGH A WIRE GATE
 KK0093'FOR ABOUT 175 FEET TO STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0814 ***********************************************************************
 JL0814  DESIGNATION -  DEER
 JL0814  PID         -  JL0814
 JL0814  STATE/COUNTY-  CO/GUNNISON
 JL0814  USGS QUAD   -  CURECANTI NEEDLE (1982)
 JL0814
 JL0814                         *CURRENT SURVEY CONTROL
 JL0814  ___________________________________________________________________
 JL0814* NAD 83(1992)-  38 29 33.51931(N)    107 23 19.31994(W)     ADJUSTED  
 JL0814* NAVD 88     -      2918.5    (meters)    9575.     (feet)  VERTCON   
 JL0814  ___________________________________________________________________
 JL0814  LAPLACE CORR-           4.12  (seconds)                    DEFLEC99
 JL0814  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 JL0814
 JL0814  HORZ ORDER  -  THIRD
 JL0814
 JL0814.The horizontal coordinates were established by classical geodetic methods
 JL0814.and adjusted by the National Geodetic Survey in January 1993..
 JL0814
 JL0814.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0814
 JL0814.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0814
 JL0814.The geoid height was determined by GEOID03.
 JL0814
 JL0814;                    North         East     Units Scale Factor Converg.
 JL0814;SPC CO C     -   379,702.016   749,641.756   MT  0.99999189   -1 11 28.3
 JL0814;SPC CO C     - 1,245,739.03  2,459,449.66   sFT  0.99999189   -1 11 28.3
 JL0814;SPC CO S     -   509,128.443   749,637.905   MT  1.00001136   -1 09 30.6
 JL0814;SPC CO S     - 1,670,365.57  2,459,437.03   sFT  1.00001136   -1 09 30.6
 JL0814;UTM  13      - 4,263,180.993   291,675.530   MT  1.00013448   -1 29 14.3
 JL0814
 JL0814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0814!SPC CO C     -   0.99954458  x   0.99999189  =   0.99953648
 JL0814!SPC CO S     -   0.99954458  x   1.00001136  =   0.99955594
 JL0814!UTM  13      -   0.99954458  x   1.00013448  =   0.99967900
 JL0814
 JL0814:                Primary Azimuth Mark                     Grid Az
 JL0814:SPC CO C     -  RIM                                      135 56 07.1
 JL0814:SPC CO S     -  RIM                                      135 54 09.4
 JL0814:UTM  13      -  RIM                                      136 13 53.1
 JL0814
 JL0814|---------------------------------------------------------------------|
 JL0814| PID    Reference Object                     Distance      Geod. Az  |
 JL0814|                                                           dddmmss.s |
 JL0814| JL0802 RIM                                 APPROX. 7.9 KM 1344438.8 |
 JL0814|---------------------------------------------------------------------|
 JL0814
 JL0814                          SUPERSEDED SURVEY CONTROL
 JL0814
 JL0814  NAD 83(1986)-  38 29 33.51640(N)    107 23 19.33060(W) AD(       ) 3
 JL0814  NAD 27      -  38 29 33.54444(N)    107 23 17.10759(W) AD(       ) 3
 JL0814  NGVD 29 (07/19/86) 2916.9    (m)         9570.     (f) VERT ANG       
 JL0814
 JL0814.Superseded values are not recommended for survey control.
 JL0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0814.See file dsdata.txt to determine how the superseded data were derived.
 JL0814
 JL0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC9167663181(NAD 83)
 JL0814_MARKER: DD = SURVEY DISK
 JL0814_SETTING: 66 = SET IN ROCK OUTCROP
 JL0814_SP_SET: SET IN ROCK OUTCROP
 JL0814_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0814+STABILITY: POSITION/ELEVATION WELL
 JL0814
 JL0814  HISTORY     - Date     Condition        Report By
 JL0814  HISTORY     - 1950     MONUMENTED       USGS
 JL0814
 JL0814                          STATION DESCRIPTION
 JL0814
 JL0814'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JL0814'STATION LOCATED ABOUT 5 MI. N.W. OF SAPINERO, ON MESA BETWEEN
 JL0814'CURECANTI AND CORRAL CREEKS, ON SLOPE ABOUT 500 FT. E. OF TOP.
 JL0814'
 JL0814'TO REACH FROM SAPINERO, FROM OLD RR. STATION, GO N. ON RD. UP SOAP
 JL0814'CREEK 1.3 MI. TO RD. FORK, TURN LEFT AND GO 0.7 MI. TO RANGER STATION,
 JL0814'CONTINUE NW. 2.0 MI. TO RD. FORK ON TOP OF MESA, TAKE LEFT FORK AND GO
 JL0814'0.2 MI. TO FORK, TAKE RIGHT FORK AND GO 0.4 MI. TO LEFT FORK AND
 JL0814'CONTINUE 1.4 MI. TO RD. FORK, TAKE RIGHT FORK AND GO 0.3 MI TO
 JL0814'CROSSROAD, TURN RIGHT AND GO N. AND W. 0.7 MI. TO END OF TRUCK TRAVEL
 JL0814'AT FENCE AND ASPEN GROVE, CONTINUE W. UP RIDGE ABOUT 0.5 MI. TO
 JL0814'STATION.
 JL0814'
 JL0814'STATION MARK - STANDARD TABLET STAMPED --- C-DEER 1950 ---,SET IN A
 JL0814'BURIED ROCK.
 JL0814'
 JL0814'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0759 ***********************************************************************
 KL0759  DESIGNATION -  DEER
 KL0759  PID         -  KL0759
 KL0759  STATE/COUNTY-  CO/RIO BLANCO
 KL0759  USGS QUAD   -  LO 7 HILL (1987)
 KL0759
 KL0759                         *CURRENT SURVEY CONTROL
 KL0759  ___________________________________________________________________
 KL0759* NAD 83(1992)-  39 52 30.34138(N)    107 59 07.68996(W)     ADJUSTED  
 KL0759* NAVD 88     -      2505.7    (meters)    8221.     (feet)  VERTCON   
 KL0759  ___________________________________________________________________
 KL0759  LAPLACE CORR-           7.12  (seconds)                    DEFLEC99
 KL0759  GEOID HEIGHT-         -15.72  (meters)                     GEOID03
 KL0759
 KL0759  HORZ ORDER  -  THIRD
 KL0759
 KL0759.The horizontal coordinates were established by classical geodetic methods
 KL0759.and adjusted by the National Geodetic Survey in January 1993..
 KL0759
 KL0759.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0759
 KL0759.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0759
 KL0759.The geoid height was determined by GEOID03.
 KL0759
 KL0759;                    North         East     Units Scale Factor Converg.
 KL0759;SPC CO N     -   367,931.857   701,804.271   MT  0.99997821   -1 36 21.4
 KL0759;SPC CO N     - 1,207,123.10  2,302,502.85   sFT  0.99997821   -1 36 21.4
 KL0759;UTM  13      - 4,418,160.921   244,676.722   MT  1.00040263   -1 54 54.2
 KL0759;UTM  12      - 4,418,244.442   757,809.054   MT  1.00041834   +1 56 01.4
 KL0759
 KL0759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0759!SPC CO N     -   0.99960952  x   0.99997821  =   0.99958774
 KL0759!UTM  13      -   0.99960952  x   1.00040263  =   1.00001200
 KL0759!UTM  12      -   0.99960952  x   1.00041834  =   1.00002770
 KL0759
 KL0759:                Primary Azimuth Mark                     Grid Az
 KL0759:SPC CO N     -  PETRO                                    324 08 31.1
 KL0759:UTM  13      -  PETRO                                    324 27 03.9
 KL0759:UTM  12      -  PETRO                                    320 36 08.3
 KL0759
 KL0759|---------------------------------------------------------------------|
 KL0759| PID    Reference Object                     Distance      Geod. Az  |
 KL0759|                                                           dddmmss.s |
 KL0759| KM0236 PETRO                               APPROX. 3.1 KM 3223209.7 |
 KL0759|---------------------------------------------------------------------|
 KL0759
 KL0759                          SUPERSEDED SURVEY CONTROL
 KL0759
 KL0759  NAD 83(1986)-  39 52 30.33547(N)    107 59 07.68319(W) AD(       ) 3
 KL0759  NAD 27      -  39 52 30.42551(N)    107 59 05.41331(W) AD(       ) 3
 KL0759  NGVD 29 (07/19/86) 2504.3    (m)         8216.     (f) VERT ANG       
 KL0759
 KL0759.Superseded values are not recommended for survey control.
 KL0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0759.See file dsdata.txt to determine how the superseded data were derived.
 KL0759
 KL0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBE4467718161(NAD 83)
 KL0759_MARKER: DD = SURVEY DISK
 KL0759_SETTING: 0 = UNSPECIFIED SETTING
 KL0759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0759
 KL0759  HISTORY     - Date     Condition        Report By
 KL0759  HISTORY     - 1950     MONUMENTED       USGS
 KL0759
 KL0759                          STATION DESCRIPTION
 KL0759
 KL0759'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KL0759'TO REACH FROM RIFLE POST OFFICE, GO N. ON STATE HIGHWAY 13 18.1 MI. TO
 KL0759'RIO BLANCO STORE, CONTINUE 6.2 MI. TO RD. ON LEFT, TURN LEFT (W.) AND
 KL0759'GO 0.1 MI. TO GATE, CONTINUE 0.6 MI. TO GATE, CONTINUE 0.6 MI. TO
 KL0759'T-RD.  TURN LEFT (S.) KEEPING ON MAIN TRAVELED RD. AND GO 1.0 MI. TO
 KL0759'SADDLE AND RD. FORK, TAKE RIGHT FORK AND GO N. 1.75 MI. TO T-RD. AT
 KL0759'BOTTOM OF HILL, TURN LEFT (W.) AND GO 0.2 MI. TO CORRAL AND WALLS OF
 KL0759'OLD LOG HOUSE.  TURN RIGHT (N.) GO 0.3 MI. TO GATE, CONTINUE 0.9 MI.
 KL0759'TO GATE, WALK NW. 500 FT. TO TOP OF HILL.  STATION MARK ABOUT 50 FT.
 KL0759'W. OF TOP OF HILL.
 KL0759'
 KL0759'STATION MARK--STANDARD TABLET, SET IN CONCRETE MONUMENT, STAMPED
 KL0759'---R-DEER 1950---.
 KL0759'
 KL0759'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1181 ***********************************************************************
 LL1181  DESIGNATION -  DEER
 LL1181  PID         -  LL1181
 LL1181  STATE/COUNTY-  CO/WELD
 LL1181  USGS QUAD   -  GROVER SE (1972)
 LL1181
 LL1181                         *CURRENT SURVEY CONTROL
 LL1181  ___________________________________________________________________
 LL1181* NAD 83(1992)-  40 51 13.48865(N)    104 06 45.16053(W)     ADJUSTED  
 LL1181* NAVD 88     -      1647.     (meters)    5404.     (feet)  SCALED    
 LL1181  ___________________________________________________________________
 LL1181  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 LL1181  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 LL1181
 LL1181  HORZ ORDER  -  SECOND
 LL1181
 LL1181.The horizontal coordinates were established by classical geodetic methods
 LL1181.and adjusted by the National Geodetic Survey in January 1997..
 LL1181
 LL1181.The orthometric height was scaled from a topographic map.
 LL1181
 LL1181.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1181
 LL1181.The geoid height was determined by GEOID03.
 LL1181
 LL1181;                    North         East     Units Scale Factor Converg.
 LL1181;SPC CO N     -   474,535.435 1,031,389.951   MT  1.00001218   +0 53 47.3
 LL1181;SPC CO N     - 1,556,871.67  3,383,818.53   sFT  1.00001218   +0 53 47.3
 LL1181;UTM  13      - 4,522,900.736   574,801.532   MT  0.99966887   +0 34 49.9
 LL1181
 LL1181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1181!SPC CO N     -   0.99974462  x   1.00001218  =   0.99975679
 LL1181!UTM  13      -   0.99974462  x   0.99966887  =   0.99941357
 LL1181
 LL1181:                Primary Azimuth Mark                     Grid Az
 LL1181:SPC CO N     -  DEER AZ MK                               126 59 10.0
 LL1181:UTM  13      -  DEER AZ MK                               127 18 07.4
 LL1181
 LL1181|---------------------------------------------------------------------|
 LL1181| PID    Reference Object                     Distance      Geod. Az  |
 LL1181|                                                           dddmmss.s |
 LL1181| CP6959 DEER AZ MK                                         1275257.3 |
 LL1181| CP6960 DEER RM 1                            23.742 METERS 14836     |
 LL1181| LL1183 GROVER MUNICIPAL TANK               APPROX.10.1 KM 2782845.2 |
 LL1181| CP6961 DEER RM 2                            30.915 METERS 28301     |
 LL1181|---------------------------------------------------------------------|
 LL1181
 LL1181                          SUPERSEDED SURVEY CONTROL
 LL1181
 LL1181  NAD 83(1992)-  40 51 13.48722(N)    104 06 45.15956(W) AD(       ) 2
 LL1181  NAD 83(1986)-  40 51 13.48398(N)    104 06 45.16051(W) AD(       ) 2
 LL1181  NAD 27      -  40 51 13.52920(N)    104 06 43.34000(W) AD(       ) 2
 LL1181
 LL1181.Superseded values are not recommended for survey control.
 LL1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1181.See file dsdata.txt to determine how the superseded data were derived.
 LL1181
 LL1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF7480222901(NAD 83)
 LL1181_MARKER: DS = TRIANGULATION STATION DISK
 LL1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1181
 LL1181  HISTORY     - Date     Condition        Report By
 LL1181  HISTORY     - 1963     MONUMENTED       CGS
 LL1181
 LL1181                          STATION DESCRIPTION
 LL1181
 LL1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 LL1181'THE STATION IS LOCATED ABOUT 6 MILES WEST AND 1-1/2 MILES
 LL1181'SOUTH OF GROVER, IN THE APPROXIMATE CENTER OF SEC. 8 T10N R60W,
 LL1181'NEAR THE WEST RIM OF A HIGH, PROMINENT BLUFF, AND ON PASTURE
 LL1181'LAND OWNED BY MRS. ELSIE HILLMAN.
 LL1181'
 LL1181'TO REACH THE STATION FROM THE POST OFFICE IN GROVER, GO EAST
 LL1181'FOR 0.3 MILE THENCE NORTH FOR 0.3 MILE TO A CROSSROAD.  TURN
 LL1181'RIGHT AND GO EAST FOR 7.0 MILES TO A T-ROAD TO THE RIGHT.
 LL1181'TURN RIGHT AND GO SOUTH FOR 0.7 MILE TO A FIELD ENTRANCE
 LL1181'ON THE RIGHT, WEST, SIDE OF THE ROAD.  TURN RIGHT INTO THE
 LL1181'FIELD, THENCE TURN LEFT AND FOLLOW A TRACK ROAD SOUTH FOR
 LL1181'0.05 MILE AND WEST FOR 0.5 MILE TO A FENCE LINE.  TURN LEFT,
 LL1181'SOUTH, FOR 0.15 MILE TO A FENCE CORNER.  TURN RIGHT AND GO
 LL1181'WEST ALONG THE FENCE LINE FOR 0.3 MILE TO A WIRE GATE ON THE
 LL1181'RIGHT.  PASS THROUGH THE GATE, THENCE TURN SHARP LEFT AND
 LL1181'FOLLOW THE FENCE LINE SOUTHWEST, SOUTH, SOUTHWEST, AND
 LL1181'SOUTH FOR 0.65 MILE TO A WIRE GATE ON THE LEFT AND THE
 LL1181'AZIMUTH MARK ON THE LEFT.  TURN RIGHT AND GO WEST ALONG
 LL1181'A FENCE LINE FOR 0.1 MILE TO A FENCE CORNER.  TURN RIGHT
 LL1181'AND GO NORTHWEST, ACROSS COUNTRY, FOR 0.5 MILE TO THE
 LL1181'HIGHEST POINT IN THE GENERAL VICINITY AND THE STATION.
 LL1181'
 LL1181'THE STATION MARK, STAMPED DEER 1963, IS A STANDARD DISK SET
 LL1181'IN THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT THAT PROJECTS
 LL1181'4 INCHES.  IT IS 5.4 FEET NORTHEAST OF A WITNESS POST.
 LL1181'
 LL1181'REFERENCE MARK NO. 1, STAMPED DEER NO 1 1963, IS A STANDARD
 LL1181'DISK CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 79.4 FEET
 LL1181'SOUTHEAST OF THE WITNESS POST.
 LL1181'
 LL1181'REFERENCE MARK NO. 2, STAMPED DEER NO 2 1963, IS A STANDARD
 LL1181'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT
 LL1181'THAT PROJECTS 3 INCHES.  IT IS 96.8 FEET WEST-NORTHWEST OF THE
 LL1181'WITNESS POST.
 LL1181'
 LL1181'THE AZIMUTH MARK, STAMPED DEER 1963, IS A STANDARD DISK SET
 LL1181'IN THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT THAT PROJECTS
 LL1181'3 INCHES.  IT IS 13 FEET SOUTH OF THE APPROXIMATE CENTER OF
 LL1181'A WIRE GATE, 1.2 FEET SOUTHWEST OF A WITNESS POST, AND 1 FOOT
 LL1181'WEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0091 ***********************************************************************
 KK0091  DESIGNATION -  DEER RM 1
 KK0091  PID         -  KK0091
 KK0091  STATE/COUNTY-  CO/ARAPAHOE
 KK0091  USGS QUAD   -  PEORIA (1978)
 KK0091
 KK0091                         *CURRENT SURVEY CONTROL
 KK0091  ___________________________________________________________________
 KK0091* NAD 83(1986)-  39 39 59.     (N)    104 02 04.     (W)     SCALED    
 KK0091* NAVD 88     -      1616.393  (meters)    5303.12   (feet)  ADJUSTED  
 KK0091  ___________________________________________________________________
 KK0091  GEOID HEIGHT-         -18.87  (meters)                     GEOID03
 KK0091  DYNAMIC HT  -        1614.921 (meters)    5298.29  (feet)  COMP
 KK0091  MODELED GRAV-     979,658.6   (mgal)                       NAVD 88
 KK0091
 KK0091  VERT ORDER  -  SECOND    CLASS 0
 KK0091
 KK0091.The horizontal coordinates were scaled from a topographic map and have
 KK0091.an estimated accuracy of +/- 6 seconds.
 KK0091
 KK0091.The orthometric height was determined by differential leveling
 KK0091.and adjusted by the National Geodetic Survey in June 1991..
 KK0091
 KK0091.The geoid height was determined by GEOID03.
 KK0091
 KK0091.The dynamic height is computed by dividing the NAVD 88
 KK0091.geopotential number by the normal gravity value computed on the
 KK0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0091.degrees latitude (g = 980.6199 gals.).
 KK0091
 KK0091.The modeled gravity was interpolated from observed gravity values.
 KK0091
 KK0091;                    North         East    Units  Estimated Accuracy
 KK0091;SPC CO C     -   509,300.    1,040,150.      MT  (+/- 180 meters Scaled)
 KK0091
 KK0091                          SUPERSEDED SURVEY CONTROL
 KK0091
 KK0091  NGVD 29 (??/??/92) 1615.578  (m)         5300.44   (f) ADJ UNCH    2 0
 KK0091
 KK0091.Superseded values are not recommended for survey control.
 KK0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0091.See file dsdata.txt to determine how the superseded data were derived.
 KK0091
 KK0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED828911(NAD 83)
 KK0091_MARKER: DR = REFERENCE MARK DISK
 KK0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0091_STAMPING: DEER NO 1 1960
 KK0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0091+STABILITY: SURFACE MOTION
 KK0091
 KK0091  HISTORY     - Date     Condition        Report By
 KK0091  HISTORY     - 1960     MONUMENTED       CGS
 KK0091  HISTORY     - 1960     GOOD             NGS
 KK0091
 KK0091                          STATION DESCRIPTION
 KK0091
 KK0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KK0091'3.5 MI NE FROM DEER TRAIL.
 KK0091'0.3 MILE NORTH ALONG U.S. HIGHWAY 40 FROM THE RAILROAD DEPOT AT
 KK0091'DEER TRAIL, THENCE EAST AND NORTH ALONG AN OILED ROAD 4 MILES.
 KK0091'THE MARK IS 26 FEET NORTHWEST OF A METAL WITNESS POST AND 1 FOOT
 KK0091'NORTH OF AN EAST-WEST FENCE LINE.  IT IS A STANDARD REFERENCE MARK
 KK0091'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT, WHICH
 KK0091'PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1945 ***********************************************************************
 KK1945  DESIGNATION -  DEER TP
 KK1945  PID         -  KK1945
 KK1945  STATE/COUNTY-  CO/JEFFERSON
 KK1945  USGS QUAD   -  PLATTE CANYON (1994)
 KK1945
 KK1945                         *CURRENT SURVEY CONTROL
 KK1945  ___________________________________________________________________
 KK1945* NAD 83(1992)-  39 29 57.04534(N)    105 09 50.18635(W)     ADJUSTED  
 KK1945* NAVD 88     -      2464.9    (meters)    8087.     (feet)  VERTCON   
 KK1945  ___________________________________________________________________
 KK1945  LAPLACE CORR-         -19.09  (seconds)                    DEFLEC99
 KK1945  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 KK1945
 KK1945  HORZ ORDER  -  THIRD
 KK1945
 KK1945.The horizontal coordinates were established by classical geodetic methods
 KK1945.and adjusted by the National Geodetic Survey in January 1993..
 KK1945
 KK1945.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1945
 KK1945.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1945
 KK1945.The geoid height was determined by GEOID03.
 KK1945
 KK1945;                    North         East     Units Scale Factor Converg.
 KK1945;SPC CO C     -   489,778.080   943,306.560   MT  0.99996000   +0 12 43.0
 KK1945;SPC CO C     - 1,606,880.25  3,094,831.61   sFT  0.99996000   +0 12 43.0
 KK1945;UTM  13      - 4,372,186.249   485,904.375   MT  0.99960245   -0 06 15.4
 KK1945
 KK1945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1945!SPC CO C     -   0.99961585  x   0.99996000  =   0.99957586
 KK1945!UTM  13      -   0.99961585  x   0.99960245  =   0.99921845
 KK1945
 KK1945:                Primary Azimuth Mark                     Grid Az
 KK1945:SPC CO C     -  TURK TP                                  165 59 22.5
 KK1945:UTM  13      -  TURK TP                                  166 18 20.9
 KK1945
 KK1945|---------------------------------------------------------------------|
 KK1945| PID    Reference Object                     Distance      Geod. Az  |
 KK1945|                                                           dddmmss.s |
 KK1945| KK1944 TURK TP                             APPROX. 6.1 KM 1661205.5 |
 KK1945|---------------------------------------------------------------------|
 KK1945
 KK1945                          SUPERSEDED SURVEY CONTROL
 KK1945
 KK1945  NAD 83(1986)-  39 29 57.04087(N)    105 09 50.18859(W) AD(       ) 3
 KK1945  NAD 27      -  39 29 57.07412(N)    105 09 48.23391(W) AD(       ) 3
 KK1945  NGVD 29 (07/19/86) 2463.8    (m)         8083.     (f) VERT ANG       
 KK1945
 KK1945.Superseded values are not recommended for survey control.
 KK1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1945.See file dsdata.txt to determine how the superseded data were derived.
 KK1945
 KK1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8590472186(NAD 83)
 KK1945_MARKER: W = UNMONUMENTED
 KK1945_SETTING: 0 = UNSPECIFIED SETTING
 KK1945
 KK1945  HISTORY     - Date     Condition        Report By
 KK1945  HISTORY     - 1965     MONUMENTED       USGS
 KK1945
 KK1945                          STATION DESCRIPTION
 KK1945
 KK1945'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 KK1945'TURNING POINT, NEEDS NO DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1342 ***********************************************************************
 LL1342  DESIGNATION -  DEER TP
 LL1342  PID         -  LL1342
 LL1342  STATE/COUNTY-  CO/LARIMER
 LL1342  USGS QUAD   -  ESTES PARK (1977)
 LL1342
 LL1342                         *CURRENT SURVEY CONTROL
 LL1342  ___________________________________________________________________
 LL1342* NAD 83(1992)-  40 22 45.12014(N)    105 35 03.83051(W)     ADJUSTED  
 LL1342* NAVD 88     -      3053.     (meters)   10016.     (feet)  SCALED    
 LL1342  ___________________________________________________________________
 LL1342  LAPLACE CORR-         -15.76  (seconds)                    DEFLEC99
 LL1342  GEOID HEIGHT-         -12.16  (meters)                     GEOID03
 LL1342
 LL1342  HORZ ORDER  -  THIRD
 LL1342
 LL1342.The horizontal coordinates were established by classical geodetic methods
 LL1342.and adjusted by the National Geodetic Survey in January 1993..
 LL1342
 LL1342.The orthometric height was scaled from a topographic map.
 LL1342
 LL1342.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1342
 LL1342.The geoid height was determined by GEOID03.
 LL1342
 LL1342;                    North         East     Units Scale Factor Converg.
 LL1342;SPC CO N     -   420,927.885   907,235.129   MT  0.99995935   -0 03 16.3
 LL1342;SPC CO N     - 1,380,994.24  2,976,487.25   sFT  0.99995935   -0 03 16.3
 LL1342;UTM  13      - 4,470,009.996   450,392.907   MT  0.99963029   -0 22 43.0
 LL1342
 LL1342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1342!SPC CO N     -   0.99952316  x   0.99995935  =   0.99948253
 LL1342!UTM  13      -   0.99952316  x   0.99963029  =   0.99915363
 LL1342
 LL1342:                Primary Azimuth Mark                     Grid Az
 LL1342:SPC CO N     -  TWIN REF MARK                            150 34 05.9
 LL1342:UTM  13      -  TWIN REF MARK                            150 53 32.6
 LL1342
 LL1342|---------------------------------------------------------------------|
 LL1342| PID    Reference Object                     Distance      Geod. Az  |
 LL1342|                                                           dddmmss.s |
 LL1342| LL1348 TWIN REF MARK                       APPROX.11.6 KM 1503049.6 |
 LL1342|---------------------------------------------------------------------|
 LL1342
 LL1342                          SUPERSEDED SURVEY CONTROL
 LL1342
 LL1342  NAD 83(1986)-  40 22 45.11115(N)    105 35 03.82561(W) AD(       ) 3
 LL1342  NAD 27      -  40 22 45.16683(N)    105 35 01.82259(W) AD(       ) 3
 LL1342
 LL1342.Superseded values are not recommended for survey control.
 LL1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1342.See file dsdata.txt to determine how the superseded data were derived.
 LL1342
 LL1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE5039370010(NAD 83)
 LL1342_MARKER: W = UNMONUMENTED
 LL1342_SETTING: 0 = UNSPECIFIED SETTING
 LL1342
 LL1342  HISTORY     - Date     Condition        Report By
 LL1342  HISTORY     - UNK      MONUMENTED       USGS
 LL1342  HISTORY     - 1955     GOOD             USGS
 LL1342
 LL1342                          STATION DESCRIPTION
 LL1342
 LL1342'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LL1342'STATION PHOTOIDENTIFIED.
 LL1342'
 LL1342'DESCRIPTION AS FOLLOWS
 LL1342'
 LL1342'THE STATION --DEER-- IS ON THE MOST SOUTHERLY POINT ON TOP OF DEER
 LL1342'MT., LOCATED ABOUT 3 MI. W. OF ESTES PARK VILLAGE.  AT THE DEER
 LL1342'CHALET RESORT, LOCATED AT THE TOP OF THE HIGH DRIVE RD., IS THE
 LL1342'START OF THE DEER MOUNTAIN TRAIL THAT LEADS E. TO THE EXACT LOCATION
 LL1342'OF THE POINT.
 LL1342'
 LL1342'STATION MARK--A NAIL DRIVEN IN A TREE STUMP.
 LL1342'
 LL1342'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1576 ***********************************************************************
 KK1576  DESIGNATION -  DEER TRAIL MUNICIPAL TANK
 KK1576  PID         -  KK1576
 KK1576  STATE/COUNTY-  CO/ARAPAHOE
 KK1576  USGS QUAD   -  DEER TRAIL (1978)
 KK1576
 KK1576                         *CURRENT SURVEY CONTROL
 KK1576  ___________________________________________________________________
 KK1576* NAD 83(1992)-  39 36 49.52042(N)    104 02 43.60294(W)     ADJUSTED  
 KK1576* NAVD 88     -                                                        
 KK1576  ___________________________________________________________________
 KK1576  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 KK1576  GEOID HEIGHT-         -18.81  (meters)                     GEOID03
 KK1576
 KK1576  HORZ ORDER  -  THIRD
 KK1576
 KK1576.The horizontal coordinates were established by classical geodetic methods
 KK1576.and adjusted by the National Geodetic Survey in January 1993..
 KK1576
 KK1576
 KK1576.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1576
 KK1576.The geoid height was determined by GEOID03.
 KK1576
 KK1576;                    North         East     Units Scale Factor Converg.
 KK1576;SPC CO C     -   503,445.088 1,039,300.515   MT  0.99997589   +0 55 02.5
 KK1576;SPC CO C     - 1,651,719.43  3,409,771.77   sFT  0.99997589   +0 55 02.5
 KK1576;UTM  13      - 4,385,324.532   581,938.444   MT  0.99968266   +0 36 31.2
 KK1576
 KK1576                          SUPERSEDED SURVEY CONTROL
 KK1576
 KK1576  NAD 83(1986)-  39 36 49.51451(N)    104 02 43.59890(W) AD(       ) 4
 KK1576  NAD 27      -  39 36 49.58494(N)    104 02 41.73919(W) AD(       ) 3
 KK1576
 KK1576.Superseded values are not recommended for survey control.
 KK1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1576.See file dsdata.txt to determine how the superseded data were derived.
 KK1576
 KK1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED8193885325(NAD 83)
 KK1576_MARKER: 53 = ELEVATED TANK
 KK1576_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK1576+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2003
 KK1576
 KK1576  HISTORY     - Date     Condition        Report By
 KK1576  HISTORY     - 1960     FIRST OBSERVED   CGS
 KK1576  HISTORY     - 20030712 GOOD             USPSQD
 KK1576
 KK1576                          STATION DESCRIPTION
 KK1576
 KK1576'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KK1576'THE STATION IS LOCATED NEAR THE CENTER OF DEER TRAIL.  IT IS
 KK1576'THE CENTER OF A LARGE METAL TANK THAT IS PAINTED BLACK AND
 KK1576'IS SUPPORTED BY A 4 LEGGED STEEL STRUCTURE.  THE OVERALL HEIGHT
 KK1576'IS APPROXIMATELY 125 FEET.
 KK1576
 KK1576                          STATION RECOVERY (2003)
 KK1576
 KK1576'RECOVERY NOTE BY US POWER SQUADRON 2003 (KFJ)
 KK1576'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0426 ***********************************************************************
 KJ0426  DESIGNATION -  DEERE ET
 KJ0426  PID         -  KJ0426
 KJ0426  STATE/COUNTY-  CO/KIT CARSON
 KJ0426  USGS QUAD   -  BURLINGTON (1984)
 KJ0426
 KJ0426                         *CURRENT SURVEY CONTROL
 KJ0426  ___________________________________________________________________
 KJ0426* NAD 83(1992)-  39 21 32.79104(N)    102 15 34.20655(W)     ADJUSTED  
 KJ0426* NAVD 88     -      1249.4    (meters)    4099.     (feet)  VERTCON   
 KJ0426  ___________________________________________________________________
 KJ0426  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 KJ0426  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 KJ0426
 KJ0426  HORZ ORDER  -  SECOND
 KJ0426
 KJ0426.The horizontal coordinates were established by classical geodetic methods
 KJ0426.and adjusted by the National Geodetic Survey in January 1993..
 KJ0426
 KJ0426.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0426
 KJ0426.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0426
 KJ0426.The geoid height was determined by GEOID03.
 KJ0426
 KJ0426;                    North         East     Units Scale Factor Converg.
 KJ0426;SPC CO C     -   479,154.525 1,193,615.754   MT  0.99994603   +2 02 37.5
 KJ0426;SPC CO C     - 1,572,026.14  3,916,054.35   sFT  0.99994603   +2 02 37.5
 KJ0426;UTM  13      - 4,360,211.108   736,118.136   MT  1.00028650   +1 44 19.6
 KJ0426
 KJ0426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0426!SPC CO C     -   0.99980762  x   0.99994603  =   0.99975366
 KJ0426!UTM  13      -   0.99980762  x   1.00028650  =   1.00009406
 KJ0426
 KJ0426:                Primary Azimuth Mark                     Grid Az
 KJ0426:SPC CO C     -  JKNAPP ET                                358 22 18.1
 KJ0426:UTM  13      -  JKNAPP ET                                358 40 36.0
 KJ0426
 KJ0426|---------------------------------------------------------------------|
 KJ0426| PID    Reference Object                     Distance      Geod. Az  |
 KJ0426|                                                           dddmmss.s |
 KJ0426| KJ0423 JKNAPP ET                           APPROX.10.1 KM 0002455.6 |
 KJ0426| CP6962 DEERE ET RM 2                        15.844 METERS 09403     |
 KJ0426| KJ0060 L 270                                19.985 METERS 35831     |
 KJ0426|---------------------------------------------------------------------|
 KJ0426
 KJ0426                          SUPERSEDED SURVEY CONTROL
 KJ0426
 KJ0426  NAD 83(1986)-  39 21 32.78886(N)    102 15 34.20497(W) AD(       ) 2
 KJ0426  NAD 27      -  39 21 32.80524(N)    102 15 32.52074(W) AD(       ) 2
 KJ0426  NGVD 29 (07/19/86) 1248.9    (m)         4097.     (f) VERT ANG       
 KJ0426
 KJ0426.Superseded values are not recommended for survey control.
 KJ0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0426.See file dsdata.txt to determine how the superseded data were derived.
 KJ0426
 KJ0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD3611860211(NAD 83)
 KJ0426_MARKER: DD = SURVEY DISK
 KJ0426_SETTING: 0 = UNSPECIFIED SETTING
 KJ0426
 KJ0426  HISTORY     - Date     Condition        Report By
 KJ0426  HISTORY     - 1969     MONUMENTED       USGS
 KJ0426
 KJ0426                          STATION DESCRIPTION
 KJ0426
 KJ0426'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (EOM)
 KJ0426'THE STATION IS LOCATED NORTH 19 DEG EAST, ABOUT 3.5 MILES
 KJ0426'AIRLINE FROM BURLINGTON, COLORADO, AT THE SOUTHEAST CORNER OF
 KJ0426'RIGHT-OF-WAY, AT COUNTY ROAD JUNCTION WITH U.S. HIGHWAY 385, IN
 KJ0426'THE NORTHWEST CORNER OF SECTION 18, T.7S., R.43W.
 KJ0426'
 KJ0426'TO REACH THE STATION FROM THE POST OFFICE AT BURLINGTON, COLORADO,
 KJ0426'PROCEED EAST ON MARTIN STREET 0.5 MILE TO INTERSECTION OF MARTIN
 KJ0426'STREET AND 8TH STREET, THEN GO NORTH ON 8TH STREET 0.1 MILE TO
 KJ0426'JUNCTION OF 8TH STREET AND U.S. HIGHWAY 385, THEN CONTINUE NORTH
 KJ0426'ON U.S. HIGHWAY 385 3.5 MILES TO T-ROAD EAST AND THE STATION ON
 KJ0426'THE RIGHT.  THE STATION IS 31 FEET SOUTH OF CENTERLINE OF T-ROAD
 KJ0426'EAST, 58 FEET EAST OF CENTERLINE OF U.S. HIGHWAY 385, 4.6 FEET
 KJ0426'NORTH OF USGS WITNESS SIGN MOUNTED ON STEEL FENCE POST, 4.5
 KJ0426'FEET EAST OF FENCE CORNER, 7.4 FEET NORTHWEST OF POWER POLE
 KJ0426'LPC 6-40.
 KJ0426'
 KJ0426'THE STATION MARK IS A USGS BRONZE TABLET SOLDERED TO A COPPER
 KJ0426'COATED STEEL ROD, DRIVEN TO REFUSAL (15 FEET) CENTERED IN AN
 KJ0426'ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED
 KJ0426'WITH GRAVEL, TABLET IS FLUSH WITH GROUND STAMPED DEERE E.T. 1969.
 KJ0426'
 KJ0426'REFERENCE MARK NO. 2 IS A USGS REFERENCE MARK TABLET (BRONZE)
 KJ0426'SOLDERED TO A COPPER COATED STEEL ROD DRIVEN TO REFUSAL (15 FEET),
 KJ0426'CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES
 KJ0426'LONG, FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND
 KJ0426'AND STAMPED DEERE E.T. NO. 2 1969.  THE TABLET IS 35 FEET SOUTH
 KJ0426'OF EAST-WEST ROAD, 1.0 FOOT NORTH OF EAST-WEST RIGHT-OF-WAY FENCE
 KJ0426'AND 51.98 FEET EAST OF STATION DEERE E.T. 1969.
 KJ0426'
 KJ0426'BM L-270 1941 IS A USC AND GS BRONZE BENCH MARK TABLET, SET IN A
 KJ0426'CONCRETE POST 0.4 FEET ABOVE GROUND LEVEL, 65.57 FEET NORTH OF
 KJ0426'STATION DEERE E.T. 1969, 64 FEET NORTHEAST OF CENTERLINE HIGHWAY
 KJ0426'AND ROAD INTERSECTION EAST, 55 FEET EAST OF CENTERLINE HIGHWAY
 KJ0426'385 NORTH-SOUTH, 33 FEET NORTH CENTERLINE COUNTY ROAD EAST.
 KJ0426'(USED AS REFERENCE MARK NO. 1).
 KJ0426'
 KJ0426'USGS STATION JKNAPP E.T. 1969. IS VISIBLE FROM THE GROUND AND WILL
 KJ0426'SERVE AS THE AZIMUTH MARK.
 KJ0426'
 KJ0426'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2073 ***********************************************************************
 KK2073  DESIGNATION -  DEERMONT
 KK2073  PID         -  KK2073
 KK2073  STATE/COUNTY-  CO/JEFFERSON
 KK2073  USGS QUAD   -  PLATTE CANYON (1994)
 KK2073
 KK2073                         *CURRENT SURVEY CONTROL
 KK2073  ___________________________________________________________________
 KK2073* NAD 83(1992)-  39 29 45.13922(N)    105 09 59.72498(W)     ADJUSTED  
 KK2073* NAVD 88     -      2453.2    (meters)    8049.     (feet)  VERTCON   
 KK2073  ___________________________________________________________________
 KK2073  LAPLACE CORR-         -18.97  (seconds)                    DEFLEC99
 KK2073  GEOID HEIGHT-         -15.29  (meters)                     GEOID03
 KK2073
 KK2073  HORZ ORDER  -  THIRD
 KK2073
 KK2073.The horizontal coordinates were established by classical geodetic methods
 KK2073.and adjusted by the National Geodetic Survey in January 1993..
 KK2073
 KK2073.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2073
 KK2073.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2073
 KK2073.The geoid height was determined by GEOID03.
 KK2073
 KK2073;                    North         East     Units Scale Factor Converg.
 KK2073;SPC CO C     -   489,410.069   943,080.013   MT  0.99995960   +0 12 37.0
 KK2073;SPC CO C     - 1,605,672.87  3,094,088.34   sFT  0.99995960   +0 12 37.0
 KK2073;UTM  13      - 4,371,819.625   485,675.882   MT  0.99960253   -0 06 21.4
 KK2073
 KK2073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2073!SPC CO C     -   0.99961767  x   0.99995960  =   0.99957729
 KK2073!UTM  13      -   0.99961767  x   0.99960253  =   0.99922036
 KK2073
 KK2073                          SUPERSEDED SURVEY CONTROL
 KK2073
 KK2073  NAD 83(1986)-  39 29 45.13549(N)    105 09 59.72675(W) AD(       ) 3
 KK2073  NGVD 29 (03/12/92) 2452.1    (m)         8045.     (f) VERT ANG       
 KK2073
 KK2073.Superseded values are not recommended for survey control.
 KK2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2073.See file dsdata.txt to determine how the superseded data were derived.
 KK2073
 KK2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8567671820(NAD 83)
 KK2073_MARKER: DD = SURVEY DISK
 KK2073_SETTING: 66 = SET IN ROCK OUTCROP
 KK2073_SP_SET: SET IN ROCK OUTCROP
 KK2073_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK2073+STABILITY: POSITION/ELEVATION WELL
 KK2073
 KK2073  HISTORY     - Date     Condition        Report By
 KK2073  HISTORY     - 1944     MONUMENTED       USGS
 KK2073
 KK2073                          STATION DESCRIPTION
 KK2073
 KK2073'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 KK2073'LOCATED ABOUT 1 MI. S. OF DEERMONT, ON PROMINENT HILL NEAR RD. SE.
 KK2073'FROM TOWN.  STATION IS AT TOP OF HILL AND IS AT N. END OF GROUP OF
 KK2073'LARGE EXPOSED GRANITE ROCKS.  THE HIGHEST POINT OF HILL IS N. OF
 KK2073'STATION.
 KK2073'
 KK2073'STATION MARK--STANDARD TABLET STAMPED ---DEERMONT 1944---, SET IN
 KK2073'GRANITE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5131 ***********************************************************************
 AC5131  DESIGNATION -  DEHERRERRA
 AC5131  PID         -  AC5131
 AC5131  STATE/COUNTY-  CO/PUEBLO
 AC5131  USGS QUAD   -  SOUTHEAST PUEBLO (1974)
 AC5131
 AC5131                         *CURRENT SURVEY CONTROL
 AC5131  ___________________________________________________________________
 AC5131* NAD 83(1992)-  38 14 21.68694(N)    104 31 40.42676(W)     ADJUSTED  
 AC5131* NAVD 88     -      1432.1    (meters)    4698.     (feet)  GPS OBS   
 AC5131  ___________________________________________________________________
 AC5131  X           -  -1,258,555.840 (meters)                     COMP
 AC5131  Y           -  -4,856,718.149 (meters)                     COMP
 AC5131  Z           -   3,927,220.248 (meters)                     COMP
 AC5131  LAPLACE CORR-          -6.33  (seconds)                    DEFLEC99
 AC5131  ELLIP HEIGHT-        1412.62  (meters)          (12/03/02) GPS OBS
 AC5131  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 AC5131
 AC5131  HORZ ORDER  -  FIRST
 AC5131  ELLP ORDER  -  FOURTH    CLASS II
 AC5131
 AC5131.The horizontal coordinates were established by GPS observations
 AC5131.and adjusted by the National Geodetic Survey in January 1997..
 AC5131
 AC5131.The orthometric height was determined by GPS observations and a
 AC5131.high-resolution geoid model.
 AC5131
 AC5131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5131
 AC5131.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5131
 AC5131.The ellipsoidal height was determined by GPS observations
 AC5131.and is referenced to NAD 83.
 AC5131
 AC5131.The geoid height was determined by GEOID03.
 AC5131
 AC5131;                    North         East     Units Scale Factor Converg.
 AC5131;SPC CO S     -   479,790.092   999,501.765   MT  0.99997035   +0 35 46.6
 AC5131;SPC CO S     - 1,574,111.33  3,279,198.71   sFT  0.99997035   +0 35 46.6
 AC5131;UTM  13      - 4,232,478.125   541,314.467   MT  0.99962102   +0 17 32.0
 AC5131
 AC5131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5131!SPC CO S     -   0.99977840  x   0.99997035  =   0.99974875
 AC5131!UTM  13      -   0.99977840  x   0.99962102  =   0.99939950
 AC5131
 AC5131                          SUPERSEDED SURVEY CONTROL
 AC5131
 AC5131  ELLIP H (01/17/97) 1412.62   (m)                       GP(       ) 1 1
 AC5131
 AC5131.Superseded values are not recommended for survey control.
 AC5131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5131.See file dsdata.txt to determine how the superseded data were derived.
 AC5131
 AC5131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC4131432478(NAD 83)
 AC5131_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5131_STAMPING: DEHERRERRA 1995
 AC5131_MARK LOGO: NGS   
 AC5131_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC5131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5131+STABILITY: SURFACE MOTION
 AC5131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5131+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5131
 AC5131  HISTORY     - Date     Condition        Report By
 AC5131  HISTORY     - 1995     MONUMENTED       CO-101
 AC5131
 AC5131                          STATION DESCRIPTION
 AC5131
 AC5131'DESCRIBED BY PUEBLO COUNTY COLORADO 1995 (KCH)
 AC5131'THE STATION IS LOCATED ABOUT 5.1 MI (8.2 KM) EAST-SOUTHEAST OF
 AC5131'DOWNTOWN PUEBLO AND 3.4 MI (5.5 KM) EAST OF VINELAND, AT THE SOUTHERN
 AC5131'END OF VALDEZ DRIVE, IN THE NORTHWEST QUARTER OF SECTION 11 T21S R64W
 AC5131'OF THE 6TH PM. OWNERSHIP--PUEBLO COUNTY RIGHT-OF-WAY. TO REACH THE
 AC5131'STATION FROM THE INTERSECTION OF HWY 50E AND 27TH LANE, GO SOUTH 0.25
 AC5131'MI (0.40 KM) ON 27TH LANE TO THE INTERSECTION WITH HILLSIDE ROAD. TURN
 AC5131'LEFT, EAST, ON HILLSIDE ROAD FOR 0.3 MI (0.5 KM) TO A SIDE ROAD RIGHT,
 AC5131'VALDEZ DRIVE.  TURN RIGHT, SOUTH, 0.25 MI (0.40 KM) TO THE END OF
 AC5131'VALDEZ DRIVE. THE MARKER IS LOCATED IN THE SOUTHWEST CORNER OF THE
 AC5131'RIGHT-OF-WAY, JUST EAST OF A NORTH-SOUTH FENCELINE. THE MARK IS A
 AC5131'STANDARD NGS BRASS HORIZONTAL DISK SET IN THE TOP OF A CYLANDRICAL
 AC5131'CONCRETE MASS 1.5 FT (0.5 M) IN DIAMETER, 5.0 FT (1.5 M) DEEP
 AC5131'PROJECTING 2 CM ABOVE THE GROUND.  IT IS 1 M (3.3 FT) EAST OF A
 AC5131'CARSONITE WITNESS POST, 9.1 M (29.9 FT) WEST OF THE CENTER OF VALDEZ
 AC5131'DRIVE, 1.1 M (3.6 FT) EAST OF A NORTH-SOUTH FENCE, 7.3 M (24.0 FT)
 AC5131'NORTH OF AN EAST-WEST FENCE, 17.1 M (56.1 FT) SOUTH OF THE CENTER OF A
 AC5131'NORTH-SOUTH GATE AND .3 M (1.0 FT) BELOW THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0550 ***********************************************************************
 HL0550  DESIGNATION -  DEL NORTE
 HL0550  PID         -  HL0550
 HL0550  STATE/COUNTY-  CO/RIO GRANDE
 HL0550  USGS QUAD   -  DEL NORTE PEAK (1967)
 HL0550
 HL0550                         *CURRENT SURVEY CONTROL
 HL0550  ___________________________________________________________________
 HL0550* NAD 83(1992)-  37 35 23.19377(N)    106 33 48.14442(W)     ADJUSTED  
 HL0550* NAVD 88     -      3782.     (meters)   12408.     (feet)  SCALED    
 HL0550  ___________________________________________________________________
 HL0550  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 HL0550  GEOID HEIGHT-         -15.78  (meters)                     GEOID03
 HL0550
 HL0550  HORZ ORDER  -  FIRST
 HL0550
 HL0550.The horizontal coordinates were established by classical geodetic methods
 HL0550.and adjusted by the National Geodetic Survey in January 1993..
 HL0550
 HL0550.The orthometric height was scaled from a topographic map.
 HL0550
 HL0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0550
 HL0550.The geoid height was determined by GEOID03.
 HL0550
 HL0550;                    North         East     Units Scale Factor Converg.
 HL0550;SPC CO S     -   407,785.095   820,491.557   MT  0.99995445   -0 39 08.1
 HL0550;SPC CO S     - 1,337,874.93  2,691,896.05   sFT  0.99995445   -0 39 08.1
 HL0550;UTM  13      - 4,161,450.259   361,974.492   MT  0.99983466   -0 57 13.7
 HL0550
 HL0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0550!SPC CO S     -   0.99940938  x   0.99995445  =   0.99936386
 HL0550!UTM  13      -   0.99940938  x   0.99983466  =   0.99924414
 HL0550
 HL0550:                Primary Azimuth Mark                     Grid Az
 HL0550:SPC CO S     -  DEL NORTE AZ MK                          159 14 56.7
 HL0550:UTM  13      -  DEL NORTE AZ MK                          159 33 02.3
 HL0550
 HL0550|---------------------------------------------------------------------|
 HL0550| PID    Reference Object                     Distance      Geod. Az  |
 HL0550|                                                           dddmmss.s |
 HL0550| CM6332 DEL NORTE AZ MK                                    1583548.6 |
 HL0550| CM6333 DEL NORTE RM 1                       10.889 METERS 24707     |
 HL0550| CM6334 DEL NORTE RM 2                        8.397 METERS 31739     |
 HL0550|---------------------------------------------------------------------|
 HL0550
 HL0550                          SUPERSEDED SURVEY CONTROL
 HL0550
 HL0550  NAD 83(1986)-  37 35 23.19322(N)    106 33 48.14997(W) AD(       ) 1
 HL0550  NAD 27      -  37 35 23.16560(N)    106 33 45.99420(W) AD(       ) 1
 HL0550
 HL0550.Superseded values are not recommended for survey control.
 HL0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0550.See file dsdata.txt to determine how the superseded data were derived.
 HL0550
 HL0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB6197461450(NAD 83)
 HL0550_MARKER: DB = BENCH MARK DISK
 HL0550_SETTING: 66 = SET IN ROCK OUTCROP
 HL0550
 HL0550  HISTORY     - Date     Condition        Report By
 HL0550  HISTORY     - 1958     MONUMENTED       USGS
 HL0550
 HL0550                          STATION DESCRIPTION
 HL0550
 HL0550'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (OSR)
 HL0550'STATION IS ON THE HIGHEST POINT OF DEL NORTE PEAK, ABOUT
 HL0550'12 MILES SOUTHWEST OF DEL NORTE, 7 MILES SOUTHEAST OF SOUTH
 HL0550'FORK AND 6 MILES SOUTH OF U.S. HIGHWAY 160.
 HL0550'
 HL0550'TO REACH FROM THE POST OFFICE IN DEL NORTE, GO SOUTH 1/2
 HL0550'BLOCK TO U.S. HIGHWAY 160, TURN RIGHT, WEST, ON U.S. HIGHWAY
 HL0550'160 FOR 13.2 MILES TO GARRARD RAILROAD SIDING, CONTINUE WEST
 HL0550'ON U.S. HIGHWAY 160 FOR 0.6 MILES TO A SIDE ROAD LEFT, TURN
 HL0550'LEFT, SOUTHERLY, ON GRADED ROAD FOR 0.15 MILE TO A CATTLE
 HL0550'GUARD AND FORK, CROSS CATTLE GUARD, TAKE LEFT FORK, SOUTHERLY,
 HL0550'ON GRADED ROAD FOR 0.8 MILE TO A WIRE GATE, PASS THROUGH
 HL0550'GATE, CONTINUE SOUTHERLY, ON GRADED ROAD FOR 2.0 MILES TO A
 HL0550'FORK, TAKE RIGHT FORK, SOUTHERLY, ON GRADED ROAD FOR 1.7
 HL0550'MILES TO A SIDE ROAD LEFT AND TRIANGLE BLAZE ON A 10 INCH
 HL0550'ASPEN TREE ON THE LEFT, TURN LEFT, EASTERLY, ON TRACK ROAD
 HL0550'FOR 1.8 MILES TO A OLD SAWMILL ON THE LEFT, CONTINUE ON
 HL0550'TRACK ROAD FOR 1.2 MILES TO A T-ROAD, TURN RIGHT, SOUTH, ON
 HL0550'TRACK ROAD FOR 0.75 MILE TO OLD CABINS ON THE RIGHT,
 HL0550'CONTINUE SOUTH, ON TRACK ROAD FOR 1.05 MILES TO TRACK
 HL0550'CROSSROADS, TURN LEFT, EASTERLY, ON TRACK ROAD FOR 1.2
 HL0550'MILES TO SADDLE AND END OF TRUCK TRAVEL, FROM HERE PACK
 HL0550'NORTH, UP ON RIDGE FOR ABOUT 0.15 MILE TO A 5 FOOT CAIRN AND
 HL0550'AZIMUTH MARK, CONTINUE NORTH, ALONG EAST EDGE OF HILL
 HL0550'FOR ABOUT 0.25 MILE TO HIGHEST POINT AND STATION.
 HL0550'
 HL0550'STATION MARK IS A STANDARD U.S. GEOLOGICAL BENCH MARK DISK,
 HL0550'WITH NO STAMPING, SET IN A DRILL HOLE IN BEDROCK FLUSH WITH
 HL0550'THE GROUND SURFACE.  IT IS 33 FEET WEST OF THE EAST EDGE OF
 HL0550'HILL.  NO WITNESS POST WAS SET.
 HL0550'
 HL0550'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DEL NORTE USGS
 HL0550'NO 1 1958, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK MEASURING
 HL0550'2 X 2 FEET PROJECTING 2 INCHES.  IT IS 59 FEET WEST OF THE EAST
 HL0550'EDGE OF HILL.
 HL0550'
 HL0550'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DEL NORTE USGS
 HL0550'NO 2 1958, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK MEASURING
 HL0550'3 X 3 FEET PROJECTING 4 INCHES.  IT IS 42 FEET WEST OF THE
 HL0550'EAST EDGE OF HILL.
 HL0550'
 HL0550'AZIMUTH MARK IS A STANDARD DISK, STAMPED DEL NORTE USGS 1958,
 HL0550'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK MEASURING 3 X 3
 HL0550'FEET PROJECTING 6 INCHES.  IT IS 23 FEET WEST OF THE EAST
 HL0550'EDGE OF HILL AND 6 FEET NORTH OF A 5 FOOT CAIRN.  NO WITNESS
 HL0550'POST WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0464 ***********************************************************************
 HL0464  DESIGNATION -  DEL NORTE ST JOSEPH HOSP STK
 HL0464  PID         -  HL0464
 HL0464  STATE/COUNTY-  CO/RIO GRANDE
 HL0464  USGS QUAD   -  DEL NORTE (1966)
 HL0464
 HL0464                         *CURRENT SURVEY CONTROL
 HL0464  ___________________________________________________________________
 HL0464* NAD 83(1992)-  37 40 44.28913(N)    106 20 39.99820(W)     ADJUSTED  
 HL0464* NAVD 88     -                                                        
 HL0464  ___________________________________________________________________
 HL0464  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 HL0464  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 HL0464
 HL0464  HORZ ORDER  -  THIRD
 HL0464
 HL0464.The horizontal coordinates were established by classical geodetic methods
 HL0464.and adjusted by the National Geodetic Survey in January 1993..
 HL0464
 HL0464
 HL0464.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0464
 HL0464.The geoid height was determined by GEOID03.
 HL0464
 HL0464;                    North         East     Units Scale Factor Converg.
 HL0464;SPC CO S     -   417,486.276   839,914.889   MT  0.99994905   -0 31 04.7
 HL0464;SPC CO S     - 1,369,702.89  2,755,620.76   sFT  0.99994905   -0 31 04.7
 HL0464;UTM  13      - 4,171,047.238   381,445.928   MT  0.99977312   -0 49 18.7
 HL0464
 HL0464                          SUPERSEDED SURVEY CONTROL
 HL0464
 HL0464  NAD 83(1986)-  37 40 44.28961(N)    106 20 40.00151(W) AD(       ) 4
 HL0464  NAD 27      -  37 40 44.28000(N)    106 20 37.87200(W) AD(       ) 3
 HL0464
 HL0464.Superseded values are not recommended for survey control.
 HL0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0464.See file dsdata.txt to determine how the superseded data were derived.
 HL0464
 HL0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB8144671047(NAD 83)
 HL0464_MARKER: 63 = STACK
 HL0464
 HL0464  HISTORY     - Date     Condition        Report By
 HL0464  HISTORY     - 1958     FIRST OBSERVED   CGS
 HL0464
 HL0464                          STATION DESCRIPTION
 HL0464
 HL0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 HL0464'THE STATION IS THE TOP-CENTER OF THE STACK.  IT IS IN THE EAST
 HL0464'END OF DEL NORTE, ON THE NORTH SIDE OF U.S. HIGHWAY 160, AT
 HL0464'THE NORTHWEST CORNER OF THE HOSPITAL LAUNDRY AND THE NORTHEAST
 HL0464'CORNER OF THE HOSPITAL.  IT IS A METAL STACK, 3 FEET IN DIAMETER,
 HL0464'SILVER IN COLOR AND 80 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0560 ***********************************************************************
 LM0560  DESIGNATION -  DELANEY
 LM0560  PID         -  LM0560
 LM0560  STATE/COUNTY-  CO/JACKSON
 LM0560  USGS QUAD   -  DELANEY BUTTE (1955)
 LM0560
 LM0560                         *CURRENT SURVEY CONTROL
 LM0560  ___________________________________________________________________
 LM0560* NAD 83(1992)-  40 42 05.54652(N)    106 29 12.42531(W)     ADJUSTED  
 LM0560* NAVD 88     -      2835.9    (meters)    9304.     (feet)  VERTCON   
 LM0560  ___________________________________________________________________
 LM0560  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 LM0560  GEOID HEIGHT-         -11.94  (meters)                     GEOID03
 LM0560
 LM0560  HORZ ORDER  -  SECOND
 LM0560
 LM0560.The horizontal coordinates were established by classical geodetic methods
 LM0560.and adjusted by the National Geodetic Survey in January 1993..
 LM0560
 LM0560.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0560
 LM0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0560
 LM0560.The geoid height was determined by GEOID03.
 LM0560
 LM0560;                    North         East     Units Scale Factor Converg.
 LM0560;SPC CO N     -   457,181.777   831,007.874   MT  0.99998775   -0 38 15.3
 LM0560;SPC CO N     - 1,499,937.21  2,726,398.33   sFT  0.99998775   -0 38 15.3
 LM0560;UTM  13      - 4,506,688.986   374,394.646   MT  0.99979419   -0 58 10.9
 LM0560
 LM0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0560!SPC CO N     -   0.99955721  x   0.99998775  =   0.99954497
 LM0560!UTM  13      -   0.99955721  x   0.99979419  =   0.99935149
 LM0560
 LM0560|---------------------------------------------------------------------|
 LM0560| PID    Reference Object                     Distance      Geod. Az  |
 LM0560|                                                           dddmmss.s |
 LM0560| CP4816 DELANEY RM 1                          7.760 METERS 13126     |
 LM0560| LM0561 P 13                                 11.111 METERS 33703     |
 LM0560| CP4815 DELANEY AZ MK                                      3564246.6 |
 LM0560|---------------------------------------------------------------------|
 LM0560
 LM0560                          SUPERSEDED SURVEY CONTROL
 LM0560
 LM0560  NAD 83(1986)-  40 42 05.54161(N)    106 29 12.41916(W) AD(       ) 2
 LM0560  NAD 27      -  40 42 05.62800(N)    106 29 10.29900(W) AD(       ) 2
 LM0560  NGVD 29 (07/19/86) 2834.5    (m)         9300.     (f) VERT ANG       
 LM0560
 LM0560.Superseded values are not recommended for survey control.
 LM0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0560.See file dsdata.txt to determine how the superseded data were derived.
 LM0560
 LM0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF7439506689(NAD 83)
 LM0560_MARKER: DS = TRIANGULATION STATION DISK
 LM0560_SETTING: 80 = SET IN A BOULDER
 LM0560_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LM0560
 LM0560  HISTORY     - Date     Condition        Report By
 LM0560  HISTORY     - 1949     MONUMENTED       CGS
 LM0560  HISTORY     - 1953     GOOD             USGS
 LM0560
 LM0560                          STATION DESCRIPTION
 LM0560
 LM0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LM0560'THE STATION IS LOCATED ON THE HIGHEST POINT OF DELANEY BUTTE
 LM0560'ABOUT 11.0 MILES AIR LINE WEST-SOUTHWEST OF WALDEN.  THE STATION
 LM0560'HILL HAS SHEER CLIFFS TO THE EAST.  THE STATION MARK PROJECTS
 LM0560'8 INCHES AND IS STAMPED, DELANEY 1949.
 LM0560'
 LM0560'REFERENCE MARK NO. 1 IS APPROXIMATELY 3 FEET LOWER THAN THE
 LM0560'STATION, PROJECTS 4 INCHES AND IS STAMPED, DELANEY NO 1 1949.
 LM0560'
 LM0560'REFERENCE MARK IS A U.S. FOREST SERVICE MARK SET FLUSH IN
 LM0560'BEDROCK, 4 FEET WEST OF A 40 FOOT CLIFF, APPROXIMATELY 1/2
 LM0560'FOOT HIGHER THAN THE STATION AND IS STAMPED, RAS P-13 37.
 LM0560'
 LM0560'THE AZIMUTH MARK IS SET IN A SMALL SADDLE, 20 PACES WEST-SOUTHWEST
 LM0560'OF AN OLD PROSPECT HOLE, 2 FEET EAST-NORTHEAST OF A WHITE
 LM0560'WITNESS POST, PROJECTS 8 INCHES AND IS STAMPED, DELANEY 1949.
 LM0560'
 LM0560'TO REACH THE STATION FROM THE POST OFFICE IN WALDEN.  GO SOUTH
 LM0560'AND WEST ON STATE HIGHWAY 125 FOR 0.8 MILE TO THE JUNCTION WITH
 LM0560'STATE ROUTE 14.  KEEP RIGHT ON STATE ROUTE 14 FOR 0.6 MILE TO
 LM0560'FORK.  TAKE THE RIGHT FORK, GRAVELED ROAD, FOR 4.7 MILES TO A
 LM0560'T-INTERSECTION ON THE RIGHT.  TURN RIGHT AND FOLLOW THE MAIN
 LM0560'GRADED ROAD FOR 2.55 MILES TO FORKS.  KEEP THE LEFT FORK
 LM0560'STRAIGHT AHEAD FOR 2.15 MILES TO A T-INTERSECTION ON THE LEFT.
 LM0560'TURN LEFT, PASSING THROUGH A WOODEN ARCH AND FOLLOW THE
 LM0560'MAIN ROAD FOR 3.0 MILES TO A T-INTERSECTION ON THE LEFT AT
 LM0560'THE SOUTH END OF A LARGE LAKE.  CONTINUE STRAIGHT AHEAD
 LM0560'FOR 0.95 MILE TO A TRACK ON THE RIGHT.  TURN RIGHT AND FOLLOW
 LM0560'THE TRACK ROAD FOR 0.05 TO A GATE.  PASS THROUGH THE GATE AND
 LM0560'FOLLOW THE TRACK ROAD FOR 0.6 MILE TO ITS END AT A SMALL
 LM0560'GROVE OF ASPEN TREES AND THE END OF TRUCK TRAVEL FOR A TWO
 LM0560'WHEEL DRIVE VEHICLE.  FROM HERE DRIVE NORTHWEST THROUGH
 LM0560'SAGE BRUSH AND OVER ROCKY RIDGE FOR 0.7 MILE TO THE HEAD OF THE
 LM0560'DRAW AT THE LARGEST GROVE OF ASPEN TREES.  FROM HERE CONTINUE
 LM0560'NORTHWESTERLY UP A ROCKY DRAW, KEEPING TO THE RIGHT OF THE ASPEN
 LM0560'TREES FOR 0.3 MILE TO A SMALL SADDLE AND THE AZIMUTH MARK AS
 LM0560'DESCRIBED ABOVE.  FROM HERE TURN LEFT UP A STEEP SLOPE FOR
 LM0560'0.1 TO THE SUMMIT OF A NORTH-SOUTH RIDGE.  TURN LEFT, SOUTH,
 LM0560'ALONG THE TOP OF THE RIDGE AND FOLLOW IT SOUTHERLY FOR
 LM0560'0.3 TO THE BASE OF A STEEP ROCKY BLUFF AND END OF TRUCK
 LM0560'TRAVEL.  FROM HERE PACK SOUTH UP THE STEEP ROCKY BLUFF FOR
 LM0560'ABOUT 200 YARDS TO THE HIGHEST POINT AND STATION.  A 15-MINUTE
 LM0560'PACK WITH A FOUR WHEEL DRIVE VEHICLE.
 LM0560
 LM0560                          STATION RECOVERY (1953)
 LM0560
 LM0560'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 LM0560'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0592 ***********************************************************************
 JM0592  CBN         -  This is a Cooperative Base Network Control Station.
 JM0592  DESIGNATION -  DELORIS
 JM0592  PID         -  JM0592
 JM0592  STATE/COUNTY-  CO/MESA
 JM0592  USGS QUAD   -  GATEWAY (1973)
 JM0592
 JM0592                         *CURRENT SURVEY CONTROL
 JM0592  ___________________________________________________________________
 JM0592* NAD 83(1992)-  38 40 59.60260(N)    108 58 31.98358(W)     ADJUSTED  
 JM0592* NAVD 88     -      1430.7    (meters)    4694.     (feet)  GPS OBS   
 JM0592  ___________________________________________________________________
 JM0592  X           -  -1,621,428.721 (meters)                     COMP
 JM0592  Y           -  -4,715,506.616 (meters)                     COMP
 JM0592  Z           -   3,965,809.552 (meters)                     COMP
 JM0592  LAPLACE CORR-           7.41  (seconds)                    DEFLEC99
 JM0592  ELLIP HEIGHT-        1412.51  (meters)          (10/21/02) GPS OBS
 JM0592  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 JM0592
 JM0592  HORZ ORDER  -  B
 JM0592  ELLP ORDER  -  FOURTH    CLASS II
 JM0592
 JM0592.The horizontal coordinates were established by GPS observations
 JM0592.and adjusted by the National Geodetic Survey in May 1992..
 JM0592
 JM0592.The orthometric height was determined by GPS observations and a
 JM0592.high-resolution geoid model.
 JM0592
 JM0592.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JM0592
 JM0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0592
 JM0592.The ellipsoidal height was determined by GPS observations
 JM0592.and is referenced to NAD 83.
 JM0592
 JM0592.The geoid height was determined by GEOID03.
 JM0592
 JM0592;                    North         East     Units Scale Factor Converg.
 JM0592;SPC CO C     -   404,928.301   612,074.637   MT  0.99996233   -2 11 31.2
 JM0592;SPC CO C     - 1,328,502.27  2,008,114.87   sFT  0.99996233   -2 11 31.2
 JM0592;SPC CO S     -   534,244.693   612,042.574   MT  1.00005517   -2 07 54.6
 JM0592;SPC CO S     - 1,752,767.80  2,008,009.68   sFT  1.00005517   -2 07 54.6
 JM0592;UTM  12      - 4,283,569.245   676,087.658   MT  0.99998184   +1 15 56.3
 JM0592
 JM0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0592!SPC CO C     -   0.99977842  x   0.99996233  =   0.99974076
 JM0592!SPC CO S     -   0.99977842  x   1.00005517  =   0.99983358
 JM0592!UTM  12      -   0.99977842  x   0.99998184  =   0.99976027
 JM0592
 JM0592                          SUPERSEDED SURVEY CONTROL
 JM0592
 JM0592  NAD 83(1986)-  38 40 59.58711(N)    108 58 31.97056(W) AD(       ) 3
 JM0592  ELLIP H (05/26/92) 1412.54   (m)                       GP(       ) 4 1
 JM0592  NGVD 29 (06/11/92) 1429.7    (m)         4691.     (f) GPS OBS        
 JM0592
 JM0592.Superseded values are not recommended for survey control.
 JM0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0592.See file dsdata.txt to determine how the superseded data were derived.
 JM0592
 JM0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH7608883569(NAD 83)
 JM0592_MARKER: DH = HORIZONTAL CONTROL DISK
 JM0592_SETTING: 66 = SET IN ROCK OUTCROP
 JM0592_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JM0592_STAMPING: DELORIS 1988
 JM0592_MARK LOGO: CO-077
 JM0592_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JM0592_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0592+STABILITY: POSITION/ELEVATION WELL
 JM0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0592+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1995
 JM0592
 JM0592  HISTORY     - Date     Condition        Report By
 JM0592  HISTORY     - 1988     MONUMENTED       CO-077
 JM0592  HISTORY     - 19910802 GOOD
 JM0592  HISTORY     - 19940829 GOOD             NGS
 JM0592  HISTORY     - 19950713 GOOD             CODOT
 JM0592
 JM0592                          STATION DESCRIPTION
 JM0592
 JM0592'DESCRIBED BY MESA COUNTY COLORADO 1988
 JM0592'STATION IS LOCATED ABOUT 60 KM (37.3 MI) SOUTHWEST OF GRAND JUNCTION,
 JM0592'10 KM (6.2 MI) EAST OF THE COLORADO-UTAH STATE LINE, AT GATEWAY,
 JM0592'ABOUT 0.2 KM (0.1 MI) WEST OF THE COMMUNITY BUILDING (HOUSING THE
 JM0592'POST OFFICE, POLICE AND FIRE DEPARTMENTS), ON A LOW, SHORT RIDGE
 JM0592'ALONGSIDE STATE HIGHWAY 141, IN THE SOUTHWEST 1/4 OF SECTION 15, T 51
 JM0592'N, R 19 W. OWNERSHIP--MESA COUNTY.
 JM0592'NOTE-130 FT. PACK TO STATION.
 JM0592'TO REACH FROM THE HIGHWAY 141 BRIDGE OVER THE DOLORES RIVER IN
 JM0592'GATEWAY, GO NORTHEAST ON HIGHWAY 141 FOR 0.4 MI (0.6 KM) TO THE WEST
 JM0592'PAVED ENTRANCE TO THE COMMUNITY BUILDING ON THE LEFT.  TURN LEFT,
 JM0592'NORTH, FOR 100 FT (30.5 M) TO A DIRT ROAD LEFT.  TURN LEFT, WEST, ON
 JM0592'ROAD ALONG FENCE FOR 0.1 MI (0.2 KM) TO A SADDLE AND THE END OF TRUCK
 JM0592'TRAVEL.  PACK SOUTHEAST ON RIDGE SPINE FOR ABOUT 40 M (131.2 FT) TO
 JM0592'HIGH GROUND AND STATION.
 JM0592'STATION MARK IS SET IN A DRILL HOLE IN THE WEST END OF AN 0.4 M
 JM0592'(1.3 FT) X 0.5 M (1.6 FT) X 0.2 M (0.7 FT) HIGH BOULDER ON THE
 JM0592'HIGHEST PART OF THE 2 M (6.6 FT) WIDE RIDGE.  IT IS ABOUT 40 M
 JM0592'(131.2 FT) NORTH OF, AND 20 M (65.6 FT) HIGHER THAN THE HIGHWAY, 3.6
 JM0592'M (11.8 FT) WEST-NORTHWEST OF A LONE 15-CM CEDAR TREE, AND 1.1 M
 JM0592'(3.6 FT) SOUTHEAST OF A 2.5 M (8.2 FT) HIGH WHITE TUBULAR PLASTIC
 JM0592'WITNESS POST.
 JM0592'DESCRIBED BY G.R.HEID
 JM0592
 JM0592                          STATION RECOVERY (1991)
 JM0592
 JM0592'RECOVERED 1991
 JM0592'RECOVERED IN GOOD CONDITION.
 JM0592
 JM0592                          STATION RECOVERY (1994)
 JM0592
 JM0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RSC)
 JM0592'RECOVERED AS DESCRIBED.
 JM0592
 JM0592                          STATION RECOVERY (1995)
 JM0592
 JM0592'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (LJ)
 JM0592'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2035 ***********************************************************************
 KK2035  DESIGNATION -  DEMOCRAT
 KK2035  PID         -  KK2035
 KK2035  STATE/COUNTY-  CO/CLEAR CREEK
 KK2035  USGS QUAD   -  GEORGETOWN (1974)
 KK2035
 KK2035                         *CURRENT SURVEY CONTROL
 KK2035  ___________________________________________________________________
 KK2035* NAD 83(1992)-  39 42 51.68709(N)    105 44 07.70429(W)     ADJUSTED  
 KK2035* NAVD 88     -      3781.     (meters)   12405.     (feet)  VERTCON   
 KK2035  ___________________________________________________________________
 KK2035  LAPLACE CORR-         -11.78  (seconds)                    DEFLEC99
 KK2035  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 KK2035
 KK2035  HORZ ORDER  -  THIRD
 KK2035
 KK2035.The horizontal coordinates were established by classical geodetic methods
 KK2035.and adjusted by the National Geodetic Survey in January 1993..
 KK2035
 KK2035.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2035
 KK2035.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2035
 KK2035.The geoid height was determined by GEOID03.
 KK2035
 KK2035;                    North         East     Units Scale Factor Converg.
 KK2035;SPC CO C     -   513,640.813   894,210.473   MT  0.99999314   -0 08 54.6
 KK2035;SPC CO C     - 1,685,169.90  2,933,755.53   sFT  0.99999314   -0 08 54.6
 KK2035;UTM  13      - 4,396,313.019   436,959.085   MT  0.99964893   -0 28 11.8
 KK2035
 KK2035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2035!SPC CO C     -   0.99940919  x   0.99999314  =   0.99940233
 KK2035!UTM  13      -   0.99940919  x   0.99964893  =   0.99905833
 KK2035
 KK2035:                Primary Azimuth Mark                     Grid Az
 KK2035:SPC CO C     -  GRINDAL                                  152 24 17.9
 KK2035:UTM  13      -  GRINDAL                                  152 43 35.1
 KK2035
 KK2035|---------------------------------------------------------------------|
 KK2035| PID    Reference Object                     Distance      Geod. Az  |
 KK2035|                                                           dddmmss.s |
 KK2035| KK2034 GRINDAL                             APPROX. 8.1 KM 1521523.3 |
 KK2035|---------------------------------------------------------------------|
 KK2035
 KK2035                          SUPERSEDED SURVEY CONTROL
 KK2035
 KK2035  NAD 83(1986)-  39 42 51.68858(N)    105 44 07.70290(W) AD(       ) 3
 KK2035  NAD 27      -  39 42 51.73222(N)    105 44 05.69354(W) AD(       ) 3
 KK2035  NGVD 29 (07/19/86) 3779.     (m)        12398.     (f) VERT ANG       
 KK2035
 KK2035.Superseded values are not recommended for survey control.
 KK2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2035.See file dsdata.txt to determine how the superseded data were derived.
 KK2035
 KK2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD3695996313(NAD 83)
 KK2035
 KK2035  HISTORY     - Date     Condition        Report By
 KK2035  HISTORY     - 1903     MONUMENTED       USGS
 KK2035  HISTORY     - 1956     GOOD             USGS
 KK2035
 KK2035                          STATION DESCRIPTION
 KK2035
 KK2035'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (EEM)
 KK2035'RECOVERED AS DESCRIBED.
 KK2035'
 KK2035'STATION LOCATED 2 MI. W. OF GEORGETOWN, ON REPUBLICAN MOUNTAIN.
 KK2035'
 KK2035'POINT IS BEST REACHED BY FOLLOWING TRAIL UP FIRST PROMINENT GULCH N.
 KK2035'OF GEORGETOWN, JUST AT THE CITY LIMITS.  FOLLOW THIS TO SUMMIT OF
 KK2035'MOUNTAIN, THENCE S. ALONG RIDGE TO HIGHEST POINT.
 KK2035'
 KK2035'STATION MARK--STANDARD BRONZE TRIANGULATION TABLET CEMENTED IN SOLID
 KK2035'ROCK NEARLY AT HIGHEST POINT OF MOUNTAIN, STAMPED ---DEMOCRAT
 KK2035'1903-1956---.
 KK2035'
 KK2035'REFERENCE MARK NO. 1--STANDARD USBR (1936) BENCH MARK TABLET CEMENTED
 KK2035'IN SOLID ROCK, 5.07 FT. DISTANT FROM STATION MARK,
 KK2035'S 36 DEG 40 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8119 ***********************************************************************
 AE8119  DESIGNATION -  DEMOSTHENES
 AE8119  PID         -  AE8119
 AE8119  STATE/COUNTY-  CO/LARIMER
 AE8119  USGS QUAD   -  GLEN HAVEN (1980)
 AE8119
 AE8119                         *CURRENT SURVEY CONTROL
 AE8119  ___________________________________________________________________
 AE8119* NAD 83(1992)-  40 24 07.53685(N)    105 25 05.55820(W)     ADJUSTED  
 AE8119* NAVD 88     -      2135.3    (meters)    7006.     (feet)  GPS OBS   
 AE8119  ___________________________________________________________________
 AE8119  X           -  -1,293,555.356 (meters)                     COMP
 AE8119  Y           -  -4,690,399.745 (meters)                     COMP
 AE8119  Z           -   4,113,462.175 (meters)                     COMP
 AE8119  LAPLACE CORR-         -17.86  (seconds)                    DEFLEC99
 AE8119  ELLIP HEIGHT-        2121.95  (meters)          (12/03/02) GPS OBS
 AE8119  GEOID HEIGHT-         -13.31  (meters)                     GEOID03
 AE8119
 AE8119  HORZ ORDER  -  FIRST
 AE8119  ELLP ORDER  -  FOURTH    CLASS II
 AE8119
 AE8119.The horizontal coordinates were established by GPS observations
 AE8119.and adjusted by the National Geodetic Survey in March 1998..
 AE8119
 AE8119.The orthometric height was determined by GPS observations and a
 AE8119.high-resolution geoid model.
 AE8119
 AE8119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8119
 AE8119.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8119
 AE8119.The ellipsoidal height was determined by GPS observations
 AE8119.and is referenced to NAD 83.
 AE8119
 AE8119.The geoid height was determined by GEOID03.
 AE8119
 AE8119;                    North         East     Units Scale Factor Converg.
 AE8119;SPC CO N     -   423,469.721   921,344.725   MT  0.99996033   +0 03 10.2
 AE8119;SPC CO N     - 1,389,333.58  3,022,778.49   sFT  0.99996033   +0 03 10.2
 AE8119;UTM  13      - 4,472,471.173   464,511.886   MT  0.99961550   -0 16 15.8
 AE8119
 AE8119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8119!SPC CO N     -   0.99966724  x   0.99996033  =   0.99962758
 AE8119!UTM  13      -   0.99966724  x   0.99961550  =   0.99928287
 AE8119
 AE8119                          SUPERSEDED SURVEY CONTROL
 AE8119
 AE8119  ELLIP H (03/31/98) 2121.96   (m)                       GP(       ) 4 1
 AE8119
 AE8119.Superseded values are not recommended for survey control.
 AE8119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8119.See file dsdata.txt to determine how the superseded data were derived.
 AE8119
 AE8119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE6451272471(NAD 83)
 AE8119_MARKER: DH = HORIZONTAL CONTROL DISK
 AE8119_SETTING: 80 = SET IN A BOULDER
 AE8119_STAMPING: DEMOSTHENES 1996
 AE8119_MARK LOGO: NGS   
 AE8119_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8119+STABILITY: SURFACE MOTION
 AE8119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8119+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE8119
 AE8119  HISTORY     - Date     Condition        Report By
 AE8119  HISTORY     - 1996     MONUMENTED       NGS
 AE8119
 AE8119                          STATION DESCRIPTION
 AE8119
 AE8119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE8119'THE STATION IS LOCATED ABOUT 18 MI (29.0 KM) WEST OF LOVELAND, 6 MI
 AE8119'(9.7 KM) EAST-NORTHEAST OF ESTES PARK AND 4 MI (6.4 KM) SOUTHWEST OF
 AE8119'DRAKE, IN THE NORTHWEST 1/4 OF SECTION 13, T 5 N, R 72 W, AT U.  S.
 AE8119'HIGHWAY 34 MILEPOST 69.75.  OWNERSHIP--COLORADO DEPT.  OF
 AE8119'TRANSPORTATION RIGHT-OF-WAY TO REACH THE STATION FROM U.  S.  HIGHWAY
 AE8119'34 AND LARIMER COUNTY ROAD 43 IN THE TOWN OF DRAKE, GO SOUTHWESTERLY
 AE8119'ON U.  S.  HIGHWAY 34 FOR 5.85 MI (9.41 KM) TO THE STATION ON THE
 AE8119'RIGHT.  THERE IS A DIM TRACK ROAD ON THE WEST SIDE OF A POWER POLE
 AE8119'WITH GUY WIRE THAT ALLOWS ACCESS TO THE STATION THE MARK IS A STANDARD
 AE8119'DISK SET IN A DRILL HOLE IN A BOULDER MEASURING 0.5 M (1.6 FT) BY 0.4
 AE8119'M (1.3 FT) AND 2 CM ABOVE THE GROUND. IT IS 32.2 M (105.6 FT) NORTH
 AE8119'FROM A POWER POLE WITH GUY WIRE, 22.3 M (73.2 FT) NORTHWEST FROM THE
 AE8119'CENTER LINE OF U.  S.  HIGHWAY 34, 17.6 M (57.7 FT) SOUTHEAST FROM THE
 AE8119'EASTERN SIDE OF THE BIG THOMPSON RIVER, 1.0 M (3.3 FT) NORTHWEST FROM
 AE8119'A WITNESS POST AND ABOUT 3 M (9.8 FT) BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1542 ***********************************************************************
 KK1542  DESIGNATION -  DEN G
 KK1542  PID         -  KK1542
 KK1542  STATE/COUNTY-  CO/DENVER
 KK1542  USGS QUAD   -  MONTBELLO (1994)
 KK1542
 KK1542                         *CURRENT SURVEY CONTROL
 KK1542  ___________________________________________________________________
 KK1542* NAD 83(1986)-  39 45 27.     (N)    104 51 47.     (W)     SCALED    
 KK1542* NAVD 88     -      1624.645  (meters)    5330.19   (feet)  ADJUSTED  
 KK1542  ___________________________________________________________________
 KK1542  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 KK1542  DYNAMIC HT  -        1623.099 (meters)    5325.12  (feet)  COMP
 KK1542  MODELED GRAV-     979,617.7   (mgal)                       NAVD 88
 KK1542
 KK1542  VERT ORDER  -  FIRST     CLASS II
 KK1542
 KK1542.This mark is at Denver Intl Airport (DEN)
 KK1542
 KK1542.The horizontal coordinates were scaled from a topographic map and have
 KK1542.an estimated accuracy of +/- 6 seconds.
 KK1542
 KK1542.The orthometric height was determined by differential leveling
 KK1542.and adjusted by the National Geodetic Survey in June 1991..
 KK1542
 KK1542.The geoid height was determined by GEOID03.
 KK1542
 KK1542.The dynamic height is computed by dividing the NAVD 88
 KK1542.geopotential number by the normal gravity value computed on the
 KK1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1542.degrees latitude (g = 980.6199 gals.).
 KK1542
 KK1542.The modeled gravity was interpolated from observed gravity values.
 KK1542
 KK1542;                    North         East    Units  Estimated Accuracy
 KK1542;SPC CO C     -   518,600.      968,990.      MT  (+/- 180 meters Scaled)
 KK1542
 KK1542                          SUPERSEDED SURVEY CONTROL
 KK1542
 KK1542  NGVD 29 (??/??/??) 1623.747  (m)         5327.24   (f) ADJUSTED    1 2
 KK1542
 KK1542.Superseded values are not recommended for survey control.
 KK1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1542.See file dsdata.txt to determine how the superseded data were derived.
 KK1542
 KK1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE117008(NAD 83)
 KK1542_MARKER: DD = SURVEY DISK
 KK1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1542_SP_SET: CONCRETE POST
 KK1542_STAMPING: DEN G 1976
 KK1542_MARK LOGO: NGS   
 KK1542_PROJECTION: FLUSH
 KK1542_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK1542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1542+STABILITY: SURFACE MOTION
 KK1542
 KK1542  HISTORY     - Date     Condition        Report By
 KK1542  HISTORY     - 1976     MONUMENTED       NOS
 KK1542  HISTORY     - 1984     GOOD             NGS
 KK1542  HISTORY     - 19880615 GOOD             NGS
 KK1542
 KK1542                          STATION DESCRIPTION
 KK1542
 KK1542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1542'IN DENVER.
 KK1542'IN DENVER, ON PROPERTY OF THE STATPLETON INTERNATIONAL AIRPORT, AT THE
 KK1542'PROJECTED CENTER OF RUNWAY 8L 26R, 56.7 METERS (186.0 FT) EAST OF THE
 KK1542'RUNWAY, AND 27.0 METERS (88.6 FT) SOUTHWEST OF A PERIMETER FENCE ALONG
 KK1542'HAVANA STREET AT A POINT JUST SOUTHEAST OF GATE NUMBER 48.
 KK1542'THE MARK IS ABOVE LEVEL WITH END OF THE RUNWAY.
 KK1542
 KK1542                          STATION RECOVERY (1988)
 KK1542
 KK1542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KK1542'THE STATION IS LOCATED IN THE EAST PART OF THE AIRPORT EAST OF RUNWAY
 KK1542'END 26R.  IT IS APPROXIMATELY 1000 FT (304.8 M) EAST OF THE CENTERLNE
 KK1542'END OF 26R ON THE CENTERLINE EXTENDED, 464.7 FT (141.6 M) NORTHWEST OF
 KK1542'THE CORNER OF A RUN-UP PAD AT TAXIWAY C-9 AND 87.7 FT (26.7 M) SSW OF
 KK1542'THE AIRPORT PERIMETER FENCE.  THE STATION IS AN NOS DISK STAMPED DEN G
 KK1542'1976 SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND, AND 2 FT
 KK1542'(0.6 M) SOUTH OF A METAL WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0474 ***********************************************************************
 KJ0474  DESIGNATION -  DENOVA
 KJ0474  PID         -  KJ0474
 KJ0474  STATE/COUNTY-  CO/WASHINGTON
 KJ0474  USGS QUAD   -  DE NOVA (1978)
 KJ0474
 KJ0474                         *CURRENT SURVEY CONTROL
 KJ0474  ___________________________________________________________________
 KJ0474* NAD 83(1992)-  39 51 31.18437(N)    102 53 12.37396(W)     ADJUSTED  
 KJ0474* NAVD 88     -      1380.     (meters)    4528.     (feet)  SCALED    
 KJ0474  ___________________________________________________________________
 KJ0474  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 KJ0474  GEOID HEIGHT-         -21.19  (meters)                     GEOID03
 KJ0474
 KJ0474  HORZ ORDER  -  FIRST
 KJ0474
 KJ0474.The horizontal coordinates were established by classical geodetic methods
 KJ0474.and adjusted by the National Geodetic Survey in January 1993..
 KJ0474
 KJ0474.The orthometric height was scaled from a topographic map.
 KJ0474
 KJ0474.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0474
 KJ0474.The geoid height was determined by GEOID03.
 KJ0474
 KJ0474;                    North         East     Units Scale Factor Converg.
 KJ0474;SPC CO N     -   366,422.327 1,137,978.164   MT  0.99998012   +1 41 18.6
 KJ0474;SPC CO N     - 1,202,170.58  3,733,516.69   sFT  0.99998012   +1 41 18.6
 KJ0474;UTM  13      - 4,414,207.289   680,763.391   MT  1.00000228   +1 21 17.0
 KJ0474
 KJ0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0474!SPC CO N     -   0.99978693  x   0.99998012  =   0.99976706
 KJ0474!UTM  13      -   0.99978693  x   1.00000228  =   0.99978921
 KJ0474
 KJ0474:                Primary Azimuth Mark                     Grid Az
 KJ0474:SPC CO N     -  DENOVA AZ MK                             358 19 03.2
 KJ0474:UTM  13      -  DENOVA AZ MK                             358 39 04.8
 KJ0474
 KJ0474|---------------------------------------------------------------------|
 KJ0474| PID    Reference Object                     Distance      Geod. Az  |
 KJ0474|                                                           dddmmss.s |
 KJ0474| CP6963 DENOVA AZ MK                                       0000021.8 |
 KJ0474| CP6964 DENOVA RM 1                          21.455 METERS 05950     |
 KJ0474| CP6965 DENOVA RM 2                          20.845 METERS 31524     |
 KJ0474|---------------------------------------------------------------------|
 KJ0474
 KJ0474                          SUPERSEDED SURVEY CONTROL
 KJ0474
 KJ0474  NAD 83(1986)-  39 51 31.18126(N)    102 53 12.37174(W) AD(       ) 1
 KJ0474  NAD 27      -  39 51 31.22657(N)    102 53 10.59635(W) AD(       ) 1
 KJ0474
 KJ0474.Superseded values are not recommended for survey control.
 KJ0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0474.See file dsdata.txt to determine how the superseded data were derived.
 KJ0474
 KJ0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFE8076314207(NAD 83)
 KJ0474_MARKER: DS = TRIANGULATION STATION DISK
 KJ0474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0474_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KJ0474
 KJ0474  HISTORY     - Date     Condition        Report By
 KJ0474  HISTORY     - 1968     MONUMENTED       CGS
 KJ0474
 KJ0474                          STATION DESCRIPTION
 KJ0474
 KJ0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KJ0474'THE STATION IS LOCATED ON A HIGH RIDGE IN THE NORTHEAST 1/4 OF
 KJ0474'SECTION 29, T. 2 S., R. 49 W. AND ON PROPERTY OF MRS. ELMER
 KJ0474'MATHIES.  IT IS LOCATED ABOUT 21 MILES SOUTH-SOUTHEAST OF OTIS,
 KJ0474'14 MILES NORTH-NORTHWEST OF COPE AND 4-1/2 MILES WEST OF THE
 KJ0474'WASHINGTON- YUMA COUNTY LINE.
 KJ0474'
 KJ0474'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROAD 61 AND
 KJ0474'U.S. HIGHWAY 34 IN OTIS, GO SOUTH ON COUNTY ROAD 61 FOR 18.45
 KJ0474'MILES TO A CROSSROAD AND SIGN WHICH READS ALLEN RANCH YUMA
 KJ0474'COLO.  TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 4.35 MILES
 KJ0474'TO A WIRE GATE ON THE RIGHT AND THE AZIMUTH MARK.  TURN RIGHT,
 KJ0474'PASS THROUGH THE WIRE GATE AND GO SOUTH ON A TRACK ROAD FOR 0.8
 KJ0474'MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTH
 KJ0474'ON THE TRACK ROAD FOR 1.3 MILES TO A T-FENCE CORNER AND THE
 KJ0474'STATION.
 KJ0474'
 KJ0474'THE STATION MARK IS A STANDARD DISK STAMPED DENOVA 1968, SET
 KJ0474'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KJ0474'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 125 FEET
 KJ0474'SOUTH-SOUTHWEST OF THE T-FENCE CORNER, 110 FEET SOUTH OF AN
 KJ0474'EAST-WEST WIRE FENCE AND 62.3 FEET WEST OF A NORTH-SOUTH WIRE
 KJ0474'FENCE.
 KJ0474'
 KJ0474'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DENOVA NO 1 1968, SET
 KJ0474'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KJ0474'PROJECTS 1-INCH ABOVE THE GROUND SURFACE.  IT IS 76 FEET SOUTH
 KJ0474'OF THE T-FENCE CORNER, 2.3 FEET SOUTH OF A METAL WITNESS POST,
 KJ0474'0.5 OF A FOOT WEST OF THE NORTH-SOUTH WIRE FENCE AND ABOUT 2 FEET
 KJ0474'LOWER IN ELEVATION THAN THE STATION MARK.
 KJ0474'
 KJ0474'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DENOVA NO 2 1968, SET
 KJ0474'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KJ0474'PROJECTS 2-INCHES ABOVE THE GROUND SURFACE.  IT IS 144.4 FEET
 KJ0474'WEST-SOUTHWEST OF THE T-FENCE CORNER, 63 FEET SOUTH OF THE
 KJ0474'EAST-WEST WIRE FENCE AND ABOUT 1 FOOT LOWER IN ELEVATION THAN
 KJ0474'THE STATION MARK.
 KJ0474'
 KJ0474'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DENOVA 1968, SET IN
 KJ0474'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 KJ0474'8-INCHES ABOVE THE GROUND SURFACE.  IT IS 37 FEET SOUTH OF THE
 KJ0474'CENTER THE GRAVELED ROAD.  16 FEET EAST OF THE CENTER OF THE
 KJ0474'TRACK ROAD, 2 FEET EAST OF A METAL WITNESS POST AND 0.5 OF A FOOT
 KJ0474'NORTH OF AN EAST-WEST WIRE FENCE.
 KJ0474'
 KJ0474'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1054 ***********************************************************************
 KK1054  DESIGNATION -  DENVER
 KK1054  PID         -  KK1054
 KK1054  STATE/COUNTY-  CO/CLEAR CREEK
 KK1054  USGS QUAD   -  GEORGETOWN (1974)
 KK1054
 KK1054                         *CURRENT SURVEY CONTROL
 KK1054  ___________________________________________________________________
 KK1054* NAD 83(1986)-  39 42 27.     (N)    105 41 45.     (W)     SCALED    
 KK1054* NAVD 88     -      2594.050  (meters)    8510.65   (feet)  ADJUSTED  
 KK1054  ___________________________________________________________________
 KK1054  GEOID HEIGHT-         -12.37  (meters)                     GEOID03
 KK1054  DYNAMIC HT  -        2590.970 (meters)    8500.54  (feet)  COMP
 KK1054  MODELED GRAV-     979,345.3   (mgal)                       NAVD 88
 KK1054
 KK1054  VERT ORDER  -  FIRST     CLASS II
 KK1054
 KK1054.The horizontal coordinates were scaled from a topographic map and have
 KK1054.an estimated accuracy of +/- 6 seconds.
 KK1054
 KK1054.The orthometric height was determined by differential leveling
 KK1054.and adjusted by the National Geodetic Survey in June 1991..
 KK1054
 KK1054.The geoid height was determined by GEOID03.
 KK1054
 KK1054.The dynamic height is computed by dividing the NAVD 88
 KK1054.geopotential number by the normal gravity value computed on the
 KK1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1054.degrees latitude (g = 980.6199 gals.).
 KK1054
 KK1054.The modeled gravity was interpolated from observed gravity values.
 KK1054
 KK1054;                    North         East    Units  Estimated Accuracy
 KK1054;SPC CO C     -   512,870.      897,610.      MT  (+/- 180 meters Scaled)
 KK1054
 KK1054                          SUPERSEDED SURVEY CONTROL
 KK1054
 KK1054  NGVD 29 (??/??/92) 2592.535  (m)         8505.68   (f) ADJ UNCH    1 2
 KK1054
 KK1054.Superseded values are not recommended for survey control.
 KK1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1054.See file dsdata.txt to determine how the superseded data were derived.
 KK1054
 KK1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD403955(NAD 83)
 KK1054_MARKER: DD = SURVEY DISK
 KK1054_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK1054_SP_SET: BUILDING
 KK1054_STAMPING: DENVER 8507
 KK1054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1054
 KK1054  HISTORY     - Date     Condition        Report By
 KK1054  HISTORY     - UNK      MONUMENTED       USGS
 KK1054  HISTORY     - 1951     GOOD             NGS
 KK1054  HISTORY     - 1954     GOOD             NGS
 KK1054
 KK1054                          STATION DESCRIPTION
 KK1054
 KK1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK1054'AT GEORGETOWN.
 KK1054'AT GEORGETOWN, 7 FEET SOUTH OF THE EAST ENTRANCE TO THE ABANDONED
 KK1054'HIGH SCHOOL BUILDING, 3 BLOCKS NORTHEAST OF THE POST OFFICE, 3
 KK1054'FEET ABOVE THE GROUND, SET VERTICALLY NEAR THE TOP OF A FOUNDATION
 KK1054'STONE.
 KK1054
 KK1054                          STATION RECOVERY (1954)
 KK1054
 KK1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 KK1054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0437 ***********************************************************************
 HK0437  DESIGNATION -  DENVER ALBUQUERQUE AWY BCN 50
 HK0437  PID         -  HK0437
 HK0437  STATE/COUNTY-  CO/HUERFANO
 HK0437  USGS QUAD   -  NORTH RATTLESNAKE BUTTE (1971)
 HK0437
 HK0437                         *CURRENT SURVEY CONTROL
 HK0437  ___________________________________________________________________
 HK0437* NAD 83(1992)-  37 46 16.42222(N)    104 27 21.12726(W)     ADJUSTED  
 HK0437* NAVD 88     -                                                        
 HK0437  ___________________________________________________________________
 HK0437  LAPLACE CORR-          -6.82  (seconds)                    DEFLEC99
 HK0437  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 HK0437
 HK0437  HORZ ORDER  -  THIRD
 HK0437
 HK0437.The horizontal coordinates were established by classical geodetic methods
 HK0437.and adjusted by the National Geodetic Survey in January 1993..
 HK0437
 HK0437
 HK0437.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0437
 HK0437.The geoid height was determined by GEOID03.
 HK0437
 HK0437;                    North         East     Units Scale Factor Converg.
 HK0437;SPC CO S     -   427,903.123 1,006,387.730   MT  0.99994600   +0 38 25.6
 HK0437;SPC CO S     - 1,403,878.83  3,301,790.41   sFT  0.99994600   +0 38 25.6
 HK0437;UTM  13      - 4,180,572.210   547,921.484   MT  0.99962828   +0 19 59.9
 HK0437
 HK0437                          SUPERSEDED SURVEY CONTROL
 HK0437
 HK0437  NAD 83(1986)-  37 46 16.41398(N)    104 27 21.12444(W) AD(       ) 4
 HK0437  NAD 27      -  37 46 16.37100(N)    104 27 19.21700(W) AD(       ) 3
 HK0437
 HK0437.Superseded values are not recommended for survey control.
 HK0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0437.See file dsdata.txt to determine how the superseded data were derived.
 HK0437
 HK0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB4792180572(NAD 83)
 HK0437_MARKER: 22 = AIRWAY BEACON
 HK0437
 HK0437  HISTORY     - Date     Condition        Report By
 HK0437  HISTORY     - 1949     FIRST OBSERVED   CGS
 HK0437  HISTORY     - 1952     GOOD             CGS
 HK0437
 HK0437                          STATION DESCRIPTION
 HK0437
 HK0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 HK0437'STATION IS THE TOP CENTER OF THE ROTATING LIGHT ON AIRWAY BEACON
 HK0437'NO. 50 LOCATED ABOUT 20 MILES NORTHEAST OF WALSENBURG AND ABOUT
 HK0437'14 MILES SOUTHEAST OF CEDARWOOD.  IT IS A STANDARD C.A.A. ROTATING
 HK0437'BEACON ATOP A STRUCTURAL STEEL TOWER.
 HK0437
 HK0437                          STATION RECOVERY (1952)
 HK0437
 HK0437'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LGT)
 HK0437'THE STATION IS LOCATED ABOUT 54 MILES WEST OF LA JUNTA, ABOUT
 HK0437'20 MILES EAST OF WALSENBURG AND ABOUT 1 MILE NORTH OF STATE
 HK0437'HIGHWAY 10.  IT IS IN THE NORTHEAST CORNER OF HUERFANO COUNTY ON
 HK0437'THE PROPERTY OF BUSCH RANCH.  THE BEACON IS LOCATED ON THE NORTH
 HK0437'END OF NORTH RATTLE SNAKE BUTTE WHICH IS THE NORTH ONE OF TWO
 HK0437'PROMINENT BUTTES WHICH ARE ABOUT 3 MILES APART.
 HK0437'
 HK0437'THE BEACON IS A METAL STRUCTURE PAINTED SILVER AND TRIMMED IN RED.
 HK0437'IT IS 9 FEET SQUARE AT THE BASE AND STANDS 56.5 FEET HIGH.  A
 HK0437'LADDER IS RIVETED TO THE EAST SIDE.
 HK0437'
 HK0437'THIS POINT WAS LOCATED BY TRAVERSE IN 1952.  THE DISTANCE
 HK0437'BEING 306.1 FEET OR (93.30 METERS) SOUTH-SOUTHWEST OF TRIANGULATION
 HK0437'STATION RATTLESNAKE 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1093 ***********************************************************************
 JK1093  DESIGNATION -  DENVER ALBUQUERQUE AWY BCN 1
 JK1093  PID         -  JK1093
 JK1093  STATE/COUNTY-  CO/PUEBLO
 JK1093  USGS QUAD   -  PINON (1974)
 JK1093
 JK1093                         *CURRENT SURVEY CONTROL
 JK1093  ___________________________________________________________________
 JK1093* NAD 83(1992)-  38 24 02.25802(N)    104 36 55.57775(W)     ADJUSTED  
 JK1093* NAVD 88     -      1541.9    (meters)    5059.     (feet)  VERTCON   
 JK1093  ___________________________________________________________________
 JK1093  LAPLACE CORR-          -6.67  (seconds)                    DEFLEC99
 JK1093  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 JK1093
 JK1093  HORZ ORDER  -  SECOND
 JK1093
 JK1093.The horizontal coordinates were established by classical geodetic methods
 JK1093.and adjusted by the National Geodetic Survey in January 1993..
 JK1093
 JK1093.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1093
 JK1093.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1093
 JK1093.The geoid height was determined by GEOID03.
 JK1093
 JK1093;                    North         East     Units Scale Factor Converg.
 JK1093;SPC CO S     -   497,614.148   991,668.891   MT  0.99999419   +0 32 33.3
 JK1093;SPC CO S     - 1,632,589.08  3,253,500.35   sFT  0.99999419   +0 32 33.3
 JK1093;UTM  13      - 4,250,336.961   533,579.045   MT  0.99961389   +0 14 20.0
 JK1093
 JK1093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1093!SPC CO S     -   0.99976111  x   0.99999419  =   0.99975530
 JK1093!UTM  13      -   0.99976111  x   0.99961389  =   0.99937509
 JK1093
 JK1093                          SUPERSEDED SURVEY CONTROL
 JK1093
 JK1093  NAD 83(1986)-  38 24 02.24725(N)    104 36 55.57645(W) AD(       ) 2
 JK1093  NAD 27      -  38 24 02.24200(N)    104 36 53.67200(W) AD(       ) 2
 JK1093  NGVD 29 (07/19/86) 1541.0    (m)         5056.     (f) VERT ANG       
 JK1093
 JK1093.Superseded values are not recommended for survey control.
 JK1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1093.See file dsdata.txt to determine how the superseded data were derived.
 JK1093
 JK1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC3357950337(NAD 83)
 JK1093_MARKER: 22 = AIRWAY BEACON
 JK1093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1093+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2004
 JK1093
 JK1093  HISTORY     - Date     Condition        Report By
 JK1093  HISTORY     - 1949     FIRST OBSERVED   CGS
 JK1093  HISTORY     - 1954     GOOD             CGS
 JK1093  HISTORY     - 20040301 GOOD             USPSQD
 JK1093
 JK1093                          STATION DESCRIPTION
 JK1093
 JK1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 JK1093'STATION IS THE BOTTOM CENTER OF THE DENVER-ALBUQUERQUE AIRWAY
 JK1093'BEACON NO. 1 WHICH IS LOCATED ABOUT 9 MILES AIR LINE NORTH OF
 JK1093'PUEBLO, AND ABOUT 300 YARDS EAST OF U.S. HIGHWAY 85.  IT IS
 JK1093'A STANDARD C.A.A. ROTATING BEACON SET ON A STRUCTURAL STEEL
 JK1093'TOWER.  THE BASE IS A SOLID CONCRETE BLOCK.  THE BEACON IS
 JK1093'54.73 FEET HIGH.
 JK1093
 JK1093                          STATION RECOVERY (1954)
 JK1093
 JK1093'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 JK1093'THE STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION
 JK1093'ADEQUATE.
 JK1093
 JK1093                          STATION RECOVERY (2004)
 JK1093
 JK1093'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 JK1093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1386 ***********************************************************************
 KK1386  DESIGNATION -  DENVER CBL 0
 KK1386  PID         -  KK1386
 KK1386  STATE/COUNTY-  CO/JEFFERSON
 KK1386  USGS QUAD   -  FORT LOGAN (1994)
 KK1386
 KK1386                         *CURRENT SURVEY CONTROL
 KK1386  ___________________________________________________________________
 KK1386* NAD 83(1986)-  39 43 30.     (N)    105 06 49.     (W)     SCALED    
 KK1386* NAVD 88     -      1698.483  (meters)    5572.44   (feet)  ADJUSTED  
 KK1386  ___________________________________________________________________
 KK1386  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 KK1386  DYNAMIC HT  -        1696.814 (meters)    5566.96  (feet)  COMP
 KK1386  MODELED GRAV-     979,583.9   (mgal)                       NAVD 88
 KK1386
 KK1386  VERT ORDER  -  FIRST     CLASS II
 KK1386
 KK1386.The horizontal coordinates were scaled from a topographic map and have
 KK1386.an estimated accuracy of +/- 6 seconds.
 KK1386
 KK1386.The orthometric height was determined by differential leveling
 KK1386.and adjusted by the National Geodetic Survey in June 1991..
 KK1386
 KK1386.The geoid height was determined by GEOID03.
 KK1386
 KK1386.The dynamic height is computed by dividing the NAVD 88
 KK1386.geopotential number by the normal gravity value computed on the
 KK1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1386.degrees latitude (g = 980.6199 gals.).
 KK1386
 KK1386.The modeled gravity was interpolated from observed gravity values.
 KK1386
 KK1386;                    North         East    Units  Estimated Accuracy
 KK1386;SPC CO C     -   514,870.      947,530.      MT  (+/- 180 meters Scaled)
 KK1386
 KK1386                          SUPERSEDED SURVEY CONTROL
 KK1386
 KK1386  NGVD 29 (??/??/??) 1697.542  (m)         5569.35   (f) ADJUSTED    1 2
 KK1386
 KK1386.Superseded values are not recommended for survey control.
 KK1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1386.See file dsdata.txt to determine how the superseded data were derived.
 KK1386
 KK1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD902972(NAD 83)
 KK1386_MARKER: DH = HORIZONTAL CONTROL DISK
 KK1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1386_SP_SET: CONCRETE POST
 KK1386_STAMPING: POINT 0 1976
 KK1386_MARK LOGO: NGS   
 KK1386_PROJECTION: FLUSH
 KK1386_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1386+STABILITY: SURFACE MOTION
 KK1386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK1386+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1992
 KK1386
 KK1386  HISTORY     - Date     Condition        Report By
 KK1386  HISTORY     - 1976     MONUMENTED       CODOT
 KK1386  HISTORY     - 1984     GOOD             NGS
 KK1386  HISTORY     - 19920609 GOOD             NGS
 KK1386  HISTORY     - 19920609 GOOD             NGS
 KK1386  HISTORY     - 20000310 GOOD             CO1435
 KK1386
 KK1386                          STATION DESCRIPTION
 KK1386
 KK1386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1386'8.6 KM (5.35 MI) WEST FROM DENVER.
 KK1386'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 KK1386'8.6 KM (5.35 MI) WEST ALONG U.S. HIGHWAY 6 (6TH AVENUE) FROM ITS
 KK1386'JUNCTION WITH INTERSTATE HIGHWAY 25 IN DENVER, ON GROUNDS OF THE
 KK1386'DENVER FEDERAL CENTER, 57.9 METERS (190.0 FT) SOUTH OF THE CENTERLINE
 KK1386'OF THE EAST BOUND LANES OF THE HIGHWAY, 4.3 METERS (14.1 FT) SOUTHWEST
 KK1386'OF A FENCE CORNER, 3.4 METERS (11.2 FT) WEST OF A FENCE, AND
 KK1386'2.7 METERS (8.9 FT) SOUTH OF THE NORTH BOUNDARY FENCE OF THE FEDERAL
 KK1386'CENTER.  NOTE--A CALIBRATION BASE LINE MARK.
 KK1386
 KK1386                          STATION RECOVERY (1992)
 KK1386
 KK1386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 KK1386'MARK IS A COMPONENT OF THE DENVER CALIBRATION BASE LINE, LOCATED ABOUT
 KK1386'12.9 KM (8.0 MI) WEST OF THE COLORADO STATE CAPITOL BUILDING IN
 KK1386'DENVER, ON THE WEST SIDE OF LAKEWOOD WITHIN THE NORTHEAST CORNER OF
 KK1386'THE DENVER FEDERAL CENTER ALONG THE SOUTH SIDE OF U.S. HIGHWAY 6 IN
 KK1386'SECTION 9 T 4 S R 69 W (FORT LOGAN 7.5 MIN QUAD).
 KK1386'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 6 (WEST 6TH AVENUE) AND
 KK1386'STATE ROUTE 391 (KIPLING STREET), LOCATED IN LAKEWOOD, GO SOUTH ON
 KK1386'KIPLING STREET FOR 0.3 KM (0.2 MI) TO A ROAD RIGHT LEADING TO GATE
 KK1386'NO. 2 OF THE DENVER FEDERAL CENTER.  TURN RIGHT AND GO WEST FOR 0.08
 KK1386'KM (0.05 MI) TO THE GATE.  PROCEED THROUGH THE GATE AND CONTINUE WEST
 KK1386'FOR 0.16 KM (0.10 MI) TO THE INTERSECTION OF FIRST STREET.  TURN
 KK1386'RIGHT AND GO NORTHWEST FOR 0.24 KM (0.15 MI) TO THE ENTRANCE OF THE
 KK1386'ELMER E. FRYAR U.S. ARMY RESERVE CENTER ON THE RIGHT.  TURN RIGHT AND
 KK1386'GO EAST FOR 0.16 KM (0.10 MI) ACROSS THE PARKING LOT TO ITS EASTERN
 KK1386'EDGE.  PARK YOUR VEHICLE AND WALK APPROXIMATELY 60 M (196.8 FT) NORTH
 KK1386'ALONG THE FENCE LINE TO THE MARK IN THE CORNER OF THE CHAIN LINK
 KK1386'FENCE.
 KK1386'MARK IS SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH
 KK1386'WITH GROUND SURFACE.  IT IS 3.4 M (11.2 FT) WEST OF A CHAIN LINK
 KK1386'FENCE, 3.4 M (11.2 FT) WEST OF A FIBERGLASS WITNESS POST, 2.7 M
 KK1386'(8.9 FT) SOUTH OF A CHAIN LINK FENCE AND 2.7 M (8.9 FT) SOUTH OF A
 KK1386'FIBERGLASS WITNESS POST.
 KK1386'FOR MORE INFORMATION CONTACT MR. JOSEPH CONWAY, COLORADO DEPARTMENT OF
 KK1386'TRANSPORTATION, DISTRICT I - CONSTRUCTION, 18500 EAST COLFAX AVENUE,
 KK1386'AURORA, CO 80011.  TELEPHONE (303) 757-9744.  OR CONTACT MR. GARY
 KK1386'PERASSO, U.S. GEOLOGICAL SURVEY, NATIONAL MAPPING DIVISION, BOX 25046
 KK1386'MS-506, BUILDING 25, DENVER FEDERAL CENTER, DENVER, CO 80225.
 KK1386'TELEPHONE (303) 236-5812.  OR CONTACT MR. RICHARD COHEN, NOAA, RC 325
 KK1386'BROADWAY, BOULDER, CO 80303.  TELEPHONE (303) 497-6530.
 KK1386
 KK1386                          STATION RECOVERY (1992)
 KK1386
 KK1386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (CRG)
 KK1386'MARK IS A COMPONENT OF THE DENVER CALIBRATION BASE LINE, LOCATED ABOUT
 KK1386'12.9 KM (8.0 MI) WEST OF THE COLORADO STATE CAPITOL BUILDING IN
 KK1386'DENVER, ON THE WEST SIDE OF LAKEWOOD WITHIN THE NORTHEAST CORNER OF
 KK1386'THE DENVER FEDERAL CENTER ALONG THE SOUTH SIDE OF U.S. HIGHWAY 6 IN
 KK1386'SECTION 9 T 4 S R 69 W (FORT LOGAN 7.5 MIN QUAD). TO REACH FROM THE
 KK1386'JUNCTION OF U.S. HIGHWAY 6 (WEST 6TH AVENUE) AND STATE ROUTE 391
 KK1386'(KIPLING STREET), LOCATED IN LAKEWOOD, GO SOUTH ON KIPLING STREET FOR
 KK1386'0.3 KM (0.2 MI) TO A ROAD RIGHT LEADING TO GATE NO. 2 OF THE DENVER
 KK1386'FEDERAL CENTER.  TURN RIGHT AND GO WEST FOR 0.08 KM (0.05 MI) TO THE
 KK1386'GATE.  PROCEED THROUGH THE GATE AND CONTINUE WEST FOR 0.16 KM (0.10
 KK1386'MI) TO THE INTERSECTION OF FIRST STREET.  TURN RIGHT AND GO NORTHWEST
 KK1386'FOR 0.24 KM (0.15 MI) TO THE ENTRANCE OF THE ELMER E. FRYAR U.S. ARMY
 KK1386'RESERVE CENTER ON THE RIGHT.  TURN RIGHT AND GO EAST FOR 0.16 KM (0.10
 KK1386'MI) ACROSS THE PARKING LOT TO ITS EASTERN EDGE.  PARK YOUR VEHICLE AND
 KK1386'WALK APPROXIMATELY 60 M (196.8 FT) NORTH ALONG THE FENCE LINE TO THE
 KK1386'MARK IN THE CORNER OF THE CHAIN LINK FENCE. MARK IS SET IN THE TOP OF
 KK1386'A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH GROUND SURFACE.  IT
 KK1386'IS 3.4 M (11.2 FT) WEST OF A CHAIN LINK FENCE, 3.4 M (11.2 FT) WEST OF
 KK1386'A FIBERGLASS WITNESS POST, 2.7 M (8.9 FT) SOUTH OF A CHAIN LINK FENCE
 KK1386'AND 2.7 M (8.9 FT) SOUTH OF A FIBERGLASS WITNESS POST. FOR MORE
 KK1386'INFORMATION CONTACT MR. JOSEPH CONWAY, COLORADO DEPARTMENT OF
 KK1386'TRANSPORTATION, DISTRICT I - CONSTRUCTION, 18500 EAST COLFAX AVENUE,
 KK1386'AURORA, CO 80011.  OR CONTACT MR. GARY PERASSO, U.S. GEOLOGICAL
 KK1386'SURVEY, NATIONAL MAPPING DIVISION, BOX 25046 MS-506, BUILDING 25,
 KK1386'DENVER FEDERAL CENTER, DENVER, CO 80225. CONTACT MR. RICHARD COHEN,
 KK1386'NOAA, RC 325 BROADWAY, BOULDER, CO 80303.
 KK1386
 KK1386                          STATION RECOVERY (2000)
 KK1386
 KK1386'RECOVERY NOTE BY CITY OF LAKEWOOD COLORADO 2000 (KM)
 KK1386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1382 ***********************************************************************
 KK1382  DESIGNATION -  DENVER CBL 1014
 KK1382  PID         -  KK1382
 KK1382  STATE/COUNTY-  CO/JEFFERSON
 KK1382  USGS QUAD   -  FORT LOGAN (1994)
 KK1382
 KK1382                         *CURRENT SURVEY CONTROL
 KK1382  ___________________________________________________________________
 KK1382* NAD 83(1986)-  39 43 30.     (N)    105 07 31.     (W)     SCALED    
 KK1382* NAVD 88     -      1720.219  (meters)    5643.75   (feet)  ADJUSTED  
 KK1382  ___________________________________________________________________
 KK1382  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 KK1382  DYNAMIC HT  -        1718.521 (meters)    5638.18  (feet)  COMP
 KK1382  MODELED GRAV-     979,578.6   (mgal)                       NAVD 88
 KK1382
 KK1382  VERT ORDER  -  FIRST     CLASS II
 KK1382
 KK1382.The horizontal coordinates were scaled from a topographic map and have
 KK1382.an estimated accuracy of +/- 6 seconds.
 KK1382
 KK1382.The orthometric height was determined by differential leveling
 KK1382.and adjusted by the National Geodetic Survey in June 1991..
 KK1382
 KK1382.The geoid height was determined by GEOID03.
 KK1382
 KK1382.The dynamic height is computed by dividing the NAVD 88
 KK1382.geopotential number by the normal gravity value computed on the
 KK1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1382.degrees latitude (g = 980.6199 gals.).
 KK1382
 KK1382.The modeled gravity was interpolated from observed gravity values.
 KK1382
 KK1382;                    North         East    Units  Estimated Accuracy
 KK1382;SPC CO C     -   514,860.      946,530.      MT  (+/- 180 meters Scaled)
 KK1382
 KK1382                          SUPERSEDED SURVEY CONTROL
 KK1382
 KK1382  NGVD 29 (??/??/??) 1719.272  (m)         5640.64   (f) ADJUSTED    1 2
 KK1382
 KK1382.Superseded values are not recommended for survey control.
 KK1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1382.See file dsdata.txt to determine how the superseded data were derived.
 KK1382
 KK1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD892972(NAD 83)
 KK1382_MARKER: DH = HORIZONTAL CONTROL DISK
 KK1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1382_SP_SET: CONCRETE POST
 KK1382_STAMPING: POINT 1014 1976
 KK1382_MARK LOGO: NGS   
 KK1382_PROJECTION: FLUSH
 KK1382_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1382+STABILITY: SURFACE MOTION
 KK1382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1382+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1992
 KK1382
 KK1382  HISTORY     - Date     Condition        Report By
 KK1382  HISTORY     - 1976     MONUMENTED       CODOT
 KK1382  HISTORY     - 1984     GOOD             NGS
 KK1382  HISTORY     - 1987     GOOD             USPSQD
 KK1382  HISTORY     - 19920609 GOOD             NGS
 KK1382  HISTORY     - 19920609 GOOD             NGS
 KK1382  HISTORY     - 20000310 GOOD             CO1435
 KK1382
 KK1382                          STATION DESCRIPTION
 KK1382
 KK1382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1382'9.6 KM (5.95 MI) WEST FROM DENVER.
 KK1382'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 KK1382'9.6 KM (5.95 MI) WEST ALONG U.S. HIGHWAY 6 (6TH AVENUE) FROM ITS
 KK1382'JUNCTION WITH INTERSTATE HIGHWAY 25 IN DENVER, ON GROUNDS OF THE
 KK1382'DENVER FEDERAL CENTER, 56.7 METERS (186.0 FT) SOUTH OF THE CENTERLINE
 KK1382'OF THE EAST BOUND LANES OF THE HIGHWAY, 12.6 METERS (41.3 FT) EAST OF
 KK1382'THE CENTER OF A PAVED ROAD LEADING SOUTH, AND 1.9 METERS (6.2 FT)
 KK1382'SOUTH OF THE NORTH BOUNDARY FENCE OF THE FEDERAL CENTER.  NOTE--A
 KK1382'CALIBRATION BASE LINE MARK.
 KK1382'THE MARK IS 0.7 METERS  S FROM A WITNESS POST.
 KK1382
 KK1382                          STATION RECOVERY (1987)
 KK1382
 KK1382'RECOVERY NOTE BY US POWER SQUADRON 1987 (LT)
 KK1382'RECOVERED IN GOOD CONDITION.
 KK1382
 KK1382                          STATION RECOVERY (1992)
 KK1382
 KK1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 KK1382'MARK IS A COMPONENT OF THE DENVER CALIBRATION BASE LINE, LOCATED ABOUT
 KK1382'12.9 KM (8.0 MI) WEST OF THE COLORADO STATE CAPITOL BUILDING IN
 KK1382'DENVER, ON THE WEST SIDE OF LAKEWOOD WITHIN THE NORTHEAST CORNER OF
 KK1382'THE DENVER FEDERAL CENTER ALONG THE SOUTH SIDE OF U.S. HIGHWAY 6 IN
 KK1382'SECTION 9 T 4 S R 69 W (FORT LOGAN 7.5 MIN QUAD).
 KK1382'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 6 (WEST 6TH AVENUE) AND
 KK1382'STATE ROUTE 391 (KIPLING STREET), LOCATED IN LAKEWOOD, GO SOUTH ON
 KK1382'KIPLING STREET FOR 0.3 KM (0.2 MI) TO A ROAD RIGHT LEADING TO GATE
 KK1382'NO. 2 OF THE DENVER FEDERAL CENTER.  TURN RIGHT AND GO WEST FOR 0.08
 KK1382'KM (0.05 MI) TO THE GATE.  PROCEED THROUGH THE GATE AND CONTINUE WEST
 KK1382'FOR 0.16 KM (0.10 MI) TO THE INTERSECTION OF FIRST STREET.  TURN
 KK1382'RIGHT AND GO NORTHWEST FOR 0.33 KM (0.21 MI) TO WHERE FIRST STREET
 KK1382'MAKES A 90 DEGREE CURVE TO THE LEFT AND BECOMES NORTH AVENUE.  FOLLOW
 KK1382'THE CURVE AND GO WESTERLY ON NORTH AVENUE FOR 0.8 KM (0.5 MI) TO AN
 KK1382'ABANDONED ROAD RIGHT.  TURN RIGHT AND GO NORTH FOR 0.16 KM (0.10 MI)
 KK1382'TO THE MARK ON THE RIGHT.
 KK1382'MARK IS SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH
 KK1382'WITH GROUND SURFACE.  IT IS 18.0 M (59.1 FT) EAST OF THE EAST RAIL OF
 KK1382'A RAILROAD TRACK, 12.7 M (41.7 FT) EAST OF THE CENTERLINE OF AN
 KK1382'ABANDONED ROAD AND CHAIN LINK FENCE GATE, 1.8 M (5.9 FT) SOUTH OF A
 KK1382'CHAIN LINK FENCE AND 0.6 M (2.0 FT) NORTH OF A METAL WITNESS POST.
 KK1382'FOR MORE INFORMATION CONTACT MR. JOSEPH CONWAY, COLORADO DEPARTMENT OF
 KK1382'TRANSPORTATION, DISTRICT I - CONSTRUCTION, 18500 EAST COLFAX AVENUE,
 KK1382'AURORA, CO 80011.  TELEPHONE (303) 757-9744.  OR CONTACT MR. GARY
 KK1382'PERASSO, U.S. GEOLOGICAL SURVEY, NATIONAL MAPPING DIVISION, BOX 25046
 KK1382'MS-506, BUILDING 25, DENVER FEDERAL CENTER, DENVER, CO 80225.
 KK1382'TELEPHONE (303) 236-5812.  OR CONTACT MR. RICHARD COHEN, NOAA, RC 325
 KK1382'BROADWAY, BOULDER, CO 80303.  TELEPHONE (303) 497-6530.
 KK1382
 KK1382                          STATION RECOVERY (1992)
 KK1382
 KK1382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (CRG)
 KK1382'MARK IS A COMPONENT OF THE DENVER CALIBRATION BASE LINE, LOCATED ABOUT
 KK1382'12.9 KM (8.0 MI) WEST OF THE COLORADO STATE CAPITOL BUILDING IN
 KK1382'DENVER, ON THE WEST SIDE OF LAKEWOOD WITHIN THE NORTHEAST CORNER OF
 KK1382'THE DENVER FEDERAL CENTER ALONG THE SOUTH SIDE OF U.S. HIGHWAY 6 IN
 KK1382'SECTION 9 T 4 S R 69 W (FORT LOGAN 7.5 MIN QUAD). TO REACH FROM THE
 KK1382'JUNCTION OF U.S. HIGHWAY 6 (WEST 6TH AVENUE) AND STATE ROUTE 391
 KK1382'(KIPLING STREET), LOCATED IN LAKEWOOD, GO SOUTH ON KIPLING STREET FOR
 KK1382'0.3 KM (0.2 MI) TO A ROAD RIGHT LEADING TO GATE NO. 2 OF THE DENVER
 KK1382'FEDERAL CENTER.  TURN RIGHT AND GO WEST FOR 0.08 KM (0.05 MI) TO THE
 KK1382'GATE.  PROCEED THROUGH THE GATE AND CONTINUE WEST FOR 0.16 KM (0.10
 KK1382'MI) TO THE INTERSECTION OF FIRST STREET.  TURN RIGHT AND GO NORTHWEST
 KK1382'FOR 0.33 KM (0.21 MI) TO WHERE FIRST STREET MAKES A 90 DEGREE CURVE TO
 KK1382'THE LEFT AND BECOMES NORTH AVENUE.  FOLLOW THE CURVE AND GO WESTERLY
 KK1382'ON NORTH AVENUE FOR 0.8 KM (0.5 MI) TO AN ABANDONED ROAD RIGHT.  TURN
 KK1382'RIGHT AND GO NORTH FOR 0.16 KM (0.10 MI) TO THE MARK ON THE RIGHT.
 KK1382'MARK IS SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH
 KK1382'WITH GROUND SURFACE.  IT IS 18.0 M (59.1 FT) EAST OF THE EAST RAIL OF
 KK1382'A RAILROAD TRACK, 12.7 M (41.7 FT) EAST OF THE CENTERLINE OF AN
 KK1382'ABANDONED ROAD AND CHAIN LINK FENCE GATE, 1.8 M (5.9 FT) SOUTH OF A
 KK1382'CHAIN LINK FENCE AND 0.6 M (2.0 FT) NORTH OF A METAL WITNESS POST. FOR
 KK1382'MORE INFORMATION CONTACT MR. JOSEPH CONWAY, COLORADO DEPARTMENT OF
 KK1382'TRANSPORTATION, DISTRICT I - CONSTRUCTION, 18500 EAST COLFAX AVENUE,
 KK1382'AURORA, CO 80011.  CONTACT MR. GARY PERASSO, U.S. GEOLOGICAL SURVEY,
 KK1382'NATIONAL MAPPING DIVISION, BOX 25046 MS-506, BUILDING 25, DENVER
 KK1382'FEDERAL CENTER, DENVER, CO 80225. CONTACT MR. RICHARD COHEN, NOAA, RC
 KK1382'325 BROADWAY, BOULDER, CO 80303.
 KK1382
 KK1382                          STATION RECOVERY (2000)
 KK1382
 KK1382'RECOVERY NOTE BY CITY OF LAKEWOOD COLORADO 2000 (KM)
 KK1382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1385 ***********************************************************************
 KK1385  DESIGNATION -  DENVER CBL 150
 KK1385  PID         -  KK1385
 KK1385  STATE/COUNTY-  CO/JEFFERSON
 KK1385  USGS QUAD   -  FORT LOGAN (1994)
 KK1385
 KK1385                         *CURRENT SURVEY CONTROL
 KK1385  ___________________________________________________________________
 KK1385* NAD 83(1986)-  39 43 30.     (N)    105 06 55.     (W)     SCALED    
 KK1385* NAVD 88     -      1700.387  (meters)    5578.69   (feet)  ADJUSTED  
 KK1385  ___________________________________________________________________
 KK1385  GEOID HEIGHT-         -16.35  (meters)                     GEOID03
 KK1385  DYNAMIC HT  -        1698.714 (meters)    5573.20  (feet)  COMP
 KK1385  MODELED GRAV-     979,583.1   (mgal)                       NAVD 88
 KK1385
 KK1385  VERT ORDER  -  FIRST     CLASS II
 KK1385
 KK1385.The horizontal coordinates were scaled from a topographic map and have
 KK1385.an estimated accuracy of +/- 6 seconds.
 KK1385
 KK1385.The orthometric height was determined by differential leveling
 KK1385.and adjusted by the National Geodetic Survey in June 1991..
 KK1385
 KK1385.The geoid height was determined by GEOID03.
 KK1385
 KK1385.The dynamic height is computed by dividing the NAVD 88
 KK1385.geopotential number by the normal gravity value computed on the
 KK1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1385.degrees latitude (g = 980.6199 gals.).
 KK1385
 KK1385.The modeled gravity was interpolated from observed gravity values.
 KK1385
 KK1385;                    North         East    Units  Estimated Accuracy
 KK1385;SPC CO C     -   514,870.      947,390.      MT  (+/- 180 meters Scaled)
 KK1385
 KK1385                          SUPERSEDED SURVEY CONTROL
 KK1385
 KK1385  NGVD 29 (??/??/??) 1699.445  (m)         5575.60   (f) ADJUSTED    1 2
 KK1385
 KK1385.Superseded values are not recommended for survey control.
 KK1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1385.See file dsdata.txt to determine how the superseded data were derived.
 KK1385
 KK1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD901972(NAD 83)
 KK1385_MARKER: DH = HORIZONTAL CONTROL DISK
 KK1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1385_SP_SET: CONCRETE POST
 KK1385_STAMPING: POINT 150 1976
 KK1385_MARK LOGO: NGS   
 KK1385_PROJECTION: FLUSH
 KK1385_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1385+STABILITY: SURFACE MOTION
 KK1385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK1385+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1992
 KK1385
 KK1385  HISTORY     - Date     Condition        Report By
 KK1385  HISTORY     - 1976     MONUMENTED       CODOT
 KK1385  HISTORY     - 1984     GOOD             NGS
 KK1385  HISTORY     - 1987     GOOD             USPSQD
 KK1385  HISTORY     - 19920609 GOOD             NGS
 KK1385  HISTORY     - 19920609 GOOD             NGS
 KK1385  HISTORY     - 20000629 GOOD             CO1435
 KK1385
 KK1385                          STATION DESCRIPTION
 KK1385
 KK1385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1385'8.8 KM (5.45 MI) WEST FROM DENVER.
 KK1385'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 KK1385'8.8 KM (5.45 MI) WEST ALONG U.S. HIGHWAY 6 (6TH AVENUE) FROM ITS
 KK1385'JUNCTION WITH INTERSTATE HIGHWAY 25 IN DENVER, ON GROUNDS OF THE
 KK1385'DENVER FEDERAL CENTER, 57.9 METERS (190.0 FT) SOUTH OF THE CENTERLINE
 KK1385'OF THE EAST BOUND LANES OF THE HIGHWAY, 41.8 METERS (137.1 FT) EAST OF
 KK1385'A FENCE, AND 2.7 METERS (8.9 FT) SOUTH OF THE NORTH BOUNDARY FENCE OF
 KK1385'THE FEDERAL CENTER.  NOTE--A CALIBRATION BASE LINE MARK.
 KK1385'THE MARK IS 2.6 METERS  S FROM A WITNESS POST.
 KK1385
 KK1385                          STATION RECOVERY (1987)
 KK1385
 KK1385'RECOVERY NOTE BY US POWER SQUADRON 1987 (LT)
 KK1385'RECOVERED IN GOOD CONDITION.
 KK1385
 KK1385                          STATION RECOVERY (1992)
 KK1385
 KK1385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 KK1385'MARK IS A COMPONENT OF THE DENVER CALIBRATION BASE LINE, LOCATED ABOUT
 KK1385'12.9 KM (8.0 MI) WEST OF THE COLORADO STATE CAPITOL BUILDING IN
 KK1385'DENVER, ON THE WEST SIDE OF LAKEWOOD WITHIN THE NORTHEAST CORNER OF
 KK1385'THE DENVER FEDERAL CENTER ALONG THE SOUTH SIDE OF U.S. HIGHWAY 6 IN
 KK1385'SECTION 9 T 4 S R 69 W (FORT LOGAN 7.5 MIN QUAD).
 KK1385'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 6 (WEST 6TH AVENUE) AND
 KK1385'STATE ROUTE 391 (KIPLING STREET), LOCATED IN LAKEWOOD, GO SOUTH ON
 KK1385'KIPLING STREET FOR 0.3 KM (0.2 MI) TO A ROAD RIGHT LEADING TO GATE
 KK1385'NO. 2 OF THE DENVER FEDERAL CENTER.  TURN RIGHT AND GO WEST FOR 0.08
 KK1385'KM (0.05 MI) TO THE GATE.  PROCEED THROUGH THE GATE AND CONTINUE WEST
 KK1385'FOR 0.16 KM (0.10 MI) TO THE INTERSECTION OF FIRST STREET.  TURN
 KK1385'RIGHT AND GO NORTHWEST FOR 0.33 KM (0.21 MI) TO WHERE FIRST STREET
 KK1385'MAKES A 90 DEGREE CURVE TO THE LEFT AND BECOMES NORTH AVENUE.  BEAR
 KK1385'SLIGHTLY TO THE RIGHT ONTO A GRAVEL ROAD AND PARK.  WALK THROUGH A
 KK1385'GATE IN THE NORTH-SOUTH RUNNING CHAIN LINK FENCE AND CONTINUE
 KK1385'APPROXIMATELY 40 M (131.2 FT) EAST ALONG THE FENCE LINE TO THE MARK.
 KK1385'MARK IS SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH
 KK1385'WITH GROUND SURFACE.  IT IS 2.6 M (8.5 FT) SOUTH OF A CHAIN LINK
 KK1385'FENCE AND 2.6 M (8.5 FT) SOUTH OF A FIBERGLASS WITNESS POST.
 KK1385'FOR MORE INFORMATION CONTACT MR. JOSEPH CONWAY, COLORADO DEPARTMENT OF
 KK1385'TRANSPORTATION, DISTRICT I - CONSTRUCTION, 18500 EAST COLFAX AVENUE,
 KK1385'AURORA, CO 80011.  TELEPHONE (303) 757-9744.  OR CONTACT MR. GARY
 KK1385'PERASSO, U.S. GEOLOGICAL SURVEY, NATIONAL MAPPING DIVISION, BOX 25046
 KK1385'MS-506, BUILDING 25, DENVER FEDERAL CENTER, DENVER, CO 80225.
 KK1385'TELEPHONE (303) 236-5812.  OR CONTACT MR. RICHARD COHEN, NOAA, RC 325
 KK1385'BROADWAY, BOULDER, CO 80303.  TELEPHONE (303) 497-6530.
 KK1385
 KK1385                          STATION RECOVERY (1992)
 KK1385
 KK1385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (CRG)
 KK1385'MARK IS A COMPONENT OF THE DENVER CALIBRATION BASE LINE, LOCATED ABOUT
 KK1385'12.9 KM (8.0 MI) WEST OF THE COLORADO STATE CAPITOL BUILDING IN
 KK1385'DENVER, ON THE WEST SIDE OF LAKEWOOD WITHIN THE NORTHEAST CORNER OF
 KK1385'THE DENVER FEDERAL CENTER ALONG THE SOUTH SIDE OF U.S. HIGHWAY 6 IN
 KK1385'SECTION 9 T 4 S R 69 W (FORT LOGAN 7.5 MIN QUAD). TO REACH FROM THE
 KK1385'JUNCTION OF U.S. HIGHWAY 6 (WEST 6TH AVENUE) AND STATE ROUTE 391
 KK1385'(KIPLING STREET), LOCATED IN LAKEWOOD, GO SOUTH ON KIPLING STREET FOR
 KK1385'0.3 KM (0.2 MI) TO A ROAD RIGHT LEADING TO GATE NO. 2 OF THE DENVER
 KK1385'FEDERAL CENTER.  TURN RIGHT AND GO WEST FOR 0.08 KM (0.05 MI) TO THE
 KK1385'GATE.  PROCEED THROUGH THE GATE AND CONTINUE WEST FOR 0.16 KM (0.10
 KK1385'MI) TO THE INTERSECTION OF FIRST STREET.  TURN RIGHT AND GO NORTHWEST
 KK1385'FOR 0.33 KM (0.21 MI) TO WHERE FIRST STREET MAKES A 90 DEGREE CURVE TO
 KK1385'THE LEFT AND BECOMES NORTH AVENUE.  BEAR SLIGHTLY TO THE RIGHT ONTO A
 KK1385'GRAVEL ROAD AND PARK.  WALK THROUGH A GATE IN THE NORTH-SOUTH RUNNING
 KK1385'CHAIN LINK FENCE AND CONTINUE APPROXIMATELY 40 M (131.2 FT) EAST ALONG
 KK1385'THE FENCE LINE TO THE MARK. MARK IS SET IN THE TOP OF A 30 CM (12 IN)
 KK1385'DIAMETER CONCRETE POST FLUSH WITH GROUND SURFACE.  IT IS 2.6 M (8.5
 KK1385'FT) SOUTH OF A CHAIN LINK FENCE AND 2.6 M (8.5 FT) SOUTH OF A
 KK1385'FIBERGLASS WITNESS POST. FOR MORE INFORMATION CONTACT MR. JOSEPH
 KK1385'CONWAY, COLORADO DEPARTMENT OF TRANSPORTATION, DISTRICT I -
 KK1385'CONSTRUCTION, 18500 EAST COLFAX AVENUE, AURORA, CO 80011.  CONTACT MR.
 KK1385'GARY PERASSO, U.S. GEOLOGICAL SURVEY, NATIONAL MAPPING DIVISION, BOX
 KK1385'25046 MS-506, BUILDING 25, DENVER FEDERAL CENTER, DENVER, CO 80225.
 KK1385'CONTACT MR. RICHARD COHEN, NOAA, RC 325 BROADWAY, BOULDER, CO 80303.
 KK1385
 KK1385                          STATION RECOVERY (2000)
 KK1385
 KK1385'RECOVERY NOTE BY CITY OF LAKEWOOD COLORADO 2000 (KM)
 KK1385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1383 ***********************************************************************
 KK1383  DESIGNATION -  DENVER CBL 500
 KK1383  PID         -  KK1383
 KK1383  STATE/COUNTY-  CO/JEFFERSON
 KK1383  USGS QUAD   -  FORT LOGAN (1994)
 KK1383
 KK1383                         *CURRENT SURVEY CONTROL
 KK1383  ___________________________________________________________________
 KK1383* NAD 83(1986)-  39 43 30.     (N)    105 07 10.     (W)     SCALED    
 KK1383* NAVD 88     -      1705.977  (meters)    5597.03   (feet)  ADJUSTED  
 KK1383  ___________________________________________________________________
 KK1383  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 KK1383  DYNAMIC HT  -        1704.296 (meters)    5591.51  (feet)  COMP
 KK1383  MODELED GRAV-     979,581.4   (mgal)                       NAVD 88
 KK1383
 KK1383  VERT ORDER  -  FIRST     CLASS II
 KK1383
 KK1383.The horizontal coordinates were scaled from a topographic map and have
 KK1383.an estimated accuracy of +/- 6 seconds.
 KK1383
 KK1383.The orthometric height was determined by differential leveling
 KK1383.and adjusted by the National Geodetic Survey in June 1991..
 KK1383
 KK1383.The geoid height was determined by GEOID03.
 KK1383
 KK1383.The dynamic height is computed by dividing the NAVD 88
 KK1383.geopotential number by the normal gravity value computed on the
 KK1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1383.degrees latitude (g = 980.6199 gals.).
 KK1383
 KK1383.The modeled gravity was interpolated from observed gravity values.
 KK1383
 KK1383;                    North         East    Units  Estimated Accuracy
 KK1383;SPC CO C     -   514,870.      947,030.      MT  (+/- 180 meters Scaled)
 KK1383
 KK1383                          SUPERSEDED SURVEY CONTROL
 KK1383
 KK1383  NGVD 29 (??/??/??) 1705.033  (m)         5593.93   (f) ADJUSTED    1 2
 KK1383
 KK1383.Superseded values are not recommended for survey control.
 KK1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1383.See file dsdata.txt to determine how the superseded data were derived.
 KK1383
 KK1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD897972(NAD 83)
 KK1383_MARKER: DH = HORIZONTAL CONTROL DISK
 KK1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1383_SP_SET: CONCRETE POST
 KK1383_STAMPING: POINT 500 1976
 KK1383_MARK LOGO: NGS   
 KK1383_PROJECTION: FLUSH
 KK1383_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1383+STABILITY: SURFACE MOTION
 KK1383_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK1383+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1992
 KK1383
 KK1383  HISTORY     - Date     Condition        Report By
 KK1383  HISTORY     - 1976     MONUMENTED       CODOT
 KK1383  HISTORY     - 1984     GOOD             NGS
 KK1383  HISTORY     - 1987     GOOD             USPSQD
 KK1383  HISTORY     - 19920609 GOOD             NGS
 KK1383  HISTORY     - 19920609 GOOD             NGS
 KK1383  HISTORY     - 20000310 GOOD             CO1435
 KK1383
 KK1383                          STATION DESCRIPTION
 KK1383
 KK1383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1383'9.1 KM (5.65 MI) WEST FROM DENVER.
 KK1383'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 KK1383'9.1 KM (5.65 MI) WEST ALONG U.S. HIGHWAY 6 (6TH AVENUE) FROM ITS
 KK1383'JUNCTION WITH INTERSTATE HIGHWAY 25 IN DENVER, ON GROUNDS OF THE
 KK1383'DENVER FEDERAL CENTER, 57.0 METERS (187.0 FT) SOUTH OF THE CENTERLINE
 KK1383'OF THE EAST BOUND LANES OF THE HIGHWAY, 12.6 METERS (41.3 FT) NORTH OF
 KK1383'A 36-INCH ELM TREE, AND 2.4 METERS (7.9 FT) SOUTH OF THE NORTH
 KK1383'BOUNDARY FENCE OF THE FEDERAL CENTER.  NOTE-- A CALIBRATION BASE LINE
 KK1383'MARK.
 KK1383'THE MARK IS 2.1 METERS  S FROM A WITNESS POST.
 KK1383
 KK1383                          STATION RECOVERY (1987)
 KK1383
 KK1383'RECOVERY NOTE BY US POWER SQUADRON 1987 (LT)
 KK1383'RECOVERED IN GOOD CONDITION.
 KK1383
 KK1383                          STATION RECOVERY (1992)
 KK1383
 KK1383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 KK1383'MARK IS A COMPONENT OF THE DENVER CALIBRATION BASE LINE, LOCATED ABOUT
 KK1383'12.9 KM (8.0 MI) WEST OF THE COLORADO STATE CAPITOL BUILDING IN
 KK1383'DENVER, ON THE WEST SIDE OF LAKEWOOD WITHIN THE NORTHEAST CORNER OF
 KK1383'THE DENVER FEDERAL CENTER ALONG THE SOUTH SIDE OF U.S. HIGHWAY 6 IN
 KK1383'SECTION 9 T 4 S R 69 W (FORT LOGAN 7.5 MIN QUAD).
 KK1383'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 6 (WEST 6TH AVENUE) AND
 KK1383'STATE ROUTE 391 (KIPLING STREET), LOCATED IN LAKEWOOD, GO SOUTH ON
 KK1383'KIPLING STREET FOR 0.3 KM (0.2 MI) TO A ROAD RIGHT LEADING TO GATE
 KK1383'NO. 2 OF THE DENVER FEDERAL CENTER.  TURN RIGHT AND GO WEST FOR 0.08
 KK1383'KM (0.05 MI) TO THE GATE.  PROCEED THROUGH THE GATE AND CONTINUE WEST
 KK1383'FOR 0.16 KM (0.10 MI) TO THE INTERSECTION OF FIRST STREET.  TURN
 KK1383'RIGHT AND GO NORTHWEST FOR 0.33 KM (0.21 MI) TO WHERE FIRST STREET
 KK1383'MAKES A 90 DEGREE CURVE TO THE LEFT AND BECOMES NORTH AVENUE.  FOLLOW
 KK1383'THE CURVE AND GO WESTERLY ON NORTH AVENUE FOR 0.28 KM (0.17 MI) TO A
 KK1383'TRACK ROAD RIGHT, JUST BEFORE THE INTERSECTION OF THIRD STREET ON THE
 KK1383'LEFT.  TURN RIGHT AND GO NORTH ON THE TRACK ROAD FOR 0.1 KM (0.1 MI)
 KK1383'TO THE MARK.
 KK1383'MARK IS SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH
 KK1383'WITH GROUND SURFACE.  IT IS 2.4 M (7.9 FT) SOUTH OF A CHAIN LINK
 KK1383'FENCE AND 2.1 M (6.9 FT) SOUTH OF A METAL WITNESS POST.
 KK1383'FOR MORE INFORMATION CONTACT MR. JOSEPH CONWAY, COLORADO DEPARTMENT OF
 KK1383'TRANSPORTATION, DISTRICT I - CONSTRUCTION, 18500 EAST COLFAX AVENUE,
 KK1383'AURORA, CO 80011.  TELEPHONE (303) 757-9744.  OR CONTACT MR. GARY
 KK1383'PERASSO, U.S. GEOLOGICAL SURVEY, NATIONAL MAPPING DIVISION, BOX 25046
 KK1383'MS-506, BUILDING 25, DENVER FEDERAL CENTER, DENVER, CO 80225.
 KK1383'TELEPHONE (303) 236-5812.  OR CONTACT MR. RICHARD COHEN, NOAA, RC 325
 KK1383'BROADWAY, BOULDER, CO 80303.  TELEPHONE (303) 497-6530.
 KK1383
 KK1383                          STATION RECOVERY (1992)
 KK1383
 KK1383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (CRG)
 KK1383'MARK IS A COMPONENT OF THE DENVER CALIBRATION BASE LINE, LOCATED ABOUT
 KK1383'12.9 KM (8.0 MI) WEST OF THE COLORADO STATE CAPITOL BUILDING IN
 KK1383'DENVER, ON THE WEST SIDE OF LAKEWOOD WITHIN THE NORTHEAST CORNER OF
 KK1383'THE DENVER FEDERAL CENTER ALONG THE SOUTH SIDE OF U.S. HIGHWAY 6 IN
 KK1383'SECTION 9 T 4 S R 69 W (FORT LOGAN 7.5 MIN QUAD). TO REACH FROM THE
 KK1383'JUNCTION OF U.S. HIGHWAY 6 (WEST 6TH AVENUE) AND STATE ROUTE 391
 KK1383'(KIPLING STREET), LOCATED IN LAKEWOOD, GO SOUTH ON KIPLING STREET FOR
 KK1383'0.3 KM (0.2 MI) TO A ROAD RIGHT LEADING TO GATE NO. 2 OF THE DENVER
 KK1383'FEDERAL CENTER.  TURN RIGHT AND GO WEST FOR 0.08 KM (0.05 MI) TO THE
 KK1383'GATE.  PROCEED THROUGH THE GATE AND CONTINUE WEST FOR 0.16 KM (0.10
 KK1383'MI) TO THE INTERSECTION OF FIRST STREET.  TURN RIGHT AND GO NORTHWEST
 KK1383'FOR 0.33 KM (0.21 MI) TO WHERE FIRST STREET MAKES A 90 DEGREE CURVE TO
 KK1383'THE LEFT AND BECOMES NORTH AVENUE.  FOLLOW THE CURVE AND GO WESTERLY
 KK1383'ON NORTH AVENUE FOR 0.28 KM (0.17 MI) TO A TRACK ROAD RIGHT, JUST
 KK1383'BEFORE THE INTERSECTION OF THIRD STREET ON THE LEFT.  TURN RIGHT AND
 KK1383'GO NORTH ON THE TRACK ROAD FOR 0.1 KM (0.1 MI) TO THE MARK. MARK IS
 KK1383'SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH WITH
 KK1383'GROUND SURFACE.  IT IS 2.4 M (7.9 FT) SOUTH OF A CHAIN LINK FENCE AND
 KK1383'2.1 M (6.9 FT) SOUTH OF A METAL WITNESS POST. FOR MORE INFORMATION
 KK1383'CONTACT MR. JOSEPH CONWAY, COLORADO DEPARTMENT OF TRANSPORTATION,
 KK1383'DISTRICT I - CONSTRUCTION, 18500 EAST COLFAX AVENUE, AURORA, CO 80011.
 KK1383'CONTACT MR. GARY PERASSO, U.S. GEOLOGICAL SURVEY, NATIONAL MAPPING
 KK1383'DIVISION, BOX 25046 MS-506, BUILDING 25, DENVER FEDERAL CENTER,
 KK1383'DENVER, CO 80225. CONTACT MR. RICHARD COHEN, NOAA, RC 325 BROADWAY,
 KK1383'BOULDER, CO 80303.
 KK1383
 KK1383                          STATION RECOVERY (2000)
 KK1383
 KK1383'RECOVERY NOTE BY CITY OF LAKEWOOD COLORADO 2000 (KM)
 KK1383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1708 ***********************************************************************
 KK1708  DESIGNATION -  DENVER COUNTY COURTHOUSE DOME
 KK1708  PID         -  KK1708
 KK1708  STATE/COUNTY-  CO/DENVER
 KK1708  USGS QUAD   -  ENGLEWOOD (1997)
 KK1708
 KK1708                         *CURRENT SURVEY CONTROL
 KK1708  ___________________________________________________________________
 KK1708* NAD 83(1992)-  39 44 32.54504(N)    104 59 23.10931(W)     ADJUSTED  
 KK1708* NAVD 88     -                                                        
 KK1708  ___________________________________________________________________
 KK1708  LAPLACE CORR-          -8.54  (seconds)                    DEFLEC99
 KK1708  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 KK1708
 KK1708  HORZ ORDER  -  THIRD
 KK1708
 KK1708.The horizontal coordinates were established by classical geodetic methods
 KK1708.and adjusted by the National Geodetic Survey in January 1993..
 KK1708
 KK1708
 KK1708.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1708
 KK1708.The geoid height was determined by GEOID03.
 KK1708
 KK1708;                    North         East     Units Scale Factor Converg.
 KK1708;SPC CO C     -   516,848.064   958,136.833   MT  0.99999850   +0 19 18.5
 KK1708;SPC CO C     - 1,695,692.36  3,143,487.26   sFT  0.99999850   +0 19 18.5
 KK1708;SPC CO N     -   350,342.074   958,136.710   MT  0.99999595   +0 19 46.9
 KK1708;SPC CO N     - 1,149,413.95  3,143,486.86   sFT  0.99999595   +0 19 46.9
 KK1708;UTM  13      - 4,399,163.898   500,877.995   MT  0.99960001   +0 00 23.6
 KK1708
 KK1708                          SUPERSEDED SURVEY CONTROL
 KK1708
 KK1708  NAD 83(1986)-  39 44 32.54307(N)    104 59 23.09833(W) AD(       ) 4
 KK1708  NAD 27      -  39 44 32.59000(N)    104 59 21.16400(W) AD(       ) 3
 KK1708
 KK1708.Superseded values are not recommended for survey control.
 KK1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1708.See file dsdata.txt to determine how the superseded data were derived.
 KK1708
 KK1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED0087899164(NAD 83)
 KK1708_MARKER: 87 = DOME
 KK1708
 KK1708  HISTORY     - Date     Condition        Report By
 KK1708  HISTORY     - 1895     FIRST OBSERVED   CGS
 KK1708  HISTORY     - 1939     SEE DESCRIPTION  CGS
 KK1708
 KK1708                          STATION DESCRIPTION
 KK1708
 KK1708'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (LAM)
 KK1708'THIS INTERSECTION STATION WAS APEX OF DOME OF DENVER COUNTY
 KK1708'COURTHOUSE, PROMINENT BUILDING WHICH STOOD WITHIN THE SQUARE
 KK1708'BOUNDED BY TREMONT AND COURT PLACES AND FIFTEENTH AND SIXTEENTH
 KK1708'STREETS, DENVER.  BUILDING DEMOLISHED IN DECEMBER 1933, AND
 KK1708'SITE IS NOW KNOWN AS OLD COURTHOUSE SQUARE, LANDSCAPED AS PARK.
 KK1708'POSITION LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1706 ***********************************************************************
 KK1706  DESIGNATION -  DENVER DANIELS AND FISHERS TWR
 KK1706  PID         -  KK1706
 KK1706  STATE/COUNTY-  CO/DENVER
 KK1706  USGS QUAD   -  ENGLEWOOD (1997)
 KK1706
 KK1706                         *CURRENT SURVEY CONTROL
 KK1706  ___________________________________________________________________
 KK1706* NAD 83(1992)-  39 44 53.15339(N)    104 59 44.44749(W)     ADJUSTED  
 KK1706* NAVD 88     -                                                        
 KK1706  ___________________________________________________________________
 KK1706  LAPLACE CORR-          -8.88  (seconds)                    DEFLEC99
 KK1706  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 KK1706
 KK1706  HORZ ORDER  -  THIRD
 KK1706
 KK1706.The horizontal coordinates were established by classical geodetic methods
 KK1706.and adjusted by the National Geodetic Survey in January 1993..
 KK1706
 KK1706
 KK1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1706
 KK1706.The geoid height was determined by GEOID03.
 KK1706
 KK1706;                    North         East     Units Scale Factor Converg.
 KK1706;SPC CO C     -   517,480.812   957,625.263   MT  0.99999962   +0 19 05.1
 KK1706;SPC CO C     - 1,697,768.30  3,141,808.88   sFT  0.99999962   +0 19 05.1
 KK1706;SPC CO N     -   350,974.749   957,625.056   MT  0.99999508   +0 19 33.1
 KK1706;SPC CO N     - 1,151,489.66  3,141,808.20   sFT  0.99999508   +0 19 33.1
 KK1706;UTM  13      - 4,399,799.197   500,370.117   MT  0.99960000   +0 00 09.9
 KK1706
 KK1706                          SUPERSEDED SURVEY CONTROL
 KK1706
 KK1706  NAD 83(1986)-  39 44 53.15024(N)    104 59 44.43838(W) AD(       ) 4
 KK1706  NAD 27      -  39 44 53.19600(N)    104 59 42.50600(W) AD(       ) 3
 KK1706
 KK1706.Superseded values are not recommended for survey control.
 KK1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1706.See file dsdata.txt to determine how the superseded data were derived.
 KK1706
 KK1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED0037099799(NAD 83)
 KK1706_MARKER: 55 = TOWER
 KK1706
 KK1706  HISTORY     - Date     Condition        Report By
 KK1706  HISTORY     - 1912     FIRST OBSERVED   CGS
 KK1706  HISTORY     - 1942     GOOD             CGS
 KK1706  HISTORY     - 1958     GOOD             CGS
 KK1706  HISTORY     - 1964     GOOD             CGS
 KK1706
 KK1706                          STATION DESCRIPTION
 KK1706
 KK1706'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (LAM)
 KK1706'THIS INTERSECTION STATION IS FLAGPOLE ON APEX OF DANIEL AND
 KK1706'FISHER STORES COMPANY BUILDING, ON NORTHWARD CORNER OF SIXTEENTH
 KK1706'AND ARAPAHOE STREETS, DENVER.  BUILDING IS ONE OF MOST PROMINENT
 KK1706'LANDMARKS IN DENVER AND IS SITUATED AT 1601 ARAPAHOE STREET.
 KK1706'IT HAS PROMINENT TOWER, SURMOUNTED WITH FLAGPOLE.  TOP OF DOME
 KK1706'OF TOWER IS ABOUT 330 FEET ABOVE GROUND LINE AND TOP OF
 KK1706'FLAGPOLE IS ABOUT 375 FEET ABOVE GROUND LINE.
 KK1706'
 KK1706'VERY PROMINENT POSITION, PERMANENT.
 KK1706'
 KK1706'NOTE NAME OF FIRM, NOT FISHERS.
 KK1706
 KK1706                          STATION RECOVERY (1958)
 KK1706
 KK1706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WTJ)
 KK1706'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KK1706'
 KK1706'THE BUILDING IS NO LONGER OCCUPIED BY DANIEL AND FISHER STORES
 KK1706'COMPANY BUT THERE ARE NO PLANS TO ALTER OR DESTROY THE TOWER.
 KK1706
 KK1706                          STATION RECOVERY (1964)
 KK1706
 KK1706'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWB)
 KK1706'THE STATION WAS RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA9186 ***********************************************************************
 AA9186  DESIGNATION -  DENVER DENC L 1 PHS CTR
 AA9186  PID         -  AA9186
 AA9186  STATE/COUNTY-  CO/ARAPAHOE
 AA9186  USGS QUAD   -  MONTBELLO (1994)
 AA9186
 AA9186                         *CURRENT SURVEY CONTROL
 AA9186  ___________________________________________________________________
 AA9186* NAD 83(1992)-  39 46 01.81896(N)    104 52 11.17055(W)     ADJUSTED  
 AA9186* NAVD 88     -      1613.8    (meters)    5295.     (feet)  GPS OBS   
 AA9186  ___________________________________________________________________
 AA9186  EPOCH DATE  -        1995.00
 AA9186  X           -  -1,260,149.671 (meters)                     COMP
 AA9186  Y           -  -4,746,066.685 (meters)                     COMP
 AA9186  Z           -   4,059,170.012 (meters)                     COMP
 AA9186  LAPLACE CORR-          -5.48  (seconds)                    DEFLEC99
 AA9186  ELLIP HEIGHT-        1596.94  (meters)          (09/29/95) GPS OBS
 AA9186  GEOID HEIGHT-         -17.53  (meters)                     GEOID03
 AA9186
 AA9186  HORZ ORDER  -  A
 AA9186  ELLP ORDER  -  FIRST     CLASS I
 AA9186
 AA9186.The horizontal coordinates were established by GPS observations
 AA9186.and adjusted by the National Geodetic Survey in September 1995..
 AA9186.The horizontal coordinates are valid at the epoch date displayed above.
 AA9186.The epoch date for horizontal control is a decimal equivalence
 AA9186.of Year/Month/Day.
 AA9186
 AA9186.The orthometric height was determined by GPS observations and a
 AA9186.high-resolution geoid model.
 AA9186
 AA9186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9186
 AA9186.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9186
 AA9186.The ellipsoidal height was determined by GPS observations
 AA9186.and is referenced to NAD 83.
 AA9186
 AA9186.The geoid height was determined by GEOID03.
 AA9186
 AA9186;                    North         East     Units Scale Factor Converg.
 AA9186;SPC CO C     -   519,665.909   968,401.724   MT  1.00000344   +0 23 50.9
 AA9186;SPC CO C     - 1,704,937.24  3,177,164.66   sFT  1.00000344   +0 23 50.9
 AA9186;UTM  13      - 4,401,924.210   511,154.093   MT  0.99960153   +0 04 59.9
 AA9186
 AA9186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9186!SPC CO C     -   0.99974953  x   1.00000344  =   0.99975297
 AA9186!UTM  13      -   0.99974953  x   0.99960153  =   0.99935116
 AA9186
 AA9186                          SUPERSEDED SURVEY CONTROL
 AA9186
 AA9186.No superseded survey control is available for this station.
 AA9186
 AA9186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE1115401924(NAD 83)
 AA9186_MARKER: Z = SEE DESCRIPTION
 AA9186_SETTING: 0 = UNSPECIFIED SETTING
 AA9186_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA9186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9186+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA9186
 AA9186  HISTORY     - Date     Condition        Report By
 AA9186  HISTORY     - 1995     MONUMENTED       NGS
 AA9186
 AA9186                          STATION DESCRIPTION
 AA9186
 AA9186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995
 AA9186'THIS CORS STATION IS LOCATED AT THE DENVER, CO FSL SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1736 ***********************************************************************
 KK1736  DESIGNATION -  DENVER GRANT SMELTER CHIMNEY
 KK1736  PID         -  KK1736
 KK1736  STATE/COUNTY-  CO/DENVER
 KK1736  USGS QUAD   -  COMMERCE CITY (1994)
 KK1736
 KK1736                         *CURRENT SURVEY CONTROL
 KK1736  ___________________________________________________________________
 KK1736* NAD 83(1992)-  39 46 35.50319(N)    104 58 24.49986(W)     ADJUSTED  
 KK1736* NAVD 88     -                                                        
 KK1736  ___________________________________________________________________
 KK1736  LAPLACE CORR-          -7.99  (seconds)                    DEFLEC99
 KK1736  GEOID HEIGHT-         -17.19  (meters)                     GEOID03
 KK1736
 KK1736  HORZ ORDER  -  THIRD
 KK1736
 KK1736.The horizontal coordinates were established by classical geodetic methods
 KK1736.and adjusted by the National Geodetic Survey in January 1993..
 KK1736
 KK1736
 KK1736.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1736
 KK1736.The geoid height was determined by GEOID03.
 KK1736
 KK1736;                    North         East     Units Scale Factor Converg.
 KK1736;SPC CO C     -   520,648.205   959,510.286   MT  1.00000536   +0 19 55.5
 KK1736;SPC CO C     - 1,708,159.99  3,147,993.33   sFT  1.00000536   +0 19 55.5
 KK1736;SPC CO N     -   354,142.374   959,509.620   MT  0.99999088   +0 20 24.7
 KK1736;SPC CO N     - 1,161,882.11  3,147,991.14   sFT  0.99999088   +0 20 24.7
 KK1736;UTM  13      - 4,402,954.902   502,271.771   MT  0.99960006   +0 01 01.1
 KK1736
 KK1736                          SUPERSEDED SURVEY CONTROL
 KK1736
 KK1736  NAD 83(1986)-  39 46 35.49979(N)    104 58 24.49161(W) AD(       ) 4
 KK1736  NAD 27      -  39 46 35.54600(N)    104 58 22.56300(W) AD(       ) 3
 KK1736
 KK1736.Superseded values are not recommended for survey control.
 KK1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1736.See file dsdata.txt to determine how the superseded data were derived.
 KK1736
 KK1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE0227202955(NAD 83)
 KK1736_MARKER: 85 = CHIMNEY
 KK1736
 KK1736  HISTORY     - Date     Condition        Report By
 KK1736  HISTORY     - 1912     FIRST OBSERVED   CGS
 KK1736  HISTORY     - 1942     GOOD             CGS
 KK1736  HISTORY     - 1953     GOOD             CGS
 KK1736
 KK1736                          STATION DESCRIPTION
 KK1736
 KK1736'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (LAM)
 KK1736'THIS INTERSECTION STATION IS CENTEROF TALL RED BRICK STACK AT
 KK1736'SITE OF GRANT SMELTER, IN NORTH PART OF DENVER.  SMELTER BUILDINGS
 KK1736'DEMOLISHED SOME YEARS AGO, BUT STACK REMAINS AND IS PROMINENT
 KK1736'LANDMARK.  STACK IS NEAR STOCKYARDS STADIUM, NORTH OF BRIGHTON
 KK1736'BOULEVARD, ABOUT ON LINE WITH DOWNING STREET PRODUCED NORTHWARD,
 KK1736'AND SOUTH OF EAST FORTY-SIXTH AVENUE.  STACK HAS BRICK COLLAR
 KK1736'AT TOP AND DATE 1892 IN WHITE BRICKWORK.
 KK1736'
 KK1736'THIS IS GOOD STATION, BUT LIFE PROBABLY LIMITED, AS IT WILL
 KK1736'DOUBTLESS BE DEMOLISHED SOMEDAY.
 KK1736
 KK1736                          STATION RECOVERY (1953)
 KK1736
 KK1736'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 KK1736'STATION REPORTED LOST BY L.W. QUIMBY 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1807 ***********************************************************************
 KK1807  DESIGNATION -  DENVER LORETTA HEIGHTS SCHOOL
 KK1807  PID         -  KK1807
 KK1807  STATE/COUNTY-  CO/DENVER
 KK1807  USGS QUAD   -  FORT LOGAN (1994)
 KK1807
 KK1807                         *CURRENT SURVEY CONTROL
 KK1807  ___________________________________________________________________
 KK1807* NAD 83(1992)-  39 39 41.47805(N)    105 01 39.59391(W)     ADJUSTED  
 KK1807* NAVD 88     -                                                        
 KK1807  ___________________________________________________________________
 KK1807  LAPLACE CORR-         -10.54  (seconds)                    DEFLEC99
 KK1807  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 KK1807
 KK1807  HORZ ORDER  -  THIRD
 KK1807
 KK1807.The horizontal coordinates were established by classical geodetic methods
 KK1807.and adjusted by the National Geodetic Survey in January 1993..
 KK1807
 KK1807
 KK1807.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1807
 KK1807.The geoid height was determined by GEOID03.
 KK1807
 KK1807;                    North         East     Units Scale Factor Converg.
 KK1807;SPC CO C     -   507,853.791   954,933.939   MT  0.99998369   +0 17 52.4
 KK1807;SPC CO C     - 1,666,183.65  3,132,979.10   sFT  0.99998369   +0 17 52.4
 KK1807;UTM  13      - 4,390,190.901   497,626.908   MT  0.99960007   -0 01 03.6
 KK1807
 KK1807                          SUPERSEDED SURVEY CONTROL
 KK1807
 KK1807  NAD 83(1986)-  39 39 41.47651(N)    105 01 39.58456(W) AD(       ) 4
 KK1807  NAD 27      -  39 39 41.52000(N)    105 01 37.64400(W) AD(       ) 3
 KK1807
 KK1807.Superseded values are not recommended for survey control.
 KK1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1807.See file dsdata.txt to determine how the superseded data were derived.
 KK1807
 KK1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9762790191(NAD 83)
 KK1807_MARKER: 75 = BELFRY
 KK1807
 KK1807  HISTORY     - Date     Condition        Report By
 KK1807  HISTORY     - 1912     FIRST OBSERVED   CGS
 KK1807  HISTORY     - 1964     GOOD             CGS
 KK1807  HISTORY     - 1969     GOOD             CGS
 KK1807
 KK1807                          STATION DESCRIPTION
 KK1807
 KK1807'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JWB)
 KK1807'THE STATION WAS RECOVERED IN GOOD CONDITION.
 KK1807
 KK1807                          STATION RECOVERY (1969)
 KK1807
 KK1807'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JVT)
 KK1807'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 KK1807'
 KK1807'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN THE SW
 KK1807'PART OF DENVER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1730 ***********************************************************************
 KK1730  DESIGNATION -  DENVER ROCKY MTN ARSENAL NW TK
 KK1730  PID         -  KK1730
 KK1730  STATE/COUNTY-  CO/ADAMS
 KK1730  USGS QUAD   -  MONTBELLO (1994)
 KK1730
 KK1730                         *CURRENT SURVEY CONTROL
 KK1730  ___________________________________________________________________
 KK1730* NAD 83(1992)-  39 50 43.49385(N)    104 50 21.02315(W)     ADJUSTED  
 KK1730* NAVD 88     -                                                        
 KK1730  ___________________________________________________________________
 KK1730  LAPLACE CORR-          -5.02  (seconds)                    DEFLEC99
 KK1730  GEOID HEIGHT-         -17.69  (meters)                     GEOID03
 KK1730
 KK1730  HORZ ORDER  -  THIRD
 KK1730
 KK1730.The horizontal coordinates were established by classical geodetic methods
 KK1730.and adjusted by the National Geodetic Survey in January 1993..
 KK1730
 KK1730
 KK1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1730
 KK1730.The geoid height was determined by GEOID03.
 KK1730
 KK1730;                    North         East     Units Scale Factor Converg.
 KK1730;SPC CO N     -   361,867.599   970,957.873   MT  0.99998172   +0 25 37.1
 KK1730;SPC CO N     - 1,187,227.28  3,185,550.96   sFT  0.99998172   +0 25 37.1
 KK1730;UTM  13      - 4,410,612.393   513,759.046   MT  0.99960233   +0 06 11.0
 KK1730
 KK1730                          SUPERSEDED SURVEY CONTROL
 KK1730
 KK1730  NAD 83(1986)-  39 50 43.48827(N)    104 50 21.01986(W) AD(       ) 4
 KK1730  NAD 27      -  39 50 43.53791(N)    104 50 19.11390(W) AD(       ) 3
 KK1730
 KK1730.Superseded values are not recommended for survey control.
 KK1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1730.See file dsdata.txt to determine how the superseded data were derived.
 KK1730
 KK1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE1375910612(NAD 83)
 KK1730
 KK1730  HISTORY     - Date     Condition        Report By
 KK1730  HISTORY     - 1968     MONUMENTED       CGS
 KK1730  HISTORY     - 1970     SEE DESCRIPTION  NGS
 KK1730  HISTORY     - 1976     SEE DESCRIPTION  NGS
 KK1730
 KK1730                          STATION DESCRIPTION
 KK1730
 KK1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (GRK)
 KK1730'THE TANK IS LOCATED ON THE U.S. GOVERNMENT ROCKY MOUNTAIN ARSENAL,
 KK1730'IN THE DISPENSARY AREA.
 KK1730'
 KK1730'IT IS CONSTRUCTED OF STEEL, IS ABOUT 175 FEET HIGH, HAS 8 LEGS AND
 KK1730'IS PAINTED ORANGE AND WHITE CHECKED.
 KK1730'
 KK1730'POINT INTERSECTED WAS A BALL ON TOP OF THE TANK.
 KK1730
 KK1730                          STATION RECOVERY (1970)
 KK1730
 KK1730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KK1730'RECOVERED AS DESCRIBED BY G. R. KNECHT IN 1968.
 KK1730
 KK1730                          STATION RECOVERY (1976)
 KK1730
 KK1730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DAH)
 KK1730'RECOVERED IN GOOD CONDITION.  THE TANK IS NOW PAINTED RED AND WHITE.
 KK1730'
 KK1730'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KK1730'ON THE GROUNDS OF THE DENVER ROCKY MOUNTAIN ARSENAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1733 ***********************************************************************
 KK1733  DESIGNATION -  DENVER ROCKY MTN ARSENAL SW TK
 KK1733  PID         -  KK1733
 KK1733  STATE/COUNTY-  CO/ADAMS
 KK1733  USGS QUAD   -  MONTBELLO (1994)
 KK1733
 KK1733                         *CURRENT SURVEY CONTROL
 KK1733  ___________________________________________________________________
 KK1733* NAD 83(1992)-  39 49 25.47183(N)    104 50 26.93409(W)     ADJUSTED  
 KK1733* NAVD 88     -                                                        
 KK1733  ___________________________________________________________________
 KK1733  LAPLACE CORR-          -5.03  (seconds)                    DEFLEC99
 KK1733  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 KK1733
 KK1733  HORZ ORDER  -  THIRD
 KK1733
 KK1733.The horizontal coordinates were established by classical geodetic methods
 KK1733.and adjusted by the National Geodetic Survey in January 1993..
 KK1733
 KK1733
 KK1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1733
 KK1733.The geoid height was determined by GEOID03.
 KK1733
 KK1733;                    North         East     Units Scale Factor Converg.
 KK1733;SPC CO N     -   359,460.300   970,835.241   MT  0.99998444   +0 25 33.3
 KK1733;SPC CO N     - 1,179,329.33  3,185,148.62   sFT  0.99998444   +0 25 33.3
 KK1733;UTM  13      - 4,408,206.742   513,622.857   MT  0.99960228   +0 06 07.0
 KK1733
 KK1733                          SUPERSEDED SURVEY CONTROL
 KK1733
 KK1733  NAD 83(1986)-  39 49 25.46621(N)    104 50 26.93077(W) AD(       ) 4
 KK1733  NAD 27      -  39 49 25.51222(N)    104 50 25.02435(W) AD(       ) 3
 KK1733
 KK1733.Superseded values are not recommended for survey control.
 KK1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1733.See file dsdata.txt to determine how the superseded data were derived.
 KK1733
 KK1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE1362308207(NAD 83)
 KK1733
 KK1733  HISTORY     - Date     Condition        Report By
 KK1733  HISTORY     - 1968     MONUMENTED       CGS
 KK1733  HISTORY     - 1970     SEE DESCRIPTION  NGS
 KK1733  HISTORY     - 1976     SEE DESCRIPTION  NGS
 KK1733
 KK1733                          STATION DESCRIPTION
 KK1733
 KK1733'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (GRK)
 KK1733'THE TANK IS LOCATED ON THE U.S. GOVERNMENT ROCKY MOUNTAIN ARSENAL,
 KK1733'IN THE MUSTARD AREA.
 KK1733'
 KK1733'IT IS CONSTRUCTED OF STEEL, IS ABOUT 175 FEET HIGH, HAS 8 LEGS
 KK1733'AND IS PAINTED ORANGE AND WHITE.
 KK1733'
 KK1733'POINT INTERSECTED WAS A BALL ON TOP OF TANK.
 KK1733
 KK1733                          STATION RECOVERY (1970)
 KK1733
 KK1733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KK1733'RECOVERED AS DESCRIBED BY G. R. KNECHT IN 1968.
 KK1733
 KK1733                          STATION RECOVERY (1976)
 KK1733
 KK1733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DAH)
 KK1733'RECOVERED IN GOOD CONDITION.  THE TANK IS NOW PAINTED RED AND WHITE.
 KK1733'
 KK1733'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KK1733'ON THE GROUNDS OF THE DENVER ROCKY MOUNTAIN ARSENAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1734 ***********************************************************************
 KK1734  DESIGNATION -  DENVER ROCKY MTN ARSENAL STACK
 KK1734  PID         -  KK1734
 KK1734  STATE/COUNTY-  CO/ADAMS
 KK1734  USGS QUAD   -  MONTBELLO (1994)
 KK1734
 KK1734                         *CURRENT SURVEY CONTROL
 KK1734  ___________________________________________________________________
 KK1734* NAD 83(1992)-  39 49 33.38790(N)    104 50 27.77130(W)     ADJUSTED  
 KK1734* NAVD 88     -                                                        
 KK1734  ___________________________________________________________________
 KK1734  LAPLACE CORR-          -5.04  (seconds)                    DEFLEC99
 KK1734  GEOID HEIGHT-         -17.67  (meters)                     GEOID03
 KK1734
 KK1734  HORZ ORDER  -  THIRD
 KK1734
 KK1734.The horizontal coordinates were established by classical geodetic methods
 KK1734.and adjusted by the National Geodetic Survey in January 1993..
 KK1734
 KK1734
 KK1734.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1734
 KK1734.The geoid height was determined by GEOID03.
 KK1734
 KK1734;                    North         East     Units Scale Factor Converg.
 KK1734;SPC CO N     -   359,704.289   970,813.518   MT  0.99998416   +0 25 32.8
 KK1734;SPC CO N     - 1,180,129.82  3,185,077.35   sFT  0.99998416   +0 25 32.8
 KK1734;UTM  13      - 4,408,450.757   513,602.521   MT  0.99960228   +0 06 06.5
 KK1734
 KK1734                          SUPERSEDED SURVEY CONTROL
 KK1734
 KK1734  NAD 83(1986)-  39 49 33.38233(N)    104 50 27.76805(W) AD(       ) 4
 KK1734  NAD 27      -  39 49 33.42762(N)    104 50 25.85960(W) AD(       ) 3
 KK1734
 KK1734.Superseded values are not recommended for survey control.
 KK1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1734.See file dsdata.txt to determine how the superseded data were derived.
 KK1734
 KK1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE1360308451(NAD 83)
 KK1734
 KK1734  HISTORY     - Date     Condition        Report By
 KK1734  HISTORY     - 1968     MONUMENTED       CGS
 KK1734  HISTORY     - 1970     SEE DESCRIPTION  NGS
 KK1734
 KK1734                          STATION DESCRIPTION
 KK1734
 KK1734'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (GRK)
 KK1734'THE STACK IS LOCATED ON THE U.S. GOVERNMENT ROCKY MOUNTAIN ARSENAL,
 KK1734'IN THE MUSTARD AREA.
 KK1734'
 KK1734'IT IS CONSTRUCTED OF RED BRICK, IS ABOUT 300 FEET HIGH, HAS
 KK1734'LIGHTING RODS ON TOP.
 KK1734'
 KK1734'POINT INTERSECTED WAS THE ROD A TOP.
 KK1734
 KK1734                          STATION RECOVERY (1970)
 KK1734
 KK1734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KK1734'RECOVERED AS DESCRIBED BY G. R. KNECHT IN 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1709 ***********************************************************************
 KK1709  DESIGNATION -  DENVER STATE CAPITOL DOME
 KK1709  PID         -  KK1709
 KK1709  STATE/COUNTY-  CO/DENVER
 KK1709  USGS QUAD   -  ENGLEWOOD (1997)
 KK1709
 KK1709                         *CURRENT SURVEY CONTROL
 KK1709  ___________________________________________________________________
 KK1709* NAD 83(1992)-  39 44 21.23544(N)    104 59 05.52360(W)     ADJUSTED  
 KK1709* NAVD 88     -      1673.9    (meters)    5492.     (feet)  VERTCON   
 KK1709  ___________________________________________________________________
 KK1709  LAPLACE CORR-          -8.30  (seconds)                    DEFLEC99
 KK1709  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 KK1709
 KK1709  HORZ ORDER  -  THIRD
 KK1709
 KK1709.The horizontal coordinates were established by classical geodetic methods
 KK1709.and adjusted by the National Geodetic Survey in January 1993..
 KK1709
 KK1709.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1709
 KK1709.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1709
 KK1709.The geoid height was determined by GEOID03.
 KK1709
 KK1709;                    North         East     Units Scale Factor Converg.
 KK1709;SPC CO C     -   516,501.628   958,557.509   MT  0.99999789   +0 19 29.6
 KK1709;SPC CO C     - 1,694,555.76  3,144,867.43   sFT  0.99999789   +0 19 29.6
 KK1709;SPC CO N     -   349,995.696   958,557.433   MT  0.99999643   +0 19 58.2
 KK1709;SPC CO N     - 1,148,277.55  3,144,867.18   sFT  0.99999643   +0 19 58.2
 KK1709;UTM  13      - 4,398,815.291   501,296.591   MT  0.99960002   +0 00 34.8
 KK1709
 KK1709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1709!SPC CO C     -   0.99974014  x   0.99999789  =   0.99973803
 KK1709!SPC CO N     -   0.99974014  x   0.99999643  =   0.99973657
 KK1709!UTM  13      -   0.99974014  x   0.99960002  =   0.99934027
 KK1709
 KK1709                          SUPERSEDED SURVEY CONTROL
 KK1709
 KK1709  NAD 83(1986)-  39 44 21.22988(N)    104 59 05.53418(W) AD(       ) 4
 KK1709  NAD 27      -  39 44 21.27600(N)    104 59 03.60100(W) AD(       ) 3
 KK1709  NGVD 29 (03/12/92) 1673.0    (m)         5489.     (f) VERT ANG       
 KK1709
 KK1709.Superseded values are not recommended for survey control.
 KK1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1709.See file dsdata.txt to determine how the superseded data were derived.
 KK1709
 KK1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED0129798815(NAD 83)
 KK1709_MARKER: 87 = DOME
 KK1709_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK1709+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2004
 KK1709
 KK1709  HISTORY     - Date     Condition        Report By
 KK1709  HISTORY     - 1895     FIRST OBSERVED   CGS
 KK1709  HISTORY     - 1942     GOOD             CGS
 KK1709  HISTORY     - 1953     GOOD             CGS
 KK1709  HISTORY     - 1958     GOOD             CGS
 KK1709  HISTORY     - 1964     GOOD             CGS
 KK1709  HISTORY     - 20010419 GOOD             USPSQD
 KK1709  HISTORY     - 20041231 GOOD             GEOCAC
 KK1709
 KK1709                          STATION DESCRIPTION
 KK1709
 KK1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (LAM)
 KK1709'THIS INTERSECTION STATION IS APEX OF DOME OF COLORADO STATE
 KK1709'CAPITOL BUILDING, DENVER.  BUILDING IS VERY PROMINENT LANDMARK,
 KK1709'STANDING BETWEEN EAST COLFAX AND EAST FOURTEENTH AVENUES, ABOUT
 KK1709'ON LINE WITH SHERMAN STREET, WHICH IS NOT CUT THROUGH.  BUILDING
 KK1709'FACES CIVIC CENTER TO WEST.
 KK1709'
 KK1709'GOOD STATION, PERMANENT.
 KK1709
 KK1709                          STATION RECOVERY (1953)
 KK1709
 KK1709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (LWQ)
 KK1709'RECOVERED IN GOOD CONDITION BY L.W. QUIMBY IN 1953.
 KK1709
 KK1709                          STATION RECOVERY (1958)
 KK1709
 KK1709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WTJ)
 KK1709'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KK1709
 KK1709                          STATION RECOVERY (1964)
 KK1709
 KK1709'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JWB)
 KK1709'THE STATION WAS RECOVERED IN GOOD CONDITION
 KK1709
 KK1709                          STATION RECOVERY (2001)
 KK1709
 KK1709'RECOVERY NOTE BY US POWER SQUADRON 2001 (HB)
 KK1709'RECOVERED IN GOOD CONDITION.
 KK1709
 KK1709                          STATION RECOVERY (2004)
 KK1709
 KK1709'RECOVERY NOTE BY GEOCACHING 2004 (BMC)
 KK1709'MARK RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1707 ***********************************************************************
 KK1707  DESIGNATION -  DENVER UNIV OBSERVATORY DOME
 KK1707  PID         -  KK1707
 KK1707  STATE/COUNTY-  CO/DENVER
 KK1707  USGS QUAD   -  ENGLEWOOD (1997)
 KK1707
 KK1707                         *CURRENT SURVEY CONTROL
 KK1707  ___________________________________________________________________
 KK1707* NAD 83(1992)-  39 40 33.75607(N)    104 57 10.63494(W)     ADJUSTED  
 KK1707* NAVD 88     -                                                        
 KK1707  ___________________________________________________________________
 KK1707  LAPLACE CORR-          -7.07  (seconds)                    DEFLEC99
 KK1707  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 KK1707
 KK1707  HORZ ORDER  -  THIRD
 KK1707
 KK1707.The horizontal coordinates were established by classical geodetic methods
 KK1707.and adjusted by the National Geodetic Survey in January 1993..
 KK1707
 KK1707
 KK1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1707
 KK1707.The geoid height was determined by GEOID03.
 KK1707
 KK1707;                    North         East     Units Scale Factor Converg.
 KK1707;SPC CO C     -   509,502.023   961,335.259   MT  0.99998621   +0 20 42.1
 KK1707;SPC CO C     - 1,671,591.22  3,153,980.76   sFT  0.99998621   +0 20 42.1
 KK1707;SPC CO N     -   342,996.421   961,336.211   MT  1.00000681   +0 21 12.5
 KK1707;SPC CO N     - 1,125,314.09  3,153,983.89   sFT  1.00000681   +0 21 12.5
 KK1707;UTM  13      - 4,391,803.264   504,034.733   MT  0.99960020   +0 01 48.1
 KK1707
 KK1707                          SUPERSEDED SURVEY CONTROL
 KK1707
 KK1707  NAD 83(1986)-  39 40 33.75346(N)    104 57 10.61905(W) AD(       ) 4
 KK1707  NAD 27      -  39 40 33.80000(N)    104 57 08.70900(W) AD(       ) 3
 KK1707
 KK1707.Superseded values are not recommended for survey control.
 KK1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1707.See file dsdata.txt to determine how the superseded data were derived.
 KK1707
 KK1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED0403591803(NAD 83)
 KK1707_MARKER: 55 = TOWER
 KK1707
 KK1707  HISTORY     - Date     Condition        Report By
 KK1707  HISTORY     - 1895     FIRST OBSERVED   CGS
 KK1707  HISTORY     - 1934     GOOD             COGS
 KK1707
 KK1707                          STATION DESCRIPTION
 KK1707
 KK1707'DESCRIBED BY COLORADO GEODETIC SURVEY 1934 (FHP)
 KK1707'IN DENVER, IN DENVER UNIVERSITY OBSERVATION TOWER.  NO FURTHER
 KK1707'INFORMATION AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF9219 ***********************************************************************
 DF9219  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF9219  DESIGNATION -  DENVER WAAS 1 CORS ARP
 DF9219  CORS_ID     -  ZDV1
 DF9219  PID         -  DF9219
 DF9219  STATE/COUNTY-  CO/BOULDER
 DF9219  USGS QUAD   -  HYGIENE (1979)
 DF9219
 DF9219                         *CURRENT SURVEY CONTROL
 DF9219  ___________________________________________________________________
 DF9219* NAD 83(CORS)-  40 11 14.27224(N)    105 07 37.96036(W)     ADJUSTED  
 DF9219* NAVD 88     -                                                        
 DF9219  ___________________________________________________________________
 DF9219  EPOCH DATE  -        2002.00
 DF9219  X           -  -1,273,627.717 (meters)                     COMP
 DF9219  Y           -  -4,711,376.555 (meters)                     COMP
 DF9219  Z           -   4,094,889.924 (meters)                     COMP
 DF9219  ELLIP HEIGHT-        1541.78  (meters)          (12/??/03) GPS OBS
 DF9219  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 DF9219
 DF9219  HORZ ORDER  -  SPECIAL (CORS)
 DF9219  ELLP ORDER  -  SPECIAL (CORS)
 DF9219
 DF9219.ITRF positions are available for this station.
 DF9219.The coordinates were established by GPS observations
 DF9219.and adjusted by the National Geodetic Survey in December 2003..
 DF9219.The coordinates are valid at the epoch date displayed above.
 DF9219.The epoch date for horizontal control is a decimal equivalence
 DF9219.of Year/Month/Day.
 DF9219
 DF9219
 DF9219.The PID for the CORS L1 Phase Center is DF9220.
 DF9219
 DF9219.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF9219
 DF9219.The ellipsoidal height was determined by GPS observations
 DF9219.and is referenced to NAD 83.
 DF9219
 DF9219.The geoid height was determined by GEOID03.
 DF9219
 DF9219;                    North         East     Units Scale Factor Converg.
 DF9219;SPC CO N     -   399,683.274   946,147.111   MT  0.99995746   +0 14 27.1
 DF9219;SPC CO N     - 1,311,294.21  3,104,150.98   sFT  0.99995746   +0 14 27.1
 DF9219
 DF9219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9219!SPC CO N     -   0.99975819  x   0.99995746  =   0.99971566
 DF9219
 DF9219                          SUPERSEDED SURVEY CONTROL
 DF9219
 DF9219.No superseded survey control is available for this station.
 DF9219
 DF9219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE8917148554(NAD 83)
 DF9219_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF9219
 DF9219                          STATION DESCRIPTION
 DF9219
 DF9219'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003
 DF9219'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF9219'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF9219'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF9219'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF9219'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF9220 ***********************************************************************
 DF9220  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF9220  DESIGNATION -  DENVER WAAS 1 CORS L1 PHASE CENTER
 DF9220  CORS_ID     -  ZDV1
 DF9220  PID         -  DF9220
 DF9220  STATE/COUNTY-  CO/BOULDER
 DF9220  USGS QUAD   -  HYGIENE (1979)
 DF9220
 DF9220                         *CURRENT SURVEY CONTROL
 DF9220  ___________________________________________________________________
 DF9220* NAD 83(CORS)-  40 11 14.27217(N)    105 07 37.96035(W)     ADJUSTED  
 DF9220* NAVD 88     -                                                        
 DF9220  ___________________________________________________________________
 DF9220  EPOCH DATE  -        2002.00
 DF9220  X           -  -1,273,627.797 (meters)                     COMP
 DF9220  Y           -  -4,711,376.851 (meters)                     COMP
 DF9220  Z           -   4,094,890.181 (meters)                     COMP
 DF9220  ELLIP HEIGHT-        1542.18  (meters)          (12/??/03) GPS OBS
 DF9220  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 DF9220
 DF9220  HORZ ORDER  -  SPECIAL (CORS)
 DF9220  ELLP ORDER  -  SPECIAL (CORS)
 DF9220
 DF9220.ITRF positions are available for this station.
 DF9220.The coordinates were established by GPS observations
 DF9220.and adjusted by the National Geodetic Survey in December 2003..
 DF9220.The coordinates are valid at the epoch date displayed above.
 DF9220.The epoch date for horizontal control is a decimal equivalence
 DF9220.of Year/Month/Day.
 DF9220
 DF9220
 DF9220.The PID for the CORS ARP is DF9219.
 DF9220
 DF9220.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF9220
 DF9220.The ellipsoidal height was determined by GPS observations
 DF9220.and is referenced to NAD 83.
 DF9220
 DF9220.The geoid height was determined by GEOID03.
 DF9220
 DF9220;                    North         East     Units Scale Factor Converg.
 DF9220;SPC CO N     -   399,683.272   946,147.111   MT  0.99995746   +0 14 27.1
 DF9220;SPC CO N     - 1,311,294.20  3,104,150.98   sFT  0.99995746   +0 14 27.1
 DF9220
 DF9220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9220!SPC CO N     -   0.99975813  x   0.99995746  =   0.99971560
 DF9220
 DF9220                          SUPERSEDED SURVEY CONTROL
 DF9220
 DF9220.No superseded survey control is available for this station.
 DF9220
 DF9220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE8917148554(NAD 83)
 DF9220_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DF9220
 DF9220                          STATION DESCRIPTION
 DF9220
 DF9220'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DF9220'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DF9220'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DF9220'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DF9220'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DF9220'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0355 ***********************************************************************
 HJ0355  DESIGNATION -  DEORA
 HJ0355  PID         -  HJ0355
 HJ0355  STATE/COUNTY-  CO/BACA
 HJ0355  USGS QUAD   -  DEORA (1971)
 HJ0355
 HJ0355                         *CURRENT SURVEY CONTROL
 HJ0355  ___________________________________________________________________
 HJ0355* NAD 83(1992)-  37 36 30.08631(N)    102 56 14.27944(W)     ADJUSTED  
 HJ0355* NAVD 88     -      1472.     (meters)    4829.     (feet)  SCALED    
 HJ0355  ___________________________________________________________________
 HJ0355  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 HJ0355  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 HJ0355
 HJ0355  HORZ ORDER  -  FIRST
 HJ0355
 HJ0355.The horizontal coordinates were established by classical geodetic methods
 HJ0355.and adjusted by the National Geodetic Survey in January 1993..
 HJ0355
 HJ0355.The orthometric height was scaled from a topographic map.
 HJ0355
 HJ0355.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0355
 HJ0355.The geoid height was determined by GEOID03.
 HJ0355
 HJ0355;                    North         East     Units Scale Factor Converg.
 HJ0355;SPC CO S     -   412,416.419 1,140,642.875   MT  0.99995312   +1 34 18.9
 HJ0355;SPC CO S     - 1,353,069.53  3,742,259.17   sFT  0.99995312   +1 34 18.9
 HJ0355;UTM  13      - 4,164,363.407   682,068.564   MT  1.00000832   +1 15 32.9
 HJ0355
 HJ0355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0355!SPC CO S     -   0.99977261  x   0.99995312  =   0.99972574
 HJ0355!UTM  13      -   0.99977261  x   1.00000832  =   0.99978092
 HJ0355
 HJ0355:                Primary Azimuth Mark                     Grid Az
 HJ0355:SPC CO S     -  PRITCHETT MUNICIPAL TANK                 163 30 46.2
 HJ0355:UTM  13      -  PRITCHETT MUNICIPAL TANK                 163 49 32.2
 HJ0355
 HJ0355|---------------------------------------------------------------------|
 HJ0355| PID    Reference Object                     Distance      Geod. Az  |
 HJ0355|                                                           dddmmss.s |
 HJ0355| HJ0331 PRITCHETT MUNICIPAL TANK            APPROX.27.2 KM 1650505.1 |
 HJ0355| HJ0332 PRITCHETT GANO GRAIN CORP ELEV      APPROX.27.6 KM 1653143.0 |
 HJ0355| HJ0333 PRITCHETT H B S GRAIN ELEV          APPROX.27.7 KM 1660526.2 |
 HJ0355| CM7932 DEORA RM 2                           25.002 METERS 26032     |
 HJ0355| CM7930 DEORA AZ MK                                        3304413.8 |
 HJ0355| CM7931 DEORA RM 1                           23.685 METERS 35648     |
 HJ0355|---------------------------------------------------------------------|
 HJ0355
 HJ0355                          SUPERSEDED SURVEY CONTROL
 HJ0355
 HJ0355  NAD 83(1986)-  37 36 30.08071(N)    102 56 14.26843(W) AD(       ) 1
 HJ0355  NAD 27      -  37 36 30.03838(N)    102 56 12.54088(W) AD(       ) 1
 HJ0355
 HJ0355.Superseded values are not recommended for survey control.
 HJ0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0355.See file dsdata.txt to determine how the superseded data were derived.
 HJ0355
 HJ0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB8206964363(NAD 83)
 HJ0355_MARKER: DS = TRIANGULATION STATION DISK
 HJ0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0355
 HJ0355  HISTORY     - Date     Condition        Report By
 HJ0355  HISTORY     - 1953     MONUMENTED       CGS
 HJ0355
 HJ0355                          STATION DESCRIPTION
 HJ0355
 HJ0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HJ0355'THE STATION IS LOCATED AIRLINE ABOUT 23 MILES NORTHWEST OF
 HJ0355'SPRINGFIELD AND ABOUT 18 MILES NORTH-NORTHWEST OF PRITCHETT ON
 HJ0355'THE HIGHEST POINT OF A LARGE MESA.
 HJ0355'
 HJ0355'THE STATION IS A STANDARD DISK STAMPED DEORA 1953 SET IN TOP
 HJ0355'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 HJ0355'4 INCHES ABOVE THE GROUND.  IT IS 102 FEET EAST OF THE NORTHEAST
 HJ0355'CORNER OF AN OLD ABANDONED STONE HOUSE.
 HJ0355'
 HJ0355'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED DEORA
 HJ0355'NO 1 1953 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HJ0355'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 HJ0355'THE SAME ELEVATION AS THE STATION.
 HJ0355'
 HJ0355'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED DEORA
 HJ0355'NO 2 1953 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HJ0355'WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND IS ABOUT
 HJ0355'THE SAME ELEVATION AS THE STATION.  IT IS 20 FEET EAST OF THE
 HJ0355'NORTHEAST CORNER OF AN OLD ABANDONED STONE HOUSE.
 HJ0355'
 HJ0355'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DEORA 1953 SET IN A
 HJ0355'DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH IS ABOUT FLUSH
 HJ0355'WITH THE GROUND.  IT IS 10 FEET SOUTH OF AN EAST-WEST FENCE
 HJ0355'LINE.
 HJ0355'
 HJ0355'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH-NORTHWESTERLY
 HJ0355'ON THE TRACK ROAD FOR 0.4 MILE.  KEEP STRAIGHT AHEAD, LEAVING
 HJ0355'THE TRACK ROAD, AND GO ACROSS COUNTRY ALONG THE EAST SIDE OF
 HJ0355'A NORTH-SOUTH BENCH LAND FOR 0.2 MILE TO AN EAST-WEST FENCE
 HJ0355'LINE AND THE AZIMUTH MARK.
 HJ0355'
 HJ0355'TO REACH THE STATION FROM THE POST OFFICE IN SPRINGFIELD, GO
 HJ0355'EAST FOR 1 BLOCK.  TURN LEFT AND GO NORTH ON U.S. HIGHWAY 287
 HJ0355'FOR 10.8 MILES TO A CROSS ROAD AND A JUNCTION WITH STATE
 HJ0355'ROAD 116.  TURN WEST, LEAVING THE HIGHWAY, AND FOLLOW THE DIRT
 HJ0355'ROAD FOR 12.7 MILES TO A CROSS ROAD.  TURN RIGHT AND GO NORTH
 HJ0355'FOR 1.0 MILE.  TURN LEFT AND GO WEST FOR 1.0 MILE.  TURN
 HJ0355'RIGHT, NORTH, AND GO 3.8 MILES.  TURN LEFT AND GO WEST FOR
 HJ0355'3.5 MILES TO AN OLD ABANDONED BUILDING WITH A SIGN DEORA POST
 HJ0355'OFFICE.  TURN LEFT, SOUTH, OFF THE MAIN TRAVELED ROAD AND GO
 HJ0355'0.1 MILE TO A GATE.  PASS THROUGH THE GATE AND GO SOUTHEAST
 HJ0355'FOR 0.05 MILE TO A GATE.  PASS THROUGH THE GATE.  TURN
 HJ0355'RIGHT AND GO SOUTH ALONG THE EAST SIDE OF A NORTH-SOUTH
 HJ0355'FENCE LINE FOR 1.0 MILE TO AN OLD DAM.  CONTINUE SOUTH ON
 HJ0355'THE TRACK ROAD FOR 0.2 MILE TO THE TOP OF A HIGH BENCH LAND.
 HJ0355'TURN LEFT AND FOLLOW THE TRACK ROAD
 HJ0355'SOUTH-SOUTHEASTERLY FOR 0.4 MILE TO AN OLD ABANDONED
 HJ0355'STONE HOUSE AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1445 ***********************************************************************
 KK1445  DESIGNATION -  DEPEW
 KK1445  PID         -  KK1445
 KK1445  STATE/COUNTY-  CO/JEFFERSON
 KK1445  USGS QUAD   -  ARVADA (1994)
 KK1445
 KK1445                         *CURRENT SURVEY CONTROL
 KK1445  ___________________________________________________________________
 KK1445* NAD 83(1992)-  39 48 54.31029(N)    105 03 30.56040(W)     ADJUSTED  
 KK1445* NAVD 88     -      1652.172  (meters)    5420.50   (feet)  ADJUSTED  
 KK1445  ___________________________________________________________________
 KK1445  LAPLACE CORR-         -11.01  (seconds)                    DEFLEC99
 KK1445  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 KK1445  DYNAMIC HT  -        1650.587 (meters)    5415.30  (feet)  COMP
 KK1445  MODELED GRAV-     979,608.9   (mgal)                       NAVD 88
 KK1445
 KK1445  HORZ ORDER  -  FIRST
 KK1445  VERT ORDER  -  FIRST     CLASS II
 KK1445
 KK1445.The horizontal coordinates were established by classical geodetic methods
 KK1445.and adjusted by the National Geodetic Survey in January 1993..
 KK1445
 KK1445.The orthometric height was determined by differential leveling
 KK1445.and adjusted by the National Geodetic Survey in June 1991..
 KK1445
 KK1445.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1445
 KK1445.The geoid height was determined by GEOID03.
 KK1445
 KK1445.The dynamic height is computed by dividing the NAVD 88
 KK1445.geopotential number by the normal gravity value computed on the
 KK1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1445.degrees latitude (g = 980.6199 gals.).
 KK1445
 KK1445.The modeled gravity was interpolated from observed gravity values.
 KK1445
 KK1445;                    North         East     Units Scale Factor Converg.
 KK1445;SPC CO C     -   524,890.459   952,206.020   MT  1.00001353   +0 16 42.4
 KK1445;SPC CO C     - 1,722,078.11  3,124,029.25   sFT  1.00001353   +0 16 42.4
 KK1445;UTM  13      - 4,407,235.559   494,993.955   MT  0.99960031   -0 02 14.8
 KK1445
 KK1445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1445!SPC CO C     -   0.99974351  x   1.00001353  =   0.99975704
 KK1445!UTM  13      -   0.99974351  x   0.99960031  =   0.99934393
 KK1445
 KK1445|---------------------------------------------------------------------|
 KK1445| PID    Reference Object                     Distance      Geod. Az  |
 KK1445|                                                           dddmmss.s |
 KK1445| CP6967 DEPEW RM 2                            9.545 METERS 01132     |
 KK1445| KK1755 ARVADA E STANDPIPE                   13.366 METERS 03655     |
 KK1445| KK1754 COLUMBIA RESET                      APPROX. 5.8 KM 1792530.5 |
 KK1445|---------------------------------------------------------------------|
 KK1445
 KK1445                          SUPERSEDED SURVEY CONTROL
 KK1445
 KK1445  NAD 83(1986)-  39 48 54.30641(N)    105 03 30.55838(W) AD(       ) 1
 KK1445  NAD 27      -  39 48 54.35709(N)    105 03 28.61773(W) AD(       ) 1
 KK1445  NGVD 29 (??/??/??) 1651.252  (m)         5417.48   (f) ADJUSTED    1 2
 KK1445
 KK1445.Superseded values are not recommended for survey control.
 KK1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1445.See file dsdata.txt to determine how the superseded data were derived.
 KK1445
 KK1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE9499407236(NAD 83)
 KK1445_MARKER: DS = TRIANGULATION STATION DISK
 KK1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1445_SP_SET: CONCRETE POST
 KK1445_STAMPING: DEPEW 1977
 KK1445_MARK LOGO: NGS   
 KK1445_PROJECTION: FLUSH
 KK1445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1445+STABILITY: SURFACE MOTION
 KK1445
 KK1445  HISTORY     - Date     Condition        Report By
 KK1445  HISTORY     - 1978     MONUMENTED       NGS
 KK1445  HISTORY     - 1984     GOOD             NGS
 KK1445
 KK1445                          STATION DESCRIPTION
 KK1445
 KK1445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 KK1445'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF ARVADA,
 KK1445'2 MILES NORTH OF INTERSTATE HIGHWAY 70, 1-1/4 MILES EAST OF
 KK1445'WADSWORTH BOULEVARD, 1/2 MILE SOUTHWEST OF THE WEST END OF
 KK1445'HIDDEN LAKE, 0.1 MILE NORTHWEST OF THE FIRST GERMAN
 KK1445'CONGREGATIONAL CHURCH, ON CITY PROPERTY, IN A FENCED COMPOUND,
 KK1445'ADJACENT TO A STANDPIPE.
 KK1445'
 KK1445'TO REACH THE STATION FROM THE JUNCTION OF SHERIDAN BOULEVARD
 KK1445'AND WEST 64TH AVENUE IN ARVADA, GO WEST ON WEST 64TH AVENUE
 KK1445'FOR 0.3 MILE TO A STREET RIGHT.  TURN RIGHT, NORTH, ON EATON
 KK1445'STREET FOR 0.1 MILE TO A T-STREET.  TURN RIGHT, EAST, ON WEST
 KK1445'65TH AVENUE FOR 0.05 MILE TO A STREET LEFT.  TURN LEFT, NORTH,
 KK1445'ON DEPEW COURT FOR 0.05 MILE TO THE STANDPIPE AND STATION ON
 KK1445'THE RIGHT.  A KEY IS NECESSARY FOR THE GATE.
 KK1445'
 KK1445'STATION MARKS, STAMPED---DEPEW 1977---, ARE STANDARD DISKS.
 KK1445'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 KK1445'MONUMENT FLUSH WITH THE GROUND.  IT IS 72.7 FEET SOUTH OF THE
 KK1445'GATE CENTER, 27 FEET NORTH OF THE PERIMETER FENCE, 23.8 FEET
 KK1445'SOUTHWEST OF THE SIDE OF THE STANDPIPE, 8 FEET EAST OF THE
 KK1445'PERIMETER FENCE, AND 13.3 FEET NORTHWEST OF A 14-INCH TREE.
 KK1445'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR CONCRETE
 KK1445'MASS ABOUT 40 INCHES BELOW GROUND.
 KK1445'
 KK1445'REFERENCE MARK 1, STAMPED---DEPEW NO 1 1977---, IS A STANDARD
 KK1445'DISK CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CORNER OF AN
 KK1445'ELEVATED 6 X 10 FOOT CONCRETE PAD LOCATED ON THE EAST SIDE OF
 KK1445'THE STANDPIPE.  IT IS 0.5 FOOT NORTHWEST OF THE CORNER OF THE
 KK1445'PAD.  THIS MARK CAN BE MEASURED WITH A TAPE, BUT LINE OF SIGHT
 KK1445'IS BLOCKED BY THE SIDE OF THE STANDPIPE.  THE DISTANCE BEING
 KK1445'64.93 FEET OR 19.790 METERS.
 KK1445'
 KK1445'REFERENCE MARK 2, STAMPED---DEPEW NO 2 1977---, IS A STANDARD
 KK1445'DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF THE
 KK1445'STANDPIPE, ON THE WEST SIDE.
 KK1445'
 KK1445'NO AZIMUTH MARK FOR THIS STATION.
 KK1445'HEIGHT OF LIGHT ABOVE STATION MARK WAS 14.5 METERS.
 KK1445
 KK1445                          STATION RECOVERY (1984)
 KK1445
 KK1445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK1445'IN ARVADA.
 KK1445'IN ARVADA, IN THE SOUTHWEST CORNER OF THE LAWN AT THE ARVADA CITY
 KK1445'WATER TANK AT 6540 DEPEW COURT, 8.5 METERS (27.9 FT) NORTHEAST OF A
 KK1445'FENCE CORNER, 8.3 METERS (27.2 FT) NORTH OF A FENCE, AND 7.1 METERS
 KK1445'(23.3 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE WATER TANK.
 KK1445'THE MARK IS 2.4 METERS  E FROM  A WITNESS POST AND FENCE
 KK1445'THE MARK IS ABOVE LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2074 ***********************************************************************
 KK2074  DESIGNATION -  DEPR 1
 KK2074  PID         -  KK2074
 KK2074  STATE/COUNTY-  CO/DOUGLAS
 KK2074  USGS QUAD   -  DAWSON BUTTE (1994)
 KK2074
 KK2074                         *CURRENT SURVEY CONTROL
 KK2074  ___________________________________________________________________
 KK2074* NAD 83(1992)-  39 18 11.85544(N)    104 56 30.64595(W)     ADJUSTED  
 KK2074* NAVD 88     -      2268.0    (meters)    7441.     (feet)  VERTCON   
 KK2074  ___________________________________________________________________
 KK2074  LAPLACE CORR-          -9.36  (seconds)                    DEFLEC99
 KK2074  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 KK2074
 KK2074  HORZ ORDER  -  THIRD
 KK2074
 KK2074.The horizontal coordinates were established by classical geodetic methods
 KK2074.and adjusted by the National Geodetic Survey in January 1993..
 KK2074
 KK2074.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2074
 KK2074.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2074
 KK2074.The geoid height was determined by GEOID03.
 KK2074
 KK2074;                    North         East     Units Scale Factor Converg.
 KK2074;SPC CO C     -   468,125.700   962,542.507   MT  0.99994212   +0 21 07.3
 KK2074;SPC CO C     - 1,535,842.40  3,157,941.54   sFT  0.99994212   +0 21 07.3
 KK2074;UTM  13      - 4,350,435.843   505,014.080   MT  0.99960031   +0 02 12.6
 KK2074
 KK2074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2074!SPC CO C     -   0.99964686  x   0.99994212  =   0.99958900
 KK2074!UTM  13      -   0.99964686  x   0.99960031  =   0.99924731
 KK2074
 KK2074                          SUPERSEDED SURVEY CONTROL
 KK2074
 KK2074  NAD 83(1986)-  39 18 11.85097(N)    104 56 30.64599(W) AD(       ) 3
 KK2074  NGVD 29 (03/12/92) 2266.9    (m)         7437.     (f) VERT ANG       
 KK2074
 KK2074.Superseded values are not recommended for survey control.
 KK2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2074.See file dsdata.txt to determine how the superseded data were derived.
 KK2074
 KK2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED0501450436(NAD 83)
 KK2074_MARKER: DD = SURVEY DISK
 KK2074_SETTING: 66 = SET IN ROCK OUTCROP
 KK2074_SP_SET: SET IN ROCK OUTCROP
 KK2074_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK2074+STABILITY: POSITION/ELEVATION WELL
 KK2074
 KK2074  HISTORY     - Date     Condition        Report By
 KK2074  HISTORY     - 1948     MONUMENTED       USGS
 KK2074
 KK2074                          STATION DESCRIPTION
 KK2074
 KK2074'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 KK2074'STATION LIES ABOUT 10 MI. S. OF SEDALIA, DOUGLAS COUNTY, COLORADO.
 KK2074'
 KK2074'IT LIES ON NW. RIM OF DAWSON MOUNTAIN, FAMILIAR MOUNTAIN IN THIS AREA.
 KK2074'SIGNAL FOR STATION IS 6 FT. ROCK CAIRN AND STATION CAN EASILY BE FOUND
 KK2074'AS IT LIES 28 FT. S. OF CAIRN.
 KK2074'
 KK2074'STATION MARK--STANDARD TABLET CEMENTED IN ROCK AND STAMPED
 KK2074'---DEPR-1---.
 KK2074'
 KK2074'REFERENCE MARK NO. 1--SIGNAL IS CENTER OF 6 FT. ROCK CAIRN, DISTANCE
 KK2074'28.00 FT. FROM STATION, S 24 DEG 04 MIN E.
 KK2074'
 KK2074'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN ROOT OF LONE TREE,
 KK2074'DISTANCE 191.20 FT. (SLOPE) FROM STATION, S 78 DEG 27 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1273 ***********************************************************************
 LL1273  DESIGNATION -  DERO
 LL1273  PID         -  LL1273
 LL1273  STATE/COUNTY-  CO/WELD
 LL1273  USGS QUAD   -  CARR EAST (1972)
 LL1273
 LL1273                         *CURRENT SURVEY CONTROL
 LL1273  ___________________________________________________________________
 LL1273* NAD 83(1992)-  40 58 21.50270(N)    104 45 36.56901(W)     ADJUSTED  
 LL1273* NAVD 88     -      1901.     (meters)    6237.     (feet)  SCALED    
 LL1273  ___________________________________________________________________
 LL1273  LAPLACE CORR-          -8.69  (seconds)                    DEFLEC99
 LL1273  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 LL1273
 LL1273  HORZ ORDER  -  THIRD
 LL1273
 LL1273.The horizontal coordinates were established by classical geodetic methods
 LL1273.and adjusted by the National Geodetic Survey in January 1997..
 LL1273
 LL1273.The orthometric height was scaled from a topographic map.
 LL1273
 LL1273.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1273
 LL1273.The geoid height was determined by GEOID03.
 LL1273
 LL1273;                    North         East     Units Scale Factor Converg.
 LL1273;SPC CO N     -   487,083.598   976,675.833   MT  1.00003621   +0 28 40.9
 LL1273;SPC CO N     - 1,598,040.10  3,204,310.63   sFT  1.00003621   +0 28 40.9
 LL1273;UTM  13      - 4,535,747.503   520,179.422   MT  0.99960501   +0 09 26.2
 LL1273
 LL1273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1273!SPC CO N     -   0.99970451  x   1.00003621  =   0.99974071
 LL1273!UTM  13      -   0.99970451  x   0.99960501  =   0.99930964
 LL1273
 LL1273:                Primary Azimuth Mark                     Grid Az
 LL1273:SPC CO N     -  SUBIC                                    277 29 02.7
 LL1273:UTM  13      -  SUBIC                                    277 48 17.4
 LL1273
 LL1273|---------------------------------------------------------------------|
 LL1273| PID    Reference Object                     Distance      Geod. Az  |
 LL1273|                                                           dddmmss.s |
 LL1273| LL1274 SUBIC                               APPROX. 5.1 KM 2775743.6 |
 LL1273|---------------------------------------------------------------------|
 LL1273
 LL1273                          SUPERSEDED SURVEY CONTROL
 LL1273
 LL1273  NAD 83(1992)-  40 58 21.48713(N)    104 45 36.56568(W) AD(       ) 3
 LL1273  NAD 83(1986)-  40 58 21.48733(N)    104 45 36.56548(W) AD(       ) 3
 LL1273  NAD 27      -  40 58 21.53753(N)    104 45 34.67919(W) AD(       ) 3
 LL1273
 LL1273.Superseded values are not recommended for survey control.
 LL1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1273.See file dsdata.txt to determine how the superseded data were derived.
 LL1273
 LL1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF2017935748(NAD 83)
 LL1273_MARKER: DD = SURVEY DISK
 LL1273_SETTING: 0 = UNSPECIFIED SETTING
 LL1273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1273
 LL1273  HISTORY     - Date     Condition        Report By
 LL1273  HISTORY     - 1947     MONUMENTED       USGS
 LL1273  HISTORY     - 1960     GOOD             USGS
 LL1273
 LL1273                          STATION DESCRIPTION
 LL1273
 LL1273'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 LL1273'STATION IS ABOUT 12 MI. SE. OF CHEYENNE, IN N. HALF SEC. 36, T 12 N,
 LL1273'R 64, ABOUT 1.5 MI. S. OF COLORADO-WYOMING BOUNDARY AND ABOUT 1.0 MI.
 LL1273'E. OF HIGHWAY 85.
 LL1273'
 LL1273'TO REACH FROM CHEYENNE POST OFFICE, GO S. ON HIGHWAYS 85 AND 87 5.4
 LL1273'MI. TO JUNCTION, TURN LEFT ON HIGHWAY 85 AND GO 5.4 MI. TO T-RD. E.,
 LL1273'TURN LEFT AND GO E. 0.75 MI. TO DIM T-RD. SE., TURN RIGHT AND GO 0.5
 LL1273'MI. TO DIM RD. FORK, TAKE RIGHT FORK AND GO S. 0.5 MI. TO STATION.
 LL1273
 LL1273                          STATION RECOVERY (1960)
 LL1273
 LL1273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 (TW)
 LL1273'STATION MARK--STANDARD TABLET, SET IN A CONCRETE MONUMENT AND STAMPED
 LL1273'---DERO 1947---.
 LL1273'
 LL1273'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---DERO NO. 1
 LL1273'1947---, SET IN CONCRETE MONUMENT, 51.0 FT. SW. OF STATION.
 LL1273'
 LL1273'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---DERO NO. 2
 LL1273'1947---, SET IN CONCRETE MONUMENT, 55.1 FT. NW. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0555 ***********************************************************************
 KJ0555  DESIGNATION -  DETER
 KJ0555  PID         -  KJ0555
 KJ0555  STATE/COUNTY-  CO/ARAPAHOE
 KJ0555  USGS QUAD   -  NOONEN RESERVOIR SW (1969)
 KJ0555
 KJ0555                         *CURRENT SURVEY CONTROL
 KJ0555  ___________________________________________________________________
 KJ0555* NAD 83(1992)-  39 36 39.31360(N)    103 58 36.54361(W)     ADJUSTED  
 KJ0555* NAVD 88     -      1659.     (meters)    5443.     (feet)  SCALED    
 KJ0555  ___________________________________________________________________
 KJ0555  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 KJ0555  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 KJ0555
 KJ0555  HORZ ORDER  -  FIRST
 KJ0555
 KJ0555.The horizontal coordinates were established by classical geodetic methods
 KJ0555.and adjusted by the National Geodetic Survey in January 1993..
 KJ0555
 KJ0555.The orthometric height was scaled from a topographic map.
 KJ0555
 KJ0555.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0555
 KJ0555.The geoid height was determined by GEOID03.
 KJ0555
 KJ0555;                    North         East     Units Scale Factor Converg.
 KJ0555;SPC CO C     -   503,226.930 1,045,198.119   MT  0.99997545   +0 57 38.4
 KJ0555;SPC CO C     - 1,651,003.69  3,429,120.83   sFT  0.99997545   +0 57 38.4
 KJ0555;UTM  13      - 4,385,074.695   587,833.096   MT  0.99969498   +0 39 08.6
 KJ0555
 KJ0555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0555!SPC CO C     -   0.99974279  x   0.99997545  =   0.99971825
 KJ0555!UTM  13      -   0.99974279  x   0.99969498  =   0.99943785
 KJ0555
 KJ0555|---------------------------------------------------------------------|
 KJ0555| PID    Reference Object                     Distance      Geod. Az  |
 KJ0555|                                                           dddmmss.s |
 KJ0555| CP6969 DETER RM 1                            8.925 METERS 08300     |
 KJ0555| KJ0515 LIMON RADIO MAST                    APPROX.35.5 KM 1333819.7 |
 KJ0555| CP6970 DETER RM 2                            7.960 METERS 17806     |
 KJ0555| KK1576 DEER TRAIL MUNICIPAL TANK           APPROX. 5.9 KM 2730445.7 |
 KJ0555| CP6968 DETER AZ MK                                        3314813.1 |
 KJ0555|---------------------------------------------------------------------|
 KJ0555
 KJ0555                          SUPERSEDED SURVEY CONTROL
 KJ0555
 KJ0555  NAD 83(1986)-  39 36 39.30712(N)    103 58 36.54111(W) AD(       ) 1
 KJ0555  NAD 27      -  39 36 39.37627(N)    103 58 34.68432(W) AD(       ) 1
 KJ0555
 KJ0555.Superseded values are not recommended for survey control.
 KJ0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0555.See file dsdata.txt to determine how the superseded data were derived.
 KJ0555
 KJ0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED8783385075(NAD 83)
 KJ0555_MARKER: DS = TRIANGULATION STATION DISK
 KJ0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0555
 KJ0555  HISTORY     - Date     Condition        Report By
 KJ0555  HISTORY     - 1960     MONUMENTED       CGS
 KJ0555  HISTORY     - 1977     GOOD             NGS
 KJ0555
 KJ0555                          STATION DESCRIPTION
 KJ0555
 KJ0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KJ0555'STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT
 KJ0555'RIDGE, ABOUT 4 MILES EAST AND 3/4 MILE SOUTH OF DEER TRAIL, NEAR
 KJ0555'THE SOUTHWEST CORNER OF THE SOUTHEAST 1/4 SECTION 15, T 5 S, R 59
 KJ0555'W, ON LAND OWNED BY MR. HENRY DETER.
 KJ0555'
 KJ0555'REACHED FROM THE POST OFFICE IN DEER TRAIL BY GOING NORTHWEST
 KJ0555'ON U.S. HIGHWAY 40 AND 287 FOR 0.4 MILE TO A SIDE ROAD RIGHT,
 KJ0555'TURN RIGHT, NORTHEAST, FOR 0.55 MILE TO ANGLING CROSSROADS, TURN
 KJ0555'RIGHT, EAST, ON GRAVELED ROAD FOR 3.0 MILES TO TOP OF RIDGE AND
 KJ0555'SIDE ROAD LEFT, AND SIDE ROAD ON THE RIGHT AND AZIMUTH MARK ON
 KJ0555'THE RIGHT.  TURN RIGHT, SOUTH, ON TRACK ROAD, FOLLOWING ALONG
 KJ0555'THE WEST SIDE OF A CULTIVATED FIELD, FOR 0.95 MILE TO A FORK,
 KJ0555'TAKE THE RIGHT FORK, SOUTH, FOR 0.35 MILE TO TOP OF RIDGE AND
 KJ0555'STATION ON THE LEFT.
 KJ0555'
 KJ0555'STATION MARKS ARE STANDARD DISKS, STAMPED DETER 1960.  THE
 KJ0555'SURFACE MARK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 KJ0555'POST PROJECTING 4 INCHES.  IT IS 300 FEET NORTH OF AN EAST-WEST
 KJ0555'FENCE, 20 FEET EAST OF THE CENTER OF A TRACK ROAD AND 3.6 FEET
 KJ0555'SOUTH OF A METAL WITNESS POST.
 KJ0555'
 KJ0555'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DETER NO 1 1960, SET
 KJ0555'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 5
 KJ0555'INCHES.  IT IS 49 FEET EAST OF THE CENTER OF THE TRACK ROAD AND
 KJ0555'29.2 FEET EAST OF THE WITNESS POST.
 KJ0555'
 KJ0555'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DETER NO 2 1960, SET
 KJ0555'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 5
 KJ0555'INCHES.  IT IS 23.6 FEET SOUTH OF THE WITNESS POST AND 20 FEET
 KJ0555'EAST OF THE CENTER OF THE TRACK ROAD.
 KJ0555'
 KJ0555'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DETER 1960, SET IN
 KJ0555'THE TOP OF A 10-INCH SQUARE, CONCRETE POST PROJECTING 4
 KJ0555'INCHES.  IT IS 25 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 17
 KJ0555'FEET WEST OF THE CENTER OF A TRACK ROAD, 3 FEET WEST OF A
 KJ0555'TELEPHONE POLE AND 1 FOOT SOUTH OF A FENCE.
 KJ0555
 KJ0555                          STATION RECOVERY (1977)
 KJ0555
 KJ0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KJ0555'STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD
 KJ0555'CONDITION.  DISTANCE AND DIRECTIONS CHECKED PREVIOUS DATA
 KJ0555'ADEQUATELY.  A NEW ROUTE TO THE STATION FOLLOWS.
 KJ0555'
 KJ0555'STATION IS REACHED FROM THE POST OFFICE AND MUNICIPAL WATER TANK
 KJ0555'IN DEER TRAIL.  GO SOUTH ON SECOND STREET FOR 0.1 MILE TO CEDAR
 KJ0555'STREET.  TURN LEFT AND GO EAST ON CEDAR STREET, PASSING BENEATH
 KJ0555'INTERSTATE HIGHWAY 70 FOR 0.35 MILE TO A SURFACED CROSSROAD.  TURN
 KJ0555'LEFT AND GO NORTH ON THE SURFACED ROAD FOR 0.65 MILE TO A
 KJ0555'GRAVELED SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON THE GRAVELED
 KJ0555'ROAD (COUNTY ROAD 34) FOR 3.0 MILES TO THE JUNCTION WITH
 KJ0555'COUNTY ROAD 229 ON LEFT, A WIRE GATE, TRACK ROAD AND AZIMUTH
 KJ0555'MARK ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE AND
 KJ0555'CONTINUE ON A WELL TRAVELED TRACK ROAD SOUTH, SOUTHEAST AND
 KJ0555'SOUTH AGAIN, KEEPING ALONG THE EDGE OF A CULTIVATED FIELD
 KJ0555'FOR 0.95 MILE TO A WIRE GATE IN AN EAST-WEST FENCE LINE.  PASS
 KJ0555'THROUGH THE GATE AND CONTINUE SOUTH ON THE TRACK ROAD FOR 0.25
 KJ0555'MILE TO THE STATION ON THE LEFT, AS DESCRIBED.
 KJ0555'
 KJ0555'STATION IS A STANDARD STATION MARK DISK, STAMPED DETER 1960, SET
 KJ0555'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 4
 KJ0555'INCHES.  MARK IS 27 FEET EAST OF THE APPROXIMATE CENTER OF THE
 KJ0555'TRACK ROAD, 0.05 MILE NORTH OF A WIRE GATE IN AN EAST-WEST
 KJ0555'FENCELINE AND 2.7 FEET EAST OF A METAL WITNESS POST.
 KJ0555'
 KJ0555'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED
 KJ0555'DETER NO 1 1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 KJ0555'PROJECTING ABOUT 6 INCHES.
 KJ0555'
 KJ0555'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 KJ0555'DETER NO 2 1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 KJ0555'PROJECTING ABOUT 3 INCHES.
 KJ0555'
 KJ0555'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED DETER
 KJ0555'1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 KJ0555'ABOUT 3 INCHES.  MARK IS 31 FEET SOUTH OF THE APPROXIMATE CENTER
 KJ0555'OF COUNTY ROAD 34, 21 FEET WEST OF THE CENTER OF A WIRE GATE AND
 KJ0555'TRACK ROAD, 3.2 FEET WEST OF A TELEPHONE LINE POLE AND 2.7 FEET
 KJ0555'EAST OF A METAL WITNESS POST.
 KJ0555'
 KJ0555'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KJ0555'3-3/4 MILES EAST OF DEER TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0616 ***********************************************************************
 HL0616  DESIGNATION -  DEVIL
 HL0616  PID         -  HL0616
 HL0616  STATE/COUNTY-  CO/ARCHULETA
 HL0616  USGS QUAD   -  DEVIL MOUNTAIN (1964)
 HL0616
 HL0616                         *CURRENT SURVEY CONTROL
 HL0616  ___________________________________________________________________
 HL0616* NAD 83(1992)-  37 17 03.92670(N)    107 16 33.44173(W)     ADJUSTED  
 HL0616* NAVD 88     -      3038.1    (meters)    9967.     (feet)  VERTCON   
 HL0616  ___________________________________________________________________
 HL0616  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 HL0616  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 HL0616
 HL0616  HORZ ORDER  -  FIRST
 HL0616
 HL0616.The horizontal coordinates were established by classical geodetic methods
 HL0616.and adjusted by the National Geodetic Survey in January 1993..
 HL0616
 HL0616.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0616
 HL0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0616
 HL0616.The geoid height was determined by GEOID03.
 HL0616
 HL0616;                    North         East     Units Scale Factor Converg.
 HL0616;SPC CO S     -   374,858.886   756,922.660   MT  0.99999112   -1 05 21.6
 HL0616;SPC CO S     - 1,229,849.53  2,483,337.09   sFT  0.99999112   -1 05 21.6
 HL0616;UTM  13      - 4,128,853.464   298,236.910   MT  1.00010148   -1 22 45.0
 HL0616
 HL0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0616!SPC CO S     -   0.99952625  x   0.99999112  =   0.99951737
 HL0616!UTM  13      -   0.99952625  x   1.00010148  =   0.99962768
 HL0616
 HL0616|---------------------------------------------------------------------|
 HL0616| PID    Reference Object                     Distance      Geod. Az  |
 HL0616|                                                           dddmmss.s |
 HL0616| CM6339 DEVIL RM 1                            8.672 METERS 06048     |
 HL0616| HL0519 ARCHULETA MESA LOOKOUT TOWER        APPROX.38.6 KM 1374801.3 |
 HL0616| HL0617 DEVIL RM 3                            8.238 METERS 13925     |
 HL0616| CM6340 DEVIL RM 2                            9.878 METERS 30937     |
 HL0616|---------------------------------------------------------------------|
 HL0616
 HL0616                          SUPERSEDED SURVEY CONTROL
 HL0616
 HL0616  NAD 83(1986)-  37 17 03.92515(N)    107 16 33.44516(W) AD(       ) 1
 HL0616  NAD 27      -  37 17 03.91400(N)    107 16 31.28200(W) AD(       ) 1
 HL0616  NGVD 29 (07/19/86) 3036.7    (m)         9963.     (f) VERT ANG       
 HL0616
 HL0616.Superseded values are not recommended for survey control.
 HL0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0616.See file dsdata.txt to determine how the superseded data were derived.
 HL0616
 HL0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB9823728853(NAD 83)
 HL0616_MARKER: DD = SURVEY DISK
 HL0616_SETTING: 80 = SET IN A BOULDER
 HL0616_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HL0616
 HL0616  HISTORY     - Date     Condition        Report By
 HL0616  HISTORY     - 1936     MONUMENTED       USGS
 HL0616  HISTORY     - 1958     GOOD             CGS
 HL0616  HISTORY     - 1960     GOOD             USFS
 HL0616
 HL0616                          STATION DESCRIPTION
 HL0616
 HL0616'DESCRIBED BY US GEOLOGICAL SURVEY 1936 (CP)
 HL0616'STATION IS ABOUT 15 MILES, AIR LINE, SW OF PAGOSA SPRINGS
 HL0616'AND ABOUT 18 MILES, AIR LINE, ENE OF BAYFIELD.  STATION IS
 HL0616'LOCATED ON HIGHEST POINT OF THE MOUNTAIN LOCALLY KNOWN AS
 HL0616'DEVIL MOUNT, A HEAVILY TIMBERED PEAK THAT SLOPES OFF STEEPLY
 HL0616'TO THE E AND N AND GRADUALLY TO THE W AND S.
 HL0616'
 HL0616'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 HL0616'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 HL0616'
 HL0616'SUNETHA, A GOOD AZIMUTH OBJECT IS ABOUT 12 MILES ESE OF DEVIL
 HL0616'AND ON THE HIGHEST POINT OF A GROUP OF LOW BRUSHY HILLS, ABOUT
 HL0616'2-1/2 MILES S AND ABOUT 3-1/2 MILES W OF PAGOSA SPRINGS AND
 HL0616'ABOUT 1/2 MILE S OF U.S. HIGHWAY 160, IN THE NE 1/4 SEC. 32,
 HL0616'T 35 N, R 2 W.
 HL0616'
 HL0616'REACHED AS FOLLOWS FROM PAGOSA SPRINGS COURTHOUSE--GO W ON
 HL0616'U.S. HIGHWAY 160 FOR 23.6 MILES TO SIDE ROAD RIGHT, JUST
 HL0616'BEFORE CROSSING THE PIEDRA RIVER BRIDGE.  TAKE SIDE ROAD
 HL0616'RIGHT AND GO ABOUT 1/4 MILE TO GATE AT THORSONS RANCH, WHERE
 HL0616'ROAD ENDS.  FROM GATE TAKE TRAIL NORTHWARD THAT GOES ALONG
 HL0616'FENCE AND CREEK FOR ABOUT 1/4 MILE TO FORKS AT SIGN HORSE
 HL0616'MOUNT TRAIL, TAKE RIGHT FORK AND FOLLOW TRAIL ABOUT 4 MILES
 HL0616'TO FORKS AT SIGN, DEVIL CR. 4 MILES.  TAKE LEFT FORK AND GO
 HL0616'ABOUT 1-1/2 MILES TO FENCE AND GATE, PASS THROUGH GATE AND
 HL0616'GO ABOUT 1-1/2 MILES TO SUMMIT OF MOUNT (WATCH BLAZED TREES
 HL0616'VERY CAREFULLY), TRAIL FROM GATE IS NOT VERY PLAIN,
 HL0616'SWINGING TO LEFT ALONG RIDGE AND THENCE RIGHT ALONG CREST
 HL0616'OF MAIN MOUNT TO HIGHEST POINT AT NE END AND STATION.
 HL0616'A 40 MINUTE DRIVE FROM PAGOSA SPRINGS, 3-1/2 HOUR HORSE
 HL0616'PACK FROM THORSONS RANCH.
 HL0616
 HL0616                          STATION RECOVERY (1958)
 HL0616
 HL0616'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 HL0616'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 HL0616'A FOREST SERVICE LOOKOUT TOWER HAS BEEN BUILT OVER THE STATION
 HL0616'AND AS A RESULT REFERENCE MARK 3 WAS ESTABLISHED AND OCCUPIED
 HL0616'AS AN ECCENTRIC POINT.  A SLIGHT DISCREPANCY WAS FOUND IN
 HL0616'THE DISTANCE TO REFERENCE MARK 1 AND REFERENCE MARK 2 COULD
 HL0616'NOT BE MEASURED TO DUE TO OBSTRUCTION BY LOOKOUT TOWER STEPS
 HL0616'AND LEG OF TOWER.  THERE IS NOW A ROAD LEADING TO THE STATION.
 HL0616'
 HL0616'FOLLOWING IS A COMPLETE NEW DESCRIPTION--
 HL0616'
 HL0616'STATION IS LOCATED ON THE HIGHEST POINT OF A HEAVILY WOODED
 HL0616'HILL KNOWN AS DEVIL MOUNTAIN (ELEVATION 9,957 FEET), ABOUT
 HL0616'15 MILES WEST OF PAGOSA SPRINGS, 4-3/4 MILES NORTH OF U.S.
 HL0616'HIGHWAY 160 AT THE NEAREST POINT, 4 MILES EAST OF THE PIEDRA
 HL0616'RIVER AND 3 MILES WEST OF DEVIL CREEK.
 HL0616'
 HL0616'REACHED FROM THE COURTHOUSE IN PAGOSA SPRINGS BY GOING WESTERLY
 HL0616'ON U.S. HIGHWAY 160 FOR 17.35 MILES TO THE CHIMNEY ROCK CAFE,
 HL0616'STORE AND SERVICE STATION ON THE LEFT, CONTINUE WESTERLY
 HL0616'ON HIGHWAY 160 FOR 0.75 MILE TO A SIDE ROAD RIGHT AND YELLOW
 HL0616'AND BLACK CATTLEGUARD, TURN RIGHT, CROSSING CATTLEGUARD,
 HL0616'AND FOLLOW GRADED FOREST SERVICE ROAD 0.3 MILE TO FORKS, TAKE
 HL0616'RIGHT FORK AS PER SIGN DEVIL MTN. LOOKOUT, FOR 0.95 MILE TO
 HL0616'FORKS, TAKE RIGHT FORK, NORTHERLY, FOR 2.7 MILES TO FORKS,
 HL0616'TAKE LEFT FORK, WESTERLY AND NORTHERLY FOR 3.35 MILES TO
 HL0616'FORKS, TAKE RIGHT FORK, NORTHEASTERLY FOR 0.55 MILE TO
 HL0616'LOOKOUT TOWER AND STATION.
 HL0616'
 HL0616'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 HL0616'DISK, NO STAMPING, CEMENTED IN A DRILL HOLE IN A 1 X 1-1/2 FOOT
 HL0616'BOULDER FLUSH WITH THE GROUND SURFACE.  IT IS SET IN THE
 HL0616'APPROXIMATE CENTER OF THE LOOKOUT TOWER.
 HL0616'
 HL0616'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DEVIL USGS NO
 HL0616'1 1936, CEMENTED IN A DRILL HOLE IN A 2 X 2-1/2 FOOT BOULDER
 HL0616'PROJECTING 7 INCHES.  IT IS 17 FEET EAST OF THE NORTHEAST
 HL0616'LEG OF THE LOOKOUT TOWER.
 HL0616'
 HL0616'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DEVIL USGS NO
 HL0616'2 1936, CEMENTED IN A DRILL HOLE IN A 2 X 4 FOOT BOULDER
 HL0616'PROJECTING 7 INCHES.  IT IS 20 FEET NORTHWEST OF THE NORTHWEST
 HL0616'LEG OF THE LOOKOUT TOWER.
 HL0616'
 HL0616'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED DEVIL USGS NO
 HL0616'3 1958, CEMENTED IN A DRILL HOLE IN 1 X 3 FOOT BOULDER FLUSH
 HL0616'WITH THE GROUND SURFACE.  IT IS 14.5 FEET SOUTHEAST OF THE
 HL0616'SOUTHEAST LEG OF THE LOOKOUT TOWER AND 10.5 FEET EAST-NORTHEAST
 HL0616'OF A 6-INCH SPRUCE TREE.
 HL0616
 HL0616                          STATION RECOVERY (1960)
 HL0616
 HL0616'RECOVERY NOTE BY US FOREST SERVICE 1960
 HL0616'STATION WAS FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0617 ***********************************************************************
 HL0617  DESIGNATION -  DEVIL RM 3
 HL0617  PID         -  HL0617
 HL0617  STATE/COUNTY-  CO/ARCHULETA
 HL0617  USGS QUAD   -  DEVIL MOUNTAIN (1964)
 HL0617
 HL0617                         *CURRENT SURVEY CONTROL
 HL0617  ___________________________________________________________________
 HL0617* NAD 83(1992)-  37 17 03.72378(N)    107 16 33.22413(W)     ADJUSTED  
 HL0617* NAVD 88     -      3026.9    (meters)    9931.     (feet)  VERTCON   
 HL0617  ___________________________________________________________________
 HL0617  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 HL0617  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 HL0617
 HL0617  HORZ ORDER  -  FIRST
 HL0617
 HL0617.The horizontal coordinates were established by classical geodetic methods
 HL0617.and adjusted by the National Geodetic Survey in January 1993..
 HL0617
 HL0617.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0617
 HL0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0617
 HL0617.The geoid height was determined by GEOID03.
 HL0617
 HL0617;                    North         East     Units Scale Factor Converg.
 HL0617;SPC CO S     -   374,852.530   756,927.900   MT  0.99999113   -1 05 21.5
 HL0617;SPC CO S     - 1,229,828.68  2,483,354.29   sFT  0.99999113   -1 05 21.5
 HL0617;UTM  13      - 4,128,847.080   298,242.119   MT  1.00010146   -1 22 44.9
 HL0617
 HL0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0617!SPC CO S     -   0.99952801  x   0.99999113  =   0.99951914
 HL0617!UTM  13      -   0.99952801  x   1.00010146  =   0.99962942
 HL0617
 HL0617:                Primary Azimuth Mark                     Grid Az
 HL0617:SPC CO S     -  ONEAL                                    056 58 56.3
 HL0617:UTM  13      -  ONEAL                                    057 16 19.7
 HL0617
 HL0617|---------------------------------------------------------------------|
 HL0617| PID    Reference Object                     Distance      Geod. Az  |
 HL0617|                                                           dddmmss.s |
 HL0617| HL0599 ONEAL                               APPROX.13.5 KM 0555334.8 |
 HL0617|---------------------------------------------------------------------|
 HL0617
 HL0617                          SUPERSEDED SURVEY CONTROL
 HL0617
 HL0617  NAD 83(1986)-  37 17 03.72215(N)    107 16 33.22747(W) AD(       ) 1
 HL0617  NAD 27      -  37 17 03.71050(N)    107 16 31.06460(W) AD(       ) 1
 HL0617  NGVD 29 (07/19/86) 3025.5    (m)         9926.     (f) VERT ANG       
 HL0617
 HL0617.Superseded values are not recommended for survey control.
 HL0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0617.See file dsdata.txt to determine how the superseded data were derived.
 HL0617
 HL0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB9824228847(NAD 83)
 HL0617_MARKER: DD = SURVEY DISK
 HL0617_SETTING: 80 = SET IN A BOULDER
 HL0617_SP_SET: SET IN DRILL HOLE IN A BOULDER
 HL0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0617+STABILITY: SURFACE MOTION
 HL0617
 HL0617  HISTORY     - Date     Condition        Report By
 HL0617  HISTORY     - 1958     MONUMENTED       USGS
 HL0617
 HL0617                          STATION DESCRIPTION
 HL0617
 HL0617'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 HL0617'STATION IS LOCATED ON THE HIGHEST POINT OF A HEAVILY WOODED
 HL0617'HILL KNOWN AS DEVIL MOUNTAIN (ELEVATION 9,957 FEET), ABOUT
 HL0617'15 MILES WEST OF PAGOSA SPRINGS, 4-3/4 MILES NORTH OF U.S.
 HL0617'HIGHWAY 160 AT THE NEAREST POINT, 4 MILES EAST OF THE PIEDRA
 HL0617'RIVER AND 3 MILES WEST OF DEVIL CREEK.
 HL0617'
 HL0617'REACHED FROM THE COURTHOUSE IN PAGOSA SPRINGS BY GOING WESTERLY
 HL0617'ON U.S. HIGHWAY 160 FOR 17.35 MILES TO THE CHIMNEY ROCK CAFE,
 HL0617'STORE AND SERVICE STATION ON THE LEFT, CONTINUE WESTERLY
 HL0617'ON HIGHWAY 160 FOR 0.75 MILE TO A SIDE ROAD RIGHT AND YELLOW
 HL0617'AND BLACK CATTLEGUARD, TURN RIGHT, CROSSING CATTLEGUARD,
 HL0617'AND FOLLOW GRADED FOREST SERVICE ROAD 0.3 MILE TO FORKS, TAKE
 HL0617'RIGHT FORK AS PER SIGN DEVIL MTN. LOOKOUT, FOR 0.95 MILE TO
 HL0617'FORKS, TAKE RIGHT FORK, NORTHERLY, FOR 2.7 MILES TO FORKS,
 HL0617'TAKE LEFT FORK, WESTERLY AND NORTHERLY FOR 3.35 MILES TO
 HL0617'FORKS, TAKE RIGHT FORK, NORTHEASTERLY FOR 0.55 MILE TO
 HL0617'LOOKOUT TOWER AND STATION.
 HL0617'
 HL0617'MARK 3 IS A STANDARD DISK, STAMPED DEVIL USGS NO
 HL0617'3 1958, CEMENTED IN A DRILL HOLE IN 1 X 3 FOOT BOULDER FLUSH
 HL0617'WITH THE GROUND SURFACE.  IT IS 14.5 FEET SOUTHEAST OF THE
 HL0617'SOUTHEAST LEG OF THE LOOKOUT TOWER AND 10.5 FEET EAST-NORTHEAST
 HL0617'OF A 6-INCH SPRUCE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1932 ***********************************************************************
 KK1932  DESIGNATION -  DEVILS HEAD
 KK1932  PID         -  KK1932
 KK1932  STATE/COUNTY-  CO/DOUGLAS
 KK1932  USGS QUAD   -  DEVILS HEAD (1994)
 KK1932
 KK1932                         *CURRENT SURVEY CONTROL
 KK1932  ___________________________________________________________________
 KK1932* NAD 83(1992)-  39 15 37.01693(N)    105 06 04.53426(W)     ADJUSTED  
 KK1932* NAVD 88     -      2971.6    (meters)    9749.     (feet)  VERTCON   
 KK1932  ___________________________________________________________________
 KK1932  LAPLACE CORR-          -8.21  (seconds)                    DEFLEC99
 KK1932  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 KK1932
 KK1932  HORZ ORDER  -  FIRST
 KK1932
 KK1932.The horizontal coordinates were established by classical geodetic methods
 KK1932.and adjusted by the National Geodetic Survey in January 1993..
 KK1932
 KK1932.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1932
 KK1932.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1932
 KK1932.The geoid height was determined by GEOID03.
 KK1932
 KK1932;                    North         East     Units Scale Factor Converg.
 KK1932;SPC CO C     -   463,278.532   948,814.190   MT  0.99993976   +0 15 05.3
 KK1932;SPC CO C     - 1,519,939.65  3,112,901.22   sFT  0.99993976   +0 15 05.3
 KK1932;UTM  13      - 4,345,665.942   491,263.975   MT  0.99960094   -0 03 50.7
 KK1932
 KK1932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1932!SPC CO C     -   0.99953637  x   0.99993976  =   0.99947616
 KK1932!UTM  13      -   0.99953637  x   0.99960094  =   0.99913750
 KK1932
 KK1932|---------------------------------------------------------------------|
 KK1932| PID    Reference Object                     Distance      Geod. Az  |
 KK1932|                                                           dddmmss.s |
 KK1932| KK1934 DEVILS HEAD RM 1                     16.017 METERS 00300     |
 KK1932| KK1933 DEVILS HEAD                           8.276 METERS 05747     |
 KK1932| CP6974 DEVILS HEAD AZ MK                                  2054534.3 |
 KK1932|---------------------------------------------------------------------|
 KK1932
 KK1932                          SUPERSEDED SURVEY CONTROL
 KK1932
 KK1932  NAD 83(1986)-  39 15 37.01157(N)    105 06 04.53514(W) AD(       ) 1
 KK1932  NAD 27      -  39 15 37.04900(N)    105 06 02.58400(W) AD(       ) 1
 KK1932  NGVD 29 (07/19/86) 2970.4    (m)         9745.     (f) VERT ANG       
 KK1932
 KK1932.Superseded values are not recommended for survey control.
 KK1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1932.See file dsdata.txt to determine how the superseded data were derived.
 KK1932
 KK1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9126445666(NAD 83)
 KK1932_MARKER: DS = TRIANGULATION STATION DISK
 KK1932_SETTING: 80 = SET IN A BOULDER
 KK1932_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KK1932
 KK1932  HISTORY     - Date     Condition        Report By
 KK1932  HISTORY     - 1953     MONUMENTED       CGS
 KK1932  HISTORY     - 1953     GOOD             USGS
 KK1932  HISTORY     - 1977     GOOD             NGS
 KK1932
 KK1932                          STATION DESCRIPTION
 KK1932
 KK1932'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KK1932'THE STATION IS LOCATED ABOUT 19 MILES NORTH-NORTHWEST OF WOODLAND
 KK1932'PARK, 10 MILES SOUTH OF BUFFALO AND 6 MILES EAST OF DECKERS
 KK1932'ON THE SUMMIT OF DEVILS HEAD MOUNTAIN, 12 FEET SOUTH OF THE
 KK1932'SOUTHEAST CORNER OF A FOREST SERVICE LOOKOUT STATION.  IT IS
 KK1932'STAMPED DEVILS HEAD 1953.
 KK1932'
 KK1932'REFERENCE MARK NO. 1 IS 30 FEET NORTHEAST OF THE NORTHEAST
 KK1932'CORNER OF THE LOOKOUT STATION, 7 FEET SOUTHEAST OF A FLAGPOLE,
 KK1932'4 FEET WEST OF A FOOTPATH AND IS ABOUT 6 FEET HIGHER IN ELEVATION
 KK1932'THAN THE STATION.  IT IS STAMPED DEVILS HEAD NO 1 1953.
 KK1932'
 KK1932'THE DENVER MUNICIPAL WATER WORKS MARK WAS USED FOR REFERENCE
 KK1932'MARK NO. 2.  IT IS A 3 INCH BRONZE DISK CEMENTED IN A DRILL
 KK1932'HOLE IN A LARGE BOULDER, 30 FEET EAST OF THE SOUTHEAST CORNER
 KK1932'OF THE LOOKOUT STATION AND IS ABOUT 10 FEET HIGHER IN ELEVATION
 KK1932'THAN THE STATION.  IT IS STAMPED DEVILS HEAD 1932.
 KK1932'
 KK1932'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 43.19 FEET.
 KK1932'
 KK1932'THE AZIMUTH MARK IS ON THE NORTH SLOPE OF A HILL, 65 FEET
 KK1932'NORTH OF THE CENTER OF A GRAVELED ROAD AND 36 FEET NORTHWEST
 KK1932'OF A SIGN DEVILS HEAD FIRE LOOKOUT TOWER.  IT IS STAMPED DEVILS
 KK1932'HEAD 1953.
 KK1932'
 KK1932'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND
 KK1932'THE RAMPART RANGE ROAD, 0.1 MILE EAST OF THE POST OFFICE IN
 KK1932'WOODLAND PARK, GO EAST AND NORTH ON THE RAMPART RANGE ROAD
 KK1932'FOR 3.8 MILES TO A FORK, TAKE LEFT FORK AND CONTINUE NORTH FOR
 KK1932'2.5 MILES TO A FORK.  TAKE LEFT FORK AND CONTINUE NORTH AND
 KK1932'NORTHWEST ON RAMPART RANGE ROAD FOR 17.6 MILES TO A T ROAD
 KK1932'RIGHT, CONTINUE STRAIGHT AHEAD FOR 1.3 MILES TO THE AZIMUTH
 KK1932'MARK ON THE RIGHT AS DESCRIBED, CONTINUE NORTHWEST AND NORTH
 KK1932'FOR 3.2 MILES TO A T INTERSECTION AND SIGN DEVILS HEAD
 KK1932'CAMPGROUND AND TRAIL TO FIRE LOOKOUT.  TURN RIGHT AND GO EAST
 KK1932'AND SOUTHEAST FOR 0.4 MILE TO A FORK, TAKE RIGHT FORK FOR 0.1
 KK1932'MILE TO PICNIC AREA AND END OF TRUCK TRAVEL, FROM THIS POINT
 KK1932'PACK SOUTHEAST UP A WELL MARKED TRAIL FOR ABOUT 2.0 MILES
 KK1932'TO THE SUMMIT OF MOUNTAIN AND STATION JUST SOUTH OF
 KK1932'LOOKOUT STATION AS DESCRIBED.
 KK1932
 KK1932                          STATION RECOVERY (1953)
 KK1932
 KK1932'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 KK1932'STATION MARK--STANDARD DISK, WEDGED IN DRILL HOLE IN BOULDER,
 KK1932'STAMPED ---DEVILS HEAD 1953---.
 KK1932
 KK1932                          STATION RECOVERY (1977)
 KK1932
 KK1932'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1932'THE STATION MARK, REFERENCE MARK 1, DEVILS HEAD DMWW 1932 AND
 KK1932'THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE
 KK1932'DISTANCE TO DEVILS HEAD DMWW 1932 COMPARED FAVORABLY WITH THE
 KK1932'1953 DATA.  THE DIRECTION TO THE MARKS ALSO COMPARED FAVORABLY
 KK1932'WITH THE 1953 DATA.  REFERENCE MARK 1 WAS OCCUPIED AT THIS TIME
 KK1932'AS THE STATION WOULD NOT SEE ALL LINES.  A TRAVERSE CONNECTION
 KK1932'WAS MADE TO REFERENCE MARK 1 AND FROM REFERENCE MARK 1 TO
 KK1932'DEVILS HEAD DMWW 1932.
 KK1932'
 KK1932'THE STATION IS LOCATED 16 MILES WEST-SOUTHWEST OF CASTLE ROCK,
 KK1932'15 MILES SOUTHWEST OF SEDALIA, 6 MILES EAST OF DECKERS, IN PIKE
 KK1932'NATIONAL FOREST AND ON THE SUMMIT OF DEVILS HEAD MOUNTAIN.
 KK1932'
 KK1932'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND
 KK1932'STATE HIGHWAY 67 IN SEDALIA, GO SOUTHWEST ON STATE HIGHWAY 67
 KK1932'FOR 0.5 MILE TO THE JUNCTION WITH STATE HIGHWAY 105.  CONTINUE
 KK1932'SOUTHWEST ON HIGHWAY 67 FOR 9.8 MILES TO COUNTY ROAD 5 (RAMPART
 KK1932'RANGE ROAD) ON THE LEFT.  TURN LEFT AND GO SOUTH ON COUNTY ROAD
 KK1932'5 FOR 6.6 MILES TO A SIDE ROAD LEFT (FOREST SERVICE ROAD 507).
 KK1932'CONTINUE SOUTH ON COUNTY ROAD 5 FOR 2.6 MILES TO A SIDE RAOD
 KK1932'LEFT AND A SIGN WHICH READS DEVILS HEAD CAMPGROUND.  (TO REACH
 KK1932'THE AZIMUTH MARK FROM HERE CONTINUE SOUTH ON COUNTY ROAD 5
 KK1932'FOR 3.5 MILES TO THE MARK ON THE LEFT AT THE SOUTH END OF A
 KK1932'FOREST SERVICE TURNOUT).  TURN LEFT AND GO SOUTHEAST UPHILL
 KK1932'FOR 0.4 MILE TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTH
 KK1932'ON A GRADED ROAD FOR 0.2 MILE TO A PARKING AREA AND THE END
 KK1932'OF TRUCK TRAVEL.  FROM HERE, PACK UPHILL SOUTHEASTERLY
 KK1932'FOR ABOUT 1-3/8 MILES TO A LOOKOUT HOUSE AND THE STATION.
 KK1932'
 KK1932'STATION MARK, STAMPED---DEVILS HEAD 1953---, IS A STANDARD DISK
 KK1932'CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER.  IT IS 23.8
 KK1932'FEET EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF A CATWALK AROUND
 KK1932'A LOOKOUT HOUSE, 11.8 FEET NORTH OF A GUY WIRE ANCHOR AND 10
 KK1932'FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE CATWALK.
 KK1932'
 KK1932'REFERENCE MARK 1, STAMPED---DEVILS HEAD NO 1 1953---, IS A
 KK1932'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER
 KK1932'IT IS 23.5 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE
 KK1932'CATWALK, 8 FEET SOUTHEAST OF A FLAG POLE, 6.5 FEET WEST-
 KK1932'SOUTHWEST OF THE CENTER OF A PATH LEADING TO THE LOOKOUT HOUSE
 KK1932'AND ABOUT 6 FEET HIGHER THAN THE STATION.
 KK1932'
 KK1932'DEVILS HEAD DMWW, STAMPED---DEVILS HEAD 1932---, IS A DENVER
 KK1932'MUNICIPAL WATER WORKS DISK CEMENTED IN A DRILL HOLE IN THE
 KK1932'TOP OF A BOULDER.  IT IS 29 FEET SOUTHEAST OF THE NORTHEAST
 KK1932'CORNER OF THE CATWALK, 25.1 FEET EAST OF THE SOUTHEAST CORNER
 KK1932'OF THE CATWALK AND ABOUT 10 FEET HIGHER THAN THE STATION.
 KK1932'
 KK1932'AZIMUTH MARK, STAMPED---DEVILS HEAD 1953---, IS A STANDARD DISK
 KK1932'CEMENTED IN A DRILL HOLE IN THE TOP OF A BOULDER.  IT IS 65 FEET
 KK1932'EAST OF CENTER OF COUNTY ROAD 5, 123 FEET SOUTH OF A SIGN WHICH
 KK1932'READS FACE OF THE DEVIL AND 4 FEET NORTH OF AN 8-INCH SPRUCE
 KK1932'TREE.
 KK1932'
 KK1932'HEIGHT OF LIGHT SHOWN ABOVE THE STATION MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1933 ***********************************************************************
 KK1933  DESIGNATION -  DEVILS HEAD
 KK1933  PID         -  KK1933
 KK1933  STATE/COUNTY-  CO/DOUGLAS
 KK1933  USGS QUAD   -  DEVILS HEAD (1994)
 KK1933
 KK1933                         *CURRENT SURVEY CONTROL
 KK1933  ___________________________________________________________________
 KK1933* NAD 83(1992)-  39 15 37.16000(N)    105 06 04.24219(W)     ADJUSTED  
 KK1933* NAVD 88     -      2971.6    (meters)    9749.     (feet)  VERTCON   
 KK1933  ___________________________________________________________________
 KK1933  LAPLACE CORR-          -8.23  (seconds)                    DEFLEC99
 KK1933  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 KK1933
 KK1933  HORZ ORDER  -  SECOND
 KK1933
 KK1933.The horizontal coordinates were established by classical geodetic methods
 KK1933.and adjusted by the National Geodetic Survey in January 1993..
 KK1933
 KK1933.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1933
 KK1933.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1933
 KK1933.The geoid height was determined by GEOID03.
 KK1933
 KK1933;                    North         East     Units Scale Factor Converg.
 KK1933;SPC CO C     -   463,282.974   948,821.173   MT  0.99993976   +0 15 05.5
 KK1933;SPC CO C     - 1,519,954.22  3,112,924.13   sFT  0.99993976   +0 15 05.5
 KK1933;UTM  13      - 4,345,670.344   491,270.980   MT  0.99960094   -0 03 50.5
 KK1933
 KK1933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1933!SPC CO C     -   0.99953637  x   0.99993976  =   0.99947616
 KK1933!UTM  13      -   0.99953637  x   0.99960094  =   0.99913750
 KK1933
 KK1933                          SUPERSEDED SURVEY CONTROL
 KK1933
 KK1933  NAD 83(1986)-  39 15 37.15465(N)    105 06 04.24308(W) AD(       ) 2
 KK1933  NAD 27      -  39 15 37.19200(N)    105 06 02.29200(W) AD(       ) 2
 KK1933  NGVD 29 (03/12/92) 2970.4    (m)         9745.     (f) VERT ANG       
 KK1933
 KK1933.Superseded values are not recommended for survey control.
 KK1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1933.See file dsdata.txt to determine how the superseded data were derived.
 KK1933
 KK1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9127145670(NAD 83)
 KK1933_MARKER: DD = SURVEY DISK
 KK1933_SETTING: 80 = SET IN A BOULDER
 KK1933_SP_SET: SET IN DRILL HOLE IN A BOULDER
 KK1933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1933+STABILITY: SURFACE MOTION
 KK1933
 KK1933  HISTORY     - Date     Condition        Report By
 KK1933  HISTORY     - 1953     MONUMENTED       DMWW
 KK1933  HISTORY     - 1977     GOOD             NGS
 KK1933
 KK1933                          STATION DESCRIPTION
 KK1933
 KK1933'DESCRIBED BY DENVER MUNICIPAL WATER WORKS 1953
 KK1933'THE STATION DEVILS HEAD IS LOCATED ABOUT 19 MILES N-NW OF WOODLAND
 KK1933'PARK, 10 MILES SOUTH OF BUFFALO AND 6 MILES EAST OF DECKERS
 KK1933'ON THE SUMMIT OF DEVILS HEAD MOUNTAIN, 12 FEET SOUTH OF THE
 KK1933'SOUTHEAST CORNER OF A FOREST SERVICE LOOKOUT STATION.  IT IS
 KK1933'STAMPED DEVILS HEAD 1953.
 KK1933'
 KK1933'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND
 KK1933'THE RAMPART RANGE ROAD, 0.1 MILE EAST OF THE POST OFFICE IN
 KK1933'WOODLAND PARK, GO EAST AND NORTH ON THE RAMPART RANGE ROAD
 KK1933'FOR 3.8 MILES TO A FORK, TAKE LEFT FORK AND CONTINUE NORTH FOR
 KK1933'2.5 MILES TO A FORK.  TAKE LEFT FORK AND CONTINUE NORTH AND
 KK1933'NORTHWEST ON RAMPART RANGE ROAD FOR 17.6 MILES TO A T ROAD
 KK1933'RIGHT.  CONTINUE NORTHWEST AND NORTH
 KK1933'FOR 3.2 MILES TO A T INTERSECTION AND SIGN DEVILS HEAD
 KK1933'CAMPGROUND AND TRAIL TO FIRE LOOKOUT.  TURN RIGHT AND GO EAST
 KK1933'AND SOUTHEAST FOR 0.4 MILE TO A FORK, TAKE RIGHT FORK FOR 0.1
 KK1933'MILE TO PICNIC AREA AND END OF TRUCK TRAVEL, FROM THIS POINT
 KK1933'PACK SOUTHEAST UP A WELL MARKED TRAIL FOR ABOUT 2.0 MILES
 KK1933'TO THE SUMMIT OF MOUNTAIN AND STATION JUST SOUTH OF
 KK1933'LOOKOUT STATION AS DESCRIBED.
 KK1933'
 KK1933'THE DENVER MUNICIPAL WATER WORKS MARK WAS USED FOR REFERENCE
 KK1933'MARK NO. 2.  IT IS A 3 INCH BRONZE DISK CEMENTED IN A DRILL
 KK1933'HOLE IN A LARGE BOULDER, 30 FEET EAST OF THE SOUTHEAST CORNER
 KK1933'OF THE LOOKOUT STATION AND IS ABOUT 10 FEET HIGHER IN ELEVATION
 KK1933'THAN THE STATION.  IT IS STAMPED DEVILS HEAD 1932.
 KK1933
 KK1933                          STATION RECOVERY (1977)
 KK1933
 KK1933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1933'THE MARK WAS RECOVERED IN GOOD CONDITION.
 KK1933'
 KK1933'THE STATION IS LOCATED 15 MILES SOUTHWEST OF SEDALIA, 12 MILES
 KK1933'EAST-NORTHEAST OF LARKSPUR, 6 MILES EAST OF DECKERS, IN PIKE
 KK1933'NATIONAL FOREST AND ON THE SUMMIT OF DEVILS HEAD MOUNTAIN.
 KK1933'
 KK1933'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND
 KK1933'STATE HIGHWAY 67 IN SEDALIA, GO SOUTHWEST ON STATE HIGHWAY 67
 KK1933'FOR 0.5 MILE TO THE JUNCTION WITH STATE HIGHWAY 105.  CONTINUE
 KK1933'SOUTHWEST ON HIGHWAY 67 FOR 9.8 MILES TO COUNTY ROAD 5 (RAMPART
 KK1933'RANGE ROAD) ON THE LEFT.  TURN LEFT AND GO SOUTH ON COUNTY ROAD
 KK1933'5 FOR 6.6 MILES TO A SIDE ROAD LEFT (FOREST SERVICE ROAD 507).
 KK1933'CONTINUE SOUTH ON COUNTY ROAD 5 FOR 2.6 MILES TO A SIDE RAOD
 KK1933'LEFT AND A SIGN WHICH READS DEVILS HEAD CAMPGROUND.
 KK1933'TURN LEFT AND GO SOUTHEAST UPHILL FOR 0.4
 KK1933'MILE TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTH ON A
 KK1933'GRADED ROAD FOR 0.2 MILE TO A PARKING AREA AND THE END OF
 KK1933'TRUCK TRAVEL.  FROM HERE, PACK UPHILL SOUTHEASTERLY FOR
 KK1933'ABOUT 1-3/8 MILES TO A LOOKOUT HOUSE AND THE STATION.
 KK1933'
 KK1933'STATION MARK, STAMPED---DEVILS HEAD 1932---, IS A DENVER
 KK1933'MUNICIPAL WATER WORKS DISK CEMENTED IN A DRILL HOLE IN THE TOP
 KK1933'OF A BOULDER.  IT IS 29 FEET SOUTHEAST OF THE NORTHEAST CORNER
 KK1933'OF A CATWALK AROUND A LOOKOUT HOUSE AND 25.1 FEET EAST OF THE
 KK1933'SOUTHEAST CORNER OF THE CATWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1934 ***********************************************************************
 KK1934  DESIGNATION -  DEVILS HEAD RM 1
 KK1934  PID         -  KK1934
 KK1934  STATE/COUNTY-  CO/DOUGLAS
 KK1934  USGS QUAD   -  DEVILS HEAD (1994)
 KK1934
 KK1934                         *CURRENT SURVEY CONTROL
 KK1934  ___________________________________________________________________
 KK1934* NAD 83(1992)-  39 15 37.53560(N)    105 06 04.49936(W)     ADJUSTED  
 KK1934* NAVD 88     -      2972.6    (meters)    9753.     (feet)  VERTCON   
 KK1934  ___________________________________________________________________
 KK1934  LAPLACE CORR-          -8.22  (seconds)                    DEFLEC99
 KK1934  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 KK1934
 KK1934  HORZ ORDER  -  SECOND
 KK1934
 KK1934.The horizontal coordinates were established by classical geodetic methods
 KK1934.and adjusted by the National Geodetic Survey in January 1993..
 KK1934
 KK1934.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1934
 KK1934.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1934
 KK1934.The geoid height was determined by GEOID03.
 KK1934
 KK1934;                    North         East     Units Scale Factor Converg.
 KK1934;SPC CO C     -   463,294.530   948,814.957   MT  0.99993977   +0 15 05.4
 KK1934;SPC CO C     - 1,519,992.14  3,112,903.74   sFT  0.99993977   +0 15 05.4
 KK1934;UTM  13      - 4,345,681.930   491,264.830   MT  0.99960094   -0 03 50.7
 KK1934
 KK1934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1934!SPC CO C     -   0.99953621  x   0.99993977  =   0.99947601
 KK1934!UTM  13      -   0.99953621  x   0.99960094  =   0.99913734
 KK1934
 KK1934|---------------------------------------------------------------------|
 KK1934| PID    Reference Object                     Distance      Geod. Az  |
 KK1934|                                                           dddmmss.s |
 KK1934| KK1933 DEVILS HEAD                          13.122 METERS 15158     |
 KK1934| KK1932 DEVILS HEAD                          16.017 METERS 18300     |
 KK1934| KK1954 WIGWAM                              APPROX.19.5 KM 2573222.1 |
 KK1934|---------------------------------------------------------------------|
 KK1934
 KK1934                          SUPERSEDED SURVEY CONTROL
 KK1934
 KK1934  NAD 83(1986)-  39 15 37.53024(N)    105 06 04.50024(W) AD(       ) 2
 KK1934  NAD 27      -  39 15 37.56765(N)    105 06 02.54910(W) AD(       ) 2
 KK1934  NGVD 29 (07/19/86) 2971.4    (m)         9749.     (f) VERT ANG       
 KK1934
 KK1934.Superseded values are not recommended for survey control.
 KK1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1934.See file dsdata.txt to determine how the superseded data were derived.
 KK1934
 KK1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9126545682(NAD 83)
 KK1934_MARKER: DS = TRIANGULATION STATION DISK
 KK1934_SETTING: 80 = SET IN A BOULDER
 KK1934_SP_SET: SET IN DRILL HOLE IN A BOULDER
 KK1934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1934+STABILITY: SURFACE MOTION
 KK1934
 KK1934  HISTORY     - Date     Condition        Report By
 KK1934  HISTORY     - 1977     MONUMENTED       NGS
 KK1934
 KK1934                          STATION DESCRIPTION
 KK1934
 KK1934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1934'THE STATION IS LOCATED 16 MILES WEST-SOUTHWEST OF CASTLE ROCK,
 KK1934'15 MILES SOUTHWEST OF SEDALIA, 12 MILES EAST-NORTHEAST OF
 KK1934'LARKSPUR, 6 MILES EAST OF DECKERS, IN THE PIKE NATIONAL FOREST
 KK1934'AND ON THE SUMMIT OF DEVILS HEAD MOUNTAIN.
 KK1934'
 KK1934'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND
 KK1934'STATE HIGHWAY 67 IN SEDALIA, GO SOUTHWEST ON STATE HIGHWAY 67
 KK1934'FOR 0.5 MILE TO THE JUNCTION WITH STATE HIGHWAY 105.  CONTINUE
 KK1934'SOUTHWEST ON HIGHWAY 67 FOR 9.8 MILES TO COUNTY ROAD 5 (RAMPART
 KK1934'RANGE ROAD) ON THE LEFT.  TURN LEFT AND GO SOUTH ON COUNTY ROAD
 KK1934'5 FOR 6.6 MILES TO A SIDE ROAD LEFT (FOREST SERVICE ROAD 507).
 KK1934'CONTINUE SOUTH ON COUNTY ROAD 5 FOR 2.6 MILES TO A SIDE RAOD
 KK1934'LEFT AND A SIGN WHICH READS DEVILS HEAD CAMPGROUND.
 KK1934'TURN LEFT AND GO SOUTHEAST UPHILL FOR 0.4
 KK1934'MILE TO A FORK.  TAKE THE RIGHT FORK AND GO SOUTH ON A
 KK1934'GRADED ROAD FOR 0.2 MILE TO A PARKING AREA AND THE END OF
 KK1934'TRUCK TRAVEL.  FROM HERE, PACK UPHILL SOUTHEASTERLY FOR
 KK1934'ABOUT 1-3/8 MILES TO A LOOKOUT HOUSE AND THE STATION.
 KK1934'
 KK1934'STATION MARK, STAMPED---DEVILS HEAD NO 1 1953---, IS A STANDARD
 KK1934'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A
 KK1934'BOULDER.  IT IS 23.5 FEET NORTH-NORTHEAST OF THE NORTHEAST
 KK1934'CORNER OF A CATWALK AROUND THE LOOKOUT HOUSE, 8 FEET SOUTHEAST
 KK1934'OF A FLAG POLE AND 6.5 FEET WEST-SOUTHWEST OF THE CENTER OF
 KK1934'A PATH LEADING TO THE LOOKOUT HOUSE.
 KK1934'
 KK1934'DEVILS HEAD, STAMPED---DEVILS HEAD 1953---, IS A STANDARD
 KK1934'STATION MARK DISK CEMENTED IN A DRILL HOLE IN THE TOP OF A
 KK1934'BOULDER.  IT IS 23.8 FEET EAST-SOUTHEAST OF THE SOUTHWEST
 KK1934'CORNER OF THE CATWALK, 11.8 FEET NORTH OF A GUY WIRE ANCHOR,
 KK1934'10 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE CATWALK
 KK1934'AND ABOUT 6 FEET LOWER THAN THE STATION.
 KK1934'
 KK1934'DEVILS HEAD DMWW, STAMPED---DEVILS HEAD 1932---, IS A DENVER
 KK1934'MUNICIPAL WATER WORKS DISK CEMENTED IN A DRILL HOLE IN THE TOP
 KK1934'OF A BOULDER.  IT IS 29 FEET SOUTHEAST OF THE NORTHEAST CORNER
 KK1934'OF THE CATWALK, 25.1 FEET EAST OF THE SOUTHEAST CORNER OF THE
 KK1934'CATWALK AND ABOUT 4 FEET HIGHER THAN THE STATION.
 KK1934'
 KK1934'HEIGHT OF LIGHT SHOWN ABOVE THE STATION MARK WAS 1.3 METERS.
 KK1934'
 KK1934'A TRAVERSE CONNECTION WAS MADE FROM THE STATION TO---DEVILS
 KK1934'HEAD 1953---AND---DEVILS HEAD DMWW 1953---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0693 ***********************************************************************
 LM0693  DESIGNATION -  DEVILS HOLE
 LM0693  PID         -  LM0693
 LM0693  STATE/COUNTY-  CO/RIO BLANCO
 LM0693  USGS QUAD   -  DEVILS HOLE GULCH (1966)
 LM0693
 LM0693                         *CURRENT SURVEY CONTROL
 LM0693  ___________________________________________________________________
 LM0693* NAD 83(1992)-  40 10 57.88578(N)    107 54 01.49090(W)     ADJUSTED  
 LM0693* NAVD 88     -      2649.     (meters)    8691.     (feet)  SCALED    
 LM0693  ___________________________________________________________________
 LM0693  LAPLACE CORR-           8.94  (seconds)                    DEFLEC99
 LM0693  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 LM0693
 LM0693  HORZ ORDER  -  THIRD
 LM0693
 LM0693.The horizontal coordinates were established by classical geodetic methods
 LM0693.and adjusted by the National Geodetic Survey in January 1993..
 LM0693
 LM0693.The orthometric height was scaled from a topographic map.
 LM0693
 LM0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0693
 LM0693.The geoid height was determined by GEOID03.
 LM0693
 LM0693;                    North         East     Units Scale Factor Converg.
 LM0693;SPC CO N     -   401,877.844   710,002.331   MT  0.99995755   -1 33 03.6
 LM0693;SPC CO N     - 1,318,494.23  2,329,399.31   sFT  0.99995755   -1 33 03.6
 LM0693;UTM  13      - 4,452,075.212   253,064.918   MT  1.00035070   -1 52 20.5
 LM0693
 LM0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0693!SPC CO N     -   0.99958692  x   0.99995755  =   0.99954449
 LM0693!UTM  13      -   0.99958692  x   1.00035070  =   0.99993748
 LM0693
 LM0693                          SUPERSEDED SURVEY CONTROL
 LM0693
 LM0693  NAD 83(1992)-  40 10 57.87808(N)    107 54 01.48860(W) AD(       ) 3
 LM0693
 LM0693.Superseded values are not recommended for survey control.
 LM0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0693.See file dsdata.txt to determine how the superseded data were derived.
 LM0693
 LM0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE5306552075(NAD 83)
 LM0693_MARKER: DD = SURVEY DISK
 LM0693_SETTING: 80 = SET IN A BOULDER
 LM0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0693+STABILITY: SURFACE MOTION
 LM0693
 LM0693  HISTORY     - Date     Condition        Report By
 LM0693  HISTORY     - 1910     MONUMENTED       USGS
 LM0693  HISTORY     - 1963     GOOD             USGS
 LM0693
 LM0693                          STATION DESCRIPTION
 LM0693
 LM0693'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LM0693'RECOVERED AND REDESCRIBED AS FOLLOWS
 LM0693'
 LM0693'CRAIG, COLORADO, JUNCTION OF U.S. HIGHWAY 40 AND COLORADO STATE
 LM0693'HIGHWAYS 13 AND 789, W. END OF CRAIG, S. 25.7 MI. ALONG STATE
 LM0693'HIGHWAYS 13 AND 789, THENCE RIGHT 1.8 MI. ALONG MOFFAT COUNTY ROAD
 LM0693'32, THENCE LEFT, CONTINUING ON 32 1.1 MI., THENCE LEFT 9.9 MI. ALONG
 LM0693'MOFFAT COUNTY ROAD 51, TO TEXACO FIELD OFFICE FOR THE WILSON CREEK
 LM0693'OIL FIELD, BEAR LEFT, KEEPING TO MAIN GRAVELED RD. TO MEEKER 1.1 MI.
 LM0693'TO WHERE RD. CROSSES RIDGE, THENCE LEFT, KEEPING TO GRAVELED RD.
 LM0693'NEAREST THE TOP AND ON THE S. SIDE OF RIDGE, 1.0 MI. TO OIL WELL
 LM0693'AND SLIDE AREA, THENCE 0.6 MI. ALONG TRACK RD. TO WHERE RD. CROSSES
 LM0693'RIDGE, THENCE LEFT 0.2 MI., UP RIDGE, TO GRAVEL PIT AND END OF TRUCK
 LM0693'TRAVEL.  FROM HERE PACK UP STEEP HILL TO TOP AND STATION, 10 MINUTE
 LM0693'PACK.
 LM0693'
 LM0693'STATION MARK--STANDARD DISK CEMENTED IN THE TOP OF A BOULDER AND
 LM0693'SURROUNDED BY A 4 FT. CAIRN.  DISK UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1091 ***********************************************************************
 JK1091  DESIGNATION -  DEVINE
 JK1091  PID         -  JK1091
 JK1091  STATE/COUNTY-  CO/PUEBLO
 JK1091  USGS QUAD   -  DEVINE (1974)
 JK1091
 JK1091                         *CURRENT SURVEY CONTROL
 JK1091  ___________________________________________________________________
 JK1091* NAD 83(1992)-  38 18 11.66433(N)    104 27 25.18803(W)     ADJUSTED  
 JK1091* NAVD 88     -      1473.60   (+/-2cm)    4834.6    (feet)  VERTCON   
 JK1091  ___________________________________________________________________
 JK1091  LAPLACE CORR-          -5.79  (seconds)                    DEFLEC99
 JK1091  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 JK1091
 JK1091  HORZ ORDER  -  THIRD
 JK1091  VERT ORDER  -  THIRD ? (See Below)
 JK1091
 JK1091.The horizontal coordinates were established by classical geodetic methods
 JK1091.and adjusted by the National Geodetic Survey in January 1993..
 JK1091
 JK1091.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1091.The vertical order pertains to the NGVD 29 superseded value.
 JK1091
 JK1091.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1091
 JK1091.The geoid height was determined by GEOID03.
 JK1091
 JK1091;                    North         East     Units Scale Factor Converg.
 JK1091;SPC CO S     -   486,947.489 1,005,629.041   MT  0.99997884   +0 38 23.1
 JK1091;SPC CO S     - 1,597,593.55  3,299,301.28   sFT  0.99997884   +0 38 23.1
 JK1091;UTM  13      - 4,239,600.457   547,477.428   MT  0.99962776   +0 20 11.7
 JK1091
 JK1091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1091!SPC CO S     -   0.99977192  x   0.99997884  =   0.99975077
 JK1091!UTM  13      -   0.99977192  x   0.99962776  =   0.99939977
 JK1091
 JK1091:                Primary Azimuth Mark                     Grid Az
 JK1091:SPC CO S     -  WATER TANK 2                             098 23 19.3
 JK1091:UTM  13      -  WATER TANK 2                             098 41 30.7
 JK1091
 JK1091|---------------------------------------------------------------------|
 JK1091| PID    Reference Object                     Distance      Geod. Az  |
 JK1091|                                                           dddmmss.s |
 JK1091| JK1088 WATER TANK 2                        APPROX.11.5 KM 0990142.4 |
 JK1091| JK1089 WATER TANK 1                        APPROX.10.4 KM 1050918.6 |
 JK1091| JK0019 K 349                               APPROX. 4.3 KM 2383946.7 |
 JK1091|---------------------------------------------------------------------|
 JK1091
 JK1091                          SUPERSEDED SURVEY CONTROL
 JK1091
 JK1091  NAD 83(1986)-  38 18 11.65152(N)    104 27 25.18354(W) AD(       ) 3
 JK1091  NAD 27      -  38 18 11.64997(N)    104 27 23.28783(W) AD(       ) 3
 JK1091  NGVD 29 (07/19/86) 1472.76   (m)         4831.9    (f) LEVELING    3  
 JK1091
 JK1091.Superseded values are not recommended for survey control.
 JK1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1091.See file dsdata.txt to determine how the superseded data were derived.
 JK1091
 JK1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC4747739600(NAD 83)
 JK1091_MARKER: DD = SURVEY DISK
 JK1091_SETTING: 0 = UNSPECIFIED SETTING
 JK1091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK1091
 JK1091  HISTORY     - Date     Condition        Report By
 JK1091  HISTORY     - 1954     MONUMENTED       USGS
 JK1091
 JK1091                          STATION DESCRIPTION
 JK1091
 JK1091'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JK1091'STATION IS LOCATED ABOUT 2 MI. N. OF THE DEVINE STATION ON THE
 JK1091'ATCHISON, TOPEKA, AND SANTA FE RAILROAD IN PUEBLO COUNTY, COLORADO,
 JK1091'IN THE SW. 1/4 SEC. 16, T 20 S, R 63 W.
 JK1091'
 JK1091'TO REACH FROM THE DEVINE RAILROAD STATION, COLORADO, GO E. ON STATE
 JK1091'HIGHWAY 96 FOR 0.7 MI. TO A SIDE RD. ON LEFT, THENCE N. THRU
 JK1091'COLORADO INTERSTATE GAS CO. YARDS 0.3 MI. TO A LOCKED GATE ON PIPE
 JK1091'LINE RD. (SECURE KEY FROM GAS OFFICE), THENCE NW. ALONG PIPE LINE
 JK1091'RD. 1.7 MI. TO A TRACK RD. ON RIGHT, THENCE NE. 0.3 MI. ALONG TRACK
 JK1091'RD. TO TOP OF SLIGHT RIDGE, THENCE S. AND SW. ALONG CURVING RIDGE
 JK1091'0.3 MI. TO HIGHEST PART OF RIDGE AND STATION.
 JK1091'
 JK1091'STATION MARK--A USGS STANDARD TRIANGULATION TABLET, STAMPED ---DEVINE
 JK1091'1955 EL. 4832---, AND SET IN THE TOP OF A CONCRETE POST, PROJECTING
 JK1091'0.3 FT. ABOVE GROUND.
 JK1091'
 JK1091'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1152 ***********************************************************************
 JK1152  DESIGNATION -  DEWC 1
 JK1152  PID         -  JK1152
 JK1152  STATE/COUNTY-  CO/EL PASO
 JK1152  USGS QUAD   -  FALCON (1975)
 JK1152
 JK1152                         *CURRENT SURVEY CONTROL
 JK1152  ___________________________________________________________________
 JK1152* NAD 83(1992)-  38 59 57.66337(N)    104 37 29.31905(W)     ADJUSTED  
 JK1152* NAVD 88     -      2258.     (meters)    7408.     (feet)  SCALED    
 JK1152  ___________________________________________________________________
 JK1152  LAPLACE CORR-          -8.16  (seconds)                    DEFLEC99
 JK1152  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 JK1152
 JK1152  HORZ ORDER  -  THIRD
 JK1152
 JK1152.The horizontal coordinates were established by classical geodetic methods
 JK1152.and adjusted by the National Geodetic Survey in January 1993..
 JK1152
 JK1152.The orthometric height was scaled from a topographic map.
 JK1152
 JK1152.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1152
 JK1152.The geoid height was determined by GEOID03.
 JK1152
 JK1152;                    North         East     Units Scale Factor Converg.
 JK1152;SPC CO C     -   434,601.917   990,211.098   MT  0.99993748   +0 33 07.1
 JK1152;SPC CO C     - 1,425,856.46  3,248,717.58   sFT  0.99993748   +0 33 07.1
 JK1152;UTM  13      - 4,316,771.498   532,488.632   MT  0.99961300   +0 14 10.0
 JK1152
 JK1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1152!SPC CO C     -   0.99964856  x   0.99993748  =   0.99958607
 JK1152!UTM  13      -   0.99964856  x   0.99961300  =   0.99926170
 JK1152
 JK1152:                Primary Azimuth Mark                     Grid Az
 JK1152:SPC CO C     -  EL PASO WEST BASE                        126 14 33.7
 JK1152:UTM  13      -  EL PASO WEST BASE                        126 33 30.8
 JK1152
 JK1152|---------------------------------------------------------------------|
 JK1152| PID    Reference Object                     Distance      Geod. Az  |
 JK1152|                                                           dddmmss.s |
 JK1152| JK1147 EL PASO WEST BASE                   APPROX. 3.9 KM 1264740.8 |
 JK1152|---------------------------------------------------------------------|
 JK1152
 JK1152                          SUPERSEDED SURVEY CONTROL
 JK1152
 JK1152  NAD 83(1986)-  38 59 57.65511(N)    104 37 29.31437(W) AD(       ) 3
 JK1152  NAD 27      -  38 59 57.68400(N)    104 37 27.41565(W) AD(       ) 3
 JK1152
 JK1152.Superseded values are not recommended for survey control.
 JK1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1152.See file dsdata.txt to determine how the superseded data were derived.
 JK1152
 JK1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED3248916771(NAD 83)
 JK1152
 JK1152  HISTORY     - Date     Condition        Report By
 JK1152  HISTORY     - 1947     MONUMENTED       USGS
 JK1152  HISTORY     - 1961     GOOD             USE
 JK1152  HISTORY     - 19960808 MARK NOT FOUND   USPSQD
 JK1152
 JK1152                          STATION DESCRIPTION
 JK1152
 JK1152'DESCRIBED BY US ENGINEERS 1961
 JK1152'STATION IS LOCATED IN SW. 1/4 OF SW. 1/4 OF SEC. 13, T 12 S, R 65 W.
 JK1152'
 JK1152'STATION IS BEST REACHED FROM THE TOWN OF FALCON, COLORADO, LOCATED ON
 JK1152'THE CHICAGO, ROCK ISLAND, AND PACIFIC RAILROAD, ABOUT 25 MI. NE. OF
 JK1152'COLORADO SPRINGS.  GO N. ON SECTION LINE RD. FROM FALCON 3.5 MI.,
 JK1152'THENCE W. 1 MI. AND N. 1 MI. TO T-RD. W.  STATION IS LOCATED NE. OF
 JK1152'T-RD. W. 436 FT. ON SMALL HILL.
 JK1152'
 JK1152'STATION MARK--STANDARD USGS BRONZE BM TABLET SET IN POURED CONCRETE
 JK1152'POST ABOUT 6 IN. SQUARE ON TOP AND PROJECTING ABOUT 2 IN. ABOVE
 JK1152'SURFACE OF GROUND AND STAMPED ---DEWC-1 1947---.
 JK1152'
 JK1152'REFERENCE MARKS--NONE.
 JK1152
 JK1152                          STATION RECOVERY (1996)
 JK1152
 JK1152'RECOVERY NOTE BY US POWER SQUADRON 1996
 JK1152'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1258 ***********************************************************************
 LL1258  CBN         -  This is a Cooperative Base Network Control Station.
 LL1258  DESIGNATION -  DEWEY
 LL1258  PID         -  LL1258
 LL1258  STATE/COUNTY-  CO/WELD
 LL1258  USGS QUAD   -  GALETON (1960)
 LL1258
 LL1258                         *CURRENT SURVEY CONTROL
 LL1258  ___________________________________________________________________
 LL1258* NAD 83(1992)-  40 30 25.44073(N)    104 33 18.01278(W)     ADJUSTED  
 LL1258* NAVD 88     -      1495.6    (meters)    4907.     (feet)  GPS OBS   
 LL1258  ___________________________________________________________________
 LL1258  X           -  -1,220,722.026 (meters)                     COMP
 LL1258  Y           -  -4,701,557.687 (meters)                     COMP
 LL1258  Z           -   4,121,916.118 (meters)                     COMP
 LL1258  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 LL1258  ELLIP HEIGHT-        1477.26  (meters)          (10/21/02) GPS OBS
 LL1258  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 LL1258
 LL1258  HORZ ORDER  -  B
 LL1258  ELLP ORDER  -  FOURTH    CLASS II
 LL1258
 LL1258.The horizontal coordinates were established by GPS observations
 LL1258.and adjusted by the National Geodetic Survey in May 1992..
 LL1258
 LL1258.The orthometric height was determined by GPS observations and a
 LL1258.high-resolution geoid model.
 LL1258
 LL1258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1258
 LL1258.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1258
 LL1258.The ellipsoidal height was determined by GPS observations
 LL1258.and is referenced to NAD 83.
 LL1258
 LL1258.The geoid height was determined by GEOID03.
 LL1258
 LL1258;                    North         East     Units Scale Factor Converg.
 LL1258;SPC CO N     -   435,549.454   994,494.485   MT  0.99996683   +0 36 38.1
 LL1258;SPC CO N     - 1,428,965.17  3,262,770.66   sFT  0.99996683   +0 36 38.1
 LL1258;UTM  13      - 4,484,134.254   537,702.368   MT  0.99961750   +0 17 20.6
 LL1258
 LL1258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1258!SPC CO N     -   0.99976832  x   0.99996683  =   0.99973516
 LL1258!UTM  13      -   0.99976832  x   0.99961750  =   0.99938591
 LL1258
 LL1258|---------------------------------------------------------------------|
 LL1258| PID    Reference Object                     Distance      Geod. Az  |
 LL1258|                                                           dddmmss.s |
 LL1258| CP6977 DEWEY RM 1                           54.901 METERS 08152     |
 LL1258| CP6976 DEWEY RM                            136.190 METERS 12956     |
 LL1258| LL1259 VOR GILL RADIO GLL                  393.225 METERS 15439     |
 LL1258| CP6975 DEWEY AZ MK                                        1561223.2 |
 LL1258| CP6979 DEWEY RM 2 RESET                                   17257     |
 LL1258| CP6981 DEWEY RM 4                            9.118 METERS 17310     |
 LL1258| LL1220 LA SALLE TANK NEAR COAL CHUTE       APPROX.22.0 KM 2154104.6 |
 LL1258| LL1224 GREELEY SUGAR FACTORY CHIMNEY       APPROX.14.3 KM 2262058.1 |
 LL1258| LL1221 GREELY TALL TANK                    APPROX.14.3 KM 2263635.5 |
 LL1258| LL1261 EATON SUGAR FACTORY CHIMNEY         APPROX.13.1 KM 2792602.0 |
 LL1258| LL1262 NUNN SCHOOLHOUSE BELFRY             APPROX.29.5 KM 3184246.1 |
 LL1258| CP6978 DEWEY RM 2                                         35334     |
 LL1258|---------------------------------------------------------------------|
 LL1258
 LL1258                          SUPERSEDED SURVEY CONTROL
 LL1258
 LL1258  ELLIP H (05/26/92) 1477.29   (m)                       GP(       ) 4 1
 LL1258  NAD 83(1986)-  40 30 25.42766(N)    104 33 18.00787(W) AD(       ) 1
 LL1258  NAD 27      -  40 30 25.49800(N)    104 33 16.16300(W) AD(       ) 1
 LL1258  NGVD 29 (06/11/92) 1494.8    (m)         4904.     (f) GPS OBS        
 LL1258
 LL1258.Superseded values are not recommended for survey control.
 LL1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1258.See file dsdata.txt to determine how the superseded data were derived.
 LL1258
 LL1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE3770284134(NAD 83)
 LL1258_MARKER: P = PIPE CAP
 LL1258_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LL1258_SP_SET: METAL PIPE DRIVEN INTO GROUND
 LL1258_STAMPING: DEWEY 1912 4904 VABM
 LL1258_MARK LOGO: USGS  
 LL1258_MAGNETIC: P = MARKER IS A STEEL PIPE
 LL1258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1258+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1996
 LL1258
 LL1258  HISTORY     - Date     Condition        Report By
 LL1258  HISTORY     - 1912     MONUMENTED       CGS
 LL1258  HISTORY     - 1912     GOOD             USGS
 LL1258  HISTORY     - 1935     GOOD             CGS
 LL1258  HISTORY     - 1939     GOOD             USGS
 LL1258  HISTORY     - 1959     GOOD             CGS
 LL1258  HISTORY     - 1959     GOOD             USGS
 LL1258  HISTORY     - 1960     GOOD             CGS
 LL1258  HISTORY     - 1974     GOOD             NGS
 LL1258  HISTORY     - 1976     GOOD             NGS
 LL1258  HISTORY     - 19910515 GOOD             NGS
 LL1258  HISTORY     - 19960124 GOOD             MSAM
 LL1258
 LL1258                          STATION DESCRIPTION
 LL1258
 LL1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (CVH)
 LL1258'THIS STATION IS IDENTICAL WITH THE UNITED STATES GEOLOGICAL
 LL1258'SURVEY STATION OF THE SAME NAME.  IT IS 8 MILES EAST AND 1 MILE
 LL1258'SOUTH OF EATON, A TOWN ON THE UNION PACIFIC RAILROAD, AND
 LL1258'1-1/2 MILES EAST AND 1 MILE SOUTH OF GALETON, A NEW TOWN ON
 LL1258'A BRANCH OF THE UNION PACIFIC RAILROAD.  THE STATION IS ON A
 LL1258'ROUND-TOPPED KNOLL ON THE OPEN PRAIRIE NEAR THE CENTER OF THE
 LL1258'NORTH SIDE OF SEC. 9, T. 6 N., R. 64 W., AND IS MARKED BY A
 LL1258'UNITED STATES GEOLOGICAL SURVEY IRON-PIPE BENCH MARK
 LL1258'PROJECTING ABOUT 20 INCHES ABOVE THE SURFACE OF THE GROUND.  A
 LL1258'REFERENCE MARK, IS 136.190 METERS
 LL1258'(446.82 FEET), FROM THE STATION S 50 DEG 04 MIN E.
 LL1258'AZIMUTH AND LATITUDE OBSERVATIONS WERE MADE AT THIS STATION.
 LL1258
 LL1258                          STATION RECOVERY (1912)
 LL1258
 LL1258'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1912
 LL1258'RECOVERED IN GOOD CONDITION.
 LL1258
 LL1258                          STATION RECOVERY (1935)
 LL1258
 LL1258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LL1258'THE STATION IS LOCATED 1-1/2 MILES EAST AND 1 MILE SOUTH OF THE
 LL1258'TOWN OF GALETON, COLORADO (A SMALL TOWN ON THE UNION PACIFIC
 LL1258'RAILROAD) 8 MILES EAST AND 1 MILE SOUTH OF THE TOWN OF EATON,
 LL1258'COLORADO.  IT IS ON A HIGH SANDY KNOLL IN THE NORTHWEST QUARTER
 LL1258'OF THE NORTHEAST QUARTER OF SEC. 8, T. 6 N., R. 64 W., THE
 LL1258'STATION IS IDENTICAL WITH THE UNITED STATES GEOLOGICAL SURVEY
 LL1258'STATION OF THE SAME NAME.
 LL1258'
 LL1258'THE STATION MARK LIES 1/2 MILE EAST OF THE GRADED SECTION-LINE
 LL1258'ROAD BETWEEN SECTIONS 7 AND 8, 1/2 MILE EAST-NORTHEAST OF THE
 LL1258'FARM BUILDINGS OF MR. FRED RUTT, 300 FEET SOUTH OF THE SOUTH
 LL1258'LANE FENCE OF THE LANE BETWEEN SECTIONS 5 AND 8, AT A POINT
 LL1258'IN THE LANE WHERE A FENCE T-INTERSECTION LIES NORTH OF IT.
 LL1258'THE MARK IS ON THE HIGHEST POINT OF THE HILL AND BEARS 290
 LL1258'DEGREES MAGNETIC FROM THE PLATFORM OF MR. R.R. RENNERS
 LL1258'FARMHOUSE (MR. RENNER OWNS THE RENDERING PLANT IN GREELET,
 LL1258'COLORADO.) IT IS A STANDARD UNITED STATES GEOLOGICAL
 LL1258'SURVEY BRASS CAP BENCH MARK STAMPED DEWEY-1912, AND
 LL1258'PROJECTS 20 INCHES.
 LL1258'
 LL1258'REFERENCE MARK NO. 1 LIES EAST BY NORTH OF THE STATION.  IT
 LL1258'IS MARKED, AND IS STAMPED DEWEY 1935
 LL1258'NO. 1, IT PROJECTS 4 INCHES.
 LL1258'
 LL1258'REFERENCE MARK 1912 LIES NORTH BY WEST OF THE STATION.  IT IS
 LL1258'2 FEET NORTH OF THE SOUTH LANE RIGHT-OF-WAY FENCE.  IT IS A
 LL1258'CYLINDRICAL CONCRETE POST SET.  IT IS
 LL1258'0.4 FOOT IN DIAMETER AND HAS A 20-PENNY NAIL PROJECTING 0.1
 LL1258'FOOT FROM THE CENTER, POINT UP.  IT PROJECTS 4 INCHES.
 LL1258'
 LL1258'THE AZIMUTH MARK LIES 0.35 MILE SOUTH-SOUTHEAST OF THE STATION,
 LL1258'ON A KNOLL SLIGHTLY LOWER THAN THE STATION KNOLL, AND IN
 LL1258'THE APPROXIMATE CENTER OF THE SECTION.  IT IS MARKED
 LL1258'AND IS STAMPED DEWEY 1935.  IT PROJECTS 6 INCHES.
 LL1258'
 LL1258'AN 8-FOOT STAND CLEARS ALL LINES FROM THIS STATION.
 LL1258'
 LL1258'NOTE--THE SECTION LOCATION OF THIS STATION WAS GIVEN AS NO. 9.
 LL1258'THIS IS WRONG.  THE CORRECT SECTION IS GIVEN IN THE FOREGOING
 LL1258'DESCRIPTION.  IT WAS IMPOSSIBLE TO CHECK THE MEASUREMENT GIVEN
 LL1258'IN THE ORIGINAL DESCRIPTION.
 LL1258
 LL1258                          STATION RECOVERY (1939)
 LL1258
 LL1258'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1939
 LL1258'LETTER OF UNITED STATES GEOLOGICAL SURVEY DATED MARCH 24, 1939--THE
 LL1258'IRON POST ON THE PROPERTY ON SEC. 9, T. 6 N., R. 64 W., NEAR
 LL1258'GILL, IN WELD COUNTY, COLORADO, IS IDENTIFIED AS TRIANGULATION
 LL1258'STATION DEW, ESTABLISHED BY THE GEOLOGICAL SURVEY IN 1906.
 LL1258'THIS POINT WAS RECOVERED IN 1912 BY THE U.S. COAST AND GEODETIC
 LL1258'SURVEY AND ADDITIONAL OBSERVATIONS WERE MADE AT THE TIME TO
 LL1258'CONTIGUOUS TRIANGULATION STATIONS.  THE STATION IS DESIGNATED
 LL1258'DEWEY BY THE U.S. COAST AND GEODETIC SURVEY.
 LL1258
 LL1258                          STATION RECOVERY (1959)
 LL1258
 LL1258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 LL1258'STATION, AZIMUTH, AND REFERENCE MARK NO. 1 RECOVERED IN GOOD
 LL1258'CONDITION.  REFERENCE MARK (1912) FOUND WITH TOP BROKEN OFF.
 LL1258'ANGLE BETWEEN AZIMUTH MARK AND REFERENCE MARK NO. 1 AND DISTANCE
 LL1258'TO REFERENCE MARK NO. 1 CHECKED AND FOUND CORRECT.  DESCRIPTION
 LL1258'ADEQUATE AND CORRECT EXCEPT FOR THE FOLLOWING.  STATION AND
 LL1258'REFERENCE MARK NO. 1 ARE IN A CULTIVATED AREA.  AZIMUTH MARK
 LL1258'IS 27.3 FEET NORTHWEST OF SOUTHWEST CORNER OF GAA*-VOR FACILITY
 LL1258'BUILDING, 27.2 FEET SOUTHWEST OF NORTHWEST CORNER OF BUILDING,
 LL1258'5.5 FEET WEST OF WOOD FENCE AROUND BUILDING AND PROJECTS
 LL1258'ABOUT 18 INCHES.
 LL1258
 LL1258                          STATION RECOVERY (1959)
 LL1258
 LL1258'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959 (FMD)
 LL1258'STATION ESTABLISHED IN 1906 BY FRANK TWEEDY (USGS), CALLED ---DEW---,
 LL1258'IT WAS PROBABLY UNSTAMPED.
 LL1258'
 LL1258'RECOVERED IN 1912 BY NGS, AT WHICH TIME TABLET WAS PROBABLY STAMPED
 LL1258'---DEWEY 1912---.
 LL1258'
 LL1258'THE STATION MARK WAS FOUND AS DESCRIBED.  THE REFERENCE MARKS WERE
 LL1258'SEARCHED FOR BUT NOT FOUND.  NEW REFERENCE MARKS WERE SET AND
 LL1258'REDESCRIBED IN 1948.
 LL1258'
 LL1258'STATION MARK--STANDARD USGS BRASS CAP BENCH MARK, STAMPED ---DEWEY
 LL1258'1912---, PROJECTING 20 IN. ABOVE GROUND.
 LL1258'
 LL1258'REFERENCE MARK NO. 1--STANDARD RM TABLET, STAMPED ---NO. 1 DEWEY
 LL1258'1948---, SET IN TOP OF CONCRETE POST, LOCATED 180.2 FT. FROM STATION
 LL1258'MARK, S 81 DEG 52 MIN W.
 LL1258'
 LL1258'REFERENCE MARK NO. 2--STANDARD RM TABLET, STAMPED ---NO. 2 DEWEY
 LL1258'1948---, SET IN TOP OF CONCRETE POST, LOCATED 100.75 FT. FROM STATION
 LL1258'MARK, N 08 DEG 54 MIN W.
 LL1258
 LL1258                          STATION RECOVERY (1960)
 LL1258
 LL1258'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CTH)
 LL1258'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK
 LL1258'WERE RECOVERED AS DESCRIBED IN 1935.  A NEW REFERENCE MARK WAS
 LL1258'ESTABLISHED, AND A NEW DESCRIPTION FOLLOWS.
 LL1258'
 LL1258'THE STATION IS LOCATED 8-1/2 MILES, AIRLINE NORTHEAST OF GREELEY,
 LL1258'2 MILES SOUTHEAST OF GALETON AND 0.25 MILES NORTHWEST OF A
 LL1258'VOR STATION IN SECTION 9, T. 6 N., R. 64 W. ON THE HIGHEST
 LL1258'POINT OF A CULTIVATED FIELD.
 LL1258'
 LL1258'TO REACH THE STATION FROM THE POST OFFICE IN GALETON GO EAST
 LL1258'ON AN OILED ROAD FOR 2 MILES TO A CROSSROAD.  TURN RIGHT, SOUTH
 LL1258'AND GO 1 MILE TO A CROSSROAD.  TURN RIGHT, WEST AND GO 0.3 MILE
 LL1258'TO A METAL GATE ON THE LEFT.  (TO REACH THE AZIMUTH MARK TURN
 LL1258'LEFT THROUGH THE GATE AND GO SOUTH ON A TRACK ROAD FOR 0.3 MILE
 LL1258'TO THE MARK AS DESCRIBED.) TURN LEFT THROUGH THE METAL GATE,
 LL1258'THENCE RIGHT ALONG THE SOUTH SIDE OF THE FENCE FOR 0.1 MILE
 LL1258'THENCE TURN LEFT, SOUTH FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 LL1258'
 LL1258'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK.  IT
 LL1258'IS A BRASS CAP SET ON TOP OF A THREE INCH IRON PIPE WHICH
 LL1258'PROJECTS 20 INCHES AND IS STAMPED DEWEY 1912 ELEV. 4904 VABM.
 LL1258'
 LL1258'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A 10
 LL1258'INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES AND IS
 LL1258'STAMPED DEWEY NO 1 1935.  IT IS 1 FOOT SOUTH OF A METAL FENCE POST.
 LL1258'
 LL1258'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN THE TOP OF A
 LL1258'6 INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES AND IS STAMPED
 LL1258'DEWEY 1912 USGS NO 3 1960.
 LL1258'
 LL1258'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10
 LL1258'INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 14 INCHES AND IS
 LL1258'STAMPED DEWEY 1935.  IT IS 34 FEET SOUTH-SOUTHWEST OF THE CENTER
 LL1258'OF A BOARD GATE, 31 FEET NORTH-NORTHWEST OF A SOUTHWEST FENCE
 LL1258'CORNER AND 6 FEET WEST OF A BOARD FENCE WHICH SURROUNDS A
 LL1258'VOR STATION.
 LL1258
 LL1258                          STATION RECOVERY (1974)
 LL1258
 LL1258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JVD)
 LL1258'THE STATION AND REFERENCE MARK 1 WERE RECOVERED AS DESCRIBED IN
 LL1258'GOOD CONDITION.  REFERENCE MARK 3 WAS SEARCHED FOR BUT NOT
 LL1258'RECOVERED.  THE AZIMUTH MARK WAS RECOVERED BUT THE MONUMENT
 LL1258'WAS LOOSE IN THE GROUND.
 LL1258'
 LL1258'NOTE--A RECENTLY CONSTRUCTED HOUSE BLOCKS OUT GROUND OBSERVATIONS
 LL1258'OF SEVERAL STATIONS TO THE SOUTHWEST INCLUDING GREELY TALL
 LL1258'TANK AND GREELY SUGAR FACTORY CHIMNEY.
 LL1258'
 LL1258'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES
 LL1258'SOUTHEAST OF GALETON.
 LL1258
 LL1258                          STATION RECOVERY (1976)
 LL1258
 LL1258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LL1258'STATION MARK, AZIMUTH MARK AND REFERENCE MARK NUMBER 1 WERE RECOVERED
 LL1258'AND ARE IN GOOD CONDITION.  REFERENCE MARK NUMBER 3 WAS NOT FOUND.
 LL1258'A NEW REFERENCE MARK, NUMBER 4 WAS ESTABLISHED THIS DATE.  THE
 LL1258'AZIMUTH MARK WAS ALSO RE-INFORCED AT THIS TIME.  THE HORIZONTAL
 LL1258'ANGLES AND DISTANCE TO REFERENCE MARK 1 CHECKED ADEQUATELY.
 LL1258'
 LL1258'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY STATION MARK
 LL1258'DISK, ATTACHED TO THE TOP OF A 3-INCH IRON PIPE PROJECTING ABOUT
 LL1258'17 INCHES.  MARK IS STAMPED DEWEY 1912, 17 FEET EAST OF A POWERLINE
 LL1258'POLE WITH A TRANSFORMER ATTACHED, 100 FEET NORTH-NORTHEAST OF THE
 LL1258'SOUTHEAST CORNER OF A SPANISH STYLE HOUSE, 6 FEET EAST OF A SMALL
 LL1258'TREELINE AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 LL1258'
 LL1258'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK, STAMPED
 LL1258'DEWEY NO 1 1935, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 LL1258'PROJECTING ABOUT 4 INCHES.  MARK IS IN A CULTIVATED FIELD, 1 FOOT
 LL1258'SOUTH OF A METAL WITNESS POST.
 LL1258'
 LL1258'REFERENCE MARK NUMBER 4 IS A STANDARD REFERENCE MARK DISK, STAMPED
 LL1258'DEWEY USGS 1912 NO 4 1976, SET IN THE TOP OF A ROUND CONCRETE
 LL1258'MONUMENT PROJECTING ABOUT 3 INCHES.  MARK IS 20.4 FEET
 LL1258'SOUTH-SOUTHEAST OF A METAL WITNESS POST.
 LL1258'
 LL1258'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED DEWEY 1935, SET
 LL1258'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 15
 LL1258'INCHES.  MARK IS 34 FEET SOUTH-SOUTHWEST OF THE CENTER OF A BOARD
 LL1258'GATE ENTRANCE TO VOR GILL, 28.3 FEET WEST-SOUTHWEST OF THE NORTHWEST
 LL1258'CORNER OF THE VOR BUILDING AND 5.3 FEET WEST OF A BOARD FENCE
 LL1258'WHICH SURROUNDS THE VOR.
 LL1258'
 LL1258'STATION IS REACHED FROM THE POST OFFICE (DILLARDS GROCERY STORE).
 LL1258'GO EAST ON COUNTY ROAD 74 FOR 2.05 MILES TO A GRAVELED CROSSROAD.
 LL1258'TURN RIGHT AND GO SOUTH ON GRAVELED ROAD FOR 1.0 MILE TO A GRADED
 LL1258'ROAD RIGHT.  TURN RIGHT AND GO WEST ON THE GRADED ROAD FOR 0.4
 LL1258'MILE TO A METAL GATE ON THE LEFT AND ROAD LEADING SOUTH TO VOR
 LL1258'GILL.  TURN LEFT, PASS THROUGH THE GATE THENCE SOUTHWEST ACROSS
 LL1258'FIELD FOR 0.15 MILE TO A POWERLINE POLE WITH A TRANSFORMER AND
 LL1258'STATION, AS DESCRIBED.
 LL1258'
 LL1258'AZIMUTH MARK IS REACHED FROM THE METAL GATE MENTIONED ABOVE.  GO
 LL1258'SOUTH ON A TRACK ROAD FOR 0.3 MILE TO VOR GILL AND MARK, AS
 LL1258'DESCRIBED.
 LL1258'
 LL1258'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 LL1258'SOUTHEAST OF GALETON.
 LL1258
 LL1258                          STATION RECOVERY (1991)
 LL1258
 LL1258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LL1258'STATION IS LOCATED ABOUT 20 KM (12.4 MI) NORTHEAST OF GREELEY, 3 KM
 LL1258'(1.9 MI) SOUTHEAST OF GALETON, 0.4 KM (0.2 MI) NORTHWEST OF A VORTAC
 LL1258'INSTALLATION, AT A PRIVATE RESIDENCE, ALONG A FENCE SEPARATING YARD
 LL1258'FROM PASTURE, IN NORTH CENTRAL SECTION 9, T 6 N, R 64 W. OWNERSHIP--
 LL1258'BERNARE R. MILLER, 26482 WELD COUNTY ROAD 72, GALETON, CO 80622.
 LL1258'PHONE IS 303-352-4976.  CALL AHEAD FOR PERMISSION.
 LL1258'TO REACH FROM THE JUNCTION OF COUNTY ROADS 74 AND 51 ON THE EAST SIDE
 LL1258'OF GALETON, GO EAST ON ROAD 74 FOR 3.20 KM (1.99 MI) TO A GRAVEL
 LL1258'CROSSROAD.  TURN RIGHT, SOUTH ON ROAD 55 FOR 1.61 KM (1.00 MI) TO A
 LL1258'CROSSROAD.  TURN RIGHT, WEST, FOR 0.80 KM (0.50 MI) TO ROAD END AND
 LL1258'DRIVEWAY ON THE LEFT.  BEAR LEFT, SOUTHWEST, ON DRIVEWAY FOR 0.14 KM
 LL1258'(0.09 MI) TO THE MAIN HOUSE.  BEAR LEFT, NORTHWEST, BETWEEN HOUSE AND
 LL1258'GARAGE FOR 25 M (82.0 FT) TO TREE ROW AND THE STATION ON OTHER SIDE
 LL1258'OF THE TREES.
 LL1258'STATION MARK IS A DISK ATTACHED TO A IRON PIPE THAT PROJECTS 35 CM
 LL1258'ABOVE GROUND.  IT IS 22.3 M (73.2 FT) NORTH OF THE NORTH CORNER OF A
 LL1258'TAN METAL EQUIPMENT SHED, 4.9 M (16.1 FT) EAST OF A UTILITY POLE WITH
 LL1258'TRANSFORMER, 1.1 M (3.6 FT) SOUTHEAST OF THE WIRE PASTURE FENCE, 1.1
 LL1258'M (3.6 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST AND 1.1 M (3.6 FT)
 LL1258'NORTHEAST OF A FIBERGLASS WITNESS POST.
 LL1258'NOTE--TALL TRIPOD NEEDED TO CLEAR CLOSE TREES.  SEVERAL TREES CAN BE
 LL1258'TEMPORARILY TIED BACK.
 LL1258'DESCRIBED BY G.R.HEID
 LL1258
 LL1258                          STATION RECOVERY (1996)
 LL1258
 LL1258'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1996 (JS)
 LL1258'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1487 ***********************************************************************
 KK1487  DESIGNATION -  DFC 1
 KK1487  PID         -  KK1487
 KK1487  STATE/COUNTY-  CO/JEFFERSON
 KK1487  USGS QUAD   -  FORT LOGAN (1994)
 KK1487
 KK1487                         *CURRENT SURVEY CONTROL
 KK1487  ___________________________________________________________________
 KK1487* NAD 83(1992)-  39 42 40.40968(N)    105 07 10.61292(W)     ADJUSTED  
 KK1487* NAVD 88     -      1723.435  (meters)    5654.30   (feet)  ADJUSTED  
 KK1487  ___________________________________________________________________
 KK1487  LAPLACE CORR-         -15.35  (seconds)                    DEFLEC99
 KK1487  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 KK1487  DYNAMIC HT  -        1721.732 (meters)    5648.72  (feet)  COMP
 KK1487  MODELED GRAV-     979,577.8   (mgal)                       NAVD 88
 KK1487
 KK1487  HORZ ORDER  -  SECOND
 KK1487  VERT ORDER  -  FIRST     CLASS II
 KK1487
 KK1487.The horizontal coordinates were established by classical geodetic methods
 KK1487.and adjusted by the National Geodetic Survey in January 1993..
 KK1487
 KK1487.The orthometric height was determined by differential leveling
 KK1487.and adjusted by the National Geodetic Survey in June 1991..
 KK1487
 KK1487.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1487
 KK1487.The geoid height was determined by GEOID03.
 KK1487
 KK1487.The dynamic height is computed by dividing the NAVD 88
 KK1487.geopotential number by the normal gravity value computed on the
 KK1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1487.degrees latitude (g = 980.6199 gals.).
 KK1487
 KK1487.The modeled gravity was interpolated from observed gravity values.
 KK1487
 KK1487;                    North         East     Units Scale Factor Converg.
 KK1487;SPC CO C     -   513,335.126   947,020.476   MT  0.99999256   +0 14 23.7
 KK1487;SPC CO C     - 1,684,166.99  3,107,016.35   sFT  0.99999256   +0 14 23.7
 KK1487;UTM  13      - 4,395,713.647   489,746.844   MT  0.99960129   -0 04 35.1
 KK1487
 KK1487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1487!SPC CO C     -   0.99973225  x   0.99999256  =   0.99972481
 KK1487!UTM  13      -   0.99973225  x   0.99960129  =   0.99933365
 KK1487
 KK1487|---------------------------------------------------------------------|
 KK1487| PID    Reference Object                     Distance      Geod. Az  |
 KK1487|                                                           dddmmss.s |
 KK1487| CP6982 DFC 1 RM 1                           16.229 METERS 02000     |
 KK1487| CP6983 DFC 1 RM 2                            5.683 METERS 08955     |
 KK1487| KK1824 LAKEWOOD DFC N TANK                 APPROX. 1.1 KM 3410226.4 |
 KK1487| KK1825 FEDERAL                             APPROX. 1.3 KM 3431418.8 |
 KK1487| KK1823 LAKEWOOD DFC S TANK                 APPROX. 0.7 KM 3462753.5 |
 KK1487|---------------------------------------------------------------------|
 KK1487
 KK1487                          SUPERSEDED SURVEY CONTROL
 KK1487
 KK1487  NAD 83(1986)-  39 42 40.40702(N)    105 07 10.61130(W) AD(       ) 2
 KK1487  NAD 27      -  39 42 40.45175(N)    105 07 08.66165(W) AD(       ) 2
 KK1487  NGVD 29 (??/??/??) 1722.489  (m)         5651.20   (f) ADJUSTED    1 2
 KK1487
 KK1487.Superseded values are not recommended for survey control.
 KK1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1487.See file dsdata.txt to determine how the superseded data were derived.
 KK1487
 KK1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8974795714(NAD 83)
 KK1487_MARKER: DD = SURVEY DISK
 KK1487_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KK1487+WITH SETTING: PAVEMENT
 KK1487_SP_SET: BUILDING FOUNDATION
 KK1487_STAMPING: DFC 1
 KK1487_MARK LOGO: USGS  
 KK1487_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1487+STABILITY: SURFACE MOTION
 KK1487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1487+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2000
 KK1487
 KK1487  HISTORY     - Date     Condition        Report By
 KK1487  HISTORY     - 1977     MONUMENTED       USGS
 KK1487  HISTORY     - 19810411 GOOD             NGS
 KK1487  HISTORY     - 1984     GOOD             NGS
 KK1487  HISTORY     - 20000629 GOOD             CO1435
 KK1487
 KK1487                          STATION DESCRIPTION
 KK1487
 KK1487'DESCRIBED BY US GEOLOGICAL SURVEY 1977 (LHW)
 KK1487'THE STATION IS LOCATED AT THE DENVER FEDERAL CENTER IN
 KK1487'LAKEWOOD, INSIDE THE SOUTH PERIMETER FENCE, AT THE ALAMEDA
 KK1487'AVENUE EXIT.
 KK1487'
 KK1487'STATION MARK, AN UNSTAMPED U.S. GEOLOGICAL SURVEY DISK, IS
 KK1487'CEMENTED IN A DRILL HOLE IN A 6 X 8 FOOT CONCRETE PAD FLUSH
 KK1487'WITH THE GROUND.  IT IS 26 FEET WEST-NORTHWEST OF THE WEST
 KK1487'GATE POST AT THE ALAMEDA AVENUE EXIT, 13.5 FEET NORTHWEST OF A
 KK1487'UTILITY POLE OUTSIDE THE FENCE, 6.5 FEET NORTH OF THE FENCE,
 KK1487'6.8 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE PAD, AND 4.7
 KK1487'FEET SOUTHEAST OF THE NORTHWEST CORNER.
 KK1487'
 KK1487'REFERENCE MARK 1, STAMPED---DFC 1 USGS NO 1 1977---, IS A
 KK1487'STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN A
 KK1487'CURVED SECTION OF A STREET CURB.  IT IS 56.5 FEET NORTH OF THE
 KK1487'WEST GATE POST, 27 FEET SOUTH OF THE CENTER OF A PAVED ACCESS
 KK1487'STREET, 20 FEET WEST OF THE CENTER OF THE EXIT ROAD, AND 2 FEET
 KK1487'NORTH OF THE END OF THE CURB.
 KK1487'
 KK1487'REFERENCE MARK 2, STAMPED---DFC 1 USGS NO 2 1977---, IS
 KK1487'CEMENTED IN A DRILL HOLE IN A 6-INCH SQUARE CONCRETE MONUMENT
 KK1487'FLUSH WITH THE GROUND.  THIS MONUMENT IS CHIPPED AROUND THE
 KK1487'EDGES, PROBABLY FROM MOWING EQUIPMENT.  IT IS 19.5 FEET WEST
 KK1487'OF THE CENTER OF THE EXIT ROAD, 18.5 FEET NORTHEAST OF THE
 KK1487'UTILITY POLE, AND 9.5 FEET NORTH-NORTHWEST OF THE GATE POST.
 KK1487'
 KK1487'NO AZIMUTH MARK FOR THIS STATION.  TRIANGULATION STATION
 KK1487'FEDERAL, 3/4 MILE TO THE NORTH ON BUILDING 67 WAS USED AS THE
 KK1487'AZIMUTH MARK.  A 6 FOOT STAND IS REQUIRED ON FEDERAL TO CLEAR
 KK1487'THE ROOF EDGE ON BUILDING 67.
 KK1487'AN ELECTRONIC TRAVERSE TIE WAS MADE TO STATION FEDERAL.
 KK1487
 KK1487                          STATION RECOVERY (1981)
 KK1487
 KK1487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 KK1487'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION
 KK1487'AND AS DESCRIBED IN THE 1977 DESCRIPTION.  REFERENCE MARK 1 AND
 KK1487'STATION FEDERAL 1977 WERE DESTROYED BY CONSTRUCTION SO TWO REFERENCE
 KK1487'MARKS WERE SET AND AN AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 KK1487'THE REMAINING ANGLES CHECKED THE 1977 ANGLES.  DUE TO CHANGES IN THE
 KK1487'AREA AROUND THE MARK, A NEW STATION MARK DESCRIPTION IS GIVEN.
 KK1487'THE STATION IS A STANDARD USGS DISK THAT IS UNSTAMPED, SET INTO THE
 KK1487'TOP OF AN OLD BUILDING FOUNDATION IN A DRILL HOLE.  LOCATED 42.1
 KK1487'METERS (138.1 FT) WEST-NORTHWEST FROM THE CENTER OF GATE 6 ON ALAMEDA
 KK1487'AVENUE EXIT, 23.8 METERS (78.1 FT) SOUTH FROM THE CENTER OF PARKING
 KK1487'LOT ROAD, 4.3 METERS (14.1 FT) NORTH FROM A UTILITY POLE ON THE
 KK1487'OUTSIDE OF THE FENCE.  1.5 METER (4.9 FT) SOUTHEAST FROM THE NORTHWEST
 KK1487'CORNER OF THE PAD.  2.0 METERS (6.6 FT) SOUTHWEST FROM THE NORTHEAST
 KK1487'CORNER OF THE PAD.
 KK1487'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED--DFC 1 USGS NO 2 1977,
 KK1487'SET INTO A DRILL HOLE IN A CONCRETE SQUARE BLOCK SET FLUSH WITH GROUND
 KK1487'WHICH IS CHIPPED ON THE TOP.  LOCATED 36.1 METERS (118.4 FT) WEST
 KK1487'NORTHWEST FROM THE CENTER OF GATE 6 ON ALAMEDA AVENUE.  2.0 METERS
 KK1487'(6.6 FT) NORTH FROM THE FENCE.  3.5 METERS (11.5 FT) NORTHWEST FROM
 KK1487'THE CENTER OF THE PEDESTRIAN GATE ON ALAMEDA AVENUE 0.3 METER (1.0 FT)
 KK1487'WEST FROM THE WITNESS POST.
 KK1487'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--DFC 1 USGS NO 3
 KK1487'1981--, SET INTO THE TOP OF A CURB.  LOCATED 42.1 METERS 9138.1 FT)
 KK1487'WEST FROM THE CENTER OF THE ROAD GOING THROUGH GATE 6.  21. 9 METERS
 KK1487'(71.9 FT) NORTH FROM THE FENCE.  3.7 METERS (12.1 FT) SOUTH FROM THE
 KK1487'CENTER OF THE PARKING LOT ROAD.  2.4 METERS (7.9 FT) NORTHWEST FROM A
 KK1487'SHORT LIGHT POST.
 KK1487'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--DFC 1 USGS NO 4
 KK1487'1981--, SET IN THE PEDESTRIAN SIDEWALK NEAR THE GATE POST IN A DRILL
 KK1487'HOLE.  LOCATED 32.6 METERS (107.0 FT) WEST FROM THE CENTER OF GATE 6
 KK1487'ON ALAMEDA AVENUE.  3.8 METERS (12.5 FT) SOUTHEAST FROM THE WITNESS
 KK1487'POST WITH SIGN.  0.6 METER (2.0 FT) EAST FROM THE CENTER OF THE
 KK1487'SIDEWALK.  0.3 METER (1.0 FT) NORTH FROM THE GATE.
 KK1487'AZIMUTH MARK NO 1 IS A STANDARD NGS DISK STAMPED--DFC 1 USGS 1981--.
 KK1487'IT IS SET FLUSH INTO THE TOP OF A SQUARE CONCRETE SLAB 3.5 M (11.5 FT)
 KK1487'ON A SIDE AND PROJECTS 0.2 M (0.7 FT) ABOVE GROUND.  IT IS 17.7 M
 KK1487'(58.1 FT) NORTHWEST FROM THE CENTERLINE OF MAIN AVE.  AND 9.4 M (30.8
 KK1487'FT) EAST-NORTHEAST FROM THE CENTERLINE OF SIXTH ST.
 KK1487
 KK1487                          STATION RECOVERY (1984)
 KK1487
 KK1487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK1487'IN LAKEWOOD.
 KK1487'IN LAKEWOOD, ON GROUNDS OF THE DENVER FEDERAL CENTER AT THE
 KK1487'INTERSECTION OF WEST ALAMEDA AVENUE AND SOUTH OAK STREET, 39.8 METERS
 KK1487'(130.6 FT) WEST OF THE CENTER OF SOUTH OAK STREET, 25.2 METERS
 KK1487'(82.2 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 KK1487'AVENUE, 23.0 METERS (75.5 FT) SOUTH OF THE CENTER OF A PAVED ROAD
 KK1487'LEADING WEST, 7.8 METERS (25.6 FT) WEST OF THE WEST EDGE OF A
 KK1487'SIDEWALK, AND 2.0 METERS (6.6 FT) NORTH OF THE SOUTH BOUNDARY FENCE OF
 KK1487'THE DENVER FEDERAL CENTER.
 KK1487'THE MARK IS 1.1 METERS  E FROM A WITNESS POST.
 KK1487'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 KK1487
 KK1487                          STATION RECOVERY (2000)
 KK1487
 KK1487'RECOVERY NOTE BY CITY OF LAKEWOOD COLORADO 2000 (KM)
 KK1487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0520 ***********************************************************************
 HM0520  DESIGNATION -  DGLK 1
 HM0520  PID         -  HM0520
 HM0520  STATE/COUNTY-  CO/SAN MIGUEL
 HM0520  USGS QUAD   -  JOE DAVIS HILL (1993)
 HM0520
 HM0520                         *CURRENT SURVEY CONTROL
 HM0520  ___________________________________________________________________
 HM0520* NAD 83(1992)-  37 59 47.88156(N)    108 46 17.86905(W)     ADJUSTED  
 HM0520* NAVD 88     -      1729.9    (meters)    5676.     (feet)  VERTCON   
 HM0520  ___________________________________________________________________
 HM0520  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 HM0520  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 HM0520
 HM0520  HORZ ORDER  -  THIRD
 HM0520
 HM0520.The horizontal coordinates were established by classical geodetic methods
 HM0520.and adjusted by the National Geodetic Survey in November 1997..
 HM0520
 HM0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0520
 HM0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 HM0520
 HM0520.The geoid height was determined by GEOID03.
 HM0520
 HM0520;                    North         East     Units Scale Factor Converg.
 HM0520;SPC CO S     -   457,438.054   627,106.640   MT  0.99994941   -2 00 24.3
 HM0520;SPC CO S     - 1,500,778.02  2,057,432.37   sFT  0.99994941   -2 00 24.3
 HM0520;UTM  12      - 4,207,784.586   695,665.907   MT  1.00007155   +1 22 20.1
 HM0520
 HM0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0520!SPC CO S     -   0.99973159  x   0.99994941  =   0.99968101
 HM0520!UTM  12      -   0.99973159  x   1.00007155  =   0.99980312
 HM0520
 HM0520:                Primary Azimuth Mark                     Grid Az
 HM0520:SPC CO S     -  DAVIS ABANDONDED                         209 43 03.1
 HM0520:UTM  12      -  DAVIS ABANDONDED                         206 20 18.7
 HM0520
 HM0520|---------------------------------------------------------------------|
 HM0520| PID    Reference Object                     Distance      Geod. Az  |
 HM0520|                                                           dddmmss.s |
 HM0520| HM0521 DAVIS ABANDONDED                    APPROX. 6.9 KM 2074238.8 |
 HM0520|---------------------------------------------------------------------|
 HM0520
 HM0520                          SUPERSEDED SURVEY CONTROL
 HM0520
 HM0520  NAD 83(1992)-  37 59 47.87632(N)    108 46 17.86848(W) AD(       ) 3
 HM0520  NAD 83(1986)-  37 59 47.87248(N)    108 46 17.86630(W) AD(       ) 3
 HM0520  NAD 27      -  37 59 47.90291(N)    108 46 15.51093(W) AD(       ) 3
 HM0520  NGVD 29 (07/19/86) 1728.8    (m)         5672.     (f) VERT ANG       
 HM0520
 HM0520.Superseded values are not recommended for survey control.
 HM0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0520.See file dsdata.txt to determine how the superseded data were derived.
 HM0520
 HM0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH9566607785(NAD 83)
 HM0520_MARKER: DD = SURVEY DISK
 HM0520_SETTING: 80 = SET IN A BOULDER
 HM0520_SP_SET: PARTIALLY EXPOSED BOULDER
 HM0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0520+STABILITY: SURFACE MOTION
 HM0520
 HM0520  HISTORY     - Date     Condition        Report By
 HM0520  HISTORY     - 1948     MONUMENTED       USGS
 HM0520
 HM0520                          STATION DESCRIPTION
 HM0520
 HM0520'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 HM0520'LOCATED IN SEC. 8, T 43 N, R 17 W, 2 FT. N. OF E-W. FENCE LINE AT
 HM0520'PROJECTED T-FENCE N., 2.65 MI. E. OF STATE HIGHWAY 80 AND 18.5 MI.
 HM0520'NE. ALONG STATE HIGHWAY 80 FROM EGNAR POST OFFICE.
 HM0520'
 HM0520'TO REACH STATION FROM EGNAR POST OFFICE, FOLLOW STATE HIGHWAY 80 FOR
 HM0520'18.5 MI. NE. TO T-RD. LEADING TO THE RIGHT, TURN RIGHT AND FOLLOW RD.
 HM0520'FOR 2.65 MI. TO STATION.  STATION IS 2 FT. N. OF E-W. FENCE LINE AND
 HM0520'4 FT. E. OF T-FENCE N., 23 FT. S. OF CENTER OF RD.
 HM0520'
 HM0520'STATION MARK--STANDARD REFERENCE TABLET, WITH CHISELED TRIANGLE,
 HM0520'STAMPED ---DGLK-1 1948 5672---, AND SET IN BURIED SANDSTONE BOULDER.
 HM0520'
 HM0520'REFERENCE MARK NO. 1--A 4 IN. DRILL HOLE, IN BURIED SANDSTONE BOULDER,
 HM0520'46.78 FT. DISTANT, N 00 DEG 48 MIN W.
 HM0520'
 HM0520'REFERENCE MARK NO. 2--A 4 IN. DRILL HOLE, IN BURIED SANDSTONE BOULDER,
 HM0520'92.95 FT. DISTANT, S 89 DEG 46 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3577 ***********************************************************************
 AI3577  DESIGNATION -  DI CIERO
 AI3577  PID         -  AI3577
 AI3577  STATE/COUNTY-  CO/ADAMS
 AI3577  USGS QUAD   -  LAFAYETTE (1994)
 AI3577
 AI3577                         *CURRENT SURVEY CONTROL
 AI3577  ___________________________________________________________________
 AI3577* NAD 83(1992)-  39 55 42.22788(N)    105 01 08.45690(W)     ADJUSTED  
 AI3577* NAVD 88     -      1589.9    (meters)    5216.     (feet)  GPS OBS   
 AI3577  ___________________________________________________________________
 AI3577  X           -  -1,269,530.213 (meters)                     COMP
 AI3577  Y           -  -4,731,669.153 (meters)                     COMP
 AI3577  Z           -   4,072,901.481 (meters)                     COMP
 AI3577  LAPLACE CORR-          -9.10  (seconds)                    DEFLEC99
 AI3577  ELLIP HEIGHT-        1572.79  (meters)          (12/03/02) GPS OBS
 AI3577  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 AI3577
 AI3577  HORZ ORDER  -  FIRST
 AI3577  ELLP ORDER  -  FOURTH    CLASS II
 AI3577
 AI3577.The horizontal coordinates were established by GPS observations
 AI3577.and adjusted by the National Geodetic Survey in February 2000..
 AI3577
 AI3577.The orthometric height was determined by GPS observations and a
 AI3577.high-resolution geoid model.
 AI3577
 AI3577.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3577
 AI3577.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3577
 AI3577.The ellipsoidal height was determined by GPS observations
 AI3577.and is referenced to NAD 83.
 AI3577
 AI3577.The geoid height was determined by GEOID03.
 AI3577
 AI3577;                    North         East     Units Scale Factor Converg.
 AI3577;SPC CO N     -   370,981.817   955,516.464   MT  0.99997258   +0 18 38.8
 AI3577;SPC CO N     - 1,217,129.51  3,134,890.27   sFT  0.99997258   +0 18 38.8
 AI3577;UTM  13      - 4,419,810.168   498,375.122   MT  0.99960003   -0 00 43.9
 AI3577
 AI3577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3577!SPC CO N     -   0.99975332  x   0.99997258  =   0.99972591
 AI3577!UTM  13      -   0.99975332  x   0.99960003  =   0.99935345
 AI3577
 AI3577                          SUPERSEDED SURVEY CONTROL
 AI3577
 AI3577  ELLIP H (02/17/00) 1572.82   (m)                       GP(       ) 4 2
 AI3577
 AI3577.Superseded values are not recommended for survey control.
 AI3577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3577.See file dsdata.txt to determine how the superseded data were derived.
 AI3577
 AI3577_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE9837519810(NAD 83)
 AI3577_MARKER: DH = HORIZONTAL CONTROL DISK
 AI3577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3577_STAMPING: DI CIERO 14
 AI3577_MARK LOGO: CO0253
 AI3577_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI3577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3577+STABILITY: SURFACE MOTION
 AI3577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3577+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3577
 AI3577  HISTORY     - Date     Condition        Report By
 AI3577  HISTORY     - 1999     MONUMENTED       NGS
 AI3577
 AI3577                          STATION DESCRIPTION
 AI3577
 AI3577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI3577'THE STATION IS LOCATED IN THE CITY OF BROOMFIELD, IN THE NORTHEAST 1/4
 AI3577'OF SECTION 32, T 1S, R 68 W.  OWNERSHIP--CITY OF BROOMFIELD PROPERTY
 AI3577'TO REACH THE STATION FROM THE INTERSECTION OF WEST 120TH AVENUE AND
 AI3577'LOWELL BOULEVARD IN BROOMFIELD, GO NORTH ON LOWELL BOULEVARD FOR 1.0
 AI3577'MI (1.6 KM) TO THE INTERSECTION OF WEST 128TH AVENUE.  TURN RIGHT,
 AI3577'EAST, ON WEST 128TH AVENUE FOR 0.85 MI (1.37 KM) TO THE STATION ON THE
 AI3577'RIGHT ON THE WEST SIDE OF A WOODEN FENCE AROUND A WATER STATION. IT IS
 AI3577'0.15 MI (0.24 KM) WEST OF ZUNI STREET
 AI3577'THE MARK IS A STANDARD CITY OF BROOMFIELD DISK SET ON REBAR SET INTO
 AI3577'THE TOP OF A ROUND 42 CM CONCRETE POST, 1.2 M (3.9 FT) DEEP AND FLUSH
 AI3577'WITH THE GROUND.  IT IS 22.3 M (73.2 FT) EAST FROM THE CENTER OF A
 AI3577'MANHOLE COVER, 16.7 M (54.8 FT) SOUTH-SOUTHEAST FROM THE CENTER OF
 AI3577'WEST 128TH AVENUE, 14.6 M (47.9 FT) NORTHWEST FROM A FENCE CORNER FOR
 AI3577'A CHLORINE STATION, 5.7 M (18.7 FT) SOUTHWEST FROM A FENCE CORNER FOR
 AI3577'A CHLORINE STATION AND 3.9 M (12.8 FT) WEST-SOUTHWEST FROM A WITNESS
 AI3577'POST AND BOARD FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0655 ***********************************************************************
 HL0655  DESIGNATION -  DIAMOND
 HL0655  PID         -  HL0655
 HL0655  STATE/COUNTY-  CO/SAN MIGUEL
 HL0655  USGS QUAD   -  GRAY HEAD (1953)
 HL0655
 HL0655                         *CURRENT SURVEY CONTROL
 HL0655  ___________________________________________________________________
 HL0655* NAD 83(1992)-  37 56 15.13562(N)    107 57 11.02089(W)     ADJUSTED  
 HL0655* NAVD 88     -      3086.5    (meters)   10126.     (feet)  VERTCON   
 HL0655  ___________________________________________________________________
 HL0655  LAPLACE CORR-           6.71  (seconds)                    DEFLEC99
 HL0655  GEOID HEIGHT-         -16.33  (meters)                     GEOID03
 HL0655
 HL0655  HORZ ORDER  -  THIRD
 HL0655
 HL0655.The horizontal coordinates were established by classical geodetic methods
 HL0655.and adjusted by the National Geodetic Survey in January 1993..
 HL0655
 HL0655.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0655
 HL0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0655
 HL0655.The geoid height was determined by GEOID03.
 HL0655
 HL0655;                    North         East     Units Scale Factor Converg.
 HL0655;SPC CO S     -   448,678.478   698,797.001   MT  0.99994702   -1 30 16.8
 HL0655;SPC CO S     - 1,472,039.31  2,292,636.49   sFT  0.99994702   -1 30 16.8
 HL0655;UTM  13      - 4,202,998.519   240,481.045   MT  1.00042960   -1 48 59.6
 HL0655;UTM  12      - 4,203,264.402   767,770.899   MT  1.00048320   +1 52 27.8
 HL0655
 HL0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0655!SPC CO S     -   0.99951848  x   0.99994702  =   0.99946552
 HL0655!UTM  13      -   0.99951848  x   1.00042960  =   0.99994787
 HL0655!UTM  12      -   0.99951848  x   1.00048320  =   1.00000145
 HL0655
 HL0655:                Primary Azimuth Mark                     Grid Az
 HL0655:SPC CO S     -  GRAYHEAD                                 345 08 51.3
 HL0655:UTM  13      -  GRAYHEAD                                 345 27 34.1
 HL0655:UTM  12      -  GRAYHEAD                                 341 46 06.7
 HL0655
 HL0655|---------------------------------------------------------------------|
 HL0655| PID    Reference Object                     Distance      Geod. Az  |
 HL0655|                                                           dddmmss.s |
 HL0655| HL0656 GRAYHEAD                            APPROX. 6.2 KM 3433834.5 |
 HL0655|---------------------------------------------------------------------|
 HL0655
 HL0655                          SUPERSEDED SURVEY CONTROL
 HL0655
 HL0655  NAD 83(1986)-  37 56 15.12727(N)    107 57 11.01692(W) AD(       ) 3
 HL0655  NAD 27      -  37 56 15.15765(N)    107 57 08.77720(W) AD(       ) 3
 HL0655  NGVD 29 (07/19/86) 3084.9    (m)        10121.     (f) VERT ANG       
 HL0655
 HL0655.Superseded values are not recommended for survey control.
 HL0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0655.See file dsdata.txt to determine how the superseded data were derived.
 HL0655
 HL0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC4048102999(NAD 83)
 HL0655_MARKER: DD = SURVEY DISK
 HL0655_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HL0655_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HL0655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0655
 HL0655  HISTORY     - Date     Condition        Report By
 HL0655  HISTORY     - 1952     MONUMENTED       USGS
 HL0655
 HL0655                          STATION DESCRIPTION
 HL0655
 HL0655'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 HL0655'LOCATED APPROXIMATELY 7.5 MI. (AIRLINE) WSW. OF TELLURIDE, COLORADO,
 HL0655'8.5 MI. (AIRLINE) SE. OF PLACERVILLE, COLORADO, ON THE HIGHEST
 HL0655'POINT OF DIAMOND HILL.
 HL0655'
 HL0655'TO REACH FROM POST OFFICE IN TELLURIDE, DRIVE W. FOR 0.4 MI. TO
 HL0655'INTERSECTION OF COLORADO HIGHWAY 108, CONTINUE W. ON COLORADO HIGHWAY
 HL0655'108 FOR 3.1 MI. TO INTERSECTION OF COLORADO HIGHWAYS 108 AND 145,
 HL0655'CONTINUE W. ALONG HIGHWAY 145 FOR 3.1 MI. TO GRADED DIRT RD., TAKE
 HL0655'DIRT RD. S. AND E. UP RIVER FOR 0.45 MI. TO BRIDGE, THENCE RIGHT
 HL0655'ACROSS BRIDGE ALONG MAIN TRAVELED RD. FOR 0.25  MI. TO Y-FORKS, TAKE
 HL0655'RIGHT FORK UP HILL FOR 1.85 MI. TO RD. FORK AT TOP OF HILL.  TAKE
 HL0655'RIGHT FORK W. FOR 0.77 MI. TO WOODEN GATE, CONTINUE ON W. ALONG RD.
 HL0655'FOR 0.43 MI. TO FENCE LINE W. BY OLD CATTLEGUARD.  FROM THIS POINT
 HL0655'DRIVE ACROSS COUNTRY TO THE S. AND W. UP RIDGE, ON E. SIDE OF ASPEN
 HL0655'GROVE, ACROSS OPENING TO SW., THROUGH OLD FENCE LINE FOR 0.70 MI. TO
 HL0655'BOARD GATE IN N-S. FENCE LINE, THENCE S. ALONG FENCE FOR 0.15 MI. TO
 HL0655'FENCE CORNER AND END OF TRUCK TRAVEL.  FROM THIS POINT PACK UP HILL
 HL0655'ALONG FENCE FOR APPROXIMATELY 10 MINUTES TO TOP OF HILL AND STATION
 HL0655'SITE.
 HL0655'
 HL0655'STATION MARK--STANDARD TABLET, STAMPED ---DIAMOND 1952 VABM
 HL0655'10119---, SET IN A PIPE, PROTRUDING 5 IN. ABOVE GROUND.
 HL0655'
 HL0655'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0574 ***********************************************************************
 LN0574  DESIGNATION -  DIAMOND
 LN0574  PID         -  LN0574
 LN0574  STATE/COUNTY-  CO/MOFFAT
 LN0574  USGS QUAD   -  CANYON OF LODORE NORTH (1973)
 LN0574
 LN0574                         *CURRENT SURVEY CONTROL
 LN0574  ___________________________________________________________________
 LN0574* NAD 83(1992)-  40 43 56.05913(N)    108 57 11.59605(W)     ADJUSTED  
 LN0574* NAVD 88     -      2604.9    (meters)    8546.     (feet)  VERTCON   
 LN0574  ___________________________________________________________________
 LN0574  LAPLACE CORR-          -6.52  (seconds)                    DEFLEC99
 LN0574  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 LN0574
 LN0574  HORZ ORDER  -  THIRD
 LN0574
 LN0574.The horizontal coordinates were established by classical geodetic methods
 LN0574.and adjusted by the National Geodetic Survey in November 1997..
 LN0574
 LN0574.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0574
 LN0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0574
 LN0574.The geoid height was determined by GEOID03.
 LN0574
 LN0574;                    North         East     Units Scale Factor Converg.
 LN0574;SPC CO N     -   465,805.885   622,767.868   MT  0.99999211   -2 13 52.5
 LN0574;SPC CO N     - 1,528,231.47  2,043,197.58   sFT  0.99999211   -2 13 52.5
 LN0574;UTM  12      - 4,511,048.603   672,837.503   MT  0.99996770   +1 20 09.3
 LN0574
 LN0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0574!SPC CO N     -   0.99959388  x   0.99999211  =   0.99958599
 LN0574!UTM  12      -   0.99959388  x   0.99996770  =   0.99956159
 LN0574
 LN0574:                Primary Azimuth Mark                     Grid Az
 LN0574:SPC CO N     -  GRAVEL                                   084 04 30.6
 LN0574:UTM  12      -  GRAVEL                                   080 30 28.8
 LN0574
 LN0574|---------------------------------------------------------------------|
 LN0574| PID    Reference Object                     Distance      Geod. Az  |
 LN0574|                                                           dddmmss.s |
 LN0574| LN0569 GRAVEL                              APPROX. 7.3 KM 0815038.1 |
 LN0574|---------------------------------------------------------------------|
 LN0574
 LN0574                          SUPERSEDED SURVEY CONTROL
 LN0574
 LN0574  NAD 83(1992)-  40 43 56.05761(N)    108 57 11.59007(W) AD(       ) 3
 LN0574  NAD 83(1992)-  40 43 56.04297(N)    108 57 11.58582(W) AD(       ) 3
 LN0574  NAD 83(1986)-  40 43 56.04266(N)    108 57 11.58738(W) AD(       ) 3
 LN0574  NAD 27      -  40 43 56.17958(N)    108 57 09.15929(W) AD(       ) 3
 LN0574  NGVD 29 (07/19/86) 2603.6    (m)         8542.     (f) VERT ANG       
 LN0574
 LN0574.Superseded values are not recommended for survey control.
 LN0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0574.See file dsdata.txt to determine how the superseded data were derived.
 LN0574
 LN0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL7283811049(NAD 83)
 LN0574
 LN0574  HISTORY     - Date     Condition        Report By
 LN0574  HISTORY     - 1939     MONUMENTED       USGS
 LN0574  HISTORY     - 1952     GOOD             USGS
 LN0574
 LN0574                          STATION DESCRIPTION
 LN0574
 LN0574'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 LN0574'RECOVERED, REDESCRIBED AS FOLLOWS, STATION LOCATED
 LN0574'ABOUT 37.0 MI. AIR N. AND 11.0 MI. AIR E. OF VERNAL, UTAH ON N. END OF
 LN0574'E. FORK OF DRAINAGE INTO PET CREEK, ABOUT 3.5 MI. W. OF AND 4.5 MI. S.
 LN0574'OF GREEN RIVER ON HIGHEST POINT OF JUNIPER COVERED MOUNTAIN, 109 FT.
 LN0574'NE. OF GLO MARKER SECTION 15, 14, 22, 23, T.9 N., R.103 W.
 LN0574'
 LN0574'TO REACH STATION FROM THE INTERSECTION OF U.S. HIGHWAY 40 AND E. FIFTH
 LN0574'STREET IN VERNAL, UTAH GO N. ON E. FIFTH STREET 0.5 MI. THEN RIGHT AT
 LN0574'CROSSROAD 2.9 MI. TO SHARP RISE AND RD. FORK, THEN ON LEFT MAIN
 LN0574'TRAVELED RD. CROSSING BRUSH CREEK 16.5 MI. TO RD. FORK ON RIM OF
 LN0574'DIAMOND MOUNTAIN, THEN ON LEFT FORK 4.2 MI. TO BOTTOM OF DRAW AND RD.
 LN0574'FORK, THEN ON RIGHT FORK 2.8 MI. TO PORTION OF CABIN ON LEFT AND GLO
 LN0574'MARKER, SEC.8, 9, 17, 16, T.2 S., R.24 E., ON RIGHT.  CONTINUE
 LN0574'STRAIGHT AHEAD ON MAIN TRAVELED RD. 0.5 MI.TO RD. FORK, THEN ON RIGHT
 LN0574'FORK UP HILL 2.8 MI. TO RD. FORK, THEN ON RIGHT FORK 0.9 MI. TO RD.
 LN0574'FORK, THEN ON RIGHT FORK 1.8 MI. TO RD. FORK, THEN ON LEFT FORK 0.5
 LN0574'MI. TO RD. FORK NEAR CABIN AND CORRAL ON LEFT, THEN ON LEFT FORK 1.6
 LN0574'MI. TO RD. FORK, THEN ON RIGHT FORK 0.3 MI. TO RD. FORK, THEN ON RIGHT
 LN0574'FORK 1.0 MI. TO RD. FORK, THEN ON RIGHT FORK 1.7 MI. TO GATE AND GLO
 LN0574'MARKER SEC 2, 1, 11, 12, T.2 S., R.23 E., ON LEFT.  CONTINUE STRAIGHT
 LN0574'AHEAD THROUGH GATE 2.4 MI. TO RD. FORK, THEN ON RIGHT FORK 0.3 MI. TO
 LN0574'RD. FORK, THEN ON LEFT FORK 0.4 MI. TO PET CREEK CROSSING.
 LN0574'CONTINUE ON SAME RD.PASSING THROUGH E-W. FENCE 0.6 MI. TO RD. FORK,
 LN0574'THEN ON RIGHT FORK OVER EARTH DAM 0.6 MI. TO BRIDGE AND FENCE LINE.
 LN0574'CONTINUE STRAIGHT AHEAD ABOUT 150 FT. TO TRACK RD. THEN LEFT ON TRACK
 LN0574'RD. 0.4 MI. TO EARTH DAM.  CROSS DAM AND CONTINUE ON SAME RD. 1.4 MI.
 LN0574'TO E-W. FENCE AND GATE.  CONTINUE STRAIGHT AHEAD ON SAME RD. 0.2  MI.
 LN0574'TO RD. FORK, THEN ON RIGHT FORK 0.8 MI. TO RD. FORK, AN OLD CABIN ON
 LN0574'RIGHT, THEN ON LEFT FORK 0.8 MI. TO RD. FORK, THEN ON RIGHT,
 LN0574'VERY FAINT FORK 0.7 MI. TO FENCE LINE AND GATE CONTINUE STRAIGHT
 LN0574'AHEAD ON SAME RD. 0.2 MI. THEN LEFT ACROSS SAGE BRUSH COVERED VALLEY
 LN0574'1.1 MI. AND END OF TRUCK TRAVEL.  FROM HERE PACK NE. TO HIGHEST POINT
 LN0574'AND STATION.  ABOUT 1 HOUR PACK.
 LN0574'
 LN0574'STATION MARK - STANDARD BRONZE TABLET SET IN SOLID LEDGE OF ROCK,
 LN0574'STAMPED ---DIAMOND 1939---.
 LN0574'
 LN0574'REFERENCE MARK NO.1 - STANDARD BRONZE REFERENCE TABLET SET IN ROCK
 LN0574'LEDGE, 9.00 FT. FROM STATION, N 33 DEG 50 MIN E,
 LN0574'STAMPED ---DIAMOND NO.1---.
 LN0574'
 LN0574'REFERENCE MARK NO.2 - STANDARD BRONZE REFERENCE TABLET CEMENTED IN
 LN0574'ROCK LEDGE 11.42 FT. FROM STATION, S 49 DEG 37 MIN E,
 LN0574'STAMPED ---DIAMOND NO.2---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1371 ***********************************************************************
 LL1371  DESIGNATION -  DIAMOND
 LL1371  PID         -  LL1371
 LL1371  STATE/COUNTY-  CO/LARIMER
 LL1371  USGS QUAD   -  DIAMOND PEAK (1967)
 LL1371
 LL1371                         *CURRENT SURVEY CONTROL
 LL1371  ___________________________________________________________________
 LL1371* NAD 83(1992)-  40 58 45.45523(N)    105 33 35.33553(W)     ADJUSTED  
 LL1371* NAVD 88     -      2643.2    (meters)    8672.     (feet)  VERTCON   
 LL1371  ___________________________________________________________________
 LL1371  LAPLACE CORR-         -10.95  (seconds)                    DEFLEC99
 LL1371  GEOID HEIGHT-         -11.72  (meters)                     GEOID03
 LL1371
 LL1371  HORZ ORDER  -  SECOND
 LL1371
 LL1371.The horizontal coordinates were established by classical geodetic methods
 LL1371.and adjusted by the National Geodetic Survey in January 1997..
 LL1371
 LL1371.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1371
 LL1371.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1371
 LL1371.The geoid height was determined by GEOID03.
 LL1371
 LL1371;                    North         East     Units Scale Factor Converg.
 LL1371;SPC CO N     -   487,564.428   909,367.483   MT  1.00003768   -0 02 19.1
 LL1371;SPC CO N     - 1,599,617.63  2,983,483.15   sFT  1.00003768   -0 02 19.1
 LL1371;SPC WY E     -    53,296.079   166,914.038   MT  0.99995097   -0 15 28.2
 LL1371;UTM  13      - 4,536,609.291   452,903.828   MT  0.99962730   -0 22 01.7
 LL1371
 LL1371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1371!SPC CO N     -   0.99958739  x   1.00003768  =   0.99962506
 LL1371!SPC WY E     -   0.99958739  x   0.99995097  =   0.99953838
 LL1371!UTM  13      -   0.99958739  x   0.99962730  =   0.99921485
 LL1371
 LL1371:                Primary Azimuth Mark                     Grid Az
 LL1371:SPC CO N     -  DIAMOND AZ MK                            010 37 34.2
 LL1371:SPC WY E     -  DIAMOND AZ MK                            010 50 43.3
 LL1371:UTM  13      -  DIAMOND AZ MK                            010 57 16.8
 LL1371
 LL1371|---------------------------------------------------------------------|
 LL1371| PID    Reference Object                     Distance      Geod. Az  |
 LL1371|                                                           dddmmss.s |
 LL1371| CP6984 DIAMOND AZ MK                                      0103515.1 |
 LL1371| CP6985 DIAMOND RM 1                          8.600 METERS 01608     |
 LL1371| CP6986 DIAMOND RM 2                         13.962 METERS 12604     |
 LL1371|---------------------------------------------------------------------|
 LL1371
 LL1371                          SUPERSEDED SURVEY CONTROL
 LL1371
 LL1371  NAD 83(1992)-  40 58 45.44544(N)    105 33 35.33102(W) AD(       ) 2
 LL1371  NAD 83(1986)-  40 58 45.44456(N)    105 33 35.33157(W) AD(       ) 2
 LL1371  NAD 27      -  40 58 45.49000(N)    105 33 33.35000(W) AD(       ) 2
 LL1371  NGVD 29 (07/19/86) 2642.0    (m)         8668.     (f) VERT ANG       
 LL1371
 LL1371.Superseded values are not recommended for survey control.
 LL1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1371.See file dsdata.txt to determine how the superseded data were derived.
 LL1371
 LL1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF5290436609(NAD 83)
 LL1371_MARKER: DS = TRIANGULATION STATION DISK
 LL1371_SETTING: 66 = SET IN ROCK OUTCROP
 LL1371
 LL1371  HISTORY     - Date     Condition        Report By
 LL1371  HISTORY     - 1949     MONUMENTED       CGS
 LL1371
 LL1371                          STATION DESCRIPTION
 LL1371
 LL1371'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LL1371'THE STATION IS LOCATED ABOUT 22 MILES AIRLINE SOUTH OF LARAMIE
 LL1371'AND ABOUT 1 MILE AIRLINE SOUTH OF THE WYOMING-COLORADO STATE
 LL1371'LINE ON A BARE, ROCKY BUTTE THAT IS KNOWN LOCALLY AS DIAMOND
 LL1371'PEAK.  THE BASE OF THE BUTTE IS TIMBERED ON ALL SIDES.  THE
 LL1371'STATION MARK IS SET FLUSH ON THE HIGHEST POINT OF THE BUTTE
 LL1371'AND IS STAMPED, DIAMOND 1949.
 LL1371'
 LL1371'REFERENCE MARK NO. 1 PROJECTS 8 FEET, IS 3 FEET LOWER THAN
 LL1371'THE STATION MARK AND IS STAMPED, DIAMOND NO 1 1949.
 LL1371'
 LL1371'REFERENCE MARK NO. 2 PROJECTS 1 FOOT, IS 2 FEET LOWER THAN
 LL1371'THE STATION MARK AND IS STAMPED, DIAMOND NO 2 1949.
 LL1371'
 LL1371'THE AZIMUTH MARK IS SET FLUSH 0.25 MILE NORTH OF THE WYOMING-COLORADO
 LL1371'STATE LINE, 75 FEET WEST OF A ROAD, 50 FEET EAST OF A FENCE
 LL1371'AND 16 FEET EAST OF A WHITE WITNESS POST.  IT IS STAMPED,
 LL1371'DIAMOND 1949.
 LL1371'
 LL1371'TO REACH THE STATION FROM LARAMIE.  GO SOUTH ON U.S. HIGHWAY
 LL1371'287, 17.5 MILES TO A CROSSROAD AT TIE SIDING.  TURN RIGHT,
 LL1371'GO 3.2 MILES TO A ROAD RIGHT.  CONTINUE STRAIGHT AHEAD 3.35
 LL1371'MILES TO THE AZIMUTH MARK ON RIGHT.  CONTINUE 0.25 MILE TO
 LL1371'A SIGN, ENTERING COLORADO.  CONTINUE STRAIGHT AHEAD 0.65
 LL1371'MILE TO A ROAD RIGHT.  TURN RIGHT, THROUGH GATE, GO 0.4
 LL1371'MILE TO ANOTHER GATE.  PASS THROUGH GATE, GO 0.05 MILE, THEN
 LL1371'TURN LEFT ON A DIM ROAD.  FOLLOW ROAD THROUGH TIMBER 0.15
 LL1371'MILE TO A TRIANGLE BLAZE ON A TREE AND END OF TRUCK TRAVEL.
 LL1371'FROM HERE WALK WESTERLY UP STEEP SLOPE AND OVER CLIFF TO
 LL1371'HIGHEST POINT OF BUTTE AND STATION.  A 30-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0514 ***********************************************************************
 KJ0514  DESIGNATION -  DICK
 KJ0514  PID         -  KJ0514
 KJ0514  STATE/COUNTY-  CO/LINCOLN
 KJ0514  USGS QUAD   -  T DRAW (1970)
 KJ0514
 KJ0514                         *CURRENT SURVEY CONTROL
 KJ0514  ___________________________________________________________________
 KJ0514* NAD 83(1992)-  39 28 18.26454(N)    103 40 36.79732(W)     ADJUSTED  
 KJ0514* NAVD 88     -      1727.0    (meters)    5666.     (feet)  VERTCON   
 KJ0514  ___________________________________________________________________
 KJ0514  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 KJ0514  GEOID HEIGHT-         -19.57  (meters)                     GEOID03
 KJ0514
 KJ0514  HORZ ORDER  -  FIRST
 KJ0514
 KJ0514.The horizontal coordinates were established by classical geodetic methods
 KJ0514.and adjusted by the National Geodetic Survey in January 1993..
 KJ0514
 KJ0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0514
 KJ0514.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0514
 KJ0514.The geoid height was determined by GEOID03.
 KJ0514
 KJ0514;                    North         East     Units Scale Factor Converg.
 KJ0514;SPC CO C     -   488,252.300 1,071,260.089   MT  0.99995679   +1 08 59.3
 KJ0514;SPC CO C     - 1,601,874.42  3,514,625.81   sFT  0.99995679   +1 08 59.3
 KJ0514;SPC CO N     -   321,780.649 1,071,273.961   MT  1.00004855   +1 10 40.7
 KJ0514;SPC CO N     - 1,055,708.68  3,514,671.32   sFT  1.00004855   +1 10 40.7
 KJ0514;UTM  13      - 4,369,963.648   613,807.870   MT  0.99975947   +0 50 28.3
 KJ0514
 KJ0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0514!SPC CO C     -   0.99973219  x   0.99995679  =   0.99968899
 KJ0514!SPC CO N     -   0.99973219  x   1.00004855  =   0.99978073
 KJ0514!UTM  13      -   0.99973219  x   0.99975947  =   0.99949173
 KJ0514
 KJ0514:                Primary Azimuth Mark                     Grid Az
 KJ0514:SPC CO C     -  POWER                                    032 16 43.8
 KJ0514:SPC CO N     -  POWER                                    032 15 02.4
 KJ0514:UTM  13      -  POWER                                    032 35 14.8
 KJ0514
 KJ0514|---------------------------------------------------------------------|
 KJ0514| PID    Reference Object                     Distance      Geod. Az  |
 KJ0514|                                                           dddmmss.s |
 KJ0514| KJ0547 POWER                               APPROX. 5.7 KM 0332543.1 |
 KJ0514| KJ0515 LIMON RADIO MAST                    APPROX. 9.1 KM 1804624.5 |
 KJ0514| CP6988 DICK RM 1                             8.264 METERS 19216     |
 KJ0514| KJ0535 LIMON ATT RELAY TOWER               APPROX.15.5 KM 2233526.3 |
 KJ0514| CP6989 DICK RM 2                             9.844 METERS 29605     |
 KJ0514| CP6987 DICK AZ MK                                         3372236.7 |
 KJ0514|---------------------------------------------------------------------|
 KJ0514
 KJ0514                          SUPERSEDED SURVEY CONTROL
 KJ0514
 KJ0514  NAD 83(1986)-  39 28 18.25814(N)    103 40 36.79480(W) AD(       ) 1
 KJ0514  NAD 27      -  39 28 18.31157(N)    103 40 34.96789(W) AD(       ) 1
 KJ0514  NGVD 29 (07/19/86) 1726.2    (m)         5663.     (f) VERT ANG       
 KJ0514
 KJ0514.Superseded values are not recommended for survey control.
 KJ0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0514.See file dsdata.txt to determine how the superseded data were derived.
 KJ0514
 KJ0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD1380869964(NAD 83)
 KJ0514_MARKER: DS = TRIANGULATION STATION DISK
 KJ0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0514
 KJ0514  HISTORY     - Date     Condition        Report By
 KJ0514  HISTORY     - 1960     MONUMENTED       USGS
 KJ0514  HISTORY     - 1970     GOOD             NGS
 KJ0514
 KJ0514                          STATION DESCRIPTION
 KJ0514
 KJ0514'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (NES)
 KJ0514'STATION IS LOCATED ON A HIGH PROMINENT RIDGE, ABOUT 14-1/4 MILES
 KJ0514'NORTH OF LIMON AND 2 MILES EAST OF THE ELBERT-LINCOLN COUNTY LINE,
 KJ0514'ON LAND OWNED BY MR. DICK HANSELMAN IN THE NORTHEAST 1/4 OF SECTION
 KJ0514'5, T 7 S, R 56 W.
 KJ0514'
 KJ0514'TO REACH FROM THE VILLAGE OF LAST CHANCE AT THE JUNCTION OF
 KJ0514'U.S. HIGHWAY 36 AND STATE HIGHWAY 71, GO SOUTH ON HIGHWAY 71 FOR
 KJ0514'12.0 MILES TO CROSSROADS AT THE COUNTY LINE, TURN RIGHT, AND GO
 KJ0514'WEST, SOUTH AND WEST FOR 5.4 MILES TO WHERE THE MAIN ROAD TURNS
 KJ0514'LEFT AND A HOUSE ON THE RIGHT, TURN LEFT, SOUTH, AND FOLLOW
 KJ0514'GRAVELED ROAD FOR 4.2 MILES TO A CATTLEGUARD, CROSS THE
 KJ0514'CATTLEGUARD AND CONTINUE SOUTHERLY ON GRAVELED ROAD FOR 1.2 MILES
 KJ0514'TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTHERLY ON
 KJ0514'GRAVELED ROAD FOR 0.25 MILE TO A SIDE ROAD LEFT AT TOP OF RIDGE,
 KJ0514'TURN LEFT, SOUTHEAST, ON TRACK ROAD FOR 0.15 MILE TO THE
 KJ0514'STATION ON THE LEFT.
 KJ0514'
 KJ0514'STATION MARKS ARE STANDARD DISKS, STAMPED DICK 1960.  THE SURFACE
 KJ0514'MARK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 KJ0514'PROJECTING 3 INCHES.  IT IS 9 FEET NORTH OF THE CENTER OF THE
 KJ0514'TRACK ROAD AND 4.8 FEET SOUTH OF A METAL WITNESS POST.
 KJ0514'
 KJ0514'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DICK NO 1 1960, SET
 KJ0514'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 4
 KJ0514'INCHES.  IT IS 31.9 FEET SOUTH OF A METAL WITNESS POST AND 19 FEET
 KJ0514'SOUTH OF THE CENTER OF THE TRACK ROAD.
 KJ0514'
 KJ0514'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DICK NO 2 1960, SET
 KJ0514'IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 1
 KJ0514'INCH.  IT IS 32 FEET WEST OF THE WITNESS POST AND 7 FEET NORTH OF
 KJ0514'THE CENTER OF THE TRACK ROAD.
 KJ0514'
 KJ0514'AZIMUTH MARK IS A STANDARD DISK, STAMPED DICK 1960, CEMENTED IN
 KJ0514'A DRILL HOLE IN A 1 X 4 FOOT BOULDER PROJECTING 18 INCHES.  IT IS
 KJ0514'116 FEET WEST OF THE CENTER OF A GRAVELED ROAD AND 3.5 FEET NORTH
 KJ0514'OF A METAL WITNESS POST.  IT IS ABOUT 60 FEET HIGHER THAN THE
 KJ0514'ROAD, AND ON THE SOUTH SLOPE OF A RIDGE.
 KJ0514
 KJ0514                          STATION RECOVERY (1970)
 KJ0514
 KJ0514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (FJG)
 KJ0514'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION AS
 KJ0514'DESCRIBED
 KJ0514'
 KJ0514'STATION MARK IS A STANDARD USC AND GS BRONZE TABLET SET IN A
 KJ0514'CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND AND STAMPED DICK
 KJ0514'1960.
 KJ0514'
 KJ0514'STATION POWER 1960 USC AND GS IS VISIBLE FROM THE GROUND AT THIS
 KJ0514'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 KJ0514'
 KJ0514'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0577 ***********************************************************************
 LN0577  DESIGNATION -  DICKINSON
 LN0577  PID         -  LN0577
 LN0577  STATE/COUNTY-  CO/MOFFAT
 LN0577  USGS QUAD   -  BEAVER BASIN (1973)
 LN0577
 LN0577                         *CURRENT SURVEY CONTROL
 LN0577  ___________________________________________________________________
 LN0577* NAD 83(1992)-  40 53 10.44790(N)    108 53 01.71735(W)     ADJUSTED  
 LN0577* NAVD 88     -      2582.9    (meters)    8474.     (feet)  VERTCON   
 LN0577  ___________________________________________________________________
 LN0577  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 LN0577  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 LN0577
 LN0577  HORZ ORDER  -  THIRD
 LN0577
 LN0577.The horizontal coordinates were established by classical geodetic methods
 LN0577.and adjusted by the National Geodetic Survey in November 1997..
 LN0577
 LN0577.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0577
 LN0577.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0577
 LN0577.The geoid height was determined by GEOID03.
 LN0577
 LN0577;                    North         East     Units Scale Factor Converg.
 LN0577;SPC CO N     -   482,668.917   629,279.350   MT  1.00001832   -2 11 11.0
 LN0577;SPC CO N     - 1,583,556.27  2,064,560.67   sFT  1.00001832   -2 11 11.0
 LN0577;UTM  12      - 4,528,283.888   678,286.331   MT  0.99999124   +1 23 07.9
 LN0577
 LN0577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0577!SPC CO N     -   0.99959729  x   1.00001832  =   0.99961560
 LN0577!UTM  12      -   0.99959729  x   0.99999124  =   0.99958853
 LN0577
 LN0577:                Primary Azimuth Mark                     Grid Az
 LN0577:SPC CO N     -  BRIDGE                                   243 45 46.9
 LN0577:UTM  12      -  BRIDGE                                   240 11 28.0
 LN0577
 LN0577|---------------------------------------------------------------------|
 LN0577| PID    Reference Object                     Distance      Geod. Az  |
 LN0577|                                                           dddmmss.s |
 LN0577| LN0580 BRIDGE                              APPROX.12.5 KM 2413435.9 |
 LN0577|---------------------------------------------------------------------|
 LN0577
 LN0577                          SUPERSEDED SURVEY CONTROL
 LN0577
 LN0577  NAD 83(1992)-  40 53 10.44992(N)    108 53 01.71105(W) AD(       ) 3
 LN0577  NAD 83(1992)-  40 53 10.43029(N)    108 53 01.70751(W) AD(       ) 3
 LN0577  NAD 83(1986)-  40 53 10.42997(N)    108 53 01.71043(W) AD(       ) 3
 LN0577  NAD 27      -  40 53 10.57483(N)    108 52 59.28385(W) AD(       ) 3
 LN0577  NGVD 29 (07/19/86) 2581.5    (m)         8469.     (f) VERT ANG       
 LN0577
 LN0577.Superseded values are not recommended for survey control.
 LN0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0577.See file dsdata.txt to determine how the superseded data were derived.
 LN0577
 LN0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL7828628284(NAD 83)
 LN0577
 LN0577  HISTORY     - Date     Condition        Report By
 LN0577  HISTORY     - 1952     MONUMENTED       USGS
 LN0577  HISTORY     - 1966     GOOD             USGS
 LN0577
 LN0577                          STATION DESCRIPTION
 LN0577
 LN0577'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LN0577'STATION IS LOCATED ON THE N. RIM OF COLD SPRINGS MOUNTAIN OVERLOOKING
 LN0577'BROWNS PARK AND THE GREEN RIVER AS IT BENDS S. INTO LODORE CANYON.
 LN0577'STATION SITE IS THE HIGHEST POINT OF A E-W. RIDGE.  LOCATED IN SEC.15
 LN0577'T.11 N., R.102 W., 17 AIR MI. N. AND 9 AIR MI. W. OF GREYSTONE,
 LN0577'COLORADO.
 LN0577'
 LN0577'TO REACH THE STATION FROM GREYSTONE, COLORADO GO N. ON MOFFAT COUNTY
 LN0577'RD. NO.10 FOR 9.4 MI. TO A JUNCTION WITH COLORADO 318. CONTINUE N.
 LN0577'AND W. ON COLORADO 318 FOR 14.5 MI. PASSING THROUGH IRISH CANYON TO A
 LN0577'TRACK RD. LEFT AT SUMMIT.  FOLLOW TRACK RD. LEFT FOR 1.7 MI. TO BOTTOM
 LN0577'OF STEEP ROCKY GRADE, CONTINUE UP GRADE FOR 0.5 MI. TO A RD. FORK.
 LN0577'FOLLOW RIGHT FORK FOR 0.4 MI. TO RD. FORK.  FOLLOW RIGHT FORK FOR 1.6
 LN0577'MI. TO A RD. FORK.  FOLLOW LEFT FORK, STRAIGHT AHEAD, FOR 0.3 MI. TO
 LN0577'A CABIN AND LAKE ON LEFT, CONTINUE ON MAIN TRAVELED RD. KEEPING TO
 LN0577'LEFT OF LONG MEADOW FOR 0.9 MI. TO A RD. FORK.  FOLLOW LEFT FORK FOR
 LN0577'0.2 MI. TO A RD. FORK, THEN FOLLOW LEFT FORK FOR 0.8 MI. TO A DAM ON
 LN0577'LEFT, CONTINUE THROUGH MEADOW KEEPING TO THE LEFT AND FOLLOW MAIN RD.
 LN0577'NW. 0.9 MI. TO A DAM ON RIGHT.  FOLLOW MAIN RD. NW. 0.5 MI. TO A RD.
 LN0577'FORK.  FOLLOW LEFT FORK FOR 0.5 MI. TO A SPRING AND LAKE ON RIGHT.
 LN0577'CONTINUE ALONG FENCE TO A RD. FORK AT FENCE CORNER.  AT FENCE CORNER
 LN0577'FOLLOW RIGHT FORK 1.0 MI. TO A LARGE MEADOW, KEEPING TO THE RIGHT SIDE
 LN0577'OF MEADOW  FOLLOW MAIN TRAVELED RD. FOR 2.2 MI. TO A CROSSROADS AT
 LN0577'THIS POINT AN OLD PHONE LINE WILL BE VISIBLE ABOUT 1/2 MI. AHEAD
 LN0577'CROSSING THE RD. AT RIGHT ANGLE.  FOLLOW LEFT FORK FOR 0.5 MI.
 LN0577'DROPPING OVER A RIDGE TO POND AND DAM WITH OLD CABIN ON W. SIDE.
 LN0577'FOLLOW AROUND TO THE LEFT PAST OLD CORRAL AND ALONG TRACK RD. FOR 0.8
 LN0577'MI. TO POINT NEAR BASE OF HIGHEST POINT ON RIDGE TO S. LEAVE TRACK RD.
 LN0577'AND DRIVE TO BASE OF HIGHEST POINT, 0.2 MI. THIS IS THE END OF TRUCK
 LN0577'TRAVEL.  PACK UP TO STATION, A 10 MIN. WALK.
 LN0577'
 LN0577'RECOVERED.
 LN0577'
 LN0577'STATION MARK - STANDARD TABLET STAMPED ---DICKINSON 1952---.
 LN0577'
 LN0577'REFERENCE MARK NO.1 - ARROW CHISELED IN ROCK, DISTANCE 39.2 FT.,
 LN0577'N 49 DEG 59 MIN W.
 LN0577'
 LN0577'REFERENCE MARK NO.2 - DRILL HOLE AND ARROW CHISELED IN ROCK, DISTANCE
 LN0577'52.7 FT., N 44 DEG 38 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0114 ***********************************************************************
 LL0114  DESIGNATION -  DIDO
 LL0114  PID         -  LL0114
 LL0114  STATE/COUNTY-  CO/WELD
 LL0114  USGS QUAD   -  SOUTH ROGGEN (1950)
 LL0114
 LL0114                         *CURRENT SURVEY CONTROL
 LL0114  ___________________________________________________________________
 LL0114* NAD 83(1992)-  40 04 23.06299(N)    104 18 44.57270(W)     ADJUSTED  
 LL0114* NAVD 88     -      1512.475  (meters)    4962.18   (feet)  ADJUSTED  
 LL0114  ___________________________________________________________________
 LL0114  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 LL0114  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 LL0114  DYNAMIC HT  -        1511.169 (meters)    4957.89  (feet)  COMP
 LL0114  MODELED GRAV-     979,708.6   (mgal)                       NAVD 88
 LL0114
 LL0114  HORZ ORDER  -  FIRST
 LL0114  VERT ORDER  -  SECOND    CLASS 0
 LL0114
 LL0114.The horizontal coordinates were established by classical geodetic methods
 LL0114.and adjusted by the National Geodetic Survey in January 1993..
 LL0114
 LL0114.The orthometric height was determined by differential leveling
 LL0114.and adjusted by the National Geodetic Survey in June 1991..
 LL0114
 LL0114.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL0114
 LL0114.The geoid height was determined by GEOID03.
 LL0114
 LL0114.The dynamic height is computed by dividing the NAVD 88
 LL0114.geopotential number by the normal gravity value computed on the
 LL0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0114.degrees latitude (g = 980.6199 gals.).
 LL0114
 LL0114.The modeled gravity was interpolated from observed gravity values.
 LL0114
 LL0114;                    North         East     Units Scale Factor Converg.
 LL0114;SPC CO N     -   387,612.234 1,015,702.068   MT  0.99996163   +0 46 02.5
 LL0114;SPC CO N     - 1,271,691.14  3,332,349.20   sFT  0.99996163   +0 46 02.5
 LL0114;UTM  13      - 4,436,094.166   558,632.556   MT  0.99964232   +0 26 33.6
 LL0114
 LL0114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL0114!SPC CO N     -   0.99976574  x   0.99996163  =   0.99972737
 LL0114!UTM  13      -   0.99976574  x   0.99964232  =   0.99940814
 LL0114
 LL0114|---------------------------------------------------------------------|
 LL0114| PID    Reference Object                     Distance      Geod. Az  |
 LL0114|                                                           dddmmss.s |
 LL0114| LL0113 DIDO RM 1                            27.409 METERS 03020     |
 LL0114| CP6991 DIDO RM 4                            27.350 METERS 03021     |
 LL0114| CP6992 DIDO RM 5                            26.305 METERS 03022     |
 LL0114| LL0115 DIDO RM 2                            27.406 METERS 26902     |
 LL0114| LL0116 DIDO AZ MK                                         2731802.6 |
 LL0114| CP6990 DIDO RM 3                            28.808 METERS 32403     |
 LL0114|---------------------------------------------------------------------|
 LL0114
 LL0114                          SUPERSEDED SURVEY CONTROL
 LL0114
 LL0114  NAD 83(1986)-  40 04 23.05169(N)    104 18 44.57240(W) AD(       ) 1
 LL0114  NAD 27      -  40 04 23.11000(N)    104 18 42.74500(W) AD(       ) 1
 LL0114  NGVD 29 (??/??/92) 1511.648  (m)         4959.47   (f) ADJ UNCH    2 0
 LL0114
 LL0114.Superseded values are not recommended for survey control.
 LL0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0114.See file dsdata.txt to determine how the superseded data were derived.
 LL0114
 LL0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE5863336094(NAD 83)
 LL0114_MARKER: DB = BENCH MARK DISK
 LL0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0114_STAMPING: DIDO 1935
 LL0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0114+STABILITY: SURFACE MOTION
 LL0114
 LL0114  HISTORY     - Date     Condition        Report By
 LL0114  HISTORY     - 1935     MONUMENTED       CGS
 LL0114  HISTORY     - 1949     GOOD             USGS
 LL0114  HISTORY     - 1952     GOOD             CGS
 LL0114  HISTORY     - 1952     GOOD             NGS
 LL0114  HISTORY     - 1975     GOOD             NGS
 LL0114  HISTORY     - 1977     GOOD             NGS
 LL0114  HISTORY     - 1979     GOOD             NGS
 LL0114
 LL0114                          STATION DESCRIPTION
 LL0114
 LL0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LL0114'THE STATION IS LOCATED ON A HIGH DIVIDE RIDGE 5-1/2 MILES DUE
 LL0114'EAST OF THE SMALL TOWN OF PROSPECT, COLORADO, IN THE NE 1/4
 LL0114'NW 1/4 OF SEC. 10, T. 1 N., R. 62 W., THE STATION RIDGE IS THE
 LL0114'HIGHEST ONE PASSED OVER BY STATE HIGHWAY 52 FOR SEVERAL MILES.
 LL0114'IT IS 6 MILES SOUTH AND 3-1/2 MILES EAST OF THE TOWN OF ROGGEN,
 LL0114'COLORADO ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD.
 LL0114'
 LL0114'THE STATION MARK, IS 1 FOOT NORTH OF THE SOUTH
 LL0114'RIGHT-OF-WAY FENCE OF STATE HIGHWAY 52, 38-1/2 FEET SOUTH OF THE
 LL0114'CENTERLINE OF HIGHWAY 52, AND APPROXIMATELY 0.2 MILE EAST-NORTHEAST
 LL0114'OF A DESERTED FARM SHACK.  IT PROJECTS 4 INCHES.
 LL0114'
 LL0114'REFERENCE MARK NO. 1, LIES NORTH-NORTHEAST OF THE
 LL0114'STATION, 1 FOOT SOUTH OF THE NORTH RIGHT-OF-WAY FENCE OF STATE
 LL0114'HIGHWAY 52, AND 37-1/2 FEET NORTH OF THE CENTERLINE.  IT PROJECTS
 LL0114'4 INCHES.
 LL0114'
 LL0114'REFERENCE MARK NO. 2, LIES WEST OF THE STATION, 3/4
 LL0114'FOOT NORTH OF THE SOUTH RIGHT-OF-WAY FENCE OF STATE HIGHWAY 52,
 LL0114'AND 37 FEET SOUTH OF THE CENTERLINE.  IT PROJECTS 6 INCHES.
 LL0114'
 LL0114'THE AZIMUTH MARK, LIES WEST BY NORTH OF THE STATION,
 LL0114'39 FEET NORTH OF THE CENTERLINE OF HIGHWAY 52, 1.7 FEET SOUTH OF
 LL0114'THE NORTH RIGHT-OF-WAY FENCE, AND 0.1 MILE EAST OF AN INTERSECTION
 LL0114'OF HIGHWAY 52 AND THE SECTION-LINE ROAD BETWEEN SECTIONS 4
 LL0114'AND 5 AND SECTIONS 9 AND 10.  IT PROJECTS 3 INCHES.
 LL0114'
 LL0114'AN 8-FOOT STAND CLEARS ALL LINES FROM THIS STATION.
 LL0114
 LL0114                          STATION RECOVERY (1949)
 LL0114
 LL0114'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 LL0114'STATION WAS RECOVERED IN GOOD CONDITION.
 LL0114
 LL0114                          STATION RECOVERY (1952)
 LL0114
 LL0114'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 LL0114'5.4 MILES EAST ALONG STATE HIGHWAY 52 FROM ITS INTERSECTION
 LL0114'WITH STATE HIGHWAY 79 AT PROSPECT VALLEY, 0.4 MILE EAST OF A
 LL0114'ROAD INTERSECTION, 40 FEET SOUTH OF THE CENTER LINE OF THE
 LL0114'HIGHWAY, AT THE NORTH EDGE OF A FIELD, A TRIANGULATION STATION
 LL0114'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 LL0114'ABOVE THE GROUND, STAMPED DIDO 1935.
 LL0114'
 LL0114'DIDO R.M. 1 IS 89.6 FEET NORTHEAST OF TRIANGULATION STATION DIDO
 LL0114'1935, 39 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 58.5 FEET
 LL0114'WEST OF A TELEPHONE POLE, 1 FOOT SOUTH OF A FENCE, A REFERENCE
 LL0114'MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 LL0114'THE GROUND, STAMPED DIDO NO 1 1935.
 LL0114'
 LL0114'DIDO R.M. 2 IS 90 FEET WEST OF TRIANGULATION STATION DIDO 1935,
 LL0114'40 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 97.7 FEET EAST
 LL0114'OF A POWER POLE, AT THE NORTH EDGE OF A FIELD, A REFERENCE MARK
 LL0114'DISK SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 LL0114'GROUND, STAMPED DIDO NO 2 1935.
 LL0114'
 LL0114'DIDO 1935 AZIMUTH IS 0.25 MILE WEST OF TRIANGULATION STATION
 LL0114'DIDO 1935, 39 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 51
 LL0114'FEET WEST OF A TELEPHONE POLE, 1.5 FEET SOUTH OF A FENCE, 1
 LL0114'FOOT WEST OF A WITNESS POST, A REFERENCE MARK DISK SET IN THE
 LL0114'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 LL0114'STAMPED DIDO 1935 AZIMUTH.
 LL0114
 LL0114                          STATION RECOVERY (1952)
 LL0114
 LL0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 LL0114'5.4 MI E FROM PROSPECT VALLEY.
 LL0114'5.4 MILES EAST ALONG STATE HIGHWAY 52 FROM ITS INTERSECTION WITH
 LL0114'STATE HIGHWAY 79 AT PROSPECT VALLEY, 0.4 MILE EAST OF A ROAD
 LL0114'INTERSECTION, 40 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AT
 LL0114'THE NORTH EDGE OF A FIELD, SET IN THE TOP OF A CONCRETE POST WHICH
 LL0114'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 LL0114
 LL0114                          STATION RECOVERY (1975)
 LL0114
 LL0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LL0114'STATION AND AZIMUTH MARKS WERE RECOVERED AND ARE IN GOOD
 LL0114'CONDITION.  REFERENCE MARK NUMBER 1 WAS FOUND BELOW THE SURFACE
 LL0114'OF THE GROUND AND PUSHED OVER SLIGHTLY.  THE MARK IS NOW
 LL0114'STRAIGHTENED UP AND IS SOLID IN THE GROUND.  REFERENCE MARK NUMBER 2
 LL0114'WAS FOUND BELOW THE GROUND SURFACE WITH THE TOP OF MARK BROKEN
 LL0114'OFF.  THE DISK WAS NOT FOUND.  REFERENCE MARK 1 IS NOW 4.  A NEW
 LL0114'REFERENCE MARK, NUMBER 3 HAS BEEN ESTABLISHED FOR THE STATION.
 LL0114'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAYS 52 AND 79
 LL0114'IN PROSPECT VALLEY.  GO EAST ON HIGHWAY 52 FOR 4.95 MILES TO A
 LL0114'GRAVELED ROAD LEFT AND TRACK ROAD RIGHT.  CONTINUE EAST ON
 LL0114'HIGHWAY 52 FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
 LL0114'CONTINUE EAST ON THE HIGHWAY FOR 0.25 MILE TO THE STATION MARK ON
 LL0114'THE RIGHT AND THE REFERENCE MARKS ON THE LEFT.
 LL0114'
 LL0114'STATION MARK DISK IS STAMPED DIDO 1935, SET IN THE TOP OF A SQUARE
 LL0114'CONCRETE MONUMENT PROJECTING 3 INCHES.  MARK IS 39 FEET SOUTH OF THE
 LL0114'CENTER OF STATE HIGHWAY 52, 2.0 FEET EAST OF A METAL WITNESS POST
 LL0114'WITH A METAL WITNESS SIGN ATTACED AND AT THE NORTH EDGE OF A
 LL0114'CULTIVATED FIELD.
 LL0114'
 LL0114'REFERENCE MARK NUMBER 3 IS A REFERENCE MARK DISK, STAMPED DIDO 1935
 LL0114'NO 3 1975, CLAMPED TO THE TOP OF A COPPER COATED ROAD WHICH IS
 LL0114'ATTACHED TO AN OCTAGON SHAPED STEEL PLATE WHICH IS BURRIED IN THE
 LL0114'GROUND 30 INCHES, SURROUNDED BY A 4-INCH TILE AND GRAVEL AT TOP.
 LL0114'MARK PROJECTS 2 INCHES.  MARK IS 39 FEET NORTH OF THE CENTER OF
 LL0114'HIGHWAY 52, 53.5 FEET WEST OF A TELEPHONE LINE POLE AND 1.2 FEET
 LL0114'EAST OF A METAL WITNESS POST WITH A METAL WITNESS SIGN ATTACHED.
 LL0114'
 LL0114'REFERENCE MARK NUMBER 4 DISK IS STAMPED DIDO 1935 NO 4 1975, SET IN
 LL0114'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES.  MARK IS
 LL0114'39 FEET NORTH OF THE CENTER OF THE HIGHWAY, 46.5 FEET EAST OF THE
 LL0114'TELEPHONE LINE POLE AND 1.6 FEET WEST OF A METAL WITNESS POST
 LL0114'WITH A METAL SIGN ATTACHED.
 LL0114'
 LL0114'AZIMUTH MARK DISK IS STAMPED DIDO AZIMUTH 1935, SET IN THE TOP OF A
 LL0114'SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES.  MARK IS 52.0 FEET
 LL0114'EAST OF A TELEPHONE LINE POLE, 38 FEET NORTH OF THE CENTER OF
 LL0114'HIGHWAY 52, 48.8 FEET WEST OF A TELEPHONE LINE POLE AND 1.8 FEET
 LL0114'EAST-NORTHEAST OF A METAL WITNESS POST WITH A METAL WITNESS SIGN
 LL0114'ATTACHED.
 LL0114'
 LL0114'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.35 MILES EAST OF
 LL0114'PROSPECT VALLEY.
 LL0114
 LL0114                          STATION RECOVERY (1977)
 LL0114
 LL0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LL0114'STATION MARK, REFERENCE MARK NUMBER 3 AND THE AZIMUTH MARK WERE
 LL0114'RECOVERED AND ARE IN GOOD CONDITION.  REFERENCE MARK NUMBER 4 WAS
 LL0114'RECOVERED BUT HAD BEEN HIT BY FARM MACHINERY AND WAS OUT OF
 LL0114'POSITION.  A NEW REFERENCE MARK, NUMBER 5 WAS ESTABLISHED AT THIS
 LL0114'TIME.  THE DIRECTION TO REFERENCE MARK NUMBER 3 CHECKED
 LL0114'ADEQUATELY BUT THE DISTANCE DID NOT CHECK BY 0.011 METERS.
 LL0114'DIRECTION TO THE MICROWAVE CHECKED SATISFACTORY.
 LL0114'
 LL0114'THE 1975 LOCATION AND ROUTE TO THE STATION IS ADEQUATE.
 LL0114'
 LL0114'STATION IS A STANDARD STATION MARK DISK, STAMPED DIDO 1935, SET IN
 LL0114'THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND
 LL0114'SURFACE.  MARK IS 38.5 FEET SOUTH OF THE CENTERLINE OF STATE
 LL0114'HIGHWAY 52 AND 1.7 FEET EAST OF A METAL WITNESS POST.
 LL0114'
 LL0114'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK, STAMPED DIDO
 LL0114'1935 NO 3 1975, CLAMPED TO THE TOP OF A COPPER COVERED ROD WHICH IS
 LL0114'ATTACHED TO AN OCTAGON SHAPED STEEL PLATE BURRIED IN THE GROUND.
 LL0114'DISK PROJECTS ABOUT 2 INCHES.  MARK IS 38-1/2 FEET NORTH OF THE
 LL0114'CENTERLINE OF HIGHWAY 52, 45.3 FEET WEST OF A POWERLINE POLE AND
 LL0114'2.2 FEET EAST OF A METAL WITNESS POST.
 LL0114'
 LL0114'REFERENCE MARK 5 IS A STANDARD REFERENCE MARK DISK, STAMPED DIDO
 LL0114'1935 NO 5 1977, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 LL0114'PROJECTING ABOUT 4 INCHES.  MARK IS 45.8 FEET EAST OF A POWERLINE
 LL0114'POLE, 37 FEET NORTH OF THE CENTERLINE OF HIGHWAY 52 AND 3 FEET WEST
 LL0114'OF A METAL WITNESS POST.
 LL0114'
 LL0114'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED DIDO 1935, SET
 LL0114'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES.
 LL0114'MARK IS 38 FEET NORTH OF HIGHWAY 52 AND 1.9 FEET EAST OF A METAL
 LL0114'WITNESS POST.
 LL0114'
 LL0114'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES EAST
 LL0114'OF PROSPECT VALLEY.
 LL0114
 LL0114                          STATION RECOVERY (1979)
 LL0114
 LL0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LL0114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0116 ***********************************************************************
 LL0116  DESIGNATION -  DIDO AZ MK
 LL0116  PID         -  LL0116
 LL0116  STATE/COUNTY-  CO/WELD
 LL0116  USGS QUAD   -  SOUTH ROGGEN (1950)
 LL0116
 LL0116                         *CURRENT SURVEY CONTROL
 LL0116  ___________________________________________________________________
 LL0116* NAD 83(1986)-  40 04 23.     (N)    104 19 00.     (W)     SCALED    
 LL0116* NAVD 88     -      1509.783  (meters)    4953.35   (feet)  ADJUSTED  
 LL0116  ___________________________________________________________________
 LL0116  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 LL0116  DYNAMIC HT  -        1508.478 (meters)    4949.06  (feet)  COMP
 LL0116  MODELED GRAV-     979,708.4   (mgal)                       NAVD 88
 LL0116
 LL0116  VERT ORDER  -  SECOND    CLASS 0
 LL0116
 LL0116.The horizontal coordinates were scaled from a topographic map and have
 LL0116.an estimated accuracy of +/- 6 seconds.
 LL0116
 LL0116.The orthometric height was determined by differential leveling
 LL0116.and adjusted by the National Geodetic Survey in June 1991..
 LL0116
 LL0116.The geoid height was determined by GEOID03.
 LL0116
 LL0116.The dynamic height is computed by dividing the NAVD 88
 LL0116.geopotential number by the normal gravity value computed on the
 LL0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0116.degrees latitude (g = 980.6199 gals.).
 LL0116
 LL0116.The modeled gravity was interpolated from observed gravity values.
 LL0116
 LL0116;                    North         East    Units  Estimated Accuracy
 LL0116;SPC CO N     -   387,610.    1,015,340.      MT  (+/- 180 meters Scaled)
 LL0116
 LL0116                          SUPERSEDED SURVEY CONTROL
 LL0116
 LL0116  NGVD 29 (??/??/92) 1508.955  (m)         4950.63   (f) ADJ UNCH    2 0
 LL0116
 LL0116.Superseded values are not recommended for survey control.
 LL0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0116.See file dsdata.txt to determine how the superseded data were derived.
 LL0116
 LL0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE582360(NAD 83)
 LL0116_MARKER: DB = BENCH MARK DISK
 LL0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0116_STAMPING: DIDO 1935 AZIMUTH
 LL0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0116+STABILITY: SURFACE MOTION
 LL0116
 LL0116  HISTORY     - Date     Condition        Report By
 LL0116  HISTORY     - 1935     MONUMENTED       CGS
 LL0116  HISTORY     - 1952     GOOD             NGS
 LL0116
 LL0116                          STATION DESCRIPTION
 LL0116
 LL0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 LL0116'5.2 MI E FROM PROSPECT VALLEY.
 LL0116'5.15 MILES EAST ALONG STATE HIGHWAY 52 FROM ITS INTERSECTION WITH
 LL0116'STATE HIGHWAY 79 AT PROSPECT VALLEY, 0.15 MILE EAST OF A ROAD
 LL0116'INTERSECTION, 39 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 51
 LL0116'FEET WEST OF A TELEPHONE POLE, 1.5 FEET SOUTH OF A FENCE, 1 FOOT WEST
 LL0116'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LL0116'0.3 FOOT ABOVE THE GROUND, 0.25 MILE WEST OF TRIANGULATION STATION
 LL0116'DIDO 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0113 ***********************************************************************
 LL0113  DESIGNATION -  DIDO RM 1
 LL0113  PID         -  LL0113
 LL0113  STATE/COUNTY-  CO/WELD
 LL0113  USGS QUAD   -  SOUTH ROGGEN (1950)
 LL0113
 LL0113                         *CURRENT SURVEY CONTROL
 LL0113  ___________________________________________________________________
 LL0113* NAD 83(1986)-  40 04 23.     (N)    104 18 44.     (W)     SCALED    
 LL0113* NAVD 88     -      1512.101  (meters)    4960.95   (feet)  ADJUSTED  
 LL0113  ___________________________________________________________________
 LL0113  GEOID HEIGHT-         -18.83  (meters)                     GEOID03
 LL0113  DYNAMIC HT  -        1510.795 (meters)    4956.67  (feet)  COMP
 LL0113  MODELED GRAV-     979,708.6   (mgal)                       NAVD 88
 LL0113
 LL0113  VERT ORDER  -  SECOND    CLASS 0
 LL0113
 LL0113.The horizontal coordinates were scaled from a topographic map and have
 LL0113.an estimated accuracy of +/- 6 seconds.
 LL0113
 LL0113.The orthometric height was determined by differential leveling
 LL0113.and adjusted by the National Geodetic Survey in June 1991..
 LL0113
 LL0113.The geoid height was determined by GEOID03.
 LL0113
 LL0113.The dynamic height is computed by dividing the NAVD 88
 LL0113.geopotential number by the normal gravity value computed on the
 LL0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0113.degrees latitude (g = 980.6199 gals.).
 LL0113
 LL0113.The modeled gravity was interpolated from observed gravity values.
 LL0113
 LL0113;                    North         East    Units  Estimated Accuracy
 LL0113;SPC CO N     -   387,610.    1,015,720.      MT  (+/- 180 meters Scaled)
 LL0113
 LL0113                          SUPERSEDED SURVEY CONTROL
 LL0113
 LL0113  NGVD 29 (??/??/92) 1511.274  (m)         4958.24   (f) ADJ UNCH    2 0
 LL0113
 LL0113.Superseded values are not recommended for survey control.
 LL0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0113.See file dsdata.txt to determine how the superseded data were derived.
 LL0113
 LL0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE586360(NAD 83)
 LL0113_MARKER: DB = BENCH MARK DISK
 LL0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0113_STAMPING: DIDO NO 1 1935
 LL0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0113+STABILITY: SURFACE MOTION
 LL0113
 LL0113  HISTORY     - Date     Condition        Report By
 LL0113  HISTORY     - 1935     MONUMENTED       CGS
 LL0113  HISTORY     - 1952     GOOD             NGS
 LL0113
 LL0113                          STATION DESCRIPTION
 LL0113
 LL0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 LL0113'5.4 MI E FROM PROSPECT VALLEY.
 LL0113'5.4 MILES EAST ALONG STATE HIGHWAY 52 FROM ITS INTERSECTION WITH
 LL0113'STATE HIGHWAY 79 AT PROSPECT VALLEY, 0.4 MILE EAST OF A ROAD
 LL0113'INTERSECTION, 39 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 89.6
 LL0113'FEET NORTHEAST OF TRIANGULATION STATION DIDO 1935, 58.5 FEET WEST
 LL0113'OF A TELEPHONE POLE, 1 FOOT SOUTH OF A FENCE, SET IN THE TOP OF A
 LL0113'CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0794 ***********************************************************************
 KL0794  DESIGNATION -  DIFFICULT
 KL0794  PID         -  KL0794
 KL0794  STATE/COUNTY-  CO/PITKIN
 KL0794  USGS QUAD   -  NEW YORK PEAK (1987)
 KL0794
 KL0794                         *CURRENT SURVEY CONTROL
 KL0794  ___________________________________________________________________
 KL0794* NAD 83(1992)-  39 04 41.43475(N)    106 41 55.20591(W)     ADJUSTED  
 KL0794* NAVD 88     -      3944.2    (meters)   12940.     (feet)  VERTCON   
 KL0794  ___________________________________________________________________
 KL0794  LAPLACE CORR-           4.97  (seconds)                    DEFLEC99
 KL0794  GEOID HEIGHT-         -13.34  (meters)                     GEOID03
 KL0794
 KL0794  HORZ ORDER  -  THIRD
 KL0794
 KL0794.The horizontal coordinates were established by classical geodetic methods
 KL0794.and adjusted by the National Geodetic Survey in January 1993..
 KL0794
 KL0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0794
 KL0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0794
 KL0794.The geoid height was determined by GEOID03.
 KL0794
 KL0794;                    North         East     Units Scale Factor Converg.
 KL0794;SPC CO C     -   443,671.317   810,689.513   MT  0.99993599   -0 45 21.6
 KL0794;SPC CO C     - 1,455,611.65  2,659,737.18   sFT  0.99993599   -0 45 21.6
 KL0794;UTM  13      - 4,326,825.200   353,066.863   MT  0.99986584   -1 04 15.6
 KL0794
 KL0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0794!SPC CO C     -   0.99938365  x   0.99993599  =   0.99931968
 KL0794!UTM  13      -   0.99938365  x   0.99986584  =   0.99924957
 KL0794
 KL0794                          SUPERSEDED SURVEY CONTROL
 KL0794
 KL0794  NAD 83(1986)-  39 04 41.42641(N)    106 41 55.21166(W) AD(       ) 3
 KL0794  NGVD 29 (11/04/91) 3942.3    (m)        12934.     (f) VERT ANG       
 KL0794
 KL0794.Superseded values are not recommended for survey control.
 KL0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0794.See file dsdata.txt to determine how the superseded data were derived.
 KL0794
 KL0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD5306726825(NAD 83)
 KL0794_MARKER: DD = SURVEY DISK
 KL0794_SETTING: 66 = SET IN ROCK OUTCROP
 KL0794_SP_SET: SET IN ROCK OUTCROP
 KL0794_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0794+STABILITY: POSITION/ELEVATION WELL
 KL0794
 KL0794  HISTORY     - Date     Condition        Report By
 KL0794  HISTORY     - 1959     MONUMENTED       USGS
 KL0794
 KL0794                          STATION DESCRIPTION
 KL0794
 KL0794'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 KL0794'STATION IS LOCATED 9.0 MI. SE. OF ASPEN, COLORADO, ON THE HIGHEST
 KL0794'POINT OF A RIDGE BETWEEN DIFFICULT CREEK AND NEW YORK CREEK.
 KL0794'
 KL0794'TO REACH FROM ASPEN, COLORADO, GO W. TO CASTLE CREEK, TAKE RD. UP
 KL0794'CASTLE CREEK TO ASHCROFT, TAKE RD. UP EXPRESS CREEK TO GOLD HILL,
 KL0794'FROM HERE PACK NE. FOR ABOUT 4 MI. TO RIDGE AT THE HEAD OF COLUMBIS
 KL0794'CREEK AND STATION.
 KL0794'
 KL0794'STATION MARK--A STANDARD TABLET STAMPED---DIFFICULT 1959---, SET IN
 KL0794'ROCK OUTCROP.
 KL0794'
 KL0794'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0786 ***********************************************************************
 JL0786  DESIGNATION -  DILLON
 JL0786  PID         -  JL0786
 JL0786  STATE/COUNTY-  CO/GUNNISON
 JL0786  USGS QUAD   -  CARPENTER RIDGE (1982)
 JL0786
 JL0786                         *CURRENT SURVEY CONTROL
 JL0786  ___________________________________________________________________
 JL0786* NAD 83(1992)-  38 29 38.92641(N)    107 14 55.17057(W)     ADJUSTED  
 JL0786* NAVD 88     -      2707.7    (meters)    8884.     (feet)  VERTCON   
 JL0786  ___________________________________________________________________
 JL0786  LAPLACE CORR-           3.99  (seconds)                    DEFLEC99
 JL0786  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 JL0786
 JL0786  HORZ ORDER  -  THIRD
 JL0786
 JL0786.The horizontal coordinates were established by classical geodetic methods
 JL0786.and adjusted by the National Geodetic Survey in January 1993..
 JL0786
 JL0786.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0786
 JL0786.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0786
 JL0786.The geoid height was determined by GEOID03.
 JL0786
 JL0786;                    North         East     Units Scale Factor Converg.
 JL0786;SPC CO C     -   379,624.145   761,859.866   MT  0.99999161   -1 06 10.3
 JL0786;SPC CO C     - 1,245,483.55  2,499,535.24   sFT  0.99999161   -1 06 10.3
 JL0786;SPC CO S     -   509,057.284   761,856.297   MT  1.00001167   -1 04 21.3
 JL0786;SPC CO S     - 1,670,132.11  2,499,523.53   sFT  1.00001167   -1 04 21.3
 JL0786;UTM  13      - 4,263,039.843   303,894.441   MT  1.00007362   -1 24 00.3
 JL0786
 JL0786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0786!SPC CO C     -   0.99957760  x   0.99999161  =   0.99956922
 JL0786!SPC CO S     -   0.99957760  x   1.00001167  =   0.99958927
 JL0786!UTM  13      -   0.99957760  x   1.00007362  =   0.99965119
 JL0786
 JL0786:                Primary Azimuth Mark                     Grid Az
 JL0786:SPC CO C     -  CEBOLLA                                  157 22 51.6
 JL0786:SPC CO S     -  CEBOLLA                                  157 21 02.6
 JL0786:UTM  13      -  CEBOLLA                                  157 40 41.6
 JL0786
 JL0786|---------------------------------------------------------------------|
 JL0786| PID    Reference Object                     Distance      Geod. Az  |
 JL0786|                                                           dddmmss.s |
 JL0786| JL0782 CEBOLLA                             APPROX. 5.5 KM 1561641.3 |
 JL0786|---------------------------------------------------------------------|
 JL0786
 JL0786                          SUPERSEDED SURVEY CONTROL
 JL0786
 JL0786  NAD 83(1986)-  38 29 38.92373(N)    107 14 55.18024(W) AD(       ) 3
 JL0786  NAD 27      -  38 29 38.94944(N)    107 14 52.97355(W) AD(       ) 3
 JL0786  NGVD 29 (07/19/86) 2706.2    (m)         8879.     (f) VERT ANG       
 JL0786
 JL0786.Superseded values are not recommended for survey control.
 JL0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0786.See file dsdata.txt to determine how the superseded data were derived.
 JL0786
 JL0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC0389463040(NAD 83)
 JL0786_MARKER: DD = SURVEY DISK
 JL0786_SETTING: 80 = SET IN A BOULDER
 JL0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0786+STABILITY: SURFACE MOTION
 JL0786
 JL0786  HISTORY     - Date     Condition        Report By
 JL0786  HISTORY     - 1950     MONUMENTED       USGS
 JL0786
 JL0786                          STATION DESCRIPTION
 JL0786
 JL0786'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JL0786'STATION LOCATED APPROXIMATELY 2 MI. - AIRLINE - N. OF THE GUNNISON
 JL0786'RIVER ON DILLON MESA, ABOUT 500 FT. E. OF DILLON GULCH AND 1.0 MI. N.
 JL0786'OF THE SOUTHERN TIP OF DILLON MESA.
 JL0786'
 JL0786'TO REACH STATION FROM INTERSECTION OF MAIN AND TOMICHI STS. IN
 JL0786'GUNNISON, COLORADO, DRIVE W. ON U. S. HWY. 50 TOWARD MONTROSE 19.7 MI.
 JL0786'TURN N.-RIGHT- ON RED CREEK RD. 1.8 MI. TO END OF TRUCK TRAVEL.  PACK
 JL0786'UP W. SIDE OF CANYON 1500 FT. AND W. ACROSS MESA 1000 FT. TO SMALL
 JL0786'PATCH OF ASPEN.  STATION LOCATED ABOUT 400 FT. SW. OF ASPEN GROVE
 JL0786'WHICH IS SOUTHERN MOST PATCH OF TREES ON DILLON MESA AND 600 FT. E.
 JL0786'FROM THE E. RIM OF DILLON GULCH.
 JL0786'
 JL0786'STATION MARK - STANDARD TABLET SET FLUSH WITH GROUND IN BOULDER IN
 JL0786'PLACE, STAMPED --- C-DILLON 1950 ---.
 JL0786'
 JL0786'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0305 ***********************************************************************
 KM0305  DESIGNATION -  DILLON
 KM0305  PID         -  KM0305
 KM0305  STATE/COUNTY-  CO/RIO BLANCO
 KM0305  USGS QUAD   -  BLACK CABIN GULCH (1973)
 KM0305
 KM0305                         *CURRENT SURVEY CONTROL
 KM0305  ___________________________________________________________________
 KM0305* NAD 83(1992)-  39 50 06.35731(N)    108 35 19.15736(W)     ADJUSTED  
 KM0305* NAVD 88     -      2628.3    (meters)    8623.     (feet)  VERTCON   
 KM0305  ___________________________________________________________________
 KM0305  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 KM0305  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 KM0305
 KM0305  HORZ ORDER  -  THIRD
 KM0305
 KM0305.The horizontal coordinates were established by classical geodetic methods
 KM0305.and adjusted by the National Geodetic Survey in January 1993..
 KM0305
 KM0305.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0305
 KM0305.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0305
 KM0305.The geoid height was determined by GEOID03.
 KM0305
 KM0305;                    North         East     Units Scale Factor Converg.
 KM0305;SPC CO N     -   365,115.409   650,074.282   MT  0.99998300   -1 59 44.5
 KM0305;SPC CO N     - 1,197,882.80  2,132,785.37   sFT  0.99998300   -1 59 44.5
 KM0305;UTM  12      - 4,412,237.373   706,337.015   MT  1.00012417   +1 32 42.7
 KM0305
 KM0305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0305!SPC CO N     -   0.99959036  x   0.99998300  =   0.99957337
 KM0305!UTM  12      -   0.99959036  x   1.00012417  =   0.99971448
 KM0305
 KM0305:                Primary Azimuth Mark                     Grid Az
 KM0305:SPC CO N     -  CATHEDRAL                                166 32 17.3
 KM0305:UTM  12      -  CATHEDRAL                                162 59 50.1
 KM0305
 KM0305|---------------------------------------------------------------------|
 KM0305| PID    Reference Object                     Distance      Geod. Az  |
 KM0305|                                                           dddmmss.s |
 KM0305| KM0306 CATHEDRAL                           APPROX.12.4 KM 1643232.8 |
 KM0305|---------------------------------------------------------------------|
 KM0305
 KM0305                          SUPERSEDED SURVEY CONTROL
 KM0305
 KM0305  NAD 83(1986)-  39 50 06.35142(N)    108 35 19.15164(W) AD(       ) 3
 KM0305  NAD 27      -  39 50 06.44802(N)    108 35 16.80134(W) AD(       ) 3
 KM0305  NGVD 29 (07/19/86) 2626.9    (m)         8618.     (f) VERT ANG       
 KM0305
 KM0305.Superseded values are not recommended for survey control.
 KM0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0305.See file dsdata.txt to determine how the superseded data were derived.
 KM0305
 KM0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYK0633712237(NAD 83)
 KM0305_MARKER: DD = SURVEY DISK
 KM0305_SETTING: 0 = UNSPECIFIED SETTING
 KM0305_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0305
 KM0305  HISTORY     - Date     Condition        Report By
 KM0305  HISTORY     - 1950     MONUMENTED       USGS
 KM0305
 KM0305                          STATION DESCRIPTION
 KM0305
 KM0305'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KM0305'LOCATED ABOUT 10.0 MI. (AIRLINE) W. OF BLACK SULPHUR GULCH.  ON ONE OF
 KM0305'THE HIGHEST ON THE CATHEDRAL BLUFF RIDGE, ABOUT 0.25 MI. NW. OF THIS
 KM0305'STATION IS A MONUMENT, DEDICATED TO A HUNTER WHO PASSED AWAY ON THIS
 KM0305'MOUNTAIN.  NATIVES ARE WELL ACQUAINTED WITH THIS MONUMENT.
 KM0305'
 KM0305'TO REACH FROM INTERSECTION OF HIGHWAY 13 AND PICEANCE CREEK ROAD AT
 KM0305'RIO BLANCO, COLORADO, PROCEED W. ON PICEANCE CREEK ROAD 26.9 MI. TO
 KM0305'RYANS GULCH ROAD, PROCEED ALONG BLACK SULPHUR ROAD 5.8 MI. TO RD. FORK
 KM0305'AND SCHOOLHOUSE, GO LEFT ALONG DIRT RD. 3.2 MI. TO A RD. FORK AND
 KM0305'REGALS RANCH, TURN RIGHT (W.) AND FOLLOW MAIN TRAVELED RD. 3.2 MI.
 KM0305'TO HUGHES HUNTING CABIN, GO FROM CABIN ACROSS DRAIN AND ALONG RD. ON
 KM0305'N. SIDE OF DRAIN THRU GATE AND PASS ANOTHER CABIN, THENCE N. AND W.
 KM0305'ALONG MAIN TRAVELED RD. 7.6 MI. TO TOP OF CATHEDRAL BLUFFS AND Y-RD.
 KM0305'GO LEFT (S.) 0.2 MI. ACROSS SADDLE TO T-RD. E., THENCE E. ALONG RD.
 KM0305'ABOUT 0.1 MI. TO STATION SITE.
 KM0305'
 KM0305'STATION MARK--STANDARD TABLET, CEMENTED IN CONCRETE MONUMENT, STAMPED
 KM0305'---DILLON 1950---.
 KM0305'
 KM0305'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, CEMENTED IN A
 KM0305'CONCRETE MONUMENT, PROTRUDING 4 IN. ABOVE GROUND, STAMPED ---NO. 1---,
 KM0305'173.10 FT. FROM STATION MARK, S 43 DEG 51 MIN E.
 KM0305'
 KM0305'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, CEMENTED IN A
 KM0305'CONCRETE MONUMENT, PROTRUDING 4 IN. ABOVE GROUND, STAMPED ---NO. 2---,
 KM0305'275.95 FT. FROM STATION MARK, S 82 DEG 25 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0561 ***********************************************************************
 LN0561  DESIGNATION -  DINNY
 LN0561  PID         -  LN0561
 LN0561  STATE/COUNTY-  CO/MOFFAT
 LN0561  USGS QUAD   -  HELLS CANYON (1954)
 LN0561
 LN0561                         *CURRENT SURVEY CONTROL
 LN0561  ___________________________________________________________________
 LN0561* NAD 83(1992)-  40 22 39.20298(N)    108 56 55.52765(W)     ADJUSTED  
 LN0561* NAVD 88     -      2247.8    (meters)    7375.     (feet)  VERTCON   
 LN0561  ___________________________________________________________________
 LN0561  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 LN0561  GEOID HEIGHT-         -15.68  (meters)                     GEOID03
 LN0561
 LN0561  HORZ ORDER  -  THIRD
 LN0561
 LN0561.The horizontal coordinates were established by classical geodetic methods
 LN0561.and adjusted by the National Geodetic Survey in November 1997..
 LN0561
 LN0561.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0561
 LN0561.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0561
 LN0561.The geoid height was determined by GEOID03.
 LN0561
 LN0561;                    North         East     Units Scale Factor Converg.
 LN0561;SPC CO N     -   426,436.278   621,613.256   MT  0.99995929   -2 13 42.1
 LN0561;SPC CO N     - 1,399,066.36  2,039,409.49   sFT  0.99995929   -2 13 42.1
 LN0561;UTM  12      - 4,471,683.405   674,131.335   MT  0.99997326   +1 19 45.0
 LN0561
 LN0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0561!SPC CO N     -   0.99964997  x   0.99995929  =   0.99960927
 LN0561!UTM  12      -   0.99964997  x   0.99997326  =   0.99962324
 LN0561
 LN0561:                Primary Azimuth Mark                     Grid Az
 LN0561:SPC CO N     -  MOO                                      156 21 29.8
 LN0561:UTM  12      -  MOO                                      152 48 02.7
 LN0561
 LN0561|---------------------------------------------------------------------|
 LN0561| PID    Reference Object                     Distance      Geod. Az  |
 LN0561|                                                           dddmmss.s |
 LN0561| LN0559 MOO                                 APPROX. 7.3 KM 1540747.7 |
 LN0561|---------------------------------------------------------------------|
 LN0561
 LN0561                          SUPERSEDED SURVEY CONTROL
 LN0561
 LN0561  NAD 83(1992)-  40 22 39.19040(N)    108 56 55.51450(W) AD(       ) 3
 LN0561  NAD 83(1986)-  40 22 39.18959(N)    108 56 55.51483(W) AD(       ) 3
 LN0561  NAD 27      -  40 22 39.31243(N)    108 56 53.09944(W) AD(       ) 3
 LN0561  NGVD 29 (07/19/86) 2246.4    (m)         7370.     (f) VERT ANG       
 LN0561
 LN0561.Superseded values are not recommended for survey control.
 LN0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0561.See file dsdata.txt to determine how the superseded data were derived.
 LN0561
 LN0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK7413171683(NAD 83)
 LN0561
 LN0561  HISTORY     - Date     Condition        Report By
 LN0561  HISTORY     - 1952     MONUMENTED       USGS
 LN0561  HISTORY     - 1961     GOOD             USGS
 LN0561
 LN0561                          STATION DESCRIPTION
 LN0561
 LN0561'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 LN0561'STATION LOCATED ABOUT 21.6 MI. (AIRLINE) E. OF JENSEN, UTAH, IN
 LN0561'SEC. 14, T 5 N, R 103 W, ON NW. END OF SAGE BRUSH COVERED KNOLL.
 LN0561'
 LN0561'TO REACH STATION FROM GREEN RIVER BRIDGE IN JENSEN, UTAH, GO SE. ON
 LN0561'U.S. HIGHWAY 40 11.7 MI. TO T-RD. JUNCTION ABOUT 0.1 MI. E. OF
 LN0561'CULVERT, FOLLOW LEFT FORK, DIRT RD., 1.2 MI. TO RD. FORK, TAKE LEFT
 LN0561'FORK, ACROSS DRAW 11.9 MI., WINDING ON UP MOUNTAIN TO TOP OF RIM,
 LN0561'FOLLOW RIGHT FORK (MOFFAT COUNTY 16) 2.1 MI. TO RD. FORK, TAKE LEFT
 LN0561'FORK 0.8 MI. TO CURVE IN RD. NEAR SUMMIT, JUST BEYOND DRAW, THENCE
 LN0561'RIGHT TO TOP OF KNOLL AND STATION.
 LN0561'
 LN0561'RECOVERED IN GOOD CONDITION.
 LN0561'
 LN0561'STATION MARK--A STANDARD TABLET SET IN A 2- X 2-FT. BOULDER, STAMPED
 LN0561'---DINNY 1952---.
 LN0561'
 LN0561'REFERENCE MARK NO. 1--A COPPER NAIL AND WASHER SET IN 1/2-IN. IRON
 LN0561'PIPE PROJECTING 0.3 FT. ABOVE GROUND, 100.0 FT. FROM STATION,
 LN0561'S 21 DEG 49 MIN W.
 LN0561'
 LN0561'REFERENCE MARK NO. 2--A STANDARD REFERENCE MARK TABLET SET IN ROCK,
 LN0561'254.5 FT. FROM STATION MARK, N 73 DEG 21 MIN W,
 LN0561'STAMPED ---DINNY 2 1952---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0601 ***********************************************************************
 LM0601  DESIGNATION -  DIRT
 LM0601  PID         -  LM0601
 LM0601  STATE/COUNTY-  CO/GRAND
 LM0601  USGS QUAD   -  GORE MOUNTAIN (1980)
 LM0601
 LM0601                         *CURRENT SURVEY CONTROL
 LM0601  ___________________________________________________________________
 LM0601* NAD 83(1992)-  40 10 16.66364(N)    106 37 32.62406(W)     ADJUSTED  
 LM0601* NAVD 88     -      3297.     (meters)   10817.     (feet)  VERTCON   
 LM0601  ___________________________________________________________________
 LM0601  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 LM0601  GEOID HEIGHT-         -12.25  (meters)                     GEOID03
 LM0601
 LM0601  HORZ ORDER  -  THIRD
 LM0601
 LM0601.The horizontal coordinates were established by classical geodetic methods
 LM0601.and adjusted by the National Geodetic Survey in January 1993..
 LM0601
 LM0601.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0601
 LM0601.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0601
 LM0601.The geoid height was determined by GEOID03.
 LM0601
 LM0601;                    North         East     Units Scale Factor Converg.
 LM0601;SPC CO N     -   398,448.373   818,518.754   MT  0.99995780   -0 43 38.5
 LM0601;SPC CO N     - 1,307,242.70  2,685,423.61   sFT  0.99995780   -0 43 38.5
 LM0601;UTM  13      - 4,448,036.665   361,572.491   MT  0.99983589   -1 02 56.0
 LM0601
 LM0601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0601!SPC CO N     -   0.99948504  x   0.99995780  =   0.99944286
 LM0601!UTM  13      -   0.99948504  x   0.99983589  =   0.99932101
 LM0601
 LM0601:                Primary Azimuth Mark                     Grid Az
 LM0601:SPC CO N     -  GORE                                     335 59 56.3
 LM0601:UTM  13      -  GORE                                     336 19 13.8
 LM0601
 LM0601|---------------------------------------------------------------------|
 LM0601| PID    Reference Object                     Distance      Geod. Az  |
 LM0601|                                                           dddmmss.s |
 LM0601| LM0600 GORE                                APPROX. 6.4 KM 3351617.8 |
 LM0601|---------------------------------------------------------------------|
 LM0601
 LM0601                          SUPERSEDED SURVEY CONTROL
 LM0601
 LM0601  NAD 83(1986)-  40 10 16.66123(N)    106 37 32.62259(W) AD(       ) 3
 LM0601  NAD 27      -  40 10 16.71912(N)    106 37 30.47399(W) AD(       ) 3
 LM0601  NGVD 29 (07/19/86) 3295.     (m)        10810.     (f) VERT ANG       
 LM0601
 LM0601.Superseded values are not recommended for survey control.
 LM0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0601.See file dsdata.txt to determine how the superseded data were derived.
 LM0601
 LM0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE6157248037(NAD 83)
 LM0601
 LM0601  HISTORY     - Date     Condition        Report By
 LM0601  HISTORY     - 1955     MONUMENTED       USGS
 LM0601  HISTORY     - 1976     MARK NOT FOUND   USGS
 LM0601
 LM0601                          STATION DESCRIPTION
 LM0601
 LM0601'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 LM0601'LOCATED ON THE GORE RANGE, ON THE HIGHEST TOP IN THE VICINITY, ABOUT
 LM0601'14 MI. (AIRLINE) NW. OF KREMMLING, ABOUT 12 MI. (AIRLINE) NE. OF
 LM0601'TOPONAS, NEAR LINE BETWEEN SEC. 6, T 2 N, R 82 W, AND SEC. 31, T 3 N,
 LM0601'R 82 W, ABOUT 3 FT. SW. OF A TREE 2 FT. IN DIAMETER.
 LM0601'
 LM0601'TO REACH FROM KREMMLING, GO NW. ON U.S. HIGHWAY 40 5.9 MI. TO JUNCTION
 LM0601'OF STATE HIGHWAY 84.  TURN LEFT (W.) ON HIGHWAY 84, GO 3.9 MI. TO RD.
 LM0601'ON RIGHT AND SIGN READING --ROUTT DIVIDE ROAD CLOSED TO PUBLIC
 LM0601'TRAFFIC--.  TURN RIGHT, FOLLOW RD. N. AND W. 4.5 MI. TO RD. FORK AND
 LM0601'SIGN READING --BUFFALO PARK 9-- (LEFT) --RED DIRT RES. 3-- (RIGHT).
 LM0601'TAKE LEFT FORK NW., GO 5.0 MI. TO LOGGING RD. ON LEFT BETWEEN TWO
 LM0601'CUTS ON MAIN RD.  TURN LEFT (W.), GO 0.7 MI. TO OLD SAWMILL SITE (END
 LM0601'OF TRUCK TRAVEL).  CONTINUE W. AND SW. ALONG HEAVILY TIMBERED RIDGE
 LM0601'TO TOP AND STATION, ABOUT 30-MINUTE PACK.
 LM0601'
 LM0601'SEARCHED FOR AND NOT FOUND.
 LM0601'
 LM0601'STATION MARK--STANDARD TABLET CEMENTED IN EMBEDDED ROCK, STAMPED
 LM0601'---DIRT 1955---.
 LM0601'
 LM0601'REFERENCE MARK NO. 1--1/2-IN. REINFORCING ROD DRIVEN IN GROUND 81.5
 LM0601'FT. FROM STATION MARK, N 88 DEG 54 MIN W.
 LM0601'
 LM0601'REFERENCE MARK NO. 2--1/2-IN. REINFORCING ROD DRIVEN IN GROUND 77.4
 LM0601'FT. FROM STATION MARK, N 13 DEG 12 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0215 ***********************************************************************
 LL0215  DESIGNATION -  DISTANT MARK
 LL0215  PID         -  LL0215
 LL0215  STATE/COUNTY-  CO/WELD
 LL0215  USGS QUAD   -  GREELEY (1980)
 LL0215
 LL0215                         *CURRENT SURVEY CONTROL
 LL0215  ___________________________________________________________________
 LL0215* NAD 83(1986)-  40 25 29.     (N)    104 41 34.     (W)     SCALED    
 LL0215* NAVD 88     -      1420.329  (meters)    4659.86   (feet)  ADJUSTED  
 LL0215  ___________________________________________________________________
 LL0215  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 LL0215  DYNAMIC HT  -        1419.116 (meters)    4655.88  (feet)  COMP
 LL0215  MODELED GRAV-     979,721.9   (mgal)                       NAVD 88
 LL0215
 LL0215  VERT ORDER  -  FIRST     CLASS II
 LL0215
 LL0215.The horizontal coordinates were scaled from a topographic map and have
 LL0215.an estimated accuracy of +/- 6 seconds.
 LL0215
 LL0215.The orthometric height was determined by differential leveling
 LL0215.and adjusted by the National Geodetic Survey in June 1991..
 LL0215.WARNING-Repeat measurements at this control monument indicate possible
 LL0215.vertical movement.
 LL0215
 LL0215.The geoid height was determined by GEOID03.
 LL0215
 LL0215.The dynamic height is computed by dividing the NAVD 88
 LL0215.geopotential number by the normal gravity value computed on the
 LL0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0215.degrees latitude (g = 980.6199 gals.).
 LL0215
 LL0215.The modeled gravity was interpolated from observed gravity values.
 LL0215
 LL0215;                    North         East    Units  Estimated Accuracy
 LL0215;SPC CO N     -   426,290.      982,900.      MT  (+/- 180 meters Scaled)
 LL0215
 LL0215                          SUPERSEDED SURVEY CONTROL
 LL0215
 LL0215  NGVD 29 (06/08/92) 1419.445  (m)         4656.96   (f) ADJUSTED    1 2
 LL0215
 LL0215.Superseded values are not recommended for survey control.
 LL0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0215.See file dsdata.txt to determine how the superseded data were derived.
 LL0215
 LL0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE260749(NAD 83)
 LL0215_MARKER: DD = SURVEY DISK
 LL0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0215_MARK LOGO: USGS  
 LL0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0215+STABILITY: SURFACE MOTION
 LL0215
 LL0215  HISTORY     - Date     Condition        Report By
 LL0215  HISTORY     - UNK      MONUMENTED       USGS
 LL0215  HISTORY     - 1956     GOOD             NGS
 LL0215  HISTORY     - 1983     GOOD             NGS
 LL0215
 LL0215                          STATION DESCRIPTION
 LL0215
 LL0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0215'AT GREELEY.
 LL0215'AT GREELEY, 3 BLOCKS NORTHWEST OF THE UNION PACIFIC RAILROAD
 LL0215'STATION, AT THE NORTH SIDE OF THE SOUTH PART OF THE CITY PARK,
 LL0215'47.7 FEET SOUTH OF THE SOUTH CURB OF 8TH STREET, 84 FEET NORTHEAST
 LL0215'OF THE NORTHEAST SIDE OF A ROCK FOUNTAIN, 5.8 FEET SOUTHWEST OF A
 LL0215'30 INCH ELM TREE, SET IN THE TOP OF A SANDSTONE POST WHICH
 LL0215'PROJECTS 0.8 FOOT ABOVE THE GROUND.
 LL0215
 LL0215                          STATION RECOVERY (1983)
 LL0215
 LL0215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0215'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0379 ***********************************************************************
 JM0379  DESIGNATION -  DITCH
 JM0379  PID         -  JM0379
 JM0379  STATE/COUNTY-  CO/MONTROSE
 JM0379  USGS QUAD   -  DELTA (1962)
 JM0379
 JM0379                         *CURRENT SURVEY CONTROL
 JM0379  ___________________________________________________________________
 JM0379* NAD 83(1992)-  38 38 58.59829(N)    108 00 38.00861(W)     ADJUSTED  
 JM0379* NAVD 88     -      1605.8    (meters)    5268.     (feet)  VERTCON   
 JM0379  ___________________________________________________________________
 JM0379  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 JM0379  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 JM0379
 JM0379  HORZ ORDER  -  THIRD
 JM0379
 JM0379.The horizontal coordinates were established by classical geodetic methods
 JM0379.and adjusted by the National Geodetic Survey in January 1993..
 JM0379
 JM0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0379
 JM0379.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0379
 JM0379.The geoid height was determined by GEOID03.
 JM0379
 JM0379;                    North         East     Units Scale Factor Converg.
 JM0379;SPC CO S     -   527,824.481   695,868.791   MT  1.00004664   -1 32 23.7
 JM0379;SPC CO S     - 1,731,704.15  2,283,029.53   sFT  1.00004664   -1 32 23.7
 JM0379;SPC CO C     -   398,432.849   695,887.754   MT  0.99996675   -1 35 00.2
 JM0379;SPC CO C     - 1,307,191.77  2,283,091.74   sFT  0.99996675   -1 35 00.2
 JM0379;UTM  12      - 4,282,135.671   760,159.103   MT  1.00043356   +1 52 05.2
 JM0379;UTM  13      - 4,282,195.832   238,002.892   MT  1.00044538   -1 52 52.8
 JM0379
 JM0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0379!SPC CO S     -   0.99975076  x   1.00004664  =   0.99979738
 JM0379!SPC CO C     -   0.99975076  x   0.99996675  =   0.99971751
 JM0379!UTM  12      -   0.99975076  x   1.00043356  =   1.00018421
 JM0379!UTM  13      -   0.99975076  x   1.00044538  =   1.00019602
 JM0379
 JM0379:                Primary Azimuth Mark                     Grid Az
 JM0379:SPC CO S     -  FENCE                                    169 30 18.0
 JM0379:SPC CO C     -  FENCE                                    169 32 54.5
 JM0379:UTM  12      -  FENCE                                    166 05 49.1
 JM0379:UTM  13      -  FENCE                                    169 50 47.1
 JM0379
 JM0379|---------------------------------------------------------------------|
 JM0379| PID    Reference Object                     Distance      Geod. Az  |
 JM0379|                                                           dddmmss.s |
 JM0379| JM0381 FENCE                               APPROX. 3.2 KM 1675754.3 |
 JM0379|---------------------------------------------------------------------|
 JM0379
 JM0379                          SUPERSEDED SURVEY CONTROL
 JM0379
 JM0379  NAD 83(1986)-  38 38 58.59271(N)    108 00 38.00097(W) AD(       ) 3
 JM0379  NAD 27      -  38 38 58.64348(N)    108 00 35.75704(W) AD(       ) 3
 JM0379  NGVD 29 (07/19/86) 1604.7    (m)         5265.     (f) VERT ANG       
 JM0379
 JM0379.Superseded values are not recommended for survey control.
 JM0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0379.See file dsdata.txt to determine how the superseded data were derived.
 JM0379
 JM0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH6015982136(NAD 83)
 JM0379
 JM0379  HISTORY     - Date     Condition        Report By
 JM0379  HISTORY     - 1951     MONUMENTED       USGS
 JM0379  HISTORY     - 1966     GOOD             USGS
 JM0379
 JM0379                          STATION DESCRIPTION
 JM0379
 JM0379'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (AWH)
 JM0379'STATION IS LOCATED ABOUT 3.3 MI. (AIRLINE) NW. OF OLATHE ON E. SIDE
 JM0379'OF PROMINENT MESA OVERLOOKING THE UNCOMPAHGRE RIVER TO THE E.
 JM0379'
 JM0379'TO REACH STATION FROM OLATHE HIGH SCHOOL, DRIVE N. ON U.S. HIGHWAY 50
 JM0379'2.0 MI. TO CROSSROAD, TURN LEFT (W.) PAST POTATO CELLARS AND GO 0.25
 JM0379'MI. TO A RD. JUNCTION, THENCE RIGHT (N.) 0.5 MI. TO RAILROAD CROSSING
 JM0379'THENCE W. 1.3 MI. TO RD. JUNCTION, THENCE RIGHT (N.) 0.65 MI. TO FARM
 JM0379'HOUSE.  DRIVE THROUGH FARM YARD 0.05 MI. TO A BRIDGE CROSSING THE
 JM0379'IRRIGATION DITCH, CROSS BRIDGE AND TURN RIGHT ON E. BANK OF DITCH AND
 JM0379'GO 0.35 MI. TO A WEIR.  STATION IS LOCATED 33 FT. S. OF WEIR AND 2 FT.
 JM0379'N. OF FENCE LINE.
 JM0379'
 JM0379'STATION MARK--STANDARD TABLET, STAMPED ---DITCH 1951---, CEMENTED IN A
 JM0379'LARGE BOULDER.  (REPORTED DESTROYED)
 JM0379'
 JM0379'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO.
 JM0379'1---, CEMENTED IN A LARGE BOULDER, 54.40 FT. FROM STATION MARK,
 JM0379'S 87 DEG 46 MIN E.  (RECOVERED IN GOOD SHAPE)
 JM0379'
 JM0379'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER DRIVEN INTO BASE OF
 JM0379'COTTONWOOD TREE, 53.30 FT. FROM STATION MARK, S 01 DEG 01 MIN W.
 JM0379'(NOT FOUND)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0850 ***********************************************************************
 JJ0850  DESIGNATION -  DITCH
 JJ0850  PID         -  JJ0850
 JJ0850  STATE/COUNTY-  CO/BENT
 JJ0850  USGS QUAD   -  HASTY (1979)
 JJ0850
 JJ0850                         *CURRENT SURVEY CONTROL
 JJ0850  ___________________________________________________________________
 JJ0850* NAD 83(1992)-  38 06 50.01572(N)    102 59 02.35559(W)     ADJUSTED  
 JJ0850* NAVD 88     -      1197.     (meters)    3927.     (feet)  SCALED    
 JJ0850  ___________________________________________________________________
 JJ0850  X           -  -1,129,136.613 (meters)                     COMP
 JJ0850  Y           -  -4,897,071.506 (meters)                     COMP
 JJ0850  Z           -   3,916,123.214 (meters)                     COMP
 JJ0850  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 JJ0850  ELLIP HEIGHT-        1174.70  (meters)          (12/03/02) GPS OBS
 JJ0850  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 JJ0850
 JJ0850  HORZ ORDER  -  FIRST
 JJ0850  ELLP ORDER  -  FOURTH    CLASS II
 JJ0850
 JJ0850.The horizontal coordinates were established by GPS observations
 JJ0850.and adjusted by the National Geodetic Survey in April 2001..
 JJ0850
 JJ0850.The orthometric height was scaled from a topographic map.
 JJ0850
 JJ0850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JJ0850
 JJ0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0850
 JJ0850.The ellipsoidal height was determined by GPS observations
 JJ0850.and is referenced to NAD 83.
 JJ0850
 JJ0850.The geoid height was determined by GEOID03.
 JJ0850
 JJ0850;                    North         East     Units Scale Factor Converg.
 JJ0850;SPC CO S     -   468,392.524 1,135,011.069   MT  0.99995728   +1 32 35.8
 JJ0850;SPC CO S     - 1,536,717.81  3,723,782.15   sFT  0.99995728   +1 32 35.8
 JJ0850;UTM  13      - 4,220,371.430   676,735.171   MT  0.99998470   +1 14 40.8
 JJ0850
 JJ0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0850!SPC CO S     -   0.99981571  x   0.99995728  =   0.99977300
 JJ0850!UTM  13      -   0.99981571  x   0.99998470  =   0.99980041
 JJ0850
 JJ0850|---------------------------------------------------------------------|
 JJ0850| PID    Reference Object                     Distance      Geod. Az  |
 JJ0850|                                                           dddmmss.s |
 JJ0850| CM7945 DITCH RM 1                            5.653 METERS 08657     |
 JJ0850| CM7944 DITCH AZ MK                                        0901554.9 |
 JJ0850| JJ0852 LAKEVIEW SCHOOL N WATER TANK        APPROX. 3.7 KM 1411548.4 |
 JJ0850| JJ0851 LAKEVIEW SCHOOL S WATER TANK        APPROX. 3.7 KM 1411802.3 |
 JJ0850| JJ0929 FORT LYON RR SIDING LAMAR ELEV      APPROX.14.9 KM 2640158.9 |
 JJ0850| CM7946 DITCH RM 2                           15.932 METERS 31705     |
 JJ0850|---------------------------------------------------------------------|
 JJ0850
 JJ0850                          SUPERSEDED SURVEY CONTROL
 JJ0850
 JJ0850  ELLIP H (04/19/01) 1174.67   (m)                       GP(       ) 4 2
 JJ0850  NAD 83(1992)-  38 06 50.01840(N)    102 59 02.34859(W) AD(       ) 3
 JJ0850  NAD 83(1986)-  38 06 50.00948(N)    102 59 02.34244(W) AD(       ) 3
 JJ0850  NAD 27      -  38 06 49.98946(N)    102 59 00.61610(W) AD(       ) 3
 JJ0850
 JJ0850.Superseded values are not recommended for survey control.
 JJ0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0850.See file dsdata.txt to determine how the superseded data were derived.
 JJ0850
 JJ0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC7673520371(NAD 83)
 JJ0850_MARKER: DS = TRIANGULATION STATION DISK
 JJ0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0850_STAMPING: DITCH 1954
 JJ0850_MARK LOGO: CGS   
 JJ0850_PROJECTION: PROJECTING 10 CENTIMETERS
 JJ0850_MAGNETIC: N = NO MAGNETIC MATERIAL
 JJ0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0850+STABILITY: SURFACE MOTION
 JJ0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0850+SATELLITE: SATELLITE OBSERVATIONS - 1999
 JJ0850
 JJ0850  HISTORY     - Date     Condition        Report By
 JJ0850  HISTORY     - 1954     MONUMENTED       CGS
 JJ0850  HISTORY     - 1999     GOOD             CODOT
 JJ0850
 JJ0850                          STATION DESCRIPTION
 JJ0850
 JJ0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0850'THE STATION IS LOCATED ALONG THE NORTH SIDE OF U.S. HIGHWAY 50
 JJ0850'AT A POINT WHERE AN IRRIGATION CANAL PASSES UNDER THE HIGHWAY.
 JJ0850'IT IS 1.4 MILES WEST OF HASTY, ABOUT 8-1/2 MILES AIRLINE
 JJ0850'EAST-NORTHEAST OF FORT LYON, AND ABOUT 4 MILES AIRLINE NORTHWEST
 JJ0850'OF THE JOHN MARTIN DAM.
 JJ0850'
 JJ0850'THE STATION IS A STANDARD DISK STAMPED DITCH 1954 AND SET IN THE
 JJ0850'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 JJ0850'INCHES.  IT IS 99 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 JJ0850'48 FEET SOUTH OF THE CENTER LINE OF THE RAILROAD TRACKS, AND 6
 JJ0850'FEET EAST OF A WITNESS POST.
 JJ0850'
 JJ0850'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DITCH NO 1 1954 AND
 JJ0850'SET IN A DRILL HOLE IN THE CONCRETE HEADWALL OF THE SIPHON.  IT
 JJ0850'IS 99 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 48 FEET SOUTH
 JJ0850'OF THE CENTER LINE OF THE RAILROAD TRACKS, AND ABOUT 3 FEET LOWER
 JJ0850'THAN THE STATION.
 JJ0850'
 JJ0850'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DITCH NO 2 1954 AND
 JJ0850'SET IN A DRILL HOLE IN THE CONCRETE HEADWALL OF A SIPHON THAT
 JJ0850'PASSES UNDER THE RAILROAD.  IT IS 9 FEET SOUTH OF THE SOUTH RAIL
 JJ0850'OF THE RAILROAD AND 1 FOOT LOWER THAN THE STATION.
 JJ0850'
 JJ0850'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DITCH 1954 AND SET IN
 JJ0850'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 JJ0850'INCHES.  IT IS 105 FEET NORTH OF THE CENTER OF THE HIGHWAY, 45
 JJ0850'FEET SOUTH OF THE CENTER LINE OF THE RAILROAD TRACKS, 18 FEET
 JJ0850'WEST OF A GATEPOST, AND 13 FEET SOUTH OF AN EAST-WEST FENCE.
 JJ0850'TO REACH THE MARK FROM THE STATION GO EAST ON U.S. HIGHWAY 50
 JJ0850'FOR 0.4 MILE TO THE MARK ON THE LEFT.
 JJ0850'
 JJ0850'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 50
 JJ0850'AND STATE HIGHWAY 266 IN HASTY GO WEST ON U.S. HIGHWAY 50 FOR
 JJ0850'1.4 MILES TO THE STATION ON THE RIGHT.
 JJ0850'
 JJ0850'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JJ0850
 JJ0850                          STATION RECOVERY (1999)
 JJ0850
 JJ0850'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1999
 JJ0850'DESCRIBED BY CODOT 2001 (LAW)
 JJ0850'THE STATION IS LOCATED APPROXIMATELY 32 KM  (19.9 MILES)
 JJ0850'WEST-NORTHWEST
 JJ0850'OF LAMAR, 23 KM (14.3 MILES) EAST-NORTHEAST OF LAS ANIMAS AND 2.2 KM
 JJ0850'(1.5
 JJ0850'MILES) WEST OF HASTY, ON THE NORTH SIDE OF U.S. HIGHWAY 50 AT A POINT
 JJ0850'WHERE AN IRRIGATION DITCH PASSES UNDER THE HIGHWAY AT MILE POST 413.5.
 JJ0850'OWNERSHIP--
 JJ0850' 
 JJ0850'TO REACH THE STATION FROM THE POST OFFICE ON U.S. HIGHWAY 50 IN HASTY,
 JJ0850'GO
 JJ0850'WEST ON U.S.HIGHWAY 50 FOR 2.4 KM (1.5 MILES) TO THE STATION ON THE
 JJ0850'RIGHT
 JJ0850'(NORTH).
 JJ0850' 
 JJ0850'THE STATION IS A STANDARD DISK STAMPED DITCH 1954 AND SET IN TOP OF A
 JJ0850'10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 50CM (19 INCHES) ABOVE
 JJ0850'THE GROUND.  IT IS 30.2 M (99 FEET) NORTH OF THE CENTER LINE OF THE
 JJ0850'HIGHWAY,
 JJ0850'1.2 M (4 FEET) EAST OF A CONCRETE HEADWALL ON AN ABANDONED DITCH, 76
 JJ0850'CM
 JJ0850'(2.5 FEET) NORTH OF AN EAST-WEST FENCE LINE, AND 90 CM (3 FEET) WEST
 JJ0850'OF AN
 JJ0850'ORANGE CARSONITE WITNESS POST.
 JJ0850' 
 JJ0850'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DITCH NO 1 1954 AND SET IN
 JJ0850'A
 JJ0850'DRILL HOLE IN THE CONCRETE HEADWALL OF THE SIPHON.  IT IS 30.2 M (99
 JJ0850'FEET)
 JJ0850'NORTH OF THE CENTERLINE OF THE HIGHWAY, 1.1 M (3.5 FEET) NORTH OF AN
 JJ0850'EAST-WEST FENCE LINE, AND ABOUT 1.2 M (4 FEET) LOWER THAN THE STATION.
 JJ0850'REFERENCE MARK 2 IS PRESUMED DESTROYED.  NO CAP WAS FOUND, BUT
 JJ0850'EVIDENCE OF A CIRCLE IN THE CONCRETE HEADWALL AND A BRASS STEM INSIDE
 JJ0850'THE CIRCLE WERE FOUND.
 JJ0850' 
 JJ0850'THE AZIMUTH MARK WAS NOT FOUND. 2001
 JJ0850' 
 JJ0850' 
 JJ0850'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0644 ***********************************************************************
 KL0644  DESIGNATION -  DIVIDE
 KL0644  PID         -  KL0644
 KL0644  STATE/COUNTY-  CO/PITKIN
 KL0644  USGS QUAD   -  HOMESTAKE RESERVOIR (1994)
 KL0644
 KL0644                         *CURRENT SURVEY CONTROL
 KL0644  ___________________________________________________________________
 KL0644* NAD 83(1992)-  39 16 21.34741(N)    106 28 58.70198(W)     ADJUSTED  
 KL0644* NAVD 88     -      3738.6    (meters)   12266.     (feet)  VERTCON   
 KL0644  ___________________________________________________________________
 KL0644  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 KL0644  GEOID HEIGHT-         -12.87  (meters)                     GEOID03
 KL0644
 KL0644  HORZ ORDER  -  SECOND
 KL0644
 KL0644.The horizontal coordinates were established by classical geodetic methods
 KL0644.and adjusted by the National Geodetic Survey in January 1993..
 KL0644
 KL0644.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0644
 KL0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0644
 KL0644.The geoid height was determined by GEOID03.
 KL0644
 KL0644;                    North         East     Units Scale Factor Converg.
 KL0644;SPC CO C     -   465,028.910   829,584.845   MT  0.99994038   -0 37 11.8
 KL0644;SPC CO C     - 1,525,682.35  2,721,729.61   sFT  0.99994038   -0 37 11.8
 KL0644;UTM  13      - 4,348,075.689   372,078.109   MT  0.99980149   -0 56 19.9
 KL0644
 KL0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0644!SPC CO C     -   0.99941580  x   0.99994038  =   0.99935622
 KL0644!UTM  13      -   0.99941580  x   0.99980149  =   0.99921741
 KL0644
 KL0644:                Primary Azimuth Mark                     Grid Az
 KL0644:SPC CO C     -  BUSK IVANHOE                             190 20 06.4
 KL0644:UTM  13      -  BUSK IVANHOE                             190 39 14.5
 KL0644
 KL0644|---------------------------------------------------------------------|
 KL0644| PID    Reference Object                     Distance      Geod. Az  |
 KL0644|                                                           dddmmss.s |
 KL0644| KL0639 BUSK IVANHOE                        APPROX. 2.6 KM 1894254.6 |
 KL0644| CM6345 DIVIDE RM 2                          11.576 METERS 22342     |
 KL0644| CM6344 DIVIDE RM 1                           6.358 METERS 35123     |
 KL0644|---------------------------------------------------------------------|
 KL0644
 KL0644                          SUPERSEDED SURVEY CONTROL
 KL0644
 KL0644  NAD 83(1986)-  39 16 21.34088(N)    106 28 58.70429(W) AD(       ) 2
 KL0644  NAD 27      -  39 16 21.38600(N)    106 28 56.59800(W) AD(       ) 2
 KL0644  NGVD 29 (07/19/86) 3736.6    (m)        12259.     (f) VERT ANG       
 KL0644
 KL0644.Superseded values are not recommended for survey control.
 KL0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0644.See file dsdata.txt to determine how the superseded data were derived.
 KL0644
 KL0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD7207848076(NAD 83)
 KL0644_MARKER: DD = SURVEY DISK
 KL0644_SETTING: 0 = UNSPECIFIED SETTING
 KL0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0644
 KL0644  HISTORY     - Date     Condition        Report By
 KL0644  HISTORY     - 1953     MONUMENTED       BOR
 KL0644  HISTORY     - 1959     GOOD             AMS
 KL0644  HISTORY     - 1964     GOOD             USGS
 KL0644
 KL0644                          STATION DESCRIPTION
 KL0644
 KL0644'DESCRIBED BY US BUREAU OF RECLAMATION 1953 (RLE)
 KL0644'THE STATION IS LOCATED ABOUT 12 MILES WEST NORTHWEST OF
 KL0644'LEADVILLE, ABOUT 2 MILES NORTH OF THE CLOSED CARLTON TUNNEL
 KL0644'AND 9 FEET EAST OF A CAIRN.  THE STATION MARK IS A STANDARD
 KL0644'BUREAU OF RECLAMATION DISK BRAZED TO THE TOP OF A 1-INCH PIPE
 KL0644'THAT PROJECTS 6 INCHES AND IT IS STAMPED 19.
 KL0644'
 KL0644'REFERENCE MARK NO. 1 IS 14 FEET SOUTH OF THE CAIRN AND IT IS
 KL0644'STAMPED DIVIDE USBR NO 1 1953.
 KL0644'
 KL0644'REFERENCE MARK NO. 2 IS 40 FEET NORTH NORTHEAST OF THE CAIRN
 KL0644'AND IT IS STAMPED DIVIDE USBR NO 2 1953.
 KL0644'
 KL0644'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 53.33 FEET.
 KL0644'
 KL0644'STATION BUSK IVANHOE (USBR) WAS USED FOR THE AZIMUTH MARK
 KL0644'
 KL0644'TO REACH THE STATION FROM THE POST OFFICE IN MEREDITH GO EAST
 KL0644'ON STATE ROAD 104 FOR 20.8 MILES TO THE END OF STATE ROAD 104,
 KL0644'CONTINUE EAST ON THE UNMARKED ROAD FOR 2.3 MILES TO SEVERAL
 KL0644'CABINS AND THE END OF TRUCK TRAVEL.  FROM HERE PACK EAST
 KL0644'NORTHEAST TO A LOW RIDGE THEN PACK NORTH NORTHEAST TO THE TOP
 KL0644'OF A GENTLY ROUNDED HILL AND THE STATION AND REFERENCE MARKS AS
 KL0644'DESCRIBED.
 KL0644'
 KL0644'PACKING TIME IS ABOUT 1 HOUR.
 KL0644
 KL0644                          STATION RECOVERY (1959)
 KL0644
 KL0644'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1959
 KL0644'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 KL0644
 KL0644                          STATION RECOVERY (1964)
 KL0644
 KL0644'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 KL0644'STATION MARK--STANDARD USBR STATION DISK BRAZED TO TOP OF 1-IN. PIPE,
 KL0644'STAMPED ---19---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0700 ***********************************************************************
 KL0700  DESIGNATION -  DIVIDE
 KL0700  PID         -  KL0700
 KL0700  STATE/COUNTY-  CO/MESA
 KL0700  USGS QUAD   -  FLATIRON MOUNTAIN (1982)
 KL0700
 KL0700                         *CURRENT SURVEY CONTROL
 KL0700  ___________________________________________________________________
 KL0700* NAD 83(1992)-  39 20 09.14482(N)    107 30 39.54738(W)     ADJUSTED  
 KL0700* NAVD 88     -      3235.     (meters)   10613.     (feet)  SCALED    
 KL0700  ___________________________________________________________________
 KL0700  LAPLACE CORR-           6.22  (seconds)                    DEFLEC99
 KL0700  GEOID HEIGHT-         -15.22  (meters)                     GEOID03
 KL0700
 KL0700  HORZ ORDER  -  FIRST
 KL0700
 KL0700.The horizontal coordinates were established by classical geodetic methods
 KL0700.and adjusted by the National Geodetic Survey in January 1993..
 KL0700
 KL0700.The orthometric height was scaled from a topographic map.
 KL0700
 KL0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0700
 KL0700.The geoid height was determined by GEOID03.
 KL0700
 KL0700;                    North         East     Units Scale Factor Converg.
 KL0700;SPC CO C     -   473,513.506   741,047.817   MT  0.99994429   -1 16 05.9
 KL0700;SPC CO C     - 1,553,518.89  2,431,254.38   sFT  0.99994429   -1 16 05.9
 KL0700;UTM  13      - 4,357,056.852   283,587.326   MT  1.00017669   -1 35 32.1
 KL0700
 KL0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0700!SPC CO C     -   0.99949517  x   0.99994429  =   0.99943949
 KL0700!UTM  13      -   0.99949517  x   1.00017669  =   0.99967178
 KL0700
 KL0700|---------------------------------------------------------------------|
 KL0700| PID    Reference Object                     Distance      Geod. Az  |
 KL0700|                                                           dddmmss.s |
 KL0700| KL0701 DIVIDE WM CAIRN                       4.500 METERS 13903     |
 KL0700| CM6341 DIVIDE AZ MK                                       1791215.7 |
 KL0700| CM6342 DIVIDE RM 1                          11.566 METERS 25132     |
 KL0700| CM6343 DIVIDE RM 2                          11.201 METERS 32932     |
 KL0700|---------------------------------------------------------------------|
 KL0700
 KL0700                          SUPERSEDED SURVEY CONTROL
 KL0700
 KL0700  NAD 83(1986)-  39 20 09.14072(N)    107 30 39.54594(W) AD(       ) 1
 KL0700  NAD 27      -  39 20 09.21300(N)    107 30 37.35900(W) AD(       ) 1
 KL0700
 KL0700.Superseded values are not recommended for survey control.
 KL0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0700.See file dsdata.txt to determine how the superseded data were derived.
 KL0700
 KL0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD8358757057(NAD 83)
 KL0700_MARKER: DS = TRIANGULATION STATION DISK
 KL0700_SETTING: 80 = SET IN A BOULDER
 KL0700_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KL0700
 KL0700  HISTORY     - Date     Condition        Report By
 KL0700  HISTORY     - 1937     MONUMENTED       CGS
 KL0700  HISTORY     - 1953     GOOD             CGS
 KL0700
 KL0700                          STATION DESCRIPTION
 KL0700
 KL0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KL0700'THIS STATION IS ABOUT 14 MILES SSE OF SILT, COLORADO.  ON
 KL0700'THE HIGHEST POINT OF DIVIDE MOUNTAIN, WHICH LIES BETWEEN WEST
 KL0700'DIVIDE CREEK AND EAST DIVIDE CREEK.  THE MOUNTAIN SLOPES TO THE
 KL0700'W AND DROPS SHARPLY TO THE E.  THERE IS A U.S.G.S. CAIRN ABOUT
 KL0700'6 FEET HIGH WITH A 20-FOOT POLE IN ITS CENTER ON THE HIGHEST,
 KL0700'BARE POINT OF THE MOUNTAIN.  STATION LIES 4.5 METERS NNW FROM
 KL0700'THE CAIRN ON A BOULDER 2 FEET SQUARE AND ABOUT 9 INCHES HIGH.
 KL0700'
 KL0700'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 KL0700'DISKS WEDGED IN DRILL HOLES IN BOULDERS.
 KL0700'
 KL0700'REFERENCE MARK NO. 1 IS IN A BOULDER ABOUT 3 FEET BY 2 FEET AND
 KL0700'1 FOOT HIGH.
 KL0700'
 KL0700'REFERENCE MARK NO. 2 IS IN A BOULDER ABOUT 3 FEET SQUARE AND
 KL0700'ABOUT 1 FOOT HIGH.
 KL0700'
 KL0700'AZIMUTH MARK IS ON THE SPRUCE COVERED HILL CROSSED ON THE
 KL0700'WAY TO STATION.  IT IS ABOUT 1/2 MILE SSW OF STATION.  ABOUT
 KL0700'100 FEET NW OF THE SUMMIT OF THE HILL.  AND IN THE FIRST
 KL0700'SMALL CLEARING SHOWING TOWARD THE STATION.  THREE TRIANGULAR
 KL0700'BLAZES IN SPRUCE TREES, ABOUT 4 FEET ABOVE THE GROUND, WITNESS
 KL0700'THE MARK.  ONE IN A 6-INCH SPRUCE 35 FEET N OF THE MARK, ANOTHER
 KL0700'IN A 15-INCH SPRUCE 45 FEET NNE OF THE MARK, AND THE THIRD
 KL0700'IN A 15-INCH SPRUCE 40-FEET SSE OF THE MARK.
 KL0700'
 KL0700'TO REACH FROM SILT GO E ON STATE HIGHWAY 24 0.5 MILE TO CROSSROADS.
 KL0700'TURN RIGHT, S, 0.75 MILE ON GRAVEL ROAD ACROSS RIVER TO T-ROADS.
 KL0700'TURN LEFT, E 1.4 MILES ON GRAVEL ROAD TO SIDE ROAD RIGHT S
 KL0700'AND SIGN COLLBRAN AND GRAND JUNCTION.  TURN RIGHT, S, 6.2
 KL0700'MILES TO FORK AT SCHOOL.  TURN RIGHT, W AND S ON GRADED
 KL0700'DIRT ROAD 1.45 MILES TO FORK.  TAKE RIGHT FORK S AND W 1.0
 KL0700'MILE TO GRADED DIRT ROAD TO SIDE ROAD LEFT.  TURN LEFT, S,
 KL0700'1.55 MILES TO FAIRVIEW SCHOOL ON RIGHT.  CONTINUE S ON GRADED
 KL0700'DIRT ROAD 1.8 MILES TO SIDE ROAD E AND SIGN WEST DIVIDE CREEK
 KL0700'3 MILES.  TURN LEFT, E, ON GRADED DIRT ROAD 2.25 MILES TO
 KL0700'FORK JUST ACROSS BRIDGE. *.  TURN RIGHT S 0.8 MILE ON GRADED
 KL0700'DIRT ROAD TO A FORK.  TURN RIGHT S 4.6 MILES ON GRADED DIRT
 KL0700'ROAD TO FOREST BOUNDARY.  CONTINUE S ON MAIN GRADED ROAD
 KL0700'1.9 MILE TO SIDE ROAD LEFT AND SIGN EAST DIVIDE CREEK 6
 KL0700'MILES.  AT THIS POINT THE SIDE ROAD E WAS BEING BUILT
 KL0700'EASTWARD UP MOSQUITO CREEK ALONG THE GOVERNMENT TRAIL TO
 KL0700'THE HEAD OF THE VALLEY, IN 1937.  THE CABIN OF SAM BUNN, FROM
 KL0700'WHOM HORSES MAY BE OBTAINED, ALSO LIES 1/2 MILE E OF THIS
 KL0700'INTERSECTION, ACROSS A CLEARING AND ASPEN THICKET TO THE LEFT
 KL0700'OF THE ROAD.  *SAM BUNN MAY BE FOUND AT THE RANCH OF HIS
 KL0700'BROTHER, GEORGE BUNN, 3/4 MILE ALONG THE LEFT FORK
 KL0700'MENTIONED ABOVE.
 KL0700'
 KL0700'FROM THE HEAD OF MOSQUITO CREEK AND THE VALLEY, AT WHICH POINT
 KL0700'AN OIL WELL WAS PLANNED IN 1937, GO EASTWARD TO THE TOP OF RIDGE.
 KL0700'TURN LEFT AND FOLLOW TOP OF RIDGE TO SPRUCE GROVE AND TOP
 KL0700'OF HILL.  CROSS HILL AND SADDLE BEYOND IN A N NORTHEASTERLY
 KL0700'DIRECTION TO SUMMIT OF DIVIDE MOUNTAIN AND THE STATION.  THE
 KL0700'PACK FROM THE HEAD OF THE VALLEY WILL TAKE ABOUT 1-1/2 HOURS.
 KL0700'IF HORSES ARE USED, IT IS A 2-HOUR PACK FROM THE CABIN OF
 KL0700'SAM BUNN.
 KL0700
 KL0700                          STATION RECOVERY (1953)
 KL0700
 KL0700'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KL0700'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 KL0700'AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 KL0700'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 KL0700'
 KL0700'THE STATION IS LOCATED ABOUT 17 MILES SOUTH-SOUTHEAST OF SILT
 KL0700'NEAR THE EAST END OF THE SUMMIT OF DIVIDE MOUNTAIN, 0.15 MILE EAST
 KL0700'OF A NORTH-SOUTH FENCE LINE AND 10 FEET NORTHWEST OF A LARGE
 KL0700'CAIRN.  IT IS STAMPED DIVIDE 1937.
 KL0700'
 KL0700'REFERENCE MARK NO. 1 IS ON THE SAME ELEVATION AS THE STATION
 KL0700'AND IS STAMPED DIVIDE NO 1 1937.
 KL0700'
 KL0700'REFERENCE MARK NO. 2 IS ON THE SAME ELEVATION AS THE STATION
 KL0700'AND IS STAMPED DIVIDE NO 2 1937.
 KL0700'
 KL0700'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 46.95 FEET.
 KL0700'
 KL0700'THE AZIMUTH MARK IS IN A SMALL CLEARING ABOUT 100 YARDS WEST
 KL0700'OF THE HIGHEST POINT OF A TIMBERED COVERED PEAK.  IT IS STAMPED
 KL0700'DIVIDE 1937.
 KL0700'
 KL0700'TO REACH THE STATION FROM THE POST OFFICE IN SILT, GO EAST ON
 KL0700'U.S. HIGHWAYS 24 AND 6 FOR 0.45 MILE TO A CROSSROAD, TURN RIGHT
 KL0700'AND GO SOUTH ACROSS RIVER FOR 0.75 MILE TO A T INTERSECTION,
 KL0700'TURN RIGHT AND GO WEST FOR 0.7 MILE TO A FORK, TAKE LEFT FORK
 KL0700'AND GO SOUTH FOR 6.7 MILES TO A FORK.  TAKE LEFT FORK AND GO
 KL0700'EAST, SOUTH AND EAST ON MAIN TRAVELED ROAD FOR 9.0 MILES TO A T
 KL0700'INTERSECTION, TURN RIGHT AND GO SOUTH AND EAST FOR 1.2 MILES
 KL0700'TO ANOTHER T INTERSECTION, TURN RIGHT AND GO SOUTH FOR 2.2
 KL0700'MILES PASSING SCHOOLHOUSE ON RIGHT TO A SIDE ROAD ON LEFT.
 KL0700'(SIGN CAYTON GUARD STATION) TURN LEFT AND GO EAST AND
 KL0700'SOUTHEAST FOR 1.8 MILES TO A FORK, TAKE LEFT FORK AND GO EAST
 KL0700'ACROSS CREEK FOR 0.4 MILE TO A FORK, TAKE RIGHT FORK AND
 KL0700'GO SOUTHEAST FOR 0.8 MILE TO A FORK, TAKE RIGHT FORK AND FOLLOW
 KL0700'MAIN TRAVELED ROAD SOUTH AND SOUTHEAST FOR 5.2 MILES TO A
 KL0700'FORK, TAKE LEFT FORK AND CONTINUE SOUTHEAST FOR 0.4 MILE
 KL0700'TO A FORK AND A GATE ON THE LEFT.  TAKE LEFT FORK THROUGH
 KL0700'GATE AND GO EAST FOR 0.8 MILE PASSING RANCH HOUSE ON RIGHT
 KL0700'TO A DIM TRACK ROAD RIGHT, TURN RIGHT AND GO SOUTHEAST ON
 KL0700'DIM TRACK ROAD FOR 0.15 MILE TO A GATE, PASS THROUGH GATE
 KL0700'AND CONTINUE UP HILL FOR ABOUT 100 YARDS TO A DIM FORK AT
 KL0700'TOP OF HILL, TURN LEFT AND FOLLOW TRACK ROAD EASTERLY UP
 KL0700'MOSQUITO CREEK FOR 3.0 MILES TO A CLEARING AT OLD OIL WELL SITE
 KL0700'AND END OF TRUCK TRAVEL.  FROM THIS POINT PACK NORTHERLY UP
 KL0700'DRAW FOR ABOUT 0.8 MILE TO HIGHEST POINT OF HILL, (AZIMUTH
 KL0700'MARK IS ABOUT 100 YARDS WEST.) CONTINUE NORTHERLY ALONG
 KL0700'NORTH-SOUTH FENCE LINE CROSSING SMALL VALLEY THENCE UP
 KL0700'GRASSY SLOPE FOR ABOUT 0.7 MILE TO THE TOP OF EAST-WEST RIDGE,
 KL0700'BEAR RIGHT AND GO EAST ALONG TOP OF RIDGE FOR ABOUT 0.15 MILE
 KL0700'TO STATION AS DESCRIBED.  (THIS IS ABOUT A 2 HOUR PACK.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1251 ***********************************************************************
 JK1251  DESIGNATION -  DIVIDE
 JK1251  PID         -  JK1251
 JK1251  STATE/COUNTY-  CO/TELLER
 JK1251  USGS QUAD   -  DIVIDE (1994)
 JK1251
 JK1251                         *CURRENT SURVEY CONTROL
 JK1251  ___________________________________________________________________
 JK1251* NAD 83(1992)-  38 57 05.45887(N)    105 08 04.55965(W)     ADJUSTED  
 JK1251* NAVD 88     -      2794.4    (meters)    9168.     (feet)  GPS OBS   
 JK1251  ___________________________________________________________________
 JK1251  X           -  -1,297,311.054 (meters)                     COMP
 JK1251  Y           -  -4,796,530.039 (meters)                     COMP
 JK1251  Z           -   3,989,880.339 (meters)                     COMP
 JK1251  LAPLACE CORR-          -6.91  (seconds)                    DEFLEC99
 JK1251  ELLIP HEIGHT-        2779.98  (meters)          (12/03/02) GPS OBS
 JK1251  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 JK1251
 JK1251  HORZ ORDER  -  FIRST
 JK1251  ELLP ORDER  -  FOURTH    CLASS II
 JK1251
 JK1251.The horizontal coordinates were established by GPS observations
 JK1251.and adjusted by the National Geodetic Survey in April 1994..
 JK1251
 JK1251.The orthometric height was determined by GPS observations and a
 JK1251.high-resolution geoid model.
 JK1251
 JK1251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1251
 JK1251.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1251
 JK1251.The ellipsoidal height was determined by GPS observations
 JK1251.and is referenced to NAD 83.
 JK1251
 JK1251.The geoid height was determined by GEOID03.
 JK1251
 JK1251;                    North         East     Units Scale Factor Converg.
 JK1251;SPC CO C     -   428,990.419   946,074.708   MT  0.99993930   +0 13 49.6
 JK1251;SPC CO C     - 1,407,446.07  3,103,913.44   sFT  0.99993930   +0 13 49.6
 JK1251;UTM  13      - 4,311,404.936   488,336.806   MT  0.99960167   -0 05 04.6
 JK1251
 JK1251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1251!SPC CO C     -   0.99956402  x   0.99993930  =   0.99950335
 JK1251!UTM  13      -   0.99956402  x   0.99960167  =   0.99916586
 JK1251
 JK1251:                Primary Azimuth Mark                     Grid Az
 JK1251:SPC CO C     -  RASPBERRY MTN                            169 23 07.8
 JK1251:UTM  13      -  RASPBERRY MTN                            169 42 02.0
 JK1251
 JK1251|---------------------------------------------------------------------|
 JK1251| PID    Reference Object                     Distance      Geod. Az  |
 JK1251|                                                           dddmmss.s |
 JK1251| JK1241 RASPBERRY MTN                       APPROX. 5.0 KM 1693657.4 |
 JK1251|---------------------------------------------------------------------|
 JK1251
 JK1251                          SUPERSEDED SURVEY CONTROL
 JK1251
 JK1251  ELLIP H (04/22/94) 2780.00   (m)                       GP(       ) 4 1
 JK1251  NAD 83(1992)-  38 57 05.46228(N)    105 08 04.56359(W) AD(       ) 3
 JK1251  NAD 83(1986)-  38 57 05.45372(N)    105 08 04.56408(W) AD(       ) 3
 JK1251  NAD 27      -  38 57 05.48129(N)    105 08 02.60142(W) AD(       ) 3
 JK1251  NGVD 29 (07/19/86) 2793.9    (m)         9166.     (f) VERT ANG       
 JK1251
 JK1251.Superseded values are not recommended for survey control.
 JK1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1251.See file dsdata.txt to determine how the superseded data were derived.
 JK1251
 JK1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8833711405(NAD 83)
 JK1251_MARKER: DS = TRIANGULATION STATION DISK
 JK1251_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JK1251_SP_SET: METAL PIPE IMBEDDED IN GROUND
 JK1251_STAMPING: DIVIDE 1953 9164
 JK1251_MARK LOGO: USGS  
 JK1251_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JK1251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK1251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1251+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1992
 JK1251
 JK1251  HISTORY     - Date     Condition        Report By
 JK1251  HISTORY     - 1953     MONUMENTED       USGS
 JK1251  HISTORY     - 1953     GOOD             USGS
 JK1251  HISTORY     - 19920930 GOOD             CODOT
 JK1251
 JK1251                          STATION DESCRIPTION
 JK1251
 JK1251'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 JK1251'LOCATED ABOUT 1.5 MI. (AIRLINE) E. OF DIVIDE, COLORADO, AND ABOUT
 JK1251'300 FT. E. OF U.S. HIGHWAY 24, ON SMALL PROMINENT KNOLL.  WILL NOT
 JK1251'SEE SE. OVER 2.5 MI.
 JK1251'
 JK1251'TO REACH FROM WOODLAND PARK, COLORADO, GO W. ON U.S. HIGHWAY 24 5.8
 JK1251'MI. TO GATE E. OF A DRAIN AND N. OF RD., TURN RIGHT PASSING THRU
 JK1251'GATE, GO 0.1 MI. TO HIGHEST PART OF KNOLL AND STATION SITE.
 JK1251'
 JK1251'STATION MARK--STANDARD USGS TABLET, CEMENTED IN TOP OF 4 IN. IRON
 JK1251'PIPE, STAMPED ---DIVIDE 1953---.
 JK1251'
 JK1251'REFERENCE MARKS--NONE.
 JK1251
 JK1251                          STATION RECOVERY (1953)
 JK1251
 JK1251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 JK1251'RECOVERED IN GOOD CONDITION.
 JK1251
 JK1251                          STATION RECOVERY (1992)
 JK1251
 JK1251'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1992
 JK1251'THE STATION IS LOCATED ABOUT 1.4 MI (2.25 KM) EAST-NORTHEAST OF DIVIDE
 JK1251'AND 5.5 MI (8.85 KM) WEST-SOUTHWEST OF WOODLAND PARK AND ABOUT 0.1 MI
 JK1251'(0.16 KM) NORTH OF THE HIGHWAY, IT IS IN THE NORTHEAST 1/4 OF SECTION
 JK1251'5, T 13 S, R 69 W.
 JK1251'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 24 AND
 JK1251'STATE HIGHWAY 67 IN THE TOWN OF DIVIDE, GO EAST-NORTHEAST FOR 1.4 MI
 JK1251'(2.25 KM) TO THE STATION ON THE LEFT ON TOP OF A HILL.
 JK1251'THE STATION IS A STANDARD USGS TABLET, CEMENTED IN THE TOP OF 3.5 INCH
 JK1251'PIPE, PROJECTING 0.3 FT (0.09 M) ABOVE GROUND.  IT IS 116.1 FT
 JK1251'(35.39 M) WEST OF A NORTH-SOUTH FENCE LINE AND 3.0 FT (0.91 M) SOUTH
 JK1251'OF A WITNESS POST AND ON THE TOP OF A HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1646 ***********************************************************************
 KK1646  DESIGNATION -  DIVIDE
 KK1646  PID         -  KK1646
 KK1646  STATE/COUNTY-  CO/EL PASO
 KK1646  USGS QUAD   -  EASTONVILLE (1975)
 KK1646
 KK1646                         *CURRENT SURVEY CONTROL
 KK1646  ___________________________________________________________________
 KK1646* NAD 83(1992)-  39 04 14.94024(N)    104 30 46.49082(W)     ADJUSTED  
 KK1646* NAVD 88     -      2260.63   (+/-2cm)    7416.8    (feet)  VERTCON   
 KK1646  ___________________________________________________________________
 KK1646  LAPLACE CORR-          -7.34  (seconds)                    DEFLEC99
 KK1646  GEOID HEIGHT-         -17.78  (meters)                     GEOID03
 KK1646
 KK1646  HORZ ORDER  -  THIRD
 KK1646  VERT ORDER  -  THIRD ? (See Below)
 KK1646
 KK1646.The horizontal coordinates were established by classical geodetic methods
 KK1646.and adjusted by the National Geodetic Survey in January 1993..
 KK1646
 KK1646.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1646.The vertical order pertains to the NGVD 29 superseded value.
 KK1646
 KK1646.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1646
 KK1646.The geoid height was determined by GEOID03.
 KK1646
 KK1646;                    North         East     Units Scale Factor Converg.
 KK1646;SPC CO C     -   442,634.148   999,817.084   MT  0.99993605   +0 37 21.2
 KK1646;SPC CO C     - 1,452,208.87  3,280,233.22   sFT  0.99993605   +0 37 21.2
 KK1646;UTM  13      - 4,324,748.127   542,135.650   MT  0.99962186   +0 18 25.2
 KK1646
 KK1646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1646!SPC CO C     -   0.99964823  x   0.99993605  =   0.99958430
 KK1646!UTM  13      -   0.99964823  x   0.99962186  =   0.99927022
 KK1646
 KK1646:                Primary Azimuth Mark                     Grid Az
 KK1646:SPC CO C     -  DIVIDE AZ MK RESET                       104 34 00.6
 KK1646:UTM  13      -  DIVIDE AZ MK RESET                       104 52 56.6
 KK1646
 KK1646|---------------------------------------------------------------------|
 KK1646| PID    Reference Object                     Distance      Geod. Az  |
 KK1646|                                                           dddmmss.s |
 KK1646| CP6993 DIVIDE AZ MK RESET                                 1051121.8 |
 KK1646| CP6994 DIVIDE RM 1                           7.746 METERS 19803     |
 KK1646| KK1643 EASTONVILLE CHURCH SPIRE            APPROX. 4.8 KM 2544852.5 |
 KK1646| CP6995 DIVIDE RM 2                           9.134 METERS 31536     |
 KK1646| KK1640 ELBERT RESET                        APPROX.18.9 KM 3431018.7 |
 KK1646|---------------------------------------------------------------------|
 KK1646
 KK1646                          SUPERSEDED SURVEY CONTROL
 KK1646
 KK1646  NAD 83(1986)-  39 04 14.93247(N)    104 30 46.48631(W) AD(       ) 3
 KK1646  NAD 27      -  39 04 14.96200(N)    104 30 44.60100(W) AD(       ) 3
 KK1646  NGVD 29 (07/19/86) 2259.46   (m)         7412.9    (f) LEVELING    3  
 KK1646
 KK1646.Superseded values are not recommended for survey control.
 KK1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1646.See file dsdata.txt to determine how the superseded data were derived.
 KK1646
 KK1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED4213624748(NAD 83)
 KK1646_MARKER: Z = SEE DESCRIPTION
 KK1646_SETTING: 80 = SET IN A BOULDER
 KK1646_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KK1646
 KK1646  HISTORY     - Date     Condition        Report By
 KK1646  HISTORY     - 1879     MONUMENTED       CGS
 KK1646  HISTORY     - 1922     SEE DESCRIPTION  CGS
 KK1646  HISTORY     - 1935     GOOD             CGS
 KK1646  HISTORY     - 1947     GOOD             USGS
 KK1646  HISTORY     - 1953     GOOD             CGS
 KK1646  HISTORY     - 1970     GOOD             LOCENG
 KK1646  HISTORY     - 1970     GOOD             USGS
 KK1646
 KK1646                          STATION DESCRIPTION
 KK1646
 KK1646'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 KK1646'ABOUT 3 MILES EAST OF EASTONVILLE, A TOWN ON THE COLORADO
 KK1646'AND SOUTHERN RAILWAY, AND ABOUT 1/4 MILE SOUTH OF THE BLUFFS
 KK1646'FORMING THE SOUTHERN EDGE OF A LARGE PLATEAU OR MESA, NEAR
 KK1646'THE WESTERN END OF THE MIDDLE AND LARGEST ONE OF THREE SMALL
 KK1646'HILLS OR BUTTES.  SURFACE MARK IS A DISK SET AS DESCRIBED.
 KK1646'UNDERGROUND MARK IS A LEAD BOLT SET IN A BOULDER
 KK1646'1-1/2 FEET BELOW SURFACE.  FOUR REFERENCE MARKS, EACH A CROSS
 KK1646'IN A LEAD BOLT SET IN A STONE, ARE, RESPECTIVELY, 1.83 METERS
 KK1646'(6.0 FEET) NORTH, EAST, SOUTH, AND WEST OF THE STATION.  AN
 KK1646'ADDITIONAL REFERENCE MARK, A DISK SET,
 KK1646'IS DISTANT 7.74 METERS (25.4 FEET) BEARING 181 DEG
 KK1646'FROM THE STATION.  A LARGE CAIRN, VISIBLE FROM THE
 KK1646'EASTONVILLE ROAD, IS ON THE EDGE OF THE BLUFF, 14 METERS (46
 KK1646'FEET) FROM THE STATION.  TWO
 KK1646'PINE TREES, ONE MARKED WITH A SQUARE BLAZE AND THE OTHER
 KK1646'WITH A TRIANGULAR BLAZE ARE, RESPECTIVELY 22.93 METERS (75.2
 KK1646'FEET), AND 21.43 METERS (70.3
 KK1646'FEET) FROM STATION.
 KK1646
 KK1646                          STATION RECOVERY (1935)
 KK1646
 KK1646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (AWJ)
 KK1646'THE STATION IS NOT DIFFICULT TO REACH AS AN AUTOMOBILE ROAD
 KK1646'LEADING EAST FROM EASTONVILLE PASSES ABOUT 1/2 MILE SOUTH OF
 KK1646'THE BUTTE.  THE STATION WAS FOUND TO BE IN EXCELLENT CONDITION.
 KK1646'THE STANDARD DISK REFERENCE MARK WAS FOUND BUT I COULD NOT
 KK1646'LOCATE THE OTHER 4 REFERENCE MARKS.  THE BLAZES ON THE PINE
 KK1646'TREES ARE BARELY DISTINGUISHABLE AND SHOULD BE OMITTED FROM
 KK1646'FUTURE DESCRIPTIONS.  THE CAIRN MENTIONED HAS BEEN DESTROYED
 KK1646'AND ANOTHER CAIRN (PROBABLY MADE FROM THE ORIGINAL CAIRN)
 KK1646'SURROUNDS THE STATION.  REMNANTS OF WOOD INSTRUMENT STANDS
 KK1646'AND SIGNAL POLES ARE IN ABUNDANCE AT THIS STATION.  A PINE
 KK1646'TREE TRUNCATED AT HEIGHT OF 7 FEET AND STRIPPED OF BOUGHS IS 3
 KK1646'FEET SOUTH OF THE REFERENCE MARK AND IS VISIBLE FROM THE
 KK1646'EASTONVILLE ROAD.
 KK1646
 KK1646                          STATION RECOVERY (1947)
 KK1646
 KK1646'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 KK1646'STATION MARK--USC AND GS STANDARD DISK WEDGED IN DRILL HOLE IN
 KK1646'BOULDER.
 KK1646'
 KK1646'REFERENCE MARKS--NONE.
 KK1646
 KK1646                          STATION RECOVERY (1953)
 KK1646
 KK1646'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KK1646'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AND
 KK1646'FOUND TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 2 AND AN
 KK1646'AZIMUTH MARK WERE ESTABLISHED TO COMPLETE THE STATION.  A
 KK1646'NEW AND COMPLETE DESCRIPTION FOLLOWS.
 KK1646'
 KK1646'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF FALCON,
 KK1646'ABOUT 4 MILES NORTHWEST OF PEYTON, 75 FEET SOUTH OF A TREE
 KK1646'WITH A TRIANGLE BLAZE AND 41 FEET NORTH OF THE SOUTH EDGE OF
 KK1646'THE BLUFF.  IT IS STAMPED DIVIDE 1879.
 KK1646'
 KK1646'REFERENCE MARK NO. 1 IS 109 FEET SOUTH SOUTHEAST OF THE TREE
 KK1646'WITH THE TRIANGLE BLAZE AND 17 FEET NORTH OF THE SOUTH EDGE
 KK1646'OF THE BLUFF.  IT IS STAMPED DIVIDE 1879.
 KK1646'
 KK1646'REFERENCE MARK NO. 2 IS 74 FEET SOUTH SOUTHWEST OF THE TREE
 KK1646'WITH THE TRIANGLE BLAZE AND 60 FEET NORTHWEST OF THE SOUTH
 KK1646'EDGE OF THE BLUFF.  IT IS STAMPED DIVIDE NO 2 1879.
 KK1646'
 KK1646'THE AZIMUTH MARK IS 25 FEET NORTH OF A TELEPHONE POLE, 22 FEET
 KK1646'WEST OF THE CENTER OF A GRAVELED ROAD AND 6 INCHES EAST OF
 KK1646'A NORTH-SOUTH FENCE LINE.  IT PROJECTS 4 INCHES AND IS STAMPED
 KK1646'DIVIDE 1879 RESET 1953.
 KK1646'
 KK1646'TO REACH THE STATION FROM THE PEYTON RAILROAD DEPOT GO WEST
 KK1646'AND NORTH ON STATE HIGHWAY 50 FOR 1.9 MILES TO A CROSSROAD,
 KK1646'LEAVE STATE HIGHWAY 50 AND CONTINUE STRAIGHT AHEAD ON GRAVELED
 KK1646'ROAD FOR 1.7 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 KK1646'NORTH ON GRAVELED ROAD FOR 0.3 MILE TO A CROSSROAD, CONTINUE
 KK1646'AHEAD FOR 0.3 MILE TO A LARGE SET OF RANCH BUILDINGS ON THE
 KK1646'RIGHT.  TURN LEFT ACROSS CATTLE GUARD AND FOLLOW GRADED FOR
 KK1646'1.0 MILE TO A DIM TRACK LEFT, TURN LEFT AND FOLLOW DIM TRACK
 KK1646'SOUTHEAST ACROSS PASTURE FOR 0.1 MILE TO A TREE WITH A
 KK1646'TRIANGLE BLAZE AND THE END OF TRUCK TRAVEL, FROM HERE PACK
 KK1646'SOUTHEAST TO THE HIGHEST PART AND THE STATION AS
 KK1646'DESCRIBED.
 KK1646'
 KK1646'LENGTH OF PACK WAS 15 MINUTES.
 KK1646
 KK1646                          STATION RECOVERY (1970)
 KK1646
 KK1646'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (KRW)
 KK1646'STATION RECOVERED BY R. KEITH HOOK AND ASSOCIATES, INC
 KK1646'
 KK1646'DIVIDE 1879-GOOD
 KK1646'
 KK1646'DIVIDE 1879-REFERENCE MARK NO 1, GOOD
 KK1646'
 KK1646'DIVIDE NO 2 1879-GOOD
 KK1646'
 KK1646'DIVIDE 1879 RESET 1953-AZIMUTH MARK GOOD NOW BUT BAR DITCH
 KK1646'IS WASHING AWAY ON EAST SIDE
 KK1646'
 KK1646'NEED NEW STEEL WITNESS POSTS WITH SIGNS.  R.L. ENGDAHL 1953
 KK1646'DESCRIPTION IS GOOD WITH THE FOLLOWING END REVISION--TURN
 KK1646'LEFT ACROSS CATTLE GUARD AND FOLLOW GRADED ROAD FOR 1.1
 KK1646'MILE TO HOUSE.  CONTINUE PAST HOUSE F 0.1 MILE TO DIM ROAD
 KK1646'LEFT, TURN LEFT AND GO SOUTH PAST SMALL FENCED LAKE ON EAST
 KK1646'SIDE TO 3-WAY FENCE CORNER.  PASS THROUGH GATE AT CORNER
 KK1646'AND TURN LEFT AND GO 0.1 TO FOOT OF MESA WHERE OLD ROAD COMES
 KK1646'DOWN.  END OF TRAVEL.  15 MINUTE PACK UP MESA TO STATION.
 KK1646
 KK1646                          STATION RECOVERY (1970)
 KK1646
 KK1646'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (WAK)
 KK1646'STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION
 KK1646'AS DESCRIBED IN USC AND GS QUAD.  391043 STATION 1003.  A WITNESS
 KK1646'SIGN WAS SET 7 FEET NORTH OF THE STATION MARK.
 KK1646'
 KK1646'STATION MARK IS A STANDARD USC AND GS BRONZE TABLET SET IN
 KK1646'ROCK OUTCROP FLUSH WITH GROUND SURFACE AND IS STAMPED DIVIDE
 KK1646'1879.
 KK1646'
 KK1646'STATION ELBERT USC AND GS 1912 IS VISIBLE FROM THE GROUND AT
 KK1646'THIS STATION AND WILL SERVE AS THE AZIMUTH MARK.
 KK1646'
 KK1646'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1309 ***********************************************************************
 LL1309  DESIGNATION -  DIVIDE
 LL1309  PID         -  LL1309
 LL1309  STATE/COUNTY-  CO/LARIMER
 LL1309  USGS QUAD   -  HAYSTACK GULCH (1960)
 LL1309
 LL1309                         *CURRENT SURVEY CONTROL
 LL1309  ___________________________________________________________________
 LL1309* NAD 83(1992)-  40 51 39.32364(N)    105 29 04.94122(W)     ADJUSTED  
 LL1309* NAVD 88     -      2432.44   (+/-2cm)    7980.4    (feet)  VERTCON   
 LL1309  ___________________________________________________________________
 LL1309  LAPLACE CORR-         -14.37  (seconds)                    DEFLEC99
 LL1309  GEOID HEIGHT-         -12.35  (meters)                     GEOID03
 LL1309
 LL1309  HORZ ORDER  -  SECOND
 LL1309  VERT ORDER  -  THIRD ? (See Below)
 LL1309
 LL1309.The horizontal coordinates were established by classical geodetic methods
 LL1309.and adjusted by the National Geodetic Survey in January 1993..
 LL1309
 LL1309.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1309.The vertical order pertains to the NGVD 29 superseded value.
 LL1309
 LL1309.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1309
 LL1309.The geoid height was determined by GEOID03.
 LL1309
 LL1309;                    North         East     Units Scale Factor Converg.
 LL1309;SPC CO N     -   474,417.254   915,691.320   MT  1.00001351   +0 00 35.6
 LL1309;SPC CO N     - 1,556,483.94  3,004,230.61   sFT  1.00001351   +0 00 35.6
 LL1309;UTM  13      - 4,523,431.453   459,149.855   MT  0.99962054   -0 19 01.6
 LL1309
 LL1309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1309!SPC CO N     -   0.99962052  x   1.00001351  =   0.99963403
 LL1309!UTM  13      -   0.99962052  x   0.99962054  =   0.99924121
 LL1309
 LL1309|---------------------------------------------------------------------|
 LL1309| PID    Reference Object                     Distance      Geod. Az  |
 LL1309|                                                           dddmmss.s |
 LL1309| LL1483 DIVIDE RM 1                          22.135 METERS 05001     |
 LL1309| LL1484 DIVIDE RM 2                          13.571 METERS 15409     |
 LL1309| CP6996 DIVIDE AZ MK                                       2752545.5 |
 LL1309| LL1371 DIAMOND                             APPROX.14.6 KM 3341921.0 |
 LL1309|---------------------------------------------------------------------|
 LL1309
 LL1309                          SUPERSEDED SURVEY CONTROL
 LL1309
 LL1309  NAD 83(1986)-  40 51 39.32044(N)    105 29 04.94141(W) AD(       ) 2
 LL1309  NAD 27      -  40 51 39.37400(N)    105 29 02.96600(W) AD(       ) 2
 LL1309  NGVD 29 (07/19/86) 2431.28   (m)         7976.6    (f) LEVELING    3  
 LL1309
 LL1309.Superseded values are not recommended for survey control.
 LL1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1309.See file dsdata.txt to determine how the superseded data were derived.
 LL1309
 LL1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF5915023431(NAD 83)
 LL1309_MARKER: DS = TRIANGULATION STATION DISK
 LL1309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1309_MAGNETIC: I = MARKER IS A STEEL ROD
 LL1309
 LL1309  HISTORY     - Date     Condition        Report By
 LL1309  HISTORY     - 1949     MONUMENTED       CGS
 LL1309  HISTORY     - 1979     GOOD             NGS
 LL1309
 LL1309                          STATION DESCRIPTION
 LL1309
 LL1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LL1309'THE STATION IS LOCATED ABOUT 3.0 MILES AIR LINE SOUTH OF CHEROKEE
 LL1309'PARK, ON THE NORTH END OF A LARGE GRASSY RIDGE LOCALLY KNOWN
 LL1309'AS PRAIRIE DIVIDE, BETWEEN THE NORTH FORK OF RABBIT CREEK AND
 LL1309'THE NORTH FORK OF CACHE LA POUDRE RIVER.  THE RIDGE SLOPES
 LL1309'GRADUALLY TO THE WEST AND IS BARE BUT THE NORTH AND SOUTH
 LL1309'ENDS OF THE RIDGE HAVE A FEW SCATTERED PINE TREES THERE ON.
 LL1309'THE STATION MARK IS 41 PACES SOUTH OF THE CENTER LINE OF TRACK
 LL1309'ROAD, 38 PACES SOUTHWEST OF A LARGE-DOUBLE PINE TREE, 6 FEET
 LL1309'SOUTH OF A 4 X 4 WITNESS POST, PROJECTS 4 INCHES AND IS
 LL1309'STAMPED, DIVIDE 1949.
 LL1309'
 LL1309'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS THE
 LL1309'STATION, 17 PACES SOUTH OF A DOUBLE PINE TREE, PROJECTS 6 INCHES
 LL1309'AND IS STAMPED, DIVIDE NO 1 1949.
 LL1309'
 LL1309'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS THE
 LL1309'STATION, PROJECTS 4 INCHES AND IS STAMPED, DIVIDE NO 2 1949.
 LL1309'
 LL1309'THE AZIMUTH MARK IS LOCATED ON THE SOUTH SLOPE OF A EAST-WEST
 LL1309'RIDGE, 20 PACES SOUTH OF THE HIGHEST POINT, 26 PACES SOUTHEAST
 LL1309'OF A 12 INCH PINE TREE, 4 FEET NORTHEAST OF A 4 X 4 WITNESS
 LL1309'POST, PROJECTS 4 INCHES AND IS STAMPED, DIVIDE 1949.
 LL1309'
 LL1309'TO REACH FROM THE POST OFFICE IN LARAMIE.  GO SOUTH ON U.S. HIGHWAY
 LL1309'287 FOR 17.7 MILES TO A DIRT CROSSROAD AT TIE SIDING, JUST AFTER
 LL1309'PASSING A TEXACO SERVICE STATION ON THE RIGHT.  TURN RIGHT
 LL1309'(WEST) AND FOLLOW DIRT ROAD FOR 3.3 MILES TO A FORK.  KEEP
 LL1309'THE LEFT FORK FOR 3.7 MILES TO A SIGN ENTERING WYOMING.  CONTINUE
 LL1309'ON MAIN ROAD FOR 6.5 MILES TO A FORK AT SIGN TIE SIDING 14,
 LL1309'LARAMIE 34.  KEEP THE LEFT FORK (SOUTHERLY) FOR 2.7 MILES
 LL1309'TO A BRIDGE OVER CACHE LA POUDRE RIVER.  CONTINUE ON MAIN ROAD
 LL1309'FOR 1.65 MILES TO A FORK AND SIGN, RED FEATHER LAKES, FORT
 LL1309'COLLINS, CHEROKEE PARK.  KEEP THE RIGHT FORK FOR 3.05 MILES
 LL1309'TO A CATTLE GUARD.  CONTINUE ON MAIN ROAD FOR 1.6 MILES TO A
 LL1309'DIM TRACK ROAD LEADING TO THE NORTHEAST JUST BEFORE
 LL1309'REACHING A CATTLE GUARD.  TURN SHARP LEFT (NORTHEAST) AND
 LL1309'FOLLOW TRACK ROAD FOR 0.4 MILE TO THREE LARGE PINE TREES AND
 LL1309'STATION AS DESCRIBED ABOVE.  A DRIVE STATION.
 LL1309
 LL1309                          STATION RECOVERY (1979)
 LL1309
 LL1309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LL1309'STATION RECOVERED AND ALL MARKS FOUND TO BE IN GOOD
 LL1309'CONDITION.  DISTANCE AND DIRECTION TO REFERENCE MARKS CHECKED PREVIOUS
 LL1309'DATA FAVORABLY.  THE AZIMUTH MARK WAS NOT OBSERVED AT THIS TIME DUE
 LL1309'TO TREE ON LINE.
 LL1309'
 LL1309'STATION IS REACHED FROM THE POST OFFICE AND SERVICE STATION AT TIE
 LL1309'SIDING WHICH IS ABOUT 18 MILES SOUTH-SOUTHEAST OF LARAMIE WYOMING.  GO
 LL1309'SOUTH ON U.S. HIGHWAY 287 FOR 0.1 MILE, TURN RIGHT, GO WEST AND SOUTH
 LL1309'ON GRADED ROAD FOR 3.25 MILES TO A FORK, KEEP LEFT AND CONTINUE ON
 LL1309'MAIN TRAVELED ROAD FOR 5.6 MILES TO SIGN, ENTERING ROOSEVELT NATIONAL
 LL1309'FOREST, CONTINUE ON ROAD FOR 2.8 MILES TO A BRIDGE, CONTINUE ON MAIN
 LL1309'ROAD FOR 1.65 MILES TO A FORK AT JUNCTION OF COUNTY ROADS 179 AND
 LL1309'80C, KEEP RIGHT AND CONTINUE SOUTHERLY ON GRADED ROAD FOR 3.05 MILES
 LL1309'TO A CATTLE GUARD, CONTINUE STRAIGHT ON ROAD FOR 1.6 MILES TO A
 LL1309'GRADED ROAD ON LEFT, TURN SHARP LEFT AND CONTINUE FOR 0.4 MILE TO
 LL1309'PINE TREES AND STATION ON RIGHT, AS DESCRIBED.
 LL1309'
 LL1309'STATION IS A STANDARD STATION MARK DISK, STAMPED---DIVIDE 1949---
 LL1309'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 2
 LL1309'INCHES, 125 FEET SOUTH-SOUTHWEST OF APPROXIMATE CENTER OF GRADED ROAD,
 LL1309'2.8 FEET WEST-SOUTHWEST OF A METAL WITNESS POST WITH SIGN
 LL1309'ATTACHED.  MARK IS COVERED WITH ROCKS.
 LL1309'
 LL1309'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---DIVIDE NO 1 1949---
 LL1309'CEMENTED IN A DRILL HOLE, IN TOP OF ROCK OUTCROP.
 LL1309'
 LL1309'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---DIVIDE NO 2 1949---
 LL1309'CEMENTED IN A DRILL HOLE, IN TOP OF ROCK OUTCROP.
 LL1309'
 LL1309'AZIMUTH MARK IS A STANDARD DISK, STAMPED---DIVIDE 1949--- CEMENTED
 LL1309'IN A DRILL HOLE, IN TOP OF ROCK OUTCROP, 2 FEET NORTH-NORTHEAST OF A
 LL1309'METAL WITNESS POST.  MARK BLOCKED TO STATION BY TREE AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0701 ***********************************************************************
 KL0701  DESIGNATION -  DIVIDE WM CAIRN
 KL0701  PID         -  KL0701
 KL0701  STATE/COUNTY-  CO/MESA
 KL0701  USGS QUAD   -  FLATIRON MOUNTAIN (1982)
 KL0701
 KL0701                         *CURRENT SURVEY CONTROL
 KL0701  ___________________________________________________________________
 KL0701* NAD 83(1992)-  39 20 09.03462(N)    107 30 39.42422(W)     ADJUSTED  
 KL0701* NAVD 88     -      3233.     (meters)   10607.     (feet)  SCALED    
 KL0701  ___________________________________________________________________
 KL0701  LAPLACE CORR-           6.22  (seconds)                    DEFLEC99
 KL0701  GEOID HEIGHT-         -15.22  (meters)                     GEOID03
 KL0701
 KL0701  HORZ ORDER  -  SECOND
 KL0701
 KL0701.The horizontal coordinates were established by classical geodetic methods
 KL0701.and adjusted by the National Geodetic Survey in January 1993..
 KL0701
 KL0701.The orthometric height was scaled from a topographic map.
 KL0701
 KL0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0701
 KL0701.The geoid height was determined by GEOID03.
 KL0701
 KL0701;                    North         East     Units Scale Factor Converg.
 KL0701;SPC CO C     -   473,510.043   741,050.690   MT  0.99994428   -1 16 05.8
 KL0701;SPC CO C     - 1,553,507.53  2,431,263.81   sFT  0.99994428   -1 16 05.8
 KL0701;UTM  13      - 4,357,053.372   283,590.181   MT  1.00017667   -1 35 32.0
 KL0701
 KL0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0701!SPC CO C     -   0.99949549  x   0.99994428  =   0.99943980
 KL0701!UTM  13      -   0.99949549  x   1.00017667  =   0.99967207
 KL0701
 KL0701                          SUPERSEDED SURVEY CONTROL
 KL0701
 KL0701  NAD 83(1986)-  39 20 09.03052(N)    107 30 39.42278(W) AD(       ) 2
 KL0701  NAD 27      -  39 20 09.10300(N)    107 30 37.23600(W) AD(       ) 2
 KL0701
 KL0701.Superseded values are not recommended for survey control.
 KL0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0701.See file dsdata.txt to determine how the superseded data were derived.
 KL0701
 KL0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD8359057053(NAD 83)
 KL0701_MARKER: 72 = CAIRN
 KL0701
 KL0701  HISTORY     - Date     Condition        Report By
 KL0701  HISTORY     - 1937     FIRST OBSERVED   USGS
 KL0701
 KL0701                          STATION DESCRIPTION
 KL0701
 KL0701'DESCRIBED BY US GEOLOGICAL SURVEY 1937
 KL0701'THIS STATION DIVIDE IS ABOUT 14 MILES SSE OF SILT, COLORADO.  ON
 KL0701'THE HIGHEST POINT OF DIVIDE MOUNTAIN, WHICH LIES BETWEEN WEST
 KL0701'DIVIDE CREEK AND EAST DIVIDE CREEK.  THE MOUNTAIN SLOPES TO THE
 KL0701'W AND DROPS SHARPLY TO THE E.  THERE IS A U.S.G.S. CAIRN ABOUT
 KL0701'6 FEET HIGH WITH A 20-FOOT POLE IN ITS CENTER ON THE HIGHEST,
 KL0701'BARE POINT OF THE MOUNTAIN.  STATION LIES 4.5 METERS NNW FROM
 KL0701'THE CAIRN ON A BOULDER 2 FEET SQUARE AND ABOUT 9 INCHES HIGH.
 KL0701'
 KL0701'TO REACH FROM SILT GO E ON STATE HIGHWAY 24 0.5 MILE TO CROSSROADS.
 KL0701'TURN RIGHT, S, 0.75 MILE ON GRAVEL ROAD ACROSS RIVER TO T-ROADS.
 KL0701'TURN LEFT, E 1.4 MILES ON GRAVEL ROAD TO SIDE ROAD RIGHT S
 KL0701'AND SIGN COLLBRAN AND GRAND JUNCTION.  TURN RIGHT, S, 6.2
 KL0701'MILES TO FORK AT SCHOOL.  TURN RIGHT, W AND S ON GRADED
 KL0701'DIRT ROAD 1.45 MILES TO FORK.  TAKE RIGHT FORK S AND W 1.0
 KL0701'MILE TO GRADED DIRT ROAD TO SIDE ROAD LEFT.  TURN LEFT, S,
 KL0701'1.55 MILES TO FAIRVIEW SCHOOL ON RIGHT.  CONTINUE S ON GRADED
 KL0701'DIRT ROAD 1.8 MILES TO SIDE ROAD E AND SIGN WEST DIVIDE CREEK
 KL0701'3 MILES.  TURN LEFT, E, ON GRADED DIRT ROAD 2.25 MILES TO
 KL0701'FORK JUST ACROSS BRIDGE. *.  TURN RIGHT S 0.8 MILE ON GRADED
 KL0701'DIRT ROAD TO A FORK.  TURN RIGHT S 4.6 MILES ON GRADED DIRT
 KL0701'ROAD TO FOREST BOUNDARY.  CONTINUE S ON MAIN GRADED ROAD
 KL0701'1.9 MILE TO SIDE ROAD LEFT AND SIGN EAST DIVIDE CREEK 6
 KL0701'MILES.  AT THIS POINT THE SIDE ROAD E WAS BEING BUILT
 KL0701'EASTWARD UP MOSQUITO CREEK ALONG THE GOVERNMENT TRAIL TO
 KL0701'THE HEAD OF THE VALLEY, IN 1937.  THE CABIN OF SAM BUNN, FROM
 KL0701'WHOM HORSES MAY BE OBTAINED, ALSO LIES 1/2 MILE E OF THIS
 KL0701'INTERSECTION, ACROSS A CLEARING AND ASPEN THICKET TO THE LEFT
 KL0701'OF THE ROAD.  *SAM BUNN MAY BE FOUND AT THE RANCH OF HIS
 KL0701'BROTHER, GEORGE BUNN, 3/4 MILE ALONG THE LEFT FORK
 KL0701'MENTIONED ABOVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MP0653 ***********************************************************************
 MP0653  DESIGNATION -  DIXON
 MP0653  PID         -  MP0653
 MP0653  STATE/COUNTY-  CO/MOFFAT
 MP0653  USGS QUAD   -  SAVERY (1961)
 MP0653
 MP0653                         *CURRENT SURVEY CONTROL
 MP0653  ___________________________________________________________________
 MP0653* NAD 83(1992)-  41 00 00.60907(N)    107 29 48.47269(W)     ADJUSTED  
 MP0653* NAVD 88     -      2095.     (meters)    6873.     (feet)  VERTCON   
 MP0653  ___________________________________________________________________
 MP0653  LAPLACE CORR-          10.44  (seconds)                    DEFLEC99
 MP0653  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 MP0653
 MP0653  HORZ ORDER  -  SECOND
 MP0653
 MP0653.The horizontal coordinates were established by classical geodetic methods
 MP0653.and adjusted by the National Geodetic Survey in January 1997..
 MP0653
 MP0653.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0653
 MP0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0653
 MP0653.The geoid height was determined by GEOID03.
 MP0653
 MP0653;                    North         East     Units Scale Factor Converg.
 MP0653;SPC CO N     -   491,772.723   746,408.369   MT  1.00004239   -1 17 24.7
 MP0653;SPC CO N     - 1,613,424.34  2,448,841.46   sFT  1.00004239   -1 17 24.7
 MP0653;SPC WYEC     -   155,552.728   386,247.765   MT  0.99993983   -0 06 26.1
 MP0653;UTM  13      - 4,541,778.660   290,006.627   MT  1.00014277   -1 38 19.1
 MP0653
 MP0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0653!SPC CO N     -   0.99967361  x   1.00004239  =   0.99971599
 MP0653!SPC WYEC     -   0.99967361  x   0.99993983  =   0.99961346
 MP0653!UTM  13      -   0.99967361  x   1.00014277  =   0.99981634
 MP0653
 MP0653|---------------------------------------------------------------------|
 MP0653| PID    Reference Object                     Distance      Geod. Az  |
 MP0653|                                                           dddmmss.s |
 MP0653| CP4847 DIXON RM 1                            9.250 METERS 02836     |
 MP0653| CP4846 DIXON AZ MK                                        0910109.4 |
 MP0653| CP4848 DIXON RM 2                            9.530 METERS 21429     |
 MP0653|---------------------------------------------------------------------|
 MP0653
 MP0653                          SUPERSEDED SURVEY CONTROL
 MP0653
 MP0653  NAD 83(1992)-  41 00 00.60639(N)    107 29 48.46663(W) AD(       ) 2
 MP0653  NAD 83(1986)-  41 00 00.60395(N)    107 29 48.46422(W) AD(       ) 2
 MP0653  NAD 27      -  41 00 00.72900(N)    107 29 46.23200(W) AD(       ) 2
 MP0653  NGVD 29 (07/19/86) 2094.     (m)         6870.     (f) VERT ANG       
 MP0653
 MP0653.Superseded values are not recommended for survey control.
 MP0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0653.See file dsdata.txt to determine how the superseded data were derived.
 MP0653
 MP0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF9000741779(NAD 83)
 MP0653_MARKER: DS = TRIANGULATION STATION DISK
 MP0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0653
 MP0653  HISTORY     - Date     Condition        Report By
 MP0653  HISTORY     - 1937     MONUMENTED       CGS
 MP0653  HISTORY     - 1956     GOOD             USGS
 MP0653  HISTORY     - 1981     GOOD             LOCENG
 MP0653
 MP0653                          STATION DESCRIPTION
 MP0653
 MP0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 MP0653'STATION IS ABOUT 4 MILES SE OF DIXON, WYOMING, 2-3/4 MILES SW OF
 MP0653'SAVERY, WYOMING, ABOUT 1/4 MILE S OF THE WYOMING STATE LINE, ON
 MP0653'THE EASTERLY ONE OF A GROUP OF LOW HILLS LYING JUST S OF THE
 MP0653'LITTLE SNAKE RIVER, ON THE HIGHEST POINT OF THE HILL WHICH IS
 MP0653'COVERED WITH SCRUB CEDAR TREES, SLOPING GENTLY TO THE S AND E
 MP0653'BUT DROPPING SHARPLY TO THE N AND W, ON THE LONGITUDINAL CENTER
 MP0653'OF THE HILL, ABOUT 60 FEET SSW OF THE NE POINT OF THE SUMMIT.
 MP0653'
 MP0653'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 MP0653'DISKS SET IN CONCRETE.
 MP0653'
 MP0653'REFERENCE MARK NO. 1 IS NNE OF THE STATION, ON THE RIDGE LINE
 MP0653'OF THE SUMMIT.
 MP0653'
 MP0653'REFERENCE MARK NO. 2 IS SSW OF THE STATION, ON THE RIDGE LINE
 MP0653'OF THE SUMMIT.
 MP0653'
 MP0653'AZIMUTH MARK IS APPROXIMATELY 3/4 MILE A LITTLE N OF E FROM
 MP0653'THE STATION, ACROSS A SHALLOW DRAW, ON ROAD LEADING TO STATION,
 MP0653'ABOUT 1/2 MILE N BY W OF A GROUP OF RANCH BUILDINGS, 0.2 MILE
 MP0653'S ALONG THE ROAD FROM GATE IN FENCE, AT ROAD FORKS, 25-1/2 FEET
 MP0653'E OF THE CENTER OF THE ROAD.
 MP0653'
 MP0653'TO REACH THE STATION FROM DIXON, WYOMING GO E ON THE ENCAMPMENT
 MP0653'ROAD FOR 3.4 MILES, OR 1.5 MILES BEFORE REACHING SAVERY, WYOMING,
 MP0653'AND TURN RIGHT ON T-ROAD, THENCE S ON GRADED DIRT ROAD FOR 0.7
 MP0653'MILE AND CROSS BRIDGE OVER LITTLE SNAKE RIVER, THENCE S AND E
 MP0653'ON THE MAIN-TRAVELED ROAD FOR 0.9 MILE, OR 0.2 MILE PAST GATE
 MP0653'IN WIRE FENCE, TO ROAD FORK AT AZIMUTH MARK ON LEFT, THENCE SW
 MP0653'ON RIGHT FORK FOR 0.4 MILE AND TURN RIGHT ON DISUSED, GRADED
 MP0653'ROAD AT CROSSROADS, THENCE W ALONG N SIDE OF FENCE FOR 0.35
 MP0653'MILE, OR 0.1 MILE PAST GATE IN FENCE, AND KEEP RIGHT FORK AT
 MP0653'Y, THENCE NW ON DIM TRACK ROAD FOR 0.4 MILE TO NE END OF
 MP0653'HILL, THENCE LEFT UP THE HILL FOR 0.3 MILE TO TRIANGLE-BLAZED
 MP0653'CEDAR TREE ON THE SUMMIT AND THE STATION, 50 YARDS NE.
 MP0653'
 MP0653'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 MP0653
 MP0653                          STATION RECOVERY (1956)
 MP0653
 MP0653'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 MP0653'RECOVERED --FOLLOWING IS REVISED ROUTE DESCRIPTION
 MP0653'
 MP0653'TO REACH THE STATION FROM THE POST OFFICE IN DIXON, PROCEED W.
 MP0653'ALONG PAVED RD. 1.0 MI. TO GRAVELED RD. S. (ABOUT 0.2 MI. W. OF THE
 MP0653'BRIDGE OVER LITTLE SNAKE RIVER).  TURN S. 1.7 MI. TO THREE RD. FORKS
 MP0653'AT THE COLORADO-WY0MING STATE LINE, TURN LEFT (E.) 3.5 MI. TO A DIM
 MP0653'TRAIL ON THE LEFT AT A SHALLOW DRAIN CROSSING, TURN LEFT AND FOLLOW
 MP0653'THE DIM TRAIL 0.7 MI. TO THE TOP OF A CEDAR COVERED RIDGE AND THE
 MP0653'STATION.
 MP0653'
 MP0653'STATION MARK--STANDARD USC AND GS DISK, SET IN TOP OF CONCRETE POST,
 MP0653'STAMPED ---DIXON 1937---.
 MP0653
 MP0653                          STATION RECOVERY (1981)
 MP0653
 MP0653'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (PK)
 MP0653'DIXON RECOVERED GOOD.
 MP0653'
 MP0653'DIXON AZIMUTH RECOVERED GOOD.
 MP0653'
 MP0653'R.M. 1 RECOVERED GOOD.
 MP0653'
 MP0653'R.M. 2 RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI7564 ***********************************************************************
 AI7564  DESIGNATION -  DMA
 AI7564  PID         -  AI7564
 AI7564  STATE/COUNTY-  CO/BOULDER
 AI7564  USGS QUAD   -  ELDORADO SPRINGS (1994)
 AI7564
 AI7564                         *CURRENT SURVEY CONTROL
 AI7564  ___________________________________________________________________
 AI7564* NAD 83(1992)-  39 59 42.84053(N)    105 15 45.41966(W)     ADJUSTED  
 AI7564* NAVD 88     -      1660.4    (meters)    5447.     (feet)  GPS OBS   
 AI7564  ___________________________________________________________________
 AI7564  X           -  -1,288,395.464 (meters)                     COMP
 AI7564  Y           -  -4,721,682.498 (meters)                     COMP
 AI7564  Z           -   4,078,637.205 (meters)                     COMP
 AI7564  LAPLACE CORR-         -21.79  (seconds)                    DEFLEC99
 AI7564  ELLIP HEIGHT-        1644.68  (meters)          (12/03/02) GPS OBS
 AI7564  GEOID HEIGHT-         -15.68  (meters)                     GEOID03
 AI7564
 AI7564  HORZ ORDER  -  FIRST
 AI7564  ELLP ORDER  -  FOURTH    CLASS II
 AI7564
 AI7564.The horizontal coordinates were established by GPS observations
 AI7564.and adjusted by the National Geodetic Survey in September 2000..
 AI7564
 AI7564.The orthometric height was determined by GPS observations and a
 AI7564.high-resolution geoid model.
 AI7564
 AI7564.Photographs are available for this station.
 AI7564
 AI7564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI7564
 AI7564.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI7564
 AI7564.The ellipsoidal height was determined by GPS observations
 AI7564.and is referenced to NAD 83.
 AI7564
 AI7564.The geoid height was determined by GEOID03.
 AI7564
 AI7564;                    North         East     Units Scale Factor Converg.
 AI7564;SPC CO N     -   378,318.374   934,673.626   MT  0.99996674   +0 09 12.2
 AI7564;SPC CO N     - 1,241,199.53  3,066,508.39   sFT  0.99996674   +0 09 12.2
 AI7564;UTM  13      - 4,427,261.204   477,581.556   MT  0.99960619   -0 10 07.6
 AI7564
 AI7564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI7564!SPC CO N     -   0.99974205  x   0.99996674  =   0.99970880
 AI7564!UTM  13      -   0.99974205  x   0.99960619  =   0.99934834
 AI7564
 AI7564                          SUPERSEDED SURVEY CONTROL
 AI7564
 AI7564.No superseded survey control is available for this station.
 AI7564
 AI7564_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE7758227261(NAD 83)
 AI7564_MARKER: DH = HORIZONTAL CONTROL DISK
 AI7564_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AI7564_SP_SET: BUILDING
 AI7564_STAMPING: GEOCEIVER STA 10324 DMATC G98 1977
 AI7564_MARK LOGO: DMA   
 AI7564_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI7564_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI7564+STABILITY: POSITION/ELEVATION WELL
 AI7564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7564+SATELLITE: SATELLITE OBSERVATIONS - 1977
 AI7564
 AI7564  HISTORY     - Date     Condition        Report By
 AI7564  HISTORY     - 1977     MONUMENTED       DMA
 AI7564
 AI7564                          STATION DESCRIPTION
 AI7564
 AI7564'DESCRIBED BY DEFENSE MAP AGENCY 1977
 AI7564'TO REACH THE STATION FROM THE INTERSECTION OF BROADWAY, STATE HIGHWAY
 AI7564'7 AND 93, AND CANYON BOULEVARD, STATE HIGHWAY 7 AND 119, GO SOUTH ON
 AI7564'BROADWAY 2.7 KM (1.65 MI) TO THE ENTRANCE ON THE RIGHT FOR THE U.S.
 AI7564'DEPARTMENT OF COMMERCE BOULDER LABORITORIES.  TURN RIGHT, WEST, INTO
 AI7564'THE ENTRANCE FOR 0.1 KM (0.05 MI) TO A FORK.  THE STATION IS LOCATED
 AI7564'ON THE 5TH FLOOR OF THE DEPARTMENT OF COMMERCE NATIONAL INSTITUTE OF
 AI7564'STANDARDS AND TECHNOLOGY BUILDING.  NOTE--THERE IS RESTRICTED ACCESS
 AI7564'TO THE MARK.  CONTACT DAVID A.  HOWE, NATIONAL INSTITUTE OF STANDARDS
 AI7564'AND TECHNOLOGY, TIME AND FREQUENCY DIVISION, 325 BROADWAY, BOULDER CO.
 AI7564'PHONE (303) 497-3277
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0907 ***********************************************************************
 JJ0907  DESIGNATION -  DOE
 JJ0907  PID         -  JJ0907
 JJ0907  STATE/COUNTY-  CO/LINCOLN
 JJ0907  USGS QUAD   -  SCHAFER RESERVOIR (1978)
 JJ0907
 JJ0907                         *CURRENT SURVEY CONTROL
 JJ0907  ___________________________________________________________________
 JJ0907* NAD 83(1992)-  38 57 22.36861(N)    103 14 06.69816(W)     ADJUSTED  
 JJ0907* NAVD 88     -      1485.     (meters)    4872.     (feet)  SCALED    
 JJ0907  ___________________________________________________________________
 JJ0907  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 JJ0907  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 JJ0907
 JJ0907  HORZ ORDER  -  THIRD
 JJ0907
 JJ0907.The horizontal coordinates were established by classical geodetic methods
 JJ0907.and adjusted by the National Geodetic Survey in January 1993..
 JJ0907
 JJ0907.The orthometric height was scaled from a topographic map.
 JJ0907
 JJ0907.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0907
 JJ0907.The geoid height was determined by GEOID03.
 JJ0907
 JJ0907;                    North         East     Units Scale Factor Converg.
 JJ0907;SPC CO C     -   431,894.916 1,110,682.407   MT  0.99993909   +1 25 42.2
 JJ0907;SPC CO C     - 1,416,975.24  3,643,963.86   sFT  0.99993909   +1 25 42.2
 JJ0907;UTM  13      - 4,313,398.508   652,916.915   MT  0.99988794   +1 06 35.3
 JJ0907
 JJ0907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0907!SPC CO C     -   0.99977049  x   0.99993909  =   0.99970959
 JJ0907!UTM  13      -   0.99977049  x   0.99988794  =   0.99965845
 JJ0907
 JJ0907|---------------------------------------------------------------------|
 JJ0907| PID    Reference Object                     Distance      Geod. Az  |
 JJ0907|                                                           dddmmss.s |
 JJ0907| CM7955 DOE RM 1                             24.060 METERS 05456     |
 JJ0907| CM7956 DOE RM 2                             20.535 METERS 14154     |
 JJ0907| CM7954 DOE AZ MK                                          3415113.8 |
 JJ0907|---------------------------------------------------------------------|
 JJ0907
 JJ0907                          SUPERSEDED SURVEY CONTROL
 JJ0907
 JJ0907  NAD 83(1986)-  38 57 22.37044(N)    103 14 06.69324(W) AD(       ) 3
 JJ0907  NAD 27      -  38 57 22.39294(N)    103 14 04.91467(W) AD(       ) 3
 JJ0907
 JJ0907.Superseded values are not recommended for survey control.
 JJ0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0907.See file dsdata.txt to determine how the superseded data were derived.
 JJ0907
 JJ0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD5291713399(NAD 83)
 JJ0907_MARKER: DS = TRIANGULATION STATION DISK
 JJ0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0907
 JJ0907  HISTORY     - Date     Condition        Report By
 JJ0907  HISTORY     - 1954     MONUMENTED       CGS
 JJ0907  HISTORY     - 1971     GOOD             LOCENG
 JJ0907
 JJ0907                          STATION DESCRIPTION
 JJ0907
 JJ0907'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0907'THE STATION IS LOCATED ON THE SUMMIT OF A SMALL GRASSY KNOLL
 JJ0907'THAT LIES SOUTH OF U.S. HIGHWAY 40.  IT IS ABOUT 15 MILES
 JJ0907'AIRLINE NORTHWEST OF WILD HORSE, ABOUT 18 MILES AIRLINE
 JJ0907'SOUTHEAST OF HUGO, AND ABOUT 8 MILES AIRLINE NORTH-NORTHWEST
 JJ0907'OF AROYA.
 JJ0907'
 JJ0907'THE STATION IS A STANDARD DISK STAMPED DOE 1954 AND SET IN
 JJ0907'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 JJ0907'4 INCHES.  IT IS 9 FEET NORTHWEST OF A WITNESS POST.
 JJ0907'
 JJ0907'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DOE NO 1 1954
 JJ0907'AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JJ0907'THAT PROJECTS 4 INCHES.  IT IS ABOUT 2 FEET LOWER THAN THE
 JJ0907'STATION.
 JJ0907'
 JJ0907'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DOE NO 2 1954
 JJ0907'AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 JJ0907'PROJECTS 3 INCHES.  IT IS ABOUT THE SAME ELEVATION AS THE
 JJ0907'STATION.
 JJ0907'
 JJ0907'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DOE 1954 AND SET
 JJ0907'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 JJ0907'4 INCHES.  IT IS 48 FEET SOUTH OF THE CENTER LINE OF U.S.
 JJ0907'HIGHWAY 40, 27 FEET EAST OF THE EAST GATEPOST OF A WIRE GATE,
 JJ0907'AND 1 FOOT SOUTH OF THE WIRE FENCE.
 JJ0907'
 JJ0907'TO REACH THE STATION FROM THE POST OFFICE IN WILD HORSE GO
 JJ0907'WEST AND NORTHWEST ON U.S. HIGHWAY 40 FOR 15.9 MILES TO THE
 JJ0907'AZIMUTH MARK AND A WIRE GATE ON THE LEFT.  TURN LEFT, SOUTH,
 JJ0907'AND FOLLOW THE TRACK ROAD FOR 0.3 MILE TO A DIM TRACK ROAD
 JJ0907'LEFT.  TURN LEFT, EAST, AND GO 0.2 MILE TO THE TOP OF THE
 JJ0907'HILL AND THE STATION.
 JJ0907'
 JJ0907'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JJ0907
 JJ0907                          STATION RECOVERY (1971)
 JJ0907
 JJ0907'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (JC)
 JJ0907'RECOVERED BY M.J. HARDEN AND ASSOC.
 JJ0907'
 JJ0907'DOE 1954-EXCELLENT
 JJ0907'
 JJ0907'DOE NO. 1 1954-R.M. IN EXCELLENT CONDITION
 JJ0907'
 JJ0907'DOE NO. 2 1954-R.M. IN EXCELLENT CONDITION
 JJ0907'
 JJ0907'FOUND AS DESCRIBED AND IN GOOD CONDITION.
 JJ0907'
 JJ0907'AZ. MK. NOT LOOKED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3466 ***********************************************************************
 AJ3466  DESIGNATION -  DOEHLING
 AJ3466  PID         -  AJ3466
 AJ3466  STATE/COUNTY-  CO/GARFIELD
 AJ3466  USGS QUAD   -  ANVIL POINTS (1982)
 AJ3466
 AJ3466                         *CURRENT SURVEY CONTROL
 AJ3466  ___________________________________________________________________
 AJ3466* NAD 83(1992)-  39 30 26.73758(N)    107 52 51.87230(W)     ADJUSTED  
 AJ3466* NAVD 88     -      1639.5    (meters)    5379.     (feet)  GPS OBS   
 AJ3466  ___________________________________________________________________
 AJ3466  X           -  -1,513,391.210 (meters)                     COMP
 AJ3466  Y           -  -4,690,846.112 (meters)                     COMP
 AJ3466  Z           -   4,036,972.631 (meters)                     COMP
 AJ3466  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AJ3466  ELLIP HEIGHT-        1623.55  (meters)          (12/03/02) GPS OBS
 AJ3466  GEOID HEIGHT-         -15.89  (meters)                     GEOID03
 AJ3466
 AJ3466  HORZ ORDER  -  FIRST
 AJ3466  ELLP ORDER  -  FOURTH    CLASS II
 AJ3466
 AJ3466.The horizontal coordinates were established by GPS observations
 AJ3466.and adjusted by the National Geodetic Survey in May 2001..
 AJ3466
 AJ3466.The orthometric height was determined by GPS observations and a
 AJ3466.high-resolution geoid model.
 AJ3466
 AJ3466.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3466
 AJ3466.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3466
 AJ3466.The ellipsoidal height was determined by GPS observations
 AJ3466.and is referenced to NAD 83.
 AJ3466
 AJ3466.The geoid height was determined by GEOID03.
 AJ3466
 AJ3466;                    North         East     Units Scale Factor Converg.
 AJ3466;SPC CO C     -   493,323.712   709,650.600   MT  0.99996101   -1 30 06.2
 AJ3466;SPC CO C     - 1,618,512.88  2,328,245.34   sFT  0.99996101   -1 30 06.2
 AJ3466;UTM  13      - 4,377,052.640   252,294.217   MT  1.00035551   -1 50 01.7
 AJ3466
 AJ3466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3466!SPC CO C     -   0.99974535  x   0.99996101  =   0.99970637
 AJ3466!UTM  13      -   0.99974535  x   1.00035551  =   1.00010077
 AJ3466
 AJ3466                          SUPERSEDED SURVEY CONTROL
 AJ3466
 AJ3466.No superseded survey control is available for this station.
 AJ3466
 AJ3466_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD5229477053(NAD 83)
 AJ3466_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ3466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ3466_STAMPING: DOEHLING 2000
 AJ3466_MARK LOGO: NGS   
 AJ3466_PROJECTION: FLUSH
 AJ3466_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3466+STABILITY: SURFACE MOTION
 AJ3466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3466+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2000
 AJ3466
 AJ3466  HISTORY     - Date     Condition        Report By
 AJ3466  HISTORY     - 20001006 MONUMENTED       NGS
 AJ3466
 AJ3466                          STATION DESCRIPTION
 AJ3466
 AJ3466'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 AJ3466'THE STATION IS LOCATED ABOUT 5.25 MI WEST-SOUTHWEST OF RIFLE, 2.25
 AJ3466'MI SOUTHEAST OF ANVIL POINTS AND 0.25 MI NORTH-NORTHEAST OF
 AJ3466'WEBSTER HILL, IN THE SOUTHWEST 1/4 OF SECTION 22, T 6 S, R 94 W, AT
 AJ3466'INTERSTATE 70 MILEPOST 84.7. OWNERSHIP--COLORADO DEPT. OF
 AJ3466'TRANSPORTATION RIGHT-OF-WAY.
 AJ3466' 
 AJ3466'TO REACH THE STATION FROM INTERSTATE 70 AND THE UNDERPASS FOR
 AJ3466'EXIT 87, WEST RIFLE EXIT, GO SOUTH THAN WEST ON THE SOUTHERN
 AJ3466'ACCESS ROAD FOR 2.15 MI TO A DIM TRACK ROAD JUST BEFORE COMING TO
 AJ3466'THE LOCAL HIGH POINT OF THE ROAD. TURN RIGHT, SOUTHWEST, UPHILL TO
 AJ3466'THE STATION NEAR THE RIGHT-OF-WAY FENCE ON THE TOP OF A LARGE
 AJ3466'FLAT AREA.
 AJ3466' 
 AJ3466'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 35 CM
 AJ3466'DIAMETER CONCRETE POST, FLUSH WITH THE GROUND. IT IS 49.8 M
 AJ3466'NORTHEAST FROM A JOG IN THE RIGHT-OF-WAY FENCE, 1.55 M SOUTHEAST
 AJ3466'FROM THE SOUTHERN INTERSTATE 70 RIGHT-OF-WAY FENCE AND 1.4 M
 AJ3466'SOUTHEAST FROM A WITNESS POST.
 AJ3466'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0467 ***********************************************************************
 HL0467  DESIGNATION -  DOG
 HL0467  PID         -  HL0467
 HL0467  STATE/COUNTY-  CO/RIO GRANDE
 HL0467  USGS QUAD   -  DOG MOUNTAIN (1967)
 HL0467
 HL0467                         *CURRENT SURVEY CONTROL
 HL0467  ___________________________________________________________________
 HL0467* NAD 83(1992)-  37 36 17.81860(N)    106 20 46.21623(W)     ADJUSTED  
 HL0467* NAVD 88     -      2946.0    (meters)    9665.     (feet)  VERTCON   
 HL0467  ___________________________________________________________________
 HL0467  LAPLACE CORR-          -5.44  (seconds)                    DEFLEC99
 HL0467  GEOID HEIGHT-         -16.06  (meters)                     GEOID03
 HL0467
 HL0467  HORZ ORDER  -  FIRST
 HL0467
 HL0467.The horizontal coordinates were established by classical geodetic methods
 HL0467.and adjusted by the National Geodetic Survey in January 1993..
 HL0467
 HL0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0467
 HL0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0467
 HL0467.The geoid height was determined by GEOID03.
 HL0467
 HL0467;                    North         East     Units Scale Factor Converg.
 HL0467;SPC CO S     -   409,272.980   839,688.121   MT  0.99995336   -0 31 08.5
 HL0467;SPC CO S     - 1,342,756.44  2,754,876.78   sFT  0.99995336   -0 31 08.5
 HL0467;UTM  13      - 4,162,836.716   381,175.746   MT  0.99977391   -0 49 17.6
 HL0467
 HL0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0467!SPC CO S     -   0.99954044  x   0.99995336  =   0.99949382
 HL0467!UTM  13      -   0.99954044  x   0.99977391  =   0.99931446
 HL0467
 HL0467|---------------------------------------------------------------------|
 HL0467| PID    Reference Object                     Distance      Geod. Az  |
 HL0467|                                                           dddmmss.s |
 HL0467| CM6347 DOG RM 1                              5.374 METERS 16652     |
 HL0467| CM6348 DOG RM 2                             11.226 METERS 25133     |
 HL0467| CM6346 DOG AZ MK                                          3085504.9 |
 HL0467|---------------------------------------------------------------------|
 HL0467
 HL0467                          SUPERSEDED SURVEY CONTROL
 HL0467
 HL0467  NAD 83(1986)-  37 36 17.81859(N)    106 20 46.22380(W) AD(       ) 1
 HL0467  NAD 27      -  37 36 17.80500(N)    106 20 44.08900(W) AD(       ) 1
 HL0467  NGVD 29 (07/19/86) 2944.5    (m)         9660.     (f) VERT ANG       
 HL0467
 HL0467.Superseded values are not recommended for survey control.
 HL0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0467.See file dsdata.txt to determine how the superseded data were derived.
 HL0467
 HL0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB8117662837(NAD 83)
 HL0467_MARKER: DD = SURVEY DISK
 HL0467_SETTING: 80 = SET IN A BOULDER
 HL0467_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 HL0467
 HL0467  HISTORY     - Date     Condition        Report By
 HL0467  HISTORY     - 1936     MONUMENTED       USGS
 HL0467  HISTORY     - 1958     GOOD             CGS
 HL0467
 HL0467                          STATION DESCRIPTION
 HL0467
 HL0467'DESCRIBED BY US GEOLOGICAL SURVEY 1936 (JB)
 HL0467'THIS STATION IS ON THE HIGHEST POINT OF A SHARP AND ROCKY PEAK
 HL0467'KNOWN AS DOG MOUNTAIN, 3/4 MILE E OF SAN FRANCISCO CREEK, 5
 HL0467'MILES S AND 1/2 MILE E OF DEL NORTE, ABOUT 1 MILE E OF A
 HL0467'GRADED ROAD LEADING S FROM DEL NORTE, AND ABOUT 11 MILES W OF
 HL0467'MONTE VISTA.  THE STATION IS MARKED BY A U.S. GEOLOGICAL SURVEY
 HL0467'DISK SET IN A BOULDER ON THE HIGHEST POINT OF THE PEAK.  THE
 HL0467'SUMMIT OF THE PEAK IS COMPOSED OF LOOSE LAVA ROCK.
 HL0467'
 HL0467'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 HL0467'DRILL HOLES IN BOULDERS.
 HL0467'
 HL0467'THE AZIMUTH MARK IS 0.75 MILE S OF THE COLORADO STATE FISH
 HL0467'HATCHERY, IN A PASTURE FIELD, ABOUT 5 YARDS W OF THE N-S FENCE
 HL0467'LINE, ABOUT 20 YARDS W OF THE CENTER LINE OF THE GRADED ROAD
 HL0467'AND ABOUT 100 YARDS NW OF A RANCH HOUSE ON THE E SIDE OF THE
 HL0467'HIGHWAY.
 HL0467'
 HL0467'TO REACH THE STATION FROM THE FORD GARAGE IN DEL NORTE, GO
 HL0467'E ON U.S. HIGHWAY 160 FOR 0.35 MILE AND TURN RIGHT (S), OFF
 HL0467'THE HIGHWAY AT A TOURIST CAMP IN THE NW ANGLE.  FROM HERE, GO
 HL0467'S ON A GRADED ROAD FOR 4.85 MILES TO A RANCH HOUSE ON THE LEFT
 HL0467'SIDE OF THE ROAD (OR 0.75 MILE S OF THE STATE FISH HATCHERY
 HL0467'MENTIONED ABOVE.) TURN LEFT INTO THE RANCH HOUSE YARD, THEN S
 HL0467'THRU TWO GATES AND THEN FOLLOW A FARM ROAD E THROUGH ANOTHER
 HL0467'GATE FOR ABOUT 0.75 MILE TO THE FOOT OF THE SLOPE OF THE
 HL0467'PROMINENT HILL.  LEAVE THE ROAD HERE AND GO SE UP THE GRADUAL
 HL0467'SLOPE FOR ABOUT 0.2 MILE TO A WIRE FENCE LINE RUNNING N-S.
 HL0467'THIS IS THE END OF TRUCK TRAVEL WITHOUT TAKING FENCE DOWN.
 HL0467'FROM HERE PACK SE UP THE STEEP SLOPE FOR ABOUT 1/2 MILE TO
 HL0467'THE HIGHEST POINT AND STATION DOG, A 45-MINUTE PACK.
 HL0467'
 HL0467'A 4-FOOT STAND USED AT THIS STATION CLEARED ALL LINES.
 HL0467
 HL0467                          STATION RECOVERY (1958)
 HL0467
 HL0467'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 HL0467'ALL MARKS RECOVERED AND FOUND IN GOOD CONDITION.  FOLLOWING IS
 HL0467'A COMPLETE NEW DESCRIPTION--
 HL0467'
 HL0467'THE STATION IS ON A HIGH, ROCKY PEAK LOCALLY KNOWN AS DOG MOUNTAIN.
 HL0467'IT IS ABOUT 11 MILES WEST-NORTHWEST OF MONTE VISTA, 5 MILES
 HL0467'SOUTH OF DEL NORTE, 1-1/2 MILES SOUTHEAST OF THE STATE FISH
 HL0467'HATCHERY AND 3/4 MILE EAST OF SAN FRANCISCO CREEK.
 HL0467'
 HL0467'TO REACH THE STATION FROM THE POST OFFICE IN DEL NORTE, GO
 HL0467'SOUTH FOR 0.05 MILE TO U.S. HIGHWAY 160, TURN LEFT AND GO EAST
 HL0467'ON THE HIGHWAY FOR 0.4 MILE TO FRENCH STREET, TURN RIGHT AND
 HL0467'GO SOUTH FOR 1.7 MILES TO THE END OF THE MACADAM ROAD, CONTINUE
 HL0467'SOUTHERLY ON GRAVELED ROAD FOR 2.25 MILES TO THE STATE FISH
 HL0467'HATCHERY ON THE LEFT, CONTINUE SOUTH FOR 0.75 MILE TO THE
 HL0467'AZIMUTH MARK ON THE RIGHT, CONTINUE FOR 0.7 MILE TO A FARM
 HL0467'ROAD ON THE LEFT, TURN LEFT AND GO EAST FOR 0.15 MILE TO A
 HL0467'GATE (PASSING HOUSE ON LEFT), PASS THROUGH GATE AND CONTINUE
 HL0467'FOR 0.05 MILE TO A GATE, CONTINUE STRAIGHT AHEAD FOR 0.05
 HL0467'MILE TO A WOOD GATE, PASS THROUGH GATE AND BEAR LEFT,
 HL0467'EASTERLY ON DIM TRACK ROAD FOR 0.2 MILE (CROSSING SMALL BRIDGE)
 HL0467'TO A WIRE GATE, PASS THROUGH GATE AND GO EAST FOR 0.05
 HL0467'MILE, BEAR SOUTHEAST ON DIM TRACK ROAD FOR 0.35 MILE
 HL0467'TO A GATE, PASS THROUGH GATE AND GO EAST FOR 0.35 MILE TO THE
 HL0467'BASE OF HILL AND ETT.  PACK EAST TO TOP OF HILL AND
 HL0467'STATION, ABOUT A 1 HOUR PACK.
 HL0467'
 HL0467'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 HL0467'MARK DISK, UNSTAMPED, CEMENTED IN A DRILL HOLE IN THE TOP OF
 HL0467'A 20 X 24 INCH BOULDER PROJECTING 4 INCHES.
 HL0467'
 HL0467'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DOG (USGS) NO
 HL0467'1 1936, CEMENTED IN A DRILL HOLE IN THE TOP OF A 2 X 2 FOOT
 HL0467'BOULDER PROJECTING 6 INCHES.  IT IS ABOUT 3-1/2 FEET LOWER THAN
 HL0467'THE STATION.
 HL0467'
 HL0467'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DOG (USGS) NO 2
 HL0467'1936, CEMENTED IN A DRILL HOLE IN THE TOP OF A 2 X 3 FOOT BOULDER
 HL0467'PROJECTING 24 INCHES.  IT IS ABOUT 4 FEET LOWER THAN THE STATION.
 HL0467'
 HL0467'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DOG (USGS) 1936,
 HL0467'CEMENTED IN A DRILL HOLE IN THE TOP OF A 3 X 4 FOOT BOULDER
 HL0467'PROJECTING 6 INCHES.  IT IS 116 FEET NORTH OF THE NORTHEAST
 HL0467'CORNER OF A SLAB CORRAL, 87 FEET NORTHWEST OF A POWERLINE POLE,
 HL0467'43 FEET NORTHWEST OF THE CENTER OF THE GRAVEL ROAD AND 3 FEET
 HL0467'SOUTHEAST OF A RIGHT-OF-WAY FENCE.  A WHITE WITNESS POST WAS
 HL0467'SET 1 FOOT SOUTHWEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0644 ***********************************************************************
 LK0644  DESIGNATION -  DOG
 LK0644  PID         -  LK0644
 LK0644  STATE/COUNTY-  CO/LOGAN
 LK0644  USGS QUAD   -  WILD HORSE LAKE (1951)
 LK0644
 LK0644                         *CURRENT SURVEY CONTROL
 LK0644  ___________________________________________________________________
 LK0644* NAD 83(1992)-  40 43 54.39973(N)    103 23 45.80941(W)     ADJUSTED  
 LK0644* NAVD 88     -      1338.     (meters)    4390.     (feet)  SCALED    
 LK0644  ___________________________________________________________________
 LK0644  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 LK0644  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 LK0644
 LK0644  HORZ ORDER  -  THIRD
 LK0644
 LK0644.The horizontal coordinates were established by classical geodetic methods
 LK0644.and adjusted by the National Geodetic Survey in August 1997..
 LK0644
 LK0644.The orthometric height was scaled from a topographic map.
 LK0644
 LK0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0644
 LK0644.The geoid height was determined by GEOID03.
 LK0644
 LK0644;                    North         East     Units Scale Factor Converg.
 LK0644;SPC CO N     -   462,183.853 1,092,114.924   MT  0.99999204   +1 21 33.9
 LK0644;SPC CO N     - 1,516,348.19  3,583,047.05   sFT  0.99999204   +1 21 33.9
 LK0644;UTM  13      - 4,510,219.748   635,441.984   MT  0.99982580   +1 02 48.3
 LK0644
 LK0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0644!SPC CO N     -   0.99979325  x   0.99999204  =   0.99978529
 LK0644!UTM  13      -   0.99979325  x   0.99982580  =   0.99961909
 LK0644
 LK0644|---------------------------------------------------------------------|
 LK0644| PID    Reference Object                     Distance      Geod. Az  |
 LK0644|                                                           dddmmss.s |
 LK0644| CP7004 DOG RM 1                             12.329 METERS 13412     |
 LK0644| LK0643 BRITISH AM OIL CO RADIO MAST        APPROX. 4.0 KM 1742705.6 |
 LK0644| CP7005 DOG RM 2                             12.963 METERS 20358     |
 LK0644| LK0640 GRAYLIN                             APPROX. 1.9 KM 3333720.3 |
 LK0644| CP8129 GRAYLIN AZ MK                                      3354440.5 |
 LK0644|---------------------------------------------------------------------|
 LK0644
 LK0644                          SUPERSEDED SURVEY CONTROL
 LK0644
 LK0644  NAD 83(1992)-  40 43 54.39724(N)    103 23 45.81221(W) AD(       ) 3
 LK0644  NAD 83(1986)-  40 43 54.39131(N)    103 23 45.80963(W) AD(       ) 3
 LK0644  NAD 27      -  40 43 54.45020(N)    103 23 44.05570(W) AD(       ) 3
 LK0644
 LK0644.Superseded values are not recommended for survey control.
 LK0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0644.See file dsdata.txt to determine how the superseded data were derived.
 LK0644
 LK0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF3544210220(NAD 83)
 LK0644_MARKER: DS = TRIANGULATION STATION DISK
 LK0644_SETTING: 66 = SET IN ROCK OUTCROP
 LK0644
 LK0644  HISTORY     - Date     Condition        Report By
 LK0644  HISTORY     - 1963     MONUMENTED       CGS
 LK0644
 LK0644                          STATION DESCRIPTION
 LK0644
 LK0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 LK0644'THE STATION IS LOCATED ABOUT 10 MILES WEST AND 7-1/2 MILES
 LK0644'NORTH OF STERLING, IN THE NORTHWEST 1/4 OF SECTION 27 R54W
 LK0644'T9N, ON THE WEST-NORTHWEST END OF A ROCKY BUTTE.
 LK0644'
 LK0644'TO REACH THE STATION FROM THE INTERSECTION OF MAIN AND 4TH
 LK0644'STREETS IN STERLING, GO WEST ON MAIN STREET (STATE ROUTE 14)
 LK0644'FOR 7.5 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A
 LK0644'PAVED ROAD FOR 5.35 MILES TO A T ROAD.  TURN LEFT AND GO WEST
 LK0644'FOR 1.6 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH
 LK0644'FOR 1 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST FOR
 LK0644'1 MILE TO A TRACK ROAD RIGHT.  TURN RIGHT AND FOLLOW THE TRACK
 LK0644'ROAD NORTH FOR 0.5 MILE TO A GATE.  PASS THROUGH THE GATE AND
 LK0644'CONTINUE NORTH FOR 0.45 MILE TO A GATE.  TURN RIGHT AND GO
 LK0644'EAST ALONG THE SOUTH SIDE OF THE FENCE FOR 0.3 MILE TO THE TOP
 LK0644'OF A ROCKY BUTTE AND THE STATION.
 LK0644'
 LK0644'THE STATION MARK IS A STANDARD DISK STAMPED DOG 1963, CEMENTED
 LK0644'IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 65 FEET SOUTH
 LK0644'OF AN EAST-WEST FENCE AND 5.1 FEET SOUTH OF THE WITNESS POST.
 LK0644'
 LK0644'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED DOG NO 1 1963,
 LK0644'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 40.4
 LK0644'FEET SOUTHEAST OF THE WITNESS POST AND ABOUT 2 FEET HIGHER
 LK0644'THAN THE STATION.
 LK0644'
 LK0644'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED DOG NO 2 1963,
 LK0644'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 47.2
 LK0644'FEET SOUTH OF THE WITNESS POST AND ABOUT 1 FOOT LOWER THAN
 LK0644'THE STATION.
 LK0644'
 LK0644'THE AZIMUTH MARK FOR TRIANGULATION STATION GRAYLIN USGS WAS
 LK0644'USED FOR AN AZIMUTH MARK FOR THIS STATION.  SEE DESCRIPTION
 LK0644'THEREOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1188 ***********************************************************************
 LL1188  DESIGNATION -  DOLL
 LL1188  PID         -  LL1188
 LL1188  STATE/COUNTY-  CO/WELD
 LL1188  USGS QUAD   -  KEOTA SE (1972)
 LL1188
 LL1188                         *CURRENT SURVEY CONTROL
 LL1188  ___________________________________________________________________
 LL1188* NAD 83(1992)-  40 37 22.23054(N)    104 00 50.93283(W)     ADJUSTED  
 LL1188* NAVD 88     -      1495.     (meters)    4905.     (feet)  SCALED    
 LL1188  ___________________________________________________________________
 LL1188  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 LL1188  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 LL1188
 LL1188  HORZ ORDER  -  SECOND
 LL1188
 LL1188.The horizontal coordinates were established by classical geodetic methods
 LL1188.and adjusted by the National Geodetic Survey in January 1993..
 LL1188
 LL1188.The orthometric height was scaled from a topographic map.
 LL1188
 LL1188.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1188
 LL1188.The geoid height was determined by GEOID03.
 LL1188
 LL1188;                    North         East     Units Scale Factor Converg.
 LL1188;SPC CO N     -   449,031.875 1,040,115.485   MT  0.99997789   +0 57 36.2
 LL1188;SPC CO N     - 1,473,198.74  3,412,445.55   sFT  0.99997789   +0 57 36.2
 LL1188;UTM  13      - 4,497,357.380   583,383.113   MT  0.99968558   +0 38 30.8
 LL1188
 LL1188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1188!SPC CO N     -   0.99976852  x   0.99997789  =   0.99974642
 LL1188!UTM  13      -   0.99976852  x   0.99968558  =   0.99945417
 LL1188
 LL1188:                Primary Azimuth Mark                     Grid Az
 LL1188:SPC CO N     -  EAST PAWNEE BUTTE                        008 42 46.6
 LL1188:UTM  13      -  EAST PAWNEE BUTTE                        009 01 52.0
 LL1188
 LL1188|---------------------------------------------------------------------|
 LL1188| PID    Reference Object                     Distance      Geod. Az  |
 LL1188|                                                           dddmmss.s |
 LL1188| LK0749 EAST PAWNEE BUTTE                   APPROX.22.6 KM 0094022.8 |
 LL1188| CP7007 DOLL RM 1                            12.327 METERS 08751     |
 LL1188| CP7006 DOLL AZ MK                                         1305128.4 |
 LL1188| CP7008 DOLL RM 2                            10.027 METERS 27216     |
 LL1188|---------------------------------------------------------------------|
 LL1188
 LL1188                          SUPERSEDED SURVEY CONTROL
 LL1188
 LL1188  NAD 83(1986)-  40 37 22.22257(N)    104 00 50.93433(W) AD(       ) 2
 LL1188  NAD 27      -  40 37 22.26250(N)    104 00 49.11070(W) AD(       ) 2
 LL1188
 LL1188.Superseded values are not recommended for survey control.
 LL1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1188.See file dsdata.txt to determine how the superseded data were derived.
 LL1188
 LL1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE8338397357(NAD 83)
 LL1188_MARKER: DS = TRIANGULATION STATION DISK
 LL1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1188_STAMPING: DOLL 1963
 LL1188_MARK LOGO: CGS   
 LL1188_MAGNETIC: N = NO MAGNETIC MATERIAL
 LL1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1188+STABILITY: SURFACE MOTION
 LL1188
 LL1188  HISTORY     - Date     Condition        Report By
 LL1188  HISTORY     - 1963     MONUMENTED       CGS
 LL1188  HISTORY     - 19790703 GOOD             NGS
 LL1188
 LL1188                          STATION DESCRIPTION
 LL1188
 LL1188'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 LL1188'THE STATION IS LOCATED 2 MILES WEST OF BUCKINGHAM, ON A LOW
 LL1188'FLAT RIDGE ON PROPERTY OWNED BY JUDGE DOLL OF FORT MORGAN, COLORADO.
 LL1188'IN THE NE 1/4 OF SECTION 31, T8N R59W.
 LL1188'
 LL1188'TO REACH FROM THE POST OFFICE IN BUCKINGHAM, GO NORTHWEST ON
 LL1188'STATE HIGHWAY 14 FOR 0.8 MILE TO A SIDE ROAD LEFT, TURN LEFT
 LL1188'AND GO SOUTH ON ON A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD.
 LL1188'TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 1.0 MILE TO A
 LL1188'GATE ON THE RIGHT, TURN RIGHT AND PASS THROUGH THE GATE AND GO
 LL1188'NORTH ON A BLADED ROAD FOR 0.6 MILE TO THE AZIMUTH MARK ON THE
 LL1188'RIGHT, CONTINUE NORTH ON THE BLADED ROAD FOR 0.2 MILE TO A GATE
 LL1188'ON THE LEFT, TURN LEFT AND PASS THROUGH THE GATE AND GO WEST
 LL1188'ALONG THE SOUTH SIDE OF A FENCE FOR 0.15 MILE TO THE HIGHEST
 LL1188'POINT AND STATION.
 LL1188'
 LL1188'THE STATION MARK IS A STANDARD DISK STAMPED DOLL 1963, SET IN THE
 LL1188'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING 4-INCHES.
 LL1188'IT IS 10 FEET NORTH OF THE CENTER OF A TRACK ROAD, 7.8 FEET
 LL1188'EAST-SOUTHEAST OF A WITNESS POST AND 3 FEET SOUTH OF A FENCE.
 LL1188'
 LL1188'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DOLL NO 1 1963,
 LL1188'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 LL1188'4-INCHES.  IT IS 46.8 FEET EAST OF THE WITNESS POST, 11 FEET
 LL1188'NORTH OF THE TRACK ROAD AND 1 FOOT SOUTH OF THE FENCE.
 LL1188'
 LL1188'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DOLL NO 2 1963,
 LL1188'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 LL1188'4-INCHES.  IT IS 26.9 FEET WEST OF THE WITNESS POST, 11 FEET
 LL1188'NORTH OF THE CENTER OF THE TRACK ROAD AND 1 FOOT SOUTH OF A
 LL1188'FENCE.
 LL1188'
 LL1188'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DOLL 1963, SET
 LL1188'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 LL1188'4-INCHES.  IT IS 19 FEET EAST OF THE CENTER OF A BLADED ROAD,
 LL1188'3.3 FEET NORTH OF A WITNESS POST, 1.5 FEET WEST OF A POWER
 LL1188'POLE AND 1 FOOT WEST OF A FENCE.
 LL1188
 LL1188                          STATION RECOVERY (1979)
 LL1188
 LL1188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LL1188'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE AND
 LL1188'DIRECTION TO REFERENCE MARKS COMPARED FAVORABLY WITH PREVIOUS DATA.
 LL1188'LAND ON WHICH STATION IS ESTABLISHED IS NOW OWNED BY A MR PAUL
 LL1188'HNIZDIL.  THERE IS NO LONGER A POST OFFICE AT BUCKINGHAM.  STATION IS
 LL1188'REACHED FROM THE TEXACO SERVICE STATION IN NEW RAYMER.  GO WESTERLY ON
 LL1188'STATE HIGHWAY 14 FOR 8 MILES (12.9 KM) TO THE OLD POST OFFICE BUILDING
 LL1188'AT BUCKINGHAM, CONTINUE WEST ON HIGHWAY 14 FOR 0.85 MILE (1.37 KM) TO
 LL1188'COUNTY ROAD 113 ON LEFT.  TURN LEFT AND GO SOUTH ON COUNTY ROAD 113,
 LL1188'GRAVELED ROAD, FOR 1.05 MILES (1.69 KM) TO A CROSSROAD.  TURN RIGHT
 LL1188'AND GO WEST ON GRAVELED ROAD FOR 1.0 MILE (1.6 KM) TO A WIRE GATE ON
 LL1188'RIGHT.  TURN RIGHT, PASS THROUGH GATE AND GO NORTH ALONG WEST SIDE OF
 LL1188'FENCE FOR 0.65 MILE (1.05 KM) TO THE AZIMUTH MARK ON RIGHT, IN FENCE
 LL1188'LINE, CONTINUE AHEAD FOR 0.2 MILE (0.3 KM) TO A GATE.  TURN LEFT AND
 LL1188'GO WEST ALONG SOUTH SIDE OF FENCE FOR 0.2 MILE, (0.3 KM) TOP 10W RISE
 LL1188'AND STATION.
 LL1188' 
 LL1188'STATION IS A STANDARD DISK STAMPED--DOLL 1963--, SET IN TOP OF A
 LL1188'SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES, 12 FEET (3.7 M) NORTH OF
 LL1188'NORTH EDGE OF A CULTIVATED FIELD, 2.8 FEET (0.9 M) SOUTH OF A FENCE
 LL1188'LINE, 2.6 FEET (0.8 M) SOUTH OF A METAL WITNESS POST.
 LL1188' 
 LL1188'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--DOLL NO 1 1963--, SET IN
 LL1188'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 5 INCHES, 1.8 FEET (0.5
 LL1188'M) SOUTH OF THE FENCE.
 LL1188' 
 LL1188'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--DOLL NO 2 1963--, SET IN
 LL1188'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES, 1.3 FEET (0.4
 LL1188'M) SOUTH OF THE FENCE LINE.
 LL1188' 
 LL1188'AZIMUTH MARK IS A STANDARD DISK STAMPED--DOLL 1963--, SET IN TOP OF A
 LL1188'SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES, 2 FEET (0.6 M) NORTH OF
 LL1188'A METAL WITNESS POST, 1.3 FEET (0.4 M) WEST OF A FENCE LINE AND WOOD
 LL1188'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0506 ***********************************************************************
 HM0506  DESIGNATION -  DOLORES
 HM0506  PID         -  HM0506
 HM0506  STATE/COUNTY-  CO/MONTEZUMA
 HM0506  USGS QUAD   -  DOLORES WEST (1965)
 HM0506
 HM0506                         *CURRENT SURVEY CONTROL
 HM0506  ___________________________________________________________________
 HM0506* NAD 83(1992)-  37 28 54.06186(N)    108 30 06.16776(W)     ADJUSTED  
 HM0506* NAVD 88     -      2273.     (meters)    7457.     (feet)  SCALED    
 HM0506  ___________________________________________________________________
 HM0506  LAPLACE CORR-           6.80  (seconds)                    DEFLEC99
 HM0506  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 HM0506
 HM0506  HORZ ORDER  -  FIRST
 HM0506
 HM0506.The horizontal coordinates were established by classical geodetic methods
 HM0506.and adjusted by the National Geodetic Survey in January 1993..
 HM0506
 HM0506.The orthometric height was scaled from a topographic map.
 HM0506
 HM0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 HM0506
 HM0506.The geoid height was determined by GEOID03.
 HM0506
 HM0506;                    North         East     Units Scale Factor Converg.
 HM0506;SPC CO S     -   399,519.391   648,964.371   MT  0.99996421   -1 50 28.3
 HM0506;SPC CO S     - 1,310,756.54  2,129,143.94   sFT  0.99996421   -1 50 28.3
 HM0506;UTM  12      - 4,151,240.874   720,896.008   MT  1.00020108   +1 31 15.0
 HM0506
 HM0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0506!SPC CO S     -   0.99964639  x   0.99996421  =   0.99961061
 HM0506!UTM  12      -   0.99964639  x   1.00020108  =   0.99984740
 HM0506
 HM0506|---------------------------------------------------------------------|
 HM0506| PID    Reference Object                     Distance      Geod. Az  |
 HM0506|                                                           dddmmss.s |
 HM0506| CM6351 DOLORES RM 2                         14.967 METERS 00844     |
 HM0506| HM0497 MENEFEE                             APPROX.28.3 KM 1273022.9 |
 HM0506| CM6350 DOLORES RM 1                         13.309 METERS 26625     |
 HM0506| CM6349 DOLORES AZ MK                                      2883832.4 |
 HM0506|---------------------------------------------------------------------|
 HM0506
 HM0506                          SUPERSEDED SURVEY CONTROL
 HM0506
 HM0506  NAD 83(1986)-  37 28 54.05517(N)    108 30 06.16919(W) AD(       ) 1
 HM0506  NAD 27      -  37 28 54.08100(N)    108 30 03.84100(W) AD(       ) 1
 HM0506
 HM0506.Superseded values are not recommended for survey control.
 HM0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0506.See file dsdata.txt to determine how the superseded data were derived.
 HM0506
 HM0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG2089651241(NAD 83)
 HM0506_MARKER: DS = TRIANGULATION STATION DISK
 HM0506_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 HM0506_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 HM0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0506
 HM0506  HISTORY     - Date     Condition        Report By
 HM0506  HISTORY     - 1936     MONUMENTED       CGS
 HM0506  HISTORY     - 1954     GOOD             WESGEO
 HM0506  HISTORY     - 1965     GOOD             USGS
 HM0506  HISTORY     - 1967     GOOD             CGS
 HM0506
 HM0506                          STATION DESCRIPTION
 HM0506
 HM0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 HM0506'STATION IS LOCATED 1 MILE NNW OF DOLORES, 10-1/2 MILES NNE OF
 HM0506'CORTEZ (AIR LINE DISTANCES) IN T 15 W, R 37 N.  ON A FLAT-TOPPED
 HM0506'MESA 50 YARDS N OF THE S RIM AND 1/4 MILE W OF THE E EDGE OF
 HM0506'THE MESA, WHICH IS APPROXIMATELY 1000 FEET HIGHER THAN THE TOWN
 HM0506'OF DOLORES.
 HM0506'
 HM0506'ALL MARKS ARE STANDARD TABLETS SET IN CONCRETE IN 4-INCH SOIL
 HM0506'PIPES.
 HM0506'
 HM0506'AZIMUTH IS 120 YARDS WNW ON S END OF SMALL RIDGE.
 HM0506'
 HM0506'REACHED FROM THE POST OFFICE IN DOLORES AS FOLLOWS--GO E ON
 HM0506'STATE HIGHWAYS 145 AND 147 FOR 0.7 MILE AND TAKE LEFT FORK,
 HM0506'HIGHWAY 147, GO 1.6 MILES TO A GATE ON LEFT SIDE OF ROAD AND
 HM0506'TURN LEFT (W) THROUGH GATE, GO 0.25 MILE AND TAKE LEFT FORK,
 HM0506'GO 0.05 MILE AND TAKE RIGHT FORK, GO 0.2 MILE AND TAKE LEFT
 HM0506'FORK WHICH RUNS S AND PARALLELS WIRE FENCE, GO 0.3 MILE TO A
 HM0506'FENCE CORNER AND TURN RIGHT SW THROUGH FENCES, GO 0.4 MILE TO
 HM0506'TOP OF KNOLL, TURN LEFT LEAVING ROAD AND GO 0.25 MILE TO FOOT
 HM0506'OF MESA AND END OF TRUCK TRAVEL.  FROM HERE CLIMB UPHILL SSW
 HM0506'ABOUT 1/4 MILE TO TOP OF MESA AS STATION AS DESCRIBED ABOVE.
 HM0506
 HM0506                          STATION RECOVERY (1954)
 HM0506
 HM0506'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1954 (JH)
 HM0506'STATION RECOVERED IN GOOD CONDITION.
 HM0506
 HM0506                          STATION RECOVERY (1965)
 HM0506
 HM0506'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HM0506'STATION RECOVERED.  REVISED DESCRIPTION--POST OFFICE IN DOLORES,
 HM0506'0.4 MILE E. ALONG HWY 145 THENCE 1.7 MI. NORTH ALONG THE
 HM0506'DOLORES-NORWOOD ROAD 2526 TO TRACK ROAD WEST.  TURN LEFT (WEST)
 HM0506'THRU GATE AND FOLLOW MAIN TRAVELED ROAD 0.85 MILES TO FENCE.
 HM0506'CONTINUE 0.8 MI. SW ON ROAD TO POINT IN SADDLE BETWEEN TWO LOW
 HM0506'HILLS.  PACK FROM THIS POINT SE UP HILL AND STATION AS
 HM0506'PREVIOUSLY DESCRIBED.  STATION MARK IS ALSO ABOUT 150 FEET NW OF
 HM0506'A WIRE FENCE THAT CROSSES THE TOP OF THE HILL.  IT IS ON
 HM0506'LAND OWNED BY MR. W.R. VEACH IN CORTEZ, COLORADO.
 HM0506'
 HM0506'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NNW
 HM0506'OF DOLORES
 HM0506
 HM0506                          STATION RECOVERY (1967)
 HM0506
 HM0506'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (EP)
 HM0506'STATION MARK, AZIMUTH MARK AND REFERENCE MARKS RECOVERED IN GOOD
 HM0506'CONDITION AS DESCRIBED.  THE DESCRIPTION IS ADEQUATE FOR THE AREA
 HM0506'CONCERNED.
 HM0506'
 HM0506'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MILE NORTH
 HM0506'OF DOLORES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0675 ***********************************************************************
 KL0675  DESIGNATION -  DOME MTN
 KL0675  PID         -  KL0675
 KL0675  STATE/COUNTY-  CO/GARFIELD
 KL0675  USGS QUAD   -  DOME PEAK (1977)
 KL0675
 KL0675                         *CURRENT SURVEY CONTROL
 KL0675  ___________________________________________________________________
 KL0675* NAD 83(1992)-  39 59 35.30882(N)    107 03 12.94203(W)     ADJUSTED  
 KL0675* NAVD 88     -      3725.9    (meters)   12224.     (feet)  VERTCON   
 KL0675  ___________________________________________________________________
 KL0675  LAPLACE CORR-          -8.03  (seconds)                    DEFLEC99
 KL0675  GEOID HEIGHT-         -12.50  (meters)                     GEOID03
 KL0675
 KL0675  HORZ ORDER  -  FIRST
 KL0675
 KL0675.The horizontal coordinates were established by classical geodetic methods
 KL0675.and adjusted by the National Geodetic Survey in January 1993..
 KL0675
 KL0675.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0675
 KL0675.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0675
 KL0675.The geoid height was determined by GEOID03.
 KL0675
 KL0675;                    North         East     Units Scale Factor Converg.
 KL0675;SPC CO C     -   545,703.786   781,719.969   MT  1.00005717   -0 58 47.4
 KL0675;SPC CO C     - 1,790,363.17  2,564,692.93   sFT  1.00005717   -0 58 47.4
 KL0675;SPC CO N     -   379,221.172   781,732.266   MT  0.99996690   -1 00 13.8
 KL0675;SPC CO N     - 1,244,161.46  2,564,733.28   sFT  0.99996690   -1 00 13.8
 KL0675;UTM  13      - 4,429,015.722   324,681.603   MT  0.99997840   -1 19 12.6
 KL0675
 KL0675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0675!SPC CO C     -   0.99941779  x   1.00005717  =   0.99947492
 KL0675!SPC CO N     -   0.99941779  x   0.99996690  =   0.99938471
 KL0675!UTM  13      -   0.99941779  x   0.99997840  =   0.99939620
 KL0675
 KL0675:                Primary Azimuth Mark                     Grid Az
 KL0675:SPC CO C     -  EGERIA RESET                             048 03 33.2
 KL0675:SPC CO N     -  EGERIA RESET                             048 04 59.6
 KL0675:UTM  13      -  EGERIA RESET                             048 23 58.4
 KL0675
 KL0675|---------------------------------------------------------------------|
 KL0675| PID    Reference Object                     Distance      Geod. Az  |
 KL0675|                                                           dddmmss.s |
 KL0675| LM0606 EGERIA RESET                        APPROX.13.5 KM 0470445.8 |
 KL0675| CM6352 DOME MTN RM 1                         6.490 METERS 10705     |
 KL0675| CM6353 DOME MTN RM 2                        12.091 METERS 22344     |
 KL0675|---------------------------------------------------------------------|
 KL0675
 KL0675                          SUPERSEDED SURVEY CONTROL
 KL0675
 KL0675  NAD 83(1986)-  39 59 35.30867(N)    107 03 12.93980(W) AD(       ) 1
 KL0675  NAD 27      -  39 59 35.35800(N)    107 03 10.75800(W) AD(       ) 1
 KL0675  NGVD 29 (07/19/86) 3724.2    (m)        12218.     (f) VERT ANG       
 KL0675
 KL0675.Superseded values are not recommended for survey control.
 KL0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0675.See file dsdata.txt to determine how the superseded data were derived.
 KL0675
 KL0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCE2468229016(NAD 83)
 KL0675_MARKER: DS = TRIANGULATION STATION DISK
 KL0675_SETTING: 80 = SET IN A BOULDER
 KL0675_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KL0675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0675
 KL0675  HISTORY     - Date     Condition        Report By
 KL0675  HISTORY     - 1953     MONUMENTED       CGS
 KL0675  HISTORY     - 1971     GOOD             USFS
 KL0675
 KL0675                          STATION DESCRIPTION
 KL0675
 KL0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KL0675'THE STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF BURNS AND
 KL0675'ABOUT 14 MILES SOUTHWEST OF YAMPA ON THE SUMMIT AND NEAR
 KL0675'THE SOUTHEAST END OF DOME MOUNTAIN, 6 FEET WEST OF THE EAST
 KL0675'EDGE OF SUMMIT.  IT IS STAMPED DOME MTN 1953.
 KL0675'
 KL0675'REFERENCE MARK NO. 1 IS ABOUT 2 FEET LOWER IN ELEVATION THAN
 KL0675'THE STATION AND IS STAMPED DOME MTN NO 1 1953.
 KL0675'
 KL0675'REFERENCE MARK NO. 2 IS ABOUT 3 FEET LOWER IN ELEVATION
 KL0675'THAN THE STATION AND IS STAMPED DOME MTN NO 2 1953.
 KL0675'
 KL0675'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 52.96 FEET.
 KL0675'
 KL0675'TRIANGULATION STATION EGERIA WAS USED FOR AN AZIMUTH MARK.
 KL0675'
 KL0675'TO REACH THE STATION FROM THE POST OFFICE IN BURNS, GO SOUTHWEST
 KL0675'FOR 0.45 MILE TO A FORK JUST AFTER CROSSING CREEK, TAKE RIGHT FORK
 KL0675'AND GO WEST FOR 0.55 MILE TO A FORK, TAKE LEFT FORK STRAIGHT
 KL0675'AHEAD FOR 0.15 MILE TO ANOTHER FORK.  TAKE RIGHT FORK AND GO UP
 KL0675'HILL ON COUNTY ROUTE 3 FOR 2.5 MILES TO A CATTLE GUARD, CONTINUE
 KL0675'STRAIGHT AHEAD NORTHWESTERLY FOR 2.8 MILES TO A FORK, TAKE LEFT
 KL0675'FORK AND GO WESTERLY FOR 2.4 MILERS TO A SCHOOLHOUSE ON THE
 KL0675'RIGHT.  CONTINUE WESTERLY FOR 0.45 MILE TO A WIRE GATE, PASS
 KL0675'THROUGH GATE AND GO NORTHWEST AND WEST FOR 0.35 MILE TO ANOTHER
 KL0675'WIRE GATE, PASS THROUGH GATE AND CONTINUE WEST FOR 0.1 MILE
 KL0675'TO A HOUSE ON LEFT AND LARGE WOODEN GATE ON RIGHT, TURN RIGHT
 KL0675'THROUGH GATE AND GO NORTH FOR 0.25 MILE TO A RANCH HOUSE, TURN LEFT
 KL0675'AND GO WEST FOR ABOUT 100 YARDS TO A WOODEN GATE IN THE WEST
 KL0675'EDGE OF YARD.  PASS THROUGH GATE AND CONTINUE WEST ON
 KL0675'TRACK ROAD FOR 0.15 MILE TO A FORK, TAKE RIGHT FORK AND
 KL0675'CONTINUE WEST ON MAIN TRAVELED ROAD FOR 1.1 MILES TO A FORK JUST
 KL0675'AFTER PASSING THROUGH WIRE GATE, TAKE LEFT FORK AND CONTINUE
 KL0675'WESTERLY FOR 3.3 MILES TO A T INTERSECTION AT A POLE CORRAL.
 KL0675'TURN RIGHT AND GO NORTH FOR 0.2 MILE TO A FORK, TAKE
 KL0675'RIGHT FORK AND CONTINUE NORTH FOR 1.4 MILES TO A WIRE
 KL0675'GATE JUST BEFORE REACHING A LOG CABIN, PASS THROUGH GATE AND
 KL0675'CONTINUE NORTHERLY FOR 2.2 MILES TO A SIGN ISLAND LAKE 6
 KL0675'BEAR RIVER GUARD STATION 10, CONTINUE NORTH AND NORTHWEST ON
 KL0675'MAIN TRAVELED ROAD FOR 2.3 MILES TO A FORK IN A MEADOW.
 KL0675'TAKE LEFT FORK ACROSS MEADOW FOR 0.8 MILE TO ANOTHER FORK,
 KL0675'TAKE LEFT FORK FOR 0.1 MILE TO A DIM FORK, FROM THIS POINT
 KL0675'LEAVE TRACK ROAD AND GO NORTHEASTERLY UP DRAW FOR ABOUT 0.9
 KL0675'MILE TO THE TOP OF RIDGE, TURN RIGHT AND GO SOUTH AND SOUTHEAST
 KL0675'ALONG TOP OF RIDGE FOR ABOUT 4.0 MILES TO THE SOUTHEAST
 KL0675'END OF RIDGE AND STATION AS DESCRIBED.
 KL0675'
 KL0675'A 4 WHEEL DRIVE VEHICLE WILL BE NEEDED TO REACH STATION.
 KL0675
 KL0675                          STATION RECOVERY (1971)
 KL0675
 KL0675'RECOVERY NOTE BY US FOREST SERVICE 1971
 KL0675'NO TEXT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3559 ***********************************************************************
 AI3559  DESIGNATION -  DOMENICO
 AI3559  PID         -  AI3559
 AI3559  STATE/COUNTY-  CO/BOULDER
 AI3559  USGS QUAD   -  ERIE (1967)
 AI3559
 AI3559                         *CURRENT SURVEY CONTROL
 AI3559  ___________________________________________________________________
 AI3559* NAD 83(1992)-  40 03 15.05701(N)    105 06 10.47627(W)     ADJUSTED  
 AI3559* NAVD 88     -      1531.2    (meters)    5024.     (feet)  GPS OBS   
 AI3559  ___________________________________________________________________
 AI3559  X           -  -1,274,106.168 (meters)                     COMP
 AI3559  Y           -  -4,721,093.985 (meters)                     COMP
 AI3559  Z           -   4,083,566.886 (meters)                     COMP
 AI3559  LAPLACE CORR-         -11.89  (seconds)                    DEFLEC99
 AI3559  ELLIP HEIGHT-        1514.34  (meters)          (12/03/02) GPS OBS
 AI3559  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 AI3559
 AI3559  HORZ ORDER  -  FIRST
 AI3559  ELLP ORDER  -  FOURTH    CLASS II
 AI3559
 AI3559.The horizontal coordinates were established by GPS observations
 AI3559.and adjusted by the National Geodetic Survey in February 2000..
 AI3559
 AI3559.The orthometric height was determined by GPS observations and a
 AI3559.high-resolution geoid model.
 AI3559
 AI3559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3559
 AI3559.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3559
 AI3559.The ellipsoidal height was determined by GPS observations
 AI3559.and is referenced to NAD 83.
 AI3559
 AI3559.The geoid height was determined by GEOID03.
 AI3559
 AI3559;                    North         East     Units Scale Factor Converg.
 AI3559;SPC CO N     -   384,912.280   948,282.676   MT  0.99996270   +0 15 23.7
 AI3559;SPC CO N     - 1,262,833.04  3,111,157.41   sFT  0.99996270   +0 15 23.7
 AI3559;UTM  13      - 4,433,776.047   491,222.573   MT  0.99960095   -0 03 58.4
 AI3559
 AI3559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3559!SPC CO N     -   0.99976249  x   0.99996270  =   0.99972520
 AI3559!UTM  13      -   0.99976249  x   0.99960095  =   0.99936354
 AI3559
 AI3559                          SUPERSEDED SURVEY CONTROL
 AI3559
 AI3559  ELLIP H (02/17/00) 1514.36   (m)                       GP(       ) 4 2
 AI3559
 AI3559.Superseded values are not recommended for survey control.
 AI3559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3559.See file dsdata.txt to determine how the superseded data were derived.
 AI3559
 AI3559_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE9122333776(NAD 83)
 AI3559_MARKER: DH = HORIZONTAL CONTROL DISK
 AI3559_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI3559_SP_SET: BOX CULVERT
 AI3559_STAMPING: DOMENICO 1999
 AI3559_MARK LOGO: NGS   
 AI3559_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3559+STABILITY: SURFACE MOTION
 AI3559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3559+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3559
 AI3559  HISTORY     - Date     Condition        Report By
 AI3559  HISTORY     - 1999     MONUMENTED       NGS
 AI3559
 AI3559                          STATION DESCRIPTION
 AI3559
 AI3559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI3559'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) EAST-NORTHEAST OF
 AI3559'BOULDER, 7.5 MI (12.1 KM) SOUTH OF LONGMONT AND 4 MI (6.4 KM) NORTH OF
 AI3559'LAFAYETTE, IN THE NORTHWEST 1/4 OF SECTION 15, T 1 N, R 69 W, AT U.
 AI3559'S.  HIGHWAY 287 MILEPOST 308.1.  OWNERSHIP--COLORADO DEPT.  OF
 AI3559'TRANSPORTATION RIGHT-OF-WAY
 AI3559'TO REACH THE STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY 287 AND
 AI3559'STATE HIGHWAY 7 (ARAPAHOE ROAD) JUST NORTH OF LAFAYETTE, GO NORTH ON
 AI3559'U.  S.  HIGHWAY 287 FOR 2.65 MI (4.26 KM) TO GOOSE HAVEN DRIVE ON THE
 AI3559'LEFT AND THE STATION ON THE LEFT AT THE PARK AND RIDE
 AI3559'THE MARK IS A DISK SET INTO A DRILL HOLE ON THE TOP OF THE NORTH END
 AI3559'OF A 3.7 M (12.1 FT) LONG CONCRETE HEADWALL.  IT IS 29.4 M (96.5 FT)
 AI3559'SOUTH-SOUTHEAST FROM THE CENTERLINE OF GOOSE HAVEN DRIVE, 27.0 M (88.6
 AI3559'FT) NORTH FROM A POWER POLE NUMBER 316/741 WITH TWO STREET LIGHTS ON
 AI3559'THE POLE, 19.7 M (64.6 FT) SOUTH-SOUTHEAST FROM A POWER POLE NUMBER
 AI3559'32-5559, 19.6 M (64.3 FT) EAST-NORTHEAST FROM THE CENTER OF THE ROAD
 AI3559'TO THE PARK AND RIDE, 12.75 M (41.83 FT) WEST-SOUTHWEST FROM THE
 AI3559'CENTERLINE OF THE SOUTHBOUND LANES OF U.  S.  HIGHWAY 287 AND 0.6 M
 AI3559'(2.0 FT) EAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5217 ***********************************************************************
 AA5217  DESIGNATION -  DOODY
 AA5217  PID         -  AA5217
 AA5217  STATE/COUNTY-  CO/LINCOLN
 AA5217  USGS QUAD   -  GENOA EAST (1979)
 AA5217
 AA5217                         *CURRENT SURVEY CONTROL
 AA5217  ___________________________________________________________________
 AA5217* NAD 83(1992)-  39 16 44.38627(N)    103 26 05.29658(W)     ADJUSTED  
 AA5217* NAVD 88     -      1678.1    (meters)    5506.     (feet)  GPS OBS   
 AA5217  ___________________________________________________________________
 AA5217  X           -  -1,148,929.120 (meters)                     COMP
 AA5217  Y           -  -4,809,737.720 (meters)                     COMP
 AA5217  Z           -   4,017,390.005 (meters)                     COMP
 AA5217  LAPLACE CORR-          -5.31  (seconds)                    DEFLEC99
 AA5217  ELLIP HEIGHT-        1657.72  (meters)          (12/03/02) GPS OBS
 AA5217  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 AA5217
 AA5217  HORZ ORDER  -  FIRST
 AA5217  ELLP ORDER  -  FOURTH    CLASS II
 AA5217
 AA5217.The horizontal coordinates were established by GPS observations
 AA5217.and adjusted by the National Geodetic Survey in March 1995..
 AA5217
 AA5217.The orthometric height was determined by GPS observations and a
 AA5217.high-resolution geoid model.
 AA5217
 AA5217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5217
 AA5217.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5217
 AA5217.The ellipsoidal height was determined by GPS observations
 AA5217.and is referenced to NAD 83.
 AA5217
 AA5217.The geoid height was determined by GEOID03.
 AA5217
 AA5217;                    North         East     Units Scale Factor Converg.
 AA5217;SPC CO C     -   467,305.736 1,092,571.668   MT  0.99994072   +1 18 09.0
 AA5217;SPC CO C     - 1,533,152.24  3,584,545.55   sFT  0.99994072   +1 18 09.0
 AA5217;UTM  13      - 4,348,905.416   635,002.510   MT  0.99982441   +0 59 27.9
 AA5217
 AA5217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5217!SPC CO C     -   0.99973999  x   0.99994072  =   0.99968072
 AA5217!UTM  13      -   0.99973999  x   0.99982441  =   0.99956444
 AA5217
 AA5217                          SUPERSEDED SURVEY CONTROL
 AA5217
 AA5217  ELLIP H (03/31/95) 1657.73   (m)                       GP(       ) 3 2
 AA5217
 AA5217.Superseded values are not recommended for survey control.
 AA5217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5217.See file dsdata.txt to determine how the superseded data were derived.
 AA5217
 AA5217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD3500348905(NAD 83)
 AA5217_MARKER: I = METAL ROD
 AA5217_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA5217_STAMPING: DOODY 1992
 AA5217_MARK LOGO: NGS   
 AA5217_PROJECTION: FLUSH
 AA5217_MAGNETIC: I = MARKER IS A STEEL ROD
 AA5217_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA5217+STABILITY: POSITION/ELEVATION WELL
 AA5217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5217+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA5217_ROD/PIPE-DEPTH: 7.3  meters
 AA5217_SLEEVE-DEPTH  : .91 meters
 AA5217
 AA5217  HISTORY     - Date     Condition        Report By
 AA5217  HISTORY     - 1992     MONUMENTED       NGS
 AA5217
 AA5217                          STATION DESCRIPTION
 AA5217
 AA5217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RSC)
 AA5217'THE STATION IS LOCATED ABOUT 13.5 MI (21.7 KM) EAST OF LIMON ALONG
 AA5217'INTERSTATE 70, IN THE SOUTHWEST 1/4 OF SECTION 10, T 9 S, R 54 W, AT
 AA5217'INTERSTATE 70 MILEPOST 374.5. OWNERSHIP--COLORADO DEPARTMENT OF
 AA5217'TRANSPORTATION.
 AA5217' 
 AA5217'TO REACH THE STATION FROM THE EAST JUNCTION OF U.S. HIGHWAYS 24, 40,
 AA5217'287, AND INTERSTATE 70, GO EAST ON INTERSTATE 70 FOR 8.5 MI (13.7 KM)
 AA5217'TO EXIT 371, PROCEED EAST ON THE SOUTH FRONTAGE ROAD FOR 3 MI (4.8 KM)
 AA5217'TO COUNTY RD 34, TURN LEFT ONTO COUNTY RD 34 ACROSS THE BRIDGE OVER
 AA5217'INTERSTATE 7O THE STATION ON THE RIGHT. THE STATION IS LOCATED AT THE
 AA5217'NORTHEAST CORNER OF STRUCTURE G-23-AF.
 AA5217' 
 AA5217'THE STATION IS A PUNCH MARK IN THE TOP CENTER OF A STEEL ROD IN A PVC
 AA5217'PIPE WITH A LOGO CAP SET IN A ROUND CONCRETE SLEEVE SET FLUSH WITH THE
 AA5217'GROUND.  IT IS 228.6 FT (69.7 M) NORTH OF THE SOLID WHITE LANE LINE
 AA5217'ALONG THE WEST BOUND LANES OF INTERSTATE 70, 89.3 FT (27.2 M) NORTH OF
 AA5217'THE NORTH RAIL OF THE CHICAGO, ROCK ISLAND, AND CHICAGO RAILROAD
 AA5217'TRACKS, 23.3 FT (7.1 M) EAST OF THE CENTERLINE OF COUNTY RD 34, 5.4 FT
 AA5217'(1.6 M) EAST OF A METAL GUARD RAIL, 2.6 FT (0.8 M) SOUTH OF A
 AA5217'FIBERGLASS WITNESS POST, 2.7 FT (0.8 M) NORTH OF A FIBERGLASS WITNESS
 AA5217'POST, AND 155.6 FT (47.4 M) WEST-NORTHWEST OF CHICAGO, ROCK ISLAND,
 AA5217'AND CHICAGO RAILROAD MILE MARKER 517.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1573 ***********************************************************************
 KK1573  DESIGNATION -  DORIS
 KK1573  PID         -  KK1573
 KK1573  STATE/COUNTY-  CO/ARAPAHOE
 KK1573  USGS QUAD   -  PEORIA (1978)
 KK1573
 KK1573                         *CURRENT SURVEY CONTROL
 KK1573  ___________________________________________________________________
 KK1573* NAD 83(1992)-  39 40 02.34963(N)    104 02 05.75534(W)     ADJUSTED  
 KK1573* NAVD 88     -      1616.     (meters)    5302.     (feet)  SCALED    
 KK1573  ___________________________________________________________________
 KK1573  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 KK1573  GEOID HEIGHT-         -18.87  (meters)                     GEOID03
 KK1573
 KK1573  HORZ ORDER  -  FIRST
 KK1573
 KK1573.The horizontal coordinates were established by classical geodetic methods
 KK1573.and adjusted by the National Geodetic Survey in January 1993..
 KK1573
 KK1573.The orthometric height was scaled from a topographic map.
 KK1573
 KK1573.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1573
 KK1573.The geoid height was determined by GEOID03.
 KK1573
 KK1573;                    North         East     Units Scale Factor Converg.
 KK1573;SPC CO C     -   509,405.756 1,040,107.277   MT  0.99998469   +0 55 26.4
 KK1573;SPC CO C     - 1,671,275.38  3,412,418.62   sFT  0.99998469   +0 55 26.4
 KK1573;UTM  13      - 4,391,279.005   582,777.022   MT  0.99968436   +0 36 57.8
 KK1573
 KK1573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1573!SPC CO C     -   0.99974953  x   0.99998469  =   0.99973422
 KK1573!UTM  13      -   0.99974953  x   0.99968436  =   0.99943397
 KK1573
 KK1573|---------------------------------------------------------------------|
 KK1573| PID    Reference Object                     Distance      Geod. Az  |
 KK1573|                                                           dddmmss.s |
 KK1573| KK0093 DEER                                389.086 METERS 09324     |
 KK1573| CP7009 DORIS RM 1                           12.671 METERS 09416     |
 KK1573| KK1574 TRAIL                               APPROX. 1.1 KM 3285013.7 |
 KK1573| CP7010 DORIS RM 2                           12.495 METERS 35243     |
 KK1573|---------------------------------------------------------------------|
 KK1573
 KK1573                          SUPERSEDED SURVEY CONTROL
 KK1573
 KK1573  NAD 83(1986)-  39 40 02.34303(N)    104 02 05.75277(W) AD(       ) 1
 KK1573  NAD 27      -  39 40 02.42290(N)    104 02 03.89751(W) AD(       ) 1
 KK1573
 KK1573.Superseded values are not recommended for survey control.
 KK1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1573.See file dsdata.txt to determine how the superseded data were derived.
 KK1573
 KK1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED8277791279(NAD 83)
 KK1573_MARKER: DS = TRIANGULATION STATION DISK
 KK1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1573
 KK1573  HISTORY     - Date     Condition        Report By
 KK1573  HISTORY     - 1961     MONUMENTED       CGS
 KK1573
 KK1573                          STATION DESCRIPTION
 KK1573
 KK1573'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KK1573'THE STATION IS ABOUT 3 1/2 MILES NORTH AND ABOUT 3/4 MILE EAST OF DEER
 KK1573'TRAIL, IN TOWNSHIP 5 S., RANGE 59 W., SE 1/4 OF SECTION 30.
 KK1573'
 KK1573'TO REACH THE STATION FROM THE POST OFFICE IN DEER TRAIL, GO NORTHWEST
 KK1573'ON US HIGHWAY 40 AND 287 FOR 0.4 MILE, TURN RIGHT OFF THE HIGHWAY ON
 KK1573'TO NINTH STREET AND GO NORTHEAST AND NORTH ON THE PAVED ROAD FOR 3.6
 KK1573'MILES, TAKE THE SIDE ROAD, RIGHT AND GO EAST FOR 0.35 MILE TO A
 KK1573'WITNESS SIGN MARKER ON THE RIGHT, SOUTH SIDE AND THE STATION.
 KK1573'
 KK1573'THE STATION IS A STANDARD DISK STAMPED DORIS 1961 SET IN TOP OF A 12
 KK1573'INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 2 INCHES ABOVE
 KK1573'THE GROUND.  IT IS 94 FEET SOUTH OF THE CENTER OF THE ROAD, 7
 KK1573'FEET SOUTHEAST OF A TELEPHONE POLE, 6 FEET NORTH OF A FENCE LINE AND
 KK1573'6 FEET SOUTHWEST OF A METAL WITNESS MARKER.
 KK1573'
 KK1573'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED DORIS NO 1 1961
 KK1573'SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 KK1573'INCHES ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE
 KK1573'STATION.  IT IS 96 FEET SOUTH OF THE CENTER OF THE ROAD AND 2 1/2
 KK1573'FEET NORTH OF THE FENCE LINE.
 KK1573'
 KK1573'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED DORIS NO 2 1961
 KK1573'SET IN TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 KK1573'3 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE
 KK1573'STATION.  IT IS 53 FEET SOUTH OF THE CENTER OF THE ROAD.
 KK1573'
 KK1573'STATION TRAIL 1960 CAN BE USED AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1386 ***********************************************************************
 LL1386  DESIGNATION -  DORN
 LL1386  PID         -  LL1386
 LL1386  STATE/COUNTY-  CO/LARIMER
 LL1386  USGS QUAD   -  CHAMBERS LAKE (1977)
 LL1386
 LL1386                         *CURRENT SURVEY CONTROL
 LL1386  ___________________________________________________________________
 LL1386* NAD 83(1992)-  40 36 37.40750(N)    105 50 43.56959(W)     ADJUSTED  
 LL1386* NAVD 88     -      2886.7    (meters)    9471.     (feet)  VERTCON   
 LL1386  ___________________________________________________________________
 LL1386  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 LL1386  GEOID HEIGHT-         -11.18  (meters)                     GEOID03
 LL1386
 LL1386  HORZ ORDER  -  THIRD
 LL1386
 LL1386.The horizontal coordinates were established by classical geodetic methods
 LL1386.and adjusted by the National Geodetic Survey in January 1993..
 LL1386
 LL1386.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1386
 LL1386.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1386
 LL1386.The geoid height was determined by GEOID03.
 LL1386
 LL1386;                    North         East     Units Scale Factor Converg.
 LL1386;SPC CO N     -   446,652.958   885,168.805   MT  0.99997651   -0 13 23.5
 LL1386;SPC CO N     - 1,465,393.91  2,904,091.32   sFT  0.99997651   -0 13 23.5
 LL1386;UTM  13      - 4,495,851.704   428,480.104   MT  0.99966296   -0 33 01.2
 LL1386
 LL1386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1386!SPC CO N     -   0.99954912  x   0.99997651  =   0.99952564
 LL1386!UTM  13      -   0.99954912  x   0.99966296  =   0.99921224
 LL1386
 LL1386|---------------------------------------------------------------------|
 LL1386| PID    Reference Object                     Distance      Geod. Az  |
 LL1386|                                                           dddmmss.s |
 LL1386| CP7015 DORN RM 1                             5.373 METERS 02630     |
 LL1386| LL1387 P 53                                  5.174 METERS 12501     |
 LL1386| CP7014 DORN AZ MK                                         2920322.3 |
 LL1386|---------------------------------------------------------------------|
 LL1386
 LL1386                          SUPERSEDED SURVEY CONTROL
 LL1386
 LL1386  NAD 83(1986)-  40 36 37.40222(N)    105 50 43.56550(W) AD(       ) 3
 LL1386  NAD 27      -  40 36 37.47200(N)    105 50 41.52100(W) AD(       ) 3
 LL1386  NGVD 29 (07/19/86) 2885.3    (m)         9466.     (f) VERT ANG       
 LL1386
 LL1386.Superseded values are not recommended for survey control.
 LL1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1386.See file dsdata.txt to determine how the superseded data were derived.
 LL1386
 LL1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE2848095852(NAD 83)
 LL1386_MARKER: DS = TRIANGULATION STATION DISK
 LL1386_SETTING: 80 = SET IN A BOULDER
 LL1386_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LL1386
 LL1386  HISTORY     - Date     Condition        Report By
 LL1386  HISTORY     - 1949     MONUMENTED       CGS
 LL1386
 LL1386                          STATION DESCRIPTION
 LL1386
 LL1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LL1386'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LOW TIMBERED
 LL1386'HILL ABOUT 1.0 MILE AIR LINE WEST OF STATE HIGHWAY 14 AND ABOUT
 LL1386'0.5 MILE AIR LINE NORTH OF CHAMBERS LAKE.  THE HILL IS THE
 LL1386'HIGHEST POINT IN THE VICINITY.  THE STATION MARK PROJECTS
 LL1386'6 INCHES AND IS STAMPED, DORN 1949.
 LL1386'
 LL1386'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 INCHES HIGHER THAN
 LL1386'THE STATION, PROJECTS 8 INCHES AND IS STAMPED, DORN NO 1 1949.
 LL1386'
 LL1386'REFERENCE MARK IS A U.S. FOREST SERVICE BRONZE DISK SET IN
 LL1386'A BOULDER PROJECTING 2 INCHES, APPROXIMATELY 6 INCHES LOWER
 LL1386'THAN THE STATION AND IS STAMPED, RAS P 53 37.
 LL1386'
 LL1386'THE AZIMUTH MARK IS SET ON THE WESTERN EDGE OF A LARGE LAKE,
 LL1386'20 FEET NORTHEAST OF A WHITE WITNESS POST, PROJECTS 4-1/2
 LL1386'FEET AND IS STAMPED, DORN 1949.
 LL1386'
 LL1386'TO REACH THE STATION FROM THE POST OFFICE IN WALDEN, GO EAST
 LL1386'ON THE FIRST STREET SOUTH OF THE POST OFFICE FOR 0.35 MILE
 LL1386'TO A T-INTERSECTION ON THE RIGHT.  TURN RIGHT ON A GRAVELED
 LL1386'ROAD, STATE HIGHWAY 14, AND FOLLOW IT FOR 21.0 MILES TO THE
 LL1386'GOULD POST OFFICE.  CONTINUE ON STATE HIGHWAY 14 FOR 9.85
 LL1386'MILES TO THE SUMMIT OF CAMERON PASS.  CONTINUE EASTERLY ON
 LL1386'STATE HIGHWAY 14 FOR 8.5 MILES TO A SIDE ROAD LEFT AND SIGN,
 LL1386'FORT COLLINS 61 GLENDEVEY 13.  TURN LEFT AND FOLLOW THE
 LL1386'MAIN ROAD FOR 1.4 MILES TO A TRIANGLE BLAZE ON THE RIGHT AND
 LL1386'A DIM TRACK ROAD RIGHT (TO REACH THE AZIMUTH MARK FROM HERE,
 LL1386'CONTINUE ON THE MAIN ROAD FOR 0.1 MILE TO A DIM FORK AND
 LL1386'SIGN, GREEN RIDGE TRAIL.  TURN RIGHT ON THE DIM ROAD FOR
 LL1386'0.05 TO TWO TRIANGLE BLAZES ON TWO PINE TREES ON EITHER SIDE
 LL1386'OF THE ROAD.  PACK EAST ALONG A BLAZED TRAIL FOR ABOUT 100
 LL1386'YARDS TO THE LAKE AND MARK AS DESCRIBED ABOVE).  TURN RIGHT
 LL1386'ON THE TRACK ROAD THAT CROSSES ON AN OLD DAM AND FOLLOW
 LL1386'IT UPHILL FOR 0.3 MILE TO A TRIANGLE BLAZE ON A PINE TREE
 LL1386'AND END OF TRUCK TRAVEL.  FROM HERE PACK NORTHERLY ABOUT 150
 LL1386'YARDS TO THE TOP OF THE HILL AND STATION AS DESCRIBED
 LL1386'ABOVE.  A 5 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0454 ***********************************************************************
 LK0454  DESIGNATION -  DORSEY
 LK0454  PID         -  LK0454
 LK0454  STATE/COUNTY-  CO/LOGAN
 LK0454  USGS QUAD   -  JULESBURG RESERVOIR (1953)
 LK0454
 LK0454                         *CURRENT SURVEY CONTROL
 LK0454  ___________________________________________________________________
 LK0454* NAD 83(1992)-  40 53 57.87249(N)    102 39 07.51832(W)     ADJUSTED  
 LK0454* NAVD 88     -      1109.788  (meters)    3641.03   (feet)  ADJUSTED  
 LK0454  ___________________________________________________________________
 LK0454  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 LK0454  GEOID HEIGHT-         -20.02  (meters)                     GEOID03
 LK0454  DYNAMIC HT  -        1109.039 (meters)    3638.57  (feet)  COMP
 LK0454  MODELED GRAV-     979,910.7   (mgal)                       NAVD 88
 LK0454
 LK0454  HORZ ORDER  -  THIRD
 LK0454  VERT ORDER  -  FIRST     CLASS II
 LK0454
 LK0454.The horizontal coordinates were established by classical geodetic methods
 LK0454.and adjusted by the National Geodetic Survey in January 1993..
 LK0454
 LK0454.The orthometric height was determined by differential leveling
 LK0454.and adjusted by the National Geodetic Survey in June 1991..
 LK0454
 LK0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0454
 LK0454.The geoid height was determined by GEOID03.
 LK0454
 LK0454.The dynamic height is computed by dividing the NAVD 88
 LK0454.geopotential number by the normal gravity value computed on the
 LK0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0454.degrees latitude (g = 980.6199 gals.).
 LK0454
 LK0454.The modeled gravity was interpolated from observed gravity values.
 LK0454
 LK0454;                    North         East     Units Scale Factor Converg.
 LK0454;SPC CO N     -   482,544.409 1,154,339.071   MT  1.00002090   +1 50 24.5
 LK0454;SPC CO N     - 1,583,147.78  3,787,194.10   sFT  1.00002090   +1 50 24.5
 LK0454;SPC NE       -   121,789.515   276,626.060   MT  0.99971421   -1 45 27.1
 LK0454;UTM  13      - 4,530,244.521   697,770.865   MT  1.00008143   +1 32 15.9
 LK0454
 LK0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0454!SPC CO N     -   0.99982909  x   1.00002090  =   0.99984998
 LK0454!SPC NE       -   0.99982909  x   0.99971421  =   0.99954335
 LK0454!UTM  13      -   0.99982909  x   1.00008143  =   0.99991050
 LK0454
 LK0454|---------------------------------------------------------------------|
 LK0454| PID    Reference Object                     Distance      Geod. Az  |
 LK0454|                                                           dddmmss.s |
 LK0454| CP7017 DORSEY RM 1                          24.463 METERS 00134     |
 LK0454| CP7018 DORSEY RM 2                          16.951 METERS 28308     |
 LK0454| CP7016 DORSEY AZ MK                                       3572228.8 |
 LK0454|---------------------------------------------------------------------|
 LK0454
 LK0454                          SUPERSEDED SURVEY CONTROL
 LK0454
 LK0454  NAD 83(1986)-  40 53 57.87062(N)    102 39 07.51847(W) AD(       ) 3
 LK0454  NAD 27      -  40 53 57.89940(N)    102 39 05.83440(W) AD(       ) 3
 LK0454  NGVD 29 (02/14/92) 1109.296  (m)         3639.42   (f) ADJUSTED    1 2
 LK0454
 LK0454.Superseded values are not recommended for survey control.
 LK0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0454.See file dsdata.txt to determine how the superseded data were derived.
 LK0454
 LK0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF9777130245(NAD 83)
 LK0454_MARKER: DS = TRIANGULATION STATION DISK
 LK0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0454_SP_SET: CONCRETE POST
 LK0454_STAMPING: DORSEY 1963
 LK0454_MARK LOGO: CGS   
 LK0454_PROJECTION: FLUSH
 LK0454_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LK0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0454+STABILITY: SURFACE MOTION
 LK0454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0454+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1995
 LK0454
 LK0454  HISTORY     - Date     Condition        Report By
 LK0454  HISTORY     - 1963     MONUMENTED       CGS
 LK0454  HISTORY     - 1968     GOOD             LOCENG
 LK0454  HISTORY     - 1986     GOOD             NGS
 LK0454  HISTORY     - 19950209 GOOD             MSAM
 LK0454
 LK0454                          STATION DESCRIPTION
 LK0454
 LK0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 LK0454'THE STATION IS AT THE LOGAN-SEDGWICK COUNTY LINE, ABOUT 6-3/4
 LK0454'MILES WEST AND 2-1/4 MILES SOUTH OF SEDGWICK, ON THE RIGHT-OF-WAY
 LK0454'OF A NORTH-SOUTH SECTION ROAD, IN THE SOUTHWEST 1/4 OF SEC.
 LK0454'30, T. 11 N, R. 47 W.
 LK0454'
 LK0454'TO REACH THE STATION FROM THE CROSSROAD AT THE POST OFFICE
 LK0454'IN CROOK, GO NORTHEASTERLY ON U.S. HIGHWAY 138 FOR 8.5 MILES
 LK0454'TO A CROSSROAD AND THE STATION ON THE LEFT.  TURN LEFT AND GO
 LK0454'NORTH ON SECTION LINE ROAD FOR 0.25 MILE TO THE AZIMUTH MARK
 LK0454'ON THE LEFT ON RIGHT-OF-WAY OF SECTION ROAD.
 LK0454'
 LK0454'THE STATION IS A STANDARD DISK STAMPED DORSEY 1963, SET IN
 LK0454'THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH
 LK0454'THE GROUND.  IT IS 74 FEET NORTH-NORTHEAST OF THE CENTER OF
 LK0454'THE JUNCTION OF U.S. HIGHWAY 138 AND A CROSSROAD, 25 FEET EAST
 LK0454'OF THE CENTER OF A NORTH-SOUTH SECTION ROAD, 18 FEET WEST OF
 LK0454'A POWERLINE POLE, 8 FEET NORTH-NORTHWEST OF A FENCE CORNER,
 LK0454'AND 6.3 FEET SOUTHWEST OF A METAL WITNESS POST WITH SIGN.
 LK0454'
 LK0454'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED DORSEY
 LK0454'NO 1 1963, SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH
 LK0454'IS SET 1 INCH BELOW THE GROUND.  IT IS 75.5 FEET NORTH OF A
 LK0454'METAL WITNESS POST WITH SIGN, 26 FEET EAST OF THE CENTER OF
 LK0454'A SECTION ROAD, 4 FEET EAST OF A TELEPHONE POLE, AND 0.7 FEET
 LK0454'WEST OF A FENCE LINE.
 LK0454'
 LK0454'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED DORSEY
 LK0454'NO 2 1963, SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH
 LK0454'IS FLUSH WITH THE GROUND.  IT IS 90 FEET NORTH-NORTHWEST OF
 LK0454'THE CENTER OF THE JUNCTION OF U.S. HIGHWAY 138 AND A CROSSROAD,
 LK0454'58.5 FEET WEST OF A METAL WITNESS POST WITH SIGN, 42 FEET NORTH
 LK0454'OF A SQUARE CONCRETE RIGHT-OF-WAY POST, 29 FEET WEST OF THE CENTER
 LK0454'OF A SECTION ROAD, AND 0.7 FEET EAST OF A FENCE LINE.
 LK0454'
 LK0454'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DORSEY 1963, SET
 LK0454'IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH
 LK0454'THE GROUND.  IT IS 31 FEET WEST OF THE CENTER OF A SECTION
 LK0454'ROAD, 2 FEET SOUTH OF A METAL WITNESS POST WITH SIGN, AND
 LK0454'0.5 FOOT EAST OF A FENCE LINE.
 LK0454
 LK0454                          STATION RECOVERY (1968)
 LK0454
 LK0454'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968 (JPS)
 LK0454'REC. BY KEN R. WHITE CO.
 LK0454'
 LK0454'RECOVERED AS DESCRIBED.
 LK0454
 LK0454                          STATION RECOVERY (1986)
 LK0454
 LK0454'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LK0454'13.5 KM (8.4 MI) NE FROM CROOK.
 LK0454'13.5 KM (8.4 MI) NORTHEAST ALONG US HIGHWAY 138 FROM THE POST OFFICE
 LK0454'AT CROOK, AT ROAD 1 LEADING NORTH, 22.6 METERS (74 FT) NORTH-NORTHEAST
 LK0454'OF THE CENTER OF THE JUNCTION OF US HIGHWAY 138 AND ROAD 1, 7.6 METERS
 LK0454'(25 FT) EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 1.2 METERS (4 FT)
 LK0454'WEST OF A RIGHT OF WAY FENCE LINE, 2.4 METERS (8 FT) NORTHWEST OF A
 LK0454'CORNER FENCE POST AND 5.5 METERS (18 FT) WEST-NORTHWEST OF A POWER
 LK0454'LINE POLE.
 LK0454'THE MARK IS 1.2 METERS  W FROM  A WITNESS POST
 LK0454'THE MARK IS 0.30 M BELOW ROAD 1.
 LK0454
 LK0454                          STATION RECOVERY (1995)
 LK0454
 LK0454'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0454'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1921 ***********************************************************************
 KK1921  DESIGNATION -  DORY 2
 KK1921  PID         -  KK1921
 KK1921  STATE/COUNTY-  CO/GILPIN
 KK1921  USGS QUAD   -  BLACK HAWK (1963)
 KK1921
 KK1921                         *CURRENT SURVEY CONTROL
 KK1921  ___________________________________________________________________
 KK1921* NAD 83(1992)-  39 49 20.00560(N)    105 28 46.50008(W)     ADJUSTED  
 KK1921* NAVD 88     -      2941.7    (meters)    9651.     (feet)  VERTCON   
 KK1921  ___________________________________________________________________
 KK1921  LAPLACE CORR-         -13.57  (seconds)                    DEFLEC99
 KK1921  GEOID HEIGHT-         -13.49  (meters)                     GEOID03
 KK1921
 KK1921  HORZ ORDER  -  THIRD
 KK1921
 KK1921.The horizontal coordinates were established by classical geodetic methods
 KK1921.and adjusted by the National Geodetic Survey in January 1993..
 KK1921
 KK1921.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1921
 KK1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1921
 KK1921.The geoid height was determined by GEOID03.
 KK1921
 KK1921;                    North         East     Units Scale Factor Converg.
 KK1921;SPC CO N     -   359,082.158   916,149.771   MT  0.99998464   +0 00 47.5
 KK1921;SPC CO N     - 1,178,088.71  3,005,734.71   sFT  0.99998464   +0 00 47.5
 KK1921;UTM  13      - 4,408,136.106   458,956.858   MT  0.99962074   -0 18 25.7
 KK1921
 KK1921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1921!SPC CO N     -   0.99954083  x   0.99998464  =   0.99952548
 KK1921!UTM  13      -   0.99954083  x   0.99962074  =   0.99916175
 KK1921
 KK1921:                Primary Azimuth Mark                     Grid Az
 KK1921:SPC CO N     -  ROCK                                     176 08 10.1
 KK1921:UTM  13      -  ROCK                                     176 27 23.3
 KK1921
 KK1921|---------------------------------------------------------------------|
 KK1921| PID    Reference Object                     Distance      Geod. Az  |
 KK1921|                                                           dddmmss.s |
 KK1921| KK1920 ROCK                                APPROX. 0.7 KM 1760857.6 |
 KK1921|---------------------------------------------------------------------|
 KK1921
 KK1921                          SUPERSEDED SURVEY CONTROL
 KK1921
 KK1921  NAD 83(1986)-  39 49 20.00369(N)    105 28 46.49786(W) AD(       ) 3
 KK1921  NAD 27      -  39 49 20.04884(N)    105 28 44.51496(W) AD(       ) 3
 KK1921  NGVD 29 (07/19/86) 2940.3    (m)         9647.     (f) VERT ANG       
 KK1921
 KK1921.Superseded values are not recommended for survey control.
 KK1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1921.See file dsdata.txt to determine how the superseded data were derived.
 KK1921
 KK1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE5895708136(NAD 83)
 KK1921_MARKER: DD = SURVEY DISK
 KK1921_SETTING: 66 = SET IN ROCK OUTCROP
 KK1921_SP_SET: SET IN ROCK OUTCROP
 KK1921_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1921+STABILITY: POSITION/ELEVATION WELL
 KK1921
 KK1921  HISTORY     - Date     Condition        Report By
 KK1921  HISTORY     - 1941     MONUMENTED       USGS
 KK1921
 KK1921                          STATION DESCRIPTION
 KK1921
 KK1921'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 KK1921'STATION LOCATED ON A ROCKY TOP BETWEEN FOUR MILE AND SMITH HILL
 KK1921'GULCHES, ABOUT 1 MI. S. OF DORY HILL CEMETERY.
 KK1921'
 KK1921'STATION IS BEST REACHED FROM DORY HILL CEMETERY BY FOLLOWING DIM RD.
 KK1921'S. ALONG RIDGE.
 KK1921'
 KK1921'STATION MARK--A STANDARD BRONZE TABLET CEMENTED IN SOLID ROCK.
 KK1921'
 KK1921'REFERENCE MARK NO. 1--A STANDARD REFERENCE TABLET CEMENTED IN SOLID
 KK1921'ROCK, STAMPED ---NO 1---, 9.0 FT. DISTANT FROM STATION MARK,
 KK1921'N 54 DEG 39 MIN W.
 KK1921'
 KK1921'REFERENCE MARK NO. 2--A STANDARD REFERENCE TABLET CEMENTED IN SOLID
 KK1921'ROCK, STAMPED ---NO 2---, 5.9 FT. DISTANT FROM STATION MARK,
 KK1921'N 23 DEG 29 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0549 ***********************************************************************
 HK0549  DESIGNATION -  DOSS
 HK0549  PID         -  HK0549
 HK0549  STATE/COUNTY-  CO/LAS ANIMAS
 HK0549  USGS QUAD   -  BROWN SHEEP CAMP (1993)
 HK0549
 HK0549                         *CURRENT SURVEY CONTROL
 HK0549  ___________________________________________________________________
 HK0549* NAD 83(1992)-  37 28 37.91915(N)    104 05 53.28773(W)     ADJUSTED  
 HK0549* NAVD 88     -      1798.9    (meters)    5902.     (feet)  VERTCON   
 HK0549  ___________________________________________________________________
 HK0549  X           -  -1,234,811.370 (meters)                     COMP
 HK0549  Y           -  -4,916,667.285 (meters)                     COMP
 HK0549  Z           -   3,860,638.580 (meters)                     COMP
 HK0549  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 HK0549  ELLIP HEIGHT-        1778.94  (meters)          (12/03/02) GPS OBS
 HK0549  GEOID HEIGHT-         -20.01  (meters)                     GEOID03
 HK0549
 HK0549  HORZ ORDER  -  FIRST
 HK0549  ELLP ORDER  -  FOURTH    CLASS II
 HK0549
 HK0549.The horizontal coordinates were established by GPS observations
 HK0549.and adjusted by the National Geodetic Survey in December 2002..
 HK0549
 HK0549.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0549
 HK0549.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HK0549
 HK0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0549
 HK0549.The ellipsoidal height was determined by GPS observations
 HK0549.and is referenced to NAD 83.
 HK0549
 HK0549.The geoid height was determined by GEOID03.
 HK0549
 HK0549;                    North         East     Units Scale Factor Converg.
 HK0549;SPC CO S     -   395,686.894 1,038,390.971   MT  0.99996469   +0 51 35.5
 HK0549;SPC CO S     - 1,298,182.75  3,406,787.71   sFT  0.99996469   +0 51 35.5
 HK0549;UTM  13      - 4,148,193.695   579,740.967   MT  0.99967832   +0 32 55.6
 HK0549
 HK0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0549!SPC CO S     -   0.99972092  x   0.99996469  =   0.99968562
 HK0549!UTM  13      -   0.99972092  x   0.99967832  =   0.99939933
 HK0549
 HK0549:                Primary Azimuth Mark                     Grid Az
 HK0549:SPC CO S     -  FAA MICROWAVE REPEATER TOWER             044 30 31.0
 HK0549:UTM  13      -  FAA MICROWAVE REPEATER TOWER             044 49 10.9
 HK0549
 HK0549|---------------------------------------------------------------------|
 HK0549| PID    Reference Object                     Distance      Geod. Az  |
 HK0549|                                                           dddmmss.s |
 HK0549| HK0553 FAA MICROWAVE REPEATER TOWER        APPROX.10.5 KM 0452206.5 |
 HK0549| HK0548 DILLINGHAM                          140.425 METERS 17825     |
 HK0549| HK0550 DOSS AZ MK                          343.246 METERS 24943     |
 HK0549|---------------------------------------------------------------------|
 HK0549
 HK0549                          SUPERSEDED SURVEY CONTROL
 HK0549
 HK0549  ELLIP H (12/21/93) 1778.95   (m)                       GP(       ) 4 1
 HK0549  NAD 83(1992)-  37 28 37.91943(N)    104 05 53.28910(W) AD(       ) 1
 HK0549  ELLIP H (01/07/93) 1778.95   (m)                       GP(       ) 4 2
 HK0549  NAD 83(1986)-  37 28 37.90427(N)    104 05 53.29761(W) AD(       ) 1
 HK0549  NAD 27      -  37 28 37.86690(N)    104 05 51.39129(W) AD(       ) 1
 HK0549  NGVD 29 (11/20/87) 1798.0    (m)         5899.     (f) GPS OBS        
 HK0549
 HK0549.Superseded values are not recommended for survey control.
 HK0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0549.See file dsdata.txt to determine how the superseded data were derived.
 HK0549
 HK0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB7974148194(NAD 83)
 HK0549_MARKER: DH = HORIZONTAL CONTROL DISK
 HK0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0549_MAGNETIC: N = NO MAGNETIC MATERIAL
 HK0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0549+STABILITY: SURFACE MOTION
 HK0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HK0549+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1986
 HK0549
 HK0549  HISTORY     - Date     Condition        Report By
 HK0549  HISTORY     - 1985     MONUMENTED       USA
 HK0549  HISTORY     - 19860523 GOOD
 HK0549
 HK0549                          STATION DESCRIPTION
 HK0549
 HK0549'DESCRIBED BY US ARMY 1985 (LWD)
 HK0549'THE STATION IS LOCATED ABOUT 86.9 KM (54.0 MI) SOUTHWEST OF
 HK0549'LAJUNTA,  16.1 KM (10.0 MI) NORTHEAST OF MODEL ON THE HIGH GROUND
 HK0549'ON THE EAST EDGE OF BIG ARROYO HILLS,  7.7 KM (4.8 MI)
 HK0549'EAST-SOUTHEAST OF THE MAIN GATE OF THE MILITARY RESERVATION.
 HK0549'OWNERSHIP---U.S.ARMY, CONTACT DIVISION ARTILLERY SURVEY INFORMATION
 HK0549'CENTER.  HHB 4TH INFANTRY DIVISION ARTILLERY, FORT CARSON, COLORADO
 HK0549'80913-5428.  TELEPHONE---303-579-2131..
 HK0549'
 HK0549'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 350 AND
 HK0549'COUNTY ROAD 99 IN THE TOWN OF MODEL, LAS ANIMAS, COLORADO.  GO
 HK0549'NORTHEAST ON HIGHWAY 350 FOR 16,5 KM (10.25 MI) TO THE MAIN
 HK0549'ENTRANCE TO PINON CANYON MANEUVER SITE AND A SIDE ROAD RIGHT.  TURN
 HK0549'RIGHT, EAST, ON MAIN ENTRANCE ROAD FOR 4.6 KM (2.85 MI) TO THE TOP
 HK0549'OF A HILL AND A TRACK ROAD RIGHT.   TURN RIGHT AND GO
 HK0549'SOUTH FOR 1.7 KM (1.05 MI) ON TRACK ROAD TO A LARGE STOCK TANK ON
 HK0549'LEFT, CONTINUE PAST STOCK TANK FOR 40 METERS AND A DIM TRACK ROAD
 HK0549'LEFT.  TURN LEFT, EAST, ON DIM TRACK ROAD FOR 0.88 KM (0.55 MI) AND
 HK0549'A GATE IN A NORTH/SOUTH FENCE, CONTINUE THROUGH GATE FOR 0.6 KM
 HK0549'(0.4 MI) TO THE INTERSECTION OF A NORTH -SOUTH TRACK ROAD.
 HK0549'CONTINUE AHEAD, EAST, FOR 0.3 KM (0.2 MI) TOWARD THE EAST EDGE OF
 HK0549'THE RIDGE AND THE STATION ON LEFT.
 HK0549'
 HK0549'THE STATION IS A STANDARD NGS DISK
 HK0549'STAMPED---DOSS GPS 1985---,
 HK0549'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HK0549'33 CM IN DIAMETER RECESSED 2.0 CM BELOW GROUND.  LOCATED
 HK0549'23.0 METERS (75.4 FT) WEST FROM THE EAST EDGE OF THE RIDGE AND A
 HK0549'SMALL CEDAR BUSH
 HK0549'1.0 METERS (3.1 FT) WEST FROM A ORANGE WITNESS POST
 HK0549'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 HK0549'STAMPED---DOSS GPS 1985---,
 HK0549'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 HK0549'
 HK0549'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 HK0549'STAMPED---DOSS GPS N0 1 1985---,
 HK0549'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HK0549'33 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 HK0549'1.0 METERS (3.4 FT) SOUTHEAST FROM A STEEL WITNESS POST
 HK0549'10.6 METERS (34.9 FT) SOUTHEAST FROM A CEDAR BUSH
 HK0549'33.8 METERS (111.0 FT) NORTHEAST FROM THE CENTERLINE OF A TRACK ROAD
 HK0549'MARK IS 0.9 METERS BELOW THE STATION.
 HK0549'
 HK0549'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 HK0549'STAMPED---DOSS GPS N0 2 1985---,
 HK0549'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HK0549'36 CM IN DIAMETER RECESSED 2.0 CM BELOW GROUND.  LOCATED
 HK0549'1.2 METERS (4.1 FT) NORTH-NORTHEAST FROM A STEEL WITNESS POST
 HK0549'20.0 METERS (65.6 FT) EAST-NORTHEAST FROM THE CENTERLINE OF A TRACK
 HK0549'ROAD
 HK0549'MARK IS 0.3 METERS BELOW THE STATION.
 HK0549'
 HK0549'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 HK0549'STAMPED---DOSS GPS 1985---,
 HK0549'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HK0549'30 CM IN DIAMETER RECESSED 2.0 CM BELOW GROUND.  LOCATED
 HK0549'0.8 METERS (2.7 FT) EAST FROM A STEEL WITNESS POST
 HK0549'58.5 METERS (192.0 FT) WEST FROM THE CENTERLINE OF A TRACK ROAD
 HK0549'TO REACH THE AZIMUTH FROM THE STATION,
 HK0549'GO WEST FOR 0.3 KM (0.2 MI) ON TRACK ROAD TO THE INTERSECTION OF A
 HK0549'NORTH/SOUTH TANK TRAIL.
 HK0549'TURN LEFT AND GO SOUTH FOR 0.3 KM (0.2 MI) ON TANK TRAIL TO A
 HK0549'SLIGHT RISE AND THE AZIMUTH MARK ON THE RIGHT.
 HK0549'
 HK0549'DESCRIBED BY LWD.
 HK0549
 HK0549                          STATION RECOVERY (1986)
 HK0549
 HK0549'RECOVERED 1986
 HK0549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0678 ***********************************************************************
 KL0678  DESIGNATION -  DOTSERO
 KL0678  PID         -  KL0678
 KL0678  STATE/COUNTY-  CO/EAGLE
 KL0678  USGS QUAD   -  DOTSERO (1987)
 KL0678
 KL0678                         *CURRENT SURVEY CONTROL
 KL0678  ___________________________________________________________________
 KL0678* NAD 83(1992)-  39 38 29.84415(N)    107 03 26.47924(W)     ADJUSTED  
 KL0678* NAVD 88     -      1878.1    (meters)    6162.     (feet)  GPS OBS   
 KL0678  ___________________________________________________________________
 KL0678  X           -  -1,443,067.928 (meters)                     COMP
 KL0678  Y           -  -4,703,218.411 (meters)                     COMP
 KL0678  Z           -   4,048,613.487 (meters)                     COMP
 KL0678  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 KL0678  ELLIP HEIGHT-        1864.26  (meters)          (12/03/02) GPS OBS
 KL0678  GEOID HEIGHT-         -13.75  (meters)                     GEOID03
 KL0678
 KL0678  HORZ ORDER  -  FIRST
 KL0678  ELLP ORDER  -  FOURTH    CLASS II
 KL0678
 KL0678.The horizontal coordinates were established by GPS observations
 KL0678.and adjusted by the National Geodetic Survey in March 1999..
 KL0678
 KL0678.The orthometric height was determined by GPS observations and a
 KL0678.high-resolution geoid model.
 KL0678
 KL0678.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KL0678
 KL0678.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0678
 KL0678.The ellipsoidal height was determined by GPS observations
 KL0678.and is referenced to NAD 83.
 KL0678
 KL0678.The geoid height was determined by GEOID03.
 KL0678
 KL0678;                    North         East     Units Scale Factor Converg.
 KL0678;SPC CO C     -   506,684.975   780,729.806   MT  0.99998036   -0 58 55.9
 KL0678;SPC CO C     - 1,662,348.96  2,561,444.37   sFT  0.99998036   -0 58 55.9
 KL0678;UTM  13      - 4,390,004.727   323,463.008   MT  0.99998371   -1 18 46.4
 KL0678
 KL0678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0678!SPC CO C     -   0.99970761  x   0.99998036  =   0.99968798
 KL0678!UTM  13      -   0.99970761  x   0.99998371  =   0.99969133
 KL0678
 KL0678|---------------------------------------------------------------------|
 KL0678| PID    Reference Object                     Distance      Geod. Az  |
 KL0678|                                                           dddmmss.s |
 KL0678| CM6355 DOTSERO RM 1                         12.260 METERS 05806     |
 KL0678| CM6356 DOTSERO RM 2                         12.609 METERS 28215     |
 KL0678| CM6354 DOTSERO AZ MK                                      3523639.8 |
 KL0678|---------------------------------------------------------------------|
 KL0678
 KL0678                          SUPERSEDED SURVEY CONTROL
 KL0678
 KL0678  NAD 83(1992)-  39 38 29.84592(N)    107 03 26.47196(W) AD(       ) 2
 KL0678  NAD 83(1986)-  39 38 29.84156(N)    107 03 26.47199(W) AD(       ) 2
 KL0678  NAD 27      -  39 38 29.90000(N)    107 03 24.29900(W) AD(       ) 2
 KL0678  NGVD 29 (07/19/86) 1877.78   (m)         6160.7    (f) LEVELING    3  
 KL0678
 KL0678.Superseded values are not recommended for survey control.
 KL0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0678.See file dsdata.txt to determine how the superseded data were derived.
 KL0678
 KL0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD2346390005(NAD 83)
 KL0678_MARKER: DS = TRIANGULATION STATION DISK
 KL0678_SETTING: 0 = UNSPECIFIED SETTING
 KL0678_STAMPING: DOTSERO 1953
 KL0678_MARK LOGO: CGS   
 KL0678_PROJECTION: FLUSH
 KL0678_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KL0678+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1998
 KL0678
 KL0678  HISTORY     - Date     Condition        Report By
 KL0678  HISTORY     - 1953     MONUMENTED       CGS
 KL0678  HISTORY     - 1960     GOOD             USGS
 KL0678  HISTORY     - 19980923 GOOD             MSI
 KL0678
 KL0678                          STATION DESCRIPTION
 KL0678
 KL0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KL0678'THE STATION IS LOCATED ABOUT 18.5 MILES EAST OF GLENWOOD
 KL0678'SPRINGS, ABOUT 7 MILESWEST OF GYPSUM AND ABOUT 0.75 MILE
 KL0678'SOUTH OF U.S. HIGHWAYS 6 AND 24.  IT IS IN THE SMALL SETTLEMENT
 KL0678'OF DOTSERO ON THE RIGHT-OF-WAY OF THE DENVER AND RIO GRANDE
 KL0678'WESTERN RAILROAD, ABOUT 75 YARDS SOUTHWEST OF THE WEST POINT
 KL0678'OF THE RAILROAD Y AT THE BEGINNING OF THE RAILROAD CUT-OFF
 KL0678'THAT BEARS NORTH, 138 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 KL0678'OF THE DOTSERO DEPOT, 42 FEET SOUTHEAST OF A POWERLINE POLE
 KL0678'AND 6 FEET NORTH OF A FENCE.  IT IS A STANDARD DISK BRAZED
 KL0678'TO THE TOP OF A PIPE 1 INCH IN DIAMETER, PROJECTS 6 INCHES
 KL0678'AND IS STAMPED DOTSERO 1953.
 KL0678'
 KL0678'R.M. NO. 1 IS 95 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD,
 KL0678'2.5 FEET NORTH OF A FENCE AND IS ON THE SAME ELEVATION WITH
 KL0678'THE STATION.  IT IS A STANDARD DISK BRAZED TO THE TOP OF A
 KL0678'PIPE 1 INCH IN DIAMETER, PROJECTS 6 INCHES AND IS STAMPED
 KL0678'DOTSERO NO 1 1953.
 KL0678'
 KL0678'R.M. NO. 2 IS 50 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD,
 KL0678'10 INCHES EAST OF A POWERLINE POLE AND IS ON THE SAME ELEVATION
 KL0678'WITH THE STATION.  IT IS A STANDARD DISK BRAZED TO THE TOP
 KL0678'OF A PIPE 1 INCH IN DIAMETER, PROJECTS 6 INCHES AND IS STAMPED
 KL0678'DOTSERO NO 2 1953.
 KL0678'
 KL0678'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 75.60 FEET.
 KL0678'
 KL0678'THE AZIMUTH MARK IS LOCATED ON THE SOUTH RIGHT-OF-WAY OF
 KL0678'U.S. HIGHWAYS 6 AND 24, 15 FEET SOUTH OF THE CENTER OF THE
 KL0678'HIGHWAY, 15 FEET WEST OF THE WEST END OF THE OVERPASS OF
 KL0678'THE DENVER AND RIO GRANDE WESTERN RAILROAD AND 6 INCHES SOUTH
 KL0678'OF A GUARD RAIL.  IT IS A STANDARD DISK BRAZED TO THE TOP OF
 KL0678'A PIPE 1 INCH IN DIAMETER, PROJECTS 6 INCHES AND IS STAMPED
 KL0678'DOTSERO 1953.
 KL0678'
 KL0678'TO REACH THE STATION FROM THE DENVER AND RIO GRANDE WESTERN
 KL0678'OVERPASS ON U.S. HIGHWAYS 6 AND 24 PACK DOWN THE RAILROAD
 KL0678'TRACK SOUTH AND WEST FOR ABOUT 3/4 MILE TO THE DOTSERO
 KL0678'DEPOT AND THE STATION AS DESCRIBED.
 KL0678'
 KL0678'THE AZIMUTH MARK, AS DESCRIBED, IS AT THE WEST END OF THE
 KL0678'OVERPASS.
 KL0678
 KL0678                          STATION RECOVERY (1960)
 KL0678
 KL0678'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 KL0678'RECOVERED.
 KL0678
 KL0678                          STATION RECOVERY (1998)
 KL0678
 KL0678'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1998 (PD)
 KL0678'RECOVERED AS DESCRIBED  ADDITIONAL TIES -  STATION LOCATED 138 FT
 KL0678'(42.1 M) SOUTH OF THE SOUTHEAST CORNER OF THE DOTSERO DEPOT, 42 FT
 KL0678'(12.8 M) SOUTHEAST OF A POWER POLE, AND 6 FT (1.8 M) NORTH OF A FENCE
 KL0678'LINE.  THE STATION IS 2.5 IN ABOVE THE GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1873 ***********************************************************************
 KK1873  DESIGNATION -  DOUBLE
 KK1873  PID         -  KK1873
 KK1873  STATE/COUNTY-  CO/JEFFERSON
 KK1873  USGS QUAD   -  CONIFER (1994)
 KK1873
 KK1873                         *CURRENT SURVEY CONTROL
 KK1873  ___________________________________________________________________
 KK1873* NAD 83(1992)-  39 33 44.28073(N)    105 15 39.34696(W)     ADJUSTED  
 KK1873* NAVD 88     -      2717.3    (meters)    8915.     (feet)  VERTCON   
 KK1873  ___________________________________________________________________
 KK1873  LAPLACE CORR-         -17.93  (seconds)                    DEFLEC99
 KK1873  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 KK1873
 KK1873  HORZ ORDER  -  FIRST
 KK1873
 KK1873.The horizontal coordinates were established by classical geodetic methods
 KK1873.and adjusted by the National Geodetic Survey in January 1993..
 KK1873
 KK1873.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1873
 KK1873.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1873
 KK1873.The geoid height was determined by GEOID03.
 KK1873
 KK1873;                    North         East     Units Scale Factor Converg.
 KK1873;SPC CO C     -   496,759.440   934,946.036   MT  0.99996826   +0 09 02.8
 KK1873;SPC CO C     - 1,629,784.93  3,067,402.12   sFT  0.99996826   +0 09 02.8
 KK1873;UTM  13      - 4,379,211.168   477,585.548   MT  0.99960619   -0 09 58.3
 KK1873
 KK1873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1873!SPC CO C     -   0.99957617  x   0.99996826  =   0.99954444
 KK1873!UTM  13      -   0.99957617  x   0.99960619  =   0.99918252
 KK1873
 KK1873|---------------------------------------------------------------------|
 KK1873| PID    Reference Object                     Distance      Geod. Az  |
 KK1873|                                                           dddmmss.s |
 KK1873| CP7022 DOUBLE RM 1                          12.957 METERS 01756     |
 KK1873| CP7023 DOUBLE RM 2                          13.355 METERS 15010     |
 KK1873| KK1881 DOUBLE AZ MK                        APPROX. 1.6 KM 1734851.9 |
 KK1873| KK1882 DOUBLE AZ MK OFFSET                 APPROX. 1.6 KM 1734917.0 |
 KK1873|---------------------------------------------------------------------|
 KK1873
 KK1873                          SUPERSEDED SURVEY CONTROL
 KK1873
 KK1873  NAD 83(1986)-  39 33 44.27799(N)    105 15 39.34769(W) AD(       ) 1
 KK1873  NAD 27      -  39 33 44.31634(N)    105 15 37.38160(W) AD(       ) 1
 KK1873  NGVD 29 (07/19/86) 2716.2    (m)         8911.     (f) VERT ANG       
 KK1873
 KK1873.Superseded values are not recommended for survey control.
 KK1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1873.See file dsdata.txt to determine how the superseded data were derived.
 KK1873
 KK1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7758679211(NAD 83)
 KK1873_MARKER: DS = TRIANGULATION STATION DISK
 KK1873_SETTING: 80 = SET IN A BOULDER
 KK1873_SP_SET: SET IN DRILL HOLE IN A BOULDER
 KK1873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1873+STABILITY: SURFACE MOTION
 KK1873
 KK1873  HISTORY     - Date     Condition        Report By
 KK1873  HISTORY     - 1977     MONUMENTED       NGS
 KK1873
 KK1873                          STATION DESCRIPTION
 KK1873
 KK1873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1873'THE STATION IS LOCATED 7-1/2 MILES SOUTH-SOUTHWEST OF
 KK1873'MORRISON, 7-1/2 MILES EAST-NORTHEAST OF THE JEFFERSON-PARK-
 KK1873'CLEAR CREEK COUNTIES JUNCTION CORNER, 5 MILES SOUTH OF INDIAN
 KK1873'HILLS, 2-1/4 MILES NORTHEAST OF ASPEN PARK, 1 MILE NORTH OF
 KK1873'U.S. HIGHWAY 285, IN THE NORTHEAST CORNER OF SECTION 6, T 6 S,
 KK1873'R 70 W, ON A ROCKY OUTCROP THAT IS THE WEST PEAK OF DOUBLE
 KK1873'HEAD MOUNTAIN, ON PROPERTY OF J. P. FAIRALL, 8650 FAIRALL
 KK1873'ROAD, MORRISON, COLORADO, 80465.  HIS PHONE NUMBER IS
 KK1873'697-4176.
 KK1873'
 KK1873'TO REACH THE STATION FROM THE MORRISON POST OFFICE, GO WEST
 KK1873'ON STATE HIGHWAY 8 FOR 0.2 MILE TO ITS JUNCTION WITH STATE
 KK1873'HIGHWAY 74.  TURN LEFT, SOUTH, ON HIGHWAY 8 FOR 2.2 MILES TO
 KK1873'ITS JUNCTION WITH HIGHWAY 285.  TURN RIGHT, WEST, ON HIGHWAY
 KK1873'285 FOR 2.4 MILES TO A PAVED ROAD RIGHT LEADING TO INDIAN
 KK1873'HILLS.  CONTINUE SOUTHWEST ON HIGHWAY 285 FOR 6.1 MILES TO A
 KK1873'DIRT ROAD RIGHT AT THE TOP OF A LONG GRADE.  TURN RIGHT,
 KK1873'NORTH, ON
 KK1873'HILLVIEW ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 KK1873'CONTINUE NORTH ON HILLVIEW ROAD FOR 0.35 MILE TO A ROAD
 KK1873'LEFT.  TURN LEFT, WEST, ON VALLEY HIGH ROAD FOR 0.25 MILE TO
 KK1873'A ROAD RIGHT.  TURN RIGHT, NORTH, ON FAIRALL ROAD FOR 0.05
 KK1873'MILE TO A FORK.  BEAR RIGHT ON FAIRALL ROAD FOR 0.05 MILE TO
 KK1873'A FORK.  KEEP RIGHT ON FAIRALL ROAD FOR O.3 MILE TO A
 KK1873'DRIVEWAY RIGHT, LEADING TO THE FAIRALL RESIDENCE.  CONTINUE
 KK1873'AHEAD FOR 100 FEET TO A FORK.  BEAR RIGHT, UPHILL, FOR 150
 KK1873'FEET TO A LOCKED CABLE ACROSS THE ROAD.  PASS THROUGH
 KK1873'AND GO 0.5 MILE TO THE ROAD END.  PACK SOUTHWEST FOR 150
 KK1873'FEET TO HIGH GROUND AND THE STATION.
 KK1873'
 KK1873'STATION MARK, STAMPED---DOUBLE 1977---, IS A STANDARD DISK
 KK1873'CEMENTED IN A BOULDER THAT IS 10 INCHES BELOW GROUND.  IT IS
 KK1873'54 FEET NORTH-NORTHWEST OF THE HIGHEST OUTCROP ON THE PEAK,
 KK1873'49.5 FEET SOUTHWEST OF THE CENTER OF A PROTECTIVE COVER OVER
 KK1873'A GUY WIRE TO A MAST, 30.5 FEET SOUTH-SOUTHEAST OF A 16-INCH
 KK1873'PINE TREE, 17.5 FEET WEST OF A 18-INCH PINE TREE (LARGEST ON
 KK1873'THE PEAK), AND 17 FEET EAST OF A 10-INCH PINE TREE.
 KK1873'
 KK1873'REFERENCE MARK 1, STAMPED---DOUBLE NO 1 1977---, IS A
 KK1873'STANDARD DISK CEMENTED IN A DRILL HOLE IN A SLOPING BOULDER.
 KK1873'IT IS 39 FEET NORTH-NORTHWEST OF THE 18-INCH PINE TREE, 32.5
 KK1873'FEET EAST-NORTHEAST OF A 16-INCH PINE TREE, AND 15.5
 KK1873'FEET WEST OF THE GUY WIRE COVER.
 KK1873'
 KK1873'REFERENCE MARK 2, STAMPED---DOUBLE NO 2 1977---, IS A
 KK1873'STANDARD DISK CEMENTED IN THE NORTH SIDE OF A SLOPING BOULDER,
 KK1873'ALMOST AT GROUND LEVEL.  IT IS 78 FEET SOUTH-SOUTHWEST OF THE
 KK1873'GUY WIRE COVER, 40.5 FEET SOUTH OF THE 18-INCH PINE TREE, AND
 KK1873'11 FEET NORTH OF THE HIGHEST OUTCROP.
 KK1873'
 KK1873'AZIMUTH MARK, STAMPED---DOUBLE 1977---, A STANDARD DISK
 KK1873'CEMENTED IN A DRILL HOLE IN ROCK THAT IS FLUSH WITH THE
 KK1873'GROUND.  IT IS 224 FEET NORTH OF THE CENTER OF HIGHWAY 285,
 KK1873'25 FEET SOUTH OF A 3 X 3 X 3 FOOT BOULDER, 22 FEET EAST
 KK1873'OF THE DIRT ROAD CENTER, 9 FEET WEST-NORTHWEST OF A GATE, 8.6
 KK1873'FEET WEST OF A METAL WITNESS POST IN A FENCE LINE, AND 2 FEET
 KK1873'ABOVE THE ROAD.
 KK1873'
 KK1873'HEIGHT OF LIGHT ABOVE STATION WAS 19.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0748 ***********************************************************************
 LK0748  DESIGNATION -  DOUBLE
 LK0748  PID         -  LK0748
 LK0748  STATE/COUNTY-  CO/WELD
 LK0748  USGS QUAD   -  GATEHOOK SPRING (1977)
 LK0748
 LK0748                         *CURRENT SURVEY CONTROL
 LK0748  ___________________________________________________________________
 LK0748* NAD 83(1992)-  40 49 42.06761(N)    103 49 46.87443(W)     ADJUSTED  
 LK0748* NAVD 88     -      1479.     (meters)    4852.     (feet)  SCALED    
 LK0748  ___________________________________________________________________
 LK0748  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 LK0748  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 LK0748
 LK0748  HORZ ORDER  -  SECOND
 LK0748
 LK0748.The horizontal coordinates were established by classical geodetic methods
 LK0748.and adjusted by the National Geodetic Survey in January 1993..
 LK0748
 LK0748.The orthometric height was scaled from a topographic map.
 LK0748
 LK0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0748
 LK0748.The geoid height was determined by GEOID03.
 LK0748
 LK0748;                    North         East     Units Scale Factor Converg.
 LK0748;SPC CO N     -   472,127.008 1,055,290.578   MT  1.00000762   +1 04 45.3
 LK0748;SPC CO N     - 1,548,970.03  3,462,232.50   sFT  1.00000762   +1 04 45.3
 LK0748;UTM  13      - 4,520,361.760   598,680.994   MT  0.99971986   +0 45 54.7
 LK0748
 LK0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0748!SPC CO N     -   0.99977104  x   1.00000762  =   0.99977866
 LK0748!UTM  13      -   0.99977104  x   0.99971986  =   0.99949096
 LK0748
 LK0748|---------------------------------------------------------------------|
 LK0748| PID    Reference Object                     Distance      Geod. Az  |
 LK0748|                                                           dddmmss.s |
 LK0748| CP7020 DOUBLE RM 1                           9.680 METERS 04133     |
 LK0748| CP7021 DOUBLE RM 2                           9.495 METERS 22520     |
 LK0748| CP7019 DOUBLE AZ MK                                       3193957.0 |
 LK0748|---------------------------------------------------------------------|
 LK0748
 LK0748                          SUPERSEDED SURVEY CONTROL
 LK0748
 LK0748  NAD 83(1986)-  40 49 42.06330(N)    103 49 46.87377(W) AD(       ) 2
 LK0748  NAD 27      -  40 49 42.11270(N)    103 49 45.07260(W) AD(       ) 2
 LK0748
 LK0748.Superseded values are not recommended for survey control.
 LK0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0748.See file dsdata.txt to determine how the superseded data were derived.
 LK0748
 LK0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF9868120362(NAD 83)
 LK0748_MARKER: DS = TRIANGULATION STATION DISK
 LK0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0748
 LK0748  HISTORY     - Date     Condition        Report By
 LK0748  HISTORY     - 1963     MONUMENTED       CGS
 LK0748
 LK0748                          STATION DESCRIPTION
 LK0748
 LK0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 LK0748'THE STATION IS LOCATED ABOUT 15 MILES NORTH AND 3/4 MILE EAST
 LK0748'OF NEW RAYMER, 16 MILES NORTH AND 8-1/4 MILES WEST OF STONEHAM,
 LK0748'ON THE EAST BUTTE OF A PROMINENT DOUBLE-TOPPED BUTTE IN THE
 LK0748'NE 1/4 OF SEC. 23 T 10N R57W, AND ON PROPERTY OWNED BY MR.
 LK0748'MAX SMITH.
 LK0748'
 LK0748'TO REACH THE STATION FROM THE POST OFFICE IN NEW RAYMER, GO
 LK0748'NORTH FOR 0.15 MILE TO A T-INTERSECTION.  TURN RIGHT, EAST,
 LK0748'FOR 0.25 MILE TO A T-INTERSECTION.  TURN LEFT AND GO NORTH AND
 LK0748'NORTHWEST FOR 3.8 MILES TO A Y-FORK. TAKE THE LEFT FORK AND
 LK0748'FOLLOW THE MAIN-TRAVELED ROAD, NORTHWEST, NORTH, EAST, AND
 LK0748'NORTH FOR 11.8 MILES TO A T-ROAD TO THE RIGHT.  TURN RIGHT
 LK0748'AND GO EAST FOR 1.45 MILE TO THE AZIMUTH MARK ON THE RIGHT,
 LK0748'SOUTH, SIDE OF THE ROAD.  CONTINUE AHEAD, EAST, FOR 0.05 MILE
 LK0748'TO A WIRE GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE
 LK0748'GATE, AND FOLLOW THE TRACK ROAD SOUTH FOR 0.1 MILE TO A
 LK0748'WINDMILL.  TURN LEFT AND GO EAST-SOUTHEAST, ACROSS COUNTRY,
 LK0748'FOR 0.25 MILE TO TOP OF RIDGE.  TURN RIGHT AND FOLLOW THE
 LK0748'RIDGE WEST FOR 0.1 MILE TO THE HIGHEST POINT IN THE
 LK0748'VICINITY AND THE STATION.
 LK0748'
 LK0748'THE STATION MARK, STAMPED DOUBLE 1963, IS A STANDARD DISK
 LK0748'SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT PROJECTS
 LK0748'2 INCHES.  IT IS 8 FEET NORTH OF THE APPROXIMATE CENTER OF A
 LK0748'ROCKPILE.
 LK0748'
 LK0748'REFERENCE MARK NO. 1,, STAMPED DOUBLE NO 1 1963, IS A STANDARD
 LK0748'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT
 LK0748'PROJECTS 2 INCHES.  IT IS 38 FEET NORTHEAST OF THE APPROXIMATE
 LK0748'CENTER OF A ROCKPILE.
 LK0748'
 LK0748'REFERENCE MARK NO. 2, STAMPED DOUBLE NO 2 1963, IS A STANDARD
 LK0748'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT
 LK0748'PROJECTS 2 INCHES.  IT IS 28 FEET WEST OF THE APPROXIMATE
 LK0748'CENTER OF A ROCKPILE.
 LK0748'
 LK0748'THE AZIMUTH MARK, STAMPED DOUBLE 1963, IS A STANDARD DISK
 LK0748'SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT PROJECTS
 LK0748'1 INCH.  IT IS 35 FEET SOUTH OF THE CENTER OF A ROAD, 2 FEET
 LK0748'NORTH OF A FENCE, 1/2 FOOT EAST OF A POWER POLE, AND 1.5
 LK0748'FEET NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1881 ***********************************************************************
 KK1881  DESIGNATION -  DOUBLE AZ MK
 KK1881  PID         -  KK1881
 KK1881  STATE/COUNTY-  CO/JEFFERSON
 KK1881  USGS QUAD   -  CONIFER (1994)
 KK1881
 KK1881                         *CURRENT SURVEY CONTROL
 KK1881  ___________________________________________________________________
 KK1881* NAD 83(1992)-  39 32 52.27337(N)    105 15 32.06630(W)     ADJUSTED  
 KK1881* NAVD 88     -      2447.2    (meters)    8029.     (feet)  VERTCON   
 KK1881  ___________________________________________________________________
 KK1881  LAPLACE CORR-         -17.55  (seconds)                    DEFLEC99
 KK1881  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 KK1881
 KK1881  HORZ ORDER  -  SECOND
 KK1881
 KK1881.The horizontal coordinates were established by classical geodetic methods
 KK1881.and adjusted by the National Geodetic Survey in January 1993..
 KK1881
 KK1881.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1881
 KK1881.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1881
 KK1881.The geoid height was determined by GEOID03.
 KK1881
 KK1881;                    North         East     Units Scale Factor Converg.
 KK1881;SPC CO C     -   495,156.020   935,124.085   MT  0.99996626   +0 09 07.4
 KK1881;SPC CO C     - 1,624,524.38  3,067,986.27   sFT  0.99996626   +0 09 07.4
 KK1881;UTM  13      - 4,377,607.367   477,754.663   MT  0.99960609   -0 09 53.5
 KK1881
 KK1881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1881!SPC CO C     -   0.99961850  x   0.99996626  =   0.99958477
 KK1881!UTM  13      -   0.99961850  x   0.99960609  =   0.99922474
 KK1881
 KK1881                          SUPERSEDED SURVEY CONTROL
 KK1881
 KK1881  NAD 83(1986)-  39 32 52.27084(N)    105 15 32.06705(W) AD(       ) 2
 KK1881  NAD 27      -  39 32 52.30841(N)    105 15 30.09981(W) AD(       ) 2
 KK1881  NGVD 29 (07/19/86) 2446.1    (m)         8025.     (f) VERT ANG       
 KK1881
 KK1881.Superseded values are not recommended for survey control.
 KK1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1881.See file dsdata.txt to determine how the superseded data were derived.
 KK1881
 KK1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7775577607(NAD 83)
 KK1881_MARKER: DZ = AZIMUTH MARK DISK
 KK1881_SETTING: 80 = SET IN A BOULDER
 KK1881_SP_SET: SET IN DRILL HOLE IN A BOULDER
 KK1881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1881+STABILITY: SURFACE MOTION
 KK1881
 KK1881  HISTORY     - Date     Condition        Report By
 KK1881  HISTORY     - 1977     MONUMENTED       NGS
 KK1881
 KK1881                          STATION DESCRIPTION
 KK1881
 KK1881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1881'THE STATION IS LOCATED 8 MILES SOUTH-SOUTHWEST OF MORRISON,
 KK1881'7-1/2 MILES EAST-NORTHEAST OF THE JEFFERSON-CLEARCREEK-PARK
 KK1881'COUNTIES JUNCTION CORNER, 6 MILES SOUTH OF INDIAN HILLS,
 KK1881'2-1/4 MILES NORTHEAST OF ASPEN PARK, IN THE NORTHEAST
 KK1881'1/4 SECTION 7, T 6 S, R 70 W, JUST NORTH OF U.S.
 KK1881'HIGHWAY 285, ON THE RIGHT-OF-WAY OF A DIRT ROAD.
 KK1881'
 KK1881'TO REACH THE STATION FROM THE MORRISON POST OFFICE, GO WEST ON
 KK1881'STATE HIGHWAY 8 FOR 0.2 MILE TO ITS JUNCTION WITH STATE HIGHWAY
 KK1881'74.  TURN LEFT, SOUTH, ON HIGHWAY 8 FOR 2.2 MILES TO ITS
 KK1881'JUNCTION WITH HIGHWAY 285.  TURN RIGHT, WEST, ON HIGHWAY 285
 KK1881'FOR 2.4 MILES TO A PAVED ROAD RIGHT LEADING TO INDIAN HILLS.
 KK1881'CONTINUE SOUTHWEST ON HIGHWAY 285 FOR 6.1 MILES TO A DIRT ROAD
 KK1881'RIGHT AT THE TOP OF A LONG GRADE.  TURN RIGHT,
 KK1881'NORTH, ON HILLVIEW
 KK1881'ROAD FOR 0.05 MILE TO THE STATION ON THE RIGHT.
 KK1881'
 KK1881'STATION MARK, STAMPED---DOUBLE 1977---, IS A
 KK1881'STANDARD AZIMUTH DISK
 KK1881'CEMENTED IN A DRILL HOLE IN A ROCK SLAB THAT IS FLUSH WITH THE
 KK1881'GROUND.  IT IS 224 FEET NORTH OF THE CENTER OF HIGHWAY 285,
 KK1881'25 FEET SOUTH OF A 3 X 3 X 3 FOOT BOULDER, 22 FEET EAST
 KK1881'OF THE DIRT ROAD CENTER, 9 FEET WEST-NORTHWEST OF A GATE, 8.6
 KK1881'FEET WEST OF A METAL WITNESS POST IN A FENCE LINE, AND 2 FEET
 KK1881'ABOVE THE ROAD.
 KK1881'
 KK1881'THE STATION WAS NOT OCCUPIED AT THIS TIME.
 KK1881'
 KK1881'AN EDM TRAVERSE WAS MADE TO STATION---DOUBLE---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0551 ***********************************************************************
 HK0551  CBN         -  This is a Cooperative Base Network Control Station.
 HK0551  DESIGNATION -  DOUGHTY
 HK0551  PID         -  HK0551
 HK0551  STATE/COUNTY-  CO/LAS ANIMAS
 HK0551  USGS QUAD   -  TYRONE (1993)
 HK0551
 HK0551                         *CURRENT SURVEY CONTROL
 HK0551  ___________________________________________________________________
 HK0551* NAD 83(1992)-  37 29 42.87724(N)    104 10 07.96796(W)     ADJUSTED  
 HK0551* NAVD 88     -      1709.7    (meters)    5609.     (feet)  GPS OBS   
 HK0551  ___________________________________________________________________
 HK0551  X           -  -1,240,565.434 (meters)                     COMP
 HK0551  Y           -  -4,913,888.305 (meters)                     COMP
 HK0551  Z           -   3,862,173.850 (meters)                     COMP
 HK0551  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 HK0551  ELLIP HEIGHT-        1689.79  (meters)          (10/21/02) GPS OBS
 HK0551  GEOID HEIGHT-         -19.92  (meters)                     GEOID03
 HK0551
 HK0551  HORZ ORDER  -  B
 HK0551  ELLP ORDER  -  FOURTH    CLASS II
 HK0551
 HK0551.The horizontal coordinates were established by GPS observations
 HK0551.and adjusted by the National Geodetic Survey in May 1992..
 HK0551
 HK0551.The orthometric height was determined by GPS observations and a
 HK0551.high-resolution geoid model.
 HK0551
 HK0551.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HK0551
 HK0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0551
 HK0551.The ellipsoidal height was determined by GPS observations
 HK0551.and is referenced to NAD 83.
 HK0551
 HK0551.The geoid height was determined by GEOID03.
 HK0551
 HK0551;                    North         East     Units Scale Factor Converg.
 HK0551;SPC CO S     -   397,597.720 1,032,105.809   MT  0.99996279   +0 48 59.3
 HK0551;SPC CO S     - 1,304,451.85  3,386,167.14   sFT  0.99996279   +0 48 59.3
 HK0551;UTM  13      - 4,150,138.023   573,468.093   MT  0.99966648   +0 30 21.3
 HK0551
 HK0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0551!SPC CO S     -   0.99973490  x   0.99996279  =   0.99969770
 HK0551!UTM  13      -   0.99973490  x   0.99966648  =   0.99940147
 HK0551
 HK0551:                Primary Azimuth Mark                     Grid Az
 HK0551:SPC CO S     -  DOUGHTY AZ MK                            074 26 53.0
 HK0551:UTM  13      -  DOUGHTY AZ MK                            074 45 31.0
 HK0551
 HK0551|---------------------------------------------------------------------|
 HK0551| PID    Reference Object                     Distance      Geod. Az  |
 HK0551|                                                           dddmmss.s |
 HK0551| HK0552 DOUGHTY AZ MK                       APPROX. 0.7 KM 0751552.3 |
 HK0551| HK0545 5610                                 31.856 METERS 30719     |
 HK0551|---------------------------------------------------------------------|
 HK0551
 HK0551                          SUPERSEDED SURVEY CONTROL
 HK0551
 HK0551  ELLIP H (12/21/93) 1689.79   (m)                       GP(       ) 4 1
 HK0551  NAD 83(1986)-  37 29 42.86175(N)    104 10 07.97610(W) AD(       ) 1
 HK0551  NAD 27      -  37 29 42.82607(N)    104 10 06.05944(W) AD(       ) 1
 HK0551  NGVD 29 (11/20/87) 1708.72   (m)         5606.0    (f) LEVELING    3  
 HK0551
 HK0551.Superseded values are not recommended for survey control.
 HK0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0551.See file dsdata.txt to determine how the superseded data were derived.
 HK0551
 HK0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB7346850138(NAD 83)
 HK0551_MARKER: DH = HORIZONTAL CONTROL DISK
 HK0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0551_SP_SET: CONCRETE POST
 HK0551_STAMPING: DOUGHTY 1986
 HK0551_MARK LOGO: NGS   
 HK0551_MAGNETIC: N = NO MAGNETIC MATERIAL
 HK0551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0551+STABILITY: SURFACE MOTION
 HK0551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HK0551+SATELLITE: SATELLITE OBSERVATIONS - December 14, 1999
 HK0551
 HK0551  HISTORY     - Date     Condition        Report By
 HK0551  HISTORY     - 1985     MONUMENTED       USA
 HK0551  HISTORY     - 1985     GOOD             NGS
 HK0551  HISTORY     - 19860524 GOOD
 HK0551  HISTORY     - 19910415 GOOD             NGS
 HK0551  HISTORY     - 19991214 GOOD             NGS
 HK0551
 HK0551                          STATION DESCRIPTION
 HK0551
 HK0551'DESCRIBED BY US ARMY 1985 (LWD)
 HK0551'THE STATION IS LOCATED ABOUT 88.5 KM (55.0 MI)
 HK0551'SOUTHWEST OF LAJUNTA,
 HK0551'16.1 KM (10.0 MI) NORTHEAST OF MODEL ON THE EAST SIDE OF STATE
 HK0551'HIGHWAY 350,
 HK0551'0.3 KM (0.2 MI) NORTH OF THE RAILHEAD ENTRANCE,
 HK0551'0.7 KM (0.45 MI) SOUTH OF THE MAIN ENTRANCE TO PINON CANYON
 HK0551'MANEUVER SITE.
 HK0551'OWNERSHIP--U.S.ARMY,  CONTACT DIVISION ARTILLERY SURVEY INFORMATION
 HK0551'CENTER.  HHB 4TH INFANTRY DIVISION ARTILLERY, FORT CARSON, COLORADO
 HK0551'80913-5428.  TELEPHONE  303-579-2131..
 HK0551'
 HK0551'TO REACH THE STATION FROM THE MAIN ENTRANCE TO PINON CANYON
 HK0551'MANEUVER SITE. GO SOUTHWEST FOR 0.7 KM (0.45 MI) ON HIGHWAY 350 AND
 HK0551'THE STATION ON THE LEFT.
 HK0551'
 HK0551'THE STATION IS A STANDARD NGS DISK
 HK0551'STAMPED---DOUGHTY 1986---,
 HK0551'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HK0551'33 CM IN DIAMETER RECESSED 7.6 CM BELOW GROUND.  LOCATED
 HK0551'1.1 METERS (3.6 FT) SOUTH-SOUTHWEST FROM A WITNESS POST
 HK0551'1.2 METERS (3.9 FT) NORTH-NORTHEAST FROM A WITNESS POST
 HK0551'1.7 METERS (5.6 FT) EAST-SOUTHEAST FROM A BARBED WIRE FENCE
 HK0551'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 HK0551'STAMPED---DOUGHTY 1986---,
 HK0551'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 HK0551'
 HK0551'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 HK0551'STAMPED---DOUGHTY N0 1 1986---,
 HK0551'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HK0551'33 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 HK0551'0.6 METERS (2.1 FT) SOUTHEAST FROM A BARBED WIRE FENCE
 HK0551'1.2 METERS (4.0 FT) SOUTH-SOUTHWEST FROM A WITNESS POST
 HK0551'MARK IS LEVEL WITH THE STATION.
 HK0551'
 HK0551'REFERENCE MARK NO. 2 IS A STANDARD USGS DISK
 HK0551'STAMPED---5610---,
 HK0551'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 HK0551'30 CM ON SIDE PROJECTING 0.6 M ABOVE GROUND.  LOCATED
 HK0551'1.2 METERS (4.0 FT) NORTHEAST FROM A WITNESS POST
 HK0551'1.3 METERS (4.2 FT) SOUTHWEST FROM A WITNESS POST
 HK0551'1.3 METERS (4.3 FT) SOUTHEAST FROM A WITNESS POST
 HK0551'11.1 METERS (36.4 FT) NORTHWEST FROM THE CENTERLINE OF HIGHWAY 350
 HK0551'MARK IS 0.3 METERS ABOVE THE STATION.
 HK0551'
 HK0551'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 HK0551'STAMPED---DOUGHTY 1986---,
 HK0551'SET INTO THE TOP OF THE NORTH-WESTERN MOST CEMENT SUPPORT COLUMN
 HK0551'FOR THE WATER TOWER IN PINON CANYON MANEUVER SITE CONTONEMENT AREA.
 HK0551'0.3 METERS (0.9 FT) NORTHWEST FROM THE NORTHWEST SUPPORT LEG OF THE
 HK0551'WATER TOWER
 HK0551'TO REACH THE AZIMUTH FROM THE STATION,
 HK0551'GO NORTHEAST FOR 0.7 KM (0.45 MI) ON HIGHWAY 350 TO THE MAIN
 HK0551'ENTRANCE TO PINON CANYON MANEUVER SITE ON RIGHT.
 HK0551'TURN RIGHT AND GO EAST FOR 0.3 KM (0.2 MI) ON MAIN ROAD TO A ROAD
 HK0551'RIGHT.
 HK0551'TURN RIGHT AND GO SOUTH FOR 0.2 KM (0.15 MI) ON ON ROAD TO THE
 HK0551'WATER TOWER ON RIGHT.
 HK0551'
 HK0551'DESCRIBED BY LWD.
 HK0551
 HK0551                          STATION RECOVERY (1985)
 HK0551
 HK0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HK0551'RECOVERED IN GOOD CONDITION.
 HK0551
 HK0551                          STATION RECOVERY (1986)
 HK0551
 HK0551'RECOVERED 1986
 HK0551'RECOVERED IN GOOD CONDITION.
 HK0551
 HK0551                          STATION RECOVERY (1991)
 HK0551
 HK0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HK0551'STATION IS LOCATED ABOUT 45 KM (28.0 MI) NORTHEAST OF TRINIDAD, 8 KM
 HK0551'(5.0 MI) SOUTHWEST OF THATCHER, 0.67 KM (0.42 MI) SOUTHWEST OF THE
 HK0551'ENTRANCE TO THE US ARMY PINON CANYON MANEUVER SITE, ALONG US HIGHWAY
 HK0551'350, AT MILE 23.55, ACROSS THE RIGHT-OF-WAY FENCE, ON THE WEST EDGE
 HK0551'OF SECTION 30, T 29 S, R 60 W.  OWNERSHIP--US GOVERNMENT.
 HK0551'TO REACH FROM THE JUNCTION OF US HIGHWAYS 160 AND 350 (BESHOAR
 HK0551'JUNCTION), ABOUT 10 KM (6.2 MI) NORTHEAST OF TRINIDAD, GO NORTHEAST
 HK0551'ON HIGHWAY 350 FOR 10.43 KM (6.48 MI) TO THE BRIDGE OVER THE
 HK0551'PURGATOIRE RIVER.  CONTINUE AHEAD FOR 26.35 KM (16.37 MI) TO A
 HK0551'RAILROAD SIDING CROSSING.  CONTINUE AHEAD FOR 0.40 KM (0.25 MI) TO
 HK0551'THE STATION ON THE RIGHT.
 HK0551'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST 10 CM
 HK0551'BELOW GROUND AND SURROUNDED BY A METAL-LINED CONCRETE DOUGHNUT 1.2 M
 HK0551'(3.9 FT) IN DIAMETER AND PROJECTING 20 CM.  IT IS 20.6 M (67.6 FT)
 HK0551'SOUTHEAST OF, AND 1 M (3.3 FT) LOWER THAN THE HIGHWAY CENTER, 48.5 M
 HK0551'(159.1 FT) SOUTHWEST OF A UTILITY POLE ATTACHED TO A SAWED-OFF POLE,
 HK0551'1.7 M (5.6 FT) SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 1.1 M (3.6 FT)
 HK0551'NORTHEAST OF A FIBERGLASS WITNESS POST, 1.2 M (3.9 FT) SOUTHWEST OF A
 HK0551'FIBERGLASS WITNESS POST AND ACROSS HIGHWAY FROM STATION 5610 USGS.
 HK0551'DESCRIBED BY G.R.HEID
 HK0551
 HK0551                          STATION RECOVERY (1999)
 HK0551
 HK0551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999
 HK0551'RECOVERED AS DESCRIBED.
 HK0551' 
 HK0551'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0570 ***********************************************************************
 LN0570  DESIGNATION -  DOUGLAS
 LN0570  PID         -  LN0570
 LN0570  STATE/COUNTY-  CO/MOFFAT
 LN0570  USGS QUAD   -  JACK SPRINGS (1972)
 LN0570
 LN0570                         *CURRENT SURVEY CONTROL
 LN0570  ___________________________________________________________________
 LN0570* NAD 83(1992)-  40 38 43.11956(N)    108 52 13.09499(W)     ADJUSTED  
 LN0570* NAVD 88     -      2552.0    (meters)    8373.     (feet)  VERTCON   
 LN0570  ___________________________________________________________________
 LN0570  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 LN0570  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 LN0570
 LN0570  HORZ ORDER  -  THIRD
 LN0570
 LN0570.The horizontal coordinates were established by classical geodetic methods
 LN0570.and adjusted by the National Geodetic Survey in November 1997..
 LN0570
 LN0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0570
 LN0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0570
 LN0570.The geoid height was determined by GEOID03.
 LN0570
 LN0570;                    North         East     Units Scale Factor Converg.
 LN0570;SPC CO N     -   455,890.432   629,400.221   MT  0.99998052   -2 10 39.6
 LN0570;SPC CO N     - 1,495,700.53  2,064,957.23   sFT  0.99998052   -2 10 39.6
 LN0570;UTM  12      - 4,501,564.923   680,073.754   MT  0.99999915   +1 23 15.4
 LN0570
 LN0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0570!SPC CO N     -   0.99960222  x   0.99998052  =   0.99958275
 LN0570!UTM  12      -   0.99960222  x   0.99999915  =   0.99960137
 LN0570
 LN0570:                Primary Azimuth Mark                     Grid Az
 LN0570:SPC CO N     -  ZENOBIA                                  181 53 46.9
 LN0570:UTM  12      -  ZENOBIA                                  178 19 51.9
 LN0570
 LN0570|---------------------------------------------------------------------|
 LN0570| PID    Reference Object                     Distance      Geod. Az  |
 LN0570|                                                           dddmmss.s |
 LN0570| LN0571 ZENOBIA                             APPROX. 4.2 KM 1794307.3 |
 LN0570|---------------------------------------------------------------------|
 LN0570
 LN0570                          SUPERSEDED SURVEY CONTROL
 LN0570
 LN0570  NAD 83(1992)-  40 38 43.11706(N)    108 52 13.08820(W) AD(       ) 3
 LN0570  NAD 83(1992)-  40 38 43.10433(N)    108 52 13.08633(W) AD(       ) 3
 LN0570  NAD 83(1986)-  40 38 43.10427(N)    108 52 13.08640(W) AD(       ) 3
 LN0570  NAD 27      -  40 38 43.23383(N)    108 52 10.67060(W) AD(       ) 3
 LN0570  NGVD 29 (07/19/86) 2550.6    (m)         8368.     (f) VERT ANG       
 LN0570
 LN0570.Superseded values are not recommended for survey control.
 LN0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0570.See file dsdata.txt to determine how the superseded data were derived.
 LN0570
 LN0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL8007401565(NAD 83)
 LN0570
 LN0570  HISTORY     - Date     Condition        Report By
 LN0570  HISTORY     - 1939     MONUMENTED       USGS
 LN0570  HISTORY     - 1966     GOOD             USGS
 LN0570
 LN0570                          STATION DESCRIPTION
 LN0570
 LN0570'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LN0570'RECOVERED, REDESCRIBED AS FOLLOWS, STATION LOCATED IN
 LN0570'W. 1/2 OF SEC.16, T.8 N., R.102 W. ON HIGHEST PART OF E-W. RIDGE WITH
 LN0570'SCATTERED TIMBER AND MOHOGANY.
 LN0570'
 LN0570'TO REACH STATION FROM GREYSTONE, COLORADO GO N. 0.5 MI. TO JUNCTION OF
 LN0570'COUNTY RD.10 AND 112.  TURN LEFT AND FOLLOW COUNTY RD. 112 TO
 LN0570'STRAUSBAUGH RANCH, TURN RIGHT ALONG FENCE LINE NEAR STRAUSBAUGH RANCH
 LN0570'AND FOLLOW RD. DOWN INTO JACKS SPRINGS AND OLD BURN AREA.  THIS IS
 LN0570'11.9 MI. FROM JUNCTION OF 10 AND 112.  FROM THIS POINT PROCEED W.
 LN0570'ALONG TRACK RD. AND UP BULLDOZED GRADE ONTO SHELF TO N. OF ROCKY E-W.
 LN0570'RIDGE.  TRAVEL ABOUT 2.8 MI. AFTER CROSSING SMALL STREAM TO TOP OF
 LN0570'SHELF AND END OF TRUCK TRAVEL.  PACK UP STEEP SLOPE TO S. AND STATION.
 LN0570'ABOUT 1 HOUR PACK.  ONLY A SMALL JEEP IS POSSIBLE TO DRIVE UP
 LN0570'BULDOZED GRADE AND ONTO SHELF TO N. OF STATION SITE BECAUSE THE TRACK
 LN0570'RD. IS NARROW, STEEP AND ROCKY.
 LN0570'
 LN0570'STATION MARK - STANDARD BRONZE TABLET CEMENTED IN SOLID ROCK, STAMPED
 LN0570'---DOUGLAS 1939---.
 LN0570'
 LN0570'REFERENCE MARK NO.1 - STANDARD BRONZE REFERENCE TABLET CEMENTED IN
 LN0570'SOLID ROCK 34.80 FT. FROM STATION, N 69 DEG 30 MIN W,
 LN0570'STAMPED ---DOUGLAS NO.1---.
 LN0570'
 LN0570'REFERENCE MARK NO.2 - STANDARD BRONZE REFERENCE TABLET  CEMENTED IN
 LN0570'SOLID ROCK 30.30 FT. FROM STATION, N 23 DEG 23 MIN E,
 LN0570'STAMPED ---DOUGLAS NO.2---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1671 ***********************************************************************
 KK1671  DESIGNATION -  DOUGLAS
 KK1671  PID         -  KK1671
 KK1671  STATE/COUNTY-  CO/DOUGLAS
 KK1671  USGS QUAD   -  PINEY CREEK (1994)
 KK1671
 KK1671                         *CURRENT SURVEY CONTROL
 KK1671  ___________________________________________________________________
 KK1671* NAD 83(1992)-  39 31 17.09319(N)    104 40 01.37184(W)     ADJUSTED  
 KK1671* NAVD 88     -      1956.1    (meters)    6418.     (feet)  GPS OBS   
 KK1671  ___________________________________________________________________
 KK1671  X           -  -1,247,825.274 (meters)                     COMP
 KK1671  Y           -  -4,767,596.449 (meters)                     COMP
 KK1671  Z           -   4,038,371.548 (meters)                     COMP
 KK1671  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 KK1671  ELLIP HEIGHT-        1938.68  (meters)          (12/03/02) GPS OBS
 KK1671  GEOID HEIGHT-         -17.53  (meters)                     GEOID03
 KK1671
 KK1671  HORZ ORDER  -  FIRST
 KK1671  ELLP ORDER  -  FOURTH    CLASS II
 KK1671
 KK1671.The horizontal coordinates were established by GPS observations
 KK1671.and adjusted by the National Geodetic Survey in December 1994..
 KK1671
 KK1671.The orthometric height was determined by GPS observations and a
 KK1671.high-resolution geoid model.
 KK1671
 KK1671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK1671
 KK1671.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1671
 KK1671.The ellipsoidal height was determined by GPS observations
 KK1671.and is referenced to NAD 83.
 KK1671
 KK1671.The geoid height was determined by GEOID03.
 KK1671
 KK1671;                    North         East     Units Scale Factor Converg.
 KK1671;SPC CO C     -   492,521.560   986,021.241   MT  0.99996277   +0 31 31.2
 KK1671;SPC CO C     - 1,615,881.15  3,234,971.35   sFT  0.99996277   +0 31 31.2
 KK1671;UTM  13      - 4,374,694.053   528,618.152   MT  0.99961008   +0 12 42.8
 KK1671
 KK1671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1671!SPC CO C     -   0.99969594  x   0.99996277  =   0.99965872
 KK1671!UTM  13      -   0.99969594  x   0.99961008  =   0.99930614
 KK1671
 KK1671:                Primary Azimuth Mark                     Grid Az
 KK1671:SPC CO C     -  PARKER RADIO STA KOA TOWER               258 43 45.2
 KK1671:UTM  13      -  PARKER RADIO STA KOA TOWER               259 02 33.6
 KK1671
 KK1671|---------------------------------------------------------------------|
 KK1671| PID    Reference Object                     Distance      Geod. Az  |
 KK1671|                                                           dddmmss.s |
 KK1671| KK1694 PARKER RADIO STA KOA TOWER          APPROX. 8.8 KM 2591516.4 |
 KK1671| KK1679 DOUGLAS AZ MK                       APPROX. 1.6 KM 2711546.0 |
 KK1671| CP7025 DOUGLAS RM 2                          8.179 METERS 28718     |
 KK1671| KK1673 PARKER FAA RADAR SCREEN             APPROX. 8.4 KM 3442659.6 |
 KK1671| CP7024 DOUGLAS RM 1                         20.067 METERS 35034     |
 KK1671|---------------------------------------------------------------------|
 KK1671
 KK1671                          SUPERSEDED SURVEY CONTROL
 KK1671
 KK1671  ELLIP H (12/14/94) 1938.73   (m)                       GP(       ) 3 1
 KK1671  NAD 83(1992)-  39 31 17.09340(N)    104 40 01.37365(W) AD(       ) 1
 KK1671  NAD 83(1986)-  39 31 17.08748(N)    104 40 01.37250(W) AD(       ) 1
 KK1671  NAD 27      -  39 31 17.12700(N)    104 39 59.47500(W) AD(       ) 1
 KK1671  NGVD 29 (07/19/86) 1955.19   (m)         6414.7    (f) LEVELING    3  
 KK1671
 KK1671.Superseded values are not recommended for survey control.
 KK1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1671.See file dsdata.txt to determine how the superseded data were derived.
 KK1671
 KK1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED2861874694(NAD 83)
 KK1671_MARKER: DS = TRIANGULATION STATION DISK
 KK1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK1671_MARK LOGO: CGS   
 KK1671_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1671+STABILITY: SURFACE MOTION
 KK1671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1671+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1994
 KK1671
 KK1671  HISTORY     - Date     Condition        Report By
 KK1671  HISTORY     - 1912     MONUMENTED       CGS
 KK1671  HISTORY     - 1934     GOOD             COGS
 KK1671  HISTORY     - 1934     GOOD             CGS
 KK1671  HISTORY     - 1960     GOOD             CGS
 KK1671  HISTORY     - 1968     GOOD             USAF
 KK1671  HISTORY     - 1969     GOOD             LOCENG
 KK1671  HISTORY     - 1977     GOOD             NGS
 KK1671  HISTORY     - 1977     GOOD             NGS
 KK1671  HISTORY     - 19900612 GOOD             LOCSUR
 KK1671  HISTORY     - 19940312 GOOD             MSAM
 KK1671
 KK1671                          STATION DESCRIPTION
 KK1671
 KK1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (CVH)
 KK1671'ABOUT 7 MILES EAST OF PARKER ON THE SOUTH SIDE OF THE SECTION
 KK1671'ROAD RUNNING EAST FROM THAT TOWN, ABOUT 5 FEET SOUTH OF THE SOUTH
 KK1671'ROAD FENCE AT THE HIGHEST POINT OF THE ROAD IN THAT VICINITY.
 KK1671'THE STATION IS ON LAND BELONGING TO ANDREW JOHNSON, NEAR THE
 KK1671'MIDDLE OF THE NORTH SIDE OF SEC. 21, T. 6 S., R. 65 W., AND IS
 KK1671'MARKED.  A REFERENCE MARK,
 KK1671'IS IN THE FENCE LINE ON THE OPPOSITE
 KK1671'SIDE OF THE ROAD, 20.06 METERS (65.8 FEET) FROM THE STATION
 KK1671'N 09 DEG 27 MIN W.
 KK1671
 KK1671                          STATION RECOVERY (1934)
 KK1671
 KK1671'RECOVERY NOTE BY COLORADO GEODETIC SURVEY 1934
 KK1671'RECOVERED IN 1934 BY COLORADO GEOD. SURVEY FROM ORIGINAL
 KK1671'DESCRIPTION COPIED BELOW.  NO COMMENTS WERE MADE BY THE
 KK1671'FIELD PARTY REGARDING CONDITION OF MARK AND CORRECTNESS
 KK1671'OF DESCRIPTION.
 KK1671'
 KK1671'ABOUT 7 MILES EAST OF PARKER ON THE SOUTH SIDE OF THE SECTION
 KK1671'ROAD RUNNING EAST FROM THAT TOWN, ABOUT 5 FEET SOUTH OF THE
 KK1671'SOUTH ROAD FENCE AT THE HIGHEST POINT OF THE ROAD IN THAT
 KK1671'VICINITY.  THE STATION IS ON LAND BELONGING TO ANDREW JOHNSON,
 KK1671'NEAR THE MIDDLE OF THE NORTH SIDE OF SEC. 21, T. 6 S., R. 65 W.,
 KK1671'AND IS MARKED.  A REFERENCE
 KK1671'MARK IS IN THE FENCE LINE ON THE
 KK1671'OPPOSITE SIDE OF THE ROAD, 20.06 METERS (65.8 FEET) FROM THE
 KK1671'STATION N 09 DEG 27 MIN W.
 KK1671'
 KK1671'STATION REPORTED TO BE 5 MILES EAST OF PARKER INSTEAD OF 7
 KK1671'MILES.
 KK1671
 KK1671                          STATION RECOVERY (1934)
 KK1671
 KK1671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WAP)
 KK1671'ORIGINAL DESCRIPTION IS CORRECT WITH THE EXCEPTION THAT STATION
 KK1671'IS ABOUT 5 MILES EAST OF PARKER INSTEAD OF 7 MILES.
 KK1671
 KK1671                          STATION RECOVERY (1960)
 KK1671
 KK1671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 KK1671'STATION WAS RECOVERED AND THE STATION MARK AND REFERENCE MARK 1
 KK1671'WERE FOUND IN GOOD CONDITION.  REFERENCE MARK 2 AND AN AZIMUTH
 KK1671'MARK WERE ESTABLISHED.  THE PROPERTY NOW BELONGS TO OLA ASHLOCK
 KK1671'OF DENVER.  FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 KK1671'
 KK1671'STATION IS LOCATED ON THE SOUTH SIDE OF A SECTION LINE ROAD
 KK1671'ABOUT 5-1/2 MILES EAST OF PARKER IN THE NORTH PART OF SECTION
 KK1671'21, T 6 S, R 65 W.
 KK1671'
 KK1671'REACHED FROM THE INTERSECTION OF STATE HIGHWAY 83 AND THE MAIN
 KK1671'THOROUGHFARE IN THE WEST PART OF PARKER BY GOING EAST ON A
 KK1671'MACADAM ROAD TO THE EAST EDGE OF PARKER, CONTINUE EAST ON GRAVELED
 KK1671'ROAD FOR 3.5 MILES TO A T-ROAD LEFT, CONTINUE EAST ON GRAVELED
 KK1671'ROAD FOR 0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE
 KK1671'EAST 1 MILE TO STATION.
 KK1671'
 KK1671'STATION MARKS ARE STANDARD DISKS, NOT STAMPED.  THE SURFACE
 KK1671'MARK IS SET IN THE TOP OF A 10-INCH, SQUARE CONCRETE POST FLUSH
 KK1671'WITH THE GROUND SURFACE.  IT IS 40 FEET SOUTH OF THE
 KK1671'CENTER OF THE GRAVELED ROAD, 33 FEET WEST OF A TELEPHONE POLE, 7
 KK1671'FEET SOUTH OF A WIRE FENCE AND 3.7 FEET SOUTHWEST OF A METAL
 KK1671'WITNESS POST.
 KK1671'
 KK1671'REFERENCE MARK 1 IS A STANDARD DISK, NOT STAMPED, SET IN THE TOP
 KK1671'OF A CYLINDRICAL CONCRETE POST 6 INCHES IN DIAMETER AND FLUSH
 KK1671'WITH THE GROUND SURFACE.  IT IS IN THE FENCE LINE ON THE NORTH
 KK1671'SIDE OF THE ROAD AND IS 25 FEET NORTH OF THE CENTER OF THE ROAD.
 KK1671'
 KK1671'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DOUGLAS 1912 NO 2
 KK1671'1960, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 KK1671'PROJECTING 6 INCHES.  IT IS 58 FEET WEST OF THE TELEPHONE POLE
 KK1671'AND 32 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD.  IT IS IN
 KK1671'THE FENCE LINE ON THE SOUTH SIDE OF THE ROAD.
 KK1671'
 KK1671'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DOUGLAS 1960, SET IN
 KK1671'THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 6 INCHES.  IT
 KK1671'IS 37 FEET EAST OF THE EAST END OF METAL GATE, 29 FEET SOUTH OF THE
 KK1671'CENTER OF A GRAVELED ROAD, 2.5 FEET NORTH OF A WIRE FENCE AND
 KK1671'1.8 FEET NORTH OF A METAL WITNESS POST.
 KK1671'
 KK1671'DISTANCE BETWEEN REFERENCE MARKS IS 58.90 FEET OR 17.952 METERS.
 KK1671
 KK1671                          STATION RECOVERY (1968)
 KK1671
 KK1671'RECOVERY NOTE BY US AIR FORCE 1968
 KK1671'STATION AND REFERENCE MARK RECOVERED IN GOOD CONDITION AS
 KK1671'DESCRIBED EXCEPT THAT THE REFERENCE MARK IS ON THE SAME SIDE OF
 KK1671'ROAD AS STATION.
 KK1671
 KK1671                          STATION RECOVERY (1969)
 KK1671
 KK1671'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969 (MWT)
 KK1671'STATION RECOVERED BY KEN R. WHITE CO.
 KK1671'
 KK1671'STATION RECOVERED AS DESCRIBED.
 KK1671
 KK1671                          STATION RECOVERY (1977)
 KK1671
 KK1671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KK1671'STATION MARK, REFERENCE MARKS 1,2 AND THE AZIMUTH MARK WERE ALL
 KK1671'RECOVERED AND ARE IN GOOD CONDITION.  DISTANCE AND DIRECTION TO
 KK1671'REFERENCE MARK 2 CHECKED ADEQUATELY.  DISTANCE TO REFERENCE MARK
 KK1671'1 WAS LONG BY 0.010 METERS AND ANGLE WAS HIGH BY 3-1/2
 KK1671'MINUTES.  REFERENCE MARK NUMBER 1 IS NOW BELOW GROUND SURFACE
 KK1671'BUT IS UPRIGHT AND SOLID IN GROUND.
 KK1671'
 KK1671'STATION IS REACHED FROM THE JUNCTION OF COUNTY ROADS 8 AND 45
 KK1671'WHICH IS AT THE EAST EDGE OF PARKER.  GO EASTERLY ON COUNTY ROAD
 KK1671'8 (SURFACED) FOR 1.1 MILES TO THE END OF THE SURFACED PORTION OF
 KK1671'ROAD.  CONTINUE EAST ON COUNTY ROAD 8 (GRAVELED) FOR 2.1 MILES TO
 KK1671'THE JUNCTION WITH TOMAHAWK ROAD.  CONTINUE EAST ON ROAD 8 FOR 0.7
 KK1671'MILE TO TOP OF A RISE TO A SIGN DUNCAN KENNELS ON LEFT AND
 KK1671'THE AZIMUTH MARK ON THE RIGHT, ON ROAD RIGHT-OF-WAY.  CONTINUE
 KK1671'EAST ON ROAD 8 FOR 1.0 MILE TO THE STATION MARK ON RIGHT,
 KK1671'INSIDE FENCED PASTURE.
 KK1671'
 KK1671'STATION IS A STANDARD STATION MARK DISK, NOT STAMPED, SET IN THE
 KK1671'TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  MARK
 KK1671'IS 40 FEET SOUTH OF THE APPROXIMATE CENTER OF COUNTY ROAD 8
 KK1671'(GRAVELED), 18-1/2 FEET SOUTHEAST OF AN UNDERGROUND TELEPHONE LINE
 KK1671'CABLE JUNCTION BOX, 7.3 FEET SOUTH OF A EAST-WEST FENCELINE AND
 KK1671'7 FEET SOUTH OF A METAL WITNESS POST.
 KK1671'
 KK1671'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK, NOT
 KK1671'STAMPED, SET IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS
 KK1671'ABOUT 3 INCHES BELOW THE GROUND SURFACE.  MARK IS 43 FEET WEST
 KK1671'OF A POWERLINE POLE, 25 FEET NORTH OF THE APPROXIMATE CENTER OF
 KK1671'THE ROAD, 3.5 FEET SOUTH OF AN EAST-WEST FENCELINE AND 2.0 FEET
 KK1671'SOUTH OF A METAL WITNESS POST.
 KK1671'
 KK1671'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 KK1671'DOUGLAS 1912 NO 2 1960, SET IN THE TOP OF A SQUARE CONCRETE
 KK1671'MONUMENT PROJECTING ABOUT 5 INCHES.  MARK IS 33 FEET SOUTH OF THE
 KK1671'APPROXIMATE CENTER OF THE ROAD, 12 FEET WEST-SOUTHWEST OF THE
 KK1671'UNDERGROUND TELEPHONE CABLE JUNCTION BOX AND 5 FEET NORTH OF AN
 KK1671'EAST-WEST FENCE LINE.
 KK1671'
 KK1671'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED DOUGLAS
 KK1671'1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 KK1671'ABOUT 4 INCHES.  MARK IS 69 FEET SOUTHEAST OF THE ENTRANCE
 KK1671'DRIVEWAY TO THE DUNCAN KENNELS, 50 FEET EAST OF THE CENTER OF A
 KK1671'METAL AND WIRE GATE, 31 FEET SOUTH OF COUNTY ROAD 8, 3 FEET NORTH
 KK1671'OF AN EAST-WEST FENCE LINE AND 2 FEET NORTHEAST OF A METAL
 KK1671'WITNESS POST.
 KK1671'
 KK1671'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KK1671'APPROX 5 MILES EAST OF PARKER.
 KK1671
 KK1671                          STATION RECOVERY (1977)
 KK1671
 KK1671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1671'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH
 KK1671'MARK WERE RECOVERED IN GOOD CONDITION.  A LONGER DISTANCE OF
 KK1671'0.007 METER OR 0.04 FOOT TO REFERENCE MARK 1 WAS NOTED, AND
 KK1671'VERIFIED.  THE DIRECTION TO REFERENCE MARK 2 WAS 5 MINUTES
 KK1671'48.85 SECONDS GREATER THAN THE 1934 OBSERVATIONS.  DUE TO
 KK1671'CHANGES A NEW DESCRIPTION FOLLOWS-
 KK1671'
 KK1671'THE STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF AURORA
 KK1671'13 MILES NORTHEAST OF CASTLE ROCK, 5 MILES EAST OF PARKER,
 KK1671'IN SECTION 21, T6 S, R65 W, AT THE HIGHEST POINT OF THE ROAD
 KK1671'IN THAT VICINITY.
 KK1671'
 KK1671'TO REACH THE STATION FROM THE PARKER UNITED METHODIST CHURCH
 KK1671'AT THE EAST EDGE OF PARKER, GO EAST ON PAVED ROAD FOR 1.5
 KK1671'MILES TO THE END OF PAVEMENT.  CONTINUE EASTERLY ON GRAVEL
 KK1671'ROAD FOR 2.9 MILES TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE
 KK1671'EASTERLY FOR 1 MILE TO THE STATION ON THE RIGHT.
 KK1671'
 KK1671'STATION MARK, NO STAMPING---, A STANDARD DISK SET IN THE TOP
 KK1671'OF A 6-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH.
 KK1671'IT IS 42 FEET SOUTH OF CENTER OF THE GRAVEL ROAD, 18 FEET
 KK1671'SOUTH-SOUTHEAST OF A UNDERGROUND TELEPHONE JUNCTION BOX, 8
 KK1671'FEET SOUTH OF A FENCE, AND 7.1 FEET SOUTH OF A METAL WITNESS
 KK1671'POST.  NO DATA AVAILABLE CONCERNING THE UNDERGROUND MARK.
 KK1671'
 KK1671'REFERENCE MARK 1, NO STAMPING---, A STANDARD DISK SET IN THE
 KK1671'TOP OF A 6-INCH ROUND CONCRETE MONUMENT THAT PROJECTS 6 INCHES.
 KK1671'IT IS 26 FEET NORTH OF CENTER OF THE ROAD, 3.6 FEET SOUTH OF
 KK1671'A FENCE, AND 2 FEET SOUTH OF A METAL WITNESS POST.
 KK1671'
 KK1671'REFERENCE MARK 2, STAMPED---DOUGLAS 1912 NO 2 1960---, A
 KK1671'STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 KK1671'MONUMENT THAT PROJECTS 4 INCHES.  IT IS 33.5 FEET SOUTH OF
 KK1671'CENTER OF THE GRAVEL ROAD, 26 FEET WEST OF A METAL WITNESS
 KK1671'POST, AND 1 FOOT NORTH OF A FENCE.
 KK1671'
 KK1671'AZIMUTH MARK, STAMPED---DOUGLAS 1960---, A STANDARD DISK SET
 KK1671'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 KK1671'3 INCHES.  IT IS 48 FEET NORTH-NORTHEAST OF CENTER OF A
 KK1671'GRAVELED ROAD,
 KK1671'31 FEET SOUTH OF CENTER OF A ROAD, 5 FEET NORTHWEST OF A RAIL
 KK1671'FENCE, AND 2 FEET NORTH OF A METAL WITNESS POST.
 KK1671'
 KK1671'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 KK1671'HEIGHT OF LIGHT ABOVE STATION WAS 26.4 METERS.
 KK1671
 KK1671                          STATION RECOVERY (1990)
 KK1671
 KK1671'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1990 (URS)
 KK1671'RECOVERED IN GOOD CONDITION.
 KK1671
 KK1671                          STATION RECOVERY (1994)
 KK1671
 KK1671'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1994
 KK1671'THE STATION IS LOCATED ABOUT 5 MILE (8.0 KM) EAST OF THE TOWN OF
 KK1671'PARKER COLORADO, IN SECTION 21, TOWNSHIP 6 SOUTH, RANGE 65 WEST OF THE
 KK1671'6TH P.M. OWNERSHIP--ROGER S. VOLD 3300 S. PARKER RD. STE.101, AURORA,
 KK1671'COLO. 80014. TO REACH THE STATION FROM THE INTERSECTION OF STATE
 KK1671'HIGHWAY 83 (PARKER ROAD) AND EAST MAIN STREET IN PARKER, COLO, GO 5.3
 KK1671'MILES (8.5 KM) EAST ON EAST MAIN STREET (EAST PARKER ROAD) ALSO KNOWN
 KK1671'AS COUNTY ROAD 8, TO THE STATION ON THE SOUTH SIDE OF THE ROAD, AT THE
 KK1671'TOP OF A HILL. THE STATION IS A 3.5 IN. BRASS DISK IN A 7 IN. SQ.
 KK1671'CONCRETE POST FLUSH WITH THE GROUND ON TOP OF THE ROAD CUT, 7.6 FEET
 KK1671'(2.3 M) SOUTH OF THE SOUTH 5.5 FT. TALL RIGHT OF WAY FENCE, 6 FEET
 KK1671'(1.8 M) ABOVE THE ROAD, 7.1 FEET (2.2 M) SOUTH OF A METAL NGS WITNESS
 KK1671'POST AND SIGN, 11 FEET (3.4 M) SOUTH OF THE TOP OF THE CUT, 26.9 FEET
 KK1671'(8.2 M) EAST-SOUTHEAST OF REFERENCE MARK 2 FOR DOUGLAS 1912, 44 FEET
 KK1671'(13.4 M) SOUTH OF THE DOUBLE YELLOW STRIPE AT THE CENTER OF EAST
 KK1671'PARKER ROAD, 17.9 FEET (5.5 M) SOUTHEAST OF A PHONE PEDESTAL.
 KK1671'APROXIMATELY 0.3 MILES (0.5 KM) WEST OF DELBERT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1918 ***********************************************************************
 KK1918  DESIGNATION -  DOUGLAS
 KK1918  PID         -  KK1918
 KK1918  STATE/COUNTY-  CO/GILPIN
 KK1918  USGS QUAD   -  BLACK HAWK (1963)
 KK1918
 KK1918                         *CURRENT SURVEY CONTROL
 KK1918  ___________________________________________________________________
 KK1918* NAD 83(1992)-  39 47 57.07014(N)    105 23 50.52357(W)     ADJUSTED  
 KK1918* NAVD 88     -      3046.     (meters)    9993.     (feet)  SCALED    
 KK1918  ___________________________________________________________________
 KK1918  LAPLACE CORR-         -16.63  (seconds)                    DEFLEC99
 KK1918  GEOID HEIGHT-         -14.02  (meters)                     GEOID03
 KK1918
 KK1918  HORZ ORDER  -  THIRD
 KK1918
 KK1918.The horizontal coordinates were established by classical geodetic methods
 KK1918.and adjusted by the National Geodetic Survey in January 1993..
 KK1918
 KK1918.The orthometric height was scaled from a topographic map.
 KK1918
 KK1918.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1918
 KK1918.The geoid height was determined by GEOID03.
 KK1918
 KK1918;                    North         East     Units Scale Factor Converg.
 KK1918;SPC CO N     -   356,529.188   923,191.510   MT  0.99998771   +0 03 58.7
 KK1918;SPC CO N     - 1,169,712.84  3,028,837.48   sFT  0.99998771   +0 03 58.7
 KK1918;UTM  13      - 4,405,544.743   465,981.615   MT  0.99961425   -0 15 15.7
 KK1918
 KK1918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1918!SPC CO N     -   0.99952451  x   0.99998771  =   0.99951223
 KK1918!UTM  13      -   0.99952451  x   0.99961425  =   0.99913895
 KK1918
 KK1918:                Primary Azimuth Mark                     Grid Az
 KK1918:SPC CO N     -  TOM                                      064 06 52.6
 KK1918:UTM  13      -  TOM                                      064 26 07.0
 KK1918
 KK1918|---------------------------------------------------------------------|
 KK1918| PID    Reference Object                     Distance      Geod. Az  |
 KK1918|                                                           dddmmss.s |
 KK1918| KK1910 TOM                                 APPROX. 4.3 KM 0641051.3 |
 KK1918|---------------------------------------------------------------------|
 KK1918
 KK1918                          SUPERSEDED SURVEY CONTROL
 KK1918
 KK1918  NAD 83(1986)-  39 47 57.06769(N)    105 23 50.52187(W) AD(       ) 3
 KK1918  NAD 27      -  39 47 57.11227(N)    105 23 48.54627(W) AD(       ) 3
 KK1918
 KK1918.Superseded values are not recommended for survey control.
 KK1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1918.See file dsdata.txt to determine how the superseded data were derived.
 KK1918
 KK1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE6598205545(NAD 83)
 KK1918_MARKER: DD = SURVEY DISK
 KK1918_SETTING: 66 = SET IN ROCK OUTCROP
 KK1918_SP_SET: SET IN ROCK OUTCROP
 KK1918_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1918+STABILITY: POSITION/ELEVATION WELL
 KK1918
 KK1918  HISTORY     - Date     Condition        Report By
 KK1918  HISTORY     - 1903     MONUMENTED       USGS
 KK1918
 KK1918                          STATION DESCRIPTION
 KK1918
 KK1918'DESCRIBED BY US GEOLOGICAL SURVEY 1903 (HLB)
 KK1918'ON MOUNTAIN OF THAT NAME, 1.5 MI. S. OF GOLDEN AND BLACKHAWK ROAD AND
 KK1918'4 MI. E. OF CENTRAL CITY.
 KK1918'
 KK1918'STATION MARK--A BRONZE TRIANGULATION TABLET CEMENTED IN SOLID ROCK
 KK1918'NEAR HIGHEST POINT OF MOUNTAIN.
 KK1918'
 KK1918'NOTE BY T. T. RANNEY--RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2020 ***********************************************************************
 KK2020  DESIGNATION -  DOUGLAS
 KK2020  PID         -  KK2020
 KK2020  STATE/COUNTY-  CO/CLEAR CREEK
 KK2020  USGS QUAD   -  EMPIRE (1974)
 KK2020
 KK2020                         *CURRENT SURVEY CONTROL
 KK2020  ___________________________________________________________________
 KK2020* NAD 83(1992)-  39 45 07.09575(N)    105 40 34.13478(W)     ADJUSTED  
 KK2020* NAVD 88     -      2912.4    (meters)    9555.     (feet)  VERTCON   
 KK2020  ___________________________________________________________________
 KK2020  LAPLACE CORR-          -7.09  (seconds)                    DEFLEC99
 KK2020  GEOID HEIGHT-         -12.49  (meters)                     GEOID03
 KK2020
 KK2020  HORZ ORDER  -  THIRD
 KK2020
 KK2020.The horizontal coordinates were established by classical geodetic methods
 KK2020.and adjusted by the National Geodetic Survey in January 1993..
 KK2020
 KK2020.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2020
 KK2020.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2020
 KK2020.The geoid height was determined by GEOID03.
 KK2020
 KK2020;                    North         East     Units Scale Factor Converg.
 KK2020;SPC CO C     -   517,805.477   899,305.547   MT  1.00000039   -0 06 39.9
 KK2020;SPC CO C     - 1,698,833.47  2,950,471.62   sFT  1.00000039   -0 06 39.9
 KK2020;UTM  13      - 4,400,447.585   442,075.638   MT  0.99964131   -0 25 56.6
 KK2020
 KK2020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2020!SPC CO C     -   0.99954527  x   1.00000039  =   0.99954566
 KK2020!UTM  13      -   0.99954527  x   0.99964131  =   0.99918674
 KK2020
 KK2020:                Primary Azimuth Mark                     Grid Az
 KK2020:SPC CO C     -  MILLER                                   359 45 50.6
 KK2020:UTM  13      -  MILLER                                   000 05 07.3
 KK2020
 KK2020|---------------------------------------------------------------------|
 KK2020| PID    Reference Object                     Distance      Geod. Az  |
 KK2020|                                                           dddmmss.s |
 KK2020| KK2021 MILLER                              APPROX. 2.2 KM 3593910.7 |
 KK2020|---------------------------------------------------------------------|
 KK2020
 KK2020                          SUPERSEDED SURVEY CONTROL
 KK2020
 KK2020  NAD 83(1986)-  39 45 07.09650(N)    105 40 34.13223(W) AD(       ) 3
 KK2020  NAD 27      -  39 45 07.13625(N)    105 40 32.12631(W) AD(       ) 3
 KK2020  NGVD 29 (07/19/86) 2910.9    (m)         9550.     (f) VERT ANG       
 KK2020
 KK2020.Superseded values are not recommended for survey control.
 KK2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2020.See file dsdata.txt to determine how the superseded data were derived.
 KK2020
 KK2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE4207600448(NAD 83)
 KK2020
 KK2020  HISTORY     - Date     Condition        Report By
 KK2020  HISTORY     - UNK      MONUMENTED       BOR
 KK2020  HISTORY     - 1951     GOOD             USGS
 KK2020
 KK2020                          STATION DESCRIPTION
 KK2020
 KK2020'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 KK2020'STATION LOCATED ON HIGHEST POINT OF DOUGLAS MT., 0.75 MI. S. OF
 KK2020'EMPIRE.
 KK2020'
 KK2020'STATION BEST REACHED BY GOING 1.25 MI. S. OF EMPIRE TO SADDLE.  FROM
 KK2020'HERE HIKE ALONG RIDGE TO HIGH POINT AND STATION.
 KK2020'
 KK2020'STATION MARK--STANDARD BOR  TRIANGULATION TABLET SET IN CEMENT IN
 KK2020'SOLID ROCK.
 KK2020'
 KK2020'REFERENCE MARK--REFERENCE MARK NO. 1 IS 12.00 FT. DISTANT,
 KK2020'N 88 DEG 58 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5138 ***********************************************************************
 AC5138  DESIGNATION -  DOUGLAS
 AC5138  PID         -  AC5138
 AC5138  STATE/COUNTY-  CO/PUEBLO
 AC5138  USGS QUAD   -  DOYLE BRIDGE (1970)
 AC5138
 AC5138                         *CURRENT SURVEY CONTROL
 AC5138  ___________________________________________________________________
 AC5138* NAD 83(1992)-  38 00 35.35867(N)    104 23 03.92184(W)     ADJUSTED  
 AC5138* NAVD 88     -      1505.6    (meters)    4940.     (feet)  GPS OBS   
 AC5138  ___________________________________________________________________
 AC5138  X           -  -1,250,313.118 (meters)                     COMP
 AC5138  Y           -  -4,875,150.217 (meters)                     COMP
 AC5138  Z           -   3,907,218.018 (meters)                     COMP
 AC5138  LAPLACE CORR-          -6.50  (seconds)                    DEFLEC99
 AC5138  ELLIP HEIGHT-        1485.92  (meters)          (12/03/02) GPS OBS
 AC5138  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 AC5138
 AC5138  HORZ ORDER  -  FIRST
 AC5138  ELLP ORDER  -  FOURTH    CLASS II
 AC5138
 AC5138.The horizontal coordinates were established by GPS observations
 AC5138.and adjusted by the National Geodetic Survey in January 1997..
 AC5138
 AC5138.The orthometric height was determined by GPS observations and a
 AC5138.high-resolution geoid model.
 AC5138
 AC5138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5138
 AC5138.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5138
 AC5138.The ellipsoidal height was determined by GPS observations
 AC5138.and is referenced to NAD 83.
 AC5138
 AC5138.The geoid height was determined by GEOID03.
 AC5138
 AC5138;                    North         East     Units Scale Factor Converg.
 AC5138;SPC CO S     -   454,455.123 1,012,365.437   MT  0.99995008   +0 41 03.4
 AC5138;SPC CO S     - 1,490,991.52  3,321,402.27   sFT  0.99995008   +0 41 03.4
 AC5138;UTM  13      - 4,207,083.542   554,039.084   MT  0.99963597   +0 22 44.7
 AC5138
 AC5138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5138!SPC CO S     -   0.99976689  x   0.99995008  =   0.99971698
 AC5138!UTM  13      -   0.99976689  x   0.99963597  =   0.99940295
 AC5138
 AC5138                          SUPERSEDED SURVEY CONTROL
 AC5138
 AC5138  ELLIP H (01/17/97) 1485.91   (m)                       GP(       ) 1 1
 AC5138
 AC5138.Superseded values are not recommended for survey control.
 AC5138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5138.See file dsdata.txt to determine how the superseded data were derived.
 AC5138
 AC5138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5403907084(NAD 83)
 AC5138_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5138_STAMPING: DOUGLAS 1995
 AC5138_MARK LOGO: NGS   
 AC5138_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC5138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5138+STABILITY: SURFACE MOTION
 AC5138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5138+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5138
 AC5138  HISTORY     - Date     Condition        Report By
 AC5138  HISTORY     - 1995     MONUMENTED       CO-101
 AC5138
 AC5138                          STATION DESCRIPTION
 AC5138
 AC5138'DESCRIBED BY PUEBLO COUNTY COLORADO 1995 (KCH)
 AC5138'THE STATION IS LOCATED IN SOUTHEAST PUEBLO COUNTY  ABOUT 22.0 MI (35.4
 AC5138'KM) SOUTHEAST OF DOWNTOWN PUEBLO, 25.8 MI (41.5 KM) NORTHWEST OF THE
 AC5138'SOUTHEAST CORNER OF PUEBLO COUNTY, 3.5 MI (5.6 KM) SOUTHEAST OF THE
 AC5138'DOYLE ROAD BRIDGE OVER THE HUERFANO RIVER IN THE SOUTHWEST 1/4 OF
 AC5138'SECTION 30 T23S R62W OF THE 6TH PM. OWNERSHIP-- PUEBLO COUNTY
 AC5138'RIGHT-OF-WAY. TO REACH THE STATION FROM THE INTERSECTION OF US HWY 50
 AC5138'AND 27TH LANE, GO SOUTH 2.9 MI (4.7 KM) ON 27TH LANE TO THE SIGN
 AC5138'MARKING THE END OF 27TH LANE AND THE BEGINNING OF DOYLE ROAD. CONTINUE
 AC5138'SOUTH, AND THEN SOUTHEAST 5.7 MI (9.2 KM) TO A SIDE ROAD LEFT, BUSH
 AC5138'ROAD. CONTINUE SOUTHEAST 2.7 MI (4.3 KM) TO AN INTERSECTING N-S ROAD,
 AC5138'BROADACRE ROAD. CONTINUE SOUTHEAST 3.1 MI (5.0 KM) TO A SIDE ROAD
 AC5138'RIGHT, VERTREES ROAD.  CONTINUE SOUTHEAST 0.6 MI (1.0 KM) ON DOYLE
 AC5138'ROAD TO A BRIDGE ACROSS THE HUERFANO RIVER. CONTINUE SOUTHEAST 0.1 MI
 AC5138'(0.2 KM) TO THE TRIPLE JUNCTION OF DOYLE ROAD, EAST HUERFANO ROAD, AND
 AC5138'RED TOP ROAD. TURN RIGHT, SOUTHEAST, ON RED TOP ROAD FOR 0.2 MI (0.3
 AC5138'KM) TO A SIDE ROAD RIGHT THAT LEADS TO A LOCKED STEEL GATE. CONTINUE
 AC5138'SOUTHEAST 2.9 MI (4.7 KM) TO A SIDE ROAD RIGHT LEADING TO ANOTHER
 AC5138'LOCKED STEEL GATE. CONTINUE SOUTHEAST 0.5 MI (0.8 KM) TO THE MARK OFF
 AC5138'THE RIGHT, WEST EDGE OF THE ROAD. THE MARKER IS A STANDARD NGS BRASS
 AC5138'HORIZONTAL CONTROL DISK SET IN THE TOP OF A CYLANDRICAL MASS OF
 AC5138'CONCRETE 1.5 FT (0.5 M) IN DIAMETER AND 5.0 FT (1.5 M) DEEP AND IS SET
 AC5138'EVEN WITH THE GROUND.  IT IS 7.5 M (24.6 FT) SOUTHWEST OF THE CENTER
 AC5138'OF RED TOP ROAD,  0.70 M (2.30 FT) NORTHWEST OF A CARSONITE WITNESS
 AC5138'POST, 0.80 M (2.62 FT) SOUTHEAST OF A CARSONITE WITNESS POST, AND
 AC5138'ABOUT 0.6 M (2.0 FT) ABOVE THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1679 ***********************************************************************
 KK1679  DESIGNATION -  DOUGLAS AZ MK
 KK1679  PID         -  KK1679
 KK1679  STATE/COUNTY-  CO/DOUGLAS
 KK1679  USGS QUAD   -  PINEY CREEK (1994)
 KK1679
 KK1679                         *CURRENT SURVEY CONTROL
 KK1679  ___________________________________________________________________
 KK1679* NAD 83(1992)-  39 31 18.20686(N)    104 41 06.90703(W)     ADJUSTED  
 KK1679* NAVD 88     -      1931.2    (meters)    6336.     (feet)  VERTCON   
 KK1679  ___________________________________________________________________
 KK1679  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 KK1679  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 KK1679
 KK1679  HORZ ORDER  -  SECOND
 KK1679
 KK1679.The horizontal coordinates were established by classical geodetic methods
 KK1679.and adjusted by the National Geodetic Survey in January 1993..
 KK1679
 KK1679.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1679
 KK1679.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1679
 KK1679.The geoid height was determined by GEOID03.
 KK1679
 KK1679;                    North         East     Units Scale Factor Converg.
 KK1679;SPC CO C     -   492,541.709   984,455.729   MT  0.99996281   +0 30 49.9
 KK1679;SPC CO C     - 1,615,947.26  3,229,835.17   sFT  0.99996281   +0 30 49.9
 KK1679;UTM  13      - 4,374,722.757   527,053.326   MT  0.99960901   +0 12 01.1
 KK1679
 KK1679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1679!SPC CO C     -   0.99969986  x   0.99996281  =   0.99966268
 KK1679!UTM  13      -   0.99969986  x   0.99960901  =   0.99930899
 KK1679
 KK1679                          SUPERSEDED SURVEY CONTROL
 KK1679
 KK1679  NAD 83(1986)-  39 31 18.20100(N)    104 41 06.90594(W) AD(       ) 2
 KK1679  NAD 27      -  39 31 18.24049(N)    104 41 05.00647(W) AD(       ) 2
 KK1679  NGVD 29 (07/19/86) 1930.2    (m)         6333.     (f) VERT ANG       
 KK1679
 KK1679.Superseded values are not recommended for survey control.
 KK1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1679.See file dsdata.txt to determine how the superseded data were derived.
 KK1679
 KK1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED2705374723(NAD 83)
 KK1679_MARKER: DS = TRIANGULATION STATION DISK
 KK1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1679_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1679+STABILITY: SURFACE MOTION
 KK1679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1679+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2003
 KK1679
 KK1679  HISTORY     - Date     Condition        Report By
 KK1679  HISTORY     - 1977     MONUMENTED       NGS
 KK1679  HISTORY     - 20030126 GOOD             INDIV
 KK1679
 KK1679                          STATION DESCRIPTION
 KK1679
 KK1679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1679'STATION IS ABOUT 14-1/2 MILES SOUTHEAST OF AURORA, 12-1/2
 KK1679'MILES NORTHEAST OF CASTLE ROCK, 4 MILES EAST OF PARKER AND
 KK1679'IN SECTION 21, T 6 S, R 65 W.
 KK1679'
 KK1679'TO REACH THE STATION FROM THE PARKER UNITED METHODIST CHURCH
 KK1679'AT THE EAST EDGE OF PARKER, GO EAST ON A PAVED ROAD FOR 1.5
 KK1679'MILES TO THE END OF PAVEMENT.  CONTINUE EASTERLY ON A GRAVELED
 KK1679'ROAD FOR 2.9 MILES TO THE STATION ON THE RIGHT.
 KK1679'
 KK1679'STATION MARK, STAMPED---DOUGLAS 1960---, IS A STANDARD AZIMUTH
 KK1679'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 KK1679'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 48
 KK1679'FEET NORTH-NORTHEAST OF CENTER OF A GRAVELED ROAD, 31 FEET
 KK1679'SOUTH OF CENTER OF A GRAVELED ROAD, 5 FEET NORTHWEST OF A RAIL
 KK1679'FENCE AND 2 FEET NORTH OF A METAL WITNESS POST.
 KK1679'
 KK1679'AN ELECTRONIC TRAVERSE TIE WAS MADE TO TRIANGULATION STATION
 KK1679'---DOUGLAS 1912---.
 KK1679'
 KK1679'HEIGHT OF LIGHT SHOWN ABOVE THE STATION MARK WAS 1.0 METER.
 KK1679'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE STATION.
 KK1679
 KK1679                          STATION RECOVERY (2003)
 KK1679
 KK1679'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (PJM)
 KK1679'DISK IS 48 FEET EAST OF CENTER OF TEMPLIN LANE, 31 FEET SOUTH OF
 KK1679'CENTER OF EAST PARKER ROAD, 5 FEET NORTHWEST OF A RAIL FENCE AND 2
 KK1679'FEET NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0309 ***********************************************************************
 KM0309  CBN         -  This is a Cooperative Base Network Control Station.
 KM0309  DESIGNATION -  DOUGLES
 KM0309  PID         -  KM0309
 KM0309  STATE/COUNTY-  CO/GARFIELD
 KM0309  USGS QUAD   -  DOUGLAS PASS (1964)
 KM0309
 KM0309                         *CURRENT SURVEY CONTROL
 KM0309  ___________________________________________________________________
 KM0309* NAD 83(1992)-  39 35 56.94148(N)    108 47 46.63296(W)     ADJUSTED  
 KM0309* NAVD 88     -      2684.4    (meters)    8807.     (feet)  GPS OBS   
 KM0309  ___________________________________________________________________
 KM0309  X           -  -1,586,293.354 (meters)                     COMP
 KM0309  Y           -  -4,660,696.142 (meters)                     COMP
 KM0309  Z           -   4,045,492.588 (meters)                     COMP
 KM0309  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 KM0309  ELLIP HEIGHT-        2668.41  (meters)          (10/21/02) GPS OBS
 KM0309  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 KM0309
 KM0309  HORZ ORDER  -  B
 KM0309  ELLP ORDER  -  FOURTH    CLASS II
 KM0309
 KM0309.The horizontal coordinates were established by GPS observations
 KM0309.and adjusted by the National Geodetic Survey in May 1992..
 KM0309
 KM0309.The orthometric height was determined by GPS observations and a
 KM0309.high-resolution geoid model.
 KM0309
 KM0309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KM0309
 KM0309.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0309
 KM0309.The ellipsoidal height was determined by GPS observations
 KM0309.and is referenced to NAD 83.
 KM0309
 KM0309.The geoid height was determined by GEOID03.
 KM0309
 KM0309;                    North         East     Units Scale Factor Converg.
 KM0309;SPC CO C     -   505,959.369   631,349.763   MT  0.99997364   -2 04 44.2
 KM0309;SPC CO C     - 1,659,968.36  2,071,353.35   sFT  0.99997364   -2 04 44.2
 KM0309;SPC CO N     -   339,575.996   631,339.424   MT  1.00002105   -2 07 47.4
 KM0309;SPC CO N     - 1,114,092.25  2,071,319.43   sFT  1.00002105   -2 07 47.4
 KM0309;UTM  12      - 4,385,588.392   689,212.430   MT  1.00004080   +1 24 18.3
 KM0309
 KM0309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0309!SPC CO C     -   0.99958154  x   0.99997364  =   0.99955519
 KM0309!SPC CO N     -   0.99958154  x   1.00002105  =   0.99960258
 KM0309!UTM  12      -   0.99958154  x   1.00004080  =   0.99962232
 KM0309
 KM0309|---------------------------------------------------------------------|
 KM0309| PID    Reference Object                     Distance      Geod. Az  |
 KM0309|                                                           dddmmss.s |
 KM0309| CM6358 DOUGLES RM 1                         12.807 METERS 14314     |
 KM0309| CM6359 DOUGLES RM 2                          9.642 METERS 23205     |
 KM0309| CM6357 DOUGLES AZ MK                                      2601506.0 |
 KM0309|---------------------------------------------------------------------|
 KM0309
 KM0309                          SUPERSEDED SURVEY CONTROL
 KM0309
 KM0309  ELLIP H (05/26/92) 2668.42   (m)                       GP(       ) 4 1
 KM0309  NAD 83(1986)-  39 35 56.91900(N)    108 47 46.62539(W) AD(       ) 2
 KM0309  NAD 27      -  39 35 57.01200(N)    108 47 44.26400(W) AD(       ) 2
 KM0309  NGVD 29 (06/11/92) 2683.0    (m)         8802.     (f) GPS OBS        
 KM0309
 KM0309.Superseded values are not recommended for survey control.
 KM0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0309.See file dsdata.txt to determine how the superseded data were derived.
 KM0309
 KM0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ8921285588(NAD 83)
 KM0309_MARKER: DS = TRIANGULATION STATION DISK
 KM0309_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KM0309_SP_SET: METAL PIPE IMBEDDED IN GROUND
 KM0309_STAMPING: DOUGLES 1937
 KM0309_MARK LOGO: CGS   
 KM0309_PROJECTION: PROJECTING 5 CENTIMETERS
 KM0309_MAGNETIC: P = MARKER IS A STEEL PIPE
 KM0309_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0309+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 KM0309_ROD/PIPE-DEPTH: 1.2  meters
 KM0309
 KM0309  HISTORY     - Date     Condition        Report By
 KM0309  HISTORY     - 1937     MONUMENTED       CGS
 KM0309  HISTORY     - 1937     GOOD             CGS
 KM0309  HISTORY     - 1964     GOOD             USGS
 KM0309  HISTORY     - 19910702 GOOD             NGS
 KM0309  HISTORY     - 20011103 GOOD             NGS
 KM0309  HISTORY     - 20050615 GOOD             GEOCAC
 KM0309
 KM0309                          STATION DESCRIPTION
 KM0309
 KM0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KM0309'STATION IS AT THE SUMMIT OF DOUGLAS PASS, 34.7 MILES N OF LOMA,
 KM0309'COLORADO.  ABOUT 1/2 MILE E OF THE PASS, (38 DEG MAG.), ON
 KM0309'THE HIGHEST POINT OF A HOGBACK RIDGE.  IT IS 46 FEET W OF A WIRE
 KM0309'FENCE.  165 FEET N OF A GATE IN THE FENCE.  95-1/2 FEET N
 KM0309'OF THE SE EDGE OF THE HEAVY BRUSH.  AND ABOUT 52 METERS ENE OF
 KM0309'THE STEEP WESTERLY SLOPE.
 KM0309'
 KM0309'SURFACE IS A STANDARD DISK CEMENTED IN TOP OF A 4-INCH IRON
 KM0309'PIPE EXTENDING ABOUT 4 INCHES ABOVE GROUND.
 KM0309'
 KM0309'UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 KM0309'
 KM0309'AZIMUTH MARK IS A STANDARD DISK WEDGED IN A DRILL HOLE IN A
 KM0309'BOULDER.
 KM0309'
 KM0309'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN TOP OF A
 KM0309'4-INCH IRON PIPE EXTENDING ABOUT 5 INCHES ABOVE GROUND.
 KM0309'
 KM0309'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN TOP OF
 KM0309'A 4-INCH IRON PIPE EXTENDING ABOUT 7 INCHES ABOVE GROUND.
 KM0309'
 KM0309'AZIMUTH MARK IS ABOUT 3/4 MILE WSW OF STATION, ON THE HILL RISING
 KM0309'SHARPLY WESTWARD FROM THE ROAD AT THE PASS.  IT IS ABOUT 500
 KM0309'FEET HIGHER THAN THE ROAD AND AT THE SE END OF THE BARE SPOT
 KM0309'ON THE TOP OF THE HILL, IN A WHITE BOULDER ABOUT 25 FEET SW
 KM0309'OF THE TRAIL.
 KM0309
 KM0309                          STATION RECOVERY (1937)
 KM0309
 KM0309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937
 KM0309'RECOVERED IN GOOD CONDITION.
 KM0309
 KM0309                          STATION RECOVERY (1964)
 KM0309
 KM0309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (JMA)
 KM0309'REVISED TO REACH DESCRIPTION--TO REACH FROM THE POST OFFICE IN
 KM0309'RANGELY, COLORADO, GO EAST ON STATE HWY. 64 FOR 0.8 MI.  THENCE
 KM0309'38.0 MI. SOUTH ON COUNTY ROAD 139 TO THE SUMMIT OF DOUGLAS
 KM0309'PASS.  THEN EASTERLY ALONG ROAD TO FAA RADAR STATION FOR 1.4
 KM0309'MI.  TURN SHARP LEFT AND GO 0.2 MI. UP HILL TO POWER LINE.
 KM0309'TURN SOUTH FROM POWER LINE FOR 0.1 MI. TO DIM Y-ROAD.  TURN
 KM0309'RIGHT AND FOLLOW TRACK ROAD FOR ABOUT 130 FT. TO STATION.
 KM0309'
 KM0309'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---DOUGLES 1937---,
 KM0309'CEMENTED IN 4 IN. IRON PIPE PROJECTING 4 IN.
 KM0309
 KM0309                          STATION RECOVERY (1991)
 KM0309
 KM0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KM0309'STATION IS LOCATED ABOUT 65 KM (40.4 MI) NORTHWEST OF GRAND JUNCTION,
 KM0309'35 KM (21.7 MI) NORTH OF LOMA, 25 KM (15.5 MI) EAST OF THE
 KM0309'COLORADO-UTAH STATE LINE, ON A FLAT-TOPPED, UNNAMNED MOUNTAIN 0.8 KM
 KM0309'(0.5 MI) EAST OF DOUGLAS PASS, ADJACENT TO THE SOUTHWEST ONE OF TWO
 KM0309'MICROWAVE TOWERS, IN THE NORTHWEST 1/4 OF SECTION 25, T 5 S, R 102 W.
 KM0309'OWNERSHIP--UNKNOWN.   GATE, (OPEN AT TIME OF VISIT), MAY BLOCK ROUTE
 KM0309'TO STATION.  ACCESS TO GATE CAN BE OBTAINED FROM VERN HARKINS,
 KM0309'SUPERVISOR FAA AIRWAYS FACILITIES.  PHONE IS 303-243-0969.
 KM0309'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 70 AND STATE HIGHWAY
 KM0309'139 (EXIT 15), GO NORTH ON HIGHWAY 139 (PASSING THROUGH LOMA) FOR
 KM0309'35.0 MI (56.3 KM) TO THE CREST OF HIGHWAY AT DOUGLAS PASS AND GRAVEL
 KM0309'ROAD RIGHT, AT A LARGE OPEN AREA AND COLORADO STATE HIGHWAY
 KM0309'MAINTENANCE BUILDING AND YARD.  BEAR RIGHT ACROSS OPEN AREA, THEN
 KM0309'LEFT, UPGRADE, PASSING THROUGH GATE, FOR 1.35 MI (2.17 KM) TO A TRACK
 KM0309'ROAD LEFT NEAR BOTTOM OF GRADE.  TURN LEFT, WEST, THEN SOUTH, ON
 KM0309'TRACK ROAD FOR 0.25 MI (0.40 KM) TO STATION AT FOUR-LEGGED MICROWAVE
 KM0309'TOWER.
 KM0309'STATION MARK IS SET IN THE TOP OF A CONCRETE-FILLED IRON PIPE
 KM0309'PROJECTING 5 CM ABOVE GROUND.  IT IS 16.9 M (55.4 FT) SOUTHWEST OF
 KM0309'THE WEST LEG OF THE TOWER, 0.5 M (1.6 FT) SOUTH OF A FIBERGLASS
 KM0309'WITNESS POST, 30 M (98.4 FT) NORTHEAST OF A NOTICEABLE DROPOFF AND
 KM0309'ALMOST IN LINE WITH THE TWO MICROWAVE TOWERS.
 KM0309'DESCRIBED BY G.R.HEID
 KM0309
 KM0309                          STATION RECOVERY (2001)
 KM0309
 KM0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 KM0309'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT AT THIS TIME I
 KM0309'FOUND REFERENCE
 KM0309'MARK NUMBER 1 DESTROYED.
 KM0309' 
 KM0309'
 KM0309
 KM0309                          STATION RECOVERY (2005)
 KM0309
 KM0309'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1446 ***********************************************************************
 KK1446  DESIGNATION -  DOVER
 KK1446  PID         -  KK1446
 KK1446  STATE/COUNTY-  CO/JEFFERSON
 KK1446  USGS QUAD   -  ARVADA (1994)
 KK1446
 KK1446                         *CURRENT SURVEY CONTROL
 KK1446  ___________________________________________________________________
 KK1446* NAD 83(1992)-  39 49 17.98157(N)    105 05 42.59638(W)     ADJUSTED  
 KK1446* NAVD 88     -      1719.383  (meters)    5641.01   (feet)  ADJUSTED  
 KK1446  ___________________________________________________________________
 KK1446  LAPLACE CORR-         -12.20  (seconds)                    DEFLEC99
 KK1446  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 KK1446  DYNAMIC HT  -        1717.717 (meters)    5635.54  (feet)  COMP
 KK1446  MODELED GRAV-     979,596.9   (mgal)                       NAVD 88
 KK1446
 KK1446  HORZ ORDER  -  FIRST
 KK1446  VERT ORDER  -  FIRST     CLASS II
 KK1446
 KK1446.The horizontal coordinates were established by classical geodetic methods
 KK1446.and adjusted by the National Geodetic Survey in January 1993..
 KK1446
 KK1446.The orthometric height was determined by differential leveling
 KK1446.and adjusted by the National Geodetic Survey in June 1991..
 KK1446
 KK1446.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1446
 KK1446.The geoid height was determined by GEOID03.
 KK1446
 KK1446.The dynamic height is computed by dividing the NAVD 88
 KK1446.geopotential number by the normal gravity value computed on the
 KK1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1446.degrees latitude (g = 980.6199 gals.).
 KK1446
 KK1446.The modeled gravity was interpolated from observed gravity values.
 KK1446
 KK1446;                    North         East     Units Scale Factor Converg.
 KK1446;SPC CO C     -   525,605.903   949,062.364   MT  1.00001496   +0 15 19.2
 KK1446;SPC CO C     - 1,724,425.37  3,113,715.44   sFT  1.00001496   +0 15 19.2
 KK1446;UTM  13      - 4,407,968.032   491,855.594   MT  0.99960082   -0 03 39.4
 KK1446
 KK1446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1446!SPC CO C     -   0.99973294  x   1.00001496  =   0.99974790
 KK1446!UTM  13      -   0.99973294  x   0.99960082  =   0.99933387
 KK1446
 KK1446|---------------------------------------------------------------------|
 KK1446| PID    Reference Object                     Distance      Geod. Az  |
 KK1446|                                                           dddmmss.s |
 KK1446| CP7030 DOVER RM 1                           20.426 METERS 03111     |
 KK1446| CP7031 DOVER RM 2                           22.154 METERS 08950     |
 KK1446| KK1765 CAMP                                APPROX. 3.2 KM 2122154.8 |
 KK1446| KK1771 LAKEWOOD VALLEY DIST TANK           APPROX. 4.9 KM 2323008.3 |
 KK1446|---------------------------------------------------------------------|
 KK1446
 KK1446                          SUPERSEDED SURVEY CONTROL
 KK1446
 KK1446  NAD 83(1986)-  39 49 17.97773(N)    105 05 42.59418(W) AD(       ) 1
 KK1446  NAD 27      -  39 49 18.02812(N)    105 05 40.64972(W) AD(       ) 1
 KK1446  NGVD 29 (??/??/??) 1718.452  (m)         5637.95   (f) ADJUSTED    1 2
 KK1446
 KK1446.Superseded values are not recommended for survey control.
 KK1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1446.See file dsdata.txt to determine how the superseded data were derived.
 KK1446
 KK1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE9185607968(NAD 83)
 KK1446_MARKER: DS = TRIANGULATION STATION DISK
 KK1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1446_SP_SET: CONCRETE POST
 KK1446_STAMPING: DOVER 1977
 KK1446_MARK LOGO: NGS   
 KK1446_PROJECTION: FLUSH
 KK1446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1446+STABILITY: SURFACE MOTION
 KK1446
 KK1446  HISTORY     - Date     Condition        Report By
 KK1446  HISTORY     - 1977     MONUMENTED       NGS
 KK1446  HISTORY     - 1984     GOOD             NGS
 KK1446
 KK1446                          STATION DESCRIPTION
 KK1446
 KK1446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1446'THE STATION IS LOCATED IN A RESIDENTIAL AREA IN THE CITY OF
 KK1446'ARVADA, AT THE INTERSECTION OF DOVER WAY AND WEST 68TH PLACE,
 KK1446'1 MILE SOUTHWEST OF THE INDIAN TREE GOLF COURSE, 3/4 MILE
 KK1446'NORTHWEST OF THE ARVADA HIGH SCHOOL, IN A LAWN, ON CITY
 KK1446'PROPERTY ADJACENT TO A GROUND STORAGE WATER TANK.
 KK1446'
 KK1446'TO REACH THE STATION FROM THE JUNCTION OF WADSWORTH BOULEVARD
 KK1446'AND WEST 66TH STREET IN ARVADA (1 BLOCK EAST OF THE ARVADA
 KK1446'HIGH SCHOOL), GO NORTH ON WADSWORTH BOULEVARD FOR 0.25 MILE TO
 KK1446'A CROSS STREET.  TURN LEFT, WEST, ON WEST 68TH STREET FOR
 KK1446'0.5 MILE TO A T-ROAD.  TURN RIGHT, NORTH, ON CARR STREET FOR
 KK1446'0.05 MILE TO A ROAD LEFT.  TURN LEFT, WEST, THEN NORTH, THEN
 KK1446'WEST ON WEST 68TH PLACE FOR 0.2 MILE TO THE END OF THE
 KK1446'PAVEMENT AT DOVER WAY AND THE STATION ON THE RIGHT.
 KK1446'
 KK1446'STATION MARKS, STAMPED---DOVER 1977---, ARE STANDARD DISKS,
 KK1446'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 KK1446'MONUMENT FLUSH WITH THE GROUND.  IT IS 44 FEET NORTH OF THE
 KK1446'CENTER OF WEST 68TH PLACE, 36.3 FEET WEST OF THE CURB TO DOVER
 KK1446'WAY, 35.7 FEET NORTHEAST OF A FENCE CORNER, 16.5 FEET SOUTH-
 KK1446'SOUTHWEST OF A GROUND LEVEL SPRINKLER ENCASED IN CONCRETE, AND
 KK1446'20.2 FEET EAST OF A METAL WITNESS POST IN A FENCE LINE.
 KK1446'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 KK1446'CONCRETE MASS ABOUT 42 INCHES BELOW GROUND.
 KK1446'
 KK1446'REFERENCE MARK 1, STAMPED---DOVER NO 1 1977---, A STANDARD DISK
 KK1446'CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK. IT IS 99 FEET
 KK1446'NORTH OF THE CENTER OF WEST 68TH PLACE, 75 FEET SOUTHEAST OF A
 KK1446'A FENCE CORNER, 1.7 FEET WEST OF THE CURB TO DOVER WAY, AND
 KK1446'60.5 FEET SOUTHWEST OF UTILITY POLE 8725
 KK1446'
 KK1446'REFERENCE MARK 2, STAMPED---DOVER NO 2 1977---, A STANDARD DISK
 KK1446'CEMENTED IN A DRILL HOLE IN A CONCRETE SIDEWALK.  IT IS 97 FEET
 KK1446'SOUTH OF UTILITY POLE 8725, 41 FEET NORTH OF THE CENTER OF
 KK1446'WEST 68TH PLACE, 8.5 FEET NORTH-NORTHWEST OF A FIRE HYDRANT,
 KK1446'1 FOOT EAST OF THE CURB TO DOVER WAY, AND LEVEL WITH THE
 KK1446'STATION.
 KK1446'
 KK1446'NO AZIMUTH MARK FOR THIS STATION.
 KK1446'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE STATION MARK.
 KK1446'HEIGHT OF LIGHT ABOVE STATION MARK WAS 19.5 METERS.
 KK1446
 KK1446                          STATION RECOVERY (1984)
 KK1446
 KK1446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK1446'IN ARVADA.
 KK1446'IN ARVADA, IN THE SOUTHEAST CORNER OF THE LAWN OF THE CITY WATER TANK,
 KK1446'AT THE INTERSECTION OF 6850N WEST 68TH PLACE AND 8600W DOVER WAY,
 KK1446'16.7 METERS (54.8 FT) WEST OF THE CENTER OF DOVER WAY, 13.2 METERS
 KK1446'(43.3 FT) NORTH OF THE CENTER OF WEST 68TH PLACE, AND 10.8 METERS
 KK1446'(35.8 FT) NORTHEAST OF A FENCE CORNER.
 KK1446'THE MARK IS 6.1 METERS  E FROM  A WITNESS POST AND FENCE
 KK1446'THE MARK IS ABOVE LEVEL WITH DOVER WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1280 ***********************************************************************
 LL1280  DESIGNATION -  DOVER
 LL1280  PID         -  LL1280
 LL1280  STATE/COUNTY-  CO/WELD
 LL1280  USGS QUAD   -  CARR SW (1972)
 LL1280
 LL1280                         *CURRENT SURVEY CONTROL
 LL1280  ___________________________________________________________________
 LL1280* NAD 83(1992)-  40 46 09.11136(N)    104 53 04.87272(W)     ADJUSTED  
 LL1280* NAVD 88     -      1731.     (meters)    5679.     (feet)  SCALED    
 LL1280  ___________________________________________________________________
 LL1280  LAPLACE CORR-          -9.96  (seconds)                    DEFLEC99
 LL1280  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 LL1280
 LL1280  HORZ ORDER  -  SECOND
 LL1280
 LL1280.The horizontal coordinates were established by classical geodetic methods
 LL1280.and adjusted by the National Geodetic Survey in January 1997..
 LL1280
 LL1280.The orthometric height was scaled from a topographic map.
 LL1280
 LL1280.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1280
 LL1280.The geoid height was determined by GEOID03.
 LL1280
 LL1280;                    North         East     Units Scale Factor Converg.
 LL1280;SPC CO N     -   464,411.163   966,350.945   MT  0.99999774   +0 23 51.3
 LL1280;SPC CO N     - 1,523,655.62  3,170,436.39   sFT  0.99999774   +0 23 51.3
 LL1280;UTM  13      - 4,513,142.715   509,731.763   MT  0.99960117   +0 04 31.1
 LL1280
 LL1280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1280!SPC CO N     -   0.99973114  x   0.99999774  =   0.99972888
 LL1280!UTM  13      -   0.99973114  x   0.99960117  =   0.99933242
 LL1280
 LL1280:                Primary Azimuth Mark                     Grid Az
 LL1280:SPC CO N     -  DOVER AZ MK                              090 38 44.7
 LL1280:UTM  13      -  DOVER AZ MK                              090 58 04.9
 LL1280
 LL1280|---------------------------------------------------------------------|
 LL1280| PID    Reference Object                     Distance      Geod. Az  |
 LL1280|                                                           dddmmss.s |
 LL1280| LL1279 DOVER AZ MK                         APPROX. 1.4 KM 0910236.0 |
 LL1280| LL1263 NUNN MUNICIPAL TANK                 APPROX.11.4 KM 1290453.6 |
 LL1280| CP7028 DOVER RM 1                           13.840 METERS 16101     |
 LL1280| CP7029 DOVER RM 2                           11.867 METERS 27345     |
 LL1280|---------------------------------------------------------------------|
 LL1280
 LL1280                          SUPERSEDED SURVEY CONTROL
 LL1280
 LL1280  NAD 83(1992)-  40 46 09.11162(N)    104 53 04.87243(W) AD(       ) 2
 LL1280  NAD 83(1986)-  40 46 09.09989(N)    104 53 04.87364(W) AD(       ) 2
 LL1280  NAD 27      -  40 46 09.16980(N)    104 53 02.97770(W) AD(       ) 2
 LL1280
 LL1280.Superseded values are not recommended for survey control.
 LL1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1280.See file dsdata.txt to determine how the superseded data were derived.
 LL1280
 LL1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF0973213143(NAD 83)
 LL1280_MARKER: DS = TRIANGULATION STATION DISK
 LL1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1280
 LL1280  HISTORY     - Date     Condition        Report By
 LL1280  HISTORY     - 1960     MONUMENTED       CGS
 LL1280  HISTORY     - 1979     GOOD             NGS
 LL1280
 LL1280                          STATION DESCRIPTION
 LL1280
 LL1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 LL1280'THE STATION IS LOCATED, AIRLINE, ABOUT 4 MILES WEST AND 1/2 MILE
 LL1280'SOUTH OF DOVER, NEAR THE CENTER OF A PROMINENT NORTH-SOUTH
 LL1280'RIDGE.
 LL1280'
 LL1280'TO REACH THE STATION FROM THE POST OFFICE IN NUNN, GO NORTH
 LL1280'ON U.S. HIGHWAY 85 FOR 5.8 MILES.  TURN LEFT OFF THE HIGHWAY
 LL1280'AT THE CROSS-ROAD, AS PER SIGN G.A. SIDWELL AND SON AND GO 1.0
 LL1280'MILE.  TURN LEFT AT THE CROSS ROAD AND GO SOUTH FOR 0.4 MILE.
 LL1280'CROSS OVER THE RAILROAD TRACKS AND GO NORTH AND WEST FOR 3.0
 LL1280'MILES.  TURN LEFT AT THE CROSS-ROAD AND GO SOUTH ON THE TRACK
 LL1280'ROAD FOR 1.0 MILE.  TURN RIGHT AT THE CROSS-ROAD AND FOLLOW THE
 LL1280'TRACK ROAD WEST FOR 0.9 MILE TO THE TOP OF THE RIDGE AND THE
 LL1280'STATION.
 LL1280'
 LL1280'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON THE
 LL1280'TRACK ROAD FOR 0.9 MILE TO A CROSS-ROAD AND THE AZIMUTH MARK.
 LL1280'
 LL1280'THE STATION IS A STANDARD DISK STAMPED DOVER 1960 SET IN TOP
 LL1280'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 LL1280'4 INCHES ABOVE THE GROUND.  IT IS 30 FEET NORTH OF THE CENTER OF
 LL1280'A TRACK ROAD.
 LL1280'
 LL1280'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED DOVER NO 1
 LL1280'1960 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 LL1280'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 LL1280'ELEVATION AS THE STATION.  IT IS 9 FEET SOUTH OF THE CENTER OF A
 LL1280'TRACK ROAD.
 LL1280'
 LL1280'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED DOVER
 LL1280'NO 2 1960 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 LL1280'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 LL1280'ELEVATION AS THE STATION.  IT IS 33 FEET NORTH OF THE CENTER
 LL1280'OF A TRACK ROAD.
 LL1280'
 LL1280'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DOVER 1960 SET
 LL1280'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 LL1280'ABOUT 6 INCHES ABOVE THE GROUND.  IT IS 50 FEET WEST-SOUTH WEST
 LL1280'OF THE CENTER OF A CROSS-ROAD, 36 FEET WEST OF A FENCE CORNER
 LL1280'AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 LL1280
 LL1280                          STATION RECOVERY (1979)
 LL1280
 LL1280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LL1280'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  DISTANCE AND
 LL1280'DIRECTION TO REFERENCE MARKS CHECKED PREVIOUS DATA ADEQUATELY AND THE
 LL1280'DIRECTION TO THE NUNN MUNICIPAL WATER TANK WAS GOOD.
 LL1280'
 LL1280'STATION IS REACHED FROM THE POST OFFICE IN NUNN.  GO EAST ON 4TH
 LL1280'STREET FOR 0.5 MILE.  TURN LEFT AND GO NORTH ON U.S. HIGHWAY 85 FOR
 LL1280'5.75 MILES TO COUNTY ROAD 110 ON LEFT.  TURN LEFT AND GO WEST ON
 LL1280'COUNTY ROAD 110 FOR 1.0 MILE TO T-JUNCTION, COUNTY ROAD 27.  TURN LEFT
 LL1280'AND CONTINUE ON 110 AND 27 ROADS, SOUTH AND WEST, CROSSING A RAILROAD
 LL1280'TRACK FOR 0.4 MILE TO ROADS JUNCTION.  TURN RIGHT AN GO NORTH AND
 LL1280'WEST ON COUNTY ROAD FOR 3.1 MILE TO A TRACK ROAD LEFT.  TURN LEFT AND
 LL1280'GO SOUTH ON TRACK ROAD FOR 1.0 MILE TO A CROSS TRACK ROAD AND AZIMUTH
 LL1280'MARK IN SOUTHWEST ANGLE, AS DESCRIBED.  TURN RIGHT AND GO WEST ON
 LL1280'TRACK ROAD FOR 0.9 MILE TO TOP OF RIDGE AND STATION ON RIGHT, AS
 LL1280'DESCRIBED.
 LL1280'
 LL1280'STATION IS A STANDARD DISK, STAMPED---DOVER 1960--- SET IN THE TOP
 LL1280'OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES, 31 FEET NORTH
 LL1280'OF APPROXIMATE CENTER OF THE TRACK ROAD, 3.4 FEET SOUTH OF A METAL
 LL1280'WITNESS POST AND FENCE.
 LL1280'
 LL1280'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---DOVER NO 1 1960---
 LL1280'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 5
 LL1280'INCHES, 10 FEET SOUTH OF THE TRACK ROAD, 1 FOOT NORTH OF A FENCE.
 LL1280'
 LL1280'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---DOVER NO 2 1960--- SET
 LL1280'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 8 INCHES, 34
 LL1280'FEET NORTH OF THE TRACK ROAD, 1.3 FEET SOUTH OF A FENCE.
 LL1280'
 LL1280'AZIMUTH MARK IS A STANDARD DISK, STAMPED---DOVER 1960--- SET IN THE
 LL1280'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES, 48 FEET
 LL1280'WESTSOUTHWEST OF TRACK ROADS JUNCTION, 33 FEET WEST OF A FENCE CORNER,
 LL1280'25 FEET SOUTH OF A TRACK ROAD, 2 FEET EAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0447 ***********************************************************************
 KJ0447  DESIGNATION -  DOWNING
 KJ0447  PID         -  KJ0447
 KJ0447  STATE/COUNTY-  CO/KIT CARSON
 KJ0447  USGS QUAD   -  ALPINE RANCH NW (1979)
 KJ0447
 KJ0447                         *CURRENT SURVEY CONTROL
 KJ0447  ___________________________________________________________________
 KJ0447* NAD 83(1992)-  39 07 37.34599(N)    102 39 24.93064(W)     ADJUSTED  
 KJ0447* NAVD 88     -      1414.5    (meters)    4641.     (feet)  VERTCON   
 KJ0447  ___________________________________________________________________
 KJ0447  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 KJ0447  GEOID HEIGHT-         -22.44  (meters)                     GEOID03
 KJ0447
 KJ0447  HORZ ORDER  -  FIRST
 KJ0447
 KJ0447.The horizontal coordinates were established by classical geodetic methods
 KJ0447.and adjusted by the National Geodetic Survey in January 1993..
 KJ0447
 KJ0447.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0447
 KJ0447.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0447
 KJ0447.The geoid height was determined by GEOID03.
 KJ0447
 KJ0447;                    North         East     Units Scale Factor Converg.
 KJ0447;SPC CO C     -   452,257.872 1,160,190.296   MT  0.99993601   +1 47 35.2
 KJ0447;SPC CO C     - 1,483,782.70  3,806,391.00   sFT  0.99993601   +1 47 35.2
 KJ0447;UTM  13      - 4,333,488.743   702,539.258   MT  1.00010514   +1 28 44.7
 KJ0447
 KJ0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0447!SPC CO C     -   0.99978164  x   0.99993601  =   0.99971766
 KJ0447!UTM  13      -   0.99978164  x   1.00010514  =   0.99988676
 KJ0447
 KJ0447|---------------------------------------------------------------------|
 KJ0447| PID    Reference Object                     Distance      Geod. Az  |
 KJ0447|                                                           dddmmss.s |
 KJ0447| CP7033 DOWNING RM 1                         26.306 METERS 08332     |
 KJ0447| KJ0445 PERRY ET                            APPROX. 7.8 KM 0973817.6 |
 KJ0447| CP7034 DOWNING RM 2                         26.852 METERS 19038     |
 KJ0447| CP7032 DOWNING AZ MK                                      2701038.0 |
 KJ0447|---------------------------------------------------------------------|
 KJ0447
 KJ0447                          SUPERSEDED SURVEY CONTROL
 KJ0447
 KJ0447  NAD 83(1986)-  39 07 37.34122(N)    102 39 24.92885(W) AD(       ) 1
 KJ0447  NAD 27      -  39 07 37.35076(N)    102 39 23.20288(W) AD(       ) 1
 KJ0447  NGVD 29 (07/19/86) 1413.9    (m)         4639.     (f) VERT ANG       
 KJ0447
 KJ0447.Superseded values are not recommended for survey control.
 KJ0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0447.See file dsdata.txt to determine how the superseded data were derived.
 KJ0447
 KJ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD0253933489(NAD 83)
 KJ0447_MARKER: DS = TRIANGULATION STATION DISK
 KJ0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0447_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KJ0447
 KJ0447  HISTORY     - Date     Condition        Report By
 KJ0447  HISTORY     - 1968     MONUMENTED       CGS
 KJ0447  HISTORY     - 1969     GOOD             CGS
 KJ0447
 KJ0447                          STATION DESCRIPTION
 KJ0447
 KJ0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KJ0447'THE STATION IS LOCATED ON THE PROPERTY OF MR. RAY DOWNING, IN
 KJ0447'THE NORTHEAST 1/4 SECTION 3, T. 11 S., R. 47 W., ABOUT 17 MILES
 KJ0447'SOUTHEAST OF SEIBERT, 13 MILES SOUTH-SOUTHEAST OF VONA AND 12-1/2
 KJ0447'MILES SOUTH-SOUTHWEST OF STRATTON.
 KJ0447'
 KJ0447'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND
 KJ0447'STATE HIGHWAY 59 IN SEIBERT, GO SOUTH ON STATE HIGHWAY 59 FOR
 KJ0447'0.45 MILE TO INTERSTATE HIGHWAY 70.  CONTINUE SOUTH ON HIGHWAY
 KJ0447'59 FOR 11.45 MILES TO A T-ROAD.  TURN LEFT AND GO EAST ON HIGHWAY
 KJ0447'59, GRAVELED, FOR 0.5 MILE TO WHERE HIGHWAY 59 BEARS
 KJ0447'SOUTH.  CONTINUE EAST ON A GRAVELED ROAD FOR 9.35 MILES TO THE
 KJ0447'AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON THE GRAVELED ROAD
 KJ0447'FOR 1.9 MILES TO AN IRRIGATION WELL ON THE LEFT AND THE
 KJ0447'STATION ON THE RIGHT.
 KJ0447'
 KJ0447'THE STATION MARK IS A STANDARD DISK STAMPED DOWNING 1968, SET
 KJ0447'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KJ0447'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 62 FEET WEST-NORTHWEST
 KJ0447'OF A LONE SCRUB TREE, 51 FEET SOUTH OF THE CENTER OF THE GRAVELED
 KJ0447'ROAD, 13.5 FEET SOUTHWEST OF A METAL WITNESS POST AND 11 FEET
 KJ0447'SOUTH OF AN EAST-WEST WIRE FENCE.
 KJ0447'
 KJ0447'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DOWNING NO 1 1968,
 KJ0447'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KJ0447'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS 77.3 FEET EAST OF THE
 KJ0447'METAL WITNESS POST, 76.6 FEET WEST OF A T-FENCE CORNER, 41 FEET
 KJ0447'SOUTH OF THE CENTER OF THE GRAVELED ROAD, 29.3 FEET NORTHEAST OF
 KJ0447'THE LONE SCRUB TREE AND 1 FOOT SOUTH OF THE EAST-WEST WIRE
 KJ0447'FENCE.
 KJ0447'
 KJ0447'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DOWNING NO 2 1968,
 KJ0447'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KJ0447'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 98 FEET SOUTH OF THE
 KJ0447'EAST-WEST WIRE FENCE AND 21 FEET NORTHWEST OF THE SOUTHWEST CORNER
 KJ0447'OF A CONCRETE FOUNDATION.
 KJ0447'
 KJ0447'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DOWNING 1968, SET
 KJ0447'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KJ0447'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 45 FEET SOUTH OF THE
 KJ0447'CENTER OF THE GRAVELED ROAD, 2.7 FEET WEST-SOUTHWEST OF POWER LINE
 KJ0447'POLE NUMBER 7-35 AND 1.6 FEET NORTH OF A METAL WITNESS POST.
 KJ0447'
 KJ0447'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 KJ0447
 KJ0447                          STATION RECOVERY (1969)
 KJ0447
 KJ0447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLP)
 KJ0447'THE DESCRIPTION GIVEN WAS
 KJ0447'VERIFIED, AND REQUIRES NO ADDITIONS OR CORRECTIONS.
 KJ0447'
 KJ0447'THE STATION MARK IS A STANDARD USC AND GS DISK STAMPED DOWNING
 KJ0447'1968.
 KJ0447'
 KJ0447'REFERENCE MARK NO. 1 IS A STANDARD USC AND GS REFERENCE MARK
 KJ0447'DISK STAMPED DOWNING NO. 1 1968.
 KJ0447'
 KJ0447'REFERENCE MARK NO. 2 IS A STANDARD USC AND GS REFERENCE MARK
 KJ0447'DISK STAMPED DOWNING NO. 2 1968.
 KJ0447'
 KJ0447'USGS STATION PERRY E.T. 1969 IS VISIBLE FROM THE GROUND AT THIS
 KJ0447'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 KJ0447'
 KJ0447'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0724 ***********************************************************************
 JL0724  DESIGNATION -  DOYLE
 JL0724  PID         -  JL0724
 JL0724  STATE/COUNTY-  CO/GUNNISON
 JL0724  USGS QUAD   -  GUNNISON (1970)
 JL0724
 JL0724                         *CURRENT SURVEY CONTROL
 JL0724  ___________________________________________________________________
 JL0724* NAD 83(1992)-  38 35 28.82792(N)    106 59 55.97789(W)     ADJUSTED  
 JL0724* NAVD 88     -      2641.4    (meters)    8666.     (feet)  VERTCON   
 JL0724  ___________________________________________________________________
 JL0724  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 JL0724  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 JL0724
 JL0724  HORZ ORDER  -  THIRD
 JL0724
 JL0724.The horizontal coordinates were established by classical geodetic methods
 JL0724.and adjusted by the National Geodetic Survey in January 1993..
 JL0724
 JL0724.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0724
 JL0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0724
 JL0724.The geoid height was determined by GEOID03.
 JL0724
 JL0724;                    North         East     Units Scale Factor Converg.
 JL0724;SPC CO C     -   390,022.329   783,824.591   MT  0.99997522   -0 56 43.2
 JL0724;SPC CO C     - 1,279,598.26  2,571,597.85   sFT  0.99997522   -0 56 43.2
 JL0724;UTM  13      - 4,273,323.447   325,914.097   MT  0.99997322   -1 14 49.7
 JL0724
 JL0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0724!SPC CO C     -   0.99958795  x   0.99997522  =   0.99956318
 JL0724!UTM  13      -   0.99958795  x   0.99997322  =   0.99956118
 JL0724
 JL0724:                Primary Azimuth Mark                     Grid Az
 JL0724:SPC CO C     -  MCINTOSH                                 217 38 17.5
 JL0724:UTM  13      -  MCINTOSH                                 217 56 24.0
 JL0724
 JL0724|---------------------------------------------------------------------|
 JL0724| PID    Reference Object                     Distance      Geod. Az  |
 JL0724|                                                           dddmmss.s |
 JL0724| JL0745 MCINTOSH                            APPROX. 2.3 KM 2164134.3 |
 JL0724|---------------------------------------------------------------------|
 JL0724
 JL0724                          SUPERSEDED SURVEY CONTROL
 JL0724
 JL0724  NAD 83(1986)-  38 35 28.82673(N)    106 59 55.98802(W) AD(       ) 3
 JL0724  NAD 27      -  38 35 28.87247(N)    106 59 53.80128(W) AD(       ) 3
 JL0724  NGVD 29 (07/19/86) 2639.8    (m)         8661.     (f) VERT ANG       
 JL0724
 JL0724.Superseded values are not recommended for survey control.
 JL0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0724.See file dsdata.txt to determine how the superseded data were derived.
 JL0724
 JL0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC2591473323(NAD 83)
 JL0724_MARKER: DD = SURVEY DISK
 JL0724_SETTING: 80 = SET IN A BOULDER
 JL0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0724+STABILITY: SURFACE MOTION
 JL0724
 JL0724  HISTORY     - Date     Condition        Report By
 JL0724  HISTORY     - 1950     MONUMENTED       USGS
 JL0724
 JL0724                          STATION DESCRIPTION
 JL0724
 JL0724'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JL0724'STATION LOCATED APPROXIMATELY 10 MI.AIRLINE SW.OF ALMONT, COLORADO,AND
 JL0724'5 MI. AIRLINE NW. OF GUNNISON, COLORADO, IN T. 50 N., R. 1 W., SEC.20,
 JL0724'ON SMALL ROUND TOP OVERLOOKING WEST ANTELOPE CREEK.
 JL0724'
 JL0724'TO REACH FROM THE POST OFFICE AT GUNNISON, COLORADO, GO ONE BLOCK E.
 JL0724'AND TURN LEFT N. ALONG STATE HWY. 135  3.45 MI. TO INTERSECTION OF
 JL0724'HWY.135 AND 341. GO LEFT ALONG HWY. 341 2.45 MI. TO CROSSROADS, TURN
 JL0724'LEFT W. ALONG RD. 2.7 MI. TO TRACK RD. NW., CONTINUE ON STRAIGHT AHEAD
 JL0724'W. ALONG RD. 1.1 MI. TO TRACK RD. W., GO LEFT W. ALONG TRACK RD. 0.5
 JL0724'MI. TO CROSSROADS, CONTINUE ON W.-STRAIGHT AHEAD- 0.2 MI. TO RD. FORK
 JL0724'TAKE LEFT FORK S. TO FENCE THEN W. 1.0 MI. TO Y-FORK.  TAKE LEFT FORK
 JL0724'SE. 0.35 MI. TO RD. FORK THENCE LEFT E. ALONG RD. 0.15 MI. TO FENCE
 JL0724'CORNER.   FROM THIS POINT GO S. ACROSS COUNTRY KEEPING APPROXIMATELY
 JL0724'100 YARDS E. OF FENCE LINE, 0.7 MI., TO SADDLE.  CONTINUE ON S. AND E.
 JL0724'TO TOP OF HILL, THENCE E. DOWN THROUGH SADDLE UP OTHER SLOPE TO TOP
 JL0724'0.65 MI. TO TOP OF HILL AND STATION SITE.
 JL0724'
 JL0724'STATION MARK - STANDARD TABLET STAMPED --- C-DOYLE 1950 CEMENTED IN
 JL0724'BOULDER.
 JL0724'
 JL0724'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0741 ***********************************************************************
 KL0741  DESIGNATION -  DOYLE
 KL0741  PID         -  KL0741
 KL0741  STATE/COUNTY-  CO/GARFIELD
 KL0741  USGS QUAD   -  ANVIL POINTS (1982)
 KL0741
 KL0741                         *CURRENT SURVEY CONTROL
 KL0741  ___________________________________________________________________
 KL0741* NAD 83(1992)-  39 31 16.33865(N)    107 57 57.64749(W)     ADJUSTED  
 KL0741* NAVD 88     -      2625.     (meters)    8612.     (feet)  SCALED    
 KL0741  ___________________________________________________________________
 KL0741  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 KL0741  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 KL0741
 KL0741  HORZ ORDER  -  THIRD
 KL0741
 KL0741.The horizontal coordinates were established by classical geodetic methods
 KL0741.and adjusted by the National Geodetic Survey in January 1993..
 KL0741
 KL0741.The orthometric height was scaled from a topographic map.
 KL0741
 KL0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0741
 KL0741.The geoid height was determined by GEOID03.
 KL0741
 KL0741;                    North         East     Units Scale Factor Converg.
 KL0741;SPC CO C     -   495,047.653   702,390.009   MT  0.99996275   -1 33 19.0
 KL0741;SPC CO C     - 1,624,168.84  2,304,424.55   sFT  0.99996275   -1 33 19.0
 KL0741;UTM  13      - 4,378,819.438   245,040.742   MT  1.00040041   -1 53 18.5
 KL0741;UTM  12      - 4,379,014.342   760,803.324   MT  1.00043753   +1 55 54.5
 KL0741
 KL0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0741!SPC CO C     -   0.99959079  x   0.99996275  =   0.99955356
 KL0741!UTM  13      -   0.99959079  x   1.00040041  =   0.99999104
 KL0741!UTM  12      -   0.99959079  x   1.00043753  =   1.00002814
 KL0741
 KL0741:                Primary Azimuth Mark                     Grid Az
 KL0741:SPC CO C     -  CHIEF=8680                               302 48 47.6
 KL0741:UTM  13      -  CHIEF=8680                               303 08 47.1
 KL0741:UTM  12      -  CHIEF=8680                               299 19 34.1
 KL0741
 KL0741|---------------------------------------------------------------------|
 KL0741| PID    Reference Object                     Distance      Geod. Az  |
 KL0741|                                                           dddmmss.s |
 KL0741| KL0742 CHIEF=8680                          APPROX. 3.4 KM 3011528.6 |
 KL0741|---------------------------------------------------------------------|
 KL0741
 KL0741                          SUPERSEDED SURVEY CONTROL
 KL0741
 KL0741  NAD 83(1986)-  39 31 16.33214(N)    107 57 57.64045(W) AD(       ) 3
 KL0741  NAD 27      -  39 31 16.40857(N)    107 57 55.38658(W) AD(       ) 3
 KL0741
 KL0741.Superseded values are not recommended for survey control.
 KL0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0741.See file dsdata.txt to determine how the superseded data were derived.
 KL0741
 KL0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD4504178819(NAD 83)
 KL0741
 KL0741  HISTORY     - Date     Condition        Report By
 KL0741  HISTORY     - 1945     MONUMENTED       USGS
 KL0741  HISTORY     - 1959     GOOD             CGS
 KL0741
 KL0741                          STATION DESCRIPTION
 KL0741
 KL0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (MEB)
 KL0741'LOCATED IN SEC. 14, T 6 S, R 95 W, ON A BARE, SMOOTH SUMMIT, S. SIDE
 KL0741'OF COTTONWOOD CREEK AND AT HEAD OF THE COTTONWOOD TRIBUTARY WHICH
 KL0741'FLOWS BY THE DOYLE CABINS.  STATION IS DIRECTLY ABOVE THE RIM OF THE
 KL0741'OIL SHALE CLIFFS AND OVERLOOKS GRAND VALLEY.  CAN BE EASILY REACHED
 KL0741'WITH ANIMALS VIA THE DOYLE TRAIL.
 KL0741'
 KL0741'STATION MARK--A 1 IN. STONE DRILL, 2 FT. LONG, DRIVEN INTO THE GROUND,
 KL0741'BUT 2 IN. OF DRILL REMAIN VISIBLE.
 KL0741'
 KL0741'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8583 ***********************************************************************
 AF8583  DESIGNATION -  DOYLE
 AF8583  PID         -  AF8583
 AF8583  STATE/COUNTY-  CO/MINERAL
 AF8583  USGS QUAD   -  SADDLE MOUNTAIN (1984)
 AF8583
 AF8583                         *CURRENT SURVEY CONTROL
 AF8583  ___________________________________________________________________
 AF8583* NAD 83(1992)-  37 27 01.20188(N)    106 53 18.87243(W)     ADJUSTED  
 AF8583* NAVD 88     -      2658.7    (meters)    8723.     (feet)  GPS OBS   
 AF8583  ___________________________________________________________________
 AF8583  X           -  -1,473,432.166 (meters)                     COMP
 AF8583  Y           -  -4,853,115.079 (meters)                     COMP
 AF8583  Z           -   3,858,796.413 (meters)                     COMP
 AF8583  LAPLACE CORR-           4.45  (seconds)                    DEFLEC99
 AF8583  ELLIP HEIGHT-        2642.69  (meters)          (12/03/02) GPS OBS
 AF8583  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 AF8583
 AF8583  HORZ ORDER  -  FIRST
 AF8583  ELLP ORDER  -  FOURTH    CLASS II
 AF8583
 AF8583.The horizontal coordinates were established by GPS observations
 AF8583.and adjusted by the National Geodetic Survey in June 1998..
 AF8583
 AF8583.The orthometric height was determined by GPS observations and a
 AF8583.high-resolution geoid model.
 AF8583
 AF8583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF8583
 AF8583.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8583
 AF8583.The ellipsoidal height was determined by GPS observations
 AF8583.and is referenced to NAD 83.
 AF8583
 AF8583.The geoid height was determined by GEOID03.
 AF8583
 AF8583;                    North         East     Units Scale Factor Converg.
 AF8583;SPC CO S     -   392,688.020   791,543.622   MT  0.99996770   -0 51 06.2
 AF8583;SPC CO S     - 1,288,343.95  2,596,922.70   sFT  0.99996770   -0 51 06.2
 AF8583;UTM  13      - 4,146,505.726   332,950.197   MT  0.99994374   -1 08 55.2
 AF8583
 AF8583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8583!SPC CO S     -   0.99958547  x   0.99996770  =   0.99955318
 AF8583!UTM  13      -   0.99958547  x   0.99994374  =   0.99952923
 AF8583
 AF8583                          SUPERSEDED SURVEY CONTROL
 AF8583
 AF8583  ELLIP H (06/12/98) 2642.68   (m)                       GP(       ) 3 2
 AF8583
 AF8583.Superseded values are not recommended for survey control.
 AF8583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8583.See file dsdata.txt to determine how the superseded data were derived.
 AF8583
 AF8583_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB3295046506(NAD 83)
 AF8583_MARKER: DH = HORIZONTAL CONTROL DISK
 AF8583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF8583_STAMPING: DOYLE 1995
 AF8583_MARK LOGO: NGS   
 AF8583_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8583+STABILITY: SURFACE MOTION
 AF8583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8583+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AF8583
 AF8583  HISTORY     - Date     Condition        Report By
 AF8583  HISTORY     - 1995     MONUMENTED       NGS
 AF8583
 AF8583                          STATION DESCRIPTION
 AF8583
 AF8583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 AF8583'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) WEST OF WOLF CREEK PASS,
 AF8583'4 MI (6.4 KM) NORTH OF MINERAL-ARCHULETA COUNTY LINE, 2.2 MI (3.5 KM)
 AF8583'SOUTH-SOUTHEAST OF SHEEP MOUNTAIN AND AT A SCENIC OVERLOOK AND HAIRPIN
 AF8583'TURN ON THE WESTSIDE OF WOLF CREEK PASS, AT U.  S.  HIGHWAY 160
 AF8583'MILEPOST 160.5.  OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION
 AF8583'RIGHT-OF-WAY  TO REACH THE STATION FROM THE TOP OF WOLF CREEK PASS, GO
 AF8583'WESTERLY ON U.  S.  HIGHWAY 160 FOR 6.0 MI (9.7 KM) TO A HAIRPIN TURN
 AF8583'AND A SCENIC OVERLOOK AND THE STATION ON THE RIGHT BEHIND THE GUARD
 AF8583'RAIL  THE STATION IS A STANDARD DISK SET IN A 30 CM DIAMETER CONCRETE
 AF8583'POST FLUSH WITH THE GROUND.  IT IS 18.7 M (61.4 FT) SOUTHWEST OF THE
 AF8583'CENTER LINE OF U.  S.  HIGHWAY 160, 2.9 M (9.5 FT) NORTH OF THE EDGE
 AF8583'OF A STONE WALL ABUTMENT, 1.6 M (5.2 FT) SOUTH OF THE GUARD RAIL AND
 AF8583'1.1 M (3.6 FT) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5128 ***********************************************************************
 AC5128  DESIGNATION -  DOYLE RANCH
 AC5128  PID         -  AC5128
 AC5128  STATE/COUNTY-  CO/PUEBLO
 AC5128  USGS QUAD   -  DOYLE BRIDGE (1970)
 AC5128
 AC5128                         *CURRENT SURVEY CONTROL
 AC5128  ___________________________________________________________________
 AC5128* NAD 83(1992)-  38 03 45.64178(N)    104 25 03.61241(W)     ADJUSTED  
 AC5128* NAVD 88     -      1463.6    (meters)    4802.     (feet)  GPS OBS   
 AC5128  ___________________________________________________________________
 AC5128  X           -  -1,252,233.312 (meters)                     COMP
 AC5128  Y           -  -4,870,889.909 (meters)                     COMP
 AC5128  Z           -   3,911,814.102 (meters)                     COMP
 AC5128  LAPLACE CORR-          -6.63  (seconds)                    DEFLEC99
 AC5128  ELLIP HEIGHT-        1443.91  (meters)          (12/03/02) GPS OBS
 AC5128  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 AC5128
 AC5128  HORZ ORDER  -  FIRST
 AC5128  ELLP ORDER  -  FOURTH    CLASS II
 AC5128
 AC5128.The horizontal coordinates were established by GPS observations
 AC5128.and adjusted by the National Geodetic Survey in January 1997..
 AC5128
 AC5128.The orthometric height was determined by GPS observations and a
 AC5128.high-resolution geoid model.
 AC5128
 AC5128.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5128
 AC5128.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5128
 AC5128.The ellipsoidal height was determined by GPS observations
 AC5128.and is referenced to NAD 83.
 AC5128
 AC5128.The geoid height was determined by GEOID03.
 AC5128
 AC5128;                    North         East     Units Scale Factor Converg.
 AC5128;SPC CO S     -   460,287.010 1,009,378.000   MT  0.99995333   +0 39 50.0
 AC5128;SPC CO S     - 1,510,124.97  3,311,600.99   sFT  0.99995333   +0 39 50.0
 AC5128;UTM  13      - 4,212,929.392   551,083.675   MT  0.99963214   +0 21 32.5
 AC5128
 AC5128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5128!SPC CO S     -   0.99977348  x   0.99995333  =   0.99972682
 AC5128!UTM  13      -   0.99977348  x   0.99963214  =   0.99940571
 AC5128
 AC5128                          SUPERSEDED SURVEY CONTROL
 AC5128
 AC5128  ELLIP H (01/17/97) 1443.90   (m)                       GP(       ) 1 1
 AC5128
 AC5128.Superseded values are not recommended for survey control.
 AC5128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5128.See file dsdata.txt to determine how the superseded data were derived.
 AC5128
 AC5128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5108412929(NAD 83)
 AC5128_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5128_STAMPING: DOYLE RANCH 1995
 AC5128_MARK LOGO: NGS   
 AC5128_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC5128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5128+STABILITY: SURFACE MOTION
 AC5128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5128+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5128
 AC5128  HISTORY     - Date     Condition        Report By
 AC5128  HISTORY     - 1995     MONUMENTED       CO-101
 AC5128
 AC5128                          STATION DESCRIPTION
 AC5128
 AC5128'DESCRIBED BY PUEBLO COUNTY COLORADO 1995 (KCH)
 AC5128'THE STATION IS LOCATED IN SOUTH-CENTRAL PUEBLO COUNTY, JUST SOUTHEAST
 AC5128'OF THE INTERSECTION OF DOYLE ROAD AND VERTREES ROAD, ABOUT 18.1 MI
 AC5128'(29.1 KM) SOUTHEAST OF DOWNTOWN PUEBLO, 0.2 MI (0.3 KM) NORTHWEST OF
 AC5128'THE DOYLE ROAD BRIDGE OVER THE HUERFANO RIVER, IN THE NORTHWEST 1/4 OF
 AC5128'SECTION 11 T23S R63W OF THE 6TH PM. OWNERSHIP-- PUEBLO COUNTY
 AC5128'RIGHT-OF-WAY. TO REACH THE STATION FROM THE INTERSECTION OF US HWY 50B
 AC5128'AND 27TH LANE, GO SOUTH 2.9 MI (4.7 KM) ON 27TH LANE TO THE SIGN
 AC5128'MARKING THE END OF 27TH LANE AND THE BEGINNING OF DOYLE ROAD. CONTINUE
 AC5128'SOUTH, AND THEN SOUTHEAST 5.7 MI (9.2 KM) TO A SIDE ROAD LEFT, BUSH
 AC5128'ROAD. CONTINUE SOUTHEAST 2.7 MI (4.3 KM) TO AN INTERSECTING N-S ROAD,
 AC5128'BROADACRE ROAD. CONTINUE SOUTHEAST 3.1 MI (5.0 KM) TO A SIDE ROAD
 AC5128'RIGHT, VERTREES ROAD. CONTINUE SOUTHEAST 0.15 MI (0.24 KM) ON DOYLE
 AC5128'ROAD TO THE MARKER SET OFF THE LEFT, NORTHEAST, SIDE OF THE ROAD. THE
 AC5128'MARKER IS A STANDARD NGS BRASS HORIZONTAL CONTROL DISK SET IN THE TOP
 AC5128'OF A CYLANDRICAL MASS OF CONCRETE 1.5 FT (0.5 M) IN DIAMETER AND 5.0
 AC5128'FT (1.5 M) DEEP AND IS SET EVEN WITH THE GROUND.  IT IS 11.5 M (37.7
 AC5128'FT) NORTHEAST OF THE CENTER OF DOYLE ROAD,  1.1 M (3.6 FT) NORTHWEST
 AC5128'OF A CARSONITE WITNESS POST, 1.1 M (3.6 FT)  SOUTHEAST OF A CARSONITE
 AC5128'WITNESS POST, 1.8 M (5.9 FT) SOUTHEAST OF A NORTHWEST-SOUTHEAST
 AC5128'FENCELINE AND ABOUT 0.3 M (1.0 FT) BELOW THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9128 ***********************************************************************
 DH9128  DESIGNATION -  DR A
 DH9128  PID         -  DH9128
 DH9128  STATE/COUNTY-  CO/DENVER
 DH9128  USGS QUAD   -  MONTBELLO (1994)
 DH9128
 DH9128                         *CURRENT SURVEY CONTROL
 DH9128  ___________________________________________________________________
 DH9128* NAD 83(1986)-  39 47 03.     (N)    104 47 26.     (W)     SCALED    
 DH9128* NAVD 88     -      1643.513  (meters)    5392.09   (feet)  ADJUSTED  
 DH9128  ___________________________________________________________________
 DH9128  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 DH9128  DYNAMIC HT  -        1641.957 (meters)    5386.99  (feet)  COMP
 DH9128  MODELED GRAV-     979,622.1   (mgal)                       NAVD 88
 DH9128
 DH9128  VERT ORDER  -  SECOND    CLASS I
 DH9128
 DH9128.The horizontal coordinates were scaled from a topographic map and have
 DH9128.an estimated accuracy of +/- 6 seconds.
 DH9128
 DH9128.The orthometric height was determined by differential leveling
 DH9128.and adjusted by the National Geodetic Survey in July 2006..
 DH9128
 DH9128.The geoid height was determined by GEOID03.
 DH9128
 DH9128.The dynamic height is computed by dividing the NAVD 88
 DH9128.geopotential number by the normal gravity value computed on the
 DH9128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9128.degrees latitude (g = 980.6199 gals.).
 DH9128
 DH9128.The modeled gravity was interpolated from observed gravity values.
 DH9128
 DH9128;                    North         East    Units  Estimated Accuracy
 DH9128;SPC CO C     -   521,600.      975,170.      MT  (+/- 180 meters Scaled)
 DH9128
 DH9128                          SUPERSEDED SURVEY CONTROL
 DH9128
 DH9128.No superseded survey control is available for this station.
 DH9128
 DH9128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE179038(NAD 83)
 DH9128_MARKER: F = FLANGE-ENCASED ROD
 DH9128_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9128_STAMPING: DR-A 806
 DH9128_MARK LOGO: NONE  
 DH9128_PROJECTION: FLUSH
 DH9128_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9128+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2005
 DH9128_ROD/PIPE-DEPTH: 19.5 meters
 DH9128_SLEEVE-DEPTH  :  0.9 meters
 DH9128
 DH9128  HISTORY     - Date     Condition        Report By
 DH9128  HISTORY     - 20051018 MONUMENTED       WOOLPT
 DH9128
 DH9128                          STATION DESCRIPTION
 DH9128
 DH9128'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9128'DESCRIBED BY WOOLPERT, INC. 2005 (RLH)
 DH9128' 
 DH9128'THE STATION IS LOCATED ABOUT 11.9 KM (7.4 MI) SOUTHWEST OF THE AIRPORT
 DH9128'TERMINAL, 5.6 KM (3.5 MI) SOUTH-SOUTHWEST OF THE INTERSECTION OF PENA
 DH9128'BOULEVARD AND TOWER ROAD, 1.9 KM (1.2 MI) NORTH OF THE INTERSECTION OF
 DH9128'INTERSTATE 70 AND AIRPORT ROAD, OWNERSHIP--CITY AND COUNTY OF  DENVER
 DH9128'INTERNATIONAL AIRPORT, MR.  KEN CONLAN, 303-342-8665
 DH9128' 
 DH9128'TO REACH THE STATION FROM EASTBOUND INTERSTATE 70 AND THE OFF RAMP AND
 DH9128'BEGINNING OF PENA BOULEVARD GOING TO THE AIRPORT, TAKE THE OFF RAMP,
 DH9128'PENA BOULEVARD, FOR 2.9 KM (1.8 MI) TO THE STATION ON THE LEFT.   EXIT
 DH9128'LEFT BOUND LANE AT NORTH END OF BRIDGE ABUTMENT  BEFORE THE STATION
 DH9128'AND DRIVE ON THE LEFT SHOULDER TO THE STATION.
 DH9128' 
 DH9128'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 19.5 M (64.0 FT) LOG
 DH9128'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 0.9 M (3.0 FT)
 DH9128'LONG GREASED SLEEVE, ENCLOSED IN A 6-INCH PVC PIPE WITH  LID,
 DH9128'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.IT IS WEST 3.9 M
 DH9128'(12.9 FT) FROM THE WEST  EDGE OF PENA BLVD., 6.4 M (20.9 FT) NORTHWEST
 DH9128'FROM THE NORTHWEST CORNER OF  THE BRIDGE ABUTMENT OVER 48TH STREET.
 DH9128'1.3 M (4.4 FT) SOUTHEAST FROM A PVC  PIPE 4.0 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9147 ***********************************************************************
 DH9147  DESIGNATION -  DR AA
 DH9147  PID         -  DH9147
 DH9147  STATE/COUNTY-  CO/DENVER
 DH9147  USGS QUAD   -  MILE HIGH LAKES (1994)
 DH9147
 DH9147                         *CURRENT SURVEY CONTROL
 DH9147  ___________________________________________________________________
 DH9147* NAD 83(1986)-  39 53 06.     (N)    104 40 28.     (W)     SCALED    
 DH9147* NAVD 88     -      1641.841  (meters)    5386.61   (feet)  ADJUSTED  
 DH9147  ___________________________________________________________________
 DH9147  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 DH9147  DYNAMIC HT  -        1640.327 (meters)    5381.64  (feet)  COMP
 DH9147  MODELED GRAV-     979,646.1   (mgal)                       NAVD 88
 DH9147
 DH9147  VERT ORDER  -  SECOND    CLASS I
 DH9147
 DH9147.The horizontal coordinates were scaled from a topographic map and have
 DH9147.an estimated accuracy of +/- 6 seconds.
 DH9147
 DH9147.The orthometric height was determined by differential leveling
 DH9147.and adjusted by the National Geodetic Survey in July 2006..
 DH9147
 DH9147.The geoid height was determined by GEOID03.
 DH9147
 DH9147.The dynamic height is computed by dividing the NAVD 88
 DH9147.geopotential number by the normal gravity value computed on the
 DH9147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9147.degrees latitude (g = 980.6199 gals.).
 DH9147
 DH9147.The modeled gravity was interpolated from observed gravity values.
 DH9147
 DH9147;                    North         East    Units  Estimated Accuracy
 DH9147;SPC CO C     -   532,880.      985,020.      MT  (+/- 180 meters Scaled)
 DH9147
 DH9147                          SUPERSEDED SURVEY CONTROL
 DH9147
 DH9147.No superseded survey control is available for this station.
 DH9147
 DH9147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE278150(NAD 83)
 DH9147_MARKER: F = FLANGE-ENCASED ROD
 DH9147_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9147_STAMPING: DR-AA 2002
 DH9147_MARK LOGO: NONE  
 DH9147_PROJECTION: FLUSH
 DH9147_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9147+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH9147_ROD/PIPE-DEPTH:  5.9 meters
 DH9147_SLEEVE-DEPTH  :  0.9 meters
 DH9147
 DH9147  HISTORY     - Date     Condition        Report By
 DH9147  HISTORY     - 2002     MONUMENTED       WOOLPT
 DH9147  HISTORY     - 2005     GOOD             WOOLPT
 DH9147
 DH9147                          STATION DESCRIPTION
 DH9147
 DH9147'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9147'DESCRIBED BY WOOLPERT,INC. 2005 (CRR)
 DH9147' 
 DH9147'THE STATION IS LOCATED 16.7 KM (10.4 MI) SOUTHEAST OF THE CITY OF
 DH9147'BRIGHTON, 8.2 KM (5.1 MI)  NORTHEAST OF THE INTERSECTION OF E470 AND
 DH9147'PENA BOULEVARD, AND 3.9 KM (2.4 MI) NORTH OF  THE DIA TERMINAL.
 DH9147'OWNERSHIP - CITY AND COUNTY OF DENVER INTERNATIONAL AIRPORT, MR. KEN
 DH9147'CONLAN, (303)342-8665.
 DH9147' 
 DH9147'TO REACH THE STATION FROM THE INTERSECTION OF EAST 114TH AVENUE AND
 DH9147'QUEENSBURG  STREET (DIA FUEL FARM ROAD), TRAVEL SOUTH ON QUEENSBURG
 DH9147'STREET 2.0 KM (1.3 MI) TO A DIRT  TRAIL ON THE LEFT.  TURN LEFT AND
 DH9147'HEAD TO THE TOP OF THE HILL 0.15 KM (0.1 MI) TO THE STATION  ON THE
 DH9147'RIGHT.
 DH9147' 
 DH9147'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 DH9147'REFUSAL A DEPTH OF 5.9  M, ENCASED IN A 90 CM LONG GREASED SLEEVE,
 DH9147'ENCLOSED IN A 6 INCH PVC PIPE WITH LOGO CAP  SURROUNDED BY A CONCRETE
 DH9147'COLLAR SET FLUSH WITH THE GROUND.  IT IS 87 M (285 FT) EAST OF  THE
 DH9147'CENTERLINE OF QUEENSBURG STREET, 15.2 M (50 FT) SOUTH OF THE DIRT
 DH9147'TRAIL, AND 1.5 M (5.0  FT) SOUTH OF A T POST WITH A 4.0 FOOT TALL PVC
 DH9147'PIPE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9129 ***********************************************************************
 DH9129  DESIGNATION -  DR B
 DH9129  PID         -  DH9129
 DH9129  STATE/COUNTY-  CO/DENVER
 DH9129  USGS QUAD   -  MONTBELLO (1994)
 DH9129
 DH9129                         *CURRENT SURVEY CONTROL
 DH9129  ___________________________________________________________________
 DH9129* NAD 83(1986)-  39 47 54.     (N)    104 47 13.     (W)     SCALED    
 DH9129* NAVD 88     -      1633.186  (meters)    5358.21   (feet)  ADJUSTED  
 DH9129  ___________________________________________________________________
 DH9129  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 DH9129  DYNAMIC HT  -        1631.645 (meters)    5353.16  (feet)  COMP
 DH9129  MODELED GRAV-     979,625.5   (mgal)                       NAVD 88
 DH9129
 DH9129  VERT ORDER  -  SECOND    CLASS I
 DH9129
 DH9129.The horizontal coordinates were scaled from a topographic map and have
 DH9129.an estimated accuracy of +/- 6 seconds.
 DH9129
 DH9129.The orthometric height was determined by differential leveling
 DH9129.and adjusted by the National Geodetic Survey in July 2006..
 DH9129
 DH9129.The geoid height was determined by GEOID03.
 DH9129
 DH9129.The dynamic height is computed by dividing the NAVD 88
 DH9129.geopotential number by the normal gravity value computed on the
 DH9129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9129.degrees latitude (g = 980.6199 gals.).
 DH9129
 DH9129.The modeled gravity was interpolated from observed gravity values.
 DH9129
 DH9129;                    North         East    Units  Estimated Accuracy
 DH9129;SPC CO C     -   523,180.      975,470.      MT  (+/- 180 meters Scaled)
 DH9129
 DH9129                          SUPERSEDED SURVEY CONTROL
 DH9129
 DH9129.No superseded survey control is available for this station.
 DH9129
 DH9129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE182053(NAD 83)
 DH9129_MARKER: F = FLANGE-ENCASED ROD
 DH9129_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9129_STAMPING: DR-B 807
 DH9129_MARK LOGO: NONE  
 DH9129_PROJECTION: FLUSH
 DH9129_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9129+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2005
 DH9129_ROD/PIPE-DEPTH: 18.3 meters
 DH9129_SLEEVE-DEPTH  :  0.9 meters
 DH9129
 DH9129  HISTORY     - Date     Condition        Report By
 DH9129  HISTORY     - 20051018 MONUMENTED       WOOLPT
 DH9129
 DH9129                          STATION DESCRIPTION
 DH9129
 DH9129'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9129'DESCRIBED BY WOOLPERT, INC. 2005 (RLH)
 DH9129' 
 DH9129'THE STATION IS LOCATED ABOUT 10.3 KM (6.4 MI) SOUTHWEST OF THE AIRPORT
 DH9129'TERMINAL, 4.5 KM (2.8 MI) SOUTH-SOUTHWEST OF THE INTERSECTION OF PENA
 DH9129'BOULEVARD AND TOWER ROAD, 0.7 KM (0.04 MI) SOUTH OF THE INTERSECTION
 DH9129'OF 56TH. AVENUE AND PENA BLVD. OWNERSHIP--CITY AND COUNTY OF DENVER
 DH9129'INTERNATIONAL AIRPORT, MR.  KEN CONLAN, 303-342-8665.
 DH9129' 
 DH9129'TO REACH THE STATION FROM EASTBOUND INTERSTATE 70 AND THE OFF RAMP AND
 DH9129'BEGINNING OF  PENA BOULEVARD GOING TO THE AIRPORT, TAKE THE OFF RAMP,
 DH9129'PENA BOULEVARD, FOR 4.3 KM (2.7 MI) EXIT AT 56TH. AVENUE, RETURN TO
 DH9129'PENA BOULEVARD HEADING SOUTH FOR 0.06 KM (0.04 MI) TO THE STATION ON
 DH9129'THE LEFT. EXIT LEFT BOUND LANE BEFORE THE STATION AND DRIVE ON THE
 DH9129'LEFT SHOULDER TO THE STATION.
 DH9129' 
 DH9129'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 18.3 M (60.0 FT) LOG
 DH9129'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 0.9 M (3.0 FT)
 DH9129'LONG GREASED SLEEVE, ENCLOSED IN A 6-INCH PVC PIPE WITH LID,
 DH9129'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 6.4 M
 DH9129'(21.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE ABUTMENT
 DH9129'OVER 56TH AVENUE, 4.2 M  (13.9 FT) FROM THE EAST EDGE OF SOUTH BOUND
 DH9129'PENA BOULEVARD, 1.5 M (4.5 FT) FROM  A T  POST WITH A PVC COVER 4.0 FT
 DH9129'HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9148 ***********************************************************************
 DH9148  DESIGNATION -  DR BB
 DH9148  PID         -  DH9148
 DH9148  STATE/COUNTY-  CO/DENVER
 DH9148  USGS QUAD   -  DENVER INTERNATIONAL AIRPORT (1994)
 DH9148
 DH9148                         *CURRENT SURVEY CONTROL
 DH9148  ___________________________________________________________________
 DH9148* NAD 83(1986)-  39 50 25.     (N)    104 39 29.     (W)     SCALED    
 DH9148* NAVD 88     -      1653.320  (meters)    5424.27   (feet)  ADJUSTED  
 DH9148  ___________________________________________________________________
 DH9148  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 DH9148  DYNAMIC HT  -        1651.780 (meters)    5419.21  (feet)  COMP
 DH9148  MODELED GRAV-     979,636.1   (mgal)                       NAVD 88
 DH9148
 DH9148  VERT ORDER  -  SECOND    CLASS I
 DH9148
 DH9148.The horizontal coordinates were scaled from a topographic map and have
 DH9148.an estimated accuracy of +/- 6 seconds.
 DH9148
 DH9148.The orthometric height was determined by differential leveling
 DH9148.and adjusted by the National Geodetic Survey in July 2006..
 DH9148
 DH9148.The geoid height was determined by GEOID03.
 DH9148
 DH9148.The dynamic height is computed by dividing the NAVD 88
 DH9148.geopotential number by the normal gravity value computed on the
 DH9148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9148.degrees latitude (g = 980.6199 gals.).
 DH9148
 DH9148.The modeled gravity was interpolated from observed gravity values.
 DH9148
 DH9148;                    North         East    Units  Estimated Accuracy
 DH9148;SPC CO C     -   527,930.      986,470.      MT  (+/- 180 meters Scaled)
 DH9148
 DH9148                          SUPERSEDED SURVEY CONTROL
 DH9148
 DH9148.No superseded survey control is available for this station.
 DH9148
 DH9148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE292100(NAD 83)
 DH9148_MARKER: F = FLANGE-ENCASED ROD
 DH9148_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9148_STAMPING: DR-BB 2002
 DH9148_MARK LOGO: NONE  
 DH9148_PROJECTION: FLUSH
 DH9148_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9148+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH9148_ROD/PIPE-DEPTH:  5.5 meters
 DH9148_SLEEVE-DEPTH  :  0.9 meters
 DH9148
 DH9148  HISTORY     - Date     Condition        Report By
 DH9148  HISTORY     - 2002     MONUMENTED       WOOLPT
 DH9148  HISTORY     - 2005     GOOD             WOOLPT
 DH9148
 DH9148                          STATION DESCRIPTION
 DH9148
 DH9148'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9148'DESCRIBED BY WOOLPERT, INC. 2005 (CRR)
 DH9148' 
 DH9148'THE STATION IS LOCATED 7.7 KM (4.8 MI) EAST OF THE INTERSECTION OF
 DH9148'E470 AND PENA BOULEVARD,   3.1 KM (1.9 MI) NORTHEAST OF THE
 DH9148'INTERSECTION OF PENA BOULEVARD AND JACKSON GAP STREET,  AND 1.8 KM
 DH9148'(1.1 MI) SOUTHEAST OF THE DIA TERMINAL.  OWNERSHIP - CITY AND COUNTY
 DH9148'OF DENVER  INTERNATIONAL AIRPORT,  MR. KEN CONLAN,  (303)342-8665.
 DH9148' 
 DH9148'TO REACH THE STATION FROM THE INTERSECTION OF PENA BOULEVARD AND
 DH9148'JACKSON GAP STREET  PROCEED SOUTH ON JACKSON GAP STREET FOR 2.9 KM
 DH9148'(1.8 MI) TO DIA GATE 7,  CONTINUE EAST THEN   NORTH ON EAST 71ST
 DH9148'AVENUE 0.3 KM (0.2 MI) TO THE INTERSECTION OF EAST 70TH AVENUE,  EAST
 DH9148'ON  EAST 70TH AVENUE 0.8 KM (0.5 MI),  NORTH ON ALLIUM STREET 0.9 KM
 DH9148'(0.6 MI) TO TAXIWAY EA,   CONTINUE NORTH ON ALLIUM STREET 0.8 KM (0.5
 DH9148'MI) TO THE STATION ON THE RIGHT.
 DH9148' 
 DH9148'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 DH9148'REFUSAL A DEPTH OF 5.5  M,  ENCASED IN A 90 CM GREASED SLEEVE,
 DH9148'ENCLOSED IN A 6 INCH PVC PIPE WITH CAP SURROUNDED  BY A CONCRETE
 DH9148'COLLAR SET FLUSH WITH THE GROUND.  IT IS 48.5 M (160 FT) EAST OF THE
 DH9148'CENTERLINE OF ALLIUM STREET,  11.25 M (36.9 FT) EAST OF THE WEST TOP
 DH9148'OF THE SLOPE, 11.0 M (36.3  FT) WEST OF A TWO TRACK ROAD, AND 0.6 M
 DH9148'(2.0 FT) SOUTH OF A T POST WITH A 4.0 FOOT TALL PVC  PIPE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9150 ***********************************************************************
 DH9150  DESIGNATION -  DR C
 DH9150  PID         -  DH9150
 DH9150  STATE/COUNTY-  CO/DENVER
 DH9150  USGS QUAD   -  MONTBELLO (1994)
 DH9150
 DH9150                         *CURRENT SURVEY CONTROL
 DH9150  ___________________________________________________________________
 DH9150* NAD 83(1986)-  39 48 47.     (N)    104 47 14.     (W)     SCALED    
 DH9150* NAVD 88     -      1621.670  (meters)    5320.43   (feet)  ADJUSTED  
 DH9150  ___________________________________________________________________
 DH9150  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 DH9150  DYNAMIC HT  -        1620.145 (meters)    5315.43  (feet)  COMP
 DH9150  MODELED GRAV-     979,629.1   (mgal)                       NAVD 88
 DH9150
 DH9150  VERT ORDER  -  SECOND    CLASS I
 DH9150
 DH9150.The horizontal coordinates were scaled from a topographic map and have
 DH9150.an estimated accuracy of +/- 6 seconds.
 DH9150
 DH9150.The orthometric height was determined by differential leveling
 DH9150.and adjusted by the National Geodetic Survey in July 2006..
 DH9150
 DH9150.The geoid height was determined by GEOID03.
 DH9150
 DH9150.The dynamic height is computed by dividing the NAVD 88
 DH9150.geopotential number by the normal gravity value computed on the
 DH9150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9150.degrees latitude (g = 980.6199 gals.).
 DH9150
 DH9150.The modeled gravity was interpolated from observed gravity values.
 DH9150
 DH9150;                    North         East    Units  Estimated Accuracy
 DH9150;SPC CO C     -   524,810.      975,440.      MT  (+/- 180 meters Scaled)
 DH9150
 DH9150                          SUPERSEDED SURVEY CONTROL
 DH9150
 DH9150.No superseded survey control is available for this station.
 DH9150
 DH9150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE182070(NAD 83)
 DH9150_MARKER: F = FLANGE-ENCASED ROD
 DH9150_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9150_STAMPING: DR-C 1998
 DH9150_MARK LOGO: NONE  
 DH9150_PROJECTION: FLUSH
 DH9150_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9150+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH9150_ROD/PIPE-DEPTH:  8.5 meters
 DH9150_SLEEVE-DEPTH  :  0.9 meters
 DH9150
 DH9150  HISTORY     - Date     Condition        Report By
 DH9150  HISTORY     - 1998     MONUMENTED       WOOLPT
 DH9150  HISTORY     - 2005     GOOD             WOOLPT
 DH9150
 DH9150                          STATION DESCRIPTION
 DH9150
 DH9150'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9150'DESCRIBED BY WOOLPERT, INC. 2005 (RLH)
 DH9150' 
 DH9150'THE STATION IS LOCATED ABOUT 12.6 KM (7.8 MI) SOUTHWEST OF THE AIRPORT
 DH9150'TERMINAL, 9.7 KM (6.0 MI) SOUTHWEST FROM THE INTERSECTION OF PENA
 DH9150'BOULEVARD  AND JACKSON GAP RD, 2.9 KM (1.8 MI) SOUTHWEST OF THE
 DH9150'INTERSECTION OF PENA BOULEVARD AND TOWER ROAD, OWNERSHIP--CITY AND
 DH9150'COUNTY OF DENVER INTERNATIONAL AIRPORT, MR.  KEN CONLAN, 303-342-8665
 DH9150'TO REACH THE STATION FROM THE INTERSECTION OF JACKSON GAP RD. AND PENA
 DH9150'BOULEVARD, GO SOUTH ON PENA BOULEVARD FOR 9.7 KM (6.0 MI) TO THE
 DH9150'STATION ON THE LEFT. EXIT LEFT BOUND LANE BEFORE THE STATION AND
 DH9150'DRIVE ON THE LEFT SHOULDER TO THE STATION.
 DH9150' 
 DH9150'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 8.5 M (28.0 FT) LONG
 DH9150'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 0.9 M (3.0 FT)
 DH9150'LONG GREASED SLEEVE, ENCLOSED IN A 6-INCH PVC PIPE WITH LID,
 DH9150'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 19.6 M
 DH9150'(64.5 FT) EAST  FROM A ALUMINUM LIGHT,POLE NUMBER 358507, 5.5 M (18.2
 DH9150'FT) EAST FROM THE EAST  EDGE OF SOUTH BOUND PENA BOULEVARD, 1.5 M (4.9
 DH9150'FT) SOUTHEAST FROM A T POST  WITH PVC 4.5 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9149 ***********************************************************************
 DH9149  DESIGNATION -  DR CC
 DH9149  PID         -  DH9149
 DH9149  STATE/COUNTY-  CO/DENVER
 DH9149  USGS QUAD   -  DENVER INTERNATIONAL AIRPORT (1994)
 DH9149
 DH9149                         *CURRENT SURVEY CONTROL
 DH9149  ___________________________________________________________________
 DH9149* NAD 83(1986)-  39 49 37.     (N)    104 38 02.     (W)     SCALED    
 DH9149* NAVD 88     -      1635.504  (meters)    5365.82   (feet)  ADJUSTED  
 DH9149  ___________________________________________________________________
 DH9149  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 DH9149  DYNAMIC HT  -        1633.976 (meters)    5360.80  (feet)  COMP
 DH9149  MODELED GRAV-     979,634.4   (mgal)                       NAVD 88
 DH9149
 DH9149  VERT ORDER  -  SECOND    CLASS I
 DH9149
 DH9149.The horizontal coordinates were scaled from a topographic map and have
 DH9149.an estimated accuracy of +/- 6 seconds.
 DH9149
 DH9149.The orthometric height was determined by differential leveling
 DH9149.and adjusted by the National Geodetic Survey in July 2006..
 DH9149
 DH9149.The geoid height was determined by GEOID03.
 DH9149
 DH9149.The dynamic height is computed by dividing the NAVD 88
 DH9149.geopotential number by the normal gravity value computed on the
 DH9149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9149.degrees latitude (g = 980.6199 gals.).
 DH9149
 DH9149.The modeled gravity was interpolated from observed gravity values.
 DH9149
 DH9149;                    North         East    Units  Estimated Accuracy
 DH9149;SPC CO C     -   526,470.      988,550.      MT  (+/- 180 meters Scaled)
 DH9149
 DH9149                          SUPERSEDED SURVEY CONTROL
 DH9149
 DH9149.No superseded survey control is available for this station.
 DH9149
 DH9149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE313086(NAD 83)
 DH9149_MARKER: F = FLANGE-ENCASED ROD
 DH9149_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9149_STAMPING: DR-CC 2002
 DH9149_MARK LOGO: NONE  
 DH9149_PROJECTION: FLUSH
 DH9149_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9149+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH9149_ROD/PIPE-DEPTH:  6.2 meters
 DH9149_SLEEVE-DEPTH  :  0.9 meters
 DH9149
 DH9149  HISTORY     - Date     Condition        Report By
 DH9149  HISTORY     - 2002     MONUMENTED       WOOLPT
 DH9149  HISTORY     - 2005     GOOD             WOOLPT
 DH9149
 DH9149                          STATION DESCRIPTION
 DH9149
 DH9149'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9149'DESCRIBED BY WOOLPERT, INC. 2005 (CRR)
 DH9149' 
 DH9149'THE STATION IS LOCATED 20 KM (12.4 MI) NORTHEAST OF THE CITY OF
 DH9149'AURORA, 11.8 KM (7.3 MI) EAST  OF THE INTERSECTION OF TOWER ROAD AND
 DH9149'PENA BOULEVARD, AND 4.2 KM (2.6 MI) SOUTHEAST OF  THE DIA TERMINAL.
 DH9149'OWNERSHIP - CITY AND COUNTY OF DENVER INTERNATIONAL AIRPORT, MR. KEN
 DH9149'CONLAN, (303)342-8665.
 DH9149' 
 DH9149'TO REACH THE STATION FROM THE INTERSECTION OF EAST 56TH AVENUE AND
 DH9149'VALLEY HEAD STREET  PROCEED NORTH ON VALLEY HEAD STREET 1.6 KM (1.0
 DH9149'MI), TURN RIGHT (EAST), TRAVEL ON EAST  64TH AVENUE (GRAVEL) 2.2 KM
 DH9149'(1.3 MI), TURN LEFT (NORTH) ON TO NORTH HAYESMOUNT ROAD (DIRT)  AND
 DH9149'CONTINUE NORTHERLY 1.7 KM (1.0 MI) TO EAST 72ND AVENUE (GRAVEL),TURN
 DH9149'RIGHT (EAST) AND  TRAVEL 0.2 KM (0.1 MI) TO THE STATION ON THE LEFT.
 DH9149' 
 DH9149'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 DH9149'REFUSAL A DEPTH OF 6.2  M, ENCASED IN A 90 CM LONG GREASED SLEEVE,
 DH9149'ENCLOSED IN A 6 INCH PVC PIPE WITH CAP  SURROUNDED BY A CONCRETE
 DH9149'COLLAR SET FLUSH WITH THE GROUND.  IT IS 71 M (233  FT)SOUTHEAST OF AN
 DH9149'OLD RUSTY COMBINE, 45 M (146 FT) WEST OF A 2 TRACK DIRT ROAD LEADING
 DH9149'TO  AN OIL DERRICK, 10 M (32 FT) NORTH OF THE CENTERLINE OF THE GRAVEL
 DH9149'ROAD, AND 0.9 M (3.0 FT)  SOUTH OF A T POST WITH A 4.0 TALL PVC PIPE
 DH9149'COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9130 ***********************************************************************
 DH9130  DESIGNATION -  DR D
 DH9130  PID         -  DH9130
 DH9130  STATE/COUNTY-  CO/DENVER
 DH9130  USGS QUAD   -  MONTBELLO (1994)
 DH9130
 DH9130                         *CURRENT SURVEY CONTROL
 DH9130  ___________________________________________________________________
 DH9130* NAD 83(1986)-  39 49 38.     (N)    104 47 01.     (W)     SCALED    
 DH9130* NAVD 88     -      1623.632  (meters)    5326.87   (feet)  ADJUSTED  
 DH9130  ___________________________________________________________________
 DH9130  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 DH9130  DYNAMIC HT  -        1622.111 (meters)    5321.88  (feet)  COMP
 DH9130  MODELED GRAV-     979,632.3   (mgal)                       NAVD 88
 DH9130
 DH9130  VERT ORDER  -  SECOND    CLASS I
 DH9130
 DH9130.The horizontal coordinates were scaled from a topographic map and have
 DH9130.an estimated accuracy of +/- 6 seconds.
 DH9130
 DH9130.The orthometric height was determined by differential leveling
 DH9130.and adjusted by the National Geodetic Survey in July 2006..
 DH9130
 DH9130.The geoid height was determined by GEOID03.
 DH9130
 DH9130.The dynamic height is computed by dividing the NAVD 88
 DH9130.geopotential number by the normal gravity value computed on the
 DH9130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9130.degrees latitude (g = 980.6199 gals.).
 DH9130
 DH9130.The modeled gravity was interpolated from observed gravity values.
 DH9130
 DH9130;                    North         East    Units  Estimated Accuracy
 DH9130;SPC CO C     -   526,390.      975,730.      MT  (+/- 180 meters Scaled)
 DH9130
 DH9130                          SUPERSEDED SURVEY CONTROL
 DH9130
 DH9130.No superseded survey control is available for this station.
 DH9130
 DH9130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE185086(NAD 83)
 DH9130_MARKER: F = FLANGE-ENCASED ROD
 DH9130_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9130_STAMPING: DR-D 809
 DH9130_MARK LOGO: NONE  
 DH9130_PROJECTION: FLUSH
 DH9130_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9130+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2005
 DH9130_ROD/PIPE-DEPTH: 12.2 meters
 DH9130_SLEEVE-DEPTH  :  0.9 meters
 DH9130
 DH9130  HISTORY     - Date     Condition        Report By
 DH9130  HISTORY     - 20051021 MONUMENTED       WOOLPT
 DH9130
 DH9130                          STATION DESCRIPTION
 DH9130
 DH9130'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9130'DESCRIBED BY WOOLPERT, INC. 2005 (RLH)
 DH9130' 
 DH9130'TERMINAL, 7.9 KM (4.9 MI) SOUTHWEST FROM THE INTERSECTION OF PENA
 DH9130'BOULEVARD  AND JACKSON GAP RD, 1.2 KM (0.7 MI) SOUTHWEST OF THE
 DH9130'INTERSECTION OF PENA BOULEVARD AND TOWER ROAD, ON THE EAST SIDE OF
 DH9130'PENA BOULEVARD, OWNERSHIP--CITY AND COUNTY OF DENVER INTERNATIONAL
 DH9130'AIRPORT, MR. KEN CONLAN, (303)-342-8665.
 DH9130' 
 DH9130'TO REACH THE STATION FROM EAST BOUND INTERSTATE 70 AND THE OFF RAMP
 DH9130'TO PENA BOULEVARD GOING TO THE AIRPORT, TAKE THE OFF RAMP, PENA
 DH9130'BOULEVARD FOR 7.6 KM (4.7 MI) TO THE STATION ON THE RIGHT. EXIT THE
 DH9130'RIGHT NORTH BOUND LANE OF PENA BOULEVARD BEFORE THE STATION AND DRIVE
 DH9130'ON THE  RIGHT SHOULDER TO THE STATION.
 DH9130' 
 DH9130'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 12.2 M (40.0 FT) LONG
 DH9130'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 0.9 M (3.0 FT)
 DH9130'LONG GREASED SLEEVE, ENCLOSED IN A 6-INCH PVC PIPE WITH LID,
 DH9130'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 40.2 M
 DH9130'(132.0 FT) NORTHWEST FROM A 18.0 IN DECIDUOUS TREE, 39.6 M (130.0 FT)
 DH9130'WEST FROM A 18.0 IN DECIDUOUS TREE, 23.5 M (77.0 FT) EAST FROM THE
 DH9130'EAST EDGE OF NORTH BOUND PENA BOULEVARD, 1.5 M (4.9 FT) SOUTHEAST FROM
 DH9130'A T POST WITH PVC 4.0 FT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9163 ***********************************************************************
 DH9163  DESIGNATION -  DR DD TAXIWAY D 4
 DH9163  PID         -  DH9163
 DH9163  STATE/COUNTY-  CO/DENVER
 DH9163  USGS QUAD   -  MILE HIGH LAKES (1994)
 DH9163
 DH9163                         *CURRENT SURVEY CONTROL
 DH9163  ___________________________________________________________________
 DH9163* NAD 83(1986)-  39 53 36.     (N)    104 41 36.     (W)     SCALED    
 DH9163* NAVD 88     -      1620.279  (meters)    5315.87   (feet)  ADJUSTED  
 DH9163  ___________________________________________________________________
 DH9163  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 DH9163  DYNAMIC HT  -        1618.786 (meters)    5310.97  (feet)  COMP
 DH9163  MODELED GRAV-     979,647.4   (mgal)                       NAVD 88
 DH9163
 DH9163  VERT ORDER  -  SECOND    CLASS I
 DH9163
 DH9163.The horizontal coordinates were scaled from a topographic map and have
 DH9163.an estimated accuracy of +/- 6 seconds.
 DH9163
 DH9163.The orthometric height was determined by differential leveling
 DH9163.and adjusted by the National Geodetic Survey in July 2006..
 DH9163
 DH9163.The geoid height was determined by GEOID03.
 DH9163
 DH9163.The dynamic height is computed by dividing the NAVD 88
 DH9163.geopotential number by the normal gravity value computed on the
 DH9163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9163.degrees latitude (g = 980.6199 gals.).
 DH9163
 DH9163.The modeled gravity was interpolated from observed gravity values.
 DH9163
 DH9163;                    North         East    Units  Estimated Accuracy
 DH9163;SPC CO C     -   533,790.      983,400.      MT  (+/- 180 meters Scaled)
 DH9163
 DH9163                          SUPERSEDED SURVEY CONTROL
 DH9163
 DH9163.No superseded survey control is available for this station.
 DH9163
 DH9163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE262159(NAD 83)
 DH9163_MARKER: F = FLANGE-ENCASED ROD
 DH9163_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9163_STAMPING: DR-DD 2004 TAXIWAY D BM 4
 DH9163_MARK LOGO: NONE  
 DH9163_PROJECTION: FLUSH
 DH9163_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9163+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH9163_ROD/PIPE-DEPTH:  6.4 meters
 DH9163_SLEEVE-DEPTH  :  0.9 meters
 DH9163
 DH9163  HISTORY     - Date     Condition        Report By
 DH9163  HISTORY     - 2004     MONUMENTED       WOOLPT
 DH9163  HISTORY     - 2005     GOOD             WOOLPT
 DH9163
 DH9163                          STATION DESCRIPTION
 DH9163
 DH9163'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9163'DESCRIBED BY WOOLPERT, INC. 2005 (CRR)
 DH9163' 
 DH9163'THE STATION IS LOCATED 16.4 KM (10.2 MI) SOUTHEAST OF THE CITY OF
 DH9163'BRIGHTON, 6.4 KM (4.0 MI)  NORTHEAST OF THE INTERSECTION OF PENA
 DH9163'BOULEVARD AND E470, AND 5.1 KM (3.2 MI) NORTHWEST  OF THE DIA
 DH9163'TERMINAL.  OWNERSHIP - CITY AND COUNTY OF DENVER INTERNATIONAL
 DH9163'AIRPORT, MR.  KEN CONLAN, 303-342-8665.
 DH9163' 
 DH9163'TO REACH THE STATION FROM THE INTERSECTION OF EAST 120TH AVENUE AND
 DH9163'PICADILLY ROAD,  TRAVEL EAST ON 120TH 5.5 KM (3.4 MI), TURN RIGHT 1.1
 DH9163'KM (0.7 MI) ON TRUSSVILLE STREET, WEST 0.6  KM (0.4 MI) ON EAST 114TH
 DH9163'AVENUE, TURN LEFT AND HEAD SOUTH ON QUEENSBURG STREET 3.2 KM  (2.0 MI)
 DH9163'UNTIL YOU REACH DIA GATE 4, CONTINUE SOUTH 0.4 KM (0.3 MI) TO EAST
 DH9163'96TH AVENUE, HEAD  WEST 0.5 KM (0.3 MI) TO OAKHILL VSR, SOUTH 2.3 KM
 DH9163'(1.4 MI), TURN RIGHT AND HEAD WEST ON THE  TAXIWAY 1.1 KM (0.7 MI),
 DH9163'HEAD NORTH ALONG THE EAST SIDE OF TAXIWAY D 4.6 KM (2.9 MI) TO THE
 DH9163'STATION ON THE RIGHT.
 DH9163' 
 DH9163'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 DH9163'REFUSAL AT A DEPTH OF  6.4 M (21. FT).  IT IS ENCASED IN A 90 CM LONG
 DH9163'GREASED SLEEVE, ENCLOSED IN A 6 INCH PVC PIPE  WITH CAP SURROUNDED BY
 DH9163'A CONCRETE COLLAR SET FLUSH WITH THE GROUND.  IT IS 137 M (450 FT)
 DH9163'SOUTH OF TAXIWAY WE, 30 M (98 FT) EAST OF THE EDGE OF TAXIWAY D, AND
 DH9163'1.0 M (3.0 FT) WEST OF  THE TOP OF SLOPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9151 ***********************************************************************
 DH9151  DESIGNATION -  DR E
 DH9151  PID         -  DH9151
 DH9151  STATE/COUNTY-  CO/DENVER
 DH9151  USGS QUAD   -  DENVER INTERNATIONAL AIRPORT (1994)
 DH9151
 DH9151                         *CURRENT SURVEY CONTROL
 DH9151  ___________________________________________________________________
 DH9151* NAD 83(1986)-  39 50 19.     (N)    104 42 28.     (W)     SCALED    
 DH9151* NAVD 88     -      1648.026  (meters)    5406.90   (feet)  ADJUSTED  
 DH9151  ___________________________________________________________________
 DH9151  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 DH9151  DYNAMIC HT  -        1646.487 (meters)    5401.85  (feet)  COMP
 DH9151  MODELED GRAV-     979,634.1   (mgal)                       NAVD 88
 DH9151
 DH9151  VERT ORDER  -  SECOND    CLASS I
 DH9151
 DH9151.The horizontal coordinates were scaled from a topographic map and have
 DH9151.an estimated accuracy of +/- 6 seconds.
 DH9151
 DH9151.The orthometric height was determined by differential leveling
 DH9151.and adjusted by the National Geodetic Survey in July 2006..
 DH9151
 DH9151.The geoid height was determined by GEOID03.
 DH9151
 DH9151.The dynamic height is computed by dividing the NAVD 88
 DH9151.geopotential number by the normal gravity value computed on the
 DH9151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9151.degrees latitude (g = 980.6199 gals.).
 DH9151
 DH9151.The modeled gravity was interpolated from observed gravity values.
 DH9151
 DH9151;                    North         East    Units  Estimated Accuracy
 DH9151;SPC CO C     -   527,710.      982,210.      MT  (+/- 180 meters Scaled)
 DH9151
 DH9151                          SUPERSEDED SURVEY CONTROL
 DH9151
 DH9151.No superseded survey control is available for this station.
 DH9151
 DH9151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE250098(NAD 83)
 DH9151_MARKER: F = FLANGE-ENCASED ROD
 DH9151_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9151_STAMPING: DR-E 1998
 DH9151_MARK LOGO: NONE  
 DH9151_PROJECTION: FLUSH
 DH9151_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9151+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH9151_ROD/PIPE-DEPTH:  6.1 meters
 DH9151_SLEEVE-DEPTH  :  0.9 meters
 DH9151
 DH9151  HISTORY     - Date     Condition        Report By
 DH9151  HISTORY     - 1998     MONUMENTED       WOOLPT
 DH9151  HISTORY     - 2005     GOOD             WOOLPT
 DH9151
 DH9151                          STATION DESCRIPTION
 DH9151
 DH9151'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9151'DESCRIBED BY WOOLPERT, INC. 2005 (CRR)
 DH9151' 
 DH9151'THE STATION IS LOCATED 5.5 KM (3.4 MI) EAST OF THE INTERSECTION OF
 DH9151'TOWER ROAD AND PENA  BOULEVARD, 3.2 KM (2.0 MI) SOUTHWEST OF THE DIA
 DH9151'TERMINAL, AND 1.4 KM(0.9 MI) NORTHWEST OF  THE INTERSECTION OF JACKSON
 DH9151'GAP ROAD AND PENA BOULEVARD.  OWNERSHIP - CITY AND COUNTY  OF DENVER
 DH9151'INTERNATIONAL AIRPORT, MR. KEN CONLAN, (303)342-8665.
 DH9151' 
 DH9151'TO REACH THE STATION FROM THE INTERSECTION OF JACKSON GAP ROAD AND
 DH9151'PENA BOULEVARD,  GO NORTH ON JACKSON GAP STREET 0.5 KM (0.3 MI), TURN
 DH9151'RIGHT ONTO EAST 78TH AVENUE AND  PROCEED EAST 2.9 KM (1.8 MI)UNTIL YOU
 DH9151'REACH DIA GATE 1 ON THE LEFT, GO THROUGH THE GATE  AND CONTINUE NORTH
 DH9151'0.1 KM (0.05 MI), THEN WEST, 0.2 KM (0.1 MI), THROUGH THE FIRESTATION
 DH9151'PARKING LOT TO THE GRAVEL PERIMETER ROAD TO THE SOUTH, TRAVEL SOUTH
 DH9151'THEN EAST ALONG  THE PERIMETER ROAD 3.8 KM (2.3 MI) TO A GRAVEL ROAD
 DH9151'ON THE LEFT, GO LEFT ON THE GRAVEL  ROAD 0.3 KM (0.2 MI) TO THE
 DH9151'STATION ON THE RIGHT.
 DH9151' 
 DH9151'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 DH9151'REFUSAL A DEPTH OF 6.1  M, ENCASED IN A 90 CM GREASED SLEEVE, ENCLOSED
 DH9151'IN A 6 INCH PVC PIPE WITH CAP SURROUNDED  BY A CONCRETE COLLAR SET
 DH9151'FLUSH WITH THE GROUND.  IT IS 39.2 M (128.5 FT) SOUTH OF THE MAIN
 DH9151'(NORTH) PERIMETER ROAD, 9.5 M (31.2 FT) NORTH OF (SOUTH) PERIMETER
 DH9151'ROAD, AND 0.6 M (2.0 FT)  SOUTH OF A  T POST WITH A 4.0 FOOT TALL PVC
 DH9151'PIPE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9164 ***********************************************************************
 DH9164  DESIGNATION -  DR EE TAXIWAY D 3
 DH9164  PID         -  DH9164
 DH9164  STATE/COUNTY-  CO/DENVER
 DH9164  USGS QUAD   -  MILE HIGH LAKES (1994)
 DH9164
 DH9164                         *CURRENT SURVEY CONTROL
 DH9164  ___________________________________________________________________
 DH9164* NAD 83(1986)-  39 52 58.     (N)    104 41 37.     (W)     SCALED    
 DH9164* NAVD 88     -      1621.722  (meters)    5320.60   (feet)  ADJUSTED  
 DH9164  ___________________________________________________________________
 DH9164  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 DH9164  DYNAMIC HT  -        1620.224 (meters)    5315.68  (feet)  COMP
 DH9164  MODELED GRAV-     979,645.0   (mgal)                       NAVD 88
 DH9164
 DH9164  VERT ORDER  -  SECOND    CLASS I
 DH9164
 DH9164.The horizontal coordinates were scaled from a topographic map and have
 DH9164.an estimated accuracy of +/- 6 seconds.
 DH9164
 DH9164.The orthometric height was determined by differential leveling
 DH9164.and adjusted by the National Geodetic Survey in July 2006..
 DH9164
 DH9164.The geoid height was determined by GEOID03.
 DH9164
 DH9164.The dynamic height is computed by dividing the NAVD 88
 DH9164.geopotential number by the normal gravity value computed on the
 DH9164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9164.degrees latitude (g = 980.6199 gals.).
 DH9164
 DH9164.The modeled gravity was interpolated from observed gravity values.
 DH9164
 DH9164;                    North         East    Units  Estimated Accuracy
 DH9164;SPC CO C     -   532,620.      983,380.      MT  (+/- 180 meters Scaled)
 DH9164
 DH9164                          SUPERSEDED SURVEY CONTROL
 DH9164
 DH9164.No superseded survey control is available for this station.
 DH9164
 DH9164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE261147(NAD 83)
 DH9164_MARKER: F = FLANGE-ENCASED ROD
 DH9164_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9164_STAMPING: DR-EE 2004 TAXIWAY D BM 3
 DH9164_MARK LOGO: NONE  
 DH9164_PROJECTION: FLUSH
 DH9164_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9164+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH9164_ROD/PIPE-DEPTH:  6.7 meters
 DH9164_SLEEVE-DEPTH  :  0.9 meters
 DH9164
 DH9164  HISTORY     - Date     Condition        Report By
 DH9164  HISTORY     - 2004     MONUMENTED       WOOLPT
 DH9164  HISTORY     - 2005     GOOD             WOOLPT
 DH9164
 DH9164                          STATION DESCRIPTION
 DH9164
 DH9164'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9164'DESCRIBED BY WOOLPERT, INC. 2005 (CRR)
 DH9164' 
 DH9164'THE STATION IS LOCATED 16.4 KM (10.2 MI) SOUTHEAST OF THE CITY OF
 DH9164'BRIGHTON, 6.4 KM (4.0 MI)  NORTHEAST OF THE INTERSECTION OF PENA
 DH9164'BOULEVARD AND E470, AND 4.1 KM (2.6 MI) NORTHWEST  OF THE DIA
 DH9164'TERMINAL.  OWNERSHIP - CITY AND COUNTY OF DENVER INTERNATIONAL
 DH9164'AIRPORT, MR.  KEN CONLAN, 303-342-8665.
 DH9164' 
 DH9164'TO REACH THE STATION FROM THE INTERSECTION OF EAST 120TH AVENUE AND
 DH9164'PICADILLY ROAD,  TRAVEL EAST ON 120TH 5.5 KM (3.4 MI), TURN RIGHT 1.1
 DH9164'KM (0.7 MI) ON TRUSSVILLE STREET, WEST 0.6  KM (0.4 MI) ON EAST 114TH
 DH9164'AVENUE, TURN LEFT AND HEAD SOUTH ON QUEENSBURG STREET 3.2 KM  (2.0 MI)
 DH9164'UNTIL YOU REACH DIA GATE 4, CONTINUE SOUTH 0.4 KM (0.3 MI) TO EAST
 DH9164'96TH AVENUE, HEAD  WEST 0.5 KM (0.3 MI) TO OAKHILL VSR,  SOUTH 2.3 KM
 DH9164'(1.4 MI), TURN RIGHT AND HEAD WEST ON THE  TAXIWAY 1.1 KM (0.7 MI),
 DH9164'HEAD NORTH ALONG THE EAST SIDE OF TAXIWAY 3.4 KM (2.1 MI) TO THE
 DH9164'STATION ON THE RIGHT.
 DH9164' 
 DH9164'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 DH9164'REFUSAL AT A DEPTH OF  6.7 M (22. FT).  IT IS ENCASED IN A 90 CM LONG
 DH9164'GREASED SLEEVE, ENCLOSED IN A 6 INCH PVC PIPE  WITH CAP SURROUNDED BY
 DH9164'A CONCRETE COLLAR SET FLUSH WITH THE GROUND.  IT IS 146 M (480 FT)
 DH9164'SOUTH OF TAXIWAY WD, AND 24.4 M (80 FT) EAST OF THE EDGE OF TAXIWAY D.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9152 ***********************************************************************
 DH9152  DESIGNATION -  DR F
 DH9152  PID         -  DH9152
 DH9152  STATE/COUNTY-  CO/DENVER
 DH9152  USGS QUAD   -  DENVER INTERNATIONAL AIRPORT (1994)
 DH9152
 DH9152                         *CURRENT SURVEY CONTROL
 DH9152  ___________________________________________________________________
 DH9152* NAD 83(1986)-  39 49 38.     (N)    104 41 41.     (W)     SCALED    
 DH9152* NAVD 88     -      1648.764  (meters)    5409.32   (feet)  ADJUSTED  
 DH9152  ___________________________________________________________________
 DH9152  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 DH9152  DYNAMIC HT  -        1647.220 (meters)    5404.25  (feet)  COMP
 DH9152  MODELED GRAV-     979,631.4   (mgal)                       NAVD 88
 DH9152
 DH9152  VERT ORDER  -  SECOND    CLASS I
 DH9152
 DH9152.The horizontal coordinates were scaled from a topographic map and have
 DH9152.an estimated accuracy of +/- 6 seconds.
 DH9152
 DH9152.The orthometric height was determined by differential leveling
 DH9152.and adjusted by the National Geodetic Survey in July 2006..
 DH9152
 DH9152.The geoid height was determined by GEOID03.
 DH9152
 DH9152.The dynamic height is computed by dividing the NAVD 88
 DH9152.geopotential number by the normal gravity value computed on the
 DH9152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9152.degrees latitude (g = 980.6199 gals.).
 DH9152
 DH9152.The modeled gravity was interpolated from observed gravity values.
 DH9152
 DH9152;                    North         East    Units  Estimated Accuracy
 DH9152;SPC CO C     -   526,450.      983,340.      MT  (+/- 180 meters Scaled)
 DH9152
 DH9152                          SUPERSEDED SURVEY CONTROL
 DH9152
 DH9152.No superseded survey control is available for this station.
 DH9152
 DH9152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE261086(NAD 83)
 DH9152_MARKER: F = FLANGE-ENCASED ROD
 DH9152_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9152_STAMPING: DR-F 1998
 DH9152_MARK LOGO: NONE  
 DH9152_PROJECTION: FLUSH
 DH9152_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9152+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH9152_ROD/PIPE-DEPTH:  4.9 meters
 DH9152_SLEEVE-DEPTH  :  0.9 meters
 DH9152
 DH9152  HISTORY     - Date     Condition        Report By
 DH9152  HISTORY     - 1998     MONUMENTED       WOOLPT
 DH9152  HISTORY     - 2005     GOOD             WOOLPT
 DH9152
 DH9152                          STATION DESCRIPTION
 DH9152
 DH9152'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9152'DESCRIBED BY WOOLPERT, INC. 2005 (RLH)
 DH9152' 
 DH9152'THE STATION IS LOCATED ABOUT 2.8 KM (1.7 MI) SOUTHWEST OF THE AIRPORT
 DH9152'TERMINAL, 1.4 KM (0.9 MI) SOUTH FROM THE INTERSECTION OF PENA
 DH9152'BOULEVARD AND JACKSON GAP RD, 0.5 KM (0.3 MI) EAST OF THE INTERSECTION
 DH9152'OF  JACKSON GAP RD. AND 75 TH AVENUE, OWNERSHIP--CITY AND COUNTY OF
 DH9152'DENVER INTERNATIONAL AIRPORT, MR.  KEN CONLAN, 303-342-8665
 DH9152' 
 DH9152'TO REACH THE STATION FROM EAST BOUND INTERSTATE 70 AND THE OFF RAMP
 DH9152'TO PENA BOULEVARD GOING TO THE AIRPORT, TAKE THE OFF RAMP, PENA
 DH9152'BOULEVARD FOR 15.5 KM (9.6 MI) TO JACKSON GAP RD, SOUTH ON JACKSON GAP
 DH9152'RD. 0.6 KM (0.4 MI) TO A DIRT ROAD (WEST ONLY), TAKE THE DIRT ROAD
 DH9152'WEST TO THE STATION.
 DH9152' 
 DH9152'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 4.9 M (16.0 FT) STAINLESS
 DH9152'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 0.9 M (3.0 FT) LONG GREASED
 DH9152'SLEEVE, ENCLOSED IN A 6-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A
 DH9152'CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 84.1 M (400.0 FT) WEST
 DH9152'OF THE WEST EDGE OF JACKSON GAP RD., 1.5 M (4.8 FT) SOUTH FROM A T
 DH9152'POST, 2.6 M (8.7 FT) EAST FROM A T POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9165 ***********************************************************************
 DH9165  DESIGNATION -  DR FF TAXIWAY D 2
 DH9165  PID         -  DH9165
 DH9165  STATE/COUNTY-  CO/DENVER
 DH9165  USGS QUAD   -  DENVER INTERNATIONAL AIRPORT (1994)
 DH9165
 DH9165                         *CURRENT SURVEY CONTROL
 DH9165  ___________________________________________________________________
 DH9165* NAD 83(1986)-  39 52 27.     (N)    104 41 37.     (W)     SCALED    
 DH9165* NAVD 88     -      1621.509  (meters)    5319.90   (feet)  ADJUSTED  
 DH9165  ___________________________________________________________________
 DH9165  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 DH9165  DYNAMIC HT  -        1620.007 (meters)    5314.97  (feet)  COMP
 DH9165  MODELED GRAV-     979,642.9   (mgal)                       NAVD 88
 DH9165
 DH9165  VERT ORDER  -  SECOND    CLASS I
 DH9165
 DH9165.The horizontal coordinates were scaled from a topographic map and have
 DH9165.an estimated accuracy of +/- 6 seconds.
 DH9165
 DH9165.The orthometric height was determined by differential leveling
 DH9165.and adjusted by the National Geodetic Survey in July 2006..
 DH9165
 DH9165.The geoid height was determined by GEOID03.
 DH9165
 DH9165.The dynamic height is computed by dividing the NAVD 88
 DH9165.geopotential number by the normal gravity value computed on the
 DH9165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9165.degrees latitude (g = 980.6199 gals.).
 DH9165
 DH9165.The modeled gravity was interpolated from observed gravity values.
 DH9165
 DH9165;                    North         East    Units  Estimated Accuracy
 DH9165;SPC CO C     -   531,670.      983,390.      MT  (+/- 180 meters Scaled)
 DH9165
 DH9165                          SUPERSEDED SURVEY CONTROL
 DH9165
 DH9165.No superseded survey control is available for this station.
 DH9165
 DH9165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE262138(NAD 83)
 DH9165_MARKER: F = FLANGE-ENCASED ROD
 DH9165_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9165_STAMPING: DR-FF 2004 TAXIWAY D BM 2
 DH9165_MARK LOGO: NONE  
 DH9165_PROJECTION: FLUSH
 DH9165_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9165+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH9165_ROD/PIPE-DEPTH: 10.1 meters
 DH9165_SLEEVE-DEPTH  :  0.9 meters
 DH9165
 DH9165  HISTORY     - Date     Condition        Report By
 DH9165  HISTORY     - 2004     MONUMENTED       WOOLPT
 DH9165  HISTORY     - 2005     GOOD             WOOLPT
 DH9165
 DH9165                          STATION DESCRIPTION
 DH9165
 DH9165'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9165'DESCRIBED BY WOOLPERT, INC. 2005 (CRR)
 DH9165' 
 DH9165'THE STATION IS LOCATED 16.4 KM (10.2 MI) SOUTHEAST OF THE CITY OF
 DH9165'BRIGHTON, 6.4 KM (4.0 MI)  NORTHEAST OF THE INTERSECTION OF PENA
 DH9165'BOULEVARD AND E470, AND 3.2 KM (2.0 MI) NORTHWEST  OF THE DIA
 DH9165'TERMINAL.  OWNERSHIP - CITY AND COUNTY OF DENVER INTERNATIONAL
 DH9165'AIRPORT, MR.  KEN CONLAN, 303-342-8665.
 DH9165' 
 DH9165'TO REACH THE STATION FROM THE INTERSECTION OF EAST 120TH AVENUE AND
 DH9165'PICADILLY ROAD,  TRAVEL EAST ON 120TH 5.5 KM (3.4 MI), TURN RIGHT 1.1
 DH9165'KM (0.7 MI) ON TRUSSVILLE STREET, WEST 0.6  KM (0.4 MI) ON EAST 114TH
 DH9165'AVENUE, TURN LEFT AND HEAD SOUTH ON QUEENSBURG STREET 3.2 KM  (2.0 MI)
 DH9165'UNTIL YOU REACH DIA GATE 4,CONTINUE SOUTH 0.4 KM (0.3 MI) TO EAST 96TH
 DH9165'AVENUE, HEAD  WEST 0.5 KM (0.3 MI) TO OAKHILL VSR, SOUTH 2.3 KM (1.4
 DH9165'MI), TURN RIGHT AND HEAD WEST ON THE  TAXIWAY 1.1 KM (0.7 MI), HEAD
 DH9165'NORTH ALONG THE EAST SIDE OF TAXIWAY D 2.5 KM (1.5 MI) TO THE  STATION
 DH9165'ON THE RIGHT.
 DH9165' 
 DH9165'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 DH9165'REFUSAL AT A DEPTH OF  10.06 M (33. FT) .  ENCASED IN A 90 CM LONG
 DH9165'GREASED SLEEVE, ENCLOSED IN A 6 INCH PVC PIPE WITH  CAP SURROUNDED BY
 DH9165'A CONCRETE COLLAR SET FLUSH WITHTHE GROUND.  IT IS 36.6 M (120.0 FT)
 DH9165'SOUTH OF TAXIWAY WC, 9.1 M (30.0 FT) EAST EDGE OF TAXIWAY D,  AND 1.5
 DH9165'M (5.0 FT) WEST OF THE  TOP OF SLOPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9153 ***********************************************************************
 DH9153  DESIGNATION -  DR G
 DH9153  PID         -  DH9153
 DH9153  STATE/COUNTY-  CO/DENVER
 DH9153  USGS QUAD   -  DENVER INTERNATIONAL AIRPORT (1994)
 DH9153
 DH9153                         *CURRENT SURVEY CONTROL
 DH9153  ___________________________________________________________________
 DH9153* NAD 83(1986)-  39 51 02.     (N)    104 38 46.     (W)     SCALED    
 DH9153* NAVD 88     -      1636.453  (meters)    5368.93   (feet)  ADJUSTED  
 DH9153  ___________________________________________________________________
 DH9153  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 DH9153  DYNAMIC HT  -        1634.933 (meters)    5363.94  (feet)  COMP
 DH9153  MODELED GRAV-     979,639.4   (mgal)                       NAVD 88
 DH9153
 DH9153  VERT ORDER  -  SECOND    CLASS I
 DH9153
 DH9153.The horizontal coordinates were scaled from a topographic map and have
 DH9153.an estimated accuracy of +/- 6 seconds.
 DH9153
 DH9153.The orthometric height was determined by differential leveling
 DH9153.and adjusted by the National Geodetic Survey in July 2006..
 DH9153
 DH9153.The geoid height was determined by GEOID03.
 DH9153
 DH9153.The dynamic height is computed by dividing the NAVD 88
 DH9153.geopotential number by the normal gravity value computed on the
 DH9153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9153.degrees latitude (g = 980.6199 gals.).
 DH9153
 DH9153.The modeled gravity was interpolated from observed gravity values.
 DH9153
 DH9153;                    North         East    Units  Estimated Accuracy
 DH9153;SPC CO C     -   529,080.      987,480.      MT  (+/- 180 meters Scaled)
 DH9153
 DH9153                          SUPERSEDED SURVEY CONTROL
 DH9153
 DH9153.No superseded survey control is available for this station.
 DH9153
 DH9153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE302112(NAD 83)
 DH9153_MARKER: F = FLANGE-ENCASED ROD
 DH9153_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9153_STAMPING: DR-G 1998
 DH9153_MARK LOGO: NONE  
 DH9153_PROJECTION: FLUSH
 DH9153_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9153+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH9153_ROD/PIPE-DEPTH:  4.9 meters
 DH9153_SLEEVE-DEPTH  :  0.9 meters
 DH9153
 DH9153  HISTORY     - Date     Condition        Report By
 DH9153  HISTORY     - 1998     MONUMENTED       WOOLPT
 DH9153  HISTORY     - 2005     GOOD             WOOLPT
 DH9153
 DH9153                          STATION DESCRIPTION
 DH9153
 DH9153'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9153'DESCRIBED BY WOOLPERT, INC. 2005 (CRR)
 DH9153' 
 DH9153'THE STATION IS LOCATED 10.9 KM (6.8 MI) NORTHEAST OF THE INTERSECTION
 DH9153'OF TOWER ROAD AND  PENA BOULEVARD,  4.3 KM (2.7 MI) NORTHEAST OF THE
 DH9153'INTERSECTION OF PENA BOULEVARD AND  JACKSON GAP STREET, AND 2.2 KM
 DH9153'(1.4 MI) EAST OF THE DIA AIRPORT TERMINAL.  OWNERSHIP - CITY  AND
 DH9153'COUNTY OF DENVER INTERNATIONAL AIRPORT,  MR. KEN CONLAN,
 DH9153'(303)342-8665
 DH9153' 
 DH9153'TO REACH THE STATION FROM THE INTERSECTION OF PENA BOULEVARD AND
 DH9153'JACKSON GAP STREET  PROCEED SOUTH ON JACKSON GAP STREET FOR 2.9 KM
 DH9153'(1.8 MI) TO DIA GATE 7,  CONTINUE EAST THEN   NORTH ON EAST 71ST
 DH9153'AVENUE 0.3 KM (0.2 MI) TO THE INTERSECTION OF EAST 70TH AVENUE,  EAST
 DH9153'ON  EAST 70TH AVENUE 0.8 KM (0.5 MI),  NORTH ON ALLIUM STREET 0.9 KM
 DH9153'(0.6 MI) TO TAXIWAY EA,   CONTINUE NORTH 1.8 KM (1.1 MI) TO EAST 84TH
 DH9153'AVENUE,  EAST ON 84TH AVENUE 0.8 KM (0.5 MI),  NORTH ON ELECTRA 0.3 KM
 DH9153'(0.2 MI) TO THE STATION ON THE RIGHT.
 DH9153' 
 DH9153'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 DH9153'REFUSAL A DEPTH OF 5 M,   ENCASED IN A 90 CM GREASED SLEEVE,  ENCLOSED
 DH9153'IN A 6 INCH PVC PIPE WITH CAP SURROUNDED BY  A CONCRETE COLLAR SET
 DH9153'FLUSH WITH THE GROUND.  IT IS 414 M (1360.0 FT) WEST OF THE
 DH9153'CENTERLINE OF RUNWAY 17/35R,  182.8 M (600 FT) NORTH OF THE CENTERLINE
 DH9153'OF EAST 84TH  AVENUE, 148.1 M (486.0 FT) EAST OF THE CENTERLINE OF
 DH9153'ELECTRA,  AND 0.6 M (2.0 FT) SOUTH OF A  T  POST WITH A 4.0 FOOT TALL
 DH9153'PVC PIPE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9166 ***********************************************************************
 DH9166  DESIGNATION -  DR GG TAXIWAY D 1
 DH9166  PID         -  DH9166
 DH9166  STATE/COUNTY-  CO/DENVER
 DH9166  USGS QUAD   -  DENVER INTERNATIONAL AIRPORT (1994)
 DH9166
 DH9166                         *CURRENT SURVEY CONTROL
 DH9166  ___________________________________________________________________
 DH9166* NAD 83(1986)-  39 51 30.     (N)    104 41 38.     (W)     SCALED    
 DH9166* NAVD 88     -      1620.880  (meters)    5317.84   (feet)  ADJUSTED  
 DH9166  ___________________________________________________________________
 DH9166  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 DH9166  DYNAMIC HT  -        1619.373 (meters)    5312.89  (feet)  COMP
 DH9166  MODELED GRAV-     979,639.1   (mgal)                       NAVD 88
 DH9166
 DH9166  VERT ORDER  -  SECOND    CLASS I
 DH9166
 DH9166.The horizontal coordinates were scaled from a topographic map and have
 DH9166.an estimated accuracy of +/- 6 seconds.
 DH9166
 DH9166.The orthometric height was determined by differential leveling
 DH9166.and adjusted by the National Geodetic Survey in July 2006..
 DH9166
 DH9166.The geoid height was determined by GEOID03.
 DH9166
 DH9166.The dynamic height is computed by dividing the NAVD 88
 DH9166.geopotential number by the normal gravity value computed on the
 DH9166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9166.degrees latitude (g = 980.6199 gals.).
 DH9166
 DH9166.The modeled gravity was interpolated from observed gravity values.
 DH9166
 DH9166;                    North         East    Units  Estimated Accuracy
 DH9166;SPC CO C     -   529,910.      983,380.      MT  (+/- 180 meters Scaled)
 DH9166
 DH9166                          SUPERSEDED SURVEY CONTROL
 DH9166
 DH9166.No superseded survey control is available for this station.
 DH9166
 DH9166_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE261120(NAD 83)
 DH9166_MARKER: F = FLANGE-ENCASED ROD
 DH9166_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9166_STAMPING: DR-GG 2004 TAXIWAY D BM 1
 DH9166_MARK LOGO: NONE  
 DH9166_PROJECTION: FLUSH
 DH9166_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9166+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH9166_ROD/PIPE-DEPTH:  5.5 meters
 DH9166_SLEEVE-DEPTH  :  0.9 meters
 DH9166
 DH9166  HISTORY     - Date     Condition        Report By
 DH9166  HISTORY     - 2004     MONUMENTED       WOOLPT
 DH9166  HISTORY     - 2005     GOOD             WOOLPT
 DH9166
 DH9166                          STATION DESCRIPTION
 DH9166
 DH9166'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9166'DESCRIBED BY WOOLPERT, INC. 2005 (CRR)
 DH9166' 
 DH9166'THE STATION IS LOCATED 17.7 KM (11.0 MI) SOUTHEAST OF THE CITY OF
 DH9166'BRIGHTON, 5.3 KM (3.3 MI)  NORTHEAST OF THE INTERSECTION OF PENA
 DH9166'BOULEVARD AND E470, AND 2.0 KM (1.2 MI) NORTHWEST  OF THE DIA
 DH9166'TERMINAL.  OWNERSHIP - CITY AND COUNTY OF DENVER INTERNATIONAL
 DH9166'AIRPORT, MR.  KEN CONLAN, 303-342-8665.
 DH9166' 
 DH9166'TO REACH THE STATION FROM THE INTERSECTION OF EAST 120TH AVENUE AND
 DH9166'PICADILLY ROAD,  TRAVEL EAST ON 120TH 5.5 KM (3.4 MI), TURN RIGHT 1.1
 DH9166'KM (0.7 MI) ON TRUSSVILLE STREET, WEST 0.6  KM (0.4 MI) ON EAST 114TH
 DH9166'AVENUE, TURN LEFT AND HEAD SOUTH ON QUEENSBURG STREET 3.2 KM  (2.0 MI)
 DH9166'UNTIL YOU REACH DIA GATE 4,CONTINUE SOUTH 0.4 KM (0.3 MI) TO EAST 96TH
 DH9166'AVENUE, HEAD  WEST 0.5 KM (0.3 MI) TO OAKHILL VSR, SOUTH 2.3 KM (1.4
 DH9166'MI), TURN RIGHT AND HEAD WEST ON THE  TAXIWAY 1.1 KM (0.7 MI), HEAD
 DH9166'NORTH ALONG THEEAST SIDE OF TAXIWAY 0.7 KM (0.4 MI) TO THE  STATION ON
 DH9166'THE RIGHT.
 DH9166' 
 DH9166'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 DH9166'REFUSAL AT A DEPTH OF  5.49 M (18. FT), ENCASED IN A 90 CM LONG
 DH9166'GREASED SLEEVE, ENCLOSED IN A 6 INCH PVC PIPE WITH  CAP SURROUNDED BY
 DH9166'A CONCRETE COLLAR SETFLUSH WITH THE GROUND.  IT IS 183 M (600 FT)
 DH9166'SOUTH OF TAXIWAY WB, 10.7 M (35 FT) EAST OF THE EDGEOF TAXIWAY D, AND
 DH9166'0.3 M (1.0 FT) WEST OF  THE TOP OF SLOPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9154 ***********************************************************************
 DH9154  DESIGNATION -  DR H
 DH9154  PID         -  DH9154
 DH9154  STATE/COUNTY-  CO/DENVER
 DH9154  USGS QUAD   -  DENVER INTERNATIONAL AIRPORT (1994)
 DH9154
 DH9154                         *CURRENT SURVEY CONTROL
 DH9154  ___________________________________________________________________
 DH9154* NAD 83(1986)-  39 52 28.     (N)    104 38 56.     (W)     SCALED    
 DH9154* NAVD 88     -      1632.141  (meters)    5354.78   (feet)  ADJUSTED  
 DH9154  ___________________________________________________________________
 DH9154  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 DH9154  DYNAMIC HT  -        1630.634 (meters)    5349.84  (feet)  COMP
 DH9154  MODELED GRAV-     979,645.0   (mgal)                       NAVD 88
 DH9154
 DH9154  VERT ORDER  -  SECOND    CLASS I
 DH9154
 DH9154.The horizontal coordinates were scaled from a topographic map and have
 DH9154.an estimated accuracy of +/- 6 seconds.
 DH9154
 DH9154.The orthometric height was determined by differential leveling
 DH9154.and adjusted by the National Geodetic Survey in July 2006..
 DH9154
 DH9154.The geoid height was determined by GEOID03.
 DH9154
 DH9154.The dynamic height is computed by dividing the NAVD 88
 DH9154.geopotential number by the normal gravity value computed on the
 DH9154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9154.degrees latitude (g = 980.6199 gals.).
 DH9154
 DH9154.The modeled gravity was interpolated from observed gravity values.
 DH9154
 DH9154;                    North         East    Units  Estimated Accuracy
 DH9154;SPC CO C     -   531,730.      987,220.      MT  (+/- 180 meters Scaled)
 DH9154
 DH9154                          SUPERSEDED SURVEY CONTROL
 DH9154
 DH9154.No superseded survey control is available for this station.
 DH9154
 DH9154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE300138(NAD 83)
 DH9154_MARKER: F = FLANGE-ENCASED ROD
 DH9154_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9154_STAMPING: DR-H 1998
 DH9154_MARK LOGO: NONE  
 DH9154_PROJECTION: FLUSH
 DH9154_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9154+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH9154_ROD/PIPE-DEPTH:  3.7 meters
 DH9154_SLEEVE-DEPTH  :  0.9 meters
 DH9154
 DH9154  HISTORY     - Date     Condition        Report By
 DH9154  HISTORY     - 1998     MONUMENTED       WOOLPT
 DH9154  HISTORY     - 2005     GOOD             WOOLPT
 DH9154
 DH9154                          STATION DESCRIPTION
 DH9154
 DH9154'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9154'DESCRIBED BY WOOLPERT, INC. 2005 (CRR)
 DH9154' 
 DH9154'THE STATION IS LOCATED 6.0 KM (3.7 MI) NORTHEAST OF THE INTERSECTION
 DH9154'OF PENA BOULEVARD  AND JACKSON GAP ROAD,  4.7 KM (2.95 MI) SOUTHEAST
 DH9154'OF THE INTERSECTION OF 120TH AVENUE AND  TRUSSVILLE ROAD, AND 3.5 KM
 DH9154'(2.2 MI) NORTHEAST OF THE DIA TERMINAL.  OWNERSHIP - CITY AND  COUNTY
 DH9154'OF DENVER INTERNATIONAL AIRPORT, MR. KEN CONLAN, (303)342-8665
 DH9154' 
 DH9154'TO REACH THE STATION FROM THE INTERSECTION OF 120TH AVENUE AND
 DH9154'TRUSSVILLE ROAD,  PROCEED SOUTH ON TRUSSVILLE ROAD 1.0 KM (.65 MI),
 DH9154'WEST ON EAST 114TH AVENUE 1.1 KM (.36 MI),   SOUTH ON QUEENSBURG
 DH9154'STREET 3.2 KM (2.0 MI) TO DIA GATE 4,  CONTINUE SOUTH ON QUEENSBURG
 DH9154'STREET 0.5 KM (0.3 MI) TO EAST 96TH AVENUE,  EAST ON EAST 96TH AVENUE
 DH9154'1.0 KM (0.6 MI) NORTH ON  VANDRIVER STREET 0.2 KM (0.1 MI),  AND EAST
 DH9154'ON EAST 98TH AVENUE ACROSS PARALLEL TAXIWAY L  1.4 KM (0.9 MI) TO THE
 DH9154'STATION ON THE LEFT.
 DH9154' 
 DH9154'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 DH9154'REFUSAL A DEPTH OF 3.7  M, ENCASED IN A 90 CM GREASED SLEEVE, ENCLOSED
 DH9154'IN A 6 INCH PVC PIPE WITH CAP SURROUNDED  BY A CONCRETE COLLAR SET
 DH9154'FLUSH WITH THE GROUND.  IT IS 21.3 M (70.0 FT) WEST OF THE
 DH9154'INTERSECTION OF EAST 96TH AVENUE AND ELECTRA,  9.1 M (30.0 FT) NORTH
 DH9154'OF THE NORTH EDGE OF  EAST 96TH AVENUE, AND 0.6 M (2.0 FT) SOUTH OF A
 DH9154'T POST WITH A 4.0 FOOT TALL PVC PIPE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9155 ***********************************************************************
 DH9155  DESIGNATION -  DR J
 DH9155  PID         -  DH9155
 DH9155  STATE/COUNTY-  CO/DENVER
 DH9155  USGS QUAD   -  DENVER INTERNATIONAL AIRPORT (1994)
 DH9155
 DH9155                         *CURRENT SURVEY CONTROL
 DH9155  ___________________________________________________________________
 DH9155* NAD 83(1986)-  39 51 58.     (N)    104 40 29.     (W)     SCALED    
 DH9155* NAVD 88     -      1633.803  (meters)    5360.24   (feet)  ADJUSTED  
 DH9155  ___________________________________________________________________
 DH9155  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 DH9155  DYNAMIC HT  -        1632.288 (meters)    5355.26  (feet)  COMP
 DH9155  MODELED GRAV-     979,641.5   (mgal)                       NAVD 88
 DH9155
 DH9155  VERT ORDER  -  SECOND    CLASS I
 DH9155
 DH9155.The horizontal coordinates were scaled from a topographic map and have
 DH9155.an estimated accuracy of +/- 6 seconds.
 DH9155
 DH9155.The orthometric height was determined by differential leveling
 DH9155.and adjusted by the National Geodetic Survey in July 2006..
 DH9155
 DH9155.The geoid height was determined by GEOID03.
 DH9155
 DH9155.The dynamic height is computed by dividing the NAVD 88
 DH9155.geopotential number by the normal gravity value computed on the
 DH9155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9155.degrees latitude (g = 980.6199 gals.).
 DH9155
 DH9155.The modeled gravity was interpolated from observed gravity values.
 DH9155
 DH9155;                    North         East    Units  Estimated Accuracy
 DH9155;SPC CO C     -   530,790.      985,010.      MT  (+/- 180 meters Scaled)
 DH9155
 DH9155                          SUPERSEDED SURVEY CONTROL
 DH9155
 DH9155.No superseded survey control is available for this station.
 DH9155
 DH9155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE278129(NAD 83)
 DH9155_MARKER: F = FLANGE-ENCASED ROD
 DH9155_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9155_STAMPING: DR-J 814 2000
 DH9155_MARK LOGO: NONE  
 DH9155_PROJECTION: RECESSED 51 CENTIMETERS
 DH9155_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9155+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH9155_ROD/PIPE-DEPTH: 30.5 meters
 DH9155_SLEEVE-DEPTH  :  0.9 meters
 DH9155
 DH9155  HISTORY     - Date     Condition        Report By
 DH9155  HISTORY     - 2000     MONUMENTED       WOOLPT
 DH9155  HISTORY     - 2005     GOOD             WOOLPT
 DH9155
 DH9155                          STATION DESCRIPTION
 DH9155
 DH9155'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9155'DESCRIBED BY WOOLPERT, INC. 2005 (CRR)
 DH9155' 
 DH9155'THE STATION IS LOCATED 18.2 KM (11.3 MI) SOUTHEAST OF THE CITY OF
 DH9155'BRIGHTON, 8.4 KM (5.2 MI)  EAST OF TOWER ROAD AND EAST 88TH AVENUE,
 DH9155'AND 0.4 KM (0.2 MI) NORTH OF THE DIA CONCOURSE  C  BUILDING.
 DH9155'OWNERSHIP - CITY AND COUNTY OF DENVER INTERNATIONAL AIRPORT, MR. KEN
 DH9155'CONLAN, (303)342-8665.
 DH9155' 
 DH9155'TO REACH THE STATION FROM THE INTERSECTION  OF EAST 114TH AVENUE AND
 DH9155'QUEENSBURG  STREET, HEAD SOUTH ON QUEENSBURG STREET 3.2 KM (2.0 MI)
 DH9155'UNTIL YOU REACH DIA GATE 4,  CONTINUE SOUTH FROM GATE 4 0.4 KM (0.3
 DH9155'MI), TURN RIGHT ON EAST 96TH AVENUE FOR 0.5 KM (0.3  MI), TURN LEFT
 DH9155'(SOUTH) ON TO A SERVICE ROAD 0.4 KM (0.3 MI),TURN LEFT AND TRAVEL 0.5
 DH9155'KM (0.3 MI)  TO A GRAVEL DRIVE ON THE RIGHT LEADING INTO AN EQUIPMENT
 DH9155'PARKING AREA.  MARK IS STRAIGHT  AHEAD OFF OF THE SOUTHEAST CORNER OF
 DH9155'THE PARKING AREA.
 DH9155' 
 DH9155'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 DH9155'REFUSAL A DEPTH OF 30.5  M, ENCASED IN A 90 CM LONG GREASED SLEEVE,
 DH9155'ENCLOSED IN A 6 INCH PVC PIPE WITH CAP  SURROUNDED BY A 12 INCH PVC.
 DH9155'MARK IS 0.5 M (1.5 FT) BELOW GRADE.  IT IS 15.3 M (50 FT) EAST OF  THE
 DH9155'EDGE OF PARKING AREA, 7.6 M (25 FT) NORTH OF THE NORTH EDGE OF THE
 DH9155'SERVICE ROAD, AND  1.5 M (5.0 FT) SOUTH OF A T POST WITH A 4.0 FOOT
 DH9155'TALL PVC PIPE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9131 ***********************************************************************
 DH9131  DESIGNATION -  DR K
 DH9131  PID         -  DH9131
 DH9131  STATE/COUNTY-  CO/DENVER
 DH9131  USGS QUAD   -  DENVER INTERNATIONAL AIRPORT (1994)
 DH9131
 DH9131                         *CURRENT SURVEY CONTROL
 DH9131  ___________________________________________________________________
 DH9131* NAD 83(1986)-  39 51 45.     (N)    104 40 05.     (W)     SCALED    
 DH9131* NAVD 88     -      1635.269  (meters)    5365.05   (feet)  ADJUSTED  
 DH9131  ___________________________________________________________________
 DH9131  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 DH9131  DYNAMIC HT  -        1633.752 (meters)    5360.07  (feet)  COMP
 DH9131  MODELED GRAV-     979,640.9   (mgal)                       NAVD 88
 DH9131
 DH9131  VERT ORDER  -  SECOND    CLASS I
 DH9131
 DH9131.The horizontal coordinates were scaled from a topographic map and have
 DH9131.an estimated accuracy of +/- 6 seconds.
 DH9131
 DH9131.The orthometric height was determined by differential leveling
 DH9131.and adjusted by the National Geodetic Survey in July 2006..
 DH9131
 DH9131.The geoid height was determined by GEOID03.
 DH9131
 DH9131.The dynamic height is computed by dividing the NAVD 88
 DH9131.geopotential number by the normal gravity value computed on the
 DH9131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9131.degrees latitude (g = 980.6199 gals.).
 DH9131
 DH9131.The modeled gravity was interpolated from observed gravity values.
 DH9131
 DH9131;                    North         East    Units  Estimated Accuracy
 DH9131;SPC CO C     -   530,390.      985,590.      MT  (+/- 180 meters Scaled)
 DH9131
 DH9131                          SUPERSEDED SURVEY CONTROL
 DH9131
 DH9131.No superseded survey control is available for this station.
 DH9131
 DH9131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE283125(NAD 83)
 DH9131_MARKER: F = FLANGE-ENCASED ROD
 DH9131_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9131_STAMPING: DR-K 815
 DH9131_MARK LOGO: NONE  
 DH9131_PROJECTION: FLUSH
 DH9131_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9131+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2005
 DH9131_ROD/PIPE-DEPTH: 30.5 meters
 DH9131_SLEEVE-DEPTH  :  0.9 meters
 DH9131
 DH9131  HISTORY     - Date     Condition        Report By
 DH9131  HISTORY     - 20051021 MONUMENTED       WOOLPT
 DH9131
 DH9131                          STATION DESCRIPTION
 DH9131
 DH9131'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9131'DESCRIBED BY WOOLPERT, INC. 2005 (CRR)
 DH9131' 
 DH9131'THE STATION IS LOCATED 15.2 KM (9.5 MI) NORTHEAST OF THE INTERSECTION
 DH9131'OF INTERSTATE 70 AND  PENA BOULEVARD, 7.5 KM (4.7 MI) NORTHEAST OF THE
 DH9131'INTERSECTION OF E470 AND PENA BOULEVARD,  AND 0.4 KM (0.2 MI)EAST OF
 DH9131'THE EAST END OF THE CONCOURSE C BUILDING.  OWNERSHIP - THE CITY  AND
 DH9131'COUNTY OF DENVER INTERNATIONAL AIRPORT, MR. KEN CONLAN, (303)342-8665.
 DH9131'TO REACH THE STATION FROM THE INTERSECTION OF TOWER ROAD AND 120TH
 DH9131'AVENUE, HEAD EAST  ON 120TH AVENUE 8.8 KM (5.5 MI), TURN RIGHT AND
 DH9131'HEAD SOUTH ON TRUSSVILLE STREET FOR 1.0 KM  (0.7 MI),TURN RIGHT AND
 DH9131'HEAD WEST ON EAST 114TH AVENUE 0.6 KM (0.4 MI), TURN LEFT ON
 DH9131'QUEENSBURG STREET AND HEAD SOUTH 3.2 KM (2.0 MI) UNTIL YOU REACH DIA
 DH9131'GATE 4, CONTINUE  SOUTH ON QUEENSBURG STREET 0.4 KM (0.3 MI), TURN
 DH9131'LEFT AND HEAD EAST ON EAST 96TH AVENUE  1.0 KM (0.6 MI), TURN RIGHT ON
 DH9131'VANDRIVER STREET AND HEAD SOUTH 1.0 KM (0.7 MI)TILL YOU COME  TO THE
 DH9131'SECOND SERVICE ROAD ON THE RIGHT.  (YOU WILL HAVE CROSSED TWO
 DH9131'TAXIWAYS) TURN  RIGHT AND HEAD WEST 0.2 KM (0.1 MI) TO THE STATION ON
 DH9131'THE RIGHT.
 DH9131' 
 DH9131'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 DH9131'REFUSAL A DEPTH OF 30.5  M, ENCASED IN A 90 CM LONG GREASED SLEEVE,
 DH9131'ENCLOSED IN A 6 INCH PVC PIPE WITH CAP  SURROUNDED BY A CONCRETE
 DH9131'COLLAR SET FLUSH WITH THE GROUND.  IT IS 72.5 M (238 FT)  SOUTHWEST OF
 DH9131'THE SOUTHEAST CORNER OF THE CONCRETE PARKING AREA, 22.9 M (75 FT)
 DH9131'NORTH  OF THE NORTH EDGE OF THE SERVICE ROAD, AND 1.5 M (5.0 FT) SOUTH
 DH9131'OF A T POST WITH A 4.0  FOOT TALL PVC PIPE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9132 ***********************************************************************
 DH9132  DESIGNATION -  DR L
 DH9132  PID         -  DH9132
 DH9132  STATE/COUNTY-  CO/DENVER
 DH9132  USGS QUAD   -  DENVER INTERNATIONAL AIRPORT (1994)
 DH9132
 DH9132                         *CURRENT SURVEY CONTROL
 DH9132  ___________________________________________________________________
 DH9132* NAD 83(1986)-  39 51 45.     (N)    104 40 50.     (W)     SCALED    
 DH9132* NAVD 88     -      1635.051  (meters)    5364.33   (feet)  ADJUSTED  
 DH9132  ___________________________________________________________________
 DH9132  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 DH9132  DYNAMIC HT  -        1633.534 (meters)    5359.35  (feet)  COMP
 DH9132  MODELED GRAV-     979,640.4   (mgal)                       NAVD 88
 DH9132
 DH9132  VERT ORDER  -  SECOND    CLASS I
 DH9132
 DH9132.The horizontal coordinates were scaled from a topographic map and have
 DH9132.an estimated accuracy of +/- 6 seconds.
 DH9132
 DH9132.The orthometric height was determined by differential leveling
 DH9132.and adjusted by the National Geodetic Survey in July 2006..
 DH9132
 DH9132.The geoid height was determined by GEOID03.
 DH9132
 DH9132.The dynamic height is computed by dividing the NAVD 88
 DH9132.geopotential number by the normal gravity value computed on the
 DH9132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9132.degrees latitude (g = 980.6199 gals.).
 DH9132
 DH9132.The modeled gravity was interpolated from observed gravity values.
 DH9132
 DH9132;                    North         East    Units  Estimated Accuracy
 DH9132;SPC CO C     -   530,380.      984,520.      MT  (+/- 180 meters Scaled)
 DH9132
 DH9132                          SUPERSEDED SURVEY CONTROL
 DH9132
 DH9132.No superseded survey control is available for this station.
 DH9132
 DH9132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE273125(NAD 83)
 DH9132_MARKER: F = FLANGE-ENCASED ROD
 DH9132_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9132_STAMPING: DR-L 816
 DH9132_MARK LOGO: NONE  
 DH9132_PROJECTION: FLUSH
 DH9132_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9132+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2005
 DH9132_ROD/PIPE-DEPTH: 30.5 meters
 DH9132_SLEEVE-DEPTH  :  0.9 meters
 DH9132
 DH9132  HISTORY     - Date     Condition        Report By
 DH9132  HISTORY     - 20051021 MONUMENTED       WOOLPT
 DH9132
 DH9132                          STATION DESCRIPTION
 DH9132
 DH9132'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9132'DESCRIBED BY WOOLPERT, INC. 2005 (CRR)
 DH9132' 
 DH9132'THE STATION IS LOCATED 18.2 KM (11.3 MI) SOUTHEAST OF THE CITY OF
 DH9132'BRIGHTON, 3.4 KM (2.1 MI)  NORTHEAST OF THE INTERSECTION OF JACKSON
 DH9132'GAP ROAD AND PENA BOULEVARD, AND 0.2 KM (0.1  MI) WEST OF THE WEST END
 DH9132'OF DIA CONCOURSE C.  OWNERSHIP - CITY AND COUNTY OF DENVER
 DH9132'INTERNATIONAL AIRPORT, MR. KEN CONLAN, (303)342-8665.
 DH9132' 
 DH9132'TO REACH THE STATION FROM THE INTERSECTION OF JACKSON GAP ROAD AND
 DH9132'PENA BOULEVARD,  GO NORTH ON JACKSON GAP ROAD 0.5 KM (0.3 MI), TURN
 DH9132'RIGHT ON TO EAST 78TH AVENUE AND HEAD  NORTHEASTERLY 2.9 KM (1.8 MI)
 DH9132'UNTIL YOU REACH DIA GATE 1 ON THE LEFT.  PROCEED THROUGH  THE GATE AND
 DH9132'HEAD NORTH ON OAKHILL VEHICLE SERVICE ROAD 1.2 KM (0.8 MI), TURN RIGHT
 DH9132'AT THE  STOP LINE AND HEAD EAST ON THE SERVICE ROAD 0.3 KM (0.2 MI) TO
 DH9132'THE STATION ON THE LEFT.
 DH9132' 
 DH9132'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 DH9132'REFUSAL A DEPTH OF 30.5  M, ENCASED IN A 90 CM LONG GREASED SLEEVE,
 DH9132'ENCLOSED IN A 6 INCH PVC PIPE WITH CAP  SURROUNDED BY A CONCRETE
 DH9132'COLLAR SET FLUSH WITH THE GROUND.  IT IS 43 M (140 FT) NORTH OF  THE
 DH9132'NORTH EDGE OF THE SERVICE ROAD, 6.9 M (23 FT) EAST OF A LIGHT POLE,
 DH9132'5.9 M (20 FT) EAST OF  THE EAST EDGE OF THE DE-ICING PAD, AND 1.5 M
 DH9132'(5.0 FT) SOUTH OF A T POST WITH A 4.0 FOOT TALL  PVC PIPE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9133 ***********************************************************************
 DH9133  DESIGNATION -  DR M
 DH9133  PID         -  DH9133
 DH9133  STATE/COUNTY-  CO/DENVER
 DH9133  USGS QUAD   -  DENVER INTERNATIONAL AIRPORT (1994)
 DH9133
 DH9133                         *CURRENT SURVEY CONTROL
 DH9133  ___________________________________________________________________
 DH9133* NAD 83(1986)-  39 51 13.     (N)    104 40 51.     (W)     SCALED    
 DH9133* NAVD 88     -      1638.148  (meters)    5374.49   (feet)  ADJUSTED  
 DH9133  ___________________________________________________________________
 DH9133  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 DH9133  DYNAMIC HT  -        1636.624 (meters)    5369.49  (feet)  COMP
 DH9133  MODELED GRAV-     979,638.3   (mgal)                       NAVD 88
 DH9133
 DH9133  VERT ORDER  -  SECOND    CLASS I
 DH9133
 DH9133.The horizontal coordinates were scaled from a topographic map and have
 DH9133.an estimated accuracy of +/- 6 seconds.
 DH9133
 DH9133.The orthometric height was determined by differential leveling
 DH9133.and adjusted by the National Geodetic Survey in July 2006..
 DH9133
 DH9133.The geoid height was determined by GEOID03.
 DH9133
 DH9133.The dynamic height is computed by dividing the NAVD 88
 DH9133.geopotential number by the normal gravity value computed on the
 DH9133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9133.degrees latitude (g = 980.6199 gals.).
 DH9133
 DH9133.The modeled gravity was interpolated from observed gravity values.
 DH9133
 DH9133;                    North         East    Units  Estimated Accuracy
 DH9133;SPC CO C     -   529,390.      984,500.      MT  (+/- 180 meters Scaled)
 DH9133
 DH9133                          SUPERSEDED SURVEY CONTROL
 DH9133
 DH9133.No superseded survey control is available for this station.
 DH9133
 DH9133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE273115(NAD 83)
 DH9133_MARKER: F = FLANGE-ENCASED ROD
 DH9133_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9133_STAMPING: DR-M 817
 DH9133_MARK LOGO: NONE  
 DH9133_PROJECTION: FLUSH
 DH9133_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9133+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2005
 DH9133_ROD/PIPE-DEPTH: 30.5 meters
 DH9133_SLEEVE-DEPTH  :  0.9 meters
 DH9133
 DH9133  HISTORY     - Date     Condition        Report By
 DH9133  HISTORY     - 20051021 MONUMENTED       WOOLPT
 DH9133
 DH9133                          STATION DESCRIPTION
 DH9133
 DH9133'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9133'DESCRIBED BY WOOLPERT, INC. 2005 (CRR)
 DH9133' 
 DH9133'THE STATION IS LOCATED 18.8 KM (11.7 MI) SOUTHEAST OF THE CITY OF
 DH9133'BRIGHTON, 2.4 KM (1.5 MI)  NORTHEAST OF THE INTERSECTION OF JACKSON
 DH9133'GAP ROAD AND PENA BOULEVARD, AND 0.3 KM (0.2  MI) WEST OF THE WEST END
 DH9133'OF DIA CONCOURSE A.  OWNERSHIP - CITY AND COUNTY OF DENVER
 DH9133'INTERNATIONAL AIRPORT, MR. KEN CONLAN, (303)342-8665.
 DH9133' 
 DH9133'TO REACH THE STATION FROM THE INTERSECTION OF JACKSON GAP ROAD AND
 DH9133'PENA BOULEVARD,  GO NORTH ON JACKSON GAP ROAD 0.5 KM (0.3 MI), TURN
 DH9133'RIGHT ON TO EAST 78TH AVENUE AND HEAD  NORTHEASTERLY 2.9 KM (1.8 MI)
 DH9133'UNTIL YOU REACH DIA GATE 1 ON THE LEFT.  PROCEED THROUGH  THE GATE AND
 DH9133'HEAD NORTH ON OAKHILL VEHICLE SERVICE ROAD 0.2 KM (0.2 MI) TO A
 DH9133'SERVICE ROAD  ON THE RIGHT, TURN RIGHT AND HEAD EAST 34 M (112 FT) TO
 DH9133'THE STATION ON THE RIGHT.
 DH9133' 
 DH9133'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 DH9133'REFUSAL A DEPTH OF 30.5  M, ENCASED IN A 90 CM LONG GREASED SLEEVE,
 DH9133'ENCLOSED IN A 6 INCH PVC PIPE WITH CAP  SURROUNDED BY A CONCRETE
 DH9133'COLLAR SET FLUSH WITH THE GROUND.  IT IS 36.5 M (120 FT) NORTH  OF THE
 DH9133'NORTH EDGE OF TAXIWAY AS, 30.3 M (100 FT) EAST OF THE EAST EDGE OF
 DH9133'OAKHILL VSR,   15.2 M (50 FT) SOUTH OF THE SERVICE ROAD, AND 1.5 M
 DH9133'(5.0 FT) SOUTH OF A T POST WITH A 4.0 FOOT  TALL PVC PIPE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9134 ***********************************************************************
 DH9134  DESIGNATION -  DR N
 DH9134  PID         -  DH9134
 DH9134  STATE/COUNTY-  CO/DENVER
 DH9134  USGS QUAD   -  DENVER INTERNATIONAL AIRPORT (1994)
 DH9134
 DH9134                         *CURRENT SURVEY CONTROL
 DH9134  ___________________________________________________________________
 DH9134* NAD 83(1986)-  39 51 08.     (N)    104 40 14.     (W)     SCALED    
 DH9134* NAVD 88     -      1640.104  (meters)    5380.91   (feet)  ADJUSTED  
 DH9134  ___________________________________________________________________
 DH9134  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 DH9134  DYNAMIC HT  -        1638.579 (meters)    5375.90  (feet)  COMP
 DH9134  MODELED GRAV-     979,638.3   (mgal)                       NAVD 88
 DH9134
 DH9134  VERT ORDER  -  SECOND    CLASS I
 DH9134
 DH9134.The horizontal coordinates were scaled from a topographic map and have
 DH9134.an estimated accuracy of +/- 6 seconds.
 DH9134
 DH9134.The orthometric height was determined by differential leveling
 DH9134.and adjusted by the National Geodetic Survey in July 2006..
 DH9134
 DH9134.The geoid height was determined by GEOID03.
 DH9134
 DH9134.The dynamic height is computed by dividing the NAVD 88
 DH9134.geopotential number by the normal gravity value computed on the
 DH9134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9134.degrees latitude (g = 980.6199 gals.).
 DH9134
 DH9134.The modeled gravity was interpolated from observed gravity values.
 DH9134
 DH9134;                    North         East    Units  Estimated Accuracy
 DH9134;SPC CO C     -   529,250.      985,380.      MT  (+/- 180 meters Scaled)
 DH9134
 DH9134                          SUPERSEDED SURVEY CONTROL
 DH9134
 DH9134.No superseded survey control is available for this station.
 DH9134
 DH9134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE281114(NAD 83)
 DH9134_MARKER: F = FLANGE-ENCASED ROD
 DH9134_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9134_STAMPING: DR-N 818
 DH9134_MARK LOGO: NONE  
 DH9134_PROJECTION: FLUSH
 DH9134_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9134+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2005
 DH9134_ROD/PIPE-DEPTH: 30.5 meters
 DH9134_SLEEVE-DEPTH  :  0.9 meters
 DH9134
 DH9134  HISTORY     - Date     Condition        Report By
 DH9134  HISTORY     - 20051021 MONUMENTED       WOOLPT
 DH9134
 DH9134                          STATION DESCRIPTION
 DH9134
 DH9134'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9134'DESCRIBED BY WOOLPERT, INC. 2005 (CRR)
 DH9134' 
 DH9134'THE STATION IS LOCATED 19.4 KM (12.0 MI) NORTHEAST OF THE CITY OF
 DH9134'AURORA, 2.8 KM (1.7 MI)  NORTHEAST OF THE INTERSECTION OF JACKSON GAP
 DH9134'ROAD AND PENA BOULEVARD, AND 0.3 KM (0.2  MI) NORTHEAST OF THE DIA
 DH9134'TERMINAL.  OWNERSHIP - CITY AND COUNTY OF DENVER INTERNATIONAL
 DH9134'AIRPORT, MR. KEN CONLAN, (303)342-8665.
 DH9134' 
 DH9134'TO REACH THE STATION FROM THE INTERSECTION OF JACKSON GAP ROAD AND
 DH9134'PENA BOULEVARD,  GO NORTH ON JACKSON GAP ROAD 0.5 KM (0.3 MI), TURN
 DH9134'RIGHT ON TO EAST 78TH AVENUE AND HEAD  NORTHEASTERLY 2.9 KM (1.8 MI)
 DH9134'UNTIL YOU REACH DIA GATE 1 ON THE LEFT.  PROCEED THROUGH  THE GATE AND
 DH9134'HEAD EAST ALONG THE SERVICE ROAD SOUTH OF TAXIWAY AA 1.0 KM (0.6 MI)
 DH9134'TO THE  STATION ON THE RIGHT.
 DH9134' 
 DH9134'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 DH9134'REFUSAL A DEPTH OF 30.5  M, ENCASED IN A 90 CM LONG GREASED SLEEVE,
 DH9134'ENCLOSED IN A 6 INCH PVC PIPE WITH CAP  SURROUNDED BY A CONCRETE
 DH9134'COLLAR SET FLUSH WITH THE GROUND.  IT IS 30.5 M (100 FT) EAST OF  A
 DH9134'JOG IN THE CHAIN LINK FENCE, 19.8 M (65 FT) SOUTH OF THE EDGE OF THE
 DH9134'SERVICE ROAD, 2.0 M (6  FT) NORTH OF THE CHAIN LINK FENCE, AND 0.5 M
 DH9134'(1.5 FT) SOUTH OF A T POST WITH A 4.0 FOOT TALL  PVC PIPE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9157 ***********************************************************************
 DH9157  DESIGNATION -  DR P
 DH9157  PID         -  DH9157
 DH9157  STATE/COUNTY-  CO/DENVER
 DH9157  USGS QUAD   -  DENVER INTERNATIONAL AIRPORT (1994)
 DH9157
 DH9157                         *CURRENT SURVEY CONTROL
 DH9157  ___________________________________________________________________
 DH9157* NAD 83(1986)-  39 49 30.     (N)    104 40 44.     (W)     SCALED    
 DH9157* NAVD 88     -      1635.805  (meters)    5366.80   (feet)  ADJUSTED  
 DH9157  ___________________________________________________________________
 DH9157  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 DH9157  DYNAMIC HT  -        1634.271 (meters)    5361.77  (feet)  COMP
 DH9157  MODELED GRAV-     979,631.2   (mgal)                       NAVD 88
 DH9157
 DH9157  VERT ORDER  -  SECOND    CLASS I
 DH9157
 DH9157.The horizontal coordinates were scaled from a topographic map and have
 DH9157.an estimated accuracy of +/- 6 seconds.
 DH9157
 DH9157.The orthometric height was determined by differential leveling
 DH9157.and adjusted by the National Geodetic Survey in July 2006..
 DH9157
 DH9157.The geoid height was determined by GEOID03.
 DH9157
 DH9157.The dynamic height is computed by dividing the NAVD 88
 DH9157.geopotential number by the normal gravity value computed on the
 DH9157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9157.degrees latitude (g = 980.6199 gals.).
 DH9157
 DH9157.The modeled gravity was interpolated from observed gravity values.
 DH9157
 DH9157;                    North         East    Units  Estimated Accuracy
 DH9157;SPC CO C     -   526,220.      984,700.      MT  (+/- 180 meters Scaled)
 DH9157
 DH9157                          SUPERSEDED SURVEY CONTROL
 DH9157
 DH9157.No superseded survey control is available for this station.
 DH9157
 DH9157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE274083(NAD 83)
 DH9157_MARKER: F = FLANGE-ENCASED ROD
 DH9157_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9157_STAMPING: DR-P 2001
 DH9157_MARK LOGO: NONE  
 DH9157_PROJECTION: FLUSH
 DH9157_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9157+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH9157_ROD/PIPE-DEPTH:  7.3 meters
 DH9157_SLEEVE-DEPTH  :  0.9 meters
 DH9157
 DH9157  HISTORY     - Date     Condition        Report By
 DH9157  HISTORY     - 2001     MONUMENTED       WOOLPT
 DH9157  HISTORY     - 2005     GOOD             WOOLPT
 DH9157
 DH9157                          STATION DESCRIPTION
 DH9157
 DH9157'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9157'DESCRIBED BY WOOLPERT, INC. 2005 (RLH)
 DH9157' 
 DH9157'THE STATION IS LOCATED ABOUT 2.6 KM (1.6 MI) SOUTH SOUTHWEST OF  THE
 DH9157'AIRPORT TERMINAL, 2.1 KM (1.3 MI) SOUTH FROM THE INTERSECTION  OF PENA
 DH9157'BOULEVARD AND JACKSON GAP RD, 1.9 KM (1.2 MI) EAST OF  THE
 DH9157'INTERSECTION OF JACKSON GAP RD. AND 75 TH AVENUE, OWNERSHIP--CITY AND
 DH9157'COUNTY OF DENVER INTERNATIONAL AIRPORT, MR.  KEN CONLAN, 303-342-8665
 DH9157'TO REACH THE STATION FROM EAST BOUND INTERSTATE 70 AND THE OFF RAMP
 DH9157'TO PENA BOULEVARD GOING TO THE AIRPORT, TAKE THE OFF RAMP, PENA
 DH9157'BOULEVARD FOR 15.5 KM (9.6 MI) TO JACKSON GAP RD, SOUTH ON JACKSON GAP
 DH9157'RD. 2.0 KM (1.3 MI) TO THE STATION ON THE LEFT ( JACKSON GAP RD. TURNS
 DH9157'INTO 71 ST AVENUE AT THE CURVE). THIS STATION IS JUST WEST OF THE
 DH9157'INTERSECTION OF 71 ST AVENUE AND POWHATON.
 DH9157' 
 DH9157'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 7.3 M (24.0 FT) STAINLESS
 DH9157'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 0.9 M (3.0 FT) LONG GREASED
 DH9157'SLEEVE, ENCLOSED IN A 6-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A
 DH9157'CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 40.8 M (134.0 FT) WEST
 DH9157'OF THE CENTERLINE OF POWHATON ST., 22.6 M (74.0 FT) NORTH OF THE
 DH9157'CENTERLINE OF 71 ST AVENUE, 20.7 M (67.8 FT) NORTHEAST FROM A
 DH9157'DELINEAT0R.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9135 ***********************************************************************
 DH9135  DESIGNATION -  DR Q
 DH9135  PID         -  DH9135
 DH9135  STATE/COUNTY-  CO/DENVER
 DH9135  USGS QUAD   -  HORSE CREEK (1952)
 DH9135
 DH9135                         *CURRENT SURVEY CONTROL
 DH9135  ___________________________________________________________________
 DH9135* NAD 83(1986)-  39 53 04.     (N)    104 34 55.     (W)     SCALED    
 DH9135* NAVD 88     -      1629.723  (meters)    5346.85   (feet)  ADJUSTED  
 DH9135  ___________________________________________________________________
 DH9135  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 DH9135  DYNAMIC HT  -        1628.231 (meters)    5341.95  (feet)  COMP
 DH9135  MODELED GRAV-     979,653.4   (mgal)                       NAVD 88
 DH9135
 DH9135  VERT ORDER  -  SECOND    CLASS I
 DH9135
 DH9135.The horizontal coordinates were scaled from a topographic map and have
 DH9135.an estimated accuracy of +/- 6 seconds.
 DH9135
 DH9135.The orthometric height was determined by differential leveling
 DH9135.and adjusted by the National Geodetic Survey in July 2006..
 DH9135
 DH9135.The geoid height was determined by GEOID03.
 DH9135
 DH9135.The dynamic height is computed by dividing the NAVD 88
 DH9135.geopotential number by the normal gravity value computed on the
 DH9135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9135.degrees latitude (g = 980.6199 gals.).
 DH9135
 DH9135.The modeled gravity was interpolated from observed gravity values.
 DH9135
 DH9135;                    North         East    Units  Estimated Accuracy
 DH9135;SPC CO C     -   532,900.      992,930.      MT  (+/- 180 meters Scaled)
 DH9135
 DH9135                          SUPERSEDED SURVEY CONTROL
 DH9135
 DH9135.No superseded survey control is available for this station.
 DH9135
 DH9135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE357150(NAD 83)
 DH9135_MARKER: F = FLANGE-ENCASED ROD
 DH9135_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9135_STAMPING: DR-Q 822
 DH9135_MARK LOGO: NONE  
 DH9135_PROJECTION: FLUSH
 DH9135_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9135+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2005
 DH9135_ROD/PIPE-DEPTH:  4.0 meters
 DH9135_SLEEVE-DEPTH  :  0.9 meters
 DH9135
 DH9135  HISTORY     - Date     Condition        Report By
 DH9135  HISTORY     - 20051021 MONUMENTED       WOOLPT
 DH9135
 DH9135                          STATION DESCRIPTION
 DH9135
 DH9135'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9135'DESCRIBED BY WOOLPERT, INC. 2005 (CRR)
 DH9135' 
 DH9135'THE STATION IS LOCATED 19.2 KM (12.0 MI) NORTHWEST OF THE TOWN OF
 DH9135'BENNETT, 8.7 KM (5.4 MI)  NORTHEAST OF THE DIA TERMINAL, AND 9.6 KM
 DH9135'(6.0 MI) NORTH OF THE INTERSECTION OF EAST 56TH  AVENUE AND NORTH
 DH9135'IMBODEN ROAD.  OWNERSHIP - ADAMS COUNTY HIGHWAY DEPARTMENT.
 DH9135' 
 DH9135'TO REACH THE STATION FROM THE INTERSECTION OF EAST 56TH AVENUE AND
 DH9135'NORTH IMBODEN  ROAD, HEAD NORTH ON IMBODEN 9.6 KM (6.0 MI), TURN
 DH9135'RIGHT, HEAD EAST ON EAST 104TH AVE 0.15  KM (0.1 MI) TO THE STATION ON
 DH9135'THE RIGHT.
 DH9135' 
 DH9135'THYE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 DH9135'REFUSAL A DEPTH OF 4.0  M, ENCASED IN A 90 CM LONG GREASED SLEEVE,
 DH9135'ENCLOSED IN A 6 INCH PVC PIPE WITH CAP  SURROUNDED BY A CONCRETE
 DH9135'COLLAR SET FLUSH WITH THE GROUND.  IT IS 10.2 M (33.5 FT) SOUTH  OF A
 DH9135'BARB-WIRE FENCE, 5.0 M (16.4 FT) SOUTH OF THE CENTERLINE OF EAST 104TH
 DH9135'STREET, AND 1.0 M  (3.0 FT)NORTHEAST OF A T POST WITH A 4.0 FOOT TALL
 DH9135'PVC PIPE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9158 ***********************************************************************
 DH9158  DESIGNATION -  DR R
 DH9158  PID         -  DH9158
 DH9158  STATE/COUNTY-  CO/DENVER
 DH9158  USGS QUAD   -  MANILA (1951)
 DH9158
 DH9158                         *CURRENT SURVEY CONTROL
 DH9158  ___________________________________________________________________
 DH9158* NAD 83(1986)-  39 48 50.     (N)    104 37 10.     (W)     SCALED    
 DH9158* NAVD 88     -      1648.432  (meters)    5408.23   (feet)  ADJUSTED  
 DH9158  ___________________________________________________________________
 DH9158  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 DH9158  DYNAMIC HT  -        1646.890 (meters)    5403.17  (feet)  COMP
 DH9158  MODELED GRAV-     979,632.4   (mgal)                       NAVD 88
 DH9158
 DH9158  VERT ORDER  -  SECOND    CLASS I
 DH9158
 DH9158.The horizontal coordinates were scaled from a topographic map and have
 DH9158.an estimated accuracy of +/- 6 seconds.
 DH9158
 DH9158.The orthometric height was determined by differential leveling
 DH9158.and adjusted by the National Geodetic Survey in July 2006..
 DH9158
 DH9158.The geoid height was determined by GEOID03.
 DH9158
 DH9158.The dynamic height is computed by dividing the NAVD 88
 DH9158.geopotential number by the normal gravity value computed on the
 DH9158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9158.degrees latitude (g = 980.6199 gals.).
 DH9158
 DH9158.The modeled gravity was interpolated from observed gravity values.
 DH9158
 DH9158;                    North         East    Units  Estimated Accuracy
 DH9158;SPC CO C     -   525,030.      989,800.      MT  (+/- 180 meters Scaled)
 DH9158
 DH9158                          SUPERSEDED SURVEY CONTROL
 DH9158
 DH9158.No superseded survey control is available for this station.
 DH9158
 DH9158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE325071(NAD 83)
 DH9158_MARKER: F = FLANGE-ENCASED ROD
 DH9158_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9158_STAMPING: DR-R 2001
 DH9158_MARK LOGO: NONE  
 DH9158_PROJECTION: FLUSH
 DH9158_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9158+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH9158_ROD/PIPE-DEPTH: 23.4 meters
 DH9158_SLEEVE-DEPTH  :  0.9 meters
 DH9158
 DH9158  HISTORY     - Date     Condition        Report By
 DH9158  HISTORY     - 2001     MONUMENTED       WOOLPT
 DH9158  HISTORY     - 2005     GOOD             WOOLPT
 DH9158
 DH9158                          STATION DESCRIPTION
 DH9158
 DH9158'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9158'DESCRIBED BY WOOLPERT, INC. 2005 (CRR)
 DH9158' 
 DH9158'THE STATION IS LOCATED 20.3 KM (12.6 MI) NORTHEAST OF THE CITY OF
 DH9158'AURORA, 11.3 KM (7.0 MI)  SOUTHEAST OF THE INTERSECTION OF E470 AND
 DH9158'PENA BOULEVARD, AND 6.4 KM (4.0 MI) SOUTHEAST  OF THE DIA TERMINAL.
 DH9158'OWNERSHIP - CITY AND COUNTY OF DENVER INTERNATIONAL AIRPORT, MR.  KEN
 DH9158'CONLAN, (303)342-8665.
 DH9158' 
 DH9158'TO REACH THE STATION FROM THE INTERSECTION OF EAST 56TH AVENUE AND
 DH9158'HUDSON MILE ROAD,  HEAD NORTH ON HUDSON FOR 1.6 KM (1.0 MI) TO A DIRT
 DH9158'ROAD ON THE RIGHT, TURN RIGHT (EAST)  AND TRAVEL 0.3 KM (0.2 MI) UP
 DH9158'THE HILL TO THE STATION ON THE RIGHT.
 DH9158' 
 DH9158'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 DH9158'REFUSAL A DEPTH 23.4 M,  ENCASED IN A 90 CM LONG GREASED SLEEVE,
 DH9158'ENCLOSED IN A 6 INCH PVC PIPE WITH CAP  SURROUNDED BY A CONCRETE
 DH9158'COLLAR SET FLUSH WITH THE GROUND.  IT IS 76 M (248 FT)  SOUTHWEST OF A
 DH9158'LARGE DECIDUOUS TREE WITH TREEHOUSE, 40 M (131 FT) SOUTH OF THE
 DH9158'CENTERLINE OF THE DIRT ROAD, AND 1.1 M (3.5 FT) SOUTH OF A T POST WITH
 DH9158'A 4.0 FOOT TALL PVC  PIPE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9136 ***********************************************************************
 DH9136  DESIGNATION -  DR S
 DH9136  PID         -  DH9136
 DH9136  STATE/COUNTY-  CO/DENVER
 DH9136  USGS QUAD   -  DENVER INTERNATIONAL AIRPORT (1994)
 DH9136
 DH9136                         *CURRENT SURVEY CONTROL
 DH9136  ___________________________________________________________________
 DH9136* NAD 83(1986)-  39 50 04.     (N)    104 40 26.     (W)     SCALED    
 DH9136* NAVD 88     -      1640.608  (meters)    5382.56   (feet)  ADJUSTED  
 DH9136  ___________________________________________________________________
 DH9136  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 DH9136  DYNAMIC HT  -        1639.075 (meters)    5377.53  (feet)  COMP
 DH9136  MODELED GRAV-     979,633.8   (mgal)                       NAVD 88
 DH9136
 DH9136  VERT ORDER  -  SECOND    CLASS I
 DH9136
 DH9136.The horizontal coordinates were scaled from a topographic map and have
 DH9136.an estimated accuracy of +/- 6 seconds.
 DH9136
 DH9136.The orthometric height was determined by differential leveling
 DH9136.and adjusted by the National Geodetic Survey in July 2006..
 DH9136
 DH9136.The geoid height was determined by GEOID03.
 DH9136
 DH9136.The dynamic height is computed by dividing the NAVD 88
 DH9136.geopotential number by the normal gravity value computed on the
 DH9136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9136.degrees latitude (g = 980.6199 gals.).
 DH9136
 DH9136.The modeled gravity was interpolated from observed gravity values.
 DH9136
 DH9136;                    North         East    Units  Estimated Accuracy
 DH9136;SPC CO C     -   527,270.      985,120.      MT  (+/- 180 meters Scaled)
 DH9136
 DH9136                          SUPERSEDED SURVEY CONTROL
 DH9136
 DH9136.No superseded survey control is available for this station.
 DH9136
 DH9136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE279094(NAD 83)
 DH9136_MARKER: F = FLANGE-ENCASED ROD
 DH9136_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9136_STAMPING: DR-S 824
 DH9136_MARK LOGO: NONE  
 DH9136_PROJECTION: FLUSH
 DH9136_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9136+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2005
 DH9136_ROD/PIPE-DEPTH:  5.2 meters
 DH9136_SLEEVE-DEPTH  :  0.9 meters
 DH9136
 DH9136  HISTORY     - Date     Condition        Report By
 DH9136  HISTORY     - 20051021 MONUMENTED       WOOLPT
 DH9136
 DH9136                          STATION DESCRIPTION
 DH9136
 DH9136'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9136'DESCRIBED BY WOOLPERT, INC. 2005 (RLH)
 DH9136' 
 DH9136'THE STATION IS LOCATED ABOUT 1.5 KM (0.9 MI) SOUTH OF THE AIRPORT
 DH9136'TERMINAL, 1.5 KM (0.9 MI) EAST FROM THE INTERSECTION OF PENA BOULEVARD
 DH9136'AND JACKSON GAP RD, 8.2 KM (5.1 MI) EAST OF THE INTERSECTION OF PENA
 DH9136'BOULEVARD AND TOWER ROAD, OWNERSHIP--CITY AND COUNTY OF DENVER
 DH9136'INTERNATIONAL AIRPORT, MR.  KEN CONLAN, 303-342-8665
 DH9136' 
 DH9136'TO REACH THE STATION FROM EAST BOUND INTERSTATE 70 AND THE OFF RAMP
 DH9136'TO PENA BOULEVARD GOING TO THE AIRPORT, TAKE THE OFF RAMP, PENA
 DH9136'BOULEVARD FOR 16.9 KM (10.5 MI) TO THE STATION ON THE LEFT. THE
 DH9136'STATION IS BETWEEN THE  EAST AND WEST BOUND LANES JUST SOUTHWEST OF
 DH9136'THE RETURN TO TERMINAL/EAST BOUND RAMP, EXIT THE LEFT EAST BOUND LANE
 DH9136'BEFORE THE STATION AND DRIVE  NORTH TO THE STATION.
 DH9136' 
 DH9136'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 5.2 M (17.2 FT) LONG
 DH9136'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 0.9 M (3.0 FT)
 DH9136'LONG GREASED SLEEVE, ENCLOSED IN A 6-INCH PVC PIPE WITH LOGO LID,
 DH9136'SURROUNDED BY A CONCRETE COLLAR SET FLUSH WITH THE GROUND.  IT IS 69.4
 DH9136'M (227.8 FT) SOUTHEAST OF A LIGHT, 63.6 M (208.6 FT) WEST SOUTHWEST OF
 DH9136'A SIGN ALONG THE RETURN TO  TERMINAL/EAST BOUND RAMP, 23.7 M (77.7 FT)
 DH9136'SOUTHWEST FROM THE SOUTHWEST CORNER OF A SHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9137 ***********************************************************************
 DH9137  DESIGNATION -  DR T
 DH9137  PID         -  DH9137
 DH9137  STATE/COUNTY-  CO/DENVER
 DH9137  USGS QUAD   -  MILE HIGH LAKES (1994)
 DH9137
 DH9137                         *CURRENT SURVEY CONTROL
 DH9137  ___________________________________________________________________
 DH9137* NAD 83(1986)-  39 53 07.     (N)    104 38 42.     (W)     SCALED    
 DH9137* NAVD 88     -      1619.553  (meters)    5313.48   (feet)  ADJUSTED  
 DH9137  ___________________________________________________________________
 DH9137  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 DH9137  DYNAMIC HT  -        1618.061 (meters)    5308.59  (feet)  COMP
 DH9137  MODELED GRAV-     979,648.0   (mgal)                       NAVD 88
 DH9137
 DH9137  VERT ORDER  -  SECOND    CLASS I
 DH9137
 DH9137.The horizontal coordinates were scaled from a topographic map and have
 DH9137.an estimated accuracy of +/- 6 seconds.
 DH9137
 DH9137.The orthometric height was determined by differential leveling
 DH9137.and adjusted by the National Geodetic Survey in July 2006..
 DH9137
 DH9137.The geoid height was determined by GEOID03.
 DH9137
 DH9137.The dynamic height is computed by dividing the NAVD 88
 DH9137.geopotential number by the normal gravity value computed on the
 DH9137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9137.degrees latitude (g = 980.6199 gals.).
 DH9137
 DH9137.The modeled gravity was interpolated from observed gravity values.
 DH9137
 DH9137;                    North         East    Units  Estimated Accuracy
 DH9137;SPC CO C     -   532,940.      987,540.      MT  (+/- 180 meters Scaled)
 DH9137
 DH9137                          SUPERSEDED SURVEY CONTROL
 DH9137
 DH9137.No superseded survey control is available for this station.
 DH9137
 DH9137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE303150(NAD 83)
 DH9137_MARKER: F = FLANGE-ENCASED ROD
 DH9137_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9137_STAMPING: DR-T 825
 DH9137_MARK LOGO: NONE  
 DH9137_PROJECTION: FLUSH
 DH9137_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9137+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2005
 DH9137_ROD/PIPE-DEPTH:  4.8 meters
 DH9137_SLEEVE-DEPTH  :  0.9 meters
 DH9137
 DH9137  HISTORY     - Date     Condition        Report By
 DH9137  HISTORY     - 20051021 MONUMENTED       WOOLPT
 DH9137
 DH9137                          STATION DESCRIPTION
 DH9137
 DH9137'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9137'DESCRIBED BY WOOLPERT,INC. 2005 (CRR)
 DH9137' 
 DH9137'THE STATION IS LOCATED 18.6 KM (11.6 MI) SOUTHEAST OF THE CITY OF
 DH9137'BRIGHTON, 10.4 KM (6.4 MI)  NORTHEAST OF THE INTERSECTION OF E470 AND
 DH9137'PENA BOULEVARD, AND 3.5 KM (2.2 MI) NORTHEAST  OF THE DIA CONCOURSE C
 DH9137'BUILDING.  OWNERSHIP - CITY AND COUNTY OF DENVER INTERNATIONAL
 DH9137'AIRPORT, MR. KEN CONLAN, (303)342-8665.
 DH9137' 
 DH9137'TO REACH THE STATION FROM THE INTERSECTION OF EAST 128TH AVENUE AND
 DH9137'HAYESMOUNT ROAD,  TRAVEL SOUTH ON HAYESMOUNT ROAD 4.8 MI(3.0 MI) TO
 DH9137'EAST 104TH AVENUE, TURN RIGHT (WEST)  0.4 KM (0.2 MI) TO THE STATION
 DH9137'ON THE RIGHT.
 DH9137' 
 DH9137'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 DH9137'REFUSAL A DEPTH OF 4.8  M, ENCASED IN A 90 CM LONG GREASED SLEEVE,
 DH9137'ENCLOSED IN A 6 INCH PVC PIPE WITH CAP  SURROUNDED BY A CONCRETE
 DH9137'COLLAR SET FLUSH WITH THE GROUND.  IT IS 93.5 M (307 FT) EAST OF  A
 DH9137'GROUP OF GAS LINE MARKERS, 4.9 M (16.2 FT) NORTH OF THE CENTERLINE OF
 DH9137'EAST 104TH AVENUE,  AND 1.4 M (4.5 FT) SOUTH OF A T POST WITH A 4.0
 DH9137'FOOT TALL PVC PIPE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9138 ***********************************************************************
 DH9138  DESIGNATION -  DR U
 DH9138  PID         -  DH9138
 DH9138  STATE/COUNTY-  CO/DENVER
 DH9138  USGS QUAD   -  DENVER INTERNATIONAL AIRPORT (1994)
 DH9138
 DH9138                         *CURRENT SURVEY CONTROL
 DH9138  ___________________________________________________________________
 DH9138* NAD 83(1986)-  39 51 15.     (N)    104 37 52.     (W)     SCALED    
 DH9138* NAVD 88     -      1623.561  (meters)    5326.63   (feet)  ADJUSTED  
 DH9138  ___________________________________________________________________
 DH9138  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 DH9138  DYNAMIC HT  -        1622.055 (meters)    5321.69  (feet)  COMP
 DH9138  MODELED GRAV-     979,641.5   (mgal)                       NAVD 88
 DH9138
 DH9138  VERT ORDER  -  SECOND    CLASS I
 DH9138
 DH9138.The horizontal coordinates were scaled from a topographic map and have
 DH9138.an estimated accuracy of +/- 6 seconds.
 DH9138
 DH9138.The orthometric height was determined by differential leveling
 DH9138.and adjusted by the National Geodetic Survey in July 2006..
 DH9138
 DH9138.The geoid height was determined by GEOID03.
 DH9138
 DH9138.The dynamic height is computed by dividing the NAVD 88
 DH9138.geopotential number by the normal gravity value computed on the
 DH9138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9138.degrees latitude (g = 980.6199 gals.).
 DH9138
 DH9138.The modeled gravity was interpolated from observed gravity values.
 DH9138
 DH9138;                    North         East    Units  Estimated Accuracy
 DH9138;SPC CO C     -   529,490.      988,760.      MT  (+/- 180 meters Scaled)
 DH9138
 DH9138                          SUPERSEDED SURVEY CONTROL
 DH9138
 DH9138.No superseded survey control is available for this station.
 DH9138
 DH9138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE315116(NAD 83)
 DH9138_MARKER: F = FLANGE-ENCASED ROD
 DH9138_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9138_STAMPING: DR-U 826
 DH9138_MARK LOGO: NONE  
 DH9138_PROJECTION: FLUSH
 DH9138_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9138+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2005
 DH9138_ROD/PIPE-DEPTH: 26.5 meters
 DH9138_SLEEVE-DEPTH  :  0.9 meters
 DH9138
 DH9138  HISTORY     - Date     Condition        Report By
 DH9138  HISTORY     - 20051021 MONUMENTED       WOOLPT
 DH9138
 DH9138                          STATION DESCRIPTION
 DH9138
 DH9138'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9138'DESCRIBED BY WOOLPERT, INC. 2002 (CRR)
 DH9138' 
 DH9138'THE STATION IS LOCATED 21.8 KM (13.6 MI) SOUTHEAST OF THE CITY OF
 DH9138'BRIGHTON, 7.5 KM (4.6 MI)  NORTHWEST OF THE INTERSECTION OF EAST 56TH
 DH9138'AVENUE AND NORTH IMBODEN ROAD, AND 3.7 KM  (2.3 MI) EAST OF THE DIA
 DH9138'TERMINAL.  OWNERSHIP - CITY AND COUNTY OF DENVER INTERNATIONAL
 DH9138'AIRPORT, MR. KEN CONLAN, (303)342-8665.
 DH9138' 
 DH9138'TO REACH THE STATION FROM THE INTERSECTION OF NORTH IMBODEN ROAD AND
 DH9138'EAST 88TH  AVENUE, TRAVEL WEST ON EAST 88TH AVENUE 3.2 KM (2.0 MI) TO
 DH9138'HUDSON ROAD, CONTINUE WEST 0.8  KM (0.5 MI) TO A DIRT DRIVE, TURN LEFT
 DH9138'(SOUTH) AND TRAVEL 0.2 KM (0.15 MI) TO THE STATION ON  THE RIGHT.
 DH9138' 
 DH9138'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 DH9138'REFUSAL A DEPTH OF 26.5  M, ENCASED IN A 90 CM LONG GREASED SLEEVE,
 DH9138'ENCLOSED IN A 6 INCH PVC PIPE WITH CAP  SURROUNDED BY A CONCRETE
 DH9138'COLLAR SET FLUSH WITH THE GROUND.  IT IS 240M (787 FT)  SOUTHEAST OF
 DH9138'AN OIL TANK, 3.5 M (12 FT) WEST OF THE CENTERLINE OF THE DIRT DRIVE,
 DH9138'AND 1.2 M  (4.0 FT) NORTHWEST OF A T POST WITH A 4.0 FOOT TALL PVC
 DH9138'PIPE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9175 ***********************************************************************
 DH9175  DESIGNATION -  DR V
 DH9175  PID         -  DH9175
 DH9175  STATE/COUNTY-  CO/DENVER
 DH9175  USGS QUAD   -  DENVER INTERNATIONAL AIRPORT (1994)
 DH9175
 DH9175                         *CURRENT SURVEY CONTROL
 DH9175  ___________________________________________________________________
 DH9175* NAD 83(1986)-  39 50 45.     (N)    104 41 32.     (W)     SCALED    
 DH9175* NAVD 88     -      1627.407  (meters)    5339.25   (feet)  ADJUSTED  
 DH9175  ___________________________________________________________________
 DH9175  GEOID HEIGHT-         -17.97  (meters)                     GEOID03
 DH9175  DYNAMIC HT  -        1625.889 (meters)    5334.27  (feet)  COMP
 DH9175  MODELED GRAV-     979,636.1   (mgal)                       NAVD 88
 DH9175
 DH9175  VERT ORDER  -  SECOND    CLASS I
 DH9175
 DH9175.The horizontal coordinates were scaled from a topographic map and have
 DH9175.an estimated accuracy of +/- 6 seconds.
 DH9175
 DH9175.The orthometric height was determined by differential leveling
 DH9175.and adjusted by the National Geodetic Survey in July 2006..
 DH9175
 DH9175.The geoid height was determined by GEOID03.
 DH9175
 DH9175.The dynamic height is computed by dividing the NAVD 88
 DH9175.geopotential number by the normal gravity value computed on the
 DH9175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9175.degrees latitude (g = 980.6199 gals.).
 DH9175
 DH9175.The modeled gravity was interpolated from observed gravity values.
 DH9175
 DH9175;                    North         East    Units  Estimated Accuracy
 DH9175;SPC CO C     -   528,520.      983,540.      MT  (+/- 180 meters Scaled)
 DH9175
 DH9175                          SUPERSEDED SURVEY CONTROL
 DH9175
 DH9175.No superseded survey control is available for this station.
 DH9175
 DH9175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE263106(NAD 83)
 DH9175_MARKER: F = FLANGE-ENCASED ROD
 DH9175_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH9175+WITH SETTING: INFORMATION.
 DH9175_STAMPING: DR-V 2002
 DH9175_MARK LOGO: NONE  
 DH9175_PROJECTION: FLUSH
 DH9175_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9175+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH9175_ROD/PIPE-DEPTH:  2.7 meters
 DH9175_SLEEVE-DEPTH  :  0.9 meters
 DH9175
 DH9175  HISTORY     - Date     Condition        Report By
 DH9175  HISTORY     - 2002     MONUMENTED       WOOLPT
 DH9175  HISTORY     - 2005     GOOD             WOOLPT
 DH9175
 DH9175                          STATION DESCRIPTION
 DH9175
 DH9175'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9175'DESCRIBED BY WOOLPERT, INC. 2005 (CRR)
 DH9175' 
 DH9175'THE STATION IS LOCATED 9.6 KM (6.0 MI) NORTHEAST OF THE INTERSECTION
 DH9175'OF PENA BOULEVARD  AND 56TH AVENUE, 6.9 KM (4.3 MI) EAST OF THE
 DH9175'INTERSECTION OF EAST 88TH AVENUE AND TOWER  ROAD, AND 1.6 KM (1.0 MI)
 DH9175'SOUTHWEST OF THE DIA TERMINAL.  OWNERSHIP - CITY AND COUNTY OF  DENVER
 DH9175'INTERNATIONAL AIRPORT, MR. KEN CONLAN, (303)342-8665.
 DH9175' 
 DH9175'TO REACH THE STATION FROM THE INTERSECTION OF EAST 88TH AVENUE AND
 DH9175'TOWER ROAD, GO  EAST 3.4 KM (2.1 MI) TO DIA GATE 2, CONTINUE EAST ON
 DH9175'EAST 88TH FOR 2.6 KM (1.7 MI), TURN LEFT  ONTO GOLD BUG STREET, TRAVEL
 DH9175'SOUTH 1.1 KM (0.7 MI), EAST ON KELLERMAN CIRCLE FOR 0.7 KM (0.4  MI),
 DH9175'SOUTHEAST ON KEWAUNEE STREET 0.3 KM (0.2 MI) TO THE STATION ON THE
 DH9175'LEFT.
 DH9175' 
 DH9175'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 DH9175'REFUSAL A DEPTH OF 2.7  M, ENCASED IN A 90 CM LONG GREASED SLEEVE,
 DH9175'ENCLOSED IN A 6 INCH PVC PIPE WITH CAP  SURROUNDED BY A CONCRETE
 DH9175'COLLAR SET FLUSH WITH THE GROUND. IT IS 21.8 M (72.0 FT)  NORTHEAST OF
 DH9175'THE CENTERLINE OF KEWAUNEE STREET, 18.2 M (59.8 FT) NORTHWEST OF THE
 DH9175'CENTERLINE OF ARLINGTON WAY, AND 0.6 M (2.0 FT) SOUTH OF A T POST WITH
 DH9175'A 4.0 FOOT TALL PVC  PIPE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9160 ***********************************************************************
 DH9160  DESIGNATION -  DR W
 DH9160  PID         -  DH9160
 DH9160  STATE/COUNTY-  CO/DENVER
 DH9160  USGS QUAD   -  DENVER INTERNATIONAL AIRPORT (1994)
 DH9160
 DH9160                         *CURRENT SURVEY CONTROL
 DH9160  ___________________________________________________________________
 DH9160* NAD 83(1986)-  39 52 23.     (N)    104 43 58.     (W)     SCALED    
 DH9160* NAVD 88     -      1608.038  (meters)    5275.70   (feet)  ADJUSTED  
 DH9160  ___________________________________________________________________
 DH9160  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 DH9160  DYNAMIC HT  -        1606.547 (meters)    5270.81  (feet)  COMP
 DH9160  MODELED GRAV-     979,642.3   (mgal)                       NAVD 88
 DH9160
 DH9160  VERT ORDER  -  SECOND    CLASS I
 DH9160
 DH9160.The horizontal coordinates were scaled from a topographic map and have
 DH9160.an estimated accuracy of +/- 6 seconds.
 DH9160
 DH9160.The orthometric height was determined by differential leveling
 DH9160.and adjusted by the National Geodetic Survey in July 2006..
 DH9160
 DH9160.The geoid height was determined by GEOID03.
 DH9160
 DH9160.The dynamic height is computed by dividing the NAVD 88
 DH9160.geopotential number by the normal gravity value computed on the
 DH9160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9160.degrees latitude (g = 980.6199 gals.).
 DH9160
 DH9160.The modeled gravity was interpolated from observed gravity values.
 DH9160
 DH9160;                    North         East    Units  Estimated Accuracy
 DH9160;SPC CO C     -   531,510.      980,040.      MT  (+/- 180 meters Scaled)
 DH9160
 DH9160                          SUPERSEDED SURVEY CONTROL
 DH9160
 DH9160.No superseded survey control is available for this station.
 DH9160
 DH9160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE228137(NAD 83)
 DH9160_MARKER: F = FLANGE-ENCASED ROD
 DH9160_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9160_STAMPING: DR-W 2002
 DH9160_MARK LOGO: NONE  
 DH9160_PROJECTION: FLUSH
 DH9160_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9160+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH9160_ROD/PIPE-DEPTH:  6.5 meters
 DH9160_SLEEVE-DEPTH  :  0.9 meters
 DH9160
 DH9160  HISTORY     - Date     Condition        Report By
 DH9160  HISTORY     - 2002     MONUMENTED       WOOLPT
 DH9160  HISTORY     - 2005     GOOD             WOOLPT
 DH9160
 DH9160                          STATION DESCRIPTION
 DH9160
 DH9160'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9160'DESCRIBED BY WOOLPERT, INC. 2005 (CRR)
 DH9160' 
 DH9160'THE STATION IS LOCATED 14.5 KM (9.0 MI) SOUTHEAST OF THE CITY OF
 DH9160'BRIGHTON, 5.7 KM (3.5  MI)NORTHWEST OF THE DIA TERMINAL, AND 4.5 KM
 DH9160'(2.8 MI) NORTH OF THE INTERSECTION OF E470  AND PENA BOULEVARD.
 DH9160'OWNERSHIP - CITY AND COUNTY OF DENVER INTERNATIONAL AIRPORT, MR.  KEN
 DH9160'CONLAN, (303)342-8665.
 DH9160' 
 DH9160'TO REACH THE STATION FROM THE INTERSECTION OF E470 AND 96TH AVENUE
 DH9160'(QUENCY WAY), EAST  1.9 KM (1.2 MI) TO A LEFT CURVE, HEAD NORTH ALONG
 DH9160'THE CURVE 0.4 KM (0.2 MI) TO THE STATION ON  THE LEFT.
 DH9160' 
 DH9160'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 DH9160'REFUSAL A DEPTH OF 6.5  M, ENCASED IN A 90 CM LONG GREASED SLEEVE,
 DH9160'ENCLOSED IN A 6 INCH PVC PIPE WITH CAP  SURROUNDED BY A CONCRETE
 DH9160'COLLAR SET FLUSH WITH THE GROUND.  IT IS 55 M (180 FT)  NORTHWEST OF A
 DH9160'DELINEATOR, 24.9 M (81.6 FT) WEST OF THE CENTERLINE OF QUENCY WAY, AND
 DH9160'1.0  M (3.0 FT) SOUTH OF A T POST WITH A 4.0 FOOT TALL PVC PIPE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9161 ***********************************************************************
 DH9161  DESIGNATION -  DR X
 DH9161  PID         -  DH9161
 DH9161  STATE/COUNTY-  CO/DENVER
 DH9161  USGS QUAD   -  DENVER INTERNATIONAL AIRPORT (1994)
 DH9161
 DH9161                         *CURRENT SURVEY CONTROL
 DH9161  ___________________________________________________________________
 DH9161* NAD 83(1986)-  39 52 21.     (N)    104 42 00.     (W)     SCALED    
 DH9161* NAVD 88     -      1608.255  (meters)    5276.42   (feet)  ADJUSTED  
 DH9161  ___________________________________________________________________
 DH9161  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 DH9161  DYNAMIC HT  -        1606.764 (meters)    5271.52  (feet)  COMP
 DH9161  MODELED GRAV-     979,642.4   (mgal)                       NAVD 88
 DH9161
 DH9161  VERT ORDER  -  SECOND    CLASS I
 DH9161
 DH9161.The horizontal coordinates were scaled from a topographic map and have
 DH9161.an estimated accuracy of +/- 6 seconds.
 DH9161
 DH9161.The orthometric height was determined by differential leveling
 DH9161.and adjusted by the National Geodetic Survey in July 2006..
 DH9161
 DH9161.The geoid height was determined by GEOID03.
 DH9161
 DH9161.The dynamic height is computed by dividing the NAVD 88
 DH9161.geopotential number by the normal gravity value computed on the
 DH9161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9161.degrees latitude (g = 980.6199 gals.).
 DH9161
 DH9161.The modeled gravity was interpolated from observed gravity values.
 DH9161
 DH9161;                    North         East    Units  Estimated Accuracy
 DH9161;SPC CO C     -   531,480.      982,850.      MT  (+/- 180 meters Scaled)
 DH9161
 DH9161                          SUPERSEDED SURVEY CONTROL
 DH9161
 DH9161.No superseded survey control is available for this station.
 DH9161
 DH9161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE256136(NAD 83)
 DH9161_MARKER: F = FLANGE-ENCASED ROD
 DH9161_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9161_STAMPING: DR-X 2002
 DH9161_MARK LOGO: NONE  
 DH9161_PROJECTION: FLUSH
 DH9161_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9161+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH9161_ROD/PIPE-DEPTH:  5.2 meters
 DH9161_SLEEVE-DEPTH  :  0.9 meters
 DH9161
 DH9161  HISTORY     - Date     Condition        Report By
 DH9161  HISTORY     - 2002     MONUMENTED       WOOLPT
 DH9161  HISTORY     - 2005     GOOD             WOOLPT
 DH9161
 DH9161                          STATION DESCRIPTION
 DH9161
 DH9161'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9161'DESCRIBED BY WOOLPERT, INC. 2005 (CRR)
 DH9161' 
 DH9161'THE STATION IS LOCATED 16.1 KM (10.0 MI) SOUTHEAST OF BRIGHTON, CO,
 DH9161'6.4 KM (4.0 MI) NORTHEAST  OF THE INTERSECTION OF TOWER ROAD AND EAST
 DH9161'88TH AVENUE, AND 3.4 KM (2.1 MI) NORTHWEST OF  THE DIA TERMINAL.
 DH9161'OWNERSHIP - CITY AND COUNTY OF DENVER INTERNATIONAL AIRPORT, MR. KEN
 DH9161'CONLAN, (303)342-8665.
 DH9161' 
 DH9161'TO REACH THE STATION FROM THE INTERSECTION OF TOWER ROAD AND EAST 88TH
 DH9161'AVENUE,  PROCEED EAST ON 88TH AVENUE FOR 3.4 KM (2.1 MI) TILL YOU
 DH9161'REACH DIA GATE 2, FROM THE GATE  CONTINUE EAST 2.7 KM (1.7 MI) AND
 DH9161'TURN LEFT ONTO GRANDBAY STREET, GO NORTH 1.8 KM (1.1 MI)  TO THE
 DH9161'STATION ON THE RIGHT.
 DH9161' 
 DH9161'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 DH9161'REFUSAL A DEPTH OF 5.2  M, ENCASED IN A 90 CM LONG GREASED SLEEVE,
 DH9161'ENCLOSED IN A 6 INCH PVC PIPE WITH CAP  SURROUNDED BY A CONCRETE
 DH9161'COLLAR SET FLUSH WITH THE GROUND.  IT IS 11.2 M (36.6 FT) EAST OF  THE
 DH9161'DIA PERIMETER FENCE, 4.3 M (14.2 FT) EAST OF THE CENTERLINE OF
 DH9161'GRANDBAY STREET, AND 0.6  M (2.0 FT) SOUTH OF A T POST WITH A 4.0 FOOT
 DH9161'TALL PVC PIPE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9162 ***********************************************************************
 DH9162  DESIGNATION -  DR Y
 DH9162  PID         -  DH9162
 DH9162  STATE/COUNTY-  CO/DENVER
 DH9162  USGS QUAD   -  MILE HIGH LAKES (1994)
 DH9162
 DH9162                         *CURRENT SURVEY CONTROL
 DH9162  ___________________________________________________________________
 DH9162* NAD 83(1986)-  39 53 34.     (N)    104 42 02.     (W)     SCALED    
 DH9162* NAVD 88     -      1629.592  (meters)    5346.42   (feet)  ADJUSTED  
 DH9162  ___________________________________________________________________
 DH9162  GEOID HEIGHT-         -18.02  (meters)                     GEOID03
 DH9162  DYNAMIC HT  -        1628.091 (meters)    5341.50  (feet)  COMP
 DH9162  MODELED GRAV-     979,647.1   (mgal)                       NAVD 88
 DH9162
 DH9162  VERT ORDER  -  SECOND    CLASS I
 DH9162
 DH9162.The horizontal coordinates were scaled from a topographic map and have
 DH9162.an estimated accuracy of +/- 6 seconds.
 DH9162
 DH9162.The orthometric height was determined by differential leveling
 DH9162.and adjusted by the National Geodetic Survey in July 2006..
 DH9162
 DH9162.The geoid height was determined by GEOID03.
 DH9162
 DH9162.The dynamic height is computed by dividing the NAVD 88
 DH9162.geopotential number by the normal gravity value computed on the
 DH9162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9162.degrees latitude (g = 980.6199 gals.).
 DH9162
 DH9162.The modeled gravity was interpolated from observed gravity values.
 DH9162
 DH9162;                    North         East    Units  Estimated Accuracy
 DH9162;SPC CO C     -   533,730.      982,780.      MT  (+/- 180 meters Scaled)
 DH9162
 DH9162                          SUPERSEDED SURVEY CONTROL
 DH9162
 DH9162.No superseded survey control is available for this station.
 DH9162
 DH9162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE256159(NAD 83)
 DH9162_MARKER: F = FLANGE-ENCASED ROD
 DH9162_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9162_STAMPING: DR-Y 2002
 DH9162_MARK LOGO: NONE  
 DH9162_PROJECTION: FLUSH
 DH9162_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9162+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH9162_ROD/PIPE-DEPTH:  5.3 meters
 DH9162_SLEEVE-DEPTH  :  0.9 meters
 DH9162
 DH9162  HISTORY     - Date     Condition        Report By
 DH9162  HISTORY     - 2002     MONUMENTED       WOOLPT
 DH9162  HISTORY     - 2005     GOOD             WOOLPT
 DH9162
 DH9162                          STATION DESCRIPTION
 DH9162
 DH9162'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9162'DESCRIBED BY WOOLPERT, INC. 2005 (CRR)
 DH9162' 
 DH9162'THE STATION IS LOCATED 14.5 KM (9.0 MI) SOUTHEAST OF THE CITY OF
 DH9162'BRIGHTON, 7.2 KM(4.5 MI)  NORTHEAST OF THE INTERSECTION OF EAST 88TH
 DH9162'AVENUE AND TOWER ROAD, AND 5.3 KM(3.3 MI)  NORTHWEST OF THE DIA
 DH9162'TERMINAL.  OWNERSHIP - CITY AND COUNTY OF DENVER INTERNATIONAL
 DH9162'AIRPORT, MR. KEN CONLAN, (303)342-8665.
 DH9162' 
 DH9162'TO REACH THE STATION FROM THE INTERSECTION OF TOWER ROAD AND EAST 88TH
 DH9162'AVENUE,  PROCEED EAST ON 88TH AVENUE FOR 3.4 KM (2.1 MI) TILL YOU
 DH9162'REACH DIA GATE 2, FROM THE GATE  CONTINUE EAST 2.7 KM (1.7 MI) AND
 DH9162'TURN LEFT ONTO GRANDBAY STREET, PROCEED NORTH ON  GRANDBAY STREET 3.0
 DH9162'KM (1.8 MI), CURVE TO THE LEFT(WEST) 0.3 KM (0.2 MI), RIGHT(NORTH) 0.6
 DH9162'KM(0.4 MI), RIGHT(EAST) 0.1 KM (0.1 MI), TURN LEFT(NORTH) 0.4 KM (0.2
 DH9162'MI), TURN RIGHT(EAST) 0.1 KM  (0.05 MI) THROUGH THE FIELD TO THE
 DH9162'STATION.     THE STATIONIS THE TOP CENTER OF A STAINLESS STEEL ROD
 DH9162'DRIVEN TO REFUSAL A DEPTH OF 5.3  M, ENCASED IN A 90 CM LONG GREASED
 DH9162'SLEEVE, ENCLOSED IN A 6 INCH PVC PIPE WITH CAP  SURROUNDED BY A
 DH9162'CONCRETE COLLAR SET FLUSH WITH THE GROUND.  IT IS 457 M (1500 FT) WEST
 DH9162'OF  RUNWAY 34C/16C, 210 M (690 FT) NORTHWEST OF AN OIL DERRICK, 87 M
 DH9162'(285 FT)EAST OF THE  CENTERLINE OF THE PERIMETER ROAD, AND 0.6 M (2.0
 DH9162'FT) WEST OF A T POST WITH A 4.0 FOOT TALL  PVC PIPE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9146 ***********************************************************************
 DH9146  DESIGNATION -  DR Z
 DH9146  PID         -  DH9146
 DH9146  STATE/COUNTY-  CO/DENVER
 DH9146  USGS QUAD   -  MILE HIGH LAKES (1994)
 DH9146
 DH9146                         *CURRENT SURVEY CONTROL
 DH9146  ___________________________________________________________________
 DH9146* NAD 83(1986)-  39 55 06.     (N)    104 41 48.     (W)     SCALED    
 DH9146* NAVD 88     -      1617.097  (meters)    5305.43   (feet)  ADJUSTED  
 DH9146  ___________________________________________________________________
 DH9146  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 DH9146  DYNAMIC HT  -        1615.616 (meters)    5300.57  (feet)  COMP
 DH9146  MODELED GRAV-     979,652.9   (mgal)                       NAVD 88
 DH9146
 DH9146  VERT ORDER  -  SECOND    CLASS I
 DH9146
 DH9146.The horizontal coordinates were scaled from a topographic map and have
 DH9146.an estimated accuracy of +/- 6 seconds.
 DH9146
 DH9146.The orthometric height was determined by differential leveling
 DH9146.and adjusted by the National Geodetic Survey in July 2006..
 DH9146
 DH9146.The geoid height was determined by GEOID03.
 DH9146
 DH9146.The dynamic height is computed by dividing the NAVD 88
 DH9146.geopotential number by the normal gravity value computed on the
 DH9146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9146.degrees latitude (g = 980.6199 gals.).
 DH9146
 DH9146.The modeled gravity was interpolated from observed gravity values.
 DH9146
 DH9146;                    North         East    Units  Estimated Accuracy
 DH9146;SPC CO C     -   536,570.      983,090.      MT  (+/- 180 meters Scaled)
 DH9146
 DH9146                          SUPERSEDED SURVEY CONTROL
 DH9146
 DH9146.No superseded survey control is available for this station.
 DH9146
 DH9146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE259187(NAD 83)
 DH9146_MARKER: F = FLANGE-ENCASED ROD
 DH9146_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9146_STAMPING: DR-Z 2002
 DH9146_MARK LOGO: NONE  
 DH9146_PROJECTION: FLUSH
 DH9146_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9146+SATELLITE: SATELLITE OBSERVATIONS - 2002
 DH9146_ROD/PIPE-DEPTH:  3.7 meters
 DH9146_SLEEVE-DEPTH  :  0.9 meters
 DH9146
 DH9146  HISTORY     - Date     Condition        Report By
 DH9146  HISTORY     - 2002     MONUMENTED       WOOLPT
 DH9146
 DH9146                          STATION DESCRIPTION
 DH9146
 DH9146'DESCRIBED BY WOOLPERT CONSULTANTS 2002 (CRR)
 DH9146'DESCRIBED BY WOOLPERT, INC. 2005 (CRR)
 DH9146' 
 DH9146'THE STATION IS LOCATED 12.9 KM (8.0 MI) SOUTHEAST OF THE CITY OF
 DH9146'BRIGHTON, 10.3 KM (6.4 MI)  NORTHEAST OF THE INTERSECTION OF E470 AND
 DH9146'PENA BOULEVARD, AND 7.9 KM (4.9 MI) NORTHWEST  OF THE DIA TERMINAL.
 DH9146'OWNERSHIP - ADAMS COUNTY HIGHWAY DEPARTMENT.
 DH9146' 
 DH9146'TO REACH THE STATION FROM THE INTERSECTION OF EAST 120TH AVENUE AND
 DH9146'PICADILLY ROAD,  TRAVEL EAST ON EAST 120TH AVENUE 3.1 KM (1.9 MI) TO A
 DH9146'FIELD ROAD ON THE LEFT, TURN LEFT,  NORTH 0.5 KM (0.3 MI) TO THE
 DH9146'STATION ON THE RIGHT.
 DH9146' 
 DH9146'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 DH9146'REFUSAL A DEPTH OF 3.7  M, ENCASED IN A 90 CM LONG GREASED SLEEVE,
 DH9146'ENCLOSED IN A 6 INCH PVC PIPE WITH CAP  SURROUNDED BY A CONCRETE
 DH9146'COLLAR SET FLUSH WITH THE GROUND.  IT IS 26.3 M (86.2 FT) SOUTH  OF
 DH9146'THE CENTERLINE OF THE NORTH FIELD ROAD, 7.6 M (24.8 FT) EAST OF THE
 DH9146'CENTERLINE OF THE  FIELD ROAD, AND 1.0 M (3.0 FT) SOUTH OF A T POST
 DH9146'WITH A 4.0 FOOT TALL PVC PIPE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0298 ***********************************************************************
 KM0298  DESIGNATION -  DRAFT
 KM0298  PID         -  KM0298
 KM0298  STATE/COUNTY-  CO/RIO BLANCO
 KM0298  USGS QUAD   -  SAGEBRUSH HILL (1973)
 KM0298
 KM0298                         *CURRENT SURVEY CONTROL
 KM0298  ___________________________________________________________________
 KM0298* NAD 83(1992)-  39 54 38.26046(N)    108 30 06.20752(W)     ADJUSTED  
 KM0298* NAVD 88     -      2163.4    (meters)    7098.     (feet)  VERTCON   
 KM0298  ___________________________________________________________________
 KM0298  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 KM0298  GEOID HEIGHT-         -16.27  (meters)                     GEOID03
 KM0298
 KM0298  HORZ ORDER  -  THIRD
 KM0298
 KM0298.The horizontal coordinates were established by classical geodetic methods
 KM0298.and adjusted by the National Geodetic Survey in January 1993..
 KM0298
 KM0298.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0298
 KM0298.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0298
 KM0298.The geoid height was determined by GEOID03.
 KM0298
 KM0298;                    North         East     Units Scale Factor Converg.
 KM0298;SPC CO N     -   373,241.053   657,794.743   MT  0.99997436   -1 56 22.3
 KM0298;SPC CO N     - 1,224,541.69  2,158,114.92   sFT  0.99997436   -1 56 22.3
 KM0298;UTM  12      - 4,420,825.868   713,541.917   MT  1.00016141   +1 36 12.5
 KM0298
 KM0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0298!SPC CO N     -   0.99966327  x   0.99997436  =   0.99963764
 KM0298!UTM  12      -   0.99966327  x   1.00016141  =   0.99982462
 KM0298
 KM0298:                Primary Azimuth Mark                     Grid Az
 KM0298:SPC CO N     -  DILLON                                   223 32 06.3
 KM0298:UTM  12      -  DILLON                                   219 59 31.5
 KM0298
 KM0298|---------------------------------------------------------------------|
 KM0298| PID    Reference Object                     Distance      Geod. Az  |
 KM0298|                                                           dddmmss.s |
 KM0298| KM0305 DILLON                              APPROX.11.2 KM 2213544.0 |
 KM0298|---------------------------------------------------------------------|
 KM0298
 KM0298                          SUPERSEDED SURVEY CONTROL
 KM0298
 KM0298  NAD 83(1986)-  39 54 38.25469(N)    108 30 06.20171(W) AD(       ) 3
 KM0298  NAD 27      -  39 54 38.35344(N)    108 30 03.86232(W) AD(       ) 3
 KM0298  NGVD 29 (07/19/86) 2162.1    (m)         7093.     (f) VERT ANG       
 KM0298
 KM0298.Superseded values are not recommended for survey control.
 KM0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0298.See file dsdata.txt to determine how the superseded data were derived.
 KM0298
 KM0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYK1354220826(NAD 83)
 KM0298_MARKER: DD = SURVEY DISK
 KM0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0298_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KM0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0298+STABILITY: SURFACE MOTION
 KM0298
 KM0298  HISTORY     - Date     Condition        Report By
 KM0298  HISTORY     - 1950     MONUMENTED       USGS
 KM0298
 KM0298                          STATION DESCRIPTION
 KM0298
 KM0298'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KM0298'STATION IS LOCATED ABOUT 12.75 MI. N. AND 33 MI. W. OF RIO BLANCO,
 KM0298'COLORADO, IN NE. 1/4 SEC. 4, T 2 S, R 99 W.
 KM0298'
 KM0298'TO REACH FROM RIO BLANCO P.O., PROCEED W. AND N. ON HIGHWAY 326 27
 KM0298'MI. TO T-RD. W.  THENCE W. 5.9 MI. TO Y-RD., THENCE NW. 4.1 MI. TO
 KM0298'T-RD. N.  PROCEED ON W. UP THE CANYON 3.9 MI. TO T-RD. S.  THENCE S.
 KM0298'1.2 MI. TO TOP OF HILL AND STATION.  STATION LIES ABOUT 60 FT. E. OF
 KM0298'RD. ON E. TOP OF HILL.
 KM0298'
 KM0298'STATION MARK--STANDARD TABLET, SET IN THE TOP OF A 6 X 6 IN. CONCRETE
 KM0298'MONUMENT, PROJECTING 8 IN. ABOVE THE SURFACE, STAMPED ---R DRAFT 1950
 KM0298'VABM 7093---.
 KM0298'
 KM0298'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0744 ***********************************************************************
 JJ0744  DESIGNATION -  DRAG
 JJ0744  PID         -  JJ0744
 JJ0744  STATE/COUNTY-  CO/CHEYENNE
 JJ0744  USGS QUAD   -  LAKE ALBERT NW (1982)
 JJ0744
 JJ0744                         *CURRENT SURVEY CONTROL
 JJ0744  ___________________________________________________________________
 JJ0744* NAD 83(1992)-  38 40 21.72406(N)    102 09 43.25679(W)     ADJUSTED  
 JJ0744* NAVD 88     -      1250.     (meters)    4101.     (feet)  SCALED    
 JJ0744  ___________________________________________________________________
 JJ0744  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 JJ0744  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 JJ0744
 JJ0744  HORZ ORDER  -  THIRD
 JJ0744
 JJ0744.The horizontal coordinates were established by classical geodetic methods
 JJ0744.and adjusted by the National Geodetic Survey in January 1993..
 JJ0744
 JJ0744.The orthometric height was scaled from a topographic map.
 JJ0744
 JJ0744.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0744
 JJ0744.The geoid height was determined by GEOID03.
 JJ0744
 JJ0744;                    North         East     Units Scale Factor Converg.
 JJ0744;SPC CO C     -   403,312.360 1,204,810.925   MT  0.99996368   +2 06 18.8
 JJ0744;SPC CO C     - 1,323,200.63  3,952,783.84   sFT  0.99996368   +2 06 18.8
 JJ0744;SPC CO S     -   532,640.875 1,204,840.249   MT  1.00005246   +2 02 50.8
 JJ0744;SPC CO S     - 1,747,505.94  3,952,880.05   sFT  1.00005246   +2 02 50.8
 JJ0744;SPC KS S     -   628,907.208    81,391.153   MT  1.00002269   -2 15 01.5
 JJ0744;UTM  13      - 4,284,279.516   746,896.513   MT  1.00035073   +1 46 27.4
 JJ0744
 JJ0744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0744!SPC CO C     -   0.99980746  x   0.99996368  =   0.99977114
 JJ0744!SPC CO S     -   0.99980746  x   1.00005246  =   0.99985991
 JJ0744!SPC KS S     -   0.99980746  x   1.00002269  =   0.99983014
 JJ0744!UTM  13      -   0.99980746  x   1.00035073  =   1.00015812
 JJ0744
 JJ0744|---------------------------------------------------------------------|
 JJ0744| PID    Reference Object                     Distance      Geod. Az  |
 JJ0744|                                                           dddmmss.s |
 JJ0744| CM7973 DRAG RM 3                            29.784 METERS 08751     |
 JJ0744| CM7972 DRAG RM 2                            29.495 METERS 08751     |
 JJ0744| CM7970 DRAG AZ MK                                         1785643.3 |
 JJ0744| CM7971 DRAG RM 1                            18.596 METERS 35954     |
 JJ0744|---------------------------------------------------------------------|
 JJ0744
 JJ0744                          SUPERSEDED SURVEY CONTROL
 JJ0744
 JJ0744  NAD 83(1986)-  38 40 21.72307(N)    102 09 43.25533(W) AD(       ) 3
 JJ0744  NAD 27      -  38 40 21.68017(N)    102 09 41.60704(W) AD(       ) 3
 JJ0744
 JJ0744.Superseded values are not recommended for survey control.
 JJ0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0744.See file dsdata.txt to determine how the superseded data were derived.
 JJ0744
 JJ0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC4689784280(NAD 83)
 JJ0744_MARKER: DS = TRIANGULATION STATION DISK
 JJ0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0744
 JJ0744  HISTORY     - Date     Condition        Report By
 JJ0744  HISTORY     - 1954     MONUMENTED       CGS
 JJ0744  HISTORY     - 1970     SEE DESCRIPTION  NGS
 JJ0744
 JJ0744                          STATION DESCRIPTION
 JJ0744
 JJ0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0744'STATION IS LOCATED, AIRLINE, ABOUT 15 MILES NORTH NORTHWEST OF
 JJ0744'TOWNER, 15 MILES NORTH NORTHEAST OF SHERIDAN LAKE, 4 MILES NORTH
 JJ0744'OF THE KIOWA-CHEYENNE COUNTY LINE AND IN THE SOUTHWEST ANGLE
 JJ0744'OF A T ROAD JUNCTION.
 JJ0744'
 JJ0744'STATION IS REACHED AS FOLLOWS--FROM THE RAILROAD STATION IN
 JJ0744'TOWNER, GO WEST ON STATE HIGHWAY 96 FOR 0.35 MILE TO A CROSS
 JJ0744'ROAD.  TURN RIGHT AND GO 12.7 MILES TO A CROSS ROAD.  TURN LEFT
 JJ0744'AND GO WEST FOR 4.0 MILES TO THE AZIMUTH MARK ON THE RIGHT IN
 JJ0744'THE NORTHEAST ANGLE OF A CROSS ROAD.  TURN RIGHT AND GO 1.0 MILE
 JJ0744'TO THE STATION ON THE LEFT.
 JJ0744'
 JJ0744'STATION MARK, STAMPED DRAG 1954, IS A STANDARD DISK SET IN THE
 JJ0744'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 JJ0744'BUT IS SUBJECT TO DRIFTING DIRT.  IT IS 8.0 FEET SOUTH OF A
 JJ0744'FENCE LINE, 33.0 FEET WEST OF THE CORNER FENCE POST AND 32.0
 JJ0744'FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST ROAD.
 JJ0744'
 JJ0744'REFERENCE MARK NUMBER 1, STAMPED DRAG NO 1 1954, IS A STANDARD
 JJ0744'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 JJ0744'PROJECTS 4 INCHES AND IS AT THE SAME LEVEL AS THE STATION.
 JJ0744'IT IS 21.0 FEET NORTH OF THE CENTERLINE OF THE ROAD, 1.0 FOOT
 JJ0744'SOUTH OF A FENCE LINE AND 15.0 FEET EAST SOUTHEAST OF A WITNESS
 JJ0744'POST.
 JJ0744'
 JJ0744'REFERENCE MARK NUMBER 2, STAMPED DRAG NO 2 1954, IS A STANDARD
 JJ0744'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 JJ0744'PROJECTS 2 INCHES AND IS AT THE SAME LEVEL AS THE STATION.  IT
 JJ0744'IS 1.0 FOOT SOUTH SOUTHWEST OF A POWER LINE GUY POLE, 1.0 FOOT
 JJ0744'EAST OF A WIRE FENCE AND 1.0 FOOT NORTH OF THE SOUTH GATE POST
 JJ0744'IN THE FENCE LINE.
 JJ0744'
 JJ0744'AZIMUTH MARK, STAMPED DRAG 1954, IS A STANDARD DISK SET IN THE
 JJ0744'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.
 JJ0744'IT IS IN THE SOUTHWEST CORNER OF A FIELD, 9.0 FEET EAST OF A
 JJ0744'FENCE CORNER GATE POST, 1.0 FOOT NORTH OF THE FENCE LINE AND 51.0
 JJ0744'FEET NORTHEAST OF THE CENTERLINE POINT OF A CROSS ROAD.
 JJ0744'
 JJ0744'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JJ0744
 JJ0744                          STATION RECOVERY (1970)
 JJ0744
 JJ0744'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JJ0744'THE STATION SURFACE MARK WAS FOUND DESTROYED WITH THE DISK GONE.
 JJ0744'THE UNDERGROUND STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH
 JJ0744'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  RFERENCE MARK
 JJ0744'NO. 2 WAS FOUND DESTROYED.  THE DISTANCE TO REFERENCE MARK NO. 1
 JJ0744'FAILED TO CHECK BY 0.04 FEET AND THE DIRECTION FAILED TO CHECK
 JJ0744'BY 1 MINUTE AND 32 SECONDS.
 JJ0744'
 JJ0744'SINCE THE STATION SITE IS NOW IN A CULTIVATED FIELD, THE STATION
 JJ0744'MARK WAS SET VERTICALLY OVER THE UNDERGROUND MARK AND LEFT BELOW
 JJ0744'PLOW DEPTH.  REFERENCE MARK NO. 3 WAS ALSO SET.
 JJ0744'
 JJ0744'FOLLOWING IS A NEW DESCRIPTION.
 JJ0744'
 JJ0744'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND
 JJ0744'385 WHICH IS AT THE SOUTHEAST SIDE OF CHEYENNE WELLS, GO SOUTH ON
 JJ0744'U.S. HIGHWAY 385 FOR 11.4 MILES TO A SIDE ROAD ON THE RIGHT AND
 JJ0744'A SIGN HERMAN ROTHER 4-H.  TURN LEFT AND GO EAST ON A GRADED ROAD
 JJ0744'FOR 9.0 MILES TO A CROSSROAD AND THE AZIMUTH MARK IN THE
 JJ0744'NORTHEAST ANGLE.  TURN LEFT AND GO NORTH ON A GRADED ROAD FOR
 JJ0744'1.0 MILE TO A SIDE ROAD ON THE LEFT AND THE STATION IN THE
 JJ0744'SOUTHWEST SIDE OF THE INTERSECTION.
 JJ0744'
 JJ0744'STATION SURFACE MARK, A STANDARD DISK STAMPED DRAG 1954 1970, IS
 JJ0744'SET IN THE TOP OF A ROUND CONCRETE POST WHICH IS 12 INCHES BELOW
 JJ0744'THE SURFACE OF THE GROUND.  IT IS 70 FEET WEST OF THE CENTER OF
 JJ0744'A NORTH-SOUTH ROAD, 35 FEET WEST-SOUTHWEST OF A POWERLINE POLE,
 JJ0744'AND 33 FEET SOUTH OF THE CENTER OF AN EAST-WEST ROAD.  THE
 JJ0744'UNDERGROUND MARK IS A STANDARD DISK STAMPED DRAG 1954, SET IN
 JJ0744'THE TOP OF AN IRREGULAR MASS OF CONCRETE 3 FEET BELOW THE
 JJ0744'SURFACE OF THE GROUND.
 JJ0744'
 JJ0744'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DRAG NO. 1 1954,
 JJ0744'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS 1 FOOT BELOW
 JJ0744'DRIFTING SAND.  IT IS 70 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 JJ0744'ROAD, 28 FEET NORTH OF THE CENTER OF AN EAST-WEST ROAD, 1 FOOT
 JJ0744'WEST OF A TELEPHONE POLE, AND 1 FOOT EAST OF A METAL WITNESS
 JJ0744'POST.
 JJ0744'
 JJ0744'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED DRAG 1954 NO. 3
 JJ0744'1970, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 JJ0744'INCHES.  IT IS 28 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 JJ0744'ROAD AND 1 FOOT SOUTH OF A POWERLINE GUY POLE.
 JJ0744'
 JJ0744'AZIMUTH MARK, A STANDARD DISK STAMPED DRAG 1954, IS SET IN THE
 JJ0744'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 48
 JJ0744'FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 33 FEET NORTH OF
 JJ0744'THE CENTER OF AN EAST-WEST ROAD, AND 1 FOOT EAST OF A METAL
 JJ0744'WITNESS POST.
 JJ0744'
 JJ0744'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 15 MILES
 JJ0744'NNE OF TOWNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1336 ***********************************************************************
 LL1336  DESIGNATION -  DRAKE
 LL1336  PID         -  LL1336
 LL1336  STATE/COUNTY-  CO/LARIMER
 LL1336  USGS QUAD   -  DRAKE (1984)
 LL1336
 LL1336                         *CURRENT SURVEY CONTROL
 LL1336  ___________________________________________________________________
 LL1336* NAD 83(1992)-  40 24 43.97354(N)    105 18 39.08178(W)     ADJUSTED  
 LL1336* NAVD 88     -      2576.7    (meters)    8454.     (feet)  VERTCON   
 LL1336  ___________________________________________________________________
 LL1336  LAPLACE CORR-         -21.66  (seconds)                    DEFLEC99
 LL1336  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 LL1336
 LL1336  HORZ ORDER  -  THIRD
 LL1336
 LL1336.The horizontal coordinates were established by classical geodetic methods
 LL1336.and adjusted by the National Geodetic Survey in January 1993..
 LL1336
 LL1336.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1336
 LL1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1336
 LL1336.The geoid height was determined by GEOID03.
 LL1336
 LL1336;                    North         East     Units Scale Factor Converg.
 LL1336;SPC CO N     -   424,607.490   930,455.377   MT  0.99996081   +0 07 20.0
 LL1336;SPC CO N     - 1,393,066.41  3,052,669.02   sFT  0.99996081   +0 07 20.0
 LL1336;UTM  13      - 4,473,557.054   473,625.644   MT  0.99960856   -0 12 05.5
 LL1336
 LL1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1336!SPC CO N     -   0.99959819  x   0.99996081  =   0.99955902
 LL1336!UTM  13      -   0.99959819  x   0.99960856  =   0.99920691
 LL1336
 LL1336:                Primary Azimuth Mark                     Grid Az
 LL1336:SPC CO N     -  SUGAR                                    236 13 17.9
 LL1336:UTM  13      -  SUGAR                                    236 32 43.4
 LL1336
 LL1336|---------------------------------------------------------------------|
 LL1336| PID    Reference Object                     Distance      Geod. Az  |
 LL1336|                                                           dddmmss.s |
 LL1336| LL1341 SUGAR                               APPROX. 7.4 KM 2362037.9 |
 LL1336|---------------------------------------------------------------------|
 LL1336
 LL1336                          SUPERSEDED SURVEY CONTROL
 LL1336
 LL1336  NAD 83(1986)-  40 24 43.96369(N)    105 18 39.07831(W) AD(       ) 3
 LL1336  NAD 27      -  40 24 44.02053(N)    105 18 37.11871(W) AD(       ) 3
 LL1336  NGVD 29 (07/19/86) 2575.6    (m)         8450.     (f) VERT ANG       
 LL1336
 LL1336.Superseded values are not recommended for survey control.
 LL1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1336.See file dsdata.txt to determine how the superseded data were derived.
 LL1336
 LL1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE7362673557(NAD 83)
 LL1336
 LL1336  HISTORY     - Date     Condition        Report By
 LL1336  HISTORY     - UNK      MONUMENTED       BOR
 LL1336  HISTORY     - 1959     GOOD             USGS
 LL1336
 LL1336                          STATION DESCRIPTION
 LL1336
 LL1336'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LL1336'DESCRIPTION AS FOLLOWS
 LL1336'
 LL1336'THIS STATION IS LOCATED ON A HIGH, ROUND-TOPPED MOUNTAIN, RISING
 LL1336'ABRUPTLY ABOVE THE BIG THOMPSON CANYON ON THE S. ABOUT 1-1/2 MI.
 LL1336'BELOW (E. OF) THE POST OFFICE AT DRAKE, COLORADO.
 LL1336'
 LL1336'TO REACH THE STATION, TAKE THE CANYON RD. FOR ABOUT 6 MI. W. OF
 LL1336'LOVELAND, THENCE ABOUT 8 MI. SW. ON THE BALD MOUNTAIN ROAD TO
 LL1336'RATTLESNAKE PARK.  AT THE JUNCTION OF SKINNERS GULCH AND COTTONWOOD
 LL1336'CREEK, TAKE OLD WAGON RD. UP SKINNERS GULCH ABOUT 2 MI.  THE RD.
 LL1336'BECOMES IMPASSABLE FOR CARS ABOUT 1000 FT. BEFORE REACHING SADDLE
 LL1336'NOTCH GULCH.  CLIMB THE MOUNTAIN TO THE N. FROM SADDLE NOTCH GULCH,
 LL1336'TO A POINT ABOUT 1000 FT. ABOVE A FARM HOUSE, FOR A DISTANCE OF
 LL1336'ABOUT 0.5 MI.  THE STATION IS ON THE HIGHEST PART OF THE MOUNTAIN
 LL1336'AMONG SPRUCE TIMBER.
 LL1336'
 LL1336'STATION MARK--A BRONZE TABLET STAMPED ---BUREAU OF RECLAMATION,
 LL1336'B.M. 6---, PLACED 22 IN. BELOW GROUND SURFACE, COVERED WITH 16 IN.
 LL1336'OF SMALL ROCK AND CAPPED WITH A LARGE ROCK MARKED WITH A TRIANGLE
 LL1336'AND ---USBR---.
 LL1336'
 LL1336'REFERENCE MARK--A BRONZE TABLET SET IN W. END OF LARGE ROCK, STAMPED
 LL1336'---BUREAU OF RECLAMATION---, WITH ARROW POINTING TO THE STATION,
 LL1336'S 45 DEG E, FROM THE STATION, A
 LL1336'DISTANCE OF 31.2 FT.  AN 8 IN. PINE TREE 50 FT. S. OF THE REFERENCE
 LL1336'TABLET IS BLAZED ON FOUR SIDES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4813 ***********************************************************************
 AB4813  DESIGNATION -  DREW
 AB4813  PID         -  AB4813
 AB4813  STATE/COUNTY-  CO/LOGAN
 AB4813  USGS QUAD   -  ATWOOD (1951)
 AB4813
 AB4813                         *CURRENT SURVEY CONTROL
 AB4813  ___________________________________________________________________
 AB4813* NAD 83(1992)-  40 33 03.80483(N)    103 21 02.99143(W)     ADJUSTED  
 AB4813* NAVD 88     -      1257.6    (meters)    4126.     (feet)  GPS OBS   
 AB4813  ___________________________________________________________________
 AB4813  X           -  -1,120,872.977 (meters)                     COMP
 AB4813  Y           -  -4,722,906.975 (meters)                     COMP
 AB4813  Z           -   4,125,474.308 (meters)                     COMP
 AB4813  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 AB4813  ELLIP HEIGHT-        1238.01  (meters)          (12/03/02) GPS OBS
 AB4813  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 AB4813
 AB4813  HORZ ORDER  -  FIRST
 AB4813  ELLP ORDER  -  FOURTH    CLASS II
 AB4813
 AB4813.The horizontal coordinates were established by GPS observations
 AB4813.and adjusted by the National Geodetic Survey in July 1996..
 AB4813
 AB4813.The orthometric height was determined by GPS observations and a
 AB4813.high-resolution geoid model.
 AB4813
 AB4813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4813
 AB4813.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4813
 AB4813.The ellipsoidal height was determined by GPS observations
 AB4813.and is referenced to NAD 83.
 AB4813
 AB4813.The geoid height was determined by GEOID03.
 AB4813
 AB4813;                    North         East     Units Scale Factor Converg.
 AB4813;SPC CO N     -   442,213.252 1,096,420.712   MT  0.99997055   +1 23 19.1
 AB4813;SPC CO N     - 1,450,827.98  3,597,173.62   sFT  0.99997055   +1 23 19.1
 AB4813;UTM  13      - 4,490,228.767   639,637.480   MT  0.99984001   +1 04 20.4
 AB4813
 AB4813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4813!SPC CO N     -   0.99980583  x   0.99997055  =   0.99977639
 AB4813!UTM  13      -   0.99980583  x   0.99984001  =   0.99964587
 AB4813
 AB4813                          SUPERSEDED SURVEY CONTROL
 AB4813
 AB4813  ELLIP H (10/08/96) 1238.04   (m)                       GP(       ) 1 1
 AB4813  ELLIP H (07/08/96) 1238.29   (m)                       GP(       ) 1 1
 AB4813
 AB4813.Superseded values are not recommended for survey control.
 AB4813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4813.See file dsdata.txt to determine how the superseded data were derived.
 AB4813
 AB4813_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE3963790229(NAD 83)
 AB4813_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4813_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AB4813_STAMPING: DREW 1995
 AB4813_MARK LOGO: NGS   
 AB4813_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AB4813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB4813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4813+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4813
 AB4813  HISTORY     - Date     Condition        Report By
 AB4813  HISTORY     - 1995     MONUMENTED       MSAM
 AB4813
 AB4813                          STATION DESCRIPTION
 AB4813
 AB4813'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 AB4813'STATION IS 4.5 MILES (7.2 KM) WEST OF ATWOOD, IN COUNTY ROAD RIGHT OF
 AB4813'WAY, IN THE NORTHWEST 1/4 OF SEC.  30, T.  7 N., R.  53 W.  TO REACH
 AB4813'FROM EXIT 115 ON I-76, GO NORTHERLY ON SH 63 (FROM THE CENTERLINE OF
 AB4813'I-76) FOR 3.1 MILES (5.0 KM) TO THE JUNCTION OF SH 63, US 6 AND COUNTY
 AB4813'ROAD 16.5, GO WEST ON COUNTY ROAD 16.5 FOR 2.8 MILES (4.5 KM) (FOLLOW
 AB4813'THE COUNTY ROAD SIGN  12 MILES (19.3 KM) TO WILLARD) TO COUNTY ROAD
 AB4813'27.5, GO NORTH ON COUNTY ROAD 27.5 FOR 0.5 MILES (0.8 KM) TO COUNTY
 AB4813'ROAD 18, GO WEST ON COUNTY ROAD 18 FOR 1.4 MILES (2.3 KM) TO THE
 AB4813'INTERSECTION WITH COUNTY ROAD 25, GO SOUTH ON COUNTY ROAD 25 FOR 98 FT
 AB4813'(29.9 M) TO STATION ON THE RIGHT (WEST).  THE STATION IS A NGS
 AB4813'HORIZONTAL CONTROL DISK IN A IRREGULAR MASS OF CONCRETE, 98 FT (29.9
 AB4813'M) SOUTH OF THE CENTERLINE OF COUNTY RAOD 18, 31 FT (9.4 M) WEST OF
 AB4813'THE CENTERLINE OF COUNTY ROAD 25, 95 FT (29.0 M) SOUTH OF THE
 AB4813'SOUTHEAST CORNER OF A NEW CONCRETE BRIDGE OVER A LARGE IRRIGATION
 AB4813'CANAL, 95.5 FT (29.1 M) NORTHWEST OF A COUNTY SIGN WILLARD 6 MILES
 AB4813'WITH A ARROW POINTING WEST AND 3.5 FT (1.1 M) WEST OF A FIBERGLASS
 AB4813'WITNESS POST (NOAA) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0015 ***********************************************************************
 HL0015  DESIGNATION -  DRGWRR MILEPOST 280 NEAR
 HL0015  PID         -  HL0015
 HL0015  STATE/COUNTY-  CO/RIO GRANDE
 HL0015  USGS QUAD   -  DEL NORTE (1966)
 HL0015
 HL0015                         *CURRENT SURVEY CONTROL
 HL0015  ___________________________________________________________________
 HL0015* NAD 83(1986)-  37 39 54.     (N)    106 18 23.     (W)     SCALED    
 HL0015* NAVD 88     -      2387.378  (meters)    7832.59   (feet)  ADJUSTED  
 HL0015  ___________________________________________________________________
 HL0015  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 HL0015  DYNAMIC HT  -        2384.193 (meters)    7822.14  (feet)  COMP
 HL0015  MODELED GRAV-     979,210.5   (mgal)                       NAVD 88
 HL0015
 HL0015  VERT ORDER  -  SECOND    CLASS 0
 HL0015
 HL0015.The horizontal coordinates were scaled from a topographic map and have
 HL0015.an estimated accuracy of +/- 6 seconds.
 HL0015
 HL0015.The orthometric height was determined by differential leveling
 HL0015.and adjusted by the National Geodetic Survey in June 1991..
 HL0015
 HL0015.The geoid height was determined by GEOID03.
 HL0015
 HL0015.The dynamic height is computed by dividing the NAVD 88
 HL0015.geopotential number by the normal gravity value computed on the
 HL0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0015.degrees latitude (g = 980.6199 gals.).
 HL0015
 HL0015.The modeled gravity was interpolated from observed gravity values.
 HL0015
 HL0015;                    North         East    Units  Estimated Accuracy
 HL0015;SPC CO S     -   415,910.      843,260.      MT  (+/- 180 meters Scaled)
 HL0015
 HL0015                          SUPERSEDED SURVEY CONTROL
 HL0015
 HL0015  NGVD 29 (??/??/92) 2385.938  (m)         7827.86   (f) ADJ UNCH    2 0
 HL0015
 HL0015.Superseded values are not recommended for survey control.
 HL0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0015.See file dsdata.txt to determine how the superseded data were derived.
 HL0015
 HL0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB847694(NAD 83)
 HL0015_MARKER: DD = SURVEY DISK
 HL0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0015_SP_SET: STONE POST
 HL0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0015+STABILITY: SURFACE MOTION
 HL0015
 HL0015  HISTORY     - Date     Condition        Report By
 HL0015  HISTORY     - UNK      MONUMENTED       USGS
 HL0015  HISTORY     - 1934     GOOD             NGS
 HL0015  HISTORY     - 19990606 MARK NOT FOUND   NGS
 HL0015
 HL0015                          STATION DESCRIPTION
 HL0015
 HL0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HL0015'3.5 MI E FROM DEL NORTE.
 HL0015'3.5 EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM DEL
 HL0015'NORTE, RIO GRANDE COUNTY, 66 FEET SOUTH OF MILEPOST 280, 102 FEET
 HL0015'SOUTHWEST OF A POLE, 48 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY
 HL0015'160, AND 45 FEET SOUTH OF THE CENTER LINE OF THE TRACK.  A UNITED
 HL0015'STATES GEOLOGICAL SURVEY STANDARD DISK, SET IN THE TOP OF A STONE
 HL0015'POST.
 HL0015
 HL0015                          STATION RECOVERY (1999)
 HL0015
 HL0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 HL0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0485 ***********************************************************************
 HL0485  DESIGNATION -  DRGWRR MILEPOST 281
 HL0485  PID         -  HL0485
 HL0485  STATE/COUNTY-  CO/CONEJOS
 HL0485  USGS QUAD   -  ANTONITO (1967)
 HL0485
 HL0485                         *CURRENT SURVEY CONTROL
 HL0485  ___________________________________________________________________
 HL0485* NAD 83(1992)-  37 04 03.88965(N)    106 01 00.29577(W)     ADJUSTED  
 HL0485* NAVD 88     -      2404.     (meters)    7887.     (feet)  SCALED    
 HL0485  ___________________________________________________________________
 HL0485  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 HL0485  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 HL0485
 HL0485  HORZ ORDER  -  SECOND
 HL0485
 HL0485.The horizontal coordinates were established by classical geodetic methods
 HL0485.and adjusted by the National Geodetic Survey in December 1993..
 HL0485
 HL0485.The orthometric height was scaled from a topographic map.
 HL0485
 HL0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0485
 HL0485.The geoid height was determined by GEOID03.
 HL0485
 HL0485;                    North         East     Units Scale Factor Converg.
 HL0485;SPC CO S     -   349,441.639   868,444.656   MT  1.00003418   -0 19 01.1
 HL0485;SPC CO S     - 1,146,459.78  2,849,222.18   sFT  1.00003418   -0 19 01.1
 HL0485;SPC NM C     -   673,013.253   520,741.584   MT  0.99990530   +0 08 26.1
 HL0485;SPC NM C     - 2,208,044.31  1,708,466.35   sFT  0.99990530   +0 08 26.1
 HL0485;UTM  13      - 4,102,871.257   409,612.704   MT  0.99970064   -0 36 46.4
 HL0485
 HL0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0485!SPC CO S     -   0.99962542  x   1.00003418  =   0.99965959
 HL0485!SPC NM C     -   0.99962542  x   0.99990530  =   0.99953076
 HL0485!UTM  13      -   0.99962542  x   0.99970064  =   0.99932617
 HL0485
 HL0485                          SUPERSEDED SURVEY CONTROL
 HL0485
 HL0485  NAD 83(1992)-  37 04 03.88975(N)    106 01 00.29532(W) AD(       ) 2
 HL0485  NAD 83(1986)-  37 04 03.89295(N)    106 01 00.30436(W) AD(       ) 2
 HL0485  NAD 27      -  37 04 03.84800(N)    106 00 58.22800(W) AD(       ) 2
 HL0485
 HL0485.Superseded values are not recommended for survey control.
 HL0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0485.See file dsdata.txt to determine how the superseded data were derived.
 HL0485
 HL0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB0961302871(NAD 83)
 HL0485_MARKER: Z = SEE DESCRIPTION
 HL0485_SETTING: 0 = UNSPECIFIED SETTING
 HL0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0485
 HL0485  HISTORY     - Date     Condition        Report By
 HL0485  HISTORY     - 1945     MONUMENTED       CGS
 HL0485
 HL0485                          STATION DESCRIPTION
 HL0485
 HL0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 HL0485'STATION IS LOCATED 1 MILE SW OF ANTONITO, ON THE SE SIDE OF
 HL0485'THE DENVER AND RIO GRANDE WESTERN RAILROAD, OPPOSITE MILEPOST
 HL0485'281, AND BETWEEN THE RAILROAD AND A GRADED ROAD.
 HL0485'
 HL0485'TO REACH THE STATION FROM THE ANTONITO POST OFFICE, GO SW ON
 HL0485'U.S. HIGHWAY 285 FOR 0.55 MILE TO WHERE THE HIGHWAY CROSSES THE
 HL0485'RAILROAD.  CROSS THE RAILROAD TRACKS AND TURN RIGHT BEFORE
 HL0485'REACHING A GRADED ROAD AND GO 0.15 MILE DOWN THE RAILROAD
 HL0485'RIGHT-OF-WAY TO THE END OF TRUCK TRAVEL AND THE STATION.
 HL0485'SEE STATION ANTONITO
 HL0485'
 HL0485'MILEPOST 281 IS A 9-1/2-INCH SQUARE WHITE WOODEN POST WHICH
 HL0485'STANDS 6.3 FEET ABOVE THE SURROUNDING SURFACE AND IS 51.4 FEET
 HL0485'NW OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0203 ***********************************************************************
 HL0203  DESIGNATION -  DRGWRR MP 413 MK
 HL0203  PID         -  HL0203
 HL0203  STATE/COUNTY-  CO/LA PLATA
 HL0203  USGS QUAD   -  TIFFANY (1968)
 HL0203
 HL0203                         *CURRENT SURVEY CONTROL
 HL0203  ___________________________________________________________________
 HL0203* NAD 83(1986)-  37 01 48.     (N)    107 31 19.     (W)     SCALED    
 HL0203* NAVD 88     -      1933.998  (meters)    6345.13   (feet)  ADJUSTED  
 HL0203  ___________________________________________________________________
 HL0203  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 HL0203  DYNAMIC HT  -        1931.481 (meters)    6336.87  (feet)  COMP
 HL0203  MODELED GRAV-     979,261.7   (mgal)                       NAVD 88
 HL0203
 HL0203  VERT ORDER  -  FIRST     CLASS II
 HL0203
 HL0203.The horizontal coordinates were scaled from a topographic map and have
 HL0203.an estimated accuracy of +/- 6 seconds.
 HL0203
 HL0203.The orthometric height was determined by differential leveling
 HL0203.and adjusted by the National Geodetic Survey in June 1991..
 HL0203
 HL0203.The geoid height was determined by GEOID03.
 HL0203
 HL0203.The dynamic height is computed by dividing the NAVD 88
 HL0203.geopotential number by the normal gravity value computed on the
 HL0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0203.degrees latitude (g = 980.6199 gals.).
 HL0203
 HL0203.The modeled gravity was interpolated from observed gravity values.
 HL0203
 HL0203;                    North         East    Units  Estimated Accuracy
 HL0203;SPC CO S     -   347,070.      734,500.      MT  (+/- 180 meters Scaled)
 HL0203
 HL0203                          SUPERSEDED SURVEY CONTROL
 HL0203
 HL0203  NGVD 29 (??/??/92) 1932.755  (m)         6341.05   (f) ADJ UNCH    1 2
 HL0203
 HL0203.Superseded values are not recommended for survey control.
 HL0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0203.See file dsdata.txt to determine how the superseded data were derived.
 HL0203
 HL0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB756011(NAD 83)
 HL0203_MARKER: DD = SURVEY DISK
 HL0203_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HL0203_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HL0203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0203
 HL0203  HISTORY     - Date     Condition        Report By
 HL0203  HISTORY     - UNK      MONUMENTED       USGS
 HL0203  HISTORY     - 1934     GOOD             NGS
 HL0203
 HL0203                          STATION DESCRIPTION
 HL0203
 HL0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HL0203'12.80 MI SE FROM IGNACIO.
 HL0203'SET ALONG RIGHT OF WAY OF D.R.G. AND W. R.R.  ALONG FENCE-LINE ON
 HL0203'SOUTH SIDE OF R.R. TRACK.  35 FT. SOUTH OF CENTERLINE OF R.R. TRACK.
 HL0203'50 FT. SOUTH OF M. P. 413.  NOTE-- DISC BATTERED-- SERIAL NUMBERS
 HL0203'OBLITERATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0909 ***********************************************************************
 JJ0909  DESIGNATION -  DRILL
 JJ0909  PID         -  JJ0909
 JJ0909  STATE/COUNTY-  CO/KIOWA
 JJ0909  USGS QUAD   -  GALATEA (1978)
 JJ0909
 JJ0909                         *CURRENT SURVEY CONTROL
 JJ0909  ___________________________________________________________________
 JJ0909* NAD 83(1992)-  38 35 14.15210(N)    103 06 08.67355(W)     ADJUSTED  
 JJ0909* NAVD 88     -      1386.     (meters)    4547.     (feet)  SCALED    
 JJ0909  ___________________________________________________________________
 JJ0909  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 JJ0909  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 JJ0909
 JJ0909  HORZ ORDER  -  SECOND
 JJ0909
 JJ0909.The horizontal coordinates were established by classical geodetic methods
 JJ0909.and adjusted by the National Geodetic Survey in January 1993..
 JJ0909
 JJ0909.The orthometric height was scaled from a topographic map.
 JJ0909
 JJ0909.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0909
 JJ0909.The geoid height was determined by GEOID03.
 JJ0909
 JJ0909;                    North         East     Units Scale Factor Converg.
 JJ0909;SPC CO S     -   520,647.212 1,123,281.403   MT  1.00003172   +1 28 14.3
 JJ0909;SPC CO S     - 1,708,156.73  3,685,299.07   sFT  1.00003172   +1 28 14.3
 JJ0909;SPC CO C     -   391,248.912 1,123,268.419   MT  0.99997585   +1 30 43.7
 JJ0909;SPC CO C     - 1,283,622.47  3,685,256.47   sFT  0.99997585   +1 30 43.7
 JJ0909;UTM  13      - 4,272,683.841   665,272.821   MT  0.99993638   +1 11 01.7
 JJ0909
 JJ0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0909!SPC CO S     -   0.99978612  x   1.00003172  =   0.99981784
 JJ0909!SPC CO C     -   0.99978612  x   0.99997585  =   0.99976198
 JJ0909!UTM  13      -   0.99978612  x   0.99993638  =   0.99972252
 JJ0909
 JJ0909:                Primary Azimuth Mark                     Grid Az
 JJ0909:SPC CO S     -  DRILL AZ MK                              012 10 02.1
 JJ0909:SPC CO C     -  DRILL AZ MK                              012 07 32.7
 JJ0909:UTM  13      -  DRILL AZ MK                              012 27 14.7
 JJ0909
 JJ0909|---------------------------------------------------------------------|
 JJ0909| PID    Reference Object                     Distance      Geod. Az  |
 JJ0909|                                                           dddmmss.s |
 JJ0909| CM7975 DRILL AZ MK                                        0133816.4 |
 JJ0909| CM7976 DRILL RM 1                           31.309 METERS 06518     |
 JJ0909| CM7977 DRILL RM 2                           34.260 METERS 17000     |
 JJ0909| JJ0920 HASWELL DES MARTEAU COMM ELEV       APPROX.15.4 KM 1983505.1 |
 JJ0909|---------------------------------------------------------------------|
 JJ0909
 JJ0909                          SUPERSEDED SURVEY CONTROL
 JJ0909
 JJ0909  NAD 83(1986)-  38 35 14.14755(N)    103 06 08.67034(W) AD(       ) 2
 JJ0909  NAD 27      -  38 35 14.13826(N)    103 06 06.92955(W) AD(       ) 2
 JJ0909
 JJ0909.Superseded values are not recommended for survey control.
 JJ0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0909.See file dsdata.txt to determine how the superseded data were derived.
 JJ0909
 JJ0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC6527372684(NAD 83)
 JJ0909_MARKER: DS = TRIANGULATION STATION DISK
 JJ0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0909
 JJ0909  HISTORY     - Date     Condition        Report By
 JJ0909  HISTORY     - 1954     MONUMENTED       CGS
 JJ0909
 JJ0909                          STATION DESCRIPTION
 JJ0909
 JJ0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0909'STATION IS LOCATED, AIRLINE, ABOUT 19-1/2 MILES WEST NORTHWEST OF
 JJ0909'EADS, 9-1/2 MILES NORTH NORTHEAST OF HASWELL, 2.0 MILES SOUTH OF
 JJ0909'THE KIOWA-CHEYENNE COUNTY LINE AND AT AN OLD HOMESTEAD SITE IN THE
 JJ0909'SOUTHEAST CORNER OF PASTURE LAND.
 JJ0909'
 JJ0909'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE IN HASWELL,
 JJ0909'GO EASTERLY ON STATE HIGHWAY 96 FOR 1.6 MILES TO A CROSS ROAD.
 JJ0909'TURN LEFT, NORTH, AND GO 10.2 MILES TO A CROSS ROAD.  TURN RIGHT,
 JJ0909'EAST, AND GO 2.0 MILES TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT
 JJ0909'AND GO 1.0 MILE, PASS THROUGH GATE AND CONTINUE FOR 0.5 MILE TO
 JJ0909'THE AZIMUTH MARK ON THE LEFT IN THE FENCE LINE AT A LARGE
 JJ0909'FENCE POST WHICH IS THE DIVIDING LINE BETWEEN TWO FIELDS
 JJ0909'TO THE EAST.  CONTINUE SOUTH FOR 0.4 MILE TO AN OLD WIND MILL
 JJ0909'AND THE STATION.
 JJ0909'
 JJ0909'STATION MARK, STAMPED DRILL 1954, IS A STANDARD DISK SET IN
 JJ0909'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 JJ0909'IT IS 12.0 FEET SOUTH OF AN OLD CONCRETE FOUNDATION AND 225.0
 JJ0909'FEET SOUTHWEST OF AN OLD WINDMILL.
 JJ0909'
 JJ0909'REFERENCE MARK NUMBER 1, STAMPED DRILL NO 1 1954, IS A STANDARD
 JJ0909'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 JJ0909'PROJECTS 2 INCHES AND IS AT THE SAME ELEVATION AS THE STATION.
 JJ0909'IT IS 39.0 FEET SOUTH SOUTHWEST OF AN OLD WINDMILL AND 10
 JJ0909'INCHES WEST OF AN IRON FENCE POST.
 JJ0909'
 JJ0909'REFERENCE MARK NUMBER 2, STAMPED DRILL NO 2 1954, IS A STANDARD
 JJ0909'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 JJ0909'PROJECTS 3 INCHES AND IS AT THE SAME ELEVATION AS THE STATION.
 JJ0909'IT IS 12 INCHES NORTH OF AN OLD CEDAR FENCE POST STANDING ALONE
 JJ0909'IN THE PASTURE.
 JJ0909'
 JJ0909'AZIMUTH MARK, STAMPED DRILL 1954, IS A STANDARD DISK SET IN
 JJ0909'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.
 JJ0909'IT IS 12 INCHES WEST OF A LARGE FENCE POST AND 100.0 FEET EAST
 JJ0909'OF THE TRACK ROAD LEADING TO THE STATION.
 JJ0909'
 JJ0909'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5889 ***********************************************************************
 AI5889  SACS        -  This is a Secondary Airport Control Station.
 AI5889  DESIGNATION -  DRO E
 AI5889  PID         -  AI5889
 AI5889  STATE/COUNTY-  CO/LA PLATA
 AI5889  USGS QUAD   -  GEM VILLAGE (1968)
 AI5889
 AI5889                         *CURRENT SURVEY CONTROL
 AI5889  ___________________________________________________________________
 AI5889* NAD 83(1992)-  37 09 49.30378(N)    107 44 39.69554(W)     ADJUSTED  
 AI5889* NAVD 88     -      2041.00   (meters)    6696.2    (feet)  GPS OBS   
 AI5889  ___________________________________________________________________
 AI5889  X           -  -1,551,480.254 (meters)                     COMP
 AI5889  Y           -  -4,848,466.676 (meters)                     COMP
 AI5889  Z           -   3,833,107.301 (meters)                     COMP
 AI5889  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 AI5889  ELLIP HEIGHT-        2021.43  (meters)          (10/21/02) GPS OBS
 AI5889  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 AI5889
 AI5889  HORZ ORDER  -  FIRST
 AI5889  ELLP ORDER  -  FIFTH     CLASS I
 AI5889
 AI5889.This mark is at Durango-La Plata County Airport (DRO)
 AI5889
 AI5889.The horizontal coordinates were established by GPS observations
 AI5889.and adjusted by the National Geodetic Survey in June 2000..
 AI5889
 AI5889.The orthometric height was determined by GPS observations and a
 AI5889.high-resolution geoid model.
 AI5889
 AI5889.GPS derived orthometric heights for airport stations designated as
 AI5889.PACS or SACS are published to 2 decimal places.  This maintains
 AI5889.centimeter relative accuracy between the PACS and SACS.  It does
 AI5889.not indicate centimeter accuracy relative to other marks which are
 AI5889.part of the NAVD 88 network.
 AI5889
 AI5889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5889
 AI5889.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5889
 AI5889.The ellipsoidal height was determined by GPS observations
 AI5889.and is referenced to NAD 83.
 AI5889
 AI5889.The geoid height was determined by GEOID03.
 AI5889
 AI5889;                    North         East     Units Scale Factor Converg.
 AI5889;SPC CO S     -   362,357.844   715,073.194   MT  1.00001337   -1 22 35.9
 AI5889;SPC CO S     - 1,188,835.69  2,346,035.97   sFT  1.00001337   -1 22 35.9
 AI5889;UTM  13      - 4,116,558.924   256,316.707   MT  1.00033156   -1 39 31.2
 AI5889
 AI5889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5889!SPC CO S     -   0.99968288  x   1.00001337  =   0.99969625
 AI5889!UTM  13      -   0.99968288  x   1.00033156  =   1.00001433
 AI5889
 AI5889                          SUPERSEDED SURVEY CONTROL
 AI5889
 AI5889  ELLIP H (06/30/00) 2021.42   (m)                       GP(       ) 1 1
 AI5889
 AI5889.Superseded values are not recommended for survey control.
 AI5889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5889.See file dsdata.txt to determine how the superseded data were derived.
 AI5889
 AI5889_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB5631716559(NAD 83)
 AI5889_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5889_STAMPING: DRO E 1995
 AI5889_MARK LOGO: NGS   
 AI5889_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5889+STABILITY: SURFACE MOTION
 AI5889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5889+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5889
 AI5889  HISTORY     - Date     Condition        Report By
 AI5889  HISTORY     - 1999     MONUMENTED       MSAM
 AI5889
 AI5889                          STATION DESCRIPTION
 AI5889
 AI5889'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AI5889'THE STATION IS LOCATED ABOUT 18 KM (11.20 MI) SOUTHEAST OF DURANGO, 10
 AI5889'KM (6.20 MI) NORTHWEST OF IGNACIO, AT THE DURANGO-LA PLATA COUNTY
 AI5889'AIRPORT.  IT IS NORTHEAST OF THE EASTERLY END OF RUNWAY 2-20, AND
 AI5889'NORTHWEST OF THE LOCALIZER BUILDING.  THE AIRPORT IS NOT CONTROLLED.
 AI5889'THE USE OF THIS MARK REQUIRES AN ESCORT.  TO SCHEDULE AN ESCORT
 AI5889'CONTACT THE AIRPORT MANAGER MR RON DENT AT 1000 AIRPORT ROAD, DURANGO,
 AI5889'COLORADO, 81301, TELEPHONE 970-247-8143.  OWNERSHIP--AIRPORT
 AI5889'ADMINISTRATION
 AI5889'TO REACH FROM THE JUNCTION OF U.  S.  HIGHWAYS 160 AND 550 ON THE
 AI5889'SOUTHWEST SIDE OF DURANGO, GO SOUTHEAST ON HIGHWAYS 160 AND 550 FOR
 AI5889'4.5 MI (7.2 KM) TO THE JUNCTION OF HIGHWAY 550 ON THE RIGHT.  KEEP
 AI5889'LEFT, EAST, ON HIGHWAY 160 FOR 3.1 MI (5.0 KM) TO ITS JUNCTION WITH
 AI5889'STATE HIGHWAY 172.  TURN RIGHT, SOUTH, ON HIGHWAY 172 FOR 5.8 MI (9.3
 AI5889'KM) TO A ROAD RIGHT NEAR THE TOP OF THE HILL.  TURN RIGHT, SOUTHERLY,
 AI5889'ON COUNTY ROAD 309 FOR 0.85 MI (1.37 KM) TO A CROSSROAD. TURN RIGHT,
 AI5889'SOUTHERLY, ON WINDING ROAD FOR 0.35 MI (0.56 KM) TO TEE INTERSECTION.
 AI5889'TURN LEFT, NORTH, FOR 0.1 MI (0.2 KM) TO AN ELECTRIC GATE.  FROM THE
 AI5889'GATE TURN RIGHT, SOUTHEAST, ALONG THE SOUTH EDGE OF THE COMMERCIAL
 AI5889'RAMP AREA FOR 0.05 MI (0.08 KM) .  TURN LEFT, NORTH, FOR ABOUT 50 M
 AI5889'(164.0 FT) TO THE COMMERCIAL RAMP ENTRANCE, VEER RIGHT, NORTH, ALONG
 AI5889'TAXIWAY A FOR 0.3 MI (0.5 KM) TO THE NORTHEASTERLY END OF TAXIWAY A.
 AI5889'TURN RIGHT, EAST FOR ABOUT 45 M (147.6 FT) TO A ROAD LEFT, LEADING TO
 AI5889'THE LOCALIZER BUILDING, TURN LEFT, NORTH, FOR 0.1 MI (0.2 KM) , TURN
 AI5889'LEFT, WEST, FOR 0.05 MI (0.08 KM) TO THE STATION AHEAD
 AI5889'THE MARK IS A NGS BRASS DISK SET IN THE TOP OF A CONCRETE POST.  IT IS
 AI5889'88.4 M (290.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE LOCALIZER
 AI5889'BUILDING, 22 M (72.2 FT) WEST OF THE TOP OF A CUT BANK, 18.7 M (61.4
 AI5889'FT) NORTHEAST OF A FENCE CORNER AND 16.4 M (53.8 FT) EAST OF A CULVERT
 AI5889'UNDER THE CHAINLINK PERIMETER FENCE.  THIS STATION IS DESIGNATED AS A
 AI5889'SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5890 ***********************************************************************
 AI5890  PACS        -  This is a Primary Airport Control Station.
 AI5890  DESIGNATION -  DRO F
 AI5890  PID         -  AI5890
 AI5890  STATE/COUNTY-  CO/LA PLATA
 AI5890  USGS QUAD   -  GEM VILLAGE (1968)
 AI5890
 AI5890                         *CURRENT SURVEY CONTROL
 AI5890  ___________________________________________________________________
 AI5890* NAD 83(1992)-  37 09 17.82013(N)    107 44 51.84391(W)     ADJUSTED  
 AI5890* NAVD 88     -      2030.36   (meters)    6661.3    (feet)  GPS OBS   
 AI5890  ___________________________________________________________________
 AI5890  X           -  -1,551,941.981 (meters)                     COMP
 AI5890  Y           -  -4,848,925.720 (meters)                     COMP
 AI5890  Z           -   3,832,327.095 (meters)                     COMP
 AI5890  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 AI5890  ELLIP HEIGHT-        2010.75  (meters)          (10/21/02) GPS OBS
 AI5890  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 AI5890
 AI5890  HORZ ORDER  -  B
 AI5890  ELLP ORDER  -  FIFTH     CLASS I
 AI5890
 AI5890.This mark is at Durango-La Plata County Airport (DRO)
 AI5890
 AI5890.The horizontal coordinates were established by GPS observations
 AI5890.and adjusted by the National Geodetic Survey in June 2000..
 AI5890
 AI5890.The orthometric height was determined by GPS observations and a
 AI5890.high-resolution geoid model.
 AI5890
 AI5890.GPS derived orthometric heights for airport stations designated as
 AI5890.PACS or SACS are published to 2 decimal places.  This maintains
 AI5890.centimeter relative accuracy between the PACS and SACS.  It does
 AI5890.not indicate centimeter accuracy relative to other marks which are
 AI5890.part of the NAVD 88 network.
 AI5890
 AI5890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5890
 AI5890.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5890
 AI5890.The ellipsoidal height was determined by GPS observations
 AI5890.and is referenced to NAD 83.
 AI5890
 AI5890.The geoid height was determined by GEOID03.
 AI5890
 AI5890;                    North         East     Units Scale Factor Converg.
 AI5890;SPC CO S     -   361,394.741   714,750.195   MT  1.00001515   -1 22 43.4
 AI5890;SPC CO S     - 1,185,675.91  2,344,976.26   sFT  1.00001515   -1 22 43.4
 AI5890;UTM  13      - 4,115,597.116   255,988.869   MT  1.00033353   -1 39 37.4
 AI5890
 AI5890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5890!SPC CO S     -   0.99968455  x   1.00001515  =   0.99969970
 AI5890!UTM  13      -   0.99968455  x   1.00033353  =   1.00001798
 AI5890
 AI5890                          SUPERSEDED SURVEY CONTROL
 AI5890
 AI5890  ELLIP H (06/30/00) 2010.74   (m)                       GP(       ) 1 1
 AI5890
 AI5890.Superseded values are not recommended for survey control.
 AI5890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5890.See file dsdata.txt to determine how the superseded data were derived.
 AI5890
 AI5890_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB5598915597(NAD 83)
 AI5890_MARKER: I = METAL ROD
 AI5890_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI5890_STAMPING: DRO F 1999
 AI5890_MARK LOGO: NGS   
 AI5890_PROJECTION: FLUSH
 AI5890_MAGNETIC: I = MARKER IS A STEEL ROD
 AI5890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5890+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5890_ROD/PIPE-DEPTH: 4.1  meters
 AI5890_SLEEVE-DEPTH  : 0.9 meters
 AI5890
 AI5890  HISTORY     - Date     Condition        Report By
 AI5890  HISTORY     - 1999     MONUMENTED       MSAM
 AI5890
 AI5890                          STATION DESCRIPTION
 AI5890
 AI5890'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AI5890'THE STATION IS LOCATED ABOUT 18 KM (11.20 MI) SOUTHEAST OF DURANGO, 10
 AI5890'KM (6.20 MI) NORTHWEST OF IGNACIO, AT THE DURANGO-LA PLATA COUNTY
 AI5890'AIRPORT.  IT IS SOUTH OF THE WINDSOCK AND NORTH OF THE VOR.  THE
 AI5890'AIRPORT IS NOT CONTROLLED.  THE USE OF THIS STATION REQUIRES AN
 AI5890'ESCORT.  TO SCHEDULE AN ESCORT CONTACT THE AIRPORT MANAGER MR RON DENT
 AI5890'AT 1000 AIRPORT ROAD, DURANGO, COLORADO, 81301, TELEPHONE
 AI5890'970-247-8143.  OWNERSHIP--AIRPORT ADMINISTRATION
 AI5890'TO REACH FROM THE JUNCTION OF U.  S.  HIGHWAYS 160 AND 550 ON THE
 AI5890'SOUTHWEST SIDE OF DURANGO, GO SOUTHEAST ON HIGHWAYS 160 AND 550 FOR
 AI5890'4.5 MI (7.2 KM) TO THE JUNCTION OF HIGHWAY 550 ON THE RIGHT.  KEEP
 AI5890'LEFT, EAST, ON HIGHWAY 160 FOR 3.1 MI (5.0 KM) TO ITS JUNCTION WITH
 AI5890'STATE HIGHWAY 172.  TURN RIGHT, SOUTH, ON HIGHWAY 172 FOR 5.8 MI (9.3
 AI5890'KM) TO A ROAD RIGHT NEAR THE TOP OF THE HILL.  TURN RIGHT, SOUTHERLY,
 AI5890'ON COUNTY ROAD 309 FOR 0.85 MI (1.37 KM) TO A CROSSROAD. TURN RIGHT,
 AI5890'SOUTHERLY, ON WINDING ROAD FOR 0.35 MI (0.56 KM) TO TEE INTERSECTION.
 AI5890'TURN LEFT, NORTH, FOR 0.1 MI (0.2 KM) TO AN ELECTRIC GATE.  FROM THE
 AI5890'GATE TURN RIGHT, SOUTHEAST, ALONG THE SOUTH EDGE OF THE COMMERCIAL
 AI5890'RAMP AREA FOR 0.05 MI (0.08 KM) .  TURN LEFT, NORTH, FOR ABOUT 50 M
 AI5890'(164.0 FT) TO THE COMMERCIAL RAMP ENTRANCE, TURN RIGHT, EAST FOR ABOUT
 AI5890'20 M (65.6 FT) .  TURN RIGHT, SOUTHWEST, ALONG TAXIWAY A FOR 0.2 MI
 AI5890'(0.3 KM) TO TAXIWAY A2.  TURN LEFT, EAST, FOR 0.1 MI (0.2 KM) TO THE
 AI5890'EAST EDGE OF RUNWAY 2-20 AND A PAVED ROAD LEADING TO THE VOR.
 AI5890'CONTINUE EAST ON THE PAVED ROAD AND ACROSS A FIELD FOR 0.1 MI (0.2 KM)
 AI5890'.  TURN LEFT, NORTH, FOR 0.05 MI (0.08 KM) TO THE WINDSOCK AND THE
 AI5890'STATION AHEAD
 AI5890'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROAD DRIVEN
 AI5890'TO REFUSAL AT A DEPTH OF 13.5 FT, (4.1 M) ENCASED IN A 0.9 M (3.0 FT)
 AI5890'LONG GREASED PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID,
 AI5890'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 96.4 M
 AI5890'(316.3 FT) NORTHWEST OF THE PERIMETER FENCE, 13.3 M (43.6 FT) SOUTH OF
 AI5890'THE WINDSOCK, 2.4 NORTH OF THE WINDSOCK DRUM RING AND 0.8 M (2.6 FT)
 AI5890'SOUTH OF A FIBERGLASS WITNESS POST.  THIS STATION IS DESIGNATED AS A
 AI5890'PRIMARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5891 ***********************************************************************
 AI5891  SACS        -  This is a Secondary Airport Control Station.
 AI5891  DESIGNATION -  DRO G
 AI5891  PID         -  AI5891
 AI5891  STATE/COUNTY-  CO/LA PLATA
 AI5891  USGS QUAD   -  LOMA LINDA (1968)
 AI5891
 AI5891                         *CURRENT SURVEY CONTROL
 AI5891  ___________________________________________________________________
 AI5891* NAD 83(1992)-  37 08 49.57138(N)    107 45 18.11766(W)     ADJUSTED  
 AI5891* NAVD 88     -      2023.76   (meters)    6639.6    (feet)  GPS OBS   
 AI5891  ___________________________________________________________________
 AI5891  X           -  -1,552,718.434 (meters)                     COMP
 AI5891  Y           -  -4,849,223.986 (meters)                     COMP
 AI5891  Z           -   3,831,628.758 (meters)                     COMP
 AI5891  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 AI5891  ELLIP HEIGHT-        2004.11  (meters)          (10/21/02) GPS OBS
 AI5891  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 AI5891
 AI5891  HORZ ORDER  -  FIRST
 AI5891  ELLP ORDER  -  FIFTH     CLASS I
 AI5891
 AI5891.This mark is at Durango-La Plata County Airport (DRO)
 AI5891
 AI5891.The horizontal coordinates were established by GPS observations
 AI5891.and adjusted by the National Geodetic Survey in June 2000..
 AI5891
 AI5891.The orthometric height was determined by GPS observations and a
 AI5891.high-resolution geoid model.
 AI5891
 AI5891.GPS derived orthometric heights for airport stations designated as
 AI5891.PACS or SACS are published to 2 decimal places.  This maintains
 AI5891.centimeter relative accuracy between the PACS and SACS.  It does
 AI5891.not indicate centimeter accuracy relative to other marks which are
 AI5891.part of the NAVD 88 network.
 AI5891
 AI5891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5891
 AI5891.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5891
 AI5891.The ellipsoidal height was determined by GPS observations
 AI5891.and is referenced to NAD 83.
 AI5891
 AI5891.The geoid height was determined by GEOID03.
 AI5891
 AI5891;                    North         East     Units Scale Factor Converg.
 AI5891;SPC CO S     -   360,539.756   714,081.042   MT  1.00001677   -1 22 59.5
 AI5891;SPC CO S     - 1,182,870.85  2,342,780.89   sFT  1.00001677   -1 22 59.5
 AI5891;UTM  13      - 4,114,745.155   255,315.309   MT  1.00033759   -1 39 52.2
 AI5891
 AI5891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5891!SPC CO S     -   0.99968560  x   1.00001677  =   0.99970236
 AI5891!UTM  13      -   0.99968560  x   1.00033759  =   1.00002308
 AI5891
 AI5891                          SUPERSEDED SURVEY CONTROL
 AI5891
 AI5891  ELLIP H (06/30/00) 2004.09   (m)                       GP(       ) 1 1
 AI5891
 AI5891.Superseded values are not recommended for survey control.
 AI5891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5891.See file dsdata.txt to determine how the superseded data were derived.
 AI5891
 AI5891_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB5531514745(NAD 83)
 AI5891_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5891_STAMPING: DRO G 1999
 AI5891_MARK LOGO: NGS   
 AI5891_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5891+STABILITY: SURFACE MOTION
 AI5891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5891+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5891
 AI5891  HISTORY     - Date     Condition        Report By
 AI5891  HISTORY     - 1999     MONUMENTED       MSAM
 AI5891
 AI5891                          STATION DESCRIPTION
 AI5891
 AI5891'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AI5891'THE STATION IS LOCATED ABOUT 18 KM (11.20 MI) SOUTHEAST OF DURANGO, 10
 AI5891'KM (6.20 MI) NORTHWEST OF IGNACIO, AT THE DURANGO-LA PLATA COUNTY
 AI5891'AIRPORT.  IT IS SOUTHWEST OF THE VOR, NORTHEAST OF THE ILS BUILDING
 AI5891'AND SOUTHEAST OF THE RUNWAY.  THE AIRPORT IS NOT CONTROLLED.  THE USE
 AI5891'OF THIS STATION REQUIRES AN ESCORT.  TO SCHEDULE AN ESCORT CONTACT THE
 AI5891'AIRPORT MANAGER MR RON DENT AT 1000 AIRPORT ROAD, DURANGO, COLORADO,
 AI5891'81301, TELEPHONE 970-247-8143.  OWNERSHIP--AIRPORT ADMINISTRATION
 AI5891'TO REACH FROM THE JUNCTION OF U.  S.  HIGHWAYS 160 AND 550 ON THE
 AI5891'SOUTHWEST SIDE OF DURANGO, GO SOUTHEAST ON HIGHWAYS 160 AND 550 FOR
 AI5891'4.5 MI (7.2 KM) TO THE JUNCTION OF HIGHWAY 550 ON THE RIGHT.  KEEP
 AI5891'LEFT, EAST, ON HIGHWAY 160 FOR 3.1 MI (5.0 KM) TO ITS JUNCTION WITH
 AI5891'STATE HIGHWAY 172.  TURN RIGHT, SOUTH, ON HIGHWAY 172 FOR 5.8 MI (9.3
 AI5891'KM) TO A ROAD RIGHT NEAR THE TOP OF THE HILL.  TURN RIGHT, SOUTHERLY,
 AI5891'ON COUNTY ROAD 309 FOR 0.85 MI (1.37 KM) TO A CROSSROAD. TURN RIGHT,
 AI5891'SOUTHERLY, ON WINDING ROAD FOR 0.35 MI (0.56 KM) TO TEE INTERSECTION.
 AI5891'TURN LEFT, NORTH, FOR 0.1 MI (0.2 KM) TO AN ELECTRIC GATE.  FROM THE
 AI5891'GATE TURN RIGHT, SOUTHEAST, ALONG THE SOUTH EDGE OF THE COMMERCIAL
 AI5891'RAMP AREA FOR 0.05 MI (0.08 KM) .  TURN LEFT, NORTH, FOR ABOUT 50 M
 AI5891'(164.0 FT) TO THE COMMERCIAL RAMP ENTRANCE, TURN RIGHT, EAST FOR ABOUT
 AI5891'20 M (65.6 FT) .  TURN RIGHT, SOUTHWEST, ALONG TAXIWAY A FOR 0.2 MI
 AI5891'(0.3 KM) TO TAXIWAY A2.  TURN LEFT, EAST, FOR 0.1 MI (0.2 KM) TO THE
 AI5891'EAST EDGE OF RUNWAY 2-20 AND A PAVED ROAD LEADING TO THE VOR.
 AI5891'CONTINUE EAST ON THE PAVED ROAD AND ACROSS A FIELD FOR 0.1 MI (0.2 KM)
 AI5891'.  TURN RIGHT, SOUTH, ON THE EAST SIDE OF THE VOR, FOR 0.1 MI (0.2 KM)
 AI5891'TO A TWO TRACK ROAD, CONTINUE SOUTH-SOUTHWEST ON THE TWO TRACK ROAD
 AI5891'FOR 0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT
 AI5891'THE MARK IS A NGS BRASS DISK SET IN THE TOP OF A CONCRETE POST.  IT IS
 AI5891'IN LINE WITH THE RUNWAY SIGN --3-6-- (INDICATING DISTANCE IN THOUSAND
 AI5891'OF FEET TO THE END OF THE RUNWAY) , 0.4 MI (0.6 KM) NORTH OF THE EAST
 AI5891'END OF THE ILS ACCESS ROAD, 0.1 MI (0.2 KM) WEST OF THE PERIMETER
 AI5891'FENCE, 6.6 M (21.7 FT) NORTHWEST OF THE CENTER OF A TWO TRACK ROAD AND
 AI5891'0.7 M (2.3 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.  THIS STATION
 AI5891'IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0766 ***********************************************************************
 JL0766  DESIGNATION -  DRY
 JL0766  PID         -  JL0766
 JL0766  STATE/COUNTY-  CO/GUNNISON
 JL0766  USGS QUAD   -  BIG MESA (1982)
 JL0766
 JL0766                         *CURRENT SURVEY CONTROL
 JL0766  ___________________________________________________________________
 JL0766* NAD 83(1992)-  38 29 18.89325(N)    107 07 07.07178(W)     ADJUSTED  
 JL0766* NAVD 88     -      2499.3    (meters)    8200.     (feet)  VERTCON   
 JL0766  ___________________________________________________________________
 JL0766  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 JL0766  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 JL0766
 JL0766  HORZ ORDER  -  THIRD
 JL0766
 JL0766.The horizontal coordinates were established by classical geodetic methods
 JL0766.and adjusted by the National Geodetic Survey in January 1993..
 JL0766
 JL0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0766
 JL0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0766
 JL0766.The geoid height was determined by GEOID03.
 JL0766
 JL0766;                    North         East     Units Scale Factor Converg.
 JL0766;SPC CO C     -   378,796.311   773,190.388   MT  0.99999264   -1 01 15.1
 JL0766;SPC CO C     - 1,242,767.56  2,536,708.80   sFT  0.99999264   -1 01 15.1
 JL0766;SPC CO S     -   508,235.198   773,187.454   MT  1.00001055   -0 59 34.2
 JL0766;SPC CO S     - 1,667,434.98  2,536,699.17   sFT  1.00001055   -0 59 34.2
 JL0766;UTM  13      - 4,262,153.112   315,221.129   MT  1.00002049   -1 19 08.1
 JL0766
 JL0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0766!SPC CO C     -   0.99961026  x   0.99999264  =   0.99960290
 JL0766!SPC CO S     -   0.99961026  x   1.00001055  =   0.99962080
 JL0766!UTM  13      -   0.99961026  x   1.00002049  =   0.99963074
 JL0766
 JL0766:                Primary Azimuth Mark                     Grid Az
 JL0766:SPC CO C     -  SUN                                      020 11 03.4
 JL0766:SPC CO S     -  SUN                                      020 09 22.5
 JL0766:UTM  13      -  SUN                                      020 28 56.4
 JL0766
 JL0766|---------------------------------------------------------------------|
 JL0766| PID    Reference Object                     Distance      Geod. Az  |
 JL0766|                                                           dddmmss.s |
 JL0766| JL0747 SUN                                 APPROX. 5.0 KM 0190948.3 |
 JL0766|---------------------------------------------------------------------|
 JL0766
 JL0766                          SUPERSEDED SURVEY CONTROL
 JL0766
 JL0766  NAD 83(1986)-  38 29 18.89117(N)    107 07 07.08121(W) AD(       ) 3
 JL0766  NAD 27      -  38 29 18.91671(N)    107 07 04.89675(W) AD(       ) 3
 JL0766  NGVD 29 (07/19/86) 2497.8    (m)         8195.     (f) VERT ANG       
 JL0766
 JL0766.Superseded values are not recommended for survey control.
 JL0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0766.See file dsdata.txt to determine how the superseded data were derived.
 JL0766
 JL0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC1522162153(NAD 83)
 JL0766_MARKER: DD = SURVEY DISK
 JL0766_SETTING: 80 = SET IN A BOULDER
 JL0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0766+STABILITY: SURFACE MOTION
 JL0766
 JL0766  HISTORY     - Date     Condition        Report By
 JL0766  HISTORY     - 1950     MONUMENTED       USGS
 JL0766
 JL0766                          STATION DESCRIPTION
 JL0766
 JL0766'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JL0766'STATION LOCATED ABOUT 1 MI. -AIRLINE- NW. OF IOLA, IN SEC. 19  T. 49
 JL0766'N., R. 87 W. ON THE HIGHEST PART OF A HILL THAT SETS OUT BY ITSELF.
 JL0766'
 JL0766'TO REACH STATION FROM IOLA SCHOOL HOUSE GO E. 0.2 MI. TO STATE HWY.
 JL0766'149. TURN LEFT -N.- ON HWY. 149 0.7 MI. TO U.S. HWY. 50, TURN LEFT W.
 JL0766'ON HWY. 50 0.8 MI. TO TRACK RD. NW. TAKE TRACK ROAD 0.9 MI. TO TOP OF
 JL0766'SADDLE.  LEAVE TRACK RD. AND TURN LEFT -S.- ACROSS COUNTRY 0.3 MI. TO
 JL0766'BASE OF HILL.
 JL0766'STATION IS ON HIGHEST POINT OF HILL - ABOUT 20 MIN. PACK-.
 JL0766'
 JL0766'STATION MARK - STANDARD TABLET STAMPED --- C-DRY 1950 --- CEMENTED IN
 JL0766'BOULDER.
 JL0766'
 JL0766'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0823 ***********************************************************************
 JL0823  DESIGNATION -  DRY
 JL0823  PID         -  JL0823
 JL0823  STATE/COUNTY-  CO/OURAY
 JL0823  USGS QUAD   -  DALLAS (1982)
 JL0823
 JL0823                         *CURRENT SURVEY CONTROL
 JL0823  ___________________________________________________________________
 JL0823* NAD 83(1992)-  38 09 45.47040(N)    107 42 27.80497(W)     ADJUSTED  
 JL0823* NAVD 88     -      2206.3    (meters)    7239.     (feet)  VERTCON   
 JL0823  ___________________________________________________________________
 JL0823  LAPLACE CORR-           9.16  (seconds)                    DEFLEC99
 JL0823  GEOID HEIGHT-         -15.76  (meters)                     GEOID03
 JL0823
 JL0823  HORZ ORDER  -  SECOND
 JL0823
 JL0823.The horizontal coordinates were established by classical geodetic methods
 JL0823.and adjusted by the National Geodetic Survey in January 1993..
 JL0823
 JL0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0823
 JL0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0823
 JL0823.The geoid height was determined by GEOID03.
 JL0823
 JL0823;                    North         East     Units Scale Factor Converg.
 JL0823;SPC CO S     -   473,117.107   720,946.449   MT  0.99996179   -1 21 15.0
 JL0823;SPC CO S     - 1,552,218.38  2,365,305.14   sFT  0.99996179   -1 21 15.0
 JL0823;UTM  13      - 4,227,324.546   262,773.986   MT  1.00029314   -1 40 25.9
 JL0823
 JL0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0823!SPC CO S     -   0.99965640  x   0.99996179  =   0.99961820
 JL0823!UTM  13      -   0.99965640  x   1.00029314  =   0.99994944
 JL0823
 JL0823|---------------------------------------------------------------------|
 JL0823| PID    Reference Object                     Distance      Geod. Az  |
 JL0823|                                                           dddmmss.s |
 JL0823| CM6361 DRY RM 1                             10.110 METERS 00715     |
 JL0823| CM6360 DRY AZ MK                                          2674819.0 |
 JL0823| CM6362 DRY RM 2                             18.044 METERS 29026     |
 JL0823|---------------------------------------------------------------------|
 JL0823
 JL0823                          SUPERSEDED SURVEY CONTROL
 JL0823
 JL0823  NAD 83(1986)-  38 09 45.45995(N)    107 42 27.79346(W) AD(       ) 2
 JL0823  NAD 27      -  38 09 45.49540(N)    107 42 25.59730(W) AD(       ) 2
 JL0823  NGVD 29 (07/19/86) 2204.9    (m)         7234.     (f) VERT ANG       
 JL0823
 JL0823.Superseded values are not recommended for survey control.
 JL0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0823.See file dsdata.txt to determine how the superseded data were derived.
 JL0823
 JL0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC6277427325(NAD 83)
 JL0823_MARKER: DS = TRIANGULATION STATION DISK
 JL0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0823
 JL0823  HISTORY     - Date     Condition        Report By
 JL0823  HISTORY     - 1958     MONUMENTED       CGS
 JL0823  HISTORY     - 19910702 GOOD             USPSQD
 JL0823
 JL0823                          STATION DESCRIPTION
 JL0823
 JL0823'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 JL0823'STATION IS ABOUT 10 MILES NORTH-NORTHWEST OF OURAY AND 3 MILES
 JL0823'NORTHEAST OF RIDGWAY IN THE NORTHEAST ANGLE OF A VERY IRREGULAR
 JL0823'CROSSROADS FORMED BY THE MAIN TRAVELED ROAD CURVING TO THE
 JL0823'NORTH, A TRACK ROAD, EASTERLY, TO A RANCH HOUSE, AND ANOTHER
 JL0823'TRACK ROAD THAT BEARS SOUTHWESTERLY.
 JL0823'
 JL0823'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 550 AND
 JL0823'STATE HIGHWAY 62 ABOUT 1/2 MILE EAST OF RIDGWAY BY GOING NORTH
 JL0823'ON U.S. HIGHWAY 550 FOR 1.65 MILES TO A GRADED ROAD RIGHT
 JL0823'AND A SIGN RAY WORLEY 5, TURN RIGHT, EAST, ON GRADED ROAD FOR
 JL0823'0.9 MILE TO A FORK, CONTINUE EAST FOR 0.1 MILE TO A SIDE ROAD
 JL0823'RIGHT AND A LOADING CHUTE AND SMALL CORRAL IN THE SOUTHEAST
 JL0823'ANGLE, TURN RIGHT, SOUTH, FOR 0.9 MILE TO A REVERSE FORK, TURN
 JL0823'LEFT, EASTERLY, FOR 0.85 MILE TO A SIDE ROAD RIGHT AND AZIMUTH
 JL0823'MARK ON THE RIGHT.  CONTINUE EASTERLY 0.25 MILE TO THE
 JL0823'STATION.
 JL0823'
 JL0823'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 11 INCH SQUARE
 JL0823'CONCRETE POSTS.
 JL0823'
 JL0823'STATION MARKS ARE STAMPED DRY 1958.  THE SURFACE MARK PROJECTS
 JL0823'6 INCHES.  IT IS 56 FEET NORTHEAST OF A POWERLINE POLE WITH A
 JL0823'TRIANGLE BLAZE ON THE NORTHWEST SIDE, 54 FEET EAST-NORTHEAST
 JL0823'OF THE CENTER OF THE CROSSROADS, 15 FEET NORTH OF THE NORTH
 JL0823'GATE POST AND 4 FEET WEST OF A WIRE FENCE.  A WHITE WITNESS POST
 JL0823'WAS SET 3 FEET SOUTH OF THE MARK.  THE UNDERGROUND MARK IS SET
 JL0823'IN AN IRREGULAR MASS OF CONCRETE 34 INCHES BELOW THE GROUND
 JL0823'SURFACE.
 JL0823'
 JL0823'REFERENCE MARK 1 IS STAMPED DRY NO 1 1958 AND PROJECTS 5 INCHES.
 JL0823'IT IS 89 FEET NORTH-NORTHEAST OF THE POWERLINE POLE, 65 FEET
 JL0823'NORTH-NORTHEAST OF THE CENTER OF THE CROSSROADS AND 1 FOOT WEST
 JL0823'OF THE FENCE.
 JL0823'
 JL0823'REFERENCE MARK 2 IS STAMPED DRY NO 2 1958 AND PROJECTS 2 INCHES.
 JL0823'IT IS 63 FEET NORTH-NORTHWEST OF THE POWERLINE POLE, 33 FEET
 JL0823'NORTHWEST OF THE CENTER OF THE CROSSROADS AND 1 FOOT EAST OF
 JL0823'A WIRE FENCE.
 JL0823'
 JL0823'AZIMUTH MARK IS STAMPED DRY 1958 AND PROJECTS 3 INCHES.  IT
 JL0823'IS 63 FEET EAST OF A GRADED ROAD, 30 FEET SOUTH OF A GRAVELED
 JL0823'ROAD AND 1 FOOT NORTH OF A WIRE FENCE.  A WHITE WITNESS POST
 JL0823'WAS SET 2 FEET WEST OF THE MARK.
 JL0823
 JL0823                          STATION RECOVERY (1991)
 JL0823
 JL0823'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 JL0823'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0357 ***********************************************************************
 HJ0357  DESIGNATION -  DRY
 HJ0357  PID         -  HJ0357
 HJ0357  STATE/COUNTY-  CO/BENT
 HJ0357  USGS QUAD   -  DENNY LAKE (1968)
 HJ0357
 HJ0357                         *CURRENT SURVEY CONTROL
 HJ0357  ___________________________________________________________________
 HJ0357* NAD 83(1992)-  37 54 36.61401(N)    102 49 34.19053(W)     ADJUSTED  
 HJ0357* NAVD 88     -      1255.     (meters)    4117.     (feet)  SCALED    
 HJ0357  ___________________________________________________________________
 HJ0357  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 HJ0357  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 HJ0357
 HJ0357  HORZ ORDER  -  THIRD
 HJ0357
 HJ0357.The horizontal coordinates were established by classical geodetic methods
 HJ0357.and adjusted by the National Geodetic Survey in January 1993..
 HJ0357
 HJ0357.The orthometric height was scaled from a topographic map.
 HJ0357
 HJ0357.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0357
 HJ0357.The geoid height was determined by GEOID03.
 HJ0357
 HJ0357;                    North         East     Units Scale Factor Converg.
 HJ0357;SPC CO S     -   446,174.777 1,149,492.864   MT  0.99994628   +1 38 24.3
 HJ0357;SPC CO S     - 1,463,825.08  3,771,294.50   sFT  0.99994628   +1 38 24.3
 HJ0357;UTM  13      - 4,198,076.378   691,100.906   MT  1.00004981   +1 20 09.8
 HJ0357
 HJ0357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0357!SPC CO S     -   0.99980675  x   0.99994628  =   0.99975304
 HJ0357!UTM  13      -   0.99980675  x   1.00004981  =   0.99985655
 HJ0357
 HJ0357:                Primary Azimuth Mark                     Grid Az
 HJ0357:SPC CO S     -  DRY AZ MK                                087 52 24.2
 HJ0357:UTM  13      -  DRY AZ MK                                088 10 38.7
 HJ0357
 HJ0357|---------------------------------------------------------------------|
 HJ0357| PID    Reference Object                     Distance      Geod. Az  |
 HJ0357|                                                           dddmmss.s |
 HJ0357| CM7978 DRY AZ MK                                          0893048.5 |
 HJ0357| CM7979 DRY RM 1                              9.781 METERS 09840     |
 HJ0357| CM7981 DRY RM 3                              9.733 METERS 26240     |
 HJ0357| CM7980 DRY RM 2                              9.779 METERS 26253     |
 HJ0357|---------------------------------------------------------------------|
 HJ0357
 HJ0357                          SUPERSEDED SURVEY CONTROL
 HJ0357
 HJ0357  NAD 83(1986)-  37 54 36.60730(N)    102 49 34.18069(W) AD(       ) 3
 HJ0357  NAD 27      -  37 54 36.58039(N)    102 49 32.46897(W) AD(       ) 3
 HJ0357
 HJ0357.Superseded values are not recommended for survey control.
 HJ0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0357.See file dsdata.txt to determine how the superseded data were derived.
 HJ0357
 HJ0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB9110198076(NAD 83)
 HJ0357_MARKER: DS = TRIANGULATION STATION DISK
 HJ0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0357_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HJ0357
 HJ0357  HISTORY     - Date     Condition        Report By
 HJ0357  HISTORY     - 1954     MONUMENTED       CGS
 HJ0357  HISTORY     - 1968     GOOD             CGS
 HJ0357
 HJ0357                          STATION DESCRIPTION
 HJ0357
 HJ0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 HJ0357'THE STATION IS LOCATED ALONG THE SOUTH SIDE OF A DIRT ROAD,
 HJ0357'AT THE POINT WHERE IT PASSES OVER A LOW ROLLING HILL THAT
 HJ0357'IS THE HIGHEST POINT IN THE VICINITY.  IT IS ABOUT 16 MILES
 HJ0357'AIRLINE SOUTHWEST OF LAMAR, 15 MILES AIRLINE SOUTHEAST OF
 HJ0357'HASTY, AND 12.5 MILES AIRLINE SOUTH-SOUTHWEST OF PROWERS.
 HJ0357'
 HJ0357'TO REACH FROM THE U.S. POST OFFICE IN LAMAR, GO SOUTH ON
 HJ0357'5TH STREET FOR 0.05 MILE TO WEST OAK STREET.  TURN RIGHT ON
 HJ0357'WEST OAK STREET AND GO WEST FOR 8.0 MILES TO THE PROWERS SCHOOL.
 HJ0357'CONTINUE WEST FOR 0.6 MILE TO A T-ROAD ON THE LEFT.  GO SOUTH
 HJ0357'ON THE T-ROAD FOR 11.7 MILES TO A T-ROAD ON THE RIGHT.  GO WEST
 HJ0357'ON THE T-ROAD FOR 2.0 MILES TO A CROSS ROAD.  CONTINUE WEST
 HJ0357'FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST,
 HJ0357'UP GRADE, FOR 0.5 MILE TO THE STATION ON THE LEFT.
 HJ0357'
 HJ0357'THE STATION MARK IS A STANDARD DISK STAMPED DRY 1954, SET IN
 HJ0357'THE TOP OF A 10-INCH-DIAMETER CONCRETE MONUMENT THAT PROJECTS
 HJ0357'3 INCHES.  IT IS 30 FEET SOUTH OF THE CENTER LINE OF THE DIRT
 HJ0357'ROAD, 6 FEET NORTH OF A FENCE LINE, AND 5 FEET NORTH OF A
 HJ0357'WITNESS POST.
 HJ0357'
 HJ0357'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED DRY NO
 HJ0357'1 1954, SET IN THE TOP OF A 10-INCH-DIAMETER CONCRETE MONUMENT
 HJ0357'THAT PROJECTS 3 INCHES.  IT IS 35 FEET SOUTH OF THE CENTER
 HJ0357'LINE OF THE DIRT ROAD, 16 INCHES NORTH OF A FENCE LINE, AND
 HJ0357'AT THE SAME ELEVATION AS THE STATION.
 HJ0357'
 HJ0357'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED DRY
 HJ0357'NO 2 1954, SET IN THE TOP OF A 10-INCH-DIAMETER CONCRETE
 HJ0357'MONUMENT THAT PROJECTS 4 INCHES.  IT IS 34 FEET SOUTH OF THE
 HJ0357'CENTER LINE OF THE DIRT ROAD, 1 FOOT NORTH OF A FENCE LINE,
 HJ0357'AND AT THE SAME ELEVATION AS THE STATION.
 HJ0357'
 HJ0357'THE AZIMUTH MARK IS A STANDARD DISK STAMPED DRY 1954, SET
 HJ0357'IN THE TOP OF A 10-INCH-DIAMETER CONCRETE MONUMENT THAT
 HJ0357'PROJECTS 3 INCHES.  IT IS 30 FEET NORTH OF THE CENTER LINE
 HJ0357'OF THE DIRT ROAD AND 1 FOOT SOUTH OF A FENCE LINE.
 HJ0357
 HJ0357                          STATION RECOVERY (1968)
 HJ0357
 HJ0357'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 HJ0357'THE STATION MARK, REFERENCE MARK NO. 1, AND THE AZIMUTH MARK
 HJ0357'WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK
 HJ0357'NO. 2 WAS FOUND DESTROYED.
 HJ0357'
 HJ0357'REFERENCE MARK NO. 3 WAS SET.
 HJ0357'
 HJ0357'FOLLOWING IS A NEW DESCRIPTION.
 HJ0357'
 HJ0357'TO REACH THE STATION FROM THE POST OFFICE IN LAMAR, GO
 HJ0357'SOUTH ON 5TH STREET FOR 0.05 MILE TO WEST OAK STREET.  TURN
 HJ0357'RIGHT ON WEST OAK STREET AND GO WEST FOR 8.0 MILES TO THE
 HJ0357'PROWER SCHOOL.  CONTINUE WEST ON A GRAVELED ROAD FOR 0.6
 HJ0357'MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH
 HJ0357'ON A GRAVELED ROAD FOR 11.7 MILES TO A SIDE ROAD ON THE
 HJ0357'RIGHT.  TURN RIGHT AND GO WEST ON GRADED ROAD FOR 2.0 MILES
 HJ0357'TO A CROSSROAD.  CONTINUE WEST ON THE GRADED ROAD FOR 0.2
 HJ0357'MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE WEST ON THE
 HJ0357'GRADED ROAD FOR 0.5 MILE TO THE STATION ON THE LEFT.
 HJ0357'
 HJ0357'STATION MARK, A STANDARD DISK STAMPED DRY 1954, IS SET IN
 HJ0357'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES.
 HJ0357'IT IS 30 FEET SOUTH OF THE CENTER OF A DIRT ROAD, 6 FEET
 HJ0357'NORTH OF A FENCE, AND 5.5 FEET NORTH OF A METAL WITNESS
 HJ0357'POST.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 HJ0357'
 HJ0357'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED DRY NO. 1 1954,
 HJ0357'IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 HJ0357'1 INCH.  IT IS 35 FEET SOUTH OF THE CENTER OF THE DIRT ROAD,
 HJ0357'AND 1.5 FEET NORTH OF A FENCE.
 HJ0357'
 HJ0357'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED DRY 1954 NO. 3
 HJ0357'1968, IS SET IN TH TOP OF A ROUND CONCRETE POST WHICH IS
 HJ0357'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 34 FEET SOUTH
 HJ0357'OF THE CENTER OF THE DIRT ROAD, AND 1.5 FEET NORTH OF A FENCE.
 HJ0357'
 HJ0357'AZIMUTH MARK, A STANDARD DISK STAMPED DRY 1954, IS SET IN
 HJ0357'THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3 INCHES.
 HJ0357'IT IS 30 FEET NORTH OF THE CENTER OF THE DIRT ROAD, 1 FOOT
 HJ0357'SOUTH OF A FENCE, AND 1 FOOT WEST OF A METAL WITNESS POST.
 HJ0357'
 HJ0357'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 12-1/2
 HJ0357'MILES SSW OF PROWERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1000 ***********************************************************************
 JK1000  DESIGNATION -  DRY
 JK1000  PID         -  JK1000
 JK1000  STATE/COUNTY-  CO/EL PASO
 JK1000  USGS QUAD   -  BIG SPRINGS RANCH (1973)
 JK1000
 JK1000                         *CURRENT SURVEY CONTROL
 JK1000  ___________________________________________________________________
 JK1000* NAD 83(1992)-  38 50 26.86382(N)    104 17 52.26115(W)     ADJUSTED  
 JK1000* NAVD 88     -      1923.     (meters)    6309.     (feet)  SCALED    
 JK1000  ___________________________________________________________________
 JK1000  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 JK1000  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 JK1000
 JK1000  HORZ ORDER  -  THIRD
 JK1000
 JK1000.The horizontal coordinates were established by classical geodetic methods
 JK1000.and adjusted by the National Geodetic Survey in January 1993..
 JK1000
 JK1000.The orthometric height was scaled from a topographic map.
 JK1000
 JK1000.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1000
 JK1000.The geoid height was determined by GEOID03.
 JK1000
 JK1000;                    North         East     Units Scale Factor Converg.
 JK1000;SPC CO C     -   417,326.432 1,018,764.035   MT  0.99994617   +0 45 29.5
 JK1000;SPC CO C     - 1,369,178.47  3,342,395.00   sFT  0.99994617   +0 45 29.5
 JK1000;UTM  13      - 4,299,343.909   560,936.718   MT  0.99964572   +0 26 25.3
 JK1000
 JK1000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1000!SPC CO C     -   0.99970136  x   0.99994617  =   0.99964754
 JK1000!UTM  13      -   0.99970136  x   0.99964572  =   0.99934718
 JK1000
 JK1000:                Primary Azimuth Mark                     Grid Az
 JK1000:SPC CO C     -  HOLCOM                                   359 18 44.5
 JK1000:UTM  13      -  HOLCOM                                   359 37 48.7
 JK1000
 JK1000|---------------------------------------------------------------------|
 JK1000| PID    Reference Object                     Distance      Geod. Az  |
 JK1000|                                                           dddmmss.s |
 JK1000| JK0998 HOLCOM                              APPROX.12.6 KM 0000414.0 |
 JK1000|---------------------------------------------------------------------|
 JK1000
 JK1000                          SUPERSEDED SURVEY CONTROL
 JK1000
 JK1000  NAD 83(1986)-  38 50 26.85388(N)    104 17 52.24888(W) AD(       ) 3
 JK1000  NAD 27      -  38 50 26.87838(N)    104 17 50.39148(W) AD(       ) 3
 JK1000
 JK1000.Superseded values are not recommended for survey control.
 JK1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1000.See file dsdata.txt to determine how the superseded data were derived.
 JK1000
 JK1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6093799344(NAD 83)
 JK1000
 JK1000  HISTORY     - Date     Condition        Report By
 JK1000  HISTORY     - 1939     MONUMENTED       USGS
 JK1000  HISTORY     - 1953     GOOD             USGS
 JK1000
 JK1000                          STATION DESCRIPTION
 JK1000
 JK1000'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 JK1000'THE STATION IS LOCATED IN THE SW. 1/4 OF THE SW. 1/4 OF SEC. 12,
 JK1000'T 14 S, R 62 W, IS BEST REACHED FROM SCOTTS STORE AT THE JUNCTION
 JK1000'OF U.S. HIGHWAY 24 AND STATE HIGHWAY 94, FOLLOW STATE HIGHWAY 94
 JK1000'21.2 MI. E. TO A POINT AT THE TOP OF A RIDGE.  THE STATION FROM
 JK1000'THIS POINT IS 530 FT. N. OF HIGHWAY AND 1,125 FT. W., 60 DEGREES
 JK1000'00 MINUTES 00 SECONDS OF A DRY LAKE.
 JK1000'
 JK1000'STATION MARK--STANDARD BRONZE TABLET CEMENTED IN ROCK SET FLUSH WITH
 JK1000'THE GROUND, STAMPED ---DRY R 1939---.
 JK1000'
 JK1000'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1299 ***********************************************************************
 JK1299  DESIGNATION -  DRY
 JK1299  PID         -  JK1299
 JK1299  STATE/COUNTY-  CO/CUSTER
 JK1299  USGS QUAD   -  HORN PEAK (1959)
 JK1299
 JK1299                         *CURRENT SURVEY CONTROL
 JK1299  ___________________________________________________________________
 JK1299* NAD 83(1992)-  38 00 26.78657(N)    105 36 17.12893(W)     ADJUSTED  
 JK1299* NAVD 88     -      4248.9    (meters)   13940.     (feet)  VERTCON   
 JK1299  ___________________________________________________________________
 JK1299  LAPLACE CORR-           5.27  (seconds)                    DEFLEC99
 JK1299  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 JK1299
 JK1299  HORZ ORDER  -  THIRD
 JK1299
 JK1299.The horizontal coordinates were established by classical geodetic methods
 JK1299.and adjusted by the National Geodetic Survey in January 1993..
 JK1299
 JK1299.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1299
 JK1299.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1299
 JK1299.The geoid height was determined by GEOID03.
 JK1299
 JK1299;                    North         East     Units Scale Factor Converg.
 JK1299;SPC CO S     -   453,611.011   905,202.065   MT  0.99994996   -0 03 51.3
 JK1299;SPC CO S     - 1,488,222.13  2,969,817.11   sFT  0.99994996   -0 03 51.3
 JK1299;UTM  13      - 4,206,813.117   446,908.985   MT  0.99963471   -0 22 20.6
 JK1299
 JK1299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1299!SPC CO S     -   0.99933605  x   0.99994996  =   0.99928604
 JK1299!UTM  13      -   0.99933605  x   0.99963471  =   0.99897100
 JK1299
 JK1299:                Primary Azimuth Mark                     Grid Az
 JK1299:SPC CO S     -  ROUND MTN                                045 49 42.9
 JK1299:UTM  13      -  ROUND MTN                                046 08 12.2
 JK1299
 JK1299|---------------------------------------------------------------------|
 JK1299| PID    Reference Object                     Distance      Geod. Az  |
 JK1299|                                                           dddmmss.s |
 JK1299| JK1286 ROUND MTN                           APPROX.22.0 KM 0454551.6 |
 JK1299|---------------------------------------------------------------------|
 JK1299
 JK1299                          SUPERSEDED SURVEY CONTROL
 JK1299
 JK1299  NAD 83(1986)-  38 00 26.77385(N)    105 36 17.13049(W) AD(       ) 3
 JK1299  NAD 27      -  38 00 26.76517(N)    105 36 15.06777(W) AD(       ) 3
 JK1299  NGVD 29 (07/19/86) 4247.1    (m)        13934.     (f) VERT ANG       
 JK1299
 JK1299.Superseded values are not recommended for survey control.
 JK1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1299.See file dsdata.txt to determine how the superseded data were derived.
 JK1299
 JK1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC4690906813(NAD 83)
 JK1299_MARKER: DD = SURVEY DISK
 JK1299_SETTING: 66 = SET IN ROCK OUTCROP
 JK1299_SP_SET: SET IN ROCK OUTCROP
 JK1299_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK1299+STABILITY: POSITION/ELEVATION WELL
 JK1299
 JK1299  HISTORY     - Date     Condition        Report By
 JK1299  HISTORY     - 1956     MONUMENTED       USGS
 JK1299
 JK1299                          STATION DESCRIPTION
 JK1299
 JK1299'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 JK1299'STATION IS LOCATED ABOUT 11 MI. SW. OF WESTCLIFFE, COLORADO, ON MT.
 JK1299'ADAMS, ON HIGHEST POINT AND ABOUT 1 FT. LOWER THAN TOP OF ROCK.
 JK1299'
 JK1299'TO REACH STATION FROM POST OFFICE IN WESTCLIFFE, PROCEED S. 0.4 MI.,
 JK1299'TURN RIGHT AND GO 1.0 MI. W. ALONG HERMIT ROAD, TURN LEFT AND GO 5.0
 JK1299'MI. S. ALONG MACY LANE, TURN RIGHT 2.0 MI. ALONG HORN ROAD, TAKE
 JK1299'LEFT FORK 4.6 MI. ALONG HORN CREEK AND END OF TRUCK TRAVEL, TAKE
 JK1299'TRAIL ALONG HORN CREEK W. UNTIL TRAIL CROSSES A RIDGE AT TIMBERLINE,
 JK1299'LEAVE TRAIL AND FOLLOW RIDGE, ALONG S. FACE OF STEEP HILL TO
 JK1299'SADDLE, THEN UP RIDGE TO TOP AND STATION.  ABOUT 4 HOURS UP AND
 JK1299'2 HOURS DOWN.
 JK1299'
 JK1299'STATION MARK--STANDARD TABLET, CEMENTED IN ROCK, STAMPED ---DRY
 JK1299'1956---.
 JK1299'
 JK1299'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0431 ***********************************************************************
 HK0431  DESIGNATION -  DRY BLUFF
 HK0431  PID         -  HK0431
 HK0431  STATE/COUNTY-  CO/LAS ANIMAS
 HK0431  USGS QUAD   -  DELHI (1993)
 HK0431
 HK0431                         *CURRENT SURVEY CONTROL
 HK0431  ___________________________________________________________________
 HK0431* NAD 83(1992)-  37 42 50.36596(N)    104 04 07.21964(W)     ADJUSTED  
 HK0431* NAVD 88     -      1619.9    (meters)    5315.     (feet)  VERTCON   
 HK0431  ___________________________________________________________________
 HK0431  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 HK0431  GEOID HEIGHT-         -20.51  (meters)                     GEOID03
 HK0431
 HK0431  HORZ ORDER  -  FIRST
 HK0431
 HK0431.The horizontal coordinates were established by classical geodetic methods
 HK0431.and adjusted by the National Geodetic Survey in January 1993..
 HK0431
 HK0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0431
 HK0431.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0431
 HK0431.The geoid height was determined by GEOID03.
 HK0431
 HK0431;                    North         East     Units Scale Factor Converg.
 HK0431;SPC CO S     -   422,003.272 1,040,594.009   MT  0.99994759   +0 52 40.6
 HK0431;SPC CO S     - 1,384,522.40  3,414,015.51   sFT  0.99994759   +0 52 40.6
 HK0431;UTM  13      - 4,174,490.573   582,085.563   MT  0.99968299   +0 34 11.1
 HK0431
 HK0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0431!SPC CO S     -   0.99974908  x   0.99994759  =   0.99969668
 HK0431!UTM  13      -   0.99974908  x   0.99968299  =   0.99943215
 HK0431
 HK0431|---------------------------------------------------------------------|
 HK0431| PID    Reference Object                     Distance      Geod. Az  |
 HK0431|                                                           dddmmss.s |
 HK0431| CM7982 DRY BLUFF RM 1                       13.448 METERS 09212     |
 HK0431| HK0430 BACA                                APPROX. 2.4 KM 2130134.4 |
 HK0431| CM7983 DRY BLUFF RM 2                       10.123 METERS 35709     |
 HK0431|---------------------------------------------------------------------|
 HK0431
 HK0431                          SUPERSEDED SURVEY CONTROL
 HK0431
 HK0431  NAD 83(1986)-  37 42 50.34913(N)    104 04 07.22239(W) AD(       ) 1
 HK0431  NAD 27      -  37 42 50.30500(N)    104 04 05.35900(W) AD(       ) 1
 HK0431  NGVD 29 (07/19/86) 1619.1    (m)         5312.     (f) VERT ANG       
 HK0431
 HK0431.Superseded values are not recommended for survey control.
 HK0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0431.See file dsdata.txt to determine how the superseded data were derived.
 HK0431
 HK0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB8208674491(NAD 83)
 HK0431_MARKER: B = BOLT
 HK0431_SETTING: 0 = UNSPECIFIED SETTING
 HK0431
 HK0431  HISTORY     - Date     Condition        Report By
 HK0431  HISTORY     - 1952     MONUMENTED       CGS
 HK0431
 HK0431                          STATION DESCRIPTION
 HK0431
 HK0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LGT)
 HK0431'THE STATION IS LOCATED ABOUT 11 MILES AIR LINE NORTH OF THATCHER,
 HK0431'6 MILES AIR LINE NORTH NORTHWEST OF DELHI AND 0.5 MILE WEST OF
 HK0431'THE OTERO-LAS ANIMAS COUNTY LINE.  IT IS ON THE HIGHEST POINT
 HK0431'AND SOUTH EDGE OF A LARGE MESA WHICH HAS SCATTERED CEDAR TREES ON
 HK0431'IT.  IT IS 12 FEET NORTHWEST OF A WHITE WITNESS POST.
 HK0431'
 HK0431'TO REACH FROM THE POST OFFICE IN DELHI, GO SOUTHWEST ON U.S.
 HK0431'HIGHWAY 350 FOR 4.0 MILES TO A GRADED ROAD RIGHT.  TURN RIGHT,
 HK0431'CROSS THE RAILROAD TRACKS, PASS TO THE RIGHT OF SOME BUILDINGS,
 HK0431'AND FOLLOW THE MAIN ROAD NORTH FOR 7.9 MILES TO A CATTLE GUARD.
 HK0431'CROSS THE CATTLE GUARD AND CONTINUE STRAIGHT AHEAD ON A TRACK
 HK0431'ROAD, THE MAIN ROAD TURNS LEFT AT THIS POINT.  FOLLOW THE TRACK
 HK0431'ROAD FOR 0.7 MILE TO A DIM TRACK ROAD RIGHT.  TURN RIGHT, EAST,
 HK0431'AND FOLLOW THE DIM TRACK ROA FOR 0.5 MILE.  TURN LEFT AND
 HK0431'DRIVE NORTH ACROSS COUNTRY FOR 0.6 MILE TO THE BASE OF THE
 HK0431'MESA AND THE END OF TRUCK TRAVEL.  PACK NORTH TO THE TOP OF
 HK0431'THE HILL AND THE STATION.  A 5-MINUTE PACK.
 HK0431'
 HK0431'THE STATION MARK, AN IRON BOLT EMBEDDED IN A ROCK AND REINFORCED
 HK0431'WITH CONCRETE, HAS U S G S AND A CROSS STAMPED ON IT.  IT IS FLUSH
 HK0431'WITH THE GROUND.
 HK0431'
 HK0431'REFERENCE MARK 1, A STANDARD DISK STAMPED DRY BLUFF USGS NO 1
 HK0431'1952, IS SET IN THE TOP OF A SQUARE CONCRETE BLOCK WHICH PROJECTS
 HK0431'6 INCHES ABOVE THE GROUND.  IT IS ABOUT 16 INCHES LOWER THAN THE
 HK0431'STATION.
 HK0431'
 HK0431'REFERENCE MARK 2, A STANDARD DISK STAMPED DRY BLUFF USGS NO 2
 HK0431'1952, IS SET IN THE TOP OF A SQUARE CONCRETE BLOCK WHICH PROJECTS
 HK0431'6 INCHES ABOVE THE GROUND.  IT IS ABOUT 1 FOOT LOWER THAN THE
 HK0431'STATION.
 HK0431'
 HK0431'TRIANGULATION STATION BACA WAS USED FOR THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0984 ***********************************************************************
 JK0984  DESIGNATION -  DRY CAMP
 JK0984  PID         -  JK0984
 JK0984  STATE/COUNTY-  CO/EL PASO
 JK0984  USGS QUAD   -  EDISON SCHOOL (1973)
 JK0984
 JK0984                         *CURRENT SURVEY CONTROL
 JK0984  ___________________________________________________________________
 JK0984* NAD 83(1992)-  38 33 45.71717(N)    104 12 33.53597(W)     ADJUSTED  
 JK0984* NAVD 88     -      1706.     (meters)    5597.     (feet)  SCALED    
 JK0984  ___________________________________________________________________
 JK0984  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 JK0984  GEOID HEIGHT-         -19.90  (meters)                     GEOID03
 JK0984
 JK0984  HORZ ORDER  -  THIRD
 JK0984
 JK0984.The horizontal coordinates were established by classical geodetic methods
 JK0984.and adjusted by the National Geodetic Survey in January 1993..
 JK0984
 JK0984.The orthometric height was scaled from a topographic map.
 JK0984
 JK0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0984
 JK0984.The geoid height was determined by GEOID03.
 JK0984
 JK0984;                    North         East     Units Scale Factor Converg.
 JK0984;SPC CO C     -   386,564.790 1,026,888.073   MT  0.99997975   +0 48 50.5
 JK0984;SPC CO C     - 1,268,254.65  3,369,048.62   sFT  0.99997975   +0 48 50.5
 JK0984;SPC CO S     -   516,016.553 1,026,893.500   MT  1.00002617   +0 47 30.0
 JK0984;SPC CO S     - 1,692,964.31  3,369,066.42   sFT  1.00002617   +0 47 30.0
 JK0984;UTM  13      - 4,268,546.977   568,886.686   MT  0.99965844   +0 29 34.5
 JK0984
 JK0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0984!SPC CO C     -   0.99973553  x   0.99997975  =   0.99971529
 JK0984!SPC CO S     -   0.99973553  x   1.00002617  =   0.99976169
 JK0984!UTM  13      -   0.99973553  x   0.99965844  =   0.99939406
 JK0984
 JK0984                          SUPERSEDED SURVEY CONTROL
 JK0984
 JK0984  NAD 83(1986)-  38 33 45.71124(N)    104 12 33.52886(W) AD(       ) 3
 JK0984  NAD 27      -  38 33 45.72000(N)    104 12 31.67500(W) AD(       ) 3
 JK0984
 JK0984.Superseded values are not recommended for survey control.
 JK0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0984.See file dsdata.txt to determine how the superseded data were derived.
 JK0984
 JK0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6888768547(NAD 83)
 JK0984_MARKER: Z = SEE DESCRIPTION
 JK0984_SETTING: 0 = UNSPECIFIED SETTING
 JK0984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK0984
 JK0984  HISTORY     - Date     Condition        Report By
 JK0984  HISTORY     - 1895     MONUMENTED       CGS
 JK0984  HISTORY     - 1935     GOOD             CGS
 JK0984
 JK0984                          STATION DESCRIPTION
 JK0984
 JK0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (AWJ)
 JK0984'THE VICINITY OF THIS STATION IS ABOUT 23 MILES NORTH OF BOONE
 JK0984'AND ABOUT 5 MILES WEST AND 3 MILES NORTH OF TACONY.  ARRIVED
 JK0984'AT THE STATION VICINITY AND SPENT A WHOLE DAY SEARCHING AND
 JK0984'DIGGING FOR THE STATION.  THE PLATEAU ENDS IN THIS VICINITY
 JK0984'BUT THE HIGH POINT IS HARD TO LOCATE.  IMAGINE THAT ANY SURFACE
 JK0984'TRACE OF THE MARK HAS BEEN COVERED BY THE DUST STORMS IN THIS
 JK0984'REGION.  THE LAND IS NOT CULTIVATED AND THE STATION IS PROBABLY
 JK0984'IN GOOD CONDITION BUT PRECISE MEASUREMENT WILL BE NEEDED TO
 JK0984'LOCATE IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0290 ***********************************************************************
 KM0290  DESIGNATION -  DRY FORK
 KM0290  PID         -  KM0290
 KM0290  STATE/COUNTY-  CO/GARFIELD
 KM0290  USGS QUAD   -  THE SADDLE (1968)
 KM0290
 KM0290                         *CURRENT SURVEY CONTROL
 KM0290  ___________________________________________________________________
 KM0290* NAD 83(1992)-  39 23 01.17398(N)    108 26 46.22778(W)     ADJUSTED  
 KM0290* NAVD 88     -      2583.1    (meters)    8475.     (feet)  VERTCON   
 KM0290  ___________________________________________________________________
 KM0290  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 KM0290  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 KM0290
 KM0290  HORZ ORDER  -  SECOND
 KM0290
 KM0290.The horizontal coordinates were established by classical geodetic methods
 KM0290.and adjusted by the National Geodetic Survey in January 1993..
 KM0290
 KM0290.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0290
 KM0290.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0290
 KM0290.The geoid height was determined by GEOID03.
 KM0290
 KM0290;                    North         East     Units Scale Factor Converg.
 KM0290;SPC CO C     -   481,015.110   660,627.027   MT  0.99994804   -1 51 29.2
 KM0290;SPC CO C     - 1,578,130.41  2,167,407.17   sFT  0.99994804   -1 51 29.2
 KM0290;UTM  12      - 4,362,464.595   719,955.361   MT  1.00019572   +1 37 15.9
 KM0290
 KM0290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0290!SPC CO C     -   0.99959743  x   0.99994804  =   0.99954549
 KM0290!UTM  12      -   0.99959743  x   1.00019572  =   0.99979307
 KM0290
 KM0290|---------------------------------------------------------------------|
 KM0290| PID    Reference Object                     Distance      Geod. Az  |
 KM0290|                                                           dddmmss.s |
 KM0290| CM6364 DRY FORK RM 1                                      15007     |
 KM0290| CM6365 DRY FORK RM 2                                      17817     |
 KM0290| CM6363 DRY FORK AZ MK                                     2811727.9 |
 KM0290|---------------------------------------------------------------------|
 KM0290
 KM0290                          SUPERSEDED SURVEY CONTROL
 KM0290
 KM0290  NAD 83(1986)-  39 23 01.16800(N)    108 26 46.22216(W) AD(       ) 2
 KM0290  NAD 27      -  39 23 01.24500(N)    108 26 43.89600(W) AD(       ) 2
 KM0290  NGVD 29 (07/19/86) 2581.9    (m)         8471.     (f) VERT ANG       
 KM0290
 KM0290.Superseded values are not recommended for survey control.
 KM0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0290.See file dsdata.txt to determine how the superseded data were derived.
 KM0290
 KM0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ1995562465(NAD 83)
 KM0290_MARKER: DS = TRIANGULATION STATION DISK
 KM0290_SETTING: 80 = SET IN A BOULDER
 KM0290_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KM0290
 KM0290  HISTORY     - Date     Condition        Report By
 KM0290  HISTORY     - 1937     MONUMENTED       CGS
 KM0290
 KM0290                          STATION DESCRIPTION
 KM0290
 KM0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KM0290'STATION IS LOCATED ABOUT 12 MILES W AND 3.8 MILES N OF THE TOWN
 KM0290'OF DE BEQUE, COLORADO.  IT IS MIDWAY BETWEEN THE FORKS OF DRY
 KM0290'FORK CREEK ON THE HIGHEST POINT OF THE RANGE IN TWP. 8 S, R 99 W.
 KM0290'STATION IS ON A PEAK WHICH IS AT ABOUT THE CENTER OF A LONG
 KM0290'RIDGE RUNNING E AND W FOR ABOUT 3 MILES.  PEAK HAS A ROUNDED TOP
 KM0290'EXCEPT FOR S SIDE WHERE IT DROPS OFF ABRUPTLY IN A SANDSTONE
 KM0290'LEDGE.
 KM0290'
 KM0290'STATION MARK IS A STANDARD DISK SET IN THE TOP OF A BURIED
 KM0290'BOULDER, FLUSH WITH THE GROUND, STAMPED DRY FORK-1937, AT
 KM0290'HIGHEST POINT OF PEAK.
 KM0290'
 KM0290'REFERENCE MARK NO. 1, IS A STANDARD DISK SET IN A SANDSTONE
 KM0290'LEDGE AT SE RIM OF PEAK, ABOUT 15 FEET LOWER THAN STATION 105
 KM0290'FEET DISTANT.  DISTANCE MEASURED ON SLOPE FROM TOP OF STAND TO
 KM0290'MARK.
 KM0290'
 KM0290'REFERENCE MARK NO. 2, IS A STANDARD DISK SET IN A SANDSTONE LEDGE
 KM0290'S OF STATION, ABOUT 6 FEET LOWER THAN STATION.  DISTANCE MEASURED
 KM0290'ON SLOPE FROM TOP OF STAND TO MARK.
 KM0290'
 KM0290'AZIMUTH MARK IS A STANDARD DISK SET IN OUTCROPPING SANDSTONE
 KM0290'LEDGE ON E SIDE OF FIRST NOTCH IN RIDGE W OF THE STATION ABOUT
 KM0290'0.4 MILE DISTANT.
 KM0290'
 KM0290'AZIMUTH MARK (GLO-1/4 S CORNER) IS GALVANIZED IRON PIPE WITH
 KM0290'CAP STAMPED TR-AP8-T8S-R99W (1930), LOCATED APPROXIMATELY
 KM0290'1-1/2 MILES E OF STATION ON N SLOPE OF FIRST KNOLL WHERE TRAIL
 KM0290'REACHES TOP OF MESA, FROM THIS POINT STATION IS WESTERLY AND
 KM0290'ANOTHER RIDGE EXTENDS TO THE NE BORDERING A BOX CANYON.  GLO
 KM0290'PIPE IS ABOUT MIDWAY ACROSS TOP AT THIS POINT.
 KM0290'
 KM0290'TO REACH FROM DE BEQUE, GO W TWO BLOCKS FROM TEXACO SERVICE
 KM0290'STATION ON MAIN STREET THEN TURN N TWO BLOCKS TO A SCHOOLHOUSE ON
 KM0290'LEFT.  TURN LEFT W, AT SCHOOL AND FOLLOW MAIN-TRAVELED ROAD
 KM0290'W AND N FOR 3 MILES TO FORK.  TAKE LEFT FORK FOR 6.3 MILES TO A
 KM0290'LOG SCHOOL IN FORK, TAKE LEFT FOR ABOUT 0.5 MILE TO C.E. BURG
 KM0290'RANCH HOUSE.  INFORMATION REGARDING TRAIL AND PACK ANIMALS ARE
 KM0290'AVAILABLE HERE.  CONTINUE ON ROAD ALONG S SIDE OF CANYON FOR
 KM0290'2.5 MILES TO FIRST GULLY ON RIGHT, TURN RIGHT FOR ABOUT 0.25
 KM0290'MILE ON TRACK ROAD TO FENCE GATE, GO THRU GATE FOR ABOUT 100
 KM0290'YARDS AND END OF TRUCK TRAVEL.  PACK ACROSS WASH AND UP TO
 KM0290'TOP OF RIDGE TO W AND ALONG TOP N AND W KEEPING TO LEFT OF
 KM0290'CANYON.  FOLLOW RIDGE ON S SIDE OF CANYON AND OVER SEVERAL
 KM0290'HUMPS TO HOGBACK AT HEAD OF CANYON, PACK ACROSS THIS AND
 KM0290'UP STEEP SLOPE ON OTHER SIDE.  THEN PACK W ACROSS TOP OF
 KM0290'RIDGE TO HIGHEST VISIBLE POINT AND THE STATION.
 KM0290'
 KM0290'HEIGHT OF LIGHT ABOVE STATION MARK - 1.64 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0795 ***********************************************************************
 KL0795  DESIGNATION -  DRY HOLLOW
 KL0795  PID         -  KL0795
 KL0795  STATE/COUNTY-  CO/GARFIELD
 KL0795  USGS QUAD   -  HUNTER MESA (1987)
 KL0795
 KL0795                         *CURRENT SURVEY CONTROL
 KL0795  ___________________________________________________________________
 KL0795* NAD 83(1992)-  39 29 49.27273(N)    107 38 30.91051(W)     ADJUSTED  
 KL0795* NAVD 88     -      1874.5    (meters)    6150.     (feet)  VERTCON   
 KL0795  ___________________________________________________________________
 KL0795  LAPLACE CORR-           6.06  (seconds)                    DEFLEC99
 KL0795  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 KL0795
 KL0795  HORZ ORDER  -  THIRD
 KL0795
 KL0795.The horizontal coordinates were established by classical geodetic methods
 KL0795.and adjusted by the National Geodetic Survey in January 1993..
 KL0795
 KL0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0795
 KL0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0795
 KL0795.The geoid height was determined by GEOID03.
 KL0795
 KL0795;                    North         East     Units Scale Factor Converg.
 KL0795;SPC CO C     -   491,656.701   730,184.621   MT  0.99995974   -1 21 03.2
 KL0795;SPC CO C     - 1,613,043.69  2,395,614.04   sFT  0.99995974   -1 21 03.2
 KL0795;UTM  13      - 4,375,266.386   272,825.122   MT  1.00023545   -1 40 51.9
 KL0795
 KL0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0795!SPC CO C     -   0.99970846  x   0.99995974  =   0.99966821
 KL0795!UTM  13      -   0.99970846  x   1.00023545  =   0.99994384
 KL0795
 KL0795                          SUPERSEDED SURVEY CONTROL
 KL0795
 KL0795  NAD 83(1986)-  39 29 49.26871(N)    107 38 30.90478(W) AD(       ) 3
 KL0795  NGVD 29 (11/04/91) 1873.3    (m)         6146.     (f) VERT ANG       
 KL0795
 KL0795.Superseded values are not recommended for survey control.
 KL0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0795.See file dsdata.txt to determine how the superseded data were derived.
 KL0795
 KL0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD7282575266(NAD 83)
 KL0795_MARKER: DD = SURVEY DISK
 KL0795_SETTING: 0 = UNSPECIFIED SETTING
 KL0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0795
 KL0795  HISTORY     - Date     Condition        Report By
 KL0795  HISTORY     - 1960     MONUMENTED       USGS
 KL0795
 KL0795                          STATION DESCRIPTION
 KL0795
 KL0795'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 KL0795'STATION IS LOCATED ABOUT 3.5 MI. S. OF THE TOWN OF SILT, COLORADO, ON
 KL0795'THE W. END OF A PROMINENT BUTTE BETWEEN DIVIDE CREEK AND DRY HOLLOW
 KL0795'ON LAND OWNED BY CARL HASSELBUSH.
 KL0795'
 KL0795'TO REACH FROM SILT, GO 0.4 MI. E. ALONG U.S. HIGHWAYS 6 AND 24 TO
 KL0795'CROSSROADS, TURN RIGHT CROSSING COLORADO RIVER FOR 0.9 MI. TO RD.
 KL0795'JUNCTION, TURN LEFT AND GO 1.5 MI. TO RD. FORK, TAKE RIGHT FORK UP
 KL0795'DIVIDE CREEK FOR 2.6 MI. TO RANCH HOUSE ON RIGHT, TURN RIGHT THROUGH
 KL0795'RANCH YARD (CARL HASSELBUSH) CROSSING DIVIDE CREEK AND FOLLOW RD. 0.8
 KL0795'MI. TO RD. FORKS, CONTINUE ON LEFT FOR 1.2 MI. TO RD. FORK AND GATE
 KL0795'ON RIGHT, GO THROUGH GATE AND GO W. ACROSS FIELD FOR 0.3 MI. TO EDGE
 KL0795'OF FIELD, HERE A TRAIL RD. (JEEP) CONTINUES W. UP RIDGE FOR 0.4 MI. TO
 KL0795'W. END OF BUTTE AND STATION.  A 15-MINUTE PACK FROM EDGE OF FIELD
 KL0795'WITHOUT JEEP.  STATION IS 57 FT. E. OF W. EDGE OF BUTTE AND 18 FT. N.
 KL0795'OF S. EDGE OF BUTTE.
 KL0795'
 KL0795'STATION MARK--A STANDARD TABLET CEMENTED IN SANDSTONE AND STAMPED
 KL0795'---DRY HOLLOW 1960---.
 KL0795'
 KL0795'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0124 ***********************************************************************
 KK0124  DESIGNATION -  DS 1
 KK0124  PID         -  KK0124
 KK0124  STATE/COUNTY-  CO/ADAMS
 KK0124  USGS QUAD   -  PEORIA (1978)
 KK0124
 KK0124                         *CURRENT SURVEY CONTROL
 KK0124  ___________________________________________________________________
 KK0124* NAD 83(1986)-  39 44 25.     (N)    104 00 07.     (W)     SCALED    
 KK0124* NAVD 88     -      1540.369  (meters)    5053.69   (feet)  ADJUSTED  
 KK0124  ___________________________________________________________________
 KK0124  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 KK0124  DYNAMIC HT  -        1538.984 (meters)    5049.15  (feet)  COMP
 KK0124  MODELED GRAV-     979,672.6   (mgal)                       NAVD 88
 KK0124
 KK0124  VERT ORDER  -  SECOND    CLASS 0
 KK0124
 KK0124.The horizontal coordinates were scaled from a topographic map and have
 KK0124.an estimated accuracy of +/- 6 seconds.
 KK0124
 KK0124.The orthometric height was determined by differential leveling
 KK0124.and adjusted by the National Geodetic Survey in June 1991..
 KK0124
 KK0124.The geoid height was determined by GEOID03.
 KK0124
 KK0124.The dynamic height is computed by dividing the NAVD 88
 KK0124.geopotential number by the normal gravity value computed on the
 KK0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0124.degrees latitude (g = 980.6199 gals.).
 KK0124
 KK0124.The modeled gravity was interpolated from observed gravity values.
 KK0124
 KK0124;                    North         East    Units  Estimated Accuracy
 KK0124;SPC CO N     -   351,070.    1,042,800.      MT  (+/- 180 meters Scaled)
 KK0124
 KK0124                          SUPERSEDED SURVEY CONTROL
 KK0124
 KK0124  NGVD 29 (??/??/92) 1539.566  (m)         5051.06   (f) ADJ UNCH    2 0
 KK0124
 KK0124.Superseded values are not recommended for survey control.
 KK0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0124.See file dsdata.txt to determine how the superseded data were derived.
 KK0124
 KK0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED855994(NAD 83)
 KK0124_MARKER: DD = SURVEY DISK
 KK0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0124_STAMPING: DS 1 5052 1949
 KK0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0124+STABILITY: SURFACE MOTION
 KK0124
 KK0124  HISTORY     - Date     Condition        Report By
 KK0124  HISTORY     - 1949     MONUMENTED       USGS
 KK0124  HISTORY     - 1954     GOOD             NGS
 KK0124
 KK0124                          STATION DESCRIPTION
 KK0124
 KK0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0124'14 MI E FROM BYERS.
 KK0124'0.5 MILE SOUTHEAST ALONG U.S. HIGHWAYS 40 AND 287 FROM THE
 KK0124'UNION PACIFIC RAILROAD STATION AT BYERS, THENCE 4.5 MILES EAST
 KK0124'ALONG A GRAVELED ROAD, THENCE 2.0 MILES NORTH ALONG A GRAVELED
 KK0124'ROAD, THENCE 7.0 MILES EAST ALONG U.S. HIGHWAY 36, 100 FEET NORTH
 KK0124'OF THE CENTER LINE OF THE HIGHWAY, 34 FEET EAST OF THE CENTER LINE
 KK0124'OF A ROAD LEADING NORTH, 10 FEET EAST OF A TELEPHONE POLE, 0.5 FOOT
 KK0124'SOUTH OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF
 KK0124'A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0108 ***********************************************************************
 KK0108  DESIGNATION -  DS 16
 KK0108  PID         -  KK0108
 KK0108  STATE/COUNTY-  CO/ARAPAHOE
 KK0108  USGS QUAD   -  BYERS (1978)
 KK0108
 KK0108                         *CURRENT SURVEY CONTROL
 KK0108  ___________________________________________________________________
 KK0108* NAD 83(1986)-  39 44 22.     (N)    104 08 03.     (W)     SCALED    
 KK0108* NAVD 88     -      1557.211  (meters)    5108.95   (feet)  ADJUSTED  
 KK0108  ___________________________________________________________________
 KK0108  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 KK0108  DYNAMIC HT  -        1555.808 (meters)    5104.35  (feet)  COMP
 KK0108  MODELED GRAV-     979,670.0   (mgal)                       NAVD 88
 KK0108
 KK0108  VERT ORDER  -  SECOND    CLASS 0
 KK0108
 KK0108.The horizontal coordinates were scaled from a topographic map and have
 KK0108.an estimated accuracy of +/- 6 seconds.
 KK0108
 KK0108.The orthometric height was determined by differential leveling
 KK0108.and adjusted by the National Geodetic Survey in June 1991..
 KK0108
 KK0108.The geoid height was determined by GEOID03.
 KK0108
 KK0108.The dynamic height is computed by dividing the NAVD 88
 KK0108.geopotential number by the normal gravity value computed on the
 KK0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0108.degrees latitude (g = 980.6199 gals.).
 KK0108
 KK0108.The modeled gravity was interpolated from observed gravity values.
 KK0108
 KK0108;                    North         East    Units  Estimated Accuracy
 KK0108;SPC CO C     -   517,280.    1,031,470.      MT  (+/- 180 meters Scaled)
 KK0108
 KK0108                          SUPERSEDED SURVEY CONTROL
 KK0108
 KK0108  NGVD 29 (??/??/92) 1556.398  (m)         5106.28   (f) ADJ UNCH    2 0
 KK0108
 KK0108.Superseded values are not recommended for survey control.
 KK0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0108.See file dsdata.txt to determine how the superseded data were derived.
 KK0108
 KK0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED741991(NAD 83)
 KK0108_MARKER: DD = SURVEY DISK
 KK0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0108_STAMPING: D S 16 5107 1949
 KK0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0108+STABILITY: SURFACE MOTION
 KK0108
 KK0108  HISTORY     - Date     Condition        Report By
 KK0108  HISTORY     - 1949     MONUMENTED       USGS
 KK0108  HISTORY     - 1954     GOOD             NGS
 KK0108
 KK0108                          STATION DESCRIPTION
 KK0108
 KK0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0108'7 MI NE FROM BYERS.
 KK0108'0.5 MILE SOUTHEAST ALONG U.S. HIGHWAYS 40 AND 287 FROM THE UNION
 KK0108'PACIFIC RAILROAD STATION AT BYERS, THENCE 4.5 MILES EAST ALONG
 KK0108'A GRAVELED ROAD, THENCE 2.0 MILES NORTH ALONG A GRAVELED ROAD, AT
 KK0108'AN INTERSECTION WITH U.S. HIGHWAY 36, 69 FEET SOUTH OF THE
 KK0108'CENTER LINE OF THE HIGHWAY, 32 FEET WEST OF THE CENTER LINE OF A
 KK0108'NORTH AND SOUTH ROAD, 18 FEET SOUTH OF A FENCE CORNER, 32 FEET
 KK0108'NORTH OF THE CENTER OF A WIRE GATE, 0.5 FOOT WEST OF A FENCE,
 KK0108'1 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 KK0108'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0112 ***********************************************************************
 KK0112  DESIGNATION -  DS 17
 KK0112  PID         -  KK0112
 KK0112  STATE/COUNTY-  CO/ARAPAHOE
 KK0112  USGS QUAD   -  PEORIA (1978)
 KK0112
 KK0112                         *CURRENT SURVEY CONTROL
 KK0112  ___________________________________________________________________
 KK0112* NAD 83(1986)-  39 44 22.     (N)    104 05 39.     (W)     SCALED    
 KK0112* NAVD 88     -      1542.911  (meters)    5062.03   (feet)  ADJUSTED  
 KK0112  ___________________________________________________________________
 KK0112  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 KK0112  DYNAMIC HT  -        1541.522 (meters)    5057.48  (feet)  COMP
 KK0112  MODELED GRAV-     979,671.7   (mgal)                       NAVD 88
 KK0112
 KK0112  VERT ORDER  -  SECOND    CLASS 0
 KK0112
 KK0112.The horizontal coordinates were scaled from a topographic map and have
 KK0112.an estimated accuracy of +/- 6 seconds.
 KK0112
 KK0112.The orthometric height was determined by differential leveling
 KK0112.and adjusted by the National Geodetic Survey in June 1991..
 KK0112
 KK0112.The geoid height was determined by GEOID03.
 KK0112
 KK0112.The dynamic height is computed by dividing the NAVD 88
 KK0112.geopotential number by the normal gravity value computed on the
 KK0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0112.degrees latitude (g = 980.6199 gals.).
 KK0112
 KK0112.The modeled gravity was interpolated from observed gravity values.
 KK0112
 KK0112;                    North         East    Units  Estimated Accuracy
 KK0112;SPC CO C     -   517,330.    1,034,900.      MT  (+/- 180 meters Scaled)
 KK0112
 KK0112                          SUPERSEDED SURVEY CONTROL
 KK0112
 KK0112  NGVD 29 (??/??/92) 1542.101  (m)         5059.38   (f) ADJ UNCH    2 0
 KK0112
 KK0112.Superseded values are not recommended for survey control.
 KK0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0112.See file dsdata.txt to determine how the superseded data were derived.
 KK0112
 KK0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED776992(NAD 83)
 KK0112_MARKER: DD = SURVEY DISK
 KK0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0112_STAMPING: DS 17 5060 1949
 KK0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0112+STABILITY: SURFACE MOTION
 KK0112
 KK0112  HISTORY     - Date     Condition        Report By
 KK0112  HISTORY     - 1949     MONUMENTED       USGS
 KK0112  HISTORY     - 1954     GOOD             NGS
 KK0112
 KK0112                          STATION DESCRIPTION
 KK0112
 KK0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0112'9.1 MI E FROM BYERS.
 KK0112'0.5 MILE SOUTHEAST ALONG U.S. HIGHWAYS 40 AND 287 FROM THE
 KK0112'UNION PACIFIC RAILROAD STATION AT BYERS, THENCE 4.5 MILES EAST
 KK0112'ALONG A GRAVELED ROAD, THENCE 2.0 MILES NORTH ALONG A GRAVELED
 KK0112'ROAD, THENCE 2.1 MILES EAST ALONG U.S. HIGHWAY 36, 50 FEET
 KK0112'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 51 FEET WEST OF THE
 KK0112'CENTER LINE OF A ROAD LEADING SOUTH, 39 FEET WEST OF THE SOUTHWEST
 KK0112'CORNER OF A WOODEN BRIDGE, 1 FOOT NORTH OF A FENCE, 1 FOOT EAST OF
 KK0112'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KK0112'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0120 ***********************************************************************
 KK0120  DESIGNATION -  DS 19
 KK0120  PID         -  KK0120
 KK0120  STATE/COUNTY-  CO/ARAPAHOE
 KK0120  USGS QUAD   -  PEORIA (1978)
 KK0120
 KK0120                         *CURRENT SURVEY CONTROL
 KK0120  ___________________________________________________________________
 KK0120* NAD 83(1986)-  39 44 22.     (N)    104 01 18.     (W)     SCALED    
 KK0120* NAVD 88     -      1537.970  (meters)    5045.82   (feet)  ADJUSTED  
 KK0120  ___________________________________________________________________
 KK0120  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 KK0120  DYNAMIC HT  -        1536.583 (meters)    5041.27  (feet)  COMP
 KK0120  MODELED GRAV-     979,669.9   (mgal)                       NAVD 88
 KK0120
 KK0120  VERT ORDER  -  SECOND    CLASS 0
 KK0120
 KK0120.The horizontal coordinates were scaled from a topographic map and have
 KK0120.an estimated accuracy of +/- 6 seconds.
 KK0120
 KK0120.The orthometric height was determined by differential leveling
 KK0120.and adjusted by the National Geodetic Survey in June 1991..
 KK0120
 KK0120.The geoid height was determined by GEOID03.
 KK0120
 KK0120.The dynamic height is computed by dividing the NAVD 88
 KK0120.geopotential number by the normal gravity value computed on the
 KK0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0120.degrees latitude (g = 980.6199 gals.).
 KK0120
 KK0120.The modeled gravity was interpolated from observed gravity values.
 KK0120
 KK0120;                    North         East    Units  Estimated Accuracy
 KK0120;SPC CO C     -   517,430.    1,041,120.      MT  (+/- 180 meters Scaled)
 KK0120
 KK0120                          SUPERSEDED SURVEY CONTROL
 KK0120
 KK0120  NGVD 29 (??/??/92) 1537.162  (m)         5043.17   (f) ADJ UNCH    2 0
 KK0120
 KK0120.Superseded values are not recommended for survey control.
 KK0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0120.See file dsdata.txt to determine how the superseded data were derived.
 KK0120
 KK0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED838992(NAD 83)
 KK0120_MARKER: DD = SURVEY DISK
 KK0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0120_STAMPING: DS 19 5044 1949
 KK0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0120+STABILITY: SURFACE MOTION
 KK0120
 KK0120  HISTORY     - Date     Condition        Report By
 KK0120  HISTORY     - 1949     MONUMENTED       USGS
 KK0120  HISTORY     - 1954     GOOD             NGS
 KK0120
 KK0120                          STATION DESCRIPTION
 KK0120
 KK0120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0120'13 MI E FROM BYERS.
 KK0120'0.5 MILE SOUTHEAST ALONG U.S. HIGHWAYS 40 AND 287 FROM THE UNION
 KK0120'PACIFIC RAILROAD STATION AT BYERS, THENCE 4.5 MILES EAST ALONG
 KK0120'A GRAVELED ROAD,
 KK0120'THENCE 2.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE 6.0 MILES
 KK0120'EAST ALONG U.S. HIGHWAY 36, 100 FEET SOUTH OF THE CENTER LINE OF
 KK0120'THE HIGHWAY, 36 FEET EAST OF THE CENTER LINE OF A ROAD LEADING
 KK0120'SOUTH, 7 FEET EAST OF A FENCE CORNER, 6.5 FEET EAST OF A POWER
 KK0120'POLE, 1 FOOT NORTH OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET
 KK0120'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0121 ***********************************************************************
 LL0121  DESIGNATION -  DS 20
 LL0121  PID         -  LL0121
 LL0121  STATE/COUNTY-  CO/WELD
 LL0121  USGS QUAD   -  PROSPECT VALLEY (1978)
 LL0121
 LL0121                         *CURRENT SURVEY CONTROL
 LL0121  ___________________________________________________________________
 LL0121* NAD 83(1986)-  40 04 23.     (N)    104 24 50.     (W)     SCALED    
 LL0121* NAVD 88     -      1478.601  (meters)    4851.04   (feet)  ADJUSTED  
 LL0121  ___________________________________________________________________
 LL0121  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 LL0121  DYNAMIC HT  -        1477.311 (meters)    4846.81  (feet)  COMP
 LL0121  MODELED GRAV-     979,702.3   (mgal)                       NAVD 88
 LL0121
 LL0121  VERT ORDER  -  SECOND    CLASS 0
 LL0121
 LL0121.The horizontal coordinates were scaled from a topographic map and have
 LL0121.an estimated accuracy of +/- 6 seconds.
 LL0121
 LL0121.The orthometric height was determined by differential leveling
 LL0121.and adjusted by the National Geodetic Survey in June 1991..
 LL0121
 LL0121.The geoid height was determined by GEOID03.
 LL0121
 LL0121.The dynamic height is computed by dividing the NAVD 88
 LL0121.geopotential number by the normal gravity value computed on the
 LL0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0121.degrees latitude (g = 980.6199 gals.).
 LL0121
 LL0121.The modeled gravity was interpolated from observed gravity values.
 LL0121
 LL0121;                    North         East    Units  Estimated Accuracy
 LL0121;SPC CO N     -   387,500.    1,007,040.      MT  (+/- 180 meters Scaled)
 LL0121
 LL0121                          SUPERSEDED SURVEY CONTROL
 LL0121
 LL0121  NGVD 29 (??/??/92) 1477.766  (m)         4848.30   (f) ADJ UNCH    2 0
 LL0121
 LL0121.Superseded values are not recommended for survey control.
 LL0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0121.See file dsdata.txt to determine how the superseded data were derived.
 LL0121
 LL0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE499360(NAD 83)
 LL0121_MARKER: DB = BENCH MARK DISK
 LL0121_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0121_SP_SET: CULVERT
 LL0121_STAMPING: DS 20 1949 4849
 LL0121_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0121
 LL0121  HISTORY     - Date     Condition        Report By
 LL0121  HISTORY     - 1949     MONUMENTED       USGS
 LL0121  HISTORY     - 1952     GOOD             NGS
 LL0121
 LL0121                          STATION DESCRIPTION
 LL0121
 LL0121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 LL0121'AT PROSPECT VALLEY.
 LL0121'AT PROSPECT VALLEY, AT THE INTERSECTION OF STATE HIGHWAYS 52 AND
 LL0121'79, 95.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE MAIN
 LL0121'BUILDING OF A CO-OP SERVICE STATION, 32 FEET EAST OF THE CENTER
 LL0121'LINE OF STATE HIGHWAY, 79.17 FEET SOUTH OF THE CENTER LINE OF STATE
 LL0121'HIGHWAY 52, SET IN THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A
 LL0121'CONCRETE CULVERT UNDER STATE HIGHWAY 52.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0122 ***********************************************************************
 LL0122  DESIGNATION -  DS 20 RESET
 LL0122  PID         -  LL0122
 LL0122  STATE/COUNTY-  CO/WELD
 LL0122  USGS QUAD   -  PROSPECT VALLEY (1978)
 LL0122
 LL0122                         *CURRENT SURVEY CONTROL
 LL0122  ___________________________________________________________________
 LL0122* NAD 83(1986)-  40 04 24.     (N)    104 24 51.     (W)     SCALED    
 LL0122* NAVD 88     -      1478.23   (meters)    4849.8    (feet)  RESET     
 LL0122  ___________________________________________________________________
 LL0122  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 LL0122
 LL0122  VERT ORDER  -  THIRD
 LL0122
 LL0122.The horizontal coordinates were scaled from a topographic map and have
 LL0122.an estimated accuracy of +/- 6 seconds.
 LL0122
 LL0122.The orthometric height was computed from unverified reset data.
 LL0122.No vertical observational check was made to the station.
 LL0122
 LL0122.The geoid height was determined by GEOID03.
 LL0122
 LL0122;                    North         East    Units  Estimated Accuracy
 LL0122;SPC CO N     -   387,530.    1,007,020.      MT  (+/- 180 meters Scaled)
 LL0122
 LL0122                          SUPERSEDED SURVEY CONTROL
 LL0122
 LL0122  NGVD 29 (??/??/??) 1477.39   (m)         4847.1    (f) RESET       3  
 LL0122
 LL0122.Superseded values are not recommended for survey control.
 LL0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0122.See file dsdata.txt to determine how the superseded data were derived.
 LL0122
 LL0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE499360(NAD 83)
 LL0122_MARKER: DB = BENCH MARK DISK
 LL0122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0122_SP_SET: SIDEWALK
 LL0122_STAMPING: DS 20 RESET 1958
 LL0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0122
 LL0122  HISTORY     - Date     Condition        Report By
 LL0122  HISTORY     - 1958     MONUMENTED       USGS
 LL0122  HISTORY     - 1958     GOOD             CODH
 LL0122
 LL0122                          STATION DESCRIPTION
 LL0122
 LL0122'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1958
 LL0122'AT PROSPECT VALLEY.
 LL0122'88 FEET WEST AND 38 FEET SOUTH OF LOCATION OF DS 20 (USGS) 1949,
 LL0122'AT EDGE OF SIDEWALK IN FRONT OF GROCERY STORE.  AT PROSPECT VALLEY,
 LL0122'AT THE INTERSECTION OF STATE HIGHWAYS 52 AND 79, 95.2 FEET SOUTH-EAST
 LL0122'OF THE SOUTHEAST CORNER OF THE MAIN BUILDING OF A CO-OP SERVICE
 LL0122'STATION, 32 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 79, 17 FEET
 LL0122'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 52.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0156 ***********************************************************************
 LL0156  DESIGNATION -  DS 21
 LL0156  PID         -  LL0156
 LL0156  STATE/COUNTY-  CO/WELD
 LL0156  USGS QUAD   -  PROSPECT VALLEY (1978)
 LL0156
 LL0156                         *CURRENT SURVEY CONTROL
 LL0156  ___________________________________________________________________
 LL0156* NAD 83(1986)-  40 02 39.     (N)    104 24 51.     (W)     SCALED    
 LL0156* NAVD 88     -      1496.162  (meters)    4908.66   (feet)  ADJUSTED  
 LL0156  ___________________________________________________________________
 LL0156  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 LL0156  DYNAMIC HT  -        1494.851 (meters)    4904.36  (feet)  COMP
 LL0156  MODELED GRAV-     979,697.2   (mgal)                       NAVD 88
 LL0156
 LL0156  VERT ORDER  -  SECOND    CLASS 0
 LL0156
 LL0156.The horizontal coordinates were scaled from a topographic map and have
 LL0156.an estimated accuracy of +/- 6 seconds.
 LL0156
 LL0156.The orthometric height was determined by differential leveling
 LL0156.and adjusted by the National Geodetic Survey in June 1991..
 LL0156
 LL0156.The geoid height was determined by GEOID03.
 LL0156
 LL0156.The dynamic height is computed by dividing the NAVD 88
 LL0156.geopotential number by the normal gravity value computed on the
 LL0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0156.degrees latitude (g = 980.6199 gals.).
 LL0156
 LL0156.The modeled gravity was interpolated from observed gravity values.
 LL0156
 LL0156;                    North         East    Units  Estimated Accuracy
 LL0156;SPC CO N     -   384,290.    1,007,060.      MT  (+/- 180 meters Scaled)
 LL0156
 LL0156                          SUPERSEDED SURVEY CONTROL
 LL0156
 LL0156  NGVD 29 (??/??/92) 1495.323  (m)         4905.91   (f) ADJ UNCH    2 0
 LL0156
 LL0156.Superseded values are not recommended for survey control.
 LL0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0156.See file dsdata.txt to determine how the superseded data were derived.
 LL0156
 LL0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE499328(NAD 83)
 LL0156_MARKER: DD = SURVEY DISK
 LL0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0156_STAMPING: DS 21 1949 4907
 LL0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0156+STABILITY: SURFACE MOTION
 LL0156
 LL0156  HISTORY     - Date     Condition        Report By
 LL0156  HISTORY     - 1949     MONUMENTED       USGS
 LL0156  HISTORY     - 1952     GOOD             NGS
 LL0156
 LL0156                          STATION DESCRIPTION
 LL0156
 LL0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 LL0156'2 MI S FROM PROSPECT VALLEY.
 LL0156'2.0 MILES SOUTH ALONG STATE HIGHWAY 79 FROM ITS INTERSECTION WITH
 LL0156'STATE HIGHWAY 52 AT PROSPECT VALLEY, 70 FEET NORTHWEST OF THE
 LL0156'NORTHWEST CORNER OF A FARMHOUSE, 31 FEET EAST OF THE CENTER LINE OF
 LL0156'THE HIGHWAY, 29 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST
 LL0156'ROAD, 3.1 FEET NORTHWEST OF A POWER POLE, 1.2 FEET SOUTH OF A
 LL0156'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 LL0156'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0159 ***********************************************************************
 LL0159  DESIGNATION -  DS 22
 LL0159  PID         -  LL0159
 LL0159  STATE/COUNTY-  CO/WELD
 LL0159  USGS QUAD   -  PROSPECT VALLEY (1978)
 LL0159
 LL0159                         *CURRENT SURVEY CONTROL
 LL0159  ___________________________________________________________________
 LL0159* NAD 83(1986)-  40 00 55.     (N)    104 24 51.     (W)     SCALED    
 LL0159* NAVD 88     -      1504.759  (meters)    4936.86   (feet)  ADJUSTED  
 LL0159  ___________________________________________________________________
 LL0159  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 LL0159  DYNAMIC HT  -        1503.433 (meters)    4932.51  (feet)  COMP
 LL0159  MODELED GRAV-     979,692.0   (mgal)                       NAVD 88
 LL0159
 LL0159  VERT ORDER  -  SECOND    CLASS 0
 LL0159
 LL0159.The horizontal coordinates were scaled from a topographic map and have
 LL0159.an estimated accuracy of +/- 6 seconds.
 LL0159
 LL0159.The orthometric height was determined by differential leveling
 LL0159.and adjusted by the National Geodetic Survey in June 1991..
 LL0159
 LL0159.The geoid height was determined by GEOID03.
 LL0159
 LL0159.The dynamic height is computed by dividing the NAVD 88
 LL0159.geopotential number by the normal gravity value computed on the
 LL0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0159.degrees latitude (g = 980.6199 gals.).
 LL0159
 LL0159.The modeled gravity was interpolated from observed gravity values.
 LL0159
 LL0159;                    North         East    Units  Estimated Accuracy
 LL0159;SPC CO N     -   381,080.    1,007,100.      MT  (+/- 180 meters Scaled)
 LL0159
 LL0159                          SUPERSEDED SURVEY CONTROL
 LL0159
 LL0159  NGVD 29 (??/??/92) 1503.918  (m)         4934.10   (f) ADJ UNCH    2 0
 LL0159
 LL0159.Superseded values are not recommended for survey control.
 LL0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0159.See file dsdata.txt to determine how the superseded data were derived.
 LL0159
 LL0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE499296(NAD 83)
 LL0159_MARKER: DD = SURVEY DISK
 LL0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0159_STAMPING: DS 22 1949 4935
 LL0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0159+STABILITY: SURFACE MOTION
 LL0159
 LL0159  HISTORY     - Date     Condition        Report By
 LL0159  HISTORY     - 1949     MONUMENTED       USGS
 LL0159  HISTORY     - 1952     GOOD             NGS
 LL0159
 LL0159                          STATION DESCRIPTION
 LL0159
 LL0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 LL0159'4 MI S FROM PROSPECT VALLEY.
 LL0159'4.0 MILES SOUTH ALONG STATE HIGHWAY 79 FROM ITS INTERSECTION WITH
 LL0159'STATE HIGHWAY 52 AT PROSPECT VALLEY, 28 FEET EAST OF THE CENTER LINE
 LL0159'OF THE HIGHWAY, 15 FEET NORTH OF THE EXTENDED CENTER LINE OF A
 LL0159'GRAVELED ROAD LEADING WEST, 1.8 FEET NORTHWEST OF A FENCE CORNER,
 LL0159'1.3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 LL0159'WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4809 ***********************************************************************
 AB4809  DESIGNATION -  DS 32
 AB4809  PID         -  AB4809
 AB4809  STATE/COUNTY-  CO/LOGAN
 AB4809  USGS QUAD   -  JULESBURG RESERVOIR (1953)
 AB4809
 AB4809                         *CURRENT SURVEY CONTROL
 AB4809  ___________________________________________________________________
 AB4809* NAD 83(1992)-  40 57 11.65744(N)    102 40 18.41178(W)     ADJUSTED  
 AB4809* NAVD 88     -      1158.5    (meters)    3801.     (feet)  GPS OBS   
 AB4809  ___________________________________________________________________
 AB4809  X           -  -1,058,408.039 (meters)                     COMP
 AB4809  Y           -  -4,707,335.812 (meters)                     COMP
 AB4809  Z           -   4,159,248.825 (meters)                     COMP
 AB4809  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 AB4809  ELLIP HEIGHT-        1138.57  (meters)          (12/03/02) GPS OBS
 AB4809  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 AB4809
 AB4809  HORZ ORDER  -  FIRST
 AB4809  ELLP ORDER  -  FOURTH    CLASS II
 AB4809
 AB4809.The horizontal coordinates were established by GPS observations
 AB4809.and adjusted by the National Geodetic Survey in July 1996..
 AB4809
 AB4809.The orthometric height was determined by GPS observations and a
 AB4809.high-resolution geoid model.
 AB4809
 AB4809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4809
 AB4809.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4809
 AB4809.The ellipsoidal height was determined by GPS observations
 AB4809.and is referenced to NAD 83.
 AB4809
 AB4809.The geoid height was determined by GEOID03.
 AB4809
 AB4809;                    North         East     Units Scale Factor Converg.
 AB4809;SPC CO N     -   488,466.287 1,152,489.895   MT  1.00003199   +1 49 38.7
 AB4809;SPC CO N     - 1,602,576.48  3,781,127.26   sFT  1.00003199   +1 49 38.7
 AB4809;UTM  13      - 4,536,176.353   695,952.798   MT  1.00007261   +1 31 35.4
 AB4809
 AB4809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4809!SPC CO N     -   0.99982143  x   1.00003199  =   0.99985342
 AB4809!UTM  13      -   0.99982143  x   1.00007261  =   0.99989403
 AB4809
 AB4809                          SUPERSEDED SURVEY CONTROL
 AB4809
 AB4809  ELLIP H (10/08/96) 1138.60   (m)                       GP(       ) 1 1
 AB4809  ELLIP H (07/08/96) 1138.84   (m)                       GP(       ) 1 1
 AB4809
 AB4809.Superseded values are not recommended for survey control.
 AB4809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4809.See file dsdata.txt to determine how the superseded data were derived.
 AB4809
 AB4809_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF9595336176(NAD 83)
 AB4809_MARKER: DB = BENCH MARK DISK
 AB4809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4809_STAMPING: DS 32 1949
 AB4809_MARK LOGO: USGS  
 AB4809_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4809+STABILITY: SURFACE MOTION
 AB4809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4809+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4809
 AB4809  HISTORY     - Date     Condition        Report By
 AB4809  HISTORY     - 1949     MONUMENTED       USGS
 AB4809  HISTORY     - 1995     GOOD             CODOT
 AB4809
 AB4809                          STATION DESCRIPTION
 AB4809
 AB4809'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1995
 AB4809'STAION IS LOCATED ABOUT 8 MILES (12.9 KM) NORTHEAST OF CROOK, IN
 AB4809'COUNTY ROAD RIGHT OF WAY, IN SEC.  12, T.  11 N., R.  48 W.  TO REACH
 AB4809'FROM THE POST OFFICE IN CROOK, GO NORTHEAST ON SH 138 FOR 7.3 MILES
 AB4809'(11.7 KM) TO COUNTY ROAD 95, GO NORTH ON COUNTY ROAD 95 FOR 4.3 MILES
 AB4809'(6.9 KM) TO THE MARK ON THE RIGHT (EAST).  STATION MARK IS A USGS
 AB4809'BRASS CAP IN A CONCRETE MONUMENT, 7.5 FT (2.3 M) NORTH OF A FIBERGLASS
 AB4809'WITNESS POST (NOAA), 30 FT (9.1 M) EAST OF THE CENTERLINE OF COUNTY
 AB4809'ROAD 95, 89 FT (27.1 M) SOUTH OF THE CENTERLINE OF AN ABANDONDED ROAD
 AB4809'LEADING WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0297 ***********************************************************************
 KM0297  DESIGNATION -  DUCK
 KM0297  PID         -  KM0297
 KM0297  STATE/COUNTY-  CO/RIO BLANCO
 KM0297  USGS QUAD   -  SAGEBRUSH HILL (1973)
 KM0297
 KM0297                         *CURRENT SURVEY CONTROL
 KM0297  ___________________________________________________________________
 KM0297* NAD 83(1992)-  39 55 48.18849(N)    108 30 03.20750(W)     ADJUSTED  
 KM0297* NAVD 88     -      2184.1    (meters)    7166.     (feet)  VERTCON   
 KM0297  ___________________________________________________________________
 KM0297  LAPLACE CORR-          -4.28  (seconds)                    DEFLEC99
 KM0297  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 KM0297
 KM0297  HORZ ORDER  -  THIRD
 KM0297
 KM0297.The horizontal coordinates were established by classical geodetic methods
 KM0297.and adjusted by the National Geodetic Survey in January 1993..
 KM0297
 KM0297.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0297
 KM0297.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0297
 KM0297.The geoid height was determined by GEOID03.
 KM0297
 KM0297;                    North         East     Units Scale Factor Converg.
 KM0297;SPC CO N     -   375,394.107   657,938.927   MT  0.99997242   -1 56 20.3
 KM0297;SPC CO N     - 1,231,605.50  2,158,587.96   sFT  0.99997242   -1 56 20.3
 KM0297;UTM  12      - 4,422,984.122   713,552.763   MT  1.00016147   +1 36 16.8
 KM0297
 KM0297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0297!SPC CO N     -   0.99966003  x   0.99997242  =   0.99963246
 KM0297!UTM  12      -   0.99966003  x   1.00016147  =   0.99982144
 KM0297
 KM0297:                Primary Azimuth Mark                     Grid Az
 KM0297:SPC CO N     -  BEARD                                    341 05 26.3
 KM0297:UTM  12      -  BEARD                                    337 32 49.2
 KM0297
 KM0297|---------------------------------------------------------------------|
 KM0297| PID    Reference Object                     Distance      Geod. Az  |
 KM0297|                                                           dddmmss.s |
 KM0297| LN0546 BEARD                               APPROX.12.2 KM 3390906.0 |
 KM0297|---------------------------------------------------------------------|
 KM0297
 KM0297                          SUPERSEDED SURVEY CONTROL
 KM0297
 KM0297  NAD 83(1986)-  39 55 48.18275(N)    108 30 03.20165(W) AD(       ) 3
 KM0297  NAD 27      -  39 55 48.28102(N)    108 30 00.86379(W) AD(       ) 3
 KM0297  NGVD 29 (07/19/86) 2182.8    (m)         7161.     (f) VERT ANG       
 KM0297
 KM0297.Superseded values are not recommended for survey control.
 KM0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0297.See file dsdata.txt to determine how the superseded data were derived.
 KM0297
 KM0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYK1355322984(NAD 83)
 KM0297_MARKER: DD = SURVEY DISK
 KM0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0297_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KM0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0297+STABILITY: SURFACE MOTION
 KM0297
 KM0297  HISTORY     - Date     Condition        Report By
 KM0297  HISTORY     - 1950     MONUMENTED       USGS
 KM0297
 KM0297                          STATION DESCRIPTION
 KM0297
 KM0297'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KM0297'STATION LOCATED ABOUT 14 MI. N. AND 33.25 MI. W. OF RIO BLANCO,
 KM0297'COLORADO, IN SE. 1/4 SECTION 28, T 1 S, R 99 W.
 KM0297'
 KM0297'TO REACH FROM RIO BLANCO POST OFFICE, PROCEED W. AND N. ON HIGHWAY 326
 KM0297'27 MI. TO T-RD. W., THENCE W. 5.9 MI. TO Y-RD., THENCE NW. 4.1 MI. TO
 KM0297'T-RD. N.  PROCEED ON W. UP THE CANYON 4.3 MI. TO RIDGE, THENCE N. UP
 KM0297'RIDGE CROSS COUNTRY 0.5 MI. TO TOP OF RIDGE AND START OF NEW RD.,
 KM0297'THENCE N. AND ON W. 0.4 MI.  STATION LIES NEAR S. END OF LARGE
 KM0297'CLEARING ON NE. SLOPE NEAR TOP OF RIDGE 70 FT. S. OF RD.
 KM0297'
 KM0297'STATION MARK--STANDARD TABLET, SET IN TOP OF A 6 X 6 IN. CONCRETE
 KM0297'MONUMENT, PROJECTING 7 IN. ABOVE THE SURFACE AND STAMPED ---R-DUCK
 KM0297'1950 VABM 7163---.
 KM0297'
 KM0297'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0647 ***********************************************************************
 HL0647  DESIGNATION -  DUCO
 HL0647  PID         -  HL0647
 HL0647  STATE/COUNTY-  CO/SAN JUAN
 HL0647  USGS QUAD   -  IRONTON (1972)
 HL0647
 HL0647                         *CURRENT SURVEY CONTROL
 HL0647  ___________________________________________________________________
 HL0647* NAD 83(1992)-  37 55 15.37787(N)    107 38 16.21962(W)     ADJUSTED  
 HL0647* NAVD 88     -      4068.1    (meters)   13347.     (feet)  VERTCON   
 HL0647  ___________________________________________________________________
 HL0647  LAPLACE CORR-           7.08  (seconds)                    DEFLEC99
 HL0647  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 HL0647
 HL0647  HORZ ORDER  -  THIRD
 HL0647
 HL0647.The horizontal coordinates were established by classical geodetic methods
 HL0647.and adjusted by the National Geodetic Survey in January 1993..
 HL0647
 HL0647.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0647
 HL0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0647
 HL0647.The geoid height was determined by GEOID03.
 HL0647
 HL0647;                    North         East     Units Scale Factor Converg.
 HL0647;SPC CO S     -   446,155.766   726,455.234   MT  0.99994654   -1 18 40.7
 HL0647;SPC CO S     - 1,463,762.71  2,383,378.55   sFT  0.99994654   -1 18 40.7
 HL0647;UTM  13      - 4,200,324.547   268,136.157   MT  1.00026220   -1 37 18.7
 HL0647
 HL0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0647!SPC CO S     -   0.99936447  x   0.99994654  =   0.99931104
 HL0647!UTM  13      -   0.99936447  x   1.00026220  =   0.99962650
 HL0647
 HL0647:                Primary Azimuth Mark                     Grid Az
 HL0647:SPC CO S     -  STORM                                    188 27 31.7
 HL0647:UTM  13      -  STORM                                    188 46 09.7
 HL0647
 HL0647|---------------------------------------------------------------------|
 HL0647| PID    Reference Object                     Distance      Geod. Az  |
 HL0647|                                                           dddmmss.s |
 HL0647| HL0645 STORM                               APPROX. 6.9 KM 1870851.0 |
 HL0647|---------------------------------------------------------------------|
 HL0647
 HL0647                          SUPERSEDED SURVEY CONTROL
 HL0647
 HL0647  NAD 83(1986)-  37 55 15.36490(N)    107 38 16.22601(W) AD(       ) 3
 HL0647  NAD 27      -  37 55 15.39854(N)    107 38 14.02580(W) AD(       ) 3
 HL0647  NGVD 29 (07/19/86) 4066.3    (m)        13341.     (f) VERT ANG       
 HL0647
 HL0647.Superseded values are not recommended for survey control.
 HL0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0647.See file dsdata.txt to determine how the superseded data were derived.
 HL0647
 HL0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC6813600325(NAD 83)
 HL0647_MARKER: DD = SURVEY DISK
 HL0647_SETTING: 80 = SET IN A BOULDER
 HL0647_SP_SET: SET IN DRILL HOLE IN A BOULDER
 HL0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0647+STABILITY: SURFACE MOTION
 HL0647
 HL0647  HISTORY     - Date     Condition        Report By
 HL0647  HISTORY     - 1952     MONUMENTED       USGS
 HL0647
 HL0647                          STATION DESCRIPTION
 HL0647
 HL0647'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 HL0647'ON SUMMIT AT BASE (S. END) OF RIDGE, BETWEEN GREY COPPER AND
 HL0647'POUGHKEEPSIE GULCHES.  ANIMALS CAN BE TAKEN UP POUGHKEEPSIE GULCH
 HL0647'TO LAKE COMO, WHICH IS ABOUT 1 MI. E. AND 1000 FT. BELOW STATION.
 HL0647'
 HL0647'IF STATION IS APPROACHED FROM GLADSTONE, UP CEMENT CREEK,
 HL0647'ANIMALS CAN BE TAKEN NEARLY TO STATION.
 HL0647'
 HL0647'STATION MARK--STANDARD USGS TABLET, CEMENTED IN A DRILL HOLE IN A
 HL0647'BURIED BOULDER, IN THE CENTER OF A 4 FT. CAIRN, STAMPED ---DUCO
 HL0647'1952---.
 HL0647'
 HL0647'REFERENCE MARK NO. 1--A BRONZE REFERENCE TABLET, CEMENTED IN BEDROCK,
 HL0647'9.7 FT. FROM STATION MARK, S 29 DEG 59 MIN E.
 HL0647'
 HL0647'REFERENCE MARK NO. 2--A COPPER NAIL AND WASHER, CEMENTED IN A DRILL
 HL0647'HOLE, 23.10 FT. FROM STATION, N 42 DEG 11 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1589 ***********************************************************************
 KK1589  DESIGNATION -  DUD
 KK1589  PID         -  KK1589
 KK1589  STATE/COUNTY-  CO/ARAPAHOE
 KK1589  USGS QUAD   -  STRASBURG NW (1978)
 KK1589
 KK1589                         *CURRENT SURVEY CONTROL
 KK1589  ___________________________________________________________________
 KK1589* NAD 83(1992)-  39 39 20.46922(N)    104 29 53.99923(W)     ADJUSTED  
 KK1589* NAVD 88     -      1799.     (meters)    5902.     (feet)  SCALED    
 KK1589  ___________________________________________________________________
 KK1589  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 KK1589  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 KK1589
 KK1589  HORZ ORDER  -  FIRST
 KK1589
 KK1589.The horizontal coordinates were established by classical geodetic methods
 KK1589.and adjusted by the National Geodetic Survey in January 1993..
 KK1589
 KK1589.The orthometric height was scaled from a topographic map.
 KK1589
 KK1589.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1589
 KK1589.The geoid height was determined by GEOID03.
 KK1589
 KK1589;                    North         East     Units Scale Factor Converg.
 KK1589;SPC CO C     -   507,574.402 1,000,362.862   MT  0.99998270   +0 37 54.3
 KK1589;SPC CO C     - 1,665,267.02  3,282,023.82   sFT  0.99998270   +0 37 54.3
 KK1589;SPC CO N     -   341,076.901 1,000,365.157   MT  1.00001040   +0 38 50.0
 KK1589;SPC CO N     - 1,119,016.47  3,282,031.35   sFT  1.00001040   +0 38 50.0
 KK1589;UTM  13      - 4,389,663.097   543,036.539   MT  0.99962280   +0 19 12.6
 KK1589
 KK1589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1589!SPC CO C     -   0.99972067  x   0.99998270  =   0.99970338
 KK1589!SPC CO N     -   0.99972067  x   1.00001040  =   0.99973107
 KK1589!UTM  13      -   0.99972067  x   0.99962280  =   0.99934358
 KK1589
 KK1589|---------------------------------------------------------------------|
 KK1589| PID    Reference Object                     Distance      Geod. Az  |
 KK1589|                                                           dddmmss.s |
 KK1589| CP7039 DUD RM 1                              8.716 METERS 06300     |
 KK1589| KK1588 BROW                                372.970 METERS 13913     |
 KK1589| CP7040 DUD RM 2                             10.329 METERS 14536     |
 KK1589|---------------------------------------------------------------------|
 KK1589
 KK1589                          SUPERSEDED SURVEY CONTROL
 KK1589
 KK1589  NAD 83(1986)-  39 39 20.46324(N)    104 29 53.99756(W) AD(       ) 1
 KK1589  NAD 27      -  39 39 20.51048(N)    104 29 52.12499(W) AD(       ) 1
 KK1589
 KK1589.Superseded values are not recommended for survey control.
 KK1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1589.See file dsdata.txt to determine how the superseded data were derived.
 KK1589
 KK1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED4303789663(NAD 83)
 KK1589_MARKER: DS = TRIANGULATION STATION DISK
 KK1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1589
 KK1589  HISTORY     - Date     Condition        Report By
 KK1589  HISTORY     - 1961     MONUMENTED       CGS
 KK1589
 KK1589                          STATION DESCRIPTION
 KK1589
 KK1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KK1589'THE STATION IS 8 1/2 MILES SOUTHEAST OF WATKINS, 7 1/2 MILES SOUTH
 KK1589'WEST OF BENNETT, 0.6 MILE SOUTH OF MISSLE SITE 848 C, IN SECTION 36,
 KK1589'R64W., T4S.
 KK1589'
 KK1589'TO REACH THE STATION FROM THE JUNCTION OF COLORADO STATE HIGHWAYS 30
 KK1589'AND 70 IN AURORA GO EAST ON STATE HIGHWAY 30 FOR 5 MILES TO THE MAIN
 KK1589'GATE AT BUCKLEY A.N.G. BASE.  CONTINUE STRAIGHT AHEAD, SOUTH AND
 KK1589'SOUTHEAST ON STATE HIGHWAY 30 FOR 7.3 MILES TO A FORK, TAKE THE LEFT
 KK1589'FORK, EAST AND GO 11.3 MILES TO A SIDE ROAD RIGHT, CONTINUE STRAIGHT
 KK1589'AHEAD, NORTHEAST, AND GO 0.6 MILE TO A CATTLEGUARD, TURN LEFT, THENCE
 KK1589'RIGHT, NORTH AND FOLLOW A FIRE ROAD FOR 0.7 MILE TO TRIANGULATION
 KK1589'BROW, THENCE LEFT, NORTHWEST ALONG AN OLD ROADBED FOR 0.25 MILE TO
 KK1589'THE STATION AS DESCRIBED.
 KK1589'
 KK1589'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 KK1589'SQUARE CONCRETE MONUMENT, WHICH PROJECTS 2 INCHES AND IS STAMPED DUD
 KK1589'1961.  IT IS 13 FEET NORTHEAST OF THE SOUTHWEST EDGE OF AN OLD
 KK1589'ROADBED AND 6 FEET NORTHWEST OF A WITNESS POST.
 KK1589'
 KK1589'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE CONCRETE TOP OF A
 KK1589'10-INCH SQUARE MONUMENT, WHICH PROJECTS 5 INCHES AND IS STAMPED DUD
 KK1589'NO 1 1961.  IT IS 36 FEET NORTHEAST OF A WITNESS POST, 30 FEET
 KK1589'NORTHEAST OF THE CENTER OF AN OLD ROADBED AND IS 2 FEET LOWER IN
 KK1589'ELEVATION THAN THE STATION MARK.
 KK1589'
 KK1589'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A 10-INCH
 KK1589'SQUARE CONCRETE MONUMENT, WHICH PROJECTS 2 INCHES AND IS STAMPED DUD
 KK1589'NO 2 1961.  IT IS 24 FEET SOUTHEAST OF A WITNESS POST AND 10 FEET
 KK1589'NORTHEAST OF THE SOUTHWEST EDGE OF AN OLD ROADBED.
 KK1589'
 KK1589'TRIANGULATION STATION BROW MAY BE USED FOR AN AZIMUTH MARK.  SEE
 KK1589'DESCRIPTION THEREOF.
 KK1589'
 KK1589'HEIGHT OF LIGHT ABOVE STATION MARK - 1.22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0450 ***********************************************************************
 KJ0450  DESIGNATION -  DUNCAN
 KJ0450  PID         -  KJ0450
 KJ0450  STATE/COUNTY-  CO/KIT CARSON
 KJ0450  USGS QUAD   -  NORTH OF BIG SPRING (1979)
 KJ0450
 KJ0450                         *CURRENT SURVEY CONTROL
 KJ0450  ___________________________________________________________________
 KJ0450* NAD 83(1992)-  39 04 59.82797(N)    102 47 22.49441(W)     ADJUSTED  
 KJ0450* NAVD 88     -      1466.     (meters)    4810.     (feet)  SCALED    
 KJ0450  ___________________________________________________________________
 KJ0450  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 KJ0450  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 KJ0450
 KJ0450  HORZ ORDER  -  FIRST
 KJ0450
 KJ0450.The horizontal coordinates were established by classical geodetic methods
 KJ0450.and adjusted by the National Geodetic Survey in January 1993..
 KJ0450
 KJ0450.The orthometric height was scaled from a topographic map.
 KJ0450
 KJ0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0450
 KJ0450.The geoid height was determined by GEOID03.
 KJ0450
 KJ0450;                    North         East     Units Scale Factor Converg.
 KJ0450;SPC CO C     -   447,052.236 1,148,870.298   MT  0.99993596   +1 42 34.0
 KJ0450;SPC CO C     - 1,466,703.88  3,769,251.97   sFT  0.99993596   +1 42 34.0
 KJ0450;UTM  13      - 4,328,344.644   691,189.229   MT  1.00005011   +1 23 38.3
 KJ0450
 KJ0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0450!SPC CO C     -   0.99977359  x   0.99993596  =   0.99970956
 KJ0450!UTM  13      -   0.99977359  x   1.00005011  =   0.99982369
 KJ0450
 KJ0450:                Primary Azimuth Mark                     Grid Az
 KJ0450:SPC CO C     -  STRATTON MW MAST                         078 10 12.1
 KJ0450:UTM  13      -  STRATTON MW MAST                         078 29 07.8
 KJ0450
 KJ0450|---------------------------------------------------------------------|
 KJ0450| PID    Reference Object                     Distance      Geod. Az  |
 KJ0450|                                                           dddmmss.s |
 KJ0450| KJ0446 STRATTON MW MAST                    APPROX.18.6 KM 0795246.1 |
 KJ0450| CP7041 DUNCAN RM 1                          21.309 METERS 13845     |
 KJ0450| CP7042 DUNCAN RM 2                          21.261 METERS 22039     |
 KJ0450| KJ0108 A 74                                               2700025.4 |
 KJ0450| KJ0454 SEIBERT MUN WATER TANK              APPROX.25.1 KM 3444727.5 |
 KJ0450|---------------------------------------------------------------------|
 KJ0450
 KJ0450                          SUPERSEDED SURVEY CONTROL
 KJ0450
 KJ0450  NAD 83(1986)-  39 04 59.82301(N)    102 47 22.49182(W) AD(       ) 1
 KJ0450  NAD 27      -  39 04 59.83338(N)    102 47 20.75269(W) AD(       ) 1
 KJ0450
 KJ0450.Superseded values are not recommended for survey control.
 KJ0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0450.See file dsdata.txt to determine how the superseded data were derived.
 KJ0450
 KJ0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD9118928345(NAD 83)
 KJ0450_MARKER: DS = TRIANGULATION STATION DISK
 KJ0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0450_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KJ0450
 KJ0450  HISTORY     - Date     Condition        Report By
 KJ0450  HISTORY     - 1968     MONUMENTED       CGS
 KJ0450  HISTORY     - 1969     GOOD             CGS
 KJ0450
 KJ0450                          STATION DESCRIPTION
 KJ0450
 KJ0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KJ0450'THE STATION IS LOCATED ON THE PROPERTY OF MR. EVERETT DUNCAN IN
 KJ0450'THE SOUTHWEST 1/4 OF SEC. 16, T. 11 S., R. 48 W.  IT IS ABOUT
 KJ0450'15 MILES SOUTH-SOUTHEAST OF SEIBERT, 18 MILES SOUTH-SOUTHWEST OF
 KJ0450'STRATTON AND 22 MILES NORTH OF KIT CARSON.
 KJ0450'
 KJ0450'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 59 AND
 KJ0450'INTERSTATE HIGHWAY 70, IN SEIBERT, GO SOUTH ON STATE HIGHWAY 59
 KJ0450'FOR 11.45 MILES TO A T-ROAD.  TURN LEFT AND GO EAST ON STATE
 KJ0450'HIGHWAY 59 FOR 0.5 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 KJ0450'SOUTH ON STATE HIGHWAY 59 FOR 2.0 MILES TO A FORK, TAKE THE LEFT
 KJ0450'FORK AND GO EAST FOR 3.65 MILES TO A SIDE ROAD RIGHT.  TURN
 KJ0450'RIGHT AND GO SOUTH ON STATE HIGHWAY 59 FOR 1.0 MILE TO A WIRE
 KJ0450'GATE AND BENCH MARK A 74 1936 (AZIMUTH MARK) ON THE LEFT.  TURN
 KJ0450'LEFT, PASS THROUGH THE GATE AND GO EAST ON THE FIELD ROAD FOR
 KJ0450'0.5 MILE TO THE TOP OF THE HILL AND THE STATION.
 KJ0450'
 KJ0450'THE STATION MARK IS A STANDARD DISK STAMPED DUNCAN 1968, SET
 KJ0450'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 KJ0450'FLUSH WITH THE GROUND SURFACE.  IT IS 73 FEET NORTHEAST OF A
 KJ0450'POWER POLE, 53.7 FEET NORTH OF AN EAST-WEST WIRE FENCE, 22 FEET
 KJ0450'SOUTHWEST OF A TELEPHONE POLE AND 118 FEET WEST-NORTHWEST OF A
 KJ0450'T-FENCE CORNER.
 KJ0450'
 KJ0450'REFERENCE MARK 1 IS A STANDARD DISK STAMPED DUNCAN NO 1 1968, SET
 KJ0450'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 KJ0450'FLUSH WITH THE GROUND SURFACE.  IT IS 92.6 FEET EAST OF THE POWER
 KJ0450'POLE, 64.7 FEET SOUTH-SOUTHEAST OF THE TELEPHONE POLE, 60 FEET
 KJ0450'WEST OF THE T-FENCE CORNER, 0.6 FOOT NORTH OF THE EAST-WEST FENCE
 KJ0450'AND ABOUT 2 FEET LOWER THAN THE STATION MARK ELEVATION.
 KJ0450'
 KJ0450'REFERENCE MARK 2 IS A STANDARD DISK STAMPED DUNCAN NO 2 1968, SET
 KJ0450'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 KJ0450'FLUSH WITH THE GROUND SURFACE.  IT IS 89.4 FEET SOUTHWEST OF THE
 KJ0450'TELEPHONE POLE, 3.4 FEET NORTH OF THE POWER POLE AND 1 FOOT NORTH
 KJ0450'OF THE EAST-WEST FENCE.
 KJ0450'
 KJ0450'BENCH MARK A 74 IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH
 KJ0450'MARK DISK STAMPED A 74 1935, SET IN THE TOP OF A 10-INCH SQUARE
 KJ0450'CONCRETE MONUMENT WHICH PROJECTS 1 FOOT ABOVE THE GROUND
 KJ0450'SURFACE.  IT IS 63 FEET EAST OF THE CENTER OF STATE HIGHWAY 59,
 KJ0450'26.4 FEET NORTH-NORTHEAST OF A T-FENCE CORNER AND 19.2 FEET EAST
 KJ0450'OF A TELEPHONE POLE.
 KJ0450'
 KJ0450'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KJ0450
 KJ0450                          STATION RECOVERY (1969)
 KJ0450
 KJ0450'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (RVS)
 KJ0450'THIS STATION WAS NOT OCCUPIED THUS REFERENCE MARK DIRECTIONS
 KJ0450'AND DISTANCES WERE NOT RECOVERED.
 KJ0450'
 KJ0450'THE DESCRIPTION GIVEN WAS
 KJ0450'VERIFIED AND REQUIRES NO ADDITIONS OR CORRECTIONS.
 KJ0450'
 KJ0450'STATION MARK IS A USC AND GS STANDARD DISK STAMPED DUNCAN 1968.
 KJ0450'
 KJ0450'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED DUNCAN NO. 1 1968.
 KJ0450'
 KJ0450'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED DUNCAN NO. 2 1968.
 KJ0450'
 KJ0450'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6476 ***********************************************************************
 AE6476  DESIGNATION -  DUNCAN
 AE6476  PID         -  AE6476
 AE6476  STATE/COUNTY-  CO/BOULDER
 AE6476  USGS QUAD   -  LONGMONT (1979)
 AE6476
 AE6476                         *CURRENT SURVEY CONTROL
 AE6476  ___________________________________________________________________
 AE6476* NAD 83(1992)-  40 12 11.07717(N)    105 06 00.78126(W)     ADJUSTED  
 AE6476* NAVD 88     -      1544.3    (meters)    5067.     (feet)  GPS OBS   
 AE6476  ___________________________________________________________________
 AE6476  X           -  -1,271,110.369 (meters)                     COMP
 AE6476  Y           -  -4,710,873.518 (meters)                     COMP
 AE6476  Z           -   4,096,219.340 (meters)                     COMP
 AE6476  LAPLACE CORR-         -13.02  (seconds)                    DEFLEC99
 AE6476  ELLIP HEIGHT-        1527.46  (meters)          (12/03/02) GPS OBS
 AE6476  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 AE6476
 AE6476  HORZ ORDER  -  FIRST
 AE6476  ELLP ORDER  -  FOURTH    CLASS II
 AE6476
 AE6476.The horizontal coordinates were established by GPS observations
 AE6476.and adjusted by the National Geodetic Survey in February 1998..
 AE6476
 AE6476.The orthometric height was determined by GPS observations and a
 AE6476.high-resolution geoid model.
 AE6476
 AE6476.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE6476
 AE6476.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE6476
 AE6476.The ellipsoidal height was determined by GPS observations
 AE6476.and is referenced to NAD 83.
 AE6476
 AE6476.The geoid height was determined by GEOID03.
 AE6476
 AE6476;                    North         East     Units Scale Factor Converg.
 AE6476;SPC CO N     -   401,445.286   948,437.920   MT  0.99995719   +0 15 29.9
 AE6476;SPC CO N     - 1,317,075.08  3,111,666.74   sFT  0.99995719   +0 15 29.9
 AE6476;UTM  13      - 4,450,301.990   491,470.900   MT  0.99960090   -0 03 52.9
 AE6476
 AE6476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE6476!SPC CO N     -   0.99976044  x   0.99995719  =   0.99971764
 AE6476!UTM  13      -   0.99976044  x   0.99960090  =   0.99936143
 AE6476
 AE6476                          SUPERSEDED SURVEY CONTROL
 AE6476
 AE6476  ELLIP H (02/12/98) 1527.50   (m)                       GP(       ) 3 2
 AE6476
 AE6476.Superseded values are not recommended for survey control.
 AE6476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6476.See file dsdata.txt to determine how the superseded data were derived.
 AE6476
 AE6476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE9147150302(NAD 83)
 AE6476_MARKER: DH = HORIZONTAL CONTROL DISK
 AE6476_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE6476_SP_SET: CONCRETE DIVISION BOX
 AE6476_STAMPING: DUNCAN 1993
 AE6476_MARK LOGO: NGS   
 AE6476_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6476+STABILITY: SURFACE MOTION
 AE6476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6476+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 AE6476
 AE6476  HISTORY     - Date     Condition        Report By
 AE6476  HISTORY     - 1993     MONUMENTED       NGS
 AE6476  HISTORY     - 20050810 GOOD             USPSQD
 AE6476
 AE6476                          STATION DESCRIPTION
 AE6476
 AE6476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RSC)
 AE6476'THE STATION IS LOCATED AT THE NORTHERN EDGE OF LONGMONT, IN THE
 AE6476'NORTHEAST 1/4 OF SECTION 27, T 3 N, R 69 W, AT STATE HIGHWAY 66
 AE6476'MILEPOST 36.75.  OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION
 AE6476'RIGHT-OF-WAY AND THE ROUGH AND READY DITCH TO REACH THE STATION FROM
 AE6476'THE INTERSECTION OF U.  S.  HIGHWAY 287 AND STATE HIGHWAY 66, GO EAST
 AE6476'ON STATE HIGHWAY 66 FOR 0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT
 AE6476'THE STATION HAS A STANDARD DISK SET IN A DRILL HOLE IN A CONCRETE
 AE6476'DIVISON BOX.  IT IS 73.0 M (239.5 FT) WEST OF THE CENTER LINE OF
 AE6476'COLLYER STREET, 21.2 M (69.6 FT) SOUTH OF THE CENTER LINE OF STATE
 AE6476'HIGHWAY 66, 8.7 M (28.5 FT) NORTH OF A GAS VALVE, 2.3 M (7.5 FT)
 AE6476'NORTH-NORTHEAST OF THE CENTER OF THE LARGEST IRREGATION DITCH, 1.75 M
 AE6476'(5.74 FT) EAST OF THE HEADGATE AND ABOUT 1.2 M (3.9 FT) LOWER THAN THE
 AE6476'HIGHWAY.
 AE6476
 AE6476                          STATION RECOVERY (2005)
 AE6476
 AE6476'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 AE6476'FOUND AS DESCRIBED.  VERY GOOD DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0523 ***********************************************************************
 KJ0523  DESIGNATION -  DUNE
 KJ0523  PID         -  KJ0523
 KJ0523  STATE/COUNTY-  CO/LINCOLN
 KJ0523  USGS QUAD   -  LAKE (1970)
 KJ0523
 KJ0523                         *CURRENT SURVEY CONTROL
 KJ0523  ___________________________________________________________________
 KJ0523* NAD 83(1992)-  39 11 07.48916(N)    103 39 06.73222(W)     ADJUSTED  
 KJ0523* NAVD 88     -      1691.5    (meters)    5550.     (feet)  VERTCON   
 KJ0523  ___________________________________________________________________
 KJ0523  LAPLACE CORR-          -5.89  (seconds)                    DEFLEC99
 KJ0523  GEOID HEIGHT-         -19.94  (meters)                     GEOID03
 KJ0523
 KJ0523  HORZ ORDER  -  SECOND
 KJ0523
 KJ0523.The horizontal coordinates were established by classical geodetic methods
 KJ0523.and adjusted by the National Geodetic Survey in January 1993..
 KJ0523
 KJ0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0523
 KJ0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0523
 KJ0523.The geoid height was determined by GEOID03.
 KJ0523
 KJ0523;                    North         East     Units Scale Factor Converg.
 KJ0523;SPC CO C     -   456,515.654 1,074,058.927   MT  0.99993699   +1 09 56.1
 KJ0523;SPC CO C     - 1,497,751.77  3,523,808.33   sFT  0.99993699   +1 09 56.1
 KJ0523;UTM  13      - 4,338,218.038   616,433.841   MT  0.99976692   +0 51 06.8
 KJ0523
 KJ0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0523!SPC CO C     -   0.99973781  x   0.99993699  =   0.99967482
 KJ0523!UTM  13      -   0.99973781  x   0.99976692  =   0.99950479
 KJ0523
 KJ0523|---------------------------------------------------------------------|
 KJ0523| PID    Reference Object                     Distance      Geod. Az  |
 KJ0523|                                                           dddmmss.s |
 KJ0523| CP7052 DUNE RM 1                            10.903 METERS 18037     |
 KJ0523| KJ0530 VIEW                                APPROX.20.0 KM 2675021.9 |
 KJ0523| CP7053 DUNE RM 2                            10.710 METERS 26956     |
 KJ0523|---------------------------------------------------------------------|
 KJ0523
 KJ0523                          SUPERSEDED SURVEY CONTROL
 KJ0523
 KJ0523  NAD 83(1986)-  39 11 07.48329(N)    103 39 06.72849(W) AD(       ) 2
 KJ0523  NAD 27      -  39 11 07.52601(N)    103 39 04.91044(W) AD(       ) 2
 KJ0523  NGVD 29 (07/19/86) 1690.7    (m)         5547.     (f) VERT ANG       
 KJ0523
 KJ0523.Superseded values are not recommended for survey control.
 KJ0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0523.See file dsdata.txt to determine how the superseded data were derived.
 KJ0523
 KJ0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD1643438218(NAD 83)
 KJ0523_MARKER: Z = SEE DESCRIPTION
 KJ0523_SETTING: 0 = UNSPECIFIED SETTING
 KJ0523
 KJ0523  HISTORY     - Date     Condition        Report By
 KJ0523  HISTORY     - 1970     MONUMENTED       USGS
 KJ0523
 KJ0523                          STATION DESCRIPTION
 KJ0523
 KJ0523'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (FJG)
 KJ0523'STATION IS LOCATED SOUTH 19 DEGREES EAST ABOUT 5.0 MILES AIRLINE
 KJ0523'FROM LIMON, COLORADO.  WEST 22 DEGREES NORTH ABOUT 11 MILES AIRLINE
 KJ0523'FROM HUGO, COLORADO.  0.05 MILE SOUTH OF A SADDLE.  ON A GRASSY
 KJ0523'TOP.  9.2 FEET NORTHWEST OF A USGS WITNESS SIGN MOUNTED ON A METAL
 KJ0523'POST ON THE FRANK FORRISTALL RANCH.
 KJ0523'
 KJ0523'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 24 AND
 KJ0523'STATE HIGHWAY 71 SOUTH, IN LIMON, COLORADO.  GO SOUTH ON STATE
 KJ0523'HIGHWAY 71 FOR 4.2 MILES TO GATE ON THE EAST (LEFT).  PASS THROUGH
 KJ0523'GATE AND GO SOUTHEAST ON TRACK ROAD FOR 2.6 MILES TO FENCE.  TURN
 KJ0523'LEFT (NORTH) AND PROCEED ALONG WEST SIDE OF FENCE ON TRACK ROAD
 KJ0523'FOR 0.35 MILE TO JOG IN FENCE LINE.  PASS THROUGH EAST GATE AND
 KJ0523'PROCEED ALONG SOUTH SIDE OF FENCE 0.4 MILE TO SMALL SADDLE.
 KJ0523'TURN RIGHT (SOUTH) FOR 0.05 MILE TO TOP OF HILL AND STATION.
 KJ0523'
 KJ0523'ALL MARKS ARE USGS BRASS TABLETS SOLDERED TO COPPER COATED STEEL
 KJ0523'RODS CENTERED IN TILE 6 INCHES IN DIAMETER AND 12 INCHES LONG
 KJ0523'FILLED WITH GRAVEL AND SET FLUSH WITH THE GROUND SURFACE.
 KJ0523'
 KJ0523'STATION MARK IS A ROD DRIVEN 30 FEET TO REFUSAL.  TABLET STAMPED
 KJ0523'DUNE ET 1970.
 KJ0523'
 KJ0523'REFERENCE MARK NO. 1 IS A ROD DRIVEN 30 FEET TO REFUSAL.  TABLET
 KJ0523'STAMPED DUNE ET 1 1970.
 KJ0523'
 KJ0523'REFERENCE MARK NO. 2 IS A ROD DRIVEN 30 FEET TO REFUSAL.  TABLET
 KJ0523'STAMPED DUNE ET 2 1970.
 KJ0523'
 KJ0523'STATION VIEW ET 1970 IS VISIBLE FROM THE GROUND AT THIS STATION
 KJ0523'AND WILL SERVE AS THE AZIMUTH MARK.
 KJ0523'
 KJ0523'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0408 ***********************************************************************
 KJ0408  DESIGNATION -  DUNE ET
 KJ0408  PID         -  KJ0408
 KJ0408  STATE/COUNTY-  CO/YUMA
 KJ0408  USGS QUAD   -  VERNON NW (1969)
 KJ0408
 KJ0408                         *CURRENT SURVEY CONTROL
 KJ0408  ___________________________________________________________________
 KJ0408* NAD 83(1992)-  39 55 10.17356(N)    102 29 49.13791(W)     ADJUSTED  
 KJ0408* NAVD 88     -      1240.4    (meters)    4070.     (feet)  VERTCON   
 KJ0408  ___________________________________________________________________
 KJ0408  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 KJ0408  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 KJ0408
 KJ0408  HORZ ORDER  -  SECOND
 KJ0408
 KJ0408.The horizontal coordinates were established by classical geodetic methods
 KJ0408.and adjusted by the National Geodetic Survey in January 1993..
 KJ0408
 KJ0408.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0408
 KJ0408.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0408
 KJ0408.The geoid height was determined by GEOID03.
 KJ0408
 KJ0408;                    North         East     Units Scale Factor Converg.
 KJ0408;SPC CO N     -   374,228.485 1,171,086.075   MT  0.99997346   +1 56 25.3
 KJ0408;SPC CO N     - 1,227,781.29  3,842,138.23   sFT  0.99997346   +1 56 25.3
 KJ0408;UTM  13      - 4,421,821.279   713,919.650   MT  1.00016340   +1 36 24.6
 KJ0408
 KJ0408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0408!SPC CO N     -   0.99980887  x   0.99997346  =   0.99978233
 KJ0408!UTM  13      -   0.99980887  x   1.00016340  =   0.99997224
 KJ0408
 KJ0408:                Primary Azimuth Mark                     Grid Az
 KJ0408:SPC CO N     -  6 DHW ET                                 079 47 17.4
 KJ0408:UTM  13      -  6 DHW ET                                 080 07 18.1
 KJ0408
 KJ0408|---------------------------------------------------------------------|
 KJ0408| PID    Reference Object                     Distance      Geod. Az  |
 KJ0408|                                                           dddmmss.s |
 KJ0408| KJ0404 6 DHW ET                            APPROX.10.7 KM 0814342.7 |
 KJ0408| CP7050 DUNE ET RM 1                                       08232     |
 KJ0408| CP7051 DUNE ET RM 2                                       35232     |
 KJ0408|---------------------------------------------------------------------|
 KJ0408
 KJ0408                          SUPERSEDED SURVEY CONTROL
 KJ0408
 KJ0408  NAD 83(1986)-  39 55 10.17054(N)    102 29 49.13524(W) AD(       ) 2
 KJ0408  NAD 27      -  39 55 10.20706(N)    102 29 47.40610(W) AD(       ) 2
 KJ0408  NGVD 29 (07/19/86) 1239.9    (m)         4068.     (f) VERT ANG       
 KJ0408
 KJ0408.Superseded values are not recommended for survey control.
 KJ0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0408.See file dsdata.txt to determine how the superseded data were derived.
 KJ0408
 KJ0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGE1392021821(NAD 83)
 KJ0408_MARKER: DD = SURVEY DISK
 KJ0408_SETTING: 0 = UNSPECIFIED SETTING
 KJ0408
 KJ0408  HISTORY     - Date     Condition        Report By
 KJ0408  HISTORY     - 1968     MONUMENTED       USGS
 KJ0408
 KJ0408                          STATION DESCRIPTION
 KJ0408
 KJ0408'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 KJ0408'THE STATION IS LOCATED SOUTH 53 DEG WEST ABOUT 22.2 MILES
 KJ0408'AIRLINE FROM WRAY, COLORADO, 140 FEET NORTH AND 650 FEET WEST
 KJ0408'OF THE SOUTH-QUARTER CORNER OF SECTION 35, T.1S., R.46W.
 KJ0408'
 KJ0408'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 34 AND 385 IN
 KJ0408'WRAY, GO 9.65 MILES SOUTH ON U.S. HIGHWAY 385 TO YUMA COUNTY
 KJ0408'ROAD 68, TURN RIGHT AND GO 14.25 MILES WEST ON YUMA COUNTY ROAD
 KJ0408'68 TO WIRE GATES ON EACH SIDE OF THE ROAD, TURN LEFT THRU WIRE
 KJ0408'GATE AND GO 1.25 MILES SOUTH AND EAST ON TRACK ROAD TO TRACK
 KJ0408'ROAD RIGHT, TURN RIGHT AND GO 0.6 MILE SOUTHWEST ON TRACK ROAD
 KJ0408'TO CREST, TURN LEFT AND GO 0.55 MILE SOUTHEAST ACROSS COUNTRY
 KJ0408'UP SLOPING RIDGE TO STATION SITE ON HIGH POINT OF SAND DUNE
 KJ0408'140 FEET NORTH OF EAST-WEST FENCE.  STATION IS 6 FEET WEST OF
 KJ0408'A USGS WITNESS SIGN MOUNTED ON A METAL POST.
 KJ0408'
 KJ0408'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD
 KJ0408'ROD DRIVEN TO A DEPTH OF 15 FEET, CENTERED IN AN ORANGEBURG
 KJ0408'TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH
 KJ0408'GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED
 KJ0408'DUNE ET 1968.
 KJ0408'
 KJ0408'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET
 KJ0408'CRIMPED TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET,
 KJ0408'CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES
 KJ0408'LONG FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND
 KJ0408'AND IS STAMPED DUNE ET 1968 - 1.
 KJ0408'
 KJ0408'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET
 KJ0408'CRIMPED TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET,
 KJ0408'CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES
 KJ0408'LONG FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND
 KJ0408'AND IS STAMPED DUNE ET 1968 - 2.
 KJ0408'
 KJ0408'THE DISTANCE BETWEEN REFERENCE MARKS IS 71.60 FEET OR 21.824
 KJ0408'METERS (71.600 FEET).
 KJ0408'
 KJ0408'STATION 6 DHW ET 1963, 1968 IS VISIBLE FROM THE GROUND AND
 KJ0408'WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0662 ***********************************************************************
 LM0662  DESIGNATION -  DUNKLEY
 LM0662  PID         -  LM0662
 LM0662  STATE/COUNTY-  CO/ROUTT
 LM0662  USGS QUAD   -  DUNCKLEY PASS (1966)
 LM0662
 LM0662                         *CURRENT SURVEY CONTROL
 LM0662  ___________________________________________________________________
 LM0662* NAD 83(1992)-  40 14 56.87577(N)    107 14 28.35708(W)     ADJUSTED  
 LM0662* NAVD 88     -      2981.4    (meters)    9781.     (feet)  VERTCON   
 LM0662  ___________________________________________________________________
 LM0662  LAPLACE CORR-           7.08  (seconds)                    DEFLEC99
 LM0662  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 LM0662
 LM0662  HORZ ORDER  -  SECOND
 LM0662
 LM0662.The horizontal coordinates were established by classical geodetic methods
 LM0662.and adjusted by the National Geodetic Survey in January 1993..
 LM0662
 LM0662.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0662
 LM0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0662
 LM0662.The geoid height was determined by GEOID03.
 LM0662
 LM0662;                    North         East     Units Scale Factor Converg.
 LM0662;SPC CO N     -   407,936.650   766,270.850   MT  0.99995685   -1 07 30.2
 LM0662;SPC CO N     - 1,338,372.16  2,514,006.95   sFT  0.99995685   -1 07 30.2
 LM0662;UTM  13      - 4,457,818.551   309,379.902   MT  1.00004731   -1 26 54.6
 LM0662
 LM0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0662!SPC CO N     -   0.99953456  x   0.99995685  =   0.99949143
 LM0662!UTM  13      -   0.99953456  x   1.00004731  =   0.99958185
 LM0662
 LM0662|---------------------------------------------------------------------|
 LM0662| PID    Reference Object                     Distance      Geod. Az  |
 LM0662|                                                           dddmmss.s |
 LM0662| CP4883 DUNKLEY RM 1                          4.857 METERS 08010     |
 LM0662| CP4882 DUNKLEY AZ MK                                      1302517.7 |
 LM0662| LM0663 WADDLE                              APPROX.23.0 KM 2704633.2 |
 LM0662| CP4884 DUNKLEY RM 2                          4.766 METERS 33123     |
 LM0662|---------------------------------------------------------------------|
 LM0662
 LM0662                          SUPERSEDED SURVEY CONTROL
 LM0662
 LM0662  NAD 83(1986)-  40 14 56.87553(N)    107 14 28.35019(W) AD(       ) 2
 LM0662  NAD 27      -  40 14 56.95100(N)    107 14 26.15100(W) AD(       ) 2
 LM0662  NGVD 29 (07/19/86) 2980.0    (m)         9777.     (f) VERT ANG       
 LM0662
 LM0662.Superseded values are not recommended for survey control.
 LM0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0662.See file dsdata.txt to determine how the superseded data were derived.
 LM0662
 LM0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE0938057819(NAD 83)
 LM0662_MARKER: DS = TRIANGULATION STATION DISK
 LM0662_SETTING: 66 = SET IN ROCK OUTCROP
 LM0662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0662
 LM0662  HISTORY     - Date     Condition        Report By
 LM0662  HISTORY     - 1937     MONUMENTED       CGS
 LM0662  HISTORY     - 1949     GOOD             CGS
 LM0662  HISTORY     - 1966     GOOD             USGS
 LM0662
 LM0662                          STATION DESCRIPTION
 LM0662
 LM0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LM0662'STATION IS ABOUT 24 MILES SE FROM CRAIG, COLORADO.  ON THE
 LM0662'HIGHEST POINT OF THE ROCKY NW POINT OF DUNKLEY FLAT TOPS WHICH
 LM0662'LIES JUST E OF THE E FORK OF THE WILLIAMS RIVER, 11 MILES SE
 LM0662'OF PAGODA POST OFFICE, AND 5 MILES SW OF DUNKLEY POST OFFICE.
 LM0662'STATION IS ON A PROMINENT TRIANGULAR OUTCROP AT THE NW END OF
 LM0662'THE W RIM.
 LM0662'
 LM0662'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 LM0662'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 LM0662'
 LM0662'REFERENCE MARK NO. 1 IS IN OUTCROP THAT HOLDS STATION MARK AND
 LM0662'IS 2-1/2 FEET LOWER.
 LM0662'
 LM0662'REFERENCE MARK NO. 2, IS IN OVERHANGING OUTCROP THAT HOLDS
 LM0662'STATION MARK AND IS AT THE SAME ELEVATION.
 LM0662'
 LM0662'AZIMUTH MARK IS ON EDGE OF RIM ABOUT 3/4 MILE SE FROM STATION
 LM0662'AND IN A CLEARING, AND NEARLY ON RANGE WITH A DISTANT PYRAMIDAL
 LM0662'MOUNTAIN SHOWING THROUGH A GAP AT THE FAR END OF THE CLEARING.
 LM0662'IT IS SET IN OUTCROP BEDROCK ABOUT 75 FEET S OF THE N END OF
 LM0662'THE CLEARING.
 LM0662'
 LM0662'TO REACH STATION FROM HAYDEN, COLORADO, GO E ON U.S. HIGHWAY 40
 LM0662'FROM THE HAYDEN DRUG STORE 0.55 MILE (7 BLOCKS) TO CROSS
 LM0662'STREETS.  TURN RIGHT AND GO S FOR 0.2 MILE.  THEN LEFT (E AND S)
 LM0662'ON MAIN TRAVELED, GRADED, DIRT ROAD 9.25 MILES TO A DAM AND
 LM0662'RESERVOIR ON THE RIGHT.  THEN S AND SE ON GRADED DIRT ROAD 5.75
 LM0662'MILES TO A FORK.  THEN LEFT ON MAIN-TRAVELED ROAD S FOR 0.7
 LM0662'MILE TO A SIDE ROAD RIGHT.  CONTINUE ON LEFT FORK S FOR 0.5
 LM0662'MILE TO A FORK AND TWOWOODEN MAIL BOXES.  TURN RIGHT AND GO
 LM0662'0.1 MILE TO ROAD LEFT (ABOUT 150 YARDS E OF AN OIL WELL).
 LM0662'TURN LEFT ON GRADED DIRT ROAD THRU GATE AND GO S 0.25 MILE
 LM0662'TO A FORK.  CONTINUE S ON LEFT FORK 0.3 MILE TO SIDE ROAD
 LM0662'LEFT (JUST ACROSS A DRAW).  CONTINUE S ON MAIN-TRAVELED ROAD
 LM0662'3.05 MILES TO A BOARD BRIDGE AT A BEAVER DAM.  CONTINUE S ON
 LM0662'MAIN-TRAVELED ROAD UP A STEEP HILL 0.4 MILE TO A SAW MILL
 LM0662'ON THE RIGHT.  CONTINUE S (LEFT OF MILL) ON LOGGING ROAD 0.15 MILE
 LM0662'TO TRIANGULAR BLAZE ON TREE AT RIGHT OF ROAD.  TAKE RIGHT FORK
 LM0662'(SW AND S) 0.2 MILE TO A SMALL CLEARING AT FOOT OF MOUNTAIN.
 LM0662'FROM THIS CLEARING PACK S ALONG TRAIL UP RIGHT SIDE OF DRAW
 LM0662'TO TOP OF RIDGE SHOWING TO THE RIGHT.  TURN RIGHT AND FOLLOW
 LM0662'RIDGE NW AND W TO A CLEARING NEAR THE MIDDLE OF THE FLAT TOP
 LM0662'RIDGE.  GO ABOUT 1-1/4 MILES ACROSS THIS CLEARING WESTERLY TO
 LM0662'W RIM OF RIDGE.  TURN RIGHT AND GO N ALONG TO NW POINT OF
 LM0662'RIDGE AND STATION.  IT IS ABOUT 1-1/2 HOURS TO PACK FROM
 LM0662'END OF TRUCK TRAVEL TO STATION.
 LM0662
 LM0662                          STATION RECOVERY (1949)
 LM0662
 LM0662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LM0662'STATION WAS OBSERVED ON BUT NOT OCCUPIED IN 1949.  STATION AND
 LM0662'ALL MARKS WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION
 LM0662'EXCEPT THAT THE AZIMUTH MARK WAS NOT FOUND.  A NEW TO REACH
 LM0662'FOLLOWS--
 LM0662'
 LM0662'TO REACH FROM HAYDEN, GO EAST ON U.S. HIGHWAY 40 FOR 0.55 MILE
 LM0662'(7 BLOCKS) TO CROSS STREETS.  TURN RIGHT ON GRADED ROAD AND GO
 LM0662'EAST AND SOUTH ON MAIN ROAD FOR 15.2 MILES TO FORKS.  KEEP THE
 LM0662'LEFT FORK STRAIGHT AHEAD FOR 1.5 MILES TO A WELL TRAVELED
 LM0662'ROAD RIGHT.  TURN RIGHT AND FOLLOW MAIN ROAD FOR 3.5 MILES TO
 LM0662'FORKS.  KEEP RIGHT FORK FOR 0.3 MILE TO FORKS.  KEEP LEFT FORK
 LM0662'FOR 0.1 MILE TO SIDE ROAD LEFT.  TURN LEFT AND FOLLOW MAIN
 LM0662'ROAD SOUTHERLY (LOGGING ROAD) FOR 3.0 MILES TO FORKS.  KEEP
 LM0662'RIGHT FORK FOR 1.7 MILES TO BRIDGE ACROSS BEAVER DAM AND END
 LM0662'OF TRUCK TRAVEL.  FROM HERE CONTINUE ON OLD LOGGING ROAD FOR
 LM0662'ABOUT 0.4 MILE TO OLD SAW MILL.  FOLLOW OLD ROAD TO RIGHT OF
 LM0662'OLD SAW MILL, THENCE LEFT AND KEEP RIGHT FORK FOR ABOUT 0.15
 LM0662'MILE TO TRIANGLE BLAZE ON PINE TREE ON RIGHT.  KEEP RIGHT
 LM0662'FORK AT BLAZED TREE AND FOLLOW OLD ROAD FOR ABOUT 0.2 MILE TO
 LM0662'PILE OF OLD LOGS.  FOLLOW TRAIL UP RIGHT SIDE OF DRAW TO TOP OF
 LM0662'RIDGE SHOWING TO RIGHT.  TURN RIGHT AND GO UP STEEP HILL TO
 LM0662'TOP.  THENCE RIGHT ALONG EDGE OF RIDGE FOR ABOUT 300 YARDS
 LM0662'FOLLOWING DIM BLAZES TO A TRIANGLE BLAZE ON PINE TREE.  FROM
 LM0662'HERE A DIM BLAZED TRAIL TURNS LEFT THROUGH TREES FOR ABOUT 100
 LM0662'YARDS TO OPENING IN TIMBER.  FROM HERE PACK WEST ACROSS OPEN
 LM0662'COUNTRY FOR ABOUT 1.0 MILE TO THE WEST RIM OF DUNKLEY
 LM0662'FLATS, TURN RIGHT AND FOLLOW ALONG EDGE OF RIDGE NORTHWEST
 LM0662'FOR ABOUT 0.5 MILE TO STATION ON NORTHWEST POINT OF RIDGE.
 LM0662'
 LM0662'LIGHT WAS SHOWN FROM A 1.3 METER TRIPOD.
 LM0662
 LM0662                          STATION RECOVERY (1966)
 LM0662
 LM0662'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LM0662'NO TEXT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0661 ***********************************************************************
 LM0661  DESIGNATION -  DUNN
 LM0661  PID         -  LM0661
 LM0661  STATE/COUNTY-  CO/RIO BLANCO
 LM0661  USGS QUAD   -  SAND POINT (1966)
 LM0661
 LM0661                         *CURRENT SURVEY CONTROL
 LM0661  ___________________________________________________________________
 LM0661* NAD 83(1992)-  40 08 45.79503(N)    107 05 19.58225(W)     ADJUSTED  
 LM0661* NAVD 88     -      3359.8    (meters)   11023.     (feet)  VERTCON   
 LM0661  ___________________________________________________________________
 LM0661  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 LM0661  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 LM0661
 LM0661  HORZ ORDER  -  FIRST
 LM0661
 LM0661.The horizontal coordinates were established by classical geodetic methods
 LM0661.and adjusted by the National Geodetic Survey in January 1993..
 LM0661
 LM0661.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0661
 LM0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0661
 LM0661.The geoid height was determined by GEOID03.
 LM0661
 LM0661;                    North         East     Units Scale Factor Converg.
 LM0661;SPC CO N     -   396,249.856   779,032.744   MT  0.99995851   -1 01 35.6
 LM0661;SPC CO N     - 1,300,029.74  2,555,876.59   sFT  0.99995851   -1 01 35.6
 LM0661;SPC CO C     -   562,733.318   779,012.919   MT  1.00010243   -1 00 07.3
 LM0661;SPC CO C     - 1,846,234.23  2,555,811.55   sFT  1.00010243   -1 00 07.3
 LM0661;UTM  13      - 4,446,059.518   322,076.699   MT  0.99998971   -1 20 49.4
 LM0661
 LM0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0661!SPC CO N     -   0.99947517  x   0.99995851  =   0.99943370
 LM0661!SPC CO C     -   0.99947517  x   1.00010243  =   0.99957754
 LM0661!UTM  13      -   0.99947517  x   0.99998971  =   0.99946488
 LM0661
 LM0661:                Primary Azimuth Mark                     Grid Az
 LM0661:SPC CO N     -  DUNN AZ MK                               158 23 50.1
 LM0661:SPC CO C     -  DUNN AZ MK                               158 22 21.8
 LM0661:UTM  13      -  DUNN AZ MK                               158 43 03.9
 LM0661
 LM0661|---------------------------------------------------------------------|
 LM0661| PID    Reference Object                     Distance      Geod. Az  |
 LM0661|                                                           dddmmss.s |
 LM0661| CP4885 DUNN AZ MK                                         1572214.5 |
 LM0661| CP4886 DUNN RM 1                            15.709 METERS 19144     |
 LM0661| CP4887 DUNN RM 2                             9.819 METERS 32054     |
 LM0661|---------------------------------------------------------------------|
 LM0661
 LM0661                          SUPERSEDED SURVEY CONTROL
 LM0661
 LM0661  NAD 83(1986)-  40 08 45.79468(N)    107 05 19.57844(W) AD(       ) 1
 LM0661  NAD 27      -  40 08 45.85400(N)    107 05 17.39100(W) AD(       ) 1
 LM0661  NGVD 29 (07/19/86) 3358.3    (m)        11018.     (f) VERT ANG       
 LM0661
 LM0661.Superseded values are not recommended for survey control.
 LM0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0661.See file dsdata.txt to determine how the superseded data were derived.
 LM0661
 LM0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE2207746060(NAD 83)
 LM0661_MARKER: DS = TRIANGULATION STATION DISK
 LM0661_SETTING: 66 = SET IN ROCK OUTCROP
 LM0661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0661
 LM0661  HISTORY     - Date     Condition        Report By
 LM0661  HISTORY     - 1939     MONUMENTED       CGS
 LM0661  HISTORY     - 1953     GOOD             CGS
 LM0661  HISTORY     - 1971     GOOD             USFS
 LM0661
 LM0661                          STATION DESCRIPTION
 LM0661
 LM0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ)
 LM0661'STATION IS LOCATED ON THE EAST EDGE OF A VERY HIGH MESA COUNTRY
 LM0661'KNOWN AS LITTLE FLAT TOPS AND IS ON AN EXTREME EAST SPUR WHICH
 LM0661'PROJECTS OUT FROM THE MAIN MESA ABOUT 20 FEET AT THE EAST EDGE
 LM0661'OF A LARGE PATCH OF TIMBER.  IT IS ABOUT 1/2 MILE NORTHEAST OF A
 LM0661'SMALL LAKE AT A NEVE, 3 MILES SOUTH-SOUTHWEST OF CROSHO LAKE, AND
 LM0661'10 MILES WEST OF YAMPA.  STATION MARK IS SET IN BEDROCK ABOUT
 LM0661'ONE FOOT BELOW THE LEVEL OF THE SURFACE SOIL AND MIGHT BE
 LM0661'COVERED OVER IN A SHORT TIME.
 LM0661'
 LM0661'TO REACH FROM YAMPA GO NORTH ON STATE HIGHWAY 131 ABOUT 0.4
 LM0661'MILE TO THE CITY LIMITS SIGN AT THE NORTH EDGE OF TOWN.  TURN
 LM0661'LEFT, WESTERLY, AND FOLLOW THE MAIN, GRADED, DIRT ROAD FOR
 LM0661'0.7 MILE TO A GRADED ROAD, LEFT, AT SIGNS CROSHO LAKE, HEART
 LM0661'LAKE.  TURN LEFT, WESTERLY, AND GO 1.7 MILES TO A FORK.  TAKE
 LM0661'RIGHT FORK, MAIN ROAD, AND GO 0.3 MILE TO A FORK.  TAKE LEFT
 LM0661'FORK AND GO 2.1 MILES TO A FORK.  TAKE RIGHT FORK AND CONTINUE
 LM0661'0.9 MILE TO A FORK AT THE TOP OF A HILL.  KEEP LEFT FORK,
 LM0661'STRAIGHT AHEAD, AND FOLLOW MAIN TRACK-ROAD, THROUGH GATES, FOR
 LM0661'2.2 MILES TO THE TED DUNN FARM.  FROM THE FARM HOUSE PACK WEST
 LM0661'ABOUT 100 YARDS TO A GATE.  PASS THROUGH GATE AND BEAR
 LM0661'NORTHERLY ABOUT 100 YARDS TO A VERY OLD ROAD, WHICH LEADS
 LM0661'TO THE BIRD MILL SITE.  FOLLOW THIS ROAD FOR
 LM0661'APPROXIMATELY 2 MILES TO THE OLD MILL SITE.  THEN CONTINUE
 LM0661'ON ROAD FOR ABOUT 200 YARDS TO SIGN LITTLE FLAT TOPS.  HERE
 LM0661'TAKE THE LEFT HAND TRAIL AND FOLLOW THE MAIN TRAIL
 LM0661'WESTERLY ABOUT 2 MORE MILES TO THE TOP OF THE RIM.  LEAVE
 LM0661'THE TRAIL, GO NORTHWESTERLY, PASSING TO THE RIGHT OF A SMALL
 LM0661'LAKE AND A SNOW FIELD.  THEN CONTINUE NORTHERLY ALONG EDGE OF
 LM0661'RIM FOR ABOUT 0.7 MILE TO THE STATION, WHICH IS ABOUT 12
 LM0661'FEET WEST OF A TREE WITH ITS LOWER BRANCHES TRIMMED OFF, AND
 LM0661'WHICH IS VISIBLE FOR ABOUT 1/2 MILE BEFORE REACHING STATION.
 LM0661'STATION IS ABOUT A 2-1/2 HOUR PACK FROM THE DUNN FARM HOUSE.
 LM0661'
 LM0661'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 LM0661'SET IN OUTCROPPING BEDROCK.
 LM0661'
 LM0661'REFERENCE MARK NO. 1 IS SOUTH-SOUTHWEST OF THE STATION AND ABOUT
 LM0661'2 FEET LOWER IN ELEVATION.  REFERENCE MARK NO. 2 IS NORTH-NORTHWEST
 LM0661'AND ABOUT 3 FEET LOWER IN ELEVATION.
 LM0661'
 LM0661'THE AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH-SOUTHEAST ON THE
 LM0661'EDGE OF THE MESA RIM.  IT IS AT ABOUT THE SAME ELEVATION AS THE
 LM0661'STATION.
 LM0661
 LM0661                          STATION RECOVERY (1953)
 LM0661
 LM0661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 LM0661'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND THE
 LM0661'AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 LM0661'
 LM0661'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LM0661'
 LM0661'THE STATION IS LOCATED ON THE EAST EDGE OF A VERY HIGH MESA
 LM0661'COUNTRY KNOWN AS THE LITTLE FLAT TOPS AND IS ON THE EXTREME
 LM0661'EAST SPUR WHICH PROJECTS OUT FROM THE MAIN MESA ABOUT 20 FEET
 LM0661'FROM THE EAST EDGE OF A LARGE PATCH OF TIMBER.  IT IS ABOUT
 LM0661'10 MILES WEST OF YAMPA, 3 MILES SOUTH-SOUTHWEST OF CROSHO LAKE,
 LM0661'1 MILE NORTHWEST OF A SMALL LAKE ON THE EAST SLOPE OF THE MESA,
 LM0661'3/4 MILE NORTHWEST OF A SMALL LAKE AT THE TOP OF THE MESA, 12
 LM0661'FEET SOUTHWEST OF WHERE THE EDGE OF THE MESA DROPS SHARP TO
 LM0661'THE EAST AND 7 FEET SOUTHWEST OF A 3.5 FOOT CAIRN.  THE MARK
 LM0661'IS SET FLUSH IN BEDROCK ABOUT 8 INCHES BELOW THE SURFACE OF
 LM0661'THE SOIL AND MIGHT BE COVERED OVER IN A SHORT TIME.  IT IS
 LM0661'STAMPED DUNN 1939.
 LM0661'
 LM0661'REFERENCE MARK NO. 1 IS SET FLUSH IN BEDROCK ABOUT 2.5 FEET
 LM0661'BELOW THE LEVEL OF THE STATION AND ABOUT 3 FEET WEST OF WHERE
 LM0661'THE EDGE OF THE MESA DROPS SHARP TO THE EAST.  THE MARK IS STAMPED
 LM0661'DUNN NO 1 1939.
 LM0661'
 LM0661'REFERENCE MARK NO. 2 IS SET FLUSH IN BEDROCK ABOUT 2.5 FEET
 LM0661'BELOW THE LEVEL OF THE STATION AND IS JUST WEST OF WHERE THE
 LM0661'EDGE OF THE MESA DROPS SHARP TO THE EAST.  THE MARK IS STAMPED
 LM0661'DUNN NO 2 1939.
 LM0661'
 LM0661'THE AZIMUTH MARK IS ABOUT THE SAME LEVEL AND 0.3 MILE
 LM0661'SOUTH-SOUTHEAST OF THE STATION.  IT IS 18 FEET SOUTHWEST OF WHERE
 LM0661'THE EDGE OF THE MESA DROPS SHARP TO THE NORTHEAST AND 2 FEET
 LM0661'NORTH OF A 2.5 FOOT CAIRN.  THE MARK IS SET FLUSH IN A BOULDER
 LM0661'AND IS STAMPED DUNN 1939.
 LM0661'
 LM0661'TO REACH THE STATION FROM THE POST OFFICE IN YAMPA, GO NORTH
 LM0661'ON A GRAVELED STREET FOR 0.4 MILE TO COUNTY ROUTE 17, JUST
 LM0661'BEFORE REACHING STATE HIGHWAY 131.  TURN LEFT ON COUNTY ROUTE 17
 LM0661'AND GO WEST, SOUTH AND WEST FOR 3.6 MILES TO COUNTY ROUTE 15,
 LM0661'TURN LEFT AND GO SOUTH ON COUNTY ROUTE 15 FOR 0.8 MILE TO WHERE
 LM0661'THE HIGHWAY TURNS RIGHT.  CONTINUE SOUTH ON A GRADED ROAD FOR
 LM0661'1.25 MILES TO A CROSSROAD, TURN RIGHT AND GO WEST ON A GRADED
 LM0661'ROAD FOR 1.1 MILES TO A CATTLE GUARD.  CROSS THE CATTLE GUARD
 LM0661'AND TURN LEFT, AND FOLLOW A DIM TRACK ROAD SOUTHERLY, PASSING
 LM0661'THROUGH THREE WIRE GATES, FOR 1.5 MILES TO A LOCKED GATE.
 LM0661'(THE KEY TO THIS GATE CAN BE OBTAINED FROM MR. ED HINMAN.
 LM0661'HE LIVES 1.5 MILES SOUTH OF THE POST OFFICE IN YAMA, ON THE
 LM0661'EAST SIDE OF COUNTY ROUTE 7.) PASS THROUGH THE GATE AND
 LM0661'FOLLOW A TRACK ROAD SOUTHWEST FOR 0.15 MILE TO GATE ON THE
 LM0661'NORTH SIDE OF A CORRAL, PASS THROUGH THE GATE AND FOLLOW A
 LM0661'TRACK ROAD WESTERLY FOR 0.4 MILE TO AN OLD RANCH YARD.
 LM0661'(FROM THIS POINT A JEEP MUST BE USED.) TURN RIGHT AT THE
 LM0661'NORTH SIDE OF THE BARN AND GO NORTHWEST ALONG THE NORTH SIDE
 LM0661'OF A PATCH OF ASPENS FOR 0.15 MILE TO A TRACK ROAD LEFT AT A
 LM0661'TRIANGLE BLAZED ASPEN.  TURN LEFT AND GO WESTERLY THROUGH THE
 LM0661'ASPENS FOR 0.1 MILE TO A WIRE GATE IN A SADDLE, PASS THROUGH
 LM0661'THE GATE AND GO SOUTH ALONG THE WEST SIDE OF A FENCE FOR 0.1
 LM0661'MILE TO A FOREST SERVICE TRAIL AND SIGN, YAMPA 8 AND OAK
 LM0661'CREEK GUARD STATION 7.  FOLLOW THE FOREST SERVICE TRAIL
 LM0661'SOUTHWESTERLY FOR 1.85 MILES TO THE OLD BIRD SAWMILL SITE,
 LM0661'CONTINUE SOUTHWEST ON THE TRACK ROAD FOR 0.1 MILE TO A
 LM0661'FORK AND SIGN, YAMPA 10 OAK CREEK GUARD STATION 6 AND SAND
 LM0661'LAKES 5.  TAKE THE LEFT FORK AND FOLLOW THE FOREST SERVICE
 LM0661'TRAIL SOUTHERLY FOR 1.0 MILE TO DOWNFALL TIMBER ACROSS THE TRAIL
 LM0661'AND THE END OF JEEP TRAVEL.  FROM THIS POINT PACK
 LM0661'SOUTHWESTERLY ALONG THE TRAIL AND UP HILL FOR ABOUT 0.5 MILE TO A
 LM0661'TRAIL ON THE RIGHT LEADING UP A STEEP SLOPE.  TURN RIGHT AND
 LM0661'PACK NORTHWEST AND THEN SOUTHWEST FOR ABOUT 0.5 MILE TO THE BASE
 LM0661'OF A STEEP RIDGE AND A SMALL LAKE ON THE LEFT, TURN LEFT AND PACK
 LM0661'SOUTHERLY UP ALONG THE SIDE OF THE RIDGE FOR ABOUT 0.1 MILE TO
 LM0661'THE TOP OF THE MESA.  AT THIS POINT TURN RIGHT AND PACK
 LM0661'NORTHWEST, PASSING A SMALL LAKE ON THE LEFT, FOR ABOUT 0.5 MILE
 LM0661'TO A 2.5 FOOT CAIRN AND THE AZIMUTH MARK ALONG THE EAST EDGE
 LM0661'OF THE MESA AS DESCRIBED.  CONTINUE NORTH-NORTHWEST ALONG THE
 LM0661'EDGE OF THE MESA FOR 0.3 MILE TO A 3.5 FOOT CAIRN AND THE
 LM0661'STATION AS DESCRIBED.
 LM0661
 LM0661                          STATION RECOVERY (1971)
 LM0661
 LM0661'RECOVERY NOTE BY US FOREST SERVICE 1971
 LM0661'NO TEXT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0668 ***********************************************************************
 LM0668  DESIGNATION -  DUNN
 LM0668  PID         -  LM0668
 LM0668  STATE/COUNTY-  CO/RIO BLANCO
 LM0668  USGS QUAD   -  MEEKER (1966)
 LM0668
 LM0668                         *CURRENT SURVEY CONTROL
 LM0668  ___________________________________________________________________
 LM0668* NAD 83(1992)-  40 02 11.01494(N)    107 59 14.58701(W)     ADJUSTED  
 LM0668* NAVD 88     -      1922.1    (meters)    6306.     (feet)  VERTCON   
 LM0668  ___________________________________________________________________
 LM0668  LAPLACE CORR-           9.36  (seconds)                    DEFLEC99
 LM0668  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 LM0668
 LM0668  HORZ ORDER  -  THIRD
 LM0668
 LM0668.The horizontal coordinates were established by classical geodetic methods
 LM0668.and adjusted by the National Geodetic Survey in January 1993..
 LM0668
 LM0668.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0668
 LM0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0668
 LM0668.The geoid height was determined by GEOID03.
 LM0668
 LM0668;                    North         East     Units Scale Factor Converg.
 LM0668;SPC CO N     -   385,838.427   702,142.733   MT  0.99996381   -1 36 25.9
 LM0668;SPC CO N     - 1,265,871.57  2,303,613.28   sFT  0.99996381   -1 36 25.9
 LM0668;UTM  13      - 4,436,073.094   245,112.981   MT  1.00039986   -1 55 21.9
 LM0668;UTM  12      - 4,436,145.676   757,039.966   MT  1.00041343   +1 56 20.4
 LM0668
 LM0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0668!SPC CO N     -   0.99970104  x   0.99996381  =   0.99966486
 LM0668!UTM  13      -   0.99970104  x   1.00039986  =   1.00010078
 LM0668!UTM  12      -   0.99970104  x   1.00041343  =   1.00011435
 LM0668
 LM0668:                Primary Azimuth Mark                     Grid Az
 LM0668:SPC CO N     -  SUNNY                                    149 26 31.4
 LM0668:UTM  13      -  SUNNY                                    149 45 27.4
 LM0668:UTM  12      -  SUNNY                                    145 53 45.1
 LM0668
 LM0668|---------------------------------------------------------------------|
 LM0668| PID    Reference Object                     Distance      Geod. Az  |
 LM0668|                                                           dddmmss.s |
 LM0668| KL0758 SUNNY                               APPROX. 6.0 KM 1475005.5 |
 LM0668|---------------------------------------------------------------------|
 LM0668
 LM0668                          SUPERSEDED SURVEY CONTROL
 LM0668
 LM0668  NAD 83(1986)-  40 02 11.00871(N)    107 59 14.57996(W) AD(       ) 3
 LM0668  NAD 27      -  40 02 11.10653(N)    107 59 12.30194(W) AD(       ) 3
 LM0668  NGVD 29 (07/19/86) 1920.8    (m)         6302.     (f) VERT ANG       
 LM0668
 LM0668.Superseded values are not recommended for survey control.
 LM0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0668.See file dsdata.txt to determine how the superseded data were derived.
 LM0668
 LM0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE4511336073(NAD 83)
 LM0668_MARKER: DD = SURVEY DISK
 LM0668_SETTING: 66 = SET IN ROCK OUTCROP
 LM0668_SP_SET: SET IN ROCK OUTCROP
 LM0668_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LM0668+STABILITY: POSITION/ELEVATION WELL
 LM0668
 LM0668  HISTORY     - Date     Condition        Report By
 LM0668  HISTORY     - 1950     MONUMENTED       USGS
 LM0668
 LM0668                          STATION DESCRIPTION
 LM0668
 LM0668'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 LM0668'LOCATED IN THE SW. CORNER OF SEC. 21, T 1 N, R 94 W, AND ABOUT 1.75
 LM0668'MI. NW. OF INTERSECTION OF STATE HIGHWAY 13 AND 64, 20 FT. W. OF THE
 LM0668'NW. CORNER OF FIELD CORNER.
 LM0668'
 LM0668'TO REACH FROM INTERSECTION OF HIGHWAY 64 AND 13, PROCEED W. ON HIGHWAY
 LM0668'64 2.2 MI. TO RD. LEADING FROM HIGHWAY AND GOING NE., PROCEED ON THIS
 LM0668'RD. ABOUT 0.7 MI., THENCE CROSS COUNTRY TO STATION SITE.
 LM0668'
 LM0668'IN 1963 F.D. WEED REPORTED THAT STATION MARK AND REFERENCE MARK NO. 2
 LM0668'WERE NOT RECOVERED.  REFERENCE MARK NO. 1 FOUND IN GOOD CONDITION.
 LM0668'
 LM0668'STATION MARK--STANDARD USGS BRONZE TABLET, CEMENTED IN AN EMBEDDED
 LM0668'ROCK, STAMPED ---DUNN 1950---.  ROCK FLUSH WITH GROUND.
 LM0668'
 LM0668'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE MARK, CEMENTED IN A
 LM0668'ROCK, STAMPED ---DUNN NO. 1---, 240.50 FT. FROM STATION,
 LM0668'S 64 DEG 56 MIN W.
 LM0668'
 LM0668'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE MARK, CEMENTED IN A
 LM0668'ROCK, STAMPED ---DUNN NO. 2---, 180.85 FT. FROM STATION,
 LM0668'N 25 DEG 31 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9845 ***********************************************************************
 AG9845  DESIGNATION -  DURAN
 AG9845  PID         -  AG9845
 AG9845  STATE/COUNTY-  CO/MORGAN
 AG9845  USGS QUAD   -  PEACE VALLEY SCHOOL (1984)
 AG9845
 AG9845                         *CURRENT SURVEY CONTROL
 AG9845  ___________________________________________________________________
 AG9845* NAD 83(1992)-  40 27 02.24886(N)    103 46 17.91379(W)     ADJUSTED  
 AG9845* NAVD 88     -      1440.5    (meters)    4726.     (feet)  GPS OBS   
 AG9845  ___________________________________________________________________
 AG9845  X           -  -1,157,287.829 (meters)                     COMP
 AG9845  Y           -  -4,721,719.016 (meters)                     COMP
 AG9845  Z           -   4,117,111.314 (meters)                     COMP
 AG9845  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 AG9845  ELLIP HEIGHT-        1421.30  (meters)          (12/03/02) GPS OBS
 AG9845  GEOID HEIGHT-         -19.24  (meters)                     GEOID03
 AG9845
 AG9845  HORZ ORDER  -  FIRST
 AG9845  ELLP ORDER  -  FOURTH    CLASS II
 AG9845
 AG9845.The horizontal coordinates were established by GPS observations
 AG9845.and adjusted by the National Geodetic Survey in August 1998..
 AG9845
 AG9845.The orthometric height was determined by GPS observations and a
 AG9845.high-resolution geoid model.
 AG9845
 AG9845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9845
 AG9845.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9845
 AG9845.The ellipsoidal height was determined by GPS observations
 AG9845.and is referenced to NAD 83.
 AG9845
 AG9845.The geoid height was determined by GEOID03.
 AG9845
 AG9845;                    North         East     Units Scale Factor Converg.
 AG9845;SPC CO N     -   430,284.092 1,061,003.450   MT  0.99996292   +1 07 00.3
 AG9845;SPC CO N     - 1,411,690.39  3,480,975.49   sFT  0.99996292   +1 07 00.3
 AG9845;UTM  13      - 4,478,498.571   604,160.999   MT  0.99973355   +0 47 49.3
 AG9845
 AG9845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9845!SPC CO N     -   0.99977709  x   0.99996292  =   0.99974002
 AG9845!UTM  13      -   0.99977709  x   0.99973355  =   0.99951070
 AG9845
 AG9845                          SUPERSEDED SURVEY CONTROL
 AG9845
 AG9845  ELLIP H (08/11/98) 1421.27   (m)                       GP(       ) 4 1
 AG9845
 AG9845.Superseded values are not recommended for survey control.
 AG9845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9845.See file dsdata.txt to determine how the superseded data were derived.
 AG9845
 AG9845_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE0416178499(NAD 83)
 AG9845_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9845_STAMPING: DURAN 1997
 AG9845_MARK LOGO: NGS   
 AG9845_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9845+STABILITY: SURFACE MOTION
 AG9845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9845+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AG9845
 AG9845  HISTORY     - Date     Condition        Report By
 AG9845  HISTORY     - 1997     MONUMENTED       NGS
 AG9845
 AG9845                          STATION DESCRIPTION
 AG9845
 AG9845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AG9845'THE STATION IS LOCATED ABOUT 13 MI (20.9 KM) NORTH-NORTHEAST OF FORT
 AG9845'MORGAN, 13 MI (20.9 KM) NORTHEAST OF WELDONA AND 1.8 MI (2.9 KM) EAST
 AG9845'OF STATE HIGHWAY 52, IN THE NORTHEAST 1/4 OF SECTION 32, T 6 N, R 57
 AG9845'W.  OWNERSHIP--MORGAN COUNTY ROAD RIGHT-OF-WAY  TO REACH THE STATION
 AG9845'FROM THE INTERSECTION OF MORGAN COUNTY ROAD 23 AND MORGAN COUNTY ROAD
 AG9845'FF, ABOUT 14 MI (22.5 KM) NORTHEAST OF FORT MORGAN, GO WEST ON COUNTY
 AG9845'ROAD FF FOR 3.0 MI (4.8 KM) TO THE STATION ON THE LEFT  THE MARK IS A
 AG9845'STANDARD DISK SET IN THE TOP OF A 40 CM ROUND CONCRETE POST,
 AG9845'PROJECTING 2 CM ABOVE THE GROUND.  IT IS 43.4 M (142.4 FT)
 AG9845'WEST-SOUTHWEST FROM A POWER POLE NUMBER 39664, 10.3 MI (16.6 KM) SOUTH
 AG9845'FROM THE CENTER OF COUNTY ROAD FF, 0.7 M (2.3 FT) NORTH FROM THE
 AG9845'RIGHT-OF-WAY FENCE AND 0.6 M (2.0 FT) EAST-SOUTHEAST FROM A WITNESS
 AG9845'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0238 ***********************************************************************
 KK0238  DESIGNATION -  DUST
 KK0238  PID         -  KK0238
 KK0238  STATE/COUNTY-  CO/ELBERT
 KK0238  USGS QUAD   -  ELIZABETH (1994)
 KK0238
 KK0238                         *CURRENT SURVEY CONTROL
 KK0238  ___________________________________________________________________
 KK0238* NAD 83(1986)-  39 18 38.     (N)    104 33 43.     (W)     SCALED    
 KK0238* NAVD 88     -      2068.130  (meters)    6785.19   (feet)  POSTED    
 KK0238  ___________________________________________________________________
 KK0238  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 KK0238  DYNAMIC HT  -        2065.950 (meters)    6778.04  (feet)  COMP
 KK0238  MODELED GRAV-     979,500.2   (mgal)                       NAVD 88
 KK0238
 KK0238  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0238
 KK0238.The horizontal coordinates were scaled from a topographic map and have
 KK0238.an estimated accuracy of +/- 6 seconds.
 KK0238
 KK0238.The orthometric height was determined by differential leveling
 KK0238.and adjusted by the National Geodetic Survey in 1992..
 KK0238.No vertical observational check was made to the station.
 KK0238.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0238.was located on a no-check spur therefore a value was not computed.
 KK0238
 KK0238.The geoid height was determined by GEOID03.
 KK0238
 KK0238.The dynamic height is computed by dividing the NAVD 88
 KK0238.geopotential number by the normal gravity value computed on the
 KK0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0238.degrees latitude (g = 980.6199 gals.).
 KK0238
 KK0238.The modeled gravity was interpolated from observed gravity values.
 KK0238
 KK0238;                    North         East    Units  Estimated Accuracy
 KK0238;SPC CO C     -   469,200.      995,300.      MT  (+/- 180 meters Scaled)
 KK0238
 KK0238                          SUPERSEDED SURVEY CONTROL
 KK0238
 KK0238  NGVD 29 (??/??/92) 2067.090  (m)         6781.78   (f) ADJ UNCH    2 0
 KK0238
 KK0238.Superseded values are not recommended for survey control.
 KK0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0238.See file dsdata.txt to determine how the superseded data were derived.
 KK0238
 KK0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED377513(NAD 83)
 KK0238_MARKER: DS = TRIANGULATION STATION DISK
 KK0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0238_STAMPING: DUST 1960
 KK0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0238+STABILITY: SURFACE MOTION
 KK0238
 KK0238  HISTORY     - Date     Condition        Report By
 KK0238  HISTORY     - 1960     MONUMENTED       CGS
 KK0238  HISTORY     - 1961     GOOD             NGS
 KK0238  HISTORY     - 19910507 MARK NOT FOUND   USGS
 KK0238
 KK0238                          STATION DESCRIPTION
 KK0238
 KK0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KK0238'4.2 MI SE FROM ELIZABETH.
 KK0238'THE MARK IS AT LOWRY AFB ICBM SM-68 TITAN MISSILE SITE 849 C.
 KK0238'THE MARK IS SET IN THE TOP OF A 6-INCH CONCRETE CYLINDER WHICH IS
 KK0238'FLUSH WITH THE GROUND.  IT IS 3 FEET NORTH OF A WITNESS POST.
 KK0238
 KK0238                          STATION RECOVERY (1991)
 KK0238
 KK0238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 KK0238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0240 ***********************************************************************
 KK0240  DESIGNATION -  DUST RM 1
 KK0240  PID         -  KK0240
 KK0240  STATE/COUNTY-  CO/ELBERT
 KK0240  USGS QUAD   -  ELIZABETH (1994)
 KK0240
 KK0240                         *CURRENT SURVEY CONTROL
 KK0240  ___________________________________________________________________
 KK0240* NAD 83(1986)-  39 18 38.     (N)    104 33 43.     (W)     SCALED    
 KK0240* NAVD 88     -      2068.193  (meters)    6785.40   (feet)  POSTED    
 KK0240  ___________________________________________________________________
 KK0240  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 KK0240  DYNAMIC HT  -        2066.020 (meters)    6778.27  (feet)  COMP
 KK0240  MODELED GRAV-     979,500.2   (mgal)                       NAVD 88
 KK0240
 KK0240  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0240
 KK0240.The horizontal coordinates were scaled from a topographic map and have
 KK0240.an estimated accuracy of +/- 6 seconds.
 KK0240
 KK0240.The orthometric height was determined by differential leveling
 KK0240.and adjusted by the National Geodetic Survey in 1992..
 KK0240.No vertical observational check was made to the station.
 KK0240.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0240.was located on a no-check spur therefore a value was not computed.
 KK0240
 KK0240.The geoid height was determined by GEOID03.
 KK0240
 KK0240.The dynamic height is computed by dividing the NAVD 88
 KK0240.geopotential number by the normal gravity value computed on the
 KK0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0240.degrees latitude (g = 980.6199 gals.).
 KK0240
 KK0240.The modeled gravity was interpolated from observed gravity values.
 KK0240
 KK0240;                    North         East    Units  Estimated Accuracy
 KK0240;SPC CO C     -   469,200.      995,300.      MT  (+/- 180 meters Scaled)
 KK0240
 KK0240                          SUPERSEDED SURVEY CONTROL
 KK0240
 KK0240  NGVD 29 (??/??/92) 2067.154  (m)         6781.99   (f) ADJ UNCH    2 0
 KK0240
 KK0240.Superseded values are not recommended for survey control.
 KK0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0240.See file dsdata.txt to determine how the superseded data were derived.
 KK0240
 KK0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED377513(NAD 83)
 KK0240_MARKER: DR = REFERENCE MARK DISK
 KK0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0240_STAMPING: DUST NO 1 1960
 KK0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0240+STABILITY: SURFACE MOTION
 KK0240
 KK0240  HISTORY     - Date     Condition        Report By
 KK0240  HISTORY     - 1960     MONUMENTED       CGS
 KK0240  HISTORY     - 1961     GOOD             NGS
 KK0240
 KK0240                          STATION DESCRIPTION
 KK0240
 KK0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KK0240'4.2 MI SE FROM ELIZABETH.
 KK0240'THE MARK IS SET IN THE TOP OF A 6-INCH CONCRETE CYLINDER FLUSH
 KK0240'WITH THE GROUND AT LOWRY AFB ICBM SM-68 TITAN COMPLEX MISSILE
 KK0240'SITE 849 C, 19 FEET WEST OF A POWERLINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0239 ***********************************************************************
 KK0239  DESIGNATION -  DUST RM 2
 KK0239  PID         -  KK0239
 KK0239  STATE/COUNTY-  CO/ELBERT
 KK0239  USGS QUAD   -  ELIZABETH (1994)
 KK0239
 KK0239                         *CURRENT SURVEY CONTROL
 KK0239  ___________________________________________________________________
 KK0239* NAD 83(1986)-  39 18 38.     (N)    104 33 43.     (W)     SCALED    
 KK0239* NAVD 88     -      2068.545  (meters)    6786.55   (feet)  POSTED    
 KK0239  ___________________________________________________________________
 KK0239  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 KK0239  DYNAMIC HT  -        2066.370 (meters)    6779.42  (feet)  COMP
 KK0239  MODELED GRAV-     979,500.2   (mgal)                       NAVD 88
 KK0239
 KK0239  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0239
 KK0239.The horizontal coordinates were scaled from a topographic map and have
 KK0239.an estimated accuracy of +/- 6 seconds.
 KK0239
 KK0239.The orthometric height was determined by differential leveling
 KK0239.and adjusted by the National Geodetic Survey in 1992..
 KK0239.No vertical observational check was made to the station.
 KK0239.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0239.was located on a no-check spur therefore a value was not computed.
 KK0239
 KK0239.The geoid height was determined by GEOID03.
 KK0239
 KK0239.The dynamic height is computed by dividing the NAVD 88
 KK0239.geopotential number by the normal gravity value computed on the
 KK0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0239.degrees latitude (g = 980.6199 gals.).
 KK0239
 KK0239.The modeled gravity was interpolated from observed gravity values.
 KK0239
 KK0239;                    North         East    Units  Estimated Accuracy
 KK0239;SPC CO C     -   469,200.      995,300.      MT  (+/- 180 meters Scaled)
 KK0239
 KK0239                          SUPERSEDED SURVEY CONTROL
 KK0239
 KK0239  NGVD 29 (??/??/92) 2067.506  (m)         6783.14   (f) ADJ UNCH    2 0
 KK0239
 KK0239.Superseded values are not recommended for survey control.
 KK0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0239.See file dsdata.txt to determine how the superseded data were derived.
 KK0239
 KK0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED377513(NAD 83)
 KK0239_MARKER: DR = REFERENCE MARK DISK
 KK0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0239_STAMPING: DUST NO 2 1960
 KK0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0239+STABILITY: SURFACE MOTION
 KK0239
 KK0239  HISTORY     - Date     Condition        Report By
 KK0239  HISTORY     - 1960     MONUMENTED       CGS
 KK0239  HISTORY     - 1961     GOOD             NGS
 KK0239  HISTORY     - 19910507 MARK NOT FOUND   USGS
 KK0239
 KK0239                          STATION DESCRIPTION
 KK0239
 KK0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KK0239'4.2 MI SE FROM ELIZABETH.
 KK0239'THE MARK IS SET IN THE TOP OF A 6-INCH CONCRETE CYLINDER FLUSH WITH
 KK0239'THE GROUND AT LOWRY AFB ICBM SM-68 TITAN COMPLEX MISSILE SITE
 KK0239'848 C, 31 FEET SOUTH OF A WITNESS POST.
 KK0239
 KK0239                          STATION RECOVERY (1991)
 KK0239
 KK0239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 KK0239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0882 ***********************************************************************
 JJ0882  DESIGNATION -  DUSTY
 JJ0882  PID         -  JJ0882
 JJ0882  STATE/COUNTY-  CO/CHEYENNE
 JJ0882  USGS QUAD   -  NORTH OF CHIVINGTON (1982)
 JJ0882
 JJ0882                         *CURRENT SURVEY CONTROL
 JJ0882  ___________________________________________________________________
 JJ0882* NAD 83(1992)-  38 36 49.61543(N)    102 30 36.31903(W)     ADJUSTED  
 JJ0882* NAVD 88     -      1245.     (meters)    4085.     (feet)  SCALED    
 JJ0882  ___________________________________________________________________
 JJ0882  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 JJ0882  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 JJ0882
 JJ0882  HORZ ORDER  -  THIRD
 JJ0882
 JJ0882.The horizontal coordinates were established by classical geodetic methods
 JJ0882.and adjusted by the National Geodetic Survey in January 1993..
 JJ0882
 JJ0882.The orthometric height was scaled from a topographic map.
 JJ0882
 JJ0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0882
 JJ0882.The geoid height was determined by GEOID03.
 JJ0882
 JJ0882;                    North         East     Units Scale Factor Converg.
 JJ0882;SPC CO C     -   395,720.888 1,174,754.908   MT  0.99997184   +1 53 08.5
 JJ0882;SPC CO C     - 1,298,294.28  3,854,175.06   sFT  0.99997184   +1 53 08.5
 JJ0882;SPC CO S     -   525,077.553 1,174,774.659   MT  1.00003792   +1 50 02.2
 JJ0882;SPC CO S     - 1,722,691.94  3,854,239.86   sFT  1.00003792   +1 50 02.2
 JJ0882;UTM  13      - 4,276,859.691   716,788.236   MT  1.00017878   +1 33 16.1
 JJ0882
 JJ0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0882!SPC CO C     -   0.99980834  x   0.99997184  =   0.99978019
 JJ0882!SPC CO S     -   0.99980834  x   1.00003792  =   0.99984626
 JJ0882!UTM  13      -   0.99980834  x   1.00017878  =   0.99998709
 JJ0882
 JJ0882:                Primary Azimuth Mark                     Grid Az
 JJ0882:SPC CO C     -  FORWARD                                  007 42 12.9
 JJ0882:SPC CO S     -  FORWARD                                  007 45 19.2
 JJ0882:UTM  13      -  FORWARD                                  008 02 05.3
 JJ0882
 JJ0882|---------------------------------------------------------------------|
 JJ0882| PID    Reference Object                     Distance      Geod. Az  |
 JJ0882|                                                           dddmmss.s |
 JJ0882| JJ0750 FORWARD                             APPROX. 8.1 KM 0093521.4 |
 JJ0882| CM7988 DUSTY RM 1                           10.546 METERS 08441     |
 JJ0882| CM7987 DUSTY AZ MK                                        0890945.0 |
 JJ0882| CM7989 DUSTY RM 2                           17.292 METERS 17058     |
 JJ0882| JJ0881 T17 16S R46 45W SECS 1 6 31 36        8.210 METERS 17524     |
 JJ0882| CM7990 DUSTY RM 3                           17.415 METERS 17630     |
 JJ0882|---------------------------------------------------------------------|
 JJ0882
 JJ0882                          SUPERSEDED SURVEY CONTROL
 JJ0882
 JJ0882  NAD 83(1986)-  38 36 49.61356(N)    102 30 36.31540(W) AD(       ) 3
 JJ0882  NAD 27      -  38 36 49.57736(N)    102 30 34.63764(W) AD(       ) 3
 JJ0882
 JJ0882.Superseded values are not recommended for survey control.
 JJ0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0882.See file dsdata.txt to determine how the superseded data were derived.
 JJ0882
 JJ0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC1678876860(NAD 83)
 JJ0882_MARKER: DS = TRIANGULATION STATION DISK
 JJ0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0882
 JJ0882  HISTORY     - Date     Condition        Report By
 JJ0882  HISTORY     - 1954     MONUMENTED       CGS
 JJ0882  HISTORY     - 1967     GOOD             CGS
 JJ0882
 JJ0882                          STATION DESCRIPTION
 JJ0882
 JJ0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0882'THE STATION IS LOCATED ON OR NEAR THE KIOWA-CHEYENNE COUNTY
 JJ0882'LINE ABOUT 12 MILES AIRLINE NORTH OF CHIVINGTON, ABOUT 12
 JJ0882'MILES AIRLINE NORTH-NORTHWEST OF BRANDON, AND ABOUT 15 MILES
 JJ0882'AIRLINE NORTHWEST OF SHERIDAN LAKE.
 JJ0882'
 JJ0882'THE STATION IS A STANDARD DISK, STAMPED DUSTY 1954 AND SET IN
 JJ0882'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 JJ0882'4 INCHES.  IT IS 15 FEET NORTH OF THE CENTERLINE OF THE DIRT
 JJ0882'ROAD, 2-1/2 FEET SOUTH OF A WIRE FENCE, AND 9 FEET SOUTHWEST
 JJ0882'OF A WITNESS POST.
 JJ0882'
 JJ0882'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED DUSTY NO 1 1954
 JJ0882'AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 JJ0882'PROJECTS 4 INCHES.  IT IS 17 FEET NORTH OF THE CENTERLINE OF
 JJ0882'THE ROAD, 1 FOOT SOUTH OF A WIRE FENCE, AND ABOUT THE SAME
 JJ0882'ELEVATION AS THE STATION.
 JJ0882'
 JJ0882'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED DUSTY NO 2 1954
 JJ0882'AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 JJ0882'PROJECTS 6 INCHES.  IT IS 42 FEET SOUTH OF THE CENTER LINE
 JJ0882'OF THE ROAD, AND ABOUT THE SAME ELEVATION AS THE STATION.
 JJ0882'
 JJ0882'THE GENERAL LAND OFFICE MARK IS A STANDARD GLO CAP DISK THAT
 JJ0882'IS STAMPED T16S, R46W, R45W, S36, S31, S1, S6, T17S, R46W, R45W,
 JJ0882'1918 AND RIVETED TO THE TOP OF A 2-INCH IRON PIPE THAT PROJECTS
 JJ0882'2 INCHES.  IT IS 11 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 JJ0882'AND ABOUT THE SAME ELEVATION AS THE STATION.
 JJ0882'
 JJ0882'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED DUSTY 1954 AND
 JJ0882'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 JJ0882'PROJECTS 3 INCHES.  IT IS 30 FEET SOUTH OF THE CENTERLINE OF
 JJ0882'THE ROAD, 7-1/2 FEET NORTH OF A WIRE FENCE.  TO REACH THE
 JJ0882'MARK FROM THE STATION GO EAST ON THE ROAD FOR 0.4 MILE TO THE
 JJ0882'MARK ON THE RIGHT.
 JJ0882'
 JJ0882'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BRANDON GO
 JJ0882'EAST ON STATE HIGHWAY 96 FOR 0.2 MILE.  TURN LEFT, NORTH,
 JJ0882'AND GO 11.4 MILES TO THE KIOWA-CHEYENNE COUNTY LINE.  TURN
 JJ0882'LEFT, WEST, AND GO 4.0 MILES TO THE MARK ON THE RIGHT.
 JJ0882'
 JJ0882'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JJ0882
 JJ0882                          STATION RECOVERY (1967)
 JJ0882
 JJ0882'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 JJ0882'STATION AND R.M. NO. 1 RECOVERED AND FOUND IN GOOD CONDITION.
 JJ0882'R.M. NO. 2 HAD BEEN DESTROYED.  THE AZIMUTH MARK AND THE SECTION
 JJ0882'CORNER MARK WERE SEARCHED FOR BUT WERE NOT RECOVERED.  IT WAS
 JJ0882'THOUGHT THAT THESE MARKS HAD BEEN DESTROYED.  A NEW AZIMUTH MARK
 JJ0882'COULD NOT BE ESTABLISHED AT THIS TIME AS NO OBJECTS WERE VISIBLE
 JJ0882'FROM THE GROUND.
 JJ0882'
 JJ0882'TO REACH FROM BRANDON, FROM THE CROSSROADS ABOUT MIDWAY BETWEEN
 JJ0882'TWO ELEVATORS, GO NORTH ON GRAVEL ROAD FOR 11.4 MILES TO
 JJ0882'CROSSROADS THE THE KIOWA-CHEYENNE COUNTY LINE, TURN LEFT AND
 JJ0882'GO WEST FOR 4.0 MILES TO THE STATION ON THE RIGHT.
 JJ0882'
 JJ0882'THE STATION MARK IS 25 FEET NORTH OF THE CENTERLINE OF THE
 JJ0882'ROAD AND 4 FEET SOUTH OF AN EAST-WEST FENCE.  THE MARK PROJECTS
 JJ0882'2 INCHES AND THE DISK IS STAMPED DUSTY 1954.
 JJ0882'
 JJ0882'R.M. NO. 1 IS 27 FEET NORTH OF THE CENTERLINE OF THE ROAD
 JJ0882'AND 2 FEET SOUTH OF THE FENCE.  THE MARK PROJECTS 2 INCHES AND
 JJ0882'THE DISK IS STAMPED DUSTY NO 1 1954.
 JJ0882'
 JJ0882'R.M. NO. 3 IS 32 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 JJ0882'25 FEET EAST OF THE CENTERLINE OF A FIELD ROAD, 2 FEET WEST
 JJ0882'OF A METAL WITNESS POST AND 1.5 FEET EAST OF A WOODEN POST.
 JJ0882'IT IS A STANDARD REFERENCE MARK DISK BRAZED TO THE TOP OF A
 JJ0882'2-INCH PIPE WHICH PROJECTS 6 INCHES.  THE DISK IS STAMPED
 JJ0882'DUSTY 1954 NO 3 1967.
 JJ0882'
 JJ0882'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES
 JJ0882'NORTH OF CHIVINGTON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0776 ***********************************************************************
 JL0776  DESIGNATION -  DUTCH
 JL0776  PID         -  JL0776
 JL0776  STATE/COUNTY-  CO/GUNNISON
 JL0776  USGS QUAD   -  GATEVIEW (1982)
 JL0776
 JL0776                         *CURRENT SURVEY CONTROL
 JL0776  ___________________________________________________________________
 JL0776* NAD 83(1992)-  38 16 22.94712(N)    107 10 14.17604(W)     ADJUSTED  
 JL0776* NAVD 88     -      2794.0    (meters)    9167.     (feet)  VERTCON   
 JL0776  ___________________________________________________________________
 JL0776  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 JL0776  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 JL0776
 JL0776  HORZ ORDER  -  THIRD
 JL0776
 JL0776.The horizontal coordinates were established by classical geodetic methods
 JL0776.and adjusted by the National Geodetic Survey in January 1993..
 JL0776
 JL0776.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0776
 JL0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0776
 JL0776.The geoid height was determined by GEOID03.
 JL0776
 JL0776;                    North         East     Units Scale Factor Converg.
 JL0776;SPC CO C     -   354,956.282   768,216.703   MT  1.00003949   -1 03 13.1
 JL0776;SPC CO C     - 1,164,552.40  2,520,390.97   sFT  1.00003949   -1 03 13.1
 JL0776;UTM  13      - 4,238,338.567   310,124.805   MT  1.00004402   -1 20 41.6
 JL0776
 JL0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0776!SPC CO C     -   0.99956409  x   1.00003949  =   0.99960356
 JL0776!UTM  13      -   0.99956409  x   1.00004402  =   0.99960809
 JL0776
 JL0776:                Primary Azimuth Mark                     Grid Az
 JL0776:SPC CO C     -  POWDER                                   109 44 17.5
 JL0776:UTM  13      -  POWDER                                   110 01 46.0
 JL0776
 JL0776|---------------------------------------------------------------------|
 JL0776| PID    Reference Object                     Distance      Geod. Az  |
 JL0776|                                                           dddmmss.s |
 JL0776| JL0771 POWDER                              APPROX. 4.3 KM 1084104.4 |
 JL0776|---------------------------------------------------------------------|
 JL0776
 JL0776                          SUPERSEDED SURVEY CONTROL
 JL0776
 JL0776  NAD 83(1986)-  38 16 22.94371(N)    107 10 14.18400(W) AD(       ) 3
 JL0776  NAD 27      -  38 16 22.96521(N)    107 10 11.99186(W) AD(       ) 3
 JL0776  NGVD 29 (07/19/86) 2792.4    (m)         9161.     (f) VERT ANG       
 JL0776
 JL0776.Superseded values are not recommended for survey control.
 JL0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0776.See file dsdata.txt to determine how the superseded data were derived.
 JL0776
 JL0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC1012538339(NAD 83)
 JL0776_MARKER: DD = SURVEY DISK
 JL0776_SETTING: 80 = SET IN A BOULDER
 JL0776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0776+STABILITY: SURFACE MOTION
 JL0776
 JL0776  HISTORY     - Date     Condition        Report By
 JL0776  HISTORY     - 1950     MONUMENTED       USGS
 JL0776
 JL0776                          STATION DESCRIPTION
 JL0776
 JL0776'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JL0776'STATION LOCATED APROX. 15 MI. AIRLINE SE. OF SAPINERO,COLORADO, 14.7
 JL0776'MI. AIRLINE SW. OF IOLA, COLORADO, IN T. 46 N., R. 3W., SEC.1, ON
 JL0776'HIGHEST POINT OF SMALL TOP ON N. SIDE OF LOW SADDLE.
 JL0776'
 JL0776'TO REACH FROM P.O. AT POWDERHORN, COLORADO, GO W. 0.4 MI. TO
 JL0776'INTERSECTION OF STATE HWY. 149 GO N. AND W. ALONG HWY. 149 3.5 MI. TO
 JL0776'CREST OF HILL AND TRACK RD. S.THENCE LEFT S.ALONG TRACK RD. 0.55 MI.
 JL0776'LEAVE RD. AT THIS POINT, GO ACROSS COUNTRY TO RIGHT S.W. 0.3 MI. TO
 JL0776'SMALL TOP ON N. SIDE OF SMALL SADDLE AND STATION SITE.
 JL0776'
 JL0776'STATION MARK - STANDARD TABLET STAMPED --- C-DUTCH 1950 ---, CEMENTED
 JL0776'IN BURIED BOULDER.
 JL0776'
 JL0776'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2149 ***********************************************************************
 KK2149  DESIGNATION -  DVX A
 KK2149  PID         -  KK2149
 KK2149  STATE/COUNTY-  CO/DENVER
 KK2149  USGS QUAD   -  MILE HIGH LAKES (1994)
 KK2149
 KK2149                         *CURRENT SURVEY CONTROL
 KK2149  ___________________________________________________________________
 KK2149* NAD 83(1992)-  39 53 49.35015(N)    104 41 19.25474(W)     ADJUSTED  
 KK2149* NAVD 88     -      1627.6    (meters)    5340.     (feet)  VERTCON   
 KK2149  ___________________________________________________________________
 KK2149  X           -  -1,242,802.952 (meters)                     COMP
 KK2149  Y           -  -4,741,098.503 (meters)                     COMP
 KK2149  Z           -   4,070,254.146 (meters)                     COMP
 KK2149  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 KK2149  ELLIP HEIGHT-        1609.68  (meters)          (12/03/02) GPS OBS
 KK2149  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 KK2149
 KK2149  HORZ ORDER  -  FIRST
 KK2149  ELLP ORDER  -  FOURTH    CLASS II
 KK2149
 KK2149.This mark is at Denver Intl Airport (DEN)
 KK2149
 KK2149.The horizontal coordinates were established by GPS observations
 KK2149.and adjusted by the National Geodetic Survey in March 1993..
 KK2149
 KK2149.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2149
 KK2149.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK2149
 KK2149.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2149
 KK2149.The ellipsoidal height was determined by GPS observations
 KK2149.and is referenced to NAD 83.
 KK2149
 KK2149.The geoid height was determined by GEOID03.
 KK2149
 KK2149;                    North         East     Units Scale Factor Converg.
 KK2149;SPC CO C     -   534,208.314   983,788.680   MT  1.00003240   +0 30 42.1
 KK2149;SPC CO C     - 1,752,648.44  3,227,646.69   sFT  1.00003240   +0 30 42.1
 KK2149;UTM  13      - 4,416,376.334   526,613.913   MT  0.99960872   +0 11 58.9
 KK2149
 KK2149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2149!SPC CO C     -   0.99974754  x   1.00003240  =   0.99977993
 KK2149!UTM  13      -   0.99974754  x   0.99960872  =   0.99935636
 KK2149
 KK2149                          SUPERSEDED SURVEY CONTROL
 KK2149
 KK2149  ELLIP H (03/31/93) 1609.69   (m)                       GP(       ) 4 2
 KK2149  NGVD 29 (03/31/93) 1626.7    (m)         5337.     (f) GPS OBS        
 KK2149
 KK2149.Superseded values are not recommended for survey control.
 KK2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2149.See file dsdata.txt to determine how the superseded data were derived.
 KK2149
 KK2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE2661416376(NAD 83)
 KK2149_MARKER: DD = SURVEY DISK
 KK2149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK2149_SP_SET: CONCRETE POST
 KK2149_STAMPING: DVX A 1992
 KK2149_MARK LOGO: NGS   
 KK2149_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK2149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK2149+STABILITY: SURFACE MOTION
 KK2149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK2149+SATELLITE: SATELLITE OBSERVATIONS - 1992
 KK2149
 KK2149  HISTORY     - Date     Condition        Report By
 KK2149  HISTORY     - 1992     MONUMENTED       NOS
 KK2149  HISTORY     - 19940615 GOOD             NGS
 KK2149
 KK2149                          STATION DESCRIPTION
 KK2149
 KK2149'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 KK2149'THE STATION IS LOCATED AT THE DENVER INTERNATIONAL AIRPORT NEAR THE
 KK2149'NORTH END OF RUNWAY 16L-34R.
 KK2149'E STATION IS 526.6 FT (160.5 M) WEST OF AND ON LINE WITH THE RUNWAY
 KK2149'END OF 16L AND APPROXIMATELY 30 FT (9.1 M) EAST OF A STEEP BANK.
 KK2149'THE STATION IS A NOS DISK SET IN THE TOP OF A 12 INCH CONCRETE
 KK2149'MONUMENT 1.21 FT (0.37 M) BELOW GROUND LEVEL.  A 5 INCH CAST IRON
 KK2149'SLEEVE WAS SET ATOP THE STATION AND BACKFILLED WITH GRAVEL AND
 KK2149'CONCRETE TO PROTECT THE STATION.  A -LAND CORNER- CAP COVERS THE
 KK2149'MARK.  (THIS CAP MAY BE CHANGED BY THE DENVER INTERNATIONAL AIPORTS
 KK2149'PROJECT MANAGEMENT TEAM SURVEYORS AT A LATER DATE).
 KK2149'AN UPDATED DESCRIPTION SHOULD BE MADE WHEN CONSTRUCTION IN AREA IS
 KK2149'COMPLETED.
 KK2149
 KK2149                          STATION RECOVERY (1994)
 KK2149
 KK2149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 KK2149'THE STATION IS LOCATED AT THE DENVER INTL AIRPORT AT THE NORTH END OF
 KK2149'RUNWAY 16L-34R.  THE STATION IS 526.6 FT (160.5 M) WEST OF AND ON LINE
 KK2149'WITH THE END OF RUNWAY 16L AND APPROXIMATELY 30 FT (9.1 M) EAST OF A
 KK2149'STEEP BANK.  THE STATION IS NOS DISK SET IN THE TOP OF A 12 INCH
 KK2149'CONCRETE MONUMENT 1.21 FT (0.37 M) BELOW THE GROUND.  A FIVE INCH CAST
 KK2149'IRON SURVEY SLEEVE WAS SET ATOP OF STATION AND BACK-FILLED WITH GRAVEL
 KK2149'AND CONCRETE TO PROTECT STATION.  THE STATION IS BENEATH A LAND CORNER
 KK2149'CAP.  THE STATION IS STAMPED DVX A 1992.  NOTE, THIS DISCRIPTION
 KK2149'SHOULD BE UPDATED DURING THE NEXT SURVEY, AFTER CONSTRUCTION HAS BEEN
 KK2149'FINISHED IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2148 ***********************************************************************
 KK2148  DESIGNATION -  DVX B
 KK2148  PID         -  KK2148
 KK2148  STATE/COUNTY-  CO/DENVER
 KK2148  USGS QUAD   -  MILE HIGH LAKES (1994)
 KK2148
 KK2148                         *CURRENT SURVEY CONTROL
 KK2148  ___________________________________________________________________
 KK2148* NAD 83(1992)-  39 53 12.16262(N)    104 41 23.27792(W)     ADJUSTED  
 KK2148* NAVD 88     -      1635.5    (meters)    5366.     (feet)  GPS OBS   
 KK2148  ___________________________________________________________________
 KK2148  X           -  -1,243,083.530 (meters)                     COMP
 KK2148  Y           -  -4,741,791.789 (meters)                     COMP
 KK2148  Z           -   4,069,378.933 (meters)                     COMP
 KK2148  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 KK2148  ELLIP HEIGHT-        1617.50  (meters)          (12/03/02) GPS OBS
 KK2148  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 KK2148
 KK2148  HORZ ORDER  -  FIRST
 KK2148  ELLP ORDER  -  FOURTH    CLASS II
 KK2148
 KK2148.This mark is at Denver Intl Airport (DEN)
 KK2148
 KK2148.The horizontal coordinates were established by GPS observations
 KK2148.and adjusted by the National Geodetic Survey in March 1993..
 KK2148
 KK2148.The orthometric height was determined by GPS observations and a
 KK2148.high-resolution geoid model.
 KK2148
 KK2148.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK2148
 KK2148.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2148
 KK2148.The ellipsoidal height was determined by GPS observations
 KK2148.and is referenced to NAD 83.
 KK2148
 KK2148.The geoid height was determined by GEOID03.
 KK2148
 KK2148;                    North         East     Units Scale Factor Converg.
 KK2148;SPC CO C     -   533,060.519   983,703.335   MT  1.00002991   +0 30 39.5
 KK2148;SPC CO C     - 1,748,882.72  3,227,366.69   sFT  1.00002991   +0 30 39.5
 KK2148;UTM  13      - 4,415,229.505   526,522.357   MT  0.99960866   +0 11 56.1
 KK2148
 KK2148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2148!SPC CO C     -   0.99974631  x   1.00002991  =   0.99977621
 KK2148!UTM  13      -   0.99974631  x   0.99960866  =   0.99935507
 KK2148
 KK2148                          SUPERSEDED SURVEY CONTROL
 KK2148
 KK2148  ELLIP H (03/31/93) 1617.61   (m)                       GP(       ) 4 2
 KK2148  NGVD 29 (03/31/93) 1634.6    (m)         5363.     (f) GPS OBS        
 KK2148
 KK2148.Superseded values are not recommended for survey control.
 KK2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2148.See file dsdata.txt to determine how the superseded data were derived.
 KK2148
 KK2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE2652215230(NAD 83)
 KK2148_MARKER: DW = NOS HYDROGRAPHIC SURVEY DISK
 KK2148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK2148_SP_SET: CONCRETE POST
 KK2148_STAMPING: DVX B 1992
 KK2148_MARK LOGO: NOS   
 KK2148_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK2148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK2148+STABILITY: SURFACE MOTION
 KK2148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK2148+SATELLITE: SATELLITE OBSERVATIONS - January 16, 1996
 KK2148
 KK2148  HISTORY     - Date     Condition        Report By
 KK2148  HISTORY     - 1992     MONUMENTED       NOS
 KK2148  HISTORY     - 19940615 GOOD             NGS
 KK2148  HISTORY     - 19960116 GOOD             MSAM
 KK2148
 KK2148                          STATION DESCRIPTION
 KK2148
 KK2148'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 KK2148'THE STATION IS LOCATED AT THE DENVER INTERNATIONAL AIRPORT, 3760 FT
 KK2148'(1146.1 M) SOUTH OF THE RUNWAY END OF 16L AND 840 FT (256.0 M) WEST
 KK2148'OF THE CENTERLINE OF RUNWAY 16L-34R.
 KK2148'THE STATION IS A NOS DISK SET IN THE TOP OF A 12 INCH CONCRETE
 KK2148'MONUMENT SET FLUSH WITH THE GROUND.
 KK2148'AN UPDATED DESCRIPTION SHOULD BE MADE WHEN CONSTRUCTION IN THE AREA IS
 KK2148'COMPLETED.
 KK2148
 KK2148                          STATION RECOVERY (1994)
 KK2148
 KK2148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 KK2148'THIS STATION IS LOCATED AT THE DENVER INTL AIRPORT 3760 FT (1146.1 M)
 KK2148'SOUTH OF THE RUNWAY END 16L AND 840 WEST OF THE CENTERLINE OF RUNWAY
 KK2148'16L-34R.  THE STATION IS NOS DISK SET IN THE TOP OF A 12 INCH CONCRETE
 KK2148'MONUMENT FLUSH WITH THE GROUND AND IS STAMPED DVX B 1992. THIS STATION
 KK2148'IS SCHEDULED FOR REMOVAL BY DECEMBER 1992.  NOTE, THIS DESCRIPTION
 KK2148'SHOULD BE UPDATED DURING THE NEXT SURVEY, AFTER CONSTRUCTION HAS BEEN
 KK2148'FINISHED IN THE AREA.
 KK2148
 KK2148                          STATION RECOVERY (1996)
 KK2148
 KK2148'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1996 (RSC)
 KK2148'THE STATION IS LOCATED AT THE NEW DENVER INTERNATIONAL AIRPORT ABOUT
 KK2148'2.8 MI (4.5 KM) EAST OF TOWER ROAD, 2.7 MI (4.3 KM) NORTH-NORTHWEST OF
 KK2148'TERMINAL BUILDING AND 1.8 MI (2.9 KM) SOUTH OF 120TH AVENUE, IN THE
 KK2148'SOUTHWEST 1/4 OF SECTION 8, T 2 S, R 65 W.  OWNERSHIP--CITY AND COUNTY
 KK2148'OF DENVER INTERNATIONAL AIRPORT, MR.  KEN CONLAN, 303-342-8665  TO
 KK2148'REACH THE STATION FROM THE INTERSECTION OF NEWBERN STREET AND WD TAXI
 KK2148'WAY, CONTENENTAL HANGER ROAD, GO NORTH ON NEWBERN STREET FOR 1.05 MI
 KK2148'(1.69 KM) TO GATE P-25.  TURN LEFT, NORTH, BEFORE PASSING THROUGH GATE
 KK2148'FOR 0.6 MI (1.0 KM) TO THE POINT WHERE THE ROAD TURNS WEST.  CONTINUE
 KK2148'AHEAD, WEST, FOR 0.4 MI (0.6 KM) ALONG THE NORTHERN PERIMETER FENCE TO
 KK2148'A SIDE ROAD LEFT.  TURN LEFT, SOUTH, 1.25 MI (2.01 KM) TO THE STATION
 KK2148'ON THE RIGHT ON THE TOP OF THE HIGHEST POINT IN THE AREA  THE MARK IS
 KK2148'A NOS DISK SET IN THE TOP OF A CONCRETE POST 1-INCH BELOW GROUND.  IT
 KK2148'IS 3760 FT (1146.1 M) SOUTH OF THE RUNWAY END OF 16 L AND 840 FT
 KK2148'(256.0 M) WEST OF THE CENTERLINE OF RUNWAY 16L-34R, 61.6 M (202.1 FT)
 KK2148'WEST OF THE CENTER OF A VEHICLE SERVICE ROAD, KELLMAN STREET, 56.5 M
 KK2148'(185.4 FT) WEST OF VEHICLE SERVICE ROAD SNOW FENCE, 1.4 M (4.6 FT)
 KK2148'WEST OF A FENCE POST WITH PVC PIPE, 1.35 M (4.43 FT) SOUTH-SOUTHEAST
 KK2148'OF A METAL POST, 0.95 M (3.12 FT) NORTH OF A METAL POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2152 ***********************************************************************
 KK2152  DESIGNATION -  DVX C
 KK2152  PID         -  KK2152
 KK2152  STATE/COUNTY-  CO/DENVER
 KK2152  USGS QUAD   -  DENVER INTERNATIONAL AIRPORT (1994)
 KK2152
 KK2152                         *CURRENT SURVEY CONTROL
 KK2152  ___________________________________________________________________
 KK2152* NAD 83(1992)-  39 49 52.83639(N)    104 39 31.72919(W)     ADJUSTED  
 KK2152* NAVD 88     -      1652.320  (meters)    5420.99   (feet)  ADJUSTED  
 KK2152  ___________________________________________________________________
 KK2152  X           -  -1,241,519.579 (meters)                     COMP
 KK2152  Y           -  -4,746,288.653 (meters)                     COMP
 KK2152  Z           -   4,064,669.450 (meters)                     COMP
 KK2152  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 KK2152  ELLIP HEIGHT-        1634.37  (meters)          (12/03/02) GPS OBS
 KK2152  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 KK2152  DYNAMIC HT  -        1650.777 (meters)    5415.92  (feet)  COMP
 KK2152  MODELED GRAV-     979,633.7   (mgal)                       NAVD 88
 KK2152
 KK2152  HORZ ORDER  -  FIRST
 KK2152  VERT ORDER  -  SECOND    CLASS I
 KK2152  ELLP ORDER  -  FOURTH    CLASS II
 KK2152
 KK2152.This mark is at Denver Intl Airport (DEN)
 KK2152
 KK2152.The horizontal coordinates were established by GPS observations
 KK2152.and adjusted by the National Geodetic Survey in March 1993..
 KK2152
 KK2152.The orthometric height was determined by differential leveling
 KK2152.and adjusted by the National Geodetic Survey in July 2006..
 KK2152
 KK2152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK2152
 KK2152.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2152
 KK2152.The ellipsoidal height was determined by GPS observations
 KK2152.and is referenced to NAD 83.
 KK2152
 KK2152.The geoid height was determined by GEOID03.
 KK2152
 KK2152.The dynamic height is computed by dividing the NAVD 88
 KK2152.geopotential number by the normal gravity value computed on the
 KK2152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK2152.degrees latitude (g = 980.6199 gals.).
 KK2152
 KK2152.The modeled gravity was interpolated from observed gravity values.
 KK2152
 KK2152;                    North         East     Units Scale Factor Converg.
 KK2152;SPC CO C     -   526,937.068   986,410.590   MT  1.00001711   +0 31 49.9
 KK2152;SPC CO C     - 1,728,792.70  3,236,248.74   sFT  1.00001711   +0 31 49.9
 KK2152;UTM  13      - 4,409,093.942   529,195.119   MT  0.99961049   +0 13 06.7
 KK2152
 KK2152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2152!SPC CO C     -   0.99974366  x   1.00001711  =   0.99976077
 KK2152!UTM  13      -   0.99974366  x   0.99961049  =   0.99935425
 KK2152
 KK2152                          SUPERSEDED SURVEY CONTROL
 KK2152
 KK2152  ELLIP H (03/31/93) 1634.44   (m)                       GP(       ) 4 2
 KK2152  NGVD 29 (03/31/93) 1651.3    (m)         5418.     (f) GPS OBS        
 KK2152
 KK2152.Superseded values are not recommended for survey control.
 KK2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2152.See file dsdata.txt to determine how the superseded data were derived.
 KK2152
 KK2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE2919509094(NAD 83)
 KK2152_MARKER: DJ = TIDAL STATION DISK
 KK2152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK2152_SP_SET: CONCRETE POST
 KK2152_STAMPING: DVX C 1992
 KK2152_MARK LOGO: NOS   
 KK2152_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK2152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK2152+STABILITY: SURFACE MOTION
 KK2152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK2152+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2005
 KK2152
 KK2152  HISTORY     - Date     Condition        Report By
 KK2152  HISTORY     - 1992     MONUMENTED       NOS
 KK2152  HISTORY     - 19940615 GOOD             NGS
 KK2152  HISTORY     - 20051021 GOOD             WOOLPT
 KK2152
 KK2152                          STATION DESCRIPTION
 KK2152
 KK2152'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 KK2152'THE STATION IS LOCATED AT THE DENVER INTERNATIONAL AIRPORT, 1104 FT
 KK2152'(336.5 M) NORTH OF THE RUNWAY END 35L AND 488 FT (148.7 M) EAST OF
 KK2152'THE CENTERLINE OF RUNWAY 17R-35L.
 KK2152'THE STATION IS 68.2 FT (20.8 M) EAST OF THE GLIDE SLOPE ANTENNA
 KK2152'SERVING RUNWAY 35L.
 KK2152'THE STATION IS A NOS DISK SET IN THE TOP OF A 12 INCH CONCRETE
 KK2152'MONUMENT FLUSHED WITH THE GROUND.
 KK2152'AN UPDATED DESCRIPTION SHOULD BE BADE WHEN CONSTRUCTION IN AREA IS
 KK2152'COMPLETED.
 KK2152
 KK2152                          STATION RECOVERY (1994)
 KK2152
 KK2152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 KK2152'THE STATION IS LOCATED AT THE DENVER INTL AIRPORT, 1104 FT (336.5 M)
 KK2152'NORTH OF THE RUNWAY END 35L AND 488 EAST OF THE CENTERLINE OF RUNWAY
 KK2152'17R-34L.  THE STATION IS 68.2 FT (20.8 M) EAST OF THE CENTER OF THE
 KK2152'GLIDE SLOPE ANTENNA SERVING 35L.  THE STATION IS NOS DISK SET IN THE
 KK2152'TOP OF A 12 INCH CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS
 KK2152'STAMPED DVX C 1992.  NOTE, THIS DESCRIPTION SHOULD BE UPDATED DURING
 KK2152'THE NEXT SURVEY, AFTER CONSTRUCTION HAS BEEN FINISHED IN THE AREA.
 KK2152
 KK2152                          STATION RECOVERY (2005)
 KK2152
 KK2152'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (CRR)
 KK2152'DESCRIBED BY WOOLPERT, INC. 2005 (CRR)
 KK2152' 
 KK2152'THE STATION IS LOCATED 21.9 KM (13.6 MI) SOUTHEAST OF THE CITY OF
 KK2152'BRIGHTON, 3.7 KM (2.3 MI)  NORTH OF THE INTERSECTION OF EAST 56TH
 KK2152'AVENUE AND VALLEY HEAD STREET, AND 2.4 KM (1.5 MI)  SOUTHEAST OF THE
 KK2152'DIA TERMINAL.  OWNERSHIP - CITY AND COUNTY OF DENVER INTERNATIONAL
 KK2152'AIRPORT, MR. KEN CONLAN, (303)342-8665.
 KK2152' 
 KK2152'TO REACH THE STATION FROM THE INTERSECTION OF PENA BOULEVARD AND
 KK2152'JACKSON GAP ROAD,  HEAD SOUTH, THEN EAST, 3 KM (1.9 MI) UNTIL YOU
 KK2152'REACH DIA GATE 7, CONTINUE EAST THROUGH THE  GATE 0.3 KM (0.2 MI) AND
 KK2152'TURN RIGHT ON EAST 70TH AVENUE (ALLIUM STREET), TRAVEL EAST THEN
 KK2152'NORTH 1.7 KM (1.0 MI) TO A GRAVEL DRIVE ON THE LEFT LEADING TO A TOWER
 KK2152'AND STRIPED  BUILDINGS. FOLLOW THE GRAVEL DRIVE TO THE STATION ON THE
 KK2152'LEFT.
 KK2152' 
 KK2152'THE STATION IS THE TOP CENTER OF A 3 1/4 INCH NATIONAL OCEAN SERVICE
 KK2152'BRASS CAP  SURROUNDED BY CONCRETE SET FLUSH WITH GROUND.  IT IS 78 M
 KK2152'(255 FT) SOUTH OF THE SOUTH  EDGE OF TAXIWAY EA, 46.4 M (150 FT) WEST
 KK2152'OF ALLIUM STREET,  21 M (75 FT) EAST  OF A RADIO TOWER, AND 0.6 M (2.0
 KK2152'FT) SOUTH OF A T POST WITH A 4.0 FOOT TALL PVC PIPE COVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2147 ***********************************************************************
 KK2147  DESIGNATION -  DVX D
 KK2147  PID         -  KK2147
 KK2147  STATE/COUNTY-  CO/DENVER
 KK2147  USGS QUAD   -  HORSE CREEK (1952)
 KK2147
 KK2147                         *CURRENT SURVEY CONTROL
 KK2147  ___________________________________________________________________
 KK2147* NAD 83(1992)-  39 52 43.39864(N)    104 37 23.52452(W)     ADJUSTED  
 KK2147* NAVD 88     -      1612.7    (meters)    5291.     (feet)  VERTCON   
 KK2147  ___________________________________________________________________
 KK2147  X           -  -1,237,710.247 (meters)                     COMP
 KK2147  Y           -  -4,743,767.049 (meters)                     COMP
 KK2147  Z           -   4,068,683.310 (meters)                     COMP
 KK2147  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 KK2147  ELLIP HEIGHT-        1594.59  (meters)          (12/03/02) GPS OBS
 KK2147  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 KK2147
 KK2147  HORZ ORDER  -  FIRST
 KK2147  ELLP ORDER  -  FOURTH    CLASS II
 KK2147
 KK2147.This mark is at Denver Intl Airport (DEN)
 KK2147
 KK2147.The horizontal coordinates were established by GPS observations
 KK2147.and adjusted by the National Geodetic Survey in March 1993..
 KK2147
 KK2147.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2147
 KK2147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK2147
 KK2147.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2147
 KK2147.The ellipsoidal height was determined by GPS observations
 KK2147.and is referenced to NAD 83.
 KK2147
 KK2147.The geoid height was determined by GEOID03.
 KK2147
 KK2147;                    North         East     Units Scale Factor Converg.
 KK2147;SPC CO C     -   532,226.279   989,408.283   MT  1.00002800   +0 33 10.8
 KK2147;SPC CO C     - 1,746,145.72  3,246,083.68   sFT  1.00002800   +0 33 10.8
 KK2147;UTM  13      - 4,414,364.601   532,220.298   MT  0.99961278   +0 14 29.7
 KK2147
 KK2147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2147!SPC CO C     -   0.99974990  x   1.00002800  =   0.99977790
 KK2147!UTM  13      -   0.99974990  x   0.99961278  =   0.99936278
 KK2147
 KK2147                          SUPERSEDED SURVEY CONTROL
 KK2147
 KK2147  ELLIP H (03/31/93) 1594.68   (m)                       GP(       ) 4 2
 KK2147  NGVD 29 (03/31/93) 1611.8    (m)         5288.     (f) GPS OBS        
 KK2147
 KK2147.Superseded values are not recommended for survey control.
 KK2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2147.See file dsdata.txt to determine how the superseded data were derived.
 KK2147
 KK2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE3222014365(NAD 83)
 KK2147_MARKER: DD = SURVEY DISK
 KK2147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK2147_SP_SET: CONCRETE POST
 KK2147_STAMPING: DVX D 1992
 KK2147_MARK LOGO: NGS   
 KK2147_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK2147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK2147+STABILITY: SURFACE MOTION
 KK2147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK2147+SATELLITE: SATELLITE OBSERVATIONS - 1992
 KK2147
 KK2147  HISTORY     - Date     Condition        Report By
 KK2147  HISTORY     - 1992     MONUMENTED       NOS
 KK2147  HISTORY     - 19940615 GOOD             NGS
 KK2147
 KK2147                          STATION DESCRIPTION
 KK2147
 KK2147'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 KK2147'THE STATION IS LOCATED AT THE DENVER INTERNATIONAL AIRPORT, 1290 FT
 KK2147'(393.2 M) WEST OF THE CENTERLINE END OF RUNWAY 26L AND 538 FT
 KK2147'(164.0 M) NORTH OF THE CENTERLINE OF 8R-26L.
 KK2147'THE STATION IS 108 FT (32.9 M) NORTHWEST OF THE NORTHWEST CORNER OF
 KK2147'THE GLIDE SLOPE EQUIPMENT BUILDING AND 148.96 FT (45.40 M) NORTHWEST
 KK2147'OF THE GLIDE SLOPE ANTENNA.
 KK2147'THE STATION IS A NOS DISK SET IN THE TOP OF A 12 INCH CONCRETE
 KK2147'MONUMENT FLUSH WITH THE GROUND.
 KK2147'AN UPDATED DESCRIPTION SHOULD BE MADE WHEN CONSTRUCTION IN AREA IS
 KK2147'COMPLETED.
 KK2147
 KK2147                          STATION RECOVERY (1994)
 KK2147
 KK2147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 KK2147'THE STATION IS LOCATED AT THE DENVER INTL AIRPORT, 1290 FT (393.2 M)
 KK2147'WEST OF THE RUNWAY END 26L AND 538 FT (164.0 M) NORTH OF THE
 KK2147'CENTERLINE OF RUNWAY 8R-26L.  THE STATION IS 108 FT (32.9 M) NORTHWEST
 KK2147'OF THE NORTHWEST CORNER OF GS BUILDING, AND 148.96 FT (45.40 M)
 KK2147'NORTHWEST OF THE GLIDE SLOPE ANTENNA SERVING RUNWAY 26L. THE STATION
 KK2147'IS NOS DISK SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT FLUSH WITH
 KK2147'THE GROUND AND IS STAMPED DVX D 1992.  NOTE, THIS DESCRIPTION SHOULD
 KK2147'BE UPDATED DURING THE NEXT SURVEY, AFTER CONSTRUCTION HAS BEEN
 KK2147'FINISHED IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2145 ***********************************************************************
 KK2145  DESIGNATION -  DVX E
 KK2145  PID         -  KK2145
 KK2145  STATE/COUNTY-  CO/DENVER
 KK2145  USGS QUAD   -  DENVER INTERNATIONAL AIRPORT (1994)
 KK2145
 KK2145                         *CURRENT SURVEY CONTROL
 KK2145  ___________________________________________________________________
 KK2145* NAD 83(1992)-  39 52 12.96909(N)    104 39 20.68972(W)     ADJUSTED  
 KK2145* NAVD 88     -      1637.9    (meters)    5374.     (feet)  VERTCON   
 KK2145  ___________________________________________________________________
 KK2145  X           -  -1,240,561.860 (meters)                     COMP
 KK2145  Y           -  -4,743,664.314 (meters)                     COMP
 KK2145  Z           -   4,067,979.121 (meters)                     COMP
 KK2145  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 KK2145  ELLIP HEIGHT-        1619.95  (meters)          (12/03/02) GPS OBS
 KK2145  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 KK2145
 KK2145  HORZ ORDER  -  FIRST
 KK2145  ELLP ORDER  -  FOURTH    CLASS II
 KK2145
 KK2145.This mark is at Denver Intl Airport (DEN)
 KK2145
 KK2145.The horizontal coordinates were established by GPS observations
 KK2145.and adjusted by the National Geodetic Survey in March 1993..
 KK2145
 KK2145.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2145
 KK2145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK2145
 KK2145.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2145
 KK2145.The ellipsoidal height was determined by GPS observations
 KK2145.and is referenced to NAD 83.
 KK2145
 KK2145.The geoid height was determined by GEOID03.
 KK2145
 KK2145;                    North         East     Units Scale Factor Converg.
 KK2145;SPC CO C     -   531,261.405   986,632.923   MT  1.00002601   +0 31 56.9
 KK2145;SPC CO C     - 1,742,980.13  3,236,978.18   sFT  1.00002601   +0 31 56.9
 KK2145;UTM  13      - 4,413,415.228   529,440.886   MT  0.99961067   +0 13 14.5
 KK2145
 KK2145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2145!SPC CO C     -   0.99974593  x   1.00002601  =   0.99977193
 KK2145!UTM  13      -   0.99974593  x   0.99961067  =   0.99935669
 KK2145
 KK2145                          SUPERSEDED SURVEY CONTROL
 KK2145
 KK2145  ELLIP H (03/31/93) 1620.14   (m)                       GP(       ) 4 2
 KK2145  NGVD 29 (03/31/93) 1637.0    (m)         5371.     (f) GPS OBS        
 KK2145
 KK2145.Superseded values are not recommended for survey control.
 KK2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2145.See file dsdata.txt to determine how the superseded data were derived.
 KK2145
 KK2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE2944113415(NAD 83)
 KK2145_MARKER: DD = SURVEY DISK
 KK2145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK2145_SP_SET: CONCRETE POST
 KK2145_STAMPING: DVX E 1992
 KK2145_MARK LOGO: NGS   
 KK2145_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK2145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK2145+STABILITY: SURFACE MOTION
 KK2145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK2145+SATELLITE: SATELLITE OBSERVATIONS - 1992
 KK2145
 KK2145  HISTORY     - Date     Condition        Report By
 KK2145  HISTORY     - 1992     MONUMENTED       NOS
 KK2145  HISTORY     - 19920615 GOOD             NGS
 KK2145
 KK2145                          STATION DESCRIPTION
 KK2145
 KK2145'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 KK2145'THE STATION IS LOCATED AT THE DENVER INTERNATIONAL AIRPORT 2654 FT
 KK2145'(808.9 M) WEST OF THE CENTERLINE END OF 8R AND 1820 FT (554.7 M)
 KK2145'SOUTH OF THE CENTERLINE OF 8R-26L.
 KK2145'THE STATION IS ON A HILL BETWEEN THE NORTH END OF 17R-35L AND 8R-26L
 KK2145'AND WILL BE APPROXIMATELY 235 FT (71.6 M) WEST OF THE
 KK2145'SOUTHWESTERN-MOST RTR TOWER.
 KK2145'THE STATION IS A NOS DISK SET IN A 12 INCH CONCRETE MONUMENT FLUSH
 KK2145'WITH THE GROUND.
 KK2145'AN UPDATED DESCRIPTION SHOULD BE MADE WHEN CONSTRUCTION IN AREA IS
 KK2145'COMPLETED.
 KK2145
 KK2145                          STATION RECOVERY (1992)
 KK2145
 KK2145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 KK2145'THE STATION IS LOCATED AT THE DENVER INTL AIRPORT, 3698 FT (1127.2 M)
 KK2145'EAST OF THE RUNWAY END 8R AND 1820 FT (554.7 M) SOUTH OF THE
 KK2145'CENTERLINE OF RUNWAY 8R-26L.  THE STATION WILL BE APPROXIMATELY 235 FT
 KK2145'(71.6 M) WEST OF SOUTHWEST RTR TOWER.  THE STATION IS NOS DISK SET IN
 KK2145'THE TOP OF A 12 INCH CONCRETE MONUMENT FLUSH WITH THE GROUND AND
 KK2145'STAMPED DVX E 1992.  NOTE, THIS DESCRIPTION SHOULD BE UPDATED DURING
 KK2145'THE NEXT SURVEY, AFTER CONSTRUCTION HAS BEEN FINISHED IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2144 ***********************************************************************
 KK2144  DESIGNATION -  DVX F
 KK2144  PID         -  KK2144
 KK2144  STATE/COUNTY-  CO/DENVER
 KK2144  USGS QUAD   -  DENVER INTERNATIONAL AIRPORT (1994)
 KK2144
 KK2144                         *CURRENT SURVEY CONTROL
 KK2144  ___________________________________________________________________
 KK2144* NAD 83(1992)-  39 50 06.47655(N)    104 38 23.36530(W)     ADJUSTED  
 KK2144* NAVD 88     -      1633.1    (meters)    5358.     (feet)  VERTCON   
 KK2144  ___________________________________________________________________
 KK2144  X           -  -1,239,874.550 (meters)                     COMP
 KK2144  Y           -  -4,746,424.775 (meters)                     COMP
 KK2144  Z           -   4,064,980.249 (meters)                     COMP
 KK2144  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 KK2144  ELLIP HEIGHT-        1615.11  (meters)          (12/03/02) GPS OBS
 KK2144  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 KK2144
 KK2144  HORZ ORDER  -  FIRST
 KK2144  ELLP ORDER  -  FOURTH    CLASS II
 KK2144
 KK2144.This mark is at Denver Intl Airport (DEN)
 KK2144
 KK2144.The horizontal coordinates were established by GPS observations
 KK2144.and adjusted by the National Geodetic Survey in March 1993..
 KK2144
 KK2144.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2144
 KK2144.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK2144
 KK2144.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2144
 KK2144.The ellipsoidal height was determined by GPS observations
 KK2144.and is referenced to NAD 83.
 KK2144
 KK2144.The geoid height was determined by GEOID03.
 KK2144
 KK2144;                    North         East     Units Scale Factor Converg.
 KK2144;SPC CO C     -   527,372.970   988,032.172   MT  1.00001795   +0 32 33.0
 KK2144;SPC CO C     - 1,730,222.82  3,241,568.88   sFT  1.00001795   +0 32 33.0
 KK2144;UTM  13      - 4,409,520.837   530,818.390   MT  0.99961169   +0 13 50.6
 KK2144
 KK2144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2144!SPC CO C     -   0.99974668  x   1.00001795  =   0.99976463
 KK2144!UTM  13      -   0.99974668  x   0.99961169  =   0.99935847
 KK2144
 KK2144                          SUPERSEDED SURVEY CONTROL
 KK2144
 KK2144  ELLIP H (03/31/93) 1615.18   (m)                       GP(       ) 4 2
 KK2144  NGVD 29 (03/31/93) 1632.2    (m)         5355.     (f) GPS OBS        
 KK2144
 KK2144.Superseded values are not recommended for survey control.
 KK2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2144.See file dsdata.txt to determine how the superseded data were derived.
 KK2144
 KK2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE3081809521(NAD 83)
 KK2144_MARKER: DD = SURVEY DISK
 KK2144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK2144_SP_SET: CONCRETE POST
 KK2144_STAMPING: DVX F 1992
 KK2144_MARK LOGO: NGS   
 KK2144_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK2144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK2144+STABILITY: SURFACE MOTION
 KK2144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK2144+SATELLITE: SATELLITE OBSERVATIONS - 1992
 KK2144
 KK2144  HISTORY     - Date     Condition        Report By
 KK2144  HISTORY     - 1992     MONUMENTED       NOS
 KK2144  HISTORY     - 19940615 GOOD             NGS
 KK2144
 KK2144                          STATION DESCRIPTION
 KK2144
 KK2144'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 KK2144'THE STATION IS LOCATED AT THE DENVER INTERNATIONAL AIRPORT, 1133 FT
 KK2144'(345.3 M) NORTH OF THE CENTERLINE END OF RUNWAY 35R AND 530 FT
 KK2144'(161.5 M) EAST OF THE CENTERLINE OF 17L-35R.
 KK2144'THE STATION IS 109.95 FEETNORTHEAST OF THE GLIDE SLOPE ANTENNA SERVING
 KK2144'RUNWAY 35R.
 KK2144'THE STATION IS A NOS DISK SET IN A 12 INCH CONCRETE MONUMENT FLUSH
 KK2144'WITH THE GROUND.
 KK2144'AN UPDATED DESCRIPTION SHOULD BE MADE WHEN CONSTRUCTION IN AREA IS
 KK2144'COMPLETED.
 KK2144
 KK2144                          STATION RECOVERY (1994)
 KK2144
 KK2144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 KK2144'THE STATION IS LOCATED AT THE DENVER INTL AIRPORT, 1133 FT (345.3 M)
 KK2144'NORTH OF THE RUNWAY END 35L AND 530 FT (161.5 M) EAST OF THE
 KK2144'CENTERLINE OF RUNWAY 17L-35R.  THE STATION IS 109.95 FT (33.51 M)
 KK2144'NORTHEAST OF THE GLIDE SLOPE ANTENNA SERVING RUNWAY 35R.  THE STATION
 KK2144'IS NOS DISK SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT FLUSH WITH
 KK2144'THE GROUND AND IS STAMPED DVX F 1992.  NOTE, THIS DESCRIPTION SHOULD
 KK2144'BE UPDATED DURING THE NEXT SURVEY, AFTER CONSTRUCTION HAS BEEN
 KK2144'FINISHED IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5237 ***********************************************************************
 AE5237  DESIGNATION -  DVX H
 AE5237  PID         -  AE5237
 AE5237  STATE/COUNTY-  CO/DENVER
 AE5237  USGS QUAD   -  MONTBELLO (1994)
 AE5237
 AE5237                         *CURRENT SURVEY CONTROL
 AE5237  ___________________________________________________________________
 AE5237* NAD 83(1992)-  39 49 18.77500(N)    104 45 11.07991(W)     ADJUSTED  
 AE5237* NAVD 88     -      1653.549  (meters)    5425.02   (feet)  ADJUSTED  
 AE5237  ___________________________________________________________________
 AE5237  X           -  -1,249,498.228 (meters)                     COMP
 AE5237  Y           -  -4,744,891.487 (meters)                     COMP
 AE5237  Z           -   4,063,863.333 (meters)                     COMP
 AE5237  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 AE5237  ELLIP HEIGHT-        1635.74  (meters)          (12/03/02) GPS OBS
 AE5237  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 AE5237  DYNAMIC HT  -        1651.998 (meters)    5419.93  (feet)  COMP
 AE5237  MODELED GRAV-     979,630.3   (mgal)                       NAVD 88
 AE5237
 AE5237  HORZ ORDER  -  FIRST
 AE5237  VERT ORDER  -  SECOND    CLASS I
 AE5237  ELLP ORDER  -  FOURTH    CLASS II
 AE5237
 AE5237.This mark is at Denver Intl Airport (DEN)
 AE5237
 AE5237.The horizontal coordinates were established by GPS observations
 AE5237.and adjusted by the National Geodetic Survey in January 1998..
 AE5237
 AE5237.The orthometric height was determined by differential leveling
 AE5237.and adjusted by the National Geodetic Survey in July 2006..
 AE5237
 AE5237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5237
 AE5237.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5237
 AE5237.The ellipsoidal height was determined by GPS observations
 AE5237.and is referenced to NAD 83.
 AE5237
 AE5237.The geoid height was determined by GEOID03.
 AE5237
 AE5237.The dynamic height is computed by dividing the NAVD 88
 AE5237.geopotential number by the normal gravity value computed on the
 AE5237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5237.degrees latitude (g = 980.6199 gals.).
 AE5237
 AE5237.The modeled gravity was interpolated from observed gravity values.
 AE5237
 AE5237;                    North         East     Units Scale Factor Converg.
 AE5237;SPC CO C     -   525,816.033   978,350.055   MT  1.00001501   +0 28 15.9
 AE5237;SPC CO C     - 1,725,114.77  3,209,803.47   sFT  1.00001501   +0 28 15.9
 AE5237;UTM  13      - 4,408,017.322   521,131.883   MT  0.99960550   +0 09 29.3
 AE5237
 AE5237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5237!SPC CO C     -   0.99974345  x   1.00001501  =   0.99975845
 AE5237!UTM  13      -   0.99974345  x   0.99960550  =   0.99934905
 AE5237
 AE5237                          SUPERSEDED SURVEY CONTROL
 AE5237
 AE5237  ELLIP H (01/12/98) 1635.78   (m)                       GP(       ) 4 1
 AE5237
 AE5237.Superseded values are not recommended for survey control.
 AE5237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5237.See file dsdata.txt to determine how the superseded data were derived.
 AE5237
 AE5237_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE2113208017(NAD 83)
 AE5237_MARKER: F = FLANGE-ENCASED ROD
 AE5237_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5237_STAMPING: DVX H 1995
 AE5237_MARK LOGO: NGS   
 AE5237_PROJECTION: FLUSH
 AE5237_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5237+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 AE5237_ROD/PIPE-DEPTH: 4.0  meters
 AE5237_SLEEVE-DEPTH  : .9 meters
 AE5237
 AE5237  HISTORY     - Date     Condition        Report By
 AE5237  HISTORY     - 1995     MONUMENTED       NGS
 AE5237  HISTORY     - 20010303 MARK NOT FOUND   METRSC
 AE5237  HISTORY     - 20030909 GOOD             INDIV
 AE5237  HISTORY     - 20051026 GOOD             WOOLPT
 AE5237
 AE5237                          STATION DESCRIPTION
 AE5237
 AE5237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 AE5237'THE STATION IS LOCATED AT THE NEW DENVER INTERNATIONAL AIRPORT ABOUT
 AE5237'4.5 MI (7.2 KM) WEST-SOUTHWEST OF THE TERMINAL BUILDING, 4.4 MI (7.1
 AE5237'KM) NORTH-NORTHEAST OF THE INTERSECTION OF INTERSTATE 70 AND PENA
 AE5237'BLVD., 1.7 MI (2.7 KM) WEST-SOUTHWEST OF THE TOLL PLAZA ON PENA BLVD.,
 AE5237'IN THE NORTHWEST 1/4 OF SECTION 2, T 3 S, R 66 W. OWNERSHIP--CITY AND
 AE5237'COUNTY OF DENVER INTERNATIONAL AIRPORT., MR.  KEN CONLAN, 303-342-8665
 AE5237'TO REACH THE STATION FROM THE INTERSECTION OF TOWER ROAD AND 72ND
 AE5237'AVENUE, 0.45 MI (0.72 KM) SOUTH OF THE CENTER OF THE INTERSECTION OF
 AE5237'PENA BLVD.  AND TOWER ROAD, GO EAST ON 72ND AVENUE FOR 1.0 MI (1.6 KM)
 AE5237'TO A FENCE CORNER AND FIELD ROAD RIGHT.  TURN RIGHT, SOUTH, FOR 0.4 MI
 AE5237'(0.6 KM) TO THE STATION ON THE RIGHT  THE MARK IS A PUNCH HOLE, TOP
 AE5237'CENTER ON A 4.0 M (13.1 FT) LONG STAINLESS STEEL ROD DRIVEN TO
 AE5237'REFUSAL, ENCASED IN A 0.9 M (3.0 FT) LONG GREASED 1-INCH PVC PIPE,
 AE5237'ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A CONCRETE
 AE5237'COLLAR FLUSH WITH THE GROUND.  IT IS 7.1 M (23.3 FT) NORTHWEST OF A
 AE5237'DMWW MANHOLE COVER, 6.5 M (21.3 FT) NORTH OF A WATER VENT PIPE NUMBER
 AE5237'STA 180+88, 5.5 M (18.0 FT) WEST OF THE CENTER OF A DIRT ROAD, 1.3 M
 AE5237'(4.3 FT) WEST OF A 3-WIRE FENCE, 0.9 M (3.0 FT) NORTH OF A WITNESS
 AE5237'POST, 0.8 M (2.6 FT) SOUTH OF A WITNESS POST AND A MAGNET WAS DROPPED
 AE5237'IN THE HOLE.
 AE5237
 AE5237                          STATION RECOVERY (2001)
 AE5237
 AE5237'RECOVERY NOTE BY METROPOLITAN STATE COLLEGE OF DENVER 2001 (HWS)
 AE5237'MARK NOT FOUND.
 AE5237
 AE5237                          STATION RECOVERY (2003)
 AE5237
 AE5237'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MSJ)
 AE5237'RECOVERED IN GOOD CONDITION.
 AE5237
 AE5237                          STATION RECOVERY (2005)
 AE5237
 AE5237'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (CRR)
 AE5237'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5238 ***********************************************************************
 AE5238  DESIGNATION -  DVX J
 AE5238  PID         -  AE5238
 AE5238  STATE/COUNTY-  CO/DENVER
 AE5238  USGS QUAD   -  DENVER INTERNATIONAL AIRPORT (1994)
 AE5238
 AE5238                         *CURRENT SURVEY CONTROL
 AE5238  ___________________________________________________________________
 AE5238* NAD 83(1992)-  39 49 57.88995(N)    104 42 37.24567(W)     ADJUSTED  
 AE5238* NAVD 88     -      1644.615  (meters)    5395.71   (feet)  ADJUSTED  
 AE5238  ___________________________________________________________________
 AE5238  X           -  -1,245,761.081 (meters)                     COMP
 AE5238  Y           -  -4,745,067.822 (meters)                     COMP
 AE5238  Z           -   4,064,784.264 (meters)                     COMP
 AE5238  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 AE5238  ELLIP HEIGHT-        1626.71  (meters)          (12/03/02) GPS OBS
 AE5238  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 AE5238  DYNAMIC HT  -        1643.076 (meters)    5390.66  (feet)  COMP
 AE5238  MODELED GRAV-     979,632.5   (mgal)                       NAVD 88
 AE5238
 AE5238  HORZ ORDER  -  FIRST
 AE5238  VERT ORDER  -  SECOND    CLASS I
 AE5238  ELLP ORDER  -  FOURTH    CLASS II
 AE5238
 AE5238.This mark is at Denver Intl Airport (DEN)
 AE5238
 AE5238.The horizontal coordinates were established by GPS observations
 AE5238.and adjusted by the National Geodetic Survey in January 1998..
 AE5238
 AE5238.The orthometric height was determined by differential leveling
 AE5238.and adjusted by the National Geodetic Survey in July 2006..
 AE5238
 AE5238.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5238
 AE5238.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5238
 AE5238.The ellipsoidal height was determined by GPS observations
 AE5238.and is referenced to NAD 83.
 AE5238
 AE5238.The geoid height was determined by GEOID03.
 AE5238
 AE5238.The dynamic height is computed by dividing the NAVD 88
 AE5238.geopotential number by the normal gravity value computed on the
 AE5238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5238.degrees latitude (g = 980.6199 gals.).
 AE5238
 AE5238.The modeled gravity was interpolated from observed gravity values.
 AE5238
 AE5238;                    North         East     Units Scale Factor Converg.
 AE5238;SPC CO C     -   527,053.332   981,997.983   MT  1.00001742   +0 29 52.9
 AE5238;SPC CO C     - 1,729,174.14  3,221,771.72   sFT  1.00001742   +0 29 52.9
 AE5238;UTM  13      - 4,409,234.193   524,785.013   MT  0.99960756   +0 11 07.9
 AE5238
 AE5238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5238!SPC CO C     -   0.99974486  x   1.00001742  =   0.99976228
 AE5238!UTM  13      -   0.99974486  x   0.99960756  =   0.99935252
 AE5238
 AE5238                          SUPERSEDED SURVEY CONTROL
 AE5238
 AE5238  ELLIP H (01/12/98) 1626.76   (m)                       GP(       ) 4 1
 AE5238
 AE5238.Superseded values are not recommended for survey control.
 AE5238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5238.See file dsdata.txt to determine how the superseded data were derived.
 AE5238
 AE5238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE2478509234(NAD 83)
 AE5238_MARKER: F = FLANGE-ENCASED ROD
 AE5238_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5238_STAMPING: DVX J 1995
 AE5238_MARK LOGO: NGS   
 AE5238_PROJECTION: FLUSH
 AE5238_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5238+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 AE5238_ROD/PIPE-DEPTH: 5.2  meters
 AE5238_SLEEVE-DEPTH  : 0.9 meters
 AE5238
 AE5238  HISTORY     - Date     Condition        Report By
 AE5238  HISTORY     - 1995     MONUMENTED       NGS
 AE5238  HISTORY     - 20010303 GOOD             METRSC
 AE5238  HISTORY     - 20051026 GOOD             WOOLPT
 AE5238
 AE5238                          STATION DESCRIPTION
 AE5238
 AE5238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 AE5238'THE STATION IS LOCATED AT THE NEW DENVER INTERNATIONAL AIRPORT ABOUT
 AE5238'6.3 MI (10.1 KM) NORTHEAST OF THE INTERSECTION OF INTERSTATE 70 AND
 AE5238'PENA BLVD., 2.2 MI (3.5 KM) SOUTHWEST OF THE TERMINAL BUILDING AND 2.0
 AE5238'MI (3.2 KM) WEST-NORTHWEST OF THE TRACON BUILDING, IN THE SOUTHWEST
 AE5238'1/4 OF SECTION 31, T 2 S, R 65 W.  OWNERSHIP--CITY AND COUNTY OF
 AE5238'DENVER INTERNATIONAL AIRPORT., MR.  KEN CONLAN, 303-342-8665  TO REACH
 AE5238'THE STATION FROM THE EASTBOUND PENA BLVD.  OFF RAMP CAR RENTAL RETURN
 AE5238'EXIT, TAKE THE EXIT EASTERLY FOR 0.6 MI (1.0 KM) TO GUN CLUB ROAD.
 AE5238'CONTINUE AHEAD THROUGH THE INTERSECTION, EAST, AS THE ROAD TURNS INTO
 AE5238'75TH AVENUE FOR 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT  THE MARK
 AE5238'IS A PUNCH HOLE, TOP CENTER ON A 5.2 M (17.1 FT) LONG STAINLESS STEEL
 AE5238'ROD DRIVEN TO REFUSAL, ENCASED IN A 0.9 M (3.0 FT) LONG GREASED 1-INCH
 AE5238'PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A
 AE5238'CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 36.4 M (119.4 FT)
 AE5238'SOUTH-SOUTHEAST OF THE CENTER OF 75TH AVENUE, 8.6 M (28.2 FT)
 AE5238'WEST-SOUTHWEST OF A DIA COMMUNICATIONS MANHOLE COVER, 1.0 M (3.3 FT)
 AE5238'EAST OF A WITNESS POST, 0.9 M (3.0 FT) WEST-SOUTHWEST OF A WITNESS
 AE5238'POST ON A SMALL HILL SOUTH OF THE RENTAL CAR FACILITY.
 AE5238
 AE5238                          STATION RECOVERY (2001)
 AE5238
 AE5238'RECOVERY NOTE BY METROPOLITAN STATE COLLEGE OF DENVER 2001 (HWS)
 AE5238'RECOVERED IN GOOD CONDITION.
 AE5238
 AE5238                          STATION RECOVERY (2005)
 AE5238
 AE5238'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (CRR)
 AE5238'RECOVERY NOTE BY WOOLPERT, INC. 2005 (CRR) RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5239 ***********************************************************************
 AE5239  DESIGNATION -  DVX K
 AE5239  PID         -  AE5239
 AE5239  STATE/COUNTY-  CO/DENVER
 AE5239  USGS QUAD   -  MILE HIGH LAKES (1994)
 AE5239
 AE5239                         *CURRENT SURVEY CONTROL
 AE5239  ___________________________________________________________________
 AE5239* NAD 83(1992)-  39 53 52.81256(N)    104 43 09.95665(W)     ADJUSTED  
 AE5239* NAVD 88     -      1615.646  (meters)    5300.67   (feet)  ADJUSTED  
 AE5239  ___________________________________________________________________
 AE5239  X           -  -1,245,327.562 (meters)                     COMP
 AE5239  Y           -  -4,740,355.634 (meters)                     COMP
 AE5239  Z           -   4,070,328.391 (meters)                     COMP
 AE5239  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 AE5239  ELLIP HEIGHT-        1597.67  (meters)          (12/03/02) GPS OBS
 AE5239  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 AE5239  DYNAMIC HT  -        1614.157 (meters)    5295.78  (feet)  COMP
 AE5239  MODELED GRAV-     979,647.9   (mgal)                       NAVD 88
 AE5239
 AE5239  HORZ ORDER  -  FIRST
 AE5239  VERT ORDER  -  SECOND    CLASS I
 AE5239  ELLP ORDER  -  FOURTH    CLASS II
 AE5239
 AE5239.This mark is at Denver Intl Airport (DEN)
 AE5239
 AE5239.The horizontal coordinates were established by GPS observations
 AE5239.and adjusted by the National Geodetic Survey in January 1998..
 AE5239
 AE5239.The orthometric height was determined by differential leveling
 AE5239.and adjusted by the National Geodetic Survey in July 2006..
 AE5239
 AE5239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5239
 AE5239.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5239
 AE5239.The ellipsoidal height was determined by GPS observations
 AE5239.and is referenced to NAD 83.
 AE5239
 AE5239.The geoid height was determined by GEOID03.
 AE5239
 AE5239.The dynamic height is computed by dividing the NAVD 88
 AE5239.geopotential number by the normal gravity value computed on the
 AE5239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5239.degrees latitude (g = 980.6199 gals.).
 AE5239
 AE5239.The modeled gravity was interpolated from observed gravity values.
 AE5239
 AE5239;                    North         East     Units Scale Factor Converg.
 AE5239;SPC CO C     -   534,292.061   981,157.932   MT  1.00003264   +0 29 32.3
 AE5239;SPC CO C     - 1,752,923.20  3,219,015.65   sFT  1.00003264   +0 29 32.3
 AE5239;UTM  13      - 4,416,474.371   523,984.778   MT  0.99960708   +0 10 47.9
 AE5239
 AE5239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5239!SPC CO C     -   0.99974942  x   1.00003264  =   0.99978205
 AE5239!UTM  13      -   0.99974942  x   0.99960708  =   0.99935660
 AE5239
 AE5239                          SUPERSEDED SURVEY CONTROL
 AE5239
 AE5239  ELLIP H (01/12/98) 1597.74   (m)                       GP(       ) 4 1
 AE5239
 AE5239.Superseded values are not recommended for survey control.
 AE5239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5239.See file dsdata.txt to determine how the superseded data were derived.
 AE5239
 AE5239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE2398516474(NAD 83)
 AE5239_MARKER: F = FLANGE-ENCASED ROD
 AE5239_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5239_STAMPING: DVX K 1995
 AE5239_MARK LOGO: NGS   
 AE5239_PROJECTION: FLUSH
 AE5239_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5239+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 AE5239_ROD/PIPE-DEPTH: 7.3  meters
 AE5239_SLEEVE-DEPTH  : .9 meters
 AE5239
 AE5239  HISTORY     - Date     Condition        Report By
 AE5239  HISTORY     - 1995     MONUMENTED       NGS
 AE5239  HISTORY     - 20051026 GOOD             WOOLPT
 AE5239
 AE5239                          STATION DESCRIPTION
 AE5239
 AE5239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 AE5239'THE STATION IS LOCATED AT THE NEW DENVER INTERNATIONAL AIRPORT ABOUT
 AE5239'5.2 MI (8.4 KM) NORTHEAST OF THE INTERSECTION OF PENA BLVD.  AND TOWER
 AE5239'ROAD, 4.1 MI (6.6 KM) NORTHWEST OF THE TERMINAL BUILDING AND 2.5 MI
 AE5239'(4.0 KM) WEST OF THE FUEL FARM, IN THE NORTHEAST 1/4 OF SECTION 12, T
 AE5239'2 S, R 66 W.  OWNERSHIP--CITY AND COUNTY OF DENVER INTERNATIONAL
 AE5239'AIRPORT., MR.  KEN CONLAN, 303-342-8665  TO REACH THE STATION FROM THE
 AE5239'INTERSECTION OF PENA BLVD.  AND TOWER ROAD, GO NORTH ON TOWER ROAD FOR
 AE5239'2.45 MI (3.94 KM) TO THE INTERSECTION OF 96TH AVENUE.  TURN RIGHT,
 AE5239'EAST ON 96TH AVENUE FOR 2.0 MI (3.2 KM) TO A CURVE NORTH.  AT THIS
 AE5239'POINT THE ROAD TURNS INTO QUINCY STREET.  CONTINUE ON THE ROAD NORTH
 AE5239'FOR 1.6 MI (2.6 KM) TO ANOTHER CURVE TO THE NORTHEAST.  CONTINUE ON
 AE5239'THE ROAD NORTHEAST FOR 0.6 MI (1.0 KM) TO THE INTERSECTION OF A DIRT
 AE5239'ROAD LEFT AND A BARRICADED ROAD RIGHT, WHICH IS 112TH AVENUE.  TURN
 AE5239'RIGHT, EAST, IN FRONT OF THE BARRICADE INTO THE WHEAT FIELD,
 AE5239'SOUTHEAST, FOR 0.15 MI (0.24 KM) TO AN UNPLOWED HIGH POINT AND THE
 AE5239'STATION ON THE NORTHERN END OF THE HIGH POINT  THE MARK IS A PUNCH
 AE5239'HOLE, TOP CENTER ON A 7.3 M (24.0 FT) LONG STAINLESS STEEL ROD DRIVEN
 AE5239'TO REFUSAL, ENCASED IN A 0.9 M (3.0 FT) LONG GREASED 1-INCH PVC PIPE,
 AE5239'ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A CONCRETE
 AE5239'COLLAR FLUSH WITH THE GROUND.  IT IS 0.9 M (3.0 FT) SOUTHEAST OF A
 AE5239'WITNESS POST AND 0.9 M (3.0 FT) NORTHWEST OF A WITNESS POST.
 AE5239
 AE5239                          STATION RECOVERY (2005)
 AE5239
 AE5239'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (CRR)
 AE5239'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5240 ***********************************************************************
 AE5240  DESIGNATION -  DVX L
 AE5240  PID         -  AE5240
 AE5240  STATE/COUNTY-  CO/DENVER
 AE5240  USGS QUAD   -  MILE HIGH LAKES (1994)
 AE5240
 AE5240                         *CURRENT SURVEY CONTROL
 AE5240  ___________________________________________________________________
 AE5240* NAD 83(1992)-  39 53 57.74973(N)    104 38 27.21089(W)     ADJUSTED  
 AE5240* NAVD 88     -      1607.063  (meters)    5272.51   (feet)  ADJUSTED  
 AE5240  ___________________________________________________________________
 AE5240  X           -  -1,238,801.978 (meters)                     COMP
 AE5240  Y           -  -4,741,957.271 (meters)                     COMP
 AE5240  Z           -   4,070,439.656 (meters)                     COMP
 AE5240  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 AE5240  ELLIP HEIGHT-        1588.96  (meters)          (12/03/02) GPS OBS
 AE5240  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 AE5240  DYNAMIC HT  -        1605.587 (meters)    5267.66  (feet)  COMP
 AE5240  MODELED GRAV-     979,651.6   (mgal)                       NAVD 88
 AE5240
 AE5240  HORZ ORDER  -  FIRST
 AE5240  VERT ORDER  -  SECOND    CLASS I
 AE5240  ELLP ORDER  -  FOURTH    CLASS II
 AE5240
 AE5240.This mark is at Denver Intl Airport (DEN)
 AE5240
 AE5240.The horizontal coordinates were established by GPS observations
 AE5240.and adjusted by the National Geodetic Survey in January 1998..
 AE5240
 AE5240.The orthometric height was determined by differential leveling
 AE5240.and adjusted by the National Geodetic Survey in July 2006..
 AE5240
 AE5240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5240
 AE5240.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5240
 AE5240.The ellipsoidal height was determined by GPS observations
 AE5240.and is referenced to NAD 83.
 AE5240
 AE5240.The geoid height was determined by GEOID03.
 AE5240
 AE5240.The dynamic height is computed by dividing the NAVD 88
 AE5240.geopotential number by the normal gravity value computed on the
 AE5240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5240.degrees latitude (g = 980.6199 gals.).
 AE5240
 AE5240.The modeled gravity was interpolated from observed gravity values.
 AE5240
 AE5240;                    North         East     Units Scale Factor Converg.
 AE5240;SPC CO C     -   534,504.951   987,873.281   MT  1.00003297   +0 32 30.6
 AE5240;SPC CO C     - 1,753,621.66  3,241,047.59   sFT  1.00003297   +0 32 30.6
 AE5240;UTM  13      - 4,416,650.626   530,698.342   MT  0.99961160   +0 13 49.3
 AE5240
 AE5240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5240!SPC CO C     -   0.99975079  x   1.00003297  =   0.99978375
 AE5240!UTM  13      -   0.99975079  x   0.99961160  =   0.99936248
 AE5240
 AE5240                          SUPERSEDED SURVEY CONTROL
 AE5240
 AE5240  ELLIP H (01/12/98) 1589.03   (m)                       GP(       ) 4 1
 AE5240
 AE5240.Superseded values are not recommended for survey control.
 AE5240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5240.See file dsdata.txt to determine how the superseded data were derived.
 AE5240
 AE5240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE3069816651(NAD 83)
 AE5240_MARKER: F = FLANGE-ENCASED ROD
 AE5240_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5240_STAMPING: DVX L 1995
 AE5240_MARK LOGO: NGS   
 AE5240_PROJECTION: FLUSH
 AE5240_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5240+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE5240_ROD/PIPE-DEPTH: 6.4  meters
 AE5240_SLEEVE-DEPTH  : .9 meters
 AE5240
 AE5240  HISTORY     - Date     Condition        Report By
 AE5240  HISTORY     - 1995     MONUMENTED       NGS
 AE5240  HISTORY     - 20051026 GOOD             WOOLPT
 AE5240
 AE5240                          STATION DESCRIPTION
 AE5240
 AE5240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 AE5240'THE STATION IS LOCATED AT THE NEW DENVER INTERNATIONAL AIRPORT ABOUT
 AE5240'3.8 MI (6.1 KM) NORTHEAST OF THE TERMINAL BUILDING, 1.7 MI (2.7 KM)
 AE5240'EAST-NORTHEAST OF THE FUEL FARM AND 1.0 MI (1.6 KM) WEST-NORTHWEST OF
 AE5240'THE MILE HIGH VOR, IN THE NORTHEAST 1/4 OF SECTION 10, T 2 S, R 65 W.
 AE5240'OWNERSHIP--CITY AND COUNTY OF DENVER INTERNATIONAL AIRPORT., MR. KEN
 AE5240'CONLAN, 303-342-8665  TO REACH THE STATION FROM THE INTERSECTION OF
 AE5240'114TH AVENUE AND QUEENSBURG STREET, THE ROAD LEADING TO THE NORTH
 AE5240'GATE, GO EAST ON 114TH AVENUE FOR 0.4 MI (0.6 KM) TO TRUSSVILLE
 AE5240'STREET.  TURN RIGHT, SOUTH, ON TRUSSVILLE STREET FOR 0.4 MI (0.6 KM)
 AE5240'TO THE ENTRANCE OF THE FUEL FARM ON THE RIGHT AND A SIDE DIRT ROAD
 AE5240'LEFT, 112TH AVENUE. TURN LEFT, EAST, ON 112TH AVENUE FOR 1.5 MI (2.4
 AE5240'KM) TO THE STATION ON THE RIGHT, JUST BEFORE THE INTERSECTION OF
 AE5240'HAYSMOUNT ROAD  THE MARK IS A PUNCH HOLE, TOP CENTER ON A 6.4 M (21.0
 AE5240'FT) LONG STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 0.9 M
 AE5240'(3.0 FT) LOG GREASED 1-INCH PVC PIPE, ENCLOSED IN A 5-INCH PVC WITH
 AE5240'LOGO LID, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT
 AE5240'IS 52.7 M (172.9 FT) WEST-SOUTHWEST OF THE INTERSECTION OF 112TH
 AE5240'AVENUE AND HAYSMOUNT ROAD, 48.8 M (160.1 FT) WEST OF HAYSMOUNT ROAD,
 AE5240'10.8 M (35.4 FT) SOUTH OF 112TH AVENUE, 0.9 M (3.0 FT) WEST OF A
 AE5240'WITNESS POST, 0.8 M (2.6 FT) EAST OF A WITNESS POST AND ABOUT 1.2
 AE5240'ABOVE 112TH AVENUE.
 AE5240
 AE5240                          STATION RECOVERY (2005)
 AE5240
 AE5240'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (CRR)
 AE5240'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5241 ***********************************************************************
 AE5241  DESIGNATION -  DVX M
 AE5241  PID         -  AE5241
 AE5241  STATE/COUNTY-  CO/DENVER
 AE5241  USGS QUAD   -  DENVER INTERNATIONAL AIRPORT (1994)
 AE5241
 AE5241                         *CURRENT SURVEY CONTROL
 AE5241  ___________________________________________________________________
 AE5241* NAD 83(1992)-  39 48 43.87771(N)    104 39 33.34625(W)     ADJUSTED  
 AE5241* NAVD 88     -      1663.469  (meters)    5457.56   (feet)  ADJUSTED  
 AE5241  ___________________________________________________________________
 AE5241  X           -  -1,241,903.730 (meters)                     COMP
 AE5241  Y           -  -4,747,605.222 (meters)                     COMP
 AE5241  Z           -   4,063,042.676 (meters)                     COMP
 AE5241  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 AE5241  ELLIP HEIGHT-        1645.51  (meters)          (12/03/02) GPS OBS
 AE5241  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 AE5241  DYNAMIC HT  -        1661.907 (meters)    5452.44  (feet)  COMP
 AE5241  MODELED GRAV-     979,628.7   (mgal)                       NAVD 88
 AE5241
 AE5241  HORZ ORDER  -  FIRST
 AE5241  VERT ORDER  -  SECOND    CLASS I
 AE5241  ELLP ORDER  -  FOURTH    CLASS II
 AE5241
 AE5241.This mark is at Denver Intl Airport (DEN)
 AE5241
 AE5241.The horizontal coordinates were established by GPS observations
 AE5241.and adjusted by the National Geodetic Survey in January 1998..
 AE5241
 AE5241.The orthometric height was determined by differential leveling
 AE5241.and adjusted by the National Geodetic Survey in July 2006..
 AE5241
 AE5241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5241
 AE5241.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5241
 AE5241.The ellipsoidal height was determined by GPS observations
 AE5241.and is referenced to NAD 83.
 AE5241
 AE5241.The geoid height was determined by GEOID03.
 AE5241
 AE5241.The dynamic height is computed by dividing the NAVD 88
 AE5241.geopotential number by the normal gravity value computed on the
 AE5241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5241.degrees latitude (g = 980.6199 gals.).
 AE5241
 AE5241.The modeled gravity was interpolated from observed gravity values.
 AE5241
 AE5241;                    North         East     Units Scale Factor Converg.
 AE5241;SPC CO C     -   524,809.948   986,391.822   MT  1.00001290   +0 31 48.9
 AE5241;SPC CO C     - 1,721,813.97  3,236,187.17   sFT  1.00001290   +0 31 48.9
 AE5241;UTM  13      - 4,406,967.816   529,164.779   MT  0.99961047   +0 13 05.4
 AE5241
 AE5241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5241!SPC CO C     -   0.99974192  x   1.00001290  =   0.99975481
 AE5241!UTM  13      -   0.99974192  x   0.99961047  =   0.99935249
 AE5241
 AE5241                          SUPERSEDED SURVEY CONTROL
 AE5241
 AE5241  ELLIP H (01/12/98) 1645.56   (m)                       GP(       ) 4 1
 AE5241
 AE5241.Superseded values are not recommended for survey control.
 AE5241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5241.See file dsdata.txt to determine how the superseded data were derived.
 AE5241
 AE5241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE2916506968(NAD 83)
 AE5241_MARKER: F = FLANGE-ENCASED ROD
 AE5241_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5241_STAMPING: DVX M 1995
 AE5241_MARK LOGO: NGS   
 AE5241_PROJECTION: FLUSH
 AE5241_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5241+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 AE5241_ROD/PIPE-DEPTH: 7    meters
 AE5241_SLEEVE-DEPTH  : .9 meters
 AE5241
 AE5241  HISTORY     - Date     Condition        Report By
 AE5241  HISTORY     - 1995     MONUMENTED       NGS
 AE5241  HISTORY     - 20010303 GOOD             METRSC
 AE5241  HISTORY     - 20051026 GOOD             WOOLPT
 AE5241
 AE5241                          STATION DESCRIPTION
 AE5241
 AE5241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 AE5241'THE STATION IS LOCATED AT THE NEW DENVER INTERNATIONAL AIRPORT ABOUT
 AE5241'2.6 MI (4.2 KM) SOUTH-SOUTHEAST OF THE TERMINAL BUILDING, 1.1 MI (1.8
 AE5241'KM) SOUTHEAST OF THE TRACON BUILDING AND 0.1 MI (0.2 KM) EAST OF A
 AE5241'VOR, IN THE NORTHEAST 1/4 OF SECTION 9, T 3 S, R 65 W. OWNERSHIP--CITY
 AE5241'AND COUNTY OF DENVER INTERNATIONAL AIRPORT., MR.  KEN CONLAN,
 AE5241'303-342-8665  TO REACH THE STATION FROM THE INTERSECTION OF PENA BLVD.
 AE5241'AND 56TH AVENUE, GO EAST ON 56TH AVENUE FOR 6.4 MI (10.3 KM) TO THE
 AE5241'INTERSECTION OF VALLEY HEAD STREET.  TURN LEFT, NORTH, FOR 1.0 MI (1.6
 AE5241'KM) TO A SIDE ROAD RIGHT, 64TH AVENUE.  TO THE EAST, ABOUT 0.2 MI (0.3
 AE5241'KM) AWAY, A VOR CAN BE SEEN.  TURN RIGHT, EAST ON 64TH AVENUE FOR 0.35
 AE5241'MI (0.56 KM) AND THE STATION ON THE RIGHT  THE MARK IS A PUNCH HOLE,
 AE5241'TOP CENTER ON A 7.0 M (23.0 FT) LONG STAINLESS STEEL ROD DRIVEN TO
 AE5241'REFUSAL, ENCASED IN A 0.9 M (3.0 FT) LONG GREASED 1-INCH PVC PIPE,
 AE5241'ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A CONCRETE
 AE5241'COLLAR FLUSH WITH THE GROUND.  IT IS 127.7 M (419.0 FT) EAST-SOUTHEAST
 AE5241'OF THE VOR EAST DOOR, 45.8 M (150.3 FT) SOUTH OF 64TH AVENUE, 7.5 M
 AE5241'(24.6 FT) WEST OF MONAGHAN ROAD, 0.7 M (2.3 FT) NORTH OF A WITNESS
 AE5241'POST AND 0.7 M (2.3 FT) SOUTH OF A WITNESS POST.
 AE5241
 AE5241                          STATION RECOVERY (2001)
 AE5241
 AE5241'RECOVERY NOTE BY METROPOLITAN STATE COLLEGE OF DENVER 2001 (HWS)
 AE5241'RECOVERED IN GOOD CONDITION.
 AE5241
 AE5241                          STATION RECOVERY (2005)
 AE5241
 AE5241'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (CRR)
 AE5241'RECOVERY NOTE BY WOOLPERT, INC. 2005 (CRR) RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5242 ***********************************************************************
 AE5242  SACS        -  This is a Secondary Airport Control Station.
 AE5242  DESIGNATION -  DVX N
 AE5242  PID         -  AE5242
 AE5242  STATE/COUNTY-  CO/DENVER
 AE5242  USGS QUAD   -  DENVER INTERNATIONAL AIRPORT (1994)
 AE5242
 AE5242                         *CURRENT SURVEY CONTROL
 AE5242  ___________________________________________________________________
 AE5242* NAD 83(1992)-  39 51 21.75343(N)    104 43 02.14179(W)     ADJUSTED  
 AE5242* NAVD 88     -      1630.712  (meters)    5350.09   (feet)  ADJUSTED  
 AE5242  ___________________________________________________________________
 AE5242  X           -  -1,245,909.963 (meters)                     COMP
 AE5242  Y           -  -4,743,303.834 (meters)                     COMP
 AE5242  Z           -   4,066,761.742 (meters)                     COMP
 AE5242  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 AE5242  ELLIP HEIGHT-        1612.77  (meters)          (10/21/02) GPS OBS
 AE5242  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 AE5242  DYNAMIC HT  -        1629.195 (meters)    5345.12  (feet)  COMP
 AE5242  MODELED GRAV-     979,638.2   (mgal)                       NAVD 88
 AE5242
 AE5242  HORZ ORDER  -  FIRST
 AE5242  VERT ORDER  -  SECOND    CLASS I
 AE5242  ELLP ORDER  -  FIFTH     CLASS I
 AE5242
 AE5242.This mark is at Denver Intl Airport (DEN)
 AE5242
 AE5242.The horizontal coordinates were established by GPS observations
 AE5242.and adjusted by the National Geodetic Survey in June 2000..
 AE5242
 AE5242.The orthometric height was determined by differential leveling
 AE5242.and adjusted by the National Geodetic Survey in July 2006..
 AE5242
 AE5242.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5242
 AE5242.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5242
 AE5242.The ellipsoidal height was determined by GPS observations
 AE5242.and is referenced to NAD 83.
 AE5242
 AE5242.The geoid height was determined by GEOID03.
 AE5242
 AE5242.The dynamic height is computed by dividing the NAVD 88
 AE5242.geopotential number by the normal gravity value computed on the
 AE5242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5242.degrees latitude (g = 980.6199 gals.).
 AE5242
 AE5242.The modeled gravity was interpolated from observed gravity values.
 AE5242
 AE5242;                    North         East     Units Scale Factor Converg.
 AE5242;SPC CO C     -   529,634.692   981,383.722   MT  1.00002270   +0 29 37.2
 AE5242;SPC CO C     - 1,737,643.15  3,219,756.43   sFT  1.00002270   +0 29 37.2
 AE5242;UTM  13      - 4,411,817.799   524,185.087   MT  0.99960720   +0 10 52.3
 AE5242
 AE5242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5242!SPC CO C     -   0.99974705  x   1.00002270  =   0.99976975
 AE5242!UTM  13      -   0.99974705  x   0.99960720  =   0.99935435
 AE5242
 AE5242                          SUPERSEDED SURVEY CONTROL
 AE5242
 AE5242  ELLIP H (06/30/00) 1612.79   (m)                       GP(       ) 1 1
 AE5242  NAD 83(1992)-  39 51 21.75347(N)    104 43 02.14142(W) AD(       ) 1
 AE5242  ELLIP H (01/12/98) 1612.81   (m)                       GP(       ) 4 1
 AE5242
 AE5242.Superseded values are not recommended for survey control.
 AE5242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5242.See file dsdata.txt to determine how the superseded data were derived.
 AE5242
 AE5242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE2418511818(NAD 83)
 AE5242_MARKER: F = FLANGE-ENCASED ROD
 AE5242_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5242_STAMPING: DVX N 1995
 AE5242_MARK LOGO: NGS   
 AE5242_PROJECTION: FLUSH
 AE5242_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5242+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 AE5242_ROD/PIPE-DEPTH: 4.6  meters
 AE5242_SLEEVE-DEPTH  : .9 meters
 AE5242
 AE5242  HISTORY     - Date     Condition        Report By
 AE5242  HISTORY     - 1995     MONUMENTED       NGS
 AE5242  HISTORY     - 19990402 GOOD             NGS
 AE5242  HISTORY     - 20040527 GOOD             CO0600
 AE5242  HISTORY     - 20051026 GOOD             WOOLPT
 AE5242
 AE5242                          STATION DESCRIPTION
 AE5242
 AE5242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 AE5242'THE STATION IS LOCATED AT THE NEW DENVER INTERNATIONAL AIRPORT ABOUT
 AE5242'3.3 MI (5.3 KM) NORTHEAST OF THE INTERSECTION OF PENA BLVD.  AND TOWER
 AE5242'ROAD, 3.2 MI (5.1 KM) NORTHWEST OF THE TRACON LOCATION AND 2.3 MI (3.7
 AE5242'KM) WEST-NORTHWEST OF THE TERMINAL BUILDING, IN THE NORTHEAST 1/4 OF
 AE5242'SECTION 25, T 2 N, R 66 W.  OWNERSHIP--CITY AND COUNTY OF DENVER
 AE5242'INTERNATIONAL AIRPORT, MR.  KEN CONLAN, 303-342-8665  TO REACH THE
 AE5242'STATION FROM FROM THE INTERSECTION OF TOWER ROAD AND 88 AVENUE, GO
 AE5242'EAST ON 88TH AVENUE FOR 2.1 MI (3.4 KM) TO A GATE. CONTINUE AHEAD ON
 AE5242'88TH AVENUE FOR 0.8 MI (1.3 KM) TO THE STATION ON THE RIGHT.  IT IS
 AE5242'0.15 MI (0.24 KM) WEST OF THE INTERSECTION OF 88TH AVENUE AND GUN CLUB
 AE5242'ROAD ON THE LEFT  THE MARK IS A PUNCH HOLE, TOP CENTER ON A 4.6 M
 AE5242'(15.1 FT) LONG STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 0.9
 AE5242'M (3.0 FT) LONG GREASED 1-INCH PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE
 AE5242'WITH LOGO LID, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.
 AE5242'IT IS 147.3 M (483.3 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A
 AE5242'CHAIN-LINK FENCE AROUND THE ASR-9 RADAR SITE, 30.8 M (101.0 FT) SOUTH
 AE5242'OF THE CENTERLINE OF 88TH AVENUE, 21.1 M (69.2 FT) SOUTH-SOUTHEAST OF
 AE5242'POWER POLE NUMBER 16, 10.0 M (32.8 FT) SOUTH OF THE SOUTHERN
 AE5242'RIGHT-OF-WAY FENCE, 1.2 M (3.9 FT) EAST OF A WITNESS POST AND 1.2 M
 AE5242'(3.9 FT) WEST OF A WITNESS POST.
 AE5242
 AE5242                          STATION RECOVERY (1999)
 AE5242
 AE5242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AE5242'THIS STATION IS DESIGNATED A SECONDAY AIRPORT CONTROL STATION FOR THE
 AE5242'ANA PROJECT.  THE AIRPORT IS A CONTROLLED AIRPORT.  THE SOUTHERN
 AE5242'RIGHT-OF-WAY FENCE IS NOW GONE.  IT IS 1.3 M (4.3 FT) SOUTH FROM A
 AE5242'FENCE POST WITH PVC PIPE OVER IT WITH THE NUMBER 792 ON IT AND 66.0 M
 AE5242'(216.5 FT) SOUTHEAST FROM THE INTERSECTION OF YAKIMA STREET AND 88TH
 AE5242'AVENUE.
 AE5242
 AE5242                          STATION RECOVERY (2004)
 AE5242
 AE5242'RECOVERY NOTE BY CITY AND COUNTY OF DENVER COLORADO 2004 (RTE)
 AE5242'MARK IS INSIDE AIRPORT SECURITY FENCE AND IS NOT ACCESSIBLE TO GENERAL
 AE5242'PUBLIC.
 AE5242
 AE5242                          STATION RECOVERY (2005)
 AE5242
 AE5242'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (CRR)
 AE5242'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5243 ***********************************************************************
 AE5243  PACS        -  This is a Primary Airport Control Station.
 AE5243  DESIGNATION -  DVX P
 AE5243  PID         -  AE5243
 AE5243  STATE/COUNTY-  CO/DENVER
 AE5243  USGS QUAD   -  DENVER INTERNATIONAL AIRPORT (1994)
 AE5243
 AE5243                         *CURRENT SURVEY CONTROL
 AE5243  ___________________________________________________________________
 AE5243* NAD 83(1992)-  39 51 19.09807(N)    104 39 28.59553(W)     ADJUSTED  
 AE5243* NAVD 88     -      1646.885  (meters)    5403.16   (feet)  ADJUSTED  
 AE5243  ___________________________________________________________________
 AE5243  X           -  -1,241,014.959 (meters)                     COMP
 AE5243  Y           -  -4,744,653.930 (meters)                     COMP
 AE5243  Z           -   4,066,709.174 (meters)                     COMP
 AE5243  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 AE5243  ELLIP HEIGHT-        1628.87  (meters)          (10/21/02) GPS OBS
 AE5243  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 AE5243  DYNAMIC HT  -        1645.356 (meters)    5398.14  (feet)  COMP
 AE5243  MODELED GRAV-     979,639.7   (mgal)                       NAVD 88
 AE5243
 AE5243  HORZ ORDER  -  B
 AE5243  VERT ORDER  -  SECOND    CLASS I
 AE5243  ELLP ORDER  -  FIFTH     CLASS I
 AE5243
 AE5243.This mark is at Denver Intl Airport (DEN)
 AE5243
 AE5243.The horizontal coordinates were established by GPS observations
 AE5243.and adjusted by the National Geodetic Survey in June 2000..
 AE5243
 AE5243.The orthometric height was determined by differential leveling
 AE5243.and adjusted by the National Geodetic Survey in July 2006..
 AE5243
 AE5243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5243
 AE5243.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5243
 AE5243.The ellipsoidal height was determined by GPS observations
 AE5243.and is referenced to NAD 83.
 AE5243
 AE5243.The geoid height was determined by GEOID03.
 AE5243
 AE5243.The dynamic height is computed by dividing the NAVD 88
 AE5243.geopotential number by the normal gravity value computed on the
 AE5243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5243.degrees latitude (g = 980.6199 gals.).
 AE5243
 AE5243.The modeled gravity was interpolated from observed gravity values.
 AE5243
 AE5243;                    North         East     Units Scale Factor Converg.
 AE5243;SPC CO C     -   529,598.190   986,460.442   MT  1.00002253   +0 31 51.9
 AE5243;SPC CO C     - 1,737,523.40  3,236,412.30   sFT  1.00002253   +0 31 51.9
 AE5243;UTM  13      - 4,411,753.664   529,259.432   MT  0.99961054   +0 13 09.2
 AE5243
 AE5243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5243!SPC CO C     -   0.99974453  x   1.00002253  =   0.99976705
 AE5243!UTM  13      -   0.99974453  x   0.99961054  =   0.99935517
 AE5243
 AE5243                          SUPERSEDED SURVEY CONTROL
 AE5243
 AE5243  ELLIP H (06/30/00) 1628.89   (m)                       GP(       ) 1 1
 AE5243  NAD 83(1992)-  39 51 19.09814(N)    104 39 28.59568(W) AD(       ) 1
 AE5243  ELLIP H (01/12/98) 1628.93   (m)                       GP(       ) 4 1
 AE5243
 AE5243.Superseded values are not recommended for survey control.
 AE5243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5243.See file dsdata.txt to determine how the superseded data were derived.
 AE5243
 AE5243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE2925911754(NAD 83)
 AE5243_MARKER: F = FLANGE-ENCASED ROD
 AE5243_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5243_STAMPING: DVX P 1995
 AE5243_MARK LOGO: NGS   
 AE5243_PROJECTION: FLUSH
 AE5243_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5243+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 AE5243_ROD/PIPE-DEPTH: 7    meters
 AE5243_SLEEVE-DEPTH  : .9 meters
 AE5243
 AE5243  HISTORY     - Date     Condition        Report By
 AE5243  HISTORY     - 1995     MONUMENTED       NGS
 AE5243  HISTORY     - 19990402 GOOD             NGS
 AE5243  HISTORY     - 20040707 GOOD             CO0600
 AE5243  HISTORY     - 20051026 GOOD             WOOLPT
 AE5243
 AE5243                          STATION DESCRIPTION
 AE5243
 AE5243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 AE5243'THE STATION IS LOCATED AT THE NEW DENVER INTERNATIONAL AIRPORT ABOUT
 AE5243'3.2 MI (5.1 KM) SOUTHWEST OF THE MILE HIGH VOR, 1.0 MI (1.6 KM)
 AE5243'NORTHEAST OF THE TERMINAL BUILDING AND 0.6 MI (1.0 KM) SOUTHEAST OF
 AE5243'THE EAST END OF CONCOURSE B, IN THE NORTHWEST 1/4 OF SECTION 27, T 2
 AE5243'S, R 65 W.  OWNERSHIP--CITY AND COUNTY OF DENVER INTERNATIONAL
 AE5243'AIRPORT, MR.  KEN CONLAN, 303-342-8665  TO REACH THE STATION FROM GATE
 AE5243'P 42, THE SOUTHERN VEHICLE GATE AT THE EMPLOYEE PARKING LOT, PASS
 AE5243'THROUGH THE GATE, AN ESCORT OR SECURITY CARD WILL BE NEEDED AS THIS IS
 AE5243'INSIDE THE AIRPORT FENCE, GO 0.1 MI (0.2 KM) TO A SIDE ROAD RIGHT, A
 AE5243'DIRT ROAD GOING SOUTHEASTERLY.  TURN RIGHT, EAST, ON THE DIRT ROAD FOR
 AE5243'0.5 MI (0.8 KM) TO A Y-INTERSECTION.  TAKE THE LEFT FORK, NORTH ON
 AE5243'ALLIUM STREET, A DIRT ROAD FOR 1.7 MI (2.7 KM) TO A STOP SIGN.  PASS
 AE5243'THROUGH THE STOP SIGN, NORTH, FOR 0.45 MI (0.72 KM) TO THE SOUTHWEST
 AE5243'CORNER OF THE EAST AIRFIELD ELECTRIC VAULT BUILDING.  TURN RIGHT,
 AE5243'EAST, ON THE SOUTHSIDE OF THE BUILDING, THEN UPHILL, MAKING A SHARP
 AE5243'LEFT TURN AT THE TOP OF THE HILL BEARING NORTH AND THEN WEST TO THE
 AE5243'STATION NORTH OF THE NORTHWEST CORNER OF THE BUILDING.  FOR GPS WORK,
 AE5243'A CABLE CAN BE RUN UP THE SMALL HILL TO THE STATION NORTH OF THE
 AE5243'NORTHWEST CORNER OF THE BUILDING  THE MARK IS A PUNCH HOLE, TOP CENTER
 AE5243'ON A 7.0 M (23.0 FT) LONG STAINLESS STEET ROD DRIVEN TO REFUSAL,
 AE5243'ENCASED IN A 0.9 M (3.0 FT) LONG GREASED 1-INCH PVC PIPE, ENCLOSED IN
 AE5243'A 5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A CONCRETE COLLAR FLUSH
 AE5243'WITH THE GROUND.  IT IS 37.7 M (123.7 FT) EAST OF THE CENTER ALLIUM
 AE5243'ROAD (DIRT) , 32.1 M (105.3 FT) NORTH-NORTHWEST OF THE EAST AIRFIELD
 AE5243'ELECTRICAL VAULT BUILDING, 1.4 M (4.6 FT) EAST OF A WITNESS POST, 1.3
 AE5243'M (4.3 FT) NORTH OF A WITNESS POST, ABOUT 0.2 MI (0.3 KM) EAST OF
 AE5243'RUNWAY 17R - 35 L, ABOUT 0.15 MI (0.24 KM) SOUTH OF CROSS TAXI EC AND
 AE5243'ABOUT 12 M (39.4 FT) ABOVE ALLIUM ROAD.
 AE5243
 AE5243                          STATION RECOVERY (1999)
 AE5243
 AE5243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AE5243'THE 1995 DESCRIPTION IS GOOD.  THIS STATION IS DESIGNATED A PRIMARY
 AE5243'AIRPORT CONTROL STATION FOR THE ANA PROJECT.  THE AIRPORT IS
 AE5243'CONTROLLED.
 AE5243
 AE5243                          STATION RECOVERY (2004)
 AE5243
 AE5243'RECOVERY NOTE BY CITY AND COUNTY OF DENVER COLORADO 2004 (JM)
 AE5243'RECOVERED AS DESCRIBED, HOWEVER LOCATED IN SIDE SECURITY FENCE AT DIA.
 AE5243' 
 AE5243
 AE5243                          STATION RECOVERY (2005)
 AE5243
 AE5243'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (CRR)
 AE5243'RECOVERY NOTE BY WOOLPERT, INC. 2005 (CRR) RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5244 ***********************************************************************
 AE5244  SACS        -  This is a Secondary Airport Control Station.
 AE5244  DESIGNATION -  DVX Q
 AE5244  PID         -  AE5244
 AE5244  STATE/COUNTY-  CO/DENVER
 AE5244  USGS QUAD   -  MANILA (1951)
 AE5244
 AE5244                         *CURRENT SURVEY CONTROL
 AE5244  ___________________________________________________________________
 AE5244* NAD 83(1992)-  39 52 12.90938(N)    104 37 15.62447(W)     ADJUSTED  
 AE5244* NAVD 88     -      1616.229  (meters)    5302.58   (feet)  ADJUSTED  
 AE5244  ___________________________________________________________________
 AE5244  X           -  -1,237,681.463 (meters)                     COMP
 AE5244  Y           -  -4,744,400.581 (meters)                     COMP
 AE5244  Z           -   4,067,963.726 (meters)                     COMP
 AE5244  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 AE5244  ELLIP HEIGHT-        1598.14  (meters)          (10/21/02) GPS OBS
 AE5244  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 AE5244  DYNAMIC HT  -        1614.737 (meters)    5297.68  (feet)  COMP
 AE5244  MODELED GRAV-     979,646.3   (mgal)                       NAVD 88
 AE5244
 AE5244  HORZ ORDER  -  FIRST
 AE5244  VERT ORDER  -  SECOND    CLASS I
 AE5244  ELLP ORDER  -  FIFTH     CLASS I
 AE5244
 AE5244.This mark is at Denver Intl Airport (DEN)
 AE5244
 AE5244.The horizontal coordinates were established by GPS observations
 AE5244.and adjusted by the National Geodetic Survey in June 2000..
 AE5244
 AE5244.The orthometric height was determined by differential leveling
 AE5244.and adjusted by the National Geodetic Survey in July 2006..
 AE5244
 AE5244.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5244
 AE5244.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5244
 AE5244.The ellipsoidal height was determined by GPS observations
 AE5244.and is referenced to NAD 83.
 AE5244
 AE5244.The geoid height was determined by GEOID03.
 AE5244
 AE5244.The dynamic height is computed by dividing the NAVD 88
 AE5244.geopotential number by the normal gravity value computed on the
 AE5244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5244.degrees latitude (g = 980.6199 gals.).
 AE5244
 AE5244.The modeled gravity was interpolated from observed gravity values.
 AE5244
 AE5244;                    North         East     Units Scale Factor Converg.
 AE5244;SPC CO C     -   531,287.753   989,605.103   MT  1.00002601   +0 33 15.7
 AE5244;SPC CO C     - 1,743,066.57  3,246,729.41   sFT  1.00002601   +0 33 15.7
 AE5244;UTM  13      - 4,413,425.408   532,411.935   MT  0.99961293   +0 14 34.6
 AE5244
 AE5244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5244!SPC CO C     -   0.99974935  x   1.00002601  =   0.99977535
 AE5244!UTM  13      -   0.99974935  x   0.99961293  =   0.99936237
 AE5244
 AE5244                          SUPERSEDED SURVEY CONTROL
 AE5244
 AE5244  ELLIP H (06/30/00) 1598.16   (m)                       GP(       ) 1 1
 AE5244  NAD 83(1992)-  39 52 12.90908(N)    104 37 15.62448(W) AD(       ) 1
 AE5244  ELLIP H (01/12/98) 1598.21   (m)                       GP(       ) 4 1
 AE5244
 AE5244.Superseded values are not recommended for survey control.
 AE5244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5244.See file dsdata.txt to determine how the superseded data were derived.
 AE5244
 AE5244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE3241213425(NAD 83)
 AE5244_MARKER: F = FLANGE-ENCASED ROD
 AE5244_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE5244_STAMPING: DVX Q 1995
 AE5244_MARK LOGO: NGS   
 AE5244_PROJECTION: FLUSH
 AE5244_MAGNETIC: I = MARKER IS A STEEL ROD
 AE5244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE5244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5244+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 AE5244_ROD/PIPE-DEPTH: 27.1 meters
 AE5244_SLEEVE-DEPTH  : .9 meters
 AE5244
 AE5244  HISTORY     - Date     Condition        Report By
 AE5244  HISTORY     - 1995     MONUMENTED       NGS
 AE5244  HISTORY     - 19990402 GOOD             NGS
 AE5244  HISTORY     - 20051026 GOOD             WOOLPT
 AE5244
 AE5244                          STATION DESCRIPTION
 AE5244
 AE5244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 AE5244'THE STATION IS LOCATED AT THE NEW DENVER INTERNATIONAL AIRPORT ABOUT
 AE5244'3.2 MI (5.1 KM) NORTHEAST OF THE TERMINAL BUILDING, 1.7 MI (2.7 KM)
 AE5244'SOUTH OF THE MILE HIGH VOR AND 0.5 MI (0.8 KM) SOUTH-SOUTHWEST OF THE
 AE5244'EAST END OF RUNWAY 8-26, IN THE NORTHWEST 1/4 OF SECTION 24, T 2 S, R
 AE5244'65 W.  OWNERSHIP--CITY AND COUNTY OF DENVER INTERNATIONAL AIRPORT, MR.
 AE5244'KEN CONLAN, 303-342-8665  TO REACH THE STATION FROM THE INTERSECTION
 AE5244'OF IMBODEN ROAD AND 96TH AVENUE, GO WEST ON 96TH AVENUE FOR 1.9 MI
 AE5244'(3.1 KM) TO THE STATION ON THE LEFT, JUST BEFORE THE INTERSECTION OF
 AE5244'HUDSON ROAD  THE MARK IS A PUNCH HOLE, TOP CENTER ON A 27.1 M (88.9
 AE5244'FT) LONG STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 0.9 M
 AE5244'(3.0 FT) LONG GREASED 1-INCH PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE
 AE5244'WITH LOGO LID, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.
 AE5244'IT IS 46.4 M (152.2 FT) EAST-SOUTHEAST OF THE CENTER OF THE
 AE5244'INTERSECTION AND SECTION CORNER, 44.3 M (145.3 FT) EAST OF HUDSON ROAD
 AE5244'(MARKED BY A ROAD 23 N SIGN) , 10.1 M (33.1 FT) EAST OF A POWER POLE
 AE5244'WITH TRANSFORMER NUMBER 71/24/18, 10.0 M (32.8 FT) SOUTH OF THE CENTER
 AE5244'OF 96TH AVENUE, 2.4 M (7.9 FT) EAST OF DIA SURVEY POINT BYE NUMBER
 AE5244'558, 0.9 M (3.0 FT) WEST OF A WITNESS POST, 0.9 M (3.0 FT) EAST OF A
 AE5244'WITNESS POST AND ABOUT 0.6 M (2.0 FT) ABOVE 96TH AVENUE.
 AE5244
 AE5244                          STATION RECOVERY (1999)
 AE5244
 AE5244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AE5244'THE 1995 DESCRIPTION IS GOOD.  THIS STATION IS DESIGNATED A SECONDARY
 AE5244'AIRPORT CONTROL STATION FOR THE ANA PROJECT.  THE AIRPORT IS
 AE5244'CONTROLLED.
 AE5244
 AE5244                          STATION RECOVERY (2005)
 AE5244
 AE5244'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (CRR)
 AE5244'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0608 ***********************************************************************
 HL0608  DESIGNATION -  DYKE
 HL0608  PID         -  HL0608
 HL0608  STATE/COUNTY-  CO/ARCHULETA
 HL0608  USGS QUAD   -  LONETREE CANYON (1984)
 HL0608
 HL0608                         *CURRENT SURVEY CONTROL
 HL0608  ___________________________________________________________________
 HL0608* NAD 83(1992)-  37 13 21.10185(N)    107 14 26.60664(W)     ADJUSTED  
 HL0608* NAVD 88     -      2423.     (meters)    7949.     (feet)  SCALED    
 HL0608  ___________________________________________________________________
 HL0608  LAPLACE CORR-           3.52  (seconds)                    DEFLEC99
 HL0608  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 HL0608
 HL0608  HORZ ORDER  -  SECOND
 HL0608
 HL0608.The horizontal coordinates were established by classical geodetic methods
 HL0608.and adjusted by the National Geodetic Survey in January 1993..
 HL0608
 HL0608.The orthometric height was scaled from a topographic map.
 HL0608
 HL0608.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0608
 HL0608.The geoid height was determined by GEOID03.
 HL0608
 HL0608;                    North         East     Units Scale Factor Converg.
 HL0608;SPC CO S     -   367,931.952   759,918.411   MT  1.00000198   -1 04 03.8
 HL0608;SPC CO S     - 1,207,123.41  2,493,165.65   sFT  1.00000198   -1 04 03.8
 HL0608;UTM  13      - 4,121,910.829   301,197.974   MT  1.00008688   -1 21 21.2
 HL0608
 HL0608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0608!SPC CO S     -   0.99962271  x   1.00000198  =   0.99962469
 HL0608!UTM  13      -   0.99962271  x   1.00008688  =   0.99970955
 HL0608
 HL0608:                Primary Azimuth Mark                     Grid Az
 HL0608:SPC CO S     -  DYKE AZ MK                               105 59 48.1
 HL0608:UTM  13      -  DYKE AZ MK                               106 17 05.5
 HL0608
 HL0608|---------------------------------------------------------------------|
 HL0608| PID    Reference Object                     Distance      Geod. Az  |
 HL0608|                                                           dddmmss.s |
 HL0608| CM6366 DYKE AZ MK                                         1045544.3 |
 HL0608| CM6368 DYKE RM 2                            11.471 METERS 20911     |
 HL0608| CM6367 DYKE RM 1                            16.712 METERS 26628     |
 HL0608|---------------------------------------------------------------------|
 HL0608
 HL0608                          SUPERSEDED SURVEY CONTROL
 HL0608
 HL0608  NAD 83(1986)-  37 13 21.10040(N)    107 14 26.61006(W) AD(       ) 2
 HL0608  NAD 27      -  37 13 21.09000(N)    107 14 24.44900(W) AD(       ) 2
 HL0608
 HL0608.Superseded values are not recommended for survey control.
 HL0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0608.See file dsdata.txt to determine how the superseded data were derived.
 HL0608
 HL0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB0119821911(NAD 83)
 HL0608_MARKER: DS = TRIANGULATION STATION DISK
 HL0608_SETTING: 80 = SET IN A BOULDER
 HL0608_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HL0608
 HL0608  HISTORY     - Date     Condition        Report By
 HL0608  HISTORY     - 1936     MONUMENTED       CGS
 HL0608
 HL0608                          STATION DESCRIPTION
 HL0608
 HL0608'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 HL0608'THIS STATION IS LOCATED AT THE N END OF A HIGH RIDGE ON THE
 HL0608'NE CORNER, THE RIDGE SLOPING GENTLY TO THE S AND DROPPING OFF
 HL0608'ABRUPTLY TO THE N AND E.  IT IS IN THE SAN JUAN NATIONAL FOREST,
 HL0608'ABOUT 2-1/2 MILES W OF THE TOWN OF DYKE AND 5-1/2 MILES
 HL0608'ENE OF THE TOWN OF PIEDRA.  MARK IS 9-1/2 FEET W OF THE E
 HL0608'EDGE AND 14-1/2 FEET S OF THE N EDGE.  BOULDER IS ABOUT 8
 HL0608'INCHES SQUARE AND PROJECTS 8 INCHES ABOVE THE GROUND.
 HL0608'
 HL0608'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 HL0608'IN DRILL HOLES IN BOULDERS.
 HL0608'
 HL0608'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, IN
 HL0608'THE TOP OF A TILE.
 HL0608'
 HL0608'REFERENCE MARK NO. 1 IS WNW OF THE STATION, 33 FEET S OF THE
 HL0608'N EDGE.  MARK SET IN TRIANGULAR BOULDER SET FLUSH WITH THE
 HL0608'GROUND.
 HL0608'
 HL0608'REFERENCE MARK NO. 2 IS SW OF THE STATION, SET IN A 6-INCH
 HL0608'SQUARE BOULDER FLUSH WITH THE GROUND.
 HL0608'
 HL0608'AZIMUTH MARK IS ESE OF THE STATION, SET IN RIGHT-OF-WAY FENCE
 HL0608'LINE, 50 FEET NNW OF THE CENTER LINE OF U.S. HIGHWAY 160,
 HL0608'30 FEET WSW OF WIRE GATE IN RIGHT-OF-WAY FENCE LINE, OPPOSITE
 HL0608'FARMHOUSE ON S SIDE OF ROAD.  POINT IS 0.5 MILE E ON ROAD
 HL0608'FROM GATE WHERE TRUCKS TURN INTO STATION.  PIPE PROJECTS 8
 HL0608'INCHES ABOVE GROUND.
 HL0608'
 HL0608'TO REACH STATION FROM DURANGO, GO E ON U.S. HIGHWAY 160 FOR
 HL0608'ABOUT 46.5 MILES TO T-INTERSECTION WITH STATE HIGHWAY 151 COMING
 HL0608'IN FROM THE S, THENCE CONTINUE ON U.S. HIGHWAY 160, 2.05
 HL0608'MILES TO WIRE GATE ON LEFT IN RIGHT-OF-WAY FENCE LINE AND SIDE
 HL0608'ROAD TO RIGHT.  TURN LEFT THROUGH GATE AND CUT BACK W ON OLD
 HL0608'HIGHWAY FOR 0.3 MILE TO END OF TRUCK TRAVEL.  FROM HERE
 HL0608'GO UP RIGHT EDGE OF RIDGE IN A N-NORTHWESTERLY DIRECTION
 HL0608'TOP HIGHEST POINT AT NE CORNER AND STATION.  A 1-HOUR PACK.
 HL0608'
 HL0608'A 4-FOOT STAND WILL CLEAR ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0760 ***********************************************************************
 KL0760  DESIGNATION -  DYKE
 KL0760  PID         -  KL0760
 KL0760  STATE/COUNTY-  CO/RIO BLANCO
 KL0760  USGS QUAD   -  LO 7 HILL (1987)
 KL0760
 KL0760                         *CURRENT SURVEY CONTROL
 KL0760  ___________________________________________________________________
 KL0760* NAD 83(1992)-  39 55 21.01012(N)    107 59 26.14714(W)     ADJUSTED  
 KL0760* NAVD 88     -      2495.1    (meters)    8186.     (feet)  VERTCON   
 KL0760  ___________________________________________________________________
 KL0760  LAPLACE CORR-           6.46  (seconds)                    DEFLEC99
 KL0760  GEOID HEIGHT-         -15.79  (meters)                     GEOID03
 KL0760
 KL0760  HORZ ORDER  -  THIRD
 KL0760
 KL0760.The horizontal coordinates were established by classical geodetic methods
 KL0760.and adjusted by the National Geodetic Survey in January 1993..
 KL0760
 KL0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0760
 KL0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0760
 KL0760.The geoid height was determined by GEOID03.
 KL0760
 KL0760;                    North         East     Units Scale Factor Converg.
 KL0760;SPC CO N     -   373,205.794   701,513.664   MT  0.99997316   -1 36 33.3
 KL0760;SPC CO N     - 1,224,426.01  2,301,549.41   sFT  0.99997316   -1 36 33.3
 KL0760;UTM  13      - 4,423,438.609   244,414.547   MT  1.00040427   -1 55 12.9
 KL0760;UTM  12      - 4,423,492.677   757,193.031   MT  1.00041442   +1 55 56.4
 KL0760
 KL0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0760!SPC CO N     -   0.99961120  x   0.99997316  =   0.99958437
 KL0760!UTM  13      -   0.99961120  x   1.00040427  =   1.00001531
 KL0760!UTM  12      -   0.99961120  x   1.00041442  =   1.00002546
 KL0760
 KL0760:                Primary Azimuth Mark                     Grid Az
 KL0760:SPC CO N     -  PETRO                                    208 34 58.3
 KL0760:UTM  13      -  PETRO                                    208 53 37.9
 KL0760:UTM  12      -  PETRO                                    205 02 28.6
 KL0760
 KL0760|---------------------------------------------------------------------|
 KL0760| PID    Reference Object                     Distance      Geod. Az  |
 KL0760|                                                           dddmmss.s |
 KL0760| KM0236 PETRO                               APPROX. 3.2 KM 2065825.0 |
 KL0760|---------------------------------------------------------------------|
 KL0760
 KL0760                          SUPERSEDED SURVEY CONTROL
 KL0760
 KL0760  NAD 83(1986)-  39 55 21.00425(N)    107 59 26.14024(W) AD(       ) 3
 KL0760  NAD 27      -  39 55 21.09827(N)    107 59 23.86630(W) AD(       ) 3
 KL0760  NGVD 29 (07/19/86) 2493.7    (m)         8181.     (f) VERT ANG       
 KL0760
 KL0760.Superseded values are not recommended for survey control.
 KL0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0760.See file dsdata.txt to determine how the superseded data were derived.
 KL0760
 KL0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBE4441523439(NAD 83)
 KL0760_MARKER: DD = SURVEY DISK
 KL0760_SETTING: 0 = UNSPECIFIED SETTING
 KL0760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0760
 KL0760  HISTORY     - Date     Condition        Report By
 KL0760  HISTORY     - 1950     MONUMENTED       USGS
 KL0760
 KL0760                          STATION DESCRIPTION
 KL0760
 KL0760'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KL0760'TO REACH FROM RIFLE POST OFFICE, GO N. ON STATE HIGHWAY 13 18.1 MI. TO
 KL0760'RIO BLANCO STORE, CONTINUE 9.5 MI. TO RD. ON LEFT, TURN LEFT THROUGH
 KL0760'CATTLEGUARD, CONTINUE 0.3 MI. TO GATE, CONTINUE 0.15 MI. TO GATE,
 KL0760'CONTINUE 2.5 MI. TO CATTLEGUARD 0.1 MI. TO GATE, CONTINUE 0.1 MI. N.
 KL0760'TO RANCH YARD, TURN LEFT (W.) GO 0.2 MI. TO RD. FORK, TURN RIGHT (N.)
 KL0760'GO 0.2 MI. TO GATE, CONTINUE 0.4 MI. TO RD. FORK, TAKE LEFT FORK UP
 KL0760'HILL, GO 0.1 MI. TO TOP AND GATE AND N-S. RD. AND RD. GOING NW., GO
 KL0760'RIGHT (N.) ALONG RIDGE 1.3 MI. TO RD. FORK, KEEP RIGHT (N.) GO 0.5
 KL0760'MI. TO GATE, CONTINUE N. 0.3 MI. TO RD. FORK, KEEP RIGHT (N.) GO 0.1
 KL0760'MI. TO RD. FORK, KEEP RIGHT (N.) GO 0.3 MI. TO GATE, CONTINUE 0.3 MI.
 KL0760'TO GATE, CONTINUE 0.2 MI. TO GATE, CONTINUE 0.1 MI. TO RD. FORK, KEEP
 KL0760'RIGHT GO 0.7 MI. TO BOTTOM OF DRAW, TURN RIGHT (E.) GO 0.1 MI. UP
 KL0760'DRAW, TURN LEFT (N.) GO 0.1 MI. TO OLD CORRAL, CONTINUE N. 0.15 MI.,
 KL0760'TURN RIGHT GO 0.2 MI. TO FENCE ON TOP OF RIDGE.  TURN RIGHT (S.) AND
 KL0760'GO 0.2 MI. TO STATION.
 KL0760'
 KL0760'STATION MARK--STANDARD TABLET, SET IN CONCRETE MONUMENT, STAMPED
 KL0760'---R-DYKE 1950---.
 KL0760'
 KL0760'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1394 ***********************************************************************
 JK1394  DESIGNATION -  DYKES
 JK1394  PID         -  JK1394
 JK1394  STATE/COUNTY-  CO/PUEBLO
 JK1394  USGS QUAD   -  BEULAH NE (1963)
 JK1394
 JK1394                         *CURRENT SURVEY CONTROL
 JK1394  ___________________________________________________________________
 JK1394* NAD 83(1992)-  38 11 58.29777(N)    104 48 35.64838(W)     ADJUSTED  
 JK1394* NAVD 88     -      1577.5    (meters)    5176.     (feet)  GPS OBS   
 JK1394  ___________________________________________________________________
 JK1394  X           -  -1,283,173.703 (meters)                     COMP
 JK1394  Y           -  -4,853,221.137 (meters)                     COMP
 JK1394  Z           -   3,923,836.589 (meters)                     COMP
 JK1394  LAPLACE CORR-          -9.98  (seconds)                    DEFLEC99
 JK1394  ELLIP HEIGHT-        1559.14  (meters)          (12/03/02) GPS OBS
 JK1394  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 JK1394
 JK1394  HORZ ORDER  -  FIRST
 JK1394  ELLP ORDER  -  FOURTH    CLASS II
 JK1394
 JK1394.The horizontal coordinates were established by GPS observations
 JK1394.and adjusted by the National Geodetic Survey in August 1994..
 JK1394
 JK1394.The orthometric height was determined by GPS observations and a
 JK1394.high-resolution geoid model.
 JK1394
 JK1394.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1394
 JK1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1394
 JK1394.The ellipsoidal height was determined by GPS observations
 JK1394.and is referenced to NAD 83.
 JK1394
 JK1394.The geoid height was determined by GEOID03.
 JK1394
 JK1394;                    North         East     Units Scale Factor Converg.
 JK1394;SPC CO S     -   475,149.510   974,847.587   MT  0.99996568   +0 25 23.8
 JK1394;SPC CO S     - 1,558,886.35  3,198,312.46   sFT  0.99996568   +0 25 23.8
 JK1394;UTM  13      - 4,227,970.425   516,644.753   MT  0.99960341   +0 07 03.2
 JK1394
 JK1394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1394!SPC CO S     -   0.99975541  x   0.99996568  =   0.99972110
 JK1394!UTM  13      -   0.99975541  x   0.99960341  =   0.99935892
 JK1394
 JK1394                          SUPERSEDED SURVEY CONTROL
 JK1394
 JK1394  ELLIP H (08/30/94) 1559.15   (m)                       GP(       ) 4 1
 JK1394
 JK1394.Superseded values are not recommended for survey control.
 JK1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1394.See file dsdata.txt to determine how the superseded data were derived.
 JK1394
 JK1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC1664527970(NAD 83)
 JK1394_MARKER: DH = HORIZONTAL CONTROL DISK
 JK1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1394_SP_SET: CONCRETE POST
 JK1394_STAMPING: DYKES 1993
 JK1394_MARK LOGO: NGS   
 JK1394_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK1394+STABILITY: SURFACE MOTION
 JK1394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1394+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JK1394
 JK1394  HISTORY     - Date     Condition        Report By
 JK1394  HISTORY     - 1993     MONUMENTED       CODOT
 JK1394
 JK1394                          STATION DESCRIPTION
 JK1394
 JK1394'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1993
 JK1394'STATION IS LOCATED ABOUT 13 MI (20.9 KM) SOUTHWEST OF PUEBLO AND 12 MI
 JK1394'(19.3 KM) SOUTHEAST OF WETMORE IN SEC 29, T 21 S, R 66 W OF THE 6TH
 JK1394'PM.
 JK1394'TO REACH THE STATION FROM THE INTERSECTION OF S.H. 96 AND S.H. 45,
 JK1394'PROCEED WEST ON S.H. 96 5.5 MI (8.9 KM) TO RED CREEK ROAD, PROCEED
 JK1394'SOUTHWESTERLY ON RED CREEK ROAD FOR ABOUT 4 MI (6.4 KM) TO THE
 JK1394'STATION ON THE LEFT.
 JK1394'STATION MARK IS AN NGS BRASS HORIZONTAL CONTROL DISK SET INTO A
 JK1394'CONCRETE POST SET FLUSH WITH THE GROUND ON TOP OF A RIDGE RUNNING
 JK1394'SOUTH, 1.1 M (3.6 FT) NORTH OF RED CREEK COUNTY ROAD ROW FENCE, 9.25
 JK1394'M (30.35 FT) SOUTH OF CENTERLINE OF RED CREEK ROAD, 26.8 M (87.9 FT)
 JK1394'WEST OF A FIELD APPROACH, 15 M (49.2 FT) EAST OF A CLUSTER OF JUNIPER
 JK1394'TREES AND 1 M (3.3 FT) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0433 ***********************************************************************
 JK0433  DESIGNATION -  E
 JK0433  PID         -  JK0433
 JK0433  STATE/COUNTY-  CO/PARK
 JK0433  USGS QUAD   -  LAKE GEORGE (1984)
 JK0433
 JK0433                         *CURRENT SURVEY CONTROL
 JK0433  ___________________________________________________________________
 JK0433* NAD 83(1986)-  38 59 10.     (N)    105 21 47.     (W)     SCALED    
 JK0433* NAVD 88     -      2415.891  (meters)    7926.14   (feet)  ADJUSTED  
 JK0433  ___________________________________________________________________
 JK0433  GEOID HEIGHT-         -13.92  (meters)                     GEOID03
 JK0433  DYNAMIC HT  -        2413.072 (meters)    7916.89  (feet)  COMP
 JK0433  MODELED GRAV-     979,373.1   (mgal)                       NAVD 88
 JK0433
 JK0433  VERT ORDER  -  SECOND    CLASS 0
 JK0433
 JK0433.The horizontal coordinates were scaled from a topographic map and have
 JK0433.an estimated accuracy of +/- 6 seconds.
 JK0433
 JK0433.The orthometric height was determined by differential leveling
 JK0433.and adjusted by the National Geodetic Survey in June 1991..
 JK0433
 JK0433.The geoid height was determined by GEOID03.
 JK0433
 JK0433.The dynamic height is computed by dividing the NAVD 88
 JK0433.geopotential number by the normal gravity value computed on the
 JK0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0433.degrees latitude (g = 980.6199 gals.).
 JK0433
 JK0433.The modeled gravity was interpolated from observed gravity values.
 JK0433
 JK0433;                    North         East    Units  Estimated Accuracy
 JK0433;SPC CO C     -   432,780.      926,270.      MT  (+/- 180 meters Scaled)
 JK0433
 JK0433                          SUPERSEDED SURVEY CONTROL
 JK0433
 JK0433  NGVD 29 (??/??/92) 2414.603  (m)         7921.91   (f) ADJ UNCH    2 0
 JK0433
 JK0433.Superseded values are not recommended for survey control.
 JK0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0433.See file dsdata.txt to determine how the superseded data were derived.
 JK0433
 JK0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD685152(NAD 83)
 JK0433_MARKER: DD = SURVEY DISK
 JK0433_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JK0433_SP_SET: BRIDGE
 JK0433_STAMPING: E
 JK0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0433
 JK0433  HISTORY     - Date     Condition        Report By
 JK0433  HISTORY     - UNK      MONUMENTED       DMWW
 JK0433  HISTORY     - 1934     GOOD             NGS
 JK0433
 JK0433                          STATION DESCRIPTION
 JK0433
 JK0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JK0433'0.3 MI NW FROM LAKE GEORGE.
 JK0433'0.3 MILE NORTHWEST ALONG U.S. HIGHWAY 24 FROM LAKE GEORGE,
 JK0433'PARK COUNTY, IN THE EAST SIDE OF THE CONCRETE BRIDGE OVER
 JK0433'SOUTH PLATTE RIVER, 2 FEET NORTH OF THE SOUTH END, AND ABOUT
 JK0433'20 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A DENVER
 JK0433'MUNICIPAL WATER WORKS STANDARD DISK, STAMPED E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0572 ***********************************************************************
 LL0572  DESIGNATION -  E 1
 LL0572  PID         -  LL0572
 LL0572  STATE/COUNTY-  CO/LARIMER
 LL0572  USGS QUAD   -  GLEN HAVEN (1980)
 LL0572
 LL0572                         *CURRENT SURVEY CONTROL
 LL0572  ___________________________________________________________________
 LL0572* NAD 83(1986)-  40 23 48.     (N)    105 25 14.     (W)     SCALED    
 LL0572* NAVD 88     -      2146.526  (meters)    7042.39   (feet)  ADJUSTED  
 LL0572  ___________________________________________________________________
 LL0572  GEOID HEIGHT-         -13.31  (meters)                     GEOID03
 LL0572  DYNAMIC HT  -        2144.376 (meters)    7035.34  (feet)  COMP
 LL0572  MODELED GRAV-     979,546.5   (mgal)                       NAVD 88
 LL0572
 LL0572  VERT ORDER  -  SECOND    CLASS 0
 LL0572
 LL0572.The horizontal coordinates were scaled from a topographic map and have
 LL0572.an estimated accuracy of +/- 6 seconds.
 LL0572
 LL0572.The orthometric height was determined by differential leveling
 LL0572.and adjusted by the National Geodetic Survey in June 1991..
 LL0572
 LL0572.The geoid height was determined by GEOID03.
 LL0572
 LL0572.The dynamic height is computed by dividing the NAVD 88
 LL0572.geopotential number by the normal gravity value computed on the
 LL0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0572.degrees latitude (g = 980.6199 gals.).
 LL0572
 LL0572.The modeled gravity was interpolated from observed gravity values.
 LL0572
 LL0572;                    North         East    Units  Estimated Accuracy
 LL0572;SPC CO N     -   422,870.      921,150.      MT  (+/- 180 meters Scaled)
 LL0572
 LL0572                          SUPERSEDED SURVEY CONTROL
 LL0572
 LL0572  NGVD 29 (??/??/92) 2145.311  (m)         7038.41   (f) ADJ UNCH    2 0
 LL0572
 LL0572.Superseded values are not recommended for survey control.
 LL0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0572.See file dsdata.txt to determine how the superseded data were derived.
 LL0572
 LL0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE643718(NAD 83)
 LL0572_MARKER: DD = SURVEY DISK
 LL0572_SETTING: 80 = SET IN A BOULDER
 LL0572_STAMPING: E 1 1938 7036.622
 LL0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0572+STABILITY: SURFACE MOTION
 LL0572
 LL0572  HISTORY     - Date     Condition        Report By
 LL0572  HISTORY     - 1938     MONUMENTED       BOR
 LL0572  HISTORY     - 1951     GOOD             NGS
 LL0572
 LL0572                          STATION DESCRIPTION
 LL0572
 LL0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LL0572'7 MI E FROM ESTES PARK.
 LL0572'7.0 MILES EAST ALONG U.S. HIGHWAY 34 FROM THE POST OFFICE AT ESTES
 LL0572'PARK, 0.5 MILE EAST OF THE 3RD BRIDGE EAST OF ESTES PARK, 33 FEET
 LL0572'EAST OF THE CENTER LINE OF THE HIGHWAY, 5 FEET NORTHEAST OF A
 LL0572'FEDERAL AID PROJECT CONCRETE MARKER POST, 4 FEET NORTH OF A HIGHWAY
 LL0572'RIGHT OF WAY MARKER DISK, SET IN THE TOP OF A LARGE GRANITE BOULDER,
 LL0572'THE HIGHWAY MARKER DISK IS SET IN THE SAME BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0165 ***********************************************************************
 JK0165  DESIGNATION -  E 1
 JK0165  PID         -  JK0165
 JK0165  STATE/COUNTY-  CO/EL PASO
 JK0165  USGS QUAD   -  PIKEVIEW (1994)
 JK0165
 JK0165                         *CURRENT SURVEY CONTROL
 JK0165  ___________________________________________________________________
 JK0165* NAD 83(1986)-  38 59 46.     (N)    104 49 56.     (W)     SCALED    
 JK0165* NAVD 88     -      1987.343  (meters)    6520.14   (feet)  ADJUSTED  
 JK0165  ___________________________________________________________________
 JK0165  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 JK0165  DYNAMIC HT  -        1985.150 (meters)    6512.95  (feet)  COMP
 JK0165  MODELED GRAV-     979,453.4   (mgal)                       NAVD 88
 JK0165
 JK0165  VERT ORDER  -  FIRST     CLASS II
 JK0165
 JK0165.The horizontal coordinates were scaled from a topographic map and have
 JK0165.an estimated accuracy of +/- 6 seconds.
 JK0165
 JK0165.The orthometric height was determined by differential leveling
 JK0165.and adjusted by the National Geodetic Survey in June 1991..
 JK0165
 JK0165.The geoid height was determined by GEOID03.
 JK0165
 JK0165.The dynamic height is computed by dividing the NAVD 88
 JK0165.geopotential number by the normal gravity value computed on the
 JK0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0165.degrees latitude (g = 980.6199 gals.).
 JK0165
 JK0165.The modeled gravity was interpolated from observed gravity values.
 JK0165
 JK0165;                    North         East    Units  Estimated Accuracy
 JK0165;SPC CO C     -   434,090.      972,250.      MT  (+/- 180 meters Scaled)
 JK0165
 JK0165                          SUPERSEDED SURVEY CONTROL
 JK0165
 JK0165  NGVD 29 (??/??/92) 1986.199  (m)         6516.39   (f) ADJ UNCH    1 2
 JK0165
 JK0165.Superseded values are not recommended for survey control.
 JK0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0165.See file dsdata.txt to determine how the superseded data were derived.
 JK0165
 JK0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED145163(NAD 83)
 JK0165_MARKER: Q = CHISELED SQUARE
 JK0165_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JK0165_SP_SET: ABUTMENT
 JK0165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0165
 JK0165  HISTORY     - Date     Condition        Report By
 JK0165  HISTORY     - UNK      MONUMENTED       CGS
 JK0165  HISTORY     - 1934     GOOD             NGS
 JK0165  HISTORY     - 1934     GOOD             NGS
 JK0165
 JK0165                          STATION DESCRIPTION
 JK0165
 JK0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JK0165'7.3 MI S FROM MONUMENT.
 JK0165'0.2 MILE WEST ALONG A GRAVELED STREET FROM THE GRADE SCHOOL AT
 JK0165'MONUMENT, THENCE 7.1 MILES SOUTH ALONG THE DENVER AND RIO GRANDE
 JK0165'WESTERN RAILROAD, 0.2 MILE SOUTH OF MILEPOST 63, 6 FEET EAST OF THE
 JK0165'EAST RAIL, ON THE EAST END OF THE NORTH ABUTMENT OF BRIDGE 63.18,
 JK0165'SURROUNDED BY THE LETTERS USBM, ON THE EAST END OF THE STONE THAT
 JK0165'THE STEEL GIRDERS REST ON.
 JK0165
 JK0165                          STATION RECOVERY (1934)
 JK0165
 JK0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 JK0165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0403 ***********************************************************************
 LL0403  DESIGNATION -  E 10
 LL0403  PID         -  LL0403
 LL0403  STATE/COUNTY-  CO/LARIMER
 LL0403  USGS QUAD   -  HORSETOOTH RESERVOIR (1962)
 LL0403
 LL0403                         *CURRENT SURVEY CONTROL
 LL0403  ___________________________________________________________________
 LL0403* NAD 83(1986)-  40 30 04.     (N)    105 11 55.     (W)     SCALED    
 LL0403* NAVD 88     -      1654.093  (meters)    5426.80   (feet)  ADJUSTED  
 LL0403  ___________________________________________________________________
 LL0403  GEOID HEIGHT-         -15.08  (meters)                     GEOID03
 LL0403  DYNAMIC HT  -        1652.654 (meters)    5422.08  (feet)  COMP
 LL0403  MODELED GRAV-     979,697.0   (mgal)                       NAVD 88
 LL0403
 LL0403  VERT ORDER  -  SECOND    CLASS 0
 LL0403
 LL0403.The horizontal coordinates were scaled from a topographic map and have
 LL0403.an estimated accuracy of +/- 6 seconds.
 LL0403
 LL0403.The orthometric height was determined by differential leveling
 LL0403.and adjusted by the National Geodetic Survey in June 1991..
 LL0403
 LL0403.The geoid height was determined by GEOID03.
 LL0403
 LL0403.The dynamic height is computed by dividing the NAVD 88
 LL0403.geopotential number by the normal gravity value computed on the
 LL0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0403.degrees latitude (g = 980.6199 gals.).
 LL0403
 LL0403.The modeled gravity was interpolated from observed gravity values.
 LL0403
 LL0403;                    North         East    Units  Estimated Accuracy
 LL0403;SPC CO N     -   434,510.      939,950.      MT  (+/- 180 meters Scaled)
 LL0403
 LL0403                          SUPERSEDED SURVEY CONTROL
 LL0403
 LL0403  NGVD 29 (??/??/92) 1653.096  (m)         5423.53   (f) ADJ UNCH    2 0
 LL0403
 LL0403.Superseded values are not recommended for survey control.
 LL0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0403.See file dsdata.txt to determine how the superseded data were derived.
 LL0403
 LL0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE831833(NAD 83)
 LL0403_MARKER: DD = SURVEY DISK
 LL0403_SETTING: 66 = SET IN ROCK OUTCROP
 LL0403_SP_SET: ROCK OUTCROP
 LL0403_STAMPING: E 10 1939 5421.655
 LL0403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL0403+STABILITY: POSITION/ELEVATION WELL
 LL0403
 LL0403  HISTORY     - Date     Condition        Report By
 LL0403  HISTORY     - 1939     MONUMENTED       BOR
 LL0403  HISTORY     - 1939     GOOD             NGS
 LL0403  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0403  HISTORY     - 20030827 MARK NOT FOUND   USPSQD
 LL0403
 LL0403                          STATION DESCRIPTION
 LL0403
 LL0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 LL0403'1.6 MI NE FROM MASONVILLE.
 LL0403'1.6 MILES NORTHEAST ALONG FORT COLLINS ROAD FROM THE JUNCTION OF
 LL0403'BUCKHORN ROAD AND MASONVILLE STORE AT MASONVILLE, LARIMER COUNTY.
 LL0403'0.35 MILE SOUTH OF A BRIDGE OVER REDSTONE CREEK, 150 FEET WEST ACROSS
 LL0403'THE CREEK FROM AN OLD ABANDONED CABIN, ON THE WEST SIDE OF REDSTONE
 LL0403'CREEK, 4 FEET WEST OF THE WEST SHOULDER OF THE ROAD, 1 FOOT SOUTH OF
 LL0403'THE SOUTH SIDE OF A SMALL WASH, ON A SHARP POINT BETWEEN THE WASH AND
 LL0403'THE ROAD, IN THE TOP OF AN OUTCROPPING RED CONGLOMERATE ROCK, AND
 LL0403'3 FEET HIGHER THAN THE ROAD.  A UNITED STATES BUREAU OF RECLAMATION
 LL0403'STANDARD DISK, STAMPED E 10 1939 5421.655.
 LL0403
 LL0403                          STATION RECOVERY (1984)
 LL0403
 LL0403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0403'MARK NOT FOUND.
 LL0403
 LL0403                          STATION RECOVERY (2003)
 LL0403
 LL0403'RECOVERY NOTE BY US POWER SQUADRON 2003 (EH)
 LL0403'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0386 ***********************************************************************
 JL0386  DESIGNATION -  E 10
 JL0386  PID         -  JL0386
 JL0386  STATE/COUNTY-  CO/MONTROSE
 JL0386  USGS QUAD   -  MONTROSE WEST (1983)
 JL0386
 JL0386                         *CURRENT SURVEY CONTROL
 JL0386  ___________________________________________________________________
 JL0386* NAD 83(1986)-  38 28 40.     (N)    107 52 34.     (W)     SCALED    
 JL0386* NAVD 88     -      1770.937  (meters)    5810.15   (feet)  ADJUSTED  
 JL0386  ___________________________________________________________________
 JL0386  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 JL0386  DYNAMIC HT  -        1768.986 (meters)    5803.75  (feet)  COMP
 JL0386  MODELED GRAV-     979,464.4   (mgal)                       NAVD 88
 JL0386
 JL0386  VERT ORDER  -  FIRST     CLASS II
 JL0386
 JL0386.The horizontal coordinates were scaled from a topographic map and have
 JL0386.an estimated accuracy of +/- 6 seconds.
 JL0386
 JL0386.The orthometric height was determined by differential leveling
 JL0386.and adjusted by the National Geodetic Survey in June 1991..
 JL0386.WARNING-Repeat measurements at this control monument indicate possible
 JL0386.vertical movement.
 JL0386
 JL0386.The geoid height was determined by GEOID03.
 JL0386
 JL0386.The dynamic height is computed by dividing the NAVD 88
 JL0386.geopotential number by the normal gravity value computed on the
 JL0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0386.degrees latitude (g = 980.6199 gals.).
 JL0386
 JL0386.The modeled gravity was interpolated from observed gravity values.
 JL0386
 JL0386;                    North         East    Units  Estimated Accuracy
 JL0386;SPC CO S     -   508,450.      707,080.      MT  (+/- 180 meters Scaled)
 JL0386
 JL0386                          SUPERSEDED SURVEY CONTROL
 JL0386
 JL0386  NGVD 29 (??/??/92) 1769.750  (m)         5806.25   (f) ADJ UNCH    1 2
 JL0386
 JL0386.Superseded values are not recommended for survey control.
 JL0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0386.See file dsdata.txt to determine how the superseded data were derived.
 JL0386
 JL0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC491627(NAD 83)
 JL0386_MARKER: DB = BENCH MARK DISK
 JL0386_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JL0386+WITH SETTING: PAVEMENT
 JL0386_STAMPING: 5806.366 E 10 1926
 JL0386_MARK LOGO: CGS   
 JL0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0386+STABILITY: SURFACE MOTION
 JL0386
 JL0386  HISTORY     - Date     Condition        Report By
 JL0386  HISTORY     - 1926     MONUMENTED       CGS
 JL0386  HISTORY     - 1955     GOOD             NGS
 JL0386  HISTORY     - 1969     GOOD             NGS
 JL0386  HISTORY     - 1984     GOOD             NGS
 JL0386  HISTORY     - 20030621 MARK NOT FOUND   USPSQD
 JL0386
 JL0386                          STATION DESCRIPTION
 JL0386
 JL0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JL0386'IN MONTROSE.
 JL0386'AT MONTROSE, MONTROSE COUNTY, AT THE MONTROSE COUNTY COURTHOUSE 70
 JL0386'FEET SOUTHEAST OF THE CENTERLINE OF SOUTH FIRST STREET, 21 FEET
 JL0386'NORTHWEST OF THE NORTHWEST WALL OF THE COURTHOUSE, 15 FEET SOUTHWEST
 JL0386'OF THE CENTERLINE OF THE STEPS TO THE FRONT ENTRANCE, AND IN THE WEST
 JL0386'CORNER OF THE BOTTOM SANDSTONE STEP.  A STANDARD DISK, STAMPED
 JL0386'5806.366 E 10 1926.
 JL0386
 JL0386                          STATION RECOVERY (1969)
 JL0386
 JL0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JL0386'RECOVERED IN GOOD CONDITION.
 JL0386
 JL0386                          STATION RECOVERY (1984)
 JL0386
 JL0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0386'RECOVERED IN GOOD CONDITION.  ADD=AT 300 SOUTH FIRST STREET.  NOTE=THE
 JL0386'STEPS HAVE BEEN BUILT UP AND ACCESS TO THE DISK IS THROUGH A 4-INCH
 JL0386'HOLE.
 JL0386
 JL0386                          STATION RECOVERY (2003)
 JL0386
 JL0386'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 JL0386'STEP WAS RESURFACED OVER LOCATION FOR MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0030 ***********************************************************************
 KJ0030  DESIGNATION -  E 100
 KJ0030  PID         -  KJ0030
 KJ0030  STATE/COUNTY-  CO/YUMA
 KJ0030  USGS QUAD   -  BONNY RESERVOIR NORTH (1968)
 KJ0030
 KJ0030                         *CURRENT SURVEY CONTROL
 KJ0030  ___________________________________________________________________
 KJ0030* NAD 83(1986)-  39 44 42.     (N)    102 07 37.     (W)     SCALED    
 KJ0030* NAVD 88     -      1151.108  (meters)    3776.59   (feet)  ADJUSTED  
 KJ0030  ___________________________________________________________________
 KJ0030  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 KJ0030  DYNAMIC HT  -        1150.176 (meters)    3773.54  (feet)  COMP
 KJ0030  MODELED GRAV-     979,777.6   (mgal)                       NAVD 88
 KJ0030
 KJ0030  VERT ORDER  -  SECOND    CLASS 0
 KJ0030
 KJ0030.The horizontal coordinates were scaled from a topographic map and have
 KJ0030.an estimated accuracy of +/- 6 seconds.
 KJ0030
 KJ0030.The orthometric height was determined by differential leveling
 KJ0030.and adjusted by the National Geodetic Survey in June 1991..
 KJ0030
 KJ0030.The geoid height was determined by GEOID03.
 KJ0030
 KJ0030.The dynamic height is computed by dividing the NAVD 88
 KJ0030.geopotential number by the normal gravity value computed on the
 KJ0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0030.degrees latitude (g = 980.6199 gals.).
 KJ0030
 KJ0030.The modeled gravity was interpolated from observed gravity values.
 KJ0030
 KJ0030;                    North         East    Units  Estimated Accuracy
 KJ0030;SPC CO N     -   356,010.    1,203,440.      MT  (+/- 180 meters Scaled)
 KJ0030
 KJ0030                          SUPERSEDED SURVEY CONTROL
 KJ0030
 KJ0030  NGVD 29 (??/??/92) 1150.626  (m)         3775.01   (f) ADJ UNCH    2 0
 KJ0030
 KJ0030.Superseded values are not recommended for survey control.
 KJ0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0030.See file dsdata.txt to determine how the superseded data were derived.
 KJ0030
 KJ0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGE461034(NAD 83)
 KJ0030_MARKER: DB = BENCH MARK DISK
 KJ0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0030_STAMPING: E 100 1935
 KJ0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0030+STABILITY: SURFACE MOTION
 KJ0030
 KJ0030  HISTORY     - Date     Condition        Report By
 KJ0030  HISTORY     - 1935     MONUMENTED       CGS
 KJ0030  HISTORY     - 1949     GOOD             USGS
 KJ0030  HISTORY     - 1971     GOOD             USGS
 KJ0030
 KJ0030                          STATION DESCRIPTION
 KJ0030
 KJ0030'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 KJ0030'4.3 MI SW FROM WEST GURNEY.
 KJ0030'IDALIA, YUMA CO., COLORADO, 3.0 MILES N. AND 9.0 MILES EAST OF, 1.0
 KJ0030'MILES EAST OF JUNCTION OF U.S. HWY. 36 AND STATE HWY. 53 S. TO
 KJ0030'HALE, COLO. T3-4S. R42-43W, COR. SECS. 1-6-31-36, 48 FT. N. AND
 KJ0030'31 FT. E. OF CENTER LINE OF CROSS ROADS.  IN A CONCRETE POST A
 KJ0030'STD. U.S.C. AND G.S. DISK STAMPED E 100 1935.
 KJ0030
 KJ0030                          STATION RECOVERY (1971)
 KJ0030
 KJ0030'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KJ0030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0206 ***********************************************************************
 LK0206  DESIGNATION -  E 102 RESET
 LK0206  PID         -  LK0206
 LK0206  STATE/COUNTY-  CO/LOGAN
 LK0206  USGS QUAD   -  STERLING NORTH (1951)
 LK0206
 LK0206                         *CURRENT SURVEY CONTROL
 LK0206  ___________________________________________________________________
 LK0206* NAD 83(1986)-  40 37 41.     (N)    103 12 07.     (W)     SCALED    
 LK0206* NAVD 88     -      1199.70   (meters)    3936.0    (feet)  RESET     
 LK0206  ___________________________________________________________________
 LK0206  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 LK0206
 LK0206  VERT ORDER  -  THIRD
 LK0206
 LK0206.The horizontal coordinates were scaled from a topographic map and have
 LK0206.an estimated accuracy of +/- 6 seconds.
 LK0206
 LK0206.The orthometric height was computed from unverified reset data.
 LK0206.No vertical observational check was made to the station.
 LK0206
 LK0206.The geoid height was determined by GEOID03.
 LK0206
 LK0206;                    North         East    Units  Estimated Accuracy
 LK0206;SPC CO N     -   451,080.    1,108,810.      MT  (+/- 180 meters Scaled)
 LK0206
 LK0206                          SUPERSEDED SURVEY CONTROL
 LK0206
 LK0206  NGVD 29 (??/??/??) 1199.17   (m)         3934.3    (f) RESET       3  
 LK0206
 LK0206.Superseded values are not recommended for survey control.
 LK0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0206.See file dsdata.txt to determine how the superseded data were derived.
 LK0206
 LK0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE520990(NAD 83)
 LK0206_MARKER: DB = BENCH MARK DISK
 LK0206_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LK0206_SP_SET: BRIDGE PIER
 LK0206_STAMPING: E 102 RESET 1949
 LK0206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0206
 LK0206  HISTORY     - Date     Condition        Report By
 LK0206  HISTORY     - 1949     MONUMENTED       CBQRR
 LK0206  HISTORY     - 1951     GOOD             USGS
 LK0206
 LK0206                          STATION DESCRIPTION
 LK0206
 LK0206'DESCRIBED BY BURLINGTON RAILROAD 1949
 LK0206'AT STERLING.
 LK0206'E 102 RESET-- AT STERLING, LOGAN COUNTY, 0.5 MILE NORTH OF THE UNION
 LK0206'STATION, 116 FEET SOUTHWEST OF THE CROSSING OF THE CHICAGO,
 LK0206'BURLINGTON AND QUINCY RAILROAD AND THE UNION PACIFIC RAILROAD, AND
 LK0206'IN THE TOP OF THE SOUTHWEST CONCRETE PIER OF THE C.B. AND Q. RR. WATER
 LK0206'TANK.  A STANDARD DISK, STAMPED E 102 RESET 1949.  NOTE.-- THIS BENCH
 LK0206'MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED BY ENGINEERS OF
 LK0206'THE CHICAGO, BURLINGTON AND QUINCY RAILROAD IN DECEMBER 1949.
 LK0206
 LK0206                          STATION RECOVERY (1951)
 LK0206
 LK0206'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 LK0206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0162 ***********************************************************************
 LK0162  DESIGNATION -  E 103
 LK0162  PID         -  LK0162
 LK0162  STATE/COUNTY-  CO/PHILLIPS
 LK0162  USGS QUAD   -  HAXTUN WEST (1980)
 LK0162
 LK0162                         *CURRENT SURVEY CONTROL
 LK0162  ___________________________________________________________________
 LK0162* NAD 83(1986)-  40 38 43.     (N)    102 39 55.     (W)     SCALED    
 LK0162* NAVD 88     -      1245.325  (meters)    4085.70   (feet)  ADJUSTED  
 LK0162  ___________________________________________________________________
 LK0162  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 LK0162  DYNAMIC HT  -        1244.415 (meters)    4082.72  (feet)  COMP
 LK0162  MODELED GRAV-     979,849.9   (mgal)                       NAVD 88
 LK0162
 LK0162  VERT ORDER  -  SECOND    CLASS 0
 LK0162
 LK0162.The horizontal coordinates were scaled from a topographic map and have
 LK0162.an estimated accuracy of +/- 6 seconds.
 LK0162
 LK0162.The orthometric height was determined by differential leveling
 LK0162.and adjusted by the National Geodetic Survey in June 1991..
 LK0162
 LK0162.The geoid height was determined by GEOID03.
 LK0162
 LK0162.The dynamic height is computed by dividing the NAVD 88
 LK0162.geopotential number by the normal gravity value computed on the
 LK0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0162.degrees latitude (g = 980.6199 gals.).
 LK0162
 LK0162.The modeled gravity was interpolated from observed gravity values.
 LK0162
 LK0162;                    North         East    Units  Estimated Accuracy
 LK0162;SPC CO N     -   454,300.    1,154,130.      MT  (+/- 180 meters Scaled)
 LK0162
 LK0162                          SUPERSEDED SURVEY CONTROL
 LK0162
 LK0162  NGVD 29 (??/??/92) 1244.792  (m)         4083.96   (f) ADJ UNCH    2 0
 LK0162
 LK0162.Superseded values are not recommended for survey control.
 LK0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0162.See file dsdata.txt to determine how the superseded data were derived.
 LK0162
 LK0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF974020(NAD 83)
 LK0162_MARKER: DB = BENCH MARK DISK
 LK0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0162_STAMPING: E 103 1935
 LK0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0162+STABILITY: SURFACE MOTION
 LK0162
 LK0162  HISTORY     - Date     Condition        Report By
 LK0162  HISTORY     - 1935     MONUMENTED       CGS
 LK0162  HISTORY     - 1938     GOOD             NGS
 LK0162
 LK0162                          STATION DESCRIPTION
 LK0162
 LK0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 LK0162'1.9 MI W FROM HAXTUN.
 LK0162'1.9 MILES W OF HAXTON, AT THE PHILLIPS AND LOGAN COUNTY LINE, 0.4
 LK0162'MI. W. OF MILEPOST 199, 55 FEET W. OF CENTERLINE OF N. AND S. ROAD
 LK0162'CROSSING TRACKS, 70 FEET N. OF THE CENTERLINE OF U. S. HWY. NO. 6, 50
 LK0162'FEET S. OF THE CENTERLINE OF TRACKS, AND 10 FEET S. OF A TELEPHONE
 LK0162'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0711 ***********************************************************************
 LL0711  DESIGNATION -  E 105
 LL0711  PID         -  LL0711
 LL0711  STATE/COUNTY-  CO/LARIMER
 LL0711  USGS QUAD   -  LOVELAND (1984)
 LL0711
 LL0711                         *CURRENT SURVEY CONTROL
 LL0711  ___________________________________________________________________
 LL0711* NAD 83(1986)-  40 29 42.     (N)    105 04 39.     (W)     SCALED    
 LL0711* NAVD 88     -      1534.611  (meters)    5034.80   (feet)  ADJUSTED  
 LL0711  ___________________________________________________________________
 LL0711  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 LL0711  DYNAMIC HT  -        1533.303 (meters)    5030.51  (feet)  COMP
 LL0711  MODELED GRAV-     979,719.0   (mgal)                       NAVD 88
 LL0711
 LL0711  VERT ORDER  -  SECOND    CLASS 0
 LL0711
 LL0711.The horizontal coordinates were scaled from a topographic map and have
 LL0711.an estimated accuracy of +/- 6 seconds.
 LL0711
 LL0711.The orthometric height was determined by differential leveling
 LL0711.and adjusted by the National Geodetic Survey in June 1991..
 LL0711
 LL0711.The geoid height was determined by GEOID03.
 LL0711
 LL0711.The dynamic height is computed by dividing the NAVD 88
 LL0711.geopotential number by the normal gravity value computed on the
 LL0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0711.degrees latitude (g = 980.6199 gals.).
 LL0711
 LL0711.The modeled gravity was interpolated from observed gravity values.
 LL0711
 LL0711;                    North         East    Units  Estimated Accuracy
 LL0711;SPC CO N     -   433,870.      950,220.      MT  (+/- 180 meters Scaled)
 LL0711
 LL0711                          SUPERSEDED SURVEY CONTROL
 LL0711
 LL0711  NGVD 29 (??/??/92) 1533.628  (m)         5031.58   (f) ADJ UNCH    2 0
 LL0711
 LL0711.Superseded values are not recommended for survey control.
 LL0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0711.See file dsdata.txt to determine how the superseded data were derived.
 LL0711
 LL0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE934827(NAD 83)
 LL0711_MARKER: DB = BENCH MARK DISK
 LL0711_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0711_SP_SET: IRRIGATION SIPHON
 LL0711_STAMPING: E 105 1935
 LL0711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0711
 LL0711  HISTORY     - Date     Condition        Report By
 LL0711  HISTORY     - 1935     MONUMENTED       CGS
 LL0711  HISTORY     - 1952     GOOD             NGS
 LL0711  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0711  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0711
 LL0711                          STATION DESCRIPTION
 LL0711
 LL0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 LL0711'5.2 MI S FROM FORT COLLINS.
 LL0711'5.25 MILES SOUTH ALONG U.S. HIGHWAYS 87 AND 287 FROM THE SOUTH
 LL0711'MAIN ENTRANCE TO COLORADO A. AND M. COLLEGE AT FORT COLLINS, 45
 LL0711'FEET NORTHEAST OF THE CENTER OF AN INTERSECTION WITH A GRAVELED
 LL0711'ROAD, 35 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 140 FEET
 LL0711'SOUTHWEST OF THE SOUTHWEST CORNER OF CLEARS SERVICE STATION, SET
 LL0711'IN THE TOP OF THE SOUTHEAST CORNER OF THE EAST HEADWALL OF A
 LL0711'CONCRETE IRRIGATION SIPHON.  NOTE-- MARCH 1960 - TO BE RESET
 LL0711
 LL0711                          STATION RECOVERY (1984)
 LL0711
 LL0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0711'NO LONGER A HEADWALL AT THIS LOCATION.
 LL0711
 LL0711                          STATION RECOVERY (1984)
 LL0711
 LL0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0711'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0023 ***********************************************************************
 JM0023  DESIGNATION -  E 11
 JM0023  PID         -  JM0023
 JM0023  STATE/COUNTY-  CO/MESA
 JM0023  USGS QUAD   -  TRIANGLE MESA (1969)
 JM0023
 JM0023                         *CURRENT SURVEY CONTROL
 JM0023  ___________________________________________________________________
 JM0023* NAD 83(1986)-  38 51 39.     (N)    108 23 25.     (W)     SCALED    
 JM0023* NAVD 88     -      1441.005  (meters)    4727.70   (feet)  POSTED    
 JM0023  ___________________________________________________________________
 JM0023  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 JM0023  DYNAMIC HT  -        1439.580 (meters)    4723.02  (feet)  COMP
 JM0023  MODELED GRAV-     979,588.1   (mgal)                       NAVD 88
 JM0023
 JM0023  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JM0023
 JM0023.The horizontal coordinates were scaled from a topographic map and have
 JM0023.an estimated accuracy of +/- 6 seconds.
 JM0023
 JM0023.The orthometric height was determined by differential leveling
 JM0023.and adjusted by the National Geodetic Survey in 1992..
 JM0023.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JM0023.rate of 0.0 thru 1.0 mm/km.
 JM0023
 JM0023.The geoid height was determined by GEOID03.
 JM0023
 JM0023.The dynamic height is computed by dividing the NAVD 88
 JM0023.geopotential number by the normal gravity value computed on the
 JM0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0023.degrees latitude (g = 980.6199 gals.).
 JM0023
 JM0023.The modeled gravity was interpolated from observed gravity values.
 JM0023
 JM0023;                    North         East    Units  Estimated Accuracy
 JM0023;SPC CO C     -   422,850.      663,590.      MT  (+/- 180 meters Scaled)
 JM0023
 JM0023                          SUPERSEDED SURVEY CONTROL
 JM0023
 JM0023  NGVD 29 (??/??/92) 1439.948  (m)         4724.23   (f) ADJ UNCH    1 2
 JM0023
 JM0023.Superseded values are not recommended for survey control.
 JM0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0023.See file dsdata.txt to determine how the superseded data were derived.
 JM0023
 JM0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ264045(NAD 83)
 JM0023_MARKER: DB = BENCH MARK DISK
 JM0023_SETTING: 66 = SET IN ROCK OUTCROP
 JM0023_SP_SET: SANDSTONE ROCK
 JM0023_STAMPING: 4724.229 E 11 1926
 JM0023_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0023+STABILITY: POSITION/ELEVATION WELL
 JM0023
 JM0023  HISTORY     - Date     Condition        Report By
 JM0023  HISTORY     - 1926     MONUMENTED       CGS
 JM0023
 JM0023                          STATION DESCRIPTION
 JM0023
 JM0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 JM0023'11.8 MI SE FROM WHITEWATER.
 JM0023'11.8 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JM0023'FROM THE STATION AT WHITEWATER, MESA COUNTY, 60 FEET WEST OF MILEPOST
 JM0023'D-400, 150 FEET EAST OF THE EAST END OF A TUNNEL, 60 FEET NORTH OF THE
 JM0023'TRACK, AND 4-1/2 FEET HIGHER THAN THE TRACK, AND IN SANDSTONE ROCK
 JM0023'PROJECTING ABOUT 2 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED
 JM0023'4724.229 E 11 1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0405 ***********************************************************************
 LL0405  DESIGNATION -  E 11 RESET
 LL0405  PID         -  LL0405
 LL0405  STATE/COUNTY-  CO/LARIMER
 LL0405  USGS QUAD   -  HORSETOOTH RESERVOIR (1962)
 LL0405
 LL0405                         *CURRENT SURVEY CONTROL
 LL0405  ___________________________________________________________________
 LL0405* NAD 83(1986)-  40 31 20.     (N)    105 11 00.     (W)     SCALED    
 LL0405* NAVD 88     -      1758.69   (meters)    5770.0    (feet)  RESET     
 LL0405  ___________________________________________________________________
 LL0405  GEOID HEIGHT-         -15.16  (meters)                     GEOID03
 LL0405
 LL0405  VERT ORDER  -  THIRD
 LL0405
 LL0405.The horizontal coordinates were scaled from a topographic map and have
 LL0405.an estimated accuracy of +/- 6 seconds.
 LL0405
 LL0405.The orthometric height was computed from unverified reset data.
 LL0405
 LL0405.The geoid height was determined by GEOID03.
 LL0405
 LL0405;                    North         East    Units  Estimated Accuracy
 LL0405;SPC CO N     -   436,850.      941,240.      MT  (+/- 180 meters Scaled)
 LL0405
 LL0405                          SUPERSEDED SURVEY CONTROL
 LL0405
 LL0405.No superseded survey control is available for this station.
 LL0405
 LL0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE844857(NAD 83)
 LL0405_MARKER: DD = SURVEY DISK
 LL0405_SETTING: 66 = SET IN ROCK OUTCROP
 LL0405_SP_SET: ROCK OUTCROP
 LL0405_STAMPING: E 11 1965
 LL0405_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL0405+STABILITY: POSITION/ELEVATION WELL
 LL0405
 LL0405  HISTORY     - Date     Condition        Report By
 LL0405  HISTORY     - 1965     MONUMENTED       CODH
 LL0405  HISTORY     - 20030829 MARK NOT FOUND   USPSQD
 LL0405
 LL0405                          STATION DESCRIPTION
 LL0405
 LL0405'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1965
 LL0405'3.6 MI NW FROM MASONVILLE.
 LL0405'ABOUT 3.6 MILES  NW. ALONG FORT COLLINS ROAD FROM THE JUNCTION OF
 LL0405'BUCKHORN ROAD AND THE MASONVILLE STORE AT MASONVILLE, 11.6 MILES
 LL0405'SOUTHWEST OF FORT COLLINS, AT A SADDLE BETWEEN SPRING CANYON AND
 LL0405'REDSTONE CREEK, AT A ROAD BEND AT THE TOP OF THE SADDLE, 25 FEET
 LL0405'WEST OF A RIGHT-OF-WAY FENCE CORNER, 25 FEET SOUTH OF THE
 LL0405'SHOULDER OF THE ROAD, 25 FEET NORTH OF ROCKY OUTCROP.
 LL0405
 LL0405                          STATION RECOVERY (2003)
 LL0405
 LL0405'RECOVERY NOTE BY US POWER SQUADRON 2003 (EH)
 LL0405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0277 ***********************************************************************
 JK0277  DESIGNATION -  E 110
 JK0277  PID         -  JK0277
 JK0277  STATE/COUNTY-  CO/EL PASO
 JK0277  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK0277
 JK0277                         *CURRENT SURVEY CONTROL
 JK0277  ___________________________________________________________________
 JK0277* NAD 83(1986)-  38 46 21.     (N)    104 48 48.     (W)     SCALED    
 JK0277* NAVD 88     -      1810.600  (meters)    5940.28   (feet)  ADJUSTED  
 JK0277  ___________________________________________________________________
 JK0277  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 JK0277  DYNAMIC HT  -        1808.630 (meters)    5933.81  (feet)  COMP
 JK0277  MODELED GRAV-     979,476.1   (mgal)                       NAVD 88
 JK0277
 JK0277  VERT ORDER  -  SECOND    CLASS 0
 JK0277
 JK0277.The horizontal coordinates were scaled from a topographic map and have
 JK0277.an estimated accuracy of +/- 6 seconds.
 JK0277
 JK0277.The orthometric height was determined by differential leveling
 JK0277.and adjusted by the National Geodetic Survey in June 1991..
 JK0277
 JK0277.The geoid height was determined by GEOID03.
 JK0277
 JK0277.The dynamic height is computed by dividing the NAVD 88
 JK0277.geopotential number by the normal gravity value computed on the
 JK0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0277.degrees latitude (g = 980.6199 gals.).
 JK0277
 JK0277.The modeled gravity was interpolated from observed gravity values.
 JK0277
 JK0277;                    North         East    Units  Estimated Accuracy
 JK0277;SPC CO C     -   409,280.      974,070.      MT  (+/- 180 meters Scaled)
 JK0277
 JK0277                          SUPERSEDED SURVEY CONTROL
 JK0277
 JK0277  NGVD 29 (??/??/92) 1809.546  (m)         5936.82   (f) ADJ UNCH    2 0
 JK0277
 JK0277.Superseded values are not recommended for survey control.
 JK0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0277.See file dsdata.txt to determine how the superseded data were derived.
 JK0277
 JK0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC162915(NAD 83)
 JK0277_MARKER: DB = BENCH MARK DISK
 JK0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0277_STAMPING: E 110 1935
 JK0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0277+STABILITY: SURFACE MOTION
 JK0277
 JK0277  HISTORY     - Date     Condition        Report By
 JK0277  HISTORY     - 1935     MONUMENTED       CGS
 JK0277  HISTORY     - 1975     MARK NOT FOUND   NGS
 JK0277
 JK0277                          STATION DESCRIPTION
 JK0277
 JK0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JK0277'4.6 MI S FROM COLORADO SPRINGS.
 JK0277'4.6 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 JK0277'COLORADO SPRINGS, THENCE 2.1 MILES SOUTH ALONG STATE HIGHWAY 115,
 JK0277'ON THE INSIDE OF A SHARP CURVE, 30 FEET SOUTHWEST OF THE CENTERLINE
 JK0277'OF THE HIGHWAY, 27 FEET NORTH OF THE CENTERLINE OF A ROAD LEADING
 JK0277'WEST, AND 5 FEET SOUTHWEST OF A FENCE.  A STANDARD DISK, STAMPED
 JK0277'E 110 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JK0277
 JK0277                          STATION RECOVERY (1975)
 JK0277
 JK0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 JK0277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0003 ***********************************************************************
 JJ0003  DESIGNATION -  E 12
 JJ0003  PID         -  JJ0003
 JJ0003  STATE/COUNTY-  CO/CHEYENNE
 JJ0003  USGS QUAD   -  CHEYENNE WELLS (1982)
 JJ0003
 JJ0003                         *CURRENT SURVEY CONTROL
 JJ0003  ___________________________________________________________________
 JJ0003* NAD 83(1986)-  38 49 14.     (N)    102 20 57.     (W)     SCALED    
 JJ0003* NAVD 88     -      1309.904  (meters)    4297.58   (feet)  ADJUSTED  
 JJ0003  ___________________________________________________________________
 JJ0003  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 JJ0003  DYNAMIC HT  -        1308.704 (meters)    4293.64  (feet)  COMP
 JJ0003  MODELED GRAV-     979,665.8   (mgal)                       NAVD 88
 JJ0003
 JJ0003  VERT ORDER  -  FIRST     CLASS II
 JJ0003
 JJ0003.The horizontal coordinates were scaled from a topographic map and have
 JJ0003.an estimated accuracy of +/- 6 seconds.
 JJ0003
 JJ0003.The orthometric height was determined by differential leveling
 JJ0003.and adjusted by the National Geodetic Survey in June 1991..
 JJ0003
 JJ0003.The geoid height was determined by GEOID03.
 JJ0003
 JJ0003.The dynamic height is computed by dividing the NAVD 88
 JJ0003.geopotential number by the normal gravity value computed on the
 JJ0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0003.degrees latitude (g = 980.6199 gals.).
 JJ0003
 JJ0003.The modeled gravity was interpolated from observed gravity values.
 JJ0003
 JJ0003;                    North         East    Units  Estimated Accuracy
 JJ0003;SPC CO C     -   419,130.    1,187,970.      MT  (+/- 180 meters Scaled)
 JJ0003
 JJ0003                          SUPERSEDED SURVEY CONTROL
 JJ0003
 JJ0003  NGVD 29 (??/??/92) 1309.381  (m)         4295.86   (f) ADJ UNCH    1 2
 JJ0003
 JJ0003.Superseded values are not recommended for survey control.
 JJ0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0003.See file dsdata.txt to determine how the superseded data were derived.
 JJ0003
 JJ0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD301002(NAD 83)
 JJ0003_MARKER: DB = BENCH MARK DISK
 JJ0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JJ0003_SP_SET: BUILDING
 JJ0003_STAMPING: E 12 1926 4295.861
 JJ0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0003
 JJ0003  HISTORY     - Date     Condition        Report By
 JJ0003  HISTORY     - 1926     MONUMENTED       CGS
 JJ0003  HISTORY     - 1952     GOOD             NGS
 JJ0003
 JJ0003                          STATION DESCRIPTION
 JJ0003
 JJ0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JJ0003'AT CHEYENNE WELLS.
 JJ0003'AT CHEYENNE WELLS, AT THE COURTHOUSE, 2.4 FEET WEST OF THE SOUTHEAST
 JJ0003'CORNER OF THE COURTHOUSE, 2.4 FEET EAST OF THE EAST EDGE OF A WINDOW
 JJ0003'SILL, 2.3 FEET ABOVE THE SIDEWALK, SET VERTICALLY IN THE SOUTH WALL
 JJ0003'OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0061 ***********************************************************************
 KJ0061  DESIGNATION -  E 13 RESET
 KJ0061  PID         -  KJ0061
 KJ0061  STATE/COUNTY-  CO/KIT CARSON
 KJ0061  USGS QUAD   -  BURLINGTON (1984)
 KJ0061
 KJ0061                         *CURRENT SURVEY CONTROL
 KJ0061  ___________________________________________________________________
 KJ0061* NAD 83(1992)-  39 22 25.53462(N)    102 15 33.94161(W)     ADJUSTED  
 KJ0061* NAVD 88     -      1237.725  (meters)    4060.77   (feet)  ADJUSTED  
 KJ0061  ___________________________________________________________________
 KJ0061  X           -  -1,048,537.612 (meters)                     COMP
 KJ0061  Y           -  -4,825,441.750 (meters)                     COMP
 KJ0061  Z           -   4,025,249.496 (meters)                     COMP
 KJ0061  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 KJ0061  ELLIP HEIGHT-        1214.80  (meters)          (10/21/02) GPS OBS
 KJ0061  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 KJ0061  DYNAMIC HT  -        1236.653 (meters)    4057.25  (feet)  COMP
 KJ0061  MODELED GRAV-     979,718.4   (mgal)                       NAVD 88
 KJ0061
 KJ0061  HORZ ORDER  -  FIRST
 KJ0061  VERT ORDER  -  FIRST     CLASS II
 KJ0061  ELLP ORDER  -  FIFTH     CLASS I
 KJ0061
 KJ0061.The horizontal coordinates were established by GPS observations
 KJ0061.and adjusted by the National Geodetic Survey in June 2000..
 KJ0061
 KJ0061.The orthometric height was determined by differential leveling
 KJ0061.and adjusted by the National Geodetic Survey in June 1991..
 KJ0061
 KJ0061.Photographs are available for this station.
 KJ0061
 KJ0061.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KJ0061
 KJ0061.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0061
 KJ0061.The ellipsoidal height was determined by GPS observations
 KJ0061.and is referenced to NAD 83.
 KJ0061
 KJ0061.The geoid height was determined by GEOID03.
 KJ0061
 KJ0061.The dynamic height is computed by dividing the NAVD 88
 KJ0061.geopotential number by the normal gravity value computed on the
 KJ0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0061.degrees latitude (g = 980.6199 gals.).
 KJ0061
 KJ0061.The modeled gravity was interpolated from observed gravity values.
 KJ0061
 KJ0061;                    North         East     Units Scale Factor Converg.
 KJ0061;SPC CO C     -   480,780.220 1,193,564.085   MT  0.99994721   +2 02 37.7
 KJ0061;SPC CO C     - 1,577,359.77  3,915,884.84   sFT  0.99994721   +2 02 37.7
 KJ0061;UTM  13      - 4,361,837.607   736,075.100   MT  1.00028624   +1 44 21.7
 KJ0061
 KJ0061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0061!SPC CO C     -   0.99980945  x   0.99994721  =   0.99975667
 KJ0061!UTM  13      -   0.99980945  x   1.00028624  =   1.00009563
 KJ0061
 KJ0061                          SUPERSEDED SURVEY CONTROL
 KJ0061
 KJ0061  ELLIP H (06/30/00) 1214.79   (m)                       GP(       ) 1 1
 KJ0061  NAVD 88 (06/30/00) 1237.72   (m)         4060.8    (f) LEVELING    3  
 KJ0061  NGVD 29 (??/??/92) 1237.208  (m)         4059.07   (f) ADJ UNCH    1 2
 KJ0061
 KJ0061.Superseded values are not recommended for survey control.
 KJ0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0061.See file dsdata.txt to determine how the superseded data were derived.
 KJ0061
 KJ0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD3607561838(NAD 83)
 KJ0061_MARKER: DB = BENCH MARK DISK
 KJ0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0061_STAMPING: 4059.116 E 13 1926 RESET
 KJ0061_MARK LOGO: CGS   
 KJ0061_MAGNETIC: N = NO MAGNETIC MATERIAL
 KJ0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0061+STABILITY: SURFACE MOTION
 KJ0061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0061+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1999
 KJ0061
 KJ0061  HISTORY     - Date     Condition        Report By
 KJ0061  HISTORY     - 1926     MONUMENTED       CGS
 KJ0061  HISTORY     - 1942     GOOD             NGS
 KJ0061  HISTORY     - 1961     GOOD             LOCSUR
 KJ0061  HISTORY     - 19990409 GOOD             MSAM
 KJ0061
 KJ0061                          STATION DESCRIPTION
 KJ0061
 KJ0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KJ0061'5.5 MI N FROM BURLINGTON.
 KJ0061'5.5 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE COUNTY COURTHOUSE
 KJ0061'AT BURLINGTON, AT THE SOUTHWEST CORNER OF SECTION 6, T 8 S, R 43
 KJ0061'W, AT HIGHWAY STATION 730+80, 58 FEET NORTHEAST OF THE CENTER OF
 KJ0061'THE INTERSECTION OF AN EAST-AND-WEST SECTION-LINE ROAD, 45 FEET
 KJ0061'EAST OF THE CENTERLINE OF THE HIGHWAY, 34 FEET NORTH OF THE
 KJ0061'CENTERLINE OF THE ROAD, 4.3 FEET NORTH OF A FENCE CORNER, 1 FOOT
 KJ0061'WEST OF THE FENCE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST,
 KJ0061'AND ABOUT 2-1/2 FEET HIGHER THAN THE HIGHWAY,  A STANDARD DISK,
 KJ0061'STAMPED 4059.116 E 13 1926 RESET AND SET IN THE TOP OF A CONCRETE
 KJ0061'POST PROJECTING 0.4 FOOT ABOVE GROUND.
 KJ0061
 KJ0061                          STATION RECOVERY (1961)
 KJ0061
 KJ0061'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1961
 KJ0061'RECOVERED IN GOOD CONDITION.
 KJ0061
 KJ0061                          STATION RECOVERY (1999)
 KJ0061
 KJ0061'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 KJ0061'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC.  1999 (KCH) THE
 KJ0061'STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) NORTH OF BURLINGTON,
 KJ0061'COLORADO, IN THE SOUTHWEST QUARTER OF SECTION 6, T 8 S, R 43 W,
 KJ0061'OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY
 KJ0061'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 70 AND U.S.
 KJ0061'HIGHWAY 385 (I-70 EXIT 437) , GO NORTH ON HIGHWAY 385 (LINCOLN ST) FOR
 KJ0061'0.45 MI (0.72 KM) TO AN INTERSECTION.  TURN RIGHT, EAST, ON U.S.
 KJ0061'HIGHWAYS 24 AND 385 (ROSE AVENUE) FOR 1.0 MI (1.6 KM) TO AN
 KJ0061'INTERSECTION.  TURN LEFT, NORTH, ALONG HIGHWAY 385 (8TH STREET) FOR
 KJ0061'5.0 MI (8.0 KM) TO THE STATION ON THE RIGHT
 KJ0061'THE MARK IS A U.S.  COAST AND GEODETIC SURVEY BENCHMARK DISK SET IN
 KJ0061'THE TOP CENTER OF A 25 CM SQUARE CONCRETE POST PROJECTION 30 CM ABOVE
 KJ0061'THE GROUND.  IT IS 15.0 M (49.2 FT) EAST OF THE CENTER OF HIGHWAY 385,
 KJ0061'9.0 M (29.5 FT) NORTH OF THE CENTER OF DIRT ROAD LEADING EAST, 1.3 M
 KJ0061'(4.3 FT) NORTHWEST OF A FENCE CORNER, 0.65 M (2.13 FT) WEST OF A FENCE
 KJ0061'AND 0.25 M (0.82 FT) NORTH OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0100 ***********************************************************************
 LM0100  DESIGNATION -  E 131
 LM0100  PID         -  LM0100
 LM0100  STATE/COUNTY-  CO/JACKSON
 LM0100  USGS QUAD   -  NORTHGATE (1950)
 LM0100
 LM0100                         *CURRENT SURVEY CONTROL
 LM0100  ___________________________________________________________________
 LM0100* NAD 83(1986)-  40 55 41.     (N)    106 20 10.     (W)     SCALED    
 LM0100* NAVD 88     -      2419.040  (meters)    7936.47   (feet)  ADJUSTED  
 LM0100  ___________________________________________________________________
 LM0100  GEOID HEIGHT-         -11.37  (meters)                     GEOID03
 LM0100  DYNAMIC HT  -        2416.629 (meters)    7928.56  (feet)  COMP
 LM0100  MODELED GRAV-     979,540.1   (mgal)                       NAVD 88
 LM0100
 LM0100  VERT ORDER  -  SECOND    CLASS 0
 LM0100
 LM0100.The horizontal coordinates were scaled from a topographic map and have
 LM0100.an estimated accuracy of +/- 6 seconds.
 LM0100
 LM0100.The orthometric height was determined by differential leveling
 LM0100.and adjusted by the National Geodetic Survey in June 1991..
 LM0100
 LM0100.The geoid height was determined by GEOID03.
 LM0100
 LM0100.The dynamic height is computed by dividing the NAVD 88
 LM0100.geopotential number by the normal gravity value computed on the
 LM0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0100.degrees latitude (g = 980.6199 gals.).
 LM0100
 LM0100.The modeled gravity was interpolated from observed gravity values.
 LM0100
 LM0100;                    North         East    Units  Estimated Accuracy
 LM0100;SPC CO N     -   482,200.      843,980.      MT  (+/- 180 meters Scaled)
 LM0100
 LM0100                          SUPERSEDED SURVEY CONTROL
 LM0100
 LM0100  NGVD 29 (??/??/92) 2417.731  (m)         7932.17   (f) ADJ UNCH    2 0
 LM0100
 LM0100.Superseded values are not recommended for survey control.
 LM0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0100.See file dsdata.txt to determine how the superseded data were derived.
 LM0100
 LM0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF875316(NAD 83)
 LM0100_MARKER: DB = BENCH MARK DISK
 LM0100_SETTING: 80 = SET IN A BOULDER
 LM0100_SP_SET: BOULDER
 LM0100_STAMPING: E 131 1934
 LM0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0100+STABILITY: SURFACE MOTION
 LM0100
 LM0100  HISTORY     - Date     Condition        Report By
 LM0100  HISTORY     - 1934     MONUMENTED       CGS
 LM0100  HISTORY     - 1949     GOOD             USGS
 LM0100
 LM0100                          STATION DESCRIPTION
 LM0100
 LM0100'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 LM0100'5.4 MI NW FROM NORTHGATE.
 LM0100'5.4 MILES NORTHWEST OF NORTHGATE.  THIS MARK MAY BE REACHED FROM
 LM0100'COWDREY BY GOING 6.7 MILES NORTH ALONG STATE HIGHWAY 125, THENCE 0.1
 LM0100'MILE WEST THROUGH A WIRE GATE TO A T-ROAD LEADING SOUTHEAST, THENCE
 LM0100'0.1 MILE SOUTH TO A T-ROAD LEADING NORTHWEST WHICH IS OLD STATE
 LM0100'HIGHWAY 125, THENCE 0.1 MILE WEST ALONG THE OLD HIGHWAY.  IT IS AT THE
 LM0100'WESTERN PART OF THE HUGE GRANITE BOULDER PROJECTIONS KNOWN LOCALLY AS
 LM0100'MCCASLIN HILL, 50 FEET EAST OF THE CENTERLINE OF THE OLD HIGHWAY, IN
 LM0100'THE TOP OF A 40- BY 30- BY 5-FOOT SEAMLESS BOULDER, AND ABOUT 3 FEET
 LM0100'HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED E 131 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0315 ***********************************************************************
 LM0315  DESIGNATION -  E 132
 LM0315  PID         -  LM0315
 LM0315  STATE/COUNTY-  CO/ROUTT
 LM0315  USGS QUAD   -  HAHNS PEAK (1962)
 LM0315
 LM0315                         *CURRENT SURVEY CONTROL
 LM0315  ___________________________________________________________________
 LM0315* NAD 83(1986)-  40 47 05.     (N)    106 55 14.     (W)     SCALED    
 LM0315* NAVD 88     -      2436.745  (meters)    7994.55   (feet)  ADJUSTED  
 LM0315  ___________________________________________________________________
 LM0315  GEOID HEIGHT-         -11.93  (meters)                     GEOID03
 LM0315  DYNAMIC HT  -        2434.275 (meters)    7986.45  (feet)  COMP
 LM0315  MODELED GRAV-     979,522.7   (mgal)                       NAVD 88
 LM0315
 LM0315  VERT ORDER  -  SECOND    CLASS 0
 LM0315
 LM0315.The horizontal coordinates were scaled from a topographic map and have
 LM0315.an estimated accuracy of +/- 6 seconds.
 LM0315
 LM0315.The orthometric height was determined by differential leveling
 LM0315.and adjusted by the National Geodetic Survey in June 1991..
 LM0315
 LM0315.The geoid height was determined by GEOID03.
 LM0315
 LM0315.The dynamic height is computed by dividing the NAVD 88
 LM0315.geopotential number by the normal gravity value computed on the
 LM0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0315.degrees latitude (g = 980.6199 gals.).
 LM0315
 LM0315.The modeled gravity was interpolated from observed gravity values.
 LM0315
 LM0315;                    North         East    Units  Estimated Accuracy
 LM0315;SPC CO N     -   466,920.      794,500.      MT  (+/- 180 meters Scaled)
 LM0315
 LM0315                          SUPERSEDED SURVEY CONTROL
 LM0315
 LM0315  NGVD 29 (??/??/92) 2435.383  (m)         7990.09   (f) ADJ UNCH    2 0
 LM0315
 LM0315.Superseded values are not recommended for survey control.
 LM0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0315.See file dsdata.txt to determine how the superseded data were derived.
 LM0315
 LM0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF379166(NAD 83)
 LM0315_MARKER: DB = BENCH MARK DISK
 LM0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0315_STAMPING: E 132 1934
 LM0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0315+STABILITY: SURFACE MOTION
 LM0315
 LM0315  HISTORY     - Date     Condition        Report By
 LM0315  HISTORY     - 1934     MONUMENTED       CGS
 LM0315  HISTORY     - 1959     MARK NOT FOUND   NGS
 LM0315  HISTORY     - 1962     MARK NOT FOUND   USGS
 LM0315
 LM0315                          STATION DESCRIPTION
 LM0315
 LM0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LM0315'2.2 MI S FROM HAHNS PEAK.
 LM0315'2.2 MILES SOUTH ALONG STATE HIGHWAY 129 FROM HAHNS PEAK, ROUTT COUNTY,
 LM0315'195 FEET SOUTHEAST OF A CREEK CROSSING AT THE FOOT OF A HILL, AT THE
 LM0315'JUNCTION OF A TRAIL, 36 FEET WEST OF THE CENTERLINE OF THE TRAIL, AND
 LM0315'26 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 LM0315'STAMPED E 132 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LM0315
 LM0315                          STATION RECOVERY (1962)
 LM0315
 LM0315'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LM0315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0158 ***********************************************************************
 LM0158  DESIGNATION -  E 133
 LM0158  PID         -  LM0158
 LM0158  STATE/COUNTY-  CO/JACKSON
 LM0158  USGS QUAD   -  JACK CREEK RANCH (1956)
 LM0158
 LM0158                         *CURRENT SURVEY CONTROL
 LM0158  ___________________________________________________________________
 LM0158* NAD 83(1986)-  40 24 13.     (N)    106 06 23.     (W)     SCALED    
 LM0158* NAVD 88     -      2738.019  (meters)    8982.98   (feet)  ADJUSTED  
 LM0158  ___________________________________________________________________
 LM0158  GEOID HEIGHT-         -11.96  (meters)                     GEOID03
 LM0158  DYNAMIC HT  -        2734.941 (meters)    8972.89  (feet)  COMP
 LM0158  MODELED GRAV-     979,401.1   (mgal)                       NAVD 88
 LM0158
 LM0158  VERT ORDER  -  SECOND    CLASS 0
 LM0158
 LM0158.The horizontal coordinates were scaled from a topographic map and have
 LM0158.an estimated accuracy of +/- 6 seconds.
 LM0158
 LM0158.The orthometric height was determined by differential leveling
 LM0158.and adjusted by the National Geodetic Survey in June 1991..
 LM0158
 LM0158.The geoid height was determined by GEOID03.
 LM0158
 LM0158.The dynamic height is computed by dividing the NAVD 88
 LM0158.geopotential number by the normal gravity value computed on the
 LM0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0158.degrees latitude (g = 980.6199 gals.).
 LM0158
 LM0158.The modeled gravity was interpolated from observed gravity values.
 LM0158
 LM0158;                    North         East    Units  Estimated Accuracy
 LM0158;SPC CO N     -   423,810.      862,930.      MT  (+/- 180 meters Scaled)
 LM0158
 LM0158                          SUPERSEDED SURVEY CONTROL
 LM0158
 LM0158  NGVD 29 (??/??/92) 2736.521  (m)         8978.07   (f) ADJ UNCH    2 0
 LM0158
 LM0158.Superseded values are not recommended for survey control.
 LM0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0158.See file dsdata.txt to determine how the superseded data were derived.
 LM0158
 LM0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE061731(NAD 83)
 LM0158_MARKER: DB = BENCH MARK DISK
 LM0158_SETTING: 0 = UNSPECIFIED SETTING
 LM0158_STAMPING: E 133 1934
 LM0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0158
 LM0158  HISTORY     - Date     Condition        Report By
 LM0158  HISTORY     - 1934     MONUMENTED       CGS
 LM0158  HISTORY     - 1954     MARK NOT FOUND   NGS
 LM0158
 LM0158                          STATION DESCRIPTION
 LM0158
 LM0158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LM0158'5.8 MI SE FROM RAND.
 LM0158'AT RAND, 7.2 MILES SOUTHEAST ALONG STATE HIGHWAY 125, THENCE 1.7 MILES
 LM0158'NORTH ALONG OLD HIGHWAY.  AT THE TOP OF A HILL, ON THE OUTSIDE OF A
 LM0158'CURVE.  40 FEET WEST OF A ROAD.  NOTE-- IT MAY HAVE BEEN DESTROYED BY
 LM0158'HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0094 ***********************************************************************
 LM0094  DESIGNATION -  E 134
 LM0094  PID         -  LM0094
 LM0094  STATE/COUNTY-  CO/JACKSON
 LM0094  USGS QUAD   -  GOULD (1955)
 LM0094
 LM0094                         *CURRENT SURVEY CONTROL
 LM0094  ___________________________________________________________________
 LM0094* NAD 83(1986)-  40 31 50.     (N)    106 01 56.     (W)     SCALED    
 LM0094* NAVD 88     -      2703.692  (meters)    8870.36   (feet)  ADJUSTED  
 LM0094  ___________________________________________________________________
 LM0094  GEOID HEIGHT-         -11.78  (meters)                     GEOID03
 LM0094  DYNAMIC HT  -        2700.670 (meters)    8860.45  (feet)  COMP
 LM0094  MODELED GRAV-     979,409.2   (mgal)                       NAVD 88
 LM0094
 LM0094  VERT ORDER  -  SECOND    CLASS 0
 LM0094
 LM0094.The horizontal coordinates were scaled from a topographic map and have
 LM0094.an estimated accuracy of +/- 6 seconds.
 LM0094
 LM0094.The orthometric height was determined by differential leveling
 LM0094.and adjusted by the National Geodetic Survey in June 1991..
 LM0094
 LM0094.The geoid height was determined by GEOID03.
 LM0094
 LM0094.The dynamic height is computed by dividing the NAVD 88
 LM0094.geopotential number by the normal gravity value computed on the
 LM0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0094.degrees latitude (g = 980.6199 gals.).
 LM0094
 LM0094.The modeled gravity was interpolated from observed gravity values.
 LM0094
 LM0094;                    North         East    Units  Estimated Accuracy
 LM0094;SPC CO N     -   437,870.      869,310.      MT  (+/- 180 meters Scaled)
 LM0094
 LM0094                          SUPERSEDED SURVEY CONTROL
 LM0094
 LM0094  NGVD 29 (??/??/92) 2702.176  (m)         8865.39   (f) ADJ UNCH    2 0
 LM0094
 LM0094.Superseded values are not recommended for survey control.
 LM0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0094.See file dsdata.txt to determine how the superseded data were derived.
 LM0094
 LM0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE125871(NAD 83)
 LM0094_MARKER: DB = BENCH MARK DISK
 LM0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0094_STAMPING: E-134 1934
 LM0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0094+STABILITY: SURFACE MOTION
 LM0094
 LM0094  HISTORY     - Date     Condition        Report By
 LM0094  HISTORY     - 1934     MONUMENTED       CGS
 LM0094  HISTORY     - 1950     MARK NOT FOUND   NGS
 LM0094
 LM0094                          STATION DESCRIPTION
 LM0094
 LM0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LM0094'17.6 MI SW FROM CHAMBERS LAKE.
 LM0094'17.6 MILES SOUTHWEST OF, ALONG HWY. NO. 14, FROM JCT. OF CHAMBERS LAKE
 LM0094'RD. WITH HWY. NO. 14.  ABOUT 0.5 MILE WEST OF CAMERON TOURIST CAMP, ON
 LM0094'THE OUTSIDE OF CURVE INROAD.  140 FEET WEST OF CENTER OF CONCRETE
 LM0094'CULVERT AND 26 FEET SOUTHWEST OF CENTERLINE OF ROAD.  TABLET SET IN
 LM0094'PRECAST CONCRETE POST.
 LM0094
 LM0094                          STATION RECOVERY (1950)
 LM0094
 LM0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 LM0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0919 ***********************************************************************
 LL0919  DESIGNATION -  E 135
 LL0919  PID         -  LL0919
 LL0919  STATE/COUNTY-  CO/LARIMER
 LL0919  USGS QUAD   -  BIG NARROWS (1975)
 LL0919
 LL0919                         *CURRENT SURVEY CONTROL
 LL0919  ___________________________________________________________________
 LL0919* NAD 83(1986)-  40 41 20.     (N)    105 29 33.     (W)     SCALED    
 LL0919* NAVD 88     -      2077.098  (meters)    6814.61   (feet)  ADJUSTED  
 LL0919  ___________________________________________________________________
 LL0919  GEOID HEIGHT-         -12.43  (meters)                     GEOID03
 LL0919  DYNAMIC HT  -        2075.132 (meters)    6808.16  (feet)  COMP
 LL0919  MODELED GRAV-     979,603.7   (mgal)                       NAVD 88
 LL0919
 LL0919  VERT ORDER  -  SECOND    CLASS 0
 LL0919
 LL0919.The horizontal coordinates were scaled from a topographic map and have
 LL0919.an estimated accuracy of +/- 6 seconds.
 LL0919
 LL0919.The orthometric height was determined by differential leveling
 LL0919.and adjusted by the National Geodetic Survey in June 1991..
 LL0919
 LL0919.The geoid height was determined by GEOID03.
 LL0919
 LL0919.The dynamic height is computed by dividing the NAVD 88
 LL0919.geopotential number by the normal gravity value computed on the
 LL0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0919.degrees latitude (g = 980.6199 gals.).
 LL0919
 LL0919.The modeled gravity was interpolated from observed gravity values.
 LL0919
 LL0919;                    North         East    Units  Estimated Accuracy
 LL0919;SPC CO N     -   455,310.      915,040.      MT  (+/- 180 meters Scaled)
 LL0919
 LL0919                          SUPERSEDED SURVEY CONTROL
 LL0919
 LL0919  NGVD 29 (??/??/92) 2075.948  (m)         6810.84   (f) ADJ UNCH    2 0
 LL0919
 LL0919.Superseded values are not recommended for survey control.
 LL0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0919.See file dsdata.txt to determine how the superseded data were derived.
 LL0919
 LL0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF583043(NAD 83)
 LL0919_MARKER: DB = BENCH MARK DISK
 LL0919_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LL0919_SP_SET: BRIDGE
 LL0919_STAMPING: E 135 1934
 LL0919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0919
 LL0919  HISTORY     - Date     Condition        Report By
 LL0919  HISTORY     - 1934     MONUMENTED       CGS
 LL0919
 LL0919                          STATION DESCRIPTION
 LL0919
 LL0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0919'25.5 MI E FROM CHAMBERS LAKE.
 LL0919'25.5 MILES EAST OF, ALONG HIGHWAY 14 FROM JCT. OF ROADS AT THE
 LL0919'JUNCTION OF FT. COLLINS NATIONAL PARK ROAD WITH HWY. 14, IN THE TOP
 LL0919'OF THE EAST END OF CONCRETE EXTENTION OF NORTH ABUTMENT OF STEEL
 LL0919'BRIDGE OVER CACHE LA POUDRE RIVER AND 2.5 FEET EAST OF ABUTMENT
 LL0919'PROPER.  BRONZE TABLET SET IN HORIZONTALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0480 ***********************************************************************
 LL0480  DESIGNATION -  E 136
 LL0480  PID         -  LL0480
 LL0480  STATE/COUNTY-  CO/LARIMER
 LL0480  USGS QUAD   -  FORT COLLINS (1984)
 LL0480
 LL0480                         *CURRENT SURVEY CONTROL
 LL0480  ___________________________________________________________________
 LL0480* NAD 83(1986)-  40 35 07.     (N)    105 04 39.     (W)     SCALED    
 LL0480* NAVD 88     -      1522.595  (meters)    4995.38   (feet)  ADJUSTED  
 LL0480  ___________________________________________________________________
 LL0480  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 LL0480  DYNAMIC HT  -        1521.315 (meters)    4991.18  (feet)  COMP
 LL0480  MODELED GRAV-     979,731.2   (mgal)                       NAVD 88
 LL0480
 LL0480  VERT ORDER  -  FIRST     CLASS II
 LL0480
 LL0480.The horizontal coordinates were scaled from a topographic map and have
 LL0480.an estimated accuracy of +/- 6 seconds.
 LL0480
 LL0480.The orthometric height was determined by differential leveling
 LL0480.and adjusted by the National Geodetic Survey in June 1991..
 LL0480
 LL0480.The geoid height was determined by GEOID03.
 LL0480
 LL0480.The dynamic height is computed by dividing the NAVD 88
 LL0480.geopotential number by the normal gravity value computed on the
 LL0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0480.degrees latitude (g = 980.6199 gals.).
 LL0480
 LL0480.The modeled gravity was interpolated from observed gravity values.
 LL0480
 LL0480;                    North         East    Units  Estimated Accuracy
 LL0480;SPC CO N     -   443,890.      950,170.      MT  (+/- 180 meters Scaled)
 LL0480
 LL0480                          SUPERSEDED SURVEY CONTROL
 LL0480
 LL0480  NGVD 29 (??/??/??) 1521.733  (m)         4992.55   (f) ADJUSTED    1 2
 LL0480
 LL0480.Superseded values are not recommended for survey control.
 LL0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0480.See file dsdata.txt to determine how the superseded data were derived.
 LL0480
 LL0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE934927(NAD 83)
 LL0480_MARKER: DB = BENCH MARK DISK
 LL0480_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LL0480_STAMPING: E 136 1934
 LL0480_MARK LOGO: CGS   
 LL0480_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL0480+STABILITY: POSITION/ELEVATION WELL
 LL0480
 LL0480  HISTORY     - Date     Condition        Report By
 LL0480  HISTORY     - 1934     MONUMENTED       CGS
 LL0480  HISTORY     - 1941     GOOD             NGS
 LL0480  HISTORY     - 1984     GOOD             NGS
 LL0480  HISTORY     - 1984     GOOD             NGS
 LL0480
 LL0480                          STATION DESCRIPTION
 LL0480
 LL0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0480'IN FT COLLINS.
 LL0480'IN THE TOWN OF FT. COLLINS, IN THE EAST FACE OF THE NORTHEAST
 LL0480'CORNER OF THE U.S. POST OFFICE BUILDING, BRONZE TABLET SET
 LL0480'VERTICALLY 3 FEET ABOVE THE GROUND.
 LL0480
 LL0480                          STATION RECOVERY (1941)
 LL0480
 LL0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LL0480'RECOVERED IN GOOD CONDITION.
 LL0480
 LL0480                          STATION RECOVERY (1984)
 LL0480
 LL0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0480'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN FORT
 LL0480'COLLINS, SET VERTICALLY IN THE EAST FACE OF THE NORTHEAST CORNER OF
 LL0480'THE POST PLAZA BUILDING (OLD POST OFFICE), AT 201 SOUTH COLLEGE
 LL0480'STREET, AND 0.5 METER (1.6 FT) SOUTH OF THE NORTHEAST CORNER OF THE
 LL0480'BUILDING.
 LL0480'THE MARK IS 2.8 M ABOVE THE SIDEWALK.
 LL0480
 LL0480                          STATION RECOVERY (1984)
 LL0480
 LL0480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0480'ADDITIONS AND CORRECTIONS: IT IS AT THE SOUTHWEST CORNER OF THE
 LL0480'INTERSECTION OF OAK STREET AND COLLEGE AVE. IN THE OLD POST OFFICE
 LL0480'BUILDING. IT IS NOW 2.4 M (8 FT) ABOVE GROUND LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0536 ***********************************************************************
 LL0536  DESIGNATION -  E 137 RESET
 LL0536  PID         -  LL0536
 LL0536  STATE/COUNTY-  CO/LARIMER
 LL0536  USGS QUAD   -  LIVERMORE (1978)
 LL0536
 LL0536                         *CURRENT SURVEY CONTROL
 LL0536  ___________________________________________________________________
 LL0536* NAD 83(1992)-  40 47 19.36020(N)    105 11 29.06979(W)     ADJUSTED  
 LL0536* NAVD 88     -      1838.73   (meters)    6032.6    (feet)  RESET     
 LL0536  ___________________________________________________________________
 LL0536  X           -  -1,267,596.400 (meters)                     COMP
 LL0536  Y           -  -4,668,296.449 (meters)                     COMP
 LL0536  Z           -   4,145,877.976 (meters)                     COMP
 LL0536  LAPLACE CORR-         -15.50  (seconds)                    DEFLEC99
 LL0536  ELLIP HEIGHT-        1824.11  (meters)          (12/03/02) GPS OBS
 LL0536  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 LL0536
 LL0536  HORZ ORDER  -  FIRST
 LL0536  VERT ORDER  -  THIRD
 LL0536  ELLP ORDER  -  FOURTH    CLASS II
 LL0536
 LL0536.The horizontal coordinates were established by GPS observations
 LL0536.and adjusted by the National Geodetic Survey in March 1998..
 LL0536
 LL0536.The orthometric height was computed from unverified reset data.
 LL0536
 LL0536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL0536
 LL0536.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL0536
 LL0536.The ellipsoidal height was determined by GPS observations
 LL0536.and is referenced to NAD 83.
 LL0536
 LL0536.The geoid height was determined by GEOID03.
 LL0536
 LL0536;                    North         East     Units Scale Factor Converg.
 LL0536;SPC CO N     -   466,443.219   940,447.955   MT  1.00000088   +0 11 57.8
 LL0536;SPC CO N     - 1,530,322.46  3,085,453.00   sFT  1.00000088   +0 11 57.8
 LL0536;UTM  13      - 4,515,320.050   483,850.970   MT  0.99960321   -0 07 30.2
 LL0536
 LL0536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL0536!SPC CO N     -   0.99971394  x   1.00000088  =   0.99971482
 LL0536!UTM  13      -   0.99971394  x   0.99960321  =   0.99931727
 LL0536
 LL0536                          SUPERSEDED SURVEY CONTROL
 LL0536
 LL0536  ELLIP H (03/31/98) 1824.14   (m)                       GP(       ) 4 1
 LL0536  NAVD 88 (03/31/98) 1838.77   (m)         6032.7    (f) LEVELING    3  
 LL0536
 LL0536.Superseded values are not recommended for survey control.
 LL0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0536.See file dsdata.txt to determine how the superseded data were derived.
 LL0536
 LL0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF8385115320(NAD 83)
 LL0536_MARKER: DB = BENCH MARK DISK
 LL0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0536_STAMPING: E 137 RESET 1971
 LL0536_MARK LOGO: CGS   
 LL0536_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0536+STABILITY: SURFACE MOTION
 LL0536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0536+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1997
 LL0536
 LL0536  HISTORY     - Date     Condition        Report By
 LL0536  HISTORY     - 1971     MONUMENTED       CODH
 LL0536  HISTORY     - 19970221 GOOD             NGS
 LL0536
 LL0536                          STATION DESCRIPTION
 LL0536
 LL0536'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1971
 LL0536'2.2 MI N FROM OWL CANYON.
 LL0536'2.2 MILES NORTH ALONG U.S. HIGHWAY 287 FROM OWL CANYON,
 LL0536'0.57 MILE SOUTHEAST OF A CONCRETE CULVERT WHICH HAS THE YEAR
 LL0536'1971 IN THE SOUTH WEST HEADWALL, 235 FEET SOUTHWEST OF AN APPROACH
 LL0536'LEADING NORTHEAST INTO A LIMESTONE QUARRY, ALONG THE WESTERN
 LL0536'RIGHT/OF/WAY, 47.5 FEET SOUTHEAST OF A POWER LINE, POLE AND 5
 LL0536'FEET FROM HIGHWAY STATION 1034426.7 THE MARK IS BELIEVED
 LL0536'TO BE SET IN THE TOP OF A CONCRETE POST.
 LL0536
 LL0536                          STATION RECOVERY (1997)
 LL0536
 LL0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 LL0536'THE STATION IS LOCATED ABOUT 16 MI (25.7 KM) NORTHWEST OF FORT
 LL0536'COLLINS, 10 MI (16.1 KM) NORTH-NORTHWEST OF TEDS PLACE AND 1.5 MI (2.4
 LL0536'KM) EAST-SOUTHEAST OF LIVERMORE AND ACROSS THE ROAD FROM THE ENTRANCE
 LL0536'TO THE REX QUARRY OWNED BY THE COLORADO LIEN CO. IT IS AT U.S. HIGHWAY
 LL0536'287 MILEPOST 365.5, IN THE SOUTHEAST 1/4 OF SECTION 35, T 10 N, R 70
 LL0536'W.  OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION RIGHT-OF-WAY TO REACH
 LL0536'THE STATION FROM TEDS PLACE AT THE INTERSECTION OF U.S. HIGHWAY 287
 LL0536'AND STATE HIGHWAY 14, GO NORTH ON U.S.HIGHWAY 287 FOR 9.55 MI (15.37
 LL0536'KM) TO THE STATION ON THE LEFT THE STATION IS A STANDARD DISK SET INTO
 LL0536'THE TOP OF A ROUND CONCRETE POST 1 FT (0.3 M) IN DIAMETER AND
 LL0536'PROJECTING 0.3 FT (9.1 CM) ABOVE GROUND.  IT IS 252 FT (76.8 M) SOUTH
 LL0536'OF THE EXTENDED CENTER OF THE ENTRANCE ROAD GOING EAST FOR THE
 LL0536'COLORADO LIEN CO.  QUARRY, 82.0 FT (25.0 M) NORTH OF THE CENTER OF A
 LL0536'GATE OVER A DIRT ROAD GOING WEST, 75.0 FT (22.9 M) WEST OF THE CENTER
 LL0536'LINE OF U.S.HIGHWAY 287, 47.0 FT (14.3 M) EAST-SOUTHEAST OF A POWER
 LL0536'POLE WITH GUY WIRES ON THE EAST AND NORTH SIDES, 1.5 FT (0.5 M) SOUTH
 LL0536'OF A PLASTIC WITNESS POST, 0.9 FT (27.4 CM) NORTH OF A METAL WITNESS
 LL0536'POST AND 0.4 FT (12.2 CM) EAST OF THE WESTERN RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0410 ***********************************************************************
 LL0410  DESIGNATION -  E 14
 LL0410  PID         -  LL0410
 LL0410  STATE/COUNTY-  CO/LARIMER
 LL0410  USGS QUAD   -  HORSETOOTH RESERVOIR (1962)
 LL0410
 LL0410                         *CURRENT SURVEY CONTROL
 LL0410  ___________________________________________________________________
 LL0410* NAD 83(1986)-  40 34 38.     (N)    105 09 56.     (W)     SCALED    
 LL0410* NAVD 88     -      1632.935  (meters)    5357.39   (feet)  ADJUSTED  
 LL0410  ___________________________________________________________________
 LL0410  GEOID HEIGHT-         -15.16  (meters)                     GEOID03
 LL0410  DYNAMIC HT  -        1631.546 (meters)    5352.83  (feet)  COMP
 LL0410  MODELED GRAV-     979,716.6   (mgal)                       NAVD 88
 LL0410
 LL0410  VERT ORDER  -  SECOND    CLASS 0
 LL0410
 LL0410.The horizontal coordinates were scaled from a topographic map and have
 LL0410.an estimated accuracy of +/- 6 seconds.
 LL0410
 LL0410.The orthometric height was determined by differential leveling
 LL0410.and adjusted by the National Geodetic Survey in June 1991..
 LL0410
 LL0410.The geoid height was determined by GEOID03.
 LL0410
 LL0410.The dynamic height is computed by dividing the NAVD 88
 LL0410.geopotential number by the normal gravity value computed on the
 LL0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0410.degrees latitude (g = 980.6199 gals.).
 LL0410
 LL0410.The modeled gravity was interpolated from observed gravity values.
 LL0410
 LL0410;                    North         East    Units  Estimated Accuracy
 LL0410;SPC CO N     -   442,970.      942,720.      MT  (+/- 180 meters Scaled)
 LL0410
 LL0410                          SUPERSEDED SURVEY CONTROL
 LL0410
 LL0410  NGVD 29 (??/??/92) 1631.964  (m)         5354.20   (f) ADJ UNCH    2 0
 LL0410
 LL0410.Superseded values are not recommended for survey control.
 LL0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0410.See file dsdata.txt to determine how the superseded data were derived.
 LL0410
 LL0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE859918(NAD 83)
 LL0410_MARKER: DB = BENCH MARK DISK
 LL0410_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LL0410_SP_SET: SANDSTONE
 LL0410_STAMPING: E 14 1939 5352.306
 LL0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0410
 LL0410  HISTORY     - Date     Condition        Report By
 LL0410  HISTORY     - 1939     MONUMENTED       BOR
 LL0410  HISTORY     - 1939     GOOD             NGS
 LL0410
 LL0410                          STATION DESCRIPTION
 LL0410
 LL0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 LL0410'6 MI W FROM FORT COLLINS.
 LL0410'6.00 MILES WEST OF ALONG SOLDIER CANYON AND MASONVILLE ROADS. IN
 LL0410'PILE OF ROCKS, 30 FEET NORTH OF SOUTH END OF RIDGE BETWEEN
 LL0410'MASONVILLE ROAD AND OLD RAILROAD CUT, DIRECTLY EAST OF OPENING
 LL0410'IN HOGBACK, 37 FEET WEST OF WEST SHOULDER OF ROAD AND 5 FEET
 LL0410'ABOVE ROAD SURFACE, ABOUT 75 FEET SOUTH OF THE U.S.B.R.
 LL0410'TRIANGULATION STATION STONE WALL.  STANDARD BRONZE TABLET SET
 LL0410'HORIZONTALLY IN LARGE SANDSTONE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0063 ***********************************************************************
 LK0063  DESIGNATION -  E 14
 LK0063  PID         -  LK0063
 LK0063  STATE/COUNTY-  CO/YUMA
 LK0063  USGS QUAD   -  WRAY (1984)
 LK0063
 LK0063                         *CURRENT SURVEY CONTROL
 LK0063  ___________________________________________________________________
 LK0063* NAD 83(1986)-  40 04 32.     (N)    102 13 23.     (W)     SCALED    
 LK0063* NAVD 88     -      1086.842  (meters)    3565.75   (feet)  ADJUSTED  
 LK0063  ___________________________________________________________________
 LK0063  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 LK0063  DYNAMIC HT  -        1086.018 (meters)    3563.04  (feet)  COMP
 LK0063  MODELED GRAV-     979,830.1   (mgal)                       NAVD 88
 LK0063
 LK0063  VERT ORDER  -  FIRST     CLASS II
 LK0063
 LK0063.The horizontal coordinates were scaled from a topographic map and have
 LK0063.an estimated accuracy of +/- 6 seconds.
 LK0063
 LK0063.The orthometric height was determined by differential leveling
 LK0063.and adjusted by the National Geodetic Survey in June 1991..
 LK0063
 LK0063.The geoid height was determined by GEOID03.
 LK0063
 LK0063.The dynamic height is computed by dividing the NAVD 88
 LK0063.geopotential number by the normal gravity value computed on the
 LK0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0063.degrees latitude (g = 980.6199 gals.).
 LK0063
 LK0063.The modeled gravity was interpolated from observed gravity values.
 LK0063
 LK0063;                    North         East    Units  Estimated Accuracy
 LK0063;SPC CO N     -   392,370.    1,193,850.      MT  (+/- 180 meters Scaled)
 LK0063
 LK0063                          SUPERSEDED SURVEY CONTROL
 LK0063
 LK0063  NGVD 29 (??/??/92) 1086.365  (m)         3564.18   (f) ADJ UNCH    1 2
 LK0063
 LK0063.Superseded values are not recommended for survey control.
 LK0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0063.See file dsdata.txt to determine how the superseded data were derived.
 LK0063
 LK0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE367398(NAD 83)
 LK0063_MARKER: DB = BENCH MARK DISK
 LK0063_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LK0063_SP_SET: BUILDING
 LK0063_STAMPING: 3564.182 E 14 1926
 LK0063_MARK LOGO: CGS   
 LK0063_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LK0063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0063
 LK0063  HISTORY     - Date     Condition        Report By
 LK0063  HISTORY     - 1926     MONUMENTED       CGS
 LK0063  HISTORY     - 1943     GOOD             NGS
 LK0063  HISTORY     - 19911115 MARK NOT FOUND   LOCENG
 LK0063
 LK0063                          STATION DESCRIPTION
 LK0063
 LK0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LK0063'AT WRAY.
 LK0063'AT WRAY, AT GRADE SCHOOL, DISTRICT NO. 2, IN THE EAST WALL OF
 LK0063'THE BUILDING, 1 FOOT SOUTH OF THE ENTRANCE, AND ABOUT 1 FOOT ABOVE
 LK0063'THE THRESHOLD.  A STANDARD DISK, STAMPED 3564.182 E 14 1926 AND
 LK0063'SET VERTICALLY.
 LK0063
 LK0063                          STATION RECOVERY (1991)
 LK0063
 LK0063'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1991
 LK0063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1018 ***********************************************************************
 KK1018  DESIGNATION -  E 140
 KK1018  PID         -  KK1018
 KK1018  STATE/COUNTY-  CO/CLEAR CREEK
 KK1018  USGS QUAD   -  BERTHOUD PASS (1957)
 KK1018
 KK1018                         *CURRENT SURVEY CONTROL
 KK1018  ___________________________________________________________________
 KK1018* NAD 83(1986)-  39 47 16.     (N)    105 47 41.     (W)     SCALED    
 KK1018* NAVD 88     -      3338.084  (meters)   10951.70   (feet)  ADJUSTED  
 KK1018  ___________________________________________________________________
 KK1018  GEOID HEIGHT-         -12.35  (meters)                     GEOID03
 KK1018  DYNAMIC HT  -        3333.698 (meters)   10937.31  (feet)  COMP
 KK1018  MODELED GRAV-     979,189.9   (mgal)                       NAVD 88
 KK1018
 KK1018  VERT ORDER  -  FIRST     CLASS II
 KK1018
 KK1018.The horizontal coordinates were scaled from a topographic map and have
 KK1018.an estimated accuracy of +/- 6 seconds.
 KK1018
 KK1018.The orthometric height was determined by differential leveling
 KK1018.and adjusted by the National Geodetic Survey in June 1991..
 KK1018
 KK1018.The geoid height was determined by GEOID03.
 KK1018
 KK1018.The dynamic height is computed by dividing the NAVD 88
 KK1018.geopotential number by the normal gravity value computed on the
 KK1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1018.degrees latitude (g = 980.6199 gals.).
 KK1018
 KK1018.The modeled gravity was interpolated from observed gravity values.
 KK1018
 KK1018;                    North         East    Units  Estimated Accuracy
 KK1018;SPC CO C     -   521,810.      889,160.      MT  (+/- 180 meters Scaled)
 KK1018
 KK1018                          SUPERSEDED SURVEY CONTROL
 KK1018
 KK1018  NGVD 29 (??/??/92) 3336.243  (m)        10945.66   (f) ADJ UNCH    1 2
 KK1018
 KK1018.Superseded values are not recommended for survey control.
 KK1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1018.See file dsdata.txt to determine how the superseded data were derived.
 KK1018
 KK1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE319045(NAD 83)
 KK1018_MARKER: DB = BENCH MARK DISK
 KK1018_SETTING: 80 = SET IN A BOULDER
 KK1018_STAMPING: E 140 1934
 KK1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1018+STABILITY: SURFACE MOTION
 KK1018
 KK1018  HISTORY     - Date     Condition        Report By
 KK1018  HISTORY     - 1934     MONUMENTED       CGS
 KK1018  HISTORY     - 1954     GOOD             NGS
 KK1018
 KK1018                          STATION DESCRIPTION
 KK1018
 KK1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1018'11.7 MI W FROM EMPIRE.
 KK1018'11.7 MILES WEST ALONG U.S. HIGHWAY FROM THE PUBLIC SCHOOL AT
 KK1018'EMPIRE, 30 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET
 KK1018'NORTH OF CLEAR CREEK, 5 FEET ABOVE THE LEVEL OF THE HIGHWAY 1 FOOT
 KK1018'ABOVE THE GROUND, SET IN THE TOP THE EAST SIDE OF A 10X10 FOOT
 KK1018'PYRAMID SHAPED GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0180 ***********************************************************************
 JM0180  DESIGNATION -  E 141
 JM0180  PID         -  JM0180
 JM0180  STATE/COUNTY-  CO/MESA
 JM0180  USGS QUAD   -  WHITEWATER (1969)
 JM0180
 JM0180                         *CURRENT SURVEY CONTROL
 JM0180  ___________________________________________________________________
 JM0180* NAD 83(1986)-  38 53 39.     (N)    108 29 59.     (W)     SCALED    
 JM0180* NAVD 88     -      1934.772  (meters)    6347.66   (feet)  ADJUSTED  
 JM0180  ___________________________________________________________________
 JM0180  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 JM0180  DYNAMIC HT  -        1932.722 (meters)    6340.94  (feet)  COMP
 JM0180  MODELED GRAV-     979,499.0   (mgal)                       NAVD 88
 JM0180
 JM0180  VERT ORDER  -  SECOND    CLASS 0
 JM0180
 JM0180.The horizontal coordinates were scaled from a topographic map and have
 JM0180.an estimated accuracy of +/- 6 seconds.
 JM0180
 JM0180.The orthometric height was determined by differential leveling
 JM0180.and adjusted by the National Geodetic Survey in June 1991..
 JM0180
 JM0180.The geoid height was determined by GEOID03.
 JM0180
 JM0180.The dynamic height is computed by dividing the NAVD 88
 JM0180.geopotential number by the normal gravity value computed on the
 JM0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0180.degrees latitude (g = 980.6199 gals.).
 JM0180
 JM0180.The modeled gravity was interpolated from observed gravity values.
 JM0180
 JM0180;                    North         East    Units  Estimated Accuracy
 JM0180;SPC CO C     -   426,860.      654,220.      MT  (+/- 180 meters Scaled)
 JM0180
 JM0180                          SUPERSEDED SURVEY CONTROL
 JM0180
 JM0180  NGVD 29 (??/??/92) 1933.620  (m)         6343.88   (f) ADJ UNCH    2 0
 JM0180
 JM0180.Superseded values are not recommended for survey control.
 JM0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0180.See file dsdata.txt to determine how the superseded data were derived.
 JM0180
 JM0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ168080(NAD 83)
 JM0180_MARKER: DB = BENCH MARK DISK
 JM0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0180_SP_SET: CONCRETE POST
 JM0180_STAMPING: E 141 1934
 JM0180_MARK LOGO: CGS   
 JM0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0180+STABILITY: SURFACE MOTION
 JM0180_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JM0180+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2005
 JM0180
 JM0180  HISTORY     - Date     Condition        Report By
 JM0180  HISTORY     - 1934     MONUMENTED       CGS
 JM0180  HISTORY     - 1969     GOOD             USGS
 JM0180  HISTORY     - 1984     GOOD             NGS
 JM0180  HISTORY     - 20050225 GOOD             GEOCAC
 JM0180
 JM0180                          STATION DESCRIPTION
 JM0180
 JM0180'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 JM0180'8.2 MI SW FROM WHITEWATER.
 JM0180'WHITEWATER, COLO., JUNCTION OF U.S. HWY. 50 AND STATE HWY. 141, 1.3
 JM0180'MILES WESTERLY ALONG STATE HWY. 141, 6.6 MILES SOUTHWESTERLY (LEFT) UP
 JM0180'NINEMILE HILL ALONG TRACK ROAD (OLD HWY. 141), AT Y-ROAD JUNCTION AT
 JM0180'SUMMIT OF HILL, 40 FEET NORTHEAST OF Y ROAD, 27 FEET NORTHWEST OF
 JM0180'CENTER LINE OF ROAD, SET IN TOP OF A CONCRETE POST PROJECTING 0.4
 JM0180'FEET.
 JM0180
 JM0180                          STATION RECOVERY (1984)
 JM0180
 JM0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JM0180'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  16.9 KM (10.5
 JM0180'MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH U.S.
 JM0180'HIGHWAY 6 IN GRAND JUNCTION, THENCE 1.8 KM (1.1 MI) SOUTHWEST ALONG
 JM0180'STATE HIGHWAY 141, THENCE 10.0 KM (6.2 MI) SOUTHERLY ALONG A DIRT
 JM0180'ROAD.
 JM0180
 JM0180                          STATION RECOVERY (2005)
 JM0180
 JM0180'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 JM0180'N 38  53' 32.9
 JM0180'S 108  29' 59.8
 JM0180'NAD 83
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0040 ***********************************************************************
 JM0040  DESIGNATION -  E 143
 JM0040  PID         -  JM0040
 JM0040  STATE/COUNTY-  CO/MONTROSE
 JM0040  USGS QUAD   -  DRY CREEK BASIN (1994)
 JM0040
 JM0040                         *CURRENT SURVEY CONTROL
 JM0040  ___________________________________________________________________
 JM0040* NAD 83(1986)-  38 24 45.     (N)    108 00 03.     (W)     SCALED    
 JM0040* NAVD 88     -      2102.215  (meters)    6897.02   (feet)  ADJUSTED  
 JM0040  ___________________________________________________________________
 JM0040  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 JM0040  DYNAMIC HT  -        2099.763 (meters)    6888.97  (feet)  COMP
 JM0040  MODELED GRAV-     979,386.7   (mgal)                       NAVD 88
 JM0040
 JM0040  VERT ORDER  -  SECOND    CLASS 0
 JM0040
 JM0040.The horizontal coordinates were scaled from a topographic map and have
 JM0040.an estimated accuracy of +/- 6 seconds.
 JM0040
 JM0040.The orthometric height was determined by differential leveling
 JM0040.and adjusted by the National Geodetic Survey in June 1991..
 JM0040
 JM0040.The geoid height was determined by GEOID03.
 JM0040
 JM0040.The dynamic height is computed by dividing the NAVD 88
 JM0040.geopotential number by the normal gravity value computed on the
 JM0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0040.degrees latitude (g = 980.6199 gals.).
 JM0040
 JM0040.The modeled gravity was interpolated from observed gravity values.
 JM0040
 JM0040;                    North         East    Units  Estimated Accuracy
 JM0040;SPC CO S     -   501,490.      696,010.      MT  (+/- 180 meters Scaled)
 JM0040
 JM0040                          SUPERSEDED SURVEY CONTROL
 JM0040
 JM0040  NGVD 29 (??/??/92) 2100.909  (m)         6892.73   (f) ADJ UNCH    2 0
 JM0040
 JM0040.Superseded values are not recommended for survey control.
 JM0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0040.See file dsdata.txt to determine how the superseded data were derived.
 JM0040
 JM0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH618558(NAD 83)
 JM0040_MARKER: DB = BENCH MARK DISK
 JM0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0040_STAMPING: E-143 1934
 JM0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0040+STABILITY: SURFACE MOTION
 JM0040
 JM0040  HISTORY     - Date     Condition        Report By
 JM0040  HISTORY     - 1934     MONUMENTED       CGS
 JM0040  HISTORY     - 1984     MARK NOT FOUND   NGS
 JM0040
 JM0040                          STATION DESCRIPTION
 JM0040
 JM0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0040'11.1 MI SW FROM MONTROSE.
 JM0040'11.1 MILES SOUTHWEST OF, ALONG STATE HIGHWAY 90, FROM MONTROSE COUNTY
 JM0040'COURTHOUSE.  ABOUT 2.5 MILES SOUTHWEST OF A.L.NEALS RANCH HOUSE. .4
 JM0040'MILE SOUTH OF TOP OF HIGHWAY GRADE. .15 MILE NORTH OF DIRT ROAD,
 JM0040'LEADING SOUTHWEST FROM HIGHWAY. 350 FEET NORTH OF A GROUP OF THREE
 JM0040'LONE PINON TREES, 35 FEET EAST OF CENTERLINE OF STATE HIGHWAY 90. 230
 JM0040'FEET SOUTH OF LONE CEDAR TREE, 40 FEET WEST OF CENTERLINE OF STATE
 JM0040'HIGHWAY 90.  100 FEET NORTHWEST OF LONE PINON TREE, 100 FEET EAST OF
 JM0040'CENTERLINE OF STATE HIGHWAY 90. 42 FEET EAST OF CENTERLINE OF STATE
 JM0040'HIGHWAY 90. TABLET SET IN PRECAST CONCRETE POST.
 JM0040
 JM0040                          STATION RECOVERY (1984)
 JM0040
 JM0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JM0040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0129 ***********************************************************************
 JM0129  DESIGNATION -  E 144
 JM0129  PID         -  JM0129
 JM0129  STATE/COUNTY-  CO/MONTROSE
 JM0129  USGS QUAD   -  NATURITA (1994)
 JM0129
 JM0129                         *CURRENT SURVEY CONTROL
 JM0129  ___________________________________________________________________
 JM0129* NAD 83(1986)-  38 13 54.     (N)    108 35 41.     (W)     SCALED    
 JM0129* NAVD 88     -      1627.696  (meters)    5340.20   (feet)  ADJUSTED  
 JM0129  ___________________________________________________________________
 JM0129  GEOID HEIGHT-         -18.69  (meters)                     GEOID03
 JM0129  DYNAMIC HT  -        1625.838 (meters)    5334.10  (feet)  COMP
 JM0129  MODELED GRAV-     979,431.3   (mgal)                       NAVD 88
 JM0129
 JM0129  VERT ORDER  -  SECOND    CLASS 0
 JM0129
 JM0129.The horizontal coordinates were scaled from a topographic map and have
 JM0129.an estimated accuracy of +/- 6 seconds.
 JM0129
 JM0129.The orthometric height was determined by differential leveling
 JM0129.and adjusted by the National Geodetic Survey in June 1991..
 JM0129
 JM0129.The geoid height was determined by GEOID03.
 JM0129
 JM0129.The dynamic height is computed by dividing the NAVD 88
 JM0129.geopotential number by the normal gravity value computed on the
 JM0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0129.degrees latitude (g = 980.6199 gals.).
 JM0129
 JM0129.The modeled gravity was interpolated from observed gravity values.
 JM0129
 JM0129;                    North         East    Units  Estimated Accuracy
 JM0129;SPC CO S     -   482,980.      643,500.      MT  (+/- 180 meters Scaled)
 JM0129
 JM0129                          SUPERSEDED SURVEY CONTROL
 JM0129
 JM0129  NGVD 29 (??/??/92) 1626.491  (m)         5336.25   (f) ADJ UNCH    2 0
 JM0129
 JM0129.Superseded values are not recommended for survey control.
 JM0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0129.See file dsdata.txt to determine how the superseded data were derived.
 JM0129
 JM0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH105342(NAD 83)
 JM0129_MARKER: DB = BENCH MARK DISK
 JM0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0129_STAMPING: E-144 1934
 JM0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0129+STABILITY: SURFACE MOTION
 JM0129
 JM0129  HISTORY     - Date     Condition        Report By
 JM0129  HISTORY     - 1934     MONUMENTED       CGS
 JM0129  HISTORY     - 1964     MARK NOT FOUND   USGS
 JM0129  HISTORY     - 19901206 MARK NOT FOUND   USPSQD
 JM0129
 JM0129                          STATION DESCRIPTION
 JM0129
 JM0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0129'2.0 MI NW FROM NATURITA.
 JM0129'2.0 MILES NORTHWEST OF, ALONG STATE HWY. 90, FROM PUBLIC SCHOOL. ABOUT
 JM0129'.4 MILE EAST OF JUNCTION OF STATE HWY. 90 AND STATE HWY. 141. ABOUT .3
 JM0129'MILE EAST OF STEEL HWY. BRIDGE OVER DRY CREEK.  145 FEET EAST OF
 JM0129'CENTERLINE OF CONCRETE CULVERT UNDER HIGHWAY.  25 FEET NORTH OF
 JM0129'CENTERLINE OF STATE HWY. 90.  21 FEET WEST OF CENTER OF WAGON GATE. 2
 JM0129'FEET SOUTH OF FENCE LINE.  TABLET SET IN PRECAST CONCRETE POST SET ON
 JM0129'OUTSIDE OF HIGHWAY CURVE.
 JM0129
 JM0129                          STATION RECOVERY (1964)
 JM0129
 JM0129'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JM0129'MARK NOT FOUND.
 JM0129
 JM0129                          STATION RECOVERY (1990)
 JM0129
 JM0129'RECOVERY NOTE BY US POWER SQUADRON 1990 (JMS)
 JM0129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0161 ***********************************************************************
 JM0161  DESIGNATION -  E 145
 JM0161  PID         -  JM0161
 JM0161  STATE/COUNTY-  CO/MONTROSE
 JM0161  USGS QUAD   -  PARADOX (1994)
 JM0161
 JM0161                         *CURRENT SURVEY CONTROL
 JM0161  ___________________________________________________________________
 JM0161* NAD 83(1986)-  38 21 26.     (N)    108 58 00.     (W)     SCALED    
 JM0161* NAVD 88     -      1610.491  (meters)    5283.75   (feet)  ADJUSTED  
 JM0161  ___________________________________________________________________
 JM0161  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 JM0161  DYNAMIC HT  -        1608.694 (meters)    5277.86  (feet)  COMP
 JM0161  MODELED GRAV-     979,457.0   (mgal)                       NAVD 88
 JM0161
 JM0161  VERT ORDER  -  SECOND    CLASS 0
 JM0161
 JM0161.The horizontal coordinates were scaled from a topographic map and have
 JM0161.an estimated accuracy of +/- 6 seconds.
 JM0161
 JM0161.The orthometric height was determined by differential leveling
 JM0161.and adjusted by the National Geodetic Survey in June 1991..
 JM0161
 JM0161.The geoid height was determined by GEOID03.
 JM0161
 JM0161.The dynamic height is computed by dividing the NAVD 88
 JM0161.geopotential number by the normal gravity value computed on the
 JM0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0161.degrees latitude (g = 980.6199 gals.).
 JM0161
 JM0161.The modeled gravity was interpolated from observed gravity values.
 JM0161
 JM0161;                    North         East    Units  Estimated Accuracy
 JM0161;SPC CO S     -   498,050.      611,470.      MT  (+/- 180 meters Scaled)
 JM0161
 JM0161                          SUPERSEDED SURVEY CONTROL
 JM0161
 JM0161  NGVD 29 (??/??/92) 1609.337  (m)         5279.97   (f) ADJ UNCH    2 0
 JM0161
 JM0161.Superseded values are not recommended for survey control.
 JM0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0161.See file dsdata.txt to determine how the superseded data were derived.
 JM0161
 JM0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH776474(NAD 83)
 JM0161_MARKER: DB = BENCH MARK DISK
 JM0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0161_STAMPING: E-145 1934
 JM0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0161+STABILITY: SURFACE MOTION
 JM0161
 JM0161  HISTORY     - Date     Condition        Report By
 JM0161  HISTORY     - 1934     MONUMENTED       CGS
 JM0161  HISTORY     - 19900518 MARK NOT FOUND   USPSQD
 JM0161
 JM0161                          STATION DESCRIPTION
 JM0161
 JM0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0161'0.9 MI S FROM PARADOX.
 JM0161'0.9 MILE SOUTH OF, ALONG STATE HWY. 90, FROM PARADOX POST OFFICE.
 JM0161'ABOUT .6 MILE NORTHEAST OF FIRST SWICH BACK AT BOTTOM OF HILL.  .4
 JM0161'MILE SOUTH OF WOODEN HIGHWAY BRIDGE OVER PARADOX CREEK.  24 FEET EAST
 JM0161'OF CENTERLINE OF STATE HWY. 90.  24 FEET NORTH OF CENTERLINE OF DIRT
 JM0161'ROAD.  12 FEET NORTHEAST OF SOUTHWEST CORNER OF FENCE.  PRECAST
 JM0161'CONCRETE POST SET ON OUTSIDE OF HIGHWAY CURVE.
 JM0161
 JM0161                          STATION RECOVERY (1990)
 JM0161
 JM0161'RECOVERY NOTE BY US POWER SQUADRON 1990 (TGO)
 JM0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0155 ***********************************************************************
 JM0155  DESIGNATION -  E 146
 JM0155  PID         -  JM0155
 JM0155  STATE/COUNTY-  CO/SAN MIGUEL
 JM0155  USGS QUAD   -  HORSE RANGE MESA (1994)
 JM0155
 JM0155                         *CURRENT SURVEY CONTROL
 JM0155  ___________________________________________________________________
 JM0155* NAD 83(1986)-  38 01 36.     (N)    108 54 10.     (W)     SCALED    
 JM0155* NAVD 88     -      1822.521  (meters)    5979.39   (feet)  ADJUSTED  
 JM0155  ___________________________________________________________________
 JM0155  GEOID HEIGHT-         -18.90  (meters)                     GEOID03
 JM0155  DYNAMIC HT  -        1820.438 (meters)    5972.55  (feet)  COMP
 JM0155  MODELED GRAV-     979,422.0   (mgal)                       NAVD 88
 JM0155
 JM0155  VERT ORDER  -  SECOND    CLASS 0
 JM0155
 JM0155.The horizontal coordinates were scaled from a topographic map and have
 JM0155.an estimated accuracy of +/- 6 seconds.
 JM0155
 JM0155.The orthometric height was determined by differential leveling
 JM0155.and adjusted by the National Geodetic Survey in June 1991..
 JM0155
 JM0155.The geoid height was determined by GEOID03.
 JM0155
 JM0155.The dynamic height is computed by dividing the NAVD 88
 JM0155.geopotential number by the normal gravity value computed on the
 JM0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0155.degrees latitude (g = 980.6199 gals.).
 JM0155
 JM0155.The modeled gravity was interpolated from observed gravity values.
 JM0155
 JM0155;                    North         East    Units  Estimated Accuracy
 JM0155;SPC CO S     -   461,180.      615,720.      MT  (+/- 180 meters Scaled)
 JM0155
 JM0155                          SUPERSEDED SURVEY CONTROL
 JM0155
 JM0155  NGVD 29 (??/??/92) 1821.406  (m)         5975.73   (f) ADJ UNCH    2 0
 JM0155
 JM0155.Superseded values are not recommended for survey control.
 JM0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0155.See file dsdata.txt to determine how the superseded data were derived.
 JM0155
 JM0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH840108(NAD 83)
 JM0155_MARKER: DB = BENCH MARK DISK
 JM0155_SETTING: 66 = SET IN ROCK OUTCROP
 JM0155_SP_SET: SANDSTONE CLIFF
 JM0155_STAMPING: E 146 1934
 JM0155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0155+STABILITY: POSITION/ELEVATION WELL
 JM0155
 JM0155  HISTORY     - Date     Condition        Report By
 JM0155  HISTORY     - 1934     MONUMENTED       CGS
 JM0155  HISTORY     - 1960     GOOD             USGS
 JM0155
 JM0155                          STATION DESCRIPTION
 JM0155
 JM0155'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 JM0155'21.7 MI NE FROM DOVE CREEK.
 JM0155'ABOUT 21.7 MILES NORTHEAST ALONG STATE HIGHWAY 80 FROM THE PUBLIC
 JM0155'SCHOOL AT DOVE CREEK, ON SLICK ROCK HILL, ABOUT 1.5 MILES SOUTH OF THE
 JM0155'BOTTOM, ABOUT 2 MILES SOUTHWEST OF THE BRIDGE OVER THE DOLORES RIVER,
 JM0155'ABOUT 555 FEET WEST-SOUTH-WEST OF THE HIGHWAY AT A FILL, ABOUT 100
 JM0155'FEET OF A SHARP BEND OF THE OLD ROAD BED, ABOUT 80 FEET NORTHEAST OF
 JM0155'THE CENTER LINE OF THE OLD ROAD, AND IN THE TOP OF A SANDSTONE CLIFF
 JM0155'LOCATED ON THE SOUTH SIDE OF A DRAW OF SMALL CANYON.  A STANDARD DISK,
 JM0155'STAMPED E 146 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0085 ***********************************************************************
 JM0085  DESIGNATION -  E 147
 JM0085  PID         -  JM0085
 JM0085  STATE/COUNTY-  CO/SAN MIGUEL
 JM0085  USGS QUAD   -  GURLEY CANYON (1975)
 JM0085
 JM0085                         *CURRENT SURVEY CONTROL
 JM0085  ___________________________________________________________________
 JM0085* NAD 83(1986)-  38 02 56.     (N)    108 08 16.     (W)     SCALED    
 JM0085* NAVD 88     -      2127.754  (meters)    6980.81   (feet)  ADJUSTED  
 JM0085  ___________________________________________________________________
 JM0085  GEOID HEIGHT-         -17.08  (meters)                     GEOID03
 JM0085  DYNAMIC HT  -        2125.055 (meters)    6971.95  (feet)  COMP
 JM0085  MODELED GRAV-     979,286.0   (mgal)                       NAVD 88
 JM0085
 JM0085  VERT ORDER  -  SECOND    CLASS 0
 JM0085
 JM0085.The horizontal coordinates were scaled from a topographic map and have
 JM0085.an estimated accuracy of +/- 6 seconds.
 JM0085
 JM0085.The orthometric height was determined by differential leveling
 JM0085.and adjusted by the National Geodetic Survey in June 1991..
 JM0085
 JM0085.The geoid height was determined by GEOID03.
 JM0085
 JM0085.The dynamic height is computed by dividing the NAVD 88
 JM0085.geopotential number by the normal gravity value computed on the
 JM0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0085.degrees latitude (g = 980.6199 gals.).
 JM0085
 JM0085.The modeled gravity was interpolated from observed gravity values.
 JM0085
 JM0085;                    North         East    Units  Estimated Accuracy
 JM0085;SPC CO S     -   461,480.      682,920.      MT  (+/- 180 meters Scaled)
 JM0085
 JM0085                          SUPERSEDED SURVEY CONTROL
 JM0085
 JM0085  NGVD 29 (??/??/92) 2126.339  (m)         6976.16   (f) ADJ UNCH    2 0
 JM0085
 JM0085.Superseded values are not recommended for survey control.
 JM0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0085.See file dsdata.txt to determine how the superseded data were derived.
 JM0085
 JM0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH511151(NAD 83)
 JM0085_MARKER: DB = BENCH MARK DISK
 JM0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0085_STAMPING: E-147 1934
 JM0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0085+STABILITY: SURFACE MOTION
 JM0085
 JM0085  HISTORY     - Date     Condition        Report By
 JM0085  HISTORY     - 1934     MONUMENTED       CGS
 JM0085  HISTORY     - 1964     MARK NOT FOUND   USGS
 JM0085
 JM0085                          STATION DESCRIPTION
 JM0085
 JM0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0085'5.8 MI NW FROM PLACERVILLE.
 JM0085'5.8 MILES NORTHWEST OF, ALONG STATE HWY. 145, FROM PLACERVILLE R.R.
 JM0085'STATION.  180 FEET EAST OF CENTER OF HIGHWAY CURVE AROUND RED
 JM0085'SANDSTONE CLIFF.  120 FEET SOUTHWEST OF TELEPHONE POLE NO. 916.  36
 JM0085'FEET NORTHEAST OF CENTERLINE OF STATE HWY. 145.  25 FEET SOUTHEAST OF
 JM0085'BOTTOM OF RED SANDSTONE CLIFF.  PRECAST CONCRETE POST SET ON NORTHWEST
 JM0085'SIDE OF SMALL DRAW.  TABLET SET IN PRECAST CONCRETE POST.
 JM0085
 JM0085                          STATION RECOVERY (1964)
 JM0085
 JM0085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JM0085'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0320 ***********************************************************************
 HM0320  DESIGNATION -  E 148
 HM0320  PID         -  HM0320
 HM0320  STATE/COUNTY-  CO/SAN MIGUEL
 HM0320  USGS QUAD   -  LONE CONE (1976)
 HM0320
 HM0320                         *CURRENT SURVEY CONTROL
 HM0320  ___________________________________________________________________
 HM0320* NAD 83(1986)-  37 59 50.     (N)    108 15 33.     (W)     SCALED    
 HM0320* NAVD 88     -      2534.209  (meters)    8314.32   (feet)  ADJUSTED  
 HM0320  ___________________________________________________________________
 HM0320  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 HM0320  DYNAMIC HT  -        2530.878 (meters)    8303.39  (feet)  COMP
 HM0320  MODELED GRAV-     979,223.7   (mgal)                       NAVD 88
 HM0320
 HM0320  VERT ORDER  -  SECOND    CLASS 0
 HM0320
 HM0320.The horizontal coordinates were scaled from a topographic map and have
 HM0320.an estimated accuracy of +/- 6 seconds.
 HM0320
 HM0320.The orthometric height was determined by differential leveling
 HM0320.and adjusted by the National Geodetic Survey in June 1991..
 HM0320
 HM0320.The geoid height was determined by GEOID03.
 HM0320
 HM0320.The dynamic height is computed by dividing the NAVD 88
 HM0320.geopotential number by the normal gravity value computed on the
 HM0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0320.degrees latitude (g = 980.6199 gals.).
 HM0320
 HM0320.The modeled gravity was interpolated from observed gravity values.
 HM0320
 HM0320;                    North         East    Units  Estimated Accuracy
 HM0320;SPC CO S     -   456,050.      672,100.      MT  (+/- 180 meters Scaled)
 HM0320
 HM0320                          SUPERSEDED SURVEY CONTROL
 HM0320
 HM0320  NGVD 29 (??/??/92) 2532.751  (m)         8309.53   (f) ADJ UNCH    2 0
 HM0320
 HM0320.Superseded values are not recommended for survey control.
 HM0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0320.See file dsdata.txt to determine how the superseded data were derived.
 HM0320
 HM0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH406090(NAD 83)
 HM0320_MARKER: DB = BENCH MARK DISK
 HM0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0320_STAMPING: E-148 1934
 HM0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0320+STABILITY: SURFACE MOTION
 HM0320
 HM0320  HISTORY     - Date     Condition        Report By
 HM0320  HISTORY     - 1934     MONUMENTED       CGS
 HM0320
 HM0320                          STATION DESCRIPTION
 HM0320
 HM0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0320'11.5 MI S FROM NORWOOD.
 HM0320'11.5 MILES SOUTH OF, ALONG STATE HWY. 147, FROM NORWOOD PUBLIC SCHOOL.
 HM0320'ABOUT 1100 FEET NORTH OF C.B.SKIDMORES RANCH HOUSE.  258 FEET SOUTH
 HM0320'OF CENTER OF WAGON GATE.  27 FEET WEST OF CENTERLINE OF STATE HWY.
 HM0320'147.  7 FEET NORTH OF TELEPHONE POLE 331.  2 FEET EAST OF FENCE LINE.
 HM0320'TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0304 ***********************************************************************
 HL0304  DESIGNATION -  E 149
 HL0304  PID         -  HL0304
 HL0304  STATE/COUNTY-  CO/SAN MIGUEL
 HL0304  USGS QUAD   -  OPHIR (1955)
 HL0304
 HL0304                         *CURRENT SURVEY CONTROL
 HL0304  ___________________________________________________________________
 HL0304* NAD 83(1986)-  37 51 42.     (N)    107 52 12.     (W)     SCALED    
 HL0304* NAVD 88     -      2806.893  (meters)    9208.95   (feet)  ADJUSTED  
 HL0304  ___________________________________________________________________
 HL0304  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 HL0304  DYNAMIC HT  -        2802.911 (meters)    9195.88  (feet)  COMP
 HL0304  MODELED GRAV-     979,109.6   (mgal)                       NAVD 88
 HL0304
 HL0304  VERT ORDER  -  SECOND    CLASS 0
 HL0304
 HL0304.The horizontal coordinates were scaled from a topographic map and have
 HL0304.an estimated accuracy of +/- 6 seconds.
 HL0304
 HL0304.The orthometric height was determined by differential leveling
 HL0304.and adjusted by the National Geodetic Survey in June 1991..
 HL0304
 HL0304.The geoid height was determined by GEOID03.
 HL0304
 HL0304.The dynamic height is computed by dividing the NAVD 88
 HL0304.geopotential number by the normal gravity value computed on the
 HL0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0304.degrees latitude (g = 980.6199 gals.).
 HL0304
 HL0304.The modeled gravity was interpolated from observed gravity values.
 HL0304
 HL0304;                    North         East    Units  Estimated Accuracy
 HL0304;SPC CO S     -   440,070.      705,880.      MT  (+/- 180 meters Scaled)
 HL0304
 HL0304                          SUPERSEDED SURVEY CONTROL
 HL0304
 HL0304  NGVD 29 (??/??/92) 2805.200  (m)         9203.39   (f) ADJ UNCH    2 0
 HL0304
 HL0304.Superseded values are not recommended for survey control.
 HL0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0304.See file dsdata.txt to determine how the superseded data were derived.
 HL0304
 HL0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB475943(NAD 83)
 HL0304_MARKER: DB = BENCH MARK DISK
 HL0304_SETTING: 66 = SET IN ROCK OUTCROP
 HL0304_SP_SET: ROCK CLIFF
 HL0304_STAMPING: E 149 1934
 HL0304_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0304+STABILITY: POSITION/ELEVATION WELL
 HL0304
 HL0304  HISTORY     - Date     Condition        Report By
 HL0304  HISTORY     - 1934     MONUMENTED       CGS
 HL0304  HISTORY     - 1952     GOOD             NGS
 HL0304
 HL0304                          STATION DESCRIPTION
 HL0304
 HL0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HL0304'IN OPHIR.
 HL0304'AT OPHIR, SAN MIGUEL COUNTY, ON THE ABANDONED RIO GRANDE SOUTHERN
 HL0304'RAILROAD, 69 FEET NORTHEAST OF THE NORTH CORNER OF THE STATION, 260
 HL0304'FEET NORTHWEST OF THE GROCERY STORE AND POST OFFICE, 12 FEET NORTHEAST
 HL0304'OF THE CENTER-LINE OF THE OLD ROADBED, IN THE TOP OF A SHELF OF A ROCK
 HL0304'CLIFF, AND ABOUT 3 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 HL0304'STAMPED E 149 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0412 ***********************************************************************
 LL0412  DESIGNATION -  E 15
 LL0412  PID         -  LL0412
 LL0412  STATE/COUNTY-  CO/LARIMER
 LL0412  USGS QUAD   -  HORSETOOTH RESERVOIR (1962)
 LL0412
 LL0412                         *CURRENT SURVEY CONTROL
 LL0412  ___________________________________________________________________
 LL0412* NAD 83(1986)-  40 35 25.     (N)    105 09 22.     (W)     SCALED    
 LL0412* NAVD 88     -      1587.120  (meters)    5207.08   (feet)  ADJUSTED  
 LL0412  ___________________________________________________________________
 LL0412  GEOID HEIGHT-         -15.22  (meters)                     GEOID03
 LL0412  DYNAMIC HT  -        1585.776 (meters)    5202.67  (feet)  COMP
 LL0412  MODELED GRAV-     979,722.3   (mgal)                       NAVD 88
 LL0412
 LL0412  VERT ORDER  -  SECOND    CLASS 0
 LL0412
 LL0412.The horizontal coordinates were scaled from a topographic map and have
 LL0412.an estimated accuracy of +/- 6 seconds.
 LL0412
 LL0412.The orthometric height was determined by differential leveling
 LL0412.and adjusted by the National Geodetic Survey in June 1991..
 LL0412
 LL0412.The geoid height was determined by GEOID03.
 LL0412
 LL0412.The dynamic height is computed by dividing the NAVD 88
 LL0412.geopotential number by the normal gravity value computed on the
 LL0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0412.degrees latitude (g = 980.6199 gals.).
 LL0412
 LL0412.The modeled gravity was interpolated from observed gravity values.
 LL0412
 LL0412;                    North         East    Units  Estimated Accuracy
 LL0412;SPC CO N     -   444,420.      943,510.      MT  (+/- 180 meters Scaled)
 LL0412
 LL0412                          SUPERSEDED SURVEY CONTROL
 LL0412
 LL0412  NGVD 29 (??/??/92) 1586.152  (m)         5203.90   (f) ADJ UNCH    2 0
 LL0412
 LL0412.Superseded values are not recommended for survey control.
 LL0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0412.See file dsdata.txt to determine how the superseded data were derived.
 LL0412
 LL0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE867932(NAD 83)
 LL0412_MARKER: DD = SURVEY DISK
 LL0412_SETTING: 66 = SET IN ROCK OUTCROP
 LL0412_SP_SET: SANDSTONE
 LL0412_STAMPING: E 15 1939 5201.996
 LL0412_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL0412+STABILITY: POSITION/ELEVATION WELL
 LL0412
 LL0412  HISTORY     - Date     Condition        Report By
 LL0412  HISTORY     - 1939     MONUMENTED       BOR
 LL0412  HISTORY     - 1959     MARK NOT FOUND   NGS
 LL0412
 LL0412                          STATION DESCRIPTION
 LL0412
 LL0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LL0412'4.4 MI W FROM FORT COLLINS.
 LL0412'SEARCHED FOR, NOT FOUND.  4.4 MILES WEST ALONG LA PORT AVENUE AND
 LL0412'SOLDIER CANYON ROAD FROM
 LL0412'THE POST OFFICE AT FORT COLLINS, LARIMER COUNTY, 0.2 MILE EAST OF
 LL0412'THE BRIDGE AT THE MOUTH OF SOLDIER CANYON, 1000 FEET SOUTHWEST OF
 LL0412'FORT COLLINS FILTER PLANT, 75 FEET SOUTH OF A GULLY WHICH PASSES
 LL0412'THROUGH SOLDIER CANYON, 8 FEET SOUTH OF THE SOUTH SHOULDER OF
 LL0412'THE ROAD, IN THE TOP OF A LARGE FLAT SANDSTONE ROCK, AND 1.5 FEET
 LL0412'HIGHER THAN THE  ROAD.  A UNITED STATES BUREAU OF RECLAMATION
 LL0412'STANDARD DISK, STAMPED E 15 1939 5201.996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0008 ***********************************************************************
 LK0008  DESIGNATION -  E 15
 LK0008  PID         -  LK0008
 LK0008  STATE/COUNTY-  CO/PHILLIPS
 LK0008  USGS QUAD   -  HOLYOKE NE (1962)
 LK0008
 LK0008                         *CURRENT SURVEY CONTROL
 LK0008  ___________________________________________________________________
 LK0008* NAD 83(1986)-  40 41 12.     (N)    102 17 55.     (W)     SCALED    
 LK0008* NAVD 88     -      1150.899  (meters)    3775.91   (feet)  ADJUSTED  
 LK0008  ___________________________________________________________________
 LK0008  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 LK0008  DYNAMIC HT  -        1150.096 (meters)    3773.27  (feet)  COMP
 LK0008  MODELED GRAV-     979,886.9   (mgal)                       NAVD 88
 LK0008
 LK0008  VERT ORDER  -  FIRST     CLASS II
 LK0008
 LK0008.The horizontal coordinates were scaled from a topographic map and have
 LK0008.an estimated accuracy of +/- 6 seconds.
 LK0008
 LK0008.The orthometric height was determined by differential leveling
 LK0008.and adjusted by the National Geodetic Survey in June 1991..
 LK0008
 LK0008.The geoid height was determined by GEOID03.
 LK0008
 LK0008.The dynamic height is computed by dividing the NAVD 88
 LK0008.geopotential number by the normal gravity value computed on the
 LK0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0008.degrees latitude (g = 980.6199 gals.).
 LK0008
 LK0008.The modeled gravity was interpolated from observed gravity values.
 LK0008
 LK0008;                    North         East    Units  Estimated Accuracy
 LK0008;SPC CO N     -   459,950.    1,184,960.      MT  (+/- 180 meters Scaled)
 LK0008
 LK0008                          SUPERSEDED SURVEY CONTROL
 LK0008
 LK0008  NGVD 29 (??/??/92) 1150.438  (m)         3774.40   (f) ADJ UNCH    1 2
 LK0008
 LK0008.Superseded values are not recommended for survey control.
 LK0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0008.See file dsdata.txt to determine how the superseded data were derived.
 LK0008
 LK0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF282074(NAD 83)
 LK0008_MARKER: DB = BENCH MARK DISK
 LK0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0008_STAMPING: 3774.395 E 15 1926
 LK0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0008+STABILITY: SURFACE MOTION
 LK0008
 LK0008  HISTORY     - Date     Condition        Report By
 LK0008  HISTORY     - 1926     MONUMENTED       CGS
 LK0008  HISTORY     - 1941     GOOD             NGS
 LK0008  HISTORY     - 1962     MARK NOT FOUND   USGS
 LK0008
 LK0008                          STATION DESCRIPTION
 LK0008
 LK0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LK0008'7 MI N FROM HOLYOKE.
 LK0008'ABOUT 7 MILES NORTH ALONG STATE HIGHWAY 51 FROM HOLYOKE, AT THE
 LK0008'TOP OF A GRADE, AT THE INTERSECTION OF AN EAST-AND-WEST ROAD, 33
 LK0008'FEET NORTH OF THE CENTERLINE OF THE ROAD, 14 FEET EAST OF THE
 LK0008'CENTERLINE OF THE HIGHWAY, AT THE GRAND VIEW SCHOOL, AT THE
 LK0008'SOUTHWEST CORNER OF THE SCHOOLGROUNDS, 52.5 FEET SOUTH OF A POINT
 LK0008'73 FEET WEST OF THE SOUTHWEST CORNER OF THE SCHOOLHOUSE, 21.5 FEET
 LK0008'WEST OF A POINT 4.5 FEET NORTH OF A FENCE CORNER, AND ABOUT 10
 LK0008'INCHES UNDER GROUND.  A STANDARD DISK, STAMPED 3774.395 E 15 1926
 LK0008'AND SET IN THE TOP OF A CONCRETE POST.
 LK0008
 LK0008                          STATION RECOVERY (1962)
 LK0008
 LK0008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LK0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0027 ***********************************************************************
 HM0027  DESIGNATION -  E 150
 HM0027  PID         -  HM0027
 HM0027  STATE/COUNTY-  CO/MONTEZUMA
 HM0027  USGS QUAD   -  STONER (1976)
 HM0027
 HM0027                         *CURRENT SURVEY CONTROL
 HM0027  ___________________________________________________________________
 HM0027* NAD 83(1986)-  37 34 36.     (N)    108 21 43.     (W)     SCALED    
 HM0027* NAVD 88     -      2237.540  (meters)    7341.00   (feet)  ADJUSTED  
 HM0027  ___________________________________________________________________
 HM0027  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 HM0027  DYNAMIC HT  -        2234.633 (meters)    7331.46  (feet)  COMP
 HM0027  MODELED GRAV-     979,251.2   (mgal)                       NAVD 88
 HM0027
 HM0027  VERT ORDER  -  SECOND    CLASS 0
 HM0027
 HM0027.The horizontal coordinates were scaled from a topographic map and have
 HM0027.an estimated accuracy of +/- 6 seconds.
 HM0027
 HM0027.The orthometric height was determined by differential leveling
 HM0027.and adjusted by the National Geodetic Survey in June 1991..
 HM0027
 HM0027.The geoid height was determined by GEOID03.
 HM0027
 HM0027.The dynamic height is computed by dividing the NAVD 88
 HM0027.geopotential number by the normal gravity value computed on the
 HM0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0027.degrees latitude (g = 980.6199 gals.).
 HM0027
 HM0027.The modeled gravity was interpolated from observed gravity values.
 HM0027
 HM0027;                    North         East    Units  Estimated Accuracy
 HM0027;SPC CO S     -   409,670.      661,640.      MT  (+/- 180 meters Scaled)
 HM0027
 HM0027                          SUPERSEDED SURVEY CONTROL
 HM0027
 HM0027  NGVD 29 (??/??/92) 2236.246  (m)         7336.75   (f) ADJ UNCH    2 0
 HM0027
 HM0027.Superseded values are not recommended for survey control.
 HM0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0027.See file dsdata.txt to determine how the superseded data were derived.
 HM0027
 HM0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG329621(NAD 83)
 HM0027_MARKER: DB = BENCH MARK DISK
 HM0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0027_STAMPING: E 150 1934
 HM0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0027+STABILITY: SURFACE MOTION
 HM0027
 HM0027  HISTORY     - Date     Condition        Report By
 HM0027  HISTORY     - 1934     MONUMENTED       CGS
 HM0027
 HM0027                          STATION DESCRIPTION
 HM0027
 HM0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0027'12.1 MI NE FROM DOLORES.
 HM0027'12.1 MILES NORTHEAST ALONG THE ABANDONED RIO GRANDE SOUTHERN RAILROAD
 HM0027'FROM THE FORMER STATION AT DOLORES, MONTEZUMA COUNTY, 240 FEET SOUTH
 HM0027'OF THE SITE OF THE NORTH SWITCH STAND TO THE SIDING AT RAYMOND, 30
 HM0027'FEET WEST OF THE CENTER-LINE OF THE OLD ROADBED, AND 22 FEET SOUTHWEST
 HM0027'OF A POLE.  A STANDARD DISK, STAMPED E 150 1934 AND SET IN THE TOP OF
 HM0027'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0108 ***********************************************************************
 LN0108  DESIGNATION -  E 151 RESET
 LN0108  PID         -  LN0108
 LN0108  STATE/COUNTY-  CO/RIO BLANCO
 LN0108  USGS QUAD   -  CACTUS RESERVOIR (1962)
 LN0108
 LN0108                         *CURRENT SURVEY CONTROL
 LN0108  ___________________________________________________________________
 LN0108* NAD 83(1992)-  40 09 35.33164(N)    108 39 14.90757(W)     ADJUSTED  
 LN0108* NAVD 88     -      1636.90   (meters)    5370.4    (feet)  RESET     
 LN0108  ___________________________________________________________________
 LN0108  X           -  -1,561,697.451 (meters)                     COMP
 LN0108  Y           -  -4,626,025.280 (meters)                     COMP
 LN0108  Z           -   4,092,608.333 (meters)                     COMP
 LN0108  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 LN0108  ELLIP HEIGHT-        1620.50  (meters)          (03/21/05) GPS OBS
 LN0108  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 LN0108
 LN0108  HORZ ORDER  -  FIRST
 LN0108  VERT ORDER  -  THIRD
 LN0108  ELLP ORDER  -  FOURTH    CLASS I
 LN0108
 LN0108.The horizontal coordinates were established by GPS observations
 LN0108.and adjusted by the CO DEPT OF HIGHWAYS in March 2005..
 LN0108
 LN0108.The orthometric height was computed from unverified reset data.
 LN0108.No vertical observational check was made to the station.
 LN0108
 LN0108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LN0108
 LN0108.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0108
 LN0108.The ellipsoidal height was determined by GPS observations
 LN0108.and is referenced to NAD 83.
 LN0108
 LN0108.The geoid height was determined by GEOID03.
 LN0108
 LN0108;                    North         East     Units Scale Factor Converg.
 LN0108;SPC CO N     -   401,343.325   645,754.447   MT  0.99995810   -2 02 16.8
 LN0108;SPC CO N     - 1,316,740.56  2,118,612.71   sFT  0.99995810   -2 02 16.8
 LN0108;UTM  12      - 4,448,133.744   699,783.722   MT  1.00009137   +1 30 48.2
 LN0108
 LN0108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0108!SPC CO N     -   0.99974585  x   0.99995810  =   0.99970396
 LN0108!UTM  12      -   0.99974585  x   1.00009137  =   0.99983719
 LN0108
 LN0108                          SUPERSEDED SURVEY CONTROL
 LN0108
 LN0108  NGVD 29 (??/??/??) 1635.70   (m)         5366.5    (f) RESET       3  
 LN0108
 LN0108.Superseded values are not recommended for survey control.
 LN0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0108.See file dsdata.txt to determine how the superseded data were derived.
 LN0108
 LN0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK9978448134(NAD 83)
 LN0108_MARKER: DB = BENCH MARK DISK
 LN0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0108_STAMPING: E 151 RESET 1949
 LN0108_MARK LOGO: CGS   
 LN0108_PROJECTION: PROJECTING 20 CENTIMETERS
 LN0108_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LN0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0108+STABILITY: SURFACE MOTION
 LN0108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0108+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004
 LN0108
 LN0108  HISTORY     - Date     Condition        Report By
 LN0108  HISTORY     - 1949     MONUMENTED       CGS
 LN0108  HISTORY     - 20041106 GOOD             CODOT
 LN0108
 LN0108                          STATION DESCRIPTION
 LN0108
 LN0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LN0108'9.3 MI W FROM ANGORA JCT.
 LN0108'9.3 MILES WEST ALONG STATE HIGHWAY 64 FROM ANGORA JUNCTION, RIO BLANCO
 LN0108'COUNTY, 0.5 MILE EAST OF A FRAME HOUSE AND LOG GARAGE, 380 FEET
 LN0108'NORTHEAST OF AN 84-INCH PIPE CULVERT UNDER THE HIGHWAY, 70 FEET NORTH
 LN0108'OF THE CENTER LINE OF THE HIGHWAY, AND 20 FEET NORTH OF THE NORTH
 LN0108'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED E 151 RESET 1949 AND SET
 LN0108'IN THE TOP OF A CONCRETE POST.
 LN0108
 LN0108                          STATION RECOVERY (2004)
 LN0108
 LN0108'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2004
 LN0108'THE STATION IS LOCATED ABOUT 40 MI (64.4 KM) WEST OF MEEKER, 9 MI
 LN0108'(14.5 KM)  EAST-NORTHEAST OF RANGELY AND 0.3 MI (0.5 KM) SOUTH OF THE
 LN0108'WHITE RIVER, IN THE NORTHEAST 1/4 OF SECTION 7, T 2 N, R 100 W, AT
 LN0108'STATE HIGHWAY 64 MILEPOST 29.7. OWNERSHIP--UNKNOWN  TO REACH THE
 LN0108'STATION FROM THE INTERSECTION OF STATE HIGHWAY 64 AND DESERADO MINE
 LN0108'ROAD (COUNTY ROAD 65) , ABOUT 7.25 MI (11.67 KM) NORTHEAST FROM THE
 LN0108'INTERSECTION OF STATE HIGHWAY 64 AND STATE HIGHWAY 139 IN RANGELY, GO
 LN0108'EAST ON HIGHWAY 64 FOR 2.35 MI (3.78 KM) TO THE STATION ON THE LEFT
 LN0108'THE MARK IS A STANDARD DISK SET INTO THE TOP OF AROUND 12 CM CONCRETE
 LN0108'POST PROJECTING 20 CM ABOVE THE GROUND. IT IS 21.4 M (70.2 FT) NORTH
 LN0108'FROM THE CENTER LINE OF THE HIGHWAY, 6.2 M (20.3 FT) NORTH FROM THE
 LN0108'NORTHERN RIGHT-OF-WAY FENCE AND WITNESS POST, 0.7 M (2.3 FT) SOUTH
 LN0108'FROM A WITNESS POST AND ABOUT 0.5 M (1.6 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0093 ***********************************************************************
 KM0093  DESIGNATION -  E 152
 KM0093  PID         -  KM0093
 KM0093  STATE/COUNTY-  CO/RIO BLANCO
 KM0093  USGS QUAD   -  PHILADELPHIA CREEK (1964)
 KM0093
 KM0093                         *CURRENT SURVEY CONTROL
 KM0093  ___________________________________________________________________
 KM0093* NAD 83(1986)-  39 55 46.     (N)    108 44 47.     (W)     SCALED    
 KM0093* NAVD 88     -      1742.739  (meters)    5717.64   (feet)  ADJUSTED  
 KM0093  ___________________________________________________________________
 KM0093  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 KM0093  DYNAMIC HT  -        1741.079 (meters)    5712.19  (feet)  COMP
 KM0093  MODELED GRAV-     979,611.9   (mgal)                       NAVD 88
 KM0093
 KM0093  VERT ORDER  -  SECOND    CLASS 0
 KM0093
 KM0093.The horizontal coordinates were scaled from a topographic map and have
 KM0093.an estimated accuracy of +/- 6 seconds.
 KM0093
 KM0093.The orthometric height was determined by differential leveling
 KM0093.and adjusted by the National Geodetic Survey in June 1991..
 KM0093
 KM0093.The geoid height was determined by GEOID03.
 KM0093
 KM0093.The dynamic height is computed by dividing the NAVD 88
 KM0093.geopotential number by the normal gravity value computed on the
 KM0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0093.degrees latitude (g = 980.6199 gals.).
 KM0093
 KM0093.The modeled gravity was interpolated from observed gravity values.
 KM0093
 KM0093;                    North         East    Units  Estimated Accuracy
 KM0093;SPC CO N     -   376,070.      636,970.      MT  (+/- 180 meters Scaled)
 KM0093
 KM0093                          SUPERSEDED SURVEY CONTROL
 KM0093
 KM0093  NGVD 29 (??/??/92) 1741.524  (m)         5713.65   (f) ADJ UNCH    2 0
 KM0093
 KM0093.Superseded values are not recommended for survey control.
 KM0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0093.See file dsdata.txt to determine how the superseded data were derived.
 KM0093
 KM0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK925223(NAD 83)
 KM0093_MARKER: DB = BENCH MARK DISK
 KM0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KM0093_STAMPING: E-152 1934
 KM0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0093+STABILITY: SURFACE MOTION
 KM0093
 KM0093  HISTORY     - Date     Condition        Report By
 KM0093  HISTORY     - 1934     MONUMENTED       CGS
 KM0093  HISTORY     - 1964     GOOD             USGS
 KM0093  HISTORY     - 1984     MARK NOT FOUND   NGS
 KM0093
 KM0093                          STATION DESCRIPTION
 KM0093
 KM0093'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 KM0093'12.5 MI S FROM RANGELY.
 KM0093'FROM RANGELY P.O. 0.8 MI.E. ALONG COLO. 64, THEN 11.7 MI. S. ALONG
 KM0093'DOUGLAS PASS RD. 0.2 MI. S.E. OF CULVERT OVER BLACK CEDAR DRAW AND 42
 KM0093'FT. S.W. OF CL HWY. STD. TAB. IN CONC. POST PROJ. 4 IN. STAMPED E-152
 KM0093'1934.
 KM0093
 KM0093                          STATION RECOVERY (1984)
 KM0093
 KM0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KM0093'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0075 ***********************************************************************
 LN0075  DESIGNATION -  E 154 RESET
 LN0075  PID         -  LN0075
 LN0075  STATE/COUNTY-  CO/RIO BLANCO
 LN0075  USGS QUAD   -  ROUGH GULCH (1972)
 LN0075
 LN0075                         *CURRENT SURVEY CONTROL
 LN0075  ___________________________________________________________________
 LN0075* NAD 83(1986)-  40 10 45.     (N)    108 28 43.     (W)     SCALED    
 LN0075* NAVD 88     -      1735.50   (meters)    5693.9    (feet)  RESET     
 LN0075  ___________________________________________________________________
 LN0075  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 LN0075
 LN0075  VERT ORDER  -  THIRD
 LN0075
 LN0075.The horizontal coordinates were scaled from a topographic map and have
 LN0075.an estimated accuracy of +/- 6 seconds.
 LN0075
 LN0075.The orthometric height was computed from unverified reset data.
 LN0075
 LN0075.The geoid height was determined by GEOID03.
 LN0075
 LN0075;                    North         East    Units  Estimated Accuracy
 LN0075;SPC CO N     -   402,970.      660,770.      MT  (+/- 180 meters Scaled)
 LN0075
 LN0075                          SUPERSEDED SURVEY CONTROL
 LN0075
 LN0075.No superseded survey control is available for this station.
 LN0075
 LN0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK146506(NAD 83)
 LN0075_MARKER: DB = BENCH MARK DISK
 LN0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0075_STAMPING: E-154 RESET 1950
 LN0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0075+STABILITY: SURFACE MOTION
 LN0075
 LN0075  HISTORY     - Date     Condition        Report By
 LN0075  HISTORY     - 1950     MONUMENTED       CODH
 LN0075  HISTORY     - 1966     GOOD             USGS
 LN0075
 LN0075                          STATION DESCRIPTION
 LN0075
 LN0075'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LN0075'37.00 MI NW FROM MEEKER.
 LN0075'MEEKER POST OFFICE, 37.00 MILES NORTHWEST, ALONG HIGHWAY 64, RIO
 LN0075'BLANCO COUNTY, AT STEDMAN MESA, 215 FEET WEST OF THE END OF A 36 INCH
 LN0075'CORRUGATED METAL PIPE CULVERT AND 72 FEET NORTH OF THE CENTERLINE OF
 LN0075'THE HIGHWAY.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST AND
 LN0075'STAMPED E-154 RESET 1950.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0460 ***********************************************************************
 LM0460  DESIGNATION -  E 155
 LM0460  PID         -  LM0460
 LM0460  STATE/COUNTY-  CO/RIO BLANCO
 LM0460  USGS QUAD   -  NINEMILE GAP (1966)
 LM0460
 LM0460                         *CURRENT SURVEY CONTROL
 LM0460  ___________________________________________________________________
 LM0460* NAD 83(1986)-  40 08 12.     (N)    107 50 19.     (W)     SCALED    
 LM0460* NAVD 88     -      2152.047  (meters)    7060.51   (feet)  ADJUSTED  
 LM0460  ___________________________________________________________________
 LM0460  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 LM0460  DYNAMIC HT  -        2149.825 (meters)    7053.22  (feet)  COMP
 LM0460  MODELED GRAV-     979,516.5   (mgal)                       NAVD 88
 LM0460
 LM0460  VERT ORDER  -  SECOND    CLASS 0
 LM0460
 LM0460.The horizontal coordinates were scaled from a topographic map and have
 LM0460.an estimated accuracy of +/- 6 seconds.
 LM0460
 LM0460.The orthometric height was determined by differential leveling
 LM0460.and adjusted by the National Geodetic Survey in June 1991..
 LM0460
 LM0460.The geoid height was determined by GEOID03.
 LM0460
 LM0460.The dynamic height is computed by dividing the NAVD 88
 LM0460.geopotential number by the normal gravity value computed on the
 LM0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0460.degrees latitude (g = 980.6199 gals.).
 LM0460
 LM0460.The modeled gravity was interpolated from observed gravity values.
 LM0460
 LM0460;                    North         East    Units  Estimated Accuracy
 LM0460;SPC CO N     -   396,620.      715,130.      MT  (+/- 180 meters Scaled)
 LM0460
 LM0460                          SUPERSEDED SURVEY CONTROL
 LM0460
 LM0460  NGVD 29 (??/??/92) 2150.701  (m)         7056.09   (f) ADJ UNCH    2 0
 LM0460
 LM0460.Superseded values are not recommended for survey control.
 LM0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0460.See file dsdata.txt to determine how the superseded data were derived.
 LM0460
 LM0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE581467(NAD 83)
 LM0460_MARKER: DB = BENCH MARK DISK
 LM0460_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0460_SP_SET: CULVERT
 LM0460_STAMPING: E 155 1934
 LM0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0460
 LM0460  HISTORY     - Date     Condition        Report By
 LM0460  HISTORY     - 1934     MONUMENTED       CGS
 LM0460  HISTORY     - 1966     MARK NOT FOUND   NGS
 LM0460
 LM0460                          STATION DESCRIPTION
 LM0460
 LM0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 LM0460'9.3 MI NE FROM MEEKER.
 LM0460'9.3 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE HIGH SCHOOL AT
 LM0460'MEEKER, RIO BLANCO COUNTY, ABOUT 450 FEET NORTHEAST OF THE CENTER LINE
 LM0460'OF THE GATEWAY TO THE H.P. OLLOSEN RANCH NEAR THE FOOT OF A LONG HILL,
 LM0460'AT A CULVERT FOR AND IRRIGATION DITCH IN THE SOUTHEAST HEAD WALL, 45
 LM0460'FEET SOUTHEAST OF THE OTTOSEN PROPERTY FENCE NORTHWEST OF THE HIGHWAY,
 LM0460'18 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, AND 15 FEET SOUTHEAST OF
 LM0460'THE CENTER LINE OF THE HIGHWAY, A STANDARD DISK, STAMPED E 155 1934.
 LM0460'NOTE-- HIGHWAY HAS BEEN REBUILT AND THE CULVERT PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0533 ***********************************************************************
 KL0533  DESIGNATION -  E 156
 KL0533  PID         -  KL0533
 KL0533  STATE/COUNTY-  CO/GARFIELD
 KL0533  USGS QUAD   -  CARBONDALE (1987)
 KL0533
 KL0533                         *CURRENT SURVEY CONTROL
 KL0533  ___________________________________________________________________
 KL0533* NAD 83(1986)-  39 24 08.     (N)    107 12 40.     (W)     SCALED    
 KL0533* NAVD 88     -      1881.899  (meters)    6174.20   (feet)  ADJUSTED  
 KL0533  ___________________________________________________________________
 KL0533  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 KL0533  DYNAMIC HT  -        1879.826 (meters)    6167.40  (feet)  COMP
 KL0533  MODELED GRAV-     979,459.6   (mgal)                       NAVD 88
 KL0533
 KL0533  VERT ORDER  -  SECOND    CLASS 0
 KL0533
 KL0533.The horizontal coordinates were scaled from a topographic map and have
 KL0533.an estimated accuracy of +/- 6 seconds.
 KL0533
 KL0533.The orthometric height was determined by differential leveling
 KL0533.and adjusted by the National Geodetic Survey in June 1991..
 KL0533
 KL0533.The geoid height was determined by GEOID03.
 KL0533
 KL0533.The dynamic height is computed by dividing the NAVD 88
 KL0533.geopotential number by the normal gravity value computed on the
 KL0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0533.degrees latitude (g = 980.6199 gals.).
 KL0533
 KL0533.The modeled gravity was interpolated from observed gravity values.
 KL0533
 KL0533;                    North         East    Units  Estimated Accuracy
 KL0533;SPC CO C     -   480,350.      767,030.      MT  (+/- 180 meters Scaled)
 KL0533
 KL0533                          SUPERSEDED SURVEY CONTROL
 KL0533
 KL0533  NGVD 29 (??/??/92) 1880.546  (m)         6169.76   (f) ADJ UNCH    2 0
 KL0533
 KL0533.Superseded values are not recommended for survey control.
 KL0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0533.See file dsdata.txt to determine how the superseded data were derived.
 KL0533
 KL0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD096637(NAD 83)
 KL0533_MARKER: DB = BENCH MARK DISK
 KL0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0533_STAMPING: E 156 1934
 KL0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0533+STABILITY: SURFACE MOTION
 KL0533
 KL0533  HISTORY     - Date     Condition        Report By
 KL0533  HISTORY     - 1934     MONUMENTED       CGS
 KL0533  HISTORY     - 20030703 MARK NOT FOUND   USPSQD
 KL0533
 KL0533                          STATION DESCRIPTION
 KL0533
 KL0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KL0533'IN CARBONDALE.
 KL0533'AT CARBONDALE, GARFIELD COUNTY, 24 FEET EAST OF THE EAST END OF THE
 KL0533'DENVER AND RIO GRANDE WESTERN RAILROAD STATION, 63 FEET SOUTHWEST OF
 KL0533'MILEPOST D 373, 8 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE COAL
 KL0533'HOUSE, 4 FEET EAST OF THE FIRST POLE EAST OF THE STATION, AND 33 FEET
 KL0533'SOUTH OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED E
 KL0533'156 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KL0533
 KL0533                          STATION RECOVERY (2003)
 KL0533
 KL0533'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 KL0533'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0254 ***********************************************************************
 JL0254  DESIGNATION -  E 157
 JL0254  PID         -  JL0254
 JL0254  STATE/COUNTY-  CO/GUNNISON
 JL0254  USGS QUAD   -  PAONIA RESERVOIR (1964)
 JL0254
 JL0254                         *CURRENT SURVEY CONTROL
 JL0254  ___________________________________________________________________
 JL0254* NAD 83(1986)-  38 56 40.     (N)    107 20 58.     (W)     SCALED    
 JL0254* NAVD 88     -      1922.687  (meters)    6308.02   (feet)  ADJUSTED  
 JL0254  ___________________________________________________________________
 JL0254  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 JL0254  DYNAMIC HT  -        1920.471 (meters)    6300.75  (feet)  COMP
 JL0254  MODELED GRAV-     979,407.9   (mgal)                       NAVD 88
 JL0254
 JL0254  VERT ORDER  -  SECOND    CLASS 0
 JL0254
 JL0254.The horizontal coordinates were scaled from a topographic map and have
 JL0254.an estimated accuracy of +/- 6 seconds.
 JL0254
 JL0254.The orthometric height was determined by differential leveling
 JL0254.and adjusted by the National Geodetic Survey in June 1991..
 JL0254
 JL0254.The geoid height was determined by GEOID03.
 JL0254
 JL0254.The dynamic height is computed by dividing the NAVD 88
 JL0254.geopotential number by the normal gravity value computed on the
 JL0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0254.degrees latitude (g = 980.6199 gals.).
 JL0254
 JL0254.The modeled gravity was interpolated from observed gravity values.
 JL0254
 JL0254;                    North         East    Units  Estimated Accuracy
 JL0254;SPC CO C     -   429,770.      754,090.      MT  (+/- 180 meters Scaled)
 JL0254
 JL0254                          SUPERSEDED SURVEY CONTROL
 JL0254
 JL0254  NGVD 29 (??/??/92) 1921.207  (m)         6303.16   (f) ADJ UNCH    2 0
 JL0254
 JL0254.Superseded values are not recommended for survey control.
 JL0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0254.See file dsdata.txt to determine how the superseded data were derived.
 JL0254
 JL0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD963132(NAD 83)
 JL0254_MARKER: DB = BENCH MARK DISK
 JL0254_SETTING: 80 = SET IN A BOULDER
 JL0254_SP_SET: BOULDER
 JL0254_STAMPING: E 157 1934
 JL0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0254+STABILITY: SURFACE MOTION
 JL0254
 JL0254  HISTORY     - Date     Condition        Report By
 JL0254  HISTORY     - 1934     MONUMENTED       CGS
 JL0254  HISTORY     - 1964     MARK NOT FOUND   USGS
 JL0254
 JL0254                          STATION DESCRIPTION
 JL0254
 JL0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0254'0.6 MI NE FROM BARDINE.
 JL0254'0.6 MILE NORTHEAST ALONG STATE HIGHWAY 133 FROM THE JUNCTION OF STATE
 JL0254'HIGHWAY 135 AT BARDINE, AT THE WEST EDGE OF A HAY FIELD, 27 FEET EAST
 JL0254'OF THE CENTERLINE OF THE HIGHWAY, 17.5 FEET NORTHEAST OF A 2.8-FOOT
 JL0254'LONE PINE TREE, 12.5 FEET EAST OF A FENCE, IN THE TOP OF A 15- BY
 JL0254'8-FOOT BOULDER ABOUT 8 FEET ABOVE THE GROUND, AND LEVEL WITH THE
 JL0254'HIGHWAY.  A STANDARD DISK, STAMPED E 157 1934.  NOTE-- BM UNDER WATER
 JL0254'FROM PAONIA DAM.
 JL0254
 JL0254                          STATION RECOVERY (1964)
 JL0254
 JL0254'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JL0254'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0523 ***********************************************************************
 KL0523  DESIGNATION -  E 158
 KL0523  PID         -  KL0523
 KL0523  STATE/COUNTY-  CO/PITKIN
 KL0523  USGS QUAD   -  BASALT (1987)
 KL0523
 KL0523                         *CURRENT SURVEY CONTROL
 KL0523  ___________________________________________________________________
 KL0523* NAD 83(1992)-  39 20 48.77928(N)    107 00 47.30607(W)     ADJUSTED  
 KL0523* NAVD 88     -      2058.718  (meters)    6754.31   (feet)  ADJUSTED  
 KL0523  ___________________________________________________________________
 KL0523  X           -  -1,445,570.064 (meters)                     COMP
 KL0523  Y           -  -4,724,371.067 (meters)                     COMP
 KL0523  Z           -   4,023,468.001 (meters)                     COMP
 KL0523  LAPLACE CORR-           7.97  (seconds)                    DEFLEC99
 KL0523  ELLIP HEIGHT-        2044.45  (meters)          (12/03/02) GPS OBS
 KL0523  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 KL0523  DYNAMIC HT  -        2056.327 (meters)    6746.47  (feet)  COMP
 KL0523  MODELED GRAV-     979,394.1   (mgal)                       NAVD 88
 KL0523
 KL0523  HORZ ORDER  -  FIRST
 KL0523  VERT ORDER  -  SECOND    CLASS 0
 KL0523  ELLP ORDER  -  FOURTH    CLASS II
 KL0523
 KL0523.The horizontal coordinates were established by GPS observations
 KL0523.and adjusted by the National Geodetic Survey in May 1997..
 KL0523
 KL0523.The orthometric height was determined by differential leveling
 KL0523.and adjusted by the National Geodetic Survey in June 1991..
 KL0523
 KL0523.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KL0523
 KL0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0523
 KL0523.The ellipsoidal height was determined by GPS observations
 KL0523.and is referenced to NAD 83.
 KL0523
 KL0523.The geoid height was determined by GEOID03.
 KL0523
 KL0523.The dynamic height is computed by dividing the NAVD 88
 KL0523.geopotential number by the normal gravity value computed on the
 KL0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0523.degrees latitude (g = 980.6199 gals.).
 KL0523
 KL0523.The modeled gravity was interpolated from observed gravity values.
 KL0523
 KL0523;                    North         East     Units Scale Factor Converg.
 KL0523;SPC CO C     -   473,903.157   783,979.525   MT  0.99994509   -0 57 15.6
 KL0523;SPC CO C     - 1,554,797.27  2,572,106.16   sFT  0.99994509   -0 57 15.6
 KL0523;UTM  13      - 4,357,204.378   326,525.922   MT  0.99997053   -1 16 36.0
 KL0523
 KL0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0523!SPC CO C     -   0.99967935  x   0.99994509  =   0.99962446
 KL0523!UTM  13      -   0.99967935  x   0.99997053  =   0.99964989
 KL0523
 KL0523                          SUPERSEDED SURVEY CONTROL
 KL0523
 KL0523  ELLIP H (05/14/97) 2044.48   (m)                       GP(       ) 3 2
 KL0523  NAVD 88 (05/14/97) 2058.72   (m)         6754.3    (f) LEVELING    3  
 KL0523  NGVD 29 (??/??/92) 2057.230  (m)         6749.43   (f) ADJ UNCH    2 0
 KL0523
 KL0523.Superseded values are not recommended for survey control.
 KL0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0523.See file dsdata.txt to determine how the superseded data were derived.
 KL0523
 KL0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD2652657204(NAD 83)
 KL0523_MARKER: DB = BENCH MARK DISK
 KL0523_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KL0523_SP_SET: RAIL BRIDGE ABUTEMENT
 KL0523_STAMPING: E 158 1934
 KL0523_MARK LOGO: CGS   
 KL0523_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 KL0523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KL0523+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1995
 KL0523
 KL0523  HISTORY     - Date     Condition        Report By
 KL0523  HISTORY     - 1934     MONUMENTED       CGS
 KL0523  HISTORY     - 19950919 GOOD             CGS
 KL0523
 KL0523                          STATION DESCRIPTION
 KL0523
 KL0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KL0523'8.0 MI NW FROM WOODY CREEK.
 KL0523'8.0 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KL0523'FROM BENCH MARK A 158 AT WOODY CREEK, PITKIN COUNTY, AT THE SIDING AT
 KL0523'WINGS, 228 FEET WEST OF MILEPOST 385, 250 FEET NORTHWEST OF THE CENTER
 KL0523'OF THE CROSSING OF STATE HIGHWAY 82, AT BRIDGE 384 A OVER ROARING
 KL0523'FORK, IN THE EAST ABUTMENT, AND 85 FEET SOUTH OF THE CENTERLINE OF THE
 KL0523'TRACK.  A STANDARD DISK, STAMPED E 158 1934.
 KL0523
 KL0523                          STATION RECOVERY (1995)
 KL0523
 KL0523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1995 (RSC)
 KL0523'THE STATION IS LOCATED ABOUT 2.9 MI (4.7 KM) EAST-SOUTHEAST OF EMMA,
 KL0523'1.8 MI (2.9 KM) SOUTHEAST OF BASALT AND 1.3 MI (2.1 KM) SOUTH OF THE
 KL0523'EAGLE-PITKIN COUNTY LINE, IN THE NORTHEAST 1/4 OF SECTION 20, T 8 S, R
 KL0523'86 W, AT STATE HIGHWAY 82 MILEPOST 24.8.  OWNERSHIP--OLD RAILROAD
 KL0523'RIGHT-OF-WAY TO REACH THE STATION FROM THE BRIDGE OVER THE FRYINGPAN
 KL0523'RIVER JUST BEFORE IT GOES INTO THE ROARING FORK RIVER IN BASALT, GO
 KL0523'SOUTHEAST ON THE OLD STATE HIGHWAY 82 FOR 1.75 MI (2.82 KM) TO THE
 KL0523'CROSSING OF THE RAILROAD TRACKS AND THE HIGHWAY AND THE STATION ON THE
 KL0523'RIGHT.  THE STATION IS A STANDARD DISK SET IN THE SOUTHEAST CORNER OF
 KL0523'THE ABUTEMENT OF A RAILROAD BRIDGE CROSSING THE ROARING FORK RIVER.
 KL0523'IT IS 76.2 M (250.0 FT) WEST-NORTHWEST OF THE CENTER OF THE CROSSING
 KL0523'OF STATE HIGHWAY 82, 69.5 M (228.0 FT) WEST-NORTHWEST OF RAILROAD
 KL0523'MILEPOST 385, 33.0 M (108.3 FT) EAST OF THE CENTER OF THE BRIDGE OVER
 KL0523'ROARING FORK RIVER, 1.85 M (6.07 FT) SOUTH OF THE NEAR RAIL, 0.4 M
 KL0523'(1.3 FT) NORTH OF THE SOUTHERN EDGE OF THE ABUTEMENT, 0.3 M (1.0 FT)
 KL0523'SOUTHWEST OF A WITNESS POST, 0.2 M (0.7 FT) EAST OF THE WEST EDGE OF
 KL0523'THE ABUTEMENT, ABOUT 0.6 M (2.0 FT) BELOW THE NEAR RAIL AND AT BRIDGE
 KL0523'384A OVER THE ROARING FORK RIVER AND THE SIDING AT WINGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0281 ***********************************************************************
 KL0281  DESIGNATION -  E 159
 KL0281  PID         -  KL0281
 KL0281  STATE/COUNTY-  CO/PITKIN
 KL0281  USGS QUAD   -  INDEPENDENCE PASS (1994)
 KL0281
 KL0281                         *CURRENT SURVEY CONTROL
 KL0281  ___________________________________________________________________
 KL0281* NAD 83(1992)-  39 06 29.37623(N)    106 33 51.92180(W)     ADJUSTED  
 KL0281* NAVD 88     -      3687.937  (meters)   12099.51   (feet)  ADJUSTED  
 KL0281  ___________________________________________________________________
 KL0281  X           -  -1,413,667.241 (meters)                     COMP
 KL0281  Y           -  -4,752,829.967 (meters)                     COMP
 KL0281  Z           -   4,003,959.576 (meters)                     COMP
 KL0281  LAPLACE CORR-           3.08  (seconds)                    DEFLEC99
 KL0281  ELLIP HEIGHT-        3674.89  (meters)          (12/03/02) GPS OBS
 KL0281  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 KL0281  DYNAMIC HT  -        3682.616 (meters)   12082.05  (feet)  COMP
 KL0281  MODELED GRAV-     979,048.8   (mgal)                       NAVD 88
 KL0281
 KL0281  HORZ ORDER  -  FIRST
 KL0281  VERT ORDER  -  SECOND    CLASS 0
 KL0281  ELLP ORDER  -  FOURTH    CLASS II
 KL0281
 KL0281.The horizontal coordinates were established by GPS observations
 KL0281.and adjusted by the National Geodetic Survey in May 1997..
 KL0281
 KL0281.The orthometric height was determined by differential leveling
 KL0281.and adjusted by the National Geodetic Survey in June 1991..
 KL0281
 KL0281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KL0281
 KL0281.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0281
 KL0281.The ellipsoidal height was determined by GPS observations
 KL0281.and is referenced to NAD 83.
 KL0281
 KL0281.The geoid height was determined by GEOID03.
 KL0281
 KL0281.The dynamic height is computed by dividing the NAVD 88
 KL0281.geopotential number by the normal gravity value computed on the
 KL0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0281.degrees latitude (g = 980.6199 gals.).
 KL0281
 KL0281.The modeled gravity was interpolated from observed gravity values.
 KL0281
 KL0281;                    North         East     Units Scale Factor Converg.
 KL0281;SPC CO C     -   446,854.912   822,343.270   MT  0.99993592   -0 40 16.8
 KL0281;SPC CO C     - 1,466,056.49  2,697,971.21   sFT  0.99993592   -0 40 16.8
 KL0281;UTM  13      - 4,329,944.325   364,736.907   MT  0.99982528   -0 59 13.1
 KL0281
 KL0281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0281!SPC CO C     -   0.99942376  x   0.99993592  =   0.99935972
 KL0281!UTM  13      -   0.99942376  x   0.99982528  =   0.99924914
 KL0281
 KL0281                          SUPERSEDED SURVEY CONTROL
 KL0281
 KL0281  ELLIP H (05/14/97) 3674.89   (m)                       GP(       ) 3 2
 KL0281  NAVD 88 (05/14/97) 3687.94   (m)        12099.5    (f) LEVELING    3  
 KL0281  NGVD 29 (??/??/92) 3685.884  (m)        12092.77   (f) ADJ UNCH    2 0
 KL0281
 KL0281.Superseded values are not recommended for survey control.
 KL0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0281.See file dsdata.txt to determine how the superseded data were derived.
 KL0281
 KL0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD6473729944(NAD 83)
 KL0281_MARKER: DB = BENCH MARK DISK
 KL0281_SETTING: 80 = SET IN A BOULDER
 KL0281_SP_SET: BOULDER
 KL0281_STAMPING: E 159 1934
 KL0281_MARK LOGO: CGS   
 KL0281_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0281+STABILITY: SURFACE MOTION
 KL0281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KL0281+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1995
 KL0281
 KL0281  HISTORY     - Date     Condition        Report By
 KL0281  HISTORY     - 1934     MONUMENTED       CGS
 KL0281  HISTORY     - 19950823 GOOD             NGS
 KL0281
 KL0281                          STATION DESCRIPTION
 KL0281
 KL0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KL0281'IN INDEPENDENCE PASS.
 KL0281'AT INDEPENDENCE PASS, LAKE COUNTY, AT THE SUMMIT OF THE PASS, 226 FEET
 KL0281'EAST OF THE LAKE-PITKIN COUNTY LINE, 99 FEET SOUTHEAST OF THE
 KL0281'CENTERLINE OF STATE HIGHWAY 82, IN A 9- BY 5-FOOT GRANITE BOULDER, AND
 KL0281'2 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED E 159 1934.
 KL0281
 KL0281                          STATION RECOVERY (1995)
 KL0281
 KL0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 KL0281'THE STATION IS LOCATED ABOUT 15 MI (24.1 KM) EAST-SOUTHEAST OF ASPEN,
 KL0281'10 MI (16.1 KM) WEST-NORTHWEST OF TWIN LAKES, 6.5 MI (10.5 KM)
 KL0281'WEST-SOUTHWEST OF MOUNT ELBERT AND AT THE CONTINENTAL DIVIDE AT THE
 KL0281'TOP OF THE PASS, IN THE NORTHWEST 1/4 OF SECTION 9, T 11 S, R 82 W, AT
 KL0281'STATE HIGHWAY MILEPOST 61.3.  OWNERSHIP--U.  S.  FOREST SERVICE. TO
 KL0281'REACH THE STATION FROM THE POST OFFICE AND STORE IN TWIN LAKES ON
 KL0281'STATE HIGHWAY 82, GO WEST ON STATE HIGHWAY 82 FOR 17.5 MI (28.2 KM) TO
 KL0281'THE STATION ON THE LEFT, AT THE WESTERN END OF THE PARKING LOT FOR
 KL0281'INDEPENDENCE PASS, NEAR THE CONTINENTAL DIVIDE SIGN.  TO REACH THE
 KL0281'STATION FROM THE COURTHOUSE IN ASPEN, GO SOUTHEASTERLY FOR 19.9 MI
 KL0281'(32.0 KM) TO THE TOP OF THE PASS AND THE STATION ON THE RIGHT. THE
 KL0281'STATION IS A STANDARD DISK SET IN A 1.5 M (4.9 FT) BY 3.7 M (12.1 FT)
 KL0281'GRANITE BOULDER PROJECTING ABOUT 40 CM ABOVE THE GROUND. IT IS 27.4 M
 KL0281'(89.9 FT) SOUTH OF THE CENTER LINE OF STATE HIGHWAY 82, 13.0 M (42.7
 KL0281'FT) SOUTH OF THE SOUTHERN END OF A SIGN--INDEPENDENCE PASS, ELEVATION
 KL0281'12,095 FT, CONTINENTAL DIVIDE--, 2.4 M (7.9 FT) SOUTH OF THE NORTHWEST
 KL0281'POST FOR A GUARD RAIL AROUND THE PARKING LOT, 2.2 M (7.2 FT) SOUTHWEST
 KL0281'OF THE SOUTHWESTERN EDGE OF THE PAVEMENT FOR THE PARKING LOT, ABOUT 60
 KL0281'CM LOWER THAN THE HIGHWAY AND ABOUT 30 CM LOWER THAN THE PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0891 ***********************************************************************
 LL0891  DESIGNATION -  E 16
 LL0891  PID         -  LL0891
 LL0891  STATE/COUNTY-  CO/LARIMER
 LL0891  USGS QUAD   -  ESTES PARK (1977)
 LL0891
 LL0891                         *CURRENT SURVEY CONTROL
 LL0891  ___________________________________________________________________
 LL0891* NAD 83(1986)-  40 22 32.     (N)    105 30 35.     (W)     SCALED    
 LL0891* NAVD 88     -      2294.698  (meters)    7528.52   (feet)  ADJUSTED  
 LL0891  ___________________________________________________________________
 LL0891  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 LL0891  DYNAMIC HT  -        2292.328 (meters)    7520.75  (feet)  COMP
 LL0891  MODELED GRAV-     979,509.8   (mgal)                       NAVD 88
 LL0891
 LL0891  VERT ORDER  -  SECOND    CLASS 0
 LL0891
 LL0891.The horizontal coordinates were scaled from a topographic map and have
 LL0891.an estimated accuracy of +/- 6 seconds.
 LL0891
 LL0891.The orthometric height was determined by differential leveling
 LL0891.and adjusted by the National Geodetic Survey in June 1991..
 LL0891
 LL0891.The geoid height was determined by GEOID03.
 LL0891
 LL0891.The dynamic height is computed by dividing the NAVD 88
 LL0891.geopotential number by the normal gravity value computed on the
 LL0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0891.degrees latitude (g = 980.6199 gals.).
 LL0891
 LL0891.The modeled gravity was interpolated from observed gravity values.
 LL0891
 LL0891;                    North         East    Units  Estimated Accuracy
 LL0891;SPC CO N     -   420,520.      913,580.      MT  (+/- 180 meters Scaled)
 LL0891
 LL0891                          SUPERSEDED SURVEY CONTROL
 LL0891
 LL0891  NGVD 29 (??/??/92) 2293.458  (m)         7524.45   (f) ADJ UNCH    2 0
 LL0891
 LL0891.Superseded values are not recommended for survey control.
 LL0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0891.See file dsdata.txt to determine how the superseded data were derived.
 LL0891
 LL0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE567695(NAD 83)
 LL0891_MARKER: DD = SURVEY DISK
 LL0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0891_STAMPING: E 16 1938 7522.712
 LL0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0891+STABILITY: SURFACE MOTION
 LL0891
 LL0891  HISTORY     - Date     Condition        Report By
 LL0891  HISTORY     - 1938     MONUMENTED       BOR
 LL0891  HISTORY     - 1938     GOOD             NGS
 LL0891
 LL0891                          STATION DESCRIPTION
 LL0891
 LL0891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 LL0891'0.6 MI E FROM ESTES PARK.
 LL0891'0.6 MILES EAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE AT
 LL0891'ESTES PARK, LARIMER COUNTY, AT THE JUNCTION OF STATE HIGHWAY 7,
 LL0891'AT THE VERTEX OF U.S.B.R. AREA PROPERTY LINES, 72 FEET EAST OF THE
 LL0891'SHOULDER OF A ROAD AT A ROAD JUNCTION, 38 FEET SOUTH OF THE SOUTH
 LL0891'SHOULDER OF STATE HIGHWAY 66, AND 35 FEET NORTH OF THE NORTH SHOULDER
 LL0891'OF STATE HIGHWAY 7.  A UNITED STATES BUREAU OF RECLAMATION STANDARD
 LL0891'DISK, STAMPED E 16 1938 7522.712
 LL0891'AND SET IN THE TOP OF A CONCRETE POST 0.7 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0245 ***********************************************************************
 JL0245  DESIGNATION -  E 160
 JL0245  PID         -  JL0245
 JL0245  STATE/COUNTY-  CO/GUNNISON
 JL0245  USGS QUAD   -  ALMONT (1964)
 JL0245
 JL0245                         *CURRENT SURVEY CONTROL
 JL0245  ___________________________________________________________________
 JL0245* NAD 83(1986)-  38 39 51.     (N)    106 50 46.     (W)     SCALED    
 JL0245* NAVD 88     -      2445.693  (meters)    8023.91   (feet)  ADJUSTED  
 JL0245  ___________________________________________________________________
 JL0245  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 JL0245  DYNAMIC HT  -        2442.540 (meters)    8013.57  (feet)  COMP
 JL0245  MODELED GRAV-     979,252.1   (mgal)                       NAVD 88
 JL0245
 JL0245  VERT ORDER  -  SECOND    CLASS 0
 JL0245
 JL0245.The horizontal coordinates were scaled from a topographic map and have
 JL0245.an estimated accuracy of +/- 6 seconds.
 JL0245
 JL0245.The orthometric height was determined by differential leveling
 JL0245.and adjusted by the National Geodetic Survey in June 1991..
 JL0245
 JL0245.The geoid height was determined by GEOID03.
 JL0245
 JL0245.The dynamic height is computed by dividing the NAVD 88
 JL0245.geopotential number by the normal gravity value computed on the
 JL0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0245.degrees latitude (g = 980.6199 gals.).
 JL0245
 JL0245.The modeled gravity was interpolated from observed gravity values.
 JL0245
 JL0245;                    North         East    Units  Estimated Accuracy
 JL0245;SPC CO C     -   397,900.      797,250.      MT  (+/- 180 meters Scaled)
 JL0245
 JL0245                          SUPERSEDED SURVEY CONTROL
 JL0245
 JL0245  NGVD 29 (??/??/92) 2443.976  (m)         8018.28   (f) ADJ UNCH    2 0
 JL0245
 JL0245.Superseded values are not recommended for survey control.
 JL0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0245.See file dsdata.txt to determine how the superseded data were derived.
 JL0245
 JL0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC393811(NAD 83)
 JL0245_MARKER: DB = BENCH MARK DISK
 JL0245_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JL0245_SP_SET: ABUTMENT
 JL0245_STAMPING: E 160 1934
 JL0245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0245
 JL0245  HISTORY     - Date     Condition        Report By
 JL0245  HISTORY     - 1934     MONUMENTED       CGS
 JL0245  HISTORY     - 1938     GOOD             NGS
 JL0245  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0245
 JL0245                          STATION DESCRIPTION
 JL0245
 JL0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JL0245'IN ALMONT.
 JL0245'AT ALMONT, ON THE DENVER AND RIO GRANDE WESTERN RAILROAD, 156 FEET
 JL0245'SOUTHEAST OF THE SOUTHEAST END OF THE STATION, AT A STEEL BRIDGE OVER
 JL0245'TAYLOR RIVER, IN THE TOP OF THE NORTHWEST ABUTMENT, 10.6 FEET
 JL0245'NORTHEAST OF THE CENTERLINE OF THE TRACK, AND ABOUT 6 FEET LOWER THAN
 JL0245'THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED E 160 1934.
 JL0245
 JL0245                          STATION RECOVERY (1984)
 JL0245
 JL0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0090 ***********************************************************************
 HL0090  DESIGNATION -  E 162
 HL0090  PID         -  HL0090
 HL0090  STATE/COUNTY-  CO/MINERAL
 HL0090  USGS QUAD   -  SADDLE MOUNTAIN (1984)
 HL0090
 HL0090                         *CURRENT SURVEY CONTROL
 HL0090  ___________________________________________________________________
 HL0090* NAD 83(1986)-  37 26 58.     (N)    106 53 18.     (W)     SCALED    
 HL0090* NAVD 88     -      2631.749  (meters)    8634.33   (feet)  ADJUSTED  
 HL0090  ___________________________________________________________________
 HL0090  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 HL0090  DYNAMIC HT  -        2628.005 (meters)    8622.05  (feet)  COMP
 HL0090  MODELED GRAV-     979,113.4   (mgal)                       NAVD 88
 HL0090
 HL0090  VERT ORDER  -  SECOND    CLASS 0
 HL0090
 HL0090.The horizontal coordinates were scaled from a topographic map and have
 HL0090.an estimated accuracy of +/- 6 seconds.
 HL0090
 HL0090.The orthometric height was determined by differential leveling
 HL0090.and adjusted by the National Geodetic Survey in June 1991..
 HL0090
 HL0090.The geoid height was determined by GEOID03.
 HL0090
 HL0090.The dynamic height is computed by dividing the NAVD 88
 HL0090.geopotential number by the normal gravity value computed on the
 HL0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0090.degrees latitude (g = 980.6199 gals.).
 HL0090
 HL0090.The modeled gravity was interpolated from observed gravity values.
 HL0090
 HL0090;                    North         East    Units  Estimated Accuracy
 HL0090;SPC CO S     -   392,590.      791,560.      MT  (+/- 180 meters Scaled)
 HL0090
 HL0090                          SUPERSEDED SURVEY CONTROL
 HL0090
 HL0090  NGVD 29 (??/??/92) 2630.130  (m)         8629.02   (f) ADJ UNCH    2 0
 HL0090
 HL0090.Superseded values are not recommended for survey control.
 HL0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0090.See file dsdata.txt to determine how the superseded data were derived.
 HL0090
 HL0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB329464(NAD 83)
 HL0090_MARKER: DB = BENCH MARK DISK
 HL0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0090_STAMPING: E 162 1934
 HL0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0090+STABILITY: SURFACE MOTION
 HL0090
 HL0090  HISTORY     - Date     Condition        Report By
 HL0090  HISTORY     - 1934     MONUMENTED       CGS
 HL0090  HISTORY     - 1962     MARK NOT FOUND   NGS
 HL0090
 HL0090                          STATION DESCRIPTION
 HL0090
 HL0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0090'18.9 MI NE FROM PAGOSA SPRINGS.
 HL0090'IN MINERAL COUNTY, ABOUT 18.9 MILES NORTHEAST ALONG U.S. HIGHWAY 160
 HL0090'FROM PAGOSA SPRINGS, ARCHULETA COUNTY, ON THE SLOPE OF A HILL, ON THE
 HL0090'OUTSIDE OF A HAIRPIN CURVE, 33.5 FEET SOUTHWEST OF A FIRE PRECAUTION
 HL0090'SIGN OF THE UNITED STATES FOREST SERVICE, 36.4 FEET SOUTH OF THE
 HL0090'CENTER LINE OF THE HIGHWAY, AND 8.5 FEET EAST OF A 25-INCH SPRUCE
 HL0090'TREE.  A STANDARD DISK, STAMPED E 162 1934 AND SET IN THE TOP OF A
 HL0090'CONCRETE POST.
 HL0090
 HL0090                          STATION RECOVERY (1962)
 HL0090
 HL0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HL0090'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0001 ***********************************************************************
 HL0001  DESIGNATION -  E 163
 HL0001  PID         -  HL0001
 HL0001  STATE/COUNTY-  CO/ALAMOSA
 HL0001  USGS QUAD   -  HOMELAKE (1966)
 HL0001
 HL0001                         *CURRENT SURVEY CONTROL
 HL0001  ___________________________________________________________________
 HL0001* NAD 83(1986)-  37 31 42.     (N)    106 01 17.     (W)     SCALED    
 HL0001* NAVD 88     -      2317.045  (meters)    7601.84   (feet)  POSTED    
 HL0001  ___________________________________________________________________
 HL0001  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 HL0001  DYNAMIC HT  -        2314.010 (meters)    7591.88  (feet)  COMP
 HL0001  MODELED GRAV-     979,235.0   (mgal)                       NAVD 88
 HL0001
 HL0001  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 HL0001
 HL0001.The horizontal coordinates were scaled from a topographic map and have
 HL0001.an estimated accuracy of +/- 6 seconds.
 HL0001
 HL0001.The orthometric height was determined by differential leveling
 HL0001.and adjusted by the National Geodetic Survey in 1992..
 HL0001.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 HL0001.rate of 4.1 thru 8.0 mm/km.
 HL0001
 HL0001.The geoid height was determined by GEOID03.
 HL0001
 HL0001.The dynamic height is computed by dividing the NAVD 88
 HL0001.geopotential number by the normal gravity value computed on the
 HL0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0001.degrees latitude (g = 980.6199 gals.).
 HL0001
 HL0001.The modeled gravity was interpolated from observed gravity values.
 HL0001
 HL0001;                    North         East    Units  Estimated Accuracy
 HL0001;SPC CO S     -   400,560.      868,320.      MT  (+/- 180 meters Scaled)
 HL0001
 HL0001                          SUPERSEDED SURVEY CONTROL
 HL0001
 HL0001  NGVD 29 (??/??/92) 2315.775  (m)         7597.67   (f) ADJ UNCH    2 0
 HL0001
 HL0001.Superseded values are not recommended for survey control.
 HL0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0001.See file dsdata.txt to determine how the superseded data were derived.
 HL0001
 HL0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB097539(NAD 83)
 HL0001_MARKER: DB = BENCH MARK DISK
 HL0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0001_STAMPING: E 163 1934
 HL0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0001+STABILITY: SURFACE MOTION
 HL0001
 HL0001  HISTORY     - Date     Condition        Report By
 HL0001  HISTORY     - 1934     MONUMENTED       CGS
 HL0001  HISTORY     - 1938     GOOD             NGS
 HL0001
 HL0001                          STATION DESCRIPTION
 HL0001
 HL0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HL0001'7.7 MI E FROM MONTE VISTA.
 HL0001'IN ALAMOSA COUNTY, 7.7 MILES EAST ALONG THE DENVER AND RIO GRANDE
 HL0001'WESTERN RAILROAD FROM MONTE VISTA, RIO GRANDE COUNTY, 0.3 MILE WEST OF
 HL0001'MILEPOST 261, 0.3 MILE EAST OF A RED BARN, 0.2 MILE SOUTHWEST OF THE
 HL0001'DOW CARRELL RANCH HOUSE, 0.1 MILE SOUTHEAST OF A YARD-LIMIT SIGN, 120
 HL0001'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 160, 7 FEET NORTH OF A
 HL0001'POLE, 45 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND 4 FEET NORTH
 HL0001'OF A FENCE PARALLELING THE TRACK.  A STANDARD DISK, STAMPED E 163 1935
 HL0001'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1179 ***********************************************************************
 KK1179  DESIGNATION -  E 164 RESET
 KK1179  PID         -  KK1179
 KK1179  STATE/COUNTY-  CO/GILPIN
 KK1179  USGS QUAD   -  CENTRAL CITY (1972)
 KK1179
 KK1179                         *CURRENT SURVEY CONTROL
 KK1179  ___________________________________________________________________
 KK1179* NAD 83(1986)-  39 49 58.     (N)    105 30 55.     (W)     SCALED    
 KK1179* NAVD 88     -      2704.39   (meters)    8872.7    (feet)  RESET     
 KK1179  ___________________________________________________________________
 KK1179  GEOID HEIGHT-         -13.24  (meters)                     GEOID03
 KK1179
 KK1179  VERT ORDER  -  THIRD
 KK1179
 KK1179.The horizontal coordinates were scaled from a topographic map and have
 KK1179.an estimated accuracy of +/- 6 seconds.
 KK1179
 KK1179.The orthometric height was computed from unverified reset data.
 KK1179.No vertical observational check was made to the station.
 KK1179
 KK1179.The geoid height was determined by GEOID03.
 KK1179
 KK1179;                    North         East    Units  Estimated Accuracy
 KK1179;SPC CO N     -   360,250.      913,090.      MT  (+/- 180 meters Scaled)
 KK1179
 KK1179                          SUPERSEDED SURVEY CONTROL
 KK1179
 KK1179  NGVD 29 (??/??/??) 2702.97   (m)         8868.0    (f) RESET       3  
 KK1179
 KK1179.Superseded values are not recommended for survey control.
 KK1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1179.See file dsdata.txt to determine how the superseded data were derived.
 KK1179
 KK1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE559093(NAD 83)
 KK1179_MARKER: DB = BENCH MARK DISK
 KK1179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK1179_SP_SET: CULVERT
 KK1179_STAMPING: E 164 RESET 1937
 KK1179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1179
 KK1179  HISTORY     - Date     Condition        Report By
 KK1179  HISTORY     - 1937     MONUMENTED       BPR
 KK1179  HISTORY     - 1937     GOOD             NGS
 KK1179  HISTORY     - 20020924 MARK NOT FOUND   USPSQD
 KK1179
 KK1179                          STATION DESCRIPTION
 KK1179
 KK1179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 KK1179'3.5 MI N FROM BLACKHAWK.
 KK1179'3.5 MILES NORTH ALONG STATE HIGHWAY 119 FROM BLACKHAWK, GILPIN
 KK1179'COUNTY, IN THE SW 1/4, SEC. 36, T. 2 S., R 73 W., AT HIGHWAY
 KK1179'STATION 213+65, FOREST HIGHWAY PROJECT COLO. 29 E, 500 FEET
 KK1179'NORTH OF THE EASTERNMOST ONE OF MISSOURI LAKES, 225 FEET WEST OF
 KK1179'THE WEST CORNER OF THE SNYDER RANCH HOUSE, AT A 5 BY 7 FOOT CONCRETE
 KK1179'BOX CULVERT, AND IN THE TOP OF THE UPPER HEADWALL.  A STANDARD
 KK1179'DISK, STAMPED E 164 RESET 1937.
 KK1179
 KK1179                          STATION RECOVERY (2002)
 KK1179
 KK1179'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 KK1179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0617 ***********************************************************************
 KK0617  DESIGNATION -  E 165
 KK0617  PID         -  KK0617
 KK0617  STATE/COUNTY-  CO/JEFFERSON
 KK0617  USGS QUAD   -  ELDORADO SPRINGS (1994)
 KK0617
 KK0617                         *CURRENT SURVEY CONTROL
 KK0617  ___________________________________________________________________
 KK0617* NAD 83(1986)-  39 53 36.     (N)    105 16 35.     (W)     SCALED    
 KK0617* NAVD 88     -      2072.686  (meters)    6800.14   (feet)  ADJUSTED  
 KK0617  ___________________________________________________________________
 KK0617  GEOID HEIGHT-         -15.31  (meters)                     GEOID03
 KK0617  DYNAMIC HT  -        2070.537 (meters)    6793.09  (feet)  COMP
 KK0617  MODELED GRAV-     979,515.6   (mgal)                       NAVD 88
 KK0617
 KK0617  VERT ORDER  -  SECOND    CLASS 0
 KK0617
 KK0617.The horizontal coordinates were scaled from a topographic map and have
 KK0617.an estimated accuracy of +/- 6 seconds.
 KK0617
 KK0617.The orthometric height was determined by differential leveling
 KK0617.and adjusted by the National Geodetic Survey in June 1991..
 KK0617
 KK0617.The geoid height was determined by GEOID03.
 KK0617
 KK0617.The dynamic height is computed by dividing the NAVD 88
 KK0617.geopotential number by the normal gravity value computed on the
 KK0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0617.degrees latitude (g = 980.6199 gals.).
 KK0617
 KK0617.The modeled gravity was interpolated from observed gravity values.
 KK0617
 KK0617;                    North         East    Units  Estimated Accuracy
 KK0617;SPC CO C     -   533,510.      933,530.      MT  (+/- 180 meters Scaled)
 KK0617
 KK0617                          SUPERSEDED SURVEY CONTROL
 KK0617
 KK0617  NGVD 29 (??/??/92) 2071.467  (m)         6796.14   (f) ADJ UNCH    2 0
 KK0617
 KK0617.Superseded values are not recommended for survey control.
 KK0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0617.See file dsdata.txt to determine how the superseded data were derived.
 KK0617
 KK0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE763159(NAD 83)
 KK0617_MARKER: DB = BENCH MARK DISK
 KK0617_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0617_SP_SET: WATER TANK FOOTING
 KK0617_STAMPING: E 165 1934
 KK0617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0617
 KK0617  HISTORY     - Date     Condition        Report By
 KK0617  HISTORY     - 1934     MONUMENTED       CGS
 KK0617  HISTORY     - 1940     GOOD             NGS
 KK0617  HISTORY     - 1982     GOOD             NGS
 KK0617  HISTORY     - 20050321 MARK NOT FOUND   INDIV
 KK0617
 KK0617                          STATION DESCRIPTION
 KK0617
 KK0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0617'12.4 MI SE FROM PINE CLIFF.
 KK0617'IN JEFFERSON COUNTY, 12.4 MILES SOUTHEAST ALONG THE DENVER AND
 KK0617'SALT LAKE RAILWAY FROM THE STATION AT PINE CLIFF, BOULDER COUNTY,
 KK0617'50 FEET NORTHWEST OF THE STATION AT PLAINVIEW, 14 FEET NORTHWEST OF
 KK0617'THE WEST CORNER OF SECTION HOUSE 8, 6 FEET SOUTHEAST OF A STONEWALL
 KK0617'CORNER, AT AN ABANDONED WATER TANK, IN THE TOP OF THE WEST ONE OF
 KK0617'TWO CONCRETE FOOTINGS, 33 FEET SOUTHWEST OF THE CENTERLINE OF THE
 KK0617'MAIN TRACK, AND 1.5 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED
 KK0617'E 165 1934.
 KK0617
 KK0617                          STATION RECOVERY (1940)
 KK0617
 KK0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 KK0617'RECOVERED IN GOOD CONDITION.
 KK0617
 KK0617                          STATION RECOVERY (1982)
 KK0617
 KK0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0617'AT PLAINVIEW, ABOUT 200 FT. NORTH OF THE CROSSING, 83 FT. NORTH OF
 KK0617'THE NORTHWEST CORNER OF A SILVER MAINTENANCE BUILDING, 33 FT. WEST OF
 KK0617'THE CENTERLINE OF THE WEST TRACK IN THE NORTHWEST-MOST OF 9,2 FT.
 KK0617'SQUARE CONCRETE FOOTINGS, 2 FT. SOUTH OF SOUTH RAIL OF A SET-OFF.
 KK0617
 KK0617                          STATION RECOVERY (2005)
 KK0617
 KK0617'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JSV)
 KK0617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0127 ***********************************************************************
 HM0127  DESIGNATION -  E 166
 HM0127  PID         -  HM0127
 HM0127  STATE/COUNTY-  CO/MONTEZUMA
 HM0127  USGS QUAD   -  YELLOW JACKET (1979)
 HM0127
 HM0127                         *CURRENT SURVEY CONTROL
 HM0127  ___________________________________________________________________
 HM0127* NAD 83(1986)-  37 32 53.     (N)    108 43 09.     (W)     SCALED    
 HM0127* NAVD 88     -      2113.591  (meters)    6934.34   (feet)  ADJUSTED  
 HM0127  ___________________________________________________________________
 HM0127  GEOID HEIGHT-         -19.32  (meters)                     GEOID03
 HM0127  DYNAMIC HT  -        2110.946 (meters)    6925.66  (feet)  COMP
 HM0127  MODELED GRAV-     979,303.0   (mgal)                       NAVD 88
 HM0127
 HM0127  VERT ORDER  -  SECOND    CLASS 0
 HM0127
 HM0127.The horizontal coordinates were scaled from a topographic map and have
 HM0127.an estimated accuracy of +/- 6 seconds.
 HM0127
 HM0127.The orthometric height was determined by differential leveling
 HM0127.and adjusted by the National Geodetic Survey in June 1991..
 HM0127
 HM0127.The geoid height was determined by GEOID03.
 HM0127
 HM0127.The dynamic height is computed by dividing the NAVD 88
 HM0127.geopotential number by the normal gravity value computed on the
 HM0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0127.degrees latitude (g = 980.6199 gals.).
 HM0127
 HM0127.The modeled gravity was interpolated from observed gravity values.
 HM0127
 HM0127;                    North         East    Units  Estimated Accuracy
 HM0127;SPC CO S     -   407,520.      630,000.      MT  (+/- 180 meters Scaled)
 HM0127
 HM0127                          SUPERSEDED SURVEY CONTROL
 HM0127
 HM0127  NGVD 29 (??/??/92) 2112.410  (m)         6930.47   (f) ADJ UNCH    2 0
 HM0127
 HM0127.Superseded values are not recommended for survey control.
 HM0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0127.See file dsdata.txt to determine how the superseded data were derived.
 HM0127
 HM0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG014581(NAD 83)
 HM0127_MARKER: DB = BENCH MARK DISK
 HM0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0127_STAMPING: E-166 1934
 HM0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0127+STABILITY: SURFACE MOTION
 HM0127
 HM0127  HISTORY     - Date     Condition        Report By
 HM0127  HISTORY     - 1934     MONUMENTED       CGS
 HM0127
 HM0127                          STATION DESCRIPTION
 HM0127
 HM0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0127'3.5 MI SE FROM ACKMEN.
 HM0127'3.5 MILES SOUTHEAST OF, ALONG U.S. HWY. 160 FROM ACKMEN PUB. SCH.
 HM0127'ABOUT 1.4 MILES NORTH OF YELLOW JACKET POST OFFICE.  270 FEET
 HM0127'NORTHEAST OF NORTHEAST CORNER OF STATE HWY. DEPARTMENT SHED.  180 FEET
 HM0127'NORTH OF INTERSECTION OF U.S. HWY. 160 WITH DIRT ROAD, LEADING TO
 HM0127'STATE HWY.DEPT.SHED.  25 FEET EAST OF CENTERLINE OF U.S. HWY. 160. 2.8
 HM0127'FEET NORTH OF TELEPHONE POLE.  2.2 FEET WEST OF FENCE LINE. TABLET SET
 HM0127'IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0945 ***********************************************************************
 KK0945  DESIGNATION -  E 167
 KK0945  PID         -  KK0945
 KK0945  STATE/COUNTY-  CO/PARK
 KK0945  USGS QUAD   -  OBSERVATORY ROCK (1979)
 KK0945
 KK0945                         *CURRENT SURVEY CONTROL
 KK0945  ___________________________________________________________________
 KK0945* NAD 83(1986)-  39 17 13.     (N)    105 41 44.     (W)     SCALED    
 KK0945* NAVD 88     -      2750.839  (meters)    9025.04   (feet)  ADJUSTED  
 KK0945  ___________________________________________________________________
 KK0945  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 KK0945  DYNAMIC HT  -        2747.477 (meters)    9014.01  (feet)  COMP
 KK0945  MODELED GRAV-     979,304.7   (mgal)                       NAVD 88
 KK0945
 KK0945  VERT ORDER  -  SECOND    CLASS 0
 KK0945
 KK0945.The horizontal coordinates were scaled from a topographic map and have
 KK0945.an estimated accuracy of +/- 6 seconds.
 KK0945
 KK0945.The orthometric height was determined by differential leveling
 KK0945.and adjusted by the National Geodetic Survey in June 1991..
 KK0945
 KK0945.The geoid height was determined by GEOID03.
 KK0945
 KK0945.The dynamic height is computed by dividing the NAVD 88
 KK0945.geopotential number by the normal gravity value computed on the
 KK0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0945.degrees latitude (g = 980.6199 gals.).
 KK0945
 KK0945.The modeled gravity was interpolated from observed gravity values.
 KK0945
 KK0945;                    North         East    Units  Estimated Accuracy
 KK0945;SPC CO C     -   466,180.      897,530.      MT  (+/- 180 meters Scaled)
 KK0945
 KK0945                          SUPERSEDED SURVEY CONTROL
 KK0945
 KK0945  NGVD 29 (??/??/92) 2749.350  (m)         9020.16   (f) ADJ UNCH    2 0
 KK0945
 KK0945.Superseded values are not recommended for survey control.
 KK0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0945.See file dsdata.txt to determine how the superseded data were derived.
 KK0945
 KK0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD400488(NAD 83)
 KK0945_MARKER: DB = BENCH MARK DISK
 KK0945_SETTING: 80 = SET IN A BOULDER
 KK0945_STAMPING: E 167 1934
 KK0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0945+STABILITY: SURFACE MOTION
 KK0945
 KK0945  HISTORY     - Date     Condition        Report By
 KK0945  HISTORY     - 1934     MONUMENTED       CGS
 KK0945
 KK0945                          STATION DESCRIPTION
 KK0945
 KK0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0945'10 MI SE FROM JEFFERSON.
 KK0945'10.0 MILES SOUTHEAST ALONG STATE HIGHWAY 77 FROM THE GRAMMAR SCHOOL
 KK0945'AT JEFFERSON, PARK COUNTY, ON A CURVE AROUND THE SOUTH SIDE OF A
 KK0945'LARGE GRANITE OUTCROP, 53 FEET NORTH OF THE SOUTH BANK OF TARRYALL
 KK0945'RIVER, 28 FEET SOUTHEAST OF A POLE, 18 FEET SOUTHWEST OF THE
 KK0945'CENTERLINE OF THE HIGHWAY, IN THE NORTHWEST SIDE OF A 10-FOOT GRANITE
 KK0945'BOULDER, AND 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 KK0945'STAMPED E 167 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0122 ***********************************************************************
 HL0122  DESIGNATION -  E 168
 HL0122  PID         -  HL0122
 HL0122  STATE/COUNTY-  CO/MINERAL
 HL0122  USGS QUAD   -  CREEDE (1986)
 HL0122
 HL0122                         *CURRENT SURVEY CONTROL
 HL0122  ___________________________________________________________________
 HL0122* NAD 83(1986)-  37 51 10.     (N)    106 55 37.     (W)     SCALED    
 HL0122* NAVD 88     -      2695.416  (meters)    8843.21   (feet)  ADJUSTED  
 HL0122  ___________________________________________________________________
 HL0122  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 HL0122  DYNAMIC HT  -        2691.634 (meters)    8830.80  (feet)  COMP
 HL0122  MODELED GRAV-     979,129.5   (mgal)                       NAVD 88
 HL0122
 HL0122  VERT ORDER  -  SECOND    CLASS 0
 HL0122
 HL0122.The horizontal coordinates were scaled from a topographic map and have
 HL0122.an estimated accuracy of +/- 6 seconds.
 HL0122
 HL0122.The orthometric height was determined by differential leveling
 HL0122.and adjusted by the National Geodetic Survey in June 1991..
 HL0122
 HL0122.The geoid height was determined by GEOID03.
 HL0122
 HL0122.The dynamic height is computed by dividing the NAVD 88
 HL0122.geopotential number by the normal gravity value computed on the
 HL0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0122.degrees latitude (g = 980.6199 gals.).
 HL0122
 HL0122.The modeled gravity was interpolated from observed gravity values.
 HL0122
 HL0122;                    North         East    Units  Estimated Accuracy
 HL0122;SPC CO S     -   437,400.      788,830.      MT  (+/- 180 meters Scaled)
 HL0122
 HL0122                          SUPERSEDED SURVEY CONTROL
 HL0122
 HL0122  NGVD 29 (??/??/92) 2693.731  (m)         8837.68   (f) ADJ UNCH    2 0
 HL0122
 HL0122.Superseded values are not recommended for survey control.
 HL0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0122.See file dsdata.txt to determine how the superseded data were derived.
 HL0122
 HL0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB304912(NAD 83)
 HL0122_MARKER: DB = BENCH MARK DISK
 HL0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0122_STAMPING: E 168 1934
 HL0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0122+STABILITY: SURFACE MOTION
 HL0122
 HL0122  HISTORY     - Date     Condition        Report By
 HL0122  HISTORY     - 1934     MONUMENTED       CGS
 HL0122  HISTORY     - 1949     GOOD             NGS
 HL0122
 HL0122                          STATION DESCRIPTION
 HL0122
 HL0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0122'IN CREEDE.
 HL0122'AT CREEDE, MINERAL COUNTY, 84 FEET EAST OF THE EAST CORNER OF THE
 HL0122'DENVER AND RIO GRANDE WESTERN RAILROAD STATION, 13 FEET SOUTHWEST OF
 HL0122'THE SOUTHEAST END OF THE ENTRANCE TO A PARK, 9 FEET SOUTHEAST OF THE
 HL0122'WEST CORNER POST OF THE PARK FENCE, 101 FEET NORTHEAST OF THE MAIN
 HL0122'TRACK, AND 2 FEET NORTHEAST OF A FENCE PARALLELING THE TRACK.  A
 HL0122'STANDARD DISK, STAMPED E 168 1934 AND SET IN THE TOP OF A CONCRETE
 HL0122'POST.
 HL0122
 HL0122                          STATION RECOVERY (1949)
 HL0122
 HL0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 HL0122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0317 ***********************************************************************
 HL0317  DESIGNATION -  E 169
 HL0317  PID         -  HL0317
 HL0317  STATE/COUNTY-  CO/HINSDALE
 HL0317  USGS QUAD   -  SLUMGULLION PASS (1986)
 HL0317
 HL0317                         *CURRENT SURVEY CONTROL
 HL0317  ___________________________________________________________________
 HL0317* NAD 83(1986)-  37 59 09.     (N)    107 13 26.     (W)     SCALED    
 HL0317* NAVD 88     -      3455.765  (meters)   11337.79   (feet)  ADJUSTED  
 HL0317  ___________________________________________________________________
 HL0317  GEOID HEIGHT-         -15.05  (meters)                     GEOID03
 HL0317  DYNAMIC HT  -        3450.543 (meters)   11320.66  (feet)  COMP
 HL0317  MODELED GRAV-     978,991.5   (mgal)                       NAVD 88
 HL0317
 HL0317  VERT ORDER  -  SECOND    CLASS 0
 HL0317
 HL0317.The horizontal coordinates were scaled from a topographic map and have
 HL0317.an estimated accuracy of +/- 6 seconds.
 HL0317
 HL0317.The orthometric height was determined by differential leveling
 HL0317.and adjusted by the National Geodetic Survey in June 1991..
 HL0317
 HL0317.The geoid height was determined by GEOID03.
 HL0317
 HL0317.The dynamic height is computed by dividing the NAVD 88
 HL0317.geopotential number by the normal gravity value computed on the
 HL0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0317.degrees latitude (g = 980.6199 gals.).
 HL0317
 HL0317.The modeled gravity was interpolated from observed gravity values.
 HL0317
 HL0317;                    North         East    Units  Estimated Accuracy
 HL0317;SPC CO S     -   452,610.      762,980.      MT  (+/- 180 meters Scaled)
 HL0317
 HL0317                          SUPERSEDED SURVEY CONTROL
 HL0317
 HL0317.No superseded survey control is available for this station.
 HL0317
 HL0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC046065(NAD 83)
 HL0317_MARKER: DB = BENCH MARK DISK
 HL0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0317_SP_SET: CONCRETE POST
 HL0317_STAMPING: E 169 1934
 HL0317_MARK LOGO: CGS   
 HL0317_MAGNETIC: N = NO MAGNETIC MATERIAL
 HL0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0317+STABILITY: SURFACE MOTION
 HL0317
 HL0317  HISTORY     - Date     Condition        Report By
 HL0317  HISTORY     - 1934     MONUMENTED       CGS
 HL0317  HISTORY     - 19900824 GOOD             USGS
 HL0317
 HL0317                          STATION DESCRIPTION
 HL0317
 HL0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0317'10.5 MI SE FROM LAKE CITY.
 HL0317'10.5 MILES SOUTHEAST ALONG STATE HIGHWAY 149 FROM THE DENVER AND RIO
 HL0317'GRANDE WESTERN RAILROAD (NOW ABANDONED) STATION AT LAKE CITY, HINSDALE
 HL0317'COUNTY, AT THE SUMMIT OF SLUMGULION PASS, 175 FEET SOUTHWEST OF A
 HL0317'SMALL SPRING, 66 FEET NORTH OF A SMALL TRAIL LEADING NORTHEAST FROM
 HL0317'THE HIGHWAY, 38 FEET NORTHEAST OF A SLUMGULION PASS MARKER, 61 FEET
 HL0317'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 11 FEET SOUTHEAST OF A
 HL0317'SMALL SILVER-TIP FIR TREE.  A STANDARD DISK, STAMPED E 169 1934 AND
 HL0317'SET IN THE TOP OF A CONCRETE POST.
 HL0317
 HL0317                          STATION RECOVERY (1990)
 HL0317
 HL0317'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 HL0317'NOTE--MARK IS NOW IN THE SLUMGULLION PASS CAMPGROUND, BEHIND THE
 HL0317'CAMPGROUND PAY STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0892 ***********************************************************************
 LL0892  DESIGNATION -  E 17
 LL0892  PID         -  LL0892
 LL0892  STATE/COUNTY-  CO/LARIMER
 LL0892  USGS QUAD   -  ESTES PARK (1977)
 LL0892
 LL0892                         *CURRENT SURVEY CONTROL
 LL0892  ___________________________________________________________________
 LL0892* NAD 83(1986)-  40 22 37.     (N)    105 30 37.     (W)     SCALED    
 LL0892* NAVD 88     -      2288.396  (meters)    7507.85   (feet)  ADJUSTED  
 LL0892  ___________________________________________________________________
 LL0892  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 LL0892  DYNAMIC HT  -        2286.031 (meters)    7500.09  (feet)  COMP
 LL0892  MODELED GRAV-     979,509.4   (mgal)                       NAVD 88
 LL0892
 LL0892  VERT ORDER  -  SECOND    CLASS 0
 LL0892
 LL0892.The horizontal coordinates were scaled from a topographic map and have
 LL0892.an estimated accuracy of +/- 6 seconds.
 LL0892
 LL0892.The orthometric height was determined by differential leveling
 LL0892.and adjusted by the National Geodetic Survey in June 1991..
 LL0892
 LL0892.The geoid height was determined by GEOID03.
 LL0892
 LL0892.The dynamic height is computed by dividing the NAVD 88
 LL0892.geopotential number by the normal gravity value computed on the
 LL0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0892.degrees latitude (g = 980.6199 gals.).
 LL0892
 LL0892.The modeled gravity was interpolated from observed gravity values.
 LL0892
 LL0892;                    North         East    Units  Estimated Accuracy
 LL0892;SPC CO N     -   420,670.      913,530.      MT  (+/- 180 meters Scaled)
 LL0892
 LL0892                          SUPERSEDED SURVEY CONTROL
 LL0892
 LL0892  NGVD 29 (??/??/92) 2287.114  (m)         7503.64   (f) ADJ UNCH    2 0
 LL0892
 LL0892.Superseded values are not recommended for survey control.
 LL0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0892.See file dsdata.txt to determine how the superseded data were derived.
 LL0892
 LL0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE566697(NAD 83)
 LL0892_MARKER: DD = SURVEY DISK
 LL0892_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0892_SP_SET: CONCRETE PLATFORM
 LL0892_STAMPING: 7502.006
 LL0892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0892_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LL0892+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2006
 LL0892
 LL0892  HISTORY     - Date     Condition        Report By
 LL0892  HISTORY     - UNK      MONUMENTED       BOR
 LL0892  HISTORY     - 1951     GOOD             NGS
 LL0892  HISTORY     - 19990701 GOOD             NGS
 LL0892  HISTORY     - 20060614 GOOD             USPSQD
 LL0892
 LL0892                          STATION DESCRIPTION
 LL0892
 LL0892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LL0892'AT ESTES PARK.
 LL0892'AT ESTES PARK, 0.5 MILE EAST OF THE POST OFFICE AT THE BUREAU OF
 LL0892'RECLAMATION WAREHOUSE, 300 FEET NORTHWEST OF THE INTERSECTION OF
 LL0892'STATE HIGHWAYS 7 AND 66, 24 FEET NORTHEAST OF THE SOUTH CORNER
 LL0892'OF THE WAREHOUSE, 3.3 FEET SOUTHEAST OF THE WALL OF THE BUILDING,
 LL0892'4 FEET ABOVE THE GROUND, SET IN THE TOP OF THE NORTHEAST END OF THE
 LL0892'CONCRETE PLATFORM.
 LL0892
 LL0892                          STATION RECOVERY (1999)
 LL0892
 LL0892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 LL0892'RECOVERED IN GOOD CONDITION.
 LL0892
 LL0892                          STATION RECOVERY (2006)
 LL0892
 LL0892'RECOVERY NOTE BY US POWER SQUADRON 2006 (CAL)
 LL0892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0231 ***********************************************************************
 LK0231  DESIGNATION -  E 17
 LK0231  PID         -  LK0231
 LK0231  STATE/COUNTY-  CO/MORGAN
 LK0231  USGS QUAD   -  MESSEX (1984)
 LK0231
 LK0231                         *CURRENT SURVEY CONTROL
 LK0231  ___________________________________________________________________
 LK0231* NAD 83(1986)-  40 23 13.     (N)    103 29 33.     (W)     SCALED    
 LK0231* NAVD 88     -      1254.530  (meters)    4115.90   (feet)  POSTED    
 LK0231  ___________________________________________________________________
 LK0231  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 LK0231  DYNAMIC HT  -        1253.560 (meters)    4112.72  (feet)  COMP
 LK0231  MODELED GRAV-     979,809.1   (mgal)                       NAVD 88
 LK0231
 LK0231  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LK0231
 LK0231.The horizontal coordinates were scaled from a topographic map and have
 LK0231.an estimated accuracy of +/- 6 seconds.
 LK0231
 LK0231.The orthometric height was determined by differential leveling
 LK0231.and adjusted by the National Geodetic Survey in 1992..
 LK0231.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LK0231.rate of 0.0 thru 1.0 mm/km.
 LK0231
 LK0231.The geoid height was determined by GEOID03.
 LK0231
 LK0231.The dynamic height is computed by dividing the NAVD 88
 LK0231.geopotential number by the normal gravity value computed on the
 LK0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0231.degrees latitude (g = 980.6199 gals.).
 LK0231
 LK0231.The modeled gravity was interpolated from observed gravity values.
 LK0231
 LK0231;                    North         East    Units  Estimated Accuracy
 LK0231;SPC CO N     -   423,710.    1,084,840.      MT  (+/- 180 meters Scaled)
 LK0231
 LK0231                          SUPERSEDED SURVEY CONTROL
 LK0231
 LK0231  NGVD 29 (??/??/92) 1253.898  (m)         4113.83   (f) ADJ UNCH    1 2
 LK0231
 LK0231.Superseded values are not recommended for survey control.
 LK0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0231.See file dsdata.txt to determine how the superseded data were derived.
 LK0231
 LK0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE279717(NAD 83)
 LK0231_MARKER: DB = BENCH MARK DISK
 LK0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0231_STAMPING: ELEV. 4113.906 FT E 17 1926
 LK0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0231+STABILITY: SURFACE MOTION
 LK0231
 LK0231  HISTORY     - Date     Condition        Report By
 LK0231  HISTORY     - 1926     MONUMENTED       CGS
 LK0231  HISTORY     - 1934     GOOD             NGS
 LK0231  HISTORY     - 1984     MARK NOT FOUND   NGS
 LK0231
 LK0231                          STATION DESCRIPTION
 LK0231
 LK0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LK0231'4.5 MI SW FROM MESSEX.
 LK0231'IN MORGAN COUNTY, 4-1/2 MILES SOUTHWEST ALONG THE UNION PACIFIC
 LK0231'RAILROAD FROM MESSEX, WASHINGTON COUNTY, AT ROAD CROSSING 80.20,
 LK0231'44.7 FEET SOUTH OF THE TRACK, 30.8 FEET EAST OF THE ROAD, AND 2
 LK0231'FEET NORTH OF A POINT 2 FEET EAST OF A FENCE CORNER.  A STANDARD
 LK0231'DISK, STAMPED ELEV.  4113.906 FT. E 17 1926 AND SET IN THE TOP OF
 LK0231'A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.
 LK0231
 LK0231                          STATION RECOVERY (1984)
 LK0231
 LK0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LK0231'THIS AREA IS NOW THE SITE OF A CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0343 ***********************************************************************
 JL0343  DESIGNATION -  E 170
 JL0343  PID         -  JL0343
 JL0343  STATE/COUNTY-  CO/GUNNISON
 JL0343  USGS QUAD   -  SAPINERO (1982)
 JL0343
 JL0343                         *CURRENT SURVEY CONTROL
 JL0343  ___________________________________________________________________
 JL0343* NAD 83(1986)-  38 25 55.     (N)    107 16 21.     (W)     SCALED    
 JL0343* NAVD 88     -      2245.046  (meters)    7365.62   (feet)  ADJUSTED  
 JL0343  ___________________________________________________________________
 JL0343  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 JL0343  DYNAMIC HT  -        2242.247 (meters)    7356.44  (feet)  COMP
 JL0343  MODELED GRAV-     979,302.5   (mgal)                       NAVD 88
 JL0343
 JL0343  VERT ORDER  -  SECOND    CLASS 0
 JL0343
 JL0343.The horizontal coordinates were scaled from a topographic map and have
 JL0343.an estimated accuracy of +/- 6 seconds.
 JL0343
 JL0343.The orthometric height was determined by differential leveling
 JL0343.and adjusted by the National Geodetic Survey in June 1991..
 JL0343
 JL0343.The geoid height was determined by GEOID03.
 JL0343
 JL0343.The dynamic height is computed by dividing the NAVD 88
 JL0343.geopotential number by the normal gravity value computed on the
 JL0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0343.degrees latitude (g = 980.6199 gals.).
 JL0343
 JL0343.The modeled gravity was interpolated from observed gravity values.
 JL0343
 JL0343;                    North         East    Units  Estimated Accuracy
 JL0343;SPC CO C     -   372,760.      759,650.      MT  (+/- 180 meters Scaled)
 JL0343
 JL0343                          SUPERSEDED SURVEY CONTROL
 JL0343
 JL0343  NGVD 29 (??/??/92) 2243.510  (m)         7360.58   (f) ADJ UNCH    2 0
 JL0343
 JL0343.Superseded values are not recommended for survey control.
 JL0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0343.See file dsdata.txt to determine how the superseded data were derived.
 JL0343
 JL0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC016561(NAD 83)
 JL0343_MARKER: DB = BENCH MARK DISK
 JL0343_SETTING: 80 = SET IN A BOULDER
 JL0343_SP_SET: BOULDER
 JL0343_STAMPING: E 170 1934
 JL0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0343+STABILITY: SURFACE MOTION
 JL0343
 JL0343  HISTORY     - Date     Condition        Report By
 JL0343  HISTORY     - 1934     MONUMENTED       CGS
 JL0343  HISTORY     - 1954     MARK NOT FOUND   USGS
 JL0343
 JL0343                          STATION DESCRIPTION
 JL0343
 JL0343'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JL0343'4.3 MI S FROM SAPINERO.
 JL0343'4.3 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD (NOW
 JL0343'ABANDONED) FROM THE STATION AT SAPINERO, GUNNISON COUNTY, AT A
 JL0343'HORSESHOE BEND, 75 FEET NORTHWEST OF AN OPENING IN THE NORTHEAST SIDE
 JL0343'OF A CANYON, 52 FEET NORTHEAST OF THE NORTHEAST BANK OF LAKE FORK OF
 JL0343'GUNNISON RIVER, 12 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, IN
 JL0343'THE TOP OF A 3- BY 2-1/2-FOOT GRANITE BOULDER, AND 2 FEET ABOVE
 JL0343'GROUND.  A STANDARD DISK, STAMPED E 170 1934.  NOTE-- RAILROAD HAS
 JL0343'BEEN REMOVED AND A HIGHWAY FOLLOWS THE OLD RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0206 ***********************************************************************
 JL0206  DESIGNATION -  E 171
 JL0206  PID         -  JL0206
 JL0206  STATE/COUNTY-  CO/SAGUACHE
 JL0206  USGS QUAD   -  NORTH PASS (1979)
 JL0206
 JL0206                         *CURRENT SURVEY CONTROL
 JL0206  ___________________________________________________________________
 JL0206* NAD 83(1986)-  38 08 42.     (N)    106 31 19.     (W)     SCALED    
 JL0206* NAVD 88     -      2807.328  (meters)    9210.38   (feet)  ADJUSTED  
 JL0206  ___________________________________________________________________
 JL0206  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 JL0206  DYNAMIC HT  -        2803.511 (meters)    9197.85  (feet)  COMP
 JL0206  MODELED GRAV-     979,167.3   (mgal)                       NAVD 88
 JL0206
 JL0206  VERT ORDER  -  SECOND    CLASS 0
 JL0206
 JL0206.The horizontal coordinates were scaled from a topographic map and have
 JL0206.an estimated accuracy of +/- 6 seconds.
 JL0206
 JL0206.The orthometric height was determined by differential leveling
 JL0206.and adjusted by the National Geodetic Survey in June 1991..
 JL0206
 JL0206.The geoid height was determined by GEOID03.
 JL0206
 JL0206.The dynamic height is computed by dividing the NAVD 88
 JL0206.geopotential number by the normal gravity value computed on the
 JL0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0206.degrees latitude (g = 980.6199 gals.).
 JL0206
 JL0206.The modeled gravity was interpolated from observed gravity values.
 JL0206
 JL0206;                    North         East    Units  Estimated Accuracy
 JL0206;SPC CO S     -   469,360.      824,820.      MT  (+/- 180 meters Scaled)
 JL0206
 JL0206                          SUPERSEDED SURVEY CONTROL
 JL0206
 JL0206  NGVD 29 (??/??/92) 2805.651  (m)         9204.87   (f) ADJ UNCH    2 0
 JL0206
 JL0206.Superseded values are not recommended for survey control.
 JL0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0206.See file dsdata.txt to determine how the superseded data were derived.
 JL0206
 JL0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC666229(NAD 83)
 JL0206_MARKER: DB = BENCH MARK DISK
 JL0206_SETTING: 66 = SET IN ROCK OUTCROP
 JL0206_SP_SET: ROCK OUTCROP
 JL0206_STAMPING: E 171 1934
 JL0206_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0206+STABILITY: POSITION/ELEVATION WELL
 JL0206
 JL0206  HISTORY     - Date     Condition        Report By
 JL0206  HISTORY     - 1934     MONUMENTED       CGS
 JL0206  HISTORY     - 1962     GOOD             NGS
 JL0206
 JL0206                          STATION DESCRIPTION
 JL0206
 JL0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0206'26.4 MI W FROM SAGUACHE.
 JL0206'ABOUT 26.4 MILES WEST ALONG STATE HIGHWAY 114 FROM THE COUNTY
 JL0206'COURTHOUSE AT SAGUACHE, SAGUACHE COUNTY, ABOUT 0.2 MILE SOUTHWEST OF
 JL0206'THE TOP OF A HILL, AT THE OUTSIDE OF A CURVE, ABOUT 27 YARDS SOUTHWEST
 JL0206'OF THE SOUTHEAST END OF A WOODEN CULVERT, 40 FEET SOUTHEAST OF THE
 JL0206'CENTER LINE OF THE HIGHWAY, 33 FEET NORTHEAST OF A Y-SHAPED PINE TREE,
 JL0206'AND IN THE TOP OF A GRANITE OUTCROP.  A STANDARD DISK, STAMPED E 171
 JL0206'1934.
 JL0206
 JL0206                          STATION RECOVERY (1962)
 JL0206
 JL0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JL0206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0341 ***********************************************************************
 JK0341  DESIGNATION -  E 172
 JK0341  PID         -  JK0341
 JK0341  STATE/COUNTY-  CO/TELLER
 JK0341  USGS QUAD   -  BIG BULL MOUNTAIN (1994)
 JK0341
 JK0341                         *CURRENT SURVEY CONTROL
 JK0341  ___________________________________________________________________
 JK0341* NAD 83(1986)-  38 44 29.     (N)    105 07 02.     (W)     SCALED    
 JK0341* NAVD 88     -      3022.360  (meters)    9915.86   (feet)  ADJUSTED  
 JK0341  ___________________________________________________________________
 JK0341  GEOID HEIGHT-         -14.81  (meters)                     GEOID03
 JK0341  DYNAMIC HT  -        3018.490 (meters)    9903.16  (feet)  COMP
 JK0341  MODELED GRAV-     979,236.0   (mgal)                       NAVD 88
 JK0341
 JK0341  VERT ORDER  -  SECOND    CLASS 0
 JK0341
 JK0341.The horizontal coordinates were scaled from a topographic map and have
 JK0341.an estimated accuracy of +/- 6 seconds.
 JK0341
 JK0341.The orthometric height was determined by differential leveling
 JK0341.and adjusted by the National Geodetic Survey in June 1991..
 JK0341
 JK0341.The geoid height was determined by GEOID03.
 JK0341
 JK0341.The dynamic height is computed by dividing the NAVD 88
 JK0341.geopotential number by the normal gravity value computed on the
 JK0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0341.degrees latitude (g = 980.6199 gals.).
 JK0341
 JK0341.The modeled gravity was interpolated from observed gravity values.
 JK0341
 JK0341;                    North         East    Units  Estimated Accuracy
 JK0341;SPC CO C     -   405,670.      947,680.      MT  (+/- 180 meters Scaled)
 JK0341
 JK0341                          SUPERSEDED SURVEY CONTROL
 JK0341
 JK0341  NGVD 29 (??/??/92) 3020.913  (m)         9911.11   (f) ADJ UNCH    2 0
 JK0341
 JK0341.Superseded values are not recommended for survey control.
 JK0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0341.See file dsdata.txt to determine how the superseded data were derived.
 JK0341
 JK0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC898880(NAD 83)
 JK0341_MARKER: DB = BENCH MARK DISK
 JK0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0341_STAMPING: E 172 1934
 JK0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0341+STABILITY: SURFACE MOTION
 JK0341
 JK0341  HISTORY     - Date     Condition        Report By
 JK0341  HISTORY     - 1934     MONUMENTED       CGS
 JK0341  HISTORY     - 1951     GOOD             NGS
 JK0341  HISTORY     - 1952     GOOD             NGS
 JK0341
 JK0341                          STATION DESCRIPTION
 JK0341
 JK0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JK0341'5.3 MI E FROM CRIPPLE CREEK.
 JK0341'1.9 MILES NORTH ALONG STATE HIGHWAY 67 FROM THE COURTHOUSE AT CRIPPLE
 JK0341'CREEK, THENCE 3.4 MILES EAST ALONG STATE HIGHWAY 336, 210 FEET
 JK0341'NORTHEAST OF THE CENTER OF A JUNCTION WITH A GRAVELED ROAD LEADING
 JK0341'SOUTH, 130 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 60 FEET
 JK0341'EAST OF THE CENTER OF A CATTLE GUARD, 50 FEET NORTH OF THE CENTER
 JK0341'LINE OF AN ABANDONED RAILROAD, 1 FOOT SOUTH OF A FENCE, 3 FEET WEST
 JK0341'OF A WITNESS POST, 20 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN
 JK0341'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 JK0341
 JK0341                          STATION RECOVERY (1952)
 JK0341
 JK0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 JK0341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0789 ***********************************************************************
 KK0789  DESIGNATION -  E 173
 KK0789  PID         -  KK0789
 KK0789  STATE/COUNTY-  CO/PARK
 KK0789  USGS QUAD   -  TARRYALL (1994)
 KK0789
 KK0789                         *CURRENT SURVEY CONTROL
 KK0789  ___________________________________________________________________
 KK0789* NAD 83(1986)-  39 05 46.     (N)    105 27 19.     (W)     SCALED    
 KK0789* NAVD 88     -      2599.469  (meters)    8528.42   (feet)  ADJUSTED  
 KK0789  ___________________________________________________________________
 KK0789  GEOID HEIGHT-         -13.63  (meters)                     GEOID03
 KK0789  DYNAMIC HT  -        2596.355 (meters)    8518.21  (feet)  COMP
 KK0789  MODELED GRAV-     979,334.8   (mgal)                       NAVD 88
 KK0789
 KK0789  VERT ORDER  -  SECOND    CLASS 0
 KK0789
 KK0789.The horizontal coordinates were scaled from a topographic map and have
 KK0789.an estimated accuracy of +/- 6 seconds.
 KK0789
 KK0789.The orthometric height was determined by differential leveling
 KK0789.and adjusted by the National Geodetic Survey in June 1991..
 KK0789
 KK0789.The geoid height was determined by GEOID03.
 KK0789
 KK0789.The dynamic height is computed by dividing the NAVD 88
 KK0789.geopotential number by the normal gravity value computed on the
 KK0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0789.degrees latitude (g = 980.6199 gals.).
 KK0789
 KK0789.The modeled gravity was interpolated from observed gravity values.
 KK0789
 KK0789;                    North         East    Units  Estimated Accuracy
 KK0789;SPC CO C     -   444,980.      918,270.      MT  (+/- 180 meters Scaled)
 KK0789
 KK0789                          SUPERSEDED SURVEY CONTROL
 KK0789
 KK0789  NGVD 29 (??/??/92) 2598.087  (m)         8523.89   (f) ADJ UNCH    2 0
 KK0789
 KK0789.Superseded values are not recommended for survey control.
 KK0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0789.See file dsdata.txt to determine how the superseded data were derived.
 KK0789
 KK0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD606275(NAD 83)
 KK0789_MARKER: DB = BENCH MARK DISK
 KK0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0789_STAMPING: E 173 1934
 KK0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0789+STABILITY: SURFACE MOTION
 KK0789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0789+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2002
 KK0789
 KK0789  HISTORY     - Date     Condition        Report By
 KK0789  HISTORY     - 1934     MONUMENTED       CGS
 KK0789  HISTORY     - 20020802 GOOD             JCLS
 KK0789
 KK0789                          STATION DESCRIPTION
 KK0789
 KK0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0789'10.9 MI NW FROM LAKE GEORGE.
 KK0789'10.9 MILES NORTHWEST ALONG STATE HIGHWAY 77 FROM LAKE GEORGE,
 KK0789'PARK COUNTY, 200 FEET SOUTHEAST OF THE CENTER OF A CURVE, 110
 KK0789'FEET EAST OF THE SOUTHWEST CORNER OF SECTION 16, 30 FEET WEST
 KK0789'OF THE CENTERLINE OF THE HIGHWAY, AND ABOUT 12 FEET NORTHWEST
 KK0789'OF A FENCE CORNER. A STANDARD DISK, STAMPED E 173 1934 AND SET
 KK0789'IN THE TOP OF A CONCRETE POST.
 KK0789
 KK0789                          STATION RECOVERY (2002)
 KK0789
 KK0789'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 KK0789'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0451 ***********************************************************************
 JK0451  DESIGNATION -  E 175
 JK0451  PID         -  JK0451
 JK0451  STATE/COUNTY-  CO/TELLER
 JK0451  USGS QUAD   -  WOODLAND PARK (1994)
 JK0451
 JK0451                         *CURRENT SURVEY CONTROL
 JK0451  ___________________________________________________________________
 JK0451* NAD 83(1986)-  38 56 57.     (N)    105 01 32.     (W)     SCALED    
 JK0451* NAVD 88     -      2406.406  (meters)    7895.02   (feet)  ADJUSTED  
 JK0451  ___________________________________________________________________
 JK0451  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 JK0451  DYNAMIC HT  -        2403.602 (meters)    7885.82  (feet)  COMP
 JK0451  MODELED GRAV-     979,375.2   (mgal)                       NAVD 88
 JK0451
 JK0451  VERT ORDER  -  SECOND    CLASS 0
 JK0451
 JK0451.The horizontal coordinates were scaled from a topographic map and have
 JK0451.an estimated accuracy of +/- 6 seconds.
 JK0451
 JK0451.The orthometric height was determined by differential leveling
 JK0451.and adjusted by the National Geodetic Survey in June 1991..
 JK0451
 JK0451.The geoid height was determined by GEOID03.
 JK0451
 JK0451.The dynamic height is computed by dividing the NAVD 88
 JK0451.geopotential number by the normal gravity value computed on the
 JK0451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0451.degrees latitude (g = 980.6199 gals.).
 JK0451
 JK0451.The modeled gravity was interpolated from observed gravity values.
 JK0451
 JK0451;                    North         East    Units  Estimated Accuracy
 JK0451;SPC CO C     -   428,770.      955,530.      MT  (+/- 180 meters Scaled)
 JK0451
 JK0451                          SUPERSEDED SURVEY CONTROL
 JK0451
 JK0451  NGVD 29 (??/??/92) 2405.171  (m)         7890.97   (f) ADJ UNCH    2 0
 JK0451
 JK0451.Superseded values are not recommended for survey control.
 JK0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0451.See file dsdata.txt to determine how the superseded data were derived.
 JK0451
 JK0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD977111(NAD 83)
 JK0451_MARKER: DB = BENCH MARK DISK
 JK0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0451_STAMPING: E 175 1934
 JK0451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0451+STABILITY: SURFACE MOTION
 JK0451
 JK0451  HISTORY     - Date     Condition        Report By
 JK0451  HISTORY     - 1934     MONUMENTED       CGS
 JK0451
 JK0451                          STATION DESCRIPTION
 JK0451
 JK0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JK0451'3.8 MI SE FROM WOODLAND PARK.
 JK0451'3.8 MILES SOUTHEAST ALONG THE MIDLAND TERMINAL RAILWAY FROM
 JK0451'THE STATION AT WOODLAND PARK, TELLER COUNTY, 0.2 MILE
 JK0451'NORTHWEST OF MILEPOST 16, 390 FEET NORTHWEST OF A BRIDGE OVER
 JK0451'A CREEK, 63 FEET NORTH OF THE CREEK, 17 FEET NORTHWEST OF A
 JK0451'POLE, AND 34 FEET WEST OF THE CENTERLINE OF THE TRACK.  A
 JK0451'STANDARD DISK, STAMPED E 175 1934 AND SET IN THE TOP OF A
 JK0451'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0901 ***********************************************************************
 KK0901  DESIGNATION -  E 176
 KK0901  PID         -  KK0901
 KK0901  STATE/COUNTY-  CO/PARK
 KK0901  USGS QUAD   -  FAIRPLAY EAST (1956)
 KK0901
 KK0901                         *CURRENT SURVEY CONTROL
 KK0901  ___________________________________________________________________
 KK0901* NAD 83(1986)-  39 08 23.     (N)    105 59 40.     (W)     SCALED    
 KK0901* NAVD 88     -      2912.787  (meters)    9556.37   (feet)  ADJUSTED  
 KK0901  ___________________________________________________________________
 KK0901  GEOID HEIGHT-         -13.35  (meters)                     GEOID03
 KK0901  DYNAMIC HT  -        2909.017 (meters)    9544.00  (feet)  COMP
 KK0901  MODELED GRAV-     979,227.5   (mgal)                       NAVD 88
 KK0901
 KK0901  VERT ORDER  -  SECOND    CLASS 0
 KK0901
 KK0901.The horizontal coordinates were scaled from a topographic map and have
 KK0901.an estimated accuracy of +/- 6 seconds.
 KK0901
 KK0901.The orthometric height was determined by differential leveling
 KK0901.and adjusted by the National Geodetic Survey in June 1991..
 KK0901
 KK0901.The geoid height was determined by GEOID03.
 KK0901
 KK0901.The dynamic height is computed by dividing the NAVD 88
 KK0901.geopotential number by the normal gravity value computed on the
 KK0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0901.degrees latitude (g = 980.6199 gals.).
 KK0901
 KK0901.The modeled gravity was interpolated from observed gravity values.
 KK0901
 KK0901;                    North         East    Units  Estimated Accuracy
 KK0901;SPC CO C     -   449,940.      871,660.      MT  (+/- 180 meters Scaled)
 KK0901
 KK0901                          SUPERSEDED SURVEY CONTROL
 KK0901
 KK0901  NGVD 29 (??/??/92) 2911.118  (m)         9550.89   (f) ADJ UNCH    2 0
 KK0901
 KK0901.Superseded values are not recommended for survey control.
 KK0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0901.See file dsdata.txt to determine how the superseded data were derived.
 KK0901
 KK0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD140327(NAD 83)
 KK0901_MARKER: DB = BENCH MARK DISK
 KK0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0901_STAMPING: E 176 1934
 KK0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0901+STABILITY: SURFACE MOTION
 KK0901
 KK0901  HISTORY     - Date     Condition        Report By
 KK0901  HISTORY     - 1934     MONUMENTED       CGS
 KK0901  HISTORY     - 1954     MARK NOT FOUND   NGS
 KK0901
 KK0901                          STATION DESCRIPTION
 KK0901
 KK0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0901'6.2 MI S FROM FAIRPLAY.
 KK0901'6.2 MILES SOUTH ALONG U.S. HIGHWAY 285 FROM FAIRPLAY.  PARK COUNTY,
 KK0901'800 FEET EAST OF A GROUP OF 40 PINE TREES, AT A NORTH-AND-SOUTH
 KK0901'STRETCH OF HIGHWAY, AND 75 FEET EAST OF THE CENTERLINE OF THE
 KK0901'HIGHWAY.  A STANDARD DISK, STAMPED E 176 1934 AND SET IN THE TOP
 KK0901'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0932 ***********************************************************************
 KK0932  DESIGNATION -  E 177
 KK0932  PID         -  KK0932
 KK0932  STATE/COUNTY-  CO/PARK
 KK0932  USGS QUAD   -  HARTSEL (1956)
 KK0932
 KK0932                         *CURRENT SURVEY CONTROL
 KK0932  ___________________________________________________________________
 KK0932* NAD 83(1986)-  39 01 04.     (N)    105 45 22.     (W)     SCALED    
 KK0932* NAVD 88     -      2683.465  (meters)    8804.00   (feet)  ADJUSTED  
 KK0932  ___________________________________________________________________
 KK0932  GEOID HEIGHT-         -13.75  (meters)                     GEOID03
 KK0932  DYNAMIC HT  -        2680.109 (meters)    8792.99  (feet)  COMP
 KK0932  MODELED GRAV-     979,279.9   (mgal)                       NAVD 88
 KK0932
 KK0932  VERT ORDER  -  SECOND    CLASS 0
 KK0932
 KK0932.The horizontal coordinates were scaled from a topographic map and have
 KK0932.an estimated accuracy of +/- 6 seconds.
 KK0932
 KK0932.The orthometric height was determined by differential leveling
 KK0932.and adjusted by the National Geodetic Survey in June 1991..
 KK0932
 KK0932.The geoid height was determined by GEOID03.
 KK0932
 KK0932.The dynamic height is computed by dividing the NAVD 88
 KK0932.geopotential number by the normal gravity value computed on the
 KK0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0932.degrees latitude (g = 980.6199 gals.).
 KK0932
 KK0932.The modeled gravity was interpolated from observed gravity values.
 KK0932
 KK0932;                    North         East    Units  Estimated Accuracy
 KK0932;SPC CO C     -   436,310.      892,220.      MT  (+/- 180 meters Scaled)
 KK0932
 KK0932                          SUPERSEDED SURVEY CONTROL
 KK0932
 KK0932  NGVD 29 (??/??/92) 2681.936  (m)         8798.99   (f) ADJ UNCH    2 0
 KK0932
 KK0932.Superseded values are not recommended for survey control.
 KK0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0932.See file dsdata.txt to determine how the superseded data were derived.
 KK0932
 KK0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD345190(NAD 83)
 KK0932_MARKER: DB = BENCH MARK DISK
 KK0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0932_STAMPING: E 177 1934
 KK0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0932+STABILITY: SURFACE MOTION
 KK0932
 KK0932  HISTORY     - Date     Condition        Report By
 KK0932  HISTORY     - 1934     MONUMENTED       CGS
 KK0932  HISTORY     - 1954     GOOD             USGS
 KK0932
 KK0932                          STATION DESCRIPTION
 KK0932
 KK0932'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 KK0932'2.3 MI E FROM HARTSEL.
 KK0932'ABOUT 2.3 MILES E. ALONG FORMER U.S. HIGHWAY 24 FROM HARTSEL, PARK
 KK0932'COUNTY, ABOUT 500 FT N. OF THE OFFICE OF THE J.J. MAC DONNALD
 KK0932'RANCH, ABOUT 140 FT SW. OF THE CENTER OF THE BRIDGE OVER THE SOUTH
 KK0932'PLATTE RIVER, 38 FT NW OF THE CENTER LINE OF THE HIGHWAY, AND 1.2
 KK0932'FT S. OF THE RIGHT-OF-WAY FENCE, STANDARD DISK STAMPED E 177 1934
 KK0932'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0433 ***********************************************************************
 JL0433  DESIGNATION -  E 178
 JL0433  PID         -  JL0433
 JL0433  STATE/COUNTY-  CO/DELTA
 JL0433  USGS QUAD   -  LAZEAR (1978)
 JL0433
 JL0433                         *CURRENT SURVEY CONTROL
 JL0433  ___________________________________________________________________
 JL0433* NAD 83(1986)-  38 48 08.     (N)    107 51 32.     (W)     SCALED    
 JL0433* NAVD 88     -      1632.573  (meters)    5356.20   (feet)  ADJUSTED  
 JL0433  ___________________________________________________________________
 JL0433  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 JL0433  DYNAMIC HT  -        1630.823 (meters)    5350.46  (feet)  COMP
 JL0433  MODELED GRAV-     979,499.2   (mgal)                       NAVD 88
 JL0433
 JL0433  VERT ORDER  -  SECOND    CLASS 0
 JL0433
 JL0433.The horizontal coordinates were scaled from a topographic map and have
 JL0433.an estimated accuracy of +/- 6 seconds.
 JL0433
 JL0433.The orthometric height was determined by differential leveling
 JL0433.and adjusted by the National Geodetic Survey in June 1991..
 JL0433
 JL0433.The geoid height was determined by GEOID03.
 JL0433
 JL0433.The dynamic height is computed by dividing the NAVD 88
 JL0433.geopotential number by the normal gravity value computed on the
 JL0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0433.degrees latitude (g = 980.6199 gals.).
 JL0433
 JL0433.The modeled gravity was interpolated from observed gravity values.
 JL0433
 JL0433;                    North         East    Units  Estimated Accuracy
 JL0433;SPC CO C     -   415,010.      709,530.      MT  (+/- 180 meters Scaled)
 JL0433
 JL0433                          SUPERSEDED SURVEY CONTROL
 JL0433
 JL0433  NGVD 29 (??/??/92) 1631.336  (m)         5352.14   (f) ADJ UNCH    2 0
 JL0433
 JL0433.Superseded values are not recommended for survey control.
 JL0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0433.See file dsdata.txt to determine how the superseded data were derived.
 JL0433
 JL0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC517987(NAD 83)
 JL0433_MARKER: DB = BENCH MARK DISK
 JL0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0433_STAMPING: E 178 1934
 JL0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0433+STABILITY: SURFACE MOTION
 JL0433
 JL0433  HISTORY     - Date     Condition        Report By
 JL0433  HISTORY     - 1934     MONUMENTED       CGS
 JL0433
 JL0433                          STATION DESCRIPTION
 JL0433
 JL0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0433'9.7 MI W FROM HOTCHKISS.
 JL0433'9.7 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JL0433'THE STATION AT HOTCHKISS, DELTA COUNTY, 165 FEET NORTHEAST OF MILEPOST
 JL0433'388, 60 FEET NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 92 OPPOSITE
 JL0433'A FENCE ACROSS THE TRACK, 58 FEET SOUTHWEST OF A POLE, 32.8 FEET
 JL0433'SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND 14.7 FEET SOUTHEAST OF
 JL0433'THE SOUTH RIGHT-OF-WAY FENCE CORNER.  A STANDARD DISK, STAMPED E 178
 JL0433'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0552 ***********************************************************************
 JK0552  DESIGNATION -  E 179
 JK0552  PID         -  JK0552
 JK0552  STATE/COUNTY-  CO/FREMONT
 JK0552  USGS QUAD   -  FLORENCE (1975)
 JK0552
 JK0552                         *CURRENT SURVEY CONTROL
 JK0552  ___________________________________________________________________
 JK0552* NAD 83(1986)-  38 27 37.     (N)    105 06 47.     (W)     SCALED    
 JK0552* NAVD 88     -      1690.852  (meters)    5547.40   (feet)  ADJUSTED  
 JK0552  ___________________________________________________________________
 JK0552  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 JK0552  DYNAMIC HT  -        1689.007 (meters)    5541.35  (feet)  COMP
 JK0552  MODELED GRAV-     979,478.5   (mgal)                       NAVD 88
 JK0552
 JK0552  VERT ORDER  -  SECOND    CLASS 0
 JK0552
 JK0552.The horizontal coordinates were scaled from a topographic map and have
 JK0552.an estimated accuracy of +/- 6 seconds.
 JK0552
 JK0552.The orthometric height was determined by differential leveling
 JK0552.and adjusted by the National Geodetic Survey in June 1991..
 JK0552
 JK0552.The geoid height was determined by GEOID03.
 JK0552
 JK0552.The dynamic height is computed by dividing the NAVD 88
 JK0552.geopotential number by the normal gravity value computed on the
 JK0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0552.degrees latitude (g = 980.6199 gals.).
 JK0552
 JK0552.The modeled gravity was interpolated from observed gravity values.
 JK0552
 JK0552;                    North         East    Units  Estimated Accuracy
 JK0552;SPC CO C     -   374,470.      948,170.      MT  (+/- 180 meters Scaled)
 JK0552
 JK0552                          SUPERSEDED SURVEY CONTROL
 JK0552
 JK0552  NGVD 29 (??/??/92) 1689.850  (m)         5544.12   (f) ADJ UNCH    2 0
 JK0552
 JK0552.Superseded values are not recommended for survey control.
 JK0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0552.See file dsdata.txt to determine how the superseded data were derived.
 JK0552
 JK0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC901568(NAD 83)
 JK0552_MARKER: DB = BENCH MARK DISK
 JK0552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0552_STAMPING: E 179 1934
 JK0552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0552+STABILITY: SURFACE MOTION
 JK0552
 JK0552  HISTORY     - Date     Condition        Report By
 JK0552  HISTORY     - 1934     MONUMENTED       CGS
 JK0552  HISTORY     - 1953     GOOD             NGS
 JK0552
 JK0552                          STATION DESCRIPTION
 JK0552
 JK0552'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0552'5.2 MI N FROM FLORENCE.
 JK0552'5.2 MILES NORTH ALONG STATE HIGHWAY 67 FROM THE POST OFFICE AT
 JK0552'FLORENCE, 227 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST
 JK0552'GRAVELED ROAD, 58 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 JK0552'64 FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE, 2.1 FEET
 JK0552'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 JK0552'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0095 ***********************************************************************
 LL0095  DESIGNATION -  E 18
 LL0095  PID         -  LL0095
 LL0095  STATE/COUNTY-  CO/WELD
 LL0095  USGS QUAD   -  HARDIN (1978)
 LL0095
 LL0095                         *CURRENT SURVEY CONTROL
 LL0095  ___________________________________________________________________
 LL0095* NAD 83(1986)-  40 21 58.     (N)    104 27 02.     (W)     SCALED    
 LL0095* NAVD 88     -      1387.022  (meters)    4550.59   (feet)  POSTED    
 LL0095  ___________________________________________________________________
 LL0095  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 LL0095  DYNAMIC HT  -        1385.860 (meters)    4546.78  (feet)  COMP
 LL0095  MODELED GRAV-     979,736.4   (mgal)                       NAVD 88
 LL0095
 LL0095  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0095
 LL0095.The horizontal coordinates were scaled from a topographic map and have
 LL0095.an estimated accuracy of +/- 6 seconds.
 LL0095
 LL0095.The orthometric height was determined by differential leveling
 LL0095.and adjusted by the National Geodetic Survey in 1992..
 LL0095.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0095.rate of 0.0 thru 1.0 mm/km.
 LL0095
 LL0095.The geoid height was determined by GEOID03.
 LL0095
 LL0095.The dynamic height is computed by dividing the NAVD 88
 LL0095.geopotential number by the normal gravity value computed on the
 LL0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0095.degrees latitude (g = 980.6199 gals.).
 LL0095
 LL0095.The modeled gravity was interpolated from observed gravity values.
 LL0095
 LL0095;                    North         East    Units  Estimated Accuracy
 LL0095;SPC CO N     -   420,000.    1,003,530.      MT  (+/- 180 meters Scaled)
 LL0095
 LL0095                          SUPERSEDED SURVEY CONTROL
 LL0095
 LL0095  NGVD 29 (??/??/92) 1386.181  (m)         4547.83   (f) ADJ UNCH    1 2
 LL0095
 LL0095.Superseded values are not recommended for survey control.
 LL0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0095.See file dsdata.txt to determine how the superseded data were derived.
 LL0095
 LL0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE466685(NAD 83)
 LL0095_MARKER: DB = BENCH MARK DISK
 LL0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0095_STAMPING: 4548.124 E 18 1926
 LL0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0095+STABILITY: SURFACE MOTION
 LL0095
 LL0095  HISTORY     - Date     Condition        Report By
 LL0095  HISTORY     - 1926     MONUMENTED       CGS
 LL0095  HISTORY     - 1934     GOOD             NGS
 LL0095  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0095
 LL0095                          STATION DESCRIPTION
 LL0095
 LL0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LL0095'1.5 MI W FROM HARDIN.
 LL0095'1-1/2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM HARDIN 2
 LL0095'POLES EAST OF MILEPOST 137, 46.6 FEET SOUTH OF THE SOUTH RAIL,
 LL0095'12.5 FEET WEST OF THE WEST GATEPOST, AND 1.8 FEET NORTH OF AN
 LL0095'EAST-AND-WEST FENCE.  A STANDARD DISK STAMPED 4548.124 E 18
 LL0095'1926 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 LL0095'ABOVE GROUND.
 LL0095
 LL0095                          STATION RECOVERY (1984)
 LL0095
 LL0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0350 ***********************************************************************
 JL0350  DESIGNATION -  E 19
 JL0350  PID         -  JL0350
 JL0350  STATE/COUNTY-  CO/MONTROSE
 JL0350  USGS QUAD   -  COLONA (1983)
 JL0350
 JL0350                         *CURRENT SURVEY CONTROL
 JL0350  ___________________________________________________________________
 JL0350* NAD 83(1986)-  38 20 29.     (N)    107 47 17.     (W)     SCALED    
 JL0350* NAVD 88     -      1928.288  (meters)    6326.39   (feet)  POSTED    
 JL0350  ___________________________________________________________________
 JL0350  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 JL0350  DYNAMIC HT  -        1926.060 (meters)    6319.08  (feet)  COMP
 JL0350  MODELED GRAV-     979,402.9   (mgal)                       NAVD 88
 JL0350
 JL0350  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JL0350
 JL0350.The horizontal coordinates were scaled from a topographic map and have
 JL0350.an estimated accuracy of +/- 6 seconds.
 JL0350
 JL0350.The orthometric height was determined by differential leveling
 JL0350.and adjusted by the National Geodetic Survey in 1992..
 JL0350.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JL0350.rate of 1.1 thru 2.0 mm/km.
 JL0350
 JL0350.The geoid height was determined by GEOID03.
 JL0350
 JL0350.The dynamic height is computed by dividing the NAVD 88
 JL0350.geopotential number by the normal gravity value computed on the
 JL0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0350.degrees latitude (g = 980.6199 gals.).
 JL0350
 JL0350.The modeled gravity was interpolated from observed gravity values.
 JL0350
 JL0350;                    North         East    Units  Estimated Accuracy
 JL0350;SPC CO S     -   493,120.      714,400.      MT  (+/- 180 meters Scaled)
 JL0350
 JL0350                          SUPERSEDED SURVEY CONTROL
 JL0350
 JL0350  NGVD 29 (??/??/92) 1926.998  (m)         6322.16   (f) ADJ UNCH    1 2
 JL0350
 JL0350.Superseded values are not recommended for survey control.
 JL0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0350.See file dsdata.txt to determine how the superseded data were derived.
 JL0350
 JL0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC563473(NAD 83)
 JL0350_MARKER: DB = BENCH MARK DISK
 JL0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0350_STAMPING: 6322.159 E 19 1928
 JL0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0350+STABILITY: SURFACE MOTION
 JL0350
 JL0350  HISTORY     - Date     Condition        Report By
 JL0350  HISTORY     - 1928     MONUMENTED       CGS
 JL0350  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0350
 JL0350                          STATION DESCRIPTION
 JL0350
 JL0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 JL0350'11.1 MI SE FROM MONTROSE.
 JL0350'ABOUT 11.1 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 JL0350'RAILROAD FROM THE STATION AT MONTROSE, MONTROSE COUNTY, ABOUT 3.1
 JL0350'MILES SOUTHEAST OF THE STATION AT UNCOMPAHGRE, ABOUT 0.4 MILE
 JL0350'NORTHWEST OF MILEPOST D 363, ABOUT 22 YARDS SOUTHWEST OF U.S. HIGHWAY
 JL0350'550, 32.3 FEET SOUTHWEST OF THE CENTER LINE OF THE TRACK, 7.5 FEET
 JL0350'NORTHEAST OF THE SOUTHWEST RIGHT-OF-WAY FENCE, AND ABOUT LEVEL WITH
 JL0350'THE TRACK.  A STANDARD DISK, STAMPED 6322.159 E 19 1928 AND SET IN THE
 JL0350'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 JL0350
 JL0350                          STATION RECOVERY (1984)
 JL0350
 JL0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0588 ***********************************************************************
 LL0588  DESIGNATION -  E 19
 LL0588  PID         -  LL0588
 LL0588  STATE/COUNTY-  CO/LARIMER
 LL0588  USGS QUAD   -  MASONVILLE (1984)
 LL0588
 LL0588                         *CURRENT SURVEY CONTROL
 LL0588  ___________________________________________________________________
 LL0588* NAD 83(1986)-  40 24 01.     (N)    105 11 34.     (W)     SCALED    
 LL0588* NAVD 88     -      1592.386  (meters)    5224.35   (feet)  ADJUSTED  
 LL0588  ___________________________________________________________________
 LL0588  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 LL0588  DYNAMIC HT  -        1590.990 (meters)    5219.77  (feet)  COMP
 LL0588  MODELED GRAV-     979,692.4   (mgal)                       NAVD 88
 LL0588
 LL0588  VERT ORDER  -  SECOND    CLASS 0
 LL0588
 LL0588.The horizontal coordinates were scaled from a topographic map and have
 LL0588.an estimated accuracy of +/- 6 seconds.
 LL0588
 LL0588.The orthometric height was determined by differential leveling
 LL0588.and adjusted by the National Geodetic Survey in June 1991..
 LL0588
 LL0588.The geoid height was determined by GEOID03.
 LL0588
 LL0588.The dynamic height is computed by dividing the NAVD 88
 LL0588.geopotential number by the normal gravity value computed on the
 LL0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0588.degrees latitude (g = 980.6199 gals.).
 LL0588
 LL0588.The modeled gravity was interpolated from observed gravity values.
 LL0588
 LL0588;                    North         East    Units  Estimated Accuracy
 LL0588;SPC CO N     -   423,310.      940,480.      MT  (+/- 180 meters Scaled)
 LL0588
 LL0588                          SUPERSEDED SURVEY CONTROL
 LL0588
 LL0588  NGVD 29 (??/??/92) 1591.380  (m)         5221.05   (f) ADJ UNCH    2 0
 LL0588
 LL0588.Superseded values are not recommended for survey control.
 LL0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0588.See file dsdata.txt to determine how the superseded data were derived.
 LL0588
 LL0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE836722(NAD 83)
 LL0588_MARKER: DD = SURVEY DISK
 LL0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0588_STAMPING: E 19 1940 5219.202
 LL0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0588+STABILITY: SURFACE MOTION
 LL0588
 LL0588  HISTORY     - Date     Condition        Report By
 LL0588  HISTORY     - 1940     MONUMENTED       BOR
 LL0588  HISTORY     - 1940     GOOD             NGS
 LL0588  HISTORY     - 1984     GOOD             NGS
 LL0588
 LL0588                          STATION DESCRIPTION
 LL0588
 LL0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LL0588'9.2 MI SW FROM LOVELAND.
 LL0588'8.2 MILES WEST ALONG U.S. HIGHWAY 34 FROM THE POST OFFICE AT
 LL0588'LOVELAND, LARIMER COUNTY THENCE 1.0 MILE SOUTH ALONG STATE HIGHWAY
 LL0588'56, 0.2 MILE NORTH OF A HIGHWAY BRIDGE OVER HOME SUPPLY CANAL, 34
 LL0588'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 23.5 FEET SOUTH OF A
 LL0588'DRIVEWAY LEADING TO A FARMHOUSE, AND 1 FOOT EAST OF THE WEST
 LL0588'RIGHT-OF-WAY FENCE.  A UNITED STATES BUREAU OF RECLAMATION STANDARD
 LL0588'DISK, STAMPED E 19 1940 5219.202 AND SET IN THE TOP OF A CONCRETE
 LL0588'POST PROJECTING 0.3 FOOT ABOVE GROUND.
 LL0588
 LL0588                          STATION RECOVERY (1984)
 LL0588
 LL0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0588'CHANGE TO THE ORIGINAL DESC: IT IS NOW 10.8 M (35.5 FT) WEST FROM THE
 LL0588'CENTERLINE OF A PAVED ROAD, 8.5 M (28 FT) SOUTH OF A DRIVEWAY LEADING
 LL0588'TO A FARMHOUSE, AND 0.3 M (1 FT) WEST FROM THE WEST RIGHT OF WAY
 LL0588'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0012 ***********************************************************************
 KL0012  DESIGNATION -  E 2
 KL0012  PID         -  KL0012
 KL0012  STATE/COUNTY-  CO/EAGLE
 KL0012  USGS QUAD   -  RED CLIFF (1987)
 KL0012
 KL0012                         *CURRENT SURVEY CONTROL
 KL0012  ___________________________________________________________________
 KL0012* NAD 83(1986)-  39 30 30.     (N)    106 22 24.     (W)     SCALED    
 KL0012* NAVD 88     -      2621.965  (meters)    8602.23   (feet)  ADJUSTED  
 KL0012  ___________________________________________________________________
 KL0012  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 KL0012  DYNAMIC HT  -        2618.763 (meters)    8591.72  (feet)  COMP
 KL0012  MODELED GRAV-     979,311.4   (mgal)                       NAVD 88
 KL0012
 KL0012  VERT ORDER  -  FIRST     CLASS II
 KL0012
 KL0012.The horizontal coordinates were scaled from a topographic map and have
 KL0012.an estimated accuracy of +/- 6 seconds.
 KL0012
 KL0012.The orthometric height was determined by differential leveling
 KL0012.and adjusted by the National Geodetic Survey in June 1991..
 KL0012
 KL0012.The geoid height was determined by GEOID03.
 KL0012
 KL0012.The dynamic height is computed by dividing the NAVD 88
 KL0012.geopotential number by the normal gravity value computed on the
 KL0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0012.degrees latitude (g = 980.6199 gals.).
 KL0012
 KL0012.The modeled gravity was interpolated from observed gravity values.
 KL0012
 KL0012;                    North         East    Units  Estimated Accuracy
 KL0012;SPC CO C     -   491,100.      839,300.      MT  (+/- 180 meters Scaled)
 KL0012
 KL0012                          SUPERSEDED SURVEY CONTROL
 KL0012
 KL0012  NGVD 29 (??/??/92) 2620.348  (m)         8596.93   (f) ADJ UNCH    1 2
 KL0012
 KL0012.Superseded values are not recommended for survey control.
 KL0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0012.See file dsdata.txt to determine how the superseded data were derived.
 KL0012
 KL0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD819740(NAD 83)
 KL0012_MARKER: DB = BENCH MARK DISK
 KL0012_SETTING: 66 = SET IN ROCK OUTCROP
 KL0012_SP_SET: LEDGE
 KL0012_STAMPING: E 2
 KL0012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0012+STABILITY: POSITION/ELEVATION WELL
 KL0012
 KL0012  HISTORY     - Date     Condition        Report By
 KL0012  HISTORY     - UNK      MONUMENTED       CGS
 KL0012  HISTORY     - 1959     GOOD             DOD
 KL0012
 KL0012                          STATION DESCRIPTION
 KL0012
 KL0012'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 KL0012'IN RED CLIFF.
 KL0012'AT RED CLIFF, EAGLE COUNTY, ON THE DENVER AND RIO GRANDE WESTERN
 KL0012'RAILROAD, IN THE TOP OF A LEDGE.  A UNITED STATES GEOLOGICAL SURVEY
 KL0012'STANDARD DISK, STAMPED E 2.  NOTE-- IS 68 FEET WEST-SOUTHWEST OF A
 KL0012'SMALL WHITE SPRING HOUSE AND IS LEVEL.  24 FEET SOUTH-SOUTHEAST OF THE
 KL0012'RAILROAD TRACKS AND 1.7 FEET HIGHER.  AND 118 FEET SOUTH-SOUTHEAST OF
 KL0012'THE SOUTHEAST EDGE OF STREAM AND 5.3 FEET HIGHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0573 ***********************************************************************
 LL0573  DESIGNATION -  E 2
 LL0573  PID         -  LL0573
 LL0573  STATE/COUNTY-  CO/LARIMER
 LL0573  USGS QUAD   -  GLEN HAVEN (1980)
 LL0573
 LL0573                         *CURRENT SURVEY CONTROL
 LL0573  ___________________________________________________________________
 LL0573* NAD 83(1986)-  40 24 29.     (N)    105 24 24.     (W)     SCALED    
 LL0573* NAVD 88     -      2125.840  (meters)    6974.53   (feet)  ADJUSTED  
 LL0573  ___________________________________________________________________
 LL0573  GEOID HEIGHT-         -13.40  (meters)                     GEOID03
 LL0573  DYNAMIC HT  -        2123.725 (meters)    6967.59  (feet)  COMP
 LL0573  MODELED GRAV-     979,554.1   (mgal)                       NAVD 88
 LL0573
 LL0573  VERT ORDER  -  SECOND    CLASS 0
 LL0573
 LL0573.The horizontal coordinates were scaled from a topographic map and have
 LL0573.an estimated accuracy of +/- 6 seconds.
 LL0573
 LL0573.The orthometric height was determined by differential leveling
 LL0573.and adjusted by the National Geodetic Survey in June 1991..
 LL0573
 LL0573.The geoid height was determined by GEOID03.
 LL0573
 LL0573.The dynamic height is computed by dividing the NAVD 88
 LL0573.geopotential number by the normal gravity value computed on the
 LL0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0573.degrees latitude (g = 980.6199 gals.).
 LL0573
 LL0573.The modeled gravity was interpolated from observed gravity values.
 LL0573
 LL0573;                    North         East    Units  Estimated Accuracy
 LL0573;SPC CO N     -   424,130.      922,320.      MT  (+/- 180 meters Scaled)
 LL0573
 LL0573                          SUPERSEDED SURVEY CONTROL
 LL0573
 LL0573  NGVD 29 (??/??/92) 2124.637  (m)         6970.58   (f) ADJ UNCH    2 0
 LL0573
 LL0573.Superseded values are not recommended for survey control.
 LL0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0573.See file dsdata.txt to determine how the superseded data were derived.
 LL0573
 LL0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE654731(NAD 83)
 LL0573_MARKER: DD = SURVEY DISK
 LL0573_SETTING: 66 = SET IN ROCK OUTCROP
 LL0573_SP_SET: LEDGE
 LL0573_STAMPING: E 2 1938 6968.786
 LL0573_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL0573+STABILITY: POSITION/ELEVATION WELL
 LL0573
 LL0573  HISTORY     - Date     Condition        Report By
 LL0573  HISTORY     - 1938     MONUMENTED       BOR
 LL0573  HISTORY     - 1938     GOOD             NGS
 LL0573
 LL0573                          STATION DESCRIPTION
 LL0573
 LL0573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 LL0573'8.2 MI E FROM ESTES PARK.
 LL0573'8.3 MILES NORTHEAST ALONG U.S. HIGHWAY 34 (BIG THOMPSON ROAD) FROM
 LL0573'THE POST OFFICE AT ESTES PARK, LARIMER COUNTY, ON A CUT-BANK 300
 LL0573'FEET EAST OF THE FOURTH HIGHWAY BRIDGE EAST OF ESTES PARK, 100
 LL0573'FEET EAST OF THE EAST SIDE OF A DEEP CUT, 35 FEET EAST OF A CONCRETE
 LL0573'HEAD WALL OF A CULVERT, 14 FEET NORTH OF THE NORTH SHOULDER OF THE
 LL0573'HIGHWAY, IN THE TOP OF A ROCK LEDGE, AND 1 FOOT HIGHER THAN THE
 LL0573'HIGHWAY.  A UNITED STATES BUREAU OF RECLAMATION STANDARD DISK,
 LL0573'STAMPED E 2 1938 6968.786.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0589 ***********************************************************************
 LL0589  DESIGNATION -  E 20
 LL0589  PID         -  LL0589
 LL0589  STATE/COUNTY-  CO/LARIMER
 LL0589  USGS QUAD   -  MASONVILLE (1984)
 LL0589
 LL0589                         *CURRENT SURVEY CONTROL
 LL0589  ___________________________________________________________________
 LL0589* NAD 83(1986)-  40 23 10.     (N)    105 11 33.     (W)     SCALED    
 LL0589* NAVD 88     -      1592.792  (meters)    5225.69   (feet)  ADJUSTED  
 LL0589  ___________________________________________________________________
 LL0589  GEOID HEIGHT-         -15.51  (meters)                     GEOID03
 LL0589  DYNAMIC HT  -        1591.387 (meters)    5221.08  (feet)  COMP
 LL0589  MODELED GRAV-     979,686.9   (mgal)                       NAVD 88
 LL0589
 LL0589  VERT ORDER  -  SECOND    CLASS 0
 LL0589
 LL0589.The horizontal coordinates were scaled from a topographic map and have
 LL0589.an estimated accuracy of +/- 6 seconds.
 LL0589
 LL0589.The orthometric height was determined by differential leveling
 LL0589.and adjusted by the National Geodetic Survey in June 1991..
 LL0589
 LL0589.The geoid height was determined by GEOID03.
 LL0589
 LL0589.The dynamic height is computed by dividing the NAVD 88
 LL0589.geopotential number by the normal gravity value computed on the
 LL0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0589.degrees latitude (g = 980.6199 gals.).
 LL0589
 LL0589.The modeled gravity was interpolated from observed gravity values.
 LL0589
 LL0589;                    North         East    Units  Estimated Accuracy
 LL0589;SPC CO N     -   421,740.      940,510.      MT  (+/- 180 meters Scaled)
 LL0589
 LL0589                          SUPERSEDED SURVEY CONTROL
 LL0589
 LL0589  NGVD 29 (??/??/92) 1591.780  (m)         5222.36   (f) ADJ UNCH    2 0
 LL0589
 LL0589.Superseded values are not recommended for survey control.
 LL0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0589.See file dsdata.txt to determine how the superseded data were derived.
 LL0589
 LL0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE836706(NAD 83)
 LL0589_MARKER: DD = SURVEY DISK
 LL0589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0589_STAMPING: E 20 1940 5220.514
 LL0589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0589+STABILITY: SURFACE MOTION
 LL0589
 LL0589  HISTORY     - Date     Condition        Report By
 LL0589  HISTORY     - 1940     MONUMENTED       BOR
 LL0589  HISTORY     - 1940     GOOD             NGS
 LL0589  HISTORY     - 1984     GOOD             NGS
 LL0589
 LL0589                          STATION DESCRIPTION
 LL0589
 LL0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LL0589'10.2 MI SW FROM LOVELAND.
 LL0589'8.2 MILES WEST ALONG U.S. HIGHWAY 34 FROM THE POST OFFICE AT
 LL0589'LOVELAND, LARIMER COUNTY, THENCE 2.0 MILES SOUTH ALONG STATE HIGHWAY
 LL0589'56, 1.0 MILE NORTH OF A BRIDGE OVER COTTONWOOD CREEK, 0.25 MILE
 LL0589'SOUTH OF THE INTERSECTION OF FIRST STREET (EXTENSION), 153.5 FEET
 LL0589'NORTH OF THE CENTER OF A U.S.B.R. POWER-TRANSMISSION LINE (LOVELAND
 LL0589'TO ESTES PARK), 25 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 LL0589'0.8 FOOT WEST OF THE WEST RIGHT-OF-WAY FENCE.  A UNITED STATES
 LL0589'BUREAU OF RECLAMATION STANDARD DISK, STAMPED E 20 1940 5520.514 AND
 LL0589'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 LL0589
 LL0589                          STATION RECOVERY (1984)
 LL0589
 LL0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0589'CHANGES TO THE ORIGINAL DESC: IT IS NOW 25.6 M (84 FT) NORTH FROM THE
 LL0589'CENTER OF A DIRT ROAD GOING WEST TO A HOUSE CALLED TRAILS END 7.0 M
 LL0589'(23 FT) WEST OF THE CENTERLINE OF THE PAVED ROAD AND UNDERNEATH THE
 LL0589'WESTERN RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0293 ***********************************************************************
 HL0293  DESIGNATION -  E 20
 HL0293  PID         -  HL0293
 HL0293  STATE/COUNTY-  CO/LA PLATA
 HL0293  USGS QUAD   -  ELECTRA LAKE (1960)
 HL0293
 HL0293                         *CURRENT SURVEY CONTROL
 HL0293  ___________________________________________________________________
 HL0293* NAD 83(1986)-  37 35 13.     (N)    107 46 49.     (W)     SCALED    
 HL0293* NAVD 88     -      2327.145  (meters)    7634.97   (feet)  POSTED    
 HL0293  ___________________________________________________________________
 HL0293  GEOID HEIGHT-         -16.35  (meters)                     GEOID03
 HL0293  DYNAMIC HT  -        2324.020 (meters)    7624.72  (feet)  COMP
 HL0293  MODELED GRAV-     979,204.4   (mgal)                       NAVD 88
 HL0293
 HL0293  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HL0293
 HL0293.The horizontal coordinates were scaled from a topographic map and have
 HL0293.an estimated accuracy of +/- 6 seconds.
 HL0293
 HL0293.The orthometric height was determined by differential leveling
 HL0293.and adjusted by the National Geodetic Survey in 1992..
 HL0293.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HL0293.rate of 0.0 thru 1.0 mm/km.
 HL0293
 HL0293.The geoid height was determined by GEOID03.
 HL0293
 HL0293.The dynamic height is computed by dividing the NAVD 88
 HL0293.geopotential number by the normal gravity value computed on the
 HL0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0293.degrees latitude (g = 980.6199 gals.).
 HL0293
 HL0293.The modeled gravity was interpolated from observed gravity values.
 HL0293
 HL0293;                    North         East    Units  Estimated Accuracy
 HL0293;SPC CO S     -   409,390.      713,030.      MT  (+/- 180 meters Scaled)
 HL0293
 HL0293                          SUPERSEDED SURVEY CONTROL
 HL0293
 HL0293  NGVD 29 (??/??/92) 2325.756  (m)         7630.42   (f) ADJ UNCH    1 2
 HL0293
 HL0293.Superseded values are not recommended for survey control.
 HL0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0293.See file dsdata.txt to determine how the superseded data were derived.
 HL0293
 HL0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB545636(NAD 83)
 HL0293_MARKER: DB = BENCH MARK DISK
 HL0293_SETTING: 66 = SET IN ROCK OUTCROP
 HL0293_SP_SET: GRANITE LEDGE
 HL0293_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0293+STABILITY: POSITION/ELEVATION WELL
 HL0293
 HL0293  HISTORY     - Date     Condition        Report By
 HL0293  HISTORY     - UNK      MONUMENTED       CGS
 HL0293  HISTORY     - 1928     GOOD             NGS
 HL0293
 HL0293                          STATION DESCRIPTION
 HL0293
 HL0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 HL0293'8 MI N FROM ROCKWOOD.
 HL0293'1.5 MILES SOUTHWEST OF CASCADE SECTION HOUSE, 1000 FT. SOUTHWEST OF
 HL0293'MILE POST NO. 477, 11 FT. EAST OF D. AND R. G. TRACKS, 1 FT. ABOVE THE
 HL0293'LEVEL OF THE TRACK, IN GRANITE LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0018 ***********************************************************************
 LL0018  DESIGNATION -  E 209
 LL0018  PID         -  LL0018
 LL0018  STATE/COUNTY-  CO/WELD
 LL0018  USGS QUAD   -  KEOTA (1972)
 LL0018
 LL0018                         *CURRENT SURVEY CONTROL
 LL0018  ___________________________________________________________________
 LL0018* NAD 83(1986)-  40 41 11.     (N)    104 03 40.     (W)     SCALED    
 LL0018* NAVD 88     -      1499.936  (meters)    4921.04   (feet)  ADJUSTED  
 LL0018  ___________________________________________________________________
 LL0018  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 LL0018  DYNAMIC HT  -        1498.716 (meters)    4917.04  (feet)  COMP
 LL0018  MODELED GRAV-     979,758.3   (mgal)                       NAVD 88
 LL0018
 LL0018  VERT ORDER  -  SECOND    CLASS 0
 LL0018
 LL0018.The horizontal coordinates were scaled from a topographic map and have
 LL0018.an estimated accuracy of +/- 6 seconds.
 LL0018
 LL0018.The orthometric height was determined by differential leveling
 LL0018.and adjusted by the National Geodetic Survey in June 1991..
 LL0018
 LL0018.The geoid height was determined by GEOID03.
 LL0018
 LL0018.The dynamic height is computed by dividing the NAVD 88
 LL0018.geopotential number by the normal gravity value computed on the
 LL0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0018.degrees latitude (g = 980.6199 gals.).
 LL0018
 LL0018.The modeled gravity was interpolated from observed gravity values.
 LL0018
 LL0018;                    North         East    Units  Estimated Accuracy
 LL0018;SPC CO N     -   456,020.    1,036,030.      MT  (+/- 180 meters Scaled)
 LL0018
 LL0018                          SUPERSEDED SURVEY CONTROL
 LL0018
 LL0018  NGVD 29 (??/??/92) 1499.177  (m)         4918.55   (f) ADJ UNCH    2 0
 LL0018
 LL0018.Superseded values are not recommended for survey control.
 LL0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0018.See file dsdata.txt to determine how the superseded data were derived.
 LL0018
 LL0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF793043(NAD 83)
 LL0018_MARKER: DB = BENCH MARK DISK
 LL0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0018_STAMPING: E 209 1934
 LL0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0018+STABILITY: SURFACE MOTION
 LL0018
 LL0018  HISTORY     - Date     Condition        Report By
 LL0018  HISTORY     - 1934     MONUMENTED       CGS
 LL0018
 LL0018                          STATION DESCRIPTION
 LL0018
 LL0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0018'1.4 MI SE FROM KEOTA.
 LL0018'1.4 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LL0018'RAILROAD FROM THE STATION AT KEOTA, WELD COUNTY, 0.3 MILE NORTHWEST
 LL0018'OF MILEPOST 280, 74.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 3.6
 LL0018'FEET LOWER THAN THE TRACK.  A STANARD DISK, STAMPED E 209 1934 AND
 LL0018'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0590 ***********************************************************************
 LL0590  DESIGNATION -  E 21
 LL0590  PID         -  LL0590
 LL0590  STATE/COUNTY-  CO/LARIMER
 LL0590  USGS QUAD   -  MASONVILLE (1984)
 LL0590
 LL0590                         *CURRENT SURVEY CONTROL
 LL0590  ___________________________________________________________________
 LL0590* NAD 83(1986)-  40 22 31.     (N)    105 11 30.     (W)     SCALED    
 LL0590* NAVD 88     -      1619.313  (meters)    5312.70   (feet)  ADJUSTED  
 LL0590  ___________________________________________________________________
 LL0590  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 LL0590  DYNAMIC HT  -        1617.878 (meters)    5307.99  (feet)  COMP
 LL0590  MODELED GRAV-     979,682.4   (mgal)                       NAVD 88
 LL0590
 LL0590  VERT ORDER  -  SECOND    CLASS 0
 LL0590
 LL0590.The horizontal coordinates were scaled from a topographic map and have
 LL0590.an estimated accuracy of +/- 6 seconds.
 LL0590
 LL0590.The orthometric height was determined by differential leveling
 LL0590.and adjusted by the National Geodetic Survey in June 1991..
 LL0590
 LL0590.The geoid height was determined by GEOID03.
 LL0590
 LL0590.The dynamic height is computed by dividing the NAVD 88
 LL0590.geopotential number by the normal gravity value computed on the
 LL0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0590.degrees latitude (g = 980.6199 gals.).
 LL0590
 LL0590.The modeled gravity was interpolated from observed gravity values.
 LL0590
 LL0590;                    North         East    Units  Estimated Accuracy
 LL0590;SPC CO N     -   420,530.      940,590.      MT  (+/- 180 meters Scaled)
 LL0590
 LL0590                          SUPERSEDED SURVEY CONTROL
 LL0590
 LL0590  NGVD 29 (??/??/92) 1618.299  (m)         5309.37   (f) ADJ UNCH    2 0
 LL0590
 LL0590.Superseded values are not recommended for survey control.
 LL0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0590.See file dsdata.txt to determine how the superseded data were derived.
 LL0590
 LL0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE837694(NAD 83)
 LL0590_MARKER: DD = SURVEY DISK
 LL0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0590_STAMPING: E 21 1940 5307.518
 LL0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0590+STABILITY: SURFACE MOTION
 LL0590
 LL0590  HISTORY     - Date     Condition        Report By
 LL0590  HISTORY     - 1940     MONUMENTED       BOR
 LL0590  HISTORY     - 1940     GOOD             NGS
 LL0590  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0590
 LL0590                          STATION DESCRIPTION
 LL0590
 LL0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LL0590'11 MI SW FROM LOVELAND.
 LL0590'8.2 MILES WEST ALONG U.S. HIGHWAY 34 FROM THE POST OFFICE AT
 LL0590'LOVELAND, LARIMER COUNTY, THENCE 2.8 MILES SOUTH ALONG STATE HIGHWAY
 LL0590'56, 0.7 MILE SOUTH OF THE INTERSECTION OF BALD MOUNTAIN ROAD, 0.5
 LL0590'MILE NORTH OF THE ENTRANCE TO KISTLERS (6 C 6) RANCH HOUSE, 26 FEET
 LL0590'EAST OF THE CENTERLINE OF THE ROAD, 1.7 FEET WEST OF THE EAST
 LL0590'RIGHT-OF-WAY FENCE, AND 0.3 FOOT LOWER THAN THE ROAD.  A UNITED STATES
 LL0590'BUREAU OF RECLAMATION STANDARD DISK, STAMPED E 21 1940 5307.518 AND
 LL0590'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 LL0590
 LL0590                          STATION RECOVERY (1984)
 LL0590
 LL0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0590'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0591 ***********************************************************************
 LL0591  DESIGNATION -  E 22
 LL0591  PID         -  LL0591
 LL0591  STATE/COUNTY-  CO/LARIMER
 LL0591  USGS QUAD   -  CARTER LAKE RESERVOIR (1971)
 LL0591
 LL0591                         *CURRENT SURVEY CONTROL
 LL0591  ___________________________________________________________________
 LL0591* NAD 83(1986)-  40 21 48.     (N)    105 11 17.     (W)     SCALED    
 LL0591* NAVD 88     -      1642.736  (meters)    5389.54   (feet)  ADJUSTED  
 LL0591  ___________________________________________________________________
 LL0591  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 LL0591  DYNAMIC HT  -        1641.275 (meters)    5384.75  (feet)  COMP
 LL0591  MODELED GRAV-     979,677.9   (mgal)                       NAVD 88
 LL0591
 LL0591  VERT ORDER  -  SECOND    CLASS 0
 LL0591
 LL0591.The horizontal coordinates were scaled from a topographic map and have
 LL0591.an estimated accuracy of +/- 6 seconds.
 LL0591
 LL0591.The orthometric height was determined by differential leveling
 LL0591.and adjusted by the National Geodetic Survey in June 1991..
 LL0591
 LL0591.The geoid height was determined by GEOID03.
 LL0591
 LL0591.The dynamic height is computed by dividing the NAVD 88
 LL0591.geopotential number by the normal gravity value computed on the
 LL0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0591.degrees latitude (g = 980.6199 gals.).
 LL0591
 LL0591.The modeled gravity was interpolated from observed gravity values.
 LL0591
 LL0591;                    North         East    Units  Estimated Accuracy
 LL0591;SPC CO N     -   419,210.      940,900.      MT  (+/- 180 meters Scaled)
 LL0591
 LL0591                          SUPERSEDED SURVEY CONTROL
 LL0591
 LL0591  NGVD 29 (??/??/92) 1641.720  (m)         5386.21   (f) ADJ UNCH    2 0
 LL0591
 LL0591.Superseded values are not recommended for survey control.
 LL0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0591.See file dsdata.txt to determine how the superseded data were derived.
 LL0591
 LL0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE840681(NAD 83)
 LL0591_MARKER: DD = SURVEY DISK
 LL0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0591_STAMPING: E 22 1940 5384.360
 LL0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0591+STABILITY: SURFACE MOTION
 LL0591
 LL0591  HISTORY     - Date     Condition        Report By
 LL0591  HISTORY     - 1940     MONUMENTED       BOR
 LL0591  HISTORY     - 1940     GOOD             NGS
 LL0591  HISTORY     - 1984     GOOD             NGS
 LL0591
 LL0591                          STATION DESCRIPTION
 LL0591
 LL0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LL0591'11.8 MI SW FROM LOVELAND.
 LL0591'8.2 MILES WEST ALONG U.S. HIGHWAY 34 FROM THE POST OFFICE AT
 LL0591'LOVELAND, LARIMER COUNTY, THENCE 3.6 MILES SOUTH ALONG STATE HIGHWAY
 LL0591'56, 0.3 MILE SOUTH OF THE ENTRANCE TO KISTLERS (6 C 6) RANCH HOUSE,
 LL0591'35 FEET WEST OF THE CENTERLINE OF THE ROAD, AT A FENCE CORNER, 1.7
 LL0591'FEET WEST OF THE WEST RIGHT-OF-WAY FENCE, 1.3 FEET SOUTH OF A DRIFT
 LL0591'FENCE, AND 1 FOOT HIGHER THAN THE ROAD.  A UNITED STATES BUREAU OF
 LL0591'RECLAMATION STANDARD DISK, STAMPED E 22 1940 5384.360 AND SET IN
 LL0591'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 LL0591
 LL0591                          STATION RECOVERY (1984)
 LL0591
 LL0591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0132 ***********************************************************************
 HK0132  DESIGNATION -  E 22
 HK0132  PID         -  HK0132
 HK0132  STATE/COUNTY-  CO/HUERFANO
 HK0132  USGS QUAD   -  HUERFANO BUTTE (1969)
 HK0132
 HK0132                         *CURRENT SURVEY CONTROL
 HK0132  ___________________________________________________________________
 HK0132* NAD 83(1992)-  37 47 30.50134(N)    104 45 39.38869(W)     ADJUSTED  
 HK0132* NAVD 88     -      1762.565  (meters)    5782.68   (feet)  ADJUSTED  
 HK0132  ___________________________________________________________________
 HK0132  X           -  -1,286,163.284 (meters)                     COMP
 HK0132  Y           -  -4,881,404.143 (meters)                     COMP
 HK0132  Z           -   3,888,277.581 (meters)                     COMP
 HK0132  LAPLACE CORR-          -7.47  (seconds)                    DEFLEC99
 HK0132  ELLIP HEIGHT-        1744.61  (meters)          (10/21/02) GPS OBS
 HK0132  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 HK0132  DYNAMIC HT  -        1760.565 (meters)    5776.12  (feet)  COMP
 HK0132  MODELED GRAV-     979,432.7   (mgal)                       NAVD 88
 HK0132
 HK0132  HORZ ORDER  -  FIRST
 HK0132  VERT ORDER  -  FIRST     CLASS II
 HK0132  ELLP ORDER  -  FIFTH     CLASS I
 HK0132
 HK0132.The horizontal coordinates were established by GPS observations
 HK0132.and adjusted by the National Geodetic Survey in June 2000..
 HK0132
 HK0132.The orthometric height was determined by differential leveling
 HK0132.and adjusted by the National Geodetic Survey in June 1991..
 HK0132
 HK0132.Photographs are available for this station.
 HK0132
 HK0132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HK0132
 HK0132.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0132
 HK0132.The ellipsoidal height was determined by GPS observations
 HK0132.and is referenced to NAD 83.
 HK0132
 HK0132.The geoid height was determined by GEOID03.
 HK0132
 HK0132.The dynamic height is computed by dividing the NAVD 88
 HK0132.geopotential number by the normal gravity value computed on the
 HK0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0132.degrees latitude (g = 980.6199 gals.).
 HK0132
 HK0132.The modeled gravity was interpolated from observed gravity values.
 HK0132
 HK0132;                    North         East     Units Scale Factor Converg.
 HK0132;SPC CO S     -   429,930.343   979,494.044   MT  0.99994567   +0 27 12.0
 HK0132;SPC CO S     - 1,410,529.80  3,213,556.71   sFT  0.99994567   +0 27 12.0
 HK0132;UTM  13      - 4,182,742.772   521,047.928   MT  0.99960546   +0 08 47.4
 HK0132
 HK0132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0132!SPC CO S     -   0.99972631  x   0.99994567  =   0.99967200
 HK0132!UTM  13      -   0.99972631  x   0.99960546  =   0.99933188
 HK0132
 HK0132                          SUPERSEDED SURVEY CONTROL
 HK0132
 HK0132  ELLIP H (06/30/00) 1744.62   (m)                       GP(       ) 1 1
 HK0132  NGVD 29 (??/??/92) 1761.635  (m)         5779.63   (f) ADJ UNCH    1 2
 HK0132
 HK0132.Superseded values are not recommended for survey control.
 HK0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0132.See file dsdata.txt to determine how the superseded data were derived.
 HK0132
 HK0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB2104882743(NAD 83)
 HK0132_MARKER: DB = BENCH MARK DISK
 HK0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0132_STAMPING: 5779.631 E 22 1929
 HK0132_MARK LOGO: CGS   
 HK0132_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HK0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0132+STABILITY: SURFACE MOTION
 HK0132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HK0132+SATELLITE: SATELLITE OBSERVATIONS - April 20, 1999
 HK0132
 HK0132  HISTORY     - Date     Condition        Report By
 HK0132  HISTORY     - 1929     MONUMENTED       CGS
 HK0132  HISTORY     - 1935     GOOD             NGS
 HK0132  HISTORY     - 1982     GOOD             NGS
 HK0132  HISTORY     - 1982     GOOD             NGS
 HK0132  HISTORY     - 19990420 GOOD             MSAM
 HK0132
 HK0132                          STATION DESCRIPTION
 HK0132
 HK0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HK0132'13.7 MI N FROM WALSENBURG.
 HK0132'13.7 MILES NORTH ALONG THE COLORADO AND SOUTHERN RAILWAY FROM THE
 HK0132'STATION AT WALSENBURG, HUERFANO COUNTY, 3.0 MILES SOUTH OF THE
 HK0132'STATION AT LASCAR, 0.3 MILE SOUTH OF STEEL BRIDGE 157.51 OVER
 HK0132'HUERFANO RIVER, 0.2 MILE NORTH OF MILEPOST 158, 100 FEET SOUTH OF
 HK0132'A PRIVATE-ROAD CROSSING, 90.5 FEET WEST OF THE CENTERLINE OF THE
 HK0132'WEST TRACK, 10 FEET EAST OF THE RUTS OF AN OLD WAGON ROAD, IN A FENCE
 HK0132'CORNER AT A JOG IN THE FENCE, 2.5 FEET EAST OF THE NORTH-AND-SOUTH
 HK0132'FENCE, 2 FEET NORTH OF THE EAST-AND-WEST SECTION OF THE RIGHT-OF-WAY
 HK0132'FENCE, AND 4 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 HK0132'5779.631 E 22 1929 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HK0132'10 INCHES ABOVE GROUND.
 HK0132
 HK0132                          STATION RECOVERY (1982)
 HK0132
 HK0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HK0132'A WITNESS POST WAS ADDED AND SLIGHT, CHANGES MADE TO THE DESCRIPTION.
 HK0132'ABOUT 22.0 KM (13.7 MI) NORTH ALONG THE OLD COLORADO AND SOUTHERN
 HK0132'RAILWAY FROM THE STATION AT WALSENBURG, HUEREANO COUNTY, 4.8 KM SOUTH
 HK0132'OF THE STATION AT LASCAR, 0.5 KM (0.3 MI) SOUTH OF STEEL BRIDGE
 HK0132'157.51 OVER THE HUERFANO RIVER, 0.3 KM (0.2 MI) NORTH OF MILEPOST
 HK0132'158, 30 M (100 FT) SOUTH OF A PRIVATE ROAD CROSSING, 28 M (92 FT)
 HK0132'WEST OF THE CENTERLINE OF THE WEST TRACK, 3.0 M (10 FT) EAST OF THE
 HK0132'RUTS OF AN OLD WAGON ROAD, IN A FENCE CORNER AT A JOG IN THE FENCE,
 HK0132'0.8 M (2.5 FT) EAST OF THE NORTH-SOUTH FENCE, 0.6 M (2 FT) NORTH OF
 HK0132'THE EAST-WEST SECTION OF THE RIGHT OF WAY FENCE.
 HK0132
 HK0132                          STATION RECOVERY (1982)
 HK0132
 HK0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 HK0132'A WITNESS POST WAS ADDED AND SLIGHT, CHANGES MADE TO THE DESCRIPTION.
 HK0132'ABOUT 22.0 KM (13.7 MI) NORTH ALONG THE OLD COLORADO AND SOUTHERN
 HK0132'RAILWAY FROM THE STATION AT WALSENBURG, HUEREANO COUNTY, 4.8 KM SOUTH
 HK0132'OF THE STATION AT LASCAR, 0.5 KM (0.3 MI) SOUTH OF STEEL BRIDGE
 HK0132'157.51 OVER THE HUERFANO RIVER, 0.3 KM (0.2 MI) NORTH OF MILEPOST
 HK0132'158, 30 M (100 FT) SOUTH OF A PRIVATE ROAD CROSSING, 28 M (92 FT)
 HK0132'WEST OF THE CENTERLINE OF THE WEST TRACK, 3.0 M (10 FT) EAST OF THE
 HK0132'RUTS OF AN OLD WAGON ROAD, IN A FENCE CORNER AT A JOG IN THE FENCE,
 HK0132'0.8 M (2.5 FT) EAST OF THE NORTH-SOUTH FENCE, 0.6 M (2 FT) NORTH OF
 HK0132'THE EAST-WEST SECTION OF THE RIGHT OF WAY FENCE.
 HK0132
 HK0132                          STATION RECOVERY (1999)
 HK0132
 HK0132'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 HK0132'THE STATION IS LOCATED ABOUT 50 KM (31.05 MI) SOUTHWEST OF PUEBLO AND
 HK0132'22 KM (13.65 MI) NORTHWEST ON WALSENBURG COLORADO.  IT IS WEST OF THE
 HK0132'RAILROAD TRACKS.  OWNERSHIP--RAILROAD RIGHT-OF-WAY
 HK0132'TO REACH THE STATION FROM INTERSTATE HIGHWAY 25 AT EXIT 52 AT
 HK0132'WALSENBURG, GO NORTH ON INTERSTATE HIGHWAY 25 FOR 3.9 MI (6.3 KM) TO
 HK0132'EXIT 56 (REDROCK ROAD) .  EXIT RIGHT, EAST, FOR 0.05 MI (0.08 KM) TO A
 HK0132'FRONTAGE ROAD.  TURN LEFT, NORTH, ON REDROCK ROAD FOR 0.65 MI (1.05
 HK0132'KM) TO A BEND IN THE ROAD, RIGHT.  FOLLOW THE ROAD, RIGHT, EAST, FOR
 HK0132'1.05 MI (1.69 KM) TO A BEND IN THE ROAD LEFT.  FOLLOW THE ROAD LEFT,
 HK0132'NORTH, FOR 2.4 MI (3.9 KM) TO A SIDE ROAD RIGHT.  TURN RIGHT, EAST,
 HK0132'FOR 1.0 MI (1.6 KM) TO A CATTLE GUARD.  CONTINUE EAST, FOR 1.0 MI (1.6
 HK0132'KM) TO A CATTLE GUARD.  CONTINUE EAST, FOR 0.2 MI (0.3 KM) TO A BEND
 HK0132'IN THE ROAD LEFT.  FOLLOW THE ROAD LEFT, NORTH, FOR 1.8 MI (2.9 KM) TO
 HK0132'A BEND IN THE ROAD RIGHT.  CONTINUE NORTH, ON A TWO TRACK ROAD FOR 1.2
 HK0132'MI (1.9 KM) TO A SIDE ROAD RIGHT THAT CROSSES THE RAILROAD TRACKS AND
 HK0132'THE STATION ON THE RIGHT
 HK0132'THE MARK IS A US COAST AND GEODETIC SURVEY BRASS BENCHMARK DISK SET IN
 HK0132'THE TOP CENTER OF A 25-CM SQUARE CONCRETE POST, PROJECTING 25-CM ABOVE
 HK0132'THE GROUND.  IT IS 0.2 MI (0.3 KM) NORTH OF MILEPOST 158, 30 M (98.4
 HK0132'FT) SOUTH OF THE CENTER OF A TWO TRACK ROAD CROSSING THE TRACKS, 28 M
 HK0132'(91.9 FT) WEST OF THE CENTER OF THE WEST TRACK, 7.1 M (23.3 FT)
 HK0132'SOUTHWEST OF A FENCE CORNER, 5.5 M (18.0 FT) SOUTHEAST OF A FENCE
 HK0132'CORNER AND 0.8 M (2.6 FT) SOUTHEAST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0592 ***********************************************************************
 LL0592  DESIGNATION -  E 23
 LL0592  PID         -  LL0592
 LL0592  STATE/COUNTY-  CO/LARIMER
 LL0592  USGS QUAD   -  CARTER LAKE RESERVOIR (1971)
 LL0592
 LL0592                         *CURRENT SURVEY CONTROL
 LL0592  ___________________________________________________________________
 LL0592* NAD 83(1986)-  40 21 21.     (N)    105 11 51.     (W)     SCALED    
 LL0592* NAVD 88     -      1685.144  (meters)    5528.68   (feet)  ADJUSTED  
 LL0592  ___________________________________________________________________
 LL0592  GEOID HEIGHT-         -15.56  (meters)                     GEOID03
 LL0592  DYNAMIC HT  -        1683.640 (meters)    5523.74  (feet)  COMP
 LL0592  MODELED GRAV-     979,673.0   (mgal)                       NAVD 88
 LL0592
 LL0592  VERT ORDER  -  SECOND    CLASS 0
 LL0592
 LL0592.The horizontal coordinates were scaled from a topographic map and have
 LL0592.an estimated accuracy of +/- 6 seconds.
 LL0592
 LL0592.The orthometric height was determined by differential leveling
 LL0592.and adjusted by the National Geodetic Survey in June 1991..
 LL0592
 LL0592.The geoid height was determined by GEOID03.
 LL0592
 LL0592.The dynamic height is computed by dividing the NAVD 88
 LL0592.geopotential number by the normal gravity value computed on the
 LL0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0592.degrees latitude (g = 980.6199 gals.).
 LL0592
 LL0592.The modeled gravity was interpolated from observed gravity values.
 LL0592
 LL0592;                    North         East    Units  Estimated Accuracy
 LL0592;SPC CO N     -   418,370.      940,100.      MT  (+/- 180 meters Scaled)
 LL0592
 LL0592                          SUPERSEDED SURVEY CONTROL
 LL0592
 LL0592  NGVD 29 (??/??/92) 1684.128  (m)         5525.34   (f) ADJ UNCH    2 0
 LL0592
 LL0592.Superseded values are not recommended for survey control.
 LL0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0592.See file dsdata.txt to determine how the superseded data were derived.
 LL0592
 LL0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE832672(NAD 83)
 LL0592_MARKER: DD = SURVEY DISK
 LL0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0592_STAMPING: E 23 1940 5523.491
 LL0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0592+STABILITY: SURFACE MOTION
 LL0592
 LL0592  HISTORY     - Date     Condition        Report By
 LL0592  HISTORY     - 1940     MONUMENTED       BOR
 LL0592  HISTORY     - 1940     GOOD             NGS
 LL0592
 LL0592                          STATION DESCRIPTION
 LL0592
 LL0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LL0592'12.8 MI SW FROM LOVELAND.
 LL0592'8.2 MILES WEST ALONG U.S. HIGHWAY 34 FROM THE POST OFFICE AT LOVELAND,
 LL0592'LARIMER COUNTY, THENCE 3.2 MILES SOUTH ALONG STATE HGIHWAY 56, AND
 LL0592'THENCE 1.2 MILES SOUTHWEST ALONG A FIELD ROAD THROUGH KISTLERS
 LL0592'(6 C 6) RANCH, ON A SMALL GRASS SLOPE BETWEEN HOGBACKS, 600 FEET
 LL0592'NORTH OF A SWITCH-BACK IN THE ROAD, 283 FEET SOUTH OF A SIDE DRAW
 LL0592'FROM THE WEST, 111 FEET WEST OF THE CENTER OF THE MAIN GULLY, 25.5
 LL0592'FEET WEST OF THE CENTERLINE OF THE ROAD, AND 3.2 FEET HIGHER THAN
 LL0592'THE ROAD.  A UNITED STATES BUREAU OF RECLAMATION STANDARD DISK,
 LL0592'STAMPED E 23 1940 5523.491 AND SET IN THE TOP OF A CONCRETE POST
 LL0592'PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0188 ***********************************************************************
 KK0188  DESIGNATION -  E 23
 KK0188  PID         -  KK0188
 KK0188  STATE/COUNTY-  CO/DOUGLAS
 KK0188  USGS QUAD   -  DAWSON BUTTE (1994)
 KK0188
 KK0188                         *CURRENT SURVEY CONTROL
 KK0188  ___________________________________________________________________
 KK0188* NAD 83(1986)-  39 16 53.     (N)    104 53 32.     (W)     SCALED    
 KK0188* NAVD 88     -      1994.716  (meters)    6544.33   (feet)  POSTED    
 KK0188  ___________________________________________________________________
 KK0188  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 KK0188  DYNAMIC HT  -        1992.570 (meters)    6537.29  (feet)  COMP
 KK0188  MODELED GRAV-     979,480.9   (mgal)                       NAVD 88
 KK0188
 KK0188  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 KK0188
 KK0188.The horizontal coordinates were scaled from a topographic map and have
 KK0188.an estimated accuracy of +/- 6 seconds.
 KK0188
 KK0188.The orthometric height was determined by differential leveling
 KK0188.and adjusted by the National Geodetic Survey in 1992..
 KK0188.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 KK0188.rate of 3.1 thru 4.0 mm/km.
 KK0188
 KK0188.The geoid height was determined by GEOID03.
 KK0188
 KK0188.The dynamic height is computed by dividing the NAVD 88
 KK0188.geopotential number by the normal gravity value computed on the
 KK0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0188.degrees latitude (g = 980.6199 gals.).
 KK0188
 KK0188.The modeled gravity was interpolated from observed gravity values.
 KK0188
 KK0188;                    North         East    Units  Estimated Accuracy
 KK0188;SPC CO C     -   465,720.      966,840.      MT  (+/- 180 meters Scaled)
 KK0188
 KK0188                          SUPERSEDED SURVEY CONTROL
 KK0188
 KK0188  NGVD 29 (??/??/92) 1993.592  (m)         6540.64   (f) ADJ UNCH    1 2
 KK0188
 KK0188.Superseded values are not recommended for survey control.
 KK0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0188.See file dsdata.txt to determine how the superseded data were derived.
 KK0188
 KK0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED092480(NAD 83)
 KK0188_MARKER: DB = BENCH MARK DISK
 KK0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0188_STAMPING: E 23 1929
 KK0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0188+STABILITY: SURFACE MOTION
 KK0188
 KK0188  HISTORY     - Date     Condition        Report By
 KK0188  HISTORY     - 1929     MONUMENTED       CGS
 KK0188  HISTORY     - 1954     GOOD             NGS
 KK0188
 KK0188                          STATION DESCRIPTION
 KK0188
 KK0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 KK0188'6.7 MI S FROM CASTLE ROCK.
 KK0188'6.7 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KK0188'FROM THE STATION AT CASTLE ROCK, DOUGLAS COUNTY, 950 FEET SOUTH OF
 KK0188'MILEPOST D 39, NEAR UPTON RANCH, AT A ROAD CROSSING (A WAGON ROAD
 KK0188'IN 1934), 48 FEET WEST OF THE CENTER LINE OF THE TRACK, 10 FEET
 KK0188'NORTH OF THE CENTER LINE OF THE ROAD, 5 FEET NORTH OF THE GATEPOST OF
 KK0188'A GATE IN THE WEST RIGHT-OF-WAY FENCE, 1 FOOT EAST OF THE FENCE,
 KK0188'AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED E
 KK0188'23 1929 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 KK0188'ABOVE GROUND.
 KK0188
 KK0188                          STATION RECOVERY (1954)
 KK0188
 KK0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 KK0188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0596 ***********************************************************************
 LL0596  DESIGNATION -  E 24
 LL0596  PID         -  LL0596
 LL0596  STATE/COUNTY-  CO/LARIMER
 LL0596  USGS QUAD   -  CARTER LAKE RESERVOIR (1971)
 LL0596
 LL0596                         *CURRENT SURVEY CONTROL
 LL0596  ___________________________________________________________________
 LL0596* NAD 83(1986)-  40 19 35.     (N)    105 12 43.     (W)     SCALED    
 LL0596* NAVD 88     -      1680.770  (meters)    5514.33   (feet)  ADJUSTED  
 LL0596  ___________________________________________________________________
 LL0596  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 LL0596  DYNAMIC HT  -        1679.257 (meters)    5509.36  (feet)  COMP
 LL0596  MODELED GRAV-     979,665.9   (mgal)                       NAVD 88
 LL0596
 LL0596  VERT ORDER  -  SECOND    CLASS 0
 LL0596
 LL0596.The horizontal coordinates were scaled from a topographic map and have
 LL0596.an estimated accuracy of +/- 6 seconds.
 LL0596
 LL0596.The orthometric height was determined by differential leveling
 LL0596.and adjusted by the National Geodetic Survey in June 1991..
 LL0596
 LL0596.The geoid height was determined by GEOID03.
 LL0596
 LL0596.The dynamic height is computed by dividing the NAVD 88
 LL0596.geopotential number by the normal gravity value computed on the
 LL0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0596.degrees latitude (g = 980.6199 gals.).
 LL0596
 LL0596.The modeled gravity was interpolated from observed gravity values.
 LL0596
 LL0596;                    North         East    Units  Estimated Accuracy
 LL0596;SPC CO N     -   415,100.      938,880.      MT  (+/- 180 meters Scaled)
 LL0596
 LL0596                          SUPERSEDED SURVEY CONTROL
 LL0596
 LL0596  NGVD 29 (??/??/92) 1679.748  (m)         5510.97   (f) ADJ UNCH    2 0
 LL0596
 LL0596.Superseded values are not recommended for survey control.
 LL0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0596.See file dsdata.txt to determine how the superseded data were derived.
 LL0596
 LL0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE819640(NAD 83)
 LL0596_MARKER: DD = SURVEY DISK
 LL0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0596_STAMPING: E 24 1940 5509.122
 LL0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0596+STABILITY: SURFACE MOTION
 LL0596
 LL0596  HISTORY     - Date     Condition        Report By
 LL0596  HISTORY     - 1940     MONUMENTED       BOR
 LL0596  HISTORY     - 1959     GOOD             NGS
 LL0596
 LL0596                          STATION DESCRIPTION
 LL0596
 LL0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LL0596'7.9 MI W FROM BERTHOUD.
 LL0596'4.0 MILES WEST ALONG U.S. HIGHWAY 287, STATE HIGHWAY 56 AND A
 LL0596'COUNTY ROAD FROM THE POST OFFICE AT BERTHOUD, LARIMER COUNTY, THENCE
 LL0596'0.6 MILE NORTH ALONG A COUNTY ROAD, AND THENCE 3.4 MILES WEST ALONG
 LL0596'A WINDING COUNTY ROAD TO THE EAST EDGE OF A HOGBACK, 0.5 MILE
 LL0596'NORTHWEST OF A RANCH HOUSE, 250 FEET SOUTHEAST OF THE MOUTH OF A
 LL0596'SMALL CANYON, THROUGH A HOGBACK, 250 FEET SOUTH OF THE CENTER OF A
 LL0596'SMALL CREEK, 31 FEET WEST OF THE WEST SHOULDER OF THE ROAD, AND AT
 LL0596'A ROAD BEND.  A UNITED STATES BUREAU OF RECLAMATION STANDARD DISK,
 LL0596'STAMPED E 24 1940 5509.122 AND SET IN THE TOP OF A CONCRETE POST
 LL0596'PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0239 ***********************************************************************
 JK0239  DESIGNATION -  E 24
 JK0239  PID         -  JK0239
 JK0239  STATE/COUNTY-  CO/EL PASO
 JK0239  USGS QUAD   -  FALCON (1975)
 JK0239
 JK0239                         *CURRENT SURVEY CONTROL
 JK0239  ___________________________________________________________________
 JK0239* NAD 83(1992)-  38 57 19.11379(N)    104 34 44.20384(W)     ADJUSTED  
 JK0239* NAVD 88     -      2103.715  (meters)    6901.94   (feet)  ADJUSTED  
 JK0239  ___________________________________________________________________
 JK0239  X           -  -1,250,531.534 (meters)                     COMP
 JK0239  Y           -  -4,808,107.022 (meters)                     COMP
 JK0239  Z           -   3,989,771.643 (meters)                     COMP
 JK0239  LAPLACE CORR-          -7.81  (seconds)                    DEFLEC99
 JK0239  ELLIP HEIGHT-        2086.03  (meters)          (12/03/02) GPS OBS
 JK0239  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 JK0239  DYNAMIC HT  -        2101.376 (meters)    6894.26  (feet)  COMP
 JK0239  MODELED GRAV-     979,440.5   (mgal)                       NAVD 88
 JK0239
 JK0239  HORZ ORDER  -  FIRST
 JK0239  VERT ORDER  -  SECOND    CLASS 0
 JK0239  ELLP ORDER  -  FOURTH    CLASS II
 JK0239
 JK0239.The horizontal coordinates were established by GPS observations
 JK0239.and adjusted by the National Geodetic Survey in October 1997..
 JK0239
 JK0239.The orthometric height was determined by differential leveling
 JK0239.and adjusted by the National Geodetic Survey in June 1991..
 JK0239
 JK0239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK0239
 JK0239.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0239
 JK0239.The ellipsoidal height was determined by GPS observations
 JK0239.and is referenced to NAD 83.
 JK0239
 JK0239.The geoid height was determined by GEOID03.
 JK0239
 JK0239.The dynamic height is computed by dividing the NAVD 88
 JK0239.geopotential number by the normal gravity value computed on the
 JK0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0239.degrees latitude (g = 980.6199 gals.).
 JK0239
 JK0239.The modeled gravity was interpolated from observed gravity values.
 JK0239
 JK0239;                    North         East     Units Scale Factor Converg.
 JK0239;SPC CO C     -   429,752.472   994,233.407   MT  0.99993913   +0 34 51.2
 JK0239;SPC CO C     - 1,409,946.24  3,261,914.10   sFT  0.99993913   +0 34 51.2
 JK0239;UTM  13      - 4,311,901.518   536,482.841   MT  0.99961639   +0 15 53.0
 JK0239
 JK0239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0239!SPC CO C     -   0.99967282  x   0.99993913  =   0.99961196
 JK0239!UTM  13      -   0.99967282  x   0.99961639  =   0.99928933
 JK0239
 JK0239                          SUPERSEDED SURVEY CONTROL
 JK0239
 JK0239  ELLIP H (10/31/97) 2086.03   (m)                       GP(       ) 4 1
 JK0239  NGVD 29 (??/??/92) 2102.574  (m)         6898.19   (f) ADJ UNCH    2 0
 JK0239
 JK0239.Superseded values are not recommended for survey control.
 JK0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0239.See file dsdata.txt to determine how the superseded data were derived.
 JK0239
 JK0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED3648311902(NAD 83)
 JK0239_MARKER: DB = BENCH MARK DISK
 JK0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0239_STAMPING: E 24 1929
 JK0239_MARK LOGO: CGS   
 JK0239_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0239+STABILITY: SURFACE MOTION
 JK0239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0239+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1997
 JK0239
 JK0239  HISTORY     - Date     Condition        Report By
 JK0239  HISTORY     - 1929     MONUMENTED       CGS
 JK0239  HISTORY     - 1935     GOOD             NGS
 JK0239  HISTORY     - 1981     GOOD             NGS
 JK0239  HISTORY     - 19960808 GOOD             USPSQD
 JK0239  HISTORY     - 19970121 GOOD             CODOT
 JK0239
 JK0239                          STATION DESCRIPTION
 JK0239
 JK0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JK0239'2.3 MI NE FROM FALCON.
 JK0239'2.3 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JK0239'RAILROAD FROM THE STATION AT FALCON, 2-1/2 POLES NORTHEAST OF
 JK0239'MILE-POST 589, 175 FEET NORTHWEST OF U.S. HIGHWAY 24, 150 FEET
 JK0239'NORTHEAST OF THE NORTHEAST END OF BRIDGE 589.0, AT A ROAD CROSSING,
 JK0239'73 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 48 FEET NORTHWEST
 JK0239'OF THE CENTERLINE OF THE TRACK, 2.5 FEET EAST OF A CORNER FENCE POST,
 JK0239'1 FOOT SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY FENCE, AND ABOUT 1/2
 JK0239'FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED E 24 1929 AND SET
 JK0239'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE GROUND.
 JK0239
 JK0239                          STATION RECOVERY (1981)
 JK0239
 JK0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JK0239'A WITNESS POST ADDED TO PROTECT THE MONUMENT AND THE MARK CAN NOW BE
 JK0239'FOUND AT THE INTERSECTION OF U.S. HIGHWAY 24 AND THE JUDGE ORR RD.
 JK0239'THE 1935 DESCRIPTION IS ADEQUATE WITH THE ABOVE ADDITIONS. THE
 JK0239'RAILROAD TRACKS HAVE BEEN ABANDONED AT THIS TIME.
 JK0239
 JK0239                          STATION RECOVERY (1996)
 JK0239
 JK0239'RECOVERY NOTE BY US POWER SQUADRON 1996
 JK0239'RECOVERED IN GOOD CONDITION.
 JK0239
 JK0239                          STATION RECOVERY (1997)
 JK0239
 JK0239'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 JK0239'THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) SOUTHWEST OF PEYTON, 2 MI
 JK0239'(3.2 KM) NORTHEAST OF FALCON AND ON U.  S.  HIGHWAY 24, IN THE
 JK0239'SOUTHEAST 1/4 OF SECTION 32, T 12 S, R 64 W, AND AT U.  S.  HIGHWAY 24
 JK0239'MILEPOST 322.45.  OWNERSHIP--EL PASO COUNTY PARK PROPERTY  TO REACH
 JK0239'THE STATION, GO TO THE INTERSECTION OF U.  S.  HIGHWAY 24 AND JUDGE
 JK0239'ORR ROAD AND THE STATION IN THE NORTHEAST CORNER OF THE INTERSECTION
 JK0239'THE STATION IS A STANDARD DISK SET IN A 25 CM SQUARE CONCRETE POST,
 JK0239'PROJECTING 30 CM ABOVE THE GROUND.  IT IS 26.8 M (87.9 FT)
 JK0239'EAST-NORTHEAST FROM JUDGE ORR ROAD, 15.7 M (51.5 FT) FROM A DIRT ROAD
 JK0239'TO A PRIVATE RESIDENCE, 0.8 M (2.6 FT) SOUTHWEST FROM A PLASTIC
 JK0239'WITNESS POST, 0.7 M (2.3 FT) NORTH FROM A METAL WITNESS POST AND 0.6 M
 JK0239'(2.0 FT) EAST FROM A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0597 ***********************************************************************
 LL0597  DESIGNATION -  E 25
 LL0597  PID         -  LL0597
 LL0597  STATE/COUNTY-  CO/LARIMER
 LL0597  USGS QUAD   -  CARTER LAKE RESERVOIR (1971)
 LL0597
 LL0597                         *CURRENT SURVEY CONTROL
 LL0597  ___________________________________________________________________
 LL0597* NAD 83(1986)-  40 19 07.     (N)    105 12 32.     (W)     SCALED    
 LL0597* NAVD 88     -      1658.408  (meters)    5440.96   (feet)  ADJUSTED  
 LL0597  ___________________________________________________________________
 LL0597  GEOID HEIGHT-         -15.57  (meters)                     GEOID03
 LL0597  DYNAMIC HT  -        1656.913 (meters)    5436.06  (feet)  COMP
 LL0597  MODELED GRAV-     979,665.7   (mgal)                       NAVD 88
 LL0597
 LL0597  VERT ORDER  -  SECOND    CLASS 0
 LL0597
 LL0597.The horizontal coordinates were scaled from a topographic map and have
 LL0597.an estimated accuracy of +/- 6 seconds.
 LL0597
 LL0597.The orthometric height was determined by differential leveling
 LL0597.and adjusted by the National Geodetic Survey in June 1991..
 LL0597
 LL0597.The geoid height was determined by GEOID03.
 LL0597
 LL0597.The dynamic height is computed by dividing the NAVD 88
 LL0597.geopotential number by the normal gravity value computed on the
 LL0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0597.degrees latitude (g = 980.6199 gals.).
 LL0597
 LL0597.The modeled gravity was interpolated from observed gravity values.
 LL0597
 LL0597;                    North         East    Units  Estimated Accuracy
 LL0597;SPC CO N     -   414,240.      939,140.      MT  (+/- 180 meters Scaled)
 LL0597
 LL0597                          SUPERSEDED SURVEY CONTROL
 LL0597
 LL0597  NGVD 29 (??/??/92) 1657.383  (m)         5437.60   (f) ADJ UNCH    2 0
 LL0597
 LL0597.Superseded values are not recommended for survey control.
 LL0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0597.See file dsdata.txt to determine how the superseded data were derived.
 LL0597
 LL0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE822631(NAD 83)
 LL0597_MARKER: DD = SURVEY DISK
 LL0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0597_STAMPING: E 25 1940 5435.747
 LL0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0597+STABILITY: SURFACE MOTION
 LL0597
 LL0597  HISTORY     - Date     Condition        Report By
 LL0597  HISTORY     - 1940     MONUMENTED       BOR
 LL0597  HISTORY     - 1959     MARK NOT FOUND   NGS
 LL0597
 LL0597                          STATION DESCRIPTION
 LL0597
 LL0597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LL0597'7.3 MI NW FROM BERTHOUD.
 LL0597'BELIEVED TO HAVE BEEN DESTROYED BY RECENT ROAD IMPROVEMENTS.  4.0
 LL0597'MILES WEST ALONG U.S. HIGHWAY 287, STATE HIGHWAY 56 AND A COUNTY
 LL0597'ROAD FROM THE POST OFFICE AT BERTHOUD, LARIMER COUNTY, THENCE 0.6
 LL0597'MILE NORTH ALONG A COUNTY ROAD, AND THENCE 2.7 MILES WEST ALONG A
 LL0597'WINDING COUNTY ROAD, AT A T-JUNCTION, 125 FEET NORTHWEST OF THE CENTER
 LL0597'OF A STONE BRIDGE, 50 FEET SOUTH OF THE CENTERLINE OF THE
 LL0597'EAST-AND-WEST ROAD, AND 8 FEET HIGHER THAN THE CENTER OF THE JUNCTION.
 LL0597'A UNITED STATES BUREAU OF RECLAMATION STANDARD DISK, STAMPED
 LL0597'E 25 1940 5435.747 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LL0597'0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0219 ***********************************************************************
 KJ0219  DESIGNATION -  E 25
 KJ0219  PID         -  KJ0219
 KJ0219  STATE/COUNTY-  CO/LINCOLN
 KJ0219  USGS QUAD   -  BARRON CREEK (1979)
 KJ0219
 KJ0219                         *CURRENT SURVEY CONTROL
 KJ0219  ___________________________________________________________________
 KJ0219* NAD 83(1992)-  39 12 52.58968(N)    103 36 07.51958(W)     ADJUSTED  
 KJ0219* NAVD 88     -      1599.645  (meters)    5248.17   (feet)  ADJUSTED  
 KJ0219  ___________________________________________________________________
 KJ0219  X           -  -1,164,016.636 (meters)                     COMP
 KJ0219  Y           -  -4,810,700.728 (meters)                     COMP
 KJ0219  Z           -   4,011,803.295 (meters)                     COMP
 KJ0219  LAPLACE CORR-          -5.18  (seconds)                    DEFLEC99
 KJ0219  ELLIP HEIGHT-        1579.62  (meters)          (12/03/02) GPS OBS
 KJ0219  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 KJ0219  DYNAMIC HT  -        1598.100 (meters)    5243.10  (feet)  COMP
 KJ0219  MODELED GRAV-     979,604.8   (mgal)                       NAVD 88
 KJ0219
 KJ0219  HORZ ORDER  -  FIRST
 KJ0219  VERT ORDER  -  FIRST     CLASS II
 KJ0219  ELLP ORDER  -  FOURTH    CLASS II
 KJ0219
 KJ0219.The horizontal coordinates were established by GPS observations
 KJ0219.and adjusted by the National Geodetic Survey in March 1995..
 KJ0219
 KJ0219.The orthometric height was determined by differential leveling
 KJ0219.and adjusted by the National Geodetic Survey in June 1991..
 KJ0219
 KJ0219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KJ0219
 KJ0219.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0219
 KJ0219.The ellipsoidal height was determined by GPS observations
 KJ0219.and is referenced to NAD 83.
 KJ0219
 KJ0219.The geoid height was determined by GEOID03.
 KJ0219
 KJ0219.The dynamic height is computed by dividing the NAVD 88
 KJ0219.geopotential number by the normal gravity value computed on the
 KJ0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0219.degrees latitude (g = 980.6199 gals.).
 KJ0219
 KJ0219.The modeled gravity was interpolated from observed gravity values.
 KJ0219
 KJ0219;                    North         East     Units Scale Factor Converg.
 KJ0219;SPC CO C     -   459,844.573 1,078,291.135   MT  0.99993787   +1 11 49.2
 KJ0219;SPC CO C     - 1,508,673.40  3,537,693.50   sFT  0.99993787   +1 11 49.2
 KJ0219;UTM  13      - 4,341,523.214   620,683.496   MT  0.99977933   +0 53 02.1
 KJ0219
 KJ0219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0219!SPC CO C     -   0.99975223  x   0.99993787  =   0.99969012
 KJ0219!UTM  13      -   0.99975223  x   0.99977933  =   0.99953162
 KJ0219
 KJ0219                          SUPERSEDED SURVEY CONTROL
 KJ0219
 KJ0219  ELLIP H (03/31/95) 1579.63   (m)                       GP(       ) 3 2
 KJ0219  NAVD 88 (03/31/95) 1599.65   (m)         5248.2    (f) LEVELING    3  
 KJ0219  NGVD 29 (??/??/92) 1598.854  (m)         5245.57   (f) ADJ UNCH    1 2
 KJ0219
 KJ0219.Superseded values are not recommended for survey control.
 KJ0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0219.See file dsdata.txt to determine how the superseded data were derived.
 KJ0219
 KJ0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD2068341523(NAD 83)
 KJ0219_MARKER: DB = BENCH MARK DISK
 KJ0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0219_STAMPING: E 25 1929
 KJ0219_MARK LOGO: CGS   
 KJ0219_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KJ0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0219+STABILITY: SURFACE MOTION
 KJ0219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0219+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1992
 KJ0219
 KJ0219  HISTORY     - Date     Condition        Report By
 KJ0219  HISTORY     - 1929     MONUMENTED       CGS
 KJ0219  HISTORY     - 1938     GOOD             NGS
 KJ0219  HISTORY     - 19920827 GOOD             NGS
 KJ0219
 KJ0219                          STATION DESCRIPTION
 KJ0219
 KJ0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KJ0219'6.2 MI SE FROM LIMON.
 KJ0219'6.2 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE CHICAGO,
 KJ0219'ROCK ISLAND AND PACIFIC RAILROAD STATION AT LIMON, LINCOLN COUNTY,
 KJ0219'8 1/2 POLES, EAST OF MILEPOST 545, ABOUT 250 FEET SOUTHEAST OF THE
 KJ0219'JUNCTION OF OLD U.S. HIGHWAY 40 S AND U.S. HIGHWAY 40, ABOUT 150
 KJ0219'FEET NORTH OF THE SOUTHEAST END OF BRIDGE 544.81, 167 FEET NORTHEAST
 KJ0219'OF THE CENTERLINE OF THE TRACK, 65 FEET SOUTHWEST OF THE CENTERLINE
 KJ0219'OF OLD U.S. HIGHWAY 40 S, 30 FEET SOUTHWEST OF A NORTHEAST
 KJ0219'RIGHT-OF-WAY FENCE, 2 FEET SOUTH OF AN EAST-AND-WEST FENCE, AND
 KJ0219'LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED E 25 1929 AND SET
 KJ0219'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 KJ0219
 KJ0219                          STATION RECOVERY (1992)
 KJ0219
 KJ0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RSC)
 KJ0219'THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) SOUTHEAST OF LIMON ALONG
 KJ0219'U.S. HIGHWAY 40, IN THE NORTHWEST 1/4 OF SECTION 6, T 10 S, R 55 W, AT
 KJ0219'U.S. HIGHWAY 40 MILEPOST 390.1.  OWNERSHIP--UNION PACIFIC RAILROAD.
 KJ0219' 
 KJ0219'TO REACH THE STATION FROM THE EAST JUNCTION OF U.S. HIGHWAY 24, 40,
 KJ0219'287, AND INTERSTATE 70, GO SOUTHEAST ON U.S. HIGHWAY 40 FOR 4.1 MI
 KJ0219'(6.6 KM) TO THE STATION ON THE RIGHT.
 KJ0219' 
 KJ0219'THE STATION IS A BRASS DISK IN A CONCRETE POST 0.5 FT (0.2 M) ABOVE
 KJ0219'THE GROUND.  IT IS 272.7 FT (83.1 M) SOUTHEAST OF A POWER POLE, 163.7
 KJ0219'FT (49.9 M) NORTHEAST OF THE NORTHEAST RAIL OF THE UNION PACIFIC
 KJ0219'RAILROAD TRACK, 135.0 FT (41.1 M) SOUTHWEST OF THE CENTERLINE OF U.S.
 KJ0219'HIGHWAY 40, 63.3 FT (19.3 M) SOUTHWEST OF THE SOUTH RIGHT-OF-WAY FENCE
 KJ0219'OF U.S. HIGHWAY 40, 14.7 FT (4.5 M) WEST OF A FIELD GATE, 2.3 FT (0.7
 KJ0219'M) SOUTH OF A FENCE, 2.7 FT (0.8 M) SOUTH OF A FIBERGLASS WITNESS
 KJ0219'POST, AND 2.6 FT (0.8 M) NORTHWEST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0298 ***********************************************************************
 JK0298  DESIGNATION -  E 255
 JK0298  PID         -  JK0298
 JK0298  STATE/COUNTY-  CO/FREMONT
 JK0298  USGS QUAD   -  MOUNT PITTSBURG (1994)
 JK0298
 JK0298                         *CURRENT SURVEY CONTROL
 JK0298  ___________________________________________________________________
 JK0298* NAD 83(1986)-  38 32 46.     (N)    104 57 25.     (W)     SCALED    
 JK0298* NAVD 88     -      1907.914  (meters)    6259.55   (feet)  ADJUSTED  
 JK0298  ___________________________________________________________________
 JK0298  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 JK0298  DYNAMIC HT  -        1905.811 (meters)    6252.65  (feet)  COMP
 JK0298  MODELED GRAV-     979,458.2   (mgal)                       NAVD 88
 JK0298
 JK0298  VERT ORDER  -  SECOND    CLASS 0
 JK0298
 JK0298.The horizontal coordinates were scaled from a topographic map and have
 JK0298.an estimated accuracy of +/- 6 seconds.
 JK0298
 JK0298.The orthometric height was determined by differential leveling
 JK0298.and adjusted by the National Geodetic Survey in June 1991..
 JK0298
 JK0298.The geoid height was determined by GEOID03.
 JK0298
 JK0298.The dynamic height is computed by dividing the NAVD 88
 JK0298.geopotential number by the normal gravity value computed on the
 JK0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0298.degrees latitude (g = 980.6199 gals.).
 JK0298
 JK0298.The modeled gravity was interpolated from observed gravity values.
 JK0298
 JK0298;                    North         East    Units  Estimated Accuracy
 JK0298;SPC CO C     -   384,070.      961,740.      MT  (+/- 180 meters Scaled)
 JK0298
 JK0298                          SUPERSEDED SURVEY CONTROL
 JK0298
 JK0298  NGVD 29 (??/??/92) 1906.883  (m)         6256.17   (f) ADJ UNCH    2 0
 JK0298
 JK0298.Superseded values are not recommended for survey control.
 JK0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0298.See file dsdata.txt to determine how the superseded data were derived.
 JK0298
 JK0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC037664(NAD 83)
 JK0298_MARKER: DB = BENCH MARK DISK
 JK0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0298_STAMPING: E 255 1938
 JK0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0298+STABILITY: SURFACE MOTION
 JK0298
 JK0298  HISTORY     - Date     Condition        Report By
 JK0298  HISTORY     - 1938     MONUMENTED       CGS
 JK0298  HISTORY     - 1984     MARK NOT FOUND   NGS
 JK0298
 JK0298                          STATION DESCRIPTION
 JK0298
 JK0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JK0298'9 MI NE FROM PENROSE.
 JK0298'9.0 MILES NORTHEAST ALONG STATE HIGHWAY 115 FROM THE JUNCTION WITH
 JK0298'STATE HIGHWAY 120 AT PENROSE, JUST NORTH OF A CUT AND A CURVE, AND
 JK0298'45 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 JK0298'STAMPED E 255 1938 AND SET IN THE TOP OF A CONCRETE POST.
 JK0298
 JK0298                          STATION RECOVERY (1984)
 JK0298
 JK0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0305 ***********************************************************************
 JJ0305  DESIGNATION -  E 256
 JJ0305  PID         -  JJ0305
 JJ0305  STATE/COUNTY-  CO/CHEYENNE
 JJ0305  USGS QUAD   -  WILD HORSE (1978)
 JJ0305
 JJ0305                         *CURRENT SURVEY CONTROL
 JJ0305  ___________________________________________________________________
 JJ0305* NAD 83(1992)-  38 49 47.27697(N)    103 02 15.06893(W)     ADJUSTED  
 JJ0305* NAVD 88     -      1369.154  (meters)    4491.97   (feet)  ADJUSTED  
 JJ0305  ___________________________________________________________________
 JJ0305  X           -  -1,122,586.542 (meters)                     COMP
 JJ0305  Y           -  -4,847,970.673 (meters)                     COMP
 JJ0305  Z           -   3,978,460.030 (meters)                     COMP
 JJ0305  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 JJ0305  ELLIP HEIGHT-        1346.95  (meters)          (12/03/02) GPS OBS
 JJ0305  GEOID HEIGHT-         -22.19  (meters)                     GEOID03
 JJ0305  DYNAMIC HT  -        1367.837 (meters)    4487.65  (feet)  COMP
 JJ0305  MODELED GRAV-     979,618.2   (mgal)                       NAVD 88
 JJ0305
 JJ0305  HORZ ORDER  -  FIRST
 JJ0305  VERT ORDER  -  FIRST     CLASS II
 JJ0305  ELLP ORDER  -  FOURTH    CLASS II
 JJ0305
 JJ0305.The horizontal coordinates were established by GPS observations
 JJ0305.and adjusted by the National Geodetic Survey in June 1996..
 JJ0305
 JJ0305.The orthometric height was determined by differential leveling
 JJ0305.and adjusted by the National Geodetic Survey in June 1991..
 JJ0305
 JJ0305.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JJ0305
 JJ0305.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0305
 JJ0305.The ellipsoidal height was determined by GPS observations
 JJ0305.and is referenced to NAD 83.
 JJ0305
 JJ0305.The geoid height was determined by GEOID03.
 JJ0305
 JJ0305.The dynamic height is computed by dividing the NAVD 88
 JJ0305.geopotential number by the normal gravity value computed on the
 JJ0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0305.degrees latitude (g = 980.6199 gals.).
 JJ0305
 JJ0305.The modeled gravity was interpolated from observed gravity values.
 JJ0305
 JJ0305;                    North         East     Units Scale Factor Converg.
 JJ0305;SPC CO C     -   418,312.911 1,128,190.295   MT  0.99994705   +1 33 11.0
 JJ0305;SPC CO C     - 1,372,414.94  3,701,404.33   sFT  0.99994705   +1 33 11.0
 JJ0305;UTM  13      - 4,299,719.101   670,348.225   MT  0.99995734   +1 13 50.8
 JJ0305
 JJ0305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0305!SPC CO C     -   0.99978871  x   0.99994705  =   0.99973577
 JJ0305!UTM  13      -   0.99978871  x   0.99995734  =   0.99974606
 JJ0305
 JJ0305|---------------------------------------------------------------------|
 JJ0305| PID    Reference Object                     Distance      Geod. Az  |
 JJ0305|                                                           dddmmss.s |
 JJ0305| CM9554 WILDHORSE SCHOOLHOUSE BELFRY                       09643     |
 JJ0305| CM8387 E 256 AZ MK 2                                      10213     |
 JJ0305| CM8385 E 256 AZ MK                                        1021359.2 |
 JJ0305| CM8386 E 256 RM 1                           21.683 METERS 10426     |
 JJ0305| JJ0307 E 256 RM 3                           21.622 METERS 10435     |
 JJ0305| JJ0306 E 256 RM 2                           30.416 METERS 19401     |
 JJ0305|---------------------------------------------------------------------|
 JJ0305
 JJ0305                          SUPERSEDED SURVEY CONTROL
 JJ0305
 JJ0305  ELLIP H (06/14/96) 1346.93   (m)                       GP(       ) 1 2
 JJ0305  NAD 83(1992)-  38 49 47.27548(N)    103 02 15.07077(W) AD(       ) 3
 JJ0305  NAD 83(1986)-  38 49 47.27246(N)    103 02 15.06697(W) AD(       ) 3
 JJ0305  NAD 27      -  38 49 47.27733(N)    103 02 13.31380(W) AD(       ) 3
 JJ0305  NAVD 88 (06/14/96) 1369.15   (m)         4492.0    (f) LEVELING    3  
 JJ0305  NGVD 29 (??/??/92) 1368.516  (m)         4489.87   (f) ADJ UNCH    1 2
 JJ0305
 JJ0305.Superseded values are not recommended for survey control.
 JJ0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0305.See file dsdata.txt to determine how the superseded data were derived.
 JJ0305
 JJ0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC7034899719(NAD 83)
 JJ0305_MARKER: DB = BENCH MARK DISK
 JJ0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0305_STAMPING: E 256 1938
 JJ0305_MARK LOGO: CGS   
 JJ0305_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JJ0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0305+STABILITY: SURFACE MOTION
 JJ0305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0305+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1996
 JJ0305
 JJ0305  HISTORY     - Date     Condition        Report By
 JJ0305  HISTORY     - 1954     MONUMENTED       CGS
 JJ0305  HISTORY     - 1968     GOOD             CGS
 JJ0305  HISTORY     - 1971     GOOD             NGS
 JJ0305  HISTORY     - 19960124 GOOD             CODOT
 JJ0305
 JJ0305                          STATION DESCRIPTION
 JJ0305
 JJ0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0305'THE STATION IS LOCATED AIRLINE, ABOUT 1.7 MILES WEST OF WILD
 JJ0305'HORSE AND ABOUT 6 MILES EAST-SOUTHEAST OF AROYA ALONG THE
 JJ0305'SOUTH SIDE OF U.S. HIGHWAY 40.
 JJ0305'
 JJ0305'THE STATION IS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH
 JJ0305'MARK DISK STAMPED E256 1938 SET IN TOP OF A 12-INCH SQUARE
 JJ0305'CONCRETE MONUMENT WHICH PROJECTS ABOUT 8 INCHES ABOVE THE
 JJ0305'GROUND.  IT IS 7.5 FEET SOUTH OF AN EAST-WEST FENCE LINE, 59
 JJ0305'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND 188 FEET NORTH
 JJ0305'OF THE NORTH RAIL OF THE RAIL ROAD TRACKS.
 JJ0305'
 JJ0305'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BM E256
 JJ0305'NO 1 1954 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JJ0305'WHICH PROJECTS ABOUT 5 INCHES ABOVE THE GROUND AND IS ABOUT
 JJ0305'THE SAME ELEVATION AS THE STATION.  IT IS 8.5 FEET SOUTH OF
 JJ0305'AN EAST-WEST FENCE LINE AND 60 FEET SOUTH OF THE CENTER LINE
 JJ0305'OF THE HIGHWAY.
 JJ0305'
 JJ0305'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BM E256
 JJ0305'NO 2 1954 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JJ0305'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 JJ0305'THE SAME ELEVATION AS THE STATION.  IT IS 6.5 FEET NORTH OF A
 JJ0305'TELEGRAPH POLE AND 89 FEET NORTH OF THE NORTH RAIL ROAD TRACKS.
 JJ0305'
 JJ0305'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BM E256 1954 SET
 JJ0305'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 JJ0305'ABOUT 8 INCHES ABOVE THE GROUND.  IT IS 3 FEET SOUTH OF AN
 JJ0305'EAST-WEST FENCE LINE, 9 FEET WEST OF THE CENTER LINE OF A DIRT
 JJ0305'ROAD AND 54 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY.
 JJ0305'
 JJ0305'TO REACH THE STATION FROM THE POST OFFICE IN WILD HORSE, GO WEST
 JJ0305'ON U.S. HIGHWAY 40 FOR 0.9 MILE TO A SIDE ROAD ON THE LEFT,
 JJ0305'SOUTH SIDE AND THE AZIMUTH MARK.  CONTINUE WEST ON THE HIGHWAY
 JJ0305'FOR 0.9 MILE TO THE STATION ON THE LEFT, SOUTH SIDE.
 JJ0305
 JJ0305                          STATION RECOVERY (1968)
 JJ0305
 JJ0305'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JJ0305'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 JJ0305'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 AND THE AZIMUTH
 JJ0305'MARK WERE FOUND WITH THE TOPS BROKEN OFF.
 JJ0305'
 JJ0305'A NEW AZIMUTH MARK WAS SET NEAR THE SAME LOCATION AND REFERENCE
 JJ0305'MARK NO. 3 WAS SET.
 JJ0305'
 JJ0305'FOLLOWING IS A NEW DESCRIPTION.
 JJ0305'
 JJ0305'TO REACH THE STATION FROM THE POST OFFICE IN WILD HORSE, GO
 JJ0305'WEST ON U.S. HIGHWAY 40 FOR 0.9 MILE TO A SIDE ROAD ON THE
 JJ0305'LEFT AND THE AZIMUTH MARK.  CONTINUE WEST ON U.S. HIGHWAY 40
 JJ0305'FOR 0.9 MILE TO THE STATION ON THE LEFT.
 JJ0305'
 JJ0305'STATION MARK IS A STANDARD COAST AND GEODETIC SURVEY BENCH
 JJ0305'MARK DISK STAMPED E 256 1938, SET IN THE TOP OF A SQUARE CONCRETE
 JJ0305'POST WHICH PROJECTS 4 INCHES.  IT IS 188 FEET NORTH OF THE NORTH
 JJ0305'RAIL OF RAILROAD TRACKS, 59 FEET SOUTH OF THE CENTER OF U.S.
 JJ0305'HIGHWAY 40, 7.5 FEET SOUTH OF AN EAST-WEST FENCE, AND 1 FOOT
 JJ0305'EAST OF A METAL WITNESS POST.
 JJ0305'
 JJ0305'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED B.M. E 256
 JJ0305'NO. 2 1954, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 JJ0305'PROJECTS 3 INCHES.  IT IS 89 FEET NORTH OF THE NORTH RAIL OF
 JJ0305'THE RAILROAD TRACKS AND 6.5 FEET NORTH OF A TELEGRAPH POLE.
 JJ0305'
 JJ0305'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED B.M. E 256 1954
 JJ0305'NO. 3 1968, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 JJ0305'PROJECTS 4 INCHES.  IT IS 60 FEET SOUTH OF THE CENTER OF U.S.
 JJ0305'HIGHWAY 40 AND 8.5 FEET SOUTH OF THE EAST-WEST FENCE.
 JJ0305'
 JJ0305'AZIMUTH MARK, A STANDARD DISK STAMPED B.M. E 256 1954 1968,
 JJ0305'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3
 JJ0305'INCHES.  IT IS 54 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY
 JJ0305'40, 9 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 3 FEET SOUTH
 JJ0305'OF AN EAST-WEST FENCE, AND 1 FOOT WEST OF A METAL WITNESS POST.
 JJ0305
 JJ0305                          STATION RECOVERY (1971)
 JJ0305
 JJ0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 JJ0305'1.8 MI NW FROM WILD HORSE.
 JJ0305'1.8 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JJ0305'STATION AT WILD HORSE, CHEYENNE COUNTY, 50 FEET NORTH OF MILEPOST
 JJ0305'502, 40 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 40, AND 5
 JJ0305'FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED E 256 1938 AND
 JJ0305'SET IN THE TOP OF A CONCRETE POST.  NOTE-- A METAL WITNESS POST
 JJ0305'WAS SET 1 FOOT WEST OF THE MARK.
 JJ0305
 JJ0305                          STATION RECOVERY (1996)
 JJ0305
 JJ0305'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (KAW)
 JJ0305'THE STATION WILL BE USED DURING A COLORADO HARN DENSIFICATION PROJECT
 JJ0305'THE STATION IS LOCATED ABOUT 1.7 MI (2.7 KM) NORTHWEST OF WILDHORSE AT
 JJ0305'US 40/287 REFERENCE POST 431.0 IN THE NORTHEAST 1/4 OF SECTION 18, T
 JJ0305'14 S, R 50 W, 6TH P.M.  OWNSERSHIP--UNION PACIFIC RAILROAD. TO REACH
 JJ0305'THE STATION FROM THE POST OFFICE IN WILD HORSE, PROCEED WESTERLY ON US
 JJ0305'40/287 FOR 1.7 MI (2.7 KM) TO THE STATION ON THE LEFT THE STATION IS A
 JJ0305'BRASS USCGS BENCHMARK DISK SET IN A CONCRETE POST. IT IS 57 M (187.0
 JJ0305'FT) NORTH NORTHEAST OF THE NORTH RAIL OF THE UNION PACIFIC RAILROAD
 JJ0305'TRACK, 33 M (108.3 FT) WEST OF US 40/287 REFERENCE POST 431, 33 M
 JJ0305'(108.3 FT) NORTH NORTHEAST OF RAILROAD REFERENCE POLE 502, 18.6 M
 JJ0305'(61.0 FT) SOUTH SOUTHWEST OF THE CENTER OF US 40/287, 2.6 M (8.5 FT)
 JJ0305'SOUTHWEST OF A 4 FT (1.2 M) HIGH CONCRETE HIGHWAY RIGHT OF WAY POST,
 JJ0305'0.35 M (1.15 FT) SOUTHEAST OF A USCGS METAL POST AND SIGN, 0.5 M (1.6
 JJ0305'FT) WEST OF A COLORADO DEPARTMENT OF HIGHWAYS FIBERGLASS WITNESS POST,
 JJ0305'AND 0.8 M (2.6 FT) BELOW THE HIGHWAY. DESCRIPTION BY K A WILLIAMS,
 JJ0305'CODOT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0215 ***********************************************************************
 KJ0215  DESIGNATION -  E 257
 KJ0215  PID         -  KJ0215
 KJ0215  STATE/COUNTY-  CO/LINCOLN
 KJ0215  USGS QUAD   -  BARRON CREEK (1979)
 KJ0215
 KJ0215                         *CURRENT SURVEY CONTROL
 KJ0215  ___________________________________________________________________
 KJ0215* NAD 83(1986)-  39 10 37.     (N)    103 32 41.     (W)     SCALED    
 KJ0215* NAVD 88     -      1582.092  (meters)    5190.58   (feet)  ADJUSTED  
 KJ0215  ___________________________________________________________________
 KJ0215  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 KJ0215  DYNAMIC HT  -        1580.561 (meters)    5185.56  (feet)  COMP
 KJ0215  MODELED GRAV-     979,603.8   (mgal)                       NAVD 88
 KJ0215
 KJ0215  VERT ORDER  -  FIRST     CLASS II
 KJ0215
 KJ0215.The horizontal coordinates were scaled from a topographic map and have
 KJ0215.an estimated accuracy of +/- 6 seconds.
 KJ0215
 KJ0215.The orthometric height was determined by differential leveling
 KJ0215.and adjusted by the National Geodetic Survey in June 1991..
 KJ0215
 KJ0215.The geoid height was determined by GEOID03.
 KJ0215
 KJ0215.The dynamic height is computed by dividing the NAVD 88
 KJ0215.geopotential number by the normal gravity value computed on the
 KJ0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0215.degrees latitude (g = 980.6199 gals.).
 KJ0215
 KJ0215.The modeled gravity was interpolated from observed gravity values.
 KJ0215
 KJ0215;                    North         East    Units  Estimated Accuracy
 KJ0215;SPC CO C     -   455,770.    1,083,330.      MT  (+/- 180 meters Scaled)
 KJ0215
 KJ0215                          SUPERSEDED SURVEY CONTROL
 KJ0215
 KJ0215  NGVD 29 (??/??/92) 1581.310  (m)         5188.01   (f) ADJ UNCH    1 2
 KJ0215
 KJ0215.Superseded values are not recommended for survey control.
 KJ0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0215.See file dsdata.txt to determine how the superseded data were derived.
 KJ0215
 KJ0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD257374(NAD 83)
 KJ0215_MARKER: DB = BENCH MARK DISK
 KJ0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0215_STAMPING: E 257 1938
 KJ0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0215+STABILITY: SURFACE MOTION
 KJ0215
 KJ0215  HISTORY     - Date     Condition        Report By
 KJ0215  HISTORY     - 1938     MONUMENTED       CGS
 KJ0215
 KJ0215                          STATION DESCRIPTION
 KJ0215
 KJ0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KJ0215'4.9 MI NW FROM HUGO.
 KJ0215'4.9 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KJ0215'AT HUGO, LINCOLN COUNTY, ABOUT 1/4 MILE SOUTH OF U.S. HIGHWAY 40,
 KJ0215'ONE POLE EAST OF BRIDGE 540.55, AND 80 FEET NORTH OF THE TRACK.  A
 KJ0215'STANDARD DISK, STAMPED E 257 1938 AND SET IN THE TOP OF A CONCRETE
 KJ0215'POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0248 ***********************************************************************
 KJ0248  DESIGNATION -  E 258
 KJ0248  PID         -  KJ0248
 KJ0248  STATE/COUNTY-  CO/ELBERT
 KJ0248  USGS QUAD   -  AGATE (1970)
 KJ0248
 KJ0248                         *CURRENT SURVEY CONTROL
 KJ0248  ___________________________________________________________________
 KJ0248* NAD 83(1986)-  39 28 19.     (N)    103 57 02.     (W)     SCALED    
 KJ0248* NAVD 88     -      1652.564  (meters)    5421.79   (feet)  ADJUSTED  
 KJ0248  ___________________________________________________________________
 KJ0248  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 KJ0248  DYNAMIC HT  -        1651.004 (meters)    5416.67  (feet)  COMP
 KJ0248  MODELED GRAV-     979,624.2   (mgal)                       NAVD 88
 KJ0248
 KJ0248  VERT ORDER  -  FIRST     CLASS II
 KJ0248
 KJ0248.The horizontal coordinates were scaled from a topographic map and have
 KJ0248.an estimated accuracy of +/- 6 seconds.
 KJ0248
 KJ0248.The orthometric height was determined by differential leveling
 KJ0248.and adjusted by the National Geodetic Survey in June 1991..
 KJ0248
 KJ0248.The geoid height was determined by GEOID03.
 KJ0248
 KJ0248.The dynamic height is computed by dividing the NAVD 88
 KJ0248.geopotential number by the normal gravity value computed on the
 KJ0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0248.degrees latitude (g = 980.6199 gals.).
 KJ0248
 KJ0248.The modeled gravity was interpolated from observed gravity values.
 KJ0248
 KJ0248;                    North         East    Units  Estimated Accuracy
 KJ0248;SPC CO C     -   487,840.    1,047,720.      MT  (+/- 180 meters Scaled)
 KJ0248
 KJ0248                          SUPERSEDED SURVEY CONTROL
 KJ0248
 KJ0248  NGVD 29 (??/??/92) 1651.726  (m)         5419.04   (f) ADJ UNCH    1 2
 KJ0248
 KJ0248.Superseded values are not recommended for survey control.
 KJ0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0248.See file dsdata.txt to determine how the superseded data were derived.
 KJ0248
 KJ0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED902696(NAD 83)
 KJ0248_MARKER: DB = BENCH MARK DISK
 KJ0248_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KJ0248_SP_SET: CULVERT
 KJ0248_STAMPING: E 258 1938
 KJ0248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KJ0248
 KJ0248  HISTORY     - Date     Condition        Report By
 KJ0248  HISTORY     - 1938     MONUMENTED       CGS
 KJ0248
 KJ0248                          STATION DESCRIPTION
 KJ0248
 KJ0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KJ0248'0.8 MI NW FROM AGATE.
 KJ0248'0.8 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KJ0248'STATION AT AGATE, ELBERT COUNTY, 3 POLES WEST OF MILEPOST 573,
 KJ0248'AT CULVERT 573.07, AND IN THE TOP OF THE CONCRETE HEADWALL.
 KJ0248'A STANDARD DISK, STAMPED E 258 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0033 ***********************************************************************
 KK0033  DESIGNATION -  E 259
 KK0033  PID         -  KK0033
 KK0033  STATE/COUNTY-  CO/ADAMS
 KK0033  USGS QUAD   -  BENNETT (1975)
 KK0033
 KK0033                         *CURRENT SURVEY CONTROL
 KK0033  ___________________________________________________________________
 KK0033* NAD 83(1986)-  39 45 24.     (N)    104 27 03.     (W)     SCALED    
 KK0033* NAVD 88     -      1671.415  (meters)    5483.63   (feet)  ADJUSTED  
 KK0033  ___________________________________________________________________
 KK0033  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 KK0033  DYNAMIC HT  -        1669.850 (meters)    5478.50  (feet)  COMP
 KK0033  MODELED GRAV-     979,631.2   (mgal)                       NAVD 88
 KK0033
 KK0033  VERT ORDER  -  FIRST     CLASS II
 KK0033
 KK0033.The horizontal coordinates were scaled from a topographic map and have
 KK0033.an estimated accuracy of +/- 6 seconds.
 KK0033
 KK0033.The orthometric height was determined by differential leveling
 KK0033.and adjusted by the National Geodetic Survey in June 1991..
 KK0033
 KK0033.The geoid height was determined by GEOID03.
 KK0033
 KK0033.The dynamic height is computed by dividing the NAVD 88
 KK0033.geopotential number by the normal gravity value computed on the
 KK0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0033.degrees latitude (g = 980.6199 gals.).
 KK0033
 KK0033.The modeled gravity was interpolated from observed gravity values.
 KK0033
 KK0033;                    North         East    Units  Estimated Accuracy
 KK0033;SPC CO N     -   352,340.    1,004,310.      MT  (+/- 180 meters Scaled)
 KK0033
 KK0033                          SUPERSEDED SURVEY CONTROL
 KK0033
 KK0033  NGVD 29 (??/??/92) 1670.507  (m)         5480.65   (f) ADJ UNCH    1 2
 KK0033
 KK0033.Superseded values are not recommended for survey control.
 KK0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0033.See file dsdata.txt to determine how the superseded data were derived.
 KK0033
 KK0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE470008(NAD 83)
 KK0033_MARKER: DB = BENCH MARK DISK
 KK0033_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0033_SP_SET: CULVERT
 KK0033_STAMPING: E 259 1938
 KK0033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0033
 KK0033  HISTORY     - Date     Condition        Report By
 KK0033  HISTORY     - 1938     MONUMENTED       CGS
 KK0033  HISTORY     - 1960     GOOD             NGS
 KK0033  HISTORY     - 1983     GOOD             NGS
 KK0033
 KK0033                          STATION DESCRIPTION
 KK0033
 KK0033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KK0033'1.3 MI W FROM BENNETT.
 KK0033'1.3 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KK0033'AT BENNETT, ADAMS COUNTY, 4 POLES WEST OF MILEPOST 610, IN THE
 KK0033'NORTH HEADWALL OF CULVERT 610.10.  THE MARK IS A STANDARD DISK,
 KK0033'CEMENTED IN A DRILLHOLE, AND IS STAMPED E 259 1938.
 KK0033
 KK0033                          STATION RECOVERY (1983)
 KK0033
 KK0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0033'ADDITIONS: THE CULVERT IS CRACKED IN THE MIDDLE ON BOTH SIDES OF THE
 KK0033'TRACKS AND THE DISK IS BATTERED. IT IS 4.3 M (14 FT) NORTH FROM THE
 KK0033'CENTER OF THE TRACKS AND 0.3 M (1 FT) EAST FROM THE WEST EDGE OF THE
 KK0033'CULVERT.
 KK0033'AND MILEPOST 612.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0598 ***********************************************************************
 LL0598  DESIGNATION -  E 26
 LL0598  PID         -  LL0598
 LL0598  STATE/COUNTY-  CO/LARIMER
 LL0598  USGS QUAD   -  CARTER LAKE RESERVOIR (1971)
 LL0598
 LL0598                         *CURRENT SURVEY CONTROL
 LL0598  ___________________________________________________________________
 LL0598* NAD 83(1986)-  40 18 10.     (N)    105 11 55.     (W)     SCALED    
 LL0598* NAVD 88     -      1710.725  (meters)    5612.60   (feet)  ADJUSTED  
 LL0598  ___________________________________________________________________
 LL0598  GEOID HEIGHT-         -15.72  (meters)                     GEOID03
 LL0598  DYNAMIC HT  -        1709.188 (meters)    5607.56  (feet)  COMP
 LL0598  MODELED GRAV-     979,666.5   (mgal)                       NAVD 88
 LL0598
 LL0598  VERT ORDER  -  SECOND    CLASS 0
 LL0598
 LL0598.The horizontal coordinates were scaled from a topographic map and have
 LL0598.an estimated accuracy of +/- 6 seconds.
 LL0598
 LL0598.The orthometric height was determined by differential leveling
 LL0598.and adjusted by the National Geodetic Survey in June 1991..
 LL0598
 LL0598.The geoid height was determined by GEOID03.
 LL0598
 LL0598.The dynamic height is computed by dividing the NAVD 88
 LL0598.geopotential number by the normal gravity value computed on the
 LL0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0598.degrees latitude (g = 980.6199 gals.).
 LL0598
 LL0598.The modeled gravity was interpolated from observed gravity values.
 LL0598
 LL0598;                    North         East    Units  Estimated Accuracy
 LL0598;SPC CO N     -   412,480.      940,020.      MT  (+/- 180 meters Scaled)
 LL0598
 LL0598                          SUPERSEDED SURVEY CONTROL
 LL0598
 LL0598  NGVD 29 (??/??/92) 1709.712  (m)         5609.28   (f) ADJ UNCH    2 0
 LL0598
 LL0598.Superseded values are not recommended for survey control.
 LL0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0598.See file dsdata.txt to determine how the superseded data were derived.
 LL0598
 LL0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE831613(NAD 83)
 LL0598_MARKER: DD = SURVEY DISK
 LL0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0598_STAMPING: E 25 1940 5607.431
 LL0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0598+STABILITY: SURFACE MOTION
 LL0598
 LL0598  HISTORY     - Date     Condition        Report By
 LL0598  HISTORY     - 1940     MONUMENTED       BOR
 LL0598  HISTORY     - 1940     GOOD             NGS
 LL0598
 LL0598                          STATION DESCRIPTION
 LL0598
 LL0598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LL0598'9.1 MI NW FROM BERTHOUD.
 LL0598'4.0 MILES WEST ALONG U.S. HIGHWAY 287, STATE HIGHWAY 56 AND A COUNTY
 LL0598'ROAD FROM THE POST OFFICE AT BERTHOUD, LARIMER COUNTY, THENCE 0.6
 LL0598'MILE WEST ALONG A COUNTY ROAD, THENCE 2.7 MILES WEST ALONG A WINDING
 LL0598'COUNTY ROAD TO A T-JUNCTION, AND THENCE 1.2 MILES SOUTH ALONG A
 LL0598'COUNTY ROAD, 0.1 MILE NORTH OF A LARGE FRAME BARN, AT THE TOP OF A
 LL0598'SADDLE BETWEEN HOGBACKS, ON THE EAST SIDE OF THE SADDLE, AT THE
 LL0598'MIDPOINT OF A SHORT ROAD TANGENT, 8 FEET WEST OF THE WEST SHOULDER
 LL0598'OF THE ROAD, AND 0.6 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE.  A
 LL0598'UNITED STATES BUREAU OF RECLAMATION STANDARD DISK, STAMPED
 LL0598'E 25 1940 5607.431 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LL0598'0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0047 ***********************************************************************
 JJ0047  DESIGNATION -  E 26
 JJ0047  PID         -  JJ0047
 JJ0047  STATE/COUNTY-  CO/CHEYENNE
 JJ0047  USGS QUAD   -  CHEYENNE WELLS SW (1982)
 JJ0047
 JJ0047                         *CURRENT SURVEY CONTROL
 JJ0047  ___________________________________________________________________
 JJ0047* NAD 83(1986)-  38 48 54.     (N)    102 28 45.     (W)     SCALED    
 JJ0047* NAVD 88     -      1366.872  (meters)    4484.48   (feet)  ADJUSTED  
 JJ0047  ___________________________________________________________________
 JJ0047  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 JJ0047  DYNAMIC HT  -        1365.593 (meters)    4480.28  (feet)  COMP
 JJ0047  MODELED GRAV-     979,644.2   (mgal)                       NAVD 88
 JJ0047
 JJ0047  VERT ORDER  -  FIRST     CLASS II
 JJ0047
 JJ0047.The horizontal coordinates were scaled from a topographic map and have
 JJ0047.an estimated accuracy of +/- 6 seconds.
 JJ0047
 JJ0047.The orthometric height was determined by differential leveling
 JJ0047.and adjusted by the National Geodetic Survey in June 1991..
 JJ0047
 JJ0047.The geoid height was determined by GEOID03.
 JJ0047
 JJ0047.The dynamic height is computed by dividing the NAVD 88
 JJ0047.geopotential number by the normal gravity value computed on the
 JJ0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0047.degrees latitude (g = 980.6199 gals.).
 JJ0047
 JJ0047.The modeled gravity was interpolated from observed gravity values.
 JJ0047
 JJ0047;                    North         East    Units  Estimated Accuracy
 JJ0047;SPC CO C     -   418,130.    1,176,700.      MT  (+/- 180 meters Scaled)
 JJ0047
 JJ0047                          SUPERSEDED SURVEY CONTROL
 JJ0047
 JJ0047  NGVD 29 (??/??/92) 1366.308  (m)         4482.63   (f) ADJ UNCH    1 2
 JJ0047
 JJ0047.Superseded values are not recommended for survey control.
 JJ0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0047.See file dsdata.txt to determine how the superseded data were derived.
 JJ0047
 JJ0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC188992(NAD 83)
 JJ0047_MARKER: DB = BENCH MARK DISK
 JJ0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0047_STAMPING: E 26 1929
 JJ0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0047+STABILITY: SURFACE MOTION
 JJ0047
 JJ0047  HISTORY     - Date     Condition        Report By
 JJ0047  HISTORY     - 1929     MONUMENTED       CGS
 JJ0047  HISTORY     - 1934     GOOD             NGS
 JJ0047
 JJ0047                          STATION DESCRIPTION
 JJ0047
 JJ0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JJ0047'7.2 MI W FROM CHEYENNE WELLS.
 JJ0047'7.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 JJ0047'CHEYENNE WELLS, CHEYENNE COUNTY, 0.2 MILE WEST OF MILEPOST 470, 62
 JJ0047'FEET SOUTH OF THE CENTERLINE OF THE TRACK, 174 FEET NORTH OF THE
 JJ0047'CENTERLINE OF U.S. HIGHWAY 40, 11.5 FEET SOUTH OF THE
 JJ0047'RIGHT-OF-WAY FENCE.  IN LINE WITH A ROW OF POWER-TRANSMISSION LINE
 JJ0047'POLES, AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 JJ0047'STAMPED E 26 1929 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JJ0047'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0386 ***********************************************************************
 KK0386  DESIGNATION -  E 260
 KK0386  PID         -  KK0386
 KK0386  STATE/COUNTY-  CO/ADAMS
 KK0386  USGS QUAD   -  COMMERCE CITY (1994)
 KK0386
 KK0386                         *CURRENT SURVEY CONTROL
 KK0386  ___________________________________________________________________
 KK0386* NAD 83(1986)-  39 48 40.     (N)    104 56 13.     (W)     SCALED    
 KK0386* NAVD 88     -      1571.070  (meters)    5154.42   (feet)  ADJUSTED  
 KK0386  ___________________________________________________________________
 KK0386  GEOID HEIGHT-         -17.37  (meters)                     GEOID03
 KK0386  DYNAMIC HT  -        1569.598 (meters)    5149.59  (feet)  COMP
 KK0386  MODELED GRAV-     979,634.5   (mgal)                       NAVD 88
 KK0386
 KK0386  VERT ORDER  -  FIRST     CLASS II
 KK0386
 KK0386.The horizontal coordinates were scaled from a topographic map and have
 KK0386.an estimated accuracy of +/- 6 seconds.
 KK0386
 KK0386.The orthometric height was determined by differential leveling
 KK0386.and adjusted by the National Geodetic Survey in June 1991..
 KK0386
 KK0386.The geoid height was determined by GEOID03.
 KK0386
 KK0386.The dynamic height is computed by dividing the NAVD 88
 KK0386.geopotential number by the normal gravity value computed on the
 KK0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0386.degrees latitude (g = 980.6199 gals.).
 KK0386
 KK0386.The modeled gravity was interpolated from observed gravity values.
 KK0386
 KK0386;                    North         East    Units  Estimated Accuracy
 KK0386;SPC CO N     -   358,000.      962,620.      MT  (+/- 180 meters Scaled)
 KK0386
 KK0386                          SUPERSEDED SURVEY CONTROL
 KK0386
 KK0386  NGVD 29 (??/??/??) 1570.183  (m)         5151.51   (f) ADJUSTED    1 2
 KK0386
 KK0386.Superseded values are not recommended for survey control.
 KK0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0386.See file dsdata.txt to determine how the superseded data were derived.
 KK0386
 KK0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE053067(NAD 83)
 KK0386_MARKER: DB = BENCH MARK DISK
 KK0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0386_STAMPING: E 260 1938
 KK0386_MARK LOGO: CGS   
 KK0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0386+STABILITY: SURFACE MOTION
 KK0386
 KK0386  HISTORY     - Date     Condition        Report By
 KK0386  HISTORY     - 1938     MONUMENTED       CGS
 KK0386  HISTORY     - 1956     GOOD             NGS
 KK0386  HISTORY     - 1983     GOOD             NGS
 KK0386
 KK0386                          STATION DESCRIPTION
 KK0386
 KK0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KK0386'5.3 MI NE FROM DENVER.
 KK0386'5.3 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KK0386'UNION STATION AT DENVER, 31.4 FEET SOUTHEAST OF THE SOUTHEAST
 KK0386'RAIL, 34.3 FEET NORTHEAST OF A TELEPHONE POLE, IN LINE WITH A ROW
 KK0386'OF TELEPHONE POLES, 1 FOOT NORTHEAST OF A WITNESS POST, 0.1 MILE
 KK0386'WEST OF THE INTERMOUNTAIN ELEVATOR COMPANY OFFICE BUILDING,
 KK0386'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE
 KK0386'THE GROUND, IN SECTION 6, TOWNSHIP 3 SOUTH, RANGE 67 WEST.
 KK0386
 KK0386                          STATION RECOVERY (1983)
 KK0386
 KK0386'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0386'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0194 ***********************************************************************
 LL0194  DESIGNATION -  E 261
 LL0194  PID         -  LL0194
 LL0194  STATE/COUNTY-  CO/WELD
 LL0194  USGS QUAD   -  MILLIKEN (1969)
 LL0194
 LL0194                         *CURRENT SURVEY CONTROL
 LL0194  ___________________________________________________________________
 LL0194* NAD 83(1986)-  40 15 23.     (N)    104 48 15.     (W)     SCALED    
 LL0194* NAVD 88     -      1456.443  (meters)    4778.35   (feet)  POSTED    
 LL0194  ___________________________________________________________________
 LL0194  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 LL0194  DYNAMIC HT  -        1455.160 (meters)    4774.14  (feet)  COMP
 LL0194  MODELED GRAV-     979,696.2   (mgal)                       NAVD 88
 LL0194
 LL0194  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LL0194
 LL0194.The horizontal coordinates were scaled from a topographic map and have
 LL0194.an estimated accuracy of +/- 6 seconds.
 LL0194
 LL0194.The orthometric height was determined by differential leveling
 LL0194.and adjusted by the National Geodetic Survey in 1992..
 LL0194.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LL0194.rate of 1.1 thru 2.0 mm/km.
 LL0194
 LL0194.The geoid height was determined by GEOID03.
 LL0194
 LL0194.The dynamic height is computed by dividing the NAVD 88
 LL0194.geopotential number by the normal gravity value computed on the
 LL0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0194.degrees latitude (g = 980.6199 gals.).
 LL0194
 LL0194.The modeled gravity was interpolated from observed gravity values.
 LL0194
 LL0194;                    North         East    Units  Estimated Accuracy
 LL0194;SPC CO N     -   407,520.      973,600.      MT  (+/- 180 meters Scaled)
 LL0194
 LL0194                          SUPERSEDED SURVEY CONTROL
 LL0194
 LL0194  NGVD 29 (??/??/92) 1455.545  (m)         4775.40   (f) ADJ UNCH    1 2
 LL0194
 LL0194.Superseded values are not recommended for survey control.
 LL0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0194.See file dsdata.txt to determine how the superseded data were derived.
 LL0194
 LL0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE166562(NAD 83)
 LL0194_MARKER: DB = BENCH MARK DISK
 LL0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0194_STAMPING: E 261 1939
 LL0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0194+STABILITY: SURFACE MOTION
 LL0194
 LL0194  HISTORY     - Date     Condition        Report By
 LL0194  HISTORY     - 1939     MONUMENTED       CGS
 LL0194  HISTORY     - 1956     GOOD             NGS
 LL0194  HISTORY     - 1983     MARK NOT FOUND   NGS
 LL0194
 LL0194                          STATION DESCRIPTION
 LL0194
 LL0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0194'2 MI SW FROM GILCREST.
 LL0194'2.0 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL0194'STATION AT GILCREST, 4 RAILS SOUTHWEST OF THE NORTHEAST END
 LL0194'OF A SIDE TRACK, AT HOUSTON, 44 FEET EAST OF THE EAST CORNER
 LL0194'OF SEMAPHORE 37.9, 43 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 LL0194'THE MAIN TRACK, 4 FEET NORTHEAST OF A FENCE, 1 FOOT SOUTHEAST
 LL0194'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LL0194'0.3 FOOT ABOVE THE GROUND, IN SECTION 5, TOWNSHIP 3 NORTH,
 LL0194'RANGE 66 WEST.
 LL0194
 LL0194                          STATION RECOVERY (1983)
 LL0194
 LL0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0292 ***********************************************************************
 LL0292  DESIGNATION -  E 262
 LL0292  PID         -  LL0292
 LL0292  STATE/COUNTY-  CO/WELD
 LL0292  USGS QUAD   -  NUNN (1975)
 LL0292
 LL0292                         *CURRENT SURVEY CONTROL
 LL0292  ___________________________________________________________________
 LL0292* NAD 83(1986)-  40 38 12.     (N)    104 45 09.     (W)     SCALED    
 LL0292* NAVD 88     -      1535.788  (meters)    5038.66   (feet)  ADJUSTED  
 LL0292  ___________________________________________________________________
 LL0292  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 LL0292  DYNAMIC HT  -        1534.507 (meters)    5034.46  (feet)  COMP
 LL0292  MODELED GRAV-     979,736.7   (mgal)                       NAVD 88
 LL0292
 LL0292  VERT ORDER  -  FIRST     CLASS II
 LL0292
 LL0292.The horizontal coordinates were scaled from a topographic map and have
 LL0292.an estimated accuracy of +/- 6 seconds.
 LL0292
 LL0292.The orthometric height was determined by differential leveling
 LL0292.and adjusted by the National Geodetic Survey in June 1991..
 LL0292
 LL0292.The geoid height was determined by GEOID03.
 LL0292
 LL0292.The dynamic height is computed by dividing the NAVD 88
 LL0292.geopotential number by the normal gravity value computed on the
 LL0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0292.degrees latitude (g = 980.6199 gals.).
 LL0292
 LL0292.The modeled gravity was interpolated from observed gravity values.
 LL0292
 LL0292;                    North         East    Units  Estimated Accuracy
 LL0292;SPC CO N     -   449,780.      977,640.      MT  (+/- 180 meters Scaled)
 LL0292
 LL0292                          SUPERSEDED SURVEY CONTROL
 LL0292
 LL0292  NGVD 29 (??/??/92) 1534.870  (m)         5035.65   (f) ADJ UNCH    1 2
 LL0292
 LL0292.Superseded values are not recommended for survey control.
 LL0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0292.See file dsdata.txt to determine how the superseded data were derived.
 LL0292
 LL0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE209984(NAD 83)
 LL0292_MARKER: DB = BENCH MARK DISK
 LL0292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0292_SP_SET: FOOTING
 LL0292_STAMPING: E 262 1939
 LL0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0292
 LL0292  HISTORY     - Date     Condition        Report By
 LL0292  HISTORY     - 1939     MONUMENTED       CGS
 LL0292  HISTORY     - 1956     GOOD             NGS
 LL0292  HISTORY     - 1983     MARK NOT FOUND   NGS
 LL0292
 LL0292                          STATION DESCRIPTION
 LL0292
 LL0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0292'AT PIERCE.
 LL0292'AT PIERCE, 9 RAILS NORTH OF THE NORTH END OF THE UNION PACIFIC
 LL0292'RAILROAD STATION, 143.6 FEET WEST OF THE WEST RAIL OF THE MAIN
 LL0292'TRACK, 1.0 FOOT ABOVE THE GROUND, SET IN THE TOP OF THE CONCRETE
 LL0292'BASE OF THE SOUTHEAST LEG OF THE RAILROAD WATER TANK, IN THE
 LL0292'NORTHWEST 1/4 OF SECTION 26, TOWNSHIP 8 NORTH, RANGE 66 WEST.
 LL0292
 LL0292                          STATION RECOVERY (1983)
 LL0292
 LL0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0331 ***********************************************************************
 LL0331  DESIGNATION -  E 263
 LL0331  PID         -  LL0331
 LL0331  STATE/COUNTY-  CO/WELD
 LL0331  USGS QUAD   -  CARR WEST (1975)
 LL0331
 LL0331                         *CURRENT SURVEY CONTROL
 LL0331  ___________________________________________________________________
 LL0331* NAD 83(1986)-  40 57 09.     (N)    104 53 41.     (W)     SCALED    
 LL0331* NAVD 88     -      1794.692  (meters)    5888.09   (feet)  ADJUSTED  
 LL0331  ___________________________________________________________________
 LL0331  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 LL0331  DYNAMIC HT  -        1793.123 (meters)    5882.94  (feet)  COMP
 LL0331  MODELED GRAV-     979,686.3   (mgal)                       NAVD 88
 LL0331
 LL0331  VERT ORDER  -  FIRST     CLASS II
 LL0331
 LL0331.The horizontal coordinates were scaled from a topographic map and have
 LL0331.an estimated accuracy of +/- 6 seconds.
 LL0331
 LL0331.The orthometric height was determined by differential leveling
 LL0331.and adjusted by the National Geodetic Survey in June 1991..
 LL0331.WARNING-Repeat measurements at this control monument indicate possible
 LL0331.vertical movement.
 LL0331
 LL0331.The geoid height was determined by GEOID03.
 LL0331
 LL0331.The dynamic height is computed by dividing the NAVD 88
 LL0331.geopotential number by the normal gravity value computed on the
 LL0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0331.degrees latitude (g = 980.6199 gals.).
 LL0331
 LL0331.The modeled gravity was interpolated from observed gravity values.
 LL0331
 LL0331;                    North         East    Units  Estimated Accuracy
 LL0331;SPC CO N     -   484,760.      965,370.      MT  (+/- 180 meters Scaled)
 LL0331
 LL0331                          SUPERSEDED SURVEY CONTROL
 LL0331
 LL0331  NGVD 29 (??/??/92) 1793.674  (m)         5884.75   (f) ADJ UNCH    1 2
 LL0331
 LL0331.Superseded values are not recommended for survey control.
 LL0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0331.See file dsdata.txt to determine how the superseded data were derived.
 LL0331
 LL0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF088334(NAD 83)
 LL0331_MARKER: DB = BENCH MARK DISK
 LL0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0331_STAMPING: E 263 1939
 LL0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0331+STABILITY: SURFACE MOTION
 LL0331
 LL0331  HISTORY     - Date     Condition        Report By
 LL0331  HISTORY     - 1939     MONUMENTED       CGS
 LL0331  HISTORY     - 1956     GOOD             NGS
 LL0331
 LL0331                          STATION DESCRIPTION
 LL0331
 LL0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0331'4 MI NW FROM CARR.
 LL0331'4.0 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL0331'STATION AT CARR, 143 FEET EAST OF THE EAST RAIL, 139 FEET EAST OF
 LL0331'THE NORTHEAST CORNER OF TRESTLE 90.96, 3.6 FEET NORTHWEST OF A
 LL0331'FENCE CORNER, 3.3 FEET WEST OF A FENCE, 0.8 FOOT EAST OF A WITNESS
 LL0331'POST, 6 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A
 LL0331'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE
 LL0331'NORTHEAST 1/4 OF SECTION 4, TOWNSHIP 11 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1012 ***********************************************************************
 KK1012  DESIGNATION -  E 264
 KK1012  PID         -  KK1012
 KK1012  STATE/COUNTY-  CO/GRAND
 KK1012  USGS QUAD   -  BERTHOUD PASS (1957)
 KK1012
 KK1012                         *CURRENT SURVEY CONTROL
 KK1012  ___________________________________________________________________
 KK1012* NAD 83(1986)-  39 48 03.     (N)    105 46 29.     (W)     SCALED    
 KK1012* NAVD 88     -      3361.359  (meters)   11028.06   (feet)  ADJUSTED  
 KK1012  ___________________________________________________________________
 KK1012  GEOID HEIGHT-         -12.41  (meters)                     GEOID03
 KK1012  DYNAMIC HT  -        3356.882 (meters)   11013.37  (feet)  COMP
 KK1012  MODELED GRAV-     979,171.2   (mgal)                       NAVD 88
 KK1012
 KK1012  VERT ORDER  -  FIRST     CLASS II
 KK1012
 KK1012.The horizontal coordinates were scaled from a topographic map and have
 KK1012.an estimated accuracy of +/- 6 seconds.
 KK1012
 KK1012.The orthometric height was determined by differential leveling
 KK1012.and adjusted by the National Geodetic Survey in June 1991..
 KK1012
 KK1012.The geoid height was determined by GEOID03.
 KK1012
 KK1012.The dynamic height is computed by dividing the NAVD 88
 KK1012.geopotential number by the normal gravity value computed on the
 KK1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1012.degrees latitude (g = 980.6199 gals.).
 KK1012
 KK1012.The modeled gravity was interpolated from observed gravity values.
 KK1012
 KK1012;                    North         East    Units  Estimated Accuracy
 KK1012;SPC CO N     -   356,740.      890,880.      MT  (+/- 180 meters Scaled)
 KK1012
 KK1012                          SUPERSEDED SURVEY CONTROL
 KK1012
 KK1012  NGVD 29 (??/??/92) 3359.449  (m)        11021.79   (f) ADJ UNCH    1 2
 KK1012
 KK1012.Superseded values are not recommended for survey control.
 KK1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1012.See file dsdata.txt to determine how the superseded data were derived.
 KK1012
 KK1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE336059(NAD 83)
 KK1012_MARKER: DB = BENCH MARK DISK
 KK1012_SETTING: 80 = SET IN A BOULDER
 KK1012_STAMPING: E 264 1940
 KK1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1012+STABILITY: SURFACE MOTION
 KK1012
 KK1012  HISTORY     - Date     Condition        Report By
 KK1012  HISTORY     - 1940     MONUMENTED       CGS
 KK1012  HISTORY     - 1954     GOOD             NGS
 KK1012
 KK1012                          STATION DESCRIPTION
 KK1012
 KK1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1012'9.8 MI S FROM WEST PORTAL.
 KK1012'9.75 MILES SOUTH ALONG U.S. HIGHWAY 40 FROM THE WEST PORTAL OF THE
 KK1012'MOFFAT TUNNEL AT WEST PORTAL, 84 FEET NORTHEAST OF THE CENTER LINE
 KK1012'OF THE HIGHWAY, 22 FEET NORTHEAST OF A WITNESS POST, 0.2 FOOT
 KK1012'ABOVE THE GROUND, 4 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN
 KK1012'THE TOP OF A 2X3 FOOT BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0627 ***********************************************************************
 KK0627  DESIGNATION -  E 265
 KK0627  PID         -  KK0627
 KK0627  STATE/COUNTY-  CO/JEFFERSON
 KK0627  USGS QUAD   -  GOLDEN (1994)
 KK0627
 KK0627                         *CURRENT SURVEY CONTROL
 KK0627  ___________________________________________________________________
 KK0627* NAD 83(1986)-  39 51 39.     (N)    105 14 51.     (W)     SCALED    
 KK0627* NAVD 88     -      1881.007  (meters)    6171.27   (feet)  ADJUSTED  
 KK0627  ___________________________________________________________________
 KK0627  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 KK0627  DYNAMIC HT  -        1879.099 (meters)    6165.01  (feet)  COMP
 KK0627  MODELED GRAV-     979,545.5   (mgal)                       NAVD 88
 KK0627
 KK0627  VERT ORDER  -  FIRST     CLASS II
 KK0627
 KK0627.The horizontal coordinates were scaled from a topographic map and have
 KK0627.an estimated accuracy of +/- 6 seconds.
 KK0627
 KK0627.The orthometric height was determined by differential leveling
 KK0627.and adjusted by the National Geodetic Survey in June 1991..
 KK0627.WARNING-Repeat measurements at this control monument indicate possible
 KK0627.vertical movement.
 KK0627
 KK0627.The geoid height was determined by GEOID03.
 KK0627
 KK0627.The dynamic height is computed by dividing the NAVD 88
 KK0627.geopotential number by the normal gravity value computed on the
 KK0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0627.degrees latitude (g = 980.6199 gals.).
 KK0627
 KK0627.The modeled gravity was interpolated from observed gravity values.
 KK0627
 KK0627;                    North         East    Units  Estimated Accuracy
 KK0627;SPC CO C     -   529,910.      936,010.      MT  (+/- 180 meters Scaled)
 KK0627
 KK0627                          SUPERSEDED SURVEY CONTROL
 KK0627
 KK0627  NGVD 29 (??/??/??) 1880.003  (m)         6167.98   (f) ADJUSTED    1 2
 KK0627
 KK0627.Superseded values are not recommended for survey control.
 KK0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0627.See file dsdata.txt to determine how the superseded data were derived.
 KK0627
 KK0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE788123(NAD 83)
 KK0627_MARKER: DB = BENCH MARK DISK
 KK0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0627_STAMPING: E 265 1940
 KK0627_MARK LOGO: CGS   
 KK0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0627+STABILITY: SURFACE MOTION
 KK0627
 KK0627  HISTORY     - Date     Condition        Report By
 KK0627  HISTORY     - 1940     MONUMENTED       CGS
 KK0627  HISTORY     - 1952     GOOD             NGS
 KK0627  HISTORY     - 1982     GOOD             NGS
 KK0627  HISTORY     - 1984     GOOD             NGS
 KK0627
 KK0627                          STATION DESCRIPTION
 KK0627
 KK0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KK0627'10.9 MI NW FROM ARVADA.
 KK0627'10.9 MILES NORTHWEST ALONG THE DENVER AND SALT LAKE RAILROAD
 KK0627'FROM THE STATION AT ARVADA, 102 FEET SOUTHEAST OF MILEPOST
 KK0627'18, 94 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 5 FEET
 KK0627'NORTH OF A FENCE, 3 FEET WEST OF A WITNESS POST, 7 FEET BELOW
 KK0627'THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH
 KK0627'PROJECTS 0.5 FOOT ABOVE THE GROUND.
 KK0627
 KK0627                          STATION RECOVERY (1982)
 KK0627
 KK0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0627'ADD: TO REACH THE BENCH MARK FROM THE INTERSECTION OF STATE HIGHWAY
 KK0627'93 AND THE DENVER AND RIO GRANDE RAILROAD TRACKS, GO WEST ON THE
 KK0627'GRAVEL ACCESS ROAD THROUGH A GATE WHICH MAYBE LOCKED ON THE SOUTH
 KK0627'SIDE ON THE TRACKS FOR 0.75 MI TO THE MARK ON THE LEFT.
 KK0627
 KK0627                          STATION RECOVERY (1984)
 KK0627
 KK0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK0627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0578 ***********************************************************************
 KK0578  DESIGNATION -  E 266
 KK0578  PID         -  KK0578
 KK0578  STATE/COUNTY-  CO/GILPIN
 KK0578  USGS QUAD   -  CENTRAL CITY (1972)
 KK0578
 KK0578                         *CURRENT SURVEY CONTROL
 KK0578  ___________________________________________________________________
 KK0578* NAD 83(1986)-  39 50 18.     (N)    105 30 21.     (W)     SCALED    
 KK0578* NAVD 88     -      2776.068  (meters)    9107.82   (feet)  ADJUSTED  
 KK0578  ___________________________________________________________________
 KK0578  GEOID HEIGHT-         -13.31  (meters)                     GEOID03
 KK0578  DYNAMIC HT  -        2772.867 (meters)    9097.31  (feet)  COMP
 KK0578  MODELED GRAV-     979,371.6   (mgal)                       NAVD 88
 KK0578
 KK0578  VERT ORDER  -  SECOND    CLASS 0
 KK0578
 KK0578.The horizontal coordinates were scaled from a topographic map and have
 KK0578.an estimated accuracy of +/- 6 seconds.
 KK0578
 KK0578.The orthometric height was determined by differential leveling
 KK0578.and adjusted by the National Geodetic Survey in June 1991..
 KK0578
 KK0578.The geoid height was determined by GEOID03.
 KK0578
 KK0578.The dynamic height is computed by dividing the NAVD 88
 KK0578.geopotential number by the normal gravity value computed on the
 KK0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0578.degrees latitude (g = 980.6199 gals.).
 KK0578
 KK0578.The modeled gravity was interpolated from observed gravity values.
 KK0578
 KK0578;                    North         East    Units  Estimated Accuracy
 KK0578;SPC CO N     -   360,870.      913,900.      MT  (+/- 180 meters Scaled)
 KK0578
 KK0578                          SUPERSEDED SURVEY CONTROL
 KK0578
 KK0578  NGVD 29 (??/??/92) 2774.636  (m)         9103.12   (f) ADJ UNCH    2 0
 KK0578
 KK0578.Superseded values are not recommended for survey control.
 KK0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0578.See file dsdata.txt to determine how the superseded data were derived.
 KK0578
 KK0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE567099(NAD 83)
 KK0578_MARKER: DB = BENCH MARK DISK
 KK0578_SETTING: 80 = SET IN A BOULDER
 KK0578_STAMPING: E 266 1940
 KK0578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0578+STABILITY: SURFACE MOTION
 KK0578
 KK0578  HISTORY     - Date     Condition        Report By
 KK0578  HISTORY     - 1940     MONUMENTED       CGS
 KK0578  HISTORY     - 20020924 MARK NOT FOUND   USPSQD
 KK0578
 KK0578                          STATION DESCRIPTION
 KK0578
 KK0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 KK0578'4.7 MI N FROM BLACKHAWK.
 KK0578'4.7 MILES NORTH ALONG STATE HIGHWAY 119 FROM A ROAD JUNCTION
 KK0578'AT BLACKHAWK, GILPIN COUNTY, 100 FEET EAST OF A CUT THROUGH THE
 KK0578'POINT OF A HILL, 100 FEET WEST OF A PIPE CULVERT, 50 FEET SOUTH
 KK0578'OF THE CENTERLINE OF THE HIGHWAY, 12 FEET NORTH OF THE RIGHT-OF-WAY
 KK0578'FENCE, IN THE TOP OF A 4 FOOT GRANITE BOULDER, 0.8 FOOT ABOVE
 KK0578'GROUND, AND 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 KK0578'STAMPED E 266 1940.
 KK0578
 KK0578                          STATION RECOVERY (2002)
 KK0578
 KK0578'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 KK0578'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0622 ***********************************************************************
 JK0622  DESIGNATION -  E 267
 JK0622  PID         -  JK0622
 JK0622  STATE/COUNTY-  CO/CUSTER
 JK0622  USGS QUAD   -  BECKWITH MOUNTAIN (1958)
 JK0622
 JK0622                         *CURRENT SURVEY CONTROL
 JK0622  ___________________________________________________________________
 JK0622* NAD 83(1986)-  38 11 31.     (N)    105 31 20.     (W)     SCALED    
 JK0622* NAVD 88     -      2395.912  (meters)    7860.59   (feet)  ADJUSTED  
 JK0622  ___________________________________________________________________
 JK0622  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 JK0622  DYNAMIC HT  -        2392.982 (meters)    7850.98  (feet)  COMP
 JK0622  MODELED GRAV-     979,319.0   (mgal)                       NAVD 88
 JK0622
 JK0622  VERT ORDER  -  SECOND    CLASS 0
 JK0622
 JK0622.The horizontal coordinates were scaled from a topographic map and have
 JK0622.an estimated accuracy of +/- 6 seconds.
 JK0622
 JK0622.The orthometric height was determined by differential leveling
 JK0622.and adjusted by the National Geodetic Survey in June 1991..
 JK0622
 JK0622.The geoid height was determined by GEOID03.
 JK0622
 JK0622.The dynamic height is computed by dividing the NAVD 88
 JK0622.geopotential number by the normal gravity value computed on the
 JK0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0622.degrees latitude (g = 980.6199 gals.).
 JK0622
 JK0622.The modeled gravity was interpolated from observed gravity values.
 JK0622
 JK0622;                    North         East    Units  Estimated Accuracy
 JK0622;SPC CO S     -   474,090.      912,460.      MT  (+/- 180 meters Scaled)
 JK0622
 JK0622                          SUPERSEDED SURVEY CONTROL
 JK0622
 JK0622  NGVD 29 (??/??/92) 2394.642  (m)         7856.42   (f) ADJ UNCH    2 0
 JK0622
 JK0622.Superseded values are not recommended for survey control.
 JK0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0622.See file dsdata.txt to determine how the superseded data were derived.
 JK0622
 JK0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC542272(NAD 83)
 JK0622_MARKER: DB = BENCH MARK DISK
 JK0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0622_STAMPING: E 267 1941
 JK0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0622+STABILITY: SURFACE MOTION
 JK0622
 JK0622  HISTORY     - Date     Condition        Report By
 JK0622  HISTORY     - 1941     MONUMENTED       CGS
 JK0622
 JK0622                          STATION DESCRIPTION
 JK0622
 JK0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JK0622'6.2 MI NW FROM WESTCLIFFE.
 JK0622'6.2 MILES NORTHWEST ALONG STATE HIGHWAY 69 FROM THE COUNTY
 JK0622'COURTHOUSE AT WESTCLIFFE, CUSTER COUNTY, 54.0 FEET SOUTH OF A POLE,
 JK0622'12.0 FEET NORTH OF THE CENTERLINE OF A RANCH DRIVEWAY, 30.0 FEET
 JK0622'WEST OF THE CENTERLINE OF THE HIGHWAY, 1.0 FOOT EAST OF A PICKET
 JK0622'FENCE, 3.0 FEET SOUTH OF A 4- BY 4-INCH WOODEN MARKER POST STENCILED
 JK0622'U.S.B.M., AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED E
 JK0622'267 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 JK0622'0.8 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0278 ***********************************************************************
 JL0278  DESIGNATION -  E 268
 JL0278  PID         -  JL0278
 JL0278  STATE/COUNTY-  CO/GUNNISON
 JL0278  USGS QUAD   -  ANTHRACITE RANGE (1961)
 JL0278
 JL0278                         *CURRENT SURVEY CONTROL
 JL0278  ___________________________________________________________________
 JL0278* NAD 83(1986)-  38 51 26.     (N)    107 09 11.     (W)     SCALED    
 JL0278* NAVD 88     -      2712.693  (meters)    8899.89   (feet)  ADJUSTED  
 JL0278  ___________________________________________________________________
 JL0278  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 JL0278  DYNAMIC HT  -        2708.893 (meters)    8887.43  (feet)  COMP
 JL0278  MODELED GRAV-     979,131.3   (mgal)                       NAVD 88
 JL0278
 JL0278  VERT ORDER  -  SECOND    CLASS 0
 JL0278
 JL0278.The horizontal coordinates were scaled from a topographic map and have
 JL0278.an estimated accuracy of +/- 6 seconds.
 JL0278
 JL0278.The orthometric height was determined by differential leveling
 JL0278.and adjusted by the National Geodetic Survey in June 1991..
 JL0278
 JL0278.The geoid height was determined by GEOID03.
 JL0278
 JL0278.The dynamic height is computed by dividing the NAVD 88
 JL0278.geopotential number by the normal gravity value computed on the
 JL0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0278.degrees latitude (g = 980.6199 gals.).
 JL0278
 JL0278.The modeled gravity was interpolated from observed gravity values.
 JL0278
 JL0278;                    North         East    Units  Estimated Accuracy
 JL0278;SPC CO C     -   419,770.      770,930.      MT  (+/- 180 meters Scaled)
 JL0278
 JL0278                          SUPERSEDED SURVEY CONTROL
 JL0278
 JL0278  NGVD 29 (??/??/92) 2710.633  (m)         8893.14   (f) ADJ UNCH    2 0
 JL0278
 JL0278.Superseded values are not recommended for survey control.
 JL0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0278.See file dsdata.txt to determine how the superseded data were derived.
 JL0278
 JL0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD131031(NAD 83)
 JL0278_MARKER: DB = BENCH MARK DISK
 JL0278_SETTING: 80 = SET IN A BOULDER
 JL0278_SP_SET: BOULDER
 JL0278_STAMPING: E 268 1940
 JL0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0278+STABILITY: SURFACE MOTION
 JL0278
 JL0278  HISTORY     - Date     Condition        Report By
 JL0278  HISTORY     - 1940     MONUMENTED       CGS
 JL0278  HISTORY     - 1959     GOOD             USGS
 JL0278
 JL0278                          STATION DESCRIPTION
 JL0278
 JL0278'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 JL0278'3.8 MI NW FROM KEBLER PASS.
 JL0278'4.1 MILES NORTHWEST ALONG STATE HIGHWAY 135 FROM THE SUMMIT OF KEBLER
 JL0278'PASS, ON THE OUTSIDE OF THE WEST END OF A CURVE, AT A GENTLE SLOPE ON
 JL0278'THE SOUTH SIDE OF THE HIGHWAY, 20 YARDS EAST OF THE EAST EDGE OF A
 JL0278'SAMLL GROUP OF ASPEN TREES, AT THE EAST END OF A CLEARING, 38 FEET
 JL0278'SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF A BOULDER, AND
 JL0278'ABOUT 4 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED E 268
 JL0278'1940.  NOTE-- 3.8 MILES NORTHWEST ALONG STATE HIGHWAY 135 FROM THE
 JL0278'SUMMIT OF THE NEW KEBLER PASS, ABOUT 800 FEET WEST OF A ROAD LEADING
 JL0278'SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0188 ***********************************************************************
 JL0188  DESIGNATION -  E 269
 JL0188  PID         -  JL0188
 JL0188  STATE/COUNTY-  CO/SAGUACHE
 JL0188  USGS QUAD   -  COCHETOPA PARK (1967)
 JL0188
 JL0188                         *CURRENT SURVEY CONTROL
 JL0188  ___________________________________________________________________
 JL0188* NAD 83(1986)-  38 11 27.     (N)    106 43 56.     (W)     SCALED    
 JL0188* NAVD 88     -      2784.171  (meters)    9134.40   (feet)  ADJUSTED  
 JL0188  ___________________________________________________________________
 JL0188  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 JL0188  DYNAMIC HT  -        2780.307 (meters)    9121.72  (feet)  COMP
 JL0188  MODELED GRAV-     979,141.2   (mgal)                       NAVD 88
 JL0188
 JL0188  VERT ORDER  -  SECOND    CLASS 0
 JL0188
 JL0188.The horizontal coordinates were scaled from a topographic map and have
 JL0188.an estimated accuracy of +/- 6 seconds.
 JL0188
 JL0188.The orthometric height was determined by differential leveling
 JL0188.and adjusted by the National Geodetic Survey in June 1991..
 JL0188
 JL0188.The geoid height was determined by GEOID03.
 JL0188
 JL0188.The dynamic height is computed by dividing the NAVD 88
 JL0188.geopotential number by the normal gravity value computed on the
 JL0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0188.degrees latitude (g = 980.6199 gals.).
 JL0188
 JL0188.The modeled gravity was interpolated from observed gravity values.
 JL0188
 JL0188;                    North         East    Units  Estimated Accuracy
 JL0188;SPC CO S     -   474,670.      806,460.      MT  (+/- 180 meters Scaled)
 JL0188
 JL0188                          SUPERSEDED SURVEY CONTROL
 JL0188
 JL0188  NGVD 29 (??/??/92) 2782.375  (m)         9128.51   (f) ADJ UNCH    2 0
 JL0188
 JL0188.Superseded values are not recommended for survey control.
 JL0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0188.See file dsdata.txt to determine how the superseded data were derived.
 JL0188
 JL0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC483284(NAD 83)
 JL0188_MARKER: DB = BENCH MARK DISK
 JL0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0188_STAMPING: E 269 1940
 JL0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0188+STABILITY: SURFACE MOTION
 JL0188
 JL0188  HISTORY     - Date     Condition        Report By
 JL0188  HISTORY     - 1940     MONUMENTED       CODH
 JL0188  HISTORY     - 1968     GOOD             NGS
 JL0188
 JL0188                          STATION DESCRIPTION
 JL0188
 JL0188'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1940
 JL0188'4.0 MI W FROM PARLIN.
 JL0188'IN SAGUACHE COUNTY, ABOUT 4.0 MILES WEST ALONG U.S. HIGHWAY 50 FROM
 JL0188'PARLIN, GUNNISON COUNTY, THENCE ABOUT 23.2 MILES SOUTH AND 3.1 MILES
 JL0188'EAST ALONG STATE HIGHWAY 114, ABOUT 220 FEET NORTH OF A ROAD LEADING
 JL0188'TO THE BANNA RANCH, 90 FEET SOUTHEAST OF THE NORTH CONCRETE HEAD WALL
 JL0188'OF A CULVERT, AT THE INSIDE OF A CURVE, ON THE TOP OF A BANK, 49 FEET
 JL0188'EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 12 FEET HIGHER THAN
 JL0188'THE HIGHWAY.  A COLORADO STATE HIGHWAY DEPARTMENT STANDARD DISK,
 JL0188'STAMPED E 269 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JL0188'ABOUT 0.6 FOOT ABOVE GROUND.
 JL0188
 JL0188                          STATION RECOVERY (1968)
 JL0188
 JL0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JL0188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0480 ***********************************************************************
 KL0480  DESIGNATION -  E 269
 KL0480  PID         -  KL0480
 KL0480  STATE/COUNTY-  CO/GARFIELD
 KL0480  USGS QUAD   -  SHOSHONE (1987)
 KL0480
 KL0480                         *CURRENT SURVEY CONTROL
 KL0480  ___________________________________________________________________
 KL0480* NAD 83(1986)-  39 36 48.     (N)    107 08 09.     (W)     SCALED    
 KL0480* NAVD 88     -      1867.739  (meters)    6127.74   (feet)  ADJUSTED  
 KL0480  ___________________________________________________________________
 KL0480  GEOID HEIGHT-         -13.73  (meters)                     GEOID03
 KL0480  DYNAMIC HT  -        1865.771 (meters)    6121.28  (feet)  COMP
 KL0480  MODELED GRAV-     979,507.3   (mgal)                       NAVD 88
 KL0480
 KL0480  VERT ORDER  -  SECOND    CLASS 0
 KL0480
 KL0480.The horizontal coordinates were scaled from a topographic map and have
 KL0480.an estimated accuracy of +/- 6 seconds.
 KL0480
 KL0480.The orthometric height was determined by differential leveling
 KL0480.and adjusted by the National Geodetic Survey in June 1991..
 KL0480
 KL0480.The geoid height was determined by GEOID03.
 KL0480
 KL0480.The dynamic height is computed by dividing the NAVD 88
 KL0480.geopotential number by the normal gravity value computed on the
 KL0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0480.degrees latitude (g = 980.6199 gals.).
 KL0480
 KL0480.The modeled gravity was interpolated from observed gravity values.
 KL0480
 KL0480;                    North         East    Units  Estimated Accuracy
 KL0480;SPC CO C     -   503,660.      773,940.      MT  (+/- 180 meters Scaled)
 KL0480
 KL0480                          SUPERSEDED SURVEY CONTROL
 KL0480
 KL0480  NGVD 29 (??/??/92) 1866.467  (m)         6123.57   (f) ADJ UNCH    2 0
 KL0480
 KL0480.Superseded values are not recommended for survey control.
 KL0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0480.See file dsdata.txt to determine how the superseded data were derived.
 KL0480
 KL0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD166870(NAD 83)
 KL0480_MARKER: DB = BENCH MARK DISK
 KL0480_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KL0480_SP_SET: ABUTMENT
 KL0480_STAMPING: E 269 1938
 KL0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0480
 KL0480  HISTORY     - Date     Condition        Report By
 KL0480  HISTORY     - 1938     MONUMENTED       CGS
 KL0480
 KL0480                          STATION DESCRIPTION
 KL0480
 KL0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KL0480'3.4 MI E FROM SHOSHONE.
 KL0480'3.4 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KL0480'THE STATION AT SHOSHONE, GARFIELD COUNTY, 0.15 MILE WEST OF MILEPOST
 KL0480'347, 200 FEET WEST OF THE SWINGING BRIDGE OVER COLORADO RIVER, 10 FEET
 KL0480'NORTH OF THE CENTERLINE OF THE TRACK, AT A CONCRETE BRIDGE, IN THE
 KL0480'NORTH END OF THE WEST ABUTMENT, AND 4 FEET LOWER THAN THE TRACK. A
 KL0480'STANDARD DISK, STAMPED E 269 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0599 ***********************************************************************
 LL0599  DESIGNATION -  E 27
 LL0599  PID         -  LL0599
 LL0599  STATE/COUNTY-  CO/LARIMER
 LL0599  USGS QUAD   -  CARTER LAKE RESERVOIR (1971)
 LL0599
 LL0599                         *CURRENT SURVEY CONTROL
 LL0599  ___________________________________________________________________
 LL0599* NAD 83(1986)-  40 17 19.     (N)    105 11 50.     (W)     SCALED    
 LL0599* NAVD 88     -      1664.922  (meters)    5462.33   (feet)  ADJUSTED  
 LL0599  ___________________________________________________________________
 LL0599  GEOID HEIGHT-         -15.78  (meters)                     GEOID03
 LL0599  DYNAMIC HT  -        1663.421 (meters)    5457.41  (feet)  COMP
 LL0599  MODELED GRAV-     979,665.2   (mgal)                       NAVD 88
 LL0599
 LL0599  VERT ORDER  -  SECOND    CLASS 0
 LL0599
 LL0599.The horizontal coordinates were scaled from a topographic map and have
 LL0599.an estimated accuracy of +/- 6 seconds.
 LL0599
 LL0599.The orthometric height was determined by differential leveling
 LL0599.and adjusted by the National Geodetic Survey in June 1991..
 LL0599
 LL0599.The geoid height was determined by GEOID03.
 LL0599
 LL0599.The dynamic height is computed by dividing the NAVD 88
 LL0599.geopotential number by the normal gravity value computed on the
 LL0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0599.degrees latitude (g = 980.6199 gals.).
 LL0599
 LL0599.The modeled gravity was interpolated from observed gravity values.
 LL0599
 LL0599;                    North         East    Units  Estimated Accuracy
 LL0599;SPC CO N     -   410,910.      940,150.      MT  (+/- 180 meters Scaled)
 LL0599
 LL0599                          SUPERSEDED SURVEY CONTROL
 LL0599
 LL0599  NGVD 29 (??/??/92) 1663.903  (m)         5458.99   (f) ADJ UNCH    2 0
 LL0599
 LL0599.Superseded values are not recommended for survey control.
 LL0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0599.See file dsdata.txt to determine how the superseded data were derived.
 LL0599
 LL0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE832598(NAD 83)
 LL0599_MARKER: DD = SURVEY DISK
 LL0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0599_SP_SET: CONCRETE POST
 LL0599_STAMPING: E 27 1940 5457.140
 LL0599_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0599+STABILITY: SURFACE MOTION
 LL0599
 LL0599  HISTORY     - Date     Condition        Report By
 LL0599  HISTORY     - 1940     MONUMENTED       BOR
 LL0599  HISTORY     - 1940     GOOD             NGS
 LL0599  HISTORY     - 19871127 GOOD             MERRIC
 LL0599
 LL0599                          STATION DESCRIPTION
 LL0599
 LL0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LL0599'9.5 MI SW FROM BERTHOUD.
 LL0599'4.0 MILES WEST ALONG U.S. HIGHWAY 287, STATE HIGHWAY 56 AND A
 LL0599'COUNTY ROAD FROM THE POST OFFICE AT BERTHOUD, LARIMER COUNTY, THENCE
 LL0599'0.6 MILE WEST ALONG A COUNTY ROAD, THENCE 2.7 MILES WEST ALONG A
 LL0599'WINDING COUNTY ROAD TO A T-JUNCTION, AND THENCE 2.2 MILES SOUTH ALONG
 LL0599'A COUNTY ROAD, 200 FEET SOUTH OF A RANCH HOUSE, AT THE SOUTH END OF
 LL0599'A SHORT S-CURVE, 12 FEET EAST OF THE EAST SHOULDER OF THE ROAD, AND
 LL0599'1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE.  A UNITED STATES BUREAU
 LL0599'OF RECLAMATION STANDARD DISK, STAMPED E 27 1940 5457.140 AND SET IN
 LL0599'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 LL0599
 LL0599                          STATION RECOVERY (1987)
 LL0599
 LL0599'RECOVERY NOTE BY MERRICK AND COMPANY 1987
 LL0599'RECOVERED IN GOOD CONDITION.  NOTE--BUREAU OF RECLAMATION CAP IN
 LL0599'CONCRETE MONUMENT, 6-INCHES ABOVE GROUND, 1 FT (0.30 M) WEST OF
 LL0599'EASTERN RIGHT-OF-WAY FENCE ALONG HIGHWAY 27E.  PLACED ORANGE
 LL0599'FIBERGLASS POST ALONGSIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0013 ***********************************************************************
 JJ0013  DESIGNATION -  E 270
 JJ0013  PID         -  JJ0013
 JJ0013  STATE/COUNTY-  CO/CHEYENNE
 JJ0013  USGS QUAD   -  CHEYENNE WELLS NE (1982)
 JJ0013
 JJ0013                         *CURRENT SURVEY CONTROL
 JJ0013  ___________________________________________________________________
 JJ0013* NAD 83(1992)-  38 57 26.49368(N)    102 21 09.55058(W)     ADJUSTED  
 JJ0013* NAVD 88     -      1305.162  (meters)    4282.02   (feet)  ADJUSTED  
 JJ0013  ___________________________________________________________________
 JJ0013  X           -  -1,062,645.854 (meters)                     COMP
 JJ0013  Y           -  -4,852,306.097 (meters)                     COMP
 JJ0013  Z           -   3,989,443.332 (meters)                     COMP
 JJ0013  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 JJ0013  ELLIP HEIGHT-        1282.30  (meters)          (12/03/02) GPS OBS
 JJ0013  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 JJ0013  DYNAMIC HT  -        1303.966 (meters)    4278.10  (feet)  COMP
 JJ0013  MODELED GRAV-     979,666.6   (mgal)                       NAVD 88
 JJ0013
 JJ0013  HORZ ORDER  -  FIRST
 JJ0013  VERT ORDER  -  FIRST     CLASS II
 JJ0013  ELLP ORDER  -  FOURTH    CLASS II
 JJ0013
 JJ0013.The horizontal coordinates were established by GPS observations
 JJ0013.and adjusted by the National Geodetic Survey in November 1993..
 JJ0013
 JJ0013.The orthometric height was determined by differential leveling
 JJ0013.and adjusted by the National Geodetic Survey in June 1991..
 JJ0013
 JJ0013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JJ0013
 JJ0013.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0013
 JJ0013.The ellipsoidal height was determined by GPS observations
 JJ0013.and is referenced to NAD 83.
 JJ0013
 JJ0013.The geoid height was determined by GEOID03.
 JJ0013
 JJ0013.The dynamic height is computed by dividing the NAVD 88
 JJ0013.geopotential number by the normal gravity value computed on the
 JJ0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0013.degrees latitude (g = 980.6199 gals.).
 JJ0013
 JJ0013.The modeled gravity was interpolated from observed gravity values.
 JJ0013
 JJ0013;                    North         East     Units Scale Factor Converg.
 JJ0013;SPC CO C     -   434,300.246 1,187,137.558   MT  0.99993904   +1 59 06.0
 JJ0013;SPC CO C     - 1,424,866.72  3,894,800.47   sFT  0.99993904   +1 59 06.0
 JJ0013;UTM  13      - 4,315,378.090   729,393.220   MT  1.00024800   +1 39 54.8
 JJ0013
 JJ0013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0013!SPC CO C     -   0.99979885  x   0.99993904  =   0.99973790
 JJ0013!UTM  13      -   0.99979885  x   1.00024800  =   1.00004680
 JJ0013
 JJ0013                          SUPERSEDED SURVEY CONTROL
 JJ0013
 JJ0013  NAD 83(1992)-  38 57 26.49314(N)    102 21 09.54663(W) AD(       ) 1
 JJ0013  ELLIP H (09/13/93) 1282.24   (m)                       GP(       ) 3 1
 JJ0013  NAVD 88 (09/13/93) 1305.16   (m)         4282.0    (f) LEVELING    3  
 JJ0013  NGVD 29 (??/??/92) 1304.629  (m)         4280.27   (f) ADJ UNCH    1 2
 JJ0013
 JJ0013.Superseded values are not recommended for survey control.
 JJ0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0013.See file dsdata.txt to determine how the superseded data were derived.
 JJ0013
 JJ0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD2939315378(NAD 83)
 JJ0013_MARKER: DB = BENCH MARK DISK
 JJ0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0013_SP_SET: CONCRETE POST
 JJ0013_STAMPING: E 270 1941
 JJ0013_MARK LOGO: CGS   
 JJ0013_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JJ0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0013+STABILITY: SURFACE MOTION
 JJ0013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0013+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1992
 JJ0013
 JJ0013  HISTORY     - Date     Condition        Report By
 JJ0013  HISTORY     - 1941     MONUMENTED       CGS
 JJ0013  HISTORY     - 19920624 GOOD             CODH
 JJ0013
 JJ0013                          STATION DESCRIPTION
 JJ0013
 JJ0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0013'9.4 MI N FROM CHEYENNE WELLS.
 JJ0013'9.4 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE COUNTY COURTHOUSE
 JJ0013'AT CHEYENNE WELLS, 0.1 MILE NORTH OF A WOODEN BRIDGE, 98 FEET
 JJ0013'NORTHWEST ACROSS THE HIGHWAY FROM A SECTION-LINE FENCE CORNER,
 JJ0013'47 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, ON THE SOUTH SLOPE
 JJ0013'OF A HILL, 9.5 FEET WEST OF A FENCE, 6 FEET NORTHWEST OF A POLE,
 JJ0013'AND 2.5 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 JJ0013'DISK, STAMPED E 270 1941 AND SET IN THE TOP OF A CONCRETE POST
 JJ0013'PROJECTING 0.3 FOOT ABOVE GROUND.
 JJ0013
 JJ0013                          STATION RECOVERY (1992)
 JJ0013
 JJ0013'RECOVERY NOTE BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1992
 JJ0013'THE STATION LOCATION IS LOCATED ABOUT 28.3 MI (45.54 KM) SOUTH -
 JJ0013'SOUTHWEST OF BURLINGTON, 8.1 MI (13.04 KM) NORTH OF CHEYENNE WELLS,
 JJ0013'0.1 MI (0.16 KM) NORTH OF BIG TIMBER CREEK, IN THE SOUTHEAST 1/4 OF
 JJ0013'SECTION 32, T 12 S, R 44 W, AT U.S. HIGHWAY 385 MILEPOST 159.35.
 JJ0013'OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION.
 JJ0013'TO REACH THE STATION FROM THE CHEYENNE COUNTY COURTHOUSE IN CHEYENNE
 JJ0013'WELLS, GO NORTH ON U.S. HIGHWAY 385 FOR 9.4 MI (15.13 KM) TO THE
 JJ0013'STATION ON THE LEFT.
 JJ0013'THE STATION MARK IS A BRASS DISK IN A CONCRETE POST PROJECTING 0.3 FT
 JJ0013'(0.09 M) ABOVE THE GROUND.  IT IS 224 FT (68.28 M) SOUTH OF A FENCE
 JJ0013'CORNER, 95 FT (28.96 M) NORTHWEST ACROSS THE HIGHWAY FROM A SECTION
 JJ0013'LINE FENCE CORNER, 48.5 FT (14.78 M) WEST OF THE CENTERLINE OF THE
 JJ0013'HIGHWAY, 5 FT (1.52 M) EAST OF THE WEST RIGHT-OF-WAY FENCE, 2.5 FT
 JJ0013'(0.76 M) NORTH OF A WOODEN WITNESS POST, AND 2.5 FT (0.76 M) SOUTH OF
 JJ0013'A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0517 ***********************************************************************
 JJ0517  DESIGNATION -  E 271
 JJ0517  PID         -  JJ0517
 JJ0517  STATE/COUNTY-  CO/CROWLEY
 JJ0517  USGS QUAD   -  SUGAR CITY (1976)
 JJ0517
 JJ0517                         *CURRENT SURVEY CONTROL
 JJ0517  ___________________________________________________________________
 JJ0517* NAD 83(1986)-  38 11 59.     (N)    103 44 53.     (W)     SCALED    
 JJ0517* NAVD 88     -      1303.146  (meters)    4275.40   (feet)  ADJUSTED  
 JJ0517  ___________________________________________________________________
 JJ0517  GEOID HEIGHT-         -21.56  (meters)                     GEOID03
 JJ0517  DYNAMIC HT  -        1301.837 (meters)    4271.11  (feet)  COMP
 JJ0517  MODELED GRAV-     979,579.7   (mgal)                       NAVD 88
 JJ0517
 JJ0517  VERT ORDER  -  SECOND    CLASS 0
 JJ0517
 JJ0517.The horizontal coordinates were scaled from a topographic map and have
 JJ0517.an estimated accuracy of +/- 6 seconds.
 JJ0517
 JJ0517.The orthometric height was determined by differential leveling
 JJ0517.and adjusted by the National Geodetic Survey in June 1991..
 JJ0517
 JJ0517.The geoid height was determined by GEOID03.
 JJ0517
 JJ0517.The dynamic height is computed by dividing the NAVD 88
 JJ0517.geopotential number by the normal gravity value computed on the
 JJ0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0517.degrees latitude (g = 980.6199 gals.).
 JJ0517
 JJ0517.The modeled gravity was interpolated from observed gravity values.
 JJ0517
 JJ0517;                    North         East    Units  Estimated Accuracy
 JJ0517;SPC CO S     -   476,390.    1,067,850.      MT  (+/- 180 meters Scaled)
 JJ0517
 JJ0517                          SUPERSEDED SURVEY CONTROL
 JJ0517
 JJ0517  NGVD 29 (??/??/92) 1302.463  (m)         4273.16   (f) ADJ UNCH    2 0
 JJ0517
 JJ0517.Superseded values are not recommended for survey control.
 JJ0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0517.See file dsdata.txt to determine how the superseded data were derived.
 JJ0517
 JJ0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC096287(NAD 83)
 JJ0517_MARKER: DB = BENCH MARK DISK
 JJ0517_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0517_SP_SET: CULVERT
 JJ0517_STAMPING: E 271 1941
 JJ0517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0517
 JJ0517  HISTORY     - Date     Condition        Report By
 JJ0517  HISTORY     - 1941     MONUMENTED       CGS
 JJ0517  HISTORY     - 1954     MARK NOT FOUND   USGS
 JJ0517
 JJ0517                          STATION DESCRIPTION
 JJ0517
 JJ0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0517'1.7 MI S FROM ORDWAY.
 JJ0517'TO REACH FROM THE POST OFFICE AT ORDWAY-- GO 0.5 OF A MILE EAST
 JJ0517'ALONG STATE HWY. 96 TO JCT. WITH HWY. 71, THENCE, TURN RIGHT, GO 1.2
 JJ0517'MILES SOUTH ALONG HWY. 71 TO SITE OF BENCH MARK.  BENCH MARK IS SET
 JJ0517'IN THE HEADWALL OF A CONCRETE CULVERT, 90.0 FEET NORTH OF A ROAD
 JJ0517'LEADING INTO A FARM LOT, ON THE EAST SIDE OF THE ROAD, 30.0 FEET
 JJ0517'EAST OF THE CENTERLINE OF A SIDE ROAD LEADING WEST, 12.0 FEET
 JJ0517'EAST OF AND APPROXIMATELY 6.0 INCHES ABOVE THE CENTERLINE OF
 JJ0517'THE HWY.  A STD. DISK SET IN CONCRETE HEADWALL OF A CULVERT,
 JJ0517'PROJECTING, 6.0 INCHES ABOVE THE GROUND.
 JJ0517
 JJ0517                          STATION RECOVERY (1954)
 JJ0517
 JJ0517'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JJ0517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0591 ***********************************************************************
 JJ0591  DESIGNATION -  E 272
 JJ0591  PID         -  JJ0591
 JJ0591  STATE/COUNTY-  CO/LINCOLN
 JJ0591  USGS QUAD   -  PUNKIN CENTER (1977)
 JJ0591
 JJ0591                         *CURRENT SURVEY CONTROL
 JJ0591  ___________________________________________________________________
 JJ0591* NAD 83(1986)-  38 47 47.     (N)    103 42 00.     (W)     SCALED    
 JJ0591* NAVD 88     -      1591.634  (meters)    5221.89   (feet)  ADJUSTED  
 JJ0591  ___________________________________________________________________
 JJ0591  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 JJ0591  DYNAMIC HT  -        1590.037 (meters)    5216.65  (feet)  COMP
 JJ0591  MODELED GRAV-     979,568.3   (mgal)                       NAVD 88
 JJ0591
 JJ0591  VERT ORDER  -  SECOND    CLASS 0
 JJ0591
 JJ0591.The horizontal coordinates were scaled from a topographic map and have
 JJ0591.an estimated accuracy of +/- 6 seconds.
 JJ0591
 JJ0591.The orthometric height was determined by differential leveling
 JJ0591.and adjusted by the National Geodetic Survey in June 1991..
 JJ0591
 JJ0591.The geoid height was determined by GEOID03.
 JJ0591
 JJ0591.The dynamic height is computed by dividing the NAVD 88
 JJ0591.geopotential number by the normal gravity value computed on the
 JJ0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0591.degrees latitude (g = 980.6199 gals.).
 JJ0591
 JJ0591.The modeled gravity was interpolated from observed gravity values.
 JJ0591
 JJ0591;                    North         East    Units  Estimated Accuracy
 JJ0591;SPC CO C     -   413,260.    1,070,760.      MT  (+/- 180 meters Scaled)
 JJ0591
 JJ0591                          SUPERSEDED SURVEY CONTROL
 JJ0591
 JJ0591  NGVD 29 (??/??/92) 1590.841  (m)         5219.28   (f) ADJ UNCH    2 0
 JJ0591
 JJ0591.Superseded values are not recommended for survey control.
 JJ0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0591.See file dsdata.txt to determine how the superseded data were derived.
 JJ0591
 JJ0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC128949(NAD 83)
 JJ0591_MARKER: DB = BENCH MARK DISK
 JJ0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0591_STAMPING: E 272 1941
 JJ0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0591+STABILITY: SURFACE MOTION
 JJ0591
 JJ0591  HISTORY     - Date     Condition        Report By
 JJ0591  HISTORY     - 1941     MONUMENTED       CGS
 JJ0591  HISTORY     - 1974     GOOD             USGS
 JJ0591
 JJ0591                          STATION DESCRIPTION
 JJ0591
 JJ0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0591'9.5 MI N FROM FORDER.
 JJ0591'TO REACH FROM THE SCHOOL HOUSE AT FORDER-- GO 9.5 MILES NORTH
 JJ0591'ALONG HWY. 71 TO SITE OF BENCH MARK.  BENCH MARK IS 0.2 OF A MILE
 JJ0591'NORTH OF A SIDE ROAD LEADING EAST, 30.0 FEET SOUTH OF A TELEPHONE
 JJ0591'POLE, 8.0 FEET WEST OF A FENCE LINE, 36.0 FEET EAST OF AND
 JJ0591'APPROXIMATELY THE SAME ELEVATION AS THE CENTERLINE OF THE HWY.
 JJ0591'A STD. DISK SET FLUSH AND HORIZONTALLY IN A CONCRETE POST,
 JJ0591'PROJECTING 6.0 INCHES ABOVE THE GROUND, 4.0 FEET NORTH OF A WHITE,
 JJ0591'WOODEN, 4X4-INCH MARKER POST.
 JJ0591
 JJ0591                          STATION RECOVERY (1974)
 JJ0591
 JJ0591'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0429 ***********************************************************************
 JJ0429  DESIGNATION -  E 274
 JJ0429  PID         -  JJ0429
 JJ0429  STATE/COUNTY-  CO/BENT
 JJ0429  USGS QUAD   -  KREYBILL (1979)
 JJ0429
 JJ0429                         *CURRENT SURVEY CONTROL
 JJ0429  ___________________________________________________________________
 JJ0429* NAD 83(1986)-  38 03 37.     (N)    103 01 38.     (W)     SCALED    
 JJ0429* NAVD 88     -      1181.750  (meters)    3877.12   (feet)  ADJUSTED  
 JJ0429  ___________________________________________________________________
 JJ0429  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 JJ0429  DYNAMIC HT  -        1180.603 (meters)    3873.36  (feet)  COMP
 JJ0429  MODELED GRAV-     979,618.0   (mgal)                       NAVD 88
 JJ0429
 JJ0429  VERT ORDER  -  FIRST     CLASS II
 JJ0429
 JJ0429.The horizontal coordinates were scaled from a topographic map and have
 JJ0429.an estimated accuracy of +/- 6 seconds.
 JJ0429
 JJ0429.The orthometric height was determined by differential leveling
 JJ0429.and adjusted by the National Geodetic Survey in June 1991..
 JJ0429
 JJ0429.The geoid height was determined by GEOID03.
 JJ0429
 JJ0429.The dynamic height is computed by dividing the NAVD 88
 JJ0429.geopotential number by the normal gravity value computed on the
 JJ0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0429.degrees latitude (g = 980.6199 gals.).
 JJ0429
 JJ0429.The modeled gravity was interpolated from observed gravity values.
 JJ0429
 JJ0429;                    North         East    Units  Estimated Accuracy
 JJ0429;SPC CO S     -   462,340.    1,131,380.      MT  (+/- 180 meters Scaled)
 JJ0429
 JJ0429                          SUPERSEDED SURVEY CONTROL
 JJ0429
 JJ0429  NGVD 29 (??/??/92) 1181.182  (m)         3875.26   (f) ADJ UNCH    1 2
 JJ0429
 JJ0429.Superseded values are not recommended for survey control.
 JJ0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0429.See file dsdata.txt to determine how the superseded data were derived.
 JJ0429
 JJ0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC730143(NAD 83)
 JJ0429_MARKER: DB = BENCH MARK DISK
 JJ0429_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JJ0429_STAMPING: E 274 1941
 JJ0429_MARK LOGO: CGS   
 JJ0429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0429
 JJ0429  HISTORY     - Date     Condition        Report By
 JJ0429  HISTORY     - 1941     MONUMENTED       CGS
 JJ0429  HISTORY     - 1951     GOOD             NGS
 JJ0429  HISTORY     - 1982     GOOD             LOCENG
 JJ0429  HISTORY     - 1985     GOOD             NGS
 JJ0429
 JJ0429                          STATION DESCRIPTION
 JJ0429
 JJ0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JJ0429'10.8 MI E FROM LAS ANIMAS.
 JJ0429'10.8 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JJ0429'FROM THE STATION AT LAS ANIMAS, 3.7 MILES WEST OF THE STATION AT
 JJ0429'CADDOA, 0.2 MILE WEST OF MILEPOST 525, AT THE EAST CONCRETE
 JJ0429'ABUTMENT OF A BRIDGE OVER RULE CREEK IN THE TOP OF THE EAST END OF
 JJ0429'THE SOUTH WING WALL, 9 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 JJ0429'AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 JJ0429'E 274 1941.
 JJ0429
 JJ0429                          STATION RECOVERY (1982)
 JJ0429
 JJ0429'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 JJ0429'RECOVERED IN GOOD CONDITION.
 JJ0429
 JJ0429                          STATION RECOVERY (1985)
 JJ0429
 JJ0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0429'RECOVERED IN GOOD CONDITION.  A NEW ROUTE TO THE MARK FOLLOWS.
 JJ0429'18.0 KM (11.2 MI) EASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 JJ0429'COURTHOUSE IN LAS ANIMAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0180 ***********************************************************************
 JJ0180  DESIGNATION -  E 276
 JJ0180  PID         -  JJ0180
 JJ0180  STATE/COUNTY-  CO/BENT
 JJ0180  USGS QUAD   -  HASTY (1979)
 JJ0180
 JJ0180                         *CURRENT SURVEY CONTROL
 JJ0180  ___________________________________________________________________
 JJ0180* NAD 83(1986)-  38 03 54.     (N)    102 56 10.     (W)     SCALED    
 JJ0180* NAVD 88     -      1153.473  (meters)    3784.35   (feet)  ADJUSTED  
 JJ0180  ___________________________________________________________________
 JJ0180  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 JJ0180  DYNAMIC HT  -        1152.359 (meters)    3780.70  (feet)  COMP
 JJ0180  MODELED GRAV-     979,624.6   (mgal)                       NAVD 88
 JJ0180
 JJ0180  VERT ORDER  -  FIRST     CLASS II
 JJ0180
 JJ0180.The horizontal coordinates were scaled from a topographic map and have
 JJ0180.an estimated accuracy of +/- 6 seconds.
 JJ0180
 JJ0180.The orthometric height was determined by differential leveling
 JJ0180.and adjusted by the National Geodetic Survey in June 1991..
 JJ0180
 JJ0180.The geoid height was determined by GEOID03.
 JJ0180
 JJ0180.The dynamic height is computed by dividing the NAVD 88
 JJ0180.geopotential number by the normal gravity value computed on the
 JJ0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0180.degrees latitude (g = 980.6199 gals.).
 JJ0180
 JJ0180.The modeled gravity was interpolated from observed gravity values.
 JJ0180
 JJ0180;                    North         East    Units  Estimated Accuracy
 JJ0180;SPC CO S     -   463,080.    1,139,360.      MT  (+/- 180 meters Scaled)
 JJ0180
 JJ0180                          SUPERSEDED SURVEY CONTROL
 JJ0180
 JJ0180  NGVD 29 (??/??/92) 1152.922  (m)         3782.54   (f) ADJ UNCH    1 2
 JJ0180
 JJ0180.Superseded values are not recommended for survey control.
 JJ0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0180.See file dsdata.txt to determine how the superseded data were derived.
 JJ0180
 JJ0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC810150(NAD 83)
 JJ0180_MARKER: DB = BENCH MARK DISK
 JJ0180_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JJ0180_STAMPING: E 276 1941
 JJ0180_MARK LOGO: CGS   
 JJ0180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JJ0180+STABILITY: POSITION/ELEVATION WELL
 JJ0180
 JJ0180  HISTORY     - Date     Condition        Report By
 JJ0180  HISTORY     - 1941     MONUMENTED       CGS
 JJ0180  HISTORY     - 1983     GOOD             LOCENG
 JJ0180  HISTORY     - 1985     GOOD             NGS
 JJ0180
 JJ0180                          STATION DESCRIPTION
 JJ0180
 JJ0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0180'NEAR CADDOA.
 JJ0180'NEAR CADDOA, AT THE JOHN MARTIN DAM, IN THE SOUTH SIDE OF THE
 JJ0180'SOUTH ADIT, 6 FEET SOUTH OF THE CENTERLINE OF THE ADIT, AND 2.5
 JJ0180'FEET ABOVE THE FLOOR.  A STANDARD DISK, STAMPED E 276 1941 AND
 JJ0180'SET VERTICALLY.
 JJ0180
 JJ0180                          STATION RECOVERY (1983)
 JJ0180
 JJ0180'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983
 JJ0180'RECOVERED IN GOOD CONDITION.
 JJ0180
 JJ0180                          STATION RECOVERY (1985)
 JJ0180
 JJ0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0330 ***********************************************************************
 KL0330  DESIGNATION -  E 277
 KL0330  PID         -  KL0330
 KL0330  STATE/COUNTY-  CO/PITKIN
 KL0330  USGS QUAD   -  NAST (1994)
 KL0330
 KL0330                         *CURRENT SURVEY CONTROL
 KL0330  ___________________________________________________________________
 KL0330* NAD 83(1986)-  39 19 23.     (N)    106 36 02.     (W)     SCALED    
 KL0330* NAVD 88     -      2976.612  (meters)    9765.77   (feet)  ADJUSTED  
 KL0330  ___________________________________________________________________
 KL0330  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 KL0330  DYNAMIC HT  -        2972.436 (meters)    9752.07  (feet)  COMP
 KL0330  MODELED GRAV-     979,117.7   (mgal)                       NAVD 88
 KL0330
 KL0330  VERT ORDER  -  SECOND    CLASS 0
 KL0330
 KL0330.The horizontal coordinates were scaled from a topographic map and have
 KL0330.an estimated accuracy of +/- 6 seconds.
 KL0330
 KL0330.The orthometric height was determined by differential leveling
 KL0330.and adjusted by the National Geodetic Survey in June 1991..
 KL0330
 KL0330.The geoid height was determined by GEOID03.
 KL0330
 KL0330.The dynamic height is computed by dividing the NAVD 88
 KL0330.geopotential number by the normal gravity value computed on the
 KL0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0330.degrees latitude (g = 980.6199 gals.).
 KL0330
 KL0330.The modeled gravity was interpolated from observed gravity values.
 KL0330
 KL0330;                    North         East    Units  Estimated Accuracy
 KL0330;SPC CO C     -   470,750.      819,510.      MT  (+/- 180 meters Scaled)
 KL0330
 KL0330                          SUPERSEDED SURVEY CONTROL
 KL0330
 KL0330  NGVD 29 (??/??/92) 2974.576  (m)         9759.09   (f) ADJ UNCH    2 0
 KL0330
 KL0330.Superseded values are not recommended for survey control.
 KL0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0330.See file dsdata.txt to determine how the superseded data were derived.
 KL0330
 KL0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD620538(NAD 83)
 KL0330_MARKER: DB = BENCH MARK DISK
 KL0330_SETTING: 80 = SET IN A BOULDER
 KL0330_SP_SET: BOULDER
 KL0330_STAMPING: E 277 1951
 KL0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0330+STABILITY: SURFACE MOTION
 KL0330
 KL0330  HISTORY     - Date     Condition        Report By
 KL0330  HISTORY     - 1951     MONUMENTED       CGS
 KL0330  HISTORY     - 1959     GOOD             DOD
 KL0330
 KL0330                          STATION DESCRIPTION
 KL0330
 KL0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0330'12.0 MI SE FROM THOMASVILLE.
 KL0330'12.0 MILES SOUTHEAST ALONG STATE HIGHWAY 104 FROM ITS JUNCTION WITH
 KL0330'STATE HIGHWAY 307 AT THOMASVILLE, 19 FEET NORTHEAST OF THE CENTER LINE
 KL0330'OF THE HIGHWAY, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, 12 FEET WEST
 KL0330'OF A LONE 8 INCH PINE TREE, AT THE SOUTHEAST EDGE OF A GROVE OF SMALL
 KL0330'ASPEN TREES, SET IN THE TOP OF THE SOUTHWEST END OF A 10X30 FOOT
 KL0330'GRANITE BOULDER, 5 FEET ABOVE THE GROUND.
 KL0330
 KL0330                          STATION RECOVERY (1959)
 KL0330
 KL0330'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0359 ***********************************************************************
 KL0359  DESIGNATION -  E 278
 KL0359  PID         -  KL0359
 KL0359  STATE/COUNTY-  CO/EAGLE
 KL0359  USGS QUAD   -  RUEDI RESERVOIR (1987)
 KL0359
 KL0359                         *CURRENT SURVEY CONTROL
 KL0359  ___________________________________________________________________
 KL0359* NAD 83(1986)-  39 22 16.     (N)    106 52 03.     (W)     SCALED    
 KL0359* NAVD 88     -      2227.795  (meters)    7309.02   (feet)  ADJUSTED  
 KL0359  ___________________________________________________________________
 KL0359  GEOID HEIGHT-         -13.56  (meters)                     GEOID03
 KL0359  DYNAMIC HT  -        2225.180 (meters)    7300.44  (feet)  COMP
 KL0359  MODELED GRAV-     979,374.4   (mgal)                       NAVD 88
 KL0359
 KL0359  VERT ORDER  -  SECOND    CLASS 0
 KL0359
 KL0359.The horizontal coordinates were scaled from a topographic map and have
 KL0359.an estimated accuracy of +/- 6 seconds.
 KL0359
 KL0359.The orthometric height was determined by differential leveling
 KL0359.and adjusted by the National Geodetic Survey in June 1991..
 KL0359
 KL0359.The geoid height was determined by GEOID03.
 KL0359
 KL0359.The dynamic height is computed by dividing the NAVD 88
 KL0359.geopotential number by the normal gravity value computed on the
 KL0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0359.degrees latitude (g = 980.6199 gals.).
 KL0359
 KL0359.The modeled gravity was interpolated from observed gravity values.
 KL0359
 KL0359;                    North         East    Units  Estimated Accuracy
 KL0359;SPC CO C     -   476,390.      796,570.      MT  (+/- 180 meters Scaled)
 KL0359
 KL0359                          SUPERSEDED SURVEY CONTROL
 KL0359
 KL0359  NGVD 29 (??/??/92) 2226.269  (m)         7304.02   (f) ADJ UNCH    2 0
 KL0359
 KL0359.Superseded values are not recommended for survey control.
 KL0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0359.See file dsdata.txt to determine how the superseded data were derived.
 KL0359
 KL0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD391596(NAD 83)
 KL0359_MARKER: DB = BENCH MARK DISK
 KL0359_SETTING: 80 = SET IN A BOULDER
 KL0359_SP_SET: BOULDER
 KL0359_STAMPING: E 278 1951
 KL0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0359+STABILITY: SURFACE MOTION
 KL0359
 KL0359  HISTORY     - Date     Condition        Report By
 KL0359  HISTORY     - 1951     MONUMENTED       CGS
 KL0359  HISTORY     - 1968     GOOD             NGS
 KL0359
 KL0359                          STATION DESCRIPTION
 KL0359
 KL0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0359'9.6 MI NW FROM THOMASVILLE.
 KL0359'9.6 MILES NORTHWEST ALONG STATE HIGHWAY 104 FROM ITS JUNCTION WITH
 KL0359'STATE HIGHWAY 307 AT THOMASVILLE, 24 FEET NORTHEAST OF THE CENTER LINE
 KL0359'OF THE HIGHWAY, 69 FEET NORTHEAST OF A TELEPHONE POLE, AT A LARGE ROCK
 KL0359'SLIDE, SET IN THE TOP OF THE CENTER OF A 2X6 FOOT RED SANDSTONE
 KL0359'BOULDER.
 KL0359
 KL0359                          STATION RECOVERY (1968)
 KL0359
 KL0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 KL0359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0381 ***********************************************************************
 KL0381  DESIGNATION -  E 279
 KL0381  PID         -  KL0381
 KL0381  STATE/COUNTY-  CO/EAGLE
 KL0381  USGS QUAD   -  CROOKED CREEK PASS (1987)
 KL0381
 KL0381                         *CURRENT SURVEY CONTROL
 KL0381  ___________________________________________________________________
 KL0381* NAD 83(1986)-  39 25 51.     (N)    106 39 44.     (W)     SCALED    
 KL0381* NAVD 88     -      2889.450  (meters)    9479.80   (feet)  ADJUSTED  
 KL0381  ___________________________________________________________________
 KL0381  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 KL0381  DYNAMIC HT  -        2885.506 (meters)    9466.86  (feet)  COMP
 KL0381  MODELED GRAV-     979,158.7   (mgal)                       NAVD 88
 KL0381
 KL0381  VERT ORDER  -  SECOND    CLASS 0
 KL0381
 KL0381.The horizontal coordinates were scaled from a topographic map and have
 KL0381.an estimated accuracy of +/- 6 seconds.
 KL0381
 KL0381.The orthometric height was determined by differential leveling
 KL0381.and adjusted by the National Geodetic Survey in June 1991..
 KL0381
 KL0381.The geoid height was determined by GEOID03.
 KL0381
 KL0381.The dynamic height is computed by dividing the NAVD 88
 KL0381.geopotential number by the normal gravity value computed on the
 KL0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0381.degrees latitude (g = 980.6199 gals.).
 KL0381
 KL0381.The modeled gravity was interpolated from observed gravity values.
 KL0381
 KL0381;                    North         East    Units  Estimated Accuracy
 KL0381;SPC CO C     -   482,780.      814,340.      MT  (+/- 180 meters Scaled)
 KL0381
 KL0381                          SUPERSEDED SURVEY CONTROL
 KL0381
 KL0381  NGVD 29 (??/??/92) 2887.510  (m)         9473.44   (f) ADJ UNCH    2 0
 KL0381
 KL0381.Superseded values are not recommended for survey control.
 KL0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0381.See file dsdata.txt to determine how the superseded data were derived.
 KL0381
 KL0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD569659(NAD 83)
 KL0381_MARKER: DB = BENCH MARK DISK
 KL0381_SETTING: 80 = SET IN A BOULDER
 KL0381_SP_SET: BOULDER
 KL0381_STAMPING: E 279 1951
 KL0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0381+STABILITY: SURFACE MOTION
 KL0381
 KL0381  HISTORY     - Date     Condition        Report By
 KL0381  HISTORY     - 1951     MONUMENTED       CGS
 KL0381  HISTORY     - 1959     GOOD             DOD
 KL0381
 KL0381                          STATION DESCRIPTION
 KL0381
 KL0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0381'8.85 MI N FROM THOMASVILLE.
 KL0381'8.85 MILES NORTH ALONG STATE HIGHWAY 307 FROM ITS JUNCTION WITH STATE
 KL0381'HIGHWAY 104 AT THOMASVILLE, 0.3 MILE WEST OF A JUNCTION WITH A ROAD
 KL0381'LEADING EAST TO GOLD DUST CAMP, 21 FEET NORTH OF THE CENTER LINE OF
 KL0381'THE HIGHWAY, 9 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF
 KL0381'THE NORTHEAST END OF A 10X20 FOOT GRANITE BOULDER, 5 FEET ABOVE THE
 KL0381'GROUND.
 KL0381
 KL0381                          STATION RECOVERY (1959)
 KL0381
 KL0381'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0381'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0600 ***********************************************************************
 LL0600  DESIGNATION -  E 28
 LL0600  PID         -  LL0600
 LL0600  STATE/COUNTY-  CO/LARIMER
 LL0600  USGS QUAD   -  CARTER LAKE RESERVOIR (1971)
 LL0600
 LL0600                         *CURRENT SURVEY CONTROL
 LL0600  ___________________________________________________________________
 LL0600* NAD 83(1986)-  40 16 32.     (N)    105 11 39.     (W)     SCALED    
 LL0600* NAVD 88     -      1637.512  (meters)    5372.40   (feet)  ADJUSTED  
 LL0600  ___________________________________________________________________
 LL0600  GEOID HEIGHT-         -15.85  (meters)                     GEOID03
 LL0600  DYNAMIC HT  -        1636.031 (meters)    5367.55  (feet)  COMP
 LL0600  MODELED GRAV-     979,663.9   (mgal)                       NAVD 88
 LL0600
 LL0600  VERT ORDER  -  SECOND    CLASS 0
 LL0600
 LL0600.The horizontal coordinates were scaled from a topographic map and have
 LL0600.an estimated accuracy of +/- 6 seconds.
 LL0600
 LL0600.The orthometric height was determined by differential leveling
 LL0600.and adjusted by the National Geodetic Survey in June 1991..
 LL0600
 LL0600.The geoid height was determined by GEOID03.
 LL0600
 LL0600.The dynamic height is computed by dividing the NAVD 88
 LL0600.geopotential number by the normal gravity value computed on the
 LL0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0600.degrees latitude (g = 980.6199 gals.).
 LL0600
 LL0600.The modeled gravity was interpolated from observed gravity values.
 LL0600
 LL0600;                    North         East    Units  Estimated Accuracy
 LL0600;SPC CO N     -   409,460.      940,410.      MT  (+/- 180 meters Scaled)
 LL0600
 LL0600                          SUPERSEDED SURVEY CONTROL
 LL0600
 LL0600  NGVD 29 (??/??/92) 1636.490  (m)         5369.05   (f) ADJ UNCH    2 0
 LL0600
 LL0600.Superseded values are not recommended for survey control.
 LL0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0600.See file dsdata.txt to determine how the superseded data were derived.
 LL0600
 LL0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE834583(NAD 83)
 LL0600_MARKER: DD = SURVEY DISK
 LL0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0600_STAMPING: E 28 1940 5367.201
 LL0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0600+STABILITY: SURFACE MOTION
 LL0600
 LL0600  HISTORY     - Date     Condition        Report By
 LL0600  HISTORY     - 1940     MONUMENTED       BOR
 LL0600  HISTORY     - 1940     GOOD             NGS
 LL0600
 LL0600                          STATION DESCRIPTION
 LL0600
 LL0600'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LL0600'9.6 MI SW FROM BERTHOUD.
 LL0600'4.0 MILES WEST ALONG U.S. HIGHWAY 287, STATE HIGHWAY 56 AND A COUNTY
 LL0600'ROAD FROM THE POST OFFICE AT BERTHOUD, LARIMER COUNTY, THENCE 1.0
 LL0600'MILE SOUTH ALONG A COUNTY ROAD, THENCE 0.4 MILE WEST ALONG A COUNTY
 LL0600'ROAD, THENCE 1.0 MILE SOUTH ALONG A COUNTY ROAD, AND THENCE 1.8
 LL0600'MILES WEST ALONG A COUNTY ROAD, 0.95 MILE SOUTH OF BENCH MARK E 27
 LL0600'(USBR), 36 FEET EAST OF A FIELD GATE IN AN EAST-AND-WEST FENCE, AT
 LL0600'THE POINT WHERE THE ROAD TURNS NORTH, 11 FEET SOUTH OF THE SOUTH
 LL0600'SHOULDER OF THE ROAD, 2 FEET WEST OF A T-FENCE CORNER, AND 1 FOOT
 LL0600'SOUTH OF THE SOUTH RIGHT-OF-WAY FENCE.  A UNITED STATES BUREAU OF
 LL0600'RECLAMATION STANDARD DISK, STAMPED E 28 1940 5367.201 AND SET IN
 LL0600'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0363 ***********************************************************************
 LM0363  DESIGNATION -  E 28
 LM0363  PID         -  LM0363
 LM0363  STATE/COUNTY-  CO/ROUTT
 LM0363  USGS QUAD   -  MILNER (1973)
 LM0363
 LM0363                         *CURRENT SURVEY CONTROL
 LM0363  ___________________________________________________________________
 LM0363* NAD 83(1986)-  40 29 06.     (N)    107 04 36.     (W)     SCALED    
 LM0363* NAVD 88     -      1967.962  (meters)    6456.56   (feet)  ADJUSTED  
 LM0363  ___________________________________________________________________
 LM0363  GEOID HEIGHT-         -13.32  (meters)                     GEOID03
 LM0363  DYNAMIC HT  -        1966.042 (meters)    6450.26  (feet)  COMP
 LM0363  MODELED GRAV-     979,579.6   (mgal)                       NAVD 88
 LM0363
 LM0363  VERT ORDER  -  FIRST     CLASS II
 LM0363
 LM0363.The horizontal coordinates were scaled from a topographic map and have
 LM0363.an estimated accuracy of +/- 6 seconds.
 LM0363
 LM0363.The orthometric height was determined by differential leveling
 LM0363.and adjusted by the National Geodetic Survey in June 1991..
 LM0363
 LM0363.The geoid height was determined by GEOID03.
 LM0363
 LM0363.The dynamic height is computed by dividing the NAVD 88
 LM0363.geopotential number by the normal gravity value computed on the
 LM0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0363.degrees latitude (g = 980.6199 gals.).
 LM0363
 LM0363.The modeled gravity was interpolated from observed gravity values.
 LM0363
 LM0363;                    North         East    Units  Estimated Accuracy
 LM0363;SPC CO N     -   433,860.      780,730.      MT  (+/- 180 meters Scaled)
 LM0363
 LM0363                          SUPERSEDED SURVEY CONTROL
 LM0363
 LM0363  NGVD 29 (??/??/92) 1966.716  (m)         6452.47   (f) ADJ UNCH    1 2
 LM0363
 LM0363.Superseded values are not recommended for survey control.
 LM0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0363.See file dsdata.txt to determine how the superseded data were derived.
 LM0363
 LM0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE239836(NAD 83)
 LM0363_MARKER: DB = BENCH MARK DISK
 LM0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0363_STAMPING: E 28 1933
 LM0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0363+STABILITY: SURFACE MOTION
 LM0363
 LM0363  HISTORY     - Date     Condition        Report By
 LM0363  HISTORY     - 1933     MONUMENTED       CGS
 LM0363  HISTORY     - 1971     GOOD             USGS
 LM0363
 LM0363                          STATION DESCRIPTION
 LM0363
 LM0363'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 LM0363'3.8 MI E FROM MT HARRIS.
 LM0363'3.8 MI. E. ALONG D. AND S.L. RR FROM MT. HARRIS FROM THE JUNCTION OF
 LM0363'U.S. HIGHWAY 40 AND COLO. HIGHWAY 179 IN MILNER, GO WEST ALONG U.S. 40
 LM0363'FOR 3.0 MI. TO A TRACK ROAD LEADING SOUTH ACROSS RAILROAD AND BM,
 LM0363'WHICH IS 5 FT. SOUTH OF ROW FENCE, 20 FT. WEST OF TRACK ROAD, 45 FT.
 LM0363'SOUTH OF CENTERLINE OF HIGHWAY AND 42 FT. NORTH OF THE RAILROAD.  A
 LM0363'STANDARD TABLET SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.3 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0429 ***********************************************************************
 KL0429  DESIGNATION -  E 280
 KL0429  PID         -  KL0429
 KL0429  STATE/COUNTY-  CO/EAGLE
 KL0429  USGS QUAD   -  EAGLE (1987)
 KL0429
 KL0429                         *CURRENT SURVEY CONTROL
 KL0429  ___________________________________________________________________
 KL0429* NAD 83(1986)-  39 39 36.     (N)    106 48 57.     (W)     SCALED    
 KL0429* NAVD 88     -      2014.476  (meters)    6609.16   (feet)  ADJUSTED  
 KL0429  ___________________________________________________________________
 KL0429  GEOID HEIGHT-         -13.64  (meters)                     GEOID03
 KL0429  DYNAMIC HT  -        2012.259 (meters)    6601.89  (feet)  COMP
 KL0429  MODELED GRAV-     979,455.1   (mgal)                       NAVD 88
 KL0429
 KL0429  VERT ORDER  -  SECOND    CLASS 0
 KL0429
 KL0429.The horizontal coordinates were scaled from a topographic map and have
 KL0429.an estimated accuracy of +/- 6 seconds.
 KL0429
 KL0429.The orthometric height was determined by differential leveling
 KL0429.and adjusted by the National Geodetic Survey in June 1991..
 KL0429
 KL0429.The geoid height was determined by GEOID03.
 KL0429
 KL0429.The dynamic height is computed by dividing the NAVD 88
 KL0429.geopotential number by the normal gravity value computed on the
 KL0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0429.degrees latitude (g = 980.6199 gals.).
 KL0429
 KL0429.The modeled gravity was interpolated from observed gravity values.
 KL0429
 KL0429;                    North         East    Units  Estimated Accuracy
 KL0429;SPC CO C     -   508,400.      801,490.      MT  (+/- 180 meters Scaled)
 KL0429
 KL0429                          SUPERSEDED SURVEY CONTROL
 KL0429
 KL0429  NGVD 29 (??/??/92) 2013.110  (m)         6604.68   (f) ADJ UNCH    2 0
 KL0429
 KL0429.Superseded values are not recommended for survey control.
 KL0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0429.See file dsdata.txt to determine how the superseded data were derived.
 KL0429
 KL0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD442915(NAD 83)
 KL0429_MARKER: DB = BENCH MARK DISK
 KL0429_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KL0429_SP_SET: ABUTMENT
 KL0429_STAMPING: E 280 1951
 KL0429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0429
 KL0429  HISTORY     - Date     Condition        Report By
 KL0429  HISTORY     - 1951     MONUMENTED       CGS
 KL0429
 KL0429                          STATION DESCRIPTION
 KL0429
 KL0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0429'0.7 MI NE FROM EAGLE.
 KL0429'0.1 MILE NORTH ALONG STATE HIGHWAY 307 FROM THE POST OFFICE AT EAGLE,
 KL0429'THENCE 0.6 MILE NORTHEAST ALONG U.S. HIGHWAY 24, 15.5 FEET WEST OF THE
 KL0429'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST END OF THE
 KL0429'SOUTH CONCRETE ABUTMENT OF A STEEL BRIDGE OVER THE EAGLE RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0105 ***********************************************************************
 KL0105  DESIGNATION -  E 281
 KL0105  PID         -  KL0105
 KL0105  STATE/COUNTY-  CO/SUMMIT
 KL0105  USGS QUAD   -  VAIL PASS (1987)
 KL0105
 KL0105                         *CURRENT SURVEY CONTROL
 KL0105  ___________________________________________________________________
 KL0105* NAD 83(1986)-  39 30 29.     (N)    106 12 02.     (W)     SCALED    
 KL0105* NAVD 88     -      3131.878  (meters)   10275.17   (feet)  ADJUSTED  
 KL0105  ___________________________________________________________________
 KL0105  GEOID HEIGHT-         -12.49  (meters)                     GEOID03
 KL0105  DYNAMIC HT  -        3127.770 (meters)   10261.69  (feet)  COMP
 KL0105  MODELED GRAV-     979,201.0   (mgal)                       NAVD 88
 KL0105
 KL0105  VERT ORDER  -  SECOND    CLASS 0
 KL0105
 KL0105.The horizontal coordinates were scaled from a topographic map and have
 KL0105.an estimated accuracy of +/- 6 seconds.
 KL0105
 KL0105.The orthometric height was determined by differential leveling
 KL0105.and adjusted by the National Geodetic Survey in June 1991..
 KL0105
 KL0105.The geoid height was determined by GEOID03.
 KL0105
 KL0105.The dynamic height is computed by dividing the NAVD 88
 KL0105.geopotential number by the normal gravity value computed on the
 KL0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0105.degrees latitude (g = 980.6199 gals.).
 KL0105
 KL0105.The modeled gravity was interpolated from observed gravity values.
 KL0105
 KL0105;                    North         East    Units  Estimated Accuracy
 KL0105;SPC CO C     -   490,940.      854,160.      MT  (+/- 180 meters Scaled)
 KL0105
 KL0105                          SUPERSEDED SURVEY CONTROL
 KL0105
 KL0105  NGVD 29 (??/??/92) 3130.077  (m)        10269.26   (f) ADJ UNCH    2 0
 KL0105
 KL0105.Superseded values are not recommended for survey control.
 KL0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0105.See file dsdata.txt to determine how the superseded data were derived.
 KL0105
 KL0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD967738(NAD 83)
 KL0105_MARKER: DB = BENCH MARK DISK
 KL0105_SETTING: 80 = SET IN A BOULDER
 KL0105_SP_SET: BOULDER
 KL0105_STAMPING: E 281 1951
 KL0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0105+STABILITY: SURFACE MOTION
 KL0105
 KL0105  HISTORY     - Date     Condition        Report By
 KL0105  HISTORY     - 1951     MONUMENTED       CGS
 KL0105  HISTORY     - 1959     GOOD             DOD
 KL0105
 KL0105                          STATION DESCRIPTION
 KL0105
 KL0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0105'11.3 MI NW FROM KOKOMO.
 KL0105'8.0 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ITS JUNCTION WITH
 KL0105'COUNTY ROAD 304 AT KOKOMO, THENCE 3.3 MILES WEST ALONG U.S. HIGHWAY 6,
 KL0105'84 FEET NORTHWEST OF A POWER LINE CROSSING, 82 FEET SOUTHEAST OF THE
 KL0105'SOUTHEAST CORNER OF THE STONE HEADWALL OF A 24 INCH PIPE CULVERT, 35
 KL0105'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 KL0105'THE SOUTHWEST SIDE OF A LARGE LIMESTONE BOULDER, FLUSH WITH THE
 KL0105'GROUND.  NOTE-- THE MARK IS 35 FEET NORTHEAST OF THE CENTERLINE OF THE
 KL0105'HIGHWAY AND 4.4 FEET HIGHER.
 KL0105
 KL0105                          STATION RECOVERY (1959)
 KL0105
 KL0105'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0387 ***********************************************************************
 KL0387  DESIGNATION -  E 282
 KL0387  PID         -  KL0387
 KL0387  STATE/COUNTY-  CO/PITKIN
 KL0387  USGS QUAD   -  NAST (1994)
 KL0387
 KL0387                         *CURRENT SURVEY CONTROL
 KL0387  ___________________________________________________________________
 KL0387* NAD 83(1986)-  39 15 45.     (N)    106 33 16.     (W)     SCALED    
 KL0387* NAVD 88     -      2910.078  (meters)    9547.48   (feet)  ADJUSTED  
 KL0387  ___________________________________________________________________
 KL0387  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 KL0387  DYNAMIC HT  -        2905.818 (meters)    9533.50  (feet)  COMP
 KL0387  MODELED GRAV-     979,060.8   (mgal)                       NAVD 88
 KL0387
 KL0387  VERT ORDER  -  SECOND    CLASS 0
 KL0387
 KL0387.The horizontal coordinates were scaled from a topographic map and have
 KL0387.an estimated accuracy of +/- 6 seconds.
 KL0387
 KL0387.The orthometric height was determined by differential leveling
 KL0387.and adjusted by the National Geodetic Survey in June 1991..
 KL0387
 KL0387.The geoid height was determined by GEOID03.
 KL0387
 KL0387.The dynamic height is computed by dividing the NAVD 88
 KL0387.geopotential number by the normal gravity value computed on the
 KL0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0387.degrees latitude (g = 980.6199 gals.).
 KL0387
 KL0387.The modeled gravity was interpolated from observed gravity values.
 KL0387
 KL0387;                    North         East    Units  Estimated Accuracy
 KL0387;SPC CO C     -   463,980.      823,410.      MT  (+/- 180 meters Scaled)
 KL0387
 KL0387                          SUPERSEDED SURVEY CONTROL
 KL0387
 KL0387  NGVD 29 (??/??/92) 2907.859  (m)         9540.20   (f) ADJ UNCH    2 0
 KL0387
 KL0387.Superseded values are not recommended for survey control.
 KL0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0387.See file dsdata.txt to determine how the superseded data were derived.
 KL0387
 KL0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD658470(NAD 83)
 KL0387_MARKER: DB = BENCH MARK DISK
 KL0387_SETTING: 80 = SET IN A BOULDER
 KL0387_SP_SET: BOULDER
 KL0387_STAMPING: E 282 1951
 KL0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0387+STABILITY: SURFACE MOTION
 KL0387
 KL0387  HISTORY     - Date     Condition        Report By
 KL0387  HISTORY     - 1951     MONUMENTED       CGS
 KL0387  HISTORY     - 1959     MARK NOT FOUND   DOD
 KL0387
 KL0387                          STATION DESCRIPTION
 KL0387
 KL0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0387'12.05 MI SE FROM THOMASVILLE.
 KL0387'7.5 MILES SOUTHEAST ALONG STATE HIGHWAY 104 FROM THE JUNCTION WITH
 KL0387'STATE HIGHWAY 307 AT THOMASVILLE, THENCE 0.6 MILE SOUTH ALONG A ROAD
 KL0387'LEADING TO THE IVANHOE RESORT, THENCE 0.1 MILE SOUTHEAST ALONG A DIRT
 KL0387'ROAD LEADING TO A PRIVATE CABIN, THENCE 3.85 MILES SOUTHEAST BY HORSE
 KL0387'TRAIL ALONG THE FRVING PAN RIVER, 75 FEET NORTHWEST OF THE NORTHWEST
 KL0387'EDGE OF TWO 75X100 FOOT GRANITE BOULDERS, 40 FEET EAST OF A 20 INCH
 KL0387'PINE TREE, 5 FEET NORTH OF THE CENTER LINE OF THE TRAIL, SET IN THE
 KL0387'TOP OF THE CENTER OF A 6X6 FOOT GRANITE BOULDER, 1.5 FEET ABOVE THE
 KL0387'GROUND.
 KL0387
 KL0387                          STATION RECOVERY (1959)
 KL0387
 KL0387'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0387'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0161 ***********************************************************************
 KL0161  DESIGNATION -  E 283
 KL0161  PID         -  KL0161
 KL0161  STATE/COUNTY-  CO/LAKE
 KL0161  USGS QUAD   -  CLIMAX (1994)
 KL0161
 KL0161                         *CURRENT SURVEY CONTROL
 KL0161  ___________________________________________________________________
 KL0161* NAD 83(1986)-  39 21 59.     (N)    106 10 53.     (W)     SCALED    
 KL0161* NAVD 88     -      3425.403  (meters)   11238.18   (feet)  ADJUSTED  
 KL0161  ___________________________________________________________________
 KL0161  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 KL0161  DYNAMIC HT  -        3420.665 (meters)   11222.63  (feet)  COMP
 KL0161  MODELED GRAV-     979,118.5   (mgal)                       NAVD 88
 KL0161
 KL0161  VERT ORDER  -  FIRST     CLASS II
 KL0161
 KL0161.The horizontal coordinates were scaled from a topographic map and have
 KL0161.an estimated accuracy of +/- 6 seconds.
 KL0161
 KL0161.The orthometric height was determined by differential leveling
 KL0161.and adjusted by the National Geodetic Survey in June 1991..
 KL0161
 KL0161.The geoid height was determined by GEOID03.
 KL0161
 KL0161.The dynamic height is computed by dividing the NAVD 88
 KL0161.geopotential number by the normal gravity value computed on the
 KL0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0161.degrees latitude (g = 980.6199 gals.).
 KL0161
 KL0161.The modeled gravity was interpolated from observed gravity values.
 KL0161
 KL0161;                    North         East    Units  Estimated Accuracy
 KL0161;SPC CO C     -   475,200.      855,690.      MT  (+/- 180 meters Scaled)
 KL0161
 KL0161                          SUPERSEDED SURVEY CONTROL
 KL0161
 KL0161  NGVD 29 (??/??/92) 3423.454  (m)        11231.78   (f) ADJ UNCH    1 2
 KL0161
 KL0161.Superseded values are not recommended for survey control.
 KL0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0161.See file dsdata.txt to determine how the superseded data were derived.
 KL0161
 KL0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD982581(NAD 83)
 KL0161_MARKER: DB = BENCH MARK DISK
 KL0161_SETTING: 80 = SET IN A BOULDER
 KL0161_SP_SET: BOULDER
 KL0161_STAMPING: E 282 1951
 KL0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0161+STABILITY: SURFACE MOTION
 KL0161
 KL0161  HISTORY     - Date     Condition        Report By
 KL0161  HISTORY     - 1951     MONUMENTED       CGS
 KL0161  HISTORY     - 1970     GOOD             USGS
 KL0161
 KL0161                          STATION DESCRIPTION
 KL0161
 KL0161'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KL0161'12.65 MI NE FROM LEADVILLE.
 KL0161'0.3 MI. SW ALONG STATE HIGHWAY 91 FROM THE ENTRANCE TO THE CLIMAX
 KL0161'MOLYBDENUM COMPANY MINE AT CLIMAX.  LEADVILLE, 12.25 MILES NORTHEAST
 KL0161'ALONG U.S. HIGHWAY 24 AND STATE HIGHWAY 91 TO SUMMIT OF FREMONT PASS,
 KL0161'THENCE 0.4 MILE SE ALONG CLIMAX MINE SERVICE ROAD (OLD HWY.) FROM THE
 KL0161'COUNTY COURTHOUSE AT, 62 FT. NE AND 15 FT. HIGHER THAN CENTER LINE OF
 KL0161'ROAD OPPOSITE, SET IN THE TOP OF A 4X6 FOOT GRANITE BOULDER
 KL0161'PROJECTING 1 FOOT, A STANDARD DISK, STAMPED E 283, 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0193 ***********************************************************************
 KL0193  DESIGNATION -  E 284
 KL0193  PID         -  KL0193
 KL0193  STATE/COUNTY-  CO/LAKE
 KL0193  USGS QUAD   -  LEADVILLE NORTH (1994)
 KL0193
 KL0193                         *CURRENT SURVEY CONTROL
 KL0193  ___________________________________________________________________
 KL0193* NAD 83(1986)-  39 15 23.     (N)    106 15 54.     (W)     SCALED    
 KL0193* NAVD 88     -      3223.229  (meters)   10574.88   (feet)  ADJUSTED  
 KL0193  ___________________________________________________________________
 KL0193  GEOID HEIGHT-         -12.97  (meters)                     GEOID03
 KL0193  DYNAMIC HT  -        3218.833 (meters)   10560.45  (feet)  COMP
 KL0193  MODELED GRAV-     979,145.8   (mgal)                       NAVD 88
 KL0193
 KL0193  VERT ORDER  -  SECOND    CLASS 0
 KL0193
 KL0193.The horizontal coordinates were scaled from a topographic map and have
 KL0193.an estimated accuracy of +/- 6 seconds.
 KL0193
 KL0193.The orthometric height was determined by differential leveling
 KL0193.and adjusted by the National Geodetic Survey in June 1991..
 KL0193
 KL0193.The geoid height was determined by GEOID03.
 KL0193
 KL0193.The dynamic height is computed by dividing the NAVD 88
 KL0193.geopotential number by the normal gravity value computed on the
 KL0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0193.degrees latitude (g = 980.6199 gals.).
 KL0193
 KL0193.The modeled gravity was interpolated from observed gravity values.
 KL0193
 KL0193;                    North         East    Units  Estimated Accuracy
 KL0193;SPC CO C     -   463,050.      848,380.      MT  (+/- 180 meters Scaled)
 KL0193
 KL0193                          SUPERSEDED SURVEY CONTROL
 KL0193
 KL0193  NGVD 29 (??/??/92) 3221.352  (m)        10568.72   (f) ADJ UNCH    2 0
 KL0193
 KL0193.Superseded values are not recommended for survey control.
 KL0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0193.See file dsdata.txt to determine how the superseded data were derived.
 KL0193
 KL0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD908459(NAD 83)
 KL0193_MARKER: DB = BENCH MARK DISK
 KL0193_SETTING: 80 = SET IN A BOULDER
 KL0193_SP_SET: BOULDER
 KL0193_STAMPING: E 284 1951
 KL0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0193+STABILITY: SURFACE MOTION
 KL0193
 KL0193  HISTORY     - Date     Condition        Report By
 KL0193  HISTORY     - 1951     MONUMENTED       CGS
 KL0193  HISTORY     - 1959     GOOD             DOD
 KL0193
 KL0193                          STATION DESCRIPTION
 KL0193
 KL0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0193'1.8 MI E FROM LEADVILLE.
 KL0193'0.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE AT
 KL0193'LEADVILLE, THENCE 1.7 MILES EAST ALONG STATE HIGHWAY 300, 85 FEET
 KL0193'NORTHWEST OF THE CENTER OF A JUNCTION WITH A GRAVELED ROAD LEADING
 KL0193'SOUTH, 98 FEET SOUTHEAST OF A POWER POLE, 41 FEET NORTHWEST OF THE
 KL0193'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF A 4X4 FOOT
 KL0193'GRANITE BOULDER, 1.5 FEET ABOVE THE GROUND.
 KL0193
 KL0193                          STATION RECOVERY (1959)
 KL0193
 KL0193'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0677 ***********************************************************************
 JK0677  DESIGNATION -  E 285
 JK0677  PID         -  JK0677
 JK0677  STATE/COUNTY-  CO/CHAFFEE
 JK0677  USGS QUAD   -  CAMERON MOUNTAIN (1994)
 JK0677
 JK0677                         *CURRENT SURVEY CONTROL
 JK0677  ___________________________________________________________________
 JK0677* NAD 83(1986)-  38 37 41.     (N)    105 56 42.     (W)     SCALED    
 JK0677* NAVD 88     -      2900.256  (meters)    9515.26   (feet)  ADJUSTED  
 JK0677  ___________________________________________________________________
 JK0677  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 JK0677  DYNAMIC HT  -        2896.517 (meters)    9502.99  (feet)  COMP
 JK0677  MODELED GRAV-     979,232.6   (mgal)                       NAVD 88
 JK0677
 JK0677  VERT ORDER  -  SECOND    CLASS 0
 JK0677
 JK0677.The horizontal coordinates were scaled from a topographic map and have
 JK0677.an estimated accuracy of +/- 6 seconds.
 JK0677
 JK0677.The orthometric height was determined by differential leveling
 JK0677.and adjusted by the National Geodetic Survey in June 1991..
 JK0677
 JK0677.The geoid height was determined by GEOID03.
 JK0677
 JK0677.The dynamic height is computed by dividing the NAVD 88
 JK0677.geopotential number by the normal gravity value computed on the
 JK0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0677.degrees latitude (g = 980.6199 gals.).
 JK0677
 JK0677.The modeled gravity was interpolated from observed gravity values.
 JK0677
 JK0677;                    North         East    Units  Estimated Accuracy
 JK0677;SPC CO C     -   393,120.      875,650.      MT  (+/- 180 meters Scaled)
 JK0677
 JK0677                          SUPERSEDED SURVEY CONTROL
 JK0677
 JK0677  NGVD 29 (??/??/92) 2898.698  (m)         9510.15   (f) ADJ UNCH    2 0
 JK0677
 JK0677.Superseded values are not recommended for survey control.
 JK0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0677.See file dsdata.txt to determine how the superseded data were derived.
 JK0677
 JK0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC177759(NAD 83)
 JK0677_MARKER: DB = BENCH MARK DISK
 JK0677_SETTING: 66 = SET IN ROCK OUTCROP
 JK0677_SP_SET: GRANITE OUTCROP
 JK0677_STAMPING: E 285 1951
 JK0677_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0677+STABILITY: POSITION/ELEVATION WELL
 JK0677
 JK0677  HISTORY     - Date     Condition        Report By
 JK0677  HISTORY     - 1951     MONUMENTED       CGS
 JK0677
 JK0677                          STATION DESCRIPTION
 JK0677
 JK0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0677'9.4 MI NE FROM SALIDA.
 JK0677'1.0 MILE NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0677'RAILROAD FROM THE STATION AT SALIDA, THENCE 8.4 MILES NORTHEAST
 JK0677'ALONG THE UTE TRAIL, 130 FEET NORTHEAST OF AN ABANDONED MINE
 JK0677'SHAFT, 40 FEET EAST OF THE CENTER LINE OF THE UTE TRAIL, 8 FEET
 JK0677'ABOVE THE LEVEL OF THE ROAD, 0.9 FOOT ABOVE THE GROUND, SET
 JK0677'IN THE TOP OF A GRANITE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0692 ***********************************************************************
 JK0692  DESIGNATION -  E 286
 JK0692  PID         -  JK0692
 JK0692  STATE/COUNTY-  CO/FREMONT
 JK0692  USGS QUAD   -  GRIBBLES PARK (1983)
 JK0692
 JK0692                         *CURRENT SURVEY CONTROL
 JK0692  ___________________________________________________________________
 JK0692* NAD 83(1986)-  38 38 38.     (N)    105 45 38.     (W)     SCALED    
 JK0692* NAVD 88     -      2741.682  (meters)    8995.00   (feet)  ADJUSTED  
 JK0692  ___________________________________________________________________
 JK0692  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 JK0692  DYNAMIC HT  -        2738.173 (meters)    8983.49  (feet)  COMP
 JK0692  MODELED GRAV-     979,248.6   (mgal)                       NAVD 88
 JK0692
 JK0692  VERT ORDER  -  SECOND    CLASS 0
 JK0692
 JK0692.The horizontal coordinates were scaled from a topographic map and have
 JK0692.an estimated accuracy of +/- 6 seconds.
 JK0692
 JK0692.The orthometric height was determined by differential leveling
 JK0692.and adjusted by the National Geodetic Survey in June 1991..
 JK0692
 JK0692.The geoid height was determined by GEOID03.
 JK0692
 JK0692.The dynamic height is computed by dividing the NAVD 88
 JK0692.geopotential number by the normal gravity value computed on the
 JK0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0692.degrees latitude (g = 980.6199 gals.).
 JK0692
 JK0692.The modeled gravity was interpolated from observed gravity values.
 JK0692
 JK0692;                    North         East    Units  Estimated Accuracy
 JK0692;SPC CO C     -   394,810.      891,720.      MT  (+/- 180 meters Scaled)
 JK0692
 JK0692                          SUPERSEDED SURVEY CONTROL
 JK0692
 JK0692  NGVD 29 (??/??/92) 2740.147  (m)         8989.97   (f) ADJ UNCH    2 0
 JK0692
 JK0692.Superseded values are not recommended for survey control.
 JK0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0692.See file dsdata.txt to determine how the superseded data were derived.
 JK0692
 JK0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC338775(NAD 83)
 JK0692_MARKER: DB = BENCH MARK DISK
 JK0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0692_STAMPING: E 286 1951
 JK0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0692+STABILITY: SURFACE MOTION
 JK0692
 JK0692  HISTORY     - Date     Condition        Report By
 JK0692  HISTORY     - 1951     MONUMENTED       CGS
 JK0692
 JK0692                          STATION DESCRIPTION
 JK0692
 JK0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0692'21.8 MI NE FROM SALIDA.
 JK0692'1.0 MILE NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0692'RAILROAD FROM THE STATION AT SALIDA, THENCE 20.8 MILES NORTHEAST
 JK0692'ALONG THE UTE TRAIL, 0.25 MILE EAST OF A RANCH HOUSE, 0.05 MILE
 JK0692'WEST OF A SMALL WOODEN BRIDGE, 45 FEET SOUTH OF THE CENTER LINE OF
 JK0692'THE UTE TRAIL, 1 FOOT NORTH OF A FENCE, 3 FEET WEST OF A WITNESS
 JK0692'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 JK0692'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0707 ***********************************************************************
 JK0707  DESIGNATION -  E 288
 JK0707  PID         -  JK0707
 JK0707  STATE/COUNTY-  CO/PARK
 JK0707  USGS QUAD   -  BLACK MOUNTAIN (1994)
 JK0707
 JK0707                         *CURRENT SURVEY CONTROL
 JK0707  ___________________________________________________________________
 JK0707* NAD 83(1986)-  38 43 52.     (N)    105 38 41.     (W)     SCALED    
 JK0707* NAVD 88     -      2792.836  (meters)    9162.83   (feet)  ADJUSTED  
 JK0707  ___________________________________________________________________
 JK0707  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 JK0707  DYNAMIC HT  -        2789.259 (meters)    9151.09  (feet)  COMP
 JK0707  MODELED GRAV-     979,245.4   (mgal)                       NAVD 88
 JK0707
 JK0707  VERT ORDER  -  SECOND    CLASS 0
 JK0707
 JK0707.The horizontal coordinates were scaled from a topographic map and have
 JK0707.an estimated accuracy of +/- 6 seconds.
 JK0707
 JK0707.The orthometric height was determined by differential leveling
 JK0707.and adjusted by the National Geodetic Survey in June 1991..
 JK0707
 JK0707.The geoid height was determined by GEOID03.
 JK0707
 JK0707.The dynamic height is computed by dividing the NAVD 88
 JK0707.geopotential number by the normal gravity value computed on the
 JK0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0707.degrees latitude (g = 980.6199 gals.).
 JK0707
 JK0707.The modeled gravity was interpolated from observed gravity values.
 JK0707
 JK0707;                    North         East    Units  Estimated Accuracy
 JK0707;SPC CO C     -   404,470.      901,820.      MT  (+/- 180 meters Scaled)
 JK0707
 JK0707                          SUPERSEDED SURVEY CONTROL
 JK0707
 JK0707  NGVD 29 (??/??/92) 2791.307  (m)         9157.81   (f) ADJ UNCH    2 0
 JK0707
 JK0707.Superseded values are not recommended for survey control.
 JK0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0707.See file dsdata.txt to determine how the superseded data were derived.
 JK0707
 JK0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC439871(NAD 83)
 JK0707_MARKER: DB = BENCH MARK DISK
 JK0707_SETTING: 80 = SET IN A BOULDER
 JK0707_SP_SET: BOULDER
 JK0707_STAMPING: E 288 1951
 JK0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0707+STABILITY: SURFACE MOTION
 JK0707
 JK0707  HISTORY     - Date     Condition        Report By
 JK0707  HISTORY     - 1951     MONUMENTED       CGS
 JK0707
 JK0707                          STATION DESCRIPTION
 JK0707
 JK0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0707'8.8 MI SW FROM GUFFEY.
 JK0707'1.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT GUFFEY,
 JK0707'THENCE 1.6 MILES NORTHWEST ALONG STATE HIGHWAY 9, THENCE 5.75 MILES
 JK0707'SOUTHWEST ALONG A GRAVELED ROAD, 0.1 MILE EAST OF A SMALL WOODEN
 JK0707'BRIDGE, 0.1 MILE EAST OF THE AGATE CREEK ROAD WHICH LEADS SOUTH,
 JK0707'70 FEET NORTH OF THE CENTER LINE OF THE ROAD, 35 FEET SOUTH OF A
 JK0707'FENCE, 5 FEET ABOVE THE LEVEL OF THE ROAD, 1 FOOT ABOVE THE GROUND,
 JK0707'SET IN THE TOP OF THE CENTER OF A LARGE GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0023 ***********************************************************************
 JL0023  DESIGNATION -  E 289
 JL0023  PID         -  JL0023
 JL0023  STATE/COUNTY-  CO/CHAFFEE
 JL0023  USGS QUAD   -  BUENA VISTA EAST (1994)
 JL0023
 JL0023                         *CURRENT SURVEY CONTROL
 JL0023  ___________________________________________________________________
 JL0023* NAD 83(1986)-  38 47 59.     (N)    106 06 29.     (W)     SCALED    
 JL0023* NAVD 88     -      2383.040  (meters)    7818.36   (feet)  ADJUSTED  
 JL0023  ___________________________________________________________________
 JL0023  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 JL0023  DYNAMIC HT  -        2380.085 (meters)    7808.66  (feet)  COMP
 JL0023  MODELED GRAV-     979,303.0   (mgal)                       NAVD 88
 JL0023
 JL0023  VERT ORDER  -  FIRST     CLASS II
 JL0023
 JL0023.The horizontal coordinates were scaled from a topographic map and have
 JL0023.an estimated accuracy of +/- 6 seconds.
 JL0023
 JL0023.The orthometric height was determined by differential leveling
 JL0023.and adjusted by the National Geodetic Survey in June 1991..
 JL0023
 JL0023.The geoid height was determined by GEOID03.
 JL0023
 JL0023.The dynamic height is computed by dividing the NAVD 88
 JL0023.geopotential number by the normal gravity value computed on the
 JL0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0023.degrees latitude (g = 980.6199 gals.).
 JL0023
 JL0023.The modeled gravity was interpolated from observed gravity values.
 JL0023
 JL0023;                    North         East    Units  Estimated Accuracy
 JL0023;SPC CO C     -   412,250.      861,580.      MT  (+/- 180 meters Scaled)
 JL0023
 JL0023                          SUPERSEDED SURVEY CONTROL
 JL0023
 JL0023  NGVD 29 (??/??/92) 2381.530  (m)         7813.40   (f) ADJ UNCH    1 2
 JL0023
 JL0023.Superseded values are not recommended for survey control.
 JL0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0023.See file dsdata.txt to determine how the superseded data were derived.
 JL0023
 JL0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC037951(NAD 83)
 JL0023_MARKER: DB = BENCH MARK DISK
 JL0023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JL0023_SP_SET: ABUTMENT
 JL0023_STAMPING: E 289 1951
 JL0023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0023
 JL0023  HISTORY     - Date     Condition        Report By
 JL0023  HISTORY     - 1951     MONUMENTED       CGS
 JL0023  HISTORY     - 1953     GOOD             NGS
 JL0023  HISTORY     - 20040905 MARK NOT FOUND   GEOCAC
 JL0023
 JL0023                          STATION DESCRIPTION
 JL0023
 JL0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JL0023'3.15 MI SE FROM BUENA VISTA.
 JL0023'3.15 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0023'FROM THE STATION AT BUENA VISTA, 0.15 MILE SOUTHEAST OF MILEPOST 237,
 JL0023'6 FEET NORTHEAST OF THE NORTHEAST RAIL, 0.95 MILE NORTHWEST OF BENCH
 JL0023'MARK J 5, SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 JL0023'CONCRETE ABUTMENT OF A WOODEN TRESTLE OVER THE ARKANSAS RIVER.
 JL0023
 JL0023                          STATION RECOVERY (2004)
 JL0023
 JL0023'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 JL0023'MARK PROBABLY UNDER TIES ADDED TO BRIDGE TO SUPPORT WALKWAY. ABUTMENTS
 JL0023'ARE CRUMBLING AWAY.  RAILROAD ABANDONED.  HANDHELD GPS COORDINATES N38
 JL0023'48 00.9, W106 06 27.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0601 ***********************************************************************
 LL0601  DESIGNATION -  E 29
 LL0601  PID         -  LL0601
 LL0601  STATE/COUNTY-  CO/LARIMER
 LL0601  USGS QUAD   -  CARTER LAKE RESERVOIR (1971)
 LL0601
 LL0601                         *CURRENT SURVEY CONTROL
 LL0601  ___________________________________________________________________
 LL0601* NAD 83(1986)-  40 15 52.     (N)    105 11 48.     (W)     SCALED    
 LL0601* NAVD 88     -      1603.788  (meters)    5261.76   (feet)  ADJUSTED  
 LL0601  ___________________________________________________________________
 LL0601  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 LL0601  DYNAMIC HT  -        1602.325 (meters)    5256.96  (feet)  COMP
 LL0601  MODELED GRAV-     979,657.2   (mgal)                       NAVD 88
 LL0601
 LL0601  VERT ORDER  -  SECOND    CLASS 0
 LL0601
 LL0601.The horizontal coordinates were scaled from a topographic map and have
 LL0601.an estimated accuracy of +/- 6 seconds.
 LL0601
 LL0601.The orthometric height was determined by differential leveling
 LL0601.and adjusted by the National Geodetic Survey in June 1991..
 LL0601
 LL0601.The geoid height was determined by GEOID03.
 LL0601
 LL0601.The dynamic height is computed by dividing the NAVD 88
 LL0601.geopotential number by the normal gravity value computed on the
 LL0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0601.degrees latitude (g = 980.6199 gals.).
 LL0601
 LL0601.The modeled gravity was interpolated from observed gravity values.
 LL0601
 LL0601;                    North         East    Units  Estimated Accuracy
 LL0601;SPC CO N     -   408,230.      940,200.      MT  (+/- 180 meters Scaled)
 LL0601
 LL0601                          SUPERSEDED SURVEY CONTROL
 LL0601
 LL0601  NGVD 29 (??/??/92) 1602.752  (m)         5258.36   (f) ADJ UNCH    2 0
 LL0601
 LL0601.Superseded values are not recommended for survey control.
 LL0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0601.See file dsdata.txt to determine how the superseded data were derived.
 LL0601
 LL0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE832571(NAD 83)
 LL0601_MARKER: DD = SURVEY DISK
 LL0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0601_STAMPING: E 29 1940 5256.514
 LL0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0601+STABILITY: SURFACE MOTION
 LL0601
 LL0601  HISTORY     - Date     Condition        Report By
 LL0601  HISTORY     - 1940     MONUMENTED       BOR
 LL0601  HISTORY     - 1959     MARK NOT FOUND   NGS
 LL0601
 LL0601                          STATION DESCRIPTION
 LL0601
 LL0601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LL0601'8.2 MI SW FROM BERTHOUD.
 LL0601'4.0 MILES WEST ALONG U.S. HIGHWAY 287, STATE HIGHWAY 56 AND A COUNTY
 LL0601'ROAD FROM THE POST OFFICE AT BERTHOUD, LARIMER COUNTY, THENCE 1.0
 LL0601'MILE SOUTH ALONG A COUNTY ROAD, THENCE 0.4 MILE WEST ALONG A COUNTY
 LL0601'ROAD, THENCE 1.0 MILE SOUTH ALONG A COUNTY ROAD, THENCE 1.8 MILES
 LL0601'WEST ALONG A COUNTY ROAD TO THE POINT WHERE THE ROAD TURNS NORTH,
 LL0601'AND THENCE 0.8 MILE SOUTHWEST ALONG A FIELD ROAD, 0.25 MILE NORTH
 LL0601'OF LITTLE THOMPSON RIVER, AT THE LARIMER-BOULDER COUNTY LINE IN A
 LL0601'NARROW DRAW BETWEEN HOGBACKS, ON THE WEST SIDE OF THE DRAW, 12 FEET
 LL0601'WEST OF THE CENTERLINE OF THE ROAD, AND 2 FEET SOUTH OF AN OLD
 LL0601'EAST-AND-WEST FENCE.  A UNITED STATES BUREAU OF RECLAMATION STANDARD
 LL0601'DISK, STAMPED E 29 1940 5256.514 AND SET IN THE TOP OF A CONCRETE
 LL0601'POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0257 ***********************************************************************
 LM0257  DESIGNATION -  E 29
 LM0257  PID         -  LM0257
 LM0257  STATE/COUNTY-  CO/ROUTT
 LM0257  USGS QUAD   -  TRAPPER (1972)
 LM0257
 LM0257                         *CURRENT SURVEY CONTROL
 LM0257  ___________________________________________________________________
 LM0257* NAD 83(1986)-  40 06 13.     (N)    106 52 48.     (W)     SCALED    
 LM0257* NAVD 88     -      2440.451  (meters)    8006.71   (feet)  ADJUSTED  
 LM0257  ___________________________________________________________________
 LM0257  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 LM0257  DYNAMIC HT  -        2437.776 (meters)    7997.94  (feet)  COMP
 LM0257  MODELED GRAV-     979,441.7   (mgal)                       NAVD 88
 LM0257
 LM0257  VERT ORDER  -  FIRST     CLASS II
 LM0257
 LM0257.The horizontal coordinates were scaled from a topographic map and have
 LM0257.an estimated accuracy of +/- 6 seconds.
 LM0257
 LM0257.The orthometric height was determined by differential leveling
 LM0257.and adjusted by the National Geodetic Survey in June 1991..
 LM0257
 LM0257.The geoid height was determined by GEOID03.
 LM0257
 LM0257.The dynamic height is computed by dividing the NAVD 88
 LM0257.geopotential number by the normal gravity value computed on the
 LM0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0257.degrees latitude (g = 980.6199 gals.).
 LM0257
 LM0257.The modeled gravity was interpolated from observed gravity values.
 LM0257
 LM0257;                    North         East    Units  Estimated Accuracy
 LM0257;SPC CO N     -   391,240.      796,750.      MT  (+/- 180 meters Scaled)
 LM0257
 LM0257                          SUPERSEDED SURVEY CONTROL
 LM0257
 LM0257  NGVD 29 (??/??/92) 2438.985  (m)         8001.90   (f) ADJ UNCH    1 2
 LM0257
 LM0257.Superseded values are not recommended for survey control.
 LM0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0257.See file dsdata.txt to determine how the superseded data were derived.
 LM0257
 LM0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE397409(NAD 83)
 LM0257_MARKER: DB = BENCH MARK DISK
 LM0257_SETTING: 0 = UNSPECIFIED SETTING
 LM0257_STAMPING: E 29 1933
 LM0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0257
 LM0257  HISTORY     - Date     Condition        Report By
 LM0257  HISTORY     - 1933     MONUMENTED       CGS
 LM0257
 LM0257                          STATION DESCRIPTION
 LM0257
 LM0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LM0257'3.6 MI S FROM YAMPA.
 LM0257'3.6 MILES SOUTH ALONG THE DENVER AND SALT LAKE RAILWAY FROM THE
 LM0257'STATION AT YAMPA, AT MILEAGE 158.28, ABOUT 11 1/2 POLES NORTH OF
 LM0257'MILEPOST 158, AT A ROAD CROSSING, 39 FEET NORTH OF THE CENTER LINE OF
 LM0257'THE ROAD, 37 FEET EAST OF THE EAST RAIL, 12 FEET WEST OF THE
 LM0257'RIGHT-OF-WAY FENCE, AND 3 FEET NORTH OF THE FENCE PARALLELING THE
 LM0257'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0389 ***********************************************************************
 JK0389  DESIGNATION -  E 290
 JK0389  PID         -  JK0389
 JK0389  STATE/COUNTY-  CO/PARK
 JK0389  USGS QUAD   -  WITCHER MOUNTAIN (1984)
 JK0389
 JK0389                         *CURRENT SURVEY CONTROL
 JK0389  ___________________________________________________________________
 JK0389* NAD 83(1986)-  38 46 53.     (N)    105 25 35.     (W)     SCALED    
 JK0389* NAVD 88     -      2614.361  (meters)    8577.28   (feet)  ADJUSTED  
 JK0389  ___________________________________________________________________
 JK0389  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 JK0389  DYNAMIC HT  -        2611.160 (meters)    8566.78  (feet)  COMP
 JK0389  MODELED GRAV-     979,308.3   (mgal)                       NAVD 88
 JK0389
 JK0389  VERT ORDER  -  SECOND    CLASS 0
 JK0389
 JK0389.The horizontal coordinates were scaled from a topographic map and have
 JK0389.an estimated accuracy of +/- 6 seconds.
 JK0389
 JK0389.The orthometric height was determined by differential leveling
 JK0389.and adjusted by the National Geodetic Survey in June 1991..
 JK0389
 JK0389.The geoid height was determined by GEOID03.
 JK0389
 JK0389.The dynamic height is computed by dividing the NAVD 88
 JK0389.geopotential number by the normal gravity value computed on the
 JK0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0389.degrees latitude (g = 980.6199 gals.).
 JK0389
 JK0389.The modeled gravity was interpolated from observed gravity values.
 JK0389
 JK0389;                    North         East    Units  Estimated Accuracy
 JK0389;SPC CO C     -   410,040.      920,800.      MT  (+/- 180 meters Scaled)
 JK0389
 JK0389                          SUPERSEDED SURVEY CONTROL
 JK0389
 JK0389  NGVD 29 (??/??/92) 2612.980  (m)         8572.75   (f) ADJ UNCH    2 0
 JK0389
 JK0389.Superseded values are not recommended for survey control.
 JK0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0389.See file dsdata.txt to determine how the superseded data were derived.
 JK0389
 JK0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC629926(NAD 83)
 JK0389_MARKER: DB = BENCH MARK DISK
 JK0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0389_STAMPING: E 290 1951
 JK0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0389+STABILITY: SURFACE MOTION
 JK0389
 JK0389  HISTORY     - Date     Condition        Report By
 JK0389  HISTORY     - 1951     MONUMENTED       CGS
 JK0389  HISTORY     - 1976     GOOD             USGS
 JK0389
 JK0389                          STATION DESCRIPTION
 JK0389
 JK0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0389'6.9 MI NE FROM GUFFEY.
 JK0389'6.9 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 JK0389'GUFFEY, 88 FEET NORTHWEST OF THE CENTER OF A CATTLE GUARD, 74 FEET
 JK0389'NORTH OF THE CENTER LINE OF THE ROAD, 51 FEET NORTH OF THE CENTER
 JK0389'OF A WIRE GATE, 2 FEET WEST OF A FENCE, 3 FEET NORTH OF A WITNESS
 JK0389'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT
 JK0389'ABOVE THE GROUND.
 JK0389
 JK0389                          STATION RECOVERY (1976)
 JK0389
 JK0389'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JK0389'GUFFEY, 6.9 MILES NORTHWEST OF ALONG A GRAVELED ROAD, 0.25 MI EAST OF
 JK0389'A T-RD. NORTH, 0.2 MI SOUTH OF THE NORTHWEST COR. OF SEC. 2, T. 15
 JK0389'S., R. 72 W., 86 FT NORTH OF C/L RD., 47 FT NORTH OF A FENCE COR., 12
 JK0389'FT NORTHWEST OF A POWER POLE, 3 FT WEST OF A FENCE, SET IN THE TOP OF
 JK0389'A CONCRETE POST PROJECTING 0.6 FT ABOVE THE GROUND. A STANDARD TABLET
 JK0389'STAMPED E 290 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0414 ***********************************************************************
 JK0414  DESIGNATION -  E 291
 JK0414  PID         -  JK0414
 JK0414  STATE/COUNTY-  CO/TELLER
 JK0414  USGS QUAD   -  CRIPPLE CREEK SOUTH (1975)
 JK0414
 JK0414                         *CURRENT SURVEY CONTROL
 JK0414  ___________________________________________________________________
 JK0414* NAD 83(1986)-  38 44 55.     (N)    105 10 23.     (W)     SCALED    
 JK0414* NAVD 88     -      2913.604  (meters)    9559.05   (feet)  ADJUSTED  
 JK0414  ___________________________________________________________________
 JK0414  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 JK0414  DYNAMIC HT  -        2909.941 (meters)    9547.03  (feet)  COMP
 JK0414  MODELED GRAV-     979,263.6   (mgal)                       NAVD 88
 JK0414
 JK0414  VERT ORDER  -  SECOND    CLASS 0
 JK0414
 JK0414.The horizontal coordinates were scaled from a topographic map and have
 JK0414.an estimated accuracy of +/- 6 seconds.
 JK0414
 JK0414.The orthometric height was determined by differential leveling
 JK0414.and adjusted by the National Geodetic Survey in June 1991..
 JK0414
 JK0414.The geoid height was determined by GEOID03.
 JK0414
 JK0414.The dynamic height is computed by dividing the NAVD 88
 JK0414.geopotential number by the normal gravity value computed on the
 JK0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0414.degrees latitude (g = 980.6199 gals.).
 JK0414
 JK0414.The modeled gravity was interpolated from observed gravity values.
 JK0414
 JK0414;                    North         East    Units  Estimated Accuracy
 JK0414;SPC CO C     -   406,450.      942,820.      MT  (+/- 180 meters Scaled)
 JK0414
 JK0414                          SUPERSEDED SURVEY CONTROL
 JK0414
 JK0414  NGVD 29 (??/??/92) 2912.205  (m)         9554.46   (f) ADJ UNCH    2 0
 JK0414
 JK0414.Superseded values are not recommended for survey control.
 JK0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0414.See file dsdata.txt to determine how the superseded data were derived.
 JK0414
 JK0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC849888(NAD 83)
 JK0414_MARKER: DB = BENCH MARK DISK
 JK0414_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JK0414_SP_SET: CULVERT
 JK0414_STAMPING: E 291 1951
 JK0414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK0414
 JK0414  HISTORY     - Date     Condition        Report By
 JK0414  HISTORY     - 1951     MONUMENTED       CGS
 JK0414
 JK0414                          STATION DESCRIPTION
 JK0414
 JK0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0414'0.6 MI N FROM CRIPPLE CREEK.
 JK0414'0.65 MILE NORTH ALONG STATE HIGHWAY 67 FROM THE COURTHOUSE AT
 JK0414'CRIPPLE CREEK, 0.15 MILE EAST OF ST. MICHEALS CHURCH, 25 FEET WEST
 JK0414'OF THE CENTER OF A JUNCTION WITH A GRAVELED ROAD LEADING NORTHEAST,
 JK0414'22 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 JK0414'THE SOUTHWEST END OF THE WEST CONCRETE HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0258 ***********************************************************************
 JK0258  DESIGNATION -  E 292
 JK0258  PID         -  JK0258
 JK0258  STATE/COUNTY-  CO/EL PASO
 JK0258  USGS QUAD   -  MANITOU SPRINGS (1994)
 JK0258
 JK0258                         *CURRENT SURVEY CONTROL
 JK0258  ___________________________________________________________________
 JK0258* NAD 83(1986)-  38 47 12.     (N)    104 54 52.     (W)     SCALED    
 JK0258* NAVD 88     -      2326.899  (meters)    7634.17   (feet)  ADJUSTED  
 JK0258  ___________________________________________________________________
 JK0258  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 JK0258  DYNAMIC HT  -        2324.144 (meters)    7625.13  (feet)  COMP
 JK0258  MODELED GRAV-     979,360.4   (mgal)                       NAVD 88
 JK0258
 JK0258  VERT ORDER  -  SECOND    CLASS 0
 JK0258
 JK0258.The horizontal coordinates were scaled from a topographic map and have
 JK0258.an estimated accuracy of +/- 6 seconds.
 JK0258
 JK0258.The orthometric height was determined by differential leveling
 JK0258.and adjusted by the National Geodetic Survey in June 1991..
 JK0258
 JK0258.The geoid height was determined by GEOID03.
 JK0258
 JK0258.The dynamic height is computed by dividing the NAVD 88
 JK0258.geopotential number by the normal gravity value computed on the
 JK0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0258.degrees latitude (g = 980.6199 gals.).
 JK0258
 JK0258.The modeled gravity was interpolated from observed gravity values.
 JK0258
 JK0258;                    North         East    Units  Estimated Accuracy
 JK0258;SPC CO C     -   410,790.      965,280.      MT  (+/- 180 meters Scaled)
 JK0258
 JK0258                          SUPERSEDED SURVEY CONTROL
 JK0258
 JK0258  NGVD 29 (??/??/92) 2325.652  (m)         7630.08   (f) ADJ UNCH    2 0
 JK0258
 JK0258.Superseded values are not recommended for survey control.
 JK0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0258.See file dsdata.txt to determine how the superseded data were derived.
 JK0258
 JK0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC074931(NAD 83)
 JK0258_MARKER: DB = BENCH MARK DISK
 JK0258_SETTING: 80 = SET IN A BOULDER
 JK0258_STAMPING: E 292 1951
 JK0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0258+STABILITY: SURFACE MOTION
 JK0258
 JK0258  HISTORY     - Date     Condition        Report By
 JK0258  HISTORY     - 1951     MONUMENTED       CGS
 JK0258  HISTORY     - 1954     GOOD             NGS
 JK0258
 JK0258                          STATION DESCRIPTION
 JK0258
 JK0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0258'10.3 MI SW FROM COLORADO SPRINGS.
 JK0258'2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE AT
 JK0258'COLORADO SPRINGS, THENCE 1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 336,
 JK0258'THENCE 5.35 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 0.75 MILE
 JK0258'SOUTHWEST ALONG STATE HIGHWAY 336, 0.75 MILE SOUTHWEST OF A JUNCTION
 JK0258'WITH A GRAVELED ROAD, 40 FEET NORTH OF A PICNIC GROUND SIGN, 21 FEET
 JK0258'SOUTHWEST OF THE CENTER OF THE SOUTHWEST END OF A SMALL WOODEN BRIDGE,
 JK0258'20 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET ABOVE THE
 JK0258'GROUND, SET IN THE TOP OF THE EAST END OF A 6X10 FOOT GRANITE
 JK0258'BOULDER.
 JK0258
 JK0258                          STATION RECOVERY (1954)
 JK0258
 JK0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JK0258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0269 ***********************************************************************
 JK0269  DESIGNATION -  E 293
 JK0269  PID         -  JK0269
 JK0269  STATE/COUNTY-  CO/EL PASO
 JK0269  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK0269
 JK0269                         *CURRENT SURVEY CONTROL
 JK0269  ___________________________________________________________________
 JK0269* NAD 83(1986)-  38 50 19.     (N)    104 51 00.     (W)     SCALED    
 JK0269* NAVD 88     -      1839.794  (meters)    6036.06   (feet)  ADJUSTED  
 JK0269  ___________________________________________________________________
 JK0269  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 JK0269  DYNAMIC HT  -        1837.789 (meters)    6029.48  (feet)  COMP
 JK0269  MODELED GRAV-     979,473.1   (mgal)                       NAVD 88
 JK0269
 JK0269  VERT ORDER  -  SECOND    CLASS 0
 JK0269
 JK0269.The horizontal coordinates were scaled from a topographic map and have
 JK0269.an estimated accuracy of +/- 6 seconds.
 JK0269
 JK0269.The orthometric height was determined by differential leveling
 JK0269.and adjusted by the National Geodetic Survey in June 1991..
 JK0269
 JK0269.The geoid height was determined by GEOID03.
 JK0269
 JK0269.The dynamic height is computed by dividing the NAVD 88
 JK0269.geopotential number by the normal gravity value computed on the
 JK0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0269.degrees latitude (g = 980.6199 gals.).
 JK0269
 JK0269.The modeled gravity was interpolated from observed gravity values.
 JK0269
 JK0269;                    North         East    Units  Estimated Accuracy
 JK0269;SPC CO C     -   416,600.      970,830.      MT  (+/- 180 meters Scaled)
 JK0269
 JK0269                          SUPERSEDED SURVEY CONTROL
 JK0269
 JK0269  NGVD 29 (??/??/92) 1838.719  (m)         6032.53   (f) ADJ UNCH    2 0
 JK0269
 JK0269.Superseded values are not recommended for survey control.
 JK0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0269.See file dsdata.txt to determine how the superseded data were derived.
 JK0269
 JK0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC130988(NAD 83)
 JK0269_MARKER: DB = BENCH MARK DISK
 JK0269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JK0269_SP_SET: CURB
 JK0269_STAMPING: E 293 1951
 JK0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK0269
 JK0269  HISTORY     - Date     Condition        Report By
 JK0269  HISTORY     - 1951     MONUMENTED       CGS
 JK0269  HISTORY     - 1954     GOOD             NGS
 JK0269  HISTORY     - 19970809 MARK NOT FOUND   USPSQD
 JK0269  HISTORY     - 20020119 MARK NOT FOUND   USPSQD
 JK0269
 JK0269                          STATION DESCRIPTION
 JK0269
 JK0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0269'1.7 MI NW FROM COLORADO SPRINGS.
 JK0269'1.6 MILES NORTHWEST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE AT
 JK0269'COLORADO SPRINGS, THENCE 0.1 MILE SOUTHWEST ALONG 16TH STREET, 42
 JK0269'FEET NORTHWEST OF THE CENTER OF THE INTERSECTION WITH CUCHARRAS
 JK0269'STREET, 25 FEET WEST OF THE CENTER LINE OF 16TH STREET,
 JK0269'15 FEET NORTH OF THE CENTER LINE OF CUCHARRAS STREET, SET
 JK0269'IN THE TOP OF THE CONCRETE CURB OF A 5 FOOT WALK.
 JK0269
 JK0269                          STATION RECOVERY (1954)
 JK0269
 JK0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JK0269'RECOVERED IN GOOD CONDITION.
 JK0269
 JK0269                          STATION RECOVERY (1997)
 JK0269
 JK0269'RECOVERY NOTE BY US POWER SQUADRON 1997
 JK0269'MARK NOT FOUND.
 JK0269
 JK0269                          STATION RECOVERY (2002)
 JK0269
 JK0269'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 JK0269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0259 ***********************************************************************
 KK0259  DESIGNATION -  E 294
 KK0259  PID         -  KK0259
 KK0259  STATE/COUNTY-  CO/EL PASO
 KK0259  USGS QUAD   -  PALMER LAKE (1994)
 KK0259
 KK0259                         *CURRENT SURVEY CONTROL
 KK0259  ___________________________________________________________________
 KK0259* NAD 83(1986)-  39 04 08.     (N)    104 57 36.     (W)     SCALED    
 KK0259* NAVD 88     -      2746.234  (meters)    9009.94   (feet)  ADJUSTED  
 KK0259  ___________________________________________________________________
 KK0259  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 KK0259  DYNAMIC HT  -        2743.037 (meters)    8999.45  (feet)  COMP
 KK0259  MODELED GRAV-     979,361.7   (mgal)                       NAVD 88
 KK0259
 KK0259  VERT ORDER  -  SECOND    CLASS 0
 KK0259
 KK0259.The horizontal coordinates were scaled from a topographic map and have
 KK0259.an estimated accuracy of +/- 6 seconds.
 KK0259
 KK0259.The orthometric height was determined by differential leveling
 KK0259.and adjusted by the National Geodetic Survey in June 1991..
 KK0259
 KK0259.The geoid height was determined by GEOID03.
 KK0259
 KK0259.The dynamic height is computed by dividing the NAVD 88
 KK0259.geopotential number by the normal gravity value computed on the
 KK0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0259.degrees latitude (g = 980.6199 gals.).
 KK0259
 KK0259.The modeled gravity was interpolated from observed gravity values.
 KK0259
 KK0259;                    North         East    Units  Estimated Accuracy
 KK0259;SPC CO C     -   442,100.      961,130.      MT  (+/- 180 meters Scaled)
 KK0259
 KK0259                          SUPERSEDED SURVEY CONTROL
 KK0259
 KK0259  NGVD 29 (??/??/92) 2744.979  (m)         9005.82   (f) ADJ UNCH    2 0
 KK0259
 KK0259.Superseded values are not recommended for survey control.
 KK0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0259.See file dsdata.txt to determine how the superseded data were derived.
 KK0259
 KK0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED034244(NAD 83)
 KK0259_MARKER: DB = BENCH MARK DISK
 KK0259_SETTING: 80 = SET IN A BOULDER
 KK0259_STAMPING: E 294 1952
 KK0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0259+STABILITY: SURFACE MOTION
 KK0259
 KK0259  HISTORY     - Date     Condition        Report By
 KK0259  HISTORY     - 1952     MONUMENTED       CGS
 KK0259  HISTORY     - 19841127 MARK NOT FOUND   USGS
 KK0259
 KK0259                          STATION DESCRIPTION
 KK0259
 KK0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0259'8.8 MI W FROM MONUMENT.
 KK0259'0.9 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE GRADE SCHOOL AT
 KK0259'MONUMENT, THENCE 7.85 MILES WEST ALONG A GRAVELED ROAD, 90 FEET
 KK0259'SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD LEADING SOUTHEAST,
 KK0259'36 FEET SOUTHEAST OF THE SOUTHEAST SIDE OF A LARGE BOULDER, 37 FEET
 KK0259'NORTHEAST OF THE CENTER LINE OF A GRAVELED ROAD, ON THE INSIDE OF
 KK0259'A CURVE IN THE ROAD, 4 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE
 KK0259'TOP OF THE CENTER OF A LARGE GRANITE BOULDER.
 KK0259
 KK0259                          STATION RECOVERY (1984)
 KK0259
 KK0259'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 KK0259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0287 ***********************************************************************
 KK0287  DESIGNATION -  E 295
 KK0287  PID         -  KK0287
 KK0287  STATE/COUNTY-  CO/EL PASO
 KK0287  USGS QUAD   -  EASTONVILLE (1975)
 KK0287
 KK0287                         *CURRENT SURVEY CONTROL
 KK0287  ___________________________________________________________________
 KK0287* NAD 83(1986)-  39 04 17.     (N)    104 34 54.     (W)     SCALED    
 KK0287* NAVD 88     -      2238.093  (meters)    7342.81   (feet)  ADJUSTED  
 KK0287  ___________________________________________________________________
 KK0287  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 KK0287  DYNAMIC HT  -        2235.580 (meters)    7334.57  (feet)  COMP
 KK0287  MODELED GRAV-     979,423.6   (mgal)                       NAVD 88
 KK0287
 KK0287  VERT ORDER  -  SECOND    CLASS 0
 KK0287
 KK0287.The horizontal coordinates were scaled from a topographic map and have
 KK0287.an estimated accuracy of +/- 6 seconds.
 KK0287
 KK0287.The orthometric height was determined by differential leveling
 KK0287.and adjusted by the National Geodetic Survey in June 1991..
 KK0287
 KK0287.The geoid height was determined by GEOID03.
 KK0287
 KK0287.The dynamic height is computed by dividing the NAVD 88
 KK0287.geopotential number by the normal gravity value computed on the
 KK0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0287.degrees latitude (g = 980.6199 gals.).
 KK0287
 KK0287.The modeled gravity was interpolated from observed gravity values.
 KK0287
 KK0287;                    North         East    Units  Estimated Accuracy
 KK0287;SPC CO C     -   442,640.      993,870.      MT  (+/- 180 meters Scaled)
 KK0287
 KK0287                          SUPERSEDED SURVEY CONTROL
 KK0287
 KK0287  NGVD 29 (??/??/92) 2236.874  (m)         7338.81   (f) ADJ UNCH    2 0
 KK0287
 KK0287.Superseded values are not recommended for survey control.
 KK0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0287.See file dsdata.txt to determine how the superseded data were derived.
 KK0287
 KK0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED361247(NAD 83)
 KK0287_MARKER: DB = BENCH MARK DISK
 KK0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0287_STAMPING: E 295 1952
 KK0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0287+STABILITY: SURFACE MOTION
 KK0287
 KK0287  HISTORY     - Date     Condition        Report By
 KK0287  HISTORY     - 1952     MONUMENTED       CGS
 KK0287
 KK0287                          STATION DESCRIPTION
 KK0287
 KK0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0287'1.8 MI W FROM EASTONVILLE.
 KK0287'1.8 MILES WEST ALONG STATE HIGHWAY 50 FROM THE GRADE SCHOOL AT
 KK0287'EASTONVILLE, 0.3 MILE NORTHWEST OF 3 LARGE RED BARNS, 0.1 MILE EAST
 KK0287'OF A LANE LEADING WEST TO A FARMHOUSE, 36 FEET SOUTH OF THE CENTER
 KK0287'LINE OF THE HIGHWAY, 1 FOOT NORTH OF A FENCE, 3 FEET EAST OF A
 KK0287'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9
 KK0287'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0295 ***********************************************************************
 LM0295  DESIGNATION -  E 296
 LM0295  PID         -  LM0295
 LM0295  STATE/COUNTY-  CO/GRAND
 LM0295  USGS QUAD   -  LAKE AGNES (1956)
 LM0295
 LM0295                         *CURRENT SURVEY CONTROL
 LM0295  ___________________________________________________________________
 LM0295* NAD 83(1986)-  40 21 03.     (N)    106 33 44.     (W)     SCALED    
 LM0295* NAVD 88     -      2496.749  (meters)    8191.42   (feet)  ADJUSTED  
 LM0295  ___________________________________________________________________
 LM0295  GEOID HEIGHT-         -12.06  (meters)                     GEOID03
 LM0295  DYNAMIC HT  -        2494.055 (meters)    8182.58  (feet)  COMP
 LM0295  MODELED GRAV-     979,455.7   (mgal)                       NAVD 88
 LM0295
 LM0295  VERT ORDER  -  SECOND    CLASS 0
 LM0295
 LM0295.The horizontal coordinates were scaled from a topographic map and have
 LM0295.an estimated accuracy of +/- 6 seconds.
 LM0295
 LM0295.The orthometric height was determined by differential leveling
 LM0295.and adjusted by the National Geodetic Survey in June 1991..
 LM0295
 LM0295.The geoid height was determined by GEOID03.
 LM0295
 LM0295.The dynamic height is computed by dividing the NAVD 88
 LM0295.geopotential number by the normal gravity value computed on the
 LM0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0295.degrees latitude (g = 980.6199 gals.).
 LM0295
 LM0295.The modeled gravity was interpolated from observed gravity values.
 LM0295
 LM0295;                    North         East    Units  Estimated Accuracy
 LM0295;SPC CO N     -   418,320.      824,170.      MT  (+/- 180 meters Scaled)
 LM0295
 LM0295                          SUPERSEDED SURVEY CONTROL
 LM0295
 LM0295  NGVD 29 (??/??/92) 2495.375  (m)         8186.91   (f) ADJ UNCH    2 0
 LM0295
 LM0295.Superseded values are not recommended for survey control.
 LM0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0295.See file dsdata.txt to determine how the superseded data were derived.
 LM0295
 LM0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE673678(NAD 83)
 LM0295_MARKER: DB = BENCH MARK DISK
 LM0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0295_STAMPING: E 296 1951
 LM0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0295+STABILITY: SURFACE MOTION
 LM0295
 LM0295  HISTORY     - Date     Condition        Report By
 LM0295  HISTORY     - 1951     MONUMENTED       CGS
 LM0295
 LM0295                          STATION DESCRIPTION
 LM0295
 LM0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LM0295'24.4 MI NW FROM KREMMLING.
 LM0295'24.4 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LM0295'KREMMLING, ON THE NORTH EDGE OF A DRAW, 79 FEET SOUTH OF THE CENTER
 LM0295'LINE OF THE HIGHWAY, 1.6 FEET NORTH OF A FENCE, SET IN THE TOP OF A
 LM0295'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0211 ***********************************************************************
 LM0211  DESIGNATION -  E 297
 LM0211  PID         -  LM0211
 LM0211  STATE/COUNTY-  CO/GRAND
 LM0211  USGS QUAD   -  KREMMLING (1981)
 LM0211
 LM0211                         *CURRENT SURVEY CONTROL
 LM0211  ___________________________________________________________________
 LM0211* NAD 83(1986)-  40 04 58.     (N)    106 24 55.     (W)     SCALED    
 LM0211* NAVD 88     -      2264.881  (meters)    7430.70   (feet)  ADJUSTED  
 LM0211  ___________________________________________________________________
 LM0211  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 LM0211  DYNAMIC HT  -        2262.462 (meters)    7422.76  (feet)  COMP
 LM0211  MODELED GRAV-     979,476.8   (mgal)                       NAVD 88
 LM0211
 LM0211  VERT ORDER  -  SECOND    CLASS 0
 LM0211
 LM0211.The horizontal coordinates were scaled from a topographic map and have
 LM0211.an estimated accuracy of +/- 6 seconds.
 LM0211
 LM0211.The orthometric height was determined by differential leveling
 LM0211.and adjusted by the National Geodetic Survey in June 1991..
 LM0211
 LM0211.The geoid height was determined by GEOID03.
 LM0211
 LM0211.The dynamic height is computed by dividing the NAVD 88
 LM0211.geopotential number by the normal gravity value computed on the
 LM0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0211.degrees latitude (g = 980.6199 gals.).
 LM0211
 LM0211.The modeled gravity was interpolated from observed gravity values.
 LM0211
 LM0211;                    North         East    Units  Estimated Accuracy
 LM0211;SPC CO N     -   388,410.      836,340.      MT  (+/- 180 meters Scaled)
 LM0211
 LM0211                          SUPERSEDED SURVEY CONTROL
 LM0211
 LM0211  NGVD 29 (??/??/92) 2263.564  (m)         7426.38   (f) ADJ UNCH    2 0
 LM0211
 LM0211.Superseded values are not recommended for survey control.
 LM0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0211.See file dsdata.txt to determine how the superseded data were derived.
 LM0211
 LM0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE793379(NAD 83)
 LM0211_MARKER: DB = BENCH MARK DISK
 LM0211_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0211_SP_SET: CULVERT
 LM0211_STAMPING: E 297 1951
 LM0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0211
 LM0211  HISTORY     - Date     Condition        Report By
 LM0211  HISTORY     - 1951     MONUMENTED       CGS
 LM0211
 LM0211                          STATION DESCRIPTION
 LM0211
 LM0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LM0211'2.0 MI NW FROM KREMMLING.
 LM0211'2.0 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LM0211'KREMMLING, 21 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, NEAR A
 LM0211'HIGHWAY DEPARTMENT GRAVEL PILE, SET IN THE TOP OF THE CENTER OF THE
 LM0211'NORTHEAST HEADWALL OF A 6 FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0047 ***********************************************************************
 KL0047  DESIGNATION -  E 298
 KL0047  PID         -  KL0047
 KL0047  STATE/COUNTY-  CO/SUMMIT
 KL0047  USGS QUAD   -  WILLOW LAKES (1987)
 KL0047
 KL0047                         *CURRENT SURVEY CONTROL
 KL0047  ___________________________________________________________________
 KL0047* NAD 83(1986)-  39 44 14.     (N)    106 08 04.     (W)     SCALED    
 KL0047* NAVD 88     -      2584.126  (meters)    8478.09   (feet)  ADJUSTED  
 KL0047  ___________________________________________________________________
 KL0047  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 KL0047  DYNAMIC HT  -        2581.046 (meters)    8467.98  (feet)  COMP
 KL0047  MODELED GRAV-     979,341.4   (mgal)                       NAVD 88
 KL0047
 KL0047  VERT ORDER  -  SECOND    CLASS 0
 KL0047
 KL0047.The horizontal coordinates were scaled from a topographic map and have
 KL0047.an estimated accuracy of +/- 6 seconds.
 KL0047
 KL0047.The orthometric height was determined by differential leveling
 KL0047.and adjusted by the National Geodetic Survey in June 1991..
 KL0047
 KL0047.The geoid height was determined by GEOID03.
 KL0047
 KL0047.The dynamic height is computed by dividing the NAVD 88
 KL0047.geopotential number by the normal gravity value computed on the
 KL0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0047.degrees latitude (g = 980.6199 gals.).
 KL0047
 KL0047.The modeled gravity was interpolated from observed gravity values.
 KL0047
 KL0047;                    North         East    Units  Estimated Accuracy
 KL0047;SPC CO C     -   516,340.      860,020.      MT  (+/- 180 meters Scaled)
 KL0047
 KL0047                          SUPERSEDED SURVEY CONTROL
 KL0047
 KL0047  NGVD 29 (??/??/92) 2582.591  (m)         8473.05   (f) ADJ UNCH    2 0
 KL0047
 KL0047.Superseded values are not recommended for survey control.
 KL0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0047.See file dsdata.txt to determine how the superseded data were derived.
 KL0047
 KL0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD027992(NAD 83)
 KL0047_MARKER: DB = BENCH MARK DISK
 KL0047_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KL0047_SP_SET: CULVERT HEADWALL
 KL0047_STAMPING: E 298 1951
 KL0047_MARK LOGO: CGS   
 KL0047_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0047+STABILITY: SURFACE MOTION
 KL0047
 KL0047  HISTORY     - Date     Condition        Report By
 KL0047  HISTORY     - 1951     MONUMENTED       CGS
 KL0047  HISTORY     - 1970     GOOD             USGS
 KL0047  HISTORY     - 19930908 GOOD             CODOT
 KL0047
 KL0047                          STATION DESCRIPTION
 KL0047
 KL0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0047'9.85 MI NW FROM DILLON.
 KL0047'9.85 MILES NORTHWEST ALONG STATE HIGHWAY 9 FROM THE PUBLIC SCHOOL AT
 KL0047'DILLON, 332 FEET SOUTHWEST OF AN ARAPAHO NATIONAL FOREST BOUNDARY
 KL0047'SIGN, 129 FEET NORTH OF THE NORTH EDGE OF BOULDER CREEK, 97 FEET WEST
 KL0047'OF THE CENTER LINE OF THE HIGHWAY, 18 FEET SOUTHWEST OF A BOULDER LAKE
 KL0047'SIGN, 10 FEET NORTH OF THE CENTER LINE OF THE OLD HIGHWAY WHICH LEADS
 KL0047'TO BOULDER CREEK CAMP GROUND, SET IN THE TOP OF THE CENTER OF THE
 KL0047'NORTH HEADWALL OF A 5 FOOT CONCRETE CULVERT UNDER THE OLD HIGHWAY.
 KL0047
 KL0047                          STATION RECOVERY (1970)
 KL0047
 KL0047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 KL0047'RECOVERED IN GOOD CONDITION.
 KL0047
 KL0047                          STATION RECOVERY (1993)
 KL0047
 KL0047'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1993 (KW)
 KL0047'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0203 ***********************************************************************
 LM0203  DESIGNATION -  E 299
 LM0203  PID         -  LM0203
 LM0203  STATE/COUNTY-  CO/GRAND
 LM0203  USGS QUAD   -  JUNCTION BUTTE (1980)
 LM0203
 LM0203                         *CURRENT SURVEY CONTROL
 LM0203  ___________________________________________________________________
 LM0203* NAD 83(1986)-  40 02 11.     (N)    106 22 26.     (W)     SCALED    
 LM0203* NAVD 88     -      2280.216  (meters)    7481.01   (feet)  ADJUSTED  
 LM0203  ___________________________________________________________________
 LM0203  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 LM0203  DYNAMIC HT  -        2277.774 (meters)    7473.00  (feet)  COMP
 LM0203  MODELED GRAV-     979,473.2   (mgal)                       NAVD 88
 LM0203
 LM0203  VERT ORDER  -  SECOND    CLASS 0
 LM0203
 LM0203.The horizontal coordinates were scaled from a topographic map and have
 LM0203.an estimated accuracy of +/- 6 seconds.
 LM0203
 LM0203.The orthometric height was determined by differential leveling
 LM0203.and adjusted by the National Geodetic Survey in June 1991..
 LM0203
 LM0203.The geoid height was determined by GEOID03.
 LM0203
 LM0203.The dynamic height is computed by dividing the NAVD 88
 LM0203.geopotential number by the normal gravity value computed on the
 LM0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0203.degrees latitude (g = 980.6199 gals.).
 LM0203
 LM0203.The modeled gravity was interpolated from observed gravity values.
 LM0203
 LM0203;                    North         East    Units  Estimated Accuracy
 LM0203;SPC CO N     -   383,230.      839,820.      MT  (+/- 180 meters Scaled)
 LM0203
 LM0203                          SUPERSEDED SURVEY CONTROL
 LM0203
 LM0203  NGVD 29 (??/??/92) 2278.905  (m)         7476.71   (f) ADJ UNCH    2 0
 LM0203
 LM0203.Superseded values are not recommended for survey control.
 LM0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0203.See file dsdata.txt to determine how the superseded data were derived.
 LM0203
 LM0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE827327(NAD 83)
 LM0203_MARKER: DD = SURVEY DISK
 LM0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0203+STABILITY: SURFACE MOTION
 LM0203
 LM0203  HISTORY     - Date     Condition        Report By
 LM0203  HISTORY     - UNK      MONUMENTED       CODH
 LM0203  HISTORY     - 1951     GOOD             NGS
 LM0203
 LM0203                          STATION DESCRIPTION
 LM0203
 LM0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LM0203'2.85 MI SE FROM KREMMLING.
 LM0203'2.85 MILES SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 LM0203'KREMMLING, AT A JUNCTION WITH STATE HIGHWAY 11.  75 FEET EAST OF THE
 LM0203'CENTER LINE OF STATE HIGHWAY 9, 6 FEET SOUTH OF A FENCE CORNER, 1.2
 LM0203'FEET WEST OF A FENCE, 1.8 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 LM0203'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND. NOTE--
 LM0203'THERE IS NO STAMPING ON THIS MARK.  THIS DESIGNATION WAS GIVEN IT BY
 LM0203'THIS PARTY IN 1951 BUT WAS NOT STAMPED ON THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0574 ***********************************************************************
 LL0574  DESIGNATION -  E 3
 LL0574  PID         -  LL0574
 LL0574  STATE/COUNTY-  CO/LARIMER
 LL0574  USGS QUAD   -  GLEN HAVEN (1980)
 LL0574
 LL0574                         *CURRENT SURVEY CONTROL
 LL0574  ___________________________________________________________________
 LL0574* NAD 83(1986)-  40 24 37.     (N)    105 23 15.     (W)     SCALED    
 LL0574* NAVD 88     -      2084.864  (meters)    6840.09   (feet)  ADJUSTED  
 LL0574  ___________________________________________________________________
 LL0574  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 LL0574  DYNAMIC HT  -        2082.820 (meters)    6833.39  (feet)  COMP
 LL0574  MODELED GRAV-     979,569.9   (mgal)                       NAVD 88
 LL0574
 LL0574  VERT ORDER  -  SECOND    CLASS 0
 LL0574
 LL0574.The horizontal coordinates were scaled from a topographic map and have
 LL0574.an estimated accuracy of +/- 6 seconds.
 LL0574
 LL0574.The orthometric height was determined by differential leveling
 LL0574.and adjusted by the National Geodetic Survey in June 1991..
 LL0574
 LL0574.The geoid height was determined by GEOID03.
 LL0574
 LL0574.The dynamic height is computed by dividing the NAVD 88
 LL0574.geopotential number by the normal gravity value computed on the
 LL0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0574.degrees latitude (g = 980.6199 gals.).
 LL0574
 LL0574.The modeled gravity was interpolated from observed gravity values.
 LL0574
 LL0574;                    North         East    Units  Estimated Accuracy
 LL0574;SPC CO N     -   424,380.      923,950.      MT  (+/- 180 meters Scaled)
 LL0574
 LL0574                          SUPERSEDED SURVEY CONTROL
 LL0574
 LL0574  NGVD 29 (??/??/92) 2083.689  (m)         6836.24   (f) ADJ UNCH    2 0
 LL0574
 LL0574.Superseded values are not recommended for survey control.
 LL0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0574.See file dsdata.txt to determine how the superseded data were derived.
 LL0574
 LL0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE671733(NAD 83)
 LL0574_MARKER: DD = SURVEY DISK
 LL0574_SETTING: 80 = SET IN A BOULDER
 LL0574_STAMPING: E 3 1938 6834.437
 LL0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0574+STABILITY: SURFACE MOTION
 LL0574
 LL0574  HISTORY     - Date     Condition        Report By
 LL0574  HISTORY     - 1938     MONUMENTED       BOR
 LL0574  HISTORY     - 1938     GOOD             NGS
 LL0574
 LL0574                          STATION DESCRIPTION
 LL0574
 LL0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 LL0574'9.6 MI E FROM ESTES PARK.
 LL0574'9.6 MILES NORTHEAST ALONG U.S. HIGHWAY (BIG THOMPSON ROAD) FROM
 LL0574'THE POST OFFICE AT ESTES PARK, LARIMER COUNTY, BETWEEN THE HIGHWAY
 LL0574'AND THE RIVER, 51 FEET SOUTH OF THE SOUTH SHOULDER OF THE HIGHWAY,
 LL0574'40 FEET NORTH OF THE RIVER, AT THE SOUTH EDGE OF A PARKING AREA
 LL0574'AT THE UPPER END OF THE RAPIDS, IN THE TOP OF A LARGE GRANITE
 LL0574'BOULDER, AND 2-1/2 FEET LOWER THAN THE ROAD.  A UNITED STATES BUREAU
 LL0574'OF RECLAMATION STANDARD DISK, STAMPED E 3 1938 6834.437.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0311 ***********************************************************************
 LL0311  DESIGNATION -  E 3
 LL0311  PID         -  LL0311
 LL0311  STATE/COUNTY-  CO/WELD
 LL0311  USGS QUAD   -  DOVER (1972)
 LL0311
 LL0311                         *CURRENT SURVEY CONTROL
 LL0311  ___________________________________________________________________
 LL0311* NAD 83(1992)-  40 46 45.27736(N)    104 48 44.43639(W)     ADJUSTED  
 LL0311* NAVD 88     -      1649.069  (meters)    5410.32   (feet)  ADJUSTED  
 LL0311  ___________________________________________________________________
 LL0311  LAPLACE CORR-          -8.76  (seconds)                    DEFLEC99
 LL0311  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 LL0311  DYNAMIC HT  -        1647.662 (meters)    5405.70  (feet)  COMP
 LL0311  MODELED GRAV-     979,713.3   (mgal)                       NAVD 88
 LL0311
 LL0311  HORZ ORDER  -  SECOND
 LL0311  VERT ORDER  -  FIRST     CLASS II
 LL0311
 LL0311.The horizontal coordinates were established by classical geodetic methods
 LL0311.and adjusted by the National Geodetic Survey in January 1997..
 LL0311
 LL0311.The orthometric height was determined by differential leveling
 LL0311.and adjusted by the National Geodetic Survey in June 1991..
 LL0311
 LL0311.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL0311
 LL0311.The geoid height was determined by GEOID03.
 LL0311
 LL0311.The dynamic height is computed by dividing the NAVD 88
 LL0311.geopotential number by the normal gravity value computed on the
 LL0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0311.degrees latitude (g = 980.6199 gals.).
 LL0311
 LL0311.The modeled gravity was interpolated from observed gravity values.
 LL0311
 LL0311;                    North         East     Units Scale Factor Converg.
 LL0311;SPC CO N     -   465,571.617   972,449.925   MT  0.99999934   +0 26 39.5
 LL0311;SPC CO N     - 1,527,462.88  3,190,446.13   sFT  0.99999934   +0 26 39.5
 LL0311;SPC WY E     -    31,067.627   229,908.451   MT  0.99994851   +0 13 53.1
 LL0311;UTM  13      - 4,514,268.427   515,834.747   MT  0.99960309   +0 07 21.2
 LL0311
 LL0311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL0311!SPC CO N     -   0.99974403  x   0.99999934  =   0.99974337
 LL0311!SPC WY E     -   0.99974403  x   0.99994851  =   0.99969255
 LL0311!UTM  13      -   0.99974403  x   0.99960309  =   0.99934722
 LL0311
 LL0311                          SUPERSEDED SURVEY CONTROL
 LL0311
 LL0311  NAD 83(1992)-  40 46 45.27163(N)    104 48 44.44125(W) AD(       ) 2
 LL0311  NAD 83(1986)-  40 46 45.26395(N)    104 48 44.42984(W) AD(       ) 2
 LL0311  NAD 27      -  40 46 45.33000(N)    104 48 42.56000(W) AD(       ) 2
 LL0311  NGVD 29 (??/??/92) 1648.107  (m)         5407.16   (f) ADJ UNCH    1 2
 LL0311
 LL0311.Superseded values are not recommended for survey control.
 LL0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0311.See file dsdata.txt to determine how the superseded data were derived.
 LL0311
 LL0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF1583514268(NAD 83)
 LL0311_MARKER: H = DRILL HOLE
 LL0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0311_SP_SET: STONE
 LL0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0311+STABILITY: SURFACE MOTION
 LL0311
 LL0311  HISTORY     - Date     Condition        Report By
 LL0311  HISTORY     - 1912     MONUMENTED       CGS
 LL0311  HISTORY     - 1956     GOOD             NGS
 LL0311  HISTORY     - 1983     MARK NOT FOUND   NGS
 LL0311
 LL0311                          STATION DESCRIPTION
 LL0311
 LL0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (CVH)
 LL0311'THIS STATION IS IDENTICAL WITH FIRST-ORDER LEVELING BENCH
 LL0311'MARK E 3 ESTABLISHED BY THIS SURVEY.  IT IS IN THE SOUTHEAST
 LL0311'CORNER OF THE UNION PACIFIC RAILROAD SECTION-HOUSE YARD, 17
 LL0311'METERS FROM THE SOUTHEAST CORNER OF THE SECTION HOUSE AND 25
 LL0311'METERS WEST OF THE CENTER OF THE TRACK.  IT IS MARKED BY A
 LL0311'GRANITE POST 6 INCHES SQUARE ON TOP AND 4-1/2 FEET LONG,
 LL0311'PROJECTING 6 INCHES ABOVE THE GROUND, AND INSCRIBED ON THE TOP
 LL0311'WITH A SQUARE AND THE LETTERS U.S.B.M.  THE STATION WAS
 LL0311'OCCUPIED ECCENTRICALLY.  DOVER BENCH MARK ECCENTRIC,
 LL0311'WHICH IS NOT MARKED, IS 10.44 METERS (34.25 FEET) FROM THE
 LL0311'STATION N 60 DEG 38 MIN E.  DOVER BENCH MARK
 LL0311'REFERENCE MARK, WITH THE ARROW
 LL0311'POINTING TOWARD THE ECCENTRIC POINT, IS ON THE RAILROAD
 LL0311'RIGHT OF WAY 16 METERS WEST OF THE CENTER OF THE TRACK, 36
 LL0311'METERS NORTH OF THE EAST GABLE OF THE SECTION HOUSE, AND
 LL0311'53.23 METERS (174.64 FEET) FROM THE STATION N 18 DEG W.
 LL0311'THE REFERENCE MARK IS ON THE EAST SIDE OF THE
 LL0311'DENVER-CHEYENNE WAGON ROAD AND IS SOUTH OF THE WAGON ROAD
 LL0311'WHICH CROSSES THE TRACK AT THIS POINT.
 LL0311
 LL0311                          STATION RECOVERY (1956)
 LL0311
 LL0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 LL0311'5.3 MI NW FROM NUNN.
 LL0311'5.3 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL0311'STATION AT NUNN, 60.5 FEET SOUTH OF THE 10TH POLE NORTHWEST OF
 LL0311'MILEPOST 77, 55.2 FEET EAST OF THE EAST CORNER OF AN OLD CONCRETE
 LL0311'FOUNDATION WHICH IS AT THE FORMER SITE OF THE SECTION FOREMANS
 LL0311'HOUSE AT DOVER, 74 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 LL0311'MAIN TRACK, 153 EAST OF THE CENTER LINE OF A GRAVELED ROAD, 0.6
 LL0311'FOOT NORTHEAST OF A WITNESS POST, IN THE TOP OF A STONE POST
 LL0311'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, IN SECTION 5, TOWNSHIP
 LL0311'9 NORTH, RANGE 66 WEST.
 LL0311
 LL0311                          STATION RECOVERY (1983)
 LL0311
 LL0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0602 ***********************************************************************
 LL0602  DESIGNATION -  E 30
 LL0602  PID         -  LL0602
 LL0602  STATE/COUNTY-  CO/BOULDER
 LL0602  USGS QUAD   -  CARTER LAKE RESERVOIR (1971)
 LL0602
 LL0602                         *CURRENT SURVEY CONTROL
 LL0602  ___________________________________________________________________
 LL0602* NAD 83(1986)-  40 15 29.     (N)    105 12 17.     (W)     SCALED    
 LL0602* NAVD 88     -      1598.755  (meters)    5245.25   (feet)  ADJUSTED  
 LL0602  ___________________________________________________________________
 LL0602  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 LL0602  DYNAMIC HT  -        1597.284 (meters)    5240.42  (feet)  COMP
 LL0602  MODELED GRAV-     979,650.3   (mgal)                       NAVD 88
 LL0602
 LL0602  VERT ORDER  -  SECOND    CLASS 0
 LL0602
 LL0602.The horizontal coordinates were scaled from a topographic map and have
 LL0602.an estimated accuracy of +/- 6 seconds.
 LL0602
 LL0602.The orthometric height was determined by differential leveling
 LL0602.and adjusted by the National Geodetic Survey in June 1991..
 LL0602
 LL0602.The geoid height was determined by GEOID03.
 LL0602
 LL0602.The dynamic height is computed by dividing the NAVD 88
 LL0602.geopotential number by the normal gravity value computed on the
 LL0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0602.degrees latitude (g = 980.6199 gals.).
 LL0602
 LL0602.The modeled gravity was interpolated from observed gravity values.
 LL0602
 LL0602;                    North         East    Units  Estimated Accuracy
 LL0602;SPC CO N     -   407,520.      939,520.      MT  (+/- 180 meters Scaled)
 LL0602
 LL0602                          SUPERSEDED SURVEY CONTROL
 LL0602
 LL0602  NGVD 29 (??/??/92) 1597.708  (m)         5241.81   (f) ADJ UNCH    2 0
 LL0602
 LL0602.Superseded values are not recommended for survey control.
 LL0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0602.See file dsdata.txt to determine how the superseded data were derived.
 LL0602
 LL0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE825564(NAD 83)
 LL0602_MARKER: DD = SURVEY DISK
 LL0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0602_STAMPING: E 30 1940 5239.966
 LL0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0602+STABILITY: SURFACE MOTION
 LL0602
 LL0602  HISTORY     - Date     Condition        Report By
 LL0602  HISTORY     - 1940     MONUMENTED       BOR
 LL0602  HISTORY     - 1940     GOOD             NGS
 LL0602
 LL0602                          STATION DESCRIPTION
 LL0602
 LL0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LL0602'9.2 MI SW FROM BERTHOUD.
 LL0602'IN BOULDER COUNTY, 4.0 MILES WEST ALONG U.S. HIGHWAY 287, STATE
 LL0602'HIGHWAY 56 AND A COUNTY ROAD FROM THE POST OFFICE AT BERTHOUD, LARIMER
 LL0602'COUNTY, THENCE 1.0 MILE SOUTH ALONG A COUNTY ROAD, THENCE 0.4 MILE
 LL0602'WEST ALONG A COUNTY ROAD, THENCE 1.0 MILE SOUTH ALONG A COUNTY ROAD,
 LL0602'THENCE 1.8 MILES WEST ALONG A COUNTY ROAD TO THE POINT WHERE THE
 LL0602'ROAD TURNS NORTH, AND THENCE 1.6 MILES SOUTHWEST ALONG A FIELD ROAD,
 LL0602'AT THE MOUTH OF LITTLE THOMPSON CANYON, AT EDMONDS RANCH, 64 FEET
 LL0602'NORTHWEST OF THE NORTHWEST CORNER OF THE RANCH HOUSE, 44 FEET WEST
 LL0602'OF THE RANCH HOUSE GATE, AND 1 FOOT NORTH OF A FENCE AROUND THE RANCH
 LL0602'HOUSE.  A UNITED STATES BUREAU OF RECLAMATION STANDARD DISK, STAMPED
 LL0602'E 30 1940 5239.966 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0086 ***********************************************************************
 LK0086  DESIGNATION -  E 30
 LK0086  PID         -  LK0086
 LK0086  STATE/COUNTY-  CO/YUMA
 LK0086  USGS QUAD   -  WRAY (1984)
 LK0086
 LK0086                         *CURRENT SURVEY CONTROL
 LK0086  ___________________________________________________________________
 LK0086* NAD 83(1986)-  40 04 57.     (N)    102 12 57.     (W)     SCALED    
 LK0086* NAVD 88     -      1072.131  (meters)    3517.48   (feet)  ADJUSTED  
 LK0086  ___________________________________________________________________
 LK0086  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 LK0086  DYNAMIC HT  -        1071.318 (meters)    3514.82  (feet)  COMP
 LK0086  MODELED GRAV-     979,831.0   (mgal)                       NAVD 88
 LK0086
 LK0086  VERT ORDER  -  FIRST     CLASS II
 LK0086
 LK0086.The horizontal coordinates were scaled from a topographic map and have
 LK0086.an estimated accuracy of +/- 6 seconds.
 LK0086
 LK0086.The orthometric height was determined by differential leveling
 LK0086.and adjusted by the National Geodetic Survey in June 1991..
 LK0086
 LK0086.The geoid height was determined by GEOID03.
 LK0086
 LK0086.The dynamic height is computed by dividing the NAVD 88
 LK0086.geopotential number by the normal gravity value computed on the
 LK0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0086.degrees latitude (g = 980.6199 gals.).
 LK0086
 LK0086.The modeled gravity was interpolated from observed gravity values.
 LK0086
 LK0086;                    North         East    Units  Estimated Accuracy
 LK0086;SPC CO N     -   393,170.    1,194,440.      MT  (+/- 180 meters Scaled)
 LK0086
 LK0086                          SUPERSEDED SURVEY CONTROL
 LK0086
 LK0086  NGVD 29 (??/??/92) 1071.654  (m)         3515.92   (f) ADJ UNCH    1 2
 LK0086
 LK0086.Superseded values are not recommended for survey control.
 LK0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0086.See file dsdata.txt to determine how the superseded data were derived.
 LK0086
 LK0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE373406(NAD 83)
 LK0086_MARKER: DB = BENCH MARK DISK
 LK0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0086_STAMPING: 3515.918 E 30 1933
 LK0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0086+STABILITY: SURFACE MOTION
 LK0086
 LK0086  HISTORY     - Date     Condition        Report By
 LK0086  HISTORY     - 1933     MONUMENTED       CGS
 LK0086  HISTORY     - 1942     GOOD             NGS
 LK0086
 LK0086                          STATION DESCRIPTION
 LK0086
 LK0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LK0086'AT WRAY.
 LK0086'AT WRAY, YUMA COUNTY, 0.5 MILE EAST OF THE CHICAGO, BURLINGTON
 LK0086'AND QUINCY RAILROAD STATION, ABOUT 132 YARDS WEST OF MILEPOST 377,
 LK0086'137 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 LK0086'CITY POWER PLANT, AND 44 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 LK0086'TRACK.  A STANDARD DISK, STAMPED E 30 1933 AND SET IN THE TOP OF A
 LK0086'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.  NOW STAMPED
 LK0086'3515.918 E 30 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1108 ***********************************************************************
 KK1108  DESIGNATION -  E 300
 KK1108  PID         -  KK1108
 KK1108  STATE/COUNTY-  CO/SUMMIT
 KK1108  USGS QUAD   -  LOVELAND PASS (1987)
 KK1108
 KK1108                         *CURRENT SURVEY CONTROL
 KK1108  ___________________________________________________________________
 KK1108* NAD 83(1986)-  39 37 57.     (N)    105 53 50.     (W)     SCALED    
 KK1108* NAVD 88     -      3150.443  (meters)   10336.08   (feet)  ADJUSTED  
 KK1108  ___________________________________________________________________
 KK1108  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 KK1108  DYNAMIC HT  -        3146.339 (meters)   10322.61  (feet)  COMP
 KK1108  MODELED GRAV-     979,208.8   (mgal)                       NAVD 88
 KK1108
 KK1108  VERT ORDER  -  SECOND    CLASS 0
 KK1108
 KK1108.The horizontal coordinates were scaled from a topographic map and have
 KK1108.an estimated accuracy of +/- 6 seconds.
 KK1108
 KK1108.The orthometric height was determined by differential leveling
 KK1108.and adjusted by the National Geodetic Survey in June 1991..
 KK1108
 KK1108.The geoid height was determined by GEOID03.
 KK1108
 KK1108.The dynamic height is computed by dividing the NAVD 88
 KK1108.geopotential number by the normal gravity value computed on the
 KK1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1108.degrees latitude (g = 980.6199 gals.).
 KK1108
 KK1108.The modeled gravity was interpolated from observed gravity values.
 KK1108
 KK1108;                    North         East    Units  Estimated Accuracy
 KK1108;SPC CO C     -   504,600.      880,300.      MT  (+/- 180 meters Scaled)
 KK1108
 KK1108                          SUPERSEDED SURVEY CONTROL
 KK1108
 KK1108  NGVD 29 (??/??/92) 3148.659  (m)        10330.23   (f) ADJ UNCH    2 0
 KK1108
 KK1108.Superseded values are not recommended for survey control.
 KK1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1108.See file dsdata.txt to determine how the superseded data were derived.
 KK1108
 KK1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD230873(NAD 83)
 KK1108_MARKER: DB = BENCH MARK DISK
 KK1108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK1108_SP_SET: CULVERT
 KK1108_STAMPING: E 300 1951
 KK1108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1108
 KK1108  HISTORY     - Date     Condition        Report By
 KK1108  HISTORY     - 1951     MONUMENTED       CGS
 KK1108
 KK1108                          STATION DESCRIPTION
 KK1108
 KK1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK1108'9.8 MI E FROM DILLON.
 KK1108'9.85 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE PUBLIC SCHOOL AT
 KK1108'DILLON, 27 FEET WEST OF THE CENTER LINE OF THE HIGHWAY WHICH
 KK1108'HAS 3 LANES AT THIS POINT, 112 YARDS SOUTH OF A STREAM WHICH GOES
 KK1108'UNDER THE HIGHWAY, SET IN THE TOP OF THE CENTER OF THE WEST
 KK1108'HEADWALL OF A 3X7 FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1141 ***********************************************************************
 KK1141  DESIGNATION -  E 301
 KK1141  PID         -  KK1141
 KK1141  STATE/COUNTY-  CO/CLEAR CREEK
 KK1141  USGS QUAD   -  GEORGETOWN (1974)
 KK1141
 KK1141                         *CURRENT SURVEY CONTROL
 KK1141  ___________________________________________________________________
 KK1141* NAD 83(1986)-  39 41 39.     (N)    105 43 32.     (W)     SCALED    
 KK1141* NAVD 88     -      2780.287  (meters)    9121.66   (feet)  ADJUSTED  
 KK1141  ___________________________________________________________________
 KK1141  GEOID HEIGHT-         -12.32  (meters)                     GEOID03
 KK1141  DYNAMIC HT  -        2776.872 (meters)    9110.45  (feet)  COMP
 KK1141  MODELED GRAV-     979,297.6   (mgal)                       NAVD 88
 KK1141
 KK1141  VERT ORDER  -  SECOND    CLASS 0
 KK1141
 KK1141.The horizontal coordinates were scaled from a topographic map and have
 KK1141.an estimated accuracy of +/- 6 seconds.
 KK1141
 KK1141.The orthometric height was determined by differential leveling
 KK1141.and adjusted by the National Geodetic Survey in June 1991..
 KK1141
 KK1141.The geoid height was determined by GEOID03.
 KK1141
 KK1141.The dynamic height is computed by dividing the NAVD 88
 KK1141.geopotential number by the normal gravity value computed on the
 KK1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1141.degrees latitude (g = 980.6199 gals.).
 KK1141
 KK1141.The modeled gravity was interpolated from observed gravity values.
 KK1141
 KK1141;                    North         East    Units  Estimated Accuracy
 KK1141;SPC CO C     -   511,400.      895,060.      MT  (+/- 180 meters Scaled)
 KK1141
 KK1141                          SUPERSEDED SURVEY CONTROL
 KK1141
 KK1141  NGVD 29 (??/??/92) 2778.684  (m)         9116.40   (f) ADJ UNCH    2 0
 KK1141
 KK1141.Superseded values are not recommended for survey control.
 KK1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1141.See file dsdata.txt to determine how the superseded data were derived.
 KK1141
 KK1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD377940(NAD 83)
 KK1141_MARKER: DB = BENCH MARK DISK
 KK1141_SETTING: 80 = SET IN A BOULDER
 KK1141_STAMPING: E 301 1951
 KK1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1141+STABILITY: SURFACE MOTION
 KK1141
 KK1141  HISTORY     - Date     Condition        Report By
 KK1141  HISTORY     - 1951     MONUMENTED       CGS
 KK1141
 KK1141                          STATION DESCRIPTION
 KK1141
 KK1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK1141'AT SILVER PLUME.
 KK1141'AT SILVER PLUME, 134 YARDS SOUTHEAST OF THE SOUTHEAST CORNER
 KK1141'OF THE BUCKLEY STORE, 300 FEET SOUTH OF THE CENTER LINE OF THE
 KK1141'HIGHWAY, 148 FEET EAST OF THE SOUTHEAST CORNER OF THE ABANDONED
 KK1141'COLORADO AND SOUTHERN RAILROAD STATION, 12 FEET NORTH OF THE CENTER
 KK1141'LINE OF A TRACK ROAD LEADING EAST, 4 FEET ABOVE THE GROUND,
 KK1141'SET IN THE TOP OF A 12X16 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0122 ***********************************************************************
 KL0122  DESIGNATION -  E 302
 KL0122  PID         -  KL0122
 KL0122  STATE/COUNTY-  CO/PARK
 KL0122  USGS QUAD   -  ALMA (1970)
 KL0122
 KL0122                         *CURRENT SURVEY CONTROL
 KL0122  ___________________________________________________________________
 KL0122* NAD 83(1986)-  39 18 32.     (N)    106 03 40.     (W)     SCALED    
 KL0122* NAVD 88     -      3192.080  (meters)   10472.68   (feet)  ADJUSTED  
 KL0122  ___________________________________________________________________
 KL0122  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 KL0122  DYNAMIC HT  -        3187.747 (meters)   10458.47  (feet)  COMP
 KL0122  MODELED GRAV-     979,153.4   (mgal)                       NAVD 88
 KL0122
 KL0122  VERT ORDER  -  FIRST     CLASS II
 KL0122
 KL0122.The horizontal coordinates were scaled from a topographic map and have
 KL0122.an estimated accuracy of +/- 6 seconds.
 KL0122
 KL0122.The orthometric height was determined by differential leveling
 KL0122.and adjusted by the National Geodetic Survey in June 1991..
 KL0122
 KL0122.The geoid height was determined by GEOID03.
 KL0122
 KL0122.The dynamic height is computed by dividing the NAVD 88
 KL0122.geopotential number by the normal gravity value computed on the
 KL0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0122.degrees latitude (g = 980.6199 gals.).
 KL0122
 KL0122.The modeled gravity was interpolated from observed gravity values.
 KL0122
 KL0122;                    North         East    Units  Estimated Accuracy
 KL0122;SPC CO C     -   468,750.      866,010.      MT  (+/- 180 meters Scaled)
 KL0122
 KL0122                          SUPERSEDED SURVEY CONTROL
 KL0122
 KL0122  NGVD 29 (??/??/92) 3190.193  (m)        10466.49   (f) ADJ UNCH    1 2
 KL0122
 KL0122.Superseded values are not recommended for survey control.
 KL0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0122.See file dsdata.txt to determine how the superseded data were derived.
 KL0122
 KL0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD085515(NAD 83)
 KL0122_MARKER: DB = BENCH MARK DISK
 KL0122_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KL0122_SP_SET: CULVERT
 KL0122_STAMPING: E 302 1951
 KL0122_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0122
 KL0122  HISTORY     - Date     Condition        Report By
 KL0122  HISTORY     - 1951     MONUMENTED       CGS
 KL0122  HISTORY     - 1959     GOOD             NGS
 KL0122
 KL0122                          STATION DESCRIPTION
 KL0122
 KL0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0122'1.8 MI N FROM ALMA.
 KL0122'1.8 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT ALMA,
 KL0122'0.2 MILE SOUTH OF A JUNCTION WITH A GRAVELED ROAD LEADING NORTH, 31
 KL0122'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 KL0122'NORTH END OF THE EAST HEADWALL OF A 4X7 FOOT CONCRETE CULVERT.
 KL0122
 KL0122                          STATION RECOVERY (1959)
 KL0122
 KL0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KL0122'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0869 ***********************************************************************
 KK0869  DESIGNATION -  E 303
 KK0869  PID         -  KK0869
 KK0869  STATE/COUNTY-  CO/PARK
 KK0869  USGS QUAD   -  COMO (1994)
 KK0869
 KK0869                         *CURRENT SURVEY CONTROL
 KK0869  ___________________________________________________________________
 KK0869* NAD 83(1986)-  39 18 44.     (N)    105 53 05.     (W)     SCALED    
 KK0869* NAVD 88     -      2948.068  (meters)    9672.12   (feet)  ADJUSTED  
 KK0869  ___________________________________________________________________
 KK0869  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 KK0869  DYNAMIC HT  -        2944.273 (meters)    9659.67  (feet)  COMP
 KK0869  MODELED GRAV-     979,232.5   (mgal)                       NAVD 88
 KK0869
 KK0869  VERT ORDER  -  FIRST     CLASS II
 KK0869
 KK0869.The horizontal coordinates were scaled from a topographic map and have
 KK0869.an estimated accuracy of +/- 6 seconds.
 KK0869
 KK0869.The orthometric height was determined by differential leveling
 KK0869.and adjusted by the National Geodetic Survey in June 1991..
 KK0869
 KK0869.The geoid height was determined by GEOID03.
 KK0869
 KK0869.The dynamic height is computed by dividing the NAVD 88
 KK0869.geopotential number by the normal gravity value computed on the
 KK0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0869.degrees latitude (g = 980.6199 gals.).
 KK0869
 KK0869.The modeled gravity was interpolated from observed gravity values.
 KK0869
 KK0869;                    North         East    Units  Estimated Accuracy
 KK0869;SPC CO C     -   469,040.      881,220.      MT  (+/- 180 meters Scaled)
 KK0869
 KK0869                          SUPERSEDED SURVEY CONTROL
 KK0869
 KK0869  NGVD 29 (??/??/92) 2946.390  (m)         9666.61   (f) ADJ UNCH    1 2
 KK0869
 KK0869.Superseded values are not recommended for survey control.
 KK0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0869.See file dsdata.txt to determine how the superseded data were derived.
 KK0869
 KK0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD237517(NAD 83)
 KK0869_MARKER: DB = BENCH MARK DISK
 KK0869_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0869_SP_SET: BRIDGE
 KK0869_STAMPING: E 303 1951
 KK0869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0869
 KK0869  HISTORY     - Date     Condition        Report By
 KK0869  HISTORY     - 1951     MONUMENTED       CGS
 KK0869  HISTORY     - 1959     GOOD             DOD
 KK0869
 KK0869                          STATION DESCRIPTION
 KK0869
 KK0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0869'0.6 MI SE FROM COMO.
 KK0869'0.55 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE ABANDONED
 KK0869'COLORADO AND SOUTHERN RAILROAD STATION AT COMO, THENCE 0.1 MILE
 KK0869'NORTHEAST ALONG U.S. HIGHWAY 285, 43 FEET NORTHWEST OF THE CENTER
 KK0869'LINE OF THE HIGHWAY, 15 FEET BELOW THE LEVEL OF THE HIGHWAY, SET
 KK0869'IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL OF A
 KK0869'15X18 FOOT CONCRETE BRIDGE.
 KK0869
 KK0869                          STATION RECOVERY (1959)
 KK0869
 KK0869'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KK0869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1061 ***********************************************************************
 KK1061  DESIGNATION -  E 304
 KK1061  PID         -  KK1061
 KK1061  STATE/COUNTY-  CO/CLEAR CREEK
 KK1061  USGS QUAD   -  GEORGETOWN (1974)
 KK1061
 KK1061                         *CURRENT SURVEY CONTROL
 KK1061  ___________________________________________________________________
 KK1061* NAD 83(1986)-  39 40 21.     (N)    105 42 19.     (W)     SCALED    
 KK1061* NAVD 88     -      3025.826  (meters)    9927.23   (feet)  ADJUSTED  
 KK1061  ___________________________________________________________________
 KK1061  GEOID HEIGHT-         -12.31  (meters)                     GEOID03
 KK1061  DYNAMIC HT  -        3022.061 (meters)    9914.88  (feet)  COMP
 KK1061  MODELED GRAV-     979,271.5   (mgal)                       NAVD 88
 KK1061
 KK1061  VERT ORDER  -  FIRST     CLASS II
 KK1061
 KK1061.The horizontal coordinates were scaled from a topographic map and have
 KK1061.an estimated accuracy of +/- 6 seconds.
 KK1061
 KK1061.The orthometric height was determined by differential leveling
 KK1061.and adjusted by the National Geodetic Survey in June 1991..
 KK1061
 KK1061.The geoid height was determined by GEOID03.
 KK1061
 KK1061.The dynamic height is computed by dividing the NAVD 88
 KK1061.geopotential number by the normal gravity value computed on the
 KK1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1061.degrees latitude (g = 980.6199 gals.).
 KK1061
 KK1061.The modeled gravity was interpolated from observed gravity values.
 KK1061
 KK1061;                    North         East    Units  Estimated Accuracy
 KK1061;SPC CO C     -   508,990.      896,790.      MT  (+/- 180 meters Scaled)
 KK1061
 KK1061                          SUPERSEDED SURVEY CONTROL
 KK1061
 KK1061  NGVD 29 (??/??/92) 3024.208  (m)         9921.92   (f) ADJ UNCH    1 2
 KK1061
 KK1061.Superseded values are not recommended for survey control.
 KK1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1061.See file dsdata.txt to determine how the superseded data were derived.
 KK1061
 KK1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD395916(NAD 83)
 KK1061_MARKER: DB = BENCH MARK DISK
 KK1061_SETTING: 80 = SET IN A BOULDER
 KK1061_STAMPING: E 304 1951
 KK1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1061+STABILITY: SURFACE MOTION
 KK1061
 KK1061  HISTORY     - Date     Condition        Report By
 KK1061  HISTORY     - 1951     MONUMENTED       CGS
 KK1061  HISTORY     - 1954     GOOD             NGS
 KK1061
 KK1061                          STATION DESCRIPTION
 KK1061
 KK1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK1061'3.6 MI S FROM GEORGETOWN.
 KK1061'3.65 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE POST
 KK1061'OFFICE AT GEORGETOWN, SOUTH OF AND AT THE UPPER END OF GREEN LAKE,
 KK1061'22 FEET SOUTHWEST OF THE CENTERLINE OF THE GRAVELED ROAD, 3 FEET
 KK1061'ABOVE THE WATER LEVEL OF THE LAKE, SET IN THE TOP OF A 13X14 FOOT
 KK1061'QUARTZ BOULDER.
 KK1061
 KK1061                          STATION RECOVERY (1954)
 KK1061
 KK1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 KK1061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0725 ***********************************************************************
 KK0725  DESIGNATION -  E 306
 KK0725  PID         -  KK0725
 KK0725  STATE/COUNTY-  CO/JEFFERSON
 KK0725  USGS QUAD   -  BAILEY (1987)
 KK0725
 KK0725                         *CURRENT SURVEY CONTROL
 KK0725  ___________________________________________________________________
 KK0725* NAD 83(1986)-  39 23 50.     (N)    105 23 02.     (W)     SCALED    
 KK0725* NAVD 88     -      2147.988  (meters)    7047.19   (feet)  ADJUSTED  
 KK0725  ___________________________________________________________________
 KK0725  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 KK0725  DYNAMIC HT  -        2145.619 (meters)    7039.42  (feet)  COMP
 KK0725  MODELED GRAV-     979,447.0   (mgal)                       NAVD 88
 KK0725
 KK0725  VERT ORDER  -  FIRST     CLASS II
 KK0725
 KK0725.The horizontal coordinates were scaled from a topographic map and have
 KK0725.an estimated accuracy of +/- 6 seconds.
 KK0725
 KK0725.The orthometric height was determined by differential leveling
 KK0725.and adjusted by the National Geodetic Survey in June 1991..
 KK0725
 KK0725.The geoid height was determined by GEOID03.
 KK0725
 KK0725.The dynamic height is computed by dividing the NAVD 88
 KK0725.geopotential number by the normal gravity value computed on the
 KK0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0725.degrees latitude (g = 980.6199 gals.).
 KK0725
 KK0725.The modeled gravity was interpolated from observed gravity values.
 KK0725
 KK0725;                    North         East    Units  Estimated Accuracy
 KK0725;SPC CO C     -   478,410.      924,400.      MT  (+/- 180 meters Scaled)
 KK0725
 KK0725                          SUPERSEDED SURVEY CONTROL
 KK0725
 KK0725  NGVD 29 (??/??/92) 2146.759  (m)         7043.16   (f) ADJ UNCH    1 2
 KK0725
 KK0725.Superseded values are not recommended for survey control.
 KK0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0725.See file dsdata.txt to determine how the superseded data were derived.
 KK0725
 KK0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD669609(NAD 83)
 KK0725_MARKER: DB = BENCH MARK DISK
 KK0725_SETTING: 66 = SET IN ROCK OUTCROP
 KK0725_SP_SET: OUTCROP
 KK0725_STAMPING: E 306 1951
 KK0725_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0725+STABILITY: POSITION/ELEVATION WELL
 KK0725
 KK0725  HISTORY     - Date     Condition        Report By
 KK0725  HISTORY     - 1951     MONUMENTED       CGS
 KK0725  HISTORY     - 1955     GOOD             NGS
 KK0725
 KK0725                          STATION DESCRIPTION
 KK0725
 KK0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0725'4.8 MI SW FROM PINE GROVE.
 KK0725'4.85 MILES SOUTHWEST ALONG THE ABANDONED COLORADO AND SOUTHERN
 KK0725'RAILROAD GRADE FROM THE POST OFFICE AT PINE GROVE, 0.4 MILE SOUTHEAST
 KK0725'OF THE FORMER SITE OF CROSSON, 47 FEET NORTHWEST OF THE NORTHWEST
 KK0725'CORNER OF A WOODEN BRIDGE OVER THE NORTH FORK OF THE SOUTH PLATTE
 KK0725'RIVER, 34 FEET NORTH OF THE CENTER LINE OF THE OLD RAILROAD GRADE,
 KK0725'18 FEET NORTHEAST OF THE MOST NORTHEASTERLY ONE OF 5 PINE TREES,
 KK0725'SET IN THE TOP OF A GRANITE OUTCROP.
 KK0725
 KK0725                          STATION RECOVERY (1955)
 KK0725
 KK0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE7679 ***********************************************************************
 AE7679  DESIGNATION -  E 307 RESET
 AE7679  PID         -  AE7679
 AE7679  STATE/COUNTY-  CO/JEFFERSON
 AE7679  USGS QUAD   -  PINE (1994)
 AE7679
 AE7679                         *CURRENT SURVEY CONTROL
 AE7679  ___________________________________________________________________
 AE7679* NAD 83(1986)-  39 23 33.     (N)    105 16 47.     (W)     SCALED    
 AE7679* NAVD 88     -      2021.11   (meters)    6630.9    (feet)  RESET     
 AE7679  ___________________________________________________________________
 AE7679  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 AE7679
 AE7679  VERT ORDER  -  THIRD
 AE7679
 AE7679.The horizontal coordinates were scaled from a topographic map and have
 AE7679.an estimated accuracy of +/- 6 seconds.
 AE7679
 AE7679.The orthometric height was computed from unverified reset data.
 AE7679
 AE7679.The geoid height was determined by GEOID03.
 AE7679
 AE7679;                    North         East    Units  Estimated Accuracy
 AE7679;SPC CO C     -   477,900.      933,380.      MT  (+/- 180 meters Scaled)
 AE7679
 AE7679                          SUPERSEDED SURVEY CONTROL
 AE7679
 AE7679.No superseded survey control is available for this station.
 AE7679
 AE7679_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD759603(NAD 83)
 AE7679_MARKER: DV = VERTICAL CONTROL DISK
 AE7679_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE7679_SP_SET: BRIDGE RAIL
 AE7679_STAMPING: E 307 RESET 1997
 AE7679_MARK LOGO: NGS   
 AE7679_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE7679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE7679
 AE7679  HISTORY     - Date     Condition        Report By
 AE7679  HISTORY     - 1997     MONUMENTED       CO-059
 AE7679
 AE7679                          STATION DESCRIPTION
 AE7679
 AE7679'DESCRIBED BY JEFFERSON COUNTY COLORADO 1997 (SC)
 AE7679'AT BUFFALO CREEK, 0.15 MI (0.24 KM) SOUTH FROM THE POST OFFICE (J. W.
 AE7679'GREEN MERCANTILE BUILDING) , 280 FEET (85.3 M) SOUTHEAST FROM THE
 AE7679'CENTERLINE OF A GRAVELED ROAD, 23 FT (7.0 M) SOUTHERLY OF THE
 AE7679'CENTERLINE OF COUNTY HIGHWAY 126.  THE MARK IS A STANDARD DISK SET
 AE7679'INTO THE TOP OF THE BRIDGE RAIL AT THE SOUTHEASTERLY CORNER OF THE
 AE7679'CONCRETE BRIDGE OVER THE NORTH FORK OF THE SOUTH PLATTE RIVER.  IT IS
 AE7679'2.2 FT (0.7 M) WEST FROM THE SOUTHEAST CORNER OF THE BRIDGE, 12.1 FT
 AE7679'(3.7 M) NORTHWEST FROM THE END OF THE SOUTHEAST WINGWALL, 97.7 FT
 AE7679'(29.8 M) EAST FROM THE SOUTHWESTERN END OF THE BRIDGE AND 50.5 M
 AE7679'(165.7 FT) SOUTHWEST FROM THE NORTHEAST END OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0386 ***********************************************************************
 LL0386  DESIGNATION -  E 308
 LL0386  PID         -  LL0386
 LL0386  STATE/COUNTY-  CO/LARIMER
 LL0386  USGS QUAD   -  CARR WEST (1975)
 LL0386
 LL0386                         *CURRENT SURVEY CONTROL
 LL0386  ___________________________________________________________________
 LL0386* NAD 83(1986)-  40 54 49.     (N)    104 57 42.     (W)     SCALED    
 LL0386* NAVD 88     -      1794.672  (meters)    5888.02   (feet)  ADJUSTED  
 LL0386  ___________________________________________________________________
 LL0386  GEOID HEIGHT-         -15.82  (meters)                     GEOID03
 LL0386  DYNAMIC HT  -        1793.114 (meters)    5882.91  (feet)  COMP
 LL0386  MODELED GRAV-     979,692.5   (mgal)                       NAVD 88
 LL0386
 LL0386  VERT ORDER  -  SECOND    CLASS 0
 LL0386
 LL0386.The horizontal coordinates were scaled from a topographic map and have
 LL0386.an estimated accuracy of +/- 6 seconds.
 LL0386
 LL0386.The orthometric height was determined by differential leveling
 LL0386.and adjusted by the National Geodetic Survey in June 1991..
 LL0386
 LL0386.The geoid height was determined by GEOID03.
 LL0386
 LL0386.The dynamic height is computed by dividing the NAVD 88
 LL0386.geopotential number by the normal gravity value computed on the
 LL0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0386.degrees latitude (g = 980.6199 gals.).
 LL0386
 LL0386.The modeled gravity was interpolated from observed gravity values.
 LL0386
 LL0386;                    North         East    Units  Estimated Accuracy
 LL0386;SPC CO N     -   480,410.      959,750.      MT  (+/- 180 meters Scaled)
 LL0386
 LL0386                          SUPERSEDED SURVEY CONTROL
 LL0386
 LL0386  NGVD 29 (??/??/92) 1793.659  (m)         5884.70   (f) ADJ UNCH    2 0
 LL0386
 LL0386.Superseded values are not recommended for survey control.
 LL0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0386.See file dsdata.txt to determine how the superseded data were derived.
 LL0386
 LL0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF032291(NAD 83)
 LL0386_MARKER: DB = BENCH MARK DISK
 LL0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0386_STAMPING: E 308 1952
 LL0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0386+STABILITY: SURFACE MOTION
 LL0386
 LL0386  HISTORY     - Date     Condition        Report By
 LL0386  HISTORY     - 1952     MONUMENTED       CGS
 LL0386
 LL0386                          STATION DESCRIPTION
 LL0386
 LL0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0386'5.3 MI NW FROM CARR.
 LL0386'2.2 MILES WEST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 LL0386'RAILROAD STATION AT CARR, THENCE 0.5 MILE NORTH ALONG A GRAVELED
 LL0386'ROAD, THENCE 0.75 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.85
 LL0386'MILE NORTHWEST ALONG A GRAVELED ROAD, THENCE 1.0 MILE WEST ALONG
 LL0386'A GRAVELED ROAD, 0.65 MILE WEST OF U.S. HIGHWAY 287, 0.25 MILE EAST
 LL0386'OF THE COLORADO AND SOUTHERN RAILROAD, 60 FEET SOUTH OF THE CENTER
 LL0386'LINE OF A GRAVELED ROAD, 63 FEET EAST OF A FENCE CORNER, 3.2 FEET
 LL0386'NORTH OF A FENCE, 1.8 FEET WEST OF A WITNESS POST, SET IN THE
 LL0386'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0358 ***********************************************************************
 LL0358  DESIGNATION -  E 309
 LL0358  PID         -  LL0358
 LL0358  STATE/COUNTY-  CO/WELD
 LL0358  USGS QUAD   -  CHALK BLUFFS SW (1972)
 LL0358
 LL0358                         *CURRENT SURVEY CONTROL
 LL0358  ___________________________________________________________________
 LL0358* NAD 83(1986)-  40 52 12.     (N)    104 44 23.     (W)     SCALED    
 LL0358* NAVD 88     -      1685.694  (meters)    5530.48   (feet)  ADJUSTED  
 LL0358  ___________________________________________________________________
 LL0358  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 LL0358  DYNAMIC HT  -        1684.255 (meters)    5525.76  (feet)  COMP
 LL0358  MODELED GRAV-     979,711.6   (mgal)                       NAVD 88
 LL0358
 LL0358  VERT ORDER  -  SECOND    CLASS 0
 LL0358
 LL0358.The horizontal coordinates were scaled from a topographic map and have
 LL0358.an estimated accuracy of +/- 6 seconds.
 LL0358
 LL0358.The orthometric height was determined by differential leveling
 LL0358.and adjusted by the National Geodetic Survey in June 1991..
 LL0358
 LL0358.The geoid height was determined by GEOID03.
 LL0358
 LL0358.The dynamic height is computed by dividing the NAVD 88
 LL0358.geopotential number by the normal gravity value computed on the
 LL0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0358.degrees latitude (g = 980.6199 gals.).
 LL0358
 LL0358.The modeled gravity was interpolated from observed gravity values.
 LL0358
 LL0358;                    North         East    Units  Estimated Accuracy
 LL0358;SPC CO N     -   475,700.      978,490.      MT  (+/- 180 meters Scaled)
 LL0358
 LL0358                          SUPERSEDED SURVEY CONTROL
 LL0358
 LL0358  NGVD 29 (??/??/92) 1684.732  (m)         5527.32   (f) ADJ UNCH    2 0
 LL0358
 LL0358.Superseded values are not recommended for survey control.
 LL0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0358.See file dsdata.txt to determine how the superseded data were derived.
 LL0358
 LL0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF219243(NAD 83)
 LL0358_MARKER: DB = BENCH MARK DISK
 LL0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0358_STAMPING: E 309 1952
 LL0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0358+STABILITY: SURFACE MOTION
 LL0358
 LL0358  HISTORY     - Date     Condition        Report By
 LL0358  HISTORY     - 1952     MONUMENTED       CGS
 LL0358
 LL0358                          STATION DESCRIPTION
 LL0358
 LL0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0358'9.2 MI SE FROM CARR.
 LL0358'4.25 MILES EAST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 LL0358'RAILROAD STATION AT CARR, THENCE 2.0 MILES SOUTH ALONG U.S.
 LL0358'HIGHWAY 85, THENCE 2.95 MILES EAST ALONG A GRAVELED ROAD, 32
 LL0358'FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD, 44 FEET EAST
 LL0358'OF THE EXTENDED CENTER LINE OF A PRIVATE DRIVEWAY LEADING TO A
 LL0358'FARMHOUSE, 3.2 FEET SOUTH OF A FENCE, 3.1 FEET EAST OF A WITNESS
 LL0358'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT
 LL0358'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0178 ***********************************************************************
 HL0178  DESIGNATION -  E 31
 HL0178  PID         -  HL0178
 HL0178  STATE/COUNTY-  CO/ARCHULETA
 HL0178  USGS QUAD   -  ALLISON (1975)
 HL0178
 HL0178                         *CURRENT SURVEY CONTROL
 HL0178  ___________________________________________________________________
 HL0178* NAD 83(1986)-  37 00 55.     (N)    107 23 31.     (W)     SCALED    
 HL0178* NAVD 88     -      1831.645  (meters)    6009.32   (feet)  ADJUSTED  
 HL0178  ___________________________________________________________________
 HL0178  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 HL0178  DYNAMIC HT  -        1829.284 (meters)    6001.58  (feet)  COMP
 HL0178  MODELED GRAV-     979,278.1   (mgal)                       NAVD 88
 HL0178
 HL0178  VERT ORDER  -  FIRST     CLASS II
 HL0178
 HL0178.The horizontal coordinates were scaled from a topographic map and have
 HL0178.an estimated accuracy of +/- 6 seconds.
 HL0178
 HL0178.The orthometric height was determined by differential leveling
 HL0178.and adjusted by the National Geodetic Survey in June 1991..
 HL0178
 HL0178.The geoid height was determined by GEOID03.
 HL0178
 HL0178.The dynamic height is computed by dividing the NAVD 88
 HL0178.geopotential number by the normal gravity value computed on the
 HL0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0178.degrees latitude (g = 980.6199 gals.).
 HL0178
 HL0178.The modeled gravity was interpolated from observed gravity values.
 HL0178
 HL0178;                    North         East    Units  Estimated Accuracy
 HL0178;SPC CO S     -   345,200.      746,030.      MT  (+/- 180 meters Scaled)
 HL0178
 HL0178                          SUPERSEDED SURVEY CONTROL
 HL0178
 HL0178  NGVD 29 (??/??/92) 1830.428  (m)         6005.33   (f) ADJ UNCH    1 2
 HL0178
 HL0178.Superseded values are not recommended for survey control.
 HL0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0178.See file dsdata.txt to determine how the superseded data were derived.
 HL0178
 HL0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA872992(NAD 83)
 HL0178_MARKER: DB = BENCH MARK DISK
 HL0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0178_STAMPING: E 31 1934
 HL0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0178+STABILITY: SURFACE MOTION
 HL0178
 HL0178  HISTORY     - Date     Condition        Report By
 HL0178  HISTORY     - 1934     MONUMENTED       CGS
 HL0178  HISTORY     - 1952     POOR             USGS
 HL0178
 HL0178                          STATION DESCRIPTION
 HL0178
 HL0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0178'IN ARBOLES.
 HL0178'ON R.O.W. OF THE D.R.G. AND W. RAILROAD.  25.0 EAST OF THE CENTER LINE
 HL0178'OF TRACK.  120.0 FT EAST OF THE N. EAST CORNER OF THE OF THE CONCRETE
 HL0178'BUILDING OF THE ARBOLES GENERAL MERCANTILE CO.  22.0 FT NORTH OF THE
 HL0178'ARBOLES SECTION HOUSE.
 HL0178
 HL0178                          STATION RECOVERY (1952)
 HL0178
 HL0178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 HL0178'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0603 ***********************************************************************
 LL0603  DESIGNATION -  E 31
 LL0603  PID         -  LL0603
 LL0603  STATE/COUNTY-  CO/BOULDER
 LL0603  USGS QUAD   -  CARTER LAKE RESERVOIR (1971)
 LL0603
 LL0603                         *CURRENT SURVEY CONTROL
 LL0603  ___________________________________________________________________
 LL0603* NAD 83(1986)-  40 15 08.     (N)    105 12 35.     (W)     SCALED    
 LL0603* NAVD 88     -      1667.731  (meters)    5471.55   (feet)  ADJUSTED  
 LL0603  ___________________________________________________________________
 LL0603  GEOID HEIGHT-         -15.79  (meters)                     GEOID03
 LL0603  DYNAMIC HT  -        1666.194 (meters)    5466.50  (feet)  COMP
 LL0603  MODELED GRAV-     979,645.6   (mgal)                       NAVD 88
 LL0603
 LL0603  VERT ORDER  -  SECOND    CLASS 0
 LL0603
 LL0603.The horizontal coordinates were scaled from a topographic map and have
 LL0603.an estimated accuracy of +/- 6 seconds.
 LL0603
 LL0603.The orthometric height was determined by differential leveling
 LL0603.and adjusted by the National Geodetic Survey in June 1991..
 LL0603
 LL0603.The geoid height was determined by GEOID03.
 LL0603
 LL0603.The dynamic height is computed by dividing the NAVD 88
 LL0603.geopotential number by the normal gravity value computed on the
 LL0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0603.degrees latitude (g = 980.6199 gals.).
 LL0603
 LL0603.The modeled gravity was interpolated from observed gravity values.
 LL0603
 LL0603;                    North         East    Units  Estimated Accuracy
 LL0603;SPC CO N     -   406,870.      939,100.      MT  (+/- 180 meters Scaled)
 LL0603
 LL0603                          SUPERSEDED SURVEY CONTROL
 LL0603
 LL0603  NGVD 29 (??/??/92) 1666.687  (m)         5468.12   (f) ADJ UNCH    2 0
 LL0603
 LL0603.Superseded values are not recommended for survey control.
 LL0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0603.See file dsdata.txt to determine how the superseded data were derived.
 LL0603
 LL0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE821557(NAD 83)
 LL0603_MARKER: DD = SURVEY DISK
 LL0603_SETTING: 66 = SET IN ROCK OUTCROP
 LL0603_SP_SET: SANDSTONE LEDGE
 LL0603_STAMPING: E 31 1940 5466.275
 LL0603_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL0603+STABILITY: POSITION/ELEVATION WELL
 LL0603
 LL0603  HISTORY     - Date     Condition        Report By
 LL0603  HISTORY     - 1940     MONUMENTED       BOR
 LL0603  HISTORY     - 1959     MARK NOT FOUND   NGS
 LL0603
 LL0603                          STATION DESCRIPTION
 LL0603
 LL0603'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LL0603'6.9 MI NE FROM LYONS.
 LL0603'2.5 MILES EAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE AT LYONS,
 LL0603'BOULDER COUNTY, THENCE 0.8 MILE NORTH ALONG A COUNTY ROAD FROM A
 LL0603'RED SANDSTONE SCHOOLHOUSE (DISTRICT NUMBER 8), THENCE 0.2 MILE EAST
 LL0603'ALONG A COUNTY ROAD, THENCE 1.8 MILES NORTH ALONG A COUNTY ROAD,
 LL0603'THENCE 0.8 MILE NORTHEAST ALONG A FIELD ROAD THROUGH A GATE IN THE
 LL0603'EAST RIGHT-OF-WAY FENCE PAST A RANCH HOUSE AND UP A STEEP DRAW TO
 LL0603'THE TOP OF THE SADDLE NORTHWEST OF RABBIT MOUNTAIN, THENCE 0.4 MILE
 LL0603'EAST ALONG AN EAST-AND-WEST FENCE, 0.5 MILE SOUTHWEST OF EDMONDS
 LL0603'RANCH HOUSE AT THE MOUTH OF LITTLE THOMPSON RIVER, 350 FEET NORTH
 LL0603'OF AN EAST-AND-WEST FENCE, 20 FEET EAST OF A SCRUB CEDAR TREE, ON
 LL0603'THE SOUTH EDGE OF A DEEP DRAW, 6 FEET SOUTH OF THE SOUTH RIM OF THE
 LL0603'DRAW, 4 FEET NORTH OF A LARGE ROCK CAIRN, AND IN THE TOP OF A
 LL0603'SANDSTONE ROCK LEDGE.  A UNITED STATES BUREAU OF RECLAMATION STANDARD
 LL0603'DISK, STAMPED E 31 1940 5466.275.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0060 ***********************************************************************
 LL0060  DESIGNATION -  E 310
 LL0060  PID         -  LL0060
 LL0060  STATE/COUNTY-  CO/WELD
 LL0060  USGS QUAD   -  RENO RESERVOIR (1972)
 LL0060
 LL0060                         *CURRENT SURVEY CONTROL
 LL0060  ___________________________________________________________________
 LL0060* NAD 83(1986)-  40 51 25.     (N)    104 29 18.     (W)     SCALED    
 LL0060* NAVD 88     -      1613.001  (meters)    5291.99   (feet)  ADJUSTED  
 LL0060  ___________________________________________________________________
 LL0060  GEOID HEIGHT-         -17.72  (meters)                     GEOID03
 LL0060  DYNAMIC HT  -        1611.659 (meters)    5287.58  (feet)  COMP
 LL0060  MODELED GRAV-     979,736.0   (mgal)                       NAVD 88
 LL0060
 LL0060  VERT ORDER  -  SECOND    CLASS 0
 LL0060
 LL0060.The horizontal coordinates were scaled from a topographic map and have
 LL0060.an estimated accuracy of +/- 6 seconds.
 LL0060
 LL0060.The orthometric height was determined by differential leveling
 LL0060.and adjusted by the National Geodetic Survey in June 1991..
 LL0060
 LL0060.The geoid height was determined by GEOID03.
 LL0060
 LL0060.The dynamic height is computed by dividing the NAVD 88
 LL0060.geopotential number by the normal gravity value computed on the
 LL0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0060.degrees latitude (g = 980.6199 gals.).
 LL0060
 LL0060.The modeled gravity was interpolated from observed gravity values.
 LL0060
 LL0060;                    North         East    Units  Estimated Accuracy
 LL0060;SPC CO N     -   474,460.      999,700.      MT  (+/- 180 meters Scaled)
 LL0060
 LL0060                          SUPERSEDED SURVEY CONTROL
 LL0060
 LL0060  NGVD 29 (??/??/92) 1612.104  (m)         5289.04   (f) ADJ UNCH    2 0
 LL0060
 LL0060.Superseded values are not recommended for survey control.
 LL0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0060.See file dsdata.txt to determine how the superseded data were derived.
 LL0060
 LL0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF431230(NAD 83)
 LL0060_MARKER: DB = BENCH MARK DISK
 LL0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0060_STAMPING: E 310 1952
 LL0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0060+STABILITY: SURFACE MOTION
 LL0060
 LL0060  HISTORY     - Date     Condition        Report By
 LL0060  HISTORY     - 1952     MONUMENTED       CGS
 LL0060
 LL0060                          STATION DESCRIPTION
 LL0060
 LL0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0060'15.2 MI SW FROM GROVER.
 LL0060'0.3 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LL0060'RAILROAD FROM THE STATION AT GROVER, THENCE 5.9 MILES WEST
 LL0060'ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED
 LL0060'ROAD, THENCE 4.95 MILES WEST ALONG A GRAVELED ROAD, THENCE 3.1
 LL0060'MILES WEST ALONG A DIRT ROAD, 0.3 MILE WEST OF A WINDMILL, 60
 LL0060'FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST DIRT ROAD,
 LL0060'3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 LL0060'POST WHICH PROJECTS 0.2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0347 ***********************************************************************
 LK0347  DESIGNATION -  E 312
 LK0347  PID         -  LK0347
 LK0347  STATE/COUNTY-  CO/MORGAN
 LK0347  USGS QUAD   -  BUCKINGHAM (1978)
 LK0347
 LK0347                         *CURRENT SURVEY CONTROL
 LK0347  ___________________________________________________________________
 LK0347* NAD 83(1986)-  40 30 37.     (N)    103 58 29.     (W)     SCALED    
 LK0347* NAVD 88     -      1443.431  (meters)    4735.66   (feet)  POSTED    
 LK0347  ___________________________________________________________________
 LK0347  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 LK0347  DYNAMIC HT  -        1442.250 (meters)    4731.78  (feet)  COMP
 LK0347  MODELED GRAV-     979,759.6   (mgal)                       NAVD 88
 LK0347
 LK0347  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LK0347
 LK0347.The horizontal coordinates were scaled from a topographic map and have
 LK0347.an estimated accuracy of +/- 6 seconds.
 LK0347
 LK0347.The orthometric height was determined by differential leveling
 LK0347.and adjusted by the National Geodetic Survey in 1992..
 LK0347.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LK0347.rate of 2.1 thru 3.0 mm/km.
 LK0347
 LK0347.The geoid height was determined by GEOID03.
 LK0347
 LK0347.The dynamic height is computed by dividing the NAVD 88
 LK0347.geopotential number by the normal gravity value computed on the
 LK0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0347.degrees latitude (g = 980.6199 gals.).
 LK0347
 LK0347.The modeled gravity was interpolated from observed gravity values.
 LK0347
 LK0347;                    North         East    Units  Estimated Accuracy
 LK0347;SPC CO N     -   436,590.    1,043,670.      MT  (+/- 180 meters Scaled)
 LK0347
 LK0347                          SUPERSEDED SURVEY CONTROL
 LK0347
 LK0347  NGVD 29 (??/??/92) 1442.688  (m)         4733.22   (f) ADJ UNCH    2 0
 LK0347
 LK0347.Superseded values are not recommended for survey control.
 LK0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0347.See file dsdata.txt to determine how the superseded data were derived.
 LK0347
 LK0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE868849(NAD 83)
 LK0347_MARKER: DB = BENCH MARK DISK
 LK0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0347_STAMPING: E 312 1952
 LK0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0347+STABILITY: SURFACE MOTION
 LK0347
 LK0347  HISTORY     - Date     Condition        Report By
 LK0347  HISTORY     - 1952     MONUMENTED       CGS
 LK0347  HISTORY     - 1974     GOOD             USGS
 LK0347
 LK0347                          STATION DESCRIPTION
 LK0347
 LK0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LK0347'13 MI NE FROM WELDONA.
 LK0347'0.3 MILE NORTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC RAILROAD
 LK0347'STATION AT WELDONA, THENCE 0.4 MILE EAST ALONG A GRADED DIRT ROAD,
 LK0347'THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE EAST
 LK0347'ALONG A GRAVELED ROAD, THENCE 10.45 MILES NORTH ALONG A GRADED DIRT
 LK0347'ROAD, THENCE 1.0 MILE WEST ALONG A GRADED DIRT ROAD, THENCE 0.05
 LK0347'MILE NORTH ALONG A GRADED DIRT ROAD, 73 FEET SOUTHWEST OF THE
 LK0347'SOUTHWEST CORNER OF A VACANT FARMHOUSE, 37.2 FEET SOUTH OF A POWER
 LK0347'POLE, 30 FEET EAST OF THE CENTER LINE OF THE ROAD, 9 FEET SOUTHEAST
 LK0347'OF A FENCE CORNER, 2.4 FEET SOUTHWEST OF A WITNESS POST, SET IN
 LK0347'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 LK0347
 LK0347                          STATION RECOVERY (1974)
 LK0347
 LK0347'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LK0347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0540 ***********************************************************************
 KK0540  DESIGNATION -  E 314
 KK0540  PID         -  KK0540
 KK0540  STATE/COUNTY-  CO/ADAMS
 KK0540  USGS QUAD   -  COMMERCE CITY (1994)
 KK0540
 KK0540                         *CURRENT SURVEY CONTROL
 KK0540  ___________________________________________________________________
 KK0540* NAD 83(1986)-  39 48 49.     (N)    104 55 53.     (W)     SCALED    
 KK0540* NAVD 88     -      1571.706  (meters)    5156.51   (feet)  POSTED    
 KK0540  ___________________________________________________________________
 KK0540  GEOID HEIGHT-         -17.39  (meters)                     GEOID03
 KK0540  DYNAMIC HT  -        1570.240 (meters)    5151.70  (feet)  COMP
 KK0540  MODELED GRAV-     979,635.4   (mgal)                       NAVD 88
 KK0540
 KK0540  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0540
 KK0540.The horizontal coordinates were scaled from a topographic map and have
 KK0540.an estimated accuracy of +/- 6 seconds.
 KK0540
 KK0540.The orthometric height was determined by differential leveling
 KK0540.and adjusted by the National Geodetic Survey in 1992..
 KK0540.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0540.rate of 0.0 thru 1.0 mm/km.
 KK0540
 KK0540.The geoid height was determined by GEOID03.
 KK0540
 KK0540.The dynamic height is computed by dividing the NAVD 88
 KK0540.geopotential number by the normal gravity value computed on the
 KK0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0540.degrees latitude (g = 980.6199 gals.).
 KK0540
 KK0540.The modeled gravity was interpolated from observed gravity values.
 KK0540
 KK0540;                    North         East    Units  Estimated Accuracy
 KK0540;SPC CO N     -   358,280.      963,090.      MT  (+/- 180 meters Scaled)
 KK0540
 KK0540                          SUPERSEDED SURVEY CONTROL
 KK0540
 KK0540  NGVD 29 (??/??/92) 1570.804  (m)         5153.55   (f) ADJ UNCH    1 2
 KK0540
 KK0540.Superseded values are not recommended for survey control.
 KK0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0540.See file dsdata.txt to determine how the superseded data were derived.
 KK0540
 KK0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE058070(NAD 83)
 KK0540_MARKER: DB = BENCH MARK DISK
 KK0540_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0540_SP_SET: OVERPASS
 KK0540_STAMPING: E 314 1956
 KK0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0540
 KK0540  HISTORY     - Date     Condition        Report By
 KK0540  HISTORY     - 1956     MONUMENTED       CGS
 KK0540
 KK0540                          STATION DESCRIPTION
 KK0540
 KK0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KK0540'5.6 MI NE FROM DENVER.
 KK0540'4.85 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KK0540'UNION STATION AT DENVER, THENCE 0.8 MILE NORTHEAST ALONG THE
 KK0540'CHICAGO, BURLINGTON AND QUINCY RAILROAD, AT OVERPASS 536.58 OVER
 KK0540'U.S. HIGHWAY 85, 11.6 FEET NORTHWEST OF THE NORTHWEST RAIL, 1.0
 KK0540'FOOT BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE NORTH
 KK0540'CONCRETE RETAINING WALL OF THE OVERPASS, IN SECTION 6, TOWNSHIP 3
 KK0540'SOUTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0005 ***********************************************************************
 LM0005  DESIGNATION -  E 316
 LM0005  PID         -  LM0005
 LM0005  STATE/COUNTY-  CO/JACKSON
 LM0005  USGS QUAD   -  KINGS CANYON (1950)
 LM0005
 LM0005                         *CURRENT SURVEY CONTROL
 LM0005  ___________________________________________________________________
 LM0005* NAD 83(1986)-  40 59 09.     (N)    106 13 04.     (W)     SCALED    
 LM0005* NAVD 88     -      2650.159  (meters)    8694.73   (feet)  ADJUSTED  
 LM0005  ___________________________________________________________________
 LM0005  GEOID HEIGHT-         -11.01  (meters)                     GEOID03
 LM0005  DYNAMIC HT  -        2647.460 (meters)    8685.88  (feet)  COMP
 LM0005  MODELED GRAV-     979,509.1   (mgal)                       NAVD 88
 LM0005
 LM0005  VERT ORDER  -  FIRST     CLASS II
 LM0005
 LM0005.The horizontal coordinates were scaled from a topographic map and have
 LM0005.an estimated accuracy of +/- 6 seconds.
 LM0005
 LM0005.The orthometric height was determined by differential leveling
 LM0005.and adjusted by the National Geodetic Survey in June 1991..
 LM0005
 LM0005.The geoid height was determined by GEOID03.
 LM0005
 LM0005.The dynamic height is computed by dividing the NAVD 88
 LM0005.geopotential number by the normal gravity value computed on the
 LM0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0005.degrees latitude (g = 980.6199 gals.).
 LM0005
 LM0005.The modeled gravity was interpolated from observed gravity values.
 LM0005
 LM0005;                    North         East    Units  Estimated Accuracy
 LM0005;SPC CO N     -   488,530.      854,000.      MT  (+/- 180 meters Scaled)
 LM0005
 LM0005                          SUPERSEDED SURVEY CONTROL
 LM0005
 LM0005  NGVD 29 (??/??/92) 2648.794  (m)         8690.25   (f) ADJ UNCH    1 2
 LM0005
 LM0005.Superseded values are not recommended for survey control.
 LM0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0005.See file dsdata.txt to determine how the superseded data were derived.
 LM0005
 LM0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF975378(NAD 83)
 LM0005_MARKER: DB = BENCH MARK DISK
 LM0005_SETTING: 66 = SET IN ROCK OUTCROP
 LM0005_SP_SET: GRANITE OUTCROP
 LM0005_STAMPING: E 316 1956
 LM0005_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LM0005+STABILITY: POSITION/ELEVATION WELL
 LM0005
 LM0005  HISTORY     - Date     Condition        Report By
 LM0005  HISTORY     - 1956     MONUMENTED       CGS
 LM0005
 LM0005                          STATION DESCRIPTION
 LM0005
 LM0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 LM0005'4.8 MI N FROM KINGS CANYON.
 LM0005'4.8 MILES NORTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 LM0005'RAILROAD FROM THE STATION SIGN AT KINGS CANYON, 71 FEET NORTHEAST OF
 LM0005'THE 1ST POLE SOUTH OF MILEPOST 69, 7.5 FEET NORTH OF THE NORTH RAIL,
 LM0005'AT THE SOUTH END OF A CUT, 2.5 FEET ABOVE THE TOP OF THE RAILS, AT THE
 LM0005'NORTH END OF A FILL, SET IN THE TOP OF A GRANITE OUTCROP, IN SECTION
 LM0005'26, TOWNSHIP 12 NORTH, RANGE 79 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0078 ***********************************************************************
 HL0078  DESIGNATION -  E 32
 HL0078  PID         -  HL0078
 HL0078  STATE/COUNTY-  CO/CONEJOS
 HL0078  USGS QUAD   -  ANTONITO (1967)
 HL0078
 HL0078                         *CURRENT SURVEY CONTROL
 HL0078  ___________________________________________________________________
 HL0078* NAD 83(1986)-  37 04 25.     (N)    106 00 27.     (W)     SCALED    
 HL0078* NAVD 88     -      2405.254  (meters)    7891.24   (feet)  ADJUSTED  
 HL0078  ___________________________________________________________________
 HL0078  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 HL0078  DYNAMIC HT  -        2402.032 (meters)    7880.67  (feet)  COMP
 HL0078  MODELED GRAV-     979,204.5   (mgal)                       NAVD 88
 HL0078
 HL0078  VERT ORDER  -  FIRST     CLASS II
 HL0078
 HL0078.The horizontal coordinates were scaled from a topographic map and have
 HL0078.an estimated accuracy of +/- 6 seconds.
 HL0078
 HL0078.The orthometric height was determined by differential leveling
 HL0078.and adjusted by the National Geodetic Survey in June 1991..
 HL0078
 HL0078.The geoid height was determined by GEOID03.
 HL0078
 HL0078.The dynamic height is computed by dividing the NAVD 88
 HL0078.geopotential number by the normal gravity value computed on the
 HL0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0078.degrees latitude (g = 980.6199 gals.).
 HL0078
 HL0078.The modeled gravity was interpolated from observed gravity values.
 HL0078
 HL0078;                    North         East    Units  Estimated Accuracy
 HL0078;SPC CO S     -   350,090.      869,270.      MT  (+/- 180 meters Scaled)
 HL0078
 HL0078                          SUPERSEDED SURVEY CONTROL
 HL0078
 HL0078  NGVD 29 (??/??/92) 2404.010  (m)         7887.16   (f) ADJ UNCH    1 2
 HL0078
 HL0078.Superseded values are not recommended for survey control.
 HL0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0078.See file dsdata.txt to determine how the superseded data were derived.
 HL0078
 HL0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB104035(NAD 83)
 HL0078_MARKER: DB = BENCH MARK DISK
 HL0078_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 HL0078_STAMPING: 7887.156 E 32 1933
 HL0078_MARK LOGO: CGS   
 HL0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0078+STABILITY: SURFACE MOTION
 HL0078_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 HL0078+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1999
 HL0078
 HL0078  HISTORY     - Date     Condition        Report By
 HL0078  HISTORY     - 1933     MONUMENTED       CGS
 HL0078  HISTORY     - 1984     GOOD             NGS
 HL0078  HISTORY     - 19990331 GOOD             NGS
 HL0078
 HL0078                          STATION DESCRIPTION
 HL0078
 HL0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HL0078'IN ANTONITO.
 HL0078'AT ANTONITO, CONEJOS COUNTY, AT THE WEST SIDE OF THE DENVER AND RIO
 HL0078'GRANDE WESTERN RAILROAD STATION, AT THE SOUTH SIDE OF THE OBSERVATION
 HL0078'WINDOW, IN THE STONE PILLAR, AND ABOUT 4-1/2 FEET HIGHER THAN THE
 HL0078'GROUND.  A STANDARD DISK, STAMPED 7887.156 E 32 1933 AND SET
 HL0078'VERTICALLY.
 HL0078
 HL0078                          STATION RECOVERY (1984)
 HL0078
 HL0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HL0078'RECOVERED IN GOOD CONDITION.  ADD=11.2 M (36.7 FT) NORTH OF THE
 HL0078'SOUTHWEST CORNER OF THE STATION.
 HL0078
 HL0078                          STATION RECOVERY (1999)
 HL0078
 HL0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 HL0078'BUILDING IS ABANDONED AND BOARDED UP.  IT IS AT JUNCTION OF RAIL LINES
 HL0078'AND AT EXTENSION OF 3RD AVE.  THIS DEPOT IS NOT THE NEW ONE OF THE
 HL0078'CUMBRES AND TOLTEC SCENIC RR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0604 ***********************************************************************
 LL0604  DESIGNATION -  E 32
 LL0604  PID         -  LL0604
 LL0604  STATE/COUNTY-  CO/BOULDER
 LL0604  USGS QUAD   -  HYGIENE (1979)
 LL0604
 LL0604                         *CURRENT SURVEY CONTROL
 LL0604  ___________________________________________________________________
 LL0604* NAD 83(1986)-  40 14 57.     (N)    105 13 02.     (W)     SCALED    
 LL0604* NAVD 88     -      1737.858  (meters)    5701.62   (feet)  ADJUSTED  
 LL0604  ___________________________________________________________________
 LL0604  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 LL0604  DYNAMIC HT  -        1736.261 (meters)    5696.38  (feet)  COMP
 LL0604  MODELED GRAV-     979,645.3   (mgal)                       NAVD 88
 LL0604
 LL0604  VERT ORDER  -  SECOND    CLASS 0
 LL0604
 LL0604.The horizontal coordinates were scaled from a topographic map and have
 LL0604.an estimated accuracy of +/- 6 seconds.
 LL0604
 LL0604.The orthometric height was determined by differential leveling
 LL0604.and adjusted by the National Geodetic Survey in June 1991..
 LL0604
 LL0604.The geoid height was determined by GEOID03.
 LL0604
 LL0604.The dynamic height is computed by dividing the NAVD 88
 LL0604.geopotential number by the normal gravity value computed on the
 LL0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0604.degrees latitude (g = 980.6199 gals.).
 LL0604
 LL0604.The modeled gravity was interpolated from observed gravity values.
 LL0604
 LL0604;                    North         East    Units  Estimated Accuracy
 LL0604;SPC CO N     -   406,520.      938,460.      MT  (+/- 180 meters Scaled)
 LL0604
 LL0604                          SUPERSEDED SURVEY CONTROL
 LL0604
 LL0604  NGVD 29 (??/??/92) 1736.825  (m)         5698.23   (f) ADJ UNCH    2 0
 LL0604
 LL0604.Superseded values are not recommended for survey control.
 LL0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0604.See file dsdata.txt to determine how the superseded data were derived.
 LL0604
 LL0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE815554(NAD 83)
 LL0604_MARKER: DD = SURVEY DISK
 LL0604_SETTING: 66 = SET IN ROCK OUTCROP
 LL0604_SP_SET: SANDSTONE LEDGE
 LL0604_STAMPING: E 32 1940 5696.386
 LL0604_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL0604+STABILITY: POSITION/ELEVATION WELL
 LL0604
 LL0604  HISTORY     - Date     Condition        Report By
 LL0604  HISTORY     - 1940     MONUMENTED       BOR
 LL0604  HISTORY     - 1940     GOOD             NGS
 LL0604  HISTORY     - 19980916 MARK NOT FOUND   USPSQD
 LL0604  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL0604
 LL0604                          STATION DESCRIPTION
 LL0604
 LL0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LL0604'5.3 MI NE FROM LYONS.
 LL0604'2.5 MILES EAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE AT LYONS,
 LL0604'BOULDER COUNTY, THENCE 0.8 MILE NORTH ALONG A COUNTY ROAD FROM A
 LL0604'RED SANDSTONE SCHOOLHOUSE (DISTRICT NUMBER 8), THENCE 0.2 MILE EAST
 LL0604'ALONG A COUNTY ROAD, THENCE 1.8 MILES NORTH ALONG A COUNTY ROAD,
 LL0604'AND THENCE 0.8 MILE NORTHEAST ALONG A FIELD ROAD THROUGH A GATE IN
 LL0604'THE EAST RIGHT-OF-WAY FENCE PAST A RANCH HOUSE, AT THE TOP OF A
 LL0604'SADDLE NORTHWEST OF RABBIT MOUNTAIN, ON THE SOUTHEAST SIDE OF THE
 LL0604'SADDLE, 75 FEET EAST OF THE ROAD, AT THE BASE OF A LARGE ROCK CAIRN,
 LL0604'AND ON THE TOP OF A SANDSTONE ROCK LEDGE.  A UNITED STATES BUREAU
 LL0604'OF RECLAMATION STANDARD DISK, STAMPED E 32 1940 5696.386.
 LL0604
 LL0604                          STATION RECOVERY (1998)
 LL0604
 LL0604'RECOVERY NOTE BY US POWER SQUADRON 1998
 LL0604'MARK NOT FOUND.
 LL0604
 LL0604                          STATION RECOVERY (2001)
 LL0604
 LL0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0604'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0807 ***********************************************************************
 KK0807  DESIGNATION -  E 320
 KK0807  PID         -  KK0807
 KK0807  STATE/COUNTY-  CO/EL PASO
 KK0807  USGS QUAD   -  MOUNT DECEPTION (1984)
 KK0807
 KK0807                         *CURRENT SURVEY CONTROL
 KK0807  ___________________________________________________________________
 KK0807* NAD 83(1986)-  39 03 52.     (N)    105 01 19.     (W)     SCALED    
 KK0807* NAVD 88     -      2854.474  (meters)    9365.05   (feet)  ADJUSTED  
 KK0807  ___________________________________________________________________
 KK0807  GEOID HEIGHT-         -15.10  (meters)                     GEOID03
 KK0807  DYNAMIC HT  -        2851.067 (meters)    9353.88  (feet)  COMP
 KK0807  MODELED GRAV-     979,328.3   (mgal)                       NAVD 88
 KK0807
 KK0807  VERT ORDER  -  SECOND    CLASS 0
 KK0807
 KK0807.The horizontal coordinates were scaled from a topographic map and have
 KK0807.an estimated accuracy of +/- 6 seconds.
 KK0807
 KK0807.The orthometric height was determined by differential leveling
 KK0807.and adjusted by the National Geodetic Survey in June 1991..
 KK0807
 KK0807.The geoid height was determined by GEOID03.
 KK0807
 KK0807.The dynamic height is computed by dividing the NAVD 88
 KK0807.geopotential number by the normal gravity value computed on the
 KK0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0807.degrees latitude (g = 980.6199 gals.).
 KK0807
 KK0807.The modeled gravity was interpolated from observed gravity values.
 KK0807
 KK0807;                    North         East    Units  Estimated Accuracy
 KK0807;SPC CO C     -   441,570.      955,770.      MT  (+/- 180 meters Scaled)
 KK0807
 KK0807                          SUPERSEDED SURVEY CONTROL
 KK0807
 KK0807  NGVD 29 (??/??/92) 2853.154  (m)         9360.72   (f) ADJ UNCH    2 0
 KK0807
 KK0807.Superseded values are not recommended for survey control.
 KK0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0807.See file dsdata.txt to determine how the superseded data were derived.
 KK0807
 KK0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD981239(NAD 83)
 KK0807_MARKER: DB = BENCH MARK DISK
 KK0807_SETTING: 80 = SET IN A BOULDER
 KK0807_STAMPING: E 320 1952
 KK0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0807+STABILITY: SURFACE MOTION
 KK0807
 KK0807  HISTORY     - Date     Condition        Report By
 KK0807  HISTORY     - 1952     MONUMENTED       CGS
 KK0807
 KK0807                          STATION DESCRIPTION
 KK0807
 KK0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0807'14.4 MI SE FROM WEST CREEK.
 KK0807'0.3 MILE SOUTHEAST ALONG A WINDING GRAVELED ROAD FROM THE GRADE
 KK0807'SCHOOL AT WEST CREEK, THENCE 6.0 MILES SOUTHEAST ALONG STATE HIGHWAY
 KK0807'67, THENCE 4.85 MILES EAST ALONG A WINDING MOUNTAIN ROAD, THENCE 3.3
 KK0807'MILES SOUTHEAST ALONG THE RAMPART RANGE ROAD, AT THE MIDDLE OF A FILL,
 KK0807'34 FEET EAST OF THE CENTER LINE OF THE ROAD, 4 FEET SOUTHWEST OF A
 KK0807'12 INCH PINE TREE, 4 FEET BELOW THE LEVEL OF THE ROAD, SET IN THE
 KK0807'TOP OF THE CENTER OF A 4X4 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0525 ***********************************************************************
 LL0525  DESIGNATION -  E 322 RESET
 LL0525  PID         -  LL0525
 LL0525  STATE/COUNTY-  CO/LARIMER
 LL0525  USGS QUAD   -  FORT COLLINS (1984)
 LL0525
 LL0525                         *CURRENT SURVEY CONTROL
 LL0525  ___________________________________________________________________
 LL0525* NAD 83(1986)-  40 32 15.     (N)    105 04 38.     (W)     SCALED    
 LL0525* NAVD 88     -      1534.487  (meters)    5034.40   (feet)  ADJUSTED  
 LL0525  ___________________________________________________________________
 LL0525  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 LL0525  DYNAMIC HT  -        1533.184 (meters)    5030.12  (feet)  COMP
 LL0525  MODELED GRAV-     979,722.0   (mgal)                       NAVD 88
 LL0525
 LL0525  VERT ORDER  -  FIRST     CLASS II
 LL0525
 LL0525.The horizontal coordinates were scaled from a topographic map and have
 LL0525.an estimated accuracy of +/- 6 seconds.
 LL0525
 LL0525.The orthometric height was determined by differential leveling
 LL0525.and adjusted by the National Geodetic Survey in June 1991..
 LL0525
 LL0525.The geoid height was determined by GEOID03.
 LL0525
 LL0525.The dynamic height is computed by dividing the NAVD 88
 LL0525.geopotential number by the normal gravity value computed on the
 LL0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0525.degrees latitude (g = 980.6199 gals.).
 LL0525
 LL0525.The modeled gravity was interpolated from observed gravity values.
 LL0525
 LL0525;                    North         East    Units  Estimated Accuracy
 LL0525;SPC CO N     -   438,590.      950,220.      MT  (+/- 180 meters Scaled)
 LL0525
 LL0525                          SUPERSEDED SURVEY CONTROL
 LL0525
 LL0525  NGVD 29 (??/??/??) 1533.620  (m)         5031.55   (f) ADJUSTED    1 2
 LL0525
 LL0525.Superseded values are not recommended for survey control.
 LL0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0525.See file dsdata.txt to determine how the superseded data were derived.
 LL0525
 LL0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE934874(NAD 83)
 LL0525_MARKER: DB = BENCH MARK DISK
 LL0525_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LL0525_STAMPING: E 322 RESET 1971
 LL0525_MARK LOGO: NGS   
 LL0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0525+STABILITY: SURFACE MOTION
 LL0525
 LL0525  HISTORY     - Date     Condition        Report By
 LL0525  HISTORY     - 1971     MONUMENTED       CODH
 LL0525  HISTORY     - 1984     GOOD             NGS
 LL0525
 LL0525                          STATION DESCRIPTION
 LL0525
 LL0525'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1971
 LL0525'2.4 MI S FROM FORT COLLINS.
 LL0525'2.4 MILES SOUTH ALONG U.S. HIGHWAY 287 FROM THE SOUTH MAIN
 LL0525'STREET ENTRANCE TO COLORADO STATE UNIVERSITY AT FORT COLLINS,
 LL0525'44 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND SET IN THE
 LL0525'TOP OF THE CURB OF BRIDGE B 16 E AND AT THE SOUTHWEST END OF THE
 LL0525'BRIDGE.
 LL0525
 LL0525                          STATION RECOVERY (1984)
 LL0525
 LL0525'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0525'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  5.9 KM
 LL0525'(3.65 MI) SOUTH ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH STATE
 LL0525'HIGHWAY 14 IN FORT COLLINS, IN THE SOUTH END OF THE WEST CONCRETE
 LL0525'HEADWALL OF AN 8- BY 24-FOOT BOX CULVERT, 51.0 METERS (167.3 FT) SOUTH
 LL0525'OF THE CENTERLINE OF THE EAST BOUND LANES OF HORSETOOTH ROAD, AND
 LL0525'5.7 METERS (18.7 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES
 LL0525'OF THE HIGHWAY.
 LL0525'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0963 ***********************************************************************
 LL0963  DESIGNATION -  E 324
 LL0963  PID         -  LL0963
 LL0963  STATE/COUNTY-  CO/LARIMER
 LL0963  USGS QUAD   -  CRAZY MOUNTAIN (1975)
 LL0963
 LL0963                         *CURRENT SURVEY CONTROL
 LL0963  ___________________________________________________________________
 LL0963* NAD 83(1986)-  40 56 47.     (N)    105 58 26.     (W)     SCALED    
 LL0963* NAVD 88     -      2432.444  (meters)    7980.44   (feet)  ADJUSTED  
 LL0963  ___________________________________________________________________
 LL0963  GEOID HEIGHT-         -11.07  (meters)                     GEOID03
 LL0963  DYNAMIC HT  -        2430.053 (meters)    7972.60  (feet)  COMP
 LL0963  MODELED GRAV-     979,553.0   (mgal)                       NAVD 88
 LL0963
 LL0963  VERT ORDER  -  SECOND    CLASS 0
 LL0963
 LL0963.The horizontal coordinates were scaled from a topographic map and have
 LL0963.an estimated accuracy of +/- 6 seconds.
 LL0963
 LL0963.The orthometric height was determined by differential leveling
 LL0963.and adjusted by the National Geodetic Survey in June 1991..
 LL0963
 LL0963.The geoid height was determined by GEOID03.
 LL0963
 LL0963.The dynamic height is computed by dividing the NAVD 88
 LL0963.geopotential number by the normal gravity value computed on the
 LL0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0963.degrees latitude (g = 980.6199 gals.).
 LL0963
 LL0963.The modeled gravity was interpolated from observed gravity values.
 LL0963
 LL0963;                    North         East    Units  Estimated Accuracy
 LL0963;SPC CO N     -   484,020.      874,500.      MT  (+/- 180 meters Scaled)
 LL0963
 LL0963                          SUPERSEDED SURVEY CONTROL
 LL0963
 LL0963  NGVD 29 (??/??/92) 2431.178  (m)         7976.29   (f) ADJ UNCH    2 0
 LL0963
 LL0963.Superseded values are not recommended for survey control.
 LL0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0963.See file dsdata.txt to determine how the superseded data were derived.
 LL0963
 LL0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF180332(NAD 83)
 LL0963_MARKER: DB = BENCH MARK DISK
 LL0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0963_STAMPING: E 324 1951
 LL0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0963+STABILITY: SURFACE MOTION
 LL0963
 LL0963  HISTORY     - Date     Condition        Report By
 LL0963  HISTORY     - 1951     MONUMENTED       CGS
 LL0963
 LL0963                          STATION DESCRIPTION
 LL0963
 LL0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0963'13.2 MI S FROM WOODS LANDING.
 LL0963'13.2 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE LARAMIE
 LL0963'RIVER BRIDGE AT WOODS LANDING, 65 FEET SOUTHWEST OF THE CENTER
 LL0963'LINE OF THE ROAD, 27 FEET SOUTH OF A TELEPHONE POLE, 3 FEET
 LL0963'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 LL0963'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0937 ***********************************************************************
 LL0937  DESIGNATION -  E 325
 LL0937  PID         -  LL0937
 LL0937  STATE/COUNTY-  CO/LARIMER
 LL0937  USGS QUAD   -  BOSTON PEAK (1962)
 LL0937
 LL0937                         *CURRENT SURVEY CONTROL
 LL0937  ___________________________________________________________________
 LL0937* NAD 83(1986)-  40 40 50.     (N)    105 51 11.     (W)     SCALED    
 LL0937* NAVD 88     -      2612.349  (meters)    8570.68   (feet)  ADJUSTED  
 LL0937  ___________________________________________________________________
 LL0937  GEOID HEIGHT-         -11.12  (meters)                     GEOID03
 LL0937  DYNAMIC HT  -        2609.594 (meters)    8561.64  (feet)  COMP
 LL0937  MODELED GRAV-     979,475.0   (mgal)                       NAVD 88
 LL0937
 LL0937  VERT ORDER  -  SECOND    CLASS 0
 LL0937
 LL0937.The horizontal coordinates were scaled from a topographic map and have
 LL0937.an estimated accuracy of +/- 6 seconds.
 LL0937
 LL0937.The orthometric height was determined by differential leveling
 LL0937.and adjusted by the National Geodetic Survey in June 1991..
 LL0937
 LL0937.The geoid height was determined by GEOID03.
 LL0937
 LL0937.The dynamic height is computed by dividing the NAVD 88
 LL0937.geopotential number by the normal gravity value computed on the
 LL0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0937.degrees latitude (g = 980.6199 gals.).
 LL0937
 LL0937.The modeled gravity was interpolated from observed gravity values.
 LL0937
 LL0937;                    North         East    Units  Estimated Accuracy
 LL0937;SPC CO N     -   454,450.      884,560.      MT  (+/- 180 meters Scaled)
 LL0937
 LL0937                          SUPERSEDED SURVEY CONTROL
 LL0937
 LL0937  NGVD 29 (??/??/92) 2610.977  (m)         8566.18   (f) ADJ UNCH    2 0
 LL0937
 LL0937.Superseded values are not recommended for survey control.
 LL0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0937.See file dsdata.txt to determine how the superseded data were derived.
 LL0937
 LL0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF279036(NAD 83)
 LL0937_MARKER: DB = BENCH MARK DISK
 LL0937_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LL0937_SP_SET: GRANITE ROCK
 LL0937_STAMPING: E 325 1951
 LL0937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0937
 LL0937  HISTORY     - Date     Condition        Report By
 LL0937  HISTORY     - 1951     MONUMENTED       CGS
 LL0937
 LL0937                          STATION DESCRIPTION
 LL0937
 LL0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0937'12 MI SE FROM GLENDEVEY.
 LL0937'3.2 MILES EAST ALONG A WINDING GRAVELED ROAD FROM THE GROCERY
 LL0937'STORE AT GLENDEVEY LODGE, THENCE 8.8 MILES SOUTH ALONG A WINDING
 LL0937'GRAVELED ROAD, 53 FEET WEST OF THE CENTER LINE OF THE ROAD, 3.2
 LL0937'FEET SOUTH OF A WITNESS POST, 0.6 FOOT ABOVE THE GROUND, SET IN
 LL0937'THE TOP OF A GRANITE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0868 ***********************************************************************
 LL0868  DESIGNATION -  E 326
 LL0868  PID         -  LL0868
 LL0868  STATE/COUNTY-  CO/BOULDER
 LL0868  USGS QUAD   -  ALLENS PARK (1978)
 LL0868
 LL0868                         *CURRENT SURVEY CONTROL
 LL0868  ___________________________________________________________________
 LL0868* NAD 83(1986)-  40 12 00.     (N)    105 31 31.     (W)     SCALED    
 LL0868* NAVD 88     -      2570.439  (meters)    8433.18   (feet)  ADJUSTED  
 LL0868  ___________________________________________________________________
 LL0868  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 LL0868  DYNAMIC HT  -        2567.664 (meters)    8424.08  (feet)  COMP
 LL0868  MODELED GRAV-     979,452.2   (mgal)                       NAVD 88
 LL0868
 LL0868  VERT ORDER  -  SECOND    CLASS 0
 LL0868
 LL0868.The horizontal coordinates were scaled from a topographic map and have
 LL0868.an estimated accuracy of +/- 6 seconds.
 LL0868
 LL0868.The orthometric height was determined by differential leveling
 LL0868.and adjusted by the National Geodetic Survey in June 1991..
 LL0868
 LL0868.The geoid height was determined by GEOID03.
 LL0868
 LL0868.The dynamic height is computed by dividing the NAVD 88
 LL0868.geopotential number by the normal gravity value computed on the
 LL0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0868.degrees latitude (g = 980.6199 gals.).
 LL0868
 LL0868.The modeled gravity was interpolated from observed gravity values.
 LL0868
 LL0868;                    North         East    Units  Estimated Accuracy
 LL0868;SPC CO N     -   401,030.      912,250.      MT  (+/- 180 meters Scaled)
 LL0868
 LL0868                          SUPERSEDED SURVEY CONTROL
 LL0868
 LL0868  NGVD 29 (??/??/92) 2569.110  (m)         8428.82   (f) ADJ UNCH    2 0
 LL0868
 LL0868.Superseded values are not recommended for survey control.
 LL0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0868.See file dsdata.txt to determine how the superseded data were derived.
 LL0868
 LL0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE552500(NAD 83)
 LL0868_MARKER: DB = BENCH MARK DISK
 LL0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0868_STAMPING: E 326 1951
 LL0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0868+STABILITY: SURFACE MOTION
 LL0868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0868+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 LL0868
 LL0868  HISTORY     - Date     Condition        Report By
 LL0868  HISTORY     - 1951     MONUMENTED       CGS
 LL0868  HISTORY     - 19990915 MARK NOT FOUND   USPSQD
 LL0868  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL0868  HISTORY     - 20031016 GOOD             USPSQD
 LL0868  HISTORY     - 20050901 GOOD             USPSQD
 LL0868
 LL0868                          STATION DESCRIPTION
 LL0868
 LL0868'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0868'0.7 MI N FROM ALLENSPARK.
 LL0868'0.7 MILE NORTH ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT
 LL0868'ALLENSPARK, 36 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 47 FEET
 LL0868'SOUTH OF THE WEST END OF AN 18 INCH PIPE CULVERT, 37 FEET NORTH OF
 LL0868'THE CENTER OF A WIRE GATE, 1 FOOT EAST OF A FENCE, 3 FEET SOUTH OF
 LL0868'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LL0868'0.4 FOOT ABOVE THE GROUND.
 LL0868
 LL0868                          STATION RECOVERY (1999)
 LL0868
 LL0868'RECOVERY NOTE BY US POWER SQUADRON 1999
 LL0868'MARK NOT FOUND.
 LL0868
 LL0868                          STATION RECOVERY (2001)
 LL0868
 LL0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0868'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL0868
 LL0868                          STATION RECOVERY (2003)
 LL0868
 LL0868'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 LL0868'RECOVERED IN GOOD CONDITION.
 LL0868
 LL0868                          STATION RECOVERY (2005)
 LL0868
 LL0868'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 LL0868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0846 ***********************************************************************
 LL0846  DESIGNATION -  E 327
 LL0846  PID         -  LL0846
 LL0846  STATE/COUNTY-  CO/GRAND
 LL0846  USGS QUAD   -  FALL RIVER PASS (1977)
 LL0846
 LL0846                         *CURRENT SURVEY CONTROL
 LL0846  ___________________________________________________________________
 LL0846* NAD 83(1986)-  40 28 12.     (N)    105 50 09.     (W)     SCALED    
 LL0846* NAVD 88     -      3106.854  (meters)   10193.07   (feet)  ADJUSTED  
 LL0846  ___________________________________________________________________
 LL0846  GEOID HEIGHT-         -11.33  (meters)                     GEOID03
 LL0846  DYNAMIC HT  -        3103.202 (meters)   10181.09  (feet)  COMP
 LL0846  MODELED GRAV-     979,335.5   (mgal)                       NAVD 88
 LL0846
 LL0846  VERT ORDER  -  SECOND    CLASS 0
 LL0846
 LL0846.The horizontal coordinates were scaled from a topographic map and have
 LL0846.an estimated accuracy of +/- 6 seconds.
 LL0846
 LL0846.The orthometric height was determined by differential leveling
 LL0846.and adjusted by the National Geodetic Survey in June 1991..
 LL0846
 LL0846.The geoid height was determined by GEOID03.
 LL0846
 LL0846.The dynamic height is computed by dividing the NAVD 88
 LL0846.geopotential number by the normal gravity value computed on the
 LL0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0846.degrees latitude (g = 980.6199 gals.).
 LL0846
 LL0846.The modeled gravity was interpolated from observed gravity values.
 LL0846
 LL0846;                    North         East    Units  Estimated Accuracy
 LL0846;SPC CO N     -   431,060.      885,920.      MT  (+/- 180 meters Scaled)
 LL0846
 LL0846                          SUPERSEDED SURVEY CONTROL
 LL0846
 LL0846  NGVD 29 (??/??/92) 3105.264  (m)        10187.85   (f) ADJ UNCH    2 0
 LL0846
 LL0846.Superseded values are not recommended for survey control.
 LL0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0846.See file dsdata.txt to determine how the superseded data were derived.
 LL0846
 LL0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE291802(NAD 83)
 LL0846_MARKER: DB = BENCH MARK DISK
 LL0846_SETTING: 80 = SET IN A BOULDER
 LL0846_STAMPING: E 327 1951
 LL0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0846+STABILITY: SURFACE MOTION
 LL0846
 LL0846  HISTORY     - Date     Condition        Report By
 LL0846  HISTORY     - 1951     MONUMENTED       CGS
 LL0846
 LL0846                          STATION DESCRIPTION
 LL0846
 LL0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0846'25.1 MI NE FROM GRAND LAKE.
 LL0846'10.8 MILES NORTH ALONG U.S. HIGHWAY 34 FROM ITS JUNCTION WITH STATE
 LL0846'HIGHWAY 278 AT GRAND LAKE, THENCE 3.25 MILES WEST ALONG A WINDING
 LL0846'PRIVATE ROAD LEADING TO THE WATER SUPPLY AND STORAGE COMPANY
 LL0846'DITCH, THENCE 11.05 MILES NORTHEAST ALONG THE DITCH ROAD LEADING TO
 LL0846'LONG DRAW RESERVOIR, 43 FEET WEST OF THE CENTER LINE OF THE ROAD,
 LL0846'3 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A LARGE
 LL0846'GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0647 ***********************************************************************
 LL0647  DESIGNATION -  E 328
 LL0647  PID         -  LL0647
 LL0647  STATE/COUNTY-  CO/BOULDER
 LL0647  USGS QUAD   -  LYONS (1978)
 LL0647
 LL0647                         *CURRENT SURVEY CONTROL
 LL0647  ___________________________________________________________________
 LL0647* NAD 83(1986)-  40 10 43.     (N)    105 21 21.     (W)     SCALED    
 LL0647* NAVD 88     -      1954.700  (meters)    6413.04   (feet)  ADJUSTED  
 LL0647  ___________________________________________________________________
 LL0647  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 LL0647  DYNAMIC HT  -        1952.754 (meters)    6406.66  (feet)  COMP
 LL0647  MODELED GRAV-     979,560.6   (mgal)                       NAVD 88
 LL0647
 LL0647  VERT ORDER  -  SECOND    CLASS 0
 LL0647
 LL0647.The horizontal coordinates were scaled from a topographic map and have
 LL0647.an estimated accuracy of +/- 6 seconds.
 LL0647
 LL0647.The orthometric height was determined by differential leveling
 LL0647.and adjusted by the National Geodetic Survey in June 1991..
 LL0647
 LL0647.The geoid height was determined by GEOID03.
 LL0647
 LL0647.The dynamic height is computed by dividing the NAVD 88
 LL0647.geopotential number by the normal gravity value computed on the
 LL0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0647.degrees latitude (g = 980.6199 gals.).
 LL0647
 LL0647.The modeled gravity was interpolated from observed gravity values.
 LL0647
 LL0647;                    North         East    Units  Estimated Accuracy
 LL0647;SPC CO N     -   398,660.      926,680.      MT  (+/- 180 meters Scaled)
 LL0647
 LL0647                          SUPERSEDED SURVEY CONTROL
 LL0647
 LL0647  NGVD 29 (??/??/92) 1953.533  (m)         6409.22   (f) ADJ UNCH    2 0
 LL0647
 LL0647.Superseded values are not recommended for survey control.
 LL0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0647.See file dsdata.txt to determine how the superseded data were derived.
 LL0647
 LL0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE697476(NAD 83)
 LL0647_MARKER: DB = BENCH MARK DISK
 LL0647_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LL0647_SP_SET: LARGE ROCK
 LL0647_STAMPING: E 328 1951
 LL0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0647
 LL0647  HISTORY     - Date     Condition        Report By
 LL0647  HISTORY     - 1951     MONUMENTED       CGS
 LL0647
 LL0647                          STATION DESCRIPTION
 LL0647
 LL0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0647'7.5 MI SW FROM LYONS.
 LL0647'7.5 MILES SOUTHWEST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT
 LL0647'LYONS, 40 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 LL0647'3 FEET ABOVE THE LEVEL OF THE HIGHWAY, 0.8 MILE NORTHEAST OF
 LL0647'BENCH MARK 6607 (U.S.G.S.), SET IN THE TOP OF A LARGE FLAT
 LL0647'GRANITE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0622 ***********************************************************************
 LL0622  DESIGNATION -  E 329
 LL0622  PID         -  LL0622
 LL0622  STATE/COUNTY-  CO/BOULDER
 LL0622  USGS QUAD   -  LONGMONT (1979)
 LL0622
 LL0622                         *CURRENT SURVEY CONTROL
 LL0622  ___________________________________________________________________
 LL0622* NAD 83(1986)-  40 11 18.     (N)    105 07 16.     (W)     SCALED    
 LL0622* NAVD 88     -      1538.100  (meters)    5046.25   (feet)  POSTED    
 LL0622  ___________________________________________________________________
 LL0622  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 LL0622  DYNAMIC HT  -        1536.700 (meters)    5041.66  (feet)  COMP
 LL0622  MODELED GRAV-     979,660.9   (mgal)                       NAVD 88
 LL0622
 LL0622  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0622
 LL0622.The horizontal coordinates were scaled from a topographic map and have
 LL0622.an estimated accuracy of +/- 6 seconds.
 LL0622
 LL0622.The orthometric height was determined by differential leveling
 LL0622.and adjusted by the National Geodetic Survey in 1992..
 LL0622.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0622.rate of 0.0 thru 1.0 mm/km.
 LL0622
 LL0622.The geoid height was determined by GEOID03.
 LL0622
 LL0622.The dynamic height is computed by dividing the NAVD 88
 LL0622.geopotential number by the normal gravity value computed on the
 LL0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0622.degrees latitude (g = 980.6199 gals.).
 LL0622
 LL0622.The modeled gravity was interpolated from observed gravity values.
 LL0622
 LL0622;                    North         East    Units  Estimated Accuracy
 LL0622;SPC CO N     -   399,800.      946,670.      MT  (+/- 180 meters Scaled)
 LL0622
 LL0622                          SUPERSEDED SURVEY CONTROL
 LL0622
 LL0622  NGVD 29 (??/??/92) 1537.117  (m)         5043.02   (f) ADJ UNCH    2 0
 LL0622
 LL0622.Superseded values are not recommended for survey control.
 LL0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0622.See file dsdata.txt to determine how the superseded data were derived.
 LL0622
 LL0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE896486(NAD 83)
 LL0622_MARKER: DB = BENCH MARK DISK
 LL0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0622_STAMPING: E 329 1951
 LL0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0622+STABILITY: SURFACE MOTION
 LL0622
 LL0622  HISTORY     - Date     Condition        Report By
 LL0622  HISTORY     - 1951     MONUMENTED       CGS
 LL0622  HISTORY     - 1983     MARK NOT FOUND   CGS
 LL0622  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0622  HISTORY     - 20040223 MARK NOT FOUND   USPSQD
 LL0622
 LL0622                          STATION DESCRIPTION
 LL0622
 LL0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0622'1.6 MI NW FROM LONGMONT.
 LL0622'0.55 MILE NORTH ALONG U.S. HIGHWAYS 87 AND 287 FROM THE ENTRANCE TO
 LL0622'THE CEMETERY AT LONGMONT, THENCE 1.0 MILE WEST ALONG STATE HIGHWAY
 LL0622'379, AT THE HOME OF JOHN STROH, 38 FEET SOUTH OF THE CENTER LINE
 LL0622'OF THE HIGHWAY, 43 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 LL0622'HOUSE, 12 FEET EAST OF THE CENTER LINE OF A DRIVEWAY, 14 FEET
 LL0622'SOUTH OF A TELEPHONE POLE, 6 FEET SOUTH OF A WITNESS POST, SET IN
 LL0622'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 LL0622
 LL0622                          STATION RECOVERY (1983)
 LL0622
 LL0622'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1983
 LL0622'MARK NOT FOUND.
 LL0622
 LL0622                          STATION RECOVERY (1984)
 LL0622
 LL0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0622'NO LONGER A CULVERT AT THIS LOCATION.
 LL0622
 LL0622                          STATION RECOVERY (2004)
 LL0622
 LL0622'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL0622'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0605 ***********************************************************************
 LL0605  DESIGNATION -  E 33
 LL0605  PID         -  LL0605
 LL0605  STATE/COUNTY-  CO/BOULDER
 LL0605  USGS QUAD   -  HYGIENE (1979)
 LL0605
 LL0605                         *CURRENT SURVEY CONTROL
 LL0605  ___________________________________________________________________
 LL0605* NAD 83(1986)-  40 14 45.     (N)    105 13 20.     (W)     SCALED    
 LL0605* NAVD 88     -      1677.511  (meters)    5503.63   (feet)  ADJUSTED  
 LL0605  ___________________________________________________________________
 LL0605  GEOID HEIGHT-         -15.71  (meters)                     GEOID03
 LL0605  DYNAMIC HT  -        1675.966 (meters)    5498.57  (feet)  COMP
 LL0605  MODELED GRAV-     979,645.9   (mgal)                       NAVD 88
 LL0605
 LL0605  VERT ORDER  -  SECOND    CLASS 0
 LL0605
 LL0605.The horizontal coordinates were scaled from a topographic map and have
 LL0605.an estimated accuracy of +/- 6 seconds.
 LL0605
 LL0605.The orthometric height was determined by differential leveling
 LL0605.and adjusted by the National Geodetic Survey in June 1991..
 LL0605
 LL0605.The geoid height was determined by GEOID03.
 LL0605
 LL0605.The dynamic height is computed by dividing the NAVD 88
 LL0605.geopotential number by the normal gravity value computed on the
 LL0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0605.degrees latitude (g = 980.6199 gals.).
 LL0605
 LL0605.The modeled gravity was interpolated from observed gravity values.
 LL0605
 LL0605;                    North         East    Units  Estimated Accuracy
 LL0605;SPC CO N     -   406,150.      938,040.      MT  (+/- 180 meters Scaled)
 LL0605
 LL0605                          SUPERSEDED SURVEY CONTROL
 LL0605
 LL0605  NGVD 29 (??/??/92) 1676.471  (m)         5500.22   (f) ADJ UNCH    2 0
 LL0605
 LL0605.Superseded values are not recommended for survey control.
 LL0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0605.See file dsdata.txt to determine how the superseded data were derived.
 LL0605
 LL0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE810550(NAD 83)
 LL0605_MARKER: DD = SURVEY DISK
 LL0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0605_STAMPING: E 33 1940 5498.375
 LL0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0605+STABILITY: SURFACE MOTION
 LL0605
 LL0605  HISTORY     - Date     Condition        Report By
 LL0605  HISTORY     - 1940     MONUMENTED       BOR
 LL0605  HISTORY     - 1940     GOOD             NGS
 LL0605  HISTORY     - 19980916 MARK NOT FOUND   USPSQD
 LL0605  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL0605
 LL0605                          STATION DESCRIPTION
 LL0605
 LL0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LL0605'4.2 MI NE FROM LYONS.
 LL0605'2.5 MILES EAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE AT LYONS,
 LL0605'BOULDER COUNTY,THENCE 0.8 MILE NORTH ALONG A COUNTY ROAD FROM A
 LL0605'RED SANDSTONE SCHOOLHOUSE (DISTRICT NUMBER 8), THENCE 0.2 MILE EAST
 LL0605'ALONG A COUNTY ROAD, THENCE 1.8 MILES NORTH ALONG A COUNTY ROAD,
 LL0605'AND THENCE 0.4 MILE NORTHEAST ALONG A FIELD ROAD THROUGH A GATE IN
 LL0605'THE EAST RIGHT-OF-WAY FENCE PAST A RANCH HOUSE, 400 FEET EAST OF THE
 LL0605'ROAD, 180 FEET NORTHEAST OF A SMALL ROCK CLIFF, ON THE NORTHWEST SIDE
 LL0605'OF A SMALL RIDGE, AT THE MOUTH OF A STEEP DRAW, 100 FEET SOUTHEAST OF
 LL0605'THE CENTER OF THE DRAW, AND 3 FEET WEST OF A SMALL ROCK CAIRN.  A
 LL0605'UNITED STATES BUREAU OF RECLAMATION STANDARD DISK, STAMPED E 33 1940
 LL0605'5498.375 AND SET IN THE TOP OF A CONCRETE POST.
 LL0605
 LL0605                          STATION RECOVERY (1998)
 LL0605
 LL0605'RECOVERY NOTE BY US POWER SQUADRON 1998
 LL0605'MARK NOT FOUND.
 LL0605
 LL0605                          STATION RECOVERY (2001)
 LL0605
 LL0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0605'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0297 ***********************************************************************
 HK0297  DESIGNATION -  E 33
 HK0297  PID         -  HK0297
 HK0297  STATE/COUNTY-  CO/ALAMOSA
 HK0297  USGS QUAD   -  ALAMOSA EAST (1966)
 HK0297
 HK0297                         *CURRENT SURVEY CONTROL
 HK0297  ___________________________________________________________________
 HK0297* NAD 83(1986)-  37 28 00.     (N)    105 51 55.     (W)     SCALED    
 HK0297* NAVD 88     -      2300.695  (meters)    7548.20   (feet)  ADJUSTED  
 HK0297  ___________________________________________________________________
 HK0297  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 HK0297  DYNAMIC HT  -        2297.679 (meters)    7538.30  (feet)  COMP
 HK0297  MODELED GRAV-     979,236.7   (mgal)                       NAVD 88
 HK0297
 HK0297  VERT ORDER  -  FIRST     CLASS II
 HK0297
 HK0297.The horizontal coordinates were scaled from a topographic map and have
 HK0297.an estimated accuracy of +/- 6 seconds.
 HK0297
 HK0297.The orthometric height was determined by differential leveling
 HK0297.and adjusted by the National Geodetic Survey in June 1991..
 HK0297.WARNING-Repeat measurements at this control monument indicate possible
 HK0297.vertical movement.
 HK0297
 HK0297.The geoid height was determined by GEOID03.
 HK0297
 HK0297.The dynamic height is computed by dividing the NAVD 88
 HK0297.geopotential number by the normal gravity value computed on the
 HK0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0297.degrees latitude (g = 980.6199 gals.).
 HK0297
 HK0297.The modeled gravity was interpolated from observed gravity values.
 HK0297
 HK0297;                    North         East    Units  Estimated Accuracy
 HK0297;SPC CO S     -   393,650.      882,090.      MT  (+/- 180 meters Scaled)
 HK0297
 HK0297                          SUPERSEDED SURVEY CONTROL
 HK0297
 HK0297  NGVD 29 (??/??/92) 2299.510  (m)         7544.31   (f) ADJ UNCH    1 2
 HK0297
 HK0297.Superseded values are not recommended for survey control.
 HK0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0297.See file dsdata.txt to determine how the superseded data were derived.
 HK0297
 HK0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB234469(NAD 83)
 HK0297_MARKER: DB = BENCH MARK DISK
 HK0297_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HK0297_SP_SET: BUILDING
 HK0297_STAMPING: 7544.309 E 33 1933
 HK0297_MARK LOGO: NGS   
 HK0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0297
 HK0297  HISTORY     - Date     Condition        Report By
 HK0297  HISTORY     - 1933     MONUMENTED       CGS
 HK0297  HISTORY     - 1964     GOOD             NGS
 HK0297  HISTORY     - 1981     GOOD             LOCSUR
 HK0297  HISTORY     - 1981     GOOD             LOCSUR
 HK0297  HISTORY     - 1984     GOOD             NGS
 HK0297  HISTORY     - 19980614 GOOD             USPSQD
 HK0297
 HK0297                          STATION DESCRIPTION
 HK0297
 HK0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 HK0297'AT ALAMOSA.
 HK0297'AT ALAMOSA, ALAMOSA COUNTY, AT THE DENVER AND RIO GRANDE WESTERN
 HK0297'RAILROAD STATION, IN THE SOUTH BRICK FACE, ABOUT 4 FEET EAST
 HK0297'OF THE SOUTH DOOR TO THE WOMENS WAITING ROOM, AND ABOUT 5 FEET
 HK0297'HIGHER THAN THE WALK.  A STANDARD DISK, STAMPED 7544.309 E 33
 HK0297'1933 AND SET VERTICALLY.
 HK0297
 HK0297                          STATION RECOVERY (1981)
 HK0297
 HK0297'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 HK0297'LOCATED IN ABANDON R.R. DEPOT BLDG. SOUTH WALL EAST OF ENTRY 6TH ST.
 HK0297'AT STATE-GOOD
 HK0297
 HK0297                          STATION RECOVERY (1981)
 HK0297
 HK0297'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 HK0297'LOCATED IN ABANDON R.R. DEPOT BLDG. SOUTH WALL EAST OF ENTRY 6TH ST.
 HK0297'AT STATE-GOOD
 HK0297
 HK0297                          STATION RECOVERY (1984)
 HK0297
 HK0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0297'RECOVERED IN GOOD CONDITION.  ADD=7.4 M (24.3 FT) EAST OF THE
 HK0297'SOUTHWEST CORNER OF THE STATION, AND 7.1 M (23.3 FT) NORTH OF THE NEAR
 HK0297'RAIL.
 HK0297
 HK0297                          STATION RECOVERY (1998)
 HK0297
 HK0297'RECOVERY NOTE BY US POWER SQUADRON 1998
 HK0297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0132 ***********************************************************************
 LL0132  DESIGNATION -  E 330
 LL0132  PID         -  LL0132
 LL0132  STATE/COUNTY-  CO/WELD
 LL0132  USGS QUAD   -  DEARFIELD (1951)
 LL0132
 LL0132                         *CURRENT SURVEY CONTROL
 LL0132  ___________________________________________________________________
 LL0132* NAD 83(1986)-  40 16 46.     (N)    104 17 32.     (W)     SCALED    
 LL0132* NAVD 88     -      1378.542  (meters)    4522.77   (feet)  ADJUSTED  
 LL0132  ___________________________________________________________________
 LL0132  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 LL0132  DYNAMIC HT  -        1377.393 (meters)    4519.00  (feet)  COMP
 LL0132  MODELED GRAV-     979,743.6   (mgal)                       NAVD 88
 LL0132
 LL0132  VERT ORDER  -  SECOND    CLASS 0
 LL0132
 LL0132.The horizontal coordinates were scaled from a topographic map and have
 LL0132.an estimated accuracy of +/- 6 seconds.
 LL0132
 LL0132.The orthometric height was determined by differential leveling
 LL0132.and adjusted by the National Geodetic Survey in June 1991..
 LL0132
 LL0132.The geoid height was determined by GEOID03.
 LL0132
 LL0132.The dynamic height is computed by dividing the NAVD 88
 LL0132.geopotential number by the normal gravity value computed on the
 LL0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0132.degrees latitude (g = 980.6199 gals.).
 LL0132
 LL0132.The modeled gravity was interpolated from observed gravity values.
 LL0132
 LL0132;                    North         East    Units  Estimated Accuracy
 LL0132;SPC CO N     -   410,550.    1,017,110.      MT  (+/- 180 meters Scaled)
 LL0132
 LL0132                          SUPERSEDED SURVEY CONTROL
 LL0132
 LL0132  NGVD 29 (??/??/92) 1377.745  (m)         4520.15   (f) ADJ UNCH    2 0
 LL0132
 LL0132.Superseded values are not recommended for survey control.
 LL0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0132.See file dsdata.txt to determine how the superseded data were derived.
 LL0132
 LL0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE601590(NAD 83)
 LL0132_MARKER: DB = BENCH MARK DISK
 LL0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0132_STAMPING: E 330 1952
 LL0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0132+STABILITY: SURFACE MOTION
 LL0132
 LL0132  HISTORY     - Date     Condition        Report By
 LL0132  HISTORY     - 1952     MONUMENTED       CGS
 LL0132
 LL0132                          STATION DESCRIPTION
 LL0132
 LL0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0132'4.6 MI SW FROM MASTERS.
 LL0132'1.2 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE UNION PACIFIC
 LL0132'RAILROAD STATION AT MASTERS, THENCE 2.45 MILES WEST ALONG U.S.
 LL0132'HIGHWAY 24, THENCE 1.0 MILE SOUTH ALONG A GRADED DIRT ROAD, 0.2
 LL0132'MILE NORTH OF A GROVE OF COTTONWOOD TREES, 270 FEET EAST OF A
 LL0132'POWER POLE, 46 FEET WEST OF THE CENTER LINE OF THE ROAD, 31 FEET
 LL0132'EAST OF A SMALL CLUMP OF WILLOW TREES, 3.2 FEET SOUTH OF A WITNESS
 LL0132'POST, 4 FEET BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF A
 LL0132'CONCRETE POST WHICH PROJECTS 0.3 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0120 ***********************************************************************
 LL0120  DESIGNATION -  E 331
 LL0120  PID         -  LL0120
 LL0120  STATE/COUNTY-  CO/WELD
 LL0120  USGS QUAD   -  PROSPECT VALLEY (1978)
 LL0120
 LL0120                         *CURRENT SURVEY CONTROL
 LL0120  ___________________________________________________________________
 LL0120* NAD 83(1986)-  40 04 23.     (N)    104 23 44.     (W)     SCALED    
 LL0120* NAVD 88     -      1473.520  (meters)    4834.37   (feet)  ADJUSTED  
 LL0120  ___________________________________________________________________
 LL0120  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 LL0120  DYNAMIC HT  -        1472.237 (meters)    4830.16  (feet)  COMP
 LL0120  MODELED GRAV-     979,703.5   (mgal)                       NAVD 88
 LL0120
 LL0120  VERT ORDER  -  SECOND    CLASS 0
 LL0120
 LL0120.The horizontal coordinates were scaled from a topographic map and have
 LL0120.an estimated accuracy of +/- 6 seconds.
 LL0120
 LL0120.The orthometric height was determined by differential leveling
 LL0120.and adjusted by the National Geodetic Survey in June 1991..
 LL0120
 LL0120.The geoid height was determined by GEOID03.
 LL0120
 LL0120.The dynamic height is computed by dividing the NAVD 88
 LL0120.geopotential number by the normal gravity value computed on the
 LL0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0120.degrees latitude (g = 980.6199 gals.).
 LL0120
 LL0120.The modeled gravity was interpolated from observed gravity values.
 LL0120
 LL0120;                    North         East    Units  Estimated Accuracy
 LL0120;SPC CO N     -   387,520.    1,008,610.      MT  (+/- 180 meters Scaled)
 LL0120
 LL0120                          SUPERSEDED SURVEY CONTROL
 LL0120
 LL0120  NGVD 29 (??/??/92) 1472.688  (m)         4831.64   (f) ADJ UNCH    2 0
 LL0120
 LL0120.Superseded values are not recommended for survey control.
 LL0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0120.See file dsdata.txt to determine how the superseded data were derived.
 LL0120
 LL0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE515360(NAD 83)
 LL0120_MARKER: DB = BENCH MARK DISK
 LL0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0120_STAMPING: E 331 1952
 LL0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0120+STABILITY: SURFACE MOTION
 LL0120
 LL0120  HISTORY     - Date     Condition        Report By
 LL0120  HISTORY     - 1952     MONUMENTED       CGS
 LL0120  HISTORY     - 1979     MARK NOT FOUND   NGS
 LL0120
 LL0120                          STATION DESCRIPTION
 LL0120
 LL0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0120'1 MI E FROM PROSPECT VALLEY.
 LL0120'1.0 MILE EAST ALONG STATE HIGHWAY 52 FROM ITS INTERSECTION WITH
 LL0120'STATE HIGHWAY 79 AT PROSPECT VALLEY, 50 FEET SOUTH OF THE CENTER
 LL0120'LINE OF THE HIGHWAY, 29 FEET WEST OF THE CENTER LINE OF AS NORTH
 LL0120'AND SOUTH GRAVELED ROAD, 5.7 FEET SOUTH OF A POWER POLE, 2 FEET
 LL0120'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LL0120'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 LL0120
 LL0120                          STATION RECOVERY (1979)
 LL0120
 LL0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LL0120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1207 ***********************************************************************
 KK1207  DESIGNATION -  E 336
 KK1207  PID         -  KK1207
 KK1207  STATE/COUNTY-  CO/GRAND
 KK1207  USGS QUAD   -  EAST PORTAL (1958)
 KK1207
 KK1207                         *CURRENT SURVEY CONTROL
 KK1207  ___________________________________________________________________
 KK1207* NAD 83(1986)-  39 54 52.     (N)    105 43 21.     (W)     SCALED    
 KK1207* NAVD 88     -      3241.270  (meters)   10634.07   (feet)  ADJUSTED  
 KK1207  ___________________________________________________________________
 KK1207  GEOID HEIGHT-         -12.42  (meters)                     GEOID03
 KK1207  DYNAMIC HT  -        3237.237 (meters)   10620.84  (feet)  COMP
 KK1207  MODELED GRAV-     979,262.4   (mgal)                       NAVD 88
 KK1207
 KK1207  VERT ORDER  -  SECOND    CLASS 0
 KK1207
 KK1207.The horizontal coordinates were scaled from a topographic map and have
 KK1207.an estimated accuracy of +/- 6 seconds.
 KK1207
 KK1207.The orthometric height was determined by differential leveling
 KK1207.and adjusted by the National Geodetic Survey in June 1991..
 KK1207
 KK1207.The geoid height was determined by GEOID03.
 KK1207
 KK1207.The dynamic height is computed by dividing the NAVD 88
 KK1207.geopotential number by the normal gravity value computed on the
 KK1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1207.degrees latitude (g = 980.6199 gals.).
 KK1207
 KK1207.The modeled gravity was interpolated from observed gravity values.
 KK1207
 KK1207;                    North         East    Units  Estimated Accuracy
 KK1207;SPC CO N     -   369,350.      895,380.      MT  (+/- 180 meters Scaled)
 KK1207
 KK1207                          SUPERSEDED SURVEY CONTROL
 KK1207
 KK1207  NGVD 29 (??/??/92) 3239.603  (m)        10628.60   (f) ADJ UNCH    2 0
 KK1207
 KK1207.Superseded values are not recommended for survey control.
 KK1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1207.See file dsdata.txt to determine how the superseded data were derived.
 KK1207
 KK1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE382185(NAD 83)
 KK1207_MARKER: DB = BENCH MARK DISK
 KK1207_SETTING: 66 = SET IN ROCK OUTCROP
 KK1207_SP_SET: OUTCROP
 KK1207_STAMPING: E 336 1952
 KK1207_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1207+STABILITY: POSITION/ELEVATION WELL
 KK1207
 KK1207  HISTORY     - Date     Condition        Report By
 KK1207  HISTORY     - 1952     MONUMENTED       CGS
 KK1207
 KK1207                          STATION DESCRIPTION
 KK1207
 KK1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK1207'8.3 MI E FROM WEST PORTAL.
 KK1207'0.2 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE WEST ENTRANCE
 KK1207'TO THE MOFFAT TUNNEL AT WEST PORTAL, THENCE 2.8 MILES NORTH
 KK1207'ALONG A TRACK ROAD, THENCE 5.3 MILES EAST ALONG AN ABANDONED
 KK1207'RAILROAD GRADE, 11 FEET SOUTH OF THE CENTER LINE OF THE OLD
 KK1207'RAILROAD GRADE, AT THE WEST END OF A CUT, 3 FEET ABOVE THE
 KK1207'LEVEL OF THE OLD RAILROAD GRADE, SET IN THE TOP OF A GRANITE
 KK1207'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0301 ***********************************************************************
 KK0301  DESIGNATION -  E 337
 KK0301  PID         -  KK0301
 KK0301  STATE/COUNTY-  CO/DOUGLAS
 KK0301  USGS QUAD   -  PONDEROSA PARK (1994)
 KK0301
 KK0301                         *CURRENT SURVEY CONTROL
 KK0301  ___________________________________________________________________
 KK0301* NAD 83(1986)-  39 22 45.     (N)    104 42 50.     (W)     SCALED    
 KK0301* NAVD 88     -      1951.563  (meters)    6402.75   (feet)  POSTED    
 KK0301  ___________________________________________________________________
 KK0301  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 KK0301  DYNAMIC HT  -        1949.540 (meters)    6396.12  (feet)  COMP
 KK0301  MODELED GRAV-     979,518.7   (mgal)                       NAVD 88
 KK0301
 KK0301  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0301
 KK0301.The horizontal coordinates were scaled from a topographic map and have
 KK0301.an estimated accuracy of +/- 6 seconds.
 KK0301
 KK0301.The orthometric height was determined by differential leveling
 KK0301.and adjusted by the National Geodetic Survey in 1992..
 KK0301.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0301.rate of 1.1 thru 2.0 mm/km.
 KK0301
 KK0301.The geoid height was determined by GEOID03.
 KK0301
 KK0301.The dynamic height is computed by dividing the NAVD 88
 KK0301.geopotential number by the normal gravity value computed on the
 KK0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0301.degrees latitude (g = 980.6199 gals.).
 KK0301
 KK0301.The modeled gravity was interpolated from observed gravity values.
 KK0301
 KK0301;                    North         East    Units  Estimated Accuracy
 KK0301;SPC CO C     -   476,690.      982,130.      MT  (+/- 180 meters Scaled)
 KK0301
 KK0301                          SUPERSEDED SURVEY CONTROL
 KK0301
 KK0301  NGVD 29 (??/??/92) 1950.546  (m)         6399.42   (f) ADJ UNCH    2 0
 KK0301
 KK0301.Superseded values are not recommended for survey control.
 KK0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0301.See file dsdata.txt to determine how the superseded data were derived.
 KK0301
 KK0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED246588(NAD 83)
 KK0301_MARKER: DB = BENCH MARK DISK
 KK0301_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0301_SP_SET: CATTLE UNDERPASS
 KK0301_STAMPING: E 337 1952
 KK0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0301
 KK0301  HISTORY     - Date     Condition        Report By
 KK0301  HISTORY     - 1952     MONUMENTED       CGS
 KK0301
 KK0301                          STATION DESCRIPTION
 KK0301
 KK0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0301'6.6 MI W FROM ELIZABETH.
 KK0301'6.65 MILES WEST ALONG STATE HIGHWAY 86 FROM THE JONES MOTOR
 KK0301'COMPANY BUILDING AT ELIZABETH, 22 FEET SOUTHEAST OF THE CENTER LINE
 KK0301'OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 KK0301'HEADWALL OF A CONCRETE CATTLE UNDERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0375 ***********************************************************************
 JK0375  DESIGNATION -  E 338
 JK0375  PID         -  JK0375
 JK0375  STATE/COUNTY-  CO/FREMONT
 JK0375  USGS QUAD   -  PHANTOM CANYON (1954)
 JK0375
 JK0375                         *CURRENT SURVEY CONTROL
 JK0375  ___________________________________________________________________
 JK0375* NAD 83(1986)-  38 34 14.     (N)    105 05 30.     (W)     SCALED    
 JK0375* NAVD 88     -      2204.562  (meters)    7232.80   (feet)  ADJUSTED  
 JK0375  ___________________________________________________________________
 JK0375  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 JK0375  DYNAMIC HT  -        2202.016 (meters)    7224.45  (feet)  COMP
 JK0375  MODELED GRAV-     979,394.1   (mgal)                       NAVD 88
 JK0375
 JK0375  VERT ORDER  -  SECOND    CLASS 0
 JK0375
 JK0375.The horizontal coordinates were scaled from a topographic map and have
 JK0375.an estimated accuracy of +/- 6 seconds.
 JK0375
 JK0375.The orthometric height was determined by differential leveling
 JK0375.and adjusted by the National Geodetic Survey in June 1991..
 JK0375
 JK0375.The geoid height was determined by GEOID03.
 JK0375
 JK0375.The dynamic height is computed by dividing the NAVD 88
 JK0375.geopotential number by the normal gravity value computed on the
 JK0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0375.degrees latitude (g = 980.6199 gals.).
 JK0375
 JK0375.The modeled gravity was interpolated from observed gravity values.
 JK0375
 JK0375;                    North         East    Units  Estimated Accuracy
 JK0375;SPC CO C     -   386,720.      949,990.      MT  (+/- 180 meters Scaled)
 JK0375
 JK0375                          SUPERSEDED SURVEY CONTROL
 JK0375
 JK0375  NGVD 29 (??/??/92) 2203.434  (m)         7229.10   (f) ADJ UNCH    2 0
 JK0375
 JK0375.Superseded values are not recommended for survey control.
 JK0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0375.See file dsdata.txt to determine how the superseded data were derived.
 JK0375
 JK0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC920691(NAD 83)
 JK0375_MARKER: DB = BENCH MARK DISK
 JK0375_SETTING: 66 = SET IN ROCK OUTCROP
 JK0375_SP_SET: GRANITE OUTCROP
 JK0375_STAMPING: E 338 1952
 JK0375_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0375+STABILITY: POSITION/ELEVATION WELL
 JK0375
 JK0375  HISTORY     - Date     Condition        Report By
 JK0375  HISTORY     - 1952     MONUMENTED       CGS
 JK0375
 JK0375                          STATION DESCRIPTION
 JK0375
 JK0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JK0375'15.4 MI S FROM VICTOR.
 JK0375'15.45 MILES SOUTH ALONG STATE HIGHWAY 67 FROM THE GRADE SCHOOL AT
 JK0375'VICTOR, 120 FEET SOUTHEAST OF THE SOUTHEAST END OF A 130 FOOT CUT,
 JK0375'16 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET ABOVE
 JK0375'THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST SIDE OF
 JK0375'A LARGE GRANITE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0219 ***********************************************************************
 KL0219  DESIGNATION -  E 339
 KL0219  PID         -  KL0219
 KL0219  STATE/COUNTY-  CO/CHAFFEE
 KL0219  USGS QUAD   -  GRANITE (1982)
 KL0219
 KL0219                         *CURRENT SURVEY CONTROL
 KL0219  ___________________________________________________________________
 KL0219* NAD 83(1986)-  39 02 09.     (N)    106 15 31.     (W)     SCALED    
 KL0219* NAVD 88     -      2723.556  (meters)    8935.53   (feet)  ADJUSTED  
 KL0219  ___________________________________________________________________
 KL0219  GEOID HEIGHT-         -13.34  (meters)                     GEOID03
 KL0219  DYNAMIC HT  -        2720.030 (meters)    8923.97  (feet)  COMP
 KL0219  MODELED GRAV-     979,234.8   (mgal)                       NAVD 88
 KL0219
 KL0219  VERT ORDER  -  FIRST     CLASS II
 KL0219
 KL0219.The horizontal coordinates were scaled from a topographic map and have
 KL0219.an estimated accuracy of +/- 6 seconds.
 KL0219
 KL0219.The orthometric height was determined by differential leveling
 KL0219.and adjusted by the National Geodetic Survey in June 1991..
 KL0219
 KL0219.The geoid height was determined by GEOID03.
 KL0219
 KL0219.The dynamic height is computed by dividing the NAVD 88
 KL0219.geopotential number by the normal gravity value computed on the
 KL0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0219.degrees latitude (g = 980.6199 gals.).
 KL0219
 KL0219.The modeled gravity was interpolated from observed gravity values.
 KL0219
 KL0219;                    North         East    Units  Estimated Accuracy
 KL0219;SPC CO C     -   438,560.      848,720.      MT  (+/- 180 meters Scaled)
 KL0219
 KL0219                          SUPERSEDED SURVEY CONTROL
 KL0219
 KL0219  NGVD 29 (??/??/92) 2721.891  (m)         8930.07   (f) ADJ UNCH    1 2
 KL0219
 KL0219.Superseded values are not recommended for survey control.
 KL0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0219.See file dsdata.txt to determine how the superseded data were derived.
 KL0219
 KL0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD910215(NAD 83)
 KL0219_MARKER: DB = BENCH MARK DISK
 KL0219_SETTING: 66 = SET IN ROCK OUTCROP
 KL0219_SP_SET: GRANITE LEDGE
 KL0219_STAMPING: E 339 1953
 KL0219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0219+STABILITY: POSITION/ELEVATION WELL
 KL0219
 KL0219  HISTORY     - Date     Condition        Report By
 KL0219  HISTORY     - 1953     MONUMENTED       CGS
 KL0219
 KL0219                          STATION DESCRIPTION
 KL0219
 KL0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KL0219'0.6 MI SE FROM YALE.
 KL0219'0.6 MILE SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KL0219'FROM THE STATION AT YALE, AT THE NORTHWEST END OF A CUT, 54 FEET
 KL0219'NORTHWEST OF THE NORTHWEST END OF A WOVEN WIRE FENCE, 33 FEET
 KL0219'NORTHEAST OF THE NORTHEAST RAIL, 40 FEET NORTHWEST OF AN ELECTRIC
 KL0219'SWITCH BOX, 6 FEET ABOVE THE TOP OF THE RAILS, 4 FEET ABOVE THE
 KL0219'GROUND, SET IN THE TOP OF A GRANITE LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0606 ***********************************************************************
 LL0606  DESIGNATION -  E 34
 LL0606  PID         -  LL0606
 LL0606  STATE/COUNTY-  CO/BOULDER
 LL0606  USGS QUAD   -  HYGIENE (1979)
 LL0606
 LL0606                         *CURRENT SURVEY CONTROL
 LL0606  ___________________________________________________________________
 LL0606* NAD 83(1986)-  40 14 31.     (N)    105 14 00.     (W)     SCALED    
 LL0606* NAVD 88     -      1666.896  (meters)    5468.81   (feet)  ADJUSTED  
 LL0606  ___________________________________________________________________
 LL0606  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 LL0606  DYNAMIC HT  -        1665.363 (meters)    5463.78  (feet)  COMP
 LL0606  MODELED GRAV-     979,647.3   (mgal)                       NAVD 88
 LL0606
 LL0606  VERT ORDER  -  SECOND    CLASS 0
 LL0606
 LL0606.The horizontal coordinates were scaled from a topographic map and have
 LL0606.an estimated accuracy of +/- 6 seconds.
 LL0606
 LL0606.The orthometric height was determined by differential leveling
 LL0606.and adjusted by the National Geodetic Survey in June 1991..
 LL0606
 LL0606.The geoid height was determined by GEOID03.
 LL0606
 LL0606.The dynamic height is computed by dividing the NAVD 88
 LL0606.geopotential number by the normal gravity value computed on the
 LL0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0606.degrees latitude (g = 980.6199 gals.).
 LL0606
 LL0606.The modeled gravity was interpolated from observed gravity values.
 LL0606
 LL0606;                    North         East    Units  Estimated Accuracy
 LL0606;SPC CO N     -   405,720.      937,090.      MT  (+/- 180 meters Scaled)
 LL0606
 LL0606                          SUPERSEDED SURVEY CONTROL
 LL0606
 LL0606  NGVD 29 (??/??/92) 1665.858  (m)         5465.40   (f) ADJ UNCH    2 0
 LL0606
 LL0606.Superseded values are not recommended for survey control.
 LL0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0606.See file dsdata.txt to determine how the superseded data were derived.
 LL0606
 LL0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE801546(NAD 83)
 LL0606_MARKER: DD = SURVEY DISK
 LL0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0606_STAMPING: E 34 1940 5463.556
 LL0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0606+STABILITY: SURFACE MOTION
 LL0606
 LL0606  HISTORY     - Date     Condition        Report By
 LL0606  HISTORY     - 1940     MONUMENTED       BOR
 LL0606  HISTORY     - 1940     GOOD             NGS
 LL0606  HISTORY     - 19980914 MARK NOT FOUND   USPSQD
 LL0606  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL0606
 LL0606                          STATION DESCRIPTION
 LL0606
 LL0606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LL0606'4.6 MI NE FROM LYONS.
 LL0606'2.5 MILES EAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE AT LYONS,
 LL0606'BOULDER COUNTY, THENCE 0.4 MILE NORTH ALONG A COUNTY ROAD FROM A
 LL0606'RED SANDSTONE SCHOOLHOUSE (DISTRICT NUMBER 8), THENCE 0.1 MILE
 LL0606'WEST ALONG A FIELD ROAD, AND THENCE 1.7 MILES NORTH ALONG A FIELD
 LL0606'ROAD ON THE TOP OF A SMALL RIDGE, 0.5 MILE SOUTH OF A RIGHT-ANGLE
 LL0606'FENCE CORNER, ON THE NORTHEAST SIDE OF THE RIDGE, 50 FEET SOUTH OF
 LL0606'THE CENTER OF A SMALL DRAW, AND 0.5 FOOT WEST OF A NORTH-AND-SOUTH
 LL0606'FENCE.  A UNITED STATES BUREAU OF RECLAMATION STANDARD DISK, STAMPED
 LL0606'E 34 1940 5463.556 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LL0606'0.5 FOOT ABOVE GROUND.
 LL0606
 LL0606                          STATION RECOVERY (1998)
 LL0606
 LL0606'RECOVERY NOTE BY US POWER SQUADRON 1998
 LL0606'MARK NOT FOUND.
 LL0606
 LL0606                          STATION RECOVERY (2001)
 LL0606
 LL0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0606'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0603 ***********************************************************************
 JK0603  DESIGNATION -  E 34
 JK0603  PID         -  JK0603
 JK0603  STATE/COUNTY-  CO/SAGUACHE
 JK0603  USGS QUAD   -  MOFFAT NORTH (1979)
 JK0603
 JK0603                         *CURRENT SURVEY CONTROL
 JK0603  ___________________________________________________________________
 JK0603* NAD 83(1986)-  38 02 19.     (N)    105 54 43.     (W)     SCALED    
 JK0603* NAVD 88     -      2311.880  (meters)    7584.89   (feet)  ADJUSTED  
 JK0603  ___________________________________________________________________
 JK0603  GEOID HEIGHT-         -15.58  (meters)                     GEOID03
 JK0603  DYNAMIC HT  -        2308.972 (meters)    7575.35  (feet)  COMP
 JK0603  MODELED GRAV-     979,288.6   (mgal)                       NAVD 88
 JK0603
 JK0603  VERT ORDER  -  FIRST     CLASS II
 JK0603
 JK0603.The horizontal coordinates were scaled from a topographic map and have
 JK0603.an estimated accuracy of +/- 6 seconds.
 JK0603
 JK0603.The orthometric height was determined by differential leveling
 JK0603.and adjusted by the National Geodetic Survey in June 1991..
 JK0603
 JK0603.The geoid height was determined by GEOID03.
 JK0603
 JK0603.The dynamic height is computed by dividing the NAVD 88
 JK0603.geopotential number by the normal gravity value computed on the
 JK0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0603.degrees latitude (g = 980.6199 gals.).
 JK0603
 JK0603.The modeled gravity was interpolated from observed gravity values.
 JK0603
 JK0603;                    North         East    Units  Estimated Accuracy
 JK0603;SPC CO S     -   457,150.      878,240.      MT  (+/- 180 meters Scaled)
 JK0603
 JK0603                          SUPERSEDED SURVEY CONTROL
 JK0603
 JK0603  NGVD 29 (??/??/92) 2310.624  (m)         7580.77   (f) ADJ UNCH    1 2
 JK0603
 JK0603.Superseded values are not recommended for survey control.
 JK0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0603.See file dsdata.txt to determine how the superseded data were derived.
 JK0603
 JK0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC199104(NAD 83)
 JK0603_MARKER: DB = BENCH MARK DISK
 JK0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0603_STAMPING: E-34, 1933
 JK0603_MARK LOGO: CGS   
 JK0603_PROJECTION: PROJECTING 15 CENTIMETERS
 JK0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0603+STABILITY: SURFACE MOTION
 JK0603
 JK0603  HISTORY     - Date     Condition        Report By
 JK0603  HISTORY     - 1933     MONUMENTED       CGS
 JK0603  HISTORY     - 1968     GOOD             USGS
 JK0603  HISTORY     - 1984     GOOD             NGS
 JK0603
 JK0603                          STATION DESCRIPTION
 JK0603
 JK0603'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JK0603'2.6 MI N FROM MOFFAT.
 JK0603'TO REACH FROM MOFFAT POST OFFICE SAGUACHE COUNTY, DRIVE NORTH ON
 JK0603'STATE HIGHWAY 17, 2.65 MILES ABOUT 0.2 MILES SOUTH OF A COUNTY
 JK0603'ROAD LEADING WEST. ABOUT 260 FEET EAST OF THE CENTER LINE OF THE
 JK0603'HIGHWAY, ABOUT 50 FEET EAST OF THE CENTER LINE OF AN ABANDONED
 JK0603'RAILROAD AND 1.9 FEET WEST OF THE RIGHT OF WAY FENCE.  A STANDARD
 JK0603'DISK, STAMPED 7580.772 E-34 1933 AND SET IN THE TOP OF A CONCRETE
 JK0603'POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 JK0603
 JK0603                          STATION RECOVERY (1984)
 JK0603
 JK0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0603'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.3 KM (2.65
 JK0603'MI) NORTHERLY ALONG STATE HIGHWAY 17 FROM THE POST OFFICE IN MOFFAT,
 JK0603'78.0 M (255.9 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 15.3 M (50.2
 JK0603'FT) EAST OF THE CENTER OF AN OLD RAILROAD GRADE, AND 0.6 M (2.0 FT)
 JK0603'WEST OF A FENCE.  NOTE--DISK IS STAMPED E 34 1933 7580.772.
 JK0603'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JK0603'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0607 ***********************************************************************
 LL0607  DESIGNATION -  E 34 A
 LL0607  PID         -  LL0607
 LL0607  STATE/COUNTY-  CO/BOULDER
 LL0607  USGS QUAD   -  HYGIENE (1979)
 LL0607
 LL0607                         *CURRENT SURVEY CONTROL
 LL0607  ___________________________________________________________________
 LL0607* NAD 83(1986)-  40 13 57.     (N)    105 14 19.     (W)     SCALED    
 LL0607* NAVD 88     -      1655.249  (meters)    5430.60   (feet)  ADJUSTED  
 LL0607  ___________________________________________________________________
 LL0607  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 LL0607  DYNAMIC HT  -        1653.729 (meters)    5425.61  (feet)  COMP
 LL0607  MODELED GRAV-     979,649.0   (mgal)                       NAVD 88
 LL0607
 LL0607  VERT ORDER  -  SECOND    CLASS 0
 LL0607
 LL0607.The horizontal coordinates were scaled from a topographic map and have
 LL0607.an estimated accuracy of +/- 6 seconds.
 LL0607
 LL0607.The orthometric height was determined by differential leveling
 LL0607.and adjusted by the National Geodetic Survey in June 1991..
 LL0607
 LL0607.The geoid height was determined by GEOID03.
 LL0607
 LL0607.The dynamic height is computed by dividing the NAVD 88
 LL0607.geopotential number by the normal gravity value computed on the
 LL0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0607.degrees latitude (g = 980.6199 gals.).
 LL0607
 LL0607.The modeled gravity was interpolated from observed gravity values.
 LL0607
 LL0607;                    North         East    Units  Estimated Accuracy
 LL0607;SPC CO N     -   404,670.      936,650.      MT  (+/- 180 meters Scaled)
 LL0607
 LL0607                          SUPERSEDED SURVEY CONTROL
 LL0607
 LL0607  NGVD 29 (??/??/92) 1654.214  (m)         5427.20   (f) ADJ UNCH    2 0
 LL0607
 LL0607.Superseded values are not recommended for survey control.
 LL0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0607.See file dsdata.txt to determine how the superseded data were derived.
 LL0607
 LL0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE797535(NAD 83)
 LL0607_MARKER: DD = SURVEY DISK
 LL0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0607_STAMPING: E 34 A 1940 5424.355
 LL0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0607+STABILITY: SURFACE MOTION
 LL0607
 LL0607  HISTORY     - Date     Condition        Report By
 LL0607  HISTORY     - 1940     MONUMENTED       BOR
 LL0607  HISTORY     - 1940     GOOD             NGS
 LL0607  HISTORY     - 19980914 GOOD             USPSQD
 LL0607  HISTORY     - 20010331 GOOD             NGS
 LL0607
 LL0607                          STATION DESCRIPTION
 LL0607
 LL0607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 LL0607'4.5 MI NE FROM LYONS.
 LL0607'2.5 MILES EAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE AT LYONS,
 LL0607'BOULDER COUNTY, THENCE 0.4 MILE NORTH ALONG A COUNTY ROAD FROM A RED
 LL0607'SANDSTONE SCHOOLHOUSE (DISTRICT NUMBER 8), THENCE 0.1 MILE WEST
 LL0607'ALONG A FIELD ROAD, THENCE 1.1 MILES NORTH ALONG A FIELD ROAD ON THE
 LL0607'TOP OF A SMALL RIDGE, AND THENCE 0.4 MILE WEST ALONG THE NORTH SIDE
 LL0607'OF AN EAST-AND-WEST FENCE, AT THE EAST TOE OF HOGBACK, 10.5 FEET EAST
 LL0607'OF A T-FENCE CORNER, AND 0.5 FOOT NORTH OF AN EAST-AND-WEST FENCE.
 LL0607'A UNITED STATES BUREAU OF RECLAMATION STANDARD DISK, STAMPED E 34
 LL0607'A 1940 5424.355 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 LL0607'FOOT ABOVE GROUND.
 LL0607
 LL0607                          STATION RECOVERY (1998)
 LL0607
 LL0607'RECOVERY NOTE BY US POWER SQUADRON 1998
 LL0607'RECOVERED IN GOOD CONDITION.
 LL0607
 LL0607                          STATION RECOVERY (2001)
 LL0607
 LL0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0607'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0638 ***********************************************************************
 LL0638  DESIGNATION -  E 34 B
 LL0638  PID         -  LL0638
 LL0638  STATE/COUNTY-  CO/BOULDER
 LL0638  USGS QUAD   -  HYGIENE (1979)
 LL0638
 LL0638                         *CURRENT SURVEY CONTROL
 LL0638  ___________________________________________________________________
 LL0638* NAD 83(1986)-  40 12 42.     (N)    105 14 57.     (W)     SCALED    
 LL0638* NAVD 88     -      1605.447  (meters)    5267.20   (feet)  ADJUSTED  
 LL0638  ___________________________________________________________________
 LL0638  GEOID HEIGHT-         -15.57  (meters)                     GEOID03
 LL0638  DYNAMIC HT  -        1603.977 (meters)    5262.38  (feet)  COMP
 LL0638  MODELED GRAV-     979,654.3   (mgal)                       NAVD 88
 LL0638
 LL0638  VERT ORDER  -  SECOND    CLASS 0
 LL0638
 LL0638.The horizontal coordinates were scaled from a topographic map and have
 LL0638.an estimated accuracy of +/- 6 seconds.
 LL0638
 LL0638.The orthometric height was determined by differential leveling
 LL0638.and adjusted by the National Geodetic Survey in June 1991..
 LL0638
 LL0638.The geoid height was determined by GEOID03.
 LL0638
 LL0638.The dynamic height is computed by dividing the NAVD 88
 LL0638.geopotential number by the normal gravity value computed on the
 LL0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0638.degrees latitude (g = 980.6199 gals.).
 LL0638
 LL0638.The modeled gravity was interpolated from observed gravity values.
 LL0638
 LL0638;                    North         East    Units  Estimated Accuracy
 LL0638;SPC CO N     -   402,350.      935,750.      MT  (+/- 180 meters Scaled)
 LL0638
 LL0638                          SUPERSEDED SURVEY CONTROL
 LL0638
 LL0638  NGVD 29 (??/??/92) 1604.419  (m)         5263.83   (f) ADJ UNCH    2 0
 LL0638
 LL0638.Superseded values are not recommended for survey control.
 LL0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0638.See file dsdata.txt to determine how the superseded data were derived.
 LL0638
 LL0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE787512(NAD 83)
 LL0638_MARKER: DD = SURVEY DISK
 LL0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0638_STAMPING: E 34 B 1940 5261.984
 LL0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0638+STABILITY: SURFACE MOTION
 LL0638
 LL0638  HISTORY     - Date     Condition        Report By
 LL0638  HISTORY     - 1940     MONUMENTED       BOR
 LL0638  HISTORY     - 1951     GOOD             NGS
 LL0638  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0638  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0638  HISTORY     - 19980914 MARK NOT FOUND   USPSQD
 LL0638  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL0638  HISTORY     - 20040223 MARK NOT FOUND   USPSQD
 LL0638
 LL0638                          STATION DESCRIPTION
 LL0638
 LL0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LL0638'1.4 MI SE FROM LYONS.
 LL0638'1.45 MILES SOUTHEAST ALONG STATE HIGHWAYS 7 AND 66 FROM THE POST
 LL0638'OFFICE AT LYONS, AT THE JUNCTION OF STATE HIGHWAYS 7 AND 66, 74
 LL0638'FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 7, 72 FEET SOUTH
 LL0638'OF THE CENTER LINE OF STATE HIGHWAY 66, 22 FEET SOUTH OF THE
 LL0638'SOUTH RAIL OF THE COLORADO AND SOUTHERN RAILROAD, 1.8 FEET NORTH
 LL0638'OF A FENCE CORNER, 2 FEET EAST OF A WITNESS POST, SET IN THE TOP
 LL0638'OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 LL0638
 LL0638                          STATION RECOVERY (1984)
 LL0638
 LL0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0638'MARK NOT FOUND.
 LL0638
 LL0638                          STATION RECOVERY (1984)
 LL0638
 LL0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0638'MARK NOT FOUND.
 LL0638
 LL0638                          STATION RECOVERY (1998)
 LL0638
 LL0638'RECOVERY NOTE BY US POWER SQUADRON 1998
 LL0638'MARK NOT FOUND.
 LL0638
 LL0638                          STATION RECOVERY (2001)
 LL0638
 LL0638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0638'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL0638
 LL0638                          STATION RECOVERY (2004)
 LL0638
 LL0638'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL0638'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0757 ***********************************************************************
 JK0757  DESIGNATION -  E 340
 JK0757  PID         -  JK0757
 JK0757  STATE/COUNTY-  CO/CHAFFEE
 JK0757  USGS QUAD   -  SALIDA EAST (1983)
 JK0757
 JK0757                         *CURRENT SURVEY CONTROL
 JK0757  ___________________________________________________________________
 JK0757* NAD 83(1986)-  38 30 49.     (N)    105 58 11.     (W)     SCALED    
 JK0757* NAVD 88     -      2134.463  (meters)    7002.82   (feet)  ADJUSTED  
 JK0757  ___________________________________________________________________
 JK0757  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 JK0757  DYNAMIC HT  -        2131.897 (meters)    6994.40  (feet)  COMP
 JK0757  MODELED GRAV-     979,350.9   (mgal)                       NAVD 88
 JK0757
 JK0757  VERT ORDER  -  FIRST     CLASS II
 JK0757
 JK0757.The horizontal coordinates were scaled from a topographic map and have
 JK0757.an estimated accuracy of +/- 6 seconds.
 JK0757
 JK0757.The orthometric height was determined by differential leveling
 JK0757.and adjusted by the National Geodetic Survey in June 1991..
 JK0757
 JK0757.The geoid height was determined by GEOID03.
 JK0757
 JK0757.The dynamic height is computed by dividing the NAVD 88
 JK0757.geopotential number by the normal gravity value computed on the
 JK0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0757.degrees latitude (g = 980.6199 gals.).
 JK0757
 JK0757.The modeled gravity was interpolated from observed gravity values.
 JK0757
 JK0757;                    North         East    Units  Estimated Accuracy
 JK0757;SPC CO C     -   380,420.      873,440.      MT  (+/- 180 meters Scaled)
 JK0757
 JK0757                          SUPERSEDED SURVEY CONTROL
 JK0757
 JK0757  NGVD 29 (??/??/92) 2133.062  (m)         6998.22   (f) ADJ UNCH    1 2
 JK0757
 JK0757.Superseded values are not recommended for survey control.
 JK0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0757.See file dsdata.txt to determine how the superseded data were derived.
 JK0757
 JK0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC154632(NAD 83)
 JK0757_MARKER: DB = BENCH MARK DISK
 JK0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0757_SP_SET: CONCRETE POST
 JK0757_STAMPING: E 340 1953
 JK0757_MARK LOGO: CGS   
 JK0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0757+STABILITY: SURFACE MOTION
 JK0757
 JK0757  HISTORY     - Date     Condition        Report By
 JK0757  HISTORY     - 1953     MONUMENTED       CGS
 JK0757  HISTORY     - 1984     GOOD             NGS
 JK0757
 JK0757                          STATION DESCRIPTION
 JK0757
 JK0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0757'2.1 MI SE FROM SALIDA.
 JK0757'2.1 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0757'FROM THE STATION AT SALIDA, AT CLEORA SIDING, 1 1/2 POLES
 JK0757'SOUTHWEST OF MILEPOST 213, 112.5 FEET EAST OF THE NORTHEAST CORNER
 JK0757'OF THE STOCK YARD OFFICE, 58 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 JK0757'OF THE MAIN TRACK, 23 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A
 JK0757'STOCK PEN, 1.8 FEET WEST OF THE WEST SIDE OF A STOCK PEN, 1.2
 JK0757'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 JK0757'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 JK0757
 JK0757                          STATION RECOVERY (1984)
 JK0757
 JK0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0757'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS--9.9 KM (6.15
 JK0757'MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS SOUTH JUNCTION WITH U.S.
 JK0757'HIGHWAY 285 IN PONCHA SPRINGS, THENCE 0.4 KM (0.25 MI) NORTH ALONG
 JK0757'COUNTY ROAD 120.  ADD--0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST.
 JK0757'NOTE--THE MARK IS NOW ABOUT 6 INCHES UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0569 ***********************************************************************
 JK0569  DESIGNATION -  E 341
 JK0569  PID         -  JK0569
 JK0569  STATE/COUNTY-  CO/FREMONT
 JK0569  USGS QUAD   -  ECHO (1980)
 JK0569
 JK0569                         *CURRENT SURVEY CONTROL
 JK0569  ___________________________________________________________________
 JK0569* NAD 83(1986)-  38 25 59.     (N)    105 32 29.     (W)     SCALED    
 JK0569* NAVD 88     -      1860.040  (meters)    6102.48   (feet)  ADJUSTED  
 JK0569  ___________________________________________________________________
 JK0569  GEOID HEIGHT-         -15.15  (meters)                     GEOID03
 JK0569  DYNAMIC HT  -        1857.911 (meters)    6095.50  (feet)  COMP
 JK0569  MODELED GRAV-     979,418.9   (mgal)                       NAVD 88
 JK0569
 JK0569  VERT ORDER  -  FIRST     CLASS II
 JK0569
 JK0569.The horizontal coordinates were scaled from a topographic map and have
 JK0569.an estimated accuracy of +/- 6 seconds.
 JK0569
 JK0569.The orthometric height was determined by differential leveling
 JK0569.and adjusted by the National Geodetic Survey in June 1991..
 JK0569
 JK0569.The geoid height was determined by GEOID03.
 JK0569
 JK0569.The dynamic height is computed by dividing the NAVD 88
 JK0569.geopotential number by the normal gravity value computed on the
 JK0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0569.degrees latitude (g = 980.6199 gals.).
 JK0569
 JK0569.The modeled gravity was interpolated from observed gravity values.
 JK0569
 JK0569;                    North         East    Units  Estimated Accuracy
 JK0569;SPC CO C     -   371,380.      910,790.      MT  (+/- 180 meters Scaled)
 JK0569
 JK0569                          SUPERSEDED SURVEY CONTROL
 JK0569
 JK0569  NGVD 29 (??/??/92) 1858.828  (m)         6098.50   (f) ADJ UNCH    1 2
 JK0569
 JK0569.Superseded values are not recommended for survey control.
 JK0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0569.See file dsdata.txt to determine how the superseded data were derived.
 JK0569
 JK0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC527540(NAD 83)
 JK0569_MARKER: DB = BENCH MARK DISK
 JK0569_SETTING: 80 = SET IN A BOULDER
 JK0569_SP_SET: BOULDER
 JK0569_STAMPING: E 341 1953
 JK0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0569+STABILITY: SURFACE MOTION
 JK0569
 JK0569  HISTORY     - Date     Condition        Report By
 JK0569  HISTORY     - 1953     MONUMENTED       CGS
 JK0569  HISTORY     - 1979     GOOD             USGS
 JK0569
 JK0569                          STATION DESCRIPTION
 JK0569
 JK0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0569'3.1 MI NE FROM TEXAS CREEK.
 JK0569'3.1 MILES NORTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0569'RAILROAD FROM THE STATION AT TEXAS CREEK, 32 YARDS SOUTHEAST OF
 JK0569'MILEPOST 181, 14.5 FEET EAST OF THE EAST RAIL, 1.5 FEET WEST OF A
 JK0569'FENCE, 3.6 FEET ABOVE THE GROUND, SET IN THE TOP OF THE WEST SIDE
 JK0569'OF A 22X35 FOOT GRANITE BOULDER.
 JK0569
 JK0569                          STATION RECOVERY (1979)
 JK0569
 JK0569'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JK0569'3.1 MILES NORTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0569'FROM TEXAS CREEK, 32 YARDS SOUTHEAST OF MILEPOST 181, 14.6 FEET EAST
 JK0569'OF THE EAST RAIL, 1.5 FEET WEST OF THE FENCE, 3.6 FEET ABOVE THE
 JK0569'GROUND, SET IN THE TOP OF THE WEST SIDE OF A 22 X 35 FOOT GRANITE
 JK0569'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0108 ***********************************************************************
 JK0108  DESIGNATION -  E 342
 JK0108  PID         -  JK0108
 JK0108  STATE/COUNTY-  CO/PUEBLO
 JK0108  USGS QUAD   -  HOBSON (1982)
 JK0108
 JK0108                         *CURRENT SURVEY CONTROL
 JK0108  ___________________________________________________________________
 JK0108* NAD 83(1986)-  38 20 51.     (N)    104 56 54.     (W)     SCALED    
 JK0108* NAVD 88     -      1513.199  (meters)    4964.55   (feet)  ADJUSTED  
 JK0108  ___________________________________________________________________
 JK0108  GEOID HEIGHT-         -17.71  (meters)                     GEOID03
 JK0108  DYNAMIC HT  -        1511.591 (meters)    4959.28  (feet)  COMP
 JK0108  MODELED GRAV-     979,513.9   (mgal)                       NAVD 88
 JK0108
 JK0108  VERT ORDER  -  FIRST     CLASS II
 JK0108
 JK0108.The horizontal coordinates were scaled from a topographic map and have
 JK0108.an estimated accuracy of +/- 6 seconds.
 JK0108
 JK0108.The orthometric height was determined by differential leveling
 JK0108.and adjusted by the National Geodetic Survey in June 1991..
 JK0108
 JK0108.The geoid height was determined by GEOID03.
 JK0108
 JK0108.The dynamic height is computed by dividing the NAVD 88
 JK0108.geopotential number by the normal gravity value computed on the
 JK0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0108.degrees latitude (g = 980.6199 gals.).
 JK0108
 JK0108.The modeled gravity was interpolated from observed gravity values.
 JK0108
 JK0108;                    North         East    Units  Estimated Accuracy
 JK0108;SPC CO S     -   491,490.      962,630.      MT  (+/- 180 meters Scaled)
 JK0108
 JK0108                          SUPERSEDED SURVEY CONTROL
 JK0108
 JK0108  NGVD 29 (??/??/92) 1512.270  (m)         4961.51   (f) ADJ UNCH    1 2
 JK0108
 JK0108.Superseded values are not recommended for survey control.
 JK0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0108.See file dsdata.txt to determine how the superseded data were derived.
 JK0108
 JK0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC045443(NAD 83)
 JK0108_MARKER: DB = BENCH MARK DISK
 JK0108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JK0108_SP_SET: ABUTMENT
 JK0108_STAMPING: E 342 1953
 JK0108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0108
 JK0108  HISTORY     - Date     Condition        Report By
 JK0108  HISTORY     - 1953     MONUMENTED       CGS
 JK0108
 JK0108                          STATION DESCRIPTION
 JK0108
 JK0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0108'5.3 MI E FROM PORTLAND.
 JK0108'5.3 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0108'FROM THE STATION AT PORTLAND, 5.5 FEET NORTHEAST OF THE NORTHEAST
 JK0108'RAIL, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHWEST
 JK0108'CONCRETE ABUTMENT OF CONCRETE BRIDGE 140.49.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0129 ***********************************************************************
 JK0129  DESIGNATION -  E 343
 JK0129  PID         -  JK0129
 JK0129  STATE/COUNTY-  CO/PUEBLO
 JK0129  USGS QUAD   -  NORTHEAST PUEBLO (1974)
 JK0129
 JK0129                         *CURRENT SURVEY CONTROL
 JK0129  ___________________________________________________________________
 JK0129* NAD 83(1986)-  38 16 29.     (N)    104 31 35.     (W)     SCALED    
 JK0129* NAVD 88     -      1412.263  (meters)    4633.40   (feet)  ADJUSTED  
 JK0129  ___________________________________________________________________
 JK0129  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 JK0129  DYNAMIC HT  -        1410.802 (meters)    4628.61  (feet)  COMP
 JK0129  MODELED GRAV-     979,545.6   (mgal)                       NAVD 88
 JK0129
 JK0129  VERT ORDER  -  FIRST     CLASS II
 JK0129
 JK0129.The horizontal coordinates were scaled from a topographic map and have
 JK0129.an estimated accuracy of +/- 6 seconds.
 JK0129
 JK0129.The orthometric height was determined by differential leveling
 JK0129.and adjusted by the National Geodetic Survey in June 1991..
 JK0129
 JK0129.The geoid height was determined by GEOID03.
 JK0129
 JK0129.The dynamic height is computed by dividing the NAVD 88
 JK0129.geopotential number by the normal gravity value computed on the
 JK0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0129.degrees latitude (g = 980.6199 gals.).
 JK0129
 JK0129.The modeled gravity was interpolated from observed gravity values.
 JK0129
 JK0129;                    North         East    Units  Estimated Accuracy
 JK0129;SPC CO S     -   483,720.      999,590.      MT  (+/- 180 meters Scaled)
 JK0129
 JK0129                          SUPERSEDED SURVEY CONTROL
 JK0129
 JK0129  NGVD 29 (??/??/92) 1411.427  (m)         4630.66   (f) ADJ UNCH    1 2
 JK0129
 JK0129.Superseded values are not recommended for survey control.
 JK0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0129.See file dsdata.txt to determine how the superseded data were derived.
 JK0129
 JK0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC414364(NAD 83)
 JK0129_MARKER: DB = BENCH MARK DISK
 JK0129_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JK0129_SP_SET: HEADWALL
 JK0129_STAMPING: E 343 1953
 JK0129_MARK LOGO: CGS   
 JK0129_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0129+STABILITY: SURFACE MOTION
 JK0129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0129+SATELLITE: SATELLITE OBSERVATIONS - January 04, 1996
 JK0129
 JK0129  HISTORY     - Date     Condition        Report By
 JK0129  HISTORY     - 1953     MONUMENTED       CGS
 JK0129  HISTORY     - 1954     GOOD             NGS
 JK0129  HISTORY     - 1985     GOOD             NGS
 JK0129  HISTORY     - 19960104 GOOD             CODOT
 JK0129
 JK0129                          STATION DESCRIPTION
 JK0129
 JK0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JK0129'5.0 MI E FROM PUEBLO.
 JK0129'5.05 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 JK0129'FROM THE UNION STATION AT PUEBLO, 13.5 FEET SOUTH OF THE SOUTH
 JK0129'RAIL, 5 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 JK0129'EAST END OF THE SOUTH HEADWALL OF CONCRETE ARCH BRIDGE 613 C.
 JK0129
 JK0129                          STATION RECOVERY (1985)
 JK0129
 JK0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JK0129'RECOVERED IN GOOD CONDITION.  A NEW ROUTE TO THE MARK FOLLOWS.  7.2 KM
 JK0129'(4.45 MI) EASTERLY ALONG THE SANTA FE RAILROAD FROM THE JUNCTION OF
 JK0129'INTERSTATE HIGHWAY 25 IN PUEBLO.
 JK0129
 JK0129                          STATION RECOVERY (1996)
 JK0129
 JK0129'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (PGG)
 JK0129'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0179 ***********************************************************************
 JK0179  DESIGNATION -  E 347
 JK0179  PID         -  JK0179
 JK0179  STATE/COUNTY-  CO/EL PASO
 JK0179  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK0179
 JK0179                         *CURRENT SURVEY CONTROL
 JK0179  ___________________________________________________________________
 JK0179* NAD 83(1986)-  38 46 13.     (N)    104 45 49.     (W)     SCALED    
 JK0179* NAVD 88     -      1763.027  (meters)    5784.20   (feet)  POSTED    
 JK0179  ___________________________________________________________________
 JK0179  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 JK0179  DYNAMIC HT  -        1761.120 (meters)    5777.94  (feet)  COMP
 JK0179  MODELED GRAV-     979,487.1   (mgal)                       NAVD 88
 JK0179
 JK0179  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JK0179
 JK0179.The horizontal coordinates were scaled from a topographic map and have
 JK0179.an estimated accuracy of +/- 6 seconds.
 JK0179
 JK0179.The orthometric height was determined by differential leveling
 JK0179.and adjusted by the National Geodetic Survey in 1992..
 JK0179.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JK0179.rate of 1.1 thru 2.0 mm/km.
 JK0179
 JK0179.The geoid height was determined by GEOID03.
 JK0179
 JK0179.The dynamic height is computed by dividing the NAVD 88
 JK0179.geopotential number by the normal gravity value computed on the
 JK0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0179.degrees latitude (g = 980.6199 gals.).
 JK0179
 JK0179.The modeled gravity was interpolated from observed gravity values.
 JK0179
 JK0179;                    North         East    Units  Estimated Accuracy
 JK0179;SPC CO C     -   409,070.      978,400.      MT  (+/- 180 meters Scaled)
 JK0179
 JK0179                          SUPERSEDED SURVEY CONTROL
 JK0179
 JK0179  NGVD 29 (??/??/92) 1761.993  (m)         5780.81   (f) ADJ UNCH    1 2
 JK0179
 JK0179.Superseded values are not recommended for survey control.
 JK0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0179.See file dsdata.txt to determine how the superseded data were derived.
 JK0179
 JK0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC205913(NAD 83)
 JK0179_MARKER: DB = BENCH MARK DISK
 JK0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0179_STAMPING: E 347 1953
 JK0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0179+STABILITY: SURFACE MOTION
 JK0179
 JK0179  HISTORY     - Date     Condition        Report By
 JK0179  HISTORY     - 1953     MONUMENTED       CGS
 JK0179  HISTORY     - 1983     MARK NOT FOUND   NGS
 JK0179  HISTORY     - 19970805 MARK NOT FOUND   USPSQD
 JK0179  HISTORY     - 20020119 MARK NOT FOUND   USPSQD
 JK0179
 JK0179                          STATION DESCRIPTION
 JK0179
 JK0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0179'6 MI SE FROM COLORADO SPRINGS.
 JK0179'6.0 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0179'FROM THE STATION AT COLORADO SPRINGS, 10 1/2 RAILS SOUTHEAST OF
 JK0179'MILEPOST 81, 4 1/2 RAILS NORTHWEST OF A GRAVELED ROAD CROSSING,
 JK0179'20.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 65 FEET NORTHEAST OF THE
 JK0179'CENTER LINE OF U.S. HIGHWAYS 85 AND 87, 29 FEET NORTHWEST OF A
 JK0179'TELEPHONE POLE, 2.7 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP
 JK0179'OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 JK0179
 JK0179                          STATION RECOVERY (1983)
 JK0179
 JK0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JK0179'MARK NOT FOUND.
 JK0179
 JK0179                          STATION RECOVERY (1997)
 JK0179
 JK0179'RECOVERY NOTE BY US POWER SQUADRON 1997
 JK0179'MARK NOT FOUND.
 JK0179
 JK0179                          STATION RECOVERY (2002)
 JK0179
 JK0179'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 JK0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0054 ***********************************************************************
 JK0054  DESIGNATION -  E 348
 JK0054  PID         -  JK0054
 JK0054  STATE/COUNTY-  CO/PUEBLO
 JK0054  USGS QUAD   -  PINON (1974)
 JK0054
 JK0054                         *CURRENT SURVEY CONTROL
 JK0054  ___________________________________________________________________
 JK0054* NAD 83(1986)-  38 27 01.     (N)    104 36 17.     (W)     SCALED    
 JK0054* NAVD 88     -      1533.168  (meters)    5030.07   (feet)  ADJUSTED  
 JK0054  ___________________________________________________________________
 JK0054  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 JK0054  DYNAMIC HT  -        1531.565 (meters)    5024.81  (feet)  COMP
 JK0054  MODELED GRAV-     979,529.7   (mgal)                       NAVD 88
 JK0054
 JK0054  VERT ORDER  -  FIRST     CLASS II
 JK0054
 JK0054.The horizontal coordinates were scaled from a topographic map and have
 JK0054.an estimated accuracy of +/- 6 seconds.
 JK0054
 JK0054.The orthometric height was determined by differential leveling
 JK0054.and adjusted by the National Geodetic Survey in June 1991..
 JK0054
 JK0054.The geoid height was determined by GEOID03.
 JK0054
 JK0054.The dynamic height is computed by dividing the NAVD 88
 JK0054.geopotential number by the normal gravity value computed on the
 JK0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0054.degrees latitude (g = 980.6199 gals.).
 JK0054
 JK0054.The modeled gravity was interpolated from observed gravity values.
 JK0054
 JK0054;                    North         East    Units  Estimated Accuracy
 JK0054;SPC CO S     -   503,130.      992,550.      MT  (+/- 180 meters Scaled)
 JK0054
 JK0054                          SUPERSEDED SURVEY CONTROL
 JK0054
 JK0054  NGVD 29 (??/??/92) 1532.272  (m)         5027.13   (f) ADJ UNCH    1 2
 JK0054
 JK0054.Superseded values are not recommended for survey control.
 JK0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0054.See file dsdata.txt to determine how the superseded data were derived.
 JK0054
 JK0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC344558(NAD 83)
 JK0054_MARKER: DB = BENCH MARK DISK
 JK0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0054_STAMPING: E 348 1953
 JK0054_MARK LOGO: CGS   
 JK0054_PROJECTION: FLUSH
 JK0054_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0054+STABILITY: SURFACE MOTION
 JK0054
 JK0054  HISTORY     - Date     Condition        Report By
 JK0054  HISTORY     - 1953     MONUMENTED       CGS
 JK0054  HISTORY     - 1954     GOOD             NGS
 JK0054  HISTORY     - 1983     GOOD             NGS
 JK0054  HISTORY     - 19960201 GOOD             CODOT
 JK0054
 JK0054                          STATION DESCRIPTION
 JK0054
 JK0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JK0054'14.2 MI N FROM PUEBLO.
 JK0054'14.25 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0054'FROM THE UNION STATION AT PUEBLO, 0.15 MILE SOUTH OF MILEPOST 105,
 JK0054'0.15 MILE NORTH OF THE SECTION FOREMANS HOUSE AT PINON, 50.9 FEET
 JK0054'EAST OF THE EAST RAIL OF THE MAIN TRACK, 3 FEET SOUTH OF A WITNESS
 JK0054'POST, 2 FEET WEST OF A FENCE, 4 FEET BELOW THE TOP OF THE RAILS, SET
 JK0054'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 JK0054'GROUND.
 JK0054
 JK0054                          STATION RECOVERY (1983)
 JK0054
 JK0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JK0054'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  23.1 KM
 JK0054'(14.35 MI) NORTHERLY ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0054'FROM THE UNION PACIFIC RAILROAD STATION IN PUEBLO, 0.4 KM (0.25 MI)
 JK0054'NORTH OF THE INTERSECTION OF A GRAVELED ROAD LEADING EAST, 0.2 KM
 JK0054'(0.1 MI) SOUTH OF MILEPOST 105, 59.4 METERS (194.9 FT) NORTH OF THE
 JK0054'NORTHEAST CORNER OF BRIDGE NUMBER 105.19, 30.7 METERS (100.7 FT)
 JK0054'SOUTHEAST OF UTILITY POLE NUMBER 43 F, AND 15.6 METERS (51.2 FT) EAST
 JK0054'OF THE NEAR RAIL.
 JK0054'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST AND FENCE
 JK0054'THE MARK IS 1.2 M BELOW THE TRACKS.
 JK0054
 JK0054                          STATION RECOVERY (1996)
 JK0054
 JK0054'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (PG)
 JK0054'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0136 ***********************************************************************
 JK0136  DESIGNATION -  E 349
 JK0136  PID         -  JK0136
 JK0136  STATE/COUNTY-  CO/PUEBLO
 JK0136  USGS QUAD   -  SOUTHWEST PUEBLO (1994)
 JK0136
 JK0136                         *CURRENT SURVEY CONTROL
 JK0136  ___________________________________________________________________
 JK0136* NAD 83(1986)-  38 14 49.     (N)    104 38 41.     (W)     SCALED    
 JK0136* NAVD 88     -      1464.998  (meters)    4806.41   (feet)  ADJUSTED  
 JK0136  ___________________________________________________________________
 JK0136  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 JK0136  DYNAMIC HT  -        1463.462 (meters)    4801.37  (feet)  COMP
 JK0136  MODELED GRAV-     979,529.2   (mgal)                       NAVD 88
 JK0136
 JK0136  VERT ORDER  -  FIRST     CLASS II
 JK0136
 JK0136.The horizontal coordinates were scaled from a topographic map and have
 JK0136.an estimated accuracy of +/- 6 seconds.
 JK0136
 JK0136.The orthometric height was determined by differential leveling
 JK0136.and adjusted by the National Geodetic Survey in June 1991..
 JK0136
 JK0136.The geoid height was determined by GEOID03.
 JK0136
 JK0136.The dynamic height is computed by dividing the NAVD 88
 JK0136.geopotential number by the normal gravity value computed on the
 JK0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0136.degrees latitude (g = 980.6199 gals.).
 JK0136
 JK0136.The modeled gravity was interpolated from observed gravity values.
 JK0136
 JK0136;                    North         East    Units  Estimated Accuracy
 JK0136;SPC CO S     -   480,530.      989,270.      MT  (+/- 180 meters Scaled)
 JK0136
 JK0136                          SUPERSEDED SURVEY CONTROL
 JK0136
 JK0136  NGVD 29 (??/??/92) 1464.123  (m)         4803.54   (f) ADJ UNCH    1 2
 JK0136
 JK0136.Superseded values are not recommended for survey control.
 JK0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0136.See file dsdata.txt to determine how the superseded data were derived.
 JK0136
 JK0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC310332(NAD 83)
 JK0136_MARKER: DB = BENCH MARK DISK
 JK0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0136_STAMPING: E 349 1953
 JK0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0136+STABILITY: SURFACE MOTION
 JK0136
 JK0136  HISTORY     - Date     Condition        Report By
 JK0136  HISTORY     - 1953     MONUMENTED       CGS
 JK0136  HISTORY     - 1984     MARK NOT FOUND   NGS
 JK0136  HISTORY     - 19960104 MARK NOT FOUND   CODOT
 JK0136
 JK0136                          STATION DESCRIPTION
 JK0136
 JK0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0136'5.4 MI SW FROM PUEBLO.
 JK0136'3.0 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JK0136'THE STATION AT PUEBLO, THENCE 0.1 MILE SOUTH ACROSS COUNTRY, THENCE
 JK0136'0.6 MILE SOUTH ALONG SOUTH PARK STREET, THENCE 1.0 MILE EAST ALONG
 JK0136'STATE HIGHWAY 96, THENCE 0.7 MILE SOUTH ALONG PRAIRIE, AVENUE 31.3
 JK0136'FEET NORTHEAST OF THE SOUTH CONTROL TOWER AT PUEBLO AIRPORT 1, 3
 JK0136'FEET WEST OF A SMALL CEDAR TREE, SET IN THE TOP OF A CONCRETE POST
 JK0136'WHICH IS FLUSH WITH THE GROUND.
 JK0136
 JK0136                          STATION RECOVERY (1984)
 JK0136
 JK0136'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0136'THIS AREA IS NOW A SHOPPING CENTER.
 JK0136
 JK0136                          STATION RECOVERY (1996)
 JK0136
 JK0136'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (PG)
 JK0136'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0233 ***********************************************************************
 HL0233  DESIGNATION -  E 35
 HL0233  PID         -  HL0233
 HL0233  STATE/COUNTY-  CO/LA PLATA
 HL0233  USGS QUAD   -  DURANGO WEST (1963)
 HL0233
 HL0233                         *CURRENT SURVEY CONTROL
 HL0233  ___________________________________________________________________
 HL0233* NAD 83(1986)-  37 16 09.     (N)    107 54 45.     (W)     SCALED    
 HL0233* NAVD 88     -      2030.765  (meters)    6662.60   (feet)  POSTED    
 HL0233  ___________________________________________________________________
 HL0233  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 HL0233  DYNAMIC HT  -        2028.080 (meters)    6653.79  (feet)  COMP
 HL0233  MODELED GRAV-     979,236.7   (mgal)                       NAVD 88
 HL0233
 HL0233  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HL0233
 HL0233.The horizontal coordinates were scaled from a topographic map and have
 HL0233.an estimated accuracy of +/- 6 seconds.
 HL0233
 HL0233.The orthometric height was determined by differential leveling
 HL0233.and adjusted by the National Geodetic Survey in 1992..
 HL0233.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HL0233.rate of 0.0 thru 1.0 mm/km.
 HL0233
 HL0233.The geoid height was determined by GEOID03.
 HL0233
 HL0233.The dynamic height is computed by dividing the NAVD 88
 HL0233.geopotential number by the normal gravity value computed on the
 HL0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0233.degrees latitude (g = 980.6199 gals.).
 HL0233
 HL0233.The modeled gravity was interpolated from observed gravity values.
 HL0233
 HL0233;                    North         East    Units  Estimated Accuracy
 HL0233;SPC CO S     -   374,430.      700,450.      MT  (+/- 180 meters Scaled)
 HL0233
 HL0233                          SUPERSEDED SURVEY CONTROL
 HL0233
 HL0233  NGVD 29 (??/??/92) 2029.456  (m)         6658.31   (f) ADJ UNCH    1 2
 HL0233
 HL0233.Superseded values are not recommended for survey control.
 HL0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0233.See file dsdata.txt to determine how the superseded data were derived.
 HL0233
 HL0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB417287(NAD 83)
 HL0233_MARKER: DB = BENCH MARK DISK
 HL0233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0233_STAMPING: E 35 1934
 HL0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0233+STABILITY: SURFACE MOTION
 HL0233
 HL0233  HISTORY     - Date     Condition        Report By
 HL0233  HISTORY     - 1934     MONUMENTED       CGS
 HL0233  HISTORY     - 1961     GOOD             USGS
 HL0233  HISTORY     - 1984     MARK NOT FOUND   NGS
 HL0233
 HL0233                          STATION DESCRIPTION
 HL0233
 HL0233'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 HL0233'2 MI W FROM DURANGO.
 HL0233'TO REACH FROM THE JCT. OF U.S. HWYS. 160 AND 550 IN DURANGO, GO WEST
 HL0233'ON U.S. HWY. 160 FOR 1.5 MILES, THENCE RIGHT OFF HWY. ALONG OLD R.R.
 HL0233'GRADE FOR 0.3 MI. TO BM.  THE BM IS 9 FT. S. OF CENTER OF OLD R.R.
 HL0233'GRADE AND 15 FT. N. OF CENTER OF OLD HWY.  A STANDARD USC AND GS
 HL0233'TABLET STAMPED E 35 1934 AND SET IN THE TOP OF A CONC. POST.
 HL0233
 HL0233                          STATION RECOVERY (1984)
 HL0233
 HL0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HL0233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0916 ***********************************************************************
 KK0916  DESIGNATION -  E 350
 KK0916  PID         -  KK0916
 KK0916  STATE/COUNTY-  CO/PARK
 KK0916  USGS QUAD   -  GARO (1994)
 KK0916
 KK0916                         *CURRENT SURVEY CONTROL
 KK0916  ___________________________________________________________________
 KK0916* NAD 83(1986)-  39 00 24.     (N)    105 58 07.     (W)     SCALED    
 KK0916* NAVD 88     -      2744.218  (meters)    9003.32   (feet)  ADJUSTED  
 KK0916  ___________________________________________________________________
 KK0916  GEOID HEIGHT-         -13.62  (meters)                     GEOID03
 KK0916  DYNAMIC HT  -        2740.743 (meters)    8991.92  (feet)  COMP
 KK0916  MODELED GRAV-     979,262.0   (mgal)                       NAVD 88
 KK0916
 KK0916  VERT ORDER  -  FIRST     CLASS II
 KK0916
 KK0916.The horizontal coordinates were scaled from a topographic map and have
 KK0916.an estimated accuracy of +/- 6 seconds.
 KK0916
 KK0916.The orthometric height was determined by differential leveling
 KK0916.and adjusted by the National Geodetic Survey in June 1991..
 KK0916
 KK0916.The geoid height was determined by GEOID03.
 KK0916
 KK0916.The dynamic height is computed by dividing the NAVD 88
 KK0916.geopotential number by the normal gravity value computed on the
 KK0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0916.degrees latitude (g = 980.6199 gals.).
 KK0916
 KK0916.The modeled gravity was interpolated from observed gravity values.
 KK0916
 KK0916;                    North         East    Units  Estimated Accuracy
 KK0916;SPC CO C     -   435,150.      873,810.      MT  (+/- 180 meters Scaled)
 KK0916
 KK0916                          SUPERSEDED SURVEY CONTROL
 KK0916
 KK0916  NGVD 29 (??/??/92) 2742.646  (m)         8998.16   (f) ADJ UNCH    1 2
 KK0916
 KK0916.Superseded values are not recommended for survey control.
 KK0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0916.See file dsdata.txt to determine how the superseded data were derived.
 KK0916
 KK0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD161179(NAD 83)
 KK0916_MARKER: DB = BENCH MARK DISK
 KK0916_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0916_SP_SET: CULVERT
 KK0916_STAMPING: E 350 1954
 KK0916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0916
 KK0916  HISTORY     - Date     Condition        Report By
 KK0916  HISTORY     - 1954     MONUMENTED       CGS
 KK0916
 KK0916                          STATION DESCRIPTION
 KK0916
 KK0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK0916'5.8 MI N FROM ANTERO JUNCTION.
 KK0916'5.85 MILES NORTH ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION WITH
 KK0916'U.S. HIGHWAY 24 AT ANTERO JUNCTION, 0.1 MILE SOUTHEAST OF A
 KK0916'RANCH HOUSE, 25 FEET NORTHEAST OF THE CENTER LINE OF THE
 KK0916'HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 KK0916'HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0217 ***********************************************************************
 KL0217  DESIGNATION -  E 351
 KL0217  PID         -  KL0217
 KL0217  STATE/COUNTY-  CO/CHAFFEE
 KL0217  USGS QUAD   -  SOUTH PEAK (1994)
 KL0217
 KL0217                         *CURRENT SURVEY CONTROL
 KL0217  ___________________________________________________________________
 KL0217* NAD 83(1986)-  39 01 47.     (N)    106 14 45.     (W)     SCALED    
 KL0217* NAVD 88     -      2710.073  (meters)    8891.30   (feet)  ADJUSTED  
 KL0217  ___________________________________________________________________
 KL0217  GEOID HEIGHT-         -13.34  (meters)                     GEOID03
 KL0217  DYNAMIC HT  -        2706.540 (meters)    8879.71  (feet)  COMP
 KL0217  MODELED GRAV-     979,226.5   (mgal)                       NAVD 88
 KL0217
 KL0217  VERT ORDER  -  FIRST     CLASS II
 KL0217
 KL0217.The horizontal coordinates were scaled from a topographic map and have
 KL0217.an estimated accuracy of +/- 6 seconds.
 KL0217
 KL0217.The orthometric height was determined by differential leveling
 KL0217.and adjusted by the National Geodetic Survey in June 1991..
 KL0217
 KL0217.The geoid height was determined by GEOID03.
 KL0217
 KL0217.The dynamic height is computed by dividing the NAVD 88
 KL0217.geopotential number by the normal gravity value computed on the
 KL0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0217.degrees latitude (g = 980.6199 gals.).
 KL0217
 KL0217.The modeled gravity was interpolated from observed gravity values.
 KL0217
 KL0217;                    North         East    Units  Estimated Accuracy
 KL0217;SPC CO C     -   437,870.      849,830.      MT  (+/- 180 meters Scaled)
 KL0217
 KL0217                          SUPERSEDED SURVEY CONTROL
 KL0217
 KL0217  NGVD 29 (??/??/92) 2708.384  (m)         8885.76   (f) ADJ UNCH    1 2
 KL0217
 KL0217.Superseded values are not recommended for survey control.
 KL0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0217.See file dsdata.txt to determine how the superseded data were derived.
 KL0217
 KL0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD921208(NAD 83)
 KL0217_MARKER: DB = BENCH MARK DISK
 KL0217_SETTING: 66 = SET IN ROCK OUTCROP
 KL0217_SP_SET: GRANITE OUTCROP
 KL0217_STAMPING: E 351 1958
 KL0217_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0217+STABILITY: POSITION/ELEVATION WELL
 KL0217
 KL0217  HISTORY     - Date     Condition        Report By
 KL0217  HISTORY     - 1958     MONUMENTED       CGS
 KL0217
 KL0217                          STATION DESCRIPTION
 KL0217
 KL0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 KL0217'1.5 MI SE FROM YALE.
 KL0217'ABOUT 1.5 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE RAILROAD
 KL0217'FROM THE STATION AT YALE, IN THE TOP OF A GRANITE OUTCROP, ABOUT 0.2
 KL0217'MILE NORTHWEST OF A PRIVATE ROAD CROSSING, AT THE FOOT OF A SHEER
 KL0217'ROCKY CLIFF, 41 FEET NORTHEAST OF THE NORTHEAST RAIL, 24 FEET
 KL0217'NORTHEAST OF THE NORTHEAST RAILROAD RIGHT OF WAY FENCE, AND ABOUT 7
 KL0217'FEET ABOVE THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0159 ***********************************************************************
 KK0159  DESIGNATION -  E 354
 KK0159  PID         -  KK0159
 KK0159  STATE/COUNTY-  CO/EL PASO
 KK0159  USGS QUAD   -  MONUMENT (1986)
 KK0159
 KK0159                         *CURRENT SURVEY CONTROL
 KK0159  ___________________________________________________________________
 KK0159* NAD 83(1986)-  39 01 51.     (N)    104 50 51.     (W)     SCALED    
 KK0159* NAVD 88     -      2026.078  (meters)    6647.22   (feet)  ADJUSTED  
 KK0159  ___________________________________________________________________
 KK0159  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 KK0159  DYNAMIC HT  -        2023.835 (meters)    6639.87  (feet)  COMP
 KK0159  MODELED GRAV-     979,448.5   (mgal)                       NAVD 88
 KK0159
 KK0159  VERT ORDER  -  FIRST     CLASS II
 KK0159
 KK0159.The horizontal coordinates were scaled from a topographic map and have
 KK0159.an estimated accuracy of +/- 6 seconds.
 KK0159
 KK0159.The orthometric height was determined by differential leveling
 KK0159.and adjusted by the National Geodetic Survey in June 1991..
 KK0159
 KK0159.The geoid height was determined by GEOID03.
 KK0159
 KK0159.The dynamic height is computed by dividing the NAVD 88
 KK0159.geopotential number by the normal gravity value computed on the
 KK0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0159.degrees latitude (g = 980.6199 gals.).
 KK0159
 KK0159.The modeled gravity was interpolated from observed gravity values.
 KK0159
 KK0159;                    North         East    Units  Estimated Accuracy
 KK0159;SPC CO C     -   437,930.      970,900.      MT  (+/- 180 meters Scaled)
 KK0159
 KK0159                          SUPERSEDED SURVEY CONTROL
 KK0159
 KK0159  NGVD 29 (??/??/92) 2024.912  (m)         6643.40   (f) ADJ UNCH    1 2
 KK0159
 KK0159.Superseded values are not recommended for survey control.
 KK0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0159.See file dsdata.txt to determine how the superseded data were derived.
 KK0159
 KK0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED132202(NAD 83)
 KK0159_MARKER: DB = BENCH MARK DISK
 KK0159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0159_SP_SET: BRIDGE
 KK0159_STAMPING: E 354 1954
 KK0159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0159
 KK0159  HISTORY     - Date     Condition        Report By
 KK0159  HISTORY     - 1954     MONUMENTED       CGS
 KK0159  HISTORY     - 1968     GOOD             USE
 KK0159
 KK0159                          STATION DESCRIPTION
 KK0159
 KK0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK0159'4.7 MI S FROM MONUMENT.
 KK0159'0.2 MILE WEST ALONG A GRAVELED STREET FROM THE GRADE SCHOOL AT
 KK0159'MONUMENT, THENCE 4.5 MILES SOUTH ALONG THE DENVER AND RIO GRANDE
 KK0159'WESTERN RAILROAD, 6.5 FEET EAST OF THE EAST RAIL, 1.4 FEET BELOW
 KK0159'THE TOP OF THE RAILS, SET IN THE TOP OF THE EAST END OF THE SOUTH
 KK0159'ABUTMENT OF BRIDGE 60.51.
 KK0159
 KK0159                          STATION RECOVERY (1968)
 KK0159
 KK0159'RECOVERY NOTE BY US ENGINEERS 1968
 KK0159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0557 ***********************************************************************
 KK0557  DESIGNATION -  E 355
 KK0557  PID         -  KK0557
 KK0557  STATE/COUNTY-  CO/ARAPAHOE
 KK0557  USGS QUAD   -  LITTLETON (1994)
 KK0557
 KK0557                         *CURRENT SURVEY CONTROL
 KK0557  ___________________________________________________________________
 KK0557* NAD 83(1986)-  39 35 25.     (N)    105 01 19.     (W)     SCALED    
 KK0557* NAVD 88     -      1643.180  (meters)    5391.00   (feet)  ADJUSTED  
 KK0557  ___________________________________________________________________
 KK0557  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 KK0557  DYNAMIC HT  -        1641.561 (meters)    5385.69  (feet)  COMP
 KK0557  MODELED GRAV-     979,584.3   (mgal)                       NAVD 88
 KK0557
 KK0557  VERT ORDER  -  FIRST     CLASS II
 KK0557
 KK0557.The horizontal coordinates were scaled from a topographic map and have
 KK0557.an estimated accuracy of +/- 6 seconds.
 KK0557
 KK0557.The orthometric height was determined by differential leveling
 KK0557.and adjusted by the National Geodetic Survey in June 1991..
 KK0557
 KK0557.The geoid height was determined by GEOID03.
 KK0557
 KK0557.The dynamic height is computed by dividing the NAVD 88
 KK0557.geopotential number by the normal gravity value computed on the
 KK0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0557.degrees latitude (g = 980.6199 gals.).
 KK0557
 KK0557.The modeled gravity was interpolated from observed gravity values.
 KK0557
 KK0557;                    North         East    Units  Estimated Accuracy
 KK0557;SPC CO C     -   499,950.      955,470.      MT  (+/- 180 meters Scaled)
 KK0557
 KK0557                          SUPERSEDED SURVEY CONTROL
 KK0557
 KK0557  NGVD 29 (??/??/??) 1642.251  (m)         5387.95   (f) ADJUSTED    1 2
 KK0557
 KK0557.Superseded values are not recommended for survey control.
 KK0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0557.See file dsdata.txt to determine how the superseded data were derived.
 KK0557
 KK0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD981822(NAD 83)
 KK0557_MARKER: DB = BENCH MARK DISK
 KK0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0557_STAMPING: E 355 1954
 KK0557_MARK LOGO: CGS   
 KK0557_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0557+STABILITY: SURFACE MOTION
 KK0557
 KK0557  HISTORY     - Date     Condition        Report By
 KK0557  HISTORY     - 1954     MONUMENTED       CGS
 KK0557  HISTORY     - 1955     GOOD             NGS
 KK0557  HISTORY     - 1982     GOOD             NGS
 KK0557  HISTORY     - 1983     GOOD             NGS
 KK0557  HISTORY     - 19940714 GOOD             MSAM
 KK0557
 KK0557                          STATION DESCRIPTION
 KK0557
 KK0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK0557'1.7 MI S FROM LITTLETON.
 KK0557'1.7 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN
 KK0557'RAILROAD FROM THE STATION AT LITTLETON, 2 POLES NORTH OF MILEPOST
 KK0557'12, OF THE DENVER AND RIO GRANDE WESTERN RAILROAD, 1 POLE
 KK0557'SOUTH OF MILEPOST 725 OF THE ATCHISON, TOPEKA AND SANTA FE
 KK0557'RAILROAD, 48.4 FEET EAST OF THE EAST RAIL OF THE DENVER AND
 KK0557'RIO GRANDE WESTERN RAILROAD, 77 FEET WEST OF THE WEST RAIL OF THE
 KK0557'ATCHISON, TOPEKA AND SANTA FE RAILROAD, 2 FEET NORTH OF A WITNESS
 KK0557'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 KK0557'ABOVE THE GROUND.
 KK0557
 KK0557                          STATION RECOVERY (1955)
 KK0557
 KK0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0557'RECOVERED IN GOOD CONDITION.
 KK0557
 KK0557                          STATION RECOVERY (1982)
 KK0557
 KK0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0557'A WITNESS POST WAS ADDED AND IT IS 2.4 M (8 FT) WEST OF THE CENTER OF
 KK0557'A TRACK ROAD BETWEEN THE TRACKS.
 KK0557
 KK0557                          STATION RECOVERY (1983)
 KK0557
 KK0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0557'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 KK0557'0.3 METER (1.0 FT) SOUTH OF A WITNESS POST.
 KK0557
 KK0557                          STATION RECOVERY (1994)
 KK0557
 KK0557'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1994 (MH)
 KK0557'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0303 ***********************************************************************
 LL0303  DESIGNATION -  E 356
 LL0303  PID         -  LL0303
 LL0303  STATE/COUNTY-  CO/WELD
 LL0303  USGS QUAD   -  NUNN (1975)
 LL0303
 LL0303                         *CURRENT SURVEY CONTROL
 LL0303  ___________________________________________________________________
 LL0303* NAD 83(1986)-  40 42 37.     (N)    104 47 28.     (W)     SCALED    
 LL0303* NAVD 88     -      1588.657  (meters)    5212.12   (feet)  ADJUSTED  
 LL0303  ___________________________________________________________________
 LL0303  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 LL0303  DYNAMIC HT  -        1587.322 (meters)    5207.74  (feet)  COMP
 LL0303  MODELED GRAV-     979,728.0   (mgal)                       NAVD 88
 LL0303
 LL0303  VERT ORDER  -  FIRST     CLASS II
 LL0303
 LL0303.The horizontal coordinates were scaled from a topographic map and have
 LL0303.an estimated accuracy of +/- 6 seconds.
 LL0303
 LL0303.The orthometric height was determined by differential leveling
 LL0303.and adjusted by the National Geodetic Survey in June 1991..
 LL0303
 LL0303.The geoid height was determined by GEOID03.
 LL0303
 LL0303.The dynamic height is computed by dividing the NAVD 88
 LL0303.geopotential number by the normal gravity value computed on the
 LL0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0303.degrees latitude (g = 980.6199 gals.).
 LL0303
 LL0303.The modeled gravity was interpolated from observed gravity values.
 LL0303
 LL0303;                    North         East    Units  Estimated Accuracy
 LL0303;SPC CO N     -   457,930.      974,300.      MT  (+/- 180 meters Scaled)
 LL0303
 LL0303                          SUPERSEDED SURVEY CONTROL
 LL0303
 LL0303  NGVD 29 (??/??/??) 1587.763  (m)         5209.19   (f) ADJUSTED    1 2
 LL0303
 LL0303.Superseded values are not recommended for survey control.
 LL0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0303.See file dsdata.txt to determine how the superseded data were derived.
 LL0303
 LL0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF176066(NAD 83)
 LL0303_MARKER: DB = BENCH MARK DISK
 LL0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0303_STAMPING: E 356 1954
 LL0303_MARK LOGO: CGS   
 LL0303_PROJECTION: RECESSED 60 CENTIMETERS
 LL0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0303+STABILITY: SURFACE MOTION
 LL0303
 LL0303  HISTORY     - Date     Condition        Report By
 LL0303  HISTORY     - 1954     MONUMENTED       CGS
 LL0303  HISTORY     - 1956     GOOD             NGS
 LL0303  HISTORY     - 1983     MARK NOT FOUND   NGS
 LL0303  HISTORY     - 1983     GOOD             CGS
 LL0303  HISTORY     - 1984     GOOD             NGS
 LL0303
 LL0303                          STATION DESCRIPTION
 LL0303
 LL0303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0303'0.8 MI NW FROM NUNN.
 LL0303'0.35 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL0303'STATION AT NUNN, THENCE 0.5 MILE WEST ALONG A GRAVELED ROAD, 36
 LL0303'FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST GRAVELED ROAD,
 LL0303'32 FEET EAST OF THE EXTENDED CENTER LINE OF A GRAVELED ROAD LEADING
 LL0303'SOUTH, 12 FEET SOUTH OF A TELEPHONE POLE, 11 FEET EAST OF THE
 LL0303'CENTER LINE OF A LEVEE, AT THE FOOT OF THE LEVEE, 2 FEET SOUTH OF
 LL0303'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LL0303'0.3 FOOT ABOVE THE GROUND, IN THE SOUTHWEST 1/4 OF SECTION 28,
 LL0303'TOWNSHIP 9 NORTH, RANGE 66 WEST.
 LL0303
 LL0303                          STATION RECOVERY (1983)
 LL0303
 LL0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0303'MARK NOT FOUND.
 LL0303
 LL0303                          STATION RECOVERY (1983)
 LL0303
 LL0303'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1983
 LL0303'ADDITIONS DESC: THE TELEPHONE POLE NO. 12 IS NO GONE AND THE BENCH
 LL0303'MARK IS NO 2.1 M (7 FT) NORTH OF A OVERHEAD GUY POLE FOR A POWERLINE
 LL0303'TO THE SOUTH. IT MAYBE NECESSARY TO DIG DOWN IN A BANK OF BLOW DIRT
 LL0303'TO FINE THE MARK.
 LL0303
 LL0303                          STATION RECOVERY (1984)
 LL0303
 LL0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0303'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.8 KM
 LL0303'(0.5 MI) NORTH ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH 4TH STREET
 LL0303'IN NUNN, THENCE 0.8 KM (0.5 MI) WEST ALONG COUNTY ROAD 100, AT THE
 LL0303'INTERSECTION OF COUNTY ROAD 29, 11.1 METERS (36.4 FT) NORTH OF THE
 LL0303'CENTERLINE OF THE ROAD, 10.4 METERS (34.1 FT) EAST OF THE CENTER OF A
 LL0303'TRACK ROAD LEADING NORTH, 4.1 METERS (13.5 FT) EAST OF A TELEPHONE
 LL0303'LINE JUNCTION BOX, AND 2.1 METERS (6.9 FT) NORTH OF A UTILITY POLE.
 LL0303'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 LL0303'THE MARK IS 0.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0487 ***********************************************************************
 LL0487  DESIGNATION -  E 357
 LL0487  PID         -  LL0487
 LL0487  STATE/COUNTY-  CO/LARIMER
 LL0487  USGS QUAD   -  FORT COLLINS (1984)
 LL0487
 LL0487                         *CURRENT SURVEY CONTROL
 LL0487  ___________________________________________________________________
 LL0487* NAD 83(1986)-  40 33 59.     (N)    105 02 26.     (W)     SCALED    
 LL0487* NAVD 88     -      1499.452  (meters)    4919.45   (feet)  ADJUSTED  
 LL0487  ___________________________________________________________________
 LL0487  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 LL0487  DYNAMIC HT  -        1498.187 (meters)    4915.30  (feet)  COMP
 LL0487  MODELED GRAV-     979,728.9   (mgal)                       NAVD 88
 LL0487
 LL0487  VERT ORDER  -  FIRST     CLASS II
 LL0487
 LL0487.The horizontal coordinates were scaled from a topographic map and have
 LL0487.an estimated accuracy of +/- 6 seconds.
 LL0487
 LL0487.The orthometric height was determined by differential leveling
 LL0487.and adjusted by the National Geodetic Survey in June 1991..
 LL0487
 LL0487.The geoid height was determined by GEOID03.
 LL0487
 LL0487.The dynamic height is computed by dividing the NAVD 88
 LL0487.geopotential number by the normal gravity value computed on the
 LL0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0487.degrees latitude (g = 980.6199 gals.).
 LL0487
 LL0487.The modeled gravity was interpolated from observed gravity values.
 LL0487
 LL0487;                    North         East    Units  Estimated Accuracy
 LL0487;SPC CO N     -   441,810.      953,310.      MT  (+/- 180 meters Scaled)
 LL0487
 LL0487                          SUPERSEDED SURVEY CONTROL
 LL0487
 LL0487  NGVD 29 (??/??/??) 1498.586  (m)         4916.61   (f) ADJUSTED    1 2
 LL0487
 LL0487.Superseded values are not recommended for survey control.
 LL0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0487.See file dsdata.txt to determine how the superseded data were derived.
 LL0487
 LL0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE965906(NAD 83)
 LL0487_MARKER: DB = BENCH MARK DISK
 LL0487_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LL0487_STAMPING: E 357 1954
 LL0487_MARK LOGO: CGS   
 LL0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0487+STABILITY: SURFACE MOTION
 LL0487
 LL0487  HISTORY     - Date     Condition        Report By
 LL0487  HISTORY     - 1954     MONUMENTED       CGS
 LL0487  HISTORY     - 1984     GOOD             NGS
 LL0487  HISTORY     - 1984     GOOD             NGS
 LL0487
 LL0487                          STATION DESCRIPTION
 LL0487
 LL0487'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LL0487'2.9 MI SE FROM FORT COLLINS.
 LL0487'2.9 MILES SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 LL0487'THE STATION AT FORT COLLINS, 0.2 MILE SOUTH OF MILEPOST 77,
 LL0487'10 RAILS SOUTH OF A ROAD CROSSING, 12.5 FEET WEST OF THE WEST
 LL0487'RAIL, 3 FEET BELOW THE TOP OF THE RAILS SET IN THE TOP OF THE
 LL0487'NORTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT.
 LL0487
 LL0487                          STATION RECOVERY (1984)
 LL0487
 LL0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0487'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN FORT
 LL0487'COLLINS, IN THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEADWALL OF A
 LL0487'SMALL BRIDGE OVER SPRING CREEK AT THE PROSPECT ROAD CROSSING OF THE
 LL0487'COLORADO AND SOUTHERN RAILROAD, 103.5 METERS (339.6 FT) SOUTHEAST OF
 LL0487'THE CENTERLINE OF THE ROAD, 4.3 METERS (14.1 FT) SOUTHWEST OF THE NEAR
 LL0487'RAIL, AND 0.9 METER (3.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 LL0487'HEADWALL.
 LL0487'THE MARK IS 0.9 M BELOW THE TRACKS.
 LL0487
 LL0487                          STATION RECOVERY (1984)
 LL0487
 LL0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0438 ***********************************************************************
 LL0438  DESIGNATION -  E 358
 LL0438  PID         -  LL0438
 LL0438  STATE/COUNTY-  CO/LARIMER
 LL0438  USGS QUAD   -  WELLINGTON (1978)
 LL0438
 LL0438                         *CURRENT SURVEY CONTROL
 LL0438  ___________________________________________________________________
 LL0438* NAD 83(1986)-  40 37 30.     (N)    105 05 42.     (W)     SCALED    
 LL0438* NAVD 88     -      1532.877  (meters)    5029.11   (feet)  ADJUSTED  
 LL0438  ___________________________________________________________________
 LL0438  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 LL0438  DYNAMIC HT  -        1531.598 (meters)    5024.92  (feet)  COMP
 LL0438  MODELED GRAV-     979,737.1   (mgal)                       NAVD 88
 LL0438
 LL0438  VERT ORDER  -  FIRST     CLASS II
 LL0438
 LL0438.The horizontal coordinates were scaled from a topographic map and have
 LL0438.an estimated accuracy of +/- 6 seconds.
 LL0438
 LL0438.The orthometric height was determined by differential leveling
 LL0438.and adjusted by the National Geodetic Survey in June 1991..
 LL0438
 LL0438.The geoid height was determined by GEOID03.
 LL0438
 LL0438.The dynamic height is computed by dividing the NAVD 88
 LL0438.geopotential number by the normal gravity value computed on the
 LL0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0438.degrees latitude (g = 980.6199 gals.).
 LL0438
 LL0438.The modeled gravity was interpolated from observed gravity values.
 LL0438
 LL0438;                    North         East    Units  Estimated Accuracy
 LL0438;SPC CO N     -   448,300.      948,670.      MT  (+/- 180 meters Scaled)
 LL0438
 LL0438                          SUPERSEDED SURVEY CONTROL
 LL0438
 LL0438  NGVD 29 (??/??/92) 1531.924  (m)         5025.99   (f) ADJ UNCH    1 2
 LL0438
 LL0438.Superseded values are not recommended for survey control.
 LL0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0438.See file dsdata.txt to determine how the superseded data were derived.
 LL0438
 LL0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE919971(NAD 83)
 LL0438_MARKER: DB = BENCH MARK DISK
 LL0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0438_STAMPING: E 358 1954
 LL0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0438+STABILITY: SURFACE MOTION
 LL0438
 LL0438  HISTORY     - Date     Condition        Report By
 LL0438  HISTORY     - 1954     MONUMENTED       CGS
 LL0438  HISTORY     - 1984     GOOD             NGS
 LL0438
 LL0438                          STATION DESCRIPTION
 LL0438
 LL0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LL0438'2.6 MI E FROM LA PORTE.
 LL0438'2.6 MILES EAST ALONG U.S. HIGHWAY 287 AND STATE HIGHWAY 14 FROM
 LL0438'THE HIGH SCHOOL AT LA PORTE, AT THE CROSSING OF THE UNION PACIFIC
 LL0438'RAILROAD, 64 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 44
 LL0438'FEET NORTHEAST OF THE NORTHEAST RAIL, 2 FEET SOUTHWEST OF A
 LL0438'FENCE, 2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 LL0438'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LL0438
 LL0438                          STATION RECOVERY (1984)
 LL0438
 LL0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1059 ***********************************************************************
 KK1059  DESIGNATION -  E 359
 KK1059  PID         -  KK1059
 KK1059  STATE/COUNTY-  CO/CLEAR CREEK
 KK1059  USGS QUAD   -  GEORGETOWN (1974)
 KK1059
 KK1059                         *CURRENT SURVEY CONTROL
 KK1059  ___________________________________________________________________
 KK1059* NAD 83(1986)-  39 41 05.     (N)    105 42 07.     (W)     SCALED    
 KK1059* NAVD 88     -      2870.635  (meters)    9418.08   (feet)  ADJUSTED  
 KK1059  ___________________________________________________________________
 KK1059  GEOID HEIGHT-         -12.33  (meters)                     GEOID03
 KK1059  DYNAMIC HT  -        2867.118 (meters)    9406.54  (feet)  COMP
 KK1059  MODELED GRAV-     979,296.9   (mgal)                       NAVD 88
 KK1059
 KK1059  VERT ORDER  -  FIRST     CLASS II
 KK1059
 KK1059.The horizontal coordinates were scaled from a topographic map and have
 KK1059.an estimated accuracy of +/- 6 seconds.
 KK1059
 KK1059.The orthometric height was determined by differential leveling
 KK1059.and adjusted by the National Geodetic Survey in June 1991..
 KK1059
 KK1059.The geoid height was determined by GEOID03.
 KK1059
 KK1059.The dynamic height is computed by dividing the NAVD 88
 KK1059.geopotential number by the normal gravity value computed on the
 KK1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1059.degrees latitude (g = 980.6199 gals.).
 KK1059
 KK1059.The modeled gravity was interpolated from observed gravity values.
 KK1059
 KK1059;                    North         East    Units  Estimated Accuracy
 KK1059;SPC CO C     -   510,340.      897,080.      MT  (+/- 180 meters Scaled)
 KK1059
 KK1059                          SUPERSEDED SURVEY CONTROL
 KK1059
 KK1059  NGVD 29 (??/??/92) 2869.051  (m)         9412.88   (f) ADJ UNCH    1 2
 KK1059
 KK1059.Superseded values are not recommended for survey control.
 KK1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1059.See file dsdata.txt to determine how the superseded data were derived.
 KK1059
 KK1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD398930(NAD 83)
 KK1059_MARKER: DB = BENCH MARK DISK
 KK1059_SETTING: 80 = SET IN A BOULDER
 KK1059_STAMPING: E 359 1954
 KK1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1059+STABILITY: SURFACE MOTION
 KK1059
 KK1059  HISTORY     - Date     Condition        Report By
 KK1059  HISTORY     - 1954     MONUMENTED       CGS
 KK1059
 KK1059                          STATION DESCRIPTION
 KK1059
 KK1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK1059'2.4 MI S FROM GEORGETOWN.
 KK1059'2.45 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE POST
 KK1059'OFFICE AT GEORGETOWN, 15 FEET WEST OF THE CENTER LINE OF THE
 KK1059'HIGHWAY, 40 FEET SOUTHWEST OF A POWER POLE, AT THE FOOT OF A STEEP
 KK1059'BANK, 5 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A
 KK1059'GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0041 ***********************************************************************
 KM0041  DESIGNATION -  E 36
 KM0041  PID         -  KM0041
 KM0041  STATE/COUNTY-  CO/MESA
 KM0041  USGS QUAD   -  BADGER WASH (1968)
 KM0041
 KM0041                         *CURRENT SURVEY CONTROL
 KM0041  ___________________________________________________________________
 KM0041* NAD 83(1986)-  39 19 19.     (N)    108 58 51.     (W)     SCALED    
 KM0041* NAVD 88     -      1464.252  (meters)    4803.97   (feet)  ADJUSTED  
 KM0041  ___________________________________________________________________
 KM0041  GEOID HEIGHT-         -17.33  (meters)                     GEOID03
 KM0041  DYNAMIC HT  -        1462.863 (meters)    4799.41  (feet)  COMP
 KM0041  MODELED GRAV-     979,627.2   (mgal)                       NAVD 88
 KM0041
 KM0041  VERT ORDER  -  FIRST     CLASS II
 KM0041
 KM0041.The horizontal coordinates were scaled from a topographic map and have
 KM0041.an estimated accuracy of +/- 6 seconds.
 KM0041
 KM0041.The orthometric height was determined by differential leveling
 KM0041.and adjusted by the National Geodetic Survey in June 1991..
 KM0041
 KM0041.The geoid height was determined by GEOID03.
 KM0041
 KM0041.The dynamic height is computed by dividing the NAVD 88
 KM0041.geopotential number by the normal gravity value computed on the
 KM0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0041.degrees latitude (g = 980.6199 gals.).
 KM0041
 KM0041.The modeled gravity was interpolated from observed gravity values.
 KM0041
 KM0041;                    North         East    Units  Estimated Accuracy
 KM0041;SPC CO C     -   475,800.      614,330.      MT  (+/- 180 meters Scaled)
 KM0041
 KM0041                          SUPERSEDED SURVEY CONTROL
 KM0041
 KM0041  NGVD 29 (??/??/92) 1463.155  (m)         4800.37   (f) ADJ UNCH    1 2
 KM0041
 KM0041.Superseded values are not recommended for survey control.
 KM0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0041.See file dsdata.txt to determine how the superseded data were derived.
 KM0041
 KM0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ740544(NAD 83)
 KM0041_MARKER: DB = BENCH MARK DISK
 KM0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KM0041_STAMPING: 4800.368 E 36 1933
 KM0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0041+STABILITY: SURFACE MOTION
 KM0041
 KM0041  HISTORY     - Date     Condition        Report By
 KM0041  HISTORY     - 1933     MONUMENTED       CGS
 KM0041
 KM0041                          STATION DESCRIPTION
 KM0041
 KM0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KM0041'10.0 MI N FROM MACK.
 KM0041'CONCRETE POST, ON UINTAH RY. RIGHT OF WAY, 2.0 MILES NORTH OF RADER,
 KM0041'300 FEET SOUTHWEST OF MILEPOST 10, 24 1/2 FEET SOUTHEAST OF RAILROAD
 KM0041'CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0609 ***********************************************************************
 LL0609  DESIGNATION -  E 36
 LL0609  PID         -  LL0609
 LL0609  STATE/COUNTY-  CO/LARIMER
 LL0609  USGS QUAD   -  MASONVILLE (1984)
 LL0609
 LL0609                         *CURRENT SURVEY CONTROL
 LL0609  ___________________________________________________________________
 LL0609* NAD 83(1986)-  40 24 30.     (N)    105 09 11.     (W)     SCALED    
 LL0609* NAVD 88     -      1538.765  (meters)    5048.43   (feet)  ADJUSTED  
 LL0609  ___________________________________________________________________
 LL0609  GEOID HEIGHT-         -15.79  (meters)                     GEOID03
 LL0609  DYNAMIC HT  -        1537.425 (meters)    5044.04  (feet)  COMP
 LL0609  MODELED GRAV-     979,700.5   (mgal)                       NAVD 88
 LL0609
 LL0609  VERT ORDER  -  SECOND    CLASS 0
 LL0609
 LL0609.The horizontal coordinates were scaled from a topographic map and have
 LL0609.an estimated accuracy of +/- 6 seconds.
 LL0609
 LL0609.The orthometric height was determined by differential leveling
 LL0609.and adjusted by the National Geodetic Survey in June 1991..
 LL0609
 LL0609.The geoid height was determined by GEOID03.
 LL0609
 LL0609.The dynamic height is computed by dividing the NAVD 88
 LL0609.geopotential number by the normal gravity value computed on the
 LL0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0609.degrees latitude (g = 980.6199 gals.).
 LL0609
 LL0609.The modeled gravity was interpolated from observed gravity values.
 LL0609
 LL0609;                    North         East    Units  Estimated Accuracy
 LL0609;SPC CO N     -   424,220.      943,850.      MT  (+/- 180 meters Scaled)
 LL0609
 LL0609                          SUPERSEDED SURVEY CONTROL
 LL0609
 LL0609  NGVD 29 (??/??/92) 1537.764  (m)         5045.15   (f) ADJ UNCH    2 0
 LL0609
 LL0609.Superseded values are not recommended for survey control.
 LL0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0609.See file dsdata.txt to determine how the superseded data were derived.
 LL0609
 LL0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE870730(NAD 83)
 LL0609_MARKER: DD = SURVEY DISK
 LL0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0609_STAMPING: E 36 1940 5043.285
 LL0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0609+STABILITY: SURFACE MOTION
 LL0609
 LL0609  HISTORY     - Date     Condition        Report By
 LL0609  HISTORY     - 1940     MONUMENTED       BOR
 LL0609  HISTORY     - 1959     MARK NOT FOUND   NGS
 LL0609  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0609
 LL0609                          STATION DESCRIPTION
 LL0609
 LL0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LL0609'5.1 MI NW FROM LOVELAND.
 LL0609'5.1 MILES NORTH AND WEST ALONG U.S. HIGHWAY 34 FROM THE POST OFFICE
 LL0609'AT LOVELAND, LARIMER COUNTY, 111 FEET WEST OF THE CENTER OF THE
 LL0609'WILDE SPUR OF THE COLORADO AND SOUTHERN RAILWAY TRACK, 102 FEET SOUTH
 LL0609'OF THE CENTER OF A HIGHWAY OVERPASS OVER THE RAILROAD, 11.5 FEET
 LL0609'WEST OF A FENCE CORNER, 0.8 FOOT NORTH OF THE SOUTH RIGHT-OF-WAY
 LL0609'FENCE, AND 25 FEET LOWER THAN THE HIGHWAY.  A UNITED STATES BUREAU
 LL0609'OF RECLAMATION STANDARD DISK, STAMPED E 36 1940 5043.285 AND SET
 LL0609'IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 LL0609
 LL0609                          STATION RECOVERY (1984)
 LL0609
 LL0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0732 ***********************************************************************
 LL0732  DESIGNATION -  E 361
 LL0732  PID         -  LL0732
 LL0732  STATE/COUNTY-  CO/GRAND
 LL0732  USGS QUAD   -  GRANBY (1978)
 LL0732
 LL0732                         *CURRENT SURVEY CONTROL
 LL0732  ___________________________________________________________________
 LL0732* NAD 83(1992)-  40 06 27.95741(N)    105 55 50.89142(W)     ADJUSTED  
 LL0732* NAVD 88     -      2416.295  (meters)    7927.46   (feet)  ADJUSTED  
 LL0732  ___________________________________________________________________
 LL0732  X           -  -1,341,323.034 (meters)                     COMP
 LL0732  Y           -  -4,699,161.165 (meters)                     COMP
 LL0732  Z           -   4,088,693.265 (meters)                     COMP
 LL0732  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 LL0732  ELLIP HEIGHT-        2403.73  (meters)          (12/03/02) GPS OBS
 LL0732  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 LL0732  DYNAMIC HT  -        2413.634 (meters)    7918.73  (feet)  COMP
 LL0732  MODELED GRAV-     979,437.6   (mgal)                       NAVD 88
 LL0732
 LL0732  HORZ ORDER  -  FIRST
 LL0732  VERT ORDER  -  FIRST     CLASS II
 LL0732  ELLP ORDER  -  FOURTH    CLASS II
 LL0732
 LL0732.The horizontal coordinates were established by GPS observations
 LL0732.and adjusted by the National Geodetic Survey in May 2000..
 LL0732
 LL0732.The orthometric height was determined by differential leveling
 LL0732.and adjusted by the National Geodetic Survey in June 1991..
 LL0732
 LL0732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL0732
 LL0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL0732
 LL0732.The ellipsoidal height was determined by GPS observations
 LL0732.and is referenced to NAD 83.
 LL0732
 LL0732.The geoid height was determined by GEOID03.
 LL0732
 LL0732.The dynamic height is computed by dividing the NAVD 88
 LL0732.geopotential number by the normal gravity value computed on the
 LL0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0732.degrees latitude (g = 980.6199 gals.).
 LL0732
 LL0732.The modeled gravity was interpolated from observed gravity values.
 LL0732
 LL0732;                    North         East     Units Scale Factor Converg.
 LL0732;SPC CO N     -   390,875.109   877,673.397   MT  0.99995994   -0 16 42.1
 LL0732;SPC CO N     - 1,282,396.09  2,879,500.14   sFT  0.99995994   -0 16 42.1
 LL0732;UTM  13      - 4,440,133.437   420,671.363   MT  0.99967747   -0 35 58.8
 LL0732
 LL0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL0732!SPC CO N     -   0.99962305  x   0.99995994  =   0.99958301
 LL0732!UTM  13      -   0.99962305  x   0.99967747  =   0.99930065
 LL0732
 LL0732                          SUPERSEDED SURVEY CONTROL
 LL0732
 LL0732  ELLIP H (05/02/00) 2403.80   (m)                       GP(       ) 4 1
 LL0732  NAVD 88 (05/02/00) 2416.30   (m)         7927.5    (f) LEVELING    3  
 LL0732  NGVD 29 (??/??/92) 2414.923  (m)         7922.96   (f) ADJ UNCH    1 2
 LL0732
 LL0732.Superseded values are not recommended for survey control.
 LL0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0732.See file dsdata.txt to determine how the superseded data were derived.
 LL0732
 LL0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE2067140133(NAD 83)
 LL0732_MARKER: DB = BENCH MARK DISK
 LL0732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0732_STAMPING: E 361 1954
 LL0732_MARK LOGO: CGS   
 LL0732_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0732+STABILITY: SURFACE MOTION
 LL0732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0732+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2006
 LL0732
 LL0732  HISTORY     - Date     Condition        Report By
 LL0732  HISTORY     - 1954     MONUMENTED       CGS
 LL0732  HISTORY     - 19980303 GOOD             CODOT
 LL0732  HISTORY     - 20000113 GOOD             SLSS
 LL0732  HISTORY     - 20060329 GOOD             INDIV
 LL0732
 LL0732                          STATION DESCRIPTION
 LL0732
 LL0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LL0732'3.2 MI N FROM GRANBY.
 LL0732'1.25 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LL0732'GRANBY, THENCE 2.0 MILES NORTHEAST ALONG U.S. HIGHWAY 34, 48 FEET
 LL0732'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 11 FEET NORTHEAST OF
 LL0732'THE CENTER OF A WIRE GATE, 19 FEET NORTHEAST OF A FENCE CORNER, 52
 LL0732'FEET SOUTHWEST OF A POWER POLE, 2.2 FEET NORTHWEST OF A FENCE, 1.9
 LL0732'FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 LL0732'WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 LL0732
 LL0732                          STATION RECOVERY (1998)
 LL0732
 LL0732'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (DU)
 LL0732'RECOVERED AS DESCRIBED.
 LL0732
 LL0732                          STATION RECOVERY (2000)
 LL0732
 LL0732'RECOVERY NOTE BY STEPHENSON LAND SURVEYING SERVICES 2000 (GFS)
 LL0732'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) SOUTH-SOUTHWEST FROM
 LL0732'GRAND LAKE, 2 MI (3.2 KM) NORTHEAST FROM GRANBY AND 1 MI (1.6 KM)
 LL0732'NORTH FROM THE GRANBY AIRPORT,IN THE NORTHWEST 1/4 OF SECTION 29, T 2
 LL0732'N, R 76 W, AT U.S.  HIGHWAY 34 MILEPOST 1.95.  OWNERSHIP--COLORADO
 LL0732'DEPT.  OF TRANSPORTATION RIGHT-OF-WAY
 LL0732'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 34 AND
 LL0732'U.S.  HIGHWAY 40 JUST WEST OF GRANBY, GO NORTHEAST ON U.S.  HIGHWAY 34
 LL0732'FOR 1.95 MI (3.14 KM) TO THE STATION ON THE RIGHT
 LL0732'THE MARK IS STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 LL0732'POST FLUSH WITH THE GROUND.  IT IS 11.7 M (38.4 FT) SOUTHEAST FROM THE
 LL0732'CENTERLINE OF THE HIGHWAY, 5.8 M (19.0 FT) NORTH-NORTHEAST FROM A
 LL0732'NORTH-SOUTH FENCE LINE, 0.7 M (2.3 FT) NORTHWEST FROM THE RIGHT-OF-WAY
 LL0732'FENCE AND 0.375 M (1.230 FT) NORTHWEST FROM THE WITNESS POST.
 LL0732
 LL0732                          STATION RECOVERY (2006)
 LL0732
 LL0732'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (HPB)
 LL0732'RECOVERD AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0154 ***********************************************************************
 LM0154  DESIGNATION -  E 362
 LM0154  PID         -  LM0154
 LM0154  STATE/COUNTY-  CO/JACKSON
 LM0154  USGS QUAD   -  RADIAL MOUNTAIN (1956)
 LM0154
 LM0154                         *CURRENT SURVEY CONTROL
 LM0154  ___________________________________________________________________
 LM0154* NAD 83(1986)-  40 22 19.     (N)    106 05 52.     (W)     SCALED    
 LM0154* NAVD 88     -      2793.921  (meters)    9166.39   (feet)  ADJUSTED  
 LM0154  ___________________________________________________________________
 LM0154  GEOID HEIGHT-         -11.96  (meters)                     GEOID03
 LM0154  DYNAMIC HT  -        2790.734 (meters)    9155.93  (feet)  COMP
 LM0154  MODELED GRAV-     979,382.7   (mgal)                       NAVD 88
 LM0154
 LM0154  VERT ORDER  -  FIRST     CLASS II
 LM0154
 LM0154.The horizontal coordinates were scaled from a topographic map and have
 LM0154.an estimated accuracy of +/- 6 seconds.
 LM0154
 LM0154.The orthometric height was determined by differential leveling
 LM0154.and adjusted by the National Geodetic Survey in June 1991..
 LM0154
 LM0154.The geoid height was determined by GEOID03.
 LM0154
 LM0154.The dynamic height is computed by dividing the NAVD 88
 LM0154.geopotential number by the normal gravity value computed on the
 LM0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0154.degrees latitude (g = 980.6199 gals.).
 LM0154
 LM0154.The modeled gravity was interpolated from observed gravity values.
 LM0154
 LM0154;                    North         East    Units  Estimated Accuracy
 LM0154;SPC CO N     -   420,290.      863,640.      MT  (+/- 180 meters Scaled)
 LM0154
 LM0154                          SUPERSEDED SURVEY CONTROL
 LM0154
 LM0154  NGVD 29 (??/??/92) 2792.390  (m)         9161.37   (f) ADJ UNCH    1 2
 LM0154
 LM0154.Superseded values are not recommended for survey control.
 LM0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0154.See file dsdata.txt to determine how the superseded data were derived.
 LM0154
 LM0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE068696(NAD 83)
 LM0154_MARKER: DB = BENCH MARK DISK
 LM0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0154_STAMPING: E 362 1954
 LM0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0154+STABILITY: SURFACE MOTION
 LM0154
 LM0154  HISTORY     - Date     Condition        Report By
 LM0154  HISTORY     - 1954     MONUMENTED       CGS
 LM0154
 LM0154                          STATION DESCRIPTION
 LM0154
 LM0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LM0154'8.2 MI S FROM RAND.
 LM0154'8.2 MILES SOUTH ALONG STATE HIGHWAY 125 FROM THE POST OFICE AT RAND,
 LM0154'39 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 16.2 FEET
 LM0154'SOUTHWEST OF A SIGN READING WILLOW CREEK PASS SUMMIT 2 MILES, 2 FEET
 LM0154'NORTHEAST OF A WITNESS POST, 4 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 LM0154'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 LM0154'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0169 ***********************************************************************
 KJ0169  DESIGNATION -  E 363
 KJ0169  PID         -  KJ0169
 KJ0169  STATE/COUNTY-  CO/WASHINGTON
 KJ0169  USGS QUAD   -  LINDON NE (1973)
 KJ0169
 KJ0169                         *CURRENT SURVEY CONTROL
 KJ0169  ___________________________________________________________________
 KJ0169* NAD 83(1986)-  39 44 21.     (N)    103 20 56.     (W)     SCALED    
 KJ0169* NAVD 88     -      1500.834  (meters)    4923.99   (feet)  ADJUSTED  
 KJ0169  ___________________________________________________________________
 KJ0169  GEOID HEIGHT-         -20.30  (meters)                     GEOID03
 KJ0169  DYNAMIC HT  -        1499.488 (meters)    4919.57  (feet)  COMP
 KJ0169  MODELED GRAV-     979,676.8   (mgal)                       NAVD 88
 KJ0169
 KJ0169  VERT ORDER  -  SECOND    CLASS 0
 KJ0169
 KJ0169.The horizontal coordinates were scaled from a topographic map and have
 KJ0169.an estimated accuracy of +/- 6 seconds.
 KJ0169
 KJ0169.The orthometric height was determined by differential leveling
 KJ0169.and adjusted by the National Geodetic Survey in June 1991..
 KJ0169
 KJ0169.The geoid height was determined by GEOID03.
 KJ0169
 KJ0169.The dynamic height is computed by dividing the NAVD 88
 KJ0169.geopotential number by the normal gravity value computed on the
 KJ0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0169.degrees latitude (g = 980.6199 gals.).
 KJ0169
 KJ0169.The modeled gravity was interpolated from observed gravity values.
 KJ0169
 KJ0169;                    North         East    Units  Estimated Accuracy
 KJ0169;SPC CO N     -   352,100.    1,098,770.      MT  (+/- 180 meters Scaled)
 KJ0169
 KJ0169                          SUPERSEDED SURVEY CONTROL
 KJ0169
 KJ0169  NGVD 29 (??/??/92) 1500.074  (m)         4921.49   (f) ADJ UNCH    2 0
 KJ0169
 KJ0169.Superseded values are not recommended for survey control.
 KJ0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0169.See file dsdata.txt to determine how the superseded data were derived.
 KJ0169
 KJ0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFE414001(NAD 83)
 KJ0169_MARKER: DB = BENCH MARK DISK
 KJ0169_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KJ0169_SP_SET: CULVERT
 KJ0169_STAMPING: E 363 1954
 KJ0169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KJ0169
 KJ0169  HISTORY     - Date     Condition        Report By
 KJ0169  HISTORY     - 1954     MONUMENTED       CGS
 KJ0169  HISTORY     - 1973     MARK NOT FOUND   USGS
 KJ0169
 KJ0169                          STATION DESCRIPTION
 KJ0169
 KJ0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KJ0169'2.9 MI E FROM LINDON.
 KJ0169'2.9 MILES EAST ALONG U.S HIGHWAY 36 FROM THE POST OFFICE AT
 KJ0169'LINDON, 0.3 MILE WEST OF THE TOP OF A HILL, 0.1 MILE SOUTHWEST OF
 KJ0169'A WHITE FARMHOUSE, 19 FEET SOUTH OF THE CENTER LINE OF THE
 KJ0169'HIGHWAY, SET IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL
 KJ0169'OF A CONCRETE CULVERT.
 KJ0169
 KJ0169                          STATION RECOVERY (1973)
 KJ0169
 KJ0169'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 KJ0169'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0214 ***********************************************************************
 HL0214  DESIGNATION -  E 364
 HL0214  PID         -  HL0214
 HL0214  STATE/COUNTY-  CO/LA PLATA
 HL0214  USGS QUAD   -  GEM VILLAGE (1968)
 HL0214
 HL0214                         *CURRENT SURVEY CONTROL
 HL0214  ___________________________________________________________________
 HL0214* NAD 83(1986)-  37 10 21.     (N)    107 44 01.     (W)     SCALED    
 HL0214* NAVD 88     -      2032.284  (meters)    6667.59   (feet)  ADJUSTED  
 HL0214  ___________________________________________________________________
 HL0214  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 HL0214  DYNAMIC HT  -        2029.615 (meters)    6658.83  (feet)  COMP
 HL0214  MODELED GRAV-     979,245.9   (mgal)                       NAVD 88
 HL0214
 HL0214  VERT ORDER  -  SECOND    CLASS 0
 HL0214
 HL0214.The horizontal coordinates were scaled from a topographic map and have
 HL0214.an estimated accuracy of +/- 6 seconds.
 HL0214
 HL0214.The orthometric height was determined by differential leveling
 HL0214.and adjusted by the National Geodetic Survey in June 1991..
 HL0214
 HL0214.The geoid height was determined by GEOID03.
 HL0214
 HL0214.The dynamic height is computed by dividing the NAVD 88
 HL0214.geopotential number by the normal gravity value computed on the
 HL0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0214.degrees latitude (g = 980.6199 gals.).
 HL0214
 HL0214.The modeled gravity was interpolated from observed gravity values.
 HL0214
 HL0214;                    North         East    Units  Estimated Accuracy
 HL0214;SPC CO S     -   363,310.      716,050.      MT  (+/- 180 meters Scaled)
 HL0214
 HL0214                          SUPERSEDED SURVEY CONTROL
 HL0214
 HL0214  NGVD 29 (??/??/92) 2030.998  (m)         6663.37   (f) ADJ UNCH    2 0
 HL0214
 HL0214.Superseded values are not recommended for survey control.
 HL0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0214.See file dsdata.txt to determine how the superseded data were derived.
 HL0214
 HL0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB573175(NAD 83)
 HL0214_MARKER: DB = BENCH MARK DISK
 HL0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0214_STAMPING: E 364 1964
 HL0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0214+STABILITY: SURFACE MOTION
 HL0214
 HL0214  HISTORY     - Date     Condition        Report By
 HL0214  HISTORY     - 1964     MONUMENTED       CGS
 HL0214
 HL0214                          STATION DESCRIPTION
 HL0214
 HL0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 HL0214'1.15 MI W FROM OXFORD.
 HL0214'1.15 MILES WEST OF THE VILLAGE OF OXFORD (AT THE CROSSING OF THE
 HL0214'DENVER AND RIO GRANDE WESTERN RAILROAD AND COLORADO HIGHWAY 172) ON
 HL0214'THE SOUTH SIDE OF THE HIGHWAY 172.  27 FEET WEST OF THE CENTERLINE OF
 HL0214'THE DRIVE WAY LEADING TO THE HOME OF E.T. OLBERT AND 25 FEET SOUTH OF
 HL0214'THE CENTERLINE OF COLORADO HIGHWAY 172.  A STANDARD BENCH MARK DISK
 HL0214'SET IN THE TOP OF A 14 IN. CONCRETE POST PROJECTING 3 INCHES ABOVE
 HL0214'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0290 ***********************************************************************
 JJ0290  DESIGNATION -  E 37
 JJ0290  PID         -  JJ0290
 JJ0290  STATE/COUNTY-  CO/CHEYENNE
 JJ0290  USGS QUAD   -  LEWIS LAKE (1982)
 JJ0290
 JJ0290                         *CURRENT SURVEY CONTROL
 JJ0290  ___________________________________________________________________
 JJ0290* NAD 83(1992)-  38 40 21.80325(N)    102 47 08.34358(W)     ADJUSTED  
 JJ0290* NAVD 88     -      1299.466  (meters)    4263.33   (feet)  ADJUSTED  
 JJ0290  ___________________________________________________________________
 JJ0290  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 JJ0290  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 JJ0290  DYNAMIC HT  -        1298.246 (meters)    4259.33  (feet)  COMP
 JJ0290  MODELED GRAV-     979,644.6   (mgal)                       NAVD 88
 JJ0290
 JJ0290  HORZ ORDER  -  SECOND
 JJ0290  VERT ORDER  -  FIRST     CLASS II
 JJ0290
 JJ0290.The horizontal coordinates were established by classical geodetic methods
 JJ0290.and adjusted by the National Geodetic Survey in January 1993..
 JJ0290
 JJ0290.The orthometric height was determined by differential leveling
 JJ0290.and adjusted by the National Geodetic Survey in June 1991..
 JJ0290
 JJ0290.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0290
 JJ0290.The geoid height was determined by GEOID03.
 JJ0290
 JJ0290.The dynamic height is computed by dividing the NAVD 88
 JJ0290.geopotential number by the normal gravity value computed on the
 JJ0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0290.degrees latitude (g = 980.6199 gals.).
 JJ0290
 JJ0290.The modeled gravity was interpolated from observed gravity values.
 JJ0290
 JJ0290;                    North         East     Units Scale Factor Converg.
 JJ0290;SPC CO C     -   401,507.381 1,150,571.756   MT  0.99996368   +1 42 42.9
 JJ0290;SPC CO C     - 1,317,278.80  3,774,834.17   sFT  0.99996368   +1 42 42.9
 JJ0290;SPC CO S     -   530,885.334 1,150,594.629   MT  1.00005247   +1 39 53.7
 JJ0290;SPC CO S     - 1,741,746.30  3,774,909.21   sFT  1.00005247   +1 39 53.7
 JJ0290;UTM  13      - 4,282,786.037   692,635.159   MT  1.00005699   +1 23 02.8
 JJ0290
 JJ0290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0290!SPC CO C     -   0.99979968  x   0.99996368  =   0.99976337
 JJ0290!SPC CO S     -   0.99979968  x   1.00005247  =   0.99985214
 JJ0290!UTM  13      -   0.99979968  x   1.00005699  =   0.99985666
 JJ0290
 JJ0290                          SUPERSEDED SURVEY CONTROL
 JJ0290
 JJ0290  NAD 83(1986)-  38 40 21.80066(N)    102 47 08.33933(W) AD(       ) 2
 JJ0290  NAD 27      -  38 40 21.79026(N)    102 47 06.62318(W) AD(       ) 2
 JJ0290  NGVD 29 (??/??/92) 1298.905  (m)         4261.49   (f) ADJ UNCH    1 2
 JJ0290
 JJ0290.Superseded values are not recommended for survey control.
 JJ0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0290.See file dsdata.txt to determine how the superseded data were derived.
 JJ0290
 JJ0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC9263582786(NAD 83)
 JJ0290_MARKER: DB = BENCH MARK DISK
 JJ0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0290_STAMPING: E 37 1933
 JJ0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0290+STABILITY: SURFACE MOTION
 JJ0290
 JJ0290  HISTORY     - Date     Condition        Report By
 JJ0290  HISTORY     - 1954     MONUMENTED       CGS
 JJ0290  HISTORY     - 1954     GOOD             NGS
 JJ0290  HISTORY     - 1976     MARK NOT FOUND   USGS
 JJ0290  HISTORY     - 19951101 MARK NOT FOUND   CODOT
 JJ0290
 JJ0290                          STATION DESCRIPTION
 JJ0290
 JJ0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JJ0290'THE STATION PLANT IS LOCATED ON RIGHT-OF-WAY PROPERTY ALONG THE
 JJ0290'WEST SIDE OF U.S. HIGHWAY 287.  IT IS ABOUT 13 MILES AIRLINE
 JJ0290'NORTH OF EADS, 6 MILES AIRLINE SOUTH OF KIT CARSON, AND
 JJ0290'1 MILE AIRLINE NORTH OF THE COLORADO INTERSTATE GAS COMPANY
 JJ0290'PIPELINE BOOSTER STATION.
 JJ0290'
 JJ0290'TO REACH FROM THE U.S. POST OFFICE IN EADS, GO WEST ON TWELFTH
 JJ0290'STREET FOR 0.2 MILE TO U.S. HIGHWAY 287.  TURN RIGHT AND GO
 JJ0290'NORTH ON U.S. HIGHWAY 287 FOR 13.1 MILES TO THE STATION ON
 JJ0290'THE LEFT.
 JJ0290'
 JJ0290'BM E 37 IS A STANDARD USC AND GS BENCH MARK DISK STAMPED
 JJ0290'E 37 1933, SET IN THE TOP OF A 12-INCH-SQUARE CONCRETE MONUMENT
 JJ0290'THAT PROJECTS 5 INCHES.  IT IS 49 FEET EAST OF THE CENTER LINE
 JJ0290'OF THE HIGHWAY, 5 FEET SOUTH-SOUTHWEST OF A POWER LINE POLE,
 JJ0290'AND 4 FEET SOUTHWEST OF A LONE FENCE POST.
 JJ0290
 JJ0290                          STATION RECOVERY (1954)
 JJ0290
 JJ0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JJ0290'7.1 MI S FROM KIT CARSON.
 JJ0290'7.1 MILES SOUTH ALONG U.S HIGHWAY 287 FROM THE PUBLIC SCHOOL AT KIT
 JJ0290'CARSON, CHEYENNE COUNTY, 116.5 FEET NORTHEAST OF POLE 2592 H, AT A
 JJ0290'ROAD INTERSECTION, 67 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 JJ0290'28 FEET NORTH OF THE CENTERLINE OF THE EAST-AND-WEST WAGON ROAD,
 JJ0290'AND 2 FEET SOUTH OF A FENCE.  A STANDARD DISK STAMPED E 37 1933 AND
 JJ0290'SET IN THE TOP OF A CONCRETE POST.
 JJ0290
 JJ0290                          STATION RECOVERY (1976)
 JJ0290
 JJ0290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JJ0290'MARK NOT FOUND.
 JJ0290
 JJ0290                          STATION RECOVERY (1995)
 JJ0290
 JJ0290'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (PGG)
 JJ0290'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0611 ***********************************************************************
 LL0611  DESIGNATION -  E 37 RESET
 LL0611  PID         -  LL0611
 LL0611  STATE/COUNTY-  CO/LARIMER
 LL0611  USGS QUAD   -  LOVELAND (1984)
 LL0611
 LL0611                         *CURRENT SURVEY CONTROL
 LL0611  ___________________________________________________________________
 LL0611* NAD 83(1986)-  40 24 18.     (N)    105 05 28.     (W)     SCALED    
 LL0611* NAVD 88     -      1529.252  (meters)    5017.22   (feet)  ADJUSTED  
 LL0611  ___________________________________________________________________
 LL0611  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 LL0611  DYNAMIC HT  -        1527.928 (meters)    5012.88  (feet)  COMP
 LL0611  MODELED GRAV-     979,706.0   (mgal)                       NAVD 88
 LL0611
 LL0611  VERT ORDER  -  FIRST     CLASS II
 LL0611
 LL0611.The horizontal coordinates were scaled from a topographic map and have
 LL0611.an estimated accuracy of +/- 6 seconds.
 LL0611
 LL0611.The orthometric height was determined by differential leveling
 LL0611.and adjusted by the National Geodetic Survey in June 1991..
 LL0611
 LL0611.The geoid height was determined by GEOID03.
 LL0611
 LL0611.The dynamic height is computed by dividing the NAVD 88
 LL0611.geopotential number by the normal gravity value computed on the
 LL0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0611.degrees latitude (g = 980.6199 gals.).
 LL0611
 LL0611.The modeled gravity was interpolated from observed gravity values.
 LL0611
 LL0611;                    North         East    Units  Estimated Accuracy
 LL0611;SPC CO N     -   423,870.      949,110.      MT  (+/- 180 meters Scaled)
 LL0611
 LL0611                          SUPERSEDED SURVEY CONTROL
 LL0611
 LL0611  NGVD 29 (??/??/??) 1528.379  (m)         5014.36   (f) ADJUSTED    1 2
 LL0611
 LL0611.Superseded values are not recommended for survey control.
 LL0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0611.See file dsdata.txt to determine how the superseded data were derived.
 LL0611
 LL0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE922727(NAD 83)
 LL0611_MARKER: DB = BENCH MARK DISK
 LL0611_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LL0611_STAMPING: E 37 RESET 1970
 LL0611_MARK LOGO: BOR   
 LL0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0611+STABILITY: SURFACE MOTION
 LL0611
 LL0611  HISTORY     - Date     Condition        Report By
 LL0611  HISTORY     - 1970     MONUMENTED       CODH
 LL0611  HISTORY     - 1970     GOOD             NGS
 LL0611  HISTORY     - 1984     GOOD             NGS
 LL0611
 LL0611                          STATION DESCRIPTION
 LL0611
 LL0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LL0611'1.7 MI N FROM LOVELAND.
 LL0611'1.7 MILES NORTH AND WEST ALONG U.S. HIGHWAY 34 FROM THE POST OFFICE
 LL0611'AT LOVELAND, AT LAKE LOVELAND SUPPLY CANAL (BARNES DITCH), ON THE
 LL0611'EXTREME WEST END OF INLET BOX CULVERT BEAM AT INLET INTO LAKE
 LL0611'LOVELAND, 25.4 FEET SOUTH OF THE CENTER LINE OF THE EAST BOUND LANE
 LL0611'OVER THE BOX CULVERT, IN THE TOP OF THE BOX CULVERT DECK, AT THE
 LL0611'TOE OF THE ASPHALT HIGHWAY SLOPE AND 2.6 FEET LOWER THAN THE SOUTH
 LL0611'GUTTER OF THE HIGHWAY.
 LL0611
 LL0611                          STATION RECOVERY (1984)
 LL0611
 LL0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0611'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.6 KM (1.0
 LL0611'MI) WEST ALONG U.S. HIGHWAY 34 FROM ITS JUNCTION WITH U.S. HIGHWAY 287
 LL0611'IN LOVELAND (NORTH LINCOLN AVENUE), IN THE EAST END OF THE SOUTH
 LL0611'CONCRETE HEADWALL OF THE BIG BARNES DITCH INLET TO LAKE LOVELAND,
 LL0611'7.7 METERS (25.3 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES
 LL0611'OF THE HIGHWAY, AND 6.5 METERS (21.3 FT) NORTH OF THE NORTH EDGE OF A
 LL0611'SIDEWALK.
 LL0611'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0056 ***********************************************************************
 KK0056  DESIGNATION -  E 374
 KK0056  PID         -  KK0056
 KK0056  STATE/COUNTY-  CO/ARAPAHOE
 KK0056  USGS QUAD   -  STRASBURG NW (1978)
 KK0056
 KK0056                         *CURRENT SURVEY CONTROL
 KK0056  ___________________________________________________________________
 KK0056* NAD 83(1986)-  39 41 39.     (N)    104 27 08.     (W)     SCALED    
 KK0056* NAVD 88     -      1738.527  (meters)    5703.82   (feet)  ADJUSTED  
 KK0056  ___________________________________________________________________
 KK0056  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 KK0056  DYNAMIC HT  -        1736.884 (meters)    5698.43  (feet)  COMP
 KK0056  MODELED GRAV-     979,619.1   (mgal)                       NAVD 88
 KK0056
 KK0056  VERT ORDER  -  SECOND    CLASS 0
 KK0056
 KK0056.The horizontal coordinates were scaled from a topographic map and have
 KK0056.an estimated accuracy of +/- 6 seconds.
 KK0056
 KK0056.The orthometric height was determined by differential leveling
 KK0056.and adjusted by the National Geodetic Survey in June 1991..
 KK0056
 KK0056.The geoid height was determined by GEOID03.
 KK0056
 KK0056.The dynamic height is computed by dividing the NAVD 88
 KK0056.geopotential number by the normal gravity value computed on the
 KK0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0056.degrees latitude (g = 980.6199 gals.).
 KK0056
 KK0056.The modeled gravity was interpolated from observed gravity values.
 KK0056
 KK0056;                    North         East    Units  Estimated Accuracy
 KK0056;SPC CO C     -   511,890.    1,004,270.      MT  (+/- 180 meters Scaled)
 KK0056
 KK0056                          SUPERSEDED SURVEY CONTROL
 KK0056
 KK0056  NGVD 29 (??/??/92) 1737.606  (m)         5700.80   (f) ADJ UNCH    2 0
 KK0056
 KK0056.Superseded values are not recommended for survey control.
 KK0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0056.See file dsdata.txt to determine how the superseded data were derived.
 KK0056
 KK0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED469939(NAD 83)
 KK0056_MARKER: DB = BENCH MARK DISK
 KK0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0056_STAMPING: E 374 1960
 KK0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0056+STABILITY: SURFACE MOTION
 KK0056
 KK0056  HISTORY     - Date     Condition        Report By
 KK0056  HISTORY     - 1960     MONUMENTED       CGS
 KK0056
 KK0056                          STATION DESCRIPTION
 KK0056
 KK0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KK0056'4 MI SSW FROM BENNETT.
 KK0056'0.1 MILE WEST ALONG U.S. HIGHWAYS 36 AND 40 FROM THE RAILROAD
 KK0056'STATION AT BENNETT, ADAMS COUNTY, THENCE SOUTH ON AN OILED ROAD
 KK0056'FOR 1.4 MILES, THENCE WEST ON AN ACCESS ROAD FOR 1 MILE, THENCE
 KK0056'SOUTH ON A GRAVELED ROAD FOR 3 MILES, 37 FEET EAST OF THE CENTER
 KK0056'OF A GRAVELED ROAD, 31 FEET SOUTH OF THE CENTER OF AN EAST-WEST
 KK0056'ROAD, 2 FEET NORTH OF A WITNESS POST AND 2 FEET WEST OF A
 KK0056'POWERLINE POLE.  IT IS A STANDARD DISK SET IN THE TOP OF A 10 INCH
 KK0056'SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES AND IS STAMPED E
 KK0056'374 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0230 ***********************************************************************
 KK0230  DESIGNATION -  E 375
 KK0230  PID         -  KK0230
 KK0230  STATE/COUNTY-  CO/ELBERT
 KK0230  USGS QUAD   -  ELIZABETH (1994)
 KK0230
 KK0230                         *CURRENT SURVEY CONTROL
 KK0230  ___________________________________________________________________
 KK0230* NAD 83(1986)-  39 18 37.     (N)    104 34 47.     (W)     SCALED    
 KK0230* NAVD 88     -      2016.597  (meters)    6616.12   (feet)  POSTED    
 KK0230  ___________________________________________________________________
 KK0230  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 KK0230  DYNAMIC HT  -        2014.470 (meters)    6609.14  (feet)  COMP
 KK0230  MODELED GRAV-     979,498.2   (mgal)                       NAVD 88
 KK0230
 KK0230  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0230
 KK0230.The horizontal coordinates were scaled from a topographic map and have
 KK0230.an estimated accuracy of +/- 6 seconds.
 KK0230
 KK0230.The orthometric height was determined by differential leveling
 KK0230.and adjusted by the National Geodetic Survey in 1992..
 KK0230.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0230.rate of 1.1 thru 2.0 mm/km.
 KK0230
 KK0230.The geoid height was determined by GEOID03.
 KK0230
 KK0230.The dynamic height is computed by dividing the NAVD 88
 KK0230.geopotential number by the normal gravity value computed on the
 KK0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0230.degrees latitude (g = 980.6199 gals.).
 KK0230
 KK0230.The modeled gravity was interpolated from observed gravity values.
 KK0230
 KK0230;                    North         East    Units  Estimated Accuracy
 KK0230;SPC CO C     -   469,160.      993,770.      MT  (+/- 180 meters Scaled)
 KK0230
 KK0230                          SUPERSEDED SURVEY CONTROL
 KK0230
 KK0230  NGVD 29 (??/??/92) 2015.544  (m)         6612.66   (f) ADJ UNCH    2 0
 KK0230
 KK0230.Superseded values are not recommended for survey control.
 KK0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0230.See file dsdata.txt to determine how the superseded data were derived.
 KK0230
 KK0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED362512(NAD 83)
 KK0230_MARKER: DB = BENCH MARK DISK
 KK0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0230_STAMPING: E 375 1960
 KK0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0230+STABILITY: SURFACE MOTION
 KK0230
 KK0230  HISTORY     - Date     Condition        Report By
 KK0230  HISTORY     - 1960     MONUMENTED       CGS
 KK0230  HISTORY     - 1970     GOOD             USGS
 KK0230  HISTORY     - 1984     GOOD             LOCSUR
 KK0230
 KK0230                          STATION DESCRIPTION
 KK0230
 KK0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KK0230'4.2 MI SE FROM ELIZABETH.
 KK0230'0.3 MILE EAST ALONG COLORADO STATE HIGHWAY 86 FROM THE MAIN
 KK0230'INTERSECTION IN ELIZABETH, THENCE SOUTH ALONG AN OILED ROAD 3.6
 KK0230'MILES.  THE MARK IS 56 FEET SOUTH OF A METAL CULVERT, 2.6 FEET
 KK0230'NORTHEAST OF A FENCE CORNER AND 2.4 FEET WEST OF A METAL WITNESS
 KK0230'POST.  IT IS A STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE
 KK0230'CONCRETE MONUMENT, WHICH PROJECTS 6 INCHES.
 KK0230
 KK0230                          STATION RECOVERY (1970)
 KK0230
 KK0230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 KK0230'RECOVERED IN GOOD CONDITION.
 KK0230
 KK0230                          STATION RECOVERY (1984)
 KK0230
 KK0230'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 KK0230'BRASS DISC IS STANDARD CONCRETE MONUMENT, 2' NORTH OF EAST-WEST FENCE
 KK0230'AND 1' EAST OF ANGLE POST ON CLEAR VISION R/W. 100' AND SOUTH AND
 KK0230'100' AND EAST OF PAVED ROADS NORTH-SOUTH AND EAST (TO LANDFILL).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0129 ***********************************************************************
 LN0129  DESIGNATION -  E 379
 LN0129  PID         -  LN0129
 LN0129  STATE/COUNTY-  CO/MOFFAT
 LN0129  USGS QUAD   -  SPARKS (1966)
 LN0129
 LN0129                         *CURRENT SURVEY CONTROL
 LN0129  ___________________________________________________________________
 LN0129* NAD 83(1986)-  40 57 46.     (N)    108 46 19.     (W)     SCALED    
 LN0129* NAVD 88     -      2122.093  (meters)    6962.23   (feet)  ADJUSTED  
 LN0129  ___________________________________________________________________
 LN0129  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 LN0129  DYNAMIC HT  -        2120.129 (meters)    6955.79  (feet)  COMP
 LN0129  MODELED GRAV-     979,622.1   (mgal)                       NAVD 88
 LN0129
 LN0129  VERT ORDER  -  SECOND    CLASS 0
 LN0129
 LN0129.The horizontal coordinates were scaled from a topographic map and have
 LN0129.an estimated accuracy of +/- 6 seconds.
 LN0129
 LN0129.The orthometric height was determined by differential leveling
 LN0129.and adjusted by the National Geodetic Survey in June 1991..
 LN0129
 LN0129.The geoid height was determined by GEOID03.
 LN0129
 LN0129.The dynamic height is computed by dividing the NAVD 88
 LN0129.geopotential number by the normal gravity value computed on the
 LN0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0129.degrees latitude (g = 980.6199 gals.).
 LN0129
 LN0129.The modeled gravity was interpolated from observed gravity values.
 LN0129
 LN0129;                    North         East    Units  Estimated Accuracy
 LN0129;SPC CO N     -   490,810.      639,010.      MT  (+/- 180 meters Scaled)
 LN0129
 LN0129                          SUPERSEDED SURVEY CONTROL
 LN0129
 LN0129  NGVD 29 (??/??/92) 2120.750  (m)         6957.83   (f) ADJ UNCH    2 0
 LN0129
 LN0129.Superseded values are not recommended for survey control.
 LN0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0129.See file dsdata.txt to determine how the superseded data were derived.
 LN0129
 LN0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL874370(NAD 83)
 LN0129_MARKER: DB = BENCH MARK DISK
 LN0129_SETTING: 66 = SET IN ROCK OUTCROP
 LN0129_SP_SET: OUTCROP
 LN0129_STAMPING: E 379 1962
 LN0129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0129+STABILITY: POSITION/ELEVATION WELL
 LN0129
 LN0129  HISTORY     - Date     Condition        Report By
 LN0129  HISTORY     - 1962     MONUMENTED       CGS
 LN0129
 LN0129                          STATION DESCRIPTION
 LN0129
 LN0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0129'30.8 MI N FROM GREYSTONE.
 LN0129'9.4 MILES NORTH ALONG COUNTY ROAD 10 FROM THE STORE AND POST OFFICE AT
 LN0129'GREYSTONE, THENCE 21.4 MILES NORTH ALONG COUNTY ROAD 318, ABOUT THE
 LN0129'CENTER OF A STEEP GRADE, IN THE TOP OF THE NORTH END AT THE WEST EDGE
 LN0129'OF A MASSIVE OUTCROP, 27 FEET EAST OF THE CENTER LINE OF THE ROAD, AND
 LN0129'ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0227 ***********************************************************************
 JJ0227  DESIGNATION -  E 38
 JJ0227  PID         -  JJ0227
 JJ0227  STATE/COUNTY-  CO/PROWERS
 JJ0227  USGS QUAD   -  LAMAR EAST (1979)
 JJ0227
 JJ0227                         *CURRENT SURVEY CONTROL
 JJ0227  ___________________________________________________________________
 JJ0227* NAD 83(1986)-  38 02 27.     (N)    102 36 35.     (W)     SCALED    
 JJ0227* NAVD 88     -      1133.792  (meters)    3719.78   (feet)  ADJUSTED  
 JJ0227  ___________________________________________________________________
 JJ0227  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 JJ0227  DYNAMIC HT  -        1132.702 (meters)    3716.21  (feet)  COMP
 JJ0227  MODELED GRAV-     979,629.5   (mgal)                       NAVD 88
 JJ0227
 JJ0227  VERT ORDER  -  FIRST     CLASS II
 JJ0227
 JJ0227.The horizontal coordinates were scaled from a topographic map and have
 JJ0227.an estimated accuracy of +/- 6 seconds.
 JJ0227
 JJ0227.The orthometric height was determined by differential leveling
 JJ0227.and adjusted by the National Geodetic Survey in June 1991..
 JJ0227
 JJ0227.The geoid height was determined by GEOID03.
 JJ0227
 JJ0227.The dynamic height is computed by dividing the NAVD 88
 JJ0227.geopotential number by the normal gravity value computed on the
 JJ0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0227.degrees latitude (g = 980.6199 gals.).
 JJ0227
 JJ0227.The modeled gravity was interpolated from observed gravity values.
 JJ0227
 JJ0227;                    North         East    Units  Estimated Accuracy
 JJ0227;SPC CO S     -   461,240.    1,168,070.      MT  (+/- 180 meters Scaled)
 JJ0227
 JJ0227                          SUPERSEDED SURVEY CONTROL
 JJ0227
 JJ0227  NGVD 29 (??/??/92) 1133.226  (m)         3717.93   (f) ADJ UNCH    1 2
 JJ0227
 JJ0227.Superseded values are not recommended for survey control.
 JJ0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0227.See file dsdata.txt to determine how the superseded data were derived.
 JJ0227
 JJ0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC097130(NAD 83)
 JJ0227_MARKER: DB = BENCH MARK DISK
 JJ0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0227_STAMPING: E 38 1933
 JJ0227_MARK LOGO: CGS   
 JJ0227_PROJECTION: PROJECTING 11 CENTIMETERS
 JJ0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0227+STABILITY: SURFACE MOTION
 JJ0227
 JJ0227  HISTORY     - Date     Condition        Report By
 JJ0227  HISTORY     - 1933     MONUMENTED       CGS
 JJ0227  HISTORY     - 1962     MARK NOT FOUND   USGS
 JJ0227  HISTORY     - 1985     GOOD             NGS
 JJ0227  HISTORY     - 19951102 MARK NOT FOUND   CODOT
 JJ0227
 JJ0227                          STATION DESCRIPTION
 JJ0227
 JJ0227'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 JJ0227'3.4 MI S FROM LAMAR.
 JJ0227'3.4 MILES SOUTH ALONG U.S. HIGHWAY 287 FROM THE COUNTY COURTHOUSE
 JJ0227'AT LAMAR, PROWERS COUNTY, AT THE WILLOW CREEK GOLF COURSE, 7 FEET
 JJ0227'SOUTH OF THE CENTER OF THE ENTRANCE, 29 FEET NORTH OF POLE 108, AND
 JJ0227'40 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 JJ0227'STAMPED E 38 1933 AND SET IN THE TOP OF A CONCRETE POST.
 JJ0227
 JJ0227                          STATION RECOVERY (1985)
 JJ0227
 JJ0227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0227'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  6.2 KM
 JJ0227'(3.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE IN
 JJ0227'LAMAR, THENCE 1.3 KM (0.8 MI) NORTHERLY ALONG MEMORIAL DRIVE, 79.2 M
 JJ0227'(259.8 FT) WEST SOUTHWEST OF THE SOUTHWEST CORNER OF THE VFW CLUB,
 JJ0227'12.2 M (40.0 FT) WEST OF THE CENTER OF THE DRIVE, 5.4 M (17.7 FT)
 JJ0227'NORTH OF THE EXTENDED CENTER OF A DRIVEWAY LEADING EAST TO A WHITE
 JJ0227'STUCCO HOUSE, AND 5.4 M (17.7 FT) NORTHEAST OF A UTILITY POLE.
 JJ0227'NOTE--THE MONUMENT HAS BEEN HIT AND THE SOUTHEAST CORNER IS CHIPPED,
 JJ0227'BUT IT IS SOLID IN THE GROUND.
 JJ0227'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 JJ0227'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 JJ0227
 JJ0227                          STATION RECOVERY (1995)
 JJ0227
 JJ0227'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (PG)
 JJ0227'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0152 ***********************************************************************
 LN0152  DESIGNATION -  E 380
 LN0152  PID         -  LN0152
 LN0152  STATE/COUNTY-  CO/MOFFAT
 LN0152  USGS QUAD   -  JACK SPRINGS (1972)
 LN0152
 LN0152                         *CURRENT SURVEY CONTROL
 LN0152  ___________________________________________________________________
 LN0152* NAD 83(1986)-  40 42 19.     (N)    108 45 22.     (W)     SCALED    
 LN0152* NAVD 88     -      1798.435  (meters)    5900.37   (feet)  ADJUSTED  
 LN0152  ___________________________________________________________________
 LN0152  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 LN0152  DYNAMIC HT  -        1796.814 (meters)    5895.05  (feet)  COMP
 LN0152  MODELED GRAV-     979,660.0   (mgal)                       NAVD 88
 LN0152
 LN0152  VERT ORDER  -  SECOND    CLASS 0
 LN0152
 LN0152.The horizontal coordinates were scaled from a topographic map and have
 LN0152.an estimated accuracy of +/- 6 seconds.
 LN0152
 LN0152.The orthometric height was determined by differential leveling
 LN0152.and adjusted by the National Geodetic Survey in June 1991..
 LN0152
 LN0152.The geoid height was determined by GEOID03.
 LN0152
 LN0152.The dynamic height is computed by dividing the NAVD 88
 LN0152.geopotential number by the normal gravity value computed on the
 LN0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0152.degrees latitude (g = 980.6199 gals.).
 LN0152
 LN0152.The modeled gravity was interpolated from observed gravity values.
 LN0152
 LN0152;                    North         East    Units  Estimated Accuracy
 LN0152;SPC CO N     -   462,180.      639,300.      MT  (+/- 180 meters Scaled)
 LN0152
 LN0152                          SUPERSEDED SURVEY CONTROL
 LN0152
 LN0152  NGVD 29 (??/??/92) 1797.180  (m)         5896.25   (f) ADJ UNCH    2 0
 LN0152
 LN0152.Superseded values are not recommended for survey control.
 LN0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0152.See file dsdata.txt to determine how the superseded data were derived.
 LN0152
 LN0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL895084(NAD 83)
 LN0152_MARKER: DB = BENCH MARK DISK
 LN0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0152_STAMPING: E 380 1962
 LN0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0152+STABILITY: SURFACE MOTION
 LN0152
 LN0152  HISTORY     - Date     Condition        Report By
 LN0152  HISTORY     - 1962     MONUMENTED       CGS
 LN0152
 LN0152                          STATION DESCRIPTION
 LN0152
 LN0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0152'8.4 MI N FROM GREYSTONE.
 LN0152'8.4 MILES NORTH ALONG COUNTY ROAD 10 FROM THE STORE AND POST OFFICE AT
 LN0152'GREYSTONE, 62 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 3.7 FEET
 LN0152'NORTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD,
 LN0152'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 LN0152'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0175 ***********************************************************************
 LN0175  DESIGNATION -  E 381
 LN0175  PID         -  LN0175
 LN0175  STATE/COUNTY-  CO/MOFFAT
 LN0175  USGS QUAD   -  LIMESTONE HILL (1973)
 LN0175
 LN0175                         *CURRENT SURVEY CONTROL
 LN0175  ___________________________________________________________________
 LN0175* NAD 83(1986)-  40 34 37.     (N)    108 31 15.     (W)     SCALED    
 LN0175* NAVD 88     -      1873.981  (meters)    6148.22   (feet)  ADJUSTED  
 LN0175  ___________________________________________________________________
 LN0175  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 LN0175  DYNAMIC HT  -        1872.212 (meters)    6142.42  (feet)  COMP
 LN0175  MODELED GRAV-     979,614.8   (mgal)                       NAVD 88
 LN0175
 LN0175  VERT ORDER  -  SECOND    CLASS 0
 LN0175
 LN0175.The horizontal coordinates were scaled from a topographic map and have
 LN0175.an estimated accuracy of +/- 6 seconds.
 LN0175
 LN0175.The orthometric height was determined by differential leveling
 LN0175.and adjusted by the National Geodetic Survey in June 1991..
 LN0175
 LN0175.The geoid height was determined by GEOID03.
 LN0175
 LN0175.The dynamic height is computed by dividing the NAVD 88
 LN0175.geopotential number by the normal gravity value computed on the
 LN0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0175.degrees latitude (g = 980.6199 gals.).
 LN0175
 LN0175.The modeled gravity was interpolated from observed gravity values.
 LN0175
 LN0175;                    North         East    Units  Estimated Accuracy
 LN0175;SPC CO N     -   447,240.      658,680.      MT  (+/- 180 meters Scaled)
 LN0175
 LN0175                          SUPERSEDED SURVEY CONTROL
 LN0175
 LN0175  NGVD 29 (??/??/92) 1872.665  (m)         6143.90   (f) ADJ UNCH    2 0
 LN0175
 LN0175.Superseded values are not recommended for survey control.
 LN0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0175.See file dsdata.txt to determine how the superseded data were derived.
 LN0175
 LN0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK098947(NAD 83)
 LN0175_MARKER: DB = BENCH MARK DISK
 LN0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0175_STAMPING: E 381 1962
 LN0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0175+STABILITY: SURFACE MOTION
 LN0175
 LN0175  HISTORY     - Date     Condition        Report By
 LN0175  HISTORY     - 1962     MONUMENTED       CGS
 LN0175
 LN0175                          STATION DESCRIPTION
 LN0175
 LN0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0175'11.15 MI SE FROM GREYSTONE.
 LN0175'11.15 MILES SOUTHEAST ALONG COUNTY ROAD 10 FROM THE STORE AND POST
 LN0175'OFFICE AT GREYSTONE, 0.05 MILE WEST OF A 36-INCH PIPE CULVERT, 40 FEET
 LN0175'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTHWEST OF A
 LN0175'WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP
 LN0175'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0020 ***********************************************************************
 LN0020  DESIGNATION -  E 382
 LN0020  PID         -  LN0020
 LN0020  STATE/COUNTY-  CO/MOFFAT
 LN0020  USGS QUAD   -  LONE MOUNTAIN (1986)
 LN0020
 LN0020                         *CURRENT SURVEY CONTROL
 LN0020  ___________________________________________________________________
 LN0020* NAD 83(1986)-  40 30 59.     (N)    108 25 15.     (W)     SCALED    
 LN0020* NAVD 88     -      1790.580  (meters)    5874.59   (feet)  ADJUSTED  
 LN0020  ___________________________________________________________________
 LN0020  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 LN0020  DYNAMIC HT  -        1788.903 (meters)    5869.09  (feet)  COMP
 LN0020  MODELED GRAV-     979,625.5   (mgal)                       NAVD 88
 LN0020
 LN0020  VERT ORDER  -  SECOND    CLASS 0
 LN0020
 LN0020.The horizontal coordinates were scaled from a topographic map and have
 LN0020.an estimated accuracy of +/- 6 seconds.
 LN0020
 LN0020.The orthometric height was determined by differential leveling
 LN0020.and adjusted by the National Geodetic Survey in June 1991..
 LN0020
 LN0020.The geoid height was determined by GEOID03.
 LN0020
 LN0020.The dynamic height is computed by dividing the NAVD 88
 LN0020.geopotential number by the normal gravity value computed on the
 LN0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0020.degrees latitude (g = 980.6199 gals.).
 LN0020
 LN0020.The modeled gravity was interpolated from observed gravity values.
 LN0020
 LN0020;                    North         East    Units  Estimated Accuracy
 LN0020;SPC CO N     -   440,230.      666,920.      MT  (+/- 180 meters Scaled)
 LN0020
 LN0020                          SUPERSEDED SURVEY CONTROL
 LN0020
 LN0020  NGVD 29 (??/??/92) 1789.293  (m)         5870.37   (f) ADJ UNCH    2 0
 LN0020
 LN0020.Superseded values are not recommended for survey control.
 LN0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0020.See file dsdata.txt to determine how the superseded data were derived.
 LN0020
 LN0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK185882(NAD 83)
 LN0020_MARKER: DB = BENCH MARK DISK
 LN0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0020_STAMPING: E 382 1962
 LN0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0020+STABILITY: SURFACE MOTION
 LN0020
 LN0020  HISTORY     - Date     Condition        Report By
 LN0020  HISTORY     - 1962     MONUMENTED       CGS
 LN0020  HISTORY     - 1982     GOOD             USGS
 LN0020
 LN0020                          STATION DESCRIPTION
 LN0020
 LN0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0020'14.6 MI N FROM ELK SPRINGS.
 LN0020'0.15 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT ELK
 LN0020'SPRINGS, THENCE 0.2 MILE WEST ALONG COUNTY ROAD 14, THENCE 1.45 MILES
 LN0020'NORTH ALONG A GRADED ROAD, THENCE 12.8 MILES NORTH ALONG A TRACK ROAD,
 LN0020'AT THE CENTER OF A SMALL RIDGE SLOPING SOUTHWEST TO THE END OF THE
 LN0020'VALLEY, 41 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.2 FEET EAST OF
 LN0020'A WITNESS POST, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND SET IN THE
 LN0020'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 LN0020
 LN0020                          STATION RECOVERY (1982)
 LN0020
 LN0020'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LN0020'ELK SPRINGS, 14.6 MILES NORTH, SUNBEAM X-RDS., THENCE 2.9 MILES
 LN0020'NORTHWEST ALONG STATE 318 TO JCT. WITH COUNTY ROAD 10, THENCE WEST
 LN0020'12.6 MILES ALONG COUNTY ROAD 10 TO JCT. WITH COUNTY ROAD 25 AT EAST
 LN0020'END OF RIVER BRIDGE, THENCE SOUTH 3.3 MILES ALONG COUNTY ROAD 25 AT
 LN0020'THE CENTER OF A SMALL RIDGE SLOPING SOUTHWEST T 7 N, R 98 W, SECTION
 LN0020'328 41 FT. WEST OF CENTERLINE OF ROAD, ABOUT 1.5 FT. HIGHER THAN ROAD
 LN0020'A STD. TABLET STAMPED E 382 1962, SET IN TOP CONCRETE POST PROJECTING
 LN0020'0.2 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0489 ***********************************************************************
 LM0489  DESIGNATION -  E 383
 LM0489  PID         -  LM0489
 LM0489  STATE/COUNTY-  CO/RIO BLANCO
 LM0489  USGS QUAD   -  RATTLESNAKE MESA (1966)
 LM0489
 LM0489                         *CURRENT SURVEY CONTROL
 LM0489  ___________________________________________________________________
 LM0489* NAD 83(1986)-  40 01 19.     (N)    107 49 13.     (W)     SCALED    
 LM0489* NAVD 88     -      1959.226  (meters)    6427.89   (feet)  ADJUSTED  
 LM0489  ___________________________________________________________________
 LM0489  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 LM0489  DYNAMIC HT  -        1957.245 (meters)    6421.39  (feet)  COMP
 LM0489  MODELED GRAV-     979,545.4   (mgal)                       NAVD 88
 LM0489
 LM0489  VERT ORDER  -  SECOND    CLASS 0
 LM0489
 LM0489.The horizontal coordinates were scaled from a topographic map and have
 LM0489.an estimated accuracy of +/- 6 seconds.
 LM0489
 LM0489.The orthometric height was determined by differential leveling
 LM0489.and adjusted by the National Geodetic Survey in June 1991..
 LM0489
 LM0489.The geoid height was determined by GEOID03.
 LM0489
 LM0489.The dynamic height is computed by dividing the NAVD 88
 LM0489.geopotential number by the normal gravity value computed on the
 LM0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0489.degrees latitude (g = 980.6199 gals.).
 LM0489
 LM0489.The modeled gravity was interpolated from observed gravity values.
 LM0489
 LM0489;                    North         East    Units  Estimated Accuracy
 LM0489;SPC CO N     -   383,850.      716,360.      MT  (+/- 180 meters Scaled)
 LM0489
 LM0489                          SUPERSEDED SURVEY CONTROL
 LM0489
 LM0489  NGVD 29 (??/??/92) 1957.933  (m)         6423.65   (f) ADJ UNCH    2 0
 LM0489
 LM0489.Superseded values are not recommended for survey control.
 LM0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0489.See file dsdata.txt to determine how the superseded data were derived.
 LM0489
 LM0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE593340(NAD 83)
 LM0489_MARKER: DB = BENCH MARK DISK
 LM0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0489_STAMPING: E 383 1966
 LM0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0489+STABILITY: SURFACE MOTION
 LM0489
 LM0489  HISTORY     - Date     Condition        Report By
 LM0489  HISTORY     - 1966     MONUMENTED       CGS
 LM0489
 LM0489                          STATION DESCRIPTION
 LM0489
 LM0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0489'5.65 MI E FROM MEEKER.
 LM0489'1.7 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE FIRE STATION AT
 LM0489'MEEKER, THENCE 3.95 MILES SOUTHEAST ALONG STATE HIGHWAY 132, 0.2 MILE
 LM0489'NORTHWEST OF THE JUNCTION OF A DRIVEWAY WEST TO A RANCH, 86 FEET
 LM0489'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 60 FEET NORTHWEST OF THE
 LM0489'NORTHWEST END OF A WIRE GATE, 22 FEET SOUTHWEST OF A POWER POLE WITH
 LM0489'GUY WIRE, 3.2 FEET SOUTHWEST OF A FENCE, 2.3 FEET NORTHWEST OF A
 LM0489'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND IN THE TOP OF A
 LM0489'CONCRETE POST PROJECTING 0.2 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0469 ***********************************************************************
 LM0469  DESIGNATION -  E 384
 LM0469  PID         -  LM0469
 LM0469  STATE/COUNTY-  CO/RIO BLANCO
 LM0469  USGS QUAD   -  RATTLESNAKE MESA (1966)
 LM0469
 LM0469                         *CURRENT SURVEY CONTROL
 LM0469  ___________________________________________________________________
 LM0469* NAD 83(1986)-  40 04 32.     (N)    107 51 31.     (W)     SCALED    
 LM0469* NAVD 88     -      1989.523  (meters)    6527.29   (feet)  ADJUSTED  
 LM0469  ___________________________________________________________________
 LM0469  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 LM0469  DYNAMIC HT  -        1987.511 (meters)    6520.69  (feet)  COMP
 LM0469  MODELED GRAV-     979,543.7   (mgal)                       NAVD 88
 LM0469
 LM0469  VERT ORDER  -  SECOND    CLASS 0
 LM0469
 LM0469.The horizontal coordinates were scaled from a topographic map and have
 LM0469.an estimated accuracy of +/- 6 seconds.
 LM0469
 LM0469.The orthometric height was determined by differential leveling
 LM0469.and adjusted by the National Geodetic Survey in June 1991..
 LM0469
 LM0469.The geoid height was determined by GEOID03.
 LM0469
 LM0469.The dynamic height is computed by dividing the NAVD 88
 LM0469.geopotential number by the normal gravity value computed on the
 LM0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0469.degrees latitude (g = 980.6199 gals.).
 LM0469
 LM0469.The modeled gravity was interpolated from observed gravity values.
 LM0469
 LM0469;                    North         East    Units  Estimated Accuracy
 LM0469;SPC CO N     -   389,890.      713,250.      MT  (+/- 180 meters Scaled)
 LM0469
 LM0469                          SUPERSEDED SURVEY CONTROL
 LM0469
 LM0469  NGVD 29 (??/??/92) 1988.219  (m)         6523.02   (f) ADJ UNCH    2 0
 LM0469
 LM0469.Superseded values are not recommended for survey control.
 LM0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0469.See file dsdata.txt to determine how the superseded data were derived.
 LM0469
 LM0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE562400(NAD 83)
 LM0469_MARKER: DB = BENCH MARK DISK
 LM0469_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0469_SP_SET: CULVERT
 LM0469_STAMPING: E 384 1966
 LM0469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0469
 LM0469  HISTORY     - Date     Condition        Report By
 LM0469  HISTORY     - 1966     MONUMENTED       CGS
 LM0469
 LM0469                          STATION DESCRIPTION
 LM0469
 LM0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0469'4.65 MI NE FROM MEEKER.
 LM0469'4.65 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE FIRE STATION AT
 LM0469'MEEKER, IN THE TOP AND 0.6 FOOT SOUTH OF THE NORTH END OF THE WEST
 LM0469'HEAD WALL OF A 5 X 10-FOOT CONCRETE BOX CULVERT, 35.5 FEET WEST OF THE
 LM0469'CENTER LINE OF THE HIGHWAY AND ABOUT 4 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0248 ***********************************************************************
 LM0248  DESIGNATION -  E 385
 LM0248  PID         -  LM0248
 LM0248  STATE/COUNTY-  CO/ROUTT
 LM0248  USGS QUAD   -  OAK CREEK (1969)
 LM0248
 LM0248                         *CURRENT SURVEY CONTROL
 LM0248  ___________________________________________________________________
 LM0248* NAD 83(1992)-  40 15 18.37272(N)    106 56 22.36592(W)     ADJUSTED  
 LM0248* NAVD 88     -      2265.729  (meters)    7433.48   (feet)  ADJUSTED  
 LM0248  ___________________________________________________________________
 LM0248  X           -  -1,420,733.532 (meters)                     COMP
 LM0248  Y           -  -4,664,607.262 (meters)                     COMP
 LM0248  Z           -   4,101,099.685 (meters)                     COMP
 LM0248  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 LM0248  ELLIP HEIGHT-        2252.86  (meters)          (12/03/02) GPS OBS
 LM0248  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 LM0248  DYNAMIC HT  -        2263.339 (meters)    7425.64  (feet)  COMP
 LM0248  MODELED GRAV-     979,489.6   (mgal)                       NAVD 88
 LM0248
 LM0248  HORZ ORDER  -  FIRST
 LM0248  VERT ORDER  -  SECOND    CLASS 0
 LM0248  ELLP ORDER  -  FOURTH    CLASS II
 LM0248
 LM0248.The horizontal coordinates were established by GPS observations
 LM0248.and adjusted by the National Geodetic Survey in June 1998..
 LM0248
 LM0248.The orthometric height was determined by differential leveling
 LM0248.and adjusted by the National Geodetic Survey in June 1991..
 LM0248
 LM0248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LM0248
 LM0248.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0248
 LM0248.The ellipsoidal height was determined by GPS observations
 LM0248.and is referenced to NAD 83.
 LM0248
 LM0248.The geoid height was determined by GEOID03.
 LM0248
 LM0248.The dynamic height is computed by dividing the NAVD 88
 LM0248.geopotential number by the normal gravity value computed on the
 LM0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0248.degrees latitude (g = 980.6199 gals.).
 LM0248
 LM0248.The modeled gravity was interpolated from observed gravity values.
 LM0248
 LM0248;                    North         East     Units Scale Factor Converg.
 LM0248;SPC CO N     -   408,139.311   791,942.774   MT  0.99995685   -0 55 48.5
 LM0248;SPC CO N     - 1,339,037.06  2,598,232.25   sFT  0.99995685   -0 55 48.5
 LM0248;UTM  13      - 4,457,876.283   335,053.407   MT  0.99993493   -1 15 13.0
 LM0248
 LM0248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0248!SPC CO N     -   0.99964671  x   0.99995685  =   0.99960358
 LM0248!UTM  13      -   0.99964671  x   0.99993493  =   0.99958166
 LM0248
 LM0248                          SUPERSEDED SURVEY CONTROL
 LM0248
 LM0248  ELLIP H (06/12/98) 2252.85   (m)                       GP(       ) 3 2
 LM0248  NAVD 88 (06/12/98) 2265.73   (m)         7433.5    (f) LEVELING    3  
 LM0248  NGVD 29 (??/??/92) 2264.333  (m)         7428.90   (f) ADJ UNCH    2 0
 LM0248
 LM0248.Superseded values are not recommended for survey control.
 LM0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0248.See file dsdata.txt to determine how the superseded data were derived.
 LM0248
 LM0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE3505357876(NAD 83)
 LM0248_MARKER: DB = BENCH MARK DISK
 LM0248_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LM0248_SP_SET: IRREGATION SYPHON HEADWALL
 LM0248_STAMPING: E 385 1966
 LM0248_MARK LOGO: CGS   
 LM0248_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LM0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0248+STABILITY: SURFACE MOTION
 LM0248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LM0248+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1997
 LM0248
 LM0248  HISTORY     - Date     Condition        Report By
 LM0248  HISTORY     - 1966     MONUMENTED       CGS
 LM0248  HISTORY     - 19971024 GOOD             CODOT
 LM0248
 LM0248                          STATION DESCRIPTION
 LM0248
 LM0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0248'1.85 MI S FROM OAK CREEK.
 LM0248'1.85 MILES SOUTH ALONG STATE HIGHWAY 131 FROM THE POST OFFICE AT OAK
 LM0248'CREEK, 0.1 MILE SOUTH OF THE JUNCTION OF A DIRT ROAD EAST, 0.05 MILE
 LM0248'SOUTH OF THE CROSSING OF A TELEPHONE LINE, 0.4 MILE NORTH OF A
 LM0248'CONCRETE OVERPASS, IN THE TOP OF THE SOUTH END OF THE WEST HEAD WALL
 LM0248'FOR AN IRRIGATION SYPHON, 71 FEET SOUTH OF POLE 4, 37 FEET WEST OF THE
 LM0248'CENTER LINE OF THE HIGHWAY, ABOUT 6 FEET HIGHER THAN THE HIGHWAY.
 LM0248
 LM0248                          STATION RECOVERY (1997)
 LM0248
 LM0248'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 LM0248'THE STATION IS LOCATED ABOUT 1.8 MI (2.9 KM) SOUTHEAST OF OAK CREEK
 LM0248'AND 1.5 MI (2.4 KM) NORTH OF PHIPPSBURG, IN THE SOUTHWEST 1/4 OF
 LM0248'SECTION 4, T 3 N, R 85 W, AT STATE HIGHWAY 131 MILEPOST 49.95.
 LM0248'OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION RIGHT-OF-WAY  TO REACH
 LM0248'THE STATION FROM THE INTERSECTION, NORTH OF OAK CREEK, OF STATE
 LM0248'HIGHWAY 131 AND ROUTT COUNTY ROAD 27, THE ROAD TO HAYDEN, GO
 LM0248'SOUTHEASTERLY ON STATE HIGHWAY 131 FOR 2.1 MI (3.4 KM) TO THE STATION
 LM0248'ON THE RIGHT AT A SIDE ROAD RIGHT TO A PRIVATE HOUSE.  IT IS 0.15 MI
 LM0248'(0.24 KM) SOUTH OF ROUTT COUNTY ROAD 14 TO STAGECOACH STATE PARK  THE
 LM0248'MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE SOUTHEAST CORNER
 LM0248'OF A HEADWALL OF A INVERTED SIPHON.  IT IS 17.6 M (57.7 FT)
 LM0248'NORTH-NORTHWEST FROM THE TOP CENTER OF A TELEPHONE RISER BOX NUMBER
 LM0248'23115, 11.4 M (37.4 FT) SOUTHWEST FROM THE CENTER LINE OF STATE
 LM0248'HIGHWAY 131, 5.7 M (18.7 FT) NORTH-NORTHEAST FROM THE NORTHERN ONE OF
 LM0248'TWO GATE POSTS, 4.2 M (13.8 FT) NORTHEAST FROM THE RIGHT-OF-WAY FENCE
 LM0248'AND 0.6 M (2.0 FT) SOUTHWEST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0418 ***********************************************************************
 LM0418  DESIGNATION -  E 386
 LM0418  PID         -  LM0418
 LM0418  STATE/COUNTY-  CO/RIO BLANCO
 LM0418  USGS QUAD   -  DUNCKLEY PASS (1966)
 LM0418
 LM0418                         *CURRENT SURVEY CONTROL
 LM0418  ___________________________________________________________________
 LM0418* NAD 83(1986)-  40 12 11.     (N)    107 08 33.     (W)     SCALED    
 LM0418* NAVD 88     -      2884.992  (meters)    9465.18   (feet)  ADJUSTED  
 LM0418  ___________________________________________________________________
 LM0418  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 LM0418  DYNAMIC HT  -        2881.997 (meters)    9455.35  (feet)  COMP
 LM0418  MODELED GRAV-     979,479.6   (mgal)                       NAVD 88
 LM0418
 LM0418  VERT ORDER  -  SECOND    CLASS 0
 LM0418
 LM0418.The horizontal coordinates were scaled from a topographic map and have
 LM0418.an estimated accuracy of +/- 6 seconds.
 LM0418
 LM0418.The orthometric height was determined by differential leveling
 LM0418.and adjusted by the National Geodetic Survey in June 1991..
 LM0418
 LM0418.The geoid height was determined by GEOID03.
 LM0418
 LM0418.The dynamic height is computed by dividing the NAVD 88
 LM0418.geopotential number by the normal gravity value computed on the
 LM0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0418.degrees latitude (g = 980.6199 gals.).
 LM0418
 LM0418.The modeled gravity was interpolated from observed gravity values.
 LM0418
 LM0418;                    North         East    Units  Estimated Accuracy
 LM0418;SPC CO N     -   402,660.      774,570.      MT  (+/- 180 meters Scaled)
 LM0418
 LM0418                          SUPERSEDED SURVEY CONTROL
 LM0418
 LM0418  NGVD 29 (??/??/92) 2883.709  (m)         9460.97   (f) ADJ UNCH    2 0
 LM0418
 LM0418.Superseded values are not recommended for survey control.
 LM0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0418.See file dsdata.txt to determine how the superseded data were derived.
 LM0418
 LM0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE176524(NAD 83)
 LM0418_MARKER: DB = BENCH MARK DISK
 LM0418_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0418_SP_SET: CULVERT
 LM0418_STAMPING: E 386 1966
 LM0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0418
 LM0418  HISTORY     - Date     Condition        Report By
 LM0418  HISTORY     - 1966     MONUMENTED       CGS
 LM0418
 LM0418                          STATION DESCRIPTION
 LM0418
 LM0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0418'15.6 MI W FROM PHIPPSBURG.
 LM0418'15.6 MILES WEST ALONG STATE HIGHWAY 132 FROM THE JUNCTION OF STATE
 LM0418'HIGHWAY 131 AT PHIPPSBURG, IN THE TOP AND 0.9 FOOT SOUTHEAST OF THE
 LM0418'NORTHWEST END OF THE SOUTHWEST HEAD WALL OF A 24-INCH PIPE CULVERT, 22
 LM0418'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH
 LM0418'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0390 ***********************************************************************
 LM0390  DESIGNATION -  E 387
 LM0390  PID         -  LM0390
 LM0390  STATE/COUNTY-  CO/RIO BLANCO
 LM0390  USGS QUAD   -  PAGODA PEAK (1973)
 LM0390
 LM0390                         *CURRENT SURVEY CONTROL
 LM0390  ___________________________________________________________________
 LM0390* NAD 83(1986)-  40 08 09.     (N)    107 15 24.     (W)     SCALED    
 LM0390* NAVD 88     -      2865.653  (meters)    9401.73   (feet)  ADJUSTED  
 LM0390  ___________________________________________________________________
 LM0390  GEOID HEIGHT-         -12.57  (meters)                     GEOID03
 LM0390  DYNAMIC HT  -        2862.372 (meters)    9390.97  (feet)  COMP
 LM0390  MODELED GRAV-     979,375.8   (mgal)                       NAVD 88
 LM0390
 LM0390  VERT ORDER  -  SECOND    CLASS 0
 LM0390
 LM0390.The horizontal coordinates were scaled from a topographic map and have
 LM0390.an estimated accuracy of +/- 6 seconds.
 LM0390
 LM0390.The orthometric height was determined by differential leveling
 LM0390.and adjusted by the National Geodetic Survey in June 1991..
 LM0390
 LM0390.The geoid height was determined by GEOID03.
 LM0390
 LM0390.The dynamic height is computed by dividing the NAVD 88
 LM0390.geopotential number by the normal gravity value computed on the
 LM0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0390.degrees latitude (g = 980.6199 gals.).
 LM0390
 LM0390.The modeled gravity was interpolated from observed gravity values.
 LM0390
 LM0390;                    North         East    Units  Estimated Accuracy
 LM0390;SPC CO N     -   395,390.      764,710.      MT  (+/- 180 meters Scaled)
 LM0390
 LM0390                          SUPERSEDED SURVEY CONTROL
 LM0390
 LM0390  NGVD 29 (??/??/92) 2864.099  (m)         9396.63   (f) ADJ UNCH    2 0
 LM0390
 LM0390.Superseded values are not recommended for survey control.
 LM0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0390.See file dsdata.txt to determine how the superseded data were derived.
 LM0390
 LM0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE077452(NAD 83)
 LM0390_MARKER: DB = BENCH MARK DISK
 LM0390_SETTING: 80 = SET IN A BOULDER
 LM0390_SP_SET: BOULDER
 LM0390_STAMPING: E 387 1966
 LM0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0390+STABILITY: SURFACE MOTION
 LM0390
 LM0390  HISTORY     - Date     Condition        Report By
 LM0390  HISTORY     - 1966     MONUMENTED       CGS
 LM0390
 LM0390                          STATION DESCRIPTION
 LM0390
 LM0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0390'27.6 MI NE FROM BUFORD.
 LM0390'27.6 MILES NORTHEAST ALONG STATE HIGHWAY 132 FROM THE STORE AND POST
 LM0390'OFFICE AT BUFORD, ON THE INSIDE OF A CURVE AND AT THE SOUTHWEST END OF
 LM0390'A CUT BANK, IN THE TOP OF A 4 X 5-FOOT EMBEDDED BOULDER PROJECTING
 LM0390'ABOUT 1 FOOT, 77 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 8.1
 LM0390'FEET SOUTHEAST OF A WITNESS SIGN NAILED TO AN ASPEN TREE AND ABOUT 11
 LM0390'FEET ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0051 ***********************************************************************
 HJ0051  DESIGNATION -  E 39
 HJ0051  PID         -  HJ0051
 HJ0051  STATE/COUNTY-  CO/BACA
 HJ0051  USGS QUAD   -  CAMPO NE (1978)
 HJ0051
 HJ0051                         *CURRENT SURVEY CONTROL
 HJ0051  ___________________________________________________________________
 HJ0051* NAD 83(1986)-  37 12 42.     (N)    102 36 56.     (W)     SCALED    
 HJ0051* NAVD 88     -      1346.864  (meters)    4418.84   (feet)  ADJUSTED  
 HJ0051  ___________________________________________________________________
 HJ0051  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 HJ0051  DYNAMIC HT  -        1345.412 (meters)    4414.07  (feet)  COMP
 HJ0051  MODELED GRAV-     979,505.3   (mgal)                       NAVD 88
 HJ0051
 HJ0051  VERT ORDER  -  FIRST     CLASS II
 HJ0051
 HJ0051.The horizontal coordinates were scaled from a topographic map and have
 HJ0051.an estimated accuracy of +/- 6 seconds.
 HJ0051
 HJ0051.The orthometric height was determined by differential leveling
 HJ0051.and adjusted by the National Geodetic Survey in June 1991..
 HJ0051
 HJ0051.The geoid height was determined by GEOID03.
 HJ0051
 HJ0051.The dynamic height is computed by dividing the NAVD 88
 HJ0051.geopotential number by the normal gravity value computed on the
 HJ0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0051.degrees latitude (g = 980.6199 gals.).
 HJ0051
 HJ0051.The modeled gravity was interpolated from observed gravity values.
 HJ0051
 HJ0051;                    North         East    Units  Estimated Accuracy
 HJ0051;SPC CO S     -   369,240.    1,170,400.      MT  (+/- 180 meters Scaled)
 HJ0051
 HJ0051                          SUPERSEDED SURVEY CONTROL
 HJ0051
 HJ0051  NGVD 29 (??/??/92) 1346.234  (m)         4416.77   (f) ADJ UNCH    1 2
 HJ0051
 HJ0051.Superseded values are not recommended for survey control.
 HJ0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0051.See file dsdata.txt to determine how the superseded data were derived.
 HJ0051
 HJ0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB115210(NAD 83)
 HJ0051_MARKER: DB = BENCH MARK DISK
 HJ0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0051_STAMPING: E 38 1933
 HJ0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0051+STABILITY: SURFACE MOTION
 HJ0051
 HJ0051  HISTORY     - Date     Condition        Report By
 HJ0051  HISTORY     - 1933     MONUMENTED       CGS
 HJ0051  HISTORY     - 1934     GOOD             NGS
 HJ0051  HISTORY     - 1962     MARK NOT FOUND   NGS
 HJ0051  HISTORY     - 1985     MARK NOT FOUND   NGS
 HJ0051
 HJ0051                          STATION DESCRIPTION
 HJ0051
 HJ0051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HJ0051'9.5 MI N FROM CAMPO.
 HJ0051'LOCATED ALONG THE R. OF W. OF STATE HIGHWAY NO. 59 45 FT. WEST OF
 HJ0051'THE CENTER LINE OF THE HIGHWAY.  50 FT. SOUTH OF TEL. POLE.
 HJ0051'0.1 MILES SOUTH OF EAST AND WEST FARM ROAD.  0.3 MILES NORTH OF EAST
 HJ0051'AND WEST COUNTY ROAD.  STAMPED, E-39 1933.
 HJ0051
 HJ0051                          STATION RECOVERY (1962)
 HJ0051
 HJ0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HJ0051'MARK NOT FOUND.
 HJ0051
 HJ0051                          STATION RECOVERY (1985)
 HJ0051
 HJ0051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HJ0051'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1101 ***********************************************************************
 LL1101  DESIGNATION -  E 390
 LL1101  PID         -  LL1101
 LL1101  STATE/COUNTY-  CO/WELD
 LL1101  USGS QUAD   -  EATON (1975)
 LL1101
 LL1101                         *CURRENT SURVEY CONTROL
 LL1101  ___________________________________________________________________
 LL1101* NAD 83(1986)-  40 31 28.     (N)    104 42 32.     (W)     SCALED    
 LL1101* NAVD 88     -      1470.113  (meters)    4823.20   (feet)  ADJUSTED  
 LL1101  ___________________________________________________________________
 LL1101  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 LL1101  DYNAMIC HT  -        1468.874 (meters)    4819.13  (feet)  COMP
 LL1101  MODELED GRAV-     979,731.0   (mgal)                       NAVD 88
 LL1101
 LL1101  VERT ORDER  -  FIRST     CLASS II
 LL1101
 LL1101.The horizontal coordinates were scaled from a topographic map and have
 LL1101.an estimated accuracy of +/- 6 seconds.
 LL1101
 LL1101.The orthometric height was determined by differential leveling
 LL1101.and adjusted by the National Geodetic Survey in June 1991..
 LL1101
 LL1101.The geoid height was determined by GEOID03.
 LL1101
 LL1101.The dynamic height is computed by dividing the NAVD 88
 LL1101.geopotential number by the normal gravity value computed on the
 LL1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1101.degrees latitude (g = 980.6199 gals.).
 LL1101
 LL1101.The modeled gravity was interpolated from observed gravity values.
 LL1101
 LL1101;                    North         East    Units  Estimated Accuracy
 LL1101;SPC CO N     -   437,350.      981,440.      MT  (+/- 180 meters Scaled)
 LL1101
 LL1101                          SUPERSEDED SURVEY CONTROL
 LL1101
 LL1101  NGVD 29 (06/08/92) 1469.234  (m)         4820.31   (f) ADJUSTED    1 2
 LL1101
 LL1101.Superseded values are not recommended for survey control.
 LL1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1101.See file dsdata.txt to determine how the superseded data were derived.
 LL1101
 LL1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE246860(NAD 83)
 LL1101_MARKER: I = METAL ROD
 LL1101_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1101_SP_SET: STAINLESS STEEL ROD
 LL1101_STAMPING: E 390 1983
 LL1101_MARK LOGO: NGS   
 LL1101_PROJECTION: FLUSH
 LL1101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1101+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2006
 LL1101_ROD/PIPE-DEPTH: 21.9 meters
 LL1101
 LL1101  HISTORY     - Date     Condition        Report By
 LL1101  HISTORY     - 1983     MONUMENTED       NGS
 LL1101  HISTORY     - 20060722 GOOD             INDIV
 LL1101
 LL1101                          STATION DESCRIPTION
 LL1101
 LL1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LL1101'11.4 KM (7.1 MI) NORTH FROM GREELEY.
 LL1101'11.4 KM (7.1 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL1101'STATION IN GREELEY, IN THE SOUTHEAST ANGLE OF THE CROSSING OF COUNTY
 LL1101'ROAD 74, 12.0 METERS (39.4 FT) SOUTH OF THE CENTERLINE OF THE ROAD,
 LL1101'8.6 METERS (28.2 FT) EAST OF THE NEAR RAIL, AND 1.1 METERS (3.6 FT)
 LL1101'WEST OF THE EAST LEG OF A DOUBLE UTILITY POLE.  NOTE--ACCESS TO THE
 LL1101'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LL1101'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 LL1101'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 LL1101
 LL1101                          STATION RECOVERY (2006)
 LL1101
 LL1101'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (CWD)
 LL1101'MARK IS NOW BELOW LEVEL WITH TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0987 ***********************************************************************
 LL0987  DESIGNATION -  E 391
 LL0987  PID         -  LL0987
 LL0987  STATE/COUNTY-  CO/WELD
 LL0987  USGS QUAD   -  FORT LUPTON (1994)
 LL0987
 LL0987                         *CURRENT SURVEY CONTROL
 LL0987  ___________________________________________________________________
 LL0987* NAD 83(1986)-  40 03 31.     (N)    104 48 30.     (W)     SCALED    
 LL0987* NAVD 88     -      1503.076  (meters)    4931.34   (feet)  ADJUSTED  
 LL0987  ___________________________________________________________________
 LL0987  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 LL0987  DYNAMIC HT  -        1501.718 (meters)    4926.89  (feet)  COMP
 LL0987  MODELED GRAV-     979,670.2   (mgal)                       NAVD 88
 LL0987
 LL0987  VERT ORDER  -  FIRST     CLASS II
 LL0987
 LL0987.The horizontal coordinates were scaled from a topographic map and have
 LL0987.an estimated accuracy of +/- 6 seconds.
 LL0987
 LL0987.The orthometric height was determined by differential leveling
 LL0987.and adjusted by the National Geodetic Survey in June 1991..
 LL0987
 LL0987.The geoid height was determined by GEOID03.
 LL0987
 LL0987.The dynamic height is computed by dividing the NAVD 88
 LL0987.geopotential number by the normal gravity value computed on the
 LL0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0987.degrees latitude (g = 980.6199 gals.).
 LL0987
 LL0987.The modeled gravity was interpolated from observed gravity values.
 LL0987
 LL0987;                    North         East    Units  Estimated Accuracy
 LL0987;SPC CO N     -   385,560.      973,410.      MT  (+/- 180 meters Scaled)
 LL0987
 LL0987                          SUPERSEDED SURVEY CONTROL
 LL0987
 LL0987  NGVD 29 (??/??/??) 1502.183  (m)         4928.41   (f) ADJUSTED    1 2
 LL0987
 LL0987.Superseded values are not recommended for survey control.
 LL0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0987.See file dsdata.txt to determine how the superseded data were derived.
 LL0987
 LL0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE163342(NAD 83)
 LL0987_MARKER: I = METAL ROD
 LL0987_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LL0987_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LL0987_STAMPING: E 391 1983
 LL0987_MARK LOGO: NGS   
 LL0987_PROJECTION: FLUSH
 LL0987_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL0987+STABILITY: POSITION/ELEVATION WELL
 LL0987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0987+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2004
 LL0987_ROD/PIPE-DEPTH: 18.0 meters
 LL0987_SLEEVE-DEPTH  : 11.4 meters
 LL0987
 LL0987  HISTORY     - Date     Condition        Report By
 LL0987  HISTORY     - 1983     MONUMENTED       NGS
 LL0987  HISTORY     - 20040809 GOOD             USPSQD
 LL0987
 LL0987                          STATION DESCRIPTION
 LL0987
 LL0987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LL0987'21.4 KM (13.3 MI) NORTH FROM COMMERCE CITY.
 LL0987'21.4 KM (13.3 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM ITS
 LL0987'JUNCTION WITH INTERSTATE HIGHWAY 76 IN NORTH COMMERCE CITY,
 LL0987'93.8 METERS (307.7 FT) NORTH OF MILEPOST 24, 78.9 METERS (258.9 FT)
 LL0987'NORTH OF THE CENTER OF COUNTY ROAD 10, 13.7 METERS (44.9 FT) WEST OF
 LL0987'THE NEAR RAIL, AND 1.5 METERS (4.9 FT) NORTH OF A T-FENCE CORNER.
 LL0987'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LL0987'THE MARK IS 0.9 METERS  E FROM  A WITNESS POST AND FENCE
 LL0987'THE MARK IS 0.3 M BELOW THE TRACKS.
 LL0987
 LL0987                          STATION RECOVERY (2004)
 LL0987
 LL0987'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL0987'WITNESS POST GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1298 ***********************************************************************
 KK1298  DESIGNATION -  E 392
 KK1298  PID         -  KK1298
 KK1298  STATE/COUNTY-  CO/ADAMS
 KK1298  USGS QUAD   -  COMMERCE CITY (1994)
 KK1298
 KK1298                         *CURRENT SURVEY CONTROL
 KK1298  ___________________________________________________________________
 KK1298* NAD 83(1986)-  39 49 39.     (N)    104 55 25.     (W)     SCALED    
 KK1298* NAVD 88     -      1564.547  (meters)    5133.02   (feet)  ADJUSTED  
 KK1298  ___________________________________________________________________
 KK1298  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 KK1298  DYNAMIC HT  -        1563.089 (meters)    5128.23  (feet)  COMP
 KK1298  MODELED GRAV-     979,639.3   (mgal)                       NAVD 88
 KK1298
 KK1298  VERT ORDER  -  FIRST     CLASS II
 KK1298
 KK1298.The horizontal coordinates were scaled from a topographic map and have
 KK1298.an estimated accuracy of +/- 6 seconds.
 KK1298
 KK1298.The orthometric height was determined by differential leveling
 KK1298.and adjusted by the National Geodetic Survey in June 1991..
 KK1298
 KK1298.The geoid height was determined by GEOID03.
 KK1298
 KK1298.The dynamic height is computed by dividing the NAVD 88
 KK1298.geopotential number by the normal gravity value computed on the
 KK1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1298.degrees latitude (g = 980.6199 gals.).
 KK1298
 KK1298.The modeled gravity was interpolated from observed gravity values.
 KK1298
 KK1298;                    North         East    Units  Estimated Accuracy
 KK1298;SPC CO N     -   359,830.      963,740.      MT  (+/- 180 meters Scaled)
 KK1298
 KK1298                          SUPERSEDED SURVEY CONTROL
 KK1298
 KK1298  NGVD 29 (??/??/??) 1563.664  (m)         5130.12   (f) ADJUSTED    1 2
 KK1298
 KK1298.Superseded values are not recommended for survey control.
 KK1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1298.See file dsdata.txt to determine how the superseded data were derived.
 KK1298
 KK1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE065086(NAD 83)
 KK1298_MARKER: I = METAL ROD
 KK1298_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1298_SP_SET: STAINLESS STEEL ROD
 KK1298_STAMPING: E 392 1983
 KK1298_MARK LOGO: NGS   
 KK1298_PROJECTION: FLUSH
 KK1298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1298_ROD/PIPE-DEPTH: 9.8  meters
 KK1298
 KK1298  HISTORY     - Date     Condition        Report By
 KK1298  HISTORY     - 1983     MONUMENTED       NGS
 KK1298  HISTORY     - 1983     GOOD             NGS
 KK1298
 KK1298                          STATION DESCRIPTION
 KK1298
 KK1298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1298'IN COMMERCE CITY.
 KK1298'IN COMMERCE CITY, AT THE JUNCTION OF THE UNION PACIFIC RAILROAD AND
 KK1298'EAST 72ND AVENUE, 67.0 METERS (219.8 FT) NORTHEAST OF THE CENTERLINE
 KK1298'OF THE AVENUE, 8.6 METERS (28.2 FT) SOUTHEAST OF THE NEAR RAIL,
 KK1298'5.9 METERS (19.4 FT) NORTHWEST OF A FENCE, AND 1.1 METERS (3.6 FT)
 KK1298'SOUTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 KK1298'THROUGH A 5-INCH LOGO CAP.
 KK1298'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 KK1298'THE MARK IS 0.9 M BELOW THE TRACKS.
 KK1298
 KK1298                          STATION RECOVERY (1983)
 KK1298
 KK1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK1298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1284 ***********************************************************************
 KK1284  DESIGNATION -  E 393
 KK1284  PID         -  KK1284
 KK1284  STATE/COUNTY-  CO/DENVER
 KK1284  USGS QUAD   -  ENGLEWOOD (1997)
 KK1284
 KK1284                         *CURRENT SURVEY CONTROL
 KK1284  ___________________________________________________________________
 KK1284* NAD 83(1992)-  39 43 06.11629(N)    104 54 46.76977(W)     ADJUSTED  
 KK1284* NAVD 88     -      1643.851  (meters)    5393.20   (feet)  ADJUSTED  
 KK1284  ___________________________________________________________________
 KK1284  X           -  -1,264,627.282 (meters)                     COMP
 KK1284  Y           -  -4,748,485.436 (meters)                     COMP
 KK1284  Z           -   4,055,021.136 (meters)                     COMP
 KK1284  LAPLACE CORR-          -6.19  (seconds)                    DEFLEC99
 KK1284  ELLIP HEIGHT-        1626.55  (meters)          (12/03/02) GPS OBS
 KK1284  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 KK1284  DYNAMIC HT  -        1642.265 (meters)    5388.00  (feet)  COMP
 KK1284  MODELED GRAV-     979,604.2   (mgal)                       NAVD 88
 KK1284
 KK1284  HORZ ORDER  -  FIRST
 KK1284  VERT ORDER  -  FIRST     CLASS II
 KK1284  ELLP ORDER  -  FOURTH    CLASS II
 KK1284
 KK1284.The horizontal coordinates were established by GPS observations
 KK1284.and adjusted by the National Geodetic Survey in January 1998..
 KK1284
 KK1284.The orthometric height was determined by differential leveling
 KK1284.and adjusted by the National Geodetic Survey in June 1991..
 KK1284
 KK1284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK1284
 KK1284.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1284
 KK1284.The ellipsoidal height was determined by GPS observations
 KK1284.and is referenced to NAD 83.
 KK1284
 KK1284.The geoid height was determined by GEOID03.
 KK1284
 KK1284.The dynamic height is computed by dividing the NAVD 88
 KK1284.geopotential number by the normal gravity value computed on the
 KK1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1284.degrees latitude (g = 980.6199 gals.).
 KK1284
 KK1284.The modeled gravity was interpolated from observed gravity values.
 KK1284
 KK1284;                    North         East     Units Scale Factor Converg.
 KK1284;SPC CO C     -   514,222.270   964,733.410   MT  0.99999390   +0 22 12.8
 KK1284;SPC CO C     - 1,687,077.56  3,165,129.53   sFT  0.99999390   +0 22 12.8
 KK1284;UTM  13      - 4,396,502.939   507,457.433   MT  0.99960068   +0 03 20.2
 KK1284
 KK1284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1284!SPC CO C     -   0.99974489  x   0.99999390  =   0.99973879
 KK1284!UTM  13      -   0.99974489  x   0.99960068  =   0.99934567
 KK1284
 KK1284                          SUPERSEDED SURVEY CONTROL
 KK1284
 KK1284  ELLIP H (01/12/98) 1626.57   (m)                       GP(       ) 4 1
 KK1284  NAVD 88 (01/12/98) 1643.85   (m)         5393.2    (f) LEVELING    3  
 KK1284  NGVD 29 (??/??/??) 1642.937  (m)         5390.20   (f) ADJUSTED    1 2
 KK1284
 KK1284.Superseded values are not recommended for survey control.
 KK1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1284.See file dsdata.txt to determine how the superseded data were derived.
 KK1284
 KK1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED0745796503(NAD 83)
 KK1284_MARKER: I = METAL ROD
 KK1284_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1284_SP_SET: STAINLESS STEEL ROD
 KK1284_STAMPING: E 393 1983
 KK1284_MARK LOGO: NGS   
 KK1284_PROJECTION: FLUSH
 KK1284_MAGNETIC: I = MARKER IS A STEEL ROD
 KK1284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1284+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 KK1284_ROD/PIPE-DEPTH: 9.8  meters
 KK1284
 KK1284  HISTORY     - Date     Condition        Report By
 KK1284  HISTORY     - 1983     MONUMENTED       NGS
 KK1284  HISTORY     - 1984     GOOD             NGS
 KK1284  HISTORY     - 19960411 GOOD             MSAM
 KK1284  HISTORY     - 20040720 GOOD             CO0600
 KK1284
 KK1284                          STATION DESCRIPTION
 KK1284
 KK1284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1284'IN DENVER.
 KK1284'IN DENVER, AT THE INTERSECTION OF MONACO STREET PARKWAY AND 1ST
 KK1284'AVENUE, 12.7 METERS (41.7 FT) WEST OF THE CENTERLINE OF THE SOUTH
 KK1284'BOUND LANES OF THE PARKWAY, 7.6 METERS (24.9 FT) SOUTH OF THE CENTER
 KK1284'OF THE WEST BOUND LANE OF THE AVENUE, 7.3 METERS (24.0 FT) NORTH OF
 KK1284'THE CENTER OF THE EAST BOUND LANE OF THE AVENUE, AND 3.4 METERS
 KK1284'(11.2 FT) EAST OF THE SOUTHEAST LEG OF A SIGN (CRESTMOOR PARK DRIVE
 KK1284'SLOWLY).  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1284'THE MARK IS ABOVE LEVEL WITH THE PARKWAY.
 KK1284
 KK1284                          STATION RECOVERY (1984)
 KK1284
 KK1284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK1284'RECOVERED IN GOOD CONDITION.
 KK1284
 KK1284                          STATION RECOVERY (1996)
 KK1284
 KK1284'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1996 (RSC)
 KK1284'THE STATION IS LOCATED IN THE CITY AND COUNTY OF DENVER, IN THE CENTER
 KK1284'OF SECTION OF SECTION 8, T 3 S, R 67 W.  OWNERSHIP--CITY AND COUNTY OF
 KK1284'DENVER RIGHT-OF-WAY TO REACH THE STATION, GO TO THE INTERSECTION OF
 KK1284'1ST AVENUE AND MONACO PARKWAY IN THE CITY OF DENVER, IN THE TRAFFIC
 KK1284'ISLAND ON THE WESTSIDE OF 1ST AVENUE  THE MARK IS A PUNCH HOLE, TOP
 KK1284'CENTER ON A STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCLOSED IN A
 KK1284'5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A CONCRETE COLLAR
 KK1284'RECESSED 2 CM BELOW GROUND.  IT IS 12.7 M (41.7 FT) WEST OF THE CENTER
 KK1284'LINE OF THE SOUTH BOUND LANES OF THE PARKWAY, 9.7 M (31.8 FT) EAST OF
 KK1284'THE CENTER OF A FLAGSTONE SIGN --CRESTMOOR PARK--, 7.6 M (24.9 FT)
 KK1284'SOUTH OF THE CENTER OF THE WEST BOUND LANE OF THE AVENUE, 7.3 M (24.0
 KK1284'FT) NORTH OF THE CENTER OF THE EAST BOUND LAND OF THE AVENUE, 3.85 M
 KK1284'(12.63 FT) SOUTH OF THE NORTHERN ISLAND CURB, 3.4 M (11.2 FT) SOUTH OF
 KK1284'THE SOUTHERN ISLAND CURB AND ABOUT LEVEL WITH THE PARKWAY.
 KK1284
 KK1284                          STATION RECOVERY (2004)
 KK1284
 KK1284'RECOVERY NOTE BY CITY AND COUNTY OF DENVER COLORADO 2004 (RTE)
 KK1284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1291 ***********************************************************************
 KK1291  DESIGNATION -  E 394
 KK1291  PID         -  KK1291
 KK1291  STATE/COUNTY-  CO/DENVER
 KK1291  USGS QUAD   -  COMMERCE CITY (1994)
 KK1291
 KK1291                         *CURRENT SURVEY CONTROL
 KK1291  ___________________________________________________________________
 KK1291* NAD 83(1986)-  39 46 13.     (N)    104 53 00.     (W)     SCALED    
 KK1291* NAVD 88     -      1606.217  (meters)    5269.73   (feet)  ADJUSTED  
 KK1291  ___________________________________________________________________
 KK1291  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 KK1291  DYNAMIC HT  -        1604.694 (meters)    5264.73  (feet)  COMP
 KK1291  MODELED GRAV-     979,622.5   (mgal)                       NAVD 88
 KK1291
 KK1291  VERT ORDER  -  FIRST     CLASS II
 KK1291
 KK1291.The horizontal coordinates were scaled from a topographic map and have
 KK1291.an estimated accuracy of +/- 6 seconds.
 KK1291
 KK1291.The orthometric height was determined by differential leveling
 KK1291.and adjusted by the National Geodetic Survey in June 1991..
 KK1291
 KK1291.The geoid height was determined by GEOID03.
 KK1291
 KK1291.The dynamic height is computed by dividing the NAVD 88
 KK1291.geopotential number by the normal gravity value computed on the
 KK1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1291.degrees latitude (g = 980.6199 gals.).
 KK1291
 KK1291.The modeled gravity was interpolated from observed gravity values.
 KK1291
 KK1291;                    North         East    Units  Estimated Accuracy
 KK1291;SPC CO C     -   520,000.      967,240.      MT  (+/- 180 meters Scaled)
 KK1291
 KK1291                          SUPERSEDED SURVEY CONTROL
 KK1291
 KK1291  NGVD 29 (??/??/??) 1605.322  (m)         5266.79   (f) ADJUSTED    1 2
 KK1291
 KK1291.Superseded values are not recommended for survey control.
 KK1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1291.See file dsdata.txt to determine how the superseded data were derived.
 KK1291
 KK1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE099022(NAD 83)
 KK1291_MARKER: DB = BENCH MARK DISK
 KK1291_SETTING: 39 = SET IN A TUNNEL
 KK1291_SP_SET: TUNNEL
 KK1291_STAMPING: E 394 1983
 KK1291_MARK LOGO: NGS   
 KK1291_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1291+STABILITY: POSITION/ELEVATION WELL
 KK1291
 KK1291  HISTORY     - Date     Condition        Report By
 KK1291  HISTORY     - 1983     MONUMENTED       NGS
 KK1291  HISTORY     - 1984     GOOD             NGS
 KK1291
 KK1291                          STATION DESCRIPTION
 KK1291
 KK1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1291'IN DENVER.
 KK1291'IN DENVER, AT STAPLETON INTERNATIONAL AIRPORT, SET VERTICALLY IN THE
 KK1291'WEST FACE OF THE UNION PACIFIC RAILROAD TUNNEL UNDER THE MOST WESTERLY
 KK1291'NORTH-SOUTH RUNWAY OF THE AIRPORT AND 2.1 METERS (6.9 FT) SOUTH OF THE
 KK1291'NEAR RAIL.
 KK1291'THE MARK IS 1.2 M ABOVE THE GROUND.
 KK1291
 KK1291                          STATION RECOVERY (1984)
 KK1291
 KK1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK1291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8534 ***********************************************************************
 DF8534  DESIGNATION -  E 395 RESET
 DF8534  PID         -  DF8534
 DF8534  STATE/COUNTY-  CO/EL PASO
 DF8534  USGS QUAD   -  FOUNTAIN (1994)
 DF8534
 DF8534                         *CURRENT SURVEY CONTROL
 DF8534  ___________________________________________________________________
 DF8534* NAD 83(1986)-  38 40 18.     (N)    104 42 53.     (W)     SCALED    
 DF8534* NAVD 88     -      1691.991  (meters)    5551.14   (feet)  ADJUSTED  
 DF8534  ___________________________________________________________________
 DF8534  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 DF8534  DYNAMIC HT  -        1690.185 (meters)    5545.22  (feet)  COMP
 DF8534  MODELED GRAV-     979,501.7   (mgal)                       NAVD 88
 DF8534
 DF8534  VERT ORDER  -  FIRST     CLASS II
 DF8534
 DF8534.The horizontal coordinates were scaled from a topographic map and have
 DF8534.an estimated accuracy of +/- 6 seconds.
 DF8534
 DF8534.The orthometric height was determined by differential leveling
 DF8534.and adjusted by the National Geodetic Survey in September 2004..
 DF8534
 DF8534.The geoid height was determined by GEOID03.
 DF8534
 DF8534.The dynamic height is computed by dividing the NAVD 88
 DF8534.geopotential number by the normal gravity value computed on the
 DF8534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8534.degrees latitude (g = 980.6199 gals.).
 DF8534
 DF8534.The modeled gravity was interpolated from observed gravity values.
 DF8534
 DF8534;                    North         East    Units  Estimated Accuracy
 DF8534;SPC CO C     -   398,160.      982,740.      MT  (+/- 180 meters Scaled)
 DF8534
 DF8534                          SUPERSEDED SURVEY CONTROL
 DF8534
 DF8534.No superseded survey control is available for this station.
 DF8534
 DF8534_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC248803(NAD 83)
 DF8534_MARKER: F = FLANGE-ENCASED ROD
 DF8534_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF8534_STAMPING: E 395 RESET 2001
 DF8534_MARK LOGO: NGS   
 DF8534_PROJECTION: FLUSH
 DF8534_MAGNETIC: I = MARKER IS A STEEL ROD
 DF8534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8534+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF8534_ROD/PIPE-DEPTH:  6.1 meters
 DF8534
 DF8534  HISTORY     - Date     Condition        Report By
 DF8534  HISTORY     - 2001     MONUMENTED       CODOT
 DF8534
 DF8534                          STATION DESCRIPTION
 DF8534
 DF8534'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 2001 (LDV)
 DF8534'LOCATED ABOUT 1.6 KM (1.0 MI) SW FROM THE TOWN OF FOUNTAIN IN THE
 DF8534'NORTHWEST CORNER OF
 DF8534'SECTION 7, TOWNSHIP 16 SOUTH, RANGE 65 WEST.
 DF8534' 
 DF8534'TO REACH THE STATION FROM THE INTERSTATE 25 EXIT FOR THE TOWN OF
 DF8534'FOUNTAIN (EXIT 128)
 DF8534'PROCEED WESTERLY ON CHARTER OAK RANCH ROAD TO A T INTERSECTION TO THE
 DF8534'STATION ON
 DF8534'THE RIGHT. THE STATION IS LOCATED AT THE NORTHEAST CORNER OF THE
 DF8534'INTERSECTION.
 DF8534' 
 DF8534'THE MARK IS A STAINLESS STEEL ROD 6.1 M (20.0 FT) LONG DRIVEN TO
 DF8534'REFUSAL, ENCLOSED IN A
 DF8534'5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A CONCRETE COLLAR.
 DF8534' 
 DF8534'IT IS 10.7 M (35.0 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE ROAD
 DF8534'INTERSECTION, 4.9 M
 DF8534'(16.0 FT) NORTHWEST FROM A STOP SIGN,  13.1 M (43.0 FT) EAST FROM A
 DF8534'POWER POLE WITH STREET
 DF8534'LIGHT AT THE NORTHWEST CORNER OF THE INTERSECTION, ABOUT 0.3 M (1.0
 DF8534'FT) BELOW THE
 DF8534'CENTERLINE OF THE ROAD, 0.6 M (2 FT) EAST FROM A WITNESS POST.
 DF8534' 
 DF8534' 
 DF8534' 
 DF8534' 
 DF8534'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1339 ***********************************************************************
 KK1339  DESIGNATION -  E 397
 KK1339  PID         -  KK1339
 KK1339  STATE/COUNTY-  CO/DOUGLAS
 KK1339  USGS QUAD   -  SEDALIA (1994)
 KK1339
 KK1339                         *CURRENT SURVEY CONTROL
 KK1339  ___________________________________________________________________
 KK1339* NAD 83(1986)-  39 29 11.     (N)    105 00 01.     (W)     SCALED    
 KK1339* NAVD 88     -      1718.830  (meters)    5639.19   (feet)  ADJUSTED  
 KK1339  ___________________________________________________________________
 KK1339  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 KK1339  DYNAMIC HT  -        1717.102 (meters)    5633.53  (feet)  COMP
 KK1339  MODELED GRAV-     979,561.3   (mgal)                       NAVD 88
 KK1339
 KK1339  VERT ORDER  -  FIRST     CLASS II
 KK1339
 KK1339.The horizontal coordinates were scaled from a topographic map and have
 KK1339.an estimated accuracy of +/- 6 seconds.
 KK1339
 KK1339.The orthometric height was determined by differential leveling
 KK1339.and adjusted by the National Geodetic Survey in June 1991..
 KK1339
 KK1339.The geoid height was determined by GEOID03.
 KK1339
 KK1339.The dynamic height is computed by dividing the NAVD 88
 KK1339.geopotential number by the normal gravity value computed on the
 KK1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1339.degrees latitude (g = 980.6199 gals.).
 KK1339
 KK1339.The modeled gravity was interpolated from observed gravity values.
 KK1339
 KK1339;                    North         East    Units  Estimated Accuracy
 KK1339;SPC CO C     -   488,420.      957,390.      MT  (+/- 180 meters Scaled)
 KK1339
 KK1339                          SUPERSEDED SURVEY CONTROL
 KK1339
 KK1339  NGVD 29 (??/??/??) 1717.895  (m)         5636.13   (f) ADJUSTED    1 2
 KK1339
 KK1339.Superseded values are not recommended for survey control.
 KK1339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1339.See file dsdata.txt to determine how the superseded data were derived.
 KK1339
 KK1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD999707(NAD 83)
 KK1339_MARKER: I = METAL ROD
 KK1339_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1339_SP_SET: STAINLESS STEEL ROD
 KK1339_STAMPING: E 397 1983
 KK1339_MARK LOGO: NGS   
 KK1339_PROJECTION: FLUSH
 KK1339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1339_ROD/PIPE-DEPTH: 13.4 meters
 KK1339
 KK1339  HISTORY     - Date     Condition        Report By
 KK1339  HISTORY     - 1983     MONUMENTED       NGS
 KK1339  HISTORY     - 20000913 GOOD             MSAM
 KK1339
 KK1339                          STATION DESCRIPTION
 KK1339
 KK1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1339'18.0 KM (11.2 MI) NW FROM CASTLE ROCK.
 KK1339'18.0 KM (11.2 MI) NORTHWESTERLY ALONG THE DENVER AND RIO GRANDE
 KK1339'WESTERN RAILROAD FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 25 IN
 KK1339'CASTLE ROCK, OR 16.1 KM (10.0 MI) SOUTHERLY ALONG THE DENVER AND RIO
 KK1339'GRANDE WESTERN RAILROAD FROM THE STATION IN LITTLETON, 0.6 KM (0.35
 KK1339'MI) NORTHWEST OF THE INTERSECTION OF A PAVED ROAD LEADING NORTHWEST,
 KK1339'40.3 METERS (64.3 FT) SOUTHEAST OF A UTILITY POLE, 19.6 METERS
 KK1339'(64.3 FT) NORTHEAST OF A FENCE, 10.4 METERS (34.1 FT) SOUTHWEST OF THE
 KK1339'NEAR RAIL, AND 1.2 METERS (3.9 FT) NORTHEAST OF A UTILITY POLE WITH 1
 KK1339'GUY WIRE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 KK1339'CAP.
 KK1339'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 KK1339'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 KK1339
 KK1339                          STATION RECOVERY (2000)
 KK1339
 KK1339'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2000 (RB)
 KK1339'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0402 ***********************************************************************
 HM0402  DESIGNATION -  E 398
 HM0402  PID         -  HM0402
 HM0402  STATE/COUNTY-  CO/MONTEZUMA
 HM0402  USGS QUAD   -  THOMPSON PARK (1963)
 HM0402
 HM0402                         *CURRENT SURVEY CONTROL
 HM0402  ___________________________________________________________________
 HM0402* NAD 83(1986)-  37 20 33.     (N)    108 12 44.     (W)     SCALED    
 HM0402* NAVD 88     -      2382.851  (meters)    7817.74   (feet)  ADJUSTED  
 HM0402  ___________________________________________________________________
 HM0402  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 HM0402  DYNAMIC HT  -        2379.728 (meters)    7807.49  (feet)  COMP
 HM0402  MODELED GRAV-     979,233.7   (mgal)                       NAVD 88
 HM0402
 HM0402  VERT ORDER  -  FIRST     CLASS II
 HM0402
 HM0402.The horizontal coordinates were scaled from a topographic map and have
 HM0402.an estimated accuracy of +/- 6 seconds.
 HM0402
 HM0402.The orthometric height was determined by differential leveling
 HM0402.and adjusted by the National Geodetic Survey in June 1991..
 HM0402
 HM0402.The geoid height was determined by GEOID03.
 HM0402
 HM0402.The dynamic height is computed by dividing the NAVD 88
 HM0402.geopotential number by the normal gravity value computed on the
 HM0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0402.degrees latitude (g = 980.6199 gals.).
 HM0402
 HM0402.The modeled gravity was interpolated from observed gravity values.
 HM0402
 HM0402;                    North         East    Units  Estimated Accuracy
 HM0402;SPC CO S     -   383,300.      674,110.      MT  (+/- 180 meters Scaled)
 HM0402
 HM0402                          SUPERSEDED SURVEY CONTROL
 HM0402
 HM0402.No superseded survey control is available for this station.
 HM0402
 HM0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG469365(NAD 83)
 HM0402_MARKER: I = METAL ROD
 HM0402_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HM0402+WITH SETTING: INFORMATION.
 HM0402_SP_SET: SHALLOW SET METAL ROD
 HM0402_STAMPING: E 398 1984
 HM0402_MARK LOGO: NGS   
 HM0402_PROJECTION: FLUSH
 HM0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0402_ROD/PIPE-DEPTH: 2.4  meters
 HM0402
 HM0402  HISTORY     - Date     Condition        Report By
 HM0402  HISTORY     - 1984     MONUMENTED       NGS
 HM0402
 HM0402                          STATION DESCRIPTION
 HM0402
 HM0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0402'35.7 KM (22.15 MI) WEST FROM DURANGO.
 HM0402'35.7 KM (22.15 MI) WESTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION
 HM0402'WITH U.S. HIGHWAY 550 IN DURANGO, 1.4 KM (0.85 MI) WEST OF THE
 HM0402'MONTEZUMA-LA PLATA COUNTY LINE, AT THE SOUTH END OF A HIGHWAY CUT,
 HM0402'50.0 METERS (164.0 FT) NORTHEAST OF MILEPOST 61, 28.2 METERS (92.5 FT)
 HM0402'EAST OF THE NORTH END OF A GUARD RAIL, AND 17.4 METERS (57.1 FT) EAST
 HM0402'OF THE CENTERLINE OF THE HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 7.9
 HM0402'FEET.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 HM0402'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 HM0402'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0361 ***********************************************************************
 HL0361  DESIGNATION -  E 399
 HL0361  PID         -  HL0361
 HL0361  STATE/COUNTY-  CO/CONEJOS
 HL0361  USGS QUAD   -  ANTONITO (1967)
 HL0361
 HL0361                         *CURRENT SURVEY CONTROL
 HL0361  ___________________________________________________________________
 HL0361* NAD 83(1986)-  37 04 09.     (N)    106 00 52.     (W)     SCALED    
 HL0361* NAVD 88     -      2408.234  (meters)    7901.01   (feet)  ADJUSTED  
 HL0361  ___________________________________________________________________
 HL0361  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 HL0361  DYNAMIC HT  -        2405.003 (meters)    7890.41  (feet)  COMP
 HL0361  MODELED GRAV-     979,202.2   (mgal)                       NAVD 88
 HL0361
 HL0361  VERT ORDER  -  FIRST     CLASS II
 HL0361
 HL0361.The horizontal coordinates were scaled from a topographic map and have
 HL0361.an estimated accuracy of +/- 6 seconds.
 HL0361
 HL0361.The orthometric height was determined by differential leveling
 HL0361.and adjusted by the National Geodetic Survey in June 1991..
 HL0361
 HL0361.The geoid height was determined by GEOID03.
 HL0361
 HL0361.The dynamic height is computed by dividing the NAVD 88
 HL0361.geopotential number by the normal gravity value computed on the
 HL0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0361.degrees latitude (g = 980.6199 gals.).
 HL0361
 HL0361.The modeled gravity was interpolated from observed gravity values.
 HL0361
 HL0361;                    North         East    Units  Estimated Accuracy
 HL0361;SPC CO S     -   349,600.      868,650.      MT  (+/- 180 meters Scaled)
 HL0361
 HL0361                          SUPERSEDED SURVEY CONTROL
 HL0361
 HL0361.No superseded survey control is available for this station.
 HL0361
 HL0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB098030(NAD 83)
 HL0361_MARKER: I = METAL ROD
 HL0361_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HL0361+WITH SETTING: INFORMATION.
 HL0361_SP_SET: SHALLOW-SET METAL ROD
 HL0361_STAMPING: E 399 1984
 HL0361_MARK LOGO: NGS   
 HL0361_PROJECTION: FLUSH
 HL0361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0361_ROD/PIPE-DEPTH: 1.8  meters
 HL0361
 HL0361  HISTORY     - Date     Condition        Report By
 HL0361  HISTORY     - 1984     MONUMENTED       NGS
 HL0361
 HL0361                          STATION DESCRIPTION
 HL0361
 HL0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HL0361'1.0 KM (0.6 MI) SOUTH FROM ANTONITO.
 HL0361'1.0 KM (0.6 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE
 HL0361'IN ANTONITO, AT THE JUNCTION OF STATE HIGHWAY 17, 16.4 M (53.8 FT)
 HL0361'NORTHWEST OF THE NEAR RAIL OF THE DENVER AND RIO GRANDE WESTERN
 HL0361'RAILROAD, 15.0 M (49.2 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 HL0361'14.3 M (46.9 FT) SOUTHEAST OF THE CENTERLINE OF THE STATE HIGHWAY AND
 HL0361'0.8 M (2.6 FT) NORTHEAST OF A UTILITY POLE NUMBER 3471 WITH LIGHT.
 HL0361'NOTE=REFUSAL WAS REACHED AT 6.0 FT. ACCESS TO THE DATUM POINT IS
 HL0361'THROUGH A 5-INCH LOGO CAP.
 HL0361'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 HL0361'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0575 ***********************************************************************
 LL0575  DESIGNATION -  E 4
 LL0575  PID         -  LL0575
 LL0575  STATE/COUNTY-  CO/LARIMER
 LL0575  USGS QUAD   -  DRAKE (1984)
 LL0575
 LL0575                         *CURRENT SURVEY CONTROL
 LL0575  ___________________________________________________________________
 LL0575* NAD 83(1986)-  40 24 55.     (N)    105 21 46.     (W)     SCALED    
 LL0575* NAVD 88     -      1976.040  (meters)    6483.06   (feet)  ADJUSTED  
 LL0575  ___________________________________________________________________
 LL0575  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 LL0575  DYNAMIC HT  -        1974.135 (meters)    6476.81  (feet)  COMP
 LL0575  MODELED GRAV-     979,590.5   (mgal)                       NAVD 88
 LL0575
 LL0575  VERT ORDER  -  SECOND    CLASS 0
 LL0575
 LL0575.The horizontal coordinates were scaled from a topographic map and have
 LL0575.an estimated accuracy of +/- 6 seconds.
 LL0575
 LL0575.The orthometric height was determined by differential leveling
 LL0575.and adjusted by the National Geodetic Survey in June 1991..
 LL0575
 LL0575.The geoid height was determined by GEOID03.
 LL0575
 LL0575.The dynamic height is computed by dividing the NAVD 88
 LL0575.geopotential number by the normal gravity value computed on the
 LL0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0575.degrees latitude (g = 980.6199 gals.).
 LL0575
 LL0575.The modeled gravity was interpolated from observed gravity values.
 LL0575
 LL0575;                    North         East    Units  Estimated Accuracy
 LL0575;SPC CO N     -   424,940.      926,050.      MT  (+/- 180 meters Scaled)
 LL0575
 LL0575                          SUPERSEDED SURVEY CONTROL
 LL0575
 LL0575  NGVD 29 (??/??/92) 1974.889  (m)         6479.28   (f) ADJ UNCH    2 0
 LL0575
 LL0575.Superseded values are not recommended for survey control.
 LL0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0575.See file dsdata.txt to determine how the superseded data were derived.
 LL0575
 LL0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE692739(NAD 83)
 LL0575_MARKER: DD = SURVEY DISK
 LL0575_SETTING: 80 = SET IN A BOULDER
 LL0575_STAMPING: E 4 1938 6477.478
 LL0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0575+STABILITY: SURFACE MOTION
 LL0575
 LL0575  HISTORY     - Date     Condition        Report By
 LL0575  HISTORY     - 1938     MONUMENTED       BOR
 LL0575  HISTORY     - 1938     GOOD             NGS
 LL0575  HISTORY     - 1984     GOOD             NGS
 LL0575
 LL0575                          STATION DESCRIPTION
 LL0575
 LL0575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 LL0575'11.2 MI E FROM ESTES PARK.
 LL0575'11.2 MILES NORTHEAST ALONG U.S. HIGHWAY 34 FROM THE POST OFFICE AT
 LL0575'ESTES PARK, LARIMER COUNTY, ON THE NORTHWEST SIDE OF BIG THOMPSON
 LL0575'RIVER, 125 FEET NORTH OF THE ENTRANCE TO WALTONIA, 30 FEET NORTHWEST
 LL0575'OF THE NORTHWEST SHOULDER OF THE ROAD, 20 FEET SOUTHEAST OF A POLE
 LL0575'IN A LINE OF POLES (LOCAL TO WALTONIA), IN THE TOP OF A QUARTZ ROCK,
 LL0575'AND 6 FEET HIGHER THAN THE ROAD.  A UNITED STATES BUREAU OF
 LL0575'RECLAMATION STANDARD DISK, STAMPED E 4 1938 6477.478.
 LL0575
 LL0575                          STATION RECOVERY (1984)
 LL0575
 LL0575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0575'THIS MARK COULD BE ONLY INSPECTED THROUGH A SMALL HOLE INAN IRON
 LL0575'PLATE. IT IS HOPED THAT A BETTER ACCESS COVER WILL BE PUT IN AT THIS
 LL0575'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0042 ***********************************************************************
 JK0042  DESIGNATION -  E 40
 JK0042  PID         -  JK0042
 JK0042  STATE/COUNTY-  CO/PUEBLO
 JK0042  USGS QUAD   -  FOWLER (1960)
 JK0042
 JK0042                         *CURRENT SURVEY CONTROL
 JK0042  ___________________________________________________________________
 JK0042* NAD 83(1986)-  38 09 17.     (N)    104 05 39.     (W)     SCALED    
 JK0042* NAVD 88     -      1328.793  (meters)    4359.55   (feet)  ADJUSTED  
 JK0042  ___________________________________________________________________
 JK0042  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 JK0042  DYNAMIC HT  -        1327.442 (meters)    4355.12  (feet)  COMP
 JK0042  MODELED GRAV-     979,566.1   (mgal)                       NAVD 88
 JK0042
 JK0042  VERT ORDER  -  FIRST     CLASS II
 JK0042
 JK0042.The horizontal coordinates were scaled from a topographic map and have
 JK0042.an estimated accuracy of +/- 6 seconds.
 JK0042
 JK0042.The orthometric height was determined by differential leveling
 JK0042.and adjusted by the National Geodetic Survey in June 1991..
 JK0042
 JK0042.The geoid height was determined by GEOID03.
 JK0042
 JK0042.The dynamic height is computed by dividing the NAVD 88
 JK0042.geopotential number by the normal gravity value computed on the
 JK0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0042.degrees latitude (g = 980.6199 gals.).
 JK0042
 JK0042.The modeled gravity was interpolated from observed gravity values.
 JK0042
 JK0042;                    North         East    Units  Estimated Accuracy
 JK0042;SPC CO S     -   470,880.    1,037,610.      MT  (+/- 180 meters Scaled)
 JK0042
 JK0042                          SUPERSEDED SURVEY CONTROL
 JK0042
 JK0042  NGVD 29 (??/??/92) 1328.031  (m)         4357.05   (f) ADJ UNCH    1 2
 JK0042
 JK0042.Superseded values are not recommended for survey control.
 JK0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0042.See file dsdata.txt to determine how the superseded data were derived.
 JK0042
 JK0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC793233(NAD 83)
 JK0042_MARKER: DB = BENCH MARK DISK
 JK0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0042_STAMPING: E 40 1933
 JK0042_MARK LOGO: CGS   
 JK0042_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0042+STABILITY: SURFACE MOTION
 JK0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0042+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1998
 JK0042
 JK0042  HISTORY     - Date     Condition        Report By
 JK0042  HISTORY     - 1933     MONUMENTED       CGS
 JK0042  HISTORY     - 1985     MARK NOT FOUND   NGS
 JK0042  HISTORY     - 19980306 GOOD             CODOT
 JK0042
 JK0042                          STATION DESCRIPTION
 JK0042
 JK0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 JK0042'4.1 MI W FROM FOWLER.
 JK0042'IN PUEBLO COUNTY, 4.1 MILES WEST ALONG THE ATCHISON, TOPEKA AND
 JK0042'SANTA FE RAILWAY FROM THE STATION AT FOWLER, OTERO COUNTY, ABOUT
 JK0042'215 YARDS EAST OF THE STATION SIGN AT HAMLET, AT MILEAGE 587.2,
 JK0042'87 YARDS EAST OF A CATTLE-LOADING CHUTE, 115 FEET WEST OF THE CENTER
 JK0042'OF A ROAD CROSSING, 110 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 JK0042'AND 70 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SCALE HOUSE.  A
 JK0042'STANDARD DISK, STAMPED E 40 1933 AND SET IN THE TOP OF A CONCRETE
 JK0042'POST.
 JK0042
 JK0042                          STATION RECOVERY (1985)
 JK0042
 JK0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JK0042'MARK NOT FOUND.
 JK0042
 JK0042                          STATION RECOVERY (1998)
 JK0042
 JK0042'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (PGG)
 JK0042'THE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS 3.5 M (11.5 FT) EAST
 JK0042'FROM THE NORTH EDGE OF A POND.  9 M (29.5 FT) SOUTH FROM A SMALL
 JK0042'PRTION OF THE ROAD THAT RUNS PARALLEL TO THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0425 ***********************************************************************
 HK0425  DESIGNATION -  E 400
 HK0425  PID         -  HK0425
 HK0425  STATE/COUNTY-  CO/SAGUACHE
 HK0425  USGS QUAD   -  MOFFAT SOUTH (1968)
 HK0425
 HK0425                         *CURRENT SURVEY CONTROL
 HK0425  ___________________________________________________________________
 HK0425* NAD 83(1986)-  37 59 57.     (N)    105 54 34.     (W)     SCALED    
 HK0425* NAVD 88     -      2305.669  (meters)    7564.52   (feet)  ADJUSTED  
 HK0425  ___________________________________________________________________
 HK0425  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 HK0425  DYNAMIC HT  -        2302.765 (meters)    7554.99  (feet)  COMP
 HK0425  MODELED GRAV-     979,286.9   (mgal)                       NAVD 88
 HK0425
 HK0425  VERT ORDER  -  FIRST     CLASS II
 HK0425
 HK0425.The horizontal coordinates were scaled from a topographic map and have
 HK0425.an estimated accuracy of +/- 6 seconds.
 HK0425
 HK0425.The orthometric height was determined by differential leveling
 HK0425.and adjusted by the National Geodetic Survey in June 1991..
 HK0425
 HK0425.The geoid height was determined by GEOID03.
 HK0425
 HK0425.The dynamic height is computed by dividing the NAVD 88
 HK0425.geopotential number by the normal gravity value computed on the
 HK0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0425.degrees latitude (g = 980.6199 gals.).
 HK0425
 HK0425.The modeled gravity was interpolated from observed gravity values.
 HK0425
 HK0425;                    North         East    Units  Estimated Accuracy
 HK0425;SPC CO S     -   452,770.      878,440.      MT  (+/- 180 meters Scaled)
 HK0425
 HK0425                          SUPERSEDED SURVEY CONTROL
 HK0425
 HK0425.No superseded survey control is available for this station.
 HK0425
 HK0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC201061(NAD 83)
 HK0425_MARKER: I = METAL ROD
 HK0425_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HK0425_SP_SET: STAINLESS STEEL ROD
 HK0425_STAMPING: E 400 1984
 HK0425_MARK LOGO: NGS   
 HK0425_PROJECTION: FLUSH
 HK0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0425_ROD/PIPE-DEPTH: 13.4 meters
 HK0425
 HK0425  HISTORY     - Date     Condition        Report By
 HK0425  HISTORY     - 1984     MONUMENTED       NGS
 HK0425
 HK0425                          STATION DESCRIPTION
 HK0425
 HK0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HK0425'IN MOFFAT.
 HK0425'IN MOFFAT, AT THE INTERSECTION OF GARFIELD AVENUE AND MOFFAT WAY, 25.3
 HK0425'M (83.0 FT) EAST OF THE CENTER OF THE AVENUE, 13.3 M (43.6 FT) SOUTH
 HK0425'OF THE WAY, AND 1.2 M (3.9 FT) WEST OF A UTILITY POLE.  NOTE--ACCESS
 HK0425'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HK0425'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HK0425'THE MARK IS ABOVE LEVEL WITH MOFFAT WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1008 ***********************************************************************
 LL1008  DESIGNATION -  E 401
 LL1008  PID         -  LL1008
 LL1008  STATE/COUNTY-  CO/LARIMER
 LL1008  USGS QUAD   -  COBB LAKE (1978)
 LL1008
 LL1008                         *CURRENT SURVEY CONTROL
 LL1008  ___________________________________________________________________
 LL1008* NAD 83(1986)-  40 42 41.     (N)    104 57 43.     (W)     SCALED    
 LL1008* NAVD 88     -      1600.414  (meters)    5250.69   (feet)  ADJUSTED  
 LL1008  ___________________________________________________________________
 LL1008  GEOID HEIGHT-         -16.26  (meters)                     GEOID03
 LL1008  DYNAMIC HT  -        1599.062 (meters)    5246.26  (feet)  COMP
 LL1008  MODELED GRAV-     979,723.4   (mgal)                       NAVD 88
 LL1008
 LL1008  VERT ORDER  -  FIRST     CLASS II
 LL1008
 LL1008.The horizontal coordinates were scaled from a topographic map and have
 LL1008.an estimated accuracy of +/- 6 seconds.
 LL1008
 LL1008.The orthometric height was determined by differential leveling
 LL1008.and adjusted by the National Geodetic Survey in June 1991..
 LL1008
 LL1008.The geoid height was determined by GEOID03.
 LL1008
 LL1008.The dynamic height is computed by dividing the NAVD 88
 LL1008.geopotential number by the normal gravity value computed on the
 LL1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1008.degrees latitude (g = 980.6199 gals.).
 LL1008
 LL1008.The modeled gravity was interpolated from observed gravity values.
 LL1008
 LL1008;                    North         East    Units  Estimated Accuracy
 LL1008;SPC CO N     -   457,950.      959,870.      MT  (+/- 180 meters Scaled)
 LL1008
 LL1008                          SUPERSEDED SURVEY CONTROL
 LL1008
 LL1008  NGVD 29 (??/??/??) 1599.521  (m)         5247.76   (f) ADJUSTED    1 2
 LL1008
 LL1008.Superseded values are not recommended for survey control.
 LL1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1008.See file dsdata.txt to determine how the superseded data were derived.
 LL1008
 LL1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF032067(NAD 83)
 LL1008_MARKER: I = METAL ROD
 LL1008_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1008_SP_SET: STAINLESS STEEL ROD
 LL1008_STAMPING: E 401 1984
 LL1008_MARK LOGO: NGS   
 LL1008_PROJECTION: FLUSH
 LL1008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1008_ROD/PIPE-DEPTH: 5.2  meters
 LL1008
 LL1008  HISTORY     - Date     Condition        Report By
 LL1008  HISTORY     - 1984     MONUMENTED       NGS
 LL1008
 LL1008                          STATION DESCRIPTION
 LL1008
 LL1008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1008'3.3 KM (2.05 MI) EAST FROM WELLINGTON.
 LL1008'3.3 KM (2.05 MI) EAST ALONG COUNTY ROAD 64 FROM ITS JUNCTION WITH
 LL1008'NORTH SIXTH STREET IN WELLINGTON, 9.4 METERS (30.8 FT) EAST OF THE
 LL1008'CENTER OF COUNTY ROAD 3, 8.6 METERS (28.2 FT) SOUTH OF THE CENTER OF
 LL1008'THE ROAD, AND 0.9 METER (3.0 FT) EAST OF A UTILITY POLE WITH 2 GUY
 LL1008'WIRES.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LL1008'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 LL1008'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1023 ***********************************************************************
 LL1023  DESIGNATION -  E 402
 LL1023  PID         -  LL1023
 LL1023  STATE/COUNTY-  CO/LARIMER
 LL1023  USGS QUAD   -  FORT COLLINS (1984)
 LL1023
 LL1023                         *CURRENT SURVEY CONTROL
 LL1023  ___________________________________________________________________
 LL1023* NAD 83(1986)-  40 34 27.     (N)    105 01 15.     (W)     SCALED    
 LL1023* NAVD 88     -      1501.210  (meters)    4925.22   (feet)  ADJUSTED  
 LL1023  ___________________________________________________________________
 LL1023  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 LL1023  DYNAMIC HT  -        1499.945 (meters)    4921.07  (feet)  COMP
 LL1023  MODELED GRAV-     979,729.7   (mgal)                       NAVD 88
 LL1023
 LL1023  VERT ORDER  -  FIRST     CLASS II
 LL1023
 LL1023.The horizontal coordinates were scaled from a topographic map and have
 LL1023.an estimated accuracy of +/- 6 seconds.
 LL1023
 LL1023.The orthometric height was determined by differential leveling
 LL1023.and adjusted by the National Geodetic Survey in June 1991..
 LL1023
 LL1023.The geoid height was determined by GEOID03.
 LL1023
 LL1023.The dynamic height is computed by dividing the NAVD 88
 LL1023.geopotential number by the normal gravity value computed on the
 LL1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1023.degrees latitude (g = 980.6199 gals.).
 LL1023
 LL1023.The modeled gravity was interpolated from observed gravity values.
 LL1023
 LL1023;                    North         East    Units  Estimated Accuracy
 LL1023;SPC CO N     -   442,680.      954,970.      MT  (+/- 180 meters Scaled)
 LL1023
 LL1023                          SUPERSEDED SURVEY CONTROL
 LL1023
 LL1023  NGVD 29 (??/??/??) 1500.344  (m)         4922.38   (f) ADJUSTED    1 2
 LL1023
 LL1023.Superseded values are not recommended for survey control.
 LL1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1023.See file dsdata.txt to determine how the superseded data were derived.
 LL1023
 LL1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE982914(NAD 83)
 LL1023_MARKER: I = METAL ROD
 LL1023_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1023_SP_SET: STAINLESS STEEL ROD
 LL1023_STAMPING: E 402 1984
 LL1023_MARK LOGO: NGS   
 LL1023_PROJECTION: FLUSH
 LL1023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1023_ROD/PIPE-DEPTH: 9.7  meters
 LL1023
 LL1023  HISTORY     - Date     Condition        Report By
 LL1023  HISTORY     - 1984     MONUMENTED       NGS
 LL1023
 LL1023                          STATION DESCRIPTION
 LL1023
 LL1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1023'5.8 KM (3.6 MI) SE FROM FORT COLLINS.
 LL1023'4.8 KM (3.0 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 14 FROM ITS JUNCTION
 LL1023'WITH U.S. HIGHWAY 287 IN FORT COLLINS, THENCE 1.0 KM (0.6 MI)
 LL1023'SOUTHEASTERLY ALONG 9TH STREET, 36.1 METERS (118.4 FT) NORTHWEST OF A
 LL1023'PRIVATE DRIVE, 14.3 METERS (46.9 FT) SOUTHWEST OF THE CENTERLINE OF
 LL1023'9TH STREET, 9.2 METERS (30.2 FT) SOUTHEAST OF A FENCE CORNER, AND
 LL1023'1.1 METERS (3.6 FT) SOUTHEAST OF UTILITY POLE NUMBER 1001 WITH A GUY
 LL1023'WIRE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LL1023'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 LL1023'THE MARK IS 0.3 M BELOW THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0338 ***********************************************************************
 HL0338  DESIGNATION -  E 403
 HL0338  PID         -  HL0338
 HL0338  STATE/COUNTY-  CO/LA PLATA
 HL0338  USGS QUAD   -  DURANGO WEST (1963)
 HL0338
 HL0338                         *CURRENT SURVEY CONTROL
 HL0338  ___________________________________________________________________
 HL0338* NAD 83(1986)-  37 16 02.     (N)    107 59 48.     (W)     SCALED    
 HL0338* NAVD 88     -      2314.828  (meters)    7594.56   (feet)  ADJUSTED  
 HL0338  ___________________________________________________________________
 HL0338  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 HL0338  DYNAMIC HT  -        2311.750 (meters)    7584.47  (feet)  COMP
 HL0338  MODELED GRAV-     979,217.6   (mgal)                       NAVD 88
 HL0338
 HL0338  VERT ORDER  -  FIRST     CLASS II
 HL0338
 HL0338.The horizontal coordinates were scaled from a topographic map and have
 HL0338.an estimated accuracy of +/- 6 seconds.
 HL0338
 HL0338.The orthometric height was determined by differential leveling
 HL0338.and adjusted by the National Geodetic Survey in June 1991..
 HL0338
 HL0338.The geoid height was determined by GEOID03.
 HL0338
 HL0338.The dynamic height is computed by dividing the NAVD 88
 HL0338.geopotential number by the normal gravity value computed on the
 HL0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0338.degrees latitude (g = 980.6199 gals.).
 HL0338
 HL0338.The modeled gravity was interpolated from observed gravity values.
 HL0338
 HL0338;                    North         East    Units  Estimated Accuracy
 HL0338;SPC CO S     -   374,410.      692,980.      MT  (+/- 180 meters Scaled)
 HL0338
 HL0338                          SUPERSEDED SURVEY CONTROL
 HL0338
 HL0338.No superseded survey control is available for this station.
 HL0338
 HL0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB342287(NAD 83)
 HL0338_MARKER: I = METAL ROD
 HL0338_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HL0338+WITH SETTING: INFORMATION.
 HL0338_SP_SET: SHALLOW SET METAL ROD
 HL0338_STAMPING: E 403 1984
 HL0338_MARK LOGO: NGS   
 HL0338_PROJECTION: FLUSH
 HL0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0338_ROD/PIPE-DEPTH: 2.0  meters
 HL0338
 HL0338  HISTORY     - Date     Condition        Report By
 HL0338  HISTORY     - 1984     MONUMENTED       NGS
 HL0338
 HL0338                          STATION DESCRIPTION
 HL0338
 HL0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HL0338'12.2 KM (7.6 MI) WEST FROM DURANGO.
 HL0338'12.2 KM (7.6 MI) WESTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION
 HL0338'WITH U.S. HIGHWAY 550 IN DURANGO, 0.2 KM (0.1 MI) NORTHWEST OF THE
 HL0338'ENTRANCE TO PINETOP AT DURANGO WEST (TROIL WOOD DRIVE), AT THE
 HL0338'NORTHWEST END OF A HIGHWAY CUT, 78.0 METERS (255.9 FT) SOUTHEAST OF
 HL0338'THE NORTHEAST END OF A 24-INCH METAL CULVERT, AND 16.8 METERS
 HL0338'(55.1 FT) NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANES OF THE
 HL0338'HIGHWAY.  NOTE=REFUSAL WAS REACHED AT 6.6 FT.  ACCESS TO THE DATUM
 HL0338'POINT IS THROUGH A 5-INCH LOGO CAP.
 HL0338'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 HL0338'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0348 ***********************************************************************
 HL0348  DESIGNATION -  E 404
 HL0348  PID         -  HL0348
 HL0348  STATE/COUNTY-  CO/LA PLATA
 HL0348  USGS QUAD   -  LOMA LINDA (1968)
 HL0348
 HL0348                         *CURRENT SURVEY CONTROL
 HL0348  ___________________________________________________________________
 HL0348* NAD 83(1992)-  37 07 55.67245(N)    107 51 30.26649(W)     ADJUSTED  
 HL0348* NAVD 88     -      1982.004  (meters)    6502.62   (feet)  ADJUSTED  
 HL0348  ___________________________________________________________________
 HL0348  X           -  -1,561,762.507 (meters)                     COMP
 HL0348  Y           -  -4,847,337.997 (meters)                     COMP
 HL0348  Z           -   3,830,278.479 (meters)                     COMP
 HL0348  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 HL0348  ELLIP HEIGHT-        1962.20  (meters)          (10/21/02) GPS OBS
 HL0348  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 HL0348  DYNAMIC HT  -        1979.433 (meters)    6494.19  (feet)  COMP
 HL0348  MODELED GRAV-     979,264.0   (mgal)                       NAVD 88
 HL0348
 HL0348  HORZ ORDER  -  FIRST
 HL0348  VERT ORDER  -  FIRST     CLASS II
 HL0348  ELLP ORDER  -  FIFTH     CLASS I
 HL0348
 HL0348.The horizontal coordinates were established by GPS observations
 HL0348.and adjusted by the National Geodetic Survey in July 1997..
 HL0348
 HL0348.The orthometric height was determined by differential leveling
 HL0348.and adjusted by the National Geodetic Survey in June 1991..
 HL0348
 HL0348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HL0348
 HL0348.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0348
 HL0348.The ellipsoidal height was determined by GPS observations
 HL0348.and is referenced to NAD 83.
 HL0348
 HL0348.The geoid height was determined by GEOID03.
 HL0348
 HL0348.The dynamic height is computed by dividing the NAVD 88
 HL0348.geopotential number by the normal gravity value computed on the
 HL0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0348.degrees latitude (g = 980.6199 gals.).
 HL0348
 HL0348.The modeled gravity was interpolated from observed gravity values.
 HL0348
 HL0348;                    North         East     Units Scale Factor Converg.
 HL0348;SPC CO S     -   359,105.437   704,857.944   MT  1.00001991   -1 26 47.7
 HL0348;SPC CO S     - 1,178,165.09  2,312,521.44   sFT  1.00001991   -1 26 47.7
 HL0348;UTM  13      - 4,113,355.534   246,082.092   MT  1.00039432   -1 43 35.1
 HL0348
 HL0348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0348!SPC CO S     -   0.99969217  x   1.00001991  =   0.99971207
 HL0348!UTM  13      -   0.99969217  x   1.00039432  =   1.00008637
 HL0348
 HL0348                          SUPERSEDED SURVEY CONTROL
 HL0348
 HL0348  ELLIP H (07/06/97) 1962.21   (m)                       GP(       ) 3 1
 HL0348  NAVD 88 (07/06/97) 1982.00   (m)         6502.6    (f) LEVELING    3  
 HL0348
 HL0348.Superseded values are not recommended for survey control.
 HL0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0348.See file dsdata.txt to determine how the superseded data were derived.
 HL0348
 HL0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB4608213356(NAD 83)
 HL0348_MARKER: I = METAL ROD
 HL0348_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HL0348_SP_SET: STAINLESS STEEL ROD
 HL0348_STAMPING: E 404 1984
 HL0348_MARK LOGO: NGS   
 HL0348_PROJECTION: FLUSH
 HL0348_MAGNETIC: I = MARKER IS A STEEL ROD
 HL0348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HL0348+SATELLITE: SATELLITE OBSERVATIONS - April 29, 1999
 HL0348_ROD/PIPE-DEPTH: 3.6  meters
 HL0348
 HL0348  HISTORY     - Date     Condition        Report By
 HL0348  HISTORY     - 1984     MONUMENTED       NGS
 HL0348  HISTORY     - 19920421 GOOD             NGS
 HL0348  HISTORY     - 19920421 GOOD             NGS
 HL0348  HISTORY     - 19990429 GOOD             MSAM
 HL0348
 HL0348                          STATION DESCRIPTION
 HL0348
 HL0348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HL0348'18.0 KM (11.2 MI) SOUTH FROM DURANGO.
 HL0348'18.0 KM (11.2 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM ITS NORTH
 HL0348'JUNCTION WITH U.S. HIGHWAY 160 IN DURANGO, 1.3 KM (0.8 MI) NORTH OF
 HL0348'THE INERSECTION OF COUNTY ROAD 218, 0.5 KM (0.3 MI) SOUTH OF THE
 HL0348'INTERSECTION OF A GRAVELED CROSS ROAD, 59.7 METERS (195.9 FT) SOUTH OF
 HL0348'THE EXTENDED CENTER OF A DRIVEWAY LEADING EAST TO THE LEWIS RESIDENCE,
 HL0348'19.5 METERS (64.0 FT) NORTH OF A TELEPHONE UNDERGROUND CABLE JUNCTION
 HL0348'BOX NUMBER 627, AND 10.4 METERS (34.1 FT) WEST OF THE CENTERLINE OF
 HL0348'THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 HL0348'CAP.
 HL0348'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 HL0348'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 HL0348
 HL0348                          STATION RECOVERY (1992)
 HL0348
 HL0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HL0348'RECOVERED IN GOOD CONDITION.
 HL0348
 HL0348                          STATION RECOVERY (1992)
 HL0348
 HL0348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RSC)
 HL0348'THE STATION IS LOCATED ABOUT 13 MI (20.9 KM) WEST OF IGNACIO, 11 MI
 HL0348'(17.7 KM) SOUTH OF DURANGO, 9.5 MI (15.3 KM) NORTH OF THE COLORADO-NEW
 HL0348'MEXICO STATE LINE, IT IS IN THE SOUTHEAST 1/4 OF SECTION 6, T 33 N, R
 HL0348'9 W, AT U.  S.  HIGHWAY 550 MILEPOST 9.65. OWNERSHIP--COLORADO
 HL0348'DEPARTMENT OF TRANSPORTATION  TO REACH THE STATION FROM THE JUNCTION
 HL0348'OF U.  S.  HIGHWAY 160 AND U. S.  HIGHWAY 550 SOUTHEAST OF DURANGO, GO
 HL0348'SOUTH ON U.  S.  HIGHWAY 550 FOR 6.8 MI (10.9 KM) TO THE STATION ON
 HL0348'THE RIGHT  THE STATION MARK IS A STAINLESS STEEL ROD DRIVEN IN THE
 HL0348'GROUND, ENCASED IN A PIPE FLUSH WITH THE GROUND, ACCESS TO THE DATUM
 HL0348'POINT IS THROUGH A 5-INCH LOGO CAP, IT IS 195.9 FT (59.7 M) SOUTH OF
 HL0348'THE EXTENDED CENTER OF A DRIVEWAY LEADING EAST TO THE LEWIS RESIDENCE,
 HL0348'64.0 FT (19.5 M) NORTH OF A TELEPHONE UNDERGROUND CABLE JUNCTION BOX
 HL0348'NUMBER 627, 34.1 FT (10.4 M) WEST OF THE CENTER LINE OF THE HIGHWAY, 2
 HL0348'FT (0.6 M) BELOW THE HIGHWAY, 1 FT (0.3 M) EAST OF A WITNESS POST AND
 HL0348'RIGHT-OF-WAY FENCE.
 HL0348
 HL0348                          STATION RECOVERY (1999)
 HL0348
 HL0348'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 HL0348'RECOVERED AS DESCRIBED, EXCEPT MARKER TYPE SHOULD BE CHANGED TO -- I
 HL0348'-- FOR METAL ROD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0868 ***********************************************************************
 JK0868  DESIGNATION -  E 405
 JK0868  PID         -  JK0868
 JK0868  STATE/COUNTY-  CO/EL PASO
 JK0868  USGS QUAD   -  CHEYENNE MOUNTAIN (1994)
 JK0868
 JK0868                         *CURRENT SURVEY CONTROL
 JK0868  ___________________________________________________________________
 JK0868* NAD 83(1986)-  38 42 52.     (N)    104 46 41.     (W)     SCALED    
 JK0868* NAVD 88     -      1779.919  (meters)    5839.62   (feet)  ADJUSTED  
 JK0868  ___________________________________________________________________
 JK0868  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 JK0868  DYNAMIC HT  -        1778.011 (meters)    5833.36  (feet)  COMP
 JK0868  MODELED GRAV-     979,493.4   (mgal)                       NAVD 88
 JK0868
 JK0868  VERT ORDER  -  FIRST     CLASS II
 JK0868
 JK0868.The horizontal coordinates were scaled from a topographic map and have
 JK0868.an estimated accuracy of +/- 6 seconds.
 JK0868
 JK0868.The orthometric height was determined by differential leveling
 JK0868.and adjusted by the National Geodetic Survey in June 1991..
 JK0868
 JK0868.The geoid height was determined by GEOID03.
 JK0868
 JK0868.The dynamic height is computed by dividing the NAVD 88
 JK0868.geopotential number by the normal gravity value computed on the
 JK0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0868.degrees latitude (g = 980.6199 gals.).
 JK0868
 JK0868.The modeled gravity was interpolated from observed gravity values.
 JK0868
 JK0868;                    North         East    Units  Estimated Accuracy
 JK0868;SPC CO C     -   402,860.      977,190.      MT  (+/- 180 meters Scaled)
 JK0868
 JK0868                          SUPERSEDED SURVEY CONTROL
 JK0868
 JK0868  NGVD 29 (??/??/??) 1778.914  (m)         5836.32   (f) ADJUSTED    1 2
 JK0868
 JK0868.Superseded values are not recommended for survey control.
 JK0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0868.See file dsdata.txt to determine how the superseded data were derived.
 JK0868
 JK0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC192851(NAD 83)
 JK0868_MARKER: I = METAL ROD
 JK0868_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK0868_SP_SET: STAINLESS STEEL ROD
 JK0868_STAMPING: E 405 1984
 JK0868_MARK LOGO: NGS   
 JK0868_PROJECTION: FLUSH
 JK0868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0868_ROD/PIPE-DEPTH: 4.9  meters
 JK0868
 JK0868  HISTORY     - Date     Condition        Report By
 JK0868  HISTORY     - 1984     MONUMENTED       NGS
 JK0868
 JK0868                          STATION DESCRIPTION
 JK0868
 JK0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0868'3.1 KM (1.95 MI) NORTH FROM FORT CARSON.
 JK0868'3.1 KM (1.95 MI) NORTHERLY ALONG BUTTS ROAD (ROUTE 5) FROM ITS
 JK0868'JUNCTION WITH WILDERNESS ROAD (ROUTE 2) IN FORT CARSON (MILITARY
 JK0868'RESERVATION), 0.8 KM (0.5 MI) NORTH OF ROUTE 5A, AT THE TOP OF A HILL,
 JK0868'22.9 METERS (75.1 FT) WEST OF THE CENTERLINE OF THE ROAD, AND
 JK0868'2.7 METERS (8.9 FT) EAST OF THE CENTER OF A WATER MAIN MAN HOLE COVER
 JK0868'WHICH PROJECTS 18-INCHES.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 JK0868'5-INCH LOGO CAP.
 JK0868'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 JK0868'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1391 ***********************************************************************
 KK1391  DESIGNATION -  E 406
 KK1391  PID         -  KK1391
 KK1391  STATE/COUNTY-  CO/JEFFERSON
 KK1391  USGS QUAD   -  FORT LOGAN (1994)
 KK1391
 KK1391                         *CURRENT SURVEY CONTROL
 KK1391  ___________________________________________________________________
 KK1391* NAD 83(1986)-  39 43 31.     (N)    105 04 53.     (W)     SCALED    
 KK1391* NAVD 88     -      1652.448  (meters)    5421.41   (feet)  ADJUSTED  
 KK1391  ___________________________________________________________________
 KK1391  GEOID HEIGHT-         -16.58  (meters)                     GEOID03
 KK1391  DYNAMIC HT  -        1650.835 (meters)    5416.11  (feet)  COMP
 KK1391  MODELED GRAV-     979,592.6   (mgal)                       NAVD 88
 KK1391
 KK1391  VERT ORDER  -  FIRST     CLASS II
 KK1391
 KK1391.The horizontal coordinates were scaled from a topographic map and have
 KK1391.an estimated accuracy of +/- 6 seconds.
 KK1391
 KK1391.The orthometric height was determined by differential leveling
 KK1391.and adjusted by the National Geodetic Survey in June 1991..
 KK1391
 KK1391.The geoid height was determined by GEOID03.
 KK1391
 KK1391.The dynamic height is computed by dividing the NAVD 88
 KK1391.geopotential number by the normal gravity value computed on the
 KK1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1391.degrees latitude (g = 980.6199 gals.).
 KK1391
 KK1391.The modeled gravity was interpolated from observed gravity values.
 KK1391
 KK1391;                    North         East    Units  Estimated Accuracy
 KK1391;SPC CO C     -   514,910.      950,290.      MT  (+/- 180 meters Scaled)
 KK1391
 KK1391                          SUPERSEDED SURVEY CONTROL
 KK1391
 KK1391  NGVD 29 (??/??/??) 1651.515  (m)         5418.35   (f) ADJUSTED    1 2
 KK1391
 KK1391.Superseded values are not recommended for survey control.
 KK1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1391.See file dsdata.txt to determine how the superseded data were derived.
 KK1391
 KK1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD930972(NAD 83)
 KK1391_MARKER: DB = BENCH MARK DISK
 KK1391_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KK1391_SP_SET: PIER
 KK1391_STAMPING: E 406 1984
 KK1391_MARK LOGO: NGS   
 KK1391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1391_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK1391+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2000
 KK1391
 KK1391  HISTORY     - Date     Condition        Report By
 KK1391  HISTORY     - 1984     MONUMENTED       NGS
 KK1391  HISTORY     - 20000504 GOOD             CO1435
 KK1391
 KK1391                          STATION DESCRIPTION
 KK1391
 KK1391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1391'IN LAKEWOOD.
 KK1391'IN LAKEWOOD, AT THE INTERSECTION OF U.S. HIGHWAY 6 (6TH AVENUE), AND
 KK1391'WADSWORTH BOULEVARD, SET VERTICALLY IN THE SOUTH FACE OF THE MOST
 KK1391'SOUTHERLY 1 OF 11 COLUMNS OF THE CENTER PIER OF THE HIGHWAY OVERPASS
 KK1391'OVER WADSWORTH BOULEVARD, 6.3 METERS (20.7 FT) EAST OF THE CENTERLINE
 KK1391'OF THE SOUTH BOUND LANES OF THE BOULEVARD, AND 6.2 METERS (20.3 FT)
 KK1391'WEST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE BOULEVARD.
 KK1391'THE MARK IS 1.4 M ABOVE THE GROUND.
 KK1391
 KK1391                          STATION RECOVERY (2000)
 KK1391
 KK1391'RECOVERY NOTE BY CITY OF LAKEWOOD COLORADO 2000 (KM)
 KK1391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1509 ***********************************************************************
 KK1509  DESIGNATION -  E 407
 KK1509  PID         -  KK1509
 KK1509  STATE/COUNTY-  CO/ARAPAHOE
 KK1509  USGS QUAD   -  FITZSIMONS (1994)
 KK1509
 KK1509                         *CURRENT SURVEY CONTROL
 KK1509  ___________________________________________________________________
 KK1509* NAD 83(1986)-  39 40 56.     (N)    104 48 37.     (W)     SCALED    
 KK1509* NAVD 88     -      1688.533  (meters)    5539.80   (feet)  ADJUSTED  
 KK1509  ___________________________________________________________________
 KK1509  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 KK1509  DYNAMIC HT  -        1686.899 (meters)    5534.43  (feet)  COMP
 KK1509  MODELED GRAV-     979,599.3   (mgal)                       NAVD 88
 KK1509
 KK1509  VERT ORDER  -  FIRST     CLASS II
 KK1509
 KK1509.The horizontal coordinates were scaled from a topographic map and have
 KK1509.an estimated accuracy of +/- 6 seconds.
 KK1509
 KK1509.The orthometric height was determined by differential leveling
 KK1509.and adjusted by the National Geodetic Survey in June 1991..
 KK1509
 KK1509.The geoid height was determined by GEOID03.
 KK1509
 KK1509.The dynamic height is computed by dividing the NAVD 88
 KK1509.geopotential number by the normal gravity value computed on the
 KK1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1509.degrees latitude (g = 980.6199 gals.).
 KK1509
 KK1509.The modeled gravity was interpolated from observed gravity values.
 KK1509
 KK1509;                    North         East    Units  Estimated Accuracy
 KK1509;SPC CO C     -   510,270.      973,570.      MT  (+/- 180 meters Scaled)
 KK1509
 KK1509                          SUPERSEDED SURVEY CONTROL
 KK1509
 KK1509  NGVD 29 (??/??/??) 1687.629  (m)         5536.83   (f) ADJUSTED    1 2
 KK1509
 KK1509.Superseded values are not recommended for survey control.
 KK1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1509.See file dsdata.txt to determine how the superseded data were derived.
 KK1509
 KK1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED162925(NAD 83)
 KK1509_MARKER: DB = BENCH MARK DISK
 KK1509_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KK1509_SP_SET: FOUNDATION
 KK1509_STAMPING: E 407 1984
 KK1509_MARK LOGO: NGS   
 KK1509_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1509+STABILITY: POSITION/ELEVATION WELL
 KK1509
 KK1509  HISTORY     - Date     Condition        Report By
 KK1509  HISTORY     - 1984     MONUMENTED       NGS
 KK1509
 KK1509                          STATION DESCRIPTION
 KK1509
 KK1509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1509'6.3 KM (3.9 MI) SOUTH FROM AURORA.
 KK1509'6.3 KM (3.9 MI) SOUTH ALONG CHAMBERS ROAD FROM ITS JUNCTION WITH
 KK1509'COLFAX AVENUE IN AURORA, AT THE CROSSING OF A DOUBLE POWERLINE, IN TOP
 KK1509'OF AND 0.2 METER (0.7 FT) NORTHEAST OF THE SOUTHWEST EDGE OF THE
 KK1509'CONCRETE FOUNDATION OF THE SOUTHWEST LEG OF THE SOUTH 1 OF 2 STEEL
 KK1509'POWERLINE TOWERS, 32.9 METERS (107.9 FT) WEST OF THE CENTERLINE OF THE
 KK1509'SOUTH BOUND LANES OF THE ROAD, AND 0.4 METER (1.3 FT) ABOVE THE ROAD.
 KK1509'THE CONCRETE FOUNDATION IS 42 FEET DEEP WITH REBAR DRILLED AND
 KK1509'CEMENTED INTO BEDROCK.
 KK1509'THE MARK IS 1.3 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1356 ***********************************************************************
 KK1356  DESIGNATION -  E 408
 KK1356  PID         -  KK1356
 KK1356  STATE/COUNTY-  CO/BOULDER
 KK1356  USGS QUAD   -  LOUISVILLE (1994)
 KK1356
 KK1356                         *CURRENT SURVEY CONTROL
 KK1356  ___________________________________________________________________
 KK1356* NAD 83(1986)-  39 56 02.     (N)    105 14 10.     (W)     SCALED    
 KK1356* NAVD 88     -      1814.282  (meters)    5952.36   (feet)  ADJUSTED  
 KK1356  ___________________________________________________________________
 KK1356  GEOID HEIGHT-         -15.82  (meters)                     GEOID03
 KK1356  DYNAMIC HT  -        1812.491 (meters)    5946.48  (feet)  COMP
 KK1356  MODELED GRAV-     979,575.1   (mgal)                       NAVD 88
 KK1356
 KK1356  VERT ORDER  -  FIRST     CLASS II
 KK1356
 KK1356.The horizontal coordinates were scaled from a topographic map and have
 KK1356.an estimated accuracy of +/- 6 seconds.
 KK1356
 KK1356.The orthometric height was determined by differential leveling
 KK1356.and adjusted by the National Geodetic Survey in June 1991..
 KK1356
 KK1356.The geoid height was determined by GEOID03.
 KK1356
 KK1356.The dynamic height is computed by dividing the NAVD 88
 KK1356.geopotential number by the normal gravity value computed on the
 KK1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1356.degrees latitude (g = 980.6199 gals.).
 KK1356
 KK1356.The modeled gravity was interpolated from observed gravity values.
 KK1356
 KK1356;                    North         East    Units  Estimated Accuracy
 KK1356;SPC CO N     -   371,510.      936,960.      MT  (+/- 180 meters Scaled)
 KK1356
 KK1356                          SUPERSEDED SURVEY CONTROL
 KK1356
 KK1356  NGVD 29 (??/??/??) 1813.309  (m)         5949.16   (f) ADJUSTED    1 2
 KK1356
 KK1356.Superseded values are not recommended for survey control.
 KK1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1356.See file dsdata.txt to determine how the superseded data were derived.
 KK1356
 KK1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE798204(NAD 83)
 KK1356_MARKER: I = METAL ROD
 KK1356_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1356_SP_SET: STAINLESS STEEL ROD
 KK1356_STAMPING: E 408 1984
 KK1356_MARK LOGO: NGS   
 KK1356_PROJECTION: FLUSH
 KK1356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1356_ROD/PIPE-DEPTH: 3.3  meters
 KK1356
 KK1356  HISTORY     - Date     Condition        Report By
 KK1356  HISTORY     - 1984     MONUMENTED       NGS
 KK1356
 KK1356                          STATION DESCRIPTION
 KK1356
 KK1356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1356'12.8 KM (7.95 MI) SOUTH FROM BOULDER.
 KK1356'4.0 KM (2.5 MI) SOUTH ALONG U.S. HIGHWAY 36 FROM ITS NORTH JUNCTION
 KK1356'WITH STATE HIGHWAY 119 IN BOULDER, THENCE 0.4 KM (0.25 MI) WEST ALONG
 KK1356'BASELINE ROAD, THENCE 8.4 KM (5.2 MI) SOUTHERLY ALONG STATE HIGHWAY
 KK1356'93, 0.6 KM (0.35 MI) NORTH OF THE INTERSECTION OF STATE HIGHWAY 128,
 KK1356'NEAR THE SOUTH END OF A HIGHWAY CUT, 26.4 METERS (86.6 FT) EAST OF THE
 KK1356'CENTERLINE OF THE HIGHWAY, 23.0 METERS (75.5 FT) NORTH OF THE EXTENDED
 KK1356'CENTER OF A ROAD LEADING NORTHWEST, AND 1.1 METERS (3.6 FT) SOUTH OF A
 KK1356'UTILITY POLE WITH 2 GUY WIRES.  NOTE--ACCESS TO THE DATUM POINT IS
 KK1356'THROUGH A 5-INCH LOGO CAP.
 KK1356'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 KK1356'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1387 ***********************************************************************
 KK1387  DESIGNATION -  E 409
 KK1387  PID         -  KK1387
 KK1387  STATE/COUNTY-  CO/JEFFERSON
 KK1387  USGS QUAD   -  FORT LOGAN (1994)
 KK1387
 KK1387                         *CURRENT SURVEY CONTROL
 KK1387  ___________________________________________________________________
 KK1387* NAD 83(1986)-  39 43 20.     (N)    105 06 40.     (W)     SCALED    
 KK1387* NAVD 88     -      1695.700  (meters)    5563.31   (feet)  ADJUSTED  
 KK1387  ___________________________________________________________________
 KK1387  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 KK1387  DYNAMIC HT  -        1694.034 (meters)    5557.84  (feet)  COMP
 KK1387  MODELED GRAV-     979,584.1   (mgal)                       NAVD 88
 KK1387
 KK1387  VERT ORDER  -  FIRST     CLASS II
 KK1387
 KK1387.The horizontal coordinates were scaled from a topographic map and have
 KK1387.an estimated accuracy of +/- 6 seconds.
 KK1387
 KK1387.The orthometric height was determined by differential leveling
 KK1387.and adjusted by the National Geodetic Survey in June 1991..
 KK1387
 KK1387.The geoid height was determined by GEOID03.
 KK1387
 KK1387.The dynamic height is computed by dividing the NAVD 88
 KK1387.geopotential number by the normal gravity value computed on the
 KK1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1387.degrees latitude (g = 980.6199 gals.).
 KK1387
 KK1387.The modeled gravity was interpolated from observed gravity values.
 KK1387
 KK1387;                    North         East    Units  Estimated Accuracy
 KK1387;SPC CO C     -   514,560.      947,740.      MT  (+/- 180 meters Scaled)
 KK1387
 KK1387                          SUPERSEDED SURVEY CONTROL
 KK1387
 KK1387  NGVD 29 (??/??/??) 1694.760  (m)         5560.23   (f) ADJUSTED    1 2
 KK1387
 KK1387.Superseded values are not recommended for survey control.
 KK1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1387.See file dsdata.txt to determine how the superseded data were derived.
 KK1387
 KK1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD904969(NAD 83)
 KK1387_MARKER: I = METAL ROD
 KK1387_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KK1387_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KK1387_STAMPING: E 409 1984
 KK1387_MARK LOGO: NGS   
 KK1387_PROJECTION: FLUSH
 KK1387_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1387+STABILITY: POSITION/ELEVATION WELL
 KK1387_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK1387+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2000
 KK1387_ROD/PIPE-DEPTH: 11.9 meters
 KK1387_SLEEVE-DEPTH  : 9.3 meters
 KK1387
 KK1387  HISTORY     - Date     Condition        Report By
 KK1387  HISTORY     - 1984     MONUMENTED       NGS
 KK1387  HISTORY     - 20000629 GOOD             CO1435
 KK1387
 KK1387                          STATION DESCRIPTION
 KK1387
 KK1387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1387'IN LAKEWOOD.
 KK1387'IN LAKEWOOD, AT THE DENVER FEDERAL CENTER, AT THE INTERSECTION OF THE
 KK1387'GATE TWO ENTRANCE ROAD TO THE DENVER FEDERAL CENTER AND KIPLING
 KK1387'STREET, 107.9 METERS (354.0 FT) WEST OF THE CENTERLINE OF THE STREET,
 KK1387'32.0 METERS (105.0 FT) SOUTH OF THE CENTER OF THE ROAD, 18.8 METERS
 KK1387'(61.7 FT) NORTH OF THE CENTER OF A GATE, 1.0 METER (3.3 FT) WEST OF A
 KK1387'CHAIN LINK FENCE, AND 0.3 METER (1.0 FT) EAST OF A WITNESS POST.
 KK1387'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1387'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 KK1387
 KK1387                          STATION RECOVERY (2000)
 KK1387
 KK1387'RECOVERY NOTE BY CITY OF LAKEWOOD COLORADO 2000 (KM)
 KK1387'GATE 2 CLOSED.  FROM GATE 1, DFC IN LAKEWOOD CO, GO W 0.15 MI. TO
 KK1387'SECOND ST.  TURN RIGHT, N, AND GO 0.15 MI. TO FORK AT FIRST ST.  BEAR
 KK1387'RIGHT, N, AND GO 0.2 MI. TO CENTER ST.  TURN RIGHT, E, AND GO 0.15 MI.
 KK1387'TO STATION ON RIGHT.  MARK IS 105' S OF CNTR. OF CENTER ST, 61.7' N OF
 KK1387'CNTR. OF DOUBLE GATE IN CHAIN LINK FENCE, 3.3' W OF SAID FENCE, 0.8' S
 KK1387'OF A WITNESS POST, AND 0.5' N OF 2ND WP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0198 ***********************************************************************
 JJ0198  DESIGNATION -  E 41
 JJ0198  PID         -  JJ0198
 JJ0198  STATE/COUNTY-  CO/PROWERS
 JJ0198  USGS QUAD   -  LAMAR WEST (1979)
 JJ0198
 JJ0198                         *CURRENT SURVEY CONTROL
 JJ0198  ___________________________________________________________________
 JJ0198* NAD 83(1986)-  38 05 09.     (N)    102 41 23.     (W)     SCALED    
 JJ0198* NAVD 88     -      1113.996  (meters)    3654.84   (feet)  ADJUSTED  
 JJ0198  ___________________________________________________________________
 JJ0198  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 JJ0198  DYNAMIC HT  -        1112.932 (meters)    3651.34  (feet)  COMP
 JJ0198  MODELED GRAV-     979,636.6   (mgal)                       NAVD 88
 JJ0198
 JJ0198  VERT ORDER  -  FIRST     CLASS II
 JJ0198
 JJ0198.The horizontal coordinates were scaled from a topographic map and have
 JJ0198.an estimated accuracy of +/- 6 seconds.
 JJ0198
 JJ0198.The orthometric height was determined by differential leveling
 JJ0198.and adjusted by the National Geodetic Survey in June 1991..
 JJ0198
 JJ0198.The geoid height was determined by GEOID03.
 JJ0198
 JJ0198.The dynamic height is computed by dividing the NAVD 88
 JJ0198.geopotential number by the normal gravity value computed on the
 JJ0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0198.degrees latitude (g = 980.6199 gals.).
 JJ0198
 JJ0198.The modeled gravity was interpolated from observed gravity values.
 JJ0198
 JJ0198;                    North         East    Units  Estimated Accuracy
 JJ0198;SPC CO S     -   466,020.    1,160,900.      MT  (+/- 180 meters Scaled)
 JJ0198
 JJ0198                          SUPERSEDED SURVEY CONTROL
 JJ0198
 JJ0198  NGVD 29 (??/??/92) 1113.472  (m)         3653.12   (f) ADJ UNCH    1 2
 JJ0198
 JJ0198.Superseded values are not recommended for survey control.
 JJ0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0198.See file dsdata.txt to determine how the superseded data were derived.
 JJ0198
 JJ0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC026178(NAD 83)
 JJ0198_MARKER: DB = BENCH MARK DISK
 JJ0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0198_STAMPING: E 41 1933
 JJ0198_MARK LOGO: CGS   
 JJ0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0198+STABILITY: SURFACE MOTION
 JJ0198
 JJ0198  HISTORY     - Date     Condition        Report By
 JJ0198  HISTORY     - 1933     MONUMENTED       CGS
 JJ0198  HISTORY     - 1960     GOOD             NGS
 JJ0198  HISTORY     - 1974     GOOD             NGS
 JJ0198  HISTORY     - 1985     GOOD             NGS
 JJ0198
 JJ0198                          STATION DESCRIPTION
 JJ0198
 JJ0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JJ0198'4.2 MI W FROM LAMAR.
 JJ0198'4.2 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JJ0198'FROM THE STATION AT LAMAR, 0.1 MILE WEST OF THE STATION SIGN AT
 JJ0198'BETA, 41 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, 40 FEET
 JJ0198'EAST OF THE CENTERLINE OF A NORTH-AND-SOUTH GRADED ROAD, 8 FEET
 JJ0198'SOUTH OF A POLE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND
 JJ0198'ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 JJ0198'E 41 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5
 JJ0198'FOOT ABOVE GROUND.
 JJ0198
 JJ0198                          STATION RECOVERY (1974)
 JJ0198
 JJ0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JJ0198'RECOVERED IN GOOD CONDITION.
 JJ0198
 JJ0198                          STATION RECOVERY (1985)
 JJ0198
 JJ0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0198'RECOVERED IN GOOD CONDITION.  NOTE--THE MARK IS ALONG THE EAST SIDE OF
 JJ0198'AN IRRIGATION DITCH AND IS NOW 1 FT UNDERGROUND.  ADD--0.3 M (1.0 FT)
 JJ0198'SOUTH OF A WITNESS POST.  STAMPING NOW READS--E 41 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1366 ***********************************************************************
 KK1366  DESIGNATION -  E 411
 KK1366  PID         -  KK1366
 KK1366  STATE/COUNTY-  CO/JEFFERSON
 KK1366  USGS QUAD   -  GOLDEN (1994)
 KK1366
 KK1366                         *CURRENT SURVEY CONTROL
 KK1366  ___________________________________________________________________
 KK1366* NAD 83(1986)-  39 48 05.     (N)    105 13 24.     (W)     SCALED    
 KK1366* NAVD 88     -      1788.308  (meters)    5867.14   (feet)  ADJUSTED  
 KK1366  ___________________________________________________________________
 KK1366  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 KK1366  DYNAMIC HT  -        1786.507 (meters)    5861.23  (feet)  COMP
 KK1366  MODELED GRAV-     979,556.7   (mgal)                       NAVD 88
 KK1366
 KK1366  VERT ORDER  -  FIRST     CLASS II
 KK1366
 KK1366.The horizontal coordinates were scaled from a topographic map and have
 KK1366.an estimated accuracy of +/- 6 seconds.
 KK1366
 KK1366.The orthometric height was determined by differential leveling
 KK1366.and adjusted by the National Geodetic Survey in June 1991..
 KK1366
 KK1366.The geoid height was determined by GEOID03.
 KK1366
 KK1366.The dynamic height is computed by dividing the NAVD 88
 KK1366.geopotential number by the normal gravity value computed on the
 KK1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1366.degrees latitude (g = 980.6199 gals.).
 KK1366
 KK1366.The modeled gravity was interpolated from observed gravity values.
 KK1366
 KK1366;                    North         East    Units  Estimated Accuracy
 KK1366;SPC CO C     -   523,310.      938,100.      MT  (+/- 180 meters Scaled)
 KK1366
 KK1366                          SUPERSEDED SURVEY CONTROL
 KK1366
 KK1366  NGVD 29 (??/??/??) 1787.321  (m)         5863.90   (f) ADJUSTED    1 2
 KK1366
 KK1366.Superseded values are not recommended for survey control.
 KK1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1366.See file dsdata.txt to determine how the superseded data were derived.
 KK1366
 KK1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE808057(NAD 83)
 KK1366_MARKER: I = METAL ROD
 KK1366_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1366_SP_SET: STAINLESS STEEL ROD
 KK1366_STAMPING: E 411 1984
 KK1366_MARK LOGO: NGS   
 KK1366_PROJECTION: FLUSH
 KK1366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1366_ROD/PIPE-DEPTH: 7.3  meters
 KK1366
 KK1366  HISTORY     - Date     Condition        Report By
 KK1366  HISTORY     - 1984     MONUMENTED       NGS
 KK1366
 KK1366                          STATION DESCRIPTION
 KK1366
 KK1366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1366'5.2 KM (3.25 MI) NORTH FROM GOLDEN.
 KK1366'5.2 KM (3.25 MI) NORTHERLY ALONG STATE HIGHWAY 93 FROM ITS JUNCTION
 KK1366'WITH STATE HIGHWAY 58 IN GOLDEN, 119.3 METERS (391.4 FT) EAST OF THE
 KK1366'CENTERLINE OF THE HIGHWAY, 10.0 METERS (32.8 FT) EAST OF THE CENTER OF
 KK1366'A TRACK ROAD LEADING SOUTH, AND 1.7 METERS (5.6 FT) EAST OF UTILITY
 KK1366'POLE NUMBER 5-52-22.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 KK1366'5-INCH LOGO CAP.
 KK1366'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 KK1366'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1458 ***********************************************************************
 KK1458  DESIGNATION -  E 412
 KK1458  PID         -  KK1458
 KK1458  STATE/COUNTY-  CO/JEFFERSON
 KK1458  USGS QUAD   -  ARVADA (1994)
 KK1458
 KK1458                         *CURRENT SURVEY CONTROL
 KK1458  ___________________________________________________________________
 KK1458* NAD 83(1986)-  39 45 18.     (N)    105 06 33.     (W)     SCALED    
 KK1458* NAVD 88     -      1699.064  (meters)    5574.35   (feet)  ADJUSTED  
 KK1458  ___________________________________________________________________
 KK1458  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 KK1458  DYNAMIC HT  -        1697.413 (meters)    5568.93  (feet)  COMP
 KK1458  MODELED GRAV-     979,594.8   (mgal)                       NAVD 88
 KK1458
 KK1458  VERT ORDER  -  FIRST     CLASS II
 KK1458
 KK1458.The horizontal coordinates were scaled from a topographic map and have
 KK1458.an estimated accuracy of +/- 6 seconds.
 KK1458
 KK1458.The orthometric height was determined by differential leveling
 KK1458.and adjusted by the National Geodetic Survey in June 1991..
 KK1458
 KK1458.The geoid height was determined by GEOID03.
 KK1458
 KK1458.The dynamic height is computed by dividing the NAVD 88
 KK1458.geopotential number by the normal gravity value computed on the
 KK1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1458.degrees latitude (g = 980.6199 gals.).
 KK1458
 KK1458.The modeled gravity was interpolated from observed gravity values.
 KK1458
 KK1458;                    North         East    Units  Estimated Accuracy
 KK1458;SPC CO C     -   518,200.      947,900.      MT  (+/- 180 meters Scaled)
 KK1458
 KK1458                          SUPERSEDED SURVEY CONTROL
 KK1458
 KK1458  NGVD 29 (??/??/??) 1698.137  (m)         5571.30   (f) ADJUSTED    1 2
 KK1458
 KK1458.Superseded values are not recommended for survey control.
 KK1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1458.See file dsdata.txt to determine how the superseded data were derived.
 KK1458
 KK1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE906005(NAD 83)
 KK1458_MARKER: I = METAL ROD
 KK1458_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1458_SP_SET: STAINLESS STEEL ROD
 KK1458_STAMPING: E 412 1984
 KK1458_MARK LOGO: NGS   
 KK1458_PROJECTION: FLUSH
 KK1458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1458+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2000
 KK1458_ROD/PIPE-DEPTH: 10.4 meters
 KK1458
 KK1458  HISTORY     - Date     Condition        Report By
 KK1458  HISTORY     - 1984     MONUMENTED       NGS
 KK1458  HISTORY     - 20000629 GOOD             CO1435
 KK1458
 KK1458                          STATION DESCRIPTION
 KK1458
 KK1458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1458'IN WHEAT RIDGE.
 KK1458'IN WHEAT RIDGE, AT THE INTERSECTION OF KIPLING STREET AND WEST 26TH
 KK1458'AVENUE, AT THE SOUTHWEST CORNER OF THE CROWN HILL PARK, 26.7 METERS
 KK1458'(87.6 FT) NORTH OF THE CENTER OF THE AVENUE, 13.8 METERS (45.3 FT)
 KK1458'EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE STREET,
 KK1458'1.2 METERS (3.9 FT) NORTH-NORTHWEST OF THE NORTHWEST LEG OF THE PARK
 KK1458'SIGN (CROWN HILL PARK), AND 0.7 METER (2.3 FT) SOUTHWEST OF A FENCE.
 KK1458'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1458'THE MARK IS 1.0 M ABOVE THE STREET.
 KK1458
 KK1458                          STATION RECOVERY (2000)
 KK1458
 KK1458'RECOVERY NOTE BY CITY OF LAKEWOOD COLORADO 2000 (KM)
 KK1458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE7663 ***********************************************************************
 AE7663  DESIGNATION -  E 413 RESET
 AE7663  PID         -  AE7663
 AE7663  STATE/COUNTY-  CO/BOULDER
 AE7663  USGS QUAD   -  LAFAYETTE (1994)
 AE7663
 AE7663                         *CURRENT SURVEY CONTROL
 AE7663  ___________________________________________________________________
 AE7663* NAD 83(1986)-  39 55 43.     (N)    105 05 25.     (W)     SCALED    
 AE7663* NAVD 88     -      1651.82   (meters)    5419.3    (feet)  RESET     
 AE7663  ___________________________________________________________________
 AE7663  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 AE7663
 AE7663  VERT ORDER  -  THIRD
 AE7663
 AE7663.The horizontal coordinates were scaled from a topographic map and have
 AE7663.an estimated accuracy of +/- 6 seconds.
 AE7663
 AE7663.The orthometric height was computed from unverified reset data.
 AE7663
 AE7663.The geoid height was determined by GEOID03.
 AE7663
 AE7663;                    North         East    Units  Estimated Accuracy
 AE7663;SPC CO N     -   370,980.      949,430.      MT  (+/- 180 meters Scaled)
 AE7663
 AE7663                          SUPERSEDED SURVEY CONTROL
 AE7663
 AE7663.No superseded survey control is available for this station.
 AE7663
 AE7663_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE922198(NAD 83)
 AE7663_MARKER: I = METAL ROD
 AE7663_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE7663_STAMPING: E 413 RESET 1993
 AE7663_MARK LOGO: NGS   
 AE7663_PROJECTION: FLUSH
 AE7663_MAGNETIC: I = MARKER IS A STEEL ROD
 AE7663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7663_ROD/PIPE-DEPTH: 4.0  meters
 AE7663
 AE7663  HISTORY     - Date     Condition        Report By
 AE7663  HISTORY     - 1993     MONUMENTED       NGS
 AE7663
 AE7663                          STATION DESCRIPTION
 AE7663
 AE7663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RSC)
 AE7663'THE STATION IS LOCATED IN THE TOWN OF BROOMFIELD, IN THE NORTHWEST 1/4
 AE7663'OF SECTION 35, T 1 S, R 69 W.  OWNERSHIP--COLORADO DEPT.  OF
 AE7663'TRANSPORTATION RIGHT-OF-WAY. TO REACH THE STATION FROM THE
 AE7663'INTERSECTION OF U.  S.  HIGHWAY 287 AND WEST 1OTH AVENUE IN
 AE7663'BROOMFIELD, GO SOUTH ON U.  S.  HIGHWAY 287 FOR ABOUT 300 FT (91.4 M)
 AE7663'TO THE STATION ON THE LEFT. THE MARK IS A PUNCH HOLE TOP CENTER IN A
 AE7663'STEEL ROD ENCASED IN A PVC PIPE WITH LOGO CAP SET IN A 0.7 M (2.3 FT)
 AE7663'CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 95.2 M (312.3 FT) SOUTH
 AE7663'OF THE CENTER LINE OF WEST 10TH AVENUE, 17.2 M (56.4 FT) EAST OF THE
 AE7663'CENTER LINE OF THE NORTHBOUND LANES OF U.  S.  HIGHWAY 287, 11.1 M
 AE7663'(36.4 FT) SOUTHEAST OF THE CENTER OF A CONCRETE IRRIGATION DITCH
 AE7663'EASTERN HEADWALL (1964) , 2.2 M (7.2 FT) NORTH OF THE CENTER OF A
 AE7663'GATE, 1.6 M (5.2 FT) SOUTH OF A FENCE CORNER, 0.35 M (1.15 FT) WEST OF
 AE7663'A WOODEN FENCE, 0.35 M (1.15 FT) SOUTH OF A WITNESS POST AND 83 M
 AE7663'(272.3 FT) SOUTH OF THE OLD BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1149 ***********************************************************************
 LL1149  DESIGNATION -  E 414
 LL1149  PID         -  LL1149
 LL1149  STATE/COUNTY-  CO/WELD
 LL1149  USGS QUAD   -  KERSEY (1950)
 LL1149
 LL1149                         *CURRENT SURVEY CONTROL
 LL1149  ___________________________________________________________________
 LL1149* NAD 83(1986)-  40 23 30.     (N)    104 34 59.     (W)     SCALED    
 LL1149* NAVD 88     -      1409.347  (meters)    4623.83   (feet)  ADJUSTED  
 LL1149  ___________________________________________________________________
 LL1149  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 LL1149  DYNAMIC HT  -        1408.151 (meters)    4619.91  (feet)  COMP
 LL1149  MODELED GRAV-     979,727.8   (mgal)                       NAVD 88
 LL1149
 LL1149  VERT ORDER  -  FIRST     CLASS II
 LL1149
 LL1149.The horizontal coordinates were scaled from a topographic map and have
 LL1149.an estimated accuracy of +/- 6 seconds.
 LL1149
 LL1149.The orthometric height was determined by differential leveling
 LL1149.and adjusted by the National Geodetic Survey in June 1991..
 LL1149
 LL1149.The geoid height was determined by GEOID03.
 LL1149
 LL1149.The dynamic height is computed by dividing the NAVD 88
 LL1149.geopotential number by the normal gravity value computed on the
 LL1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1149.degrees latitude (g = 980.6199 gals.).
 LL1149
 LL1149.The modeled gravity was interpolated from observed gravity values.
 LL1149
 LL1149;                    North         East    Units  Estimated Accuracy
 LL1149;SPC CO N     -   422,710.      992,250.      MT  (+/- 180 meters Scaled)
 LL1149
 LL1149                          SUPERSEDED SURVEY CONTROL
 LL1149
 LL1149.No superseded survey control is available for this station.
 LL1149
 LL1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE353713(NAD 83)
 LL1149_MARKER: I = METAL ROD
 LL1149_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1149_SP_SET: STAINLESS STEEL ROD
 LL1149_STAMPING: E 414 1984
 LL1149_MARK LOGO: NGS   
 LL1149_PROJECTION: FLUSH
 LL1149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1149_ROD/PIPE-DEPTH: 20.1 meters
 LL1149
 LL1149  HISTORY     - Date     Condition        Report By
 LL1149  HISTORY     - 1984     MONUMENTED       NGS
 LL1149
 LL1149                          STATION DESCRIPTION
 LL1149
 LL1149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1149'13.5 KM (8.4 MI) EAST FROM GREELEY.
 LL1149'8.4 KM (5.2 MI) EASTERLY ALONG U.S. HIGHWAY 34 FROM ITS JUNCTION
 LL1149'WITH U.S. HIGHWAY 85 IN GREELEY, 31.7 M (104.0 FT) SOUTH OF THE
 LL1149'CENTERLINE OF THE HIGHWAY, 5.7 M (18.7 FT) EAST OF THE CENTER OF
 LL1149'COUNTY ROAD 51, 1.6 M (5.2 FT) WEST OF THE WEST EDGE OF A CONCRETE
 LL1149'IRRIGATION DITCH, AND 1.5 M (4.9 FT) SOUTH OF A UTILITY POLE.
 LL1149'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LL1149'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LL1149'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0403 ***********************************************************************
 LN0403  DESIGNATION -  E 415
 LN0403  PID         -  LN0403
 LN0403  STATE/COUNTY-  CO/RIO BLANCO
 LN0403  USGS QUAD   -  MELLEN HILL (1962)
 LN0403
 LN0403                         *CURRENT SURVEY CONTROL
 LN0403  ___________________________________________________________________
 LN0403* NAD 83(1992)-  40 08 46.13592(N)    108 57 55.13576(W)     ADJUSTED  
 LN0403* NAVD 88     -      1772.341  (meters)    5814.76   (feet)  ADJUSTED  
 LN0403  ___________________________________________________________________
 LN0403  X           -  -1,587,150.020 (meters)                     COMP
 LN0403  Y           -  -4,618,498.887 (meters)                     COMP
 LN0403  Z           -   4,091,535.511 (meters)                     COMP
 LN0403  LAPLACE CORR-           3.63  (seconds)                    DEFLEC99
 LN0403  ELLIP HEIGHT-        1755.82  (meters)          (03/21/05) GPS OBS
 LN0403  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 LN0403  DYNAMIC HT  -        1770.681 (meters)    5809.31  (feet)  COMP
 LN0403  MODELED GRAV-     979,626.4   (mgal)                       NAVD 88
 LN0403
 LN0403  HORZ ORDER  -  FIRST
 LN0403  VERT ORDER  -  FIRST     CLASS II
 LN0403  ELLP ORDER  -  FOURTH    CLASS I
 LN0403
 LN0403.The horizontal coordinates were established by GPS observations
 LN0403.and adjusted by the CO DEPT OF HIGHWAYS in March 2005..
 LN0403
 LN0403.The orthometric height was determined by differential leveling
 LN0403.and adjusted by the National Geodetic Survey in June 1991..
 LN0403
 LN0403.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LN0403
 LN0403.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0403
 LN0403.The ellipsoidal height was determined by GPS observations
 LN0403.and is referenced to NAD 83.
 LN0403
 LN0403.The geoid height was determined by GEOID03.
 LN0403
 LN0403.The dynamic height is computed by dividing the NAVD 88
 LN0403.geopotential number by the normal gravity value computed on the
 LN0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0403.degrees latitude (g = 980.6199 gals.).
 LN0403
 LN0403.The modeled gravity was interpolated from observed gravity values.
 LN0403
 LN0403;                    North         East     Units Scale Factor Converg.
 LN0403;SPC CO N     -   400,816.374   619,204.415   MT  0.99995850   -2 14 20.6
 LN0403;SPC CO N     - 1,315,011.72  2,031,506.48   sFT  0.99995850   -2 14 20.6
 LN0403;UTM  12      - 4,445,963.085   673,315.438   MT  0.99996979   +1 18 43.8
 LN0403
 LN0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0403!SPC CO N     -   0.99972463  x   0.99995850  =   0.99968314
 LN0403!UTM  12      -   0.99972463  x   0.99996979  =   0.99969443
 LN0403
 LN0403                          SUPERSEDED SURVEY CONTROL
 LN0403
 LN0403  NAVD 88 (03/21/05) 1772.34   (m)         5814.8    (f) LEVELING    3  
 LN0403
 LN0403.Superseded values are not recommended for survey control.
 LN0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0403.See file dsdata.txt to determine how the superseded data were derived.
 LN0403
 LN0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK7331545963(NAD 83)
 LN0403_MARKER: DB = BENCH MARK DISK
 LN0403_SETTING: 66 = SET IN ROCK OUTCROP
 LN0403_SP_SET: ROCK OUTCROP
 LN0403_STAMPING: E 415 1984
 LN0403_MARK LOGO: NGS   
 LN0403_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LN0403_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0403+STABILITY: POSITION/ELEVATION WELL
 LN0403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0403+SATELLITE: SATELLITE OBSERVATIONS - November 09, 2004
 LN0403
 LN0403  HISTORY     - Date     Condition        Report By
 LN0403  HISTORY     - 1984     MONUMENTED       NGS
 LN0403  HISTORY     - 20041109 GOOD             CODOT
 LN0403
 LN0403                          STATION DESCRIPTION
 LN0403
 LN0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0403'16.3 KM (10.1 MI) NW FROM RANGELY.
 LN0403'16.3 KM (10.1 MI) NORTHWESTERLY ALONG STATE HIGHWAY 64 FROM THE POST
 LN0403'OFFICE IN RANGELY, 0.7 KM (0.45 MI) SOUTHEAST OF MILEPOST 8, IN THE
 LN0403'EASTERN 1/4 OF A 9 BY 40 FOOT EXPOSED AREA OF OUTCROPPING BEDROCK AT
 LN0403'THE TOP OF A HILL, 58.8 M (192.9 FT) EAST-SOUTHEAST OF THE CENTER OF A
 LN0403'DIRT ROAD LEADING SOUTH, 28.3 M (92.8 FT) NORTHEAST OF UTILITY POLE
 LN0403'NUMBER 530 WITH 3-GUY WIRES, AND 18.0 M (59.1 FT) SOUTH OF THE
 LN0403'CENTERLINE OF THE HIGHWAY.
 LN0403'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LN0403'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 LN0403
 LN0403                          STATION RECOVERY (2004)
 LN0403
 LN0403'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2004 (RM)
 LN0403'THE STATION IS LOCATED ABOUT 9 MI (14.5 KM) WEST-NORTHWEST OF RANGELY,
 LN0403'7.5 MI (12.1 KM) SOUTH-SOUTHEAST OF DINOSAUR AND 5 MI (8.0 KM)
 LN0403'WEST-NORTHWEST OF CALIFORNIA CAMP, IN THE NORTHWEST 1/4 OF SECTION 16,
 LN0403'T 2 N, R 103 W, AT STATE HIGHWAY 64 MILEPOST 8.45. OWNERSHIP--UNKNOWN
 LN0403'TO REACH THE STATION FROM THE POST OFFICE IN RANGELY, GO NORTHWESTERLY
 LN0403'ON STATE HIGHWAY 64 FOR 10.1 MI (16.3 KM) TO THE STATION ON THE LEFT
 LN0403'IN THE EASTERN 1/4 OF AN 2.7 M (8.9 FT) BY 12.2 M (40.0 FT) SANDSTONE
 LN0403'OUTCROP JUST WEST OF THE TOP OF A HILL
 LN0403' 
 LN0403'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF A 2.7
 LN0403'M  (8.9 FT) BY 12.2 M (40.0 FT) SANDSTONE OUTCROP. IT IS 58.8 M (192.9
 LN0403'FT) EAST-SOUTHEAST FROM THE CENTER OF A DIRT ROAD LEADING SOUTH, 28.3
 LN0403'M (92.8 FT) NORTHEAST FROM A UTILITY POLE NUMBER 530 WITH THREE GUY
 LN0403'WIRES, 18.0 M  (59.1 FT) SOUTH FROM THE CENTER LINE OF THE HIGHWAY,
 LN0403'0.3 M (1.0 FT) NORTH FROM A WITNESS POST AND ABOUT 1.5 M (4.9 FT)
 LN0403'BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0199 ***********************************************************************
 KM0199  DESIGNATION -  E 416
 KM0199  PID         -  KM0199
 KM0199  STATE/COUNTY-  CO/MESA
 KM0199  USGS QUAD   -  HIGHLINE LAKE (1968)
 KM0199
 KM0199                         *CURRENT SURVEY CONTROL
 KM0199  ___________________________________________________________________
 KM0199* NAD 83(1986)-  39 20 47.     (N)    108 49 10.     (W)     SCALED    
 KM0199* NAVD 88     -      1496.391  (meters)    4909.41   (feet)  ADJUSTED  
 KM0199  ___________________________________________________________________
 KM0199  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 KM0199  DYNAMIC HT  -        1494.968 (meters)    4904.74  (feet)  COMP
 KM0199  MODELED GRAV-     979,623.7   (mgal)                       NAVD 88
 KM0199
 KM0199  VERT ORDER  -  FIRST     CLASS II
 KM0199
 KM0199.The horizontal coordinates were scaled from a topographic map and have
 KM0199.an estimated accuracy of +/- 6 seconds.
 KM0199
 KM0199.The orthometric height was determined by differential leveling
 KM0199.and adjusted by the National Geodetic Survey in June 1991..
 KM0199
 KM0199.The geoid height was determined by GEOID03.
 KM0199
 KM0199.The dynamic height is computed by dividing the NAVD 88
 KM0199.geopotential number by the normal gravity value computed on the
 KM0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0199.degrees latitude (g = 980.6199 gals.).
 KM0199
 KM0199.The modeled gravity was interpolated from observed gravity values.
 KM0199
 KM0199;                    North         East    Units  Estimated Accuracy
 KM0199;SPC CO C     -   477,990.      628,340.      MT  (+/- 180 meters Scaled)
 KM0199
 KM0199                          SUPERSEDED SURVEY CONTROL
 KM0199
 KM0199.No superseded survey control is available for this station.
 KM0199
 KM0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ879574(NAD 83)
 KM0199_MARKER: I = METAL ROD
 KM0199_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KM0199_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KM0199_STAMPING: E 416 1984
 KM0199_MARK LOGO: NGS   
 KM0199_PROJECTION: FLUSH
 KM0199_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0199+STABILITY: POSITION/ELEVATION WELL
 KM0199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0199+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2005
 KM0199_ROD/PIPE-DEPTH: 13.4 meters
 KM0199_SLEEVE-DEPTH  : 12.8 meters
 KM0199
 KM0199  HISTORY     - Date     Condition        Report By
 KM0199  HISTORY     - 1984     MONUMENTED       NGS
 KM0199  HISTORY     - 20050604 GOOD             GEOCAC
 KM0199
 KM0199                          STATION DESCRIPTION
 KM0199
 KM0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0199'16.9 KM (10.5 MI) NORTH FROM LOMA.
 KM0199'16.9 KM (10.5 MI) NORTHERLY ALONG STATE HIGHWAY 139 FROM THE POST
 KM0199'OFFICE IN LOMA, 2.1 KM (1.3 MI) SOUTH OF THE MESA-GARFIELD COUNTY
 KM0199'LINE, 24.2 M (79.4 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 23.5
 KM0199'M (77.1 FT) NORTH OF THE CENTER OF A DIRT ROAD LEADING SOUTHWEST.
 KM0199'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KM0199'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 KM0199'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 KM0199
 KM0199                          STATION RECOVERY (2005)
 KM0199
 KM0199'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0199'WITNESS POST BROKEN AT BASE. IT WAS PROPPED UP BETWEEN TWO ROCKS,
 KM0199'PROBABLY WILL NOT STAY VERTICAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0896 ***********************************************************************
 JL0896  DESIGNATION -  E 417 RESET
 JL0896  PID         -  JL0896
 JL0896  STATE/COUNTY-  CO/OURAY
 JL0896  USGS QUAD   -  RIDGWAY (1982)
 JL0896
 JL0896                         *CURRENT SURVEY CONTROL
 JL0896  ___________________________________________________________________
 JL0896* NAD 83(1986)-  38 14 41.     (N)    107 45 19.     (W)     SCALED    
 JL0896* NAVD 88     -      2043.85   (meters)    6705.5    (feet)  RESET     
 JL0896  ___________________________________________________________________
 JL0896  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 JL0896
 JL0896  VERT ORDER  -  THIRD
 JL0896
 JL0896.The horizontal coordinates were scaled from a topographic map and have
 JL0896.an estimated accuracy of +/- 6 seconds.
 JL0896
 JL0896.The orthometric height was computed from unverified reset data.
 JL0896.No vertical observational check was made to the station.
 JL0896
 JL0896.The geoid height was determined by GEOID03.
 JL0896
 JL0896;                    North         East    Units  Estimated Accuracy
 JL0896;SPC CO S     -   482,330.      717,000.      MT  (+/- 180 meters Scaled)
 JL0896
 JL0896                          SUPERSEDED SURVEY CONTROL
 JL0896
 JL0896.No superseded survey control is available for this station.
 JL0896
 JL0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC588365(NAD 83)
 JL0896_MARKER: I = METAL ROD
 JL0896_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JL0896+WITH SETTING: INFORMATION.
 JL0896_SP_SET: METAL ROD DRIVEN INTO GROUND
 JL0896_STAMPING: E 417 RESET 1992
 JL0896_MARK LOGO: NGS   
 JL0896_MAGNETIC: I = MARKER IS A STEEL ROD
 JL0896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0896
 JL0896  HISTORY     - Date     Condition        Report By
 JL0896  HISTORY     - 1992     MONUMENTED       NGS
 JL0896
 JL0896                          STATION DESCRIPTION
 JL0896
 JL0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 JL0896'18.6 MI (29.93 KM) NORTHERLY ALONG U. S. HIGHWAY 550 FROM THE POST
 JL0896'OFFICE IN OURAY, OR 18.0 MI (28.97 KM) SOUTHERLY ALONG U. S.
 JL0896'HIGHWAY 550 FROM THE POST OFFICE IN MONTROSE,  A METAL ROD DRIVEN
 JL0896'2.1 METERS AND FLUSH WITH THE GROUND,  333.5 FT (101.65 M)
 JL0896'NORTHWEST OF THE CENTER OF A SIDE ROAD WEST LEADING TO A DAM, 290.5
 JL0896'FT (88.54 M) NORTHWEST OF TELEPHONE JUNCTION BOX NUMBER 31261, 129.8
 JL0896'FT (39.56 M) SOUTHEAST OF A TELEPHONE JUNCTION BOX NUMBER 44 2 SS,
 JL0896'73.0 FT (22.25 M) SOUTHWEST OF THE SOUTH BOUND CENTERLINE OF U. S.
 JL0896'HIGHWAY 550, 1.5 FT (0.46 M) EAST-SOUTHEAST OF A WITNESS POST AND 0.6
 JL0896'FT (0.18 M) NORTHEAST OF THE WESTERN RIGHT-OF-WAY FENCE.  IT IS 350
 JL0896'FT (106.68 M) WEST-NORTHWEST OF THE OLD BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0370 ***********************************************************************
 LK0370  DESIGNATION -  E 418
 LK0370  PID         -  LK0370
 LK0370  STATE/COUNTY-  CO/MORGAN
 LK0370  USGS QUAD   -  FORT MORGAN (1984)
 LK0370
 LK0370                         *CURRENT SURVEY CONTROL
 LK0370  ___________________________________________________________________
 LK0370* NAD 83(1986)-  40 15 56.     (N)    103 51 47.     (W)     SCALED    
 LK0370* NAVD 88     -      1327.020  (meters)    4353.73   (feet)  ADJUSTED  
 LK0370  ___________________________________________________________________
 LK0370  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 LK0370  DYNAMIC HT  -        1325.950 (meters)    4350.22  (feet)  COMP
 LK0370  MODELED GRAV-     979,773.1   (mgal)                       NAVD 88
 LK0370
 LK0370  VERT ORDER  -  FIRST     CLASS II
 LK0370
 LK0370.The horizontal coordinates were scaled from a topographic map and have
 LK0370.an estimated accuracy of +/- 6 seconds.
 LK0370
 LK0370.The orthometric height was determined by differential leveling
 LK0370.and adjusted by the National Geodetic Survey in June 1991..
 LK0370
 LK0370.The geoid height was determined by GEOID03.
 LK0370
 LK0370.The dynamic height is computed by dividing the NAVD 88
 LK0370.geopotential number by the normal gravity value computed on the
 LK0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0370.degrees latitude (g = 980.6199 gals.).
 LK0370
 LK0370.The modeled gravity was interpolated from observed gravity values.
 LK0370
 LK0370;                    North         East    Units  Estimated Accuracy
 LK0370;SPC CO N     -   409,590.    1,053,630.      MT  (+/- 180 meters Scaled)
 LK0370
 LK0370                          SUPERSEDED SURVEY CONTROL
 LK0370
 LK0370.No superseded survey control is available for this station.
 LK0370
 LK0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE966578(NAD 83)
 LK0370_MARKER: I = METAL ROD
 LK0370_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0370_SP_SET: STAINLESS STEEL ROD
 LK0370_STAMPING: E 418 1984
 LK0370_MARK LOGO: NGS   
 LK0370_PROJECTION: FLUSH
 LK0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0370_ROD/PIPE-DEPTH: 22.0 meters
 LK0370
 LK0370  HISTORY     - Date     Condition        Report By
 LK0370  HISTORY     - 1984     MONUMENTED       NGS
 LK0370
 LK0370                          STATION DESCRIPTION
 LK0370
 LK0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LK0370'5.3 KM (3.3 MI) WEST FROM FORT MORGAN.
 LK0370'5.3 KM (3.3 MI) WESTERLY ALONG INTERSTATE HIGHWAY 76 FROM ITS
 LK0370'JUNCTION WITH STATE HIGHWAY 52 IN FORT MORGAN, 0.2 KM (0.1 MI) WEST
 LK0370'OF MILEPOST 77, 32.3 M (106.0 FT) NORTH OF THE CENTERLINE OF THE WEST
 LK0370'BOUND LANES OF THE HIGHWAY, AND 9.8 M (32.2 FT) SOUTH OF UTILITY POLE
 LK0370'NUMBER 60-3.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 LK0370'LOGO CAP.
 LK0370'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 LK0370'THE MARK IS 1.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0407 ***********************************************************************
 LK0407  DESIGNATION -  E 419
 LK0407  PID         -  LK0407
 LK0407  STATE/COUNTY-  CO/LOGAN
 LK0407  USGS QUAD   -  STERLING SOUTH (1951)
 LK0407
 LK0407                         *CURRENT SURVEY CONTROL
 LK0407  ___________________________________________________________________
 LK0407* NAD 83(1986)-  40 36 12.     (N)    103 13 11.     (W)     SCALED    
 LK0407* NAVD 88     -      1204.544  (meters)    3951.91   (feet)  ADJUSTED  
 LK0407  ___________________________________________________________________
 LK0407  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 LK0407  DYNAMIC HT  -        1203.663 (meters)    3949.02  (feet)  COMP
 LK0407  MODELED GRAV-     979,851.6   (mgal)                       NAVD 88
 LK0407
 LK0407  VERT ORDER  -  FIRST     CLASS II
 LK0407
 LK0407.The horizontal coordinates were scaled from a topographic map and have
 LK0407.an estimated accuracy of +/- 6 seconds.
 LK0407
 LK0407.The orthometric height was determined by differential leveling
 LK0407.and adjusted by the National Geodetic Survey in June 1991..
 LK0407
 LK0407.The geoid height was determined by GEOID03.
 LK0407
 LK0407.The dynamic height is computed by dividing the NAVD 88
 LK0407.geopotential number by the normal gravity value computed on the
 LK0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0407.degrees latitude (g = 980.6199 gals.).
 LK0407
 LK0407.The modeled gravity was interpolated from observed gravity values.
 LK0407
 LK0407;                    North         East    Units  Estimated Accuracy
 LK0407;SPC CO N     -   448,290.    1,107,370.      MT  (+/- 180 meters Scaled)
 LK0407
 LK0407                          SUPERSEDED SURVEY CONTROL
 LK0407
 LK0407.No superseded survey control is available for this station.
 LK0407
 LK0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE506962(NAD 83)
 LK0407_MARKER: I = METAL ROD
 LK0407_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0407_SP_SET: STAINLESS STEEL ROD
 LK0407_STAMPING: E 419 1984
 LK0407_MARK LOGO: NGS   
 LK0407_PROJECTION: FLUSH
 LK0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0407_ROD/PIPE-DEPTH: 19.5 meters
 LK0407
 LK0407  HISTORY     - Date     Condition        Report By
 LK0407  HISTORY     - 1984     MONUMENTED       NGS
 LK0407
 LK0407                          STATION DESCRIPTION
 LK0407
 LK0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LK0407'IN STERLING.
 LK0407'IN STERLING, AT THE INTERSECTION OF THE UNION PACIFIC RAILROAD AND
 LK0407'CHAMBERS DRIVE, 39.1 M (128.3 FT) SOUTHEAST OF THE CENTERLINE OF THE
 LK0407'NORTHEAST BOUND LANES OF U.S. HIGHWAY 6, 14.3 M (46.9 FT) SOUTHEAST
 LK0407'OF THE NEAR RAIL, 13.4 M (44.0 FT) SOUTHWEST OF A UTILITY POLE, 12.0
 LK0407'M (39.4 FT) NORTHEAST OF THE CENTER OF THE DRIVE, AND 2.5 M (8.2 FT)
 LK0407'NORTHEAST OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD
 LK0407'THROUGH A 5-INCH LOGO CAP.
 LK0407'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 LK0407'THE MARK IS 1.3 M BELOW THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0096 ***********************************************************************
 HM0096  DESIGNATION -  E 42
 HM0096  PID         -  HM0096
 HM0096  STATE/COUNTY-  CO/MONTEZUMA
 HM0096  USGS QUAD   -  MUD CREEK (1979)
 HM0096
 HM0096                         *CURRENT SURVEY CONTROL
 HM0096  ___________________________________________________________________
 HM0096* NAD 83(1986)-  37 19 39.     (N)    108 43 05.     (W)     SCALED    
 HM0096* NAVD 88     -      1731.265  (meters)    5679.99   (feet)  POSTED    
 HM0096  ___________________________________________________________________
 HM0096  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 HM0096  DYNAMIC HT  -        1729.200 (meters)    5673.22  (feet)  COMP
 HM0096  MODELED GRAV-     979,376.1   (mgal)                       NAVD 88
 HM0096
 HM0096  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HM0096
 HM0096.The horizontal coordinates were scaled from a topographic map and have
 HM0096.an estimated accuracy of +/- 6 seconds.
 HM0096
 HM0096.The orthometric height was determined by differential leveling
 HM0096.and adjusted by the National Geodetic Survey in 1992..
 HM0096.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HM0096.rate of 0.0 thru 1.0 mm/km.
 HM0096
 HM0096.The geoid height was determined by GEOID03.
 HM0096
 HM0096.The dynamic height is computed by dividing the NAVD 88
 HM0096.geopotential number by the normal gravity value computed on the
 HM0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0096.degrees latitude (g = 980.6199 gals.).
 HM0096
 HM0096.The modeled gravity was interpolated from observed gravity values.
 HM0096
 HM0096;                    North         East    Units  Estimated Accuracy
 HM0096;SPC CO S     -   383,060.      629,250.      MT  (+/- 180 meters Scaled)
 HM0096
 HM0096                          SUPERSEDED SURVEY CONTROL
 HM0096
 HM0096  NGVD 29 (??/??/92) 1730.211  (m)         5676.53   (f) ADJ UNCH    1 2
 HM0096
 HM0096.Superseded values are not recommended for survey control.
 HM0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0096.See file dsdata.txt to determine how the superseded data were derived.
 HM0096
 HM0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG021336(NAD 83)
 HM0096_MARKER: DB = BENCH MARK DISK
 HM0096_SETTING: 0 = UNSPECIFIED SETTING
 HM0096_STAMPING: E 42 1934
 HM0096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0096
 HM0096  HISTORY     - Date     Condition        Report By
 HM0096  HISTORY     - 1934     MONUMENTED       CGS
 HM0096  HISTORY     - 1975     GOOD             USGS
 HM0096  HISTORY     - 1984     MARK NOT FOUND   NGS
 HM0096
 HM0096                          STATION DESCRIPTION
 HM0096
 HM0096'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 HM0096'9.4 MI SW FROM CORTEZ.
 HM0096'CORTEZ, 3.0 MILES SW ON US 666, THEN 6.4 MILES WEST ON STATE ROAD 32
 HM0096'DOWN MCELMO CANYON, 400 FT. WEST OF A DRIVEWAY SOUTH, 100 FT. SOUTH OF
 HM0096'THE CENTER-LINE OF THE NEW ROAD, 12 FT. SOUTH OF AN IRRIGATION DITCH,
 HM0096'128 FT. NW OF THE NW CORNER OF THE OLD SANDSTONE BUILDING MENTIONED IN
 HM0096'THE 1934 DESCRIPTION.
 HM0096
 HM0096                          STATION RECOVERY (1984)
 HM0096
 HM0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HM0096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0412 ***********************************************************************
 LN0412  DESIGNATION -  E 420
 LN0412  PID         -  LN0412
 LN0412  STATE/COUNTY-  CO/RIO BLANCO
 LN0412  USGS QUAD   -  RANGELY (1972)
 LN0412
 LN0412                         *CURRENT SURVEY CONTROL
 LN0412  ___________________________________________________________________
 LN0412* NAD 83(1986)-  40 05 18.     (N)    108 47 37.     (W)     SCALED    
 LN0412* NAVD 88     -      1590.154  (meters)    5217.03   (feet)  ADJUSTED  
 LN0412  ___________________________________________________________________
 LN0412  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 LN0412  DYNAMIC HT  -        1588.692 (meters)    5212.23  (feet)  COMP
 LN0412  MODELED GRAV-     979,650.7   (mgal)                       NAVD 88
 LN0412
 LN0412  VERT ORDER  -  FIRST     CLASS II
 LN0412
 LN0412.The horizontal coordinates were scaled from a topographic map and have
 LN0412.an estimated accuracy of +/- 6 seconds.
 LN0412
 LN0412.The orthometric height was determined by differential leveling
 LN0412.and adjusted by the National Geodetic Survey in June 1991..
 LN0412
 LN0412.The geoid height was determined by GEOID03.
 LN0412
 LN0412.The dynamic height is computed by dividing the NAVD 88
 LN0412.geopotential number by the normal gravity value computed on the
 LN0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0412.degrees latitude (g = 980.6199 gals.).
 LN0412
 LN0412.The modeled gravity was interpolated from observed gravity values.
 LN0412
 LN0412;                    North         East    Units  Estimated Accuracy
 LN0412;SPC CO N     -   393,840.      633,590.      MT  (+/- 180 meters Scaled)
 LN0412
 LN0412                          SUPERSEDED SURVEY CONTROL
 LN0412
 LN0412.No superseded survey control is available for this station.
 LN0412
 LN0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK881398(NAD 83)
 LN0412_MARKER: I = METAL ROD
 LN0412_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LN0412_SP_SET: STAINLESS STEEL ROD
 LN0412_STAMPING: E 420 1984
 LN0412_MARK LOGO: NGS   
 LN0412_PROJECTION: FLUSH
 LN0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0412_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LN0412+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 LN0412_ROD/PIPE-DEPTH: 12.2 meters
 LN0412
 LN0412  HISTORY     - Date     Condition        Report By
 LN0412  HISTORY     - 1984     MONUMENTED       NGS
 LN0412  HISTORY     - 20060523 GOOD             GEOCAC
 LN0412
 LN0412                          STATION DESCRIPTION
 LN0412
 LN0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0412'IN RANGELY.
 LN0412'IN RANGELY, AT THE JUNCTION OF NICHOLS AND EAST RIO BLANCO AVENUES,
 LN0412'19.6 M (64.3 FT) SOUTH OF THE CENTER OF EAST RIO BLANCO AVENUE, 18.4 M
 LN0412'(60.4 FT) WEST OF THE CENTER OF NICHOLS AVENUE, AND 1.5 M (4.9 FT)
 LN0412'EAST OF THE NORTHEAST CORNER OF THE RANGELY FIRE DEPARTMENT BUILDING.
 LN0412'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LN0412'THE MARK IS 0.6 M ABOVE THE AVENUE.
 LN0412
 LN0412                          STATION RECOVERY (2006)
 LN0412
 LN0412'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LN0412'HANDHELD COORDINATES ARE N40-05-18.12 W108-47-37.08.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0592 ***********************************************************************
 JL0592  DESIGNATION -  E 421
 JL0592  PID         -  JL0592
 JL0592  STATE/COUNTY-  CO/CHAFFEE
 JL0592  USGS QUAD   -  PONCHA PASS (1994)
 JL0592
 JL0592                         *CURRENT SURVEY CONTROL
 JL0592  ___________________________________________________________________
 JL0592* NAD 83(1986)-  38 28 42.     (N)    106 05 19.     (W)     SCALED    
 JL0592* NAVD 88     -      2452.971  (meters)    8047.79   (feet)  ADJUSTED  
 JL0592  ___________________________________________________________________
 JL0592  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 JL0592  DYNAMIC HT  -        2449.801 (meters)    8037.39  (feet)  COMP
 JL0592  MODELED GRAV-     979,248.6   (mgal)                       NAVD 88
 JL0592
 JL0592  VERT ORDER  -  FIRST     CLASS II
 JL0592
 JL0592.The horizontal coordinates were scaled from a topographic map and have
 JL0592.an estimated accuracy of +/- 6 seconds.
 JL0592
 JL0592.The orthometric height was determined by differential leveling
 JL0592.and adjusted by the National Geodetic Survey in June 1991..
 JL0592
 JL0592.The geoid height was determined by GEOID03.
 JL0592
 JL0592.The dynamic height is computed by dividing the NAVD 88
 JL0592.geopotential number by the normal gravity value computed on the
 JL0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0592.degrees latitude (g = 980.6199 gals.).
 JL0592
 JL0592.The modeled gravity was interpolated from observed gravity values.
 JL0592
 JL0592;                    North         East    Units  Estimated Accuracy
 JL0592;SPC CO C     -   376,570.      863,040.      MT  (+/- 180 meters Scaled)
 JL0592
 JL0592                          SUPERSEDED SURVEY CONTROL
 JL0592
 JL0592.No superseded survey control is available for this station.
 JL0592
 JL0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC050594(NAD 83)
 JL0592_MARKER: DB = BENCH MARK DISK
 JL0592_SETTING: 66 = SET IN ROCK OUTCROP
 JL0592_SP_SET: ROCK OUTCROP
 JL0592_STAMPING: E 421 1984
 JL0592_MARK LOGO: NGS   
 JL0592_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0592+STABILITY: POSITION/ELEVATION WELL
 JL0592
 JL0592  HISTORY     - Date     Condition        Report By
 JL0592  HISTORY     - 1984     MONUMENTED       NGS
 JL0592
 JL0592                          STATION DESCRIPTION
 JL0592
 JL0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0592'5.2 KM (3.25 MI) SOUTH FROM PONCHA SPRINGS.
 JL0592'5.2 KM (3.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM ITS NORTH
 JL0592'JUNCTION WITH U.S. HIGHWAY 50 IN PONCHA SPRINGS, IN THE NORTH END OF A
 JL0592'LARGE EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 12.5 M (41.0 FT) WEST
 JL0592'OF THE CENTERLINE OF THE HIGHWAY, AND 5.0 M (16.4 FT) NORTH OF THE
 JL0592'SOUTH END OF THE CUT.
 JL0592'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JL0592'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0565 ***********************************************************************
 JL0565  DESIGNATION -  E 422
 JL0565  PID         -  JL0565
 JL0565  STATE/COUNTY-  CO/GUNNISON
 JL0565  USGS QUAD   -  PAHLONE PEAK (1967)
 JL0565
 JL0565                         *CURRENT SURVEY CONTROL
 JL0565  ___________________________________________________________________
 JL0565* NAD 83(1986)-  38 29 07.     (N)    106 19 55.     (W)     SCALED    
 JL0565* NAVD 88     -      3343.957  (meters)   10970.97   (feet)  ADJUSTED  
 JL0565  ___________________________________________________________________
 JL0565  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 JL0565  DYNAMIC HT  -        3339.159 (meters)   10955.22  (feet)  COMP
 JL0565  MODELED GRAV-     979,071.1   (mgal)                       NAVD 88
 JL0565
 JL0565  VERT ORDER  -  FIRST     CLASS II
 JL0565
 JL0565.The horizontal coordinates were scaled from a topographic map and have
 JL0565.an estimated accuracy of +/- 6 seconds.
 JL0565
 JL0565.The orthometric height was determined by differential leveling
 JL0565.and adjusted by the National Geodetic Survey in June 1991..
 JL0565
 JL0565.The geoid height was determined by GEOID03.
 JL0565
 JL0565.The dynamic height is computed by dividing the NAVD 88
 JL0565.geopotential number by the normal gravity value computed on the
 JL0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0565.degrees latitude (g = 980.6199 gals.).
 JL0565
 JL0565.The modeled gravity was interpolated from observed gravity values.
 JL0565
 JL0565;                    North         East    Units  Estimated Accuracy
 JL0565;SPC CO C     -   377,500.      841,820.      MT  (+/- 180 meters Scaled)
 JL0565
 JL0565                          SUPERSEDED SURVEY CONTROL
 JL0565
 JL0565.No superseded survey control is available for this station.
 JL0565
 JL0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC838605(NAD 83)
 JL0565_MARKER: DB = BENCH MARK DISK
 JL0565_SETTING: 66 = SET IN ROCK OUTCROP
 JL0565_SP_SET: ROCK OUTCROP
 JL0565_STAMPING: E 422 1984
 JL0565_MARK LOGO: NGS   
 JL0565_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0565+STABILITY: POSITION/ELEVATION WELL
 JL0565
 JL0565  HISTORY     - Date     Condition        Report By
 JL0565  HISTORY     - 1984     MONUMENTED       NGS
 JL0565
 JL0565                          STATION DESCRIPTION
 JL0565
 JL0565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0565'30.0 KM (18.65 MI) WEST FROM PONCHA SPRINGS.
 JL0565'30.0 KM (18.65 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS NORTH
 JL0565'JUNCTION WITH U.S. HIGHWAY 285 IN PONCHA SPRINGS, ON A SMALL LEDGE IN
 JL0565'A LARGE EXPOSED AREA OF VERTICAL BEDROCK IN A HIGHWAY CUT, 1.7 KM
 JL0565'(1.05 MI) SOUTH OF THE MONARCH PASS SUMMIT, 22.3 M (73.2 FT) SOUTHWEST
 JL0565'OF THE NORTHEAST END OF THE CUT, AND 6.4 M (21.0 FT) NORTHWEST OF THE
 JL0565'CENTERLINE OF THE HIGHWAY.
 JL0565'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 JL0565'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0540 ***********************************************************************
 JL0540  DESIGNATION -  E 423
 JL0540  PID         -  JL0540
 JL0540  STATE/COUNTY-  CO/GUNNISON
 JL0540  USGS QUAD   -  HOUSTON GULCH (1962)
 JL0540
 JL0540                         *CURRENT SURVEY CONTROL
 JL0540  ___________________________________________________________________
 JL0540* NAD 83(1986)-  38 27 56.     (N)    106 38 18.     (W)     SCALED    
 JL0540* NAVD 88     -      2444.224  (meters)    8019.09   (feet)  ADJUSTED  
 JL0540  ___________________________________________________________________
 JL0540  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 JL0540  DYNAMIC HT  -        2441.126 (meters)    8008.93  (feet)  COMP
 JL0540  MODELED GRAV-     979,273.3   (mgal)                       NAVD 88
 JL0540
 JL0540  VERT ORDER  -  FIRST     CLASS II
 JL0540
 JL0540.The horizontal coordinates were scaled from a topographic map and have
 JL0540.an estimated accuracy of +/- 6 seconds.
 JL0540
 JL0540.The orthometric height was determined by differential leveling
 JL0540.and adjusted by the National Geodetic Survey in June 1991..
 JL0540
 JL0540.The geoid height was determined by GEOID03.
 JL0540
 JL0540.The dynamic height is computed by dividing the NAVD 88
 JL0540.geopotential number by the normal gravity value computed on the
 JL0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0540.degrees latitude (g = 980.6199 gals.).
 JL0540
 JL0540.The modeled gravity was interpolated from observed gravity values.
 JL0540
 JL0540;                    North         East    Units  Estimated Accuracy
 JL0540;SPC CO C     -   375,610.      815,060.      MT  (+/- 180 meters Scaled)
 JL0540
 JL0540                          SUPERSEDED SURVEY CONTROL
 JL0540
 JL0540.No superseded survey control is available for this station.
 JL0540
 JL0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC570587(NAD 83)
 JL0540_MARKER: DB = BENCH MARK DISK
 JL0540_SETTING: 66 = SET IN ROCK OUTCROP
 JL0540_SP_SET: ROCK OUTCROP
 JL0540_STAMPING: E 423 1984
 JL0540_MARK LOGO: NGS   
 JL0540_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0540+STABILITY: POSITION/ELEVATION WELL
 JL0540
 JL0540  HISTORY     - Date     Condition        Report By
 JL0540  HISTORY     - 1984     MONUMENTED       NGS
 JL0540
 JL0540                          STATION DESCRIPTION
 JL0540
 JL0540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0540'27.6 KM (17.15 MI) EAST FROM GUNNISON.
 JL0540'27.6 KM (17.15 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JL0540'WITH STATE HIGHWAY 135 IN GUNNISON, IN THE WEST END OF A LARGE OVEL
 JL0540'MOUND OF OUTCROPPING BEDROCK, 3.1 KM (1.95 MI) WEST OF THE
 JL0540'INTERSECTION OF COUNTY ROAD 45, 52.0 M (170.6 FT) SOUTHEAST OF THE
 JL0540'CENTER OF A DRIVEWAY LEADING NORTH TO A STUCCO HOUSE, 11.1 M (36.4 FT)
 JL0540'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 3.0 M (9.8 FT)
 JL0540'NORTHEAST OF THE SOUTH EDGE OF THE OUTCROP.
 JL0540'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 JL0540'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0518 ***********************************************************************
 JL0518  DESIGNATION -  E 424
 JL0518  PID         -  JL0518
 JL0518  STATE/COUNTY-  CO/GUNNISON
 JL0518  USGS QUAD   -  BIG MESA (1982)
 JL0518
 JL0518                         *CURRENT SURVEY CONTROL
 JL0518  ___________________________________________________________________
 JL0518* NAD 83(1986)-  38 29 19.     (N)    107 04 33.     (W)     SCALED    
 JL0518* NAVD 88     -      2301.868  (meters)    7552.05   (feet)  ADJUSTED  
 JL0518  ___________________________________________________________________
 JL0518  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 JL0518  DYNAMIC HT  -        2299.085 (meters)    7542.91  (feet)  COMP
 JL0518  MODELED GRAV-     979,336.8   (mgal)                       NAVD 88
 JL0518
 JL0518  VERT ORDER  -  FIRST     CLASS II
 JL0518
 JL0518.The horizontal coordinates were scaled from a topographic map and have
 JL0518.an estimated accuracy of +/- 6 seconds.
 JL0518
 JL0518.The orthometric height was determined by differential leveling
 JL0518.and adjusted by the National Geodetic Survey in June 1991..
 JL0518
 JL0518.The geoid height was determined by GEOID03.
 JL0518
 JL0518.The dynamic height is computed by dividing the NAVD 88
 JL0518.geopotential number by the normal gravity value computed on the
 JL0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0518.degrees latitude (g = 980.6199 gals.).
 JL0518
 JL0518.The modeled gravity was interpolated from observed gravity values.
 JL0518
 JL0518;                    North         East    Units  Estimated Accuracy
 JL0518;SPC CO C     -   378,730.      776,920.      MT  (+/- 180 meters Scaled)
 JL0518
 JL0518                          SUPERSEDED SURVEY CONTROL
 JL0518
 JL0518.No superseded survey control is available for this station.
 JL0518
 JL0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC189620(NAD 83)
 JL0518_MARKER: DB = BENCH MARK DISK
 JL0518_SETTING: 66 = SET IN ROCK OUTCROP
 JL0518_SP_SET: ROCK OUTCROP
 JL0518_STAMPING: E 424 1984
 JL0518_MARK LOGO: NGS   
 JL0518_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0518+STABILITY: POSITION/ELEVATION WELL
 JL0518
 JL0518  HISTORY     - Date     Condition        Report By
 JL0518  HISTORY     - 1984     MONUMENTED       NGS
 JL0518
 JL0518                          STATION DESCRIPTION
 JL0518
 JL0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0518'16.5 KM (10.25 MI) WEST FROM GUNNISON.
 JL0518'16.5 KM (10.25 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JL0518'WITH STATE HIGHWAY 135 IN GUNNISON, IN A 3 BY 10 FOOT EXPOSED AREA OF
 JL0518'BEDROCK IN A HIGHWAY CUT, 1.6 KM (1.0 MI) WEST OF THE INTERSECTION OF
 JL0518'STATE HIGHWAY 149, 113.0 M (370.7 FT) EAST OF MILEPOST 147, 14.1 M
 JL0518'(46.3 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 0.9 M (3.0 FT) EAST
 JL0518'OF THE WEST END OF THE BEDROCK, AND 0.3 M (1.0 FT) SOUTH OF THE NORTH
 JL0518'END OF THE BEDROCK.
 JL0518'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 JL0518'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0493 ***********************************************************************
 JL0493  DESIGNATION -  E 425
 JL0493  PID         -  JL0493
 JL0493  STATE/COUNTY-  CO/GUNNISON
 JL0493  USGS QUAD   -  CURECANTI NEEDLE (1982)
 JL0493
 JL0493                         *CURRENT SURVEY CONTROL
 JL0493  ___________________________________________________________________
 JL0493* NAD 83(1986)-  38 24 31.     (N)    107 24 23.     (W)     SCALED    
 JL0493* NAVD 88     -      2495.920  (meters)    8188.70   (feet)  ADJUSTED  
 JL0493  ___________________________________________________________________
 JL0493  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 JL0493  DYNAMIC HT  -        2492.774 (meters)    8178.38  (feet)  COMP
 JL0493  MODELED GRAV-     979,278.3   (mgal)                       NAVD 88
 JL0493
 JL0493  VERT ORDER  -  FIRST     CLASS II
 JL0493
 JL0493.The horizontal coordinates were scaled from a topographic map and have
 JL0493.an estimated accuracy of +/- 6 seconds.
 JL0493
 JL0493.The orthometric height was determined by differential leveling
 JL0493.and adjusted by the National Geodetic Survey in June 1991..
 JL0493
 JL0493.The geoid height was determined by GEOID03.
 JL0493
 JL0493.The dynamic height is computed by dividing the NAVD 88
 JL0493.geopotential number by the normal gravity value computed on the
 JL0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0493.degrees latitude (g = 980.6199 gals.).
 JL0493
 JL0493.The modeled gravity was interpolated from observed gravity values.
 JL0493
 JL0493;                    North         East    Units  Estimated Accuracy
 JL0493;SPC CO C     -   370,410.      747,900.      MT  (+/- 180 meters Scaled)
 JL0493
 JL0493                          SUPERSEDED SURVEY CONTROL
 JL0493
 JL0493.No superseded survey control is available for this station.
 JL0493
 JL0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC898538(NAD 83)
 JL0493_MARKER: DB = BENCH MARK DISK
 JL0493_SETTING: 66 = SET IN ROCK OUTCROP
 JL0493_SP_SET: ROCK OUTCROP
 JL0493_STAMPING: E 425 1984
 JL0493_MARK LOGO: NGS   
 JL0493_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0493+STABILITY: POSITION/ELEVATION WELL
 JL0493
 JL0493  HISTORY     - Date     Condition        Report By
 JL0493  HISTORY     - 1984     MONUMENTED       NGS
 JL0493
 JL0493                          STATION DESCRIPTION
 JL0493
 JL0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0493'50.2 KM (31.2 MI) EAST FROM MONTROSE.
 JL0493'50.2 KM (31.2 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JL0493'WITH U.S. HIGHWAY 550 IN MONTROSE, IN AN EXPOSED AREA OF BEDROCK AT
 JL0493'THE SOUTH END OF A HIGHWAY CUT, 8.5 KM (5.3 MI) WEST OF THE BLUE MESA
 JL0493'POINT POST OFFICE, 0.6 KM (0.35 MI) NORTH OF THE HIGHWAY BRIDGE OVER
 JL0493'BLUE CREEK, 7.0 M (23.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 JL0493'5.5 M (18.0 FT) NORTHEAST OF THE EAST END OF A PIPE CULVERT.
 JL0493'THE MARK IS 0.8 METERS  S FROM  A WITNESS POST
 JL0493'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0468 ***********************************************************************
 JL0468  DESIGNATION -  E 426
 JL0468  PID         -  JL0468
 JL0468  STATE/COUNTY-  CO/MONTROSE
 JL0468  USGS QUAD   -  MONTROSE EAST (1982)
 JL0468
 JL0468                         *CURRENT SURVEY CONTROL
 JL0468  ___________________________________________________________________
 JL0468* NAD 83(1986)-  38 29 17.     (N)    107 45 39.     (W)     SCALED    
 JL0468* NAVD 88     -      1956.703  (meters)    6419.62   (feet)  ADJUSTED  
 JL0468  ___________________________________________________________________
 JL0468  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 JL0468  DYNAMIC HT  -        1954.472 (meters)    6412.30  (feet)  COMP
 JL0468  MODELED GRAV-     979,418.6   (mgal)                       NAVD 88
 JL0468
 JL0468  VERT ORDER  -  FIRST     CLASS II
 JL0468
 JL0468.The horizontal coordinates were scaled from a topographic map and have
 JL0468.an estimated accuracy of +/- 6 seconds.
 JL0468
 JL0468.The orthometric height was determined by differential leveling
 JL0468.and adjusted by the National Geodetic Survey in June 1991..
 JL0468
 JL0468.The geoid height was determined by GEOID03.
 JL0468
 JL0468.The dynamic height is computed by dividing the NAVD 88
 JL0468.geopotential number by the normal gravity value computed on the
 JL0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0468.degrees latitude (g = 980.6199 gals.).
 JL0468
 JL0468.The modeled gravity was interpolated from observed gravity values.
 JL0468
 JL0468;                    North         East    Units  Estimated Accuracy
 JL0468;SPC CO S     -   509,340.      717,170.      MT  (+/- 180 meters Scaled)
 JL0468
 JL0468                          SUPERSEDED SURVEY CONTROL
 JL0468
 JL0468.No superseded survey control is available for this station.
 JL0468
 JL0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC592635(NAD 83)
 JL0468_MARKER: I = METAL ROD
 JL0468_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JL0468+WITH SETTING: INFORMATION.
 JL0468_SP_SET: SHALLOW-SET METAL ROD
 JL0468_STAMPING: E 426 1984
 JL0468_MARK LOGO: NGS   
 JL0468_PROJECTION: FLUSH
 JL0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0468+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2004
 JL0468_ROD/PIPE-DEPTH: 1.2  meters
 JL0468
 JL0468  HISTORY     - Date     Condition        Report By
 JL0468  HISTORY     - 1984     MONUMENTED       NGS
 JL0468  HISTORY     - 20040919 GOOD             USPSQD
 JL0468
 JL0468                          STATION DESCRIPTION
 JL0468
 JL0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0468'10.6 KM (6.6 MI) EAST FROM MONTROSE.
 JL0468'10.6 KM (6.6 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH
 JL0468'U.S. HIGHWAY 550 IN MONTROSE, 1.8 KM (1.1 MI) WEST OF THE INTERSECTION
 JL0468'OF STATE HIGHWAY 347 LEADING NORTH TO THE BLACK CANYON OF THE GUNNISON
 JL0468'NATIONAL MONUMENT, 20.1 M (65.9 FT) SOUTH OF THE CENTERLINE OF THE
 JL0468'HIGHWAY, 8.5 M (27.9 FT) EAST OF THE CENTER OF A DRIVEWAY LEADING
 JL0468'SOUTH, 5.9 M (19.4 FT) SOUTH-SOUTHWEST OF THE SOUTH LEG OF A SIGN
 JL0468'(BLACK CANYON NATIONAL MONUMENT), AND 0.3 M (1.0 FT) NORTH OF A FENCE.
 JL0468'NOTE=REFUSAL WAS REACHED AT 4.0 FT.  ACCESS TO THE DATUM POINT IS
 JL0468'THROUGH A 5-INCH LOGO CAP.
 JL0468'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JL0468'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 JL0468
 JL0468                          STATION RECOVERY (2004)
 JL0468
 JL0468'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 JL0468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0190 ***********************************************************************
 KM0190  DESIGNATION -  E 427
 KM0190  PID         -  KM0190
 KM0190  STATE/COUNTY-  CO/GARFIELD
 KM0190  USGS QUAD   -  GARVEY CANYON (1968)
 KM0190
 KM0190                         *CURRENT SURVEY CONTROL
 KM0190  ___________________________________________________________________
 KM0190* NAD 83(1992)-  39 29 39.52156(N)    108 44 57.06712(W)     ADJUSTED  
 KM0190* NAVD 88     -      1762.975  (meters)    5784.03   (feet)  ADJUSTED  
 KM0190  ___________________________________________________________________
 KM0190  X           -  -1,584,615.900 (meters)                     COMP
 KM0190  Y           -  -4,668,345.989 (meters)                     COMP
 KM0190  Z           -   4,035,927.127 (meters)                     COMP
 KM0190  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 KM0190  ELLIP HEIGHT-        1746.78  (meters)          (12/03/02) GPS OBS
 KM0190  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 KM0190  DYNAMIC HT  -        1761.224 (meters)    5778.28  (feet)  COMP
 KM0190  MODELED GRAV-     979,571.3   (mgal)                       NAVD 88
 KM0190
 KM0190  HORZ ORDER  -  FIRST
 KM0190  VERT ORDER  -  FIRST     CLASS II
 KM0190  ELLP ORDER  -  FOURTH    CLASS II
 KM0190
 KM0190.The horizontal coordinates were established by GPS observations
 KM0190.and adjusted by the CO DEPT OF TRANSP in October 2002..
 KM0190
 KM0190.The orthometric height was determined by differential leveling
 KM0190.and adjusted by the National Geodetic Survey in June 1991..
 KM0190
 KM0190.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KM0190
 KM0190.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0190
 KM0190.The ellipsoidal height was determined by GPS observations
 KM0190.and is referenced to NAD 83.
 KM0190
 KM0190.The geoid height was determined by GEOID03.
 KM0190
 KM0190.The dynamic height is computed by dividing the NAVD 88
 KM0190.geopotential number by the normal gravity value computed on the
 KM0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0190.degrees latitude (g = 980.6199 gals.).
 KM0190
 KM0190.The modeled gravity was interpolated from observed gravity values.
 KM0190
 KM0190;                    North         East     Units Scale Factor Converg.
 KM0190;SPC CO C     -   494,181.665   634,976.436   MT  0.99995942   -2 02 57.2
 KM0190;SPC CO C     - 1,621,327.68  2,083,251.86   sFT  0.99995942   -2 02 57.2
 KM0190;UTM  12      - 4,374,051.765   693,548.219   MT  1.00006124   +1 25 55.1
 KM0190
 KM0190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0190!SPC CO C     -   0.99972603  x   0.99995942  =   0.99968546
 KM0190!UTM  12      -   0.99972603  x   1.00006124  =   0.99978725
 KM0190
 KM0190                          SUPERSEDED SURVEY CONTROL
 KM0190
 KM0190  ELLIP H (10/09/02) 1746.80   (m)                       GP(       ) 4 1
 KM0190  NAVD 88 (10/09/02) 1762.97   (m)         5784.0    (f) LEVELING    3  
 KM0190
 KM0190.Superseded values are not recommended for survey control.
 KM0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0190.See file dsdata.txt to determine how the superseded data were derived.
 KM0190
 KM0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ9354874052(NAD 83)
 KM0190_MARKER: I = METAL ROD
 KM0190_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KM0190_SP_SET: STAINLESS STEEL ROD
 KM0190_STAMPING: E 427 1984
 KM0190_MARK LOGO: NGS   
 KM0190_PROJECTION: FLUSH
 KM0190_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0190+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2001
 KM0190_ROD/PIPE-DEPTH: 20.8 meters
 KM0190
 KM0190  HISTORY     - Date     Condition        Report By
 KM0190  HISTORY     - 1984     MONUMENTED       NGS
 KM0190  HISTORY     - 20011103 GOOD             NGS
 KM0190
 KM0190                          STATION DESCRIPTION
 KM0190
 KM0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0190'36.0 KM (22.35 MI) NORT FROM LOMA.
 KM0190'36.0 KM (22.35 MI) NORTHERLY ALONG STATE HIGHWAY 139 FROM THE POST
 KM0190'OFFICE IN LOMA, 0.2 KM (0.1 MI) NORTHEAST OF THE INTERSECTION OF A
 KM0190'DIRT ROAD LEADING NORTHWEST, 25.6 M (84.0 FT) SOUTHWEST OF THE
 KM0190'SOUTHWEST CORNER OF A CATTLE GUARD, 22.3 M (73.2 FT) WEST OF THE
 KM0190'CENTERLINE OF THE HIGHWAY, 21.5 M (70.5 FT) SOUTH OF A FENCE CORNER,
 KM0190'AND 0.9 M (3.0 FT) NORTH OF A FENCE CORNER. NOTE--ACCESS TO DATUM
 KM0190'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KM0190'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 KM0190'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 KM0190
 KM0190                          STATION RECOVERY (2001)
 KM0190
 KM0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 KM0190'THE STATION IS LOCATED 7.7 MI SOUTH-SOUTHEAST OF DOUGLAS PASS, 20.5 MI
 KM0190'NORTH OF LOMA AND
 KM0190'8.6 MI NORTH OF THE MESA-GARFIELD COUNTY LINE, IN THE SOUTHEAST 1/4 OF
 KM0190'SECTION 34, T 6 S, R
 KM0190'102 W, AT STATE HIGHWAY MILEPOST 23.95. OWNERSHIP--U. S. BUREAU OF
 KM0190'LAND MANAGEMENT.
 KM0190' 
 KM0190'TO REACH THE STATION FROM THE POST OFFICE AT LOMA, GO NORTH ON STATE
 KM0190'HIGHWAY 139 FOR
 KM0190'22.35 MI TO THE STATION ON THE LEFT, 0.1 MI NORTHEAST FROM THE
 KM0190'INTERSECTION OF A DIRT
 KM0190'ROAD LEADING NORTHWEST.
 KM0190' 
 KM0190'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 20.8 M LONG STAINLESS STEEL
 KM0190'ROD DRIVEN TO
 KM0190'REFUSAL, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A
 KM0190'CONCRETE COLLAR,
 KM0190'FLUSH WITH THE GROUND. IT IS 25.6 M SOUTHWEST FROM THE SOUTHWEST
 KM0190'CORNER OF A CATTLE
 KM0190'GUARD, 22.3 M SOUTHWEST FROM THE CENTER LINE OF THE HIGHWAY, 21.5 M
 KM0190'SOUTHEAST FROM A
 KM0190'FENCE CORNER, 20.9 M SOUTH-SOUTHEAST FROM A GAS PIPELINE WARNING SIGN,
 KM0190'13.6 M
 KM0190'SOUTH-SOUTHWEST FROM A 60 MPH CURVE SIGN, 7.2 M SOUTHWEST FROM THE
 KM0190'RIGHT-OF-WAY
 KM0190'FENCE, 0.9 M NORTH FROM A FENCE CORNER, 0.3 M EAST FROM A WITNESS POST
 KM0190'AND FENCE LINE
 KM0190'AND ABOUT 0.3 M ABOVE THE HIGHWAY.
 KM0190'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0212 ***********************************************************************
 KM0212  DESIGNATION -  E 428
 KM0212  PID         -  KM0212
 KM0212  STATE/COUNTY-  CO/MESA
 KM0212  USGS QUAD   -  CLIFTON (1973)
 KM0212
 KM0212                         *CURRENT SURVEY CONTROL
 KM0212  ___________________________________________________________________
 KM0212* NAD 83(1986)-  39 00 06.     (N)    108 27 33.     (W)     SCALED    
 KM0212* NAVD 88     -      1441.196  (meters)    4728.32   (feet)  ADJUSTED  
 KM0212  ___________________________________________________________________
 KM0212  GEOID HEIGHT-         -16.72  (meters)                     GEOID03
 KM0212  DYNAMIC HT  -        1439.799 (meters)    4723.74  (feet)  COMP
 KM0212  MODELED GRAV-     979,608.7   (mgal)                       NAVD 88
 KM0212
 KM0212  VERT ORDER  -  FIRST     CLASS II
 KM0212
 KM0212.The horizontal coordinates were scaled from a topographic map and have
 KM0212.an estimated accuracy of +/- 6 seconds.
 KM0212
 KM0212.The orthometric height was determined by differential leveling
 KM0212.and adjusted by the National Geodetic Survey in June 1991..
 KM0212
 KM0212.The geoid height was determined by GEOID03.
 KM0212
 KM0212.The dynamic height is computed by dividing the NAVD 88
 KM0212.geopotential number by the normal gravity value computed on the
 KM0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0212.degrees latitude (g = 980.6199 gals.).
 KM0212
 KM0212.The modeled gravity was interpolated from observed gravity values.
 KM0212
 KM0212;                    North         East    Units  Estimated Accuracy
 KM0212;SPC CO C     -   438,670.      658,130.      MT  (+/- 180 meters Scaled)
 KM0212
 KM0212                          SUPERSEDED SURVEY CONTROL
 KM0212
 KM0212.No superseded survey control is available for this station.
 KM0212
 KM0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ200200(NAD 83)
 KM0212_MARKER: I = METAL ROD
 KM0212_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KM0212_SP_SET: STAINLESS STEEL ROD
 KM0212_STAMPING: E 428 1984
 KM0212_MARK LOGO: NGS   
 KM0212_PROJECTION: FLUSH
 KM0212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0212_ROD/PIPE-DEPTH: 12.2 meters
 KM0212
 KM0212  HISTORY     - Date     Condition        Report By
 KM0212  HISTORY     - 1984     MONUMENTED       NGS
 KM0212
 KM0212                          STATION DESCRIPTION
 KM0212
 KM0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0212'14.7 KM (9.15 MI) SE FROM GRAND JUNCTION.
 KM0212'14.7 KM (9.15 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 50 FROM ITS
 KM0212'JUNCTION WITH U.S. HIGHWAY 6 IN GRAND JUNCTION, 1.9 KM (1.2 MI)
 KM0212'SOUTHEAST OF THE INTERSECTION OF STATE HIGHWAY 146, 39.7 M (130.2 FT)
 KM0212'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 8.8 M (28.9 FT) SOUTHEAST
 KM0212'OF THE CENTER OF A GATE AND FIELD ENTRANCE, AND 0.4 M (1.3 FT)
 KM0212'SOUTHWEST OF A FENCE CORNER.  NOTE--ACCESS TO THE DATUM POINT IS HAD
 KM0212'THROUGH A 5-INCH LOGO CAP.
 KM0212'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 KM0212'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0356 ***********************************************************************
 JM0356  DESIGNATION -  E 429
 JM0356  PID         -  JM0356
 JM0356  STATE/COUNTY-  CO/DELTA
 JM0356  USGS QUAD   -  DOMINGUEZ (1969)
 JM0356
 JM0356                         *CURRENT SURVEY CONTROL
 JM0356  ___________________________________________________________________
 JM0356* NAD 83(1986)-  38 48 32.     (N)    108 16 54.     (W)     SCALED    
 JM0356* NAVD 88     -      1568.550  (meters)    5146.15   (feet)  ADJUSTED  
 JM0356  ___________________________________________________________________
 JM0356  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 JM0356  DYNAMIC HT  -        1566.948 (meters)    5140.90  (feet)  COMP
 JM0356  MODELED GRAV-     979,551.6   (mgal)                       NAVD 88
 JM0356
 JM0356  VERT ORDER  -  FIRST     CLASS II
 JM0356
 JM0356.The horizontal coordinates were scaled from a topographic map and have
 JM0356.an estimated accuracy of +/- 6 seconds.
 JM0356
 JM0356.The orthometric height was determined by differential leveling
 JM0356.and adjusted by the National Geodetic Survey in June 1991..
 JM0356
 JM0356.The geoid height was determined by GEOID03.
 JM0356
 JM0356.The dynamic height is computed by dividing the NAVD 88
 JM0356.geopotential number by the normal gravity value computed on the
 JM0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0356.degrees latitude (g = 980.6199 gals.).
 JM0356
 JM0356.The modeled gravity was interpolated from observed gravity values.
 JM0356
 JM0356;                    North         East    Units  Estimated Accuracy
 JM0356;SPC CO C     -   416,790.      672,840.      MT  (+/- 180 meters Scaled)
 JM0356
 JM0356                          SUPERSEDED SURVEY CONTROL
 JM0356
 JM0356.No superseded survey control is available for this station.
 JM0356
 JM0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH360990(NAD 83)
 JM0356_MARKER: DB = BENCH MARK DISK
 JM0356_SETTING: 66 = SET IN ROCK OUTCROP
 JM0356_SP_SET: ROCK OUTCROP
 JM0356_STAMPING: E 429 1984
 JM0356_MARK LOGO: NGS   
 JM0356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0356+STABILITY: POSITION/ELEVATION WELL
 JM0356_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JM0356+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2005
 JM0356
 JM0356  HISTORY     - Date     Condition        Report By
 JM0356  HISTORY     - 1984     MONUMENTED       NGS
 JM0356  HISTORY     - 20050310 GOOD             GEOCAC
 JM0356
 JM0356                          STATION DESCRIPTION
 JM0356
 JM0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JM0356'22.8 KM (14.15 MI) NW FROM DELTA.
 JM0356'22.6 KM (14.05 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 50 FROM ITS
 JM0356'JUNCTION WITH STATE HIGHWAY 92 IN DELTA, THENCE 0.2 KM (0.1 MI)
 JM0356'SOUTHWEST ALONG COUNTY ROAD DRK 50, IN THE NORTHEASTERN 1/4 OF A 20
 JM0356'BY 371 FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 32.0 M (105.0 FT)
 JM0356'SOUTHWEST OF THE NORTHEAST END OF THE OUTCROP, 9.4 M (30.8 FT)
 JM0356'NORTHWEST OF THE CENTER OF THE ROAD, AND 5.6 M (18.4 FT) SOUTHEAST OF
 JM0356'THE NORTHWEST END AND 0.5 M (1.6 FT) NORTHWEST OF THE SOUTHEAST END
 JM0356'OF THE OUTCROP.
 JM0356'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 JM0356'THE MARK IS 1.9 M ABOVE THE ROAD.
 JM0356
 JM0356                          STATION RECOVERY (2005)
 JM0356
 JM0356'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 JM0356'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0009 ***********************************************************************
 LM0009  DESIGNATION -  E 43
 LM0009  PID         -  LM0009
 LM0009  STATE/COUNTY-  CO/JACKSON
 LM0009  USGS QUAD   -  KINGS CANYON (1950)
 LM0009
 LM0009                         *CURRENT SURVEY CONTROL
 LM0009  ___________________________________________________________________
 LM0009* NAD 83(1986)-  40 56 30.     (N)    106 13 37.     (W)     SCALED    
 LM0009* NAVD 88     -      2586.861  (meters)    8487.06   (feet)  ADJUSTED  
 LM0009  ___________________________________________________________________
 LM0009  GEOID HEIGHT-         -11.18  (meters)                     GEOID03
 LM0009  DYNAMIC HT  -        2584.169 (meters)    8478.23  (feet)  COMP
 LM0009  MODELED GRAV-     979,489.6   (mgal)                       NAVD 88
 LM0009
 LM0009  VERT ORDER  -  FIRST     CLASS II
 LM0009
 LM0009.The horizontal coordinates were scaled from a topographic map and have
 LM0009.an estimated accuracy of +/- 6 seconds.
 LM0009
 LM0009.The orthometric height was determined by differential leveling
 LM0009.and adjusted by the National Geodetic Survey in June 1991..
 LM0009
 LM0009.The geoid height was determined by GEOID03.
 LM0009
 LM0009.The dynamic height is computed by dividing the NAVD 88
 LM0009.geopotential number by the normal gravity value computed on the
 LM0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0009.degrees latitude (g = 980.6199 gals.).
 LM0009
 LM0009.The modeled gravity was interpolated from observed gravity values.
 LM0009
 LM0009;                    North         East    Units  Estimated Accuracy
 LM0009;SPC CO N     -   483,640.      853,190.      MT  (+/- 180 meters Scaled)
 LM0009
 LM0009                          SUPERSEDED SURVEY CONTROL
 LM0009
 LM0009  NGVD 29 (??/??/92) 2585.443  (m)         8482.41   (f) ADJ UNCH    1 2
 LM0009
 LM0009.Superseded values are not recommended for survey control.
 LM0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0009.See file dsdata.txt to determine how the superseded data were derived.
 LM0009
 LM0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF967330(NAD 83)
 LM0009_MARKER: DB = BENCH MARK DISK
 LM0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0009_STAMPING: E 43 1934
 LM0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0009+STABILITY: SURFACE MOTION
 LM0009
 LM0009  HISTORY     - Date     Condition        Report By
 LM0009  HISTORY     - 1934     MONUMENTED       CGS
 LM0009  HISTORY     - 1956     GOOD             NGS
 LM0009
 LM0009                          STATION DESCRIPTION
 LM0009
 LM0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LM0009'1.1 MI N FROM KINGS CANYON.
 LM0009'1.1 MILES NORTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 LM0009'RAILROAD FROM THE STATION SIGN AT KINGS CANYON, 9 1/2 POLES NORTH OF
 LM0009'MILEPOST 73, 14.8 FEET WEST OF THE WEST RAIL, 2.3 FEET NORTH OF A
 LM0009'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 LM0009'FOOT ABOVE THE GROUND, IN SECTION 11, TOWNSHIP 11 NORTH, RANGE 79
 LM0009'WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0621 ***********************************************************************
 JL0621  DESIGNATION -  E 430
 JL0621  PID         -  JL0621
 JL0621  STATE/COUNTY-  CO/OURAY
 JL0621  USGS QUAD   -  DALLAS (1982)
 JL0621
 JL0621                         *CURRENT SURVEY CONTROL
 JL0621  ___________________________________________________________________
 JL0621* NAD 83(1986)-  38 09 43.     (N)    107 44 53.     (W)     SCALED    
 JL0621* NAVD 88     -      2139.310  (meters)    7018.72   (feet)  ADJUSTED  
 JL0621  ___________________________________________________________________
 JL0621  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 JL0621  DYNAMIC HT  -        2136.658 (meters)    7010.02  (feet)  COMP
 JL0621  MODELED GRAV-     979,313.3   (mgal)                       NAVD 88
 JL0621
 JL0621  VERT ORDER  -  FIRST     CLASS II
 JL0621
 JL0621.The horizontal coordinates were scaled from a topographic map and have
 JL0621.an estimated accuracy of +/- 6 seconds.
 JL0621
 JL0621.The orthometric height was determined by differential leveling
 JL0621.and adjusted by the National Geodetic Survey in June 1991..
 JL0621
 JL0621.The geoid height was determined by GEOID03.
 JL0621
 JL0621.The dynamic height is computed by dividing the NAVD 88
 JL0621.geopotential number by the normal gravity value computed on the
 JL0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0621.degrees latitude (g = 980.6199 gals.).
 JL0621
 JL0621.The modeled gravity was interpolated from observed gravity values.
 JL0621
 JL0621;                    North         East    Units  Estimated Accuracy
 JL0621;SPC CO S     -   473,130.      717,410.      MT  (+/- 180 meters Scaled)
 JL0621
 JL0621                          SUPERSEDED SURVEY CONTROL
 JL0621
 JL0621.No superseded survey control is available for this station.
 JL0621
 JL0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC592273(NAD 83)
 JL0621_MARKER: I = METAL ROD
 JL0621_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JL0621+WITH SETTING: INFORMATION.
 JL0621_SP_SET: SHALLOW-SET METAL ROD
 JL0621_STAMPING: E 430 1984
 JL0621_MARK LOGO: NGS   
 JL0621_PROJECTION: FLUSH
 JL0621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0621_ROD/PIPE-DEPTH: 2.3  meters
 JL0621
 JL0621  HISTORY     - Date     Condition        Report By
 JL0621  HISTORY     - 1984     MONUMENTED       NGS
 JL0621  HISTORY     - 19910627 GOOD             USPSQD
 JL0621
 JL0621                          STATION DESCRIPTION
 JL0621
 JL0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0621'18.2 KM (11.3 MI) NORTH FROM OURAY.
 JL0621'18.2 KM (11.3 MI) NORTHERLY ALONG U.S. HIGHWAY 550 FROM THE POST
 JL0621'OFFICE IN OURAY, 1.4 KM (0.9 MI) NORTH OF THE INTERSECTION OF STATE
 JL0621'HIGHWAY 62, 14.9 M (48.9 FT) SOUTHEAST OF THE CENTERLINE OF THE
 JL0621'HIGHWAY, 6.1 M (20.0 FT) NORTHEAST OF THE CENTER OF A DIRT ROAD
 JL0621'LEADING EAST TO THE OURAY COUNTY LANDFILL, AND 0.3 M (1.0 FT)
 JL0621'SOUTHWEST OF A WIRE FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 JL0621'A 5-INCH LOGO CAP.
 JL0621'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 JL0621'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JL0621
 JL0621                          STATION RECOVERY (1991)
 JL0621
 JL0621'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 JL0621'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0951 ***********************************************************************
 JK0951  DESIGNATION -  E 431
 JK0951  PID         -  JK0951
 JK0951  STATE/COUNTY-  CO/FREMONT
 JK0951  USGS QUAD   -  ROYAL GORGE (1994)
 JK0951
 JK0951                         *CURRENT SURVEY CONTROL
 JK0951  ___________________________________________________________________
 JK0951* NAD 83(1986)-  38 27 01.     (N)    105 15 08.     (W)     SCALED    
 JK0951* NAVD 88     -      1669.600  (meters)    5477.68   (feet)  ADJUSTED  
 JK0951  ___________________________________________________________________
 JK0951  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 JK0951  DYNAMIC HT  -        1667.774 (meters)    5471.69  (feet)  COMP
 JK0951  MODELED GRAV-     979,476.7   (mgal)                       NAVD 88
 JK0951
 JK0951  VERT ORDER  -  FIRST     CLASS II
 JK0951
 JK0951.The horizontal coordinates were scaled from a topographic map and have
 JK0951.an estimated accuracy of +/- 6 seconds.
 JK0951
 JK0951.The orthometric height was determined by differential leveling
 JK0951.and adjusted by the National Geodetic Survey in June 1991..
 JK0951
 JK0951.The geoid height was determined by GEOID03.
 JK0951
 JK0951.The dynamic height is computed by dividing the NAVD 88
 JK0951.geopotential number by the normal gravity value computed on the
 JK0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0951.degrees latitude (g = 980.6199 gals.).
 JK0951
 JK0951.The modeled gravity was interpolated from observed gravity values.
 JK0951
 JK0951;                    North         East    Units  Estimated Accuracy
 JK0951;SPC CO C     -   373,320.      936,030.      MT  (+/- 180 meters Scaled)
 JK0951
 JK0951                          SUPERSEDED SURVEY CONTROL
 JK0951
 JK0951.No superseded survey control is available for this station.
 JK0951
 JK0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC779558(NAD 83)
 JK0951_MARKER: I = METAL ROD
 JK0951_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JK0951+WITH SETTING: INFORMATION.
 JK0951_SP_SET: SHALLOW-SET METAL ROD
 JK0951_STAMPING: E 431 1984
 JK0951_MARK LOGO: NGS   
 JK0951_PROJECTION: FLUSH
 JK0951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0951_ROD/PIPE-DEPTH: 2.7  meters
 JK0951
 JK0951  HISTORY     - Date     Condition        Report By
 JK0951  HISTORY     - 1984     MONUMENTED       NGS
 JK0951
 JK0951                          STATION DESCRIPTION
 JK0951
 JK0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0951'3.5 KM (2.2 MI) WEST FROM CANON CITY.
 JK0951'3.5 KM (2.2 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JK0951'WITH STATE HIGHWAY 115 IN CANON CITY, 0.2 KM (0.1 MI) NORTH OF THE
 JK0951'INTERSECTION OF A GRAVELED ROAD LEADING WEST, AT A POWERLINE
 JK0951'CROSSING, 27.4 M (89.9 FT) WEST OF THE CENTERLINE OF THE SOUTH LANES
 JK0951'OF THE HIGHWAY, AND 16.2 M (53.1 FT) NORTH-NORTHWEST OF UTILITY POLE
 JK0951'NUMBER 28.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 JK0951'CAP.
 JK0951'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 JK0951'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0216 ***********************************************************************
 HJ0216  DESIGNATION -  E 432
 HJ0216  PID         -  HJ0216
 HJ0216  STATE/COUNTY-  CO/OTERO
 HJ0216  USGS QUAD   -  LA JUNTA (1984)
 HJ0216
 HJ0216                         *CURRENT SURVEY CONTROL
 HJ0216  ___________________________________________________________________
 HJ0216* NAD 83(1986)-  37 59 21.     (N)    103 31 59.     (W)     SCALED    
 HJ0216* NAVD 88     -      1238.134  (meters)    4062.11   (feet)  ADJUSTED  
 HJ0216  ___________________________________________________________________
 HJ0216  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 HJ0216  DYNAMIC HT  -        1236.885 (meters)    4058.01  (feet)  COMP
 HJ0216  MODELED GRAV-     979,577.9   (mgal)                       NAVD 88
 HJ0216
 HJ0216  VERT ORDER  -  FIRST     CLASS II
 HJ0216
 HJ0216.The horizontal coordinates were scaled from a topographic map and have
 HJ0216.an estimated accuracy of +/- 6 seconds.
 HJ0216
 HJ0216.The orthometric height was determined by differential leveling
 HJ0216.and adjusted by the National Geodetic Survey in June 1991..
 HJ0216
 HJ0216.The geoid height was determined by GEOID03.
 HJ0216
 HJ0216.The dynamic height is computed by dividing the NAVD 88
 HJ0216.geopotential number by the normal gravity value computed on the
 HJ0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0216.degrees latitude (g = 980.6199 gals.).
 HJ0216
 HJ0216.The modeled gravity was interpolated from observed gravity values.
 HJ0216
 HJ0216;                    North         East    Units  Estimated Accuracy
 HJ0216;SPC CO S     -   453,400.    1,087,170.      MT  (+/- 180 meters Scaled)
 HJ0216
 HJ0216                          SUPERSEDED SURVEY CONTROL
 HJ0216
 HJ0216.No superseded survey control is available for this station.
 HJ0216
 HJ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC288056(NAD 83)
 HJ0216_MARKER: DB = BENCH MARK DISK
 HJ0216_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HJ0216_SP_SET: PIER
 HJ0216_STAMPING: E 432 1985
 HJ0216_MARK LOGO: NGS   
 HJ0216_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HJ0216+STABILITY: POSITION/ELEVATION WELL
 HJ0216
 HJ0216  HISTORY     - Date     Condition        Report By
 HJ0216  HISTORY     - 1985     MONUMENTED       NGS
 HJ0216
 HJ0216                          STATION DESCRIPTION
 HJ0216
 HJ0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HJ0216'IN LA JUNTA.
 HJ0216'IN LA JUNTA, SET VERTICALLY IN THE CENTER OF THE SOUTH FACE OF THE 4TH
 HJ0216'PIER NORTH OF THE SOUTH ABUTMENT OF THE STATE HIGHWAY 109 BRIDGE
 HJ0216'SPANNING U.S. HIGHWAY 50, THE SANTA FE RAILROAD AND THE ARKANSAS
 HJ0216'RIVER, 68.1 M (223.4 FT) NORTH OF THE CENTER OF THE WESTBOUND LANES OF
 HJ0216'THE HIGHWAY, 26.7 M (87.5 FT) NORTHWEST OF BENCH MARK P 40, AND 4.0 M
 HJ0216'(13.1 FT) NORTH OF THE NEAR RAIL.
 HJ0216'THE MARK IS 1.4 M ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0667 ***********************************************************************
 JJ0667  DESIGNATION -  E 433
 JJ0667  PID         -  JJ0667
 JJ0667  STATE/COUNTY-  CO/BENT
 JJ0667  USGS QUAD   -  HASTY (1979)
 JJ0667
 JJ0667                         *CURRENT SURVEY CONTROL
 JJ0667  ___________________________________________________________________
 JJ0667* NAD 83(1986)-  38 02 57.     (N)    102 56 32.     (W)     SCALED    
 JJ0667* NAVD 88     -      1179.843  (meters)    3870.87   (feet)  ADJUSTED  
 JJ0667  ___________________________________________________________________
 JJ0667  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 JJ0667  DYNAMIC HT  -        1178.703 (meters)    3867.13  (feet)  COMP
 JJ0667  MODELED GRAV-     979,622.3   (mgal)                       NAVD 88
 JJ0667
 JJ0667  VERT ORDER  -  FIRST     CLASS II
 JJ0667
 JJ0667.The horizontal coordinates were scaled from a topographic map and have
 JJ0667.an estimated accuracy of +/- 6 seconds.
 JJ0667
 JJ0667.The orthometric height was determined by differential leveling
 JJ0667.and adjusted by the National Geodetic Survey in June 1991..
 JJ0667
 JJ0667.The geoid height was determined by GEOID03.
 JJ0667
 JJ0667.The dynamic height is computed by dividing the NAVD 88
 JJ0667.geopotential number by the normal gravity value computed on the
 JJ0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0667.degrees latitude (g = 980.6199 gals.).
 JJ0667
 JJ0667.The modeled gravity was interpolated from observed gravity values.
 JJ0667
 JJ0667;                    North         East    Units  Estimated Accuracy
 JJ0667;SPC CO S     -   461,310.    1,138,870.      MT  (+/- 180 meters Scaled)
 JJ0667
 JJ0667                          SUPERSEDED SURVEY CONTROL
 JJ0667
 JJ0667.No superseded survey control is available for this station.
 JJ0667
 JJ0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC805132(NAD 83)
 JJ0667_MARKER: I = METAL ROD
 JJ0667_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JJ0667_SP_SET: STAINLESS STEEL ROD
 JJ0667_STAMPING: E 433 1985
 JJ0667_MARK LOGO: NGS   
 JJ0667_PROJECTION: FLUSH
 JJ0667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0667_ROD/PIPE-DEPTH: 6.1  meters
 JJ0667
 JJ0667  HISTORY     - Date     Condition        Report By
 JJ0667  HISTORY     - 1985     MONUMENTED       NGS
 JJ0667
 JJ0667                          STATION DESCRIPTION
 JJ0667
 JJ0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JJ0667'25.9 KM (16.1 MI) EAST FROM LAS ANIMAS.
 JJ0667'25.9 KM (16.1 MI) EASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 JJ0667'COURTHOUSE IN LAS ANIMAS, 58.1 M (190.6 FT) SOUTHWEST OF A SIGN JOHN
 JJ0667'MARTIN RESERVOIR, 38.1 M (125.0 FT) SOUTH OF THE CENTERLINE OF A PAVED
 JJ0667'ROAD, 27.7 M (90.9 FT) NORTH OF THE NEAR RAIL, AND 2.4 M (7.9 FT) WEST
 JJ0667'OF THE CENTER OF A WIRE GATE.  NOTE--ACCESS TO THE DATUM POINT IS
 JJ0667'THROUGH A 5-INCH LOGO CAP.
 JJ0667'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 JJ0667'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0698 ***********************************************************************
 JJ0698  DESIGNATION -  E 434
 JJ0698  PID         -  JJ0698
 JJ0698  STATE/COUNTY-  CO/OTERO
 JJ0698  USGS QUAD   -  OLNEY SPRINGS (1954)
 JJ0698
 JJ0698                         *CURRENT SURVEY CONTROL
 JJ0698  ___________________________________________________________________
 JJ0698* NAD 83(1992)-  38 07 41.87269(N)    103 59 52.16218(W)     ADJUSTED  
 JJ0698* NAVD 88     -      1313.653  (meters)    4309.88   (feet)  ADJUSTED  
 JJ0698  ___________________________________________________________________
 JJ0698  X           -  -1,215,391.497 (meters)                     COMP
 JJ0698  Y           -  -4,875,458.271 (meters)                     COMP
 JJ0698  Z           -   3,917,454.174 (meters)                     COMP
 JJ0698  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 JJ0698  ELLIP HEIGHT-        1292.70  (meters)          (12/03/02) GPS OBS
 JJ0698  GEOID HEIGHT-         -20.97  (meters)                     GEOID03
 JJ0698  DYNAMIC HT  -        1312.323 (meters)    4305.51  (feet)  COMP
 JJ0698  MODELED GRAV-     979,570.8   (mgal)                       NAVD 88
 JJ0698
 JJ0698  HORZ ORDER  -  FIRST
 JJ0698  VERT ORDER  -  FIRST     CLASS II
 JJ0698  ELLP ORDER  -  FOURTH    CLASS II
 JJ0698
 JJ0698.The horizontal coordinates were established by GPS observations
 JJ0698.and adjusted by the National Geodetic Survey in January 1997..
 JJ0698
 JJ0698.The orthometric height was determined by differential leveling
 JJ0698.and adjusted by the National Geodetic Survey in June 1991..
 JJ0698
 JJ0698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JJ0698
 JJ0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0698
 JJ0698.The ellipsoidal height was determined by GPS observations
 JJ0698.and is referenced to NAD 83.
 JJ0698
 JJ0698.The geoid height was determined by GEOID03.
 JJ0698
 JJ0698.The dynamic height is computed by dividing the NAVD 88
 JJ0698.geopotential number by the normal gravity value computed on the
 JJ0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0698.degrees latitude (g = 980.6199 gals.).
 JJ0698
 JJ0698.The modeled gravity was interpolated from observed gravity values.
 JJ0698
 JJ0698;                    North         East     Units Scale Factor Converg.
 JJ0698;SPC CO S     -   468,079.097 1,046,100.414   MT  0.99995854   +0 55 17.0
 JJ0698;SPC CO S     - 1,535,689.50  3,432,081.11   sFT  0.99995854   +0 55 17.0
 JJ0698;UTM  13      - 4,220,524.424   587,836.040   MT  0.99969502   +0 37 07.7
 JJ0698
 JJ0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0698!SPC CO S     -   0.99979720  x   0.99995854  =   0.99975575
 JJ0698!UTM  13      -   0.99979720  x   0.99969502  =   0.99949228
 JJ0698
 JJ0698                          SUPERSEDED SURVEY CONTROL
 JJ0698
 JJ0698  ELLIP H (01/17/97) 1292.68   (m)                       GP(       ) 1 1
 JJ0698  NAVD 88 (01/17/97) 1313.65   (m)         4309.9    (f) LEVELING    3  
 JJ0698
 JJ0698.Superseded values are not recommended for survey control.
 JJ0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0698.See file dsdata.txt to determine how the superseded data were derived.
 JJ0698
 JJ0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC8783620524(NAD 83)
 JJ0698_MARKER: I = METAL ROD
 JJ0698_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JJ0698_SP_SET: STAINLESS STEEL ROD
 JJ0698_STAMPING: E 434 1985
 JJ0698_MARK LOGO: NGS   
 JJ0698_PROJECTION: FLUSH
 JJ0698_MAGNETIC: I = MARKER IS A STEEL ROD
 JJ0698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0698+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1995
 JJ0698_ROD/PIPE-DEPTH: 7.9  meters
 JJ0698
 JJ0698  HISTORY     - Date     Condition        Report By
 JJ0698  HISTORY     - 1985     MONUMENTED       NGS
 JJ0698  HISTORY     - 19950105 GOOD             CODOT
 JJ0698
 JJ0698                          STATION DESCRIPTION
 JJ0698
 JJ0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JJ0698'26.1 KM (16.2 MI) WEST FROM ROCKY FORD.
 JJ0698'26.1 KM (16.2 MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 JJ0698'STATION IN ROCKY FORD, 0.3 KM (0.2 MI) NORTHWEST OF THE INTERSECTION
 JJ0698'OF COUNTY ROAD 4.5, 15.3 M (50.2 FT) SOUTHWEST OF THE NEAR RAIL, 9.7 M
 JJ0698'(31.8 FT) NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 50, AND 1.8 M
 JJ0698'(5.9 FT) SOUTHEAST OF UTILITY POLE NUMBER 936.  NOTE--ACCESS TO DATUM
 JJ0698'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JJ0698'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 JJ0698'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 JJ0698
 JJ0698                          STATION RECOVERY (1995)
 JJ0698
 JJ0698'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (MEL)
 JJ0698'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0227 ***********************************************************************
 HJ0227  DESIGNATION -  E 435
 HJ0227  PID         -  HJ0227
 HJ0227  STATE/COUNTY-  CO/BACA
 HJ0227  USGS QUAD   -  CAMPO NE (1978)
 HJ0227
 HJ0227                         *CURRENT SURVEY CONTROL
 HJ0227  ___________________________________________________________________
 HJ0227* NAD 83(1986)-  37 07 49.     (N)    102 35 47.     (W)     SCALED    
 HJ0227* NAVD 88     -      1330.419  (meters)    4364.88   (feet)  ADJUSTED  
 HJ0227  ___________________________________________________________________
 HJ0227  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 HJ0227  DYNAMIC HT  -        1328.975 (meters)    4360.15  (feet)  COMP
 HJ0227  MODELED GRAV-     979,498.9   (mgal)                       NAVD 88
 HJ0227
 HJ0227  VERT ORDER  -  FIRST     CLASS II
 HJ0227
 HJ0227.The horizontal coordinates were scaled from a topographic map and have
 HJ0227.an estimated accuracy of +/- 6 seconds.
 HJ0227
 HJ0227.The orthometric height was determined by differential leveling
 HJ0227.and adjusted by the National Geodetic Survey in June 1991..
 HJ0227
 HJ0227.The geoid height was determined by GEOID03.
 HJ0227
 HJ0227.The dynamic height is computed by dividing the NAVD 88
 HJ0227.geopotential number by the normal gravity value computed on the
 HJ0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0227.degrees latitude (g = 980.6199 gals.).
 HJ0227
 HJ0227.The modeled gravity was interpolated from observed gravity values.
 HJ0227
 HJ0227;                    North         East    Units  Estimated Accuracy
 HJ0227;SPC CO S     -   360,260.    1,172,380.      MT  (+/- 180 meters Scaled)
 HJ0227
 HJ0227                          SUPERSEDED SURVEY CONTROL
 HJ0227
 HJ0227.No superseded survey control is available for this station.
 HJ0227
 HJ0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB135120(NAD 83)
 HJ0227_MARKER: I = METAL ROD
 HJ0227_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HJ0227_SP_SET: STAINLESS STEEL ROD
 HJ0227_STAMPING: E 435 1985
 HJ0227_MARK LOGO: NGS   
 HJ0227_PROJECTION: FLUSH
 HJ0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HJ0227_ROD/PIPE-DEPTH: 4.0  meters
 HJ0227
 HJ0227  HISTORY     - Date     Condition        Report By
 HJ0227  HISTORY     - 1985     MONUMENTED       NGS
 HJ0227
 HJ0227                          STATION DESCRIPTION
 HJ0227
 HJ0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HJ0227'31.2 KM (19.4 MI) SOUTH FROM SPRINGFIELD.
 HJ0227'31.2 KM (19.4 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 HJ0227'IN SPRINGFIELD, 14.7 M (48.2 FT) NORTHEAST OF THE CENTERLINE OF THE
 HJ0227'HIGHWAY, AND 6.9 M (22.6 FT) NORTHEAST OF MILEPOST 11.  NOTE--ACCESS
 HJ0227'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HJ0227'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 HJ0227'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0256 ***********************************************************************
 HJ0256  DESIGNATION -  E 436
 HJ0256  PID         -  HJ0256
 HJ0256  STATE/COUNTY-  CO/BACA
 HJ0256  USGS QUAD   -  TWO BUTTES RESERVOIR (1971)
 HJ0256
 HJ0256                         *CURRENT SURVEY CONTROL
 HJ0256  ___________________________________________________________________
 HJ0256* NAD 83(1992)-  37 37 39.10251(N)    102 37 14.39928(W)     ADJUSTED  
 HJ0256* NAVD 88     -      1335.317  (meters)    4380.95   (feet)  ADJUSTED  
 HJ0256  ___________________________________________________________________
 HJ0256  X           -  -1,105,327.019 (meters)                     COMP
 HJ0256  Y           -  -4,936,584.121 (meters)                     COMP
 HJ0256  Z           -   3,873,584.980 (meters)                     COMP
 HJ0256  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 HJ0256  ELLIP HEIGHT-        1312.36  (meters)          (12/03/02) GPS OBS
 HJ0256  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 HJ0256  DYNAMIC HT  -        1333.940 (meters)    4376.43  (feet)  COMP
 HJ0256  MODELED GRAV-     979,552.4   (mgal)                       NAVD 88
 HJ0256
 HJ0256  HORZ ORDER  -  FIRST
 HJ0256  VERT ORDER  -  FIRST     CLASS II
 HJ0256  ELLP ORDER  -  FOURTH    CLASS II
 HJ0256
 HJ0256.The horizontal coordinates were established by GPS observations
 HJ0256.and adjusted by the National Geodetic Survey in April 1997..
 HJ0256
 HJ0256.The orthometric height was determined by differential leveling
 HJ0256.and adjusted by the National Geodetic Survey in June 1991..
 HJ0256
 HJ0256.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HJ0256
 HJ0256.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0256
 HJ0256.The ellipsoidal height was determined by GPS observations
 HJ0256.and is referenced to NAD 83.
 HJ0256
 HJ0256.The geoid height was determined by GEOID03.
 HJ0256
 HJ0256.The dynamic height is computed by dividing the NAVD 88
 HJ0256.geopotential number by the normal gravity value computed on the
 HJ0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0256.degrees latitude (g = 980.6199 gals.).
 HJ0256
 HJ0256.The modeled gravity was interpolated from observed gravity values.
 HJ0256
 HJ0256;                    North         East     Units Scale Factor Converg.
 HJ0256;SPC CO S     -   415,357.355 1,168,522.054   MT  0.99995187   +1 45 58.0
 HJ0256;SPC CO S     - 1,362,718.26  3,833,726.11   sFT  0.99995187   +1 45 58.0
 HJ0256;UTM  13      - 4,167,152.399   709,966.780   MT  1.00014305   +1 27 11.4
 HJ0256
 HJ0256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0256!SPC CO S     -   0.99979411  x   0.99995187  =   0.99974599
 HJ0256!UTM  13      -   0.99979411  x   1.00014305  =   0.99993713
 HJ0256
 HJ0256                          SUPERSEDED SURVEY CONTROL
 HJ0256
 HJ0256  ELLIP H (04/04/97) 1312.35   (m)                       GP(       ) 4 1
 HJ0256
 HJ0256.Superseded values are not recommended for survey control.
 HJ0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0256.See file dsdata.txt to determine how the superseded data were derived.
 HJ0256
 HJ0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB0996767152(NAD 83)
 HJ0256_MARKER: I = METAL ROD
 HJ0256_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HJ0256_SP_SET: STAINLESS STEEL ROD
 HJ0256_STAMPING: E 436 1985
 HJ0256_MARK LOGO: NGS   
 HJ0256_PROJECTION: FLUSH
 HJ0256_MAGNETIC: I = MARKER IS A STEEL ROD
 HJ0256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HJ0256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HJ0256+SATELLITE: SATELLITE OBSERVATIONS - September 04, 1996
 HJ0256_ROD/PIPE-DEPTH: 5.8  meters
 HJ0256
 HJ0256  HISTORY     - Date     Condition        Report By
 HJ0256  HISTORY     - 1985     MONUMENTED       NGS
 HJ0256  HISTORY     - 19960326 GOOD             CODOT
 HJ0256  HISTORY     - 19960904 GOOD             CODOT
 HJ0256
 HJ0256                          STATION DESCRIPTION
 HJ0256
 HJ0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HJ0256'24.6 KM (15.3 MI) NORTH FROM SPRINGFIELD.
 HJ0256'24.6 KM (15.3 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 HJ0256'IN SPRINGFIELD, 1.4 KM (0.85 MI) NORTH OF THE INTERSECTION OF COUNTY
 HJ0256'ROAD VV, 0.6 KM (0.35 MI) SOUTH OF MILEPOST 46, 18.1 M (59.4 FT) WEST
 HJ0256'OF THE CENTERLINE THE SOUTH BOUND LANES OF THE HIGHWAY, AND 1.0 M
 HJ0256'(3.3 FT) EAST OF A UTILITY POLE. NOTE--ACCESS TO DATUM POINT IS HAD
 HJ0256'THROUGH A 5-INCH LOGO CAP.
 HJ0256'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 HJ0256'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HJ0256
 HJ0256                          STATION RECOVERY (1996)
 HJ0256
 HJ0256'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (JRZ)
 HJ0256'RECOVERED AS DESCRIBED.FROM THE COURTHOUSE IN SPRINGFIELD, TAKE US
 HJ0256'HIGHWAY 385 NORTH 24.6 KM (15.29 MI) .  THE STATION IS 1.4 KM (0.87
 HJ0256'MI) NORTH OF THE INTERSECTION OF COUNTY ROAD VV, 0.6 KM (0.37 MI)
 HJ0256'SOUTHE OF MILE MARKER 46, 18.1 M (59.38 FT) WEST OF THE CENTER OF THE
 HJ0256'SOUTH BOUND LANES OF THE HIGHWAY, AND 1.0 M (3.28 FT) EAST OF A
 HJ0256'UTILITY POLE.  ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP.
 HJ0256'THE STATION IS .03 M (0.10 FT) EAST OF A WITNESS POST AND FENCE AND IS
 HJ0256'ABOVE THE LEVEL OF THE HIGHWAY.  THE STATION WAS RECOVERED IN GOOD
 HJ0256'CONDITION IN MARCH 1996.
 HJ0256
 HJ0256                          STATION RECOVERY (1996)
 HJ0256
 HJ0256'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (PGG)
 HJ0256'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0404 ***********************************************************************
 HL0404  DESIGNATION -  E 437
 HL0404  PID         -  HL0404
 HL0404  STATE/COUNTY-  CO/SAN JUAN
 HL0404  USGS QUAD   -  ENGINEER MOUNTAIN (1975)
 HL0404
 HL0404                         *CURRENT SURVEY CONTROL
 HL0404  ___________________________________________________________________
 HL0404* NAD 83(1986)-  37 42 44.     (N)    107 45 27.     (W)     SCALED    
 HL0404* NAVD 88     -      3060.167  (meters)   10039.90   (feet)  ADJUSTED  
 HL0404  ___________________________________________________________________
 HL0404  GEOID HEIGHT-         -15.77  (meters)                     GEOID03
 HL0404  DYNAMIC HT  -        3055.754 (meters)   10025.42  (feet)  COMP
 HL0404  MODELED GRAV-     979,076.1   (mgal)                       NAVD 88
 HL0404
 HL0404  VERT ORDER  -  FIRST     CLASS II
 HL0404
 HL0404.The horizontal coordinates were scaled from a topographic map and have
 HL0404.an estimated accuracy of +/- 6 seconds.
 HL0404
 HL0404.The orthometric height was determined by differential leveling
 HL0404.and adjusted by the National Geodetic Survey in June 1991..
 HL0404
 HL0404.The geoid height was determined by GEOID03.
 HL0404
 HL0404.The dynamic height is computed by dividing the NAVD 88
 HL0404.geopotential number by the normal gravity value computed on the
 HL0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0404.degrees latitude (g = 980.6199 gals.).
 HL0404
 HL0404.The modeled gravity was interpolated from observed gravity values.
 HL0404
 HL0404;                    North         East    Units  Estimated Accuracy
 HL0404;SPC CO S     -   423,250.      715,380.      MT  (+/- 180 meters Scaled)
 HL0404
 HL0404                          SUPERSEDED SURVEY CONTROL
 HL0404
 HL0404.No superseded survey control is available for this station.
 HL0404
 HL0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB569774(NAD 83)
 HL0404_MARKER: DB = BENCH MARK DISK
 HL0404_SETTING: 66 = SET IN ROCK OUTCROP
 HL0404_SP_SET: ROCK OUTCROP
 HL0404_STAMPING: E 437 1985
 HL0404_MARK LOGO: NGS   
 HL0404_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0404+STABILITY: POSITION/ELEVATION WELL
 HL0404
 HL0404  HISTORY     - Date     Condition        Report By
 HL0404  HISTORY     - 1985     MONUMENTED       NGS
 HL0404  HISTORY     - 19910708 GOOD             USPSQD
 HL0404
 HL0404                          STATION DESCRIPTION
 HL0404
 HL0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0404'18.8 KM (11.7 MI) SOUTH FROM SILVERTON.
 HL0404'18.8 KM (11.7 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 HL0404'WITH STATE HIGHWAY 110 IN SILVERTON, SET VERTICALLY IN AN 18- BY
 HL0404'150-FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, NEAR THE CENTER OF
 HL0404'A CURVE, 3.2 KM (2.0 MI) NORTHEAST OF THE SUMMIT OF COAL BANK PASS,
 HL0404'AND 7.1 M (23.3 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 HL0404'THE MARK IS 2.0 METERS  W FROM  A WITNESS POST
 HL0404'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 HL0404
 HL0404                          STATION RECOVERY (1991)
 HL0404
 HL0404'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0372 ***********************************************************************
 HL0372  DESIGNATION -  E 438
 HL0372  PID         -  HL0372
 HL0372  STATE/COUNTY-  CO/LA PLATA
 HL0372  USGS QUAD   -  HERMOSA (1963)
 HL0372
 HL0372                         *CURRENT SURVEY CONTROL
 HL0372  ___________________________________________________________________
 HL0372* NAD 83(1986)-  37 27 10.     (N)    107 48 20.     (W)     SCALED    
 HL0372* NAVD 88     -      2088.456  (meters)    6851.88   (feet)  ADJUSTED  
 HL0372  ___________________________________________________________________
 HL0372  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 HL0372  DYNAMIC HT  -        2085.744 (meters)    6842.98  (feet)  COMP
 HL0372  MODELED GRAV-     979,257.7   (mgal)                       NAVD 88
 HL0372
 HL0372  VERT ORDER  -  FIRST     CLASS II
 HL0372
 HL0372.The horizontal coordinates were scaled from a topographic map and have
 HL0372.an estimated accuracy of +/- 6 seconds.
 HL0372
 HL0372.The orthometric height was determined by differential leveling
 HL0372.and adjusted by the National Geodetic Survey in June 1991..
 HL0372
 HL0372.The geoid height was determined by GEOID03.
 HL0372
 HL0372.The dynamic height is computed by dividing the NAVD 88
 HL0372.geopotential number by the normal gravity value computed on the
 HL0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0372.degrees latitude (g = 980.6199 gals.).
 HL0372
 HL0372.The modeled gravity was interpolated from observed gravity values.
 HL0372
 HL0372;                    North         East    Units  Estimated Accuracy
 HL0372;SPC CO S     -   394,560.      710,430.      MT  (+/- 180 meters Scaled)
 HL0372
 HL0372                          SUPERSEDED SURVEY CONTROL
 HL0372
 HL0372.No superseded survey control is available for this station.
 HL0372
 HL0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB518487(NAD 83)
 HL0372_MARKER: I = METAL ROD
 HL0372_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HL0372_SP_SET: STAINLESS STEEL ROD
 HL0372_STAMPING: E 438 1985
 HL0372_MARK LOGO: NGS   
 HL0372_PROJECTION: FLUSH
 HL0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0372_ROD/PIPE-DEPTH: 4.3  meters
 HL0372
 HL0372  HISTORY     - Date     Condition        Report By
 HL0372  HISTORY     - 1985     MONUMENTED       NGS
 HL0372
 HL0372                          STATION DESCRIPTION
 HL0372
 HL0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0372'18.3 KM (11.4 MI) NORTH FROM DURANGO.
 HL0372'18.3 KM (11.4 MI) NORTHERLY ALONG U.S. HIGHWAY 550 FROM THE DURANGO
 HL0372'COMMUNITY HOSPITAL IN DURANGO, 27.6 M (90.6 FT) WEST OF THE CENTERLINE
 HL0372'OF THE SOUTHBOUND LANES OF THE HIGHWAY, 12.4 M (40.7 FT) NORTH OF THE
 HL0372'EXTENDED CENTER OF COUNTY ROAD 250, AND 5.5 M (18.0 FT) NORTH OF THE
 HL0372'CENTER OF A GATE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 HL0372'LOGO CAP.
 HL0372'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 HL0372'THE MARK IS 2.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0443 ***********************************************************************
 HL0443  DESIGNATION -  E 439
 HL0443  PID         -  HL0443
 HL0443  STATE/COUNTY-  CO/OURAY
 HL0443  USGS QUAD   -  IRONTON (1972)
 HL0443
 HL0443                         *CURRENT SURVEY CONTROL
 HL0443  ___________________________________________________________________
 HL0443* NAD 83(1986)-  37 55 28.     (N)    107 41 40.     (W)     SCALED    
 HL0443* NAVD 88     -      3101.861  (meters)   10176.69   (feet)  ADJUSTED  
 HL0443  ___________________________________________________________________
 HL0443  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 HL0443  DYNAMIC HT  -        3097.300 (meters)   10161.73  (feet)  COMP
 HL0443  MODELED GRAV-     979,046.4   (mgal)                       NAVD 88
 HL0443
 HL0443  VERT ORDER  -  FIRST     CLASS II
 HL0443
 HL0443.The horizontal coordinates were scaled from a topographic map and have
 HL0443.an estimated accuracy of +/- 6 seconds.
 HL0443
 HL0443.The orthometric height was determined by differential leveling
 HL0443.and adjusted by the National Geodetic Survey in June 1991..
 HL0443
 HL0443.The geoid height was determined by GEOID03.
 HL0443
 HL0443.The dynamic height is computed by dividing the NAVD 88
 HL0443.geopotential number by the normal gravity value computed on the
 HL0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0443.degrees latitude (g = 980.6199 gals.).
 HL0443
 HL0443.The modeled gravity was interpolated from observed gravity values.
 HL0443
 HL0443;                    North         East    Units  Estimated Accuracy
 HL0443;SPC CO S     -   446,660.      721,490.      MT  (+/- 180 meters Scaled)
 HL0443
 HL0443                          SUPERSEDED SURVEY CONTROL
 HL0443
 HL0443.No superseded survey control is available for this station.
 HL0443
 HL0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC631008(NAD 83)
 HL0443_MARKER: I = METAL ROD
 HL0443_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HL0443_SP_SET: STAINLESS STEEL ROD
 HL0443_STAMPING: E 439 1985
 HL0443_MARK LOGO: NGS   
 HL0443_PROJECTION: FLUSH
 HL0443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0443_ROD/PIPE-DEPTH: 7.6  meters
 HL0443
 HL0443  HISTORY     - Date     Condition        Report By
 HL0443  HISTORY     - 1985     MONUMENTED       NGS
 HL0443  HISTORY     - 19910630 GOOD             USPSQD
 HL0443
 HL0443                          STATION DESCRIPTION
 HL0443
 HL0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0443'15.8 KM (9.8 MI) SOUTH FROM OURAY.
 HL0443'15.8 KM (9.8 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM THE POST OFFICE
 HL0443'IN OURAY, AT A TELEPHONE LINE CROSSING, 11.4 M (37.4 FT) WEST OF THE
 HL0443'CENTERLINE OF THE HIGHWAY, AND 1.4 M (4.6 FT) NORTH OF A UTILITY POLE.
 HL0443'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HL0443'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 HL0443'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HL0443
 HL0443                          STATION RECOVERY (1991)
 HL0443
 HL0443'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0418 ***********************************************************************
 LK0418  DESIGNATION -  E 439
 LK0418  PID         -  LK0418
 LK0418  STATE/COUNTY-  CO/LOGAN
 LK0418  USGS QUAD   -  ILIFF (1951)
 LK0418
 LK0418                         *CURRENT SURVEY CONTROL
 LK0418  ___________________________________________________________________
 LK0418* NAD 83(1992)-  40 51 17.71403(N)    103 06 54.60777(W)     ADJUSTED  
 LK0418* NAVD 88     -      1231.279  (meters)    4039.62   (feet)  ADJUSTED  
 LK0418  ___________________________________________________________________
 LK0418  X           -  -1,096,439.128 (meters)                     COMP
 LK0418  Y           -  -4,706,022.231 (meters)                     COMP
 LK0418  Z           -   4,151,042.947 (meters)                     COMP
 LK0418  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 LK0418  ELLIP HEIGHT-        1211.61  (meters)          (12/03/02) GPS OBS
 LK0418  GEOID HEIGHT-         -19.67  (meters)                     GEOID03
 LK0418  DYNAMIC HT  -        1230.395 (meters)    4036.72  (feet)  COMP
 LK0418  MODELED GRAV-     979,863.7   (mgal)                       NAVD 88
 LK0418
 LK0418  HORZ ORDER  -  FIRST
 LK0418  VERT ORDER  -  FIRST     CLASS II
 LK0418  ELLP ORDER  -  FOURTH    CLASS II
 LK0418
 LK0418.The horizontal coordinates were established by GPS observations
 LK0418.and adjusted by the National Geodetic Survey in July 1996..
 LK0418
 LK0418.The orthometric height was determined by differential leveling
 LK0418.and adjusted by the National Geodetic Survey in June 1991..
 LK0418
 LK0418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0418
 LK0418.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0418
 LK0418.The ellipsoidal height was determined by GPS observations
 LK0418.and is referenced to NAD 83.
 LK0418
 LK0418.The geoid height was determined by GEOID03.
 LK0418
 LK0418.The dynamic height is computed by dividing the NAVD 88
 LK0418.geopotential number by the normal gravity value computed on the
 LK0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0418.degrees latitude (g = 980.6199 gals.).
 LK0418
 LK0418.The modeled gravity was interpolated from observed gravity values.
 LK0418
 LK0418;                    North         East     Units Scale Factor Converg.
 LK0418;SPC CO N     -   476,454.436 1,115,467.612   MT  1.00001240   +1 32 27.3
 LK0418;SPC CO N     - 1,563,167.60  3,659,663.32   sFT  1.00001240   +1 32 27.3
 LK0418;UTM  13      - 4,524,361.759   658,868.450   MT  0.99991065   +1 13 59.6
 LK0418
 LK0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0418!SPC CO N     -   0.99980998  x   1.00001240  =   0.99982238
 LK0418!UTM  13      -   0.99980998  x   0.99991065  =   0.99972065
 LK0418
 LK0418                          SUPERSEDED SURVEY CONTROL
 LK0418
 LK0418  ELLIP H (10/08/96) 1211.65   (m)                       GP(       ) 1 1
 LK0418  ELLIP H (07/08/96) 1211.91   (m)                       GP(       ) 1 1
 LK0418  NAVD 88 (07/08/96) 1231.28   (m)         4039.6    (f) LEVELING    3  
 LK0418
 LK0418.Superseded values are not recommended for survey control.
 LK0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0418.See file dsdata.txt to determine how the superseded data were derived.
 LK0418
 LK0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF5886824362(NAD 83)
 LK0418_MARKER: DB = BENCH MARK DISK
 LK0418_SETTING: 66 = SET IN ROCK OUTCROP
 LK0418_SP_SET: ROCK OUTCROP
 LK0418_STAMPING: E 439 1985
 LK0418_MARK LOGO: NGS   
 LK0418_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LK0418_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LK0418+STABILITY: POSITION/ELEVATION WELL
 LK0418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0418+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1995
 LK0418
 LK0418  HISTORY     - Date     Condition        Report By
 LK0418  HISTORY     - 1985     MONUMENTED       NGS
 LK0418  HISTORY     - 19950628 GOOD             MSAM
 LK0418
 LK0418                          STATION DESCRIPTION
 LK0418
 LK0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LK0418'12.2 KM (7.6 MI) SOUTH FROM PEETZ.
 LK0418'0.24 KM (0.15 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE AT
 LK0418'PEETZ, THENCE 11.9 KM (7.4 MI) SOUTH ALONG STATE ROUTE 113, AT A ROCKY
 LK0418'CUTBANK, IN TOP OF A 5 BY 5 FOOT PORTION OF OUTCROP, AT THE RIGHT OF
 LK0418'WAY FENCE, 14.6 METERS (48 FT) EAST OF THE HIGHWAY CENTERLINE AND 0.6
 LK0418'METER (2 FT) WEST OF THE RIGHT OF WAY FENCE.
 LK0418'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 LK0418'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 LK0418
 LK0418                          STATION RECOVERY (1995)
 LK0418
 LK0418'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0418'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0054 ***********************************************************************
 LM0054  DESIGNATION -  E 44
 LM0054  PID         -  LM0054
 LM0054  STATE/COUNTY-  CO/JACKSON
 LM0054  USGS QUAD   -  COALMONT (1955)
 LM0054
 LM0054                         *CURRENT SURVEY CONTROL
 LM0054  ___________________________________________________________________
 LM0054* NAD 83(1986)-  40 32 39.     (N)    106 23 53.     (W)     SCALED    
 LM0054* NAVD 88     -      2486.827  (meters)    8158.86   (feet)  POSTED    
 LM0054  ___________________________________________________________________
 LM0054  GEOID HEIGHT-         -12.17  (meters)                     GEOID03
 LM0054  DYNAMIC HT  -        2484.160 (meters)    8150.11  (feet)  COMP
 LM0054  MODELED GRAV-     979,464.8   (mgal)                       NAVD 88
 LM0054
 LM0054  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LM0054
 LM0054.The horizontal coordinates were scaled from a topographic map and have
 LM0054.an estimated accuracy of +/- 6 seconds.
 LM0054
 LM0054.The orthometric height was determined by differential leveling
 LM0054.and adjusted by the National Geodetic Survey in 1992..
 LM0054.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LM0054.rate of 1.1 thru 2.0 mm/km.
 LM0054
 LM0054.The geoid height was determined by GEOID03.
 LM0054
 LM0054.The dynamic height is computed by dividing the NAVD 88
 LM0054.geopotential number by the normal gravity value computed on the
 LM0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0054.degrees latitude (g = 980.6199 gals.).
 LM0054
 LM0054.The modeled gravity was interpolated from observed gravity values.
 LM0054
 LM0054;                    North         East    Units  Estimated Accuracy
 LM0054;SPC CO N     -   439,630.      838,330.      MT  (+/- 180 meters Scaled)
 LM0054
 LM0054                          SUPERSEDED SURVEY CONTROL
 LM0054
 LM0054  NGVD 29 (??/??/92) 2485.411  (m)         8154.22   (f) ADJ UNCH    1 2
 LM0054
 LM0054.Superseded values are not recommended for survey control.
 LM0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0054.See file dsdata.txt to determine how the superseded data were derived.
 LM0054
 LM0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE816890(NAD 83)
 LM0054_MARKER: DB = BENCH MARK DISK
 LM0054_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LM0054_SP_SET: ABUTMENT
 LM0054_STAMPING: E 44 1934
 LM0054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LM0054
 LM0054  HISTORY     - Date     Condition        Report By
 LM0054  HISTORY     - 1934     MONUMENTED       CGS
 LM0054  HISTORY     - 1953     GOOD             NGS
 LM0054
 LM0054                          STATION DESCRIPTION
 LM0054
 LM0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LM0054'3.8 MI S FROM HEBRON.
 LM0054'3.8 MILES SOUTH ALONG STATE HIGHWAY 14 FROM HEBRON, 450 FEET SOUTHEAST
 LM0054'OF A CONCRETE BRIDGE, 72 FEET NORTHEAST OF THE CENTERLINE OF THE
 LM0054'HIGHWAY, ON THE NORTHWEST BANK OF A SMALL CREEK, AND IN THE SOUTHWEST
 LM0054'END OF A CONCRETE BRIDGE-ABUTMENT.  NOTE-- THE BRIDGE HAS BEEN
 LM0054'DESTROYED.  A STANDARD DISK, STAMPED E 44 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0438 ***********************************************************************
 HL0438  DESIGNATION -  E 440
 HL0438  PID         -  HL0438
 HL0438  STATE/COUNTY-  CO/OURAY
 HL0438  USGS QUAD   -  IRONTON (1972)
 HL0438
 HL0438                         *CURRENT SURVEY CONTROL
 HL0438  ___________________________________________________________________
 HL0438* NAD 83(1992)-  37 53 56.33158(N)    107 42 43.66835(W)     ADJUSTED  
 HL0438* NAVD 88     -      3382.183  (meters)   11096.38   (feet)  ADJUSTED  
 HL0438  ___________________________________________________________________
 HL0438  X           -  -1,533,945.904 (meters)                     COMP
 HL0438  Y           -  -4,802,976.802 (meters)                     COMP
 HL0438  Z           -   3,898,670.260 (meters)                     COMP
 HL0438  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 HL0438  ELLIP HEIGHT-        3366.70  (meters)          (12/03/02) GPS OBS
 HL0438  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 HL0438  DYNAMIC HT  -        3377.082 (meters)   11079.64  (feet)  COMP
 HL0438  MODELED GRAV-     978,997.4   (mgal)                       NAVD 88
 HL0438
 HL0438  HORZ ORDER  -  FIRST
 HL0438  VERT ORDER  -  FIRST     CLASS II
 HL0438  ELLP ORDER  -  FOURTH    CLASS II
 HL0438
 HL0438.The horizontal coordinates were established by GPS observations
 HL0438.and adjusted by the National Geodetic Survey in March 1999..
 HL0438
 HL0438.The orthometric height was determined by differential leveling
 HL0438.and adjusted by the National Geodetic Survey in June 1991..
 HL0438
 HL0438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HL0438
 HL0438.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0438
 HL0438.The ellipsoidal height was determined by GPS observations
 HL0438.and is referenced to NAD 83.
 HL0438
 HL0438.The geoid height was determined by GEOID03.
 HL0438
 HL0438.The dynamic height is computed by dividing the NAVD 88
 HL0438.geopotential number by the normal gravity value computed on the
 HL0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0438.degrees latitude (g = 980.6199 gals.).
 HL0438
 HL0438.The modeled gravity was interpolated from observed gravity values.
 HL0438
 HL0438;                    North         East     Units Scale Factor Converg.
 HL0438;SPC CO S     -   443,871.509   719,867.458   MT  0.99994604   -1 21 24.7
 HL0438;SPC CO S     - 1,456,268.44  2,361,765.15   sFT  0.99994604   -1 21 24.7
 HL0438;UTM  13      - 4,198,075.241   261,533.899   MT  1.00030045   -1 40 00.4
 HL0438
 HL0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0438!SPC CO S     -   0.99947199  x   0.99994604  =   0.99941806
 HL0438!UTM  13      -   0.99947199  x   1.00030045  =   0.99977228
 HL0438
 HL0438                          SUPERSEDED SURVEY CONTROL
 HL0438
 HL0438  ELLIP H (03/16/99) 3366.70   (m)                       GP(       ) 4 1
 HL0438  NAVD 88 (03/16/99) 3382.18   (m)        11096.4    (f) LEVELING    3  
 HL0438
 HL0438.Superseded values are not recommended for survey control.
 HL0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0438.See file dsdata.txt to determine how the superseded data were derived.
 HL0438
 HL0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB6153498075(NAD 83)
 HL0438_MARKER: DB = BENCH MARK DISK
 HL0438_SETTING: 66 = SET IN ROCK OUTCROP
 HL0438_SP_SET: ROCK OUTCROP
 HL0438_STAMPING: E 440
 HL0438_MARK LOGO: NGS   
 HL0438_PROJECTION: FLUSH
 HL0438_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HL0438_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0438+STABILITY: POSITION/ELEVATION WELL
 HL0438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HL0438+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1998
 HL0438
 HL0438  HISTORY     - Date     Condition        Report By
 HL0438  HISTORY     - 1985     MONUMENTED       NGS
 HL0438  HISTORY     - 19980715 GOOD             CODOT
 HL0438
 HL0438                          STATION DESCRIPTION
 HL0438
 HL0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0438'16.2 KM (10.05 MI) NORT FROM SILVERTON.
 HL0438'16.2 KM (10.05 MI) NORTHERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 HL0438'WITH STATE HIGHWAY 110 IN SILVERTON, AT THE SUMMIT OF RED MOUNTAIN
 HL0438'PASS, IN AN EXPOSED AREA OF OUTCROPPING BEDROCK, 26.0 M (85.3 FT)
 HL0438'NORTHEAST OF THE OURAY-SAN JUAN COUNTY LINE, 20.7 M (67.9 FT)
 HL0438'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 6.0 M (19.7 FT)
 HL0438'NORTH-NORTHWEST OF THE CENTER OF THE RED MOUNTAIN PASS MONUMENT.
 HL0438'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST
 HL0438'THE MARK IS 3.2 M ABOVE THE HIGHWAY.
 HL0438
 HL0438                          STATION RECOVERY (1998)
 HL0438
 HL0438'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (RSC)
 HL0438'THE STATION IS LOCATED AT THE SUMMIT OF RED MOUNTIAN PASS, AT U.  S.
 HL0438'HIGHWAY 550 MILEPOST 80.2.  OWNERSHIP--COLORADO DEPT.  OF
 HL0438'TRANSPORTATION RIGHT-OF-WAY TO REACH THE STATION FROM THE INTERSECTION
 HL0438'OF U.  S.  HIGHWAY 550 AND STATE HIGHWAY 110 IN SILVERTON, GO
 HL0438'NORTHERLY ON U.  S.  HIGHWAY 550 FOR 10.05 MI (16.17 KM) TO THE SUMMIT
 HL0438'OF RED MOUNTAIN PASS AND THE STATION ON THE LEFT AT A ROCK OUTCROPPING
 HL0438'JUST ABOVE THE RED MOUNTIAN PASS MONUMENT THE MARK IS A STANDARD DISK
 HL0438'SET INTO A DRILL HOLE IN A ROCK OUTCROP. IT IS 26.0 M (85.3 FT)
 HL0438'NORTHEAST FROM THE OURAY-SAN JAUN COUNTY LINE, 20.7 M (67.9 FT)
 HL0438'NORTH-NORTHWEST FROM THE CENTERLINE OF THE HIGHWAY, 6.0 M (19.7 FT)
 HL0438'NORTH-NORTHWEST FROM THE CENTER OF THE RED MOUNTAIN PASS MONUMENT, 1.2
 HL0438'M (3.9 FT) WEST FROM THE EASTERN EDGE OF A ROCK LEDGE, 0.75 M (2.46
 HL0438'FT) EAST FROM A WITNESS POST AND ABOUT 3.2 M (10.5 FT) ABOVE THE
 HL0438'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0714 ***********************************************************************
 JJ0714  DESIGNATION -  E 440
 JJ0714  PID         -  JJ0714
 JJ0714  STATE/COUNTY-  CO/PROWERS
 JJ0714  USGS QUAD   -  GRANADA (1953)
 JJ0714
 JJ0714                         *CURRENT SURVEY CONTROL
 JJ0714  ___________________________________________________________________
 JJ0714* NAD 83(1986)-  38 03 50.     (N)    102 20 05.     (W)     SCALED    
 JJ0714* NAVD 88     -      1069.875  (meters)    3510.08   (feet)  ADJUSTED  
 JJ0714  ___________________________________________________________________
 JJ0714  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 JJ0714  DYNAMIC HT  -        1068.866 (meters)    3506.77  (feet)  COMP
 JJ0714  MODELED GRAV-     979,649.3   (mgal)                       NAVD 88
 JJ0714
 JJ0714  VERT ORDER  -  FIRST     CLASS II
 JJ0714
 JJ0714.The horizontal coordinates were scaled from a topographic map and have
 JJ0714.an estimated accuracy of +/- 6 seconds.
 JJ0714
 JJ0714.The orthometric height was determined by differential leveling
 JJ0714.and adjusted by the National Geodetic Survey in June 1991..
 JJ0714
 JJ0714.The geoid height was determined by GEOID03.
 JJ0714
 JJ0714.The dynamic height is computed by dividing the NAVD 88
 JJ0714.geopotential number by the normal gravity value computed on the
 JJ0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0714.degrees latitude (g = 980.6199 gals.).
 JJ0714
 JJ0714.The modeled gravity was interpolated from observed gravity values.
 JJ0714
 JJ0714;                    North         East    Units  Estimated Accuracy
 JJ0714;SPC CO S     -   464,580.    1,192,110.      MT  (+/- 180 meters Scaled)
 JJ0714
 JJ0714                          SUPERSEDED SURVEY CONTROL
 JJ0714
 JJ0714.No superseded survey control is available for this station.
 JJ0714
 JJ0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC338162(NAD 83)
 JJ0714_MARKER: I = METAL ROD
 JJ0714_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JJ0714_SP_SET: STAINLESS STEEL ROD
 JJ0714_STAMPING: E 440 1986
 JJ0714_MARK LOGO: NGS   
 JJ0714_PROJECTION: FLUSH
 JJ0714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0714_ROD/PIPE-DEPTH: 24.4 meters
 JJ0714
 JJ0714  HISTORY     - Date     Condition        Report By
 JJ0714  HISTORY     - 1986     MONUMENTED       NGS
 JJ0714
 JJ0714                          STATION DESCRIPTION
 JJ0714
 JJ0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JJ0714'2.0 KM (1.25 MI) WEST FROM GRANADA.
 JJ0714'2.0 KM (1.25 FT) WEST ALONG US HIGHWAY 50 FROM THE JUNCTION OF US
 JJ0714'HIGHWAY 385 IN GRANADA, AT THE SECOND POWER POLE NORTH OF A BRIDGE
 JJ0714'OVER WOLF CREEK, 16.5 METERS (54 FT) NORTH OF THE HIGHWAY CENTERLINE,
 JJ0714'2.7 METERS (9 FT) SOUTH OF THE CENTER OF A IRRIGATION DITCH AND 1.1
 JJ0714'METERS (3.5 FT) WEST-SOUTHWEST OF A POWER POLE.  NOTE--ACCESS TO DATUM
 JJ0714'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JJ0714'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 JJ0714'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0396 ***********************************************************************
 HL0396  DESIGNATION -  E 441
 HL0396  PID         -  HL0396
 HL0396  STATE/COUNTY-  CO/SAN JUAN
 HL0396  USGS QUAD   -  ENGINEER MOUNTAIN (1975)
 HL0396
 HL0396                         *CURRENT SURVEY CONTROL
 HL0396  ___________________________________________________________________
 HL0396* NAD 83(1986)-  37 40 49.     (N)    107 47 12.     (W)     SCALED    
 HL0396* NAVD 88     -      3010.425  (meters)    9876.70   (feet)  ADJUSTED  
 HL0396  ___________________________________________________________________
 HL0396  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 HL0396  DYNAMIC HT  -        3006.061 (meters)    9862.39  (feet)  COMP
 HL0396  MODELED GRAV-     979,070.8   (mgal)                       NAVD 88
 HL0396
 HL0396  VERT ORDER  -  FIRST     CLASS II
 HL0396
 HL0396.The horizontal coordinates were scaled from a topographic map and have
 HL0396.an estimated accuracy of +/- 6 seconds.
 HL0396
 HL0396.The orthometric height was determined by differential leveling
 HL0396.and adjusted by the National Geodetic Survey in June 1991..
 HL0396
 HL0396.The geoid height was determined by GEOID03.
 HL0396
 HL0396.The dynamic height is computed by dividing the NAVD 88
 HL0396.geopotential number by the normal gravity value computed on the
 HL0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0396.degrees latitude (g = 980.6199 gals.).
 HL0396
 HL0396.The modeled gravity was interpolated from observed gravity values.
 HL0396
 HL0396;                    North         East    Units  Estimated Accuracy
 HL0396;SPC CO S     -   419,760.      712,720.      MT  (+/- 180 meters Scaled)
 HL0396
 HL0396                          SUPERSEDED SURVEY CONTROL
 HL0396
 HL0396.No superseded survey control is available for this station.
 HL0396
 HL0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB542739(NAD 83)
 HL0396_MARKER: DB = BENCH MARK DISK
 HL0396_SETTING: 66 = SET IN ROCK OUTCROP
 HL0396_SP_SET: ROCK OUTCROP
 HL0396_STAMPING: E 441 1985
 HL0396_MARK LOGO: NGS   
 HL0396_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0396+STABILITY: POSITION/ELEVATION WELL
 HL0396
 HL0396  HISTORY     - Date     Condition        Report By
 HL0396  HISTORY     - 1985     MONUMENTED       NGS
 HL0396  HISTORY     - 19910709 GOOD             USPSQD
 HL0396
 HL0396                          STATION DESCRIPTION
 HL0396
 HL0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0396'25.5 KM (15.85 MI) SOUT FROM SILVERTON.
 HL0396'25.5 KM (15.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 HL0396'WITH STATE HIGHWAY 110 IN SILVERTON, NEAR THE WEST END OF A LARGE
 HL0396'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 3.6 KM (2.25 MI) SOUTH OF
 HL0396'THE SUMMIT OF COAL BANK PASS, ACROSS THE HIGHWAY FROM THE EAST END OF
 HL0396'A SMALL HIGHWAY PULLOUT, 37.3 M (122.4 FT) EAST OF THE CENTER OF MILL
 HL0396'CREEK, 25.5 M (83.7 FT) EAST OF THE WEST END OF THE CUT, 23.6 M
 HL0396'(77.4 FT) EAST OF A LARGE HIGHWAY INFORMATION SIGN, AND 8.9 M
 HL0396'(29.2 FT) NORTH THE CENTERLINE OF THE HIGHWAY.
 HL0396'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST
 HL0396'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 HL0396
 HL0396                          STATION RECOVERY (1991)
 HL0396
 HL0396'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0474 ***********************************************************************
 LK0474  DESIGNATION -  E 442
 LK0474  PID         -  LK0474
 LK0474  STATE/COUNTY-  CO/LOGAN
 LK0474  USGS QUAD   -  GALIEN (1951)
 LK0474
 LK0474                         *CURRENT SURVEY CONTROL
 LK0474  ___________________________________________________________________
 LK0474* NAD 83(1986)-  40 44 34.     (N)    103 05 38.     (W)     SCALED    
 LK0474* NAVD 88     -      1173.886  (meters)    3851.32   (feet)  ADJUSTED  
 LK0474  ___________________________________________________________________
 LK0474  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 LK0474  DYNAMIC HT  -        1173.045 (meters)    3848.57  (feet)  COMP
 LK0474  MODELED GRAV-     979,867.3   (mgal)                       NAVD 88
 LK0474
 LK0474  VERT ORDER  -  FIRST     CLASS II
 LK0474
 LK0474.The horizontal coordinates were scaled from a topographic map and have
 LK0474.an estimated accuracy of +/- 6 seconds.
 LK0474
 LK0474.The orthometric height was determined by differential leveling
 LK0474.and adjusted by the National Geodetic Survey in June 1991..
 LK0474
 LK0474.The geoid height was determined by GEOID03.
 LK0474
 LK0474.The dynamic height is computed by dividing the NAVD 88
 LK0474.geopotential number by the normal gravity value computed on the
 LK0474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0474.degrees latitude (g = 980.6199 gals.).
 LK0474
 LK0474.The modeled gravity was interpolated from observed gravity values.
 LK0474
 LK0474;                    North         East    Units  Estimated Accuracy
 LK0474;SPC CO N     -   464,050.    1,117,600.      MT  (+/- 180 meters Scaled)
 LK0474
 LK0474                          SUPERSEDED SURVEY CONTROL
 LK0474
 LK0474.No superseded survey control is available for this station.
 LK0474
 LK0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF609119(NAD 83)
 LK0474_MARKER: I = METAL ROD
 LK0474_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0474_SP_SET: STAINLESS STEEL ROD
 LK0474_STAMPING: E 442 1986
 LK0474_MARK LOGO: NGS   
 LK0474_PROJECTION: FLUSH
 LK0474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0474_ROD/PIPE-DEPTH: 18.2 meters
 LK0474
 LK0474  HISTORY     - Date     Condition        Report By
 LK0474  HISTORY     - 1986     MONUMENTED       NGS
 LK0474
 LK0474                          STATION DESCRIPTION
 LK0474
 LK0474'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LK0474'17.0 KM (10.55 MI) NE FROM STERLING.
 LK0474'17.0 KM (10.55 MI) NORTHEAST ALONG US HIGHWAY 138 FROM THE POST OFFICE
 LK0474'IN STERLING, AT A GRAVEL ROAD LEADING NORTH AND A PRIVATE ROAD
 LK0474'CROSSING, LEADING SOUTH ACROSS THE UNION PACIFIC RAILROAD, 12.5 METERS
 LK0474'(41 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, 14.3 METERS (47 FT)
 LK0474'NORTHWEST OF THE NORTHWEST RAIL, 12.2 METERS (40 FT) NORTHEAST OF THE
 LK0474'CENTER OF THE PRIVATE ROAD CROSSING OVER THE RAILROAD, 0.91 METER (3
 LK0474'FT) NORTHEAST OF A POWER LINE POLE AND 1.9 METERS (6.3 FT) NORTHEAST
 LK0474'OF A CONCRETE RIGHT OF WAY POST.  NOTE--ACCESS TO DATUM POINT IS HAD
 LK0474'THROUGH A 5-INCH LOGO CAP.
 LK0474'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LK0474'THE MARK IS 0.24 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0445 ***********************************************************************
 LK0445  DESIGNATION -  E 443
 LK0445  PID         -  LK0445
 LK0445  STATE/COUNTY-  CO/SEDGWICK
 LK0445  USGS QUAD   -  OVID (1984)
 LK0445
 LK0445                         *CURRENT SURVEY CONTROL
 LK0445  ___________________________________________________________________
 LK0445* NAD 83(1986)-  40 56 56.     (N)    102 27 35.     (W)     SCALED    
 LK0445* NAVD 88     -      1083.327  (meters)    3554.22   (feet)  ADJUSTED  
 LK0445  ___________________________________________________________________
 LK0445  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 LK0445  DYNAMIC HT  -        1082.618 (meters)    3551.89  (feet)  COMP
 LK0445  MODELED GRAV-     979,931.6   (mgal)                       NAVD 88
 LK0445
 LK0445  VERT ORDER  -  FIRST     CLASS II
 LK0445
 LK0445.The horizontal coordinates were scaled from a topographic map and have
 LK0445.an estimated accuracy of +/- 6 seconds.
 LK0445
 LK0445.The orthometric height was determined by differential leveling
 LK0445.and adjusted by the National Geodetic Survey in June 1991..
 LK0445
 LK0445.The geoid height was determined by GEOID03.
 LK0445
 LK0445.The dynamic height is computed by dividing the NAVD 88
 LK0445.geopotential number by the normal gravity value computed on the
 LK0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0445.degrees latitude (g = 980.6199 gals.).
 LK0445
 LK0445.The modeled gravity was interpolated from observed gravity values.
 LK0445
 LK0445;                    North         East    Units  Estimated Accuracy
 LK0445;SPC CO N     -   488,570.    1,170,350.      MT  (+/- 180 meters Scaled)
 LK0445
 LK0445                          SUPERSEDED SURVEY CONTROL
 LK0445
 LK0445  NGVD 29 (02/14/92) 1082.865  (m)         3552.70   (f) ADJUSTED    1 2
 LK0445
 LK0445.Superseded values are not recommended for survey control.
 LK0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0445.See file dsdata.txt to determine how the superseded data were derived.
 LK0445
 LK0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF138361(NAD 83)
 LK0445_MARKER: I = METAL ROD
 LK0445_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0445_SP_SET: STAINLESS STEEL ROD
 LK0445_STAMPING: E 443 1986
 LK0445_MARK LOGO: NGS   
 LK0445_PROJECTION: FLUSH
 LK0445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0445_ROD/PIPE-DEPTH: 13.4 meters
 LK0445
 LK0445  HISTORY     - Date     Condition        Report By
 LK0445  HISTORY     - 1986     MONUMENTED       NGS
 LK0445
 LK0445                          STATION DESCRIPTION
 LK0445
 LK0445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LK0445'5.6 KM (3.5 MI) NE FROM SEDGWICK.
 LK0445'0.08 KM (0.05 MI) SOUTH ALONG MAIN AVENUE FROM THE POST OFFICE IN
 LK0445'SEDGWICK, THENCE 5.5 KM (3.4 MI) NORTHEAST ALONG US HIGHWAY 138, AT
 LK0445'ROAD 21 LEADING NORTH AND SOUTH, ALSO 6.5 KM (3.0 MI) SOUTHWEST OF THE
 LK0445'POST OFFICE AT OVID, 25.3 METERS (83 FT) SOUTHEAST OF THE HIGHWAY
 LK0445'CENTERLINE, 16.8 METERS (55 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE
 LK0445'UNION PACIFIC RAILROAD, 0.91 METER (3 FT) SOUTHWEST OF A TRIPLE GUYED
 LK0445'POWER LINE POLE AND 11.9 METERS (39 FT) NORTHEAST OF THE CENTER OF A
 LK0445'GRAVEL ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 LK0445'CAP.
 LK0445'THE MARK IS 0.15 METERS  NE FROM  A WITNESS POST
 LK0445'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4273 ***********************************************************************
 DF4273  DESIGNATION -  E 445
 DF4273  PID         -  DF4273
 DF4273  STATE/COUNTY-  CO/JEFFERSON
 DF4273  USGS QUAD   -  MORRISON (1994)
 DF4273
 DF4273                         *CURRENT SURVEY CONTROL
 DF4273  ___________________________________________________________________
 DF4273* NAD 83(1992)-  39 42 47.64927(N)    105 12 25.07188(W)     ADJUSTED  
 DF4273* NAVD 88     -      1881.439  (meters)    6172.69   (feet)  ADJUSTED  
 DF4273  ___________________________________________________________________
 DF4273  X           -  -1,289,117.805 (meters)                     COMP
 DF4273  Y           -  -4,742,463.357 (meters)                     COMP
 DF4273  Z           -   4,054,735.832 (meters)                     COMP
 DF4273  LAPLACE CORR-         -20.32  (seconds)                    DEFLEC99
 DF4273  ELLIP HEIGHT-        1865.88  (meters)          (10/27/04) GPS OBS
 DF4273  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 DF4273  DYNAMIC HT  -        1879.527 (meters)    6166.41  (feet)  COMP
 DF4273  MODELED GRAV-     979,543.8   (mgal)                       NAVD 88
 DF4273
 DF4273  HORZ ORDER  -  FIRST
 DF4273  VERT ORDER  -  FIRST     CLASS II
 DF4273  ELLP ORDER  -  FOURTH    CLASS II
 DF4273
 DF4273.The horizontal coordinates were established by GPS observations
 DF4273.and adjusted by the MOUNTAIN SURVEYING in October 2004..
 DF4273
 DF4273.The orthometric height was determined by differential leveling
 DF4273.and adjusted by the National Geodetic Survey in November 2003..
 DF4273
 DF4273.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4273
 DF4273.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4273
 DF4273.The ellipsoidal height was determined by GPS observations
 DF4273.and is referenced to NAD 83.
 DF4273
 DF4273.The geoid height was determined by GEOID03.
 DF4273
 DF4273.The dynamic height is computed by dividing the NAVD 88
 DF4273.geopotential number by the normal gravity value computed on the
 DF4273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4273.degrees latitude (g = 980.6199 gals.).
 DF4273
 DF4273.The modeled gravity was interpolated from observed gravity values.
 DF4273
 DF4273;                    North         East     Units Scale Factor Converg.
 DF4273;SPC CO C     -   513,530.640   939,529.408   MT  0.99999293   +0 11 05.3
 DF4273;SPC CO C     - 1,684,808.44  3,082,439.40   sFT  0.99999293   +0 11 05.3
 DF4273;UTM  13      - 4,395,950.471   482,259.894   MT  0.99960387   -0 07 56.1
 DF4273
 DF4273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4273!SPC CO C     -   0.99970736  x   0.99999293  =   0.99970029
 DF4273!UTM  13      -   0.99970736  x   0.99960387  =   0.99931135
 DF4273
 DF4273                          SUPERSEDED SURVEY CONTROL
 DF4273
 DF4273  NAVD 88 (10/27/04) 1881.44   (m)         6172.7    (f) LEVELING    3  
 DF4273
 DF4273.Superseded values are not recommended for survey control.
 DF4273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4273.See file dsdata.txt to determine how the superseded data were derived.
 DF4273
 DF4273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8226095950(NAD 83)
 DF4273_MARKER: DV = VERTICAL CONTROL DISK
 DF4273_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DF4273_SP_SET: HEADWALL OF WALL
 DF4273_STAMPING: E 445 2000
 DF4273_MARK LOGO: NGS   
 DF4273_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4273+STABILITY: SURFACE MOTION
 DF4273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4273+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 DF4273
 DF4273  HISTORY     - Date     Condition        Report By
 DF4273  HISTORY     - 20000516 MONUMENTED       NGS
 DF4273  HISTORY     - 20040130 GOOD             MSAM
 DF4273
 DF4273                          STATION DESCRIPTION
 DF4273
 DF4273'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 DF4273'THE STATION IS LOCATED ABOUT 3.0 MI SOUTH-SOUTHEAST OF GOLDEN, 1.7
 DF4273'MI SOUTHWEST OF THE INTERSECTION OF INTERSTATE 70 AND SIXTH
 DF4273'AVENUE AND 1.2 MI NORTH-NORTHEAST OF THE MOUTH OF MOUNT VERNON
 DF4273'CANYON, IN THE SOUTHEAST 1/4 OF SECTION 10, T 4 S, R 70 W, AT U. S.
 DF4273'HIGHWAY 40 MILEPOST 285.45.  OWNERSHIP--COLORADO DEPT. OF
 DF4273'TRANSPORTATION RIGHT-OF-WAY.
 DF4273' 
 DF4273'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 40,
 DF4273'COLORADO STATE HIGHWAY 26  AND INTERSTATE 70, SOUTH OF GOLDEN,
 DF4273'GO NORTH ON U. S. HIGHWAY 40 FOR 1.0 MI TO THE STATION ON THE LEFT
 DF4273'AT THE ENTRANCE TO HERITAGE SQUARE.
 DF4273' 
 DF4273'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A 9.2 M LONG
 DF4273'CONCRETE HEAD WALL FOR A THREE DRAIN CULVERT AT THE
 DF4273'SOUTHWESTERN CORNER OF THE NORTHERN HEAD WALL. IT IS 34.35 M
 DF4273'SOUTHEAST FROM THE EASTERN MOST SUPPORT FOR THE HERITAGE
 DF4273'SQUARE SIGN, 26.8 M SOUTHWEST FROM THE CENTER LINE OF U. S.
 DF4273'HIGHWAY 40, 8.6 M WEST FROM THE END OF A GUARD RAIL, 7.5 M
 DF4273'NORTHWEST FROM THE CENTER LINE OF THE ROAD TO HERITAGE SQUARE,
 DF4273'0.15 M EAST-NORTHEAST FROM THE WESTERN MOST END OF THE
 DF4273'CONCRETE HEAD WALL AND ABOUT 0.6 M BELOW THE HIGHWAY.
 DF4273'
 DF4273'
 DF4273
 DF4273                          STATION RECOVERY (2004)
 DF4273
 DF4273'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (KCH)
 DF4273'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2004 (BAJ)
 DF4273'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4828 ***********************************************************************
 AE4828  DESIGNATION -  E 447
 AE4828  PID         -  AE4828
 AE4828  STATE/COUNTY-  CO/PROWERS
 AE4828  USGS QUAD   -  DURKEE CREEK SE (1966)
 AE4828
 AE4828                         *CURRENT SURVEY CONTROL
 AE4828  ___________________________________________________________________
 AE4828* NAD 83(1986)-  37 50 51.     (N)    102 07 01.     (W)     SCALED    
 AE4828* NAVD 88     -      1117.967  (meters)    3667.86   (feet)  ADJUSTED  
 AE4828  ___________________________________________________________________
 AE4828  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 AE4828  DYNAMIC HT  -        1116.885 (meters)    3664.31  (feet)  COMP
 AE4828  MODELED GRAV-     979,623.6   (mgal)                       NAVD 88
 AE4828
 AE4828  VERT ORDER  -  FIRST     CLASS II
 AE4828
 AE4828.The horizontal coordinates were scaled from a topographic map and have
 AE4828.an estimated accuracy of +/- 6 seconds.
 AE4828
 AE4828.The orthometric height was determined by differential leveling
 AE4828.and adjusted by the National Geodetic Survey in July 2002..
 AE4828
 AE4828.The geoid height was determined by GEOID03.
 AE4828
 AE4828.The dynamic height is computed by dividing the NAVD 88
 AE4828.geopotential number by the normal gravity value computed on the
 AE4828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4828.degrees latitude (g = 980.6199 gals.).
 AE4828
 AE4828.The modeled gravity was interpolated from observed gravity values.
 AE4828
 AE4828;                    North         East    Units  Estimated Accuracy
 AE4828;SPC CO S     -   441,250.    1,212,080.      MT  (+/- 180 meters Scaled)
 AE4828
 AE4828                          SUPERSEDED SURVEY CONTROL
 AE4828
 AE4828.No superseded survey control is available for this station.
 AE4828
 AE4828_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB536928(NAD 83)
 AE4828_MARKER: I = METAL ROD
 AE4828_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4828_STAMPING: E 447 1997
 AE4828_MARK LOGO: NGS   
 AE4828_PROJECTION: FLUSH
 AE4828_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4828+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4828_ROD/PIPE-DEPTH: 14.6 meters
 AE4828_SLEEVE-DEPTH  : 0.9 meters
 AE4828
 AE4828  HISTORY     - Date     Condition        Report By
 AE4828  HISTORY     - 1997     MONUMENTED       NGS
 AE4828
 AE4828                          STATION DESCRIPTION
 AE4828
 AE4828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4828'22.8 KM (14.15 MI) SOUTHERLY ALONG STATE HIGHWAY 89 FROM THE JUNCTION
 AE4828'OF U.S.  HIGHWAY 50 IN HOLLY, 16.2 M (53.1 FT) WEST OF THE HIGHWAY
 AE4828'CENTERLINE, 10.8 M (35.4 FT) EAST OF THE NORTHWEST CORNER OF THE
 AE4828'CONCRETE FOUNDATION FOR A WELL HEAD, 1.4 M (4.6 FT) SOUTH OF A UTILITY
 AE4828'POLE, 0.6 M (2.0 FT) EAST OF A WITNESS POST, AND 0.5 M (1.6 FT) BELOW
 AE4828'THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 AE4828'A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AE4828'FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4229 ***********************************************************************
 DF4229  DESIGNATION -  E 447
 DF4229  PID         -  DF4229
 DF4229  STATE/COUNTY-  CO/CLEAR CREEK
 DF4229  USGS QUAD   -  SQUAW PASS (1974)
 DF4229
 DF4229                         *CURRENT SURVEY CONTROL
 DF4229  ___________________________________________________________________
 DF4229* NAD 83(1992)-  39 44 33.71302(N)    105 25 51.40914(W)     ADJUSTED  
 DF4229* NAVD 88     -      2199.930  (meters)    7217.60   (feet)  ADJUSTED  
 DF4229  ___________________________________________________________________
 DF4229  X           -  -1,307,156.399 (meters)                     COMP
 DF4229  Y           -  -4,735,609.207 (meters)                     COMP
 DF4229  Z           -   4,057,457.247 (meters)                     COMP
 DF4229  LAPLACE CORR-         -15.69  (seconds)                    DEFLEC99
 DF4229  ELLIP HEIGHT-        2186.31  (meters)          (10/27/04) GPS OBS
 DF4229  GEOID HEIGHT-         -13.68  (meters)                     GEOID03
 DF4229  DYNAMIC HT  -        2197.575 (meters)    7209.88  (feet)  COMP
 DF4229  MODELED GRAV-     979,476.9   (mgal)                       NAVD 88
 DF4229
 DF4229  HORZ ORDER  -  FIRST
 DF4229  VERT ORDER  -  FIRST     CLASS II
 DF4229  ELLP ORDER  -  FOURTH    CLASS II
 DF4229
 DF4229.The horizontal coordinates were established by GPS observations
 DF4229.and adjusted by the MOUNTAIN SURVEYING in October 2004..
 DF4229
 DF4229.The orthometric height was determined by differential leveling
 DF4229.and adjusted by the National Geodetic Survey in November 2003..
 DF4229
 DF4229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4229
 DF4229.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4229
 DF4229.The ellipsoidal height was determined by GPS observations
 DF4229.and is referenced to NAD 83.
 DF4229
 DF4229.The geoid height was determined by GEOID03.
 DF4229
 DF4229.The dynamic height is computed by dividing the NAVD 88
 DF4229.geopotential number by the normal gravity value computed on the
 DF4229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4229.degrees latitude (g = 980.6199 gals.).
 DF4229
 DF4229.The modeled gravity was interpolated from observed gravity values.
 DF4229
 DF4229;                    North         East     Units Scale Factor Converg.
 DF4229;SPC CO C     -   516,763.515   920,320.596   MT  0.99999856   +0 02 36.8
 DF4229;SPC CO C     - 1,695,414.97  3,019,418.49   sFT  0.99999856   +0 02 36.8
 DF4229;UTM  13      - 4,399,288.634   463,076.735   MT  0.99961678   -0 16 31.9
 DF4229
 DF4229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4229!SPC CO C     -   0.99965712  x   0.99999856  =   0.99965568
 DF4229!UTM  13      -   0.99965712  x   0.99961678  =   0.99927403
 DF4229
 DF4229                          SUPERSEDED SURVEY CONTROL
 DF4229
 DF4229  NAVD 88 (10/27/04) 2199.93   (m)         7217.6    (f) LEVELING    3  
 DF4229
 DF4229.Superseded values are not recommended for survey control.
 DF4229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4229.See file dsdata.txt to determine how the superseded data were derived.
 DF4229
 DF4229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD6307799289(NAD 83)
 DF4229_MARKER: DV = VERTICAL CONTROL DISK
 DF4229_SETTING: 66 = SET IN ROCK OUTCROP
 DF4229_STAMPING: E 447 2000
 DF4229_MARK LOGO: NGS   
 DF4229_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4229_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF4229+STABILITY: POSITION/ELEVATION WELL
 DF4229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4229+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 DF4229
 DF4229  HISTORY     - Date     Condition        Report By
 DF4229  HISTORY     - 20000719 MONUMENTED       NGS
 DF4229  HISTORY     - 20040130 GOOD             MSAM
 DF4229
 DF4229                          STATION DESCRIPTION
 DF4229
 DF4229'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 DF4229'THE STATION IS LOCATED ABOUT 2.25 MI EAST OF THE EASTERN ENTRANCE
 DF4229'TO THE INTERSTATE 70 TUNNEL, 1.75 MI WEST OF THE JEFFERSON-CLEAR
 DF4229'CREEK COUNTY LINE AND 0.45 MI SOUTHEAST FROM THE JUNCTION OF
 DF4229'INTERSTATE 70 AND U. S. HIGHWAY 6, IN THE SOUTHEAST 1/4 OF SECTION
 DF4229'34, T 3 S, R 72 W.  OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION
 DF4229'RIGHT-OF-WAY.
 DF4229' 
 DF4229'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 6 AND
 DF4229'U. S. HIGHWAY 40, THE EASTERN ACCESS ROAD FOR INTERSTATE 70, GO TO
 DF4229'THE NORTHERN RIGHT-OF-WAY OF U. S. HIGHWAY 6 AT THE INTERSECTION
 DF4229'OF U. S. HIGHWAY 40, THE ACCESS ROAD AND THE STATION.
 DF4229' 
 DF4229'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN METAMORPHIC
 DF4229'ROCK OUTCROP AND THE BASE OF A ROAD CUT. IT IS 19.4 M
 DF4229'NORTH-NORTHEAST FROM THE CENTER LINE OF THE HIGHWAY, 9.4 M
 DF4229'NORTHEAST FROM THE CENTER OF POSTS FOR A SIGN, 8.1 M NORTHEAST
 DF4229'FROM A SINGLE SIGN POST, 6.1 M EAST-SOUTHEAST FROM THE EXTENDED
 DF4229'CENTER OF FLOYD HILL ACCESS ROAD, U. S. HIGHWAY 40, 1.1 M NORTH FROM
 DF4229'A WITNESS POST AND ABOUT 0.5 M ABOVE THE ROAD.
 DF4229' 
 DF4229'
 DF4229
 DF4229                          STATION RECOVERY (2004)
 DF4229
 DF4229'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (KCH)
 DF4229'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2004 (BAJ)
 DF4229'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5540 ***********************************************************************
 DF5540  DESIGNATION -  E 448
 DF5540  PID         -  DF5540
 DF5540  STATE/COUNTY-  CO/SUMMIT
 DF5540  USGS QUAD   -  COPPER MOUNTAIN (1987)
 DF5540
 DF5540                         *CURRENT SURVEY CONTROL
 DF5540  ___________________________________________________________________
 DF5540* NAD 83(1986)-  39 29 02.     (N)    106 08 00.     (W)     SCALED    
 DF5540* NAVD 88     -      3025.068  (meters)    9924.74   (feet)  ADJUSTED  
 DF5540  ___________________________________________________________________
 DF5540  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 DF5540  DYNAMIC HT  -        3021.112 (meters)    9911.76  (feet)  COMP
 DF5540  MODELED GRAV-     979,209.1   (mgal)                       NAVD 88
 DF5540
 DF5540  VERT ORDER  -  FIRST     CLASS II
 DF5540
 DF5540.The horizontal coordinates were scaled from a topographic map and have
 DF5540.an estimated accuracy of +/- 6 seconds.
 DF5540
 DF5540.The orthometric height was determined by differential leveling
 DF5540.and adjusted by the National Geodetic Survey in November 2003..
 DF5540
 DF5540.The geoid height was determined by GEOID03.
 DF5540
 DF5540.The dynamic height is computed by dividing the NAVD 88
 DF5540.geopotential number by the normal gravity value computed on the
 DF5540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5540.degrees latitude (g = 980.6199 gals.).
 DF5540
 DF5540.The modeled gravity was interpolated from observed gravity values.
 DF5540
 DF5540;                    North         East    Units  Estimated Accuracy
 DF5540;SPC CO C     -   488,220.      859,920.      MT  (+/- 180 meters Scaled)
 DF5540
 DF5540                          SUPERSEDED SURVEY CONTROL
 DF5540
 DF5540.No superseded survey control is available for this station.
 DF5540
 DF5540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD025710(NAD 83)
 DF5540_MARKER: DV = VERTICAL CONTROL DISK
 DF5540_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DF5540_SP_SET: CULVERT HEADWALL
 DF5540_STAMPING: E 448 2001
 DF5540_MARK LOGO: NGS   
 DF5540_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5540+STABILITY: SURFACE MOTION
 DF5540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5540+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2001
 DF5540
 DF5540  HISTORY     - Date     Condition        Report By
 DF5540  HISTORY     - 20010723 MONUMENTED       NGS
 DF5540
 DF5540                          STATION DESCRIPTION
 DF5540
 DF5540'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5540'THE STATION IS LOCATED 2.0 MI NORTHEAST OF COPPER MOUNTAIN, 1.85 MI
 DF5540'SOUTH-SOUTHEAST OF
 DF5540'THE EXIT 195, COPPER MOUNTAIN-LEADVILLE EXIT, AT INTERSTATE 70 AND 1.4
 DF5540'MI SOUTH-SOUTHEAST
 DF5540'OF THE TOWN OF COPPER MOUNTAIN, IN THE SOUTHWEST 1/4 OF SECTION 32, T
 DF5540'6 S, R 78 W, AT
 DF5540'STATE HIGHWAY 91 MILEPOST 20.75. OWNERSHIP--COLORADO DEPT. OF
 DF5540'TRANSPORTATION
 DF5540'RIGHT-OF-WAY.
 DF5540' 
 DF5540'TO REACH THE STATION FROM THE ENTRANCE TO COPPER MOUNTAIN SKI RESORT
 DF5540'ON STATE
 DF5540'HIGHWAY 91, GO SOUTH-SOUTHEAST ON STATE HIGHWAY 91 FOR 1.45 MI TO THE
 DF5540'STATION ON THE
 DF5540'RIGHT.
 DF5540' 
 DF5540'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF THE
 DF5540'WESTERN ONE OF TWO
 DF5540'OLD CONCRETE HEADWALLS FOR THE OLD HIGHWAY THAT ARE FLUSH WITH THE
 DF5540'GROUND. IT IS 22.1
 DF5540'M WEST FROM THE CENTER LINE OF STATE HIGHWAY 91, 17.6 M NORTHWEST FROM
 DF5540'A ROCK
 DF5540'HEADWALL NEXT TO THE HIGHWAY, 7.4 M WEST FROM THE TOP CENTER OF THE
 DF5540'EASTERN MOST
 DF5540'CONCRETE HEADWALL, 0.5 M SOUTHEAST FROM A WITNESS POST AND ABOUT 0.5 M
 DF5540'BELOW THE
 DF5540'HIGHWAY.
 DF5540' 
 DF5540' 
 DF5540'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5475 ***********************************************************************
 DF5475  DESIGNATION -  E 449
 DF5475  PID         -  DF5475
 DF5475  STATE/COUNTY-  CO/CLEAR CREEK
 DF5475  USGS QUAD   -  GEORGETOWN (1974)
 DF5475
 DF5475                         *CURRENT SURVEY CONTROL
 DF5475  ___________________________________________________________________
 DF5475* NAD 83(1986)-  39 44 49.     (N)    105 40 12.     (W)     SCALED    
 DF5475* NAVD 88     -      2532.034  (meters)    8307.18   (feet)  ADJUSTED  
 DF5475  ___________________________________________________________________
 DF5475  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 DF5475  DYNAMIC HT  -        2529.060 (meters)    8297.42  (feet)  COMP
 DF5475  MODELED GRAV-     979,360.7   (mgal)                       NAVD 88
 DF5475
 DF5475  VERT ORDER  -  FIRST     CLASS II
 DF5475
 DF5475.The horizontal coordinates were scaled from a topographic map and have
 DF5475.an estimated accuracy of +/- 6 seconds.
 DF5475
 DF5475.The orthometric height was determined by differential leveling
 DF5475.and adjusted by the National Geodetic Survey in November 2003..
 DF5475
 DF5475.The geoid height was determined by GEOID03.
 DF5475
 DF5475.The dynamic height is computed by dividing the NAVD 88
 DF5475.geopotential number by the normal gravity value computed on the
 DF5475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5475.degrees latitude (g = 980.6199 gals.).
 DF5475
 DF5475.The modeled gravity was interpolated from observed gravity values.
 DF5475
 DF5475;                    North         East    Units  Estimated Accuracy
 DF5475;SPC CO C     -   517,250.      899,830.      MT  (+/- 180 meters Scaled)
 DF5475
 DF5475                          SUPERSEDED SURVEY CONTROL
 DF5475
 DF5475.No superseded survey control is available for this station.
 DF5475
 DF5475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD425998(NAD 83)
 DF5475_MARKER: DV = VERTICAL CONTROL DISK
 DF5475_SETTING: 80 = SET IN A BOULDER
 DF5475_STAMPING: E 449 2001
 DF5475_MARK LOGO: NGS   
 DF5475_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5475+STABILITY: SURFACE MOTION
 DF5475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5475+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2001
 DF5475
 DF5475  HISTORY     - Date     Condition        Report By
 DF5475  HISTORY     - 20010816 MONUMENTED       NGS
 DF5475
 DF5475                          STATION DESCRIPTION
 DF5475
 DF5475'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5475'THE STATION IS LOCATED ABOUT 3.25 MI NORTH-NORTHEAST OF GEORGETOWN, 3
 DF5475'MI SOUTHWEST OF
 DF5475'LAWSON AND 1.3 MI SOUTH OF EMPIRE, IN THE NORTHEAST 1/4 OF SECTION 33,
 DF5475'T 3 S, R 74 W.
 DF5475'OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY.
 DF5475' 
 DF5475'TO REACH THE STATION FROM THE HARRY M. LOCKE DAM FACE AND INTERSTATE
 DF5475'70 SOUTHERN
 DF5475'ACCESS ROAD JUST NORTH OF GEORGETOWN, GO NORTH-NORTHEAST FOR 1.5 MI ON
 DF5475'THE SOUTHERN
 DF5475'ACCESS ROAD TO THE STATION ON THE RIGHT.
 DF5475' 
 DF5475'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A PARTIALLY EXPOSED
 DF5475'BOULDER 1.4 M BY 1.7 M
 DF5475'BY 0.5 M HIGH. IT IS 23.0 M EAST FROM A POWER POLE NUMBER 2069/7, 8.3
 DF5475'M SOUTHEAST FROM THE
 DF5475'CENTER LINE OF THE ROAD, 6.6 M NORTHWEST FROM THE SOUTHERN
 DF5475'RIGHT-OF-WAY FENCE, 0.4 M
 DF5475'NORTHWEST FROM A WITNESS POST AND ABOUT 50 CM ABOVE THE ROAD.
 DF5475'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5523 ***********************************************************************
 DF5523  DESIGNATION -  E 450
 DF5523  PID         -  DF5523
 DF5523  STATE/COUNTY-  CO/SUMMIT
 DF5523  USGS QUAD   -  DILLON (1987)
 DF5523
 DF5523                         *CURRENT SURVEY CONTROL
 DF5523  ___________________________________________________________________
 DF5523* NAD 83(1986)-  39 38 03.     (N)    106 03 09.     (W)     SCALED    
 DF5523* NAVD 88     -      2725.685  (meters)    8942.52   (feet)  ADJUSTED  
 DF5523  ___________________________________________________________________
 DF5523  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 DF5523  DYNAMIC HT  -        2722.310 (meters)    8931.45  (feet)  COMP
 DF5523  MODELED GRAV-     979,290.3   (mgal)                       NAVD 88
 DF5523
 DF5523  VERT ORDER  -  FIRST     CLASS II
 DF5523
 DF5523.The horizontal coordinates were scaled from a topographic map and have
 DF5523.an estimated accuracy of +/- 6 seconds.
 DF5523
 DF5523.The orthometric height was determined by differential leveling
 DF5523.and adjusted by the National Geodetic Survey in November 2003..
 DF5523
 DF5523.The geoid height was determined by GEOID03.
 DF5523
 DF5523.The dynamic height is computed by dividing the NAVD 88
 DF5523.geopotential number by the normal gravity value computed on the
 DF5523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5523.degrees latitude (g = 980.6199 gals.).
 DF5523
 DF5523.The modeled gravity was interpolated from observed gravity values.
 DF5523
 DF5523;                    North         East    Units  Estimated Accuracy
 DF5523;SPC CO C     -   504,860.      866,970.      MT  (+/- 180 meters Scaled)
 DF5523
 DF5523                          SUPERSEDED SURVEY CONTROL
 DF5523
 DF5523.No superseded survey control is available for this station.
 DF5523
 DF5523_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD096876(NAD 83)
 DF5523_MARKER: DV = VERTICAL CONTROL DISK
 DF5523_SETTING: 80 = SET IN A BOULDER
 DF5523_STAMPING: E 450 2001
 DF5523_MARK LOGO: NGS   
 DF5523_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5523+STABILITY: SURFACE MOTION
 DF5523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5523+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 DF5523
 DF5523  HISTORY     - Date     Condition        Report By
 DF5523  HISTORY     - 20010829 MONUMENTED       NGS
 DF5523  HISTORY     - 20060915 GOOD             USPSQD
 DF5523
 DF5523                          STATION DESCRIPTION
 DF5523
 DF5523'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5523'THE STATION IS LOCATED ABOUT 1.1 MI EAST OF SILVERTHORNE, 2.6 MI WEST
 DF5523'OF TENDERFOOT
 DF5523'MOUNTAIN AND 0.5 MI NORTHWEST OF DILLON, IN THE NORTHEAST 1/4 OF
 DF5523'SECTION 7, T 5 S, R 77 W,
 DF5523'AT INTERSTATE 70 MILEPOST 206.30. OWNERSHIP--COLORADO DEPARTMENT OF
 DF5523'TRANSPORTATION
 DF5523'RIGHT-OF-WAY.
 DF5523' 
 DF5523'TO REACH THE STATION FROM THE INTERSTATE 70 EXIT 205 UNDERPASS, U. S.
 DF5523'HIGHWAY 6,  GO
 DF5523'SOUTH 0.1 MI TO AN ON RAMP TO INTERSTATE 70 EASTBOUND. CONTINUE AHEAD,
 DF5523'EAST, 0.15 MI TO A
 DF5523'SIDE ROAD LEFT, DEER PATH ROAD. TURN LEFT, NORTHEAST, ON DEER PATH
 DF5523'ROAD FOR 0.7 MI TO A
 DF5523'CURVE TO THE RIGHT AND THE STATION ON THE LEFT AT THE OUTSIDE OF THE
 DF5523'CURVE. IT IS 0.05 MI
 DF5523'NORTHWEST OF THE INTERSECTION OF STRAIGHT CREEK DRIVE AND DEER PATH
 DF5523'ROAD.
 DF5523' 
 DF5523'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE THE TOP CENTER OF A
 DF5523'LARGE PEGMATITIE
 DF5523'BOULDER 2.8 M BY 2.0 M BY 1.0 M HIGH NEXT TO STRAIGHT CREEK. IT IS
 DF5523'29.2 M NORTH-NORTHWEST
 DF5523'FROM THE CENTER OF DEER PATH ROAD, 24.1 M EAST-SOUTHEAST FROM THE EDGE
 DF5523'OF OIL FOR THE
 DF5523'EASTBOUND LANES OF INTERSTATE 70, 3.3 M WEST-NORTHWEST FROM THE
 DF5523'EASTERN RIGHT-OF-WAY
 DF5523'FENCE AND WEST EDGE OF THE CREEK, 1.2 M EAST-SOUTHEAST FROM A WITNESS
 DF5523'POST AND ABOUT
 DF5523'2.5 M BELOW INTERSTATE 70.
 DF5523' 
 DF5523'
 DF5523
 DF5523                          STATION RECOVERY (2006)
 DF5523
 DF5523'RECOVERY NOTE BY US POWER SQUADRON 2006 (EDS)
 DF5523'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5493 ***********************************************************************
 DF5493  DESIGNATION -  E 451
 DF5493  PID         -  DF5493
 DF5493  STATE/COUNTY-  CO/CLEAR CREEK
 DF5493  USGS QUAD   -  GRAYS PEAK (1987)
 DF5493
 DF5493                         *CURRENT SURVEY CONTROL
 DF5493  ___________________________________________________________________
 DF5493* NAD 83(1986)-  39 42 07.     (N)    105 50 32.     (W)     SCALED    
 DF5493* NAVD 88     -      3096.881  (meters)   10160.35   (feet)  ADJUSTED  
 DF5493  ___________________________________________________________________
 DF5493  GEOID HEIGHT-         -12.27  (meters)                     GEOID03
 DF5493  DYNAMIC HT  -        3092.873 (meters)   10147.20  (feet)  COMP
 DF5493  MODELED GRAV-     979,219.7   (mgal)                       NAVD 88
 DF5493
 DF5493  VERT ORDER  -  FIRST     CLASS II
 DF5493
 DF5493.The horizontal coordinates were scaled from a topographic map and have
 DF5493.an estimated accuracy of +/- 6 seconds.
 DF5493
 DF5493.The orthometric height was determined by differential leveling
 DF5493.and adjusted by the National Geodetic Survey in November 2003..
 DF5493
 DF5493.The geoid height was determined by GEOID03.
 DF5493
 DF5493.The dynamic height is computed by dividing the NAVD 88
 DF5493.geopotential number by the normal gravity value computed on the
 DF5493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5493.degrees latitude (g = 980.6199 gals.).
 DF5493
 DF5493.The modeled gravity was interpolated from observed gravity values.
 DF5493
 DF5493;                    North         East    Units  Estimated Accuracy
 DF5493;SPC CO C     -   512,290.      885,050.      MT  (+/- 180 meters Scaled)
 DF5493
 DF5493                          SUPERSEDED SURVEY CONTROL
 DF5493
 DF5493.No superseded survey control is available for this station.
 DF5493
 DF5493_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD277950(NAD 83)
 DF5493_MARKER: DV = VERTICAL CONTROL DISK
 DF5493_SETTING: 66 = SET IN ROCK OUTCROP
 DF5493_STAMPING: E 451 2001
 DF5493_MARK LOGO: NGS   
 DF5493_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5493_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF5493+STABILITY: POSITION/ELEVATION WELL
 DF5493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5493+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2001
 DF5493
 DF5493  HISTORY     - Date     Condition        Report By
 DF5493  HISTORY     - 20010913 MONUMENTED       NGS
 DF5493
 DF5493                          STATION DESCRIPTION
 DF5493
 DF5493'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5493'THE STATION IS LOCATED ABOUT 2.1 MI WEST-NORTHWEST OF BAKERVILLE AND
 DF5493'1.65 MI SOUTHWEST
 DF5493'OF MOUNT PARNASSUS, AT INTERSTATE 70 MILEPOST 219.2.
 DF5493'OWNERSHIP--COLORADO DEPARTMENT
 DF5493'OF TRANSPORTATION RIGHT-OF-WAY.
 DF5493' 
 DF5493'TO REACH THE STATION FROM EXIT 221, THE BAKERVILLE EXIT OF INTERSTATE
 DF5493'70, GO WEST FOR 2.15
 DF5493'MI TO THE STATION ON THE RIGHT IN A ROCK OUTCROP.
 DF5493' 
 DF5493'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF A ROCK
 DF5493'OUTCROP 4.0 M BY 1.5
 DF5493'M BY 3 M HIGH. IT IS 16.5 M NORTH FROM THE CENTER LINE OF THE WEST
 DF5493'BOUND LANES
 DF5493'OF INTERSTATE 70, 9.6 M NORTH FROM THE EDGE OF OIL FOR THE INTERSTATE,
 DF5493'0.75 M SOUTHWEST
 DF5493'FROM A WITNESS POST AND ABOUT 2.5 M ABOVE THE INTERSTATE.
 DF5493'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9179 ***********************************************************************
 DH9179  DESIGNATION -  E 457
 DH9179  PID         -  DH9179
 DH9179  STATE/COUNTY-  CO/DENVER
 DH9179  USGS QUAD   -  MILE HIGH LAKES (1994)
 DH9179
 DH9179                         *CURRENT SURVEY CONTROL
 DH9179  ___________________________________________________________________
 DH9179* NAD 83(1986)-  39 53 03.     (N)    104 43 57.     (W)     SCALED    
 DH9179* NAVD 88     -      1587.585  (meters)    5208.60   (feet)  ADJUSTED  
 DH9179  ___________________________________________________________________
 DH9179  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 DH9179  DYNAMIC HT  -        1586.116 (meters)    5203.78  (feet)  COMP
 DH9179  MODELED GRAV-     979,644.8   (mgal)                       NAVD 88
 DH9179
 DH9179  VERT ORDER  -  SECOND    CLASS I
 DH9179
 DH9179.The horizontal coordinates were scaled from a topographic map and have
 DH9179.an estimated accuracy of +/- 6 seconds.
 DH9179
 DH9179.The orthometric height was determined by differential leveling
 DH9179.and adjusted by the National Geodetic Survey in July 2006..
 DH9179
 DH9179.The geoid height was determined by GEOID03.
 DH9179
 DH9179.The dynamic height is computed by dividing the NAVD 88
 DH9179.geopotential number by the normal gravity value computed on the
 DH9179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9179.degrees latitude (g = 980.6199 gals.).
 DH9179
 DH9179.The modeled gravity was interpolated from observed gravity values.
 DH9179
 DH9179;                    North         East    Units  Estimated Accuracy
 DH9179;SPC CO C     -   532,750.      980,050.      MT  (+/- 180 meters Scaled)
 DH9179
 DH9179                          SUPERSEDED SURVEY CONTROL
 DH9179
 DH9179.No superseded survey control is available for this station.
 DH9179
 DH9179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE228149(NAD 83)
 DH9179_MARKER: DV = VERTICAL CONTROL DISK
 DH9179_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH9179_SP_SET: BOX CULVERT HEADWALL
 DH9179_STAMPING: E 457 2005
 DH9179_MARK LOGO: NGS   
 DH9179_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH9179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9179+STABILITY: SURFACE MOTION
 DH9179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9179+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 DH9179
 DH9179  HISTORY     - Date     Condition        Report By
 DH9179  HISTORY     - 20051026 MONUMENTED       WOOLPT
 DH9179
 DH9179                          STATION DESCRIPTION
 DH9179
 DH9179'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9179'DESCRIBED BY WOOLPERT,INC. 2005 (CRR)
 DH9179' 
 DH9179'THE STATION IS LOCATED 7.2 KM (4.5 MI) SOUTHEAST OF BARR LAKE, 5.7 KM
 DH9179'(3.5 MI) NORTH OF THE  INTERSECTION OF E470 AND PENA BOULEVARD, AND
 DH9179'6.4 KM (4.0 MI) NORTHWEST OF THE DIA  TERMINAL.  OWNERSHIP - CITY AND
 DH9179'COUNTY OF DENVER INTERNATIONAL AIRPORT, MR. KEN CONLAN,
 DH9179'(303)342-8665.
 DH9179' 
 DH9179'TO REACH THE STATION FROM THE INTERSECTION OF E470 AND 96TH AVENUE,
 DH9179'HEAD EAST THEN  NORTH ON 96TH AVENUE (QUENCY STREET) 3.4 KM (2.1 MI)
 DH9179'TO THE STATION ON THE LEFT.
 DH9179' 
 DH9179'THE STATION IS A NGS BRASS DISK SET ON THE TOP OF THE HEADWALL
 DH9179'(NORTHWEST CORNER) OF A  LARGE BOX CULVERT. IT IS 15.4 M (50.4 FT)
 DH9179'SOUTHWEST OF A GUARD POST WITH A NAIL ON TOP, 13.6  M (44.6 FT) WEST
 DH9179'OF THE WEST EDGE OF QUINCY STREET, AND 12.1 M (39.7 FT) WEST OF A
 DH9179'GUARD  POST WITH A NAIL ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0027 ***********************************************************************
 LN0027  DESIGNATION -  E 46
 LN0027  PID         -  LN0027
 LN0027  STATE/COUNTY-  CO/MOFFAT
 LN0027  USGS QUAD   -  PECK MESA (1986)
 LN0027
 LN0027                         *CURRENT SURVEY CONTROL
 LN0027  ___________________________________________________________________
 LN0027* NAD 83(1986)-  40 30 08.     (N)    108 16 08.     (W)     SCALED    
 LN0027* NAVD 88     -      1851.188  (meters)    6073.44   (feet)  POSTED    
 LN0027  ___________________________________________________________________
 LN0027  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 LN0027  DYNAMIC HT  -        1849.410 (meters)    6067.61  (feet)  COMP
 LN0027  MODELED GRAV-     979,602.0   (mgal)                       NAVD 88
 LN0027
 LN0027  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LN0027
 LN0027.The horizontal coordinates were scaled from a topographic map and have
 LN0027.an estimated accuracy of +/- 6 seconds.
 LN0027
 LN0027.The orthometric height was determined by differential leveling
 LN0027.and adjusted by the National Geodetic Survey in 1992..
 LN0027.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LN0027.rate of 1.1 thru 2.0 mm/km.
 LN0027
 LN0027.The geoid height was determined by GEOID03.
 LN0027
 LN0027.The dynamic height is computed by dividing the NAVD 88
 LN0027.geopotential number by the normal gravity value computed on the
 LN0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0027.degrees latitude (g = 980.6199 gals.).
 LN0027
 LN0027.The modeled gravity was interpolated from observed gravity values.
 LN0027
 LN0027;                    North         East    Units  Estimated Accuracy
 LN0027;SPC CO N     -   438,250.      679,740.      MT  (+/- 180 meters Scaled)
 LN0027
 LN0027                          SUPERSEDED SURVEY CONTROL
 LN0027
 LN0027  NGVD 29 (??/??/92) 1849.890  (m)         6069.18   (f) ADJ UNCH    1 2
 LN0027
 LN0027.Superseded values are not recommended for survey control.
 LN0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0027.See file dsdata.txt to determine how the superseded data were derived.
 LN0027
 LN0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK314870(NAD 83)
 LN0027_MARKER: DB = BENCH MARK DISK
 LN0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0027_STAMPING: E 46 1934
 LN0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0027+STABILITY: SURFACE MOTION
 LN0027
 LN0027  HISTORY     - Date     Condition        Report By
 LN0027  HISTORY     - 1934     MONUMENTED       CGS
 LN0027  HISTORY     - 1960     GOOD             USGS
 LN0027
 LN0027                          STATION DESCRIPTION
 LN0027
 LN0027'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 LN0027'12.6 MI W FROM MAYBELL.
 LN0027'6.1 MILES WEST ALONG COLO. 318 FROM MAYBELL (JUNCTION OF U. S. 40 AND
 LN0027'COLO. 318), 6.5 WEST ALONG GRADED ROAD, 3/4 MILE EAST OF A LARGE WHITE
 LN0027'RANCH HOUSE IN THE YAMPA RIVER VALLEY, 48 YARDS WEST OF A TELEPHONE
 LN0027'POLE, AND 43 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 LN0027'DISK, STAMPED E 46 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0003 ***********************************************************************
 KL0003  DESIGNATION -  E 47
 KL0003  PID         -  KL0003
 KL0003  STATE/COUNTY-  CO/EAGLE
 KL0003  USGS QUAD   -  MINTURN (1987)
 KL0003
 KL0003                         *CURRENT SURVEY CONTROL
 KL0003  ___________________________________________________________________
 KL0003* NAD 83(1986)-  39 36 48.     (N)    106 27 28.     (W)     SCALED    
 KL0003* NAVD 88     -      2345.986  (meters)    7696.79   (feet)  ADJUSTED  
 KL0003  ___________________________________________________________________
 KL0003  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 KL0003  DYNAMIC HT  -        2343.270 (meters)    7687.88  (feet)  COMP
 KL0003  MODELED GRAV-     979,385.1   (mgal)                       NAVD 88
 KL0003
 KL0003  VERT ORDER  -  FIRST     CLASS II
 KL0003
 KL0003.The horizontal coordinates were scaled from a topographic map and have
 KL0003.an estimated accuracy of +/- 6 seconds.
 KL0003
 KL0003.The orthometric height was determined by differential leveling
 KL0003.and adjusted by the National Geodetic Survey in June 1991..
 KL0003
 KL0003.The geoid height was determined by GEOID03.
 KL0003
 KL0003.The dynamic height is computed by dividing the NAVD 88
 KL0003.geopotential number by the normal gravity value computed on the
 KL0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0003.degrees latitude (g = 980.6199 gals.).
 KL0003
 KL0003.The modeled gravity was interpolated from observed gravity values.
 KL0003
 KL0003;                    North         East    Units  Estimated Accuracy
 KL0003;SPC CO C     -   502,830.      832,160.      MT  (+/- 180 meters Scaled)
 KL0003
 KL0003                          SUPERSEDED SURVEY CONTROL
 KL0003
 KL0003  NGVD 29 (??/??/92) 2344.497  (m)         7691.90   (f) ADJ UNCH    1 2
 KL0003
 KL0003.Superseded values are not recommended for survey control.
 KL0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0003.See file dsdata.txt to determine how the superseded data were derived.
 KL0003
 KL0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD748858(NAD 83)
 KL0003_MARKER: DB = BENCH MARK DISK
 KL0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KL0003_SP_SET: ABUTMENT
 KL0003_STAMPING: E 47 1934
 KL0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0003
 KL0003  HISTORY     - Date     Condition        Report By
 KL0003  HISTORY     - 1934     MONUMENTED       CGS
 KL0003  HISTORY     - 1951     GOOD             NGS
 KL0003  HISTORY     - 1954     GOOD             NGS
 KL0003  HISTORY     - 20060907 MARK NOT FOUND   USPSQD
 KL0003
 KL0003                          STATION DESCRIPTION
 KL0003
 KL0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KL0003'2.1 MI NW FROM MINTURN.
 KL0003'2.1 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KL0003'FROM THE ROUND HOUSE AT MINTURN, 0.2 MILE NORTHWEST OF A CONCRETE
 KL0003'HIGHWAY BRIDGE OVER THE EAGLE RIVER, 6.5 FEET SOUTHWEST OF THE
 KL0003'SOUTHWEST RAIL, SET IN THE TOP OF THE WEST END OF THE NORTH CONCRETE
 KL0003'ABUTMENT OF BRIDGE 303.96 OVER THE EAGLE RIVER.
 KL0003
 KL0003                          STATION RECOVERY (1954)
 KL0003
 KL0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 KL0003'RECOVERED IN GOOD CONDITION.
 KL0003
 KL0003                          STATION RECOVERY (2006)
 KL0003
 KL0003'RECOVERY NOTE BY US POWER SQUADRON 2006 (EDS)
 KL0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0283 ***********************************************************************
 LN0283  DESIGNATION -  E 48
 LN0283  PID         -  LN0283
 LN0283  STATE/COUNTY-  CO/MOFFAT
 LN0283  USGS QUAD   -  SNAKE JOHN REEF (1972)
 LN0283
 LN0283                         *CURRENT SURVEY CONTROL
 LN0283  ___________________________________________________________________
 LN0283* NAD 83(1986)-  40 16 24.     (N)    109 03 01.     (W)     SCALED    
 LN0283* NAVD 88     -      1709.283  (meters)    5607.87   (feet)  POSTED    
 LN0283  ___________________________________________________________________
 LN0283  GEOID HEIGHT-         -16.33  (meters)                     GEOID03
 LN0283  DYNAMIC HT  -        1707.730 (meters)    5602.78  (feet)  COMP
 LN0283  MODELED GRAV-     979,659.3   (mgal)                       NAVD 88
 LN0283
 LN0283  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LN0283
 LN0283.The horizontal coordinates were scaled from a topographic map and have
 LN0283.an estimated accuracy of +/- 6 seconds.
 LN0283
 LN0283.The orthometric height was determined by differential leveling
 LN0283.and adjusted by the National Geodetic Survey in 1992..
 LN0283.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LN0283.rate of 0.0 thru 1.0 mm/km.
 LN0283
 LN0283.The geoid height was determined by GEOID03.
 LN0283
 LN0283.The dynamic height is computed by dividing the NAVD 88
 LN0283.geopotential number by the normal gravity value computed on the
 LN0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0283.degrees latitude (g = 980.6199 gals.).
 LN0283
 LN0283.The modeled gravity was interpolated from observed gravity values.
 LN0283
 LN0283;                    North         East    Units  Estimated Accuracy
 LN0283;SPC CO N     -   415,210.      612,540.      MT  (+/- 180 meters Scaled)
 LN0283
 LN0283                          SUPERSEDED SURVEY CONTROL
 LN0283
 LN0283  NGVD 29 (??/??/92) 1708.068  (m)         5603.89   (f) ADJ UNCH    1 2
 LN0283
 LN0283.Superseded values are not recommended for survey control.
 LN0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0283.See file dsdata.txt to determine how the superseded data were derived.
 LN0283
 LN0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK657599(NAD 83)
 LN0283_MARKER: DB = BENCH MARK DISK
 LN0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0283_STAMPING: E 48 1934
 LN0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0283+STABILITY: SURFACE MOTION
 LN0283
 LN0283  HISTORY     - Date     Condition        Report By
 LN0283  HISTORY     - 1934     MONUMENTED       CGS
 LN0283  HISTORY     - 1966     MARK NOT FOUND   USGS
 LN0283  HISTORY     - 1981     MARK NOT FOUND   NGS
 LN0283
 LN0283                          STATION DESCRIPTION
 LN0283
 LN0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0283'23.8 MI W FROM MASSADONA.
 LN0283'23.8 MILES WEST ALONG U.S. HIGHWAY 40 FROM MASSADONA, MOFFAT COUNTY,
 LN0283'28 FEET EAST OF THE COLORADO-UTAH STATE LINE, AND 66 FEET NORTHEAST OF
 LN0283'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED E 48 1934 AND
 LN0283'SET IN THE TOP OF A CONCRETE POST.
 LN0283
 LN0283                          STATION RECOVERY (1966)
 LN0283
 LN0283'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LN0283'MARK NOT FOUND.
 LN0283
 LN0283                          STATION RECOVERY (1981)
 LN0283
 LN0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LN0283'THE HIGHWAY HAS BEEN WIDENED AND AN EXTRA WIDE SHOULDER HAS BEEN SET
 LN0283'AT THE STATE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0481 ***********************************************************************
 LL0481  DESIGNATION -  E 5
 LL0481  PID         -  LL0481
 LL0481  STATE/COUNTY-  CO/LARIMER
 LL0481  USGS QUAD   -  FORT COLLINS (1984)
 LL0481
 LL0481                         *CURRENT SURVEY CONTROL
 LL0481  ___________________________________________________________________
 LL0481* NAD 83(1986)-  40 35 06.     (N)    105 04 24.     (W)     SCALED    
 LL0481* NAVD 88     -      1517.248  (meters)    4977.84   (feet)  ADJUSTED  
 LL0481  ___________________________________________________________________
 LL0481  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 LL0481  DYNAMIC HT  -        1515.972 (meters)    4973.65  (feet)  COMP
 LL0481  MODELED GRAV-     979,731.2   (mgal)                       NAVD 88
 LL0481
 LL0481  VERT ORDER  -  SECOND    CLASS 0
 LL0481
 LL0481.The horizontal coordinates were scaled from a topographic map and have
 LL0481.an estimated accuracy of +/- 6 seconds.
 LL0481
 LL0481.The orthometric height was determined by differential leveling
 LL0481.and adjusted by the National Geodetic Survey in June 1991..
 LL0481
 LL0481.The geoid height was determined by GEOID03.
 LL0481
 LL0481.The dynamic height is computed by dividing the NAVD 88
 LL0481.geopotential number by the normal gravity value computed on the
 LL0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0481.degrees latitude (g = 980.6199 gals.).
 LL0481
 LL0481.The modeled gravity was interpolated from observed gravity values.
 LL0481
 LL0481;                    North         East    Units  Estimated Accuracy
 LL0481;SPC CO N     -   443,860.      950,520.      MT  (+/- 180 meters Scaled)
 LL0481
 LL0481                          SUPERSEDED SURVEY CONTROL
 LL0481
 LL0481  NGVD 29 (??/??/92) 1516.282  (m)         4974.67   (f) ADJ UNCH    2 0
 LL0481
 LL0481.Superseded values are not recommended for survey control.
 LL0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0481.See file dsdata.txt to determine how the superseded data were derived.
 LL0481
 LL0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE937926(NAD 83)
 LL0481_MARKER: DD = SURVEY DISK
 LL0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0481+STABILITY: SURFACE MOTION
 LL0481
 LL0481  HISTORY     - Date     Condition        Report By
 LL0481  HISTORY     - UNK      MONUMENTED       CGS
 LL0481  HISTORY     - 1934     GOOD             NGS
 LL0481  HISTORY     - 1934     GOOD             NGS
 LL0481  HISTORY     - 1980     MARK NOT FOUND   USGS
 LL0481
 LL0481                          STATION DESCRIPTION
 LL0481
 LL0481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LL0481'IN FT COLLINS.
 LL0481'IN FT. COLLINS, LARIMER COUNTY, COLORADO, IN LIBRARY PARK, BETWEEN
 LL0481'OLIVE AND OAK STREETS, WEST OF PETERSON ST., 125 FEET EAST OF
 LL0481'SOUTHEAST CORNER OF LIBRARY BUILDING, TABLET IN CONCRETE POST,
 LL0481'9 INCHES ABOVE SURFACE OF GROUND.
 LL0481
 LL0481                          STATION RECOVERY (1934)
 LL0481
 LL0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 LL0481'RECOVERED IN GOOD CONDITION.
 LL0481
 LL0481                          STATION RECOVERY (1980)
 LL0481
 LL0481'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 LL0481'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0038 ***********************************************************************
 JL0038  DESIGNATION -  E 5
 JL0038  PID         -  JL0038
 JL0038  STATE/COUNTY-  CO/CHAFFEE
 JL0038  USGS QUAD   -  HARVARD LAKES (1994)
 JL0038
 JL0038                         *CURRENT SURVEY CONTROL
 JL0038  ___________________________________________________________________
 JL0038* NAD 83(1986)-  38 55 33.     (N)    106 10 20.     (W)     SCALED    
 JL0038* NAVD 88     -      2521.119  (meters)    8271.37   (feet)  ADJUSTED  
 JL0038  ___________________________________________________________________
 JL0038  GEOID HEIGHT-         -13.63  (meters)                     GEOID03
 JL0038  DYNAMIC HT  -        2517.884 (meters)    8260.76  (feet)  COMP
 JL0038  MODELED GRAV-     979,254.8   (mgal)                       NAVD 88
 JL0038
 JL0038  VERT ORDER  -  FIRST     CLASS II
 JL0038
 JL0038.The horizontal coordinates were scaled from a topographic map and have
 JL0038.an estimated accuracy of +/- 6 seconds.
 JL0038
 JL0038.The orthometric height was determined by differential leveling
 JL0038.and adjusted by the National Geodetic Survey in June 1991..
 JL0038.WARNING-Repeat measurements at this control monument indicate possible
 JL0038.vertical movement.
 JL0038
 JL0038.The geoid height was determined by GEOID03.
 JL0038
 JL0038.The dynamic height is computed by dividing the NAVD 88
 JL0038.geopotential number by the normal gravity value computed on the
 JL0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0038.degrees latitude (g = 980.6199 gals.).
 JL0038
 JL0038.The modeled gravity was interpolated from observed gravity values.
 JL0038
 JL0038;                    North         East    Units  Estimated Accuracy
 JL0038;SPC CO C     -   426,290.      856,110.      MT  (+/- 180 meters Scaled)
 JL0038
 JL0038                          SUPERSEDED SURVEY CONTROL
 JL0038
 JL0038  NGVD 29 (??/??/92) 2519.489  (m)         8266.02   (f) ADJ UNCH    1 2
 JL0038
 JL0038.Superseded values are not recommended for survey control.
 JL0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0038.See file dsdata.txt to determine how the superseded data were derived.
 JL0038
 JL0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD983091(NAD 83)
 JL0038_MARKER: DB = BENCH MARK DISK
 JL0038_SETTING: 66 = SET IN ROCK OUTCROP
 JL0038_SP_SET: ROCK OUTCROP
 JL0038_STAMPING: E 5 1925
 JL0038_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0038+STABILITY: POSITION/ELEVATION WELL
 JL0038
 JL0038  HISTORY     - Date     Condition        Report By
 JL0038  HISTORY     - 1925     MONUMENTED       CGS
 JL0038  HISTORY     - 1953     GOOD             NGS
 JL0038
 JL0038                          STATION DESCRIPTION
 JL0038
 JL0038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JL0038'6.25 MI NW FROM BUENA VISTA.
 JL0038'6.25 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0038'FROM THE STATION AT BUENA VISTA, 0.4 MILE SOUTHEAST OF MILEPOST 247,
 JL0038'0.25 MILE NORTHWEST OF BRIDGE 246.43 OVER THE ARKANSAS RIVER, 31 FEET
 JL0038'NORTHEAST OF THE NORTHEAST RAIL, 18 FEET SOUTHWEST OF A FENCE, 1.7
 JL0038'FEET NORTHEAST OF A ROW OF TELEPHONE POLES, 3 FEET ABOVE THE GROUND,
 JL0038'SET IN THE TOP OF A 12X12 FOOT GRANITE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0577 ***********************************************************************
 LL0577  DESIGNATION -  E 5
 LL0577  PID         -  LL0577
 LL0577  STATE/COUNTY-  CO/LARIMER
 LL0577  USGS QUAD   -  DRAKE (1984)
 LL0577
 LL0577                         *CURRENT SURVEY CONTROL
 LL0577  ___________________________________________________________________
 LL0577* NAD 83(1986)-  40 25 55.     (N)    105 19 50.     (W)     SCALED    
 LL0577* NAVD 88     -      1869.466  (meters)    6133.41   (feet)  ADJUSTED  
 LL0577  ___________________________________________________________________
 LL0577  GEOID HEIGHT-         -14.02  (meters)                     GEOID03
 LL0577  DYNAMIC HT  -        1867.705 (meters)    6127.63  (feet)  COMP
 LL0577  MODELED GRAV-     979,616.9   (mgal)                       NAVD 88
 LL0577
 LL0577  VERT ORDER  -  SECOND    CLASS 0
 LL0577
 LL0577.The horizontal coordinates were scaled from a topographic map and have
 LL0577.an estimated accuracy of +/- 6 seconds.
 LL0577
 LL0577.The orthometric height was determined by differential leveling
 LL0577.and adjusted by the National Geodetic Survey in June 1991..
 LL0577
 LL0577.The geoid height was determined by GEOID03.
 LL0577
 LL0577.The dynamic height is computed by dividing the NAVD 88
 LL0577.geopotential number by the normal gravity value computed on the
 LL0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0577.degrees latitude (g = 980.6199 gals.).
 LL0577
 LL0577.The modeled gravity was interpolated from observed gravity values.
 LL0577
 LL0577;                    North         East    Units  Estimated Accuracy
 LL0577;SPC CO N     -   426,800.      928,780.      MT  (+/- 180 meters Scaled)
 LL0577
 LL0577                          SUPERSEDED SURVEY CONTROL
 LL0577
 LL0577  NGVD 29 (??/??/92) 1868.349  (m)         6129.74   (f) ADJ UNCH    2 0
 LL0577
 LL0577.Superseded values are not recommended for survey control.
 LL0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0577.See file dsdata.txt to determine how the superseded data were derived.
 LL0577
 LL0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE719757(NAD 83)
 LL0577_MARKER: DD = SURVEY DISK
 LL0577_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LL0577_SP_SET: ROCK
 LL0577_STAMPING: E 5 6127.927 1939
 LL0577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0577
 LL0577  HISTORY     - Date     Condition        Report By
 LL0577  HISTORY     - 1939     MONUMENTED       BOR
 LL0577  HISTORY     - 1939     GOOD             NGS
 LL0577
 LL0577                          STATION DESCRIPTION
 LL0577
 LL0577'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 LL0577'13.8 MI E FROM ESTES PARK.
 LL0577'13.8 MILES NORTHEAST ALONG U.S. HIGHWAY 34 (BIG THOMPSON ROAD)
 LL0577'FROM THE POST OFFICE AT ESTES PARK, LARIMER COUNTY, 0.45 MILE EAST
 LL0577'OF DRAKE, ON THE NORTH SIDE OF BIG THOMPSON RIVER, ACROSS THE ROAD
 LL0577'FROM A PARKING AREA, MIDWAY BETWEEN TWO GREEN REST ROOMS, 22 FEET
 LL0577'NORTH OF THE NORTH SHOULDER OF THE ROAD, IN THE TOP OF A BLACK
 LL0577'SCHIST ROCK, AND 5 FEET HIGHER THAN THE ROAD.  A UNITED STATES BUREAU
 LL0577'OF RECLAMATION STANDARD DISK, STAMPED E 5 6127.927 1939.  NOTE-- THIS
 LL0577'BENCH MARK IS ALSO 18.0 MILES WEST OF LOVELAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0413 ***********************************************************************
 LL0413  DESIGNATION -  E 50
 LL0413  PID         -  LL0413
 LL0413  STATE/COUNTY-  CO/LARIMER
 LL0413  USGS QUAD   -  LAPORTE (1979)
 LL0413
 LL0413                         *CURRENT SURVEY CONTROL
 LL0413  ___________________________________________________________________
 LL0413* NAD 83(1986)-  40 40 25.     (N)    105 11 19.     (W)     SCALED    
 LL0413* NAVD 88     -      1611.710  (meters)    5287.75   (feet)  ADJUSTED  
 LL0413  ___________________________________________________________________
 LL0413  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 LL0413  DYNAMIC HT  -        1610.362 (meters)    5283.33  (feet)  COMP
 LL0413  MODELED GRAV-     979,731.2   (mgal)                       NAVD 88
 LL0413
 LL0413  VERT ORDER  -  SECOND    CLASS 0
 LL0413
 LL0413.The horizontal coordinates were scaled from a topographic map and have
 LL0413.an estimated accuracy of +/- 6 seconds.
 LL0413
 LL0413.The orthometric height was determined by differential leveling
 LL0413.and adjusted by the National Geodetic Survey in June 1991..
 LL0413
 LL0413.The geoid height was determined by GEOID03.
 LL0413
 LL0413.The dynamic height is computed by dividing the NAVD 88
 LL0413.geopotential number by the normal gravity value computed on the
 LL0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0413.degrees latitude (g = 980.6199 gals.).
 LL0413
 LL0413.The modeled gravity was interpolated from observed gravity values.
 LL0413
 LL0413;                    North         East    Units  Estimated Accuracy
 LL0413;SPC CO N     -   453,660.      940,730.      MT  (+/- 180 meters Scaled)
 LL0413
 LL0413                          SUPERSEDED SURVEY CONTROL
 LL0413
 LL0413  NGVD 29 (??/??/92) 1610.757  (m)         5284.63   (f) ADJ UNCH    2 0
 LL0413
 LL0413.Superseded values are not recommended for survey control.
 LL0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0413.See file dsdata.txt to determine how the superseded data were derived.
 LL0413
 LL0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF840025(NAD 83)
 LL0413_MARKER: DD = SURVEY DISK
 LL0413_SETTING: 66 = SET IN ROCK OUTCROP
 LL0413_SP_SET: SANDSTONE
 LL0413_STAMPING: E 50 1943 5282.740
 LL0413_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL0413+STABILITY: POSITION/ELEVATION WELL
 LL0413
 LL0413  HISTORY     - Date     Condition        Report By
 LL0413  HISTORY     - 1943     MONUMENTED       BOR
 LL0413  HISTORY     - 1943     GOOD             NGS
 LL0413
 LL0413                          STATION DESCRIPTION
 LL0413
 LL0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LL0413'0.7 MI N FROM TEDS PLACE.
 LL0413'0.7 MILE NORTH ALONG U.S. HIGHWAY 287 FROM TEDS PLACE, LARIMER
 LL0413'COUNTY 150 FEET SOUTHEAST OF A CATTLE PASS ON THE HIGHWAY, 33.6
 LL0413'FEET SOUTHEAST OF THE CENTER OF THE COLORADO AND SOUTHERN RAILWAY
 LL0413'TRACK, 25.5 FEET NORTHEAST OF POLE 7, UNDER A TELEPHONE LINE, IN
 LL0413'THE TOP OF A LARGE SLOPING SANDSTONE ROCK, AND 2 FEET HIGHER THAN
 LL0413'THE TRACK.  A UNITED STATES BUREAU OF RECLAMATION STANDARD DISK,
 LL0413'STAMPED E 50 1943 5282.740.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0415 ***********************************************************************
 LL0415  DESIGNATION -  E 51
 LL0415  PID         -  LL0415
 LL0415  STATE/COUNTY-  CO/LARIMER
 LL0415  USGS QUAD   -  LAPORTE (1979)
 LL0415
 LL0415                         *CURRENT SURVEY CONTROL
 LL0415  ___________________________________________________________________
 LL0415* NAD 83(1986)-  40 44 16.     (N)    105 08 32.     (W)     SCALED    
 LL0415* NAVD 88     -      1664.113  (meters)    5459.68   (feet)  ADJUSTED  
 LL0415  ___________________________________________________________________
 LL0415  GEOID HEIGHT-         -15.06  (meters)                     GEOID03
 LL0415  DYNAMIC HT  -        1662.694 (meters)    5455.02  (feet)  COMP
 LL0415  MODELED GRAV-     979,712.8   (mgal)                       NAVD 88
 LL0415
 LL0415  VERT ORDER  -  SECOND    CLASS 0
 LL0415
 LL0415.The horizontal coordinates were scaled from a topographic map and have
 LL0415.an estimated accuracy of +/- 6 seconds.
 LL0415
 LL0415.The orthometric height was determined by differential leveling
 LL0415.and adjusted by the National Geodetic Survey in June 1991..
 LL0415
 LL0415.The geoid height was determined by GEOID03.
 LL0415
 LL0415.The dynamic height is computed by dividing the NAVD 88
 LL0415.geopotential number by the normal gravity value computed on the
 LL0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0415.degrees latitude (g = 980.6199 gals.).
 LL0415
 LL0415.The modeled gravity was interpolated from observed gravity values.
 LL0415
 LL0415;                    North         East    Units  Estimated Accuracy
 LL0415;SPC CO N     -   460,800.      944,620.      MT  (+/- 180 meters Scaled)
 LL0415
 LL0415                          SUPERSEDED SURVEY CONTROL
 LL0415
 LL0415  NGVD 29 (??/??/92) 1663.134  (m)         5456.47   (f) ADJ UNCH    2 0
 LL0415
 LL0415.Superseded values are not recommended for survey control.
 LL0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0415.See file dsdata.txt to determine how the superseded data were derived.
 LL0415
 LL0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF879096(NAD 83)
 LL0415_MARKER: DD = SURVEY DISK
 LL0415_SETTING: 66 = SET IN ROCK OUTCROP
 LL0415_SP_SET: FLAT ROCK
 LL0415_STAMPING: E 51 1943 5454.588
 LL0415_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL0415+STABILITY: POSITION/ELEVATION WELL
 LL0415
 LL0415  HISTORY     - Date     Condition        Report By
 LL0415  HISTORY     - 1943     MONUMENTED       BOR
 LL0415  HISTORY     - 1959     MARK NOT FOUND   NGS
 LL0415  HISTORY     - 1959     MARK NOT FOUND   USGS
 LL0415
 LL0415                          STATION DESCRIPTION
 LL0415
 LL0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LL0415'1.3 MI N FROM WAVERLY.
 LL0415'1.3 MILES NORTH ALONG A COUNTRY ROAD FROM WAVERLY SCHOOL AT
 LL0415'WAVERLY, LARIMER COUNTY, THENCE 3.1 MILES WEST ALONG A COUNTY
 LL0415'ROAD TO A RIGHT-ANGLE TURN, AND THENCE 1.3 MILES SOUTH ALONG A
 LL0415'FIELD ROAD, 0.5 MILE NORTH OF A SMALL LAKE, IN THE CENTER NEAR
 LL0415'THE NORTH LINE OF SEC. 20, T. 9 N., R 69 W., SIXTH PRINCIPAL
 LL0415'MERIDAN, BETWEEN THE FIRST AND SECOND HOGBACKS, AT A SADDLE
 LL0415'DIVIDING THE NORTH AND SOUTH DRAINAGE DITCHES, 300 FEET WEST OF
 LL0415'AND 15 FEET ABOVE THE SADDLE, NEAR A ROCK CAIRN, AND IN THE TOP
 LL0415'OF A LARGE FLAT ROCK.  A UNITED STATES BUREAU OF RECLAMATION
 LL0415'STANDARD DISK, STAMPED E 51 1943 5454.588.
 LL0415
 LL0415                          STATION RECOVERY (1959)
 LL0415
 LL0415'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LL0415'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0416 ***********************************************************************
 LL0416  DESIGNATION -  E 52
 LL0416  PID         -  LL0416
 LL0416  STATE/COUNTY-  CO/LARIMER
 LL0416  USGS QUAD   -  LIVERMORE (1978)
 LL0416
 LL0416                         *CURRENT SURVEY CONTROL
 LL0416  ___________________________________________________________________
 LL0416* NAD 83(1986)-  40 45 18.     (N)    105 08 01.     (W)     SCALED    
 LL0416* NAVD 88     -      1641.140  (meters)    5384.31   (feet)  ADJUSTED  
 LL0416  ___________________________________________________________________
 LL0416  GEOID HEIGHT-         -15.09  (meters)                     GEOID03
 LL0416  DYNAMIC HT  -        1639.740 (meters)    5379.71  (feet)  COMP
 LL0416  MODELED GRAV-     979,713.8   (mgal)                       NAVD 88
 LL0416
 LL0416  VERT ORDER  -  FIRST     CLASS II
 LL0416
 LL0416.The horizontal coordinates were scaled from a topographic map and have
 LL0416.an estimated accuracy of +/- 6 seconds.
 LL0416
 LL0416.The orthometric height was determined by differential leveling
 LL0416.and adjusted by the National Geodetic Survey in June 1991..
 LL0416
 LL0416.The geoid height was determined by GEOID03.
 LL0416
 LL0416.The dynamic height is computed by dividing the NAVD 88
 LL0416.geopotential number by the normal gravity value computed on the
 LL0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0416.degrees latitude (g = 980.6199 gals.).
 LL0416
 LL0416.The modeled gravity was interpolated from observed gravity values.
 LL0416
 LL0416;                    North         East    Units  Estimated Accuracy
 LL0416;SPC CO N     -   462,720.      945,340.      MT  (+/- 180 meters Scaled)
 LL0416
 LL0416                          SUPERSEDED SURVEY CONTROL
 LL0416
 LL0416.No superseded survey control is available for this station.
 LL0416
 LL0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF887115(NAD 83)
 LL0416_MARKER: DD = SURVEY DISK
 LL0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0416_STAMPING: E 52 1943 5379.210
 LL0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0416+STABILITY: SURFACE MOTION
 LL0416
 LL0416  HISTORY     - Date     Condition        Report By
 LL0416  HISTORY     - 1943     MONUMENTED       BOR
 LL0416  HISTORY     - 1943     GOOD             NGS
 LL0416  HISTORY     - 1954     GOOD             NGS
 LL0416  HISTORY     - 1984     GOOD             NGS
 LL0416
 LL0416                          STATION DESCRIPTION
 LL0416
 LL0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LL0416'4.7 MI NW FROM WAVERLY.
 LL0416'1.3 MILES NORTH ALONG A COUNTY ROAD FROM WAVERLY SCHOOL AT
 LL0416'WAVERLY, LARIMER COUNTY, THENCE 3.1 MILES WEST ALONG A COUNTY ROAD,
 LL0416'NEAR THE SOUTHWEST CORNER OF SEC. 9, T. 9 N., R. 69 W., 300 FEET
 LL0416'WEST OF RIPPLES RANCH HOUSE, AT A RIGHT-ANGLE TURN IN THE ROAD,
 LL0416'21.7 FEET NORTH OF A FENCE CORNER, AND 0.75 FOOT WEST OF THE EAST
 LL0416'RIGHT-OF-WAY FENCE.  A UNITED STATES BUREAU OF RECLAMATION
 LL0416'STANDARD DISK, STAMPED E 52 1943 5379.210 AND SET IN THE TOP OF A
 LL0416'CONCRETE POST.
 LL0416
 LL0416                          STATION RECOVERY (1954)
 LL0416
 LL0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 LL0416'RECOVERED IN GOOD CONDITION.
 LL0416
 LL0416                          STATION RECOVERY (1984)
 LL0416
 LL0416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0416'ADDITIONS: IT IS 30.5 M (100 FT) NORTHEAST OF A BLM SECTION CORNER
 LL0416'FOR SEC 9, T 9 N, R 69 W, 15.3 M (50 FT) NORTH FROM COUNTY ROAD 70 W,
 LL0416'AND 9.4 M (31 FT) EAST FRO M COUNTY ROAD 21 N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0229 ***********************************************************************
 KJ0229  DESIGNATION -  E 52
 KJ0229  PID         -  KJ0229
 KJ0229  STATE/COUNTY-  CO/ELBERT
 KJ0229  USGS QUAD   -  LIMON (1970)
 KJ0229
 KJ0229                         *CURRENT SURVEY CONTROL
 KJ0229  ___________________________________________________________________
 KJ0229* NAD 83(1986)-  39 16 27.     (N)    103 44 41.     (W)     SCALED    
 KJ0229* NAVD 88     -      1653.265  (meters)    5424.09   (feet)  ADJUSTED  
 KJ0229  ___________________________________________________________________
 KJ0229  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 KJ0229  DYNAMIC HT  -        1651.671 (meters)    5418.86  (feet)  COMP
 KJ0229  MODELED GRAV-     979,604.5   (mgal)                       NAVD 88
 KJ0229
 KJ0229  VERT ORDER  -  FIRST     CLASS II
 KJ0229
 KJ0229.The horizontal coordinates were scaled from a topographic map and have
 KJ0229.an estimated accuracy of +/- 6 seconds.
 KJ0229
 KJ0229.The orthometric height was determined by differential leveling
 KJ0229.and adjusted by the National Geodetic Survey in June 1991..
 KJ0229
 KJ0229.The geoid height was determined by GEOID03.
 KJ0229
 KJ0229.The dynamic height is computed by dividing the NAVD 88
 KJ0229.geopotential number by the normal gravity value computed on the
 KJ0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0229.degrees latitude (g = 980.6199 gals.).
 KJ0229
 KJ0229.The modeled gravity was interpolated from observed gravity values.
 KJ0229
 KJ0229;                    North         East    Units  Estimated Accuracy
 KJ0229;SPC CO C     -   466,210.    1,065,850.      MT  (+/- 180 meters Scaled)
 KJ0229
 KJ0229                          SUPERSEDED SURVEY CONTROL
 KJ0229
 KJ0229  NGVD 29 (??/??/92) 1652.444  (m)         5421.39   (f) ADJ UNCH    1 2
 KJ0229
 KJ0229.Superseded values are not recommended for survey control.
 KJ0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0229.See file dsdata.txt to determine how the superseded data were derived.
 KJ0229
 KJ0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD082479(NAD 83)
 KJ0229_MARKER: DB = BENCH MARK DISK
 KJ0229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KJ0229_SP_SET: SEMAPHORE
 KJ0229_STAMPING: E 52 1934
 KJ0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KJ0229
 KJ0229  HISTORY     - Date     Condition        Report By
 KJ0229  HISTORY     - 1934     MONUMENTED       CGS
 KJ0229  HISTORY     - 1938     GOOD             NGS
 KJ0229
 KJ0229                          STATION DESCRIPTION
 KJ0229
 KJ0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KJ0229'3.1 MI NW FROM LIMON.
 KJ0229'IN ELBERT COUNTY, 3.1 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD
 KJ0229'FROM THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION AT LIMON,
 KJ0229'LINCOLN COUNTY, 40 FEET EAST OF BRIDGE 553.71, AT SEMAPHORE 5537,
 KJ0229'AND IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION.
 KJ0229'A STANDARD DISK, STAMPED E 52 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0417 ***********************************************************************
 LL0417  DESIGNATION -  E 53
 LL0417  PID         -  LL0417
 LL0417  STATE/COUNTY-  CO/LARIMER
 LL0417  USGS QUAD   -  LIVERMORE (1978)
 LL0417
 LL0417                         *CURRENT SURVEY CONTROL
 LL0417  ___________________________________________________________________
 LL0417* NAD 83(1986)-  40 46 18.     (N)    105 08 01.     (W)     SCALED    
 LL0417* NAVD 88     -      1654.983  (meters)    5429.72   (feet)  ADJUSTED  
 LL0417  ___________________________________________________________________
 LL0417  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 LL0417  DYNAMIC HT  -        1653.571 (meters)    5425.09  (feet)  COMP
 LL0417  MODELED GRAV-     979,713.2   (mgal)                       NAVD 88
 LL0417
 LL0417  VERT ORDER  -  FIRST     CLASS II
 LL0417
 LL0417.The horizontal coordinates were scaled from a topographic map and have
 LL0417.an estimated accuracy of +/- 6 seconds.
 LL0417
 LL0417.The orthometric height was determined by differential leveling
 LL0417.and adjusted by the National Geodetic Survey in June 1991..
 LL0417
 LL0417.The geoid height was determined by GEOID03.
 LL0417
 LL0417.The dynamic height is computed by dividing the NAVD 88
 LL0417.geopotential number by the normal gravity value computed on the
 LL0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0417.degrees latitude (g = 980.6199 gals.).
 LL0417
 LL0417.The modeled gravity was interpolated from observed gravity values.
 LL0417
 LL0417;                    North         East    Units  Estimated Accuracy
 LL0417;SPC CO N     -   464,570.      945,330.      MT  (+/- 180 meters Scaled)
 LL0417
 LL0417                          SUPERSEDED SURVEY CONTROL
 LL0417
 LL0417  NGVD 29 (??/??/92) 1654.000  (m)         5426.50   (f) ADJ UNCH    1 2
 LL0417
 LL0417.Superseded values are not recommended for survey control.
 LL0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0417.See file dsdata.txt to determine how the superseded data were derived.
 LL0417
 LL0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF887134(NAD 83)
 LL0417_MARKER: DD = SURVEY DISK
 LL0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0417_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0417_STAMPING: E 53 1943 5424.626
 LL0417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0417+STABILITY: SURFACE MOTION
 LL0417
 LL0417  HISTORY     - Date     Condition        Report By
 LL0417  HISTORY     - 1943     MONUMENTED       BOR
 LL0417  HISTORY     - 1943     GOOD             NGS
 LL0417  HISTORY     - 1954     GOOD             NGS
 LL0417
 LL0417                          STATION DESCRIPTION
 LL0417
 LL0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LL0417'5.6 MI NW FROM WAVERLY.
 LL0417'2.4 MILES NORTH ALONG A COUNTY ROAD FROM WAVERLY SCHOOL AT
 LL0417'WAVERLY, LARIMER COUNTY, THENCE 3.1 MILES WEST ALONG A COUNTY
 LL0417'ROAD, NEAR THE SOUTHWEST CORNER OF SEC. 4, T. 9 N., R. 69 W., 500
 LL0417'FEET NORTH OF A BRIDGE OVER NORTH POUDRE CANAL, 300 FEET SOUTH OF
 LL0417'A T-JUNCTION OF A COUNTY ROAD, AND 0.5 FOOT WEST OF THE EAST
 LL0417'RIGHT-OF-WAY FENCE.  A UNITED STATES BUREAU OF RECLAMATION
 LL0417'STANDARD DISK, STAMPED E 53 1943 5424.626 AND SET IN THE TOP OF A
 LL0417'CONCRETE POST.
 LL0417
 LL0417                          STATION RECOVERY (1954)
 LL0417
 LL0417'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 LL0417'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0309 ***********************************************************************
 KK0309  DESIGNATION -  E 53
 KK0309  PID         -  KK0309
 KK0309  STATE/COUNTY-  CO/ELBERT
 KK0309  USGS QUAD   -  ELIZABETH (1994)
 KK0309
 KK0309                         *CURRENT SURVEY CONTROL
 KK0309  ___________________________________________________________________
 KK0309* NAD 83(1992)-  39 21 23.54086(N)    104 31 27.95663(W)     ADJUSTED  
 KK0309* NAVD 88     -      2022.041  (meters)    6633.98   (feet)  POSTED    
 KK0309  ___________________________________________________________________
 KK0309  X           -  -1,238,884.350 (meters)                     COMP
 KK0309  Y           -  -4,781,997.173 (meters)                     COMP
 KK0309  Z           -   4,024,271.919 (meters)                     COMP
 KK0309  LAPLACE CORR-          -5.33  (seconds)                    DEFLEC99
 KK0309  ELLIP HEIGHT-        2004.53  (meters)          (12/03/02) GPS OBS
 KK0309  GEOID HEIGHT-         -17.64  (meters)                     GEOID03
 KK0309  DYNAMIC HT  -        2019.950 (meters)    6627.12  (feet)  COMP
 KK0309  MODELED GRAV-     979,521.5   (mgal)                       NAVD 88
 KK0309
 KK0309  HORZ ORDER  -  FIRST
 KK0309  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0309  ELLP ORDER  -  FOURTH    CLASS II
 KK0309
 KK0309.The horizontal coordinates were established by GPS observations
 KK0309.and adjusted by the National Geodetic Survey in October 2001..
 KK0309
 KK0309.The orthometric height was determined by differential leveling
 KK0309.and adjusted by the National Geodetic Survey in 1992..
 KK0309.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0309.rate of 0.0 thru 1.0 mm/km.
 KK0309
 KK0309.Photographs are available for this station.
 KK0309
 KK0309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK0309
 KK0309.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK0309
 KK0309.The ellipsoidal height was determined by GPS observations
 KK0309.and is referenced to NAD 83.
 KK0309
 KK0309.The geoid height was determined by GEOID03.
 KK0309
 KK0309.The dynamic height is computed by dividing the NAVD 88
 KK0309.geopotential number by the normal gravity value computed on the
 KK0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0309.degrees latitude (g = 980.6199 gals.).
 KK0309
 KK0309.The modeled gravity was interpolated from observed gravity values.
 KK0309
 KK0309;                    North         East     Units Scale Factor Converg.
 KK0309;SPC CO C     -   474,340.389   998,479.803   MT  0.99994583   +0 36 55.0
 KK0309;SPC CO C     - 1,556,231.76  3,275,845.82   sFT  0.99994583   +0 36 55.0
 KK0309;UTM  13      - 4,356,451.159   540,972.856   MT  0.99962067   +0 18 05.7
 KK0309
 KK0309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK0309!SPC CO C     -   0.99968561  x   0.99994583  =   0.99963146
 KK0309!UTM  13      -   0.99968561  x   0.99962067  =   0.99930640
 KK0309
 KK0309                          SUPERSEDED SURVEY CONTROL
 KK0309
 KK0309  ELLIP H (10/01/01) 2004.56   (m)                       GP(       ) 3 2
 KK0309  NGVD 29 (??/??/92) 2021.054  (m)         6630.74   (f) ADJ UNCH    2 0
 KK0309
 KK0309.Superseded values are not recommended for survey control.
 KK0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0309.See file dsdata.txt to determine how the superseded data were derived.
 KK0309
 KK0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED4097356451(NAD 83)
 KK0309_MARKER: DB = BENCH MARK DISK
 KK0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0309_SP_SET: CONCRETE POST
 KK0309_STAMPING: E 53 1934
 KK0309_MARK LOGO: CGS   
 KK0309_PROJECTION: PROJECTING 20 CENTIMETERS
 KK0309_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0309+STABILITY: SURFACE MOTION
 KK0309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0309+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2001
 KK0309
 KK0309  HISTORY     - Date     Condition        Report By
 KK0309  HISTORY     - 1934     MONUMENTED       CGS
 KK0309  HISTORY     - 19910626 GOOD             USGS
 KK0309  HISTORY     - 20010404 GOOD             CODOT
 KK0309
 KK0309                          STATION DESCRIPTION
 KK0309
 KK0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0309'3.1 MI W FROM KIOWA.
 KK0309'3.1 MILES WEST ALONG STATE HIGHWAY 86 *FROM THE COURTHOUSE AT KIOWA,
 KK0309'ELBERT COUNTY, 3.9 MILES EAST OF ELIZABETH, AT THE TOP OF A RISE,
 KK0309'68 FEET FROM AN ANGLE IN A FENCE, 34 FEET SOUTH OF THE CENTERLINE
 KK0309'OF THE HIGHWAY, AND 2 FEET NORTH OF THE FENCE.  A STANDARD DISK,
 KK0309'STAMPED E 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KK0309
 KK0309                          STATION RECOVERY (1991)
 KK0309
 KK0309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 KK0309'3.1 MI (4.99 KM) WEST ALONG STATE HWY 86 FROM THE COURTHOUSE AT
 KK0309'KIOWA, 3.9 MI (6.28 KM) EAST OF ELIZABETH, AT THE TOP OF A RISE, 360
 KK0309'FEET WEST OF SOUTH DRIVEWAY, 47 FEET SOUTH OF THE CENTERLINE OF THE
 KK0309'HIGHWAY, 41 FT (12.50 M) EAST OF T -FENCE, 2 FT (0.61 M) NORTH OF ROW
 KK0309'FENCE.
 KK0309
 KK0309                          STATION RECOVERY (2001)
 KK0309
 KK0309'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2001 (DAS)
 KK0309'THE STATION IS LOCATED ABOUT 3 MILES WEST OF THE TOWN OF KIOWA
 KK0309'ON STATE HIGHWAY 86 AND 3.7 MILES EAST OF ELIZABETH ON STATE HIGHWAY
 KK0309'86,
 KK0309'AT MILE POST 19.8, IN THE NORTHWEST 1/4 OF SECTION 14, T8S, R64W.
 KK0309'OWNERSHIP --
 KK0309' 
 KK0309'TO REACH THE STATION FROM THE ELBERT COUNTY COURT HOUSE IN THE
 KK0309'TOWN OF KIOWA GO WEST ON STATE HIGHWAY FOR 86 3.2 MILES TO THE
 KK0309'STATION ON THE LEFT.  THE STATION IS LOCATED ON A SMALL RISE AT A
 KK0309'ROAD CUT FOR STATE HIGHWAY 86.
 KK0309' 
 KK0309'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A SQUARE POST
 KK0309'PROJECTING
 KK0309'20 CM ABOVE  THE GROUND. IT IS 13.7 M SOUTH FROM THE CENTERLINE OF
 KK0309'STATE
 KK0309'HIGHWAY 86, 12.6 M EAST FROM A FENCE INTERSECTION, 8.6 M NORTHEAST
 KK0309'FROM A
 KK0309'POWERPOLE, 0.5 M NORTH FROM A WITNESS POST AND RIGHT-OF-WAY FENCE, AND
 KK0309'ABOUT 2.5 M ABOVE THE ROAD JUST EAST OF A GROVE OF PINE TREES.
 KK0309' 
 KK0309'D. A. STEWART, CDOT
 KK0309' 
 KK0309' 
 KK0309' 
 KK0309'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0418 ***********************************************************************
 LL0418  DESIGNATION -  E 54
 LL0418  PID         -  LL0418
 LL0418  STATE/COUNTY-  CO/LARIMER
 LL0418  USGS QUAD   -  LIVERMORE (1978)
 LL0418
 LL0418                         *CURRENT SURVEY CONTROL
 LL0418  ___________________________________________________________________
 LL0418* NAD 83(1986)-  40 46 24.     (N)    105 07 51.     (W)     SCALED    
 LL0418* NAVD 88     -      1648.293  (meters)    5407.77   (feet)  ADJUSTED  
 LL0418  ___________________________________________________________________
 LL0418  GEOID HEIGHT-         -15.09  (meters)                     GEOID03
 LL0418  DYNAMIC HT  -        1646.887 (meters)    5403.16  (feet)  COMP
 LL0418  MODELED GRAV-     979,713.4   (mgal)                       NAVD 88
 LL0418
 LL0418  VERT ORDER  -  FIRST     CLASS II
 LL0418
 LL0418.The horizontal coordinates were scaled from a topographic map and have
 LL0418.an estimated accuracy of +/- 6 seconds.
 LL0418
 LL0418.The orthometric height was determined by differential leveling
 LL0418.and adjusted by the National Geodetic Survey in June 1991..
 LL0418.WARNING-Repeat measurements at this control monument indicate possible
 LL0418.vertical movement.
 LL0418
 LL0418.The geoid height was determined by GEOID03.
 LL0418
 LL0418.The dynamic height is computed by dividing the NAVD 88
 LL0418.geopotential number by the normal gravity value computed on the
 LL0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0418.degrees latitude (g = 980.6199 gals.).
 LL0418
 LL0418.The modeled gravity was interpolated from observed gravity values.
 LL0418
 LL0418;                    North         East    Units  Estimated Accuracy
 LL0418;SPC CO N     -   464,760.      945,570.      MT  (+/- 180 meters Scaled)
 LL0418
 LL0418                          SUPERSEDED SURVEY CONTROL
 LL0418
 LL0418  NGVD 29 (??/??/92) 1647.310  (m)         5404.55   (f) ADJ UNCH    1 2
 LL0418
 LL0418.Superseded values are not recommended for survey control.
 LL0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0418.See file dsdata.txt to determine how the superseded data were derived.
 LL0418
 LL0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF889136(NAD 83)
 LL0418_MARKER: DD = SURVEY DISK
 LL0418_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0418_SP_SET: WALL
 LL0418_STAMPING: E 54 1943
 LL0418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0418
 LL0418  HISTORY     - Date     Condition        Report By
 LL0418  HISTORY     - 1943     MONUMENTED       BOR
 LL0418  HISTORY     - 1954     GOOD             NGS
 LL0418  HISTORY     - 1954     GOOD             NGS
 LL0418  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0418
 LL0418                          STATION DESCRIPTION
 LL0418
 LL0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LL0418'5.4 MI NW FROM WAVERLY.
 LL0418'2.4 MILES NORTH ALONG STATE HIGHWAY 253 FROM THE WAVERLY SCHOOL
 LL0418'AT WAVERLY, THENCE 2.8 MILES WEST ALONG A GRAVELED ROAD, THENCE
 LL0418'0.15 MILE SOUTH ALONG THE NORTH POUDRE IRRIGATION DITCH, SET IN
 LL0418'THE NORTHEAST END OF THE CONCRETE WALL OF A HEAD GATE STRUCTURE,
 LL0418'1 FOOT BELOW THE TOP OF THE WALL, ACCESS IS HAD THROUGH A 4 INCH
 LL0418'IORN PIPE.
 LL0418
 LL0418                          STATION RECOVERY (1954)
 LL0418
 LL0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 LL0418'RECOVERED IN GOOD CONDITION.
 LL0418
 LL0418                          STATION RECOVERY (1984)
 LL0418
 LL0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0510 ***********************************************************************
 KK0510  DESIGNATION -  E 54
 KK0510  PID         -  KK0510
 KK0510  STATE/COUNTY-  CO/DOUGLAS
 KK0510  USGS QUAD   -  PARKER (1994)
 KK0510
 KK0510                         *CURRENT SURVEY CONTROL
 KK0510  ___________________________________________________________________
 KK0510* NAD 83(1986)-  39 30 33.     (N)    104 45 16.     (W)     SCALED    
 KK0510* NAVD 88     -      1810.561  (meters)    5940.15   (feet)  POSTED    
 KK0510  ___________________________________________________________________
 KK0510  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 KK0510  DYNAMIC HT  -        1808.740 (meters)    5934.17  (feet)  COMP
 KK0510  MODELED GRAV-     979,558.5   (mgal)                       NAVD 88
 KK0510
 KK0510  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0510
 KK0510.The horizontal coordinates were scaled from a topographic map and have
 KK0510.an estimated accuracy of +/- 6 seconds.
 KK0510
 KK0510.The orthometric height was determined by differential leveling
 KK0510.and adjusted by the National Geodetic Survey in 1992..
 KK0510.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0510.rate of 1.1 thru 2.0 mm/km.
 KK0510
 KK0510.The geoid height was determined by GEOID03.
 KK0510
 KK0510.The dynamic height is computed by dividing the NAVD 88
 KK0510.geopotential number by the normal gravity value computed on the
 KK0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0510.degrees latitude (g = 980.6199 gals.).
 KK0510
 KK0510.The modeled gravity was interpolated from observed gravity values.
 KK0510
 KK0510;                    North         East    Units  Estimated Accuracy
 KK0510;SPC CO C     -   491,100.      978,520.      MT  (+/- 180 meters Scaled)
 KK0510
 KK0510                          SUPERSEDED SURVEY CONTROL
 KK0510
 KK0510  NGVD 29 (??/??/92) 1809.616  (m)         5937.05   (f) ADJ UNCH    2 0
 KK0510
 KK0510.Superseded values are not recommended for survey control.
 KK0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0510.See file dsdata.txt to determine how the superseded data were derived.
 KK0510
 KK0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED211733(NAD 83)
 KK0510_MARKER: DB = BENCH MARK DISK
 KK0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0510_STAMPING: E 54 1934
 KK0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0510+STABILITY: SURFACE MOTION
 KK0510
 KK0510  HISTORY     - Date     Condition        Report By
 KK0510  HISTORY     - 1934     MONUMENTED       CGS
 KK0510
 KK0510                          STATION DESCRIPTION
 KK0510
 KK0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0510'0.7 MI S FROM PARKER.
 KK0510'0.7 MILE SOUTH ALONG THE COLORADO AND SOUTHERN RAILWAY FROM PARKER,
 KK0510'DOUGLAS COUNTY, 100 YARDS SOUTH OF MILEPOST 24, 1/4 MILE NORHTWEST
 KK0510'OF A FARM HOUSE, 600 YARDS NORTH OF THE CROSSING OF A ROAD
 KK0510'LEADING TO THE FARM HOUSE, AND 20 FEET WEST OF THE CENTERLINE OF
 KK0510'THE TRACK.  A STANDARD DISK STAMPED E 54 1934 AND SET IN THE TOP
 KK0510'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0052 ***********************************************************************
 KK0052  DESIGNATION -  E 55
 KK0052  PID         -  KK0052
 KK0052  STATE/COUNTY-  CO/ADAMS
 KK0052  USGS QUAD   -  BENNETT (1975)
 KK0052
 KK0052                         *CURRENT SURVEY CONTROL
 KK0052  ___________________________________________________________________
 KK0052* NAD 83(1986)-  39 45 30.     (N)    104 24 52.     (W)     SCALED    
 KK0052* NAVD 88     -      1668.195  (meters)    5473.07   (feet)  ADJUSTED  
 KK0052  ___________________________________________________________________
 KK0052  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 KK0052  DYNAMIC HT  -        1666.637 (meters)    5467.96  (feet)  COMP
 KK0052  MODELED GRAV-     979,633.5   (mgal)                       NAVD 88
 KK0052
 KK0052  VERT ORDER  -  SECOND    CLASS 0
 KK0052
 KK0052.The horizontal coordinates were scaled from a topographic map and have
 KK0052.an estimated accuracy of +/- 6 seconds.
 KK0052
 KK0052.The orthometric height was determined by differential leveling
 KK0052.and adjusted by the National Geodetic Survey in June 1991..
 KK0052
 KK0052.The geoid height was determined by GEOID03.
 KK0052
 KK0052.The dynamic height is computed by dividing the NAVD 88
 KK0052.geopotential number by the normal gravity value computed on the
 KK0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0052.degrees latitude (g = 980.6199 gals.).
 KK0052
 KK0052.The modeled gravity was interpolated from observed gravity values.
 KK0052
 KK0052;                    North         East    Units  Estimated Accuracy
 KK0052;SPC CO N     -   352,560.    1,007,430.      MT  (+/- 180 meters Scaled)
 KK0052
 KK0052                          SUPERSEDED SURVEY CONTROL
 KK0052
 KK0052  NGVD 29 (??/??/92) 1667.293  (m)         5470.11   (f) ADJ UNCH    2 0
 KK0052
 KK0052.Superseded values are not recommended for survey control.
 KK0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0052.See file dsdata.txt to determine how the superseded data were derived.
 KK0052
 KK0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE501010(NAD 83)
 KK0052_MARKER: DB = BENCH MARK DISK
 KK0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0052_STAMPING: E 55 1934
 KK0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0052+STABILITY: SURFACE MOTION
 KK0052
 KK0052  HISTORY     - Date     Condition        Report By
 KK0052  HISTORY     - 1934     MONUMENTED       CGS
 KK0052  HISTORY     - 1984     MARK NOT FOUND   NGS
 KK0052
 KK0052                          STATION DESCRIPTION
 KK0052
 KK0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0052'0.7 MI N FROM BENNETT.
 KK0052'0.7 MILE NORTH ALONG STATE HIGHWAY 79 FROM BENNETT, ADAMS COUNTY,
 KK0052'IN THE CENTER OF A TRIANGLE FORMED BY THE JUNCTION WITH THE OLD
 KK0052'VICTORY HIGHWAY, 40 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 79,
 KK0052'22 FEET NORTH OF THE CENTERLINE OF OLD VICTORY HIGHWAY, AND 4 FEET
 KK0052'SOUTHWEST OF A POLE.  A STANDARD DISK, STAMPED E 55 1934 AND SET IN
 KK0052'THE TOP OF A CONCRETE POST.
 KK0052
 KK0052                          STATION RECOVERY (1984)
 KK0052
 KK0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0427 ***********************************************************************
 LL0427  DESIGNATION -  E 56
 LL0427  PID         -  LL0427
 LL0427  STATE/COUNTY-  CO/LARIMER
 LL0427  USGS QUAD   -  WELLINGTON (1978)
 LL0427
 LL0427                         *CURRENT SURVEY CONTROL
 LL0427  ___________________________________________________________________
 LL0427* NAD 83(1986)-  40 41 49.     (N)    105 04 06.     (W)     SCALED    
 LL0427* NAVD 88     -      1598.296  (meters)    5243.74   (feet)  ADJUSTED  
 LL0427  ___________________________________________________________________
 LL0427  GEOID HEIGHT-         -15.66  (meters)                     GEOID03
 LL0427  DYNAMIC HT  -        1596.959 (meters)    5239.36  (feet)  COMP
 LL0427  MODELED GRAV-     979,732.1   (mgal)                       NAVD 88
 LL0427
 LL0427  VERT ORDER  -  FIRST     CLASS II
 LL0427
 LL0427.The horizontal coordinates were scaled from a topographic map and have
 LL0427.an estimated accuracy of +/- 6 seconds.
 LL0427
 LL0427.The orthometric height was determined by differential leveling
 LL0427.and adjusted by the National Geodetic Survey in June 1991..
 LL0427.WARNING-Repeat measurements at this control monument indicate possible
 LL0427.vertical movement.
 LL0427
 LL0427.The geoid height was determined by GEOID03.
 LL0427
 LL0427.The dynamic height is computed by dividing the NAVD 88
 LL0427.geopotential number by the normal gravity value computed on the
 LL0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0427.degrees latitude (g = 980.6199 gals.).
 LL0427
 LL0427.The modeled gravity was interpolated from observed gravity values.
 LL0427
 LL0427;                    North         East    Units  Estimated Accuracy
 LL0427;SPC CO N     -   456,300.      950,890.      MT  (+/- 180 meters Scaled)
 LL0427
 LL0427                          SUPERSEDED SURVEY CONTROL
 LL0427
 LL0427  NGVD 29 (??/??/??) 1597.422  (m)         5240.88   (f) ADJUSTED    1 2
 LL0427
 LL0427.Superseded values are not recommended for survey control.
 LL0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0427.See file dsdata.txt to determine how the superseded data were derived.
 LL0427
 LL0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF942051(NAD 83)
 LL0427_MARKER: DB = BENCH MARK DISK
 LL0427_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LL0427_STAMPING: E 56 1943 5238.671
 LL0427_MARK LOGO: BOR   
 LL0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0427+STABILITY: SURFACE MOTION
 LL0427
 LL0427  HISTORY     - Date     Condition        Report By
 LL0427  HISTORY     - 1943     MONUMENTED       BOR
 LL0427  HISTORY     - 1954     GOOD             NGS
 LL0427  HISTORY     - 1984     GOOD             NGS
 LL0427  HISTORY     - 1984     GOOD             NGS
 LL0427
 LL0427                          STATION DESCRIPTION
 LL0427
 LL0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LL0427'2.7 MI SE FROM WAVERLY.
 LL0427'2.7 MILES SOUTHEAST ALONG THE STATE HIGHWAY 253 FROM THE WAVERLY
 LL0427'SCHOOL AT WAVERLY, 16 FEET EAST OF THE CENTER LINE OF THE
 LL0427'HIGHWAY, SET IN THE TOP OF THE NORTHEAST END OF THE NORTHEAST
 LL0427'WINGWALL OF A STEEL TRUSS BRIDGE OVER THE LARAMIE POUDRE
 LL0427'IRRIGATION CANAL.
 LL0427
 LL0427                          STATION RECOVERY (1984)
 LL0427
 LL0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0427'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.8 KM (3.6 MI)
 LL0427'WEST ALONG COUNTY ROAD 64 FROM ITS JUNCTION WITH NORTH SIXTH STREET IN
 LL0427'WELLINGTON, THENCE 1.6 KM (1.0 MI) SOUTH ALONG COUNTY ROAD 15.
 LL0427
 LL0427                          STATION RECOVERY (1984)
 LL0427
 LL0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0342 ***********************************************************************
 KJ0342  DESIGNATION -  E 56
 KJ0342  PID         -  KJ0342
 KJ0342  STATE/COUNTY-  CO/WASHINGTON
 KJ0342  USGS QUAD   -  LAST CHANCE (1973)
 KJ0342
 KJ0342                         *CURRENT SURVEY CONTROL
 KJ0342  ___________________________________________________________________
 KJ0342* NAD 83(1992)-  39 40 55.06332(N)    103 35 34.18625(W)     ADJUSTED  
 KJ0342* NAVD 88     -      1514.222  (meters)    4967.91   (feet)  ADJUSTED  
 KJ0342  ___________________________________________________________________
 KJ0342  X           -  -1,155,473.632 (meters)                     COMP
 KJ0342  Y           -  -4,778,772.222 (meters)                     COMP
 KJ0342  Z           -   4,051,826.169 (meters)                     COMP
 KJ0342  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 KJ0342  ELLIP HEIGHT-        1494.40  (meters)          (12/03/02) GPS OBS
 KJ0342  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 KJ0342  DYNAMIC HT  -        1512.864 (meters)    4963.45  (feet)  COMP
 KJ0342  MODELED GRAV-     979,676.5   (mgal)                       NAVD 88
 KJ0342
 KJ0342  HORZ ORDER  -  FIRST
 KJ0342  VERT ORDER  -  SECOND    CLASS 0
 KJ0342  ELLP ORDER  -  FOURTH    CLASS II
 KJ0342
 KJ0342.The horizontal coordinates were established by GPS observations
 KJ0342.and adjusted by the National Geodetic Survey in October 2001..
 KJ0342
 KJ0342.The orthometric height was determined by differential leveling
 KJ0342.and adjusted by the National Geodetic Survey in June 1991..
 KJ0342
 KJ0342.Photographs are available for this station.
 KJ0342
 KJ0342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KJ0342
 KJ0342.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0342
 KJ0342.The ellipsoidal height was determined by GPS observations
 KJ0342.and is referenced to NAD 83.
 KJ0342
 KJ0342.The geoid height was determined by GEOID03.
 KJ0342
 KJ0342.The dynamic height is computed by dividing the NAVD 88
 KJ0342.geopotential number by the normal gravity value computed on the
 KJ0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0342.degrees latitude (g = 980.6199 gals.).
 KJ0342
 KJ0342.The modeled gravity was interpolated from observed gravity values.
 KJ0342
 KJ0342;                    North         East     Units Scale Factor Converg.
 KJ0342;SPC CO N     -   345,268.195 1,078,003.846   MT  1.00000578   +1 13 56.2
 KJ0342;SPC CO N     - 1,132,767.40  3,536,750.95   sFT  1.00000578   +1 13 56.2
 KJ0342;UTM  13      - 4,393,405.392   620,673.312   MT  0.99977928   +0 53 55.0
 KJ0342
 KJ0342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0342!SPC CO N     -   0.99976561  x   1.00000578  =   0.99977139
 KJ0342!UTM  13      -   0.99976561  x   0.99977928  =   0.99954494
 KJ0342
 KJ0342                          SUPERSEDED SURVEY CONTROL
 KJ0342
 KJ0342  ELLIP H (10/01/01) 1494.41   (m)                       GP(       ) 3 2
 KJ0342  NAVD 88 (10/01/01) 1514.22   (m)         4967.9    (f) LEVELING    3  
 KJ0342  NGVD 29 (??/??/92) 1513.452  (m)         4965.38   (f) ADJ UNCH    2 0
 KJ0342
 KJ0342.Superseded values are not recommended for survey control.
 KJ0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0342.See file dsdata.txt to determine how the superseded data were derived.
 KJ0342
 KJ0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD2067393405(NAD 83)
 KJ0342_MARKER: DB = BENCH MARK DISK
 KJ0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0342_STAMPING: E 56 1935
 KJ0342_MARK LOGO: CGS   
 KJ0342_PROJECTION: PROJECTING 18 CENTIMETERS
 KJ0342_MAGNETIC: N = NO MAGNETIC MATERIAL
 KJ0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0342+STABILITY: SURFACE MOTION
 KJ0342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0342+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2001
 KJ0342
 KJ0342  HISTORY     - Date     Condition        Report By
 KJ0342  HISTORY     - 1935     MONUMENTED       CGS
 KJ0342  HISTORY     - 1954     GOOD             NGS
 KJ0342  HISTORY     - 20010507 GOOD             CODOT
 KJ0342
 KJ0342                          STATION DESCRIPTION
 KJ0342
 KJ0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KJ0342'4.2 MI S FROM LAST CHANCE.
 KJ0342'4.2 MILES SOUTH ALONG STATE HIGHWAY 71 FROM ITS INTERSECTION WITH
 KJ0342'U.S. HIGHWAY 36 AT LAST CHANCE, 175 FEET EAST OF THE CENTER LINE OF
 KJ0342'THE HIGHWAY, 44 FEET NORTH OF THE CENTER LINE OF A FIELD ROAD
 KJ0342'LEADING EAST, 120 FEET EAST OF A FENCE 76 FEET NORTH OF A FENCE 125
 KJ0342'FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 KJ0342'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 KJ0342
 KJ0342                          STATION RECOVERY (2001)
 KJ0342
 KJ0342'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2001 (DAS)
 KJ0342'THE STATION IS ABOUT 32.1 MILES NORTH FROM LIMON, ON STATE HIGHWAY 71
 KJ0342'AND
 KJ0342'ABOUT 4.2 MILES SOUTH OF LAST CHANCE ON STATE HIGHWAY 71, AT MILE
 KJ0342'POST 134.0, IN THE SW 1/4 OF SECTION 19, T4S, R55W. OWNERSHIP --
 KJ0342' 
 KJ0342'TO REACH THE STATION FROM THE EAST JUNCTION OF STATE HIGHWAY 71 AND
 KJ0342'U.S.
 KJ0342'HIGHWAYS 24, 40, 287 IN LIMON, GO NORTH 32.1 MILES ON STATE HIGHWAY 71
 KJ0342'TO THE
 KJ0342'STATION ON THE RIGHT.
 KJ0342' 
 KJ0342'THE MARK IS A STANDARD DISK  SET INTO THE TOP OF  A SQUARE CONCRETE
 KJ0342'POST PROJECTING 18 CM FROM THE GROUND.  IT IS 53.3 M EAST FROM STATE
 KJ0342'HIGHWAY 71, 13.4 M NORTH FROM A FIELD ROAD LEADING EAST AND 0.4 M
 KJ0342'WEST FROM AN ORANGE CARSONITE WITNESS POST.
 KJ0342' 
 KJ0342'D.A. STEWART, CDOT.
 KJ0342' 
 KJ0342' 
 KJ0342'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0433 ***********************************************************************
 LL0433  DESIGNATION -  E 57
 LL0433  PID         -  LL0433
 LL0433  STATE/COUNTY-  CO/LARIMER
 LL0433  USGS QUAD   -  WELLINGTON (1978)
 LL0433
 LL0433                         *CURRENT SURVEY CONTROL
 LL0433  ___________________________________________________________________
 LL0433* NAD 83(1986)-  40 40 08.     (N)    105 01 10.     (W)     SCALED    
 LL0433* NAVD 88     -      1573.880  (meters)    5163.64   (feet)  ADJUSTED  
 LL0433  ___________________________________________________________________
 LL0433  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 LL0433  DYNAMIC HT  -        1572.562 (meters)    5159.31  (feet)  COMP
 LL0433  MODELED GRAV-     979,732.4   (mgal)                       NAVD 88
 LL0433
 LL0433  VERT ORDER  -  FIRST     CLASS II
 LL0433
 LL0433.The horizontal coordinates were scaled from a topographic map and have
 LL0433.an estimated accuracy of +/- 6 seconds.
 LL0433
 LL0433.The orthometric height was determined by differential leveling
 LL0433.and adjusted by the National Geodetic Survey in June 1991..
 LL0433
 LL0433.The geoid height was determined by GEOID03.
 LL0433
 LL0433.The dynamic height is computed by dividing the NAVD 88
 LL0433.geopotential number by the normal gravity value computed on the
 LL0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0433.degrees latitude (g = 980.6199 gals.).
 LL0433
 LL0433.The modeled gravity was interpolated from observed gravity values.
 LL0433
 LL0433;                    North         East    Units  Estimated Accuracy
 LL0433;SPC CO N     -   453,200.      955,030.      MT  (+/- 180 meters Scaled)
 LL0433
 LL0433                          SUPERSEDED SURVEY CONTROL
 LL0433
 LL0433  NGVD 29 (??/??/92) 1572.935  (m)         5160.54   (f) ADJ UNCH    1 2
 LL0433
 LL0433.Superseded values are not recommended for survey control.
 LL0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0433.See file dsdata.txt to determine how the superseded data were derived.
 LL0433
 LL0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF983020(NAD 83)
 LL0433_MARKER: DD = SURVEY DISK
 LL0433_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0433_SP_SET: CULVERT
 LL0433_STAMPING: E 57 1943 5158.551
 LL0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0433
 LL0433  HISTORY     - Date     Condition        Report By
 LL0433  HISTORY     - 1943     MONUMENTED       BOR
 LL0433  HISTORY     - 1954     GOOD             NGS
 LL0433  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0433
 LL0433                          STATION DESCRIPTION
 LL0433
 LL0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LL0433'3 MI S FROM WELLINGTON.
 LL0433'0.6 MILE WEST AND 2.4 MILES SOUTH ALONG U.S. HIGHWAY 87 FROM THE
 LL0433'POST OFFICE AT WELLINGTON, AT THE NORTHEAST END OF A CURVE
 LL0433'AROUND THE DIKE AT RESERVIOR NUMBER 6, 300 FEET SOUTH OF A
 LL0433'FARMHOUSE, 300 FEET NORTHWEST OF THE INTERSECTION OF COUNTY ROADS,
 LL0433'22 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, NEAR THE CROSSING
 LL0433'OF AN IRRIGATION DITCH, AT A CONCRETE CULVERT, ON THE TOP OF THE
 LL0433'EAST HEADWALL.  AND ABOUT LEVEL WITH THE EAST SHOULDER OF THE
 LL0433'HIGHWAY.  A US BUREAU OF RECL. DISK.
 LL0433
 LL0433                          STATION RECOVERY (1984)
 LL0433
 LL0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0116 ***********************************************************************
 KK0116  DESIGNATION -  E 57 RESET
 KK0116  PID         -  KK0116
 KK0116  STATE/COUNTY-  CO/ARAPAHOE
 KK0116  USGS QUAD   -  PEORIA (1978)
 KK0116
 KK0116                         *CURRENT SURVEY CONTROL
 KK0116  ___________________________________________________________________
 KK0116* NAD 83(1986)-  39 44 22.     (N)    104 03 32.     (W)     SCALED    
 KK0116* NAVD 88     -      1573.83   (meters)    5163.5    (feet)  RESET     
 KK0116  ___________________________________________________________________
 KK0116  GEOID HEIGHT-         -18.90  (meters)                     GEOID03
 KK0116
 KK0116  VERT ORDER  -  THIRD
 KK0116
 KK0116.The horizontal coordinates were scaled from a topographic map and have
 KK0116.an estimated accuracy of +/- 6 seconds.
 KK0116
 KK0116.The orthometric height was computed from unverified reset data.
 KK0116
 KK0116.The geoid height was determined by GEOID03.
 KK0116
 KK0116;                    North         East    Units  Estimated Accuracy
 KK0116;SPC CO C     -   517,380.    1,037,930.      MT  (+/- 180 meters Scaled)
 KK0116
 KK0116                          SUPERSEDED SURVEY CONTROL
 KK0116
 KK0116.No superseded survey control is available for this station.
 KK0116
 KK0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED806992(NAD 83)
 KK0116_MARKER: DB = BENCH MARK DISK
 KK0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0116_STAMPING: E 57 RESET 1936
 KK0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0116+STABILITY: SURFACE MOTION
 KK0116
 KK0116  HISTORY     - Date     Condition        Report By
 KK0116  HISTORY     - 1936     MONUMENTED       CODH
 KK0116  HISTORY     - 1954     MARK NOT FOUND   NGS
 KK0116
 KK0116                          STATION DESCRIPTION
 KK0116
 KK0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0116'14 MI E FROM STRASBURG.
 KK0116'14 MILES EAST ALONG U.S. HIGHWAY 36 FROM STRASBURG, ARAPAHOE
 KK0116'COUNTY, 17.1 MILES WEST OF WINNVIEW, AT THE NORTHWEST CORNER
 KK0116'OF SEC. 1, T. 4 S., R. 60 W., AT HIGHWAY STATION 696+25.6, 90 FEET
 KK0116'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10 FEET NORTH OF THE
 KK0116'RIGHT-OF-WAY FENCE, AND ABOUT 5 FEET EAST OF THE NORTH-AND-
 KK0116'SOUTH SECTION LINE.  A STANDARD DISK, STAMPED E 57 RESET 1936 AND
 KK0116'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0104 ***********************************************************************
 KJ0104  DESIGNATION -  E 58
 KJ0104  PID         -  KJ0104
 KJ0104  STATE/COUNTY-  CO/KIT CARSON
 KJ0104  USGS QUAD   -  FLAGLER RESERVOIR (1980)
 KJ0104
 KJ0104                         *CURRENT SURVEY CONTROL
 KJ0104  ___________________________________________________________________
 KJ0104* NAD 83(1986)-  39 17 18.     (N)    102 57 23.     (W)     SCALED    
 KJ0104* NAVD 88     -      1459.958  (meters)    4789.88   (feet)  ADJUSTED  
 KJ0104  ___________________________________________________________________
 KJ0104  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 KJ0104  DYNAMIC HT  -        1458.607 (meters)    4785.45  (feet)  COMP
 KJ0104  MODELED GRAV-     979,650.3   (mgal)                       NAVD 88
 KJ0104
 KJ0104  VERT ORDER  -  SECOND    CLASS 0
 KJ0104
 KJ0104.The horizontal coordinates were scaled from a topographic map and have
 KJ0104.an estimated accuracy of +/- 6 seconds.
 KJ0104
 KJ0104.The orthometric height was determined by differential leveling
 KJ0104.and adjusted by the National Geodetic Survey in June 1991..
 KJ0104
 KJ0104.The geoid height was determined by GEOID03.
 KJ0104
 KJ0104.The dynamic height is computed by dividing the NAVD 88
 KJ0104.geopotential number by the normal gravity value computed on the
 KJ0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0104.degrees latitude (g = 980.6199 gals.).
 KJ0104
 KJ0104.The modeled gravity was interpolated from observed gravity values.
 KJ0104
 KJ0104;                    North         East    Units  Estimated Accuracy
 KJ0104;SPC CO C     -   469,390.    1,133,810.      MT  (+/- 180 meters Scaled)
 KJ0104
 KJ0104                          SUPERSEDED SURVEY CONTROL
 KJ0104
 KJ0104  NGVD 29 (??/??/92) 1459.293  (m)         4787.70   (f) ADJ UNCH    2 0
 KJ0104
 KJ0104.Superseded values are not recommended for survey control.
 KJ0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0104.See file dsdata.txt to determine how the superseded data were derived.
 KJ0104
 KJ0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD762507(NAD 83)
 KJ0104_MARKER: DB = BENCH MARK DISK
 KJ0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0104_STAMPING: E 58 1935
 KJ0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0104+STABILITY: SURFACE MOTION
 KJ0104
 KJ0104  HISTORY     - Date     Condition        Report By
 KJ0104  HISTORY     - 1935     MONUMENTED       CGS
 KJ0104
 KJ0104                          STATION DESCRIPTION
 KJ0104
 KJ0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KJ0104'4.6 MI W FROM SEIBERT.
 KJ0104'4.6 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KJ0104'RAILROAD FROM THE STATION AT SEIBERT, 6.3 MILES EAST OF FLAGLER,
 KJ0104'0.4 MILE EAST OF KIPLING, 22 FEET NORTH OF MILEPOST 491, 67 FEET
 KJ0104'NORTH OF THE CENTERLINE OF THE TRACK, AND 1.5 FEET NORTH OF A
 KJ0104'FENCE.  A STANDARD DISK, STAMPED E 58 1935 AND SET IN THE TOP OF A
 KJ0104'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0106 ***********************************************************************
 LK0106  DESIGNATION -  E 59
 LK0106  PID         -  LK0106
 LK0106  STATE/COUNTY-  CO/PHILLIPS
 LK0106  USGS QUAD   -  CLARKVILLE (1972)
 LK0106
 LK0106                         *CURRENT SURVEY CONTROL
 LK0106  ___________________________________________________________________
 LK0106* NAD 83(1986)-  40 29 48.     (N)    102 37 35.     (W)     SCALED    
 LK0106* NAVD 88     -      1230.396  (meters)    4036.72   (feet)  ADJUSTED  
 LK0106  ___________________________________________________________________
 LK0106  GEOID HEIGHT-         -20.67  (meters)                     GEOID03
 LK0106  DYNAMIC HT  -        1229.477 (meters)    4033.71  (feet)  COMP
 LK0106  MODELED GRAV-     979,835.6   (mgal)                       NAVD 88
 LK0106
 LK0106  VERT ORDER  -  SECOND    CLASS 0
 LK0106
 LK0106.The horizontal coordinates were scaled from a topographic map and have
 LK0106.an estimated accuracy of +/- 6 seconds.
 LK0106
 LK0106.The orthometric height was determined by differential leveling
 LK0106.and adjusted by the National Geodetic Survey in June 1991..
 LK0106
 LK0106.The geoid height was determined by GEOID03.
 LK0106
 LK0106.The dynamic height is computed by dividing the NAVD 88
 LK0106.geopotential number by the normal gravity value computed on the
 LK0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0106.degrees latitude (g = 980.6199 gals.).
 LK0106
 LK0106.The modeled gravity was interpolated from observed gravity values.
 LK0106
 LK0106;                    North         East    Units  Estimated Accuracy
 LK0106;SPC CO N     -   437,910.    1,157,950.      MT  (+/- 180 meters Scaled)
 LK0106
 LK0106                          SUPERSEDED SURVEY CONTROL
 LK0106
 LK0106  NGVD 29 (??/??/92) 1229.866  (m)         4034.99   (f) ADJ UNCH    2 0
 LK0106
 LK0106.Superseded values are not recommended for survey control.
 LK0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0106.See file dsdata.txt to determine how the superseded data were derived.
 LK0106
 LK0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE011855(NAD 83)
 LK0106_MARKER: DB = BENCH MARK DISK
 LK0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0106_STAMPING: E 59 1935
 LK0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0106+STABILITY: SURFACE MOTION
 LK0106
 LK0106  HISTORY     - Date     Condition        Report By
 LK0106  HISTORY     - 1935     MONUMENTED       CGS
 LK0106  HISTORY     - 1942     GOOD             NGS
 LK0106
 LK0106                          STATION DESCRIPTION
 LK0106
 LK0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LK0106'10.4 MI S FROM HAXTUN.
 LK0106'10.4 MILES SOUTH ALONG STATE HIGHWAY 59 FROM THE CITY PARK AT
 LK0106'HAXTUN, PHILLIPS COUNTY, 0.4 MILE SOUTH OF A LARGE FARMHOUSE, AT A
 LK0106'ROAD INTERSECTION, 40 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 LK0106'21 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 15 FEET EAST OF A
 LK0106'FENCE CORNER, AND 1-1/2 FEET NORTH OF THE FENCE.  A STANDARD DISK,
 LK0106'STAMPED E 59 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0582 ***********************************************************************
 LL0582  DESIGNATION -  E 6
 LL0582  PID         -  LL0582
 LL0582  STATE/COUNTY-  CO/LARIMER
 LL0582  USGS QUAD   -  MASONVILLE (1984)
 LL0582
 LL0582                         *CURRENT SURVEY CONTROL
 LL0582  ___________________________________________________________________
 LL0582* NAD 83(1986)-  40 24 44.     (N)    105 12 01.     (W)     SCALED    
 LL0582* NAVD 88     -      1587.412  (meters)    5208.03   (feet)  ADJUSTED  
 LL0582  ___________________________________________________________________
 LL0582  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 LL0582  DYNAMIC HT  -        1586.024 (meters)    5203.48  (feet)  COMP
 LL0582  MODELED GRAV-     979,695.3   (mgal)                       NAVD 88
 LL0582
 LL0582  VERT ORDER  -  SECOND    CLASS 0
 LL0582
 LL0582.The horizontal coordinates were scaled from a topographic map and have
 LL0582.an estimated accuracy of +/- 6 seconds.
 LL0582
 LL0582.The orthometric height was determined by differential leveling
 LL0582.and adjusted by the National Geodetic Survey in June 1991..
 LL0582
 LL0582.The geoid height was determined by GEOID03.
 LL0582
 LL0582.The dynamic height is computed by dividing the NAVD 88
 LL0582.geopotential number by the normal gravity value computed on the
 LL0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0582.degrees latitude (g = 980.6199 gals.).
 LL0582
 LL0582.The modeled gravity was interpolated from observed gravity values.
 LL0582
 LL0582;                    North         East    Units  Estimated Accuracy
 LL0582;SPC CO N     -   424,630.      939,840.      MT  (+/- 180 meters Scaled)
 LL0582
 LL0582                          SUPERSEDED SURVEY CONTROL
 LL0582
 LL0582  NGVD 29 (??/??/92) 1586.408  (m)         5204.74   (f) ADJ UNCH    2 0
 LL0582
 LL0582.Superseded values are not recommended for survey control.
 LL0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0582.See file dsdata.txt to determine how the superseded data were derived.
 LL0582
 LL0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE830735(NAD 83)
 LL0582_MARKER: DD = SURVEY DISK
 LL0582_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LL0582_SP_SET: SANDSTONE ROCK
 LL0582_STAMPING: F 6 1939 5202.886
 LL0582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0582
 LL0582  HISTORY     - Date     Condition        Report By
 LL0582  HISTORY     - 1939     MONUMENTED       BOR
 LL0582  HISTORY     - 1939     GOOD             NGS
 LL0582  HISTORY     - 1984     GOOD             NGS
 LL0582
 LL0582                          STATION DESCRIPTION
 LL0582
 LL0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 LL0582'8 MI W FROM LOVELAND.
 LL0582'8.0 MILES WEST ALONG U.S. HIGHWAY 34 FROM THE POST OFFICE AT
 LL0582'LOVELAND, LARIMER COUNTY, 22.6 MILES NORTHEAST OF ESTES PARK, AT
 LL0582'THE NORTHWEST CORNER OF THE INTERSECTION OF STATE HIGHWAY 56,
 LL0582'26 FEET NORTH OF THE NORTH SHOULDER OF U.S. HIGHWAY 34, 7 FEET
 LL0582'WEST OF THE WEST SHOULDER OF U.S. HIGHWAY 56, ON THE RIGHT BANK OF
 LL0582'A DRAINAGE WASH, 13 FEET SOUTH OF THE WEST HEAD WALL OF A BRIDGE
 LL0582'OVER THE WASH, AND IN THE TOP OF A SANDSTONE ROCK.  A UNITED STATES
 LL0582'BUREAU OF RECLAMATION STANDARD DISK, STAMPED E 6 1939 5202.886.
 LL0582
 LL0582                          STATION RECOVERY (1984)
 LL0582
 LL0582'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0582'ADDITIONS: IT IS 12.2 M (40 FT) NORTH FROM THE CENTER OF U.S. HIGHWAY
 LL0582'34, 6.1 M (20 FT) WEST FROM THE CENTER OF COUNTY ROAD 29 N, AND 2.1 M
 LL0582'(7 FT) SOUTHEAST FROM A POWER POLE. THE ROCK THE MARK IS SET IN IS ON
 LL0582'A STEEP BANK AND MAY NOT BE STABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0584 ***********************************************************************
 JK0584  DESIGNATION -  E 6
 JK0584  PID         -  JK0584
 JK0584  STATE/COUNTY-  CO/FREMONT
 JK0584  USGS QUAD   -  COTOPAXI (1994)
 JK0584
 JK0584                         *CURRENT SURVEY CONTROL
 JK0584  ___________________________________________________________________
 JK0584* NAD 83(1986)-  38 21 41.     (N)    105 43 33.     (W)     SCALED    
 JK0584* NAVD 88     -      1958.856  (meters)    6426.68   (feet)  ADJUSTED  
 JK0584  ___________________________________________________________________
 JK0584  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 JK0584  DYNAMIC HT  -        1956.547 (meters)    6419.10  (feet)  COMP
 JK0584  MODELED GRAV-     979,380.7   (mgal)                       NAVD 88
 JK0584
 JK0584  VERT ORDER  -  FIRST     CLASS II
 JK0584
 JK0584.The horizontal coordinates were scaled from a topographic map and have
 JK0584.an estimated accuracy of +/- 6 seconds.
 JK0584
 JK0584.The orthometric height was determined by differential leveling
 JK0584.and adjusted by the National Geodetic Survey in June 1991..
 JK0584
 JK0584.The geoid height was determined by GEOID03.
 JK0584
 JK0584.The dynamic height is computed by dividing the NAVD 88
 JK0584.geopotential number by the normal gravity value computed on the
 JK0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0584.degrees latitude (g = 980.6199 gals.).
 JK0584
 JK0584.The modeled gravity was interpolated from observed gravity values.
 JK0584
 JK0584;                    North         East    Units  Estimated Accuracy
 JK0584;SPC CO C     -   363,440.      894,660.      MT  (+/- 180 meters Scaled)
 JK0584
 JK0584                          SUPERSEDED SURVEY CONTROL
 JK0584
 JK0584  NGVD 29 (??/??/92) 1957.567  (m)         6422.45   (f) ADJ UNCH    1 2
 JK0584
 JK0584.Superseded values are not recommended for survey control.
 JK0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0584.See file dsdata.txt to determine how the superseded data were derived.
 JK0584
 JK0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC365461(NAD 83)
 JK0584_MARKER: DB = BENCH MARK DISK
 JK0584_SETTING: 66 = SET IN ROCK OUTCROP
 JK0584_SP_SET: BOULDER
 JK0584_STAMPING: E 6 1925 6422.487
 JK0584_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0584+STABILITY: POSITION/ELEVATION WELL
 JK0584
 JK0584  HISTORY     - Date     Condition        Report By
 JK0584  HISTORY     - 1925     MONUMENTED       CGS
 JK0584  HISTORY     - 1953     GOOD             NGS
 JK0584  HISTORY     - 1979     GOOD             USGS
 JK0584
 JK0584                          STATION DESCRIPTION
 JK0584
 JK0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0584'2.3 MI W FROM COTOPAXI.
 JK0584'2.3 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0584'FROM THE STATION AT COTOPAXI, 24 FEET WEST OF MILEPOST 194, 32
 JK0584'FEET NORTHWEST OF THE NORTHWEST RAIL, 4 FEET ABOVE THE GROUND, SET
 JK0584'IN THE TOP OF A 9X15 FOOT GRANITE BOULDER.
 JK0584
 JK0584                          STATION RECOVERY (1979)
 JK0584
 JK0584'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JK0584'2.3 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JK0584'THE COUNTY ROAD CROSSING AT COTOPAXI, 24 FEET WEST OF MILEPOST 194.
 JK0584'32 FEET NORTHWEST OF THE NORTHWEST RAIL, 4 FEET ABOVE THE GROUND, SET
 JK0584'IN THE TOP OF A 9 X 15 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0458 ***********************************************************************
 LL0458  DESIGNATION -  E 60
 LL0458  PID         -  LL0458
 LL0458  STATE/COUNTY-  CO/LARIMER
 LL0458  USGS QUAD   -  LAPORTE (1979)
 LL0458
 LL0458                         *CURRENT SURVEY CONTROL
 LL0458  ___________________________________________________________________
 LL0458* NAD 83(1986)-  40 41 50.     (N)    105 14 43.     (W)     SCALED    
 LL0458* NAVD 88     -      1640.788  (meters)    5383.15   (feet)  ADJUSTED  
 LL0458  ___________________________________________________________________
 LL0458  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 LL0458  DYNAMIC HT  -        1639.399 (meters)    5378.59  (feet)  COMP
 LL0458  MODELED GRAV-     979,720.1   (mgal)                       NAVD 88
 LL0458
 LL0458  VERT ORDER  -  SECOND    CLASS 0
 LL0458
 LL0458.The horizontal coordinates were scaled from a topographic map and have
 LL0458.an estimated accuracy of +/- 6 seconds.
 LL0458
 LL0458.The orthometric height was determined by differential leveling
 LL0458.and adjusted by the National Geodetic Survey in June 1991..
 LL0458
 LL0458.The geoid height was determined by GEOID03.
 LL0458
 LL0458.The dynamic height is computed by dividing the NAVD 88
 LL0458.geopotential number by the normal gravity value computed on the
 LL0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0458.degrees latitude (g = 980.6199 gals.).
 LL0458
 LL0458.The modeled gravity was interpolated from observed gravity values.
 LL0458
 LL0458;                    North         East    Units  Estimated Accuracy
 LL0458;SPC CO N     -   456,270.      935,930.      MT  (+/- 180 meters Scaled)
 LL0458
 LL0458                          SUPERSEDED SURVEY CONTROL
 LL0458
 LL0458  NGVD 29 (??/??/92) 1639.814  (m)         5379.96   (f) ADJ UNCH    2 0
 LL0458
 LL0458.Superseded values are not recommended for survey control.
 LL0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0458.See file dsdata.txt to determine how the superseded data were derived.
 LL0458
 LL0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF792051(NAD 83)
 LL0458_MARKER: DD = SURVEY DISK
 LL0458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0458_SP_SET: CONCRETE DROP INLET
 LL0458_STAMPING: E 60 1943 5378.069
 LL0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0458
 LL0458  HISTORY     - Date     Condition        Report By
 LL0458  HISTORY     - UNK      MONUMENTED       BOR
 LL0458  HISTORY     - 1959     MARK NOT FOUND   NGS
 LL0458  HISTORY     - 1969     MARK NOT FOUND   NGS
 LL0458
 LL0458                          STATION DESCRIPTION
 LL0458
 LL0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LL0458'5.2 MI W FROM TEDS PLACE.
 LL0458'5.2 MILES WEST ALONG STATE HIGHWAY 14 FROM TEDS PLACE, LARIMER
 LL0458'COUNTY, 0.5 MILE SOUTH OF FORT COLLINS (POUDRE RIVER) FILTER PLANT,
 LL0458'275 FEET NORTHWEST OF THE JUNCTION OF A ROAD LEADING TO THE
 LL0458'FILTER PLANT 10 FEET WEST AND 25 FEET ABOVE THE CATTLE GUARD AND
 LL0458'GATE ON THE ROAD, ON THE OUTSIDE SHOULDER OF THE HIGHWAY, ON THE
 LL0458'NORTHWEST CORNER OF A CONCRETE DROP INLET, AND LEVEL WITH THE
 LL0458'HIGHWAY. A UNITED STATES BUREAU OF RECLAMATION STANDARD DISK,
 LL0458'STAMPED E 60 1943 5378.069.
 LL0458
 LL0458                          STATION RECOVERY (1969)
 LL0458
 LL0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 LL0458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0094 ***********************************************************************
 LK0094  DESIGNATION -  E 60
 LK0094  PID         -  LK0094
 LK0094  STATE/COUNTY-  CO/YUMA
 LK0094  USGS QUAD   -  SCHRAMM (1984)
 LK0094
 LK0094                         *CURRENT SURVEY CONTROL
 LK0094  ___________________________________________________________________
 LK0094* NAD 83(1986)-  40 06 34.     (N)    102 32 28.     (W)     SCALED    
 LK0094* NAVD 88     -      1201.432  (meters)    3941.70   (feet)  ADJUSTED  
 LK0094  ___________________________________________________________________
 LK0094  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 LK0094  DYNAMIC HT  -        1200.499 (meters)    3938.64  (feet)  COMP
 LK0094  MODELED GRAV-     979,806.9   (mgal)                       NAVD 88
 LK0094
 LK0094  VERT ORDER  -  SECOND    CLASS 0
 LK0094
 LK0094.The horizontal coordinates were scaled from a topographic map and have
 LK0094.an estimated accuracy of +/- 6 seconds.
 LK0094
 LK0094.The orthometric height was determined by differential leveling
 LK0094.and adjusted by the National Geodetic Survey in June 1991..
 LK0094
 LK0094.The geoid height was determined by GEOID03.
 LK0094
 LK0094.The dynamic height is computed by dividing the NAVD 88
 LK0094.geopotential number by the normal gravity value computed on the
 LK0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0094.degrees latitude (g = 980.6199 gals.).
 LK0094
 LK0094.The modeled gravity was interpolated from observed gravity values.
 LK0094
 LK0094;                    North         East    Units  Estimated Accuracy
 LK0094;SPC CO N     -   395,180.    1,166,610.      MT  (+/- 180 meters Scaled)
 LK0094
 LK0094                          SUPERSEDED SURVEY CONTROL
 LK0094
 LK0094  NGVD 29 (??/??/92) 1200.909  (m)         3939.98   (f) ADJ UNCH    2 0
 LK0094
 LK0094.Superseded values are not recommended for survey control.
 LK0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0094.See file dsdata.txt to determine how the superseded data were derived.
 LK0094
 LK0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE095428(NAD 83)
 LK0094_MARKER: DB = BENCH MARK DISK
 LK0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0094_STAMPING: E 60 1935
 LK0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0094+STABILITY: SURFACE MOTION
 LK0094
 LK0094  HISTORY     - Date     Condition        Report By
 LK0094  HISTORY     - 1935     MONUMENTED       CGS
 LK0094
 LK0094                          STATION DESCRIPTION
 LK0094
 LK0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LK0094'2.8 MI W FROM ECKLEY.
 LK0094'2.8 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LK0094'FROM THE STATION AT ECKLEY, YUMA COUNTY, 65 FEET SOUTHEAST OF MILE
 LK0094'POST 395, AT A ROAD CROSSING, 55 FEET SOUTHEAST OF THE CENTERLINE
 LK0094'OF THE TRACK, 37 FEET EAST OF THE CENTERLINE OF THE ROAD, 11 FEET
 LK0094'SOUTH OF A LINE OF POLES, AND 90 FEET NORTH OF THE CENTERLINE OF
 LK0094'THE STATE HIGHWAY 54.  A STANDARD DISK, STAMPED E 60 1935 AND SET IN
 LK0094'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0457 ***********************************************************************
 LL0457  DESIGNATION -  E 61
 LL0457  PID         -  LL0457
 LL0457  STATE/COUNTY-  CO/LARIMER
 LL0457  USGS QUAD   -  LAPORTE (1979)
 LL0457
 LL0457                         *CURRENT SURVEY CONTROL
 LL0457  ___________________________________________________________________
 LL0457* NAD 83(1986)-  40 42 06.     (N)    105 14 29.     (W)     SCALED    
 LL0457* NAVD 88     -      1639.016  (meters)    5377.34   (feet)  ADJUSTED  
 LL0457  ___________________________________________________________________
 LL0457  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 LL0457  DYNAMIC HT  -        1637.628 (meters)    5372.78  (feet)  COMP
 LL0457  MODELED GRAV-     979,719.8   (mgal)                       NAVD 88
 LL0457
 LL0457  VERT ORDER  -  SECOND    CLASS 0
 LL0457
 LL0457.The horizontal coordinates were scaled from a topographic map and have
 LL0457.an estimated accuracy of +/- 6 seconds.
 LL0457
 LL0457.The orthometric height was determined by differential leveling
 LL0457.and adjusted by the National Geodetic Survey in June 1991..
 LL0457
 LL0457.The geoid height was determined by GEOID03.
 LL0457
 LL0457.The dynamic height is computed by dividing the NAVD 88
 LL0457.geopotential number by the normal gravity value computed on the
 LL0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0457.degrees latitude (g = 980.6199 gals.).
 LL0457
 LL0457.The modeled gravity was interpolated from observed gravity values.
 LL0457
 LL0457;                    North         East    Units  Estimated Accuracy
 LL0457;SPC CO N     -   456,760.      936,260.      MT  (+/- 180 meters Scaled)
 LL0457
 LL0457                          SUPERSEDED SURVEY CONTROL
 LL0457
 LL0457  NGVD 29 (??/??/92) 1638.040  (m)         5374.14   (f) ADJ UNCH    2 0
 LL0457
 LL0457.Superseded values are not recommended for survey control.
 LL0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0457.See file dsdata.txt to determine how the superseded data were derived.
 LL0457
 LL0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF796056(NAD 83)
 LL0457_MARKER: DD = SURVEY DISK
 LL0457_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0457_SP_SET: FISH POND WALL
 LL0457_STAMPING: E 61 1943 5372.250
 LL0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0457
 LL0457  HISTORY     - Date     Condition        Report By
 LL0457  HISTORY     - UNK      MONUMENTED       BOR
 LL0457  HISTORY     - 1943     GOOD             NGS
 LL0457
 LL0457                          STATION DESCRIPTION
 LL0457
 LL0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LL0457'5.7 MI W FROM TEDS PLACE.
 LL0457'5.2 MILES WEST ALONG STATE HIGHWAY 14 FROM TEDS PLACE, LARIMER
 LL0457'COUNTY, THENCE 0.5 MILE WEST ALONG A ROAD, AT FORT COLLINS
 LL0457'(POUDRE RIVER) FILTER PLANT, 75 FEET NORTHWEST OF THE NORTHWEST
 LL0457'CORNER OF A BRIDGE OVER POUDRE RIVER, 74 FEET SOUTHEAST OF THE
 LL0457'SOUTHEAST CORNER OF THE FILTER PLANT, AND ON THE TOP OF THE
 LL0457'SOUTHWEST CORNER OF A CONCRETE WALL OF A FISH POND. A UNITED
 LL0457'STATES BUREAU OF RECLAMATION STANDARD DISK, STAMPED E 61 1943
 LL0457'5372.250.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0281 ***********************************************************************
 LK0281  DESIGNATION -  E 61
 LK0281  PID         -  LK0281
 LK0281  STATE/COUNTY-  CO/MORGAN
 LK0281  USGS QUAD   -  LAMB (1984)
 LK0281
 LK0281                         *CURRENT SURVEY CONTROL
 LK0281  ___________________________________________________________________
 LK0281* NAD 83(1986)-  40 14 55.     (N)    103 45 35.     (W)     SCALED    
 LK0281* NAVD 88     -      1310.580  (meters)    4299.79   (feet)  ADJUSTED  
 LK0281  ___________________________________________________________________
 LK0281  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 LK0281  DYNAMIC HT  -        1309.529 (meters)    4296.35  (feet)  COMP
 LK0281  MODELED GRAV-     979,777.5   (mgal)                       NAVD 88
 LK0281
 LK0281  VERT ORDER  -  SECOND    CLASS 0
 LK0281
 LK0281.The horizontal coordinates were scaled from a topographic map and have
 LK0281.an estimated accuracy of +/- 6 seconds.
 LK0281
 LK0281.The orthometric height was determined by differential leveling
 LK0281.and adjusted by the National Geodetic Survey in June 1991..
 LK0281
 LK0281.The geoid height was determined by GEOID03.
 LK0281
 LK0281.The dynamic height is computed by dividing the NAVD 88
 LK0281.geopotential number by the normal gravity value computed on the
 LK0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0281.degrees latitude (g = 980.6199 gals.).
 LK0281
 LK0281.The modeled gravity was interpolated from observed gravity values.
 LK0281
 LK0281;                    North         East    Units  Estimated Accuracy
 LK0281;SPC CO N     -   407,880.    1,062,460.      MT  (+/- 180 meters Scaled)
 LK0281
 LK0281                          SUPERSEDED SURVEY CONTROL
 LK0281
 LK0281  NGVD 29 (??/??/92) 1309.887  (m)         4297.52   (f) ADJ UNCH    2 0
 LK0281
 LK0281.Superseded values are not recommended for survey control.
 LK0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0281.See file dsdata.txt to determine how the superseded data were derived.
 LK0281
 LK0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE054560(NAD 83)
 LK0281_MARKER: DB = BENCH MARK DISK
 LK0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0281_STAMPING: E 61 1934
 LK0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0281+STABILITY: SURFACE MOTION
 LK0281
 LK0281  HISTORY     - Date     Condition        Report By
 LK0281  HISTORY     - 1934     MONUMENTED       CGS
 LK0281  HISTORY     - 1935     GOOD             NGS
 LK0281  HISTORY     - 1963     MARK NOT FOUND   USGS
 LK0281
 LK0281                          STATION DESCRIPTION
 LK0281
 LK0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LK0281'2.1 MI E FROM FT MORGAN.
 LK0281'2.1 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LK0281'FROM THE STATION AT FORT MORGAN, MORGAN COUNTY, 0.2 MILE WEST OF
 LK0281'THE MOSELEY CROSSING SIDING SIGN, 18 FEET NORTH OF MILEPOST 462,
 LK0281'AND 27 FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 LK0281'DISK, STAMPED E 61 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LK0281
 LK0281                          STATION RECOVERY (1963)
 LK0281
 LK0281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LK0281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0124 ***********************************************************************
 LL0124  DESIGNATION -  E 62
 LL0124  PID         -  LL0124
 LL0124  STATE/COUNTY-  CO/WELD
 LL0124  USGS QUAD   -  PROSPECT VALLEY (1978)
 LL0124
 LL0124                         *CURRENT SURVEY CONTROL
 LL0124  ___________________________________________________________________
 LL0124* NAD 83(1986)-  40 04 23.     (N)    104 25 37.     (W)     SCALED    
 LL0124* NAVD 88     -      1483.322  (meters)    4866.53   (feet)  ADJUSTED  
 LL0124  ___________________________________________________________________
 LL0124  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 LL0124  DYNAMIC HT  -        1482.026 (meters)    4862.28  (feet)  COMP
 LL0124  MODELED GRAV-     979,700.5   (mgal)                       NAVD 88
 LL0124
 LL0124  VERT ORDER  -  SECOND    CLASS 0
 LL0124
 LL0124.The horizontal coordinates were scaled from a topographic map and have
 LL0124.an estimated accuracy of +/- 6 seconds.
 LL0124
 LL0124.The orthometric height was determined by differential leveling
 LL0124.and adjusted by the National Geodetic Survey in June 1991..
 LL0124.WARNING-Repeat measurements at this control monument indicate possible
 LL0124.vertical movement.
 LL0124
 LL0124.The geoid height was determined by GEOID03.
 LL0124
 LL0124.The dynamic height is computed by dividing the NAVD 88
 LL0124.geopotential number by the normal gravity value computed on the
 LL0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0124.degrees latitude (g = 980.6199 gals.).
 LL0124
 LL0124.The modeled gravity was interpolated from observed gravity values.
 LL0124
 LL0124;                    North         East    Units  Estimated Accuracy
 LL0124;SPC CO N     -   387,490.    1,005,930.      MT  (+/- 180 meters Scaled)
 LL0124
 LL0124                          SUPERSEDED SURVEY CONTROL
 LL0124
 LL0124  NGVD 29 (??/??/92) 1482.486  (m)         4863.79   (f) ADJ UNCH    2 0
 LL0124
 LL0124.Superseded values are not recommended for survey control.
 LL0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0124.See file dsdata.txt to determine how the superseded data were derived.
 LL0124
 LL0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE488360(NAD 83)
 LL0124_MARKER: DB = BENCH MARK DISK
 LL0124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0124_SP_SET: CONCRETE BASE
 LL0124_STAMPING: E 62 1934
 LL0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0124
 LL0124  HISTORY     - Date     Condition        Report By
 LL0124  HISTORY     - 1934     MONUMENTED       CGS
 LL0124  HISTORY     - 1952     GOOD             NGS
 LL0124  HISTORY     - 1979     GOOD             NGS
 LL0124
 LL0124                          STATION DESCRIPTION
 LL0124
 LL0124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 LL0124'0.6 MI W FROM PROSPECT VALLEY.
 LL0124'0.6 MILE WEST ALONG STATE HIGHWAY 52 FROM ITS INTERSECTION WITH
 LL0124'STATE HIGHWAY 79 AT PROSPECT VALLEY, AT PROSPECT VALLEY SCHOOL
 LL0124'DISTRICT 96, 76 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 51
 LL0124'FEET NORTH OF THE NORTHEAST CORNER OF THE SCHOOLHOUSE, 1 FOOT
 LL0124'ABOVE THE GROUND, SET IN THE TOP OF THE WEST CORNER OF THE
 LL0124'CONCRETE BASE OF THE FLAGPOLE.
 LL0124
 LL0124                          STATION RECOVERY (1979)
 LL0124
 LL0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LL0124'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0250 ***********************************************************************
 LK0250  DESIGNATION -  E 63
 LK0250  PID         -  LK0250
 LK0250  STATE/COUNTY-  CO/WASHINGTON
 LK0250  USGS QUAD   -  BUFFALO SPRINGS RANCH (1984)
 LK0250
 LK0250                         *CURRENT SURVEY CONTROL
 LK0250  ___________________________________________________________________
 LK0250* NAD 83(1992)-  40 17 35.06120(N)    103 12 44.60699(W)     ADJUSTED  
 LK0250* NAVD 88     -      1364.144  (meters)    4475.53   (feet)  ADJUSTED  
 LK0250  ___________________________________________________________________
 LK0250  X           -  -1,113,722.968 (meters)                     COMP
 LK0250  Y           -  -4,743,767.344 (meters)                     COMP
 LK0250  Z           -   4,103,729.832 (meters)                     COMP
 LK0250  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 LK0250  ELLIP HEIGHT-        1344.10  (meters)          (12/03/02) GPS OBS
 LK0250  GEOID HEIGHT-         -20.05  (meters)                     GEOID03
 LK0250  DYNAMIC HT  -        1363.066 (meters)    4471.99  (feet)  COMP
 LK0250  MODELED GRAV-     979,786.8   (mgal)                       NAVD 88
 LK0250
 LK0250  HORZ ORDER  -  FIRST
 LK0250  VERT ORDER  -  SECOND    CLASS 0
 LK0250  ELLP ORDER  -  FOURTH    CLASS II
 LK0250
 LK0250.The horizontal coordinates were established by GPS observations
 LK0250.and adjusted by the National Geodetic Survey in July 1996..
 LK0250
 LK0250.The orthometric height was determined by differential leveling
 LK0250.and adjusted by the National Geodetic Survey in June 1991..
 LK0250
 LK0250.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0250
 LK0250.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0250
 LK0250.The ellipsoidal height was determined by GPS observations
 LK0250.and is referenced to NAD 83.
 LK0250
 LK0250.The geoid height was determined by GEOID03.
 LK0250
 LK0250.The dynamic height is computed by dividing the NAVD 88
 LK0250.geopotential number by the normal gravity value computed on the
 LK0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0250.degrees latitude (g = 980.6199 gals.).
 LK0250
 LK0250.The modeled gravity was interpolated from observed gravity values.
 LK0250
 LK0250;                    North         East     Units Scale Factor Converg.
 LK0250;SPC CO N     -   413,869.897 1,108,881.980   MT  0.99995712   +1 28 41.2
 LK0250;SPC CO N     - 1,357,838.15  3,638,056.96   sFT  0.99995712   +1 28 41.2
 LK0250;UTM  13      - 4,461,819.325   651,939.519   MT  0.99988418   +1 09 22.5
 LK0250
 LK0250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0250!SPC CO N     -   0.99978919  x   0.99995712  =   0.99974632
 LK0250!UTM  13      -   0.99978919  x   0.99988418  =   0.99967340
 LK0250
 LK0250                          SUPERSEDED SURVEY CONTROL
 LK0250
 LK0250  ELLIP H (10/08/96) 1344.12   (m)                       GP(       ) 1 1
 LK0250  ELLIP H (07/08/96) 1344.37   (m)                       GP(       ) 1 1
 LK0250  NAVD 88 (07/08/96) 1364.14   (m)         4475.5    (f) LEVELING    3  
 LK0250  NGVD 29 (??/??/92) 1363.516  (m)         4473.47   (f) ADJ UNCH    2 0
 LK0250
 LK0250.Superseded values are not recommended for survey control.
 LK0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0250.See file dsdata.txt to determine how the superseded data were derived.
 LK0250
 LK0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE5194061819(NAD 83)
 LK0250_MARKER: DB = BENCH MARK DISK
 LK0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0250_STAMPING: E 63 1935
 LK0250_MARK LOGO: CGS   
 LK0250_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LK0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0250+STABILITY: SURFACE MOTION
 LK0250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0250+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1995
 LK0250
 LK0250  HISTORY     - Date     Condition        Report By
 LK0250  HISTORY     - 1935     MONUMENTED       CGS
 LK0250  HISTORY     - 1973     GOOD             USGS
 LK0250  HISTORY     - 19950629 GOOD             NGS
 LK0250
 LK0250                          STATION DESCRIPTION
 LK0250
 LK0250'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 LK0250'4.7 MI S FROM WAITLEY.
 LK0250'9.6 MILES NORTH ALONG STATE HIGHWAY 63 FROM AKRON, WASHINGTON COUNTY,
 LK0250'55 FEET SOUTHEAST OF THE INTERSECTION OF AN EAST-AND-WEST ROAD, 42
 LK0250'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 15 FEET SOUTH OF THE
 LK0250'SOUTH END OF A CATTLE GUARD, AND 3 FEET SOUTHEAST OF A FENCE CORNER.
 LK0250'A STANDARD DISK, STAMPED E 63 1935 AND SET IN THE TOP OF A CONCRETE
 LK0250'POST.
 LK0250
 LK0250                          STATION RECOVERY (1995)
 LK0250
 LK0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 LK0250'THE STATION IS LOCATED ABOUT 22 MI (35.4 KM) SOUTH OF STERLING, 20 MI
 LK0250'(32.2 KM) EAST OF BRUSH AND 9 MI (14.5 KM) NORTH OF AKRON, IN THE
 LK0250'NORTHWEST 1/4 OF SECTION 28, T 4 N, R 52 W, AT COLORADO HIGHWAY 63
 LK0250'MILEPOST 38.24.  OWNERSHIP-- COLORADO DEPT.  OF TRANSPORTATION.  TO
 LK0250'REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 34 AND STATE
 LK0250'HIGHWAY 63 IN AKRON, GO NORTH ON STATE HIGHWAY 63 FOR 9.25 MI (14.89
 LK0250'KM) TO THE STATION ON THE RIGHT.  THE DISK IS A STANDARD DISK SET IN A
 LK0250'10-INCH SQUARE CONCRETE POST PROJECTION 10 CM ABOVE THE GROUND.  IT IS
 LK0250'15.9 M (52.2 FT) SOUTH OIF A FENCE CORNER, 15.7 M (51.5 FT) EAST OF
 LK0250'THE CENTER LINE OF STATE HIGHWAY 63, 12.3 M (40.4 FT) SOUTH OF THE
 LK0250'CENTER OF A GATE FOR COUNTY ROAD 50, 6.8 M (22.3 FT) SOUTH OF THE
 LK0250'CENTER OF A CATTLE GUARD, 0.6 M (2.0 FT) EAST OF A BARBED WIRE FENCE,
 LK0250'0.3 M (1.0 FT) WEST OF A WITNESS POST AND ABOUT 40 CM BELOW THE LEVEL
 LK0250'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0331 ***********************************************************************
 HK0331  DESIGNATION -  E 64
 HK0331  PID         -  HK0331
 HK0331  STATE/COUNTY-  CO/COSTILLA
 HK0331  USGS QUAD   -  SKY VALLEY RANCH (1967)
 HK0331
 HK0331                         *CURRENT SURVEY CONTROL
 HK0331  ___________________________________________________________________
 HK0331* NAD 83(1986)-  37 03 32.     (N)    105 37 38.     (W)     SCALED    
 HK0331* NAVD 88     -      2310.442  (meters)    7580.18   (feet)  ADJUSTED  
 HK0331  ___________________________________________________________________
 HK0331  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 HK0331  DYNAMIC HT  -        2307.310 (meters)    7569.90  (feet)  COMP
 HK0331  MODELED GRAV-     979,192.5   (mgal)                       NAVD 88
 HK0331
 HK0331  VERT ORDER  -  SECOND    CLASS 0
 HK0331
 HK0331.The horizontal coordinates were scaled from a topographic map and have
 HK0331.an estimated accuracy of +/- 6 seconds.
 HK0331
 HK0331.The orthometric height was determined by differential leveling
 HK0331.and adjusted by the National Geodetic Survey in June 1991..
 HK0331
 HK0331.The geoid height was determined by GEOID03.
 HK0331
 HK0331.The dynamic height is computed by dividing the NAVD 88
 HK0331.geopotential number by the normal gravity value computed on the
 HK0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0331.degrees latitude (g = 980.6199 gals.).
 HK0331
 HK0331.The modeled gravity was interpolated from observed gravity values.
 HK0331
 HK0331;                    North         East    Units  Estimated Accuracy
 HK0331;SPC CO S     -   348,340.      903,090.      MT  (+/- 180 meters Scaled)
 HK0331
 HK0331                          SUPERSEDED SURVEY CONTROL
 HK0331
 HK0331  NGVD 29 (??/??/92) 2309.174  (m)         7576.02   (f) ADJ UNCH    2 0
 HK0331
 HK0331.Superseded values are not recommended for survey control.
 HK0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0331.See file dsdata.txt to determine how the superseded data were derived.
 HK0331
 HK0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB442015(NAD 83)
 HK0331_MARKER: DB = BENCH MARK DISK
 HK0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0331_STAMPING: E 64 1934
 HK0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0331+STABILITY: SURFACE MOTION
 HK0331
 HK0331  HISTORY     - Date     Condition        Report By
 HK0331  HISTORY     - 1934     MONUMENTED       CGS
 HK0331  HISTORY     - 1967     GOOD             NGS
 HK0331
 HK0331                          STATION DESCRIPTION
 HK0331
 HK0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HK0331'3.1 MI S FROM MESITA.
 HK0331'REVISED DESCRIPTION- 3.1 MILES SOUTH OF MESITA, ALONG A FIELD ROAD
 HK0331'LOCATED 0.3 MILE WEST OF THE MESITA CHURCH PARALLELING THE OLD
 HK0331'RAILROAD GRADE OF THE SAN LUIS VALLEY SOUTHERN RAILWAY, ABOUT 0.37
 HK0331'MILE SOUTHWEST OF A T-ROAD SOUTH TO THE EAST DALE RESERVOIR NO 1,
 HK0331'ABOUT 175 FEET WEST OF THE CENTERLINE OF THE ROAD, ABOUT 60 FEET
 HK0331'EAST OF THE OLD RAILROAD GRADE.  SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0596 ***********************************************************************
 HK0596  DESIGNATION -  E 65 RESET
 HK0596  PID         -  HK0596
 HK0596  STATE/COUNTY-  CO/CONEJOS
 HK0596  USGS QUAD   -  MESITO RESERVOIR (1982)
 HK0596
 HK0596                         *CURRENT SURVEY CONTROL
 HK0596  ___________________________________________________________________
 HK0596* NAD 83(1986)-  37 10 48.     (N)    105 43 54.     (W)     SCALED    
 HK0596* NAVD 88     -      2280.25   (meters)    7481.1    (feet)  RESET     
 HK0596  ___________________________________________________________________
 HK0596  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 HK0596
 HK0596  VERT ORDER  -  THIRD
 HK0596
 HK0596.The horizontal coordinates were scaled from a topographic map and have
 HK0596.an estimated accuracy of +/- 6 seconds.
 HK0596
 HK0596.The orthometric height was computed from unverified reset data.
 HK0596.No vertical observational check was made to the station.
 HK0596
 HK0596.The geoid height was determined by GEOID03.
 HK0596
 HK0596;                    North         East    Units  Estimated Accuracy
 HK0596;SPC CO S     -   361,800.      893,830.      MT  (+/- 180 meters Scaled)
 HK0596
 HK0596                          SUPERSEDED SURVEY CONTROL
 HK0596
 HK0596  NGVD 29 (03/28/06) 2279.04   (m)         7477.2    (f) RESET       3  
 HK0596
 HK0596.Superseded values are not recommended for survey control.
 HK0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0596.See file dsdata.txt to determine how the superseded data were derived.
 HK0596
 HK0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB350150(NAD 83)
 HK0596_MARKER: DB = BENCH MARK DISK
 HK0596_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 HK0596_SP_SET: BRIDGE CURB
 HK0596_STAMPING: E 65 RESET 1984
 HK0596_MARK LOGO: CODH  
 HK0596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0596
 HK0596  HISTORY     - Date     Condition        Report By
 HK0596  HISTORY     - 1984     MONUMENTED       CODH
 HK0596
 HK0596                          STATION DESCRIPTION
 HK0596
 HK0596'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1984
 HK0596'18.3 KM (11.40 MI) EAST FROM MANASSA.
 HK0596'11.4 MILES EAST ALONG STATE HIGHWAY 142 FROM MANASSA, AT THE BRIDGE
 HK0596'OVER THE RIO GRANDE RIVER, IN TOP OF THE SOUTH CONCRETE CURB, ABOUT
 HK0596'29 FEET EAST OF THE WESTERLY END OF THE CURB, AND ABOUT 18 FEET SOUTH
 HK0596'OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0244 ***********************************************************************
 HK0244  DESIGNATION -  E 66
 HK0244  PID         -  HK0244
 HK0244  STATE/COUNTY-  CO/LAS ANIMAS
 HK0244  USGS QUAD   -  STONEWALL (1994)
 HK0244
 HK0244                         *CURRENT SURVEY CONTROL
 HK0244  ___________________________________________________________________
 HK0244* NAD 83(1986)-  37 11 42.     (N)    105 04 57.     (W)     SCALED    
 HK0244* NAVD 88     -      2856.648  (meters)    9372.19   (feet)  ADJUSTED  
 HK0244  ___________________________________________________________________
 HK0244  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 HK0244  DYNAMIC HT  -        2852.604 (meters)    9358.92  (feet)  COMP
 HK0244  MODELED GRAV-     979,110.6   (mgal)                       NAVD 88
 HK0244
 HK0244  VERT ORDER  -  SECOND    CLASS 0
 HK0244
 HK0244.The horizontal coordinates were scaled from a topographic map and have
 HK0244.an estimated accuracy of +/- 6 seconds.
 HK0244
 HK0244.The orthometric height was determined by differential leveling
 HK0244.and adjusted by the National Geodetic Survey in June 1991..
 HK0244
 HK0244.The geoid height was determined by GEOID03.
 HK0244
 HK0244.The dynamic height is computed by dividing the NAVD 88
 HK0244.geopotential number by the normal gravity value computed on the
 HK0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0244.degrees latitude (g = 980.6199 gals.).
 HK0244
 HK0244.The modeled gravity was interpolated from observed gravity values.
 HK0244
 HK0244;                    North         East    Units  Estimated Accuracy
 HK0244;SPC CO S     -   363,520.      951,470.      MT  (+/- 180 meters Scaled)
 HK0244
 HK0244                          SUPERSEDED SURVEY CONTROL
 HK0244
 HK0244  NGVD 29 (??/??/92) 2855.209  (m)         9367.46   (f) ADJ UNCH    2 0
 HK0244
 HK0244.Superseded values are not recommended for survey control.
 HK0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0244.See file dsdata.txt to determine how the superseded data were derived.
 HK0244
 HK0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB926165(NAD 83)
 HK0244_MARKER: DB = BENCH MARK DISK
 HK0244_SETTING: 66 = SET IN ROCK OUTCROP
 HK0244_SP_SET: ROCK LEDGE
 HK0244_STAMPING: E 66 1934
 HK0244_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HK0244+STABILITY: POSITION/ELEVATION WELL
 HK0244
 HK0244  HISTORY     - Date     Condition        Report By
 HK0244  HISTORY     - 1934     MONUMENTED       CGS
 HK0244
 HK0244                          STATION DESCRIPTION
 HK0244
 HK0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0244'17.6 MI W FROM WESTON.
 HK0244'17.6 MI W ON WHISKEY PASS ROAD FROM WESTON, ON A SHARP CURVE, AT
 HK0244'THE E EDGE OF A FILL 21 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 HK0244'15 FEET E OF A FILL AND SET VERTICALLY IN A ROCK LEDGE, ABOUT 3
 HK0244'FEET ABOVE THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0104 ***********************************************************************
 HK0104  DESIGNATION -  E 67
 HK0104  PID         -  HK0104
 HK0104  STATE/COUNTY-  CO/LAS ANIMAS
 HK0104  USGS QUAD   -  VIGIL (1971)
 HK0104
 HK0104                         *CURRENT SURVEY CONTROL
 HK0104  ___________________________________________________________________
 HK0104* NAD 83(1986)-  37 09 14.     (N)    104 55 15.     (W)     SCALED    
 HK0104* NAVD 88     -      2193.991  (meters)    7198.12   (feet)  ADJUSTED  
 HK0104  ___________________________________________________________________
 HK0104  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 HK0104  DYNAMIC HT  -        2191.082 (meters)    7188.57  (feet)  COMP
 HK0104  MODELED GRAV-     979,226.8   (mgal)                       NAVD 88
 HK0104
 HK0104  VERT ORDER  -  SECOND    CLASS 0
 HK0104
 HK0104.The horizontal coordinates were scaled from a topographic map and have
 HK0104.an estimated accuracy of +/- 6 seconds.
 HK0104
 HK0104.The orthometric height was determined by differential leveling
 HK0104.and adjusted by the National Geodetic Survey in June 1991..
 HK0104
 HK0104.The geoid height was determined by GEOID03.
 HK0104
 HK0104.The dynamic height is computed by dividing the NAVD 88
 HK0104.geopotential number by the normal gravity value computed on the
 HK0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0104.degrees latitude (g = 980.6199 gals.).
 HK0104
 HK0104.The modeled gravity was interpolated from observed gravity values.
 HK0104
 HK0104;                    North         East    Units  Estimated Accuracy
 HK0104;SPC CO S     -   359,030.      965,850.      MT  (+/- 180 meters Scaled)
 HK0104
 HK0104                          SUPERSEDED SURVEY CONTROL
 HK0104
 HK0104.No superseded survey control is available for this station.
 HK0104
 HK0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB070119(NAD 83)
 HK0104_MARKER: DB = BENCH MARK DISK
 HK0104_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HK0104_SP_SET: BRIDGE
 HK0104_STAMPING: E 67 1934
 HK0104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0104
 HK0104  HISTORY     - Date     Condition        Report By
 HK0104  HISTORY     - 1934     MONUMENTED       CGS
 HK0104
 HK0104                          STATION DESCRIPTION
 HK0104
 HK0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0104'4.3 MI W FROM WESTON.
 HK0104'ABOUT 4.3 MILES WEST ALONG STATE HIGHWAY 12 FROM WESTON, LAS ANIMAS
 HK0104'COUNTY, AT THE EAST END OF A BRIDGE, AND IN THE TOP OF THE NORTH
 HK0104'WING WALL.  A STANDARD DISK, STAMPED E 67 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0072 ***********************************************************************
 HK0072  DESIGNATION -  E 68
 HK0072  PID         -  HK0072
 HK0072  STATE/COUNTY-  CO/LAS ANIMAS
 HK0072  USGS QUAD   -  MOONEY HILLS (1970)
 HK0072
 HK0072                         *CURRENT SURVEY CONTROL
 HK0072  ___________________________________________________________________
 HK0072* NAD 83(1986)-  37 08 37.     (N)    104 18 05.     (W)     SCALED    
 HK0072* NAVD 88     -      1765.068  (meters)    5790.89   (feet)  ADJUSTED  
 HK0072  ___________________________________________________________________
 HK0072  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 HK0072  DYNAMIC HT  -        1762.955 (meters)    5783.96  (feet)  COMP
 HK0072  MODELED GRAV-     979,371.0   (mgal)                       NAVD 88
 HK0072
 HK0072  VERT ORDER  -  SECOND    CLASS 0
 HK0072
 HK0072.The horizontal coordinates were scaled from a topographic map and have
 HK0072.an estimated accuracy of +/- 6 seconds.
 HK0072
 HK0072.The orthometric height was determined by differential leveling
 HK0072.and adjusted by the National Geodetic Survey in June 1991..
 HK0072
 HK0072.The geoid height was determined by GEOID03.
 HK0072
 HK0072.The dynamic height is computed by dividing the NAVD 88
 HK0072.geopotential number by the normal gravity value computed on the
 HK0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0072.degrees latitude (g = 980.6199 gals.).
 HK0072
 HK0072.The modeled gravity was interpolated from observed gravity values.
 HK0072
 HK0072;                    North         East    Units  Estimated Accuracy
 HK0072;SPC CO S     -   358,420.    1,020,890.      MT  (+/- 180 meters Scaled)
 HK0072
 HK0072                          SUPERSEDED SURVEY CONTROL
 HK0072
 HK0072  NGVD 29 (??/??/92) 1764.125  (m)         5787.80   (f) ADJ UNCH    2 0
 HK0072
 HK0072.Superseded values are not recommended for survey control.
 HK0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0072.See file dsdata.txt to determine how the superseded data were derived.
 HK0072
 HK0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB620110(NAD 83)
 HK0072_MARKER: DB = BENCH MARK DISK
 HK0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0072_STAMPING: E 68 1934
 HK0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0072+STABILITY: SURFACE MOTION
 HK0072
 HK0072  HISTORY     - Date     Condition        Report By
 HK0072  HISTORY     - 1934     MONUMENTED       CGS
 HK0072
 HK0072                          STATION DESCRIPTION
 HK0072
 HK0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0072'1.8 MI SE FROM GARCIA.
 HK0072'ABOUT 1.8 MILES SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILWAY
 HK0072'FROM GARCIA, LAS ANIMAS COUNTY, 20 FEET SOUTHWEST OF MILEPOST 230,
 HK0072'ABOUT 100 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 160, 37 FEET
 HK0072'SOUTH OF THE CENTER LINE OF THE TRACK, AND 2 FEET NORTH OF A POLE.
 HK0072'A STANDARD DISK, STAMPED E 68 1934 AND SET IN THE TOP OF A CONCRETE
 HK0072'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0039 ***********************************************************************
 HK0039  DESIGNATION -  E 69
 HK0039  PID         -  HK0039
 HK0039  STATE/COUNTY-  CO/LAS ANIMAS
 HK0039  USGS QUAD   -  EARL (1970)
 HK0039
 HK0039                         *CURRENT SURVEY CONTROL
 HK0039  ___________________________________________________________________
 HK0039* NAD 83(1986)-  37 17 49.     (N)    104 19 49.     (W)     SCALED    
 HK0039* NAVD 88     -      1742.966  (meters)    5718.38   (feet)  ADJUSTED  
 HK0039  ___________________________________________________________________
 HK0039  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 HK0039  DYNAMIC HT  -        1740.896 (meters)    5711.59  (feet)  COMP
 HK0039  MODELED GRAV-     979,381.8   (mgal)                       NAVD 88
 HK0039
 HK0039  VERT ORDER  -  SECOND    CLASS 0
 HK0039
 HK0039.The horizontal coordinates were scaled from a topographic map and have
 HK0039.an estimated accuracy of +/- 6 seconds.
 HK0039
 HK0039.The orthometric height was determined by differential leveling
 HK0039.and adjusted by the National Geodetic Survey in June 1991..
 HK0039
 HK0039.The geoid height was determined by GEOID03.
 HK0039
 HK0039.The dynamic height is computed by dividing the NAVD 88
 HK0039.geopotential number by the normal gravity value computed on the
 HK0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0039.degrees latitude (g = 980.6199 gals.).
 HK0039
 HK0039.The modeled gravity was interpolated from observed gravity values.
 HK0039
 HK0039;                    North         East    Units  Estimated Accuracy
 HK0039;SPC CO S     -   375,400.    1,018,110.      MT  (+/- 180 meters Scaled)
 HK0039
 HK0039                          SUPERSEDED SURVEY CONTROL
 HK0039
 HK0039  NGVD 29 (??/??/92) 1742.022  (m)         5715.28   (f) ADJ UNCH    2 0
 HK0039
 HK0039.Superseded values are not recommended for survey control.
 HK0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0039.See file dsdata.txt to determine how the superseded data were derived.
 HK0039
 HK0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB593280(NAD 83)
 HK0039_MARKER: DB = BENCH MARK DISK
 HK0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0039_STAMPING: E 69 1934
 HK0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0039+STABILITY: SURFACE MOTION
 HK0039
 HK0039  HISTORY     - Date     Condition        Report By
 HK0039  HISTORY     - 1934     MONUMENTED       CGS
 HK0039
 HK0039                          STATION DESCRIPTION
 HK0039
 HK0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0039'3.3 MI NE FROM HOEHNES.
 HK0039'ABOUT 3.3 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA
 HK0039'FE RAILWAY FROM THE STATION AT HOEHNES, LAS ANIMAS COUNTY, ABOUT
 HK0039'1-1/4 POLES NORTHEAST OF MILEPOST 623, AT THE NORTHEAST END OF A CUT,
 HK0039'ABOUT 108 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK, AND 1
 HK0039'FOOT NORTHWEST OF A FENCE.  A STANDARD DISK, STAMPED E 69 1934
 HK0039'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0583 ***********************************************************************
 LL0583  DESIGNATION -  E 7
 LL0583  PID         -  LL0583
 LL0583  STATE/COUNTY-  CO/LARIMER
 LL0583  USGS QUAD   -  MASONVILLE (1984)
 LL0583
 LL0583                         *CURRENT SURVEY CONTROL
 LL0583  ___________________________________________________________________
 LL0583* NAD 83(1992)-  40 25 05.46075(N)    105 11 18.66272(W)     ADJUSTED  
 LL0583* NAVD 88     -      1573.137  (meters)    5161.20   (feet)  ADJUSTED  
 LL0583  ___________________________________________________________________
 LL0583  X           -  -1,274,325.549 (meters)                     COMP
 LL0583  Y           -  -4,694,015.032 (meters)                     COMP
 LL0583  Z           -   4,114,457.172 (meters)                     COMP
 LL0583  LAPLACE CORR-         -18.98  (seconds)                    DEFLEC99
 LL0583  ELLIP HEIGHT-        1557.65  (meters)          (12/03/02) GPS OBS
 LL0583  GEOID HEIGHT-         -15.45  (meters)                     GEOID03
 LL0583  DYNAMIC HT  -        1571.766 (meters)    5156.70  (feet)  COMP
 LL0583  MODELED GRAV-     979,698.1   (mgal)                       NAVD 88
 LL0583
 LL0583  HORZ ORDER  -  FIRST
 LL0583  VERT ORDER  -  SECOND    CLASS 0
 LL0583  ELLP ORDER  -  FOURTH    CLASS II
 LL0583
 LL0583.The horizontal coordinates were established by GPS observations
 LL0583.and adjusted by the National Geodetic Survey in March 1998..
 LL0583
 LL0583.The orthometric height was determined by differential leveling
 LL0583.and adjusted by the National Geodetic Survey in June 1991..
 LL0583
 LL0583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL0583
 LL0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL0583
 LL0583.The ellipsoidal height was determined by GPS observations
 LL0583.and is referenced to NAD 83.
 LL0583
 LL0583.The geoid height was determined by GEOID03.
 LL0583
 LL0583.The dynamic height is computed by dividing the NAVD 88
 LL0583.geopotential number by the normal gravity value computed on the
 LL0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0583.degrees latitude (g = 980.6199 gals.).
 LL0583
 LL0583.The modeled gravity was interpolated from observed gravity values.
 LL0583
 LL0583;                    North         East     Units Scale Factor Converg.
 LL0583;SPC CO N     -   425,299.548   940,836.478   MT  0.99996110   +0 12 04.5
 LL0583;SPC CO N     - 1,395,336.93  3,086,727.68   sFT  0.99996110   +0 12 04.5
 LL0583;UTM  13      - 4,474,190.241   484,006.798   MT  0.99960315   -0 07 20.0
 LL0583
 LL0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL0583!SPC CO N     -   0.99975571  x   0.99996110  =   0.99971682
 LL0583!UTM  13      -   0.99975571  x   0.99960315  =   0.99935896
 LL0583
 LL0583                          SUPERSEDED SURVEY CONTROL
 LL0583
 LL0583  ELLIP H (03/31/98) 1557.67   (m)                       GP(       ) 4 1
 LL0583  NAVD 88 (03/31/98) 1573.14   (m)         5161.2    (f) LEVELING    3  
 LL0583  NGVD 29 (??/??/92) 1572.136  (m)         5157.92   (f) ADJ UNCH    2 0
 LL0583
 LL0583.Superseded values are not recommended for survey control.
 LL0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0583.See file dsdata.txt to determine how the superseded data were derived.
 LL0583
 LL0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE8400774190(NAD 83)
 LL0583_MARKER: DB = BENCH MARK DISK
 LL0583_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LL0583_SP_SET: RETAINING WALL
 LL0583_STAMPING: E 7 5156.058 1939 USCGS
 LL0583_MARK LOGO: BOR   
 LL0583_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0583+STABILITY: SURFACE MOTION
 LL0583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0583+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1997
 LL0583
 LL0583  HISTORY     - Date     Condition        Report By
 LL0583  HISTORY     - 1939     MONUMENTED       BOR
 LL0583  HISTORY     - 1939     GOOD             NGS
 LL0583  HISTORY     - 1984     GOOD             NGS
 LL0583  HISTORY     - 19970221 GOOD             CODOT
 LL0583  HISTORY     - 20051009 GOOD             GEOCAC
 LL0583
 LL0583                          STATION DESCRIPTION
 LL0583
 LL0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 LL0583'7.2 MI W FROM LOVELAND.
 LL0583'7.2 MILES WEST ALONG U.S. HIGHWAY 34 FROM THE POST OFFICE AT
 LL0583'LOVELAND, LARIMER COUNTY, 23.4 MILES EAST OF ESTES PARK, AT THE
 LL0583'EAST END OF A CONCRETE RETAINING WALL IN FRONT OF BIG THOMPSON
 LL0583'SCHOOL (DISTRICT NUMBER 63), AT THE NORTHWEST CORNER OF THE T-JUNCTION
 LL0583'OF BUCKHORN ROAD, 43 FEET NORTH OF THE NORTH SHOULDER OF THE
 LL0583'HIGHWAY, 12 FEET WEST OF THE WEST SHOULDER OF THE ROAD, 4 FEET WEST
 LL0583'OF THE WEST SIDE OF A PILLAR AT THE EAST END OF A CONCRETE RETAINING
 LL0583'WALL, IN THE TOP OF THE WALL, AND 1 FOOT HIGHER THAN THE HIGHWAY.
 LL0583'A UNITED STATES BUREAU OF RECLAMATION STANDARD DISK, STAMPED
 LL0583'E 7 1939 5156.058.
 LL0583
 LL0583                          STATION RECOVERY (1984)
 LL0583
 LL0583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0583'ADDITIONS: IT IS 16.8 M (55 FT) NORTH FROM THE CENTER OF U.S. HIGHWAY
 LL0583'34 AND 0.8 M (2.5 FT) NORTH FROM A FIRE HYDRANT.
 LL0583
 LL0583                          STATION RECOVERY (1997)
 LL0583
 LL0583'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 LL0583'THE STATION IS LOCATED ABOUT 17 MI (27.4 KM) EAST-NORTHEAST OF ESTES
 LL0583'PARK, 13 MI (20.9 KM) SOUTHWEST OF FORT COLLINS AND 6 MI (9.7 KM) WEST
 LL0583'OF LOVELAND, IN THE NORTHWEST 1/4 OF SECTION 12, T 5 N, R 70 W, AT U.
 LL0583'S.  HIGHWAY 34 MILEPOST 85.6.  OWNERSHIP--BIG THOMPSON ELEMENTARY
 LL0583'SCHOOL TO REACH THE STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY
 LL0583'287 (LINCOLN AVENUE) AND U.  S.  HIGHWAY 34 (14 STREET) IN THE CITY OF
 LL0583'LOVELAND, GO WEST ON U.  S.  HIGHWAY 34 FOR 6.5 MI (10.5 KM) TO THE
 LL0583'INTERSECTION OF LARIMER COUNTY ROAD 27 AND THE STATION IN THE
 LL0583'NORTHWEST CORNER OF THE INTERSECTION THE MARK IS A STANDARD U.  S.
 LL0583'BUREAU OF RECLAMATION BENCH MARK DISK SET IN A DRILL HOLE IN A
 LL0583'CONCRETE RETAINING WALL ON THE SOUTH SIDE OF THE BIG THOMPSON
 LL0583'ELEMENTARY SCHOOL.  IT IS 35.5 M (116.5 FT) EAST FROM THE FLAGPOLE AT
 LL0583'THE SCHOOL ENTRANCE, 16.65 M (54.63 FT) NORTHWEST FROM THE CENTER LINE
 LL0583'OF U.  S.  HIGHWAY 34, 10.9 M (35.8 FT) WEST-SOUTHWEST FROM THE CENTER
 LL0583'LINE OF COUNTY ROAD 27, 1.75 M (5.74 FT) WEST-SOUTHWEST FROM THE
 LL0583'EASTERN END OF A RETAINING WALL, 1.55 M (5.09 FT) WEST FROM A POWER
 LL0583'POLE, 0.8 M (2.6 FT) NORTH FROM A FIRE HYDRANT --L 105-- AND ABOUT
 LL0583'EVEN WITH THE HIGHWAY.
 LL0583
 LL0583                          STATION RECOVERY (2005)
 LL0583
 LL0583'RECOVERY NOTE BY GEOCACHING 2005 (JK)
 LL0583'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0477 ***********************************************************************
 JK0477  DESIGNATION -  E 7
 JK0477  PID         -  JK0477
 JK0477  STATE/COUNTY-  CO/FREMONT
 JK0477  USGS QUAD   -  FLORENCE (1975)
 JK0477
 JK0477                         *CURRENT SURVEY CONTROL
 JK0477  ___________________________________________________________________
 JK0477* NAD 83(1986)-  38 23 18.     (N)    105 00 57.     (W)     SCALED    
 JK0477* NAVD 88     -      1536.094  (meters)    5039.67   (feet)  ADJUSTED  
 JK0477  ___________________________________________________________________
 JK0477  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 JK0477  DYNAMIC HT  -        1534.451 (meters)    5034.28  (feet)  COMP
 JK0477  MODELED GRAV-     979,506.0   (mgal)                       NAVD 88
 JK0477
 JK0477  VERT ORDER  -  FIRST     CLASS II
 JK0477
 JK0477.The horizontal coordinates were scaled from a topographic map and have
 JK0477.an estimated accuracy of +/- 6 seconds.
 JK0477
 JK0477.The orthometric height was determined by differential leveling
 JK0477.and adjusted by the National Geodetic Survey in June 1991..
 JK0477
 JK0477.The geoid height was determined by GEOID03.
 JK0477
 JK0477.The dynamic height is computed by dividing the NAVD 88
 JK0477.geopotential number by the normal gravity value computed on the
 JK0477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0477.degrees latitude (g = 980.6199 gals.).
 JK0477
 JK0477.The modeled gravity was interpolated from observed gravity values.
 JK0477
 JK0477;                    North         East    Units  Estimated Accuracy
 JK0477;SPC CO C     -   366,520.      956,700.      MT  (+/- 180 meters Scaled)
 JK0477
 JK0477                          SUPERSEDED SURVEY CONTROL
 JK0477
 JK0477  NGVD 29 (??/??/92) 1535.144  (m)         5036.55   (f) ADJ UNCH    1 2
 JK0477
 JK0477.Superseded values are not recommended for survey control.
 JK0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0477.See file dsdata.txt to determine how the superseded data were derived.
 JK0477
 JK0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC986489(NAD 83)
 JK0477_MARKER: DB = BENCH MARK DISK
 JK0477_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JK0477_SP_SET: BRIDGE ABUTMENT
 JK0477_STAMPING: E 7 1925 5037.346
 JK0477_MARK LOGO: CGS   
 JK0477_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0477
 JK0477  HISTORY     - Date     Condition        Report By
 JK0477  HISTORY     - 1925     MONUMENTED       CGS
 JK0477  HISTORY     - 1953     GOOD             NGS
 JK0477  HISTORY     - 1984     GOOD             NGS
 JK0477
 JK0477                          STATION DESCRIPTION
 JK0477
 JK0477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0477'0.2 MI E FROM PORTLAND.
 JK0477'0.15 MILE EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0477'FROM THE STATION AT PORTLAND, 7.7 FEET SOUTH OF THE SOUTH RAIL,
 JK0477'SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF
 JK0477'BRIDGE 145.66 OVER THE ARKANSAS RIVER.
 JK0477
 JK0477                          STATION RECOVERY (1984)
 JK0477
 JK0477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0477'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.  A
 JK0477'NEW TO REACH FOLLOWS.  2.5 KM (1.55 MI) EASTERLY ALONG U.S. HIGHWAY
 JK0477'50 FROM ITS JUNCTION WITH STATE HIGHWAY 115 IN CANON CITY, THENCE
 JK0477'20.1 KM (12.5 MI) SOUTHEASTERLY ALONG THE DENVER AND RIO GRANDE
 JK0477'WESTERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0182 ***********************************************************************
 HJ0182  DESIGNATION -  E 70
 HJ0182  PID         -  HJ0182
 HJ0182  STATE/COUNTY-  CO/OTERO
 HJ0182  USGS QUAD   -  LA JUNTA SW (1984)
 HJ0182
 HJ0182                         *CURRENT SURVEY CONTROL
 HJ0182  ___________________________________________________________________
 HJ0182* NAD 83(1986)-  37 50 56.     (N)    103 44 04.     (W)     SCALED    
 HJ0182* NAVD 88     -      1345.379  (meters)    4413.96   (feet)  ADJUSTED  
 HJ0182  ___________________________________________________________________
 HJ0182  GEOID HEIGHT-         -21.43  (meters)                     GEOID03
 HJ0182  DYNAMIC HT  -        1343.977 (meters)    4409.36  (feet)  COMP
 HJ0182  MODELED GRAV-     979,540.6   (mgal)                       NAVD 88
 HJ0182
 HJ0182  VERT ORDER  -  SECOND    CLASS 0
 HJ0182
 HJ0182.The horizontal coordinates were scaled from a topographic map and have
 HJ0182.an estimated accuracy of +/- 6 seconds.
 HJ0182
 HJ0182.The orthometric height was determined by differential leveling
 HJ0182.and adjusted by the National Geodetic Survey in June 1991..
 HJ0182
 HJ0182.The geoid height was determined by GEOID03.
 HJ0182
 HJ0182.The dynamic height is computed by dividing the NAVD 88
 HJ0182.geopotential number by the normal gravity value computed on the
 HJ0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0182.degrees latitude (g = 980.6199 gals.).
 HJ0182
 HJ0182.The modeled gravity was interpolated from observed gravity values.
 HJ0182
 HJ0182;                    North         East    Units  Estimated Accuracy
 HJ0182;SPC CO S     -   437,480.    1,069,780.      MT  (+/- 180 meters Scaled)
 HJ0182
 HJ0182                          SUPERSEDED SURVEY CONTROL
 HJ0182
 HJ0182  NGVD 29 (??/??/92) 1344.655  (m)         4411.59   (f) ADJ UNCH    2 0
 HJ0182
 HJ0182.Superseded values are not recommended for survey control.
 HJ0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0182.See file dsdata.txt to determine how the superseded data were derived.
 HJ0182
 HJ0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB113898(NAD 83)
 HJ0182_MARKER: DB = BENCH MARK DISK
 HJ0182_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HJ0182_SP_SET: BRIDGE
 HJ0182_STAMPING: E 70 1934
 HJ0182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HJ0182
 HJ0182  HISTORY     - Date     Condition        Report By
 HJ0182  HISTORY     - 1934     MONUMENTED       CGS
 HJ0182  HISTORY     - 1965     MARK NOT FOUND   USGS
 HJ0182
 HJ0182                          STATION DESCRIPTION
 HJ0182
 HJ0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HJ0182'2.9 MI NE FROM TIMPAS.
 HJ0182'ABOUT 2.9 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HJ0182'RAILWAY FROM THE STATION AT TIMPAS, OTERO COUNTY, ABOUT 0.3 MILE
 HJ0182'SOUTHWEST OF THE JUNCTION OF U.S. HIGHWAY 350 AND STATE HIGHWAY 71,
 HJ0182'IN THE TOP OF THE SOUTHEAST ABUTMENT OF CONCRETE BRIDGE 569 A, AND
 HJ0182'12 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK.  A STANDARD
 HJ0182'DISK, STAMPED E 70 1934.
 HJ0182
 HJ0182                          STATION RECOVERY (1965)
 HJ0182
 HJ0182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HJ0182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0139 ***********************************************************************
 KJ0139  DESIGNATION -  E 72
 KJ0139  PID         -  KJ0139
 KJ0139  STATE/COUNTY-  CO/YUMA
 KJ0139  USGS QUAD   -  JOES (1968)
 KJ0139
 KJ0139                         *CURRENT SURVEY CONTROL
 KJ0139  ___________________________________________________________________
 KJ0139* NAD 83(1986)-  39 39 22.     (N)    102 40 44.     (W)     SCALED    
 KJ0139* NAVD 88     -      1302.349  (meters)    4272.79   (feet)  ADJUSTED  
 KJ0139  ___________________________________________________________________
 KJ0139  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 KJ0139  DYNAMIC HT  -        1301.238 (meters)    4269.15  (feet)  COMP
 KJ0139  MODELED GRAV-     979,728.2   (mgal)                       NAVD 88
 KJ0139
 KJ0139  VERT ORDER  -  SECOND    CLASS 0
 KJ0139
 KJ0139.The horizontal coordinates were scaled from a topographic map and have
 KJ0139.an estimated accuracy of +/- 6 seconds.
 KJ0139
 KJ0139.The orthometric height was determined by differential leveling
 KJ0139.and adjusted by the National Geodetic Survey in June 1991..
 KJ0139
 KJ0139.The geoid height was determined by GEOID03.
 KJ0139
 KJ0139.The dynamic height is computed by dividing the NAVD 88
 KJ0139.geopotential number by the normal gravity value computed on the
 KJ0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0139.degrees latitude (g = 980.6199 gals.).
 KJ0139
 KJ0139.The modeled gravity was interpolated from observed gravity values.
 KJ0139
 KJ0139;                    North         East    Units  Estimated Accuracy
 KJ0139;SPC CO N     -   344,490.    1,156,470.      MT  (+/- 180 meters Scaled)
 KJ0139
 KJ0139                          SUPERSEDED SURVEY CONTROL
 KJ0139
 KJ0139  NGVD 29 (??/??/92) 1301.761  (m)         4270.86   (f) ADJ UNCH    2 0
 KJ0139
 KJ0139.Superseded values are not recommended for survey control.
 KJ0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0139.See file dsdata.txt to determine how the superseded data were derived.
 KJ0139
 KJ0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD991921(NAD 83)
 KJ0139_MARKER: DB = BENCH MARK DISK
 KJ0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0139_STAMPING: E 72 1935
 KJ0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0139+STABILITY: SURFACE MOTION
 KJ0139
 KJ0139  HISTORY     - Date     Condition        Report By
 KJ0139  HISTORY     - 1935     MONUMENTED       CGS
 KJ0139  HISTORY     - 1968     GOOD             USGS
 KJ0139
 KJ0139                          STATION DESCRIPTION
 KJ0139
 KJ0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KJ0139'AT JOES.
 KJ0139'AT JOES, YUMA COUNTY, ON U.S. HIGHWAY 36, 95 FEET NORTHEAST OF THE
 KJ0139'CONOCO SERVICE STATION, 46 FEET NORTH OF THE CENTERLINE OF THE
 KJ0139'HIGHWAY, 30 FEET EAST OF THE SOUTHEAST CORNER OF SCOFIELD CAFE, AND
 KJ0139'6 FEET NORTH OF THE SOUTHWEST CORNER OF A SMALL TIN BUILDING.  A
 KJ0139'STANDARD DISK, STAMPED E 72 1935 AND SET IN THE TOP OF A CONCRETE
 KJ0139'POST.
 KJ0139
 KJ0139                          STATION RECOVERY (1968)
 KJ0139
 KJ0139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KJ0139'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0152 ***********************************************************************
 KJ0152  DESIGNATION -  E 73
 KJ0152  PID         -  KJ0152
 KJ0152  STATE/COUNTY-  CO/YUMA
 KJ0152  USGS QUAD   -  ABARR (1974)
 KJ0152
 KJ0152                         *CURRENT SURVEY CONTROL
 KJ0152  ___________________________________________________________________
 KJ0152* NAD 83(1986)-  39 45 27.     (N)    102 42 24.     (W)     SCALED    
 KJ0152* NAVD 88     -      1304.801  (meters)    4280.83   (feet)  ADJUSTED  
 KJ0152  ___________________________________________________________________
 KJ0152  GEOID HEIGHT-         -21.71  (meters)                     GEOID03
 KJ0152  DYNAMIC HT  -        1303.696 (meters)    4277.21  (feet)  COMP
 KJ0152  MODELED GRAV-     979,734.3   (mgal)                       NAVD 88
 KJ0152
 KJ0152  VERT ORDER  -  SECOND    CLASS 0
 KJ0152
 KJ0152.The horizontal coordinates were scaled from a topographic map and have
 KJ0152.an estimated accuracy of +/- 6 seconds.
 KJ0152
 KJ0152.The orthometric height was determined by differential leveling
 KJ0152.and adjusted by the National Geodetic Survey in June 1991..
 KJ0152
 KJ0152.The geoid height was determined by GEOID03.
 KJ0152
 KJ0152.The dynamic height is computed by dividing the NAVD 88
 KJ0152.geopotential number by the normal gravity value computed on the
 KJ0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0152.degrees latitude (g = 980.6199 gals.).
 KJ0152
 KJ0152.The modeled gravity was interpolated from observed gravity values.
 KJ0152
 KJ0152;                    North         East    Units  Estimated Accuracy
 KJ0152;SPC CO N     -   355,670.    1,153,740.      MT  (+/- 180 meters Scaled)
 KJ0152
 KJ0152                          SUPERSEDED SURVEY CONTROL
 KJ0152
 KJ0152  NGVD 29 (??/??/92) 1304.208  (m)         4278.89   (f) ADJ UNCH    2 0
 KJ0152
 KJ0152.Superseded values are not recommended for survey control.
 KJ0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0152.See file dsdata.txt to determine how the superseded data were derived.
 KJ0152
 KJ0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFE964033(NAD 83)
 KJ0152_MARKER: DB = BENCH MARK DISK
 KJ0152_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KJ0152_SP_SET: BUILDING
 KJ0152_STAMPING: E 73 1935
 KJ0152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KJ0152
 KJ0152  HISTORY     - Date     Condition        Report By
 KJ0152  HISTORY     - 1935     MONUMENTED       CGS
 KJ0152  HISTORY     - 1942     GOOD             NGS
 KJ0152
 KJ0152                          STATION DESCRIPTION
 KJ0152
 KJ0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KJ0152'6.3 MI S FROM ABARR.
 KJ0152'6.3 MILES SOUTH ALONG STATE HIGHWAY 59 FROM THE POST OFFICE AT ABARR,
 KJ0152'YUMA COUNTY, 120 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AT A
 KJ0152'CONCRETE SCHOOLHOUSE, IN THE WEST WALL, 15 FEET NORTH OF THE FRONT
 KJ0152'ENTRANCE, AND 3 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED E
 KJ0152'73 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0308 ***********************************************************************
 HK0308  DESIGNATION -  E 75
 HK0308  PID         -  HK0308
 HK0308  STATE/COUNTY-  CO/ALAMOSA
 HK0308  USGS QUAD   -  BALDY (1965)
 HK0308
 HK0308                         *CURRENT SURVEY CONTROL
 HK0308  ___________________________________________________________________
 HK0308* NAD 83(1986)-  37 26 52.     (N)    105 39 25.     (W)     SCALED    
 HK0308* NAVD 88     -      2320.283  (meters)    7612.46   (feet)  POSTED    
 HK0308  ___________________________________________________________________
 HK0308  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 HK0308  DYNAMIC HT  -        2317.210 (meters)    7602.38  (feet)  COMP
 HK0308  MODELED GRAV-     979,221.4   (mgal)                       NAVD 88
 HK0308
 HK0308  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 HK0308
 HK0308.The horizontal coordinates were scaled from a topographic map and have
 HK0308.an estimated accuracy of +/- 6 seconds.
 HK0308
 HK0308.The orthometric height was determined by differential leveling
 HK0308.and adjusted by the National Geodetic Survey in 1992..
 HK0308.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 HK0308.rate of 4.1 thru 8.0 mm/km.
 HK0308
 HK0308.The geoid height was determined by GEOID03.
 HK0308
 HK0308.The dynamic height is computed by dividing the NAVD 88
 HK0308.geopotential number by the normal gravity value computed on the
 HK0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0308.degrees latitude (g = 980.6199 gals.).
 HK0308
 HK0308.The modeled gravity was interpolated from observed gravity values.
 HK0308
 HK0308;                    North         East    Units  Estimated Accuracy
 HK0308;SPC CO S     -   391,500.      900,520.      MT  (+/- 180 meters Scaled)
 HK0308
 HK0308                          SUPERSEDED SURVEY CONTROL
 HK0308
 HK0308  NGVD 29 (??/??/92) 2319.009  (m)         7608.28   (f) ADJ UNCH    2 0
 HK0308
 HK0308.Superseded values are not recommended for survey control.
 HK0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0308.See file dsdata.txt to determine how the superseded data were derived.
 HK0308
 HK0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB418447(NAD 83)
 HK0308_MARKER: DB = BENCH MARK DISK
 HK0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0308_STAMPING: E 75 1934
 HK0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0308+STABILITY: SURFACE MOTION
 HK0308
 HK0308  HISTORY     - Date     Condition        Report By
 HK0308  HISTORY     - 1934     MONUMENTED       CGS
 HK0308  HISTORY     - 1938     GOOD             NGS
 HK0308
 HK0308                          STATION DESCRIPTION
 HK0308
 HK0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HK0308'0.5 MI W FROM BALDY.
 HK0308'0.5 MILE WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 HK0308'THE STATION AT BALDY, ABOUT 105 YARDS EAST OF A CROSSING SIGNAL
 HK0308'POST ON THE SOUTH SIDE OF THE TRACK, 41 FEET NORTH OF THE CENTER
 HK0308'LINE OF A ROAD, 67 FEET NORTH OF A ROW OF POLES, AND 35 FEET SOUTH
 HK0308'OF THE CENTER LINE OF THE TRACK, AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0207 ***********************************************************************
 HK0207  DESIGNATION -  E 76
 HK0207  PID         -  HK0207
 HK0207  STATE/COUNTY-  CO/HUERFANO
 HK0207  USGS QUAD   -  LA VETA (1963)
 HK0207
 HK0207                         *CURRENT SURVEY CONTROL
 HK0207  ___________________________________________________________________
 HK0207* NAD 83(1986)-  37 30 53.     (N)    105 02 20.     (W)     SCALED    
 HK0207* NAVD 88     -      2171.968  (meters)    7125.86   (feet)  ADJUSTED  
 HK0207  ___________________________________________________________________
 HK0207  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 HK0207  DYNAMIC HT  -        2169.194 (meters)    7116.76  (feet)  COMP
 HK0207  MODELED GRAV-     979,275.4   (mgal)                       NAVD 88
 HK0207
 HK0207  VERT ORDER  -  SECOND    CLASS 0
 HK0207
 HK0207.The horizontal coordinates were scaled from a topographic map and have
 HK0207.an estimated accuracy of +/- 6 seconds.
 HK0207
 HK0207.The orthometric height was determined by differential leveling
 HK0207.and adjusted by the National Geodetic Survey in June 1991..
 HK0207
 HK0207.The geoid height was determined by GEOID03.
 HK0207
 HK0207.The dynamic height is computed by dividing the NAVD 88
 HK0207.geopotential number by the normal gravity value computed on the
 HK0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0207.degrees latitude (g = 980.6199 gals.).
 HK0207
 HK0207.The modeled gravity was interpolated from observed gravity values.
 HK0207
 HK0207;                    North         East    Units  Estimated Accuracy
 HK0207;SPC CO S     -   399,020.      955,170.      MT  (+/- 180 meters Scaled)
 HK0207
 HK0207                          SUPERSEDED SURVEY CONTROL
 HK0207
 HK0207.No superseded survey control is available for this station.
 HK0207
 HK0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB965519(NAD 83)
 HK0207_MARKER: DB = BENCH MARK DISK
 HK0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0207_STAMPING: E 76 1934
 HK0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0207+STABILITY: SURFACE MOTION
 HK0207
 HK0207  HISTORY     - Date     Condition        Report By
 HK0207  HISTORY     - 1934     MONUMENTED       CGS
 HK0207
 HK0207                          STATION DESCRIPTION
 HK0207
 HK0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0207'1.9 MI W FROM LA VETA.
 HK0207'1.9 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 HK0207'FROM LA VETA, HUERFANO COUNTY, AT MILEPOST 192, 45 FEET SOUTH OF
 HK0207'THE CENTER LINE OF THE TRACK, AND 41 FEET NORTH OF A FENCE LINE,
 HK0207'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0107 ***********************************************************************
 JJ0107  CBN         -  This is a Cooperative Base Network Control Station.
 JJ0107  DESIGNATION -  E 78
 JJ0107  PID         -  JJ0107
 JJ0107  STATE/COUNTY-  CO/KIOWA
 JJ0107  USGS QUAD   -  TOWNER (1968)
 JJ0107
 JJ0107                         *CURRENT SURVEY CONTROL
 JJ0107  ___________________________________________________________________
 JJ0107* NAD 83(1992)-  38 28 18.79709(N)    102 05 15.21383(W)     ADJUSTED  
 JJ0107* NAVD 88     -      1199.106  (meters)    3934.07   (feet)  ADJUSTED  
 JJ0107  ___________________________________________________________________
 JJ0107  X           -  -1,047,226.397 (meters)                     COMP
 JJ0107  Y           -  -4,890,054.830 (meters)                     COMP
 JJ0107  Z           -   3,947,318.188 (meters)                     COMP
 JJ0107  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 JJ0107  ELLIP HEIGHT-        1175.74  (meters)          (10/21/02) GPS OBS
 JJ0107  GEOID HEIGHT-         -23.37  (meters)                     GEOID03
 JJ0107  DYNAMIC HT  -        1198.004 (meters)    3930.45  (feet)  COMP
 JJ0107  MODELED GRAV-     979,668.1   (mgal)                       NAVD 88
 JJ0107
 JJ0107  HORZ ORDER  -  B
 JJ0107  VERT ORDER  -  SECOND    CLASS 0
 JJ0107  ELLP ORDER  -  FOURTH    CLASS II
 JJ0107
 JJ0107.The horizontal coordinates were established by GPS observations
 JJ0107.and adjusted by the National Geodetic Survey in May 1992..
 JJ0107
 JJ0107.The orthometric height was determined by differential leveling
 JJ0107.and adjusted by the National Geodetic Survey in June 1991..
 JJ0107
 JJ0107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JJ0107
 JJ0107.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0107
 JJ0107.The ellipsoidal height was determined by GPS observations
 JJ0107.and is referenced to NAD 83.
 JJ0107
 JJ0107.The geoid height was determined by GEOID03.
 JJ0107
 JJ0107.The dynamic height is computed by dividing the NAVD 88
 JJ0107.geopotential number by the normal gravity value computed on the
 JJ0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0107.degrees latitude (g = 980.6199 gals.).
 JJ0107
 JJ0107.The modeled gravity was interpolated from observed gravity values.
 JJ0107
 JJ0107;                    North         East     Units Scale Factor Converg.
 JJ0107;SPC CO S     -   510,597.472 1,212,130.055   MT  1.00000726   +2 05 35.2
 JJ0107;SPC CO S     - 1,675,185.21  3,976,796.69   sFT  1.00000726   +2 05 35.2
 JJ0107;UTM  13      - 4,262,193.575   754,082.263   MT  1.00039510   +1 48 46.4
 JJ0107
 JJ0107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0107!SPC CO S     -   0.99981555  x   1.00000726  =   0.99982281
 JJ0107!UTM  13      -   0.99981555  x   1.00039510  =   1.00021058
 JJ0107
 JJ0107                          SUPERSEDED SURVEY CONTROL
 JJ0107
 JJ0107  NAD 83(1986)-  38 28 18.79422(N)    102 05 15.20584(W) AD(       ) 3
 JJ0107  ELLIP H (05/26/92) 1175.71   (m)                       GP(       ) 4 1
 JJ0107  NAVD 88 (05/26/92) 1199.11   (m)         3934.1    (f) LEVELING    3  
 JJ0107  NGVD 29 (??/??/92) 1198.609  (m)         3932.44   (f) ADJ UNCH    2 0
 JJ0107
 JJ0107.Superseded values are not recommended for survey control.
 JJ0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0107.See file dsdata.txt to determine how the superseded data were derived.
 JJ0107
 JJ0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC5408262194(NAD 83)
 JJ0107_MARKER: DB = BENCH MARK DISK
 JJ0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0107_SP_SET: CONCRETE POST
 JJ0107_STAMPING: E 78 1935
 JJ0107_MARK LOGO: CGS   
 JJ0107_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JJ0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0107+STABILITY: SURFACE MOTION
 JJ0107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0107+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1997
 JJ0107
 JJ0107  HISTORY     - Date     Condition        Report By
 JJ0107  HISTORY     - 1935     MONUMENTED       CGS
 JJ0107  HISTORY     - 1941     GOOD             NGS
 JJ0107  HISTORY     - 19910413 GOOD             NGS
 JJ0107  HISTORY     - 19970421 GOOD             NGS
 JJ0107
 JJ0107                          STATION DESCRIPTION
 JJ0107
 JJ0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0107'0.4 MI W FROM TOWNER.
 JJ0107'TO REACH BENCH MARK FROM THE TOWNER RAILROAD STATION, GO 0.4 MILE WEST
 JJ0107'ALONG THE MISSOURI PACIFIC RAILROAD TO SITE OF BENCH MARK.
 JJ0107'BENCH MARK IS NEAR MILE POST 747 AND A ROAD CROSSING, ABOUT 150.0
 JJ0107'FEET SOUTHEAST OF THE MILE POLE, 63.0 FEET NORTH OF THE CENTERLINE
 JJ0107'OF STATE HIGHWAY 96, 45.0 FEET SOUTH OF AND ABOUT 4.0 FEET BELOW THE
 JJ0107'CENTERLINE OF THE RAILROAD TRACK, 40.0 FEET WEST OF THE CENTERLINE
 JJ0107'OF A NORTH-SOUTH ROAD, AND 3.0 FEET EAST OF A 4 X 4 INCH WOODEN
 JJ0107'MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.  A STANDARD DISK SET IN
 JJ0107'CONCRETE POST.
 JJ0107
 JJ0107                          STATION RECOVERY (1991)
 JJ0107
 JJ0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JJ0107'STATION IS LOCATED ABOUT 19 KM (11.8 MI) EAST OF SHERIDAN LAKE, 3.5 KM
 JJ0107'(2.2 MI) WEST OF THE KANSAS STATE LINE, 0.6 KM (0.4 MI) WEST OF
 JJ0107'TOWNER, AT MILE 205.15 ON US HIGHWAY 96, IN THE NORTHWEST ANGLE OF A
 JJ0107'CROSSROAD, IN A BLOW SAND AREA IN A STRIP BETWEEN STATE HIGHWAY 96
 JJ0107'AND A RAILROAD TRACK, IN THE SOUTHEAST CORNER OF SECTION 23, T 18 S,
 JJ0107'R 42 W.  OWNERSHIP--MISSOURI PACIFIC RAILROAD.
 JJ0107'TO REACH FROM THE BARTLETT ELEVATOR (WEST ONE OF TWO ELEVATORS) IN
 JJ0107'TOWNER, GO WEST ON STATE HIGHWAY 96 FOR 0.65 KM (0.40 MI) TO A
 JJ0107'CROSSROAD, (COUNTY ROAD 96 LEADING SOUTH), AND THE STATION ON THE
 JJ0107'RIGHT.
 JJ0107'STATION MARK IS SET IN THE TOP OF A 20-CM SQUARE CONCRETE POST 5 CM
 JJ0107'BELOW SAND LEVEL.  IT IS 21.0 M (68.9 FT) NORTH OF, AND 0.5 M
 JJ0107'(1.6 FT) LOWER THAN THE HIGHWAY CENTER, 14.2 M (46.6 FT) WEST OF THE
 JJ0107'GRAVEL ROAD CENTER, 13.2 M (43.3 FT) SOUTH OF THE SOUTH RAIL OF THE
 JJ0107'TRACK, 0.5 M (1.6 FT) SOUTH OF A FIBERGLASS WITNESS POST AND 2.0 M
 JJ0107'(6.6 FT) NORTHWEST OF TELEPHONE PEDESTAL A2T/RE.
 JJ0107'DESCRIBED BY G.R.HEID
 JJ0107
 JJ0107                          STATION RECOVERY (1997)
 JJ0107
 JJ0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 JJ0107'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0363 ***********************************************************************
 JJ0363  DESIGNATION -  E 79
 JJ0363  PID         -  JJ0363
 JJ0363  STATE/COUNTY-  CO/LINCOLN
 JJ0363  USGS QUAD   -  ROCK BASIN (1978)
 JJ0363
 JJ0363                         *CURRENT SURVEY CONTROL
 JJ0363  ___________________________________________________________________
 JJ0363* NAD 83(1986)-  38 47 28.     (N)    103 16 27.     (W)     SCALED    
 JJ0363* NAVD 88     -      1429.804  (meters)    4690.95   (feet)  ADJUSTED  
 JJ0363  ___________________________________________________________________
 JJ0363  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 JJ0363  DYNAMIC HT  -        1428.405 (meters)    4686.36  (feet)  COMP
 JJ0363  MODELED GRAV-     979,600.1   (mgal)                       NAVD 88
 JJ0363
 JJ0363  VERT ORDER  -  SECOND    CLASS 0
 JJ0363
 JJ0363.The horizontal coordinates were scaled from a topographic map and have
 JJ0363.an estimated accuracy of +/- 6 seconds.
 JJ0363
 JJ0363.The orthometric height was determined by differential leveling
 JJ0363.and adjusted by the National Geodetic Survey in June 1991..
 JJ0363
 JJ0363.The geoid height was determined by GEOID03.
 JJ0363
 JJ0363.The dynamic height is computed by dividing the NAVD 88
 JJ0363.geopotential number by the normal gravity value computed on the
 JJ0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0363.degrees latitude (g = 980.6199 gals.).
 JJ0363
 JJ0363.The modeled gravity was interpolated from observed gravity values.
 JJ0363
 JJ0363;                    North         East    Units  Estimated Accuracy
 JJ0363;SPC CO C     -   413,490.    1,107,750.      MT  (+/- 180 meters Scaled)
 JJ0363
 JJ0363                          SUPERSEDED SURVEY CONTROL
 JJ0363
 JJ0363  NGVD 29 (??/??/92) 1429.106  (m)         4688.66   (f) ADJ UNCH    2 0
 JJ0363
 JJ0363.Superseded values are not recommended for survey control.
 JJ0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0363.See file dsdata.txt to determine how the superseded data were derived.
 JJ0363
 JJ0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC498950(NAD 83)
 JJ0363_MARKER: DB = BENCH MARK DISK
 JJ0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0363_STAMPING: E 79 1935
 JJ0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0363+STABILITY: SURFACE MOTION
 JJ0363
 JJ0363  HISTORY     - Date     Condition        Report By
 JJ0363  HISTORY     - 1935     MONUMENTED       CGS
 JJ0363  HISTORY     - 1941     GOOD             NGS
 JJ0363  HISTORY     - 1974     GOOD             USGS
 JJ0363
 JJ0363                          STATION DESCRIPTION
 JJ0363
 JJ0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0363'10.9 MI S FROM BOYERO.
 JJ0363'TO REACH FROM THE POST OFFICE IN BOYERO--GO  1.0 MILE SOUTHERLY
 JJ0363'ALONG STATE HIGHWAY NO.63 TO THE INTERSECTION OF STATE HIGHWAY
 JJ0363'NO.94, THENCE, CONTINUE 9.9 MILES SOUTHERLY ALONG STATE HIGHWAY
 JJ0363'NO.63 TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT 1.0 MILE
 JJ0363'SOUTH OF INTERSECTION OF TELEPHONE LINE, 28.0 FEET EAST OF AND
 JJ0363'ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF THE HIGHWAY.  IT IS
 JJ0363'3.0 FEET SOUTH OF A 4X4-INCH WOODEN MARKER POST AND 1.2 FEET WEST
 JJ0363'OF FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
 JJ0363
 JJ0363                          STATION RECOVERY (1974)
 JJ0363
 JJ0363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0103 ***********************************************************************
 JL0103  DESIGNATION -  E 8
 JL0103  PID         -  JL0103
 JL0103  STATE/COUNTY-  CO/SAGUACHE
 JL0103  USGS QUAD   -  CHESTER (1967)
 JL0103
 JL0103                         *CURRENT SURVEY CONTROL
 JL0103  ___________________________________________________________________
 JL0103* NAD 83(1986)-  38 22 05.     (N)    106 20 43.     (W)     SCALED    
 JL0103* NAVD 88     -      2706.433  (meters)    8879.36   (feet)  POSTED    
 JL0103  ___________________________________________________________________
 JL0103  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 JL0103  DYNAMIC HT  -        2702.860 (meters)    8867.63  (feet)  COMP
 JL0103  MODELED GRAV-     979,210.4   (mgal)                       NAVD 88
 JL0103
 JL0103  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JL0103
 JL0103.The horizontal coordinates were scaled from a topographic map and have
 JL0103.an estimated accuracy of +/- 6 seconds.
 JL0103
 JL0103.The orthometric height was determined by differential leveling
 JL0103.and adjusted by the National Geodetic Survey in 1992..
 JL0103.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JL0103.rate of 0.0 thru 1.0 mm/km.
 JL0103
 JL0103.The geoid height was determined by GEOID03.
 JL0103
 JL0103.The dynamic height is computed by dividing the NAVD 88
 JL0103.geopotential number by the normal gravity value computed on the
 JL0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0103.degrees latitude (g = 980.6199 gals.).
 JL0103
 JL0103.The modeled gravity was interpolated from observed gravity values.
 JL0103
 JL0103;                    North         East    Units  Estimated Accuracy
 JL0103;SPC CO S     -   493,970.      840,530.      MT  (+/- 180 meters Scaled)
 JL0103
 JL0103                          SUPERSEDED SURVEY CONTROL
 JL0103
 JL0103  NGVD 29 (??/??/92) 2704.736  (m)         8873.79   (f) ADJ UNCH    1 2
 JL0103
 JL0103.Superseded values are not recommended for survey control.
 JL0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0103.See file dsdata.txt to determine how the superseded data were derived.
 JL0103
 JL0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC824475(NAD 83)
 JL0103_MARKER: DB = BENCH MARK DISK
 JL0103_SETTING: 80 = SET IN A BOULDER
 JL0103_SP_SET: BOULDER
 JL0103_STAMPING: 8873.788 E 8 1926
 JL0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0103+STABILITY: SURFACE MOTION
 JL0103
 JL0103  HISTORY     - Date     Condition        Report By
 JL0103  HISTORY     - 1926     MONUMENTED       CGS
 JL0103  HISTORY     - 1962     GOOD             USFS
 JL0103  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0103
 JL0103                          STATION DESCRIPTION
 JL0103
 JL0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 JL0103'5.3 MI SE FROM SARGENTS.
 JL0103'5.3 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0103'FROM THE STATION AT SARGENTS, SAGUACHE COUNTY, 480 FEET ABOVE MILEPOST
 JL0103'D-252, 60 FEET NORTHEAST OF THE TRACK, 3 FEET NORTHEAST OF THE
 JL0103'RIGHT-OF-WAY FENCE, AND 2 FEET HIGHER THAN THE TRACK, AND IN THE TOP
 JL0103'OF A BOULDER ABOUT 2-1/2 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED
 JL0103'8873.788 E 8 1926.
 JL0103
 JL0103                          STATION RECOVERY (1962)
 JL0103
 JL0103'RECOVERY NOTE BY US FOREST SERVICE 1962
 JL0103'RECOVERED IN GOOD CONDITION.
 JL0103
 JL0103                          STATION RECOVERY (1984)
 JL0103
 JL0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0103'THE RAILROAD TRACK HAS BEEN GRADED OUT AND IS NOW A HAY FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0516 ***********************************************************************
 JJ0516  DESIGNATION -  E 80
 JJ0516  PID         -  JJ0516
 JJ0516  STATE/COUNTY-  CO/CROWLEY
 JJ0516  USGS QUAD   -  SUGAR CITY (1976)
 JJ0516
 JJ0516                         *CURRENT SURVEY CONTROL
 JJ0516  ___________________________________________________________________
 JJ0516* NAD 83(1986)-  38 11 07.     (N)    103 44 51.     (W)     SCALED    
 JJ0516* NAVD 88     -      1299.687  (meters)    4264.06   (feet)  ADJUSTED  
 JJ0516  ___________________________________________________________________
 JJ0516  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 JJ0516  DYNAMIC HT  -        1298.382 (meters)    4259.77  (feet)  COMP
 JJ0516  MODELED GRAV-     979,579.8   (mgal)                       NAVD 88
 JJ0516
 JJ0516  VERT ORDER  -  SECOND    CLASS 0
 JJ0516
 JJ0516.The horizontal coordinates were scaled from a topographic map and have
 JJ0516.an estimated accuracy of +/- 6 seconds.
 JJ0516
 JJ0516.The orthometric height was determined by differential leveling
 JJ0516.and adjusted by the National Geodetic Survey in June 1991..
 JJ0516
 JJ0516.The geoid height was determined by GEOID03.
 JJ0516
 JJ0516.The dynamic height is computed by dividing the NAVD 88
 JJ0516.geopotential number by the normal gravity value computed on the
 JJ0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0516.degrees latitude (g = 980.6199 gals.).
 JJ0516
 JJ0516.The modeled gravity was interpolated from observed gravity values.
 JJ0516
 JJ0516;                    North         East    Units  Estimated Accuracy
 JJ0516;SPC CO S     -   474,790.    1,067,930.      MT  (+/- 180 meters Scaled)
 JJ0516
 JJ0516                          SUPERSEDED SURVEY CONTROL
 JJ0516
 JJ0516  NGVD 29 (??/??/92) 1299.006  (m)         4261.82   (f) ADJ UNCH    2 0
 JJ0516
 JJ0516.Superseded values are not recommended for survey control.
 JJ0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0516.See file dsdata.txt to determine how the superseded data were derived.
 JJ0516
 JJ0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC096271(NAD 83)
 JJ0516_MARKER: DB = BENCH MARK DISK
 JJ0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0516_STAMPING: E 80 1935
 JJ0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0516+STABILITY: SURFACE MOTION
 JJ0516
 JJ0516  HISTORY     - Date     Condition        Report By
 JJ0516  HISTORY     - 1935     MONUMENTED       CGS
 JJ0516  HISTORY     - 1941     GOOD             NGS
 JJ0516
 JJ0516                          STATION DESCRIPTION
 JJ0516
 JJ0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0516'2.7 MI S FROM ORDWAY.
 JJ0516'TO REACH FROM THE POST OFFICE AT ORDWAY-- GO 0.5 MILES EAST ALONG
 JJ0516'STATE HWY 96 TO JCT. WITH STATE HWY. 71, THENCE, TURN RIGHT,
 JJ0516'GO 2.2 MILES SOUTH ALONG HWY. 71 TO SITE OF BENCH MARK.
 JJ0516'BENCH MARK IS 0.2 OF A MILE SOUTH OF A FARM HOUSE ON THE EAST
 JJ0516'SIDE OF THE HWY. 75.0 FEET SOUTH OF A SIDE ROAD LEADING WEST,
 JJ0516'50.0 FEET NORTH OF A POWERLINE POLE, 65.0 FEET EAST OF AND
 JJ0516'APPROXIMATELY 2.0 FEET BELOW THE CENTERLINE OF THE HWY.  A
 JJ0516'STD. DISK SET FLUSH AND HORIZONTALLY IN A CONCRETE POST, PROJECTING,
 JJ0516'8.0 INCHES ABOVE THE GROUND, 3.0 FEET NORTH OF A WHITE, WOODEN,
 JJ0516'4X4-INCH MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0249 ***********************************************************************
 JJ0249  DESIGNATION -  E 82
 JJ0249  PID         -  JJ0249
 JJ0249  STATE/COUNTY-  CO/KIOWA
 JJ0249  USGS QUAD   -  CHIVINGTON (1968)
 JJ0249
 JJ0249                         *CURRENT SURVEY CONTROL
 JJ0249  ___________________________________________________________________
 JJ0249* NAD 83(1986)-  38 26 20.     (N)    102 31 26.     (W)     SCALED    
 JJ0249* NAVD 88     -      1186.389  (meters)    3892.34   (feet)  ADJUSTED  
 JJ0249  ___________________________________________________________________
 JJ0249  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 JJ0249  DYNAMIC HT  -        1185.288 (meters)    3888.73  (feet)  COMP
 JJ0249  MODELED GRAV-     979,659.6   (mgal)                       NAVD 88
 JJ0249
 JJ0249  VERT ORDER  -  SECOND    CLASS 0
 JJ0249
 JJ0249.The horizontal coordinates were scaled from a topographic map and have
 JJ0249.an estimated accuracy of +/- 6 seconds.
 JJ0249
 JJ0249.The orthometric height was determined by differential leveling
 JJ0249.and adjusted by the National Geodetic Survey in June 1991..
 JJ0249
 JJ0249.The geoid height was determined by GEOID03.
 JJ0249
 JJ0249.The dynamic height is computed by dividing the NAVD 88
 JJ0249.geopotential number by the normal gravity value computed on the
 JJ0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0249.degrees latitude (g = 980.6199 gals.).
 JJ0249
 JJ0249.The modeled gravity was interpolated from observed gravity values.
 JJ0249
 JJ0249;                    North         East    Units  Estimated Accuracy
 JJ0249;SPC CO S     -   505,630.    1,174,190.      MT  (+/- 180 meters Scaled)
 JJ0249
 JJ0249                          SUPERSEDED SURVEY CONTROL
 JJ0249
 JJ0249  NGVD 29 (??/??/92) 1185.873  (m)         3890.65   (f) ADJ UNCH    2 0
 JJ0249
 JJ0249.Superseded values are not recommended for survey control.
 JJ0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0249.See file dsdata.txt to determine how the superseded data were derived.
 JJ0249
 JJ0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC161574(NAD 83)
 JJ0249_MARKER: DB = BENCH MARK DISK
 JJ0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0249_STAMPING: E 82 1935
 JJ0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0249+STABILITY: SURFACE MOTION
 JJ0249
 JJ0249  HISTORY     - Date     Condition        Report By
 JJ0249  HISTORY     - 1935     MONUMENTED       CGS
 JJ0249  HISTORY     - 1968     GOOD             USGS
 JJ0249  HISTORY     - 19951102 MARK NOT FOUND   CODOT
 JJ0249
 JJ0249                          STATION DESCRIPTION
 JJ0249
 JJ0249'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JJ0249'4.8 MI W FROM BRANDON.
 JJ0249'4.8 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JJ0249'STATION AT BRANDON, KIOWA COUNTY, 2 POLES EAST OF MILE POST
 JJ0249'771, AT THE EAST END OF A SMALL CUT, 63 FEET NORTH OF STATE
 JJ0249'HIGHWAY 96, 43 FEET SOUTH OF THE CENTER LINE OF THE TRACKS,
 JJ0249'880 FEET EAST OF A NORTH-SOUTH ROAD AT THE RAILROAD CROSSING.
 JJ0249'A STANDARD DISK SET IN A CONCRETE POST.
 JJ0249
 JJ0249                          STATION RECOVERY (1995)
 JJ0249
 JJ0249'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (PG)
 JJ0249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0139 ***********************************************************************
 HJ0139  DESIGNATION -  E 85
 HJ0139  PID         -  HJ0139
 HJ0139  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0139  USGS QUAD   -  BOX RANCH (1972)
 HJ0139
 HJ0139                         *CURRENT SURVEY CONTROL
 HJ0139  ___________________________________________________________________
 HJ0139* NAD 83(1986)-  37 08 48.     (N)    103 52 06.     (W)     SCALED    
 HJ0139* NAVD 88     -      1764.711  (meters)    5789.72   (feet)  ADJUSTED  
 HJ0139  ___________________________________________________________________
 HJ0139  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 HJ0139  DYNAMIC HT  -        1762.639 (meters)    5782.92  (feet)  COMP
 HJ0139  MODELED GRAV-     979,393.5   (mgal)                       NAVD 88
 HJ0139
 HJ0139  VERT ORDER  -  SECOND    CLASS 0
 HJ0139
 HJ0139.The horizontal coordinates were scaled from a topographic map and have
 HJ0139.an estimated accuracy of +/- 6 seconds.
 HJ0139
 HJ0139.The orthometric height was determined by differential leveling
 HJ0139.and adjusted by the National Geodetic Survey in June 1991..
 HJ0139
 HJ0139.The geoid height was determined by GEOID03.
 HJ0139
 HJ0139.The dynamic height is computed by dividing the NAVD 88
 HJ0139.geopotential number by the normal gravity value computed on the
 HJ0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0139.degrees latitude (g = 980.6199 gals.).
 HJ0139
 HJ0139.The modeled gravity was interpolated from observed gravity values.
 HJ0139
 HJ0139;                    North         East    Units  Estimated Accuracy
 HJ0139;SPC CO S     -   359,340.    1,059,360.      MT  (+/- 180 meters Scaled)
 HJ0139
 HJ0139                          SUPERSEDED SURVEY CONTROL
 HJ0139
 HJ0139  NGVD 29 (??/??/92) 1763.784  (m)         5786.68   (f) ADJ UNCH    2 0
 HJ0139
 HJ0139.Superseded values are not recommended for survey control.
 HJ0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0139.See file dsdata.txt to determine how the superseded data were derived.
 HJ0139
 HJ0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB004117(NAD 83)
 HJ0139_MARKER: DB = BENCH MARK DISK
 HJ0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0139_STAMPING: E 85 1935
 HJ0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0139+STABILITY: SURFACE MOTION
 HJ0139
 HJ0139  HISTORY     - Date     Condition        Report By
 HJ0139  HISTORY     - 1935     MONUMENTED       CGS
 HJ0139  HISTORY     - 1972     GOOD             USGS
 HJ0139
 HJ0139                          STATION DESCRIPTION
 HJ0139
 HJ0139'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 HJ0139'9.7 MI NE FROM BRANSON.
 HJ0139'ABOUT 8.7 MILES NORTH ALONG STATE HIGHWAY 389 FROM THE POST OFFICE
 HJ0139'AT BRANSON, LAS ANIMAS COUNTY, THENCE 1.0 MILE EAST ALONG A
 HJ0139'PASTURE ROAD (OLD HIGHWAY 160), 27 FEET SOUTH OF CENTERLINE OF ROAD,
 HJ0139'2 FEET WEST OF A FENCE CORNER, SET IN THE TOP OF A CONCRETE POST,
 HJ0139'A STANDARD DISK STAMPED E-85 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0130 ***********************************************************************
 HJ0130  DESIGNATION -  E 86
 HJ0130  PID         -  HJ0130
 HJ0130  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0130  USGS QUAD   -  ANDRIX (1978)
 HJ0130
 HJ0130                         *CURRENT SURVEY CONTROL
 HJ0130  ___________________________________________________________________
 HJ0130* NAD 83(1986)-  37 16 43.     (N)    103 09 21.     (W)     SCALED    
 HJ0130* NAVD 88     -      1637.163  (meters)    5371.26   (feet)  ADJUSTED  
 HJ0130  ___________________________________________________________________
 HJ0130  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 HJ0130  DYNAMIC HT  -        1635.328 (meters)    5365.24  (feet)  COMP
 HJ0130  MODELED GRAV-     979,451.4   (mgal)                       NAVD 88
 HJ0130
 HJ0130  VERT ORDER  -  SECOND    CLASS 0
 HJ0130
 HJ0130.The horizontal coordinates were scaled from a topographic map and have
 HJ0130.an estimated accuracy of +/- 6 seconds.
 HJ0130
 HJ0130.The orthometric height was determined by differential leveling
 HJ0130.and adjusted by the National Geodetic Survey in June 1991..
 HJ0130
 HJ0130.The geoid height was determined by GEOID03.
 HJ0130
 HJ0130.The dynamic height is computed by dividing the NAVD 88
 HJ0130.geopotential number by the normal gravity value computed on the
 HJ0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0130.degrees latitude (g = 980.6199 gals.).
 HJ0130
 HJ0130.The modeled gravity was interpolated from observed gravity values.
 HJ0130
 HJ0130;                    North         East    Units  Estimated Accuracy
 HJ0130;SPC CO S     -   375,330.    1,122,270.      MT  (+/- 180 meters Scaled)
 HJ0130
 HJ0130                          SUPERSEDED SURVEY CONTROL
 HJ0130
 HJ0130  NGVD 29 (??/??/92) 1636.364  (m)         5368.64   (f) ADJ UNCH    2 0
 HJ0130
 HJ0130.Superseded values are not recommended for survey control.
 HJ0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0130.See file dsdata.txt to determine how the superseded data were derived.
 HJ0130
 HJ0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB634273(NAD 83)
 HJ0130_MARKER: DB = BENCH MARK DISK
 HJ0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0130_STAMPING: E 86 1935
 HJ0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0130+STABILITY: SURFACE MOTION
 HJ0130
 HJ0130  HISTORY     - Date     Condition        Report By
 HJ0130  HISTORY     - 1935     MONUMENTED       CGS
 HJ0130  HISTORY     - 1973     MARK NOT FOUND   NGS
 HJ0130
 HJ0130                          STATION DESCRIPTION
 HJ0130
 HJ0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HJ0130'13.5 MI NE FROM KIM.
 HJ0130'ABOUT 13.5 MILES NORTHEAST ALONG U.S. HIGHWAY 160 FROM KIM, LAS
 HJ0130'ANIMAS COUNTY, ABOUT 1.8 MILES EAST OF ANDRIX, AT A ROAD CROSSING,
 HJ0130'32 FEET EAST OF THE CENTER LINE OF THE ROAD, 49 FEET SOUTH OF THE
 HJ0130'CENTER LINE OF THE HIGHWAY, AND 2 FEET NORTHEAST OF A FENCE CORNER.
 HJ0130'A STANDARD DISK, STAMPED E 86 1935 AND SET IN THE TOP OF A CONCRETE
 HJ0130'POST.
 HJ0130
 HJ0130                          STATION RECOVERY (1973)
 HJ0130
 HJ0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HJ0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0006 ***********************************************************************
 HJ0006  DESIGNATION -  E 87
 HJ0006  PID         -  HJ0006
 HJ0006  STATE/COUNTY-  CO/BACA
 HJ0006  USGS QUAD   -  VILAS NORTH (1978)
 HJ0006
 HJ0006                         *CURRENT SURVEY CONTROL
 HJ0006  ___________________________________________________________________
 HJ0006* NAD 83(1986)-  37 22 50.     (N)    102 24 34.     (W)     SCALED    
 HJ0006* NAVD 88     -      1249.195  (meters)    4098.40   (feet)  POSTED    
 HJ0006  ___________________________________________________________________
 HJ0006  GEOID HEIGHT-         -23.52  (meters)                     GEOID03
 HJ0006  DYNAMIC HT  -        1247.900 (meters)    4094.15  (feet)  COMP
 HJ0006  MODELED GRAV-     979,547.2   (mgal)                       NAVD 88
 HJ0006
 HJ0006  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 HJ0006
 HJ0006.The horizontal coordinates were scaled from a topographic map and have
 HJ0006.an estimated accuracy of +/- 6 seconds.
 HJ0006
 HJ0006.The orthometric height was determined by differential leveling
 HJ0006.and adjusted by the National Geodetic Survey in 1992..
 HJ0006.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 HJ0006.rate of 4.1 thru 8.0 mm/km.
 HJ0006
 HJ0006.The geoid height was determined by GEOID03.
 HJ0006
 HJ0006.The dynamic height is computed by dividing the NAVD 88
 HJ0006.geopotential number by the normal gravity value computed on the
 HJ0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0006.degrees latitude (g = 980.6199 gals.).
 HJ0006
 HJ0006.The modeled gravity was interpolated from observed gravity values.
 HJ0006
 HJ0006;                    North         East    Units  Estimated Accuracy
 HJ0006;SPC CO S     -   388,560.    1,188,060.      MT  (+/- 180 meters Scaled)
 HJ0006
 HJ0006                          SUPERSEDED SURVEY CONTROL
 HJ0006
 HJ0006  NGVD 29 (??/??/92) 1248.657  (m)         4096.64   (f) ADJ UNCH    2 0
 HJ0006
 HJ0006.Superseded values are not recommended for survey control.
 HJ0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0006.See file dsdata.txt to determine how the superseded data were derived.
 HJ0006
 HJ0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB293402(NAD 83)
 HJ0006_MARKER: DB = BENCH MARK DISK
 HJ0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0006_STAMPING: E 87 1935
 HJ0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0006+STABILITY: SURFACE MOTION
 HJ0006
 HJ0006  HISTORY     - Date     Condition        Report By
 HJ0006  HISTORY     - 1935     MONUMENTED       CGS
 HJ0006  HISTORY     - 1941     GOOD             NGS
 HJ0006
 HJ0006                          STATION DESCRIPTION
 HJ0006
 HJ0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 HJ0006'2.2 MI E FROM VILAS.
 HJ0006'TO REACH BENCH MARK FROM THE VILAS RAILROAD STATION GO 2.2 MILES
 HJ0006'EAST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD STATION TO
 HJ0006'SITE OF BENCH MARK.  BENCH MARK IS AT A FENCE CORNER, 3 POLES EAST
 HJ0006'OF MILE POLE 84, 51.0 FEET NORTH OF AND ABOUT 1.0 FOOT BELOW
 HJ0006'THE CENTERLINE OF THE RAILROAD TRACK, 3.0 FEET NORTHEAST OF
 HJ0006'A CORNER FENCE POST, 3.0 FEET NORTH OF A 4 X 4 INCH WOODEN MARKER
 HJ0006'POST AND 2.0 FEET EAST OF NORTH-SOUTH FENCE.  A STANDARD DISK SET
 HJ0006'IN CONCRETE POST PROJECTING 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0039 ***********************************************************************
 HJ0039  DESIGNATION -  E 88
 HJ0039  PID         -  HJ0039
 HJ0039  STATE/COUNTY-  CO/BACA
 HJ0039  USGS QUAD   -  WALSH SE (1978)
 HJ0039
 HJ0039                         *CURRENT SURVEY CONTROL
 HJ0039  ___________________________________________________________________
 HJ0039* NAD 83(1986)-  37 18 33.     (N)    102 16 36.     (W)     SCALED    
 HJ0039* NAVD 88     -      1200.441  (meters)    3938.45   (feet)  ADJUSTED  
 HJ0039  ___________________________________________________________________
 HJ0039  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 HJ0039  DYNAMIC HT  -        1199.207 (meters)    3934.40  (feet)  COMP
 HJ0039  MODELED GRAV-     979,560.5   (mgal)                       NAVD 88
 HJ0039
 HJ0039  VERT ORDER  -  SECOND    CLASS 0
 HJ0039
 HJ0039.The horizontal coordinates were scaled from a topographic map and have
 HJ0039.an estimated accuracy of +/- 6 seconds.
 HJ0039
 HJ0039.The orthometric height was determined by differential leveling
 HJ0039.and adjusted by the National Geodetic Survey in June 1991..
 HJ0039
 HJ0039.The geoid height was determined by GEOID03.
 HJ0039
 HJ0039.The dynamic height is computed by dividing the NAVD 88
 HJ0039.geopotential number by the normal gravity value computed on the
 HJ0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0039.degrees latitude (g = 980.6199 gals.).
 HJ0039
 HJ0039.The modeled gravity was interpolated from observed gravity values.
 HJ0039
 HJ0039;                    North         East    Units  Estimated Accuracy
 HJ0039;SPC CO S     -   381,040.    1,200,090.      MT  (+/- 180 meters Scaled)
 HJ0039
 HJ0039                          SUPERSEDED SURVEY CONTROL
 HJ0039
 HJ0039  NGVD 29 (??/??/92) 1199.967  (m)         3936.89   (f) ADJ UNCH    2 0
 HJ0039
 HJ0039.Superseded values are not recommended for survey control.
 HJ0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0039.See file dsdata.txt to determine how the superseded data were derived.
 HJ0039
 HJ0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB413326(NAD 83)
 HJ0039_MARKER: DB = BENCH MARK DISK
 HJ0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0039_STAMPING: E 88 1935
 HJ0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0039+STABILITY: SURFACE MOTION
 HJ0039
 HJ0039  HISTORY     - Date     Condition        Report By
 HJ0039  HISTORY     - 1935     MONUMENTED       CGS
 HJ0039
 HJ0039                          STATION DESCRIPTION
 HJ0039
 HJ0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HJ0039'6 MI NW FROM STONINGTON.
 HJ0039'6.0 MILE NORTHWEST ALONG STATE HIGHWAY 51 FROM STONINGTON, ABOUT
 HJ0039'21 FT. N. OF THE CENTER LINE OF A CROSSROAD, ABOUT 41 FT. E.
 HJ0039'OF THE CENTER LINE OF THE HWY. AND 2 FT. S.E. OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0114 ***********************************************************************
 HJ0114  DESIGNATION -  E 89
 HJ0114  PID         -  HJ0114
 HJ0114  STATE/COUNTY-  CO/BENT
 HJ0114  USGS QUAD   -  GILPIN (1966)
 HJ0114
 HJ0114                         *CURRENT SURVEY CONTROL
 HJ0114  ___________________________________________________________________
 HJ0114* NAD 83(1986)-  37 52 52.     (N)    103 11 56.     (W)     SCALED    
 HJ0114* NAVD 88     -      1264.230  (meters)    4147.73   (feet)  ADJUSTED  
 HJ0114  ___________________________________________________________________
 HJ0114  GEOID HEIGHT-         -22.27  (meters)                     GEOID03
 HJ0114  DYNAMIC HT  -        1262.959 (meters)    4143.56  (feet)  COMP
 HJ0114  MODELED GRAV-     979,580.5   (mgal)                       NAVD 88
 HJ0114
 HJ0114  VERT ORDER  -  SECOND    CLASS 0
 HJ0114
 HJ0114.The horizontal coordinates were scaled from a topographic map and have
 HJ0114.an estimated accuracy of +/- 6 seconds.
 HJ0114
 HJ0114.The orthometric height was determined by differential leveling
 HJ0114.and adjusted by the National Geodetic Survey in June 1991..
 HJ0114
 HJ0114.The geoid height was determined by GEOID03.
 HJ0114
 HJ0114.The dynamic height is computed by dividing the NAVD 88
 HJ0114.geopotential number by the normal gravity value computed on the
 HJ0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0114.degrees latitude (g = 980.6199 gals.).
 HJ0114
 HJ0114.The modeled gravity was interpolated from observed gravity values.
 HJ0114
 HJ0114;                    North         East    Units  Estimated Accuracy
 HJ0114;SPC CO S     -   442,080.    1,116,810.      MT  (+/- 180 meters Scaled)
 HJ0114
 HJ0114                          SUPERSEDED SURVEY CONTROL
 HJ0114
 HJ0114  NGVD 29 (??/??/92) 1263.595  (m)         4145.64   (f) ADJ UNCH    2 0
 HJ0114
 HJ0114.Superseded values are not recommended for survey control.
 HJ0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0114.See file dsdata.txt to determine how the superseded data were derived.
 HJ0114
 HJ0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB583941(NAD 83)
 HJ0114_MARKER: DB = BENCH MARK DISK
 HJ0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0114_STAMPING: E 89 1935
 HJ0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0114+STABILITY: SURFACE MOTION
 HJ0114
 HJ0114  HISTORY     - Date     Condition        Report By
 HJ0114  HISTORY     - 1935     MONUMENTED       CGS
 HJ0114  HISTORY     - 1965     MARK NOT FOUND   NGS
 HJ0114
 HJ0114                          STATION DESCRIPTION
 HJ0114
 HJ0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HJ0114'7.9 MI N FROM TOONERVILLE.
 HJ0114'ABOUT 7.9 MILES NORTH ALONG STATE HIGHWAY 101 FROM TOONERVILLE,
 HJ0114'BENT COUNTY, ABOUT 105 FEET NORTH OF THE NORTHEAST CORNER OF A
 HJ0114'SCHOOL, AT A ROAD CROSSING, 21 FEET NORTH OF THE CENTER LINE OF
 HJ0114'THE ROAD, ABOUT 158 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 HJ0114'AND 2 FEET NORTHEAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED
 HJ0114'E 89 1935 AND SET IN THE TOP OF A CONCRETE POST.
 HJ0114
 HJ0114                          STATION RECOVERY (1965)
 HJ0114
 HJ0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HJ0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0296 ***********************************************************************
 JL0296  DESIGNATION -  E 9
 JL0296  PID         -  JL0296
 JL0296  STATE/COUNTY-  CO/GUNNISON
 JL0296  USGS QUAD   -  BIG MESA (1982)
 JL0296
 JL0296                         *CURRENT SURVEY CONTROL
 JL0296  ___________________________________________________________________
 JL0296* NAD 83(1986)-  38 28 55.     (N)    107 04 30.     (W)     SCALED    
 JL0296* NAVD 88     -      2274.564  (meters)    7462.47   (feet)  POSTED    
 JL0296  ___________________________________________________________________
 JL0296  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 JL0296  DYNAMIC HT  -        2271.810 (meters)    7453.43  (feet)  COMP
 JL0296  MODELED GRAV-     979,337.8   (mgal)                       NAVD 88
 JL0296
 JL0296  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JL0296
 JL0296.The horizontal coordinates were scaled from a topographic map and have
 JL0296.an estimated accuracy of +/- 6 seconds.
 JL0296
 JL0296.The orthometric height was determined by differential leveling
 JL0296.and adjusted by the National Geodetic Survey in 1992..
 JL0296.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JL0296.rate of 1.1 thru 2.0 mm/km.
 JL0296
 JL0296.The geoid height was determined by GEOID03.
 JL0296
 JL0296.The dynamic height is computed by dividing the NAVD 88
 JL0296.geopotential number by the normal gravity value computed on the
 JL0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0296.degrees latitude (g = 980.6199 gals.).
 JL0296
 JL0296.The modeled gravity was interpolated from observed gravity values.
 JL0296
 JL0296;                    North         East    Units  Estimated Accuracy
 JL0296;SPC CO C     -   377,990.      776,980.      MT  (+/- 180 meters Scaled)
 JL0296
 JL0296                          SUPERSEDED SURVEY CONTROL
 JL0296
 JL0296  NGVD 29 (??/??/92) 2273.077  (m)         7457.59   (f) ADJ UNCH    1 2
 JL0296
 JL0296.Superseded values are not recommended for survey control.
 JL0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0296.See file dsdata.txt to determine how the superseded data were derived.
 JL0296
 JL0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC190613(NAD 83)
 JL0296_MARKER: DB = BENCH MARK DISK
 JL0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0296_STAMPING: 7457.587 E 9 1926
 JL0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0296+STABILITY: SURFACE MOTION
 JL0296
 JL0296  HISTORY     - Date     Condition        Report By
 JL0296  HISTORY     - 1926     MONUMENTED       CGS
 JL0296  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0296
 JL0296                          STATION DESCRIPTION
 JL0296
 JL0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 JL0296'9.5 MI SW FROM GUNNISON.
 JL0296'9.5 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0296'FROM THE STATION AT GUNNISON, GUNNISON COUNTY, 0.2 MILE EAST OF
 JL0296'MILEPOST D-298, 47 FEET SOUTH OF THE TRACK, 3 FEET NORTH OF THE
 JL0296'RIGHT-OF-WAY FENCE, AND 3-1/2 FEET LOWER THAN THE TRACK.  A STANDARD
 JL0296'DISK, STAMPED 7457.587 E 9 1926 AND SET IN THE TOP OF A CONCRETE POST
 JL0296'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 JL0296
 JL0296                          STATION RECOVERY (1984)
 JL0296
 JL0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0296'THIS LOCATION IS NOW THE BLUE MESA RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0587 ***********************************************************************
 LL0587  DESIGNATION -  E 9
 LL0587  PID         -  LL0587
 LL0587  STATE/COUNTY-  CO/LARIMER
 LL0587  USGS QUAD   -  MASONVILLE (1984)
 LL0587
 LL0587                         *CURRENT SURVEY CONTROL
 LL0587  ___________________________________________________________________
 LL0587* NAD 83(1986)-  40 29 38.     (N)    105 11 59.     (W)     SCALED    
 LL0587* NAVD 88     -      1645.153  (meters)    5397.47   (feet)  ADJUSTED  
 LL0587  ___________________________________________________________________
 LL0587  GEOID HEIGHT-         -15.10  (meters)                     GEOID03
 LL0587  DYNAMIC HT  -        1643.732 (meters)    5392.81  (feet)  COMP
 LL0587  MODELED GRAV-     979,702.7   (mgal)                       NAVD 88
 LL0587
 LL0587  VERT ORDER  -  SECOND    CLASS 0
 LL0587
 LL0587.The horizontal coordinates were scaled from a topographic map and have
 LL0587.an estimated accuracy of +/- 6 seconds.
 LL0587
 LL0587.The orthometric height was determined by differential leveling
 LL0587.and adjusted by the National Geodetic Survey in June 1991..
 LL0587
 LL0587.The geoid height was determined by GEOID03.
 LL0587
 LL0587.The dynamic height is computed by dividing the NAVD 88
 LL0587.geopotential number by the normal gravity value computed on the
 LL0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0587.degrees latitude (g = 980.6199 gals.).
 LL0587
 LL0587.The modeled gravity was interpolated from observed gravity values.
 LL0587
 LL0587;                    North         East    Units  Estimated Accuracy
 LL0587;SPC CO N     -   433,700.      939,860.      MT  (+/- 180 meters Scaled)
 LL0587
 LL0587                          SUPERSEDED SURVEY CONTROL
 LL0587
 LL0587  NGVD 29 (??/??/92) 1644.164  (m)         5394.23   (f) ADJ UNCH    2 0
 LL0587
 LL0587.Superseded values are not recommended for survey control.
 LL0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0587.See file dsdata.txt to determine how the superseded data were derived.
 LL0587
 LL0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE830825(NAD 83)
 LL0587_MARKER: DD = SURVEY DISK
 LL0587_SETTING: 66 = SET IN ROCK OUTCROP
 LL0587_SP_SET: OUTCROP
 LL0587_STAMPING: E 9 1939 5392.357
 LL0587_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL0587+STABILITY: POSITION/ELEVATION WELL
 LL0587
 LL0587  HISTORY     - Date     Condition        Report By
 LL0587  HISTORY     - 1939     MONUMENTED       BOR
 LL0587  HISTORY     - 1939     GOOD             NGS
 LL0587  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0587  HISTORY     - 20030827 MARK NOT FOUND   USPSQD
 LL0587
 LL0587                          STATION DESCRIPTION
 LL0587
 LL0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 LL0587'1 MI NE FROM MASONVILLE.
 LL0587'1.0 MILE NORTHEAST ALONG FORT COLLINS ROAD FROM THE JUNCTION OF
 LL0587'BUCKHORN ROAD AND MASONVILLE SCHOOL AT MASONVILLE, LARIMER COUNTY,
 LL0587'0.9 MILE SOUTH OF A BRIDGE OVER REDSTONE CREEK, ON THE WEST SIDE OF
 LL0587'THE CREEK, 11 FEET WEST OF THE WEST SHOULDER OF THE ROAD, IN THE TOP
 LL0587'OF A ROCK OUTCROP, AND 6 FEET HIGHER THAN THE ROAD.  A UNITED STATES
 LL0587'BUREAU OF RECLAMATION STANDARD DISK, STAMPED E 9 1939 5392.357.
 LL0587
 LL0587                          STATION RECOVERY (1984)
 LL0587
 LL0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0587'MARK NOT FOUND.
 LL0587
 LL0587                          STATION RECOVERY (2003)
 LL0587
 LL0587'RECOVERY NOTE BY US POWER SQUADRON 2003 (EH)
 LL0587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0052 ***********************************************************************
 JJ0052  DESIGNATION -  E 90
 JJ0052  PID         -  JJ0052
 JJ0052  STATE/COUNTY-  CO/CHEYENNE
 JJ0052  USGS QUAD   -  CHEYENNE WELLS (1982)
 JJ0052
 JJ0052                         *CURRENT SURVEY CONTROL
 JJ0052  ___________________________________________________________________
 JJ0052* NAD 83(1986)-  38 45 47.     (N)    102 19 55.     (W)     SCALED    
 JJ0052* NAVD 88     -      1281.404  (meters)    4204.07   (feet)  ADJUSTED  
 JJ0052  ___________________________________________________________________
 JJ0052  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 JJ0052  DYNAMIC HT  -        1280.231 (meters)    4200.22  (feet)  COMP
 JJ0052  MODELED GRAV-     979,667.7   (mgal)                       NAVD 88
 JJ0052
 JJ0052  VERT ORDER  -  SECOND    CLASS 0
 JJ0052
 JJ0052.The horizontal coordinates were scaled from a topographic map and have
 JJ0052.an estimated accuracy of +/- 6 seconds.
 JJ0052
 JJ0052.The orthometric height was determined by differential leveling
 JJ0052.and adjusted by the National Geodetic Survey in June 1991..
 JJ0052
 JJ0052.The geoid height was determined by GEOID03.
 JJ0052
 JJ0052.The dynamic height is computed by dividing the NAVD 88
 JJ0052.geopotential number by the normal gravity value computed on the
 JJ0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0052.degrees latitude (g = 980.6199 gals.).
 JJ0052
 JJ0052.The modeled gravity was interpolated from observed gravity values.
 JJ0052
 JJ0052;                    North         East    Units  Estimated Accuracy
 JJ0052;SPC CO C     -   412,810.    1,189,680.      MT  (+/- 180 meters Scaled)
 JJ0052
 JJ0052                          SUPERSEDED SURVEY CONTROL
 JJ0052
 JJ0052  NGVD 29 (??/??/92) 1280.891  (m)         4202.39   (f) ADJ UNCH    2 0
 JJ0052
 JJ0052.Superseded values are not recommended for survey control.
 JJ0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0052.See file dsdata.txt to determine how the superseded data were derived.
 JJ0052
 JJ0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC318938(NAD 83)
 JJ0052_MARKER: DB = BENCH MARK DISK
 JJ0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0052_STAMPING: E 90 1935
 JJ0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0052+STABILITY: SURFACE MOTION
 JJ0052
 JJ0052  HISTORY     - Date     Condition        Report By
 JJ0052  HISTORY     - 1935     MONUMENTED       CGS
 JJ0052  HISTORY     - 1941     GOOD             NGS
 JJ0052  HISTORY     - 1975     MARK NOT FOUND   USGS
 JJ0052
 JJ0052                          STATION DESCRIPTION
 JJ0052
 JJ0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0052'5 MI SE FROM CHEYENNE WELLS.
 JJ0052'TO REACH FROM THE COUNTY COURT HOUSE IN CHEYENNE WELLS-- GO
 JJ0052'1.0 MILE EAST ALONG U.S. HIGHWAY NO. 40 TO THE JUNCTION OF STATE
 JJ0052'HIGHWAY NO. 51, THENCE GO 4.0 MILES SOUTHERLY ALONG STATE HIGHWAY
 JJ0052'NO.51 TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.4 MILE SOUTH
 JJ0052'OF INTERSECTION OF CROSS ROAD, ABOUT 268.0 FEET SOUTH OF THE SOUTH
 JJ0052'END OF WOODEN BRIDGE AND 44.0 FEET EAST OF AND ABOUT THE SAME
 JJ0052'ELEVATION AS THE CENTERLINE OF THE HIGHWAY.  IT IS 3.3 FEET EAST OF
 JJ0052'FENCE AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  THE
 JJ0052'MONUMENT PROJECTS 0.6 FOOT.
 JJ0052
 JJ0052                          STATION RECOVERY (1975)
 JJ0052
 JJ0052'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JJ0052'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0146 ***********************************************************************
 HK0146  DESIGNATION -  E 93
 HK0146  PID         -  HK0146
 HK0146  STATE/COUNTY-  CO/HUERFANO
 HK0146  USGS QUAD   -  WALSENBURG NORTH (1963)
 HK0146
 HK0146                         *CURRENT SURVEY CONTROL
 HK0146  ___________________________________________________________________
 HK0146* NAD 83(1986)-  37 40 33.     (N)    104 51 14.     (W)     SCALED    
 HK0146* NAVD 88     -      1914.676  (meters)    6281.73   (feet)  ADJUSTED  
 HK0146  ___________________________________________________________________
 HK0146  GEOID HEIGHT-         -17.64  (meters)                     GEOID03
 HK0146  DYNAMIC HT  -        1912.405 (meters)    6274.28  (feet)  COMP
 HK0146  MODELED GRAV-     979,375.3   (mgal)                       NAVD 88
 HK0146
 HK0146  VERT ORDER  -  SECOND    CLASS 0
 HK0146
 HK0146.The horizontal coordinates were scaled from a topographic map and have
 HK0146.an estimated accuracy of +/- 6 seconds.
 HK0146
 HK0146.The orthometric height was determined by differential leveling
 HK0146.and adjusted by the National Geodetic Survey in June 1991..
 HK0146
 HK0146.The geoid height was determined by GEOID03.
 HK0146
 HK0146.The dynamic height is computed by dividing the NAVD 88
 HK0146.geopotential number by the normal gravity value computed on the
 HK0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0146.degrees latitude (g = 980.6199 gals.).
 HK0146
 HK0146.The modeled gravity was interpolated from observed gravity values.
 HK0146
 HK0146;                    North         East    Units  Estimated Accuracy
 HK0146;SPC CO S     -   417,000.      971,400.      MT  (+/- 180 meters Scaled)
 HK0146
 HK0146                          SUPERSEDED SURVEY CONTROL
 HK0146
 HK0146  NGVD 29 (??/??/92) 1913.648  (m)         6278.36   (f) ADJ UNCH    2 0
 HK0146
 HK0146.Superseded values are not recommended for survey control.
 HK0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0146.See file dsdata.txt to determine how the superseded data were derived.
 HK0146
 HK0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB128698(NAD 83)
 HK0146_MARKER: DB = BENCH MARK DISK
 HK0146_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HK0146_SP_SET: BUILDING
 HK0146_STAMPING: E 93 1935
 HK0146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0146
 HK0146  HISTORY     - Date     Condition        Report By
 HK0146  HISTORY     - 1935     MONUMENTED       CGS
 HK0146
 HK0146                          STATION DESCRIPTION
 HK0146
 HK0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HK0146'1 MI N FROM WALSENBURG.
 HK0146'1.0 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE COUNTY COURTHOUSE
 HK0146'AT WALSENBURG, HUERFANO COUNTY, THENCE 5.6 MILES NORTHWEST ALONG
 HK0146'THE DENVER AND RIO GRANDE WESTERN RAILROAD, AT GORDON, 114 FEET
 HK0146'SOUTHEAST OF THE CENTERLINE OF THE TRACK, AT THE CATHOLIC CHURCH,
 HK0146'IN THE WEST SIDE OF THE CONCRETE FOUNDATION, 0.4 FOOT SOUTH OF
 HK0146'THE NORTHWEST CORNER,  8 INCHES BELOW THE TOP OF THE FOUNDATION,
 HK0146'AND 1.0 FOOT ABOVE THE GROUND.  A STANDARD DISK, STAMPED E 93 1935
 HK0146'AND SET VERTICALLY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0179 ***********************************************************************
 HK0179  DESIGNATION -  E 94
 HK0179  PID         -  HK0179
 HK0179  STATE/COUNTY-  CO/HUERFANO
 HK0179  USGS QUAD   -  GARDNER (1969)
 HK0179
 HK0179                         *CURRENT SURVEY CONTROL
 HK0179  ___________________________________________________________________
 HK0179* NAD 83(1986)-  37 47 29.     (N)    105 11 34.     (W)     SCALED    
 HK0179* NAVD 88     -      2159.792  (meters)    7085.92   (feet)  ADJUSTED  
 HK0179  ___________________________________________________________________
 HK0179  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 HK0179  DYNAMIC HT  -        2157.116 (meters)    7077.14  (feet)  COMP
 HK0179  MODELED GRAV-     979,313.4   (mgal)                       NAVD 88
 HK0179
 HK0179  VERT ORDER  -  SECOND    CLASS 0
 HK0179
 HK0179.The horizontal coordinates were scaled from a topographic map and have
 HK0179.an estimated accuracy of +/- 6 seconds.
 HK0179
 HK0179.The orthometric height was determined by differential leveling
 HK0179.and adjusted by the National Geodetic Survey in June 1991..
 HK0179
 HK0179.The geoid height was determined by GEOID03.
 HK0179
 HK0179.The dynamic height is computed by dividing the NAVD 88
 HK0179.geopotential number by the normal gravity value computed on the
 HK0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0179.degrees latitude (g = 980.6199 gals.).
 HK0179
 HK0179.The modeled gravity was interpolated from observed gravity values.
 HK0179
 HK0179;                    North         East    Units  Estimated Accuracy
 HK0179;SPC CO S     -   429,670.      941,460.      MT  (+/- 180 meters Scaled)
 HK0179
 HK0179                          SUPERSEDED SURVEY CONTROL
 HK0179
 HK0179  NGVD 29 (??/??/92) 2158.599  (m)         7082.00   (f) ADJ UNCH    2 0
 HK0179
 HK0179.Superseded values are not recommended for survey control.
 HK0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0179.See file dsdata.txt to determine how the superseded data were derived.
 HK0179
 HK0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB830826(NAD 83)
 HK0179_MARKER: DB = BENCH MARK DISK
 HK0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0179_STAMPING: E 94 1935
 HK0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0179+STABILITY: SURFACE MOTION
 HK0179
 HK0179  HISTORY     - Date     Condition        Report By
 HK0179  HISTORY     - 1935     MONUMENTED       CGS
 HK0179  HISTORY     - 1969     MARK NOT FOUND   NGS
 HK0179
 HK0179                          STATION DESCRIPTION
 HK0179
 HK0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HK0179'1.6 MI NW FROM GARDNER.
 HK0179'1.6 MILES NORTHWEST ALONG NEW STATE HIGHWAY 69 FROM THE POST
 HK0179'OFFICE AT GARDNER, HUERFANO COUNTY, 0.1 MILE SOUTHEAST OF THE
 HK0179'ENTRANCE TO A C.C.C. CAMP, 257 FEET SOUTHEAST OF THE JUNCTION
 HK0179'OF A ROAD LEADING TO A SAWMILL, 246 FEET NORTHEAST OF A LOG
 HK0179'CABIN, 31.0 FEET NORTHWEST OF THE CENTERLINE OF THE DRIVEWAY
 HK0179'LEADING TO THE CABIN, 27.6 FEET SOUTHWEST OF THE CENTERLINE OF
 HK0179'THE HIGHWAY, 13.5 FEET NORTHWEST OF A FENCE CORNER, 2.0 FEET
 HK0179'SOUTHWEST OF THE FENCE, 3.0 FEET SOUTHWEST OF A 4-BY-4 INCH
 HK0179'WOODEN MARKER POST STENCILED U.S.B.M., AND LEVEL WITH THE HIGHWAY.
 HK0179'A STANDARD DISK, STAMPED E 94 1935 AND SET IN THE TOP OF A
 HK0179'CONCRETE POST PROJECTING ABOUT 0.8 FOOT ABOVE GROUND.
 HK0179
 HK0179                          STATION RECOVERY (1969)
 HK0179
 HK0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 HK0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0521 ***********************************************************************
 JK0521  DESIGNATION -  E 95
 JK0521  PID         -  JK0521
 JK0521  STATE/COUNTY-  CO/CUSTER
 JK0521  USGS QUAD   -  ALDRICH GULCH (1957)
 JK0521
 JK0521                         *CURRENT SURVEY CONTROL
 JK0521  ___________________________________________________________________
 JK0521* NAD 83(1986)-  38 02 33.     (N)    105 24 07.     (W)     SCALED    
 JK0521* NAVD 88     -      2469.781  (meters)    8102.94   (feet)  ADJUSTED  
 JK0521  ___________________________________________________________________
 JK0521  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 JK0521  DYNAMIC HT  -        2466.686 (meters)    8092.79  (feet)  COMP
 JK0521  MODELED GRAV-     979,286.0   (mgal)                       NAVD 88
 JK0521
 JK0521  VERT ORDER  -  SECOND    CLASS 0
 JK0521
 JK0521.The horizontal coordinates were scaled from a topographic map and have
 JK0521.an estimated accuracy of +/- 6 seconds.
 JK0521
 JK0521.The orthometric height was determined by differential leveling
 JK0521.and adjusted by the National Geodetic Survey in June 1991..
 JK0521
 JK0521.The geoid height was determined by GEOID03.
 JK0521
 JK0521.The dynamic height is computed by dividing the NAVD 88
 JK0521.geopotential number by the normal gravity value computed on the
 JK0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0521.degrees latitude (g = 980.6199 gals.).
 JK0521
 JK0521.The modeled gravity was interpolated from observed gravity values.
 JK0521
 JK0521;                    North         East    Units  Estimated Accuracy
 JK0521;SPC CO S     -   457,500.      923,010.      MT  (+/- 180 meters Scaled)
 JK0521
 JK0521                          SUPERSEDED SURVEY CONTROL
 JK0521
 JK0521  NGVD 29 (??/??/92) 2468.495  (m)         8098.72   (f) ADJ UNCH    2 0
 JK0521
 JK0521.Superseded values are not recommended for survey control.
 JK0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0521.See file dsdata.txt to determine how the superseded data were derived.
 JK0521
 JK0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC647106(NAD 83)
 JK0521_MARKER: DB = BENCH MARK DISK
 JK0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0521_STAMPING: E 95 1935
 JK0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0521+STABILITY: SURFACE MOTION
 JK0521
 JK0521  HISTORY     - Date     Condition        Report By
 JK0521  HISTORY     - 1935     MONUMENTED       CGS
 JK0521  HISTORY     - 1941     GOOD             NGS
 JK0521
 JK0521                          STATION DESCRIPTION
 JK0521
 JK0521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JK0521'7.7 MI SE FROM WESTCLIFFE.
 JK0521'7.7 MILES SOUTHEAST ALONG STATE HIGHWAY 69 FROM THE COUNTY COURTHOUSE
 JK0521'AT WESTCLIFFE, CUSTER COUNTY, 0.7 MILE NORTHWEST OF THE JUNCTION
 JK0521'OF A RANCH ROAD, 148 FEET NORTH OF A DOUBLE FENCE CORNER SOUTHWEST
 JK0521'OF THE HIGHWAY, ON THE SOUTHWEST SLOPE OF A HILL, 47.0 FEET NORTHEAST
 JK0521'OF THE CENTERLINE OF THE HIGHWAY, 3.0 FEET WEST OF A 4- BY 4-INCH
 JK0521'WOODEN MARKER POST STENCILED U.S.B.M., AND 5.0 FEET HIGHER THAN THE
 JK0521'HIGHWAY.  A STANDARD DISK STAMPED E 95 1935 AND SET IN THE TOP OF
 JK0521'A CONCRETE POST PROJECTING ABOUT 0.7 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0571 ***********************************************************************
 HL0571  DESIGNATION -  E BUTTE
 HL0571  PID         -  HL0571
 HL0571  STATE/COUNTY-  CO/MINERAL
 HL0571  USGS QUAD   -  SAN LUIS PEAK (1986)
 HL0571
 HL0571                         *CURRENT SURVEY CONTROL
 HL0571  ___________________________________________________________________
 HL0571* NAD 83(1992)-  37 53 36.56601(N)    106 57 44.14471(W)     ADJUSTED  
 HL0571* NAVD 88     -      3555.     (meters)   11663.     (feet)  SCALED    
 HL0571  ___________________________________________________________________
 HL0571  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 HL0571  GEOID HEIGHT-         -15.17  (meters)                     GEOID03
 HL0571
 HL0571  HORZ ORDER  -  FIRST
 HL0571
 HL0571.The horizontal coordinates were established by classical geodetic methods
 HL0571.and adjusted by the National Geodetic Survey in January 1993..
 HL0571
 HL0571.The orthometric height was scaled from a topographic map.
 HL0571
 HL0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0571
 HL0571.The geoid height was determined by GEOID03.
 HL0571
 HL0571;                    North         East     Units Scale Factor Converg.
 HL0571;SPC CO S     -   441,965.200   785,794.396   MT  0.99994593   -0 53 48.9
 HL0571;SPC CO S     - 1,450,014.16  2,578,060.45   sFT  0.99994593   -0 53 48.9
 HL0571;UTM  13      - 4,195,812.754   327,461.364   MT  0.99996667   -1 12 19.8
 HL0571
 HL0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0571!SPC CO S     -   0.99944487  x   0.99994593  =   0.99939083
 HL0571!UTM  13      -   0.99944487  x   0.99996667  =   0.99941156
 HL0571
 HL0571:                Primary Azimuth Mark                     Grid Az
 HL0571:SPC CO S     -  E BUTTE AZ MK                            129 00 50.3
 HL0571:UTM  13      -  E BUTTE AZ MK                            129 19 21.2
 HL0571
 HL0571|---------------------------------------------------------------------|
 HL0571| PID    Reference Object                     Distance      Geod. Az  |
 HL0571|                                                           dddmmss.s |
 HL0571| CM6369 E BUTTE AZ MK                                      1280701.4 |
 HL0571| CM6371 E BUTTE RM 2                          5.330 METERS 17235     |
 HL0571| CM6370 E BUTTE RM 1                         12.970 METERS 30149     |
 HL0571|---------------------------------------------------------------------|
 HL0571
 HL0571                          SUPERSEDED SURVEY CONTROL
 HL0571
 HL0571  NAD 83(1986)-  37 53 36.56184(N)    106 57 44.14884(W) AD(       ) 1
 HL0571  NAD 27      -  37 53 36.56920(N)    106 57 41.97730(W) AD(       ) 1
 HL0571
 HL0571.Superseded values are not recommended for survey control.
 HL0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0571.See file dsdata.txt to determine how the superseded data were derived.
 HL0571
 HL0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB2746195813(NAD 83)
 HL0571_MARKER: DB = BENCH MARK DISK
 HL0571_SETTING: 80 = SET IN A BOULDER
 HL0571_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HL0571
 HL0571  HISTORY     - Date     Condition        Report By
 HL0571  HISTORY     - 1958     MONUMENTED       USGS
 HL0571  HISTORY     - 1958     GOOD             CGS
 HL0571
 HL0571                          STATION DESCRIPTION
 HL0571
 HL0571'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (OSR)
 HL0571'STATION IS LOCATED ON TOP OF A SHARP ROCKY POINT, NEAR THE
 HL0571'SOUTH END OF A NARROW RIDGE (ELEVATION 11,649 FEET), ABOUT
 HL0571'4 MILES NORTHWEST OF CREEDE, BETWEEN THE WEST FORK OF WILLOW
 HL0571'CREEK AND RAT CREEK.
 HL0571'
 HL0571'REACHED FROM THE RAILROAD STATION IN CREEDE BY GOING SOUTH
 HL0571'ON GRAVELED ROAD ON THE WEST SIDE OF THE RAILROAD TRACKS FOR
 HL0571'0.1 MILE TO A FORK, TURN RIGHT, WESTERLY UP HILL FOR 0.4 MILE
 HL0571'TO A FORK AT A CEMETERY, TAKE RIGHT FORK AROUND CEMETERY
 HL0571'FOR 1.2 MILES TO WHERE THE MAIN ROAD BEARS RIGHT AND A DIM
 HL0571'TRACK ROAD CONTINUES STRAIGHT AHEAD, TURN RIGHT, NORTHERLY,
 HL0571'FOR 1.7 MILES TO A FORK, KEEP LEFT FORK, NORTHERLY, FOR 0.8
 HL0571'MILE TO THE SUMMIT OF THE GRADE AND AZIMUTH MARK ON THE LEFT,
 HL0571'CONTINUE NORTHERLY FOR 0.45 MILE TO A DIM TRACK ROAD LEFT,
 HL0571'TURN LEFT ON DIM TRACK ROAD, WESTERLY, WINDING UP THROUGH
 HL0571'ASPIN TIMBER FOR 0.45 MILE TO A SHEEP TRAIL, TURN LEFT,
 HL0571'SOUTHWEST, ON SHEEP TRAIL FOR 0.35 MILE TO AN OLD TRAIL
 HL0571'RIGHT, TURN RIGHT, NORTHWEST, UP OLD TRAIL FOR 0.2 MILE TO END
 HL0571'OF TRUCK TRAVEL.  FROM HERE PACK UP HILL, NORTHWEST FOR 30
 HL0571'MINUTES TO THE HIGHEST POINT AND STATION.
 HL0571'
 HL0571'STATION MARK IS A STANDARD U.S. GEOLOGICAL BENCH MARK DISK,
 HL0571'WITH NO STAMPING, CEMENTED IN A DRILL HOLE IN A 4 X 5 FOOT
 HL0571'BOULDER PROJECTING 8 INCHES.
 HL0571'
 HL0571'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED E BUTTE USGS
 HL0571'NO 1 1958, CEMENTED IN A DRILL HOLE IN A 3 X 2 FOOT BOULDER
 HL0571'WHICH IS FLUSH TO THE NORTH AND ABOUT 12 FEET HIGH TO THE
 HL0571'SOUTH.
 HL0571'
 HL0571'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED E BUTTE USGS
 HL0571'NO 2 1958, CEMENTED IN A DRILL HOLE IN A 2 X 2 FOOT BOULDER
 HL0571'WHICH PROJECTS 2 FEET TO THE SOUTH AND 6 FEET TO THE NORTH.
 HL0571'
 HL0571'AZIMUTH MARK IS A STANDARD DISK, STAMPED E BUTTE USGS 1958,
 HL0571'CEMENTED IN A DRILL HOLE IN A 3 X 2 FOOT BOULDER AND PROJECTS
 HL0571'1 INCH.  IT IS 9 FEET WEST OF THE CENTER OF A TRACK ROAD.
 HL0571'A 4 IN X 4 IN WHITE WITNESS POST WAS SET 3 FEET SOUTHWEST
 HL0571'OF THE MARK.
 HL0571
 HL0571                          STATION RECOVERY (1958)
 HL0571
 HL0571'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 HL0571'ORIGINALLY CALLED ---BUTTE--- BY J.F. MCBETH.
 HL0571'
 HL0571'STATION MARK - STANDARD USGS BENCH MARK TABLET, NOT STAMPED CEMENTED
 HL0571'IN A DRILL HOLE IN A 4 BY 5 FT. BOULDER PROJECTING 8 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0865 ***********************************************************************
 JJ0865  DESIGNATION -  EADS
 JJ0865  PID         -  JJ0865
 JJ0865  STATE/COUNTY-  CO/KIOWA
 JJ0865  USGS QUAD   -  EADS (1968)
 JJ0865
 JJ0865                         *CURRENT SURVEY CONTROL
 JJ0865  ___________________________________________________________________
 JJ0865* NAD 83(1992)-  38 28 28.91953(N)    102 45 53.42596(W)     ADJUSTED  
 JJ0865* NAVD 88     -      1292.     (meters)    4239.     (feet)  SCALED    
 JJ0865  ___________________________________________________________________
 JJ0865  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 JJ0865  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 JJ0865
 JJ0865  HORZ ORDER  -  SECOND
 JJ0865
 JJ0865.The horizontal coordinates were established by classical geodetic methods
 JJ0865.and adjusted by the National Geodetic Survey in January 1993..
 JJ0865
 JJ0865.The orthometric height was scaled from a topographic map.
 JJ0865
 JJ0865.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0865
 JJ0865.The geoid height was determined by GEOID03.
 JJ0865
 JJ0865;                    North         East     Units Scale Factor Converg.
 JJ0865;SPC CO S     -   508,964.900 1,153,048.550   MT  1.00000781   +1 40 39.7
 JJ0865;SPC CO S     - 1,669,829.01  3,782,960.12   sFT  1.00000781   +1 40 39.7
 JJ0865;UTM  13      - 4,260,852.987   694,980.591   MT  1.00006820   +1 23 27.9
 JJ0865
 JJ0865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0865!SPC CO S     -   0.99980094  x   1.00000781  =   0.99980875
 JJ0865!UTM  13      -   0.99980094  x   1.00006820  =   0.99986913
 JJ0865
 JJ0865:                Primary Azimuth Mark                     Grid Az
 JJ0865:SPC CO S     -  EADS AZ MK                               085 44 30.8
 JJ0865:UTM  13      -  EADS AZ MK                               086 01 42.6
 JJ0865
 JJ0865|---------------------------------------------------------------------|
 JJ0865| PID    Reference Object                     Distance      Geod. Az  |
 JJ0865|                                                           dddmmss.s |
 JJ0865| CM7991 EADS AZ MK                                         0872510.5 |
 JJ0865| CM7992 EADS AZ MK 2                                       1763548.1 |
 JJ0865| CM7994 EADS RM 2                             8.583 METERS 24511     |
 JJ0865| JJ0864 EADS MUNICIPAL WATER STANDPIPE      APPROX. 1.6 KM 2843529.2 |
 JJ0865| JJ0863 EADS H B S GRAIN ELEV               APPROX. 1.4 KM 2880047.2 |
 JJ0865| JJ0862 EADS MUNICIPAL TANK                 APPROX. 1.4 KM 2890439.6 |
 JJ0865| CM7993 EADS RM 1                             8.328 METERS 35534     |
 JJ0865|---------------------------------------------------------------------|
 JJ0865
 JJ0865                          SUPERSEDED SURVEY CONTROL
 JJ0865
 JJ0865  NAD 83(1986)-  38 28 28.91636(N)    102 45 53.41964(W) AD(       ) 2
 JJ0865  NAD 27      -  38 28 28.89568(N)    102 45 51.71544(W) AD(       ) 2
 JJ0865
 JJ0865.Superseded values are not recommended for survey control.
 JJ0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0865.See file dsdata.txt to determine how the superseded data were derived.
 JJ0865
 JJ0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC9498160853(NAD 83)
 JJ0865_MARKER: DS = TRIANGULATION STATION DISK
 JJ0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0865
 JJ0865  HISTORY     - Date     Condition        Report By
 JJ0865  HISTORY     - 1954     MONUMENTED       CGS
 JJ0865  HISTORY     - 1976     GOOD             NGS
 JJ0865
 JJ0865                          STATION DESCRIPTION
 JJ0865
 JJ0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0865'THE STATION IS LOCATED ABOUT 1 MILE EAST-SOUTHEAST OF EADS,
 JJ0865'ON A GRASSY KNOLL IN PASTURE LAND BELONGING TO MR. JOHN
 JJ0865'HOLTER.  IT IS ABOUT 0.15 MILE SOUTH OF U.S. HIGHWAY 287
 JJ0865'AND STATE ROUTE 96.
 JJ0865'
 JJ0865'TO REACH THE STATION FROM THE POST OFFICE IN EADS GO SOUTH
 JJ0865'ON MAIN STREET FOR 0.2 MILE TO THE JUNCTION OF U.S. HIGHWAY
 JJ0865'287 AND STATE ROUTE 96.  TURN LEFT (EAST) AND GO 0.8 MILE
 JJ0865'TO THE HOME OF MR. JOHN HOLTER.  TURN RIGHT AND GO THROUGH
 JJ0865'RANCH YARD AND CORRAL TO THE NORTH OF THE BARN AND FOLLOW
 JJ0865'A TRACK ROAD FOR ABOUT 0.1 MILE TO THE HIGHEST PART OF THE
 JJ0865'GRASSY KNOLL AND STATION.
 JJ0865'
 JJ0865'THE STATION IS A STANDARD BRONZE DISK, STAMPED EADS 1954
 JJ0865'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 JJ0865'ABOUT 4 INCHES, AND IS ABOUT 5 FEET NORTH-NORTHEAST OF A WHITE
 JJ0865'WITNESS POST.
 JJ0865'
 JJ0865'REFERENCE MARK 1 IS A STANDARD BRONZE DISK, STAMPED EADS
 JJ0865'NO 1 1954 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JJ0865'PROJECTING ABOUT 4 INCHES AND IS ABOUT THE SAME ELEVATION
 JJ0865'AS THE STATION.
 JJ0865'
 JJ0865'REFERENCE MARK 2 IS A STANDARD BRONZE DISK, STAMPED EADS
 JJ0865'NO 2 1954 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JJ0865'PROJECTING ABOUT 4 INCHES AND IS ABOUT 2 FEET LOWER IN ELEVATION
 JJ0865'THAN THE STATION.
 JJ0865'
 JJ0865'THE AZIMUTH MARK IS A STANDARD BRONZE DISK, STAMPED EADS 1954
 JJ0865'SET IN A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING ABOUT
 JJ0865'4 INCHES, 2.8 FEET WEST OF WEST GATEPOST, 1/2 FOOT NORTH
 JJ0865'OF A FENCE LINE, 46 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD,
 JJ0865'AND 51 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 287
 JJ0865'AND STATE ROUTE 96.
 JJ0865'
 JJ0865'TO REACH THE AZIMUTH MARK FROM MR. HOLTERS HOUSE ON THE WAY
 JJ0865'TO THE STATION, CONTINUE EASTERLY ON U.S. HIGHWAY 287 AND
 JJ0865'STATE ROUTE 96 FOR 0.8 MILE TO THE MARK ON THE LEFT (NORTH)
 JJ0865'SIDE OF THE HIGHWAY.
 JJ0865
 JJ0865                          STATION RECOVERY (1976)
 JJ0865
 JJ0865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JJ0865'STATION RECOVERED AND ALL MARKS WITH THE EXCEPTION OF THE AZIMUTH
 JJ0865'MARK WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS NOT
 JJ0865'FOUND AND IS BELIEVED TO HAVE BEEN DESTROYED DURING NEW HIGHWAY
 JJ0865'CONSTRUCTION.  A NEW AZIMUTH MARK AZ 2 WAS ESTABLISHED AT THIS
 JJ0865'TIME.  DISTANCE AND DIRECTION TO THE MARKS CHECKED FAIRLY WELL
 JJ0865'AND MR. JOHN HOLTER STILL OWNS AND OCCUPIES THE LAND ON WHICH
 JJ0865'THE STATION IS ESTABLISHED.
 JJ0865'
 JJ0865'STATION IS REACHED FROM THE POST OFFICE IN EADS.  GO SOUTH ON MAIN
 JJ0865'STREET FOR 0.2 MILE TO THE JUNCTION WITH U.S. HIGHWAY 287 AND STATE
 JJ0865'HIGHWAY 96.  TURN LEFT AND GO EAST ON THE COMBINED HIGHWAYS FOR
 JJ0865'0.75 MILE TO A SURFACED ROAD AND HOME OF JOHN HOLTER ON THE
 JJ0865'RIGHT.  TURN RIGHT AND GO SOUTH ON THE SURFACED ROAD FOR 0.55
 JJ0865'MILE TO THE SOUTHWEST CORNER OF THE EADS CEMETERY.  TURN LEFT AND
 JJ0865'CONTINUE ON ROAD FOR 0.2 MILE TO THE TOP OF A SMALL RISE,
 JJ0865'WIRE GATE AND AZIMUTH MARK ON THE LEFT.  TURN LEFT, PASS THRU THE
 JJ0865'WIRE GATE AND GO NORTH-NORTHWEST ACROSS OPEN PASTURE LAND
 JJ0865'FOR 0.35 MILE TO THE TOP OF HILL, HIGHEST POINT IN PASTURE AND
 JJ0865'STATION.
 JJ0865'
 JJ0865'STATION MARK DISK IS STAMPED EADS 1954, SET IN THE TOP OF A
 JJ0865'SQUARE CONCRETE MONUMENT PROJECTING ABOUT 5 INCHES.  MARK IS 2.9
 JJ0865'FEET NORTH OF A METAL WITNESS POST WITH A METAL WITNESS SIGN
 JJ0865'ATTACHED.
 JJ0865'
 JJ0865'REFERENCE MARK 1 DISK IS STAMPED EADS NO 1 1954, SET IN THE TOP
 JJ0865'OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 5 INCHES.
 JJ0865'
 JJ0865'REFERENCE MARK 2 DISK IS STAMPED EADS NO 2 1954, SET IN THE TOP
 JJ0865'OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES.
 JJ0865'
 JJ0865'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED EADS 1954
 JJ0865'AZ 2 1976, SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING
 JJ0865'ABOUT 3 INCHES.  MARK IS 27-1/2 FEET NORTH OF THE APPROXIMATE
 JJ0865'CENTER OF AN EAST-WEST GRAVELED ROAD, 13-1/2 FEET WEST OF THE
 JJ0865'WEST GATE POST OF A WIRE GATE AND 1.5 FEET SOUTH OF A METAL
 JJ0865'WITNESS POST WITH A METAL WITNESS SIGN ATTACHED.  A METAL ROD
 JJ0865'WAS PLACED IN THE CONCRETE MARK FOR A BETTER FUTURE RECOVERY OF
 JJ0865'THE MARK.
 JJ0865'
 JJ0865'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE ESE
 JJ0865'OF EADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0863 ***********************************************************************
 JJ0863  DESIGNATION -  EADS H B S GRAIN ELEV
 JJ0863  PID         -  JJ0863
 JJ0863  STATE/COUNTY-  CO/KIOWA
 JJ0863  USGS QUAD   -  EADS (1968)
 JJ0863
 JJ0863                         *CURRENT SURVEY CONTROL
 JJ0863  ___________________________________________________________________
 JJ0863* NAD 83(1992)-  38 28 43.00031(N)    102 46 48.52704(W)     ADJUSTED  
 JJ0863* NAVD 88     -                                                        
 JJ0863  ___________________________________________________________________
 JJ0863  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 JJ0863  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 JJ0863
 JJ0863  HORZ ORDER  -  THIRD
 JJ0863
 JJ0863.The horizontal coordinates were established by classical geodetic methods
 JJ0863.and adjusted by the National Geodetic Survey in January 1993..
 JJ0863
 JJ0863
 JJ0863.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0863
 JJ0863.The geoid height was determined by GEOID03.
 JJ0863
 JJ0863;                    North         East     Units Scale Factor Converg.
 JJ0863;SPC CO S     -   509,359.904 1,151,700.829   MT  1.00000858   +1 40 05.9
 JJ0863;SPC CO S     - 1,671,124.95  3,778,538.47   sFT  1.00000858   +1 40 05.9
 JJ0863;UTM  13      - 4,261,254.751   693,634.787   MT  1.00006176   +1 22 54.0
 JJ0863
 JJ0863                          SUPERSEDED SURVEY CONTROL
 JJ0863
 JJ0863  NAD 83(1986)-  38 28 42.99691(N)    102 46 48.51972(W) AD(       ) 4
 JJ0863  NAD 27      -  38 28 42.98461(N)    102 46 46.79532(W) AD(       ) 3
 JJ0863
 JJ0863.Superseded values are not recommended for survey control.
 JJ0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0863.See file dsdata.txt to determine how the superseded data were derived.
 JJ0863
 JJ0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC9363561255(NAD 83)
 JJ0863_MARKER: 65 = GRAIN ELEVATOR
 JJ0863
 JJ0863  HISTORY     - Date     Condition        Report By
 JJ0863  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0863
 JJ0863                          STATION DESCRIPTION
 JJ0863
 JJ0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0863'THE STATION IS LOCATED IN THE SOUTH PART OF THE TOWN OF EADS.
 JJ0863'
 JJ0863'THE ELEVATOR IS A LARGE, CONCRETE STRUCTURE, ABOUT 110 FEET
 JJ0863'HIGH, WITH A 40-FOOT HEADHOUSE ON TOP.  THE CENTER OF THE
 JJ0863'HEADHOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0862 ***********************************************************************
 JJ0862  DESIGNATION -  EADS MUNICIPAL TANK
 JJ0862  PID         -  JJ0862
 JJ0862  STATE/COUNTY-  CO/KIOWA
 JJ0862  USGS QUAD   -  EADS (1968)
 JJ0862
 JJ0862                         *CURRENT SURVEY CONTROL
 JJ0862  ___________________________________________________________________
 JJ0862* NAD 83(1992)-  38 28 43.93984(N)    102 46 48.68974(W)     ADJUSTED  
 JJ0862* NAVD 88     -                                                        
 JJ0862  ___________________________________________________________________
 JJ0862  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 JJ0862  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 JJ0862
 JJ0862  HORZ ORDER  -  THIRD
 JJ0862
 JJ0862.The horizontal coordinates were established by classical geodetic methods
 JJ0862.and adjusted by the National Geodetic Survey in January 1993..
 JJ0862
 JJ0862
 JJ0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0862
 JJ0862.The geoid height was determined by GEOID03.
 JJ0862
 JJ0862;                    North         East     Units Scale Factor Converg.
 JJ0862;SPC CO S     -   509,388.747 1,151,696.044   MT  1.00000863   +1 40 05.8
 JJ0862;SPC CO S     - 1,671,219.58  3,778,522.77   sFT  1.00000863   +1 40 05.8
 JJ0862;UTM  13      - 4,261,283.620   693,630.145   MT  1.00006174   +1 22 53.9
 JJ0862
 JJ0862                          SUPERSEDED SURVEY CONTROL
 JJ0862
 JJ0862  NAD 83(1986)-  38 28 43.93631(N)    102 46 48.68278(W) AD(       ) 4
 JJ0862  NAD 27      -  38 28 43.91558(N)    102 46 46.97725(W) AD(       ) 3
 JJ0862
 JJ0862.Superseded values are not recommended for survey control.
 JJ0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0862.See file dsdata.txt to determine how the superseded data were derived.
 JJ0862
 JJ0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC9363061284(NAD 83)
 JJ0862_MARKER: 53 = ELEVATED TANK
 JJ0862
 JJ0862  HISTORY     - Date     Condition        Report By
 JJ0862  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0862
 JJ0862                          STATION DESCRIPTION
 JJ0862
 JJ0862'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0862'THE STATION IS LOCATED IN THE SOUTH PART OF THE TOWN OF EADS.
 JJ0862'
 JJ0862'THE TANK IS A STEEL TANK, MOUNTED ON TOP OF A FOUR-LEGGED
 JJ0862'STEEL STRUCTURE, AND IS ABOUT 125 FEET HIGH.  THE BALL ON
 JJ0862'TOP OF THE TANK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0864 ***********************************************************************
 JJ0864  DESIGNATION -  EADS MUNICIPAL WATER STANDPIPE
 JJ0864  PID         -  JJ0864
 JJ0864  STATE/COUNTY-  CO/KIOWA
 JJ0864  USGS QUAD   -  EADS (1968)
 JJ0864
 JJ0864                         *CURRENT SURVEY CONTROL
 JJ0864  ___________________________________________________________________
 JJ0864* NAD 83(1992)-  38 28 41.59138(N)    102 46 55.37305(W)     ADJUSTED  
 JJ0864* NAVD 88     -                                                        
 JJ0864  ___________________________________________________________________
 JJ0864  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 JJ0864  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 JJ0864
 JJ0864  HORZ ORDER  -  THIRD
 JJ0864
 JJ0864.The horizontal coordinates were established by classical geodetic methods
 JJ0864.and adjusted by the National Geodetic Survey in January 1993..
 JJ0864
 JJ0864
 JJ0864.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0864
 JJ0864.The geoid height was determined by GEOID03.
 JJ0864
 JJ0864;                    North         East     Units Scale Factor Converg.
 JJ0864;SPC CO S     -   509,311.648 1,151,536.225   MT  1.00000850   +1 40 01.7
 JJ0864;SPC CO S     - 1,670,966.63  3,777,998.43   sFT  1.00000850   +1 40 01.7
 JJ0864;UTM  13      - 4,261,207.317   693,469.934   MT  1.00006098   +1 22 49.7
 JJ0864
 JJ0864                          SUPERSEDED SURVEY CONTROL
 JJ0864
 JJ0864  NAD 83(1986)-  38 28 41.58788(N)    102 46 55.36585(W) AD(       ) 4
 JJ0864  NAD 27      -  38 28 41.56675(N)    102 46 53.66224(W) AD(       ) 3
 JJ0864
 JJ0864.Superseded values are not recommended for survey control.
 JJ0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0864.See file dsdata.txt to determine how the superseded data were derived.
 JJ0864
 JJ0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC9347061207(NAD 83)
 JJ0864_MARKER: 52 = STANDPIPE TANK
 JJ0864
 JJ0864  HISTORY     - Date     Condition        Report By
 JJ0864  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0864
 JJ0864                          STATION DESCRIPTION
 JJ0864
 JJ0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0864'THE STATION IS LOCATED IN THE SOUTH PART OF EADS, IN THE
 JJ0864'NORTHWEST ANGLE AT THE INTERSECTION OF THE MAIN STREET AND
 JJ0864'U.S. HIGHWAY 287.
 JJ0864'
 JJ0864'THE STANDPIPE IS CONSTRUCTED OF STEEL, AND IS ABOUT 50 FEET
 JJ0864'HIGH.  THE CENTER OF THE TOP OF THE STANDPIPE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0475 ***********************************************************************
 HL0475  DESIGNATION -  EAGLE
 HL0475  PID         -  HL0475
 HL0475  STATE/COUNTY-  CO/SAGUACHE
 HL0475  USGS QUAD   -  TWIN MOUNTAINS (1967)
 HL0475
 HL0475                         *CURRENT SURVEY CONTROL
 HL0475  ___________________________________________________________________
 HL0475* NAD 83(1992)-  37 48 56.66058(N)    106 24 25.62137(W)     ADJUSTED  
 HL0475* NAVD 88     -      3191.6    (meters)   10471.     (feet)  VERTCON   
 HL0475  ___________________________________________________________________
 HL0475  LAPLACE CORR-          -6.90  (seconds)                    DEFLEC99
 HL0475  GEOID HEIGHT-         -15.80  (meters)                     GEOID03
 HL0475
 HL0475  HORZ ORDER  -  FIRST
 HL0475
 HL0475.The horizontal coordinates were established by classical geodetic methods
 HL0475.and adjusted by the National Geodetic Survey in January 1993..
 HL0475
 HL0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0475
 HL0475.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0475
 HL0475.The geoid height was determined by GEOID03.
 HL0475
 HL0475;                    North         East     Units Scale Factor Converg.
 HL0475;SPC CO S     -   432,716.901   834,534.178   MT  0.99994545   -0 33 23.1
 HL0475;SPC CO S     - 1,419,672.03  2,737,967.55   sFT  0.99994545   -0 33 23.1
 HL0475;UTM  13      - 4,186,303.774   376,147.289   MT  0.99978893   -0 51 46.2
 HL0475
 HL0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0475!SPC CO S     -   0.99950192  x   0.99994545  =   0.99944739
 HL0475!UTM  13      -   0.99950192  x   0.99978893  =   0.99929095
 HL0475
 HL0475:                Primary Azimuth Mark                     Grid Az
 HL0475:SPC CO S     -  EAGLE AZ MK                              130 13 23.7
 HL0475:UTM  13      -  EAGLE AZ MK                              130 31 46.8
 HL0475
 HL0475|---------------------------------------------------------------------|
 HL0475| PID    Reference Object                     Distance      Geod. Az  |
 HL0475|                                                           dddmmss.s |
 HL0475| CM6375 EAGLE AZ MK                                        1294000.6 |
 HL0475| CM6376 EAGLE RM 1                            7.710 METERS 14442     |
 HL0475| CM6377 EAGLE RM 2                            8.610 METERS 33947     |
 HL0475|---------------------------------------------------------------------|
 HL0475
 HL0475                          SUPERSEDED SURVEY CONTROL
 HL0475
 HL0475  NAD 83(1986)-  37 48 56.65880(N)    106 24 25.62919(W) AD(       ) 1
 HL0475  NAD 27      -  37 48 56.65030(N)    106 24 23.50360(W) AD(       ) 1
 HL0475  NGVD 29 (07/19/86) 3190.0    (m)        10466.     (f) VERT ANG       
 HL0475
 HL0475.Superseded values are not recommended for survey control.
 HL0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0475.See file dsdata.txt to determine how the superseded data were derived.
 HL0475
 HL0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB7614786304(NAD 83)
 HL0475_MARKER: DS = TRIANGULATION STATION DISK
 HL0475_SETTING: 66 = SET IN ROCK OUTCROP
 HL0475
 HL0475  HISTORY     - Date     Condition        Report By
 HL0475  HISTORY     - 1958     MONUMENTED       CGS
 HL0475  HISTORY     - 1962     GOOD             USGS
 HL0475
 HL0475                          STATION DESCRIPTION
 HL0475
 HL0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 HL0475'STATION IS LOCATED ABOUT 9-1/2 MILES NORTH AND 2-3/4 MILES
 HL0475'WEST OF DEL NORTE, 4-3/4 MILES NORTH OF THE SAGUACHE-RIO
 HL0475'GRANDE COUNTY LINE AND ON THE HIGHEST POINT OF A TREE COVERED
 HL0475'HILL WHICH IS THE HIGHEST ONE OF SEVERAL IN THE IMMEDIATE
 HL0475'VICINITY.
 HL0475'
 HL0475'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 160 AND STATE
 HL0475'HIGHWAY 112 IN DEL NORTE, GO NORTHEAST ON HIGHWAY 112 FOR
 HL0475'3.05 MILES TO A SIDE ROAD LEFT AT SIGN LA GARITA.  TURN LEFT
 HL0475'AND GO NORTH FOR 0.5 MILE TO A CANAL BRIDGE.  CROSS BRIDGE
 HL0475'AND CONTINUE NORTHERLY FOR 5.45 MILES TO A SIDE ROAD LEFT AT
 HL0475'SIGN LAVENTANA.  TURN SHARP LEFT AND FOLLOW TRACK ROAD
 HL0475'SOUTHWESTERLY FOR 3.75 MILES TO A FORK.  TAKE LEFT FORK AND
 HL0475'CONTINUE SOUTHWEST FOR 0.1 MILE TO A FORK AT SIGN LAVENTANA
 HL0475'NATURAL ARCH 1 1/2.  TAKE LEFT FORK AND CONTINUE ON TRACK
 HL0475'ROAD SOUTHWEST FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 HL0475'RIGHT.  CONTINUE SOUTHWEST FOR 0.1 MILE TO A DIM TRACK ROAD
 HL0475'RIGHT.  TURN RIGHT AND FOLLOW TRACK ROAD NORTHWESTERLY
 HL0475'FOR 1.85 MILES TO THE END OF CONVENTIONAL TRUCK TRAVEL AT A LARGE
 HL0475'WASH.  CONTINUE, WITH UNIVERSAL JEEP ONLY, NORTHWESTERLY ON
 HL0475'DIM TRACK ROAD FOR 0.6 MILE TO END OF TRUCK TRAVEL AT THE
 HL0475'BASE OF A LARGE WASH RUNNING DOWN THE SOUTH SIDE OF THE
 HL0475'STATION HILL.  PACK NORTHERLY TOWARDS TWIN ROCKS PROJECTING
 HL0475'ABOUT 50 FEET.  PASS TO THE LEFT OF ROCKS AND CONTINUE
 HL0475'NORTH A SHORT WAY TO THE CREST OF THE RIDGE.  BEAR LEFT,
 HL0475'WEST, ALONG TOP OF RIDGE FOR A SHORT WAY TO THE HIGHEST PART
 HL0475'OF HILL AND STATION.  TOTAL PACKING TIME WITH A HEAVY
 HL0475'LOAD WAS ABOUT 1-1/4 HOURS.
 HL0475'
 HL0475'STATION MARK IS A STANDARD DISK, STAMPED EAGLE 1958.  IT IS
 HL0475'CEMENTED IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE
 HL0475'SURROUNDING SURFACE.
 HL0475'
 HL0475'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EAGLE NO 1 1958.
 HL0475'IT IS CEMENTED IN A DRILL HOLE IN A 1 X 2 FOOT BOULDER PROJECTING
 HL0475'ABOUT 2-1/2 FEET.  IT IS ABOUT 4 FEET LOWER THAN THE STATION
 HL0475'MARK.
 HL0475'
 HL0475'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EAGLE NO 2 1958.
 HL0475'IT IS CEMENTED IN A DRILL HOLE IN A 1 FOOT SQUARE BOULDER
 HL0475'PROJECTING ABOUT 3 INCHES.  IT IS ABOUT 5 FEET LOWER THAN THE
 HL0475'STATION MARK.
 HL0475'
 HL0475'AZIMUTH MARK IS A STANDARD DISK, STAMPED EAGLE 1958.  IT IS
 HL0475'SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING
 HL0475'6 INCHES AND 16 FEET NORTH OF THE TRACK ROAD CENTER.  A 4
 HL0475'IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET NORTH OF THE MARK.
 HL0475
 HL0475                          STATION RECOVERY (1962)
 HL0475
 HL0475'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 HL0475'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0672 ***********************************************************************
 KL0672  DESIGNATION -  EAGLE
 KL0672  PID         -  KL0672
 KL0672  STATE/COUNTY-  CO/EAGLE
 KL0672  USGS QUAD   -  CASTLE PEAK (1987)
 KL0672
 KL0672                         *CURRENT SURVEY CONTROL
 KL0672  ___________________________________________________________________
 KL0672* NAD 83(1992)-  39 46 32.45501(N)    106 51 24.82195(W)     ADJUSTED  
 KL0672* NAVD 88     -      3307.7    (meters)   10852.     (feet)  VERTCON   
 KL0672  ___________________________________________________________________
 KL0672  LAPLACE CORR-           4.05  (seconds)                    DEFLEC99
 KL0672  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 KL0672
 KL0672  HORZ ORDER  -  FIRST
 KL0672
 KL0672.The horizontal coordinates were established by classical geodetic methods
 KL0672.and adjusted by the National Geodetic Survey in January 1993..
 KL0672
 KL0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0672
 KL0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0672
 KL0672.The geoid height was determined by GEOID03.
 KL0672
 KL0672;                    North         East     Units Scale Factor Converg.
 KL0672;SPC CO C     -   521,291.617   798,156.793   MT  1.00000518   -0 51 20.8
 KL0672;SPC CO C     - 1,710,270.91  2,618,619.41   sFT  1.00000518   -0 51 20.8
 KL0672;UTM  13      - 4,404,509.593   340,973.455   MT  0.99991135   -1 11 17.7
 KL0672
 KL0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0672!SPC CO C     -   0.99948345  x   1.00000518  =   0.99948863
 KL0672!UTM  13      -   0.99948345  x   0.99991135  =   0.99939485
 KL0672
 KL0672|---------------------------------------------------------------------|
 KL0672| PID    Reference Object                     Distance      Geod. Az  |
 KL0672|                                                           dddmmss.s |
 KL0672| CM6373 EAGLE RM 1                            5.126 METERS 01013     |
 KL0672| KL0666 LOS ANGELES DENVER AWY BCN 76A      APPROX. 6.2 KM 1300836.2 |
 KL0672| KL0669 GYPSUM AIRPORT BEACON               APPROX.15.1 KM 1981016.3 |
 KL0672| CM6372 EAGLE AZ MK                                        2564456.6 |
 KL0672| CM6374 EAGLE RM 2                           12.256 METERS 26837     |
 KL0672|---------------------------------------------------------------------|
 KL0672
 KL0672                          SUPERSEDED SURVEY CONTROL
 KL0672
 KL0672  NAD 83(1986)-  39 46 32.45207(N)    106 51 24.81845(W) AD(       ) 1
 KL0672  NAD 27      -  39 46 32.49800(N)    106 51 22.67800(W) AD(       ) 1
 KL0672  NGVD 29 (10/17/91) 3306.1    (m)        10847.     (f) VERT ANG       
 KL0672
 KL0672.Superseded values are not recommended for survey control.
 KL0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0672.See file dsdata.txt to determine how the superseded data were derived.
 KL0672
 KL0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCE4097304510(NAD 83)
 KL0672_MARKER: DS = TRIANGULATION STATION DISK
 KL0672_SETTING: 80 = SET IN A BOULDER
 KL0672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0672+STABILITY: SURFACE MOTION
 KL0672
 KL0672  HISTORY     - Date     Condition        Report By
 KL0672  HISTORY     - 1953     MONUMENTED       CGS
 KL0672  HISTORY     - 1959     GOOD             AMS
 KL0672  HISTORY     - 1961     GOOD             USGS
 KL0672  HISTORY     - 1972     SEE DESCRIPTION  USGS
 KL0672  HISTORY     - 1972     SEE DESCRIPTION  USFS
 KL0672
 KL0672                          STATION DESCRIPTION
 KL0672
 KL0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KL0672'THE STATION IS LOCATED ABOUT 13 MILES NORTHEAST OF THE JUNCTION
 KL0672'OF THE COLORADO AND THE EAGLE RIVERS, 8 MILES NORTH OF EAGLE,
 KL0672'4-1/4 MILES SOUTHEAST OF THE COLORADO RIVER, 1 MILE WEST-NORTHWEST
 KL0672'OF THE OLD FOREST SERVICE LOOKOUT TOWER ON CASTLE PEAK AND AT
 KL0672'THE HIGHEST POINT OF A HIGH KNOLL AT THE WEST END OF A LONG RIDGE
 KL0672'WHICH IS COVERED WITH TIMBER ON THE NORTH SLOPE.  THE MARK IS
 KL0672'SET FLUSH IN A 1 BY 1.5 FOOT BOULDER WHICH PROJECTS 1 INCH AND
 KL0672'IS STAMPED EAGLE 1953.
 KL0672'
 KL0672'REFERENCE MARK NO. 1 IS 2.5 FEET BELOW THE LEVEL OF THE STATION.
 KL0672'THE MARK IS SET FLUSH IN THE SOUTHEAST EDGE OF A 5 BY 10 FOOT
 KL0672'BOULDER WHICH PROJECTS 2.5 FEET AND IS STAMPED EAGLE NO 1 1953.
 KL0672'
 KL0672'REFERENCE MARK NO. 2 IS 2 FEET BELOW THE LEVEL OF THE STATION.
 KL0672'THE MARK IS SET FLUSH IN THE NORTHEAST EDGE OF A 1.5 BY 1.5 FOOT
 KL0672'BOULDER WHICH PROJECTS 2 FEET AND IS STAMPED EAGLE NO 2 1953.
 KL0672'
 KL0672'THE DISTANCE BETWEEN REFERENCE MARKS IS 46.6 FEET.
 KL0672'
 KL0672'THE AZIMUTH MARK IS 23.5 FEET SOUTHWEST OF A FENCE CORNER, 22
 KL0672'FEET EAST OF THE CENTER OF A ROAD AND 9 FEET WEST OF A NORTH-SOUTH
 KL0672'FENCE LINE.  THE MARK IS SET FLUSH IN A 3 BY 4 FOOT BOULDER WHICH
 KL0672'PROJECTS 2 FEET AND IS STAMPED EAGLE 1953.
 KL0672'
 KL0672'TO REACH THE STATION FROM THE DEPOT IN EAGLE, GO EAST ON U.S.
 KL0672'HIGHWAYS 6 AND 24 FOR 0.35 MILES TO A T-ROAD LEFT.  TURN LEFT
 KL0672'AND GO NORTH, CROSSING A BRIDGE, FOR 0.1 MILE TO A FORK, TAKE
 KL0672'THE LEFT FORK AND GO NORTHWEST FOR 0.15 MILE TO A FORK, TAKE
 KL0672'THE LEFT FORK AND GO NORTHWEST FOR 0.15 MILE TO A FORK.  KEEP
 KL0672'THE RIGHT FORK AND GO NORTHERLY ON A GRADED ROAD FOR 6.3 MILES
 KL0672'TO A FORK AND TWO WHITE BUILDINGS STRAIGHT AHEAD.  TAKE THE
 KL0672'LEFT FORK AND GO NORTHWEST FOR 0.1 MILE TO A BOARD GATE, PASS
 KL0672'THROUGH THE GATE AND GO NORTHERLY FOR 0.25 MILE TO A BOARD
 KL0672'GATE.  PASS THROUGH THE GATE AND GO NORTHERLY FOR 0.95 MILE TO A
 KL0672'WIRE GATE, PASS THROUGH THE GATE AND GO NORTHERLY FOR 0.35
 KL0672'MILE TO A FORK, TAKE THE RIGHT FORK AND GO NORTHEAST FOR 0.1
 KL0672'MILE TO A BOARD GATE.  PASS THROUGH THE GATE AND GO
 KL0672'NORTHERLY FOR 0.9 MILE TO A WIRE GATE, PASS THROUGH THE GATE
 KL0672'AND GO NORTH FOR 0.1 MILE TO A FENCE CORNER AND THE AZIMUTH
 KL0672'MARK AS DESCRIBED.  CONTINUE NORTHERLY FOR 1.1 MILES TO A
 KL0672'TRACK ROAD RIGHT, ABOUT 100 YARDS BEFORE REACHING A WIRE
 KL0672'GATE.  TURN RIGHT AND FOLLOW A TRACK ROAD EASTERLY FOR 2.0
 KL0672'MILES TO A TRACK ROAD RIGHT, ABOUT 100 YARDS BEFORE REACHING A
 KL0672'WIRE GATE, TURN RIGHT AND FOLLOW A DIM TRACK ROAD SOUTHEAST
 KL0672'FOR 0.1 MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND GO
 KL0672'SOUTHEAST ACROSS A PASTURE FOR 0.2 MILE TO THE WEST SLOPE OF A
 KL0672'HIGH KNOLL AND THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK
 KL0672'EASTERLY UP TO THE TOP OF THE KNOLL AND THE STATION AS
 KL0672'DESCRIBED.  THIS IS ABOUT A 15 MINUTE PACK.
 KL0672
 KL0672                          STATION RECOVERY (1959)
 KL0672
 KL0672'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1959
 KL0672'STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED AS
 KL0672'DESCRIBED.
 KL0672
 KL0672                          STATION RECOVERY (1961)
 KL0672
 KL0672'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KL0672'STATION MARK--STANDARD USC AND GS DISK SET FLUSH IN 1.5 FT. BOULDER,
 KL0672'WHICH PROJECTS 1 IN., STAMPED---EAGLE 1953---.
 KL0672
 KL0672                          STATION RECOVERY (1972)
 KL0672
 KL0672'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (WAK)
 KL0672'A SMALL BUILDING HAS BEEN ERECTED AT THE SITE OF THE STATION
 KL0672'MARK COVERING IT.  THE REFERENCE MARKS ARE IN GOOD SHAPE.
 KL0672
 KL0672                          STATION RECOVERY (1972)
 KL0672
 KL0672'RECOVERY NOTE BY US FOREST SERVICE 1972 (MER)
 KL0672'CEMENT BLOCK BUILDING (RADIO RELAY) BUILT OVER STATION.
 KL0672'
 KL0672'REFERENCE MARKS FOUND UNDISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0563 ***********************************************************************
 HM0563  DESIGNATION -  EAGLE
 HM0563  PID         -  HM0563
 HM0563  STATE/COUNTY-  CO/DOLORES
 HM0563  USGS QUAD   -  RICO (1975)
 HM0563
 HM0563                         *CURRENT SURVEY CONTROL
 HM0563  ___________________________________________________________________
 HM0563* NAD 83(1992)-  37 42 22.52082(N)    108 06 06.64695(W)     ADJUSTED  
 HM0563* NAVD 88     -      3692.6    (meters)   12115.     (feet)  VERTCON   
 HM0563  ___________________________________________________________________
 HM0563  LAPLACE CORR-           8.69  (seconds)                    DEFLEC99
 HM0563  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 HM0563
 HM0563  HORZ ORDER  -  THIRD
 HM0563
 HM0563.The horizontal coordinates were established by classical geodetic methods
 HM0563.and adjusted by the National Geodetic Survey in January 1993..
 HM0563
 HM0563.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0563
 HM0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 HM0563
 HM0563.The geoid height was determined by GEOID03.
 HM0563
 HM0563;                    North         East     Units Scale Factor Converg.
 HM0563;SPC CO S     -   423,372.953   685,008.352   MT  0.99994788   -1 35 45.3
 HM0563;SPC CO S     - 1,389,016.10  2,247,398.23   sFT  0.99994788   -1 35 45.3
 HM0563;UTM  12      - 4,177,178.234   755,489.431   MT  1.00040408   +1 46 24.6
 HM0563
 HM0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0563!SPC CO S     -   0.99942354  x   0.99994788  =   0.99937145
 HM0563!UTM  12      -   0.99942354  x   1.00040408  =   0.99982738
 HM0563
 HM0563                          SUPERSEDED SURVEY CONTROL
 HM0563
 HM0563  NAD 83(1986)-  37 42 22.52025(N)    108 06 06.64346(W) AD(       ) 3
 HM0563  NGVD 29 (11/25/91) 3690.9    (m)        12109.     (f) VERT ANG       
 HM0563
 HM0563.Superseded values are not recommended for survey control.
 HM0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0563.See file dsdata.txt to determine how the superseded data were derived.
 HM0563
 HM0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG5548977178(NAD 83)
 HM0563_MARKER: DD = SURVEY DISK
 HM0563_SETTING: 0 = UNSPECIFIED SETTING
 HM0563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0563
 HM0563  HISTORY     - Date     Condition        Report By
 HM0563  HISTORY     - 1957     MONUMENTED       USGS
 HM0563
 HM0563                          STATION DESCRIPTION
 HM0563
 HM0563'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 HM0563'STATION IS IN APPROXIMATELY THE SAME POSITION AS OLD ABANDONED
 HM0563'USGS STATION --EAGLE PEAK--, A LARGE ROCK MONUMENT, AS DESCRIBED
 HM0563'BY T. M. BANNON, 1894.
 HM0563'
 HM0563'STATION IS LOCATED ABOUT 4.0 MI. (AIRLINE) WNW. OF RICO, COLORADO,
 HM0563'ON THE HIGHEST POINT OF EAGLE PEAK, ABOUT 1.3 MI. NW. OF ANCHOR MTN.
 HM0563'STATION REACHED VIA HELICOPTER.
 HM0563'
 HM0563'STATION MARK--A STANDARD USGS TABLET STAMPED---EAGLE 1957--- AND
 HM0563'SET IN TOP OF A PLANTED STONE PROJECTING 0.2 FT. ABOVE GROUND.
 HM0563'
 HM0563'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0593 ***********************************************************************
 HL0593  DESIGNATION -  EAGLE PEAK
 HL0593  PID         -  HL0593
 HL0593  STATE/COUNTY-  CO/MINERAL
 HL0593  USGS QUAD   -  PAGOSA PEAK (1964)
 HL0593
 HL0593                         *CURRENT SURVEY CONTROL
 HL0593  ___________________________________________________________________
 HL0593* NAD 83(1992)-  37 26 00.91216(N)    107 00 33.62197(W)     ADJUSTED  
 HL0593* NAVD 88     -      3702.4    (meters)   12147.     (feet)  VERTCON   
 HL0593  ___________________________________________________________________
 HL0593  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 HL0593  GEOID HEIGHT-         -16.26  (meters)                     GEOID03
 HL0593
 HL0593  HORZ ORDER  -  THIRD
 HL0593
 HL0593.The horizontal coordinates were established by classical geodetic methods
 HL0593.and adjusted by the National Geodetic Survey in January 1993..
 HL0593
 HL0593.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0593
 HL0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0593
 HL0593.The geoid height was determined by GEOID03.
 HL0593
 HL0593;                    North         East     Units Scale Factor Converg.
 HL0593;SPC CO S     -   390,995.364   780,829.564   MT  0.99996969   -0 55 32.9
 HL0593;SPC CO S     - 1,282,790.62  2,561,771.66   sFT  0.99996969   -0 55 32.9
 HL0593;UTM  13      - 4,144,868.526   322,227.552   MT  0.99998929   -1 13 18.0
 HL0593
 HL0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0593!SPC CO S     -   0.99942189  x   0.99996969  =   0.99939160
 HL0593!UTM  13      -   0.99942189  x   0.99998929  =   0.99941119
 HL0593
 HL0593:                Primary Azimuth Mark                     Grid Az
 HL0593:SPC CO S     -  JACKSON                                  166 41 01.2
 HL0593:UTM  13      -  JACKSON                                  166 58 46.3
 HL0593
 HL0593|---------------------------------------------------------------------|
 HL0593| PID    Reference Object                     Distance      Geod. Az  |
 HL0593|                                                           dddmmss.s |
 HL0593| HL0534 JACKSON                             APPROX.10.3 KM 1654528.3 |
 HL0593|---------------------------------------------------------------------|
 HL0593
 HL0593                          SUPERSEDED SURVEY CONTROL
 HL0593
 HL0593  NAD 83(1986)-  37 26 00.91125(N)    107 00 33.62596(W) AD(       ) 3
 HL0593  NAD 27      -  37 26 00.89905(N)    107 00 31.48003(W) AD(       ) 3
 HL0593  NGVD 29 (07/19/86) 3700.7    (m)        12141.     (f) VERT ANG       
 HL0593
 HL0593.Superseded values are not recommended for survey control.
 HL0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0593.See file dsdata.txt to determine how the superseded data were derived.
 HL0593
 HL0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB2222844869(NAD 83)
 HL0593_MARKER: Z = SEE DESCRIPTION
 HL0593_SETTING: 0 = UNSPECIFIED SETTING
 HL0593
 HL0593  HISTORY     - Date     Condition        Report By
 HL0593  HISTORY     - 1946     MONUMENTED       USGS
 HL0593  HISTORY     - 1954     MARK NOT FOUND   USGS
 HL0593
 HL0593                          STATION DESCRIPTION
 HL0593
 HL0593'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 HL0593'STATION SEARCHED FOR IN 1954 BY THE USGS BUT NOT FOUND.
 HL0593'
 HL0593'STATION MARK--A 5 FT. ROCK CAIRN, IN CENTER OF WHICH IS A BRASS
 HL0593'PLUG DRIVEN BELOW ROCKS.
 HL0593'
 HL0593'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0592 ***********************************************************************
 HL0592  DESIGNATION -  EAGLE PEAK 2
 HL0592  PID         -  HL0592
 HL0592  STATE/COUNTY-  CO/MINERAL
 HL0592  USGS QUAD   -  PAGOSA PEAK (1964)
 HL0592
 HL0592                         *CURRENT SURVEY CONTROL
 HL0592  ___________________________________________________________________
 HL0592* NAD 83(1992)-  37 26 00.89793(N)    107 00 33.61981(W)     ADJUSTED  
 HL0592* NAVD 88     -      3701.5    (meters)   12144.     (feet)  VERTCON   
 HL0592  ___________________________________________________________________
 HL0592  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 HL0592  GEOID HEIGHT-         -16.26  (meters)                     GEOID03
 HL0592
 HL0592  HORZ ORDER  -  THIRD
 HL0592
 HL0592.The horizontal coordinates were established by classical geodetic methods
 HL0592.and adjusted by the National Geodetic Survey in January 1993..
 HL0592
 HL0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0592
 HL0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0592
 HL0592.The geoid height was determined by GEOID03.
 HL0592
 HL0592;                    North         East     Units Scale Factor Converg.
 HL0592;SPC CO S     -   390,994.925   780,829.610   MT  0.99996969   -0 55 32.9
 HL0592;SPC CO S     - 1,282,789.18  2,561,771.81   sFT  0.99996969   -0 55 32.9
 HL0592;UTM  13      - 4,144,868.086   322,227.596   MT  0.99998929   -1 13 18.0
 HL0592
 HL0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0592!SPC CO S     -   0.99942204  x   0.99996969  =   0.99939174
 HL0592!UTM  13      -   0.99942204  x   0.99998929  =   0.99941133
 HL0592
 HL0592:                Primary Azimuth Mark                     Grid Az
 HL0592:SPC CO S     -  SHEEP                                    062 24 34.4
 HL0592:UTM  13      -  SHEEP                                    062 42 19.5
 HL0592
 HL0592|---------------------------------------------------------------------|
 HL0592| PID    Reference Object                     Distance      Geod. Az  |
 HL0592|                                                           dddmmss.s |
 HL0592| HL0540 SHEEP                               APPROX.10.8 KM 0612901.5 |
 HL0592|---------------------------------------------------------------------|
 HL0592
 HL0592                          SUPERSEDED SURVEY CONTROL
 HL0592
 HL0592  NAD 83(1986)-  37 26 00.89646(N)    107 00 33.62343(W) AD(       ) 3
 HL0592  NAD 27      -  37 26 00.87749(N)    107 00 31.45430(W) AD(       ) 3
 HL0592  NGVD 29 (07/19/86) 3699.8    (m)        12138.     (f) VERT ANG       
 HL0592
 HL0592.Superseded values are not recommended for survey control.
 HL0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0592.See file dsdata.txt to determine how the superseded data were derived.
 HL0592
 HL0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB2222844868(NAD 83)
 HL0592_MARKER: DD = SURVEY DISK
 HL0592_SETTING: 80 = SET IN A BOULDER
 HL0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0592+STABILITY: SURFACE MOTION
 HL0592
 HL0592  HISTORY     - Date     Condition        Report By
 HL0592  HISTORY     - 1954     MONUMENTED       USGS
 HL0592
 HL0592                          STATION DESCRIPTION
 HL0592
 HL0592'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 HL0592'THE STATION IS LOCATED ON A HIGH ROCKY PEAK, APPROXIMATELY 12 MI.
 HL0592'AIRLINE N. OF PAGOSA SPRINGS, APPROXIMATELY 3 MI. AIRLINE S. OF
 HL0592'TURKEY CREEK LAKE, AND APPROXIMATELY 3 MI. AIRLINE SE. OF FOURMILE
 HL0592'LAKES.
 HL0592'
 HL0592'TO REACH FROM PAGOSA SPRINGS POST OFFICE, GO E. ON MAIN STREET FOR
 HL0592'0.4 MI., THENCE LEFT (N.) AT RANGER STATION ON A DIRT RD. FORK 3.3
 HL0592'MI. TO RD. FORK, THENCE LEFT FOR 2.1 MI. TO RD. FORK, THENCE RIGHT
 HL0592'FOR 3.3 MI. TO A POLE CORRAL AND END OF TRUCK TRAVEL.  FROM THIS
 HL0592'POINT TAKE PACK ANIMALS AND GO NE. FOR APPROXIMATELY 1.0 MI. TO
 HL0592'TURKEY CREEK TRAIL.  FOLLOW TURKEY CREEK TRAIL N. FOR APPROXIMATELY
 HL0592'10.0 MI. TO TURKEY CREEK LAKE.  FROM LAKE FOLLOW SHEEP TRAIL S. ALONG
 HL0592'RIDGE FOR APPROXIMATELY 3.0 MI. TO PINNACLE PEAK AND END OF ANIMAL
 HL0592'TRAVEL.  BACK PACK AROUND THE E. SIDE OF PINNACLE PEAK TO SADDLE,
 HL0592'THENCE S. ALONG RIDGE TO TOP OF MOUNTAIN AND STATION.  ABOUT A 45
 HL0592'MINUTE PACK.
 HL0592'
 HL0592'STATION MARK--STANDARD TRIANGULATION TABLET, STAMPED ---EAGLE PEAK
 HL0592'NO. 2 1954---, CEMENTED IN A BOULDER FLUSH WITH THE GROUND.
 HL0592'
 HL0592'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1995 ***********************************************************************
 KK1995  DESIGNATION -  EAGLE ROCK
 KK1995  PID         -  KK1995
 KK1995  STATE/COUNTY-  CO/PARK
 KK1995  USGS QUAD   -  EAGLE ROCK (1994)
 KK1995
 KK1995                         *CURRENT SURVEY CONTROL
 KK1995  ___________________________________________________________________
 KK1995* NAD 83(1992)-  39 13 27.41751(N)    105 39 50.48878(W)     ADJUSTED  
 KK1995* NAVD 88     -      2950.3    (meters)    9679.     (feet)  VERTCON   
 KK1995  ___________________________________________________________________
 KK1995  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 KK1995  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 KK1995
 KK1995  HORZ ORDER  -  SECOND
 KK1995
 KK1995.The horizontal coordinates were established by classical geodetic methods
 KK1995.and adjusted by the National Geodetic Survey in January 1993..
 KK1995
 KK1995.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1995
 KK1995.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1995
 KK1995.The geoid height was determined by GEOID03.
 KK1995
 KK1995;                    North         East     Units Scale Factor Converg.
 KK1995;SPC CO C     -   459,219.334   900,238.812   MT  0.99993822   -0 06 12.4
 KK1995;SPC CO C     - 1,506,622.10  2,953,533.50   sFT  0.99993822   -0 06 12.4
 KK1995;UTM  13      - 4,341,875.984   442,682.648   MT  0.99964045   -0 25 11.7
 KK1995
 KK1995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1995!SPC CO C     -   0.99953939  x   0.99993822  =   0.99947764
 KK1995!UTM  13      -   0.99953939  x   0.99964045  =   0.99918001
 KK1995
 KK1995|---------------------------------------------------------------------|
 KK1995| PID    Reference Object                     Distance      Geod. Az  |
 KK1995|                                                           dddmmss.s |
 KK1995| CP7059 EAGLE ROCK RM 1                       6.732 METERS 01351     |
 KK1995| CP7060 EAGLE ROCK RM 2                      11.433 METERS 10051     |
 KK1995| CP7058 EAGLE ROCK AZ MK                                   1512222.2 |
 KK1995|---------------------------------------------------------------------|
 KK1995
 KK1995                          SUPERSEDED SURVEY CONTROL
 KK1995
 KK1995  NAD 83(1986)-  39 13 27.41142(N)    105 39 50.49269(W) AD(       ) 2
 KK1995  NAD 27      -  39 13 27.45600(N)    105 39 48.46800(W) AD(       ) 2
 KK1995  NGVD 29 (07/19/86) 2948.9    (m)         9675.     (f) VERT ANG       
 KK1995
 KK1995.Superseded values are not recommended for survey control.
 KK1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1995.See file dsdata.txt to determine how the superseded data were derived.
 KK1995
 KK1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD4268341876(NAD 83)
 KK1995_MARKER: DS = TRIANGULATION STATION DISK
 KK1995_SETTING: 66 = SET IN ROCK OUTCROP
 KK1995_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KK1995_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1995+STABILITY: POSITION/ELEVATION WELL
 KK1995
 KK1995  HISTORY     - Date     Condition        Report By
 KK1995  HISTORY     - 1953     MONUMENTED       CGS
 KK1995  HISTORY     - 1954     GOOD             USGS
 KK1995
 KK1995                          STATION DESCRIPTION
 KK1995
 KK1995'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KK1995'THE STATION IS LOCATED ABOUT 17 MILES SOUTH-SOUTHWEST OF
 KK1995'BAILEY, 14 MILES EAST-SOUTHEAST OF COMO, 13 MILES SOUTH-SOUTHEAST
 KK1995'OF JEFFERSON, 12 MILES WEST-NORTHWEST OF TARRYALL, 3 MILES
 KK1995'EAST OF THE TARRYALL RESERVOIR AND ON THE MOST NORTHERN OF
 KK1995'TWO LARGE ROCK BLUFFS LOCALLY KNOWN AS EAGLE ROCK.  IT IS
 KK1995'ABOUT 200 YARDS NORTH OF THE HIGHEST POINT OF THE HILL, 30 FEET
 KK1995'SOUTH OF WHERE THE HILL BREAKS SHARP TO THE NORTH AND 27
 KK1995'FEET NORTHEAST OF A 5 FOOT CAIRN.  THE MARK IS SET FLUSH
 KK1995'IN BEDROCK AND IS STAMPED EAGLE ROCK 1953.
 KK1995'
 KK1995'REFERENCE MARK NO. 1 IS ON THE NORTH SLOPE OF THE HILL AND
 KK1995'ABOUT 6 FEET NORTH OF WHERE THE HILL BREAKS SHARP TO THE
 KK1995'NORTH.  IT IS 4 FEET BELOW THE LEVEL OF THE STATION.  THE
 KK1995'MARK IS SET FLUSH IN BEDROCK AND STAMPED EAGLE ROCK NO 1 1953.
 KK1995'
 KK1995'REFERENCE MARK NO. 2 IS ON THE EAST SLOPE OF THE HILL AND
 KK1995'8 FEET BELOW THE LEVEL OF THE STATION.  THE MARK IS SET FLUSH
 KK1995'IN BEDROCK AND STAMPED EAGLE ROCK NO 2 1953.
 KK1995'
 KK1995'THE AZIMUTH MARK IS 50 FEET EAST OF A CATTLE GUARD WHICH
 KK1995'IS JUST NORTH OF A RANCH HOUSE, 42 FEET SOUTHEAST OF THE
 KK1995'CENTER OF A GRADED ROAD AND 22 FEET NORTH OF A FENCE LINE.
 KK1995'IT IS SET FLUSH IN A BOULDER WHICH IS ABOUT 3 FEET IN DIAMETER
 KK1995'AND PROJECTS 3 INCHES.  THE MARK IS STAMPED EAGLE ROCK 1953.
 KK1995'
 KK1995'TO REACH THE STATION FROM THE POST OFFICE IN LAKE GEORGE,
 KK1995'GO WEST ON U.S. HIGHWAY 24 FOR 1.2 MILES TO STATE HIGHWAY 77.
 KK1995'TURN RIGHT AND FOLLOW STATE HIGHWAY 77 NORTHWESTERLY FOR
 KK1995'24.4 MILES TO A FORK, JUST BEFORE REACHING THE TARRYALL
 KK1995'RESERVOIR, TAKE THE LEFT FORK AND GO WESTERLY FOR 0.9 MILE TO
 KK1995'A FORK.  TAKE THE LEFT FORK WESTERLY FOR 0.7 MILE TO A
 KK1995'T-INTERSECTION, TURN RIGHT AND GO WESTERLY FOR 1.4 MILES TO
 KK1995'A FORK, TAKE THE RIGHT FORK AND GO SOUTHWESTERLY FOR 1.2 MILES
 KK1995'TO A POLE BRIDGE.  CONTINUE WESTERLY FOR 0.1 MILE TO A FORK,
 KK1995'TAKE THE LEFT FORK SOUTHWESTERLY FOR 0.3 MILE TO A CATTLE
 KK1995'GUARD AND THE AZIMUTH MARK AS DESCRIBED.  TURN SHARP RIGHT
 KK1995'AND GO NORTHWEST FOR 0.05 MILE TO AN OPENING THROUGH A
 KK1995'POLE FENCE, PASS THROUGH FENCE AND GO WESTERLY FOR 0.5
 KK1995'MILE TO THE WEST SIDE OF A HILL AND A DIM TRACK ROAD LEADING
 KK1995'NORTHERLY, TURN RIGHT AND GO NORTHERLY FOR 0.3 MILE TO THE
 KK1995'WEST SIDE OF THE HILL AND THE END OF TRUCK TRAVEL.  PACK
 KK1995'NORTHEAST UP THE HILL THROUGH A SADDLE WHICH IS JUST NORTH
 KK1995'OF THE HIGHEST POINT OF THE HILL TO A CAIRN WHICH IS ON
 KK1995'THE NORTH POINT OF THE HILL AND THE STATION AS DESCRIBED.
 KK1995'THIS IS ABOUT A 20 MINUTE PACK.
 KK1995
 KK1995                          STATION RECOVERY (1954)
 KK1995
 KK1995'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 KK1995'STATION MARK--STANDARD DISK, SET FLUSH IN BEDROCK, STAMPED ---EAGLE
 KK1995'ROCK 1953---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0294 ***********************************************************************
 HJ0294  DESIGNATION -  EARL
 HJ0294  PID         -  HJ0294
 HJ0294  STATE/COUNTY-  CO/BACA
 HJ0294  USGS QUAD   -  TWO BUTTES SE (1971)
 HJ0294
 HJ0294                         *CURRENT SURVEY CONTROL
 HJ0294  ___________________________________________________________________
 HJ0294* NAD 83(1992)-  37 33 27.13284(N)    102 19 41.32237(W)     ADJUSTED  
 HJ0294* NAVD 88     -      1229.     (meters)    4032.     (feet)  SCALED    
 HJ0294  ___________________________________________________________________
 HJ0294  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 HJ0294  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 HJ0294
 HJ0294  HORZ ORDER  -  SECOND
 HJ0294
 HJ0294.The horizontal coordinates were established by classical geodetic methods
 HJ0294.and adjusted by the National Geodetic Survey in November 1994..
 HJ0294
 HJ0294.The orthometric height was scaled from a topographic map.
 HJ0294
 HJ0294.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0294
 HJ0294.The geoid height was determined by GEOID03.
 HJ0294
 HJ0294;                    North         East     Units Scale Factor Converg.
 HJ0294;SPC CO S     -   408,430.116 1,194,593.252   MT  0.99995699   +1 56 44.0
 HJ0294;SPC CO S     - 1,339,991.14  3,919,261.36   sFT  0.99995699   +1 56 44.0
 HJ0294;UTM  13      - 4,160,080.328   736,006.301   MT  1.00028613   +1 37 45.8
 HJ0294
 HJ0294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0294!SPC CO S     -   0.99981095  x   0.99995699  =   0.99976795
 HJ0294!UTM  13      -   0.99981095  x   1.00028613  =   1.00009703
 HJ0294
 HJ0294:                Primary Azimuth Mark                     Grid Az
 HJ0294:SPC CO S     -  EARL AZ MK                               088 44 34.2
 HJ0294:UTM  13      -  EARL AZ MK                               089 03 32.4
 HJ0294
 HJ0294|---------------------------------------------------------------------|
 HJ0294| PID    Reference Object                     Distance      Geod. Az  |
 HJ0294|                                                           dddmmss.s |
 HJ0294| CM8002 EARL AZ MK                                         0904118.2 |
 HJ0294| HJ0315 WALSH MUNICIPAL TANK                APPROX.19.4 KM 1670337.4 |
 HJ0294| HJ0314 WALSH HIGH PLAINS GRAIN ELEV        APPROX.19.2 KM 1674650.9 |
 HJ0294| CM8003 EARL RM 1                             6.693 METERS 17724     |
 HJ0294| CM8004 EARL RM 2                            21.918 METERS 23151     |
 HJ0294|---------------------------------------------------------------------|
 HJ0294
 HJ0294                          SUPERSEDED SURVEY CONTROL
 HJ0294
 HJ0294  NAD 83(1992)-  37 33 27.13345(N)    102 19 41.31984(W) AD(       ) 2
 HJ0294  NAD 83(1986)-  37 33 27.13355(N)    102 19 41.31223(W) AD(       ) 2
 HJ0294  NAD 27      -  37 33 27.08703(N)    102 19 39.63882(W) AD(       ) 2
 HJ0294
 HJ0294.Superseded values are not recommended for survey control.
 HJ0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0294.See file dsdata.txt to determine how the superseded data were derived.
 HJ0294
 HJ0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB3600660080(NAD 83)
 HJ0294_MARKER: DS = TRIANGULATION STATION DISK
 HJ0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0294
 HJ0294  HISTORY     - Date     Condition        Report By
 HJ0294  HISTORY     - 1953     MONUMENTED       CGS
 HJ0294
 HJ0294                          STATION DESCRIPTION
 HJ0294
 HJ0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HJ0294'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF A CULTIVATED
 HJ0294'FIELD ALONG THE NORTH SIDE OF STATE HIGHWAY 116, 3.5 MILES
 HJ0294'AIRLINE EAST OF TWO BUTTES, 12 MILES AIRLINE NORTH OF WALSH,
 HJ0294'AND 11 MILES AIRLINE WEST OF BUCKEYE.
 HJ0294'
 HJ0294'TO REACH FROM THE POST OFFICE IN TWO BUTTES, GO SOUTH ON A DIRT
 HJ0294'ROAD FOR 0.3 MILE TO STATE HIGHWAY 116.  GO LEFT, EAST, ON
 HJ0294'STATE HIGHWAY 116 FOR 3.8 MILES TO THE STATION ON THE LEFT.
 HJ0294'
 HJ0294'THE STATION MARK IS A STANDARD DISK, STAMPED EARL 1953 SET IN
 HJ0294'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 HJ0294'4 INCHES.  IT IS 89.6 FEET NORTH OF THE CENTERLINE OF STATE
 HJ0294'HIGHWAY 116, 19.0 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH
 HJ0294'DIRT ROAD, 72 FEET NORTHEAST OF TELEPHONE POLE 85, AND 5.8 FEET
 HJ0294'NORTH OF A WHITE WITNESS POST.
 HJ0294'
 HJ0294'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EARL NO 1 1953
 HJ0294'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 HJ0294'4 INCHES.  IT IS 20 FEET EAST OF THE CENTERLINE OF THE NORTH-SOUTH
 HJ0294'DIRT ROAD, 16 FEET SOUTH OF THE WITNESS POST, AND AT THE SAME
 HJ0294'ELEVATION AS THE STATION.
 HJ0294'
 HJ0294'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EARL NO 2 1953
 HJ0294'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 HJ0294'PROJECTS 4 INCHES.  IT IS 42 FEET NORTH OF THE CENTERLINE OF STATE
 HJ0294'HIGHWAY 116, 3 FEET WEST OF TELEPHONE POLE 85, AND ABOUT 2
 HJ0294'FEET HIGHER THAN THE STATION.
 HJ0294'
 HJ0294'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED EARL 1953 SET IN
 HJ0294'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 HJ0294'4 INCHES.  IT IS LOCATED IN THE SOUTH EDGE OF THE SAME FIELD
 HJ0294'THE STATION IS IN.  51 FEET NORTH OF THE CENTERLINE OF STATE
 HJ0294'HIGHWAY 116, AND 18 INCHES WEST OF TELEPHONE POLE 5.
 HJ0294'
 HJ0294'TO REACH FROM THE STATION, GO EAST ON STATE HIGHWAY 116 FOR 0.5
 HJ0294'MILE TO TELEPHONE POLE 5, AND THE AZIMUTH MARK ON THE LEFT.
 HJ0294'
 HJ0294'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9853 ***********************************************************************
 AG9853  DESIGNATION -  EARLY
 AG9853  PID         -  AG9853
 AG9853  STATE/COUNTY-  CO/MORGAN
 AG9853  USGS QUAD   -  DEAD HORSE SPRINGS (1984)
 AG9853
 AG9853                         *CURRENT SURVEY CONTROL
 AG9853  ___________________________________________________________________
 AG9853* NAD 83(1992)-  40 29 03.10175(N)    103 42 50.03968(W)     ADJUSTED  
 AG9853* NAVD 88     -      1402.5    (meters)    4601.     (feet)  GPS OBS   
 AG9853  ___________________________________________________________________
 AG9853  X           -  -1,151,948.126 (meters)                     COMP
 AG9853  Y           -  -4,720,503.900 (meters)                     COMP
 AG9853  Z           -   4,119,923.239 (meters)                     COMP
 AG9853  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 AG9853  ELLIP HEIGHT-        1383.26  (meters)          (12/03/02) GPS OBS
 AG9853  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 AG9853
 AG9853  HORZ ORDER  -  FIRST
 AG9853  ELLP ORDER  -  FOURTH    CLASS II
 AG9853
 AG9853.The horizontal coordinates were established by GPS observations
 AG9853.and adjusted by the National Geodetic Survey in August 1998..
 AG9853
 AG9853.The orthometric height was determined by GPS observations and a
 AG9853.high-resolution geoid model.
 AG9853
 AG9853.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9853
 AG9853.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9853
 AG9853.The ellipsoidal height was determined by GPS observations
 AG9853.and is referenced to NAD 83.
 AG9853
 AG9853.The geoid height was determined by GEOID03.
 AG9853
 AG9853;                    North         East     Units Scale Factor Converg.
 AG9853;SPC CO N     -   434,108.022 1,065,825.544   MT  0.99996513   +1 09 14.6
 AG9853;SPC CO N     - 1,424,236.07  3,496,795.97   sFT  0.99996513   +1 09 14.6
 AG9853;UTM  13      - 4,482,294.712   609,003.248   MT  0.99974625   +0 50 06.2
 AG9853
 AG9853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9853!SPC CO N     -   0.99978306  x   0.99996513  =   0.99974819
 AG9853!UTM  13      -   0.99978306  x   0.99974625  =   0.99952936
 AG9853
 AG9853                          SUPERSEDED SURVEY CONTROL
 AG9853
 AG9853  ELLIP H (08/11/98) 1383.27   (m)                       GP(       ) 4 1
 AG9853
 AG9853.Superseded values are not recommended for survey control.
 AG9853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9853.See file dsdata.txt to determine how the superseded data were derived.
 AG9853
 AG9853_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE0900382295(NAD 83)
 AG9853_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9853_STAMPING: EARLY 1997
 AG9853_MARK LOGO: NGS   
 AG9853_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9853+STABILITY: SURFACE MOTION
 AG9853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9853+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AG9853
 AG9853  HISTORY     - Date     Condition        Report By
 AG9853  HISTORY     - 1997     MONUMENTED       NGS
 AG9853
 AG9853                          STATION DESCRIPTION
 AG9853
 AG9853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AG9853'THE STATION IS LOCATED ABOUT 16 MI (25.7 KM) NORTHEAST OF FORT MORGAN,
 AG9853'16 MI (25.7 KM) NORTHWEST OF BRUSH AND 3 MI (4.8 KM) SOUTH OF THE
 AG9853'MORGAN-WELD COUNTY LINE, IN THE SOUTHEAST 1/4 OF SECTION 14, T 6 N, R
 AG9853'57 W.  OWNERSHIP--MORGAN COUNTY RIGHT-OF-WAY  TO REACH THE STATION
 AG9853'FROM THE INTERSECTION OF MORGAN COUNTY ROAD 23 AND MORGAN COUNTY ROAD
 AG9853'FF, ABOUT 16 MILES (25.7 KM) NORTHEAST OF FORT MORGAN, GO NORTH ON
 AG9853'COUNTY ROAD 23 FOR 2.35 MI (3.78 KM) TO THE STATION ON THE LEFT ON TOP
 AG9853'OF THE HILL  THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND
 AG9853'40 CM CONCRETE POST PROJECTING 4 CM ABOVE THE GROUND.  IT IS 8.6 M
 AG9853'(28.2 FT) WEST FROM THE CENTER OF COUNTY ROAD 23, 0.8 M (2.6 FT) EAST
 AG9853'FROM THE RIGHT-OF-WAY FENCE, 0.8 M (2.6 FT) NORTH FROM A WITNESS POST
 AG9853'AND ABOUT THE SAME ELEVATION AS THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1612 ***********************************************************************
 KK1612  DESIGNATION -  EAST
 KK1612  PID         -  KK1612
 KK1612  STATE/COUNTY-  CO/ELBERT
 KK1612  USGS QUAD   -  RAMAH NORTH (1979)
 KK1612
 KK1612                         *CURRENT SURVEY CONTROL
 KK1612  ___________________________________________________________________
 KK1612* NAD 83(1992)-  39 10 26.90533(N)    104 13 11.66519(W)     ADJUSTED  
 KK1612* NAVD 88     -      1960.5    (meters)    6432.     (feet)  VERTCON   
 KK1612  ___________________________________________________________________
 KK1612  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 KK1612  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 KK1612
 KK1612  HORZ ORDER  -  SECOND
 KK1612
 KK1612.The horizontal coordinates were established by classical geodetic methods
 KK1612.and adjusted by the National Geodetic Survey in January 1993..
 KK1612
 KK1612.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1612
 KK1612.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1612
 KK1612.The geoid height was determined by GEOID03.
 KK1612
 KK1612;                    North         East     Units Scale Factor Converg.
 KK1612;SPC CO C     -   454,419.418 1,025,008.693   MT  0.99993672   +0 48 26.4
 KK1612;SPC CO C     - 1,490,874.37  3,362,882.69   sFT  0.99993672   +0 48 26.4
 KK1612;UTM  13      - 4,336,391.193   567,384.155   MT  0.99965591   +0 29 34.0
 KK1612
 KK1612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1612!SPC CO C     -   0.99969540  x   0.99993672  =   0.99963214
 KK1612!UTM  13      -   0.99969540  x   0.99965591  =   0.99935142
 KK1612
 KK1612|---------------------------------------------------------------------|
 KK1612| PID    Reference Object                     Distance      Geod. Az  |
 KK1612|                                                           dddmmss.s |
 KK1612| CP7061 EAST RM 1                            12.510 METERS 00006     |
 KK1612| CP7062 EAST RM 2                            12.136 METERS 09158     |
 KK1612| KK1613 LEMESANY                            APPROX.11.2 KM 2472854.2 |
 KK1612|---------------------------------------------------------------------|
 KK1612
 KK1612                          SUPERSEDED SURVEY CONTROL
 KK1612
 KK1612  NAD 83(1986)-  39 10 26.89642(N)    104 13 11.66129(W) AD(       ) 2
 KK1612  NAD 27      -  39 10 26.93970(N)    104 13 09.79550(W) AD(       ) 2
 KK1612  NGVD 29 (07/19/86) 1959.5    (m)         6429.     (f) VERT ANG       
 KK1612
 KK1612.Superseded values are not recommended for survey control.
 KK1612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1612.See file dsdata.txt to determine how the superseded data were derived.
 KK1612
 KK1612_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED6738436391(NAD 83)
 KK1612_MARKER: Z = SEE DESCRIPTION
 KK1612_SETTING: 0 = UNSPECIFIED SETTING
 KK1612
 KK1612  HISTORY     - Date     Condition        Report By
 KK1612  HISTORY     - 1970     MONUMENTED       USGS
 KK1612
 KK1612                          STATION DESCRIPTION
 KK1612
 KK1612'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (EOM)
 KK1612'STATION IS LOCATED WEST 12 DEGREES SOUTH ABOUT 29.5 MILES AIRLINE
 KK1612'FROM LIMON, COLORADO.  NORTH 25 DEGREES EAST ABOUT 11 MILES FROM
 KK1612'CALHAN, COLORADO.  ON A LOW YUCCA COVERED TOP.  6 FEET NORTH OF A
 KK1612'USGS WITNESS SIGN MOUNTED ON A METAL POST, ON LAND OWNED BY
 KK1612'CHARLES CHENATELA.
 KK1612'
 KK1612'TO REACH THE STATION FROM THE POST OFFICE AT RAMAH, COLORADO,
 KK1612'PROCEED NORTHWEST, CROSSING RAILROAD TRACK, ON GRADED ROAD 0.8
 KK1612'MILE TO T-ROAD JUNCTION NORTH.  PROCEED WEST FOR 1.0 MILE TO
 KK1612'T-ROAD JUNCTION NORTH.  TURN RIGHT (NORTH) AND PROCEED 3.0 MILES
 KK1612'TO T-ROAD JUNCTION WEST.  TURN LEFT (WEST) AND PROCEED ON TRACK
 KK1612'ROAD 1.0 MILE TO GATE.  CONTINUE WEST THROUGH GATE FOR 0.2
 KK1612'MILE.  TURN RIGHT (NORTH) AND PROCEED CROSS COUNTRY 0.1 MILE TO
 KK1612'TOP OF HILL AND THE STATION.
 KK1612'
 KK1612'ALL MARKS ARE USGS BRASS TABLETS SOLDERED TO COPPER COATED STEEL
 KK1612'RODS CENTERED IN TILE 6 INCHES IN DIAMETER AND 12 INCHES LONG
 KK1612'FILLED WITH GRAVEL AND SET FLUSH WITH THE GROUND SURFACE.
 KK1612'
 KK1612'STATION MARK IS A ROD DRIVEN 15 FEET TO REFUSAL.  TABLET STAMPED
 KK1612'EAST ET 1970.
 KK1612'
 KK1612'REFERENCE MARK NO. 1 IS A ROD DRIVEN 15 FEET TO REFUSAL.  TABLET
 KK1612'STAMPED EAST ET 1 1970.
 KK1612'
 KK1612'REFERENCE MARK NO. 2 IS A ROD DRIVEN 15 FEET TO REFUSAL.  TABLET
 KK1612'STAMPED EAST ET 2 1970.
 KK1612'
 KK1612'STATION LEMESANY ET 1970 IS VISIBLE FROM THE GROUND AT THIS
 KK1612'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 KK1612'
 KK1612'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0741 ***********************************************************************
 JL0741  DESIGNATION -  EAST BECKWITH
 JL0741  PID         -  JL0741
 JL0741  STATE/COUNTY-  CO/GUNNISON
 JL0741  USGS QUAD   -  ANTHRACITE RANGE (1961)
 JL0741
 JL0741                         *CURRENT SURVEY CONTROL
 JL0741  ___________________________________________________________________
 JL0741* NAD 83(1992)-  38 50 46.92401(N)    107 13 23.71661(W)     ADJUSTED  
 JL0741* NAVD 88     -      3792.1    (meters)   12441.     (feet)  VERTCON   
 JL0741  ___________________________________________________________________
 JL0741  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 JL0741  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 JL0741
 JL0741  HORZ ORDER  -  THIRD
 JL0741
 JL0741.The horizontal coordinates were established by classical geodetic methods
 JL0741.and adjusted by the National Geodetic Survey in January 1993..
 JL0741
 JL0741.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0741
 JL0741.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0741
 JL0741.The geoid height was determined by GEOID03.
 JL0741
 JL0741;                    North         East     Units Scale Factor Converg.
 JL0741;SPC CO C     -   418,673.250   764,817.284   MT  0.99994573   -1 05 12.6
 JL0741;SPC CO C     - 1,373,597.15  2,509,238.04   sFT  0.99994573   -1 05 12.6
 JL0741;UTM  13      - 4,302,076.701   307,058.426   MT  1.00005842   -1 23 41.8
 JL0741
 JL0741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0741!SPC CO C     -   0.99940767  x   0.99994573  =   0.99935343
 JL0741!UTM  13      -   0.99940767  x   1.00005842  =   0.99946605
 JL0741
 JL0741:                Primary Azimuth Mark                     Grid Az
 JL0741:SPC CO C     -  STORM                                    158 51 40.2
 JL0741:UTM  13      -  STORM                                    159 10 09.4
 JL0741
 JL0741|---------------------------------------------------------------------|
 JL0741| PID    Reference Object                     Distance      Geod. Az  |
 JL0741|                                                           dddmmss.s |
 JL0741| JL0740 STORM                               APPROX. 7.5 KM 1574627.6 |
 JL0741|---------------------------------------------------------------------|
 JL0741
 JL0741                          SUPERSEDED SURVEY CONTROL
 JL0741
 JL0741  NAD 83(1986)-  38 50 46.92261(N)    107 13 23.72442(W) AD(       ) 3
 JL0741  NAD 27      -  38 50 46.94013(N)    107 13 21.52888(W) AD(       ) 3
 JL0741  NGVD 29 (07/19/86) 3790.2    (m)        12435.     (f) VERT ANG       
 JL0741
 JL0741.Superseded values are not recommended for survey control.
 JL0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0741.See file dsdata.txt to determine how the superseded data were derived.
 JL0741
 JL0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD0705802077(NAD 83)
 JL0741_MARKER: DD = SURVEY DISK
 JL0741_SETTING: 66 = SET IN ROCK OUTCROP
 JL0741_SP_SET: SET IN ROCK OUTCROP
 JL0741_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0741+STABILITY: POSITION/ELEVATION WELL
 JL0741
 JL0741  HISTORY     - Date     Condition        Report By
 JL0741  HISTORY     - 1959     MONUMENTED       USGS
 JL0741
 JL0741                          STATION DESCRIPTION
 JL0741
 JL0741'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 JL0741'STATION IS LOCATED 12 MI. AIRLINE WSW. OF CRESTED BUTTE, COLORADO,
 JL0741'18 MI. AIRLINE ESE. OF PAONIA, COLORADO, ON THE HIGHEST POINT OF
 JL0741'EAST BECKWITH MOUNTAIN.
 JL0741'
 JL0741'TO REACH FROM CRESTED BUTTE, COLORADO, GO W. ON THE KEBLER PASS ROAD
 JL0741'TO HORSE RANCH PARK, FROM HERE TAKE PACK TRAIL SW. TO BECKWITH PASS,
 JL0741'FROM THE TOP OF THE PASS PACK AROUND TO THE S. SIDE OF THE MOUNTAIN.
 JL0741'HORSES CAN BE TAKEN TO TIMBERLINE ON A RIDGE JUST SE. OF THE STATION.
 JL0741'A 40 MINUTE PACK FROM END OF HORSE TRAVEL.
 JL0741'
 JL0741'STATION MARK--STANDARD TABLET, STAMPED ---EAST BECKWITH VABM 1959---,
 JL0741'SET IN ROCK OUTCROP.
 JL0741'
 JL0741'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0443 ***********************************************************************
 KM0443  DESIGNATION -  EAST BLACK RIDGE
 KM0443  PID         -  KM0443
 KM0443  STATE/COUNTY-  CO/MESA
 KM0443  USGS QUAD   -  COLORADO NATIONAL MONUMENT (1973)
 KM0443
 KM0443                         *CURRENT SURVEY CONTROL
 KM0443  ___________________________________________________________________
 KM0443* NAD 83(1992)-  39 04 21.60819(N)    108 44 27.81635(W)     ADJUSTED  
 KM0443* NAVD 88     -      2143.2    (meters)    7031.     (feet)  VERTCON   
 KM0443  ___________________________________________________________________
 KM0443  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 KM0443  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 KM0443
 KM0443  HORZ ORDER  -  THIRD
 KM0443
 KM0443.The horizontal coordinates were established by classical geodetic methods
 KM0443.and adjusted by the National Geodetic Survey in January 1993..
 KM0443
 KM0443.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0443
 KM0443.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0443
 KM0443.The geoid height was determined by GEOID03.
 KM0443
 KM0443;                    North         East     Units Scale Factor Converg.
 KM0443;SPC CO C     -   447,378.008   634,005.296   MT  0.99993603   -2 02 38.8
 KM0443;SPC CO C     - 1,467,772.68  2,080,065.71   sFT  0.99993603   -2 02 38.8
 KM0443;UTM  12      - 4,327,269.563   695,415.839   MT  1.00007023   +1 25 27.4
 KM0443
 KM0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0443!SPC CO C     -   0.99966649  x   0.99993603  =   0.99960255
 KM0443!UTM  12      -   0.99966649  x   1.00007023  =   0.99973670
 KM0443
 KM0443                          SUPERSEDED SURVEY CONTROL
 KM0443
 KM0443  NAD 83(1986)-  39 04 21.60106(N)    108 44 27.81564(W) AD(       ) 3
 KM0443  NGVD 29 (05/18/92) 2142.1    (m)         7028.     (f) VERT ANG       
 KM0443
 KM0443.Superseded values are not recommended for survey control.
 KM0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0443.See file dsdata.txt to determine how the superseded data were derived.
 KM0443
 KM0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ9541627270(NAD 83)
 KM0443_MARKER: DD = SURVEY DISK
 KM0443_SETTING: 0 = UNSPECIFIED SETTING
 KM0443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0443+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2005
 KM0443
 KM0443  HISTORY     - Date     Condition        Report By
 KM0443  HISTORY     - 1934     MONUMENTED       USGS
 KM0443  HISTORY     - 1961     GOOD             USGS
 KM0443  HISTORY     - 20050508 GOOD             GEOCAC
 KM0443
 KM0443                          STATION DESCRIPTION
 KM0443
 KM0443'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 KM0443'NO TEXT.
 KM0443
 KM0443                          STATION RECOVERY (1961)
 KM0443
 KM0443'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KM0443'STATION IS ON A PINON AND CEDAR RIDGE, ABOUT 6 MI. N. OF GLADE PARK
 KM0443'POST OFFICE.  THIS RIDGE IS SIMILAR IN APPEARANCE TO THE RIDGE ON
 KM0443'WHICH STATION --PINON-- IS SITUATED AND THE TWO RIDGES ARE CONNECTED
 KM0443'BY A SADDLE.  THE RIDGE ON WHICH STATION IS SET HAS ITS LONG AXIS N.
 KM0443'AND S., THE STATION BEING ON A SMALL DOME NEAR THE CENTER OF THE
 KM0443'RIDGE.  RIDGE IS READILY SEEN BY LOOKING W. ALONG THE MAIN STREET OF
 KM0443'GRAND JUNCTION.
 KM0443'
 KM0443'TO REACH FROM GRAND JUNCTION POST OFFICE, PROCEED W. ALONG STATE
 KM0443'HIGHWAY 340 1.3 MI., THENCE LEFT ALONG COLORADO NATIONAL MONUMENT
 KM0443'ROAD 15.4 MI. TO A SERVICE RD. WITH A LOCKED --PIPE-- ON THE LEFT
 KM0443'(ABOUT 0.4 MI. N. OF THE UPPER RD. TO GLADE PARK), THENCE LEFT,
 KM0443'NW., ALONG SERVICE RD. 1.4 MI., LEAVE TRUCK AND PACK WESTERLY UP
 KM0443'STEEP SLOPE ABOUT 0.2 MI. TO STATION.
 KM0443'
 KM0443'STATION MARK--STANDARD BRONZE TABLET SET IN A 1 X 1 X 2-1/2 FT.
 KM0443'SANDSTONE SLAB, STAMPED ---EAST BLACK RIDGE - 1934---.
 KM0443'
 KM0443'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE TABLET SET IN
 KM0443'SANDSTONE RIM ROCK, 36.80 FT. FROM STATION, N 63 DEG 42 MIN E.
 KM0443'
 KM0443'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE TABLET SET IN
 KM0443'SANDSTONE RIM ROCK, 95.90 FT. FROM STATION, S 00 DEG 29 MIN E.
 KM0443
 KM0443                          STATION RECOVERY (2005)
 KM0443
 KM0443'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0443'MARK IS 100 FEET INSIDE THE COLORADO NATIONAL MONUMENT BOUNDARY FENCE.
 KM0443' 
 KM0443'120 FEET EASTSOUTHEAST OF POWER POLE 116.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0528 ***********************************************************************
 HL0528  DESIGNATION -  EAST FORK
 HL0528  PID         -  HL0528
 HL0528  STATE/COUNTY-  CO/MINERAL
 HL0528  USGS QUAD   -  WOLF CREEK PASS (1984)
 HL0528
 HL0528                         *CURRENT SURVEY CONTROL
 HL0528  ___________________________________________________________________
 HL0528* NAD 83(1992)-  37 24 42.73475(N)    106 52 09.02506(W)     ADJUSTED  
 HL0528* NAVD 88     -      3137.3    (meters)   10293.     (feet)  VERTCON   
 HL0528  ___________________________________________________________________
 HL0528  LAPLACE CORR-           7.05  (seconds)                    DEFLEC99
 HL0528  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 HL0528
 HL0528  HORZ ORDER  -  THIRD
 HL0528
 HL0528.The horizontal coordinates were established by classical geodetic methods
 HL0528.and adjusted by the National Geodetic Survey in January 1993..
 HL0528
 HL0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0528
 HL0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0528
 HL0528.The geoid height was determined by GEOID03.
 HL0528
 HL0528;                    North         East     Units Scale Factor Converg.
 HL0528;SPC CO S     -   388,394.411   793,197.583   MT  0.99997239   -0 50 23.4
 HL0528;SPC CO S     - 1,274,257.33  2,602,349.07   sFT  0.99997239   -0 50 23.4
 HL0528;UTM  13      - 4,142,203.744   334,581.870   MT  0.99993707   -1 08 09.1
 HL0528
 HL0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0528!SPC CO S     -   0.99951047  x   0.99997239  =   0.99948287
 HL0528!UTM  13      -   0.99951047  x   0.99993707  =   0.99944757
 HL0528
 HL0528:                Primary Azimuth Mark                     Grid Az
 HL0528:SPC CO S     -  WEST AXIS                                272 30 12.3
 HL0528:UTM  13      -  WEST AXIS                                272 47 58.0
 HL0528
 HL0528|---------------------------------------------------------------------|
 HL0528| PID    Reference Object                     Distance      Geod. Az  |
 HL0528|                                                           dddmmss.s |
 HL0528| HL0541 WEST AXIS                           APPROX. 3.6 KM 2713948.9 |
 HL0528|---------------------------------------------------------------------|
 HL0528
 HL0528                          SUPERSEDED SURVEY CONTROL
 HL0528
 HL0528  NAD 83(1986)-  37 24 42.73364(N)    106 52 09.02866(W) AD(       ) 3
 HL0528  NAD 27      -  37 24 42.72394(N)    106 52 06.89742(W) AD(       ) 3
 HL0528  NGVD 29 (07/19/86) 3135.7    (m)        10288.     (f) VERT ANG       
 HL0528
 HL0528.Superseded values are not recommended for survey control.
 HL0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0528.See file dsdata.txt to determine how the superseded data were derived.
 HL0528
 HL0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB3458242204(NAD 83)
 HL0528
 HL0528  HISTORY     - Date     Condition        Report By
 HL0528  HISTORY     - UNK      MONUMENTED
 HL0528  HISTORY     - 1954     GOOD             USGS
 HL0528
 HL0528                          STATION DESCRIPTION
 HL0528
 HL0528'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (AT)
 HL0528'RECOVERED AND REDESCRIBED AS FOLLOWS
 HL0528'
 HL0528'THE TRIANGULATION STATION ---EAST FORK--- IS LOCATED 8.0 MI. E.
 HL0528'AND 9.0 MI. AIRLINE N. FROM THE POST OFFICE IN PAGOSA SPRINGS,
 HL0528'COLORADO.  IT IS APPROXIMATELY 3.0 MI. NE. OF THE JUNCTION OF
 HL0528'THE SAN JUAN RIVER AND THE WEST FORK, APPROXIMATELY 1.5 MI. SW.
 HL0528'OF THE POINT WHERE THE FOREST TRAIL GOES THROUGH WINDY PASS, ON
 HL0528'A BARE TOP, THE N. SIDE OF WHICH IS A CLIFF.
 HL0528'
 HL0528'THE STATION IS BEST REACHED BY PROCEEDING EASTWARD ALONG U.S. HIGHWAY
 HL0528'160 FOR APPROXIMATELY 15.5 MI. FROM THE POST OFFICE IN PAGOSA SPRINGS,
 HL0528'COLORADO, UNTIL A SIGN MARKED ---WINDY PASS TRAIL--- IS REACHED.  THIS
 HL0528'SIGN IS ON THE E. SIDE OF THE HIGHWAY.  THIS TRAIL IS A U.S.
 HL0528'GOVERNMENT MAINTAINED TRAIL.  PROCEED EASTWARD ALONG THE WINDY PASS
 HL0528'TRAIL UNTIL WINDY PASS ITSELF IS REACHED.  FROM THE PASS GO SOUTHWARD
 HL0528'ALONG A VERY DIM TRAIL OR FOLLOW THE TOP OF THE RIDGE FOR
 HL0528'APPROXIMATELY 1.5 MI. IN A SW. DIRECTION.  THIS TRIP CAN BE MADE ON
 HL0528'HORSEBACK OR BY FOOT.
 HL0528'
 HL0528'STATION MARK--STANDARD TABLET, CEMENTED IN ROCK, STAMPED ---EAST
 HL0528'FORK 1946---.
 HL0528'
 HL0528'REFERENCE MARK--STANDARD REFERENCE TABLET, STAMPED ---E FORK---,
 HL0528'52.70 FT. DISTANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0749 ***********************************************************************
 LK0749  DESIGNATION -  EAST PAWNEE BUTTE
 LK0749  PID         -  LK0749
 LK0749  STATE/COUNTY-  CO/WELD
 LK0749  USGS QUAD   -  PAWNEE BUTTES (1977)
 LK0749
 LK0749                         *CURRENT SURVEY CONTROL
 LK0749  ___________________________________________________________________
 LK0749* NAD 83(1992)-  40 49 24.65055(N)    103 58 08.83394(W)     ADJUSTED  
 LK0749* NAVD 88     -                                                        
 LK0749  ___________________________________________________________________
 LK0749  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 LK0749  GEOID HEIGHT-         -18.58  (meters)                     GEOID03
 LK0749
 LK0749  HORZ ORDER  -  THIRD
 LK0749
 LK0749.The horizontal coordinates were established by classical geodetic methods
 LK0749.and adjusted by the National Geodetic Survey in January 1993..
 LK0749
 LK0749
 LK0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0749
 LK0749.The geoid height was determined by GEOID03.
 LK0749
 LK0749;                    North         East     Units Scale Factor Converg.
 LK0749;SPC CO N     -   471,377.524 1,043,540.062   MT  1.00000677   +0 59 20.9
 LK0749;SPC CO N     - 1,546,511.09  3,423,681.02   sFT  1.00000677   +0 59 20.9
 LK0749;UTM  13      - 4,519,677.017   586,930.078   MT  0.99969301   +0 40 26.3
 LK0749
 LK0749                          SUPERSEDED SURVEY CONTROL
 LK0749
 LK0749  NAD 83(1986)-  40 49 24.64605(N)    103 58 08.83262(W) AD(       ) 4
 LK0749  NAD 27      -  40 49 24.69000(N)    103 58 07.02300(W) AD(       ) 3
 LK0749
 LK0749.Superseded values are not recommended for survey control.
 LK0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0749.See file dsdata.txt to determine how the superseded data were derived.
 LK0749
 LK0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF8693019677(NAD 83)
 LK0749_MARKER: Z = SEE DESCRIPTION
 LK0749_SETTING: 0 = UNSPECIFIED SETTING
 LK0749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LK0749
 LK0749  HISTORY     - Date     Condition        Report By
 LK0749  HISTORY     - 1963     MONUMENTED       CGS
 LK0749
 LK0749                          STATION DESCRIPTION
 LK0749
 LK0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 LK0749'THE STATION IS LOCATED ABOUT 17 MILES NORTH AND 6 MILES WEST
 LK0749'OF RAYMER, ON THE WEST EDGE OF A HIGH FLAT TOPPED BUTTE WHICH
 LK0749'IS LOCALLY KNOWN AS EAST PAWNEE BUTTE.
 LK0749'
 LK0749'TO REACH THE STATION FROM THE POST OFFICE IN RAYMER, GO NORTH
 LK0749'ON GRAVELED STREET FOR 0.15 MILE TO A T-INTERSECTION, TURN
 LK0749'RIGHT AND GO EAST ON A GRAVELED STREET FOR 0.25 MILE TO A
 LK0749'T-INTERSECTION, TURN LEFT AND GO NORTH ON A GRAVELED ROAD
 LK0749'FOR 12.4 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO WEST ON
 LK0749'A GRAVELED ROAD FOR 6.8 MILES TO A FIELD TRACK ROAD ON THE
 LK0749'RIGHT, TURN RIGHT AND GO NORTH ON THE FIELD ROAD FOR 2.5 MILES
 LK0749'TO THE STATION ON THE RIGHT ON THE TOP OF A HIGH BUTTE.
 LK0749'
 LK0749'THE STATION IS THE HIGHEST POINT OF A FLAT TOPPED BUTTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0326 ***********************************************************************
 KM0326  DESIGNATION -  EAST PEAK
 KM0326  PID         -  KM0326
 KM0326  STATE/COUNTY-  CO/GARFIELD
 KM0326  USGS QUAD   -  RAT HOLE RIDGE (1987)
 KM0326
 KM0326                         *CURRENT SURVEY CONTROL
 KM0326  ___________________________________________________________________
 KM0326* NAD 83(1992)-  39 31 44.69374(N)    109 01 12.36020(W)     ADJUSTED  
 KM0326* NAVD 88     -      2661.0    (meters)    8730.     (feet)  VERTCON   
 KM0326  ___________________________________________________________________
 KM0326  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 KM0326  GEOID HEIGHT-         -16.34  (meters)                     GEOID03
 KM0326
 KM0326  HORZ ORDER  -  THIRD
 KM0326
 KM0326.The horizontal coordinates were established by classical geodetic methods
 KM0326.and adjusted by the National Geodetic Survey in November 1997..
 KM0326
 KM0326.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0326
 KM0326.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0326
 KM0326.The geoid height was determined by GEOID03.
 KM0326
 KM0326;                    North         East     Units Scale Factor Converg.
 KM0326;SPC CO C     -   498,906.977   611,838.896   MT  0.99996376   -2 13 12.3
 KM0326;SPC CO C     - 1,636,830.64  2,007,341.44   sFT  0.99996376   -2 13 12.3
 KM0326;SPC CO N     -   332,541.112   611,820.923   MT  1.00003557   -2 16 28.0
 KM0326;SPC CO N     - 1,091,011.96  2,007,282.48   sFT  1.00003557   -2 16 28.0
 KM0326;SPC UT C     - 2,135,705.665   713,169.889   MT  0.99991299   +1 35 18.9
 KM0326;UTM  12      - 4,377,363.704   670,165.385   MT  0.99995652   +1 15 37.6
 KM0326
 KM0326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0326!SPC CO C     -   0.99958525  x   0.99996376  =   0.99954903
 KM0326!SPC CO N     -   0.99958525  x   1.00003557  =   0.99962081
 KM0326!SPC UT C     -   0.99958525  x   0.99991299  =   0.99949828
 KM0326!UTM  12      -   0.99958525  x   0.99995652  =   0.99954179
 KM0326
 KM0326:                Primary Azimuth Mark                     Grid Az
 KM0326:SPC CO C     -  JEK 36 ET                                133 34 13.5
 KM0326:SPC CO N     -  JEK 36 ET                                133 37 29.2
 KM0326:SPC UT C     -  JEK 36 ET                                129 45 42.3
 KM0326:UTM  12      -  JEK 36 ET                                130 05 23.6
 KM0326
 KM0326|---------------------------------------------------------------------|
 KM0326| PID    Reference Object                     Distance      Geod. Az  |
 KM0326|                                                           dddmmss.s |
 KM0326| KM0310 JEK 36 ET                           APPROX. 3.3 KM 1312101.2 |
 KM0326|---------------------------------------------------------------------|
 KM0326
 KM0326                          SUPERSEDED SURVEY CONTROL
 KM0326
 KM0326  NAD 83(1992)-  39 31 44.68937(N)    109 01 12.35585(W) AD(       ) 4
 KM0326  NAD 83(1986)-  39 31 44.64769(N)    109 01 12.31404(W) AD(       ) 4
 KM0326  NAD 27      -  39 31 44.77200(N)    109 01 09.96700(W) AD(       ) 3
 KM0326  NGVD 29 (07/19/86) 2659.7    (m)         8726.     (f) VERT ANG       
 KM0326
 KM0326.Superseded values are not recommended for survey control.
 KM0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0326.See file dsdata.txt to determine how the superseded data were derived.
 KM0326
 KM0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ7016577364(NAD 83)
 KM0326
 KM0326  HISTORY     - Date     Condition        Report By
 KM0326  HISTORY     - 1891     MONUMENTED       CGS
 KM0326  HISTORY     - 1966     SEE DESCRIPTION  USGS
 KM0326
 KM0326                          STATION DESCRIPTION
 KM0326
 KM0326'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0326'TEMPORARY POINT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0276 ***********************************************************************
 KL0276  DESIGNATION -  EAST PORTAL
 KL0276  PID         -  KL0276
 KL0276  STATE/COUNTY-  CO/LAKE
 KL0276  USGS QUAD   -  INDEPENDENCE PASS (1994)
 KL0276
 KL0276                         *CURRENT SURVEY CONTROL
 KL0276  ___________________________________________________________________
 KL0276* NAD 83(1986)-  39 04 56.     (N)    106 32 20.     (W)     SCALED    
 KL0276* NAVD 88     -      3193.051  (meters)   10475.87   (feet)  ADJUSTED  
 KL0276  ___________________________________________________________________
 KL0276  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 KL0276  DYNAMIC HT  -        3188.652 (meters)   10461.44  (feet)  COMP
 KL0276  MODELED GRAV-     979,133.5   (mgal)                       NAVD 88
 KL0276
 KL0276  VERT ORDER  -  SECOND    CLASS 0
 KL0276
 KL0276.The horizontal coordinates were scaled from a topographic map and have
 KL0276.an estimated accuracy of +/- 6 seconds.
 KL0276
 KL0276.The orthometric height was determined by differential leveling
 KL0276.and adjusted by the National Geodetic Survey in June 1991..
 KL0276
 KL0276.The geoid height was determined by GEOID03.
 KL0276
 KL0276.The dynamic height is computed by dividing the NAVD 88
 KL0276.geopotential number by the normal gravity value computed on the
 KL0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0276.degrees latitude (g = 980.6199 gals.).
 KL0276
 KL0276.The modeled gravity was interpolated from observed gravity values.
 KL0276
 KL0276;                    North         East    Units  Estimated Accuracy
 KL0276;SPC CO C     -   443,950.      824,520.      MT  (+/- 180 meters Scaled)
 KL0276
 KL0276                          SUPERSEDED SURVEY CONTROL
 KL0276
 KL0276  NGVD 29 (??/??/92) 3191.173  (m)        10469.71   (f) ADJ UNCH    2 0
 KL0276
 KL0276.Superseded values are not recommended for survey control.
 KL0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0276.See file dsdata.txt to determine how the superseded data were derived.
 KL0276
 KL0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD668270(NAD 83)
 KL0276_MARKER: N = NAIL
 KL0276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KL0276_SP_SET: TREE BASE
 KL0276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0276
 KL0276  HISTORY     - Date     Condition        Report By
 KL0276  HISTORY     - UNK      MONUMENTED       LOCENG
 KL0276  HISTORY     - 1934     GOOD             NGS
 KL0276
 KL0276                          STATION DESCRIPTION
 KL0276
 KL0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KL0276'10.7 MI W FROM TWIN LAKES.
 KL0276'10.7 MILES WEST ALONG STATE HIGHWAY 82 FROM THE POST OFFICE AT TWIN
 KL0276'LAKES, LAKE COUNTY, AT THE EAST PORTAL OF THE TWIN LAKES TUNNEL, 500
 KL0276'FEET EAST OF THE MOUTH OF THE TUNNEL, 150 FEET NORTHEAST OF THE
 KL0276'CONTRACTORS OFFICE, 30 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 KL0276'IN THE BASE OF A 6-INCH PINE TREE.  A NAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0848 ***********************************************************************
 JL0848  DESIGNATION -  EAST PORTAL
 JL0848  PID         -  JL0848
 JL0848  STATE/COUNTY-  CO/MONTROSE
 JL0848  USGS QUAD   -  GRIZZLY RIDGE (1979)
 JL0848
 JL0848                         *CURRENT SURVEY CONTROL
 JL0848  ___________________________________________________________________
 JL0848* NAD 83(1992)-  38 32 00.34229(N)    107 40 01.64321(W)     ADJUSTED  
 JL0848* NAVD 88     -      2540.0    (meters)    8333.     (feet)  VERTCON   
 JL0848  ___________________________________________________________________
 JL0848  LAPLACE CORR-           7.93  (seconds)                    DEFLEC99
 JL0848  GEOID HEIGHT-         -15.57  (meters)                     GEOID03
 JL0848
 JL0848  HORZ ORDER  -  THIRD
 JL0848
 JL0848.The horizontal coordinates were established by classical geodetic methods
 JL0848.and adjusted by the National Geodetic Survey in January 1993..
 JL0848
 JL0848.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0848
 JL0848.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0848
 JL0848.The geoid height was determined by GEOID03.
 JL0848
 JL0848;                    North         East     Units Scale Factor Converg.
 JL0848;SPC CO S     -   514,181.886   725,458.298   MT  1.00001980   -1 19 45.4
 JL0848;SPC CO S     - 1,686,945.07  2,380,107.77   sFT  1.00001980   -1 19 45.4
 JL0848;SPC CO C     -   384,770.134   725,465.911   MT  0.99998464   -1 22 00.4
 JL0848;SPC CO C     - 1,262,366.68  2,380,132.74   sFT  0.99998464   -1 22 00.4
 JL0848;UTM  13      - 4,268,374.941   267,521.084   MT  1.00026562   -1 39 44.2
 JL0848
 JL0848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0848!SPC CO S     -   0.99960407  x   1.00001980  =   0.99962386
 JL0848!SPC CO C     -   0.99960407  x   0.99998464  =   0.99958871
 JL0848!UTM  13      -   0.99960407  x   1.00026562  =   0.99986958
 JL0848
 JL0848:                Primary Azimuth Mark                     Grid Az
 JL0848:SPC CO S     -  SIGNAL HILL                              265 04 32.3
 JL0848:SPC CO C     -  SIGNAL HILL                              265 06 47.3
 JL0848:UTM  13      -  SIGNAL HILL                              265 24 31.1
 JL0848
 JL0848|---------------------------------------------------------------------|
 JL0848| PID    Reference Object                     Distance      Geod. Az  |
 JL0848|                                                           dddmmss.s |
 JL0848| JL0846 SIGNAL HILL                         APPROX. 2.2 KM 2634446.9 |
 JL0848|---------------------------------------------------------------------|
 JL0848
 JL0848                          SUPERSEDED SURVEY CONTROL
 JL0848
 JL0848  NAD 83(1986)-  38 32 00.32871(N)    107 40 01.61729(W) AD(       ) 3
 JL0848  NAD 27      -  38 32 00.37337(N)    107 39 59.43138(W) AD(       ) 3
 JL0848  NGVD 29 (07/19/86) 2538.5    (m)         8328.     (f) VERT ANG       
 JL0848
 JL0848.Superseded values are not recommended for survey control.
 JL0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0848.See file dsdata.txt to determine how the superseded data were derived.
 JL0848
 JL0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC6752168375(NAD 83)
 JL0848
 JL0848  HISTORY     - Date     Condition        Report By
 JL0848  HISTORY     - 1934     MONUMENTED       USGS
 JL0848  HISTORY     - 1955     GOOD             USGS
 JL0848
 JL0848                          STATION DESCRIPTION
 JL0848
 JL0848'DESCRIBED BY US GEOLOGICAL SURVEY 1955 (JCH)
 JL0848'STATION IS ON A HIGH POINT ON THE S. WALL OR RIM OF THE BLACK CANYON
 JL0848'OF THE GUNNISON RIVER, ABOUT 0.5 MI. N. OF GOVERNMENT RD. TO S. PORTAL
 JL0848'OF GUNNISON TUNNEL.  THIS GOVERNMENT RD. TURNS E. AT JONES SUMMIT FROM
 JL0848'MAIN HIGHWAY LEADING TO BLACK CANYON MONUMENT.
 JL0848'
 JL0848'STATION MARK--STANDARD BRONZE TABLET SET IN SOLID ROCK.
 JL0848'
 JL0848'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE TABLET SET IN SOLID
 JL0848'ROCK, 19.15 FT. FROM STATION MARK, S 40 DEG 37 MIN E.
 JL0848'
 JL0848'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE TABLET SET IN SOLID
 JL0848'ROCK, 15.10 FT. FROM STATION MARK, N 67 DEG 30 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0488 ***********************************************************************
 HK0488  DESIGNATION -  EAST SPANISH PEAK CAIRN
 HK0488  PID         -  HK0488
 HK0488  STATE/COUNTY-  CO/LAS ANIMAS
 HK0488  USGS QUAD   -  SPANISH PEAKS (1971)
 HK0488
 HK0488                         *CURRENT SURVEY CONTROL
 HK0488  ___________________________________________________________________
 HK0488* NAD 83(1992)-  37 23 36.25423(N)    104 55 12.22739(W)     ADJUSTED  
 HK0488* NAVD 88     -                                                        
 HK0488  ___________________________________________________________________
 HK0488  LAPLACE CORR-         -13.59  (seconds)                    DEFLEC99
 HK0488  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 HK0488
 HK0488  HORZ ORDER  -  THIRD
 HK0488
 HK0488.The horizontal coordinates were established by classical geodetic methods
 HK0488.and adjusted by the National Geodetic Survey in January 1993..
 HK0488
 HK0488
 HK0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0488
 HK0488.The geoid height was determined by GEOID03.
 HK0488
 HK0488;                    North         East     Units Scale Factor Converg.
 HK0488;SPC CO S     -   385,616.033   965,754.187   MT  0.99997480   +0 21 20.6
 HK0488;SPC CO S     - 1,265,141.93  3,168,478.53   sFT  0.99997480   +0 21 20.6
 HK0488;UTM  13      - 4,138,518.399   507,075.655   MT  0.99960062   +0 02 54.8
 HK0488
 HK0488                          SUPERSEDED SURVEY CONTROL
 HK0488
 HK0488  NAD 83(1986)-  37 23 36.26300(N)    104 55 12.22338(W) AD(       ) 4
 HK0488  NAD 27      -  37 23 36.17500(N)    104 55 10.20500(W) AD(       ) 3
 HK0488
 HK0488.Superseded values are not recommended for survey control.
 HK0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0488.See file dsdata.txt to determine how the superseded data were derived.
 HK0488
 HK0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB0707638518(NAD 83)
 HK0488_MARKER: 72 = CAIRN
 HK0488
 HK0488  HISTORY     - Date     Condition        Report By
 HK0488  HISTORY     - 1945     FIRST OBSERVED   CGS
 HK0488
 HK0488                          STATION DESCRIPTION
 HK0488
 HK0488'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3296 ***********************************************************************
 AB3296  DESIGNATION -  EASTLAKE
 AB3296  PID         -  AB3296
 AB3296  STATE/COUNTY-  CO/ADAMS
 AB3296  USGS QUAD   -  EASTLAKE (1994)
 AB3296
 AB3296                         *CURRENT SURVEY CONTROL
 AB3296  ___________________________________________________________________
 AB3296* NAD 83(1992)-  39 56 31.98093(N)    104 57 32.14606(W)     ADJUSTED  
 AB3296* NAVD 88     -      1593.9    (meters)    5229.     (feet)  GPS OBS   
 AB3296  ___________________________________________________________________
 AB3296  X           -  -1,264,313.794 (meters)                     COMP
 AB3296  Y           -  -4,732,048.747 (meters)                     COMP
 AB3296  Z           -   4,074,080.753 (meters)                     COMP
 AB3296  LAPLACE CORR-          -7.50  (seconds)                    DEFLEC99
 AB3296  ELLIP HEIGHT-        1576.47  (meters)          (12/03/02) GPS OBS
 AB3296  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 AB3296
 AB3296  HORZ ORDER  -  FIRST
 AB3296  ELLP ORDER  -  FOURTH    CLASS II
 AB3296
 AB3296.The horizontal coordinates were established by GPS observations
 AB3296.and adjusted by the National Geodetic Survey in May 1996..
 AB3296
 AB3296.The orthometric height was determined by GPS observations and a
 AB3296.high-resolution geoid model.
 AB3296
 AB3296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3296
 AB3296.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3296
 AB3296.The ellipsoidal height was determined by GPS observations
 AB3296.and is referenced to NAD 83.
 AB3296
 AB3296.The geoid height was determined by GEOID03.
 AB3296
 AB3296;                    North         East     Units Scale Factor Converg.
 AB3296;SPC CO N     -   372,545.858   960,643.235   MT  0.99997126   +0 20 58.6
 AB3296;SPC CO N     - 1,222,260.87  3,151,710.35   sFT  0.99997126   +0 20 58.6
 AB3296;UTM  13      - 4,421,344.702   503,508.722   MT  0.99960015   +0 01 34.9
 AB3296
 AB3296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3296!SPC CO N     -   0.99975275  x   0.99997126  =   0.99972401
 AB3296!UTM  13      -   0.99975275  x   0.99960015  =   0.99935299
 AB3296
 AB3296                          SUPERSEDED SURVEY CONTROL
 AB3296
 AB3296  ELLIP H (05/15/96) 1576.51   (m)                       GP(       ) 3 1
 AB3296
 AB3296.Superseded values are not recommended for survey control.
 AB3296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3296.See file dsdata.txt to determine how the superseded data were derived.
 AB3296
 AB3296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE0350921345(NAD 83)
 AB3296_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AB3296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3296_STAMPING: EASTLAKE 1995
 AB3296_MARK LOGO: CO-001
 AB3296_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3296+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB3296
 AB3296  HISTORY     - Date     Condition        Report By
 AB3296  HISTORY     - 1995     MONUMENTED       CHANCE
 AB3296
 AB3296                          STATION DESCRIPTION
 AB3296
 AB3296'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (FND)
 AB3296'THE STATION IS LOCATED ALONG THE NORTH EDGE OF THE CITY OF THORNTON,
 AB3296'ABOUT 6 MI (9.7 KM) EAST OF BROOMFIELD, 8.5 MI (13.7 KM) SOUTHEAST OF
 AB3296'ERIE, 9.5 MI (15.3 KM) SOUTH OF DACONO, 8 MI (12.9 KM) WEST-SOUTHWEST
 AB3296'OF BRIGHTON, IN THE NORTHWEST 1/4 OF SECTION 25, T 1 S, R 68 W, 6TH
 AB3296'P.M.  OWNERSHIP--UNION PACIFIC RAILROAD$TO REACH THE STATION FROM THE
 AB3296'INTERSECTION OF INTERSTATE HIGHWAY 25 AND STATE HIGHWAY 128 (E.  120TH
 AB3296'AVENUE) , GO EAST ALONG E.  120TH AVENUE (HIGHWAY 128) FOR 0.6 MI (1.0
 AB3296'KM) TO THE INTERSECTION OF WASHINGTON STREET.  TURN LEFT AND GO NORTH
 AB3296'ALONG WASHINGTON STREET FOR 2.0 MI (3.2 KM) TO THE INTERSECTION WITH
 AB3296'E.  136TH AVENUE.  TURN RIGHT AND GO EAST ALONG E.  136TH AVENUE FOR
 AB3296'1.0 MI (1.6 KM) TO THE INTERSECTION WITH YORK STREET.  TURN RIGHT AND
 AB3296'GO SOUTH ALONG YORK STREET FOR 0.05 MI (0.08 KM) TO THE STATION ON THE
 AB3296'LEFT$THE STATION MARK IS A STANDARD ADAMS COUNTY BRASS SURVEY MARK
 AB3296'DISK STAMPED --EASTLAKE 1995-- SET IN THE TOP OF A 24-INCH ROUND
 AB3296'CONCRETE POST FLUSH WITH GROUND LEVEL.  IT IS 236 FT (71.9 M) SOUTH OF
 AB3296'THE CENTERLINE OF E.  136TH AVENUE, 102 FT (31.1 M) EAST OF THE
 AB3296'CENTERLINE OF YORK STREET, 34.8 FT (10.6 M) SOUTHEAST OF THE NEAR RAIL
 AB3296'OF THE UNION PACIFIC RAILROAD TRACKS, 37.7 FT (11.5 M) NORTHWEST OF
 AB3296'THE RAILROAD RIGHT-OF-WAY FENCE, 97.3 FT (29.7 M) WEST-SOUTHWEST OF A
 AB3296'UTILITY POLE, 43.0 FT (13.1 M) NORTH-NORTHWEST OF A METAL AIR VENT
 AB3296'PIPE, AND 2.0 FT (0.6 M) SOUTHEAST OF A CARSONITE WITNESS
 AB3296'POST$DESCRIBED BY F.N. DREXEL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1643 ***********************************************************************
 KK1643  DESIGNATION -  EASTONVILLE CHURCH SPIRE
 KK1643  PID         -  KK1643
 KK1643  STATE/COUNTY-  CO/EL PASO
 KK1643  USGS QUAD   -  EASTONVILLE (1975)
 KK1643
 KK1643                         *CURRENT SURVEY CONTROL
 KK1643  ___________________________________________________________________
 KK1643* NAD 83(1992)-  39 03 33.79295(N)    104 34 00.72491(W)     ADJUSTED  
 KK1643* NAVD 88     -                                                        
 KK1643  ___________________________________________________________________
 KK1643  LAPLACE CORR-          -7.75  (seconds)                    DEFLEC99
 KK1643  GEOID HEIGHT-         -17.61  (meters)                     GEOID03
 KK1643
 KK1643  HORZ ORDER  -  THIRD
 KK1643
 KK1643.The horizontal coordinates were established by classical geodetic methods
 KK1643.and adjusted by the National Geodetic Survey in January 1993..
 KK1643
 KK1643
 KK1643.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1643
 KK1643.The geoid height was determined by GEOID03.
 KK1643
 KK1643;                    North         East     Units Scale Factor Converg.
 KK1643;SPC CO C     -   441,316.055   995,161.505   MT  0.99993617   +0 35 18.7
 KK1643;SPC CO C     - 1,447,884.42  3,264,959.04   sFT  0.99993617   +0 35 18.7
 KK1643;UTM  13      - 4,323,456.103   537,474.358   MT  0.99961729   +0 16 22.6
 KK1643
 KK1643                          SUPERSEDED SURVEY CONTROL
 KK1643
 KK1643  NAD 83(1986)-  39 03 33.78357(N)    104 34 00.71821(W) AD(       ) 4
 KK1643  NAD 27      -  39 03 33.81000(N)    104 33 58.82000(W) AD(       ) 3
 KK1643
 KK1643.Superseded values are not recommended for survey control.
 KK1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1643.See file dsdata.txt to determine how the superseded data were derived.
 KK1643
 KK1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED3747423456(NAD 83)
 KK1643_MARKER: 90 = CHURCH SPIRE
 KK1643
 KK1643  HISTORY     - Date     Condition        Report By
 KK1643  HISTORY     - 1895     FIRST OBSERVED   CGS
 KK1643  HISTORY     - 1935     GOOD             CGS
 KK1643
 KK1643                          STATION DESCRIPTION
 KK1643
 KK1643'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (AWJ)
 KK1643'THE EASTONVILLE PRESBYTERIAN CHURCH BUILT IN THE LATE 80S IS
 KK1643'STILL STANDING.  IT HAS A SPIRE AND IS PROBABLY THE STATION
 KK1643'USED.  THE CHURCH IS AT THE WEST END OF THE TOWN AT THE JUNCTION
 KK1643'OF THE ROAD LEADING INTO EASTONVILLE FROM THE BLACK FOREST TO
 KK1643'THE NORTH AND FROM FALCON TO THE SOUTH.  THERE WAS (ACCORDING
 KK1643'TO MRS. EVANS OF EASTONVILLE AND MR. AYERS WHO LIVES ABOUT 3
 KK1643'MILES SOUTHWEST OF THE TOWN) ANOTHER CHURCH, EPISCOPAL BY
 KK1643'NATURE, WHICH WAS AN OLDER CHURCH.  THIS WAS DESTROYED AND MOVED
 KK1643'ABOUT 20 YEARS AGO AND IS NOW USED AS A BARN ON MR. VAUGHNS
 KK1643'PROPERTY JUST WEST OF EASTONVILLE.  I LOOKED AT THE FORMER
 KK1643'CHURCH BUT IT DID NOT APPEAR TO HAVE EVER HAD A SPIRE.  I AM
 KK1643'SURE THE PRESBYTERIAN CHURCH (WOOD) IS THE STATION.
 KK1643'IT IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0316 ***********************************************************************
 HJ0316  DESIGNATION -  EATON
 HJ0316  PID         -  HJ0316
 HJ0316  STATE/COUNTY-  CO/BACA
 HJ0316  USGS QUAD   -  WALSH (1978)
 HJ0316
 HJ0316                         *CURRENT SURVEY CONTROL
 HJ0316  ___________________________________________________________________
 HJ0316* NAD 83(1992)-  37 23 03.28460(N)    102 19 05.13810(W)     ADJUSTED  
 HJ0316* NAVD 88     -      1213.     (meters)    3980.     (feet)  SCALED    
 HJ0316  ___________________________________________________________________
 HJ0316  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 HJ0316  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 HJ0316
 HJ0316  HORZ ORDER  -  SECOND
 HJ0316
 HJ0316.The horizontal coordinates were established by classical geodetic methods
 HJ0316.and adjusted by the National Geodetic Survey in November 1994..
 HJ0316
 HJ0316.The orthometric height was scaled from a topographic map.
 HJ0316
 HJ0316.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0316
 HJ0316.The geoid height was determined by GEOID03.
 HJ0316
 HJ0316;                    North         East     Units Scale Factor Converg.
 HJ0316;SPC CO S     -   389,239.149 1,196,135.798   MT  0.99997604   +1 57 06.2
 HJ0316;SPC CO S     - 1,277,028.77  3,924,322.20   sFT  0.99997604   +1 57 06.2
 HJ0316;UTM  13      - 4,140,874.829   737,442.316   MT  1.00029453   +1 37 44.8
 HJ0316
 HJ0316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0316!SPC CO S     -   0.99981332  x   0.99997604  =   0.99978937
 HJ0316!UTM  13      -   0.99981332  x   1.00029453  =   1.00010780
 HJ0316
 HJ0316|---------------------------------------------------------------------|
 HJ0316| PID    Reference Object                     Distance      Geod. Az  |
 HJ0316|                                                           dddmmss.s |
 HJ0316| CM8015 EATON RM 3                           17.693 METERS 00227     |
 HJ0316| HJ0314 WALSH HIGH PLAINS GRAIN ELEV        APPROX. 3.2 KM 0814228.4 |
 HJ0316| HJ0315 WALSH MUNICIPAL TANK                APPROX. 3.5 KM 0842439.6 |
 HJ0316| CM8011 EATON AZ MK                                        0931719.9 |
 HJ0316| CM8012 EATON AZ MK 2                                      1204719.5 |
 HJ0316| CM8013 EATON RM 1                           22.401 METERS 15950     |
 HJ0316| CM8014 EATON RM 2                           25.690 METERS 21455     |
 HJ0316| CM8016 EATON RM 4                           25.718 METERS 21457     |
 HJ0316|---------------------------------------------------------------------|
 HJ0316
 HJ0316                          SUPERSEDED SURVEY CONTROL
 HJ0316
 HJ0316  NAD 83(1992)-  37 23 03.28385(N)    102 19 05.13326(W) AD(       ) 2
 HJ0316  NAD 83(1986)-  37 23 03.28646(N)    102 19 05.12550(W) AD(       ) 2
 HJ0316  NAD 27      -  37 23 03.22979(N)    102 19 03.45583(W) AD(       ) 2
 HJ0316
 HJ0316.Superseded values are not recommended for survey control.
 HJ0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0316.See file dsdata.txt to determine how the superseded data were derived.
 HJ0316
 HJ0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB3744240875(NAD 83)
 HJ0316_MARKER: DS = TRIANGULATION STATION DISK
 HJ0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0316
 HJ0316  HISTORY     - Date     Condition        Report By
 HJ0316  HISTORY     - 1953     MONUMENTED       CGS
 HJ0316  HISTORY     - 1974     GOOD             USGS
 HJ0316  HISTORY     - 1975     GOOD             NGS
 HJ0316
 HJ0316                          STATION DESCRIPTION
 HJ0316
 HJ0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HJ0316'THE STATION IS LOCATED IN PASTURE LAND ALONG THE NORTH SIDE
 HJ0316'OF A GRADED DIRT ROAD.  IT IS ABOUT 2 MILES AIRLINE WEST OF
 HJ0316'WALSH, ABOUT 1/4 MILE NORTH OF STATE HIGHWAY 100, AND ABOUT
 HJ0316'16 MILES AIRLINE EAST OF SPRINGFIELD.  MR. C.W. EATON WHO
 HJ0316'OWNS THE LAND LIVES 1-1/2 MILES EAST OF THE STATION.
 HJ0316'
 HJ0316'THE STATION IS A STANDARD DISK, STAMPED EATON 1953 AND SET
 HJ0316'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 HJ0316'3 INCHES.  IT IS 73 FEET NORTH OF A LOCKED PIPE GATE, 102 FEET
 HJ0316'NORTH OF THE CENTERLINE OF THE ROAD, 25 FEET WEST OF THE
 HJ0316'CENTERLINE OF A TRACK ROAD, AND 7 FEET EAST OF A WHITE WITNESS
 HJ0316'POST.
 HJ0316'
 HJ0316'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EATON NO 1 1953
 HJ0316'AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 HJ0316'PROJECTS 4 INCHES.  IT IS 30 FEET NORTH OF THE CENTERLINE OF
 HJ0316'A ROAD, 4 FEET WEST OF A PIPE GATE, AND ABOUT THE SAME ELEVATION
 HJ0316'AS THE STATION.
 HJ0316'
 HJ0316'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED EATON NO 2 1953
 HJ0316'AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HJ0316'THAT PROJECTS 4 INCHES.  IT IS 30 FEET NORTH OF THE CENTER LINE
 HJ0316'OF THE ROAD, AND ABOUT 1 FOOT LOWER THAN THE STATION.
 HJ0316'
 HJ0316'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED EATON 1953 AND
 HJ0316'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 HJ0316'PROJECTS 6 INCHES.  IT IS 42 FEET SOUTH OF THE CENTERLINE OF
 HJ0316'THE ROAD, AND 1-1/2 FEET WEST OF A POWERLINE POLE.  TO REACH
 HJ0316'THE MARK FROM THE STATION GO EAST ON THE DIRT ROAD FOR 0.45
 HJ0316'MILE TO THE MARK ON THE RIGHT.
 HJ0316'
 HJ0316'TO REACH THE STATION FROM THE COLORADO STATE BANK IN WALSH
 HJ0316'GO NORTH FOR 0.05 MILE TO STATE HIGHWAY 100.  TURN LEFT, WESTERLY,
 HJ0316'AND GO 0.85 MILE TO A CROSSROAD.  TURN RIGHT AND GO 0.05 MILE
 HJ0316'TO A CROSSROAD.  TURN LEFT, WEST, AND GO 1.5 MILES TO THE TOP
 HJ0316'OF A GRADE AND THE STATION ON THE RIGHT.
 HJ0316'
 HJ0316'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 HJ0316
 HJ0316                          STATION RECOVERY (1974)
 HJ0316
 HJ0316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JEP)
 HJ0316'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  R.M. 2 HAS
 HJ0316'BEEN DESTROYED AND R.M. 1 IS EITHER BURIED OR DESTROYED.  THE
 HJ0316'AZIMUTH MARK WAS NOT SEARCHED FOR.
 HJ0316
 HJ0316                          STATION RECOVERY (1975)
 HJ0316
 HJ0316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 HJ0316'STATION MARK RECOVERED IN GOOD CONDITION.  REFERENCE MARK NUMBER 2
 HJ0316'MONUMENT FOUND STILL SOLID IN GROUND BUT DISK WAS GONE.  REFERENCE
 HJ0316'MARK NUMBER 1 AND THE AZIMUTH MARK WERE NOT FOUND.  A REFERENCE
 HJ0316'MARK NUMBER 3 AND NUMBER 4 AND AZIMUTH MARK WERE ESTABLISHED AT
 HJ0316'THIS TIME.
 HJ0316'
 HJ0316'STATION IS REACHED FROM THE COLORADO STATE BANK IN WALSH.  GO
 HJ0316'NORTH ON THE MAIN STREET OF TOWN FOR 0.05 MILE TO THE JUNCTION
 HJ0316'WITH U.S. HIGHWAY 160.  TURN LEFT AND GO WESTERLY ON HIGHWAY 160
 HJ0316'FOR 2.1 MILES TO A GRAVELED CROSSROAD.  TURN LEFT AND GO NORTH,
 HJ0316'CROSSING A RAILROAD TRACK FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 HJ0316'LEFT.  CONTINUE NORTH ON ROAD FOR 0.1 MILE TO AN EAST-WEST
 HJ0316'GRAVELED ROAD.  TURN LEFT AND GO WEST ON THE GRAVELED ROAD FOR
 HJ0316'0.25 MILE TO THE TOP OF A RISE, HOUSE ON LEFT, A LARGE
 HJ0316'GRAINERY AND STATION ON THE RIGHT.
 HJ0316'
 HJ0316'STATION MARK DISK IS STAMPED EATON 1953, SET IN THE TOP OF A SQUARE
 HJ0316'CONCRETE MONUMENT PROJECTING 1 INCH.  MARK IS 100 FEET NORTH OF
 HJ0316'THE EAST-WEST GRAVELED ROAD, 35.6 FEET WEST OF THE GRAINERY DRIVE
 HJ0316'THROUGH DOOR CENTER AND 19.9 FEET NORTH OF AN ELECTRIC METER POLE.
 HJ0316'
 HJ0316'REFERENCE MARK NUMBER 3 IS A REFERENCE MARK DISK, STAMPED EATON
 HJ0316'1953 NO 3 1975, CLAMPED TO THE TOP OF A COPPER COVERED STEEL ROD
 HJ0316'WHICH IS ATTACHED TO AN OCTAGON SHAPED STEEL PLATE THAT IS BURRIED
 HJ0316'IN THE GROUND.  MARK IS 72 FEET NORTHWEST OF THE CENTER OF THE
 HJ0316'GRAINERY DOOR AND 6 FEET SOUTH OF THE SOUTH EDGE OF A SMALL METAL
 HJ0316'BUILDING HOUSING A WEIGHT SCALE.
 HJ0316'
 HJ0316'REFERENCE MARK NUMBER 4 IS A REFERENCE MARK DISK, STAMPED EATON
 HJ0316'1953 NO 4 1975, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 HJ0316'PROJECTING 2 INCHES.  MARK IS 73.1 FEET SOUTHWEST OF THE METER POLE
 HJ0316'AND 34 FEET NORTH OF THE EAST-WEST GRAVELED ROAD.
 HJ0316'
 HJ0316'AZIMUTH MARK IS A REFERENCE MARK DISK, STAMPED EATON 1953 AZ 2
 HJ0316'1975, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 HJ0316'GROUND SURFACE.  MARK IS 35 FEET WEST OF A NORTH-SOUTH GRAVELED
 HJ0316'ROAD, 3 FEET NORTH OF A METAL WITNESS POST AND 1 FOOT EAST OF A
 HJ0316'NORTH-SOUTH FENCELINE.
 HJ0316'
 HJ0316'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.3 MILES
 HJ0316'WEST OF WALSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1261 ***********************************************************************
 LL1261  DESIGNATION -  EATON SUGAR FACTORY CHIMNEY
 LL1261  PID         -  LL1261
 LL1261  STATE/COUNTY-  CO/WELD
 LL1261  USGS QUAD   -  EATON (1975)
 LL1261
 LL1261                         *CURRENT SURVEY CONTROL
 LL1261  ___________________________________________________________________
 LL1261* NAD 83(1992)-  40 31 34.59357(N)    104 42 26.27866(W)     ADJUSTED  
 LL1261* NAVD 88     -                                                        
 LL1261  ___________________________________________________________________
 LL1261  LAPLACE CORR-          -6.74  (seconds)                    DEFLEC99
 LL1261  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 LL1261
 LL1261  HORZ ORDER  -  THIRD
 LL1261
 LL1261.The horizontal coordinates were established by classical geodetic methods
 LL1261.and adjusted by the National Geodetic Survey in January 1993..
 LL1261
 LL1261
 LL1261.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1261
 LL1261.The geoid height was determined by GEOID03.
 LL1261
 LL1261;                    North         East     Units Scale Factor Converg.
 LL1261;SPC CO N     -   437,555.896   981,568.024   MT  0.99996838   +0 30 43.9
 LL1261;SPC CO N     - 1,435,547.97  3,220,361.09   sFT  0.99996838   +0 30 43.9
 LL1261;UTM  13      - 4,486,212.518   524,791.969   MT  0.99960757   +0 11 24.7
 LL1261
 LL1261                          SUPERSEDED SURVEY CONTROL
 LL1261
 LL1261  NAD 83(1986)-  40 31 34.57792(N)    104 42 26.25630(W) AD(       ) 4
 LL1261  NAD 27      -  40 31 34.69200(N)    104 42 24.78300(W) AD(       ) 3
 LL1261
 LL1261.Superseded values are not recommended for survey control.
 LL1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1261.See file dsdata.txt to determine how the superseded data were derived.
 LL1261
 LL1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE2479286213(NAD 83)
 LL1261_MARKER: 85 = CHIMNEY
 LL1261
 LL1261  HISTORY     - Date     Condition        Report By
 LL1261  HISTORY     - 1912     FIRST OBSERVED   CGS
 LL1261  HISTORY     - 1974     GOOD             NGS
 LL1261  HISTORY     - 20060722 GOOD             INDIV
 LL1261
 LL1261                          STATION DESCRIPTION
 LL1261
 LL1261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (JVD)
 LL1261'NO ORIGINAL DESCRIPTION AVAILABLE.  THE STATION IS A TALL WHITE
 LL1261'CHIMNEY ON THE PREMISES OF THE GREAT WESTERN SUGAR CO. IN EATON.
 LL1261'
 LL1261'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT EATON.
 LL1261
 LL1261                          STATION RECOVERY (2006)
 LL1261
 LL1261'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (CWD)
 LL1261'BUILDING NOW UNUSED, IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1377 ***********************************************************************
 JK1377  CBN         -  This is a Cooperative Base Network Control Station.
 JK1377  DESIGNATION -  EAVES
 JK1377  PID         -  JK1377
 JK1377  STATE/COUNTY-  CO/FREMONT
 JK1377  USGS QUAD   -  MC INTYRE HILLS (1980)
 JK1377
 JK1377                         *CURRENT SURVEY CONTROL
 JK1377  ___________________________________________________________________
 JK1377* NAD 83(1992)-  38 29 08.67280(N)    105 23 37.26260(W)     ADJUSTED  
 JK1377* NAVD 88     -      1760.9    (meters)    5777.     (feet)  GPS OBS   
 JK1377  ___________________________________________________________________
 JK1377  X           -  -1,327,360.855 (meters)                     COMP
 JK1377  Y           -  -4,821,028.899 (meters)                     COMP
 JK1377  Z           -   3,948,876.838 (meters)                     COMP
 JK1377  LAPLACE CORR-          -8.84  (seconds)                    DEFLEC99
 JK1377  ELLIP HEIGHT-        1745.37  (meters)          (12/03/02) GPS OBS
 JK1377  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 JK1377
 JK1377  HORZ ORDER  -  B
 JK1377  ELLP ORDER  -  FOURTH    CLASS II
 JK1377
 JK1377.The horizontal coordinates were established by GPS observations
 JK1377.and adjusted by the National Geodetic Survey in September 1993..
 JK1377
 JK1377.The orthometric height was determined by GPS observations and a
 JK1377.high-resolution geoid model.
 JK1377
 JK1377.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1377
 JK1377.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1377
 JK1377.The ellipsoidal height was determined by GPS observations
 JK1377.and is referenced to NAD 83.
 JK1377
 JK1377.The geoid height was determined by GEOID03.
 JK1377
 JK1377;                    North         East     Units Scale Factor Converg.
 JK1377;SPC CO C     -   377,228.560   923,677.825   MT  0.99999317   +0 04 01.4
 JK1377;SPC CO C     - 1,237,624.03  3,030,433.00   sFT  0.99999317   +0 04 01.4
 JK1377;UTM  13      - 4,259,784.798   465,664.760   MT  0.99961452   -0 14 42.0
 JK1377
 JK1377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1377!SPC CO C     -   0.99972622  x   0.99999317  =   0.99971939
 JK1377!UTM  13      -   0.99972622  x   0.99961452  =   0.99934084
 JK1377
 JK1377                          SUPERSEDED SURVEY CONTROL
 JK1377
 JK1377.No superseded survey control is available for this station.
 JK1377
 JK1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC6566559785(NAD 83)
 JK1377_MARKER: I = METAL ROD
 JK1377_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JK1377_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JK1377_STAMPING: EAVES 1992
 JK1377_MARK LOGO: NGS   
 JK1377_PROJECTION: FLUSH
 JK1377_MAGNETIC: I = MARKER IS A STEEL ROD
 JK1377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK1377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1377+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1994
 JK1377_ROD/PIPE-DEPTH: 2.7  meters
 JK1377_SLEEVE-DEPTH  : 0.9 meters
 JK1377
 JK1377  HISTORY     - Date     Condition        Report By
 JK1377  HISTORY     - 1992     MONUMENTED       NGS
 JK1377  HISTORY     - 19940312 GOOD             MSAM
 JK1377
 JK1377                          STATION DESCRIPTION
 JK1377
 JK1377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 JK1377'STATION IS LOCATED ABOUT 8 MI (12.9 KM) WEST-NORTHWEST OF CANON CITY,
 JK1377'4 MI (6.4 KM) WEST-NORTHWEST OF THE ROYAL GORGE BRIDGE, 0.5 MI
 JK1377'(0.8 KM) EAST OF PARKDALE AND ON THE SOUTH SIDE OF THE ARKANSAS
 JK1377'RIVER.  IT IS AT U.S.  HIGHWAY 50 MILEPOST 266.32 AND IN T 18 S, R 72
 JK1377'W.  OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION RIGHT-OF-WAY.
 JK1377'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 50 AND
 JK1377'COLORADO STATE HIGHWAY 9, WEST OF CANON CITY, GO WEST ON U.S.
 JK1377'HIGHWAY 50 FOR 2.85 MI (4.59 KM) TO THE STATION ON THE RIGHT.
 JK1377'STATION MARK IS A PUNCH HOLE TOP CENTER IN A STEEL ROD ENCASED IN A
 JK1377'PVC PIPE WITH A LOGO CAP SET IN A 2.0 FT (0.6 M) CONCRETE POST FLUSH
 JK1377'WITH THE GROUND.  IT IS 6.0 FT (1.8 M) NORTH-NORTHWEST OF A WITNESS
 JK1377'POST AND NORTHERN RIGHT-OF-WAY FENCE, 59.2 FT (18.0 M)
 JK1377'NORTH-NORTHWEST OF THE CENTER LINE OF U.S.  HIGHWAY 50, 77.0 FT
 JK1377'(23.5 M) SOUTH-SOUTHEAST OF THE SOUTHERN TOP EDGE OF THE ARKANSAS
 JK1377'RIVER BANK, AND 266.5 FT (81.2 M) WEST OF A 6 FT (1.8 M) TALL LONE
 JK1377'ROCK ON THE NORTHSIDE OF THE RIGHT-OF-WAY FENCE.
 JK1377
 JK1377                          STATION RECOVERY (1994)
 JK1377
 JK1377'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1994 (KCH)
 JK1377'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0258 ***********************************************************************
 KM0258  DESIGNATION -  EBLER
 KM0258  PID         -  KM0258
 KM0258  STATE/COUNTY-  CO/GARFIELD
 KM0258  USGS QUAD   -  BULL FORK (1973)
 KM0258
 KM0258                         *CURRENT SURVEY CONTROL
 KM0258  ___________________________________________________________________
 KM0258* NAD 83(1992)-  39 44 35.84172(N)    108 17 43.54590(W)     ADJUSTED  
 KM0258* NAVD 88     -      2321.1    (meters)    7615.     (feet)  VERTCON   
 KM0258  ___________________________________________________________________
 KM0258  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 KM0258  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 KM0258
 KM0258  HORZ ORDER  -  THIRD
 KM0258
 KM0258.The horizontal coordinates were established by classical geodetic methods
 KM0258.and adjusted by the National Geodetic Survey in January 1993..
 KM0258
 KM0258.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0258
 KM0258.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0258
 KM0258.The geoid height was determined by GEOID03.
 KM0258
 KM0258;                    North         East     Units Scale Factor Converg.
 KM0258;SPC CO C     -   520,513.049   674,835.951   MT  0.99999868   -1 45 47.0
 KM0258;SPC CO C     - 1,707,716.56  2,214,024.28   sFT  0.99999868   -1 45 47.0
 KM0258;UTM  12      - 4,402,763.813   731,739.396   MT  1.00026121   +1 43 47.8
 KM0258
 KM0258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0258!SPC CO C     -   0.99963850  x   0.99999868  =   0.99963718
 KM0258!UTM  12      -   0.99963850  x   1.00026121  =   0.99989962
 KM0258
 KM0258:                Primary Azimuth Mark                     Grid Az
 KM0258:SPC CO C     -  WILLOW                                   158 06 21.6
 KM0258:UTM  12      -  WILLOW                                   154 36 46.8
 KM0258
 KM0258|---------------------------------------------------------------------|
 KM0258| PID    Reference Object                     Distance      Geod. Az  |
 KM0258|                                                           dddmmss.s |
 KM0258| KM0257 WILLOW                              APPROX. 7.4 KM 1562034.6 |
 KM0258|---------------------------------------------------------------------|
 KM0258
 KM0258                          SUPERSEDED SURVEY CONTROL
 KM0258
 KM0258  NAD 83(1986)-  39 44 35.83567(N)    108 17 43.53977(W) AD(       ) 3
 KM0258  NAD 27      -  39 44 35.92837(N)    108 17 41.22827(W) AD(       ) 3
 KM0258  NGVD 29 (07/19/86) 2319.8    (m)         7611.     (f) VERT ANG       
 KM0258
 KM0258.Superseded values are not recommended for survey control.
 KM0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0258.See file dsdata.txt to determine how the superseded data were derived.
 KM0258
 KM0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYK3173902764(NAD 83)
 KM0258_MARKER: DD = SURVEY DISK
 KM0258_SETTING: 0 = UNSPECIFIED SETTING
 KM0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0258
 KM0258  HISTORY     - Date     Condition        Report By
 KM0258  HISTORY     - 1950     MONUMENTED       USGS
 KM0258
 KM0258                          STATION DESCRIPTION
 KM0258
 KM0258'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KM0258'LOCATED ABOUT 9.0 MI. (AIRLINE) S. OF PICEANCE ROAD AND ABOUT 18.0
 KM0258'MI. (AIRLINE) E. OF CATHEDRAL BLUFF RIDGE.  ON A BRUSH COVERED RIDGE
 KM0258'ABOUT 1.50 MI. N. OF HIGHEST PART OF RIDGE, 300 FT. N. OF RD. FROM
 KM0258'EBLERS RANCH.
 KM0258'
 KM0258'TO REACH FROM INTERSECTION OF PICEANCE ROAD ON STATE HIGHWAY 13 AT RIO
 KM0258'BLANCO, COLORADO, PROCEED W. ON PICEANCE ROAD FOR 19.9 MI. TO GATE AND
 KM0258'RD. S. FROM PICEANCE ROAD, PASS THROUGH GATE AND CONTINUE S. ON MAIN
 KM0258'TRAVELED RD. 2.3 MI., PASSING THROUGH MAGLES RANCH TO A RD. FORK, TAKE
 KM0258'RIGHT FORK AND CONTINUE 6.4 MI. TO A RD. FORK, TAKE RIGHT FORK PASSING
 KM0258'THROUGH GATE AND ACROSS CREEK, CONTINUE ON MAIN TRAVELED RD. FOR 0.5
 KM0258'MI. TO A RD. FORK, TAKE RIGHT FORK AND TRAVEL UP CANYON AND ALONG
 KM0258'RIDGE TOP 2.0 MI. TO STATION SITE.
 KM0258'
 KM0258'STATION MARK--STANDARD USGS TABLET, STAMPED ---EBLER 1950---, CEMENTED
 KM0258'IN A CONCRETE MONUMENT, PROTRUDING 4 IN. ABOVE GROUND SURFACE.
 KM0258'
 KM0258'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE TABLET, CEMENTED IN A
 KM0258'CONCRETE MONUMENT, STAMPED ---NO. 1---, 80.30 FT. FROM STATION MARK
 KM0258'AND PROTRUDING 4 IN. ABOVE GROUND, N 25 DEG 45 MIN E.
 KM0258'
 KM0258'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE TABLET, CEMENTED IN A
 KM0258'CONCRETE MONUMENT, STAMPED ---NO. 2---, 63.25 FT. FROM STATION MARK
 KM0258'AND PROTRUDING 4 IN. ABOVE GROUND, S 65 DEG 09 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0522 ***********************************************************************
 HL0522  DESIGNATION -  ECHO
 HL0522  PID         -  HL0522
 HL0522  STATE/COUNTY-  CO/ARCHULETA
 HL0522  USGS QUAD   -  SERVICEBERRY MOUNTAIN (1984)
 HL0522
 HL0522                         *CURRENT SURVEY CONTROL
 HL0522  ___________________________________________________________________
 HL0522* NAD 83(1992)-  37 13 16.34854(N)    106 59 13.29709(W)     ADJUSTED  
 HL0522* NAVD 88     -      2226.6    (meters)    7305.     (feet)  VERTCON   
 HL0522  ___________________________________________________________________
 HL0522  LAPLACE CORR-           8.00  (seconds)                    DEFLEC99
 HL0522  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 HL0522
 HL0522  HORZ ORDER  -  FIRST
 HL0522
 HL0522.The horizontal coordinates were established by classical geodetic methods
 HL0522.and adjusted by the National Geodetic Survey in January 1993..
 HL0522
 HL0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0522
 HL0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0522
 HL0522.The geoid height was determined by GEOID03.
 HL0522
 HL0522;                    North         East     Units Scale Factor Converg.
 HL0522;SPC CO S     -   367,396.436   782,428.780   MT  1.00000222   -0 54 43.6
 HL0522;SPC CO S     - 1,205,366.47  2,567,018.42   sFT  1.00000222   -0 54 43.6
 HL0522;UTM  13      - 4,121,261.699   323,706.068   MT  0.99998286   -1 12 08.1
 HL0522
 HL0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0522!SPC CO S     -   0.99965345  x   1.00000222  =   0.99965566
 HL0522!UTM  13      -   0.99965345  x   0.99998286  =   0.99963631
 HL0522
 HL0522|---------------------------------------------------------------------|
 HL0522| PID    Reference Object                     Distance      Geod. Az  |
 HL0522|                                                           dddmmss.s |
 HL0522| CM6379 ECHO RM 1                            10.961 METERS 05752     |
 HL0522| CM6378 ECHO AZ MK                                         1601232.0 |
 HL0522| CM6380 ECHO RM 2                             8.314 METERS 18610     |
 HL0522|---------------------------------------------------------------------|
 HL0522
 HL0522                          SUPERSEDED SURVEY CONTROL
 HL0522
 HL0522  NAD 83(1986)-  37 13 16.34718(N)    106 59 13.30059(W) AD(       ) 1
 HL0522  NAD 27      -  37 13 16.32490(N)    106 59 11.16280(W) AD(       ) 1
 HL0522  NGVD 29 (07/19/86) 2225.2    (m)         7301.     (f) VERT ANG       
 HL0522
 HL0522.Superseded values are not recommended for survey control.
 HL0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0522.See file dsdata.txt to determine how the superseded data were derived.
 HL0522
 HL0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB2370621262(NAD 83)
 HL0522_MARKER: DS = TRIANGULATION STATION DISK
 HL0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0522
 HL0522  HISTORY     - Date     Condition        Report By
 HL0522  HISTORY     - 1958     MONUMENTED       CGS
 HL0522
 HL0522                          STATION DESCRIPTION
 HL0522
 HL0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 HL0522'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH-SOUTHEAST OF PAGOSA
 HL0522'SPRINGS AND 0.1 MILE WEST OF U.S. HIGHWAY 84, ON A LOW PARTLY
 HL0522'TIMBERED RIDGE THAT RUNS NORTHEAST AND SOUTHWEST ON LAND OWNED
 HL0522'BY MR. EARL ADAMS.
 HL0522'
 HL0522'REACHED FROM THE COURTHOUSE IN PAGOSA SPRINGS BY GOING EAST
 HL0522'ON U.S. HIGHWAY 160 AND 84 FOR 1.0 MILE TO JUNCTION OF U.S.
 HL0522'HIGHWAY 84, TURN RIGHT AND FOLLOW HIGHWAY 84 FOR 1.5 MILE
 HL0522'TO SMALL BRIDGE OVER MILL CREEK, CONTINUE ON HIGHWAY 84 FOR
 HL0522'2.15 MILES TO A SIDE ROAD LEFT AND WIRE GATE ON THE RIGHT,
 HL0522'(TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE ON HIGHWAY
 HL0522'84 FOR 0.6 MILE TO THE MARK ON THE LEFT), TURN RIGHT THROUGH
 HL0522'GATE AND ANGLE SOUTHWESTERLY UP SIDE OF RIDGE FOR 0.1 MILE TO
 HL0522'TOP OF RIDGE AND STATION.
 HL0522'
 HL0522'STATION MARK IS A STANDARD DISK, STAMPED ECHO 1958, SET IN THE
 HL0522'TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING 3 INCHES.
 HL0522'IT IS 33 FEET NORTHEAST OF A TRIANGLE BLAZE ON THE EAST SIDE
 HL0522'OF A 12-INCH SPRUCE TREE.  A WHITE WITNESS POST WAS SET 3
 HL0522'FEET NORTH OF THE MARK.
 HL0522'
 HL0522'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED ECHO NO 1 1958,
 HL0522'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK MEASURING 2
 HL0522'FEET LONG, 2 FEET WIDE AND PROJECTING 6 INCHES.  IT IS 63 FEET
 HL0522'NORTHEAST OF THE TRIANGLE BLAZE.
 HL0522'
 HL0522'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED ECHO NO 2 1958,
 HL0522'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK MEASURING 10
 HL0522'INCHES LONG, 6 INCHES WIDE AND PROJECTING 2 INCHES.  IT IS
 HL0522'24 FEET EAST OF THE TRIANGLE BLAZE.
 HL0522'
 HL0522'AZIMUTH MARK IS A STANDARD DISK, STAMPED ECHO 1958, SET IN
 HL0522'THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING 6 INCHES.
 HL0522'IT IS 39 FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 84, 4
 HL0522'FEET NORTH OF A TELEPHONE LINE POLE AND 1 FOOT NORTHWEST OF
 HL0522'A ROAD RIGHT-OF-WAY FENCE.  A WHITE WITNESS POST WAS SET 2
 HL0522'FEET SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0590 ***********************************************************************
 LN0590  DESIGNATION -  ECHO
 LN0590  PID         -  LN0590
 LN0590  STATE/COUNTY-  CO/MOFFAT
 LN0590  USGS QUAD   -  JONES HOLE (1977)
 LN0590
 LN0590                         *CURRENT SURVEY CONTROL
 LN0590  ___________________________________________________________________
 LN0590* NAD 83(1992)-  40 33 20.47383(N)    109 00 44.87806(W)     ADJUSTED  
 LN0590* NAVD 88     -      2433.9    (meters)    7985.     (feet)  VERTCON   
 LN0590  ___________________________________________________________________
 LN0590  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 LN0590  GEOID HEIGHT-         -15.44  (meters)                     GEOID03
 LN0590
 LN0590  HORZ ORDER  -  FIRST
 LN0590
 LN0590.The horizontal coordinates were established by classical geodetic methods
 LN0590.and adjusted by the National Geodetic Survey in November 1997..
 LN0590
 LN0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0590
 LN0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0590
 LN0590.The geoid height was determined by GEOID03.
 LN0590
 LN0590;                    North         East     Units Scale Factor Converg.
 LN0590;SPC CO N     -   446,412.640   616,990.692   MT  0.99997098   -2 16 10.3
 LN0590;SPC CO N     - 1,464,605.47  2,024,243.63   sFT  0.99997098   -2 16 10.3
 LN0590;SPC UT C     - 2,249,660.160   710,656.410   MT  0.99997790   +1 35 36.5
 LN0590;SPC UT N     - 1,027,707.756   710,665.745   MT  1.00002988   +1 38 24.6
 LN0590;UTM  12      - 4,491,334.134   668,277.359   MT  0.99994857   +1 17 33.3
 LN0590
 LN0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0590!SPC CO N     -   0.99962076  x   0.99997098  =   0.99959175
 LN0590!SPC UT C     -   0.99962076  x   0.99997790  =   0.99959867
 LN0590!SPC UT N     -   0.99962076  x   1.00002988  =   0.99965063
 LN0590!UTM  12      -   0.99962076  x   0.99994857  =   0.99956935
 LN0590
 LN0590|---------------------------------------------------------------------|
 LN0590| PID    Reference Object                     Distance      Geod. Az  |
 LN0590|                                                           dddmmss.s |
 LN0590| CP4892 ECHO RM 1                             6.772 METERS 24348     |
 LN0590| CP4893 ECHO RM 2                             6.535 METERS 33400     |
 LN0590| CP4891 ECHO AZ MK                                         3364907.1 |
 LN0590|---------------------------------------------------------------------|
 LN0590
 LN0590                          SUPERSEDED SURVEY CONTROL
 LN0590
 LN0590  NAD 83(1992)-  40 33 20.47090(N)    109 00 44.87093(W) AD(       ) 1
 LN0590  NAD 83(1992)-  40 33 20.45849(N)    109 00 44.86734(W) AD(       ) 1
 LN0590  NAD 83(1986)-  40 33 20.45809(N)    109 00 44.86731(W) AD(       ) 1
 LN0590  NAD 27      -  40 33 20.58800(N)    109 00 42.44000(W) AD(       ) 1
 LN0590  NGVD 29 (07/19/86) 2432.6    (m)         7981.     (f) VERT ANG       
 LN0590
 LN0590.Superseded values are not recommended for survey control.
 LN0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0590.See file dsdata.txt to determine how the superseded data were derived.
 LN0590
 LN0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK6827791334(NAD 83)
 LN0590_MARKER: DS = TRIANGULATION STATION DISK
 LN0590_SETTING: 66 = SET IN ROCK OUTCROP
 LN0590
 LN0590  HISTORY     - Date     Condition        Report By
 LN0590  HISTORY     - 1946     MONUMENTED       CGS
 LN0590
 LN0590                          STATION DESCRIPTION
 LN0590
 LN0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LN0590'STATION IS LOCATED ABOUT 28 MILES AIRLINE EAST-NORTHEAST OF
 LN0590'VERNAL, ABOUT 21 MILES AIRLINE NORTHEAST OF JENSEN, ABOUT
 LN0590'2.5 MILES NORTHWEST OF THE JUNCTION OF THE GREEN AND YAMPA
 LN0590'RIVERS, ON THE EXTREME SOUTHEASTERN END OF WILD MOUNTAIN.
 LN0590'STATION MARK IS A BRONZE DISK STAMPED ECHO 1946, SET IN
 LN0590'BEDROCK FLUSH WITH GROUND LEVEL, 5 FEET NORTH OF EDGE OF
 LN0590'CLIFF, 5 FEET SOUTH OF A 6 FOOT ROCK CAIRN.
 LN0590'
 LN0590'REFERENCE MARK NO. 1 IS A BRONZE DISK STAMPED ECHO NO 1 1946,
 LN0590'SET IN BEDROCK FLUSH WITH GROUND LEVEL, 28 FEET SOUTHWEST
 LN0590'OF ROCK CAIRN, 6 FEET WEST OF EDGE OF CLIFF, SOUTHWEST OF AND
 LN0590'2 FEET LOWER THAN STATION MARK.
 LN0590'
 LN0590'REFERENCE MARK NO. 2 IS A BRONZE DISK STAMPED ECHO NO 2 1946,
 LN0590'SET IN BEDROCK FLUSH WITH GROUND LEVEL, 20 FEET NORTHWEST
 LN0590'OF ROCK CAIRN, 10 FEET SOUTH OF EDGE OF CLIFF, NORTHWEST OF
 LN0590'AND 1 FOOT LOWER THAN STATION MARK.
 LN0590'
 LN0590'AZIMUTH MARK IS A BRONZE DISK STAMPED ECHO 1946, SET IN
 LN0590'BEDROCK FLUSH WITH GROUND LEVEL ON FIRST BARE SPOT ON RIDGE
 LN0590'NORTHWEST OF STATION, 8 FEET WEST OF EDGE OF RIM AND 25 FEET
 LN0590'EAST OF AN OLD FENCE LINE.
 LN0590'
 LN0590'TO REACH STATION FROM VERNAL.  GO NORTH ON HIGHWAY 44 FOR 0.5
 LN0590'MILE TO CROSSROAD.  TURN RIGHT, GO 5.2 MILES TO FORK JUST
 LN0590'AFTER CROSSING WOODEN BRIDGE.  TURN LEFT, FOLLOW MAIN GRADED
 LN0590'ROAD 16.1 MILES TO FORK AT TOP OF MOUNTAIN.  KEEP TO LEFT ON MAIN
 LN0590'ROAD, GO 4.5 MILES TO FORK.  TURN RIGHT, EAST, GO 2.3 MILES
 LN0590'TO ROAD LEFT AT CABIN ON LEFT.  CONTINUE STRAIGHT AHEAD 4.5
 LN0590'MILES TO FORK.  TAKE LEFT HAND ROAD, GO 1.1 MILES TO TOP
 LN0590'OF STEEP GRADE AND END OF TRUCK TRAVEL FOR A TWO WHEEL DRIVE
 LN0590'VEHICLE.  FROM HERE CONTINUE DOWN GRADE ON ROCKY ROAD 0.2
 LN0590'MILE TO CABIN AND SPRING ON LEFT.  CONTINUE ON DIM ROAD TO
 LN0590'RIGHT 2.6 MILES TO BASE OF MOUNTAIN.  TURN RIGHT,
 LN0590'SOUTHWEST, GO 0.7 MILE TO SADDLE.  FOLLOW DIM ROAD AROUND
 LN0590'BASE OF MOUNTAIN 1.2 MILES TO ANOTHER SADDLE.  TURN RIGHT,
 LN0590'FOLLOW EDGE OF RIM AND TOP OF RIDGE SOUTH THEN EAST 2.3
 LN0590'MILES TO EXTREME SOUTHEASTERN END OF RIDGE AND STATION
 LN0590'SITE.  A FOUR WHEEL DRIVE TRUCK WAS DRIVEN TO THE
 LN0590'STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2153 ***********************************************************************
 KK2153  DESIGNATION -  ECKHARDT
 KK2153  PID         -  KK2153
 KK2153  STATE/COUNTY-  CO/DOUGLAS
 KK2153  USGS QUAD   -  SEDALIA (1994)
 KK2153
 KK2153                         *CURRENT SURVEY CONTROL
 KK2153  ___________________________________________________________________
 KK2153* NAD 83(1992)-  39 27 00.94052(N)    104 52 36.20841(W)     ADJUSTED  
 KK2153* NAVD 88     -      1961.3    (meters)    6435.     (feet)  GPS OBS   
 KK2153  ___________________________________________________________________
 KK2153  X           -  -1,266,555.371 (meters)                     COMP
 KK2153  Y           -  -4,767,858.799 (meters)                     COMP
 KK2153  Z           -   4,032,276.394 (meters)                     COMP
 KK2153  LAPLACE CORR-          -6.42  (seconds)                    DEFLEC99
 KK2153  ELLIP HEIGHT-        1944.39  (meters)          (12/03/02) GPS OBS
 KK2153  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 KK2153
 KK2153  HORZ ORDER  -  FIRST
 KK2153  ELLP ORDER  -  FOURTH    CLASS II
 KK2153
 KK2153.The horizontal coordinates were established by GPS observations
 KK2153.and adjusted by the National Geodetic Survey in November 1993..
 KK2153
 KK2153.The orthometric height was determined by GPS observations and a
 KK2153.high-resolution geoid model.
 KK2153
 KK2153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK2153
 KK2153.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2153
 KK2153.The ellipsoidal height was determined by GPS observations
 KK2153.and is referenced to NAD 83.
 KK2153
 KK2153.The geoid height was determined by GEOID03.
 KK2153
 KK2153;                    North         East     Units Scale Factor Converg.
 KK2153;SPC CO C     -   484,477.775   968,047.206   MT  0.99995444   +0 23 35.1
 KK2153;SPC CO C     - 1,589,490.83  3,176,001.54   sFT  0.99995444   +0 23 35.1
 KK2153;UTM  13      - 4,366,751.745   510,606.653   MT  0.99960139   +0 04 42.0
 KK2153
 KK2153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2153!SPC CO C     -   0.99969504  x   0.99995444  =   0.99964950
 KK2153!UTM  13      -   0.99969504  x   0.99960139  =   0.99929655
 KK2153
 KK2153                          SUPERSEDED SURVEY CONTROL
 KK2153
 KK2153  ELLIP H (11/02/93) 1944.45   (m)                       GP(       ) 3 2
 KK2153
 KK2153.Superseded values are not recommended for survey control.
 KK2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2153.See file dsdata.txt to determine how the superseded data were derived.
 KK2153
 KK2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED1060766752(NAD 83)
 KK2153_MARKER: I = METAL ROD
 KK2153_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KK2153_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KK2153_STAMPING: ECKHARDT 1992
 KK2153_MARK LOGO: NGS   
 KK2153_PROJECTION: FLUSH
 KK2153_MAGNETIC: I = MARKER IS A STEEL ROD
 KK2153_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK2153+STABILITY: POSITION/ELEVATION WELL
 KK2153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK2153+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1994
 KK2153_ROD/PIPE-DEPTH: 8    meters
 KK2153_SLEEVE-DEPTH  : 1 meters
 KK2153
 KK2153  HISTORY     - Date     Condition        Report By
 KK2153  HISTORY     - 1992     MONUMENTED       NGS
 KK2153  HISTORY     - 19940312 GOOD             MSAM
 KK2153
 KK2153                          STATION DESCRIPTION
 KK2153
 KK2153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 KK2153'THE STATION IS LOCATED ABOUT 4 MI (6.4 KM) NORTH OF CASTLE ROCK ALONG
 KK2153'INTERSTATE 25, IN THE SOUTH-CENTER OF SECTION 10, T 7 S, R 67 W, AT
 KK2153'INTERSTATE 25 MILEPOST 186.9.  OWNERSHIP--COLORADO DEPARTMENT OF
 KK2153'TRANSPORTATION.
 KK2153'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE 25 AND US
 KK2153'HIGHWAY 85 NORTH OF CASTLE ROCK, GO NORTH ON INTERSTATE 25 FOR 3.6 MI
 KK2153'(5.8 KM) TO THE HAPPY CANYON ROAD (COUNTY ROAD 33) INTERCHANGE
 KK2153'(INTERSTATE 25 EXIT 187), TURN WEST ACROSS THE BRIDGE TO THE POINT ON
 KK2153'THE RIGHT.
 KK2153'THE STATION IS A PUNCH MARK IN THE TOP CENTER OF A STEEL ROD IN A PVC
 KK2153'PIPE WITH A LOGO CAP SET IN A CONCRETE SLEEVE SET FLUSH IN THE
 KK2153'GROUND.  IT IS 152 FT (46.3 M) WEST-NORTH-WEST OF THE INTERSECTION OF
 KK2153'THE CENTERLINE OF THE SOUTH BOUND INTERSTATE 25 EXIT RAMP AND THE
 KK2153'CENTERLINE OF HAPPY CANYON ROAD, 133.5 FT (40.7 M) NORTH OF THE
 KK2153'CENTERLINE OF HAPPY CANYON ROAD, 56.7 FT (17.3 M) SOUTH-SOUTHEAST OF
 KK2153'A POWER POLE, 14.8 FT (4.5 M) NORTHEAST OF A FENCE CORNER, 7.5 FT
 KK2153'(2.3 M) EAST OF WEST RIGHT OF WAY FENCE OF INTERSTATE 25, 2.9 FT
 KK2153'(0.9 M) SOUTH OF A FIBERGLASS WITNESS POST AND 2.9 FT (0.9 M) NORTH
 KK2153'OF A FIBERGLASS WITNESS POST.
 KK2153
 KK2153                          STATION RECOVERY (1994)
 KK2153
 KK2153'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1994 (KCH)
 KK2153'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0537 ***********************************************************************
 LK0537  DESIGNATION -  ECKLEY WATER TANK
 LK0537  PID         -  LK0537
 LK0537  STATE/COUNTY-  CO/YUMA
 LK0537  USGS QUAD   -  ECKLEY (1980)
 LK0537
 LK0537                         *CURRENT SURVEY CONTROL
 LK0537  ___________________________________________________________________
 LK0537* NAD 83(1992)-  40 06 49.32168(N)    102 29 26.13449(W)     ADJUSTED  
 LK0537* NAVD 88     -                                                        
 LK0537  ___________________________________________________________________
 LK0537  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 LK0537  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 LK0537
 LK0537  HORZ ORDER  -  THIRD
 LK0537
 LK0537.The horizontal coordinates were established by classical geodetic methods
 LK0537.and adjusted by the National Geodetic Survey in January 1993..
 LK0537
 LK0537
 LK0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0537
 LK0537.The geoid height was determined by GEOID03.
 LK0537
 LK0537;                    North         East     Units Scale Factor Converg.
 LK0537;SPC CO N     -   395,797.699 1,170,900.381   MT  0.99995969   +1 56 40.1
 LK0537;SPC CO N     - 1,298,546.28  3,841,529.00   sFT  0.99995969   +1 56 40.1
 LK0537;UTM  13      - 4,443,395.466   713,858.283   MT  1.00016305   +1 37 02.8
 LK0537
 LK0537                          SUPERSEDED SURVEY CONTROL
 LK0537
 LK0537  NAD 83(1986)-  40 06 49.31858(N)    102 29 26.13084(W) AD(       ) 4
 LK0537  NAD 27      -  40 06 49.36400(N)    102 29 24.39000(W) AD(       ) 3
 LK0537
 LK0537.Superseded values are not recommended for survey control.
 LK0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0537.See file dsdata.txt to determine how the superseded data were derived.
 LK0537
 LK0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE1385843395(NAD 83)
 LK0537_MARKER: 51 = TANK
 LK0537
 LK0537  HISTORY     - Date     Condition        Report By
 LK0537  HISTORY     - 1935     FIRST OBSERVED   CGS
 LK0537  HISTORY     - 1968     GOOD             CGS
 LK0537  HISTORY     - 1968     GOOD             CGS
 LK0537
 LK0537                          STATION DESCRIPTION
 LK0537
 LK0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LK0537'THIS WATER TANK IS LOCATED 1 BLOCK WEST OF THE ECKLEY STATE
 LK0537'BANK ON MAIN STREET AND 1 BLOCK SOUTH OF THE RAILROAD TRACKS.
 LK0537'IT IS DARK-COLORED.
 LK0537
 LK0537                          STATION RECOVERY (1968)
 LK0537
 LK0537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 LK0537'THE STATION IS LOCATED 1 BLOCK WEST OF THE POST OFFICE IN
 LK0537'ECKLEY IN THE NORTHEAST ANGLE OF CROSS-STREETS.
 LK0537'
 LK0537'IT IS A WATER TANK WITH A CONICAL ROOF, ELLIPSOIDAL BOTTOM AND
 LK0537'IS SUPPORTED BY FOUR BRIDGED STEEL LEGS.  IT IS SILVER IN COLOR
 LK0537'AND IS APPROXIMATELY 135 FEET HIGH.
 LK0537'
 LK0537'THE POINT INTERSECTED WAS THE CAP AT THE APEX.
 LK0537
 LK0537                          STATION RECOVERY (1968)
 LK0537
 LK0537'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (CFO)
 LK0537'THE INTERSECTION STATION, ECKLEY WATER TANK WAS RECOVERED
 LK0537'AS DESCRIBED IN THE ORIGINAL DESCRIPTION WITH ONE EXCEPTION.
 LK0537'THE TANK HAS BEEN PAINTED SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0541 ***********************************************************************
 LK0541  DESIGNATION -  ECKLEY WEST UNION MW KBC 68
 LK0541  PID         -  LK0541
 LK0541  STATE/COUNTY-  CO/YUMA
 LK0541  USGS QUAD   -  ECKLEY NW (1971)
 LK0541
 LK0541                         *CURRENT SURVEY CONTROL
 LK0541  ___________________________________________________________________
 LK0541* NAD 83(1992)-  40 12 36.58440(N)    102 29 29.43917(W)     ADJUSTED  
 LK0541* NAVD 88     -                                                        
 LK0541  ___________________________________________________________________
 LK0541  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 LK0541  GEOID HEIGHT-         -21.41  (meters)                     GEOID03
 LK0541
 LK0541  HORZ ORDER  -  THIRD
 LK0541
 LK0541.The horizontal coordinates were established by classical geodetic methods
 LK0541.and adjusted by the National Geodetic Survey in January 1993..
 LK0541
 LK0541
 LK0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0541
 LK0541.The geoid height was determined by GEOID03.
 LK0541
 LK0541;                    North         East     Units Scale Factor Converg.
 LK0541;SPC CO N     -   406,499.340 1,170,458.865   MT  0.99995710   +1 56 38.0
 LK0541;SPC CO N     - 1,333,656.58  3,840,080.46   sFT  0.99995710   +1 56 38.0
 LK0541;UTM  13      - 4,454,101.626   713,477.478   MT  1.00016103   +1 37 12.3
 LK0541
 LK0541                          SUPERSEDED SURVEY CONTROL
 LK0541
 LK0541  NAD 83(1986)-  40 12 36.58137(N)    102 29 29.43521(W) AD(       ) 4
 LK0541  NAD 27      -  40 12 36.63489(N)    102 29 27.67554(W) AD(       ) 3
 LK0541
 LK0541.Superseded values are not recommended for survey control.
 LK0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0541.See file dsdata.txt to determine how the superseded data were derived.
 LK0541
 LK0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE1347754102(NAD 83)
 LK0541_MARKER: 45 = MICROWAVE TOWER
 LK0541
 LK0541  HISTORY     - Date     Condition        Report By
 LK0541  HISTORY     - 1969     FIRST OBSERVED   CGS
 LK0541
 LK0541                          STATION DESCRIPTION
 LK0541
 LK0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 LK0541'THE STATION IS LOCATED ABOUT 7 MILES NORTH OF ECKLEY AND OWNED
 LK0541'BY THE WESTERN UNION TELEGRAPH COMPANY.
 LK0541'
 LK0541'TO REACH THE STATION FROM THE POST OFFICE IN ECKLEY, GO NORTH
 LK0541'ON COUNTY ROAD 35 FOR 6.7 MILES TO THE STATION ON THE LEFT.
 LK0541'
 LK0541'THE STATION IS TWO SINGLE COLUMN STEEL TRUSSWORK STRUCTURES WHICH
 LK0541'ARE CONNECTED TOGETHER AT THE TOP AND SUPPORTED BY GUY CABLES.  IT
 LK0541'IS PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE AND THE OVER-ALL
 LK0541'HEIGHT IS 300 FEET.
 LK0541'
 LK0541'THE POINT INTERSECTED WAS THE RED LIGHT AT THE TOP OF THE
 LK0541'NORTHEAST TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9841 ***********************************************************************
 AG9841  DESIGNATION -  EDGARHALL
 AG9841  PID         -  AG9841
 AG9841  STATE/COUNTY-  CO/MORGAN
 AG9841  USGS QUAD   -  RAGO (1984)
 AG9841
 AG9841                         *CURRENT SURVEY CONTROL
 AG9841  ___________________________________________________________________
 AG9841* NAD 83(1992)-  40 04 29.13745(N)    103 29 44.13766(W)     ADJUSTED  
 AG9841* NAVD 88     -      1353.7    (meters)    4441.     (feet)  GPS OBS   
 AG9841  ___________________________________________________________________
 AG9841  X           -  -1,140,806.023 (meters)                     COMP
 AG9841  Y           -  -4,753,409.424 (meters)                     COMP
 AG9841  Z           -   4,085,199.711 (meters)                     COMP
 AG9841  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 AG9841  ELLIP HEIGHT-        1333.75  (meters)          (12/03/02) GPS OBS
 AG9841  GEOID HEIGHT-         -19.96  (meters)                     GEOID03
 AG9841
 AG9841  HORZ ORDER  -  FIRST
 AG9841  ELLP ORDER  -  FOURTH    CLASS II
 AG9841
 AG9841.The horizontal coordinates were established by GPS observations
 AG9841.and adjusted by the National Geodetic Survey in August 1998..
 AG9841
 AG9841.The orthometric height was determined by GPS observations and a
 AG9841.high-resolution geoid model.
 AG9841
 AG9841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9841
 AG9841.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9841
 AG9841.The ellipsoidal height was determined by GPS observations
 AG9841.and is referenced to NAD 83.
 AG9841
 AG9841.The geoid height was determined by GEOID03.
 AG9841
 AG9841;                    North         East     Units Scale Factor Converg.
 AG9841;SPC CO N     -   389,053.446 1,085,357.860   MT  0.99996154   +1 17 42.4
 AG9841;SPC CO N     - 1,276,419.51  3,560,878.25   sFT  0.99996154   +1 17 42.4
 AG9841;UTM  13      - 4,437,139.276   628,278.062   MT  0.99980257   +0 58 07.1
 AG9841
 AG9841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9841!SPC CO N     -   0.99979081  x   0.99996154  =   0.99975236
 AG9841!UTM  13      -   0.99979081  x   0.99980257  =   0.99959342
 AG9841
 AG9841                          SUPERSEDED SURVEY CONTROL
 AG9841
 AG9841  ELLIP H (08/11/98) 1333.78   (m)                       GP(       ) 4 1
 AG9841
 AG9841.Superseded values are not recommended for survey control.
 AG9841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9841.See file dsdata.txt to determine how the superseded data were derived.
 AG9841
 AG9841_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE2827837139(NAD 83)
 AG9841_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9841_STAMPING: EDGARHALL 1997
 AG9841_MARK LOGO: NGS   
 AG9841_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9841+STABILITY: SURFACE MOTION
 AG9841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9841+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AG9841
 AG9841  HISTORY     - Date     Condition        Report By
 AG9841  HISTORY     - 1997     MONUMENTED       NGS
 AG9841
 AG9841                          STATION DESCRIPTION
 AG9841
 AG9841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AG9841'THE STATION IS LOCATED ABOUT 14 MI (22.5 KM) SOUTHEAST OF BRUSH, 4.5
 AG9841'MI (7.2 KM) EAST OF GARY AND 1.5 MI (2.4 KM) WEST OF THE
 AG9841'MORGAN-WASHINGTON COUNTY LINE, IN THE NORTHEAST 1/4 OF SECTION 11, T 1
 AG9841'N, R 55 W.  OWNERSHIP--MORGAN COUNTY ROAD RIGHT-OF-WAY  TO REACH THE
 AG9841'STATION FROM COLORADO STATE HIGHWAY 71 AND MORGAN COUNTY ROAD F, GO
 AG9841'EAST ON COUNTY ROAD F FOR 5.5 MI (8.9 KM) TO THE STATION ON THE RIGHT
 AG9841'JUST PAST AN OLD ABANDONED HOUSE AND NEAR THE NORTHEAST CORNER OF A
 AG9841'FENCE AROUND THE HOUSE  THE MARK IS A STANDARD DISK SET IN THE TOP OF
 AG9841'A 40 CM ROUND CONCRETE POST, PROJECTING 2 CM ABOVE THE GROUND.  IT IS
 AG9841'27.2 M (89.2 FT) SOUTHWEST FROM A POWER POLE NUMBER 47686, 10.3 M
 AG9841'(33.8 FT) SOUTH FROM THE CENTER OF COUNTY ROAD F, 0.9 M (3.0 FT)
 AG9841'NORTH-NORTHEAST FROM A FENCE CORNER, 0.6 M (2.0 FT) EAST-SOUTHEAST
 AG9841'FROM A WITNESS POST AND ABOUT THE SAME ELEVATION AS THE COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5126 ***********************************************************************
 AC5126  DESIGNATION -  EDNPENNY
 AC5126  PID         -  AC5126
 AC5126  STATE/COUNTY-  CO/PUEBLO
 AC5126  USGS QUAD   -  GRANEROS FLATS (1970)
 AC5126
 AC5126                         *CURRENT SURVEY CONTROL
 AC5126  ___________________________________________________________________
 AC5126* NAD 83(1992)-  37 58 37.30091(N)    104 42 33.91940(W)     ADJUSTED  
 AC5126* NAVD 88     -      1730.6    (meters)    5678.     (feet)  GPS OBS   
 AC5126  ___________________________________________________________________
 AC5126  X           -  -1,278,560.577 (meters)                     COMP
 AC5126  Y           -  -4,870,319.924 (meters)                     COMP
 AC5126  Z           -   3,904,487.970 (meters)                     COMP
 AC5126  LAPLACE CORR-          -8.54  (seconds)                    DEFLEC99
 AC5126  ELLIP HEIGHT-        1712.19  (meters)          (12/03/02) GPS OBS
 AC5126  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 AC5126
 AC5126  HORZ ORDER  -  FIRST
 AC5126  ELLP ORDER  -  FOURTH    CLASS II
 AC5126
 AC5126.The horizontal coordinates were established by GPS observations
 AC5126.and adjusted by the National Geodetic Survey in January 1997..
 AC5126
 AC5126.The orthometric height was determined by GPS observations and a
 AC5126.high-resolution geoid model.
 AC5126
 AC5126.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5126
 AC5126.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5126
 AC5126.The ellipsoidal height was determined by GPS observations
 AC5126.and is referenced to NAD 83.
 AC5126
 AC5126.The geoid height was determined by GEOID03.
 AC5126
 AC5126;                    North         East     Units Scale Factor Converg.
 AC5126;SPC CO S     -   450,524.249   983,857.484   MT  0.99994850   +0 29 05.7
 AC5126;SPC CO S     - 1,478,094.97  3,227,872.43   sFT  0.99994850   +0 29 05.7
 AC5126;UTM  13      - 4,203,306.058   525,519.950   MT  0.99960802   +0 10 43.7
 AC5126
 AC5126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5126!SPC CO S     -   0.99973140  x   0.99994850  =   0.99967992
 AC5126!UTM  13      -   0.99973140  x   0.99960802  =   0.99933953
 AC5126
 AC5126                          SUPERSEDED SURVEY CONTROL
 AC5126
 AC5126  ELLIP H (01/17/97) 1712.19   (m)                       GP(       ) 1 1
 AC5126
 AC5126.Superseded values are not recommended for survey control.
 AC5126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5126.See file dsdata.txt to determine how the superseded data were derived.
 AC5126
 AC5126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC2552003306(NAD 83)
 AC5126_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5126_STAMPING: EDNPENNY 1995
 AC5126_MARK LOGO: NGS   
 AC5126_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC5126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5126+STABILITY: SURFACE MOTION
 AC5126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5126+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5126
 AC5126  HISTORY     - Date     Condition        Report By
 AC5126  HISTORY     - 1995     MONUMENTED       CO-101
 AC5126
 AC5126                          STATION DESCRIPTION
 AC5126
 AC5126'DESCRIBED BY PUEBLO COUNTY COLORADO 1995 (KCH)
 AC5126'THE STATION IS LOCATED ABOUT 21.4 MI (34.4 KM) SOUTH-SOUTHWEST OF
 AC5126'DOWNTOWN PUEBLO, 4.6 MI (7.4 KM) EAST-NORTHEAST OF COLORADO CITY IN
 AC5126'THE NORTHWEST 1/4 OF SECTION 7 T24S R65W OF THE 6TH PM. OWNERSHIP-- ED
 AC5126'AND PENNY CARLSON, 8530 WOLFENBERGER ROAD, CEDARWOOD ROUTE BOX 93, RYE
 AC5126'CO 81069 (719)564-6124. TO REACH THE STATION FROM INTERSTATE 25 AND
 AC5126'ABBEY ROAD, EXIT 77, GO 0.05 MI (0.08 KM) SOUTH TO A STOP SIGN AND THE
 AC5126'EASTERN FRONTAGE ROAD. TURN RIGHT, SOUTHEASTERLY, ON THE FRONTAGE
 AC5126'ROAD, CALLED ABBEY ROAD, FOR 3.2 MI (5.1 KM) TO A SIDE ROAD LEFT,
 AC5126'CEDARWOOD ROAD.  TURN LEFT, EAST, ON CEDARWOOD ROAD, PASSING OVER THE
 AC5126'GRANEROS RIVER AND CLIMBING A BLUFF FOR 2.5 MI (4.0 KM) TO A SIDE ROAD
 AC5126'RIGHT, PICKNEY ROAD. CONTINUE AHEAD, EAST FOR 2.1 MI (3.4 KM) TO AN
 AC5126'OFFSET INTERSECTION OF CLAYMINE ROAD TO THE SOUTH AND WOLFENBERGER
 AC5126'ROAD TO THE NORTH.  TURN LEFT, NORTH ON WOLFENBERGER ROAD FOR 2.8 MI
 AC5126'(4.5 KM) TO A SIDE ROAD RIGHT, AN ACCESS ROAD TO THE RESIDENCE AT 8530
 AC5126'WOLFENBERGER ROAD. TURN RIGHT, EAST, ON THE ACCESS ROAD FOR 0.5 MI
 AC5126'(0.8 KM) TO THE ENTRANCE TO A RESIDENCE AND SOME FARM BUILDINGS. THE
 AC5126'STATION IS POSITIONED TO THE RIGHT, SOUTH ALONG A NORTH-SOUTH
 AC5126'FENCELINE. THE MARK IS A STANDARD NGS BRASS HORIZONTAL CONTROL DISK
 AC5126'SET INTO THE TOP OF A CYLANDRICAL MASS OF CONCRETE 1.5 FT (0.5 M) WIDE
 AC5126'AND 5.0 FT (1.5 M) DEEP FINISHED FLUSH WITH THE GROUND.  IT IS 22.9 M
 AC5126'(75.1 FT) SOUTH OF A DIRT ROAD CENTERLINE, 23.6 M (77.4 FT) WEST OF
 AC5126'THE CENTER OF A PRIVATE DRIVE, 1.1 M (3.6 FT) EAST OF A NORTH-SOUTH
 AC5126'FENCE, 11.6 M (38.1 FT) SOUTH OF A FENCE CORNER, 0.9 M (3.0 FT) EAST
 AC5126'OF A CARCENITE WITNESS POST AND LEVEL WITH THE SURFACE OF THE PRIVATE
 AC5126'DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1125 ***********************************************************************
 JK1125  DESIGNATION -  EDSON
 JK1125  PID         -  JK1125
 JK1125  STATE/COUNTY-  CO/PUEBLO
 JK1125  USGS QUAD   -  GOAT BUTTE (1970)
 JK1125
 JK1125                         *CURRENT SURVEY CONTROL
 JK1125  ___________________________________________________________________
 JK1125* NAD 83(1992)-  38 07 27.99105(N)    104 34 23.96662(W)     ADJUSTED  
 JK1125* NAVD 88     -      1532.5    (meters)    5028.     (feet)  VERTCON   
 JK1125  ___________________________________________________________________
 JK1125  LAPLACE CORR-          -7.00  (seconds)                    DEFLEC99
 JK1125  GEOID HEIGHT-         -19.22  (meters)                     GEOID03
 JK1125
 JK1125  HORZ ORDER  -  THIRD
 JK1125
 JK1125.The horizontal coordinates were established by classical geodetic methods
 JK1125.and adjusted by the National Geodetic Survey in January 1993..
 JK1125
 JK1125.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1125
 JK1125.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1125
 JK1125.The geoid height was determined by GEOID03.
 JK1125
 JK1125;                    North         East     Units Scale Factor Converg.
 JK1125;SPC CO S     -   466,995.146   995,651.597   MT  0.99995820   +0 34 06.2
 JK1125;SPC CO S     - 1,532,133.24  3,266,566.95   sFT  0.99995820   +0 34 06.2
 JK1125;UTM  13      - 4,219,708.229   537,397.699   MT  0.99961722   +0 15 48.3
 JK1125
 JK1125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1125!SPC CO S     -   0.99976260  x   0.99995820  =   0.99972081
 JK1125!UTM  13      -   0.99976260  x   0.99961722  =   0.99937991
 JK1125
 JK1125:                Primary Azimuth Mark                     Grid Az
 JK1125:SPC CO S     -  ST CHARLES                               287 18 28.3
 JK1125:UTM  13      -  ST CHARLES                               287 36 46.2
 JK1125
 JK1125|---------------------------------------------------------------------|
 JK1125| PID    Reference Object                     Distance      Geod. Az  |
 JK1125|                                                           dddmmss.s |
 JK1125| JK1131 ST CHARLES                          APPROX. 8.1 KM 2875234.5 |
 JK1125|---------------------------------------------------------------------|
 JK1125
 JK1125                          SUPERSEDED SURVEY CONTROL
 JK1125
 JK1125  NAD 83(1986)-  38 07 27.97676(N)    104 34 23.96303(W) AD(       ) 3
 JK1125  NAD 27      -  38 07 27.96171(N)    104 34 22.05395(W) AD(       ) 3
 JK1125  NGVD 29 (07/19/86) 1531.7    (m)         5025.     (f) VERT ANG       
 JK1125
 JK1125.Superseded values are not recommended for survey control.
 JK1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1125.See file dsdata.txt to determine how the superseded data were derived.
 JK1125
 JK1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC3739819708(NAD 83)
 JK1125_MARKER: DD = SURVEY DISK
 JK1125_SETTING: 0 = UNSPECIFIED SETTING
 JK1125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK1125
 JK1125  HISTORY     - Date     Condition        Report By
 JK1125  HISTORY     - 1955     MONUMENTED       USGS
 JK1125
 JK1125                          STATION DESCRIPTION
 JK1125
 JK1125'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 JK1125'STATION IS LOCATED IN EDSON RANCH IN PUEBLO COUNTY, COLORADO.  IT IS
 JK1125'10.4 MI. (AIRLINE) SSE. FROM THE CITY HALL IN PUEBLO, COLORADO, 3.2
 JK1125'MI. (AIRLINE) ESE. FROM THE WHISTLE STOP STATION IN LIME, COLORADO,
 JK1125'(THIS IS SHOWN IN MAPS AS SAN CARLOS), 7.9 MI. (AIRLINE) SE. FROM
 JK1125'THE CENTER OF LAKE MINNEQUA.
 JK1125'
 JK1125'STATION MAY BEST BE REACHED FROM THE CITY HALL IN PUEBLO, COLORADO,
 JK1125'BY TRAVELING S. ALONG U.S. HIGHWAYS 85-87 FOR 8.2 MI. TO RD. FORKS
 JK1125'FORMED BY INTERSECTION OF U.S. HIGHWAYS 85-87 AND A GRAVEL RD.
 JK1125'LEADING TO LIME, COLORADO, AT THIS INTERSECTION TURN LEFT AND GO
 JK1125'IN A SOUTHEASTERN DIRECTION FOR 1.6 MI. TO LIME, COLORADO, AT THE
 JK1125'RD. INTERSECTION ABOUT 30 FT. S. OF THE CENTERLINE OF RAILROAD
 JK1125'TRACKS TURN LEFT AND GO E., CROSSING THE ST. CHARLES RIVER, CONTINUE
 JK1125'E. TO A RD. FORKS ABOUT 0.2 MI. E. OF RIVER CROSSING, TAKE RD. ON
 JK1125'RIGHT AND CONTINUE ALONG DIRT RD. FOR 0.75 MI. TO SECOND RD. FORKS,
 JK1125'TAKE THE RIGHT OF TWO RDS. AND CONTINUE ALONG THE DIRT RD. FOR 0.05
 JK1125'MI. TO A THIRD RD. FORKS, CONTINUE ALONG THE MIDDLE OF THREE RDS.
 JK1125'FOR 2.6 MI. TO RANCH HOUSE OF EDSON RANCH, CONTINUE E. ALONG DIRT
 JK1125'RD. PASSING THROUGH TWO GATES FOR 0.85 MI. TO A POINT ON THE RD.
 JK1125'DUE S. OF THE STATION.  TURN LEFT AND GO N. FOR 0.3 MI. TO TOP OF
 JK1125'LARGE ROLLING HILL AND STATION ---EDSON---.
 JK1125'
 JK1125'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---EDSON 1954---, AND
 JK1125'SET IN A CONCRETE POST.
 JK1125'
 JK1125'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0056 ***********************************************************************
 LL0056  DESIGNATION -  EE 169
 LL0056  PID         -  LL0056
 LL0056  STATE/COUNTY-  CO/WELD
 LL0056  USGS QUAD   -  GROVER NORTH (1972)
 LL0056
 LL0056                         *CURRENT SURVEY CONTROL
 LL0056  ___________________________________________________________________
 LL0056* NAD 83(1986)-  40 56 03.     (N)    104 13 11.     (W)     SCALED    
 LL0056* NAVD 88     -      1613.043  (meters)    5292.13   (feet)  ADJUSTED  
 LL0056  ___________________________________________________________________
 LL0056  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 LL0056  DYNAMIC HT  -        1611.739 (meters)    5287.85  (feet)  COMP
 LL0056  MODELED GRAV-     979,759.0   (mgal)                       NAVD 88
 LL0056
 LL0056  VERT ORDER  -  SECOND    CLASS 0
 LL0056
 LL0056.The horizontal coordinates were scaled from a topographic map and have
 LL0056.an estimated accuracy of +/- 6 seconds.
 LL0056
 LL0056.The orthometric height was determined by differential leveling
 LL0056.and adjusted by the National Geodetic Survey in June 1991..
 LL0056
 LL0056.The geoid height was determined by GEOID03.
 LL0056
 LL0056.The dynamic height is computed by dividing the NAVD 88
 LL0056.geopotential number by the normal gravity value computed on the
 LL0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0056.degrees latitude (g = 980.6199 gals.).
 LL0056
 LL0056.The modeled gravity was interpolated from observed gravity values.
 LL0056
 LL0056;                    North         East    Units  Estimated Accuracy
 LL0056;SPC CO N     -   483,330.    1,022,230.      MT  (+/- 180 meters Scaled)
 LL0056
 LL0056                          SUPERSEDED SURVEY CONTROL
 LL0056
 LL0056  NGVD 29 (??/??/92) 1612.222  (m)         5289.43   (f) ADJ UNCH    2 0
 LL0056
 LL0056.Superseded values are not recommended for survey control.
 LL0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0056.See file dsdata.txt to determine how the superseded data were derived.
 LL0056
 LL0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF656317(NAD 83)
 LL0056_MARKER: DB = BENCH MARK DISK
 LL0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0056_STAMPING: EE 169 1960
 LL0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0056+STABILITY: SURFACE MOTION
 LL0056
 LL0056  HISTORY     - Date     Condition        Report By
 LL0056  HISTORY     - 1960     MONUMENTED       CGS
 LL0056
 LL0056                          STATION DESCRIPTION
 LL0056
 LL0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LL0056'4.5 MI NE FROM GROVER.
 LL0056'0.1 MILE EAST ON GRAVEL ROAD FROM THE POST OFFICE AT GROVER,
 LL0056'COLORADO, THENCE 0.25 MILE NORTH ON GRAVEL ROAD, THENCE 0.25
 LL0056'MILE EAST ON GRAVEL ROAD, THENCE 4.2 MILES NORTH ON GRAVEL ROAD,
 LL0056'31 FEET EAST OF CENTER OF ROAD, 1 FOOT WEST OF FENCE, ABOUT
 LL0056'2 FEET LOWER THAN ROAD, SET IN THE TOP OF A CONCRETE POST
 LL0056'PROJECTING 4 INCHES, 2 FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5952 ***********************************************************************
 AI5952  PACS        -  This is a Primary Airport Control Station.
 AI5952  DESIGNATION -  EEO A
 AI5952  PID         -  AI5952
 AI5952  STATE/COUNTY-  CO/RIO BLANCO
 AI5952  USGS QUAD   -  MEEKER (1966)
 AI5952
 AI5952                         *CURRENT SURVEY CONTROL
 AI5952  ___________________________________________________________________
 AI5952* NAD 83(1992)-  40 02 43.12592(N)    107 53 18.37076(W)     ADJUSTED  
 AI5952* NAVD 88     -      1943.40   (meters)    6376.0    (feet)  GPS OBS   
 AI5952  ___________________________________________________________________
 AI5952  X           -  -1,502,325.884 (meters)                     COMP
 AI5952  Y           -  -4,654,502.076 (meters)                     COMP
 AI5952  Z           -   4,083,079.010 (meters)                     COMP
 AI5952  LAPLACE CORR-           9.96  (seconds)                    DEFLEC99
 AI5952  ELLIP HEIGHT-        1928.08  (meters)          (10/21/02) GPS OBS
 AI5952  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 AI5952
 AI5952  HORZ ORDER  -  B
 AI5952  ELLP ORDER  -  FIFTH     CLASS I
 AI5952
 AI5952.This mark is at Meeker Airport (EEO)
 AI5952
 AI5952.The horizontal coordinates were established by GPS observations
 AI5952.and adjusted by the National Geodetic Survey in June 2000..
 AI5952
 AI5952.The orthometric height was determined by GPS observations and a
 AI5952.high-resolution geoid model.
 AI5952
 AI5952.GPS derived orthometric heights for airport stations designated as
 AI5952.PACS or SACS are published to 2 decimal places.  This maintains
 AI5952.centimeter relative accuracy between the PACS and SACS.  It does
 AI5952.not indicate centimeter accuracy relative to other marks which are
 AI5952.part of the NAVD 88 network.
 AI5952
 AI5952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5952
 AI5952.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5952
 AI5952.The ellipsoidal height was determined by GPS observations
 AI5952.and is referenced to NAD 83.
 AI5952
 AI5952.The geoid height was determined by GEOID03.
 AI5952
 AI5952;                    North         East     Units Scale Factor Converg.
 AI5952;SPC CO N     -   386,596.294   710,611.054   MT  0.99996324   -1 32 35.7
 AI5952;SPC CO N     - 1,268,358.01  2,331,396.43   sFT  0.99996324   -1 32 35.7
 AI5952;UTM  13      - 4,436,784.563   253,588.825   MT  1.00034754   -1 51 33.6
 AI5952
 AI5952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5952!SPC CO N     -   0.99969762  x   0.99996324  =   0.99966087
 AI5952!UTM  13      -   0.99969762  x   1.00034754  =   1.00004505
 AI5952
 AI5952:                Primary Azimuth Mark                     Grid Az
 AI5952:SPC CO N     -  MEEKPORT                                 227 19 28.0
 AI5952:UTM  13      -  MEEKPORT                                 227 38 25.9
 AI5952
 AI5952|---------------------------------------------------------------------|
 AI5952| PID    Reference Object                     Distance      Geod. Az  |
 AI5952|                                                           dddmmss.s |
 AI5952| LM0684 MEEKPORT                            APPROX. 0.5 KM 2254652.3 |
 AI5952|---------------------------------------------------------------------|
 AI5952
 AI5952                          SUPERSEDED SURVEY CONTROL
 AI5952
 AI5952  ELLIP H (06/30/00) 1928.10   (m)                       GP(       ) 1 1
 AI5952
 AI5952.Superseded values are not recommended for survey control.
 AI5952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5952.See file dsdata.txt to determine how the superseded data were derived.
 AI5952
 AI5952_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE5358936785(NAD 83)
 AI5952_MARKER: I = METAL ROD
 AI5952_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI5952_STAMPING: EEO A 1999
 AI5952_MARK LOGO: NGS   
 AI5952_PROJECTION: FLUSH
 AI5952_MAGNETIC: I = MARKER IS A STEEL ROD
 AI5952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5952+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5952_ROD/PIPE-DEPTH: 10.7 meters
 AI5952_SLEEVE-DEPTH  : 0.9 meters
 AI5952
 AI5952  HISTORY     - Date     Condition        Report By
 AI5952  HISTORY     - 1999     MONUMENTED       NGS
 AI5952
 AI5952                          STATION DESCRIPTION
 AI5952
 AI5952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5952'THE STATION IS LOCATED ABOUT 1.2 MI (1.9 KM) EAST OF MEEKER, 0.55 MI
 AI5952'(0.89 KM) NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 13 AND COUNTY
 AI5952'ROAD 8 AND THE MEEKER AIRPORT, IN THE NORTHWEST 1/4 OF SECTION 24, T 1
 AI5952'N, R 94 W.  ACCESS TO THE AIRPORT IS NOT CONTROLLED.  PERMISSION TO
 AI5952'USE THIS STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER.
 AI5952'OWNERSHIP--MEEKER AIRPORT, MEEKER AIRPORT BOX A, MEEKER, CO 81641.
 AI5952'CONTACT--MR.  GARY COULTER, TELEPHONE--970-878-5045
 AI5952'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 13 AND
 AI5952'COUNTY ROAD 8, ABOUT 1.5 MI (2.4 KM) EAST OF MEEKER, GO WEST ON
 AI5952'HIGHWAY 13 FOR 0.65 MI (1.05 KM) TO A PAVED ROAD AND DIRT ROAD ON THE
 AI5952'RIGHT.  TURN SHARP RIGHT, NORTHEAST ON THE PAVED ROAD FOR 0.45 MI
 AI5952'(0.72 KM) TO THE END OF THE ROAD AND THE AIRPORT GATE ON THE RIGHT.
 AI5952'CONTACT THE AIRPORT OPERATIONS BEFORE GOING INTO FLIGHT OPERATIONS
 AI5952'AREA.  PASS THROUGH THE GATE ON TO THE TERMINAL RAMP, GOING IN FRONT
 AI5952'OF THE HANGERS FOR 0.1 MI (0.2 KM) TO A GRAVEL ROAD, EAST OF THE
 AI5952'WINDSOCK.  CONTINUE AHEAD ON THE GRAVEL AND DIRT ROAD FOR 0.2 MI (0.3
 AI5952'KM) TO THE STATION
 AI5952'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 10.7 M (35.1 FT) LONG
 AI5952'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 0.9 M (3.0 FT)
 AI5952'LONG GREASED PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID,
 AI5952'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 72.2 M
 AI5952'(236.9 FT) SOUTHEAST FROM THE EDGE OF PAVEMENT FOR THE RUNWAY, 33.3 M
 AI5952'(109.3 FT) SOUTHEAST FROM THE EDGE OF A CUT, 18.8 M (61.7 FT) WEST
 AI5952'FROM THE CENTER OF A GATE IN THE BOUNDARY FENCE, 11.7 M (38.4 FT)
 AI5952'NORTHWEST FROM THE BOUNDARY FENCE, 0.8 M (2.6 FT) SOUTH FROM A WITNESS
 AI5952'POST AND ABOUT LEVEL WITH THE RUNWAY.  THIS STATION IS DESIGNATED A
 AI5952'SECONDARY AIRPORT CONTROL STATION FOR THE ANA PROJECT. THE PRIMARY
 AI5952'STATION WILL BE DESTROYED IN SOME YEARS AND THIS STATION WILL REPLACE
 AI5952'IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5939 ***********************************************************************
 AI5939  SACS        -  This is a Secondary Airport Control Station.
 AI5939  DESIGNATION -  EGE B
 AI5939  PID         -  AI5939
 AI5939  STATE/COUNTY-  CO/EAGLE
 AI5939  USGS QUAD   -  GYPSUM (1987)
 AI5939
 AI5939                         *CURRENT SURVEY CONTROL
 AI5939  ___________________________________________________________________
 AI5939* NAD 83(1992)-  39 38 39.55643(N)    106 54 26.17062(W)     ADJUSTED  
 AI5939* NAVD 88     -      1989.42   (meters)    6527.0    (feet)  GPS OBS   
 AI5939  ___________________________________________________________________
 AI5939  X           -  -1,430,712.306 (meters)                     COMP
 AI5939  Y           -  -4,706,881.532 (meters)                     COMP
 AI5939  Z           -   4,048,915.271 (meters)                     COMP
 AI5939  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 AI5939  ELLIP HEIGHT-        1975.64  (meters)          (10/21/02) GPS OBS
 AI5939  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 AI5939
 AI5939  HORZ ORDER  -  FIRST
 AI5939  ELLP ORDER  -  FIFTH     CLASS I
 AI5939
 AI5939.This mark is at Eagle Co Regional Airport (EGE)
 AI5939
 AI5939.The horizontal coordinates were established by GPS observations
 AI5939.and adjusted by the National Geodetic Survey in June 2000..
 AI5939
 AI5939.The orthometric height was determined by GPS observations and a
 AI5939.high-resolution geoid model.
 AI5939
 AI5939.GPS derived orthometric heights for airport stations designated as
 AI5939.PACS or SACS are published to 2 decimal places.  This maintains
 AI5939.centimeter relative accuracy between the PACS and SACS.  It does
 AI5939.not indicate centimeter accuracy relative to other marks which are
 AI5939.part of the NAVD 88 network.
 AI5939
 AI5939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5939
 AI5939.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5939
 AI5939.The ellipsoidal height was determined by GPS observations
 AI5939.and is referenced to NAD 83.
 AI5939
 AI5939.The geoid height was determined by GEOID03.
 AI5939
 AI5939;                    North         East     Units Scale Factor Converg.
 AI5939;SPC CO C     -   506,774.273   793,615.625   MT  0.99998080   -0 53 15.2
 AI5939;SPC CO C     - 1,662,641.93  2,603,720.60   sFT  0.99998080   -0 53 15.2
 AI5939;UTM  13      - 4,390,019.774   336,348.816   MT  0.99992973   -1 13 01.7
 AI5939
 AI5939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5939!SPC CO C     -   0.99969015  x   0.99998080  =   0.99967095
 AI5939!UTM  13      -   0.99969015  x   0.99992973  =   0.99961990
 AI5939
 AI5939                          SUPERSEDED SURVEY CONTROL
 AI5939
 AI5939  ELLIP H (06/30/00) 1975.67   (m)                       GP(       ) 1 1
 AI5939
 AI5939.Superseded values are not recommended for survey control.
 AI5939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5939.See file dsdata.txt to determine how the superseded data were derived.
 AI5939
 AI5939_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD3634990020(NAD 83)
 AI5939_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5939_STAMPING: EGE B 1999
 AI5939_MARK LOGO: NGS   
 AI5939_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI5939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5939+STABILITY: SURFACE MOTION
 AI5939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5939+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2000
 AI5939
 AI5939  HISTORY     - Date     Condition        Report By
 AI5939  HISTORY     - 1999     MONUMENTED       NGS
 AI5939  HISTORY     - 20000626 GOOD             NGS
 AI5939
 AI5939                          STATION DESCRIPTION
 AI5939
 AI5939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5939'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) WEST OF EAGLE, 2 MI (3.2
 AI5939'KM) EAST OF GYPSUM AND 0.75 MI (1.21 KM) SOUTH OF INTERSTATE 70, IN
 AI5939'THE SOUTHEAST 1/4 OF SECTION 3, T 5 S, R 85 W.  ACCESS TO THE AIRPORT
 AI5939'IS CONTROLLED.  PERMISSION TO USE THIS STATION MUST BE OBTAINED FROM
 AI5939'THE AIRPORT MANAGER.  OWNERSHIP--EAGLE COUNTY REGIONAL AIRPORT, P.O.
 AI5939'BOX 850, EAGLE, CO 81631, AIRPORT MANAGER--JAMES P. ELWOOD,
 AI5939'TELEPHONE--970-524-8246
 AI5939'TO REACH THE STATION FROM INTERSTATE 70 EXIT 140, THE GYPSUM EXIT, GO
 AI5939'SOUTHEAST ON OLD U.S.  HIGHWAY 6 FOR 0.65 MI (1.05 KM) TO A SIDE ROAD
 AI5939'RIGHT, COTTONWOOD PASS ROAD.  TURN RIGHT, SOUTH, ON THE COTTONWOOD
 AI5939'PASS WOOD FOR 0.45 MI (0.72 KM) TO A SIDE ROAD LEFT, COOLEY MESA ROAD.
 AI5939'TURN LEFT, EAST, ON COOLEY MESA ROAD FOR 1.9 MI (3.1 KM) TO A SIDE
 AI5939'ROAD LEFT, THE WESTERN ENTRANCE TO THE EAGLE COUNTY REGIONAL AIRPORT.
 AI5939'TURN LEFT, NORTH, THAN NORTHWEST TO THE ARFF/SRE BUILDING. CONTACT
 AI5939'AIRPORT OPERATION BEFORE GOING TO THE FLIGHT OPERATIONS AREA.  PASS
 AI5939'THROUGH THE GATE AND ON TO THE TERMINAL RAMP, NORTH-NORTHWEST, FOR 0.1
 AI5939'MI (0.2 KM) TO TAXIWAY A.  CROSS TAXIWAY A ON TO RAMP A/3,
 AI5939'NORTH-NORTHWEST, FOR 0.1 MI (0.2 KM) TO RUNWAY 7/25. CROSS THE RUNWAY,
 AI5939'NORTH, ON RAMP B/3 FOR 0.15 MI (0.24 KM) TO TAXIWAY B.  TURN RIGHT,
 AI5939'EAST, ON TAXIWAY B FOR 0.4 MI (0.6 KM) TO THE STATION ON THE RIGHT, IN
 AI5939'LINE WITH A SIGN 1/7
 AI5939'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 AI5939'POST FLUSH WITH THE GROUND.  IT IS 56.0 M (183.7 FT) SOUTHEAST FROM
 AI5939'THE CENTER LINE OF TAXIWAY B, 44.7 M (146.7 FT) NORTHWEST FROM THE
 AI5939'EDGE OF RUNWAY 7/25, 28.7 M (94.2 FT) NORTHWEST FROM THE TOP CENTER OF
 AI5939'SIGN 1/7 AND ABOUT 1 M (3.3 FT) BELOW THE RUNWAY.  THIS STATION IS
 AI5939'DESIGNATED A SECONDARY AIRPORT CONTROL STATION FOR THE ANA PROJECT.
 AI5939
 AI5939                          STATION RECOVERY (2000)
 AI5939
 AI5939'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DRL)
 AI5939'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5940 ***********************************************************************
 AI5940  SACS        -  This is a Secondary Airport Control Station.
 AI5940  DESIGNATION -  EGE C
 AI5940  PID         -  AI5940
 AI5940  STATE/COUNTY-  CO/EAGLE
 AI5940  USGS QUAD   -  GYPSUM (1987)
 AI5940
 AI5940                         *CURRENT SURVEY CONTROL
 AI5940  ___________________________________________________________________
 AI5940* NAD 83(1992)-  39 38 31.18481(N)    106 55 42.03413(W)     ADJUSTED  
 AI5940* NAVD 88     -      1969.07   (meters)    6460.2    (feet)  GPS OBS   
 AI5940  ___________________________________________________________________
 AI5940  X           -  -1,432,486.796 (meters)                     COMP
 AI5940  Y           -  -4,706,497.634 (meters)                     COMP
 AI5940  Z           -   4,048,703.399 (meters)                     COMP
 AI5940  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 AI5940  ELLIP HEIGHT-        1955.27  (meters)          (10/21/02) GPS OBS
 AI5940  GEOID HEIGHT-         -13.78  (meters)                     GEOID03
 AI5940
 AI5940  HORZ ORDER  -  FIRST
 AI5940  ELLP ORDER  -  FIFTH     CLASS I
 AI5940
 AI5940.This mark is at Eagle Co Regional Airport (EGE)
 AI5940
 AI5940.The horizontal coordinates were established by GPS observations
 AI5940.and adjusted by the National Geodetic Survey in June 2000..
 AI5940
 AI5940.The orthometric height was determined by GPS observations and a
 AI5940.high-resolution geoid model.
 AI5940
 AI5940.GPS derived orthometric heights for airport stations designated as
 AI5940.PACS or SACS are published to 2 decimal places.  This maintains
 AI5940.centimeter relative accuracy between the PACS and SACS.  It does
 AI5940.not indicate centimeter accuracy relative to other marks which are
 AI5940.part of the NAVD 88 network.
 AI5940
 AI5940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5940
 AI5940.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5940
 AI5940.The ellipsoidal height was determined by GPS observations
 AI5940.and is referenced to NAD 83.
 AI5940
 AI5940.The geoid height was determined by GEOID03.
 AI5940
 AI5940;                    North         East     Units Scale Factor Converg.
 AI5940;SPC CO C     -   506,544.348   791,802.997   MT  0.99998042   -0 54 03.0
 AI5940;SPC CO C     - 1,661,887.58  2,597,773.67   sFT  0.99998042   -0 54 03.0
 AI5940;UTM  13      - 4,389,800.292   334,534.981   MT  0.99993708   -1 13 49.9
 AI5940
 AI5940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5940!SPC CO C     -   0.99969334  x   0.99998042  =   0.99967377
 AI5940!UTM  13      -   0.99969334  x   0.99993708  =   0.99963044
 AI5940
 AI5940                          SUPERSEDED SURVEY CONTROL
 AI5940
 AI5940  ELLIP H (06/30/00) 1955.30   (m)                       GP(       ) 1 1
 AI5940
 AI5940.Superseded values are not recommended for survey control.
 AI5940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5940.See file dsdata.txt to determine how the superseded data were derived.
 AI5940
 AI5940_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD3453589800(NAD 83)
 AI5940_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5940_STAMPING: EGE C 1999
 AI5940_MARK LOGO: NGS   
 AI5940_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI5940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5940+STABILITY: SURFACE MOTION
 AI5940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5940+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2000
 AI5940
 AI5940  HISTORY     - Date     Condition        Report By
 AI5940  HISTORY     - 1999     MONUMENTED       NGS
 AI5940  HISTORY     - 20000626 GOOD             NGS
 AI5940
 AI5940                          STATION DESCRIPTION
 AI5940
 AI5940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5940'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) WEST OF EAGLE, 2 MI (3.2
 AI5940'KM) EAST OF GYPSUM AND 0.75 MI (1.21 KM) SOUTH OF INTERSTATE 70, IN
 AI5940'THE SOUTHEAST 1/4 OF SECTION 4, T 5 S, R 85 W.  ACCESS TO THE AIRPORT
 AI5940'IS CONTROLLED.  PERMISSION TO USE THIS STATION MUST BE OBTAINED FROM
 AI5940'THE AIRPORT MANAGER.  OWNERSHIP--EAGLE COUNTY REGIONAL AIRPORT, P.O.
 AI5940'BOX 850, EAGLE, CO 81631, AIRPORT MANAGER--JAMES P. ELWOOD,
 AI5940'TELEPHONE--970-524-8246
 AI5940'TO REACH THE STATION FROM INTERSTATE 70 EXIT 140, THE GYPSUM EXIT, GO
 AI5940'SOUTHEAST ON OLD U.S.  HIGHWAY 6 FOR 0.65 MI (1.05 KM) TO A SIDE ROAD
 AI5940'RIGHT, COTTONWOOD PASS ROAD.  TURN RIGHT, SOUTH, ON THE COTTONWOOD
 AI5940'PASS WOOD FOR 0.45 MI (0.72 KM) TO A SIDE ROAD LEFT, COOLEY MESA ROAD.
 AI5940'TURN LEFT, EAST, ON COOLEY MESA ROAD FOR 1.9 MI (3.1 KM) TO A SIDE
 AI5940'ROAD LEFT, THE WESTERN ENTRANCE TO THE EAGLE COUNTY REGIONAL AIRPORT.
 AI5940'TURN LEFT, NORTH, THAN NORTHWEST TO THE ARFF/SRE BUILDING. CONTACT
 AI5940'AIRPORT OPERATION BEFORE GOING TO THE FLIGHT OPERATIONS AREA.  PASS
 AI5940'THROUGH THE GATE AND ON TO THE TERMINAL RAMP, NORTH-NORTHWEST, FOR 0.1
 AI5940'MI (0.2 KM) TO TAXIWAY A.  TURN LEFT, WEST, SOUTHWEST, ON TAXIWAY A
 AI5940'FOR 0.65 MI (1.05 KM) TO RAMP A/5.  TURN RIGHT, NORTH-NORTHWEST, ON
 AI5940'RAMP A/5 FOR 0.1 MI (0.2 KM) TO RUNWAY 7/25.  CONTINUE
 AI5940'NORTH-NORTHWEST, ACROSS THE RUNWAY TO A WINDSOCK AND THE STATION.  IT
 AI5940'IS IN LINE WITH A SIGN 7/1
 AI5940'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 AI5940'POST FLUSH WITH THE GROUND.  IT IS 42.3 M (138.8 FT) NORTH-NORTHWEST
 AI5940'FROM THE NORTHERN EDGE OF THE RUNWAY, 26.8 M (87.9 FT) NORTH-NORTHWEST
 AI5940'FROM THE CENTER OF SIGN 7/1, 16.9 M (55.4 FT) EAST FROM A ELECTRICAL
 AI5940'JUNCTION COVER, 12.3 M (40.4 FT) SOUTH-SOUTHEAST FROM THE CENTER OF
 AI5940'THE WESTERN LIGHTED WINDSOCK AND ABOUT 0.9 BELOW THE RUNWAY.  THIS
 AI5940'STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION FOR THE ANA
 AI5940'PROJECT.
 AI5940
 AI5940                          STATION RECOVERY (2000)
 AI5940
 AI5940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DRL)
 AI5940'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0606 ***********************************************************************
 LM0606  DESIGNATION -  EGERIA RESET
 LM0606  PID         -  LM0606
 LM0606  STATE/COUNTY-  CO/ROUTT
 LM0606  USGS QUAD   -  TRAPPER (1972)
 LM0606
 LM0606                         *CURRENT SURVEY CONTROL
 LM0606  ___________________________________________________________________
 LM0606* NAD 83(1992)-  40 04 34.00606(N)    106 56 14.53030(W)     ADJUSTED  
 LM0606* NAVD 88     -      2718.2    (meters)    8918.     (feet)  VERTCON   
 LM0606  ___________________________________________________________________
 LM0606  X           -  -1,424,392.993 (meters)                     COMP
 LM0606  Y           -  -4,677,259.624 (meters)                     COMP
 LM0606  Z           -   4,086,197.412 (meters)                     COMP
 LM0606  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 LM0606  ELLIP HEIGHT-        2704.93  (meters)          (12/03/02) GPS OBS
 LM0606  GEOID HEIGHT-         -12.64  (meters)                     GEOID03
 LM0606
 LM0606  HORZ ORDER  -  THIRD
 LM0606  ELLP ORDER  -  FOURTH    CLASS II
 LM0606
 LM0606.The horizontal coordinates were established by classical geodetic methods
 LM0606.and adjusted by the National Geodetic Survey in December 2002..
 LM0606
 LM0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0606
 LM0606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LM0606
 LM0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0606
 LM0606.The ellipsoidal height was determined by GPS observations
 LM0606.and is referenced to NAD 83.
 LM0606
 LM0606.The geoid height was determined by GEOID03.
 LM0606
 LM0606;                    North         East     Units Scale Factor Converg.
 LM0606;SPC CO N     -   388,265.005   791,805.782   MT  0.99996147   -0 55 43.4
 LM0606;SPC CO N     - 1,273,832.77  2,597,782.80   sFT  0.99996147   -0 55 43.4
 LM0606;UTM  13      - 4,438,003.512   334,805.025   MT  0.99993595   -1 14 51.2
 LM0606
 LM0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0606!SPC CO N     -   0.99957584  x   0.99996147  =   0.99953733
 LM0606!UTM  13      -   0.99957584  x   0.99993595  =   0.99951182
 LM0606
 LM0606:                Primary Azimuth Mark                     Grid Az
 LM0606:SPC CO N     -  EGERIA AZ MK                             089 31 13.9
 LM0606:UTM  13      -  EGERIA AZ MK                             089 50 21.7
 LM0606
 LM0606|---------------------------------------------------------------------|
 LM0606| PID    Reference Object                     Distance      Geod. Az  |
 LM0606|                                                           dddmmss.s |
 LM0606| CP4900 EGERIA AZ MK                                       0883530.5 |
 LM0606| CP4901 EGERIA RM 1                          12.218 METERS 26733     |
 LM0606| CP4902 EGERIA RM 2                          22.246 METERS 32509     |
 LM0606|---------------------------------------------------------------------|
 LM0606
 LM0606                          SUPERSEDED SURVEY CONTROL
 LM0606
 LM0606  NAD 83(1992)-  40 04 34.00561(N)    106 56 14.52988(W) AD(       ) 2
 LM0606  ELLIP H (01/07/93) 2704.90   (m)                       GP(       ) 4 2
 LM0606  NAD 83(1986)-  40 04 34.00527(N)    106 56 14.52422(W) AD(       ) 2
 LM0606  NAD 27      -  40 04 34.05400(N)    106 56 12.35300(W) AD(       ) 2
 LM0606  NGVD 29 (04/21/89) 2716.7    (m)         8913.     (f) GPS OBS        
 LM0606
 LM0606.Superseded values are not recommended for survey control.
 LM0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0606.See file dsdata.txt to determine how the superseded data were derived.
 LM0606
 LM0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE3480538004(NAD 83)
 LM0606_MARKER: DD = SURVEY DISK
 LM0606_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LM0606_STAMPING: EGERIA USC GS 1953 RESET 1971
 LM0606_MARK LOGO: CGS   
 LM0606_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LM0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LM0606+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1988
 LM0606
 LM0606  HISTORY     - Date     Condition        Report By
 LM0606  HISTORY     - 1972     MONUMENTED       USFS
 LM0606  HISTORY     - 1978     GOOD             NGS
 LM0606  HISTORY     - 19880610 GOOD             NGS
 LM0606
 LM0606                          STATION DESCRIPTION
 LM0606
 LM0606'DESCRIBED BY US FOREST SERVICE 1972 (AWH)
 LM0606'WHEN THE STATION WAS RECOVERED IT WAS FOUND THAT THE CAP HAD
 LM0606'BEEN EITHER PRIED OFF OR ACCIDENTALLY BROKEN OFF PERHAPS BY
 LM0606'ROAD MAINTENANCE EQUIPMENT.  THE REFERENCE MARKS AND PIPE FOR
 LM0606'THE STATION MARK WERE UNDISTURBED AND PUBLISHED MEASUREMENTS
 LM0606'CHECKED.  A FOREST SERVICE BRASS CAP WAS SET IN CONCRETE
 LM0606'CENTERED OVER THE ORIGINAL PIPE.  THE FS TABLET WAS STAMPED
 LM0606'USC AND GS EGERIA-1953 RESET 1971.
 LM0606
 LM0606                          STATION RECOVERY (1978)
 LM0606
 LM0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 LM0606'STATION RECOVERED AND ALL MARKS IN GOOD CONDITION.  STATION MARK WAS
 LM0606'RESET BY THE U.S. FOREST SERVICE, USING ONE OF THEIR DISKS.  LOCATION
 LM0606'OF STATION IS ADEQUATE BUT A NEW TO REACH STATION IS WARRANTED.
 LM0606'
 LM0606'STATION IS REACHED FROM THE CENTER OF SMALL VILLAGE OF YAMPA.  GO
 LM0606'SOUTHERLY ON STATE HIGHWAY 131 FOR 3.6 MILES TO A CROSS ROAD, SMALL
 LM0606'WOOD BRIDGE ON RIGHT.  TURN RIGHT, CROSS BRIDGE AND GO WESTERLY
 LM0606'ON DIRT ROAD FOR 2.8 FEET TO A ROAD ON LEFT, CONTINUE STRAIGHT AHEAD
 LM0606'ON ROAD FOR 1.55 MILES TO A WIRE GATE AND AZIMUTH MARK ON RIGHT,
 LM0606'CONTINUE ON ROAD FOR 0.25 MILE TO AN IRRIGATION CANAL UNDER ROAD, TWO
 LM0606'WIRE GATES AND STATION MARK ON LEFT, AS DESCRIBED.
 LM0606'
 LM0606'STATION MARK IS A STANDARD U.S. FOREST SERVICE DISK, STAMPED---EGERIA
 LM0606'USC AND GS 1953 RESET 1971--- SET IN THE TOP OF A CONCRETE FILLED
 LM0606'3-INCH METAL PIPE PROJECTING ABOUT 4 INCHES, 27 FEET WEST OF WEST
 LM0606'EDGE OF AN IRRIGATION DITCH, 27 FEET SOUTH OF CENTER OF A GRAVELED
 LM0606'ROAD, 21 FEET WEST OF WEST GATE POST OF WIRE GATE, 3.4 FEET NORTH OF
 LM0606'AN EAST-WEST FENCE LINE, 2.9 FEET NORTH OF A METAL WITNESS POST.
 LM0606'
 LM0606'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---EGERIA NO 1 1953---
 LM0606'WELDED TO TOP OF A 3-INCH IRON PIPE PROJECTING ABOUT 3 INCHES, 28 FEET
 LM0606'SOUTH OF A GRADED ROAD, 2 FEET WEST-NORTHWEST OF WEST GATE POST OF A
 LM0606'WIRE GATE, 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 LM0606'
 LM0606'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---EGERIA NO 2 1953---
 LM0606'WELDED TO TOP OF A 3-INCH IRON PIPE PROJECTING ABOUT 5 INCHES, 30 FEET
 LM0606'NORTH OF CENTER GRADED ROAD, 19 FEET WEST OF WEST EDGE OF THE
 LM0606'TRRIGATION DITCH, 13.6 FEET EAST OF A LARGE WOOD FENCE CORNER POST,
 LM0606'8 INCHES SOUTH OF AN EAST-WEST FENCE LINE.
 LM0606'
 LM0606'AZIMUTH MARK IS A STANDARD DISK, STAMPED---EGERIA 1953--- WELDED
 LM0606'TO TOP OF A 3-INCH IRON PIPE PROJECTING 8 INCHES, 18 FEET NORTH OF
 LM0606'CENTER OF THE GRADED ROAD, 2 FEET WEST OF A METAL WITNESS POST, 1 FOOT
 LM0606'EAST-SOUTHEAST OF THE EAST GATE POST OF A WIRE GATE.
 LM0606
 LM0606                          STATION RECOVERY (1988)
 LM0606
 LM0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LM0606'THE STATION IS ALONG A DIRT ROAD AT AN IRRIGATION CANAL CROSSING.
 LM0606'OWNERSHIP--ROUTT COUNTY.
 LM0606'TO REACH THE STATION FROM THE DEPARTMENT OF TRANSPORTATION MAINTENANCE
 LM0606'BUILDING AT THE NORTH END OF YAMPA, GO SOUTH ON STATE HIGHWAY 131 FOR
 LM0606'0.89 KM (0.55 MI) TO THE CROSSROAD AT THE SOUTH END OF YAMPA.
 LM0606'CONTINUE AHEAD, SOUTH, FOR 3.22 KM (2.00 MI) TO FINGER ROCK ON THE
 LM0606'LEFT.  CONTINUE AHEAD, SOUTH, FOR 2.74 KM (1.70 MI) TO A CROSSROAD,
 LM0606'COUNTY ROAD 6 ON THE LEFT, COUNTY ROAD 3B ON THE RIGHT.  TURN RIGHT,
 LM0606'WEST, ON COUNTY ROAD 3B FOR 4.67 KM (2.90 MI) TO A GRADED ROAD LEFT.
 LM0606'CONTINUE AHEAD, WESTERLY, ON COUNTY ROAD 3B FOR 2.90 KM (1.80 MI) TO
 LM0606'A JOG IN THE ROAD AT AN IRRIGATION CANAL.  CROSS OVER THE CANAL TO
 LM0606'THE STATION ON THE LEFT.
 LM0606'THE STATION IS A U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE DISK
 LM0606'STAMPED---EGERIA USC GS 1953 RESET 1971---, SET IN THE TOP OF A 10 CM
 LM0606'CONCRETE POST, INSIDE A THIN METAL SLEEVE, PROJECTING 5 CM ABOVE THE
 LM0606'GROUND.  LOCATED  9.5 M (31.2 FT) EAST OF THE APPROXIMATE CENTER OF
 LM0606'AN ENTRANCE IN THE FENCE, 9.0 M (29.5 FT) SOUTHWEST OF THE
 LM0606'APPROXIMATE CENTER OF THE CANAL, 8.5 M (27.9 FT) SOUTHEAST OF THE
 LM0606'APPROXIMATE CENTER OF THE ROAD, AND 0.8 M (2.6 FT) NORTH OF A METAL
 LM0606'WITNESS POST IN THE FENCE LINE.
 LM0606'UT-CO-WY-ID FAA AND VERNAL NCMN, JUNE 1988.
 LM0606'DESCRIBED BY STEPHEN E. RANDALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0524 ***********************************************************************
 HL0524  DESIGNATION -  EIGHT
 HL0524  PID         -  HL0524
 HL0524  STATE/COUNTY-  CO/ARCHULETA
 HL0524  USGS QUAD   -  SERVICEBERRY MOUNTAIN (1984)
 HL0524
 HL0524                         *CURRENT SURVEY CONTROL
 HL0524  ___________________________________________________________________
 HL0524* NAD 83(1992)-  37 10 17.62659(N)    106 59 50.30331(W)     ADJUSTED  
 HL0524* NAVD 88     -      2493.5    (meters)    8181.     (feet)  VERTCON   
 HL0524  ___________________________________________________________________
 HL0524  LAPLACE CORR-           8.16  (seconds)                    DEFLEC99
 HL0524  GEOID HEIGHT-         -17.65  (meters)                     GEOID03
 HL0524
 HL0524  HORZ ORDER  -  FIRST
 HL0524
 HL0524.The horizontal coordinates were established by classical geodetic methods
 HL0524.and adjusted by the National Geodetic Survey in January 1993..
 HL0524
 HL0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0524
 HL0524.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0524
 HL0524.The geoid height was determined by GEOID03.
 HL0524
 HL0524;                    North         East     Units Scale Factor Converg.
 HL0524;SPC CO S     -   361,902.013   781,428.243   MT  1.00001179   -0 55 06.3
 HL0524;SPC CO S     - 1,187,340.19  2,563,735.83   sFT  1.00001179   -0 55 06.3
 HL0524;UTM  13      - 4,115,772.519   322,677.812   MT  0.99998735   -1 12 25.5
 HL0524
 HL0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0524!SPC CO S     -   0.99961161  x   1.00001179  =   0.99962340
 HL0524!UTM  13      -   0.99961161  x   0.99998735  =   0.99959897
 HL0524
 HL0524|---------------------------------------------------------------------|
 HL0524| PID    Reference Object                     Distance      Geod. Az  |
 HL0524|                                                           dddmmss.s |
 HL0524| CM6388 EIGHT RM 1                           12.022 METERS 09339     |
 HL0524| CM6387 EIGHT AZ MK                                        1033007.1 |
 HL0524| HL0519 ARCHULETA MESA LOOKOUT TOWER        APPROX.16.2 KM 1755413.1 |
 HL0524| HL0523 EIGHT MILE                            6.675 METERS 20558     |
 HL0524| HL0596 PAGOSA SPRINGS TV BOOSTER MAST      APPROX.10.5 KM 3413823.4 |
 HL0524|---------------------------------------------------------------------|
 HL0524
 HL0524                          SUPERSEDED SURVEY CONTROL
 HL0524
 HL0524  NAD 83(1986)-  37 10 17.62526(N)    106 59 50.30665(W) AD(       ) 1
 HL0524  NAD 27      -  37 10 17.59990(N)    106 59 48.16860(W) AD(       ) 1
 HL0524  NGVD 29 (07/19/86) 2492.2    (m)         8176.     (f) VERT ANG       
 HL0524
 HL0524.Superseded values are not recommended for survey control.
 HL0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0524.See file dsdata.txt to determine how the superseded data were derived.
 HL0524
 HL0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB2267815773(NAD 83)
 HL0524_MARKER: DS = TRIANGULATION STATION DISK
 HL0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0524
 HL0524  HISTORY     - Date     Condition        Report By
 HL0524  HISTORY     - 1958     MONUMENTED       CGS
 HL0524
 HL0524                          STATION DESCRIPTION
 HL0524
 HL0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 HL0524'STATION IS LOCATED ABOUT 7 MILES SOUTH OF PAGOSA SPRINGS,
 HL0524'ON THE NORTH RIM OF EIGHTMILE MESA AND AT THE U.S. FOREST
 HL0524'SERVICE EIGHTMILE LOOKOUT TOWER.
 HL0524'
 HL0524'TO REACH FROM THE COURTHOUSE IN PAGOSA SPRINGS, GO EAST ON
 HL0524'U.S. HIGHWAY 160 FOR 1.0 MILE TO THE JUNCTION WITH U.S.
 HL0524'HIGHWAY 84.  TURN RIGHT AND FOLLOW HIGHWAY 84 SOUTH, SOUTHEAST
 HL0524'AND EAST FOR 5.2 MILES TO A SIDE ROAD RIGHT AT SIGN LOOKOUT
 HL0524'STATION 6.  TURN RIGHT AND GO SOUTH ON BLADED DIRT ROAD
 HL0524'FOR 1.1 MILES TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE
 HL0524'SOUTH AND SOUTHEAST FOR 1.05 MILES TO A FORK AT SIGN EIGHTMILE
 HL0524'MESA FIRE LOOKOUT.  TAKE RIGHT FORK AND CONTINUE ON BLADED
 HL0524'ROAD SOUTH AND WEST FOR 2.5 MILES TO A FORK AT SIGN EIGHTMILE
 HL0524'MESA FIRE LOOKOUT 3/4.  TAKE RIGHT FORK AND CONTINUE WEST
 HL0524'FOR 0.65 MILE TO LOOKOUT TOWER AND STATION.  TO REACH
 HL0524'AZIMUTH MARK FROM STATION, GO EAST FOR 0.05 MILE TO
 HL0524'OPENING INTO A GRASSY MEADOW.  BEAR LEFT AND GO
 HL0524'EAST-NORTHEAST ACROSS MEADOW FOR 0.1 MILE TO AZIMUTH MARK AT
 HL0524'EAST SIDE OF CLEARING.
 HL0524'
 HL0524'STATION MARKS ARE STANDARD DISKS, STAMPED EIGHT 1958.  UNDERGROUND
 HL0524'MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW
 HL0524'GROUND SURFACE.  SURFACE MARK IS SET IN THE TOP OF AN 11
 HL0524'INCH SQUARE, CONCRETE POST PROJECTING 8 INCHES.  IT IS 11
 HL0524'FEET NORTH OF THE NORTHEAST LEG OF LOOKOUT TOWER AND 10 FEET
 HL0524'SOUTH OF THE NORTH EDGE OF BLUFF.  A 4 IN X 4 IN WHITE
 HL0524'WITNESS POST WAS SET 3 FEET NORTH OF THE MARK.
 HL0524'
 HL0524'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED EIGHT NO 1
 HL0524'1958.  IT IS SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE
 HL0524'POST PROJECTING 4 INCHES.  IT IS 42 FEET EAST-NORTHEAST
 HL0524'OF THE NORTHEAST LEG OF LOOKOUT TOWER AND 13 FEET SOUTH OF
 HL0524'THE NORTH EDGE OF BLUFF.
 HL0524'
 HL0524'EIGHT MILE (USGS) IS A STANDARD U.S. GEOLOGICAL SURVEY
 HL0524'BENCH MARK DISK, STAMPED EIGHT MILE 1946.  IT IS SET IN
 HL0524'THE TOP OF A CONCRETE FILLED, 7 INCH STOVE PIPE WHICH IS
 HL0524'FLUSH WITH STONE STEP SURFACE.  IT IS SET DIRECTLY BELOW
 HL0524'THE CENTER OF LOOKOUT TOWER.  A TRAVERSE CONNECTION WAS MADE
 HL0524'TO THIS MARK.
 HL0524'
 HL0524'AZIMUTH MARK IS A STANDARD DISK, STAMPED EIGHT 1958.  IT IS
 HL0524'SET IN THE TOP OF AN 11 INCH SQUARE, CONCRETE POST PROJECTING
 HL0524'8 INCHES.  A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET
 HL0524'SOUTHWEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0523 ***********************************************************************
 HL0523  DESIGNATION -  EIGHT MILE
 HL0523  PID         -  HL0523
 HL0523  STATE/COUNTY-  CO/ARCHULETA
 HL0523  USGS QUAD   -  SERVICEBERRY MOUNTAIN (1984)
 HL0523
 HL0523                         *CURRENT SURVEY CONTROL
 HL0523  ___________________________________________________________________
 HL0523* NAD 83(1992)-  37 10 17.43193(N)    106 59 50.42175(W)     ADJUSTED  
 HL0523* NAVD 88     -      2493.4    (meters)    8180.     (feet)  VERTCON   
 HL0523  ___________________________________________________________________
 HL0523  LAPLACE CORR-           8.16  (seconds)                    DEFLEC99
 HL0523  GEOID HEIGHT-         -17.65  (meters)                     GEOID03
 HL0523
 HL0523  HORZ ORDER  -  SECOND
 HL0523
 HL0523.The horizontal coordinates were established by classical geodetic methods
 HL0523.and adjusted by the National Geodetic Survey in January 1993..
 HL0523
 HL0523.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0523
 HL0523.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0523
 HL0523.The geoid height was determined by GEOID03.
 HL0523
 HL0523;                    North         East     Units Scale Factor Converg.
 HL0523;SPC CO S     -   361,896.060   781,425.225   MT  1.00001180   -0 55 06.4
 HL0523;SPC CO S     - 1,187,320.66  2,563,725.93   sFT  1.00001180   -0 55 06.4
 HL0523;UTM  13      - 4,115,766.581   322,674.765   MT  0.99998736   -1 12 25.6
 HL0523
 HL0523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0523!SPC CO S     -   0.99961163  x   1.00001180  =   0.99962342
 HL0523!UTM  13      -   0.99961163  x   0.99998736  =   0.99959899
 HL0523
 HL0523:                Primary Azimuth Mark                     Grid Az
 HL0523:SPC CO S     -  BEAR                                     104 27 33.0
 HL0523:UTM  13      -  BEAR                                     104 44 52.2
 HL0523
 HL0523|---------------------------------------------------------------------|
 HL0523| PID    Reference Object                     Distance      Geod. Az  |
 HL0523|                                                           dddmmss.s |
 HL0523| HL0526 BEAR                                APPROX. 6.8 KM 1033226.6 |
 HL0523|---------------------------------------------------------------------|
 HL0523
 HL0523                          SUPERSEDED SURVEY CONTROL
 HL0523
 HL0523  NAD 83(1986)-  37 10 17.43061(N)    106 59 50.42509(W) AD(       ) 2
 HL0523  NAD 27      -  37 10 17.40520(N)    106 59 48.28710(W) AD(       ) 2
 HL0523  NGVD 29 (07/19/86) 2492.1    (m)         8176.     (f) VERT ANG       
 HL0523
 HL0523.Superseded values are not recommended for survey control.
 HL0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0523.See file dsdata.txt to determine how the superseded data were derived.
 HL0523
 HL0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB2267515767(NAD 83)
 HL0523_MARKER: 57 = LOOKOUT TOWER
 HL0523_SETTING: 0 = UNSPECIFIED SETTING
 HL0523
 HL0523  HISTORY     - Date     Condition        Report By
 HL0523  HISTORY     - 1958     FIRST OBSERVED   USGS
 HL0523  HISTORY     - 1954     GOOD             USGS
 HL0523  HISTORY     - 1958     GOOD             CGS
 HL0523
 HL0523                          STATION DESCRIPTION
 HL0523
 HL0523'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (JTD)
 HL0523'RECOVERED AND REDESCRIBED AS FOLLOWS
 HL0523'
 HL0523'TO REACH THE STATION FROM PAGOSA SPRINGS POST OFFICE, GO E. ON U.S.
 HL0523'HIGHWAY 160 FOR 0.9 MI., THENCE RIGHT ON U.S. HIGHWAY 84 FOR 5.3
 HL0523'MI., THENCE RIGHT OFF HIGHWAY ON DIRT RD. FOR 2.2 MI. TO RD. FORK.
 HL0523'TAKE RIGHT FORK FOR 2.5 MI. TO RD. FORK, THENCE RIGHT FOR 0.6 MI.
 HL0523'TO USFS LOOKOUT TOWER AND STATION.
 HL0523
 HL0523                          STATION RECOVERY (1958)
 HL0523
 HL0523'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 HL0523'LOCATED ABOUT 7 MILES SOUTH OF PAGOSA SPRINGS, ON THE NORTH
 HL0523'RIM OF EIGHTMILE MESA AND DIRECTLY BELOW THE CENTER OF THE
 HL0523'U.S. FOREST SERVICE EIGHTMILE LOOKOUT TOWER.
 HL0523'
 HL0523'IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 HL0523'STAMPED EIGHT MILE 1946 AND SET IN THE TOP OF A CONCRETE
 HL0523'FILLED, 7 INCH STOVE PIPE WHICH IS FLUSH WITH THE STONE STEP
 HL0523'SURFACE.
 HL0523'
 HL0523'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 HL0523'EIGHT, THE DISTANCE BEING 6.678 METERS OR 21.91 FEET
 HL0523'NORTH-NORTHEAST.
 HL0523'
 HL0523'THE LOOKOUT TOWER IS A WOOD FRAME, ELEVATED, LOOKOUT CABIN
 HL0523'WHICH IS APPROXIMATELY 15 FEET SQUARE AND SUPPORTED BY A
 HL0523'FOUR-LEGGED LOG STRUCTURE.  OVERALL HEIGHT IS 35 FEET.  POINT
 HL0523'OBSERVED WAS THE APEX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0250 ***********************************************************************
 KM0250  DESIGNATION -  EISA
 KM0250  PID         -  KM0250
 KM0250  STATE/COUNTY-  CO/GARFIELD
 KM0250  USGS QUAD   -  MC CARTHY GULCH (1971)
 KM0250
 KM0250                         *CURRENT SURVEY CONTROL
 KM0250  ___________________________________________________________________
 KM0250* NAD 83(1992)-  39 41 09.94297(N)    108 01 15.50560(W)     ADJUSTED  
 KM0250* NAVD 88     -      2521.2    (meters)    8272.     (feet)  VERTCON   
 KM0250  ___________________________________________________________________
 KM0250  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 KM0250  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 KM0250
 KM0250  HORZ ORDER  -  THIRD
 KM0250
 KM0250.The horizontal coordinates were established by classical geodetic methods
 KM0250.and adjusted by the National Geodetic Survey in January 1993..
 KM0250
 KM0250.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0250
 KM0250.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0250
 KM0250.The geoid height was determined by GEOID03.
 KM0250
 KM0250;                    North         East     Units Scale Factor Converg.
 KM0250;SPC CO C     -   513,477.091   698,174.001   MT  0.99998798   -1 35 23.8
 KM0250;SPC CO C     - 1,684,632.76  2,290,592.53   sFT  0.99998798   -1 35 23.8
 KM0250;UTM  12      - 4,397,161.019   755,470.804   MT  1.00040359   +1 54 12.2
 KM0250;UTM  13      - 4,397,281.429   240,931.306   MT  1.00042639   -1 55 48.8
 KM0250
 KM0250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0250!SPC CO C     -   0.99960708  x   0.99998798  =   0.99959506
 KM0250!UTM  12      -   0.99960708  x   1.00040359  =   1.00001051
 KM0250!UTM  13      -   0.99960708  x   1.00042639  =   1.00003330
 KM0250
 KM0250:                Primary Azimuth Mark                     Grid Az
 KM0250:SPC CO C     -  STORY                                    211 34 09.1
 KM0250:UTM  12      -  STORY                                    208 04 33.1
 KM0250:UTM  13      -  STORY                                    211 54 34.1
 KM0250
 KM0250|---------------------------------------------------------------------|
 KM0250| PID    Reference Object                     Distance      Geod. Az  |
 KM0250|                                                           dddmmss.s |
 KM0250| KM0251 STORY                               APPROX. 3.4 KM 2095845.3 |
 KM0250|---------------------------------------------------------------------|
 KM0250
 KM0250                          SUPERSEDED SURVEY CONTROL
 KM0250
 KM0250  NAD 83(1986)-  39 41 09.93686(N)    108 01 15.49883(W) AD(       ) 3
 KM0250  NAD 27      -  39 41 10.02291(N)    108 01 13.23022(W) AD(       ) 3
 KM0250  NGVD 29 (07/19/86) 2519.8    (m)         8267.     (f) VERT ANG       
 KM0250
 KM0250.Superseded values are not recommended for survey control.
 KM0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0250.See file dsdata.txt to determine how the superseded data were derived.
 KM0250
 KM0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ5547197161(NAD 83)
 KM0250_MARKER: DD = SURVEY DISK
 KM0250_SETTING: 0 = UNSPECIFIED SETTING
 KM0250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0250
 KM0250  HISTORY     - Date     Condition        Report By
 KM0250  HISTORY     - 1950     MONUMENTED       USGS
 KM0250
 KM0250                          STATION DESCRIPTION
 KM0250
 KM0250'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KM0250'STATION LOCATED ABOUT 4 MI. S. AND 4 MI. W. OF RIO BLANCO, COLORADO.
 KM0250'
 KM0250'TO REACH FROM THE POST OFFICE IN RIO BLANCO, GO W. ON HIGHWAY 326 3.9
 KM0250'MI. TO T-RD. S. THROUGH CANYON.  THENCE S. 2.0 MI. TO Y-RD., PROCEED
 KM0250'W., S., AND E. TO TRIANGULATION STATION ---STORY---.  THENCE E. PAST
 KM0250'STORY 1.1 MI. TO T-RD. N., CONTINUE N. 1.7 MI. TO STATION.  STATION
 KM0250'LIES 44 FT. E. OF RD., NEAR TOP OF HILL.
 KM0250'
 KM0250'STATION MARK--STANDARD TABLET, STAMPED ---R-EISA 1950---, SET IN TOP
 KM0250'OF 4 IN. IRON PIPE, PROJECTING 6 IN. ABOVE SURFACE.
 KM0250'
 KM0250'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0801 ***********************************************************************
 JJ0801  DESIGNATION -  EITEL
 JJ0801  PID         -  JJ0801
 JJ0801  STATE/COUNTY-  CO/KIOWA
 JJ0801  USGS QUAD   -  SHERIDAN LAKE (1968)
 JJ0801
 JJ0801                         *CURRENT SURVEY CONTROL
 JJ0801  ___________________________________________________________________
 JJ0801* NAD 83(1992)-  38 26 56.80150(N)    102 15 53.23010(W)     ADJUSTED  
 JJ0801* NAVD 88     -      1267.     (meters)    4157.     (feet)  SCALED    
 JJ0801  ___________________________________________________________________
 JJ0801  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 JJ0801  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 JJ0801
 JJ0801  HORZ ORDER  -  SECOND
 JJ0801
 JJ0801.The horizontal coordinates were established by classical geodetic methods
 JJ0801.and adjusted by the National Geodetic Survey in January 1993..
 JJ0801
 JJ0801.The orthometric height was scaled from a topographic map.
 JJ0801
 JJ0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0801
 JJ0801.The geoid height was determined by GEOID03.
 JJ0801
 JJ0801;                    North         East     Units Scale Factor Converg.
 JJ0801;SPC CO S     -   507,520.443 1,196,761.299   MT  1.00000292   +1 59 03.9
 JJ0801;SPC CO S     - 1,665,089.99  3,926,374.36   sFT  1.00000292   +1 59 03.9
 JJ0801;UTM  13      - 4,259,191.069   738,693.300   MT  1.00030170   +1 42 05.8
 JJ0801
 JJ0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0801!SPC CO S     -   0.99980495  x   1.00000292  =   0.99980787
 JJ0801!UTM  13      -   0.99980495  x   1.00030170  =   1.00010659
 JJ0801
 JJ0801|---------------------------------------------------------------------|
 JJ0801| PID    Reference Object                     Distance      Geod. Az  |
 JJ0801|                                                           dddmmss.s |
 JJ0801| CM8021 EITEL RM 1                           11.157 METERS 12750     |
 JJ0801| CM8022 EITEL RM 2                           11.014 METERS 22729     |
 JJ0801| CM8020 EITEL AZ MK                                        2683135.5 |
 JJ0801|---------------------------------------------------------------------|
 JJ0801
 JJ0801                          SUPERSEDED SURVEY CONTROL
 JJ0801
 JJ0801  NAD 83(1986)-  38 26 56.80073(N)    102 15 53.22712(W) AD(       ) 2
 JJ0801  NAD 27      -  38 26 56.73752(N)    102 15 51.56015(W) AD(       ) 2
 JJ0801
 JJ0801.Superseded values are not recommended for survey control.
 JJ0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0801.See file dsdata.txt to determine how the superseded data were derived.
 JJ0801
 JJ0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC3869359191(NAD 83)
 JJ0801_MARKER: DS = TRIANGULATION STATION DISK
 JJ0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0801_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JJ0801
 JJ0801  HISTORY     - Date     Condition        Report By
 JJ0801  HISTORY     - 1954     MONUMENTED       CGS
 JJ0801
 JJ0801                          STATION DESCRIPTION
 JJ0801
 JJ0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0801'THE STATION IS LOCATED ON THE NORTH SIDE OF A FENCE LINE ON THE
 JJ0801'HIGHEST POINT OF A CULTIVATED FIELD, ABOUT 2 MILES AIRLINE
 JJ0801'SOUTHEAST OF SHERIDAN LAKE, ABOUT 10 MILES AIRLINE WEST-SOUTHWEST
 JJ0801'OF TOWNER, AND ABOUT 9 MILES AIRLINE EAST OF BRANDON.
 JJ0801'
 JJ0801'TO REACH THE STATION FROM THE POST OFFICE IN SHERIDAN LAKE GO EAST
 JJ0801'ON STATE HIGHWAY 96 FOR 0.7 MILE TO A SIDE ROAD ON THE RIGHT.
 JJ0801'TURN RIGHT, PASS THROUGH A WIRE GATE, AND GO SOUTH ON A DIRT
 JJ0801'ROAD 1.3 MILES TO A FENCE CORNER, A WIRE GATE, AND THE AZIMUTH
 JJ0801'MARK ON THE LEFT.  TURN LEFT, PASS THROUGH THE GATE, AND GO
 JJ0801'EAST ALONG THE SOUTH SIDE OF AN EAST-WEST FENCE LINE 0.9 MILE TO
 JJ0801'A WITNESS POST AND THE STATION ON THE LEFT.
 JJ0801'
 JJ0801'THE STATION MARK IS A STANDARD DISK STAMPED EITEL 1954 SET IN
 JJ0801'THE TOP OF A 12-INCH CONCRETE CYLINDER THAT IS 18 INCHES BELOW
 JJ0801'THE SURFACE OF THE GROUND.  IT IS 23 FEET NORTH OF A WITNESS POST
 JJ0801'AND 29 FEET NORTH OF A FENCE LINE.
 JJ0801'
 JJ0801'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED EITEL NO 1 1954
 JJ0801'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 JJ0801'2 INCHES ABOVE THE GROUND.  IT IS 6 FEET NORTH OF THE FENCE
 JJ0801'LINE AND 2 FEET HIGHER THAN THE STATION.
 JJ0801'
 JJ0801'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED EITEL NO 2
 JJ0801'1954 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 JJ0801'3 INCHES ABOVE THE GROUND.  IT IS 6 FEET NORTH OF THE FENCE LINE
 JJ0801'AND 2 FEET HIGHER THAN THE STATION.
 JJ0801'
 JJ0801'THE AZIMUTH MARK IS A STANDARD DISK STAMPED EITEL 1954 SET
 JJ0801'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES
 JJ0801'ABOVE THE GROUND.  IT IS 30 FEET SOUTH OF A FENCE CORNER AND 2
 JJ0801'FEET EAST OF A GATE POST IN A NORTH-SOUTH FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1004 ***********************************************************************
 JK1004  DESIGNATION -  EL PASO EAST BASE
 JK1004  PID         -  JK1004
 JK1004  STATE/COUNTY-  CO/EL PASO
 JK1004  USGS QUAD   -  HAEGLER RANCH (1975)
 JK1004
 JK1004                         *CURRENT SURVEY CONTROL
 JK1004  ___________________________________________________________________
 JK1004* NAD 83(1992)-  38 57 21.96909(N)    104 27 43.79678(W)     ADJUSTED  
 JK1004* NAVD 88     -      1995.01   (+/-2cm)    6545.3    (feet)  VERTCON   
 JK1004  ___________________________________________________________________
 JK1004  LAPLACE CORR-          -6.79  (seconds)                    DEFLEC99
 JK1004  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 JK1004
 JK1004  HORZ ORDER  -  FIRST
 JK1004  VERT ORDER  -  THIRD ? (See Below)
 JK1004
 JK1004.The horizontal coordinates were established by classical geodetic methods
 JK1004.and adjusted by the National Geodetic Survey in January 1993..
 JK1004
 JK1004.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1004.The vertical order pertains to the NGVD 29 superseded value.
 JK1004
 JK1004.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1004
 JK1004.The geoid height was determined by GEOID03.
 JK1004
 JK1004;                    North         East     Units Scale Factor Converg.
 JK1004;SPC CO C     -   429,949.637 1,004,353.766   MT  0.99993909   +0 39 16.4
 JK1004;SPC CO C     - 1,410,593.10  3,295,117.31   sFT  0.99993909   +0 39 16.4
 JK1004;UTM  13      - 4,312,042.769   546,600.917   MT  0.99962674   +0 20 17.4
 JK1004
 JK1004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1004!SPC CO C     -   0.99968994  x   0.99993909  =   0.99962905
 JK1004!UTM  13      -   0.99968994  x   0.99962674  =   0.99931680
 JK1004
 JK1004|---------------------------------------------------------------------|
 JK1004| PID    Reference Object                     Distance      Geod. Az  |
 JK1004|                                                           dddmmss.s |
 JK1004| JK1005 MUNSON AND HAMLINS BARN W GAB       376.700 METERS 01434     |
 JK1004| JK1223 MONTE ROSA                          APPROX.47.8 KM 2420858.8 |
 JK1004| JK1147 EL PASO WEST BASE                   APPROX.11.3 KM 2824756.7 |
 JK1004| CM8025 EL PASO EAST BASE AZ MK                            3595954.2 |
 JK1004|---------------------------------------------------------------------|
 JK1004
 JK1004                          SUPERSEDED SURVEY CONTROL
 JK1004
 JK1004  NAD 83(1986)-  38 57 21.96125(N)    104 27 43.79126(W) AD(       ) 1
 JK1004  NAD 27      -  38 57 21.98900(N)    104 27 41.91500(W) AD(       ) 1
 JK1004  NGVD 29 (07/19/86) 1993.94   (m)         6541.8    (f) LEVELING    3  
 JK1004
 JK1004.Superseded values are not recommended for survey control.
 JK1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1004.See file dsdata.txt to determine how the superseded data were derived.
 JK1004
 JK1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED4660112043(NAD 83)
 JK1004_MARKER: DS = TRIANGULATION STATION DISK
 JK1004_SETTING: 0 = UNSPECIFIED SETTING
 JK1004
 JK1004  HISTORY     - Date     Condition        Report By
 JK1004  HISTORY     - 1879     MONUMENTED       CGS
 JK1004  HISTORY     - 1922     GOOD             CGS
 JK1004  HISTORY     - 1935     GOOD             CGS
 JK1004  HISTORY     - 1947     GOOD             USGS
 JK1004  HISTORY     - 1988     GOOD             LOCENG
 JK1004
 JK1004                          STATION DESCRIPTION
 JK1004
 JK1004'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 JK1004'ABOUT 5 MILES SOUTH AND 1 MILE EAST OF PEYTON, ON MUNSON
 JK1004'AND HAMLINS RANCH, COMMONLY KNOWN AS THE TOWNSEND RANCH, IN
 JK1004'SE 1/4 SE 1/4 SEC. 32, T. 12 S., R. 63 W., 215 METERS (707 FEET)
 JK1004'NORTH OF THE CENTER OF THE ROAD ALONG THE SOUTH SIDE OF SECTION
 JK1004'32, AND 168 METERS (552 FEET) WEST OF THE EAST LINE OF SECTION
 JK1004'32, ON LAND OWNED (1922) BY M.P. INGERHAM, WHO LIVES 1 MILE
 JK1004'SOUTH OF THE STATION.  THE WEST GABLE OF MUNSON AND HAMLINS
 JK1004'BARN IS 376.6 METERS (1,236 FEET) N. 14 DEG 35 MIN E.
 JK1004'(MAGNETIC) FROM THE STATION.  UNDERGROUND MARK, 3-1/2 FEET
 JK1004'BELOW THE SURFACE, IS A COPPER TACK IN A LEAD PLUG IN A
 JK1004'GRANITE POST, INSCRIBED WITH THE LETTERS U.S.E.B.  SURFACE
 JK1004'MARK IS A STANDARD DISK IN A GRANITE POST SET IN CONCRETE.  IT
 JK1004'IS ALSO INSCRIBED WITH LETTERS U.S.E.B.  REFERENCE MARK, A
 JK1004'DISK 3 INCHES ABOVE THE SURFACE, SET,
 JK1004'IS IN THE FENCE LINE ON THE NORTH SIDE OF THE PUBLIC ROAD
 JK1004'ALONG THE SOUTH SIDE OF SECTION 32 AND IS 225.6 METERS
 JK1004'(740.2 FEET) S. 40 DEG E.  (MAGNETIC) FROM THE STATION.
 JK1004'FROM STATION TO EAST LINE SECTION 32 IS 168 METERS (552 FEET).
 JK1004'TO SOUTH LINE SECTION 32, 215 METERS (707 FEET).
 JK1004
 JK1004                          STATION RECOVERY (1935)
 JK1004
 JK1004'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (AWJ)
 JK1004'THE STATION WAS DIFFICULT TO FIND BECAUSE BOTH IT AND THE
 JK1004'REFERENCE MARK WERE BURIED, THE STATION IS IN A PLOWED FIELD, AND
 JK1004'THE LAND HAS CHANGED OWNERSHIP.  A REVISED DESCRIPTION IS
 JK1004'NECESSARY (SEE FOLLOWING PARAGRAPH).  THE STATION AND REFERENCE
 JK1004'MARKS ARE IN GOOD CONDITION.
 JK1004'
 JK1004'ABOUT 5 MILES SOUTH AND 1 MILE EAST OF PEYTON, ON CULTIVATED
 JK1004'LAND OWNED (1935) BY CLARENCE UNDERHILL, IN THE SE 1/4 SE 1/4
 JK1004'SEC. 32. T. 12 S., R. 63 W., 215 METERS (707 FEET) NORTH OF THE
 JK1004'CENTER OF THE ROAD ALONG THE SOUTH SIDE OF SECTION 32.  T.J.
 JK1004'DUGAN OWNS THE LAND (1935) IN THE SOUTHWEST PART OF SECTION
 JK1004'33 AND HIS HOUSE AND BUILDINGS ARE IN A GROVE OF TREES ABOUT
 JK1004'1/4 MILE NORTH AND EAST OF THE STATION.  THE WEST GABLE OF
 JK1004'T.J. DUGANS OLD BARN IS 376.6 METERS (1,236 FEET) N. 14 DEG 35
 JK1004'MIN E. (MAGNETIC) FROM THE STATION.  UNDERGROUND MARK, 3-1/2
 JK1004'FEET BELOW THE SURFACE, IS A COPPER TACK IN A LEAD PLUG IN A
 JK1004'GRANITE POST, INSCRIBED WITH THE LETTERS U.S.E.B.  SURFACE
 JK1004'MARK IS A STANDARD DISK IN A GRANITE POST SET IN CONCRETE.
 JK1004'IT IS ALSO INSCRIBED WITH THE LETTERS U.S.E.B., AND IS
 JK1004'BURIED ABOUT 3 INCHES BELOW THE SURFACE, SET,
 JK1004'IS A FENCE LINE ON NORTH SIDE OF THE PUBLIC
 JK1004'ROAD ALONG THE SOUTH SIDE OF SECTION 32 AND IS 225.6 METERS
 JK1004'(740.2 FEET) S. 40 DEG E. (MAGNETIC) FROM THE STATION
 JK1004'AND ABOUT 76.2 METERS (250 FEET) WEST OF THE EAST LINE OF
 JK1004'SECTION 32.  FROM THE STATION TO EAST LINE SECTION 32 IS
 JK1004'168 METERS (552 FEET).
 JK1004'
 JK1004'NOTE--AT PRESENT TIME (1935) THE STATION IS NEAR THE CENTER OF
 JK1004'THE AREA FORMED BY THE JOG IN THE ROAD RUNNING NORTH AND SOUTH,
 JK1004'THE EAST LINE OF SECTION 32 AND THE ROAD ALONG THE SOUTH LINE
 JK1004'OF SECTION 32.
 JK1004
 JK1004                          STATION RECOVERY (1947)
 JK1004
 JK1004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 JK1004'STATION MARK--STANDARD USC AND GS DISK SET IN GRANITE POST IN
 JK1004'CONCRETE.
 JK1004'
 JK1004'REFERENCE MARKS--NONE.
 JK1004
 JK1004                          STATION RECOVERY (1988)
 JK1004
 JK1004'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988 (GA)
 JK1004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0432 ***********************************************************************
 HK0432  DESIGNATION -  EL PASO PUEBLO AWY BCN 48
 HK0432  PID         -  HK0432
 HK0432  STATE/COUNTY-  CO/LAS ANIMAS
 HK0432  USGS QUAD   -  LITTLE DOME (1971)
 HK0432
 HK0432                         *CURRENT SURVEY CONTROL
 HK0432  ___________________________________________________________________
 HK0432* NAD 83(1992)-  37 31 58.92939(N)    104 24 25.44667(W)     ADJUSTED  
 HK0432* NAVD 88     -                                                        
 HK0432  ___________________________________________________________________
 HK0432  LAPLACE CORR-          -5.89  (seconds)                    DEFLEC99
 HK0432  GEOID HEIGHT-         -19.39  (meters)                     GEOID03
 HK0432
 HK0432  HORZ ORDER  -  THIRD
 HK0432
 HK0432.The horizontal coordinates were established by classical geodetic methods
 HK0432.and adjusted by the National Geodetic Survey in January 1993..
 HK0432
 HK0432
 HK0432.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0432
 HK0432.The geoid height was determined by GEOID03.
 HK0432
 HK0432;                    North         East     Units Scale Factor Converg.
 HK0432;SPC CO S     -   401,518.446 1,010,996.035   MT  0.99995913   +0 40 13.4
 HK0432;SPC CO S     - 1,317,315.10  3,316,909.49   sFT  0.99995913   +0 40 13.4
 HK0432;UTM  13      - 4,154,171.587   552,386.403   MT  0.99963380   +0 21 40.4
 HK0432
 HK0432                          SUPERSEDED SURVEY CONTROL
 HK0432
 HK0432  NAD 83(1986)-  37 31 58.91775(N)    104 24 25.45006(W) AD(       ) 4
 HK0432  NAD 27      -  37 31 58.89200(N)    104 24 23.52200(W) AD(       ) 3
 HK0432
 HK0432.Superseded values are not recommended for survey control.
 HK0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0432.See file dsdata.txt to determine how the superseded data were derived.
 HK0432
 HK0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB5238654172(NAD 83)
 HK0432_MARKER: 22 = AIRWAY BEACON
 HK0432
 HK0432  HISTORY     - Date     Condition        Report By
 HK0432  HISTORY     - 1945     FIRST OBSERVED   CGS
 HK0432  HISTORY     - 1945     GOOD             CGS
 HK0432
 HK0432                          STATION DESCRIPTION
 HK0432
 HK0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (DHK)
 HK0432'STATION RECOVERED.  NO PREVIOUS DESCRIPTION AVAILABLE.
 HK0432'
 HK0432'STATION IS THE TOP CENTER OF THE ROTATING LIGHT ON AIRWAY BEACON
 HK0432'NO. 48 LOCATED ABOUT 20 MILES EAST-SOUTHEAST OF WALSENBURG
 HK0432'AND ABOUT 14 MILES NORTHEAST OF AGUILAR.  IT IS A STANDARD
 HK0432'C.A.A. ROTATING BEACON ATOP A STRUCTURAL STEEL TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0440 ***********************************************************************
 HK0440  DESIGNATION -  EL PASO PUEBLO AWY BCN 45
 HK0440  PID         -  HK0440
 HK0440  STATE/COUNTY-  CO/LAS ANIMAS
 HK0440  USGS QUAD   -  BARELA (1971)
 HK0440
 HK0440                         *CURRENT SURVEY CONTROL
 HK0440  ___________________________________________________________________
 HK0440* NAD 83(1992)-  37 02 14.87153(N)    104 19 52.66884(W)     ADJUSTED  
 HK0440* NAVD 88     -                                                        
 HK0440  ___________________________________________________________________
 HK0440  LAPLACE CORR-          -6.93  (seconds)                    DEFLEC99
 HK0440  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 HK0440
 HK0440  HORZ ORDER  -  THIRD
 HK0440
 HK0440.The horizontal coordinates were established by classical geodetic methods
 HK0440.and adjusted by the National Geodetic Survey in December 1993..
 HK0440
 HK0440
 HK0440.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0440
 HK0440.The geoid height was determined by GEOID03.
 HK0440
 HK0440;                    North         East     Units Scale Factor Converg.
 HK0440;SPC CO S     -   346,604.122 1,018,380.568   MT  1.00004132   +0 43 00.7
 HK0440;SPC CO S     - 1,137,150.36  3,341,136.91   sFT  1.00004132   +0 43 00.7
 HK0440;SPC NM E     -   669,633.486   165,181.161   MT  0.99990909   +0 00 04.4
 HK0440;SPC NM E     - 2,196,955.86    541,931.86   sFT  0.99990909   +0 00 04.4
 HK0440;UTM  13      - 4,099,237.461   559,469.742   MT  0.99964357   +0 24 10.1
 HK0440
 HK0440                          SUPERSEDED SURVEY CONTROL
 HK0440
 HK0440  NAD 83(1992)-  37 02 14.87844(N)    104 19 52.67116(W) AD(       ) 4
 HK0440  NAD 83(1986)-  37 02 14.88407(N)    104 19 52.66709(W) AD(       ) 4
 HK0440  NAD 27      -  37 02 14.79600(N)    104 19 50.72800(W) AD(       ) 3
 HK0440
 HK0440.Superseded values are not recommended for survey control.
 HK0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0440.See file dsdata.txt to determine how the superseded data were derived.
 HK0440
 HK0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA5947099237(NAD 83)
 HK0440_MARKER: 22 = AIRWAY BEACON
 HK0440
 HK0440  HISTORY     - Date     Condition        Report By
 HK0440  HISTORY     - 1945     FIRST OBSERVED   CGS
 HK0440
 HK0440                          STATION DESCRIPTION
 HK0440
 HK0440'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1641 ***********************************************************************
 KK1641  DESIGNATION -  ELBERT AZ MK
 KK1641  PID         -  KK1641
 KK1641  STATE/COUNTY-  CO/ELBERT
 KK1641  USGS QUAD   -  ELBERT (1970)
 KK1641
 KK1641                         *CURRENT SURVEY CONTROL
 KK1641  ___________________________________________________________________
 KK1641* NAD 83(1992)-  39 13 44.29718(N)    104 34 45.15581(W)     ADJUSTED  
 KK1641* NAVD 88     -      2124.8    (meters)    6971.     (feet)  VERTCON   
 KK1641  ___________________________________________________________________
 KK1641  LAPLACE CORR-          -5.93  (seconds)                    DEFLEC99
 KK1641  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 KK1641
 KK1641  HORZ ORDER  -  SECOND
 KK1641
 KK1641.The horizontal coordinates were established by classical geodetic methods
 KK1641.and adjusted by the National Geodetic Survey in January 1993..
 KK1641
 KK1641.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1641
 KK1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1641
 KK1641.The geoid height was determined by GEOID03.
 KK1641
 KK1641;                    North         East     Units Scale Factor Converg.
 KK1641;SPC CO C     -   460,129.967   993,902.578   MT  0.99993839   +0 34 50.6
 KK1641;SPC CO C     - 1,509,609.73  3,260,828.71   sFT  0.99993839   +0 34 50.6
 KK1641;UTM  13      - 4,342,270.635   536,319.286   MT  0.99961624   +0 15 58.0
 KK1641
 KK1641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1641!SPC CO C     -   0.99966948  x   0.99993839  =   0.99960789
 KK1641!UTM  13      -   0.99966948  x   0.99961624  =   0.99928585
 KK1641
 KK1641                          SUPERSEDED SURVEY CONTROL
 KK1641
 KK1641  NAD 83(1986)-  39 13 44.29005(N)    104 34 45.15384(W) AD(       ) 2
 KK1641  NAD 27      -  39 13 44.32710(N)    104 34 43.26825(W) AD(       ) 2
 KK1641  NGVD 29 (07/19/86) 2123.7    (m)         6968.     (f) VERT ANG       
 KK1641
 KK1641.Superseded values are not recommended for survey control.
 KK1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1641.See file dsdata.txt to determine how the superseded data were derived.
 KK1641
 KK1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED3631942271(NAD 83)
 KK1641_MARKER: DS = TRIANGULATION STATION DISK
 KK1641_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KK1641_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 KK1641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1641
 KK1641  HISTORY     - Date     Condition        Report By
 KK1641  HISTORY     - 1977     MONUMENTED       NGS
 KK1641
 KK1641                          STATION DESCRIPTION
 KK1641
 KK1641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1641'THE STATION IS LOCATED 9-1/2 MILES SOUTH-SOUTHEAST OF ELIZABETH,
 KK1641'7 MILES NORTH OF THE EL PASO COUNTY LINE, 4-1/2 MILES EAST OF
 KK1641'THE DOUGLAS COUNTY LINE, 2 MILES WEST OF ELBERT, 1/2 MILE
 KK1641'SOUTH OF A LOW KNOLL (HIGHEST IN IMMEDIATE AREA), ON
 KK1641'PROPERTY OF CLARENCE KOCHERHA.  HE LIVES 1/4 MILE NORTH.
 KK1641'
 KK1641'TO REACH THE STATION FROM THE ELIZABETH POST OFFICE,
 KK1641'GO EAST ON
 KK1641'STATE HIGHWAY 86 FOR 0.4 MILE TO A CROSSROAD.  TURN RIGHT,
 KK1641'SOUTH, ON ROAD 17 FOR 8.2 MILES TO A FORK.  BEAR LEFT, EAST,
 KK1641'ON THE MAIN ROAD FOR 0.3 MILE TO A ROAD RIGHT.  BEAR RIGHT,
 KK1641'SOUTH, ON ROAD 17 FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT,
 KK1641'WEST, ON ROAD 102 FOR 0.2 MILE TO A FENCE CORNER AND GATE ON
 KK1641'THE LEFT.  TURN LEFT, PASSING THROUGH GATE, AND GO SOUTHWEST
 KK1641'ACROSS PASTURE FOR 0.15 MILE TO A FENCE CORNER.  CONTINUE
 KK1641'SOUTHWEST ACROSS SHALLOW DRAW FOR 0.1 MILE TO A LONE CEDAR
 KK1641'TREE AND A ROCK OUTCROP PROJECTING 2 TO 3 FEET ABOVE GROUND
 KK1641'AND LYING IN A NORTHWEST-SOUTHEAST DIRECTION, AND THE
 KK1641'MARK.
 KK1641'
 KK1641'THE STATION, STAMPED---ELBERT 1912 1960---, IS A
 KK1641'STANDARD AZIMUTH MARK DISK
 KK1641'CEMENTED IN A DRILL HOLE IN THE OUTCROP WHICH IS ABOUT 50 FEET
 KK1641'LONG.  IT IS 15 FEET NORTH-NORTHWEST OF THE LONE TWIN-
 KK1641'TRUNKED TREE AND 3.5 FEET SOUTHEAST OF A METAL WITNESS POST.
 KK1641'
 KK1641'THE STATION WAS NOT OCCUPIED AT THIS TIME.
 KK1641'
 KK1641'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1640 ***********************************************************************
 KK1640  DESIGNATION -  ELBERT RESET
 KK1640  PID         -  KK1640
 KK1640  STATE/COUNTY-  CO/ELBERT
 KK1640  USGS QUAD   -  ELBERT (1970)
 KK1640
 KK1640                         *CURRENT SURVEY CONTROL
 KK1640  ___________________________________________________________________
 KK1640* NAD 83(1992)-  39 14 02.54979(N)    104 34 35.03726(W)     ADJUSTED  
 KK1640* NAVD 88     -      2148.0    (meters)    7047.     (feet)  VERTCON   
 KK1640  ___________________________________________________________________
 KK1640  LAPLACE CORR-          -5.86  (seconds)                    DEFLEC99
 KK1640  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 KK1640
 KK1640  HORZ ORDER  -  FIRST
 KK1640
 KK1640.The horizontal coordinates were established by classical geodetic methods
 KK1640.and adjusted by the National Geodetic Survey in January 1993..
 KK1640
 KK1640.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1640
 KK1640.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1640
 KK1640.The geoid height was determined by GEOID03.
 KK1640
 KK1640;                    North         East     Units Scale Factor Converg.
 KK1640;SPC CO C     -   460,695.256   994,139.523   MT  0.99993860   +0 34 57.0
 KK1640;SPC CO C     - 1,511,464.35  3,261,606.09   sFT  0.99993860   +0 34 57.0
 KK1640;UTM  13      - 4,342,834.434   536,559.254   MT  0.99961646   +0 16 04.5
 KK1640
 KK1640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1640!SPC CO C     -   0.99966585  x   0.99993860  =   0.99960447
 KK1640!UTM  13      -   0.99966585  x   0.99961646  =   0.99928244
 KK1640
 KK1640:                Primary Azimuth Mark                     Grid Az
 KK1640:SPC CO C     -  KIOWA ATT RELAY TOWER                    046 06 18.4
 KK1640:UTM  13      -  KIOWA ATT RELAY TOWER                    046 25 10.9
 KK1640
 KK1640|---------------------------------------------------------------------|
 KK1640| PID    Reference Object                     Distance      Geod. Az  |
 KK1640|                                                           dddmmss.s |
 KK1640| KK1624 KIOWA ATT RELAY TOWER               APPROX.18.2 KM 0464115.4 |
 KK1640| CP7969 ELBERT RM 2                          83.165 METERS 07836     |
 KK1640| CP7970 ELBERT RM 3                         100.715 METERS 17413     |
 KK1640| KK1641 ELBERT AZ MK                        APPROX. 0.6 KM 2031925.9 |
 KK1640| KK1642 ELBERT AZ MK OFFSET                 APPROX. 0.6 KM 2031912.7 |
 KK1640| KK1635 ELIZABETH COLO GAS RELAY TOWER      APPROX.17.9 KM 3294012.4 |
 KK1640| KK1634 ELIZABETH COLO ST PATROL MAST       APPROX.17.8 KM 3295603.2 |
 KK1640|---------------------------------------------------------------------|
 KK1640
 KK1640                          SUPERSEDED SURVEY CONTROL
 KK1640
 KK1640  NAD 83(1986)-  39 14 02.54268(N)    104 34 35.03528(W) AD(       ) 1
 KK1640  NAD 27      -  39 14 02.58000(N)    104 34 33.15000(W) AD(       ) 1
 KK1640  NGVD 29 (07/19/86) 2146.9    (m)         7044.     (f) VERT ANG       
 KK1640
 KK1640.Superseded values are not recommended for survey control.
 KK1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1640.See file dsdata.txt to determine how the superseded data were derived.
 KK1640
 KK1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED3655942834(NAD 83)
 KK1640_MARKER: DS = TRIANGULATION STATION DISK
 KK1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1640_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1640+STABILITY: SURFACE MOTION
 KK1640
 KK1640  HISTORY     - Date     Condition        Report By
 KK1640  HISTORY     - 1953     MONUMENTED       CGS
 KK1640  HISTORY     - 1960     GOOD             CGS
 KK1640  HISTORY     - 1966     GOOD             USGS
 KK1640  HISTORY     - 1970     GOOD             USGS
 KK1640  HISTORY     - 1977     GOOD             NGS
 KK1640
 KK1640                          STATION DESCRIPTION
 KK1640
 KK1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KK1640'THE ORIGINAL UNDERGROUND STATION MARK WAS RECOVERED AND FOUND
 KK1640'IN GOOD CONDITION.  A NEW SURFACE MARK WAS SET
 KK1640'AS REQUESTED BY THE PROPERTY OWNER, MR. F.R. KELLY.  NO TRACE
 KK1640'COULD BE FOUND OF THE REFERENCE MARK.  FOLLOWING IS A NEW
 KK1640'DESCRIPTION--
 KK1640'
 KK1640'THE STATION IS LOCATED 2.5 MILES WEST-NORTHWEST OF ELBERT IN
 KK1640'A CULTIVATED FIELD.  IT IS 115 PACES NORTH OF AN EAST-WEST
 KK1640'FENCE LINE AND 85 PACES WEST OF A NORTH-SOUTH FENCE LINE.
 KK1640'THE MARK IS STAMPED ELBERT 1912 1953 AND PROJECTS 3 INCHES
 KK1640'ABOVE THE SURFACE OF THE GROUND.
 KK1640'
 KK1640'TO REACH THE STATION FROM THE PUBLIC SCHOOL IN THE NORTH PART
 KK1640'OF ELBERT.  GO WEST ON A GRAVELED ROAD FOR 2.05 MILES TO
 KK1640'A T-ROAD JUNCTION.  TURN RIGHT AND GO 0.25 MILE TO A T-ROAD LEFT.
 KK1640'CONTINUE STRAIGHT AHEAD FOR 1.0 MILE TO A CROSSROAD.  TURN LEFT
 KK1640'AND GO 0.3 MILE TO MR. KELLEYS HOUSE.  THE STATION IS ABOUT
 KK1640'0.5 MILE NORTHEAST OF THE HOUSE ON THE HIGHEST PART OF THE
 KK1640'CULTIVATED FIELD.
 KK1640
 KK1640                          STATION RECOVERY (1960)
 KK1640
 KK1640'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 KK1640'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD
 KK1640'CONDITION.  REFERENCE MARK NO. 2, REFERENCE MARK NO. 3 AND AN
 KK1640'AZIMUTH MARK WAS ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION
 KK1640'FOLLOWS.
 KK1640'
 KK1640'THE STATION IS ABOUT 8 MILES SOUTH AND ABOUT 1-1/2 MILES EAST
 KK1640'OF ELIZABETH IN A CULTIVATED FIELD OWNED BY MR. F.R. KELLY.
 KK1640'
 KK1640'TO REACH THE STATION FROM THE POST OFFICE IN ELIZABETH GO EAST
 KK1640'ON STATE HIGHWAY 86 FOR 0.4 MILE TO A CROSSROAD, TURN RIGHT AND
 KK1640'GO SOUTHERLY ON THE MACADAM AND GRAVELED ROAD FOR 8.4 MILES TO A
 KK1640'FORK, TAKE LEFT FORK, MAIN TRAVELED ROAD, EAST FOR 0.3 MILE TO A
 KK1640'SIDE ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON THE GRAVELED ROAD
 KK1640'FOR 1.0 MILE TO A CROSSROAD, TURN RIGHT AND GO WEST ON THE
 KK1640'GRAVELED ROAD FOR 0.2 MILE TO A WIRE GATE ON THE RIGHT (THIS IS
 KK1640'0.15 MILE BEFORE REACHING MR. KELLYS HOUSE), TURN RIGHT
 KK1640'PASSING THRU THE WIRE GATE AND GO NORTH ON THE FIELD ROAD FOR
 KK1640'0.1 MILE TO A WIRE GATE, PASS THRU GATE AND GO NORTHWEST
 KK1640'ACROSS THE PASTURE FOR 0.2 MILE TO A GATE AT THE EDGE OF THE
 KK1640'CULTIVATED FIELD, FROM HERE PACK NORTHWEST FOR ABOUT 500 FEET
 KK1640'TO THE STATION.
 KK1640'
 KK1640'TO REACH THE AZIMUTH MARK FROM MR. KELLYS HOUSE GO EAST ON THE
 KK1640'GRAVELED ROAD FOR 0.1 MILE TO A WIRE GATE ON THE RIGHT, TURN
 KK1640'RIGHT PASSING THRU THE WIRE GATE AND GO SOUTHWEST ON THE TRACK
 KK1640'ROAD IN THE PASTURE FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 KK1640'
 KK1640'THE STATION MARK, STAMPED ELBERT 1912 1953, IS A STANDARD DISK
 KK1640'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 1
 KK1640'INCH.  IT IS 3 FEET SOUTH OF THE WITNESS POST.
 KK1640'
 KK1640'REFERENCE MARK NO. 2, STAMPED ELBERT NO 2 1912 1960, IS A
 KK1640'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 KK1640'THAT PROJECTS 5 INCHES.  IT IS 6 INCHES WEST OF A NORTH-SOUTH
 KK1640'FENCE LINE.
 KK1640'
 KK1640'REFERENCE MARK NO. 3, STAMPED ELBERT NO 3 1912 1960, IS A
 KK1640'STANDARD DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST
 KK1640'THAT PROJECTS 5 INCHES.  IT IS 1 FOOT NORTH OF AN EAST-WEST FENCE
 KK1640'LINE.
 KK1640'
 KK1640'THE AZIMUTH MARK, STAMPED ELBERT 1912 1960, IS A STANDARD DISK
 KK1640'CEMENTED IN A DRILL HOLE IN BEDROCK.  IT IS 15 FEET NORTHWEST OF
 KK1640'A LONE CEDAR TREE AND 3 FEET SOUTHEAST OF THE WITNESS POST.
 KK1640
 KK1640                          STATION RECOVERY (1966)
 KK1640
 KK1640'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KK1640'$RECOVERED.
 KK1640
 KK1640                          STATION RECOVERY (1970)
 KK1640
 KK1640'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (WAK)
 KK1640'STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 KK1640'AS DESCRIBED.
 KK1640'
 KK1640'STATION MARK IS A STANDARD USC AND GS BRONZE DISK SET IN A
 KK1640'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND AND STAMPED
 KK1640'ELBERT 1912 1953.
 KK1640'
 KK1640'STATION KIOWA USC AND GS IS VISIBLE FROM THE GROUND AT THIS
 KK1640'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 KK1640'
 KK1640'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
 KK1640
 KK1640                          STATION RECOVERY (1977)
 KK1640
 KK1640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1640'THE STATION MARK, REFERENCE MARKS 2 AND 3, AND THE AZIMUTH
 KK1640'MARK WERE RECOVERED IN GOOD CONDITION.  THE DIRECTIONS TO THE
 KK1640'MARKS CHECKED THE 1960 DATA.  SHORTER MEASUREMENTS WERE NOTED
 KK1640'TO THE REFERENCE MARKS, 0.046 METER TO REFERENCE MARK 2 AND
 KK1640'0.048 METER TO REFERENCE MARK 3.  THESE MARKS WERE MEASURED
 KK1640'WITH ELECTRONIC EQUIPMENT.  A NEW DESCRIPTION FOLLOWS.
 KK1640'
 KK1640'THE STATION IS LOCATED 9 MILES SOUTH-SOUTHEAST OF ELIZABETH,
 KK1640'7-1/2 MILES NORTH OF THE EL PASO COUNTY LINE, 4-1/2 MILES EAST
 KK1640'OF THE DOUGLAS COUNTY LINE, 2-1/2 MILES WEST-NORTHWEST OF
 KK1640'ELBERT, IN THE SOUTHEAST QUARTER OF SECTION 29, T 9 S, R 64 W,
 KK1640'ON PROPERTY OF CLARENCE KOCHERHA, PHONE 648-3257, WHO LIVES AT
 KK1640'THE STATION SITE.
 KK1640'
 KK1640'TO REACH THE STATION FROM THE ELIZABETH POST OFFICE, GO EAST
 KK1640'ON STATE HIGHWAY 86 FOR 0.4 MILE TO A CROSSROAD.  TURN RIGHT,
 KK1640'SOUTH, ON ROAD 17 FOR 8.2 MILES TO A FORK.  BEAR LEFT, EAST, ON
 KK1640'THE MAIN ROAD FOR 0.3 MILE TO A ROAD RIGHT.  TURN RIGHT, SOUTH,
 KK1640'ON ROAD 17 FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT, WEST, ON
 KK1640'ROAD 102 FOR 0.2 MILE TO A FENCE CORNER AND GATE ON THE LEFT.
 KK1640'(TO REACH THE AZIMUTH MARK, TURN LEFT, PASSING THROUGH GATE,
 KK1640'AND GO SOUTHWEST ACROSS PASTURE FOR 0.15 MILE TO A FENCE
 KK1640'CORNER.  CONTINUE SOUTHWEST ACROSS SHALLOW DRAW FOR 0.1 MILE
 KK1640'TO A LONE CEDAR TREE AND A ROCK OUTCROP PROJECTING 2 TO 3
 KK1640'FEET ABOVE GROUND AND THE MARK.) CONTINUE WEST AND NORTH ON
 KK1640'THE MAIN ROAD TO MR. KOCHERHAS HOUSE ON THE LEFT.
 KK1640'CONTINUE NORTH AND WEST ON A FARM LANE, PASSING TO THE EAST
 KK1640'AND NORTH OF A SMALL SHED, FOR 0.1 MILE TO A WIRE GATE.
 KK1640'PASS THROUGH GATE AND GO WEST ON A TRACK ROAD FOR 0.1 MILE
 KK1640'TO A FORK.  BEAR RIGHT, NORTHWEST, UPHILL FOR 0.15 MILE
 KK1640'TO TOP OF GRADE AND A FENCE GAP ON THE RIGHT.  TURN RIGHT,
 KK1640'EAST, PASSING THROUGH THE GAP, FOR 0.25 MILE TO TOP OF RIDGE,
 KK1640'THEN LEFT INTO CULTIVATED FIELD FOR 150 FEET TO HIGH GROUND
 KK1640'AND STATION.
 KK1640'
 KK1640'STATION MARKS, STAMPED---ELBERT 1912 1953---, ARE STANDARD
 KK1640'DISKS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 KK1640'FLUSH WITH THE GROUND.  IT IS 4.0 FEET SOUTH OF A METAL WITNESS
 KK1640'POST.  PREVIOUS DATA STATES THAT THERE IS AN UNDERGROUND MARK.
 KK1640'
 KK1640'REFERENCE MARK 2, STAMPED---ELBERT NO 2 1912 1960---, IS A
 KK1640'STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 KK1640'MONUMENT PROJECTING 2 INCHES ABOVE GROUND.  IT IS 222 FEET
 KK1640'NORTH OF A FENCE CORNER AND 1 FOOT WEST OF A WIRE FENCE.  THE
 KK1640'SLOPE MEASUREMENT TO THIS MARK IS 83.279 METERS.
 KK1640'
 KK1640'REFERENCE MARK 3, STAMPED---ELBERT NO 3 1912 1960---, IS A
 KK1640'STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 KK1640'MONUMENT PROJECTING 4 INCHES ABOVE GROUND.  IT IS 109 FEET
 KK1640'WEST OF A FENCE CORNER AND 1 FOOT NORTH OF A WIRE FENCE.  THE
 KK1640'SLOPE MEASUREMENT TO THIS MARK IS 100.761 METERS.
 KK1640'
 KK1640'AZIMUTH MARK, STAMPED---ELBERT 1912 1960---, IS A STANDARD
 KK1640'DISK CEMENTED IN A DRILL HOLE IN A NORTHWEST-SOUTHEAST ROCK
 KK1640'OUTCROP ABOUT 50 FEET IN LENGTH.  IT IS 15 FEET NORTH-
 KK1640'NORTHWEST OF A LONE TWIN-TRUNKED CEDAR TREE AND 3.5 FEET
 KK1640'SOUTHEAST OF A METAL WITNESS POST.
 KK1640'
 KK1640'HEIGHT OF LIGHT ABOVE MARK IS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2054 ***********************************************************************
 KK2054  DESIGNATION -  ELDORADO
 KK2054  PID         -  KK2054
 KK2054  STATE/COUNTY-  CO/BOULDER
 KK2054  USGS QUAD   -  ELDORADO SPRINGS (1994)
 KK2054
 KK2054                         *CURRENT SURVEY CONTROL
 KK2054  ___________________________________________________________________
 KK2054* NAD 83(1992)-  39 55 55.94788(N)    105 20 14.80100(W)     ADJUSTED  
 KK2054* NAVD 88     -      2278.8    (meters)    7476.     (feet)  VERTCON   
 KK2054  ___________________________________________________________________
 KK2054  X           -  -1,295,875.670 (meters)                     COMP
 KK2054  Y           -  -4,724,789.621 (meters)                     COMP
 KK2054  Z           -   4,073,669.674 (meters)                     COMP
 KK2054  LAPLACE CORR-         -21.80  (seconds)                    DEFLEC99
 KK2054  ELLIP HEIGHT-        2263.92  (meters)          (12/03/02) GPS OBS
 KK2054  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 KK2054
 KK2054  HORZ ORDER  -  FIRST
 KK2054  ELLP ORDER  -  FOURTH    CLASS II
 KK2054
 KK2054.The horizontal coordinates were established by GPS observations
 KK2054.and adjusted by the National Geodetic Survey in December 2002..
 KK2054
 KK2054.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2054
 KK2054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK2054
 KK2054.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2054
 KK2054.The ellipsoidal height was determined by GPS observations
 KK2054.and is referenced to NAD 83.
 KK2054
 KK2054.The geoid height was determined by GEOID03.
 KK2054
 KK2054;                    North         East     Units Scale Factor Converg.
 KK2054;SPC CO N     -   371,306.195   928,296.375   MT  0.99997221   +0 06 18.1
 KK2054;SPC CO N     - 1,218,193.74  3,045,585.69   sFT  0.99997221   +0 06 18.1
 KK2054;SPC CO C     -   537,815.642   928,297.333   MT  1.00004114   +0 06 09.1
 KK2054;SPC CO C     - 1,764,483.49  3,045,588.83   sFT  1.00004114   +0 06 09.1
 KK2054;UTM  13      - 4,420,287.485   471,167.326   MT  0.99961023   -0 12 59.8
 KK2054
 KK2054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2054!SPC CO N     -   0.99964496  x   0.99997221  =   0.99961718
 KK2054!SPC CO C     -   0.99964496  x   1.00004114  =   0.99968609
 KK2054!UTM  13      -   0.99964496  x   0.99961023  =   0.99925533
 KK2054
 KK2054:                Primary Azimuth Mark                     Grid Az
 KK2054:SPC CO N     -  ELDORADO SPRINGS KBCO MAST               118 48 55.9
 KK2054:SPC CO C     -  ELDORADO SPRINGS KBCO MAST               118 49 04.9
 KK2054:UTM  13      -  ELDORADO SPRINGS KBCO MAST               119 08 13.8
 KK2054
 KK2054|---------------------------------------------------------------------|
 KK2054| PID    Reference Object                     Distance      Geod. Az  |
 KK2054|                                                           dddmmss.s |
 KK2054| KK2055 ELDORADO SPRINGS KBCO MAST          APPROX. 4.4 KM 1185514.0 |
 KK2054| KK0606 A 165                               APPROX. 0.6 KM 2284305.4 |
 KK2054| CR8245 ELDORADO RM 1                         8.998 METERS 26143     |
 KK2054| CR8246 ELDORADO RM 2                         5.520 METERS 32747     |
 KK2054|---------------------------------------------------------------------|
 KK2054
 KK2054                          SUPERSEDED SURVEY CONTROL
 KK2054
 KK2054  NAD 83(1992)-  39 55 55.94222(N)    105 20 14.80270(W) AD(       ) 1
 KK2054  ELLIP H (01/07/93) 2263.95   (m)                       GP(       ) 4 2
 KK2054  NAD 83(1986)-  39 55 55.93474(N)    105 20 14.79606(W) AD(       ) 1
 KK2054  NGVD 29 (01/20/89) 2277.6    (m)         7472.     (f) GPS OBS        
 KK2054
 KK2054.Superseded values are not recommended for survey control.
 KK2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2054.See file dsdata.txt to determine how the superseded data were derived.
 KK2054
 KK2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE7116720287(NAD 83)
 KK2054_MARKER: DH = HORIZONTAL CONTROL DISK
 KK2054_SETTING: 66 = SET IN ROCK OUTCROP
 KK2054_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KK2054_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK2054_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK2054+STABILITY: POSITION/ELEVATION WELL
 KK2054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK2054+SATELLITE: SATELLITE OBSERVATIONS - August 21, 1986
 KK2054
 KK2054  HISTORY     - Date     Condition        Report By
 KK2054  HISTORY     - 1985     MONUMENTED       NGS
 KK2054  HISTORY     - 19860821 GOOD
 KK2054
 KK2054                          STATION DESCRIPTION
 KK2054
 KK2054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 KK2054'THE STATION IS LOCATED ABOUT 19.3 KM (12 MI) WEST-SOUTHWEST OF
 KK2054'LOUISVILLE, 12.9 KM (8 MI) EAST-SOUTHEAST OF NEDERLANDS, 11.3 KM
 KK2054'(7 MI) SOUTHWEST OF BOULDER AND IN ELDORADO CANYON STATE PARK.
 KK2054'OWNERSHIP--STATE OF COLORADO, DIVISION OF PARKS AND RECREATION,
 KK2054'ELDORADO CANYON STATE PARK, P.O. BOX B, ELDORADO SPRINGS, CO. 80025.
 KK2054'CONTACT MR.  HARRY  KRAMER, PARK MANAGER.  TELEPHONE---303-494-3943.
 KK2054'
 KK2054'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 93 AND
 KK2054'72 ABOUT 16 KM (10 MI) SOUTH OF BOULDER, GO WEST ON STATE HIGHWAY 72
 KK2054'FOR 11.7 KM (7.25 MI) TO A SIDE ROAD RIGHT.   TURN RIGHT,
 KK2054'NORTHEASTERLY, ON CRESCENT PARK DRIVE FOR 1.4 KM (0.9 KM) TO THE
 KK2054'END OF THE PAVEMENT AND A T-INTERSECTION.  TURN RIGHT, EAST, ON
 KK2054'DIRT ROAD FOR 2.5 KM (1.55 MI) TO RAILROAD TRACK AND THE AZIMUTH
 KK2054'MARK ON THE RIGHT.  CONTINUE ACROSS TRACKS, NORTHEASTERLY FOR 0.5 KM
 KK2054'(0.3 MI) TO A PARKING AREA AND LOCKED GATE FOR ELDORADO CANYON STATE
 KK2054'PARK ON THE RIGHT.  TURN RIGHT, EASTERLY, THROUGH THE GATE ON DIRT
 KK2054'ROAD FOR 0.2 KM (0.1 MI) TO A Y-INTERSECTION.  TAKE LEFT FORK,
 KK2054'NORTHEASTERLY FOR 0.2 KM (0.1 MI) TO ANOTHER Y-INTERSECTION.  TAKE
 KK2054'LEFT FORK, NORTHEASTERLY, FOR 0.3 KM (0.2 MI) TO THE TOP OF THE
 KK2054'HILL.  CONTINUE ON TRACK ROAD SOUTHWESTERLY FOR 0.2 KM (0.1 MI) TO
 KK2054'THE SOUTHWEST END OF THE HILL AND THE END OF TRUCK TRAVEL.  PACK
 KK2054'ABOUT 30 M (100 FT) TO THE TOP OF A ROCK OUTCROP AND THE STATION.
 KK2054'
 KK2054'THE STATION IS A STANDARD NGS DISK STAMPED---ELDORADO 1985---SET
 KK2054'INTO A ROCK OUTCROP.  THE STATION IS SET IN A DRILL HOLE ON THE
 KK2054'LOWER ONE OF THREE ROCK OUTCROPS ON A RIDGE AND ON THE SOUTHWESTERN
 KK2054'SIDE OF THE HILL.  LOCATED 5.2 M (17) FT EAST FROM THE WESTERN CLIFF,
 KK2054'2.4 M (8FT) SOUTH FROM THE HIGHEST ROCK ON THE HILL, 2.4 M (8 FT)
 KK2054'WEST FROM THE EASTERN CLIFF.
 KK2054'
 KK2054'REFERENCE MARK NO.1 IS A STANDARD NGS DISK STAMPED---ELDORADO NO 1
 KK2054'1985--- SET INTO A ROCK OUTCROP 2.4 M (8 FT) IN LARGEST DIMENSION
 KK2054'LOCATED 10.4 M (34 FT) SOUTH-SOUTHWEST FROM THE HIGHEST ROCK ON THE
 KK2054'SOUTHWESTERN SIDE OF THE HILL, 2.4 M (8 FT) NORTH FORM THE SOUTHERN
 KK2054'MOST EDGE OF THE HILL, 2.4 M (8 FT) EAST FROM THE WESTERN MOST EDGE
 KK2054'OF THE HILL AND 2.4 M (8FT) BELOW THE STATION.
 KK2054'
 KK2054'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 KK2054'STAMPED---ELDORADO NO 2 1985---,
 KK2054'SET INTO A ROCK OUTCROP AND THE DISK PROJECTS ABOUT 30 CM (12-IN)
 KK2054'ABOVE THE GROUND.
 KK2054'10.4 METERS (34 FT) NORTH FROM THE SOUTHERN CLIFF EDGE,
 KK2054'4.6 METERS (15 FT) SOUTHWEST FROM THE HIGHEST ROCK ON THE
 KK2054'SOUTHWESTERN MOST HIGH POINT,
 KK2054'0.9 M (3 FT) EAST FROM THE WESTERN CLIFF EDGE,
 KK2054'MARK IS 1.5 METERS BELOW THE STATION.
 KK2054
 KK2054                          STATION RECOVERY (1986)
 KK2054
 KK2054'RECOVERED 1986
 KK2054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2055 ***********************************************************************
 KK2055  DESIGNATION -  ELDORADO SPRINGS KBCO MAST
 KK2055  PID         -  KK2055
 KK2055  STATE/COUNTY-  CO/JEFFERSON
 KK2055  USGS QUAD   -  ELDORADO SPRINGS (1994)
 KK2055
 KK2055                         *CURRENT SURVEY CONTROL
 KK2055  ___________________________________________________________________
 KK2055* NAD 83(1992)-  39 54 47.69148(N)    105 17 34.44178(W)     ADJUSTED  
 KK2055* NAVD 88     -                                                        
 KK2055  ___________________________________________________________________
 KK2055  LAPLACE CORR-         -23.84  (seconds)                    DEFLEC99
 KK2055  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 KK2055
 KK2055  HORZ ORDER  -  THIRD
 KK2055
 KK2055.The horizontal coordinates were established by classical geodetic methods
 KK2055.and adjusted by the National Geodetic Survey in January 1993..
 KK2055
 KK2055
 KK2055.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2055
 KK2055.The geoid height was determined by GEOID03.
 KK2055
 KK2055;                    North         East     Units Scale Factor Converg.
 KK2055;SPC CO C     -   535,718.112   932,109.843   MT  1.00003638   +0 07 50.2
 KK2055;SPC CO C     - 1,757,601.84  3,058,097.04   sFT  1.00003638   +0 07 50.2
 KK2055;SPC CO N     -   369,208.992   932,108.739   MT  0.99997409   +0 08 01.7
 KK2055;SPC CO N     - 1,211,313.17  3,058,093.42   sFT  0.99997409   +0 08 01.7
 KK2055;UTM  13      - 4,418,169.683   474,966.472   MT  0.99960771   -0 11 16.6
 KK2055
 KK2055                          SUPERSEDED SURVEY CONTROL
 KK2055
 KK2055  NAD 83(1986)-  39 54 47.68262(N)    105 17 34.44545(W) AD(       ) 4
 KK2055
 KK2055.Superseded values are not recommended for survey control.
 KK2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2055.See file dsdata.txt to determine how the superseded data were derived.
 KK2055
 KK2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE7496618170(NAD 83)
 KK2055_MARKER: 42 = RADIO/TV MAST
 KK2055
 KK2055  HISTORY     - Date     Condition        Report By
 KK2055  HISTORY     - 1985     FIRST OBSERVED   NGS
 KK2055
 KK2055                          STATION DESCRIPTION
 KK2055
 KK2055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 KK2055'LOCATED 9.3 KM (5.8 MI) SOUTH OF BOULDER, 6.8 KM (4.25 MI) SOUTHEAST
 KK2055'OF GROSS RESERVOIR DAM, 2.4 KM (1.5 MI) SOUTHWEST OF ELDORADO
 KK2055'SPRINGS AND ON THE SOUTHSIDE OF ELDORADO MOUNTAIN.  IT IS NEAR
 KK2055'THE JEFFERSON-BOULDER COUNTY LINE.
 KK2055'
 KK2055'THE TOP CENTER OF THE ANTENNA WAS USED.  THE MAST HAS A TOTAL HEIGHT
 KK2055'OF 180 FT AND THE LOWER HALF IS OF GALVANIZED STEEL AND THE TOP PART
 KK2055'OF THE MAST IS A SOLID WHITE SECTION OF ANTENNA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0704 ***********************************************************************
 KL0704  DESIGNATION -  ELECTRIC MTN
 KL0704  PID         -  KL0704
 KL0704  STATE/COUNTY-  CO/DELTA
 KL0704  USGS QUAD   -  ELECTRIC MOUNTAIN (1978)
 KL0704
 KL0704                         *CURRENT SURVEY CONTROL
 KL0704  ___________________________________________________________________
 KL0704* NAD 83(1992)-  39 04 43.41414(N)    107 33 38.96041(W)     ADJUSTED  
 KL0704* NAVD 88     -      3142.2    (meters)   10309.     (feet)  VERTCON   
 KL0704  ___________________________________________________________________
 KL0704  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 KL0704  GEOID HEIGHT-         -15.19  (meters)                     GEOID03
 KL0704
 KL0704  HORZ ORDER  -  SECOND
 KL0704
 KL0704.The horizontal coordinates were established by classical geodetic methods
 KL0704.and adjusted by the National Geodetic Survey in January 1993..
 KL0704
 KL0704.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0704
 KL0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0704
 KL0704.The geoid height was determined by GEOID03.
 KL0704
 KL0704;                    North         East     Units Scale Factor Converg.
 KL0704;SPC CO C     -   445,070.524   736,104.908   MT  0.99993599   -1 17 59.1
 KL0704;SPC CO C     - 1,460,202.21  2,415,037.52   sFT  0.99993599   -1 17 59.1
 KL0704;UTM  13      - 4,328,634.726   278,484.546   MT  1.00020424   -1 36 53.9
 KL0704
 KL0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0704!SPC CO C     -   0.99950963  x   0.99993599  =   0.99944565
 KL0704!UTM  13      -   0.99950963  x   1.00020424  =   0.99971377
 KL0704
 KL0704|---------------------------------------------------------------------|
 KL0704| PID    Reference Object                     Distance      Geod. Az  |
 KL0704|                                                           dddmmss.s |
 KL0704| CM6389 ELECTRIC MTN RM 1                     6.506 METERS 05452     |
 KL0704| KL0696 CHAIR D                             APPROX.24.2 KM 0952035.1 |
 KL0704| CM6390 ELECTRIC MTN RM 2                     7.786 METERS 14827     |
 KL0704|---------------------------------------------------------------------|
 KL0704
 KL0704                          SUPERSEDED SURVEY CONTROL
 KL0704
 KL0704  NAD 83(1986)-  39 04 43.41316(N)    107 33 38.96161(W) AD(       ) 2
 KL0704  NAD 27      -  39 04 43.45800(N)    107 33 36.75500(W) AD(       ) 2
 KL0704  NGVD 29 (07/19/86) 3140.6    (m)        10304.     (f) VERT ANG       
 KL0704
 KL0704.Superseded values are not recommended for survey control.
 KL0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0704.See file dsdata.txt to determine how the superseded data were derived.
 KL0704
 KL0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD7848528635(NAD 83)
 KL0704_MARKER: DS = TRIANGULATION STATION DISK
 KL0704_SETTING: 80 = SET IN A BOULDER
 KL0704_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KL0704
 KL0704  HISTORY     - Date     Condition        Report By
 KL0704  HISTORY     - 1953     MONUMENTED       CGS
 KL0704
 KL0704                          STATION DESCRIPTION
 KL0704
 KL0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KL0704'THE STATION IS LOCATED ABOUT 16 MILES NORTH-NORTHEAST OF PAONIA,
 KL0704'4 MILES EAST OF THE OVERLAND RESEVOIR, 2.5 MILES SOUTHWEST
 KL0704'OF THE MUDDY CREEK RANGER STATION AND AT THE HIGHEST POINT OF
 KL0704'A PEAK THAT IS LOCALLY KNOWN AS ELECTRIC MOUNTAIN.  IT IS 19.5
 KL0704'FEET SOUTHWEST OF A FORKED ASPEN TREE WITH TWO TRIANGLE BLAZES,
 KL0704'16 FEET SOUTH OF A 6 INCH ASPEN WITH A TRIANGLE BLAZE AND 10.5
 KL0704'FEET EAST OF AN 8 INCH SPRUCE TREE WITH A TRIANGLE BLAZE.
 KL0704'THE MARK IS SET FLUSH IN A 10 INCH BOULDER WHICH PROJECTS 3
 KL0704'INCHES AND IS STAMPED ELECTRIC MTN 1953.
 KL0704'
 KL0704'REFERENCE MARK NO. 1 IS 10 FEET SOUTHEAST OF A FORKED ASPEN
 KL0704'TREE WITH TWO TRIANGLE BLAZES.  THE MARK IS SET FLUSH IN A
 KL0704'1 BY 2 FOOT BOULDER WHICH PROJECTS 2 INCHES AND IS STAMPED
 KL0704'ELECTRIC MTN NO 1 1953.
 KL0704'
 KL0704'REFERENCE MARK NO. 2 IS SET FLUSH IN A BOULDER WHICH IS ABOUT
 KL0704'2.5 FEET IN DIAMETER AND PROJECTS 6 INCHES AND IS STAMPED
 KL0704'ELECTRIC MTN NO 2 1953.
 KL0704'
 KL0704'THE DISTANCE BETWEEN REFERENCE MARKS IS 34.2 FEET.
 KL0704'
 KL0704'TRIANGULATION STATION CHAIR D (USGS) CAN BE USED AS AN AZIMUTH
 KL0704'MARK.
 KL0704'
 KL0704'TO REACH THE STATION FROM THE REDSTONE INN IN REDSTONE, GO
 KL0704'SOUTH ON STATE HIGHWAY 133 FOR 4.0 MILES TO THE JUNCTION OF
 KL0704'STATE HIGHWAYS 133 AND 327.  TURN RIGHT AND GO WEST ON STATE
 KL0704'HIGHWAY 133, CROSSING MC CLURE PASS, FOR 10.15 MILES TO WHERE
 KL0704'STATE HIGHWAY 133 TURNS SHARP LEFT.  CONTINUE STRAIGHT AHEAD
 KL0704'FOR 11.0 MILES TO THE MUDDY CREEK RANGER STATION ON THE RIGHT,
 KL0704'FOLLOW THE MAIN TRAVELED ROAD WESTERLY FOR 3.3 MILES TO A SIDE
 KL0704'ROAD LEFT AT WHAT IS LOCALLY KNOWN AS THE DIKE CREEK CAMP
 KL0704'GROUND.  TURN LEFT AND FOLLOW A BLADED TRACK ROAD SOUTHWEST
 KL0704'AND SOUTH FOR 5.9 MILES TO A FORK, KEEP THE LEFT FORK AND GO
 KL0704'EAST FOR 0.3 MILE TO A BOARD GATE.  PASS THROUGH THE GATE
 KL0704'AND GO NORTHEAST FOR 0.45 MILE TO AN OLD LOG CABIN AND THE
 KL0704'END OF TRUCK TRAVEL.  FROM THIS POINT PACK EAST-NORTHEAST UP
 KL0704'HILL AND OVER DOWNFALL TIMBER TO THE SUMMIT OF A WOODED
 KL0704'PEAK AND THE STATION AS DESCRIBED.  THIS IS ABOUT AN HOUSE AND
 KL0704'15 MINUTES PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2075 ***********************************************************************
 KK2075  DESIGNATION -  ELEPHANT
 KK2075  PID         -  KK2075
 KK2075  STATE/COUNTY-  CO/DOUGLAS
 KK2075  USGS QUAD   -  DEVILS HEAD (1994)
 KK2075
 KK2075                         *CURRENT SURVEY CONTROL
 KK2075  ___________________________________________________________________
 KK2075* NAD 83(1992)-  39 21 58.08190(N)    105 02 31.71852(W)     ADJUSTED  
 KK2075* NAVD 88     -      2366.6    (meters)    7764.     (feet)  VERTCON   
 KK2075  ___________________________________________________________________
 KK2075  LAPLACE CORR-         -15.57  (seconds)                    DEFLEC99
 KK2075  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 KK2075
 KK2075  HORZ ORDER  -  THIRD
 KK2075
 KK2075.The horizontal coordinates were established by classical geodetic methods
 KK2075.and adjusted by the National Geodetic Survey in January 1993..
 KK2075
 KK2075.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2075
 KK2075.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2075
 KK2075.The geoid height was determined by GEOID03.
 KK2075
 KK2075;                    North         East     Units Scale Factor Converg.
 KK2075;SPC CO C     -   475,053.539   953,856.749   MT  0.99994659   +0 17 19.6
 KK2075;SPC CO C     - 1,558,571.49  3,129,445.02   sFT  0.99994659   +0 17 19.6
 KK2075;UTM  13      - 4,357,408.978   496,369.557   MT  0.99960016   -0 01 36.2
 KK2075
 KK2075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2075!SPC CO C     -   0.99963133  x   0.99994659  =   0.99957794
 KK2075!UTM  13      -   0.99963133  x   0.99960016  =   0.99923164
 KK2075
 KK2075                          SUPERSEDED SURVEY CONTROL
 KK2075
 KK2075  NAD 83(1986)-  39 21 58.07691(N)    105 02 31.71884(W) AD(       ) 3
 KK2075  NGVD 29 (03/12/92) 2365.5    (m)         7761.     (f) VERT ANG       
 KK2075
 KK2075.Superseded values are not recommended for survey control.
 KK2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2075.See file dsdata.txt to determine how the superseded data were derived.
 KK2075
 KK2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9637057409(NAD 83)
 KK2075_MARKER: DD = SURVEY DISK
 KK2075_SETTING: 66 = SET IN ROCK OUTCROP
 KK2075_SP_SET: SET IN ROCK OUTCROP
 KK2075_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK2075+STABILITY: POSITION/ELEVATION WELL
 KK2075
 KK2075  HISTORY     - Date     Condition        Report By
 KK2075  HISTORY     - 1944     MONUMENTED       USGS
 KK2075
 KK2075                          STATION DESCRIPTION
 KK2075
 KK2075'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 KK2075'LOCATED ON E. AND HIGHEST PART OF LARGE PROMINENT ROCK NAMED
 KK2075'--ELEPHANT ROCK--.
 KK2075'
 KK2075'TO REACH FROM SEDALIA, GO 6.6 MI. W. ALONG STATE HIGHWAY 67, THENCE
 KK2075'1.6 MI. ALONG RD. FROM WOODBINE LODGE TO RD. FORK, THENCE 0.6 MI. E.
 KK2075'ALONG RD. TO STATION.
 KK2075'
 KK2075'STATION MARK--STANDARD TABLET STAMPED ---ELEPHANT 1944 7764---,
 KK2075'CEMENTED IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0297 ***********************************************************************
 HJ0297  DESIGNATION -  ELI
 HJ0297  PID         -  HJ0297
 HJ0297  STATE/COUNTY-  CO/BACA
 HJ0297  USGS QUAD   -  TWO BUTTES (1971)
 HJ0297
 HJ0297                         *CURRENT SURVEY CONTROL
 HJ0297  ___________________________________________________________________
 HJ0297* NAD 83(1992)-  37 31 28.75467(N)    102 24 02.05674(W)     ADJUSTED  
 HJ0297* NAVD 88     -      1249.     (meters)    4098.     (feet)  SCALED    
 HJ0297  ___________________________________________________________________
 HJ0297  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 HJ0297  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 HJ0297
 HJ0297  HORZ ORDER  -  FIRST
 HJ0297
 HJ0297.The horizontal coordinates were established by classical geodetic methods
 HJ0297.and adjusted by the National Geodetic Survey in November 1994..
 HJ0297
 HJ0297.The orthometric height was scaled from a topographic map.
 HJ0297
 HJ0297.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0297
 HJ0297.The geoid height was determined by GEOID03.
 HJ0297
 HJ0297;                    North         East     Units Scale Factor Converg.
 HJ0297;SPC CO S     -   404,567.914 1,188,318.799   MT  0.99995991   +1 54 04.0
 HJ0297;SPC CO S     - 1,327,319.90  3,898,675.93   sFT  0.99995991   +1 54 04.0
 HJ0297;UTM  13      - 4,156,251.675   729,708.651   MT  1.00025000   +1 35 02.4
 HJ0297
 HJ0297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0297!SPC CO S     -   0.99980779  x   0.99995991  =   0.99976771
 HJ0297!UTM  13      -   0.99980779  x   1.00025000  =   1.00005774
 HJ0297
 HJ0297:                Primary Azimuth Mark                     Grid Az
 HJ0297:SPC CO S     -  WALSH MUNICIPAL TANK                     142 53 11.4
 HJ0297:UTM  13      -  WALSH MUNICIPAL TANK                     143 12 13.0
 HJ0297
 HJ0297|---------------------------------------------------------------------|
 HJ0297| PID    Reference Object                     Distance      Geod. Az  |
 HJ0297|                                                           dddmmss.s |
 HJ0297| HJ0315 WALSH MUNICIPAL TANK                APPROX.18.7 KM 1444715.4 |
 HJ0297| CM8032 ELI RM 2                             25.518 METERS 24333     |
 HJ0297| CM8030 ELI AZ MK                                          3584527.6 |
 HJ0297| CM8031 ELI RM 1                             19.185 METERS 35928     |
 HJ0297|---------------------------------------------------------------------|
 HJ0297
 HJ0297                          SUPERSEDED SURVEY CONTROL
 HJ0297
 HJ0297  NAD 83(1992)-  37 31 28.75448(N)    102 24 02.05462(W) AD(       ) 1
 HJ0297  NAD 83(1986)-  37 31 28.75491(N)    102 24 02.04579(W) AD(       ) 1
 HJ0297  NAD 27      -  37 31 28.70927(N)    102 24 00.36320(W) AD(       ) 1
 HJ0297
 HJ0297.Superseded values are not recommended for survey control.
 HJ0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0297.See file dsdata.txt to determine how the superseded data were derived.
 HJ0297
 HJ0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB2970956252(NAD 83)
 HJ0297_MARKER: DS = TRIANGULATION STATION DISK
 HJ0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0297
 HJ0297  HISTORY     - Date     Condition        Report By
 HJ0297  HISTORY     - 1953     MONUMENTED       CGS
 HJ0297  HISTORY     - 1971     POOR             USGS
 HJ0297
 HJ0297                          STATION DESCRIPTION
 HJ0297
 HJ0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HJ0297'STATION IS LOCATED, AIRLINE, ABOUT 2-1/2 MILES SOUTH OF THE
 HJ0297'VILLAGE OF TWO BUTTES, 12 MILES EAST OF U.S. HIGHWAY 287 AND
 HJ0297'ON THE EAST RIGHT-OF-WAY OF A COUNTY ROAD.
 HJ0297'
 HJ0297'STATION IS REACHED AS FOLLOWS--FROM THE MAIN INTERSECTION OF THE
 HJ0297'VILLAGE OF TWO BUTTES, GO SOUTH FOR 0.35 MILE, TURN RIGHT AND
 HJ0297'GO 0.2 MILE TO A T ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH FOR
 HJ0297'1.5 MILES TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH FOR
 HJ0297'0.7 MILE TO THE STATION ON THE LEFT.
 HJ0297'
 HJ0297'STATION MARK, STAMPED ELI 1953, IS A STANDARD DISK SET IN THE
 HJ0297'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 HJ0297'IT IS 33.5 FEET EAST OF THE CENTERLINE OF THE ROAD AND 4.0
 HJ0297'FEET NORTHWEST OF A WITNESS POST.
 HJ0297'
 HJ0297'REFERENCE MARK NUMBER 1, STAMPED ELI NO 1 1953, IS A STANDARD
 HJ0297'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH
 HJ0297'WITH THE GROUND AND AT THE STATION ELEVATION IT IS 39.0 FEET
 HJ0297'EAST OF THE CENTERLINE OF THE ROAD.
 HJ0297'
 HJ0297'REFERENCE MARK NUMBER 2, STAMPED ELI NO 2 1953, IS A STANDARD
 HJ0297'DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST, PROJECTING
 HJ0297'3 INCHES AND AT THE STATION ELEVATION.  IT IS 48.5 FEET WEST
 HJ0297'OF THE CENTERLINE OF THE ROAD AND 0.5 FEET EAST OF A FENCE
 HJ0297'LINE.
 HJ0297'
 HJ0297'AZIMUTH MARK, STAMPED ELI 1953, IS A STANDARD DISK SET IN THE
 HJ0297'TOP OF A 12 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 HJ0297'IT IS 37.0 FEET WEST OF THE CENTERLINE OF THE ROAD AND 2.5 FEET
 HJ0297'EAST OF A POWER LINE POLE.
 HJ0297'
 HJ0297'HEIGHT OF LIGHT ABOVE STATION MARK 8 METERS.
 HJ0297
 HJ0297                          STATION RECOVERY (1971)
 HJ0297
 HJ0297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (LTJ)
 HJ0297'CONCRETE POST WITH DISK DUG UP, LAYING ON GROUND, REFERENCE
 HJ0297'MARKS SEARCHED FOR AND NOT FOUND, AZIMUTH MARK DESTROYED, CONCRETE
 HJ0297'POST FOUND WITH TOP MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1635 ***********************************************************************
 KK1635  DESIGNATION -  ELIZABETH COLO GAS RELAY TOWER
 KK1635  PID         -  KK1635
 KK1635  STATE/COUNTY-  CO/DOUGLAS
 KK1635  USGS QUAD   -  RUSSELLVILLE GULCH (1994)
 KK1635
 KK1635                         *CURRENT SURVEY CONTROL
 KK1635  ___________________________________________________________________
 KK1635* NAD 83(1992)-  39 22 23.90909(N)    104 40 53.08338(W)     ADJUSTED  
 KK1635* NAVD 88     -                                                        
 KK1635  ___________________________________________________________________
 KK1635  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 KK1635  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 KK1635
 KK1635  HORZ ORDER  -  THIRD
 KK1635
 KK1635.The horizontal coordinates were established by classical geodetic methods
 KK1635.and adjusted by the National Geodetic Survey in January 1993..
 KK1635
 KK1635
 KK1635.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1635
 KK1635.The geoid height was determined by GEOID03.
 KK1635
 KK1635;                    North         East     Units Scale Factor Converg.
 KK1635;SPC CO C     -   476,068.348   984,934.351   MT  0.99994717   +0 30 58.6
 KK1635;SPC CO C     - 1,561,900.91  3,231,405.45   sFT  0.99994717   +0 30 58.6
 KK1635;UTM  13      - 4,358,252.711   527,441.568   MT  0.99960927   +0 12 07.6
 KK1635
 KK1635                          SUPERSEDED SURVEY CONTROL
 KK1635
 KK1635  NAD 83(1986)-  39 22 23.90270(N)    104 40 53.08001(W) AD(       ) 4
 KK1635  NAD 27      -  39 22 23.94593(N)    104 40 51.17334(W) AD(       ) 3
 KK1635
 KK1635.Superseded values are not recommended for survey control.
 KK1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1635.See file dsdata.txt to determine how the superseded data were derived.
 KK1635
 KK1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED2744258253(NAD 83)
 KK1635_MARKER: 55 = TOWER
 KK1635
 KK1635  HISTORY     - Date     Condition        Report By
 KK1635  HISTORY     - 1960     FIRST OBSERVED   CGS
 KK1635
 KK1635                          STATION DESCRIPTION
 KK1635
 KK1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KK1635'THE STATION, A SINGLE COLUMN STEEL STRUCTURE PAINTED ALTERNATELY
 KK1635'RED AND WHITE IS ABOUT 5 MILES WEST-NORTHWEST OF ELIZABETH.  IT
 KK1635'HAS AN OVER-ALL HEIGHT OF 160 FEET AND THE TOP AND CENTER WAS THE
 KK1635'POINT OBSERVED UPON.
 KK1635'
 KK1635'TO REACH THE STATION FROM THE POST OFFICE IN ELIZABETH GO WEST
 KK1635'ON STATE HIGHWAY 86 FOR 4.7 MILES TO A SIDE ROAD RIGHT, TURN
 KK1635'RIGHT AND GO NORTH ON THE GRAVELED ROAD FOR 0.25 MILE TO A WIRE
 KK1635'GATE ON THE LEFT, TURN LEFT, PASS THRU THE WIRE GATE, AND GO
 KK1635'NORTHWEST ON THE TRACK ROAD FOR 0.3 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1634 ***********************************************************************
 KK1634  DESIGNATION -  ELIZABETH COLO ST PATROL MAST
 KK1634  PID         -  KK1634
 KK1634  STATE/COUNTY-  CO/DOUGLAS
 KK1634  USGS QUAD   -  RUSSELLVILLE GULCH (1994)
 KK1634
 KK1634                         *CURRENT SURVEY CONTROL
 KK1634  ___________________________________________________________________
 KK1634* NAD 83(1992)-  39 22 23.14959(N)    104 40 48.52539(W)     ADJUSTED  
 KK1634* NAVD 88     -                                                        
 KK1634  ___________________________________________________________________
 KK1634  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 KK1634  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 KK1634
 KK1634  HORZ ORDER  -  THIRD
 KK1634
 KK1634.The horizontal coordinates were established by classical geodetic methods
 KK1634.and adjusted by the National Geodetic Survey in January 1993..
 KK1634
 KK1634
 KK1634.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1634
 KK1634.The geoid height was determined by GEOID03.
 KK1634
 KK1634;                    North         East     Units Scale Factor Converg.
 KK1634;SPC CO C     -   476,045.911   985,043.652   MT  0.99994715   +0 31 01.5
 KK1634;SPC CO C     - 1,561,827.29  3,231,764.05   sFT  0.99994715   +0 31 01.5
 KK1634;UTM  13      - 4,358,229.683   527,550.707   MT  0.99960935   +0 12 10.5
 KK1634
 KK1634                          SUPERSEDED SURVEY CONTROL
 KK1634
 KK1634  NAD 83(1986)-  39 22 23.14330(N)    104 40 48.52218(W) AD(       ) 4
 KK1634  NAD 27      -  39 22 23.18388(N)    104 40 46.61368(W) AD(       ) 3
 KK1634
 KK1634.Superseded values are not recommended for survey control.
 KK1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1634.See file dsdata.txt to determine how the superseded data were derived.
 KK1634
 KK1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED2755158230(NAD 83)
 KK1634
 KK1634  HISTORY     - Date     Condition        Report By
 KK1634  HISTORY     - 1960     FIRST OBSERVED   CGS
 KK1634
 KK1634                          STATION DESCRIPTION
 KK1634
 KK1634'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KK1634'THE STATION, A PAIR OF MASTS PAINTED ALTERNATELY RED AND WHITE
 KK1634'WITH SEVEN SUPPORTS BETWEEN THEM THAT ARE ALSO PAINTED
 KK1634'ALTERNATELY RED AND WHITE, IS ABOUT 5 MILES WEST-NORTHWEST OF
 KK1634'ELIZABETH.  IT HAS AN OVER-ALL HEIGHT OF 135 FEET AND THE TOP AND
 KK1634'CENTER WAS THE POINT OBSERVED UPON.
 KK1634'
 KK1634'TO REACH THE STATION FROM THE POST OFFICE IN ELIZABETH GO WEST
 KK1634'ON STATE HIGHWAY 86 FOR 4.7 MILES TO A SIDE ROAD RIGHT, TURN
 KK1634'RIGHT AND GO NORTH ON THE GRAVELED ROAD FOR 0.25 MILE TO A WIRE
 KK1634'GATE ON THE LEFT, TURN LEFT, PASS THRU THE WIRE GATE, AND GO
 KK1634'NORTHWEST ON THE TRACK ROAD FOR 0.2 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0582 ***********************************************************************
 LM0582  DESIGNATION -  ELK
 LM0582  PID         -  LM0582
 LM0582  STATE/COUNTY-  CO/GRAND
 LM0582  USGS QUAD   -  CORRAL PEAKS (1980)
 LM0582
 LM0582                         *CURRENT SURVEY CONTROL
 LM0582  ___________________________________________________________________
 LM0582* NAD 83(1992)-  40 09 42.90375(N)    106 07 42.43438(W)     ADJUSTED  
 LM0582* NAVD 88     -      3482.1    (meters)   11424.     (feet)  VERTCON   
 LM0582  ___________________________________________________________________
 LM0582  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 LM0582  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 LM0582
 LM0582  HORZ ORDER  -  SECOND
 LM0582
 LM0582.The horizontal coordinates were established by classical geodetic methods
 LM0582.and adjusted by the National Geodetic Survey in January 1993..
 LM0582
 LM0582.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0582
 LM0582.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0582
 LM0582.The geoid height was determined by GEOID03.
 LM0582
 LM0582;                    North         East     Units Scale Factor Converg.
 LM0582;SPC CO N     -   396,988.217   860,865.385   MT  0.99995804   -0 24 21.8
 LM0582;SPC CO N     - 1,302,452.18  2,824,355.85   sFT  0.99995804   -0 24 21.8
 LM0582;UTM  13      - 4,446,339.133   403,902.348   MT  0.99971368   -0 43 40.3
 LM0582
 LM0582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0582!SPC CO N     -   0.99945602  x   0.99995804  =   0.99941408
 LM0582!UTM  13      -   0.99945602  x   0.99971368  =   0.99916986
 LM0582
 LM0582                          SUPERSEDED SURVEY CONTROL
 LM0582
 LM0582  NAD 83(1986)-  40 09 42.89780(N)    106 07 42.43153(W) AD(       ) 2
 LM0582  NAD 27      -  40 09 42.95100(N)    106 07 40.34800(W) AD(       ) 2
 LM0582  NGVD 29 (10/17/91) 3480.5    (m)        11419.     (f) VERT ANG       
 LM0582
 LM0582.Superseded values are not recommended for survey control.
 LM0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0582.See file dsdata.txt to determine how the superseded data were derived.
 LM0582
 LM0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE0390246339(NAD 83)
 LM0582_MARKER: DD = SURVEY DISK
 LM0582_SETTING: 66 = SET IN ROCK OUTCROP
 LM0582_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LM0582_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LM0582+STABILITY: POSITION/ELEVATION WELL
 LM0582
 LM0582  HISTORY     - Date     Condition        Report By
 LM0582  HISTORY     - 1929     MONUMENTED       USGS
 LM0582  HISTORY     - 1939     GOOD             CGS
 LM0582  HISTORY     - 1951     GOOD             USGS
 LM0582
 LM0582                          STATION DESCRIPTION
 LM0582
 LM0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 LM0582'STATION MARK--STANDARD USGS TABLET SET IN DRILL HOLE IN
 LM0582'OUTCROPPING BEDROCK, NOT STAMPED.
 LM0582
 LM0582                          STATION RECOVERY (1951)
 LM0582
 LM0582'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951 (WRH)
 LM0582'THE STATION IS LOCATED ABOUT 7 MILES AIRLINE NORTH NORTHWEST
 LM0582'OF HOT SULPHUR SPRINGS, ABOUT 8 MILES AIRLINE NORTH NORTHEAST
 LM0582'OF PARSHALL, AND ABOUT 13 MILES AIRLINE NORTHWEST OF GRANBY, ON
 LM0582'THE HIGHEST POINT OF ELK MOUNTAIN.
 LM0582'
 LM0582'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK SET
 LM0582'IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.
 LM0582'THERE IS NO STAMPING ON THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0631 ***********************************************************************
 LM0631  DESIGNATION -  ELK
 LM0631  PID         -  LM0631
 LM0631  STATE/COUNTY-  CO/ROUTT
 LM0631  USGS QUAD   -  MAD CREEK (1962)
 LM0631
 LM0631                         *CURRENT SURVEY CONTROL
 LM0631  ___________________________________________________________________
 LM0631* NAD 83(1992)-  40 34 09.82958(N)    106 58 02.50290(W)     ADJUSTED  
 LM0631* NAVD 88     -      2668.0    (meters)    8753.     (feet)  VERTCON   
 LM0631  ___________________________________________________________________
 LM0631  LAPLACE CORR-           5.72  (seconds)                    DEFLEC99
 LM0631  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 LM0631
 LM0631  HORZ ORDER  -  SECOND
 LM0631
 LM0631.The horizontal coordinates were established by classical geodetic methods
 LM0631.and adjusted by the National Geodetic Survey in January 1993..
 LM0631
 LM0631.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0631
 LM0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0631
 LM0631.The geoid height was determined by GEOID03.
 LM0631
 LM0631;                    North         East     Units Scale Factor Converg.
 LM0631;SPC CO N     -   443,071.958   790,154.221   MT  0.99997228   -0 56 53.2
 LM0631;SPC CO N     - 1,453,645.25  2,592,364.31   sFT  0.99997228   -0 56 53.2
 LM0631;UTM  13      - 4,492,817.749   333,464.630   MT  0.99994139   -1 16 47.3
 LM0631
 LM0631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0631!SPC CO N     -   0.99958368  x   0.99997228  =   0.99955597
 LM0631!UTM  13      -   0.99958368  x   0.99994139  =   0.99952509
 LM0631
 LM0631|---------------------------------------------------------------------|
 LM0631| PID    Reference Object                     Distance      Geod. Az  |
 LM0631|                                                           dddmmss.s |
 LM0631| CP4906 ELK RM 1                              7.438 METERS 16526     |
 LM0631| CP4905 ELK AZ MK                                          2404510.3 |
 LM0631| CP4907 ELK RM 2                              6.514 METERS 25345     |
 LM0631|---------------------------------------------------------------------|
 LM0631
 LM0631                          SUPERSEDED SURVEY CONTROL
 LM0631
 LM0631  NAD 83(1986)-  40 34 09.82849(N)    106 58 02.49756(W) AD(       ) 2
 LM0631  NAD 27      -  40 34 09.91500(N)    106 58 00.30600(W) AD(       ) 2
 LM0631  NGVD 29 (07/19/86) 2666.7    (m)         8749.     (f) VERT ANG       
 LM0631
 LM0631.Superseded values are not recommended for survey control.
 LM0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0631.See file dsdata.txt to determine how the superseded data were derived.
 LM0631
 LM0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE3346592818(NAD 83)
 LM0631_MARKER: DS = TRIANGULATION STATION DISK
 LM0631_SETTING: 0 = UNSPECIFIED SETTING
 LM0631
 LM0631  HISTORY     - Date     Condition        Report By
 LM0631  HISTORY     - 1949     MONUMENTED       CGS
 LM0631
 LM0631                          STATION DESCRIPTION
 LM0631
 LM0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LM0631'THE STATION IS LOCATED ON THE HIGHEST POINT OF ELK MOUNTAIN, A
 LM0631'PROMINENT BRUSH-COVERED MOUNTAIN ABOUT 9.0 MILES AIR LINE
 LM0631'NORTHWEST OF STEAMBOAT SPRINGS AND ABOUT 5 MILES AIR LINE NORTH
 LM0631'OF THE YAMPA RIVER.  THE STATION MARK IS WELDED ON THE TOP OF A
 LM0631'3-INCH PIPE, PROJECTS 12 INCHES AND STAMPED, ELK 1949.
 LM0631'
 LM0631'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS THE
 LM0631'STATION MARK, IS WELDED ON THE TOP OF A 3-INCH PIPE, PROJECTS
 LM0631'10 INCHES AND STAMPED, ELK NO 1 1949.
 LM0631'
 LM0631'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS THE
 LM0631'STATION MARK, IS WELDED ON THE TOP OF A 3-INCH PIPE, PROJECTS
 LM0631'10 INCHES AND STAMPED, ELK NO 2 1949.
 LM0631'
 LM0631'THE AZIMUTH MARK IS ON THE NORTH EDGE OF A SMALL RIDGE ABOUT
 LM0631'150 FEET SOUTH OF ROAD, 10 FEET NORTH OF A WHITE WITNESS POST,
 LM0631'PROJECTS 2 FEET AND STAMPED, ELK 1949.
 LM0631'
 LM0631'TO REACH THE STATION FROM STEAMBOAT SPRINGS, GO WEST ON
 LM0631'U.S. HIGHWAY 40 FOR 8.3 MILES TO A BRIDGE OVER ELK RIVER.  CONTINUE
 LM0631'ON HIGHWAY FOR 0.45 MILE TO A T-ROAD RIGHT, NORTH.  TURN RIGHT
 LM0631'AND FOLLOW GRADED ROAD FOR 2.5 MILES TO FORK.  TAKE LEFT FORK
 LM0631'ROUTT COUNTY ROUTE 46 FOR 1.65 MILES TO FORK.  TAKE RIGHT FORK
 LM0631'FOR 2.0 MILES TO THE AZIMUTH ON THE RIGHT, SOUTH, AS DESCRIBED
 LM0631'ABOVE.  CONTINUE 0.1 MILE TO SCHOOL HOUSE ON THE RIGHT.
 LM0631'CONTINUE STRAIGHT AHEAD FOR 1.1 MILES TO A RANCH HOUSE ON THE
 LM0631'LEFT AND WIRE GATE ON THE RIGHT.  TURN RIGHT, PASSING THROUGH
 LM0631'WIRE GATE AND FOLLOW TRACK ROAD FOR 0.35 MILE TO A FENCED GARDEN
 LM0631'PLOT.  PASS TO THE RIGHT OF GARDEN PLOT AND CONTINUE UP DRAW
 LM0631'FOR 0.15 MILE TO A TRIANGLE BLAZE AND THE END OF TRUCK
 LM0631'TRAVEL FOR A 2-WHEEL DRIVE VEHICLE.  HERE PACK
 LM0631'EAST-NORTHEAST UP DRAW FOR ABOUT 0.2 MILE.  THEN PACK TO
 LM0631'TOP OF RIDGE AND FOLLOW RIDGE EASTERLY TO THE HIGHEST POINT
 LM0631'AND STATION.  A 1 1/2-HOUR PACK.  NOTE--FROM THE END OF TRUCK
 LM0631'TRAVEL, A 4-WHEEL DRIVE VEHICLE CAN BE DRIVEN UP RIDGE ABOUT 0.6
 LM0631'MILE BY TURNING TO LEFT, NORTH, AND THEN PICKING WAY THROUGH
 LM0631'SCRUB OAK TO SMALL GRASSY DRAW WHICH RUNS NORTHEASTERLY BETWEEN
 LM0631'TWO SMALL RIDGES.  FOLLOW DRAW TO TOP OF RIDGE AND BRUSH AND
 LM0631'THE END OF TRUCK TRAVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0663 ***********************************************************************
 HL0663  DESIGNATION -  ELK
 HL0663  PID         -  HL0663
 HL0663  STATE/COUNTY-  CO/LA PLATA
 HL0663  USGS QUAD   -  ELECTRA LAKE (1960)
 HL0663
 HL0663                         *CURRENT SURVEY CONTROL
 HL0663  ___________________________________________________________________
 HL0663* NAD 83(1992)-  37 33 58.37043(N)    107 52 09.89001(W)     ADJUSTED  
 HL0663* NAVD 88     -      3230.7    (meters)   10599.     (feet)  VERTCON   
 HL0663  ___________________________________________________________________
 HL0663  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 HL0663  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 HL0663
 HL0663  HORZ ORDER  -  THIRD
 HL0663
 HL0663.The horizontal coordinates were established by classical geodetic methods
 HL0663.and adjusted by the National Geodetic Survey in January 1993..
 HL0663
 HL0663.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0663
 HL0663.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0663
 HL0663.The geoid height was determined by GEOID03.
 HL0663
 HL0663;                    North         East     Units Scale Factor Converg.
 HL0663;SPC CO S     -   407,290.215   705,102.100   MT  0.99995627   -1 27 12.0
 HL0663;SPC CO S     - 1,336,251.31  2,313,322.47   sFT  0.99995627   -1 27 12.0
 HL0663;UTM  13      - 4,161,558.199   246,568.989   MT  1.00039119   -1 45 01.3
 HL0663
 HL0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0663!SPC CO S     -   0.99949591  x   0.99995627  =   0.99945220
 HL0663!UTM  13      -   0.99949591  x   1.00039119  =   0.99988691
 HL0663
 HL0663                          SUPERSEDED SURVEY CONTROL
 HL0663
 HL0663  NAD 83(1986)-  37 33 58.37162(N)    107 52 09.89438(W) AD(       ) 3
 HL0663  NGVD 29 (11/25/91) 3229.2    (m)        10594.     (f) VERT ANG       
 HL0663
 HL0663.Superseded values are not recommended for survey control.
 HL0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0663.See file dsdata.txt to determine how the superseded data were derived.
 HL0663
 HL0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB4656961558(NAD 83)
 HL0663_MARKER: DD = SURVEY DISK
 HL0663_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HL0663_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HL0663_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0663
 HL0663  HISTORY     - Date     Condition        Report By
 HL0663  HISTORY     - 1957     MONUMENTED       USGS
 HL0663
 HL0663                          STATION DESCRIPTION
 HL0663
 HL0663'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 HL0663'THE STATION IS LOCATED IN LA PLATA COUNTY, COLORADO, 20 MI. (AIRLINE)
 HL0663'N. OF DURANGO, COLORADO, 4 MI. (AIRLINE) W. OF ELECTRA LAKE, ON THE
 HL0663'DIVIDE BETWEEN ELK AND DUTCH CREEKS.
 HL0663'
 HL0663'TO REACH THE STATION FROM THE POST OFFICE IN DURANGO, GO N. ON U.S.
 HL0663'HIGHWAY 550 FOR 28 MI. TO HERMOSA PARK ROAD, TURN LEFT AND FOLLOW
 HL0663'PARK ROAD 2.6 MI. TO DIVIDE AND RD. FORKS, TAKE LEFT FORK AND PROCEED
 HL0663'S. UP LOGGING RD. 1.2 MI. TO RD. FORK, TAKE RIGHT FORK AND GO 1.8 MI.
 HL0663'TO TOP OF RIDGE AND BEGINNING OF JEEP TRAIL TO RIGHT AND CONTINUE
 HL0663'ALONG RIDGE 5.7 MI. TO END OF JEEP TRAVEL.  CONTINUE ALONG RIDGE ON
 HL0663'FOOT FOR APPROXIMATELY 1.5 MI. TO TIMBERED TOP AND STATION.
 HL0663'
 HL0663'STATION MARK--STANDARD TABLET SET IN THE TOP OF A 1/2 IN. GALVANIZED
 HL0663'PIPE DRIVEN INTO THE GROUND 3 FT. AND STAMPED---ELK 1957---.
 HL0663'(TABLET IS ABOUT 8 IN. ABOVE GROUND.)
 HL0663'
 HL0663'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0571 ***********************************************************************
 HK0571  DESIGNATION -  ELK
 HK0571  PID         -  HK0571
 HK0571  STATE/COUNTY-  CO/COSTILLA
 HK0571  USGS QUAD   -  MC CARTY PARK (1994)
 HK0571
 HK0571                         *CURRENT SURVEY CONTROL
 HK0571  ___________________________________________________________________
 HK0571* NAD 83(1992)-  37 28 00.85039(N)    105 13 54.50954(W)     ADJUSTED  
 HK0571* NAVD 88     -      3280.3    (meters)   10762.     (feet)  VERTCON   
 HK0571  ___________________________________________________________________
 HK0571  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 HK0571  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 HK0571
 HK0571  HORZ ORDER  -  THIRD
 HK0571
 HK0571.The horizontal coordinates were established by classical geodetic methods
 HK0571.and adjusted by the National Geodetic Survey in January 1993..
 HK0571
 HK0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0571
 HK0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0571
 HK0571.The geoid height was determined by GEOID03.
 HK0571
 HK0571;                    North         East     Units Scale Factor Converg.
 HK0571;SPC CO S     -   393,647.769   938,126.427   MT  0.99996582   +0 09 52.2
 HK0571;SPC CO S     - 1,291,492.72  3,077,836.45   sFT  0.99996582   +0 09 52.2
 HK0571;UTM  13      - 4,146,694.695   479,501.401   MT  0.99960518   -0 08 27.6
 HK0571
 HK0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0571!SPC CO S     -   0.99948803  x   0.99996582  =   0.99945387
 HK0571!UTM  13      -   0.99948803  x   0.99960518  =   0.99909341
 HK0571
 HK0571                          SUPERSEDED SURVEY CONTROL
 HK0571
 HK0571  NAD 83(1992)-  37 28 00.84963(N)    105 13 54.52238(W) AD(       ) 3
 HK0571  NGVD 29 (06/01/92) 3278.9    (m)        10758.     (f) VERT ANG       
 HK0571
 HK0571.Superseded values are not recommended for survey control.
 HK0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0571.See file dsdata.txt to determine how the superseded data were derived.
 HK0571
 HK0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB7950146695(NAD 83)
 HK0571_MARKER: DD = SURVEY DISK
 HK0571_SETTING: 66 = SET IN ROCK OUTCROP
 HK0571_SP_SET: SET IN ROCK OUTCROP
 HK0571_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HK0571+STABILITY: POSITION/ELEVATION WELL
 HK0571
 HK0571  HISTORY     - Date     Condition        Report By
 HK0571  HISTORY     - 1963     MONUMENTED       USGS
 HK0571
 HK0571                          STATION DESCRIPTION
 HK0571
 HK0571'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 HK0571'ABOUT 11.2 MI. (AIRLINE) ENE. OF FORT GARLAND, COLORADO, AND ABOUT 3.1
 HK0571'MI. WSW. OF THE OLD DEPOT STATION --FIR-- OF THE DENVER AND RIO GRANDE
 HK0571'WESTERN RAILROAD, 13 FT. N. AND 2 FT. LOWER THAN THE HIGHEST POINT OF
 HK0571'THE HIGHEST BARE-TOPPED KNOB BETWEEN WAGON AND WEST INDIAN CREEKS ON
 HK0571'THE TRINCHERA RANCH.
 HK0571'
 HK0571'TO REACH FROM --RUSSELL SIDING-- OF THE DENVER AND RIO GRANDE WESTERN
 HK0571'RAILROAD, DRIVE 4.0 MI. E. ON DIRT RD. ALONG SIDE OF THE RAILROAD UP
 HK0571'WAGON CREEK TO RD. FORK RIGHT, TURN RIGHT (S.) ON LOGGING TRAIL AND GO
 HK0571'0.25 MI. TO CROSSROADS, TURN LEFT (NE.) AND GO 1.3 MI. UP BROW OF
 HK0571'RIDGE TO RD. FORK LEFT, TURN LEFT (SE.) AND GO 1.6 MI. S. ALONG E.
 HK0571'SIDE OF HILL THRU HEAVY TIMBER TO A LARGE CLEARING, CONTINUE SE. 0.9
 HK0571'MI. ACROSS CLEARING (ELK PARK) TO THE EXTREME SE. CORNER OF THE
 HK0571'CLEARING AND THE END OF TRUCK TRAVEL.  WALK SW. 0.3 MI. TO TOP OF
 HK0571'RIDGE, THENCE 0.4 MI. S. ALONG RIDGE TO TOP, THENCE 0.5 MI. W. ACROSS
 HK0571'LARGE SADDLE TO HIGHEST TOP IN VICINITY AND STATION SITE.
 HK0571'
 HK0571'STATION MARK--STANDARD TABLET STAMPED---ELK-ET 1963---, CEMENTED IN
 HK0571'LARGE ROCK FLUSH WITH TOP OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0581 ***********************************************************************
 LM0581  DESIGNATION -  ELK MOUNTAIN
 LM0581  PID         -  LM0581
 LM0581  STATE/COUNTY-  CO/GRAND
 LM0581  USGS QUAD   -  CORRAL PEAKS (1980)
 LM0581
 LM0581                         *CURRENT SURVEY CONTROL
 LM0581  ___________________________________________________________________
 LM0581* NAD 83(1992)-  40 09 43.03971(N)    106 07 42.64935(W)     ADJUSTED  
 LM0581* NAVD 88     -      3480.4    (meters)   11419.     (feet)  VERTCON   
 LM0581  ___________________________________________________________________
 LM0581  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 LM0581  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 LM0581
 LM0581  HORZ ORDER  -  FIRST
 LM0581
 LM0581.The horizontal coordinates were established by classical geodetic methods
 LM0581.and adjusted by the National Geodetic Survey in January 1993..
 LM0581
 LM0581.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0581
 LM0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0581
 LM0581.The geoid height was determined by GEOID03.
 LM0581
 LM0581;                    North         East     Units Scale Factor Converg.
 LM0581;SPC CO N     -   396,992.446   860,860.328   MT  0.99995804   -0 24 22.0
 LM0581;SPC CO N     - 1,302,466.05  2,824,339.26   sFT  0.99995804   -0 24 22.0
 LM0581;UTM  13      - 4,446,343.389   403,897.316   MT  0.99971369   -0 43 40.4
 LM0581
 LM0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0581!SPC CO N     -   0.99945629  x   0.99995804  =   0.99941435
 LM0581!UTM  13      -   0.99945629  x   0.99971369  =   0.99917013
 LM0581
 LM0581:                Primary Azimuth Mark                     Grid Az
 LM0581:SPC CO N     -  NORTH ARAPAHOE PEAK CAIRN                110 29 43.9
 LM0581:UTM  13      -  NORTH ARAPAHOE PEAK CAIRN                110 49 02.3
 LM0581
 LM0581|---------------------------------------------------------------------|
 LM0581| PID    Reference Object                     Distance      Geod. Az  |
 LM0581|                                                           dddmmss.s |
 LM0581| LL1357 NORTH ARAPAHOE PEAK CAIRN           APPROX.43.5 KM 1100521.9 |
 LM0581| LM0582 ELK                                   6.593 METERS 12930     |
 LM0581| CP4909 ELK MOUNTAIN RM 1                     7.548 METERS 18259     |
 LM0581| KL0620 LOS ANGELES DENVER AWY BCN 79       APPROX.28.6 KM 2045754.2 |
 LM0581| CP4910 ELK MOUNTAIN RM 2                     7.382 METERS 33319     |
 LM0581| CP4908 ELK MOUNTAIN AZ MK                                 3362448.7 |
 LM0581|---------------------------------------------------------------------|
 LM0581
 LM0581                          SUPERSEDED SURVEY CONTROL
 LM0581
 LM0581  NAD 83(1986)-  40 09 43.03374(N)    106 07 42.64649(W) AD(       ) 1
 LM0581  NAD 27      -  40 09 43.08700(N)    106 07 40.56300(W) AD(       ) 1
 LM0581  NGVD 29 (07/19/86) 3478.8    (m)        11413.     (f) VERT ANG       
 LM0581
 LM0581.Superseded values are not recommended for survey control.
 LM0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0581.See file dsdata.txt to determine how the superseded data were derived.
 LM0581
 LM0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE0389746343(NAD 83)
 LM0581_MARKER: DS = TRIANGULATION STATION DISK
 LM0581_SETTING: 80 = SET IN A BOULDER
 LM0581_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LM0581
 LM0581  HISTORY     - Date     Condition        Report By
 LM0581  HISTORY     - 1939     MONUMENTED       CGS
 LM0581  HISTORY     - 1951     GOOD             CGS
 LM0581
 LM0581                          STATION DESCRIPTION
 LM0581
 LM0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ)
 LM0581'ON THE HIGHEST POINT OF ELK MOUNTAIN WHICH IS A LARGE MOUNTAIN
 LM0581'EXTENDING IN A NORTH AND SOUTH DIRECTION AND HAVING VERY STEEP
 LM0581'ROCKY EAST SLOPE AND GENTLE GRASSY PARTIALLY TIMBERED WEST SLOPE.
 LM0581'ABOUT 25 FEET WEST OF THE RIM ON AN OLD VOLCANO CRATER, A SHEER
 LM0581'DROP OF ABOUT 500 FEET TO GENTLE SLOPE.
 LM0581'
 LM0581'TO REACH THE STATION OBTAIN HORSES AND GUIDE AT DROWSY WATER
 LM0581'RANCH WHICH IS REACHED FROM HOT SULPHUR SPRINGS BY GOING EAST
 LM0581'ON HIGHWAY 40 FOR 4.7 MILES TO A DIRT ROAD AND SIGN DROWSY WATER
 LM0581'RANCH ON LEFT.  KEEP DIRT ROAD FOR 1.6 MILES TO RANCH.  TIME
 LM0581'CAN BE SAVED BY HAVING GUIDE AND HORSES MEET PARTY AT THE END
 LM0581'OF TRUCK TRAVEL ALONG THE TRAIL.  GO EAST ON HIGHWAY 40 FROM
 LM0581'HOT SULPHUR SPRINGS FOR 3.2 MILES TO TRACK ROAD TO LEFT.  TURN
 LM0581'LEFT AND GO 2.8 MILES TO END OF TRUCK TRAVEL NEAR A SMALL
 LM0581'STREAM, PASSING A SMALL RANCH HOUSE 0.5 MILE FROM U.S.
 LM0581'HIGHWAY 40 AND THROUGH SEVERAL WIRE GATES ON THE WAY.  THE
 LM0581'TRAIL LIES UP A CANYON FOR ABOUT 4 MILES AND FOLLOWS A WAGON
 LM0581'ROAD.  AT THE END OF THE WAGON ROAD THE TRAIL BEARS WEST
 LM0581'UP A RIDGE, THEN NORTH TO A LARGE SPRING.  FROM HERE THE
 LM0581'TRAIL LEADS UP THE STEEP SLOPE OF MOUNTAIN TO THE TOP.
 LM0581'THENCE NORTHERLY ALONG TOP OF MAIN RIDGE TO THE HIGHEST POINT
 LM0581'AND THE STATION.  THE TRAIL IS WELL BLAZED.  THE STATION
 LM0581'CAN BE REACHED BY FOLLOWING THE U.S. FOREST SERVICE TRAIL UP
 LM0581'SHERIFF CREEK CANYON.
 LM0581'
 LM0581'SURFACE MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN
 LM0581'A BOULDER, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 LM0581'IN OUTCROPPING BEDROCK.
 LM0581'
 LM0581'THE AZIMUTH MARK IS ON THE SAME MOUNTAIN ABOUT 0.15 MILE
 LM0581'NORTH-NORTHWEST OF THE STATION.
 LM0581'
 LM0581'HEIGHT OF LIGHT ABOVE STATION MARK - 1.4 METERS.
 LM0581
 LM0581                          STATION RECOVERY (1951)
 LM0581
 LM0581'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 LM0581'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 LM0581'IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 LM0581'
 LM0581'THE STATION IS LOCATED ON THE HIGHEST POINT OF ELK MOUNTAIN
 LM0581'WHICH IS GRASSY AND SPARSELY TIMBERED ON THE WEST SLOPE.
 LM0581'IT IS AIRLINE ABOUT 7 MILES NORTH-NORTHWEST OF HOT SULPHUR
 LM0581'SPRINGS, ABOUT 8 MILES NORTH-NORTHEAST OF PARSHALL, AND ABOUT
 LM0581'13 MILES NORTHWEST OF GRANBY.
 LM0581'
 LM0581'THE STATION IS A STANDARD DISK STAMPED ELK MT 1939 SET IN A
 LM0581'DRILL HOLE IN A BOULDER WHICH IS ABOUT FLUSH WITH THE GROUND.  IT
 LM0581'IS ABOUT 10 FEET WEST OF THE EAST EDGE OF THE CLIFF.
 LM0581'
 LM0581'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ELK MT
 LM0581'NO 1 1939 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH
 LM0581'IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT 18 INCHES LOWER
 LM0581'THAN THE STATION.
 LM0581'
 LM0581'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ELK
 LM0581'MT NO 2 1939 SET IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK
 LM0581'WHICH IS ABOUT FLUSH WITH THE GROUND AND ABOUT THE SAME
 LM0581'ELEVATION AS THE STATION.
 LM0581'
 LM0581'THE USGS BM IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 LM0581'WITH NO STAMPING, SET IN A DRILL HOLE IN AN OUTCROPPING OF
 LM0581'BEDROCK WHICH IS ABOUT FLUSH WITH THE GROUND AND IS ABOUT 14
 LM0581'INCHES HIGHER THAN THE STATION.
 LM0581'
 LM0581'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ELK MT 1939 SET
 LM0581'IN A DRILL HOLE IN AN OUTCROPPING OF BEDROCK WHICH PROJECTS
 LM0581'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS ABOUT 15 FEET WEST OF THE
 LM0581'EAST EDGE OF THE CLIFF.
 LM0581'
 LM0581'TO REACH THE STATION FROM THE POST OFFICE IN PARSHALL, GO
 LM0581'WEST-NORTHWEST ON U.S. HIGHWAY 40 FOR 1.95 MILES TO A CROSS
 LM0581'ROAD AND A SIGN SUNSET RANCH.  TURN RIGHT, NORTH, LEAVING
 LM0581'THE HIGHWAY, CROSSING THE RAILROAD TRACKS, AND GO 1.6 MILES.
 LM0581'TAKE THE RIGHT FORK AND FOLLOW THE MAIN TRAVELED ROAD, NORTHERLY,
 LM0581'FOR 2.7 MILES.  TAKE THE LEFT FORK AND GO NORTHWEST FOR 0.1
 LM0581'MILE TO A CATTLE GUARD AND A SIGN PRIVATE KEEP OUT.  CROSS THE
 LM0581'CATTLE GUARD AND TAKE THE RIGHT FORK UP HILL FOR 2.9 MILES TO
 LM0581'AN OLD CORRAL AND CAMP SITE ON THE RIGHT.  CONTINUE STRAIGHT
 LM0581'AHEAD ON THE WINDING ROAD, NORTHERLY, FOR 1.95 MILES.  TAKE
 LM0581'THE RIGHT FORK FOR 0.3 MILE.  TAKE THE RIGHT FORK FOR 0.2
 LM0581'MILE.  TAKE THE LEFT FORK AND GO NORTH FOR 0.55 MILE.
 LM0581'TAKE THE RIGHT FORK NORTH AND THEN EAST FOR 0.15 MILE.
 LM0581'TAKE THE RIGHT FORK FOR 0.05 MILE.  TAKE THE RIGHT FORK
 LM0581'STRAIGHT AHEAD, EAST, FOR 0.3 MILE.  TAKE THE LEFT
 LM0581'FORK FOR 0.2 MILE TO A DIM FORK.  TAKE THE LEFT FORK AND
 LM0581'GO ABOUT 100 YARDS TO A FORK.  TAKE THE LEFT FORK, NORTHERLY,
 LM0581'FOR 0.35 MILE TO THE TOP OF A SADDLE AT A POINT WHERE THE ROAD
 LM0581'BREAKS OVER THE RIDGE TO THE EAST AND A LARGE TRIANGLE BLAZE
 LM0581'ON AN 18 INCH PINE TREE WHICH IS ABOUT 60 FEET ON THE LEFT,
 LM0581'NORTH, SIDE OF THE ROAD.  THIS IS THE END OF TRUCK TRAVEL
 LM0581'FOR A REGULAR TRUCK.  A 4-WHEEL DRIVE TRUCK CAN BE DRIVEN TO
 LM0581'THE STATION BY DRIVING NORTH ACROSS COUNTRY ALONG THE
 LM0581'WEST SLOPE FOR ABOUT 0.35 MILE.  THEN EASTERLY UP HILL FOR 0.35
 LM0581'MILE TO THE HIGHEST POINT AND THE STATION.  A 4-WHEEL DRIVE
 LM0581'TRUCK IS RECOMMENDED DURING WET WEATHER.
 LM0581'
 LM0581'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH-NORTHWEST
 LM0581'ALONG THE RIM OF THE MOUNTAIN FOR 0.15 MILE TO THE AZIMUTH
 LM0581'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0692 ***********************************************************************
 KL0692  DESIGNATION -  ELK MTN
 KL0692  PID         -  KL0692
 KL0692  STATE/COUNTY-  CO/GUNNISON
 KL0692  USGS QUAD   -  MARBLE (1987)
 KL0692
 KL0692                         *CURRENT SURVEY CONTROL
 KL0692  ___________________________________________________________________
 KL0692* NAD 83(1992)-  39 06 11.42252(N)    107 11 53.43298(W)     ADJUSTED  
 KL0692* NAVD 88     -      3607.8    (meters)   11837.     (feet)  VERTCON   
 KL0692  ___________________________________________________________________
 KL0692  LAPLACE CORR-          12.83  (seconds)                    DEFLEC99
 KL0692  GEOID HEIGHT-         -14.49  (meters)                     GEOID03
 KL0692
 KL0692  HORZ ORDER  -  SECOND
 KL0692
 KL0692.The horizontal coordinates were established by classical geodetic methods
 KL0692.and adjusted by the National Geodetic Survey in January 1993..
 KL0692
 KL0692.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0692
 KL0692.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0692
 KL0692.The geoid height was determined by GEOID03.
 KL0692
 KL0692;                    North         East     Units Scale Factor Converg.
 KL0692;SPC CO C     -   447,134.764   767,526.811   MT  0.99993591   -1 04 15.7
 KL0692;SPC CO C     - 1,466,974.64  2,518,127.55   sFT  0.99993591   -1 04 15.7
 KL0692;UTM  13      - 4,330,526.240   309,923.206   MT  1.00004488   -1 23 12.6
 KL0692
 KL0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0692!SPC CO C     -   0.99943655  x   0.99993591  =   0.99937250
 KL0692!UTM  13      -   0.99943655  x   1.00004488  =   0.99948140
 KL0692
 KL0692:                Primary Azimuth Mark                     Grid Az
 KL0692:SPC CO C     -  PASS                                     290 37 19.7
 KL0692:UTM  13      -  PASS                                     290 56 16.6
 KL0692
 KL0692|---------------------------------------------------------------------|
 KL0692| PID    Reference Object                     Distance      Geod. Az  |
 KL0692|                                                           dddmmss.s |
 KL0692| KL0695 PASS                                APPROX. 7.8 KM 2893304.0 |
 KL0692| CM6391 ELK MTN RM 1                          8.443 METERS 29600     |
 KL0692| CM6392 ELK MTN RM 2                          7.487 METERS 34615     |
 KL0692|---------------------------------------------------------------------|
 KL0692
 KL0692                          SUPERSEDED SURVEY CONTROL
 KL0692
 KL0692  NAD 83(1986)-  39 06 11.41910(N)    107 11 53.43751(W) AD(       ) 2
 KL0692  NAD 27      -  39 06 11.46400(N)    107 11 51.26400(W) AD(       ) 2
 KL0692  NGVD 29 (07/19/86) 3606.0    (m)        11831.     (f) VERT ANG       
 KL0692
 KL0692.Superseded values are not recommended for survey control.
 KL0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0692.See file dsdata.txt to determine how the superseded data were derived.
 KL0692
 KL0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD0992330526(NAD 83)
 KL0692_MARKER: DS = TRIANGULATION STATION DISK
 KL0692_SETTING: 80 = SET IN A BOULDER
 KL0692_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KL0692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0692
 KL0692  HISTORY     - Date     Condition        Report By
 KL0692  HISTORY     - 1953     MONUMENTED       CGS
 KL0692  HISTORY     - 1959     GOOD             USGS
 KL0692
 KL0692                          STATION DESCRIPTION
 KL0692
 KL0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KL0692'THE STATION IS LOCATED ABOUT 3.0 MILES NORTH-NORTHWEST OF
 KL0692'MARBLE ON THE SUMMIT AND HIGHEST POINT OF ELK MOUNTAIN.  IT
 KL0692'IS STAMPED ELK MTN 1953.
 KL0692'
 KL0692'REFERENCE MARK NO. 1 IS ABOUT 7 FEET LOWER IN ELEVATION THAN
 KL0692'THE STATION AND IS STAMPED ELK MTN NO 1 1953.
 KL0692'
 KL0692'REFERENCE MARK NO. 2 IS ABOUT 4 FEET LOWER IN ELEVATION THAN
 KL0692'THE STATION AND IS STAMPED ELK MTN NO 2 1953.
 KL0692'
 KL0692'TRIANGULATION STATION PASS WAS USED FOR AN AZIMUTH MARK.
 KL0692'
 KL0692'TO REACH THE STATION FROM THE INTERSECTION 1 BLOCK EAST OF THE
 KL0692'CHURCH IN MARBLE, GO NORTH AND EAST CROSSING CREEK FOR 0.9
 KL0692'MILE TO A FORK, TAKE LEFT FORK AND CONTINUE EAST ON MAIN TRAVELED
 KL0692'ROAD FOR 0.2 MILE TO A SIDE ROAD ON THE LEFT.  TURN SHARP LEFT
 KL0692'AND FOLLOW NARROW MOUNTAIN ROAD NORTHWESTERLY FOR 1.4 MILES
 KL0692'TO A RANCH HOUSE AND END OF TRUCK TRAVEL.  FROM THIS POINT PACK
 KL0692'NORTHWESTERLY ON OLD ROAD BED AND ACROSS AN OPEN MEADOW FOR
 KL0692'ABOUT 0.3 MILE TO POINT WHERE TRAIL ENTERS TIMBER, FOLLOW
 KL0692'TRAIL THROUGH TIMBER FOR ABOUT 0.1 MILE AND CROSS CREEK JUST
 KL0692'ABOVE POINT WHERE TWO CREEKS JOIN.  BEAR RIGHT ON WELL
 KL0692'DEFINED TRAIL AND GO NORTHERLY UP RIDGE BETWEEN TWO
 KL0692'CREEKS FOR ABOUT 0.8 MILE TO A TRIANGULAR BLAZED TREE AND
 KL0692'AN ARROW POINTING WEST TOWARD STATION, CONTINUE NORTHERLY
 KL0692'ON TRAIL FOR ABOUT 0.7 MILE TO A SMALL CLEARING AND A DRY
 KL0692'WASH ON THE LEFT.  TURN LEFT AND GO NORTHWEST AND WEST UP
 KL0692'STEEP SLOPE FOR ABOUT 0.8 MILE TO HIGHEST POINT OF
 KL0692'MOUNTAIN AND STATION AS DESCRIBED.
 KL0692'
 KL0692'(THIS IS ABOUT A 4 HOUR PACK.)
 KL0692
 KL0692                          STATION RECOVERY (1959)
 KL0692
 KL0692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KL0692'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1998 ***********************************************************************
 KK1998  DESIGNATION -  ELKHORN
 KK1998  PID         -  KK1998
 KK1998  STATE/COUNTY-  CO/PARK
 KK1998  USGS QUAD   -  ELKHORN (1956)
 KK1998
 KK1998                         *CURRENT SURVEY CONTROL
 KK1998  ___________________________________________________________________
 KK1998* NAD 83(1992)-  39 09 26.44175(N)    105 45 55.14818(W)     ADJUSTED  
 KK1998* NAVD 88     -      3024.3    (meters)    9922.     (feet)  VERTCON   
 KK1998  ___________________________________________________________________
 KK1998  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 KK1998  GEOID HEIGHT-         -13.50  (meters)                     GEOID03
 KK1998
 KK1998  HORZ ORDER  -  THIRD
 KK1998
 KK1998.The horizontal coordinates were established by classical geodetic methods
 KK1998.and adjusted by the National Geodetic Survey in January 1993..
 KK1998
 KK1998.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1998
 KK1998.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1998
 KK1998.The geoid height was determined by GEOID03.
 KK1998
 KK1998;                    North         East     Units Scale Factor Converg.
 KK1998;SPC CO C     -   451,809.135   891,470.686   MT  0.99993639   -0 10 02.4
 KK1998;SPC CO C     - 1,482,310.47  2,924,766.74   sFT  0.99993639   -0 10 02.4
 KK1998;UTM  13      - 4,334,516.425   433,876.315   MT  0.99965384   -0 28 59.8
 KK1998
 KK1998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1998!SPC CO C     -   0.99952785  x   0.99993639  =   0.99946427
 KK1998!UTM  13      -   0.99952785  x   0.99965384  =   0.99918185
 KK1998
 KK1998:                Primary Azimuth Mark                     Grid Az
 KK1998:SPC CO C     -  MARIA                                    170 44 26.7
 KK1998:UTM  13      -  MARIA                                    171 03 24.1
 KK1998
 KK1998|---------------------------------------------------------------------|
 KK1998| PID    Reference Object                     Distance      Geod. Az  |
 KK1998|                                                           dddmmss.s |
 KK1998| KK1994 MARIA                               APPROX. 8.9 KM 1703424.3 |
 KK1998|---------------------------------------------------------------------|
 KK1998
 KK1998                          SUPERSEDED SURVEY CONTROL
 KK1998
 KK1998  NAD 83(1986)-  39 09 26.43546(N)    105 45 55.15261(W) AD(       ) 3
 KK1998  NAD 27      -  39 09 26.46801(N)    105 45 53.11926(W) AD(       ) 3
 KK1998  NGVD 29 (07/19/86) 3022.7    (m)         9917.     (f) VERT ANG       
 KK1998
 KK1998.Superseded values are not recommended for survey control.
 KK1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1998.See file dsdata.txt to determine how the superseded data were derived.
 KK1998
 KK1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD3387634516(NAD 83)
 KK1998_MARKER: DD = SURVEY DISK
 KK1998_SETTING: 66 = SET IN ROCK OUTCROP
 KK1998_SP_SET: SET IN ROCK OUTCROP
 KK1998_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1998+STABILITY: POSITION/ELEVATION WELL
 KK1998
 KK1998  HISTORY     - Date     Condition        Report By
 KK1998  HISTORY     - 1954     MONUMENTED       USGS
 KK1998
 KK1998                          STATION DESCRIPTION
 KK1998
 KK1998'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 KK1998'STATION IS LOCATED ABOUT 13.0 MI. E. OF FAIRPLAY, ON A LOW TIMBERED,
 KK1998'ROCKY HILL.
 KK1998'
 KK1998'TO REACH FROM FAIRPLAY POST OFFICE, GO E. 0.3 MI. ON HIGHWAY 9 TO
 KK1998'JUNCTION OF HIGHWAYS 9 AND 285, TURN LEFT (N.) ONTO HIGHWAY 285 AND
 KK1998'GO 10.2 MI. TO T-RD. E., 0.3 MI. N. OF COMO LAKE.  TURN RIGHT (E.)
 KK1998'AND GO 3.8 MI. TO RD. FORK, TURN RIGHT (S.) AND FOLLOW MAIN TRAVELED
 KK1998'RD. 8.4 MI. IN A SOUTHEASTERLY DIRECTION TO RD. FORK, TURN RIGHT (S.)
 KK1998'AND GO 1.7 MI. TO RD. FORK, TURN LEFT (E.) AND GO 1.1 MI. TO RD. FORK,
 KK1998'CONTINUE STRAIGHT AHEAD (E.) 0.7 MI. TO TOP OF DEEP SADDLE, TURN LEFT
 KK1998'(N.) OFF RD. AND DRIVE 0.2 MI. TO TOP OF HILL AND STATION, ONLY A
 KK1998'FOUR WHEEL DRIVE VEHICLE WILL GO FROM END OF RD. TRAVEL TO TOP OF
 KK1998'HILL.
 KK1998'
 KK1998'STATION MARK--STANDARD TABLET, SET IN A ROCK OUTCROP, STAMPED
 KK1998'---ELKHORN 1954 VABM 9921---.
 KK1998'
 KK1998'REFERENCE MARK--A 7/8 IN. DRILL HOLE, 9.68 FT. DISTANCE FROM STATION
 KK1998'MARK, S 31 DEG 26 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5370 ***********************************************************************
 AA5370  DESIGNATION -  ELKRUN
 AA5370  PID         -  AA5370
 AA5370  STATE/COUNTY-  CO/SUMMIT
 AA5370  USGS QUAD   -  SQUAW CREEK (1987)
 AA5370
 AA5370                         *CURRENT SURVEY CONTROL
 AA5370  ___________________________________________________________________
 AA5370* NAD 83(1992)-  39 46 34.14397(N)    106 09 09.28468(W)     ADJUSTED  
 AA5370* NAVD 88     -      2508.15   (meters)    8228.8    (feet)  RESET     
 AA5370  ___________________________________________________________________
 AA5370  X           -  -1,366,100.509 (meters)                     COMP
 AA5370  Y           -  -4,716,716.405 (meters)                     COMP
 AA5370  Z           -   4,060,511.447 (meters)                     COMP
 AA5370  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AA5370  ELLIP HEIGHT-        2495.64  (meters)          (12/03/02) GPS OBS
 AA5370  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 AA5370
 AA5370  HORZ ORDER  -  FIRST
 AA5370  VERT ORDER  -  THIRD
 AA5370  ELLP ORDER  -  FOURTH    CLASS II
 AA5370
 AA5370.The horizontal coordinates were established by GPS observations
 AA5370.and adjusted by the National Geodetic Survey in June 1995..
 AA5370
 AA5370.The orthometric height was computed from unverified reset data.
 AA5370
 AA5370.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5370
 AA5370.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5370
 AA5370.The ellipsoidal height was determined by GPS observations
 AA5370.and is referenced to NAD 83.
 AA5370
 AA5370.The geoid height was determined by GEOID03.
 AA5370
 AA5370;                    North         East     Units Scale Factor Converg.
 AA5370;SPC CO C     -   520,676.366   858,494.231   MT  1.00000528   -0 24 41.7
 AA5370;SPC CO C     - 1,708,252.38  2,816,576.49   sFT  1.00000528   -0 24 41.7
 AA5370;UTM  13      - 4,403,547.889   401,294.470   MT  0.99971994   -0 44 14.9
 AA5370
 AA5370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5370!SPC CO C     -   0.99960863  x   1.00000528  =   0.99961391
 AA5370!UTM  13      -   0.99960863  x   0.99971994  =   0.99932868
 AA5370
 AA5370                          SUPERSEDED SURVEY CONTROL
 AA5370
 AA5370  ELLIP H (06/21/95) 2495.64   (m)                       GP(       ) 4 1
 AA5370
 AA5370.Superseded values are not recommended for survey control.
 AA5370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5370.See file dsdata.txt to determine how the superseded data were derived.
 AA5370
 AA5370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE0129403548(NAD 83)
 AA5370_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5370_SETTING: 66 = SET IN ROCK OUTCROP
 AA5370_STAMPING: ELKRUN 1993
 AA5370_MARK LOGO: NGS   
 AA5370_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5370_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA5370+STABILITY: POSITION/ELEVATION WELL
 AA5370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5370+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1994
 AA5370
 AA5370  HISTORY     - Date     Condition        Report By
 AA5370  HISTORY     - 1993     MONUMENTED       NGS
 AA5370  HISTORY     - 19940929 GOOD             NGS
 AA5370
 AA5370                          STATION DESCRIPTION
 AA5370
 AA5370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RSC)
 AA5370'THE STATION IS LOCATED APPROX. 11 MI (17.7 KM) NORTH NORTHWEST OF
 AA5370'SILVERTHORNE IN THE NORTHWEST 1/4 SECTION 20, T 3 S, R 78 W, AT STATE
 AA5370'HIGHWAY 9 (SH 9) MILEPOST 113.5.  OWNERSHIP--COLORADO DEPARTMENT OF
 AA5370'TRANSPORTATION (CDOT). TO REACH THE STATION FROM THE EAST JUNCTION OF
 AA5370'INTERSTATE 70 (I-70)AND SH 9 (I-70 EXIT 205), GO NORTH ON SH 9 FOR
 AA5370'11.9 MILESTO THE STATION ON THE RIGHT. THE STATION IS A 3-3/4" NGS CAP
 AA5370'SET IN THE TOP OF A 0.8 M (2.6 FT) X 0.2 M (0.7 FT) ROCK PROJECTING
 AA5370'0.1 M (0.3 FT) OUT OF THE GROUND.  IT IS 19.2 M (63.0 FT) EAST
 AA5370'NORTHEAST OF CENTERLINE OF SH 9, 18.4 M (60.4 FT) SOUTH SOUTHEAST OF
 AA5370'THE CENTERLINE OF A GRAVEL ROAD LEADING TO ELK RUN SUBDIVISION, 17.9 M
 AA5370'(58.7 FT) SOUTH OF THE CENTERLINE OF A GATE ON THE GRAVEL ROAD, 4.5 M
 AA5370'(14.8 FT) WEST SOUTHWEST OF THE EAST RIGHT OF WAY FENCE OF SH 9, 1.1 M
 AA5370'(3.6 FT) NORTHEAST AND SOUTHWEST OF NGS FIBERGLASS WITNESS POSTS, AND
 AA5370'0.6 M (2.0 FT) BELOW THE ROAD.
 AA5370
 AA5370                          STATION RECOVERY (1994)
 AA5370
 AA5370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RSC)
 AA5370'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0765 ***********************************************************************
 KL0765  DESIGNATION -  ELLIOT RIDGE
 KL0765  PID         -  KL0765
 KL0765  STATE/COUNTY-  CO/EAGLE
 KL0765  USGS QUAD   -  PINEY PEAK (1987)
 KL0765
 KL0765                         *CURRENT SURVEY CONTROL
 KL0765  ___________________________________________________________________
 KL0765* NAD 83(1992)-  39 47 58.88377(N)    106 24 04.11142(W)     ADJUSTED  
 KL0765* NAVD 88     -      3644.6    (meters)   11957.     (feet)  VERTCON   
 KL0765  ___________________________________________________________________
 KL0765  LAPLACE CORR-           6.18  (seconds)                    DEFLEC99
 KL0765  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 KL0765
 KL0765  HORZ ORDER  -  THIRD
 KL0765
 KL0765.The horizontal coordinates were established by classical geodetic methods
 KL0765.and adjusted by the National Geodetic Survey in January 1993..
 KL0765
 KL0765.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0765
 KL0765.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0765
 KL0765.The geoid height was determined by GEOID03.
 KL0765
 KL0765;                    North         East     Units Scale Factor Converg.
 KL0765;SPC CO C     -   523,471.887   837,225.930   MT  1.00001021   -0 34 06.0
 KL0765;SPC CO C     - 1,717,424.02  2,746,798.74   sFT  1.00001021   -0 34 06.0
 KL0765;UTM  13      - 4,406,464.082   380,048.010   MT  0.99977714   -0 53 49.1
 KL0765
 KL0765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0765!SPC CO C     -   0.99943052  x   1.00001021  =   0.99944073
 KL0765!UTM  13      -   0.99943052  x   0.99977714  =   0.99920779
 KL0765
 KL0765                          SUPERSEDED SURVEY CONTROL
 KL0765
 KL0765  NAD 83(1986)-  39 47 58.87670(N)    106 24 04.09213(W) AD(       ) 3
 KL0765  NGVD 29 (10/17/91) 3642.9    (m)        11952.     (f) VERT ANG       
 KL0765
 KL0765.Superseded values are not recommended for survey control.
 KL0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0765.See file dsdata.txt to determine how the superseded data were derived.
 KL0765
 KL0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCE8004806464(NAD 83)
 KL0765_MARKER: DD = SURVEY DISK
 KL0765_SETTING: 80 = SET IN A BOULDER
 KL0765_SP_SET: SET IN DRILL HOLE IN A BOULDER
 KL0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0765+STABILITY: SURFACE MOTION
 KL0765
 KL0765  HISTORY     - Date     Condition        Report By
 KL0765  HISTORY     - 1970     MONUMENTED       USFS
 KL0765
 KL0765                          STATION DESCRIPTION
 KL0765
 KL0765'DESCRIBED BY US FOREST SERVICE 1970
 KL0765'THIS STATION IS LOCATED ON A BROAD GRASSY TOP ON ELLIOT RIDGE, ABOUT
 KL0765'18 MI. (AIRLINE) S. OF KREMMLING, COLORADO.  IT IS SITUARED IN SEC.
 KL0765'13, T 3 S, R 81 W, AND IS ON OR NEAR THE LINE BETWEEN EAGLE AND SUMMIT
 KL0765'COUNTY.
 KL0765'
 KL0765'TO REACH THE STATION FROM THE JUNCTION OF COLORADO NO. 9 AND GRAND
 KL0765'COUNTY NO. 402, ABOUT 2 MI. S. OF KREMMLING, COLORADO, PROCEED S. ON
 KL0765'COLORADO NO. 9 8.5 MI. TO A GRADED RD. RIGHT, WHICH IS THE SPRING
 KL0765'CREEK ROAD.  PROCEED WESTERLY ON THE SPRING CREEK ROAD 1.1 MI.
 KL0765'CROSSING THE BLUE RIVER, CONTINUE WESTERLY 2.2 MI. TO A Y-FORK AND A
 KL0765'SIGN INDICATING THE NATIONAL FOREST BOUNDARY TO THE RIGHT.  BEAR
 KL0765'RIGHT AND PROCEED 3.1 MI. TO THE FOREST BOUNDARY AND A T-RD. RIGHT.
 KL0765'CONTINUE STRAIGHT AHEAD 1.2 MI. TO A Y-FORK AND A SIGN INDICATING THE
 KL0765'SHEEPHORN DIVIDE AND MAHAN LAKE TO THE RIGHT.  BEAR RIGHT AND PROCEED
 KL0765'3.1 MI. TO THE TOP OF SHEEPHORN DIVIDE AND A RD. JUNCTION.  A SIGN
 KL0765'INDICATES SHEEPHORN ROAD TO THE RIGHT 3.5 MI. AND MAHAN LAKE STRAIGHT
 KL0765'AHEAD 5 MI.  CONTINUE STRAIGHT AHEAD (SOUTHERLY) ALONG MAIN DIVIDE,
 KL0765'THROUGH DEAD SPRUCE AREA, 1.5 MI. TO A RD. RIGHT AND A SIGN WHICH
 KL0765'INDICATES MATHER SPRING TO THE RIGHT 1/4 MI., CONTINUE SOUTHERLY 0.2
 KL0765'MI. PASS RD. LEFT, CONTINUE SOUTHERLY 0.2 MI. TO A Y-FORK, KEEP RIGHT
 KL0765'ON TOP OF THE DIVIDE 0.85 MI. TO ANOTHER Y-FORK AND A SIGN WHICH
 KL0765'INDICATES MAHAN LAKE TO THE LEFT 3 MI. AND ELLIOT RIDGE TO THE RIGHT.
 KL0765'BEAR RIGHT AND CONTINUE SOUTHERLY 3.7 MI.  AT THIS POINT LEAVE RD. AND
 KL0765'PROCEED WESTERLY 0.1 MI. TO HIGHEST POINT OF HILL AND THE STATION.
 KL0765'
 KL0765'STATION MARK--STANDARD USFS BRASS TABLET CEMENTED IN A DRILL HOLE, IN
 KL0765'A BOULDER, ABOUT 0.5 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0597 ***********************************************************************
 LM0597  DESIGNATION -  ELMO
 LM0597  PID         -  LM0597
 LM0597  STATE/COUNTY-  CO/JACKSON
 LM0597  USGS QUAD   -  MOUNT WERNER (1956)
 LM0597
 LM0597                         *CURRENT SURVEY CONTROL
 LM0597  ___________________________________________________________________
 LM0597* NAD 83(1992)-  40 26 17.81516(N)    106 38 03.40714(W)     ADJUSTED  
 LM0597* NAVD 88     -      3260.3    (meters)   10697.     (feet)  VERTCON   
 LM0597  ___________________________________________________________________
 LM0597  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 LM0597  GEOID HEIGHT-         -11.93  (meters)                     GEOID03
 LM0597
 LM0597  HORZ ORDER  -  SECOND
 LM0597
 LM0597.The horizontal coordinates were established by classical geodetic methods
 LM0597.and adjusted by the National Geodetic Survey in January 1993..
 LM0597
 LM0597.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0597
 LM0597.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0597
 LM0597.The geoid height was determined by GEOID03.
 LM0597
 LM0597;                    North         East     Units Scale Factor Converg.
 LM0597;SPC CO N     -   428,100.306   818,169.675   MT  0.99996219   -0 43 58.4
 LM0597;SPC CO N     - 1,404,525.75  2,684,278.34   sFT  0.99996219   -0 43 58.4
 LM0597;UTM  13      - 4,477,686.481   361,391.327   MT  0.99983649   -1 03 36.8
 LM0597
 LM0597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0597!SPC CO N     -   0.99949069  x   0.99996219  =   0.99945290
 LM0597!UTM  13      -   0.99949069  x   0.99983649  =   0.99932726
 LM0597
 LM0597|---------------------------------------------------------------------|
 LM0597| PID    Reference Object                     Distance      Geod. Az  |
 LM0597|                                                           dddmmss.s |
 LM0597| CP4914 ELMO RM 1                            13.698 METERS 09005     |
 LM0597| CP4915 ELMO RM 2                             8.132 METERS 17413     |
 LM0597| CP4913 ELMO AZ MK                                         2004620.3 |
 LM0597|---------------------------------------------------------------------|
 LM0597
 LM0597                          SUPERSEDED SURVEY CONTROL
 LM0597
 LM0597  NAD 83(1986)-  40 26 17.81197(N)    106 38 03.40261(W) AD(       ) 2
 LM0597  NAD 27      -  40 26 17.88100(N)    106 38 01.25300(W) AD(       ) 2
 LM0597  NGVD 29 (07/19/86) 3258.8    (m)        10692.     (f) VERT ANG       
 LM0597
 LM0597.Superseded values are not recommended for survey control.
 LM0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0597.See file dsdata.txt to determine how the superseded data were derived.
 LM0597
 LM0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE6139177686(NAD 83)
 LM0597_MARKER: DS = TRIANGULATION STATION DISK
 LM0597_SETTING: 0 = UNSPECIFIED SETTING
 LM0597
 LM0597  HISTORY     - Date     Condition        Report By
 LM0597  HISTORY     - 1949     MONUMENTED       CGS
 LM0597  HISTORY     - 1956     GOOD             USGS
 LM0597
 LM0597                          STATION DESCRIPTION
 LM0597
 LM0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LM0597'THE STATION IS LOCATED ABOUT 11 MILES AIR LINE EAST-SOUTHEAST
 LM0597'OF STEAMBOAT SPRINGS, ABOUT 1 MILE AIR LINE NORTHWEST OF RABBIT
 LM0597'EARS PEAK AND ABOUT 1/2 MILE AIR LINE EAST OF THE ROUTT-JACKSON
 LM0597'COUNTY LINE.  THE STATION HILL IS HEAVILY TIMBERED, DROPS
 LM0597'OFF SHARPLY TO THE EAST AND SLOPES GRADUALLY TO THE WEST.  THE
 LM0597'STATION MARK IS A STANDARD BRONZE DISK WELDED TO THE TOP OF
 LM0597'A 2 INCH, CAST IRON PIPE PROJECTING 12 INCHES AND IS STAMPED,
 LM0597'ELMO 1949.
 LM0597'
 LM0597'REFERENCE MARK NO. 1 IS APPROXIMATELY 4 FEET LOWER THAN THE
 LM0597'STATION, PROJECTS 4 INCHES AND IS STAMPED, ELMO NO 1 1949.
 LM0597'
 LM0597'REFERENCE MARK NO. 2 IS APPROXIMATELY 4 FEET LOWER THAN THE
 LM0597'STATION, PROJECTS 8 INCHES AND IS STAMPED, ELMO NO 2 1949.
 LM0597'
 LM0597'THE AZIMUTH MARK IS A STANDARD BRONZE DISK WELDED TO THE TOP
 LM0597'OF A 2 INCH, CAST IRON PIPE SET 3 PACES SOUTH OF A TRIANGLE
 LM0597'BLAZED PINE TREE, 4 FEET SOUTH OF A TRAIL, PROJECTS 8 INCHES
 LM0597'AND IS STAMPED, ELMO 1949.
 LM0597'
 LM0597'TO REACH THE STATION FROM 10TH STREET IN STEAMBOAT SPRINGS,
 LM0597'GO EAST ON U.S. HIGHWAY 40 FOR 24.3 MILES TO THE SUMMIT OF
 LM0597'RABBIT EARS PASS AT A MEMORIAL MONUMENT ON THE LEFT.  TURN
 LM0597'LEFT AT THE MONUMENT AND FOLLOW TRACK ROAD NORTHERLY FOR 1.4
 LM0597'MILES TO FORKS.  KEEP THE LEFT FORK FOR 0.2 MILE TO AN OLD
 LM0597'BURNED BUILDING ON THE RIGHT.  CONTINUE ON THE TRACK ROAD FOR
 LM0597'0.35 MILE TO A LOG CABIN ON THE RIGHT.  CONTINUE ON THE TRACK
 LM0597'ROAD FOR 0.1 MILE TO A POST ON THE LEFT AND END OF TRUCK
 LM0597'TRAVEL.  FROM HERE FOLLOW THE TRAIL NORTHWEST ALONG THE EDGE
 LM0597'OF THE HILL AND THROUGH THE TIMBER FOR ABOUT 1 MILE TO A
 LM0597'TRIANGLE BLAZED PINE TREE ON THE RIGHT AND THE AZIMUTH MARK
 LM0597'ON THE LEFT AS DESCRIBED ABOVE.  FROM HERE TURN RIGHT,
 LM0597'NORTH, AND GO DOWNHILL TO A SMALL MEADOW THENCE UP HILL
 LM0597'THROUGH HEAVY TIMBER FOR ABOUT 1/4 MILE TO THE STATION AS
 LM0597'DESCRIBED ABOVE.  A 3/4 HOUR PACK.
 LM0597
 LM0597                          STATION RECOVERY (1956)
 LM0597
 LM0597'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 LM0597'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0493 ***********************************************************************
 KJ0493  DESIGNATION -  ELRICK
 KJ0493  PID         -  KJ0493
 KJ0493  STATE/COUNTY-  CO/KIT CARSON
 KJ0493  USGS QUAD   -  FLAGLER NW (1979)
 KJ0493
 KJ0493                         *CURRENT SURVEY CONTROL
 KJ0493  ___________________________________________________________________
 KJ0493* NAD 83(1992)-  39 28 35.69720(N)    103 07 48.53718(W)     ADJUSTED  
 KJ0493* NAVD 88     -      1501.     (meters)    4925.     (feet)  SCALED    
 KJ0493  ___________________________________________________________________
 KJ0493  LAPLACE CORR-          -4.92  (seconds)                    DEFLEC99
 KJ0493  GEOID HEIGHT-         -20.96  (meters)                     GEOID03
 KJ0493
 KJ0493  HORZ ORDER  -  FIRST
 KJ0493
 KJ0493.The horizontal coordinates were established by classical geodetic methods
 KJ0493.and adjusted by the National Geodetic Survey in January 1993..
 KJ0493
 KJ0493.The orthometric height was scaled from a topographic map.
 KJ0493
 KJ0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0493
 KJ0493.The geoid height was determined by GEOID03.
 KJ0493
 KJ0493;                    North         East     Units Scale Factor Converg.
 KJ0493;SPC CO C     -   489,875.266 1,118,277.360   MT  0.99995734   +1 29 40.7
 KJ0493;SPC CO C     - 1,607,199.10  3,668,881.64   sFT  0.99995734   +1 29 40.7
 KJ0493;SPC CO N     -   323,430.333 1,118,294.578   MT  1.00004742   +1 31 52.5
 KJ0493;SPC CO N     - 1,061,121.02  3,668,938.13   sFT  1.00004742   +1 31 52.5
 KJ0493;UTM  13      - 4,371,334.393   660,827.396   MT  0.99991847   +1 11 20.5
 KJ0493
 KJ0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0493!SPC CO C     -   0.99976790  x   0.99995734  =   0.99972525
 KJ0493!SPC CO N     -   0.99976790  x   1.00004742  =   0.99981531
 KJ0493!UTM  13      -   0.99976790  x   0.99991847  =   0.99968639
 KJ0493
 KJ0493:                Primary Azimuth Mark                     Grid Az
 KJ0493:SPC CO C     -  ELRICK AZ MK                             089 18 16.7
 KJ0493:SPC CO N     -  ELRICK AZ MK                             089 16 04.9
 KJ0493:UTM  13      -  ELRICK AZ MK                             089 36 36.9
 KJ0493
 KJ0493|---------------------------------------------------------------------|
 KJ0493| PID    Reference Object                     Distance      Geod. Az  |
 KJ0493|                                                           dddmmss.s |
 KJ0493| CP7975 ELRICK AZ MK                                       0904757.4 |
 KJ0493| CP7976 ELRICK RM 1                          20.923 METERS 11600     |
 KJ0493| CP7977 ELRICK RM 2                          15.422 METERS 23424     |
 KJ0493|---------------------------------------------------------------------|
 KJ0493
 KJ0493                          SUPERSEDED SURVEY CONTROL
 KJ0493
 KJ0493  NAD 83(1986)-  39 28 35.69168(N)    103 07 48.53589(W) AD(       ) 1
 KJ0493  NAD 27      -  39 28 35.73156(N)    103 07 46.76144(W) AD(       ) 1
 KJ0493
 KJ0493.Superseded values are not recommended for survey control.
 KJ0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0493.See file dsdata.txt to determine how the superseded data were derived.
 KJ0493
 KJ0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD6082771334(NAD 83)
 KJ0493_MARKER: DS = TRIANGULATION STATION DISK
 KJ0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0493_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KJ0493
 KJ0493  HISTORY     - Date     Condition        Report By
 KJ0493  HISTORY     - 1968     MONUMENTED       CGS
 KJ0493
 KJ0493                          STATION DESCRIPTION
 KJ0493
 KJ0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KJ0493'NO MEASUREMENT BETWEEN THE RMS, DUE TO A POWER LINE POLE ON LINE.
 KJ0493'
 KJ0493'THE STATION IS LOCATED IN THE SOUTHWEST 1/4 OF SECTION 32,
 KJ0493'T. 6 S. R. 51 W. AND ON PROPERTY OF MR. R. ELRICK.  IT IS ABOUT 20
 KJ0493'MILES SOUTHWEST OF COPE, 19 MILES SOUTH-SOUTHEAST OF ANTON,
 KJ0493'13-1/2 MILES NORTH-NORTHWEST OF FLAGLER AND 1 MILE EAST OF THE
 KJ0493'KIT CARSON-LINCOLN COUNTY LINE.
 KJ0493'
 KJ0493'TO REACH THE STATION FROM THE POST OFFICE IN COPE, GO WEST ON
 KJ0493'U.S. HIGHWAY 36 FOR 10.7 MILES TO A CROSSROAD AND SIGN ARICKAREE
 KJ0493'SCHOOL 3.  CONTINUE WEST ON U.S. HIGHWAY 36 FOR 2.1 MILES TO A
 KJ0493'CROSSROAD, GRAVELED ROAD LEFT AND A TRACK ROAD RIGHT.  TURN LEFT
 KJ0493'AND GO SOUTH AND WEST ON THE GRAVELED ROAD FOR 9.65 MILES TO WHERE
 KJ0493'THE GRAVELED ROAD CURVES SOUTH AND A WINDMILL ON THE RIGHT.
 KJ0493'CONTINUE SOUTH ON THE GRAVELED ROAD FOR 6.0 MILES TO A CROSSROAD
 KJ0493'AND THE BEGINNING OF A PAVED ROAD.  TURN RIGHT AND GO WEST ON
 KJ0493'A GRAVELED ROAD FOR 2.0 MILES TO A CROSSROAD AND THE
 KJ0493'AZIMUTH MARK IN THE NORTHWEST ANGLE OF THE INTERSECTION.
 KJ0493'CONTINUE WEST ON THE GRAVELED ROAD FOR 1.0 MILE TO THE
 KJ0493'STATION ON THE RIGHT.
 KJ0493'
 KJ0493'THE STATION MARK IS A STANDARD DISK STAMPED ELRICK 1968, SET IN
 KJ0493'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 KJ0493'THE GROUND.  IT IS 67.6 FEET NORTH OF THE CENTER OF THE GRAVELED
 KJ0493'ROAD, 33 FEET NORTH-NORTHEAST OF POWER LINE POLE NO. 52 LPC
 KJ0493'8 7-30 AND 20.4 FEET EAST OF A NORTH-SOUTH WIRE FENCE.
 KJ0493'
 KJ0493'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ELRICK NO 1 1968,
 KJ0493'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 KJ0493'WITH THE GROUND.  IT IS 77.3 FEET EAST OF THE POWER LINE POLE,
 KJ0493'37.4 FEET NORTH OF THE CENTER OF THE GRAVELED ROAD AND ABOUT 2
 KJ0493'FEET LOWER THAN THE STATION MARK.
 KJ0493'
 KJ0493'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ELRICK NO 2 1968, SET
 KJ0493'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KJ0493'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 38 FEET NORTH OF THE
 KJ0493'CENTER OF THE GRAVELED ROAD, 25.7 FEET WEST OF THE POWER LINE
 KJ0493'POLE, 1 FOOT SOUTH OF AN EAST-WEST WIRE FENCE AND ABOUT 1 FOOT
 KJ0493'HIGHER THAN THE STATION MARK.
 KJ0493'
 KJ0493'THE AZIMUTH MARK IS A STANDARD DISK STAMPED ELRICK 1968, SET
 KJ0493'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 KJ0493'WITH THE GROUND.  IT IS 40 FEET NORTH OF THE CENTER OF THE
 KJ0493'GRAVELED ROAD, 38 FEET WEST OF THE CENTER OF A GRAVELED ROAD,
 KJ0493'4.6 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST AND 3.5 FEET
 KJ0493'NORTH OF POWER LINE POLE NO. 15252513.
 KJ0493'
 KJ0493'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0567 ***********************************************************************
 HM0567  DESIGNATION -  ELSTON
 HM0567  PID         -  HM0567
 HM0567  STATE/COUNTY-  CO/DOLORES
 HM0567  USGS QUAD   -  NARRAGUINNEP MOUNTAIN (1993)
 HM0567
 HM0567                         *CURRENT SURVEY CONTROL
 HM0567  ___________________________________________________________________
 HM0567* NAD 83(1992)-  37 41 39.28497(N)    108 30 33.30357(W)     ADJUSTED  
 HM0567* NAVD 88     -      2788.0    (meters)    9147.     (feet)  VERTCON   
 HM0567  ___________________________________________________________________
 HM0567  LAPLACE CORR-           4.56  (seconds)                    DEFLEC99
 HM0567  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 HM0567
 HM0567  HORZ ORDER  -  THIRD
 HM0567
 HM0567.The horizontal coordinates were established by classical geodetic methods
 HM0567.and adjusted by the National Geodetic Survey in August 1993..
 HM0567
 HM0567.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0567
 HM0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 HM0567
 HM0567.The geoid height was determined by GEOID03.
 HM0567
 HM0567;                    North         East     Units Scale Factor Converg.
 HM0567;SPC CO S     -   423,119.515   649,057.911   MT  0.99994837   -1 50 44.9
 HM0567;SPC CO S     - 1,388,184.61  2,129,450.83   sFT  0.99994837   -1 50 44.9
 HM0567;UTM  12      - 4,174,811.495   719,603.535   MT  1.00019404   +1 31 24.9
 HM0567
 HM0567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0567!SPC CO S     -   0.99956558  x   0.99994837  =   0.99951397
 HM0567!UTM  12      -   0.99956558  x   1.00019404  =   0.99975953
 HM0567
 HM0567                          SUPERSEDED SURVEY CONTROL
 HM0567
 HM0567  NAD 83(1992)-  37 41 39.28259(N)    108 30 33.30092(W) AD(       ) 3
 HM0567  NAD 83(1986)-  37 41 39.27474(N)    108 30 33.30287(W) AD(       ) 3
 HM0567  NGVD 29 (12/04/91) 2786.7    (m)         9143.     (f) VERT ANG       
 HM0567
 HM0567.Superseded values are not recommended for survey control.
 HM0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0567.See file dsdata.txt to determine how the superseded data were derived.
 HM0567
 HM0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG1960474811(NAD 83)
 HM0567_MARKER: DD = SURVEY DISK
 HM0567_SETTING: 80 = SET IN A BOULDER
 HM0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0567+STABILITY: SURFACE MOTION
 HM0567
 HM0567  HISTORY     - Date     Condition        Report By
 HM0567  HISTORY     - 1964     MONUMENTED       USGS
 HM0567
 HM0567                          STATION DESCRIPTION
 HM0567
 HM0567'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 HM0567'STATION LOCATED ABOUT 15 MI. N. AND 0.5 MI. W. OF DOLORES, COLORADO,
 HM0567'ON THE HIGHEST POINT OF A BRUSH COVERED TOP KNOWN LOCALLY AS ELSTON
 HM0567'MOUNTAIN.  STATION WAS REACHED VIA HELICOPTER.
 HM0567'
 HM0567'STATION MARK--STANDARD TABLET CEMENTED IN A LARGE BOULDER, STAMPED
 HM0567'---ELSTON-ET 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1378 ***********************************************************************
 JK1378  CBN         -  This is a Cooperative Base Network Control Station.
 JK1378  DESIGNATION -  ELVIS
 JK1378  PID         -  JK1378
 JK1378  STATE/COUNTY-  CO/FREMONT
 JK1378  USGS QUAD   -  ECHO (1980)
 JK1378
 JK1378                         *CURRENT SURVEY CONTROL
 JK1378  ___________________________________________________________________
 JK1378* NAD 83(1992)-  38 24 42.04200(N)    105 35 06.42919(W)     ADJUSTED  
 JK1378* NAVD 88     -      1895.4    (meters)    6218.     (feet)  GPS OBS   
 JK1378  ___________________________________________________________________
 JK1378  X           -  -1,344,863.586 (meters)                     COMP
 JK1378  Y           -  -4,821,594.476 (meters)                     COMP
 JK1378  Z           -   3,942,520.093 (meters)                     COMP
 JK1378  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 JK1378  ELLIP HEIGHT-        1880.25  (meters)          (12/03/02) GPS OBS
 JK1378  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 JK1378
 JK1378  HORZ ORDER  -  B
 JK1378  ELLP ORDER  -  FOURTH    CLASS II
 JK1378
 JK1378.The horizontal coordinates were established by GPS observations
 JK1378.and adjusted by the National Geodetic Survey in September 1993..
 JK1378
 JK1378.The orthometric height was determined by GPS observations and a
 JK1378.high-resolution geoid model.
 JK1378
 JK1378.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1378
 JK1378.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1378
 JK1378.The ellipsoidal height was determined by GPS observations
 JK1378.and is referenced to NAD 83.
 JK1378
 JK1378.The geoid height was determined by GEOID03.
 JK1378
 JK1378;                    North         East     Units Scale Factor Converg.
 JK1378;SPC CO C     -   369,005.127   906,967.529   MT  1.00000775   -0 03 13.3
 JK1378;SPC CO C     - 1,210,644.32  2,975,609.30   sFT  1.00000775   -0 03 13.3
 JK1378;UTM  13      - 4,251,655.256   448,916.401   MT  0.99963214   -0 21 48.8
 JK1378
 JK1378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1378!SPC CO C     -   0.99970506  x   1.00000775  =   0.99971281
 JK1378!UTM  13      -   0.99970506  x   0.99963214  =   0.99933731
 JK1378
 JK1378                          SUPERSEDED SURVEY CONTROL
 JK1378
 JK1378  ELLIP H (09/20/93) 1880.31   (m)                       GP(       ) 4 2
 JK1378
 JK1378.Superseded values are not recommended for survey control.
 JK1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1378.See file dsdata.txt to determine how the superseded data were derived.
 JK1378
 JK1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC4891651655(NAD 83)
 JK1378_MARKER: I = METAL ROD
 JK1378_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JK1378_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JK1378_STAMPING: ELVIS 1992
 JK1378_MARK LOGO: NGS   
 JK1378_PROJECTION: FLUSH
 JK1378_MAGNETIC: I = MARKER IS A STEEL ROD
 JK1378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK1378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1378+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JK1378_ROD/PIPE-DEPTH: 3.0  meters
 JK1378_SLEEVE-DEPTH  : 0.9 meters
 JK1378
 JK1378  HISTORY     - Date     Condition        Report By
 JK1378  HISTORY     - 1992     MONUMENTED       NGS
 JK1378
 JK1378                          STATION DESCRIPTION
 JK1378
 JK1378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 JK1378'STATION IS LOCATED ABOUT 0.25 MI (0.40 KM) NORTHWEST OF TEXAS CREEK
 JK1378'AND ON THE NORTHSIDE OF THE ARKANSAS RIVER.  IT IS AT U.S.  HIGHWAY
 JK1378'50 MILEPOST 252.5 AND IN THE SW 1/4, SEC.  7, T 19 S, R 73 W.
 JK1378'OWNERSHIP--
 JK1378'TO REACH THE STATION FROM THE TOWN OF TEXAS CREEK, AT THE JUNCTION OF
 JK1378'U.S.  HIGHWAY 50 AND FREMONT COUNTY ROAD 27, GO NORTHERLY ON FREMONT
 JK1378'COUNTY ROAD 27 FOR 0.05 MI (0.08 KM) TO A TRESTLE BRIDGE OVER THE
 JK1378'ARKANSAS RIVER.  CONTINUE AHEAD, 0.15 MI (0.24 KM) TO A
 JK1378'Y-INTERSECTION.  TAKE LEFT FORK CROSSING DOUBLE RAILROAD TRACKS FOR
 JK1378'O.05 MI TO A FENCE.  PASS THROUGH FENCE FOR 25 FT (7.6 M) TO A CATTLE
 JK1378'GUARD.  CROSS CATTLE GUARD, NORTHERLY FOR 0.25 MI (0.40 KM) TO A
 JK1378'Y-INTERSECTION.  TAKE LEFT FORK, SOUTHWESTERLY FOR ABOUT 100 FT
 JK1378'(30.5 M) TO A Y-INTERSECTION.  TAKE LEFT FORK, SOUTHWESTERLY FOR 0.2
 JK1378'MI (0.3 KM) CROSSING TEXAS CREEK GULCH.  TURN LEFT, EAST ALONG THE
 JK1378'SOUTHERN EDGE OF TEXAS CREEK GULCH FOR 0.05 MI (0.08 KM) TO THE
 JK1378'STATION AT A FENCE CORNER.
 JK1378'STATION MARK IS A PUNCH HOLE TOP CENTER IN A STEEL ROD ENCASED IN PVC
 JK1378'PIPE WITH A LOGO CAP SET IN A 2.0 FT (0.6 M) CONCRETE POST FLUSH WITH
 JK1378'THE GROUND.  IT IS 21.3 FT (6.5 M) SOUTH-SOUTHEAST OF A WITNESS POST,
 JK1378'21.6 FT (6.6 M) SOUTHWEST OF A FENCE CORNER, 42.8 FT (13.0 M)
 JK1378'SOUTHWEST OF A TELEPHONE POLE, 97.0 FT (29.6 M) SOUTHWEST OF THE
 JK1378'CENTER OF TEXAS CREEK GULCH, AND 128.3 FT (39.1 M) WEST OF THE
 JK1378'NORTHWEST CORNER OF CONCRETE RAILROAD BRIDGE 184.39.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1518 ***********************************************************************
 KK1518  DESIGNATION -  EMIL
 KK1518  PID         -  KK1518
 KK1518  STATE/COUNTY-  CO/ADAMS
 KK1518  USGS QUAD   -  MONTBELLO (1994)
 KK1518
 KK1518                         *CURRENT SURVEY CONTROL
 KK1518  ___________________________________________________________________
 KK1518* NAD 83(1986)-  39 45 26.     (N)    104 47 59.     (W)     SCALED    
 KK1518* NAVD 88     -      1642.143  (meters)    5387.60   (feet)  ADJUSTED  
 KK1518  ___________________________________________________________________
 KK1518  GEOID HEIGHT-         -17.68  (meters)                     GEOID03
 KK1518  DYNAMIC HT  -        1640.577 (meters)    5382.46  (feet)  COMP
 KK1518  MODELED GRAV-     979,615.3   (mgal)                       NAVD 88
 KK1518
 KK1518  VERT ORDER  -  SECOND    CLASS I
 KK1518
 KK1518.The horizontal coordinates were scaled from a topographic map and have
 KK1518.an estimated accuracy of +/- 6 seconds.
 KK1518
 KK1518.The orthometric height was determined by differential leveling
 KK1518.and adjusted by the National Geodetic Survey in July 2006..
 KK1518
 KK1518.The geoid height was determined by GEOID03.
 KK1518
 KK1518.The dynamic height is computed by dividing the NAVD 88
 KK1518.geopotential number by the normal gravity value computed on the
 KK1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1518.degrees latitude (g = 980.6199 gals.).
 KK1518
 KK1518.The modeled gravity was interpolated from observed gravity values.
 KK1518
 KK1518;                    North         East    Units  Estimated Accuracy
 KK1518;SPC CO N     -   352,100.      974,410.      MT  (+/- 180 meters Scaled)
 KK1518
 KK1518                          SUPERSEDED SURVEY CONTROL
 KK1518
 KK1518  NAVD 88 (06/15/91) 1642.182  (m)         5387.73   (f) UNKNOWN     1 2
 KK1518  NGVD 29 (??/??/??) 1641.292  (m)         5384.81   (f) ADJUSTED    1 2
 KK1518
 KK1518.Superseded values are not recommended for survey control.
 KK1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1518.See file dsdata.txt to determine how the superseded data were derived.
 KK1518
 KK1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE171008(NAD 83)
 KK1518_MARKER: DD = SURVEY DISK
 KK1518_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KK1518_SP_SET: SHALLOW-SET PIPE
 KK1518_STAMPING: EMIL 1984
 KK1518_MARK LOGO: CO0110
 KK1518_PROJECTION: PROJECTING 10 CENTIMETERS
 KK1518_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1518+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 KK1518_ROD/PIPE-DEPTH: 1.5  meters
 KK1518
 KK1518  HISTORY     - Date     Condition        Report By
 KK1518  HISTORY     - 1984     MONUMENTED       CO0110
 KK1518  HISTORY     - 1984     GOOD             NGS
 KK1518  HISTORY     - 20010303 GOOD             METRSC
 KK1518  HISTORY     - 20051026 GOOD             WOOLPT
 KK1518
 KK1518                          STATION DESCRIPTION
 KK1518
 KK1518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1518'IN AURORA.
 KK1518'IN AURORA, AT 16080 EAST SMITH ROAD, 74.0 METERS (242.8 FT) NORTHEAST
 KK1518'OF THE NORTHEAST CORNER OF THE STEARNS-ROGERS EQUIPMENT COMPANY AT
 KK1518'16080 EAST SMITH ROAD, 33.5 METERS (109.9 FT) EAST OF MILEPOST 629,
 KK1518'32.0 METERS (105.0 FT) NORTH OF THE CENTERLINE OF THE ROAD, AND
 KK1518'12.6 METERS (41.3 FT) SOUTH OF THE NEAR RAIL OF THE UNION PACIFIC
 KK1518'RAILROAD.  NOTE=THE 5-INCH METAL COVER OVER THE DISK IS PRECAST AURORA
 KK1518'RP.
 KK1518'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 KK1518
 KK1518                          STATION RECOVERY (2001)
 KK1518
 KK1518'RECOVERY NOTE BY METROPOLITAN STATE COLLEGE OF DENVER 2001 (HWS)
 KK1518'RECOVERED IN GOOD CONDITION.
 KK1518
 KK1518                          STATION RECOVERY (2005)
 KK1518
 KK1518'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (CRR)
 KK1518'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0736 ***********************************************************************
 JL0736  DESIGNATION -  EMMONS
 JL0736  PID         -  JL0736
 JL0736  STATE/COUNTY-  CO/GUNNISON
 JL0736  USGS QUAD   -  OH-BE-JOYFUL (1973)
 JL0736
 JL0736                         *CURRENT SURVEY CONTROL
 JL0736  ___________________________________________________________________
 JL0736* NAD 83(1992)-  38 53 11.06110(N)    107 03 04.06609(W)     ADJUSTED  
 JL0736* NAVD 88     -      3779.8    (meters)   12401.     (feet)  VERTCON   
 JL0736  ___________________________________________________________________
 JL0736  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 JL0736  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 JL0736
 JL0736  HORZ ORDER  -  THIRD
 JL0736
 JL0736.The horizontal coordinates were established by classical geodetic methods
 JL0736.and adjusted by the National Geodetic Survey in January 1993..
 JL0736
 JL0736.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0736
 JL0736.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0736
 JL0736.The geoid height was determined by GEOID03.
 JL0736
 JL0736;                    North         East     Units Scale Factor Converg.
 JL0736;SPC CO C     -   422,847.836   779,832.700   MT  0.99994289   -0 58 41.8
 JL0736;SPC CO C     - 1,387,293.28  2,558,501.12   sFT  0.99994289   -0 58 41.8
 JL0736;UTM  13      - 4,306,170.594   322,097.325   MT  0.99998974   -1 17 16.8
 JL0736
 JL0736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0736!SPC CO C     -   0.99940953  x   0.99994289  =   0.99935245
 JL0736!UTM  13      -   0.99940953  x   0.99998974  =   0.99939928
 JL0736
 JL0736:                Primary Azimuth Mark                     Grid Az
 JL0736:SPC CO C     -  SLATE                                    085 31 25.7
 JL0736:UTM  13      -  SLATE                                    085 50 00.7
 JL0736
 JL0736|---------------------------------------------------------------------|
 JL0736| PID    Reference Object                     Distance      Geod. Az  |
 JL0736|                                                           dddmmss.s |
 JL0736| JL0734 SLATE                               APPROX. 5.9 KM 0843243.9 |
 JL0736|---------------------------------------------------------------------|
 JL0736
 JL0736                          SUPERSEDED SURVEY CONTROL
 JL0736
 JL0736  NAD 83(1986)-  38 53 11.05814(N)    107 03 04.07488(W) AD(       ) 3
 JL0736  NAD 27      -  38 53 11.07851(N)    107 03 01.90318(W) AD(       ) 3
 JL0736  NGVD 29 (07/19/86) 3777.9    (m)        12395.     (f) VERT ANG       
 JL0736
 JL0736.Superseded values are not recommended for survey control.
 JL0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0736.See file dsdata.txt to determine how the superseded data were derived.
 JL0736
 JL0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD2209706171(NAD 83)
 JL0736_MARKER: DD = SURVEY DISK
 JL0736_SETTING: 80 = SET IN A BOULDER
 JL0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0736+STABILITY: SURFACE MOTION
 JL0736
 JL0736  HISTORY     - Date     Condition        Report By
 JL0736  HISTORY     - 1959     MONUMENTED       USGS
 JL0736
 JL0736                          STATION DESCRIPTION
 JL0736
 JL0736'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 JL0736'THE STATION IS LOCATED 4 MI. W. OF AND 1.0 MI. N. OF CRESTED BUTTE,
 JL0736'COLORADO, ON A HIGH POINT OF A PROMINENT MOUNTAIN KNOWN LOCALLY AS
 JL0736'MT. EMMONS.
 JL0736'
 JL0736'TO REACH THE STATION FROM CRESTED BUTTE, COLORADO, GO W. ON COLORADO
 JL0736'STATE HIGHWAY 17 FOR 4 MI. TO A RD. JUNCTION AND CATTLEGUARD.  TAKE
 JL0736'THE RIGHT HAND FORK TO MINE 1.5 MI.  OBTAIN KEY TO GATE ON RD. TO
 JL0736'TV TOWER.  CONTINUE ON MAIN RD. 0.2 MI. TO A T-RD. JUNCTION, TAKE
 JL0736'RIGHT HAND RD. THROUGH THE LOCKED GATE AND CONTINUE ON RD. TO TV
 JL0736'TOWER.  THIS IS THE END OF VEHICLE TRAVEL.  PACK N. TO CROWN OF THE
 JL0736'RIDGE AND FOLLOW THE RIDGE NE. TO THE HIGHEST POINT AND STATION.
 JL0736'
 JL0736'STATION MARK--STANDARD TABLET, CEMENTED IN TOP OF A LARGE BOULDER
 JL0736'FLUSH WITH GROUND, STAMPED ---EMMONS VABM 1959---.
 JL0736'
 JL0736'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0479 ***********************************************************************
 HL0479  DESIGNATION -  EMPIRE
 HL0479  PID         -  HL0479
 HL0479  STATE/COUNTY-  CO/RIO GRANDE
 HL0479  USGS QUAD   -  WAVERLY (1969)
 HL0479
 HL0479                         *CURRENT SURVEY CONTROL
 HL0479  ___________________________________________________________________
 HL0479* NAD 83(1992)-  37 27 30.82422(N)    106 02 54.59864(W)     ADJUSTED  
 HL0479* NAVD 88     -      2303.5    (meters)    7557.     (feet)  VERTCON   
 HL0479  ___________________________________________________________________
 HL0479  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 HL0479  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 HL0479
 HL0479  HORZ ORDER  -  FIRST
 HL0479
 HL0479.The horizontal coordinates were established by classical geodetic methods
 HL0479.and adjusted by the National Geodetic Survey in January 1993..
 HL0479
 HL0479.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0479
 HL0479.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0479
 HL0479.The geoid height was determined by GEOID03.
 HL0479
 HL0479;                    North         East     Units Scale Factor Converg.
 HL0479;SPC CO S     -   392,830.521   865,875.609   MT  0.99996676   -0 20 11.2
 HL0479;SPC CO S     - 1,288,811.47  2,840,793.56   sFT  0.99996676   -0 20 11.2
 HL0479;UTM  13      - 4,146,260.206   407,270.491   MT  0.99970592   -0 38 15.8
 HL0479
 HL0479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0479!SPC CO S     -   0.99964127  x   0.99996676  =   0.99960804
 HL0479!UTM  13      -   0.99964127  x   0.99970592  =   0.99934730
 HL0479
 HL0479|---------------------------------------------------------------------|
 HL0479| PID    Reference Object                     Distance      Geod. Az  |
 HL0479|                                                           dddmmss.s |
 HL0479| CM6397 EMPIRE RM 1                          35.605 METERS 04006     |
 HL0479| HK0537 ALAMOSA ADAMS STA NOR SCH STPL      APPROX.15.0 KM 0845526.4 |
 HL0479| HK0536 ALAMOSA HIGH SCHOOL BRICK CHIM      APPROX.15.2 KM 0854051.9 |
 HL0479| HK0535 ALAMOSA MUNICIPAL TANK              APPROX.15.8 KM 0871444.2 |
 HL0479| CM6396 EMPIRE AZ MK                                       2733831.9 |
 HL0479| CM6398 EMPIRE RM 2                          40.415 METERS 31600     |
 HL0479| HL0459 COLO STA SOLDIER SAILOR HME TK      APPROX.13.7 KM 3415810.6 |
 HL0479|---------------------------------------------------------------------|
 HL0479
 HL0479                          SUPERSEDED SURVEY CONTROL
 HL0479
 HL0479  NAD 83(1986)-  37 27 30.82551(N)    106 02 54.60900(W) AD(       ) 1
 HL0479  NAD 27      -  37 27 30.81300(N)    106 02 52.51600(W) AD(       ) 1
 HL0479  NGVD 29 (07/19/86) 2302.2    (m)         7553.     (f) VERT ANG       
 HL0479
 HL0479.Superseded values are not recommended for survey control.
 HL0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0479.See file dsdata.txt to determine how the superseded data were derived.
 HL0479
 HL0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB0727046260(NAD 83)
 HL0479_MARKER: DS = TRIANGULATION STATION DISK
 HL0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0479
 HL0479  HISTORY     - Date     Condition        Report By
 HL0479  HISTORY     - 1935     MONUMENTED       CGS
 HL0479
 HL0479                          STATION DESCRIPTION
 HL0479
 HL0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 HL0479'STATION IS LOCATED ON A VERY SLIGHT RISE OF GROUND IN WASTE
 HL0479'LAND ABOUT 8 MILES S AND 5-1/2 MILES E OF MONTE VISTA.  IT
 HL0479'IS IN THE NW CORNER OF NE 1/4 OF SEC. 13, T 37 N, R 8 E, AND IS
 HL0479'ON LAND OWNED BY E. VAN IWARDEN WHO LIVES 1/2 MILE E AND 1/2 MILE
 HL0479'S OF THE STATION.
 HL0479'
 HL0479'THE STATION MARK PROJECTS 8 INCHES AND IS 0.35 MILE E OF EMPIRE
 HL0479'IRRIGATION DITCH AND 1/2 MILE W OF THE ALAMOSA-RIO GRANDE COUNTY
 HL0479'LINE.  IT IS 92.8 FEET S OF A LONE NW FENCE CORNER ON THE S SIDE
 HL0479'OF AN E-W GRADED ROAD AND 1 FOOT E OF A N-S FENCE.
 HL0479'
 HL0479'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HL0479'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 HL0479'
 HL0479'REFERENCE MARK NO. 1 PROJECTS 6 INCHES AND IS NE OF THE STATION.
 HL0479'IT IS 75.7 FEET E OF THE ABOVE FENCE CORNER AND 2 FEET S OF THE
 HL0479'RIGHT-OF-WAY FENCE ON THE S SIDE OF THE ABOVE ROAD.
 HL0479'
 HL0479'REFERENCE MARK NO. 2 PROJECTS 8 INCHES AND IS NW OF THE STATION.
 HL0479'IT IS 91.6 FEET W OF THE ABOVE FENCE CORNER AND 31 FEET S OF
 HL0479'THE CENTER LINE OF THE ABOVE ROAD.
 HL0479'
 HL0479'THE AZIMUTH MARK PROJECTS 6 INCHES AND IS W OF THE STATION.
 HL0479'IT IS 35 FEET S OF THE CENTER LINE OF THE ABOVE ROAD AND 100
 HL0479'YARDS E OF THE BRIDGE OVER EMPIRE DITCH.
 HL0479'
 HL0479'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 160
 HL0479'AND STATE HIGHWAY 15 IN MONTE VISTA GO S ON STATE HIGHWAY 15
 HL0479'8.3 MILES TO A GRADED CROSS ROAD.  (THERE ARE SEVERAL MAIL BOXES
 HL0479'ON A WAGON WHEEL IN THE NE CORNER AND A RANCH HOUSE IN THE
 HL0479'SE CORNER OF THIS INTERSECTION.) HERE LEAVE THE HIGHWAY, TURN
 HL0479'LEFT, AND GO E ON GRADED ROAD 5.0 MILES TO THE BRIDGE OVER
 HL0479'EMPIRE DITCH.  CROSS BRIDGE AND CONTINUE E ON GRADED ROAD 0.35
 HL0479'MILE TO STATION AND LONE NW FENCE CORNER ON THE S SIDE OF THE
 HL0479'ROAD.
 HL0479'
 HL0479'A 30-FOOT TOWER WILL CLEAR ALL LINES FROM THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1214 ***********************************************************************
 LL1214  DESIGNATION -  EMPIRE
 LL1214  PID         -  LL1214
 LL1214  STATE/COUNTY-  CO/WELD
 LL1214  USGS QUAD   -  DEARFIELD (1951)
 LL1214
 LL1214                         *CURRENT SURVEY CONTROL
 LL1214  ___________________________________________________________________
 LL1214* NAD 83(1992)-  40 17 44.33552(N)    104 19 41.73623(W)     ADJUSTED  
 LL1214* NAVD 88     -      1407.     (meters)    4616.     (feet)  SCALED    
 LL1214  ___________________________________________________________________
 LL1214  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 LL1214  GEOID HEIGHT-         -18.94  (meters)                     GEOID03
 LL1214
 LL1214  HORZ ORDER  -  THIRD
 LL1214
 LL1214.The horizontal coordinates were established by classical geodetic methods
 LL1214.and adjusted by the National Geodetic Survey in January 1993..
 LL1214
 LL1214.The orthometric height was scaled from a topographic map.
 LL1214
 LL1214.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1214
 LL1214.The geoid height was determined by GEOID03.
 LL1214
 LL1214;                    North         East     Units Scale Factor Converg.
 LL1214;SPC CO N     -   412,305.424 1,014,021.188   MT  0.99995715   +0 45 25.6
 LL1214;SPC CO N     - 1,352,705.38  3,326,834.51   sFT  0.99995715   +0 45 25.6
 LL1214;UTM  13      - 4,460,788.628   557,091.680   MT  0.99964012   +0 26 04.0
 LL1214
 LL1214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1214!SPC CO N     -   0.99978233  x   0.99995715  =   0.99973949
 LL1214!UTM  13      -   0.99978233  x   0.99964012  =   0.99942253
 LL1214
 LL1214:                Primary Azimuth Mark                     Grid Az
 LL1214:SPC CO N     -  PEWSFC 1                                 127 52 29.9
 LL1214:UTM  13      -  PEWSFC 1                                 128 11 51.5
 LL1214
 LL1214|---------------------------------------------------------------------|
 LL1214| PID    Reference Object                     Distance      Geod. Az  |
 LL1214|                                                           dddmmss.s |
 LL1214| LL1213 PEWSFC 1                            APPROX. 7.5 KM 1283755.5 |
 LL1214|---------------------------------------------------------------------|
 LL1214
 LL1214                          SUPERSEDED SURVEY CONTROL
 LL1214
 LL1214  NAD 83(1986)-  40 17 44.32459(N)    104 19 41.73605(W) AD(       ) 3
 LL1214  NAD 27      -  40 17 44.39629(N)    104 19 39.90053(W) AD(       ) 3
 LL1214
 LL1214.Superseded values are not recommended for survey control.
 LL1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1214.See file dsdata.txt to determine how the superseded data were derived.
 LL1214
 LL1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE5709260789(NAD 83)
 LL1214
 LL1214  HISTORY     - Date     Condition        Report By
 LL1214  HISTORY     - 1948     MONUMENTED       USGS
 LL1214  HISTORY     - 1973     POOR             USGS
 LL1214
 LL1214                          STATION DESCRIPTION
 LL1214
 LL1214'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 LL1214'STATION IS LOCATED ON A NNW-SSW. RIDGE, ABOUT 1100 FT. S. OF U.S.
 LL1214'HIGHWAY 34, AND 4.5 MI. (AIRLINE) W. OF MASTERS POST OFFICE.
 LL1214'
 LL1214'TO REACH STATION FROM MASTERS POST OFFICE, PROCEED W. ALONG U.S.
 LL1214'HIGHWAY 34 FOR 4.8 MI. TO A CROSSROAD, TURN LEFT (S.) ON DIM TRAIL
 LL1214'RD., PASS THROUGH GATE, TURN SLIGHTLY LEFT (SE.) PROCEED 0.5 MI. TO
 LL1214'TOP OF FIRST RIDGE AND STATION SITE.
 LL1214'
 LL1214'THE STATION WAS FOUND DISTURBED.  THE REFERENCE MARKS WERE FOUND
 LL1214'IN GOOD CONDITION.
 LL1214'
 LL1214'STATION MARK--STANDARD TABLET, STAMPED ---EMPIRE 1948---, SET IN A
 LL1214'CONCRETE POST, PROTRUDING 4 IN. ABOVE GROUND LEVEL.
 LL1214'
 LL1214'REFERENCE MARK NO. 1--STANDARD TABLET, SET IN CONCRETE POST, 121.1
 LL1214'FT. FROM STATION, S 55 DEG 53 MIN W.
 LL1214'
 LL1214'REFERENCE MARK NO. 2--STANDARD TABLET, SET IN CONCRETE POST, 130.9
 LL1214'FT. FROM STATION, N 23 DEG 06 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA7127 ***********************************************************************
 AA7127  DESIGNATION -  EMRICK
 AA7127  PID         -  AA7127
 AA7127  STATE/COUNTY-  CO/JEFFERSON
 AA7127  USGS QUAD   -  INDIAN HILLS (1994)
 AA7127
 AA7127                         *CURRENT SURVEY CONTROL
 AA7127  ___________________________________________________________________
 AA7127* NAD 83(1992)-  39 34 23.09491(N)    105 08 19.04105(W)     ADJUSTED  
 AA7127* NAVD 88     -      1779.7    (meters)    5839.     (feet)  GPS OBS   
 AA7127  ___________________________________________________________________
 AA7127  X           -  -1,286,033.089 (meters)                     COMP
 AA7127  Y           -  -4,753,507.980 (meters)                     COMP
 AA7127  Z           -   4,042,684.863 (meters)                     COMP
 AA7127  LAPLACE CORR-         -18.87  (seconds)                    DEFLEC99
 AA7127  ELLIP HEIGHT-        1763.87  (meters)          (12/03/02) GPS OBS
 AA7127  GEOID HEIGHT-         -15.77  (meters)                     GEOID03
 AA7127
 AA7127  HORZ ORDER  -  FIRST
 AA7127  ELLP ORDER  -  FOURTH    CLASS II
 AA7127
 AA7127.The horizontal coordinates were established by GPS observations
 AA7127.and adjusted by the National Geodetic Survey in August 1995..
 AA7127
 AA7127.The orthometric height was determined by GPS observations and a
 AA7127.high-resolution geoid model.
 AA7127
 AA7127.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7127
 AA7127.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7127
 AA7127.The ellipsoidal height was determined by GPS observations
 AA7127.and is referenced to NAD 83.
 AA7127
 AA7127.The geoid height was determined by GEOID03.
 AA7127
 AA7127;                    North         East     Units Scale Factor Converg.
 AA7127;SPC CO C     -   497,991.181   945,451.545   MT  0.99996979   +0 13 40.5
 AA7127;SPC CO C     - 1,633,826.07  3,101,868.94   sFT  0.99996979   +0 13 40.5
 AA7127;UTM  13      - 4,380,384.412   488,093.862   MT  0.99960175   -0 05 17.9
 AA7127
 AA7127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7127!SPC CO C     -   0.99972335  x   0.99996979  =   0.99969315
 AA7127!UTM  13      -   0.99972335  x   0.99960175  =   0.99932521
 AA7127
 AA7127                          SUPERSEDED SURVEY CONTROL
 AA7127
 AA7127  ELLIP H (08/03/95) 1763.92   (m)                       GP(       ) 2 2
 AA7127
 AA7127.Superseded values are not recommended for survey control.
 AA7127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7127.See file dsdata.txt to determine how the superseded data were derived.
 AA7127
 AA7127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8809480384(NAD 83)
 AA7127_MARKER: DD = SURVEY DISK
 AA7127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7127_STAMPING: EMRICK 1995
 AA7127_MARK LOGO: JCMD  
 AA7127_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA7127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7127+STABILITY: SURFACE MOTION
 AA7127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7127+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2005
 AA7127
 AA7127  HISTORY     - Date     Condition        Report By
 AA7127  HISTORY     - 1995     MONUMENTED       CODOT
 AA7127  HISTORY     - 20050216 GOOD             INDIV
 AA7127
 AA7127                          STATION DESCRIPTION
 AA7127
 AA7127'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (KAW)
 AA7127'THE STATION WILL BE USED DURING A COLORADO HARN DENSIFICATION
 AA7127'PROJECT.
 AA7127' 
 AA7127'THE STATION IS LOCATED 10.6 MI (17.1 KM) SOUTHEAST OF THE INTERSECTION
 AA7127'OF STATE HIGHWAY 470 (SH 470) AND INTERSTATE 70 AT SH 470 REFERENCE
 AA7127'MARKER 10.6 IN THE CENTER OF SECTION 32, T 5 S, R 69 W, 6TH P.M.
 AA7127'OWNERSHIP-- COLORADO DEPARTMENT OF TRANSPORTATION (CODOT).
 AA7127' 
 AA7127'TO REACH THE STATION FROM THE INTERSECTION OF SH 470 AND KEN CARYL
 AA7127'ROAD, PROCEED SOUTH OF SH 470 FOR 0.4 MI (0.6 KM) AND THE STATION ON
 AA7127'THE RIGHT.
 AA7127' 
 AA7127'THE STATION IS A 3.25 IN ALUMINUM JEFFERSON COUNTY MAPPING DEPARTMENT
 AA7127'DISK IN A CONCRETE POST.  IT IS 78 M (255.9 FT) NORTHWEST OF THE
 AA7127'NORTHWEST CORNER OF A 2.9 M (9.5 FT) LONG HEADWALL FORF A 1.5 M (4.9
 AA7127'FT) DIAMETER CONCRETE PIPE, 24.6 M (80.7 FT) SOUTHWEST OF THE CENTER
 AA7127'OF THE EAST BOUND LANES OF SH 470, 10.8 M (35.4 FT) NORTHEAST OF THE
 AA7127'MIDDLE OF 5 BRACE POSTS OF A 8 FT (2.4 M) DEER FENCE, 0.9 M (3.0 FT)
 AA7127'SOUTH OF A CODOT FIBERGLASS WITNESS POST, 0.85 M (2.79 FT) NORTHEAST
 AA7127'OF A CODOT FIBERGLASS WITNESS POST, AND 0.8 M (2.6 FT) WEST OF A CODOT
 AA7127'FIBERGLASS WITNESS POST.
 AA7127' 
 AA7127'DESCRIPTION BY K.A. WILLIAMS, CODOT.
 AA7127
 AA7127                          STATION RECOVERY (2005)
 AA7127
 AA7127'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JW)
 AA7127'THE STATION IS LOCATED 10.6 MI (17.1 KM) SOUTHEAST OF THE INTERSECTION
 AA7127'OF STATE HIGHWAY 470 (SH 470) AND INTERSTATE 70 AT SH 470 REFERENCE
 AA7127'MARKER 10.6 IN THE CENTER OF SECTION 32, T 5 S, R 69 W, 6TH P.M.
 AA7127'OWNERSHIP--  COLORADO DEPARTMENT OF TRANSPORTATION (CODOT).
 AA7127' 
 AA7127'TO REACH THE STATION FROM THE INTERSECTION OF SH 470 AND KEN CARYL
 AA7127'ROAD, PROCEED SOUTH ON 470 FOR 0.2 MI (0.3KM) AND THE STATION ON THE
 AA7127'RIGHT.  THE STATION IS A 3.25 IN ALUMINUM JEFFERSON COUNTY MAPPING
 AA7127'DEPARTMENT DISC IN A CONCRETE POST.
 AA7127' 
 AA7127'IT IS 78 M (255.9 FT) NORTHWEST OF THE NORTHWEST CORNER OF A 2.9 M
 AA7127'(9.5 FT) LONG HEADWALL FOR A 1.5 M (4.9 FT)  DIAMETER CONCRETE PIPE,
 AA7127'24.6 M (80.7 FT) SOUTHWEST OF THE CENTER OF THE EAST BOUND LANES OF SH
 AA7127'470, 10.8 M (35.4 FT) NORTHEAST OF THE MIDDLE OF 5 BRACE POSTS OF A
 AA7127'8FT (2.4 M) DEER FENCE, 0.85 M (2.79 FT) NORTHEAST OF A CODOT
 AA7127'FIBERGLASS WITNESS POST, AND 0.8 M (2.6 FT) WEST OF A CODOT FIBERGLASS
 AA7127'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0781 ***********************************************************************
 JL0781  DESIGNATION -  END
 JL0781  PID         -  JL0781
 JL0781  STATE/COUNTY-  CO/GUNNISON
 JL0781  USGS QUAD   -  CARPENTER RIDGE (1982)
 JL0781
 JL0781                         *CURRENT SURVEY CONTROL
 JL0781  ___________________________________________________________________
 JL0781* NAD 83(1992)-  38 29 40.91525(N)    107 11 02.38815(W)     ADJUSTED  
 JL0781* NAVD 88     -      2645.5    (meters)    8679.     (feet)  VERTCON   
 JL0781  ___________________________________________________________________
 JL0781  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 JL0781  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 JL0781
 JL0781  HORZ ORDER  -  THIRD
 JL0781
 JL0781.The horizontal coordinates were established by classical geodetic methods
 JL0781.and adjusted by the National Geodetic Survey in January 1993..
 JL0781
 JL0781.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0781
 JL0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0781
 JL0781.The geoid height was determined by GEOID03.
 JL0781
 JL0781;                    North         East     Units Scale Factor Converg.
 JL0781;SPC CO C     -   379,578.891   767,501.031   MT  0.99999151   -1 03 43.5
 JL0781;SPC CO C     - 1,245,335.08  2,518,042.97   sFT  0.99999151   -1 03 43.5
 JL0781;UTM  13      - 4,262,965.297   309,535.682   MT  1.00004676   -1 21 35.4
 JL0781
 JL0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0781!SPC CO C     -   0.99958734  x   0.99999151  =   0.99957885
 JL0781!UTM  13      -   0.99958734  x   1.00004676  =   0.99963408
 JL0781
 JL0781:                Primary Azimuth Mark                     Grid Az
 JL0781:SPC CO C     -  RUNAWAY                                  025 44 14.7
 JL0781:UTM  13      -  RUNAWAY                                  026 02 06.6
 JL0781
 JL0781|---------------------------------------------------------------------|
 JL0781| PID    Reference Object                     Distance      Geod. Az  |
 JL0781|                                                           dddmmss.s |
 JL0781| JL0750 RUNAWAY                             APPROX. 5.4 KM 0244031.2 |
 JL0781|---------------------------------------------------------------------|
 JL0781
 JL0781                          SUPERSEDED SURVEY CONTROL
 JL0781
 JL0781  NAD 83(1986)-  38 29 40.91291(N)    107 11 02.39769(W) AD(       ) 3
 JL0781  NAD 27      -  38 29 40.93799(N)    107 11 00.20520(W) AD(       ) 3
 JL0781  NGVD 29 (07/19/86) 2644.0    (m)         8675.     (f) VERT ANG       
 JL0781
 JL0781.Superseded values are not recommended for survey control.
 JL0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0781.See file dsdata.txt to determine how the superseded data were derived.
 JL0781
 JL0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC0953662965(NAD 83)
 JL0781_MARKER: DD = SURVEY DISK
 JL0781_SETTING: 80 = SET IN A BOULDER
 JL0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0781+STABILITY: SURFACE MOTION
 JL0781
 JL0781  HISTORY     - Date     Condition        Report By
 JL0781  HISTORY     - 1950     MONUMENTED       USGS
 JL0781
 JL0781                          STATION DESCRIPTION
 JL0781
 JL0781'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JL0781'STATION LOCATED IN NE. CORNER OF SEC.21, T. 49N.,R.3W.,APPROX. 2 MI.
 JL0781'AIRLINE NE. OF CEBOLLA ON HIGHEST POINT OF HALF MOON SHAPED ROCKY
 JL0781'RIDGE, WHICH OVERLOOKS GUNNISON RIVER TO S., ELK CREEK TO N.,AND DRY
 JL0781'GULCH TO W.
 JL0781'
 JL0781'TO REACH FROM INTERSECTION OF MAIN AND TOMICHI SREETS, IN GUNNISON,
 JL0781'COLORADO, DRIVE W. ON U.S. HWY. 50 TOWARD MONTROSE 17.2 MI., HERE TURN
 JL0781'RIGHT -N.- UP PRIVATE RD. 0.1 MI. TO RANCH.  CONTINUE UP CANYON RD.
 JL0781'1.4 MI. TO END OF TRUCK TRAVEL, PACK UP SLOPE -E- 700 FT., THRU BREAK
 JL0781'IN RIM AND ALONG TOP OF RIDGE IN SOUTHERLY DIRECTION TO HIGHEST POINT
 JL0781'OF RIDGE AND STATION SITE.
 JL0781'
 JL0781'STATION MARK - STANDARD TABLET SET FLUSH IN BOULDER IN PLACE,STAMPED
 JL0781'---C-END 1950---.
 JL0781'
 JL0781'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0483 ***********************************************************************
 HM0483  DESIGNATION -  END
 HM0483  PID         -  HM0483
 HM0483  STATE/COUNTY-  CO/MONTEZUMA
 HM0483  USGS QUAD   -  SENTINEL PEAK SW (1975)
 HM0483
 HM0483                         *CURRENT SURVEY CONTROL
 HM0483  ___________________________________________________________________
 HM0483* NAD 83(1992)-  37 07 01.25753(N)    108 57 10.71539(W)     ADJUSTED  
 HM0483* NAVD 88     -      1613.3    (meters)    5293.     (feet)  VERTCON   
 HM0483  ___________________________________________________________________
 HM0483  LAPLACE CORR-           2.98  (seconds)                    DEFLEC99
 HM0483  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 HM0483
 HM0483  HORZ ORDER  -  THIRD
 HM0483
 HM0483.The horizontal coordinates were established by classical geodetic methods
 HM0483.and adjusted by the National Geodetic Survey in November 1997..
 HM0483
 HM0483.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0483
 HM0483.The Laplace correction was computed from DEFLEC99 derived deflections.
 HM0483
 HM0483.The geoid height was determined by GEOID03.
 HM0483
 HM0483;                    North         East     Units Scale Factor Converg.
 HM0483;SPC CO S     -   360,454.075   607,581.038   MT  1.00002315   -2 07 04.7
 HM0483;SPC CO S     - 1,182,589.74  1,993,372.12   sFT  1.00002315   -2 07 04.7
 HM0483;UTM  12      - 4,109,814.419   681,867.225   MT  1.00000747   +1 14 08.2
 HM0483
 HM0483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0483!SPC CO S     -   0.99975011  x   1.00002315  =   0.99977325
 HM0483!UTM  12      -   0.99975011  x   1.00000747  =   0.99975757
 HM0483
 HM0483:                Primary Azimuth Mark                     Grid Az
 HM0483:SPC CO S     -  YELLOW ET                                166 06 40.0
 HM0483:UTM  12      -  YELLOW ET                                162 45 27.1
 HM0483
 HM0483|---------------------------------------------------------------------|
 HM0483| PID    Reference Object                     Distance      Geod. Az  |
 HM0483|                                                           dddmmss.s |
 HM0483| GO0496 YELLOW ET                           APPROX.18.4 KM 1635935.3 |
 HM0483|---------------------------------------------------------------------|
 HM0483
 HM0483                          SUPERSEDED SURVEY CONTROL
 HM0483
 HM0483  NAD 83(1992)-  37 07 01.25706(N)    108 57 10.71417(W) AD(       ) 3
 HM0483  NAD 83(1986)-  37 07 01.24971(N)    108 57 10.72573(W) AD(       ) 3
 HM0483  NGVD 29 (12/04/91) 1612.4    (m)         5290.     (f) VERT ANG       
 HM0483
 HM0483.Superseded values are not recommended for survey control.
 HM0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0483.See file dsdata.txt to determine how the superseded data were derived.
 HM0483
 HM0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG8186709814(NAD 83)
 HM0483_MARKER: DD = SURVEY DISK
 HM0483_SETTING: 80 = SET IN A BOULDER
 HM0483_SP_SET: SET IN DRILL HOLE IN A BOULDER
 HM0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0483+STABILITY: SURFACE MOTION
 HM0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HM0483+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004
 HM0483
 HM0483  HISTORY     - Date     Condition        Report By
 HM0483  HISTORY     - 1957     MONUMENTED       USGS
 HM0483  HISTORY     - 1957     GOOD             USGS
 HM0483  HISTORY     - 1966     GOOD             USGS
 HM0483  HISTORY     - 20040708 GOOD             BLM
 HM0483
 HM0483                          STATION DESCRIPTION
 HM0483
 HM0483'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 HM0483'TEXT PREVIOUSLY SUBMITTED BY RMMC.
 HM0483
 HM0483                          STATION RECOVERY (1966)
 HM0483
 HM0483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 HM0483'LOCATED ABOUT 7.5 MI. N. AND 4.5 MI. E. OF THE SW. CORNER OF COLORADO,
 HM0483'1.0 MI. E. OF W. END OF A BIG MESA, 3.0 MI. E. OF TELEPHONE LINE, 1.5
 HM0483'MI. W. OF POINT WHERE A RD. BENDS IN --L-- SHAPE S. AND E. (THE RD. S.
 HM0483'LEADING TO AN EARTH WEIR TANK IN RAVINE AT S. TOE OF MESA) ON HIGH
 HM0483'GROUND NEAR S. SIDE AND ABOUT 400 FT. FROM THE HEADS OF TWO RAVINES
 HM0483'FALLING S.
 HM0483'
 HM0483'RECOVERED BY USGS IN 1957 AND REDESCRIBED AS FOLLOWS
 HM0483'
 HM0483'TO REACH FROM TOWAOC TRADING POST IN TOWAOC, DRIVE 12.1 MI. S. AND
 HM0483'WESTERLY ON GRAVELED RD. TO ANETH TO T-RDS. AT BASE OF SMALL,
 HM0483'PROMINENT TOP, TURN LEFT ON DIRT RD. 5.5 MI. TO NARROW RD. RIGHT,
 HM0483'TURN RIGHT 1.3 MI. TO POINT IN RD. OPPOSITE STATION, WHICH IS 20 FT.
 HM0483'S. OF RD.
 HM0483'
 HM0483'RECOVERED BY USGS IN 1966.
 HM0483'
 HM0483'STATION MARK--STANDARD TABLET STAMPED---END 1949 1957 ET 1966---,
 HM0483'CEMENTED IN DRILL HOLE IN TOP OF BURIED BOULDER.
 HM0483'
 HM0483'NOTE BY USGS, 1957--THE OLD STATION MARK OF A COPPER NAIL AND
 HM0483'WASHER IN A HUB HAS BEEN REPLACED BY A STANDARD TABLET IN THE EXACT
 HM0483'POSITION OF THE OLD STATION MARK AND SAME ELEVATION.
 HM0483
 HM0483                          STATION RECOVERY (2004)
 HM0483
 HM0483'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 2004 (GK)
 HM0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1797 ***********************************************************************
 KK1797  DESIGNATION -  ENERGY
 KK1797  PID         -  KK1797
 KK1797  STATE/COUNTY-  CO/BOULDER
 KK1797  USGS QUAD   -  LOUISVILLE (1994)
 KK1797
 KK1797                         *CURRENT SURVEY CONTROL
 KK1797  ___________________________________________________________________
 KK1797* NAD 83(1992)-  39 54 35.73345(N)    105 10 01.20195(W)     ADJUSTED  
 KK1797* NAVD 88     -      1785.0    (meters)    5856.     (feet)  GPS OBS   
 KK1797  ___________________________________________________________________
 KK1797  X           -  -1,282,130.742 (meters)                     COMP
 KK1797  Y           -  -4,729,789.964 (meters)                     COMP
 KK1797  Z           -   4,071,453.879 (meters)                     COMP
 KK1797  LAPLACE CORR-         -15.08  (seconds)                    DEFLEC99
 KK1797  ELLIP HEIGHT-        1768.70  (meters)          (12/03/02) GPS OBS
 KK1797  GEOID HEIGHT-         -16.33  (meters)                     GEOID03
 KK1797
 KK1797  HORZ ORDER  -  FIRST
 KK1797  ELLP ORDER  -  FOURTH    CLASS II
 KK1797
 KK1797.The horizontal coordinates were established by GPS observations
 KK1797.and adjusted by the National Geodetic Survey in February 2000..
 KK1797
 KK1797.The orthometric height was determined by GPS observations and a
 KK1797.high-resolution geoid model.
 KK1797
 KK1797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK1797
 KK1797.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1797
 KK1797.The ellipsoidal height was determined by GPS observations
 KK1797.and is referenced to NAD 83.
 KK1797
 KK1797.The geoid height was determined by GEOID03.
 KK1797
 KK1797;                    North         East     Units Scale Factor Converg.
 KK1797;SPC CO N     -   368,872.971   942,874.470   MT  0.99997443   +0 12 54.6
 KK1797;SPC CO N     - 1,210,210.74  3,093,413.99   sFT  0.99997443   +0 12 54.6
 KK1797;UTM  13      - 4,417,773.305   485,726.168   MT  0.99960251   -0 06 25.7
 KK1797
 KK1797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1797!SPC CO N     -   0.99972260  x   0.99997443  =   0.99969704
 KK1797!UTM  13      -   0.99972260  x   0.99960251  =   0.99932522
 KK1797
 KK1797:                Primary Azimuth Mark                     Grid Az
 KK1797:SPC CO N     -  ERIE ALEXANDER DAWSON SCH TANK           016 03 55.1
 KK1797:UTM  13      -  ERIE ALEXANDER DAWSON SCH TANK           016 23 15.4
 KK1797
 KK1797|---------------------------------------------------------------------|
 KK1797| PID    Reference Object                     Distance      Geod. Az  |
 KK1797|                                                           dddmmss.s |
 KK1797| LL1409 ERIE ALEXANDER DAWSON SCH TANK      APPROX.17.8 KM 0161649.7 |
 KK1797| CP7978 ENERGY RM 1                           8.420 METERS 07512     |
 KK1797| KK1799 ROCKY FLATS TANK                    APPROX. 4.4 KM 2373947.6 |
 KK1797| CP7979 ENERGY RM 2                           9.374 METERS 24257     |
 KK1797| KK1804 ENERGY AZ MK                        APPROX. 0.5 KM 2531145.1 |
 KK1797| KK2055 ELDORADO SPRINGS KBCO MAST          APPROX.10.8 KM 2720009.4 |
 KK1797|---------------------------------------------------------------------|
 KK1797
 KK1797                          SUPERSEDED SURVEY CONTROL
 KK1797
 KK1797  ELLIP H (02/17/00) 1768.73   (m)                       GP(       ) 4 2
 KK1797  NAD 83(1992)-  39 54 35.73142(N)    105 10 01.20640(W) AD(       ) 1
 KK1797  NAD 83(1986)-  39 54 35.72733(N)    105 10 01.20344(W) AD(       ) 1
 KK1797  NAD 27      -  39 54 35.77897(N)    105 09 59.25451(W) AD(       ) 1
 KK1797  NGVD 29 (07/19/86) 1783.9    (m)         5853.     (f) VERT ANG       
 KK1797
 KK1797.Superseded values are not recommended for survey control.
 KK1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1797.See file dsdata.txt to determine how the superseded data were derived.
 KK1797
 KK1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE8572617773(NAD 83)
 KK1797_MARKER: DH = HORIZONTAL CONTROL DISK
 KK1797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK1797_STAMPING: ENERGY 1977
 KK1797_MARK LOGO: NGS   
 KK1797_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KK1797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1797+STABILITY: SURFACE MOTION
 KK1797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1797+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2004
 KK1797
 KK1797  HISTORY     - Date     Condition        Report By
 KK1797  HISTORY     - 1977     MONUMENTED       NGS
 KK1797  HISTORY     - 1986     GOOD             NGS
 KK1797  HISTORY     - 19990223 GOOD             NGS
 KK1797  HISTORY     - 20040630 GOOD             DREXEL
 KK1797  HISTORY     - 20040701 GOOD             DREXEL
 KK1797
 KK1797                          STATION DESCRIPTION
 KK1797
 KK1797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1797'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF THE ROCKY
 KK1797'FLATS ATOMIC ENERGY PLANT, 3-1/2 MILES NORTHWEST OF WESTMINSTER,
 KK1797'4 MILES WEST OF THE JEFFERSON COUNTY AIRPORT AND 7 MILES NORTH-
 KK1797'NORTHWEST OF ARVADA, ON HIGHWAY RIGHT-OF-WAY OWNED BY
 KK1797'THE STATE OF COLORADO AND IN THE NORTHEAST QARTER
 KK1797'OF SECTION 21, R70W, T1S.
 KK1797'
 KK1797'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 121
 KK1797'AND 80TH STREET IN ARVADA, GO NORTH ON STATE HIGHWAY 121 FOR
 KK1797'5.1 MILES TO THE ENTRANCE TO JEFFERSON COUNTY AIRPORT.
 KK1797'CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY 121 FOR 0.4 MILE TO
 KK1797'THE JUNCTION OF STATE HIGHWAY 128. TURN LEFT, WEST, ON STATE
 KK1797'HIGHWAY 128 FOR 3.7 MILES TO A ROAD LEFT (INDIANA STREET).
 KK1797'CONTINUE STRAIGHT AHEAD FOR 0.05 MILE TO A TRACK ROAD LEFT THAT
 KK1797'LEADS TO A WIRE GATE. TURN LEFT ON TRACK ROAD FOR ABOUT 100
 KK1797'FEET TO THE STATION ON THE LEFT. TO REACH THE AZIMUTH MARK
 KK1797'FROM THE STATION GO WEST ON STATE HIGHWAY 128 FOR 0.4 MILE
 KK1797'TO THE MARK ON THE LEFT ON TOP OF A CUTBANK.
 KK1797'
 KK1797'STATION MARKS, STAMPED---ENERGY 1977---, ARE STANDARD DISKS.
 KK1797'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KK1797'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  IT
 KK1797'IS 5.2 FEET NORTH OF A FENCE, 7.5 FEET NORTHWEST OF A METAL
 KK1797'WITNESS POST, 24.5 FEET NORTH OF A POWERLINE POLE WITH A
 KK1797'TRANSFORMER AND 90.5 FEET SOUTH OF THE SOUTH EDGE OF STATE
 KK1797'HIGHWAY 128.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 KK1797'OF CONCRETE ABOUT 42 INCHES BELOW THE GROUND.
 KK1797'
 KK1797'REFERENCE MARK 1, STAMPED---ENERGY NO 1 1977---, IS A STANDARD
 KK1797'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KK1797'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 2.0 FEET NORTH
 KK1797'OF THE FENCE, 22.0 FEET NORTH-NORTHEAST OF A METAL WITNESS POST,
 KK1797'34.5 FEET NORTHEAST OF A POWERLINE POLE WITH TRANSFORMER AND
 KK1797'91.5 FEET SOUTH OF THE SOUTH EDGE OF STATE HIGHWAY 128.
 KK1797'
 KK1797'REFERENCE MARK 2, STAMPED---ENERGY NO 2 1977---, IS A STANDARD
 KK1797'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KK1797'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 1.5 FEET NORTH OF
 KK1797'THE FENCE, 36.2 FEET NORTH-NORTHWEST OF A METAL WITNESS POST,
 KK1797'38.0 FEET NORTH-NORTHWEST OF A POWERLINE POLE WITH TRANSFORMER
 KK1797'AND 96.0 FEET SOUTH OF THE SOUTH EDGE OF STATE HIGHWAY 128.
 KK1797'
 KK1797'AZIMUTH MARK, STAMPED---ENERGY 1977---, IS A STANDARD DISK
 KK1797'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KK1797'IS FLUSH WITH THE GROUND SURFACE.  IT IS 2 FEET NORTH-NORTHEAST
 KK1797'OF A FENCE, 6.6 FEET EAST OF A METAL WITNESS POST IN FENCELINE
 KK1797'AND 30 FEET SOUTH-SOUTHWEST OF DROPOFF TO THE NORTHEAST.  THE
 KK1797'MARK IS ABOUT 150 FEET SOUTH OF THE HIGHWAY.
 KK1797'
 KK1797'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 KK1797'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.5 METERS.
 KK1797
 KK1797                          STATION RECOVERY (1986)
 KK1797
 KK1797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (MCG)
 KK1797'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 KK1797'THE MARK WAS RECOVERED IN GOOD CONDITION.
 KK1797
 KK1797                          STATION RECOVERY (1999)
 KK1797
 KK1797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 KK1797'THE STATION IS LOCATED ABOUT 8 MI (12.9 KM) SOUTHEAST OF BOULDER, 4 MI
 KK1797'(6.4 KM) WEST OF THE JEFFERSON COUNTY AIRPORT AND 3.5 MI (5.6 KM)
 KK1797'NORTHWEST OF WESTMINSTER, IN THE NORTHEAST 1/4 OF SECTION 1, T 2 S, R
 KK1797'70 W, AT STATE HIGHWAY 128 MILEPOST 4.15.  OWNERSHIP--COLORADO DEPT.
 KK1797'OF TRANSPORTATION RIGHT-OF-WAY
 KK1797'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 93 AND
 KK1797'STATE HIGHWAY 128 SOUTH OF BOULDER, GO EAST ON STATE HIGHWAY 128 FOR
 KK1797'4.1 MI (6.6 KM) TO THE STATION ON THE RIGHT.  IT IS 0.1 MI (0.2 KM)
 KK1797'WEST OF INDIANA STREET AND 0.15 MI (0.24 KM) EAST OF MCCASLIN
 KK1797'BOULEVARD
 KK1797'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 KK1797'POST FLUSH WITH THE GROUND.  IT IS 27.6 M (90.6 FT) SOUTH FROM THE
 KK1797'SOUTHEDGE OF OIL FOR STATE HIGHWAY 128, 7.5 M (24.6 FT) NORTH FROM A
 KK1797'POWER POLE WITH TRANSFORMER, 2.3 M (7.5 FT) NORTHWEST FROM A METAL
 KK1797'WITNESS POST, 1.6 M (5.2 FT) NORTH FROM THE RIGHT-OF-WAY FENCE AND 0.6
 KK1797'M (2.0 FT) EAST FROM A WITNESS POST.  THE UNDERGROUND DISK IS SET IN A
 KK1797'IRREGULAR MASS OF CONCRETE ABOUT 1.1 M (3.6 FT) BELOW THE GROUND.  A
 KK1797'1/2-INCH REBAR IS SET NEXT TO THIS MONUMENT.
 KK1797
 KK1797                          STATION RECOVERY (2004)
 KK1797
 KK1797'RECOVERY NOTE BY DREXEL BARRELL AND COMPANY ENG 2004
 KK1797'RECOVERED IN GOOD CONDITION.
 KK1797
 KK1797                          STATION RECOVERY (2004)
 KK1797
 KK1797'RECOVERY NOTE BY DREXEL BARRELL AND COMPANY ENG 2004
 KK1797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1804 ***********************************************************************
 KK1804  DESIGNATION -  ENERGY AZ MK
 KK1804  PID         -  KK1804
 KK1804  STATE/COUNTY-  CO/JEFFERSON
 KK1804  USGS QUAD   -  LOUISVILLE (1994)
 KK1804
 KK1804                         *CURRENT SURVEY CONTROL
 KK1804  ___________________________________________________________________
 KK1804* NAD 83(1992)-  39 54 30.66099(N)    105 10 23.00988(W)     ADJUSTED  
 KK1804* NAVD 88     -      1789.7    (meters)    5872.     (feet)  VERTCON   
 KK1804  ___________________________________________________________________
 KK1804  LAPLACE CORR-         -15.42  (seconds)                    DEFLEC99
 KK1804  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 KK1804
 KK1804  HORZ ORDER  -  SECOND
 KK1804
 KK1804.The horizontal coordinates were established by classical geodetic methods
 KK1804.and adjusted by the National Geodetic Survey in January 1993..
 KK1804
 KK1804.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1804
 KK1804.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1804
 KK1804.The geoid height was determined by GEOID03.
 KK1804
 KK1804;                    North         East     Units Scale Factor Converg.
 KK1804;SPC CO C     -   535,222.953   942,358.787   MT  1.00003521   +0 12 22.3
 KK1804;SPC CO C     - 1,755,977.30  3,091,722.12   sFT  1.00003521   +0 12 22.3
 KK1804;SPC CO N     -   368,714.601   942,357.089   MT  0.99997458   +0 12 40.5
 KK1804;SPC CO N     - 1,209,691.15  3,091,716.55   sFT  0.99997458   +0 12 40.5
 KK1804;UTM  13      - 4,417,617.906   485,208.097   MT  0.99960269   -0 06 39.7
 KK1804
 KK1804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1804!SPC CO C     -   0.99972186  x   1.00003521  =   0.99975706
 KK1804!SPC CO N     -   0.99972186  x   0.99997458  =   0.99969645
 KK1804!UTM  13      -   0.99972186  x   0.99960269  =   0.99932466
 KK1804
 KK1804:                Primary Azimuth Mark                     Grid Az
 KK1804:SPC CO C     -  ENERGY                                   072 59 08.8
 KK1804:SPC CO N     -  ENERGY                                   072 58 50.6
 KK1804:UTM  13      -  ENERGY                                   073 18 10.8
 KK1804
 KK1804|---------------------------------------------------------------------|
 KK1804| PID    Reference Object                     Distance      Geod. Az  |
 KK1804|                                                           dddmmss.s |
 KK1804| KK1797 ENERGY                              APPROX. 0.5 KM 0731131.1 |
 KK1804| KK1799 ROCKY FLATS TANK                    APPROX. 3.9 KM 2353010.1 |
 KK1804|---------------------------------------------------------------------|
 KK1804
 KK1804                          SUPERSEDED SURVEY CONTROL
 KK1804
 KK1804  NAD 83(1986)-  39 54 30.65695(N)    105 10 23.00701(W) AD(       ) 2
 KK1804  NAD 27      -  39 54 30.70840(N)    105 10 21.05736(W) AD(       ) 2
 KK1804  NGVD 29 (07/19/86) 1788.7    (m)         5868.     (f) VERT ANG       
 KK1804
 KK1804.Superseded values are not recommended for survey control.
 KK1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1804.See file dsdata.txt to determine how the superseded data were derived.
 KK1804
 KK1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE8520817618(NAD 83)
 KK1804_MARKER: DS = TRIANGULATION STATION DISK
 KK1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK1804_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1804+STABILITY: SURFACE MOTION
 KK1804
 KK1804  HISTORY     - Date     Condition        Report By
 KK1804  HISTORY     - 1977     MONUMENTED       NGS
 KK1804  HISTORY     - 1986     GOOD             NGS
 KK1804
 KK1804                          STATION DESCRIPTION
 KK1804
 KK1804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1804'THE STATION IS LOCATED ABOUT 1-1/2 MILES NORTHEAST OF THE
 KK1804'ROCKY FLATS ATOMIC ENERGY PLANT, 4 MILES NORTHWEST OF
 KK1804'WESTMINSTER, 4-1/2 MILES WEST OF THE JEFFERSON COUNTY AIRPORT
 KK1804'AND 7-1/2 MILES NORTH-NORTHWEST OF ARVADA, ON HIGHWAY
 KK1804'RIGHT-OF-WAY OWNED BY THE STATE OF COLORADO AND IN
 KK1804'THE NORTHEAST QUARTER OF SECTION 21, R 70 W, T 1 S.
 KK1804'
 KK1804'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 121 AND
 KK1804'80TH STREET IN ARVADA, GO NORTH ON STATE HIGHWAY 121 FOR 5.1
 KK1804'MILES TO THE ENTRANCE TO THE JEFFERSON COUNTY AIRPORT, CONTINUE
 KK1804'STRAIGHT AHEAD ON STATE HIGHWAY 121 FOR 0.4 MILE TO THE
 KK1804'JUNCTION OF STATE HIGHWAY 128. TURN LEFT, WEST, ON STATE
 KK1804'HIGHWAY 128 FOR 3.7 MILES TO A ROAD LEFT (INDIANA STREET).
 KK1804'CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY 128 FOR 0.45 MILE TO
 KK1804'THE STATION ON THE LEFT ON TOP OF A CUTBANK.  IT IS ABOUT 150
 KK1804'FEET SOUTH OF THE HIGHWAY.
 KK1804'
 KK1804'AZIMUTH MARK, STAMPED---ENERGY 1977---, IS A STANDARD DISK SET
 KK1804'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 KK1804'FLUSH WITH THE GROUND SURFACE.  IT IS 2 FEET NORTH-NORTHEAST OF
 KK1804'A FENCE, 6.6 FEET EAST OF A METAL WITNESS POST IN THE FENCE
 KK1804'AND 30 FEET SOUTH-SOUTHWEST OF DROPOFF TO THE NORTHEAST.
 KK1804'
 KK1804'AN EDM TRAVERSE TIE WAS MADE TO TRIANGULATION STATION ENERGY.
 KK1804'HEIGHT OF LIGHT SHOWN ABOVE STATION MARK WAS 1.4 METERS.
 KK1804
 KK1804                          STATION RECOVERY (1986)
 KK1804
 KK1804'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (MCG)
 KK1804'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 KK1804'THE MARK WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0377 ***********************************************************************
 HJ0377  DESIGNATION -  ENGLAND
 HJ0377  PID         -  HJ0377
 HJ0377  STATE/COUNTY-  CO/BENT
 HJ0377  USGS QUAD   -  ROCK CANYON (1972)
 HJ0377
 HJ0377                         *CURRENT SURVEY CONTROL
 HJ0377  ___________________________________________________________________
 HJ0377* NAD 83(1992)-  37 43 22.47532(N)    103 20 31.01609(W)     ADJUSTED  
 HJ0377* NAVD 88     -      1413.1    (meters)    4636.     (feet)  VERTCON   
 HJ0377  ___________________________________________________________________
 HJ0377  X           -  -1,165,904.287 (meters)                     COMP
 HJ0377  Y           -  -4,916,042.643 (meters)                     COMP
 HJ0377  Z           -   3,882,014.156 (meters)                     COMP
 HJ0377  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 HJ0377  ELLIP HEIGHT-        1391.52  (meters)          (12/03/02) GPS OBS
 HJ0377  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 HJ0377
 HJ0377  HORZ ORDER  -  FIRST
 HJ0377  ELLP ORDER  -  FOURTH    CLASS II
 HJ0377
 HJ0377.The horizontal coordinates were established by classical geodetic methods
 HJ0377.and adjusted by the National Geodetic Survey in December 2002..
 HJ0377
 HJ0377.The NAVD 88 height was computed by applying the VERTCON shift value to
 HJ0377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HJ0377
 HJ0377.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HJ0377
 HJ0377.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0377
 HJ0377.The ellipsoidal height was determined by GPS observations
 HJ0377.and is referenced to NAD 83.
 HJ0377
 HJ0377.The geoid height was determined by GEOID03.
 HJ0377
 HJ0377;                    North         East     Units Scale Factor Converg.
 HJ0377;SPC CO S     -   424,223.883 1,104,632.785   MT  0.99994727   +1 19 25.3
 HJ0377;SPC CO S     - 1,391,807.86  3,624,116.06   sFT  0.99994727   +1 19 25.3
 HJ0377;UTM  13      - 4,176,365.836   646,123.661   MT  0.99986300   +1 00 52.7
 HJ0377
 HJ0377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0377!SPC CO S     -   0.99978169  x   0.99994727  =   0.99972897
 HJ0377!UTM  13      -   0.99978169  x   0.99986300  =   0.99964472
 HJ0377
 HJ0377|---------------------------------------------------------------------|
 HJ0377| PID    Reference Object                     Distance      Geod. Az  |
 HJ0377|                                                           dddmmss.s |
 HJ0377| CM8040 ENGLAND RM 1                         16.645 METERS 23808     |
 HJ0377| CM8041 ENGLAND RM 2                         19.458 METERS 34130     |
 HJ0377| CM8039 ENGLAND AZ MK                                      3422231.8 |
 HJ0377|---------------------------------------------------------------------|
 HJ0377
 HJ0377                          SUPERSEDED SURVEY CONTROL
 HJ0377
 HJ0377  ELLIP H (12/21/93) 1391.58   (m)                       GP(       ) 4 1
 HJ0377  NAD 83(1992)-  37 43 22.47672(N)    103 20 31.00825(W) AD(       ) 1
 HJ0377  ELLIP H (01/07/93) 1391.58   (m)                       GP(       ) 4 2
 HJ0377  NAD 83(1986)-  37 43 22.46001(N)    103 20 30.99398(W) AD(       ) 1
 HJ0377  NAD 27      -  37 43 22.41900(N)    103 20 29.22200(W) AD(       ) 1
 HJ0377  NGVD 29 (11/20/87) 1412.4    (m)         4634.     (f) GPS OBS        
 HJ0377
 HJ0377.Superseded values are not recommended for survey control.
 HJ0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0377.See file dsdata.txt to determine how the superseded data were derived.
 HJ0377
 HJ0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB4612476366(NAD 83)
 HJ0377_MARKER: DS = TRIANGULATION STATION DISK
 HJ0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HJ0377+SATELLITE: SATELLITE OBSERVATIONS - May 28, 1986
 HJ0377
 HJ0377  HISTORY     - Date     Condition        Report By
 HJ0377  HISTORY     - 1922     MONUMENTED       CGS
 HJ0377  HISTORY     - 1947     GOOD             WESGEO
 HJ0377  HISTORY     - 1952     GOOD             CGS
 HJ0377  HISTORY     - 1971     GOOD             USGS
 HJ0377  HISTORY     - 19860528 GOOD
 HJ0377
 HJ0377                          STATION DESCRIPTION
 HJ0377
 HJ0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 HJ0377'ABOUT 25 MILES SOUTHEAST OF LA JUNTA, 4 MILES NORTHWEST OF
 HJ0377'OPAL, 7 MILES SOUTHEAST OF THE J.J. RANCH, 75 METERS WEST OF
 HJ0377'THE OLD HOMESTEAD OF M.H. ENGLAND, AND 400 METERS SOUTHEAST
 HJ0377'OF MR. ENGLANDS NEW HOUSE.  SURFACE MARK IS DISK SET AS
 HJ0377'DESCRIBED.  UNDERGROUND MARK IS DISK SET.
 HJ0377'REFERENCE MARKS ARE DISKS, SET AS DESCRIBED,
 HJ0377'AT THE FOLLOWING DISTANCES AND BEARINGS FROM
 HJ0377'THE STATION--NO. 1, 16.175 METERS (53.07 FEET).
 HJ0377'NO. 2, 18.920 METERS (62.07 FEET).
 HJ0377
 HJ0377                          STATION RECOVERY (1947)
 HJ0377
 HJ0377'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1947 (HEO)
 HJ0377'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.  IT IS
 HJ0377'SURROUNDED WITH NATIVE ROCK TO PROTECT IT.
 HJ0377'DESCRIPTION FROM SECTION CORNER IN THE SUPPLEMENTARY POINT
 HJ0377'DATA HELPS LOCATE THE STATION.
 HJ0377
 HJ0377                          STATION RECOVERY (1952)
 HJ0377
 HJ0377'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LGT)
 HJ0377'THE STATION MARK, STAMPED ENGLAND 1922, WAS RECOVERED AND
 HJ0377'FOUND IN GOOD CONDITION.
 HJ0377'
 HJ0377'REFERENCE MARK 1, STAMPED ENGLAND NO. 1 1922, WAS RECOVERED
 HJ0377'AND FOUND IN GOOD CONDITION, BUT IT IS SET IN A BOULDER INSTEAD
 HJ0377'OF A CONCRETE POST.  A SLIGHT DIFFERENCE IN THE DIRECTION
 HJ0377'AND A LARGE DIFFERENCE IN THE DISTANCE WERE NOTED ON THIS
 HJ0377'MARK.
 HJ0377'
 HJ0377'REFERENCE MARK 2, STAMPED ENGLAND NO. 2 1922, WAS RECOVERED
 HJ0377'AND FOUND IN GOOD CONDITION, BUT IT IS SET IN A BOULDER
 HJ0377'INSTEAD OF A CONCRETE POST.  A LARGE DIFFERENCE IN THE DISTANCE
 HJ0377'WAS NOTED ON THIS MARK.
 HJ0377'
 HJ0377'AN AZIMUTH MARK WAS ESTABLISHED AT THIS TIME AND IS DESCRIBED
 HJ0377'BELOW.
 HJ0377'
 HJ0377'NO PREVIOUS TO REACH WAS FOUND FOR THIS STATION.  ONE IS AS SHOWN
 HJ0377'BELOW.
 HJ0377'
 HJ0377'THE STATION IS LOCATED ON THE TOP OF A MESA, ABOUT 25 MILES
 HJ0377'SOUTH-SOUTHWEST OF LAS ANIMAS, 21 MILES SOUTH-SOUTHEAST OF
 HJ0377'LA JUNTA AND 6 MILES SOUTHEAST OF THE HIGBEE STORE.  THE MARK
 HJ0377'IS 21 FEET NORTH OF THE CENTER LINE OF A TRACK ROAD AND 6
 HJ0377'FEET EAST OF A WHITE WITNESS POST.
 HJ0377'
 HJ0377'TO REACH THE STATION FROM THE POST OFFICE IN LA JUNTA, GO
 HJ0377'SOUTH FOR 0.4 MILE TO A STOP STREET.  TURN RIGHT AND GO 0.2
 HJ0377'MILE.  HERE TURN LEFT AND FOLLOW STATE HIGHWAY 109 SOUTHERLY
 HJ0377'FOR 17.5 MILES TO THE HIGHBEE STORE ON THE RIGHT.  CONTINUE
 HJ0377'ON THE HIGHWAY FOR 0.6 MILE TO A ROAD LEFT ABOUT 0.1 MILE AFTER
 HJ0377'CROSSING A BRIDGE.  TURN LEFT AND GO 4.7 MILE TO A RANCH
 HJ0377'HOUSE.  PASS THROUGH A GATE JUST WEST OF THE RANCH HOUSE YARD
 HJ0377'AND GO SOUTHEAST FOR 1.7 MILE TO A CROSSROADS ON THE TOP OF
 HJ0377'A MESA.  TURN RIGHT, SOUTH, AND GO 0.1 MILE TO THE AZIMUTH
 HJ0377'MARK ON THE RIGHT.  CONTINUE SOUTH ON THE TRACK ROAD FOR 0.5
 HJ0377'MILE TO THE STATION ABOUT 100 YARDS AFTER THE ROAD BENDS TO
 HJ0377'THE WEST.  A DRIVE STATION.
 HJ0377'
 HJ0377'THE AZIMUTH MARK, STAMPED ENGLAND 1952, IS A STANDARD DISK
 HJ0377'SET IN THE TOP OF A 10 IN X 10 IN SQUARE CONCRETE POST THAT
 HJ0377'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 8 FEET WEST OF THE
 HJ0377'CENTER LINE OF THE TRACK ROAD TO THE STATION AND 6 FEET NORTH
 HJ0377'OF A WHITE WITNESS POST.
 HJ0377'
 HJ0377'THE OBSERVATIONS WERE MADE FROM A 11.43 METERS STEEL TOWER.
 HJ0377
 HJ0377                          STATION RECOVERY (1971)
 HJ0377
 HJ0377'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (WC)
 HJ0377'FROM THE COLORADO HIGHWAY 109 BRIDGE OVER THE PURGATORIE RIVER
 HJ0377'GO SOUTH 0.1 MILE TO A T ROAD, TURN LEFT OFF HIGHWAY ON
 HJ0377'BLADED ROAD AND GO EASTERLY 4.7 MILES TO THE MC CLOY RANCH
 HJ0377'HOUSE, CONTINUE ACROSS CATTLEGUARD AND UP HILL 1.7 MILES TO A
 HJ0377'T ROAD ON TOP OF MESA, TURN RIGHT AND GO SOUTHERLY 0.4 MILE
 HJ0377'TO A TRACK ROAD, TURN RIGHT AND GO SOUTHWESTERLY 0.3 MILE
 HJ0377'ON TRACK ROAD TO THE STATION MARK ON THE RIGHT.  ABOUT 210 FEET
 HJ0377'SOUTHWEST OF FENCE CORNER, 35 FEET WEST OF UNDERGROUND WATER
 HJ0377'PIPELINE.
 HJ0377
 HJ0377                          STATION RECOVERY (1986)
 HJ0377
 HJ0377'RECOVERED 1986
 HJ0377'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0626 ***********************************************************************
 HL0626  DESIGNATION -  ENGLER
 HL0626  PID         -  HL0626
 HL0626  STATE/COUNTY-  CO/LA PLATA
 HL0626  USGS QUAD   -  TIFFANY (1968)
 HL0626
 HL0626                         *CURRENT SURVEY CONTROL
 HL0626  ___________________________________________________________________
 HL0626* NAD 83(1992)-  37 01 57.16772(N)    107 31 16.04677(W)     ADJUSTED  
 HL0626* NAVD 88     -      1967.2    (meters)    6454.     (feet)  VERTCON   
 HL0626  ___________________________________________________________________
 HL0626  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 HL0626  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 HL0626
 HL0626  HORZ ORDER  -  THIRD
 HL0626  VERT ORDER  -  THIRD ? (See Below)
 HL0626
 HL0626.The horizontal coordinates were established by classical geodetic methods
 HL0626.and adjusted by the National Geodetic Survey in December 1993..
 HL0626
 HL0626.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0626.The vertical order pertains to the NGVD 29 superseded value.
 HL0626
 HL0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0626
 HL0626.The geoid height was determined by GEOID03.
 HL0626
 HL0626;                    North         East     Units Scale Factor Converg.
 HL0626;SPC CO S     -   347,353.336   734,581.289   MT  1.00004251   -1 14 23.0
 HL0626;SPC CO S     - 1,139,608.40  2,410,038.78   sFT  1.00004251   -1 14 23.0
 HL0626;UTM  13      - 4,101,455.323   275,755.890   MT  1.00021951   -1 31 08.5
 HL0626
 HL0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0626!SPC CO S     -   0.99969449  x   1.00004251  =   0.99973699
 HL0626!UTM  13      -   0.99969449  x   1.00021951  =   0.99991393
 HL0626
 HL0626:                Primary Azimuth Mark                     Grid Az
 HL0626:SPC CO S     -  TIFFANY                                  231 22 56.7
 HL0626:UTM  13      -  TIFFANY                                  231 39 42.2
 HL0626
 HL0626|---------------------------------------------------------------------|
 HL0626| PID    Reference Object                     Distance      Geod. Az  |
 HL0626|                                                           dddmmss.s |
 HL0626| HL0622 TIFFANY                             APPROX. 3.7 KM 2300833.7 |
 HL0626|---------------------------------------------------------------------|
 HL0626
 HL0626                          SUPERSEDED SURVEY CONTROL
 HL0626
 HL0626  NAD 83(1992)-  37 01 57.16795(N)    107 31 16.04729(W) AD(       ) 3
 HL0626  NAD 83(1986)-  37 01 57.16537(N)    107 31 16.05133(W) AD(       ) 3
 HL0626  NAD 27      -  37 01 57.15296(N)    107 31 13.86207(W) AD(       ) 3
 HL0626  NGVD 29 (07/19/86) 1966.0    (m)         6450.     (f) LEVELING    3  
 HL0626
 HL0626.Superseded values are not recommended for survey control.
 HL0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0626.See file dsdata.txt to determine how the superseded data were derived.
 HL0626
 HL0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB7575601455(NAD 83)
 HL0626_MARKER: DG = GRAVITY STATION DISK
 HL0626_SETTING: 66 = SET IN ROCK OUTCROP
 HL0626_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 HL0626_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0626+STABILITY: POSITION/ELEVATION WELL
 HL0626
 HL0626  HISTORY     - Date     Condition        Report By
 HL0626  HISTORY     - 1952     MONUMENTED       USGS
 HL0626
 HL0626                          STATION DESCRIPTION
 HL0626
 HL0626'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 HL0626'STATION IS LOCATED ON S. END OF TIMBERED RIDGE, IN AIRLINE DISTANCES
 HL0626'ABOUT 8.0 MI. SE. OF IGNACIO, ABOUT 7.0 MI. WNW. OF ARBOLES, AND
 HL0626'0.15 MI. N. OF THE D AND R G RAILROAD.
 HL0626'
 HL0626'TO REACH FROM BANK AT IGNACIO, COLORADO, PROCEED E. ACROSS BRIDGE
 HL0626'OVER THE PINE RIVER ON MAIN RD. TOWARD ARBOLES 13.0 MI. TO T-FORK.
 HL0626'TURN LEFT (N.) AND GO 0.4 MI. TO GATE ON LEFT.  TURN LEFT THRU GATE
 HL0626'GOING NW. FOR 0.2 MI. TO TWO GATES, ONE ON EACH SIDE OF RAILROAD.
 HL0626'CONTINUE THRU BOTH GATES THEN TURN LEFT (W.) 0.2 MI.  TURN RIGHT,
 HL0626'DOWN PASTURE AND CONTINUE TO POINT ON S. KNOB OF RIDGE WHICH MAY BE
 HL0626'SEEN TO THE LEFT.
 HL0626'
 HL0626'STATION MARK--STANDARD TABLET, STAMPED ---ENGLER 1952---, CEMENTED
 HL0626'IN DRILL HOLE IN EMBEDDED ROCK.
 HL0626'
 HL0626'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---ENGLER
 HL0626'1952---, 35.15 FT. FROM STATION, S 54 DEG 34 MIN E.
 HL0626'
 HL0626'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---ENGLER
 HL0626'1952---, 11.95 FT. FROM STATION, S 74 DEG 37 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4827 ***********************************************************************
 AB4827  DESIGNATION -  ENNEY
 AB4827  PID         -  AB4827
 AB4827  STATE/COUNTY-  CO/LOGAN
 AB4827  USGS QUAD   -  GALIEN (1951)
 AB4827
 AB4827                         *CURRENT SURVEY CONTROL
 AB4827  ___________________________________________________________________
 AB4827* NAD 83(1992)-  40 38 23.02702(N)    103 05 11.13745(W)     ADJUSTED  
 AB4827* NAVD 88     -      1269.7    (meters)    4166.     (feet)  GPS OBS   
 AB4827  ___________________________________________________________________
 AB4827  X           -  -1,097,617.214 (meters)                     COMP
 AB4827  Y           -  -4,721,795.698 (meters)                     COMP
 AB4827  Z           -   4,132,960.359 (meters)                     COMP
 AB4827  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 AB4827  ELLIP HEIGHT-        1249.85  (meters)          (12/03/02) GPS OBS
 AB4827  GEOID HEIGHT-         -19.85  (meters)                     GEOID03
 AB4827
 AB4827  HORZ ORDER  -  FIRST
 AB4827  ELLP ORDER  -  FOURTH    CLASS II
 AB4827
 AB4827.The horizontal coordinates were established by GPS observations
 AB4827.and adjusted by the National Geodetic Survey in July 1996..
 AB4827
 AB4827.The orthometric height was determined by GPS observations and a
 AB4827.high-resolution geoid model.
 AB4827
 AB4827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4827
 AB4827.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4827
 AB4827.The ellipsoidal height was determined by GPS observations
 AB4827.and is referenced to NAD 83.
 AB4827
 AB4827.The geoid height was determined by GEOID03.
 AB4827
 AB4827;                    North         East     Units Scale Factor Converg.
 AB4827;SPC CO N     -   452,632.238 1,118,540.586   MT  0.99997985   +1 33 34.2
 AB4827;SPC CO N     - 1,485,010.93  3,669,745.24   sFT  0.99997985   +1 33 34.2
 AB4827;UTM  13      - 4,500,525.139   661,812.136   MT  0.99992229   +1 14 47.7
 AB4827
 AB4827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4827!SPC CO N     -   0.99980398  x   0.99997985  =   0.99978383
 AB4827!UTM  13      -   0.99980398  x   0.99992229  =   0.99972628
 AB4827
 AB4827                          SUPERSEDED SURVEY CONTROL
 AB4827
 AB4827  ELLIP H (10/08/96) 1249.88   (m)                       GP(       ) 1 1
 AB4827  ELLIP H (07/08/96) 1250.12   (m)                       GP(       ) 1 1
 AB4827
 AB4827.Superseded values are not recommended for survey control.
 AB4827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4827.See file dsdata.txt to determine how the superseded data were derived.
 AB4827
 AB4827_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6181200525(NAD 83)
 AB4827_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4827_STAMPING: ENNEY 1995
 AB4827_MARK LOGO: NGS   
 AB4827_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AB4827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4827+STABILITY: SURFACE MOTION
 AB4827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4827+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4827
 AB4827  HISTORY     - Date     Condition        Report By
 AB4827  HISTORY     - 1995     MONUMENTED       MSAM
 AB4827
 AB4827                          STATION DESCRIPTION
 AB4827
 AB4827'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 AB4827'STATION IS LOCATED ABOUT 7 MILES (11.3 KM) EAST OF STERLING, ON THE
 AB4827'SOUTH SIDE OF US 6 AT MILE POST 411.35, IN THE NW 1/4 OF SEC.  28, T.
 AB4827'8 N., R.  51 W.  OWNERSHIP IS COLORADO DEPARTMENT OF TRANSPORTATION.
 AB4827'TO REACH FROM EXIT 125 OF I-76, GO EAST ON US 6 FOR 4.8 MILES (7.7 KM)
 AB4827'TO THE STATION ON THE RIGHT (SOUTH) .  THE STATION MARK IS A STANDARD
 AB4827'DISK SET IN A MASS OF CONCRETE, IT IS 55 FT (16.8 M) SOUTHERLY OF THE
 AB4827'CENTER OF US 6, IT IS 19 FT (5.8 M) WEST OF THE RIGHT-OF-WAY FENCE, IT
 AB4827'IS 4 FT (1.2 M) WEST OF A FIBERGLASS WITNESS POST (NOAA) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3565 ***********************************************************************
 AI3565  DESIGNATION -  EPP
 AI3565  PID         -  AI3565
 AI3565  STATE/COUNTY-  CO/BOULDER
 AI3565  USGS QUAD   -  WARD (1978)
 AI3565
 AI3565                         *CURRENT SURVEY CONTROL
 AI3565  ___________________________________________________________________
 AI3565* NAD 83(1992)-  40 04 38.41752(N)    105 34 16.03078(W)     ADJUSTED  
 AI3565* NAVD 88     -      3160.8    (meters)   10370.     (feet)  GPS OBS   
 AI3565  ___________________________________________________________________
 AI3565  X           -  -1,312,534.255 (meters)                     COMP
 AI3565  Y           -  -4,710,134.389 (meters)                     COMP
 AI3565  Z           -   4,086,586.899 (meters)                     COMP
 AI3565  LAPLACE CORR-         -18.93  (seconds)                    DEFLEC99
 AI3565  ELLIP HEIGHT-        3148.11  (meters)          (12/03/02) GPS OBS
 AI3565  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 AI3565
 AI3565  HORZ ORDER  -  FIRST
 AI3565  ELLP ORDER  -  FOURTH    CLASS II
 AI3565
 AI3565.The horizontal coordinates were established by GPS observations
 AI3565.and adjusted by the National Geodetic Survey in February 2000..
 AI3565
 AI3565.The orthometric height was determined by GPS observations and a
 AI3565.high-resolution geoid model.
 AI3565
 AI3565.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3565
 AI3565.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3565
 AI3565.The ellipsoidal height was determined by GPS observations
 AI3565.and is referenced to NAD 83.
 AI3565
 AI3565.The geoid height was determined by GEOID03.
 AI3565
 AI3565;                    North         East     Units Scale Factor Converg.
 AI3565;SPC CO N     -   387,409.869   908,335.739   MT  0.99996140   -0 02 45.4
 AI3565;SPC CO N     - 1,271,027.21  2,980,098.17   sFT  0.99996140   -0 02 45.4
 AI3565;UTM  13      - 4,436,497.316   451,304.301   MT  0.99962919   -0 22 03.7
 AI3565
 AI3565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3565!SPC CO N     -   0.99950638  x   0.99996140  =   0.99946780
 AI3565!UTM  13      -   0.99950638  x   0.99962919  =   0.99913575
 AI3565
 AI3565                          SUPERSEDED SURVEY CONTROL
 AI3565
 AI3565  ELLIP H (02/17/00) 3148.15   (m)                       GP(       ) 4 2
 AI3565
 AI3565.Superseded values are not recommended for survey control.
 AI3565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3565.See file dsdata.txt to determine how the superseded data were derived.
 AI3565
 AI3565_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE5130436497(NAD 83)
 AI3565_MARKER: DH = HORIZONTAL CONTROL DISK
 AI3565_SETTING: 80 = SET IN A BOULDER
 AI3565_STAMPING: EPP 1999
 AI3565_MARK LOGO: NGS   
 AI3565_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3565+STABILITY: SURFACE MOTION
 AI3565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3565+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3565
 AI3565  HISTORY     - Date     Condition        Report By
 AI3565  HISTORY     - 1999     MONUMENTED       NGS
 AI3565
 AI3565                          STATION DESCRIPTION
 AI3565
 AI3565'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI3565'THE STATION IS LOCATED ABOUT 8.5 MI (13.7 KM) WEST OF GOLD HILL, 8 MI
 AI3565'(12.9 KM) NORTHEAST OF NEDERLAND AND 3.5 MI (5.6 KM) WEST OF WARD, IN
 AI3565'THE CENTER OF SECTION 4, T 1 N, R 73 W.  OWNERSHIP--
 AI3565'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 72 AND
 AI3565'BRAINARD LAKE ROAD, JUST WEST OF WARD, GO WESTERLY 2.65 MI (4.26 KM)
 AI3565'ON BRAINARD LAKE ROAD TO A GATE, WHICH IS LOCKED AT TIMES.  PASS
 AI3565'THROUGH THE GATE, WESTERLY, ON BRAINARD LAKE ROAD FOR 2.05 MI (3.30
 AI3565'KM) TO AN OPEN AREA OVERLOOKING THE LAKE AND THE BEGINNING OF THE LOOP
 AI3565'ROAD AROUND THE LAKE AND THE STATION NEAR THE EMERGENCY PHONE AND
 AI3565'PARKING AREA FOR AREA INFORMATION
 AI3565'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A GRANITE BOULDER, 1.0
 AI3565'M (3.3 FT) BY 1.0 M (3.3 FT) IN SIZE AND PROJECTING 10 CM ABOVE THE
 AI3565'GROUND.  IT IS 47.7 M (156.5 FT) NORTHWEST FROM THE INTERSECTION OF
 AI3565'TWO CENTER LINES (WHERE THE LOOP ROAD COMES BACK INTO BRAINARD LAKE
 AI3565'ROAD) , 30.6 M (100.4 FT) NORTH FROM THE CENTER LINE OF THE ROAD, 27.3
 AI3565'M (89.6 FT) SOUTHEAST FROM A WATER FAUCET, 23.7 M (77.8 FT) SOUTHWEST
 AI3565'FROM THE CENTER LINE OF A ROAD, 20.8 M (68.2 FT) SOUTH FROM AN
 AI3565'EMERGENCY TELEPHONE AND ABOUT THE SAME HEIGHT AS THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0783 ***********************************************************************
 LL0783  DESIGNATION -  ER 1
 LL0783  PID         -  LL0783
 LL0783  STATE/COUNTY-  CO/LARIMER
 LL0783  USGS QUAD   -  LONGS PEAK (1978)
 LL0783
 LL0783                         *CURRENT SURVEY CONTROL
 LL0783  ___________________________________________________________________
 LL0783* NAD 83(1986)-  40 21 54.     (N)    105 32 32.     (W)     SCALED    
 LL0783* NAVD 88     -      2327.323  (meters)    7635.56   (feet)  ADJUSTED  
 LL0783  ___________________________________________________________________
 LL0783  GEOID HEIGHT-         -12.44  (meters)                     GEOID03
 LL0783  DYNAMIC HT  -        2324.965 (meters)    7627.82  (feet)  COMP
 LL0783  MODELED GRAV-     979,527.4   (mgal)                       NAVD 88
 LL0783
 LL0783  VERT ORDER  -  SECOND    CLASS 0
 LL0783
 LL0783.The horizontal coordinates were scaled from a topographic map and have
 LL0783.an estimated accuracy of +/- 6 seconds.
 LL0783
 LL0783.The orthometric height was determined by differential leveling
 LL0783.and adjusted by the National Geodetic Survey in June 1991..
 LL0783
 LL0783.The geoid height was determined by GEOID03.
 LL0783
 LL0783.The dynamic height is computed by dividing the NAVD 88
 LL0783.geopotential number by the normal gravity value computed on the
 LL0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0783.degrees latitude (g = 980.6199 gals.).
 LL0783
 LL0783.The modeled gravity was interpolated from observed gravity values.
 LL0783
 LL0783;                    North         East    Units  Estimated Accuracy
 LL0783;SPC CO N     -   419,350.      910,820.      MT  (+/- 180 meters Scaled)
 LL0783
 LL0783                          SUPERSEDED SURVEY CONTROL
 LL0783
 LL0783  NGVD 29 (??/??/92) 2326.090  (m)         7631.51   (f) ADJ UNCH    2 0
 LL0783
 LL0783.Superseded values are not recommended for survey control.
 LL0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0783.See file dsdata.txt to determine how the superseded data were derived.
 LL0783
 LL0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE539684(NAD 83)
 LL0783_MARKER: DD = SURVEY DISK
 LL0783_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LL0783_SP_SET: LARGE ROCK
 LL0783_STAMPING: ER 1938 7629.903
 LL0783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0783
 LL0783  HISTORY     - Date     Condition        Report By
 LL0783  HISTORY     - 1938     MONUMENTED       BOR
 LL0783  HISTORY     - 1951     GOOD             NGS
 LL0783
 LL0783                          STATION DESCRIPTION
 LL0783
 LL0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LL0783'1.3 MI W FROM ESTES PARK.
 LL0783'1.3 MILES WEST ALONG THE MORAINE PARK ROAD FROM THE POST OFFICE
 LL0783'AT ESTES PARK, 0.15 MILE EAST OF BEAVER POINT, 23 FEET NORTH OF
 LL0783'THE NORTH SHOULDER OF THE ROAD, 3 FEET ABOVE THE LEVEL OF THE
 LL0783'ROAD, SET IN THE TOP OF A LARGE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1408 ***********************************************************************
 LL1408  DESIGNATION -  ERIE
 LL1408  PID         -  LL1408
 LL1408  STATE/COUNTY-  CO/WELD
 LL1408  USGS QUAD   -  ERIE (1967)
 LL1408
 LL1408                         *CURRENT SURVEY CONTROL
 LL1408  ___________________________________________________________________
 LL1408* NAD 83(1992)-  40 03 02.69932(N)    105 02 22.85097(W)     ADJUSTED  
 LL1408* NAVD 88     -      1558.5    (meters)    5113.     (feet)  GPS OBS   
 LL1408  ___________________________________________________________________
 LL1408  X           -  -1,268,964.411 (meters)                     COMP
 LL1408  Y           -  -4,722,754.042 (meters)                     COMP
 LL1408  Z           -   4,083,292.436 (meters)                     COMP
 LL1408  LAPLACE CORR-          -9.41  (seconds)                    DEFLEC99
 LL1408  ELLIP HEIGHT-        1541.34  (meters)          (12/03/02) GPS OBS
 LL1408  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 LL1408
 LL1408  HORZ ORDER  -  FIRST
 LL1408  ELLP ORDER  -  FOURTH    CLASS II
 LL1408
 LL1408.The horizontal coordinates were established by GPS observations
 LL1408.and adjusted by the National Geodetic Survey in February 2000..
 LL1408
 LL1408.The orthometric height was determined by GPS observations and a
 LL1408.high-resolution geoid model.
 LL1408
 LL1408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1408
 LL1408.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1408
 LL1408.The ellipsoidal height was determined by GPS observations
 LL1408.and is referenced to NAD 83.
 LL1408
 LL1408.The geoid height was determined by GEOID03.
 LL1408
 LL1408;                    North         East     Units Scale Factor Converg.
 LL1408;SPC CO N     -   384,557.230   953,679.510   MT  0.99996291   +0 17 50.7
 LL1408;SPC CO N     - 1,261,668.18  3,128,863.53   sFT  0.99996291   +0 17 50.7
 LL1408;UTM  13      - 4,433,390.730   496,615.366   MT  0.99960014   -0 01 31.9
 LL1408
 LL1408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1408!SPC CO N     -   0.99975826  x   0.99996291  =   0.99972118
 LL1408!UTM  13      -   0.99975826  x   0.99960014  =   0.99935849
 LL1408
 LL1408|---------------------------------------------------------------------|
 LL1408| PID    Reference Object                     Distance      Geod. Az  |
 LL1408|                                                           dddmmss.s |
 LL1408| CR8248 ERIE RM 2                            15.411 METERS 01124     |
 LL1408| CR8247 ERIE RM 1                            14.736 METERS 09054     |
 LL1408| LL1410 ERIE MAST                           APPROX. 3.1 KM 0912923.0 |
 LL1408| LL1423 JR 53 5026                          APPROX. 0.9 KM 2094137.4 |
 LL1408| LL1409 ERIE ALEXANDER DAWSON SCH TANK      APPROX. 6.0 KM 2840954.2 |
 LL1408| LL1435 NIWOT PINK TANK                     APPROX.10.5 KM 2955758.6 |
 LL1408|---------------------------------------------------------------------|
 LL1408
 LL1408                          SUPERSEDED SURVEY CONTROL
 LL1408
 LL1408  ELLIP H (02/17/00) 1541.35   (m)                       GP(       ) 4 2
 LL1408  NAD 83(1992)-  40 03 02.69436(N)    105 02 22.84852(W) AD(       ) 1
 LL1408  ELLIP H (01/07/93) 1541.38   (m)                       GP(       ) 4 2
 LL1408  NAD 83(1986)-  40 03 02.68440(N)    105 02 22.84919(W) AD(       ) 1
 LL1408  NGVD 29 (01/20/89) 1557.6    (m)         5110.     (f) GPS OBS        
 LL1408
 LL1408.Superseded values are not recommended for survey control.
 LL1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1408.See file dsdata.txt to determine how the superseded data were derived.
 LL1408
 LL1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE9661533391(NAD 83)
 LL1408_MARKER: DH = HORIZONTAL CONTROL DISK
 LL1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL1408_STAMPING: ERIE 1985
 LL1408_MARK LOGO: NGS   
 LL1408_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL1408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1408+STABILITY: SURFACE MOTION
 LL1408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1408+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1998
 LL1408
 LL1408  HISTORY     - Date     Condition        Report By
 LL1408  HISTORY     - 1985     MONUMENTED       NGS
 LL1408  HISTORY     - 19860804 GOOD
 LL1408  HISTORY     - 19981118 GOOD             NGS
 LL1408
 LL1408                          STATION DESCRIPTION
 LL1408
 LL1408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 LL1408'THE STATION IS LOCATED ABOUT 20.1 KM (12.5 MI) EAST-NORTHEAST OF
 LL1408'BOULDER, 14.5 KM (9 MI) SOUTH-SOUTHEAST OF LONGMONT, 6.4 KM (4 MI)
 LL1408'NORTHEAST OF LAFAYETTE, 0.8 KM (0.5 MI) NORTHEAST OF ERIE AND IN
 LL1408'THE SOUTHWEST CORNER OF THE ERIE CEMETERY.
 LL1408'OWNERSHIP--TOWN OF ERIE, P.O. BOX 100, ERIE, CO. 80516.  CONTACT
 LL1408'MR. ROGER HARDING, TOWN MANAGER.  TELEPHONE---303-449-3085.
 LL1408'
 LL1408'TO REACH THE STATION FROM THE POST OFFICE IN ERIE, GO SOUTH ON
 LL1408'BRIGGS STREET FOR 0.7 KM (0.45 MI) TO A T-INTERSECTION, PERRY
 LL1408'STREET.  TURN LEFT, EAST, ON PERRY STREET FOR 0.2 KM (0.1 MI) TO A
 LL1408'RAILROAD TRACK CROSSING.  CONTINUE AHEAD, EAST, FOR 0.9 KM (0.55 MI)
 LL1408'TO A SIDE ROAD LEFT, COUNTY ROAD 3.  TURN LEFT, NORTH, FOR 0.7 KM
 LL1408'(0.45 MI) TO A SIDE ROAD LEFT, A FIELD ROAD JUST SOUTH OF A
 LL1408'CEMETERY.  TURN LEFT, WEST, FOR 0.2 KM (0.15 MI) TO THE STATION ON
 LL1408'THE RIGHT, IN THE SOUTHWEST CORNER OF THE CEMETERY.  THE GATE TO THE
 LL1408'CEMETERY IS OFTEN LOCKED, THERE IS A GATE AT THE SOUTHWEST CORNER
 LL1408'OF THE CEMETERY.
 LL1408'
 LL1408'THE STATION IS A STANDARD NGS DISK STAMPED---ERIE 1985---SET INTO
 LL1408'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12 IN) IN DIAMETER FLUSH
 LL1408'WITH THE GROUND.  LOCATED 1.4 M (4.5 FT) NORTHEAST FROM A FENCE
 LL1408'CORNER, 1.2 M (4 FT) SOUTHEAST FROM A WITNESS POST, 0.9 M (3 FT)
 LL1408'NORTH FROM A FENCE, 0.9 M (3 FT) EAST FROM A FENCE.
 LL1408'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED---ERIE 1985---
 LL1408'SET IN AN IRREGULAR MASS OF CONCRETE 0.9 M (3 FT) BELOW THE SURFACE.
 LL1408'
 LL1408'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK STAMPED---ERIE NO 1
 LL1408'1985---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12-IN)
 LL1408'IN DIAMETER FLUSH WITH THE GROUND.  LOCATED 15.5 M (51 FT) EAST
 LL1408'FROM A FENCE CORNER, 15.5 M (51 FT) EAST FROM A WITNESS POST, 0.5 M
 LL1408'(1.5 FT) NORTH FROM A FENCE AND 0.3 M (1 FT) ABOVE THE STATION.
 LL1408'
 LL1408'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 LL1408'STAMPED---ERIE NO 2 1985---,
 LL1408'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LL1408'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LL1408'16.5 METERS (54 FT) NORTH FROM A FENCE CORNER,
 LL1408'14.6 METERS (48 FT) NORTH FROM A WITNESS POST,
 LL1408'0.3 METERS (1 FT) EAST FROM THE FENCE
 LL1408'MARK IS LEVEL WITH THE STATION.
 LL1408
 LL1408                          STATION RECOVERY (1986)
 LL1408
 LL1408'RECOVERED 1986
 LL1408'RECOVERED IN GOOD CONDITION.
 LL1408
 LL1408                          STATION RECOVERY (1998)
 LL1408
 LL1408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 LL1408'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5917 ***********************************************************************
 AI5917  SACS        -  This is a Secondary Airport Control Station.
 AI5917  DESIGNATION -  ERIE AIR PARK
 AI5917  PID         -  AI5917
 AI5917  STATE/COUNTY-  CO/WELD
 AI5917  USGS QUAD   -  ERIE (1967)
 AI5917
 AI5917                         *CURRENT SURVEY CONTROL
 AI5917  ___________________________________________________________________
 AI5917* NAD 83(1992)-  40 00 14.41142(N)    105 02 48.11808(W)     ADJUSTED  
 AI5917* NAVD 88     -      1559.89   (meters)    5117.7    (feet)  GPS OBS   
 AI5917  ___________________________________________________________________
 AI5917  X           -  -1,270,410.065 (meters)                     COMP
 AI5917  Y           -  -4,725,824.231 (meters)                     COMP
 AI5917  Z           -   4,079,317.805 (meters)                     COMP
 AI5917  LAPLACE CORR-          -9.48  (seconds)                    DEFLEC99
 AI5917  ELLIP HEIGHT-        1542.75  (meters)          (10/21/02) GPS OBS
 AI5917  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 AI5917
 AI5917  HORZ ORDER  -  FIRST
 AI5917  ELLP ORDER  -  FIFTH     CLASS I
 AI5917
 AI5917.This mark is at Tri County Airport (48V)
 AI5917
 AI5917.The horizontal coordinates were established by GPS observations
 AI5917.and adjusted by the National Geodetic Survey in June 2000..
 AI5917
 AI5917.The orthometric height was determined by GPS observations and a
 AI5917.high-resolution geoid model.
 AI5917
 AI5917.GPS derived orthometric heights for airport stations designated as
 AI5917.PACS or SACS are published to 2 decimal places.  This maintains
 AI5917.centimeter relative accuracy between the PACS and SACS.  It does
 AI5917.not indicate centimeter accuracy relative to other marks which are
 AI5917.part of the NAVD 88 network.
 AI5917
 AI5917.Photographs are available for this station.
 AI5917
 AI5917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5917
 AI5917.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5917
 AI5917.The ellipsoidal height was determined by GPS observations
 AI5917.and is referenced to NAD 83.
 AI5917
 AI5917.The geoid height was determined by GEOID03.
 AI5917
 AI5917;                    North         East     Units Scale Factor Converg.
 AI5917;SPC CO N     -   379,363.877   953,107.167   MT  0.99996607   +0 17 34.4
 AI5917;SPC CO N     - 1,244,629.65  3,126,985.76   sFT  0.99996607   +0 17 34.4
 AI5917;UTM  13      - 4,428,202.576   496,013.980   MT  0.99960020   -0 01 48.1
 AI5917
 AI5917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5917!SPC CO N     -   0.99975803  x   0.99996607  =   0.99972411
 AI5917!UTM  13      -   0.99975803  x   0.99960020  =   0.99935833
 AI5917
 AI5917                          SUPERSEDED SURVEY CONTROL
 AI5917
 AI5917  ELLIP H (06/30/00) 1542.77   (m)                       GP(       ) 1 1
 AI5917
 AI5917.Superseded values are not recommended for survey control.
 AI5917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5917.See file dsdata.txt to determine how the superseded data were derived.
 AI5917
 AI5917_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE9601428203(NAD 83)
 AI5917_MARKER: DD = SURVEY DISK
 AI5917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5917_STAMPING: ERIE AIR PARK S31 T1N R68W 1995 LS14083
 AI5917_MARK LOGO: LOCSUR
 AI5917_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5917+STABILITY: SURFACE MOTION
 AI5917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5917+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 AI5917
 AI5917  HISTORY     - Date     Condition        Report By
 AI5917  HISTORY     - 1995     MONUMENTED       LOCSUR
 AI5917  HISTORY     - 20050601 GOOD             DREXEL
 AI5917
 AI5917                          STATION DESCRIPTION
 AI5917
 AI5917'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1995
 AI5917'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTH OF THE TOWN OF
 AI5917'ERIE, 0.5 MI (0.8 KM) EAST OF THE BOULDER-WELD COUNTY LINE, 0.5 MI
 AI5917'(0.8 KM) NORTH OF THE ADAMS-WELD COUNTY LINE AND AT THE TRI-COUNTY
 AI5917'AIRPORT, IN THE SOUTHWEST 1/4 OF SECTION 31, T 1 N, R 68 W.  ACCESS TO
 AI5917'THE AIRPORT IS NOT CONTROLLED.  PERMISSION TO USE THIS STATION MUST BE
 AI5917'OBTAINED FROM THE AIRPORT MANAGER.  OWNERSHIP--CONTACT MR. STEVE
 AI5917'HEDRICK, P.  O.  BOX 750, ERIE, CO 80516, TELEPHONE-303-665-3267
 AI5917'TO REACH THE STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY 287 AND
 AI5917'STATE HIGHWAY 7 IN THE CENTER OF LAFAYETTE, GO EAST ON STATE HIGHWAY 7
 AI5917'FOR 2.0 MI (3.2 KM) TO A SIDE ROAD LEFT AND ENTRANCE TO THE AIRPORT.
 AI5917'TURN LEFT, NORTH, ALONG AIRPORT DRIVE FOR 0.7 MI (1.1 KM) TO THE
 AI5917'AIRPORT OFFICE.  TO CONTINUE TO THE STATION, CROSS THE APRON FOR 0.05
 AI5917'MI (0.08 KM) IN FRONT OF THE OFFICE TO THE TAXIWAY.  TURN RIGHT,
 AI5917'SOUTH, ON THE TAXIWAY FOR 0.3 MI (0.5 KM) TO THE SOUTH END OF TAXIWAY
 AI5917'15-33 AND THE STATION
 AI5917'THE MARK IS A AN ALUMINUM SURVEY DISK SET INTO THE TOP OF A ROUND 30
 AI5917'CM CONCRETE POST FLUSH WITH THE GROUND.  IT IS 37.3 M (122.4 FT)
 AI5917'WEST-SOUTHWEST FROM THE CENTER OF RUNWAY 15-33, 33.5 M (109.9 FT) WEST
 AI5917'FROM THE WESTERN MOST ONE OF FOUR RED-BLUE LIGHTS AT THE END OF RUNWAY
 AI5917'33, 30.2 M (99.1 FT) SOUTH-SOUTHEAST FROM THE TOP CENTER OF
 AI5917'SIGN--A/33--, 6.0 M (19.7 FT) SOUTH-SOUTHEAST FROM THE SOUTH EDGE OF
 AI5917'TAXIWAY AT STOP BAR A1, 0.8 M (2.6 FT) NORTH FROM A WITNESS POST AND
 AI5917'ABOUT THE SAME ELEVATION AS TAXIWAY A1.  THIS STATION IS DESIGNATED AS
 AI5917'A SECONDARY AIRPORT CONTROL STATION FOR THE ANA PROJECT.
 AI5917
 AI5917                          STATION RECOVERY (2005)
 AI5917
 AI5917'RECOVERY NOTE BY DREXEL BARRELL AND COMPANY ENG 2005
 AI5917'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1409 ***********************************************************************
 LL1409  DESIGNATION -  ERIE ALEXANDER DAWSON SCH TANK
 LL1409  PID         -  LL1409
 LL1409  STATE/COUNTY-  CO/BOULDER
 LL1409  USGS QUAD   -  ERIE (1967)
 LL1409
 LL1409                         *CURRENT SURVEY CONTROL
 LL1409  ___________________________________________________________________
 LL1409* NAD 83(1992)-  40 03 50.60735(N)    105 06 30.27586(W)     ADJUSTED  
 LL1409* NAVD 88     -                                                        
 LL1409  ___________________________________________________________________
 LL1409  LAPLACE CORR-         -12.41  (seconds)                    DEFLEC99
 LL1409  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 LL1409
 LL1409  HORZ ORDER  -  THIRD
 LL1409
 LL1409.The horizontal coordinates were established by classical geodetic methods
 LL1409.and adjusted by the National Geodetic Survey in January 1993..
 LL1409
 LL1409
 LL1409.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1409
 LL1409.The geoid height was determined by GEOID03.
 LL1409
 LL1409;                    North         East     Units Scale Factor Converg.
 LL1409;SPC CO N     -   386,006.630   947,808.571   MT  0.99996213   +0 15 10.9
 LL1409;SPC CO N     - 1,266,423.42  3,109,601.95   sFT  0.99996213   +0 15 10.9
 LL1409;UTM  13      - 4,434,872.654   490,754.810   MT  0.99960105   -0 04 11.2
 LL1409
 LL1409                          SUPERSEDED SURVEY CONTROL
 LL1409
 LL1409  NAD 83(1986)-  40 03 50.59688(N)    105 06 30.27281(W) AD(       ) 4
 LL1409
 LL1409.Superseded values are not recommended for survey control.
 LL1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1409.See file dsdata.txt to determine how the superseded data were derived.
 LL1409
 LL1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE9075534873(NAD 83)
 LL1409_MARKER: 53 = ELEVATED TANK
 LL1409
 LL1409  HISTORY     - Date     Condition        Report By
 LL1409  HISTORY     - 1985     FIRST OBSERVED   NGS
 LL1409  HISTORY     - 19990925 MARK NOT FOUND   USPSQD
 LL1409  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL1409
 LL1409                          STATION DESCRIPTION
 LL1409
 LL1409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 LL1409'THE STATION IS LOCATED ABOUT 6.5 KM (4.0 MI) WEST-NORTHWEST OF ERIE,
 LL1409'1.0 KM (0.6 MI) SOUTH OF LOOKOUT ROAD, 0.6 KM (0.4 MI) WEST OF U.S.
 LL1409'HIGHWAY 287 AND IN THE SOUTHWEST QUARTER OF SECTION 10, T 1 N,
 LL1409'R 69 W.
 LL1409'
 LL1409'THE TOP CENTER OF THE ELEVATED TANK WAS INTERSECTED.  THE TANK HAS
 LL1409'FOUR WHITE LEGS AND A CENTER PIPE PAINTED BLACK, A FLAGPOLE IS ON
 LL1409'THE TOP CENTER OF THE TANK.  ---ADS---IS PAINTED AROUND THE TANK
 LL1409'SIDES.
 LL1409
 LL1409                          STATION RECOVERY (1999)
 LL1409
 LL1409'RECOVERY NOTE BY US POWER SQUADRON 1999
 LL1409'MARK NOT FOUND.
 LL1409
 LL1409                          STATION RECOVERY (2001)
 LL1409
 LL1409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL1409'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1410 ***********************************************************************
 LL1410  DESIGNATION -  ERIE MAST
 LL1410  PID         -  LL1410
 LL1410  STATE/COUNTY-  CO/WELD
 LL1410  USGS QUAD   -  ERIE (1967)
 LL1410
 LL1410                         *CURRENT SURVEY CONTROL
 LL1410  ___________________________________________________________________
 LL1410* NAD 83(1992)-  40 03 00.10028(N)    105 00 13.80781(W)     ADJUSTED  
 LL1410* NAVD 88     -                                                        
 LL1410  ___________________________________________________________________
 LL1410  LAPLACE CORR-          -8.63  (seconds)                    DEFLEC99
 LL1410  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 LL1410
 LL1410  HORZ ORDER  -  THIRD
 LL1410
 LL1410.The horizontal coordinates were established by classical geodetic methods
 LL1410.and adjusted by the National Geodetic Survey in January 1993..
 LL1410
 LL1410
 LL1410.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1410
 LL1410.The geoid height was determined by GEOID03.
 LL1410
 LL1410;                    North         East     Units Scale Factor Converg.
 LL1410;SPC CO N     -   384,493.567   956,738.503   MT  0.99996295   +0 19 14.1
 LL1410;SPC CO N     - 1,261,459.31  3,138,899.57   sFT  0.99996295   +0 19 14.1
 LL1410;UTM  13      - 4,433,309.852   499,672.842   MT  0.99960000   -0 00 08.9
 LL1410
 LL1410                          SUPERSEDED SURVEY CONTROL
 LL1410
 LL1410  NAD 83(1986)-  40 03 00.09651(N)    105 00 13.83893(W) AD(       ) 4
 LL1410
 LL1410.Superseded values are not recommended for survey control.
 LL1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1410.See file dsdata.txt to determine how the superseded data were derived.
 LL1410
 LL1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE9967333310(NAD 83)
 LL1410_MARKER: 41 = ANTENNA MAST
 LL1410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1410+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2003
 LL1410
 LL1410  HISTORY     - Date     Condition        Report By
 LL1410  HISTORY     - 1985     FIRST OBSERVED   NGS
 LL1410  HISTORY     - 20030211 GOOD             NGS
 LL1410
 LL1410                          STATION DESCRIPTION
 LL1410
 LL1410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 LL1410'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI) EAST OF ERIE, 0.7 KM
 LL1410'(0.4 MI) NORTH OF WELD COUNTY ROAD 8, 0.4 KM (0.25 MI) WEST OF WELD
 LL1410'COUNTY ROAD 7 IN THE SOUTHEAST QUARTER OF SECTION 16, T 1 N, R 68 W.
 LL1410'
 LL1410'THE TOP CENTER OF THE MAST WAS INTERSECTED.  THE MAST IS 1000 FT
 LL1410'TALL AND HAS A LIGHT ON EASH LEG.
 LL1410
 LL1410                          STATION RECOVERY (2003)
 LL1410
 LL1410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 LL1410'STATION 'ERIE BAO TOWER' = PID DE5821 IS AT BASE OF TOWER.  TOWER
 LL1410'OWNED BY US GOV'T - NOAA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9859 ***********************************************************************
 AG9859  DESIGNATION -  ERKER
 AG9859  PID         -  AG9859
 AG9859  STATE/COUNTY-  CO/MORGAN
 AG9859  USGS QUAD   -  HOYT (1978)
 AG9859
 AG9859                         *CURRENT SURVEY CONTROL
 AG9859  ___________________________________________________________________
 AG9859* NAD 83(1992)-  40 02 33.69277(N)    104 05 39.08579(W)     ADJUSTED  
 AG9859* NAVD 88     -      1451.4    (meters)    4762.     (feet)  GPS OBS   
 AG9859  ___________________________________________________________________
 AG9859  X           -  -1,190,980.559 (meters)                     COMP
 AG9859  Y           -  -4,743,527.931 (meters)                     COMP
 AG9859  Z           -   4,082,537.274 (meters)                     COMP
 AG9859  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 AG9859  ELLIP HEIGHT-        1432.35  (meters)          (12/03/02) GPS OBS
 AG9859  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 AG9859
 AG9859  HORZ ORDER  -  FIRST
 AG9859  ELLP ORDER  -  FOURTH    CLASS II
 AG9859
 AG9859.The horizontal coordinates were established by GPS observations
 AG9859.and adjusted by the National Geodetic Survey in August 1998..
 AG9859
 AG9859.The orthometric height was determined by GPS observations and a
 AG9859.high-resolution geoid model.
 AG9859
 AG9859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9859
 AG9859.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9859
 AG9859.The ellipsoidal height was determined by GPS observations
 AG9859.and is referenced to NAD 83.
 AG9859
 AG9859.The geoid height was determined by GEOID03.
 AG9859
 AG9859;                    North         East     Units Scale Factor Converg.
 AG9859;SPC CO N     -   384,511.602 1,034,365.113   MT  0.99996340   +0 54 30.0
 AG9859;SPC CO N     - 1,261,518.48  3,393,579.54   sFT  0.99996340   +0 54 30.0
 AG9859;UTM  13      - 4,432,888.667   577,272.015   MT  0.99967350   +0 34 58.0
 AG9859
 AG9859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9859!SPC CO N     -   0.99977535  x   0.99996340  =   0.99973876
 AG9859!UTM  13      -   0.99977535  x   0.99967350  =   0.99944892
 AG9859
 AG9859                          SUPERSEDED SURVEY CONTROL
 AG9859
 AG9859  ELLIP H (08/11/98) 1432.38   (m)                       GP(       ) 4 1
 AG9859
 AG9859.Superseded values are not recommended for survey control.
 AG9859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9859.See file dsdata.txt to determine how the superseded data were derived.
 AG9859
 AG9859_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE7727232889(NAD 83)
 AG9859_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9859_STAMPING: ERKER 1997
 AG9859_MARK LOGO: NGS   
 AG9859_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9859+STABILITY: SURFACE MOTION
 AG9859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9859+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1999
 AG9859
 AG9859  HISTORY     - Date     Condition        Report By
 AG9859  HISTORY     - 1997     MONUMENTED       NGS
 AG9859  HISTORY     - 19990317 GOOD             JRENG
 AG9859
 AG9859                          STATION DESCRIPTION
 AG9859
 AG9859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AG9859'THE STATION IS LOCATED ABOUT 13 MI (20.9 KM) SOUTH-SOUTHWEST OF
 AG9859'WIGGINS, 3 MI (4.8 KM) EAST OF THE MORGAN-WELD COUNTY LINE AND 2.8 MI
 AG9859'(4.5 KM) NORTH OF THE MORGAN-ADAMS COUNTY LINE, IN THE NORTHEAST 1/4
 AG9859'OF SECTION 21, T 1 N, R 60 W.  OWNERSHIP--MORGAN COUNTY ROAD
 AG9859'RIGHT-OF-WAY  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AG9859'HIGHWAY 52 AND MORGAN COUNTY ROAD 3, GO SOUTH ON COUNTY ROAD 3 FOR 2.1
 AG9859'MI (3.4 KM) TO THE STATION ON THE RIGHT, ABOUT 100 M (328.1 FT) EAST
 AG9859'OF A FARM HOUSE  THE MARK IS A STANDARD DISK SET INTO THE TOP OF A
 AG9859'ROUND 40 CM CONCRETE POST, PROJECTING 4 CM ABOVE THE GROUND.  IT IS
 AG9859'64.0 M (210.0 FT) NORTH FROM A DRIVEWAY TO THE WEST, 31.3 M (102.7 FT)
 AG9859'SOUTH FROM A DRIVEWAY TO THE WEST, 7.5 M (24.6 FT) WEST FROM THE
 AG9859'CENTER OF COUNTY ROAD 3, 0.8 M (2.6 FT) NORTH FROM A WITNESS POST AND
 AG9859'0.8 M (2.6 FT) SOUTH FROM A WITNESS POST.
 AG9859
 AG9859                          STATION RECOVERY (1999)
 AG9859
 AG9859'RECOVERY NOTE BY JR ENGINEERING LTD 1999 (TGB)
 AG9859'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0630 ***********************************************************************
 LN0630  DESIGNATION -  ET 11 JEK
 LN0630  PID         -  LN0630
 LN0630  STATE/COUNTY-  CO/RIO BLANCO
 LN0630  USGS QUAD   -  WALSH KNOLLS (1973)
 LN0630
 LN0630                         *CURRENT SURVEY CONTROL
 LN0630  ___________________________________________________________________
 LN0630* NAD 83(1992)-  40 00 06.40591(N)    109 01 54.39452(W)     ADJUSTED  
 LN0630* NAVD 88     -      1862.0    (meters)    6109.     (feet)  VERTCON   
 LN0630  ___________________________________________________________________
 LN0630  LAPLACE CORR-           3.94  (seconds)                    DEFLEC99
 LN0630  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 LN0630
 LN0630  HORZ ORDER  -  THIRD
 LN0630
 LN0630.The horizontal coordinates were established by classical geodetic methods
 LN0630.and adjusted by the National Geodetic Survey in November 1997..
 LN0630
 LN0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0630
 LN0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0630
 LN0630.The geoid height was determined by GEOID03.
 LN0630
 LN0630;                    North         East     Units Scale Factor Converg.
 LN0630;SPC CO N     -   385,022.852   612,907.569   MT  0.99996624   -2 16 55.2
 LN0630;SPC CO N     - 1,263,195.81  2,010,847.58   sFT  0.99996624   -2 16 55.2
 LN0630;UTM  12      - 4,429,810.085   668,008.434   MT  0.99994750   +1 15 55.8
 LN0630
 LN0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0630!SPC CO N     -   0.99971061  x   0.99996624  =   0.99967686
 LN0630!UTM  12      -   0.99971061  x   0.99994750  =   0.99965812
 LN0630
 LN0630:                Primary Azimuth Mark                     Grid Az
 LN0630:SPC CO N     -  ET 10 JEK                                297 25 30.6
 LN0630:UTM  12      -  ET 10 JEK                                293 52 39.6
 LN0630
 LN0630|---------------------------------------------------------------------|
 LN0630| PID    Reference Object                     Distance      Geod. Az  |
 LN0630|                                                           dddmmss.s |
 LN0630| LN0632 ET 10 JEK                           APPROX. 4.3 KM 2950835.4 |
 LN0630|---------------------------------------------------------------------|
 LN0630
 LN0630                          SUPERSEDED SURVEY CONTROL
 LN0630
 LN0630  NAD 83(1992)-  40 00 06.38918(N)    109 01 54.38033(W) AD(       ) 3
 LN0630  NAD 83(1986)-  40 00 06.38879(N)    109 01 54.38019(W) AD(       ) 3
 LN0630  NAD 27      -  40 00 06.50478(N)    109 01 51.95561(W) AD(       ) 3
 LN0630  NGVD 29 (07/19/86) 1860.8    (m)         6105.     (f) VERT ANG       
 LN0630
 LN0630.Superseded values are not recommended for survey control.
 LN0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0630.See file dsdata.txt to determine how the superseded data were derived.
 LN0630
 LN0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK6800829810(NAD 83)
 LN0630_MARKER: A = ALUMINUM MARKER
 LN0630_SETTING: 0 = UNSPECIFIED SETTING
 LN0630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0630
 LN0630  HISTORY     - Date     Condition        Report By
 LN0630  HISTORY     - 1966     MONUMENTED       USGS
 LN0630
 LN0630                          STATION DESCRIPTION
 LN0630
 LN0630'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LN0630'LOCATED APPROXIMATELY 13 MI. SW. OF RANGELY, COLORADO, 17 MI. S. OF
 LN0630'DINOSAUR, COLORADO, ON A HIGH RIDGE APPROXIMATELY 4 MI. SW. OF
 LN0630'CONFLUENCE OF WHITE RIVER AND COTTONWOOD CREEK.
 LN0630'
 LN0630'TO REACH FROM RANGELY, COLORADO, PROCEED W. ALONG COUNTY RD. ON S.
 LN0630'SIDE OF RIVER 13 MI. TO TRACK RD. GOING LEFT (MAIN RD. GOES ON 0.1
 LN0630'MI. TO RANCH HOUSE).  TAKE LEFT FORK AND PROCEED DOWN THE RIVER FOR
 LN0630'3.8 MI. TO WEAVER CANYON, DRIVE UP THE DRAIN IN WEAVER CANYON (FOUR
 LN0630'WHEEL DRIVE NEEDED) FOR 2.1 MI. TO A PROMINENT DRAIN FORK, PROCEED
 LN0630'UP LEFT DRAIN FORK AS FAR AS POSSIBLE.  PACK UP TO THE N. RIDGE
 LN0630'(EASIEST ROUTE IS UP THE DRAIN 0.2 MI. AND THEN UP ANOTHER DRAIN TO
 LN0630'THE RIDGE), FOLLOW THE RIDGE DOWN ABOUT 0.5 MI. TO GROUP OF TREES
 LN0630'AND STATION.  STATION IS 150 FT. E. AND 7 FT. LOWER THAN HIGHEST
 LN0630'POINT.
 LN0630'
 LN0630'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED ---JEK 11 ET 1966---,
 LN0630'SET IN CONCRETE POST PROJECTING 0.6 FT. ABOVE THE GROUND.
 LN0630'
 LN0630'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0323 ***********************************************************************
 KM0323  DESIGNATION -  ET 14 JEK
 KM0323  PID         -  KM0323
 KM0323  STATE/COUNTY-  CO/RIO BLANCO
 KM0323  USGS QUAD   -  DAVIS CANYON (1987)
 KM0323
 KM0323                         *CURRENT SURVEY CONTROL
 KM0323  ___________________________________________________________________
 KM0323* NAD 83(1992)-  39 44 35.80258(N)    109 00 20.17806(W)     ADJUSTED  
 KM0323* NAVD 88     -      2033.4    (meters)    6671.     (feet)  VERTCON   
 KM0323  ___________________________________________________________________
 KM0323  LAPLACE CORR-           4.33  (seconds)                    DEFLEC99
 KM0323  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 KM0323
 KM0323  HORZ ORDER  -  THIRD
 KM0323
 KM0323.The horizontal coordinates were established by classical geodetic methods
 KM0323.and adjusted by the National Geodetic Survey in November 1997..
 KM0323
 KM0323.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0323
 KM0323.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0323
 KM0323.The geoid height was determined by GEOID03.
 KM0323
 KM0323;                    North         East     Units Scale Factor Converg.
 KM0323;SPC CO N     -   356,255.295   614,006.178   MT  0.99999581   -2 15 54.3
 KM0323;SPC CO N     - 1,168,814.25  2,014,451.94   sFT  0.99999581   -2 15 54.3
 KM0323;UTM  12      - 4,401,166.194   670,883.144   MT  0.99995951   +1 16 31.5
 KM0323
 KM0323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0323!SPC CO N     -   0.99968368  x   0.99999581  =   0.99967950
 KM0323!UTM  12      -   0.99968368  x   0.99995951  =   0.99964321
 KM0323
 KM0323:                Primary Azimuth Mark                     Grid Az
 KM0323:SPC CO N     -  3 4 X                                    313 48 22.7
 KM0323:UTM  12      -  3 4 X                                    310 15 56.9
 KM0323
 KM0323|---------------------------------------------------------------------|
 KM0323| PID    Reference Object                     Distance      Geod. Az  |
 KM0323|                                                           dddmmss.s |
 KM0323| KM0316 3 4 X                               APPROX. 3.0 KM 3113228.4 |
 KM0323|---------------------------------------------------------------------|
 KM0323
 KM0323                          SUPERSEDED SURVEY CONTROL
 KM0323
 KM0323  NAD 83(1992)-  39 44 35.78237(N)    109 00 20.16348(W) AD(       ) 3
 KM0323  NAD 83(1986)-  39 44 35.77459(N)    109 00 20.16237(W) AD(       ) 3
 KM0323  NAD 27      -  39 44 35.88708(N)    109 00 17.77991(W) AD(       ) 3
 KM0323  NGVD 29 (07/19/86) 2032.1    (m)         6667.     (f) VERT ANG       
 KM0323
 KM0323.Superseded values are not recommended for survey control.
 KM0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0323.See file dsdata.txt to determine how the superseded data were derived.
 KM0323
 KM0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK7088301166(NAD 83)
 KM0323_MARKER: DD = SURVEY DISK
 KM0323_SETTING: 66 = SET IN ROCK OUTCROP
 KM0323_SP_SET: SET IN ROCK OUTCROP
 KM0323_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0323+STABILITY: POSITION/ELEVATION WELL
 KM0323
 KM0323  HISTORY     - Date     Condition        Report By
 KM0323  HISTORY     - 1966     MONUMENTED       USGS
 KM0323
 KM0323                          STATION DESCRIPTION
 KM0323
 KM0323'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0323'LOCATED ABOUT 7 MI. S. OF AND 10 MI. E. OF RAINBOW (SITE), ABOUT 2 MI.
 KM0323'SE. OF WHITE FACE BUTTE, ON A PROMINENT SHARP TOP.
 KM0323'
 KM0323'STATION REACHED BY HELICOPTER.
 KM0323'
 KM0323'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED ---JEK 14 ET 1966---,
 KM0323'SET IN A SANDSTONE ROCK.
 KM0323'
 KM0323'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0624 ***********************************************************************
 LM0624  DESIGNATION -  ETHEL
 LM0624  PID         -  LM0624
 LM0624  STATE/COUNTY-  CO/JACKSON
 LM0624  USGS QUAD   -  MOUNT ETHEL (1975)
 LM0624
 LM0624                         *CURRENT SURVEY CONTROL
 LM0624  ___________________________________________________________________
 LM0624* NAD 83(1992)-  40 38 52.88905(N)    106 40 48.86421(W)     ADJUSTED  
 LM0624* NAVD 88     -      3637.6    (meters)   11934.     (feet)  VERTCON   
 LM0624  ___________________________________________________________________
 LM0624  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 LM0624  GEOID HEIGHT-         -11.76  (meters)                     GEOID03
 LM0624
 LM0624  HORZ ORDER  -  SECOND
 LM0624
 LM0624.The horizontal coordinates were established by classical geodetic methods
 LM0624.and adjusted by the National Geodetic Survey in January 1993..
 LM0624
 LM0624.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0624
 LM0624.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0624
 LM0624.The geoid height was determined by GEOID03.
 LM0624
 LM0624;                    North         East     Units Scale Factor Converg.
 LM0624;SPC CO N     -   451,439.344   814,580.612   MT  0.99998084   -0 45 45.3
 LM0624;SPC CO N     - 1,481,097.25  2,672,503.22   sFT  0.99998084   -0 45 45.3
 LM0624;UTM  13      - 4,501,042.795   357,937.064   MT  0.99984842   -1 05 41.0
 LM0624
 LM0624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0624!SPC CO N     -   0.99943155  x   0.99998084  =   0.99941240
 LM0624!UTM  13      -   0.99943155  x   0.99984842  =   0.99928005
 LM0624
 LM0624|---------------------------------------------------------------------|
 LM0624| PID    Reference Object                     Distance      Geod. Az  |
 LM0624|                                                           dddmmss.s |
 LM0624| LM0625 11949                                 2.814 METERS 07415     |
 LM0624| CP5336 ETHEL RM 1                            9.621 METERS 08345     |
 LM0624| CP5337 ETHEL RM 2                            8.538 METERS 17525     |
 LM0624| CP5335 ETHEL AZ MK                                        1945213.7 |
 LM0624|---------------------------------------------------------------------|
 LM0624
 LM0624                          SUPERSEDED SURVEY CONTROL
 LM0624
 LM0624  NAD 83(1986)-  40 38 52.88540(N)    106 40 48.85957(W) AD(       ) 2
 LM0624  NAD 27      -  40 38 52.97600(N)    106 40 46.71200(W) AD(       ) 2
 LM0624  NGVD 29 (07/19/86) 3635.9    (m)        11929.     (f) VERT ANG       
 LM0624
 LM0624.Superseded values are not recommended for survey control.
 LM0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0624.See file dsdata.txt to determine how the superseded data were derived.
 LM0624
 LM0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF5793701043(NAD 83)
 LM0624_MARKER: DS = TRIANGULATION STATION DISK
 LM0624_SETTING: 80 = SET IN A BOULDER
 LM0624_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LM0624
 LM0624  HISTORY     - Date     Condition        Report By
 LM0624  HISTORY     - 1949     MONUMENTED       CGS
 LM0624
 LM0624                          STATION DESCRIPTION
 LM0624
 LM0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LM0624'THE STATION IS LOCATED ON THE HIGHEST POINT OF A ROCK PROMINENCE
 LM0624'ON MT. ETHEL, A PROMINENT BARE MOUNTAIN ON THE CONTINENTAL DIVIDE,
 LM0624'ABOUT 21.5 MILES AIR LINE WEST-SOUTHWEST OF WALDEN, ABOUT 14.0
 LM0624'MILES AIR LINE NORTHEAST OF STEAMBOAT SPRINGS AND ABOUT 7.0 MILES
 LM0624'AIR LINE NORTH OF BUFFALO PASS.  THE STATION MARK IS 10 FEET
 LM0624'SOUTHWEST OF AND ABOUT 3 FEET LOWER THAN THE HIGHEST
 LM0624'POINT ON MT. ETHEL, FLUSH WITH THE GROUND AND STAMPED, ETHEL
 LM0624'1949.
 LM0624'
 LM0624'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 FEET LOWER THAN THE
 LM0624'STATION MARK, PROJECTS 2 FEET AND IS STAMPED, ETHEL NO 1 1949.
 LM0624'
 LM0624'REFERENCE MARK NO. 2 IS APPROXIMATELY 10 FEET LOWER THAN THE
 LM0624'STATION MARK, PROJECTS 2 FEET AND STAMPED, ETHEL NO 2 1949.
 LM0624'
 LM0624'REFERENCE MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET IN
 LM0624'A BOULDER ON THE HIGHEST POINT OF MOUNTAIN, PROJECTS 3 FEET AND
 LM0624'HAS 11940 SCRATCHED ON IT.
 LM0624'
 LM0624'THE AZIMUTH MARK IS LOCATED IN A SMALL SADDLE, 7 PACES WEST OF
 LM0624'THE TRAIL, 5 FEET NORTHEAST OF A WHITE WITNESS POST, PROJECTS
 LM0624'3 FEET AND IS STAMPED, ETHEL 1949.
 LM0624'
 LM0624'TO REACH THE STATION FROM THE HARBOR HOTEL IN STEAMBOAT SPRINGS,
 LM0624'GO EAST AND FOLLOW ROUTT COUNTY 36 FOR 2.65 MILES TO A ROAD
 LM0624'RIGHT AND SIGN BUFFALO PASS 15 BLACKMER CABIN 3.  TURN RIGHT AND
 LM0624'FOLLOW GRADED ROAD 0.25 MILE TO CROSS ROAD.  CONTINUE STRAIGHT
 LM0624'AHEAD, PASSING THROUGH GATE, AND FOLLOW MAIN ROAD FOR 11.9 MILES
 LM0624'TO A FORK AND SIGN RABBIT EARS PASS 15 LAKE MARTHA 2 LUNA LAKE 2.
 LM0624'HERE TURN LEFT, NORTH AND FOLLOW ALONG TRAIL AND CAR TRACKS
 LM0624'FOR 0.4 MILE.  HERE LEAVE MAIN TRACK ROAD AND BEAR LEFT ON DIM
 LM0624'TRACKS UP BANK AND THROUGH WOODS FOR 0.1 MILE TO A LARGE
 LM0624'MEADOW.  HERE BEAR TO THE LEFT FOLLOWING DIM TRACKS AND TRAIL
 LM0624'ALONG WESTERN EDGE OF MEADOW STAYING WELL TO THE WEST ON
 LM0624'HIGH GROUND AND CONTINUE ALONG TRAIL FOR 1.95 MILES TO A SIGN MT.
 LM0624'ETHEL 9 SUMMIT LAKE 2 ROUND MT. LAKE 2 TEAL LAKE 2.  KEEP LEFT
 LM0624'ALONG TRAIL AS PER SIGN MT. ETHEL FOR 1.0 MILE TO A SMALL ROUND
 LM0624'LAKE ON THE RIGHT, EAST.  CONTINUE STRAIGHT AHEAD AND FOLLOW
 LM0624'ALONG TRAIL 1.25 MILES TO WHERE TRAIL DROPS DOWN AROUND
 LM0624'ROCKY HILL AND THE END OF TRUCK TRAVEL FOR A 4-WHEEL DRIVE
 LM0624'VEHICLE, IN A SMALL SADDLE AND THE AZIMUTH MARK.  THE
 LM0624'STATION LIES 360 DEGREES MAGNETIC FROM THE AZIMUTH MARK AND THE
 LM0624'END OF TRUCK TRAVEL.  HERE GO NORTH AND FOLLOW ALONG MAIN TRAIL
 LM0624'FOR ABOUT 5.0 MILES TO A SIGN SWAMP PARK 8 LUNA LAKE 1,
 LM0624'THIS SIGN IS IN A GRASSY VALLEY.  HERE PACK EAST-NORTHEAST UP
 LM0624'VALLEY TOWARD SADDLE AND ALONG TOP OF PLATEAU FOR ABOUT 1.0
 LM0624'MILE TO THE HIGHEST POINT AND STATION.  A 3-HOUR PACK.
 LM0624'
 LM0624'NOTE--A 4-WHEEL DRIVE VEHICLE WILL BE REQUIRED ABOUT 4 MILES
 LM0624'BEFORE REACHING SIGN RABBIT EARS PASS 15 LAKE MARTHA 2 LUNA
 LM0624'LAKE 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0892 ***********************************************************************
 JJ0892  DESIGNATION -  EUREKA
 JJ0892  PID         -  JJ0892
 JJ0892  STATE/COUNTY-  CO/CHEYENNE
 JJ0892  USGS QUAD   -  BIG SPRING (1982)
 JJ0892
 JJ0892                         *CURRENT SURVEY CONTROL
 JJ0892  ___________________________________________________________________
 JJ0892* NAD 83(1992)-  38 58 39.82978(N)    102 51 47.79223(W)     ADJUSTED  
 JJ0892* NAVD 88     -      1443.2    (meters)    4735.     (feet)  VERTCON   
 JJ0892  ___________________________________________________________________
 JJ0892  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 JJ0892  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 JJ0892
 JJ0892  HORZ ORDER  -  FIRST
 JJ0892
 JJ0892.The horizontal coordinates were established by classical geodetic methods
 JJ0892.and adjusted by the National Geodetic Survey in January 1993..
 JJ0892
 JJ0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0892
 JJ0892.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0892
 JJ0892.The geoid height was determined by GEOID03.
 JJ0892
 JJ0892;                    North         East     Units Scale Factor Converg.
 JJ0892;SPC CO C     -   435,151.991 1,142,837.170   MT  0.99993821   +1 39 46.6
 JJ0892;SPC CO C     - 1,427,661.16  3,749,458.28   sFT  0.99993821   +1 39 46.6
 JJ0892;UTM  13      - 4,316,476.786   685,089.746   MT  1.00002186   +1 20 39.9
 JJ0892
 JJ0892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0892!SPC CO C     -   0.99977712  x   0.99993821  =   0.99971534
 JJ0892!UTM  13      -   0.99977712  x   1.00002186  =   0.99979898
 JJ0892
 JJ0892:                Primary Azimuth Mark                     Grid Az
 JJ0892:SPC CO C     -  EUREKA AZ MK                             076 49 12.9
 JJ0892:UTM  13      -  EUREKA AZ MK                             077 08 19.6
 JJ0892
 JJ0892|---------------------------------------------------------------------|
 JJ0892| PID    Reference Object                     Distance      Geod. Az  |
 JJ0892|                                                           dddmmss.s |
 JJ0892| CM8048 EUREKA AZ MK                                       0782859.5 |
 JJ0892| CM8050 EUREKA RM 2                          98.341 METERS 09511     |
 JJ0892| CM8049 EUREKA RM                           389.840 METERS 35743     |
 JJ0892|---------------------------------------------------------------------|
 JJ0892
 JJ0892                          SUPERSEDED SURVEY CONTROL
 JJ0892
 JJ0892  NAD 83(1986)-  38 58 39.82601(N)    102 51 47.78849(W) AD(       ) 1
 JJ0892  NAD 27      -  38 58 39.83234(N)    102 51 46.04502(W) AD(       ) 1
 JJ0892  NGVD 29 (07/19/86) 1442.5    (m)         4733.     (f) VERT ANG       
 JJ0892
 JJ0892.Superseded values are not recommended for survey control.
 JJ0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0892.See file dsdata.txt to determine how the superseded data were derived.
 JJ0892
 JJ0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD8509016477(NAD 83)
 JJ0892_MARKER: DS = TRIANGULATION STATION DISK
 JJ0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0892_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JJ0892
 JJ0892  HISTORY     - Date     Condition        Report By
 JJ0892  HISTORY     - 1881     MONUMENTED       CGS
 JJ0892  HISTORY     - 1922     GOOD             CGS
 JJ0892  HISTORY     - 1935     GOOD             CGS
 JJ0892  HISTORY     - 1954     GOOD             CGS
 JJ0892  HISTORY     - 1968     GOOD             CGS
 JJ0892
 JJ0892                          STATION DESCRIPTION
 JJ0892
 JJ0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 JJ0892'ABOUT 14 MILES NORTH AND 3 MILES WEST OF KIT CARSON, A TOWN
 JJ0892'ON THE UNION PACIFIC RAILROAD, AND 2 MILES NORTH-NORTHWEST OF
 JJ0892'BIG SPRINGS RANCH HOUSE, ON A HILL JUST WEST OF A SIDE ROAD
 JJ0892'THAT BRANCHES FROM THE MAIN ROAD A SHORT DISTANCE NORTH OF
 JJ0892'THE RANCH HOUSE.  THE STATION IS NEAR THE CENTER OF NW 1/4
 JJ0892'SEC. 26, T. 12 S., R. 49 W., ON PASTURE LAND OWNED (1922) BY
 JJ0892'JOHN F. GRABNER, WHO LIVES IN THE NE 1/4 OF THE SAME SECTION.
 JJ0892'UNDERGROUND AND STATION MARKS ARE SIMILAR TO THOSE AT STATION
 JJ0892'KIT CARSON, THE STATION MARK BEING 9 INCHES BELOW
 JJ0892'THE SURFACE.  THE REFERENCE MARK, A DISK 4 INCHES ABOVE THE
 JJ0892'SURFACE SET, IS IN THE SOUTH
 JJ0892'FENCE LINE OF THE ROADWAY ON THE NORTH LINE OF SECTION 26,
 JJ0892'324 METERS (1,063 FEET) EAST OF THE NORTHWEST CORNER OF
 JJ0892'SECTION 26, AND DISTANT 389.78 METERS (1,278.8 FEET)
 JJ0892'BEARING N. 15 DEG W.  (MAGNETIC) FROM THE STATION.
 JJ0892'ADDITIONAL REFERENCES ARE--TO WEST LINE OF SECTION 26, 323
 JJ0892'METERS (1,060 FEET) WEST.  TO NORTH LINE OF SECTION 26,
 JJ0892'398.9 METERS (1,309 FEET) NORTH.
 JJ0892
 JJ0892                          STATION RECOVERY (1935)
 JJ0892
 JJ0892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (AWJ)
 JJ0892'THE STATION WAS FOUND AS DESCRIBED.  A FEW MINOR CHANGES SHOULD
 JJ0892'BE MADE IN THE DESCRIPTION.  THE LAND ON WHICH THE STATION IS
 JJ0892'LOCATED IS OWNED (1935) BY DON C. COLLINS AND IS NOT UNDER
 JJ0892'CULTIVATION AT THE PRESENT TIME, ALTHOUGH SIGNS OF FORMER
 JJ0892'CULTIVATION ARE VERY PLAIN.  THE FARMHOUSE IN THE NORTHEAST
 JJ0892'QUARTER OF THE SECTION IS NOW ABANDONED AND UNOCCUPIED.  WHILE
 JJ0892'THE STATION VICINITY IS EASILY FOUND FROM THE DESCRIPTION I
 JJ0892'BELIEVE THAT MAIN ROADS SHOULD BE USED INSTEAD OF THE
 JJ0892'SIDEROADS SUGGESTED.  I SUGGEST THE FIRST PORTION OF THE
 JJ0892'DESCRIPTION BE CHANGED AS FOLLOWS--
 JJ0892'
 JJ0892'ABOUT 15 MILES NORTH (2 MILES NORTH OF THE SCHOOLHOUSE) AND
 JJ0892'3-1/2 MILES WEST OF KIT CARSON, A TOWN ON THE UNION PACIFIC
 JJ0892'RAILROAD, ABOUT 2 MILES NORTH-NORTHWEST OF BIG SPRINGS RANCH
 JJ0892'HOUSE, ON THE TOP OF A HILL FORMING THE WATERSHED BETWEEN TWO
 JJ0892'CREEKS WHICH JOIN A SHORT DISTANCE SOUTHEAST OF THE HILL.  THE
 JJ0892'STATION IS NEAR THE CENTER OF THE NORTHWEST QUARTER OF SEC. 26,
 JJ0892'T. 12 S., R. 49 W., ON FORMERLY CULTIVATED LAND, OWNED (1935)
 JJ0892'BY DON C. COLLINS.  AN UNOCCUPIED FORMHOUSE IS IN THE
 JJ0892'NORTHEAST QUARTER OF THE SAME SECTION.  UNDERGROUND AND...ETC.
 JJ0892'
 JJ0892'NOTE--THERE IS NO CROCKERY AND TILE MIXED WITH THE SOIL AROUND
 JJ0892'THE STATION MARK AND THE LACK OF IT TOGETHER WITH THE HARD
 JJ0892'SUBSOIL MAKES THE STATION DIFFICULT TO FIND.  THE REFERENCE MARK
 JJ0892'IS NOT VISIBLE FROM THE STATION.  ANOTHER REFERENCE MARK SHOULD
 JJ0892'BE PLACED ON THE WEST LINE OF THE SECTION TO FACILITATE RECOVERY.
 JJ0892'BOTH REFERENCE MARK AND STATION DISK WERE FOUND STAMPED EUREKA
 JJ0892'1881.  A MOUND OF EARTH AND SMALL CAIRN OF ROCKS WERE PLACED
 JJ0892'(1935) OVER THE STATION, AND A FENCE POST DRIVEN IN THE GROUND
 JJ0892'ABOUT 3 FEET WEST OF THE STATION.  THESE MARKS WILL BE
 JJ0892'DESTROYED IF THE LAND IS AGAIN CULTIVATED (THE WITNESS MARKS
 JJ0892'ARE MEANT).
 JJ0892
 JJ0892                          STATION RECOVERY (1954)
 JJ0892
 JJ0892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0892'THE STATION AND REFERENCE MARK NUMBER 1 WERE RECOVERED AND FOUND
 JJ0892'TO BE IN GOOD CONDITION.  REFERENCE MARK NUMBER 2 AND AN AZIMUTH
 JJ0892'MARK HAVE BEEN ESTABLISHED.  A COMPLETE DESCRIPTION FOLLOWS--
 JJ0892'
 JJ0892'THE STATION IS LOCATED ON THE TOP OF A HILL IN A PASTURE ABOUT 15
 JJ0892'MILES AIRLINE NORTH-NORTHWEST OF KIT CARSON AND ABOUT 12 MILES
 JJ0892'AIRLINE NORTHEAST OF WILD HORSE.
 JJ0892'
 JJ0892'TO REACH THE STATION FROM THE POST OFFICE IN KIT CARSON GO ABOUT
 JJ0892'100 YARDS NORTH TO A CROSS ROAD.  TURN LEFT ONTO U.S. HIGHWAY 40
 JJ0892'AND GO WEST 0.1 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT ONTO
 JJ0892'STATE HIGHWAY 59 AND GO NORTH 12.7 MILES TO A SCHOOLHOUSE ON THE
 JJ0892'LEFT.  KEEP STRAIGHT AHEAD AND GO NORTH 1.9 MILES TO A CROSS
 JJ0892'ROAD.  TURN LEFT AND GO WEST 2.2 MILES TO A FENCE CORNER AND THE
 JJ0892'AZIMUTH MARK ON THE RIGHT.  KEEP STRAIGHT AHEAD, WEST, AND GO
 JJ0892'1.2 MILES TO THE TOP OF A RISE AND A GATE ON THE LEFT.  PASS
 JJ0892'THROUGH THE GATE AND GO SOUTH CROSS COUNTRY 0.3 MILE TO THE TOP
 JJ0892'OF THE HILL AND THE STATION.
 JJ0892'
 JJ0892'THE STATION MARK IS A STANDARD DISK STAMPED EUREKA 1881 SET IN
 JJ0892'THE TOP OF A 12-INCH CONCRETE CYLINDER THAT IS 10 INCHES BELOW
 JJ0892'THE SURFACE OF THE GROUND.  IT IS 7 FEET NORTHEAST OF A WITNESS
 JJ0892'POST.
 JJ0892'
 JJ0892'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED EUREKA 1881 SET
 JJ0892'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH
 JJ0892'ABOVE THE GROUND.  IT IS SET IN AN EAST-WEST FENCE LINE, 32 FEET
 JJ0892'SOUTH OF THE CENTERLINE OF AN EAST-WEST ROAD, AND ABOUT 15
 JJ0892'FEET LOWER THAN THE STATION.
 JJ0892'
 JJ0892'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED EUREKA NO 2
 JJ0892'1881 1954 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 JJ0892'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 1 FOOT WEST OF A
 JJ0892'FENCE LINE AND 4 FEET LOWER THAN THE STATION.
 JJ0892'
 JJ0892'THE AZIMUTH MARK IS A REFERENCE MARK DISK STAMPED EUREKA AZIMUTH
 JJ0892'1881 1954 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 JJ0892'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 1 FOOT SOUTH OF A
 JJ0892'FENCE LINE, 9 FEET WEST OF A FENCE CORNER, AND 35 FEET NORTH OF
 JJ0892'THE CENTERLINE OF AN EAST-WEST ROAD.
 JJ0892'
 JJ0892'HEIGHT OF STAND--1 M.
 JJ0892
 JJ0892                          STATION RECOVERY (1968)
 JJ0892
 JJ0892'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 JJ0892'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 JJ0892'RECOVERED IN GOOD CONDITION.  A 0.27 FOOT LONGER MEASUREMENT WAS
 JJ0892'OBTAINED TO REFERENCE MARK 1, HOWEVER, THIS WAS A MARK TO MARK
 JJ0892'MEASUREMENT.  THE DISTANCE TO REFERENCE MARK 2 WAS NOT CHECKED
 JJ0892'THIS DATE.  THE DIRECTIONS TO THE MARKS CHECKED FAIRLY GOOD.  A
 JJ0892'NEW ROUTE FOLLOWS.
 JJ0892'
 JJ0892'THE STATION IS LOCATED ON THE SUMMIT OF A GRASSY HILL LOCALLY KNOWN
 JJ0892'AS EUREKA HILL, IN THE NORTHWEST 1/4 OF SECTION 26, T. 12 S., R. 49
 JJ0892'W., AND ON THE PROPERTY OF MR. ROBERT JOLLY.  IT IS ABOUT 14-3/4
 JJ0892'MILES NORTH AND 3-1/2 MILES WEST OF KIT CARSON AND 10-3/4 MILES
 JJ0892'NORTH AND 8 MILES EAST OF WILD HORSE.
 JJ0892'
 JJ0892'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE
 JJ0892'HIGHWAY 59, IN THE NORTHWEST PART OF KIT CARSON, GO NORTH ON STATE
 JJ0892'HIGHWAY 59 FOR 10.5 MILES TO THE END OF THE PAVEMENT AT A WOODEN
 JJ0892'BRIDGE.  CONTINUE NORTH ON GRAVELED STATE HIGHWAY 59 FOR 2.1 MILES
 JJ0892'TO A LARGE HISTORICAL MONUMENT ON THE LEFT, WEST, SIDE OF THE
 JJ0892'ROAD.  CONTINUE NORTH ON GRAVELED STATE HIGHWAY 59 FOR 1.1 MILES
 JJ0892'TO A NARROW WOODEN BRIDGE.  CONTINUE NORTH ON GRAVELED STATE HIGHWAY
 JJ0892'59 FOR 1.3 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST ON A
 JJ0892'GRAVELED ROAD FOR 2.2 MILES TO A FENCE CORNER AND THE AZIMUTH
 JJ0892'MARK ON THE RIGHT, NORTH, SIDE OF THE ROAD.  CONTINUE WEST ON
 JJ0892'THE GRAVELED ROAD FOR 1.2 MILES TO SUMMIT OF A LOW RISE AND A WIRE
 JJ0892'GATE ON THE LEFT.  TURN LEFT, PASS THROUGH THE GATE, AND GO SOUTH
 JJ0892'AND SOUTHWEST ACROSS THE PASTURE TO THE SUMMIT OF THE GRASSY HILL
 JJ0892'AND THE STATION AS DESCRIBED.
 JJ0892'
 JJ0892'THE STATION MARK IS A STANDARD DISK STAMPED EUREKA 1881, SET IN THE
 JJ0892'TOP OF 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS ABOUT 10
 JJ0892'INCHES BELOW THE GROUND SURFACE.  IT IS ABOUT 110 YARDS WEST OF A
 JJ0892'GARBAGE PIT.
 JJ0892'
 JJ0892'REFERENCE MARK 1 IS A STANDARD DISK STAMPED EUREKA 1881, SET IN THE
 JJ0892'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING ABOUT 1 INCH
 JJ0892'ABOVE THE GROUND.  IT IS SET IN THE SOUTH RIGHT-OF-WAY FENCE ALONG
 JJ0892'THE EAST-WEST GRAVELED ROAD, 237-1/2 FEET WEST OF THE CENTER OF
 JJ0892'THE GATE THAT IS PASSED THROUGH TO REACH THE STATION AND 32 FEET
 JJ0892'SOUTH OF THE CENTER OF THE EAST-WEST GRAVELED ROAD.
 JJ0892'
 JJ0892'REFERENCE MARK 2 IS A STANDARD DISK STAMPED EUREKA NO 2 1881 1954,
 JJ0892'SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING
 JJ0892'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 90 FEET NORTH-NORTHEAST
 JJ0892'OF THE CENTER OF THE GARBAGE PIT AND 72.8 FEET SOUTH OF THE SOUTH
 JJ0892'ONE OF TWO LONE FENCE POSTS THAT WERE IN THE OLD NORTH-SOUTH
 JJ0892'FENCE LINE MENTIONED IN THE 1954 RECOVERY DESCRIPTION.
 JJ0892'
 JJ0892'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED EUREKA
 JJ0892'AZIMUTH 1881, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JJ0892'PROJECTING 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 35 FEET NORTH
 JJ0892'OF THE CENTER OF THE EAST-WEST GRAVELED ROAD, 9 FEET WEST OF THE
 JJ0892'FENCE CORNER AND 1 FOOT SOUTH OF A FENCE LINE.
 JJ0892'
 JJ0892'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0821 ***********************************************************************
 KL0821  DESIGNATION -  EUREKA
 KL0821  PID         -  KL0821
 KL0821  STATE/COUNTY-  CO/DELTA
 KL0821  USGS QUAD   -  GRAND MESA (1982)
 KL0821
 KL0821                         *CURRENT SURVEY CONTROL
 KL0821  ___________________________________________________________________
 KL0821* NAD 83(1992)-  39 01 41.68473(N)    107 52 59.46116(W)     ADJUSTED  
 KL0821* NAVD 88     -      3195.7    (meters)   10485.     (feet)  VERTCON   
 KL0821  ___________________________________________________________________
 KL0821  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 KL0821  GEOID HEIGHT-         -15.34  (meters)                     GEOID03
 KL0821
 KL0821  HORZ ORDER  -  THIRD
 KL0821
 KL0821.The horizontal coordinates were established by classical geodetic methods
 KL0821.and adjusted by the National Geodetic Survey in January 1993..
 KL0821
 KL0821.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0821
 KL0821.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0821
 KL0821.The geoid height was determined by GEOID03.
 KL0821
 KL0821;                    North         East     Units Scale Factor Converg.
 KL0821;SPC CO C     -   440,150.799   708,074.032   MT  0.99993671   -1 30 11.0
 KL0821;SPC CO C     - 1,444,061.41  2,323,072.89   sFT  0.99993671   -1 30 11.0
 KL0821;UTM  13      - 4,323,867.215   250,417.342   MT  1.00036709   -1 48 59.4
 KL0821
 KL0821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0821!SPC CO C     -   0.99950127  x   0.99993671  =   0.99943801
 KL0821!UTM  13      -   0.99950127  x   1.00036709  =   0.99986817
 KL0821
 KL0821                          SUPERSEDED SURVEY CONTROL
 KL0821
 KL0821  NAD 83(1986)-  39 01 41.68531(N)    107 52 59.45326(W) AD(       ) 3
 KL0821  NGVD 29 (05/18/92) 3194.1    (m)        10479.     (f) VERT ANG       
 KL0821
 KL0821.Superseded values are not recommended for survey control.
 KL0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0821.See file dsdata.txt to determine how the superseded data were derived.
 KL0821
 KL0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD5041723867(NAD 83)
 KL0821_MARKER: DD = SURVEY DISK
 KL0821_SETTING: 66 = SET IN ROCK OUTCROP
 KL0821_SP_SET: SET IN ROCK OUTCROP
 KL0821_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0821+STABILITY: POSITION/ELEVATION WELL
 KL0821
 KL0821  HISTORY     - Date     Condition        Report By
 KL0821  HISTORY     - 1953     MONUMENTED       USGS
 KL0821  HISTORY     - 1959     GOOD             USGS
 KL0821
 KL0821                          STATION DESCRIPTION
 KL0821
 KL0821'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 KL0821'NO TEXT.
 KL0821
 KL0821                          STATION RECOVERY (1959)
 KL0821
 KL0821'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KL0821'STATION IS LOCATED ABOUT 14 MI. S. AND 4 MI. E. OF COLLBRAN, COLORADO,
 KL0821'ON THE HIGHEST HILL IN THAT IMMEDIATE LOCALITY.  STATION IS ABOUT 1
 KL0821'MI. S. OF THE TRICKLE PARK RESERVOIR AND ON THE HIGHEST POINT OF HILL.
 KL0821'
 KL0821'TO REACH STATION FROM POST OFFICE AT GRAND MESA ISLAND RESORT, PROCEED
 KL0821'E. ON HIGHWAY 65 FOR 1.8 MI. TO ALEXANDER LAKE LODGE, CONTINUE E.
 KL0821'AND S. ON HIGHWAY 65 FOR 3.1 MI. TO DIRT RD. LEFT, TURN LEFT AND
 KL0821'FOLLOW DIRT RD. FOR 1.3 MI. TO RD. JUNCTION NEAR POLE FENCE, TAKE
 KL0821'RIGHT FORK AND PROCEED FOR 0.8 MI. TO JUNCTION RIGHT AT RESERVOIR,
 KL0821'TURN RIGHT AND CONTINUE FOR 0.5 MI. TO LOG BRIDGE ACROSS CREEK,
 KL0821'CONTINUE ON THIS RD. FOR 1.5 MI. TO A RESERVOIR AND END OF TRUCK
 KL0821'TRAVEL.  STATION IS ABOUT 0.5 MI. ESE. OF THIS POINT AND ABOUT A
 KL0821'20-MINUTE PACK.
 KL0821'
 KL0821'STATION MARK--STANDARD TABLET CEMENTED IN ROCK, ALMOST FLUSH WITH
 KL0821'GROUND, AND STAMPED ---EUREKA - 1953---.
 KL0821'
 KL0821'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2030 ***********************************************************************
 KK2030  DESIGNATION -  EVANS
 KK2030  PID         -  KK2030
 KK2030  STATE/COUNTY-  CO/CLEAR CREEK
 KK2030  USGS QUAD   -  MT EVANS (1974)
 KK2030
 KK2030                         *CURRENT SURVEY CONTROL
 KK2030  ___________________________________________________________________
 KK2030* NAD 83(1992)-  39 35 17.93562(N)    105 38 37.70310(W)     ADJUSTED  
 KK2030* NAVD 88     -      4348.     (meters)   14265.     (feet)  VERTCON   
 KK2030  ___________________________________________________________________
 KK2030  LAPLACE CORR-         -10.36  (seconds)                    DEFLEC99
 KK2030  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 KK2030
 KK2030  HORZ ORDER  -  THIRD
 KK2030
 KK2030.The horizontal coordinates were established by classical geodetic methods
 KK2030.and adjusted by the National Geodetic Survey in January 1993..
 KK2030
 KK2030.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2030
 KK2030.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2030
 KK2030.The geoid height was determined by GEOID03.
 KK2030
 KK2030;                    North         East     Units Scale Factor Converg.
 KK2030;SPC CO C     -   499,630.480   902,048.567   MT  0.99997201   -0 05 26.5
 KK2030;SPC CO C     - 1,639,204.33  2,959,471.01   sFT  0.99997201   -0 05 26.5
 KK2030;UTM  13      - 4,382,263.827   444,716.057   MT  0.99963763   -0 24 37.0
 KK2030
 KK2030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2030!SPC CO C     -   0.99932031  x   0.99997201  =   0.99929234
 KK2030!UTM  13      -   0.99932031  x   0.99963763  =   0.99895818
 KK2030
 KK2030:                Primary Azimuth Mark                     Grid Az
 KK2030:SPC CO C     -  BIERSTADT                                253 37 11.2
 KK2030:UTM  13      -  BIERSTADT                                253 56 21.7
 KK2030
 KK2030|---------------------------------------------------------------------|
 KK2030| PID    Reference Object                     Distance      Geod. Az  |
 KK2030|                                                           dddmmss.s |
 KK2030| KK2029 BIERSTADT                           APPROX. 2.2 KM 2533144.7 |
 KK2030|---------------------------------------------------------------------|
 KK2030
 KK2030                          SUPERSEDED SURVEY CONTROL
 KK2030
 KK2030  NAD 83(1986)-  39 35 17.93635(N)    105 38 37.70574(W) AD(       ) 3
 KK2030  NAD 27      -  39 35 17.97466(N)    105 38 35.69032(W) AD(       ) 3
 KK2030  NGVD 29 (07/19/86) 4346.     (m)        14259.     (f) VERT ANG       
 KK2030
 KK2030.Superseded values are not recommended for survey control.
 KK2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2030.See file dsdata.txt to determine how the superseded data were derived.
 KK2030
 KK2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD4471682264(NAD 83)
 KK2030_MARKER: DD = SURVEY DISK
 KK2030_SETTING: 66 = SET IN ROCK OUTCROP
 KK2030_SP_SET: SET IN ROCK OUTCROP
 KK2030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK2030+STABILITY: POSITION/ELEVATION WELL
 KK2030
 KK2030  HISTORY     - Date     Condition        Report By
 KK2030  HISTORY     - 1955     MONUMENTED       USGS
 KK2030  HISTORY     - 20010905 GOOD             GEOCAC
 KK2030
 KK2030                          STATION DESCRIPTION
 KK2030
 KK2030'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 KK2030'THIS STATION IS NEAR THE TRIANGULATION STATION --EVANS-- OF THE
 KK2030'DENVER MUNICIPAL WATER WORKS, ESTABLISHED IN 1932.
 KK2030'
 KK2030'STATION IS LOCATED ON THE SUMMIT OF MT. EVANS, 12.7 MI. SW. OF IDAHO
 KK2030'SPRINGS.  STATION IS REACHED FROM IDAHO SPRINGS BY FOLLOWING RD. UP
 KK2030'CHICAGO CREEK FOR 14 MI. TO ECHO LAKE LODGE, THENCE TURN RIGHT AND
 KK2030'FOLLOW RD. FOR 14 MI. TO LODGE NEAR SUMMIT OF MT. EVANS.  IT IS
 KK2030'APPROXIMATELY A 10-MINUTE WALK UP TRAIL TO SUMMIT FROM LODGE.
 KK2030'
 KK2030'THE TOP OF MT. EVANS IS 5.9 FT. HIGHER THAN THE STATION MARK TABLET.
 KK2030'
 KK2030'NOTE--A BRONZE BENCH MARK TABLET WAS SET ON FACE OF LARGE ROCK AT
 KK2030'PARKING LOT NEAR LODGE.  THE BENCH MARK TABLET IS 131.0 FT. (NO
 KK2030'CHECK) BELOW THE STATION MARK.
 KK2030'
 KK2030'STATION MARK--A STANDARD BRONZE TABLET SET IN SOLID ROCK AND STAMPED
 KK2030'---EVANS 1955---.
 KK2030'
 KK2030'REFERENCE MARK NO. 1--A BRONZE TABLET STAMPED ---D M W W EVANS
 KK2030'1932---, LOCATED 16.9 FT. FROM THE STATION MARK, S 20 DEG 43 MIN E.
 KK2030'THE REFERENCE MARK IS 2.5 FT. HIGHER THAN
 KK2030'THE STATION MARK.
 KK2030
 KK2030                          STATION RECOVERY (2001)
 KK2030
 KK2030'RECOVERY NOTE BY GEOCACHING 2001 (RLW)
 KK2030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2031 ***********************************************************************
 KK2031  DESIGNATION -  EVANS
 KK2031  PID         -  KK2031
 KK2031  STATE/COUNTY-  CO/CLEAR CREEK
 KK2031  USGS QUAD   -  MT EVANS (1974)
 KK2031
 KK2031                         *CURRENT SURVEY CONTROL
 KK2031  ___________________________________________________________________
 KK2031* NAD 83(1992)-  39 35 18.09292(N)    105 38 37.78027(W)     ADJUSTED  
 KK2031* NAVD 88     -      4348.     (meters)   14265.     (feet)  VERTCON   
 KK2031  ___________________________________________________________________
 KK2031  LAPLACE CORR-         -10.36  (seconds)                    DEFLEC99
 KK2031  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 KK2031
 KK2031  HORZ ORDER  -  THIRD
 KK2031
 KK2031.The horizontal coordinates were established by classical geodetic methods
 KK2031.and adjusted by the National Geodetic Survey in January 1993..
 KK2031
 KK2031.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2031
 KK2031.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2031
 KK2031.The geoid height was determined by GEOID03.
 KK2031
 KK2031;                    North         East     Units Scale Factor Converg.
 KK2031;SPC CO C     -   499,635.334   902,046.733   MT  0.99997202   -0 05 26.6
 KK2031;SPC CO C     - 1,639,220.26  2,959,464.99   sFT  0.99997202   -0 05 26.6
 KK2031;UTM  13      - 4,382,268.689   444,714.251   MT  0.99963763   -0 24 37.1
 KK2031
 KK2031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2031!SPC CO C     -   0.99932031  x   0.99997202  =   0.99929235
 KK2031!UTM  13      -   0.99932031  x   0.99963763  =   0.99895818
 KK2031
 KK2031|---------------------------------------------------------------------|
 KK2031| PID    Reference Object                     Distance      Geod. Az  |
 KK2031|                                                           dddmmss.s |
 KK2031| KK2030 EVANS                                 5.189 METERS 15913     |
 KK2031| KK1990 MT LOGAN                            APPROX.10.3 KM 1740305.1 |
 KK2031|---------------------------------------------------------------------|
 KK2031
 KK2031                          SUPERSEDED SURVEY CONTROL
 KK2031
 KK2031  NAD 83(1986)-  39 35 18.09365(N)    105 38 37.78290(W) AD(       ) 3
 KK2031  NAD 27      -  39 35 18.13197(N)    105 38 35.76748(W) AD(       ) 3
 KK2031  NGVD 29 (07/19/86) 4346.     (m)        14259.     (f) VERT ANG       
 KK2031
 KK2031.Superseded values are not recommended for survey control.
 KK2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2031.See file dsdata.txt to determine how the superseded data were derived.
 KK2031
 KK2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD4471482269(NAD 83)
 KK2031_MARKER: DD = SURVEY DISK
 KK2031_SETTING: 66 = SET IN ROCK OUTCROP
 KK2031_SP_SET: SET IN ROCK OUTCROP
 KK2031_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK2031+STABILITY: POSITION/ELEVATION WELL
 KK2031
 KK2031  HISTORY     - Date     Condition        Report By
 KK2031  HISTORY     - 1932     MONUMENTED       DMWW
 KK2031  HISTORY     - 20010905 GOOD             GEOCAC
 KK2031
 KK2031                          STATION DESCRIPTION
 KK2031
 KK2031'DESCRIBED BY DENVER MUNICIPAL WATER WORKS 1932
 KK2031'LOCATED NEAR HIGHEST POINT OF MOUNT EVANS, A WELL KNOWN PEAK IN CLEAR
 KK2031'CREEK COUNTY.
 KK2031'
 KK2031'STATION MARK--BRASS TABLET STAMPED ---D M W W EVANS 1932---, SET IN
 KK2031'FLAT ROCK, 50 FT. W. OF HIGHEST POINT.
 KK2031
 KK2031                          STATION RECOVERY (2001)
 KK2031
 KK2031'RECOVERY NOTE BY GEOCACHING 2001 (RLW)
 KK2031'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1887 ***********************************************************************
 KK1887  DESIGNATION -  EVERGREEN
 KK1887  PID         -  KK1887
 KK1887  STATE/COUNTY-  CO/JEFFERSON
 KK1887  USGS QUAD   -  CONIFER (1994)
 KK1887
 KK1887                         *CURRENT SURVEY CONTROL
 KK1887  ___________________________________________________________________
 KK1887* NAD 83(1992)-  39 37 16.94572(N)    105 19 57.74761(W)     ADJUSTED  
 KK1887* NAVD 88     -      2215.6    (meters)    7269.     (feet)  VERTCON   
 KK1887  ___________________________________________________________________
 KK1887  X           -  -1,301,312.887 (meters)                     COMP
 KK1887  Y           -  -4,746,152.106 (meters)                     COMP
 KK1887  Z           -   4,047,095.986 (meters)                     COMP
 KK1887  LAPLACE CORR-         -15.65  (seconds)                    DEFLEC99
 KK1887  ELLIP HEIGHT-        2200.67  (meters)          (12/03/02) GPS OBS
 KK1887  GEOID HEIGHT-         -14.18  (meters)                     GEOID03
 KK1887
 KK1887  HORZ ORDER  -  SECOND
 KK1887  ELLP ORDER  -  FOURTH    CLASS II
 KK1887
 KK1887.The horizontal coordinates were established by classical geodetic methods
 KK1887.and adjusted by the National Geodetic Survey in December 2002..
 KK1887
 KK1887.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1887
 KK1887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK1887
 KK1887.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1887
 KK1887.The ellipsoidal height was determined by GPS observations
 KK1887.and is referenced to NAD 83.
 KK1887
 KK1887.The geoid height was determined by GEOID03.
 KK1887
 KK1887;                    North         East     Units Scale Factor Converg.
 KK1887;SPC CO C     -   503,304.207   928,765.818   MT  0.99997709   +0 06 19.8
 KK1887;SPC CO C     - 1,651,257.22  3,047,125.85   sFT  0.99997709   +0 06 19.8
 KK1887;UTM  13      - 4,385,787.664   471,443.910   MT  0.99961004   -0 12 43.8
 KK1887
 KK1887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1887!SPC CO C     -   0.99965487  x   0.99997709  =   0.99963196
 KK1887!UTM  13      -   0.99965487  x   0.99961004  =   0.99926504
 KK1887
 KK1887|---------------------------------------------------------------------|
 KK1887| PID    Reference Object                     Distance      Geod. Az  |
 KK1887|                                                           dddmmss.s |
 KK1887| CP7988 EVERGREEN RM 1                        7.163 METERS 20017     |
 KK1887| CP7989 EVERGREEN RM 2                        6.040 METERS 27256     |
 KK1887| KK1888 EVERGREEN AZ MK OFFSET              426.627 METERS 3312311.7 |
 KK1887| KK1889 EVERGREEN AZ MK                     430.453 METERS 3312314.2 |
 KK1887|---------------------------------------------------------------------|
 KK1887
 KK1887                          SUPERSEDED SURVEY CONTROL
 KK1887
 KK1887  NAD 83(1992)-  39 37 16.95641(N)    105 19 57.78681(W) AD(       ) 2
 KK1887  ELLIP H (01/07/93) 2200.61   (m)                       GP(       ) 4 2
 KK1887  NAD 83(1986)-  39 37 16.95516(N)    105 19 57.78051(W) AD(       ) 2
 KK1887  NAD 27      -  39 37 16.99479(N)    105 19 55.80705(W) AD(       ) 2
 KK1887  NGVD 29 (01/20/89) 2214.5    (m)         7265.     (f) GPS OBS        
 KK1887
 KK1887.Superseded values are not recommended for survey control.
 KK1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1887.See file dsdata.txt to determine how the superseded data were derived.
 KK1887
 KK1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7144485788(NAD 83)
 KK1887_MARKER: DS = TRIANGULATION STATION DISK
 KK1887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK1887_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1887+STABILITY: SURFACE MOTION
 KK1887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1887+SATELLITE: SATELLITE OBSERVATIONS - 1986
 KK1887
 KK1887  HISTORY     - Date     Condition        Report By
 KK1887  HISTORY     - 1977     MONUMENTED       NGS
 KK1887  HISTORY     - 1986     GOOD             NGS
 KK1887
 KK1887                          STATION DESCRIPTION
 KK1887
 KK1887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1887'STATION IS IN THE SOUTHWEST PART OF EVERGREEN, ON PROPERTY
 KK1887'OF THE EVERGREEN METROPOLITAN RECREATION AND PARK DISTRICT
 KK1887'AND ABOUT 350 FEET WEST OF THE EVERGREEN HIGH SCHOOL.  PER-
 KK1887'MISSION WAS OBTAINED FROM DICK WOLF, OF THE PARK DISTRICT,
 KK1887'PHONE 674-6441.
 KK1887'
 KK1887'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 73
 KK1887'AND 74 IN EVERGREEN, GO SOUTH ON HIGHWAY 73 FOR 0.6 MILE TO A
 KK1887'FORK AT A TRAFFIC LIGHT.  TAKE RIGHT FORK AND GO NORTHWEST ON
 KK1887'BUFFALO PARK ROAD FOR 0.2 MILE TO A GRAVELED CROSSROAD, OLIVE
 KK1887'ROAD.  (TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE
 KK1887'WESTERLY FOR 0.3 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 KK1887'NORTHWEST FOR 0.2 MILE TO THE MARK ON THE RIGHT ABOUT 100
 KK1887'FEET BEFORE REACHING A ROAD FORK).  TURN LEFT AND GO SOUTHERLY
 KK1887'ON OLIVE ROAD FOR 0.25 MILE TO WHERE THE ROAD BEARS RIGHT
 KK1887'INTO THE SCHOOL PARKING LOT.  BEAR RIGHT AND GO WESTERLY
 KK1887'THROUGH PARKING AREA FOR 0.1 MILE TO THE NORTHEAST CORNER
 KK1887'OF A TENNIS COURT AND THE STATION.
 KK1887'
 KK1887'STATION MARK, STAMPED---EVERGREEN 1977---, IS A STANDARD DISK
 KK1887'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KK1887'THAT IS FLUSH WITH THE GROUND.  IT IS 10 FEET EAST OF THE
 KK1887'NORTHEAST CORNER OF THE TENNIS COURT.  UNDERGROUND MARK IS
 KK1887'SET IN AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 KK1887'GROUND SURFACE.
 KK1887'
 KK1887'REFERENCE MARK 1, STAMPED---EVERGREEN NO 1 1977---, IS A
 KK1887'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CURB AROUND THE
 KK1887'TENNIS COURT.  IT IS 24.2 FEET SOUTH OF THE NORTHEAST CORNER
 KK1887'OF THE TENNIS COURT.
 KK1887'
 KK1887'REFERENCE MARK 2, STAMPED---EVERGREEN NO 2 1977---IS A
 KK1887'STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CURB AROUND THE
 KK1887'TENNIS COURT.  IT IS 9.8 FEET WEST OF THE NORTHEAST CORNER OF
 KK1887'THE CURB AROUND THE TENNIS COURT AND 2.6 FEET NORTH OF A
 KK1887'FENCE.
 KK1887'
 KK1887'AZIMUTH MARK, STAMPED---EVERGREEN 1977---, IS A STANDARD DISK
 KK1887'CEMENTED IN A DRILL HOLE IN A 2 FOOT BY 4 FOOT BOULDER THAT
 KK1887'PROJECTS 6 INCHES.  IT IS 40.5 FEET WEST OF THE WEST CORNER
 KK1887'OF A BRICK CHIMNEY, 35 FEET NORTHEAST OF THE CENTER LINE OF
 KK1887'THE ROAD, 23 FEET SOUTHEAST OF A FENCE CORNER AND 7.5 FEET
 KK1887'SOUTH OF A 14 INCH PINE TREE.
 KK1887'
 KK1887'A 1/2 INCH STEEL REINFORCEMENT ROD WAS SET AT ALL SURFACE
 KK1887'MARKS.
 KK1887'HEIGHT OF LIGHT ABOVE STATION WAS 1.5 METERS.
 KK1887
 KK1887                          STATION RECOVERY (1986)
 KK1887
 KK1887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (RSC)
 KK1887'THE STATION WAS RECOVERED AT THIS DATE.
 KK1887'ALL MARKS RECOVERED IN GOOD CONDITION AND AS DESCRIBED.
 KK1887'
 KK1887'DESCRIBED BY R.S. COHEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1889 ***********************************************************************
 KK1889  DESIGNATION -  EVERGREEN AZ MK
 KK1889  PID         -  KK1889
 KK1889  STATE/COUNTY-  CO/JEFFERSON
 KK1889  USGS QUAD   -  CONIFER (1994)
 KK1889
 KK1889                         *CURRENT SURVEY CONTROL
 KK1889  ___________________________________________________________________
 KK1889* NAD 83(1992)-  39 37 29.19832(N)    105 20 06.39078(W)     ADJUSTED  
 KK1889* NAVD 88     -      2212.4    (meters)    7259.     (feet)  VERTCON   
 KK1889  ___________________________________________________________________
 KK1889  LAPLACE CORR-         -15.84  (seconds)                    DEFLEC99
 KK1889  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 KK1889
 KK1889  HORZ ORDER  -  SECOND
 KK1889
 KK1889.The horizontal coordinates were established by classical geodetic methods
 KK1889.and adjusted by the National Geodetic Survey in January 1993..
 KK1889
 KK1889.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1889
 KK1889.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1889
 KK1889.The geoid height was determined by GEOID03.
 KK1889
 KK1889;                    North         East     Units Scale Factor Converg.
 KK1889;SPC CO C     -   503,681.703   928,558.988   MT  0.99997763   +0 06 14.4
 KK1889;SPC CO C     - 1,652,495.72  3,046,447.28   sFT  0.99997763   +0 06 14.4
 KK1889;UTM  13      - 4,386,166.162   471,239.253   MT  0.99961018   -0 12 49.4
 KK1889
 KK1889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1889!SPC CO C     -   0.99965525  x   0.99997763  =   0.99963289
 KK1889!UTM  13      -   0.99965525  x   0.99961018  =   0.99926556
 KK1889
 KK1889                          SUPERSEDED SURVEY CONTROL
 KK1889
 KK1889  NAD 83(1986)-  39 37 29.19745(N)    105 20 06.38462(W) AD(       ) 2
 KK1889  NAD 27      -  39 37 29.23723(N)    105 20 04.41098(W) AD(       ) 2
 KK1889  NGVD 29 (07/19/86) 2211.3    (m)         7255.     (f) VERT ANG       
 KK1889
 KK1889.Superseded values are not recommended for survey control.
 KK1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1889.See file dsdata.txt to determine how the superseded data were derived.
 KK1889
 KK1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7123986166(NAD 83)
 KK1889_MARKER: DS = TRIANGULATION STATION DISK
 KK1889_SETTING: 80 = SET IN A BOULDER
 KK1889_SP_SET: SET IN DRILL HOLE IN A BOULDER
 KK1889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1889+STABILITY: SURFACE MOTION
 KK1889
 KK1889  HISTORY     - Date     Condition        Report By
 KK1889  HISTORY     - 1977     MONUMENTED       NGS
 KK1889
 KK1889                          STATION DESCRIPTION
 KK1889
 KK1889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1889'STATION IS IN THE SOUTHWEST PART OF EVERGREEN, 1/2 MILE
 KK1889'WEST-NORTHWEST OF THE INTERSECTION OF BUFFALO PARK ROAD AND
 KK1889'OLIVE ROAD AND ON A ROAD RIGHT-OF-WAY.
 KK1889'
 KK1889'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 73 AND 74 IN EVER-
 KK1889'GREEN, GO SOUTH ON HIGHWAY 73 FOR 0.6 MILE TO A FORK AT A TRAF-
 KK1889'FIC LIGHT.  TAKE RIGHT FORK AND GO NORTHWEST ON BUFFALO PARK
 KK1889'ROAD FOR 0.2 MILE TO A GRAVELED CROSSROAD, OLIVE ROAD.
 KK1889'CONTINUE WESTERLY FOR 0.3 MILE TO A SIDE ROAD RIGHT.  TURN
 KK1889'RIGHT AND GO NORTHWEST FOR 0.2 MILE TO STATION ON THE RIGHT.
 KK1889'
 KK1889'STATION MARK, STAMPED---EVERGREEN 1977---, IS A STANDARD
 KK1889'AZIMUTH MARK DISK
 KK1889'CEMENTED IN A DRILL HOLE IN A 2 FOOT BY 3 FOOT BOULDER THAT
 KK1889'PROJECTS 6 INCHES.  IT IS 40.5 FEET WEST OF THE WEST CORNER
 KK1889'OF A BRICK CHIMNEY, 35 FEET NORTHEAST OF THE CENTER LINE OF
 KK1889'THE ROAD, 23 FEET SOUTHEAST OF A FENCE CORNER AND 7.5 FEET
 KK1889'SOUTH OF A 14-INCH PINE TREE.
 KK1889'
 KK1889'HEIGHT OF LIGHT ABOVE STATION WAS 1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0564 ***********************************************************************
 HM0564  DESIGNATION -  EXPECTATION
 HM0564  PID         -  HM0564
 HM0564  STATE/COUNTY-  CO/LA PLATA
 HM0564  USGS QUAD   -  RICO (1975)
 HM0564
 HM0564                         *CURRENT SURVEY CONTROL
 HM0564  ___________________________________________________________________
 HM0564* NAD 83(1992)-  37 41 39.02774(N)    108 04 06.17638(W)     ADJUSTED  
 HM0564* NAVD 88     -      3680.89   (+/-2cm)   12076.4    (feet)  VERTCON   
 HM0564  ___________________________________________________________________
 HM0564  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 HM0564  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 HM0564
 HM0564  HORZ ORDER  -  THIRD
 HM0564  VERT ORDER  -  THIRD ? (See Below)
 HM0564
 HM0564.The horizontal coordinates were established by classical geodetic methods
 HM0564.and adjusted by the National Geodetic Survey in January 1993..
 HM0564
 HM0564.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0564.The vertical order pertains to the NGVD 29 superseded value.
 HM0564
 HM0564.The Laplace correction was computed from DEFLEC99 derived deflections.
 HM0564
 HM0564.The geoid height was determined by GEOID03.
 HM0564
 HM0564;                    North         East     Units Scale Factor Converg.
 HM0564;SPC CO S     -   421,950.952   687,921.120   MT  0.99994837   -1 34 31.4
 HM0564;SPC CO S     - 1,384,350.75  2,256,954.54   sFT  0.99994837   -1 34 31.4
 HM0564;UTM  12      - 4,175,929.291   758,482.126   MT  1.00042303   +1 47 36.7
 HM0564;UTM  13      - 4,176,315.799   229,456.403   MT  1.00050164   -1 52 38.2
 HM0564
 HM0564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0564!SPC CO S     -   0.99942536  x   0.99994837  =   0.99937376
 HM0564!UTM  12      -   0.99942536  x   1.00042303  =   0.99984814
 HM0564!UTM  13      -   0.99942536  x   1.00050164  =   0.99992671
 HM0564
 HM0564                          SUPERSEDED SURVEY CONTROL
 HM0564
 HM0564  NAD 83(1986)-  37 41 39.02736(N)    108 04 06.17411(W) AD(       ) 3
 HM0564  NGVD 29 (11/25/91) 3679.27   (m)        12071.1    (f) LEVELING    3  
 HM0564
 HM0564.Superseded values are not recommended for survey control.
 HM0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0564.See file dsdata.txt to determine how the superseded data were derived.
 HM0564
 HM0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG5848275929(NAD 83)
 HM0564_MARKER: DD = SURVEY DISK
 HM0564_SETTING: 80 = SET IN A BOULDER
 HM0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0564+STABILITY: SURFACE MOTION
 HM0564
 HM0564  HISTORY     - Date     Condition        Report By
 HM0564  HISTORY     - 1957     MONUMENTED       USGS
 HM0564
 HM0564                          STATION DESCRIPTION
 HM0564
 HM0564'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 HM0564'STATION IS LOCATED ABOUT 2.0 MI. (AIRLINE) W. OF RICO, COLORADO, 20
 HM0564'FT. E. AND 4 FT. LOWER THAN ROCK CAIRN ON TOP OF EXPECTATION
 HM0564'MOUNTAIN.
 HM0564'
 HM0564'STATION MARK--A STANDARD TABLET (USGS) STAMPED---12065 DUR---, SET
 HM0564'IN BOULDER FLUSH WITH GROUND.
 HM0564'
 HM0564'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0390 ***********************************************************************
 KJ0390  DESIGNATION -  EXTRA ET
 KJ0390  PID         -  KJ0390
 KJ0390  STATE/COUNTY-  CO/YUMA
 KJ0390  USGS QUAD   -  ARMEL (1980)
 KJ0390
 KJ0390                         *CURRENT SURVEY CONTROL
 KJ0390  ___________________________________________________________________
 KJ0390* NAD 83(1992)-  39 50 00.01280(N)    102 04 14.46091(W)     ADJUSTED  
 KJ0390* NAVD 88     -      1151.1    (meters)    3777.     (feet)  VERTCON   
 KJ0390  ___________________________________________________________________
 KJ0390  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 KJ0390  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 KJ0390
 KJ0390  HORZ ORDER  -  SECOND
 KJ0390
 KJ0390.The horizontal coordinates were established by classical geodetic methods
 KJ0390.and adjusted by the National Geodetic Survey in January 1993..
 KJ0390
 KJ0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0390
 KJ0390.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0390
 KJ0390.The geoid height was determined by GEOID03.
 KJ0390
 KJ0390;                    North         East     Units Scale Factor Converg.
 KJ0390;SPC CO N     -   365,991.321 1,207,876.998   MT  0.99998322   +2 12 56.9
 KJ0390;SPC CO N     - 1,200,756.53  3,962,843.12   sFT  0.99998322   +2 12 56.9
 KJ0390;SPC KS N     -   174,354.956    51,659.386   MT  1.00000849   -2 34 32.1
 KJ0390;UTM  13      - 4,413,366.136   750,672.217   MT  1.00037366   +1 52 38.5
 KJ0390;UTM  14      - 4,413,772.316   237,228.433   MT  1.00045016   -1 58 05.1
 KJ0390
 KJ0390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0390!SPC CO N     -   0.99982300  x   0.99998322  =   0.99980623
 KJ0390!SPC KS N     -   0.99982300  x   1.00000849  =   0.99983149
 KJ0390!UTM  13      -   0.99982300  x   1.00037366  =   1.00019660
 KJ0390!UTM  14      -   0.99982300  x   1.00045016  =   1.00027308
 KJ0390
 KJ0390|---------------------------------------------------------------------|
 KJ0390| PID    Reference Object                     Distance      Geod. Az  |
 KJ0390|                                                           dddmmss.s |
 KJ0390| CP7990 EXTRA ET RM 1                                      02537     |
 KJ0390| KJ0391 MOELLEN ET                          APPROX. 8.0 KM 1835741.8 |
 KJ0390| CP7991 EXTRA ET RM 2                                      26835     |
 KJ0390|---------------------------------------------------------------------|
 KJ0390
 KJ0390                          SUPERSEDED SURVEY CONTROL
 KJ0390
 KJ0390  NAD 83(1986)-  39 50 00.01173(N)    102 04 14.45979(W) AD(       ) 2
 KJ0390  NAD 27      -  39 50 00.04094(N)    102 04 12.79077(W) AD(       ) 2
 KJ0390  NGVD 29 (07/19/86) 1150.6    (m)         3775.     (f) VERT ANG       
 KJ0390
 KJ0390.Superseded values are not recommended for survey control.
 KJ0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0390.See file dsdata.txt to determine how the superseded data were derived.
 KJ0390
 KJ0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGE5067213366(NAD 83)
 KJ0390_MARKER: DD = SURVEY DISK
 KJ0390_SETTING: 0 = UNSPECIFIED SETTING
 KJ0390
 KJ0390  HISTORY     - Date     Condition        Report By
 KJ0390  HISTORY     - 1968     MONUMENTED       USGS
 KJ0390
 KJ0390                          STATION DESCRIPTION
 KJ0390
 KJ0390'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 KJ0390'THE STATION IS LOCATED NORTH 52 DEG EAST ABOUT 14.8 MILES
 KJ0390'AIRLINE FROM IDALIA, COLORADO APPROXIMATELY 300 FEET EAST OF
 KJ0390'THE SOUTHWEST CORNER OF SECTION 34, T.2S., R.42W.
 KJ0390'
 KJ0390'TO REACH FROM THE X-RDS. AT IDALIA, GO 2.0 MILES EAST ON
 KJ0390'U.S. HIGHWAY 36, THENCE 3.0 MILES NORTH, THENCE 10.25 MILES
 KJ0390'EAST ON U.S. HIGHWAY 36 TO A X-RDS., TURN LEFT AND GO 6.0 MILES
 KJ0390'NORTH ON GRAVEL ROAD TO A X-RDS., TURN RIGHT AND GO 305 FEET
 KJ0390'EAST TO THE STATION SITE ON THE LEFT.  THE STATION IS 34 FEET
 KJ0390'NORTH OF THE ROAD AND 42 FEET EAST OF A DRIVEWAY, 4 FEET NORTH
 KJ0390'OF THE NORTH ROW FENCE AND 6 FEET NORTHEAST OF A USGS WITNESS
 KJ0390'SIGN MOUNTED ON A METAL POST.
 KJ0390'
 KJ0390'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD
 KJ0390'ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN A PLASTIC PIPE,
 KJ0390'6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE
 KJ0390'TABLET IS FLUSH WITH THE GROUND AND IS STAMPED EXTRA ET 1968.
 KJ0390'
 KJ0390'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET SET
 KJ0390'IN THE SOUTHEAST CORNER OF THE FIRST STEP OF A CONCRETE STOOP OF A
 KJ0390'DESTROYED HOUSE.  THE TABLET IS 1 FOOT ABOVE THE GROUND AND IS
 KJ0390'STAMPED EXTRA ET 1968 - 1.
 KJ0390'
 KJ0390'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET
 KJ0390'CRIMPED TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET,
 KJ0390'CENTERED IN A PLASTIC PIPE, 6 INCHES IN DIAMETER, 12 INCHES LONG
 KJ0390'FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS
 KJ0390'STAMPED EXTRA ET 1968 - 2.
 KJ0390'
 KJ0390'STATION NORTHRUP 1933 IS VISIBLE FROM THE GROUND AND WILL
 KJ0390'SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0315 ***********************************************************************
 JJ0315  DESIGNATION -  F
 JJ0315  PID         -  JJ0315
 JJ0315  STATE/COUNTY-  CO/CHEYENNE
 JJ0315  USGS QUAD   -  AROYA (1978)
 JJ0315
 JJ0315                         *CURRENT SURVEY CONTROL
 JJ0315  ___________________________________________________________________
 JJ0315* NAD 83(1986)-  38 51 19.     (N)    103 08 05.     (W)     SCALED    
 JJ0315* NAVD 88     -      1391.357  (meters)    4564.81   (feet)  ADJUSTED  
 JJ0315  ___________________________________________________________________
 JJ0315  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 JJ0315  DYNAMIC HT  -        1390.014 (meters)    4560.40  (feet)  COMP
 JJ0315  MODELED GRAV-     979,614.4   (mgal)                       NAVD 88
 JJ0315
 JJ0315  VERT ORDER  -  FIRST     CLASS II
 JJ0315
 JJ0315.The horizontal coordinates were scaled from a topographic map and have
 JJ0315.an estimated accuracy of +/- 6 seconds.
 JJ0315
 JJ0315.The orthometric height was determined by differential leveling
 JJ0315.and adjusted by the National Geodetic Survey in June 1991..
 JJ0315
 JJ0315.The geoid height was determined by GEOID03.
 JJ0315
 JJ0315.The dynamic height is computed by dividing the NAVD 88
 JJ0315.geopotential number by the normal gravity value computed on the
 JJ0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0315.degrees latitude (g = 980.6199 gals.).
 JJ0315
 JJ0315.The modeled gravity was interpolated from observed gravity values.
 JJ0315
 JJ0315;                    North         East    Units  Estimated Accuracy
 JJ0315;SPC CO C     -   420,920.    1,119,680.      MT  (+/- 180 meters Scaled)
 JJ0315
 JJ0315                          SUPERSEDED SURVEY CONTROL
 JJ0315
 JJ0315  NGVD 29 (??/??/92) 1390.699  (m)         4562.65   (f) ADJ UNCH    1 2
 JJ0315
 JJ0315.Superseded values are not recommended for survey control.
 JJ0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0315.See file dsdata.txt to determine how the superseded data were derived.
 JJ0315
 JJ0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD618023(NAD 83)
 JJ0315_MARKER: Q = CHISELED SQUARE
 JJ0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0315_SP_SET: GRANITE POST
 JJ0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0315+STABILITY: SURFACE MOTION
 JJ0315
 JJ0315  HISTORY     - Date     Condition        Report By
 JJ0315  HISTORY     - UNK      MONUMENTED       CGS
 JJ0315  HISTORY     - 1938     GOOD             NGS
 JJ0315  HISTORY     - 1974     MARK NOT FOUND   USGS
 JJ0315
 JJ0315                          STATION DESCRIPTION
 JJ0315
 JJ0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JJ0315'AT AROYA.
 JJ0315'AT AROYA, CHEYENNE COUNTY, ON THE UNION PACIFIC RAILROAD, 100
 JJ0315'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 JJ0315'STATION, 50 FEET SOUTH OF OLD U.S. HIGHWAY 40 S, 4 FEET EAST OF
 JJ0315'THE EAST WALL OF THE SECTIONHOUSE, AND 9-1/2 FEET NORTH OF THE
 JJ0315'SOUTHEAST CORNER OF THE HOUSE.  THE BOTTOM OF A CHISELED SQUARE,
 JJ0315'SURROUNDED BY THE LETTERS USBM CUT ON THE TOP OF A GRANITE POST
 JJ0315'PROJECTING 8 INCHES ABOVE GROUND.
 JJ0315
 JJ0315                          STATION RECOVERY (1974)
 JJ0315
 JJ0315'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0388 ***********************************************************************
 JL0388  DESIGNATION -  F 10
 JL0388  PID         -  JL0388
 JL0388  STATE/COUNTY-  CO/MONTROSE
 JL0388  USGS QUAD   -  MONTROSE WEST (1983)
 JL0388
 JL0388                         *CURRENT SURVEY CONTROL
 JL0388  ___________________________________________________________________
 JL0388* NAD 83(1986)-  38 28 41.     (N)    107 52 47.     (W)     SCALED    
 JL0388* NAVD 88     -      1767.652  (meters)    5799.37   (feet)  ADJUSTED  
 JL0388  ___________________________________________________________________
 JL0388  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 JL0388  DYNAMIC HT  -        1765.704 (meters)    5792.98  (feet)  COMP
 JL0388  MODELED GRAV-     979,464.7   (mgal)                       NAVD 88
 JL0388
 JL0388  VERT ORDER  -  FIRST     CLASS II
 JL0388
 JL0388.The horizontal coordinates were scaled from a topographic map and have
 JL0388.an estimated accuracy of +/- 6 seconds.
 JL0388
 JL0388.The orthometric height was determined by differential leveling
 JL0388.and adjusted by the National Geodetic Survey in June 1991..
 JL0388.WARNING-Repeat measurements at this control monument indicate possible
 JL0388.vertical movement.
 JL0388
 JL0388.The geoid height was determined by GEOID03.
 JL0388
 JL0388.The dynamic height is computed by dividing the NAVD 88
 JL0388.geopotential number by the normal gravity value computed on the
 JL0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0388.degrees latitude (g = 980.6199 gals.).
 JL0388
 JL0388.The modeled gravity was interpolated from observed gravity values.
 JL0388
 JL0388;                    North         East    Units  Estimated Accuracy
 JL0388;SPC CO S     -   508,490.      706,770.      MT  (+/- 180 meters Scaled)
 JL0388
 JL0388                          SUPERSEDED SURVEY CONTROL
 JL0388
 JL0388  NGVD 29 (??/??/92) 1766.431  (m)         5795.37   (f) ADJ UNCH    1 2
 JL0388
 JL0388.Superseded values are not recommended for survey control.
 JL0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0388.See file dsdata.txt to determine how the superseded data were derived.
 JL0388
 JL0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC487627(NAD 83)
 JL0388_MARKER: DB = BENCH MARK DISK
 JL0388_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JL0388+WITH SETTING: PAVEMENT
 JL0388_STAMPING: 5795.366 F 10 1926
 JL0388_MARK LOGO: CGS   
 JL0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0388+STABILITY: SURFACE MOTION
 JL0388
 JL0388  HISTORY     - Date     Condition        Report By
 JL0388  HISTORY     - 1926     MONUMENTED       CGS
 JL0388  HISTORY     - 1955     GOOD             NGS
 JL0388  HISTORY     - 1974     GOOD             NGS
 JL0388  HISTORY     - 1984     GOOD             NGS
 JL0388  HISTORY     - 20030621 GOOD             USPSQD
 JL0388
 JL0388                          STATION DESCRIPTION
 JL0388
 JL0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JL0388'IN MONTROSE.
 JL0388'AT MONTROSE, MONTROSE COUNTY, IN THE CONCRETE PLATFORM OF THE DENVER
 JL0388'AND RIO GRANDE WESTERN RAILROAD STATION, 70 FEET NORTHEAST OF THE
 JL0388'CENTERLINE OF THE MAIN-LINE TRACK, 27 FEET SOUTHEAST OF THE CENTER OF
 JL0388'THE BAGGAGE-ROOM DOOR, 5 FEET NORTHWEST OF THE CENTER OF THE ENTRANCE
 JL0388'TO THE MENS WAITING ROOM, AND 0.3 FOOT SOUTHWEST OF THE SOUTHWEST WALL
 JL0388'OF THE STATION.  A STANDARD DISK, STAMPED 5795.366 F 10 1926. NOTE--
 JL0388'CHECK RUN SHOWS EITHER THIS MARK OR 5794.134 (USGS) HAS MOVED ABOUT 5
 JL0388'MILLIMETERS.
 JL0388
 JL0388                          STATION RECOVERY (1974)
 JL0388
 JL0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JL0388'RECOVERED IN GOOD CONDITION.
 JL0388
 JL0388                          STATION RECOVERY (1984)
 JL0388
 JL0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0388'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN MONTROSE,
 JL0388'AT 11 SOUTH MAIN STREET, IN THE CENTER OF THE NORTHEAST END OF THE
 JL0388'CONCRETE PLATFORM OF THE DEPOT MUSEUM (THE OLD RAILROAD STATION), 17.2
 JL0388'M (56.4 FT) NORTHWEST OF THE SOUTHEAST CORNER OF THE MUSEUM, 14.9
 JL0388'(48.9 FT) SOUTHEAST OF THE NORTHWEST CORNER OF THE MUSEUM, AND 0.1 M
 JL0388'(0.3 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE MUSEUM.
 JL0388'THE MARK IS ABOVE LEVEL WITH THE PLATFORM.
 JL0388
 JL0388                          STATION RECOVERY (2003)
 JL0388
 JL0388'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 JL0388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0031 ***********************************************************************
 KJ0031  DESIGNATION -  F 100
 KJ0031  PID         -  KJ0031
 KJ0031  STATE/COUNTY-  CO/YUMA
 KJ0031  USGS QUAD   -  HALE PONDS (1971)
 KJ0031
 KJ0031                         *CURRENT SURVEY CONTROL
 KJ0031  ___________________________________________________________________
 KJ0031* NAD 83(1986)-  39 44 47.     (N)    102 06 22.     (W)     SCALED    
 KJ0031* NAVD 88     -      1145.717  (meters)    3758.91   (feet)  ADJUSTED  
 KJ0031  ___________________________________________________________________
 KJ0031  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 KJ0031  DYNAMIC HT  -        1144.794 (meters)    3755.88  (feet)  COMP
 KJ0031  MODELED GRAV-     979,781.3   (mgal)                       NAVD 88
 KJ0031
 KJ0031  VERT ORDER  -  SECOND    CLASS 0
 KJ0031
 KJ0031.The horizontal coordinates were scaled from a topographic map and have
 KJ0031.an estimated accuracy of +/- 6 seconds.
 KJ0031
 KJ0031.The orthometric height was determined by differential leveling
 KJ0031.and adjusted by the National Geodetic Survey in June 1991..
 KJ0031
 KJ0031.The geoid height was determined by GEOID03.
 KJ0031
 KJ0031.The dynamic height is computed by dividing the NAVD 88
 KJ0031.geopotential number by the normal gravity value computed on the
 KJ0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0031.degrees latitude (g = 980.6199 gals.).
 KJ0031
 KJ0031.The modeled gravity was interpolated from observed gravity values.
 KJ0031
 KJ0031;                    North         East    Units  Estimated Accuracy
 KJ0031;SPC CO N     -   356,230.    1,205,220.      MT  (+/- 180 meters Scaled)
 KJ0031
 KJ0031                          SUPERSEDED SURVEY CONTROL
 KJ0031
 KJ0031  NGVD 29 (??/??/92) 1145.241  (m)         3757.34   (f) ADJ UNCH    2 0
 KJ0031
 KJ0031.Superseded values are not recommended for survey control.
 KJ0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0031.See file dsdata.txt to determine how the superseded data were derived.
 KJ0031
 KJ0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGE479036(NAD 83)
 KJ0031_MARKER: DB = BENCH MARK DISK
 KJ0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0031_STAMPING: F 100 1935
 KJ0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0031+STABILITY: SURFACE MOTION
 KJ0031
 KJ0031  HISTORY     - Date     Condition        Report By
 KJ0031  HISTORY     - 1935     MONUMENTED       CGS
 KJ0031  HISTORY     - 1949     GOOD             USGS
 KJ0031  HISTORY     - 1971     MARK NOT FOUND   USGS
 KJ0031
 KJ0031                          STATION DESCRIPTION
 KJ0031
 KJ0031'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 KJ0031'3.2 MI SW FROM WEST GURNEY.
 KJ0031'IDALIA, YUMA CO., COLORADO. 3 MILES NORTH AND 10 MILES EAST OF, 2
 KJ0031'MILES EAST OF JUNCTION US HWY. 36 AND STATE HWY. 53 SOUTH TO
 KJ0031'HALE, COLORADO, TPS. 3-4-S R42W., COR. SECS. 5-6-31-32, 84 FT.
 KJ0031'NORTH AND 44 FT. WEST OF CENTERLINE OF X-ROADS, 25 FT. NORTH AND 3
 KJ0031'FT. WEST OF FENCE CORNER.  IN A CONCRETE POST A STD. USC AND GS
 KJ0031'DISK STAMPED F 100 1935.
 KJ0031
 KJ0031                          STATION RECOVERY (1971)
 KJ0031
 KJ0031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 KJ0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0207 ***********************************************************************
 LK0207  DESIGNATION -  F 102
 LK0207  PID         -  LK0207
 LK0207  STATE/COUNTY-  CO/PHILLIPS
 LK0207  USGS QUAD   -  STERLING NORTH (1951)
 LK0207
 LK0207                         *CURRENT SURVEY CONTROL
 LK0207  ___________________________________________________________________
 LK0207* NAD 83(1986)-  40 37 55.     (N)    103 10 31.     (W)     SCALED    
 LK0207* NAVD 88     -      1197.091  (meters)    3927.46   (feet)  ADJUSTED  
 LK0207  ___________________________________________________________________
 LK0207  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 LK0207  DYNAMIC HT  -        1196.220 (meters)    3924.60  (feet)  COMP
 LK0207  MODELED GRAV-     979,856.0   (mgal)                       NAVD 88
 LK0207
 LK0207  VERT ORDER  -  SECOND    CLASS 0
 LK0207
 LK0207.The horizontal coordinates were scaled from a topographic map and have
 LK0207.an estimated accuracy of +/- 6 seconds.
 LK0207
 LK0207.The orthometric height was determined by differential leveling
 LK0207.and adjusted by the National Geodetic Survey in June 1991..
 LK0207
 LK0207.The geoid height was determined by GEOID03.
 LK0207
 LK0207.The dynamic height is computed by dividing the NAVD 88
 LK0207.geopotential number by the normal gravity value computed on the
 LK0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0207.degrees latitude (g = 980.6199 gals.).
 LK0207
 LK0207.The modeled gravity was interpolated from observed gravity values.
 LK0207
 LK0207;                    North         East    Units  Estimated Accuracy
 LK0207;SPC CO N     -   451,570.    1,111,050.      MT  (+/- 180 meters Scaled)
 LK0207
 LK0207                          SUPERSEDED SURVEY CONTROL
 LK0207
 LK0207  NGVD 29 (??/??/92) 1196.563  (m)         3925.72   (f) ADJ UNCH    2 0
 LK0207
 LK0207.Superseded values are not recommended for survey control.
 LK0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0207.See file dsdata.txt to determine how the superseded data were derived.
 LK0207
 LK0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE543995(NAD 83)
 LK0207_MARKER: DB = BENCH MARK DISK
 LK0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0207_STAMPING: F 102 1935
 LK0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0207+STABILITY: SURFACE MOTION
 LK0207
 LK0207  HISTORY     - Date     Condition        Report By
 LK0207  HISTORY     - 1935     MONUMENTED       CGS
 LK0207  HISTORY     - 1938     GOOD             NGS
 LK0207
 LK0207                          STATION DESCRIPTION
 LK0207
 LK0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 LK0207'1.5 MI E FROM STERLING.
 LK0207'ALONG THE C. B. AND Q. RAILROAD, 1.5 MILES EAST OF STERLING, 0.5
 LK0207'OF A MILE WEST OF A WATER TOWER, 0.2 OF A MILE SOUTHWEST OF A FARM
 LK0207'HOUSE, 3/4 POLE EAST OF MILEPOLE 228, 85 FEET NORTH OF THE CENTER
 LK0207'OF THE TRACK, 35 FEET EAST OF THE CENTER OF A NORTH-SOUTH ROAD, 1
 LK0207'1/2 FEET SOUTH AND 1 FOOT WEST OF A FENCE CORNER.  SET HORIZONTAL IN
 LK0207'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0163 ***********************************************************************
 LK0163  DESIGNATION -  F 103
 LK0163  PID         -  LK0163
 LK0163  STATE/COUNTY-  CO/LOGAN
 LK0163  USGS QUAD   -  HAXTUN WEST (1980)
 LK0163
 LK0163                         *CURRENT SURVEY CONTROL
 LK0163  ___________________________________________________________________
 LK0163* NAD 83(1986)-  40 38 32.     (N)    102 38 46.     (W)     SCALED    
 LK0163* NAVD 88     -      1236.585  (meters)    4057.03   (feet)  ADJUSTED  
 LK0163  ___________________________________________________________________
 LK0163  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 LK0163  DYNAMIC HT  -        1235.682 (meters)    4054.07  (feet)  COMP
 LK0163  MODELED GRAV-     979,851.1   (mgal)                       NAVD 88
 LK0163
 LK0163  VERT ORDER  -  SECOND    CLASS 0
 LK0163
 LK0163.The horizontal coordinates were scaled from a topographic map and have
 LK0163.an estimated accuracy of +/- 6 seconds.
 LK0163
 LK0163.The orthometric height was determined by differential leveling
 LK0163.and adjusted by the National Geodetic Survey in June 1991..
 LK0163
 LK0163.The geoid height was determined by GEOID03.
 LK0163
 LK0163.The dynamic height is computed by dividing the NAVD 88
 LK0163.geopotential number by the normal gravity value computed on the
 LK0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0163.degrees latitude (g = 980.6199 gals.).
 LK0163
 LK0163.The modeled gravity was interpolated from observed gravity values.
 LK0163
 LK0163;                    North         East    Units  Estimated Accuracy
 LK0163;SPC CO N     -   454,020.    1,155,760.      MT  (+/- 180 meters Scaled)
 LK0163
 LK0163                          SUPERSEDED SURVEY CONTROL
 LK0163
 LK0163  NGVD 29 (??/??/92) 1236.059  (m)         4055.30   (f) ADJ UNCH    2 0
 LK0163
 LK0163.Superseded values are not recommended for survey control.
 LK0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0163.See file dsdata.txt to determine how the superseded data were derived.
 LK0163
 LK0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF990017(NAD 83)
 LK0163_MARKER: DB = BENCH MARK DISK
 LK0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0163_STAMPING: F 103 1935
 LK0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0163+STABILITY: SURFACE MOTION
 LK0163
 LK0163  HISTORY     - Date     Condition        Report By
 LK0163  HISTORY     - 1935     MONUMENTED       CGS
 LK0163  HISTORY     - 1938     GOOD             NGS
 LK0163
 LK0163                          STATION DESCRIPTION
 LK0163
 LK0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 LK0163'0.9 MI W FROM HAXTUN.
 LK0163'0.9 MI. W. ALONG THE C.B.Q. RR. FROM HAXTUN, 1.6 MI. E. OF THE
 LK0163'PHILLIPS, LOGAN, COUNTY LINE, 250 FEET S. E. OF A SMALL RANCH HOUSE,
 LK0163'45 FEET W. OF THE CENTERLINE OF A N. AND S. ROAD CROSSING TRACKS.,
 LK0163'70 FEET N. OF CENTERLINE OF U.S. HWY. NO. 6, AND 50 FEET S. OF
 LK0163'CENTERLINE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0713 ***********************************************************************
 LL0713  DESIGNATION -  F 105 RESET
 LL0713  PID         -  LL0713
 LL0713  STATE/COUNTY-  CO/LARIMER
 LL0713  USGS QUAD   -  LOVELAND (1984)
 LL0713
 LL0713                         *CURRENT SURVEY CONTROL
 LL0713  ___________________________________________________________________
 LL0713* NAD 83(1986)-  40 28 48.     (N)    105 04 38.     (W)     SCALED    
 LL0713* NAVD 88     -      1532.44   (meters)    5027.7    (feet)  RESET     
 LL0713  ___________________________________________________________________
 LL0713  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 LL0713
 LL0713  VERT ORDER  -  THIRD
 LL0713
 LL0713.The horizontal coordinates were scaled from a topographic map and have
 LL0713.an estimated accuracy of +/- 6 seconds.
 LL0713
 LL0713.The orthometric height was computed from unverified reset data.
 LL0713.No vertical observational check was made to the station.
 LL0713
 LL0713.The geoid height was determined by GEOID03.
 LL0713
 LL0713;                    North         East    Units  Estimated Accuracy
 LL0713;SPC CO N     -   432,200.      950,250.      MT  (+/- 180 meters Scaled)
 LL0713
 LL0713                          SUPERSEDED SURVEY CONTROL
 LL0713
 LL0713  NGVD 29 (??/??/??) 1531.42   (m)         5024.3    (f) RESET       3  
 LL0713
 LL0713.Superseded values are not recommended for survey control.
 LL0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0713.See file dsdata.txt to determine how the superseded data were derived.
 LL0713
 LL0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE934810(NAD 83)
 LL0713_MARKER: DB = BENCH MARK DISK
 LL0713_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0713_SP_SET: CULVERT
 LL0713_STAMPING: F 105 RESET 1958
 LL0713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0713
 LL0713  HISTORY     - Date     Condition        Report By
 LL0713  HISTORY     - 1958     MONUMENTED       CODH
 LL0713  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0713  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0713
 LL0713                          STATION DESCRIPTION
 LL0713
 LL0713'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1958
 LL0713'6.2 MI S FROM FORT COLLINS.
 LL0713'29 FEET WEST OF THE ORIGINAL MARK WHICH IS DESCRIBED AS FOLLOWS--
 LL0713'6.25 MILES SOUTH ALONG U.S. HIGHWAYS 87 AND 287 FROM THE SOUTH
 LL0713'MAIN ENTRANCE TO COLORADO A AND M COLLEGE AT FORT COLLINS, AT A
 LL0713'JUNCTION WITH A GRAVELED ROAD LEADING EAST, 25 FEET WEST OF THE
 LL0713'CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE
 LL0713'WEST HEADWALL OF A 6 X 6 FOOT CONCRETE CULVERT.
 LL0713
 LL0713                          STATION RECOVERY (1984)
 LL0713
 LL0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0713'NO LONGER A HEADWALL AT THIS LOCATION.
 LL0713
 LL0713                          STATION RECOVERY (1984)
 LL0713
 LL0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0713'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0024 ***********************************************************************
 JM0024  DESIGNATION -  F 11
 JM0024  PID         -  JM0024
 JM0024  STATE/COUNTY-  CO/MESA
 JM0024  USGS QUAD   -  TRIANGLE MESA (1969)
 JM0024
 JM0024                         *CURRENT SURVEY CONTROL
 JM0024  ___________________________________________________________________
 JM0024* NAD 83(1986)-  38 52 10.     (N)    108 25 05.     (W)     SCALED    
 JM0024* NAVD 88     -      1432.664  (meters)    4700.33   (feet)  POSTED    
 JM0024  ___________________________________________________________________
 JM0024  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 JM0024  DYNAMIC HT  -        1431.240 (meters)    4695.66  (feet)  COMP
 JM0024  MODELED GRAV-     979,586.6   (mgal)                       NAVD 88
 JM0024
 JM0024  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JM0024
 JM0024.The horizontal coordinates were scaled from a topographic map and have
 JM0024.an estimated accuracy of +/- 6 seconds.
 JM0024
 JM0024.The orthometric height was determined by differential leveling
 JM0024.and adjusted by the National Geodetic Survey in 1992..
 JM0024.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JM0024.rate of 0.0 thru 1.0 mm/km.
 JM0024
 JM0024.The geoid height was determined by GEOID03.
 JM0024
 JM0024.The dynamic height is computed by dividing the NAVD 88
 JM0024.geopotential number by the normal gravity value computed on the
 JM0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0024.degrees latitude (g = 980.6199 gals.).
 JM0024
 JM0024.The modeled gravity was interpolated from observed gravity values.
 JM0024
 JM0024;                    North         East    Units  Estimated Accuracy
 JM0024;SPC CO C     -   423,880.      661,220.      MT  (+/- 180 meters Scaled)
 JM0024
 JM0024                          SUPERSEDED SURVEY CONTROL
 JM0024
 JM0024  NGVD 29 (??/??/92) 1431.604  (m)         4696.85   (f) ADJ UNCH    1 2
 JM0024
 JM0024.Superseded values are not recommended for survey control.
 JM0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0024.See file dsdata.txt to determine how the superseded data were derived.
 JM0024
 JM0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ240054(NAD 83)
 JM0024_MARKER: DB = BENCH MARK DISK
 JM0024_SETTING: 66 = SET IN ROCK OUTCROP
 JM0024_SP_SET: SANDSTONE ROCK
 JM0024_STAMPING: 4696.854 F 11 1926
 JM0024_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0024+STABILITY: POSITION/ELEVATION WELL
 JM0024
 JM0024  HISTORY     - Date     Condition        Report By
 JM0024  HISTORY     - 1926     MONUMENTED       CGS
 JM0024
 JM0024                          STATION DESCRIPTION
 JM0024
 JM0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 JM0024'9.9 MI SE FROM WHITEWATER.
 JM0024'9.9 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JM0024'FROM THE STATION AT WHITEWATER, MESA COUNTY, 630 FEET EAST OF MILEPOST
 JM0024'D-402, 40 FEET SOUTH OF THE TRACK, 1 FOOT LOWER THAN THE TRACK, AND IN
 JM0024'RED SANDSTONE ROCK PROJECTING ABOUT 2 FEET ABOVE GROUND. A STANDARD
 JM0024'DISK, STAMPED 4696.854 F 11 1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0278 ***********************************************************************
 JK0278  DESIGNATION -  F 110
 JK0278  PID         -  JK0278
 JK0278  STATE/COUNTY-  CO/EL PASO
 JK0278  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK0278
 JK0278                         *CURRENT SURVEY CONTROL
 JK0278  ___________________________________________________________________
 JK0278* NAD 83(1986)-  38 45 28.     (N)    104 48 42.     (W)     SCALED    
 JK0278* NAVD 88     -      1813.614  (meters)    5950.17   (feet)  ADJUSTED  
 JK0278  ___________________________________________________________________
 JK0278  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 JK0278  DYNAMIC HT  -        1811.639 (meters)    5943.69  (feet)  COMP
 JK0278  MODELED GRAV-     979,475.4   (mgal)                       NAVD 88
 JK0278
 JK0278  VERT ORDER  -  SECOND    CLASS 0
 JK0278
 JK0278.The horizontal coordinates were scaled from a topographic map and have
 JK0278.an estimated accuracy of +/- 6 seconds.
 JK0278
 JK0278.The orthometric height was determined by differential leveling
 JK0278.and adjusted by the National Geodetic Survey in June 1991..
 JK0278
 JK0278.The geoid height was determined by GEOID03.
 JK0278
 JK0278.The dynamic height is computed by dividing the NAVD 88
 JK0278.geopotential number by the normal gravity value computed on the
 JK0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0278.degrees latitude (g = 980.6199 gals.).
 JK0278
 JK0278.The modeled gravity was interpolated from observed gravity values.
 JK0278
 JK0278;                    North         East    Units  Estimated Accuracy
 JK0278;SPC CO C     -   407,650.      974,230.      MT  (+/- 180 meters Scaled)
 JK0278
 JK0278                          SUPERSEDED SURVEY CONTROL
 JK0278
 JK0278  NGVD 29 (??/??/92) 1812.561  (m)         5946.71   (f) ADJ UNCH    2 0
 JK0278
 JK0278.Superseded values are not recommended for survey control.
 JK0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0278.See file dsdata.txt to determine how the superseded data were derived.
 JK0278
 JK0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC163899(NAD 83)
 JK0278_MARKER: DB = BENCH MARK DISK
 JK0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0278_STAMPING: F 110 1935
 JK0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0278+STABILITY: SURFACE MOTION
 JK0278
 JK0278  HISTORY     - Date     Condition        Report By
 JK0278  HISTORY     - 1935     MONUMENTED       CGS
 JK0278  HISTORY     - 1975     MARK NOT FOUND   LOCENG
 JK0278
 JK0278                          STATION DESCRIPTION
 JK0278
 JK0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JK0278'5.6 MI S FROM COLORADO SPRINGS.
 JK0278'5.6 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 JK0278'COLORADO SPRINGS, THENCE 3.1 MILES SOUTH ALONG STATE HIGHWAY 115,
 JK0278'165 FEET SOUTH OF A 36-INCH GALVANIZED IRON CULVERT, 27 FEET EAST
 JK0278'OF THE CENTERLINE OF THE HIGHWAY, 26 FEET NORTH OF A POLE, AND 1
 JK0278'FOOT WEST OF A FENCE.  A STANDARD DISK, STAMPED F 110 1935 AND SET
 JK0278'IN THE TOP OF A CONCRETE POST.
 JK0278
 JK0278                          STATION RECOVERY (1975)
 JK0278
 JK0278'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 JK0278'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0004 ***********************************************************************
 JJ0004  DESIGNATION -  F 12
 JJ0004  PID         -  JJ0004
 JJ0004  STATE/COUNTY-  CO/CHEYENNE
 JJ0004  USGS QUAD   -  CHEYENNE WELLS (1982)
 JJ0004
 JJ0004                         *CURRENT SURVEY CONTROL
 JJ0004  ___________________________________________________________________
 JJ0004* NAD 83(1986)-  38 49 23.     (N)    102 21 03.     (W)     SCALED    
 JJ0004* NAVD 88     -      1311.842  (meters)    4303.94   (feet)  ADJUSTED  
 JJ0004  ___________________________________________________________________
 JJ0004  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 JJ0004  DYNAMIC HT  -        1310.639 (meters)    4299.99  (feet)  COMP
 JJ0004  MODELED GRAV-     979,665.5   (mgal)                       NAVD 88
 JJ0004
 JJ0004  VERT ORDER  -  FIRST     CLASS II
 JJ0004
 JJ0004.The horizontal coordinates were scaled from a topographic map and have
 JJ0004.an estimated accuracy of +/- 6 seconds.
 JJ0004
 JJ0004.The orthometric height was determined by differential leveling
 JJ0004.and adjusted by the National Geodetic Survey in June 1991..
 JJ0004
 JJ0004.The geoid height was determined by GEOID03.
 JJ0004
 JJ0004.The dynamic height is computed by dividing the NAVD 88
 JJ0004.geopotential number by the normal gravity value computed on the
 JJ0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0004.degrees latitude (g = 980.6199 gals.).
 JJ0004
 JJ0004.The modeled gravity was interpolated from observed gravity values.
 JJ0004
 JJ0004;                    North         East    Units  Estimated Accuracy
 JJ0004;SPC CO C     -   419,410.    1,187,810.      MT  (+/- 180 meters Scaled)
 JJ0004
 JJ0004                          SUPERSEDED SURVEY CONTROL
 JJ0004
 JJ0004  NGVD 29 (??/??/92) 1311.317  (m)         4302.21   (f) ADJ UNCH    1 2
 JJ0004
 JJ0004.Superseded values are not recommended for survey control.
 JJ0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0004.See file dsdata.txt to determine how the superseded data were derived.
 JJ0004
 JJ0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD299004(NAD 83)
 JJ0004_MARKER: Q = CHISELED SQUARE
 JJ0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0004+STABILITY: SURFACE MOTION
 JJ0004
 JJ0004  HISTORY     - Date     Condition        Report By
 JJ0004  HISTORY     - UNK      MONUMENTED       CGS
 JJ0004  HISTORY     - 1952     GOOD             NGS
 JJ0004
 JJ0004                          STATION DESCRIPTION
 JJ0004
 JJ0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JJ0004'AT CHEYENNE WELLS.
 JJ0004'AT CHEYENNE WELLS, 0.2 MILE NORTHWEST OF THE COURTHOUSE, 186 FEET
 JJ0004'NORTHEAST OF THE NORTHEAST STEEL LEG OF THE CITY WATER TOWER, 85.3
 JJ0004'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A STUCCO HOUSE, 37.3
 JJ0004'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK HOUSE,
 JJ0004'92 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST DIRT STREET,
 JJ0004'1.8 FEET EAST OF A WITNESS POST, 0.6 FOOT BELOW THE TOP OF THE GROUND,
 JJ0004'A SQUARE HOLE IN THE TOP OF A STONE POST WHICH HAS THE LETTERS
 JJ0004'U.S.C. AND G.S. 1906 CHISELED IN ITS TOP.  THIS MARK WAS NOT LEVELED
 JJ0004'OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0063 ***********************************************************************
 KJ0063  DESIGNATION -  F 13 RESET
 KJ0063  PID         -  KJ0063
 KJ0063  STATE/COUNTY-  CO/KIT CARSON
 KJ0063  USGS QUAD   -  BURLINGTON NE (1969)
 KJ0063
 KJ0063                         *CURRENT SURVEY CONTROL
 KJ0063  ___________________________________________________________________
 KJ0063* NAD 83(1986)-  39 24 09.     (N)    102 15 33.     (W)     SCALED    
 KJ0063* NAVD 88     -      1236.601  (meters)    4057.08   (feet)  ADJUSTED  
 KJ0063  ___________________________________________________________________
 KJ0063  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 KJ0063  DYNAMIC HT  -        1235.543 (meters)    4053.61  (feet)  COMP
 KJ0063  MODELED GRAV-     979,728.6   (mgal)                       NAVD 88
 KJ0063
 KJ0063  VERT ORDER  -  FIRST     CLASS II
 KJ0063
 KJ0063.The horizontal coordinates were scaled from a topographic map and have
 KJ0063.an estimated accuracy of +/- 6 seconds.
 KJ0063
 KJ0063.The orthometric height was determined by differential leveling
 KJ0063.and adjusted by the National Geodetic Survey in June 1991..
 KJ0063
 KJ0063.The geoid height was determined by GEOID03.
 KJ0063
 KJ0063.The dynamic height is computed by dividing the NAVD 88
 KJ0063.geopotential number by the normal gravity value computed on the
 KJ0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0063.degrees latitude (g = 980.6199 gals.).
 KJ0063
 KJ0063.The modeled gravity was interpolated from observed gravity values.
 KJ0063
 KJ0063;                    North         East    Units  Estimated Accuracy
 KJ0063;SPC CO C     -   483,970.    1,193,470.      MT  (+/- 180 meters Scaled)
 KJ0063
 KJ0063                          SUPERSEDED SURVEY CONTROL
 KJ0063
 KJ0063  NGVD 29 (??/??/92) 1236.092  (m)         4055.41   (f) ADJ UNCH    1 2
 KJ0063
 KJ0063.Superseded values are not recommended for survey control.
 KJ0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0063.See file dsdata.txt to determine how the superseded data were derived.
 KJ0063
 KJ0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD360650(NAD 83)
 KJ0063_MARKER: DB = BENCH MARK DISK
 KJ0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0063_STAMPING: 4055.418 F 13 1926 RESET
 KJ0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0063+STABILITY: SURFACE MOTION
 KJ0063
 KJ0063  HISTORY     - Date     Condition        Report By
 KJ0063  HISTORY     - 1926     MONUMENTED       CGS
 KJ0063  HISTORY     - 1941     GOOD             NGS
 KJ0063
 KJ0063                          STATION DESCRIPTION
 KJ0063
 KJ0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 KJ0063'7.5 MI N FROM BURLINGTON.
 KJ0063'7.5 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE COUNTY COURTHOUSE
 KJ0063'AT BURLINGTON, AT THE NORTHEAST CORNER OF SECTION 31, T 7 S, R 43 W,
 KJ0063'AT HIGHWAY STATION 625+46, 60 FEET SOUTHEAST OF THE CENTER OF
 KJ0063'THE INTERSECTION OF AN EAST-AND-WEST SECTION-LINE ROAD, 54 FEET
 KJ0063'EAST  OF THE CENTERLINE OF THE HIGHWAY, 26 FEET SOUTH OF THE
 KJ0063'CENTERLINE OF THE ROAD, 3 FEET NORTH OF A FENCE CORNER, 2 FEET
 KJ0063'NORTH OF THE FENCE, 2.5 FEET EAST OF A WHITE WOODEN WITNESS POST,
 KJ0063'AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 KJ0063'4055.418 F 13 1926 RESET AND SET IN THE TOP OF A CONCRETE POST
 KJ0063'PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0101 ***********************************************************************
 LM0101  DESIGNATION -  F 131
 LM0101  PID         -  LM0101
 LM0101  STATE/COUNTY-  CO/JACKSON
 LM0101  USGS QUAD   -  NORTHGATE (1950)
 LM0101
 LM0101                         *CURRENT SURVEY CONTROL
 LM0101  ___________________________________________________________________
 LM0101* NAD 83(1986)-  40 55 19.     (N)    106 18 48.     (W)     SCALED    
 LM0101* NAVD 88     -      2453.345  (meters)    8049.02   (feet)  ADJUSTED  
 LM0101  ___________________________________________________________________
 LM0101  GEOID HEIGHT-         -11.39  (meters)                     GEOID03
 LM0101  DYNAMIC HT  -        2450.873 (meters)    8040.91  (feet)  COMP
 LM0101  MODELED GRAV-     979,528.0   (mgal)                       NAVD 88
 LM0101
 LM0101  VERT ORDER  -  FIRST     CLASS II
 LM0101
 LM0101.The horizontal coordinates were scaled from a topographic map and have
 LM0101.an estimated accuracy of +/- 6 seconds.
 LM0101
 LM0101.The orthometric height was determined by differential leveling
 LM0101.and adjusted by the National Geodetic Survey in June 1991..
 LM0101
 LM0101.The geoid height was determined by GEOID03.
 LM0101
 LM0101.The dynamic height is computed by dividing the NAVD 88
 LM0101.geopotential number by the normal gravity value computed on the
 LM0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0101.degrees latitude (g = 980.6199 gals.).
 LM0101
 LM0101.The modeled gravity was interpolated from observed gravity values.
 LM0101
 LM0101;                    North         East    Units  Estimated Accuracy
 LM0101;SPC CO N     -   481,510.      845,890.      MT  (+/- 180 meters Scaled)
 LM0101
 LM0101                          SUPERSEDED SURVEY CONTROL
 LM0101
 LM0101  NGVD 29 (??/??/92) 2452.017  (m)         8044.66   (f) ADJ UNCH    1 2
 LM0101
 LM0101.Superseded values are not recommended for survey control.
 LM0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0101.See file dsdata.txt to determine how the superseded data were derived.
 LM0101
 LM0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF894309(NAD 83)
 LM0101_MARKER: DB = BENCH MARK DISK
 LM0101_SETTING: 80 = SET IN A BOULDER
 LM0101_SP_SET: BOULDER
 LM0101_STAMPING: F 131 1934
 LM0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0101+STABILITY: SURFACE MOTION
 LM0101
 LM0101  HISTORY     - Date     Condition        Report By
 LM0101  HISTORY     - 1934     MONUMENTED       CGS
 LM0101  HISTORY     - 1956     GOOD             NGS
 LM0101
 LM0101                          STATION DESCRIPTION
 LM0101
 LM0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LM0101'5.3 MI N FROM COWDREY.
 LM0101'5.3 MILES NORTH ALONG STATE HIGHWAY 125 FROM THE POST OFFICE AT
 LM0101'COWDREY, ON THE SOUTHEAST SLOPE OF A HILL, 0.1 MILE NORTHWEST OF THE
 LM0101'NORTHWEST END OF A FILL, 67 FEET SOUTHWEST OF THE CENTER LINE OF THE
 LM0101'HIGHWAY, 27.4 FEET NORTHEAST OF A FENCE, 1 FOOT ABOVE THE GROUND, SET
 LM0101'IN THE TOP OF THE SOUTH EDGE OF A 10X10 FOOT FLAT GRANITE BOULDER, IN
 LM0101'THE SOUTHEAST 1/4 OF SECTION 13, TOWNSHIP 11 NORTH, RANGE 80 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0316 ***********************************************************************
 LM0316  DESIGNATION -  F 132
 LM0316  PID         -  LM0316
 LM0316  STATE/COUNTY-  CO/ROUTT
 LM0316  USGS QUAD   -  HAHNS PEAK (1962)
 LM0316
 LM0316                         *CURRENT SURVEY CONTROL
 LM0316  ___________________________________________________________________
 LM0316* NAD 83(1986)-  40 45 36.     (N)    106 54 46.     (W)     SCALED    
 LM0316* NAVD 88     -      2443.827  (meters)    8017.79   (feet)  ADJUSTED  
 LM0316  ___________________________________________________________________
 LM0316  GEOID HEIGHT-         -12.02  (meters)                     GEOID03
 LM0316  DYNAMIC HT  -        2441.347 (meters)    8009.65  (feet)  COMP
 LM0316  MODELED GRAV-     979,521.3   (mgal)                       NAVD 88
 LM0316
 LM0316  VERT ORDER  -  SECOND    CLASS 0
 LM0316
 LM0316.The horizontal coordinates were scaled from a topographic map and have
 LM0316.an estimated accuracy of +/- 6 seconds.
 LM0316
 LM0316.The orthometric height was determined by differential leveling
 LM0316.and adjusted by the National Geodetic Survey in June 1991..
 LM0316
 LM0316.The geoid height was determined by GEOID03.
 LM0316
 LM0316.The dynamic height is computed by dividing the NAVD 88
 LM0316.geopotential number by the normal gravity value computed on the
 LM0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0316.degrees latitude (g = 980.6199 gals.).
 LM0316
 LM0316.The modeled gravity was interpolated from observed gravity values.
 LM0316
 LM0316;                    North         East    Units  Estimated Accuracy
 LM0316;SPC CO N     -   464,160.      795,110.      MT  (+/- 180 meters Scaled)
 LM0316
 LM0316                          SUPERSEDED SURVEY CONTROL
 LM0316
 LM0316  NGVD 29 (??/??/92) 2442.470  (m)         8013.34   (f) ADJ UNCH    2 0
 LM0316
 LM0316.Superseded values are not recommended for survey control.
 LM0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0316.See file dsdata.txt to determine how the superseded data were derived.
 LM0316
 LM0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF385138(NAD 83)
 LM0316_MARKER: DB = BENCH MARK DISK
 LM0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0316_STAMPING: F 132 1934
 LM0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0316+STABILITY: SURFACE MOTION
 LM0316
 LM0316  HISTORY     - Date     Condition        Report By
 LM0316  HISTORY     - 1934     MONUMENTED       CGS
 LM0316
 LM0316                          STATION DESCRIPTION
 LM0316
 LM0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LM0316'3.3 MI N FROM CLARK.
 LM0316'3.3 MILES NORTH ALONG STATE HIGHWAY 129 FROM CLARK ROUTT COUNTY, ON
 LM0316'THE EXACT TOP OF A PROMINENT HILL, AT THE LOWEST SPOT ON THE CREST, 34
 LM0316'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET NORTH OF A
 LM0316'TRAIL LEADING EAST OVER THE SUMMIT.  A STANDARD DISK, STAMPED F 132
 LM0316'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0155 ***********************************************************************
 LM0155  DESIGNATION -  F 133
 LM0155  PID         -  LM0155
 LM0155  STATE/COUNTY-  CO/JACKSON
 LM0155  USGS QUAD   -  JACK CREEK RANCH (1956)
 LM0155
 LM0155                         *CURRENT SURVEY CONTROL
 LM0155  ___________________________________________________________________
 LM0155* NAD 83(1986)-  40 22 37.     (N)    106 05 48.     (W)     SCALED    
 LM0155* NAVD 88     -      2811.009  (meters)    9222.45   (feet)  ADJUSTED  
 LM0155  ___________________________________________________________________
 LM0155  GEOID HEIGHT-         -11.95  (meters)                     GEOID03
 LM0155  DYNAMIC HT  -        2807.813 (meters)    9211.97  (feet)  COMP
 LM0155  MODELED GRAV-     979,385.9   (mgal)                       NAVD 88
 LM0155
 LM0155  VERT ORDER  -  FIRST     CLASS II
 LM0155
 LM0155.The horizontal coordinates were scaled from a topographic map and have
 LM0155.an estimated accuracy of +/- 6 seconds.
 LM0155
 LM0155.The orthometric height was determined by differential leveling
 LM0155.and adjusted by the National Geodetic Survey in June 1991..
 LM0155
 LM0155.The geoid height was determined by GEOID03.
 LM0155
 LM0155.The dynamic height is computed by dividing the NAVD 88
 LM0155.geopotential number by the normal gravity value computed on the
 LM0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0155.degrees latitude (g = 980.6199 gals.).
 LM0155
 LM0155.The modeled gravity was interpolated from observed gravity values.
 LM0155
 LM0155;                    North         East    Units  Estimated Accuracy
 LM0155;SPC CO N     -   420,840.      863,730.      MT  (+/- 180 meters Scaled)
 LM0155
 LM0155                          SUPERSEDED SURVEY CONTROL
 LM0155
 LM0155  NGVD 29 (??/??/92) 2809.489  (m)         9217.47   (f) ADJ UNCH    1 2
 LM0155
 LM0155.Superseded values are not recommended for survey control.
 LM0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0155.See file dsdata.txt to determine how the superseded data were derived.
 LM0155
 LM0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE069701(NAD 83)
 LM0155_MARKER: DB = BENCH MARK DISK
 LM0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0155_STAMPING: F 133 1934
 LM0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0155+STABILITY: SURFACE MOTION
 LM0155
 LM0155  HISTORY     - Date     Condition        Report By
 LM0155  HISTORY     - 1934     MONUMENTED       CGS
 LM0155  HISTORY     - 1954     GOOD             NGS
 LM0155
 LM0155                          STATION DESCRIPTION
 LM0155
 LM0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LM0155'7.8 MI S FROM RAND.
 LM0155'7.8 MILES SOUTH ALONG STATE HIGHWAY 125 FROM THE POST OFFICE AT RAND,
 LM0155'120 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ON THE INSIDE OF
 LM0155'A CURVE IN THE HIGHWAY, 46 FEET SOUTHWEST OF THE CENTER LINE OF AN OLD
 LM0155'ROAD GRADE, 10.8 FEET SOUTHEAST OF A 10 INCH PINE TREE, 12.5 FEET WEST
 LM0155'OF AN 18 INCH PINE TREE, 74 FEET SOUTHWEST OF A WITNESS POST, 9 FEET
 LM0155'ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST
 LM0155'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0445 ***********************************************************************
 LL0445  DESIGNATION -  F 135
 LL0445  PID         -  LL0445
 LL0445  STATE/COUNTY-  CO/LARIMER
 LL0445  USGS QUAD   -  BIG NARROWS (1975)
 LL0445
 LL0445                         *CURRENT SURVEY CONTROL
 LL0445  ___________________________________________________________________
 LL0445* NAD 83(1986)-  40 40 28.     (N)    105 28 28.     (W)     SCALED    
 LL0445* NAVD 88     -      2042.338  (meters)    6700.57   (feet)  ADJUSTED  
 LL0445  ___________________________________________________________________
 LL0445  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 LL0445  DYNAMIC HT  -        2040.400 (meters)    6694.21  (feet)  COMP
 LL0445  MODELED GRAV-     979,602.6   (mgal)                       NAVD 88
 LL0445
 LL0445  VERT ORDER  -  SECOND    CLASS 0
 LL0445
 LL0445.The horizontal coordinates were scaled from a topographic map and have
 LL0445.an estimated accuracy of +/- 6 seconds.
 LL0445
 LL0445.The orthometric height was determined by differential leveling
 LL0445.and adjusted by the National Geodetic Survey in June 1991..
 LL0445
 LL0445.The geoid height was determined by GEOID03.
 LL0445
 LL0445.The dynamic height is computed by dividing the NAVD 88
 LL0445.geopotential number by the normal gravity value computed on the
 LL0445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0445.degrees latitude (g = 980.6199 gals.).
 LL0445
 LL0445.The modeled gravity was interpolated from observed gravity values.
 LL0445
 LL0445;                    North         East    Units  Estimated Accuracy
 LL0445;SPC CO N     -   453,710.      916,560.      MT  (+/- 180 meters Scaled)
 LL0445
 LL0445                          SUPERSEDED SURVEY CONTROL
 LL0445
 LL0445  NGVD 29 (??/??/92) 2041.181  (m)         6696.77   (f) ADJ UNCH    2 0
 LL0445
 LL0445.Superseded values are not recommended for survey control.
 LL0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0445.See file dsdata.txt to determine how the superseded data were derived.
 LL0445
 LL0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF599027(NAD 83)
 LL0445_MARKER: DB = BENCH MARK DISK
 LL0445_SETTING: 80 = SET IN A BOULDER
 LL0445_STAMPING: F 135 1934
 LL0445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0445+STABILITY: SURFACE MOTION
 LL0445
 LL0445  HISTORY     - Date     Condition        Report By
 LL0445  HISTORY     - 1934     MONUMENTED       CGS
 LL0445
 LL0445                          STATION DESCRIPTION
 LL0445
 LL0445'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0445'24.1 MI W FROM TEDS PLACE.
 LL0445'24.1 MILES W OF TEDS PLACE ALONG HWY- 14 FROM JCT. OF HWY- 285 AND
 LL0445'14, ABOUT 1 MILE WEST OF JUNCTION OF FT. COLLINS NATL PARK IN CAMP
 LL0445'GROUNDS, DIRECTLY SOUTH AND IMMEDIATELY BELOW APEX OF HILL TO THE
 LL0445'NORTH, 135 FEET WEST OF CONCRETE STOVE, 50 FEET NORTH OF RIVER
 LL0445'BANK, 33 FEET SOUTH OF CENTERLINE OF ROAD AND 30 FEET WEST OF REST
 LL0445'ROOMS, BRONZE TABLET SET HORIZONTALLY IN THE TOP OF BOULDER 8 X 4 X 3
 LL0445'AND 2 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0486 ***********************************************************************
 LL0486  DESIGNATION -  F 136
 LL0486  PID         -  LL0486
 LL0486  STATE/COUNTY-  CO/LARIMER
 LL0486  USGS QUAD   -  FORT COLLINS (1984)
 LL0486
 LL0486                         *CURRENT SURVEY CONTROL
 LL0486  ___________________________________________________________________
 LL0486* NAD 83(1986)-  40 34 39.     (N)    105 03 25.     (W)     SCALED    
 LL0486* NAVD 88     -      1511.054  (meters)    4957.52   (feet)  ADJUSTED  
 LL0486  ___________________________________________________________________
 LL0486  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 LL0486  DYNAMIC HT  -        1509.781 (meters)    4953.34  (feet)  COMP
 LL0486  MODELED GRAV-     979,730.2   (mgal)                       NAVD 88
 LL0486
 LL0486  VERT ORDER  -  FIRST     CLASS II
 LL0486
 LL0486.The horizontal coordinates were scaled from a topographic map and have
 LL0486.an estimated accuracy of +/- 6 seconds.
 LL0486
 LL0486.The orthometric height was determined by differential leveling
 LL0486.and adjusted by the National Geodetic Survey in June 1991..
 LL0486
 LL0486.The geoid height was determined by GEOID03.
 LL0486
 LL0486.The dynamic height is computed by dividing the NAVD 88
 LL0486.geopotential number by the normal gravity value computed on the
 LL0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0486.degrees latitude (g = 980.6199 gals.).
 LL0486
 LL0486.The modeled gravity was interpolated from observed gravity values.
 LL0486
 LL0486;                    North         East    Units  Estimated Accuracy
 LL0486;SPC CO N     -   443,040.      951,910.      MT  (+/- 180 meters Scaled)
 LL0486
 LL0486                          SUPERSEDED SURVEY CONTROL
 LL0486
 LL0486  NGVD 29 (??/??/??) 1510.188  (m)         4954.68   (f) ADJUSTED    1 2
 LL0486
 LL0486.Superseded values are not recommended for survey control.
 LL0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0486.See file dsdata.txt to determine how the superseded data were derived.
 LL0486
 LL0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE951918(NAD 83)
 LL0486_MARKER: DB = BENCH MARK DISK
 LL0486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0486_STAMPING: F 136 1934
 LL0486_MARK LOGO: CGS   
 LL0486_PROJECTION: PROJECTING 10 CENTIMETERS
 LL0486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0486+STABILITY: SURFACE MOTION
 LL0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0486+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2005
 LL0486
 LL0486  HISTORY     - Date     Condition        Report By
 LL0486  HISTORY     - 1934     MONUMENTED       CGS
 LL0486  HISTORY     - 1954     GOOD             NGS
 LL0486  HISTORY     - 1984     GOOD             NGS
 LL0486  HISTORY     - 1984     GOOD             NGS
 LL0486  HISTORY     - 20030913 GOOD             USPSQD
 LL0486  HISTORY     - 20050821 GOOD             USPSQD
 LL0486
 LL0486                          STATION DESCRIPTION
 LL0486
 LL0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LL0486'1.7 MI SE FROM FORT COLLINS.
 LL0486'1.7 MILES SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 LL0486'THE STATION AT FORT COLLINS, 180 FEET WEST OF MILEPOST 76, 94 FEET
 LL0486'SOUTH OF A ROAD CROSSING, 44.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 LL0486'51.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE UNION PACIFIC
 LL0486'RAILROAD, 2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 LL0486'CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 LL0486
 LL0486                          STATION RECOVERY (1984)
 LL0486
 LL0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0486'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN FORT
 LL0486'COLLINS, AT THE LAMAY STREET CROSSING OF THE COLORADO AND SOUTHERN
 LL0486'RAILROAD, 141.6 METERS (464.6 FT) NORTHWEST OF MILEPOST 76,
 LL0486'78.4 METERS (257.2 FT) SOUTHEAST OF THE CENTERLINE OF THE STREET,
 LL0486'14.2 METERS (46.6 FT) NORTHEAST OF THE NEAR RAIL OF THE UNION PACIFIC
 LL0486'RAILROAD, 13.7 METERS (44.9 FT) SOUTHWEST OF THE NEAR RAIL OF THE
 LL0486'COLORADO AND SOUTHERN RAILROAD, 10.8 METERS (35.4 FT) SOUTHEAST OF A
 LL0486'UTILITY POLE, AND 8.1 METERS (26.6 FT) NORTHWEST OF A UTILITY POLE.
 LL0486'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 LL0486'THE MARK IS 0.3 M BELOW THE TRACKS.
 LL0486
 LL0486                          STATION RECOVERY (1984)
 LL0486
 LL0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0486'NEW DESC: 2.7 KM (1.7 MI) SOUTHEAST ALONG THE COLORADO AND SOUTHERN
 LL0486'RAILROAD FROM THE STATION AT FORT COLLINS AND 0.1 KM (0.05 MI) WEST
 LL0486'FROM MILEPOST 76. IT IS 20.4 M (67 FT) NORTH OF THE NORTH CURB OF
 LL0486'RIVERSIDE AVE, 14.9 M (49 FT) NORTH FROM THE CENTER OF THE UNION
 LL0486'PACIFIC TRACKS AND 14.3 M (47 FT) SOUTH FROM THE CENTER OF THE
 LL0486'COLORADO AND SOUTHERN RAILROAD TRACKS. IT IS IN THE NORTHEAST SIDE OF
 LL0486'THE INTERSECTION OF RIVERSIDE AVE. AND LEMAY AVE.
 LL0486
 LL0486                          STATION RECOVERY (2003)
 LL0486
 LL0486'RECOVERY NOTE BY US POWER SQUADRON 2003 (EH)
 LL0486'SATELLITE OBSERVATION IS EXCELLENT PROVIDED WEEDS ARE MOWED
 LL0486
 LL0486                          STATION RECOVERY (2005)
 LL0486
 LL0486'RECOVERY NOTE BY US POWER SQUADRON 2005 (EGH)
 LL0486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0537 ***********************************************************************
 LL0537  DESIGNATION -  F 137
 LL0537  PID         -  LL0537
 LL0537  STATE/COUNTY-  CO/LARIMER
 LL0537  USGS QUAD   -  LIVERMORE (1978)
 LL0537
 LL0537                         *CURRENT SURVEY CONTROL
 LL0537  ___________________________________________________________________
 LL0537* NAD 83(1986)-  40 47 39.     (N)    105 12 59.     (W)     SCALED    
 LL0537* NAVD 88     -      1808.943  (meters)    5934.84   (feet)  ADJUSTED  
 LL0537  ___________________________________________________________________
 LL0537  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 LL0537  DYNAMIC HT  -        1807.361 (meters)    5929.65  (feet)  COMP
 LL0537  MODELED GRAV-     979,685.5   (mgal)                       NAVD 88
 LL0537
 LL0537  VERT ORDER  -  SECOND    CLASS 0
 LL0537
 LL0537.The horizontal coordinates were scaled from a topographic map and have
 LL0537.an estimated accuracy of +/- 6 seconds.
 LL0537
 LL0537.The orthometric height was determined by differential leveling
 LL0537.and adjusted by the National Geodetic Survey in June 1991..
 LL0537
 LL0537.The geoid height was determined by GEOID03.
 LL0537
 LL0537.The dynamic height is computed by dividing the NAVD 88
 LL0537.geopotential number by the normal gravity value computed on the
 LL0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0537.degrees latitude (g = 980.6199 gals.).
 LL0537
 LL0537.The modeled gravity was interpolated from observed gravity values.
 LL0537
 LL0537;                    North         East    Units  Estimated Accuracy
 LL0537;SPC CO N     -   467,040.      938,340.      MT  (+/- 180 meters Scaled)
 LL0537
 LL0537                          SUPERSEDED SURVEY CONTROL
 LL0537
 LL0537  NGVD 29 (??/??/92) 1807.920  (m)         5931.48   (f) ADJ UNCH    2 0
 LL0537
 LL0537.Superseded values are not recommended for survey control.
 LL0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0537.See file dsdata.txt to determine how the superseded data were derived.
 LL0537
 LL0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF817159(NAD 83)
 LL0537_MARKER: DB = BENCH MARK DISK
 LL0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0537_STAMPING: F 137 1934
 LL0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0537+STABILITY: SURFACE MOTION
 LL0537
 LL0537  HISTORY     - Date     Condition        Report By
 LL0537  HISTORY     - 1934     MONUMENTED       CGS
 LL0537  HISTORY     - 1959     MARK NOT FOUND   NGS
 LL0537  HISTORY     - 1959     MARK NOT FOUND   USGS
 LL0537
 LL0537                          STATION DESCRIPTION
 LL0537
 LL0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LL0537'4 MI N FROM OWL CANYON.
 LL0537'4.0 MILES NORTH ALONG U.S. HIGHWAY 287 FROM OWL CANYON,LARIMER
 LL0537'COUNTY, 0.2 MILE WEST OF THE STORE KNOWN AS THE FORKS LOCATED
 LL0537'AT THE JUNCTION OF THE RED FEATHER LAKE ROAD, 450 FEET WEST
 LL0537'OF THE COMMUNITY CHURCH, 70 FEET SOUTH OF THE APEX OF A PROMINENT
 LL0537'ROCK OUTCROP, 75 FEET EAST OF A CORNER POLE IN THE CENTER OF A
 LL0537'SMALL GULCH, AND 50 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
 LL0537'A STANDARD DISK, STAMPED F 137 1934 AND SET IN THE TOP OF A
 LL0537'CONCRETE POST.
 LL0537
 LL0537                          STATION RECOVERY (1959)
 LL0537
 LL0537'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LL0537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0065 ***********************************************************************
 LK0065  DESIGNATION -  F 14
 LK0065  PID         -  LK0065
 LK0065  STATE/COUNTY-  CO/YUMA
 LK0065  USGS QUAD   -  WRAY (1984)
 LK0065
 LK0065                         *CURRENT SURVEY CONTROL
 LK0065  ___________________________________________________________________
 LK0065* NAD 83(1986)-  40 04 52.     (N)    102 13 23.     (W)     SCALED    
 LK0065* NAVD 88     -      1074.093  (meters)    3523.92   (feet)  ADJUSTED  
 LK0065  ___________________________________________________________________
 LK0065  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 LK0065  DYNAMIC HT  -        1073.278 (meters)    3521.25  (feet)  COMP
 LK0065  MODELED GRAV-     979,830.4   (mgal)                       NAVD 88
 LK0065
 LK0065  VERT ORDER  -  FIRST     CLASS II
 LK0065
 LK0065.The horizontal coordinates were scaled from a topographic map and have
 LK0065.an estimated accuracy of +/- 6 seconds.
 LK0065
 LK0065.The orthometric height was determined by differential leveling
 LK0065.and adjusted by the National Geodetic Survey in June 1991..
 LK0065
 LK0065.The geoid height was determined by GEOID03.
 LK0065
 LK0065.The dynamic height is computed by dividing the NAVD 88
 LK0065.geopotential number by the normal gravity value computed on the
 LK0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0065.degrees latitude (g = 980.6199 gals.).
 LK0065
 LK0065.The modeled gravity was interpolated from observed gravity values.
 LK0065
 LK0065;                    North         East    Units  Estimated Accuracy
 LK0065;SPC CO N     -   392,990.    1,193,830.      MT  (+/- 180 meters Scaled)
 LK0065
 LK0065                          SUPERSEDED SURVEY CONTROL
 LK0065
 LK0065  NGVD 29 (??/??/92) 1073.615  (m)         3522.35   (f) ADJ UNCH    1 2
 LK0065
 LK0065.Superseded values are not recommended for survey control.
 LK0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0065.See file dsdata.txt to determine how the superseded data were derived.
 LK0065
 LK0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE367404(NAD 83)
 LK0065_MARKER: DB = BENCH MARK DISK
 LK0065_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LK0065_SP_SET: BUILDING
 LK0065_STAMPING: 3522.352 F 14 1926
 LK0065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0065
 LK0065  HISTORY     - Date     Condition        Report By
 LK0065  HISTORY     - 1926     MONUMENTED       CGS
 LK0065  HISTORY     - 1943     GOOD             NGS
 LK0065
 LK0065                          STATION DESCRIPTION
 LK0065
 LK0065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LK0065'AT WRAY.
 LK0065'AT WRAY, AT THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION,
 LK0065'IN THE NORTH WALL OF THE BUILDING, 22.6 FEET WEST OF THE NORTHEAST
 LK0065'CORNER, 14.5 FEET EAST OF THE NORTH ENTRANCE TO THE WAITING ROOM,
 LK0065'AND IN THE SECOND AND THIRD COURSE OF BRICK ABOVE THE CONCRETE BASE.
 LK0065'A STANDARD DISK, STAMPED 3522.352 F 14 1926 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1021 ***********************************************************************
 KK1021  DESIGNATION -  F 140
 KK1021  PID         -  KK1021
 KK1021  STATE/COUNTY-  CO/CLEAR CREEK
 KK1021  USGS QUAD   -  BERTHOUD PASS (1957)
 KK1021
 KK1021                         *CURRENT SURVEY CONTROL
 KK1021  ___________________________________________________________________
 KK1021* NAD 83(1986)-  39 47 02.     (N)    105 47 21.     (W)     SCALED    
 KK1021* NAVD 88     -      3209.986  (meters)   10531.43   (feet)  ADJUSTED  
 KK1021  ___________________________________________________________________
 KK1021  GEOID HEIGHT-         -12.32  (meters)                     GEOID03
 KK1021  DYNAMIC HT  -        3205.872 (meters)   10517.93  (feet)  COMP
 KK1021  MODELED GRAV-     979,227.1   (mgal)                       NAVD 88
 KK1021
 KK1021  VERT ORDER  -  FIRST     CLASS II
 KK1021
 KK1021.The horizontal coordinates were scaled from a topographic map and have
 KK1021.an estimated accuracy of +/- 6 seconds.
 KK1021
 KK1021.The orthometric height was determined by differential leveling
 KK1021.and adjusted by the National Geodetic Survey in June 1991..
 KK1021
 KK1021.The geoid height was determined by GEOID03.
 KK1021
 KK1021.The dynamic height is computed by dividing the NAVD 88
 KK1021.geopotential number by the normal gravity value computed on the
 KK1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1021.degrees latitude (g = 980.6199 gals.).
 KK1021
 KK1021.The modeled gravity was interpolated from observed gravity values.
 KK1021
 KK1021;                    North         East    Units  Estimated Accuracy
 KK1021;SPC CO C     -   521,370.      889,630.      MT  (+/- 180 meters Scaled)
 KK1021
 KK1021                          SUPERSEDED SURVEY CONTROL
 KK1021
 KK1021  NGVD 29 (??/??/92) 3208.242  (m)        10525.71   (f) ADJ UNCH    1 2
 KK1021
 KK1021.Superseded values are not recommended for survey control.
 KK1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1021.See file dsdata.txt to determine how the superseded data were derived.
 KK1021
 KK1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE324040(NAD 83)
 KK1021_MARKER: DB = BENCH MARK DISK
 KK1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK1021_STAMPING: F 140 1934
 KK1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1021+STABILITY: SURFACE MOTION
 KK1021
 KK1021  HISTORY     - Date     Condition        Report By
 KK1021  HISTORY     - 1934     MONUMENTED       CGS
 KK1021  HISTORY     - 1954     GOOD             NGS
 KK1021
 KK1021                          STATION DESCRIPTION
 KK1021
 KK1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1021'10 MI W FROM EMPIRE.
 KK1021'10.0 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE PUBLIC SCHOOL AT
 KK1021'EMPIRE, 67 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 65
 KK1021'FEET NORTHEAST OF A CREEK, 8 FEET EAST OF A WITNESS POST, AT A
 KK1021'SMALL PARKING AREA, AT THE SOUTHEAST END OF A CUT, 5 FEET ABOVE
 KK1021'THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST WHICH
 KK1021'PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0205 ***********************************************************************
 JM0205  DESIGNATION -  F 142
 JM0205  PID         -  JM0205
 JM0205  STATE/COUNTY-  CO/MESA
 JM0205  USGS QUAD   -  JUANITA ARCH (1973)
 JM0205
 JM0205                         *CURRENT SURVEY CONTROL
 JM0205  ___________________________________________________________________
 JM0205* NAD 83(1986)-  38 33 52.     (N)    108 55 09.     (W)     SCALED    
 JM0205* NAVD 88     -      1424.994  (meters)    4675.17   (feet)  ADJUSTED  
 JM0205  ___________________________________________________________________
 JM0205  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 JM0205  DYNAMIC HT  -        1423.483 (meters)    4670.21  (feet)  COMP
 JM0205  MODELED GRAV-     979,519.9   (mgal)                       NAVD 88
 JM0205
 JM0205  VERT ORDER  -  SECOND    CLASS 0
 JM0205
 JM0205.The horizontal coordinates were scaled from a topographic map and have
 JM0205.an estimated accuracy of +/- 6 seconds.
 JM0205
 JM0205.The orthometric height was determined by differential leveling
 JM0205.and adjusted by the National Geodetic Survey in June 1991..
 JM0205
 JM0205.The geoid height was determined by GEOID03.
 JM0205
 JM0205.The dynamic height is computed by dividing the NAVD 88
 JM0205.geopotential number by the normal gravity value computed on the
 JM0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0205.degrees latitude (g = 980.6199 gals.).
 JM0205
 JM0205.The modeled gravity was interpolated from observed gravity values.
 JM0205
 JM0205;                    North         East    Units  Estimated Accuracy
 JM0205;SPC CO C     -   391,570.      616,480.      MT  (+/- 180 meters Scaled)
 JM0205
 JM0205                          SUPERSEDED SURVEY CONTROL
 JM0205
 JM0205  NGVD 29 (??/??/92) 1423.837  (m)         4671.37   (f) ADJ UNCH    2 0
 JM0205
 JM0205.Superseded values are not recommended for survey control.
 JM0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0205.See file dsdata.txt to determine how the superseded data were derived.
 JM0205
 JM0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH812704(NAD 83)
 JM0205_MARKER: DB = BENCH MARK DISK
 JM0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0205_STAMPING: F-142 1934
 JM0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0205+STABILITY: SURFACE MOTION
 JM0205
 JM0205  HISTORY     - Date     Condition        Report By
 JM0205  HISTORY     - 1934     MONUMENTED       CGS
 JM0205
 JM0205                          STATION DESCRIPTION
 JM0205
 JM0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0205'10.3 MI SE FROM GATEWAY.
 JM0205'10.3 MILES SOUTHEAST OF, ALONG STATE HWY. 141, FROM PUBLIC SCHOOL. 450
 JM0205'FEET SOUTHWEST OF ONE ROOM LOG CABIN.  360 FEET WEST OF CORRAL. 190
 JM0205'FEET NORTHEAST OF DIP IN HIGHWAY.  70 FEET EAST OF CENTERLINE OF STATE
 JM0205'HWY. 141.  24 FEET SOUTHEAST OF CENTER OF WAGON GATE.  3 FEET WEST OF
 JM0205'NORTHEAST CORNER OF FENCE.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0041 ***********************************************************************
 JM0041  DESIGNATION -  F 143
 JM0041  PID         -  JM0041
 JM0041  STATE/COUNTY-  CO/MONTROSE
 JM0041  USGS QUAD   -  DRY CREEK BASIN (1994)
 JM0041
 JM0041                         *CURRENT SURVEY CONTROL
 JM0041  ___________________________________________________________________
 JM0041* NAD 83(1986)-  38 23 22.     (N)    108 01 05.     (W)     SCALED    
 JM0041* NAVD 88     -      2250.933  (meters)    7384.94   (feet)  ADJUSTED  
 JM0041  ___________________________________________________________________
 JM0041  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 JM0041  DYNAMIC HT  -        2248.246 (meters)    7376.12  (feet)  COMP
 JM0041  MODELED GRAV-     979,354.1   (mgal)                       NAVD 88
 JM0041
 JM0041  VERT ORDER  -  SECOND    CLASS 0
 JM0041
 JM0041.The horizontal coordinates were scaled from a topographic map and have
 JM0041.an estimated accuracy of +/- 6 seconds.
 JM0041
 JM0041.The orthometric height was determined by differential leveling
 JM0041.and adjusted by the National Geodetic Survey in June 1991..
 JM0041
 JM0041.The geoid height was determined by GEOID03.
 JM0041
 JM0041.The dynamic height is computed by dividing the NAVD 88
 JM0041.geopotential number by the normal gravity value computed on the
 JM0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0041.degrees latitude (g = 980.6199 gals.).
 JM0041
 JM0041.The modeled gravity was interpolated from observed gravity values.
 JM0041
 JM0041;                    North         East    Units  Estimated Accuracy
 JM0041;SPC CO S     -   498,970.      694,440.      MT  (+/- 180 meters Scaled)
 JM0041
 JM0041                          SUPERSEDED SURVEY CONTROL
 JM0041
 JM0041  NGVD 29 (??/??/92) 2249.586  (m)         7380.52   (f) ADJ UNCH    2 0
 JM0041
 JM0041.Superseded values are not recommended for survey control.
 JM0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0041.See file dsdata.txt to determine how the superseded data were derived.
 JM0041
 JM0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH604532(NAD 83)
 JM0041_MARKER: DB = BENCH MARK DISK
 JM0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0041_STAMPING: F-143 1934
 JM0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0041+STABILITY: SURFACE MOTION
 JM0041
 JM0041  HISTORY     - Date     Condition        Report By
 JM0041  HISTORY     - 1934     MONUMENTED       CGS
 JM0041  HISTORY     - 1962     MARK NOT FOUND   USGS
 JM0041
 JM0041                          STATION DESCRIPTION
 JM0041
 JM0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0041'13.0 MI SW FROM MONTROSE.
 JM0041'13 MILES SOUTHWEST OF, ALONG STATE HIGHWAY 90, FROM MONTROSE COUNTY
 JM0041'COURTHOUSE 75 FEET EAST OF CEDAR TREE, 1.5 FEET IN DIAMETER AT BASE.
 JM0041'30 FEET EAST OF CENTERLINE OF STATE HWY. 90.  PRECAST POST SET ON
 JM0041'INSIDE OF HIGHWAY CURVE AND ON THE EAST EDGE OF A SMALL CLEARING IN
 JM0041'PINON TREES.  TABLET SET IN PRECAST CONCRETE POST.
 JM0041
 JM0041                          STATION RECOVERY (1962)
 JM0041
 JM0041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 JM0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0130 ***********************************************************************
 JM0130  DESIGNATION -  F 144
 JM0130  PID         -  JM0130
 JM0130  STATE/COUNTY-  CO/MONTROSE
 JM0130  USGS QUAD   -  NATURITA (1994)
 JM0130
 JM0130                         *CURRENT SURVEY CONTROL
 JM0130  ___________________________________________________________________
 JM0130* NAD 83(1986)-  38 13 00.     (N)    108 34 06.     (W)     SCALED    
 JM0130* NAVD 88     -      1656.567  (meters)    5434.92   (feet)  ADJUSTED  
 JM0130  ___________________________________________________________________
 JM0130  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 JM0130  DYNAMIC HT  -        1654.668 (meters)    5428.69  (feet)  COMP
 JM0130  MODELED GRAV-     979,425.6   (mgal)                       NAVD 88
 JM0130
 JM0130  VERT ORDER  -  SECOND    CLASS 0
 JM0130
 JM0130.The horizontal coordinates were scaled from a topographic map and have
 JM0130.an estimated accuracy of +/- 6 seconds.
 JM0130
 JM0130.The orthometric height was determined by differential leveling
 JM0130.and adjusted by the National Geodetic Survey in June 1991..
 JM0130
 JM0130.The geoid height was determined by GEOID03.
 JM0130
 JM0130.The dynamic height is computed by dividing the NAVD 88
 JM0130.geopotential number by the normal gravity value computed on the
 JM0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0130.degrees latitude (g = 980.6199 gals.).
 JM0130
 JM0130.The modeled gravity was interpolated from observed gravity values.
 JM0130
 JM0130;                    North         East    Units  Estimated Accuracy
 JM0130;SPC CO S     -   481,240.      645,750.      MT  (+/- 180 meters Scaled)
 JM0130
 JM0130                          SUPERSEDED SURVEY CONTROL
 JM0130
 JM0130  NGVD 29 (??/??/92) 1655.354  (m)         5430.94   (f) ADJ UNCH    2 0
 JM0130
 JM0130.Superseded values are not recommended for survey control.
 JM0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0130.See file dsdata.txt to determine how the superseded data were derived.
 JM0130
 JM0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH128326(NAD 83)
 JM0130_MARKER: DB = BENCH MARK DISK
 JM0130_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JM0130_SP_SET: FOUNDATION
 JM0130_STAMPING: F-144 1934
 JM0130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JM0130
 JM0130  HISTORY     - Date     Condition        Report By
 JM0130  HISTORY     - 1934     MONUMENTED       CGS
 JM0130
 JM0130                          STATION DESCRIPTION
 JM0130
 JM0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0130'IN NATURITA.
 JM0130'90 FEET WEST OF CENTERLINE OF STATE HWY. 90.  42 FEET NORTH OF
 JM0130'CENTERLINE OF FRONT ENTRANCE TO NATURITA PUBLIC SCHOOL.  25 FEET NORTH
 JM0130'OF SCHOOL CISTERN.  3 FEET ABOVE LEVEL OF GROUND.  1 FOOT SOUTH OF
 JM0130'NORTHEAST CORNER OF SCHOOL.  BRONZE TABLET SET VERTICALLY IN EAST
 JM0130'CONCRETE FOUNDATION WALL OF NATURITA PUBLIC SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0163 ***********************************************************************
 JM0163  DESIGNATION -  F 145
 JM0163  PID         -  JM0163
 JM0163  STATE/COUNTY-  CO/MONTROSE
 JM0163  USGS QUAD   -  PARADOX (1994)
 JM0163
 JM0163                         *CURRENT SURVEY CONTROL
 JM0163  ___________________________________________________________________
 JM0163* NAD 83(1986)-  38 21 10.     (N)    108 56 53.     (W)     SCALED    
 JM0163* NAVD 88     -      1584.108  (meters)    5197.19   (feet)  ADJUSTED  
 JM0163  ___________________________________________________________________
 JM0163  GEOID HEIGHT-         -18.74  (meters)                     GEOID03
 JM0163  DYNAMIC HT  -        1582.348 (meters)    5191.42  (feet)  COMP
 JM0163  MODELED GRAV-     979,463.8   (mgal)                       NAVD 88
 JM0163
 JM0163  VERT ORDER  -  SECOND    CLASS 0
 JM0163
 JM0163.The horizontal coordinates were scaled from a topographic map and have
 JM0163.an estimated accuracy of +/- 6 seconds.
 JM0163
 JM0163.The orthometric height was determined by differential leveling
 JM0163.and adjusted by the National Geodetic Survey in June 1991..
 JM0163
 JM0163.The geoid height was determined by GEOID03.
 JM0163
 JM0163.The dynamic height is computed by dividing the NAVD 88
 JM0163.geopotential number by the normal gravity value computed on the
 JM0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0163.degrees latitude (g = 980.6199 gals.).
 JM0163
 JM0163.The modeled gravity was interpolated from observed gravity values.
 JM0163
 JM0163;                    North         East    Units  Estimated Accuracy
 JM0163;SPC CO S     -   497,500.      613,080.      MT  (+/- 180 meters Scaled)
 JM0163
 JM0163                          SUPERSEDED SURVEY CONTROL
 JM0163
 JM0163  NGVD 29 (??/??/92) 1582.962  (m)         5193.43   (f) ADJ UNCH    2 0
 JM0163
 JM0163.Superseded values are not recommended for survey control.
 JM0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0163.See file dsdata.txt to determine how the superseded data were derived.
 JM0163
 JM0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH792469(NAD 83)
 JM0163_MARKER: DB = BENCH MARK DISK
 JM0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0163_STAMPING: F-145 1934
 JM0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0163+STABILITY: SURFACE MOTION
 JM0163
 JM0163  HISTORY     - Date     Condition        Report By
 JM0163  HISTORY     - 1934     MONUMENTED       CGS
 JM0163  HISTORY     - 19900518 GOOD             USPSQD
 JM0163
 JM0163                          STATION DESCRIPTION
 JM0163
 JM0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0163'2.0 MI SE FROM PARADOX.
 JM0163'2.0 MILES SOUTHEAST OF, ALONG STATE HWY. 90, FROM PARADOX POST OFFICE.
 JM0163'225 FEET SOUTH OF WOODEN HIGHWAY BRIDGE OVER IRRIGATION DITCH. 70
 JM0163'FEET EAST OF TELEPHONE POLE NO. 1786.  27 FEET NORTHEAST OF EAST END
 JM0163'OF IRRIGATION CULVERT UNDER HWY.  25 FEET EAST OF CENTERLINE OF STATE
 JM0163'HWY. 90.  2 FEET WEST OF FENCE LINE.  TABLET SET IN PRECAST CONCRETE
 JM0163'POST.
 JM0163
 JM0163                          STATION RECOVERY (1990)
 JM0163
 JM0163'RECOVERY NOTE BY US POWER SQUADRON 1990 (TGO)
 JM0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0156 ***********************************************************************
 JM0156  DESIGNATION -  F 146
 JM0156  PID         -  JM0156
 JM0156  STATE/COUNTY-  CO/SAN MIGUEL
 JM0156  USGS QUAD   -  HORSE RANGE MESA (1994)
 JM0156
 JM0156                         *CURRENT SURVEY CONTROL
 JM0156  ___________________________________________________________________
 JM0156* NAD 83(1986)-  38 00 44.     (N)    108 55 34.     (W)     SCALED    
 JM0156* NAVD 88     -      2050.485  (meters)    6727.30   (feet)  ADJUSTED  
 JM0156  ___________________________________________________________________
 JM0156  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 JM0156  DYNAMIC HT  -        2048.043 (meters)    6719.29  (feet)  COMP
 JM0156  MODELED GRAV-     979,365.2   (mgal)                       NAVD 88
 JM0156
 JM0156  VERT ORDER  -  SECOND    CLASS 0
 JM0156
 JM0156.The horizontal coordinates were scaled from a topographic map and have
 JM0156.an estimated accuracy of +/- 6 seconds.
 JM0156
 JM0156.The orthometric height was determined by differential leveling
 JM0156.and adjusted by the National Geodetic Survey in June 1991..
 JM0156
 JM0156.The geoid height was determined by GEOID03.
 JM0156
 JM0156.The dynamic height is computed by dividing the NAVD 88
 JM0156.geopotential number by the normal gravity value computed on the
 JM0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0156.degrees latitude (g = 980.6199 gals.).
 JM0156
 JM0156.The modeled gravity was interpolated from observed gravity values.
 JM0156
 JM0156;                    North         East    Units  Estimated Accuracy
 JM0156;SPC CO S     -   459,650.      613,610.      MT  (+/- 180 meters Scaled)
 JM0156
 JM0156                          SUPERSEDED SURVEY CONTROL
 JM0156
 JM0156  NGVD 29 (??/??/92) 2049.299  (m)         6723.41   (f) ADJ UNCH    2 0
 JM0156
 JM0156.Superseded values are not recommended for survey control.
 JM0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0156.See file dsdata.txt to determine how the superseded data were derived.
 JM0156
 JM0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH820092(NAD 83)
 JM0156_MARKER: DB = BENCH MARK DISK
 JM0156_SETTING: 66 = SET IN ROCK OUTCROP
 JM0156_SP_SET: OUTCROP
 JM0156_STAMPING: F 146 1934
 JM0156_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0156+STABILITY: POSITION/ELEVATION WELL
 JM0156
 JM0156  HISTORY     - Date     Condition        Report By
 JM0156  HISTORY     - 1934     MONUMENTED       CGS
 JM0156  HISTORY     - 1960     GOOD             USGS
 JM0156
 JM0156                          STATION DESCRIPTION
 JM0156
 JM0156'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 JM0156'19.8 MI NE FROM DOVE CREEK.
 JM0156'ABOUT 19.8 MILES NORTHEAST ALONG STATE HIGHWAY 80 FROM THE PUBLIC
 JM0156'SCHOOL AT DOVE CREEK ON SLICK ROCK HILL, ABOUT .4 MILES SOUTHWEST OF
 JM0156'THE BRIDGE OVER THE DOLORES RIVER, ABOUT 400 FEET NORTH OF A CURVE IN
 JM0156'THE HIGHWAY, IN A CLEARED AREA, ABOUT 125 FEET WEST OF THE HIGHWAY,
 JM0156'ABOUT 36 FEET NORTHWEST OF THE OLD HIGHWAY, AND IN THE TOP OF A
 JM0156'SANDSTONE OUTCROP, A STANDARD DISK STAMPED F 146 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0086 ***********************************************************************
 JM0086  DESIGNATION -  F 147
 JM0086  PID         -  JM0086
 JM0086  STATE/COUNTY-  CO/SAN MIGUEL
 JM0086  USGS QUAD   -  PLACERVILLE (1953)
 JM0086
 JM0086                         *CURRENT SURVEY CONTROL
 JM0086  ___________________________________________________________________
 JM0086* NAD 83(1986)-  38 01 54.     (N)    108 06 58.     (W)     SCALED    
 JM0086* NAVD 88     -      2159.246  (meters)    7084.13   (feet)  ADJUSTED  
 JM0086  ___________________________________________________________________
 JM0086  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 JM0086  DYNAMIC HT  -        2156.481 (meters)    7075.05  (feet)  COMP
 JM0086  MODELED GRAV-     979,272.3   (mgal)                       NAVD 88
 JM0086
 JM0086  VERT ORDER  -  SECOND    CLASS 0
 JM0086
 JM0086.The horizontal coordinates were scaled from a topographic map and have
 JM0086.an estimated accuracy of +/- 6 seconds.
 JM0086
 JM0086.The orthometric height was determined by differential leveling
 JM0086.and adjusted by the National Geodetic Survey in June 1991..
 JM0086
 JM0086.The geoid height was determined by GEOID03.
 JM0086
 JM0086.The dynamic height is computed by dividing the NAVD 88
 JM0086.geopotential number by the normal gravity value computed on the
 JM0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0086.degrees latitude (g = 980.6199 gals.).
 JM0086
 JM0086.The modeled gravity was interpolated from observed gravity values.
 JM0086
 JM0086;                    North         East    Units  Estimated Accuracy
 JM0086;SPC CO S     -   459,510.      684,760.      MT  (+/- 180 meters Scaled)
 JM0086
 JM0086                          SUPERSEDED SURVEY CONTROL
 JM0086
 JM0086  NGVD 29 (??/??/92) 2157.806  (m)         7079.40   (f) ADJ UNCH    2 0
 JM0086
 JM0086.Superseded values are not recommended for survey control.
 JM0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0086.See file dsdata.txt to determine how the superseded data were derived.
 JM0086
 JM0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH531132(NAD 83)
 JM0086_MARKER: DB = BENCH MARK DISK
 JM0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0086_STAMPING: F-147 1934
 JM0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0086+STABILITY: SURFACE MOTION
 JM0086
 JM0086  HISTORY     - Date     Condition        Report By
 JM0086  HISTORY     - 1934     MONUMENTED       CGS
 JM0086  HISTORY     - 1953     MARK NOT FOUND   USGS
 JM0086
 JM0086                          STATION DESCRIPTION
 JM0086
 JM0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0086'4.0 MI NW FROM PLACERVILLE.
 JM0086'4.0 MILES NORTHWEST OF, ALONG STATE HWY. 145, FROM PLACERVILLE R.R.
 JM0086'STATION.  ABOUT .35 MILE WEST OF SPECIA CREEK ROAD STEEL BRIDGE OVER
 JM0086'SAN MIGUEL RIVER.  200 FEET SOUTH OF TELEPHONE POLE NO. 834.  120 FEET
 JM0086'WEST OF LARGE BOULDER 25 FEET LONG, 25 FT. WIDE, 15 FT. HIGH. 108 FEET
 JM0086'WEST OF CULVERT UNDER HIGHWAY.  36 FEET SOUTH OF CENTERLINE OF STATE
 JM0086'HWY. 145.  PRECAST POST SET ON OUTSIDE OF HIGHWAY CURVE. TABLET SET IN
 JM0086'PRECAST CONCRETE POST.
 JM0086
 JM0086                          STATION RECOVERY (1953)
 JM0086
 JM0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 JM0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0026 ***********************************************************************
 HM0026  DESIGNATION -  F 150
 HM0026  PID         -  HM0026
 HM0026  STATE/COUNTY-  CO/MONTEZUMA
 HM0026  USGS QUAD   -  BOGGY DRAW (1993)
 HM0026
 HM0026                         *CURRENT SURVEY CONTROL
 HM0026  ___________________________________________________________________
 HM0026* NAD 83(1986)-  37 33 08.     (N)    108 22 33.     (W)     SCALED    
 HM0026* NAVD 88     -      2217.209  (meters)    7274.29   (feet)  ADJUSTED  
 HM0026  ___________________________________________________________________
 HM0026  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 HM0026  DYNAMIC HT  -        2214.335 (meters)    7264.86  (feet)  COMP
 HM0026  MODELED GRAV-     979,254.8   (mgal)                       NAVD 88
 HM0026
 HM0026  VERT ORDER  -  SECOND    CLASS 0
 HM0026
 HM0026.The horizontal coordinates were scaled from a topographic map and have
 HM0026.an estimated accuracy of +/- 6 seconds.
 HM0026
 HM0026.The orthometric height was determined by differential leveling
 HM0026.and adjusted by the National Geodetic Survey in June 1991..
 HM0026
 HM0026.The geoid height was determined by GEOID03.
 HM0026
 HM0026.The dynamic height is computed by dividing the NAVD 88
 HM0026.geopotential number by the normal gravity value computed on the
 HM0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0026.degrees latitude (g = 980.6199 gals.).
 HM0026
 HM0026.The modeled gravity was interpolated from observed gravity values.
 HM0026
 HM0026;                    North         East    Units  Estimated Accuracy
 HM0026;SPC CO S     -   406,990.      660,330.      MT  (+/- 180 meters Scaled)
 HM0026
 HM0026                          SUPERSEDED SURVEY CONTROL
 HM0026
 HM0026  NGVD 29 (??/??/92) 2215.926  (m)         7270.08   (f) ADJ UNCH    2 0
 HM0026
 HM0026.Superseded values are not recommended for survey control.
 HM0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0026.See file dsdata.txt to determine how the superseded data were derived.
 HM0026
 HM0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG318593(NAD 83)
 HM0026_MARKER: DB = BENCH MARK DISK
 HM0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0026_STAMPING: F 150 1934
 HM0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0026+STABILITY: SURFACE MOTION
 HM0026
 HM0026  HISTORY     - Date     Condition        Report By
 HM0026  HISTORY     - 1934     MONUMENTED       CGS
 HM0026  HISTORY     - 1954     GOOD             NGS
 HM0026
 HM0026                          STATION DESCRIPTION
 HM0026
 HM0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HM0026'10.3 MI NE FROM DOLORES.
 HM0026'10.3 MILES NORTHEAST ALONG THE ABANDONED RIO GRANDE SOUTHERN RAILROAD
 HM0026'FROM THE FORMER STATION AT DOLORES, MONTEZUMA COUNTY, 600 FEET EAST OF
 HM0026'THE HIGHWAY AND A RANCH HOUSE, 145 FEET SOUTH OF A DIRT-ROAD CROSSING,
 HM0026'9 FEET WEST OF THE CENTER-LINE OF THE OLD ROADBED, AND 5 FEET NORTH OF
 HM0026'A POLE.  A STANDARD DISK, STAMPED F 150 1934 AND SET IN THE TOP OF A
 HM0026'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0110 ***********************************************************************
 LN0110  DESIGNATION -  F 151 RESET
 LN0110  PID         -  LN0110
 LN0110  STATE/COUNTY-  CO/RIO BLANCO
 LN0110  USGS QUAD   -  CACTUS RESERVOIR (1962)
 LN0110
 LN0110                         *CURRENT SURVEY CONTROL
 LN0110  ___________________________________________________________________
 LN0110* NAD 83(1986)-  40 09 24.     (N)    108 41 09.     (W)     SCALED    
 LN0110* NAVD 88     -      1623.21   (meters)    5325.5    (feet)  RESET     
 LN0110  ___________________________________________________________________
 LN0110  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 LN0110
 LN0110  VERT ORDER  -  THIRD
 LN0110
 LN0110.The horizontal coordinates were scaled from a topographic map and have
 LN0110.an estimated accuracy of +/- 6 seconds.
 LN0110
 LN0110.The orthometric height was computed from unverified reset data.
 LN0110.No vertical observational check was made to the station.
 LN0110
 LN0110.The geoid height was determined by GEOID03.
 LN0110
 LN0110;                    North         East    Units  Estimated Accuracy
 LN0110;SPC CO N     -   401,090.      643,040.      MT  (+/- 180 meters Scaled)
 LN0110
 LN0110                          SUPERSEDED SURVEY CONTROL
 LN0110
 LN0110  NGVD 29 (??/??/??) 1622.01   (m)         5321.5    (f) RESET       3  
 LN0110
 LN0110.Superseded values are not recommended for survey control.
 LN0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0110.See file dsdata.txt to determine how the superseded data were derived.
 LN0110
 LN0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK970477(NAD 83)
 LN0110_MARKER: DB = BENCH MARK DISK
 LN0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0110_STAMPING: F 151 RESET 1950
 LN0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0110+STABILITY: SURFACE MOTION
 LN0110
 LN0110  HISTORY     - Date     Condition        Report By
 LN0110  HISTORY     - 1950     MONUMENTED       WYHD
 LN0110
 LN0110                          STATION DESCRIPTION
 LN0110
 LN0110'DESCRIBED BY WYOMING HIGHWAY DEPARTMENT 1950
 LN0110'9.1 MI NE FROM RANGELY.
 LN0110'9.1 MILES NORTHEAST ALONG STATE HIGHWAY 64 FROM THE NEW POST OFFICE AT
 LN0110'PANGELY, RIO BLANCO COUNTY, 800 FEET SOUTHWEST OF A TWO-SPAN CONCRETE
 LN0110'BRIDGE OVER SPRING CREEK, 600 FEET SOUTHWEST OF A SMALL LOG HOUSE ON A
 LN0110'HILL NORTH OF THE HIGHWAY, 7 FEET NORTH OF THE NORTH RIGHT-OF-WAY
 LN0110'FENCE, AND 5 FEET WEST OF A CROSS FENCE.  A STANDARD DISK, STAMPED F
 LN0110'151 RESET 1950 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0094 ***********************************************************************
 KM0094  DESIGNATION -  F 152
 KM0094  PID         -  KM0094
 KM0094  STATE/COUNTY-  CO/RIO BLANCO
 KM0094  USGS QUAD   -  PHILADELPHIA CREEK (1964)
 KM0094
 KM0094                         *CURRENT SURVEY CONTROL
 KM0094  ___________________________________________________________________
 KM0094* NAD 83(1986)-  39 54 00.     (N)    108 44 16.     (W)     SCALED    
 KM0094* NAVD 88     -      1771.149  (meters)    5810.84   (feet)  ADJUSTED  
 KM0094  ___________________________________________________________________
 KM0094  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 KM0094  DYNAMIC HT  -        1769.453 (meters)    5805.28  (feet)  COMP
 KM0094  MODELED GRAV-     979,605.8   (mgal)                       NAVD 88
 KM0094
 KM0094  VERT ORDER  -  SECOND    CLASS 0
 KM0094
 KM0094.The horizontal coordinates were scaled from a topographic map and have
 KM0094.an estimated accuracy of +/- 6 seconds.
 KM0094
 KM0094.The orthometric height was determined by differential leveling
 KM0094.and adjusted by the National Geodetic Survey in June 1991..
 KM0094
 KM0094.The geoid height was determined by GEOID03.
 KM0094
 KM0094.The dynamic height is computed by dividing the NAVD 88
 KM0094.geopotential number by the normal gravity value computed on the
 KM0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0094.degrees latitude (g = 980.6199 gals.).
 KM0094
 KM0094.The modeled gravity was interpolated from observed gravity values.
 KM0094
 KM0094;                    North         East    Units  Estimated Accuracy
 KM0094;SPC CO N     -   372,770.      637,580.      MT  (+/- 180 meters Scaled)
 KM0094
 KM0094                          SUPERSEDED SURVEY CONTROL
 KM0094
 KM0094  NGVD 29 (??/??/92) 1769.936  (m)         5806.86   (f) ADJ UNCH    2 0
 KM0094
 KM0094.Superseded values are not recommended for survey control.
 KM0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0094.See file dsdata.txt to determine how the superseded data were derived.
 KM0094
 KM0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK933191(NAD 83)
 KM0094_MARKER: DB = BENCH MARK DISK
 KM0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KM0094_STAMPING: F-152 1934
 KM0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0094+STABILITY: SURFACE MOTION
 KM0094
 KM0094  HISTORY     - Date     Condition        Report By
 KM0094  HISTORY     - 1934     MONUMENTED       CGS
 KM0094  HISTORY     - 1964     MARK NOT FOUND   USGS
 KM0094  HISTORY     - 1984     MARK NOT FOUND   NGS
 KM0094
 KM0094                          STATION DESCRIPTION
 KM0094
 KM0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KM0094'15.8 MI S FROM RANGELY.
 KM0094'15.8 MILES SOUTH OF RANGELY SCHOOL ALONG STATE HWY. 139 BASE OF RED
 KM0094'SANDSTONE MESA.  0.4 MILE NORTHWEST OF SINGLE TRUSS WOODEN HIGHWAY
 KM0094'BRIDGE OVER DOUGLAS CREEK.  300 FEET NORTHWEST OF CENTERLINE OF DIRT
 KM0094'ROAD LEADING NORTHEAST UP SIDE OF CANYON.  240 FEET WEST OF PLACE
 KM0094'WHERE ROCKY POINT COMES TO EDGE OF HIGHWAY.  45 FEET SOUTHWEST OF
 KM0094'CENTERLINE OF STATE HWY. 139.  2.5 FEET BELOW LEVEL OF HIGHWAY.
 KM0094
 KM0094                          STATION RECOVERY (1964)
 KM0094
 KM0094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 KM0094'MARK NOT FOUND.
 KM0094
 KM0094                          STATION RECOVERY (1984)
 KM0094
 KM0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KM0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0077 ***********************************************************************
 LN0077  DESIGNATION -  F 154
 LN0077  PID         -  LN0077
 LN0077  STATE/COUNTY-  CO/RIO BLANCO
 LN0077  USGS QUAD   -  ROUGH GULCH (1972)
 LN0077
 LN0077                         *CURRENT SURVEY CONTROL
 LN0077  ___________________________________________________________________
 LN0077* NAD 83(1986)-  40 10 45.     (N)    108 29 12.     (W)     SCALED    
 LN0077* NAVD 88     -      1738.037  (meters)    5702.21   (feet)  ADJUSTED  
 LN0077  ___________________________________________________________________
 LN0077  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 LN0077  DYNAMIC HT  -        1736.382 (meters)    5696.78  (feet)  COMP
 LN0077  MODELED GRAV-     979,612.4   (mgal)                       NAVD 88
 LN0077
 LN0077  VERT ORDER  -  SECOND    CLASS 0
 LN0077
 LN0077.The horizontal coordinates were scaled from a topographic map and have
 LN0077.an estimated accuracy of +/- 6 seconds.
 LN0077
 LN0077.The orthometric height was determined by differential leveling
 LN0077.and adjusted by the National Geodetic Survey in June 1991..
 LN0077
 LN0077.The geoid height was determined by GEOID03.
 LN0077
 LN0077.The dynamic height is computed by dividing the NAVD 88
 LN0077.geopotential number by the normal gravity value computed on the
 LN0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0077.degrees latitude (g = 980.6199 gals.).
 LN0077
 LN0077.The modeled gravity was interpolated from observed gravity values.
 LN0077
 LN0077;                    North         East    Units  Estimated Accuracy
 LN0077;SPC CO N     -   403,000.      660,090.      MT  (+/- 180 meters Scaled)
 LN0077
 LN0077                          SUPERSEDED SURVEY CONTROL
 LN0077
 LN0077  NGVD 29 (??/??/92) 1736.784  (m)         5698.10   (f) ADJ UNCH    2 0
 LN0077
 LN0077.Superseded values are not recommended for survey control.
 LN0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0077.See file dsdata.txt to determine how the superseded data were derived.
 LN0077
 LN0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK139506(NAD 83)
 LN0077_MARKER: DB = BENCH MARK DISK
 LN0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0077_STAMPING: F-154 1934
 LN0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0077+STABILITY: SURFACE MOTION
 LN0077
 LN0077  HISTORY     - Date     Condition        Report By
 LN0077  HISTORY     - 1934     MONUMENTED       CGS
 LN0077  HISTORY     - 1966     GOOD             USGS
 LN0077
 LN0077                          STATION DESCRIPTION
 LN0077
 LN0077'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LN0077'37.4 MI NW FROM MEEKER.
 LN0077'MEEKER POST OFFICE, 37.4 MILES NORTHWEST, ALONG HIGHWAY 64, RIO BLANCO
 LN0077'COUNTY, AT STEDMAN MESA, 440 FEET SOUTH (MAGNETIC) OF HIGHWAY 64, 265
 LN0077'FEET EAST (MAGNETIC) OF THE ROAD TO LITTLE SPRING CREEK, AND 470 FEET
 LN0077'SOUTHEAST (MAGNETIC) OF THE GATE FROM THE HIGHWAY ON THE ROAD TO
 LN0077'LITTLE SPRING CREEK, AND 45 FEET SOUTH OF AN OLD HIGHWAY SCAR. A
 LN0077'STANDARD DISK, STAMPED F-154 1934 AND SET IN THE TOP OF A CONCRETE
 LN0077'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0495 ***********************************************************************
 KL0495  DESIGNATION -  F 156
 KL0495  PID         -  KL0495
 KL0495  STATE/COUNTY-  CO/PITKIN
 KL0495  USGS QUAD   -  MOUNT SOPRIS (1987)
 KL0495
 KL0495                         *CURRENT SURVEY CONTROL
 KL0495  ___________________________________________________________________
 KL0495* NAD 83(1986)-  39 22 19.     (N)    107 11 59.     (W)     SCALED    
 KL0495* NAVD 88     -      1910.159  (meters)    6266.91   (feet)  ADJUSTED  
 KL0495  ___________________________________________________________________
 KL0495  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 KL0495  DYNAMIC HT  -        1908.046 (meters)    6259.98  (feet)  COMP
 KL0495  MODELED GRAV-     979,454.5   (mgal)                       NAVD 88
 KL0495
 KL0495  VERT ORDER  -  SECOND    CLASS 0
 KL0495
 KL0495.The horizontal coordinates were scaled from a topographic map and have
 KL0495.an estimated accuracy of +/- 6 seconds.
 KL0495
 KL0495.The orthometric height was determined by differential leveling
 KL0495.and adjusted by the National Geodetic Survey in June 1991..
 KL0495
 KL0495.The geoid height was determined by GEOID03.
 KL0495
 KL0495.The dynamic height is computed by dividing the NAVD 88
 KL0495.geopotential number by the normal gravity value computed on the
 KL0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0495.degrees latitude (g = 980.6199 gals.).
 KL0495
 KL0495.The modeled gravity was interpolated from observed gravity values.
 KL0495
 KL0495;                    North         East    Units  Estimated Accuracy
 KL0495;SPC CO C     -   476,970.      767,950.      MT  (+/- 180 meters Scaled)
 KL0495
 KL0495                          SUPERSEDED SURVEY CONTROL
 KL0495
 KL0495  NGVD 29 (??/??/92) 1908.799  (m)         6262.45   (f) ADJ UNCH    2 0
 KL0495
 KL0495.Superseded values are not recommended for survey control.
 KL0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0495.See file dsdata.txt to determine how the superseded data were derived.
 KL0495
 KL0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD105603(NAD 83)
 KL0495_MARKER: DB = BENCH MARK DISK
 KL0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0495_STAMPING: F 156 1934
 KL0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0495+STABILITY: SURFACE MOTION
 KL0495
 KL0495  HISTORY     - Date     Condition        Report By
 KL0495  HISTORY     - 1934     MONUMENTED       CGS
 KL0495  HISTORY     - 1961     GOOD             USGS
 KL0495  HISTORY     - 20030703 MARK NOT FOUND   USPSQD
 KL0495
 KL0495                          STATION DESCRIPTION
 KL0495
 KL0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KL0495'2.2 MI S FROM CARBONDALE.
 KL0495'IN PITKIN COUNTY, 2.2 MILES SOUTH ALONG THE OLD ROADBED OF THE
 KL0495'ABANDONED CRYSTAL RIVER AND SAN JUAN RAILROAD FROM THE STATION AT
 KL0495'CARBONDALE, GARFIELD COUNTY, 0.4 MILE SOUTH OF THE SOUTH SWITCH OF THE
 KL0495'SIDING AT GRUBBS, GARFIELD COUNTY, 115 FEET SOUTHEAST OF A ROCK
 KL0495'CULVERT, AT THE WEST END OF A DIVISION FENCE PARALLELING A SMALL
 KL0495'CREEK, 21 FEET EAST OF THE CENTERLINE OF A ROAD, 54 FEET EAST OF THE
 KL0495'CENTERLINE OF THE OLD ROADBED, 42 FEET NORTHEAST OF A POLE, AND 3 FEET
 KL0495'WEST OF A FENCE.  A STANDARD DISK, STAMPED F 156 1934 AND SET IN THE
 KL0495'TOP OF A CONCRETE POST.
 KL0495
 KL0495                          STATION RECOVERY (1961)
 KL0495
 KL0495'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KL0495'RECOVERED IN GOOD CONDITION.
 KL0495
 KL0495                          STATION RECOVERY (2003)
 KL0495
 KL0495'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 KL0495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0255 ***********************************************************************
 JL0255  DESIGNATION -  F 157
 JL0255  PID         -  JL0255
 JL0255  STATE/COUNTY-  CO/GUNNISON
 JL0255  USGS QUAD   -  PAONIA RESERVOIR (1964)
 JL0255
 JL0255                         *CURRENT SURVEY CONTROL
 JL0255  ___________________________________________________________________
 JL0255* NAD 83(1986)-  38 56 25.     (N)    107 21 30.     (W)     SCALED    
 JL0255* NAVD 88     -      1913.962  (meters)    6279.39   (feet)  ADJUSTED  
 JL0255  ___________________________________________________________________
 JL0255  GEOID HEIGHT-         -15.13  (meters)                     GEOID03
 JL0255  DYNAMIC HT  -        1911.759 (meters)    6272.16  (feet)  COMP
 JL0255  MODELED GRAV-     979,410.0   (mgal)                       NAVD 88
 JL0255
 JL0255  VERT ORDER  -  SECOND    CLASS 0
 JL0255
 JL0255.The horizontal coordinates were scaled from a topographic map and have
 JL0255.an estimated accuracy of +/- 6 seconds.
 JL0255
 JL0255.The orthometric height was determined by differential leveling
 JL0255.and adjusted by the National Geodetic Survey in June 1991..
 JL0255
 JL0255.The geoid height was determined by GEOID03.
 JL0255
 JL0255.The dynamic height is computed by dividing the NAVD 88
 JL0255.geopotential number by the normal gravity value computed on the
 JL0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0255.degrees latitude (g = 980.6199 gals.).
 JL0255
 JL0255.The modeled gravity was interpolated from observed gravity values.
 JL0255
 JL0255;                    North         East    Units  Estimated Accuracy
 JL0255;SPC CO C     -   429,330.      753,310.      MT  (+/- 180 meters Scaled)
 JL0255
 JL0255                          SUPERSEDED SURVEY CONTROL
 JL0255
 JL0255  NGVD 29 (??/??/92) 1912.484  (m)         6274.54   (f) ADJ UNCH    2 0
 JL0255
 JL0255.Superseded values are not recommended for survey control.
 JL0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0255.See file dsdata.txt to determine how the superseded data were derived.
 JL0255
 JL0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD956127(NAD 83)
 JL0255_MARKER: DB = BENCH MARK DISK
 JL0255_SETTING: 80 = SET IN A BOULDER
 JL0255_SP_SET: BOULDER
 JL0255_STAMPING: F 157 1934
 JL0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0255+STABILITY: SURFACE MOTION
 JL0255
 JL0255  HISTORY     - Date     Condition        Report By
 JL0255  HISTORY     - 1934     MONUMENTED       CGS
 JL0255  HISTORY     - 1940     GOOD             NGS
 JL0255  HISTORY     - 1967     MARK NOT FOUND   NGS
 JL0255
 JL0255                          STATION DESCRIPTION
 JL0255
 JL0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JL0255'IN BARDINE.
 JL0255'AT BARDINE, ON STATE HIGHWAY 135, ABOUT 350 FEET SOUTHWEST OF THE
 JL0255'CENTER OF THE JUNCTION OF STATE HIGHWAY 133, 360 FEET WEST OF THE
 JL0255'NORTHWEST END OF A STEEL-GIRDER BRIDGE OVER MUDDY CREEK, 50 FEET
 JL0255'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 135, 40 FEET NORTHWEST OF
 JL0255'THE WEST CORNER OF A CORRAL, IN THE TOP OF A 4- BY 8-FOOT BOULDER, AND
 JL0255'ABOUT 4 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED F 157 1934.
 JL0255
 JL0255                          STATION RECOVERY (1967)
 JL0255
 JL0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JL0255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0524 ***********************************************************************
 KL0524  DESIGNATION -  F 158
 KL0524  PID         -  KL0524
 KL0524  STATE/COUNTY-  CO/PITKIN
 KL0524  USGS QUAD   -  BASALT (1987)
 KL0524
 KL0524                         *CURRENT SURVEY CONTROL
 KL0524  ___________________________________________________________________
 KL0524* NAD 83(1986)-  39 21 38.     (N)    107 02 42.     (W)     SCALED    
 KL0524* NAVD 88     -      2025.522  (meters)    6645.40   (feet)  ADJUSTED  
 KL0524  ___________________________________________________________________
 KL0524  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 KL0524  DYNAMIC HT  -        2023.250 (meters)    6637.95  (feet)  COMP
 KL0524  MODELED GRAV-     979,434.2   (mgal)                       NAVD 88
 KL0524
 KL0524  VERT ORDER  -  SECOND    CLASS 0
 KL0524
 KL0524.The horizontal coordinates were scaled from a topographic map and have
 KL0524.an estimated accuracy of +/- 6 seconds.
 KL0524
 KL0524.The orthometric height was determined by differential leveling
 KL0524.and adjusted by the National Geodetic Survey in June 1991..
 KL0524
 KL0524.The geoid height was determined by GEOID03.
 KL0524
 KL0524.The dynamic height is computed by dividing the NAVD 88
 KL0524.geopotential number by the normal gravity value computed on the
 KL0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0524.degrees latitude (g = 980.6199 gals.).
 KL0524
 KL0524.The modeled gravity was interpolated from observed gravity values.
 KL0524
 KL0524;                    North         East    Units  Estimated Accuracy
 KL0524;SPC CO C     -   475,470.      781,260.      MT  (+/- 180 meters Scaled)
 KL0524
 KL0524                          SUPERSEDED SURVEY CONTROL
 KL0524
 KL0524  NGVD 29 (??/??/92) 2024.115  (m)         6640.78   (f) ADJ UNCH    2 0
 KL0524
 KL0524.Superseded values are not recommended for survey control.
 KL0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0524.See file dsdata.txt to determine how the superseded data were derived.
 KL0524
 KL0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD238587(NAD 83)
 KL0524_MARKER: DB = BENCH MARK DISK
 KL0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0524_STAMPING: F 158 1934
 KL0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0524+STABILITY: SURFACE MOTION
 KL0524
 KL0524  HISTORY     - Date     Condition        Report By
 KL0524  HISTORY     - 1934     MONUMENTED       CGS
 KL0524  HISTORY     - 1951     GOOD             NGS
 KL0524
 KL0524                          STATION DESCRIPTION
 KL0524
 KL0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KL0524'1.0 MI SE FROM EMMA.
 KL0524'1.0 MILE SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KL0524'FROM THE STATION AT EMMA, 57 FEET WEST OF MILEPOST 383, 145 FEET WEST
 KL0524'OF THE CENTER OF A DIRT ROAD CROSSING, 21 FEET SOUTH OF THE SOUTH
 KL0524'RAIL, 3 FEET EAST OF A POLE, SET IN THE TOP OF A CONCRETE POST WHICH
 KL0524'PROJECTS 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0283 ***********************************************************************
 KL0283  DESIGNATION -  F 159
 KL0283  PID         -  KL0283
 KL0283  STATE/COUNTY-  CO/PITKIN
 KL0283  USGS QUAD   -  INDEPENDENCE PASS (1994)
 KL0283
 KL0283                         *CURRENT SURVEY CONTROL
 KL0283  ___________________________________________________________________
 KL0283* NAD 83(1992)-  39 07 29.24987(N)    106 34 52.80310(W)     ADJUSTED  
 KL0283* NAVD 88     -      3509.164  (meters)   11512.98   (feet)  ADJUSTED  
 KL0283  ___________________________________________________________________
 KL0283  X           -  -1,414,697.849 (meters)                     COMP
 KL0283  Y           -  -4,751,162.563 (meters)                     COMP
 KL0283  Z           -   4,005,280.217 (meters)                     COMP
 KL0283  LAPLACE CORR-           5.75  (seconds)                    DEFLEC99
 KL0283  ELLIP HEIGHT-        3496.22  (meters)          (12/03/02) GPS OBS
 KL0283  GEOID HEIGHT-         -13.01  (meters)                     GEOID03
 KL0283  DYNAMIC HT  -        3504.215 (meters)   11496.75  (feet)  COMP
 KL0283  MODELED GRAV-     979,087.9   (mgal)                       NAVD 88
 KL0283
 KL0283  HORZ ORDER  -  FIRST
 KL0283  VERT ORDER  -  SECOND    CLASS 0
 KL0283  ELLP ORDER  -  FOURTH    CLASS II
 KL0283
 KL0283.The horizontal coordinates were established by GPS observations
 KL0283.and adjusted by the National Geodetic Survey in May 1997..
 KL0283
 KL0283.The orthometric height was determined by differential leveling
 KL0283.and adjusted by the National Geodetic Survey in June 1991..
 KL0283
 KL0283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KL0283
 KL0283.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0283
 KL0283.The ellipsoidal height was determined by GPS observations
 KL0283.and is referenced to NAD 83.
 KL0283
 KL0283.The geoid height was determined by GEOID03.
 KL0283
 KL0283.The dynamic height is computed by dividing the NAVD 88
 KL0283.geopotential number by the normal gravity value computed on the
 KL0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0283.degrees latitude (g = 980.6199 gals.).
 KL0283
 KL0283.The modeled gravity was interpolated from observed gravity values.
 KL0283
 KL0283;                    North         East     Units Scale Factor Converg.
 KL0283;SPC CO C     -   448,718.334   820,902.694   MT  0.99993600   -0 40 55.2
 KL0283;SPC CO C     - 1,472,170.07  2,693,244.92   sFT  0.99993600   -0 40 55.2
 KL0283;UTM  13      - 4,331,815.458   363,306.780   MT  0.99983007   -0 59 52.8
 KL0283
 KL0283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0283!SPC CO C     -   0.99945176  x   0.99993600  =   0.99938780
 KL0283!UTM  13      -   0.99945176  x   0.99983007  =   0.99928193
 KL0283
 KL0283                          SUPERSEDED SURVEY CONTROL
 KL0283
 KL0283  ELLIP H (05/14/97) 3496.23   (m)                       GP(       ) 3 2
 KL0283  NAVD 88 (05/14/97) 3509.16   (m)        11513.0    (f) LEVELING    3  
 KL0283  NGVD 29 (??/??/92) 3507.200  (m)        11506.54   (f) ADJ UNCH    2 0
 KL0283
 KL0283.Superseded values are not recommended for survey control.
 KL0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0283.See file dsdata.txt to determine how the superseded data were derived.
 KL0283
 KL0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD6330731815(NAD 83)
 KL0283_MARKER: DB = BENCH MARK DISK
 KL0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0283_STAMPING: F 159 1934
 KL0283_MARK LOGO: CGS   
 KL0283_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0283+STABILITY: SURFACE MOTION
 KL0283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KL0283+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1995
 KL0283
 KL0283  HISTORY     - Date     Condition        Report By
 KL0283  HISTORY     - 1934     MONUMENTED       CGS
 KL0283  HISTORY     - 19950817 GOOD             USPSQD
 KL0283  HISTORY     - 19950823 GOOD             NGS
 KL0283
 KL0283                          STATION DESCRIPTION
 KL0283
 KL0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KL0283'1.8 MI NW FROM INDEPENDENCE PASS.
 KL0283'IN PITKIN COUNTY, 1.8 MILES NORTHWEST ALONG STATE HIGHWAY 82 FROM
 KL0283'BENCH MARK E 159 AT INDEPENDENCE PASS, LAKE COUNTY, AT THE NORTH END
 KL0283'OF A HORSESHOE TURN ACROSS THE FIRST VALLEY WEST OF THE PASS, 127 FEET
 KL0283'NORTHEAST OF THE NEW HIGHWAY CULVERT OVER ROARING FORK, 110 FEET EAST
 KL0283'OF THE OLD HIGHWAY CULVERT, 34 FEET NORTH OF THE CENTERLINE OF THE
 KL0283'HIGHWAY, AND 3.5 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK,
 KL0283'STAMPED F 159 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KL0283
 KL0283                          STATION RECOVERY (1995)
 KL0283
 KL0283'RECOVERY NOTE BY US POWER SQUADRON 1995
 KL0283'RECOVERED IN GOOD CONDITION.
 KL0283
 KL0283                          STATION RECOVERY (1995)
 KL0283
 KL0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 KL0283'THE STATION IS LOCATED ABOUT 13.4 MI (21.6 KM) EAST-SOUTHEAST OF
 KL0283'ASPEN, 1.8 MI (2.9 KM) NORTHEAST OF THE OLD MINING TOWN OF
 KL0283'INDEPENDENCE AND 1.5 MI (2.4 KM) NORTHWEST OF INDEPENDENCE PASS, IN
 KL0283'THE NORTHWEST 1/4 OF SECTION 5, T 11 S, R 82 W, AT STATE HIGHWAY 82
 KL0283'MILEPOST 59.35.  OWNERSHIP--U.  S.  FOREST SERVICE. TO REACH THE
 KL0283'STATION FROM THE COURTHOUSE IN ASPEN AND STATE HIGHWAY 82, GO
 KL0283'SOUTHEASTERLY ON STATE HIGHWAY 82 FOR 17.95 TO THE STATION ON THE
 KL0283'LEFT.  THE STATION IS AT THE NORTH END OF A HORSESHOE TURN ACROSS THE
 KL0283'FIRST VALLEY WEST OF THE PASS.  TO REACH THE STATION FROM THE TOP OF
 KL0283'THE PASS, GO WESTERLY FOR 1.95 MI (3.14 KM) TO THE STATION ON THE
 KL0283'RIGHT. THE STATION IS A STANDARD DISK SET IN A 6-INCH SQUARE CONCRETE
 KL0283'POST PROJECTING 30 CM ABOVE THE GROUND.  IT IS 32.2 M (105.6 FT) EAST
 KL0283'OF A CULVERT FOR THE ROARING FORK RIVER, 15.0 M (49.2 FT) NORTH OF THE
 KL0283'CENTER LINE OF STATE HIGHWAY 82, 0.25 M (0.82 FT) NORTH OF A WITNESS
 KL0283'POST AND ABOUT 90 CM ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0246 ***********************************************************************
 JL0246  DESIGNATION -  F 160
 JL0246  PID         -  JL0246
 JL0246  STATE/COUNTY-  CO/GUNNISON
 JL0246  USGS QUAD   -  ALMONT (1964)
 JL0246
 JL0246                         *CURRENT SURVEY CONTROL
 JL0246  ___________________________________________________________________
 JL0246* NAD 83(1986)-  38 38 33.     (N)    106 51 41.     (W)     SCALED    
 JL0246* NAVD 88     -      2434.511  (meters)    7987.22   (feet)  ADJUSTED  
 JL0246  ___________________________________________________________________
 JL0246  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 JL0246  DYNAMIC HT  -        2431.342 (meters)    7976.83  (feet)  COMP
 JL0246  MODELED GRAV-     979,239.9   (mgal)                       NAVD 88
 JL0246
 JL0246  VERT ORDER  -  SECOND    CLASS 0
 JL0246
 JL0246.The horizontal coordinates were scaled from a topographic map and have
 JL0246.an estimated accuracy of +/- 6 seconds.
 JL0246
 JL0246.The orthometric height was determined by differential leveling
 JL0246.and adjusted by the National Geodetic Survey in June 1991..
 JL0246
 JL0246.The geoid height was determined by GEOID03.
 JL0246
 JL0246.The dynamic height is computed by dividing the NAVD 88
 JL0246.geopotential number by the normal gravity value computed on the
 JL0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0246.degrees latitude (g = 980.6199 gals.).
 JL0246
 JL0246.The modeled gravity was interpolated from observed gravity values.
 JL0246
 JL0246;                    North         East    Units  Estimated Accuracy
 JL0246;SPC CO C     -   395,510.      795,890.      MT  (+/- 180 meters Scaled)
 JL0246
 JL0246                          SUPERSEDED SURVEY CONTROL
 JL0246
 JL0246  NGVD 29 (??/??/92) 2432.764  (m)         7981.49   (f) ADJ UNCH    2 0
 JL0246
 JL0246.Superseded values are not recommended for survey control.
 JL0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0246.See file dsdata.txt to determine how the superseded data were derived.
 JL0246
 JL0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC380787(NAD 83)
 JL0246_MARKER: DB = BENCH MARK DISK
 JL0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0246_STAMPING: F 160 1934
 JL0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0246+STABILITY: SURFACE MOTION
 JL0246
 JL0246  HISTORY     - Date     Condition        Report By
 JL0246  HISTORY     - 1934     MONUMENTED       CGS
 JL0246  HISTORY     - 1938     GOOD             NGS
 JL0246
 JL0246                          STATION DESCRIPTION
 JL0246
 JL0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JL0246'2.0 MI SW FROM ALMONT.
 JL0246'ABOUT 2 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 JL0246'RAILROAD FROM THE STATION AT ALMONT, 37.5 FEET WEST OF MILEPOST D 297,
 JL0246'AT A ROAD CROSSING, 93 FEET NORTH OF THE CENTERLINE OF THE ROAD, 69
 JL0246'FEET SOUTHWEST OF A TELEPHONE POLE, AND 26 FEET WEST OF THE CENTERLINE
 JL0246'OF THE TRACK.  A STANDARD DISK, STAMPED F 160 1934 SET IN THE TOP OF A
 JL0246'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0031 ***********************************************************************
 HL0031  DESIGNATION -  F 161 RESET
 HL0031  PID         -  HL0031
 HL0031  STATE/COUNTY-  CO/SAGUACHE
 HL0031  USGS QUAD   -  SWEDE CORNERS (1967)
 HL0031
 HL0031                         *CURRENT SURVEY CONTROL
 HL0031  ___________________________________________________________________
 HL0031* NAD 83(1986)-  37 54 55.     (N)    106 08 43.     (W)     SCALED    
 HL0031* NAVD 88     -      2315.75   (meters)    7597.6    (feet)  RESET     
 HL0031  ___________________________________________________________________
 HL0031  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 HL0031
 HL0031  VERT ORDER  -  THIRD
 HL0031
 HL0031.The horizontal coordinates were scaled from a topographic map and have
 HL0031.an estimated accuracy of +/- 6 seconds.
 HL0031
 HL0031.The orthometric height was computed from unverified reset data.
 HL0031.No vertical observational check was made to the station.
 HL0031
 HL0031.The geoid height was determined by GEOID03.
 HL0031
 HL0031;                    North         East    Units  Estimated Accuracy
 HL0031;SPC CO S     -   443,570.      857,660.      MT  (+/- 180 meters Scaled)
 HL0031
 HL0031                          SUPERSEDED SURVEY CONTROL
 HL0031
 HL0031  NGVD 29 (??/??/??) 2314.38   (m)         7593.1    (f) RESET       3  
 HL0031
 HL0031.Superseded values are not recommended for survey control.
 HL0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0031.See file dsdata.txt to determine how the superseded data were derived.
 HL0031
 HL0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB993970(NAD 83)
 HL0031_MARKER: DB = BENCH MARK DISK
 HL0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0031_STAMPING: F 161 RESET 1936
 HL0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0031+STABILITY: SURFACE MOTION
 HL0031
 HL0031  HISTORY     - Date     Condition        Report By
 HL0031  HISTORY     - 1936     MONUMENTED       CODH
 HL0031
 HL0031                          STATION DESCRIPTION
 HL0031
 HL0031'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1936
 HL0031'11.9 MI S FROM SAGUACHE.
 HL0031'ABOUT 11.9 MILES SOUTH ALONG U.S. HIGHWAY 285 FROM THE JUNCTION OF
 HL0031'STATE HIGHWAY 114 AT SAGUACHE, SAGUACHE COUNTY, ABOUT 0.5 MILE SOUTH
 HL0031'OF A TIMBER BRIDGE, 27 FEET SOUTH AND 112 FEET WEST OF A PILE BRIDGE
 HL0031'ACROSS A DITCH ON THE EAST SIDE OF THE HIGHWAY, 52 FEET WEST OF THE
 HL0031'CENTER LINE OF THE HIGHWAY, AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.
 HL0031'A STANDARD DISK, STAMPED F 161 RESET 1936 AND SET IN THE TOP OF A
 HL0031'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0091 ***********************************************************************
 HL0091  DESIGNATION -  F 162
 HL0091  PID         -  HL0091
 HL0091  STATE/COUNTY-  CO/MINERAL
 HL0091  USGS QUAD   -  SADDLE MOUNTAIN (1984)
 HL0091
 HL0091                         *CURRENT SURVEY CONTROL
 HL0091  ___________________________________________________________________
 HL0091* NAD 83(1986)-  37 26 42.     (N)    106 52 44.     (W)     SCALED    
 HL0091* NAVD 88     -      2427.973  (meters)    7965.77   (feet)  ADJUSTED  
 HL0091  ___________________________________________________________________
 HL0091  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 HL0091  DYNAMIC HT  -        2424.514 (meters)    7954.43  (feet)  COMP
 HL0091  MODELED GRAV-     979,119.9   (mgal)                       NAVD 88
 HL0091
 HL0091  VERT ORDER  -  SECOND    CLASS 0
 HL0091
 HL0091.The horizontal coordinates were scaled from a topographic map and have
 HL0091.an estimated accuracy of +/- 6 seconds.
 HL0091
 HL0091.The orthometric height was determined by differential leveling
 HL0091.and adjusted by the National Geodetic Survey in June 1991..
 HL0091
 HL0091.The geoid height was determined by GEOID03.
 HL0091
 HL0091.The dynamic height is computed by dividing the NAVD 88
 HL0091.geopotential number by the normal gravity value computed on the
 HL0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0091.degrees latitude (g = 980.6199 gals.).
 HL0091
 HL0091.The modeled gravity was interpolated from observed gravity values.
 HL0091
 HL0091;                    North         East    Units  Estimated Accuracy
 HL0091;SPC CO S     -   392,080.      792,390.      MT  (+/- 180 meters Scaled)
 HL0091
 HL0091                          SUPERSEDED SURVEY CONTROL
 HL0091
 HL0091  NGVD 29 (??/??/92) 2426.332  (m)         7960.39   (f) ADJ UNCH    2 0
 HL0091
 HL0091.Superseded values are not recommended for survey control.
 HL0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0091.See file dsdata.txt to determine how the superseded data were derived.
 HL0091
 HL0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB337458(NAD 83)
 HL0091_MARKER: DB = BENCH MARK DISK
 HL0091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0091_STAMPING: F 162 1934
 HL0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0091+STABILITY: SURFACE MOTION
 HL0091
 HL0091  HISTORY     - Date     Condition        Report By
 HL0091  HISTORY     - 1934     MONUMENTED       CGS
 HL0091  HISTORY     - 1962     MARK NOT FOUND   NGS
 HL0091
 HL0091                          STATION DESCRIPTION
 HL0091
 HL0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0091'16.8 MI NE FROM PAGOSA SPRINGS.
 HL0091'IN MINERAL COUNTY, ABOUT 16.8 MILES NORTHEAST ALONG U.S. HIGHWAY 160
 HL0091'FROM PAGOSA SPRINGS, ARCHULETA COUNTY, ABOUT 0.6 MILE SOUTHWEST OF A
 HL0091'WOODEN BRIDGE OVER WOLF CREEK, ABOUT 0.4 MILE SOUTHWEST OF A ROAD
 HL0091'LEADING TO BORNS LAKE, ABOUT 135 FEET SOUTHWEST OF A SHARP CURVE, 30.2
 HL0091'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 37.3 FEET SOUTHWEST
 HL0091'OF A 10-INCH SPRUCE TREE, 18.3 FEET NORTHWEST OF A 10-INCH ASPEN TREE,
 HL0091'AND 6.9 FEET SOUTHWEST OF A 2-BY 1-FOOT BOULDER.  A STANDARD DISK,
 HL0091'STAMPED F 162 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HL0091
 HL0091                          STATION RECOVERY (1962)
 HL0091
 HL0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HL0091'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0003 ***********************************************************************
 HL0003  DESIGNATION -  F 163
 HL0003  PID         -  HL0003
 HL0003  STATE/COUNTY-  CO/RIO GRANDE
 HL0003  USGS QUAD   -  HOMELAKE (1966)
 HL0003
 HL0003                         *CURRENT SURVEY CONTROL
 HL0003  ___________________________________________________________________
 HL0003* NAD 83(1986)-  37 32 46.     (N)    106 03 51.     (W)     SCALED    
 HL0003* NAVD 88     -      2322.378  (meters)    7619.34   (feet)  POSTED    
 HL0003  ___________________________________________________________________
 HL0003  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 HL0003  DYNAMIC HT  -        2319.330 (meters)    7609.34  (feet)  COMP
 HL0003  MODELED GRAV-     979,233.6   (mgal)                       NAVD 88
 HL0003
 HL0003  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 HL0003
 HL0003.The horizontal coordinates were scaled from a topographic map and have
 HL0003.an estimated accuracy of +/- 6 seconds.
 HL0003
 HL0003.The orthometric height was determined by differential leveling
 HL0003.and adjusted by the National Geodetic Survey in 1992..
 HL0003.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 HL0003.rate of 4.1 thru 8.0 mm/km.
 HL0003
 HL0003.The geoid height was determined by GEOID03.
 HL0003
 HL0003.The dynamic height is computed by dividing the NAVD 88
 HL0003.geopotential number by the normal gravity value computed on the
 HL0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0003.degrees latitude (g = 980.6199 gals.).
 HL0003
 HL0003.The modeled gravity was interpolated from observed gravity values.
 HL0003
 HL0003;                    North         East    Units  Estimated Accuracy
 HL0003;SPC CO S     -   402,560.      864,550.      MT  (+/- 180 meters Scaled)
 HL0003
 HL0003                          SUPERSEDED SURVEY CONTROL
 HL0003
 HL0003  NGVD 29 (??/??/92) 2321.074  (m)         7615.06   (f) ADJ UNCH    2 0
 HL0003
 HL0003.Superseded values are not recommended for survey control.
 HL0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0003.See file dsdata.txt to determine how the superseded data were derived.
 HL0003
 HL0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB059559(NAD 83)
 HL0003_MARKER: DB = BENCH MARK DISK
 HL0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0003_STAMPING: F 163 1934
 HL0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0003+STABILITY: SURFACE MOTION
 HL0003
 HL0003  HISTORY     - Date     Condition        Report By
 HL0003  HISTORY     - 1934     MONUMENTED       CGS
 HL0003  HISTORY     - 1938     GOOD             NGS
 HL0003
 HL0003                          STATION DESCRIPTION
 HL0003
 HL0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HL0003'5.1 MI E FROM MONTE VISTA.
 HL0003'5.1 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 HL0003'MONTE VISTA, RIO GRANDE COUNTY, 62 FEET SOUTH OF MILE POST 264, 0.2
 HL0003'MILE EAST OF A BUFF-PAINTED TWO-STORY SQUARE RANCH HOUSE, 0.2 MILE
 HL0003'FROM THE JUNCTION OF U.S. HIGHWAY 160 WITH A COUNTY ROAD LEADING
 HL0003'NORTHEAST, 123 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 63 FEET
 HL0003'NORTHWEST OF A POLE, 48 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 HL0003'AND 3 FEET NORTH OF A FENCE PARALLELING A RAILROAD TRESTLE.  A
 HL0003'STANDARD DISK, STAMPED F 163 1934 AND SET IN THE TOP OF A CONCRETE
 HL0003'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0619 ***********************************************************************
 KK0619  DESIGNATION -  F 165
 KK0619  PID         -  KK0619
 KK0619  STATE/COUNTY-  CO/JEFFERSON
 KK0619  USGS QUAD   -  ELDORADO SPRINGS (1994)
 KK0619
 KK0619                         *CURRENT SURVEY CONTROL
 KK0619  ___________________________________________________________________
 KK0619* NAD 83(1986)-  39 52 42.     (N)    105 16 59.     (W)     SCALED    
 KK0619* NAVD 88     -      2032.305  (meters)    6667.65   (feet)  ADJUSTED  
 KK0619  ___________________________________________________________________
 KK0619  GEOID HEIGHT-         -15.20  (meters)                     GEOID03
 KK0619  DYNAMIC HT  -        2030.206 (meters)    6660.77  (feet)  COMP
 KK0619  MODELED GRAV-     979,521.2   (mgal)                       NAVD 88
 KK0619
 KK0619  VERT ORDER  -  SECOND    CLASS 0
 KK0619
 KK0619.The horizontal coordinates were scaled from a topographic map and have
 KK0619.an estimated accuracy of +/- 6 seconds.
 KK0619
 KK0619.The orthometric height was determined by differential leveling
 KK0619.and adjusted by the National Geodetic Survey in June 1991..
 KK0619
 KK0619.The geoid height was determined by GEOID03.
 KK0619
 KK0619.The dynamic height is computed by dividing the NAVD 88
 KK0619.geopotential number by the normal gravity value computed on the
 KK0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0619.degrees latitude (g = 980.6199 gals.).
 KK0619
 KK0619.The modeled gravity was interpolated from observed gravity values.
 KK0619
 KK0619;                    North         East    Units  Estimated Accuracy
 KK0619;SPC CO C     -   531,840.      932,960.      MT  (+/- 180 meters Scaled)
 KK0619
 KK0619                          SUPERSEDED SURVEY CONTROL
 KK0619
 KK0619  NGVD 29 (??/??/92) 2031.095  (m)         6663.68   (f) ADJ UNCH    2 0
 KK0619
 KK0619.Superseded values are not recommended for survey control.
 KK0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0619.See file dsdata.txt to determine how the superseded data were derived.
 KK0619
 KK0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE757142(NAD 83)
 KK0619_MARKER: DB = BENCH MARK DISK
 KK0619_SETTING: 80 = SET IN A BOULDER
 KK0619_STAMPING: F 165 1934
 KK0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0619+STABILITY: SURFACE MOTION
 KK0619
 KK0619  HISTORY     - Date     Condition        Report By
 KK0619  HISTORY     - 1934     MONUMENTED       CGS
 KK0619  HISTORY     - 1965     MARK NOT FOUND   NGS
 KK0619
 KK0619                          STATION DESCRIPTION
 KK0619
 KK0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0619'13.9 MI SE FROM PINE CLIFF.
 KK0619'IN JEFFERSON COUNTY, 13.9 MILES SOUTHEAST ALONG THE DENVER AND
 KK0619'SALT LAKE RAILWAY FROM THE STATION AT PINE CLIFF, BOULDER COUNTY,
 KK0619'225 FEET SOUTHWEST OF MILEPOST 23, 150 FEET NORTH OF NEW CONCRETE
 KK0619'UNDERPASS, 22.93 ON STATE HIGHWAY 72, 52.4 FEET SOUTHWEST OF A WATER
 KK0619'TANK, 82.8 FEET WEST OF THE CENTERLINE OF THE TRACK, 18.4 FEET EAST
 KK0619'OF THE RIGHT-OF-WAY FENCE, IN THE TOP OF A 3 BY 3 FOOT GRANITE
 KK0619'BOULDER, 0.8 FOOT ABOVE GROUND, AND 8 FEET HIGHER THAN THE TOP
 KK0619'OF THE RAIL.  A STANDARD DISK, STAMPED F 165 1934.
 KK0619
 KK0619                          STATION RECOVERY (1965)
 KK0619
 KK0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KK0619'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0128 ***********************************************************************
 HM0128  DESIGNATION -  F 166
 HM0128  PID         -  HM0128
 HM0128  STATE/COUNTY-  CO/MONTEZUMA
 HM0128  USGS QUAD   -  YELLOW JACKET (1979)
 HM0128
 HM0128                         *CURRENT SURVEY CONTROL
 HM0128  ___________________________________________________________________
 HM0128* NAD 83(1986)-  37 33 31.     (N)    108 44 36.     (W)     SCALED    
 HM0128* NAVD 88     -      2099.653  (meters)    6888.61   (feet)  ADJUSTED  
 HM0128  ___________________________________________________________________
 HM0128  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 HM0128  DYNAMIC HT  -        2097.022 (meters)    6879.98  (feet)  COMP
 HM0128  MODELED GRAV-     979,301.8   (mgal)                       NAVD 88
 HM0128
 HM0128  VERT ORDER  -  SECOND    CLASS 0
 HM0128
 HM0128.The horizontal coordinates were scaled from a topographic map and have
 HM0128.an estimated accuracy of +/- 6 seconds.
 HM0128
 HM0128.The orthometric height was determined by differential leveling
 HM0128.and adjusted by the National Geodetic Survey in June 1991..
 HM0128
 HM0128.The geoid height was determined by GEOID03.
 HM0128
 HM0128.The dynamic height is computed by dividing the NAVD 88
 HM0128.geopotential number by the normal gravity value computed on the
 HM0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0128.degrees latitude (g = 980.6199 gals.).
 HM0128
 HM0128.The modeled gravity was interpolated from observed gravity values.
 HM0128
 HM0128;                    North         East    Units  Estimated Accuracy
 HM0128;SPC CO S     -   408,770.      627,900.      MT  (+/- 180 meters Scaled)
 HM0128
 HM0128                          SUPERSEDED SURVEY CONTROL
 HM0128
 HM0128  NGVD 29 (??/??/92) 2098.460  (m)         6884.70   (f) ADJ UNCH    2 0
 HM0128
 HM0128.Superseded values are not recommended for survey control.
 HM0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0128.See file dsdata.txt to determine how the superseded data were derived.
 HM0128
 HM0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG993592(NAD 83)
 HM0128_MARKER: DB = BENCH MARK DISK
 HM0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0128_STAMPING: F-166 1934
 HM0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0128+STABILITY: SURFACE MOTION
 HM0128
 HM0128  HISTORY     - Date     Condition        Report By
 HM0128  HISTORY     - 1934     MONUMENTED       CGS
 HM0128
 HM0128                          STATION DESCRIPTION
 HM0128
 HM0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0128'1.6 MI SE FROM ACKMEN.
 HM0128'1.6 MILES SOUTHEAST OF, ALONG U.S. HWY 160, FROM ACKMEN PUBLIC SCHOOL.
 HM0128'ABOUT 1000 FEET SOUTH OF SMALL FRAME HOUSE ON SIDE OF HILL. 27 FEET
 HM0128'NORTH OF CENTERLINE OF U.S. HWY.160.  24.4 FEET NORTHWEST OF NORTH END
 HM0128'OF CULVERT UNDER HIGHWAY.  24 FEET EAST OF CENTER OF WAGON GATE. 5.9
 HM0128'FEET WEST OF TELEPHONE POLE.  2.8 FEET SOUTH OF FENCE LINE. PRECAST
 HM0128'CONCRETE POST SET AT EAST END OF WINDING ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0946 ***********************************************************************
 KK0946  DESIGNATION -  F 167
 KK0946  PID         -  KK0946
 KK0946  STATE/COUNTY-  CO/PARK
 KK0946  USGS QUAD   -  OBSERVATORY ROCK (1979)
 KK0946
 KK0946                         *CURRENT SURVEY CONTROL
 KK0946  ___________________________________________________________________
 KK0946* NAD 83(1986)-  39 16 05.     (N)    105 40 16.     (W)     SCALED    
 KK0946* NAVD 88     -      2741.332  (meters)    8993.85   (feet)  ADJUSTED  
 KK0946  ___________________________________________________________________
 KK0946  GEOID HEIGHT-         -13.06  (meters)                     GEOID03
 KK0946  DYNAMIC HT  -        2737.987 (meters)    8982.88  (feet)  COMP
 KK0946  MODELED GRAV-     979,306.8   (mgal)                       NAVD 88
 KK0946
 KK0946  VERT ORDER  -  SECOND    CLASS 0
 KK0946
 KK0946.The horizontal coordinates were scaled from a topographic map and have
 KK0946.an estimated accuracy of +/- 6 seconds.
 KK0946
 KK0946.The orthometric height was determined by differential leveling
 KK0946.and adjusted by the National Geodetic Survey in June 1991..
 KK0946
 KK0946.The geoid height was determined by GEOID03.
 KK0946
 KK0946.The dynamic height is computed by dividing the NAVD 88
 KK0946.geopotential number by the normal gravity value computed on the
 KK0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0946.degrees latitude (g = 980.6199 gals.).
 KK0946
 KK0946.The modeled gravity was interpolated from observed gravity values.
 KK0946
 KK0946;                    North         East    Units  Estimated Accuracy
 KK0946;SPC CO C     -   464,080.      899,640.      MT  (+/- 180 meters Scaled)
 KK0946
 KK0946                          SUPERSEDED SURVEY CONTROL
 KK0946
 KK0946  NGVD 29 (??/??/92) 2739.852  (m)         8989.00   (f) ADJ UNCH    2 0
 KK0946
 KK0946.Superseded values are not recommended for survey control.
 KK0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0946.See file dsdata.txt to determine how the superseded data were derived.
 KK0946
 KK0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD421467(NAD 83)
 KK0946_MARKER: DB = BENCH MARK DISK
 KK0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0946_STAMPING: F 167 1934
 KK0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0946+STABILITY: SURFACE MOTION
 KK0946
 KK0946  HISTORY     - Date     Condition        Report By
 KK0946  HISTORY     - 1934     MONUMENTED       CGS
 KK0946
 KK0946                          STATION DESCRIPTION
 KK0946
 KK0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0946'12 MI SE FROM JEFFERSON.
 KK0946'12.0 MILES SOUTHEAST ALONG STATE HIGHWAY 77 FROM THE GRAMMAR SCHOOL
 KK0946'AT JEFFERSON, PARK COUNTY, 83 FEET SOUTHWEST OF THE E. B. JOHNSTON
 KK0946'RESIDENCE, 18 FEET SOUTHEAST OF A GATE, AND 19 FEET NROTHEAST OF THE
 KK0946'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED F 167 1934 AND
 KK0946'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0318 ***********************************************************************
 HL0318  DESIGNATION -  F 169
 HL0318  PID         -  HL0318
 HL0318  STATE/COUNTY-  CO/HINSDALE
 HL0318  USGS QUAD   -  SLUMGULLION PASS (1986)
 HL0318
 HL0318                         *CURRENT SURVEY CONTROL
 HL0318  ___________________________________________________________________
 HL0318* NAD 83(1986)-  37 59 30.     (N)    107 14 27.     (W)     SCALED    
 HL0318* NAVD 88     -      3247.821  (meters)   10655.56   (feet)  ADJUSTED  
 HL0318  ___________________________________________________________________
 HL0318  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 HL0318  DYNAMIC HT  -        3243.017 (meters)   10639.80  (feet)  COMP
 HL0318  MODELED GRAV-     979,031.8   (mgal)                       NAVD 88
 HL0318
 HL0318  VERT ORDER  -  SECOND    CLASS 0
 HL0318
 HL0318.The horizontal coordinates were scaled from a topographic map and have
 HL0318.an estimated accuracy of +/- 6 seconds.
 HL0318
 HL0318.The orthometric height was determined by differential leveling
 HL0318.and adjusted by the National Geodetic Survey in June 1991..
 HL0318
 HL0318.The geoid height was determined by GEOID03.
 HL0318
 HL0318.The dynamic height is computed by dividing the NAVD 88
 HL0318.geopotential number by the normal gravity value computed on the
 HL0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0318.degrees latitude (g = 980.6199 gals.).
 HL0318
 HL0318.The modeled gravity was interpolated from observed gravity values.
 HL0318
 HL0318;                    North         East    Units  Estimated Accuracy
 HL0318;SPC CO S     -   453,280.      761,500.      MT  (+/- 180 meters Scaled)
 HL0318
 HL0318                          SUPERSEDED SURVEY CONTROL
 HL0318
 HL0318.No superseded survey control is available for this station.
 HL0318
 HL0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC032072(NAD 83)
 HL0318_MARKER: DB = BENCH MARK DISK
 HL0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0318_STAMPING: F 169 1934
 HL0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0318+STABILITY: SURFACE MOTION
 HL0318
 HL0318  HISTORY     - Date     Condition        Report By
 HL0318  HISTORY     - 1934     MONUMENTED       CGS
 HL0318
 HL0318                          STATION DESCRIPTION
 HL0318
 HL0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0318'8.7 MI SE FROM LAKE CITY.
 HL0318'8.7 MILES SOUTHEAST ALONG STATE HIGHWAY 149 FROM THE DENVER AND RIO
 HL0318'GRANDE WESTERN RAILROAD (NOW ABANDONED) STATION AT LAKE CITY, HINSDALE
 HL0318'COUNTY, AT THE FOOT OF A HILL, 51 FEET NORTHWEST OF THE POINT OF CURVE
 HL0318'OF A HORSESHOE CURVE, NEAR A CLUSTER OF SMALL ASPEN TREES, 79 FEET
 HL0318'WEST OF A RED CLAY BANK, 60 FEET NORTHWEST OF THE SOUTHWEST END OF A
 HL0318'GALVANIZED-PIPE CULVERT, 34 FEET NORTH OF THE CENTERLINE OF THE
 HL0318'HIGHWAY, AND 6 FEET WEST OF AN 8-INCH ASPEN TREE. A STANDARD DISK,
 HL0318'STAMPED F 169 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0259 ***********************************************************************
 LK0259  DESIGNATION -  F 17
 LK0259  PID         -  LK0259
 LK0259  STATE/COUNTY-  CO/MORGAN
 LK0259  USGS QUAD   -  BRUSH EAST (1984)
 LK0259
 LK0259                         *CURRENT SURVEY CONTROL
 LK0259  ___________________________________________________________________
 LK0259* NAD 83(1986)-  40 21 37.     (N)    103 31 47.     (W)     SCALED    
 LK0259* NAVD 88     -      1262.871  (meters)    4143.27   (feet)  POSTED    
 LK0259  ___________________________________________________________________
 LK0259  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 LK0259  DYNAMIC HT  -        1261.890 (meters)    4140.05  (feet)  COMP
 LK0259  MODELED GRAV-     979,802.0   (mgal)                       NAVD 88
 LK0259
 LK0259  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LK0259
 LK0259.The horizontal coordinates were scaled from a topographic map and have
 LK0259.an estimated accuracy of +/- 6 seconds.
 LK0259
 LK0259.The orthometric height was determined by differential leveling
 LK0259.and adjusted by the National Geodetic Survey in 1992..
 LK0259.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LK0259.rate of 0.0 thru 1.0 mm/km.
 LK0259
 LK0259.The geoid height was determined by GEOID03.
 LK0259
 LK0259.The dynamic height is computed by dividing the NAVD 88
 LK0259.geopotential number by the normal gravity value computed on the
 LK0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0259.degrees latitude (g = 980.6199 gals.).
 LK0259
 LK0259.The modeled gravity was interpolated from observed gravity values.
 LK0259
 LK0259;                    North         East    Units  Estimated Accuracy
 LK0259;SPC CO N     -   420,680.    1,081,740.      MT  (+/- 180 meters Scaled)
 LK0259
 LK0259                          SUPERSEDED SURVEY CONTROL
 LK0259
 LK0259  NGVD 29 (??/??/92) 1262.227  (m)         4141.16   (f) ADJ UNCH    1 2
 LK0259
 LK0259.Superseded values are not recommended for survey control.
 LK0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0259.See file dsdata.txt to determine how the superseded data were derived.
 LK0259
 LK0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE248687(NAD 83)
 LK0259_MARKER: DB = BENCH MARK DISK
 LK0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0259_STAMPING: ELEV 4141.242 FT F 17 1926
 LK0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0259+STABILITY: SURFACE MOTION
 LK0259
 LK0259  HISTORY     - Date     Condition        Report By
 LK0259  HISTORY     - 1926     MONUMENTED       CGS
 LK0259  HISTORY     - 1934     GOOD             NGS
 LK0259  HISTORY     - 1984     MARK NOT FOUND   NGS
 LK0259
 LK0259                          STATION DESCRIPTION
 LK0259
 LK0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LK0259'7 MI SW FROM MESSEX.
 LK0259'IN MORGAN COUNTY, 7 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD
 LK0259'FROM MESSEX, WASHINGTON COUNTY, AT THE SIDING AT COPPER, AT SEMAPHORE
 LK0259'831, AT A ROAD CROSSING, 44.2 FEET SOUTH OF THE TRACK, 15.7 FEET WEST
 LK0259'OF A GATEPOST, AND 2.2 FEET NORTH OF A FENCE.  A STANDARD DISK,
 LK0259'STAMPED ELEV. 4141.242 FT. F 17 1926 AND SET IN THE TOP OF A CONCRETE
 LK0259'POST PROJECTING 2 INCHES ABOVE GROUND.
 LK0259
 LK0259                          STATION RECOVERY (1984)
 LK0259
 LK0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LK0259'THIS AREA IS NOW THE SITE OF A CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0344 ***********************************************************************
 JL0344  DESIGNATION -  F 170
 JL0344  PID         -  JL0344
 JL0344  STATE/COUNTY-  CO/GUNNISON
 JL0344  USGS QUAD   -  SAPINERO (1982)
 JL0344
 JL0344                         *CURRENT SURVEY CONTROL
 JL0344  ___________________________________________________________________
 JL0344* NAD 83(1986)-  38 26 44.     (N)    107 17 45.     (W)     SCALED    
 JL0344* NAVD 88     -      2224.377  (meters)    7297.81   (feet)  ADJUSTED  
 JL0344  ___________________________________________________________________
 JL0344  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 JL0344  DYNAMIC HT  -        2221.686 (meters)    7288.98  (feet)  COMP
 JL0344  MODELED GRAV-     979,339.5   (mgal)                       NAVD 88
 JL0344
 JL0344  VERT ORDER  -  SECOND    CLASS 0
 JL0344
 JL0344.The horizontal coordinates were scaled from a topographic map and have
 JL0344.an estimated accuracy of +/- 6 seconds.
 JL0344
 JL0344.The orthometric height was determined by differential leveling
 JL0344.and adjusted by the National Geodetic Survey in June 1991..
 JL0344
 JL0344.The geoid height was determined by GEOID03.
 JL0344
 JL0344.The dynamic height is computed by dividing the NAVD 88
 JL0344.geopotential number by the normal gravity value computed on the
 JL0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0344.degrees latitude (g = 980.6199 gals.).
 JL0344
 JL0344.The modeled gravity was interpolated from observed gravity values.
 JL0344
 JL0344;                    North         East    Units  Estimated Accuracy
 JL0344;SPC CO C     -   374,310.      757,640.      MT  (+/- 180 meters Scaled)
 JL0344
 JL0344                          SUPERSEDED SURVEY CONTROL
 JL0344
 JL0344  NGVD 29 (??/??/92) 2222.918  (m)         7293.02   (f) ADJ UNCH    2 0
 JL0344
 JL0344.Superseded values are not recommended for survey control.
 JL0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0344.See file dsdata.txt to determine how the superseded data were derived.
 JL0344
 JL0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC996577(NAD 83)
 JL0344_MARKER: DB = BENCH MARK DISK
 JL0344_SETTING: 66 = SET IN ROCK OUTCROP
 JL0344_SP_SET: GRANITE ROCK
 JL0344_STAMPING: F 170 1934
 JL0344_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0344+STABILITY: POSITION/ELEVATION WELL
 JL0344
 JL0344  HISTORY     - Date     Condition        Report By
 JL0344  HISTORY     - 1934     MONUMENTED       CGS
 JL0344
 JL0344                          STATION DESCRIPTION
 JL0344
 JL0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0344'2.6 MI S FROM SAPINERO.
 JL0344'2.6 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD (NOW
 JL0344'ABANDONED) FROM THE STATION AT SAPINERO, GUNNISON COUNTY, 800 FEET
 JL0344'NORTHWEST OF MILEPOST 317, 52 FEET NORTH OF THE NORTH BANK OF LAKE
 JL0344'FORK OF GUNNISON RIVER, 18 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 JL0344'2-1/2-FEET SOUTHEAST OF A SMALL OAK TREE, IN THE TOP OF A 4-1/2 BY
 JL0344'3-FOOT SAND GRANITE ROCK, AND 19 INCHES ABOVE GROUND.  A STANDARD
 JL0344'DISK, STAMPED F 170 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0119 ***********************************************************************
 JL0119  DESIGNATION -  F 171
 JL0119  PID         -  JL0119
 JL0119  STATE/COUNTY-  CO/SAGUACHE
 JL0119  USGS QUAD   -  TRICKLE MOUNTAIN (1967)
 JL0119
 JL0119                         *CURRENT SURVEY CONTROL
 JL0119  ___________________________________________________________________
 JL0119* NAD 83(1986)-  38 08 09.     (N)    106 29 42.     (W)     SCALED    
 JL0119* NAVD 88     -      2693.121  (meters)    8835.68   (feet)  ADJUSTED  
 JL0119  ___________________________________________________________________
 JL0119  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 JL0119  DYNAMIC HT  -        2689.507 (meters)    8823.82  (feet)  COMP
 JL0119  MODELED GRAV-     979,189.7   (mgal)                       NAVD 88
 JL0119
 JL0119  VERT ORDER  -  SECOND    CLASS 0
 JL0119
 JL0119.The horizontal coordinates were scaled from a topographic map and have
 JL0119.an estimated accuracy of +/- 6 seconds.
 JL0119
 JL0119.The orthometric height was determined by differential leveling
 JL0119.and adjusted by the National Geodetic Survey in June 1991..
 JL0119
 JL0119.The geoid height was determined by GEOID03.
 JL0119
 JL0119.The dynamic height is computed by dividing the NAVD 88
 JL0119.geopotential number by the normal gravity value computed on the
 JL0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0119.degrees latitude (g = 980.6199 gals.).
 JL0119
 JL0119.The modeled gravity was interpolated from observed gravity values.
 JL0119
 JL0119;                    North         East    Units  Estimated Accuracy
 JL0119;SPC CO S     -   468,320.      827,180.      MT  (+/- 180 meters Scaled)
 JL0119
 JL0119                          SUPERSEDED SURVEY CONTROL
 JL0119
 JL0119  NGVD 29 (??/??/92) 2691.487  (m)         8830.32   (f) ADJ UNCH    2 0
 JL0119
 JL0119.Superseded values are not recommended for survey control.
 JL0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0119.See file dsdata.txt to determine how the superseded data were derived.
 JL0119
 JL0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC689219(NAD 83)
 JL0119_MARKER: DB = BENCH MARK DISK
 JL0119_SETTING: 80 = SET IN A BOULDER
 JL0119_SP_SET: BOULDER
 JL0119_STAMPING: F 171 1934
 JL0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0119+STABILITY: SURFACE MOTION
 JL0119
 JL0119  HISTORY     - Date     Condition        Report By
 JL0119  HISTORY     - 1934     MONUMENTED       CGS
 JL0119  HISTORY     - 1962     MARK NOT FOUND   NGS
 JL0119
 JL0119                          STATION DESCRIPTION
 JL0119
 JL0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0119'24.6 MI W FROM SAGUACHE.
 JL0119'ABOUT 24.6 MILES WEST ALONG STATE HIGHWAY 114 FROM THE COUNTY
 JL0119'COURTHOUSE AT SAGUACHE, SAGUACHE COUNTY, ABOUT 0.3 MILE WEST OF THE
 JL0119'ENTRANCE TO COCHETOPA NATIONAL FOREST, 72 FEET SOUTH OF A POLE, 60
 JL0119'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 43.5 FEET WEST OF A MASS
 JL0119'OF LARGE ROCK, 38 FEET NORTHEAST OF THE NORTHEAST END OF A WOODEN
 JL0119'CULVERT, IN THE CENTER OF THE TOP OF A 4.5- BY 4.5-FOOT BOULDER, AND
 JL0119'ABOUT 1.9 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED F 171 1934.
 JL0119
 JL0119                          STATION RECOVERY (1962)
 JL0119
 JL0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JL0119'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0342 ***********************************************************************
 JK0342  DESIGNATION -  F 172
 JK0342  PID         -  JK0342
 JK0342  STATE/COUNTY-  CO/TELLER
 JK0342  USGS QUAD   -  CRIPPLE CREEK SOUTH (1975)
 JK0342
 JK0342                         *CURRENT SURVEY CONTROL
 JK0342  ___________________________________________________________________
 JK0342* NAD 83(1986)-  38 44 42.     (N)    105 07 47.     (W)     SCALED    
 JK0342* NAVD 88     -      3071.706  (meters)   10077.76   (feet)  ADJUSTED  
 JK0342  ___________________________________________________________________
 JK0342  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 JK0342  DYNAMIC HT  -        3067.752 (meters)   10064.78  (feet)  COMP
 JK0342  MODELED GRAV-     979,227.1   (mgal)                       NAVD 88
 JK0342
 JK0342  VERT ORDER  -  SECOND    CLASS 0
 JK0342
 JK0342.The horizontal coordinates were scaled from a topographic map and have
 JK0342.an estimated accuracy of +/- 6 seconds.
 JK0342
 JK0342.The orthometric height was determined by differential leveling
 JK0342.and adjusted by the National Geodetic Survey in June 1991..
 JK0342
 JK0342.The geoid height was determined by GEOID03.
 JK0342
 JK0342.The dynamic height is computed by dividing the NAVD 88
 JK0342.geopotential number by the normal gravity value computed on the
 JK0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0342.degrees latitude (g = 980.6199 gals.).
 JK0342
 JK0342.The modeled gravity was interpolated from observed gravity values.
 JK0342
 JK0342;                    North         East    Units  Estimated Accuracy
 JK0342;SPC CO C     -   406,070.      946,590.      MT  (+/- 180 meters Scaled)
 JK0342
 JK0342                          SUPERSEDED SURVEY CONTROL
 JK0342
 JK0342  NGVD 29 (??/??/92) 3070.250  (m)        10072.98   (f) ADJ UNCH    2 0
 JK0342
 JK0342.Superseded values are not recommended for survey control.
 JK0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0342.See file dsdata.txt to determine how the superseded data were derived.
 JK0342
 JK0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC887884(NAD 83)
 JK0342_MARKER: DB = BENCH MARK DISK
 JK0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0342_STAMPING: F 172 1934
 JK0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0342+STABILITY: SURFACE MOTION
 JK0342
 JK0342  HISTORY     - Date     Condition        Report By
 JK0342  HISTORY     - 1934     MONUMENTED       CGS
 JK0342  HISTORY     - 1952     GOOD             NGS
 JK0342  HISTORY     - 1954     GOOD             NGS
 JK0342
 JK0342                          STATION DESCRIPTION
 JK0342
 JK0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JK0342'3 MI N FROM VICTOR.
 JK0342'0.3 MILE NORTH ALONG STATE HIGHWAY 67 FROM THE GRADE SCHOOL AT
 JK0342'VICTOR, THENCE 2.7 MILES NORTH ALONG STATE HIGHWAY 268, AT AN
 JK0342'ABANDONED GOLD MINE, 47 FEET NORTHEAST OF THE CENTER LINE OF THE
 JK0342'HIGHWAY, 45 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A 15X30 FOOT
 JK0342'SHEET METAL COVERED BUILDING, 3 FEET NORTHWEST OF A WITNESS POST,
 JK0342'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 JK0342'GROUND.
 JK0342
 JK0342                          STATION RECOVERY (1954)
 JK0342
 JK0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JK0342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0792 ***********************************************************************
 KK0792  DESIGNATION -  F 173 RESET
 KK0792  PID         -  KK0792
 KK0792  STATE/COUNTY-  CO/PARK
 KK0792  USGS QUAD   -  TARRYALL (1994)
 KK0792
 KK0792                         *CURRENT SURVEY CONTROL
 KK0792  ___________________________________________________________________
 KK0792* NAD 83(1986)-  39 05 10.     (N)    105 25 25.     (W)     SCALED    
 KK0792* NAVD 88     -      2521.19   (meters)    8271.6    (feet)  RESET     
 KK0792  ___________________________________________________________________
 KK0792  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 KK0792
 KK0792  VERT ORDER  -  THIRD
 KK0792
 KK0792.The horizontal coordinates were scaled from a topographic map and have
 KK0792.an estimated accuracy of +/- 6 seconds.
 KK0792
 KK0792.The orthometric height was computed from unverified reset data.
 KK0792.No vertical observational check was made to the station.
 KK0792
 KK0792.The geoid height was determined by GEOID03.
 KK0792
 KK0792;                    North         East    Units  Estimated Accuracy
 KK0792;SPC CO C     -   443,870.      921,010.      MT  (+/- 180 meters Scaled)
 KK0792
 KK0792                          SUPERSEDED SURVEY CONTROL
 KK0792
 KK0792  NGVD 29 (03/28/06) 2519.84   (m)         8267.2    (f) RESET       3  
 KK0792
 KK0792.Superseded values are not recommended for survey control.
 KK0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0792.See file dsdata.txt to determine how the superseded data were derived.
 KK0792
 KK0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD633264(NAD 83)
 KK0792_MARKER: DB = BENCH MARK DISK
 KK0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0792_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0792_STAMPING: F 173 RESET 1974
 KK0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0792+STABILITY: SURFACE MOTION
 KK0792
 KK0792  HISTORY     - Date     Condition        Report By
 KK0792  HISTORY     - 1974     MONUMENTED       LOCENG
 KK0792
 KK0792                          STATION DESCRIPTION
 KK0792
 KK0792'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 KK0792'7.7 MI NW FROM LAKE GEORGE.
 KK0792'DISK IS 150 FEET SOUTH OF OLD WILLIAM POLSOM RESIDENCE, 7.7 MILES
 KK0792'NORTHWESTERLY ALONG PARK COUNTY ROAD NO. 77, FROM LAKE GEORGE,
 KK0792'INTERSECTION OF STATE HIGHWAY 24 AND PARK COUNTY NO. 77, 40 FEET
 KK0792'WESTERLY OF CENTERLINE OF NEW ROAD.  A RESET STANDARD DISK IN A
 KK0792'CONCRETE MONUMENT 5 DIA. 36 INCHES LONG, 30 INCHES IN GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0747 ***********************************************************************
 KK0747  DESIGNATION -  F 174 RESET
 KK0747  PID         -  KK0747
 KK0747  STATE/COUNTY-  CO/TELLER
 KK0747  USGS QUAD   -  MOUNT DECEPTION (1984)
 KK0747
 KK0747                         *CURRENT SURVEY CONTROL
 KK0747  ___________________________________________________________________
 KK0747* NAD 83(1986)-  39 07 14.     (N)    105 06 07.     (W)     SCALED    
 KK0747* NAVD 88     -      2335.740  (meters)    7663.17   (feet)  ADJUSTED  
 KK0747  ___________________________________________________________________
 KK0747  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 KK0747  DYNAMIC HT  -        2333.106 (meters)    7654.53  (feet)  COMP
 KK0747  MODELED GRAV-     979,415.2   (mgal)                       NAVD 88
 KK0747
 KK0747  VERT ORDER  -  SECOND    CLASS 0
 KK0747
 KK0747.The horizontal coordinates were scaled from a topographic map and have
 KK0747.an estimated accuracy of +/- 6 seconds.
 KK0747
 KK0747.The orthometric height was determined by differential leveling
 KK0747.and adjusted by the National Geodetic Survey in June 1991..
 KK0747
 KK0747.The geoid height was determined by GEOID03.
 KK0747
 KK0747.The dynamic height is computed by dividing the NAVD 88
 KK0747.geopotential number by the normal gravity value computed on the
 KK0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0747.degrees latitude (g = 980.6199 gals.).
 KK0747
 KK0747.The modeled gravity was interpolated from observed gravity values.
 KK0747
 KK0747;                    North         East    Units  Estimated Accuracy
 KK0747;SPC CO C     -   447,770.      948,820.      MT  (+/- 180 meters Scaled)
 KK0747
 KK0747                          SUPERSEDED SURVEY CONTROL
 KK0747
 KK0747  NGVD 29 (??/??/92) 2334.536  (m)         7659.22   (f) ADJ UNCH    2 0
 KK0747
 KK0747.Superseded values are not recommended for survey control.
 KK0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0747.See file dsdata.txt to determine how the superseded data were derived.
 KK0747
 KK0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD911301(NAD 83)
 KK0747_MARKER: DB = BENCH MARK DISK
 KK0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0747_STAMPING: F 174 RESET 1934 1952
 KK0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0747+STABILITY: SURFACE MOTION
 KK0747
 KK0747  HISTORY     - Date     Condition        Report By
 KK0747  HISTORY     - 1952     MONUMENTED       CGS
 KK0747
 KK0747                          STATION DESCRIPTION
 KK0747
 KK0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0747'4.8 MI SE FROM WEST CREEK.
 KK0747'0.3 MILE SOUTHEAST ALONG A WINDING GRAVELED ROAD FROM THE
 KK0747'GRADE SCHOOL AT WEST CREEK, THENCE 4.55 MILES SOUTHEAST
 KK0747'ALONG STATE HIGHWAY 67, 75 FEET NORTHWEST OF A GROUP OF 6
 KK0747'PINE TREES, 66 FEET NORTHEAST OF THE CENTER LINE OF THE
 KK0747'HIGHWAY, AT THE SOUTHWEST CORNER OF A MEADOW, 2 FEET SOUTHWEST
 KK0747'OF A FENCE, 3 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP
 KK0747'OF A CONCRETE POST WHICH PROJECTS 0.8 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0452 ***********************************************************************
 JK0452  DESIGNATION -  F 175
 JK0452  PID         -  JK0452
 JK0452  STATE/COUNTY-  CO/EL PASO
 JK0452  USGS QUAD   -  WOODLAND PARK (1994)
 JK0452
 JK0452                         *CURRENT SURVEY CONTROL
 JK0452  ___________________________________________________________________
 JK0452* NAD 83(1986)-  38 55 37.     (N)    105 00 20.     (W)     SCALED    
 JK0452* NAVD 88     -      2329.871  (meters)    7643.92   (feet)  ADJUSTED  
 JK0452  ___________________________________________________________________
 JK0452  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 JK0452  DYNAMIC HT  -        2327.176 (meters)    7635.08  (feet)  COMP
 JK0452  MODELED GRAV-     979,386.8   (mgal)                       NAVD 88
 JK0452
 JK0452  VERT ORDER  -  SECOND    CLASS 0
 JK0452
 JK0452.The horizontal coordinates were scaled from a topographic map and have
 JK0452.an estimated accuracy of +/- 6 seconds.
 JK0452
 JK0452.The orthometric height was determined by differential leveling
 JK0452.and adjusted by the National Geodetic Survey in June 1991..
 JK0452
 JK0452.The geoid height was determined by GEOID03.
 JK0452
 JK0452.The dynamic height is computed by dividing the NAVD 88
 JK0452.geopotential number by the normal gravity value computed on the
 JK0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0452.degrees latitude (g = 980.6199 gals.).
 JK0452
 JK0452.The modeled gravity was interpolated from observed gravity values.
 JK0452
 JK0452;                    North         East    Units  Estimated Accuracy
 JK0452;SPC CO C     -   426,320.      957,280.      MT  (+/- 180 meters Scaled)
 JK0452
 JK0452                          SUPERSEDED SURVEY CONTROL
 JK0452
 JK0452  NGVD 29 (??/??/92) 2328.656  (m)         7639.93   (f) ADJ UNCH    2 0
 JK0452
 JK0452.Superseded values are not recommended for survey control.
 JK0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0452.See file dsdata.txt to determine how the superseded data were derived.
 JK0452
 JK0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD995086(NAD 83)
 JK0452_MARKER: DB = BENCH MARK DISK
 JK0452_SETTING: 80 = SET IN A BOULDER
 JK0452_SP_SET: BOULDER
 JK0452_STAMPING: F 175 1934 7639.932
 JK0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0452+STABILITY: SURFACE MOTION
 JK0452
 JK0452  HISTORY     - Date     Condition        Report By
 JK0452  HISTORY     - 1934     MONUMENTED       CGS
 JK0452  HISTORY     - 1975     GOOD             LOCSUR
 JK0452
 JK0452                          STATION DESCRIPTION
 JK0452
 JK0452'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 JK0452'0.8 MI SE FROM GREEN MOUNTAIN FALLS.
 JK0452'MIDLAND TERMINAL RAILWAY HAS BEEN ABANDONED AND BENCH MARK
 JK0452'IS NOW ON PRIVATE LAND.  TO REACH FROM P.O. IN GREEN MOUNTAIN
 JK0452'FALLS, COLORADO, GO SE ON UTE PASS AVENUE 0.8 MILES TO INTERSECTION
 JK0452'OF UTE PASS AVENUE AND MESA ROAD AND BENCH MARK ON LEFT, ON EAST
 JK0452'LOWER SIDE OF 10 X 16 GRANITE BOULDER AMONG SEVERAL LARGE
 JK0452'BOULDERS, AND ABOUT 50 FEET LOWER THAN INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0904 ***********************************************************************
 KK0904  DESIGNATION -  F 176
 KK0904  PID         -  KK0904
 KK0904  STATE/COUNTY-  CO/PARK
 KK0904  USGS QUAD   -  GARO (1994)
 KK0904
 KK0904                         *CURRENT SURVEY CONTROL
 KK0904  ___________________________________________________________________
 KK0904* NAD 83(1986)-  39 06 51.     (N)    105 59 40.     (W)     SCALED    
 KK0904* NAVD 88     -      2859.481  (meters)    9381.48   (feet)  ADJUSTED  
 KK0904  ___________________________________________________________________
 KK0904  GEOID HEIGHT-         -13.40  (meters)                     GEOID03
 KK0904  DYNAMIC HT  -        2855.788 (meters)    9369.36  (feet)  COMP
 KK0904  MODELED GRAV-     979,232.1   (mgal)                       NAVD 88
 KK0904
 KK0904  VERT ORDER  -  SECOND    CLASS 0
 KK0904
 KK0904.The horizontal coordinates were scaled from a topographic map and have
 KK0904.an estimated accuracy of +/- 6 seconds.
 KK0904
 KK0904.The orthometric height was determined by differential leveling
 KK0904.and adjusted by the National Geodetic Survey in June 1991..
 KK0904
 KK0904.The geoid height was determined by GEOID03.
 KK0904
 KK0904.The dynamic height is computed by dividing the NAVD 88
 KK0904.geopotential number by the normal gravity value computed on the
 KK0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0904.degrees latitude (g = 980.6199 gals.).
 KK0904
 KK0904.The modeled gravity was interpolated from observed gravity values.
 KK0904
 KK0904;                    North         East    Units  Estimated Accuracy
 KK0904;SPC CO C     -   447,100.      871,640.      MT  (+/- 180 meters Scaled)
 KK0904
 KK0904                          SUPERSEDED SURVEY CONTROL
 KK0904
 KK0904  NGVD 29 (??/??/92) 2857.813  (m)         9376.01   (f) ADJ UNCH    2 0
 KK0904
 KK0904.Superseded values are not recommended for survey control.
 KK0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0904.See file dsdata.txt to determine how the superseded data were derived.
 KK0904
 KK0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD140299(NAD 83)
 KK0904_MARKER: DB = BENCH MARK DISK
 KK0904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0904_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0904_STAMPING: F 176 1934
 KK0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0904+STABILITY: SURFACE MOTION
 KK0904
 KK0904  HISTORY     - Date     Condition        Report By
 KK0904  HISTORY     - 1934     MONUMENTED       CGS
 KK0904  HISTORY     - 1954     MARK NOT FOUND   NGS
 KK0904
 KK0904                          STATION DESCRIPTION
 KK0904
 KK0904'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0904'8 MI S FROM FAIRPLAY.
 KK0904'8.0 MILES SOUTH ALONG U.S. HIGHWAY 285 FROM FAIRPLAY, PARK COUNTY,
 KK0904'0.3 MILE EAST OF A PINE COVERED MOUNTAIN, 0.4 MILE NORTH OF A
 KK0904'CULVERT, 28.5 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 22.6
 KK0904'FEET SOUTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED F 176 1934
 KK0904'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0934 ***********************************************************************
 KK0934  DESIGNATION -  F 177
 KK0934  PID         -  KK0934
 KK0934  STATE/COUNTY-  CO/PARK
 KK0934  USGS QUAD   -  HARTSEL (1956)
 KK0934
 KK0934                         *CURRENT SURVEY CONTROL
 KK0934  ___________________________________________________________________
 KK0934* NAD 83(1986)-  39 01 16.     (N)    105 47 29.     (W)     SCALED    
 KK0934* NAVD 88     -      2700.594  (meters)    8860.20   (feet)  ADJUSTED  
 KK0934  ___________________________________________________________________
 KK0934  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 KK0934  DYNAMIC HT  -        2697.227 (meters)    8849.15  (feet)  COMP
 KK0934  MODELED GRAV-     979,282.8   (mgal)                       NAVD 88
 KK0934
 KK0934  VERT ORDER  -  SECOND    CLASS 0
 KK0934
 KK0934.The horizontal coordinates were scaled from a topographic map and have
 KK0934.an estimated accuracy of +/- 6 seconds.
 KK0934
 KK0934.The orthometric height was determined by differential leveling
 KK0934.and adjusted by the National Geodetic Survey in June 1991..
 KK0934
 KK0934.The geoid height was determined by GEOID03.
 KK0934
 KK0934.The dynamic height is computed by dividing the NAVD 88
 KK0934.geopotential number by the normal gravity value computed on the
 KK0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0934.degrees latitude (g = 980.6199 gals.).
 KK0934
 KK0934.The modeled gravity was interpolated from observed gravity values.
 KK0934
 KK0934;                    North         East    Units  Estimated Accuracy
 KK0934;SPC CO C     -   436,690.      889,170.      MT  (+/- 180 meters Scaled)
 KK0934
 KK0934                          SUPERSEDED SURVEY CONTROL
 KK0934
 KK0934  NGVD 29 (??/??/92) 2699.073  (m)         8855.21   (f) ADJ UNCH    2 0
 KK0934
 KK0934.Superseded values are not recommended for survey control.
 KK0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0934.See file dsdata.txt to determine how the superseded data were derived.
 KK0934
 KK0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD314194(NAD 83)
 KK0934_MARKER: DB = BENCH MARK DISK
 KK0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0934_STAMPING: F 177 1934
 KK0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0934+STABILITY: SURFACE MOTION
 KK0934
 KK0934  HISTORY     - Date     Condition        Report By
 KK0934  HISTORY     - 1934     MONUMENTED       CGS
 KK0934  HISTORY     - 1954     GOOD             USGS
 KK0934
 KK0934                          STATION DESCRIPTION
 KK0934
 KK0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0934'0.4 MI E FROM HARTSEL.
 KK0934'0.4 MILE EAST ALONG FORMER U.S. HIGHWAY 24 FROM HARTSEL, PARK
 KK0934'COUNTY, 92 FEET NORTH OF A SMALL POND, 57 FEET NORTH CENTERLINE OF
 KK0934'THE ROAD, AND 1.6 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 KK0934'DISK, STAMPED F 177 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KK0934
 KK0934                          STATION RECOVERY (1954)
 KK0934
 KK0934'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 KK0934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0434 ***********************************************************************
 JL0434  DESIGNATION -  F 178
 JL0434  PID         -  JL0434
 JL0434  STATE/COUNTY-  CO/DELTA
 JL0434  USGS QUAD   -  ORCHARD CITY (1978)
 JL0434
 JL0434                         *CURRENT SURVEY CONTROL
 JL0434  ___________________________________________________________________
 JL0434* NAD 83(1986)-  38 48 08.     (N)    107 53 31.     (W)     SCALED    
 JL0434* NAVD 88     -      1609.628  (meters)    5280.92   (feet)  ADJUSTED  
 JL0434  ___________________________________________________________________
 JL0434  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 JL0434  DYNAMIC HT  -        1607.920 (meters)    5275.32  (feet)  COMP
 JL0434  MODELED GRAV-     979,511.7   (mgal)                       NAVD 88
 JL0434
 JL0434  VERT ORDER  -  SECOND    CLASS 0
 JL0434
 JL0434.The horizontal coordinates were scaled from a topographic map and have
 JL0434.an estimated accuracy of +/- 6 seconds.
 JL0434
 JL0434.The orthometric height was determined by differential leveling
 JL0434.and adjusted by the National Geodetic Survey in June 1991..
 JL0434
 JL0434.The geoid height was determined by GEOID03.
 JL0434
 JL0434.The dynamic height is computed by dividing the NAVD 88
 JL0434.geopotential number by the normal gravity value computed on the
 JL0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0434.degrees latitude (g = 980.6199 gals.).
 JL0434
 JL0434.The modeled gravity was interpolated from observed gravity values.
 JL0434
 JL0434;                    North         East    Units  Estimated Accuracy
 JL0434;SPC CO C     -   415,090.      706,660.      MT  (+/- 180 meters Scaled)
 JL0434
 JL0434                          SUPERSEDED SURVEY CONTROL
 JL0434
 JL0434  NGVD 29 (??/??/92) 1608.415  (m)         5276.94   (f) ADJ UNCH    2 0
 JL0434
 JL0434.Superseded values are not recommended for survey control.
 JL0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0434.See file dsdata.txt to determine how the superseded data were derived.
 JL0434
 JL0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC488988(NAD 83)
 JL0434_MARKER: DB = BENCH MARK DISK
 JL0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0434_STAMPING: F 178 1934
 JL0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0434+STABILITY: SURFACE MOTION
 JL0434
 JL0434  HISTORY     - Date     Condition        Report By
 JL0434  HISTORY     - 1934     MONUMENTED       CGS
 JL0434
 JL0434                          STATION DESCRIPTION
 JL0434
 JL0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0434'5.1 MI E FROM AUSTIN.
 JL0434'5.1 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JL0434'THE STATION AT AUSTIN, DELTA COUNTY, 0.5 MILE NORTHEAST OF THE STATION
 JL0434'SIGN AT PAYNE, 0.2 MILE SOUTHWEST OF A SMALL FRAMEHOUSE ON THE
 JL0434'SOUTHEAST SIDE OF STATE HIGHWAY 92, 50.6 FEET SOUTHEAST OF MILEPOST
 JL0434'386, 60.4 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 60 FEET
 JL0434'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 60 FEET NORTHEAST OF THE
 JL0434'POINT WHERE THE TRACK ENTERS THE NORTHEAST END OF A SMALL CUT, AND
 JL0434'47.3 FEET SOUTH OF A POLE.  A STANDARD DISK, STAMPED F 178 1934 AND
 JL0434'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0559 ***********************************************************************
 JK0559  DESIGNATION -  F 179
 JK0559  PID         -  JK0559
 JK0559  STATE/COUNTY-  CO/FREMONT
 JK0559  USGS QUAD   -  FLORENCE (1975)
 JK0559
 JK0559                         *CURRENT SURVEY CONTROL
 JK0559  ___________________________________________________________________
 JK0559* NAD 83(1986)-  38 26 03.     (N)    105 06 49.     (W)     SCALED    
 JK0559* NAVD 88     -      1656.147  (meters)    5433.54   (feet)  POSTED    
 JK0559  ___________________________________________________________________
 JK0559  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 JK0559  DYNAMIC HT  -        1654.340 (meters)    5427.61  (feet)  COMP
 JK0559  MODELED GRAV-     979,480.7   (mgal)                       NAVD 88
 JK0559
 JK0559  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JK0559
 JK0559.The horizontal coordinates were scaled from a topographic map and have
 JK0559.an estimated accuracy of +/- 6 seconds.
 JK0559
 JK0559.The orthometric height was determined by differential leveling
 JK0559.and adjusted by the National Geodetic Survey in 1992..
 JK0559.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JK0559.rate of 2.1 thru 3.0 mm/km.
 JK0559
 JK0559.Photographs are available for this station.
 JK0559
 JK0559.The geoid height was determined by GEOID03.
 JK0559
 JK0559.The dynamic height is computed by dividing the NAVD 88
 JK0559.geopotential number by the normal gravity value computed on the
 JK0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0559.degrees latitude (g = 980.6199 gals.).
 JK0559
 JK0559.The modeled gravity was interpolated from observed gravity values.
 JK0559
 JK0559;                    North         East    Units  Estimated Accuracy
 JK0559;SPC CO C     -   371,570.      948,140.      MT  (+/- 180 meters Scaled)
 JK0559
 JK0559                          SUPERSEDED SURVEY CONTROL
 JK0559
 JK0559  NGVD 29 (??/??/92) 1655.146  (m)         5430.26   (f) ADJ UNCH    2 0
 JK0559
 JK0559.Superseded values are not recommended for survey control.
 JK0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0559.See file dsdata.txt to determine how the superseded data were derived.
 JK0559
 JK0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC900539(NAD 83)
 JK0559_MARKER: DB = BENCH MARK DISK
 JK0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0559_STAMPING: F 179 1934
 JK0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0559+STABILITY: SURFACE MOTION
 JK0559
 JK0559  HISTORY     - Date     Condition        Report By
 JK0559  HISTORY     - 1934     MONUMENTED       CGS
 JK0559  HISTORY     - 1954     MARK NOT FOUND   NGS
 JK0559
 JK0559                          STATION DESCRIPTION
 JK0559
 JK0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JK0559'3 MI N FROM FLORENCE.
 JK0559'3.0 MILES NORTH ALONG STATE HIGHWAY 67 FROM THE POST OFFICE AT
 JK0559'FLORENCE, FREMONT COUNTY, 0.3 MILE SOUTH OF A SMALL HILL WITH A
 JK0559'SMALL CEDAR GROVE ON THE TOP, 420 FEET NORTH OF AN EAST-AND-WEST
 JK0559'FENCE LINE, 30 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 JK0559'1 FOOT WEST OF A FENCE.  A STANDARD DISK, STAMPED F 179 1934 AND
 JK0559'SET IN THE TOP OF A CONCERETE POST.  NOTE-- THIS BENCH MARK WAS
 JK0559'SEARCHED FOR BUT NOT RECOVERED IN OCTOBER 1948.  IT WAS REPORTED
 JK0559'AT THAT TIME THAT THE HIGHWAY HAS BEEN CHANGED AT THIS POINT DUE
 JK0559'TO GRADING FOR AN AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0096 ***********************************************************************
 LL0096  DESIGNATION -  F 18
 LL0096  PID         -  LL0096
 LL0096  STATE/COUNTY-  CO/WELD
 LL0096  USGS QUAD   -  BARNESVILLE (1950)
 LL0096
 LL0096                         *CURRENT SURVEY CONTROL
 LL0096  ___________________________________________________________________
 LL0096* NAD 83(1986)-  40 22 32.     (N)    104 29 18.     (W)     SCALED    
 LL0096* NAVD 88     -      1397.332  (meters)    4584.41   (feet)  POSTED    
 LL0096  ___________________________________________________________________
 LL0096  GEOID HEIGHT-         -18.69  (meters)                     GEOID03
 LL0096  DYNAMIC HT  -        1396.150 (meters)    4580.54  (feet)  COMP
 LL0096  MODELED GRAV-     979,734.0   (mgal)                       NAVD 88
 LL0096
 LL0096  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0096
 LL0096.The horizontal coordinates were scaled from a topographic map and have
 LL0096.an estimated accuracy of +/- 6 seconds.
 LL0096
 LL0096.The orthometric height was determined by differential leveling
 LL0096.and adjusted by the National Geodetic Survey in 1992..
 LL0096.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0096.rate of 0.0 thru 1.0 mm/km.
 LL0096
 LL0096.The geoid height was determined by GEOID03.
 LL0096
 LL0096.The dynamic height is computed by dividing the NAVD 88
 LL0096.geopotential number by the normal gravity value computed on the
 LL0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0096.degrees latitude (g = 980.6199 gals.).
 LL0096
 LL0096.The modeled gravity was interpolated from observed gravity values.
 LL0096
 LL0096;                    North         East    Units  Estimated Accuracy
 LL0096;SPC CO N     -   421,010.    1,000,310.      MT  (+/- 180 meters Scaled)
 LL0096
 LL0096                          SUPERSEDED SURVEY CONTROL
 LL0096
 LL0096  NGVD 29 (??/??/92) 1396.482  (m)         4581.62   (f) ADJ UNCH    1 2
 LL0096
 LL0096.Superseded values are not recommended for survey control.
 LL0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0096.See file dsdata.txt to determine how the superseded data were derived.
 LL0096
 LL0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE434695(NAD 83)
 LL0096_MARKER: DB = BENCH MARK DISK
 LL0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0096_SP_SET: CONCRETE POST
 LL0096_STAMPING: F 18 1926 4581.926
 LL0096_MARK LOGO: CGS   
 LL0096_PROJECTION: FLUSH
 LL0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0096+STABILITY: SURFACE MOTION
 LL0096
 LL0096  HISTORY     - Date     Condition        Report By
 LL0096  HISTORY     - 1926     MONUMENTED       CGS
 LL0096  HISTORY     - 1934     GOOD             NGS
 LL0096  HISTORY     - 1984     GOOD             NGS
 LL0096
 LL0096                          STATION DESCRIPTION
 LL0096
 LL0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LL0096'AT KUNER.
 LL0096'AT KUNER, AT UNION PACIFIC RAILROAD MILEPOST 139, AT A ROAD
 LL0096'CROSSING, 66.7 FEET EAST OF A NORTH-AND-SOUTH ROAD, 45.8 FEET
 LL0096'SOUTH OF THE SOUTH RAIL, 38.4 FEET NORTH OF AN EAST-AND-WEST
 LL0096'ROAD, AND 2.3 FEET EAST OF A POINT 1.8 FEET NORTH OF A FENCE
 LL0096'CORNER.  A STANDARD DISK, STAMPED 4581.926 F 18 1926 AND SET
 LL0096'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 LL0096
 LL0096                          STATION RECOVERY (1984)
 LL0096
 LL0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0096'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  13.1 KM
 LL0096'(8.15 MI) EASTERLY ALONG U.S. HIGHWAY 34 FROM ITS JUNCTION WITH U.S.
 LL0096'HIGHWAY 85 IN GREELEY, THENCE 3.1 KM (1.95 MI) EAST ALONG THE UNION
 LL0096'PACIFIC RAILRAOD, 75.0 M (246.1 FT) WEST OF MILEPOST 139, 20.7 M
 LL0096'(67.9 FT) EAST OF THE CENTER OF A DIRT ROAD, 14.2 M (46.6 FT) SOUTH
 LL0096'OF THE NEAR RAIL, AND 11.6 M (38.1 FT) NORTH OF THE CENTER OF A DIRT
 LL0096'ROAD.
 LL0096'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LL0096'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0352 ***********************************************************************
 JL0352  DESIGNATION -  F 19
 JL0352  PID         -  JL0352
 JL0352  STATE/COUNTY-  CO/OURAY
 JL0352  USGS QUAD   -  COLONA (1983)
 JL0352
 JL0352                         *CURRENT SURVEY CONTROL
 JL0352  ___________________________________________________________________
 JL0352* NAD 83(1986)-  38 18 50.     (N)    107 46 29.     (W)     SCALED    
 JL0352* NAVD 88     -      1961.252  (meters)    6434.54   (feet)  POSTED    
 JL0352  ___________________________________________________________________
 JL0352  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 JL0352  DYNAMIC HT  -        1958.960 (meters)    6427.02  (feet)  COMP
 JL0352  MODELED GRAV-     979,388.5   (mgal)                       NAVD 88
 JL0352
 JL0352  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JL0352
 JL0352.The horizontal coordinates were scaled from a topographic map and have
 JL0352.an estimated accuracy of +/- 6 seconds.
 JL0352
 JL0352.The orthometric height was determined by differential leveling
 JL0352.and adjusted by the National Geodetic Survey in 1992..
 JL0352.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JL0352.rate of 1.1 thru 2.0 mm/km.
 JL0352
 JL0352.The geoid height was determined by GEOID03.
 JL0352
 JL0352.The dynamic height is computed by dividing the NAVD 88
 JL0352.geopotential number by the normal gravity value computed on the
 JL0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0352.degrees latitude (g = 980.6199 gals.).
 JL0352
 JL0352.The modeled gravity was interpolated from observed gravity values.
 JL0352
 JL0352;                    North         East    Units  Estimated Accuracy
 JL0352;SPC CO S     -   490,040.      715,490.      MT  (+/- 180 meters Scaled)
 JL0352
 JL0352                          SUPERSEDED SURVEY CONTROL
 JL0352
 JL0352  NGVD 29 (??/??/92) 1959.943  (m)         6430.25   (f) ADJ UNCH    1 2
 JL0352
 JL0352.Superseded values are not recommended for survey control.
 JL0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0352.See file dsdata.txt to determine how the superseded data were derived.
 JL0352
 JL0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC574442(NAD 83)
 JL0352_MARKER: DB = BENCH MARK DISK
 JL0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0352_STAMPING: 6430.246 F 19 1928
 JL0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0352+STABILITY: SURFACE MOTION
 JL0352
 JL0352  HISTORY     - Date     Condition        Report By
 JL0352  HISTORY     - 1928     MONUMENTED       CGS
 JL0352  HISTORY     - 1963     MARK NOT FOUND   USGS
 JL0352  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0352  HISTORY     - 19910627 MARK NOT FOUND   USPSQD
 JL0352
 JL0352                          STATION DESCRIPTION
 JL0352
 JL0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 JL0352'12.5 MI NW FROM RIDGWAY.
 JL0352'ABOUT 12.5 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 JL0352'RAILROAD FROM THE STATION AT RIDGWAY, OURAY COUNTY, ABOUT 0.9 MILE
 JL0352'SOUTH OF THE STATION AT COLONA, 0.4 MILE NORTH OF MILEPOST D 365,
 JL0352'ABOUT 1/4 MILE NORTH OF AN ABANDONED SECTION HOUSE, ABOUT 517 FEET
 JL0352'NORTH OF A FARMYARD GATE, ABOUT 510 FEET NORTH OF A PRIVATE WAGON-ROAD
 JL0352'CROSSING, 44 FEET EAST OF THE CENTER LINE OF THE TRACK, ABOUT 8-1/2
 JL0352'YARDS WEST OF THE CENTER LINE OF U.S. HIGHWAY 550, 7 FEET WEST OF A
 JL0352'ROW OF POLES, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 JL0352'STAMPED 6430.246 F 19 1928 AND SET IN THE TOP OF A CONCRETE POST
 JL0352'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 JL0352
 JL0352                          STATION RECOVERY (1963)
 JL0352
 JL0352'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 JL0352'MARK NOT FOUND.
 JL0352
 JL0352                          STATION RECOVERY (1984)
 JL0352
 JL0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0352'MARK NOT FOUND.
 JL0352
 JL0352                          STATION RECOVERY (1991)
 JL0352
 JL0352'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 JL0352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0294 ***********************************************************************
 HL0294  DESIGNATION -  F 20
 HL0294  PID         -  HL0294
 HL0294  STATE/COUNTY-  CO/LA PLATA
 HL0294  USGS QUAD   -  ELECTRA LAKE (1960)
 HL0294
 HL0294                         *CURRENT SURVEY CONTROL
 HL0294  ___________________________________________________________________
 HL0294* NAD 83(1986)-  37 33 25.     (N)    107 46 48.     (W)     SCALED    
 HL0294* NAVD 88     -      2275.644  (meters)    7466.01   (feet)  POSTED    
 HL0294  ___________________________________________________________________
 HL0294  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 HL0294  DYNAMIC HT  -        2272.620 (meters)    7456.09  (feet)  COMP
 HL0294  MODELED GRAV-     979,222.4   (mgal)                       NAVD 88
 HL0294
 HL0294  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HL0294
 HL0294.The horizontal coordinates were scaled from a topographic map and have
 HL0294.an estimated accuracy of +/- 6 seconds.
 HL0294
 HL0294.The orthometric height was determined by differential leveling
 HL0294.and adjusted by the National Geodetic Survey in 1992..
 HL0294.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HL0294.rate of 0.0 thru 1.0 mm/km.
 HL0294
 HL0294.The geoid height was determined by GEOID03.
 HL0294
 HL0294.The dynamic height is computed by dividing the NAVD 88
 HL0294.geopotential number by the normal gravity value computed on the
 HL0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0294.degrees latitude (g = 980.6199 gals.).
 HL0294
 HL0294.The modeled gravity was interpolated from observed gravity values.
 HL0294
 HL0294;                    North         East    Units  Estimated Accuracy
 HL0294;SPC CO S     -   406,070.      712,970.      MT  (+/- 180 meters Scaled)
 HL0294
 HL0294                          SUPERSEDED SURVEY CONTROL
 HL0294
 HL0294  NGVD 29 (??/??/92) 2274.296  (m)         7461.59   (f) ADJ UNCH    1 2
 HL0294
 HL0294.Superseded values are not recommended for survey control.
 HL0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0294.See file dsdata.txt to determine how the superseded data were derived.
 HL0294
 HL0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB544602(NAD 83)
 HL0294_MARKER: DB = BENCH MARK DISK
 HL0294_SETTING: 66 = SET IN ROCK OUTCROP
 HL0294_SP_SET: OUTCROP
 HL0294_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0294+STABILITY: POSITION/ELEVATION WELL
 HL0294
 HL0294  HISTORY     - Date     Condition        Report By
 HL0294  HISTORY     - UNK      MONUMENTED       CGS
 HL0294  HISTORY     - 1928     GOOD             NGS
 HL0294
 HL0294                          STATION DESCRIPTION
 HL0294
 HL0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 HL0294'5.5 MI NW FROM ROCKWOOD.
 HL0294'4.0 MILES SOUTHWEST OF CASCADE SECTION HOUSE, 0.5 MILES SOUTHWEST OF
 HL0294'MILE POST NO. 475, 100 FT. NORTH OF R.R. BRIDGE NO. 474 A, 65 FT.
 HL0294'NORTH OF A WATER TANK.  10 FT. WEST OF TRACK IN GRANITE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0039 ***********************************************************************
 LL0039  DESIGNATION -  F 208
 LL0039  PID         -  LL0039
 LL0039  STATE/COUNTY-  CO/WELD
 LL0039  USGS QUAD   -  BRIGGSDALE (1972)
 LL0039
 LL0039                         *CURRENT SURVEY CONTROL
 LL0039  ___________________________________________________________________
 LL0039* NAD 83(1986)-  40 38 21.     (N)    104 19 33.     (W)     SCALED    
 LL0039* NAVD 88     -      1485.762  (meters)    4874.54   (feet)  ADJUSTED  
 LL0039  ___________________________________________________________________
 LL0039  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 LL0039  DYNAMIC HT  -        1484.545 (meters)    4870.54  (feet)  COMP
 LL0039  MODELED GRAV-     979,754.0   (mgal)                       NAVD 88
 LL0039
 LL0039  VERT ORDER  -  SECOND    CLASS 0
 LL0039
 LL0039.The horizontal coordinates were scaled from a topographic map and have
 LL0039.an estimated accuracy of +/- 6 seconds.
 LL0039
 LL0039.The orthometric height was determined by differential leveling
 LL0039.and adjusted by the National Geodetic Survey in June 1991..
 LL0039
 LL0039.The geoid height was determined by GEOID03.
 LL0039
 LL0039.The dynamic height is computed by dividing the NAVD 88
 LL0039.geopotential number by the normal gravity value computed on the
 LL0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0039.degrees latitude (g = 980.6199 gals.).
 LL0039
 LL0039.The modeled gravity was interpolated from observed gravity values.
 LL0039
 LL0039;                    North         East    Units  Estimated Accuracy
 LL0039;SPC CO N     -   450,450.    1,013,720.      MT  (+/- 180 meters Scaled)
 LL0039
 LL0039                          SUPERSEDED SURVEY CONTROL
 LL0039
 LL0039  NGVD 29 (??/??/92) 1484.906  (m)         4871.73   (f) ADJ UNCH    2 0
 LL0039
 LL0039.Superseded values are not recommended for survey control.
 LL0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0039.See file dsdata.txt to determine how the superseded data were derived.
 LL0039
 LL0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE570989(NAD 83)
 LL0039_MARKER: DB = BENCH MARK DISK
 LL0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0039_STAMPING: F 208 1934
 LL0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0039+STABILITY: SURFACE MOTION
 LL0039
 LL0039  HISTORY     - Date     Condition        Report By
 LL0039  HISTORY     - 1934     MONUMENTED       CGS
 LL0039  HISTORY     - 1960     GOOD             NGS
 LL0039
 LL0039                          STATION DESCRIPTION
 LL0039
 LL0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LL0039'0.4 MI N FROM BRIGGSDALE.
 LL0039'0.1 MILE EAST ALONG GRAVELED ROAD FROM THE POST OFFICE AT BRIGGSDALE,
 LL0039'WELD COUNTY, THENCE 0.4 MILE NORTH ALONG GRAVELED ROAD TO STATE
 LL0039'HIGHWAY 14, 116 FEET SOUTHWEST OF CENTER OF INTERSECTION, 104 FEET
 LL0039'WEST OF GRAVELED ROAD, 51 FEET SOUTH OF CENTER OF HIGHWAY, SET IN
 LL0039'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0091 ***********************************************************************
 HK0091  DESIGNATION -  F 21
 HK0091  PID         -  HK0091
 HK0091  STATE/COUNTY-  CO/LAS ANIMAS
 HK0091  USGS QUAD   -  TRINIDAD WEST (1979)
 HK0091
 HK0091                         *CURRENT SURVEY CONTROL
 HK0091  ___________________________________________________________________
 HK0091* NAD 83(1986)-  37 10 10.     (N)    104 30 11.     (W)     SCALED    
 HK0091* NAVD 88     -      1837.292  (meters)    6027.85   (feet)  ADJUSTED  
 HK0091  ___________________________________________________________________
 HK0091  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 HK0091  DYNAMIC HT  -        1835.023 (meters)    6020.40  (feet)  COMP
 HK0091  MODELED GRAV-     979,330.7   (mgal)                       NAVD 88
 HK0091
 HK0091  VERT ORDER  -  FIRST     CLASS II
 HK0091
 HK0091.The horizontal coordinates were scaled from a topographic map and have
 HK0091.an estimated accuracy of +/- 6 seconds.
 HK0091
 HK0091.The orthometric height was determined by differential leveling
 HK0091.and adjusted by the National Geodetic Survey in June 1991..
 HK0091
 HK0091.The geoid height was determined by GEOID03.
 HK0091
 HK0091.The dynamic height is computed by dividing the NAVD 88
 HK0091.geopotential number by the normal gravity value computed on the
 HK0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0091.degrees latitude (g = 980.6199 gals.).
 HK0091
 HK0091.The modeled gravity was interpolated from observed gravity values.
 HK0091
 HK0091;                    North         East    Units  Estimated Accuracy
 HK0091;SPC CO S     -   361,070.    1,002,940.      MT  (+/- 180 meters Scaled)
 HK0091
 HK0091                          SUPERSEDED SURVEY CONTROL
 HK0091
 HK0091  NGVD 29 (??/??/92) 1836.279  (m)         6024.53   (f) ADJ UNCH    1 2
 HK0091
 HK0091.Superseded values are not recommended for survey control.
 HK0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0091.See file dsdata.txt to determine how the superseded data were derived.
 HK0091
 HK0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB441137(NAD 83)
 HK0091_MARKER: DB = BENCH MARK DISK
 HK0091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HK0091_SP_SET: BUILDING
 HK0091_STAMPING: 6024.525 F 21 1929
 HK0091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HK0091+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2004
 HK0091
 HK0091  HISTORY     - Date     Condition        Report By
 HK0091  HISTORY     - 1929     MONUMENTED       CGS
 HK0091  HISTORY     - 1934     GOOD             NGS
 HK0091  HISTORY     - 20040229 GOOD             USPSQD
 HK0091
 HK0091                          STATION DESCRIPTION
 HK0091
 HK0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HK0091'AT TRINIDAD.
 HK0091'AT TRINIDAD, LAS ANIMAS COUNTY, AT THE NORTHEAST CORNER OF THE
 HK0091'INTERSECTION OF EAST MAIN AND NORTH CHESTNUT STREETS, AT THE POST
 HK0091'OFFICE IN THE GRANITE WATER TABLE ON THE MAIN STREET SIDE OF THE
 HK0091'BUILDING, ABOVE THE STONE STEPS ON THE WEST SIDE OF THE MAIN
 HK0091'ENTRANCE, AND 3 FEET ABOVE THE SIDEWALK.  A STANDARD DISK, STAMPED
 HK0091'6024.525 F 21 1929.
 HK0091
 HK0091                          STATION RECOVERY (2004)
 HK0091
 HK0091'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 HK0091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0133 ***********************************************************************
 HK0133  DESIGNATION -  F 22
 HK0133  PID         -  HK0133
 HK0133  STATE/COUNTY-  CO/HUERFANO
 HK0133  USGS QUAD   -  LASCAR (1970)
 HK0133
 HK0133                         *CURRENT SURVEY CONTROL
 HK0133  ___________________________________________________________________
 HK0133* NAD 83(1986)-  37 49 45.     (N)    104 44 46.     (W)     SCALED    
 HK0133* NAVD 88     -      1728.871  (meters)    5672.14   (feet)  ADJUSTED  
 HK0133  ___________________________________________________________________
 HK0133  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 HK0133  DYNAMIC HT  -        1726.927 (meters)    5665.76  (feet)  COMP
 HK0133  MODELED GRAV-     979,444.2   (mgal)                       NAVD 88
 HK0133
 HK0133  VERT ORDER  -  FIRST     CLASS II
 HK0133
 HK0133.The horizontal coordinates were scaled from a topographic map and have
 HK0133.an estimated accuracy of +/- 6 seconds.
 HK0133
 HK0133.The orthometric height was determined by differential leveling
 HK0133.and adjusted by the National Geodetic Survey in June 1991..
 HK0133
 HK0133.The geoid height was determined by GEOID03.
 HK0133
 HK0133.The dynamic height is computed by dividing the NAVD 88
 HK0133.geopotential number by the normal gravity value computed on the
 HK0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0133.degrees latitude (g = 980.6199 gals.).
 HK0133
 HK0133.The modeled gravity was interpolated from observed gravity values.
 HK0133
 HK0133;                    North         East    Units  Estimated Accuracy
 HK0133;SPC CO S     -   434,090.      980,770.      MT  (+/- 180 meters Scaled)
 HK0133
 HK0133                          SUPERSEDED SURVEY CONTROL
 HK0133
 HK0133  NGVD 29 (??/??/92) 1727.957  (m)         5669.14   (f) ADJ UNCH    1 2
 HK0133
 HK0133.Superseded values are not recommended for survey control.
 HK0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0133.See file dsdata.txt to determine how the superseded data were derived.
 HK0133
 HK0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB223868(NAD 83)
 HK0133_MARKER: DB = BENCH MARK DISK
 HK0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0133_STAMPING: 5669.139 F22 1929
 HK0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0133+STABILITY: SURFACE MOTION
 HK0133
 HK0133  HISTORY     - Date     Condition        Report By
 HK0133  HISTORY     - 1929     MONUMENTED       CGS
 HK0133  HISTORY     - 1971     MARK NOT FOUND   NGS
 HK0133
 HK0133                          STATION DESCRIPTION
 HK0133
 HK0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 HK0133'16.7 MI N FROM WALSENBURG.
 HK0133'16.7 MILES NORTH ALONG THE COLORADO AND SOUTHERN RAILWAY FROM THE
 HK0133'STATION AT WALSENBURG, HUERFANO COUNTY, AT LASCAR, 280 FEET NORTH
 HK0133'OF THE STATION (A WOODEN BUILDING PAINTED RED, ON THE EAST SIDE OF
 HK0133'THE MAIN TRACK), IN A CUT, 53.5 FEET EAST OF THE CENTERLINE OF THE
 HK0133'EAST MAIN TRACK, 33.5 FEET EAST OF THE EAST RAIL OF THE EAST SIDE
 HK0133'TRACK, AND 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED
 HK0133'5669.139 F 22 1929 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HK0133'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0191 ***********************************************************************
 KK0191  DESIGNATION -  F 23
 KK0191  PID         -  KK0191
 KK0191  STATE/COUNTY-  CO/DOUGLAS
 KK0191  USGS QUAD   -  CASTLE ROCK SOUTH (1994)
 KK0191
 KK0191                         *CURRENT SURVEY CONTROL
 KK0191  ___________________________________________________________________
 KK0191* NAD 83(1986)-  39 19 35.     (N)    104 52 23.     (W)     SCALED    
 KK0191* NAVD 88     -      1937.979  (meters)    6358.19   (feet)  POSTED    
 KK0191  ___________________________________________________________________
 KK0191  GEOID HEIGHT-         -16.67  (meters)                     GEOID03
 KK0191  DYNAMIC HT  -        1935.920 (meters)    6351.43  (feet)  COMP
 KK0191  MODELED GRAV-     979,497.3   (mgal)                       NAVD 88
 KK0191
 KK0191  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KK0191
 KK0191.The horizontal coordinates were scaled from a topographic map and have
 KK0191.an estimated accuracy of +/- 6 seconds.
 KK0191
 KK0191.The orthometric height was determined by differential leveling
 KK0191.and adjusted by the National Geodetic Survey in 1992..
 KK0191.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KK0191.rate of 2.1 thru 3.0 mm/km.
 KK0191
 KK0191.The geoid height was determined by GEOID03.
 KK0191
 KK0191.The dynamic height is computed by dividing the NAVD 88
 KK0191.geopotential number by the normal gravity value computed on the
 KK0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0191.degrees latitude (g = 980.6199 gals.).
 KK0191
 KK0191.The modeled gravity was interpolated from observed gravity values.
 KK0191
 KK0191;                    North         East    Units  Estimated Accuracy
 KK0191;SPC CO C     -   470,730.      968,460.      MT  (+/- 180 meters Scaled)
 KK0191
 KK0191                          SUPERSEDED SURVEY CONTROL
 KK0191
 KK0191  NGVD 29 (??/??/92) 1936.893  (m)         6354.62   (f) ADJ UNCH    1 2
 KK0191
 KK0191.Superseded values are not recommended for survey control.
 KK0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0191.See file dsdata.txt to determine how the superseded data were derived.
 KK0191
 KK0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED109530(NAD 83)
 KK0191_MARKER: DB = BENCH MARK DISK
 KK0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0191_SP_SET: CONCRETE POST
 KK0191_STAMPING: F 23 1929
 KK0191_MARK LOGO: CGS   
 KK0191_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0191+STABILITY: SURFACE MOTION
 KK0191
 KK0191  HISTORY     - Date     Condition        Report By
 KK0191  HISTORY     - 1929     MONUMENTED       CGS
 KK0191  HISTORY     - 1952     GOOD             NGS
 KK0191  HISTORY     - 19910405 GOOD             USGS
 KK0191
 KK0191                          STATION DESCRIPTION
 KK0191
 KK0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KK0191'3.4 MI S FROM CASTLE ROCK.
 KK0191'3.4 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN
 KK0191'RAILROAD FROM THE STATION AT CASTLE ROCK, 150 YARDS NORTH OF
 KK0191'MILEPOST 36, 50 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF A
 KK0191'FARMHOUSE, 27 FEET NORTHWEST OF THE CENTER OF A PRIVATE ROAD
 KK0191'CROSSING, 10 FEET SOUTHWEST OF THE CENTER LINE OF A ROAD. 3 FEET
 KK0191'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 KK0191'PROJECTS 0.6 FOOT ABOVE THE GROUND, 17 FEET EAST OF A FENCE.
 KK0191
 KK0191                          STATION RECOVERY (1991)
 KK0191
 KK0191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 KK0191'3.4 MI (5.47 KM) SOUTH ALONG DENVER AND RIO GRANDE RAILROAD FROM THE
 KK0191'OLD STATION AT CASTLE ROCK, 150 FT (45.72 M) SOUTHEAST OF THE
 KK0191'SOUTHEAST CORNER OF A FARMHOUSE, 22 FT (6.71 M) WEST OF FENCE AND 24
 KK0191'FT (7.32 M) SOUTH OF PHONE POLE, 10 FT (3.05 M) WEST FROM CENTER LINE
 KK0191'OF TRACK AND 66 FT (20.12 M) SOUTHEAST OF GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0240 ***********************************************************************
 JK0240  DESIGNATION -  F 24
 JK0240  PID         -  JK0240
 JK0240  STATE/COUNTY-  CO/EL PASO
 JK0240  USGS QUAD   -  FALCON (1975)
 JK0240
 JK0240                         *CURRENT SURVEY CONTROL
 JK0240  ___________________________________________________________________
 JK0240* NAD 83(1992)-  38 59 06.81040(N)    104 32 16.97783(W)     ADJUSTED  
 JK0240* NAVD 88     -      2092.862  (meters)    6866.33   (feet)  ADJUSTED  
 JK0240  ___________________________________________________________________
 JK0240  X           -  -1,246,572.697 (meters)                     COMP
 JK0240  Y           -  -4,806,967.638 (meters)                     COMP
 JK0240  Z           -   3,992,347.627 (meters)                     COMP
 JK0240  LAPLACE CORR-          -7.81  (seconds)                    DEFLEC99
 JK0240  ELLIP HEIGHT-        2075.03  (meters)          (10/21/02) GPS OBS
 JK0240  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 JK0240  DYNAMIC HT  -        2090.553 (meters)    6858.76  (feet)  COMP
 JK0240  MODELED GRAV-     979,449.4   (mgal)                       NAVD 88
 JK0240
 JK0240  HORZ ORDER  -  FIRST
 JK0240  VERT ORDER  -  SECOND    CLASS 0
 JK0240  ELLP ORDER  -  FIFTH     CLASS I
 JK0240
 JK0240.The horizontal coordinates were established by GPS observations
 JK0240.and adjusted by the National Geodetic Survey in June 2000..
 JK0240
 JK0240.The orthometric height was determined by differential leveling
 JK0240.and adjusted by the National Geodetic Survey in June 1991..
 JK0240
 JK0240.Photographs are available for this station.
 JK0240
 JK0240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK0240
 JK0240.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0240
 JK0240.The ellipsoidal height was determined by GPS observations
 JK0240.and is referenced to NAD 83.
 JK0240
 JK0240.The geoid height was determined by GEOID03.
 JK0240
 JK0240.The dynamic height is computed by dividing the NAVD 88
 JK0240.geopotential number by the normal gravity value computed on the
 JK0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0240.degrees latitude (g = 980.6199 gals.).
 JK0240
 JK0240.The modeled gravity was interpolated from observed gravity values.
 JK0240
 JK0240;                    North         East     Units Scale Factor Converg.
 JK0240;SPC CO C     -   433,109.909   997,742.748   MT  0.99993794   +0 36 24.1
 JK0240;SPC CO C     - 1,420,961.43  3,273,427.67   sFT  0.99993794   +0 36 24.1
 JK0240;UTM  13      - 4,315,238.472   540,009.522   MT  0.99961971   +0 17 26.3
 JK0240
 JK0240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0240!SPC CO C     -   0.99967454  x   0.99993794  =   0.99961250
 JK0240!UTM  13      -   0.99967454  x   0.99961971  =   0.99929437
 JK0240
 JK0240                          SUPERSEDED SURVEY CONTROL
 JK0240
 JK0240  ELLIP H (06/30/00) 2075.05   (m)                       GP(       ) 1 1
 JK0240  NAVD 88 (06/30/00) 2092.86   (m)         6866.3    (f) LEVELING    3  
 JK0240  NGVD 29 (??/??/92) 2091.738  (m)         6862.64   (f) ADJ UNCH    2 0
 JK0240
 JK0240.Superseded values are not recommended for survey control.
 JK0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0240.See file dsdata.txt to determine how the superseded data were derived.
 JK0240
 JK0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED4001015238(NAD 83)
 JK0240_MARKER: DB = BENCH MARK DISK
 JK0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0240_STAMPING: F 24 1929
 JK0240_MARK LOGO: CGS   
 JK0240_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0240+STABILITY: SURFACE MOTION
 JK0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0240+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2003
 JK0240
 JK0240  HISTORY     - Date     Condition        Report By
 JK0240  HISTORY     - 1929     MONUMENTED       CGS
 JK0240  HISTORY     - 1934     GOOD             NGS
 JK0240  HISTORY     - 1981     GOOD             NGS
 JK0240  HISTORY     - 19960808 GOOD             USPSQD
 JK0240  HISTORY     - 19990408 GOOD             MSAM
 JK0240  HISTORY     - 20031008 GOOD             INDIV
 JK0240
 JK0240                          STATION DESCRIPTION
 JK0240
 JK0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JK0240'4.1 MI SW FROM PEYTON.
 JK0240'4.1 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 JK0240'RAILROAD FROM THE STATION AT PEYTON, 3 POLES NORTHEAST OF MILEPOST
 JK0240'586, 5 POLES NORTHEAST OF STEEL BRIDGE 586.1, 52 FEET NORTHWEST OF
 JK0240'THE CENTERLINE OF U.S. HIGHWAY 24, 48 FEET SOUTHEAST OF THE
 JK0240'CENTERLINE OF THE TRACK, 2.5 FEET NORTHWEST OF THE SOUTHEAST
 JK0240'RIGHT-OF-WAY FENCE, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 JK0240'STAMPED F 24 1929 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JK0240'ABOUT 6 INCHES ABOVE GROUND.
 JK0240
 JK0240                          STATION RECOVERY (1981)
 JK0240
 JK0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 JK0240'A WITNESS POST WAS ADDED AT THIS TIME AS THE RAILROAD TRACKS HAVE
 JK0240'BEEN ABANDONED. THE MARK IS 6.6 KM (4.1 MILES) SOUTHWEST ALONG THE
 JK0240'RAILROAD TRACKS FROM THE STATION SITE AT PAYTON, 3 POLES NORTHEAST OF
 JK0240'THE STEEL BRIDGE 586.1, 15.6 M (52 FEET) NORTHWEST OF THE CENTERLINE
 JK0240'OF U.S. HIGHWAY 24, 14.4 (48 FEET) SOUTHEAST OF THE CENTERLINE OF THE
 JK0240'TRACK, AND NOT NEAR ANY RIGHT OF WAY FENCE OR MILEPOST AS DESCRIBED
 JK0240'IN THE 1934 DESCRIPTION.
 JK0240
 JK0240                          STATION RECOVERY (1996)
 JK0240
 JK0240'RECOVERY NOTE BY US POWER SQUADRON 1996
 JK0240'RECOVERED IN GOOD CONDITION.
 JK0240
 JK0240                          STATION RECOVERY (1999)
 JK0240
 JK0240'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 JK0240'RECOVERED AS DESCRIBED.
 JK0240
 JK0240                          STATION RECOVERY (2003)
 JK0240
 JK0240'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MSJ)
 JK0240'THE TRACKS HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0216 ***********************************************************************
 KJ0216  DESIGNATION -  F 25
 KJ0216  PID         -  KJ0216
 KJ0216  STATE/COUNTY-  CO/LINCOLN
 KJ0216  USGS QUAD   -  BARRON CREEK (1979)
 KJ0216
 KJ0216                         *CURRENT SURVEY CONTROL
 KJ0216  ___________________________________________________________________
 KJ0216* NAD 83(1986)-  39 11 03.     (N)    103 33 38.     (W)     SCALED    
 KJ0216* NAVD 88     -      1581.472  (meters)    5188.55   (feet)  ADJUSTED  
 KJ0216  ___________________________________________________________________
 KJ0216  GEOID HEIGHT-         -20.20  (meters)                     GEOID03
 KJ0216  DYNAMIC HT  -        1579.940 (meters)    5183.52  (feet)  COMP
 KJ0216  MODELED GRAV-     979,603.5   (mgal)                       NAVD 88
 KJ0216
 KJ0216  VERT ORDER  -  FIRST     CLASS II
 KJ0216
 KJ0216.The horizontal coordinates were scaled from a topographic map and have
 KJ0216.an estimated accuracy of +/- 6 seconds.
 KJ0216
 KJ0216.The orthometric height was determined by differential leveling
 KJ0216.and adjusted by the National Geodetic Survey in June 1991..
 KJ0216
 KJ0216.The geoid height was determined by GEOID03.
 KJ0216
 KJ0216.The dynamic height is computed by dividing the NAVD 88
 KJ0216.geopotential number by the normal gravity value computed on the
 KJ0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0216.degrees latitude (g = 980.6199 gals.).
 KJ0216
 KJ0216.The modeled gravity was interpolated from observed gravity values.
 KJ0216
 KJ0216;                    North         East    Units  Estimated Accuracy
 KJ0216;SPC CO C     -   456,540.    1,081,950.      MT  (+/- 180 meters Scaled)
 KJ0216
 KJ0216                          SUPERSEDED SURVEY CONTROL
 KJ0216
 KJ0216  NGVD 29 (??/??/92) 1580.688  (m)         5185.97   (f) ADJ UNCH    1 2
 KJ0216
 KJ0216.Superseded values are not recommended for survey control.
 KJ0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0216.See file dsdata.txt to determine how the superseded data were derived.
 KJ0216
 KJ0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD243382(NAD 83)
 KJ0216_MARKER: DB = BENCH MARK DISK
 KJ0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0216_STAMPING: F 25 1929
 KJ0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0216+STABILITY: SURFACE MOTION
 KJ0216
 KJ0216  HISTORY     - Date     Condition        Report By
 KJ0216  HISTORY     - 1929     MONUMENTED       CGS
 KJ0216  HISTORY     - 1938     GOOD             NGS
 KJ0216  HISTORY     - 1975     GOOD             USGS
 KJ0216
 KJ0216                          STATION DESCRIPTION
 KJ0216
 KJ0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KJ0216'6.2 MI NW FROM HUGO.
 KJ0216'6.2 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KJ0216'STATION AT HUGO, LINCOLN COUNTY, AT THE SIDING AT BAGDAD, AT MILEAGE
 KJ0216'541.5, 180 FEET NORTHWEST OF A TELEPHONE BOOTH, 80 FEET NORTH OF THE
 KJ0216'TRACK, 60 FEET SOUTH OF OLD U.S. HIGHWAY 40 S, 40 FEET EAST OF THE
 KJ0216'CENTER OF A ROAD CROSSING, 40 FEET SOUTHEAST OF A RIGHT-OF-WAY
 KJ0216'FENCE GATE, AND ABOUT 1 FOOT HIGHER THAN THE TRACK.  A STANDARD
 KJ0216'DISK, STAMPED F 25 1929 AND SET IN THE TOP OF A CONCRETE POST
 KJ0216'PROJECTING 8 INCHES ABOVE GROUND.
 KJ0216
 KJ0216                          STATION RECOVERY (1975)
 KJ0216
 KJ0216'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KJ0216'5.9 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KJ0216'AT HUGO, LINCOLN COUNTY, AT MILEAGE 541.5, 175 FEET NORTH OF THE
 KJ0216'TRACK, 60 FEET SOUTH OF OLD U.S. HIGHWAY 40 S, 40 FEET EAST OF A ROAD
 KJ0216'CROSSING, 40 FEET SOUTH OF A RIGHT-OF-WAY FENCE GATE, AND ABOUT 1
 KJ0216'FOOT HIGHER THAN THE TRACK. A STANDARD DISK, STAMPED F 25 1929 AND
 KJ0216'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0300 ***********************************************************************
 JK0300  DESIGNATION -  F 255
 JK0300  PID         -  JK0300
 JK0300  STATE/COUNTY-  CO/FREMONT
 JK0300  USGS QUAD   -  MOUNT PITTSBURG (1994)
 JK0300
 JK0300                         *CURRENT SURVEY CONTROL
 JK0300  ___________________________________________________________________
 JK0300* NAD 83(1986)-  38 32 13.     (N)    104 57 46.     (W)     SCALED    
 JK0300* NAVD 88     -      1884.010  (meters)    6181.12   (feet)  ADJUSTED  
 JK0300  ___________________________________________________________________
 JK0300  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 JK0300  DYNAMIC HT  -        1881.937 (meters)    6174.32  (feet)  COMP
 JK0300  MODELED GRAV-     979,461.4   (mgal)                       NAVD 88
 JK0300
 JK0300  VERT ORDER  -  SECOND    CLASS 0
 JK0300
 JK0300.The horizontal coordinates were scaled from a topographic map and have
 JK0300.an estimated accuracy of +/- 6 seconds.
 JK0300
 JK0300.The orthometric height was determined by differential leveling
 JK0300.and adjusted by the National Geodetic Survey in June 1991..
 JK0300
 JK0300.The geoid height was determined by GEOID03.
 JK0300
 JK0300.The dynamic height is computed by dividing the NAVD 88
 JK0300.geopotential number by the normal gravity value computed on the
 JK0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0300.degrees latitude (g = 980.6199 gals.).
 JK0300
 JK0300.The modeled gravity was interpolated from observed gravity values.
 JK0300
 JK0300;                    North         East    Units  Estimated Accuracy
 JK0300;SPC CO C     -   383,050.      961,240.      MT  (+/- 180 meters Scaled)
 JK0300
 JK0300                          SUPERSEDED SURVEY CONTROL
 JK0300
 JK0300  NGVD 29 (??/??/92) 1882.986  (m)         6177.76   (f) ADJ UNCH    2 0
 JK0300
 JK0300.Superseded values are not recommended for survey control.
 JK0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0300.See file dsdata.txt to determine how the superseded data were derived.
 JK0300
 JK0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC032653(NAD 83)
 JK0300_MARKER: DB = BENCH MARK DISK
 JK0300_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JK0300_SP_SET: CULVERT HEADWALL
 JK0300_STAMPING: F 255 1938
 JK0300_MARK LOGO: CGS   
 JK0300_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0300+STABILITY: SURFACE MOTION
 JK0300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0300+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1997
 JK0300
 JK0300  HISTORY     - Date     Condition        Report By
 JK0300  HISTORY     - 1938     MONUMENTED       CGS
 JK0300  HISTORY     - 1984     MARK NOT FOUND   NGS
 JK0300  HISTORY     - 19970818 GOOD             CODOT
 JK0300
 JK0300                          STATION DESCRIPTION
 JK0300
 JK0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JK0300'8.3 MI NE FROM PENROSE.
 JK0300'8.3 MILES NORTHEAST ALONG STATE HIGHWAY 115 FROM THE JUNCTION WITH
 JK0300'STATE HIGHWAY 120 AT PENROSE, 150 FEET NORTH OF A POINT ON A ROCKY
 JK0300'RIDGE EXTENDING DOWN TO THE EDGE OF THE HIGHWAY, 25 FEET EAST OF
 JK0300'THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF THE HEADWALL OF A
 JK0300'CONCRETE CULVERT.  A STANDARD DISK, STAMPED F 255 1938.
 JK0300
 JK0300                          STATION RECOVERY (1984)
 JK0300
 JK0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0300'MARK NOT FOUND.
 JK0300
 JK0300                          STATION RECOVERY (1997)
 JK0300
 JK0300'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (PGG)
 JK0300'THE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS AT STATE HIGHWAY 115
 JK0300'MILEPOST 24.66.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0309 ***********************************************************************
 JJ0309  DESIGNATION -  F 256
 JJ0309  PID         -  JJ0309
 JJ0309  STATE/COUNTY-  CO/CHEYENNE
 JJ0309  USGS QUAD   -  WILD HORSE (1978)
 JJ0309
 JJ0309                         *CURRENT SURVEY CONTROL
 JJ0309  ___________________________________________________________________
 JJ0309* NAD 83(1986)-  38 49 58.     (N)    103 03 21.     (W)     SCALED    
 JJ0309* NAVD 88     -      1375.293  (meters)    4512.11   (feet)  ADJUSTED  
 JJ0309  ___________________________________________________________________
 JJ0309  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 JJ0309  DYNAMIC HT  -        1373.967 (meters)    4507.76  (feet)  COMP
 JJ0309  MODELED GRAV-     979,616.2   (mgal)                       NAVD 88
 JJ0309
 JJ0309  VERT ORDER  -  FIRST     CLASS II
 JJ0309
 JJ0309.The horizontal coordinates were scaled from a topographic map and have
 JJ0309.an estimated accuracy of +/- 6 seconds.
 JJ0309
 JJ0309.The orthometric height was determined by differential leveling
 JJ0309.and adjusted by the National Geodetic Survey in June 1991..
 JJ0309
 JJ0309.The geoid height was determined by GEOID03.
 JJ0309
 JJ0309.The dynamic height is computed by dividing the NAVD 88
 JJ0309.geopotential number by the normal gravity value computed on the
 JJ0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0309.degrees latitude (g = 980.6199 gals.).
 JJ0309
 JJ0309.The modeled gravity was interpolated from observed gravity values.
 JJ0309
 JJ0309;                    North         East    Units  Estimated Accuracy
 JJ0309;SPC CO C     -   418,600.    1,126,590.      MT  (+/- 180 meters Scaled)
 JJ0309
 JJ0309                          SUPERSEDED SURVEY CONTROL
 JJ0309
 JJ0309  NGVD 29 (??/??/92) 1374.650  (m)         4510.00   (f) ADJ UNCH    1 2
 JJ0309
 JJ0309.Superseded values are not recommended for survey control.
 JJ0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0309.See file dsdata.txt to determine how the superseded data were derived.
 JJ0309
 JJ0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD687000(NAD 83)
 JJ0309_MARKER: DB = BENCH MARK DISK
 JJ0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0309_STAMPING: F 256 1938
 JJ0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0309+STABILITY: SURFACE MOTION
 JJ0309
 JJ0309  HISTORY     - Date     Condition        Report By
 JJ0309  HISTORY     - 1938     MONUMENTED       CGS
 JJ0309  HISTORY     - 1974     GOOD             USGS
 JJ0309
 JJ0309                          STATION DESCRIPTION
 JJ0309
 JJ0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JJ0309'2.9 MI NW FROM WILD HORSE.
 JJ0309'2.9 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JJ0309'STATION AT WILD HORSE, CHEYENNE COUNTY, 50 FEET NORTH OF MILEPOST
 JJ0309'503, 40 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 40, AND 5
 JJ0309'FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED F 256 1938 AND
 JJ0309'SET IN THE TOP OF A CONCRETE POST.
 JJ0309
 JJ0309                          STATION RECOVERY (1974)
 JJ0309
 JJ0309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0217 ***********************************************************************
 KJ0217  DESIGNATION -  F 257
 KJ0217  PID         -  KJ0217
 KJ0217  STATE/COUNTY-  CO/LINCOLN
 KJ0217  USGS QUAD   -  BARRON CREEK (1979)
 KJ0217
 KJ0217                         *CURRENT SURVEY CONTROL
 KJ0217  ___________________________________________________________________
 KJ0217* NAD 83(1986)-  39 11 29.     (N)    103 34 38.     (W)     SCALED    
 KJ0217* NAVD 88     -      1584.886  (meters)    5199.75   (feet)  ADJUSTED  
 KJ0217  ___________________________________________________________________
 KJ0217  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 KJ0217  DYNAMIC HT  -        1583.352 (meters)    5194.71  (feet)  COMP
 KJ0217  MODELED GRAV-     979,603.3   (mgal)                       NAVD 88
 KJ0217
 KJ0217  VERT ORDER  -  FIRST     CLASS II
 KJ0217
 KJ0217.The horizontal coordinates were scaled from a topographic map and have
 KJ0217.an estimated accuracy of +/- 6 seconds.
 KJ0217
 KJ0217.The orthometric height was determined by differential leveling
 KJ0217.and adjusted by the National Geodetic Survey in June 1991..
 KJ0217
 KJ0217.The geoid height was determined by GEOID03.
 KJ0217
 KJ0217.The dynamic height is computed by dividing the NAVD 88
 KJ0217.geopotential number by the normal gravity value computed on the
 KJ0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0217.degrees latitude (g = 980.6199 gals.).
 KJ0217
 KJ0217.The modeled gravity was interpolated from observed gravity values.
 KJ0217
 KJ0217;                    North         East    Units  Estimated Accuracy
 KJ0217;SPC CO C     -   457,310.    1,080,490.      MT  (+/- 180 meters Scaled)
 KJ0217
 KJ0217                          SUPERSEDED SURVEY CONTROL
 KJ0217
 KJ0217  NGVD 29 (??/??/92) 1584.101  (m)         5197.17   (f) ADJ UNCH    1 2
 KJ0217
 KJ0217.Superseded values are not recommended for survey control.
 KJ0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0217.See file dsdata.txt to determine how the superseded data were derived.
 KJ0217
 KJ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD228389(NAD 83)
 KJ0217_MARKER: DB = BENCH MARK DISK
 KJ0217_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KJ0217_SP_SET: BRIDGE
 KJ0217_STAMPING: F 257 1938
 KJ0217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KJ0217
 KJ0217  HISTORY     - Date     Condition        Report By
 KJ0217  HISTORY     - 1938     MONUMENTED       CGS
 KJ0217
 KJ0217                          STATION DESCRIPTION
 KJ0217
 KJ0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KJ0217'6.8 MI NW FROM HUGO.
 KJ0217'6.8 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KJ0217'AT HUGO, LINCOLN COUNTY, ON OLD U.S. HIGHWAY 40 S, 0.3 MILE SOUTH
 KJ0217'OF A FARMHOUSE WITH LARGE TREES, 160 FEET NORTH OF RAILROAD BRIDGE
 KJ0217'542.50, AND IN THE TOP OF A CONCRETE BRIDGE ON THE OLD HIGHWAY.  A
 KJ0217'STANDARD DISK, STAMPED F 257 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0249 ***********************************************************************
 KJ0249  DESIGNATION -  F 258
 KJ0249  PID         -  KJ0249
 KJ0249  STATE/COUNTY-  CO/ELBERT
 KJ0249  USGS QUAD   -  AGATE (1970)
 KJ0249
 KJ0249                         *CURRENT SURVEY CONTROL
 KJ0249  ___________________________________________________________________
 KJ0249* NAD 83(1986)-  39 29 00.     (N)    103 57 33.     (W)     SCALED    
 KJ0249* NAVD 88     -      1639.002  (meters)    5377.29   (feet)  ADJUSTED  
 KJ0249  ___________________________________________________________________
 KJ0249  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 KJ0249  DYNAMIC HT  -        1637.456 (meters)    5372.22  (feet)  COMP
 KJ0249  MODELED GRAV-     979,625.4   (mgal)                       NAVD 88
 KJ0249
 KJ0249  VERT ORDER  -  FIRST     CLASS II
 KJ0249
 KJ0249.The horizontal coordinates were scaled from a topographic map and have
 KJ0249.an estimated accuracy of +/- 6 seconds.
 KJ0249
 KJ0249.The orthometric height was determined by differential leveling
 KJ0249.and adjusted by the National Geodetic Survey in June 1991..
 KJ0249
 KJ0249.The geoid height was determined by GEOID03.
 KJ0249
 KJ0249.The dynamic height is computed by dividing the NAVD 88
 KJ0249.geopotential number by the normal gravity value computed on the
 KJ0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0249.degrees latitude (g = 980.6199 gals.).
 KJ0249
 KJ0249.The modeled gravity was interpolated from observed gravity values.
 KJ0249
 KJ0249;                    North         East    Units  Estimated Accuracy
 KJ0249;SPC CO C     -   489,090.    1,046,950.      MT  (+/- 180 meters Scaled)
 KJ0249
 KJ0249                          SUPERSEDED SURVEY CONTROL
 KJ0249
 KJ0249  NGVD 29 (??/??/92) 1638.164  (m)         5374.54   (f) ADJ UNCH    1 2
 KJ0249
 KJ0249.Superseded values are not recommended for survey control.
 KJ0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0249.See file dsdata.txt to determine how the superseded data were derived.
 KJ0249
 KJ0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED895709(NAD 83)
 KJ0249_MARKER: DB = BENCH MARK DISK
 KJ0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0249_STAMPING: F 258 1938
 KJ0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0249+STABILITY: SURFACE MOTION
 KJ0249
 KJ0249  HISTORY     - Date     Condition        Report By
 KJ0249  HISTORY     - 1938     MONUMENTED       CGS
 KJ0249
 KJ0249                          STATION DESCRIPTION
 KJ0249
 KJ0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KJ0249'1.8 MI NW FROM AGATE.
 KJ0249'1.8 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KJ0249'STATION AT AGATE, ELBERT COUNTY, ABOUT 1/4 MILE SOUTH OF U.S.
 KJ0249'HIGHWAY 40, AT MILEPOST 574, 115 FEET NORTH OF THE TRACK, AND IN LINE
 KJ0249'WITH A ROW OF POLES.  A STANDARD DISK, STAMPED F 258 1938 AND SET
 KJ0249'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0036 ***********************************************************************
 KK0036  DESIGNATION -  F 259
 KK0036  PID         -  KK0036
 KK0036  STATE/COUNTY-  CO/ADAMS
 KK0036  USGS QUAD   -  BENNETT (1975)
 KK0036
 KK0036                         *CURRENT SURVEY CONTROL
 KK0036  ___________________________________________________________________
 KK0036* NAD 83(1986)-  39 45 23.     (N)    104 29 11.     (W)     SCALED    
 KK0036* NAVD 88     -      1674.884  (meters)    5495.02   (feet)  ADJUSTED  
 KK0036  ___________________________________________________________________
 KK0036  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 KK0036  DYNAMIC HT  -        1673.312 (meters)    5489.86  (feet)  COMP
 KK0036  MODELED GRAV-     979,628.9   (mgal)                       NAVD 88
 KK0036
 KK0036  VERT ORDER  -  FIRST     CLASS II
 KK0036
 KK0036.The horizontal coordinates were scaled from a topographic map and have
 KK0036.an estimated accuracy of +/- 6 seconds.
 KK0036
 KK0036.The orthometric height was determined by differential leveling
 KK0036.and adjusted by the National Geodetic Survey in June 1991..
 KK0036
 KK0036.The geoid height was determined by GEOID03.
 KK0036
 KK0036.The dynamic height is computed by dividing the NAVD 88
 KK0036.geopotential number by the normal gravity value computed on the
 KK0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0036.degrees latitude (g = 980.6199 gals.).
 KK0036
 KK0036.The modeled gravity was interpolated from observed gravity values.
 KK0036
 KK0036;                    North         East    Units  Estimated Accuracy
 KK0036;SPC CO N     -   352,270.    1,001,260.      MT  (+/- 180 meters Scaled)
 KK0036
 KK0036                          SUPERSEDED SURVEY CONTROL
 KK0036
 KK0036  NGVD 29 (??/??/92) 1673.969  (m)         5492.01   (f) ADJ UNCH    1 2
 KK0036
 KK0036.Superseded values are not recommended for survey control.
 KK0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0036.See file dsdata.txt to determine how the superseded data were derived.
 KK0036
 KK0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE439008(NAD 83)
 KK0036_MARKER: DB = BENCH MARK DISK
 KK0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0036_STAMPING: F 259 1938
 KK0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0036+STABILITY: SURFACE MOTION
 KK0036
 KK0036  HISTORY     - Date     Condition        Report By
 KK0036  HISTORY     - 1938     MONUMENTED       CGS
 KK0036  HISTORY     - 1960     GOOD             NGS
 KK0036
 KK0036                          STATION DESCRIPTION
 KK0036
 KK0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KK0036'3.2 MI W FROM BENNETT.
 KK0036'3.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KK0036'AT BENNETT, ADAMS COUNTY, OPPOSITE MILEPOST 612, 190 FEET NORTH
 KK0036'OF THE CENTER OF U.S. HIGHWAYS 36 AND 40, 60 FEET SOUTH OF THE TRACK,
 KK0036'AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED F 259 1938
 KK0036'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0046 ***********************************************************************
 JJ0046  DESIGNATION -  F 26
 JJ0046  PID         -  JJ0046
 JJ0046  STATE/COUNTY-  CO/CHEYENNE
 JJ0046  USGS QUAD   -  CHEYENNE WELLS SW (1982)
 JJ0046
 JJ0046                         *CURRENT SURVEY CONTROL
 JJ0046  ___________________________________________________________________
 JJ0046* NAD 83(1986)-  38 48 34.     (N)    102 25 36.     (W)     SCALED    
 JJ0046* NAVD 88     -      1341.419  (meters)    4400.97   (feet)  ADJUSTED  
 JJ0046  ___________________________________________________________________
 JJ0046  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 JJ0046  DYNAMIC HT  -        1340.173 (meters)    4396.88  (feet)  COMP
 JJ0046  MODELED GRAV-     979,652.4   (mgal)                       NAVD 88
 JJ0046
 JJ0046  VERT ORDER  -  FIRST     CLASS II
 JJ0046
 JJ0046.The horizontal coordinates were scaled from a topographic map and have
 JJ0046.an estimated accuracy of +/- 6 seconds.
 JJ0046
 JJ0046.The orthometric height was determined by differential leveling
 JJ0046.and adjusted by the National Geodetic Survey in June 1991..
 JJ0046
 JJ0046.The geoid height was determined by GEOID03.
 JJ0046
 JJ0046.The dynamic height is computed by dividing the NAVD 88
 JJ0046.geopotential number by the normal gravity value computed on the
 JJ0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0046.degrees latitude (g = 980.6199 gals.).
 JJ0046
 JJ0046.The modeled gravity was interpolated from observed gravity values.
 JJ0046
 JJ0046;                    North         East    Units  Estimated Accuracy
 JJ0046;SPC CO C     -   417,670.    1,181,280.      MT  (+/- 180 meters Scaled)
 JJ0046
 JJ0046                          SUPERSEDED SURVEY CONTROL
 JJ0046
 JJ0046  NGVD 29 (??/??/92) 1340.871  (m)         4399.17   (f) ADJ UNCH    1 2
 JJ0046
 JJ0046.Superseded values are not recommended for survey control.
 JJ0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0046.See file dsdata.txt to determine how the superseded data were derived.
 JJ0046
 JJ0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC234987(NAD 83)
 JJ0046_MARKER: DB = BENCH MARK DISK
 JJ0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0046_STAMPING: F 26 1929
 JJ0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0046+STABILITY: SURFACE MOTION
 JJ0046
 JJ0046  HISTORY     - Date     Condition        Report By
 JJ0046  HISTORY     - 1929     MONUMENTED       CGS
 JJ0046  HISTORY     - 1952     GOOD             NGS
 JJ0046  HISTORY     - 19960124 MARK NOT FOUND   CODOT
 JJ0046
 JJ0046                          STATION DESCRIPTION
 JJ0046
 JJ0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JJ0046'4.2 MI W FROM CHEYENNE WELLS.
 JJ0046'4.2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 JJ0046'CHEYENNE WELLS, 0.3 MILE WEST OF MILEPOST 467, AT A PRIVATE ROAD
 JJ0046'CROSSING, 172.5 FEET NORTH OF THE CENTER LINE OF U.S. HIGHWAY 40,
 JJ0046'162 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD, 60.8 FEET SOUTH
 JJ0046'OF THE SOUTH RAIL, 41.2 FEET WEST OF A TELEPHONE POLE, 123 FEET
 JJ0046'SOUTH OF A FENCE, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 JJ0046'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.  THIS MARK WAS
 JJ0046'NOT LEVELED OVER.
 JJ0046
 JJ0046                          STATION RECOVERY (1996)
 JJ0046
 JJ0046'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (JC)
 JJ0046'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0390 ***********************************************************************
 KK0390  DESIGNATION -  F 260
 KK0390  PID         -  KK0390
 KK0390  STATE/COUNTY-  CO/ADAMS
 KK0390  USGS QUAD   -  COMMERCE CITY (1994)
 KK0390
 KK0390                         *CURRENT SURVEY CONTROL
 KK0390  ___________________________________________________________________
 KK0390* NAD 83(1986)-  39 50 42.     (N)    104 54 38.     (W)     SCALED    
 KK0390* NAVD 88     -      1562.529  (meters)    5126.40   (feet)  ADJUSTED  
 KK0390  ___________________________________________________________________
 KK0390  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 KK0390  DYNAMIC HT  -        1561.079 (meters)    5121.64  (feet)  COMP
 KK0390  MODELED GRAV-     979,643.5   (mgal)                       NAVD 88
 KK0390
 KK0390  VERT ORDER  -  FIRST     CLASS II
 KK0390
 KK0390.The horizontal coordinates were scaled from a topographic map and have
 KK0390.an estimated accuracy of +/- 6 seconds.
 KK0390
 KK0390.The orthometric height was determined by differential leveling
 KK0390.and adjusted by the National Geodetic Survey in June 1991..
 KK0390
 KK0390.The geoid height was determined by GEOID03.
 KK0390
 KK0390.The dynamic height is computed by dividing the NAVD 88
 KK0390.geopotential number by the normal gravity value computed on the
 KK0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0390.degrees latitude (g = 980.6199 gals.).
 KK0390
 KK0390.The modeled gravity was interpolated from observed gravity values.
 KK0390
 KK0390;                    North         East    Units  Estimated Accuracy
 KK0390;SPC CO N     -   361,780.      964,850.      MT  (+/- 180 meters Scaled)
 KK0390
 KK0390                          SUPERSEDED SURVEY CONTROL
 KK0390
 KK0390  NGVD 29 (??/??/??) 1561.648  (m)         5123.51   (f) ADJUSTED    1 2
 KK0390
 KK0390.Superseded values are not recommended for survey control.
 KK0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0390.See file dsdata.txt to determine how the superseded data were derived.
 KK0390
 KK0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE076105(NAD 83)
 KK0390_MARKER: DB = BENCH MARK DISK
 KK0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0390_STAMPING: F 260 1938
 KK0390_MARK LOGO: CGS   
 KK0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0390+STABILITY: SURFACE MOTION
 KK0390
 KK0390  HISTORY     - Date     Condition        Report By
 KK0390  HISTORY     - 1938     MONUMENTED       CGS
 KK0390  HISTORY     - 1956     GOOD             NGS
 KK0390  HISTORY     - 1983     GOOD             NGS
 KK0390
 KK0390                          STATION DESCRIPTION
 KK0390
 KK0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KK0390'8 MI NE FROM DENVER.
 KK0390'8.0 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KK0390'UNION STATION  AT DENVER, 45.5 FEET WEST OF THE WEST RAIL OF THE
 KK0390'WEST TRACK, 8.4 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 KK0390'NORTHWEST TRACK LEADING TO A STANDARD OIL COMPANY TANK YARD,
 KK0390'7.3 FEET SOUTH OF MILEPOST 8, IN LINE WITH A ROW OF TELEPHONE
 KK0390'POLES, 1 FOOT NORTH OF A WITNESS POST, 0.25 MILE NORTHEAST OF THE
 KK0390'CROSSING OF EAST 80TH AVENUE, SET IN THE TOP OF A CONCRETE POST
 KK0390'WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND, IN SECTION 29, TOWNSHIP
 KK0390'2 SOUTH, RANGE 67 WEST.
 KK0390
 KK0390                          STATION RECOVERY (1983)
 KK0390
 KK0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0390'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.7 KM (2.9 MI)
 KK0390'SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM ITS JUNCTION WITH
 KK0390'INTERSTATE HIGHWAY 76 IN NORTH COMMERCE CITY.  CHANGE 7.3 FT SOUTH OF
 KK0390'MILEPOST 9 TO 34.8 METERS (714.2 FT) WEST OF MILEPOST 9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0195 ***********************************************************************
 LL0195  DESIGNATION -  F 261
 LL0195  PID         -  LL0195
 LL0195  STATE/COUNTY-  CO/WELD
 LL0195  USGS QUAD   -  MILLIKEN (1969)
 LL0195
 LL0195                         *CURRENT SURVEY CONTROL
 LL0195  ___________________________________________________________________
 LL0195* NAD 83(1986)-  40 16 03.     (N)    104 47 32.     (W)     SCALED    
 LL0195* NAVD 88     -      1453.996  (meters)    4770.32   (feet)  ADJUSTED  
 LL0195  ___________________________________________________________________
 LL0195  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 LL0195  DYNAMIC HT  -        1452.720 (meters)    4766.13  (feet)  COMP
 LL0195  MODELED GRAV-     979,697.7   (mgal)                       NAVD 88
 LL0195
 LL0195  VERT ORDER  -  FIRST     CLASS II
 LL0195
 LL0195.The horizontal coordinates were scaled from a topographic map and have
 LL0195.an estimated accuracy of +/- 6 seconds.
 LL0195
 LL0195.The orthometric height was determined by differential leveling
 LL0195.and adjusted by the National Geodetic Survey in June 1991..
 LL0195
 LL0195.The geoid height was determined by GEOID03.
 LL0195
 LL0195.The dynamic height is computed by dividing the NAVD 88
 LL0195.geopotential number by the normal gravity value computed on the
 LL0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0195.degrees latitude (g = 980.6199 gals.).
 LL0195
 LL0195.The modeled gravity was interpolated from observed gravity values.
 LL0195
 LL0195;                    North         East    Units  Estimated Accuracy
 LL0195;SPC CO N     -   408,760.      974,600.      MT  (+/- 180 meters Scaled)
 LL0195
 LL0195                          SUPERSEDED SURVEY CONTROL
 LL0195
 LL0195  NGVD 29 (??/??/??) 1453.101  (m)         4767.38   (f) ADJUSTED    1 2
 LL0195
 LL0195.Superseded values are not recommended for survey control.
 LL0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0195.See file dsdata.txt to determine how the superseded data were derived.
 LL0195
 LL0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE176574(NAD 83)
 LL0195_MARKER: DB = BENCH MARK DISK
 LL0195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0195_STAMPING: F 261 1939
 LL0195_MARK LOGO: CGS   
 LL0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0195+STABILITY: SURFACE MOTION
 LL0195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0195+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2005
 LL0195
 LL0195  HISTORY     - Date     Condition        Report By
 LL0195  HISTORY     - 1939     MONUMENTED       CGS
 LL0195  HISTORY     - 1956     GOOD             NGS
 LL0195  HISTORY     - 1983     GOOD             NGS
 LL0195  HISTORY     - 20050812 GOOD             USPSQD
 LL0195
 LL0195                          STATION DESCRIPTION
 LL0195
 LL0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0195'1 MI SW FROM GILCREST.
 LL0195'1.0 MILE SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL0195'STATION AT GILCREST, AT A ROAD CROSSING, 42.6 FEET SOUTHEAST
 LL0195'OF THE SOUTHEAST RAIL, 47 FEET WEST OF THE CENTER LINE OF A
 LL0195'DIRT ROAD, 13.2 FEET NORTHEAST OF A TELEPHONE POLE, 4 FEET
 LL0195'NORTHWEST OF A FENCE, 0.7 FOOT NORTHEAST OF A WITNESS POST,
 LL0195'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 LL0195'ABOVE THE GROUND, IN SECTION 32, TOWNSHIP 4 NORTH, RANGE 66 WEST.
 LL0195
 LL0195                          STATION RECOVERY (1983)
 LL0195
 LL0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0195'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  11.4 KM
 LL0195'(7.05 MI) SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL0195'STATION IN LA SALLE.  CHANGE 13.2 FEET NORTHEAST OF A TELEPHONE POLE
 LL0195'TO 4.0 METERS (13.0 FT) NORTHEAST OF MILEPOST 39.
 LL0195
 LL0195                          STATION RECOVERY (2005)
 LL0195
 LL0195'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 LL0195'FOUND AS DESCRIBED. ORANGE WITNESS POST IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0296 ***********************************************************************
 LL0296  DESIGNATION -  F 262
 LL0296  PID         -  LL0296
 LL0296  STATE/COUNTY-  CO/WELD
 LL0296  USGS QUAD   -  NUNN (1975)
 LL0296
 LL0296                         *CURRENT SURVEY CONTROL
 LL0296  ___________________________________________________________________
 LL0296* NAD 83(1986)-  40 39 15.     (N)    104 45 33.     (W)     SCALED    
 LL0296* NAVD 88     -      1548.031  (meters)    5078.83   (feet)  ADJUSTED  
 LL0296  ___________________________________________________________________
 LL0296  GEOID HEIGHT-         -17.29  (meters)                     GEOID03
 LL0296  DYNAMIC HT  -        1546.739 (meters)    5074.59  (feet)  COMP
 LL0296  MODELED GRAV-     979,735.5   (mgal)                       NAVD 88
 LL0296
 LL0296  VERT ORDER  -  FIRST     CLASS II
 LL0296
 LL0296.The horizontal coordinates were scaled from a topographic map and have
 LL0296.an estimated accuracy of +/- 6 seconds.
 LL0296
 LL0296.The orthometric height was determined by differential leveling
 LL0296.and adjusted by the National Geodetic Survey in June 1991..
 LL0296.WARNING-Repeat measurements at this control monument indicate possible
 LL0296.vertical movement.
 LL0296
 LL0296.The geoid height was determined by GEOID03.
 LL0296
 LL0296.The dynamic height is computed by dividing the NAVD 88
 LL0296.geopotential number by the normal gravity value computed on the
 LL0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0296.degrees latitude (g = 980.6199 gals.).
 LL0296
 LL0296.The modeled gravity was interpolated from observed gravity values.
 LL0296
 LL0296;                    North         East    Units  Estimated Accuracy
 LL0296;SPC CO N     -   451,720.      977,060.      MT  (+/- 180 meters Scaled)
 LL0296
 LL0296                          SUPERSEDED SURVEY CONTROL
 LL0296
 LL0296  NGVD 29 (06/08/92) 1547.154  (m)         5075.95   (f) ADJUSTED    1 2
 LL0296
 LL0296.Superseded values are not recommended for survey control.
 LL0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0296.See file dsdata.txt to determine how the superseded data were derived.
 LL0296
 LL0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF203003(NAD 83)
 LL0296_MARKER: DB = BENCH MARK DISK
 LL0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0296_STAMPING: F 262 1939
 LL0296_MARK LOGO: CGS   
 LL0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0296+STABILITY: SURFACE MOTION
 LL0296
 LL0296  HISTORY     - Date     Condition        Report By
 LL0296  HISTORY     - 1939     MONUMENTED       CGS
 LL0296  HISTORY     - 1956     GOOD             NGS
 LL0296  HISTORY     - 1983     GOOD             NGS
 LL0296
 LL0296                          STATION DESCRIPTION
 LL0296
 LL0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0296'1.3 MI NW FROM PIERCE.
 LL0296'1.3 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL0296'STATION AT PIERCE, 90 FEET NORTHEAST OF THE 6TH POLE NORTHWEST
 LL0296'OF MILEPOST 68, 45 FEET NORTHEAST OF THE NORTHEAST RAIL, 40 FEET
 LL0296'SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD, 3.7 FEET SOUTHWEST OF
 LL0296'A FENCE, 21 FEET NORTH OF A TELEPHONE POLE, 0.6 FOOT SOUTHEAST OF
 LL0296'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS
 LL0296'FLUSH WITH THE GROUND, IN THE NORTHEAST 1/4 OF SECTION 22,
 LL0296'TOWNSHIP 8 NORTH, RANGE 66 WEST.
 LL0296
 LL0296                          STATION RECOVERY (1983)
 LL0296
 LL0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0296'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  26.2 KM
 LL0296'(16.3 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LL0296'IN GREELEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0332 ***********************************************************************
 LL0332  DESIGNATION -  F 263
 LL0332  PID         -  LL0332
 LL0332  STATE/COUNTY-  CO/WELD
 LL0332  USGS QUAD   -  CARR WEST (1975)
 LL0332
 LL0332                         *CURRENT SURVEY CONTROL
 LL0332  ___________________________________________________________________
 LL0332* NAD 83(1986)-  40 58 00.     (N)    104 53 31.     (W)     SCALED    
 LL0332* NAVD 88     -      1815.115  (meters)    5955.09   (feet)  ADJUSTED  
 LL0332  ___________________________________________________________________
 LL0332  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 LL0332  DYNAMIC HT  -        1813.518 (meters)    5949.85  (feet)  COMP
 LL0332  MODELED GRAV-     979,680.3   (mgal)                       NAVD 88
 LL0332
 LL0332  VERT ORDER  -  FIRST     CLASS II
 LL0332
 LL0332.The horizontal coordinates were scaled from a topographic map and have
 LL0332.an estimated accuracy of +/- 6 seconds.
 LL0332
 LL0332.The orthometric height was determined by differential leveling
 LL0332.and adjusted by the National Geodetic Survey in June 1991..
 LL0332
 LL0332.The geoid height was determined by GEOID03.
 LL0332
 LL0332.The dynamic height is computed by dividing the NAVD 88
 LL0332.geopotential number by the normal gravity value computed on the
 LL0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0332.degrees latitude (g = 980.6199 gals.).
 LL0332
 LL0332.The modeled gravity was interpolated from observed gravity values.
 LL0332
 LL0332;                    North         East    Units  Estimated Accuracy
 LL0332;SPC CO N     -   486,340.      965,590.      MT  (+/- 180 meters Scaled)
 LL0332
 LL0332                          SUPERSEDED SURVEY CONTROL
 LL0332
 LL0332  NGVD 29 (??/??/92) 1814.084  (m)         5951.71   (f) ADJ UNCH    1 2
 LL0332
 LL0332.Superseded values are not recommended for survey control.
 LL0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0332.See file dsdata.txt to determine how the superseded data were derived.
 LL0332
 LL0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF090350(NAD 83)
 LL0332_MARKER: DB = BENCH MARK DISK
 LL0332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0332_SP_SET: CULVERT
 LL0332_STAMPING: F 263 1939
 LL0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0332
 LL0332  HISTORY     - Date     Condition        Report By
 LL0332  HISTORY     - 1939     MONUMENTED       CGS
 LL0332  HISTORY     - 1956     GOOD             NGS
 LL0332
 LL0332                          STATION DESCRIPTION
 LL0332
 LL0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0332'5 MI NW FROM CARR.
 LL0332'5.0 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL0332'STATION AT CARR, 1 1/3 POLES SOUTH OF MILEPOST 91. 11.6 FEET
 LL0332'EAST OF THE EAST RAIL, 1.5 FEET BELOW THE TOP OF THE RAILS, SET IN
 LL0332'THE TOP OF THE NORTH END OF THE EAST HEADWALL OF CONCRETE CULVERT
 LL0332'90.98, IN THE NORTHEAST 1/4 OF SECTION 33, TOWNSHIP 12 NORTH,
 LL0332'RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0623 ***********************************************************************
 KK0623  DESIGNATION -  F 265
 KK0623  PID         -  KK0623
 KK0623  STATE/COUNTY-  CO/JEFFERSON
 KK0623  USGS QUAD   -  RALSTON BUTTES (1965)
 KK0623
 KK0623                         *CURRENT SURVEY CONTROL
 KK0623  ___________________________________________________________________
 KK0623* NAD 83(1986)-  39 52 19.     (N)    105 16 10.     (W)     SCALED    
 KK0623* NAVD 88     -      2001.536  (meters)    6566.71   (feet)  ADJUSTED  
 KK0623  ___________________________________________________________________
 KK0623  GEOID HEIGHT-         -15.32  (meters)                     GEOID03
 KK0623  DYNAMIC HT  -        1999.486 (meters)    6559.98  (feet)  COMP
 KK0623  MODELED GRAV-     979,530.4   (mgal)                       NAVD 88
 KK0623
 KK0623  VERT ORDER  -  SECOND    CLASS 0
 KK0623
 KK0623.The horizontal coordinates were scaled from a topographic map and have
 KK0623.an estimated accuracy of +/- 6 seconds.
 KK0623
 KK0623.The orthometric height was determined by differential leveling
 KK0623.and adjusted by the National Geodetic Survey in June 1991..
 KK0623
 KK0623.The geoid height was determined by GEOID03.
 KK0623
 KK0623.The dynamic height is computed by dividing the NAVD 88
 KK0623.geopotential number by the normal gravity value computed on the
 KK0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0623.degrees latitude (g = 980.6199 gals.).
 KK0623
 KK0623.The modeled gravity was interpolated from observed gravity values.
 KK0623
 KK0623;                    North         East    Units  Estimated Accuracy
 KK0623;SPC CO C     -   531,140.      934,130.      MT  (+/- 180 meters Scaled)
 KK0623
 KK0623                          SUPERSEDED SURVEY CONTROL
 KK0623
 KK0623  NGVD 29 (??/??/92) 2000.344  (m)         6562.80   (f) ADJ UNCH    2 0
 KK0623
 KK0623.Superseded values are not recommended for survey control.
 KK0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0623.See file dsdata.txt to determine how the superseded data were derived.
 KK0623
 KK0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE769135(NAD 83)
 KK0623_MARKER: DB = BENCH MARK DISK
 KK0623_SETTING: 80 = SET IN A BOULDER
 KK0623_STAMPING: F 265 1940
 KK0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0623+STABILITY: SURFACE MOTION
 KK0623
 KK0623  HISTORY     - Date     Condition        Report By
 KK0623  HISTORY     - 1940     MONUMENTED       CGS
 KK0623  HISTORY     - 1965     MARK NOT FOUND   NGS
 KK0623  HISTORY     - 1982     MARK NOT FOUND   NGS
 KK0623
 KK0623                          STATION DESCRIPTION
 KK0623
 KK0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 KK0623'13.3 MI NW FROM ARVADA.
 KK0623'13.3 MILES NORTHWEST ALONG THE DENVER AND SALT LAKE RAILWAY FROM
 KK0623'ARVADA, JEFFERSON COUNTY, 80 FEET NORTH OF MILEPOST 22, 54
 KK0623'FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 25 FEET SOUTHWEST
 KK0623'OF THE RIGHT-OF-WAY FENCE, AT THE NORTH END OF A MASS OF LARGE
 KK0623'LOOSE BOULDERS, IN THE TOP OF A 4 BY 6 FOOT GRANITE BOULDER,
 KK0623'2 FEET ABOVE GROUND, AND 3 FEET LOWER THAN THE TOP OF THE RAIL.
 KK0623'A STANDARD DISK, STAMPED F 265 1940.
 KK0623
 KK0623                          STATION RECOVERY (1965)
 KK0623
 KK0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KK0623'MARK NOT FOUND.
 KK0623
 KK0623                          STATION RECOVERY (1982)
 KK0623
 KK0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0623'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0591 ***********************************************************************
 KK0591  DESIGNATION -  F 266
 KK0591  PID         -  KK0591
 KK0591  STATE/COUNTY-  CO/GILPIN
 KK0591  USGS QUAD   -  TUNGSTEN (1972)
 KK0591
 KK0591                         *CURRENT SURVEY CONTROL
 KK0591  ___________________________________________________________________
 KK0591* NAD 83(1986)-  39 54 27.     (N)    105 29 47.     (W)     SCALED    
 KK0591* NAVD 88     -      2619.772  (meters)    8595.04   (feet)  ADJUSTED  
 KK0591  ___________________________________________________________________
 KK0591  GEOID HEIGHT-         -13.39  (meters)                     GEOID03
 KK0591  DYNAMIC HT  -        2616.852 (meters)    8585.46  (feet)  COMP
 KK0591  MODELED GRAV-     979,415.8   (mgal)                       NAVD 88
 KK0591
 KK0591  VERT ORDER  -  SECOND    CLASS 0
 KK0591
 KK0591.The horizontal coordinates were scaled from a topographic map and have
 KK0591.an estimated accuracy of +/- 6 seconds.
 KK0591
 KK0591.The orthometric height was determined by differential leveling
 KK0591.and adjusted by the National Geodetic Survey in June 1991..
 KK0591
 KK0591.The geoid height was determined by GEOID03.
 KK0591
 KK0591.The dynamic height is computed by dividing the NAVD 88
 KK0591.geopotential number by the normal gravity value computed on the
 KK0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0591.degrees latitude (g = 980.6199 gals.).
 KK0591
 KK0591.The modeled gravity was interpolated from observed gravity values.
 KK0591
 KK0591;                    North         East    Units  Estimated Accuracy
 KK0591;SPC CO N     -   368,550.      914,710.      MT  (+/- 180 meters Scaled)
 KK0591
 KK0591                          SUPERSEDED SURVEY CONTROL
 KK0591
 KK0591  NGVD 29 (??/??/92) 2618.408  (m)         8590.56   (f) ADJ UNCH    2 0
 KK0591
 KK0591.Superseded values are not recommended for survey control.
 KK0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0591.See file dsdata.txt to determine how the superseded data were derived.
 KK0591
 KK0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE575176(NAD 83)
 KK0591_MARKER: DB = BENCH MARK DISK
 KK0591_SETTING: 66 = SET IN ROCK OUTCROP
 KK0591_SP_SET: OUTCROP
 KK0591_STAMPING: F 266 1940
 KK0591_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0591+STABILITY: POSITION/ELEVATION WELL
 KK0591
 KK0591  HISTORY     - Date     Condition        Report By
 KK0591  HISTORY     - 1940     MONUMENTED       CGS
 KK0591  HISTORY     - 1972     GOOD             USGS
 KK0591  HISTORY     - 20031008 MARK NOT FOUND   USPSQD
 KK0591
 KK0591                          STATION DESCRIPTION
 KK0591
 KK0591'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KK0591'1.1 MI S FROM ROLLINSVILLE.
 KK0591'1.1 MILES SOUTH ALONG HWY 119 FROM THE EAST PORTAL ROAD CROSSING.
 KK0591'MIDWAY BETWEEN TWO CURVES 300 FEET APART, 35 FEET NORTH OF THE
 KK0591'CENTERLINE OF THE HWY IN THE TOP OF A ROCK OUTCROP, AND LEVEL WITH
 KK0591'THE HWY.  A STANDARD DISK STAMPED F 266 1940.
 KK0591
 KK0591                          STATION RECOVERY (2003)
 KK0591
 KK0591'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 KK0591'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0623 ***********************************************************************
 JK0623  DESIGNATION -  F 267
 JK0623  PID         -  JK0623
 JK0623  STATE/COUNTY-  CO/CUSTER
 JK0623  USGS QUAD   -  BECKWITH MOUNTAIN (1958)
 JK0623
 JK0623                         *CURRENT SURVEY CONTROL
 JK0623  ___________________________________________________________________
 JK0623* NAD 83(1986)-  38 12 12.     (N)    105 32 14.     (W)     SCALED    
 JK0623* NAVD 88     -      2410.892  (meters)    7909.73   (feet)  ADJUSTED  
 JK0623  ___________________________________________________________________
 JK0623  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 JK0623  DYNAMIC HT  -        2407.940 (meters)    7900.05  (feet)  COMP
 JK0623  MODELED GRAV-     979,317.0   (mgal)                       NAVD 88
 JK0623
 JK0623  VERT ORDER  -  SECOND    CLASS 0
 JK0623
 JK0623.The horizontal coordinates were scaled from a topographic map and have
 JK0623.an estimated accuracy of +/- 6 seconds.
 JK0623
 JK0623.The orthometric height was determined by differential leveling
 JK0623.and adjusted by the National Geodetic Survey in June 1991..
 JK0623
 JK0623.The geoid height was determined by GEOID03.
 JK0623
 JK0623.The dynamic height is computed by dividing the NAVD 88
 JK0623.geopotential number by the normal gravity value computed on the
 JK0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0623.degrees latitude (g = 980.6199 gals.).
 JK0623
 JK0623.The modeled gravity was interpolated from observed gravity values.
 JK0623
 JK0623;                    North         East    Units  Estimated Accuracy
 JK0623;SPC CO S     -   475,350.      911,140.      MT  (+/- 180 meters Scaled)
 JK0623
 JK0623                          SUPERSEDED SURVEY CONTROL
 JK0623
 JK0623  NGVD 29 (??/??/92) 2409.618  (m)         7905.56   (f) ADJ UNCH    2 0
 JK0623
 JK0623.Superseded values are not recommended for survey control.
 JK0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0623.See file dsdata.txt to determine how the superseded data were derived.
 JK0623
 JK0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC529285(NAD 83)
 JK0623_MARKER: DB = BENCH MARK DISK
 JK0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0623_STAMPING: F 267 1941
 JK0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0623+STABILITY: SURFACE MOTION
 JK0623
 JK0623  HISTORY     - Date     Condition        Report By
 JK0623  HISTORY     - 1941     MONUMENTED       CGS
 JK0623
 JK0623                          STATION DESCRIPTION
 JK0623
 JK0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JK0623'7.3 MI NW FROM WESTCLIFFE.
 JK0623'7.3 MILES NORTHWEST ALONG STATE HIGHWAY 69 FROM THE COUNTY
 JK0623'COURTHOUSE AT WESTCLIFFE, CUSTER COUNTY 0.5 MILE NORTHWEST OF
 JK0623'THE JUNCTION OF A ROAD LEADING WEST, 0.2 MILE NORTHWEST OF A
 JK0623'GALVANIZED IRON CULVERT, 336 FEET SOUTHEAST OF A CURVE SIGN
 JK0623'NORTHEAST OF THE HIGHWAY, 44.0 FEET NORTHEAST OF THE CENTERLINE OF
 JK0623'THE HIGHWAY, 1.3 FEET SOUTHWEST OF A FENCE BRAC-POST, 3.0 FEET
 JK0623'NORTH OF A 4- BY 4-INCH WOODEN MARKER POST STENCILED U.S.B.M., AND
 JK0623'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED F 267 1941 AND
 JK0623'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE
 JK0623'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0280 ***********************************************************************
 JL0280  DESIGNATION -  F 268
 JL0280  PID         -  JL0280
 JL0280  STATE/COUNTY-  CO/GUNNISON
 JL0280  USGS QUAD   -  ANTHRACITE RANGE (1961)
 JL0280
 JL0280                         *CURRENT SURVEY CONTROL
 JL0280  ___________________________________________________________________
 JL0280* NAD 83(1986)-  38 51 26.     (N)    107 07 52.     (W)     SCALED    
 JL0280* NAVD 88     -      2794.793  (meters)    9169.25   (feet)  ADJUSTED  
 JL0280  ___________________________________________________________________
 JL0280  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 JL0280  DYNAMIC HT  -        2790.886 (meters)    9156.43  (feet)  COMP
 JL0280  MODELED GRAV-     979,130.8   (mgal)                       NAVD 88
 JL0280
 JL0280  VERT ORDER  -  SECOND    CLASS 0
 JL0280
 JL0280.The horizontal coordinates were scaled from a topographic map and have
 JL0280.an estimated accuracy of +/- 6 seconds.
 JL0280
 JL0280.The orthometric height was determined by differential leveling
 JL0280.and adjusted by the National Geodetic Survey in June 1991..
 JL0280
 JL0280.The geoid height was determined by GEOID03.
 JL0280
 JL0280.The dynamic height is computed by dividing the NAVD 88
 JL0280.geopotential number by the normal gravity value computed on the
 JL0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0280.degrees latitude (g = 980.6199 gals.).
 JL0280
 JL0280.The modeled gravity was interpolated from observed gravity values.
 JL0280
 JL0280;                    North         East    Units  Estimated Accuracy
 JL0280;SPC CO C     -   419,730.      772,840.      MT  (+/- 180 meters Scaled)
 JL0280
 JL0280                          SUPERSEDED SURVEY CONTROL
 JL0280
 JL0280  NGVD 29 (??/??/92) 2792.751  (m)         9162.55   (f) ADJ UNCH    2 0
 JL0280
 JL0280.Superseded values are not recommended for survey control.
 JL0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0280.See file dsdata.txt to determine how the superseded data were derived.
 JL0280
 JL0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD150030(NAD 83)
 JL0280_MARKER: DB = BENCH MARK DISK
 JL0280_SETTING: 80 = SET IN A BOULDER
 JL0280_SP_SET: BOULDER
 JL0280_STAMPING: F 268 1940
 JL0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0280+STABILITY: SURFACE MOTION
 JL0280
 JL0280  HISTORY     - Date     Condition        Report By
 JL0280  HISTORY     - 1940     MONUMENTED       CGS
 JL0280  HISTORY     - 1959     GOOD             USGS
 JL0280
 JL0280                          STATION DESCRIPTION
 JL0280
 JL0280'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 JL0280'2.5 MI NW FROM KEBLER PASS.
 JL0280'2.8 MILES NORTHWEST ALONG STATE HIGHWAY 135 FROM THE SUMMIT OF KEBLER
 JL0280'PASS, AT THE NORTHEAST END OF A SHARP CURVE, AT THE TOP OF A STEEP
 JL0280'BANK, NORTHWEST OF A CLUMP OF ASPEN TREES ON A SMALL KNOLL SOUTHEAST
 JL0280'OF THE HIGHWAY, 35 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, IN
 JL0280'THE TOP OF A 3.5- BY 7-FOOT BOULDER ABOUT 3.5 FEET HIGH, AND ABOUT 12
 JL0280'FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED F 268 1940.
 JL0280'NOTE-- 2.5 MILES NORTHWEST ALONG STATE HIGHWAY 135 FROM THE SUMMIT OF
 JL0280'THE NEW KEBLER PASS, 40 FEET NORTHWEST OF THE HIGHWAY, AND ABOUT 11
 JL0280'FEET HIGHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0190 ***********************************************************************
 JL0190  DESIGNATION -  F 269
 JL0190  PID         -  JL0190
 JL0190  STATE/COUNTY-  CO/SAGUACHE
 JL0190  USGS QUAD   -  COCHETOPA PARK (1967)
 JL0190
 JL0190                         *CURRENT SURVEY CONTROL
 JL0190  ___________________________________________________________________
 JL0190* NAD 83(1986)-  38 10 51.     (N)    106 42 07.     (W)     SCALED    
 JL0190* NAVD 88     -      2794.502  (meters)    9168.30   (feet)  ADJUSTED  
 JL0190  ___________________________________________________________________
 JL0190  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 JL0190  DYNAMIC HT  -        2790.598 (meters)    9155.49  (feet)  COMP
 JL0190  MODELED GRAV-     979,131.6   (mgal)                       NAVD 88
 JL0190
 JL0190  VERT ORDER  -  SECOND    CLASS 0
 JL0190
 JL0190.The horizontal coordinates were scaled from a topographic map and have
 JL0190.an estimated accuracy of +/- 6 seconds.
 JL0190
 JL0190.The orthometric height was determined by differential leveling
 JL0190.and adjusted by the National Geodetic Survey in June 1991..
 JL0190
 JL0190.The geoid height was determined by GEOID03.
 JL0190
 JL0190.The dynamic height is computed by dividing the NAVD 88
 JL0190.geopotential number by the normal gravity value computed on the
 JL0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0190.degrees latitude (g = 980.6199 gals.).
 JL0190
 JL0190.The modeled gravity was interpolated from observed gravity values.
 JL0190
 JL0190;                    North         East    Units  Estimated Accuracy
 JL0190;SPC CO S     -   473,530.      809,100.      MT  (+/- 180 meters Scaled)
 JL0190
 JL0190                          SUPERSEDED SURVEY CONTROL
 JL0190
 JL0190  NGVD 29 (??/??/92) 2792.692  (m)         9162.36   (f) ADJ UNCH    2 0
 JL0190
 JL0190.Superseded values are not recommended for survey control.
 JL0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0190.See file dsdata.txt to determine how the superseded data were derived.
 JL0190
 JL0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC509272(NAD 83)
 JL0190_MARKER: DB = BENCH MARK DISK
 JL0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0190_STAMPING: F 269 1940
 JL0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0190+STABILITY: SURFACE MOTION
 JL0190
 JL0190  HISTORY     - Date     Condition        Report By
 JL0190  HISTORY     - 1940     MONUMENTED       CGS
 JL0190  HISTORY     - 1962     GOOD             NGS
 JL0190
 JL0190                          STATION DESCRIPTION
 JL0190
 JL0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JL0190'4.0 MI W FROM PARLIN.
 JL0190'IN SAGUACHE COUNTY, ABOUT 4.0 MILES WEST ALONG U.S. HIGHWAY 50 FROM
 JL0190'PARLIN, GUNNISON COUNTY, THENCE ABOUT 23.2 MILES SOUTH AND 5.0 MILES
 JL0190'EAST ALONG STATE HIGHWAY 114, ABOUT 270 YARDS EAST OF A ROAD LEADING
 JL0190'TO THE ANGLE O RANCH, ABOUT 115 YARDS NORTHEAST OF THE NORTHEAST END
 JL0190'OF A CORRUGATED PIPE CULVERT, 72 FEET NORTH OF THE CENTER LINE OF THE
 JL0190'HIGHWAY, AND 2.3 FEET WEST OF A 4- BY 4-INCH WHITE REFERENCE POST
 JL0190'PROJECTING ABOUT 2.0 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED F
 JL0190'269 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.4
 JL0190'FOOT ABOVE GROUND.
 JL0190
 JL0190                          STATION RECOVERY (1962)
 JL0190
 JL0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JL0190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0479 ***********************************************************************
 KL0479  DESIGNATION -  F 269
 KL0479  PID         -  KL0479
 KL0479  STATE/COUNTY-  CO/EAGLE
 KL0479  USGS QUAD   -  COTTONWOOD PASS (1987)
 KL0479
 KL0479                         *CURRENT SURVEY CONTROL
 KL0479  ___________________________________________________________________
 KL0479* NAD 83(1986)-  39 37 28.     (N)    107 06 14.     (W)     SCALED    
 KL0479* NAVD 88     -      1871.555  (meters)    6140.26   (feet)  ADJUSTED  
 KL0479  ___________________________________________________________________
 KL0479  GEOID HEIGHT-         -13.73  (meters)                     GEOID03
 KL0479  DYNAMIC HT  -        1869.591 (meters)    6133.82  (feet)  COMP
 KL0479  MODELED GRAV-     979,511.6   (mgal)                       NAVD 88
 KL0479
 KL0479  VERT ORDER  -  SECOND    CLASS 0
 KL0479
 KL0479.The horizontal coordinates were scaled from a topographic map and have
 KL0479.an estimated accuracy of +/- 6 seconds.
 KL0479
 KL0479.The orthometric height was determined by differential leveling
 KL0479.and adjusted by the National Geodetic Survey in June 1991..
 KL0479
 KL0479.The geoid height was determined by GEOID03.
 KL0479
 KL0479.The dynamic height is computed by dividing the NAVD 88
 KL0479.geopotential number by the normal gravity value computed on the
 KL0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0479.degrees latitude (g = 980.6199 gals.).
 KL0479
 KL0479.The modeled gravity was interpolated from observed gravity values.
 KL0479
 KL0479;                    North         East    Units  Estimated Accuracy
 KL0479;SPC CO C     -   504,850.      776,700.      MT  (+/- 180 meters Scaled)
 KL0479
 KL0479                          SUPERSEDED SURVEY CONTROL
 KL0479
 KL0479  NGVD 29 (??/??/92) 1870.291  (m)         6136.11   (f) ADJ UNCH    2 0
 KL0479
 KL0479.Superseded values are not recommended for survey control.
 KL0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0479.See file dsdata.txt to determine how the superseded data were derived.
 KL0479
 KL0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD194881(NAD 83)
 KL0479_MARKER: DB = BENCH MARK DISK
 KL0479_SETTING: 66 = SET IN ROCK OUTCROP
 KL0479_SP_SET: ROCK LEDGE
 KL0479_STAMPING: F 269 1938
 KL0479_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0479+STABILITY: POSITION/ELEVATION WELL
 KL0479
 KL0479  HISTORY     - Date     Condition        Report By
 KL0479  HISTORY     - 1938     MONUMENTED       CGS
 KL0479  HISTORY     - 1974     MARK NOT FOUND   USGS
 KL0479
 KL0479                          STATION DESCRIPTION
 KL0479
 KL0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KL0479'9.0 MI W FROM GYPSUM.
 KL0479'9.0 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KL0479'THE STATION AT GYPSUM, EAGLE COUNTY, 3 MILES WEST OF THE STATION AT
 KL0479'DOTSERO, 40 FEET SOUTH OF MILEPOST 345, AT THE WEST END OF A SMALL
 KL0479'CUT, 20 FEET SOUTH OF THE CENTERLINE OF THE TRACK, IN A ROCK LEDGE,
 KL0479'AND 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED F 269
 KL0479'1938.
 KL0479
 KL0479                          STATION RECOVERY (1974)
 KL0479
 KL0479'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KL0479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0502 ***********************************************************************
 LM0502  DESIGNATION -  F 27
 LM0502  PID         -  LM0502
 LM0502  STATE/COUNTY-  CO/MOFFAT
 LM0502  USGS QUAD   -  FORTIFICATION (1969)
 LM0502
 LM0502                         *CURRENT SURVEY CONTROL
 LM0502  ___________________________________________________________________
 LM0502* NAD 83(1986)-  40 48 12.     (N)    107 32 43.     (W)     SCALED    
 LM0502* NAVD 88     -      2027.293  (meters)    6651.21   (feet)  ADJUSTED  
 LM0502  ___________________________________________________________________
 LM0502  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 LM0502  DYNAMIC HT  -        2025.373 (meters)    6644.91  (feet)  COMP
 LM0502  MODELED GRAV-     979,605.0   (mgal)                       NAVD 88
 LM0502
 LM0502  VERT ORDER  -  FIRST     CLASS II
 LM0502
 LM0502.The horizontal coordinates were scaled from a topographic map and have
 LM0502.an estimated accuracy of +/- 6 seconds.
 LM0502
 LM0502.The orthometric height was determined by differential leveling
 LM0502.and adjusted by the National Geodetic Survey in June 1991..
 LM0502
 LM0502.The geoid height was determined by GEOID03.
 LM0502
 LM0502.The dynamic height is computed by dividing the NAVD 88
 LM0502.geopotential number by the normal gravity value computed on the
 LM0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0502.degrees latitude (g = 980.6199 gals.).
 LM0502
 LM0502.The modeled gravity was interpolated from observed gravity values.
 LM0502
 LM0502;                    North         East    Units  Estimated Accuracy
 LM0502;SPC CO N     -   470,010.      741,830.      MT  (+/- 180 meters Scaled)
 LM0502
 LM0502                          SUPERSEDED SURVEY CONTROL
 LM0502
 LM0502  NGVD 29 (??/??/92) 2026.046  (m)         6647.12   (f) ADJ UNCH    1 2
 LM0502
 LM0502.Superseded values are not recommended for survey control.
 LM0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0502.See file dsdata.txt to determine how the superseded data were derived.
 LM0502
 LM0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF852200(NAD 83)
 LM0502_MARKER: DB = BENCH MARK DISK
 LM0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0502_STAMPING: F 27 1933
 LM0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0502+STABILITY: SURFACE MOTION
 LM0502
 LM0502  HISTORY     - Date     Condition        Report By
 LM0502  HISTORY     - 1933     MONUMENTED       CGS
 LM0502
 LM0502                          STATION DESCRIPTION
 LM0502
 LM0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LM0502'20.5 MI S FROM BAGGS, WY.
 LM0502'IN MOFFAT COUNTY, ABOUT 20.5 MILES SOUTH ALONG THE BAGGS-CRAIG ROAD
 LM0502'FROM THE POST OFFICE AT BAGGS, CARBON COUNTY, WYOMING, AT
 LM0502'FORTIFICATION, ABOUT MIDWAY BETWEEN THE SCHOOLHOUSE AND FORTIFICATION
 LM0502'CREEK, IN FRONT OF A TEXACO SERVICE STATION, 36 FEET NORTH OF A FARM
 LM0502'ROAD LEADING EAST, AND 34 FEET EAST OF THE CENTERLINE OF THE MAIN
 LM0502'ROAD, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0015 ***********************************************************************
 JJ0015  DESIGNATION -  F 270
 JJ0015  PID         -  JJ0015
 JJ0015  STATE/COUNTY-  CO/CHEYENNE
 JJ0015  USGS QUAD   -  CHEYENNE WELLS NE (1982)
 JJ0015
 JJ0015                         *CURRENT SURVEY CONTROL
 JJ0015  ___________________________________________________________________
 JJ0015* NAD 83(1986)-  38 59 11.     (N)    102 21 10.     (W)     SCALED    
 JJ0015* NAVD 88     -      1314.963  (meters)    4314.17   (feet)  ADJUSTED  
 JJ0015  ___________________________________________________________________
 JJ0015  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 JJ0015  DYNAMIC HT  -        1313.760 (meters)    4310.23  (feet)  COMP
 JJ0015  MODELED GRAV-     979,666.9   (mgal)                       NAVD 88
 JJ0015
 JJ0015  VERT ORDER  -  FIRST     CLASS II
 JJ0015
 JJ0015.The horizontal coordinates were scaled from a topographic map and have
 JJ0015.an estimated accuracy of +/- 6 seconds.
 JJ0015
 JJ0015.The orthometric height was determined by differential leveling
 JJ0015.and adjusted by the National Geodetic Survey in June 1991..
 JJ0015
 JJ0015.The geoid height was determined by GEOID03.
 JJ0015
 JJ0015.The dynamic height is computed by dividing the NAVD 88
 JJ0015.geopotential number by the normal gravity value computed on the
 JJ0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0015.degrees latitude (g = 980.6199 gals.).
 JJ0015
 JJ0015.The modeled gravity was interpolated from observed gravity values.
 JJ0015
 JJ0015;                    North         East    Units  Estimated Accuracy
 JJ0015;SPC CO C     -   437,520.    1,187,020.      MT  (+/- 180 meters Scaled)
 JJ0015
 JJ0015                          SUPERSEDED SURVEY CONTROL
 JJ0015
 JJ0015  NGVD 29 (??/??/92) 1314.430  (m)         4312.43   (f) ADJ UNCH    1 2
 JJ0015
 JJ0015.Superseded values are not recommended for survey control.
 JJ0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0015.See file dsdata.txt to determine how the superseded data were derived.
 JJ0015
 JJ0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD292186(NAD 83)
 JJ0015_MARKER: DB = BENCH MARK DISK
 JJ0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0015_STAMPING: F 270 1941
 JJ0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0015+STABILITY: SURFACE MOTION
 JJ0015
 JJ0015  HISTORY     - Date     Condition        Report By
 JJ0015  HISTORY     - 1941     MONUMENTED       CGS
 JJ0015
 JJ0015                          STATION DESCRIPTION
 JJ0015
 JJ0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0015'11.4 MI N FROM CHEYENNE WELLS.
 JJ0015'11.4 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE COUNTY COURTHOUSE
 JJ0015'AT CHEYENNE WELLS, 81 FEET SOUTHEAST OF THE CENTER OF THE
 JJ0015'INTERSECTION OF AN EAST-AND-WEST SECTION-LINE ROAD, 52 FEET EAST
 JJ0015'OF THE CENTERLINE OF THE HIGHWAY, 34 FEET SOUTH OF THE ROAD, 19
 JJ0015'FEET SOUTH OF A FENCE CORNER, 2.7 FEET EAST OF THE FENCE, 3 FEET
 JJ0015'EAST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT LOWER THAN THE
 JJ0015'HIGHWAY.  A STANDARD DISK, STAMPED F 270 1941 AND SET IN THE TOP
 JJ0015'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0519 ***********************************************************************
 JJ0519  DESIGNATION -  F 271
 JJ0519  PID         -  JJ0519
 JJ0519  STATE/COUNTY-  CO/CROWLEY
 JJ0519  USGS QUAD   -  SUGAR CITY (1976)
 JJ0519
 JJ0519                         *CURRENT SURVEY CONTROL
 JJ0519  ___________________________________________________________________
 JJ0519* NAD 83(1986)-  38 13 43.     (N)    103 44 54.     (W)     SCALED    
 JJ0519* NAVD 88     -      1320.119  (meters)    4331.09   (feet)  ADJUSTED  
 JJ0519  ___________________________________________________________________
 JJ0519  GEOID HEIGHT-         -21.52  (meters)                     GEOID03
 JJ0519  DYNAMIC HT  -        1318.794 (meters)    4326.74  (feet)  COMP
 JJ0519  MODELED GRAV-     979,579.4   (mgal)                       NAVD 88
 JJ0519
 JJ0519  VERT ORDER  -  SECOND    CLASS 0
 JJ0519
 JJ0519.The horizontal coordinates were scaled from a topographic map and have
 JJ0519.an estimated accuracy of +/- 6 seconds.
 JJ0519
 JJ0519.The orthometric height was determined by differential leveling
 JJ0519.and adjusted by the National Geodetic Survey in June 1991..
 JJ0519
 JJ0519.The geoid height was determined by GEOID03.
 JJ0519
 JJ0519.The dynamic height is computed by dividing the NAVD 88
 JJ0519.geopotential number by the normal gravity value computed on the
 JJ0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0519.degrees latitude (g = 980.6199 gals.).
 JJ0519
 JJ0519.The modeled gravity was interpolated from observed gravity values.
 JJ0519
 JJ0519;                    North         East    Units  Estimated Accuracy
 JJ0519;SPC CO S     -   479,590.    1,067,760.      MT  (+/- 180 meters Scaled)
 JJ0519
 JJ0519                          SUPERSEDED SURVEY CONTROL
 JJ0519
 JJ0519  NGVD 29 (??/??/92) 1319.432  (m)         4328.84   (f) ADJ UNCH    2 0
 JJ0519
 JJ0519.Superseded values are not recommended for survey control.
 JJ0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0519.See file dsdata.txt to determine how the superseded data were derived.
 JJ0519
 JJ0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC095319(NAD 83)
 JJ0519_MARKER: DB = BENCH MARK DISK
 JJ0519_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0519_SP_SET: IRRIGATION LOCK
 JJ0519_STAMPING: F 271 1941
 JJ0519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0519
 JJ0519  HISTORY     - Date     Condition        Report By
 JJ0519  HISTORY     - 1941     MONUMENTED       CGS
 JJ0519
 JJ0519                          STATION DESCRIPTION
 JJ0519
 JJ0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0519'1.3 MI N FROM ORDWAY.
 JJ0519'TO REACH FROM THE POST OFFICE AT ORDWAY-- GO 0.5 OF A MILE
 JJ0519'EAST ALONG HWY. 96 TO JCT. WITH HWY. 71, THENCE, TURN LEFT, GO 0.8 OF
 JJ0519'A MILE NORTH ALONG HWY. 71 TO SITE OF BENCH MARK.  BENCH MARK IS SET
 JJ0519'IN THE TOP OF AN IRRIGATION LOCK, 93.0 FEET WEST OF A WOODEN BRIDGE,
 JJ0519'39.0 FEET SOUTH OF THE SOUTH END OF AN 18.0 INCH GALVANIZED, IRON,
 JJ0519'PIPE CULVERT, 45.0 FEET SOUTH OF THE CENTERLINE OF A SIDE ROAD
 JJ0519'LEADING WEST, 69.0 FEET WEST OF AND APPROXIMATELY THE SAME
 JJ0519'ELEVATION AS THE CENTERLINE OF THE HWY.  A STD. DISK SET FLUSH AND
 JJ0519'HORIZONTALLY IN THE EAST WING OF AN IRRIGATION LOCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0593 ***********************************************************************
 JJ0593  DESIGNATION -  F 272
 JJ0593  PID         -  JJ0593
 JJ0593  STATE/COUNTY-  CO/LINCOLN
 JJ0593  USGS QUAD   -  PUNKIN CENTER (1977)
 JJ0593
 JJ0593                         *CURRENT SURVEY CONTROL
 JJ0593  ___________________________________________________________________
 JJ0593* NAD 83(1986)-  38 49 34.     (N)    103 42 00.     (W)     SCALED    
 JJ0593* NAVD 88     -      1638.153  (meters)    5374.51   (feet)  ADJUSTED  
 JJ0593  ___________________________________________________________________
 JJ0593  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 JJ0593  DYNAMIC HT  -        1636.508 (meters)    5369.11  (feet)  COMP
 JJ0593  MODELED GRAV-     979,565.7   (mgal)                       NAVD 88
 JJ0593
 JJ0593  VERT ORDER  -  SECOND    CLASS 0
 JJ0593
 JJ0593.The horizontal coordinates were scaled from a topographic map and have
 JJ0593.an estimated accuracy of +/- 6 seconds.
 JJ0593
 JJ0593.The orthometric height was determined by differential leveling
 JJ0593.and adjusted by the National Geodetic Survey in June 1991..
 JJ0593
 JJ0593.The geoid height was determined by GEOID03.
 JJ0593
 JJ0593.The dynamic height is computed by dividing the NAVD 88
 JJ0593.geopotential number by the normal gravity value computed on the
 JJ0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0593.degrees latitude (g = 980.6199 gals.).
 JJ0593
 JJ0593.The modeled gravity was interpolated from observed gravity values.
 JJ0593
 JJ0593;                    North         East    Units  Estimated Accuracy
 JJ0593;SPC CO C     -   416,550.    1,070,690.      MT  (+/- 180 meters Scaled)
 JJ0593
 JJ0593                          SUPERSEDED SURVEY CONTROL
 JJ0593
 JJ0593  NGVD 29 (??/??/92) 1637.354  (m)         5371.89   (f) ADJ UNCH    2 0
 JJ0593
 JJ0593.Superseded values are not recommended for survey control.
 JJ0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0593.See file dsdata.txt to determine how the superseded data were derived.
 JJ0593
 JJ0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC128982(NAD 83)
 JJ0593_MARKER: DB = BENCH MARK DISK
 JJ0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0593_STAMPING: F 272 1941
 JJ0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0593+STABILITY: SURFACE MOTION
 JJ0593
 JJ0593  HISTORY     - Date     Condition        Report By
 JJ0593  HISTORY     - 1941     MONUMENTED       CGS
 JJ0593
 JJ0593                          STATION DESCRIPTION
 JJ0593
 JJ0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0593'11.5 MI N FROM FORDER.
 JJ0593'TO REACH FROM THE SCHOOL HOUSE AT FORDER-- GO 11.5 MILES NORTH ALONG
 JJ0593'HWY. 71 TO SITE OF BENCH MARK.  BENCH MARK IS 0.2 OF A MILE SOUTH
 JJ0593'OF A FARM HOUSE ON THE WEST SIDE OF THE HWY., 0.2 OF A MILE NORTH
 JJ0593'OF A SIDE ROAD LEADING WEST, 5.0 FEET WEST OF A FENCE LINE, 40.0
 JJ0593'FEET EAST OF AND APPROXIMATELY 3.0 FEET BELOW THE CENTERLINE OF THE
 JJ0593'HWY.  A STD. DISK SET FLUSH AND HORIZONTALLY IN A CONCRETE POST,
 JJ0593'PROJECTING, 6.0 INCHES ABOVE THE GROUND, 3.0 FEET WEST OF A WHITE,
 JJ0593'WOODEN, 4X4-INCH MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0430 ***********************************************************************
 JJ0430  DESIGNATION -  F 274
 JJ0430  PID         -  JJ0430
 JJ0430  STATE/COUNTY-  CO/BENT
 JJ0430  USGS QUAD   -  KREYBILL (1979)
 JJ0430
 JJ0430                         *CURRENT SURVEY CONTROL
 JJ0430  ___________________________________________________________________
 JJ0430* NAD 83(1986)-  38 03 21.     (N)    103 00 54.     (W)     SCALED    
 JJ0430* NAVD 88     -      1185.592  (meters)    3889.73   (feet)  ADJUSTED  
 JJ0430  ___________________________________________________________________
 JJ0430  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 JJ0430  DYNAMIC HT  -        1184.443 (meters)    3885.96  (feet)  COMP
 JJ0430  MODELED GRAV-     979,619.2   (mgal)                       NAVD 88
 JJ0430
 JJ0430  VERT ORDER  -  FIRST     CLASS II
 JJ0430
 JJ0430.The horizontal coordinates were scaled from a topographic map and have
 JJ0430.an estimated accuracy of +/- 6 seconds.
 JJ0430
 JJ0430.The orthometric height was determined by differential leveling
 JJ0430.and adjusted by the National Geodetic Survey in June 1991..
 JJ0430
 JJ0430.The geoid height was determined by GEOID03.
 JJ0430
 JJ0430.The dynamic height is computed by dividing the NAVD 88
 JJ0430.geopotential number by the normal gravity value computed on the
 JJ0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0430.degrees latitude (g = 980.6199 gals.).
 JJ0430
 JJ0430.The modeled gravity was interpolated from observed gravity values.
 JJ0430
 JJ0430;                    North         East    Units  Estimated Accuracy
 JJ0430;SPC CO S     -   461,880.    1,132,460.      MT  (+/- 180 meters Scaled)
 JJ0430
 JJ0430                          SUPERSEDED SURVEY CONTROL
 JJ0430
 JJ0430  NGVD 29 (??/??/92) 1185.021  (m)         3887.86   (f) ADJ UNCH    1 2
 JJ0430
 JJ0430.Superseded values are not recommended for survey control.
 JJ0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0430.See file dsdata.txt to determine how the superseded data were derived.
 JJ0430
 JJ0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC741138(NAD 83)
 JJ0430_MARKER: DB = BENCH MARK DISK
 JJ0430_SETTING: 66 = SET IN ROCK OUTCROP
 JJ0430_SP_SET: SANDSTONE
 JJ0430_STAMPING: F 274 1941
 JJ0430_MARK LOGO: CGS   
 JJ0430_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JJ0430+STABILITY: POSITION/ELEVATION WELL
 JJ0430
 JJ0430  HISTORY     - Date     Condition        Report By
 JJ0430  HISTORY     - 1941     MONUMENTED       CGS
 JJ0430  HISTORY     - 1951     GOOD             NGS
 JJ0430  HISTORY     - 1985     GOOD             NGS
 JJ0430
 JJ0430                          STATION DESCRIPTION
 JJ0430
 JJ0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JJ0430'2.9 MI W FROM CADDOA.
 JJ0430'2.9 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JJ0430'FROM THE STATION AT CADDOA, IN THE CENTER OF A SMALL  CUT, 0.4 MILE
 JJ0430'WEST OF MILEPOST 524, 280 FEET WEST OF SIGNAL 5242, 69.5 FEET SOUTH
 JJ0430'OF THE CENTERLINE OF THE TRACK, ABOUT 6 FEET HIGHER THAN THE TRACK,
 JJ0430'AND IN THE NORTH END OF A SANDSTONE OUTCROP. A STANDARD DISK,
 JJ0430'STAMPED F 274 1941.
 JJ0430
 JJ0430                          STATION RECOVERY (1985)
 JJ0430
 JJ0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0430'RECOVERED IN GOOD CONDITION.  A NEW ROUTE TO THE MARK FOLLOWS.
 JJ0430'19.4 KM (12.05 MI) EASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 JJ0430'COURTHOUSE IN LAS ANIMAS.  DELETE--280 FEET WEST OF SIGNAL 5242.
 JJ0430'ADD--0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0179 ***********************************************************************
 JJ0179  DESIGNATION -  F 276
 JJ0179  PID         -  JJ0179
 JJ0179  STATE/COUNTY-  CO/BENT
 JJ0179  USGS QUAD   -  HASTY (1979)
 JJ0179
 JJ0179                         *CURRENT SURVEY CONTROL
 JJ0179  ___________________________________________________________________
 JJ0179* NAD 83(1986)-  38 03 39.     (N)    102 55 51.     (W)     SCALED    
 JJ0179* NAVD 88     -      1162.719  (meters)    3814.69   (feet)  ADJUSTED  
 JJ0179  ___________________________________________________________________
 JJ0179  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 JJ0179  DYNAMIC HT  -        1161.597 (meters)    3811.01  (feet)  COMP
 JJ0179  MODELED GRAV-     979,624.0   (mgal)                       NAVD 88
 JJ0179
 JJ0179  VERT ORDER  -  FIRST     CLASS II
 JJ0179
 JJ0179.The horizontal coordinates were scaled from a topographic map and have
 JJ0179.an estimated accuracy of +/- 6 seconds.
 JJ0179
 JJ0179.The orthometric height was determined by differential leveling
 JJ0179.and adjusted by the National Geodetic Survey in June 1991..
 JJ0179
 JJ0179.The geoid height was determined by GEOID03.
 JJ0179
 JJ0179.The dynamic height is computed by dividing the NAVD 88
 JJ0179.geopotential number by the normal gravity value computed on the
 JJ0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0179.degrees latitude (g = 980.6199 gals.).
 JJ0179
 JJ0179.The modeled gravity was interpolated from observed gravity values.
 JJ0179
 JJ0179;                    North         East    Units  Estimated Accuracy
 JJ0179;SPC CO S     -   462,630.    1,139,830.      MT  (+/- 180 meters Scaled)
 JJ0179
 JJ0179                          SUPERSEDED SURVEY CONTROL
 JJ0179
 JJ0179  NGVD 29 (??/??/92) 1162.146  (m)         3812.81   (f) ADJ UNCH    1 2
 JJ0179
 JJ0179.Superseded values are not recommended for survey control.
 JJ0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0179.See file dsdata.txt to determine how the superseded data were derived.
 JJ0179
 JJ0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC815145(NAD 83)
 JJ0179_MARKER: DB = BENCH MARK DISK
 JJ0179_SETTING: 0 = UNSPECIFIED SETTING
 JJ0179_SP_SET: CONCRETE FILLED PIPE
 JJ0179_STAMPING: F 276 1941
 JJ0179_MARK LOGO: CGS   
 JJ0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0179+STABILITY: SURFACE MOTION
 JJ0179
 JJ0179  HISTORY     - Date     Condition        Report By
 JJ0179  HISTORY     - 1941     MONUMENTED       CGS
 JJ0179  HISTORY     - 1985     GOOD             NGS
 JJ0179
 JJ0179                          STATION DESCRIPTION
 JJ0179
 JJ0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0179'2.1 MI E FROM CADDOA.
 JJ0179'2.1 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JJ0179'FROM THE STATION AT CADDOA, 0.7 MILE NORTHEAST OF THE WEST END OF
 JJ0179'THE SPUR TRACK TO THE JOHN MARTIN DAM, 125 FEET WEST OF THE CENTERLINE
 JJ0179'OF THE TRACK, 2.5 FEET SOUTH OF AN IRON POST PROJECTING 4 FEET ABOVE
 JJ0179'GROUND, AND ABOUT LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED
 JJ0179'F 276 1941 AND SET IN A CONCRETE-FILLED IRON PIPE.
 JJ0179
 JJ0179                          STATION RECOVERY (1985)
 JJ0179
 JJ0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0179'RECOVERED IN GOOD CONDITION.  A NEW ROUTE TO THE MARK FOLLOWS.
 JJ0179'27.4 KM (17.0 MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 JJ0179'STATION IN LAMAR, THENCE 1.0 KM (0.6 MI) NORTH ACROSS COUNTRY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0331 ***********************************************************************
 KL0331  DESIGNATION -  F 277
 KL0331  PID         -  KL0331
 KL0331  STATE/COUNTY-  CO/PITKIN
 KL0331  USGS QUAD   -  NAST (1994)
 KL0331
 KL0331                         *CURRENT SURVEY CONTROL
 KL0331  ___________________________________________________________________
 KL0331* NAD 83(1986)-  39 19 14.     (N)    106 36 39.     (W)     SCALED    
 KL0331* NAVD 88     -      2942.732  (meters)    9654.61   (feet)  ADJUSTED  
 KL0331  ___________________________________________________________________
 KL0331  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 KL0331  DYNAMIC HT  -        2938.587 (meters)    9641.01  (feet)  COMP
 KL0331  MODELED GRAV-     979,113.7   (mgal)                       NAVD 88
 KL0331
 KL0331  VERT ORDER  -  SECOND    CLASS 0
 KL0331
 KL0331.The horizontal coordinates were scaled from a topographic map and have
 KL0331.an estimated accuracy of +/- 6 seconds.
 KL0331
 KL0331.The orthometric height was determined by differential leveling
 KL0331.and adjusted by the National Geodetic Survey in June 1991..
 KL0331
 KL0331.The geoid height was determined by GEOID03.
 KL0331
 KL0331.The dynamic height is computed by dividing the NAVD 88
 KL0331.geopotential number by the normal gravity value computed on the
 KL0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0331.degrees latitude (g = 980.6199 gals.).
 KL0331
 KL0331.The modeled gravity was interpolated from observed gravity values.
 KL0331
 KL0331;                    North         East    Units  Estimated Accuracy
 KL0331;SPC CO C     -   470,480.      818,620.      MT  (+/- 180 meters Scaled)
 KL0331
 KL0331                          SUPERSEDED SURVEY CONTROL
 KL0331
 KL0331  NGVD 29 (??/??/92) 2940.676  (m)         9647.87   (f) ADJ UNCH    2 0
 KL0331
 KL0331.Superseded values are not recommended for survey control.
 KL0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0331.See file dsdata.txt to determine how the superseded data were derived.
 KL0331
 KL0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD611535(NAD 83)
 KL0331_MARKER: DB = BENCH MARK DISK
 KL0331_SETTING: 80 = SET IN A BOULDER
 KL0331_SP_SET: BOULDER
 KL0331_STAMPING: F 277 1951
 KL0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0331+STABILITY: SURFACE MOTION
 KL0331
 KL0331  HISTORY     - Date     Condition        Report By
 KL0331  HISTORY     - 1951     MONUMENTED       CGS
 KL0331  HISTORY     - 1959     GOOD             DOD
 KL0331
 KL0331                          STATION DESCRIPTION
 KL0331
 KL0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0331'11.2 MI SE FROM THOMASVILLE.
 KL0331'11.2 MILES SOUTHEAST ALONG STATE HIGHWAY 104 FROM ITS JUNCTION WITH
 KL0331'STATE HIGHWAY 307 AT THOMASVILLE, 75 FEET NORTH OF THE CENTER LINE OF
 KL0331'THE HIGHWAY, 27 FEET NORTHWEST OF THE CENTER LINE OF A TRACK ROAD
 KL0331'LEADING NORTHEAST, 0.3 MILE NORTH OF AN ABANDONED BRICK YARD, IN A
 KL0331'LARGE CLEARING, 65 FEET SOUTHEAST OF THE TIMBER LINE, SET IN THE TOP
 KL0331'OF THE CENTER OF AN 8X8 FOOT GRANITE BOULDER, 3 FEET ABOVE THE GROUND.
 KL0331
 KL0331                          STATION RECOVERY (1959)
 KL0331
 KL0331'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0360 ***********************************************************************
 KL0360  DESIGNATION -  F 278
 KL0360  PID         -  KL0360
 KL0360  STATE/COUNTY-  CO/EAGLE
 KL0360  USGS QUAD   -  TONER RESERVOIR (1987)
 KL0360
 KL0360                         *CURRENT SURVEY CONTROL
 KL0360  ___________________________________________________________________
 KL0360* NAD 83(1986)-  39 22 34.     (N)    106 52 42.     (W)     SCALED    
 KL0360* NAVD 88     -      2204.122  (meters)    7231.36   (feet)  ADJUSTED  
 KL0360  ___________________________________________________________________
 KL0360  GEOID HEIGHT-         -13.60  (meters)                     GEOID03
 KL0360  DYNAMIC HT  -        2201.469 (meters)    7222.65  (feet)  COMP
 KL0360  MODELED GRAV-     979,346.2   (mgal)                       NAVD 88
 KL0360
 KL0360  VERT ORDER  -  SECOND    CLASS 0
 KL0360
 KL0360.The horizontal coordinates were scaled from a topographic map and have
 KL0360.an estimated accuracy of +/- 6 seconds.
 KL0360
 KL0360.The orthometric height was determined by differential leveling
 KL0360.and adjusted by the National Geodetic Survey in June 1991..
 KL0360
 KL0360.The geoid height was determined by GEOID03.
 KL0360
 KL0360.The dynamic height is computed by dividing the NAVD 88
 KL0360.geopotential number by the normal gravity value computed on the
 KL0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0360.degrees latitude (g = 980.6199 gals.).
 KL0360
 KL0360.The modeled gravity was interpolated from observed gravity values.
 KL0360
 KL0360;                    North         East    Units  Estimated Accuracy
 KL0360;SPC CO C     -   476,960.      795,650.      MT  (+/- 180 meters Scaled)
 KL0360
 KL0360                          SUPERSEDED SURVEY CONTROL
 KL0360
 KL0360  NGVD 29 (??/??/92) 2202.527  (m)         7226.12   (f) ADJ UNCH    2 0
 KL0360
 KL0360.Superseded values are not recommended for survey control.
 KL0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0360.See file dsdata.txt to determine how the superseded data were derived.
 KL0360
 KL0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD382601(NAD 83)
 KL0360_MARKER: DB = BENCH MARK DISK
 KL0360_SETTING: 66 = SET IN ROCK OUTCROP
 KL0360_SP_SET: ROCK LEDGE
 KL0360_STAMPING: F 278 1951
 KL0360_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0360+STABILITY: POSITION/ELEVATION WELL
 KL0360
 KL0360  HISTORY     - Date     Condition        Report By
 KL0360  HISTORY     - 1951     MONUMENTED       CGS
 KL0360
 KL0360                          STATION DESCRIPTION
 KL0360
 KL0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0360'10.4 MI NW FROM THOMASVILLE.
 KL0360'10.4 MILES NORTHWEST ALONG STATE HIGHWAY 104 FROM ITS JUNCTION WITH
 KL0360'STATE HIGHWAY 307 AT THOMASVILLE, 14 FEET NORTH OF THE CENTER LINE OF
 KL0360'THE HIGHWAY, 33 FEET NORTH OF AN IRRIGATION PIPE, 3 FEET ABOVE THE
 KL0360'LEVEL OF THE HIGHWAY, SET VERTICALLY IN A ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0382 ***********************************************************************
 KL0382  DESIGNATION -  F 279
 KL0382  PID         -  KL0382
 KL0382  STATE/COUNTY-  CO/EAGLE
 KL0382  USGS QUAD   -  CROOKED CREEK PASS (1987)
 KL0382
 KL0382                         *CURRENT SURVEY CONTROL
 KL0382  ___________________________________________________________________
 KL0382* NAD 83(1986)-  39 26 23.     (N)    106 40 18.     (W)     SCALED    
 KL0382* NAVD 88     -      2970.653  (meters)    9746.22   (feet)  ADJUSTED  
 KL0382  ___________________________________________________________________
 KL0382  GEOID HEIGHT-         -12.81  (meters)                     GEOID03
 KL0382  DYNAMIC HT  -        2966.628 (meters)    9733.01  (feet)  COMP
 KL0382  MODELED GRAV-     979,165.5   (mgal)                       NAVD 88
 KL0382
 KL0382  VERT ORDER  -  SECOND    CLASS 0
 KL0382
 KL0382.The horizontal coordinates were scaled from a topographic map and have
 KL0382.an estimated accuracy of +/- 6 seconds.
 KL0382
 KL0382.The orthometric height was determined by differential leveling
 KL0382.and adjusted by the National Geodetic Survey in June 1991..
 KL0382
 KL0382.The geoid height was determined by GEOID03.
 KL0382
 KL0382.The dynamic height is computed by dividing the NAVD 88
 KL0382.geopotential number by the normal gravity value computed on the
 KL0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0382.degrees latitude (g = 980.6199 gals.).
 KL0382
 KL0382.The modeled gravity was interpolated from observed gravity values.
 KL0382
 KL0382;                    North         East    Units  Estimated Accuracy
 KL0382;SPC CO C     -   483,770.      813,540.      MT  (+/- 180 meters Scaled)
 KL0382
 KL0382                          SUPERSEDED SURVEY CONTROL
 KL0382
 KL0382  NGVD 29 (??/??/92) 2968.750  (m)         9739.97   (f) ADJ UNCH    2 0
 KL0382
 KL0382.Superseded values are not recommended for survey control.
 KL0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0382.See file dsdata.txt to determine how the superseded data were derived.
 KL0382
 KL0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD561669(NAD 83)
 KL0382_MARKER: DB = BENCH MARK DISK
 KL0382_SETTING: 80 = SET IN A BOULDER
 KL0382_SP_SET: BOULDER
 KL0382_STAMPING: F 279 1951
 KL0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0382+STABILITY: SURFACE MOTION
 KL0382
 KL0382  HISTORY     - Date     Condition        Report By
 KL0382  HISTORY     - 1951     MONUMENTED       CGS
 KL0382  HISTORY     - 1959     GOOD             DOD
 KL0382
 KL0382                          STATION DESCRIPTION
 KL0382
 KL0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0382'9.8 MI N FROM THOMASVILLE.
 KL0382'9.8 MILES NORTH ALONG STATE HIGHWAY 307 FROM ITS JUNCTION WITH STATE
 KL0382'HIGHWAY 104 AT THOMASVILLE, 100 FEET EAST OF A CREEK, 31 FEET SOUTH OF
 KL0382'A 20 INCH PINE TREE, 25 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 5
 KL0382'FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF A
 KL0382'4X4 FOOT GRANITE BOULDER WHICH IS FLUSH WITH THE GROUND.
 KL0382
 KL0382                          STATION RECOVERY (1959)
 KL0382
 KL0382'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0382'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0364 ***********************************************************************
 LM0364  DESIGNATION -  F 28
 LM0364  PID         -  LM0364
 LM0364  STATE/COUNTY-  CO/ROUTT
 LM0364  USGS QUAD   -  MILNER (1973)
 LM0364
 LM0364                         *CURRENT SURVEY CONTROL
 LM0364  ___________________________________________________________________
 LM0364* NAD 83(1992)-  40 29 03.60031(N)    107 02 07.54541(W)     ADJUSTED  
 LM0364* NAVD 88     -      1975.380  (meters)    6480.89   (feet)  ADJUSTED  
 LM0364  ___________________________________________________________________
 LM0364  X           -  -1,423,641.091 (meters)                     COMP
 LM0364  Y           -  -4,646,242.582 (meters)                     COMP
 LM0364  Z           -   4,120,310.829 (meters)                     COMP
 LM0364  LAPLACE CORR-           5.27  (seconds)                    DEFLEC99
 LM0364  ELLIP HEIGHT-        1962.23  (meters)          (10/21/02) GPS OBS
 LM0364  GEOID HEIGHT-         -13.20  (meters)                     GEOID03
 LM0364  DYNAMIC HT  -        1973.468 (meters)    6474.62  (feet)  COMP
 LM0364  MODELED GRAV-     979,587.0   (mgal)                       NAVD 88
 LM0364
 LM0364  HORZ ORDER  -  FIRST
 LM0364  VERT ORDER  -  FIRST     CLASS II
 LM0364  ELLP ORDER  -  FIFTH     CLASS I
 LM0364
 LM0364.The horizontal coordinates were established by GPS observations
 LM0364.and adjusted by the National Geodetic Survey in April 1997..
 LM0364
 LM0364.The orthometric height was determined by differential leveling
 LM0364.and adjusted by the National Geodetic Survey in June 1991..
 LM0364
 LM0364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LM0364
 LM0364.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0364
 LM0364.The ellipsoidal height was determined by GPS observations
 LM0364.and is referenced to NAD 83.
 LM0364
 LM0364.The geoid height was determined by GEOID03.
 LM0364
 LM0364.The dynamic height is computed by dividing the NAVD 88
 LM0364.geopotential number by the normal gravity value computed on the
 LM0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0364.degrees latitude (g = 980.6199 gals.).
 LM0364
 LM0364.The modeled gravity was interpolated from observed gravity values.
 LM0364
 LM0364;                    North         East     Units Scale Factor Converg.
 LM0364;SPC CO N     -   433,725.379   784,227.694   MT  0.99996514   -0 59 31.5
 LM0364;SPC CO N     - 1,422,980.68  2,572,920.36   sFT  0.99996514   -0 59 31.5
 LM0364;UTM  13      - 4,483,505.670   327,484.341   MT  0.99996635   -1 19 18.5
 LM0364
 LM0364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0364!SPC CO N     -   0.99969228  x   0.99996514  =   0.99965743
 LM0364!UTM  13      -   0.99969228  x   0.99996635  =   0.99965864
 LM0364
 LM0364                          SUPERSEDED SURVEY CONTROL
 LM0364
 LM0364  ELLIP H (04/07/97) 1962.23   (m)                       GP(       ) 2 1
 LM0364  NAVD 88 (04/07/97) 1975.38   (m)         6480.9    (f) LEVELING    3  
 LM0364  NGVD 29 (??/??/92) 1974.150  (m)         6476.86   (f) ADJ UNCH    1 2
 LM0364
 LM0364.Superseded values are not recommended for survey control.
 LM0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0364.See file dsdata.txt to determine how the superseded data were derived.
 LM0364
 LM0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE2748483506(NAD 83)
 LM0364_MARKER: DB = BENCH MARK DISK
 LM0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0364_STAMPING: F 28 1933
 LM0364_MARK LOGO: CGS   
 LM0364_MAGNETIC: N = NO MAGNETIC MATERIAL
 LM0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0364+STABILITY: SURFACE MOTION
 LM0364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LM0364+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1999
 LM0364
 LM0364  HISTORY     - Date     Condition        Report By
 LM0364  HISTORY     - 1933     MONUMENTED       CGS
 LM0364  HISTORY     - 1971     GOOD             USGS
 LM0364  HISTORY     - 19930604 GOOD             CODOT
 LM0364  HISTORY     - 19990518 GOOD             MSAM
 LM0364
 LM0364                          STATION DESCRIPTION
 LM0364
 LM0364'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 LM0364'10.9 MI W FROM STEAMBOAT SPRINGS.
 LM0364'10.9 MI. WEST ALONG D. AND S.L. RR FROM STEAMBOAT SPRINGS FROM THE
 LM0364'JUNCTION OF U.S. HIGHWAY 40 AND COLO. 179 IN MILNER GO WEST ON U.S. 40
 LM0364'FROM 0.7 MI. TO T-ROAD LEADING SOUTH, THENCE SOUTH 400 FT. TO BM ON
 LM0364'RIGHT IN CORNER OF ROW FENCE, 50 FT. NORTH AND 26 FT. WEST OF
 LM0364'CENTERLINE OF ROAD AT CENTERLINE OF NORTH (MAIN) RAILROAD TRACKS.  A
 LM0364'STANDARD TABLET SET IN A CONCRETE POST PROJECTING ABOUT 0.4 FT.
 LM0364
 LM0364                          STATION RECOVERY (1993)
 LM0364
 LM0364'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1993 (LMJ)
 LM0364'THE STATION WAS RECOVERED IN GOOD CONDITION AND WAS USED IN A GPS
 LM0364'PROJECT.  THE STATION IS ABOUT O.75 MI WEST OF MILNER ON RAILROAD
 LM0364'RIGHT-OF-WAY.  TO REACH THE STATION FROM THE GENERAL STORE IN MILNER
 LM0364'ON U.S.  40, GO WEST 0.75 MI (1.21 KM) TO INTERSECTION OF U.S.  40 AND
 LM0364'LANDFILL ROAD.  TURN SOUTH, ON LANDFILL ROAD FOR 478 FT (145.7 M) TO
 LM0364'THE STATION ON THE RIGHT.  STATION MARK IS A STANDARD BENCH MARK DISK,
 LM0364'STAMPED F 28, SET IN THE TOP OF A 11 INCH SQUARE CONCRETE POST
 LM0364'PROJECTING 4 INCHES ABOVE NATURAL GROUND.  IT IS 32.5 FT (9.9 M)
 LM0364'NORTH-NORTHWEST OF A RAILROAD CROSSING SIGN, 25 FT (7.6 M) WEST OF THE
 LM0364'CENTERLINE OF LANDFILL ROAD AND 5 FT (1.5 M) SOUTHWEST OF A BARB WIRE
 LM0364'FENCE CORNER.
 LM0364
 LM0364                          STATION RECOVERY (1999)
 LM0364
 LM0364'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 LM0364'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0430 ***********************************************************************
 KL0430  DESIGNATION -  F 280
 KL0430  PID         -  KL0430
 KL0430  STATE/COUNTY-  CO/EAGLE
 KL0430  USGS QUAD   -  EAGLE (1987)
 KL0430
 KL0430                         *CURRENT SURVEY CONTROL
 KL0430  ___________________________________________________________________
 KL0430* NAD 83(1992)-  39 38 47.06273(N)    106 50 29.20544(W)     ADJUSTED  
 KL0430* NAVD 88     -      1991.917  (meters)    6535.15   (feet)  ADJUSTED  
 KL0430  ___________________________________________________________________
 KL0430  X           -  -1,425,261.695 (meters)                     COMP
 KL0430  Y           -  -4,708,382.623 (meters)                     COMP
 KL0430  Z           -   4,049,095.276 (meters)                     COMP
 KL0430  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 KL0430  ELLIP HEIGHT-        1978.29  (meters)          (12/03/02) GPS OBS
 KL0430  GEOID HEIGHT-         -13.68  (meters)                     GEOID03
 KL0430  DYNAMIC HT  -        1989.758 (meters)    6528.06  (feet)  COMP
 KL0430  MODELED GRAV-     979,472.5   (mgal)                       NAVD 88
 KL0430
 KL0430  HORZ ORDER  -  FIRST
 KL0430  VERT ORDER  -  SECOND    CLASS 0
 KL0430  ELLP ORDER  -  FOURTH    CLASS II
 KL0430
 KL0430.The horizontal coordinates were established by GPS observations
 KL0430.and adjusted by the National Geodetic Survey in March 1999..
 KL0430
 KL0430.The orthometric height was determined by differential leveling
 KL0430.and adjusted by the National Geodetic Survey in June 1991..
 KL0430
 KL0430.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KL0430
 KL0430.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0430
 KL0430.The ellipsoidal height was determined by GPS observations
 KL0430.and is referenced to NAD 83.
 KL0430
 KL0430.The geoid height was determined by GEOID03.
 KL0430
 KL0430.The dynamic height is computed by dividing the NAVD 88
 KL0430.geopotential number by the normal gravity value computed on the
 KL0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0430.degrees latitude (g = 980.6199 gals.).
 KL0430
 KL0430.The modeled gravity was interpolated from observed gravity values.
 KL0430
 KL0430;                    North         East     Units Scale Factor Converg.
 KL0430;SPC CO C     -   506,920.275   799,268.279   MT  0.99998115   -0 50 45.7
 KL0430;SPC CO C     - 1,663,120.94  2,622,266.01   sFT  0.99998115   -0 50 45.7
 KL0430;UTM  13      - 4,390,133.272   342,001.862   MT  0.99990735   -1 10 30.6
 KL0430
 KL0430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0430!SPC CO C     -   0.99968973  x   0.99998115  =   0.99967089
 KL0430!UTM  13      -   0.99968973  x   0.99990735  =   0.99959711
 KL0430
 KL0430                          SUPERSEDED SURVEY CONTROL
 KL0430
 KL0430  ELLIP H (03/05/99) 1978.28   (m)                       GP(       ) 4 2
 KL0430  NGVD 29 (??/??/92) 1990.588  (m)         6530.79   (f) ADJ UNCH    2 0
 KL0430
 KL0430.Superseded values are not recommended for survey control.
 KL0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0430.See file dsdata.txt to determine how the superseded data were derived.
 KL0430
 KL0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD4200290133(NAD 83)
 KL0430_MARKER: DB = BENCH MARK DISK
 KL0430_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KL0430_SP_SET: BRIDGE ABUTMENT
 KL0430_STAMPING: F 280 1951
 KL0430_MARK LOGO: CGS   
 KL0430_PROJECTION: FLUSH
 KL0430_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KL0430+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1998
 KL0430
 KL0430  HISTORY     - Date     Condition        Report By
 KL0430  HISTORY     - 1951     MONUMENTED       CGS
 KL0430  HISTORY     - 1979     GOOD             NGS
 KL0430  HISTORY     - 19980923 GOOD             MSI
 KL0430
 KL0430                          STATION DESCRIPTION
 KL0430
 KL0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0430'1.1 MI SW FROM EAGLE.
 KL0430'0.1 MILE NORTH ALONG STATE HIGHWAY 307 FROM THE POST OFFICE AT EAGLE,
 KL0430'THENCE 1.0 MILE SOUTHWEST ALONG U.S. HIGHWAY 24, 18 FEET NORTHWEST OF
 KL0430'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF
 KL0430'THE SOUTHWEST ABUTMENT OF A LARGE CONCRETE BRIDGE OVER HOCKETT GULCH.
 KL0430
 KL0430                          STATION RECOVERY (1979)
 KL0430
 KL0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KL0430'RECOVERED IN GOOD CONDITION.
 KL0430
 KL0430                          STATION RECOVERY (1998)
 KL0430
 KL0430'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1998 (PD)
 KL0430'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0104 ***********************************************************************
 KL0104  DESIGNATION -  F 281
 KL0104  PID         -  KL0104
 KL0104  STATE/COUNTY-  CO/SUMMIT
 KL0104  USGS QUAD   -  VAIL PASS (1987)
 KL0104
 KL0104                         *CURRENT SURVEY CONTROL
 KL0104  ___________________________________________________________________
 KL0104* NAD 83(1986)-  39 31 14.     (N)    106 12 44.     (W)     SCALED    
 KL0104* NAVD 88     -      3187.477  (meters)   10457.58   (feet)  ADJUSTED  
 KL0104  ___________________________________________________________________
 KL0104  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 KL0104  DYNAMIC HT  -        3183.284 (meters)   10443.82  (feet)  COMP
 KL0104  MODELED GRAV-     979,194.6   (mgal)                       NAVD 88
 KL0104
 KL0104  VERT ORDER  -  SECOND    CLASS 0
 KL0104
 KL0104.The horizontal coordinates were scaled from a topographic map and have
 KL0104.an estimated accuracy of +/- 6 seconds.
 KL0104
 KL0104.The orthometric height was determined by differential leveling
 KL0104.and adjusted by the National Geodetic Survey in June 1991..
 KL0104
 KL0104.The geoid height was determined by GEOID03.
 KL0104
 KL0104.The dynamic height is computed by dividing the NAVD 88
 KL0104.geopotential number by the normal gravity value computed on the
 KL0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0104.degrees latitude (g = 980.6199 gals.).
 KL0104
 KL0104.The modeled gravity was interpolated from observed gravity values.
 KL0104
 KL0104;                    North         East    Units  Estimated Accuracy
 KL0104;SPC CO C     -   492,340.      853,160.      MT  (+/- 180 meters Scaled)
 KL0104
 KL0104                          SUPERSEDED SURVEY CONTROL
 KL0104
 KL0104  NGVD 29 (??/??/92) 3185.664  (m)        10451.63   (f) ADJ UNCH    2 0
 KL0104
 KL0104.Superseded values are not recommended for survey control.
 KL0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0104.See file dsdata.txt to determine how the superseded data were derived.
 KL0104
 KL0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD958752(NAD 83)
 KL0104_MARKER: DB = BENCH MARK DISK
 KL0104_SETTING: 80 = SET IN A BOULDER
 KL0104_SP_SET: BOULDER
 KL0104_STAMPING: F 281 1951
 KL0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0104+STABILITY: SURFACE MOTION
 KL0104
 KL0104  HISTORY     - Date     Condition        Report By
 KL0104  HISTORY     - 1951     MONUMENTED       CGS
 KL0104  HISTORY     - 1954     GOOD             NGS
 KL0104
 KL0104                          STATION DESCRIPTION
 KL0104
 KL0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0104'12.3 MI NW FROM KOKOMO.
 KL0104'8.0 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ITS JUNCTION WITH
 KL0104'COUNTY ROAD 304 AT KOKOMO, THENCE 4.3 MILES WEST ALONG U.S. HIGHWAY 6,
 KL0104'0.4 MILE EAST OF A JUNCTION WITH STATE HIGHWAY 293, 33 FEET NORTHEAST
 KL0104'OF THE CENTER LINE OF THE HIGHWAY, 21 FEET NORTH OF THE NORTHWEST
 KL0104'CORNER OF THE HEADWALL OF A 24 INCH PIPE CULVERT, IN A SMALL CLEARING,
 KL0104'SET IN THE TOP OF A LARGE GRANITE BOULDER, FLUSH WITH THE GROUND.
 KL0104
 KL0104                          STATION RECOVERY (1954)
 KL0104
 KL0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 KL0104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0388 ***********************************************************************
 KL0388  DESIGNATION -  F 282
 KL0388  PID         -  KL0388
 KL0388  STATE/COUNTY-  CO/PITKIN
 KL0388  USGS QUAD   -  NAST (1994)
 KL0388
 KL0388                         *CURRENT SURVEY CONTROL
 KL0388  ___________________________________________________________________
 KL0388* NAD 83(1986)-  39 16 00.     (N)    106 33 37.     (W)     SCALED    
 KL0388* NAVD 88     -      2895.064  (meters)    9498.22   (feet)  ADJUSTED  
 KL0388  ___________________________________________________________________
 KL0388  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 KL0388  DYNAMIC HT  -        2890.838 (meters)    9484.36  (feet)  COMP
 KL0388  MODELED GRAV-     979,065.9   (mgal)                       NAVD 88
 KL0388
 KL0388  VERT ORDER  -  SECOND    CLASS 0
 KL0388
 KL0388.The horizontal coordinates were scaled from a topographic map and have
 KL0388.an estimated accuracy of +/- 6 seconds.
 KL0388
 KL0388.The orthometric height was determined by differential leveling
 KL0388.and adjusted by the National Geodetic Survey in June 1991..
 KL0388
 KL0388.The geoid height was determined by GEOID03.
 KL0388
 KL0388.The dynamic height is computed by dividing the NAVD 88
 KL0388.geopotential number by the normal gravity value computed on the
 KL0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0388.degrees latitude (g = 980.6199 gals.).
 KL0388
 KL0388.The modeled gravity was interpolated from observed gravity values.
 KL0388
 KL0388;                    North         East    Units  Estimated Accuracy
 KL0388;SPC CO C     -   464,450.      822,910.      MT  (+/- 180 meters Scaled)
 KL0388
 KL0388                          SUPERSEDED SURVEY CONTROL
 KL0388
 KL0388  NGVD 29 (??/??/92) 2892.858  (m)         9490.99   (f) ADJ UNCH    2 0
 KL0388
 KL0388.Superseded values are not recommended for survey control.
 KL0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0388.See file dsdata.txt to determine how the superseded data were derived.
 KL0388
 KL0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD653475(NAD 83)
 KL0388_MARKER: DB = BENCH MARK DISK
 KL0388_SETTING: 80 = SET IN A BOULDER
 KL0388_SP_SET: BOULDER
 KL0388_STAMPING: F 282 1951
 KL0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0388+STABILITY: SURFACE MOTION
 KL0388
 KL0388  HISTORY     - Date     Condition        Report By
 KL0388  HISTORY     - 1951     MONUMENTED       CGS
 KL0388  HISTORY     - 1959     MARK NOT FOUND   DOD
 KL0388
 KL0388                          STATION DESCRIPTION
 KL0388
 KL0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0388'11.55 MI SE FROM THOMASVILLE.
 KL0388'7.5 MILES SOUTHEAST ALONG STATE HIGHWAY 104 FROM ITS JUNCTION WITH
 KL0388'STATE HIGHWAY 307 AT THOMASVILLE, THENCE 0.6 MILE SOUTH ALONG A ROAD
 KL0388'LEADING TO THE IVANHOE RESORT, THENCE 0.1 MILE SOUTHEAST ALONG A DIRT
 KL0388'ROAD LEADING TO A PRIVATE CABIN, THENCE 3.35 MILES SOUTHEAST BY HORSE
 KL0388'TRAIL ALONG THE FRYING PAN RIVER, 75 FEET SOUTHEAST OF THE SOUTHEAST
 KL0388'EDGE OF GRANITE CREEK, AT THE WEST EDGE OF A SMALL CLEARING, 5 FEET
 KL0388'SOUTHWEST OF THE CENTER LINE OF THE TRAIL, SET IN THE TOP OF THE
 KL0388'CENTER OF A 6X6 FOOT GRANITE BOULDER, 2 FEET ABOVE THE GROUND.
 KL0388
 KL0388                          STATION RECOVERY (1959)
 KL0388
 KL0388'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0162 ***********************************************************************
 KL0162  DESIGNATION -  F 283
 KL0162  PID         -  KL0162
 KL0162  STATE/COUNTY-  CO/LAKE
 KL0162  USGS QUAD   -  CLIMAX (1994)
 KL0162
 KL0162                         *CURRENT SURVEY CONTROL
 KL0162  ___________________________________________________________________
 KL0162* NAD 83(1986)-  39 21 48.     (N)    106 10 50.     (W)     SCALED    
 KL0162* NAVD 88     -      3383.681  (meters)   11101.29   (feet)  ADJUSTED  
 KL0162  ___________________________________________________________________
 KL0162  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 KL0162  DYNAMIC HT  -        3378.996 (meters)   11085.92  (feet)  COMP
 KL0162  MODELED GRAV-     979,118.6   (mgal)                       NAVD 88
 KL0162
 KL0162  VERT ORDER  -  FIRST     CLASS II
 KL0162
 KL0162.The horizontal coordinates were scaled from a topographic map and have
 KL0162.an estimated accuracy of +/- 6 seconds.
 KL0162
 KL0162.The orthometric height was determined by differential leveling
 KL0162.and adjusted by the National Geodetic Survey in June 1991..
 KL0162
 KL0162.The geoid height was determined by GEOID03.
 KL0162
 KL0162.The dynamic height is computed by dividing the NAVD 88
 KL0162.geopotential number by the normal gravity value computed on the
 KL0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0162.degrees latitude (g = 980.6199 gals.).
 KL0162
 KL0162.The modeled gravity was interpolated from observed gravity values.
 KL0162
 KL0162;                    North         East    Units  Estimated Accuracy
 KL0162;SPC CO C     -   474,860.      855,750.      MT  (+/- 180 meters Scaled)
 KL0162
 KL0162                          SUPERSEDED SURVEY CONTROL
 KL0162
 KL0162  NGVD 29 (??/??/92) 3381.726  (m)        11094.88   (f) ADJ UNCH    1 2
 KL0162
 KL0162.Superseded values are not recommended for survey control.
 KL0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0162.See file dsdata.txt to determine how the superseded data were derived.
 KL0162
 KL0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD982577(NAD 83)
 KL0162_MARKER: DB = BENCH MARK DISK
 KL0162_SETTING: 80 = SET IN A BOULDER
 KL0162_SP_SET: BOULDER
 KL0162_STAMPING: F 283 1951
 KL0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0162+STABILITY: SURFACE MOTION
 KL0162
 KL0162  HISTORY     - Date     Condition        Report By
 KL0162  HISTORY     - 1951     MONUMENTED       CGS
 KL0162  HISTORY     - 1970     GOOD             USGS
 KL0162
 KL0162                          STATION DESCRIPTION
 KL0162
 KL0162'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KL0162'12.25 MI NE FROM LEADVILLE.
 KL0162'0.9 MILE SW ALONG STATE HIGHWAY 91 FROM THE ENTRANCE TO THE CLIMAX
 KL0162'MOLYBDENUM COMPANY MINE AT CLIMAX.  LEADVILLE, 11.8 MILES NORTHEAST
 KL0162'ALONG U.S. HIGHWAY 24 AND STATE HIGHWAY 91 FROM THE COUNTY COURTHOUSE
 KL0162'AT, 0.45 MILE SOUTHEAST ALONG STATE HIGHWAY 91 FROM THE SUMMIT OF
 KL0162'FREMONT PASS, 120 FT. SW AND APPROX. 75 FT. LOWER THAN CENTER LINE OF
 KL0162'HIGHWAY, 47 FT. NORTH OF OLD HIGHWAY GRADE, SET IN THE TOP OF A 8 X 8
 KL0162'FOOT GRANITE BOULDER PROJECTING 2.5 FT., A STANDARD DISK, STAMPED F
 KL0162'283, 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0194 ***********************************************************************
 KL0194  DESIGNATION -  F 284
 KL0194  PID         -  KL0194
 KL0194  STATE/COUNTY-  CO/LAKE
 KL0194  USGS QUAD   -  CLIMAX (1994)
 KL0194
 KL0194                         *CURRENT SURVEY CONTROL
 KL0194  ___________________________________________________________________
 KL0194* NAD 83(1986)-  39 15 23.     (N)    106 14 56.     (W)     SCALED    
 KL0194* NAVD 88     -      3276.991  (meters)   10751.26   (feet)  ADJUSTED  
 KL0194  ___________________________________________________________________
 KL0194  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 KL0194  DYNAMIC HT  -        3272.478 (meters)   10736.45  (feet)  COMP
 KL0194  MODELED GRAV-     979,130.7   (mgal)                       NAVD 88
 KL0194
 KL0194  VERT ORDER  -  SECOND    CLASS 0
 KL0194
 KL0194.The horizontal coordinates were scaled from a topographic map and have
 KL0194.an estimated accuracy of +/- 6 seconds.
 KL0194
 KL0194.The orthometric height was determined by differential leveling
 KL0194.and adjusted by the National Geodetic Survey in June 1991..
 KL0194
 KL0194.The geoid height was determined by GEOID03.
 KL0194
 KL0194.The dynamic height is computed by dividing the NAVD 88
 KL0194.geopotential number by the normal gravity value computed on the
 KL0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0194.degrees latitude (g = 980.6199 gals.).
 KL0194
 KL0194.The modeled gravity was interpolated from observed gravity values.
 KL0194
 KL0194;                    North         East    Units  Estimated Accuracy
 KL0194;SPC CO C     -   463,040.      849,770.      MT  (+/- 180 meters Scaled)
 KL0194
 KL0194                          SUPERSEDED SURVEY CONTROL
 KL0194
 KL0194  NGVD 29 (??/??/92) 3275.076  (m)        10744.98   (f) ADJ UNCH    2 0
 KL0194
 KL0194.Superseded values are not recommended for survey control.
 KL0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0194.See file dsdata.txt to determine how the superseded data were derived.
 KL0194
 KL0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD922459(NAD 83)
 KL0194_MARKER: DB = BENCH MARK DISK
 KL0194_SETTING: 80 = SET IN A BOULDER
 KL0194_SP_SET: BOULDER
 KL0194_STAMPING: F 284 1951
 KL0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0194+STABILITY: SURFACE MOTION
 KL0194
 KL0194  HISTORY     - Date     Condition        Report By
 KL0194  HISTORY     - 1951     MONUMENTED       CGS
 KL0194  HISTORY     - 1959     GOOD             DOD
 KL0194
 KL0194                          STATION DESCRIPTION
 KL0194
 KL0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0194'2.7 MI E FROM LEADVILLE.
 KL0194'0.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE AT
 KL0194'LEADVILLE, THENCE 2.6 MILES EAST ALONG STATE HIGHWAY 300, 93 FEET
 KL0194'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 42 FEET NORTH OF THE NORTH
 KL0194'EDGE OF A SMALL IRRIGATION DITCH, 15 FEET NORTH OF AN 8 INCH PINE
 KL0194'TREE, SET IN THE TOP OF THE CENTER OF A 4X6 FOOT GRANITE BOULDER, 6
 KL0194'FEET ABOVE THE LEVEL OF THE HIGHWAY, 2 FEET ABOVE THE GROUND.
 KL0194
 KL0194                          STATION RECOVERY (1959)
 KL0194
 KL0194'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0678 ***********************************************************************
 JK0678  DESIGNATION -  F 285
 JK0678  PID         -  JK0678
 JK0678  STATE/COUNTY-  CO/CHAFFEE
 JK0678  USGS QUAD   -  CAMERON MOUNTAIN (1994)
 JK0678
 JK0678                         *CURRENT SURVEY CONTROL
 JK0678  ___________________________________________________________________
 JK0678* NAD 83(1986)-  38 38 14.     (N)    105 56 07.     (W)     SCALED    
 JK0678* NAVD 88     -      2962.494  (meters)    9719.45   (feet)  ADJUSTED  
 JK0678  ___________________________________________________________________
 JK0678  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 JK0678  DYNAMIC HT  -        2958.630 (meters)    9706.77  (feet)  COMP
 JK0678  MODELED GRAV-     979,215.2   (mgal)                       NAVD 88
 JK0678
 JK0678  VERT ORDER  -  SECOND    CLASS 0
 JK0678
 JK0678.The horizontal coordinates were scaled from a topographic map and have
 JK0678.an estimated accuracy of +/- 6 seconds.
 JK0678
 JK0678.The orthometric height was determined by differential leveling
 JK0678.and adjusted by the National Geodetic Survey in June 1991..
 JK0678
 JK0678.The geoid height was determined by GEOID03.
 JK0678
 JK0678.The dynamic height is computed by dividing the NAVD 88
 JK0678.geopotential number by the normal gravity value computed on the
 JK0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0678.degrees latitude (g = 980.6199 gals.).
 JK0678
 JK0678.The modeled gravity was interpolated from observed gravity values.
 JK0678
 JK0678;                    North         East    Units  Estimated Accuracy
 JK0678;SPC CO C     -   394,130.      876,510.      MT  (+/- 180 meters Scaled)
 JK0678
 JK0678                          SUPERSEDED SURVEY CONTROL
 JK0678
 JK0678  NGVD 29 (??/??/92) 2960.897  (m)         9714.21   (f) ADJ UNCH    2 0
 JK0678
 JK0678.Superseded values are not recommended for survey control.
 JK0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0678.See file dsdata.txt to determine how the superseded data were derived.
 JK0678
 JK0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC186769(NAD 83)
 JK0678_MARKER: DB = BENCH MARK DISK
 JK0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0678_STAMPING: F 285 1951
 JK0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0678+STABILITY: SURFACE MOTION
 JK0678
 JK0678  HISTORY     - Date     Condition        Report By
 JK0678  HISTORY     - 1951     MONUMENTED       CGS
 JK0678
 JK0678                          STATION DESCRIPTION
 JK0678
 JK0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0678'10.4 MI NE FROM SALIDA.
 JK0678'1.0 MILE NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0678'RAILROAD FROM THE STATION AT SALIDA, THENCE 9.4 MILES NORTHEAST
 JK0678'ALONG THE UTE TRAIL, 165 FEET NORTHEAST OF THE CENTER OF A
 JK0678'JUNCTION WITH A TRACK ROAD LEADING SOUTH, 78 FEET NORTH OF THE
 JK0678'CENTER LINE OF THE UTE TRAIL, 30 FEET SOUTH OF A 10 INCH ASPEN
 JK0678'TREE, 3 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 JK0678'POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0693 ***********************************************************************
 JK0693  DESIGNATION -  F 286
 JK0693  PID         -  JK0693
 JK0693  STATE/COUNTY-  CO/FREMONT
 JK0693  USGS QUAD   -  BLACK MOUNTAIN (1994)
 JK0693
 JK0693                         *CURRENT SURVEY CONTROL
 JK0693  ___________________________________________________________________
 JK0693* NAD 83(1986)-  38 38 19.     (N)    105 44 33.     (W)     SCALED    
 JK0693* NAVD 88     -      2805.716  (meters)    9205.09   (feet)  ADJUSTED  
 JK0693  ___________________________________________________________________
 JK0693  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 JK0693  DYNAMIC HT  -        2802.067 (meters)    9193.11  (feet)  COMP
 JK0693  MODELED GRAV-     979,225.8   (mgal)                       NAVD 88
 JK0693
 JK0693  VERT ORDER  -  SECOND    CLASS 0
 JK0693
 JK0693.The horizontal coordinates were scaled from a topographic map and have
 JK0693.an estimated accuracy of +/- 6 seconds.
 JK0693
 JK0693.The orthometric height was determined by differential leveling
 JK0693.and adjusted by the National Geodetic Survey in June 1991..
 JK0693
 JK0693.The geoid height was determined by GEOID03.
 JK0693
 JK0693.The dynamic height is computed by dividing the NAVD 88
 JK0693.geopotential number by the normal gravity value computed on the
 JK0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0693.degrees latitude (g = 980.6199 gals.).
 JK0693
 JK0693.The modeled gravity was interpolated from observed gravity values.
 JK0693
 JK0693;                    North         East    Units  Estimated Accuracy
 JK0693;SPC CO C     -   394,220.      893,290.      MT  (+/- 180 meters Scaled)
 JK0693
 JK0693                          SUPERSEDED SURVEY CONTROL
 JK0693
 JK0693  NGVD 29 (??/??/92) 2804.132  (m)         9199.89   (f) ADJ UNCH    2 0
 JK0693
 JK0693.Superseded values are not recommended for survey control.
 JK0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0693.See file dsdata.txt to determine how the superseded data were derived.
 JK0693
 JK0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC353769(NAD 83)
 JK0693_MARKER: DB = BENCH MARK DISK
 JK0693_SETTING: 66 = SET IN ROCK OUTCROP
 JK0693_SP_SET: GRANITE OUTCROP
 JK0693_STAMPING: F 286 1951
 JK0693_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0693+STABILITY: POSITION/ELEVATION WELL
 JK0693
 JK0693  HISTORY     - Date     Condition        Report By
 JK0693  HISTORY     - 1951     MONUMENTED       CGS
 JK0693
 JK0693                          STATION DESCRIPTION
 JK0693
 JK0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0693'22.9 MI NE FROM SALIDA.
 JK0693'1.0 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0693'RAILROAD FROM THE STATION AT SALIDA, THENCE 21.9 MILES NORTHEAST
 JK0693'ALONG THE UTE TRAIL, 126 FEET SOUTH OF THE CENTER LINE OF
 JK0693'THE UTE TRAIL, ON THE NORTHWEST END OF A RIDGE, 50 FEET WEST
 JK0693'OF THE WEST END OF A LARGE GROUP OF ASPEN TREES, FLUSH WITH
 JK0693'THE GROUND, SET IN THE TOP OF A LARGE GRANITE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0466 ***********************************************************************
 JK0466  DESIGNATION -  F 287
 JK0466  PID         -  JK0466
 JK0466  STATE/COUNTY-  CO/FREMONT
 JK0466  USGS QUAD   -  GRIBBLE MOUNTAIN (1983)
 JK0466
 JK0466                         *CURRENT SURVEY CONTROL
 JK0466  ___________________________________________________________________
 JK0466* NAD 83(1992)-  38 32 20.09021(N)    105 25 07.71984(W)     ADJUSTED  
 JK0466* NAVD 88     -      1897.399  (meters)    6225.05   (feet)  ADJUSTED  
 JK0466  ___________________________________________________________________
 JK0466  X           -  -1,328,525.983 (meters)                     COMP
 JK0466  Y           -  -4,817,005.405 (meters)                     COMP
 JK0466  Z           -   3,953,581.725 (meters)                     COMP
 JK0466  LAPLACE CORR-          -8.96  (seconds)                    DEFLEC99
 JK0466  ELLIP HEIGHT-        1882.07  (meters)          (12/03/02) GPS OBS
 JK0466  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 JK0466  DYNAMIC HT  -        1895.236 (meters)    6217.95  (feet)  COMP
 JK0466  MODELED GRAV-     979,421.5   (mgal)                       NAVD 88
 JK0466
 JK0466  HORZ ORDER  -  FIRST
 JK0466  VERT ORDER  -  SECOND    CLASS 0
 JK0466  ELLP ORDER  -  FOURTH    CLASS II
 JK0466
 JK0466.The horizontal coordinates were established by GPS observations
 JK0466.and adjusted by the National Geodetic Survey in September 1994..
 JK0466
 JK0466.The orthometric height was determined by differential leveling
 JK0466.and adjusted by the National Geodetic Survey in June 1991..
 JK0466
 JK0466.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK0466
 JK0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0466
 JK0466.The ellipsoidal height was determined by GPS observations
 JK0466.and is referenced to NAD 83.
 JK0466
 JK0466.The geoid height was determined by GEOID03.
 JK0466
 JK0466.The dynamic height is computed by dividing the NAVD 88
 JK0466.geopotential number by the normal gravity value computed on the
 JK0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0466.degrees latitude (g = 980.6199 gals.).
 JK0466
 JK0466.The modeled gravity was interpolated from observed gravity values.
 JK0466
 JK0466;                    North         East     Units Scale Factor Converg.
 JK0466;SPC CO C     -   383,128.593   921,480.236   MT  0.99998371   +0 03 04.3
 JK0466;SPC CO C     - 1,256,981.06  3,023,223.07   sFT  0.99998371   +0 03 04.3
 JK0466;UTM  13      - 4,265,694.509   463,500.149   MT  0.99961641   -0 15 39.4
 JK0466
 JK0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0466!SPC CO C     -   0.99970478  x   0.99998371  =   0.99968850
 JK0466!UTM  13      -   0.99970478  x   0.99961641  =   0.99932131
 JK0466
 JK0466                          SUPERSEDED SURVEY CONTROL
 JK0466
 JK0466  ELLIP H (09/12/94) 1882.07   (m)                       GP(       ) 4 1
 JK0466  NAVD 88 (09/12/94) 1897.40   (m)         6225.1    (f) LEVELING    3  
 JK0466  NGVD 29 (??/??/92) 1896.206  (m)         6221.14   (f) ADJ UNCH    2 0
 JK0466
 JK0466.Superseded values are not recommended for survey control.
 JK0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0466.See file dsdata.txt to determine how the superseded data were derived.
 JK0466
 JK0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC6350065695(NAD 83)
 JK0466_MARKER: DB = BENCH MARK DISK
 JK0466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0466_SP_SET: SET IN TOP OF CONCRETE POST
 JK0466_STAMPING: F 287 1951
 JK0466_MARK LOGO: CGS   
 JK0466_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0466+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1994
 JK0466
 JK0466  HISTORY     - Date     Condition        Report By
 JK0466  HISTORY     - 1951     MONUMENTED       CGS
 JK0466  HISTORY     - 1976     GOOD             USGS
 JK0466  HISTORY     - 19940312 GOOD             MSAM
 JK0466
 JK0466                          STATION DESCRIPTION
 JK0466
 JK0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0466'7.8 MI NW FROM PARKDALE.
 JK0466'1.3 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0466'RAILROAD FROM THE STATION AT PARKDALE, THENCE 1.6 MILES NORTHEAST
 JK0466'ALONG U.S. HIGHWAY 50, THENCE 4.95 MILES NORTHWEST ALONG STATE
 JK0466'HIGHWAY 9, 0.15 MILE WEST OF A PRIVATE ROAD LEADING SOUTH, 48
 JK0466'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 18 FEET WEST OF
 JK0466'THE CENTER OF A WIRE GATE, 9 FEET NORTHWEST OF A FENCE CORNER, 1
 JK0466'FOOT NORTHEAST OF A FENCE, 3 FEET SOUTHEAST OF A WITNESS POST, SET
 JK0466'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 JK0466'GROUND.
 JK0466
 JK0466                          STATION RECOVERY (1976)
 JK0466
 JK0466'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JK0466'PARKDALE, 1.3 MILES SOUTHEAST OF STATION AT, ALONG THE DENVER AND RIO
 JK0466'GRANDE WESTERN RAILROAD, THENCE 1.6 MILES NORTHEAST ALONG US HIGHWAY
 JK0466'50, THENCE 4.95 MILES NORTHWEST ALONG STATE HIGHWAY 9, 0.15 MILE
 JK0466'NORTHWEST OF A PRIVATE ROAD LEADING SOUTHWEST, 200 FEET SOUTHEAST OF
 JK0466'A SMALL GROUP OF COTTONWOOD TREES, 100 FEET SOUTHWEST OF THE C/L OF
 JK0466'THE HIGHWAY, 30 FEET NORTHEAST OF A FENCE CORNER, 3 FEET SOUTHEAST OF
 JK0466'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FEET
 JK0466'ABOVE THE GROUND, A STANDARD TABLET STAMPED F-287 1951.
 JK0466
 JK0466                          STATION RECOVERY (1994)
 JK0466
 JK0466'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1994 (KCH)
 JK0466'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0706 ***********************************************************************
 JK0706  DESIGNATION -  F 288
 JK0706  PID         -  JK0706
 JK0706  STATE/COUNTY-  CO/PARK
 JK0706  USGS QUAD   -  BLACK MOUNTAIN (1994)
 JK0706
 JK0706                         *CURRENT SURVEY CONTROL
 JK0706  ___________________________________________________________________
 JK0706* NAD 83(1986)-  38 43 20.     (N)    105 39 10.     (W)     SCALED    
 JK0706* NAVD 88     -      2867.923  (meters)    9409.18   (feet)  ADJUSTED  
 JK0706  ___________________________________________________________________
 JK0706  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 JK0706  DYNAMIC HT  -        2864.221 (meters)    9397.03  (feet)  COMP
 JK0706  MODELED GRAV-     979,232.5   (mgal)                       NAVD 88
 JK0706
 JK0706  VERT ORDER  -  SECOND    CLASS 0
 JK0706
 JK0706.The horizontal coordinates were scaled from a topographic map and have
 JK0706.an estimated accuracy of +/- 6 seconds.
 JK0706
 JK0706.The orthometric height was determined by differential leveling
 JK0706.and adjusted by the National Geodetic Survey in June 1991..
 JK0706
 JK0706.The geoid height was determined by GEOID03.
 JK0706
 JK0706.The dynamic height is computed by dividing the NAVD 88
 JK0706.geopotential number by the normal gravity value computed on the
 JK0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0706.degrees latitude (g = 980.6199 gals.).
 JK0706
 JK0706.The modeled gravity was interpolated from observed gravity values.
 JK0706
 JK0706;                    North         East    Units  Estimated Accuracy
 JK0706;SPC CO C     -   403,490.      901,120.      MT  (+/- 180 meters Scaled)
 JK0706
 JK0706                          SUPERSEDED SURVEY CONTROL
 JK0706
 JK0706  NGVD 29 (??/??/92) 2866.373  (m)         9404.09   (f) ADJ UNCH    2 0
 JK0706
 JK0706.Superseded values are not recommended for survey control.
 JK0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0706.See file dsdata.txt to determine how the superseded data were derived.
 JK0706
 JK0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC432861(NAD 83)
 JK0706_MARKER: DB = BENCH MARK DISK
 JK0706_SETTING: 66 = SET IN ROCK OUTCROP
 JK0706_SP_SET: GRANITE OUTCROP
 JK0706_STAMPING: F 288 1951
 JK0706_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0706+STABILITY: POSITION/ELEVATION WELL
 JK0706
 JK0706  HISTORY     - Date     Condition        Report By
 JK0706  HISTORY     - 1951     MONUMENTED       CGS
 JK0706
 JK0706                          STATION DESCRIPTION
 JK0706
 JK0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0706'9.6 MI SW FROM GUFFEY.
 JK0706'1.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 JK0706'GUFFEY, THENCE 1.6 MILES NORTHWEST ALONG STATE HIGHWAY 9, THENCE
 JK0706'6.6 MILES SOUTHWEST ALONG A GRAVELED ROAD, 0.1 MILE NORTHWEST OF A
 JK0706'CATTLE GUARD, 110 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 JK0706'45 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A DITCH, 33 FEET
 JK0706'NORTHEAST OF A FENCE, AT THE NORTHEAST CORNER OF A LARGE GROVE
 JK0706'OF SMALL ASPEN TREES, 10 FEET ABOVE THE LEVEL OF THE ROAD, 1 FOOT
 JK0706'ABOVE THE GROUND, SET IN THE TOP OF A GRANITE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0957 ***********************************************************************
 KK0957  DESIGNATION -  F 289
 KK0957  PID         -  KK0957
 KK0957  STATE/COUNTY-  CO/PARK
 KK0957  USGS QUAD   -  HARTSEL (1956)
 KK0957
 KK0957                         *CURRENT SURVEY CONTROL
 KK0957  ___________________________________________________________________
 KK0957* NAD 83(1986)-  39 00 42.     (N)    105 47 02.     (W)     SCALED    
 KK0957* NAVD 88     -      2707.616  (meters)    8883.24   (feet)  ADJUSTED  
 KK0957  ___________________________________________________________________
 KK0957  GEOID HEIGHT-         -13.75  (meters)                     GEOID03
 KK0957  DYNAMIC HT  -        2704.241 (meters)    8872.16  (feet)  COMP
 KK0957  MODELED GRAV-     979,282.9   (mgal)                       NAVD 88
 KK0957
 KK0957  VERT ORDER  -  SECOND    CLASS 0
 KK0957
 KK0957.The horizontal coordinates were scaled from a topographic map and have
 KK0957.an estimated accuracy of +/- 6 seconds.
 KK0957
 KK0957.The orthometric height was determined by differential leveling
 KK0957.and adjusted by the National Geodetic Survey in June 1991..
 KK0957
 KK0957.The geoid height was determined by GEOID03.
 KK0957
 KK0957.The dynamic height is computed by dividing the NAVD 88
 KK0957.geopotential number by the normal gravity value computed on the
 KK0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0957.degrees latitude (g = 980.6199 gals.).
 KK0957
 KK0957.The modeled gravity was interpolated from observed gravity values.
 KK0957
 KK0957;                    North         East    Units  Estimated Accuracy
 KK0957;SPC CO C     -   435,640.      889,820.      MT  (+/- 180 meters Scaled)
 KK0957
 KK0957                          SUPERSEDED SURVEY CONTROL
 KK0957
 KK0957  NGVD 29 (??/??/92) 2706.096  (m)         8878.25   (f) ADJ UNCH    2 0
 KK0957
 KK0957.Superseded values are not recommended for survey control.
 KK0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0957.See file dsdata.txt to determine how the superseded data were derived.
 KK0957
 KK0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD321183(NAD 83)
 KK0957_MARKER: DB = BENCH MARK DISK
 KK0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0957_STAMPING: F 289 1951
 KK0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0957+STABILITY: SURFACE MOTION
 KK0957
 KK0957  HISTORY     - Date     Condition        Report By
 KK0957  HISTORY     - 1951     MONUMENTED       CGS
 KK0957
 KK0957                          STATION DESCRIPTION
 KK0957
 KK0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0957'1 MI SE FROM HARTSEL.
 KK0957'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 9 FROM ITS JUNCTION WITH
 KK0957'U.S. HIGHWAY 24 AT HARTSEL, 47 FEET NORTHEAST OF THE CENTER LINE
 KK0957'OF THE HIGHWAY, 33 FEET SOUTHEAST OF THE CENTER OF A WIRE GATE, 1
 KK0957'FOOT SOUTHWEST OF A FENCE, 3 FEET NORTHWEST OF A WITNESS POST, SET
 KK0957'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 KK0957'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0258 ***********************************************************************
 LM0258  DESIGNATION -  F 29
 LM0258  PID         -  LM0258
 LM0258  STATE/COUNTY-  CO/ROUTT
 LM0258  USGS QUAD   -  TOPONAS (1972)
 LM0258
 LM0258                         *CURRENT SURVEY CONTROL
 LM0258  ___________________________________________________________________
 LM0258* NAD 83(1992)-  40 03 53.99433(N)    106 48 54.33592(W)     ADJUSTED  
 LM0258* NAVD 88     -      2526.432  (meters)    8288.80   (feet)  ADJUSTED  
 LM0258  ___________________________________________________________________
 LM0258  X           -  -1,414,595.502 (meters)                     COMP
 LM0258  Y           -  -4,680,909.539 (meters)                     COMP
 LM0258  Z           -   4,085,129.575 (meters)                     COMP
 LM0258  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 LM0258  ELLIP HEIGHT-        2513.77  (meters)          (12/03/02) GPS OBS
 LM0258  GEOID HEIGHT-         -12.70  (meters)                     GEOID03
 LM0258  DYNAMIC HT  -        2523.628 (meters)    8279.60  (feet)  COMP
 LM0258  MODELED GRAV-     979,424.5   (mgal)                       NAVD 88
 LM0258
 LM0258  HORZ ORDER  -  FIRST
 LM0258  VERT ORDER  -  FIRST     CLASS II
 LM0258  ELLP ORDER  -  FOURTH    CLASS II
 LM0258
 LM0258.The horizontal coordinates were established by GPS observations
 LM0258.and adjusted by the National Geodetic Survey in June 1998..
 LM0258
 LM0258.The orthometric height was determined by differential leveling
 LM0258.and adjusted by the National Geodetic Survey in June 1991..
 LM0258
 LM0258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LM0258
 LM0258.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0258
 LM0258.The ellipsoidal height was determined by GPS observations
 LM0258.and is referenced to NAD 83.
 LM0258
 LM0258.The geoid height was determined by GEOID03.
 LM0258
 LM0258.The dynamic height is computed by dividing the NAVD 88
 LM0258.geopotential number by the normal gravity value computed on the
 LM0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0258.degrees latitude (g = 980.6199 gals.).
 LM0258
 LM0258.The modeled gravity was interpolated from observed gravity values.
 LM0258
 LM0258;                    North         East     Units Scale Factor Converg.
 LM0258;SPC CO N     -   386,869.232   802,215.858   MT  0.99996207   -0 50 59.0
 LM0258;SPC CO N     - 1,269,253.47  2,631,936.53   sFT  0.99996207   -0 50 59.0
 LM0258;UTM  13      - 4,436,549.903   345,206.689   MT  0.99989498   -1 10 06.7
 LM0258
 LM0258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0258!SPC CO N     -   0.99960580  x   0.99996207  =   0.99956789
 LM0258!UTM  13      -   0.99960580  x   0.99989498  =   0.99950082
 LM0258
 LM0258                          SUPERSEDED SURVEY CONTROL
 LM0258
 LM0258  ELLIP H (06/12/98) 2513.78   (m)                       GP(       ) 3 2
 LM0258  NAVD 88 (06/12/98) 2526.43   (m)         8288.8    (f) LEVELING    3  
 LM0258  NGVD 29 (??/??/92) 2524.934  (m)         8283.89   (f) ADJ UNCH    1 2
 LM0258
 LM0258.Superseded values are not recommended for survey control.
 LM0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0258.See file dsdata.txt to determine how the superseded data were derived.
 LM0258
 LM0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE4520736550(NAD 83)
 LM0258_MARKER: DB = BENCH MARK DISK
 LM0258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0258_STAMPING: F 29 1933
 LM0258_MARK LOGO: CGS   
 LM0258_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LM0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0258+STABILITY: SURFACE MOTION
 LM0258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LM0258+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1997
 LM0258
 LM0258  HISTORY     - Date     Condition        Report By
 LM0258  HISTORY     - 1933     MONUMENTED       NGS
 LM0258  HISTORY     - 19971022 GOOD             CODOT
 LM0258
 LM0258                          STATION DESCRIPTION
 LM0258
 LM0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LM0258'0.9 MI N FROM TOPONAS.
 LM0258'0.9 MILE NORTH ALONG THE DENVER AND SALT LAKE RAILWAY FROM TOPONAS, 20
 LM0258'1/2 POLES SOUTH OF MILEPOST 154, 230 FEET SOUTH OF THE ONE MILE TO
 LM0258'TOPONAS SIGN, 46 FEET EAST OF THE EAST RAIL, AND 27 FEET WEST OF THE
 LM0258'CENTER LINE OF THE YAMPA-TOPONAS HIGHWAY.
 LM0258
 LM0258                          STATION RECOVERY (1997)
 LM0258
 LM0258'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 LM0258'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) SOUTH OF LONE SPRING BUTTE,
 LM0258'0.9 MI (1.4 KM) NORTHWEST OF THE INTERSECTION OF STATE HIGHWAYS 131
 LM0258'AND 134 AND 0.5 MI (0.8 KM) NORTHWEST OF TOPONAS, IN THE SOUTHEAST 1/4
 LM0258'OF SECTION 9, T 1 N, R 84 W, AT STATE HIGHWAY 131 MILEPOST 33.9.
 LM0258'OWNERSHIP--  TO REACH THE STATION FROM THE TOWN OF TOPONAS AT THE
 LM0258'GENERAL STORE, GO 0.8 MI (1.3 KM) NORTHWEST ON STATE HIGHWAY 131 TO A
 LM0258'SIDE ROAD RIGHT.  TURN RIGHT, NORTHEAST, ON ROUTT COUNTY ROAD 6 FOR
 LM0258'0.05 MI (0.08 KM) TO THE RAILROAD TRACKS.  CROSS OVER THE TRACKS,
 LM0258'NORTHEAST, FOR 0.05 MI (0.08 KM) TO A THREE WAY INTERSECTION.  TAKE
 LM0258'THE RIGHT MOST ROAD EAST-SOUTHEAST ALONG THE RAILROAD TRACKS FOR 0.4
 LM0258'MI (0.6 KM) TO THE STATION ON THE RIGHT  THE MARK IS A STANDARD DISK
 LM0258'SET IN THE TOP OF A SQUARE 30 CM CONCRETE POST, PROJECTING 2 CM ABOVE
 LM0258'THE GROUND.  IT IS 0.25 MI (0.40 KM) EASTERLY FROM RAILROAD MILEPOST
 LM0258'154 AND ABOUT 200 M (656.2 FT) TO STATE HIGHWAY 131.  IT IS 14.O M
 LM0258'NORTH FROM THE NORTHERN MOST RAIL, 8.1 M (26.6 FT) SOUTH FROM THE
 LM0258'CENTER OF THE DIRT ROAD, 0.6 M (2.0 FT) NORTH FROM A CODOT WITNESS
 LM0258'POST, 0.5 M (1.6 FT) EAST FROM A NGS WITNESS POST, 0.4 M (1.3 FT)
 LM0258'SOUTH FROM THE RIGHT-OF-WAY FENCE AND ABOUT THE SAME ELEVATION AS THE
 LM0258'DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0390 ***********************************************************************
 JK0390  DESIGNATION -  F 290
 JK0390  PID         -  JK0390
 JK0390  STATE/COUNTY-  CO/PARK
 JK0390  USGS QUAD   -  WITCHER MOUNTAIN (1984)
 JK0390
 JK0390                         *CURRENT SURVEY CONTROL
 JK0390  ___________________________________________________________________
 JK0390* NAD 83(1986)-  38 46 31.     (N)    105 24 41.     (W)     SCALED    
 JK0390* NAVD 88     -      2608.555  (meters)    8558.23   (feet)  ADJUSTED  
 JK0390  ___________________________________________________________________
 JK0390  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 JK0390  DYNAMIC HT  -        2605.380 (meters)    8547.82  (feet)  COMP
 JK0390  MODELED GRAV-     979,315.6   (mgal)                       NAVD 88
 JK0390
 JK0390  VERT ORDER  -  SECOND    CLASS 0
 JK0390
 JK0390.The horizontal coordinates were scaled from a topographic map and have
 JK0390.an estimated accuracy of +/- 6 seconds.
 JK0390
 JK0390.The orthometric height was determined by differential leveling
 JK0390.and adjusted by the National Geodetic Survey in June 1991..
 JK0390
 JK0390.The geoid height was determined by GEOID03.
 JK0390
 JK0390.The dynamic height is computed by dividing the NAVD 88
 JK0390.geopotential number by the normal gravity value computed on the
 JK0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0390.degrees latitude (g = 980.6199 gals.).
 JK0390
 JK0390.The modeled gravity was interpolated from observed gravity values.
 JK0390
 JK0390;                    North         East    Units  Estimated Accuracy
 JK0390;SPC CO C     -   409,370.      922,100.      MT  (+/- 180 meters Scaled)
 JK0390
 JK0390                          SUPERSEDED SURVEY CONTROL
 JK0390
 JK0390  NGVD 29 (??/??/92) 2607.198  (m)         8553.78   (f) ADJ UNCH    2 0
 JK0390
 JK0390.Superseded values are not recommended for survey control.
 JK0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0390.See file dsdata.txt to determine how the superseded data were derived.
 JK0390
 JK0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC642919(NAD 83)
 JK0390_MARKER: DB = BENCH MARK DISK
 JK0390_SETTING: 80 = SET IN A BOULDER
 JK0390_SP_SET: BOULDER
 JK0390_STAMPING: F 290 1951
 JK0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0390+STABILITY: SURFACE MOTION
 JK0390
 JK0390  HISTORY     - Date     Condition        Report By
 JK0390  HISTORY     - 1951     MONUMENTED       CGS
 JK0390  HISTORY     - 1976     GOOD             USGS
 JK0390
 JK0390                          STATION DESCRIPTION
 JK0390
 JK0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0390'7.8 MI NE FROM GUFFEY.
 JK0390'7.6 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 JK0390'GUFFEY, 0.1 MILE SOUTHWEST OF A SMALL WOODEN BRIDGE, 125 FEET NORTH
 JK0390'OF A FENCE, 88 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 27 FEET
 JK0390'NORTHEAST OF A 12 INCH PINE TREE, 5 FEET ABOVE THE LEVEL OF THE
 JK0390'ROAD, 3 FEET ABOVE THE GROUND, SET IN THE TOP OF A 3X4 FOOT GRANITE
 JK0390'BOULDER.
 JK0390
 JK0390                          STATION RECOVERY (1976)
 JK0390
 JK0390'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JK0390'GUFFEY, 7.8 MI NORTHEAST OF ALONG A GRAVELED ROAD, IN THE SE. 1/4 OF
 JK0390'SEC. 2, T. 15 S., R. 72 W., 600 FT EAST OF A CATTLEGUARD, 450 FT SW.
 JK0390'OF A CULVERT, 350 FT SW. OF C/L RD., 88 FT SW. OF C/L OLD RD., 75 FT
 JK0390'NW. OF A DRAIN, 70 FT NE. OF A FENCE, 27 FT EAST OF A 12 INCH PINE,
 JK0390'SET IN THE TOP OF A 3X4 FT GRANITE BOULDER. A STANDARD TABLET
 JK0390'STAMPED, F 290 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0415 ***********************************************************************
 JK0415  DESIGNATION -  F 291
 JK0415  PID         -  JK0415
 JK0415  STATE/COUNTY-  CO/TELLER
 JK0415  USGS QUAD   -  CRIPPLE CREEK NORTH (1994)
 JK0415
 JK0415                         *CURRENT SURVEY CONTROL
 JK0415  ___________________________________________________________________
 JK0415* NAD 83(1986)-  38 45 16.     (N)    105 10 02.     (W)     SCALED    
 JK0415* NAVD 88     -      2968.889  (meters)    9740.43   (feet)  ADJUSTED  
 JK0415  ___________________________________________________________________
 JK0415  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 JK0415  DYNAMIC HT  -        2965.132 (meters)    9728.10  (feet)  COMP
 JK0415  MODELED GRAV-     979,253.1   (mgal)                       NAVD 88
 JK0415
 JK0415  VERT ORDER  -  SECOND    CLASS 0
 JK0415
 JK0415.The horizontal coordinates were scaled from a topographic map and have
 JK0415.an estimated accuracy of +/- 6 seconds.
 JK0415
 JK0415.The orthometric height was determined by differential leveling
 JK0415.and adjusted by the National Geodetic Survey in June 1991..
 JK0415
 JK0415.The geoid height was determined by GEOID03.
 JK0415
 JK0415.The dynamic height is computed by dividing the NAVD 88
 JK0415.geopotential number by the normal gravity value computed on the
 JK0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0415.degrees latitude (g = 980.6199 gals.).
 JK0415
 JK0415.The modeled gravity was interpolated from observed gravity values.
 JK0415
 JK0415;                    North         East    Units  Estimated Accuracy
 JK0415;SPC CO C     -   407,100.      943,330.      MT  (+/- 180 meters Scaled)
 JK0415
 JK0415                          SUPERSEDED SURVEY CONTROL
 JK0415
 JK0415  NGVD 29 (??/??/92) 2967.474  (m)         9735.79   (f) ADJ UNCH    2 0
 JK0415
 JK0415.Superseded values are not recommended for survey control.
 JK0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0415.See file dsdata.txt to determine how the superseded data were derived.
 JK0415
 JK0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC854895(NAD 83)
 JK0415_MARKER: DB = BENCH MARK DISK
 JK0415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JK0415_SP_SET: CULVERT
 JK0415_STAMPING: F 291 1951
 JK0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK0415
 JK0415  HISTORY     - Date     Condition        Report By
 JK0415  HISTORY     - 1951     MONUMENTED       CGS
 JK0415
 JK0415                          STATION DESCRIPTION
 JK0415
 JK0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0415'1.2 MI N FROM CRIPPLE CREEK.
 JK0415'1.25 MILES NORTH ALONG STATE HIGHWAY 67 FROM THE COURTHOUSE AT
 JK0415'CRIPPLE CREEK, 0.1 MILE WEST OF AN ABANDONED MINE, 50 FEET WEST OF
 JK0415'THE CENTER LINE OF THE HIGHWAY, ON THE INSIDE OF A CURVE IN THE
 JK0415'HIGHWAY, 12 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF
 JK0415'THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL OF AN 8 FOOT
 JK0415'PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0257 ***********************************************************************
 JK0257  DESIGNATION -  F 292
 JK0257  PID         -  JK0257
 JK0257  STATE/COUNTY-  CO/EL PASO
 JK0257  USGS QUAD   -  MANITOU SPRINGS (1994)
 JK0257
 JK0257                         *CURRENT SURVEY CONTROL
 JK0257  ___________________________________________________________________
 JK0257* NAD 83(1986)-  38 47 05.     (N)    104 54 12.     (W)     SCALED    
 JK0257* NAVD 88     -      2367.371  (meters)    7766.95   (feet)  ADJUSTED  
 JK0257  ___________________________________________________________________
 JK0257  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 JK0257  DYNAMIC HT  -        2364.613 (meters)    7757.90  (feet)  COMP
 JK0257  MODELED GRAV-     979,376.9   (mgal)                       NAVD 88
 JK0257
 JK0257  VERT ORDER  -  SECOND    CLASS 0
 JK0257
 JK0257.The horizontal coordinates were scaled from a topographic map and have
 JK0257.an estimated accuracy of +/- 6 seconds.
 JK0257
 JK0257.The orthometric height was determined by differential leveling
 JK0257.and adjusted by the National Geodetic Survey in June 1991..
 JK0257
 JK0257.The geoid height was determined by GEOID03.
 JK0257
 JK0257.The dynamic height is computed by dividing the NAVD 88
 JK0257.geopotential number by the normal gravity value computed on the
 JK0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0257.degrees latitude (g = 980.6199 gals.).
 JK0257
 JK0257.The modeled gravity was interpolated from observed gravity values.
 JK0257
 JK0257;                    North         East    Units  Estimated Accuracy
 JK0257;SPC CO C     -   410,580.      966,240.      MT  (+/- 180 meters Scaled)
 JK0257
 JK0257                          SUPERSEDED SURVEY CONTROL
 JK0257
 JK0257  NGVD 29 (??/??/92) 2366.168  (m)         7763.00   (f) ADJ UNCH    2 0
 JK0257
 JK0257.Superseded values are not recommended for survey control.
 JK0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0257.See file dsdata.txt to determine how the superseded data were derived.
 JK0257
 JK0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC083928(NAD 83)
 JK0257_MARKER: DB = BENCH MARK DISK
 JK0257_SETTING: 80 = SET IN A BOULDER
 JK0257_STAMPING: F 292 1951
 JK0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0257+STABILITY: SURFACE MOTION
 JK0257
 JK0257  HISTORY     - Date     Condition        Report By
 JK0257  HISTORY     - 1951     MONUMENTED       CGS
 JK0257  HISTORY     - 1954     GOOD             NGS
 JK0257
 JK0257                          STATION DESCRIPTION
 JK0257
 JK0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0257'11 MI SW FROM COLORADO SPRINGS.
 JK0257'2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE AT
 JK0257'COLORADO SPRINGS, THENCE 1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 336,
 JK0257'THENCE 5.35 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 1.45 MILES
 JK0257'SOUTHWEST ALONG STATE HIGHWAY 336, 200 FEET WEST OF A CURVE IN THE
 JK0257'HIGHWAY, 68 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 9 FEET
 JK0257'ABOVE THE LEVEL OF THE HIGHWAY, 2 FEET ABOVE THE GROUND, SET IN THE
 JK0257'TOP OF THE CENTER OF A 5X6 FOOT GRANITE BOULDER.
 JK0257
 JK0257                          STATION RECOVERY (1954)
 JK0257
 JK0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JK0257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0754 ***********************************************************************
 KK0754  DESIGNATION -  F 293
 KK0754  PID         -  KK0754
 KK0754  STATE/COUNTY-  CO/DOUGLAS
 KK0754  USGS QUAD   -  WESTCREEK (1994)
 KK0754
 KK0754                         *CURRENT SURVEY CONTROL
 KK0754  ___________________________________________________________________
 KK0754* NAD 83(1986)-  39 09 13.     (N)    105 09 30.     (W)     SCALED    
 KK0754* NAVD 88     -      2330.018  (meters)    7644.40   (feet)  ADJUSTED  
 KK0754  ___________________________________________________________________
 KK0754  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 KK0754  DYNAMIC HT  -        2327.394 (meters)    7635.79  (feet)  COMP
 KK0754  MODELED GRAV-     979,416.8   (mgal)                       NAVD 88
 KK0754
 KK0754  VERT ORDER  -  SECOND    CLASS 0
 KK0754
 KK0754.The horizontal coordinates were scaled from a topographic map and have
 KK0754.an estimated accuracy of +/- 6 seconds.
 KK0754
 KK0754.The orthometric height was determined by differential leveling
 KK0754.and adjusted by the National Geodetic Survey in June 1991..
 KK0754
 KK0754.The geoid height was determined by GEOID03.
 KK0754
 KK0754.The dynamic height is computed by dividing the NAVD 88
 KK0754.geopotential number by the normal gravity value computed on the
 KK0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0754.degrees latitude (g = 980.6199 gals.).
 KK0754
 KK0754.The modeled gravity was interpolated from observed gravity values.
 KK0754
 KK0754;                    North         East    Units  Estimated Accuracy
 KK0754;SPC CO C     -   451,420.      943,930.      MT  (+/- 180 meters Scaled)
 KK0754
 KK0754                          SUPERSEDED SURVEY CONTROL
 KK0754
 KK0754  NGVD 29 (??/??/92) 2328.810  (m)         7640.44   (f) ADJ UNCH    2 0
 KK0754
 KK0754.Superseded values are not recommended for survey control.
 KK0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0754.See file dsdata.txt to determine how the superseded data were derived.
 KK0754
 KK0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD863338(NAD 83)
 KK0754_MARKER: DB = BENCH MARK DISK
 KK0754_SETTING: 66 = SET IN ROCK OUTCROP
 KK0754_SP_SET: LARGE GRANITE ROCK
 KK0754_STAMPING: F 293 1952
 KK0754_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0754+STABILITY: POSITION/ELEVATION WELL
 KK0754
 KK0754  HISTORY     - Date     Condition        Report By
 KK0754  HISTORY     - 1952     MONUMENTED       CGS
 KK0754
 KK0754                          STATION DESCRIPTION
 KK0754
 KK0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0754'0.5 MI SE FROM WEST CREEK.
 KK0754'0.3 MILE SOUTHEAST ALONG A WINDING GRAVELED ROAD FROM THE
 KK0754'GRADE SCHOOL AT WEST CREEK, THENCE 0.2 MILE SOUTHEAST ALONG
 KK0754'STATE HIGHWAY 67, 31 FEET NORTHWEST OF THE CENTER LINE OF THE
 KK0754'HIGHWAY, 27 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 KK0754'CATCH BASIN, 10 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN
 KK0754'THE TOP OF THE CENTER OF A LARGE GRANITE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0260 ***********************************************************************
 KK0260  DESIGNATION -  F 294
 KK0260  PID         -  KK0260
 KK0260  STATE/COUNTY-  CO/EL PASO
 KK0260  USGS QUAD   -  PALMER LAKE (1994)
 KK0260
 KK0260                         *CURRENT SURVEY CONTROL
 KK0260  ___________________________________________________________________
 KK0260* NAD 83(1986)-  39 04 14.     (N)    104 57 00.     (W)     SCALED    
 KK0260* NAVD 88     -      2711.418  (meters)    8895.71   (feet)  ADJUSTED  
 KK0260  ___________________________________________________________________
 KK0260  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 KK0260  DYNAMIC HT  -        2708.288 (meters)    8885.44  (feet)  COMP
 KK0260  MODELED GRAV-     979,372.9   (mgal)                       NAVD 88
 KK0260
 KK0260  VERT ORDER  -  SECOND    CLASS 0
 KK0260
 KK0260.The horizontal coordinates were scaled from a topographic map and have
 KK0260.an estimated accuracy of +/- 6 seconds.
 KK0260
 KK0260.The orthometric height was determined by differential leveling
 KK0260.and adjusted by the National Geodetic Survey in June 1991..
 KK0260
 KK0260.The geoid height was determined by GEOID03.
 KK0260
 KK0260.The dynamic height is computed by dividing the NAVD 88
 KK0260.geopotential number by the normal gravity value computed on the
 KK0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0260.degrees latitude (g = 980.6199 gals.).
 KK0260
 KK0260.The modeled gravity was interpolated from observed gravity values.
 KK0260
 KK0260;                    North         East    Units  Estimated Accuracy
 KK0260;SPC CO C     -   442,290.      962,000.      MT  (+/- 180 meters Scaled)
 KK0260
 KK0260                          SUPERSEDED SURVEY CONTROL
 KK0260
 KK0260  NGVD 29 (??/??/92) 2710.186  (m)         8891.67   (f) ADJ UNCH    2 0
 KK0260
 KK0260.Superseded values are not recommended for survey control.
 KK0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0260.See file dsdata.txt to determine how the superseded data were derived.
 KK0260
 KK0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED043246(NAD 83)
 KK0260_MARKER: DB = BENCH MARK DISK
 KK0260_SETTING: 80 = SET IN A BOULDER
 KK0260_STAMPING: F 294 1952
 KK0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0260+STABILITY: SURFACE MOTION
 KK0260
 KK0260  HISTORY     - Date     Condition        Report By
 KK0260  HISTORY     - 1952     MONUMENTED       CGS
 KK0260
 KK0260                          STATION DESCRIPTION
 KK0260
 KK0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0260'8.1 MI W FROM MONUMENT.
 KK0260'0.9 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE GRADE SCHOOL AT
 KK0260'MONUMENT, THENCE 7.2 MILES WEST ALONG A GRAVELED ROAD, 33 FEET
 KK0260'SOUTHEAST OF THE CENTER LINE OF THE ROAD, ON THE INSIDE OF A CURVE
 KK0260'IN THE ROAD, SET IN THE TOP OF THE CENTER OF A 6X8 FOOT GRANITE
 KK0260'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0216 ***********************************************************************
 KK0216  DESIGNATION -  F 295
 KK0216  PID         -  KK0216
 KK0216  STATE/COUNTY-  CO/EL PASO
 KK0216  USGS QUAD   -  EASTONVILLE (1975)
 KK0216
 KK0216                         *CURRENT SURVEY CONTROL
 KK0216  ___________________________________________________________________
 KK0216* NAD 83(1986)-  39 04 12.     (N)    104 32 51.     (W)     SCALED    
 KK0216* NAVD 88     -      2215.014  (meters)    7267.09   (feet)  ADJUSTED  
 KK0216  ___________________________________________________________________
 KK0216  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 KK0216  DYNAMIC HT  -        2212.542 (meters)    7258.98  (feet)  COMP
 KK0216  MODELED GRAV-     979,431.6   (mgal)                       NAVD 88
 KK0216
 KK0216  VERT ORDER  -  SECOND    CLASS 0
 KK0216
 KK0216.The horizontal coordinates were scaled from a topographic map and have
 KK0216.an estimated accuracy of +/- 6 seconds.
 KK0216
 KK0216.The orthometric height was determined by differential leveling
 KK0216.and adjusted by the National Geodetic Survey in June 1991..
 KK0216
 KK0216.The geoid height was determined by GEOID03.
 KK0216
 KK0216.The dynamic height is computed by dividing the NAVD 88
 KK0216.geopotential number by the normal gravity value computed on the
 KK0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0216.degrees latitude (g = 980.6199 gals.).
 KK0216
 KK0216.The modeled gravity was interpolated from observed gravity values.
 KK0216
 KK0216;                    North         East    Units  Estimated Accuracy
 KK0216;SPC CO C     -   442,510.      996,830.      MT  (+/- 180 meters Scaled)
 KK0216
 KK0216                          SUPERSEDED SURVEY CONTROL
 KK0216
 KK0216  NGVD 29 (??/??/92) 2213.808  (m)         7263.14   (f) ADJ UNCH    2 0
 KK0216
 KK0216.Superseded values are not recommended for survey control.
 KK0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0216.See file dsdata.txt to determine how the superseded data were derived.
 KK0216
 KK0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED391246(NAD 83)
 KK0216_MARKER: DB = BENCH MARK DISK
 KK0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0216_STAMPING: F 295 1952
 KK0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0216+STABILITY: SURFACE MOTION
 KK0216
 KK0216  HISTORY     - Date     Condition        Report By
 KK0216  HISTORY     - 1952     MONUMENTED       CGS
 KK0216
 KK0216                          STATION DESCRIPTION
 KK0216
 KK0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0216'1.4 MI N FROM EASTONVILLE.
 KK0216'0.75 MILE EAST ALONG STATE HIGHWAY 50 FROM THE GRADE SCHOOL AT
 KK0216'EASTONVILLE, THENCE 0.6 MILE NORTH ALONG STATE HIGHWAY 217, 200
 KK0216'YARDS NORTHEAST OF A SMALL LAKE, 110 FEET SOUTH OF THE CENTER LINE
 KK0216'OF A DIRT ROAD LEADING EAST, 60 FEET EAST OF THE CENTER LINE OF
 KK0216'THE HIGHWAY. 36 FEET SOUTHEAST OF A POWER POLE. 3 FEET NORTH OF A
 KK0216'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 KK0216'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0294 ***********************************************************************
 LM0294  DESIGNATION -  F 296
 LM0294  PID         -  LM0294
 LM0294  STATE/COUNTY-  CO/GRAND
 LM0294  USGS QUAD   -  LAKE AGNES (1956)
 LM0294
 LM0294                         *CURRENT SURVEY CONTROL
 LM0294  ___________________________________________________________________
 LM0294* NAD 83(1986)-  40 20 36.     (N)    106 33 05.     (W)     SCALED    
 LM0294* NAVD 88     -      2496.267  (meters)    8189.84   (feet)  ADJUSTED  
 LM0294  ___________________________________________________________________
 LM0294  GEOID HEIGHT-         -12.09  (meters)                     GEOID03
 LM0294  DYNAMIC HT  -        2493.574 (meters)    8181.00  (feet)  COMP
 LM0294  MODELED GRAV-     979,456.3   (mgal)                       NAVD 88
 LM0294
 LM0294  VERT ORDER  -  SECOND    CLASS 0
 LM0294
 LM0294.The horizontal coordinates were scaled from a topographic map and have
 LM0294.an estimated accuracy of +/- 6 seconds.
 LM0294
 LM0294.The orthometric height was determined by differential leveling
 LM0294.and adjusted by the National Geodetic Survey in June 1991..
 LM0294
 LM0294.The geoid height was determined by GEOID03.
 LM0294
 LM0294.The dynamic height is computed by dividing the NAVD 88
 LM0294.geopotential number by the normal gravity value computed on the
 LM0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0294.degrees latitude (g = 980.6199 gals.).
 LM0294
 LM0294.The modeled gravity was interpolated from observed gravity values.
 LM0294
 LM0294;                    North         East    Units  Estimated Accuracy
 LM0294;SPC CO N     -   417,470.      825,080.      MT  (+/- 180 meters Scaled)
 LM0294
 LM0294                          SUPERSEDED SURVEY CONTROL
 LM0294
 LM0294  NGVD 29 (??/??/92) 2494.894  (m)         8185.33   (f) ADJ UNCH    2 0
 LM0294
 LM0294.Superseded values are not recommended for survey control.
 LM0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0294.See file dsdata.txt to determine how the superseded data were derived.
 LM0294
 LM0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE682670(NAD 83)
 LM0294_MARKER: DB = BENCH MARK DISK
 LM0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0294_STAMPING: F 296 1951
 LM0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0294+STABILITY: SURFACE MOTION
 LM0294
 LM0294  HISTORY     - Date     Condition        Report By
 LM0294  HISTORY     - 1951     MONUMENTED       CGS
 LM0294
 LM0294                          STATION DESCRIPTION
 LM0294
 LM0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LM0294'23.6 MI NW FROM KREMMLING.
 LM0294'23.6 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LM0294'KREMMLING, 0.15 MILE NORTHWEST OF A FARM ROAD LEADING SOUTHWEST, AT A
 LM0294'T FENCE CORNER, 68 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 LM0294'1.4 FEET NORTHEAST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 LM0294'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0210 ***********************************************************************
 LM0210  DESIGNATION -  F 297
 LM0210  PID         -  LM0210
 LM0210  STATE/COUNTY-  CO/GRAND
 LM0210  USGS QUAD   -  KREMMLING (1981)
 LM0210
 LM0210                         *CURRENT SURVEY CONTROL
 LM0210  ___________________________________________________________________
 LM0210* NAD 83(1986)-  40 04 19.     (N)    106 24 28.     (W)     SCALED    
 LM0210* NAVD 88     -      2254.706  (meters)    7397.31   (feet)  ADJUSTED  
 LM0210  ___________________________________________________________________
 LM0210  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 LM0210  DYNAMIC HT  -        2252.304 (meters)    7389.43  (feet)  COMP
 LM0210  MODELED GRAV-     979,479.9   (mgal)                       NAVD 88
 LM0210
 LM0210  VERT ORDER  -  SECOND    CLASS 0
 LM0210
 LM0210.The horizontal coordinates were scaled from a topographic map and have
 LM0210.an estimated accuracy of +/- 6 seconds.
 LM0210
 LM0210.The orthometric height was determined by differential leveling
 LM0210.and adjusted by the National Geodetic Survey in June 1991..
 LM0210
 LM0210.The geoid height was determined by GEOID03.
 LM0210
 LM0210.The dynamic height is computed by dividing the NAVD 88
 LM0210.geopotential number by the normal gravity value computed on the
 LM0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0210.degrees latitude (g = 980.6199 gals.).
 LM0210
 LM0210.The modeled gravity was interpolated from observed gravity values.
 LM0210
 LM0210;                    North         East    Units  Estimated Accuracy
 LM0210;SPC CO N     -   387,210.      836,970.      MT  (+/- 180 meters Scaled)
 LM0210
 LM0210                          SUPERSEDED SURVEY CONTROL
 LM0210
 LM0210  NGVD 29 (??/??/92) 2253.398  (m)         7393.02   (f) ADJ UNCH    2 0
 LM0210
 LM0210.Superseded values are not recommended for survey control.
 LM0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0210.See file dsdata.txt to determine how the superseded data were derived.
 LM0210
 LM0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE799366(NAD 83)
 LM0210_MARKER: DB = BENCH MARK DISK
 LM0210_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0210_SP_SET: CULVERT
 LM0210_STAMPING: F 297 1951
 LM0210_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0210
 LM0210  HISTORY     - Date     Condition        Report By
 LM0210  HISTORY     - 1951     MONUMENTED       CGS
 LM0210
 LM0210                          STATION DESCRIPTION
 LM0210
 LM0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LM0210'1.2 MI NW FROM KREMMLING.
 LM0210'1.2 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LM0210'KREMMLING, 18 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 LM0210'BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF THE
 LM0210'NORTHEAST HEADWALL OF A 10 FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0046 ***********************************************************************
 KL0046  DESIGNATION -  F 298
 KL0046  PID         -  KL0046
 KL0046  STATE/COUNTY-  CO/SUMMIT
 KL0046  USGS QUAD   -  WILLOW LAKES (1987)
 KL0046
 KL0046                         *CURRENT SURVEY CONTROL
 KL0046  ___________________________________________________________________
 KL0046* NAD 83(1986)-  39 43 33.     (N)    106 08 06.     (W)     SCALED    
 KL0046* NAVD 88     -      2594.171  (meters)    8511.04   (feet)  ADJUSTED  
 KL0046  ___________________________________________________________________
 KL0046  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 KL0046  DYNAMIC HT  -        2591.034 (meters)    8500.75  (feet)  COMP
 KL0046  MODELED GRAV-     979,324.0   (mgal)                       NAVD 88
 KL0046
 KL0046  VERT ORDER  -  SECOND    CLASS 0
 KL0046
 KL0046.The horizontal coordinates were scaled from a topographic map and have
 KL0046.an estimated accuracy of +/- 6 seconds.
 KL0046
 KL0046.The orthometric height was determined by differential leveling
 KL0046.and adjusted by the National Geodetic Survey in June 1991..
 KL0046
 KL0046.The geoid height was determined by GEOID03.
 KL0046
 KL0046.The dynamic height is computed by dividing the NAVD 88
 KL0046.geopotential number by the normal gravity value computed on the
 KL0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0046.degrees latitude (g = 980.6199 gals.).
 KL0046
 KL0046.The modeled gravity was interpolated from observed gravity values.
 KL0046
 KL0046;                    North         East    Units  Estimated Accuracy
 KL0046;SPC CO C     -   515,080.      859,960.      MT  (+/- 180 meters Scaled)
 KL0046
 KL0046                          SUPERSEDED SURVEY CONTROL
 KL0046
 KL0046  NGVD 29 (??/??/92) 2592.592  (m)         8505.86   (f) ADJ UNCH    2 0
 KL0046
 KL0046.Superseded values are not recommended for survey control.
 KL0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0046.See file dsdata.txt to determine how the superseded data were derived.
 KL0046
 KL0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD027979(NAD 83)
 KL0046_MARKER: DD = SURVEY DISK
 KL0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0046_MARK LOGO: CODH  
 KL0046_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0046+STABILITY: SURFACE MOTION
 KL0046
 KL0046  HISTORY     - Date     Condition        Report By
 KL0046  HISTORY     - UNK      MONUMENTED       CODH
 KL0046  HISTORY     - 1951     GOOD             NGS
 KL0046  HISTORY     - 19930908 GOOD             CODOT
 KL0046
 KL0046                          STATION DESCRIPTION
 KL0046
 KL0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KL0046'9.05 MI NW FROM DILLON.
 KL0046'9.05 MILES NORTHWEST ALONG STATE HIGHWAY 9 FROM THE PUBLIC SCHOOL AT
 KL0046'DILLON, 185 YARDS SOUTH OF THE CENTER OF THE ENTRANCE TO A ROADSIDE
 KL0046'PARK, 0.35 MILE NORTHWEST OF AN ARAPAHO NATIONAL FOREST BOUNDARY SIGN,
 KL0046'310 FEET SOUTHEAST OF A POWER POLE, 79 FEET SOUTHWEST OF THE CENTER
 KL0046'LINE OF THE HIGHWAY, 53 FEET SOUTHWEST OF THE SOUTHWEST END OF A
 KL0046'CORRUGATE IRON PIPE CULVERT, 1.5 FEET SOUTHWEST OF A FENCE, 2 FEET
 KL0046'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 KL0046'PROJECTS 0.8 FOOT ABOVE THE GROUND.  NOTE-- THERE IS NO STAMPING ON
 KL0046'THIS MARK.  THIS DESIGNATION WAS GIVEN IT BY THIS PARTY IN 1951 BUT
 KL0046'WAS NOT STAMPED ON THE DISK.  NOTE-- 78 FEET SOUTHWEST OF THE
 KL0046'CENTERLINE OF THE HIGHWAY AND 13.1 FEET HIGHER.  67 FEET NORTHWEST OF
 KL0046'THE CENTERLINE OF THE DRAINAGE DITCH AND 2.4 FEET LOWER.  AND 65 FEET
 KL0046'NORTHEAST OF THE NORTHEAST EDGE OF THE TREE LINE AND 12.9 FEET LOWER.
 KL0046
 KL0046                          STATION RECOVERY (1993)
 KL0046
 KL0046'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1993 (KW)
 KL0046'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0204 ***********************************************************************
 LM0204  DESIGNATION -  F 299
 LM0204  PID         -  LM0204
 LM0204  STATE/COUNTY-  CO/GRAND
 LM0204  USGS QUAD   -  JUNCTION BUTTE (1980)
 LM0204
 LM0204                         *CURRENT SURVEY CONTROL
 LM0204  ___________________________________________________________________
 LM0204* NAD 83(1986)-  40 02 33.     (N)    106 22 20.     (W)     SCALED    
 LM0204* NAVD 88     -      2240.589  (meters)    7351.00   (feet)  ADJUSTED  
 LM0204  ___________________________________________________________________
 LM0204  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 LM0204  DYNAMIC HT  -        2238.191 (meters)    7343.13  (feet)  COMP
 LM0204  MODELED GRAV-     979,475.4   (mgal)                       NAVD 88
 LM0204
 LM0204  VERT ORDER  -  SECOND    CLASS 0
 LM0204
 LM0204.The horizontal coordinates were scaled from a topographic map and have
 LM0204.an estimated accuracy of +/- 6 seconds.
 LM0204
 LM0204.The orthometric height was determined by differential leveling
 LM0204.and adjusted by the National Geodetic Survey in June 1991..
 LM0204
 LM0204.The geoid height was determined by GEOID03.
 LM0204
 LM0204.The dynamic height is computed by dividing the NAVD 88
 LM0204.geopotential number by the normal gravity value computed on the
 LM0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0204.degrees latitude (g = 980.6199 gals.).
 LM0204
 LM0204.The modeled gravity was interpolated from observed gravity values.
 LM0204
 LM0204;                    North         East    Units  Estimated Accuracy
 LM0204;SPC CO N     -   383,910.      839,970.      MT  (+/- 180 meters Scaled)
 LM0204
 LM0204                          SUPERSEDED SURVEY CONTROL
 LM0204
 LM0204  NGVD 29 (??/??/92) 2239.276  (m)         7346.69   (f) ADJ UNCH    2 0
 LM0204
 LM0204.Superseded values are not recommended for survey control.
 LM0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0204.See file dsdata.txt to determine how the superseded data were derived.
 LM0204
 LM0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE829333(NAD 83)
 LM0204_MARKER: DB = BENCH MARK DISK
 LM0204_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LM0204_SP_SET: BRIDGE
 LM0204_STAMPING: F 299 1951
 LM0204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LM0204
 LM0204  HISTORY     - Date     Condition        Report By
 LM0204  HISTORY     - 1951     MONUMENTED       CGS
 LM0204  HISTORY     - 1984     GOOD             LOCSUR
 LM0204
 LM0204                          STATION DESCRIPTION
 LM0204
 LM0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LM0204'2.35 MI SE FROM KREMMLING.
 LM0204'2.35 MILES SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 LM0204'KREMMLING, 15 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN
 LM0204'THE TOP OF THE EAST WINGWALL OF A CONCRETE BRIDGE OVER THE COLORADO
 LM0204'RIVER, 2 FEET NORTHWEST OF THE SOUTHEAST END OF THE WINGWALL.
 LM0204
 LM0204                          STATION RECOVERY (1984)
 LM0204
 LM0204'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 LM0204'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0325 ***********************************************************************
 LL0325  DESIGNATION -  F 3
 LL0325  PID         -  LL0325
 LL0325  STATE/COUNTY-  CO/WELD
 LL0325  USGS QUAD   -  CARR EAST (1972)
 LL0325
 LL0325                         *CURRENT SURVEY CONTROL
 LL0325  ___________________________________________________________________
 LL0325* NAD 83(1986)-  40 54 01.     (N)    104 52 31.     (W)     SCALED    
 LL0325* NAVD 88     -      1739.336  (meters)    5706.47   (feet)  ADJUSTED  
 LL0325  ___________________________________________________________________
 LL0325  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 LL0325  DYNAMIC HT  -        1737.839 (meters)    5701.56  (feet)  COMP
 LL0325  MODELED GRAV-     979,702.0   (mgal)                       NAVD 88
 LL0325
 LL0325  VERT ORDER  -  FIRST     CLASS II
 LL0325
 LL0325.The horizontal coordinates were scaled from a topographic map and have
 LL0325.an estimated accuracy of +/- 6 seconds.
 LL0325
 LL0325.The orthometric height was determined by differential leveling
 LL0325.and adjusted by the National Geodetic Survey in June 1991..
 LL0325
 LL0325.The geoid height was determined by GEOID03.
 LL0325
 LL0325.The dynamic height is computed by dividing the NAVD 88
 LL0325.geopotential number by the normal gravity value computed on the
 LL0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0325.degrees latitude (g = 980.6199 gals.).
 LL0325
 LL0325.The modeled gravity was interpolated from observed gravity values.
 LL0325
 LL0325;                    North         East    Units  Estimated Accuracy
 LL0325;SPC CO N     -   478,970.      967,040.      MT  (+/- 180 meters Scaled)
 LL0325
 LL0325                          SUPERSEDED SURVEY CONTROL
 LL0325
 LL0325  NGVD 29 (??/??/92) 1738.347  (m)         5703.23   (f) ADJ UNCH    1 2
 LL0325
 LL0325.Superseded values are not recommended for survey control.
 LL0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0325.See file dsdata.txt to determine how the superseded data were derived.
 LL0325
 LL0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF105276(NAD 83)
 LL0325_MARKER: H = DRILL HOLE
 LL0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0325_SP_SET: STONE
 LL0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0325+STABILITY: SURFACE MOTION
 LL0325
 LL0325  HISTORY     - Date     Condition        Report By
 LL0325  HISTORY     - UNK      MONUMENTED       CGS
 LL0325  HISTORY     - 1956     GOOD             NGS
 LL0325
 LL0325                          STATION DESCRIPTION
 LL0325
 LL0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0325'0.1 MI N FROM CARR.
 LL0325'0.1 MILE NORTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LL0325'AT CARR, 40.2 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 53
 LL0325'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE SECTION FOREMANS HOUSE,
 LL0325'18 FEET SOUTH OF A 26 INCH POPLAR TREE, 8 FEET WEST OF A WITNESS
 LL0325'POST, 2.8 FEET WEST OF A BOARD FENCE, IN THE TOP OF A STONE POST
 LL0325'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND, IN SECTION 22 TOWNSHIP
 LL0325'11 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0485 ***********************************************************************
 LL0485  DESIGNATION -  F 3
 LL0485  PID         -  LL0485
 LL0485  STATE/COUNTY-  CO/LARIMER
 LL0485  USGS QUAD   -  FORT COLLINS (1984)
 LL0485
 LL0485                         *CURRENT SURVEY CONTROL
 LL0485  ___________________________________________________________________
 LL0485* NAD 83(1986)-  40 34 41.     (N)    105 04 52.     (W)     SCALED    
 LL0485* NAVD 88     -      1524.653  (meters)    5002.13   (feet)  ADJUSTED  
 LL0485  ___________________________________________________________________
 LL0485  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 LL0485  DYNAMIC HT  -        1523.369 (meters)    4997.92  (feet)  COMP
 LL0485  MODELED GRAV-     979,729.7   (mgal)                       NAVD 88
 LL0485
 LL0485  VERT ORDER  -  FIRST     CLASS II
 LL0485
 LL0485.The horizontal coordinates were scaled from a topographic map and have
 LL0485.an estimated accuracy of +/- 6 seconds.
 LL0485
 LL0485.The orthometric height was determined by differential leveling
 LL0485.and adjusted by the National Geodetic Survey in June 1991..
 LL0485.WARNING-Repeat measurements at this control monument indicate possible
 LL0485.vertical movement.
 LL0485
 LL0485.The geoid height was determined by GEOID03.
 LL0485
 LL0485.The dynamic height is computed by dividing the NAVD 88
 LL0485.geopotential number by the normal gravity value computed on the
 LL0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0485.degrees latitude (g = 980.6199 gals.).
 LL0485
 LL0485.The modeled gravity was interpolated from observed gravity values.
 LL0485
 LL0485;                    North         East    Units  Estimated Accuracy
 LL0485;SPC CO N     -   443,090.      949,870.      MT  (+/- 180 meters Scaled)
 LL0485
 LL0485                          SUPERSEDED SURVEY CONTROL
 LL0485
 LL0485  NGVD 29 (??/??/??) 1523.790  (m)         4999.30   (f) ADJUSTED    1 2
 LL0485
 LL0485.Superseded values are not recommended for survey control.
 LL0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0485.See file dsdata.txt to determine how the superseded data were derived.
 LL0485
 LL0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE931919(NAD 83)
 LL0485_MARKER: DD = SURVEY DISK
 LL0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0485_MARK LOGO: COGS  
 LL0485_PROJECTION: FLUSH
 LL0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0485+STABILITY: SURFACE MOTION
 LL0485
 LL0485  HISTORY     - Date     Condition        Report By
 LL0485  HISTORY     - UNK      MONUMENTED       COGS
 LL0485  HISTORY     - 1934     GOOD             NGS
 LL0485  HISTORY     - 1954     GOOD             NGS
 LL0485  HISTORY     - 1984     GOOD             NGS
 LL0485  HISTORY     - 1984     GOOD             NGS
 LL0485
 LL0485                          STATION DESCRIPTION
 LL0485
 LL0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LL0485'IN FT COLLINS.
 LL0485'IN FT. COLLINS, LARIMER COUNTY, COLORADO, ON NORTH EDGE OF THE
 LL0485'CAMPUS OF COLORADO AGRICULTURAL COLLEGE, ON LAUREL ST., 180 FEET
 LL0485'WEST OF CENTERLINE OF HOWES STREET (AND NORTH ENTRANCE TO CAMPUS),
 LL0485'33 FEET SOUTH OF CENTERLINE OF LAUREL ST., 3 FEET SOUTH OF SOUTH
 LL0485'CURB LINE, TABLET IN CONCRETE POST, FLUSH WITH SURFACE OF GROUND.
 LL0485
 LL0485                          STATION RECOVERY (1954)
 LL0485
 LL0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 LL0485'RECOVERED IN GOOD CONDITION.
 LL0485
 LL0485                          STATION RECOVERY (1984)
 LL0485
 LL0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0485'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN FORT
 LL0485'COLLINS, AT THE INTERSECTION OF HOWE AND LAUREL STREETS, 54.9 METERS
 LL0485'(180.1 FT) WEST OF THE CENTERLINE OF HOWE STREET, 10.1 METERS
 LL0485'(33.1 FT) SOUTH OF THE CENTERLINE OF LAUREL STREET, 2.1 METERS
 LL0485'(6.9 FT) NORTH OF THE NORTH EDGE OF A SIDEWALK, 2.0 METERS (6.6 FT)
 LL0485'EAST OF THE CENTER OF A 36-INCH ELM TREE, AND 1.1 METERS (3.6 FT)
 LL0485'SOUTH OF THE SOUTH CURB OF LAUREL STREET.  NOTE--THE DISK IS
 LL0485'UNSTAMPED.
 LL0485'THE MARK IS ABOVE LEVEL WITH LAUREL STREET.
 LL0485
 LL0485                          STATION RECOVERY (1984)
 LL0485
 LL0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0054 ***********************************************************************
 HL0054  DESIGNATION -  F 30
 HL0054  PID         -  HL0054
 HL0054  STATE/COUNTY-  CO/CONEJOS
 HL0054  USGS QUAD   -  ANTONITO (1967)
 HL0054
 HL0054                         *CURRENT SURVEY CONTROL
 HL0054  ___________________________________________________________________
 HL0054* NAD 83(1986)-  37 03 32.     (N)    106 01 52.     (W)     SCALED    
 HL0054* NAVD 88     -      2420.223  (meters)    7940.35   (feet)  ADJUSTED  
 HL0054  ___________________________________________________________________
 HL0054  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 HL0054  DYNAMIC HT  -        2416.960 (meters)    7929.64  (feet)  COMP
 HL0054  MODELED GRAV-     979,195.1   (mgal)                       NAVD 88
 HL0054
 HL0054  VERT ORDER  -  FIRST     CLASS II
 HL0054
 HL0054.The horizontal coordinates were scaled from a topographic map and have
 HL0054.an estimated accuracy of +/- 6 seconds.
 HL0054
 HL0054.The orthometric height was determined by differential leveling
 HL0054.and adjusted by the National Geodetic Survey in June 1991..
 HL0054
 HL0054.The geoid height was determined by GEOID03.
 HL0054
 HL0054.The dynamic height is computed by dividing the NAVD 88
 HL0054.geopotential number by the normal gravity value computed on the
 HL0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0054.degrees latitude (g = 980.6199 gals.).
 HL0054
 HL0054.The modeled gravity was interpolated from observed gravity values.
 HL0054
 HL0054;                    North         East    Units  Estimated Accuracy
 HL0054;SPC CO S     -   348,470.      867,160.      MT  (+/- 180 meters Scaled)
 HL0054
 HL0054                          SUPERSEDED SURVEY CONTROL
 HL0054
 HL0054  NGVD 29 (??/??/92) 2418.953  (m)         7936.18   (f) ADJ UNCH    1 2
 HL0054
 HL0054.Superseded values are not recommended for survey control.
 HL0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0054.See file dsdata.txt to determine how the superseded data were derived.
 HL0054
 HL0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB083019(NAD 83)
 HL0054_MARKER: DB = BENCH MARK DISK
 HL0054_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HL0054_STAMPING: F 30 1934
 HL0054_MARK LOGO: CGS   
 HL0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0054+STABILITY: SURFACE MOTION
 HL0054
 HL0054  HISTORY     - Date     Condition        Report By
 HL0054  HISTORY     - 1934     MONUMENTED       CGS
 HL0054  HISTORY     - 1984     GOOD             NGS
 HL0054
 HL0054                          STATION DESCRIPTION
 HL0054
 HL0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0054'1.8 MI W FROM ANTONITO.
 HL0054'1.8 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 HL0054'ANTONITO, CONEJOS COUNTY, 72 FEET SOUTH OF MILEPOST 282, AT AN
 HL0054'IRRIGATION CULVERT UNDER THE TRACK, IN THE TOP OF THE HEAD WALL, AND
 HL0054'11 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 HL0054'STAMPED F 30 1934.
 HL0054
 HL0054                          STATION RECOVERY (1984)
 HL0054
 HL0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HL0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1109 ***********************************************************************
 KK1109  DESIGNATION -  F 300
 KK1109  PID         -  KK1109
 KK1109  STATE/COUNTY-  CO/SUMMIT
 KK1109  USGS QUAD   -  LOVELAND PASS (1987)
 KK1109
 KK1109                         *CURRENT SURVEY CONTROL
 KK1109  ___________________________________________________________________
 KK1109* NAD 83(1986)-  39 38 18.     (N)    105 53 15.     (W)     SCALED    
 KK1109* NAVD 88     -      3212.663  (meters)   10540.21   (feet)  ADJUSTED  
 KK1109  ___________________________________________________________________
 KK1109  GEOID HEIGHT-         -12.35  (meters)                     GEOID03
 KK1109  DYNAMIC HT  -        3208.447 (meters)   10526.38  (feet)  COMP
 KK1109  MODELED GRAV-     979,196.6   (mgal)                       NAVD 88
 KK1109
 KK1109  VERT ORDER  -  SECOND    CLASS 0
 KK1109
 KK1109.The horizontal coordinates were scaled from a topographic map and have
 KK1109.an estimated accuracy of +/- 6 seconds.
 KK1109
 KK1109.The orthometric height was determined by differential leveling
 KK1109.and adjusted by the National Geodetic Survey in June 1991..
 KK1109
 KK1109.The geoid height was determined by GEOID03.
 KK1109
 KK1109.The dynamic height is computed by dividing the NAVD 88
 KK1109.geopotential number by the normal gravity value computed on the
 KK1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1109.degrees latitude (g = 980.6199 gals.).
 KK1109
 KK1109.The modeled gravity was interpolated from observed gravity values.
 KK1109
 KK1109;                    North         East    Units  Estimated Accuracy
 KK1109;SPC CO C     -   505,250.      881,140.      MT  (+/- 180 meters Scaled)
 KK1109
 KK1109                          SUPERSEDED SURVEY CONTROL
 KK1109
 KK1109  NGVD 29 (??/??/92) 3210.857  (m)        10534.29   (f) ADJ UNCH    2 0
 KK1109
 KK1109.Superseded values are not recommended for survey control.
 KK1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1109.See file dsdata.txt to determine how the superseded data were derived.
 KK1109
 KK1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD238879(NAD 83)
 KK1109_MARKER: DB = BENCH MARK DISK
 KK1109_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK1109_SP_SET: CULVERT
 KK1109_STAMPING: F 300 1951
 KK1109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1109
 KK1109  HISTORY     - Date     Condition        Report By
 KK1109  HISTORY     - 1951     MONUMENTED       CGS
 KK1109
 KK1109                          STATION DESCRIPTION
 KK1109
 KK1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK1109'10.4 MI E FROM DILLON.
 KK1109'10.45 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE PUBLIC SCHOOL AT
 KK1109'DILLON, 28 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET
 KK1109'IN THE CENTER OF THE TOP OF THE NORTHWEST HEADWALL OF A 3X6 FOOT
 KK1109'CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1142 ***********************************************************************
 KK1142  DESIGNATION -  F 301
 KK1142  PID         -  KK1142
 KK1142  STATE/COUNTY-  CO/CLEAR CREEK
 KK1142  USGS QUAD   -  GEORGETOWN (1974)
 KK1142
 KK1142                         *CURRENT SURVEY CONTROL
 KK1142  ___________________________________________________________________
 KK1142* NAD 83(1986)-  39 41 55.     (N)    105 42 54.     (W)     SCALED    
 KK1142* NAVD 88     -      2739.165  (meters)    8986.74   (feet)  ADJUSTED  
 KK1142  ___________________________________________________________________
 KK1142  GEOID HEIGHT-         -12.34  (meters)                     GEOID03
 KK1142  DYNAMIC HT  -        2735.778 (meters)    8975.63  (feet)  COMP
 KK1142  MODELED GRAV-     979,291.3   (mgal)                       NAVD 88
 KK1142
 KK1142  VERT ORDER  -  SECOND    CLASS 0
 KK1142
 KK1142.The horizontal coordinates were scaled from a topographic map and have
 KK1142.an estimated accuracy of +/- 6 seconds.
 KK1142
 KK1142.The orthometric height was determined by differential leveling
 KK1142.and adjusted by the National Geodetic Survey in June 1991..
 KK1142
 KK1142.The geoid height was determined by GEOID03.
 KK1142
 KK1142.The dynamic height is computed by dividing the NAVD 88
 KK1142.geopotential number by the normal gravity value computed on the
 KK1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1142.degrees latitude (g = 980.6199 gals.).
 KK1142
 KK1142.The modeled gravity was interpolated from observed gravity values.
 KK1142
 KK1142;                    North         East    Units  Estimated Accuracy
 KK1142;SPC CO C     -   511,890.      895,960.      MT  (+/- 180 meters Scaled)
 KK1142
 KK1142                          SUPERSEDED SURVEY CONTROL
 KK1142
 KK1142  NGVD 29 (??/??/92) 2737.537  (m)         8981.40   (f) ADJ UNCH    2 0
 KK1142
 KK1142.Superseded values are not recommended for survey control.
 KK1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1142.See file dsdata.txt to determine how the superseded data were derived.
 KK1142
 KK1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD387945(NAD 83)
 KK1142_MARKER: DB = BENCH MARK DISK
 KK1142_SETTING: 66 = SET IN ROCK OUTCROP
 KK1142_SP_SET: CLIFF
 KK1142_STAMPING: F 301 1951
 KK1142_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1142+STABILITY: POSITION/ELEVATION WELL
 KK1142
 KK1142  HISTORY     - Date     Condition        Report By
 KK1142  HISTORY     - 1951     MONUMENTED       CGS
 KK1142
 KK1142                          STATION DESCRIPTION
 KK1142
 KK1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK1142'0.7 MI NE FROM SILVER PLUME.
 KK1142'0.7 MILE NORTHEAST ALONG U.S. HIGHWAY 6 FROM THE BUCKLEY STORE
 KK1142'AT SILVER PLUME, 180 FEET NORTHEAST OF A 6X8 FOOT HOLE IN THE
 KK1142'SOUTHEAST FACE OF A ROCK WALL, 24.4 FEET NORTHWEST OF THE CENTER
 KK1142'LINE OF THE HIGHWAY, 5 FEET ABOVE A DITCH, SET VERTICALLY IN THE
 KK1142'SOUTHEAST FACE OF A ROCK CLIFF.  0.7 MILE SOUTHWEST OF BENCH MARK G
 KK1142'301.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0121 ***********************************************************************
 KL0121  DESIGNATION -  F 302
 KL0121  PID         -  KL0121
 KL0121  STATE/COUNTY-  CO/PARK
 KL0121  USGS QUAD   -  ALMA (1970)
 KL0121
 KL0121                         *CURRENT SURVEY CONTROL
 KL0121  ___________________________________________________________________
 KL0121* NAD 83(1992)-  39 17 41.34880(N)    106 03 55.87369(W)     ADJUSTED  
 KL0121* NAVD 88     -      3166.006  (meters)   10387.14   (feet)  ADJUSTED  
 KL0121  ___________________________________________________________________
 KL0121  X           -  -1,368,490.501 (meters)                     COMP
 KL0121  Y           -  -4,751,977.587 (meters)                     COMP
 KL0121  Z           -   4,019,697.092 (meters)                     COMP
 KL0121  LAPLACE CORR-          -4.95  (seconds)                    DEFLEC99
 KL0121  ELLIP HEIGHT-        3153.18  (meters)          (12/03/02) GPS OBS
 KL0121  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 KL0121  DYNAMIC HT  -        3161.754 (meters)   10373.19  (feet)  COMP
 KL0121  MODELED GRAV-     979,168.7   (mgal)                       NAVD 88
 KL0121
 KL0121  HORZ ORDER  -  FIRST
 KL0121  VERT ORDER  -  FIRST     CLASS II
 KL0121  ELLP ORDER  -  FOURTH    CLASS II
 KL0121
 KL0121.The horizontal coordinates were established by GPS observations
 KL0121.and adjusted by the National Geodetic Survey in December 1998..
 KL0121
 KL0121.The orthometric height was determined by differential leveling
 KL0121.and adjusted by the National Geodetic Survey in June 1991..
 KL0121
 KL0121.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KL0121
 KL0121.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0121
 KL0121.The ellipsoidal height was determined by GPS observations
 KL0121.and is referenced to NAD 83.
 KL0121
 KL0121.The geoid height was determined by GEOID03.
 KL0121
 KL0121.The dynamic height is computed by dividing the NAVD 88
 KL0121.geopotential number by the normal gravity value computed on the
 KL0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0121.degrees latitude (g = 980.6199 gals.).
 KL0121
 KL0121.The modeled gravity was interpolated from observed gravity values.
 KL0121
 KL0121;                    North         East     Units Scale Factor Converg.
 KL0121;SPC CO C     -   467,188.902   865,619.938   MT  0.99994161   -0 21 24.0
 KL0121;SPC CO C     - 1,532,768.92  2,839,954.75   sFT  0.99994161   -0 21 24.0
 KL0121;UTM  13      - 4,350,034.916   408,117.771   MT  0.99970395   -0 40 29.5
 KL0121
 KL0121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0121!SPC CO C     -   0.99950554  x   0.99994161  =   0.99944718
 KL0121!UTM  13      -   0.99950554  x   0.99970395  =   0.99920964
 KL0121
 KL0121                          SUPERSEDED SURVEY CONTROL
 KL0121
 KL0121  ELLIP H (12/08/98) 3153.18   (m)                       GP(       ) 3 1
 KL0121  NAVD 88 (12/08/98) 3166.01   (m)        10387.2    (f) LEVELING    3  
 KL0121  NGVD 29 (??/??/92) 3164.169  (m)        10381.11   (f) ADJ UNCH    1 2
 KL0121
 KL0121.Superseded values are not recommended for survey control.
 KL0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0121.See file dsdata.txt to determine how the superseded data were derived.
 KL0121
 KL0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD0811850035(NAD 83)
 KL0121_MARKER: DB = BENCH MARK DISK
 KL0121_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KL0121_SP_SET: HEADWALL OF BOX CULVERT
 KL0121_STAMPING: F 302 1951
 KL0121_MARK LOGO: CGS   
 KL0121_PROJECTION: FLUSH
 KL0121_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0121+STABILITY: SURFACE MOTION
 KL0121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KL0121+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1998
 KL0121
 KL0121  HISTORY     - Date     Condition        Report By
 KL0121  HISTORY     - 1951     MONUMENTED       CGS
 KL0121  HISTORY     - 1959     GOOD             NGS
 KL0121  HISTORY     - 19980724 GOOD             CODOT
 KL0121  HISTORY     - 20020902 GOOD             GEOCAC
 KL0121
 KL0121                          STATION DESCRIPTION
 KL0121
 KL0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0121'0.75 MI N FROM ALMA.
 KL0121'0.75 MILE NORTH ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT ALMA,
 KL0121'0.15 MILE NORTH OF A JUNCTION WITH A GRAVELED ROAD LEADING NORTHWEST,
 KL0121'19 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 KL0121'SOUTH END OF THE EAST HEADWALL OF A 21 FOOT CONCRETE BRIDGE OVER
 KL0121'PLATTE GULCH CREEK.
 KL0121
 KL0121                          STATION RECOVERY (1959)
 KL0121
 KL0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KL0121'RECOVERED IN GOOD CONDITION.
 KL0121
 KL0121                          STATION RECOVERY (1998)
 KL0121
 KL0121'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (KAW)
 KL0121'THE STATION WILL BE USED DURING A CHARN DENSIFICATION PROJECT  THE
 KL0121'STATION IS LOCATED APPROXIMATELY 0.8 MI (1.3 KM) NORTH OF ALMA AT
 KL0121'STATE HIGHWAY 9 (SH 9) MILEPOST 71.5 IN THE SW 1/4, SECTION 1, T 9 S,
 KL0121'R 78 W, 6TH P.M  OWNERSHIP-- CODOT  TO REACH THE STATION FROM THE
 KL0121'INTERSECTION OF SH 9 AND BUCKSKIN STREET IN ALMA, PROCEED NORTH ON SH
 KL0121'9 FOR 0.8 MI (1.3 KM) TO THE STATION ON THE RIGHT  THE STATION IS A
 KL0121'BRASS USCGS BENCHMARK DISK SET IN THE SOUTH END OF THE EAST HEADWALL
 KL0121'(STRUCTURE G-12-C) OF A BOX CULVERT OVER THE SOUTH PLATTE RIVER.  IT
 KL0121'IS 0.1 MI (0.2 KM) NORTH OF THE JUNCTION OF SH 9 AND PARK COUNTY ROAD
 KL0121'6, 5.9 M (19.4 FT) EAST OF THE CENTER OF SH 9, 0.9 M (3.0 FT) NORTH OF
 KL0121'A FIBERGLASS NGS WITNESS POST, 0.8 M (2.6 FT) NORTHEAST OF A 3-BUTTON
 KL0121'DELINEATOR, 0.8 M (2.6 FT) NORTHEAST OF STRUCTURE G-12-C SIGN, 0.3 M
 KL0121'(1.0 FT) NORTHEAST FROM THE SOUTH END OF THE HEADWALL AND 0.4 M (1.3
 KL0121'FT) BELOW THE HIGHWAY GRADE  DESCRIPTION BY K A WILLIAMS, CODOT
 KL0121
 KL0121                          STATION RECOVERY (2002)
 KL0121
 KL0121'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 KL0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0864 ***********************************************************************
 KK0864  DESIGNATION -  F 303
 KK0864  PID         -  KK0864
 KK0864  STATE/COUNTY-  CO/PARK
 KK0864  USGS QUAD   -  MILLIGAN LAKES (1957)
 KK0864
 KK0864                         *CURRENT SURVEY CONTROL
 KK0864  ___________________________________________________________________
 KK0864* NAD 83(1986)-  39 19 28.     (N)    105 52 27.     (W)     SCALED    
 KK0864* NAVD 88     -      2971.861  (meters)    9750.18   (feet)  ADJUSTED  
 KK0864  ___________________________________________________________________
 KK0864  GEOID HEIGHT-         -13.06  (meters)                     GEOID03
 KK0864  DYNAMIC HT  -        2968.042 (meters)    9737.65  (feet)  COMP
 KK0864  MODELED GRAV-     979,233.8   (mgal)                       NAVD 88
 KK0864
 KK0864  VERT ORDER  -  FIRST     CLASS II
 KK0864
 KK0864.The horizontal coordinates were scaled from a topographic map and have
 KK0864.an estimated accuracy of +/- 6 seconds.
 KK0864
 KK0864.The orthometric height was determined by differential leveling
 KK0864.and adjusted by the National Geodetic Survey in June 1991..
 KK0864
 KK0864.The geoid height was determined by GEOID03.
 KK0864
 KK0864.The dynamic height is computed by dividing the NAVD 88
 KK0864.geopotential number by the normal gravity value computed on the
 KK0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0864.degrees latitude (g = 980.6199 gals.).
 KK0864
 KK0864.The modeled gravity was interpolated from observed gravity values.
 KK0864
 KK0864;                    North         East    Units  Estimated Accuracy
 KK0864;SPC CO C     -   470,390.      882,140.      MT  (+/- 180 meters Scaled)
 KK0864
 KK0864                          SUPERSEDED SURVEY CONTROL
 KK0864
 KK0864  NGVD 29 (??/??/92) 2970.184  (m)         9744.68   (f) ADJ UNCH    1 2
 KK0864
 KK0864.Superseded values are not recommended for survey control.
 KK0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0864.See file dsdata.txt to determine how the superseded data were derived.
 KK0864
 KK0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD246531(NAD 83)
 KK0864_MARKER: DB = BENCH MARK DISK
 KK0864_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0864_SP_SET: CULVERT
 KK0864_STAMPING: F 303 1951
 KK0864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0864
 KK0864  HISTORY     - Date     Condition        Report By
 KK0864  HISTORY     - 1951     MONUMENTED       CGS
 KK0864  HISTORY     - 1959     GOOD             DOD
 KK0864
 KK0864                          STATION DESCRIPTION
 KK0864
 KK0864'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0864'1.6 MI NE FROM COMO.
 KK0864'0.55 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE ABANDONED
 KK0864'COLORADO AND SOUTHERN RAILROAD STATION AT COMO, THENCE 1.05 MILES
 KK0864'NORTHEAST ALONG U.S. HIGHWAY 285, 0.65 MILE NORTHEAST OF THE MOST
 KK0864'EASTERLY ONE OF TWO GRAVELED ROADS LEADING TO COMO, 0.7 MILE
 KK0864'SOUTHWEST OF A WOODEN BRIDGE OVER TARRYALL CREEK, 21 FEET NORTHWEST
 KK0864'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST
 KK0864'END OF THE NORTHWEST HEADWALL OF A CONCRETE CULVERT.  NOTE--MARK
 KK0864'IS 307 FT. ENE FROM THE END OF THE SNOW FENCE AND 2.8 FT. LOWER.
 KK0864
 KK0864                          STATION RECOVERY (1959)
 KK0864
 KK0864'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KK0864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1062 ***********************************************************************
 KK1062  DESIGNATION -  F 304
 KK1062  PID         -  KK1062
 KK1062  STATE/COUNTY-  CO/CLEAR CREEK
 KK1062  USGS QUAD   -  GEORGETOWN (1974)
 KK1062
 KK1062                         *CURRENT SURVEY CONTROL
 KK1062  ___________________________________________________________________
 KK1062* NAD 83(1986)-  39 39 50.     (N)    105 42 16.     (W)     SCALED    
 KK1062* NAVD 88     -      3050.925  (meters)   10009.58   (feet)  ADJUSTED  
 KK1062  ___________________________________________________________________
 KK1062  GEOID HEIGHT-         -12.30  (meters)                     GEOID03
 KK1062  DYNAMIC HT  -        3047.110 (meters)    9997.06  (feet)  COMP
 KK1062  MODELED GRAV-     979,264.3   (mgal)                       NAVD 88
 KK1062
 KK1062  VERT ORDER  -  FIRST     CLASS II
 KK1062
 KK1062.The horizontal coordinates were scaled from a topographic map and have
 KK1062.an estimated accuracy of +/- 6 seconds.
 KK1062
 KK1062.The orthometric height was determined by differential leveling
 KK1062.and adjusted by the National Geodetic Survey in June 1991..
 KK1062
 KK1062.The geoid height was determined by GEOID03.
 KK1062
 KK1062.The dynamic height is computed by dividing the NAVD 88
 KK1062.geopotential number by the normal gravity value computed on the
 KK1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1062.degrees latitude (g = 980.6199 gals.).
 KK1062
 KK1062.The modeled gravity was interpolated from observed gravity values.
 KK1062
 KK1062;                    North         East    Units  Estimated Accuracy
 KK1062;SPC CO C     -   508,030.      896,860.      MT  (+/- 180 meters Scaled)
 KK1062
 KK1062                          SUPERSEDED SURVEY CONTROL
 KK1062
 KK1062  NGVD 29 (??/??/92) 3049.291  (m)        10004.22   (f) ADJ UNCH    1 2
 KK1062
 KK1062.Superseded values are not recommended for survey control.
 KK1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1062.See file dsdata.txt to determine how the superseded data were derived.
 KK1062
 KK1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD395906(NAD 83)
 KK1062_MARKER: DB = BENCH MARK DISK
 KK1062_SETTING: 80 = SET IN A BOULDER
 KK1062_STAMPING: F 304 1951
 KK1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1062+STABILITY: SURFACE MOTION
 KK1062
 KK1062  HISTORY     - Date     Condition        Report By
 KK1062  HISTORY     - 1951     MONUMENTED       CGS
 KK1062  HISTORY     - 1954     GOOD             NGS
 KK1062
 KK1062                          STATION DESCRIPTION
 KK1062
 KK1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1062'4.4 MI S FROM GEORGETOWN.
 KK1062'4.35 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE POST
 KK1062'OFFICE AT GEORGETOWN, 0.15 MILE SOUTH OF THE SOUTH END OF CLEAR
 KK1062'LAKE, 125 FEET SOUTH OF THE CREST OF A SMALL RISE, 29 FEET WEST
 KK1062'OF THE CENTER LINE OF THE ROAD, 3 FEET ABOVE THE GROUND, SET IN
 KK1062'THE TOP OF THE EAST SIDE OF A GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1063 ***********************************************************************
 KK1063  DESIGNATION -  F 304 RESET
 KK1063  PID         -  KK1063
 KK1063  STATE/COUNTY-  CO/CLEAR CREEK
 KK1063  USGS QUAD   -  GEORGETOWN (1974)
 KK1063
 KK1063                         *CURRENT SURVEY CONTROL
 KK1063  ___________________________________________________________________
 KK1063* NAD 83(1986)-  39 39 50.     (N)    105 42 16.     (W)     SCALED    
 KK1063* NAVD 88     -      3049.15   (meters)   10003.8    (feet)  RESET     
 KK1063  ___________________________________________________________________
 KK1063  GEOID HEIGHT-         -12.30  (meters)                     GEOID03
 KK1063
 KK1063  VERT ORDER  -  THIRD
 KK1063
 KK1063.The horizontal coordinates were scaled from a topographic map and have
 KK1063.an estimated accuracy of +/- 6 seconds.
 KK1063
 KK1063.The orthometric height was computed from unverified reset data.
 KK1063
 KK1063.The geoid height was determined by GEOID03.
 KK1063
 KK1063;                    North         East    Units  Estimated Accuracy
 KK1063;SPC CO C     -   508,030.      896,860.      MT  (+/- 180 meters Scaled)
 KK1063
 KK1063                          SUPERSEDED SURVEY CONTROL
 KK1063
 KK1063.No superseded survey control is available for this station.
 KK1063
 KK1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD395906(NAD 83)
 KK1063_MARKER: DD = SURVEY DISK
 KK1063_SETTING: 80 = SET IN A BOULDER
 KK1063_STAMPING: USCGS F 304 RESET 1964
 KK1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1063+STABILITY: SURFACE MOTION
 KK1063
 KK1063  HISTORY     - Date     Condition        Report By
 KK1063  HISTORY     - 1964     MONUMENTED       USGS
 KK1063
 KK1063                          STATION DESCRIPTION
 KK1063
 KK1063'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 KK1063'4.4 MI S FROM GEORGETOWN.
 KK1063'4.35 MILES SOUTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 KK1063'GEORGETOWN, 0.15 MILE SOUTH OF THE SOUTH END OF CLEAR LAKE AND 46
 KK1063'FEET EAST OF THE CENTERLINE OF THE COUNTY ROAD.  THE MARK IS SET
 KK1063'IN THE TOP OF A FLAT GRANITE BOULDER 2 FEET ABOVE THE GROUND, THE
 KK1063'BOULDER IS ABOUT 9 FEET LONG AND 5 FEET WIDE, THERE ARE SEVERAL
 KK1063'OTHER BOULDERS (SOME MUCH LARGER) IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0678 ***********************************************************************
 KK0678  DESIGNATION -  F 305
 KK0678  PID         -  KK0678
 KK0678  STATE/COUNTY-  CO/JEFFERSON
 KK0678  USGS QUAD   -  KASSLER (1994)
 KK0678
 KK0678                         *CURRENT SURVEY CONTROL
 KK0678  ___________________________________________________________________
 KK0678* NAD 83(1986)-  39 29 01.     (N)    105 06 44.     (W)     SCALED    
 KK0678* NAVD 88     -      1687.139  (meters)    5535.22   (feet)  POSTED    
 KK0678  ___________________________________________________________________
 KK0678  GEOID HEIGHT-         -15.72  (meters)                     GEOID03
 KK0678  DYNAMIC HT  -        1685.450 (meters)    5529.68  (feet)  COMP
 KK0678  MODELED GRAV-     979,567.5   (mgal)                       NAVD 88
 KK0678
 KK0678  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0678
 KK0678.The horizontal coordinates were scaled from a topographic map and have
 KK0678.an estimated accuracy of +/- 6 seconds.
 KK0678
 KK0678.The orthometric height was determined by differential leveling
 KK0678.and adjusted by the National Geodetic Survey in 1992..
 KK0678.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0678.rate of 0.0 thru 1.0 mm/km.
 KK0678
 KK0678.The geoid height was determined by GEOID03.
 KK0678
 KK0678.The dynamic height is computed by dividing the NAVD 88
 KK0678.geopotential number by the normal gravity value computed on the
 KK0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0678.degrees latitude (g = 980.6199 gals.).
 KK0678
 KK0678.The modeled gravity was interpolated from observed gravity values.
 KK0678
 KK0678;                    North         East    Units  Estimated Accuracy
 KK0678;SPC CO C     -   488,070.      947,760.      MT  (+/- 180 meters Scaled)
 KK0678
 KK0678                          SUPERSEDED SURVEY CONTROL
 KK0678
 KK0678  NGVD 29 (??/??/92) 1686.126  (m)         5531.90   (f) ADJ UNCH    1 2
 KK0678
 KK0678.Superseded values are not recommended for survey control.
 KK0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0678.See file dsdata.txt to determine how the superseded data were derived.
 KK0678
 KK0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD903704(NAD 83)
 KK0678_MARKER: DB = BENCH MARK DISK
 KK0678_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0678_SP_SET: PIPELINE BASE
 KK0678_STAMPING: F 305 1951
 KK0678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0678_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK0678+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2004
 KK0678
 KK0678  HISTORY     - Date     Condition        Report By
 KK0678  HISTORY     - 1951     MONUMENTED       CGS
 KK0678  HISTORY     - 1955     GOOD             NGS
 KK0678  HISTORY     - 1982     GOOD             LOCSUR
 KK0678  HISTORY     - 20040909 GOOD             GEOCAC
 KK0678
 KK0678                          STATION DESCRIPTION
 KK0678
 KK0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KK0678'1 MI SW FROM KASSLER.
 KK0678'1.0 MILE SOUTHWEST ALONG THE ABANDONED COLORADO AND SOUTHERN
 KK0678'RAILROAD GRADE FROM THE MAIN NORTHWEST ENTRANCE TO THE KASSLER
 KK0678'FILTER PLANT AT KASSLER, 15.5 FEET NORTH OF THE CENTER LINE OF THE
 KK0678'OLD RAILROAD GRADE, 1.4 FEET NORTHWEST OF A ROCK WALL, 3 FEET
 KK0678'ABOVE THE LEVEL OF THE OLD RAILROAD GRADE, 3.0 FEET ABOVE THE
 KK0678'GROUND, SET VERTICALLY IN THE CONCRETE BASE OF A 5 FOOT PIPE LINE.
 KK0678
 KK0678                          STATION RECOVERY (1982)
 KK0678
 KK0678'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 KK0678'NEW DESC: IT IS 1.6 KM (1.0 MI) SOUTHWEST ALONG THE ROAD UP THE SOUTH
 KK0678'PLATTE CONYON FROM THE MAIN NORHTWEST ENTRANCE TO THE KASSLER FILTER
 KK0678'PLANT, SET VERTICALLY IN THE SOUTHEAST FACE OF THE NORTHEAST ABUTMENT
 KK0678'OF THE WESTERN MOST OF TWO FIVE FOOT DIAMETER PIPELINES CROSSING
 KK0678'ABOVE THE RIVER AND THE ROAD, 4.6 M (15 FT) NORTHEAST OF THE CENTER
 KK0678'OF THE ROAD AND 1.2 M (4 FT) ABOVE THE ROAD.
 KK0678
 KK0678                          STATION RECOVERY (2004)
 KK0678
 KK0678'RECOVERY NOTE BY GEOCACHING 2004
 KK0678'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0724 ***********************************************************************
 KK0724  DESIGNATION -  F 306
 KK0724  PID         -  KK0724
 KK0724  STATE/COUNTY-  CO/JEFFERSON
 KK0724  USGS QUAD   -  BAILEY (1987)
 KK0724
 KK0724                         *CURRENT SURVEY CONTROL
 KK0724  ___________________________________________________________________
 KK0724* NAD 83(1986)-  39 24 11.     (N)    105 22 45.     (W)     SCALED    
 KK0724* NAVD 88     -      2132.274  (meters)    6995.64   (feet)  ADJUSTED  
 KK0724  ___________________________________________________________________
 KK0724  GEOID HEIGHT-         -13.82  (meters)                     GEOID03
 KK0724  DYNAMIC HT  -        2129.933 (meters)    6987.96  (feet)  COMP
 KK0724  MODELED GRAV-     979,453.1   (mgal)                       NAVD 88
 KK0724
 KK0724  VERT ORDER  -  FIRST     CLASS II
 KK0724
 KK0724.The horizontal coordinates were scaled from a topographic map and have
 KK0724.an estimated accuracy of +/- 6 seconds.
 KK0724
 KK0724.The orthometric height was determined by differential leveling
 KK0724.and adjusted by the National Geodetic Survey in June 1991..
 KK0724
 KK0724.The geoid height was determined by GEOID03.
 KK0724
 KK0724.The dynamic height is computed by dividing the NAVD 88
 KK0724.geopotential number by the normal gravity value computed on the
 KK0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0724.degrees latitude (g = 980.6199 gals.).
 KK0724
 KK0724.The modeled gravity was interpolated from observed gravity values.
 KK0724
 KK0724;                    North         East    Units  Estimated Accuracy
 KK0724;SPC CO C     -   479,060.      924,810.      MT  (+/- 180 meters Scaled)
 KK0724
 KK0724                          SUPERSEDED SURVEY CONTROL
 KK0724
 KK0724  NGVD 29 (??/??/92) 2131.056  (m)         6991.64   (f) ADJ UNCH    1 2
 KK0724
 KK0724.Superseded values are not recommended for survey control.
 KK0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0724.See file dsdata.txt to determine how the superseded data were derived.
 KK0724
 KK0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD673615(NAD 83)
 KK0724_MARKER: DB = BENCH MARK DISK
 KK0724_SETTING: 80 = SET IN A BOULDER
 KK0724_STAMPING: F 306 1951
 KK0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0724+STABILITY: SURFACE MOTION
 KK0724
 KK0724  HISTORY     - Date     Condition        Report By
 KK0724  HISTORY     - 1951     MONUMENTED       CGS
 KK0724  HISTORY     - 1955     GOOD             NGS
 KK0724
 KK0724                          STATION DESCRIPTION
 KK0724
 KK0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0724'4.4 MI SW FROM PINE GROVE.
 KK0724'4.35 MILES SOUTHWEST ALONG THE ABANDONED COLORADO AND SOUTHERN
 KK0724'RAILROAD GRADE FROM THE POST OFFICE AT PINE GROVE, 18 FEET SOUTHWEST
 KK0724'OF THE CENTER LINE OF THE OLD RAILROAD GRADE, 0.85 MILE SOUTHWEST
 KK0724'OF CLIFFDALE, 2 FEET ABOVE THE GROUND, SET IN THE TOP OF A 21X24
 KK0724'FOOT GRANITE BOULDER.
 KK0724
 KK0724                          STATION RECOVERY (1955)
 KK0724
 KK0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0544 ***********************************************************************
 KK0544  DESIGNATION -  F 307
 KK0544  PID         -  KK0544
 KK0544  STATE/COUNTY-  CO/DOUGLAS
 KK0544  USGS QUAD   -  KASSLER (1994)
 KK0544
 KK0544                         *CURRENT SURVEY CONTROL
 KK0544  ___________________________________________________________________
 KK0544* NAD 83(1986)-  39 29 33.     (N)    105 00 35.     (W)     SCALED    
 KK0544* NAVD 88     -      1711.023  (meters)    5613.58   (feet)  ADJUSTED  
 KK0544  ___________________________________________________________________
 KK0544  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 KK0544  DYNAMIC HT  -        1709.302 (meters)    5607.94  (feet)  COMP
 KK0544  MODELED GRAV-     979,561.1   (mgal)                       NAVD 88
 KK0544
 KK0544  VERT ORDER  -  FIRST     CLASS II
 KK0544
 KK0544.The horizontal coordinates were scaled from a topographic map and have
 KK0544.an estimated accuracy of +/- 6 seconds.
 KK0544
 KK0544.The orthometric height was determined by differential leveling
 KK0544.and adjusted by the National Geodetic Survey in June 1991..
 KK0544
 KK0544.The geoid height was determined by GEOID03.
 KK0544
 KK0544.The dynamic height is computed by dividing the NAVD 88
 KK0544.geopotential number by the normal gravity value computed on the
 KK0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0544.degrees latitude (g = 980.6199 gals.).
 KK0544
 KK0544.The modeled gravity was interpolated from observed gravity values.
 KK0544
 KK0544;                    North         East    Units  Estimated Accuracy
 KK0544;SPC CO C     -   489,100.      956,580.      MT  (+/- 180 meters Scaled)
 KK0544
 KK0544                          SUPERSEDED SURVEY CONTROL
 KK0544
 KK0544  NGVD 29 (??/??/??) 1710.084  (m)         5610.50   (f) ADJUSTED    1 2
 KK0544
 KK0544.Superseded values are not recommended for survey control.
 KK0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0544.See file dsdata.txt to determine how the superseded data were derived.
 KK0544
 KK0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD991714(NAD 83)
 KK0544_MARKER: DB = BENCH MARK DISK
 KK0544_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KK0544_STAMPING: F 307 1951
 KK0544_MARK LOGO: CGS   
 KK0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0544+STABILITY: SURFACE MOTION
 KK0544
 KK0544  HISTORY     - Date     Condition        Report By
 KK0544  HISTORY     - 1951     MONUMENTED       CGS
 KK0544  HISTORY     - 1955     GOOD             NGS
 KK0544  HISTORY     - 1983     GOOD             NGS
 KK0544  HISTORY     - 20000913 GOOD             MSAM
 KK0544
 KK0544                          STATION DESCRIPTION
 KK0544
 KK0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0544'9.3 MI S FROM LITTLETON.
 KK0544'9.3 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN
 KK0544'RAILROAD FROM THE STATION AT LITTLETON, 1.1 MILES NORTH OF THE
 KK0544'STATION AT LOUVIERS, AT WOODEN BRIDGE 19.60, 231 FEET NORTHWEST OF
 KK0544'A SWITCH BLOCK, 11 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 5 FEET
 KK0544'BELOW THE LEVEL OF THE RAILROAD, SET IN THE TOP OF A STONE BLOCK
 KK0544'WHICH IS AT THE WEST CORNER OF THE BRIDGE.
 KK0544
 KK0544                          STATION RECOVERY (1955)
 KK0544
 KK0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0544'RECOVERED IN GOOD CONDITION.
 KK0544
 KK0544                          STATION RECOVERY (1983)
 KK0544
 KK0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0544'RECOVERED IN GOOD CONDITION.
 KK0544
 KK0544                          STATION RECOVERY (2000)
 KK0544
 KK0544'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2000 (RB)
 KK0544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0385 ***********************************************************************
 LL0385  DESIGNATION -  F 308
 LL0385  PID         -  LL0385
 LL0385  STATE/COUNTY-  CO/LARIMER
 LL0385  USGS QUAD   -  CARR WEST (1975)
 LL0385
 LL0385                         *CURRENT SURVEY CONTROL
 LL0385  ___________________________________________________________________
 LL0385* NAD 83(1986)-  40 54 49.     (N)    104 58 53.     (W)     SCALED    
 LL0385* NAVD 88     -      1795.362  (meters)    5890.28   (feet)  ADJUSTED  
 LL0385  ___________________________________________________________________
 LL0385  GEOID HEIGHT-         -15.71  (meters)                     GEOID03
 LL0385  DYNAMIC HT  -        1793.804 (meters)    5885.17  (feet)  COMP
 LL0385  MODELED GRAV-     979,692.7   (mgal)                       NAVD 88
 LL0385
 LL0385  VERT ORDER  -  SECOND    CLASS 0
 LL0385
 LL0385.The horizontal coordinates were scaled from a topographic map and have
 LL0385.an estimated accuracy of +/- 6 seconds.
 LL0385
 LL0385.The orthometric height was determined by differential leveling
 LL0385.and adjusted by the National Geodetic Survey in June 1991..
 LL0385
 LL0385.The geoid height was determined by GEOID03.
 LL0385
 LL0385.The dynamic height is computed by dividing the NAVD 88
 LL0385.geopotential number by the normal gravity value computed on the
 LL0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0385.degrees latitude (g = 980.6199 gals.).
 LL0385
 LL0385.The modeled gravity was interpolated from observed gravity values.
 LL0385
 LL0385;                    North         East    Units  Estimated Accuracy
 LL0385;SPC CO N     -   480,400.      958,090.      MT  (+/- 180 meters Scaled)
 LL0385
 LL0385                          SUPERSEDED SURVEY CONTROL
 LL0385
 LL0385  NGVD 29 (??/??/92) 1794.348  (m)         5886.96   (f) ADJ UNCH    2 0
 LL0385
 LL0385.Superseded values are not recommended for survey control.
 LL0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0385.See file dsdata.txt to determine how the superseded data were derived.
 LL0385
 LL0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF015291(NAD 83)
 LL0385_MARKER: DB = BENCH MARK DISK
 LL0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0385_STAMPING: F 308 1952
 LL0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0385+STABILITY: SURFACE MOTION
 LL0385
 LL0385  HISTORY     - Date     Condition        Report By
 LL0385  HISTORY     - 1952     MONUMENTED       CGS
 LL0385
 LL0385                          STATION DESCRIPTION
 LL0385
 LL0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0385'6.4 MI W FROM CARR.
 LL0385'2.2 MILES WEST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 LL0385'RAILROAD STATION AT CARR, THENCE 0.5 MILE NORTH ALONG A GRAVELED
 LL0385'ROAD, THENCE 0.75 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.85
 LL0385'MILE NORTHWEST ALONG A GRAVELED ROAD, THENCE 2.05 MILES WEST ALONG
 LL0385'A GRAVELED ROAD, 43 FEET SOUTHEAST OF A CATTLE GUARD, 42 FEET SOUTH
 LL0385'OF THE CENTER LINE OF THE ROAD, 3.6 FEET NORTH OF A FENCE, 2.5 FEET
 LL0385'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LL0385'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0359 ***********************************************************************
 LL0359  DESIGNATION -  F 309
 LL0359  PID         -  LL0359
 LL0359  STATE/COUNTY-  CO/WELD
 LL0359  USGS QUAD   -  CHALK BLUFFS SW (1972)
 LL0359
 LL0359                         *CURRENT SURVEY CONTROL
 LL0359  ___________________________________________________________________
 LL0359* NAD 83(1986)-  40 52 13.     (N)    104 43 01.     (W)     SCALED    
 LL0359* NAVD 88     -      1678.431  (meters)    5506.65   (feet)  ADJUSTED  
 LL0359  ___________________________________________________________________
 LL0359  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 LL0359  DYNAMIC HT  -        1677.001 (meters)    5501.96  (feet)  COMP
 LL0359  MODELED GRAV-     979,713.6   (mgal)                       NAVD 88
 LL0359
 LL0359  VERT ORDER  -  SECOND    CLASS 0
 LL0359
 LL0359.The horizontal coordinates were scaled from a topographic map and have
 LL0359.an estimated accuracy of +/- 6 seconds.
 LL0359
 LL0359.The orthometric height was determined by differential leveling
 LL0359.and adjusted by the National Geodetic Survey in June 1991..
 LL0359
 LL0359.The geoid height was determined by GEOID03.
 LL0359
 LL0359.The dynamic height is computed by dividing the NAVD 88
 LL0359.geopotential number by the normal gravity value computed on the
 LL0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0359.degrees latitude (g = 980.6199 gals.).
 LL0359
 LL0359.The modeled gravity was interpolated from observed gravity values.
 LL0359
 LL0359;                    North         East    Units  Estimated Accuracy
 LL0359;SPC CO N     -   475,750.      980,410.      MT  (+/- 180 meters Scaled)
 LL0359
 LL0359                          SUPERSEDED SURVEY CONTROL
 LL0359
 LL0359  NGVD 29 (??/??/92) 1677.474  (m)         5503.51   (f) ADJ UNCH    2 0
 LL0359
 LL0359.Superseded values are not recommended for survey control.
 LL0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0359.See file dsdata.txt to determine how the superseded data were derived.
 LL0359
 LL0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF238243(NAD 83)
 LL0359_MARKER: DB = BENCH MARK DISK
 LL0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0359_STAMPING: F 309 1952
 LL0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0359+STABILITY: SURFACE MOTION
 LL0359
 LL0359  HISTORY     - Date     Condition        Report By
 LL0359  HISTORY     - 1952     MONUMENTED       CGS
 LL0359
 LL0359                          STATION DESCRIPTION
 LL0359
 LL0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0359'10.4 MI SE FROM CARR.
 LL0359'4.25 MILES EAST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 LL0359'RAILROAD STATION AT CARR, THENCE 2.0 MILES SOUTH ALONG U.S.
 LL0359'HIGHWAY 85, THENCE 4.2 MILES EAST ALONG A GRAVELED ROAD, 0.1 MILE
 LL0359'WEST OF A JUNCTION WITH A GRAVELED ROAD LEADING SOUTH AND A
 LL0359'TRACK ROAD LEADING NORTH, ON THE WEST SLOPE OF A HILL, 38 FEET
 LL0359'NORTH OF THE CENTER LINE OF A GRAVELED ROAD, 5.2 FEET NORTH OF A
 LL0359'FENCE, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 LL0359'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0179 ***********************************************************************
 HL0179  DESIGNATION -  F 31
 HL0179  PID         -  HL0179
 HL0179  STATE/COUNTY-  CO/ARCHULETA
 HL0179  USGS QUAD   -  ALLISON (1975)
 HL0179
 HL0179                         *CURRENT SURVEY CONTROL
 HL0179  ___________________________________________________________________
 HL0179* NAD 83(1986)-  37 01 07.     (N)    107 24 18.     (W)     SCALED    
 HL0179* NAVD 88     -      1852.411  (meters)    6077.45   (feet)  ADJUSTED  
 HL0179  ___________________________________________________________________
 HL0179  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 HL0179  DYNAMIC HT  -        1850.028 (meters)    6069.63  (feet)  COMP
 HL0179  MODELED GRAV-     979,279.6   (mgal)                       NAVD 88
 HL0179
 HL0179  VERT ORDER  -  FIRST     CLASS II
 HL0179
 HL0179.The horizontal coordinates were scaled from a topographic map and have
 HL0179.an estimated accuracy of +/- 6 seconds.
 HL0179
 HL0179.The orthometric height was determined by differential leveling
 HL0179.and adjusted by the National Geodetic Survey in June 1991..
 HL0179
 HL0179.The geoid height was determined by GEOID03.
 HL0179
 HL0179.The dynamic height is computed by dividing the NAVD 88
 HL0179.geopotential number by the normal gravity value computed on the
 HL0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0179.degrees latitude (g = 980.6199 gals.).
 HL0179
 HL0179.The modeled gravity was interpolated from observed gravity values.
 HL0179
 HL0179;                    North         East    Units  Estimated Accuracy
 HL0179;SPC CO S     -   345,590.      744,880.      MT  (+/- 180 meters Scaled)
 HL0179
 HL0179                          SUPERSEDED SURVEY CONTROL
 HL0179
 HL0179  NGVD 29 (??/??/92) 1851.198  (m)         6073.47   (f) ADJ UNCH    1 2
 HL0179
 HL0179.Superseded values are not recommended for survey control.
 HL0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0179.See file dsdata.txt to determine how the superseded data were derived.
 HL0179
 HL0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA860996(NAD 83)
 HL0179_MARKER: DB = BENCH MARK DISK
 HL0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0179_STAMPING: F 31 1934
 HL0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0179+STABILITY: SURFACE MOTION
 HL0179
 HL0179  HISTORY     - Date     Condition        Report By
 HL0179  HISTORY     - 1934     MONUMENTED       CGS
 HL0179  HISTORY     - 1952     GOOD             NGS
 HL0179
 HL0179                          STATION DESCRIPTION
 HL0179
 HL0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0179'1.54 MI W FROM ARBOLES.
 HL0179'1.54 MILES WEST OF ARBOLES BY RAIL AND ROAD.  ON R. O. W. OF THE D. R.
 HL0179'G. AND W. RAILROAD 30.0 FT WEST OF THE CENTER LINE OF TRACK.  20.0 FT
 HL0179'NORTH OF THE CENTER LINE OF COUNTY ROAD FROM ALLISON TO PAGOSA
 HL0179'JUNCTION.  43.0 FT N. WEST OF THE CENTER LINE OF GRADE CROSSING.
 HL0179
 HL0179                          STATION RECOVERY (1952)
 HL0179
 HL0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 HL0179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0372 ***********************************************************************
 LL0372  DESIGNATION -  F 310
 LL0372  PID         -  LL0372
 LL0372  STATE/COUNTY-  CO/WELD
 LL0372  USGS QUAD   -  CHALK BLUFFS SE (1972)
 LL0372
 LL0372                         *CURRENT SURVEY CONTROL
 LL0372  ___________________________________________________________________
 LL0372* NAD 83(1986)-  40 51 23.     (N)    104 30 29.     (W)     SCALED    
 LL0372* NAVD 88     -      1606.202  (meters)    5269.68   (feet)  ADJUSTED  
 LL0372  ___________________________________________________________________
 LL0372  GEOID HEIGHT-         -17.67  (meters)                     GEOID03
 LL0372  DYNAMIC HT  -        1604.865 (meters)    5265.29  (feet)  COMP
 LL0372  MODELED GRAV-     979,735.3   (mgal)                       NAVD 88
 LL0372
 LL0372  VERT ORDER  -  SECOND    CLASS 0
 LL0372
 LL0372.The horizontal coordinates were scaled from a topographic map and have
 LL0372.an estimated accuracy of +/- 6 seconds.
 LL0372
 LL0372.The orthometric height was determined by differential leveling
 LL0372.and adjusted by the National Geodetic Survey in June 1991..
 LL0372
 LL0372.The geoid height was determined by GEOID03.
 LL0372
 LL0372.The dynamic height is computed by dividing the NAVD 88
 LL0372.geopotential number by the normal gravity value computed on the
 LL0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0372.degrees latitude (g = 980.6199 gals.).
 LL0372
 LL0372.The modeled gravity was interpolated from observed gravity values.
 LL0372
 LL0372;                    North         East    Units  Estimated Accuracy
 LL0372;SPC CO N     -   474,380.      998,040.      MT  (+/- 180 meters Scaled)
 LL0372
 LL0372                          SUPERSEDED SURVEY CONTROL
 LL0372
 LL0372  NGVD 29 (??/??/92) 1605.302  (m)         5266.73   (f) ADJ UNCH    2 0
 LL0372
 LL0372.Superseded values are not recommended for survey control.
 LL0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0372.See file dsdata.txt to determine how the superseded data were derived.
 LL0372
 LL0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF414229(NAD 83)
 LL0372_MARKER: DB = BENCH MARK DISK
 LL0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0372_STAMPING: F 310 1952
 LL0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0372+STABILITY: SURFACE MOTION
 LL0372
 LL0372  HISTORY     - Date     Condition        Report By
 LL0372  HISTORY     - 1952     MONUMENTED       CGS
 LL0372
 LL0372                          STATION DESCRIPTION
 LL0372
 LL0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0372'16.2 MI SW FROM GROVER.
 LL0372'0.3 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LL0372'RAILROAD FROM THE STATION AT GROVER, THENCE 5.9 MILES WEST ALONG A
 LL0372'GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD,
 LL0372'THENCE 4.95 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.4 MILES
 LL0372'WEST ALONG A DIRT ROAD, 0.65 MILE NORTHEAST OF A WINDMILL,
 LL0372'0.3 MILE EAST OF A SHARP HILL, 0.2 MILE WEST OF A NORTH AND SOUTH
 LL0372'TRACK ROAD, 70 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST
 LL0372'DIRT ROAD, 3.8 FEET WEST OF A WITNESS POST, SET IN THE TOP OF
 LL0372'A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0293 ***********************************************************************
 LK0293  DESIGNATION -  F 311
 LK0293  PID         -  LK0293
 LK0293  STATE/COUNTY-  CO/MORGAN
 LK0293  USGS QUAD   -  WELDONA (1984)
 LK0293
 LK0293                         *CURRENT SURVEY CONTROL
 LK0293  ___________________________________________________________________
 LK0293* NAD 83(1986)-  40 21 45.     (N)    103 57 22.     (W)     SCALED    
 LK0293* NAVD 88     -      1359.152  (meters)    4459.15   (feet)  POSTED    
 LK0293  ___________________________________________________________________
 LK0293  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 LK0293  DYNAMIC HT  -        1358.060 (meters)    4455.57  (feet)  COMP
 LK0293  MODELED GRAV-     979,773.2   (mgal)                       NAVD 88
 LK0293
 LK0293  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LK0293
 LK0293.The horizontal coordinates were scaled from a topographic map and have
 LK0293.an estimated accuracy of +/- 6 seconds.
 LK0293
 LK0293.The orthometric height was determined by differential leveling
 LK0293.and adjusted by the National Geodetic Survey in 1992..
 LK0293.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LK0293.rate of 2.1 thru 3.0 mm/km.
 LK0293
 LK0293.The geoid height was determined by GEOID03.
 LK0293
 LK0293.The dynamic height is computed by dividing the NAVD 88
 LK0293.geopotential number by the normal gravity value computed on the
 LK0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0293.degrees latitude (g = 980.6199 gals.).
 LK0293
 LK0293.The modeled gravity was interpolated from observed gravity values.
 LK0293
 LK0293;                    North         East    Units  Estimated Accuracy
 LK0293;SPC CO N     -   420,210.    1,045,530.      MT  (+/- 180 meters Scaled)
 LK0293
 LK0293                          SUPERSEDED SURVEY CONTROL
 LK0293
 LK0293  NGVD 29 (??/??/92) 1358.419  (m)         4456.75   (f) ADJ UNCH    2 0
 LK0293
 LK0293.Superseded values are not recommended for survey control.
 LK0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0293.See file dsdata.txt to determine how the superseded data were derived.
 LK0293
 LK0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE886685(NAD 83)
 LK0293_MARKER: DB = BENCH MARK DISK
 LK0293_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LK0293_SP_SET: BRIDGE WALL
 LK0293_STAMPING: F 311 1952
 LK0293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0293
 LK0293  HISTORY     - Date     Condition        Report By
 LK0293  HISTORY     - 1952     MONUMENTED       CGS
 LK0293
 LK0293                          STATION DESCRIPTION
 LK0293
 LK0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LK0293'1.9 MI NE FROM WELDONA.
 LK0293'0.3 MILE NORTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 LK0293'RAILROAD STATION AT WELDONA, THENCE 0.4 MILE EAST ALONG A GRADED
 LK0293'DIRT ROAD, THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.2
 LK0293'MILE EAST ALONG A GRAVELED ROAD, THENCE 0.4 MILE NORTH ALONG A
 LK0293'GRADED DIRT ROAD, 9.5 FEET WEST OF THE CENTER LINE OF THE ROAD, SET
 LK0293'IN THE TOP OF THE NORTHEAST END OF THE SOUTHWEST CONCRETE WINGWALL
 LK0293'OF A WOODEN BRIDGE OVER THE RIVERSIDE OUTLET CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0346 ***********************************************************************
 LK0346  DESIGNATION -  F 312
 LK0346  PID         -  LK0346
 LK0346  STATE/COUNTY-  CO/MORGAN
 LK0346  USGS QUAD   -  BUCKINGHAM (1978)
 LK0346
 LK0346                         *CURRENT SURVEY CONTROL
 LK0346  ___________________________________________________________________
 LK0346* NAD 83(1992)-  40 31 25.65646(N)    103 58 30.70119(W)     ADJUSTED  
 LK0346* NAVD 88     -      1474.294  (meters)    4836.91   (feet)  POSTED    
 LK0346  ___________________________________________________________________
 LK0346  X           -  -1,172,787.088 (meters)                     COMP
 LK0346  Y           -  -4,712,482.580 (meters)                     COMP
 LK0346  Z           -   4,123,314.286 (meters)                     COMP
 LK0346  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 LK0346  ELLIP HEIGHT-        1455.39  (meters)          (12/03/02) GPS OBS
 LK0346  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 LK0346  DYNAMIC HT  -        1473.090 (meters)    4832.96  (feet)  COMP
 LK0346  MODELED GRAV-     979,758.6   (mgal)                       NAVD 88
 LK0346
 LK0346  HORZ ORDER  -  FIRST
 LK0346  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LK0346  ELLP ORDER  -  FOURTH    CLASS II
 LK0346
 LK0346.The horizontal coordinates were established by GPS observations
 LK0346.and adjusted by the National Geodetic Survey in August 1998..
 LK0346
 LK0346.The orthometric height was determined by differential leveling
 LK0346.and adjusted by the National Geodetic Survey in 1992..
 LK0346.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LK0346.rate of 2.1 thru 3.0 mm/km.
 LK0346
 LK0346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0346
 LK0346.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0346
 LK0346.The ellipsoidal height was determined by GPS observations
 LK0346.and is referenced to NAD 83.
 LK0346
 LK0346.The geoid height was determined by GEOID03.
 LK0346
 LK0346.The dynamic height is computed by dividing the NAVD 88
 LK0346.geopotential number by the normal gravity value computed on the
 LK0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0346.degrees latitude (g = 980.6199 gals.).
 LK0346
 LK0346.The modeled gravity was interpolated from observed gravity values.
 LK0346
 LK0346;                    North         East     Units Scale Factor Converg.
 LK0346;SPC CO N     -   438,090.857 1,043,600.001   MT  0.99996818   +0 59 06.8
 LK0346;SPC CO N     - 1,437,303.09  3,423,877.67   sFT  0.99996818   +0 59 06.8
 LK0346;UTM  13      - 4,486,400.257   586,805.743   MT  0.99969275   +0 39 57.3
 LK0346
 LK0346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0346!SPC CO N     -   0.99977175  x   0.99996818  =   0.99973993
 LK0346!UTM  13      -   0.99977175  x   0.99969275  =   0.99946457
 LK0346
 LK0346                          SUPERSEDED SURVEY CONTROL
 LK0346
 LK0346  ELLIP H (08/11/98) 1455.39   (m)                       GP(       ) 4 1
 LK0346  NAVD 88 (08/11/98) 1474.29   (m)         4836.9    (f) LEVELING    3  
 LK0346  NGVD 29 (??/??/92) 1473.554  (m)         4834.49   (f) ADJ UNCH    2 0
 LK0346
 LK0346.Superseded values are not recommended for survey control.
 LK0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0346.See file dsdata.txt to determine how the superseded data were derived.
 LK0346
 LK0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE8680686400(NAD 83)
 LK0346_MARKER: DB = BENCH MARK DISK
 LK0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0346_STAMPING: F 312 1952
 LK0346_MARK LOGO: CGS   
 LK0346_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LK0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0346+STABILITY: SURFACE MOTION
 LK0346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0346+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1997
 LK0346
 LK0346  HISTORY     - Date     Condition        Report By
 LK0346  HISTORY     - 1952     MONUMENTED       CGS
 LK0346  HISTORY     - 19970428 GOOD             NGS
 LK0346
 LK0346                          STATION DESCRIPTION
 LK0346
 LK0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LK0346'14 MI NE FROM WELDONA.
 LK0346'0.3 MILE NORTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC RAILROAD
 LK0346'STATION AT WELDONA, THENCE 0.4 MILE EAST ALONG A GRADED DIRT ROAD,
 LK0346'THENCE 0.6 MILE NORTH ALONG A GRAVELED ROAD, THENCE 0.2 MILE EAST
 LK0346'ALONG A GRAVELED ROAD, THENCE 10.45 MILES NORTH ALONG A GRADED DIRT
 LK0346'ROAD, THENCE 1.0 MILE WEST ALONG A DIRT ROAD, THENCE 1.0 MILE NORTH
 LK0346'ALONG A DIRT ROAD, AT THE WELD AND MORGAN COUNTY LINE, 89 FEET SOUTH
 LK0346'OF A FENCE LEADING WEST, 38 FEET WEST OF THE CENTER LINE OF THE DIRT
 LK0346'ROAD, 4 FEET EAST OF A NORTH AND SOUTH FENCE, 4.3 FEET NORTH OF A
 LK0346'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1
 LK0346'FOOT ABOVE THE GROUND.
 LK0346
 LK0346                          STATION RECOVERY (1997)
 LK0346
 LK0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 LK0346'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) NORTH OF WELDONA, 10 MI
 LK0346'(16.1 KM) NORTH-NORTHEAST OF JACKSON RESERVOIR AND AT THE WELD-NORTH
 LK0346'MORGAN COUNTY LINE, IN THE NORTHEAST 1/4 OF SECTION 4, T 6 N, R 59 W.
 LK0346'OWNERSHIP--MORGAN COUNTY RIGHT-OF-WAY  TO REACH THE STATION FROM THE
 LK0346'INTERSECTION OF STATE HIGHWAY 144 AND MAIN STREET IN WELDONA, GO 0.3
 LK0346'MI (0.5 KM) NORTH ON MAIN STREET TO COUNTY ROAD Y.  TURN RIGHT, EAST,
 LK0346'ON COUNTY ROAD Y FOR 0.4 MI (0.6 KM) TO THE INTERSECTION OF COUNTY
 LK0346'ROAD 10.  TURN LEFT, NORTH, ON COUNTY ROAD 10 FOR 0.6 MI (1.0 KM) TO A
 LK0346'TURN TO THE EAST.  TURN RIGHT, EAST, FOR 0.2 MI (0.3 KM) TO A TURN TO
 LK0346'THE NORTH.  TURN LEFT, NORTH, ON COUNTY ROAD 10 FOR 10.45 MI (16.82
 LK0346'KM) TO THE INTERSECTION OF COUNTY ROAD JJ.  TURN LEFT, WEST, ON COUNTY
 LK0346'ROAD JJ FOR 1.0 MI (1.6 KM) TO THE INTERSECTION OF COUNTY ROAD 9.
 LK0346'TURN RIGHT, NORTH, ON COUNTY ROAD 9 FOR 1.0 MI (1.6 KM) TO THE STATION
 LK0346'ON THE LEFT AT THE WELD-NORTH MORGAN COUNTY LINE  THE MARK IS A
 LK0346'STANDARD DISK SET IN THE TOP OF A 25 CM ROUND CONCRETE POST, FLUSH
 LK0346'WITH THE GROUND.  IT IS 39.8 M (130.6 FT) SOUTHWEST FROM A FENCE
 LK0346'CORNER, 24.7 M (81.0 FT) SOUTH-SOUTHWEST FROM A FENCE CORNER, 24.0
 LK0346'SOUTH FROM A T-FENCE CORNER, 12.3 M (40.4 FT) WEST FROM THE CENTER OF
 LK0346'A MORGAN COUNTY ROAD 9, 1.0 M (3.3 FT) EAST FROM A FENCE, 0.6 M (2.0
 LK0346'FT) SOUTH FROM A WITNESS POST, 0.6 M (2.0 FT) NORTH FROM A METAL POST
 LK0346'AND ABOUT 60 CM BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0539 ***********************************************************************
 KK0539  DESIGNATION -  F 314
 KK0539  PID         -  KK0539
 KK0539  STATE/COUNTY-  CO/ADAMS
 KK0539  USGS QUAD   -  COMMERCE CITY (1994)
 KK0539
 KK0539                         *CURRENT SURVEY CONTROL
 KK0539  ___________________________________________________________________
 KK0539* NAD 83(1986)-  39 49 31.     (N)    104 55 09.     (W)     SCALED    
 KK0539* NAVD 88     -      1572.890  (meters)    5160.39   (feet)  POSTED    
 KK0539  ___________________________________________________________________
 KK0539  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 KK0539  DYNAMIC HT  -        1571.420 (meters)    5155.57  (feet)  COMP
 KK0539  MODELED GRAV-     979,638.9   (mgal)                       NAVD 88
 KK0539
 KK0539  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0539
 KK0539.The horizontal coordinates were scaled from a topographic map and have
 KK0539.an estimated accuracy of +/- 6 seconds.
 KK0539
 KK0539.The orthometric height was determined by differential leveling
 KK0539.and adjusted by the National Geodetic Survey in 1992..
 KK0539.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0539.rate of 0.0 thru 1.0 mm/km.
 KK0539
 KK0539.The geoid height was determined by GEOID03.
 KK0539
 KK0539.The dynamic height is computed by dividing the NAVD 88
 KK0539.geopotential number by the normal gravity value computed on the
 KK0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0539.degrees latitude (g = 980.6199 gals.).
 KK0539
 KK0539.The modeled gravity was interpolated from observed gravity values.
 KK0539
 KK0539;                    North         East    Units  Estimated Accuracy
 KK0539;SPC CO N     -   359,580.      964,130.      MT  (+/- 180 meters Scaled)
 KK0539
 KK0539                          SUPERSEDED SURVEY CONTROL
 KK0539
 KK0539  NGVD 29 (??/??/92) 1571.991  (m)         5157.44   (f) ADJ UNCH    1 2
 KK0539
 KK0539.Superseded values are not recommended for survey control.
 KK0539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0539.See file dsdata.txt to determine how the superseded data were derived.
 KK0539
 KK0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE069083(NAD 83)
 KK0539_MARKER: DB = BENCH MARK DISK
 KK0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0539_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0539_STAMPING: F 314 1956
 KK0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0539+STABILITY: SURFACE MOTION
 KK0539
 KK0539  HISTORY     - Date     Condition        Report By
 KK0539  HISTORY     - 1956     MONUMENTED       CGS
 KK0539
 KK0539                          STATION DESCRIPTION
 KK0539
 KK0539'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KK0539'0.4 MI SW FROM DERBY.
 KK0539'0.35 MILE SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KK0539'RAILROAD FROM THE STATION AT DERBY, 0.2 MILE SOUTHWEST OF THE
 KK0539'CROSSING OF 72ND AVENUE, 97 FEET NORTHWEST OF THE NORTHWEST RAIL
 KK0539'OF THE MAIN TRACK, 17 FEET NORTHEAST OF A FENCE CORNER, 1.7 FEET
 KK0539'SOUTHEAST OF A FENCE, 1.7 FEET SOUTHWEST OF A WITNESS POST, SET IN
 KK0539'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 KK0539'GROUND, IN THE NORTHWEST 1/4 OF SECTION 5, TOWNSHIP 3 SOUTH, RANGE
 KK0539'67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0003 ***********************************************************************
 LM0003  DESIGNATION -  F 316
 LM0003  PID         -  LM0003
 LM0003  STATE/COUNTY-  CO/JACKSON
 LM0003  USGS QUAD   -  KINGS CANYON (1950)
 LM0003
 LM0003                         *CURRENT SURVEY CONTROL
 LM0003  ___________________________________________________________________
 LM0003* NAD 83(1986)-  40 59 35.     (N)    106 12 47.     (W)     SCALED    
 LM0003* NAVD 88     -      2660.471  (meters)    8728.56   (feet)  ADJUSTED  
 LM0003  ___________________________________________________________________
 LM0003  GEOID HEIGHT-         -10.98  (meters)                     GEOID03
 LM0003  DYNAMIC HT  -        2657.771 (meters)    8719.70  (feet)  COMP
 LM0003  MODELED GRAV-     979,511.8   (mgal)                       NAVD 88
 LM0003
 LM0003  VERT ORDER  -  FIRST     CLASS II
 LM0003
 LM0003.The horizontal coordinates were scaled from a topographic map and have
 LM0003.an estimated accuracy of +/- 6 seconds.
 LM0003
 LM0003.The orthometric height was determined by differential leveling
 LM0003.and adjusted by the National Geodetic Survey in June 1991..
 LM0003
 LM0003.The geoid height was determined by GEOID03.
 LM0003
 LM0003.The dynamic height is computed by dividing the NAVD 88
 LM0003.geopotential number by the normal gravity value computed on the
 LM0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0003.degrees latitude (g = 980.6199 gals.).
 LM0003
 LM0003.The modeled gravity was interpolated from observed gravity values.
 LM0003
 LM0003;                    North         East    Units  Estimated Accuracy
 LM0003;SPC CO N     -   489,330.      854,400.      MT  (+/- 180 meters Scaled)
 LM0003
 LM0003                          SUPERSEDED SURVEY CONTROL
 LM0003
 LM0003  NGVD 29 (??/??/92) 2659.115  (m)         8724.11   (f) ADJ UNCH    1 2
 LM0003
 LM0003.Superseded values are not recommended for survey control.
 LM0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0003.See file dsdata.txt to determine how the superseded data were derived.
 LM0003
 LM0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF979386(NAD 83)
 LM0003_MARKER: DB = BENCH MARK DISK
 LM0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0003_STAMPING: F 316 1956
 LM0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0003+STABILITY: SURFACE MOTION
 LM0003
 LM0003  HISTORY     - Date     Condition        Report By
 LM0003  HISTORY     - 1956     MONUMENTED       CGS
 LM0003
 LM0003                          STATION DESCRIPTION
 LM0003
 LM0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 LM0003'5.8 MI N FROM KINGS CANYON.
 LM0003'5.8 MILES NORTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 LM0003'RAILROAD FROM THE STATION SIGN AT KINGS CANYON, 132 FEET EAST OF THE
 LM0003'CENTER OF THE CROSSING OF STATE HIGHWAY 127, 41 FEET SOUTH OF THE
 LM0003'SOUTH RAIL, 17 FEET WEST OF MILEPOST 68, 17 FEET WEST OF A WITNESS
 LM0003'POST, 1.0 MILE SOUTH OF BENCH MARK B 43, SET IN THE TOP OF A CONCRETE
 LM0003'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN THE SOUTHWEST 1/4 OF
 LM0003'SECTION 24, TOWNSHIP 12 NORTH, RANGE 79 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0079 ***********************************************************************
 HL0079  DESIGNATION -  F 32
 HL0079  PID         -  HL0079
 HL0079  STATE/COUNTY-  CO/CONEJOS
 HL0079  USGS QUAD   -  ANTONITO (1967)
 HL0079
 HL0079                         *CURRENT SURVEY CONTROL
 HL0079  ___________________________________________________________________
 HL0079* NAD 83(1986)-  37 04 30.     (N)    106 00 31.     (W)     SCALED    
 HL0079* NAVD 88     -      2405.597  (meters)    7892.36   (feet)  ADJUSTED  
 HL0079  ___________________________________________________________________
 HL0079  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 HL0079  DYNAMIC HT  -        2402.375 (meters)    7881.79  (feet)  COMP
 HL0079  MODELED GRAV-     979,204.4   (mgal)                       NAVD 88
 HL0079
 HL0079  VERT ORDER  -  FIRST     CLASS II
 HL0079
 HL0079.The horizontal coordinates were scaled from a topographic map and have
 HL0079.an estimated accuracy of +/- 6 seconds.
 HL0079
 HL0079.The orthometric height was determined by differential leveling
 HL0079.and adjusted by the National Geodetic Survey in June 1991..
 HL0079
 HL0079.The geoid height was determined by GEOID03.
 HL0079
 HL0079.The dynamic height is computed by dividing the NAVD 88
 HL0079.geopotential number by the normal gravity value computed on the
 HL0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0079.degrees latitude (g = 980.6199 gals.).
 HL0079
 HL0079.The modeled gravity was interpolated from observed gravity values.
 HL0079
 HL0079;                    North         East    Units  Estimated Accuracy
 HL0079;SPC CO S     -   350,240.      869,170.      MT  (+/- 180 meters Scaled)
 HL0079
 HL0079                          SUPERSEDED SURVEY CONTROL
 HL0079
 HL0079  NGVD 29 (??/??/92) 2404.351  (m)         7888.27   (f) ADJ UNCH    1 2
 HL0079
 HL0079.Superseded values are not recommended for survey control.
 HL0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0079.See file dsdata.txt to determine how the superseded data were derived.
 HL0079
 HL0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB103036(NAD 83)
 HL0079_MARKER: DB = BENCH MARK DISK
 HL0079_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HL0079_STAMPING: 7888.275 F 32 1933
 HL0079_MARK LOGO: CGS   
 HL0079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0079+STABILITY: POSITION/ELEVATION WELL
 HL0079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HL0079+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2005
 HL0079
 HL0079  HISTORY     - Date     Condition        Report By
 HL0079  HISTORY     - 1933     MONUMENTED       CGS
 HL0079  HISTORY     - 1984     GOOD             NGS
 HL0079  HISTORY     - 20050811 GOOD             USPSQD
 HL0079
 HL0079                          STATION DESCRIPTION
 HL0079
 HL0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HL0079'IN ANTONITO.
 HL0079'AT ANTONITO, CONEJOS COUNTY, ON THE MAIN STREET, AT THE NORTHEAST
 HL0079'CORNER OF A STREET INTERSECTION, AT THE JOYCE BLOCK, AT A BRICK
 HL0079'BUILDING OCCUPIED BY A BANK, IN THE WALL NORTH OF THE MAIN ENTRANCE,
 HL0079'AND ABOUT 4-1/2 FEET HIGHER THAN THE WALK.  A STANDARD DISK, STAMPED
 HL0079'7888.275 F 32 1933 AND SET VERTICALLY.
 HL0079
 HL0079                          STATION RECOVERY (1984)
 HL0079
 HL0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HL0079'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN ANTONITO,
 HL0079'AT 402 MAIN STREET, SET VERTICALLY IN THE WEST FACE OF THE JOYCE BLOCK
 HL0079'BUILDING, AND 1.5 M (4.9 FT) NORTHWEST OF THE SOUTHWEST ENTRANCE TO
 HL0079'THE 1911 JEWELRY FACTORY.
 HL0079'THE MARK IS 1.4 M ABOVE THE SIDEWALK.
 HL0079
 HL0079                          STATION RECOVERY (2005)
 HL0079
 HL0079'RECOVERY NOTE BY US POWER SQUADRON 2005 (RW)
 HL0079'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0636 ***********************************************************************
 LL0636  DESIGNATION -  F 320
 LL0636  PID         -  LL0636
 LL0636  STATE/COUNTY-  CO/BOULDER
 LL0636  USGS QUAD   -  HYGIENE (1979)
 LL0636
 LL0636                         *CURRENT SURVEY CONTROL
 LL0636  ___________________________________________________________________
 LL0636* NAD 83(1986)-  40 13 31.     (N)    105 13 53.     (W)     SCALED    
 LL0636* NAVD 88     -      1637.763  (meters)    5373.23   (feet)  ADJUSTED  
 LL0636  ___________________________________________________________________
 LL0636  GEOID HEIGHT-         -15.69  (meters)                     GEOID03
 LL0636  DYNAMIC HT  -        1636.260 (meters)    5368.30  (feet)  COMP
 LL0636  MODELED GRAV-     979,650.5   (mgal)                       NAVD 88
 LL0636
 LL0636  VERT ORDER  -  SECOND    CLASS 0
 LL0636
 LL0636.The horizontal coordinates were scaled from a topographic map and have
 LL0636.an estimated accuracy of +/- 6 seconds.
 LL0636
 LL0636.The orthometric height was determined by differential leveling
 LL0636.and adjusted by the National Geodetic Survey in June 1991..
 LL0636
 LL0636.The geoid height was determined by GEOID03.
 LL0636
 LL0636.The dynamic height is computed by dividing the NAVD 88
 LL0636.geopotential number by the normal gravity value computed on the
 LL0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0636.degrees latitude (g = 980.6199 gals.).
 LL0636
 LL0636.The modeled gravity was interpolated from observed gravity values.
 LL0636
 LL0636;                    North         East    Units  Estimated Accuracy
 LL0636;SPC CO N     -   403,870.      937,260.      MT  (+/- 180 meters Scaled)
 LL0636
 LL0636                          SUPERSEDED SURVEY CONTROL
 LL0636
 LL0636  NGVD 29 (??/??/92) 1636.734  (m)         5369.85   (f) ADJ UNCH    2 0
 LL0636
 LL0636.Superseded values are not recommended for survey control.
 LL0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0636.See file dsdata.txt to determine how the superseded data were derived.
 LL0636
 LL0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE803527(NAD 83)
 LL0636_MARKER: DB = BENCH MARK DISK
 LL0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0636_STAMPING: F 320 1952
 LL0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0636+STABILITY: SURFACE MOTION
 LL0636
 LL0636  HISTORY     - Date     Condition        Report By
 LL0636  HISTORY     - 1952     MONUMENTED       CGS
 LL0636  HISTORY     - 19980914 MARK NOT FOUND   USPSQD
 LL0636  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL0636
 LL0636                          STATION DESCRIPTION
 LL0636
 LL0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0636'3.6 MI NE FROM LYONS.
 LL0636'2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 66 FROM THE POST OFFICE
 LL0636'AT LYONS, THENCE 0.45 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 LL0636'0.05 MILE WEST ALONG A FIELD ROAD, THENCE 0.6 MILE NORTH ALONG
 LL0636'THE TRAIL RIDGE ROAD, 0.55 MILE SOUTH OF A CATTLE GUARD, 20 FEET
 LL0636'WEST OF THE CENTER LINE OF THE TRAIL RIDGE ROAD, 18 FEET EAST OF
 LL0636'THE CENTER LINE OF A TRAIL, 3 FEET NORTH OF A WITNESS POST, SET
 LL0636'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 LL0636'GROUND.
 LL0636
 LL0636                          STATION RECOVERY (1998)
 LL0636
 LL0636'RECOVERY NOTE BY US POWER SQUADRON 1998
 LL0636'MARK NOT FOUND.
 LL0636
 LL0636                          STATION RECOVERY (2001)
 LL0636
 LL0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0636'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0526 ***********************************************************************
 LL0526  DESIGNATION -  F 322
 LL0526  PID         -  LL0526
 LL0526  STATE/COUNTY-  CO/LARIMER
 LL0526  USGS QUAD   -  FORT COLLINS (1984)
 LL0526
 LL0526                         *CURRENT SURVEY CONTROL
 LL0526  ___________________________________________________________________
 LL0526* NAD 83(1986)-  40 30 43.     (N)    105 04 38.     (W)     SCALED    
 LL0526* NAVD 88     -      1511.487  (meters)    4958.94   (feet)  ADJUSTED  
 LL0526  ___________________________________________________________________
 LL0526  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 LL0526  DYNAMIC HT  -        1510.195 (meters)    4954.70  (feet)  COMP
 LL0526  MODELED GRAV-     979,717.3   (mgal)                       NAVD 88
 LL0526
 LL0526  VERT ORDER  -  SECOND    CLASS 0
 LL0526
 LL0526.The horizontal coordinates were scaled from a topographic map and have
 LL0526.an estimated accuracy of +/- 6 seconds.
 LL0526
 LL0526.The orthometric height was determined by differential leveling
 LL0526.and adjusted by the National Geodetic Survey in June 1991..
 LL0526
 LL0526.The geoid height was determined by GEOID03.
 LL0526
 LL0526.The dynamic height is computed by dividing the NAVD 88
 LL0526.geopotential number by the normal gravity value computed on the
 LL0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0526.degrees latitude (g = 980.6199 gals.).
 LL0526
 LL0526.The modeled gravity was interpolated from observed gravity values.
 LL0526
 LL0526;                    North         East    Units  Estimated Accuracy
 LL0526;SPC CO N     -   435,750.      950,230.      MT  (+/- 180 meters Scaled)
 LL0526
 LL0526                          SUPERSEDED SURVEY CONTROL
 LL0526
 LL0526  NGVD 29 (??/??/92) 1510.498  (m)         4955.69   (f) ADJ UNCH    2 0
 LL0526
 LL0526.Superseded values are not recommended for survey control.
 LL0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0526.See file dsdata.txt to determine how the superseded data were derived.
 LL0526
 LL0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE934845(NAD 83)
 LL0526_MARKER: DB = BENCH MARK DISK
 LL0526_SETTING: 80 = SET IN A BOULDER
 LL0526_STAMPING: F 322 1952
 LL0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0526+STABILITY: SURFACE MOTION
 LL0526
 LL0526  HISTORY     - Date     Condition        Report By
 LL0526  HISTORY     - 1952     MONUMENTED       CGS
 LL0526  HISTORY     - 1960     MARK NOT FOUND   USGS
 LL0526  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0526
 LL0526                          STATION DESCRIPTION
 LL0526
 LL0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0526'4.2 MI S FROM FORT COLLINS.
 LL0526'4.15 MILES SOUTH ALONG U.S. HIGHWAYS 87 AND 287 FROM THE
 LL0526'SOUTH MAIN ENTRANCE TO COLORADO A. AND M. COLLEGE AT FORT
 LL0526'COLLINS, 200 FEET SOUTH OF THE CENTER OF THE SOUTH END OF A
 LL0526'CONCRETE BRIDGE, 175 FEET NORTHWEST OF THE CENTER
 LL0526'OF THE ENTRANCE TO A FARMHOUSE, 41 FEET WEST OF THE CENTER
 LL0526'LINE OF THE HIGHWAY, 2 FEET EAST OF A FENCE, SET IN THE TOP
 LL0526'OF THE CENTER OF A 4 X 6 FOOT LIMESTONE BOULDER.  NOTE-- TO BE RESET
 LL0526
 LL0526                          STATION RECOVERY (1960)
 LL0526
 LL0526'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LL0526'MARK NOT FOUND.
 LL0526
 LL0526                          STATION RECOVERY (1984)
 LL0526
 LL0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0962 ***********************************************************************
 LL0962  DESIGNATION -  F 324
 LL0962  PID         -  LL0962
 LL0962  STATE/COUNTY-  CO/LARIMER
 LL0962  USGS QUAD   -  CRAZY MOUNTAIN (1975)
 LL0962
 LL0962                         *CURRENT SURVEY CONTROL
 LL0962  ___________________________________________________________________
 LL0962* NAD 83(1986)-  40 56 11.     (N)    105 57 38.     (W)     SCALED    
 LL0962* NAVD 88     -      2455.710  (meters)    8056.78   (feet)  ADJUSTED  
 LL0962  ___________________________________________________________________
 LL0962  GEOID HEIGHT-         -11.08  (meters)                     GEOID03
 LL0962  DYNAMIC HT  -        2453.304 (meters)    8048.88  (feet)  COMP
 LL0962  MODELED GRAV-     979,554.9   (mgal)                       NAVD 88
 LL0962
 LL0962  VERT ORDER  -  SECOND    CLASS 0
 LL0962
 LL0962.The horizontal coordinates were scaled from a topographic map and have
 LL0962.an estimated accuracy of +/- 6 seconds.
 LL0962
 LL0962.The orthometric height was determined by differential leveling
 LL0962.and adjusted by the National Geodetic Survey in June 1991..
 LL0962
 LL0962.The geoid height was determined by GEOID03.
 LL0962
 LL0962.The dynamic height is computed by dividing the NAVD 88
 LL0962.geopotential number by the normal gravity value computed on the
 LL0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0962.degrees latitude (g = 980.6199 gals.).
 LL0962
 LL0962.The modeled gravity was interpolated from observed gravity values.
 LL0962
 LL0962;                    North         East    Units  Estimated Accuracy
 LL0962;SPC CO N     -   482,900.      875,620.      MT  (+/- 180 meters Scaled)
 LL0962
 LL0962                          SUPERSEDED SURVEY CONTROL
 LL0962
 LL0962  NGVD 29 (??/??/92) 2454.457  (m)         8052.66   (f) ADJ UNCH    2 0
 LL0962
 LL0962.Superseded values are not recommended for survey control.
 LL0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0962.See file dsdata.txt to determine how the superseded data were derived.
 LL0962
 LL0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF191321(NAD 83)
 LL0962_MARKER: DB = BENCH MARK DISK
 LL0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0962_STAMPING: F 324 1951
 LL0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0962+STABILITY: SURFACE MOTION
 LL0962
 LL0962  HISTORY     - Date     Condition        Report By
 LL0962  HISTORY     - 1951     MONUMENTED       CGS
 LL0962
 LL0962                          STATION DESCRIPTION
 LL0962
 LL0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0962'14.2 MI S FROM WOODS LANDING.
 LL0962'14.2 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE LARAMIE
 LL0962'RIVER BRIDGE AT WOODS LANDING, 72 FEET NORTHEAST OF THE CENTER
 LL0962'LINE OF THE ROAD, 3 FEET NORTHWEST OF A WITNESS POST, SET IN THE
 LL0962'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3640 ***********************************************************************
 AA3640  DESIGNATION -  F 325 RESET
 AA3640  PID         -  AA3640
 AA3640  STATE/COUNTY-  CO/LARIMER
 AA3640  USGS QUAD   -  CHAMBERS LAKE (1977)
 AA3640
 AA3640                         *CURRENT SURVEY CONTROL
 AA3640  ___________________________________________________________________
 AA3640* NAD 83(1986)-  40 36 15.     (N)    105 50 08.     (W)     SCALED    
 AA3640* NAVD 88     -      2741.32   (+/-2cm)    8993.8    (feet)  VERTCON   
 AA3640  ___________________________________________________________________
 AA3640  GEOID HEIGHT-         -11.19  (meters)                     GEOID03
 AA3640
 AA3640  VERT ORDER  -  THIRD (See Below)
 AA3640
 AA3640.The horizontal coordinates were scaled from a topographic map and have
 AA3640.an estimated accuracy of +/- 6 seconds.
 AA3640
 AA3640.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3640.The vertical order pertains to the NGVD 29 superseded value.
 AA3640
 AA3640.The geoid height was determined by GEOID03.
 AA3640
 AA3640;                    North         East    Units  Estimated Accuracy
 AA3640;SPC CO N     -   445,960.      886,000.      MT  (+/- 180 meters Scaled)
 AA3640
 AA3640                          SUPERSEDED SURVEY CONTROL
 AA3640
 AA3640  NGVD 29 (03/28/06) 2739.92   (m)         8989.2    (f) RESET       3  
 AA3640
 AA3640.Superseded values are not recommended for survey control.
 AA3640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3640.See file dsdata.txt to determine how the superseded data were derived.
 AA3640
 AA3640_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE293951(NAD 83)
 AA3640_MARKER: DV = VERTICAL CONTROL DISK
 AA3640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3640_STAMPING: F 325 RESET 1975
 AA3640_MARK LOGO: NGS   
 AA3640_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3640+STABILITY: SURFACE MOTION
 AA3640
 AA3640  HISTORY     - Date     Condition        Report By
 AA3640  HISTORY     - 1975     MONUMENTED       CODH
 AA3640
 AA3640                          STATION DESCRIPTION
 AA3640
 AA3640'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1975 (DH)
 AA3640'3.2 MILES (5.1 KM) EAST ALONG A WINDING GRAVELED ROAD FROM THE GROCERY
 AA3640'STORE IN GLENDEVEY LODGE, THENCE 15.9 MILES (25.6 KM) SOUTH ALONG A
 AA3640'WINDING GRAVELED ROAD, AT A JUNCTION WITH STATE HIGHWAY 14, 0.7 MILES
 AA3640'(1.1 KM) NORTHEAST OF CHAMBERS LAKE, AT THE SOUTHWEST CORNER OF A
 AA3640'BRIDGE OVER THE LA POUDRE RIVER, ABOUT 120 FEET (36.6 M) FROM THE
 AA3640'CENTERLINE OF HIGHWAY 14.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0867 ***********************************************************************
 LL0867  DESIGNATION -  F 326
 LL0867  PID         -  LL0867
 LL0867  STATE/COUNTY-  CO/BOULDER
 LL0867  USGS QUAD   -  ALLENS PARK (1978)
 LL0867
 LL0867                         *CURRENT SURVEY CONTROL
 LL0867  ___________________________________________________________________
 LL0867* NAD 83(1986)-  40 11 39.     (N)    105 31 14.     (W)     SCALED    
 LL0867* NAVD 88     -      2547.613  (meters)    8358.29   (feet)  ADJUSTED  
 LL0867  ___________________________________________________________________
 LL0867  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 LL0867  DYNAMIC HT  -        2544.868 (meters)    8349.29  (feet)  COMP
 LL0867  MODELED GRAV-     979,455.5   (mgal)                       NAVD 88
 LL0867
 LL0867  VERT ORDER  -  SECOND    CLASS 0
 LL0867
 LL0867.The horizontal coordinates were scaled from a topographic map and have
 LL0867.an estimated accuracy of +/- 6 seconds.
 LL0867
 LL0867.The orthometric height was determined by differential leveling
 LL0867.and adjusted by the National Geodetic Survey in June 1991..
 LL0867
 LL0867.The geoid height was determined by GEOID03.
 LL0867
 LL0867.The dynamic height is computed by dividing the NAVD 88
 LL0867.geopotential number by the normal gravity value computed on the
 LL0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0867.degrees latitude (g = 980.6199 gals.).
 LL0867
 LL0867.The modeled gravity was interpolated from observed gravity values.
 LL0867
 LL0867;                    North         East    Units  Estimated Accuracy
 LL0867;SPC CO N     -   400,380.      912,650.      MT  (+/- 180 meters Scaled)
 LL0867
 LL0867                          SUPERSEDED SURVEY CONTROL
 LL0867
 LL0867  NGVD 29 (??/??/92) 2546.289  (m)         8353.95   (f) ADJ UNCH    2 0
 LL0867
 LL0867.Superseded values are not recommended for survey control.
 LL0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0867.See file dsdata.txt to determine how the superseded data were derived.
 LL0867
 LL0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE556494(NAD 83)
 LL0867_MARKER: DB = BENCH MARK DISK
 LL0867_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LL0867_SP_SET: LARGE ROCK
 LL0867_STAMPING: F 326 1951
 LL0867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0867_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LL0867+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 LL0867
 LL0867  HISTORY     - Date     Condition        Report By
 LL0867  HISTORY     - 1951     MONUMENTED       CGS
 LL0867  HISTORY     - 1985     GOOD             NGS
 LL0867  HISTORY     - 19990915 GOOD             USPSQD
 LL0867  HISTORY     - 20010331 GOOD             NGS
 LL0867  HISTORY     - 20031016 GOOD             USPSQD
 LL0867  HISTORY     - 20050901 GOOD             USPSQD
 LL0867
 LL0867                          STATION DESCRIPTION
 LL0867
 LL0867'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0867'0.4 MI SE FROM ALLENSPARK.
 LL0867'0.35 MILE SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE AT
 LL0867'ALLENSPARK, 23 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 72
 LL0867'FEET WEST OF THE EXTENDED CENTER LINE OF A ROAD LEADING SOUTHEAST
 LL0867'TO THE ALLENSPARK SKI AREA, 3 FEET ABOVE THE LEVEL OF THE HIGHWAY
 LL0867'SET VERTICALLY IN THE SOUTHEAST SIDE OF A LARGE GRANITE ROCK WHICH
 LL0867'IS 30 FEET HIGH.
 LL0867
 LL0867                          STATION RECOVERY (1985)
 LL0867
 LL0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LL0867'A NEW DESC: 0.6 KM (0.35 MI) SOUTHEAST ALONG BUSINESS STATE HIGHWAY 7
 LL0867'FROM THE POST OFICE AT ALLENSPARK, 7.0 M (23 FT) NORTH OF THE
 LL0867'CENTERLINE OF THE HIGHWAY, 22.0 M (72 FT) WEST OF THE EXTENDED
 LL0867'CENTERLINE OF A ROAD LEADING SOUTHEAST TO THE ALLENSPARK SKI AREA,
 LL0867'COUNTY ROAD 107, SET VERTICALLY IN THE SOUTHEASAT SIDE OF A LARGE
 LL0867'GRANTIE ROCK WHICH IS ABOUT 9.4 M (30 FT) HIGH.
 LL0867
 LL0867                          STATION RECOVERY (1999)
 LL0867
 LL0867'RECOVERY NOTE BY US POWER SQUADRON 1999
 LL0867'RECOVERED IN GOOD CONDITION.
 LL0867
 LL0867                          STATION RECOVERY (2001)
 LL0867
 LL0867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0867'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL0867
 LL0867                          STATION RECOVERY (2003)
 LL0867
 LL0867'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 LL0867'RECOVERED IN GOOD CONDITION.
 LL0867
 LL0867                          STATION RECOVERY (2005)
 LL0867
 LL0867'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 LL0867'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0847 ***********************************************************************
 LL0847  DESIGNATION -  F 327
 LL0847  PID         -  LL0847
 LL0847  STATE/COUNTY-  CO/GRAND
 LL0847  USGS QUAD   -  FALL RIVER PASS (1977)
 LL0847
 LL0847                         *CURRENT SURVEY CONTROL
 LL0847  ___________________________________________________________________
 LL0847* NAD 83(1986)-  40 28 32.     (N)    105 49 30.     (W)     SCALED    
 LL0847* NAVD 88     -      3106.338  (meters)   10191.38   (feet)  ADJUSTED  
 LL0847  ___________________________________________________________________
 LL0847  GEOID HEIGHT-         -11.31  (meters)                     GEOID03
 LL0847  DYNAMIC HT  -        3102.722 (meters)   10179.51  (feet)  COMP
 LL0847  MODELED GRAV-     979,346.5   (mgal)                       NAVD 88
 LL0847
 LL0847  VERT ORDER  -  SECOND    CLASS 0
 LL0847
 LL0847.The horizontal coordinates were scaled from a topographic map and have
 LL0847.an estimated accuracy of +/- 6 seconds.
 LL0847
 LL0847.The orthometric height was determined by differential leveling
 LL0847.and adjusted by the National Geodetic Survey in June 1991..
 LL0847
 LL0847.The geoid height was determined by GEOID03.
 LL0847
 LL0847.The dynamic height is computed by dividing the NAVD 88
 LL0847.geopotential number by the normal gravity value computed on the
 LL0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0847.degrees latitude (g = 980.6199 gals.).
 LL0847
 LL0847.The modeled gravity was interpolated from observed gravity values.
 LL0847
 LL0847;                    North         East    Units  Estimated Accuracy
 LL0847;SPC CO N     -   431,670.      886,840.      MT  (+/- 180 meters Scaled)
 LL0847
 LL0847                          SUPERSEDED SURVEY CONTROL
 LL0847
 LL0847  NGVD 29 (??/??/92) 3104.776  (m)        10186.25   (f) ADJ UNCH    2 0
 LL0847
 LL0847.Superseded values are not recommended for survey control.
 LL0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0847.See file dsdata.txt to determine how the superseded data were derived.
 LL0847
 LL0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE300808(NAD 83)
 LL0847_MARKER: DB = BENCH MARK DISK
 LL0847_SETTING: 80 = SET IN A BOULDER
 LL0847_STAMPING: F 327 1951
 LL0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0847+STABILITY: SURFACE MOTION
 LL0847
 LL0847  HISTORY     - Date     Condition        Report By
 LL0847  HISTORY     - 1951     MONUMENTED       CGS
 LL0847  HISTORY     - 1968     GOOD             NGS
 LL0847
 LL0847                          STATION DESCRIPTION
 LL0847
 LL0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0847'26 MI NE FROM GRAND LAKE.
 LL0847'10.8 MILES NORTH ALONG U.S. HIGHWAY 34 FROM ITS JUNCTION WITH
 LL0847'STATE HIGHWAY 278 AT GRAND LAKE, THENCE 3.25 MILES WEST ALONG
 LL0847'A WINDING PRIVATE ROAD LEADING TO THE WATER SUPPLY AND STORAGE
 LL0847'COMPANY DITCH, THENCE 12.1 MILES NORTHEAST ALONG THE DITCH ROAD
 LL0847'LEADING TO THE LONG DRAW RESERVOIR, 0.05 MILE NORTHEAST OF A
 LL0847'GATE, 150 FEET NORTHEAST OF THE EAST CORNER OF A LOG CABIN, 72
 LL0847'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 0.85 MILE SOUTHWEST
 LL0847'OF BENCH MARK G 327, SET IN THE TOP OF A GRANITE BOULDER.
 LL0847
 LL0847                          STATION RECOVERY (1968)
 LL0847
 LL0847'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LL0847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0657 ***********************************************************************
 LL0657  DESIGNATION -  F 328
 LL0657  PID         -  LL0657
 LL0657  STATE/COUNTY-  CO/BOULDER
 LL0657  USGS QUAD   -  GOLD HILL (1978)
 LL0657
 LL0657                         *CURRENT SURVEY CONTROL
 LL0657  ___________________________________________________________________
 LL0657* NAD 83(1986)-  40 05 34.     (N)    105 29 36.     (W)     SCALED    
 LL0657* NAVD 88     -      2754.882  (meters)    9038.31   (feet)  ADJUSTED  
 LL0657  ___________________________________________________________________
 LL0657  GEOID HEIGHT-         -13.28  (meters)                     GEOID03
 LL0657  DYNAMIC HT  -        2751.792 (meters)    9028.17  (feet)  COMP
 LL0657  MODELED GRAV-     979,403.2   (mgal)                       NAVD 88
 LL0657
 LL0657  VERT ORDER  -  SECOND    CLASS 0
 LL0657
 LL0657.The horizontal coordinates were scaled from a topographic map and have
 LL0657.an estimated accuracy of +/- 6 seconds.
 LL0657
 LL0657.The orthometric height was determined by differential leveling
 LL0657.and adjusted by the National Geodetic Survey in June 1991..
 LL0657
 LL0657.The geoid height was determined by GEOID03.
 LL0657
 LL0657.The dynamic height is computed by dividing the NAVD 88
 LL0657.geopotential number by the normal gravity value computed on the
 LL0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0657.degrees latitude (g = 980.6199 gals.).
 LL0657
 LL0657.The modeled gravity was interpolated from observed gravity values.
 LL0657
 LL0657;                    North         East    Units  Estimated Accuracy
 LL0657;SPC CO N     -   389,120.      914,970.      MT  (+/- 180 meters Scaled)
 LL0657
 LL0657                          SUPERSEDED SURVEY CONTROL
 LL0657
 LL0657  NGVD 29 (??/??/92) 2753.479  (m)         9033.71   (f) ADJ UNCH    2 0
 LL0657
 LL0657.Superseded values are not recommended for survey control.
 LL0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0657.See file dsdata.txt to determine how the superseded data were derived.
 LL0657
 LL0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE579381(NAD 83)
 LL0657_MARKER: DB = BENCH MARK DISK
 LL0657_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LL0657_SP_SET: GRANITE ROCK
 LL0657_STAMPING: F 328 1951
 LL0657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0657+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2005
 LL0657
 LL0657  HISTORY     - Date     Condition        Report By
 LL0657  HISTORY     - 1951     MONUMENTED       CGS
 LL0657  HISTORY     - 19950911 GOOD             USPSQD
 LL0657  HISTORY     - 20010331 GOOD             NGS
 LL0657  HISTORY     - 20021007 GOOD             USPSQD
 LL0657  HISTORY     - 20050914 GOOD             USPSQD
 LL0657
 LL0657                          STATION DESCRIPTION
 LL0657
 LL0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0657'2.2 MI NE FROM WARD.
 LL0657'0.4 MILE NORTHEAST ALONG A WINDING ROAD FROM THE POST OFFICE AT
 LL0657'WARD, THENCE 1.8 MILES NORTHEAST ALONG STATE HIGHWAY 160, AT
 LL0657'THE HOME OF MR. MORGAN, 56 FEET NORTH OF THE CENTER LINE OF THE
 LL0657'HIGHWAY, 40 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN, 39
 LL0657'FEET WEST OF THE NORTHWEST CORNER OF A GARAGE, 22 FEET NORTHWEST
 LL0657'OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 29 FEET NORTH OF THE
 LL0657'WEST END OF AN IRON GATE, 6 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 LL0657'FLUSH WITH THE GROUND, SET IN THE TOP OF A GRANITE ROCK.
 LL0657
 LL0657                          STATION RECOVERY (1995)
 LL0657
 LL0657'RECOVERY NOTE BY US POWER SQUADRON 1995
 LL0657'RECOVERED IN GOOD CONDITION.
 LL0657
 LL0657                          STATION RECOVERY (2001)
 LL0657
 LL0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0657'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL0657
 LL0657                          STATION RECOVERY (2002)
 LL0657
 LL0657'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 LL0657'RECOVERED IN GOOD CONDITION.
 LL0657
 LL0657                          STATION RECOVERY (2005)
 LL0657
 LL0657'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 LL0657'STATE HIGHWAY 160 IS NOW 72.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0298 ***********************************************************************
 HK0298  DESIGNATION -  F 33
 HK0298  PID         -  HK0298
 HK0298  STATE/COUNTY-  CO/ALAMOSA
 HK0298  USGS QUAD   -  ALAMOSA EAST (1966)
 HK0298
 HK0298                         *CURRENT SURVEY CONTROL
 HK0298  ___________________________________________________________________
 HK0298* NAD 83(1986)-  37 28 08.     (N)    105 51 56.     (W)     SCALED    
 HK0298* NAVD 88     -      2300.596  (meters)    7547.87   (feet)  ADJUSTED  
 HK0298  ___________________________________________________________________
 HK0298  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 HK0298  DYNAMIC HT  -        2297.581 (meters)    7537.98  (feet)  COMP
 HK0298  MODELED GRAV-     979,237.0   (mgal)                       NAVD 88
 HK0298
 HK0298  VERT ORDER  -  FIRST     CLASS II
 HK0298
 HK0298.The horizontal coordinates were scaled from a topographic map and have
 HK0298.an estimated accuracy of +/- 6 seconds.
 HK0298
 HK0298.The orthometric height was determined by differential leveling
 HK0298.and adjusted by the National Geodetic Survey in June 1991..
 HK0298
 HK0298.The geoid height was determined by GEOID03.
 HK0298
 HK0298.The dynamic height is computed by dividing the NAVD 88
 HK0298.geopotential number by the normal gravity value computed on the
 HK0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0298.degrees latitude (g = 980.6199 gals.).
 HK0298
 HK0298.The modeled gravity was interpolated from observed gravity values.
 HK0298
 HK0298;                    North         East    Units  Estimated Accuracy
 HK0298;SPC CO S     -   393,900.      882,070.      MT  (+/- 180 meters Scaled)
 HK0298
 HK0298                          SUPERSEDED SURVEY CONTROL
 HK0298
 HK0298  NGVD 29 (??/??/92) 2299.436  (m)         7544.07   (f) ADJ UNCH    1 2
 HK0298
 HK0298.Superseded values are not recommended for survey control.
 HK0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0298.See file dsdata.txt to determine how the superseded data were derived.
 HK0298
 HK0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB234472(NAD 83)
 HK0298_MARKER: DB = BENCH MARK DISK
 HK0298_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 HK0298_STAMPING: 7544.066 F 33 1933
 HK0298_MARK LOGO: CGS   
 HK0298_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HK0298+STABILITY: POSITION/ELEVATION WELL
 HK0298
 HK0298  HISTORY     - Date     Condition        Report By
 HK0298  HISTORY     - 1933     MONUMENTED       CGS
 HK0298  HISTORY     - 1934     GOOD             NGS
 HK0298  HISTORY     - 1984     GOOD             NGS
 HK0298  HISTORY     - 19980614 GOOD             USPSQD
 HK0298
 HK0298                          STATION DESCRIPTION
 HK0298
 HK0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HK0298'AT ALAMOSA.
 HK0298'AT ALAMOSA, ALAMOSA COUNTY, AT 407 STATE STREET, AT THE ELKS
 HK0298'BUILDING, JUST NORTH OF THE ENTRANCE TO THE OFFICE OF THE CHAMBER
 HK0298'OF COMMERCE, IN THE BRICK FACE, AND ABOUT 5 FEET HIGHER THAN
 HK0298'THE GROUND.  A STANDARD DISK, STAMPED 7544.066 F 33 1933 AND
 HK0298'SET VERTICALLY.
 HK0298
 HK0298                          STATION RECOVERY (1984)
 HK0298
 HK0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0298'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN ALAMOSA,
 HK0298'AT 407 STATE STREET, SET VERTICALLY IN THE EAST FACE OF THE VALLEY
 HK0298'COURIER BUILDING, 5.7 M (18.7 FT) NORTH OF THE SOUTHEAST CORNER OF THE
 HK0298'BUILDING, AND 1.3 M (4.3 FT) NORTH OF THE CENTER OF THE EMPLOYEES
 HK0298'ENTRANCE.
 HK0298'THE MARK IS 1.6 M ABOVE THE SIDEWALK.
 HK0298
 HK0298                          STATION RECOVERY (1998)
 HK0298
 HK0298'RECOVERY NOTE BY US POWER SQUADRON 1998
 HK0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0133 ***********************************************************************
 LL0133  DESIGNATION -  F 330
 LL0133  PID         -  LL0133
 LL0133  STATE/COUNTY-  CO/WELD
 LL0133  USGS QUAD   -  DEARFIELD (1951)
 LL0133
 LL0133                         *CURRENT SURVEY CONTROL
 LL0133  ___________________________________________________________________
 LL0133* NAD 83(1986)-  40 15 56.     (N)    104 17 42.     (W)     SCALED    
 LL0133* NAVD 88     -      1387.228  (meters)    4551.26   (feet)  ADJUSTED  
 LL0133  ___________________________________________________________________
 LL0133  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 LL0133  DYNAMIC HT  -        1386.068 (meters)    4547.46  (feet)  COMP
 LL0133  MODELED GRAV-     979,741.3   (mgal)                       NAVD 88
 LL0133
 LL0133  VERT ORDER  -  SECOND    CLASS 0
 LL0133
 LL0133.The horizontal coordinates were scaled from a topographic map and have
 LL0133.an estimated accuracy of +/- 6 seconds.
 LL0133
 LL0133.The orthometric height was determined by differential leveling
 LL0133.and adjusted by the National Geodetic Survey in June 1991..
 LL0133
 LL0133.The geoid height was determined by GEOID03.
 LL0133
 LL0133.The dynamic height is computed by dividing the NAVD 88
 LL0133.geopotential number by the normal gravity value computed on the
 LL0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0133.degrees latitude (g = 980.6199 gals.).
 LL0133
 LL0133.The modeled gravity was interpolated from observed gravity values.
 LL0133
 LL0133;                    North         East    Units  Estimated Accuracy
 LL0133;SPC CO N     -   409,000.    1,016,890.      MT  (+/- 180 meters Scaled)
 LL0133
 LL0133                          SUPERSEDED SURVEY CONTROL
 LL0133
 LL0133  NGVD 29 (??/??/92) 1386.426  (m)         4548.63   (f) ADJ UNCH    2 0
 LL0133
 LL0133.Superseded values are not recommended for survey control.
 LL0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0133.See file dsdata.txt to determine how the superseded data were derived.
 LL0133
 LL0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE599574(NAD 83)
 LL0133_MARKER: DB = BENCH MARK DISK
 LL0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0133_STAMPING: F 330 1952
 LL0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0133+STABILITY: SURFACE MOTION
 LL0133
 LL0133  HISTORY     - Date     Condition        Report By
 LL0133  HISTORY     - 1952     MONUMENTED       CGS
 LL0133
 LL0133                          STATION DESCRIPTION
 LL0133
 LL0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0133'5.6 MI SW FROM MASTERS.
 LL0133'1.2 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE UNION PACIFIC
 LL0133'RAILROAD STATION AT MASTERS, THENCE, 2.45 MILES WEST ALONG U.S.
 LL0133'HIGHWAY 34, THENCE 2.0 MILES SOUTH ALONG A GRADED DIRT ROAD, 0.2
 LL0133'MILE SOUTH OF A CATTLE GUARD, 37 FEET WEST OF THE CENTER LINE OF
 LL0133'THE ROAD, 15.6 FEET NORTH OF A POWER POLE, IN LINE WITH A ROW OF
 LL0133'POWER POLES, 3.3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 LL0133'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0155 ***********************************************************************
 LL0155  DESIGNATION -  F 331
 LL0155  PID         -  LL0155
 LL0155  STATE/COUNTY-  CO/WELD
 LL0155  USGS QUAD   -  PROSPECT VALLEY (1978)
 LL0155
 LL0155                         *CURRENT SURVEY CONTROL
 LL0155  ___________________________________________________________________
 LL0155* NAD 83(1986)-  40 03 31.     (N)    104 24 52.     (W)     SCALED    
 LL0155* NAVD 88     -      1485.175  (meters)    4872.61   (feet)  ADJUSTED  
 LL0155  ___________________________________________________________________
 LL0155  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 LL0155  DYNAMIC HT  -        1483.877 (meters)    4868.35  (feet)  COMP
 LL0155  MODELED GRAV-     979,699.8   (mgal)                       NAVD 88
 LL0155
 LL0155  VERT ORDER  -  SECOND    CLASS 0
 LL0155
 LL0155.The horizontal coordinates were scaled from a topographic map and have
 LL0155.an estimated accuracy of +/- 6 seconds.
 LL0155
 LL0155.The orthometric height was determined by differential leveling
 LL0155.and adjusted by the National Geodetic Survey in June 1991..
 LL0155
 LL0155.The geoid height was determined by GEOID03.
 LL0155
 LL0155.The dynamic height is computed by dividing the NAVD 88
 LL0155.geopotential number by the normal gravity value computed on the
 LL0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0155.degrees latitude (g = 980.6199 gals.).
 LL0155
 LL0155.The modeled gravity was interpolated from observed gravity values.
 LL0155
 LL0155;                    North         East    Units  Estimated Accuracy
 LL0155;SPC CO N     -   385,900.    1,007,020.      MT  (+/- 180 meters Scaled)
 LL0155
 LL0155                          SUPERSEDED SURVEY CONTROL
 LL0155
 LL0155  NGVD 29 (??/??/92) 1484.340  (m)         4869.87   (f) ADJ UNCH    2 0
 LL0155
 LL0155.Superseded values are not recommended for survey control.
 LL0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0155.See file dsdata.txt to determine how the superseded data were derived.
 LL0155
 LL0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE499344(NAD 83)
 LL0155_MARKER: DB = BENCH MARK DISK
 LL0155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0155_SP_SET: HEADWALL
 LL0155_STAMPING: F 331 1952
 LL0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0155
 LL0155  HISTORY     - Date     Condition        Report By
 LL0155  HISTORY     - 1952     MONUMENTED       CGS
 LL0155
 LL0155                          STATION DESCRIPTION
 LL0155
 LL0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0155'1 MI S FROM PROSPECT VALLEY.
 LL0155'1.0 MILE SOUTH ALONG STATE HIGHWAY 79 FROM ITS INTERSECTION WITH
 LL0155'STATE HIGHWAY 52 AT PROSPECT VALLEY, 52 FEET WEST OF THE CENTER LINE
 LL0155'OF THE HIGHWAY, 29 FEET NORTH OF THE CENTER LINE OF AN EAST AND
 LL0155'WEST GRAVELED ROAD, 18 FEET NORTH OF THE NORTH END OF A 40 INCH
 LL0155'STEEL PIPE CULVERT, 3.4 FEET NORTH OF A STEEL FLOOD GATE, SET IN
 LL0155'THE TOP OF THE CONCRETE HEADWALL OF THE SPILLWAY OF AN IRRIGATION
 LL0155'DITCH, 1.4 FEET EAST OF THE WEST END OF THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1208 ***********************************************************************
 KK1208  DESIGNATION -  F 336
 KK1208  PID         -  KK1208
 KK1208  STATE/COUNTY-  CO/GRAND
 KK1208  USGS QUAD   -  EAST PORTAL (1958)
 KK1208
 KK1208                         *CURRENT SURVEY CONTROL
 KK1208  ___________________________________________________________________
 KK1208* NAD 83(1986)-  39 54 19.     (N)    105 43 39.     (W)     SCALED    
 KK1208* NAVD 88     -      3178.860  (meters)   10429.31   (feet)  ADJUSTED  
 KK1208  ___________________________________________________________________
 KK1208  GEOID HEIGHT-         -12.43  (meters)                     GEOID03
 KK1208  DYNAMIC HT  -        3174.945 (meters)   10416.47  (feet)  COMP
 KK1208  MODELED GRAV-     979,277.5   (mgal)                       NAVD 88
 KK1208
 KK1208  VERT ORDER  -  SECOND    CLASS 0
 KK1208
 KK1208.The horizontal coordinates were scaled from a topographic map and have
 KK1208.an estimated accuracy of +/- 6 seconds.
 KK1208
 KK1208.The orthometric height was determined by differential leveling
 KK1208.and adjusted by the National Geodetic Survey in June 1991..
 KK1208
 KK1208.The geoid height was determined by GEOID03.
 KK1208
 KK1208.The dynamic height is computed by dividing the NAVD 88
 KK1208.geopotential number by the normal gravity value computed on the
 KK1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1208.degrees latitude (g = 980.6199 gals.).
 KK1208
 KK1208.The modeled gravity was interpolated from observed gravity values.
 KK1208
 KK1208;                    North         East    Units  Estimated Accuracy
 KK1208;SPC CO N     -   368,330.      894,950.      MT  (+/- 180 meters Scaled)
 KK1208
 KK1208                          SUPERSEDED SURVEY CONTROL
 KK1208
 KK1208  NGVD 29 (??/??/92) 3177.226  (m)        10423.95   (f) ADJ UNCH    2 0
 KK1208
 KK1208.Superseded values are not recommended for survey control.
 KK1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1208.See file dsdata.txt to determine how the superseded data were derived.
 KK1208
 KK1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE378174(NAD 83)
 KK1208_MARKER: DB = BENCH MARK DISK
 KK1208_SETTING: 80 = SET IN A BOULDER
 KK1208_STAMPING: F 336 1952
 KK1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1208+STABILITY: SURFACE MOTION
 KK1208
 KK1208  HISTORY     - Date     Condition        Report By
 KK1208  HISTORY     - 1952     MONUMENTED       CGS
 KK1208
 KK1208                          STATION DESCRIPTION
 KK1208
 KK1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK1208'7.4 MI E FROM WEST PORTAL.
 KK1208'0.2 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE WEST ENTRANCE
 KK1208'TO THE MOFFAT TUNNEL AT WESTPORTAL, THENCE 2.8 MILES NORTH ALONG A
 KK1208'TRACK ROAD, THENCE 4.4 MILES EAST ALONG AN ABANDONDED RAILROAD GRADE,
 KK1208'BETWEEN TWO CURVES IN THE OLD GRADE, 82 FEET WEST OF THE CENTERLINE OF
 KK1208'THE OLD RAILROAD, 30 FEET BELOW THE LEVEL OF THE OLD GRADE, SET IN THE
 KK1208'TOP OF THE CENTER OF A 3X4 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0302 ***********************************************************************
 KK0302  DESIGNATION -  F 337
 KK0302  PID         -  KK0302
 KK0302  STATE/COUNTY-  CO/DOUGLAS
 KK0302  USGS QUAD   -  PONDEROSA PARK (1994)
 KK0302
 KK0302                         *CURRENT SURVEY CONTROL
 KK0302  ___________________________________________________________________
 KK0302* NAD 83(1986)-  39 22 37.     (N)    104 41 45.     (W)     SCALED    
 KK0302* NAVD 88     -      1988.203  (meters)    6522.96   (feet)  POSTED    
 KK0302  ___________________________________________________________________
 KK0302  GEOID HEIGHT-         -17.29  (meters)                     GEOID03
 KK0302  DYNAMIC HT  -        1986.140 (meters)    6516.19  (feet)  COMP
 KK0302  MODELED GRAV-     979,516.2   (mgal)                       NAVD 88
 KK0302
 KK0302  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0302
 KK0302.The horizontal coordinates were scaled from a topographic map and have
 KK0302.an estimated accuracy of +/- 6 seconds.
 KK0302
 KK0302.The orthometric height was determined by differential leveling
 KK0302.and adjusted by the National Geodetic Survey in 1992..
 KK0302.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0302.rate of 1.1 thru 2.0 mm/km.
 KK0302
 KK0302.The geoid height was determined by GEOID03.
 KK0302
 KK0302.The dynamic height is computed by dividing the NAVD 88
 KK0302.geopotential number by the normal gravity value computed on the
 KK0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0302.degrees latitude (g = 980.6199 gals.).
 KK0302
 KK0302.The modeled gravity was interpolated from observed gravity values.
 KK0302
 KK0302;                    North         East    Units  Estimated Accuracy
 KK0302;SPC CO C     -   476,460.      983,690.      MT  (+/- 180 meters Scaled)
 KK0302
 KK0302                          SUPERSEDED SURVEY CONTROL
 KK0302
 KK0302  NGVD 29 (??/??/92) 1987.187  (m)         6519.63   (f) ADJ UNCH    2 0
 KK0302
 KK0302.Superseded values are not recommended for survey control.
 KK0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0302.See file dsdata.txt to determine how the superseded data were derived.
 KK0302
 KK0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED261586(NAD 83)
 KK0302_MARKER: DB = BENCH MARK DISK
 KK0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0302_STAMPING: F 337 1952
 KK0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0302+STABILITY: SURFACE MOTION
 KK0302
 KK0302  HISTORY     - Date     Condition        Report By
 KK0302  HISTORY     - 1952     MONUMENTED       CGS
 KK0302
 KK0302                          STATION DESCRIPTION
 KK0302
 KK0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0302'5.7 MI W FROM ELIZABETH.
 KK0302'5.7 MILES WEST ALONG STATE HIGHWAY 86 FROM THE JONES MOTOR COMPANY
 KK0302'BUILDING AT ELIZABETH, 0.1 MILE WEST OF A WIRE GATE AND A TRACK
 KK0302'ROAD LEADING SOUTH, 59 FEET SOUTH OF THE CENTER LINE OF THE
 KK0302'HIGHWAY, 2 FEET NORTH OF A FENCE, 2 FEET NORTH OF A WITNESS POST,
 KK0302'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 KK0302'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0373 ***********************************************************************
 JK0373  DESIGNATION -  F 338
 JK0373  PID         -  JK0373
 JK0373  STATE/COUNTY-  CO/FREMONT
 JK0373  USGS QUAD   -  PHANTOM CANYON (1954)
 JK0373
 JK0373                         *CURRENT SURVEY CONTROL
 JK0373  ___________________________________________________________________
 JK0373* NAD 83(1986)-  38 34 50.     (N)    105 06 15.     (W)     SCALED    
 JK0373* NAVD 88     -      2275.791  (meters)    7466.49   (feet)  ADJUSTED  
 JK0373  ___________________________________________________________________
 JK0373  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 JK0373  DYNAMIC HT  -        2273.127 (meters)    7457.75  (feet)  COMP
 JK0373  MODELED GRAV-     979,375.7   (mgal)                       NAVD 88
 JK0373
 JK0373  VERT ORDER  -  SECOND    CLASS 0
 JK0373
 JK0373.The horizontal coordinates were scaled from a topographic map and have
 JK0373.an estimated accuracy of +/- 6 seconds.
 JK0373
 JK0373.The orthometric height was determined by differential leveling
 JK0373.and adjusted by the National Geodetic Survey in June 1991..
 JK0373
 JK0373.The geoid height was determined by GEOID03.
 JK0373
 JK0373.The dynamic height is computed by dividing the NAVD 88
 JK0373.geopotential number by the normal gravity value computed on the
 JK0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0373.degrees latitude (g = 980.6199 gals.).
 JK0373
 JK0373.The modeled gravity was interpolated from observed gravity values.
 JK0373
 JK0373;                    North         East    Units  Estimated Accuracy
 JK0373;SPC CO C     -   387,820.      948,890.      MT  (+/- 180 meters Scaled)
 JK0373
 JK0373                          SUPERSEDED SURVEY CONTROL
 JK0373
 JK0373  NGVD 29 (??/??/92) 2274.630  (m)         7462.68   (f) ADJ UNCH    2 0
 JK0373
 JK0373.Superseded values are not recommended for survey control.
 JK0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0373.See file dsdata.txt to determine how the superseded data were derived.
 JK0373
 JK0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC909702(NAD 83)
 JK0373_MARKER: DB = BENCH MARK DISK
 JK0373_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JK0373_SP_SET: ABUTMENT
 JK0373_STAMPING: F 338 1952
 JK0373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0373
 JK0373  HISTORY     - Date     Condition        Report By
 JK0373  HISTORY     - 1952     MONUMENTED       CGS
 JK0373
 JK0373                          STATION DESCRIPTION
 JK0373
 JK0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JK0373'14.6 MI S FROM VICTOR.
 JK0373'14.55 MILES SOUTH ALONG STATE HIGHWAY 67 FROM THE GRADE SCHOOL AT
 JK0373'VICTOR, 14 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET
 JK0373'IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT
 JK0373'OF A 100 FOOT STEEL BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0218 ***********************************************************************
 KL0218  DESIGNATION -  F 339
 KL0218  PID         -  KL0218
 KL0218  STATE/COUNTY-  CO/CHAFFEE
 KL0218  USGS QUAD   -  SOUTH PEAK (1994)
 KL0218
 KL0218                         *CURRENT SURVEY CONTROL
 KL0218  ___________________________________________________________________
 KL0218* NAD 83(1986)-  39 01 43.     (N)    106 14 42.     (W)     SCALED    
 KL0218* NAVD 88     -      2706.642  (meters)    8880.04   (feet)  ADJUSTED  
 KL0218  ___________________________________________________________________
 KL0218  GEOID HEIGHT-         -13.34  (meters)                     GEOID03
 KL0218  DYNAMIC HT  -        2703.118 (meters)    8868.48  (feet)  COMP
 KL0218  MODELED GRAV-     979,228.5   (mgal)                       NAVD 88
 KL0218
 KL0218  VERT ORDER  -  FIRST     CLASS II
 KL0218
 KL0218.The horizontal coordinates were scaled from a topographic map and have
 KL0218.an estimated accuracy of +/- 6 seconds.
 KL0218
 KL0218.The orthometric height was determined by differential leveling
 KL0218.and adjusted by the National Geodetic Survey in June 1991..
 KL0218
 KL0218.The geoid height was determined by GEOID03.
 KL0218
 KL0218.The dynamic height is computed by dividing the NAVD 88
 KL0218.geopotential number by the normal gravity value computed on the
 KL0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0218.degrees latitude (g = 980.6199 gals.).
 KL0218
 KL0218.The modeled gravity was interpolated from observed gravity values.
 KL0218
 KL0218;                    North         East    Units  Estimated Accuracy
 KL0218;SPC CO C     -   437,750.      849,900.      MT  (+/- 180 meters Scaled)
 KL0218
 KL0218                          SUPERSEDED SURVEY CONTROL
 KL0218
 KL0218  NGVD 29 (??/??/92) 2704.96   (m)         8874.5    (f) COMPUTED    1 2
 KL0218
 KL0218.Superseded values are not recommended for survey control.
 KL0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0218.See file dsdata.txt to determine how the superseded data were derived.
 KL0218
 KL0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD922206(NAD 83)
 KL0218_MARKER: DB = BENCH MARK DISK
 KL0218_SETTING: 66 = SET IN ROCK OUTCROP
 KL0218_SP_SET: GRANITE OUTCROP
 KL0218_STAMPING: F 339 1953
 KL0218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0218+STABILITY: POSITION/ELEVATION WELL
 KL0218
 KL0218  HISTORY     - Date     Condition        Report By
 KL0218  HISTORY     - 1953     MONUMENTED       CGS
 KL0218  HISTORY     - 1958     MARK NOT FOUND   NGS
 KL0218
 KL0218                          STATION DESCRIPTION
 KL0218
 KL0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KL0218'1.6 MI SE FROM YALE.
 KL0218'1.6 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KL0218'FROM THE STATION AT YALE, 0.1 MILE NORTHWEST OF A ROAD CROSSING, 44
 KL0218'FEET SOUTHEAST OF A LONE 10 INCH SPRUCE TREE, 33.4 FEET SOUTHWEST OF
 KL0218'THE SOUTHWEST RAIL, SET IN THE TOP OF A GRANITE OUTCROP.
 KL0218
 KL0218                          STATION RECOVERY (1958)
 KL0218
 KL0218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 KL0218'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0606 ***********************************************************************
 JK0606  DESIGNATION -  F 34
 JK0606  PID         -  JK0606
 JK0606  STATE/COUNTY-  CO/SAGUACHE
 JK0606  USGS QUAD   -  MOFFAT NORTH (1979)
 JK0606
 JK0606                         *CURRENT SURVEY CONTROL
 JK0606  ___________________________________________________________________
 JK0606* NAD 83(1986)-  38 04 54.     (N)    105 55 00.     (W)     SCALED    
 JK0606* NAVD 88     -      2321.109  (meters)    7615.17   (feet)  ADJUSTED  
 JK0606  ___________________________________________________________________
 JK0606  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 JK0606  DYNAMIC HT  -        2318.194 (meters)    7605.61  (feet)  COMP
 JK0606  MODELED GRAV-     979,289.7   (mgal)                       NAVD 88
 JK0606
 JK0606  VERT ORDER  -  FIRST     CLASS II
 JK0606
 JK0606.The horizontal coordinates were scaled from a topographic map and have
 JK0606.an estimated accuracy of +/- 6 seconds.
 JK0606
 JK0606.The orthometric height was determined by differential leveling
 JK0606.and adjusted by the National Geodetic Survey in June 1991..
 JK0606
 JK0606.The geoid height was determined by GEOID03.
 JK0606
 JK0606.The dynamic height is computed by dividing the NAVD 88
 JK0606.geopotential number by the normal gravity value computed on the
 JK0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0606.degrees latitude (g = 980.6199 gals.).
 JK0606
 JK0606.The modeled gravity was interpolated from observed gravity values.
 JK0606
 JK0606;                    North         East    Units  Estimated Accuracy
 JK0606;SPC CO S     -   461,930.      877,850.      MT  (+/- 180 meters Scaled)
 JK0606
 JK0606                          SUPERSEDED SURVEY CONTROL
 JK0606
 JK0606  NGVD 29 (??/??/92) 2319.834  (m)         7610.99   (f) ADJ UNCH    1 2
 JK0606
 JK0606.Superseded values are not recommended for survey control.
 JK0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0606.See file dsdata.txt to determine how the superseded data were derived.
 JK0606
 JK0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC196152(NAD 83)
 JK0606_MARKER: DB = BENCH MARK DISK
 JK0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0606_STAMPING: F-34 1933
 JK0606_MARK LOGO: CGS   
 JK0606_PROJECTION: PROJECTING 30 CENTIMETERS
 JK0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0606+STABILITY: SURFACE MOTION
 JK0606
 JK0606  HISTORY     - Date     Condition        Report By
 JK0606  HISTORY     - 1933     MONUMENTED       CGS
 JK0606  HISTORY     - 1968     GOOD             USGS
 JK0606  HISTORY     - 1984     GOOD             NGS
 JK0606
 JK0606                          STATION DESCRIPTION
 JK0606
 JK0606'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JK0606'5.6 MI N FROM MOFFAT.
 JK0606'TO REACH FROM MOFFAT POST OFFICE, SAGUACHE COUNTY, DRIVE NORTH ON
 JK0606'STATE HIGHWAY 17 5.65 MILES, ABOUT 0.25 MILES SOUTH OF A COUNTY
 JK0606'ROAD LEADING WEST, ABOUT 240 FEET EAST OF THE CENTER LINE OF THE
 JK0606'HIGHWAY, 48 FEET EAST OF THE CENTER LINE OF THE ABANDONED RAILROAD,
 JK0606'AND IN LINE WITH A NORTH- AND SOUTH FENCE.  A STANDARD DISK,
 JK0606'STAMPED 7610.989 F-34 1933 AND SET IN THE TOP OF A CONCRETE POST
 JK0606'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 JK0606
 JK0606                          STATION RECOVERY (1984)
 JK0606
 JK0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0606'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  9.0 KM (5.6
 JK0606'MI) NORTHERLY ALONG STATE HIGHWAY 17 FROM THE POST OFFICE IN MOFFAT,
 JK0606'0.4 KM (0.25 MI) SOUTH OF THE INTERSECTION OF COUNTY ROAD Z, 80.0 M
 JK0606'(262.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 48.0 M (157.5 FT)
 JK0606'EAST OF A FENCE, AND 14.7 M (48.2 FT) EAST OF THE CENTER OF AN OLD
 JK0606'RAILROAD GRADE.  NOTE--DISK IS STAMPED F 34 1933 7610.989.
 JK0606'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JK0606'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0599 ***********************************************************************
 JK0599  DESIGNATION -  F 340
 JK0599  PID         -  JK0599
 JK0599  STATE/COUNTY-  CO/FREMONT
 JK0599  USGS QUAD   -  WELLSVILLE (1994)
 JK0599
 JK0599                         *CURRENT SURVEY CONTROL
 JK0599  ___________________________________________________________________
 JK0599* NAD 83(1986)-  38 28 36.     (N)    105 52 55.     (W)     SCALED    
 JK0599* NAVD 88     -      2076.151  (meters)    6811.51   (feet)  ADJUSTED  
 JK0599  ___________________________________________________________________
 JK0599  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 JK0599  DYNAMIC HT  -        2073.675 (meters)    6803.38  (feet)  COMP
 JK0599  MODELED GRAV-     979,362.8   (mgal)                       NAVD 88
 JK0599
 JK0599  VERT ORDER  -  FIRST     CLASS II
 JK0599
 JK0599.The horizontal coordinates were scaled from a topographic map and have
 JK0599.an estimated accuracy of +/- 6 seconds.
 JK0599
 JK0599.The orthometric height was determined by differential leveling
 JK0599.and adjusted by the National Geodetic Survey in June 1991..
 JK0599
 JK0599.The geoid height was determined by GEOID03.
 JK0599
 JK0599.The dynamic height is computed by dividing the NAVD 88
 JK0599.geopotential number by the normal gravity value computed on the
 JK0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0599.degrees latitude (g = 980.6199 gals.).
 JK0599
 JK0599.The modeled gravity was interpolated from observed gravity values.
 JK0599
 JK0599;                    North         East    Units  Estimated Accuracy
 JK0599;SPC CO C     -   376,290.      881,070.      MT  (+/- 180 meters Scaled)
 JK0599
 JK0599                          SUPERSEDED SURVEY CONTROL
 JK0599
 JK0599  NGVD 29 (??/??/92) 2074.785  (m)         6807.02   (f) ADJ UNCH    1 2
 JK0599
 JK0599.Superseded values are not recommended for survey control.
 JK0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0599.See file dsdata.txt to determine how the superseded data were derived.
 JK0599
 JK0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC230590(NAD 83)
 JK0599_MARKER: DB = BENCH MARK DISK
 JK0599_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JK0599_SP_SET: BRIDGE ABUTMENT
 JK0599_STAMPING: F 340 1953
 JK0599_MARK LOGO: CGS   
 JK0599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0599
 JK0599  HISTORY     - Date     Condition        Report By
 JK0599  HISTORY     - 1953     MONUMENTED       CGS
 JK0599  HISTORY     - 1984     GOOD             NGS
 JK0599
 JK0599                          STATION DESCRIPTION
 JK0599
 JK0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0599'8.1 MI SE FROM SALIDA.
 JK0599'8.1 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0599'FROM THE STATION AT SALIDA, 4 1/2 RAILS WEST OF MILEPOST 207, 3.7 FEET
 JK0599'SOUTH OF THE SOUTH RAIL, SET IN THE TOP OF THE SOUTH END OF THE WEST
 JK0599'CONCRETE ABUTMENT OF TRESTLE 207.03.
 JK0599
 JK0599                          STATION RECOVERY (1984)
 JK0599
 JK0599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0599'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  15.7 KM (9.75
 JK0599'MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS SOUTH JUNCTION WITH U.S.
 JK0599'HIGHWAY 285 IN PONCHA SPRINGS, THENCE 0.3 KM (0.2 MI) EAST ALONG A
 JK0599'DIRT ROAD, THENCE 3.4 KM (2.1 MI) EASTERLY ALONG THE DENVER AND RIO
 JK0599'GRANDE WESTERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0514 ***********************************************************************
 JK0514  DESIGNATION -  F 341
 JK0514  PID         -  JK0514
 JK0514  STATE/COUNTY-  CO/FREMONT
 JK0514  USGS QUAD   -  MC INTYRE HILLS (1980)
 JK0514
 JK0514                         *CURRENT SURVEY CONTROL
 JK0514  ___________________________________________________________________
 JK0514* NAD 83(1986)-  38 27 52.     (N)    105 27 12.     (W)     SCALED    
 JK0514* NAVD 88     -      1789.122  (meters)    5869.81   (feet)  ADJUSTED  
 JK0514  ___________________________________________________________________
 JK0514  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 JK0514  DYNAMIC HT  -        1787.121 (meters)    5863.25  (feet)  COMP
 JK0514  MODELED GRAV-     979,447.3   (mgal)                       NAVD 88
 JK0514
 JK0514  VERT ORDER  -  FIRST     CLASS II
 JK0514
 JK0514.The horizontal coordinates were scaled from a topographic map and have
 JK0514.an estimated accuracy of +/- 6 seconds.
 JK0514
 JK0514.The orthometric height was determined by differential leveling
 JK0514.and adjusted by the National Geodetic Survey in June 1991..
 JK0514
 JK0514.The geoid height was determined by GEOID03.
 JK0514
 JK0514.The dynamic height is computed by dividing the NAVD 88
 JK0514.geopotential number by the normal gravity value computed on the
 JK0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0514.degrees latitude (g = 980.6199 gals.).
 JK0514
 JK0514.The modeled gravity was interpolated from observed gravity values.
 JK0514
 JK0514;                    North         East    Units  Estimated Accuracy
 JK0514;SPC CO C     -   374,860.      918,480.      MT  (+/- 180 meters Scaled)
 JK0514
 JK0514                          SUPERSEDED SURVEY CONTROL
 JK0514
 JK0514  NGVD 29 (??/??/92) 1787.965  (m)         5866.02   (f) ADJ UNCH    1 2
 JK0514
 JK0514.Superseded values are not recommended for survey control.
 JK0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0514.See file dsdata.txt to determine how the superseded data were derived.
 JK0514
 JK0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC604574(NAD 83)
 JK0514_MARKER: DB = BENCH MARK DISK
 JK0514_SETTING: 66 = SET IN ROCK OUTCROP
 JK0514_SP_SET: GRANITE OUTCROP
 JK0514_STAMPING: F 341 1953
 JK0514_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0514+STABILITY: POSITION/ELEVATION WELL
 JK0514
 JK0514  HISTORY     - Date     Condition        Report By
 JK0514  HISTORY     - 1953     MONUMENTED       CGS
 JK0514  HISTORY     - 1979     GOOD             USGS
 JK0514
 JK0514                          STATION DESCRIPTION
 JK0514
 JK0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0514'3.5 MI SW FROM PARKDALE.
 JK0514'3.5 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0514'FROM THE STATION AT PARKDALE, 0.15 MILE NORTHEAST OF MILEPOST 175,
 JK0514'130.5 FEET EAST OF THE EAST RAIL, 89.4 FEET EAST OF A FENCE, 4 FEET
 JK0514'ABOVE THE GROUND, ON THE WEST BANK OF THE ARKANSAS RIVER, SET IN THE
 JK0514'TOP OF A 9X30 FOOT GRANITE OUTCROP.
 JK0514
 JK0514                          STATION RECOVERY (1979)
 JK0514
 JK0514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JK0514'3.5 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0514'FROM THE SECTION HOUSE AT PARKDALE SIDING, 0.15 MILE NORTHEAST OF THE
 JK0514'MILEPOST 175, 130.5 FEET EAST OF THE EAST RAIL, 89.4 FEET EAST OF A
 JK0514'FENCE, 4 FEET ABOVE THE GROUND, ON THE WEST BANK OF THE ARKANSAS
 JK0514'RIVER, SET IN THE TOP OF A 9 X 30 FOOT GRANITE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0106 ***********************************************************************
 JK0106  DESIGNATION -  F 342
 JK0106  PID         -  JK0106
 JK0106  STATE/COUNTY-  CO/PUEBLO
 JK0106  USGS QUAD   -  HOBSON (1982)
 JK0106
 JK0106                         *CURRENT SURVEY CONTROL
 JK0106  ___________________________________________________________________
 JK0106* NAD 83(1986)-  38 20 13.     (N)    104 55 36.     (W)     SCALED    
 JK0106* NAVD 88     -      1503.526  (meters)    4932.82   (feet)  ADJUSTED  
 JK0106  ___________________________________________________________________
 JK0106  GEOID HEIGHT-         -17.81  (meters)                     GEOID03
 JK0106  DYNAMIC HT  -        1501.934 (meters)    4927.60  (feet)  COMP
 JK0106  MODELED GRAV-     979,517.7   (mgal)                       NAVD 88
 JK0106
 JK0106  VERT ORDER  -  FIRST     CLASS II
 JK0106
 JK0106.The horizontal coordinates were scaled from a topographic map and have
 JK0106.an estimated accuracy of +/- 6 seconds.
 JK0106
 JK0106.The orthometric height was determined by differential leveling
 JK0106.and adjusted by the National Geodetic Survey in June 1991..
 JK0106
 JK0106.The geoid height was determined by GEOID03.
 JK0106
 JK0106.The dynamic height is computed by dividing the NAVD 88
 JK0106.geopotential number by the normal gravity value computed on the
 JK0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0106.degrees latitude (g = 980.6199 gals.).
 JK0106
 JK0106.The modeled gravity was interpolated from observed gravity values.
 JK0106
 JK0106;                    North         East    Units  Estimated Accuracy
 JK0106;SPC CO S     -   490,330.      964,530.      MT  (+/- 180 meters Scaled)
 JK0106
 JK0106                          SUPERSEDED SURVEY CONTROL
 JK0106
 JK0106  NGVD 29 (??/??/92) 1502.607  (m)         4929.80   (f) ADJ UNCH    1 2
 JK0106
 JK0106.Superseded values are not recommended for survey control.
 JK0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0106.See file dsdata.txt to determine how the superseded data were derived.
 JK0106
 JK0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC064432(NAD 83)
 JK0106_MARKER: DB = BENCH MARK DISK
 JK0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0106_STAMPING: F 342 1953
 JK0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0106+STABILITY: SURFACE MOTION
 JK0106
 JK0106  HISTORY     - Date     Condition        Report By
 JK0106  HISTORY     - 1953     MONUMENTED       CGS
 JK0106
 JK0106                          STATION DESCRIPTION
 JK0106
 JK0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0106'6.7 MI E FROM PORTLAND.
 JK0106'6.7 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0106'FROM THE STATION AT PORTLAND, 0.3 MILE WEST OF A PHONE BOOTH WHICH
 JK0106'IS AT THE EAST END OF HOBSON SIDING, 0.15 MILE WEST OF MILEPOST
 JK0106'139, 42.5 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 7
 JK0106'FEET NORTH OF A ROW OF TELEPHONE POLES, 4.4 FEET SOUTH OF A FENCE,
 JK0106'1.8 FEET SOUTH OF A WITNESS POST, 7 FEET BELOW THE TOP OF THE
 JK0106'RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 JK0106'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0134 ***********************************************************************
 JK0134  DESIGNATION -  F 349
 JK0134  PID         -  JK0134
 JK0134  STATE/COUNTY-  CO/PUEBLO
 JK0134  USGS QUAD   -  NORTHWEST PUEBLO (1994)
 JK0134
 JK0134                         *CURRENT SURVEY CONTROL
 JK0134  ___________________________________________________________________
 JK0134* NAD 83(1986)-  38 15 04.     (N)    104 38 39.     (W)     SCALED    
 JK0134* NAVD 88     -      1461.235  (meters)    4794.07   (feet)  ADJUSTED  
 JK0134  ___________________________________________________________________
 JK0134  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 JK0134  DYNAMIC HT  -        1459.703 (meters)    4789.04  (feet)  COMP
 JK0134  MODELED GRAV-     979,529.8   (mgal)                       NAVD 88
 JK0134
 JK0134  VERT ORDER  -  FIRST     CLASS II
 JK0134
 JK0134.The horizontal coordinates were scaled from a topographic map and have
 JK0134.an estimated accuracy of +/- 6 seconds.
 JK0134
 JK0134.The orthometric height was determined by differential leveling
 JK0134.and adjusted by the National Geodetic Survey in June 1991..
 JK0134
 JK0134.The geoid height was determined by GEOID03.
 JK0134
 JK0134.The dynamic height is computed by dividing the NAVD 88
 JK0134.geopotential number by the normal gravity value computed on the
 JK0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0134.degrees latitude (g = 980.6199 gals.).
 JK0134
 JK0134.The modeled gravity was interpolated from observed gravity values.
 JK0134
 JK0134;                    North         East    Units  Estimated Accuracy
 JK0134;SPC CO S     -   481,000.      989,310.      MT  (+/- 180 meters Scaled)
 JK0134
 JK0134                          SUPERSEDED SURVEY CONTROL
 JK0134
 JK0134  NGVD 29 (??/??/92) 1460.360  (m)         4791.20   (f) ADJ UNCH    1 2
 JK0134
 JK0134.Superseded values are not recommended for survey control.
 JK0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0134.See file dsdata.txt to determine how the superseded data were derived.
 JK0134
 JK0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC311337(NAD 83)
 JK0134_MARKER: DB = BENCH MARK DISK
 JK0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0134_SP_SET: CONCRETE POST
 JK0134_STAMPING: F 349 1953
 JK0134_MARK LOGO: CGS   
 JK0134_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0134+STABILITY: SURFACE MOTION
 JK0134_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JK0134+SATELLITE: SATELLITE OBSERVATIONS - January 04, 1996
 JK0134
 JK0134  HISTORY     - Date     Condition        Report By
 JK0134  HISTORY     - 1953     MONUMENTED       CGS
 JK0134  HISTORY     - 1984     GOOD             NGS
 JK0134  HISTORY     - 19960104 GOOD             CODOT
 JK0134
 JK0134                          STATION DESCRIPTION
 JK0134
 JK0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0134'5.2 MI SW FROM PUEBLO.
 JK0134'3.0 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JK0134'THE STATION AT PUEBLO, THENCE 0.1 MILE SOUTH ACROSS COUNTRY, THENCE
 JK0134'0.6 MILE SOUTH ALONG SOUTH PARK STREET, THENCE 1.0 MILE EAST ALONG
 JK0134'STATE HIGHWAY 96, THENCE 0.5 MILE SOUTH ALONG PRAIRIE AVENUE, 37.7
 JK0134'FEET WEST OF THE CENTER LINE OF PRAIRIE AVENUE, 37 FEET SOUTH OF THE
 JK0134'CENTER LINE OF SMALL AVENUE, 20 FEET NORTH OF THE CENTER OF THE NORTH
 JK0134'ENTRANCE TO PUEBLO AIRPORT 1, 85 FEET NORTH OF THE NORTHEAST CORNER
 JK0134'OF THE NORTH STONE HANGAR, 3.4 FEET SOUTHEAST OF A FENCE CORNER, 14
 JK0134'FEET SOUTHWEST OF A FIRE HYDRANT, 2 FEET WEST OF A WITNESS POST, SET
 JK0134'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 JK0134'GROUND.
 JK0134
 JK0134                          STATION RECOVERY (1984)
 JK0134
 JK0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0134'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.  A
 JK0134'NEW TO REACH FOLLOWS.  IN PUEBLO, AT THE INTERSECTION OF PRAIRIE
 JK0134'AVENUE AND SMALL STREET.
 JK0134
 JK0134                          STATION RECOVERY (1996)
 JK0134
 JK0134'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (PG)
 JK0134'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0234 ***********************************************************************
 HL0234  DESIGNATION -  F 35
 HL0234  PID         -  HL0234
 HL0234  STATE/COUNTY-  CO/LA PLATA
 HL0234  USGS QUAD   -  DURANGO WEST (1963)
 HL0234
 HL0234                         *CURRENT SURVEY CONTROL
 HL0234  ___________________________________________________________________
 HL0234* NAD 83(1986)-  37 15 19.     (N)    107 55 45.     (W)     SCALED    
 HL0234* NAVD 88     -      2099.620  (meters)    6888.50   (feet)  POSTED    
 HL0234  ___________________________________________________________________
 HL0234  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 HL0234  DYNAMIC HT  -        2096.900 (meters)    6879.58  (feet)  COMP
 HL0234  MODELED GRAV-     979,258.4   (mgal)                       NAVD 88
 HL0234
 HL0234  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HL0234
 HL0234.The horizontal coordinates were scaled from a topographic map and have
 HL0234.an estimated accuracy of +/- 6 seconds.
 HL0234
 HL0234.The orthometric height was determined by differential leveling
 HL0234.and adjusted by the National Geodetic Survey in 1992..
 HL0234.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HL0234.rate of 0.0 thru 1.0 mm/km.
 HL0234
 HL0234.The geoid height was determined by GEOID03.
 HL0234
 HL0234.The dynamic height is computed by dividing the NAVD 88
 HL0234.geopotential number by the normal gravity value computed on the
 HL0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0234.degrees latitude (g = 980.6199 gals.).
 HL0234
 HL0234.The modeled gravity was interpolated from observed gravity values.
 HL0234
 HL0234;                    North         East    Units  Estimated Accuracy
 HL0234;SPC CO S     -   372,930.      698,930.      MT  (+/- 180 meters Scaled)
 HL0234
 HL0234                          SUPERSEDED SURVEY CONTROL
 HL0234
 HL0234  NGVD 29 (??/??/92) 2098.370  (m)         6884.40   (f) ADJ UNCH    1 2
 HL0234
 HL0234.Superseded values are not recommended for survey control.
 HL0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0234.See file dsdata.txt to determine how the superseded data were derived.
 HL0234
 HL0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB402272(NAD 83)
 HL0234_MARKER: DB = BENCH MARK DISK
 HL0234_SETTING: 80 = SET IN A BOULDER
 HL0234_SP_SET: BOULDER
 HL0234_STAMPING: F 35 1934
 HL0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0234+STABILITY: SURFACE MOTION
 HL0234
 HL0234  HISTORY     - Date     Condition        Report By
 HL0234  HISTORY     - 1934     MONUMENTED       CGS
 HL0234  HISTORY     - 1961     GOOD             USGS
 HL0234
 HL0234                          STATION DESCRIPTION
 HL0234
 HL0234'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 HL0234'4.0 MI W FROM DURANGO.
 HL0234'DURANGO, 4 MI. WEST OF ALONG D AND RGW RAILROAD.  TO REACH FROM THE
 HL0234'JCT. OF U.S. HWYS. 160 AND 550 IN DURANGO, GO WEST ON U.S. HWY. 160
 HL0234'FOR 2.3 MILES TO ROAD FORK, THENCE LEFT FOR 1.0 MILE TO BM SITE.  BM
 HL0234'IS 29 FT. NW OF CENTER LINE OF ROAD AND 15 FT. HIGHER, IN A BOULDER
 HL0234'COVERED WITH BRUSH AND 25 FT. SE OF CENTER LINE OF OLD R.R. GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0645 ***********************************************************************
 JK0645  DESIGNATION -  F 350
 JK0645  PID         -  JK0645
 JK0645  STATE/COUNTY-  CO/PARK
 JK0645  USGS QUAD   -  ANTERO RESERVOIR (1994)
 JK0645
 JK0645                         *CURRENT SURVEY CONTROL
 JK0645  ___________________________________________________________________
 JK0645* NAD 83(1986)-  38 59 48.     (N)    105 57 37.     (W)     SCALED    
 JK0645* NAVD 88     -      2747.974  (meters)    9015.64   (feet)  ADJUSTED  
 JK0645  ___________________________________________________________________
 JK0645  GEOID HEIGHT-         -13.65  (meters)                     GEOID03
 JK0645  DYNAMIC HT  -        2744.493 (meters)    9004.22  (feet)  COMP
 JK0645  MODELED GRAV-     979,261.4   (mgal)                       NAVD 88
 JK0645
 JK0645  VERT ORDER  -  FIRST     CLASS II
 JK0645
 JK0645.The horizontal coordinates were scaled from a topographic map and have
 JK0645.an estimated accuracy of +/- 6 seconds.
 JK0645
 JK0645.The orthometric height was determined by differential leveling
 JK0645.and adjusted by the National Geodetic Survey in June 1991..
 JK0645
 JK0645.The geoid height was determined by GEOID03.
 JK0645
 JK0645.The dynamic height is computed by dividing the NAVD 88
 JK0645.geopotential number by the normal gravity value computed on the
 JK0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0645.degrees latitude (g = 980.6199 gals.).
 JK0645
 JK0645.The modeled gravity was interpolated from observed gravity values.
 JK0645
 JK0645;                    North         East    Units  Estimated Accuracy
 JK0645;SPC CO C     -   434,040.      874,530.      MT  (+/- 180 meters Scaled)
 JK0645
 JK0645                          SUPERSEDED SURVEY CONTROL
 JK0645
 JK0645  NGVD 29 (??/??/92) 2746.402  (m)         9010.49   (f) ADJ UNCH    1 2
 JK0645
 JK0645.Superseded values are not recommended for survey control.
 JK0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0645.See file dsdata.txt to determine how the superseded data were derived.
 JK0645
 JK0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD168168(NAD 83)
 JK0645_MARKER: DB = BENCH MARK DISK
 JK0645_SETTING: 80 = SET IN A BOULDER
 JK0645_SP_SET: BOULDER
 JK0645_STAMPING: F 350 1954
 JK0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0645+STABILITY: SURFACE MOTION
 JK0645
 JK0645  HISTORY     - Date     Condition        Report By
 JK0645  HISTORY     - 1954     MONUMENTED       CGS
 JK0645
 JK0645                          STATION DESCRIPTION
 JK0645
 JK0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JK0645'5 MI N FROM ANTERO JUNCTION.
 JK0645'5.05 MILES NORTH ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION WITH U.S.
 JK0645'HIGHWAY 24 AT ANTERO JUNCTION, 45 FEET SOUTHWEST OF THE CENTER LINE
 JK0645'OF THE HIGHWAY, ON THE INSIDE OF A CURVE IN THE HIGHWAY, 3 FEET
 JK0645'NORTHWEST OF A WITNESS POST, FLUSH WITH THE GROUND, SET IN THE TOP
 JK0645'OF A LARGE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0160 ***********************************************************************
 KK0160  DESIGNATION -  F 354
 KK0160  PID         -  KK0160
 KK0160  STATE/COUNTY-  CO/EL PASO
 KK0160  USGS QUAD   -  MONUMENT (1986)
 KK0160
 KK0160                         *CURRENT SURVEY CONTROL
 KK0160  ___________________________________________________________________
 KK0160* NAD 83(1986)-  39 02 35.     (N)    104 51 03.     (W)     SCALED    
 KK0160* NAVD 88     -      2044.020  (meters)    6706.09   (feet)  ADJUSTED  
 KK0160  ___________________________________________________________________
 KK0160  GEOID HEIGHT-         -16.35  (meters)                     GEOID03
 KK0160  DYNAMIC HT  -        2041.754 (meters)    6698.65  (feet)  COMP
 KK0160  MODELED GRAV-     979,446.2   (mgal)                       NAVD 88
 KK0160
 KK0160  VERT ORDER  -  FIRST     CLASS II
 KK0160
 KK0160.The horizontal coordinates were scaled from a topographic map and have
 KK0160.an estimated accuracy of +/- 6 seconds.
 KK0160
 KK0160.The orthometric height was determined by differential leveling
 KK0160.and adjusted by the National Geodetic Survey in June 1991..
 KK0160
 KK0160.The geoid height was determined by GEOID03.
 KK0160
 KK0160.The dynamic height is computed by dividing the NAVD 88
 KK0160.geopotential number by the normal gravity value computed on the
 KK0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0160.degrees latitude (g = 980.6199 gals.).
 KK0160
 KK0160.The modeled gravity was interpolated from observed gravity values.
 KK0160
 KK0160;                    North         East    Units  Estimated Accuracy
 KK0160;SPC CO C     -   439,290.      970,600.      MT  (+/- 180 meters Scaled)
 KK0160
 KK0160                          SUPERSEDED SURVEY CONTROL
 KK0160
 KK0160  NGVD 29 (??/??/92) 2042.846  (m)         6702.24   (f) ADJ UNCH    1 2
 KK0160
 KK0160.Superseded values are not recommended for survey control.
 KK0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0160.See file dsdata.txt to determine how the superseded data were derived.
 KK0160
 KK0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED129215(NAD 83)
 KK0160_MARKER: DB = BENCH MARK DISK
 KK0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0160_STAMPING: F 354 1954
 KK0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0160+STABILITY: SURFACE MOTION
 KK0160
 KK0160  HISTORY     - Date     Condition        Report By
 KK0160  HISTORY     - 1954     MONUMENTED       CGS
 KK0160  HISTORY     - 19841127 MARK NOT FOUND   USGS
 KK0160
 KK0160                          STATION DESCRIPTION
 KK0160
 KK0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK0160'3.7 MI S FROM MONUMENT.
 KK0160'0.2 MILE WEST ALONG A GRAVELED STREET FROM THE GRADE SCHOOL AT
 KK0160'MONUMENT, THENCE 3.5 MILES SOUTH ALONG THE DENVER AND RIO GRANDE
 KK0160'WESTERN RAILROAD, 0.15 MILE SOUTHEAST OF BRIDGE 59.37, AT THE
 KK0160'SOUTHEAST END OF A CUT, 38 FEET NORTHEAST OF THE NORTHEAST RAIL,
 KK0160'8.6 FEET SOUTHWEST OF A FENCE, 3 FEET WEST OF A WITNESS POST, SET
 KK0160'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 KK0160'GROUND.
 KK0160
 KK0160                          STATION RECOVERY (1984)
 KK0160
 KK0160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 KK0160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0559 ***********************************************************************
 KK0559  DESIGNATION -  F 355 RESET
 KK0559  PID         -  KK0559
 KK0559  STATE/COUNTY-  CO/ARAPAHOE
 KK0559  USGS QUAD   -  LITTLETON (1994)
 KK0559
 KK0559                         *CURRENT SURVEY CONTROL
 KK0559  ___________________________________________________________________
 KK0559* NAD 83(1986)-  39 36 07.     (N)    105 01 10.     (W)     SCALED    
 KK0559* NAVD 88     -      1638.62   (+/-2cm)    5376.0    (feet)  VERTCON   
 KK0559  ___________________________________________________________________
 KK0559  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 KK0559
 KK0559  VERT ORDER  -  THIRD (See Below)
 KK0559
 KK0559.The horizontal coordinates were scaled from a topographic map and have
 KK0559.an estimated accuracy of +/- 6 seconds.
 KK0559
 KK0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK0559.The vertical order pertains to the NGVD 29 superseded value.
 KK0559
 KK0559.The geoid height was determined by GEOID03.
 KK0559
 KK0559;                    North         East    Units  Estimated Accuracy
 KK0559;SPC CO C     -   501,240.      955,670.      MT  (+/- 180 meters Scaled)
 KK0559
 KK0559                          SUPERSEDED SURVEY CONTROL
 KK0559
 KK0559  NGVD 29 (03/28/06) 1637.69   (m)         5373.0    (f) RESET       3  
 KK0559
 KK0559.Superseded values are not recommended for survey control.
 KK0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0559.See file dsdata.txt to determine how the superseded data were derived.
 KK0559
 KK0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD983835(NAD 83)
 KK0559_MARKER: DB = BENCH MARK DISK
 KK0559_SETTING: 0 = UNSPECIFIED SETTING
 KK0559_STAMPING: F 355 RESET 1964
 KK0559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0559
 KK0559  HISTORY     - Date     Condition        Report By
 KK0559  HISTORY     - 1964     MONUMENTED       LOCENG
 KK0559  HISTORY     - 1983     MARK NOT FOUND   NGS
 KK0559
 KK0559                          STATION DESCRIPTION
 KK0559
 KK0559'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1964
 KK0559'0.8 MI S FROM LITTLETON.
 KK0559'0.8 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN
 KK0559'RAILROAD FROM THE STATION AT LITTLETON, 0.1 MILE SOUTH OF
 KK0559'MILEPOST 11, AT THE CROSSING OF RIDGE ROAD, 123 FEET NORTHEAST OF
 KK0559'THE SOUTH END OF THE RETAINING WALL ALONG SANTA FE DRIVE, 17
 KK0559'FEET EAST OF THE EAST RAIL OF EAST RAILROAD TRACK(ATCHISON, TOPEKA,
 KK0559'AND SANTA FE).
 KK0559
 KK0559                          STATION RECOVERY (1983)
 KK0559
 KK0559'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0559'NOTE=THE CONCRETE CURB HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0346 ***********************************************************************
 LL0346  DESIGNATION -  F 356
 LL0346  PID         -  LL0346
 LL0346  STATE/COUNTY-  CO/WELD
 LL0346  USGS QUAD   -  NUNN (1975)
 LL0346
 LL0346                         *CURRENT SURVEY CONTROL
 LL0346  ___________________________________________________________________
 LL0346* NAD 83(1986)-  40 42 40.     (N)    104 48 36.     (W)     SCALED    
 LL0346* NAVD 88     -      1594.779  (meters)    5232.20   (feet)  ADJUSTED  
 LL0346  ___________________________________________________________________
 LL0346  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 LL0346  DYNAMIC HT  -        1593.436 (meters)    5227.80  (feet)  COMP
 LL0346  MODELED GRAV-     979,726.6   (mgal)                       NAVD 88
 LL0346
 LL0346  VERT ORDER  -  FIRST     CLASS II
 LL0346
 LL0346.The horizontal coordinates were scaled from a topographic map and have
 LL0346.an estimated accuracy of +/- 6 seconds.
 LL0346
 LL0346.The orthometric height was determined by differential leveling
 LL0346.and adjusted by the National Geodetic Survey in June 1991..
 LL0346.WARNING-Repeat measurements at this control monument indicate possible
 LL0346.vertical movement.
 LL0346
 LL0346.The geoid height was determined by GEOID03.
 LL0346
 LL0346.The dynamic height is computed by dividing the NAVD 88
 LL0346.geopotential number by the normal gravity value computed on the
 LL0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0346.degrees latitude (g = 980.6199 gals.).
 LL0346
 LL0346.The modeled gravity was interpolated from observed gravity values.
 LL0346
 LL0346;                    North         East    Units  Estimated Accuracy
 LL0346;SPC CO N     -   458,010.      972,710.      MT  (+/- 180 meters Scaled)
 LL0346
 LL0346                          SUPERSEDED SURVEY CONTROL
 LL0346
 LL0346  NGVD 29 (??/??/??) 1593.884  (m)         5229.27   (f) ADJUSTED    1 2
 LL0346
 LL0346.Superseded values are not recommended for survey control.
 LL0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0346.See file dsdata.txt to determine how the superseded data were derived.
 LL0346
 LL0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF160067(NAD 83)
 LL0346_MARKER: DB = BENCH MARK DISK
 LL0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0346_STAMPING: F 356 1954
 LL0346_MARK LOGO: CGS   
 LL0346_PROJECTION: PROJECTING
 LL0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0346+STABILITY: SURFACE MOTION
 LL0346
 LL0346  HISTORY     - Date     Condition        Report By
 LL0346  HISTORY     - 1954     MONUMENTED       CGS
 LL0346  HISTORY     - 1983     GOOD             CGS
 LL0346  HISTORY     - 1984     GOOD             NGS
 LL0346
 LL0346                          STATION DESCRIPTION
 LL0346
 LL0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LL0346'1.7 MI W FROM NUNN.
 LL0346'0.3 MILE NORTHWEST ALONG U.S. HIGHWAY 85 FROM THE UNION PACIFIC
 LL0346'RAILROAD STATION AT NUNN, THENCE 1.4 MILES WEST ALONG A GRAVELED
 LL0346'ROAD, 270 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 LL0346'37 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 2 FEET
 LL0346'WEST OF A WITNESS POST, MIDWAY BETWEEN 2 POWER POLES WHICH ARE 11
 LL0346'FEET APART, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LL0346'0.4 FOOT ABOVE THE GROUND.
 LL0346
 LL0346                          STATION RECOVERY (1983)
 LL0346
 LL0346'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1983
 LL0346'A NEW WITNESS POST WAS SET IN THE SAME LOCATION AS IN 1954.
 LL0346
 LL0346                          STATION RECOVERY (1984)
 LL0346
 LL0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0346'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.8 KM (0.5 MI)
 LL0346'NORTH ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH 4TH STREET IN NUNN,
 LL0346'THENCE 2.4 KM (1.5 MI) WEST ALONG COUNTY ROAD 100, AT THE INTERSECTION
 LL0346'OF COUNTY ROAD 27.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0488 ***********************************************************************
 LL0488  DESIGNATION -  F 357
 LL0488  PID         -  LL0488
 LL0488  STATE/COUNTY-  CO/LARIMER
 LL0488  USGS QUAD   -  FORT COLLINS (1984)
 LL0488
 LL0488                         *CURRENT SURVEY CONTROL
 LL0488  ___________________________________________________________________
 LL0488* NAD 83(1986)-  40 33 28.     (N)    105 01 43.     (W)     SCALED    
 LL0488* NAVD 88     -      1491.007  (meters)    4891.75   (feet)  ADJUSTED  
 LL0488  ___________________________________________________________________
 LL0488  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 LL0488  DYNAMIC HT  -        1489.747 (meters)    4887.61  (feet)  COMP
 LL0488  MODELED GRAV-     979,727.9   (mgal)                       NAVD 88
 LL0488
 LL0488  VERT ORDER  -  SECOND    CLASS 0
 LL0488
 LL0488.The horizontal coordinates were scaled from a topographic map and have
 LL0488.an estimated accuracy of +/- 6 seconds.
 LL0488
 LL0488.The orthometric height was determined by differential leveling
 LL0488.and adjusted by the National Geodetic Survey in June 1991..
 LL0488
 LL0488.The geoid height was determined by GEOID03.
 LL0488
 LL0488.The dynamic height is computed by dividing the NAVD 88
 LL0488.geopotential number by the normal gravity value computed on the
 LL0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0488.degrees latitude (g = 980.6199 gals.).
 LL0488
 LL0488.The modeled gravity was interpolated from observed gravity values.
 LL0488
 LL0488;                    North         East    Units  Estimated Accuracy
 LL0488;SPC CO N     -   440,860.      954,330.      MT  (+/- 180 meters Scaled)
 LL0488
 LL0488                          SUPERSEDED SURVEY CONTROL
 LL0488
 LL0488  NGVD 29 (??/??/92) 1490.045  (m)         4888.59   (f) ADJ UNCH    2 0
 LL0488
 LL0488.Superseded values are not recommended for survey control.
 LL0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0488.See file dsdata.txt to determine how the superseded data were derived.
 LL0488
 LL0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE975896(NAD 83)
 LL0488_MARKER: DB = BENCH MARK DISK
 LL0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0488_STAMPING: F 357 1954
 LL0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0488+STABILITY: SURFACE MOTION
 LL0488
 LL0488  HISTORY     - Date     Condition        Report By
 LL0488  HISTORY     - 1954     MONUMENTED       CGS
 LL0488  HISTORY     - 1984     GOOD             NGS
 LL0488
 LL0488                          STATION DESCRIPTION
 LL0488
 LL0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LL0488'3.8 MI SE FROM FORT COLLINS.
 LL0488'3.8 MILES SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 LL0488'THE STATION AT FORT COLLINS, 0.1 MILE SOUTHEAST OF MILEPOST 78,
 LL0488'29 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE ROAD, 45 FEET
 LL0488'NORTHEAST OF THE NORTHEAST RAIL, 2 FEET SOUTHWEST OF A FENCE,
 LL0488'2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 LL0488'POST WHICH IS FLUSH WITH THE GROUND.
 LL0488
 LL0488                          STATION RECOVERY (1984)
 LL0488
 LL0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0488'ADDITIONS: IT IS 42.1 M (138 FT) SOUTHEAST FROM A LARGE METAL HIGH
 LL0488'VOLTAGE POWER LINE WHICH IS THE SOUTHERN OF TWO POLES AT THE ANGLE
 LL0488'POINT IN THE LINE, 22.2 M (73 FT) SOUTHERN FROM POWER POLE 4044, 14.3
 LL0488'M (47 FT) NORTHEAST FROM THE CENTER OF THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1475 ***********************************************************************
 LL1475  DESIGNATION -  F 358 RESET
 LL1475  PID         -  LL1475
 LL1475  STATE/COUNTY-  CO/LARIMER
 LL1475  USGS QUAD   -  WELLINGTON (1978)
 LL1475
 LL1475                         *CURRENT SURVEY CONTROL
 LL1475  ___________________________________________________________________
 LL1475* NAD 83(1986)-  40 37 31.     (N)    105 06 51.     (W)     SCALED    
 LL1475* NAVD 88     -      1534.84   (meters)    5035.6    (feet)  RESET     
 LL1475  ___________________________________________________________________
 LL1475  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 LL1475
 LL1475  VERT ORDER  -  THIRD
 LL1475
 LL1475.The horizontal coordinates were scaled from a topographic map and have
 LL1475.an estimated accuracy of +/- 6 seconds.
 LL1475
 LL1475.The orthometric height was computed from unverified reset data.
 LL1475.No vertical observational check was made to the station.
 LL1475
 LL1475.The geoid height was determined by GEOID03.
 LL1475
 LL1475;                    North         East    Units  Estimated Accuracy
 LL1475;SPC CO N     -   448,320.      947,050.      MT  (+/- 180 meters Scaled)
 LL1475
 LL1475                          SUPERSEDED SURVEY CONTROL
 LL1475
 LL1475.No superseded survey control is available for this station.
 LL1475
 LL1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE903971(NAD 83)
 LL1475_MARKER: DB = BENCH MARK DISK
 LL1475_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1475_SP_SET: STAINLESS STEEL ROD
 LL1475_STAMPING: F 358 RESET 1984
 LL1475_MARK LOGO: NGS   
 LL1475_PROJECTION: FLUSH
 LL1475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1475_ROD/PIPE-DEPTH: 3.05 meters
 LL1475
 LL1475  HISTORY     - Date     Condition        Report By
 LL1475  HISTORY     - 1984     MONUMENTED       NGS
 LL1475
 LL1475                          STATION DESCRIPTION
 LL1475
 LL1475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1475'2.6 KM (1.60 MI) EAST FROM LAPORTE.
 LL1475'2.6 KM (1.60 MI) EAST ALONG U.S. HIGHWAY 287 AND STATE HIGHWAY 14 FROM
 LL1475'THE HIGH SCHOOL IN LAPORTE, ABOUT 0.2 KM (0.10 MI) WEST OF TAFT HILL
 LL1475'ROAD, AND AT THE AMERICAN LEGION HOME AT 2124 HIGHWAY 287.  84.1 M
 LL1475'(275.9 FT) NORTH FROM THE CENTERLINE OF U.S. HIGHWAY 287, 15.3 M
 LL1475'(50.2 FT) WEST FROM THE SOUTHEAST CORNER OF THE AMERICAN LEGION
 LL1475'BUILDING, 1.6 M (5.2 FT) SOUTH FROM THE SOUTHERN WALL OF THE
 LL1475'BUILDING, AND 1.1 M (3.6 FT) EAST FROM THE FLAG POLE.  IT IS LEVEL
 LL1475'WITH THE SIDEWALK AND IS A 3.0 M (9.8 FT) DEEP STAINLESS STEEL ROD
 LL1475'MARK. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1037 ***********************************************************************
 KK1037  DESIGNATION -  F 359
 KK1037  PID         -  KK1037
 KK1037  STATE/COUNTY-  CO/CLEAR CREEK
 KK1037  USGS QUAD   -  BERTHOUD PASS (1957)
 KK1037
 KK1037                         *CURRENT SURVEY CONTROL
 KK1037  ___________________________________________________________________
 KK1037* NAD 83(1986)-  39 46 07.     (N)    105 45 17.     (W)     SCALED    
 KK1037* NAVD 88     -      2851.853  (meters)    9356.45   (feet)  ADJUSTED  
 KK1037  ___________________________________________________________________
 KK1037  GEOID HEIGHT-         -12.35  (meters)                     GEOID03
 KK1037  DYNAMIC HT  -        2848.329 (meters)    9344.89  (feet)  COMP
 KK1037  MODELED GRAV-     979,287.4   (mgal)                       NAVD 88
 KK1037
 KK1037  VERT ORDER  -  FIRST     CLASS II
 KK1037
 KK1037.The horizontal coordinates were scaled from a topographic map and have
 KK1037.an estimated accuracy of +/- 6 seconds.
 KK1037
 KK1037.The orthometric height was determined by differential leveling
 KK1037.and adjusted by the National Geodetic Survey in June 1991..
 KK1037
 KK1037.The geoid height was determined by GEOID03.
 KK1037
 KK1037.The dynamic height is computed by dividing the NAVD 88
 KK1037.geopotential number by the normal gravity value computed on the
 KK1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1037.degrees latitude (g = 980.6199 gals.).
 KK1037
 KK1037.The modeled gravity was interpolated from observed gravity values.
 KK1037
 KK1037;                    North         East    Units  Estimated Accuracy
 KK1037;SPC CO C     -   519,670.      892,580.      MT  (+/- 180 meters Scaled)
 KK1037
 KK1037                          SUPERSEDED SURVEY CONTROL
 KK1037
 KK1037  NGVD 29 (??/??/92) 2850.221  (m)         9351.10   (f) ADJ UNCH    1 2
 KK1037
 KK1037.Superseded values are not recommended for survey control.
 KK1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1037.See file dsdata.txt to determine how the superseded data were derived.
 KK1037
 KK1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE353023(NAD 83)
 KK1037_MARKER: DD = SURVEY DISK
 KK1037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK1037_SP_SET: CULVERT
 KK1037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1037
 KK1037  HISTORY     - Date     Condition        Report By
 KK1037  HISTORY     - UNK      MONUMENTED       BPR
 KK1037  HISTORY     - 1954     GOOD             NGS
 KK1037
 KK1037                          STATION DESCRIPTION
 KK1037
 KK1037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1037'4.2 MI W FROM EMPIRE.
 KK1037'4.2 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE PUBLIC SCHOOL AT
 KK1037'EMPIRE, 17 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN
 KK1037'THE TOP OF THE CENTER OF THE NORTH HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0042 ***********************************************************************
 KM0042  DESIGNATION -  F 36
 KM0042  PID         -  KM0042
 KM0042  STATE/COUNTY-  CO/MESA
 KM0042  USGS QUAD   -  BADGER WASH (1968)
 KM0042
 KM0042                         *CURRENT SURVEY CONTROL
 KM0042  ___________________________________________________________________
 KM0042* NAD 83(1986)-  39 20 59.     (N)    108 58 37.     (W)     SCALED    
 KM0042* NAVD 88     -      1496.745  (meters)    4910.57   (feet)  ADJUSTED  
 KM0042  ___________________________________________________________________
 KM0042  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 KM0042  DYNAMIC HT  -        1495.324 (meters)    4905.91  (feet)  COMP
 KM0042  MODELED GRAV-     979,624.9   (mgal)                       NAVD 88
 KM0042
 KM0042  VERT ORDER  -  FIRST     CLASS II
 KM0042
 KM0042.The horizontal coordinates were scaled from a topographic map and have
 KM0042.an estimated accuracy of +/- 6 seconds.
 KM0042
 KM0042.The orthometric height was determined by differential leveling
 KM0042.and adjusted by the National Geodetic Survey in June 1991..
 KM0042
 KM0042.The geoid height was determined by GEOID03.
 KM0042
 KM0042.The dynamic height is computed by dividing the NAVD 88
 KM0042.geopotential number by the normal gravity value computed on the
 KM0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0042.degrees latitude (g = 980.6199 gals.).
 KM0042
 KM0042.The modeled gravity was interpolated from observed gravity values.
 KM0042
 KM0042;                    North         East    Units  Estimated Accuracy
 KM0042;SPC CO C     -   478,870.      614,790.      MT  (+/- 180 meters Scaled)
 KM0042
 KM0042                          SUPERSEDED SURVEY CONTROL
 KM0042
 KM0042  NGVD 29 (??/??/92) 1495.636  (m)         4906.93   (f) ADJ UNCH    1 2
 KM0042
 KM0042.Superseded values are not recommended for survey control.
 KM0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0042.See file dsdata.txt to determine how the superseded data were derived.
 KM0042
 KM0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ743575(NAD 83)
 KM0042_MARKER: DB = BENCH MARK DISK
 KM0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KM0042_STAMPING: 4906.932 F 36 1933
 KM0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0042+STABILITY: SURFACE MOTION
 KM0042
 KM0042  HISTORY     - Date     Condition        Report By
 KM0042  HISTORY     - 1933     MONUMENTED       CGS
 KM0042
 KM0042                          STATION DESCRIPTION
 KM0042
 KM0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KM0042'12.0 MI N FROM MACK.
 KM0042'CONCRETE POST, ON UINTAH RY. RIGHT OF WAY, 4.0 MILES NORTHWEST OF
 KM0042'RADER, 1.5 MILES SOUTH OF MESA-GARFIELD COUNTY LINE, 90 FEET SE OF
 KM0042'MILEPOST 12, 38 FEET SOUTHWEST OF RAILROAD CENTER-LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0993 ***********************************************************************
 KK0993  DESIGNATION -  F 360
 KK0993  PID         -  KK0993
 KK0993  STATE/COUNTY-  CO/GRAND
 KK0993  USGS QUAD   -  FRASER (1957)
 KK0993
 KK0993                         *CURRENT SURVEY CONTROL
 KK0993  ___________________________________________________________________
 KK0993* NAD 83(1986)-  39 52 33.     (N)    105 45 08.     (W)     SCALED    
 KK0993* NAVD 88     -      2834.129  (meters)    9298.30   (feet)  ADJUSTED  
 KK0993  ___________________________________________________________________
 KK0993  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 KK0993  DYNAMIC HT  -        2830.748 (meters)    9287.21  (feet)  COMP
 KK0993  MODELED GRAV-     979,329.9   (mgal)                       NAVD 88
 KK0993
 KK0993  VERT ORDER  -  FIRST     CLASS II
 KK0993
 KK0993.The horizontal coordinates were scaled from a topographic map and have
 KK0993.an estimated accuracy of +/- 6 seconds.
 KK0993
 KK0993.The orthometric height was determined by differential leveling
 KK0993.and adjusted by the National Geodetic Survey in June 1991..
 KK0993
 KK0993.The geoid height was determined by GEOID03.
 KK0993
 KK0993.The dynamic height is computed by dividing the NAVD 88
 KK0993.geopotential number by the normal gravity value computed on the
 KK0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0993.degrees latitude (g = 980.6199 gals.).
 KK0993
 KK0993.The modeled gravity was interpolated from observed gravity values.
 KK0993
 KK0993;                    North         East    Units  Estimated Accuracy
 KK0993;SPC CO N     -   365,070.      892,830.      MT  (+/- 180 meters Scaled)
 KK0993
 KK0993                          SUPERSEDED SURVEY CONTROL
 KK0993
 KK0993  NGVD 29 (??/??/92) 2832.584  (m)         9293.24   (f) ADJ UNCH    1 2
 KK0993
 KK0993.Superseded values are not recommended for survey control.
 KK0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0993.See file dsdata.txt to determine how the superseded data were derived.
 KK0993
 KK0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE356142(NAD 83)
 KK0993_MARKER: DB = BENCH MARK DISK
 KK0993_SETTING: 80 = SET IN A BOULDER
 KK0993_STAMPING: F 360 1954
 KK0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0993+STABILITY: SURFACE MOTION
 KK0993
 KK0993  HISTORY     - Date     Condition        Report By
 KK0993  HISTORY     - 1954     MONUMENTED       CGS
 KK0993
 KK0993                          STATION DESCRIPTION
 KK0993
 KK0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK0993'1 MI S FROM WEST PORTAL.
 KK0993'1.0 MILE SOUTH ALONG U.S. HIGHWAY 40 FROM THE WEST PORTAL OF THE
 KK0993'MOFFAT TUNNEL AT WEST PORTAL, 30 FEET SOUTHWEST OF THE CENTER LINE
 KK0993'OF THE HIGHWAY, 8 FEET EAST OF A 30 INCH PINE TREE, 3 FEET ABOVE
 KK0993'THE GROUND, SET IN THE TOP OF AN 8X10 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0733 ***********************************************************************
 LL0733  DESIGNATION -  F 361
 LL0733  PID         -  LL0733
 LL0733  STATE/COUNTY-  CO/GRAND
 LL0733  USGS QUAD   -  GRANBY (1978)
 LL0733
 LL0733                         *CURRENT SURVEY CONTROL
 LL0733  ___________________________________________________________________
 LL0733* NAD 83(1986)-  40 06 41.     (N)    105 55 15.     (W)     SCALED    
 LL0733* NAVD 88     -      2422.372  (meters)    7947.40   (feet)  ADJUSTED  
 LL0733  ___________________________________________________________________
 LL0733  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 LL0733  DYNAMIC HT  -        2419.707 (meters)    7938.66  (feet)  COMP
 LL0733  MODELED GRAV-     979,438.3   (mgal)                       NAVD 88
 LL0733
 LL0733  VERT ORDER  -  FIRST     CLASS II
 LL0733
 LL0733.The horizontal coordinates were scaled from a topographic map and have
 LL0733.an estimated accuracy of +/- 6 seconds.
 LL0733
 LL0733.The orthometric height was determined by differential leveling
 LL0733.and adjusted by the National Geodetic Survey in June 1991..
 LL0733
 LL0733.The geoid height was determined by GEOID03.
 LL0733
 LL0733.The dynamic height is computed by dividing the NAVD 88
 LL0733.geopotential number by the normal gravity value computed on the
 LL0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0733.degrees latitude (g = 980.6199 gals.).
 LL0733
 LL0733.The modeled gravity was interpolated from observed gravity values.
 LL0733
 LL0733;                    North         East    Units  Estimated Accuracy
 LL0733;SPC CO N     -   391,270.      878,530.      MT  (+/- 180 meters Scaled)
 LL0733
 LL0733                          SUPERSEDED SURVEY CONTROL
 LL0733
 LL0733  NGVD 29 (??/??/92) 2421.003  (m)         7942.91   (f) ADJ UNCH    1 2
 LL0733
 LL0733.Superseded values are not recommended for survey control.
 LL0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0733.See file dsdata.txt to determine how the superseded data were derived.
 LL0733
 LL0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE215405(NAD 83)
 LL0733_MARKER: DB = BENCH MARK DISK
 LL0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0733_STAMPING: F 361 1954
 LL0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0733+STABILITY: SURFACE MOTION
 LL0733
 LL0733  HISTORY     - Date     Condition        Report By
 LL0733  HISTORY     - 1954     MONUMENTED       CGS
 LL0733
 LL0733                          STATION DESCRIPTION
 LL0733
 LL0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LL0733'3.9 MI N FROM GRANBY.
 LL0733'1.25 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT GRANBY.
 LL0733'THENCE 2.65 MILES NORTHEAST ALONG U.S. HIGHWAY 34, 48 FEET
 LL0733'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET NORTHEAST OF
 LL0733'THE CENTER LINE OF A PRIVATE ROAD, 57 FEET SOUTHWEST OF A POWER
 LL0733'POLE, 3.2 FEET NORTH OF A FENCE CORNER, 1.5 FEET NORTHWEST OF A
 LL0733'FENCE, 1.7 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 LL0733'CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0156 ***********************************************************************
 LM0156  DESIGNATION -  F 362
 LM0156  PID         -  LM0156
 LM0156  STATE/COUNTY-  CO/JACKSON
 LM0156  USGS QUAD   -  JACK CREEK RANCH (1956)
 LM0156
 LM0156                         *CURRENT SURVEY CONTROL
 LM0156  ___________________________________________________________________
 LM0156* NAD 83(1986)-  40 23 13.     (N)    106 06 30.     (W)     SCALED    
 LM0156* NAVD 88     -      2766.760  (meters)    9077.28   (feet)  ADJUSTED  
 LM0156  ___________________________________________________________________
 LM0156  GEOID HEIGHT-         -11.96  (meters)                     GEOID03
 LM0156  DYNAMIC HT  -        2763.626 (meters)    9067.00  (feet)  COMP
 LM0156  MODELED GRAV-     979,392.0   (mgal)                       NAVD 88
 LM0156
 LM0156  VERT ORDER  -  FIRST     CLASS II
 LM0156
 LM0156.The horizontal coordinates were scaled from a topographic map and have
 LM0156.an estimated accuracy of +/- 6 seconds.
 LM0156
 LM0156.The orthometric height was determined by differential leveling
 LM0156.and adjusted by the National Geodetic Survey in June 1991..
 LM0156
 LM0156.The geoid height was determined by GEOID03.
 LM0156
 LM0156.The dynamic height is computed by dividing the NAVD 88
 LM0156.geopotential number by the normal gravity value computed on the
 LM0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0156.degrees latitude (g = 980.6199 gals.).
 LM0156
 LM0156.The modeled gravity was interpolated from observed gravity values.
 LM0156
 LM0156;                    North         East    Units  Estimated Accuracy
 LM0156;SPC CO N     -   421,960.      862,750.      MT  (+/- 180 meters Scaled)
 LM0156
 LM0156                          SUPERSEDED SURVEY CONTROL
 LM0156
 LM0156  NGVD 29 (??/??/92) 2765.245  (m)         9072.31   (f) ADJ UNCH    1 2
 LM0156
 LM0156.Superseded values are not recommended for survey control.
 LM0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0156.See file dsdata.txt to determine how the superseded data were derived.
 LM0156
 LM0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE059712(NAD 83)
 LM0156_MARKER: DB = BENCH MARK DISK
 LM0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0156_STAMPING: F 362 1954
 LM0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0156+STABILITY: SURFACE MOTION
 LM0156
 LM0156  HISTORY     - Date     Condition        Report By
 LM0156  HISTORY     - 1954     MONUMENTED       CGS
 LM0156
 LM0156                          STATION DESCRIPTION
 LM0156
 LM0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LM0156'6.75 MI S FROM RAND.
 LM0156'6.75 MILES SOUTH ALONG STATE HIGHWAY 125 FROM THE POST OFFICE AT RAND,
 LM0156'45 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 16.5 FEET WEST OF A 16
 LM0156'INCH PINE TREE, 15 FEET SOUTHWEST OF A 12 INCH PINE TREE, 2.2 FEET
 LM0156'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LM0156'PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0171 ***********************************************************************
 KJ0171  DESIGNATION -  F 363
 KJ0171  PID         -  KJ0171
 KJ0171  STATE/COUNTY-  CO/WASHINGTON
 KJ0171  USGS QUAD   -  LINDON NE (1973)
 KJ0171
 KJ0171                         *CURRENT SURVEY CONTROL
 KJ0171  ___________________________________________________________________
 KJ0171* NAD 83(1986)-  39 44 25.     (N)    103 18 43.     (W)     SCALED    
 KJ0171* NAVD 88     -      1513.465  (meters)    4965.43   (feet)  ADJUSTED  
 KJ0171  ___________________________________________________________________
 KJ0171  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 KJ0171  DYNAMIC HT  -        1512.113 (meters)    4960.99  (feet)  COMP
 KJ0171  MODELED GRAV-     979,679.7   (mgal)                       NAVD 88
 KJ0171
 KJ0171  VERT ORDER  -  SECOND    CLASS 0
 KJ0171
 KJ0171.The horizontal coordinates were scaled from a topographic map and have
 KJ0171.an estimated accuracy of +/- 6 seconds.
 KJ0171
 KJ0171.The orthometric height was determined by differential leveling
 KJ0171.and adjusted by the National Geodetic Survey in June 1991..
 KJ0171
 KJ0171.The geoid height was determined by GEOID03.
 KJ0171
 KJ0171.The dynamic height is computed by dividing the NAVD 88
 KJ0171.geopotential number by the normal gravity value computed on the
 KJ0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0171.degrees latitude (g = 980.6199 gals.).
 KJ0171
 KJ0171.The modeled gravity was interpolated from observed gravity values.
 KJ0171
 KJ0171;                    North         East    Units  Estimated Accuracy
 KJ0171;SPC CO N     -   352,300.    1,101,940.      MT  (+/- 180 meters Scaled)
 KJ0171
 KJ0171                          SUPERSEDED SURVEY CONTROL
 KJ0171
 KJ0171  NGVD 29 (??/??/92) 1512.712  (m)         4962.96   (f) ADJ UNCH    2 0
 KJ0171
 KJ0171.Superseded values are not recommended for survey control.
 KJ0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0171.See file dsdata.txt to determine how the superseded data were derived.
 KJ0171
 KJ0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFE446002(NAD 83)
 KJ0171_MARKER: DB = BENCH MARK DISK
 KJ0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0171_STAMPING: F 363 1954
 KJ0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0171+STABILITY: SURFACE MOTION
 KJ0171
 KJ0171  HISTORY     - Date     Condition        Report By
 KJ0171  HISTORY     - 1954     MONUMENTED       CGS
 KJ0171  HISTORY     - 1973     MARK NOT FOUND   USGS
 KJ0171
 KJ0171                          STATION DESCRIPTION
 KJ0171
 KJ0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KJ0171'5 MI E FROM LINDON.
 KJ0171'5.0 MILES EAST ALONG U.S. HIGHWAY 36 FROM THE POST OFFICE AT
 KJ0171'LINDON, 78 FEET NORTH OF A FENCE CORNER, 25 FEET WEST OF THE CENTER
 KJ0171'LINE OF A TRACK ROAD LEADING NORTH, 119.6 FEET NORTH OF THE CENTER
 KJ0171'LINE OF THE HIGHWAY, 1 FOOT EAST OF A FENCE, 2 FEET EAST OF A
 KJ0171'WITNESS POST, 5.0 MILES WEST OF THE POST OFFICE AT ANTON, SET IN
 KJ0171'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 KJ0171'GROUND.
 KJ0171
 KJ0171                          STATION RECOVERY (1973)
 KJ0171
 KJ0171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 KJ0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0215 ***********************************************************************
 HL0215  DESIGNATION -  F 364
 HL0215  PID         -  HL0215
 HL0215  STATE/COUNTY-  CO/LA PLATA
 HL0215  USGS QUAD   -  GEM VILLAGE (1968)
 HL0215
 HL0215                         *CURRENT SURVEY CONTROL
 HL0215  ___________________________________________________________________
 HL0215* NAD 83(1986)-  37 10 21.     (N)    107 44 46.     (W)     SCALED    
 HL0215* NAVD 88     -      2048.884  (meters)    6722.05   (feet)  ADJUSTED  
 HL0215  ___________________________________________________________________
 HL0215  GEOID HEIGHT-         -19.51  (meters)                     GEOID03
 HL0215  DYNAMIC HT  -        2046.190 (meters)    6713.21  (feet)  COMP
 HL0215  MODELED GRAV-     979,243.8   (mgal)                       NAVD 88
 HL0215
 HL0215  VERT ORDER  -  SECOND    CLASS 0
 HL0215
 HL0215.The horizontal coordinates were scaled from a topographic map and have
 HL0215.an estimated accuracy of +/- 6 seconds.
 HL0215
 HL0215.The orthometric height was determined by differential leveling
 HL0215.and adjusted by the National Geodetic Survey in June 1991..
 HL0215
 HL0215.The geoid height was determined by GEOID03.
 HL0215
 HL0215.The dynamic height is computed by dividing the NAVD 88
 HL0215.geopotential number by the normal gravity value computed on the
 HL0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0215.degrees latitude (g = 980.6199 gals.).
 HL0215
 HL0215.The modeled gravity was interpolated from observed gravity values.
 HL0215
 HL0215;                    North         East    Units  Estimated Accuracy
 HL0215;SPC CO S     -   363,340.      714,940.      MT  (+/- 180 meters Scaled)
 HL0215
 HL0215                          SUPERSEDED SURVEY CONTROL
 HL0215
 HL0215  NGVD 29 (??/??/92) 2047.598  (m)         6717.83   (f) ADJ UNCH    2 0
 HL0215
 HL0215.Superseded values are not recommended for survey control.
 HL0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0215.See file dsdata.txt to determine how the superseded data were derived.
 HL0215
 HL0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB561175(NAD 83)
 HL0215_MARKER: DB = BENCH MARK DISK
 HL0215_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HL0215_SP_SET: CULVERT
 HL0215_STAMPING: F 364 1964
 HL0215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0215
 HL0215  HISTORY     - Date     Condition        Report By
 HL0215  HISTORY     - 1964     MONUMENTED       CGS
 HL0215
 HL0215                          STATION DESCRIPTION
 HL0215
 HL0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 HL0215'1.85 MI W FROM OXFORD.
 HL0215'THE MARK IS LOCATED 1.85 MILES WEST OF THE VILLAGE OF OXFORD AND IS 25
 HL0215'FEET SOUTH OF THE CENTERLINE OF COLORADO HIGHWAY 172 IN THE TOP CENTER
 HL0215'OF A U-SHAPED CULVERT OVER AN IRREGATION DITCH AND IS ABOUT 2 FEET
 HL0215'HIGHER THAN THE HIGHWAY.  THE MARK, A STANDARD DISK STAMPED F 364 1964
 HL0215'IS SET IN A DRILL HOLE IN THE TOP CENTER OF A U-SHAPED CONCRETE
 HL0215'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0291 ***********************************************************************
 JJ0291  DESIGNATION -  F 37
 JJ0291  PID         -  JJ0291
 JJ0291  STATE/COUNTY-  CO/CHEYENNE
 JJ0291  USGS QUAD   -  LEWIS LAKE (1982)
 JJ0291
 JJ0291                         *CURRENT SURVEY CONTROL
 JJ0291  ___________________________________________________________________
 JJ0291* NAD 83(1992)-  38 37 59.90666(N)    102 47 10.15367(W)     ADJUSTED  
 JJ0291* NAVD 88     -      1286.396  (meters)    4220.45   (feet)  ADJUSTED  
 JJ0291  ___________________________________________________________________
 JJ0291  X           -  -1,104,313.671 (meters)                     COMP
 JJ0291  Y           -  -4,866,097.610 (meters)                     COMP
 JJ0291  Z           -   3,961,388.840 (meters)                     COMP
 JJ0291  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 JJ0291  ELLIP HEIGHT-        1263.86  (meters)          (12/03/02) GPS OBS
 JJ0291  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 JJ0291  DYNAMIC HT  -        1285.188 (meters)    4216.49  (feet)  COMP
 JJ0291  MODELED GRAV-     979,644.1   (mgal)                       NAVD 88
 JJ0291
 JJ0291  HORZ ORDER  -  FIRST
 JJ0291  VERT ORDER  -  FIRST     CLASS II
 JJ0291  ELLP ORDER  -  FOURTH    CLASS II
 JJ0291
 JJ0291.The horizontal coordinates were established by GPS observations
 JJ0291.and adjusted by the National Geodetic Survey in April 1997..
 JJ0291
 JJ0291.The orthometric height was determined by differential leveling
 JJ0291.and adjusted by the National Geodetic Survey in June 1991..
 JJ0291
 JJ0291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JJ0291
 JJ0291.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0291
 JJ0291.The ellipsoidal height was determined by GPS observations
 JJ0291.and is referenced to NAD 83.
 JJ0291
 JJ0291.The geoid height was determined by GEOID03.
 JJ0291
 JJ0291.The dynamic height is computed by dividing the NAVD 88
 JJ0291.geopotential number by the normal gravity value computed on the
 JJ0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0291.degrees latitude (g = 980.6199 gals.).
 JJ0291
 JJ0291.The modeled gravity was interpolated from observed gravity values.
 JJ0291
 JJ0291;                    North         East     Units Scale Factor Converg.
 JJ0291;SPC CO C     -   397,132.679 1,150,658.706   MT  0.99996902   +1 42 41.7
 JJ0291;SPC CO C     - 1,302,926.13  3,775,119.44   sFT  0.99996902   +1 42 41.7
 JJ0291;UTM  13      - 4,278,410.511   692,697.040   MT  1.00005728   +1 22 57.4
 JJ0291
 JJ0291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0291!SPC CO C     -   0.99980174  x   0.99996902  =   0.99977076
 JJ0291!UTM  13      -   0.99980174  x   1.00005728  =   0.99985900
 JJ0291
 JJ0291                          SUPERSEDED SURVEY CONTROL
 JJ0291
 JJ0291  ELLIP H (04/04/97) 1263.83   (m)                       GP(       ) 4 1
 JJ0291  NGVD 29 (??/??/92) 1285.837  (m)         4218.62   (f) ADJ UNCH    1 2
 JJ0291
 JJ0291.Superseded values are not recommended for survey control.
 JJ0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0291.See file dsdata.txt to determine how the superseded data were derived.
 JJ0291
 JJ0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC9269778411(NAD 83)
 JJ0291_MARKER: DB = BENCH MARK DISK
 JJ0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0291_STAMPING: F 37 1933
 JJ0291_MARK LOGO: CGS   
 JJ0291_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JJ0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0291+STABILITY: SURFACE MOTION
 JJ0291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0291+SATELLITE: SATELLITE OBSERVATIONS - March 29, 1996
 JJ0291
 JJ0291  HISTORY     - Date     Condition        Report By
 JJ0291  HISTORY     - 1933     MONUMENTED       CGS
 JJ0291  HISTORY     - 1942     GOOD             NGS
 JJ0291  HISTORY     - 19960329 GOOD             CODOT
 JJ0291
 JJ0291                          STATION DESCRIPTION
 JJ0291
 JJ0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JJ0291'9.8 MI S FROM KIT CARSON.
 JJ0291'9.8 MILES SOUTH ALONG U.S HIGHWAY 287 FROM THE PUBLIC SCHOOL AT KIT
 JJ0291'CARSON, CHEYENNE COUNTY, 1.3 MILES NORTH OF THE CHEYENNE-KIOWA COUNTY
 JJ0291'LINE, 0.4 MILE NORTH OF THE JUNCTION OF A WAGON ROAD, ON THE TOP OF
 JJ0291'A SMALL KNOLL, 32 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 JJ0291'29 FEET SOUTH OF POLE 2691 H. A STANDARD DISK STAMPED F 37 1933 AND
 JJ0291'SET IN THE TOP OF A CONCRETE POST.
 JJ0291
 JJ0291                          STATION RECOVERY (1996)
 JJ0291
 JJ0291'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (JRZ)
 JJ0291'RECOVERED AS DESCRIBED.  US HIGHWAY 287 MILEPOST 124.1.  9.8 MILES
 JJ0291'SOUTH ALONG US HIGHWAY 287 FROM THE PUBLIC SCHOOL AT KITCARSON, ON TOP
 JJ0291'OF A SMALL KNOLL, 32 FEETWEST OF THE CENTERLINE OF THE HIGHWAY IN THE
 JJ0291'WEST FENCE LINE.  DISK IS SET IN TOP OF A CONCRETE POST.  STATION
 JJ0291'RECOVERED IN GOOD CONDITION IN MARCH 1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0057 ***********************************************************************
 KK0057  DESIGNATION -  F 374
 KK0057  PID         -  KK0057
 KK0057  STATE/COUNTY-  CO/ARAPAHOE
 KK0057  USGS QUAD   -  STRASBURG NW (1978)
 KK0057
 KK0057                         *CURRENT SURVEY CONTROL
 KK0057  ___________________________________________________________________
 KK0057* NAD 83(1986)-  39 40 48.     (N)    104 27 09.     (W)     SCALED    
 KK0057* NAVD 88     -      1714.479  (meters)    5624.92   (feet)  ADJUSTED  
 KK0057  ___________________________________________________________________
 KK0057  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 KK0057  DYNAMIC HT  -        1712.852 (meters)    5619.58  (feet)  COMP
 KK0057  MODELED GRAV-     979,616.4   (mgal)                       NAVD 88
 KK0057
 KK0057  VERT ORDER  -  SECOND    CLASS 0
 KK0057
 KK0057.The horizontal coordinates were scaled from a topographic map and have
 KK0057.an estimated accuracy of +/- 6 seconds.
 KK0057
 KK0057.The orthometric height was determined by differential leveling
 KK0057.and adjusted by the National Geodetic Survey in June 1991..
 KK0057
 KK0057.The geoid height was determined by GEOID03.
 KK0057
 KK0057.The dynamic height is computed by dividing the NAVD 88
 KK0057.geopotential number by the normal gravity value computed on the
 KK0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0057.degrees latitude (g = 980.6199 gals.).
 KK0057
 KK0057.The modeled gravity was interpolated from observed gravity values.
 KK0057
 KK0057;                    North         East    Units  Estimated Accuracy
 KK0057;SPC CO C     -   510,320.    1,004,270.      MT  (+/- 180 meters Scaled)
 KK0057
 KK0057                          SUPERSEDED SURVEY CONTROL
 KK0057
 KK0057  NGVD 29 (??/??/92) 1713.552  (m)         5621.88   (f) ADJ UNCH    2 0
 KK0057
 KK0057.Superseded values are not recommended for survey control.
 KK0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0057.See file dsdata.txt to determine how the superseded data were derived.
 KK0057
 KK0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED469923(NAD 83)
 KK0057_MARKER: DB = BENCH MARK DISK
 KK0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0057_STAMPING: F 374 1960
 KK0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0057+STABILITY: SURFACE MOTION
 KK0057
 KK0057  HISTORY     - Date     Condition        Report By
 KK0057  HISTORY     - 1960     MONUMENTED       CGS
 KK0057
 KK0057                          STATION DESCRIPTION
 KK0057
 KK0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KK0057'5 MI SSW FROM BENNETT.
 KK0057'0.1 MILES WEST ALONG U.S. HIGHWAY 36 AND 40 FROM THE RAILROAD
 KK0057'STATION AT BENNETT, ADAMS COUNTY, THENCE SOUTH ON AN OILED ROAD
 KK0057'FOR 1.4 MILES, THENCE WEST ON AN ACCESS ROAD, THENCE SOUTH ON A
 KK0057'GRAVELED ROAD FOR 4 MILES, 32 FEET EAST OF THE CENTER OF A GRAVELED
 KK0057'ROAD, 5 FEET SOUTHWEST OF A FENCE CORNER, 4 FEET WEST OF
 KK0057'A NORTH-SOUTH FENCE LINE AND 3 FEET NORTH OF A WITNESS POST.  THE
 KK0057'MARK IS A STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE
 KK0057'CONCRETE MONUMENT, WHICH PROJECTS 4 INCHES AND IS STAMPED F 374
 KK0057'1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0130 ***********************************************************************
 LN0130  DESIGNATION -  F 379
 LN0130  PID         -  LN0130
 LN0130  STATE/COUNTY-  CO/MOFFAT
 LN0130  USGS QUAD   -  SPARKS (1966)
 LN0130
 LN0130                         *CURRENT SURVEY CONTROL
 LN0130  ___________________________________________________________________
 LN0130* NAD 83(1986)-  40 57 01.     (N)    108 46 11.     (W)     SCALED    
 LN0130* NAVD 88     -      2113.989  (meters)    6935.65   (feet)  ADJUSTED  
 LN0130  ___________________________________________________________________
 LN0130  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 LN0130  DYNAMIC HT  -        2112.036 (meters)    6929.24  (feet)  COMP
 LN0130  MODELED GRAV-     979,624.1   (mgal)                       NAVD 88
 LN0130
 LN0130  VERT ORDER  -  SECOND    CLASS 0
 LN0130
 LN0130.The horizontal coordinates were scaled from a topographic map and have
 LN0130.an estimated accuracy of +/- 6 seconds.
 LN0130
 LN0130.The orthometric height was determined by differential leveling
 LN0130.and adjusted by the National Geodetic Survey in June 1991..
 LN0130
 LN0130.The geoid height was determined by GEOID03.
 LN0130
 LN0130.The dynamic height is computed by dividing the NAVD 88
 LN0130.geopotential number by the normal gravity value computed on the
 LN0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0130.degrees latitude (g = 980.6199 gals.).
 LN0130
 LN0130.The modeled gravity was interpolated from observed gravity values.
 LN0130
 LN0130;                    North         East    Units  Estimated Accuracy
 LN0130;SPC CO N     -   489,420.      639,150.      MT  (+/- 180 meters Scaled)
 LN0130
 LN0130                          SUPERSEDED SURVEY CONTROL
 LN0130
 LN0130  NGVD 29 (??/??/92) 2112.650  (m)         6931.25   (f) ADJ UNCH    2 0
 LN0130
 LN0130.Superseded values are not recommended for survey control.
 LN0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0130.See file dsdata.txt to determine how the superseded data were derived.
 LN0130
 LN0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL877356(NAD 83)
 LN0130_MARKER: DB = BENCH MARK DISK
 LN0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0130_STAMPING: F 379 1962
 LN0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0130+STABILITY: SURFACE MOTION
 LN0130
 LN0130  HISTORY     - Date     Condition        Report By
 LN0130  HISTORY     - 1962     MONUMENTED       CGS
 LN0130
 LN0130                          STATION DESCRIPTION
 LN0130
 LN0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0130'29.95 MI N FROM GREYSTONE.
 LN0130'9.4 MILES NORTH ALONG COUNTY ROAD 10 FROM THE STORE AND POST OFFICE AT
 LN0130'GREYSTONE, THENCE 20.55 MILES NORTH ALONG COUNTY ROAD 318, ABOUT 0.15
 LN0130'MILE SOUTH OF A PIPE CULVERT, 0.1 MILE NORTH OF THE JUNCTION OF ROAD
 LN0130'EAST, ON THE TOP OF A SMALL HILL, 69 FEET WEST OF THE CENTER LINE OF
 LN0130'THE ROAD, 46 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD WEST, 1.9
 LN0130'FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND
 LN0130'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 LN0130'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0229 ***********************************************************************
 JJ0229  DESIGNATION -  F 38 RESET
 JJ0229  PID         -  JJ0229
 JJ0229  STATE/COUNTY-  CO/PROWERS
 JJ0229  USGS QUAD   -  LAMAR EAST (1979)
 JJ0229
 JJ0229                         *CURRENT SURVEY CONTROL
 JJ0229  ___________________________________________________________________
 JJ0229* NAD 83(1992)-  38 00 48.80131(N)    102 36 49.02943(W)     ADJUSTED  
 JJ0229* NAVD 88     -      1158.381  (meters)    3800.45   (feet)  ADJUSTED  
 JJ0229  ___________________________________________________________________
 JJ0229  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 JJ0229  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 JJ0229  DYNAMIC HT  -        1157.263 (meters)    3796.79  (feet)  COMP
 JJ0229  MODELED GRAV-     979,624.6   (mgal)                       NAVD 88
 JJ0229
 JJ0229  HORZ ORDER  -  THIRD
 JJ0229  VERT ORDER  -  FIRST     CLASS II
 JJ0229
 JJ0229.The horizontal coordinates were established by classical geodetic methods
 JJ0229.and adjusted by the National Geodetic Survey in January 1993..
 JJ0229.No horizontal observational check was made to the station.
 JJ0229
 JJ0229.The orthometric height was determined by differential leveling
 JJ0229.and adjusted by the National Geodetic Survey in June 1991..
 JJ0229
 JJ0229.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0229
 JJ0229.The geoid height was determined by GEOID03.
 JJ0229
 JJ0229.The dynamic height is computed by dividing the NAVD 88
 JJ0229.geopotential number by the normal gravity value computed on the
 JJ0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0229.degrees latitude (g = 980.6199 gals.).
 JJ0229
 JJ0229.The modeled gravity was interpolated from observed gravity values.
 JJ0229
 JJ0229;                    North         East     Units Scale Factor Converg.
 JJ0229;SPC CO S     -   458,200.217 1,167,820.142   MT  0.99995028   +1 46 13.6
 JJ0229;SPC CO S     - 1,503,278.55  3,831,423.25   sFT  0.99995028   +1 46 13.6
 JJ0229;UTM  13      - 4,210,006.738   709,494.047   MT  1.00014056   +1 28 12.7
 JJ0229
 JJ0229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0229!SPC CO S     -   0.99982191  x   0.99995028  =   0.99977220
 JJ0229!UTM  13      -   0.99982191  x   1.00014056  =   0.99996245
 JJ0229
 JJ0229                          SUPERSEDED SURVEY CONTROL
 JJ0229
 JJ0229  NAD 83(1986)-  38 00 48.79745(N)    102 36 49.02268(W) AD(       ) 3
 JJ0229  NAD 27      -  38 00 48.76108(N)    102 36 47.30644(W) AD(       ) 3
 JJ0229  NGVD 29 (07/19/86) 1157.79   (m)         3798.5    (f) LEVELING    3  
 JJ0229
 JJ0229.Superseded values are not recommended for survey control.
 JJ0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0229.See file dsdata.txt to determine how the superseded data were derived.
 JJ0229
 JJ0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC0949410007(NAD 83)
 JJ0229_MARKER: DB = BENCH MARK DISK
 JJ0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0229_STAMPING: F 38 RESET 1968
 JJ0229_MARK LOGO: CGS   
 JJ0229_PROJECTION: RECESSED 5 CENTIMETERS
 JJ0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0229+STABILITY: SURFACE MOTION
 JJ0229
 JJ0229  HISTORY     - Date     Condition        Report By
 JJ0229  HISTORY     - 1968     MONUMENTED       CGS
 JJ0229  HISTORY     - 1968     GOOD             CGS
 JJ0229  HISTORY     - 1985     GOOD             NGS
 JJ0229
 JJ0229                          STATION DESCRIPTION
 JJ0229
 JJ0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 JJ0229'5.4 MI S FROM LAMAR.
 JJ0229'ABOUT 5.4 MILES SOUTH ALONG U.S. HIGHWAY 287 FROM THE COUNTY
 JJ0229'COURTHOUSE AT LAMAR, IN THE NORTHWEST ANGLE OF A CROSSROAD, 278 FEET
 JJ0229'NORTH OF AN EAST-WEST GRAVELED ROAD, 76.5 FEET WEST OF THE CENTER OF
 JJ0229'U.S. HIGHWAY 287, 1.5 FEET NORTH OF A METAL WITNESS POST, 1 FOOT EAST
 JJ0229'OF A FENCE, AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS
 JJ0229'2 INCHES.
 JJ0229
 JJ0229                          STATION RECOVERY (1968)
 JJ0229
 JJ0229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 JJ0229'TO REACH THE STATION COORS FROM THE COUNTY COURTHOUSE IN LAMAR, GO
 JJ0229'SOUTH ON U.S. HWY 287 FOR 5.15 MILES TO A CROSSROAD AND THE STATION
 JJ0229'ON THE RIGHT.  (CONTINUE SOUTH ON U.S. HIGHWAY 287 FOR 1.1 MILES
 JJ0229'TO A FIELD APPROACH, METAL GATE.
 JJ0229'
 JJ0229'BENCH MARK F 38 RESET, A STANDARD COAST AND GEODETIC BENCH MARK
 JJ0229'DISK STAMPED F 38 RESET 1968, IS SET IN THE TOP OF A ROUND CONCRETE
 JJ0229'POST WHICH PROJECTS 2 INCHES.  IT IS 278 FEET NORTH OF THE CENTER
 JJ0229'OF THE EAST-WEST ROAD, 76.5 FEET WEST OF THE CENTER OF U.S.
 JJ0229'HIGHWAY 287, 1.5 FEET NORTH OF A METAL WITNESS POST, AND 1 FOOT
 JJ0229'EAST OF A FENCE.
 JJ0229
 JJ0229                          STATION RECOVERY (1985)
 JJ0229
 JJ0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0229'8.0 KM (5.0 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 JJ0229'IN LAMAR, 84.7 M (277.9 FT) NORTH OF THE CENTER OF COUNTY ROAD CC,
 JJ0229'23.3 M (76.4 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 19.3 M
 JJ0229'(63.5 FT) SOUTH OF TRIANGULATION STATION COORS 1954 1980.
 JJ0229'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JJ0229'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0153 ***********************************************************************
 LN0153  DESIGNATION -  F 380
 LN0153  PID         -  LN0153
 LN0153  STATE/COUNTY-  CO/MOFFAT
 LN0153  USGS QUAD   -  VERMILLION MESA (1973)
 LN0153
 LN0153                         *CURRENT SURVEY CONTROL
 LN0153  ___________________________________________________________________
 LN0153* NAD 83(1986)-  40 41 44.     (N)    108 44 29.     (W)     SCALED    
 LN0153* NAVD 88     -      1847.701  (meters)    6062.00   (feet)  ADJUSTED  
 LN0153  ___________________________________________________________________
 LN0153  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 LN0153  DYNAMIC HT  -        1846.023 (meters)    6056.49  (feet)  COMP
 LN0153  MODELED GRAV-     979,651.3   (mgal)                       NAVD 88
 LN0153
 LN0153  VERT ORDER  -  SECOND    CLASS 0
 LN0153
 LN0153.The horizontal coordinates were scaled from a topographic map and have
 LN0153.an estimated accuracy of +/- 6 seconds.
 LN0153
 LN0153.The orthometric height was determined by differential leveling
 LN0153.and adjusted by the National Geodetic Survey in June 1991..
 LN0153
 LN0153.The geoid height was determined by GEOID03.
 LN0153
 LN0153.The dynamic height is computed by dividing the NAVD 88
 LN0153.geopotential number by the normal gravity value computed on the
 LN0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0153.degrees latitude (g = 980.6199 gals.).
 LN0153
 LN0153.The modeled gravity was interpolated from observed gravity values.
 LN0153
 LN0153;                    North         East    Units  Estimated Accuracy
 LN0153;SPC CO N     -   461,060.      640,500.      MT  (+/- 180 meters Scaled)
 LN0153
 LN0153                          SUPERSEDED SURVEY CONTROL
 LN0153
 LN0153  NGVD 29 (??/??/92) 1846.436  (m)         6057.85   (f) ADJ UNCH    2 0
 LN0153
 LN0153.Superseded values are not recommended for survey control.
 LN0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0153.See file dsdata.txt to determine how the superseded data were derived.
 LN0153
 LN0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL908074(NAD 83)
 LN0153_MARKER: DB = BENCH MARK DISK
 LN0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0153_STAMPING: F 380 1962
 LN0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0153+STABILITY: SURFACE MOTION
 LN0153
 LN0153  HISTORY     - Date     Condition        Report By
 LN0153  HISTORY     - 1962     MONUMENTED       CGS
 LN0153
 LN0153                          STATION DESCRIPTION
 LN0153
 LN0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0153'7.35 MI N FROM GREYSTONE.
 LN0153'7.35 MILES NORTH ALONG COUNTY ROAD 10 FROM THE STORE AND POST OFFICE
 LN0153'AT GREYSTONE, 60 FEET EAST OF THE CENTER LINE OF THE ROAD, 4.2 FEET
 LN0153'NORTH OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND SET
 LN0153'IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0050 ***********************************************************************
 LN0050  DESIGNATION -  F 381
 LN0050  PID         -  LN0050
 LN0050  STATE/COUNTY-  CO/MOFFAT
 LN0050  USGS QUAD   -  TWELVEMILE MESA (1986)
 LN0050
 LN0050                         *CURRENT SURVEY CONTROL
 LN0050  ___________________________________________________________________
 LN0050* NAD 83(1986)-  40 24 13.     (N)    108 27 34.     (W)     SCALED    
 LN0050* NAVD 88     -      1798.883  (meters)    5901.84   (feet)  ADJUSTED  
 LN0050  ___________________________________________________________________
 LN0050  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 LN0050  DYNAMIC HT  -        1797.149 (meters)    5896.15  (feet)  COMP
 LN0050  MODELED GRAV-     979,598.3   (mgal)                       NAVD 88
 LN0050
 LN0050  VERT ORDER  -  SECOND    CLASS 0
 LN0050
 LN0050.The horizontal coordinates were scaled from a topographic map and have
 LN0050.an estimated accuracy of +/- 6 seconds.
 LN0050
 LN0050.The orthometric height was determined by differential leveling
 LN0050.and adjusted by the National Geodetic Survey in June 1991..
 LN0050
 LN0050.The geoid height was determined by GEOID03.
 LN0050
 LN0050.The dynamic height is computed by dividing the NAVD 88
 LN0050.geopotential number by the normal gravity value computed on the
 LN0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0050.degrees latitude (g = 980.6199 gals.).
 LN0050
 LN0050.The modeled gravity was interpolated from observed gravity values.
 LN0050
 LN0050;                    North         East    Units  Estimated Accuracy
 LN0050;SPC CO N     -   427,830.      663,230.      MT  (+/- 180 meters Scaled)
 LN0050
 LN0050                          SUPERSEDED SURVEY CONTROL
 LN0050
 LN0050  NGVD 29 (??/??/92) 1797.563  (m)         5897.50   (f) ADJ UNCH    2 0
 LN0050
 LN0050.Superseded values are not recommended for survey control.
 LN0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0050.See file dsdata.txt to determine how the superseded data were derived.
 LN0050
 LN0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK155756(NAD 83)
 LN0050_MARKER: DB = BENCH MARK DISK
 LN0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0050_STAMPING: F 381 1962
 LN0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0050+STABILITY: SURFACE MOTION
 LN0050
 LN0050  HISTORY     - Date     Condition        Report By
 LN0050  HISTORY     - 1962     MONUMENTED       CGS
 LN0050  HISTORY     - 1982     GOOD             USGS
 LN0050
 LN0050                          STATION DESCRIPTION
 LN0050
 LN0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0050'4.2 MI N FROM ELK SPRINGS.
 LN0050'0.15 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT ELK
 LN0050'SPRINGS, THENCE 0.2 MILE WEST ALONG COUNTY ROAD 14, THENCE 1.45 MILES
 LN0050'NORTH ALONG A GRADED ROAD, THENCE 2.4 MILES NORTH ALONG A TRACK ROAD,
 LN0050'NEAR THE CROSSING OF A DEEP WASH, 46 FEET SOUTHWEST OF THE CENTER LINE
 LN0050'OF THE ROAD, 19 FEET NORTH OF THE NORTHEAST CORNER OF A CONCRETE
 LN0050'FOUNDATION, 2.3 FEET WEST OF A WITNESS POST, ABOUT 1 1/2 FEET HIGHER
 LN0050'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 LN0050'FOOT ABOVE THE GROUND.
 LN0050
 LN0050                          STATION RECOVERY (1982)
 LN0050
 LN0050'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LN0050'ELK SPRINGS, 4.2 MILES NORTH, 0.2 MILE SOUTHWEST ALONG U.S. HWY 40
 LN0050'FROM THE STATE HWY. SHOP AT ELK SPRINGS, THENCE 0.35 MILE WEST ALONG
 LN0050'BEAR VALLEY ROAD, THENCE 4.15 MILE NORTH ALONG A RANCH ROAD, 60 YD
 LN0050'SOUTHWEST OF A DEEP DRAIN X-ING, 50 FT. WEST OF THE WEST END OF A
 LN0050'DAM, 45 FT. SOUTHWEST OF AND 1.5 FT. HIGHER THAN ROAD, AT BEND, SET
 LN0050'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0021 ***********************************************************************
 LN0021  DESIGNATION -  F 382
 LN0021  PID         -  LN0021
 LN0021  STATE/COUNTY-  CO/MOFFAT
 LN0021  USGS QUAD   -  LONE MOUNTAIN (1986)
 LN0021
 LN0021                         *CURRENT SURVEY CONTROL
 LN0021  ___________________________________________________________________
 LN0021* NAD 83(1986)-  40 30 12.     (N)    108 25 13.     (W)     SCALED    
 LN0021* NAVD 88     -      1731.607  (meters)    5681.11   (feet)  ADJUSTED  
 LN0021  ___________________________________________________________________
 LN0021  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 LN0021  DYNAMIC HT  -        1729.981 (meters)    5675.78  (feet)  COMP
 LN0021  MODELED GRAV-     979,626.1   (mgal)                       NAVD 88
 LN0021
 LN0021  VERT ORDER  -  SECOND    CLASS 0
 LN0021
 LN0021.The horizontal coordinates were scaled from a topographic map and have
 LN0021.an estimated accuracy of +/- 6 seconds.
 LN0021
 LN0021.The orthometric height was determined by differential leveling
 LN0021.and adjusted by the National Geodetic Survey in June 1991..
 LN0021
 LN0021.The geoid height was determined by GEOID03.
 LN0021
 LN0021.The dynamic height is computed by dividing the NAVD 88
 LN0021.geopotential number by the normal gravity value computed on the
 LN0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0021.degrees latitude (g = 980.6199 gals.).
 LN0021
 LN0021.The modeled gravity was interpolated from observed gravity values.
 LN0021
 LN0021;                    North         East    Units  Estimated Accuracy
 LN0021;SPC CO N     -   438,780.      666,920.      MT  (+/- 180 meters Scaled)
 LN0021
 LN0021                          SUPERSEDED SURVEY CONTROL
 LN0021
 LN0021  NGVD 29 (??/??/92) 1730.316  (m)         5676.88   (f) ADJ UNCH    2 0
 LN0021
 LN0021.Superseded values are not recommended for survey control.
 LN0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0021.See file dsdata.txt to determine how the superseded data were derived.
 LN0021
 LN0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK185868(NAD 83)
 LN0021_MARKER: DB = BENCH MARK DISK
 LN0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0021_STAMPING: F 382 1962
 LN0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0021+STABILITY: SURFACE MOTION
 LN0021
 LN0021  HISTORY     - Date     Condition        Report By
 LN0021  HISTORY     - 1962     MONUMENTED       CGS
 LN0021  HISTORY     - 1982     GOOD             USGS
 LN0021
 LN0021                          STATION DESCRIPTION
 LN0021
 LN0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0021'13.65 MI N FROM ELK SPRINGS.
 LN0021'0.15 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT ELK
 LN0021'SPRINGS, THENCE 0.2 MILE WEST ALONG COUNTY ROAD 14, THENCE 1.45 MILES
 LN0021'NORTH ALONG A GRADED ROAD, THENCE 11.85 MILES NORTH ALONG A TRACK
 LN0021'ROAD, 0.35 MILE NORTH OF A FENCE AND GATE, 0.25 MILE SOUTH OF A
 LN0021'24-INCH PIPE CULVERT IN A DEEP WASH, 35 FEET WEST OF THE CENTER LINE
 LN0021'OF THE ROAD, 2.1 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 LN0021'ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 LN0021'THE GROUND.
 LN0021
 LN0021                          STATION RECOVERY (1982)
 LN0021
 LN0021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LN0021'ELK SPINGS, 13.65 MILES NORTH, SUNBEAN XIRDS, THENCE 2.9 MILES
 LN0021'NORTHWEST ALONG STATE 318 TO JCT. COUNTY ROAD 10, THENCE WEST 12.6
 LN0021'MILES ALONG COUNTY ROAD 10 TO JCT WITH COUNTY ROAD 25, THENCE SOUTH
 LN0021'4.25 MILES. ALONG COUNTY ROAD 25 TO 0.25 MILE SOUTH OF 24 INCH PIPE
 LN0021'CULVERT, 0.35 MILE NORTH OF FENCE X-ING, T 7 N R 98 W, SEC. 5, 35
 LN0021'FEET WEST OF CENTERLINE OF ROAD. A STD. TABLET STAMPED F 382 1962 SET
 LN0021'IN TOP OF A CONCRETE POST PROJECTING 0.6 FT. ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0490 ***********************************************************************
 LM0490  DESIGNATION -  F 383
 LM0490  PID         -  LM0490
 LM0490  STATE/COUNTY-  CO/RIO BLANCO
 LM0490  USGS QUAD   -  RATTLESNAKE MESA (1966)
 LM0490
 LM0490                         *CURRENT SURVEY CONTROL
 LM0490  ___________________________________________________________________
 LM0490* NAD 83(1986)-  40 00 39.     (N)    107 48 52.     (W)     SCALED    
 LM0490* NAVD 88     -      1961.970  (meters)    6436.90   (feet)  ADJUSTED  
 LM0490  ___________________________________________________________________
 LM0490  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 LM0490  DYNAMIC HT  -        1959.980 (meters)    6430.37  (feet)  COMP
 LM0490  MODELED GRAV-     979,542.4   (mgal)                       NAVD 88
 LM0490
 LM0490  VERT ORDER  -  SECOND    CLASS 0
 LM0490
 LM0490.The horizontal coordinates were scaled from a topographic map and have
 LM0490.an estimated accuracy of +/- 6 seconds.
 LM0490
 LM0490.The orthometric height was determined by differential leveling
 LM0490.and adjusted by the National Geodetic Survey in June 1991..
 LM0490
 LM0490.The geoid height was determined by GEOID03.
 LM0490
 LM0490.The dynamic height is computed by dividing the NAVD 88
 LM0490.geopotential number by the normal gravity value computed on the
 LM0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0490.degrees latitude (g = 980.6199 gals.).
 LM0490
 LM0490.The modeled gravity was interpolated from observed gravity values.
 LM0490
 LM0490;                    North         East    Units  Estimated Accuracy
 LM0490;SPC CO N     -   382,600.      716,820.      MT  (+/- 180 meters Scaled)
 LM0490
 LM0490                          SUPERSEDED SURVEY CONTROL
 LM0490
 LM0490  NGVD 29 (??/??/92) 1960.675  (m)         6432.65   (f) ADJ UNCH    2 0
 LM0490
 LM0490.Superseded values are not recommended for survey control.
 LM0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0490.See file dsdata.txt to determine how the superseded data were derived.
 LM0490
 LM0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE597327(NAD 83)
 LM0490_MARKER: DB = BENCH MARK DISK
 LM0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0490_STAMPING: F 383 1966
 LM0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0490+STABILITY: SURFACE MOTION
 LM0490
 LM0490  HISTORY     - Date     Condition        Report By
 LM0490  HISTORY     - 1966     MONUMENTED       CGS
 LM0490
 LM0490                          STATION DESCRIPTION
 LM0490
 LM0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0490'6.5 MI SE FROM MEEKER.
 LM0490'1.7 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE FIRE STATION AT
 LM0490'MEEKER, THENCE 4.8 MILES SOUTHEAST ALONG STATE HIGHWAY 132, 0.1 MILE
 LM0490'SOUTH OF THE JUNCTION OF A DRIVEWAY EAST TO A RANCH, 29 FEET EAST OF
 LM0490'THE CENTER LINE OF THE HIGHWAY, 24 FEET SOUTHEAST OF THE NORTHEAST END
 LM0490'OF 5-FOOT PIPE CULVERT FOR IRRIGATION DISK, 3.4 FEET SOUTH OF A
 LM0490'TELEPHONE POLE, 3.0 FEET NORTHEAST OF A FENCE CORNER, 2.0 FEET WEST OF
 LM0490'A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND IN THE TOP OF A
 LM0490'CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0467 ***********************************************************************
 LM0467  DESIGNATION -  F 384
 LM0467  PID         -  LM0467
 LM0467  STATE/COUNTY-  CO/RIO BLANCO
 LM0467  USGS QUAD   -  RATTLESNAKE MESA (1966)
 LM0467
 LM0467                         *CURRENT SURVEY CONTROL
 LM0467  ___________________________________________________________________
 LM0467* NAD 83(1986)-  40 05 12.     (N)    107 51 15.     (W)     SCALED    
 LM0467* NAVD 88     -      2029.416  (meters)    6658.18   (feet)  ADJUSTED  
 LM0467  ___________________________________________________________________
 LM0467  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 LM0467  DYNAMIC HT  -        2027.352 (meters)    6651.40  (feet)  COMP
 LM0467  MODELED GRAV-     979,536.2   (mgal)                       NAVD 88
 LM0467
 LM0467  VERT ORDER  -  SECOND    CLASS 0
 LM0467
 LM0467.The horizontal coordinates were scaled from a topographic map and have
 LM0467.an estimated accuracy of +/- 6 seconds.
 LM0467
 LM0467.The orthometric height was determined by differential leveling
 LM0467.and adjusted by the National Geodetic Survey in June 1991..
 LM0467
 LM0467.The geoid height was determined by GEOID03.
 LM0467
 LM0467.The dynamic height is computed by dividing the NAVD 88
 LM0467.geopotential number by the normal gravity value computed on the
 LM0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0467.degrees latitude (g = 980.6199 gals.).
 LM0467
 LM0467.The modeled gravity was interpolated from observed gravity values.
 LM0467
 LM0467;                    North         East    Units  Estimated Accuracy
 LM0467;SPC CO N     -   391,110.      713,660.      MT  (+/- 180 meters Scaled)
 LM0467
 LM0467                          SUPERSEDED SURVEY CONTROL
 LM0467
 LM0467  NGVD 29 (??/??/92) 2028.104  (m)         6653.87   (f) ADJ UNCH    2 0
 LM0467
 LM0467.Superseded values are not recommended for survey control.
 LM0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0467.See file dsdata.txt to determine how the superseded data were derived.
 LM0467
 LM0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE566412(NAD 83)
 LM0467_MARKER: DB = BENCH MARK DISK
 LM0467_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0467_SP_SET: CULVERT
 LM0467_STAMPING: F 384 1966
 LM0467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0467
 LM0467  HISTORY     - Date     Condition        Report By
 LM0467  HISTORY     - 1966     MONUMENTED       CGS
 LM0467
 LM0467                          STATION DESCRIPTION
 LM0467
 LM0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0467'5.4 MI NE FROM MEEKER.
 LM0467'5.4 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE FIRE STATION AT
 LM0467'MEEKER, IN THE TOP AND 0.5 FOOT SOUTH OF THE NORTH END OF THE WEST
 LM0467'HEAD WALL OF AN 8 X 10-FOOT CONCRETE BOX CULVERT, 48 FEET WEST OF THE
 LM0467'CENTER LINE OF THE HIGHWAY AND ABOUT 16 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0251 ***********************************************************************
 LM0251  DESIGNATION -  F 385
 LM0251  PID         -  LM0251
 LM0251  STATE/COUNTY-  CO/ROUTT
 LM0251  USGS QUAD   -  YAMPA (1972)
 LM0251
 LM0251                         *CURRENT SURVEY CONTROL
 LM0251  ___________________________________________________________________
 LM0251* NAD 83(1986)-  40 13 56.     (N)    106 56 33.     (W)     SCALED    
 LM0251* NAVD 88     -      2264.350  (meters)    7428.95   (feet)  ADJUSTED  
 LM0251  ___________________________________________________________________
 LM0251  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 LM0251  DYNAMIC HT  -        2261.945 (meters)    7421.06  (feet)  COMP
 LM0251  MODELED GRAV-     979,482.3   (mgal)                       NAVD 88
 LM0251
 LM0251  VERT ORDER  -  SECOND    CLASS 0
 LM0251
 LM0251.The horizontal coordinates were scaled from a topographic map and have
 LM0251.an estimated accuracy of +/- 6 seconds.
 LM0251
 LM0251.The orthometric height was determined by differential leveling
 LM0251.and adjusted by the National Geodetic Survey in June 1991..
 LM0251
 LM0251.The geoid height was determined by GEOID03.
 LM0251
 LM0251.The dynamic height is computed by dividing the NAVD 88
 LM0251.geopotential number by the normal gravity value computed on the
 LM0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0251.degrees latitude (g = 980.6199 gals.).
 LM0251
 LM0251.The modeled gravity was interpolated from observed gravity values.
 LM0251
 LM0251;                    North         East    Units  Estimated Accuracy
 LM0251;SPC CO N     -   405,600.      791,650.      MT  (+/- 180 meters Scaled)
 LM0251
 LM0251                          SUPERSEDED SURVEY CONTROL
 LM0251
 LM0251  NGVD 29 (??/??/92) 2262.939  (m)         7424.33   (f) ADJ UNCH    2 0
 LM0251
 LM0251.Superseded values are not recommended for survey control.
 LM0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0251.See file dsdata.txt to determine how the superseded data were derived.
 LM0251
 LM0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE347553(NAD 83)
 LM0251_MARKER: DB = BENCH MARK DISK
 LM0251_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LM0251_SP_SET: BRIDGE
 LM0251_STAMPING: F 385 1966
 LM0251_MARK LOGO: CGS   
 LM0251_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LM0251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LM0251
 LM0251  HISTORY     - Date     Condition        Report By
 LM0251  HISTORY     - 1966     MONUMENTED       CGS
 LM0251  HISTORY     - 19930831 GOOD             CODOT
 LM0251
 LM0251                          STATION DESCRIPTION
 LM0251
 LM0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0251'IN PHIPPSBURG.
 LM0251'AT PHIPPSBURG, SET VERTICALLY IN THE SOUTH FACE AND 0.5 FOOT WEST OF
 LM0251'THE SOUTHEAST CORNER OF THE FOUNDATION OF THE RIO GRANDE HOTEL, 32
 LM0251'FEET WEST OF THE CENTER LINE OF STATE HIGHWAY 131, 72 FEET SOUTH OF
 LM0251'THE CENTER OF THE ENTRANCE TO THE POST OFFICE AND ABOUT 1 1/2 FEET
 LM0251'ABOVE THE SIDEWALK.
 LM0251
 LM0251                          STATION RECOVERY (1993)
 LM0251
 LM0251'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1993 (BD)
 LM0251'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0417 ***********************************************************************
 LM0417  DESIGNATION -  F 386
 LM0417  PID         -  LM0417
 LM0417  STATE/COUNTY-  CO/RIO BLANCO
 LM0417  USGS QUAD   -  DUNCKLEY PASS (1966)
 LM0417
 LM0417                         *CURRENT SURVEY CONTROL
 LM0417  ___________________________________________________________________
 LM0417* NAD 83(1986)-  40 12 22.     (N)    107 08 55.     (W)     SCALED    
 LM0417* NAVD 88     -      2924.479  (meters)    9594.73   (feet)  ADJUSTED  
 LM0417  ___________________________________________________________________
 LM0417  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 LM0417  DYNAMIC HT  -        2921.453 (meters)    9584.80  (feet)  COMP
 LM0417  MODELED GRAV-     979,481.2   (mgal)                       NAVD 88
 LM0417
 LM0417  VERT ORDER  -  SECOND    CLASS 0
 LM0417
 LM0417.The horizontal coordinates were scaled from a topographic map and have
 LM0417.an estimated accuracy of +/- 6 seconds.
 LM0417
 LM0417.The orthometric height was determined by differential leveling
 LM0417.and adjusted by the National Geodetic Survey in June 1991..
 LM0417
 LM0417.The geoid height was determined by GEOID03.
 LM0417
 LM0417.The dynamic height is computed by dividing the NAVD 88
 LM0417.geopotential number by the normal gravity value computed on the
 LM0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0417.degrees latitude (g = 980.6199 gals.).
 LM0417
 LM0417.The modeled gravity was interpolated from observed gravity values.
 LM0417
 LM0417;                    North         East    Units  Estimated Accuracy
 LM0417;SPC CO N     -   403,010.      774,060.      MT  (+/- 180 meters Scaled)
 LM0417
 LM0417                          SUPERSEDED SURVEY CONTROL
 LM0417
 LM0417  NGVD 29 (??/??/92) 2923.206  (m)         9590.55   (f) ADJ UNCH    2 0
 LM0417
 LM0417.Superseded values are not recommended for survey control.
 LM0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0417.See file dsdata.txt to determine how the superseded data were derived.
 LM0417
 LM0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE171528(NAD 83)
 LM0417_MARKER: DD = SURVEY DISK
 LM0417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0417_SP_SET: CULVERT
 LM0417_STAMPING: F 386 1966
 LM0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0417
 LM0417  HISTORY     - Date     Condition        Report By
 LM0417  HISTORY     - 1966     MONUMENTED       BPR
 LM0417  HISTORY     - 1966     GOOD             NGS
 LM0417
 LM0417                          STATION DESCRIPTION
 LM0417
 LM0417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 LM0417'16.1 MI W FROM PHIPPSBURG.
 LM0417'16.1 MILES WEST ALONG STATE HIGHWAY 132 FROM THE JUNCTION OF STATE
 LM0417'HIGHWAY 131 AT PHIPPSBURG, IN THE TOP AND 4.5 FEET NORTHEAST OF THE
 LM0417'SOUTHWEST END OF THE SOUTHEAST HEAD WALL OF A 24-INCH PIPE CULVERT, 25
 LM0417'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH
 LM0417'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0391 ***********************************************************************
 LM0391  DESIGNATION -  F 387
 LM0391  PID         -  LM0391
 LM0391  STATE/COUNTY-  CO/RIO BLANCO
 LM0391  USGS QUAD   -  PAGODA PEAK (1973)
 LM0391
 LM0391                         *CURRENT SURVEY CONTROL
 LM0391  ___________________________________________________________________
 LM0391* NAD 83(1986)-  40 08 26.     (N)    107 15 10.     (W)     SCALED    
 LM0391* NAVD 88     -      2803.096  (meters)    9196.49   (feet)  ADJUSTED  
 LM0391  ___________________________________________________________________
 LM0391  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 LM0391  DYNAMIC HT  -        2799.904 (meters)    9186.02  (feet)  COMP
 LM0391  MODELED GRAV-     979,384.3   (mgal)                       NAVD 88
 LM0391
 LM0391  VERT ORDER  -  SECOND    CLASS 0
 LM0391
 LM0391.The horizontal coordinates were scaled from a topographic map and have
 LM0391.an estimated accuracy of +/- 6 seconds.
 LM0391
 LM0391.The orthometric height was determined by differential leveling
 LM0391.and adjusted by the National Geodetic Survey in June 1991..
 LM0391
 LM0391.The geoid height was determined by GEOID03.
 LM0391
 LM0391.The dynamic height is computed by dividing the NAVD 88
 LM0391.geopotential number by the normal gravity value computed on the
 LM0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0391.degrees latitude (g = 980.6199 gals.).
 LM0391
 LM0391.The modeled gravity was interpolated from observed gravity values.
 LM0391
 LM0391;                    North         East    Units  Estimated Accuracy
 LM0391;SPC CO N     -   395,900.      765,050.      MT  (+/- 180 meters Scaled)
 LM0391
 LM0391                          SUPERSEDED SURVEY CONTROL
 LM0391
 LM0391  NGVD 29 (??/??/92) 2801.547  (m)         9191.41   (f) ADJ UNCH    2 0
 LM0391
 LM0391.Superseded values are not recommended for survey control.
 LM0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0391.See file dsdata.txt to determine how the superseded data were derived.
 LM0391
 LM0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE080457(NAD 83)
 LM0391_MARKER: DB = BENCH MARK DISK
 LM0391_SETTING: 80 = SET IN A BOULDER
 LM0391_SP_SET: BOULDER
 LM0391_STAMPING: F 387 1966
 LM0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0391+STABILITY: SURFACE MOTION
 LM0391
 LM0391  HISTORY     - Date     Condition        Report By
 LM0391  HISTORY     - 1966     MONUMENTED       CGS
 LM0391
 LM0391                          STATION DESCRIPTION
 LM0391
 LM0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0391'28.3 MI NE FROM BUFORD.
 LM0391'28.3 MILES NORTHEAST ALONG STATE HIGHWAY 132 FROM THE STORE AND POST
 LM0391'OFFICE AT BUFORD, ON THE INSIDE OF A HORSHOE CURVE, IN THE TOP OF AN
 LM0391'EMBEDDED BOULDER 3 X 5-FEET, 60 FEET SOUTHEAST OF THE CENTER LINE OF
 LM0391'THE HIGHWAY, 1.8 FEET EAST OF A WITNESS POST SIGN NAILED TO AN ASPEN
 LM0391'TREE AND ABOUT 2 1/2 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0052 ***********************************************************************
 HJ0052  DESIGNATION -  F 39
 HJ0052  PID         -  HJ0052
 HJ0052  STATE/COUNTY-  CO/BACA
 HJ0052  USGS QUAD   -  CAMPO NE (1978)
 HJ0052
 HJ0052                         *CURRENT SURVEY CONTROL
 HJ0052  ___________________________________________________________________
 HJ0052* NAD 83(1986)-  37 10 39.     (N)    102 36 56.     (W)     SCALED    
 HJ0052* NAVD 88     -      1341.829  (meters)    4402.32   (feet)  ADJUSTED  
 HJ0052  ___________________________________________________________________
 HJ0052  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 HJ0052  DYNAMIC HT  -        1340.376 (meters)    4397.55  (feet)  COMP
 HJ0052  MODELED GRAV-     979,501.3   (mgal)                       NAVD 88
 HJ0052
 HJ0052  VERT ORDER  -  FIRST     CLASS II
 HJ0052
 HJ0052.The horizontal coordinates were scaled from a topographic map and have
 HJ0052.an estimated accuracy of +/- 6 seconds.
 HJ0052
 HJ0052.The orthometric height was determined by differential leveling
 HJ0052.and adjusted by the National Geodetic Survey in June 1991..
 HJ0052
 HJ0052.The geoid height was determined by GEOID03.
 HJ0052
 HJ0052.The dynamic height is computed by dividing the NAVD 88
 HJ0052.geopotential number by the normal gravity value computed on the
 HJ0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0052.degrees latitude (g = 980.6199 gals.).
 HJ0052
 HJ0052.The modeled gravity was interpolated from observed gravity values.
 HJ0052
 HJ0052;                    North         East    Units  Estimated Accuracy
 HJ0052;SPC CO S     -   365,450.    1,170,520.      MT  (+/- 180 meters Scaled)
 HJ0052
 HJ0052                          SUPERSEDED SURVEY CONTROL
 HJ0052
 HJ0052  NGVD 29 (??/??/92) 1341.200  (m)         4400.25   (f) ADJ UNCH    1 2
 HJ0052
 HJ0052.Superseded values are not recommended for survey control.
 HJ0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0052.See file dsdata.txt to determine how the superseded data were derived.
 HJ0052
 HJ0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB116172(NAD 83)
 HJ0052_MARKER: DB = BENCH MARK DISK
 HJ0052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0052_STAMPING: F 39 1933
 HJ0052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0052+STABILITY: SURFACE MOTION
 HJ0052
 HJ0052  HISTORY     - Date     Condition        Report By
 HJ0052  HISTORY     - 1933     MONUMENTED       CGS
 HJ0052  HISTORY     - 1942     GOOD             NGS
 HJ0052  HISTORY     - 1973     MARK NOT FOUND   NGS
 HJ0052  HISTORY     - 1985     MARK NOT FOUND   NGS
 HJ0052
 HJ0052                          STATION DESCRIPTION
 HJ0052
 HJ0052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 HJ0052'7.1 MI N FROM CAMPO.
 HJ0052'7.1 MILES NORTH ALONG U.S. HIGHWAY 287 FROM CAMPO, BACA COUNTY, 55
 HJ0052'FEET NORTH OF A POLE, AT A ROAD INTERSECTION, 55 FEET WEST OF THE
 HJ0052'CENTERLINE OF THE HIGHWAY, AND 30 FEET SOUTH OF THE EAST-AND-WEST
 HJ0052'COUNTY ROAD.  A STANDARD DISK, STAMPED F 39 1933 AND SET IN THE TOP
 HJ0052'OF A CONCRETE POST.
 HJ0052
 HJ0052                          STATION RECOVERY (1973)
 HJ0052
 HJ0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HJ0052'MARK NOT FOUND.
 HJ0052
 HJ0052                          STATION RECOVERY (1985)
 HJ0052
 HJ0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HJ0052'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1102 ***********************************************************************
 LL1102  DESIGNATION -  F 390
 LL1102  PID         -  LL1102
 LL1102  STATE/COUNTY-  CO/WELD
 LL1102  USGS QUAD   -  EATON (1975)
 LL1102
 LL1102                         *CURRENT SURVEY CONTROL
 LL1102  ___________________________________________________________________
 LL1102* NAD 83(1986)-  40 33 12.     (N)    104 43 15.     (W)     SCALED    
 LL1102* NAVD 88     -      1482.650  (meters)    4864.33   (feet)  ADJUSTED  
 LL1102  ___________________________________________________________________
 LL1102  GEOID HEIGHT-         -17.73  (meters)                     GEOID03
 LL1102  DYNAMIC HT  -        1481.404 (meters)    4860.24  (feet)  COMP
 LL1102  MODELED GRAV-     979,733.0   (mgal)                       NAVD 88
 LL1102
 LL1102  VERT ORDER  -  FIRST     CLASS II
 LL1102
 LL1102.The horizontal coordinates were scaled from a topographic map and have
 LL1102.an estimated accuracy of +/- 6 seconds.
 LL1102
 LL1102.The orthometric height was determined by differential leveling
 LL1102.and adjusted by the National Geodetic Survey in June 1991..
 LL1102
 LL1102.The geoid height was determined by GEOID03.
 LL1102
 LL1102.The dynamic height is computed by dividing the NAVD 88
 LL1102.geopotential number by the normal gravity value computed on the
 LL1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1102.degrees latitude (g = 980.6199 gals.).
 LL1102
 LL1102.The modeled gravity was interpolated from observed gravity values.
 LL1102
 LL1102;                    North         East    Units  Estimated Accuracy
 LL1102;SPC CO N     -   440,550.      980,400.      MT  (+/- 180 meters Scaled)
 LL1102
 LL1102                          SUPERSEDED SURVEY CONTROL
 LL1102
 LL1102  NGVD 29 (06/08/92) 1481.773  (m)         4861.45   (f) ADJUSTED    1 2
 LL1102
 LL1102.Superseded values are not recommended for survey control.
 LL1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1102.See file dsdata.txt to determine how the superseded data were derived.
 LL1102
 LL1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE236892(NAD 83)
 LL1102_MARKER: I = METAL ROD
 LL1102_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1102_SP_SET: STAINLESS STEEL ROD
 LL1102_STAMPING: F 390 1983
 LL1102_MARK LOGO: NGS   
 LL1102_PROJECTION: FLUSH
 LL1102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1102+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2006
 LL1102_ROD/PIPE-DEPTH: 24.4 meters
 LL1102
 LL1102  HISTORY     - Date     Condition        Report By
 LL1102  HISTORY     - 1983     MONUMENTED       NGS
 LL1102  HISTORY     - 20060826 GOOD             INDIV
 LL1102
 LL1102                          STATION DESCRIPTION
 LL1102
 LL1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LL1102'14.7 KM (9.15 MI) NORTH FROM GREELEY.
 LL1102'14.7 KM (9.15 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL1102'STATION IN GREELEY, IN THE SOUTHEAST ANGLE OF THE CROSSING OF COUNTY
 LL1102'ROAD 78, 29.8 METERS (97.8 FT) SOUTH OF THE CENTER OF THE GRAVELED
 LL1102'ROAD, 10.1 METERS (33.1 FT) EAST OF THE NEAR RAIL, AND 1.5 METERS
 LL1102'(4.9 FT) SOUTH OF A UTILITY POLE.  NOTE--ACCESS TO THE DATUM POINT IS
 LL1102'THROUGH A 5-INCH LOGO CAP.
 LL1102'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 LL1102'THE MARK IS 2.1 M BELOW THE TRACKS.
 LL1102
 LL1102                          STATION RECOVERY (2006)
 LL1102
 LL1102'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RRH)
 LL1102'THE MONUMENT BOX IS ABOUT 4'' UNDER GROUND.  I LEFT A MAGNET INSIDE
 LL1102'THE BOX NEXT TO THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0998 ***********************************************************************
 LL0998  DESIGNATION -  F 391
 LL0998  PID         -  LL0998
 LL0998  STATE/COUNTY-  CO/WELD
 LL0998  USGS QUAD   -  LA SALLE (1975)
 LL0998
 LL0998                         *CURRENT SURVEY CONTROL
 LL0998  ___________________________________________________________________
 LL0998* NAD 83(1992)-  40 18 41.72027(N)    104 44 31.90938(W)     ADJUSTED  
 LL0998* NAVD 88     -      1439.980  (meters)    4724.33   (feet)  ADJUSTED  
 LL0998  ___________________________________________________________________
 LL0998  X           -  -1,239,646.867 (meters)                     COMP
 LL0998  Y           -  -4,711,114.387 (meters)                     COMP
 LL0998  Z           -   4,105,348.477 (meters)                     COMP
 LL0998  LAPLACE CORR-          -6.10  (seconds)                    DEFLEC99
 LL0998  ELLIP HEIGHT-        1421.80  (meters)          (12/03/02) GPS OBS
 LL0998  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 LL0998  DYNAMIC HT  -        1438.726 (meters)    4720.22  (feet)  COMP
 LL0998  MODELED GRAV-     979,704.7   (mgal)                       NAVD 88
 LL0998
 LL0998  HORZ ORDER  -  FIRST
 LL0998  VERT ORDER  -  FIRST     CLASS II
 LL0998  ELLP ORDER  -  FOURTH    CLASS II
 LL0998
 LL0998.The horizontal coordinates were established by GPS observations
 LL0998.and adjusted by the National Geodetic Survey in December 2002..
 LL0998
 LL0998.The orthometric height was determined by differential leveling
 LL0998.and adjusted by the National Geodetic Survey in June 1991..
 LL0998
 LL0998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL0998
 LL0998.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL0998
 LL0998.The ellipsoidal height was determined by GPS observations
 LL0998.and is referenced to NAD 83.
 LL0998
 LL0998.The geoid height was determined by GEOID03.
 LL0998
 LL0998.The dynamic height is computed by dividing the NAVD 88
 LL0998.geopotential number by the normal gravity value computed on the
 LL0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0998.degrees latitude (g = 980.6199 gals.).
 LL0998
 LL0998.The modeled gravity was interpolated from observed gravity values.
 LL0998
 LL0998;                    North         East     Units Scale Factor Converg.
 LL0998;SPC CO N     -   413,692.402   978,814.927   MT  0.99995741   +0 29 22.7
 LL0998;SPC CO N     - 1,357,255.82  3,211,328.64   sFT  0.99995741   +0 29 22.7
 LL0998;UTM  13      - 4,462,373.362   521,905.645   MT  0.99960591   +0 10 00.4
 LL0998
 LL0998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL0998!SPC CO N     -   0.99977701  x   0.99995741  =   0.99973443
 LL0998!UTM  13      -   0.99977701  x   0.99960591  =   0.99938301
 LL0998
 LL0998                          SUPERSEDED SURVEY CONTROL
 LL0998
 LL0998  ELLIP H (12/21/93) 1422.02   (m)                       GP(       ) 4 1
 LL0998  NAD 83(1992)-  40 18 41.72433(N)    104 44 31.90696(W) AD(       ) 1
 LL0998  ELLIP H (01/07/93) 1422.02   (m)                       GP(       ) 4 2
 LL0998  NAD 83(1986)-  40 18 41.70856(N)    104 44 31.90794(W) AD(       ) 1
 LL0998  NGVD 29 (??/??/??) 1439.091  (m)         4721.42   (f) ADJUSTED    1 2
 LL0998
 LL0998.Superseded values are not recommended for survey control.
 LL0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0998.See file dsdata.txt to determine how the superseded data were derived.
 LL0998
 LL0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE2190662373(NAD 83)
 LL0998_MARKER: I = METAL ROD
 LL0998_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL0998_SP_SET: STAINLESS STEEL ROD
 LL0998_STAMPING: F 391 1983
 LL0998_MARK LOGO: NGS   
 LL0998_PROJECTION: FLUSH
 LL0998_MAGNETIC: N = NO MAGNETIC MATERIAL
 LL0998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0998+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2005
 LL0998_ROD/PIPE-DEPTH: 17.1 meters
 LL0998
 LL0998  HISTORY     - Date     Condition        Report By
 LL0998  HISTORY     - 1983     MONUMENTED       NGS
 LL0998  HISTORY     - 1986     GOOD             NGS
 LL0998  HISTORY     - 20050812 GOOD             USPSQD
 LL0998
 LL0998                          STATION DESCRIPTION
 LL0998
 LL0998'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LL0998'5.1 KM (3.15 MI) SW FROM LA SALLE.
 LL0998'5.1 KM (3.15 MI) SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 LL0998'THE STATION IN LA SALLE, 1.0 KM (0.6 MI) SOUTHWEST OF COUNTY ROAD 46,
 LL0998'10.7 METERS (35.1 FT) SOUTHEAST OF THE NEAR RAIL, AND 0.9 METER
 LL0998'(3.0 FT) SOUTHWEST OF MILEPOST 43.  NOTE=ACCESS TO THE DATUM POINT IS
 LL0998'THROUGH A 5-INCH LOGO CAP.
 LL0998'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 LL0998'THE MARK IS 0.3 M BELOW THE TRACKS.
 LL0998
 LL0998                          STATION RECOVERY (1986)
 LL0998
 LL0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (MCG)
 LL0998'THE STATION IS LOCATED ABOUT 13.7 KM (8.5 MI)
 LL0998'SOUTHWEST OF GREELEY,
 LL0998'3.2 KM (2.0 MI) SOUTHWEST OF LA SALLE, AND
 LL0998'0.8 KM (0.5 MI) NORTHEAST OF PECKHAM.
 LL0998'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 LL0998'
 LL0998'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 85 AND
 LL0998'STATE HIGHWAY 256 IN PECKHAM, GO NORTHERLY FOR 2.2 KM (1.35 MI) ON
 LL0998'HIGHWAY 85 TO COUNTY ROAD 46 ON THE RIGHT.  TURN RIGHT, AND GO
 LL0998'EASTERLY FOR 0.1 KM (0.05 MI) ON COUNTY ROAD 46 TO A JOG IN THE
 LL0998'ROAD TO THE SOUTH WHICH BECOMES COUNTY ROAD 35.  CONTINUE ON COUNTY
 LL0998'ROAD 35 FOR 0.1 KM (0.05 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT
 LL0998'PASSING THROUGH A SUGAR BEET LOADING AREA AND GO SOUTH ALONG THE
 LL0998'FIELD ROAD ALONG THE RAILROAD TRACKS FOR 1.0 KM (0.6 MI) TO THE
 LL0998'STATION.
 LL0998'
 LL0998'THE STATION IS A STANDARD NGS STAINLESS STEEL ROD SET IN A PIPE
 LL0998'FLUSH WITH THE GROUND WITH ACCESS THROUGH A 5-INCH LOGO CAP.
 LL0998'STAMPED---F 391 1983---,
 LL0998'SET INTO THE GROUND
 LL0998'35.9 METERS (117.8 FT) SOUTHEAST FROM THE CENTERLINE OF THE
 LL0998'NORTHBOUND LANES OF HIGHWAY 85,
 LL0998'10.7 METERS (35.1 FT) SOUTHEAST FROM THE NEAR RAIL,
 LL0998'5.7 METERS (18.7 FT) NORTHWEST FROM THE NORTHERN EDGE OF A CONCRETE
 LL0998'IRRIGATION DITCH,
 LL0998'3.4 METERS (11.2 FT) NORTHWEST FROM THE CENTER OF A FIELD ROAD,
 LL0998'1.9 METERS (6.2 FT) SOUTHWEST FROM A TELEPHONE POLE WITH MILEPOST
 LL0998'ATTACHED, AND
 LL0998'0.7 METERS (2.3 FT) NORTHEAST FROM A WITNESS POST.
 LL0998'
 LL0998'DESCRIBED BY R.S. COHEN.
 LL0998
 LL0998                          STATION RECOVERY (2005)
 LL0998
 LL0998'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 LL0998'FOUND AS DESCRIBED. ORANGE WITNESS POST IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1299 ***********************************************************************
 KK1299  DESIGNATION -  F 392
 KK1299  PID         -  KK1299
 KK1299  STATE/COUNTY-  CO/ADAMS
 KK1299  USGS QUAD   -  COMMERCE CITY (1994)
 KK1299
 KK1299                         *CURRENT SURVEY CONTROL
 KK1299  ___________________________________________________________________
 KK1299* NAD 83(1986)-  39 50 09.     (N)    104 55 04.     (W)     SCALED    
 KK1299* NAVD 88     -      1564.607  (meters)    5133.21   (feet)  ADJUSTED  
 KK1299  ___________________________________________________________________
 KK1299  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 KK1299  DYNAMIC HT  -        1563.151 (meters)    5128.44  (feet)  COMP
 KK1299  MODELED GRAV-     979,641.5   (mgal)                       NAVD 88
 KK1299
 KK1299  VERT ORDER  -  FIRST     CLASS II
 KK1299
 KK1299.The horizontal coordinates were scaled from a topographic map and have
 KK1299.an estimated accuracy of +/- 6 seconds.
 KK1299
 KK1299.The orthometric height was determined by differential leveling
 KK1299.and adjusted by the National Geodetic Survey in June 1991..
 KK1299
 KK1299.The geoid height was determined by GEOID03.
 KK1299
 KK1299.The dynamic height is computed by dividing the NAVD 88
 KK1299.geopotential number by the normal gravity value computed on the
 KK1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1299.degrees latitude (g = 980.6199 gals.).
 KK1299
 KK1299.The modeled gravity was interpolated from observed gravity values.
 KK1299
 KK1299;                    North         East    Units  Estimated Accuracy
 KK1299;SPC CO N     -   360,760.      964,240.      MT  (+/- 180 meters Scaled)
 KK1299
 KK1299                          SUPERSEDED SURVEY CONTROL
 KK1299
 KK1299  NGVD 29 (??/??/??) 1563.725  (m)         5130.32   (f) ADJUSTED    1 2
 KK1299
 KK1299.Superseded values are not recommended for survey control.
 KK1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1299.See file dsdata.txt to determine how the superseded data were derived.
 KK1299
 KK1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE070095(NAD 83)
 KK1299_MARKER: I = METAL ROD
 KK1299_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1299_SP_SET: STAINLESS STEEL ROD
 KK1299_STAMPING: F 392 1983
 KK1299_MARK LOGO: NGS   
 KK1299_PROJECTION: FLUSH
 KK1299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1299_ROD/PIPE-DEPTH: 19.5 meters
 KK1299
 KK1299  HISTORY     - Date     Condition        Report By
 KK1299  HISTORY     - 1983     MONUMENTED       NGS
 KK1299
 KK1299                          STATION DESCRIPTION
 KK1299
 KK1299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1299'IN COMMERCE CITY.
 KK1299'IN COMMERCE CITY, AT THE JUNCTION OF THE UNION PACIFIC RAILROAD AND
 KK1299'EAST 76TH AVENUE, 105.2 METERS (345.1 FT) NORTHEAST OF THE CENTER OF
 KK1299'THE AVENUE, 9.9 METERS (32.5 FT) SOUTHEAST OF THE NEAR RAIL, AND
 KK1299'1.0 METER (3.3 FT) NORTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE
 KK1299'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1299'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 KK1299'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1283 ***********************************************************************
 KK1283  DESIGNATION -  F 393
 KK1283  PID         -  KK1283
 KK1283  STATE/COUNTY-  CO/DENVER
 KK1283  USGS QUAD   -  ENGLEWOOD (1997)
 KK1283
 KK1283                         *CURRENT SURVEY CONTROL
 KK1283  ___________________________________________________________________
 KK1283* NAD 83(1986)-  39 42 42.     (N)    104 54 47.     (W)     SCALED    
 KK1283* NAVD 88     -      1646.931  (meters)    5403.31   (feet)  ADJUSTED  
 KK1283  ___________________________________________________________________
 KK1283  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 KK1283  DYNAMIC HT  -        1645.340 (meters)    5398.09  (feet)  COMP
 KK1283  MODELED GRAV-     979,602.7   (mgal)                       NAVD 88
 KK1283
 KK1283  VERT ORDER  -  FIRST     CLASS II
 KK1283
 KK1283.The horizontal coordinates were scaled from a topographic map and have
 KK1283.an estimated accuracy of +/- 6 seconds.
 KK1283
 KK1283.The orthometric height was determined by differential leveling
 KK1283.and adjusted by the National Geodetic Survey in June 1991..
 KK1283
 KK1283.The geoid height was determined by GEOID03.
 KK1283
 KK1283.The dynamic height is computed by dividing the NAVD 88
 KK1283.geopotential number by the normal gravity value computed on the
 KK1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1283.degrees latitude (g = 980.6199 gals.).
 KK1283
 KK1283.The modeled gravity was interpolated from observed gravity values.
 KK1283
 KK1283;                    North         East    Units  Estimated Accuracy
 KK1283;SPC CO C     -   513,480.      964,730.      MT  (+/- 180 meters Scaled)
 KK1283
 KK1283                          SUPERSEDED SURVEY CONTROL
 KK1283
 KK1283  NGVD 29 (??/??/??) 1646.016  (m)         5400.30   (f) ADJUSTED    1 2
 KK1283
 KK1283.Superseded values are not recommended for survey control.
 KK1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1283.See file dsdata.txt to determine how the superseded data were derived.
 KK1283
 KK1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED074957(NAD 83)
 KK1283_MARKER: I = METAL ROD
 KK1283_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1283_SP_SET: STAINLESS STEEL ROD
 KK1283_STAMPING: F 393 1983
 KK1283_MARK LOGO: NGS   
 KK1283_PROJECTION: FLUSH
 KK1283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1283_ROD/PIPE-DEPTH: 10.4 meters
 KK1283
 KK1283  HISTORY     - Date     Condition        Report By
 KK1283  HISTORY     - 1983     MONUMENTED       NGS
 KK1283  HISTORY     - 1984     GOOD             NGS
 KK1283
 KK1283                          STATION DESCRIPTION
 KK1283
 KK1283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1283'IN DENVER.
 KK1283'IN DENVER, AT THE INTERSECTION OF MONACO STREET PARKWAY AND ALAMEDA
 KK1283'AVENUE, 67.2 METERS (220.5 FT) NORTH OF THE CENTERLINE OF THE WEST
 KK1283'BOUND LANES OF THE AVENUE, 7.9 METERS (25.9 FT) WEST OF THE CENTERLINE
 KK1283'OF THE SOUTH BOUND LANES OF THE PARKWAY, AND 0.9 METERS (3.0 FT) WEST
 KK1283'OF A STREET LAMP POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 KK1283'5-INCH LOGO CAP.
 KK1283'THE MARK IS ABOVE LEVEL WITH THE PARKWAY.
 KK1283
 KK1283                          STATION RECOVERY (1984)
 KK1283
 KK1283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK1283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1347 ***********************************************************************
 KK1347  DESIGNATION -  F 394
 KK1347  PID         -  KK1347
 KK1347  STATE/COUNTY-  CO/ARAPAHOE
 KK1347  USGS QUAD   -  FORT LOGAN (1994)
 KK1347
 KK1347                         *CURRENT SURVEY CONTROL
 KK1347  ___________________________________________________________________
 KK1347* NAD 83(1986)-  39 39 12.     (N)    105 00 08.     (W)     SCALED    
 KK1347* NAVD 88     -      1618.141  (meters)    5308.85   (feet)  ADJUSTED  
 KK1347  ___________________________________________________________________
 KK1347  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 KK1347  DYNAMIC HT  -        1616.564 (meters)    5303.68  (feet)  COMP
 KK1347  MODELED GRAV-     979,595.1   (mgal)                       NAVD 88
 KK1347
 KK1347  VERT ORDER  -  FIRST     CLASS II
 KK1347
 KK1347.The horizontal coordinates were scaled from a topographic map and have
 KK1347.an estimated accuracy of +/- 6 seconds.
 KK1347
 KK1347.The orthometric height was determined by differential leveling
 KK1347.and adjusted by the National Geodetic Survey in June 1991..
 KK1347
 KK1347.The geoid height was determined by GEOID03.
 KK1347
 KK1347.The dynamic height is computed by dividing the NAVD 88
 KK1347.geopotential number by the normal gravity value computed on the
 KK1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1347.degrees latitude (g = 980.6199 gals.).
 KK1347
 KK1347.The modeled gravity was interpolated from observed gravity values.
 KK1347
 KK1347;                    North         East    Units  Estimated Accuracy
 KK1347;SPC CO C     -   506,960.      957,120.      MT  (+/- 180 meters Scaled)
 KK1347
 KK1347                          SUPERSEDED SURVEY CONTROL
 KK1347
 KK1347  NGVD 29 (??/??/??) 1617.214  (m)         5305.81   (f) ADJUSTED    1 2
 KK1347
 KK1347.Superseded values are not recommended for survey control.
 KK1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1347.See file dsdata.txt to determine how the superseded data were derived.
 KK1347
 KK1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD998892(NAD 83)
 KK1347_MARKER: DB = BENCH MARK DISK
 KK1347_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KK1347_SP_SET: BRIDGE ABUTMENT
 KK1347_STAMPING: F 394 1983
 KK1347_MARK LOGO: NGS   
 KK1347_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK1347_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1347+STABILITY: POSITION/ELEVATION WELL
 KK1347
 KK1347  HISTORY     - Date     Condition        Report By
 KK1347  HISTORY     - 1983     MONUMENTED       NGS
 KK1347  HISTORY     - 1984     GOOD             NGS
 KK1347  HISTORY     - 19910916 GOOD             NGS
 KK1347
 KK1347                          STATION DESCRIPTION
 KK1347
 KK1347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1347'IN ENGLEWOOD.
 KK1347'IN ENGLEWOOD, IN THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT
 KK1347'OF THE SOUTH BOUND BRIDGE OF SANTA FE DRIVE OVERPASS OVER HAMPDEN
 KK1347'AVENUE, 12.1 METERS (39.7 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTH
 KK1347'BOUND LANES OF THE DRIVE, 10.6 METERS (34.8 FT) NORTHEAST OF THE
 KK1347'CENTERLINE OF THE WEST BOUND LANES OF THE AVENUE, AND 0.6 METER
 KK1347'(2.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE ABUTMENT.
 KK1347'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 KK1347
 KK1347                          STATION RECOVERY (1984)
 KK1347
 KK1347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK1347'RECOVERED IN GOOD CONDITION.
 KK1347
 KK1347                          STATION RECOVERY (1991)
 KK1347
 KK1347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KK1347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2104 ***********************************************************************
 KK2104  DESIGNATION -  F 394 RESET
 KK2104  PID         -  KK2104
 KK2104  STATE/COUNTY-  CO/ARAPAHOE
 KK2104  USGS QUAD   -  FORT LOGAN (1994)
 KK2104
 KK2104                         *CURRENT SURVEY CONTROL
 KK2104  ___________________________________________________________________
 KK2104* NAD 83(1986)-  39 39 13.     (N)    105 00 09.     (W)     SCALED    
 KK2104* NAVD 88     -      1617.07   (meters)    5305.3    (feet)  RESET     
 KK2104  ___________________________________________________________________
 KK2104  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 KK2104
 KK2104  VERT ORDER  -  THIRD
 KK2104
 KK2104.The horizontal coordinates were scaled from a topographic map and have
 KK2104.an estimated accuracy of +/- 6 seconds.
 KK2104
 KK2104.The orthometric height was computed from unverified reset data.
 KK2104.No vertical observational check was made to the station.
 KK2104
 KK2104.The geoid height was determined by GEOID03.
 KK2104
 KK2104;                    North         East    Units  Estimated Accuracy
 KK2104;SPC CO C     -   506,990.      957,100.      MT  (+/- 180 meters Scaled)
 KK2104
 KK2104                          SUPERSEDED SURVEY CONTROL
 KK2104
 KK2104  NGVD 29 (03/28/06) 1616.14   (m)         5302.3    (f) RESET       3  
 KK2104
 KK2104.Superseded values are not recommended for survey control.
 KK2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2104.See file dsdata.txt to determine how the superseded data were derived.
 KK2104
 KK2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD997893(NAD 83)
 KK2104_MARKER: I = METAL ROD
 KK2104_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK2104_SP_SET: STAINLESS STEEL ROD
 KK2104_STAMPING: F 394 RESET 1991
 KK2104_MARK LOGO: NGS   
 KK2104_PROJECTION: FLUSH
 KK2104_MAGNETIC: I = MARKER IS A STEEL ROD
 KK2104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK2104_ROD/PIPE-DEPTH: 6.7  meters
 KK2104
 KK2104  HISTORY     - Date     Condition        Report By
 KK2104  HISTORY     - 1991     MONUMENTED       NGS
 KK2104
 KK2104                          STATION DESCRIPTION
 KK2104
 KK2104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KK2104'IN THE CITY OF ENGLEWOOD, IN THE NORTHWEST CORNER OF THE INTERSECTION
 KK2104'OF SOUTHBOUND SANTA FE DRIVE AND HAMPDEN AVENUE.  93.0 M (305.12 FT)
 KK2104'WEST OF THE CENTER LINE OF SOUTHBOUND SANTA FE DRIVE, 20.2 M (66.27
 KK2104'FT) EAST OF A FENCE CORNER, 12.8 M (41.99 FT) NORTH OF THE CENTER
 KK2104'LINE OF THE ON RAMP OF WESTBOUND 285, 6.8 M (22.31 FT) NORTHEAST OF A
 KK2104'LIGHT POLE AND 0.25 M (0.82 FT) SOUTH OF A CHAIN LINK RIGHT-OF-WAY
 KK2104'FENCE.  IT IS 0.7 M (2.30 FT) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0827 ***********************************************************************
 JK0827  DESIGNATION -  F 395
 JK0827  PID         -  JK0827
 JK0827  STATE/COUNTY-  CO/EL PASO
 JK0827  USGS QUAD   -  BUTTES (1994)
 JK0827
 JK0827                         *CURRENT SURVEY CONTROL
 JK0827  ___________________________________________________________________
 JK0827* NAD 83(1986)-  38 33 42.     (N)    104 39 06.     (W)     SCALED    
 JK0827* NAVD 88     -      1616.769  (meters)    5304.35   (feet)  ADJUSTED  
 JK0827  ___________________________________________________________________
 JK0827  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 JK0827  DYNAMIC HT  -        1615.058 (meters)    5298.74  (feet)  COMP
 JK0827  MODELED GRAV-     979,513.8   (mgal)                       NAVD 88
 JK0827
 JK0827  VERT ORDER  -  FIRST     CLASS II
 JK0827
 JK0827.The horizontal coordinates were scaled from a topographic map and have
 JK0827.an estimated accuracy of +/- 6 seconds.
 JK0827
 JK0827.The orthometric height was determined by differential leveling
 JK0827.and adjusted by the National Geodetic Survey in June 1991..
 JK0827
 JK0827.The geoid height was determined by GEOID03.
 JK0827
 JK0827.The dynamic height is computed by dividing the NAVD 88
 JK0827.geopotential number by the normal gravity value computed on the
 JK0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0827.degrees latitude (g = 980.6199 gals.).
 JK0827
 JK0827.The modeled gravity was interpolated from observed gravity values.
 JK0827
 JK0827;                    North         East    Units  Estimated Accuracy
 JK0827;SPC CO C     -   386,000.      988,340.      MT  (+/- 180 meters Scaled)
 JK0827
 JK0827                          SUPERSEDED SURVEY CONTROL
 JK0827
 JK0827  NGVD 29 (??/??/??) 1615.810  (m)         5301.20   (f) ADJUSTED    1 2
 JK0827
 JK0827.Superseded values are not recommended for survey control.
 JK0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0827.See file dsdata.txt to determine how the superseded data were derived.
 JK0827
 JK0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC303681(NAD 83)
 JK0827_MARKER: I = METAL ROD
 JK0827_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK0827_SP_SET: STAINLESS STEEL ROD
 JK0827_STAMPING: F 395 1983
 JK0827_MARK LOGO: NGS   
 JK0827_PROJECTION: FLUSH
 JK0827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0827_ROD/PIPE-DEPTH: 23.5 meters
 JK0827
 JK0827  HISTORY     - Date     Condition        Report By
 JK0827  HISTORY     - 1983     MONUMENTED       NGS
 JK0827  HISTORY     - 20040301 GOOD             USPSQD
 JK0827
 JK0827                          STATION DESCRIPTION
 JK0827
 JK0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JK0827'36.3 KM (22.5 MI) NORTH FROM PUEBLO.
 JK0827'26.1 KM (16.2 MI) NORTHERLY ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0827'RAILROAD FROM THE UNION PACIFIC RAILROAD STATION IN PUEBLO, THENCE
 JK0827'0.3 KM (0.2 MI) WEST ALONG A DIRT ROAD, THENCE 9.9 KM (6.1 MI)
 JK0827'NORTHERLY ALONG INTERSTATE HIGHWAY 25, OR 19.6 KM (12.15 MI) SOUTHERLY
 JK0827'ALONG THE DENVER AND RIO GRANDE WESTERN STATION IN COLORADO SPRINGS,
 JK0827'THENCE 2.8 KM (1.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 85, THENCE
 JK0827'13.4 KM (8.3 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 25, 1.2 KM
 JK0827'(0.8 MI) NORTHWEST OF THE JUNCTION OF WIGWAM ROAD (EXIT 119), 0.7 KM
 JK0827'(0.45 MI) SOUTHEAST OF MILEPOST 120, 130.0 METERS (426.5 FT) SOUTHEAST
 JK0827'OF THE SOUTHEAST END OF BRIDGE NUMBER 119.68, 37.0 METERS (128.0 FT)
 JK0827'SOUTHWEST OF THE EXTENDED CENTER OF A GRAVELED ROAD LEADING EAST,
 JK0827'25.6 METERS (84.0 FT) NORTHEAST OF THE CENTERLINE OF THE NORTH BOUND
 JK0827'LANES OF THE HIGHWAY, 13.0 METERS (42.7 FT) SOUTHWEST OF THE NEAR RAIL
 JK0827'OF THE SANTA FE RAILROAD, AND 0.7 METER (2.3 FT) SOUTHWEST OF A
 JK0827'UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 JK0827'CAP.
 JK0827'THE MARK IS 0.3 METERS  NNE FROM A WITNESS POST.
 JK0827'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JK0827
 JK0827                          STATION RECOVERY (2004)
 JK0827
 JK0827'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 JK0827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0848 ***********************************************************************
 JK0848  DESIGNATION -  F 396
 JK0848  PID         -  JK0848
 JK0848  STATE/COUNTY-  CO/EL PASO
 JK0848  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK0848
 JK0848                         *CURRENT SURVEY CONTROL
 JK0848  ___________________________________________________________________
 JK0848* NAD 83(1986)-  38 52 02.     (N)    104 50 02.     (W)     SCALED    
 JK0848* NAVD 88     -      1857.698  (meters)    6094.80   (feet)  ADJUSTED  
 JK0848  ___________________________________________________________________
 JK0848  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 JK0848  DYNAMIC HT  -        1855.674 (meters)    6088.16  (feet)  COMP
 JK0848  MODELED GRAV-     979,472.8   (mgal)                       NAVD 88
 JK0848
 JK0848  VERT ORDER  -  FIRST     CLASS II
 JK0848
 JK0848.The horizontal coordinates were scaled from a topographic map and have
 JK0848.an estimated accuracy of +/- 6 seconds.
 JK0848
 JK0848.The orthometric height was determined by differential leveling
 JK0848.and adjusted by the National Geodetic Survey in June 1991..
 JK0848
 JK0848.The geoid height was determined by GEOID03.
 JK0848
 JK0848.The dynamic height is computed by dividing the NAVD 88
 JK0848.geopotential number by the normal gravity value computed on the
 JK0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0848.degrees latitude (g = 980.6199 gals.).
 JK0848
 JK0848.The modeled gravity was interpolated from observed gravity values.
 JK0848
 JK0848;                    North         East    Units  Estimated Accuracy
 JK0848;SPC CO C     -   419,780.      972,210.      MT  (+/- 180 meters Scaled)
 JK0848
 JK0848                          SUPERSEDED SURVEY CONTROL
 JK0848
 JK0848.No superseded survey control is available for this station.
 JK0848
 JK0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED144020(NAD 83)
 JK0848_MARKER: I = METAL ROD
 JK0848_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK0848_SP_SET: STAINLESS STEEL ROD
 JK0848_STAMPING: F 396 1983
 JK0848_MARK LOGO: NGS   
 JK0848_PROJECTION: FLUSH
 JK0848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0848_ROD/PIPE-DEPTH: 7.3  meters
 JK0848
 JK0848  HISTORY     - Date     Condition        Report By
 JK0848  HISTORY     - 1983     MONUMENTED       NGS
 JK0848
 JK0848                          STATION DESCRIPTION
 JK0848
 JK0848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JK0848'3.8 KM (2.35 MI) NORTH FROM COLORADO SPRINGS.
 JK0848'0.3 KM (0.2 MI) NORTHERLY ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0848'RAILROAD FROM THE STATION IN COLORADO SPRINGS, THENCE 3.5 KM (2.15 MI)
 JK0848'NORTHERLY ALONG INTERSTATE HIGHWAY 25, 13.2 METERS (43.3 FT) EAST OF
 JK0848'THE CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY, AND 5.9 METERS
 JK0848'(19.4 FT) EAST OF MILEPOST 144.  NOTE=ACCESS TO THE DATUM POINT IS
 JK0848'THROUGH A 5-INCH LOGO CAP.
 JK0848'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 JK0848'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0438 ***********************************************************************
 HM0438  DESIGNATION -  F 397
 HM0438  PID         -  HM0438
 HM0438  STATE/COUNTY-  CO/MONTEZUMA
 HM0438  USGS QUAD   -  BATTLE ROCK (1979)
 HM0438
 HM0438                         *CURRENT SURVEY CONTROL
 HM0438  ___________________________________________________________________
 HM0438* NAD 83(1986)-  37 19 53.     (N)    108 46 36.     (W)     SCALED    
 HM0438* NAVD 88     -      1712.100  (meters)    5617.11   (feet)  ADJUSTED  
 HM0438  ___________________________________________________________________
 HM0438  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 HM0438  DYNAMIC HT  -        1710.075 (meters)    5610.47  (feet)  COMP
 HM0438  MODELED GRAV-     979,387.6   (mgal)                       NAVD 88
 HM0438
 HM0438  VERT ORDER  -  FIRST     CLASS II
 HM0438
 HM0438.The horizontal coordinates were scaled from a topographic map and have
 HM0438.an estimated accuracy of +/- 6 seconds.
 HM0438
 HM0438.The orthometric height was determined by differential leveling
 HM0438.and adjusted by the National Geodetic Survey in June 1991..
 HM0438
 HM0438.The geoid height was determined by GEOID03.
 HM0438
 HM0438.The dynamic height is computed by dividing the NAVD 88
 HM0438.geopotential number by the normal gravity value computed on the
 HM0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0438.degrees latitude (g = 980.6199 gals.).
 HM0438
 HM0438.The modeled gravity was interpolated from observed gravity values.
 HM0438
 HM0438;                    North         East    Units  Estimated Accuracy
 HM0438;SPC CO S     -   383,670.      624,080.      MT  (+/- 180 meters Scaled)
 HM0438
 HM0438                          SUPERSEDED SURVEY CONTROL
 HM0438
 HM0438.No superseded survey control is available for this station.
 HM0438
 HM0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG969339(NAD 83)
 HM0438_MARKER: DB = BENCH MARK DISK
 HM0438_SETTING: 66 = SET IN ROCK OUTCROP
 HM0438_SP_SET: ROCK OUTCROP
 HM0438_STAMPING: F 397 1984
 HM0438_MARK LOGO: NGS   
 HM0438_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0438+STABILITY: POSITION/ELEVATION WELL
 HM0438
 HM0438  HISTORY     - Date     Condition        Report By
 HM0438  HISTORY     - 1984     MONUMENTED       NGS
 HM0438
 HM0438                          STATION DESCRIPTION
 HM0438
 HM0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0438'20.3 KM (12.6 MI) WEST FROM CORTEZ.
 HM0438'4.1 KM (2.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 160 FROM ITS WEST
 HM0438'JUNCTION WITH U.S. HIGHWAY 666 IN CORTEZ, THENCE 16.2 KM (10.05 MI)
 HM0438'WESTERLY ALONG A PAVED ROAD, 0.6 KM (0.35 MI) SOUTHEAST OF A GRAVEL
 HM0438'PIT, NEAR THE SOUTHEAST END OF A VERY LARGE EXPOSED AREA OF
 HM0438'OUTCROPPING BEDROCK ALONG THE EAST SIDE OF A DRY WASH, 18.4 METERS
 HM0438'(60.4 FT) NORTH OF THE CENTER OF THE ROAD, 12.5 METERS (41.0 FT)
 HM0438'SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, AND 11.6 METERS (38.1 FT)
 HM0438'NORTHEAST OF THE NORTH END OF A 30-INCH METAL CULVERT.
 HM0438'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 HM0438'THE MARK IS 1.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0403 ***********************************************************************
 HM0403  DESIGNATION -  F 398
 HM0403  PID         -  HM0403
 HM0403  STATE/COUNTY-  CO/MONTEZUMA
 HM0403  USGS QUAD   -  THOMPSON PARK (1963)
 HM0403
 HM0403                         *CURRENT SURVEY CONTROL
 HM0403  ___________________________________________________________________
 HM0403* NAD 83(1986)-  37 20 54.     (N)    108 12 51.     (W)     SCALED    
 HM0403* NAVD 88     -      2336.446  (meters)    7665.49   (feet)  ADJUSTED  
 HM0403  ___________________________________________________________________
 HM0403  GEOID HEIGHT-         -18.47  (meters)                     GEOID03
 HM0403  DYNAMIC HT  -        2333.371 (meters)    7655.40  (feet)  COMP
 HM0403  MODELED GRAV-     979,230.2   (mgal)                       NAVD 88
 HM0403
 HM0403  VERT ORDER  -  FIRST     CLASS II
 HM0403
 HM0403.The horizontal coordinates were scaled from a topographic map and have
 HM0403.an estimated accuracy of +/- 6 seconds.
 HM0403
 HM0403.The orthometric height was determined by differential leveling
 HM0403.and adjusted by the National Geodetic Survey in June 1991..
 HM0403
 HM0403.The geoid height was determined by GEOID03.
 HM0403
 HM0403.The dynamic height is computed by dividing the NAVD 88
 HM0403.geopotential number by the normal gravity value computed on the
 HM0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0403.degrees latitude (g = 980.6199 gals.).
 HM0403
 HM0403.The modeled gravity was interpolated from observed gravity values.
 HM0403
 HM0403;                    North         East    Units  Estimated Accuracy
 HM0403;SPC CO S     -   383,950.      673,950.      MT  (+/- 180 meters Scaled)
 HM0403
 HM0403                          SUPERSEDED SURVEY CONTROL
 HM0403
 HM0403.No superseded survey control is available for this station.
 HM0403
 HM0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG467371(NAD 83)
 HM0403_MARKER: I = METAL ROD
 HM0403_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HM0403_SP_SET: STAINLESS STEEL ROD
 HM0403_STAMPING: F 398 1984
 HM0403_MARK LOGO: NGS   
 HM0403_PROJECTION: FLUSH
 HM0403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0403_ROD/PIPE-DEPTH: 12.2 meters
 HM0403
 HM0403  HISTORY     - Date     Condition        Report By
 HM0403  HISTORY     - 1984     MONUMENTED       NGS
 HM0403
 HM0403                          STATION DESCRIPTION
 HM0403
 HM0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0403'36.4 KM (22.6 MI) WEST FROM DURANGO.
 HM0403'36.4 KM (22.6 MI) WESTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION
 HM0403'WITH U.S. HIGHWAY 550 IN DURANGO, OR 36.7 KM (22.8 MI) EASTERLY ALONG
 HM0403'U.S. HIGHWAY 160 FROM ITS WEST JUNCTION WITH U.S. HIGHWAY 666 IN
 HM0403'CORTEZ, AT THE SOUTHEAST END OF A HIGHWAY CUT, 35.6 METERS (116.8 FT)
 HM0403'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 25.9 METERS (85.0 FT)
 HM0403'NORTHWEST OF A FENCE CORNER, AND 5.4 METERS (17.7 FT) SOUTHEAST OF THE
 HM0403'CENTER OF A FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 HM0403'A 5-INCH LOGO CAP.
 HM0403'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 HM0403'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0364 ***********************************************************************
 HL0364  DESIGNATION -  F 399
 HL0364  PID         -  HL0364
 HL0364  STATE/COUNTY-  CO/CONEJOS
 HL0364  USGS QUAD   -  ANTONITO (1967)
 HL0364
 HL0364                         *CURRENT SURVEY CONTROL
 HL0364  ___________________________________________________________________
 HL0364* NAD 83(1986)-  37 05 09.     (N)    106 00 30.     (W)     SCALED    
 HL0364* NAVD 88     -      2402.787  (meters)    7883.14   (feet)  ADJUSTED  
 HL0364  ___________________________________________________________________
 HL0364  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 HL0364  DYNAMIC HT  -        2399.571 (meters)    7872.59  (feet)  COMP
 HL0364  MODELED GRAV-     979,205.7   (mgal)                       NAVD 88
 HL0364
 HL0364  VERT ORDER  -  FIRST     CLASS II
 HL0364
 HL0364.The horizontal coordinates were scaled from a topographic map and have
 HL0364.an estimated accuracy of +/- 6 seconds.
 HL0364
 HL0364.The orthometric height was determined by differential leveling
 HL0364.and adjusted by the National Geodetic Survey in June 1991..
 HL0364
 HL0364.The geoid height was determined by GEOID03.
 HL0364
 HL0364.The dynamic height is computed by dividing the NAVD 88
 HL0364.geopotential number by the normal gravity value computed on the
 HL0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0364.degrees latitude (g = 980.6199 gals.).
 HL0364
 HL0364.The modeled gravity was interpolated from observed gravity values.
 HL0364
 HL0364;                    North         East    Units  Estimated Accuracy
 HL0364;SPC CO S     -   351,450.      869,200.      MT  (+/- 180 meters Scaled)
 HL0364
 HL0364                          SUPERSEDED SURVEY CONTROL
 HL0364
 HL0364.No superseded survey control is available for this station.
 HL0364
 HL0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB103048(NAD 83)
 HL0364_MARKER: I = METAL ROD
 HL0364_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HL0364+WITH SETTING: INFORMATION.
 HL0364_SP_SET: SHALLOW-SET METAL ROD
 HL0364_STAMPING: F 399 1984
 HL0364_MARK LOGO: NGS   
 HL0364_PROJECTION: FLUSH
 HL0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0364_ROD/PIPE-DEPTH: 2.5  meters
 HL0364
 HL0364  HISTORY     - Date     Condition        Report By
 HL0364  HISTORY     - 1984     MONUMENTED       NGS
 HL0364
 HL0364                          STATION DESCRIPTION
 HL0364
 HL0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HL0364'1.1 KM (0.7 MI) NORTH FROM ANTONITO.
 HL0364'1.1 KM (0.7 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE
 HL0364'IN ANTONITO, 0.8 KM (0.5 MI) SOUTH OF MILEPOST 7, 99.1 M (325.1 FT)
 HL0364'SOUTH OF THE CENTER OF A CROSSROAD, 15.6 M (51.2 FT) EAST OF THE
 HL0364'CENTERLINE OF THE HIGHWAY, 14.0 M (45.9 FT) WEST OF THE NEAR RAIL OF
 HL0364'THE DENVER AND RIO GRANDE WESTERN RAILROAD, AND 1.0 M (3.3 FT) EAST OF
 HL0364'A UTILITY POLE.  NOTE=REFUSAL WAS REACHED AT 8.0 FT.  ACCESS TO THE
 HL0364'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 HL0364'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 HL0364'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0484 ***********************************************************************
 LL0484  DESIGNATION -  F 4
 LL0484  PID         -  LL0484
 LL0484  STATE/COUNTY-  CO/LARIMER
 LL0484  USGS QUAD   -  FORT COLLINS (1984)
 LL0484
 LL0484                         *CURRENT SURVEY CONTROL
 LL0484  ___________________________________________________________________
 LL0484* NAD 83(1992)-  40 34 26.86528(N)    105 04 53.64433(W)     ADJUSTED  
 LL0484* NAVD 88     -      1525.234  (meters)    5004.04   (feet)  ADJUSTED  
 LL0484  ___________________________________________________________________
 LL0484  LAPLACE CORR-         -15.14  (seconds)                    DEFLEC99
 LL0484  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 LL0484  DYNAMIC HT  -        1523.949 (meters)    4999.82  (feet)  COMP
 LL0484  MODELED GRAV-     979,729.0   (mgal)                       NAVD 88
 LL0484
 LL0484  HORZ ORDER  -  THIRD
 LL0484  VERT ORDER  -  FIRST     CLASS II
 LL0484
 LL0484.The horizontal coordinates were established by classical geodetic methods
 LL0484.and adjusted by the National Geodetic Survey in January 1993..
 LL0484.No horizontal observational check was made to the station.
 LL0484
 LL0484.The orthometric height was determined by differential leveling
 LL0484.and adjusted by the National Geodetic Survey in June 1991..
 LL0484.WARNING-Repeat measurements at this control monument indicate possible
 LL0484.vertical movement.
 LL0484
 LL0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL0484
 LL0484.The geoid height was determined by GEOID03.
 LL0484
 LL0484.The dynamic height is computed by dividing the NAVD 88
 LL0484.geopotential number by the normal gravity value computed on the
 LL0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0484.degrees latitude (g = 980.6199 gals.).
 LL0484
 LL0484.The modeled gravity was interpolated from observed gravity values.
 LL0484
 LL0484;                    North         East     Units Scale Factor Converg.
 LL0484;SPC CO N     -   442,652.990   949,831.216   MT  0.99997274   +0 16 13.3
 LL0484;SPC CO N     - 1,452,270.68  3,116,237.91   sFT  0.99997274   +0 16 13.3
 LL0484;UTM  13      - 4,491,486.315   493,096.053   MT  0.99960059   -0 03 11.0
 LL0484
 LL0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL0484!SPC CO N     -   0.99976329  x   0.99997274  =   0.99973603
 LL0484!UTM  13      -   0.99976329  x   0.99960059  =   0.99936397
 LL0484
 LL0484                          SUPERSEDED SURVEY CONTROL
 LL0484
 LL0484  NAD 83(1986)-  40 34 26.85175(N)    105 04 53.62599(W) AD(       ) 3
 LL0484  NAD 27      -  40 34 26.91400(N)    105 04 51.70300(W) AD(       ) 3
 LL0484  NGVD 29 (??/??/??) 1524.371  (m)         5001.21   (f) ADJUSTED    1 2
 LL0484
 LL0484.Superseded values are not recommended for survey control.
 LL0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0484.See file dsdata.txt to determine how the superseded data were derived.
 LL0484
 LL0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE9309691486(NAD 83)
 LL0484_MARKER: DD = SURVEY DISK
 LL0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0484_MARK LOGO: COGS  
 LL0484_PROJECTION: RECESSED 5 CENTIMETERS
 LL0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0484+STABILITY: SURFACE MOTION
 LL0484
 LL0484  HISTORY     - Date     Condition        Report By
 LL0484  HISTORY     - 1935     MONUMENTED       CGS
 LL0484  HISTORY     - 1954     GOOD             NGS
 LL0484  HISTORY     - 1984     GOOD             NGS
 LL0484
 LL0484                          STATION DESCRIPTION
 LL0484
 LL0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LL0484'STATION IS LOCATED ON THE CAMPUS OF COLORADO STATE UNIVERSITY
 LL0484'IN THE SOUTHWEST PART OF THE CITY OF FORT COLLINS.
 LL0484'A U.S.C. AND G.S. BENCH MARK DISK, SET IN COOPERATION WITH THE
 LL0484'STATE WAS USED AS AN AZIMUTH MARK.  IT IS 16 FEET WEST OF THE
 LL0484'CENTERLINE OF A PAVED ROAD AND 160 FEET SOUTHWEST OF THE
 LL0484'SOUTHWEST CORNER OF THE ADMINISTRATION BUILDING.  THE DISK HAS
 LL0484'NO NAME OR NUMBER STAMPED ON IT AND IS SET IN A 4 INCH SQUARE
 LL0484'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.
 LL0484
 LL0484                          STATION RECOVERY (1954)
 LL0484
 LL0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 LL0484'IN FT COLLINS.
 LL0484'AT FORT COLLINS, ON THE CAMPUS OF COLORADO A. AND M. COLLEGE,
 LL0484'140 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE ADMINISTRATION
 LL0484'BUILDING, 37 FEET EAST OF THE EAST SIDE OF THE FORESTRY BUILDING,
 LL0484'10 FEET NORTH OF THE NORTH EDGE OF A SIDEWALK LEADING TO THE
 LL0484'EAST ENTRANCE TO THE FORESTRY BUILDING, 2 FEET WEST OF THE WEST
 LL0484'CURB OF A NORTH AND SOUTH STREET, 0.4 FOOT BELOW THE TOP OF A
 LL0484'NORTH AND SOUTH SIDEWALK, SET IN THE TOP OF A CONCRETE POST ACCESS
 LL0484'TO WHICH IS HAD THROUGH A 4 INCH HOLE IN THE SIDEWALK.
 LL0484
 LL0484                          STATION RECOVERY (1984)
 LL0484
 LL0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0484'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN FORT
 LL0484'COLLINS, AT THE COLORADO STATE UNIVERSITY CAMPUS, 42.7 METERS
 LL0484'(140.1 FT) SOUTHWEST OF THE NORTHEAST CORNER OF THE FORESTRY BUILDING,
 LL0484'13.8 METERS (45.3 FT) EAST-NORTHEAST OF THE CENTER OF THE EAST
 LL0484'ENTRANCE TO THE FORESTRY BUILDING, 2.9 METERS (9.5 FT) NORTH OF THE
 LL0484'NORTH EDGE OF THE EAST ENTRANCE SIDEWALK, AND 0.6 METER (2.0 FT) WEST
 LL0484'OF THE WEST CURB OF A WALKWAY.  NOTE--ACCESS TO THE MARK IS THROUGH A
 LL0484'3-INCH STEEL PIPE WITH A 1-INCH HOLE.  THE MARK IS UNSTAMPED.
 LL0484'THE MARK IS ABOVE LEVEL WITH THE WALKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0077 ***********************************************************************
 JK0077  DESIGNATION -  F 4
 JK0077  PID         -  JK0077
 JK0077  STATE/COUNTY-  CO/PUEBLO
 JK0077  USGS QUAD   -  NORTHEAST PUEBLO (1974)
 JK0077
 JK0077                         *CURRENT SURVEY CONTROL
 JK0077  ___________________________________________________________________
 JK0077* NAD 83(1986)-  38 15 44.     (N)    104 37 01.     (W)     SCALED    
 JK0077* NAVD 88     -      1421.550  (meters)    4663.87   (feet)  ADJUSTED  
 JK0077  ___________________________________________________________________
 JK0077  GEOID HEIGHT-         -19.17  (meters)                     GEOID03
 JK0077  DYNAMIC HT  -        1420.063 (meters)    4658.99  (feet)  COMP
 JK0077  MODELED GRAV-     979,533.8   (mgal)                       NAVD 88
 JK0077
 JK0077  VERT ORDER  -  FIRST     CLASS II
 JK0077
 JK0077.The horizontal coordinates were scaled from a topographic map and have
 JK0077.an estimated accuracy of +/- 6 seconds.
 JK0077
 JK0077.The orthometric height was determined by differential leveling
 JK0077.and adjusted by the National Geodetic Survey in June 1991..
 JK0077
 JK0077.The geoid height was determined by GEOID03.
 JK0077
 JK0077.The dynamic height is computed by dividing the NAVD 88
 JK0077.geopotential number by the normal gravity value computed on the
 JK0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0077.degrees latitude (g = 980.6199 gals.).
 JK0077
 JK0077.The modeled gravity was interpolated from observed gravity values.
 JK0077
 JK0077;                    North         East    Units  Estimated Accuracy
 JK0077;SPC CO S     -   482,250.      991,680.      MT  (+/- 180 meters Scaled)
 JK0077
 JK0077                          SUPERSEDED SURVEY CONTROL
 JK0077
 JK0077  NGVD 29 (??/??/92) 1420.698  (m)         4661.07   (f) ADJ UNCH    1 2
 JK0077
 JK0077.Superseded values are not recommended for survey control.
 JK0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0077.See file dsdata.txt to determine how the superseded data were derived.
 JK0077
 JK0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC335349(NAD 83)
 JK0077_MARKER: DB = BENCH MARK DISK
 JK0077_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 JK0077_SP_SET: APRON
 JK0077_STAMPING: F 4 1925 4661.172
 JK0077_MARK LOGO: CGS   
 JK0077_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK0077_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JK0077+SATELLITE: SATELLITE OBSERVATIONS - January 04, 1996
 JK0077
 JK0077  HISTORY     - Date     Condition        Report By
 JK0077  HISTORY     - 1925     MONUMENTED       CGS
 JK0077  HISTORY     - 1953     GOOD             NGS
 JK0077  HISTORY     - 1961     MARK NOT FOUND   USGS
 JK0077  HISTORY     - 1984     GOOD             NGS
 JK0077  HISTORY     - 19960104 GOOD             CODOT
 JK0077
 JK0077                          STATION DESCRIPTION
 JK0077
 JK0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0077'AT PUEBLO.
 JK0077'AT PUEBLO, 67 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE UNION
 JK0077'STATION, 36.5 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST
 JK0077'TRACK, 57 FEET SOUTHEAST OF THE WEST END OF A SUB POST OFFICE, SET
 JK0077'IN THE TOP OF A CONCRETE PLATFORM.
 JK0077
 JK0077                          STATION RECOVERY (1961)
 JK0077
 JK0077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 JK0077'MARK NOT FOUND.
 JK0077
 JK0077                          STATION RECOVERY (1984)
 JK0077
 JK0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0077'RECOVERED IN GOOD CONDITION.
 JK0077
 JK0077                          STATION RECOVERY (1996)
 JK0077
 JK0077'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (PG)
 JK0077'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0047 ***********************************************************************
 JK0047  DESIGNATION -  F 40
 JK0047  PID         -  JK0047
 JK0047  STATE/COUNTY-  CO/OTERO
 JK0047  USGS QUAD   -  FOWLER (1960)
 JK0047
 JK0047                         *CURRENT SURVEY CONTROL
 JK0047  ___________________________________________________________________
 JK0047* NAD 83(1986)-  38 07 54.     (N)    104 01 22.     (W)     SCALED    
 JK0047* NAVD 88     -      1322.686  (meters)    4339.51   (feet)  ADJUSTED  
 JK0047  ___________________________________________________________________
 JK0047  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 JK0047  DYNAMIC HT  -        1321.347 (meters)    4335.12  (feet)  COMP
 JK0047  MODELED GRAV-     979,570.7   (mgal)                       NAVD 88
 JK0047
 JK0047  VERT ORDER  -  FIRST     CLASS II
 JK0047
 JK0047.The horizontal coordinates were scaled from a topographic map and have
 JK0047.an estimated accuracy of +/- 6 seconds.
 JK0047
 JK0047.The orthometric height was determined by differential leveling
 JK0047.and adjusted by the National Geodetic Survey in June 1991..
 JK0047.WARNING-Repeat measurements at this control monument indicate possible
 JK0047.vertical movement.
 JK0047
 JK0047.The geoid height was determined by GEOID03.
 JK0047
 JK0047.The dynamic height is computed by dividing the NAVD 88
 JK0047.geopotential number by the normal gravity value computed on the
 JK0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0047.degrees latitude (g = 980.6199 gals.).
 JK0047
 JK0047.The modeled gravity was interpolated from observed gravity values.
 JK0047
 JK0047;                    North         East    Units  Estimated Accuracy
 JK0047;SPC CO S     -   468,420.    1,043,910.      MT  (+/- 180 meters Scaled)
 JK0047
 JK0047                          SUPERSEDED SURVEY CONTROL
 JK0047
 JK0047  NGVD 29 (??/??/92) 1321.920  (m)         4337.00   (f) ADJ UNCH    1 2
 JK0047
 JK0047.Superseded values are not recommended for survey control.
 JK0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0047.See file dsdata.txt to determine how the superseded data were derived.
 JK0047
 JK0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC856208(NAD 83)
 JK0047_MARKER: DB = BENCH MARK DISK
 JK0047_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JK0047_STAMPING: F 40 1933
 JK0047_MARK LOGO: CGS   
 JK0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0047+STABILITY: SURFACE MOTION
 JK0047
 JK0047  HISTORY     - Date     Condition        Report By
 JK0047  HISTORY     - 1933     MONUMENTED       CGS
 JK0047  HISTORY     - 1951     GOOD             NGS
 JK0047  HISTORY     - 1977     GOOD             NGS
 JK0047  HISTORY     - 1985     GOOD             NGS
 JK0047
 JK0047                          STATION DESCRIPTION
 JK0047
 JK0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JK0047'AT FOWLER.
 JK0047'AT FOWLER, 3 FEET EAST OF THE NORTHWEST CORNER OF THE ATCHISON,
 JK0047'TOPEKA AND SANTA FE RAILWAY STATION, AT MILEAGE 583.1, 29 FEET SOUTH
 JK0047'OF THE CENTERLINE OF THE TRACK, IN THE TOP OF THE STONE WATER TABLE,
 JK0047'AND 3.7 FEET ABOVE THE BRICK WALK.  A STANDARD DISK, STAMPED F 40
 JK0047'1933.
 JK0047
 JK0047                          STATION RECOVERY (1977)
 JK0047
 JK0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 JK0047'RECOVERED IN GOOD CONDITION.
 JK0047
 JK0047                          STATION RECOVERY (1985)
 JK0047
 JK0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JK0047'RECOVERED IN GOOD CONDITION.  ADD--AT THE INTERSECTION OF MAIN STREET
 JK0047'AND THE SANTA FE RAILROAD, AND 33.3 M (109.3 FT) SOUTHEAST OF THE
 JK0047'CENTERLINE OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0895 ***********************************************************************
 JK0895  DESIGNATION -  F 400
 JK0895  PID         -  JK0895
 JK0895  STATE/COUNTY-  CO/SAGUACHE
 JK0895  USGS QUAD   -  MOFFAT NORTH (1979)
 JK0895
 JK0895                         *CURRENT SURVEY CONTROL
 JK0895  ___________________________________________________________________
 JK0895* NAD 83(1992)-  38 01 11.33674(N)    105 54 37.55119(W)     ADJUSTED  
 JK0895* NAVD 88     -      2308.435  (meters)    7573.59   (feet)  ADJUSTED  
 JK0895  ___________________________________________________________________
 JK0895  X           -  -1,379,685.364 (meters)                     COMP
 JK0895  Y           -  -4,840,078.617 (meters)                     COMP
 JK0895  Z           -   3,908,589.170 (meters)                     COMP
 JK0895  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 JK0895  ELLIP HEIGHT-        2292.81  (meters)          (12/03/02) GPS OBS
 JK0895  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 JK0895  DYNAMIC HT  -        2305.528 (meters)    7564.05  (feet)  COMP
 JK0895  MODELED GRAV-     979,287.2   (mgal)                       NAVD 88
 JK0895
 JK0895  HORZ ORDER  -  FIRST
 JK0895  VERT ORDER  -  FIRST     CLASS II
 JK0895  ELLP ORDER  -  FOURTH    CLASS II
 JK0895
 JK0895.The horizontal coordinates were established by GPS observations
 JK0895.and adjusted by the National Geodetic Survey in August 2000..
 JK0895
 JK0895.The orthometric height was determined by differential leveling
 JK0895.and adjusted by the National Geodetic Survey in June 1991..
 JK0895
 JK0895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK0895
 JK0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0895
 JK0895.The ellipsoidal height was determined by GPS observations
 JK0895.and is referenced to NAD 83.
 JK0895
 JK0895.The geoid height was determined by GEOID03.
 JK0895
 JK0895.The dynamic height is computed by dividing the NAVD 88
 JK0895.geopotential number by the normal gravity value computed on the
 JK0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0895.degrees latitude (g = 980.6199 gals.).
 JK0895
 JK0895.The modeled gravity was interpolated from observed gravity values.
 JK0895
 JK0895;                    North         East     Units Scale Factor Converg.
 JK0895;SPC CO S     -   455,058.546   878,364.272   MT  0.99995063   -0 15 06.3
 JK0895;SPC CO S     - 1,492,971.25  2,881,766.78   sFT  0.99995063   -0 15 06.3
 JK0895;UTM  13      - 4,208,404.703   420,087.294   MT  0.99967865   -0 33 38.9
 JK0895
 JK0895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0895!SPC CO S     -   0.99964036  x   0.99995063  =   0.99959100
 JK0895!UTM  13      -   0.99964036  x   0.99967865  =   0.99931912
 JK0895
 JK0895                          SUPERSEDED SURVEY CONTROL
 JK0895
 JK0895  ELLIP H (08/03/00) 2292.80   (m)                       GP(       ) 4 2
 JK0895  NAVD 88 (08/03/00) 2308.43   (m)         7573.6    (f) LEVELING    3  
 JK0895
 JK0895.Superseded values are not recommended for survey control.
 JK0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0895.See file dsdata.txt to determine how the superseded data were derived.
 JK0895
 JK0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC2008708405(NAD 83)
 JK0895_MARKER: I = METAL ROD
 JK0895_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK0895_SP_SET: STAINLESS STEEL ROD
 JK0895_STAMPING: F 400 1984
 JK0895_MARK LOGO: NGS   
 JK0895_PROJECTION: FLUSH
 JK0895_MAGNETIC: I = MARKER IS A STEEL ROD
 JK0895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0895+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1999
 JK0895_ROD/PIPE-DEPTH: 15.5 meters
 JK0895
 JK0895  HISTORY     - Date     Condition        Report By
 JK0895  HISTORY     - 1984     MONUMENTED       NGS
 JK0895  HISTORY     - 19990406 GOOD             MSAM
 JK0895
 JK0895                          STATION DESCRIPTION
 JK0895
 JK0895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0895'2.2 KM (1.35 MI) NORTH FROM MOFFAT.
 JK0895'2.2 KM (1.35 MI) NORTHERLY ALONG STATE HIGHWAY 17 FROM THE POST OFFICE
 JK0895'IN MOFFAT, 87.2 M (286.1 FT) SOUTH-SOUTHEAST OF MILEPOST 107, 30.5 M
 JK0895'(100.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 13.2 M (43.3 FT)
 JK0895'WEST OF THE CENTER OF A FIELD ENTRANCE, AND 3.1 M (10.2 FT) SOUTH OF A
 JK0895'FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 JK0895'LOGO CAP.
 JK0895'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 JK0895'THE MARK IS 1.3 M BELOW THE HIGHWAY.
 JK0895
 JK0895                          STATION RECOVERY (1999)
 JK0895
 JK0895'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 JK0895'RECOVERED AS DESCRIBED. ADD TO DESCRIPTION, THE STATION IS IN SECTION
 JK0895'31, TOWNSHIP 44 NORTH, RANGE 10 EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF9433 ***********************************************************************
 DF9433  DESIGNATION -  F 401 RESET
 DF9433  PID         -  DF9433
 DF9433  STATE/COUNTY-  CO/LARIMER
 DF9433  USGS QUAD   -  WELLINGTON (1978)
 DF9433
 DF9433                         *CURRENT SURVEY CONTROL
 DF9433  ___________________________________________________________________
 DF9433* NAD 83(1986)-  40 42 35.     (N)    105 02 48.     (W)     SCALED    
 DF9433* NAVD 88     -      1602.493  (meters)    5257.51   (feet)  ADJUSTED  
 DF9433  ___________________________________________________________________
 DF9433  GEOID HEIGHT-         -15.77  (meters)                     GEOID03
 DF9433  DYNAMIC HT  -        1601.149 (meters)    5253.10  (feet)  COMP
 DF9433  MODELED GRAV-     979,729.8   (mgal)                       NAVD 88
 DF9433
 DF9433  VERT ORDER  -  FIRST     CLASS II
 DF9433
 DF9433.The horizontal coordinates were scaled from a topographic map and have
 DF9433.an estimated accuracy of +/- 6 seconds.
 DF9433
 DF9433.The orthometric height was determined by differential leveling
 DF9433.and adjusted by the National Geodetic Survey in September 2004..
 DF9433
 DF9433.The geoid height was determined by GEOID03.
 DF9433
 DF9433.The dynamic height is computed by dividing the NAVD 88
 DF9433.geopotential number by the normal gravity value computed on the
 DF9433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9433.degrees latitude (g = 980.6199 gals.).
 DF9433
 DF9433.The modeled gravity was interpolated from observed gravity values.
 DF9433
 DF9433;                    North         East    Units  Estimated Accuracy
 DF9433;SPC CO N     -   457,720.      952,710.      MT  (+/- 180 meters Scaled)
 DF9433
 DF9433                          SUPERSEDED SURVEY CONTROL
 DF9433
 DF9433.No superseded survey control is available for this station.
 DF9433
 DF9433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF960065(NAD 83)
 DF9433_MARKER: F = FLANGE-ENCASED ROD
 DF9433_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF9433_STAMPING: F 401 RESET 2002
 DF9433_MARK LOGO: NGS   
 DF9433_PROJECTION: FLUSH
 DF9433_MAGNETIC: I = MARKER IS A STEEL ROD
 DF9433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9433+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2002
 DF9433_ROD/PIPE-DEPTH: 8.23 meters
 DF9433_SLEEVE-DEPTH  : 0.9 meters
 DF9433
 DF9433  HISTORY     - Date     Condition        Report By
 DF9433  HISTORY     - 20020702 MONUMENTED       MSAM
 DF9433
 DF9433                          STATION DESCRIPTION
 DF9433
 DF9433'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2002 (KCH)
 DF9433'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2002 (KCH)
 DF9433'THE STATION IS LOCATED 14.2 KM (8.8 MI) NORTHEAST OF FORT COLLINS AND
 DF9433'IS 3.2 KM
 DF9433'(2 MI) NORTHWEST OF WELLINGTON, IN LARIMER COUNTY, COLORADO.
 DF9433'OWNERSHIP--
 DF9433' 
 DF9433'TO REACH THE STATION FROM EXIT 278 ON INTERSTATE 25 (WELLINGTON), GO
 DF9433'WEST
 DF9433'ON COUNTY ROAD 62E (SH 1)FOR 1.29 KM (0.8 MI)TO A Y INTERSECTION. TURN
 DF9433'RIGHT,
 DF9433'NORTH, ON COUNTY ROAD 9 FOR 0.65 KM ( 0.4 MI) TO COUNTY ROAD 64E ON
 DF9433'THE LEFT.
 DF9433'TURN LEFT, WEST, ON COUNTY ROAD 64E FOR 1.3 KM (0.8 MI) TO THE STATION
 DF9433'ON THE
 DF9433'RIGHT.
 DF9433' 
 DF9433'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 DF9433'TO A
 DF9433'DEPTH OF 8.23 M (27.0 FT), ENCASED IN A 0.9 M (3 FT) LONG GREASED
 DF9433'FILLED
 DF9433'FINNED SLEEVE. ENCLOSED IN A PVC PIPE WITH LOGO LID, SURROUNDED BY A
 DF9433'CONCRETE
 DF9433'COLLAR FLUSH WITH THE GROUND. IT IS 28.9 M (94.8 FT) NORTHEAST OF A
 DF9433'UTILITY
 DF9433'POLE, 25.91 M (85.0 FT) NORTHWEST OF A UTILITY POLE, 8.65 M (28.4 FT)
 DF9433'NORTHEAST
 DF9433'OF A GAS LINE MARKER IN A NORTH-SOUTH FENCE LINE, 2.80 M (9.2 FT) WEST
 DF9433'OF A
 DF9433'WATER HYDRANT, 0.3 M (1. FT) WEST OF A FIBERGLASS WITNESS POST AND 0.3
 DF9433'M
 DF9433'(1. FT) EAST OF A FIBERGLASS WITNESS POST.
 DF9433'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1052 ***********************************************************************
 LL1052  DESIGNATION -  F 402
 LL1052  PID         -  LL1052
 LL1052  STATE/COUNTY-  CO/LARIMER
 LL1052  USGS QUAD   -  LOVELAND (1984)
 LL1052
 LL1052                         *CURRENT SURVEY CONTROL
 LL1052  ___________________________________________________________________
 LL1052* NAD 83(1986)-  40 22 42.     (N)    105 04 22.     (W)     SCALED    
 LL1052* NAVD 88     -      1503.160  (meters)    4931.62   (feet)  ADJUSTED  
 LL1052  ___________________________________________________________________
 LL1052  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 LL1052  DYNAMIC HT  -        1501.850 (meters)    4927.32  (feet)  COMP
 LL1052  MODELED GRAV-     979,701.6   (mgal)                       NAVD 88
 LL1052
 LL1052  VERT ORDER  -  FIRST     CLASS II
 LL1052
 LL1052.The horizontal coordinates were scaled from a topographic map and have
 LL1052.an estimated accuracy of +/- 6 seconds.
 LL1052
 LL1052.The orthometric height was determined by differential leveling
 LL1052.and adjusted by the National Geodetic Survey in June 1991..
 LL1052
 LL1052.The geoid height was determined by GEOID03.
 LL1052
 LL1052.The dynamic height is computed by dividing the NAVD 88
 LL1052.geopotential number by the normal gravity value computed on the
 LL1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1052.degrees latitude (g = 980.6199 gals.).
 LL1052
 LL1052.The modeled gravity was interpolated from observed gravity values.
 LL1052
 LL1052;                    North         East    Units  Estimated Accuracy
 LL1052;SPC CO N     -   420,920.      950,680.      MT  (+/- 180 meters Scaled)
 LL1052
 LL1052                          SUPERSEDED SURVEY CONTROL
 LL1052
 LL1052  NGVD 29 (??/??/??) 1502.280  (m)         4928.73   (f) ADJUSTED    1 2
 LL1052
 LL1052.Superseded values are not recommended for survey control.
 LL1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1052.See file dsdata.txt to determine how the superseded data were derived.
 LL1052
 LL1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE938697(NAD 83)
 LL1052_MARKER: I = METAL ROD
 LL1052_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1052_SP_SET: STAINLESS STEEL ROD
 LL1052_STAMPING: F 402 1984
 LL1052_MARK LOGO: NGS   
 LL1052_PROJECTION: FLUSH
 LL1052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1052+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2005
 LL1052_ROD/PIPE-DEPTH: 7.3  meters
 LL1052
 LL1052  HISTORY     - Date     Condition        Report By
 LL1052  HISTORY     - 1984     MONUMENTED       NGS
 LL1052  HISTORY     - 20050811 GOOD             USPSQD
 LL1052
 LL1052                          STATION DESCRIPTION
 LL1052
 LL1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1052'IN LOVELAND.
 LL1052'IN LOVELAND, AT THE INTERSECTION OF U.S. HIGHWAY 287 AND STATE HIGHWAY
 LL1052'402, 51.2 METERS (168.0 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND
 LL1052'LANES OF THE HIGHWAY, 35.3 METERS (115.8 FT) WEST OF THE CENTER OF A
 LL1052'PRIVATE DRIVE, 15.3 METERS (50.2 FT) NORTH OF THE CENTERLINE OF STATE
 LL1052'HIGHWAY 402, AND 2.4 METERS (7.9 FT) WEST OF A UTILITY POLE WITH A GUY
 LL1052'WIRE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LL1052'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 LL1052'THE MARK IS ABOVE LEVEL WITH THE STATE HIGHWAY.
 LL1052
 LL1052                          STATION RECOVERY (2005)
 LL1052
 LL1052'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 LL1052'FOUND AS DESCRIBED. ORANGE WITNESS POST IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0337 ***********************************************************************
 HL0337  DESIGNATION -  F 403
 HL0337  PID         -  HL0337
 HL0337  STATE/COUNTY-  CO/LA PLATA
 HL0337  USGS QUAD   -  DURANGO WEST (1963)
 HL0337
 HL0337                         *CURRENT SURVEY CONTROL
 HL0337  ___________________________________________________________________
 HL0337* NAD 83(1992)-  37 15 49.59700(N)    107 58 56.34595(W)     ADJUSTED  
 HL0337* NAVD 88     -      2264.247  (meters)    7428.62   (feet)  ADJUSTED  
 HL0337  ___________________________________________________________________
 HL0337  X           -  -1,569,583.797 (meters)                     COMP
 HL0337  Y           -  -4,835,759.520 (meters)                     COMP
 HL0337  Z           -   3,842,091.382 (meters)                     COMP
 HL0337  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 HL0337  ELLIP HEIGHT-        2245.48  (meters)          (12/03/02) GPS OBS
 HL0337  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 HL0337  DYNAMIC HT  -        2261.265 (meters)    7418.83  (feet)  COMP
 HL0337  MODELED GRAV-     979,232.5   (mgal)                       NAVD 88
 HL0337
 HL0337  HORZ ORDER  -  FIRST
 HL0337  VERT ORDER  -  FIRST     CLASS II
 HL0337  ELLP ORDER  -  FOURTH    CLASS II
 HL0337
 HL0337.The horizontal coordinates were established by GPS observations
 HL0337.and adjusted by the National Geodetic Survey in July 1997..
 HL0337
 HL0337.The orthometric height was determined by differential leveling
 HL0337.and adjusted by the National Geodetic Survey in June 1991..
 HL0337
 HL0337.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HL0337
 HL0337.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0337
 HL0337.The ellipsoidal height was determined by GPS observations
 HL0337.and is referenced to NAD 83.
 HL0337
 HL0337.The geoid height was determined by GEOID03.
 HL0337
 HL0337.The dynamic height is computed by dividing the NAVD 88
 HL0337.geopotential number by the normal gravity value computed on the
 HL0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0337.degrees latitude (g = 980.6199 gals.).
 HL0337
 HL0337.The modeled gravity was interpolated from observed gravity values.
 HL0337
 HL0337;                    North         East     Units Scale Factor Converg.
 HL0337;SPC CO S     -   373,995.863   694,239.229   MT  0.99999461   -1 31 21.4
 HL0337;SPC CO S     - 1,227,018.09  2,277,683.20   sFT  0.99999461   -1 31 21.4
 HL0337;UTM  13      - 4,128,304.328   235,532.346   MT  1.00046168   -1 48 24.5
 HL0337;UTM  12      - 4,128,403.864   767,604.401   MT  1.00048224   +1 49 41.7
 HL0337
 HL0337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0337!SPC CO S     -   0.99964775  x   0.99999461  =   0.99964236
 HL0337!UTM  13      -   0.99964775  x   1.00046168  =   1.00010926
 HL0337!UTM  12      -   0.99964775  x   1.00048224  =   1.00012982
 HL0337
 HL0337                          SUPERSEDED SURVEY CONTROL
 HL0337
 HL0337  ELLIP H (07/06/97) 2245.48   (m)                       GP(       ) 3 1
 HL0337  NAVD 88 (07/06/97) 2264.25   (m)         7428.6    (f) LEVELING    3  
 HL0337
 HL0337.Superseded values are not recommended for survey control.
 HL0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0337.See file dsdata.txt to determine how the superseded data were derived.
 HL0337
 HL0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB3553228304(NAD 83)
 HL0337_MARKER: I = METAL ROD
 HL0337_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HL0337_SP_SET: STAINLESS STEEL ROD
 HL0337_STAMPING: F 403 1984
 HL0337_MARK LOGO: NGS   
 HL0337_PROJECTION: FLUSH
 HL0337_MAGNETIC: I = MARKER IS A STEEL ROD
 HL0337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HL0337+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1992
 HL0337_ROD/PIPE-DEPTH: 4.3  meters
 HL0337
 HL0337  HISTORY     - Date     Condition        Report By
 HL0337  HISTORY     - 1984     MONUMENTED       NGS
 HL0337  HISTORY     - 19920723 GOOD             NGS
 HL0337
 HL0337                          STATION DESCRIPTION
 HL0337
 HL0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HL0337'10.8 KM (6.7 MI) WEST FROM DURANGO.
 HL0337'10.8 KM (6.7 MI) WESTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION
 HL0337'WITH U.S. HIGHWAY 550 IN DURANGO, 24.7 METERS (81.0 FT) SOUTH OF THE
 HL0337'CENTERLINE OF THE HIGHWAY, AND 10.2 METERS (33.5 FT) WEST OF THE
 HL0337'CENTER OF A TRACK ROAD LEADING SOUTH.  NOTE=ACCESS TO THE DATUM POINT
 HL0337'IS THROUGH A 5-INCH LOGO CAP.
 HL0337'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 HL0337'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 HL0337
 HL0337                          STATION RECOVERY (1992)
 HL0337
 HL0337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RSC)
 HL0337'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) WEST OF DURANGO, 3.5 MI
 HL0337'(5.6 KM) SOUTHEAST OF HESPERUS, IN THE NORTH CENTER OF SECTION 29, T
 HL0337'35 N, R 10 W, AT U.  S.  HIGHWAY 160 MILEPOST 76.55.
 HL0337'OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION  TO REACH THE STATION
 HL0337'FROM THE JUNCTION OF U.  S.  HIGHWAY 160 AND U. S.  HIGHWAY 550 IN
 HL0337'SOUTHWESTERN DURANGO, GO 6.7 MI (10.8 KM) WESTERLY ALONG U.  S.
 HL0337'HIGHWAY 160 TO THE STATION ON THE LEFT  THE STATION MARK IS A
 HL0337'STAINLESS STEEL ROD DRIVEN IN THE GROUND, ENCASED IN A PIPE FLUSH WITH
 HL0337'THE GROUND, ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP, IT
 HL0337'IS 24.7 M (81.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10.2 M
 HL0337'(33.5 FT) WEST OF THE CENTER OF A TRACK ROAD LEADING SOUTH, 0.3 M (1.0
 HL0337'FT) NORTH OF A WITNESS POST AND SOUTHERN RIGHT-OF-WAY FENCE, ABOUT 1 M
 HL0337'(3.3 FT) BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0347 ***********************************************************************
 HL0347  DESIGNATION -  F 404
 HL0347  PID         -  HL0347
 HL0347  STATE/COUNTY-  CO/LA PLATA
 HL0347  USGS QUAD   -  BONDAD HILL (1968)
 HL0347
 HL0347                         *CURRENT SURVEY CONTROL
 HL0347  ___________________________________________________________________
 HL0347* NAD 83(1986)-  37 06 42.     (N)    107 52 02.     (W)     SCALED    
 HL0347* NAVD 88     -      1967.482  (meters)    6454.98   (feet)  ADJUSTED  
 HL0347  ___________________________________________________________________
 HL0347  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 HL0347  DYNAMIC HT  -        1964.938 (meters)    6446.63  (feet)  COMP
 HL0347  MODELED GRAV-     979,268.7   (mgal)                       NAVD 88
 HL0347
 HL0347  VERT ORDER  -  FIRST     CLASS II
 HL0347
 HL0347.The horizontal coordinates were scaled from a topographic map and have
 HL0347.an estimated accuracy of +/- 6 seconds.
 HL0347
 HL0347.The orthometric height was determined by differential leveling
 HL0347.and adjusted by the National Geodetic Survey in June 1991..
 HL0347
 HL0347.The geoid height was determined by GEOID03.
 HL0347
 HL0347.The dynamic height is computed by dividing the NAVD 88
 HL0347.geopotential number by the normal gravity value computed on the
 HL0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0347.degrees latitude (g = 980.6199 gals.).
 HL0347
 HL0347.The modeled gravity was interpolated from observed gravity values.
 HL0347
 HL0347;                    North         East    Units  Estimated Accuracy
 HL0347;SPC CO S     -   356,860.      704,020.      MT  (+/- 180 meters Scaled)
 HL0347
 HL0347                          SUPERSEDED SURVEY CONTROL
 HL0347
 HL0347.No superseded survey control is available for this station.
 HL0347
 HL0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB452111(NAD 83)
 HL0347_MARKER: I = METAL ROD
 HL0347_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HL0347_SP_SET: STAINLESS STEEL ROD
 HL0347_STAMPING: F 404 1984
 HL0347_MARK LOGO: NGS   
 HL0347_PROJECTION: FLUSH
 HL0347_MAGNETIC: I = MARKER IS A STEEL ROD
 HL0347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0347_ROD/PIPE-DEPTH: 6.1  meters
 HL0347
 HL0347  HISTORY     - Date     Condition        Report By
 HL0347  HISTORY     - 1984     MONUMENTED       NGS
 HL0347  HISTORY     - 19920421 GOOD             NGS
 HL0347
 HL0347                          STATION DESCRIPTION
 HL0347
 HL0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HL0347'20.5 KM (12.75 MI) SOUT FROM DURANGO.
 HL0347'20.5 KM (12.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM ITS NORTH
 HL0347'JUNCTION WITH U.S. HIGHWAY 160 IN DURANGO, 1.2 KM (0.75 MI) SOUTH OF
 HL0347'THE INTERSECTION OF COUNTY ROAD 218, 21.4 METERS (70.2 FT) WEST OF THE
 HL0347'CENTERLINE OF THE HIGHWAY, 11.5 METERS (37.7 FT) NORTHWEST OF AN
 HL0347'UNDERGROUND CABLE JUNCTION BOX NUMBER RL19, 10.0 METERS (32.8 FT)
 HL0347'NORTH OF THE CENTER OF A GRAVELED ROAD LEADING SOUTH AND WEST TO A
 HL0347'LARGE FRAME HOUSE, 6.2 METERS (20.3 FT) EAST OF A T-FENCE CORNER,
 HL0347'1.2 METERS (3.9 FT) EAST OF A UTILITY POLE WITH A GUY WIRE.
 HL0347'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 HL0347'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 HL0347'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HL0347
 HL0347                          STATION RECOVERY (1992)
 HL0347
 HL0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HL0347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0866 ***********************************************************************
 JK0866  DESIGNATION -  F 405
 JK0866  PID         -  JK0866
 JK0866  STATE/COUNTY-  CO/EL PASO
 JK0866  USGS QUAD   -  CHEYENNE MOUNTAIN (1994)
 JK0866
 JK0866                         *CURRENT SURVEY CONTROL
 JK0866  ___________________________________________________________________
 JK0866* NAD 83(1986)-  38 43 44.     (N)    104 46 21.     (W)     SCALED    
 JK0866* NAVD 88     -      1768.915  (meters)    5803.52   (feet)  ADJUSTED  
 JK0866  ___________________________________________________________________
 JK0866  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 JK0866  DYNAMIC HT  -        1767.020 (meters)    5797.30  (feet)  COMP
 JK0866  MODELED GRAV-     979,493.9   (mgal)                       NAVD 88
 JK0866
 JK0866  VERT ORDER  -  FIRST     CLASS II
 JK0866
 JK0866.The horizontal coordinates were scaled from a topographic map and have
 JK0866.an estimated accuracy of +/- 6 seconds.
 JK0866
 JK0866.The orthometric height was determined by differential leveling
 JK0866.and adjusted by the National Geodetic Survey in June 1991..
 JK0866
 JK0866.The geoid height was determined by GEOID03.
 JK0866
 JK0866.The dynamic height is computed by dividing the NAVD 88
 JK0866.geopotential number by the normal gravity value computed on the
 JK0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0866.degrees latitude (g = 980.6199 gals.).
 JK0866
 JK0866.The modeled gravity was interpolated from observed gravity values.
 JK0866
 JK0866;                    North         East    Units  Estimated Accuracy
 JK0866;SPC CO C     -   404,470.      977,660.      MT  (+/- 180 meters Scaled)
 JK0866
 JK0866                          SUPERSEDED SURVEY CONTROL
 JK0866
 JK0866  NGVD 29 (??/??/??) 1767.907  (m)         5800.21   (f) ADJUSTED    1 2
 JK0866
 JK0866.Superseded values are not recommended for survey control.
 JK0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0866.See file dsdata.txt to determine how the superseded data were derived.
 JK0866
 JK0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC197867(NAD 83)
 JK0866_MARKER: I = METAL ROD
 JK0866_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK0866_SP_SET: STAINLESS STEEL ROD
 JK0866_STAMPING: F 405 1984
 JK0866_MARK LOGO: NGS   
 JK0866_PROJECTION: FLUSH
 JK0866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0866_ROD/PIPE-DEPTH: 3.4  meters
 JK0866
 JK0866  HISTORY     - Date     Condition        Report By
 JK0866  HISTORY     - 1984     MONUMENTED       NGS
 JK0866
 JK0866                          STATION DESCRIPTION
 JK0866
 JK0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0866'IN FORT CARSON.
 JK0866'IN FORT CARSON (MILITARY RESERVATION), AT THE JUNCTION OF SPECKER
 JK0866'AVENUE AND TITUS BOULEVARD, 20.0 METERS (65.6 FT) SOUTHWEST OF THE
 JK0866'CENTER OF THE AVENUE, 19.2 METERS (63.0 FT) NORTHWEST OF THE CENTER OF
 JK0866'A DRIVEWAY LEADING TO RANGE DIVISION BUILDING NUMBER 2740, 14.0 METERS
 JK0866'(45.9 FT) SOUTHEAST OF THE CENTERLINE OF THE BOULEVARD, AND 1.5 METERS
 JK0866'(4.9 FT) SOUTHWEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT
 JK0866'IS THROUGH A 5-INCH LOGO CAP.
 JK0866'THE MARK IS 1.0 M ABOVE THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1390 ***********************************************************************
 KK1390  DESIGNATION -  F 406
 KK1390  PID         -  KK1390
 KK1390  STATE/COUNTY-  CO/JEFFERSON
 KK1390  USGS QUAD   -  FORT LOGAN (1994)
 KK1390
 KK1390                         *CURRENT SURVEY CONTROL
 KK1390  ___________________________________________________________________
 KK1390* NAD 83(1986)-  39 43 31.     (N)    105 06 01.     (W)     SCALED    
 KK1390* NAVD 88     -      1677.699  (meters)    5504.25   (feet)  ADJUSTED  
 KK1390  ___________________________________________________________________
 KK1390  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 KK1390  DYNAMIC HT  -        1676.056 (meters)    5498.86  (feet)  COMP
 KK1390  MODELED GRAV-     979,588.4   (mgal)                       NAVD 88
 KK1390
 KK1390  VERT ORDER  -  FIRST     CLASS II
 KK1390
 KK1390.The horizontal coordinates were scaled from a topographic map and have
 KK1390.an estimated accuracy of +/- 6 seconds.
 KK1390
 KK1390.The orthometric height was determined by differential leveling
 KK1390.and adjusted by the National Geodetic Survey in June 1991..
 KK1390
 KK1390.The geoid height was determined by GEOID03.
 KK1390
 KK1390.The dynamic height is computed by dividing the NAVD 88
 KK1390.geopotential number by the normal gravity value computed on the
 KK1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1390.degrees latitude (g = 980.6199 gals.).
 KK1390
 KK1390.The modeled gravity was interpolated from observed gravity values.
 KK1390
 KK1390;                    North         East    Units  Estimated Accuracy
 KK1390;SPC CO C     -   514,900.      948,670.      MT  (+/- 180 meters Scaled)
 KK1390
 KK1390                          SUPERSEDED SURVEY CONTROL
 KK1390
 KK1390  NGVD 29 (??/??/??) 1676.763  (m)         5501.18   (f) ADJUSTED    1 2
 KK1390
 KK1390.Superseded values are not recommended for survey control.
 KK1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1390.See file dsdata.txt to determine how the superseded data were derived.
 KK1390
 KK1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD914972(NAD 83)
 KK1390_MARKER: DB = BENCH MARK DISK
 KK1390_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KK1390_SP_SET: PIER
 KK1390_STAMPING: F 406 1984
 KK1390_MARK LOGO: NGS   
 KK1390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1390_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK1390+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2000
 KK1390
 KK1390  HISTORY     - Date     Condition        Report By
 KK1390  HISTORY     - 1984     MONUMENTED       NGS
 KK1390  HISTORY     - 20000504 GOOD             CO1435
 KK1390
 KK1390                          STATION DESCRIPTION
 KK1390
 KK1390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1390'IN LAKEWOOD.
 KK1390'IN LAKEWOOD, AT THE INTERSECTION OF U.S. HIGHWAY 6 (6TH AVENUE) AND
 KK1390'GARRISON STREET, SET VERTICALLY IN THE SOUTH FACE OF THE MOST
 KK1390'SOUTHERLY 1 OF 6 COLUMNS OF THE MOST WESTERLY 1 OF 2 PIERS OF THE
 KK1390'HIGHWAY OVERPASS OVER GARRISON STREET, AND 10.3 METERS (33.8 FT) WEST
 KK1390'OF THE CENTER OF THE STREET.
 KK1390'THE MARK IS 1.3 M ABOVE THE GROUND.
 KK1390
 KK1390                          STATION RECOVERY (2000)
 KK1390
 KK1390'RECOVERY NOTE BY CITY OF LAKEWOOD COLORADO 2000 (KM)
 KK1390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1508 ***********************************************************************
 KK1508  DESIGNATION -  F 407
 KK1508  PID         -  KK1508
 KK1508  STATE/COUNTY-  CO/ARAPAHOE
 KK1508  USGS QUAD   -  FITZSIMONS (1994)
 KK1508
 KK1508                         *CURRENT SURVEY CONTROL
 KK1508  ___________________________________________________________________
 KK1508* NAD 83(1986)-  39 40 13.     (N)    104 48 37.     (W)     SCALED    
 KK1508* NAVD 88     -      1711.742  (meters)    5615.94   (feet)  ADJUSTED  
 KK1508  ___________________________________________________________________
 KK1508  GEOID HEIGHT-         -17.53  (meters)                     GEOID03
 KK1508  DYNAMIC HT  -        1710.083 (meters)    5610.50  (feet)  COMP
 KK1508  MODELED GRAV-     979,597.0   (mgal)                       NAVD 88
 KK1508
 KK1508  VERT ORDER  -  FIRST     CLASS II
 KK1508
 KK1508.The horizontal coordinates were scaled from a topographic map and have
 KK1508.an estimated accuracy of +/- 6 seconds.
 KK1508
 KK1508.The orthometric height was determined by differential leveling
 KK1508.and adjusted by the National Geodetic Survey in June 1991..
 KK1508
 KK1508.The geoid height was determined by GEOID03.
 KK1508
 KK1508.The dynamic height is computed by dividing the NAVD 88
 KK1508.geopotential number by the normal gravity value computed on the
 KK1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1508.degrees latitude (g = 980.6199 gals.).
 KK1508
 KK1508.The modeled gravity was interpolated from observed gravity values.
 KK1508
 KK1508;                    North         East    Units  Estimated Accuracy
 KK1508;SPC CO C     -   508,950.      973,580.      MT  (+/- 180 meters Scaled)
 KK1508
 KK1508                          SUPERSEDED SURVEY CONTROL
 KK1508
 KK1508  NGVD 29 (??/??/??) 1710.838  (m)         5612.97   (f) ADJUSTED    1 2
 KK1508
 KK1508.Superseded values are not recommended for survey control.
 KK1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1508.See file dsdata.txt to determine how the superseded data were derived.
 KK1508
 KK1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED162911(NAD 83)
 KK1508_MARKER: I = METAL ROD
 KK1508_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1508_SP_SET: STAINLESS STEEL ROD
 KK1508_STAMPING: F 407 1984
 KK1508_MARK LOGO: NGS   
 KK1508_PROJECTION: FLUSH
 KK1508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1508_ROD/PIPE-DEPTH: 8.5  meters
 KK1508
 KK1508  HISTORY     - Date     Condition        Report By
 KK1508  HISTORY     - 1984     MONUMENTED       NGS
 KK1508
 KK1508                          STATION DESCRIPTION
 KK1508
 KK1508'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1508'IN AURORA.
 KK1508'IN AURORA, AT THE INTERSECTION OF CHAMBERS ROAD AND YALE AVENUE,
 KK1508'33.8 METERS (110.9 FT) SOUTH OF THE CENTERLINE OF THE AVENUE,
 KK1508'33.2 METERS (108.9 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES
 KK1508'OF THE ROAD, 25.3 METERS (83.0 FT) NORTHWEST OF THE WEST END OF AN 8.0
 KK1508'FOOT METAL CULVERT, AND 4.0 METERS (13.1 FT) WEST OF A FENCE CORNER.
 KK1508'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1508'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 KK1508'THE MARK IS 6.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1357 ***********************************************************************
 KK1357  DESIGNATION -  F 408
 KK1357  PID         -  KK1357
 KK1357  STATE/COUNTY-  CO/BOULDER
 KK1357  USGS QUAD   -  LOUISVILLE (1994)
 KK1357
 KK1357                         *CURRENT SURVEY CONTROL
 KK1357  ___________________________________________________________________
 KK1357* NAD 83(1986)-  39 54 55.     (N)    105 14 18.     (W)     SCALED    
 KK1357* NAVD 88     -      1809.303  (meters)    5936.02   (feet)  ADJUSTED  
 KK1357  ___________________________________________________________________
 KK1357  GEOID HEIGHT-         -15.76  (meters)                     GEOID03
 KK1357  DYNAMIC HT  -        1807.494 (meters)    5930.09  (feet)  COMP
 KK1357  MODELED GRAV-     979,562.3   (mgal)                       NAVD 88
 KK1357
 KK1357  VERT ORDER  -  FIRST     CLASS II
 KK1357
 KK1357.The horizontal coordinates were scaled from a topographic map and have
 KK1357.an estimated accuracy of +/- 6 seconds.
 KK1357
 KK1357.The orthometric height was determined by differential leveling
 KK1357.and adjusted by the National Geodetic Survey in June 1991..
 KK1357
 KK1357.The geoid height was determined by GEOID03.
 KK1357
 KK1357.The dynamic height is computed by dividing the NAVD 88
 KK1357.geopotential number by the normal gravity value computed on the
 KK1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1357.degrees latitude (g = 980.6199 gals.).
 KK1357
 KK1357.The modeled gravity was interpolated from observed gravity values.
 KK1357
 KK1357;                    North         East    Units  Estimated Accuracy
 KK1357;SPC CO N     -   369,450.      936,770.      MT  (+/- 180 meters Scaled)
 KK1357
 KK1357                          SUPERSEDED SURVEY CONTROL
 KK1357
 KK1357  NGVD 29 (??/??/??) 1808.309  (m)         5932.76   (f) ADJUSTED    1 2
 KK1357
 KK1357.Superseded values are not recommended for survey control.
 KK1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1357.See file dsdata.txt to determine how the superseded data were derived.
 KK1357
 KK1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE796183(NAD 83)
 KK1357_MARKER: I = METAL ROD
 KK1357_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1357_SP_SET: STAINLESS STEEL ROD
 KK1357_STAMPING: F 408 1984
 KK1357_MARK LOGO: NGS   
 KK1357_PROJECTION: FLUSH
 KK1357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1357_ROD/PIPE-DEPTH: 6.7  meters
 KK1357
 KK1357  HISTORY     - Date     Condition        Report By
 KK1357  HISTORY     - 1984     MONUMENTED       NGS
 KK1357
 KK1357                          STATION DESCRIPTION
 KK1357
 KK1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1357'15.0 KM (9.3 MI) SOUTH FROM BOULDER.
 KK1357'4.0 KM (2.5 MI) SOUTH ALONG U.S. HIGHWAY 36 FROM ITS NORTH JUNCTION
 KK1357'WITH STATE HIGHWAY 119 IN BOULDER, THENCE 0.4 KM (0.25 MI) WEST ALONG
 KK1357'BASELINE ROAD, THENCE 10.6 KM (6.6 MI) SOUTHERLY ALONG STATE HIGHWAY
 KK1357'93, 0.2 KM (0.1 MI) NORTH OF THE BOULDER-JEFFERSON COUNTY LINE, 39.5
 KK1357'METERS (129.6 FT) NORTHEAST OF THE NORTH END OF A HIGHWAY CUT, 28.0
 KK1357'METERS (91.9 FT) SOUTH OF A UTILITY POLE, AND 27.4 METERS (89.9 FT)
 KK1357'EAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 KK1357'POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1357'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 KK1357'THE MARK IS 2.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1042 ***********************************************************************
 LL1042  DESIGNATION -  F 409
 LL1042  PID         -  LL1042
 LL1042  STATE/COUNTY-  CO/LARIMER
 LL1042  USGS QUAD   -  LOVELAND (1984)
 LL1042
 LL1042                         *CURRENT SURVEY CONTROL
 LL1042  ___________________________________________________________________
 LL1042* NAD 83(1986)-  40 26 18.     (N)    105 04 39.     (W)     SCALED    
 LL1042* NAVD 88     -      1536.777  (meters)    5041.91   (feet)  ADJUSTED  
 LL1042  ___________________________________________________________________
 LL1042  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 LL1042  DYNAMIC HT  -        1535.455 (meters)    5037.57  (feet)  COMP
 LL1042  MODELED GRAV-     979,711.0   (mgal)                       NAVD 88
 LL1042
 LL1042  VERT ORDER  -  FIRST     CLASS II
 LL1042
 LL1042.The horizontal coordinates were scaled from a topographic map and have
 LL1042.an estimated accuracy of +/- 6 seconds.
 LL1042
 LL1042.The orthometric height was determined by differential leveling
 LL1042.and adjusted by the National Geodetic Survey in June 1991..
 LL1042
 LL1042.The geoid height was determined by GEOID03.
 LL1042
 LL1042.The dynamic height is computed by dividing the NAVD 88
 LL1042.geopotential number by the normal gravity value computed on the
 LL1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1042.degrees latitude (g = 980.6199 gals.).
 LL1042
 LL1042.The modeled gravity was interpolated from observed gravity values.
 LL1042
 LL1042;                    North         East    Units  Estimated Accuracy
 LL1042;SPC CO N     -   427,580.      950,250.      MT  (+/- 180 meters Scaled)
 LL1042
 LL1042                          SUPERSEDED SURVEY CONTROL
 LL1042
 LL1042  NGVD 29 (??/??/??) 1535.907  (m)         5039.05   (f) ADJUSTED    1 2
 LL1042
 LL1042.Superseded values are not recommended for survey control.
 LL1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1042.See file dsdata.txt to determine how the superseded data were derived.
 LL1042
 LL1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE934764(NAD 83)
 LL1042_MARKER: I = METAL ROD
 LL1042_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1042_SP_SET: STAINLESS STEEL ROD
 LL1042_STAMPING: F 409 1984
 LL1042_MARK LOGO: NGS   
 LL1042_PROJECTION: FLUSH
 LL1042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1042+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2005
 LL1042_ROD/PIPE-DEPTH: 3.1  meters
 LL1042
 LL1042  HISTORY     - Date     Condition        Report By
 LL1042  HISTORY     - 1984     MONUMENTED       NGS
 LL1042  HISTORY     - 20050811 GOOD             USPSQD
 LL1042
 LL1042                          STATION DESCRIPTION
 LL1042
 LL1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1042'IN LOVELAND.
 LL1042'IN LOVELAND, AT THE JUNCTION OF U.S. HIGHWAY 287 (GARFIELD AVENUE) AND
 LL1042'WEST 45TH STREET, 22.8 METERS (74.8 FT) EAST OF THE CENTER OF A
 LL1042'PRIVATE DRIVE, 10.0 METERS (32.8 FT) WEST OF THE CENTERLINE OF THE
 LL1042'SOUTH BOUND LANES OF THE HIGHWAY, 9.1 METERS (29.9 FT) NORTH OF THE
 LL1042'CENTER OF THE STREET, AND 0.8 METER (2.6 FT) WEST OF UTILITY POLE
 LL1042'NUMBER B 354-9528 WITH A GUY WIRE.  NOTE--ACCESS TO THE DATUM POINT IS
 LL1042'THROUGH A 5-INCH LOGO CAP.
 LL1042'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 LL1042'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 LL1042
 LL1042                          STATION RECOVERY (2005)
 LL1042
 LL1042'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 LL1042'FOUND AS DESCRIBED. ORANGE WITNESS POST IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0205 ***********************************************************************
 JJ0205  DESIGNATION -  F 41
 JJ0205  PID         -  JJ0205
 JJ0205  STATE/COUNTY-  CO/PROWERS
 JJ0205  USGS QUAD   -  LAMAR EAST (1979)
 JJ0205
 JJ0205                         *CURRENT SURVEY CONTROL
 JJ0205  ___________________________________________________________________
 JJ0205* NAD 83(1986)-  38 05 32.     (N)    102 33 31.     (W)     SCALED    
 JJ0205* NAVD 88     -      1094.120  (meters)    3589.63   (feet)  POSTED    
 JJ0205  ___________________________________________________________________
 JJ0205  GEOID HEIGHT-         -23.33  (meters)                     GEOID03
 JJ0205  DYNAMIC HT  -        1093.080 (meters)    3586.21  (feet)  COMP
 JJ0205  MODELED GRAV-     979,639.4   (mgal)                       NAVD 88
 JJ0205
 JJ0205  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 JJ0205
 JJ0205.The horizontal coordinates were scaled from a topographic map and have
 JJ0205.an estimated accuracy of +/- 6 seconds.
 JJ0205
 JJ0205.The orthometric height was determined by differential leveling
 JJ0205.and adjusted by the National Geodetic Survey in 1992..
 JJ0205.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 JJ0205.rate of 3.1 thru 4.0 mm/km.
 JJ0205
 JJ0205.The geoid height was determined by GEOID03.
 JJ0205
 JJ0205.The dynamic height is computed by dividing the NAVD 88
 JJ0205.geopotential number by the normal gravity value computed on the
 JJ0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0205.degrees latitude (g = 980.6199 gals.).
 JJ0205
 JJ0205.The modeled gravity was interpolated from observed gravity values.
 JJ0205
 JJ0205;                    North         East    Units  Estimated Accuracy
 JJ0205;SPC CO S     -   467,080.    1,172,370.      MT  (+/- 180 meters Scaled)
 JJ0205
 JJ0205                          SUPERSEDED SURVEY CONTROL
 JJ0205
 JJ0205  NGVD 29 (??/??/92) 1093.580  (m)         3587.85   (f) ADJ UNCH    1 2
 JJ0205
 JJ0205.Superseded values are not recommended for survey control.
 JJ0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0205.See file dsdata.txt to determine how the superseded data were derived.
 JJ0205
 JJ0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC140188(NAD 83)
 JJ0205_MARKER: DB = BENCH MARK DISK
 JJ0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0205_STAMPING: F 41 1933
 JJ0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0205+STABILITY: SURFACE MOTION
 JJ0205
 JJ0205  HISTORY     - Date     Condition        Report By
 JJ0205  HISTORY     - 1933     MONUMENTED       CGS
 JJ0205  HISTORY     - 1942     GOOD             NGS
 JJ0205  HISTORY     - 1986     MARK NOT FOUND   NGS
 JJ0205
 JJ0205                          STATION DESCRIPTION
 JJ0205
 JJ0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JJ0205'3.2 MI E FROM LAMAR.
 JJ0205'3.2 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JJ0205'FROM LAMAR, 41 FEET WEST OF THE CENTER OF A ROAD CROSSING, 130 FEET
 JJ0205'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 50, 48.2 FEET NORTH OF THE
 JJ0205'CENTERLINE OF THE TRACK, AND 2 FEET SOUTHWEST OF THE CORNER OF THE
 JJ0205'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED F 41 1933 AND SET IN
 JJ0205'THE TOP OF A CONCRETE POST.
 JJ0205
 JJ0205                          STATION RECOVERY (1986)
 JJ0205
 JJ0205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JJ0205'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1058 ***********************************************************************
 LL1058  DESIGNATION -  F 410
 LL1058  PID         -  LL1058
 LL1058  STATE/COUNTY-  CO/LARIMER
 LL1058  USGS QUAD   -  BERTHOUD (1984)
 LL1058
 LL1058                         *CURRENT SURVEY CONTROL
 LL1058  ___________________________________________________________________
 LL1058* NAD 83(1986)-  40 19 11.     (N)    105 04 27.     (W)     SCALED    
 LL1058* NAVD 88     -      1538.101  (meters)    5046.25   (feet)  ADJUSTED  
 LL1058  ___________________________________________________________________
 LL1058  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 LL1058  DYNAMIC HT  -        1536.739 (meters)    5041.78  (feet)  COMP
 LL1058  MODELED GRAV-     979,685.9   (mgal)                       NAVD 88
 LL1058
 LL1058  VERT ORDER  -  FIRST     CLASS II
 LL1058
 LL1058.The horizontal coordinates were scaled from a topographic map and have
 LL1058.an estimated accuracy of +/- 6 seconds.
 LL1058
 LL1058.The orthometric height was determined by differential leveling
 LL1058.and adjusted by the National Geodetic Survey in June 1991..
 LL1058
 LL1058.The geoid height was determined by GEOID03.
 LL1058
 LL1058.The dynamic height is computed by dividing the NAVD 88
 LL1058.geopotential number by the normal gravity value computed on the
 LL1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1058.degrees latitude (g = 980.6199 gals.).
 LL1058
 LL1058.The modeled gravity was interpolated from observed gravity values.
 LL1058
 LL1058;                    North         East    Units  Estimated Accuracy
 LL1058;SPC CO N     -   414,410.      950,590.      MT  (+/- 180 meters Scaled)
 LL1058
 LL1058                          SUPERSEDED SURVEY CONTROL
 LL1058
 LL1058  NGVD 29 (??/??/??) 1537.210  (m)         5043.33   (f) ADJUSTED    1 2
 LL1058
 LL1058.Superseded values are not recommended for survey control.
 LL1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1058.See file dsdata.txt to determine how the superseded data were derived.
 LL1058
 LL1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE936632(NAD 83)
 LL1058_MARKER: I = METAL ROD
 LL1058_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1058_SP_SET: STAINLESS STEEL ROD
 LL1058_STAMPING: F 410 1984
 LL1058_MARK LOGO: NGS   
 LL1058_PROJECTION: FLUSH
 LL1058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1058_ROD/PIPE-DEPTH: 8.3  meters
 LL1058
 LL1058  HISTORY     - Date     Condition        Report By
 LL1058  HISTORY     - 1984     MONUMENTED       NGS
 LL1058  HISTORY     - 20040224 MARK NOT FOUND   USPSQD
 LL1058
 LL1058                          STATION DESCRIPTION
 LL1058
 LL1058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1058'9.8 KM (6.1 MI) SOUTH FROM LOVELAND.
 LL1058'9.8 KM (6.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 LL1058'WITH U.S. HIGHWAY 34 IN LOVELAND, 31.4 METERS (103.0 FT) SOUTH OF THE
 LL1058'CENTERLINE OF COUNTY ROAD 100, 16.6 METERS (54.5 FT) SOUTH OF A FENCE
 LL1058'CORNER, 7.8 METERS (25.6 FT) NORTH-NORTHWEST OF THE CENTER OF A GATE
 LL1058'AND PRIVATE DRIVE, 7.7 METERS (25.3 FT) EAST OF THE CENTERLINE OF THE
 LL1058'HIGHWAY, 2.7 METERS (8.9 FT) WEST OF A FENCE, AND 1.3 METERS (4.3 FT)
 LL1058'NORTH OF A UTILITY POLE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LL1058'5-INCH LOGO CAP.
 LL1058'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 LL1058'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 LL1058
 LL1058                          STATION RECOVERY (2004)
 LL1058
 LL1058'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL1058'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1365 ***********************************************************************
 KK1365  DESIGNATION -  F 411
 KK1365  PID         -  KK1365
 KK1365  STATE/COUNTY-  CO/JEFFERSON
 KK1365  USGS QUAD   -  GOLDEN (1994)
 KK1365
 KK1365                         *CURRENT SURVEY CONTROL
 KK1365  ___________________________________________________________________
 KK1365* NAD 83(1986)-  39 48 50.     (N)    105 13 20.     (W)     SCALED    
 KK1365* NAVD 88     -      1815.309  (meters)    5955.73   (feet)  ADJUSTED  
 KK1365  ___________________________________________________________________
 KK1365  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 KK1365  DYNAMIC HT  -        1813.507 (meters)    5949.81  (feet)  COMP
 KK1365  MODELED GRAV-     979,569.4   (mgal)                       NAVD 88
 KK1365
 KK1365  VERT ORDER  -  FIRST     CLASS II
 KK1365
 KK1365.The horizontal coordinates were scaled from a topographic map and have
 KK1365.an estimated accuracy of +/- 6 seconds.
 KK1365
 KK1365.The orthometric height was determined by differential leveling
 KK1365.and adjusted by the National Geodetic Survey in June 1991..
 KK1365
 KK1365.The geoid height was determined by GEOID03.
 KK1365
 KK1365.The dynamic height is computed by dividing the NAVD 88
 KK1365.geopotential number by the normal gravity value computed on the
 KK1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1365.degrees latitude (g = 980.6199 gals.).
 KK1365
 KK1365.The modeled gravity was interpolated from observed gravity values.
 KK1365
 KK1365;                    North         East    Units  Estimated Accuracy
 KK1365;SPC CO C     -   524,700.      938,190.      MT  (+/- 180 meters Scaled)
 KK1365
 KK1365                          SUPERSEDED SURVEY CONTROL
 KK1365
 KK1365  NGVD 29 (??/??/??) 1814.348  (m)         5952.57   (f) ADJUSTED    1 2
 KK1365
 KK1365.Superseded values are not recommended for survey control.
 KK1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1365.See file dsdata.txt to determine how the superseded data were derived.
 KK1365
 KK1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE809071(NAD 83)
 KK1365_MARKER: I = METAL ROD
 KK1365_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1365_SP_SET: STAINLESS STEEL ROD
 KK1365_STAMPING: F 411 1984
 KK1365_MARK LOGO: NGS   
 KK1365_PROJECTION: FLUSH
 KK1365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1365_ROD/PIPE-DEPTH: 6.7  meters
 KK1365
 KK1365  HISTORY     - Date     Condition        Report By
 KK1365  HISTORY     - 1984     MONUMENTED       NGS
 KK1365
 KK1365                          STATION DESCRIPTION
 KK1365
 KK1365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1365'6.5 KM (4.05 MI) NORTH FROM GOLDEN.
 KK1365'6.5 KM (4.05 MI) NORTHERLY ALONG STATE HIGHWAY 93 FROM ITS JUNCTION
 KK1365'WITH STATE HIGHWAY 58 IN GOLDEN, 76.5 METERS (251.0 FT) NORTH OF THE
 KK1365'CENTER OF A PAVED ROAD LEADING WEST TO THE ASPHALT PAVING COMPANY, AND
 KK1365'48.8 METERS (160.1 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 KK1365'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1365'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 KK1365'THE MARK IS 2.7 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2128 ***********************************************************************
 KK2128  DESIGNATION -  F 411 RESET
 KK2128  PID         -  KK2128
 KK2128  STATE/COUNTY-  CO/JEFFERSON
 KK2128  USGS QUAD   -  GOLDEN (1994)
 KK2128
 KK2128                         *CURRENT SURVEY CONTROL
 KK2128  ___________________________________________________________________
 KK2128* NAD 83(1992)-  39 48 50.64653(N)    105 13 19.46448(W)     ADJUSTED  
 KK2128* NAVD 88     -      1813.68   (meters)    5950.4    (feet)  RESET     
 KK2128  ___________________________________________________________________
 KK2128  X           -  -1,288,473.960 (meters)                     COMP
 KK2128  Y           -  -4,735,161.296 (meters)                     COMP
 KK2128  Z           -   4,063,300.722 (meters)                     COMP
 KK2128  LAPLACE CORR-         -20.51  (seconds)                    DEFLEC99
 KK2128  ELLIP HEIGHT-        1798.01  (meters)          (12/03/02) GPS OBS
 KK2128  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 KK2128
 KK2128  HORZ ORDER  -  FIRST
 KK2128  VERT ORDER  -  THIRD
 KK2128  ELLP ORDER  -  FOURTH    CLASS II
 KK2128
 KK2128.The horizontal coordinates were established by GPS observations
 KK2128.and adjusted by the National Geodetic Survey in May 1995..
 KK2128
 KK2128.The orthometric height was computed from unverified reset data.
 KK2128.No vertical observational check was made to the station.
 KK2128
 KK2128.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK2128
 KK2128.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2128
 KK2128.The ellipsoidal height was determined by GPS observations
 KK2128.and is referenced to NAD 83.
 KK2128
 KK2128.The geoid height was determined by GEOID03.
 KK2128
 KK2128;                    North         East     Units Scale Factor Converg.
 KK2128;SPC CO C     -   524,721.998   938,199.572   MT  1.00001330   +0 10 31.0
 KK2128;SPC CO C     - 1,721,525.42  3,078,076.43   sFT  1.00001330   +0 10 31.0
 KK2128;UTM  13      - 4,407,144.556   480,992.554   MT  0.99960445   -0 08 31.9
 KK2128
 KK2128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2128!SPC CO C     -   0.99971800  x   1.00001330  =   0.99973130
 KK2128!UTM  13      -   0.99971800  x   0.99960445  =   0.99932257
 KK2128
 KK2128                          SUPERSEDED SURVEY CONTROL
 KK2128
 KK2128  ELLIP H (05/08/95) 1798.06   (m)                       GP(       ) 2 2
 KK2128  NAVD 88 (05/08/95) 1813.68   (m)         5950.4    (f) LEVELING    3  
 KK2128  NGVD 29 (03/28/06) 1812.72   (m)         5947.2    (f) RESET       3  
 KK2128
 KK2128.Superseded values are not recommended for survey control.
 KK2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2128.See file dsdata.txt to determine how the superseded data were derived.
 KK2128
 KK2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE8099307145(NAD 83)
 KK2128_MARKER: I = METAL ROD
 KK2128_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK2128_SP_SET: STAINLESS STEEL ROD
 KK2128_STAMPING: F 411 RESET 1985
 KK2128_MARK LOGO: NGS   
 KK2128_PROJECTION: FLUSH
 KK2128_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK2128_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK2128+STABILITY: POSITION/ELEVATION WELL
 KK2128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK2128+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1995
 KK2128_ROD/PIPE-DEPTH: 8.47 meters
 KK2128
 KK2128  HISTORY     - Date     Condition        Report By
 KK2128  HISTORY     - 1985     MONUMENTED       NGS
 KK2128  HISTORY     - 19940516 GOOD             CODOT
 KK2128  HISTORY     - 19950417 GOOD             CODOT
 KK2128
 KK2128                          STATION DESCRIPTION
 KK2128
 KK2128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KK2128'6.5 KM (4.05 MI) NORTH FROM GOLDEN.
 KK2128'6.5 KM (4.05 MI) NORTHERLY ALONG STATE HIGHWAY 93 FROM ITS JUNCTION
 KK2128'WITH STATE HIGHWAY 58 IN GOLDEN, 99.4 M (326.1 FT) NORTH OF THE
 KK2128'CENTER OF A PAVED ROAD LEADING WEST TO THE ASPHALT PAVING COMPANY,
 KK2128'35.0 M (114.8 FT) WEST OF THE CENTERLINE OF THE OLD HIGHWAY, 22.9 M
 KK2128'(75.1 FT) NORTH OF THE PROPOSED CENTER OF THE ASPHALT PAVING COMPANY
 KK2128'ROAD, 0.6 M (2.0 FT) WEST OF THE NEW WESTERN RIGHT OF WAY FENCE, AND
 KK2128'25.6 M (84.0 FT) NORTHEAST OF THE OLD BENCH MARK. NOTE--ACCESS TO
 KK2128'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KK2128'THE MARK IS 2.0 FT  S FROM  A WITNESS POST
 KK2128'THE MARK IS 6.6 FT ABOVE OLD HIGHWAY.
 KK2128
 KK2128                          STATION RECOVERY (1994)
 KK2128
 KK2128'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1994 (KAW)
 KK2128'THE STATION WILL BE USED DURING A GPS PROJECT. THE STATION IS LOCATED
 KK2128'APPROXIMATELY 4 MI (6.4 KM) NORTH OF GOLDEN ALONG STATE HIGHWAY 93 AT
 KK2128'MILEPOST 3.2.  IN THE SOUTHEAST 1/4 OF SECTION 4, T 3 S, R 70 W, 6TH
 KK2128'P.M.  OWNERSHIP-COLORADO DEPARTMENT OF TRANSPORTATION. TO REACH THE
 KK2128'STATION FROM THE JUNCTION OF STATE HIGHWAY 58, STATE HIGHWAY 93, AND
 KK2128'U.S. HIGHWAY 6 WEST OF GOLDEN, GO NORTH ON STATE HIGHWAY 93 FOR 4.3 MI
 KK2128'(6.9 KM) TO THE STATION ON THE LEFT AT THE ENTRANCE TO THE ASPHALT
 KK2128'PAVING COMPANY QUARRY, BEHIND LANDSCAPING ON THE NORTH SIDE OF THE
 KK2128'ENTRANCE. THE STATION MARK IS A PUNCH HOLE IN THE TOP CENTER OF A
 KK2128'STAINLESS STEEL ROD IN A GREASED SLEEVE IN A PVC PIPE WITH A LOGO CAP
 KK2128'SURROUNDED BY A CONCRETE SLEEVE FLUSH WITH THE GROUND.  IT IS 160.1 FT
 KK2128'(48.8 M) WEST OF THE CENTER OF STATE HIGHWAY 93, 76.5 FT (23.3 M)
 KK2128'NORTH OF THE CENTER OF THE ROAD LEADING TO THE ASPHALT PAVING COMPANY
 KK2128'QUARRY, 25 FT (7.6 M) WEST OF THE NORTH END OF THE UPPER ROCK
 KK2128'RETAINING WALL, 21 FT (6.4 M) NORTH OF THE WEST END OF THE UPPER ROCK
 KK2128'RETAINING WALL, 21 FT (6.4 M) SOUTHEAST OF A BARBED WIRE FENCE, 6 FT
 KK2128'(1.8 M) SOUTHEAST OF THE SOUTHEAST EDGE OF A STOCK TANK, 1 FT (0.3 M)
 KK2128'SOUTH OF A FIBERGLASS NGS WITNESS POST, AND 9 FT (2.7 M) ABOVE THE
 KK2128'HIGHWAY. DECRIPTION BY K.A. WILLIAMS, CDOT.
 KK2128
 KK2128                          STATION RECOVERY (1995)
 KK2128
 KK2128'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (KAW)
 KK2128'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1457 ***********************************************************************
 KK1457  DESIGNATION -  F 412
 KK1457  PID         -  KK1457
 KK1457  STATE/COUNTY-  CO/JEFFERSON
 KK1457  USGS QUAD   -  ARVADA (1994)
 KK1457
 KK1457                         *CURRENT SURVEY CONTROL
 KK1457  ___________________________________________________________________
 KK1457* NAD 83(1986)-  39 45 42.     (N)    105 06 33.     (W)     SCALED    
 KK1457* NAVD 88     -      1695.527  (meters)    5562.74   (feet)  ADJUSTED  
 KK1457  ___________________________________________________________________
 KK1457  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 KK1457  DYNAMIC HT  -        1693.882 (meters)    5557.34  (feet)  COMP
 KK1457  MODELED GRAV-     979,597.0   (mgal)                       NAVD 88
 KK1457
 KK1457  VERT ORDER  -  FIRST     CLASS II
 KK1457
 KK1457.The horizontal coordinates were scaled from a topographic map and have
 KK1457.an estimated accuracy of +/- 6 seconds.
 KK1457
 KK1457.The orthometric height was determined by differential leveling
 KK1457.and adjusted by the National Geodetic Survey in June 1991..
 KK1457
 KK1457.The geoid height was determined by GEOID03.
 KK1457
 KK1457.The dynamic height is computed by dividing the NAVD 88
 KK1457.geopotential number by the normal gravity value computed on the
 KK1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1457.degrees latitude (g = 980.6199 gals.).
 KK1457
 KK1457.The modeled gravity was interpolated from observed gravity values.
 KK1457
 KK1457;                    North         East    Units  Estimated Accuracy
 KK1457;SPC CO C     -   518,940.      947,890.      MT  (+/- 180 meters Scaled)
 KK1457
 KK1457                          SUPERSEDED SURVEY CONTROL
 KK1457
 KK1457  NGVD 29 (??/??/??) 1694.602  (m)         5559.71   (f) ADJUSTED    1 2
 KK1457
 KK1457.Superseded values are not recommended for survey control.
 KK1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1457.See file dsdata.txt to determine how the superseded data were derived.
 KK1457
 KK1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE906013(NAD 83)
 KK1457_MARKER: I = METAL ROD
 KK1457_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1457_SP_SET: STAINLESS STEEL ROD
 KK1457_STAMPING: F 412 1984
 KK1457_MARK LOGO: NGS   
 KK1457_PROJECTION: FLUSH
 KK1457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1457+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2000
 KK1457_ROD/PIPE-DEPTH: 4.6  meters
 KK1457
 KK1457  HISTORY     - Date     Condition        Report By
 KK1457  HISTORY     - 1984     MONUMENTED       NGS
 KK1457  HISTORY     - 20000629 GOOD             CO1435
 KK1457
 KK1457                          STATION DESCRIPTION
 KK1457
 KK1457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1457'IN WHEAT RIDGE.
 KK1457'IN WHEAT RIDGE, AT THE INTERSECTION OF KIPLING STREET AND WEST 32ND
 KK1457'AVENUE, AT THE NORTHWEST CORNER OF THE CROWN HILL PARK, 25.0 METERS
 KK1457'(82.0 FT) SOUTH OF THE CENTER OF THE AVENUE, 15.4 METERS (50.5 FT)
 KK1457'EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE STREET,
 KK1457'15.4 METERS (50.5 FT) NORTHWEST OF A FENCE, AND 1.0 METER (3.3 FT)
 KK1457'SOUTHEAST OF THE SOUTHWEST LEG OF A PARK SIGN.  NOTE=ACCESS TO THE
 KK1457'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1457'THE MARK IS ABOVE LEVEL WITH THE STREET.
 KK1457
 KK1457                          STATION RECOVERY (2000)
 KK1457
 KK1457'RECOVERY NOTE BY CITY OF LAKEWOOD COLORADO 2000 (KM)
 KK1457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1429 ***********************************************************************
 KK1429  DESIGNATION -  F 413
 KK1429  PID         -  KK1429
 KK1429  STATE/COUNTY-  CO/JEFFERSON
 KK1429  USGS QUAD   -  LAFAYETTE (1994)
 KK1429
 KK1429                         *CURRENT SURVEY CONTROL
 KK1429  ___________________________________________________________________
 KK1429* NAD 83(1986)-  39 54 51.     (N)    105 04 55.     (W)     SCALED    
 KK1429* NAVD 88     -      1648.907  (meters)    5409.79   (feet)  ADJUSTED  
 KK1429  ___________________________________________________________________
 KK1429  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 KK1429  DYNAMIC HT  -        1647.331 (meters)    5404.62  (feet)  COMP
 KK1429  MODELED GRAV-     979,612.7   (mgal)                       NAVD 88
 KK1429
 KK1429  VERT ORDER  -  FIRST     CLASS II
 KK1429
 KK1429.The horizontal coordinates were scaled from a topographic map and have
 KK1429.an estimated accuracy of +/- 6 seconds.
 KK1429
 KK1429.The orthometric height was determined by differential leveling
 KK1429.and adjusted by the National Geodetic Survey in June 1991..
 KK1429
 KK1429.The geoid height was determined by GEOID03.
 KK1429
 KK1429.The dynamic height is computed by dividing the NAVD 88
 KK1429.geopotential number by the normal gravity value computed on the
 KK1429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1429.degrees latitude (g = 980.6199 gals.).
 KK1429
 KK1429.The modeled gravity was interpolated from observed gravity values.
 KK1429
 KK1429;                    North         East    Units  Estimated Accuracy
 KK1429;SPC CO C     -   535,880.      950,150.      MT  (+/- 180 meters Scaled)
 KK1429
 KK1429                          SUPERSEDED SURVEY CONTROL
 KK1429
 KK1429  NGVD 29 (??/??/??) 1647.977  (m)         5406.74   (f) ADJUSTED    1 2
 KK1429
 KK1429.Superseded values are not recommended for survey control.
 KK1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1429.See file dsdata.txt to determine how the superseded data were derived.
 KK1429
 KK1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE929182(NAD 83)
 KK1429_MARKER: I = METAL ROD
 KK1429_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KK1429+WITH SETTING: INFORMATION.
 KK1429_SP_SET: SHALLOW SET METAL ROD
 KK1429_STAMPING: F 413 1984
 KK1429_MARK LOGO: NGS   
 KK1429_PROJECTION: FLUSH
 KK1429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1429_ROD/PIPE-DEPTH: 2.4  meters
 KK1429
 KK1429  HISTORY     - Date     Condition        Report By
 KK1429  HISTORY     - 1984     MONUMENTED       NGS
 KK1429
 KK1429                          STATION DESCRIPTION
 KK1429
 KK1429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1429'IN BROOMFIELD.
 KK1429'IN BROOMFIELD, AT THE WEST 120TH AVENUE CROSSING OF THE COLORADO AND
 KK1429'SOUTHERN RAILROAD, 14.8 METERS (48.6 FT) WEST OF A FENCE CORNER,
 KK1429'7.4 METERS (24.3 FT) SOUTH OF THE CENTERLINE OF THE AVENUE, 4.1 METERS
 KK1429'(13.5 FT) NORTHEAST OF THE NEAR RAIL, AND 0.7 METER (2.3 FT) SOUTH OF
 KK1429'A UTILITY POLE.  NOTE=REFUSAL WAS REACHED AT 8.0 FT.  ACCESS TO THE
 KK1429'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1429'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 KK1429'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1150 ***********************************************************************
 LL1150  DESIGNATION -  F 414
 LL1150  PID         -  LL1150
 LL1150  STATE/COUNTY-  CO/WELD
 LL1150  USGS QUAD   -  KERSEY (1950)
 LL1150
 LL1150                         *CURRENT SURVEY CONTROL
 LL1150  ___________________________________________________________________
 LL1150* NAD 83(1992)-  40 23 30.51970(N)    104 33 34.34322(W)     ADJUSTED  
 LL1150* NAVD 88     -      1405.489  (meters)    4611.18   (feet)  ADJUSTED  
 LL1150  ___________________________________________________________________
 LL1150  X           -  -1,223,164.772 (meters)                     COMP
 LL1150  Y           -  -4,709,432.938 (meters)                     COMP
 LL1150  Z           -   4,112,116.009 (meters)                     COMP
 LL1150  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 LL1150  ELLIP HEIGHT-        1386.91  (meters)          (10/01/04) GPS OBS
 LL1150  GEOID HEIGHT-         -18.56  (meters)                     GEOID03
 LL1150  DYNAMIC HT  -        1404.298 (meters)    4607.27  (feet)  COMP
 LL1150  MODELED GRAV-     979,729.3   (mgal)                       NAVD 88
 LL1150
 LL1150  HORZ ORDER  -  FIRST
 LL1150  VERT ORDER  -  FIRST     CLASS II
 LL1150  ELLP ORDER  -  FOURTH    CLASS I
 LL1150
 LL1150.The horizontal coordinates were established by GPS observations
 LL1150.and adjusted by the MOUNTAIN SURVEYING in October 2004..
 LL1150
 LL1150.The orthometric height was determined by differential leveling
 LL1150.and adjusted by the National Geodetic Survey in June 1991..
 LL1150
 LL1150.Photographs are available for this station.
 LL1150
 LL1150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1150
 LL1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1150
 LL1150.The ellipsoidal height was determined by GPS observations
 LL1150.and is referenced to NAD 83.
 LL1150
 LL1150.The geoid height was determined by GEOID03.
 LL1150
 LL1150.The dynamic height is computed by dividing the NAVD 88
 LL1150.geopotential number by the normal gravity value computed on the
 LL1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1150.degrees latitude (g = 980.6199 gals.).
 LL1150
 LL1150.The modeled gravity was interpolated from observed gravity values.
 LL1150
 LL1150;                    North         East     Units Scale Factor Converg.
 LL1150;SPC CO N     -   422,748.173   994,245.762   MT  0.99995987   +0 36 27.6
 LL1150;SPC CO N     - 1,386,966.30  3,261,954.64   sFT  0.99995987   +0 36 27.6
 LL1150;UTM  13      - 4,471,338.997   537,381.842   MT  0.99961720   +0 17 07.5
 LL1150
 LL1150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1150!SPC CO N     -   0.99978248  x   0.99995987  =   0.99974236
 LL1150!UTM  13      -   0.99978248  x   0.99961720  =   0.99939976
 LL1150
 LL1150                          SUPERSEDED SURVEY CONTROL
 LL1150
 LL1150  ELLIP H (10/21/02) 1386.89   (m)                       GP(       ) 5 1
 LL1150  NAD 83(1992)-  40 23 30.51906(N)    104 33 34.34309(W) AD(       ) 1
 LL1150  ELLIP H (06/30/00) 1386.91   (m)                       GP(       ) 1 1
 LL1150  NAD 83(1992)-  40 23 30.51930(N)    104 33 34.34263(W) AD(       ) 1
 LL1150  ELLIP H (02/12/98) 1386.96   (m)                       GP(       ) 3 2
 LL1150  NAD 83(1992)-  40 23 30.52564(N)    104 33 34.34779(W) AD(       ) 1
 LL1150  ELLIP H (01/07/93) 1387.22   (m)                       GP(       ) 4 2
 LL1150  NAD 83(1986)-  40 23 30.51073(N)    104 33 34.35145(W) AD(       ) 1
 LL1150  NAVD 88 (02/12/98) 1405.49   (m)         4611.2    (f) LEVELING    3  
 LL1150  NGVD 29 (01/20/89) 1404.61   (m)         4608.3    (f) LEVELING    3  
 LL1150
 LL1150.Superseded values are not recommended for survey control.
 LL1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1150.See file dsdata.txt to determine how the superseded data were derived.
 LL1150
 LL1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE3738271339(NAD 83)
 LL1150_MARKER: I = METAL ROD
 LL1150_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1150_SP_SET: STAINLESS STEEL ROD
 LL1150_STAMPING: F 414 1984
 LL1150_MARK LOGO: NGS   
 LL1150_PROJECTION: RECESSED 6 CENTIMETERS
 LL1150_MAGNETIC: I = MARKER IS A STEEL ROD
 LL1150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1150+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2002
 LL1150_ROD/PIPE-DEPTH: 20.8 meters
 LL1150
 LL1150  HISTORY     - Date     Condition        Report By
 LL1150  HISTORY     - 1984     MONUMENTED       NGS
 LL1150  HISTORY     - 1986     GOOD             NGS
 LL1150  HISTORY     - 19960125 GOOD             MSAM
 LL1150  HISTORY     - 19990415 GOOD             NGS
 LL1150  HISTORY     - 20020815 GOOD             MSAM
 LL1150
 LL1150                          STATION DESCRIPTION
 LL1150
 LL1150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1150'IN KERSEY.
 LL1150'IN KERSEY, AT THE INTERSECTION OF U.S. HIGHWAY 34 (HILL STREET) AND
 LL1150'5TH STREET, AT THE NORTHWEST CORNER OF THE KERSEY ELEMENTARY SCHOOL
 LL1150'ATHELTIC FIELD, 29.0 M (95.1 FT) SOUTH OF THE CENTERLINE OF THE
 LL1150'HIGHWAY, 14.7 M (48.2 FT) SOUTH OF A FENCE CORNER, 13.8 M (45.3 FT)
 LL1150'EAST OF THE CENTER OF THE STREET, 2.0 M (6.6 FT) SOUTH OF A UTILITY
 LL1150'POLE, AND 0.7 M (2.3 FT) WEST OF A FENCE.  NOTE--ACCESS TO DATUM
 LL1150'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LL1150'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LL1150'THE MARK IS 1.6 M BELOW THE HIGHWAY.
 LL1150
 LL1150                          STATION RECOVERY (1986)
 LL1150
 LL1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (MCG)
 LL1150'THE STATION IS LOCATED ABOUT 30.6 KM (19 MI)
 LL1150'NORTHEAST OF PLATTEVILLE,
 LL1150'11.3 KM (7 MI) EAST OF GREELEY, AND
 LL1150'IN THE TOWN OF KERSEY.
 LL1150'OWNERSHIP--CITY RIGHT-OF-WAY.
 LL1150'
 LL1150'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 34 AND
 LL1150'STATE HIGHWAY 37 IN KERSEY, GO EAST FOR 0.4 KM (0.25 MI) ON HIGHWAY
 LL1150'34 TO THE STATION IN THE SOUTHEAST CORNER OF THE INTERSECTION.
 LL1150'
 LL1150'THE STATION IS A STANDARD NGS STAINLESS STEEL ROD SET IN A PIPE
 LL1150'FLUSH WITH THE GROUND WITH ACCESS THROUGH A 5-INCH LOGO CAP.
 LL1150'STAMPED---F 414 1984---,
 LL1150'SET INTO THE GROUND.
 LL1150'28.8 METERS (94.5 FT) SOUTH FROM THE CENTERLINE OF THE HIGHWAY,
 LL1150'19.2 METERS (63.0 FT) NORTH FROM THE CENTER OF THE GATE TO THE
 LL1150'PLAYGROUND,
 LL1150'14.7 METERS (48.2 FT) SOUTH FROM THE NORTHWEST CORNER OF THE
 LL1150'PLAYGROUND,
 LL1150'14.5 METERS (47.6 FT) EAST FROM THE CENTERLINE OF 5TH STREET,
 LL1150'1.3 METERS (4.3 FT) SOUTH FROM A POWER POLE,
 LL1150'0.7 METERS (2.3 FT) WEST FROM A SIX-FOOT CHAIN LINK FENCE, AND
 LL1150'0.3 METERS (1.0 FT) NORTH FROM A WITNESS POST.
 LL1150'
 LL1150'DESCRIBED BY R.S. COHEN.
 LL1150
 LL1150                          STATION RECOVERY (1996)
 LL1150
 LL1150'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1996 (RSC)
 LL1150'THE STATION IS LOCATED IN THE TOWN OF KERSEY, IN THE NORTHWEST 1/4 OF
 LL1150'SECTION 21, T 6 N, R 64 W, AT U.  S.  HIGHWAY 34 MILEPOST 119.4.
 LL1150'OWNERSHIP--TOWN OF KERSEY ROAD RIGHT-OF-WAY TO REACH THE STATION IN
 LL1150'KERSEY, GO TO OLD HIGHWAY 34 (HILL STREET) AND 5TH STREET, AT THE
 LL1150'NORTHWEST CORNER OF THE KERSEY ELEMENTARY SCHOOL ATHLETIC FIELD
 LL1150'OUTSIDE THE FENCE.  THE STATION IS 0.4 KM (0.25 MI) EAST ON BUSINESS
 LL1150'U.  S.  HIGHWAY 34 FROM THE INTERSECTION OF STATE HIGHWAY 37 THE MARK
 LL1150'IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN TO
 LL1150'REFUSAL, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A
 LL1150'CONCRETE COLLAR, RECESSED 6 CM BELOW GROUND.  IT IS 28.8 M (94.5 FT)
 LL1150'SOUTH OF THE CENTERLINE OF BUSINESS U.  S.  HIGHWAY 34 (HILL STREET) ,
 LL1150'19.2 M (63.0 FT) NORTH FROM THE CENTER OF THE GATE TO THE PLAYGROUND,
 LL1150'14.7 M (48.2 FT) SOUTH FROM THE NORTHWEST CORNER OF THE PLAYGROUND,
 LL1150'14.5 M (47.6 FT) EAST FROM THE CENTERLINE OF 5TH STREET, 1.3 M (4.3
 LL1150'FT) SOUTH OF A POWER POLE, 0.7 M (2.3 FT) WEST OF A 6-FOOT CHAIN LINK
 LL1150'FENCE, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND ABOUT 1.2 M (3.9 FT)
 LL1150'BELOW HILL STREET.
 LL1150
 LL1150                          STATION RECOVERY (1999)
 LL1150
 LL1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 LL1150'RECOVERED AS DESCRIBED.
 LL1150
 LL1150                          STATION RECOVERY (2002)
 LL1150
 LL1150'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2002 (KCH)
 LL1150'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2002 (KCH)
 LL1150'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0404 ***********************************************************************
 LN0404  DESIGNATION -  F 415
 LN0404  PID         -  LN0404
 LN0404  STATE/COUNTY-  CO/RIO BLANCO
 LN0404  USGS QUAD   -  MELLEN HILL (1962)
 LN0404
 LN0404                         *CURRENT SURVEY CONTROL
 LN0404  ___________________________________________________________________
 LN0404* NAD 83(1986)-  40 08 38.     (N)    108 57 06.     (W)     SCALED    
 LN0404* NAVD 88     -      1706.859  (meters)    5599.92   (feet)  ADJUSTED  
 LN0404  ___________________________________________________________________
 LN0404  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 LN0404  DYNAMIC HT  -        1705.269 (meters)    5594.70  (feet)  COMP
 LN0404  MODELED GRAV-     979,633.9   (mgal)                       NAVD 88
 LN0404
 LN0404  VERT ORDER  -  FIRST     CLASS II
 LN0404
 LN0404.The horizontal coordinates were scaled from a topographic map and have
 LN0404.an estimated accuracy of +/- 6 seconds.
 LN0404
 LN0404.The orthometric height was determined by differential leveling
 LN0404.and adjusted by the National Geodetic Survey in June 1991..
 LN0404
 LN0404.The geoid height was determined by GEOID03.
 LN0404
 LN0404.The dynamic height is computed by dividing the NAVD 88
 LN0404.geopotential number by the normal gravity value computed on the
 LN0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0404.degrees latitude (g = 980.6199 gals.).
 LN0404
 LN0404.The modeled gravity was interpolated from observed gravity values.
 LN0404
 LN0404;                    North         East    Units  Estimated Accuracy
 LN0404;SPC CO N     -   400,520.      620,360.      MT  (+/- 180 meters Scaled)
 LN0404
 LN0404                          SUPERSEDED SURVEY CONTROL
 LN0404
 LN0404.No superseded survey control is available for this station.
 LN0404
 LN0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK744457(NAD 83)
 LN0404_MARKER: I = METAL ROD
 LN0404_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LN0404+WITH SETTING: INFORMATION.
 LN0404_SP_SET: SHALLOW-SET METAL ROD
 LN0404_STAMPING: F 415 1984
 LN0404_MARK LOGO: NGS   
 LN0404_PROJECTION: FLUSH
 LN0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0404_ROD/PIPE-DEPTH: 1.5  meters
 LN0404
 LN0404  HISTORY     - Date     Condition        Report By
 LN0404  HISTORY     - 1984     MONUMENTED       NGS
 LN0404
 LN0404                          STATION DESCRIPTION
 LN0404
 LN0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0404'15.1 KM (9.4 MI) NW FROM RANGELY.
 LN0404'15.1 KM (9.4 MI) NORTHWESTERLY ALONG STATE HIGHWAY 64 FROM THE POST
 LN0404'OFFICE IN RANGELY, 0.4 KM (0.25 MI) SOUTHEAST OF MILEPOST 9, 68.5 M
 LN0404'(224.7 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 44.5 M (146.0
 LN0404'FT) EAST OF THE CENTER OF A TRACK ROAD LEADING NORTH, AND 1.6 M (5.2
 LN0404'FT) SOUTHEAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 LN0404'THROUGH A 5-INCH LOGO CAP.
 LN0404'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LN0404'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0208 ***********************************************************************
 KM0208  DESIGNATION -  F 416
 KM0208  PID         -  KM0208
 KM0208  STATE/COUNTY-  CO/MESA
 KM0208  USGS QUAD   -  MACK (1973)
 KM0208
 KM0208                         *CURRENT SURVEY CONTROL
 KM0208  ___________________________________________________________________
 KM0208* NAD 83(1986)-  39 11 48.     (N)    108 48 51.     (W)     SCALED    
 KM0208* NAVD 88     -      1377.285  (meters)    4518.64   (feet)  ADJUSTED  
 KM0208  ___________________________________________________________________
 KM0208  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 KM0208  DYNAMIC HT  -        1375.979 (meters)    4514.36  (feet)  COMP
 KM0208  MODELED GRAV-     979,631.3   (mgal)                       NAVD 88
 KM0208
 KM0208  VERT ORDER  -  FIRST     CLASS II
 KM0208
 KM0208.The horizontal coordinates were scaled from a topographic map and have
 KM0208.an estimated accuracy of +/- 6 seconds.
 KM0208
 KM0208.The orthometric height was determined by differential leveling
 KM0208.and adjusted by the National Geodetic Survey in June 1991..
 KM0208
 KM0208.The geoid height was determined by GEOID03.
 KM0208
 KM0208.The dynamic height is computed by dividing the NAVD 88
 KM0208.geopotential number by the normal gravity value computed on the
 KM0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0208.degrees latitude (g = 980.6199 gals.).
 KM0208
 KM0208.The modeled gravity was interpolated from observed gravity values.
 KM0208
 KM0208;                    North         East    Units  Estimated Accuracy
 KM0208;SPC CO C     -   461,360.      628,190.      MT  (+/- 180 meters Scaled)
 KM0208
 KM0208                          SUPERSEDED SURVEY CONTROL
 KM0208
 KM0208.No superseded survey control is available for this station.
 KM0208
 KM0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ887408(NAD 83)
 KM0208_MARKER: I = METAL ROD
 KM0208_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KM0208_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KM0208_STAMPING: F 416 1984
 KM0208_MARK LOGO: NGS   
 KM0208_PROJECTION: FLUSH
 KM0208_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0208+STABILITY: POSITION/ELEVATION WELL
 KM0208_ROD/PIPE-DEPTH: 14.3 meters
 KM0208_SLEEVE-DEPTH  : 13.1 meters
 KM0208
 KM0208  HISTORY     - Date     Condition        Report By
 KM0208  HISTORY     - 1984     MONUMENTED       NGS
 KM0208
 KM0208                          STATION DESCRIPTION
 KM0208
 KM0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0208'IN LOMA.
 KM0208'IN LOMA, AT THE INTERSECTION OF U.S. HIGHWAYS 6, 50 AND STATE HIGHWAY
 KM0208'139, 67.4 M (221.0 FT) NORTHWEST OF THE CENTERLINE OF THE STATE
 KM0208'HIGHWAY, 23.4 M (76.8 FT) NORTHEAST OF THE NEAR RAIL OF THE DENVER AND
 KM0208'RIO GRANDE WESTERN RAILROAD, 15.2 M (49.9 FT) SOUTHWEST OF THE
 KM0208'CENTERLINE OF THE U.S. HIGHWAYS, AND 2.9 M (9.5 FT) NORTHWEST OF
 KM0208'UTILITY POLE NUMBER 28 M. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 KM0208'5-INCH LOGO CAP.
 KM0208'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 KM0208'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0649 ***********************************************************************
 JL0649  DESIGNATION -  F 417
 JL0649  PID         -  JL0649
 JL0649  STATE/COUNTY-  CO/CHAFFEE
 JL0649  USGS QUAD   -  SALIDA WEST (1994)
 JL0649
 JL0649                         *CURRENT SURVEY CONTROL
 JL0649  ___________________________________________________________________
 JL0649* NAD 83(1986)-  38 32 07.     (N)    106 03 00.     (W)     SCALED    
 JL0649* NAVD 88     -      2274.662  (meters)    7462.79   (feet)  ADJUSTED  
 JL0649  ___________________________________________________________________
 JL0649  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 JL0649  DYNAMIC HT  -        2271.854 (meters)    7453.57  (feet)  COMP
 JL0649  MODELED GRAV-     979,313.1   (mgal)                       NAVD 88
 JL0649
 JL0649  VERT ORDER  -  FIRST     CLASS II
 JL0649
 JL0649.The horizontal coordinates were scaled from a topographic map and have
 JL0649.an estimated accuracy of +/- 6 seconds.
 JL0649
 JL0649.The orthometric height was determined by differential leveling
 JL0649.and adjusted by the National Geodetic Survey in June 1991..
 JL0649
 JL0649.Photographs are available for this station.
 JL0649
 JL0649.The geoid height was determined by GEOID03.
 JL0649
 JL0649.The dynamic height is computed by dividing the NAVD 88
 JL0649.geopotential number by the normal gravity value computed on the
 JL0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0649.degrees latitude (g = 980.6199 gals.).
 JL0649
 JL0649.The modeled gravity was interpolated from observed gravity values.
 JL0649
 JL0649;                    North         East    Units  Estimated Accuracy
 JL0649;SPC CO C     -   382,870.      866,450.      MT  (+/- 180 meters Scaled)
 JL0649
 JL0649                          SUPERSEDED SURVEY CONTROL
 JL0649
 JL0649.No superseded survey control is available for this station.
 JL0649
 JL0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC084657(NAD 83)
 JL0649_MARKER: I = METAL ROD
 JL0649_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JL0649+WITH SETTING: INFORMATION.
 JL0649_SP_SET: SHALLOW-SET METAL ROD
 JL0649_STAMPING: F 417 1984
 JL0649_MARK LOGO: NGS   
 JL0649_PROJECTION: FLUSH
 JL0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0649_ROD/PIPE-DEPTH: 1.9  meters
 JL0649
 JL0649  HISTORY     - Date     Condition        Report By
 JL0649  HISTORY     - 1984     MONUMENTED       NGS
 JL0649
 JL0649                          STATION DESCRIPTION
 JL0649
 JL0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0649'5.9 KM (3.65 MI) NE FROM PONCHA SPRINGS.
 JL0649'0.5 KM (0.3 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS SOUTH
 JL0649'JUNCTION WITH U.S. HIGHWAY 50 IN PONCHA SPRINGS, THENCE 3.3 KM (2.05
 JL0649'MI) EASTERLY ALONG COUNTY ROAD 120, THENCE 2.1 KM (1.3 MI)
 JL0649'NORTHWESTERLY ALONG COUNTY ROAD 146, 57.6 M (189.0 FT) SOUTHEAST OF
 JL0649'THE SOUTHEAST CORNER OF HARRIET ALEXANDER AIRPORT TERMINAL, 34.1 M
 JL0649'(111.9 FT) EAST OF THE CENTER OF THE ENTRANCE TO THE TERMINAL, 15.8 M
 JL0649'(51.8 FT) NORTH OF THE CENTERLINE OF THE ROAD, AND 2.6 M (8.5 FT)
 JL0649'NORTH OF A UTILITY POLE WITH A GUY WIRE.  NOTE--ACCESS TO DATUM POINT
 JL0649'IS HAD THROUGH A 5-INCH LOGO CAP.
 JL0649'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 JL0649'THE MARK IS ABOVE LEVEL WITH THE COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0371 ***********************************************************************
 LK0371  DESIGNATION -  F 418
 LK0371  PID         -  LK0371
 LK0371  STATE/COUNTY-  CO/MORGAN
 LK0371  USGS QUAD   -  FORT MORGAN (1984)
 LK0371
 LK0371                         *CURRENT SURVEY CONTROL
 LK0371  ___________________________________________________________________
 LK0371* NAD 83(1986)-  40 15 54.     (N)    103 49 49.     (W)     SCALED    
 LK0371* NAVD 88     -      1322.327  (meters)    4338.33   (feet)  ADJUSTED  
 LK0371  ___________________________________________________________________
 LK0371  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 LK0371  DYNAMIC HT  -        1321.263 (meters)    4334.84  (feet)  COMP
 LK0371  MODELED GRAV-     979,775.0   (mgal)                       NAVD 88
 LK0371
 LK0371  VERT ORDER  -  FIRST     CLASS II
 LK0371
 LK0371.The horizontal coordinates were scaled from a topographic map and have
 LK0371.an estimated accuracy of +/- 6 seconds.
 LK0371
 LK0371.The orthometric height was determined by differential leveling
 LK0371.and adjusted by the National Geodetic Survey in June 1991..
 LK0371
 LK0371.The geoid height was determined by GEOID03.
 LK0371
 LK0371.The dynamic height is computed by dividing the NAVD 88
 LK0371.geopotential number by the normal gravity value computed on the
 LK0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0371.degrees latitude (g = 980.6199 gals.).
 LK0371
 LK0371.The modeled gravity was interpolated from observed gravity values.
 LK0371
 LK0371;                    North         East    Units  Estimated Accuracy
 LK0371;SPC CO N     -   409,580.    1,056,420.      MT  (+/- 180 meters Scaled)
 LK0371
 LK0371                          SUPERSEDED SURVEY CONTROL
 LK0371
 LK0371.No superseded survey control is available for this station.
 LK0371
 LK0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE994578(NAD 83)
 LK0371_MARKER: I = METAL ROD
 LK0371_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0371_SP_SET: STAINLESS STEEL ROD
 LK0371_STAMPING: F 418 1984
 LK0371_MARK LOGO: NGS   
 LK0371_PROJECTION: FLUSH
 LK0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0371_ROD/PIPE-DEPTH: 22.0 meters
 LK0371
 LK0371  HISTORY     - Date     Condition        Report By
 LK0371  HISTORY     - 1984     MONUMENTED       NGS
 LK0371
 LK0371                          STATION DESCRIPTION
 LK0371
 LK0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LK0371'2.6 KM (1.6 MI) WEST FROM FORT MORGAN.
 LK0371'2.6 KM (1.6 MI) WESTERLY ALONG INTERSTATE HIGHWAY 76 FROM ITS
 LK0371'JUNCTION WITH STATE HIGHWAY 52 IN FORT MORGAN, 0.7 KM (0.45 MI) WEST
 LK0371'OF MILEPOST 79, 0.5 KM (0.3 MI) WEST OF THE JUNCTION OF STATE HIGHWAY
 LK0371'144, AND 31.7 M (104.0 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND
 LK0371'LANES OF THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LK0371'5-INCH LOGO CAP.
 LK0371'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 LK0371'THE MARK IS 1.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0403 ***********************************************************************
 LK0403  DESIGNATION -  F 419
 LK0403  PID         -  LK0403
 LK0403  STATE/COUNTY-  CO/LOGAN
 LK0403  USGS QUAD   -  ATWOOD (1951)
 LK0403
 LK0403                         *CURRENT SURVEY CONTROL
 LK0403  ___________________________________________________________________
 LK0403* NAD 83(1986)-  40 33 06.     (N)    103 15 28.     (W)     SCALED    
 LK0403* NAVD 88     -      1215.650  (meters)    3988.34   (feet)  ADJUSTED  
 LK0403  ___________________________________________________________________
 LK0403  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 LK0403  DYNAMIC HT  -        1214.748 (meters)    3985.39  (feet)  COMP
 LK0403  MODELED GRAV-     979,841.0   (mgal)                       NAVD 88
 LK0403
 LK0403  VERT ORDER  -  FIRST     CLASS II
 LK0403
 LK0403.The horizontal coordinates were scaled from a topographic map and have
 LK0403.an estimated accuracy of +/- 6 seconds.
 LK0403
 LK0403.The orthometric height was determined by differential leveling
 LK0403.and adjusted by the National Geodetic Survey in June 1991..
 LK0403
 LK0403.The geoid height was determined by GEOID03.
 LK0403
 LK0403.The dynamic height is computed by dividing the NAVD 88
 LK0403.geopotential number by the normal gravity value computed on the
 LK0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0403.degrees latitude (g = 980.6199 gals.).
 LK0403
 LK0403.The modeled gravity was interpolated from observed gravity values.
 LK0403
 LK0403;                    North         East    Units  Estimated Accuracy
 LK0403;SPC CO N     -   442,480.    1,104,300.      MT  (+/- 180 meters Scaled)
 LK0403
 LK0403                          SUPERSEDED SURVEY CONTROL
 LK0403
 LK0403.No superseded survey control is available for this station.
 LK0403
 LK0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE475904(NAD 83)
 LK0403_MARKER: I = METAL ROD
 LK0403_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0403_SP_SET: STAINLESS STEEL ROD
 LK0403_STAMPING: F 419 1984
 LK0403_MARK LOGO: NGS   
 LK0403_PROJECTION: FLUSH
 LK0403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0403_ROD/PIPE-DEPTH: 22.0 meters
 LK0403
 LK0403  HISTORY     - Date     Condition        Report By
 LK0403  HISTORY     - 1984     MONUMENTED       NGS
 LK0403
 LK0403                          STATION DESCRIPTION
 LK0403
 LK0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LK0403'8.4 KM (5.2 MI) SW FROM STERLING.
 LK0403'8.4 KM (5.2 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION
 LK0403'WITH FRONT STREET IN STERLING, 43.2 M (141.7 FT) SOUTHEAST OF THE
 LK0403'CENTERLINE OF THE NORTHEAST BOUND LANES OF THE HIGHWAY, 17.6 M (57.7
 LK0403'FT) SOUTHEAST OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD, 10.5 M
 LK0403'(34.4 FT) NORTHEAST OF A UTILITY POLE, 6.3 M (20.7 FT) NORTHEAST OF
 LK0403'THE CENTER OF A DIRT ROAD LEADING EAST, AND 5.9 M (19.4 FT) NORTHWEST
 LK0403'OF THE NORTHWEST CORNER OF A SMALL BRIDGE OVER SPRINGDALE DITCH.
 LK0403'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LK0403'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 LK0403'THE MARK IS 0.6 M BELOW THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0151 ***********************************************************************
 KM0151  DESIGNATION -  F 420
 KM0151  PID         -  KM0151
 KM0151  STATE/COUNTY-  CO/RIO BLANCO
 KM0151  USGS QUAD   -  PHILADELPHIA CREEK (1964)
 KM0151
 KM0151                         *CURRENT SURVEY CONTROL
 KM0151  ___________________________________________________________________
 KM0151* NAD 83(1986)-  39 55 05.     (N)    108 44 31.     (W)     SCALED    
 KM0151* NAVD 88     -      1758.274  (meters)    5768.60   (feet)  ADJUSTED  
 KM0151  ___________________________________________________________________
 KM0151  GEOID HEIGHT-         -16.27  (meters)                     GEOID03
 KM0151  DYNAMIC HT  -        1756.600 (meters)    5763.11  (feet)  COMP
 KM0151  MODELED GRAV-     979,612.0   (mgal)                       NAVD 88
 KM0151
 KM0151  VERT ORDER  -  FIRST     CLASS II
 KM0151
 KM0151.The horizontal coordinates were scaled from a topographic map and have
 KM0151.an estimated accuracy of +/- 6 seconds.
 KM0151
 KM0151.The orthometric height was determined by differential leveling
 KM0151.and adjusted by the National Geodetic Survey in June 1991..
 KM0151
 KM0151.The geoid height was determined by GEOID03.
 KM0151
 KM0151.The dynamic height is computed by dividing the NAVD 88
 KM0151.geopotential number by the normal gravity value computed on the
 KM0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0151.degrees latitude (g = 980.6199 gals.).
 KM0151
 KM0151.The modeled gravity was interpolated from observed gravity values.
 KM0151
 KM0151;                    North         East    Units  Estimated Accuracy
 KM0151;SPC CO N     -   374,790.      637,300.      MT  (+/- 180 meters Scaled)
 KM0151
 KM0151                          SUPERSEDED SURVEY CONTROL
 KM0151
 KM0151.No superseded survey control is available for this station.
 KM0151
 KM0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK929211(NAD 83)
 KM0151_MARKER: DB = BENCH MARK DISK
 KM0151_SETTING: 66 = SET IN ROCK OUTCROP
 KM0151_SP_SET: ROCK OUTCROP
 KM0151_STAMPING: F 420 1984
 KM0151_MARK LOGO: NGS   
 KM0151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0151
 KM0151  HISTORY     - Date     Condition        Report By
 KM0151  HISTORY     - 1984     MONUMENTED       NGS
 KM0151  HISTORY     - 20060523 GOOD             GEOCAC
 KM0151
 KM0151                          STATION DESCRIPTION
 KM0151
 KM0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0151'22.1 KM (13.75 MI) SOUT FROM RANGELY.
 KM0151'1.8 KM (1.1 MI) EAST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE IN
 KM0151'RANGELY, THENCE 20.3 KM (12.6 MI) SOUTHERLY ALONG STATE HIGHWAY 139,
 KM0151'IN THE NORTH END OF A 15.0 BY 112.0 FOOT EXPOSED AREA OF OUTCROPPING
 KM0151'BEDROCK, 0.8 KM (0.5 MI) SOUTHEAST OF THE INTERSECTION OF A DIRT ROAD
 KM0151'LEADING TO STATE BRIDGE DRAW, 44.2 M (145.0 FT) SOUTH OF THE CENTER OF
 KM0151'A GATE AND DIRT ROAD LEADING SOUTHEAST, 21.6 M (70.9 FT) EAST OF THE
 KM0151'CENTERLINE OF THE HIGHWAY, 5.4 M (17.7 FT) EAST OF A FENCE, AND 2.0 M
 KM0151'(6.6 FT) WEST OF THE EAST EDGE AND 1.6 M (5.2 FT) SOUTH OF THE NORTH
 KM0151'EDGE OF THE OUTCROP.
 KM0151'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 KM0151'THE MARK IS 1.9 M ABOVE THE HIGHWAY.
 KM0151
 KM0151                          STATION RECOVERY (2006)
 KM0151
 KM0151'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KM0151'FOUND ABOUT 135 FEET SOUTH-SOUTHEAST OF THE CENTER OF A CATTLE GUARD
 KM0151'ACROSS A DIRT ROAD LEADING SOUTHEAST.  HANDHELD COORDINATES ARE
 KM0151'N39-55-04.26 W108-44-32.46.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0591 ***********************************************************************
 JL0591  DESIGNATION -  F 421
 JL0591  PID         -  JL0591
 JL0591  STATE/COUNTY-  CO/CHAFFEE
 JL0591  USGS QUAD   -  PONCHA PASS (1994)
 JL0591
 JL0591                         *CURRENT SURVEY CONTROL
 JL0591  ___________________________________________________________________
 JL0591* NAD 83(1986)-  38 29 14.     (N)    106 05 07.     (W)     SCALED    
 JL0591* NAVD 88     -      2397.544  (meters)    7865.94   (feet)  ADJUSTED  
 JL0591  ___________________________________________________________________
 JL0591  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 JL0591  DYNAMIC HT  -        2394.461 (meters)    7855.83  (feet)  COMP
 JL0591  MODELED GRAV-     979,257.0   (mgal)                       NAVD 88
 JL0591
 JL0591  VERT ORDER  -  FIRST     CLASS II
 JL0591
 JL0591.The horizontal coordinates were scaled from a topographic map and have
 JL0591.an estimated accuracy of +/- 6 seconds.
 JL0591
 JL0591.The orthometric height was determined by differential leveling
 JL0591.and adjusted by the National Geodetic Survey in June 1991..
 JL0591
 JL0591.The geoid height was determined by GEOID03.
 JL0591
 JL0591.The dynamic height is computed by dividing the NAVD 88
 JL0591.geopotential number by the normal gravity value computed on the
 JL0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0591.degrees latitude (g = 980.6199 gals.).
 JL0591
 JL0591.The modeled gravity was interpolated from observed gravity values.
 JL0591
 JL0591;                    North         East    Units  Estimated Accuracy
 JL0591;SPC CO C     -   377,550.      863,340.      MT  (+/- 180 meters Scaled)
 JL0591
 JL0591                          SUPERSEDED SURVEY CONTROL
 JL0591
 JL0591.No superseded survey control is available for this station.
 JL0591
 JL0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC053604(NAD 83)
 JL0591_MARKER: DB = BENCH MARK DISK
 JL0591_SETTING: 66 = SET IN ROCK OUTCROP
 JL0591_SP_SET: ROCK OUTCROP
 JL0591_STAMPING: F 421 1984
 JL0591_MARK LOGO: NGS   
 JL0591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0591
 JL0591  HISTORY     - Date     Condition        Report By
 JL0591  HISTORY     - 1984     MONUMENTED       NGS
 JL0591
 JL0591                          STATION DESCRIPTION
 JL0591
 JL0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0591'4.1 KM (2.55 MI) SOUTH FROM PONCHA SPRINGS.
 JL0591'4.1 KM (2.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM ITS NORTH
 JL0591'JUNCTION WITH U.S. HIGHWAY 50 IN PONCHA SPRINGS, IN TOP OF A SMALL
 JL0591'LEDGE NEAR THE BOTTOM OF A VERTICAL EXPOSED AREA OF OUTCROPPING
 JL0591'BEDROCK, AND 16.2 M (53.1 FT) WEST OF THE CENTERLINE OF THE HIGHWAY
 JL0591'AND DIRECTLY BELOW DOUBLE UTILITY POLE NUMBER 22.
 JL0591'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0564 ***********************************************************************
 JL0564  DESIGNATION -  F 422
 JL0564  PID         -  JL0564
 JL0564  STATE/COUNTY-  CO/GUNNISON
 JL0564  USGS QUAD   -  PAHLONE PEAK (1967)
 JL0564
 JL0564                         *CURRENT SURVEY CONTROL
 JL0564  ___________________________________________________________________
 JL0564* NAD 83(1986)-  38 29 07.     (N)    106 20 24.     (W)     SCALED    
 JL0564* NAVD 88     -      3299.519  (meters)   10825.17   (feet)  ADJUSTED  
 JL0564  ___________________________________________________________________
 JL0564  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 JL0564  DYNAMIC HT  -        3294.805 (meters)   10809.71  (feet)  COMP
 JL0564  MODELED GRAV-     979,079.0   (mgal)                       NAVD 88
 JL0564
 JL0564  VERT ORDER  -  FIRST     CLASS II
 JL0564
 JL0564.The horizontal coordinates were scaled from a topographic map and have
 JL0564.an estimated accuracy of +/- 6 seconds.
 JL0564
 JL0564.The orthometric height was determined by differential leveling
 JL0564.and adjusted by the National Geodetic Survey in June 1991..
 JL0564
 JL0564.The geoid height was determined by GEOID03.
 JL0564
 JL0564.The dynamic height is computed by dividing the NAVD 88
 JL0564.geopotential number by the normal gravity value computed on the
 JL0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0564.degrees latitude (g = 980.6199 gals.).
 JL0564
 JL0564.The modeled gravity was interpolated from observed gravity values.
 JL0564
 JL0564;                    North         East    Units  Estimated Accuracy
 JL0564;SPC CO C     -   377,510.      841,110.      MT  (+/- 180 meters Scaled)
 JL0564
 JL0564                          SUPERSEDED SURVEY CONTROL
 JL0564
 JL0564.No superseded survey control is available for this station.
 JL0564
 JL0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC831605(NAD 83)
 JL0564_MARKER: DB = BENCH MARK DISK
 JL0564_SETTING: 66 = SET IN ROCK OUTCROP
 JL0564_SP_SET: ROCK OUTCROP
 JL0564_STAMPING: F 422 1984
 JL0564_MARK LOGO: NGS   
 JL0564_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0564+STABILITY: POSITION/ELEVATION WELL
 JL0564
 JL0564  HISTORY     - Date     Condition        Report By
 JL0564  HISTORY     - 1984     MONUMENTED       NGS
 JL0564
 JL0564                          STATION DESCRIPTION
 JL0564
 JL0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0564'30.8 KM (19.15 MI) WEST FROM PONCHA SPRINGS.
 JL0564'30.8 KM (19.15 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS NORTH
 JL0564'JUNCTION WITH U.S. HIGHWAY 285 IN PONCHA SPRINGS, IN A 4 BY 4 FOOT
 JL0564'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, ACROSS THE HIGHWAY FROM A
 JL0564'PULLOUT, 2.4 KM (1.5 MI) SOUTHWEST OF THE MONARCH PASS SUMMIT, 29.5 M
 JL0564'(96.8 FT) SOUTHWEST OF A STORM DRAIN, AND 7.9 M (25.9 FT) NORTHWEST OF
 JL0564'THE CENTERLINE OF THE HIGHWAY.
 JL0564'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST
 JL0564'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0537 ***********************************************************************
 JL0537  DESIGNATION -  F 423
 JL0537  PID         -  JL0537
 JL0537  STATE/COUNTY-  CO/GUNNISON
 JL0537  USGS QUAD   -  HOUSTON GULCH (1962)
 JL0537
 JL0537                         *CURRENT SURVEY CONTROL
 JL0537  ___________________________________________________________________
 JL0537* NAD 83(1986)-  38 29 20.     (N)    106 41 40.     (W)     SCALED    
 JL0537* NAVD 88     -      2438.062  (meters)    7998.88   (feet)  ADJUSTED  
 JL0537  ___________________________________________________________________
 JL0537  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 JL0537  DYNAMIC HT  -        2435.010 (meters)    7988.86  (feet)  COMP
 JL0537  MODELED GRAV-     979,288.8   (mgal)                       NAVD 88
 JL0537
 JL0537  VERT ORDER  -  FIRST     CLASS II
 JL0537
 JL0537.The horizontal coordinates were scaled from a topographic map and have
 JL0537.an estimated accuracy of +/- 6 seconds.
 JL0537
 JL0537.The orthometric height was determined by differential leveling
 JL0537.and adjusted by the National Geodetic Survey in June 1991..
 JL0537
 JL0537.The geoid height was determined by GEOID03.
 JL0537
 JL0537.The dynamic height is computed by dividing the NAVD 88
 JL0537.geopotential number by the normal gravity value computed on the
 JL0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0537.degrees latitude (g = 980.6199 gals.).
 JL0537
 JL0537.The modeled gravity was interpolated from observed gravity values.
 JL0537
 JL0537;                    North         East    Units  Estimated Accuracy
 JL0537;SPC CO C     -   378,260.      810,200.      MT  (+/- 180 meters Scaled)
 JL0537
 JL0537                          SUPERSEDED SURVEY CONTROL
 JL0537
 JL0537.No superseded survey control is available for this station.
 JL0537
 JL0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC522614(NAD 83)
 JL0537_MARKER: DB = BENCH MARK DISK
 JL0537_SETTING: 66 = SET IN ROCK OUTCROP
 JL0537_SP_SET: ROCK OUTCROP
 JL0537_STAMPING: F 423 1984
 JL0537_MARK LOGO: NGS   
 JL0537_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0537+STABILITY: POSITION/ELEVATION WELL
 JL0537
 JL0537  HISTORY     - Date     Condition        Report By
 JL0537  HISTORY     - 1984     MONUMENTED       NGS
 JL0537
 JL0537                          STATION DESCRIPTION
 JL0537
 JL0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0537'22.0 KM (13.65 MI) EAST FROM GUNNISON.
 JL0537'22.0 KM (13.65 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JL0537'WITH STATE HIGHWAY 135 IN GUNNISON, IN TOP OF A 2 BY 6 FOOT EXPOSED
 JL0537'AREA OF BEDROCK ALONG THE WEST BANK OF AN ABANDONED HIGHWAY CUT, 39.6
 JL0537'M (129.9 FT) EAST OF THE CENTER OF A DRIVEWAY LEADING TO THE PETERSON
 JL0537'RESIDENCE, 33.5 M (109.9 FT) NORTHEAST OF THE WEST END OF A LARGE SIGN
 JL0537'(WATERWHEEL INN), 27.3 M (89.6 FT) SOUTH OF THE CENTERLINE OF THE
 JL0537'HIGHWAY, AND 11.2 M (36.7 FT) NORTH OF THE CENTER OF THE CUT.
 JL0537'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST
 JL0537'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0517 ***********************************************************************
 JL0517  DESIGNATION -  F 424
 JL0517  PID         -  JL0517
 JL0517  STATE/COUNTY-  CO/GUNNISON
 JL0517  USGS QUAD   -  BIG MESA (1982)
 JL0517
 JL0517                         *CURRENT SURVEY CONTROL
 JL0517  ___________________________________________________________________
 JL0517* NAD 83(1992)-  38 29 09.48152(N)    107 06 07.71739(W)     ADJUSTED  
 JL0517* NAVD 88     -      2297.219  (meters)    7536.79   (feet)  ADJUSTED  
 JL0517  ___________________________________________________________________
 JL0517  X           -  -1,470,623.290 (meters)                     COMP
 JL0517  Y           -  -4,779,699.388 (meters)                     COMP
 JL0517  Z           -   3,949,230.862 (meters)                     COMP
 JL0517  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 JL0517  ELLIP HEIGHT-        2282.87  (meters)          (12/03/02) GPS OBS
 JL0517  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 JL0517  DYNAMIC HT  -        2294.432 (meters)    7527.65  (feet)  COMP
 JL0517  MODELED GRAV-     979,332.9   (mgal)                       NAVD 88
 JL0517
 JL0517  HORZ ORDER  -  FIRST
 JL0517  VERT ORDER  -  FIRST     CLASS II
 JL0517  ELLP ORDER  -  FOURTH    CLASS II
 JL0517
 JL0517.The horizontal coordinates were established by GPS observations
 JL0517.and adjusted by the National Geodetic Survey in March 2001..
 JL0517
 JL0517.The orthometric height was determined by differential leveling
 JL0517.and adjusted by the National Geodetic Survey in June 1991..
 JL0517
 JL0517.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JL0517
 JL0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0517
 JL0517.The ellipsoidal height was determined by GPS observations
 JL0517.and is referenced to NAD 83.
 JL0517
 JL0517.The geoid height was determined by GEOID03.
 JL0517
 JL0517.The dynamic height is computed by dividing the NAVD 88
 JL0517.geopotential number by the normal gravity value computed on the
 JL0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0517.degrees latitude (g = 980.6199 gals.).
 JL0517
 JL0517.The modeled gravity was interpolated from observed gravity values.
 JL0517
 JL0517;                    North         East     Units Scale Factor Converg.
 JL0517;SPC CO C     -   378,480.650   774,623.496   MT  0.99999312   -1 00 37.6
 JL0517;SPC CO C     - 1,241,731.93  2,541,410.59   sFT  0.99999312   -1 00 37.6
 JL0517;UTM  13      - 4,261,829.992   316,652.610   MT  1.00001400   -1 18 30.9
 JL0517
 JL0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0517!SPC CO C     -   0.99964193  x   0.99999312  =   0.99963506
 JL0517!UTM  13      -   0.99964193  x   1.00001400  =   0.99965593
 JL0517
 JL0517                          SUPERSEDED SURVEY CONTROL
 JL0517
 JL0517  ELLIP H (03/07/01) 2282.82   (m)                       GP(       ) 4 2
 JL0517  NAVD 88 (03/07/01) 2297.22   (m)         7536.8    (f) LEVELING    3  
 JL0517
 JL0517.Superseded values are not recommended for survey control.
 JL0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0517.See file dsdata.txt to determine how the superseded data were derived.
 JL0517
 JL0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC1665361830(NAD 83)
 JL0517_MARKER: I = METAL ROD
 JL0517_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JL0517_SP_SET: STAINLESS STEEL ROD
 JL0517_STAMPING: F 424 1984
 JL0517_MARK LOGO: NGS   
 JL0517_PROJECTION: FLUSH
 JL0517_MAGNETIC: I = MARKER IS A STEEL ROD
 JL0517_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0517+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2000
 JL0517_ROD/PIPE-DEPTH: 12.2 meters
 JL0517
 JL0517  HISTORY     - Date     Condition        Report By
 JL0517  HISTORY     - 1984     MONUMENTED       NGS
 JL0517  HISTORY     - 20000217 GOOD             CODOT
 JL0517
 JL0517                          STATION DESCRIPTION
 JL0517
 JL0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0517'18.9 KM (11.75 MI) WEST FROM GUNNISON.
 JL0517'18.9 KM (11.75 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JL0517'WITH STATE HIGHWAY 135 IN GUNNISON, 4.0 KM (2.5 MI) WEST OF THE
 JL0517'INTERSECTION OF STATE HIGHWAY 149, 32.1 M (105.3 FT) NORTH OF THE
 JL0517'CENTERLINE OF THE HIGHWAY, 11.9 M (39.0 FT) WEST OF THE CENTER OF THE
 JL0517'ENTRANCE TO THE SUNNYSIDE CAMPGROUND, AND 0.3 M (1.0 FT) SOUTH OF A
 JL0517'FENCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 JL0517'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST
 JL0517'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JL0517
 JL0517                          STATION RECOVERY (2000)
 JL0517
 JL0517'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2000 (RSC)
 JL0517'THE STATION IS LOCATED ABOUT 10.5 MI (16.9 KM) SOUTHWEST OF GUNNISON,
 JL0517'2.4 M (7.9 FT) WEST-SOUTHWEST OF THE INTERSECTION OF U.S.  HIGHWAY 50
 JL0517'AND STATE HIGHWAY 149 AND AT THE SUNNYSIDE CAMPGROUND, IN THE SOUTH
 JL0517'CENTER OF SECTION 20, T 49 N, R 2 W, AT U.S.  HIGHWAY 50 MILEPOST
 JL0517'145.6.  OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION RIGHT-OF-WAY
 JL0517'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 50 AND
 JL0517'STATE HIGHWAY 135 IN GUNNISON, GO WEST ON U.S.  HIGHWAY 50 FOR 11.75
 JL0517'MI (18.91 KM) TO THE STATION ON THE RIGHT AT THE SUNNYSIDE CAMPGROUND.
 JL0517'IT IS 2.5 MI (4.0 KM) WEST FROM THE INTERSECTION OF U.S.  HIGHWAY 50
 JL0517'AND STATE HIGHWAY 149
 JL0517'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 12.2 M (40.0 FT) LONG
 JL0517'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCLOSED IN A 5-INCH PVC PIPE
 JL0517'WITH LOGO LID, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.
 JL0517'IT IS 32.1 M (105.3 FT) NORTH FROM THE CENTER LINE OF THE HIGHWAY,
 JL0517'11.9 M (39.0 FT) WEST FROM THE CENTER OF THE ENTRANCE TO THE SUNNYSIDE
 JL0517'CAMPGROUND, 0.4 M (1.3 FT) EAST FROM A WITNESS POST, 0.3 M (1.0 FT)
 JL0517'SOUTH FROM THE RIGHT-OF-WAY FENCE AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0491 ***********************************************************************
 JL0491  DESIGNATION -  F 425
 JL0491  PID         -  JL0491
 JL0491  STATE/COUNTY-  CO/GUNNISON
 JL0491  USGS QUAD   -  CURECANTI NEEDLE (1982)
 JL0491
 JL0491                         *CURRENT SURVEY CONTROL
 JL0491  ___________________________________________________________________
 JL0491* NAD 83(1986)-  38 23 53.     (N)    107 24 51.     (W)     SCALED    
 JL0491* NAVD 88     -      2524.088  (meters)    8281.11   (feet)  ADJUSTED  
 JL0491  ___________________________________________________________________
 JL0491  GEOID HEIGHT-         -14.87  (meters)                     GEOID03
 JL0491  DYNAMIC HT  -        2520.891 (meters)    8270.62  (feet)  COMP
 JL0491  MODELED GRAV-     979,270.9   (mgal)                       NAVD 88
 JL0491
 JL0491  VERT ORDER  -  FIRST     CLASS II
 JL0491
 JL0491.The horizontal coordinates were scaled from a topographic map and have
 JL0491.an estimated accuracy of +/- 6 seconds.
 JL0491
 JL0491.The orthometric height was determined by differential leveling
 JL0491.and adjusted by the National Geodetic Survey in June 1991..
 JL0491
 JL0491.The geoid height was determined by GEOID03.
 JL0491
 JL0491.The dynamic height is computed by dividing the NAVD 88
 JL0491.geopotential number by the normal gravity value computed on the
 JL0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0491.degrees latitude (g = 980.6199 gals.).
 JL0491
 JL0491.The modeled gravity was interpolated from observed gravity values.
 JL0491
 JL0491;                    North         East    Units  Estimated Accuracy
 JL0491;SPC CO C     -   369,250.      747,200.      MT  (+/- 180 meters Scaled)
 JL0491
 JL0491                          SUPERSEDED SURVEY CONTROL
 JL0491
 JL0491.No superseded survey control is available for this station.
 JL0491
 JL0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC891527(NAD 83)
 JL0491_MARKER: DB = BENCH MARK DISK
 JL0491_SETTING: 66 = SET IN ROCK OUTCROP
 JL0491_SP_SET: ROCK OUTCROP
 JL0491_STAMPING: F 425 1984
 JL0491_MARK LOGO: NGS   
 JL0491_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0491+STABILITY: POSITION/ELEVATION WELL
 JL0491
 JL0491  HISTORY     - Date     Condition        Report By
 JL0491  HISTORY     - 1984     MONUMENTED       NGS
 JL0491
 JL0491                          STATION DESCRIPTION
 JL0491
 JL0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0491'48.6 KM (30.2 MI) EAST FROM MONTROSE.
 JL0491'48.6 KM (30.2 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JL0491'WITH U.S. HIGHWAY 550 IN MONTROSE, IN THE SOUTH END OF AN EXPOSED AREA
 JL0491'OF BEDROCK IN A HIGHWAY CUT, 10.1 KM (6.25 MI) WEST OF THE BLUE MESA
 JL0491'POINT POST OFFICE, 1.0 KM (0.6 MI) SOUTH OF THE HIGHWAY BRIDGE OVER
 JL0491'BLUE CREEK, AND 6.4 M (21.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 JL0491'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JL0491'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0467 ***********************************************************************
 JL0467  DESIGNATION -  F 426
 JL0467  PID         -  JL0467
 JL0467  STATE/COUNTY-  CO/MONTROSE
 JL0467  USGS QUAD   -  MONTROSE EAST (1982)
 JL0467
 JL0467                         *CURRENT SURVEY CONTROL
 JL0467  ___________________________________________________________________
 JL0467* NAD 83(1992)-  38 29 20.66574(N)    107 46 59.28585(W)     ADJUSTED  
 JL0467* NAVD 88     -      1912.314  (meters)    6273.98   (feet)  ADJUSTED  
 JL0467  ___________________________________________________________________
 JL0467  X           -  -1,527,169.382 (meters)                     COMP
 JL0467  Y           -  -4,761,390.432 (meters)                     COMP
 JL0467  Z           -   3,949,260.268 (meters)                     COMP
 JL0467  LAPLACE CORR-           9.65  (seconds)                    DEFLEC99
 JL0467  ELLIP HEIGHT-        1896.23  (meters)          (12/03/02) GPS OBS
 JL0467  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 JL0467  DYNAMIC HT  -        1910.160 (meters)    6266.92  (feet)  COMP
 JL0467  MODELED GRAV-     979,434.2   (mgal)                       NAVD 88
 JL0467
 JL0467  HORZ ORDER  -  FIRST
 JL0467  VERT ORDER  -  FIRST     CLASS II
 JL0467  ELLP ORDER  -  FOURTH    CLASS II
 JL0467
 JL0467.The horizontal coordinates were established by GPS observations
 JL0467.and adjusted by the National Geodetic Survey in March 2001..
 JL0467
 JL0467.The orthometric height was determined by differential leveling
 JL0467.and adjusted by the National Geodetic Survey in June 1991..
 JL0467
 JL0467.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JL0467
 JL0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0467
 JL0467.The ellipsoidal height was determined by GPS observations
 JL0467.and is referenced to NAD 83.
 JL0467
 JL0467.The geoid height was determined by GEOID03.
 JL0467
 JL0467.The dynamic height is computed by dividing the NAVD 88
 JL0467.geopotential number by the normal gravity value computed on the
 JL0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0467.degrees latitude (g = 980.6199 gals.).
 JL0467
 JL0467.The modeled gravity was interpolated from observed gravity values.
 JL0467
 JL0467;                    North         East     Units Scale Factor Converg.
 JL0467;SPC CO S     -   509,500.588   715,225.280   MT  1.00001065   -1 24 01.5
 JL0467;SPC CO S     - 1,671,586.51  2,346,534.94   sFT  1.00001065   -1 24 01.5
 JL0467;UTM  13      - 4,263,751.863   257,258.172   MT  1.00032570   -1 43 58.7
 JL0467
 JL0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0467!SPC CO S     -   0.99970256  x   1.00001065  =   0.99971321
 JL0467!UTM  13      -   0.99970256  x   1.00032570  =   1.00002816
 JL0467
 JL0467                          SUPERSEDED SURVEY CONTROL
 JL0467
 JL0467  NAVD 88 (03/07/01) 1912.31   (m)         6274.0    (f) LEVELING    3  
 JL0467
 JL0467.Superseded values are not recommended for survey control.
 JL0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0467.See file dsdata.txt to determine how the superseded data were derived.
 JL0467
 JL0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC5725863752(NAD 83)
 JL0467_MARKER: I = METAL ROD
 JL0467_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JL0467+WITH SETTING: INFORMATION.
 JL0467_SP_SET: SHALLOW-SET METAL ROD
 JL0467_STAMPING: F 426 1984
 JL0467_MARK LOGO: NGS   
 JL0467_PROJECTION: FLUSH
 JL0467_MAGNETIC: I = MARKER IS A STEEL ROD
 JL0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0467+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2004
 JL0467_ROD/PIPE-DEPTH: 1.8  meters
 JL0467
 JL0467  HISTORY     - Date     Condition        Report By
 JL0467  HISTORY     - 1984     MONUMENTED       NGS
 JL0467  HISTORY     - 20000216 GOOD             CODOT
 JL0467  HISTORY     - 20040919 GOOD             USPSQD
 JL0467
 JL0467                          STATION DESCRIPTION
 JL0467
 JL0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0467'8.6 KM (5.35 MI) EAST FROM MONTROSE.
 JL0467'8.6 KM (5.35 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH
 JL0467'U.S. HIGHWAY 550 IN MONTROSE, 3.7 KM (2.3 MI) WEST OF THE INTERSECTION
 JL0467'OF STATE HIGHWAY 347 LEADING NORTH TO THE BLACK CANYON OF THE GUNNISON
 JL0467'NATIONAL MONUMENT, 19.9 M (65.3 FT) NORTH OF THE CENTERLINE OF THE
 JL0467'HIGHWAY, 6.1 M (20.0 FT) EAST OF THE CENTER OF THE ENTRANCE TO THE
 JL0467'CANYON VIEW TRAILER PARK, AND 0.3 M (1.0 FT) SOUTH OF A FENCE.
 JL0467'NOTE=REFUSAL WAS REACHED AT 6.0 FT.  ACCESS TO THE DATUM POINT IS
 JL0467'THROUGH A 5-INCH LOGO CAP.
 JL0467'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JL0467'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JL0467
 JL0467                          STATION RECOVERY (2000)
 JL0467
 JL0467'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2000 (RSC)
 JL0467'RECOVERED AS DESCRIBED.
 JL0467
 JL0467                          STATION RECOVERY (2004)
 JL0467
 JL0467'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 JL0467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0166 ***********************************************************************
 KM0166  DESIGNATION -  F 427
 KM0166  PID         -  KM0166
 KM0166  STATE/COUNTY-  CO/RIO BLANCO
 KM0166  USGS QUAD   -  BIG FOUNDATION CREEK (1964)
 KM0166
 KM0166                         *CURRENT SURVEY CONTROL
 KM0166  ___________________________________________________________________
 KM0166* NAD 83(1986)-  39 39 32.     (N)    108 47 27.     (W)     SCALED    
 KM0166* NAVD 88     -      2121.414  (meters)    6960.01   (feet)  ADJUSTED  
 KM0166  ___________________________________________________________________
 KM0166  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 KM0166  DYNAMIC HT  -        2119.194 (meters)    6952.72  (feet)  COMP
 KM0166  MODELED GRAV-     979,503.9   (mgal)                       NAVD 88
 KM0166
 KM0166  VERT ORDER  -  FIRST     CLASS II
 KM0166
 KM0166.The horizontal coordinates were scaled from a topographic map and have
 KM0166.an estimated accuracy of +/- 6 seconds.
 KM0166
 KM0166.The orthometric height was determined by differential leveling
 KM0166.and adjusted by the National Geodetic Survey in June 1991..
 KM0166
 KM0166.The geoid height was determined by GEOID03.
 KM0166
 KM0166.The dynamic height is computed by dividing the NAVD 88
 KM0166.geopotential number by the normal gravity value computed on the
 KM0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0166.degrees latitude (g = 980.6199 gals.).
 KM0166
 KM0166.The modeled gravity was interpolated from observed gravity values.
 KM0166
 KM0166;                    North         East    Units  Estimated Accuracy
 KM0166;SPC CO N     -   346,190.      632,050.      MT  (+/- 180 meters Scaled)
 KM0166
 KM0166                          SUPERSEDED SURVEY CONTROL
 KM0166
 KM0166.No superseded survey control is available for this station.
 KM0166
 KM0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ895922(NAD 83)
 KM0166_MARKER: I = METAL ROD
 KM0166_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KM0166_SP_SET: STAINLESS STEEL ROD
 KM0166_STAMPING: F 427 1984
 KM0166_MARK LOGO: NGS   
 KM0166_PROJECTION: FLUSH
 KM0166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0166_ROD/PIPE-DEPTH: 19.5 meters
 KM0166
 KM0166  HISTORY     - Date     Condition        Report By
 KM0166  HISTORY     - 1984     MONUMENTED       NGS
 KM0166  HISTORY     - 20060523 GOOD             GEOCAC
 KM0166
 KM0166                          STATION DESCRIPTION
 KM0166
 KM0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0166'52.7 KM (32.75 MI) SOUT FROM RANGELY.
 KM0166'1.8 KM (1.1 MI) EAST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE IN
 KM0166'RANGELY, THENCE 50.9 KM (31.65 MI) SOUTHERLY ALONG STATE HIGHWAY 139,
 KM0166'1.1 KM (0.7 MI) NORTH OF THE RIO BLANCO-GARFIELD COUNTY LINE, 52.1 M
 KM0166'(170.9 FT) SOUTHEAST OF MILEPOST 40, 24.5 M (80.4 FT) SOUTHWEST OF A
 KM0166'UTILITY POLE, AND 12.9 M (42.3 FT) EAST OF THE CENTERLINE OF THE
 KM0166'HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 KM0166'CAP.
 KM0166'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 KM0166'THE MARK IS 1.3 M BELOW THE HIGHWAY.
 KM0166
 KM0166                          STATION RECOVERY (2006)
 KM0166
 KM0166'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KM0166'HANDHELD COORDINATES ARE N39-39-32.88 W108-47-27.84.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0375 ***********************************************************************
 JM0375  DESIGNATION -  F 428
 JM0375  PID         -  JM0375
 JM0375  STATE/COUNTY-  CO/MESA
 JM0375  USGS QUAD   -  WHITEWATER (1969)
 JM0375
 JM0375                         *CURRENT SURVEY CONTROL
 JM0375  ___________________________________________________________________
 JM0375* NAD 83(1992)-  38 59 07.70481(N)    108 26 39.97588(W)     ADJUSTED  
 JM0375* NAVD 88     -      1425.716  (meters)    4677.54   (feet)  ADJUSTED  
 JM0375  ___________________________________________________________________
 JM0375  X           -  -1,570,989.261 (meters)                     COMP
 JM0375  Y           -  -4,710,367.313 (meters)                     COMP
 JM0375  Z           -   3,991,950.065 (meters)                     COMP
 JM0375  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 JM0375  ELLIP HEIGHT-        1409.01  (meters)          (12/03/02) GPS OBS
 JM0375  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 JM0375  DYNAMIC HT  -        1424.339 (meters)    4673.02  (feet)  COMP
 JM0375  MODELED GRAV-     979,612.2   (mgal)                       NAVD 88
 JM0375
 JM0375  HORZ ORDER  -  FIRST
 JM0375  VERT ORDER  -  FIRST     CLASS II
 JM0375  ELLP ORDER  -  FOURTH    CLASS II
 JM0375
 JM0375.The horizontal coordinates were established by GPS observations
 JM0375.and adjusted by the National Geodetic Survey in June 1996..
 JM0375
 JM0375.The orthometric height was determined by differential leveling
 JM0375.and adjusted by the National Geodetic Survey in June 1991..
 JM0375
 JM0375.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JM0375
 JM0375.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0375
 JM0375.The ellipsoidal height was determined by GPS observations
 JM0375.and is referenced to NAD 83.
 JM0375
 JM0375.The geoid height was determined by GEOID03.
 JM0375
 JM0375.The dynamic height is computed by dividing the NAVD 88
 JM0375.geopotential number by the normal gravity value computed on the
 JM0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0375.degrees latitude (g = 980.6199 gals.).
 JM0375
 JM0375.The modeled gravity was interpolated from observed gravity values.
 JM0375
 JM0375;                    North         East     Units Scale Factor Converg.
 JM0375;SPC CO C     -   436,829.973   659,344.125   MT  0.99993793   -1 51 25.3
 JM0375;SPC CO C     - 1,433,166.34  2,163,198.18   sFT  0.99993793   -1 51 25.3
 JM0375;UTM  12      - 4,318,271.361   721,351.316   MT  1.00020336   +1 36 30.3
 JM0375
 JM0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0375!SPC CO C     -   0.99977898  x   0.99993793  =   0.99971692
 JM0375!UTM  12      -   0.99977898  x   1.00020336  =   0.99998230
 JM0375
 JM0375                          SUPERSEDED SURVEY CONTROL
 JM0375
 JM0375  ELLIP H (06/19/96) 1409.04   (m)                       GP(       ) 3 1
 JM0375  NAVD 88 (06/19/96) 1425.72   (m)         4677.5    (f) LEVELING    3  
 JM0375
 JM0375.Superseded values are not recommended for survey control.
 JM0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0375.See file dsdata.txt to determine how the superseded data were derived.
 JM0375
 JM0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ2135118271(NAD 83)
 JM0375_MARKER: I = METAL ROD
 JM0375_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JM0375_SP_SET: STAINLESS STEEL ROD
 JM0375_STAMPING: F 428 1984
 JM0375_MARK LOGO: NGS   
 JM0375_PROJECTION: FLUSH
 JM0375_MAGNETIC: I = MARKER IS A STEEL ROD
 JM0375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JM0375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0375+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2005
 JM0375_ROD/PIPE-DEPTH: 6.4  meters
 JM0375
 JM0375  HISTORY     - Date     Condition        Report By
 JM0375  HISTORY     - 1984     MONUMENTED       NGS
 JM0375  HISTORY     - 19950713 GOOD             CODOT
 JM0375  HISTORY     - 20050529 GOOD             GEOCAC
 JM0375
 JM0375                          STATION DESCRIPTION
 JM0375
 JM0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JM0375'16.9 KM (10.5 MI) SE FROM GRAND JUNCTION.
 JM0375'16.9 KM (10.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 50 FROM ITS
 JM0375'JUNCTION WITH U.S. HIGHWAY 6 IN GRAND JUNCTION, 35.0 M (114.8 FT)
 JM0375'NORTHWEST OF THE EXTENDED CENTERLINE OF STATE HIGHWAY 141, AND 24.9 M
 JM0375'(81.7 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  NOTE--ACCESS
 JM0375'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JM0375'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 JM0375'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JM0375
 JM0375                          STATION RECOVERY (1995)
 JM0375
 JM0375'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (LJ)
 JM0375'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) SOUTHEAST OF GRAND
 JM0375'JUNCTION, 0.5 MI (0.8 KM) SOUTHEAST OF WHITEWATER AND AT THE
 JM0375'INTERSECTION OF COLORADO STATE HIGHWAY 141, IN THE NORTHEAST 1/4 OF
 JM0375'SECTION 14, T 2 S, R 1 E, AT U.S. HIGHWAY 50 MILEPOST 41.25.
 JM0375'OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION RIGHT-OF-WAY.  TO REACH
 JM0375'THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 6 AND U.  S. HIGHWAY
 JM0375'50 IN GRAND JUNCTION, GO SOUTHEASTERLY ON U.S. HIGHWAY 50 FOR 10.5 MI
 JM0375'(16.9 KM) TO THE INTERSECTION OF COLORADO STATE HIGHWAY 141 AND THE
 JM0375'STATION ON THE LEFT.  THE STATION IS A PUNCH MARK TOP CENTER ON A
 JM0375'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 5-INCH PVC PIPE
 JM0375'WITH A LOGO CAP SET IN A 0.7 M (2.3 FT) CONCRETE COLLAR FLUSH WITH THE
 JM0375'GROUND.  IT IS 34.5 M (113.2 FT) WEST-NORTHWEST OF THE EXTENDED CENTER
 JM0375'OF STATE HIGHWAY 141, 25.1 M (82.3 FT) NORTHEAST OF THE CENTER LINE OF
 JM0375'U.S. HIGHWAY 50, 15.0 M (49.2 FT) SOUTHEAST OF A WATER VALVE BOX, 0.4
 JM0375'M (1.3 FT) SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 0.25 M (0.82 FT)
 JM0375'SOUTHWEST OF A WITNESS POST, ABOUT 0.3 M (1.0 FT) ABOVE THE HIGHWAY
 JM0375'AND ABOUT 50 M (164.0 FT) SOUTHWEST OF THE UNITED BROTHERHOOD OF
 JM0375'CARPENTERS AND JOINERS OF AMERICA APPRENTICESHIP BUILDING.
 JM0375
 JM0375                          STATION RECOVERY (2005)
 JM0375
 JM0375'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 JM0375'NEARBY BUILDING IS NOW A GIFT SHOP
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0357 ***********************************************************************
 JM0357  DESIGNATION -  F 429
 JM0357  PID         -  JM0357
 JM0357  STATE/COUNTY-  CO/DELTA
 JM0357  USGS QUAD   -  DOMINGUEZ (1969)
 JM0357
 JM0357                         *CURRENT SURVEY CONTROL
 JM0357  ___________________________________________________________________
 JM0357* NAD 83(1986)-  38 48 30.     (N)    108 17 28.     (W)     SCALED    
 JM0357* NAVD 88     -      1545.414  (meters)    5070.25   (feet)  ADJUSTED  
 JM0357  ___________________________________________________________________
 JM0357  GEOID HEIGHT-         -16.69  (meters)                     GEOID03
 JM0357  DYNAMIC HT  -        1543.845 (meters)    5065.10  (feet)  COMP
 JM0357  MODELED GRAV-     979,559.1   (mgal)                       NAVD 88
 JM0357
 JM0357  VERT ORDER  -  FIRST     CLASS II
 JM0357
 JM0357.The horizontal coordinates were scaled from a topographic map and have
 JM0357.an estimated accuracy of +/- 6 seconds.
 JM0357
 JM0357.The orthometric height was determined by differential leveling
 JM0357.and adjusted by the National Geodetic Survey in June 1991..
 JM0357
 JM0357.The geoid height was determined by GEOID03.
 JM0357
 JM0357.The dynamic height is computed by dividing the NAVD 88
 JM0357.geopotential number by the normal gravity value computed on the
 JM0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0357.degrees latitude (g = 980.6199 gals.).
 JM0357
 JM0357.The modeled gravity was interpolated from observed gravity values.
 JM0357
 JM0357;                    North         East    Units  Estimated Accuracy
 JM0357;SPC CO C     -   416,760.      672,020.      MT  (+/- 180 meters Scaled)
 JM0357
 JM0357                          SUPERSEDED SURVEY CONTROL
 JM0357
 JM0357.No superseded survey control is available for this station.
 JM0357
 JM0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH352989(NAD 83)
 JM0357_MARKER: DB = BENCH MARK DISK
 JM0357_SETTING: 66 = SET IN ROCK OUTCROP
 JM0357_SP_SET: ROCK OUTCROP
 JM0357_STAMPING: F 429 1984
 JM0357_MARK LOGO: NGS   
 JM0357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JM0357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JM0357+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2005
 JM0357
 JM0357  HISTORY     - Date     Condition        Report By
 JM0357  HISTORY     - 1984     MONUMENTED       NGS
 JM0357  HISTORY     - 20050310 GOOD             GEOCAC
 JM0357
 JM0357                          STATION DESCRIPTION
 JM0357
 JM0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JM0357'23.7 KM (14.75 MI) NW FROM DELTA.
 JM0357'22.6 KM (14.05 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 50 FROM ITS
 JM0357'JUNCTION WITH STATE HIGHWAY 92 IN DELTA, THENCE 1.1 KM (0.7 MI)
 JM0357'SOUTHWESTERLY ALONG COUNTY ROAD DRK 50, IN THE NORTHEASTERN 1/4 OF A
 JM0357'19 BY 116 FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 10.8 M (35.4 FT)
 JM0357'SOUTH OF THE CENTER OF THE ROAD, AND 9.6 M (31.5 FT) SOUTHWEST OF THE
 JM0357'NORTHEAST END AND 1.0 M (3.3 FT) SOUTH OF THE NORTH END OF THE
 JM0357'OUTCROP.
 JM0357'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 JM0357'THE MARK IS 06 M BELOW THE ROAD.
 JM0357
 JM0357                          STATION RECOVERY (2005)
 JM0357
 JM0357'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 JM0357'WITNESS POST MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0012 ***********************************************************************
 LM0012  DESIGNATION -  F 43
 LM0012  PID         -  LM0012
 LM0012  STATE/COUNTY-  CO/JACKSON
 LM0012  USGS QUAD   -  KINGS CANYON (1950)
 LM0012
 LM0012                         *CURRENT SURVEY CONTROL
 LM0012  ___________________________________________________________________
 LM0012* NAD 83(1986)-  40 55 22.     (N)    106 14 11.     (W)     SCALED    
 LM0012* NAVD 88     -      2544.410  (meters)    8347.79   (feet)  ADJUSTED  
 LM0012  ___________________________________________________________________
 LM0012  GEOID HEIGHT-         -11.27  (meters)                     GEOID03
 LM0012  DYNAMIC HT  -        2541.773 (meters)    8339.13  (feet)  COMP
 LM0012  MODELED GRAV-     979,495.7   (mgal)                       NAVD 88
 LM0012
 LM0012  VERT ORDER  -  FIRST     CLASS II
 LM0012
 LM0012.The horizontal coordinates were scaled from a topographic map and have
 LM0012.an estimated accuracy of +/- 6 seconds.
 LM0012
 LM0012.The orthometric height was determined by differential leveling
 LM0012.and adjusted by the National Geodetic Survey in June 1991..
 LM0012
 LM0012.The geoid height was determined by GEOID03.
 LM0012
 LM0012.The dynamic height is computed by dividing the NAVD 88
 LM0012.geopotential number by the normal gravity value computed on the
 LM0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0012.degrees latitude (g = 980.6199 gals.).
 LM0012
 LM0012.The modeled gravity was interpolated from observed gravity values.
 LM0012
 LM0012;                    North         East    Units  Estimated Accuracy
 LM0012;SPC CO N     -   481,540.      852,370.      MT  (+/- 180 meters Scaled)
 LM0012
 LM0012                          SUPERSEDED SURVEY CONTROL
 LM0012
 LM0012  NGVD 29 (??/??/92) 2543.008  (m)         8343.19   (f) ADJ UNCH    1 2
 LM0012
 LM0012.Superseded values are not recommended for survey control.
 LM0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0012.See file dsdata.txt to determine how the superseded data were derived.
 LM0012
 LM0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF958309(NAD 83)
 LM0012_MARKER: DB = BENCH MARK DISK
 LM0012_SETTING: 66 = SET IN ROCK OUTCROP
 LM0012_SP_SET: ROCK CUT
 LM0012_STAMPING: F 43 1934
 LM0012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LM0012+STABILITY: POSITION/ELEVATION WELL
 LM0012
 LM0012  HISTORY     - Date     Condition        Report By
 LM0012  HISTORY     - 1934     MONUMENTED       CGS
 LM0012  HISTORY     - 1956     GOOD             NGS
 LM0012
 LM0012                          STATION DESCRIPTION
 LM0012
 LM0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LM0012'0.7 MI S FROM KINGS CANYON.
 LM0012'0.7 MILE SOUTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC RAILROAD
 LM0012'FROM THE STATION SIGN AT KINGS CANYON, 10 POLES SOUTH OF MILEPOST 74,
 LM0012'10 FEET EAST OF THE EAST RAIL, 5 FEET ABOVE THE TOP OF THE RAILS, SET
 LM0012'VERTICALLY IN THE SIDE OF A ROCK CUT, IN THE NORTHWEST 1/4 OF SECTION
 LM0012'23, TOWNSHIP 11 NORTH, RANGE 79 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0956 ***********************************************************************
 JK0956  DESIGNATION -  F 430
 JK0956  PID         -  JK0956
 JK0956  STATE/COUNTY-  CO/FREMONT
 JK0956  USGS QUAD   -  FLORENCE (1975)
 JK0956
 JK0956                         *CURRENT SURVEY CONTROL
 JK0956  ___________________________________________________________________
 JK0956* NAD 83(1986)-  38 25 58.     (N)    105 05 46.     (W)     SCALED    
 JK0956* NAVD 88     -      1626.532  (meters)    5336.38   (feet)  ADJUSTED  
 JK0956  ___________________________________________________________________
 JK0956  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 JK0956  DYNAMIC HT  -        1624.764 (meters)    5330.58  (feet)  COMP
 JK0956  MODELED GRAV-     979,485.5   (mgal)                       NAVD 88
 JK0956
 JK0956  VERT ORDER  -  FIRST     CLASS II
 JK0956
 JK0956.The horizontal coordinates were scaled from a topographic map and have
 JK0956.an estimated accuracy of +/- 6 seconds.
 JK0956
 JK0956.The orthometric height was determined by differential leveling
 JK0956.and adjusted by the National Geodetic Survey in June 1991..
 JK0956
 JK0956.The geoid height was determined by GEOID03.
 JK0956
 JK0956.The dynamic height is computed by dividing the NAVD 88
 JK0956.geopotential number by the normal gravity value computed on the
 JK0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0956.degrees latitude (g = 980.6199 gals.).
 JK0956
 JK0956.The modeled gravity was interpolated from observed gravity values.
 JK0956
 JK0956;                    North         East    Units  Estimated Accuracy
 JK0956;SPC CO C     -   371,420.      949,670.      MT  (+/- 180 meters Scaled)
 JK0956
 JK0956                          SUPERSEDED SURVEY CONTROL
 JK0956
 JK0956.No superseded survey control is available for this station.
 JK0956
 JK0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC916538(NAD 83)
 JK0956_MARKER: DB = BENCH MARK DISK
 JK0956_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JK0956_SP_SET: BRIDGE ABUTMENT
 JK0956_STAMPING: F 430 1984
 JK0956_MARK LOGO: NGS   
 JK0956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0956
 JK0956  HISTORY     - Date     Condition        Report By
 JK0956  HISTORY     - 1984     MONUMENTED       NGS
 JK0956
 JK0956                          STATION DESCRIPTION
 JK0956
 JK0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0956'13.0 KM (8.1 MI) EAST FROM CANON CITY.
 JK0956'13.0 KM (8.1 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JK0956'WITH STATE HIGHWAY 115 IN CANON CITY, IN TOP OF AND 0.3 M (1.0 FT)
 JK0956'NORTH OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE WEST
 JK0956'BOUND HIGHWAY BRIDGE SPANNING EIGHT MILE CREEK, 1.7 KM (1.05 MI) EAST
 JK0956'OF THE INTERSECTION OF STATE HIGHWAY 67, AND 7.3 M (24.0 FT) SOUTH OF
 JK0956'THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY.
 JK0956'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0950 ***********************************************************************
 JK0950  DESIGNATION -  F 431
 JK0950  PID         -  JK0950
 JK0950  STATE/COUNTY-  CO/FREMONT
 JK0950  USGS QUAD   -  ROYAL GORGE (1994)
 JK0950
 JK0950                         *CURRENT SURVEY CONTROL
 JK0950  ___________________________________________________________________
 JK0950* NAD 83(1986)-  38 27 45.     (N)    105 15 13.     (W)     SCALED    
 JK0950* NAVD 88     -      1703.299  (meters)    5588.24   (feet)  ADJUSTED  
 JK0950  ___________________________________________________________________
 JK0950  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 JK0950  DYNAMIC HT  -        1701.433 (meters)    5582.12  (feet)  COMP
 JK0950  MODELED GRAV-     979,473.6   (mgal)                       NAVD 88
 JK0950
 JK0950  VERT ORDER  -  FIRST     CLASS II
 JK0950
 JK0950.The horizontal coordinates were scaled from a topographic map and have
 JK0950.an estimated accuracy of +/- 6 seconds.
 JK0950
 JK0950.The orthometric height was determined by differential leveling
 JK0950.and adjusted by the National Geodetic Survey in June 1991..
 JK0950
 JK0950.The geoid height was determined by GEOID03.
 JK0950
 JK0950.The dynamic height is computed by dividing the NAVD 88
 JK0950.geopotential number by the normal gravity value computed on the
 JK0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0950.degrees latitude (g = 980.6199 gals.).
 JK0950
 JK0950.The modeled gravity was interpolated from observed gravity values.
 JK0950
 JK0950;                    North         East    Units  Estimated Accuracy
 JK0950;SPC CO C     -   374,670.      935,910.      MT  (+/- 180 meters Scaled)
 JK0950
 JK0950                          SUPERSEDED SURVEY CONTROL
 JK0950
 JK0950.No superseded survey control is available for this station.
 JK0950
 JK0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC778571(NAD 83)
 JK0950_MARKER: DB = BENCH MARK DISK
 JK0950_SETTING: 66 = SET IN ROCK OUTCROP
 JK0950_SP_SET: ROCK OUTCROP
 JK0950_STAMPING: F 431 1984
 JK0950_MARK LOGO: NGS   
 JK0950_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0950+STABILITY: POSITION/ELEVATION WELL
 JK0950
 JK0950  HISTORY     - Date     Condition        Report By
 JK0950  HISTORY     - 1984     MONUMENTED       NGS
 JK0950
 JK0950                          STATION DESCRIPTION
 JK0950
 JK0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0950'5.0 KM (3.1 MI) WEST FROM CANON CITY.
 JK0950'5.0 KM (3.1 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JK0950'WITH STATE HIGHWAY 115 IN CANON CITY, 1.2 KM (0.75 MI) SOUTH OF THE
 JK0950'INTERSECTION OF SKYLIN DRIVE, 0.4 KM (0.25 MI) NORTH OF MILEPOST 276,
 JK0950'NEAR THE CENTER OF AN EXPOSED AREA OF BEDROCK, 143.0 (469.2 FT) NORTH
 JK0950'OF THE SOUTH END OF THE CUT, AND 9.2 M (30.2 FT) OF THE CENTERLINE OF
 JK0950'THE NORTH BOUND LANES OF THE HIGHWAY.
 JK0950'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JK0950'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0217 ***********************************************************************
 HJ0217  DESIGNATION -  F 432
 HJ0217  PID         -  HJ0217
 HJ0217  STATE/COUNTY-  CO/OTERO
 HJ0217  USGS QUAD   -  LA JUNTA (1984)
 HJ0217
 HJ0217                         *CURRENT SURVEY CONTROL
 HJ0217  ___________________________________________________________________
 HJ0217* NAD 83(1986)-  37 59 32.     (N)    103 31 57.     (W)     SCALED    
 HJ0217* NAVD 88     -      1240.185  (meters)    4068.84   (feet)  ADJUSTED  
 HJ0217  ___________________________________________________________________
 HJ0217  GEOID HEIGHT-         -22.01  (meters)                     GEOID03
 HJ0217  DYNAMIC HT  -        1238.933 (meters)    4064.73  (feet)  COMP
 HJ0217  MODELED GRAV-     979,577.8   (mgal)                       NAVD 88
 HJ0217
 HJ0217  VERT ORDER  -  FIRST     CLASS II
 HJ0217
 HJ0217.The horizontal coordinates were scaled from a topographic map and have
 HJ0217.an estimated accuracy of +/- 6 seconds.
 HJ0217
 HJ0217.The orthometric height was determined by differential leveling
 HJ0217.and adjusted by the National Geodetic Survey in June 1991..
 HJ0217
 HJ0217.The geoid height was determined by GEOID03.
 HJ0217
 HJ0217.The dynamic height is computed by dividing the NAVD 88
 HJ0217.geopotential number by the normal gravity value computed on the
 HJ0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0217.degrees latitude (g = 980.6199 gals.).
 HJ0217
 HJ0217.The modeled gravity was interpolated from observed gravity values.
 HJ0217
 HJ0217;                    North         East    Units  Estimated Accuracy
 HJ0217;SPC CO S     -   453,740.    1,087,210.      MT  (+/- 180 meters Scaled)
 HJ0217
 HJ0217                          SUPERSEDED SURVEY CONTROL
 HJ0217
 HJ0217.No superseded survey control is available for this station.
 HJ0217
 HJ0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC288059(NAD 83)
 HJ0217_MARKER: DB = BENCH MARK DISK
 HJ0217_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HJ0217_SP_SET: BRIDGE ABUTMENT
 HJ0217_STAMPING: F 432 1985
 HJ0217_MARK LOGO: NGS   
 HJ0217_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HJ0217+STABILITY: POSITION/ELEVATION WELL
 HJ0217
 HJ0217  HISTORY     - Date     Condition        Report By
 HJ0217  HISTORY     - 1985     MONUMENTED       NGS
 HJ0217
 HJ0217                          STATION DESCRIPTION
 HJ0217
 HJ0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HJ0217'IN LA JUNTA.
 HJ0217'IN LA JUNTA, AT THE INTERSECTION OF STATE HIGHWAY 109 AND THE ARKANSAS
 HJ0217'RIVER, IN TOP OF AND 0.3 M (1.0 FT) SOUTHEAST OF THE NORTHWEST END OF
 HJ0217'THE NORTHEAST CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE SPANNING THE
 HJ0217'RIVER, 87.0 M (285.0 FT) NORTHEAST OF THE CENTER OF THE RIVER, AND 6.2
 HJ0217'M (20.3 FT) NORTHWEST OF THE CENTER OF THE HIGHWAY.
 HJ0217'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0671 ***********************************************************************
 JJ0671  DESIGNATION -  F 433
 JJ0671  PID         -  JJ0671
 JJ0671  STATE/COUNTY-  CO/BENT
 JJ0671  USGS QUAD   -  HASTY (1979)
 JJ0671
 JJ0671                         *CURRENT SURVEY CONTROL
 JJ0671  ___________________________________________________________________
 JJ0671* NAD 83(1986)-  38 02 49.     (N)    102 57 58.     (W)     SCALED    
 JJ0671* NAVD 88     -      1182.385  (meters)    3879.21   (feet)  ADJUSTED  
 JJ0671  ___________________________________________________________________
 JJ0671  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 JJ0671  DYNAMIC HT  -        1181.243 (meters)    3875.46  (feet)  COMP
 JJ0671  MODELED GRAV-     979,622.6   (mgal)                       NAVD 88
 JJ0671
 JJ0671  VERT ORDER  -  FIRST     CLASS II
 JJ0671
 JJ0671.The horizontal coordinates were scaled from a topographic map and have
 JJ0671.an estimated accuracy of +/- 6 seconds.
 JJ0671
 JJ0671.The orthometric height was determined by differential leveling
 JJ0671.and adjusted by the National Geodetic Survey in June 1991..
 JJ0671
 JJ0671.The geoid height was determined by GEOID03.
 JJ0671
 JJ0671.The dynamic height is computed by dividing the NAVD 88
 JJ0671.geopotential number by the normal gravity value computed on the
 JJ0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0671.degrees latitude (g = 980.6199 gals.).
 JJ0671
 JJ0671.The modeled gravity was interpolated from observed gravity values.
 JJ0671
 JJ0671;                    North         East    Units  Estimated Accuracy
 JJ0671;SPC CO S     -   461,010.    1,136,780.      MT  (+/- 180 meters Scaled)
 JJ0671
 JJ0671                          SUPERSEDED SURVEY CONTROL
 JJ0671
 JJ0671.No superseded survey control is available for this station.
 JJ0671
 JJ0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC784129(NAD 83)
 JJ0671_MARKER: DB = BENCH MARK DISK
 JJ0671_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JJ0671_SP_SET: WELL HEAD
 JJ0671_STAMPING: F 433 1985
 JJ0671_MARK LOGO: NGS   
 JJ0671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0671
 JJ0671  HISTORY     - Date     Condition        Report By
 JJ0671  HISTORY     - 1985     MONUMENTED       NGS
 JJ0671
 JJ0671                          STATION DESCRIPTION
 JJ0671
 JJ0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JJ0671'23.8 KM (14.8 MI) EAST FROM LAS ANIMAS.
 JJ0671'23.8 KM (14.8 MI) EASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 JJ0671'COURTHOUSE IN LAS ANIMAS, IN THE SOUTHEAST CORNER OF THE CONCRETE
 JJ0671'FOUNDATION OF AN ABANDONED WELL, 0.3 KM (0.2 MI) WEST OF THE
 JJ0671'INTERSECTION OF A DIRT ROAD LEADING SOUTH, AND 27.1 M (88.9 FT) SOUTH
 JJ0671'OF THE NEAR RAIL.
 JJ0671'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JJ0671'THE MARK IS 0.5 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0875 ***********************************************************************
 JK0875  DESIGNATION -  F 434
 JK0875  PID         -  JK0875
 JK0875  STATE/COUNTY-  CO/OTERO
 JK0875  USGS QUAD   -  FOWLER (1960)
 JK0875
 JK0875                         *CURRENT SURVEY CONTROL
 JK0875  ___________________________________________________________________
 JK0875* NAD 83(1986)-  38 08 10.     (N)    104 02 29.     (W)     SCALED    
 JK0875* NAVD 88     -      1323.648  (meters)    4342.67   (feet)  ADJUSTED  
 JK0875  ___________________________________________________________________
 JK0875  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 JK0875  DYNAMIC HT  -        1322.307 (meters)    4338.27  (feet)  COMP
 JK0875  MODELED GRAV-     979,570.2   (mgal)                       NAVD 88
 JK0875
 JK0875  VERT ORDER  -  FIRST     CLASS II
 JK0875
 JK0875.The horizontal coordinates were scaled from a topographic map and have
 JK0875.an estimated accuracy of +/- 6 seconds.
 JK0875
 JK0875.The orthometric height was determined by differential leveling
 JK0875.and adjusted by the National Geodetic Survey in June 1991..
 JK0875
 JK0875.The geoid height was determined by GEOID03.
 JK0875
 JK0875.The dynamic height is computed by dividing the NAVD 88
 JK0875.geopotential number by the normal gravity value computed on the
 JK0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0875.degrees latitude (g = 980.6199 gals.).
 JK0875
 JK0875.The modeled gravity was interpolated from observed gravity values.
 JK0875
 JK0875;                    North         East    Units  Estimated Accuracy
 JK0875;SPC CO S     -   468,890.    1,042,270.      MT  (+/- 180 meters Scaled)
 JK0875
 JK0875                          SUPERSEDED SURVEY CONTROL
 JK0875
 JK0875.No superseded survey control is available for this station.
 JK0875
 JK0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC840213(NAD 83)
 JK0875_MARKER: I = METAL ROD
 JK0875_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK0875_SP_SET: STAINLESS STEEL ROD
 JK0875_STAMPING: F 434 1985
 JK0875_MARK LOGO: NGS   
 JK0875_PROJECTION: FLUSH
 JK0875_MAGNETIC: I = MARKER IS A STEEL ROD
 JK0875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0875_ROD/PIPE-DEPTH: 7.6  meters
 JK0875
 JK0875  HISTORY     - Date     Condition        Report By
 JK0875  HISTORY     - 1985     MONUMENTED       NGS
 JK0875  HISTORY     - 19931215 GOOD             NGS
 JK0875
 JK0875                          STATION DESCRIPTION
 JK0875
 JK0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JK0875'30.1 KM (18.7 MI) WEST FROM ROCKY FORD.
 JK0875'30.1 KM (18.7 MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 JK0875'STATION IN ROCKY FORD, 24.0 M (78.7 FT) NORTHWEST OF THE EXTENDED
 JK0875'CENTER OF COUNTY ROAD 2, 15.0 M (49.2 FT) SOUTHWEST OF THE NEAR RAIL,
 JK0875'9.7 M (31.8 FT) NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 50, AND
 JK0875'1.3 M (4.3 FT) NORTHWEST OF A UTILITY POLE WITH 5 GUY WIRES.
 JK0875'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JK0875'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 JK0875'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JK0875
 JK0875                          STATION RECOVERY (1993)
 JK0875
 JK0875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RSC)
 JK0875'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0228 ***********************************************************************
 HJ0228  DESIGNATION -  F 435
 HJ0228  PID         -  HJ0228
 HJ0228  STATE/COUNTY-  CO/BACA
 HJ0228  USGS QUAD   -  CAMPO NE (1978)
 HJ0228
 HJ0228                         *CURRENT SURVEY CONTROL
 HJ0228  ___________________________________________________________________
 HJ0228* NAD 83(1992)-  37 08 56.46490(N)    102 36 56.47698(W)     ADJUSTED  
 HJ0228* NAVD 88     -      1339.340  (meters)    4394.15   (feet)  ADJUSTED  
 HJ0228  ___________________________________________________________________
 HJ0228  X           -  -1,111,943.352 (meters)                     COMP
 HJ0228  Y           -  -4,968,158.406 (meters)                     COMP
 HJ0228  Z           -   3,831,382.682 (meters)                     COMP
 HJ0228  LAPLACE CORR-          -5.06  (seconds)                    DEFLEC99
 HJ0228  ELLIP HEIGHT-        1316.04  (meters)          (12/03/02) GPS OBS
 HJ0228  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 HJ0228  DYNAMIC HT  -        1337.886 (meters)    4389.38  (feet)  COMP
 HJ0228  MODELED GRAV-     979,498.4   (mgal)                       NAVD 88
 HJ0228
 HJ0228  HORZ ORDER  -  FIRST
 HJ0228  VERT ORDER  -  FIRST     CLASS II
 HJ0228  ELLP ORDER  -  FOURTH    CLASS II
 HJ0228
 HJ0228.The horizontal coordinates were established by GPS observations
 HJ0228.and adjusted by the National Geodetic Survey in August 1994..
 HJ0228
 HJ0228.The orthometric height was determined by differential leveling
 HJ0228.and adjusted by the National Geodetic Survey in June 1991..
 HJ0228
 HJ0228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HJ0228
 HJ0228.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0228
 HJ0228.The ellipsoidal height was determined by GPS observations
 HJ0228.and is referenced to NAD 83.
 HJ0228
 HJ0228.The geoid height was determined by GEOID03.
 HJ0228
 HJ0228.The dynamic height is computed by dividing the NAVD 88
 HJ0228.geopotential number by the normal gravity value computed on the
 HJ0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0228.degrees latitude (g = 980.6199 gals.).
 HJ0228
 HJ0228.The modeled gravity was interpolated from observed gravity values.
 HJ0228
 HJ0228;                    North         East     Units Scale Factor Converg.
 HJ0228;SPC CO S     -   362,289.923 1,170,600.844   MT  1.00001637   +1 46 09.0
 HJ0228;SPC CO S     - 1,188,612.86  3,840,546.27   sFT  1.00001637   +1 46 09.0
 HJ0228;UTM  13      - 4,114,065.170   711,748.671   MT  1.00015237   +1 26 25.4
 HJ0228
 HJ0228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0228!SPC CO S     -   0.99979352  x   1.00001637  =   0.99980988
 HJ0228!UTM  13      -   0.99979352  x   1.00015237  =   0.99994586
 HJ0228
 HJ0228                          SUPERSEDED SURVEY CONTROL
 HJ0228
 HJ0228  ELLIP H (08/11/94) 1316.06   (m)                       GP(       ) 3 2
 HJ0228
 HJ0228.Superseded values are not recommended for survey control.
 HJ0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0228.See file dsdata.txt to determine how the superseded data were derived.
 HJ0228
 HJ0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB1174914065(NAD 83)
 HJ0228_MARKER: I = METAL ROD
 HJ0228_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HJ0228_SP_SET: STAINLESS STEEL ROD
 HJ0228_STAMPING: F 435 1985
 HJ0228_MARK LOGO: NGS   
 HJ0228_PROJECTION: FLUSH
 HJ0228_MAGNETIC: N = NO MAGNETIC MATERIAL
 HJ0228_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HJ0228+STABILITY: POSITION/ELEVATION WELL
 HJ0228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HJ0228+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1994
 HJ0228_ROD/PIPE-DEPTH: 4.3  meters
 HJ0228
 HJ0228  HISTORY     - Date     Condition        Report By
 HJ0228  HISTORY     - 1985     MONUMENTED       NGS
 HJ0228  HISTORY     - 19931208 GOOD
 HJ0228  HISTORY     - 19940207 GOOD             CODOT
 HJ0228
 HJ0228                          STATION DESCRIPTION
 HJ0228
 HJ0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HJ0228'28.6 KM (17.8 MI) SOUTH FROM SPRINGFIELD.
 HJ0228'28.6 KM (17.8 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 HJ0228'IN SPRINGFIELD, IN THE NORTHWEST ANGLE OF A CROSSROAD, 42.1 M
 HJ0228'(138.1 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 37.4 M (122.7 FT)
 HJ0228'SOUTH OF A UTILITY POLE, 25.0 M (82.0 FT) NORTH OF THE CENTER OF
 HJ0228'COUNTY ROAD M, AND 11.9 M (39.0 FT) NORTH OF A FENCE CORNER.
 HJ0228'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HJ0228'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 HJ0228'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 HJ0228
 HJ0228                          STATION RECOVERY (1993)
 HJ0228
 HJ0228'RECOVERED 1993
 HJ0228'RECOVERED IN GOOD CONDITION.
 HJ0228
 HJ0228                          STATION RECOVERY (1994)
 HJ0228
 HJ0228'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1994
 HJ0228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0257 ***********************************************************************
 HJ0257  DESIGNATION -  F 436
 HJ0257  PID         -  HJ0257
 HJ0257  STATE/COUNTY-  CO/PROWERS
 HJ0257  USGS QUAD   -  TWO BUTTES RESERVOIR (1971)
 HJ0257
 HJ0257                         *CURRENT SURVEY CONTROL
 HJ0257  ___________________________________________________________________
 HJ0257* NAD 83(1986)-  37 38 48.     (N)    102 37 13.     (W)     SCALED    
 HJ0257* NAVD 88     -      1313.810  (meters)    4310.39   (feet)  ADJUSTED  
 HJ0257  ___________________________________________________________________
 HJ0257  GEOID HEIGHT-         -22.96  (meters)                     GEOID03
 HJ0257  DYNAMIC HT  -        1312.461 (meters)    4305.97  (feet)  COMP
 HJ0257  MODELED GRAV-     979,557.7   (mgal)                       NAVD 88
 HJ0257
 HJ0257  VERT ORDER  -  FIRST     CLASS II
 HJ0257
 HJ0257.The horizontal coordinates were scaled from a topographic map and have
 HJ0257.an estimated accuracy of +/- 6 seconds.
 HJ0257
 HJ0257.The orthometric height was determined by differential leveling
 HJ0257.and adjusted by the National Geodetic Survey in June 1991..
 HJ0257
 HJ0257.The geoid height was determined by GEOID03.
 HJ0257
 HJ0257.The dynamic height is computed by dividing the NAVD 88
 HJ0257.geopotential number by the normal gravity value computed on the
 HJ0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0257.degrees latitude (g = 980.6199 gals.).
 HJ0257
 HJ0257.The modeled gravity was interpolated from observed gravity values.
 HJ0257
 HJ0257;                    North         East    Units  Estimated Accuracy
 HJ0257;SPC CO S     -   417,480.    1,168,490.      MT  (+/- 180 meters Scaled)
 HJ0257
 HJ0257                          SUPERSEDED SURVEY CONTROL
 HJ0257
 HJ0257.No superseded survey control is available for this station.
 HJ0257
 HJ0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB099692(NAD 83)
 HJ0257_MARKER: DB = BENCH MARK DISK
 HJ0257_SETTING: 66 = SET IN ROCK OUTCROP
 HJ0257_SP_SET: ROCK OUTCROP
 HJ0257_STAMPING: F 436 1985
 HJ0257_MARK LOGO: NGS   
 HJ0257_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HJ0257+STABILITY: POSITION/ELEVATION WELL
 HJ0257
 HJ0257  HISTORY     - Date     Condition        Report By
 HJ0257  HISTORY     - 1985     MONUMENTED       NGS
 HJ0257
 HJ0257                          STATION DESCRIPTION
 HJ0257
 HJ0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HJ0257'26.7 KM (16.6 MI) NORTH FROM SPRINGFIELD.
 HJ0257'26.7 KM (16.6 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 HJ0257'IN SPRINGFIELD, 0.6 KM (0.35 MI) NORTH OF A HIGHWAY BRIDGE OVER TWO
 HJ0257'BUTTE CREEK, 0.1 KM (0.05 MI) SOUTH OF MILEPOST 47 THE CENTER OF THE
 HJ0257'NORTH SIDE OF THE WESTERN 1/4 OF A 30 BY 160 FOOT EXPOSED AREA OF
 HJ0257'OUTCROPPING BEDROCK, 37.5 M (123.0 FT) EAST OF THE CENTERLINE OF THE
 HJ0257'HIGHWAY, 33.8 M (110.9 FT) SOUTH-SOUTHEAST OF THE CENTER OF A GATE AND
 HJ0257'FIELD ENTRANCE, AND 14.4 M (47.2 FT) EAST OF A FENCE.
 HJ0257'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 HJ0257'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0405 ***********************************************************************
 HL0405  DESIGNATION -  F 437
 HL0405  PID         -  HL0405
 HL0405  STATE/COUNTY-  CO/SAN JUAN
 HL0405  USGS QUAD   -  ENGINEER MOUNTAIN (1975)
 HL0405
 HL0405                         *CURRENT SURVEY CONTROL
 HL0405  ___________________________________________________________________
 HL0405* NAD 83(1986)-  37 43 06.     (N)    107 45 23.     (W)     SCALED    
 HL0405* NAVD 88     -      3010.792  (meters)    9877.91   (feet)  ADJUSTED  
 HL0405  ___________________________________________________________________
 HL0405  GEOID HEIGHT-         -15.75  (meters)                     GEOID03
 HL0405  DYNAMIC HT  -        3006.432 (meters)    9863.60  (feet)  COMP
 HL0405  MODELED GRAV-     979,072.3   (mgal)                       NAVD 88
 HL0405
 HL0405  VERT ORDER  -  FIRST     CLASS II
 HL0405
 HL0405.The horizontal coordinates were scaled from a topographic map and have
 HL0405.an estimated accuracy of +/- 6 seconds.
 HL0405
 HL0405.The orthometric height was determined by differential leveling
 HL0405.and adjusted by the National Geodetic Survey in June 1991..
 HL0405
 HL0405.The geoid height was determined by GEOID03.
 HL0405
 HL0405.The dynamic height is computed by dividing the NAVD 88
 HL0405.geopotential number by the normal gravity value computed on the
 HL0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0405.degrees latitude (g = 980.6199 gals.).
 HL0405
 HL0405.The modeled gravity was interpolated from observed gravity values.
 HL0405
 HL0405;                    North         East    Units  Estimated Accuracy
 HL0405;SPC CO S     -   423,920.      715,490.      MT  (+/- 180 meters Scaled)
 HL0405
 HL0405                          SUPERSEDED SURVEY CONTROL
 HL0405
 HL0405.No superseded survey control is available for this station.
 HL0405
 HL0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB570781(NAD 83)
 HL0405_MARKER: DB = BENCH MARK DISK
 HL0405_SETTING: 66 = SET IN ROCK OUTCROP
 HL0405_SP_SET: ROCK OUTCROP
 HL0405_STAMPING: F 437 1985
 HL0405_MARK LOGO: NGS   
 HL0405_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0405+STABILITY: POSITION/ELEVATION WELL
 HL0405
 HL0405  HISTORY     - Date     Condition        Report By
 HL0405  HISTORY     - 1985     MONUMENTED       NGS
 HL0405  HISTORY     - 19910708 GOOD             USPSQD
 HL0405
 HL0405                          STATION DESCRIPTION
 HL0405
 HL0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0405'17.9 KM (11.1 MI) SOUTH FROM SILVERTON.
 HL0405'17.9 KM (11.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 HL0405'WITH STATE HIGHWAY 110 IN SILVERTON, SET VERTICALLY IN A LARGE EXPOSED
 HL0405'AREA OF BEDROCK IN A HIGHWAY CUT, 4.1 KM (2.55 MI) NORTHEAST OF THE
 HL0405'SUMMIT OF COAL BANK PASS, 21.0 M (68.9 FT) SOUTH OF THE NORTH END OF
 HL0405'THE CUT, AND 10.4 M (34.1 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 HL0405'THE MARK IS 2.8 METERS  N FROM  A WITNESS POST
 HL0405'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
 HL0405
 HL0405                          STATION RECOVERY (1991)
 HL0405
 HL0405'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0371 ***********************************************************************
 HL0371  DESIGNATION -  F 438
 HL0371  PID         -  HL0371
 HL0371  STATE/COUNTY-  CO/LA PLATA
 HL0371  USGS QUAD   -  HERMOSA (1963)
 HL0371
 HL0371                         *CURRENT SURVEY CONTROL
 HL0371  ___________________________________________________________________
 HL0371* NAD 83(1986)-  37 26 38.     (N)    107 48 26.     (W)     SCALED    
 HL0371* NAVD 88     -      2065.396  (meters)    6776.22   (feet)  ADJUSTED  
 HL0371  ___________________________________________________________________
 HL0371  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 HL0371  DYNAMIC HT  -        2062.717 (meters)    6767.43  (feet)  COMP
 HL0371  MODELED GRAV-     979,260.5   (mgal)                       NAVD 88
 HL0371
 HL0371  VERT ORDER  -  FIRST     CLASS II
 HL0371
 HL0371.The horizontal coordinates were scaled from a topographic map and have
 HL0371.an estimated accuracy of +/- 6 seconds.
 HL0371
 HL0371.The orthometric height was determined by differential leveling
 HL0371.and adjusted by the National Geodetic Survey in June 1991..
 HL0371
 HL0371.The geoid height was determined by GEOID03.
 HL0371
 HL0371.The dynamic height is computed by dividing the NAVD 88
 HL0371.geopotential number by the normal gravity value computed on the
 HL0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0371.degrees latitude (g = 980.6199 gals.).
 HL0371
 HL0371.The modeled gravity was interpolated from observed gravity values.
 HL0371
 HL0371;                    North         East    Units  Estimated Accuracy
 HL0371;SPC CO S     -   393,580.      710,260.      MT  (+/- 180 meters Scaled)
 HL0371
 HL0371                          SUPERSEDED SURVEY CONTROL
 HL0371
 HL0371.No superseded survey control is available for this station.
 HL0371
 HL0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB516478(NAD 83)
 HL0371_MARKER: I = METAL ROD
 HL0371_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HL0371_SP_SET: STAINLESS STEEL ROD
 HL0371_STAMPING: F 438 1985
 HL0371_MARK LOGO: NGS   
 HL0371_PROJECTION: FLUSH
 HL0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0371_ROD/PIPE-DEPTH: 5.8  meters
 HL0371
 HL0371  HISTORY     - Date     Condition        Report By
 HL0371  HISTORY     - 1985     MONUMENTED       NGS
 HL0371
 HL0371                          STATION DESCRIPTION
 HL0371
 HL0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0371'17.1 KM (10.6 MI) NORTH FROM DURANGO.
 HL0371'17.1 KM (10.6 MI) NORTHERLY ALONG U.S. HIGHWAY 550 FROM THE DURANGO
 HL0371'COMMUNITY HOSPITAL IN DURANGO, 92.5 M (303.4 FT) NORTH OF THE CENTER
 HL0371'OF A PAVED ROAD LEADING NORTH, 30.8 M (101.0 FT) EAST OF THE
 HL0371'CENTERLINE OF THE HIGHWAY, 28.7 M (94.2 FT) NORTHEAST OF A HIGHWAY
 HL0371'SIGN (ICY ROAD), 19.2 M (63.0 FT) WEST OF THE CENTERLINE OF A PAVED
 HL0371'ROAD, AND 1.2 M (3.9 FT) NORTH OF A FENCE CORNER.  NOTE--ACCESS TO
 HL0371'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HL0371'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 HL0371'THE MARK IS 2.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0442 ***********************************************************************
 HL0442  DESIGNATION -  F 439
 HL0442  PID         -  HL0442
 HL0442  STATE/COUNTY-  CO/OURAY
 HL0442  USGS QUAD   -  IRONTON (1972)
 HL0442
 HL0442                         *CURRENT SURVEY CONTROL
 HL0442  ___________________________________________________________________
 HL0442* NAD 83(1986)-  37 55 16.     (N)    107 42 03.     (W)     SCALED    
 HL0442* NAVD 88     -      3174.779  (meters)   10415.92   (feet)  ADJUSTED  
 HL0442  ___________________________________________________________________
 HL0442  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 HL0442  DYNAMIC HT  -        3170.048 (meters)   10400.40  (feet)  COMP
 HL0442  MODELED GRAV-     979,023.9   (mgal)                       NAVD 88
 HL0442
 HL0442  VERT ORDER  -  FIRST     CLASS II
 HL0442
 HL0442.The horizontal coordinates were scaled from a topographic map and have
 HL0442.an estimated accuracy of +/- 6 seconds.
 HL0442
 HL0442.The orthometric height was determined by differential leveling
 HL0442.and adjusted by the National Geodetic Survey in June 1991..
 HL0442
 HL0442.The geoid height was determined by GEOID03.
 HL0442
 HL0442.The dynamic height is computed by dividing the NAVD 88
 HL0442.geopotential number by the normal gravity value computed on the
 HL0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0442.degrees latitude (g = 980.6199 gals.).
 HL0442
 HL0442.The modeled gravity was interpolated from observed gravity values.
 HL0442
 HL0442;                    North         East    Units  Estimated Accuracy
 HL0442;SPC CO S     -   446,300.      720,920.      MT  (+/- 180 meters Scaled)
 HL0442
 HL0442                          SUPERSEDED SURVEY CONTROL
 HL0442
 HL0442.No superseded survey control is available for this station.
 HL0442
 HL0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC625005(NAD 83)
 HL0442_MARKER: DB = BENCH MARK DISK
 HL0442_SETTING: 66 = SET IN ROCK OUTCROP
 HL0442_SP_SET: ROCK OUTCROP
 HL0442_STAMPING: F 439 1985
 HL0442_MARK LOGO: NGS   
 HL0442_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0442+STABILITY: POSITION/ELEVATION WELL
 HL0442
 HL0442  HISTORY     - Date     Condition        Report By
 HL0442  HISTORY     - 1985     MONUMENTED       NGS
 HL0442  HISTORY     - 19910630 GOOD             USPSQD
 HL0442
 HL0442                          STATION DESCRIPTION
 HL0442
 HL0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0442'17.1 KM (10.6 MI) SOUTH FROM OURAY.
 HL0442'17.1 KM (10.6 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM THE POST
 HL0442'OFFICE IN OURAY, 0.2 KM (0.1 MI) SOUTH OF A DIRT ROAD, SET VERTICALLY
 HL0442'IN THE NORTH FACE OF AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, AND
 HL0442'6.1 M (20.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 HL0442'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 HL0442'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 HL0442
 HL0442                          STATION RECOVERY (1991)
 HL0442
 HL0442'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0419 ***********************************************************************
 LK0419  DESIGNATION -  F 439
 LK0419  PID         -  LK0419
 LK0419  STATE/COUNTY-  CO/LOGAN
 LK0419  USGS QUAD   -  ILIFF (1951)
 LK0419
 LK0419                         *CURRENT SURVEY CONTROL
 LK0419  ___________________________________________________________________
 LK0419* NAD 83(1986)-  40 50 26.     (N)    103 06 54.     (W)     SCALED    
 LK0419* NAVD 88     -      1220.128  (meters)    4003.04   (feet)  ADJUSTED  
 LK0419  ___________________________________________________________________
 LK0419  GEOID HEIGHT-         -19.68  (meters)                     GEOID03
 LK0419  DYNAMIC HT  -        1219.252 (meters)    4000.16  (feet)  COMP
 LK0419  MODELED GRAV-     979,864.1   (mgal)                       NAVD 88
 LK0419
 LK0419  VERT ORDER  -  FIRST     CLASS II
 LK0419
 LK0419.The horizontal coordinates were scaled from a topographic map and have
 LK0419.an estimated accuracy of +/- 6 seconds.
 LK0419
 LK0419.The orthometric height was determined by differential leveling
 LK0419.and adjusted by the National Geodetic Survey in June 1991..
 LK0419
 LK0419.The geoid height was determined by GEOID03.
 LK0419
 LK0419.The dynamic height is computed by dividing the NAVD 88
 LK0419.geopotential number by the normal gravity value computed on the
 LK0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0419.degrees latitude (g = 980.6199 gals.).
 LK0419
 LK0419.The modeled gravity was interpolated from observed gravity values.
 LK0419
 LK0419;                    North         East    Units  Estimated Accuracy
 LK0419;SPC CO N     -   474,860.    1,115,530.      MT  (+/- 180 meters Scaled)
 LK0419
 LK0419                          SUPERSEDED SURVEY CONTROL
 LK0419
 LK0419.No superseded survey control is available for this station.
 LK0419
 LK0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF589227(NAD 83)
 LK0419_MARKER: I = METAL ROD
 LK0419_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0419_SP_SET: STAINLESS STEEL ROD
 LK0419_STAMPING: F 439 1985
 LK0419_MARK LOGO: NGS   
 LK0419_PROJECTION: FLUSH
 LK0419_MAGNETIC: I = MARKER IS A STEEL ROD
 LK0419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0419+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1995
 LK0419_ROD/PIPE-DEPTH: 3.7  meters
 LK0419
 LK0419  HISTORY     - Date     Condition        Report By
 LK0419  HISTORY     - 1985     MONUMENTED       NGS
 LK0419  HISTORY     - 19950209 GOOD             MSAM
 LK0419
 LK0419                          STATION DESCRIPTION
 LK0419
 LK0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LK0419'13.9 KM (8.65 MI) SOUTH FROM PEETZ.
 LK0419'0.24 KM (0.15 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE AT
 LK0419'PEETZ, THENCE 13.5 KM (8.4 MI) SOUTH ALONG STATE ROUTE 113, IN THE
 LK0419'NORTHEAST CORNER OF THE T JUNCTION OF A GRAVEL ROAD LEADING EAST, 0.68
 LK0419'KM (0.42 MI) NORTH OF MILEPOST 7, 57.9 METERS (190 FT) EAST OF THE
 LK0419'HIGHWAY CENTERLINE, 4.6 METERS (15 FT) NORTH OF THE CENTER OF THE
 LK0419'ROAD, 89.6 METERS (294 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 LK0419'BRIDGE, 7.6 METERS (25 FT) EAST OF THE EAST CORNER OF A 8 BY 10 FOOT
 LK0419'HEADWALL FOR AN IRRIGATION SIPHON AND 0.3 METER (1 FT) WEST OF A
 LK0419'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LK0419'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LK0419'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 LK0419
 LK0419                          STATION RECOVERY (1995)
 LK0419
 LK0419'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0419'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0055 ***********************************************************************
 LM0055  DESIGNATION -  F 44
 LM0055  PID         -  LM0055
 LM0055  STATE/COUNTY-  CO/JACKSON
 LM0055  USGS QUAD   -  COALMONT (1955)
 LM0055
 LM0055                         *CURRENT SURVEY CONTROL
 LM0055  ___________________________________________________________________
 LM0055* NAD 83(1986)-  40 31 22.     (N)    106 24 44.     (W)     SCALED    
 LM0055* NAVD 88     -      2503.171  (meters)    8212.49   (feet)  POSTED    
 LM0055  ___________________________________________________________________
 LM0055  GEOID HEIGHT-         -12.15  (meters)                     GEOID03
 LM0055  DYNAMIC HT  -        2500.490 (meters)    8203.69  (feet)  COMP
 LM0055  MODELED GRAV-     979,464.8   (mgal)                       NAVD 88
 LM0055
 LM0055  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LM0055
 LM0055.The horizontal coordinates were scaled from a topographic map and have
 LM0055.an estimated accuracy of +/- 6 seconds.
 LM0055
 LM0055.The orthometric height was determined by differential leveling
 LM0055.and adjusted by the National Geodetic Survey in 1992..
 LM0055.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LM0055.rate of 1.1 thru 2.0 mm/km.
 LM0055
 LM0055.The geoid height was determined by GEOID03.
 LM0055
 LM0055.The dynamic height is computed by dividing the NAVD 88
 LM0055.geopotential number by the normal gravity value computed on the
 LM0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0055.degrees latitude (g = 980.6199 gals.).
 LM0055
 LM0055.The modeled gravity was interpolated from observed gravity values.
 LM0055
 LM0055;                    North         East    Units  Estimated Accuracy
 LM0055;SPC CO N     -   437,270.      837,110.      MT  (+/- 180 meters Scaled)
 LM0055
 LM0055                          SUPERSEDED SURVEY CONTROL
 LM0055
 LM0055  NGVD 29 (??/??/92) 2501.762  (m)         8207.86   (f) ADJ UNCH    1 2
 LM0055
 LM0055.Superseded values are not recommended for survey control.
 LM0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0055.See file dsdata.txt to determine how the superseded data were derived.
 LM0055
 LM0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE803867(NAD 83)
 LM0055_MARKER: DB = BENCH MARK DISK
 LM0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0055+STABILITY: SURFACE MOTION
 LM0055
 LM0055  HISTORY     - Date     Condition        Report By
 LM0055  HISTORY     - UNK      MONUMENTED       CGS
 LM0055  HISTORY     - 1934     GOOD             NGS
 LM0055
 LM0055                          STATION DESCRIPTION
 LM0055
 LM0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LM0055'5.5 MI S FROM HEBRON.
 LM0055'LOCATED ALONG THE R. OF W. OF STATE HIGHWAY NO.14.  300 YDS. S.E. OF A
 LM0055'RANCH HOUSE ON THE WEST SIDE OF ROAD.  37 FT. EAST OF THE CENTER OF
 LM0055'HIGHWAY.  6 FT. NORTH OF FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0056 ***********************************************************************
 LM0056  DESIGNATION -  F 44 RESET
 LM0056  PID         -  LM0056
 LM0056  STATE/COUNTY-  CO/JACKSON
 LM0056  USGS QUAD   -  COALMONT (1955)
 LM0056
 LM0056                         *CURRENT SURVEY CONTROL
 LM0056  ___________________________________________________________________
 LM0056* NAD 83(1986)-  40 31 23.     (N)    106 24 45.     (W)     SCALED    
 LM0056* NAVD 88     -      2502.98   (+/-2cm)    8211.9    (feet)  VERTCON   
 LM0056  ___________________________________________________________________
 LM0056  GEOID HEIGHT-         -12.15  (meters)                     GEOID03
 LM0056
 LM0056  VERT ORDER  -  THIRD (See Below)
 LM0056
 LM0056.The horizontal coordinates were scaled from a topographic map and have
 LM0056.an estimated accuracy of +/- 6 seconds.
 LM0056
 LM0056.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0056.The vertical order pertains to the NGVD 29 superseded value.
 LM0056
 LM0056.The geoid height was determined by GEOID03.
 LM0056
 LM0056;                    North         East    Units  Estimated Accuracy
 LM0056;SPC CO N     -   437,300.      837,080.      MT  (+/- 180 meters Scaled)
 LM0056
 LM0056                          SUPERSEDED SURVEY CONTROL
 LM0056
 LM0056  NGVD 29 (??/??/??) 2501.57   (m)         8207.2    (f) RESET       3  
 LM0056
 LM0056.Superseded values are not recommended for survey control.
 LM0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0056.See file dsdata.txt to determine how the superseded data were derived.
 LM0056
 LM0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE803867(NAD 83)
 LM0056_MARKER: DB = BENCH MARK DISK
 LM0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0056_STAMPING: F 44 RESET 1951
 LM0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0056+STABILITY: SURFACE MOTION
 LM0056
 LM0056  HISTORY     - Date     Condition        Report By
 LM0056  HISTORY     - UNK      MONUMENTED       CODH
 LM0056
 LM0056                          STATION DESCRIPTION
 LM0056
 LM0056'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS UNK
 LM0056'5.5 MI S FROM HEBRON.
 LM0056'5.5 MILES SOUTH ALONG STATE HIGHWAY 14 FROM HEBRON, ABOUT 250 YARDS
 LM0056'SOUTHEAST OF A RANCHHOUSE ON THE WEST SIDE OF THE HIGHWAY, EAST OF THE
 LM0056'CENTERLINE OF THE HIGHWAY, AND SOUTH OF AN EAST-AND-WEST FENCE LINE. A
 LM0056'STANDARD DISK, STAMPED F 44 RESET 1951 AND SET IN THE TOP OF A
 LM0056'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0439 ***********************************************************************
 HL0439  DESIGNATION -  F 440
 HL0439  PID         -  HL0439
 HL0439  STATE/COUNTY-  CO/OURAY
 HL0439  USGS QUAD   -  IRONTON (1972)
 HL0439
 HL0439                         *CURRENT SURVEY CONTROL
 HL0439  ___________________________________________________________________
 HL0439* NAD 83(1986)-  37 54 30.     (N)    107 42 22.     (W)     SCALED    
 HL0439* NAVD 88     -      3321.860  (meters)   10898.47   (feet)  ADJUSTED  
 HL0439  ___________________________________________________________________
 HL0439  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 HL0439  DYNAMIC HT  -        3316.869 (meters)   10882.09  (feet)  COMP
 HL0439  MODELED GRAV-     979,005.6   (mgal)                       NAVD 88
 HL0439
 HL0439  VERT ORDER  -  FIRST     CLASS II
 HL0439
 HL0439.The horizontal coordinates were scaled from a topographic map and have
 HL0439.an estimated accuracy of +/- 6 seconds.
 HL0439
 HL0439.The orthometric height was determined by differential leveling
 HL0439.and adjusted by the National Geodetic Survey in June 1991..
 HL0439
 HL0439.The geoid height was determined by GEOID03.
 HL0439
 HL0439.The dynamic height is computed by dividing the NAVD 88
 HL0439.geopotential number by the normal gravity value computed on the
 HL0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0439.degrees latitude (g = 980.6199 gals.).
 HL0439
 HL0439.The modeled gravity was interpolated from observed gravity values.
 HL0439
 HL0439;                    North         East    Units  Estimated Accuracy
 HL0439;SPC CO S     -   444,900.      720,420.      MT  (+/- 180 meters Scaled)
 HL0439
 HL0439                          SUPERSEDED SURVEY CONTROL
 HL0439
 HL0439.No superseded survey control is available for this station.
 HL0439
 HL0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB620990(NAD 83)
 HL0439_MARKER: DB = BENCH MARK DISK
 HL0439_SETTING: 66 = SET IN ROCK OUTCROP
 HL0439_SP_SET: ROCK OUTCROP
 HL0439_STAMPING: F 440 1985
 HL0439_MARK LOGO: NGS   
 HL0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0439
 HL0439  HISTORY     - Date     Condition        Report By
 HL0439  HISTORY     - 1985     MONUMENTED       NGS
 HL0439
 HL0439                          STATION DESCRIPTION
 HL0439
 HL0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0439'17.3 KM (10.75 MI) NORT FROM SILVERTON.
 HL0439'17.3 KM (10.75 MI) NORTHERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 HL0439'WITH STATE HIGHWAY 110 IN SILVERTON, AT A HIGHWAY PULLOUT, IN AN
 HL0439'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 19.3 M (63.3 FT) SOUTHWEST
 HL0439'OF MILEPOST 80, AND 5.3 M (17.4 FT) WEST OF THE CENTERLINE OF THE
 HL0439'HIGHWAY.
 HL0439'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST
 HL0439'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0715 ***********************************************************************
 JJ0715  DESIGNATION -  F 440
 JJ0715  PID         -  JJ0715
 JJ0715  STATE/COUNTY-  CO/PROWERS
 JJ0715  USGS QUAD   -  GRANADA (1953)
 JJ0715
 JJ0715                         *CURRENT SURVEY CONTROL
 JJ0715  ___________________________________________________________________
 JJ0715* NAD 83(1986)-  38 03 52.     (N)    102 18 40.     (W)     SCALED    
 JJ0715* NAVD 88     -      1062.167  (meters)    3484.79   (feet)  ADJUSTED  
 JJ0715  ___________________________________________________________________
 JJ0715  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 JJ0715  DYNAMIC HT  -        1061.165 (meters)    3481.51  (feet)  COMP
 JJ0715  MODELED GRAV-     979,650.6   (mgal)                       NAVD 88
 JJ0715
 JJ0715  VERT ORDER  -  FIRST     CLASS II
 JJ0715
 JJ0715.The horizontal coordinates were scaled from a topographic map and have
 JJ0715.an estimated accuracy of +/- 6 seconds.
 JJ0715
 JJ0715.The orthometric height was determined by differential leveling
 JJ0715.and adjusted by the National Geodetic Survey in June 1991..
 JJ0715
 JJ0715.The geoid height was determined by GEOID03.
 JJ0715
 JJ0715.The dynamic height is computed by dividing the NAVD 88
 JJ0715.geopotential number by the normal gravity value computed on the
 JJ0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0715.degrees latitude (g = 980.6199 gals.).
 JJ0715
 JJ0715.The modeled gravity was interpolated from observed gravity values.
 JJ0715
 JJ0715;                    North         East    Units  Estimated Accuracy
 JJ0715;SPC CO S     -   464,710.    1,194,180.      MT  (+/- 180 meters Scaled)
 JJ0715
 JJ0715                          SUPERSEDED SURVEY CONTROL
 JJ0715
 JJ0715.No superseded survey control is available for this station.
 JJ0715
 JJ0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC358163(NAD 83)
 JJ0715_MARKER: I = METAL ROD
 JJ0715_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JJ0715_SP_SET: STAINLESS STEEL ROD
 JJ0715_STAMPING: F 440 1986
 JJ0715_MARK LOGO: NGS   
 JJ0715_PROJECTION: FLUSH
 JJ0715_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JJ0715+STABILITY: POSITION/ELEVATION WELL
 JJ0715_ROD/PIPE-DEPTH: 12.2 meters
 JJ0715
 JJ0715  HISTORY     - Date     Condition        Report By
 JJ0715  HISTORY     - 1986     MONUMENTED       NGS
 JJ0715
 JJ0715                          STATION DESCRIPTION
 JJ0715
 JJ0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JJ0715'IN GRANADA.
 JJ0715'IN GRANADA, AT THE MUNICIPAL WATER TANK, BETWEEN THE NORTHEAST LEG AND
 JJ0715'THE SOUTHEAST LEG, 6.1 METERS (20 FT) WEST OF THE CENTER OF A DIRT
 JJ0715'ROAD, 5.2 METERS (17 FT) SOUTH-SOUTHEAST OF THE NORTHEAST LEG, 4.5
 JJ0715'METERS (14.8 FT) NORTH OF THE SOUTHEAST LEG AND 4.5 METERS (14.8 FT)
 JJ0715'EAST OF THE CENTER OF A FEED PIPE.  NOTE--ACCESS TO DATUM POINT IS HAD
 JJ0715'THROUGH A 5-INCH LOGO CAP.  ROD SET TO ANCHORED REFUSAL.
 JJ0715'THE MARK IS ABOVE LEVEL WITH THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0395 ***********************************************************************
 HL0395  DESIGNATION -  F 441
 HL0395  PID         -  HL0395
 HL0395  STATE/COUNTY-  CO/SAN JUAN
 HL0395  USGS QUAD   -  ENGINEER MOUNTAIN (1975)
 HL0395
 HL0395                         *CURRENT SURVEY CONTROL
 HL0395  ___________________________________________________________________
 HL0395* NAD 83(1986)-  37 40 43.     (N)    107 47 43.     (W)     SCALED    
 HL0395* NAVD 88     -      2944.351  (meters)    9659.92   (feet)  ADJUSTED  
 HL0395  ___________________________________________________________________
 HL0395  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 HL0395  DYNAMIC HT  -        2940.112 (meters)    9646.02  (feet)  COMP
 HL0395  MODELED GRAV-     979,083.4   (mgal)                       NAVD 88
 HL0395
 HL0395  VERT ORDER  -  FIRST     CLASS II
 HL0395
 HL0395.The horizontal coordinates were scaled from a topographic map and have
 HL0395.an estimated accuracy of +/- 6 seconds.
 HL0395
 HL0395.The orthometric height was determined by differential leveling
 HL0395.and adjusted by the National Geodetic Survey in June 1991..
 HL0395
 HL0395.The geoid height was determined by GEOID03.
 HL0395
 HL0395.The dynamic height is computed by dividing the NAVD 88
 HL0395.geopotential number by the normal gravity value computed on the
 HL0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0395.degrees latitude (g = 980.6199 gals.).
 HL0395
 HL0395.The modeled gravity was interpolated from observed gravity values.
 HL0395
 HL0395;                    North         East    Units  Estimated Accuracy
 HL0395;SPC CO S     -   419,600.      711,960.      MT  (+/- 180 meters Scaled)
 HL0395
 HL0395                          SUPERSEDED SURVEY CONTROL
 HL0395
 HL0395.No superseded survey control is available for this station.
 HL0395
 HL0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB534738(NAD 83)
 HL0395_MARKER: DB = BENCH MARK DISK
 HL0395_SETTING: 66 = SET IN ROCK OUTCROP
 HL0395_SP_SET: ROCK OUTCROP
 HL0395_STAMPING: F 441 1985
 HL0395_MARK LOGO: NGS   
 HL0395_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0395+STABILITY: POSITION/ELEVATION WELL
 HL0395
 HL0395  HISTORY     - Date     Condition        Report By
 HL0395  HISTORY     - 1985     MONUMENTED       NGS
 HL0395  HISTORY     - 19910709 GOOD             USPSQD
 HL0395
 HL0395                          STATION DESCRIPTION
 HL0395
 HL0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0395'26.5 KM (16.45 MI) SOUT FROM SILVERTON.
 HL0395'26.5 M (16.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 HL0395'WITH STATE HIGHWAY 110 IN SILVERTON, NEAR THE SOUTH END OF A 6- BY
 HL0395'12-FOOT EXPOSED AREA OF BEDROCK AT THE EAST END OF A HIGHWAY CUT AND
 HL0395'THE WEST END OF A HIGHWAY PULLOUT, 4.6 KM (2.85 MI) SOUTH OF THE
 HL0395'SUMMIT OF COAL BANK PASS, 23.2 M (76.1 FT) SOUTHWEST OF MILEPOST 54,
 HL0395'AND 18.1 M (59.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 HL0395'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 HL0395'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
 HL0395
 HL0395                          STATION RECOVERY (1991)
 HL0395
 HL0395'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0473 ***********************************************************************
 LK0473  DESIGNATION -  F 442
 LK0473  PID         -  LK0473
 LK0473  STATE/COUNTY-  CO/LOGAN
 LK0473  USGS QUAD   -  ILIFF (1951)
 LK0473
 LK0473                         *CURRENT SURVEY CONTROL
 LK0473  ___________________________________________________________________
 LK0473* NAD 83(1986)-  40 45 07.     (N)    103 04 30.     (W)     SCALED    
 LK0473* NAVD 88     -      1170.541  (meters)    3840.35   (feet)  ADJUSTED  
 LK0473  ___________________________________________________________________
 LK0473  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 LK0473  DYNAMIC HT  -        1169.703 (meters)    3837.60  (feet)  COMP
 LK0473  MODELED GRAV-     979,868.2   (mgal)                       NAVD 88
 LK0473
 LK0473  VERT ORDER  -  FIRST     CLASS II
 LK0473
 LK0473.The horizontal coordinates were scaled from a topographic map and have
 LK0473.an estimated accuracy of +/- 6 seconds.
 LK0473
 LK0473.The orthometric height was determined by differential leveling
 LK0473.and adjusted by the National Geodetic Survey in June 1991..
 LK0473
 LK0473.The geoid height was determined by GEOID03.
 LK0473
 LK0473.The dynamic height is computed by dividing the NAVD 88
 LK0473.geopotential number by the normal gravity value computed on the
 LK0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0473.degrees latitude (g = 980.6199 gals.).
 LK0473
 LK0473.The modeled gravity was interpolated from observed gravity values.
 LK0473
 LK0473;                    North         East    Units  Estimated Accuracy
 LK0473;SPC CO N     -   465,120.    1,119,170.      MT  (+/- 180 meters Scaled)
 LK0473
 LK0473                          SUPERSEDED SURVEY CONTROL
 LK0473
 LK0473.No superseded survey control is available for this station.
 LK0473
 LK0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF625130(NAD 83)
 LK0473_MARKER: I = METAL ROD
 LK0473_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0473_SP_SET: STAINLESS STEEL ROD
 LK0473_STAMPING: F 442 1986
 LK0473_MARK LOGO: NGS   
 LK0473_PROJECTION: FLUSH
 LK0473_MAGNETIC: I = MARKER IS A STEEL ROD
 LK0473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0473+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1995
 LK0473_ROD/PIPE-DEPTH: 16.8 meters
 LK0473
 LK0473  HISTORY     - Date     Condition        Report By
 LK0473  HISTORY     - 1986     MONUMENTED       NGS
 LK0473  HISTORY     - 19950209 GOOD             MSAM
 LK0473
 LK0473                          STATION DESCRIPTION
 LK0473
 LK0473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LK0473'19.0 KM (11.8 MI) NE FROM STERLING.
 LK0473'19.0 KM (11.8 MI) NORTHEAST ALONG US HIGHWAY 138 FROM THE POST OFFICE
 LK0473'IN STERLING, AT ROAD 53 LEADING NORTH, 27.7 METERS (91 FT) NORTHWEST
 LK0473'OF THE HIGHWAY CENTERLINE, 7.9 METERS (26 FT) EAST OF THE CENTER OF
 LK0473'ROAD 53, 8.8 METERS (29 FT) NORTH OF A CORNER FENCE POST AND 0.30
 LK0473'METER (1 FT) WEST OF A FENCE LINE.  NOTE--ACCESS TO DATUM POINT IS HAD
 LK0473'THROUGH A 5-INCH LOGO CAP.
 LK0473'THE MARK IS 0.30 METERS  W FROM  A WITNESS POST
 LK0473'THE MARK IS 0.15 M ABOVE ROAD 53.
 LK0473
 LK0473                          STATION RECOVERY (1995)
 LK0473
 LK0473'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0473'THE MARK WAS RECOVERED IN GOOD CONDITION.  CHANGES TO THE DESCRIPTION
 LK0473'ARE AS FOLLOWS, 11.4 MI (18.3 KM) NORTHEAST ALONG U.  S.  HIGHWAY 138
 LK0473'FROM THE POST OFFICE IN STERLING, THE MARK IS 0.15 M (0.49 FT) BELOW
 LK0473'ROAD 53.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0442 ***********************************************************************
 LK0442  DESIGNATION -  F 443
 LK0442  PID         -  LK0442
 LK0442  STATE/COUNTY-  CO/SEDGWICK
 LK0442  USGS QUAD   -  OVID (1984)
 LK0442
 LK0442                         *CURRENT SURVEY CONTROL
 LK0442  ___________________________________________________________________
 LK0442* NAD 83(1986)-  40 57 36.     (N)    102 24 08.     (W)     SCALED    
 LK0442* NAVD 88     -      1075.677  (meters)    3529.12   (feet)  ADJUSTED  
 LK0442  ___________________________________________________________________
 LK0442  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 LK0442  DYNAMIC HT  -        1074.971 (meters)    3526.80  (feet)  COMP
 LK0442  MODELED GRAV-     979,930.6   (mgal)                       NAVD 88
 LK0442
 LK0442  VERT ORDER  -  FIRST     CLASS II
 LK0442
 LK0442.The horizontal coordinates were scaled from a topographic map and have
 LK0442.an estimated accuracy of +/- 6 seconds.
 LK0442
 LK0442.The orthometric height was determined by differential leveling
 LK0442.and adjusted by the National Geodetic Survey in June 1991..
 LK0442
 LK0442.The geoid height was determined by GEOID03.
 LK0442
 LK0442.The dynamic height is computed by dividing the NAVD 88
 LK0442.geopotential number by the normal gravity value computed on the
 LK0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0442.degrees latitude (g = 980.6199 gals.).
 LK0442
 LK0442.The modeled gravity was interpolated from observed gravity values.
 LK0442
 LK0442;                    North         East    Units  Estimated Accuracy
 LK0442;SPC CO N     -   489,980.    1,175,150.      MT  (+/- 180 meters Scaled)
 LK0442
 LK0442                          SUPERSEDED SURVEY CONTROL
 LK0442
 LK0442  NGVD 29 (02/14/92) 1075.216  (m)         3527.60   (f) ADJUSTED    1 2
 LK0442
 LK0442.Superseded values are not recommended for survey control.
 LK0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0442.See file dsdata.txt to determine how the superseded data were derived.
 LK0442
 LK0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF186375(NAD 83)
 LK0442_MARKER: I = METAL ROD
 LK0442_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0442_SP_SET: STAINLESS STEEL ROD
 LK0442_STAMPING: F 443 1986
 LK0442_MARK LOGO: NGS   
 LK0442_PROJECTION: FLUSH
 LK0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0442+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2004
 LK0442_ROD/PIPE-DEPTH: 18.9 meters
 LK0442
 LK0442  HISTORY     - Date     Condition        Report By
 LK0442  HISTORY     - 1986     MONUMENTED       NGS
 LK0442  HISTORY     - 20040604 GOOD             DREXEL
 LK0442
 LK0442                          STATION DESCRIPTION
 LK0442
 LK0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LK0442'1.2 KM (0.75 MI) WEST FROM OVID.
 LK0442'1.2 KM (0.75 MI) WEST ALONG US HIGHWAY 138 FROM THE POST OFFICE AT
 LK0442'OVID, AT ROAD 27 LEADING NORTH, 24.4 METERS (80 FT) SOUTH OF THE
 LK0442'HIGHWAY CENTERLINE, 7.3 METERS (24 FT) WEST OF THE CENTER OF THE
 LK0442'GRAVEL ROAD, 11.9 METERS (39 FT) SOUTH OF A CORNER FENCE POST AND
 LK0442'CONCRETE RIGHT OF WAY POST, 7.9 METERS (26 FT) SOUTH OF THE CENTER OF
 LK0442'A WIRE GATE LEADING TO A PASTURE AND 0.3 METER (1 FT) EAST OF A FENCE
 LK0442'LINE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LK0442'THE MARK IS 0.30 METERS  NE FROM  A WITNESS POST
 LK0442'THE MARK IS ABOVE LEVEL WITH THE GRAVEL ROAD.
 LK0442
 LK0442                          STATION RECOVERY (2004)
 LK0442
 LK0442'RECOVERY NOTE BY DREXEL BARRELL AND COMPANY ENG 2004
 LK0442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4274 ***********************************************************************
 DF4274  DESIGNATION -  F 445
 DF4274  PID         -  DF4274
 DF4274  STATE/COUNTY-  CO/JEFFERSON
 DF4274  USGS QUAD   -  MORRISON (1994)
 DF4274
 DF4274                         *CURRENT SURVEY CONTROL
 DF4274  ___________________________________________________________________
 DF4274* NAD 83(1986)-  39 41 58.     (N)    105 12 17.     (W)     SCALED    
 DF4274* NAVD 88     -      1949.399  (meters)    6395.65   (feet)  ADJUSTED  
 DF4274  ___________________________________________________________________
 DF4274  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 DF4274  DYNAMIC HT  -        1947.405 (meters)    6389.11  (feet)  COMP
 DF4274  MODELED GRAV-     979,534.3   (mgal)                       NAVD 88
 DF4274
 DF4274  VERT ORDER  -  FIRST     CLASS II
 DF4274
 DF4274.The horizontal coordinates were scaled from a topographic map and have
 DF4274.an estimated accuracy of +/- 6 seconds.
 DF4274
 DF4274.The orthometric height was determined by differential leveling
 DF4274.and adjusted by the National Geodetic Survey in November 2003..
 DF4274
 DF4274.The geoid height was determined by GEOID03.
 DF4274
 DF4274.The dynamic height is computed by dividing the NAVD 88
 DF4274.geopotential number by the normal gravity value computed on the
 DF4274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4274.degrees latitude (g = 980.6199 gals.).
 DF4274
 DF4274.The modeled gravity was interpolated from observed gravity values.
 DF4274
 DF4274;                    North         East    Units  Estimated Accuracy
 DF4274;SPC CO C     -   512,000.      939,730.      MT  (+/- 180 meters Scaled)
 DF4274
 DF4274                          SUPERSEDED SURVEY CONTROL
 DF4274
 DF4274.No superseded survey control is available for this station.
 DF4274
 DF4274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD824944(NAD 83)
 DF4274_MARKER: DV = VERTICAL CONTROL DISK
 DF4274_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF4274_SP_SET: UNDERPASS PIER
 DF4274_STAMPING: F 445 2000
 DF4274_MARK LOGO: NGS   
 DF4274_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4274_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4274+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2000
 DF4274
 DF4274  HISTORY     - Date     Condition        Report By
 DF4274  HISTORY     - 20000516 MONUMENTED       NGS
 DF4274
 DF4274                          STATION DESCRIPTION
 DF4274
 DF4274'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 DF4274'THE STATION IS LOCATED IN THE UNDERPASS FOR INTERSTATE 70, STATE
 DF4274'HIGHWAY 26 AND U.S. HIGHWAY 40 AND IS 4 MI SOUTH OF GOLDEN, IN THE
 DF4274'SOUTHEAST 1/4 OF SECTION 15, T 4 S, R 70 W, AT U. S. HIGHWAY 40
 DF4274'MILEPOST 284.45. OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION
 DF4274'RIGHT-OF-WAY.
 DF4274' 
 DF4274'TO REACH THE STATION FROM THE UNDERPASS FOR INTERSTATE 70, U. S.
 DF4274'HIGHWAY 40 AND STATE HIGHWAY 26, GO TO THE CENTER SET OF PIERS
 DF4274'FOR THE UNDERPASS AND THE STATION IN THE NORTHSIDE OF THE
 DF4274'NORTHERN MOST PIER.
 DF4274' 
 DF4274'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE NORTH SIDE
 DF4274'OF THE NORTHERN MOST CENTER PIER OF THE UNDERPASS. IT IS 1.0 M
 DF4274'ABOVE THE GROUND.
 DF4274'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4830 ***********************************************************************
 AE4830  DESIGNATION -  F 447
 AE4830  PID         -  AE4830
 AE4830  STATE/COUNTY-  CO/PROWERS
 AE4830  USGS QUAD   -  DURKEE CREEK SE (1966)
 AE4830
 AE4830                         *CURRENT SURVEY CONTROL
 AE4830  ___________________________________________________________________
 AE4830* NAD 83(1986)-  37 49 16.     (N)    102 07 02.     (W)     SCALED    
 AE4830* NAVD 88     -      1126.486  (meters)    3695.81   (feet)  ADJUSTED  
 AE4830  ___________________________________________________________________
 AE4830  GEOID HEIGHT-         -24.02  (meters)                     GEOID03
 AE4830  DYNAMIC HT  -        1125.393 (meters)    3692.23  (feet)  COMP
 AE4830  MODELED GRAV-     979,620.9   (mgal)                       NAVD 88
 AE4830
 AE4830  VERT ORDER  -  FIRST     CLASS II
 AE4830
 AE4830.The horizontal coordinates were scaled from a topographic map and have
 AE4830.an estimated accuracy of +/- 6 seconds.
 AE4830
 AE4830.The orthometric height was determined by differential leveling
 AE4830.and adjusted by the National Geodetic Survey in July 2002..
 AE4830
 AE4830.The geoid height was determined by GEOID03.
 AE4830
 AE4830.The dynamic height is computed by dividing the NAVD 88
 AE4830.geopotential number by the normal gravity value computed on the
 AE4830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4830.degrees latitude (g = 980.6199 gals.).
 AE4830
 AE4830.The modeled gravity was interpolated from observed gravity values.
 AE4830
 AE4830;                    North         East    Units  Estimated Accuracy
 AE4830;SPC CO S     -   438,320.    1,212,160.      MT  (+/- 180 meters Scaled)
 AE4830
 AE4830                          SUPERSEDED SURVEY CONTROL
 AE4830
 AE4830.No superseded survey control is available for this station.
 AE4830
 AE4830_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB537898(NAD 83)
 AE4830_MARKER: I = METAL ROD
 AE4830_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4830_STAMPING: F 447 1997
 AE4830_MARK LOGO: NGS   
 AE4830_PROJECTION: FLUSH
 AE4830_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4830+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4830_ROD/PIPE-DEPTH: 13.5 meters
 AE4830_SLEEVE-DEPTH  : 0.9 meters
 AE4830
 AE4830  HISTORY     - Date     Condition        Report By
 AE4830  HISTORY     - 1997     MONUMENTED       NGS
 AE4830
 AE4830                          STATION DESCRIPTION
 AE4830
 AE4830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4830'25.8 KM (16.05 MI) SOUTHERLY ALONG STATE HIGHWAY 89 FROM THE JUNCTION
 AE4830'OF U.S.  HIGHWAY 50 IN HOLLY, 26.3 M (86.3 FT) SOUTH OF THE CENTER OF
 AE4830'A DRIVEWAY, 13.1 M (43.0 FT) WEST OF THE HIGHWAY CENTERLINE, 4.1 M
 AE4830'(13.5 FT) NORTH OF A GUY CABLE ANCHOR, 2.4 M (7.9 FT) SOUTH OF A
 AE4830'UTILITY POLE WITH A GUY CABLE, 1.3 M (4.3 FT) BELOW THE LEVEL OF THE
 AE4830'HIGHWAY, AND 0.6 M (2.0 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO
 AE4830'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 AE4830'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4228 ***********************************************************************
 DF4228  DESIGNATION -  F 447
 DF4228  PID         -  DF4228
 DF4228  STATE/COUNTY-  CO/CLEAR CREEK
 DF4228  USGS QUAD   -  SQUAW PASS (1974)
 DF4228
 DF4228                         *CURRENT SURVEY CONTROL
 DF4228  ___________________________________________________________________
 DF4228* NAD 83(1986)-  39 44 16.     (N)    105 25 49.     (W)     SCALED    
 DF4228* NAVD 88     -      2248.729  (meters)    7377.71   (feet)  ADJUSTED  
 DF4228  ___________________________________________________________________
 DF4228  GEOID HEIGHT-         -13.67  (meters)                     GEOID03
 DF4228  DYNAMIC HT  -        2246.302 (meters)    7369.74  (feet)  COMP
 DF4228  MODELED GRAV-     979,465.9   (mgal)                       NAVD 88
 DF4228
 DF4228  VERT ORDER  -  FIRST     CLASS II
 DF4228
 DF4228.The horizontal coordinates were scaled from a topographic map and have
 DF4228.an estimated accuracy of +/- 6 seconds.
 DF4228
 DF4228.The orthometric height was determined by differential leveling
 DF4228.and adjusted by the National Geodetic Survey in November 2003..
 DF4228
 DF4228.The geoid height was determined by GEOID03.
 DF4228
 DF4228.The dynamic height is computed by dividing the NAVD 88
 DF4228.geopotential number by the normal gravity value computed on the
 DF4228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4228.degrees latitude (g = 980.6199 gals.).
 DF4228
 DF4228.The modeled gravity was interpolated from observed gravity values.
 DF4228
 DF4228;                    North         East    Units  Estimated Accuracy
 DF4228;SPC CO C     -   516,220.      920,380.      MT  (+/- 180 meters Scaled)
 DF4228
 DF4228                          SUPERSEDED SURVEY CONTROL
 DF4228
 DF4228.No superseded survey control is available for this station.
 DF4228
 DF4228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD631987(NAD 83)
 DF4228_MARKER: DV = VERTICAL CONTROL DISK
 DF4228_SETTING: 66 = SET IN ROCK OUTCROP
 DF4228_STAMPING: F 447 2000
 DF4228_MARK LOGO: NGS   
 DF4228_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4228+STABILITY: SURFACE MOTION
 DF4228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4228+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2000
 DF4228
 DF4228  HISTORY     - Date     Condition        Report By
 DF4228  HISTORY     - 20000726 MONUMENTED       NGS
 DF4228
 DF4228                          STATION DESCRIPTION
 DF4228
 DF4228'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 DF4228'THE STATION IS LOCATED ABOUT 0.63 MI SOUTH-SOUTHEAST OF THE
 DF4228'INTERSECTION OF INTERSTATE 70 AND U. S. HIGHWAY 6  AND 1.75 MI WEST
 DF4228'OF THE JEFFERSON-CLEAR CREEK COUNTY LINE, IN THE NORTHEAST 1/4 OF
 DF4228'SECTION 3, T 4 S, R 72 W, AT U. S. HIGHWAY 40 MILEPOST 269.8.
 DF4228'OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION RIGHT-OF-WAY.
 DF4228' 
 DF4228'TO REACH THE STATION FROM INTERSTATE 70 AND THE OVERPASS FOR
 DF4228'EXIT 247, WEST BEAVER BROOK, FLOYD HILL EXIT, GO NORTHEAST ON THE
 DF4228'OVERPASS ROAD FOR 0.05 MI TO A T-INTERSECTION, U. S. HIGHWAY 40.
 DF4228'TURN LEFT, WEST, ON U.S. HIGHWAY 40 FOR 1.65 MI TO THE STATION ON
 DF4228'THE LEFT.
 DF4228' 
 DF4228'THE MARK IS A STANDARD DISK SET IN A DRILL HOLE IN A POOR  QUALITY
 DF4228'ROCK OUTCROP MEASURING 1.5 M BY 0.4 M.  IT IS 62.0 M SOUTHEAST
 DF4228'FROM THE OUTSIDE OF A CURVE, 9.2 M SOUTHWEST FROM THE CENTER LINE
 DF4228'OF U. S. HIGHWAY 40, 2.8 M SOUTHEAST FROM A WITNESS POST, 1.0 M
 DF4228'SOUTHWEST FROM THE DOWNHILL DRAINAGE AND ABOUT THE SAME
 DF4228'ELEVATION AS THE HIGHWAY.
 DF4228' 
 DF4228' 
 DF4228' 
 DF4228' 
 DF4228' 
 DF4228'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5539 ***********************************************************************
 DF5539  DESIGNATION -  F 448
 DF5539  PID         -  DF5539
 DF5539  STATE/COUNTY-  CO/SUMMIT
 DF5539  USGS QUAD   -  COPPER MOUNTAIN (1987)
 DF5539
 DF5539                         *CURRENT SURVEY CONTROL
 DF5539  ___________________________________________________________________
 DF5539* NAD 83(1986)-  39 28 33.     (N)    106 07 54.     (W)     SCALED    
 DF5539* NAVD 88     -      3047.495  (meters)    9998.32   (feet)  ADJUSTED  
 DF5539  ___________________________________________________________________
 DF5539  GEOID HEIGHT-         -12.57  (meters)                     GEOID03
 DF5539  DYNAMIC HT  -        3043.493 (meters)    9985.19  (feet)  COMP
 DF5539  MODELED GRAV-     979,203.1   (mgal)                       NAVD 88
 DF5539
 DF5539  VERT ORDER  -  FIRST     CLASS II
 DF5539
 DF5539.The horizontal coordinates were scaled from a topographic map and have
 DF5539.an estimated accuracy of +/- 6 seconds.
 DF5539
 DF5539.The orthometric height was determined by differential leveling
 DF5539.and adjusted by the National Geodetic Survey in November 2003..
 DF5539
 DF5539.The geoid height was determined by GEOID03.
 DF5539
 DF5539.The dynamic height is computed by dividing the NAVD 88
 DF5539.geopotential number by the normal gravity value computed on the
 DF5539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5539.degrees latitude (g = 980.6199 gals.).
 DF5539
 DF5539.The modeled gravity was interpolated from observed gravity values.
 DF5539
 DF5539;                    North         East    Units  Estimated Accuracy
 DF5539;SPC CO C     -   487,320.      860,050.      MT  (+/- 180 meters Scaled)
 DF5539
 DF5539                          SUPERSEDED SURVEY CONTROL
 DF5539
 DF5539.No superseded survey control is available for this station.
 DF5539
 DF5539_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD026701(NAD 83)
 DF5539_MARKER: DV = VERTICAL CONTROL DISK
 DF5539_SETTING: 66 = SET IN ROCK OUTCROP
 DF5539_STAMPING: F 448 2001
 DF5539_MARK LOGO: NGS   
 DF5539_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5539_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF5539+STABILITY: POSITION/ELEVATION WELL
 DF5539_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5539+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 DF5539
 DF5539  HISTORY     - Date     Condition        Report By
 DF5539  HISTORY     - 20010723 MONUMENTED       NGS
 DF5539  HISTORY     - 20030910 GOOD             NGS
 DF5539
 DF5539                          STATION DESCRIPTION
 DF5539
 DF5539'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5539'THE STATION IS LOCATED 1.45 MI EAST-NORTHEAST OF COPPER MOUNTAIN, 2.2
 DF5539'MI
 DF5539'SOUTH-SOUTHEAST OF THE EXIT 195, COPPER MOUNTAIN-LEADVILLE EXIT, AT
 DF5539'INTERSTATE 70 AND 1.9
 DF5539'MI SOUTH-SOUTHEAST OF THE TOWN OF COPPER MOUNTAIN,  AT STATE HIGHWAY
 DF5539'91 MILEPOST 20.15.
 DF5539'OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION RIGHT-OF-WAY.
 DF5539' 
 DF5539'TO REACH THE STATION FROM THE ENTRANCE TO COPPER MOUNTAIN SKI RESORT
 DF5539'ON STATE
 DF5539'HIGHWAY 91, GO SOUTH-SOUTHEAST ON STATE HIGHWAY 91 FOR 2.0 MI TO THE
 DF5539'STATION ON THE
 DF5539'RIGHT.
 DF5539' 
 DF5539'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF THE
 DF5539'NORTHEAST END OF A
 DF5539'SMALL METAMORPHIC ROCK OUTCROP IN A SMALL DEPRESSION AT A SMALL
 DF5539'TURNOUT. IT IS 22.4 M
 DF5539'SOUTH FROM A HIGHWAY SIGN FOR THE SOUTH BOUND LANE SHOWING A TURN TO
 DF5539'THE RIGHT, 6.8
 DF5539'M WEST-SOUTHWEST FROM THE CENTER LINE OF THE HIGHWAY, 1.0 M
 DF5539'EAST-SOUTHEAST FROM A
 DF5539'WITNESS POST AND AT THE SAME ELEVATION AS THE HIGHWAY.
 DF5539' 
 DF5539' 
 DF5539' 
 DF5539'
 DF5539
 DF5539                          STATION RECOVERY (2003)
 DF5539
 DF5539'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 DF5539'NOT SUITABLE FOR GRAVITY OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5476 ***********************************************************************
 DF5476  DESIGNATION -  F 449
 DF5476  PID         -  DF5476
 DF5476  STATE/COUNTY-  CO/CLEAR CREEK
 DF5476  USGS QUAD   -  GEORGETOWN (1974)
 DF5476
 DF5476                         *CURRENT SURVEY CONTROL
 DF5476  ___________________________________________________________________
 DF5476* NAD 83(1992)-  39 44 37.08544(N)    105 40 39.29797(W)     ADJUSTED  
 DF5476* NAVD 88     -      2538.210  (meters)    8327.44   (feet)  ADJUSTED  
 DF5476  ___________________________________________________________________
 DF5476  X           -  -1,327,581.702 (meters)                     COMP
 DF5476  Y           -  -4,730,125.762 (meters)                     COMP
 DF5476  Z           -   4,057,754.240 (meters)                     COMP
 DF5476  LAPLACE CORR-          -7.08  (seconds)                    DEFLEC99
 DF5476  ELLIP HEIGHT-        2525.70  (meters)          (10/27/04) GPS OBS
 DF5476  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 DF5476  DYNAMIC HT  -        2535.222 (meters)    8317.64  (feet)  COMP
 DF5476  MODELED GRAV-     979,357.9   (mgal)                       NAVD 88
 DF5476
 DF5476  HORZ ORDER  -  FIRST
 DF5476  VERT ORDER  -  FIRST     CLASS II
 DF5476  ELLP ORDER  -  FOURTH    CLASS II
 DF5476
 DF5476.The horizontal coordinates were established by GPS observations
 DF5476.and adjusted by the MOUNTAIN SURVEYING in October 2004..
 DF5476
 DF5476.The orthometric height was determined by differential leveling
 DF5476.and adjusted by the National Geodetic Survey in November 2003..
 DF5476
 DF5476.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5476
 DF5476.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5476
 DF5476.The ellipsoidal height was determined by GPS observations
 DF5476.and is referenced to NAD 83.
 DF5476
 DF5476.The geoid height was determined by GEOID03.
 DF5476
 DF5476.The dynamic height is computed by dividing the NAVD 88
 DF5476.geopotential number by the normal gravity value computed on the
 DF5476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5476.degrees latitude (g = 980.6199 gals.).
 DF5476
 DF5476.The modeled gravity was interpolated from observed gravity values.
 DF5476
 DF5476;                    North         East     Units Scale Factor Converg.
 DF5476;SPC CO C     -   516,880.153   899,180.822   MT  0.99999875   -0 06 43.2
 DF5476;SPC CO C     - 1,695,797.64  2,950,062.41   sFT  0.99999875   -0 06 43.2
 DF5476;UTM  13      - 4,399,523.305   441,945.773   MT  0.99964149   -0 25 59.6
 DF5476
 DF5476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5476!SPC CO C     -   0.99960392  x   0.99999875  =   0.99960267
 DF5476!UTM  13      -   0.99960392  x   0.99964149  =   0.99924555
 DF5476
 DF5476                          SUPERSEDED SURVEY CONTROL
 DF5476
 DF5476  NAVD 88 (10/27/04) 2538.21   (m)         8327.4    (f) LEVELING    3  
 DF5476
 DF5476.Superseded values are not recommended for survey control.
 DF5476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5476.See file dsdata.txt to determine how the superseded data were derived.
 DF5476
 DF5476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD4194699523(NAD 83)
 DF5476_MARKER: DV = VERTICAL CONTROL DISK
 DF5476_SETTING: 80 = SET IN A BOULDER
 DF5476_STAMPING: F 449 2001
 DF5476_MARK LOGO: NGS   
 DF5476_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5476+STABILITY: SURFACE MOTION
 DF5476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5476+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 DF5476
 DF5476  HISTORY     - Date     Condition        Report By
 DF5476  HISTORY     - 20010816 MONUMENTED       NGS
 DF5476  HISTORY     - 20040130 GOOD             MSAM
 DF5476
 DF5476                          STATION DESCRIPTION
 DF5476
 DF5476'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5476'THE STATION IS LOCATED ABOUT 3.25 MI SOUTHWEST OF LAWSON, 2.9 MI
 DF5476'NORTH-NORTHEAST OF
 DF5476'GEORGETOWN AND 1.2 MI SOUTHEAST OF EMPIRE, IN THE SOUTHWEST 1/4 OF
 DF5476'SECTION 33, T 3 S, R 74
 DF5476'W.  OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY.
 DF5476' 
 DF5476'TO REACH THE STATION FROM THE HARRY M. LOCKE DAM FACE AND INTERSTATE
 DF5476'70 SOUTHERN
 DF5476'ACCESS ROAD JUST NORTH OF GEORGETOWN, GO NORTH ON THE SOUTHERN ACCESS
 DF5476'ROAD FOR 1.0
 DF5476'MI TO THE STATION ON THE LEFT.
 DF5476' 
 DF5476'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF A
 DF5476'LARGE PARTIALLY EXPOSED
 DF5476'BOULDER 1.5 M BY 2.0 M BY 0.5 M HIGH. IT IS 22.7 M NORTHEAST FROM A
 DF5476'POWER POLE, 6.7 M
 DF5476'NORTHWEST FROM THE CENTER LINE OF THE ROAD, 3.1 M SOUTHEAST FROM THE
 DF5476'NORTHERN
 DF5476'RIGHT-OF-WAY FENCE, 1.0 M SOUTHEAST FROM A WITNESS POST AND ABOUT 0.5
 DF5476'M ABOVE THE ROAD.
 DF5476' 
 DF5476'
 DF5476
 DF5476                          STATION RECOVERY (2004)
 DF5476
 DF5476'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (KCH)
 DF5476'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2004 (BAJ)
 DF5476'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0515 ***********************************************************************
 LM0515  DESIGNATION -  F 45
 LM0515  PID         -  LM0515
 LM0515  STATE/COUNTY-  CO/MOFFAT
 LM0515  USGS QUAD   -  CRAIG (1969)
 LM0515
 LM0515                         *CURRENT SURVEY CONTROL
 LM0515  ___________________________________________________________________
 LM0515* NAD 83(1986)-  40 30 50.     (N)    107 35 01.     (W)     SCALED    
 LM0515* NAVD 88     -      1897.943  (meters)    6226.83   (feet)  POSTED    
 LM0515  ___________________________________________________________________
 LM0515  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 LM0515  DYNAMIC HT  -        1896.110 (meters)    6220.82  (feet)  COMP
 LM0515  MODELED GRAV-     979,593.6   (mgal)                       NAVD 88
 LM0515
 LM0515  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LM0515
 LM0515.The horizontal coordinates were scaled from a topographic map and have
 LM0515.an estimated accuracy of +/- 6 seconds.
 LM0515
 LM0515.The orthometric height was determined by differential leveling
 LM0515.and adjusted by the National Geodetic Survey in 1992..
 LM0515.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LM0515.rate of 1.1 thru 2.0 mm/km.
 LM0515
 LM0515.The geoid height was determined by GEOID03.
 LM0515
 LM0515.The dynamic height is computed by dividing the NAVD 88
 LM0515.geopotential number by the normal gravity value computed on the
 LM0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0515.degrees latitude (g = 980.6199 gals.).
 LM0515
 LM0515.The modeled gravity was interpolated from observed gravity values.
 LM0515
 LM0515;                    North         East    Units  Estimated Accuracy
 LM0515;SPC CO N     -   437,960.      737,840.      MT  (+/- 180 meters Scaled)
 LM0515
 LM0515                          SUPERSEDED SURVEY CONTROL
 LM0515
 LM0515  NGVD 29 (??/??/92) 1896.695  (m)         6222.74   (f) ADJ UNCH    1 2
 LM0515
 LM0515.Superseded values are not recommended for survey control.
 LM0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0515.See file dsdata.txt to determine how the superseded data were derived.
 LM0515
 LM0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE811880(NAD 83)
 LM0515_MARKER: DB = BENCH MARK DISK
 LM0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0515_STAMPING: F 45 1934
 LM0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0515+STABILITY: SURFACE MOTION
 LM0515
 LM0515  HISTORY     - Date     Condition        Report By
 LM0515  HISTORY     - 1934     MONUMENTED       CGS
 LM0515
 LM0515                          STATION DESCRIPTION
 LM0515
 LM0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LM0515'3.0 MI W FROM CRAIG.
 LM0515'ALONG THE RIGHT OF WAY OF HIGHWAY NO. 40.  99 FT W. OF A S. T ROAD
 LM0515'WHICH IS A PRIVATE ROAD OF THE TEXAS OIL CO. 81.3 FT. S. E. OF
 LM0515'TELEPHONE POLE NO. 7548.  33 FT. S. OF THE CENTER-LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0516 ***********************************************************************
 LM0516  DESIGNATION -  F 45 RESET
 LM0516  PID         -  LM0516
 LM0516  STATE/COUNTY-  CO/MOFFAT
 LM0516  USGS QUAD   -  CRAIG (1969)
 LM0516
 LM0516                         *CURRENT SURVEY CONTROL
 LM0516  ___________________________________________________________________
 LM0516* NAD 83(1986)-  40 30 51.     (N)    107 35 01.     (W)     SCALED    
 LM0516* NAVD 88     -      1899.72   (+/-2cm)    6232.7    (feet)  VERTCON   
 LM0516  ___________________________________________________________________
 LM0516  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 LM0516
 LM0516  VERT ORDER  -  THIRD (See Below)
 LM0516
 LM0516.The horizontal coordinates were scaled from a topographic map and have
 LM0516.an estimated accuracy of +/- 6 seconds.
 LM0516
 LM0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0516.The vertical order pertains to the NGVD 29 superseded value.
 LM0516
 LM0516.The geoid height was determined by GEOID03.
 LM0516
 LM0516;                    North         East    Units  Estimated Accuracy
 LM0516;SPC CO N     -   437,990.      737,840.      MT  (+/- 180 meters Scaled)
 LM0516
 LM0516                          SUPERSEDED SURVEY CONTROL
 LM0516
 LM0516  NGVD 29 (??/??/??) 1898.49   (m)         6228.6    (f) RESET       3  
 LM0516
 LM0516.Superseded values are not recommended for survey control.
 LM0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0516.See file dsdata.txt to determine how the superseded data were derived.
 LM0516
 LM0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE811880(NAD 83)
 LM0516_MARKER: DD = SURVEY DISK
 LM0516_SETTING: 0 = UNSPECIFIED SETTING
 LM0516_STAMPING: F 45 1934 RESET 1958
 LM0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0516
 LM0516  HISTORY     - Date     Condition        Report By
 LM0516  HISTORY     - 1958     MONUMENTED       CODH
 LM0516  HISTORY     - 1983     GOOD             LOCENG
 LM0516
 LM0516                          STATION DESCRIPTION
 LM0516
 LM0516'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1958
 LM0516'2.0 MI W FROM CRAIG.
 LM0516'2 MILES WEST ALONG U.S. HIGHWAY 40 FROM CRAIG, 99 FEET NORTH OF THE
 LM0516'CENTERLINE OF THE HIGHWAY, 25 FEET EAST OF TELEPHONE POLE NO. 7552, 15
 LM0516'FEET EAST OF A GATE LEADING TO A FARM HOUSE.  TELEPHONE POLE IS ALONG
 LM0516'HIGHWAY RIGHT-OF-WAY FENCE.
 LM0516
 LM0516                          STATION RECOVERY (1983)
 LM0516
 LM0516'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983
 LM0516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5521 ***********************************************************************
 DF5521  DESIGNATION -  F 450
 DF5521  PID         -  DF5521
 DF5521  STATE/COUNTY-  CO/SUMMIT
 DF5521  USGS QUAD   -  DILLON (1987)
 DF5521
 DF5521                         *CURRENT SURVEY CONTROL
 DF5521  ___________________________________________________________________
 DF5521* NAD 83(1992)-  39 38 20.78127(N)    106 02 44.57790(W)     ADJUSTED  
 DF5521* NAVD 88     -      2754.860  (meters)    9038.24   (feet)  ADJUSTED  
 DF5521  ___________________________________________________________________
 DF5521  X           -  -1,360,041.417 (meters)                     COMP
 DF5521  Y           -  -4,728,784.615 (meters)                     COMP
 DF5521  Z           -   4,048,958.285 (meters)                     COMP
 DF5521  LAPLACE CORR-           5.00  (seconds)                    DEFLEC99
 DF5521  ELLIP HEIGHT-        2742.23  (meters)          (10/27/04) GPS OBS
 DF5521  GEOID HEIGHT-         -12.57  (meters)                     GEOID03
 DF5521  DYNAMIC HT  -        2751.404 (meters)    9026.90  (feet)  COMP
 DF5521  MODELED GRAV-     979,272.7   (mgal)                       NAVD 88
 DF5521
 DF5521  HORZ ORDER  -  FIRST
 DF5521  VERT ORDER  -  FIRST     CLASS II
 DF5521  ELLP ORDER  -  FOURTH    CLASS II
 DF5521
 DF5521.The horizontal coordinates were established by GPS observations
 DF5521.and adjusted by the MOUNTAIN SURVEYING in October 2004..
 DF5521
 DF5521.The orthometric height was determined by differential leveling
 DF5521.and adjusted by the National Geodetic Survey in November 2003..
 DF5521
 DF5521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5521
 DF5521.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5521
 DF5521.The ellipsoidal height was determined by GPS observations
 DF5521.and is referenced to NAD 83.
 DF5521
 DF5521.The geoid height was determined by GEOID03.
 DF5521
 DF5521.The dynamic height is computed by dividing the NAVD 88
 DF5521.geopotential number by the normal gravity value computed on the
 DF5521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5521.degrees latitude (g = 980.6199 gals.).
 DF5521
 DF5521.The modeled gravity was interpolated from observed gravity values.
 DF5521
 DF5521;                    North         East     Units Scale Factor Converg.
 DF5521;SPC CO C     -   505,400.387   867,557.849   MT  0.99997994   -0 20 39.0
 DF5521;SPC CO C     - 1,658,134.44  2,846,312.71   sFT  0.99997994   -0 20 39.0
 DF5521;UTM  13      - 4,388,225.171   410,268.913   MT  0.99969913   -0 40 01.8
 DF5521
 DF5521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5521!SPC CO C     -   0.99956997  x   0.99997994  =   0.99954992
 DF5521!UTM  13      -   0.99956997  x   0.99969913  =   0.99926923
 DF5521
 DF5521                          SUPERSEDED SURVEY CONTROL
 DF5521
 DF5521  NAVD 88 (10/27/04) 2754.86   (m)         9038.2    (f) LEVELING    3  
 DF5521
 DF5521.Superseded values are not recommended for survey control.
 DF5521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5521.See file dsdata.txt to determine how the superseded data were derived.
 DF5521
 DF5521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD1026988225(NAD 83)
 DF5521_MARKER: F = FLANGE-ENCASED ROD
 DF5521_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF5521_STAMPING: F 450 2001
 DF5521_MARK LOGO: NGS   
 DF5521_PROJECTION: FLUSH
 DF5521_MAGNETIC: I = MARKER IS A STEEL ROD
 DF5521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5521+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 DF5521_ROD/PIPE-DEPTH: 5.6  meters
 DF5521
 DF5521  HISTORY     - Date     Condition        Report By
 DF5521  HISTORY     - 20010829 MONUMENTED       NGS
 DF5521  HISTORY     - 20040130 GOOD             MSAM
 DF5521
 DF5521                          STATION DESCRIPTION
 DF5521
 DF5521'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5521'THE STATION IS LOCATED ABOUT 1.5 MI EAST-NORTHEAST OF SILVERTHORNE,
 DF5521'2.25 MI
 DF5521'WEST-NORTHWEST OF TENDERFOOT MOUNTAIN AND 0.5 MI NORTH OF DILLON, IN
 DF5521'THE SOUTHEAST
 DF5521'1/4 OF SECTION 6, T 5 S, R 77 W, AT INTERSTATE 70 MILEPOST 206.82.
 DF5521'OWNERSHIP--COLORADO
 DF5521'DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY.
 DF5521' 
 DF5521'TO REACH THE STATION FROM THE INTERSTATE 70 EXIT 205 UNDERPASS, U. S.
 DF5521'HIGHWAY 6,  GO
 DF5521'SOUTH 0.1 MI TO AN ON RAMP TO INTERSTATE 70 EASTBOUND. CONTINUE AHEAD,
 DF5521'EAST, 0.15 MI TO A
 DF5521'SIDE ROAD LEFT, DEER PATH ROAD. TURN LEFT, NORTHEAST, ON DEER PATH
 DF5521'ROAD FOR 0.75 MI TO
 DF5521'THE INTERSECTION OF STRAIGHT CREEK DRIVE. TURN LEFT, NORTHEAST, ON
 DF5521'STRAIGHT CREEK
 DF5521'DRIVE FOR 0.3 MI TO A SIDE ROAD LEFT BETWEEN APARTMENT BUILDINGS. TURN
 DF5521'LEFT, NORTHWEST,
 DF5521'AT BUILDING --A-- TO THE END OF THE PARKING LOT AND THE STATION ON THE
 DF5521'NORTH SIDE OF THE
 DF5521'RIGHT-OF-WAY FENCE.
 DF5521' 
 DF5521'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 5.6 M LONG STAINLESS STEEL
 DF5521'ROD DRIVEN TO
 DF5521'REFUSAL, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A
 DF5521'CONCRETE COLLAR
 DF5521'FLUSH WITH THE GROUND. IT IS 32.4 M NORTHWEST FROM THE NORTHWEST
 DF5521'CORNER OF BUILDING
 DF5521'--B--, 26.0 M NORTH-NORTHEAST FROM THE NORTHEAST CORNER OF BUILDING
 DF5521'--A--, 16.7 M
 DF5521'SOUTHEAST FROM A CDOT CONTROL MONUMENT NUMBER 206.82, 0.4 M NORTHWEST
 DF5521'FROM A
 DF5521'WITNESS POST AND RIGHT-OF-WAY FENCE AND ABOUT 1.5 M BELOW INTERSTATE
 DF5521'70.
 DF5521' 
 DF5521' 
 DF5521'
 DF5521
 DF5521                          STATION RECOVERY (2004)
 DF5521
 DF5521'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (KCH)
 DF5521'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2004 (BAJ)
 DF5521'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5494 ***********************************************************************
 DF5494  DESIGNATION -  F 451
 DF5494  PID         -  DF5494
 DF5494  STATE/COUNTY-  CO/CLEAR CREEK
 DF5494  USGS QUAD   -  GRAYS PEAK (1987)
 DF5494
 DF5494                         *CURRENT SURVEY CONTROL
 DF5494  ___________________________________________________________________
 DF5494* NAD 83(1986)-  39 42 09.     (N)    105 51 07.     (W)     SCALED    
 DF5494* NAVD 88     -      3131.527  (meters)   10274.02   (feet)  ADJUSTED  
 DF5494  ___________________________________________________________________
 DF5494  GEOID HEIGHT-         -12.27  (meters)                     GEOID03
 DF5494  DYNAMIC HT  -        3127.449 (meters)   10260.64  (feet)  COMP
 DF5494  MODELED GRAV-     979,210.1   (mgal)                       NAVD 88
 DF5494
 DF5494  VERT ORDER  -  FIRST     CLASS II
 DF5494
 DF5494.The horizontal coordinates were scaled from a topographic map and have
 DF5494.an estimated accuracy of +/- 6 seconds.
 DF5494
 DF5494.The orthometric height was determined by differential leveling
 DF5494.and adjusted by the National Geodetic Survey in November 2003..
 DF5494
 DF5494.The geoid height was determined by GEOID03.
 DF5494
 DF5494.The dynamic height is computed by dividing the NAVD 88
 DF5494.geopotential number by the normal gravity value computed on the
 DF5494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5494.degrees latitude (g = 980.6199 gals.).
 DF5494
 DF5494.The modeled gravity was interpolated from observed gravity values.
 DF5494
 DF5494;                    North         East    Units  Estimated Accuracy
 DF5494;SPC CO C     -   512,360.      884,220.      MT  (+/- 180 meters Scaled)
 DF5494
 DF5494                          SUPERSEDED SURVEY CONTROL
 DF5494
 DF5494.No superseded survey control is available for this station.
 DF5494
 DF5494_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD269950(NAD 83)
 DF5494_MARKER: DV = VERTICAL CONTROL DISK
 DF5494_SETTING: 80 = SET IN A BOULDER
 DF5494_STAMPING: F 451 2001
 DF5494_MARK LOGO: NGS   
 DF5494_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5494+STABILITY: SURFACE MOTION
 DF5494_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5494+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2001
 DF5494
 DF5494  HISTORY     - Date     Condition        Report By
 DF5494  HISTORY     - 20010914 MONUMENTED       NGS
 DF5494
 DF5494                          STATION DESCRIPTION
 DF5494
 DF5494'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5494'THE STATION IS LOCATED ABOUT 2.55 MI WEST-NORTHWEST OF BAKERVILLE, 2.0
 DF5494'MI SOUTHWEST OF
 DF5494'MOUNT PARNASSUS AND 0.3 MI EAST OF INTERSTATE 70 EXIT 218, AT
 DF5494'INTERSTATE 70 MILEPOST 218.7.
 DF5494'OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY.
 DF5494' 
 DF5494'TO REACH THE STATION FROM EXIT 218, HERMAN GULCH TRAILHEAD EXIT OF
 DF5494'INTERSTATE 70 AND
 DF5494'THE MIDDLE OF THE UNDERPASS, GO NORTH FROM THE UNDERPASS 0.05 MI PAST
 DF5494'THE WESTBOUND
 DF5494'ON AND OFF RAMPS TO A SIDE ROAD RIGHT, TO PARKING FOR THE TRAILHEAD.
 DF5494'TURN RIGHT, EAST,
 DF5494'FOR 0.3 MI TO THE END OF TRUCK TRAVEL AND THE STATION ON THE RIGHT,
 DF5494'JUST PAST CONCRETE
 DF5494'BARRIERS.
 DF5494' 
 DF5494'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A PARTIALLY EXPOSED
 DF5494'BOULDER 1.0 M BY 0.5 M
 DF5494'BY 0.1 M HIGH. IT IS 36.5 M NORTH FROM THE CENTER LINE OF THE WEST
 DF5494'BOUND LANES, 29.6 M
 DF5494'NORTH FROM THE EDGE OF OIL, 24.5 M NORTH FROM A CULVERT NEXT TO THE
 DF5494'INTERSTATE, 18.5 M
 DF5494'SOUTH-SOUTHEAST FROM THE CENTER OF AN OLD ROAD BED NOW USED FOR
 DF5494'SETTLING PONDS, 0.9
 DF5494'M SOUTH FROM A WITNESS POST AND ABOUT 3.5 M ABOVE INTERSTATE 70.
 DF5494'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9142 ***********************************************************************
 DH9142  DESIGNATION -  F 457
 DH9142  PID         -  DH9142
 DH9142  STATE/COUNTY-  CO/DENVER
 DH9142  USGS QUAD   -  HORSE CREEK (1952)
 DH9142
 DH9142                         *CURRENT SURVEY CONTROL
 DH9142  ___________________________________________________________________
 DH9142* NAD 83(1986)-  39 53 05.     (N)    104 36 35.     (W)     SCALED    
 DH9142* NAVD 88     -      1600.438  (meters)    5250.77   (feet)  ADJUSTED  
 DH9142  ___________________________________________________________________
 DH9142  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 DH9142  DYNAMIC HT  -        1598.968 (meters)    5245.95  (feet)  COMP
 DH9142  MODELED GRAV-     979,650.8   (mgal)                       NAVD 88
 DH9142
 DH9142  VERT ORDER  -  SECOND    CLASS I
 DH9142
 DH9142.The horizontal coordinates were scaled from a topographic map and have
 DH9142.an estimated accuracy of +/- 6 seconds.
 DH9142
 DH9142.The orthometric height was determined by differential leveling
 DH9142.and adjusted by the National Geodetic Survey in July 2006..
 DH9142
 DH9142.The geoid height was determined by GEOID03.
 DH9142
 DH9142.The dynamic height is computed by dividing the NAVD 88
 DH9142.geopotential number by the normal gravity value computed on the
 DH9142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9142.degrees latitude (g = 980.6199 gals.).
 DH9142
 DH9142.The modeled gravity was interpolated from observed gravity values.
 DH9142
 DH9142;                    North         East    Units  Estimated Accuracy
 DH9142;SPC CO C     -   532,900.      990,560.      MT  (+/- 180 meters Scaled)
 DH9142
 DH9142                          SUPERSEDED SURVEY CONTROL
 DH9142
 DH9142.No superseded survey control is available for this station.
 DH9142
 DH9142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE333150(NAD 83)
 DH9142_MARKER: F = FLANGE-ENCASED ROD
 DH9142_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9142_STAMPING: F 457 2005
 DH9142_MARK LOGO: NGS   
 DH9142_PROJECTION: FLUSH
 DH9142_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9142+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 DH9142_ROD/PIPE-DEPTH:  5.9 meters
 DH9142_SLEEVE-DEPTH  :  0.9 meters
 DH9142
 DH9142  HISTORY     - Date     Condition        Report By
 DH9142  HISTORY     - 20051026 MONUMENTED       WOOLPT
 DH9142
 DH9142                          STATION DESCRIPTION
 DH9142
 DH9142'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9142'DESCRIBED BY WOOLPERT, INC. 2005 (CRR)
 DH9142' 
 DH9142'THE STATION IS LOCATED 21.2 KM (13.2 MI) SOUTHEAST OF THE CITY OF
 DH9142'BRIGHTON, 12.9 KM (8.0 MI)  NORTHEAST OF THE INTERSECTION OF E470 AND
 DH9142'PENA BOULEVARD, AND 6.8 KM (4.2 MI) NORTHEAST  OF THE DIA TERMINAL.
 DH9142'OWNERSHIP - CITY AND COUNTY OF DENVER INTERNATIONAL AIRPORT, MR.  KEN
 DH9142'CONLAN, (303)342-8665.
 DH9142' 
 DH9142'TO REACH THE STATION FROM THE INTERSECTION OF E470 AND EAST 56TH
 DH9142'AVENUE, HEAD EAST ON  EAST 56TH AVENUE FOR 11.4 KM (7.1 MI) TO NORTH
 DH9142'IMBODEN ROAD, TURN LEFT, HEAD NORTH ON  NORTH IMBODEN ROAD 9.6 KM (6.0
 DH9142'MI) TO EAST 104TH AVENUE, TURN LEFT AND HEAD WEST 2.3 KM  (1.4 MI) TO
 DH9142'THE STATION ON THE LEFT.
 DH9142' 
 DH9142'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 DH9142'REFUSAL A DEPTH OF 5.9  M, ENCASED IN A 90 CM LONG GREASED SLEEVE,
 DH9142'ENCLOSED IN A 6 INCH PVC PIPE WITH LOGO CAP  SURROUNDED BY A CONCRETE
 DH9142'COLLAR SET FLUSH WITH THE GROUND.  IT IS 22.3 M (73.0 FT) NORTH  OF
 DH9142'THE NORTH SIDE OF AN OIL TANK, 10.6 M (34.7 FT) EAST OF A FENCE
 DH9142'CORNER, 4.5 M (15.0 FT) SOUTH  OF THE SOUTH EDGE OF EAST 104TH AVENUE,
 DH9142'AND 1.0 M (3.0 FT) NORTH OF A CARSONITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0028 ***********************************************************************
 LN0028  DESIGNATION -  F 46
 LN0028  PID         -  LN0028
 LN0028  STATE/COUNTY-  CO/MOFFAT
 LN0028  USGS QUAD   -  CROSS MOUNTAIN CANYON (1986)
 LN0028
 LN0028                         *CURRENT SURVEY CONTROL
 LN0028  ___________________________________________________________________
 LN0028* NAD 83(1986)-  40 28 41.     (N)    108 16 54.     (W)     SCALED    
 LN0028* NAVD 88     -      1891.237  (meters)    6204.83   (feet)  POSTED    
 LN0028  ___________________________________________________________________
 LN0028  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 LN0028  DYNAMIC HT  -        1889.420 (meters)    6198.87  (feet)  COMP
 LN0028  MODELED GRAV-     979,596.9   (mgal)                       NAVD 88
 LN0028
 LN0028  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LN0028
 LN0028.The horizontal coordinates were scaled from a topographic map and have
 LN0028.an estimated accuracy of +/- 6 seconds.
 LN0028
 LN0028.The orthometric height was determined by differential leveling
 LN0028.and adjusted by the National Geodetic Survey in 1992..
 LN0028.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LN0028.rate of 1.1 thru 2.0 mm/km.
 LN0028
 LN0028.The geoid height was determined by GEOID03.
 LN0028
 LN0028.The dynamic height is computed by dividing the NAVD 88
 LN0028.geopotential number by the normal gravity value computed on the
 LN0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0028.degrees latitude (g = 980.6199 gals.).
 LN0028
 LN0028.The modeled gravity was interpolated from observed gravity values.
 LN0028
 LN0028;                    North         East    Units  Estimated Accuracy
 LN0028;SPC CO N     -   435,600.      678,580.      MT  (+/- 180 meters Scaled)
 LN0028
 LN0028                          SUPERSEDED SURVEY CONTROL
 LN0028
 LN0028  NGVD 29 (??/??/92) 1889.931  (m)         6200.55   (f) ADJ UNCH    1 2
 LN0028
 LN0028.Superseded values are not recommended for survey control.
 LN0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0028.See file dsdata.txt to determine how the superseded data were derived.
 LN0028
 LN0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK304843(NAD 83)
 LN0028_MARKER: DB = BENCH MARK DISK
 LN0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0028_STAMPING: F 46 1934
 LN0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0028+STABILITY: SURFACE MOTION
 LN0028
 LN0028  HISTORY     - Date     Condition        Report By
 LN0028  HISTORY     - 1934     MONUMENTED       CGS
 LN0028  HISTORY     - 1960     GOOD             USGS
 LN0028  HISTORY     - 1982     GOOD             USGS
 LN0028
 LN0028                          STATION DESCRIPTION
 LN0028
 LN0028'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 LN0028'14.3 MI W FROM MAYBELL.
 LN0028'6.1 MILES WEST ALONG COLO. 318 FROM MAYBELL (JUNCTION OF U. S. 40 AND
 LN0028'COLO. 318), 8.3 MILES SOUTHWEST ALONG GRADED ROAD.  1/4 MILE WEST OF
 LN0028'THE TOP OF A HILL, AND 50 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 LN0028'A STANDARD DISK, STAMPED F 46 1934 AND SET IN THE TOP OF A CONCRETE
 LN0028'POST.
 LN0028
 LN0028                          STATION RECOVERY (1982)
 LN0028
 LN0028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LN0028'ELK SPRINGS, 13.8 MILES NORTHEAST OF, 8.7 MILES NORTHEAST ALONG U.S.
 LN0028'HWY. 40 FROM THE STATE HWY. SHOP AT ELK SPRINGS, THENCE 5.1 MILES
 LN0028'NORTHEAST ALONG A GRADED ROAD (OLD HWY. 40), 0.9 MILE NORTHEAST OF A
 LN0028'DEEP DRAIN CROSSING, 70 FT. SOUTH OF A BEND IN THE ROAD, 50 SOUTHEAST
 LN0028'OF ROAD, SET IN THE TOP OF A CONCRETE POST. A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0010 ***********************************************************************
 KL0010  DESIGNATION -  F 47
 KL0010  PID         -  KL0010
 KL0010  STATE/COUNTY-  CO/EAGLE
 KL0010  USGS QUAD   -  MINTURN (1987)
 KL0010
 KL0010                         *CURRENT SURVEY CONTROL
 KL0010  ___________________________________________________________________
 KL0010* NAD 83(1986)-  39 33 09.     (N)    106 24 03.     (W)     SCALED    
 KL0010* NAVD 88     -      2480.558  (meters)    8138.30   (feet)  ADJUSTED  
 KL0010  ___________________________________________________________________
 KL0010  GEOID HEIGHT-         -12.50  (meters)                     GEOID03
 KL0010  DYNAMIC HT  -        2477.615 (meters)    8128.64  (feet)  COMP
 KL0010  MODELED GRAV-     979,351.1   (mgal)                       NAVD 88
 KL0010
 KL0010  VERT ORDER  -  FIRST     CLASS II
 KL0010
 KL0010.The horizontal coordinates were scaled from a topographic map and have
 KL0010.an estimated accuracy of +/- 6 seconds.
 KL0010
 KL0010.The orthometric height was determined by differential leveling
 KL0010.and adjusted by the National Geodetic Survey in June 1991..
 KL0010
 KL0010.The geoid height was determined by GEOID03.
 KL0010
 KL0010.The dynamic height is computed by dividing the NAVD 88
 KL0010.geopotential number by the normal gravity value computed on the
 KL0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0010.degrees latitude (g = 980.6199 gals.).
 KL0010
 KL0010.The modeled gravity was interpolated from observed gravity values.
 KL0010
 KL0010;                    North         East    Units  Estimated Accuracy
 KL0010;SPC CO C     -   496,030.      836,980.      MT  (+/- 180 meters Scaled)
 KL0010
 KL0010                          SUPERSEDED SURVEY CONTROL
 KL0010
 KL0010  NGVD 29 (??/??/92) 2479.014  (m)         8133.23   (f) ADJ UNCH    1 2
 KL0010
 KL0010.Superseded values are not recommended for survey control.
 KL0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0010.See file dsdata.txt to determine how the superseded data were derived.
 KL0010
 KL0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD796790(NAD 83)
 KL0010_MARKER: DB = BENCH MARK DISK
 KL0010_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KL0010_SP_SET: ABUTMENT
 KL0010_STAMPING: F 47 1934
 KL0010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0010
 KL0010  HISTORY     - Date     Condition        Report By
 KL0010  HISTORY     - 1934     MONUMENTED       CGS
 KL0010  HISTORY     - 1959     GOOD             DOD
 KL0010
 KL0010                          STATION DESCRIPTION
 KL0010
 KL0010'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 KL0010'3.6 MI SE FROM MINTURN.
 KL0010'3.6 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KL0010'FROM MINTURN, EAGLE COUNTY, AT A BRIDGE OVER THE TRACK, IN THE FACE OF
 KL0010'THE SOUTH CONCRETE WING WALL OF THE EAST ABUTMENT, 1.6 FEET NORTH OF
 KL0010'THE SOUTH EDGE, 18 FEET EAST OF THE EAST RAIL OF THE NORTH-BOUND
 KL0010'TRACK, AND ABOUT 6 FEET ABOVE THE TRACK.  A STANDARD DISK, STAMPED F
 KL0010'47 1934 AND SET VERTICALLY.  NOTE-- IT IS 35 FEET EAST-SOUTHEAST OF
 KL0010'THE CENTERLINE OF THE RR TRACKS AND 4.3 FEET HIGHER.  AND 179 FEET
 KL0010'SOUTH OF THE RAILROAD TRACK CENTERLINE UNDER THE NORTHEAST EDGE OF THE
 KL0010'OVERPASS AND 7.9 FEET HIGHER.  IT IS 41.5 FEET FROM THE RR SURFACE TO
 KL0010'THE OVERPASS SURFACE AT THE NORTHEAST EDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1029 ***********************************************************************
 LL1029  DESIGNATION -  F 5 RESET
 LL1029  PID         -  LL1029
 LL1029  STATE/COUNTY-  CO/LARIMER
 LL1029  USGS QUAD   -  FORT COLLINS (1984)
 LL1029
 LL1029                         *CURRENT SURVEY CONTROL
 LL1029  ___________________________________________________________________
 LL1029* NAD 83(1986)-  40 35 06.     (N)    105 04 20.     (W)     SCALED    
 LL1029* NAVD 88     -      1517.441  (meters)    4978.47   (feet)  ADJUSTED  
 LL1029  ___________________________________________________________________
 LL1029  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 LL1029  DYNAMIC HT  -        1516.166 (meters)    4974.29  (feet)  COMP
 LL1029  MODELED GRAV-     979,731.2   (mgal)                       NAVD 88
 LL1029
 LL1029  VERT ORDER  -  FIRST     CLASS II
 LL1029
 LL1029.The horizontal coordinates were scaled from a topographic map and have
 LL1029.an estimated accuracy of +/- 6 seconds.
 LL1029
 LL1029.The orthometric height was determined by differential leveling
 LL1029.and adjusted by the National Geodetic Survey in June 1991..
 LL1029
 LL1029.The geoid height was determined by GEOID03.
 LL1029
 LL1029.The dynamic height is computed by dividing the NAVD 88
 LL1029.geopotential number by the normal gravity value computed on the
 LL1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1029.degrees latitude (g = 980.6199 gals.).
 LL1029
 LL1029.The modeled gravity was interpolated from observed gravity values.
 LL1029
 LL1029;                    North         East    Units  Estimated Accuracy
 LL1029;SPC CO N     -   443,860.      950,620.      MT  (+/- 180 meters Scaled)
 LL1029
 LL1029                          SUPERSEDED SURVEY CONTROL
 LL1029
 LL1029  NGVD 29 (??/??/??) 1516.579  (m)         4975.64   (f) ADJUSTED    1 2
 LL1029
 LL1029.Superseded values are not recommended for survey control.
 LL1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1029.See file dsdata.txt to determine how the superseded data were derived.
 LL1029
 LL1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE938926(NAD 83)
 LL1029_MARKER: DB = BENCH MARK DISK
 LL1029_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LL1029+WITH SETTING: PAVEMENT
 LL1029_SP_SET: LOADING DOCK
 LL1029_STAMPING: F 5 RESET 1984
 LL1029_MARK LOGO: COGS  
 LL1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1029+STABILITY: SURFACE MOTION
 LL1029
 LL1029  HISTORY     - Date     Condition        Report By
 LL1029  HISTORY     - 1984     MONUMENTED       NGS
 LL1029  HISTORY     - 1984     GOOD             NGS
 LL1029
 LL1029                          STATION DESCRIPTION
 LL1029
 LL1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1029'IN FORT COLLINS.
 LL1029'IN THE SOUTH EDGE OF THE CONCRETE LOADING DOCK AT THE NORTHWEST CORNER
 LL1029'OF THE FORT COLLINS LIBRARY AT 217 SOUTH PETERSON STREET, 16.8 METER
 LL1029'(55.1 FT) NORTH OF THE SOUTHWEST CORNER OF THE LIBRARY, 3.1 METERS
 LL1029'(10.2 FT) WEST OF THE CENTER OF THE EMPLOYEES ENTRANCE, AND 2.2 METERS
 LL1029'(7.2 FT) SOUTHEAST OF THE NORTHWEST CORNER OF THE LOADING DOCK.
 LL1029'THE MARK IS 0.9 M ABOVE A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0292 ***********************************************************************
 KJ0292  DESIGNATION -  F 52
 KJ0292  PID         -  KJ0292
 KJ0292  STATE/COUNTY-  CO/ELBERT
 KJ0292  USGS QUAD   -  RIVER BEND (1970)
 KJ0292
 KJ0292                         *CURRENT SURVEY CONTROL
 KJ0292  ___________________________________________________________________
 KJ0292* NAD 83(1986)-  39 17 17.     (N)    103 48 47.     (W)     SCALED    
 KJ0292* NAVD 88     -      1672.873  (meters)    5488.42   (feet)  POSTED    
 KJ0292  ___________________________________________________________________
 KJ0292  GEOID HEIGHT-         -19.34  (meters)                     GEOID03
 KJ0292  DYNAMIC HT  -        1671.250 (meters)    5483.09  (feet)  COMP
 KJ0292  MODELED GRAV-     979,600.1   (mgal)                       NAVD 88
 KJ0292
 KJ0292  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KJ0292
 KJ0292.The horizontal coordinates were scaled from a topographic map and have
 KJ0292.an estimated accuracy of +/- 6 seconds.
 KJ0292
 KJ0292.The orthometric height was determined by differential leveling
 KJ0292.and adjusted by the National Geodetic Survey in 1992..
 KJ0292.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KJ0292.rate of 0.0 thru 1.0 mm/km.
 KJ0292
 KJ0292.The geoid height was determined by GEOID03.
 KJ0292
 KJ0292.The dynamic height is computed by dividing the NAVD 88
 KJ0292.geopotential number by the normal gravity value computed on the
 KJ0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0292.degrees latitude (g = 980.6199 gals.).
 KJ0292
 KJ0292.The modeled gravity was interpolated from observed gravity values.
 KJ0292
 KJ0292;                    North         East    Units  Estimated Accuracy
 KJ0292;SPC CO C     -   467,640.    1,059,920.      MT  (+/- 180 meters Scaled)
 KJ0292
 KJ0292                          SUPERSEDED SURVEY CONTROL
 KJ0292
 KJ0292  NGVD 29 (??/??/92) 1672.039  (m)         5485.68   (f) ADJ UNCH    2 0
 KJ0292
 KJ0292.Superseded values are not recommended for survey control.
 KJ0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0292.See file dsdata.txt to determine how the superseded data were derived.
 KJ0292
 KJ0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD023494(NAD 83)
 KJ0292_MARKER: DB = BENCH MARK DISK
 KJ0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0292_STAMPING: F 52 1934
 KJ0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0292+STABILITY: SURFACE MOTION
 KJ0292
 KJ0292  HISTORY     - Date     Condition        Report By
 KJ0292  HISTORY     - 1934     MONUMENTED       CGS
 KJ0292  HISTORY     - 1970     MARK NOT FOUND   USGS
 KJ0292
 KJ0292                          STATION DESCRIPTION
 KJ0292
 KJ0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KJ0292'1.1 MI W FROM RIVER BEND.
 KJ0292'1.1 MILES WEST ALONG STATE HIGHWAY 86 FROM RIVER BEND, ELBERT
 KJ0292'COUNTY, 38 FEET NORTHEAST OF THE EAST APPROACH TO A WOODEN BRIDGE,
 KJ0292'27 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET SOUTH OF
 KJ0292'A FENCE, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED
 KJ0292'F 52 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KJ0292
 KJ0292                          STATION RECOVERY (1970)
 KJ0292
 KJ0292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 KJ0292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0310 ***********************************************************************
 KK0310  DESIGNATION -  F 53
 KK0310  PID         -  KK0310
 KK0310  STATE/COUNTY-  CO/ELBERT
 KK0310  USGS QUAD   -  ELIZABETH (1994)
 KK0310
 KK0310                         *CURRENT SURVEY CONTROL
 KK0310  ___________________________________________________________________
 KK0310* NAD 83(1986)-  39 21 39.     (N)    104 33 33.     (W)     SCALED    
 KK0310* NAVD 88     -      2022.845  (meters)    6636.62   (feet)  POSTED    
 KK0310  ___________________________________________________________________
 KK0310  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 KK0310  DYNAMIC HT  -        2020.750 (meters)    6629.74  (feet)  COMP
 KK0310  MODELED GRAV-     979,520.0   (mgal)                       NAVD 88
 KK0310
 KK0310  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0310
 KK0310.The horizontal coordinates were scaled from a topographic map and have
 KK0310.an estimated accuracy of +/- 6 seconds.
 KK0310
 KK0310.The orthometric height was determined by differential leveling
 KK0310.and adjusted by the National Geodetic Survey in 1992..
 KK0310.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0310.rate of 0.0 thru 1.0 mm/km.
 KK0310
 KK0310.The geoid height was determined by GEOID03.
 KK0310
 KK0310.The dynamic height is computed by dividing the NAVD 88
 KK0310.geopotential number by the normal gravity value computed on the
 KK0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0310.degrees latitude (g = 980.6199 gals.).
 KK0310
 KK0310.The modeled gravity was interpolated from observed gravity values.
 KK0310
 KK0310;                    North         East    Units  Estimated Accuracy
 KK0310;SPC CO C     -   474,790.      995,480.      MT  (+/- 180 meters Scaled)
 KK0310
 KK0310                          SUPERSEDED SURVEY CONTROL
 KK0310
 KK0310  NGVD 29 (??/??/92) 2021.854  (m)         6633.37   (f) ADJ UNCH    2 0
 KK0310
 KK0310.Superseded values are not recommended for survey control.
 KK0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0310.See file dsdata.txt to determine how the superseded data were derived.
 KK0310
 KK0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED379569(NAD 83)
 KK0310_MARKER: DB = BENCH MARK DISK
 KK0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0310_STAMPING: F 53 1934
 KK0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0310+STABILITY: SURFACE MOTION
 KK0310
 KK0310  HISTORY     - Date     Condition        Report By
 KK0310  HISTORY     - 1934     MONUMENTED       CGS
 KK0310  HISTORY     - 1970     MARK NOT FOUND   USGS
 KK0310
 KK0310                          STATION DESCRIPTION
 KK0310
 KK0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0310'2 MI E FROM ELIZABETH.
 KK0310'2.0 MILES EAST ALONG STATE HIGHWAY 86 *FROM ELIZABETH, ELBERT
 KK0310'COUNTY, 24 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 2 FEET NORTH
 KK0310'OF A FENCE, AND IN LINE WITH A ROW OF POWER-TRANSMISSION LINE POLES.
 KK0310'A STANDARD DISK, STAMPED F 53 1934 AND SET IN THE TOP OF A CONCRETE
 KK0310'POST.
 KK0310
 KK0310                          STATION RECOVERY (1970)
 KK0310
 KK0310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 KK0310'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0511 ***********************************************************************
 KK0511  DESIGNATION -  F 54
 KK0511  PID         -  KK0511
 KK0511  STATE/COUNTY-  CO/DOUGLAS
 KK0511  USGS QUAD   -  PARKER (1994)
 KK0511
 KK0511                         *CURRENT SURVEY CONTROL
 KK0511  ___________________________________________________________________
 KK0511* NAD 83(1986)-  39 31 02.     (N)    104 45 43.     (W)     SCALED    
 KK0511* NAVD 88     -      1789.905  (meters)    5872.38   (feet)  POSTED    
 KK0511  ___________________________________________________________________
 KK0511  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 KK0511  DYNAMIC HT  -        1788.110 (meters)    5866.49  (feet)  COMP
 KK0511  MODELED GRAV-     979,561.1   (mgal)                       NAVD 88
 KK0511
 KK0511  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0511
 KK0511.The horizontal coordinates were scaled from a topographic map and have
 KK0511.an estimated accuracy of +/- 6 seconds.
 KK0511
 KK0511.The orthometric height was determined by differential leveling
 KK0511.and adjusted by the National Geodetic Survey in 1992..
 KK0511.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0511.rate of 1.1 thru 2.0 mm/km.
 KK0511
 KK0511.The geoid height was determined by GEOID03.
 KK0511
 KK0511.The dynamic height is computed by dividing the NAVD 88
 KK0511.geopotential number by the normal gravity value computed on the
 KK0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0511.degrees latitude (g = 980.6199 gals.).
 KK0511
 KK0511.The modeled gravity was interpolated from observed gravity values.
 KK0511
 KK0511;                    North         East    Units  Estimated Accuracy
 KK0511;SPC CO C     -   491,990.      977,870.      MT  (+/- 180 meters Scaled)
 KK0511
 KK0511                          SUPERSEDED SURVEY CONTROL
 KK0511
 KK0511  NGVD 29 (??/??/92) 1788.964  (m)         5869.29   (f) ADJ UNCH    2 0
 KK0511
 KK0511.Superseded values are not recommended for survey control.
 KK0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0511.See file dsdata.txt to determine how the superseded data were derived.
 KK0511
 KK0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED204742(NAD 83)
 KK0511_MARKER: DB = BENCH MARK DISK
 KK0511_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0511_SP_SET: CULVERT
 KK0511_STAMPING: F 54 1934
 KK0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0511+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2005
 KK0511
 KK0511  HISTORY     - Date     Condition        Report By
 KK0511  HISTORY     - 1934     MONUMENTED       CGS
 KK0511  HISTORY     - 20050926 GOOD             USPSQD
 KK0511
 KK0511                          STATION DESCRIPTION
 KK0511
 KK0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0511'AT PARKER.
 KK0511'AT PARKER, DOUGLAS COUNTY, ON THE COLORADO AND SOUTHEREN RAILWAY,
 KK0511'240 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AT THE INTERSECTION,
 KK0511'OF STATE HIGHWAY 83 AND A ROAD LEADING EAST, 57 FEET NORTHEAST OF
 KK0511'THE CENTER OF THE INTERSECTION, 18 FEET SOUTH OF THE
 KK0511'SOUTHWEST CORNER OF THE DOUGLAS CO. BANK
 KK0511'BUILDING, AT A CONCRETE CULVERT, AND IN THE SOUTH END OF A
 KK0511'CONCRETE HEADWALL.  A STANDARD DISK, STAMPED F 54 1934.
 KK0511
 KK0511                          STATION RECOVERY (2005)
 KK0511
 KK0511'RECOVERY NOTE BY US POWER SQUADRON 2005 (DF)
 KK0511'RECOVERED. MARKS APPEARS TO HAVE BEEN REPLACED IN 1992 WHEN THE NEW
 KK0511'BRIDGE WAS CONSTRUCTED.  NEW DIRECTIONS.  FROM THE INTERSECTION OF
 KK0511'COLORADO ROUTE 83 AND MAIN STREET INTO PARKER GO EASTERLY ON MAIN
 KK0511'STREET TO S PIKES PEAK RD.  GO SOUTH ON S PIKES PEAK RD AND CROSS THE
 KK0511'BRIDGE AT THE WASH.  THE MARK IS LOCATED IN THE SOUTHWEST CORNER OF
 KK0511'THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0032 ***********************************************************************
 KK0032  DESIGNATION -  F 55
 KK0032  PID         -  KK0032
 KK0032  STATE/COUNTY-  CO/ADAMS
 KK0032  USGS QUAD   -  BENNETT (1975)
 KK0032
 KK0032                         *CURRENT SURVEY CONTROL
 KK0032  ___________________________________________________________________
 KK0032* NAD 83(1986)-  39 45 22.     (N)    104 25 41.     (W)     SCALED    
 KK0032* NAVD 88     -      1671.926  (meters)    5485.31   (feet)  ADJUSTED  
 KK0032  ___________________________________________________________________
 KK0032  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 KK0032  DYNAMIC HT  -        1670.364 (meters)    5480.19  (feet)  COMP
 KK0032  MODELED GRAV-     979,632.5   (mgal)                       NAVD 88
 KK0032
 KK0032  VERT ORDER  -  FIRST     CLASS II
 KK0032
 KK0032.The horizontal coordinates were scaled from a topographic map and have
 KK0032.an estimated accuracy of +/- 6 seconds.
 KK0032
 KK0032.The orthometric height was determined by differential leveling
 KK0032.and adjusted by the National Geodetic Survey in June 1991..
 KK0032
 KK0032.The geoid height was determined by GEOID03.
 KK0032
 KK0032.The dynamic height is computed by dividing the NAVD 88
 KK0032.geopotential number by the normal gravity value computed on the
 KK0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0032.degrees latitude (g = 980.6199 gals.).
 KK0032
 KK0032.The modeled gravity was interpolated from observed gravity values.
 KK0032
 KK0032;                    North         East    Units  Estimated Accuracy
 KK0032;SPC CO N     -   352,300.    1,006,260.      MT  (+/- 180 meters Scaled)
 KK0032
 KK0032                          SUPERSEDED SURVEY CONTROL
 KK0032
 KK0032  NGVD 29 (??/??/92) 1671.022  (m)         5482.34   (f) ADJ UNCH    1 2
 KK0032
 KK0032.Superseded values are not recommended for survey control.
 KK0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0032.See file dsdata.txt to determine how the superseded data were derived.
 KK0032
 KK0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE489008(NAD 83)
 KK0032_MARKER: DB = BENCH MARK DISK
 KK0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0032_STAMPING: F 55 1934
 KK0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0032+STABILITY: SURFACE MOTION
 KK0032
 KK0032  HISTORY     - Date     Condition        Report By
 KK0032  HISTORY     - 1934     MONUMENTED       CGS
 KK0032  HISTORY     - 1938     GOOD             NGS
 KK0032  HISTORY     - 1983     MARK NOT FOUND   NGS
 KK0032
 KK0032                          STATION DESCRIPTION
 KK0032
 KK0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KK0032'AT BENNETT.
 KK0032'AT BENNETT, ADAMS COUNTY, ON THE UNION PACIFIC RAILROAD, 65 FEET
 KK0032'SOUTH OF THE STATION, ABOUT 160 FEET NORTH OF THE CENTERLINE OF
 KK0032'U.S. HIGHWAY 40, AND SOUTH OF THE TRACK.  A STANDARD DISK, STAMPED
 KK0032'F 55 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KK0032
 KK0032                          STATION RECOVERY (1983)
 KK0032
 KK0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0032'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0344 ***********************************************************************
 KJ0344  DESIGNATION -  F 56
 KJ0344  PID         -  KJ0344
 KJ0344  STATE/COUNTY-  CO/WASHINGTON
 KJ0344  USGS QUAD   -  LAST CHANCE (1973)
 KJ0344
 KJ0344                         *CURRENT SURVEY CONTROL
 KJ0344  ___________________________________________________________________
 KJ0344* NAD 83(1986)-  39 42 39.     (N)    103 35 32.     (W)     SCALED    
 KJ0344* NAVD 88     -      1522.521  (meters)    4995.14   (feet)  ADJUSTED  
 KJ0344  ___________________________________________________________________
 KJ0344  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 KJ0344  DYNAMIC HT  -        1521.171 (meters)    4990.71  (feet)  COMP
 KJ0344  MODELED GRAV-     979,686.4   (mgal)                       NAVD 88
 KJ0344
 KJ0344  VERT ORDER  -  SECOND    CLASS 0
 KJ0344
 KJ0344.The horizontal coordinates were scaled from a topographic map and have
 KJ0344.an estimated accuracy of +/- 6 seconds.
 KJ0344
 KJ0344.The orthometric height was determined by differential leveling
 KJ0344.and adjusted by the National Geodetic Survey in June 1991..
 KJ0344.WARNING-Repeat measurements at this control monument indicate possible
 KJ0344.vertical movement.
 KJ0344
 KJ0344.The geoid height was determined by GEOID03.
 KJ0344
 KJ0344.The dynamic height is computed by dividing the NAVD 88
 KJ0344.geopotential number by the normal gravity value computed on the
 KJ0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0344.degrees latitude (g = 980.6199 gals.).
 KJ0344
 KJ0344.The modeled gravity was interpolated from observed gravity values.
 KJ0344
 KJ0344;                    North         East    Units  Estimated Accuracy
 KJ0344;SPC CO N     -   348,470.    1,077,990.      MT  (+/- 180 meters Scaled)
 KJ0344
 KJ0344                          SUPERSEDED SURVEY CONTROL
 KJ0344
 KJ0344  NGVD 29 (??/??/92) 1521.766  (m)         4992.66   (f) ADJ UNCH    2 0
 KJ0344
 KJ0344.Superseded values are not recommended for survey control.
 KJ0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0344.See file dsdata.txt to determine how the superseded data were derived.
 KJ0344
 KJ0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD206966(NAD 83)
 KJ0344_MARKER: DB = BENCH MARK DISK
 KJ0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0344_STAMPING: F 56 1935
 KJ0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0344+STABILITY: SURFACE MOTION
 KJ0344
 KJ0344  HISTORY     - Date     Condition        Report By
 KJ0344  HISTORY     - 1935     MONUMENTED       CGS
 KJ0344  HISTORY     - 1954     GOOD             NGS
 KJ0344
 KJ0344                          STATION DESCRIPTION
 KJ0344
 KJ0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KJ0344'2.1 MI S FROM LAST CHANCE.
 KJ0344'2.1 MILES SOUTH ALONG STATE HIGHWAY 71 FROM THE INTERSECTION OF U.S.
 KJ0344'HIGHWAY 36 AT LAST CHANCE, WASHINGTON COUNTY, 175 FEET EAST OF A
 KJ0344'CROSSROADS, 160 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 28
 KJ0344'FEET NORTH OF THE CENTERLINE OF THE ROAD, AT THE TOP OF A MESA, AND
 KJ0344'2 FEET SOUTH OF A FENCE LINE.  A STANDARD DISK, STAMPED F 56 1935
 KJ0344'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0122 ***********************************************************************
 KK0122  DESIGNATION -  F 57 RESET
 KK0122  PID         -  KK0122
 KK0122  STATE/COUNTY-  CO/ADAMS
 KK0122  USGS QUAD   -  PEORIA (1978)
 KK0122
 KK0122                         *CURRENT SURVEY CONTROL
 KK0122  ___________________________________________________________________
 KK0122* NAD 83(1986)-  39 44 25.     (N)    104 01 17.     (W)     SCALED    
 KK0122* NAVD 88     -      1537.532  (meters)    5044.39   (feet)  ADJUSTED  
 KK0122  ___________________________________________________________________
 KK0122  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 KK0122  DYNAMIC HT  -        1536.145 (meters)    5039.84  (feet)  COMP
 KK0122  MODELED GRAV-     979,670.0   (mgal)                       NAVD 88
 KK0122
 KK0122  VERT ORDER  -  SECOND    CLASS 0
 KK0122
 KK0122.The horizontal coordinates were scaled from a topographic map and have
 KK0122.an estimated accuracy of +/- 6 seconds.
 KK0122
 KK0122.The orthometric height was determined by differential leveling
 KK0122.and adjusted by the National Geodetic Survey in June 1991..
 KK0122
 KK0122.The geoid height was determined by GEOID03.
 KK0122
 KK0122.The dynamic height is computed by dividing the NAVD 88
 KK0122.geopotential number by the normal gravity value computed on the
 KK0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0122.degrees latitude (g = 980.6199 gals.).
 KK0122
 KK0122.The modeled gravity was interpolated from observed gravity values.
 KK0122
 KK0122;                    North         East    Units  Estimated Accuracy
 KK0122;SPC CO N     -   351,040.    1,041,140.      MT  (+/- 180 meters Scaled)
 KK0122
 KK0122                          SUPERSEDED SURVEY CONTROL
 KK0122
 KK0122  NGVD 29 (??/??/92) 1536.724  (m)         5041.74   (f) ADJ UNCH    2 0
 KK0122
 KK0122.Superseded values are not recommended for survey control.
 KK0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0122.See file dsdata.txt to determine how the superseded data were derived.
 KK0122
 KK0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED838993(NAD 83)
 KK0122_MARKER: DB = BENCH MARK DISK
 KK0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0122_STAMPING: F 57 RESET 1936
 KK0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0122+STABILITY: SURFACE MOTION
 KK0122
 KK0122  HISTORY     - Date     Condition        Report By
 KK0122  HISTORY     - 1936     MONUMENTED       COGS
 KK0122  HISTORY     - 1954     GOOD             NGS
 KK0122
 KK0122                          STATION DESCRIPTION
 KK0122
 KK0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0122'13 MI E FROM BYERS.
 KK0122'0.5 MILE SOUTHEAST ALONG U.S. HIGHWAYS 40 AND 287 FROM THE UNION
 KK0122'PACIFIC RAILROAD STATION AT BYERS, THENCE 4.5 MILES EAST ALONG A
 KK0122'GRAVELED ROAD, THENCE 2.0 MILES NORTH ALONG A GRAVELED ROAD,
 KK0122'THENCE 6.0 MILES EAST ALONG U.S. HIGHWAY 36, 100 FEET NORTH
 KK0122'OF THE CENTER LINE OF THE HIGHWAY, 64 FEET EAST OF THE EXTENDED
 KK0122'CENTER LINE OF A ROAD LEADING SOUTH, 38 FEET WEST OF THE CENTER
 KK0122'LINE OF A TRACK ROAD LEADING NORTH, 8 FEET WEST OF A FENCE
 KK0122'CORNER, IN AN EAST AND WEST FENCE LINE, 1.2 FEET NORTHWEST OF A
 KK0122'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS 0.2 FOOT
 KK0122'BELOW THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0107 ***********************************************************************
 LK0107  DESIGNATION -  F 59
 LK0107  PID         -  LK0107
 LK0107  STATE/COUNTY-  CO/PHILLIPS
 LK0107  USGS QUAD   -  CLARKVILLE (1972)
 LK0107
 LK0107                         *CURRENT SURVEY CONTROL
 LK0107  ___________________________________________________________________
 LK0107* NAD 83(1986)-  40 28 03.     (N)    102 37 36.     (W)     SCALED    
 LK0107* NAVD 88     -      1235.731  (meters)    4054.23   (feet)  ADJUSTED  
 LK0107  ___________________________________________________________________
 LK0107  GEOID HEIGHT-         -20.73  (meters)                     GEOID03
 LK0107  DYNAMIC HT  -        1234.805 (meters)    4051.19  (feet)  COMP
 LK0107  MODELED GRAV-     979,832.2   (mgal)                       NAVD 88
 LK0107
 LK0107  VERT ORDER  -  SECOND    CLASS 0
 LK0107
 LK0107.The horizontal coordinates were scaled from a topographic map and have
 LK0107.an estimated accuracy of +/- 6 seconds.
 LK0107
 LK0107.The orthometric height was determined by differential leveling
 LK0107.and adjusted by the National Geodetic Survey in June 1991..
 LK0107
 LK0107.The geoid height was determined by GEOID03.
 LK0107
 LK0107.The dynamic height is computed by dividing the NAVD 88
 LK0107.geopotential number by the normal gravity value computed on the
 LK0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0107.degrees latitude (g = 980.6199 gals.).
 LK0107
 LK0107.The modeled gravity was interpolated from observed gravity values.
 LK0107
 LK0107;                    North         East    Units  Estimated Accuracy
 LK0107;SPC CO N     -   434,680.    1,158,030.      MT  (+/- 180 meters Scaled)
 LK0107
 LK0107                          SUPERSEDED SURVEY CONTROL
 LK0107
 LK0107  NGVD 29 (??/??/92) 1235.202  (m)         4052.49   (f) ADJ UNCH    2 0
 LK0107
 LK0107.Superseded values are not recommended for survey control.
 LK0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0107.See file dsdata.txt to determine how the superseded data were derived.
 LK0107
 LK0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE012823(NAD 83)
 LK0107_MARKER: DB = BENCH MARK DISK
 LK0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0107_STAMPING: F 59 1935
 LK0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0107+STABILITY: SURFACE MOTION
 LK0107
 LK0107  HISTORY     - Date     Condition        Report By
 LK0107  HISTORY     - 1935     MONUMENTED       CGS
 LK0107  HISTORY     - 1942     GOOD             NGS
 LK0107  HISTORY     - 1972     MARK NOT FOUND   USGS
 LK0107
 LK0107                          STATION DESCRIPTION
 LK0107
 LK0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LK0107'12.4 MI S FROM HAXTUN.
 LK0107'12.4 MILES SOUTH ALONG STATE HIGHWAY 59 FROM THE CITY PARK AT
 LK0107'HAXTUN, PHILLIPS COUNTY, AT A ROAD INTERSECTION 62 FEET WEST OF THE
 LK0107'CENTERLINE OF THE HIGHWAY, 21 FEET SOUTH OF THE CENTERLINE OF THE
 LK0107'ROAD, 50 FEET WEST OF A FENCE CORNER, AND 1-1/2 FEET NORTH OF THE
 LK0107'FENCE.  A STANDARD DISK, STAMPED F 59 1935 AND SET IN THE TOP OF A
 LK0107'CONCRETE POST.
 LK0107
 LK0107                          STATION RECOVERY (1972)
 LK0107
 LK0107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 LK0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0582 ***********************************************************************
 JK0582  DESIGNATION -  F 6
 JK0582  PID         -  JK0582
 JK0582  STATE/COUNTY-  CO/FREMONT
 JK0582  USGS QUAD   -  COTOPAXI (1994)
 JK0582
 JK0582                         *CURRENT SURVEY CONTROL
 JK0582  ___________________________________________________________________
 JK0582* NAD 83(1986)-  38 22 20.     (N)    105 41 51.     (W)     SCALED    
 JK0582* NAVD 88     -      1944.648  (meters)    6380.07   (feet)  ADJUSTED  
 JK0582  ___________________________________________________________________
 JK0582  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 JK0582  DYNAMIC HT  -        1942.374 (meters)    6372.61  (feet)  COMP
 JK0582  MODELED GRAV-     979,390.8   (mgal)                       NAVD 88
 JK0582
 JK0582  VERT ORDER  -  FIRST     CLASS II
 JK0582
 JK0582.The horizontal coordinates were scaled from a topographic map and have
 JK0582.an estimated accuracy of +/- 6 seconds.
 JK0582
 JK0582.The orthometric height was determined by differential leveling
 JK0582.and adjusted by the National Geodetic Survey in June 1991..
 JK0582
 JK0582.The geoid height was determined by GEOID03.
 JK0582
 JK0582.The dynamic height is computed by dividing the NAVD 88
 JK0582.geopotential number by the normal gravity value computed on the
 JK0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0582.degrees latitude (g = 980.6199 gals.).
 JK0582
 JK0582.The modeled gravity was interpolated from observed gravity values.
 JK0582
 JK0582;                    North         East    Units  Estimated Accuracy
 JK0582;SPC CO C     -   364,640.      897,140.      MT  (+/- 180 meters Scaled)
 JK0582
 JK0582                          SUPERSEDED SURVEY CONTROL
 JK0582
 JK0582  NGVD 29 (??/??/92) 1943.378  (m)         6375.90   (f) ADJ UNCH    1 2
 JK0582
 JK0582.Superseded values are not recommended for survey control.
 JK0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0582.See file dsdata.txt to determine how the superseded data were derived.
 JK0582
 JK0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC390473(NAD 83)
 JK0582_MARKER: DB = BENCH MARK DISK
 JK0582_SETTING: 66 = SET IN ROCK OUTCROP
 JK0582_SP_SET: ROCK LEDGE
 JK0582_STAMPING: F 6 1925 6375.922
 JK0582_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0582+STABILITY: POSITION/ELEVATION WELL
 JK0582
 JK0582  HISTORY     - Date     Condition        Report By
 JK0582  HISTORY     - 1925     MONUMENTED       CGS
 JK0582  HISTORY     - 1953     GOOD             NGS
 JK0582  HISTORY     - 1979     GOOD             USGS
 JK0582
 JK0582                          STATION DESCRIPTION
 JK0582
 JK0582'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0582'0.6 MI W FROM COTOPAXI.
 JK0582'0.55 MILE WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0582'FROM THE STATION AT COTOPAXI, 0.25 MILE SOUTHWEST OF MILEPOST 192,
 JK0582'AT THE FOOT OF A STEEP RED ROCK CLIFF, 69 FEET NORTHEAST OF A
 JK0582'TELEPHONE POLE, 19 FEET NORTHWEST OF THE NORTHWEST RAIL, 1.3 FEET
 JK0582'ABOVE THE GROUND, SET IN THE TOP OF A SLOPING ROCK LEDGE.
 JK0582
 JK0582                          STATION RECOVERY (1979)
 JK0582
 JK0582'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JK0582'0.55 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JK0582'THE COUNTY ROAD CROSSING AT COTOPAXI, 0.25 MILES SOUTHWEST OF
 JK0582'MILEPOST 192, AT THE FOOT OF A STEEP RED-ROCK-CLIFF, 69 FEET
 JK0582'NORTHEAST OF A TELEPHONE POLE, 19 FEET NORTHWEST OF THE NORTHWEST
 JK0582'RAIL, 1.3 FEET ABOVE THE GROUND, SET IN THE TOP OF A SLOPING ROCK
 JK0582'LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0271 ***********************************************************************
 LK0271  DESIGNATION -  F 61
 LK0271  PID         -  LK0271
 LK0271  STATE/COUNTY-  CO/MORGAN
 LK0271  USGS QUAD   -  BRUSH EAST (1984)
 LK0271
 LK0271                         *CURRENT SURVEY CONTROL
 LK0271  ___________________________________________________________________
 LK0271* NAD 83(1986)-  40 15 20.     (N)    103 30 55.     (W)     SCALED    
 LK0271* NAVD 88     -      1328.225  (meters)    4357.68   (feet)  ADJUSTED  
 LK0271  ___________________________________________________________________
 LK0271  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 LK0271  DYNAMIC HT  -        1327.175 (meters)    4354.24  (feet)  COMP
 LK0271  MODELED GRAV-     979,788.5   (mgal)                       NAVD 88
 LK0271
 LK0271  VERT ORDER  -  SECOND    CLASS 0
 LK0271
 LK0271.The horizontal coordinates were scaled from a topographic map and have
 LK0271.an estimated accuracy of +/- 6 seconds.
 LK0271
 LK0271.The orthometric height was determined by differential leveling
 LK0271.and adjusted by the National Geodetic Survey in June 1991..
 LK0271
 LK0271.The geoid height was determined by GEOID03.
 LK0271
 LK0271.The dynamic height is computed by dividing the NAVD 88
 LK0271.geopotential number by the normal gravity value computed on the
 LK0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0271.degrees latitude (g = 980.6199 gals.).
 LK0271
 LK0271.The modeled gravity was interpolated from observed gravity values.
 LK0271
 LK0271;                    North         East    Units  Estimated Accuracy
 LK0271;SPC CO N     -   409,090.    1,083,230.      MT  (+/- 180 meters Scaled)
 LK0271
 LK0271                          SUPERSEDED SURVEY CONTROL
 LK0271
 LK0271  NGVD 29 (??/??/92) 1327.578  (m)         4355.56   (f) ADJ UNCH    2 0
 LK0271
 LK0271.Superseded values are not recommended for survey control.
 LK0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0271.See file dsdata.txt to determine how the superseded data were derived.
 LK0271
 LK0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE262571(NAD 83)
 LK0271_MARKER: DB = BENCH MARK DISK
 LK0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0271_STAMPING: F 61 1935
 LK0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0271+STABILITY: SURFACE MOTION
 LK0271
 LK0271  HISTORY     - Date     Condition        Report By
 LK0271  HISTORY     - 1935     MONUMENTED       CGS
 LK0271  HISTORY     - 1977     GOOD             NGS
 LK0271
 LK0271                          STATION DESCRIPTION
 LK0271
 LK0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LK0271'5.8 MI E FROM BRUSH.
 LK0271'5.8 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LK0271'FROM THE STATION AT BRUSH, MORGAN COUNTY, 40 FEET NORTH OF
 LK0271'MILEPOST 449, 50 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 2
 LK0271'FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED F 61 1935 AND SET
 LK0271'IN THE TOP OF A CONCRETE POST.
 LK0271
 LK0271                          STATION RECOVERY (1977)
 LK0271
 LK0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LK0271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0783 ***********************************************************************
 LK0783  DESIGNATION -  F 61 RESET
 LK0783  PID         -  LK0783
 LK0783  STATE/COUNTY-  CO/MORGAN
 LK0783  USGS QUAD   -  LAMB (1984)
 LK0783
 LK0783                         *CURRENT SURVEY CONTROL
 LK0783  ___________________________________________________________________
 LK0783* NAD 83(1986)-  40 14 47.     (N)    103 48 45.     (W)     SCALED    
 LK0783* NAVD 88     -      1321.90   (meters)    4336.9    (feet)  RESET     
 LK0783  ___________________________________________________________________
 LK0783  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 LK0783
 LK0783  VERT ORDER  -  THIRD
 LK0783
 LK0783.The horizontal coordinates were scaled from a topographic map and have
 LK0783.an estimated accuracy of +/- 6 seconds.
 LK0783
 LK0783.The orthometric height was computed from unverified reset data.
 LK0783.No vertical observational check was made to the station.
 LK0783
 LK0783.The geoid height was determined by GEOID03.
 LK0783
 LK0783;                    North         East    Units  Estimated Accuracy
 LK0783;SPC CO N     -   407,540.    1,057,970.      MT  (+/- 180 meters Scaled)
 LK0783
 LK0783                          SUPERSEDED SURVEY CONTROL
 LK0783
 LK0783  NGVD 29 (03/28/06) 1321.19   (m)         4334.6    (f) RESET       3  
 LK0783
 LK0783.Superseded values are not recommended for survey control.
 LK0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0783.See file dsdata.txt to determine how the superseded data were derived.
 LK0783
 LK0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE010557(NAD 83)
 LK0783_MARKER: DB = BENCH MARK DISK
 LK0783_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LK0783_SP_SET: WINGWALL
 LK0783_STAMPING: F 61 RESET 1992
 LK0783_MARK LOGO: NGS   
 LK0783_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LK0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0783+STABILITY: SURFACE MOTION
 LK0783
 LK0783  HISTORY     - Date     Condition        Report By
 LK0783  HISTORY     - 1992     MONUMENTED       NGS
 LK0783
 LK0783                          STATION DESCRIPTION
 LK0783
 LK0783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LK0783'FROM THE INTERSECTION OF MAIN STREET AND RAILROAD AVENUE IN FORT
 LK0783'MORGAN, GO WEST, 0.5 MI (0.80 KM) ON RAILROAD AVENUE TO THE
 LK0783'INTERSECTION OF WEST STREET AND RAILROAD AVENUE.  TURN LEFT, SOUTH,
 LK0783'ON WEST STREET, 0.15 MI (0.24 KM) TO A RAILROAD CROSSING .  CONTINUE
 LK0783'AHEAD, 50 FT (15.24 M) TO THE SOUTHSIDE OF THE TRACKS AND A DIRT
 LK0783'TRACK ROAD ON THE RIGHT.  TURN RIGHT, WEST, FOR 0.1 MI (0.16 KM) TO
 LK0783'THE BENCH MARK.  IT IS IN THE CENTER OF THE NORTHEAST WINGWALL OF AN
 LK0783'IRRIGATION DITCH OWNED BY THE FORT MORGAN RESERVOIR AND IRRIGATION
 LK0783'CO., 218 EAST KIOWA AVENUE, SUITE A, P.O. BOX 38, FORT MORGAN, CO.
 LK0783'80701, TELEPHONE 303-867-7561.  IT IS 87.2 M (286.09 FT) SOUTH OF THE
 LK0783'CENTER OF CANFIELD ROAD, 46.8 M (153.54 FT) SOUTH OF THE SOUTHERN
 LK0783'RAIL OF THE BURLINGTON NORTHERN RAILROAD TRACKS, 4.5 M (14.76 FT)
 LK0783'WEST-SOUTHWEST OF THE CENTER OF THE DITCH ROAD, 4.4 M (14.44 FT)
 LK0783'EAST-NORTHEAST OF THE CENTER OF THE FORT MORGAN DITCH AND ABOUT 0.1
 LK0783'MI (0.16 KM) WEST OF THE CENTER OF WEST ROAD (ROAD 18).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0125 ***********************************************************************
 LL0125  DESIGNATION -  F 62
 LL0125  PID         -  LL0125
 LL0125  STATE/COUNTY-  CO/WELD
 LL0125  USGS QUAD   -  PROSPECT VALLEY (1978)
 LL0125
 LL0125                         *CURRENT SURVEY CONTROL
 LL0125  ___________________________________________________________________
 LL0125* NAD 83(1986)-  40 04 24.     (N)    104 26 31.     (W)     SCALED    
 LL0125* NAVD 88     -      1476.378  (meters)    4843.75   (feet)  POSTED    
 LL0125  ___________________________________________________________________
 LL0125  GEOID HEIGHT-         -18.66  (meters)                     GEOID03
 LL0125  DYNAMIC HT  -        1475.080 (meters)    4839.49  (feet)  COMP
 LL0125  MODELED GRAV-     979,698.3   (mgal)                       NAVD 88
 LL0125
 LL0125  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0125
 LL0125.The horizontal coordinates were scaled from a topographic map and have
 LL0125.an estimated accuracy of +/- 6 seconds.
 LL0125
 LL0125.The orthometric height was determined by differential leveling
 LL0125.and adjusted by the National Geodetic Survey in 1992..
 LL0125.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0125.rate of 0.0 thru 1.0 mm/km.
 LL0125
 LL0125.The geoid height was determined by GEOID03.
 LL0125
 LL0125.The dynamic height is computed by dividing the NAVD 88
 LL0125.geopotential number by the normal gravity value computed on the
 LL0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0125.degrees latitude (g = 980.6199 gals.).
 LL0125
 LL0125.The modeled gravity was interpolated from observed gravity values.
 LL0125
 LL0125;                    North         East    Units  Estimated Accuracy
 LL0125;SPC CO N     -   387,500.    1,004,650.      MT  (+/- 180 meters Scaled)
 LL0125
 LL0125                          SUPERSEDED SURVEY CONTROL
 LL0125
 LL0125  NGVD 29 (??/??/92) 1475.538  (m)         4840.99   (f) ADJ UNCH    2 0
 LL0125
 LL0125.Superseded values are not recommended for survey control.
 LL0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0125.See file dsdata.txt to determine how the superseded data were derived.
 LL0125
 LL0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE475360(NAD 83)
 LL0125_MARKER: DB = BENCH MARK DISK
 LL0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0125_STAMPING: F 62 1934
 LL0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0125+STABILITY: SURFACE MOTION
 LL0125
 LL0125  HISTORY     - Date     Condition        Report By
 LL0125  HISTORY     - 1934     MONUMENTED       CGS
 LL0125  HISTORY     - 1979     MARK NOT FOUND   NGS
 LL0125
 LL0125                          STATION DESCRIPTION
 LL0125
 LL0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0125'1.4 MI W FROM PROSPECT.
 LL0125'1.4 MILES WEST ALONG STATE HIGHWAY 52 FROM PROSPECT, WELD COUNTY,
 LL0125'AT THE CROSSING OF THE CHICAGO, BURLINGTON AND QUINCH RAILROAD, 36
 LL0125'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 16 FEET WEST OF A
 LL0125'FENCE CORNER, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK,
 LL0125'STAMPED F 62 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LL0125
 LL0125                          STATION RECOVERY (1979)
 LL0125
 LL0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LL0125'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0251 ***********************************************************************
 LK0251  DESIGNATION -  F 63
 LK0251  PID         -  LK0251
 LK0251  STATE/COUNTY-  CO/WASHINGTON
 LK0251  USGS QUAD   -  BUFFALO SPRINGS RANCH (1984)
 LK0251
 LK0251                         *CURRENT SURVEY CONTROL
 LK0251  ___________________________________________________________________
 LK0251* NAD 83(1986)-  40 18 26.     (N)    103 12 46.     (W)     SCALED    
 LK0251* NAVD 88     -      1361.681  (meters)    4467.45   (feet)  ADJUSTED  
 LK0251  ___________________________________________________________________
 LK0251  GEOID HEIGHT-         -20.03  (meters)                     GEOID03
 LK0251  DYNAMIC HT  -        1360.606 (meters)    4463.92  (feet)  COMP
 LK0251  MODELED GRAV-     979,788.6   (mgal)                       NAVD 88
 LK0251
 LK0251  VERT ORDER  -  SECOND    CLASS 0
 LK0251
 LK0251.The horizontal coordinates were scaled from a topographic map and have
 LK0251.an estimated accuracy of +/- 6 seconds.
 LK0251
 LK0251.The orthometric height was determined by differential leveling
 LK0251.and adjusted by the National Geodetic Survey in June 1991..
 LK0251
 LK0251.The geoid height was determined by GEOID03.
 LK0251
 LK0251.The dynamic height is computed by dividing the NAVD 88
 LK0251.geopotential number by the normal gravity value computed on the
 LK0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0251.degrees latitude (g = 980.6199 gals.).
 LK0251
 LK0251.The modeled gravity was interpolated from observed gravity values.
 LK0251
 LK0251;                    North         East    Units  Estimated Accuracy
 LK0251;SPC CO N     -   415,440.    1,108,810.      MT  (+/- 180 meters Scaled)
 LK0251
 LK0251                          SUPERSEDED SURVEY CONTROL
 LK0251
 LK0251  NGVD 29 (??/??/92) 1361.054  (m)         4465.39   (f) ADJ UNCH    2 0
 LK0251
 LK0251.Superseded values are not recommended for survey control.
 LK0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0251.See file dsdata.txt to determine how the superseded data were derived.
 LK0251
 LK0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE518633(NAD 83)
 LK0251_MARKER: DB = BENCH MARK DISK
 LK0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0251_STAMPING: F 63 1935
 LK0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0251+STABILITY: SURFACE MOTION
 LK0251
 LK0251  HISTORY     - Date     Condition        Report By
 LK0251  HISTORY     - 1935     MONUMENTED       CGS
 LK0251  HISTORY     - 1941     GOOD             NGS
 LK0251  HISTORY     - 1973     MARK NOT FOUND   USGS
 LK0251
 LK0251                          STATION DESCRIPTION
 LK0251
 LK0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LK0251'3.7 MI S FROM WAITLEY.
 LK0251'3.7 MILES SOUTH ALONG STATE HIGHWAY 63 FROM WAITLEY, WASHINGTON
 LK0251'COUNTY, AT A ROAD INTERSECTION, 80 FEET FROM THE CENTERLINE OF THE
 LK0251'HIGHWAY, 30 FEET NORTH OF THE CENTERLINE OF THE ROAD, 30 FEET WEST
 LK0251'OF A FENCE CORNER, AND 2 FEET NORTH OF THE FENCE LINE.  A STANDARD
 LK0251'DISK, STAMPED F 63 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LK0251
 LK0251                          STATION RECOVERY (1973)
 LK0251
 LK0251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LK0251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0332 ***********************************************************************
 HK0332  DESIGNATION -  F 64
 HK0332  PID         -  HK0332
 HK0332  STATE/COUNTY-  CO/COSTILLA
 HK0332  USGS QUAD   -  GARCIA (1967)
 HK0332
 HK0332                         *CURRENT SURVEY CONTROL
 HK0332  ___________________________________________________________________
 HK0332* NAD 83(1986)-  37 04 53.     (N)    105 36 38.     (W)     SCALED    
 HK0332* NAVD 88     -      2330.972  (meters)    7647.53   (feet)  ADJUSTED  
 HK0332  ___________________________________________________________________
 HK0332  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 HK0332  DYNAMIC HT  -        2327.813 (meters)    7637.17  (feet)  COMP
 HK0332  MODELED GRAV-     979,192.0   (mgal)                       NAVD 88
 HK0332
 HK0332  VERT ORDER  -  SECOND    CLASS 0
 HK0332
 HK0332.The horizontal coordinates were scaled from a topographic map and have
 HK0332.an estimated accuracy of +/- 6 seconds.
 HK0332
 HK0332.The orthometric height was determined by differential leveling
 HK0332.and adjusted by the National Geodetic Survey in June 1991..
 HK0332
 HK0332.The geoid height was determined by GEOID03.
 HK0332
 HK0332.The dynamic height is computed by dividing the NAVD 88
 HK0332.geopotential number by the normal gravity value computed on the
 HK0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0332.degrees latitude (g = 980.6199 gals.).
 HK0332
 HK0332.The modeled gravity was interpolated from observed gravity values.
 HK0332
 HK0332;                    North         East    Units  Estimated Accuracy
 HK0332;SPC CO S     -   350,830.      904,570.      MT  (+/- 180 meters Scaled)
 HK0332
 HK0332                          SUPERSEDED SURVEY CONTROL
 HK0332
 HK0332  NGVD 29 (??/??/92) 2329.694  (m)         7643.34   (f) ADJ UNCH    2 0
 HK0332
 HK0332.Superseded values are not recommended for survey control.
 HK0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0332.See file dsdata.txt to determine how the superseded data were derived.
 HK0332
 HK0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB457040(NAD 83)
 HK0332_MARKER: DB = BENCH MARK DISK
 HK0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0332_STAMPING: F 64 1934
 HK0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0332+STABILITY: SURFACE MOTION
 HK0332
 HK0332  HISTORY     - Date     Condition        Report By
 HK0332  HISTORY     - 1934     MONUMENTED       CGS
 HK0332  HISTORY     - 1967     GOOD             NGS
 HK0332
 HK0332                          STATION DESCRIPTION
 HK0332
 HK0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HK0332'1.2 MI S FROM MESITA.
 HK0332'REVISED DESCRIPTION- ABOUT 1.2 MILES SOUTH ALONG A FIELD ROAD,
 HK0332'LOCATED 0.3 MILE WEST OF THE MESITA CHURCH AT MESITA, PARALLELING
 HK0332'THE OLD RAILROAD GRADE OF THE SAN LUIS VALLEY SOUTHERN RAILWAY,
 HK0332'ABOUT 700 FEET SOUTH OF A T-ROAD WEST, 13 FEET WEST OF THE CENTERLINE
 HK0332'OF THE ROAD AND 45 FEET EAST OF THE OLD RAILROAD GRADE PARALLELING
 HK0332'THE ROAD.  SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0320 ***********************************************************************
 HK0320  DESIGNATION -  F 65
 HK0320  PID         -  HK0320
 HK0320  STATE/COUNTY-  CO/COSTILLA
 HK0320  USGS QUAD   -  MESITO RESERVOIR (1982)
 HK0320
 HK0320                         *CURRENT SURVEY CONTROL
 HK0320  ___________________________________________________________________
 HK0320* NAD 83(1986)-  37 10 30.     (N)    105 42 05.     (W)     SCALED    
 HK0320* NAVD 88     -      2286.895  (meters)    7502.92   (feet)  ADJUSTED  
 HK0320  ___________________________________________________________________
 HK0320  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 HK0320  DYNAMIC HT  -        2283.845 (meters)    7492.91  (feet)  COMP
 HK0320  MODELED GRAV-     979,215.1   (mgal)                       NAVD 88
 HK0320
 HK0320  VERT ORDER  -  SECOND    CLASS 0
 HK0320
 HK0320.The horizontal coordinates were scaled from a topographic map and have
 HK0320.an estimated accuracy of +/- 6 seconds.
 HK0320
 HK0320.The orthometric height was determined by differential leveling
 HK0320.and adjusted by the National Geodetic Survey in June 1991..
 HK0320
 HK0320.The geoid height was determined by GEOID03.
 HK0320
 HK0320.The dynamic height is computed by dividing the NAVD 88
 HK0320.geopotential number by the normal gravity value computed on the
 HK0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0320.degrees latitude (g = 980.6199 gals.).
 HK0320
 HK0320.The modeled gravity was interpolated from observed gravity values.
 HK0320
 HK0320;                    North         East    Units  Estimated Accuracy
 HK0320;SPC CO S     -   361,240.      896,520.      MT  (+/- 180 meters Scaled)
 HK0320
 HK0320                          SUPERSEDED SURVEY CONTROL
 HK0320
 HK0320  NGVD 29 (??/??/92) 2285.651  (m)         7498.84   (f) ADJ UNCH    2 0
 HK0320
 HK0320.Superseded values are not recommended for survey control.
 HK0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0320.See file dsdata.txt to determine how the superseded data were derived.
 HK0320
 HK0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB377145(NAD 83)
 HK0320_MARKER: DB = BENCH MARK DISK
 HK0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0320_STAMPING: F 65 1934
 HK0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0320+STABILITY: SURFACE MOTION
 HK0320
 HK0320  HISTORY     - Date     Condition        Report By
 HK0320  HISTORY     - 1934     MONUMENTED       CGS
 HK0320  HISTORY     - 1984     GOOD             NGS
 HK0320
 HK0320                          STATION DESCRIPTION
 HK0320
 HK0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0320'13.4 MI E FROM MANASSA.
 HK0320'13.4 MI E OF MANASSA, ON ST. HWYS 142 AND 136, 1.9 MI EAST OF THE
 HK0320'RIO GRANDE RIVER BRIDGE, 43 FEET SOUTH OF THE CENTERLINE OF THE
 HK0320'HIGHWAY.
 HK0320
 HK0320                          STATION RECOVERY (1984)
 HK0320
 HK0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0320'ADDITIONS: 16.8 M (55 FT) NORTH OF THE SOUTHERN RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0245 ***********************************************************************
 HK0245  DESIGNATION -  F 66
 HK0245  PID         -  HK0245
 HK0245  STATE/COUNTY-  CO/LAS ANIMAS
 HK0245  USGS QUAD   -  STONEWALL (1994)
 HK0245
 HK0245                         *CURRENT SURVEY CONTROL
 HK0245  ___________________________________________________________________
 HK0245* NAD 83(1986)-  37 12 02.     (N)    105 03 56.     (W)     SCALED    
 HK0245* NAVD 88     -      2716.914  (meters)    8913.74   (feet)  ADJUSTED  
 HK0245  ___________________________________________________________________
 HK0245  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 HK0245  DYNAMIC HT  -        2713.119 (meters)    8901.29  (feet)  COMP
 HK0245  MODELED GRAV-     979,135.0   (mgal)                       NAVD 88
 HK0245
 HK0245  VERT ORDER  -  SECOND    CLASS 0
 HK0245
 HK0245.The horizontal coordinates were scaled from a topographic map and have
 HK0245.an estimated accuracy of +/- 6 seconds.
 HK0245
 HK0245.The orthometric height was determined by differential leveling
 HK0245.and adjusted by the National Geodetic Survey in June 1991..
 HK0245
 HK0245.The geoid height was determined by GEOID03.
 HK0245
 HK0245.The dynamic height is computed by dividing the NAVD 88
 HK0245.geopotential number by the normal gravity value computed on the
 HK0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0245.degrees latitude (g = 980.6199 gals.).
 HK0245
 HK0245.The modeled gravity was interpolated from observed gravity values.
 HK0245
 HK0245;                    North         East    Units  Estimated Accuracy
 HK0245;SPC CO S     -   364,140.      952,970.      MT  (+/- 180 meters Scaled)
 HK0245
 HK0245                          SUPERSEDED SURVEY CONTROL
 HK0245
 HK0245  NGVD 29 (??/??/92) 2715.517  (m)         8909.16   (f) ADJ UNCH    2 0
 HK0245
 HK0245.Superseded values are not recommended for survey control.
 HK0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0245.See file dsdata.txt to determine how the superseded data were derived.
 HK0245
 HK0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB941171(NAD 83)
 HK0245_MARKER: DB = BENCH MARK DISK
 HK0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0245_STAMPING: F 66 1934
 HK0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0245+STABILITY: SURFACE MOTION
 HK0245
 HK0245  HISTORY     - Date     Condition        Report By
 HK0245  HISTORY     - 1934     MONUMENTED       CGS
 HK0245
 HK0245                          STATION DESCRIPTION
 HK0245
 HK0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0245'16 MI W FROM WESTON.
 HK0245'16.0 MI W ON STATE HWYS 12, 111 AND WHISKEY PASS RD FROM WESTON,
 HK0245'ABOUT 0.8 MI WEST OF THE JUNCTION OF STATE HWY 111, AND WHISKEY
 HK0245'PASS ROAD, ABOUT 80 YDS E OF THE EAST END OF A 5 CUT,  24 FEET
 HK0245'SOUTH OF THE CENTERLINE OF THE ROAD, 2 FEET N OF A FENCE LINE,
 HK0245'AND ABOUT 2 FEET BELOW THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0106 ***********************************************************************
 HK0106  DESIGNATION -  F 67
 HK0106  PID         -  HK0106
 HK0106  STATE/COUNTY-  CO/LAS ANIMAS
 HK0106  USGS QUAD   -  VIGIL (1971)
 HK0106
 HK0106                         *CURRENT SURVEY CONTROL
 HK0106  ___________________________________________________________________
 HK0106* NAD 83(1986)-  37 08 35.     (N)    104 53 20.     (W)     SCALED    
 HK0106* NAVD 88     -      2155.656  (meters)    7072.35   (feet)  ADJUSTED  
 HK0106  ___________________________________________________________________
 HK0106  GEOID HEIGHT-         -17.64  (meters)                     GEOID03
 HK0106  DYNAMIC HT  -        2152.814 (meters)    7063.02  (feet)  COMP
 HK0106  MODELED GRAV-     979,235.9   (mgal)                       NAVD 88
 HK0106
 HK0106  VERT ORDER  -  SECOND    CLASS 0
 HK0106
 HK0106.The horizontal coordinates were scaled from a topographic map and have
 HK0106.an estimated accuracy of +/- 6 seconds.
 HK0106
 HK0106.The orthometric height was determined by differential leveling
 HK0106.and adjusted by the National Geodetic Survey in June 1991..
 HK0106
 HK0106.The geoid height was determined by GEOID03.
 HK0106
 HK0106.The dynamic height is computed by dividing the NAVD 88
 HK0106.geopotential number by the normal gravity value computed on the
 HK0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0106.degrees latitude (g = 980.6199 gals.).
 HK0106
 HK0106.The modeled gravity was interpolated from observed gravity values.
 HK0106
 HK0106;                    North         East    Units  Estimated Accuracy
 HK0106;SPC CO S     -   357,850.      968,700.      MT  (+/- 180 meters Scaled)
 HK0106
 HK0106                          SUPERSEDED SURVEY CONTROL
 HK0106
 HK0106.No superseded survey control is available for this station.
 HK0106
 HK0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB098107(NAD 83)
 HK0106_MARKER: DB = BENCH MARK DISK
 HK0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0106_STAMPING: F 67 1934
 HK0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0106+STABILITY: SURFACE MOTION
 HK0106
 HK0106  HISTORY     - Date     Condition        Report By
 HK0106  HISTORY     - 1934     MONUMENTED       CGS
 HK0106  HISTORY     - 1971     MARK NOT FOUND   NGS
 HK0106
 HK0106                          STATION DESCRIPTION
 HK0106
 HK0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0106'2.5 MI W FROM WESTON.
 HK0106'ABOUT 2.5 MILES WEST ALONG STATE HIGHWAY 12 FROM WESTON, LAS ANIMAS
 HK0106'COUNTY, ABOUT 300 YARDS NORTHEAST OF A GREY STUCCO HOUSE, 12 FEET
 HK0106'EAST OF A LANE LEADING TO THE HOUSE, 6 FEET SOUTH OF A IRRIGATION
 HK0106'PIPE LINE ACROSS THE LANE, 24 FEET SOUTH OF THE CENTER LINE OF THE
 HK0106'HIGHWAY, AND 6 FEET SOUTH OF A FENCE CORNER.  A STANDARD DISK,
 HK0106'STAMPED F 67 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HK0106
 HK0106                          STATION RECOVERY (1971)
 HK0106
 HK0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 HK0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0066 ***********************************************************************
 HK0066  DESIGNATION -  F 68
 HK0066  PID         -  HK0066
 HK0066  STATE/COUNTY-  CO/LAS ANIMAS
 HK0066  USGS QUAD   -  TRINIDAD EAST (1971)
 HK0066
 HK0066                         *CURRENT SURVEY CONTROL
 HK0066  ___________________________________________________________________
 HK0066* NAD 83(1986)-  37 13 27.     (N)    104 24 46.     (W)     SCALED    
 HK0066* NAVD 88     -      1800.409  (meters)    5906.84   (feet)  ADJUSTED  
 HK0066  ___________________________________________________________________
 HK0066  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 HK0066  DYNAMIC HT  -        1798.222 (meters)    5899.67  (feet)  COMP
 HK0066  MODELED GRAV-     979,352.7   (mgal)                       NAVD 88
 HK0066
 HK0066  VERT ORDER  -  SECOND    CLASS 0
 HK0066
 HK0066.The horizontal coordinates were scaled from a topographic map and have
 HK0066.an estimated accuracy of +/- 6 seconds.
 HK0066
 HK0066.The orthometric height was determined by differential leveling
 HK0066.and adjusted by the National Geodetic Survey in June 1991..
 HK0066
 HK0066.The geoid height was determined by GEOID03.
 HK0066
 HK0066.The dynamic height is computed by dividing the NAVD 88
 HK0066.geopotential number by the normal gravity value computed on the
 HK0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0066.degrees latitude (g = 980.6199 gals.).
 HK0066
 HK0066.The modeled gravity was interpolated from observed gravity values.
 HK0066
 HK0066;                    North         East    Units  Estimated Accuracy
 HK0066;SPC CO S     -   367,240.    1,010,890.      MT  (+/- 180 meters Scaled)
 HK0066
 HK0066                          SUPERSEDED SURVEY CONTROL
 HK0066
 HK0066  NGVD 29 (??/??/92) 1799.423  (m)         5903.61   (f) ADJ UNCH    2 0
 HK0066
 HK0066.Superseded values are not recommended for survey control.
 HK0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0066.See file dsdata.txt to determine how the superseded data were derived.
 HK0066
 HK0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB520199(NAD 83)
 HK0066_MARKER: DB = BENCH MARK DISK
 HK0066_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HK0066_SP_SET: ABUTMENT
 HK0066_STAMPING: F 68 1934
 HK0066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0066
 HK0066  HISTORY     - Date     Condition        Report By
 HK0066  HISTORY     - 1934     MONUMENTED       CGS
 HK0066  HISTORY     - 1971     GOOD             USGS
 HK0066
 HK0066                          STATION DESCRIPTION
 HK0066
 HK0066'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HK0066'7.1 MI E FROM TRINIDAD.
 HK0066'ABOUT 7.1 MILES EAST ALONG THE COLORADO AND SOUTHERN RAILWAY FROM THE
 HK0066'STATION AT TRINIDAD, LAS ANIMAS COUNTY, ABOUT 1000 FT. SOUTH OF THE
 HK0066'CROSSING OF U.S. HWY. 350, ABOUT 150 FT. WEST OF THE OLD HIGHWAY
 HK0066'CROSSING, ABOUT 170 FT. NORTHWEST OF THE SWITCH AT THE NORTH END OF
 HK0066'BESHOAR SIDING, AT AN OLD CONCRETE HIGHWAY CULVERT, IN THE CENTER
 HK0066'OF THE NORTH CONCRETE ABUTMENT, 15 FT. NORTH OF THE CENTERLINE OF
 HK0066'THE OLD HIGHWAY, A STANDARD DISK STAMPED F-68 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0043 ***********************************************************************
 HK0043  DESIGNATION -  F 69
 HK0043  PID         -  HK0043
 HK0043  STATE/COUNTY-  CO/LAS ANIMAS
 HK0043  USGS QUAD   -  EARL (1970)
 HK0043
 HK0043                         *CURRENT SURVEY CONTROL
 HK0043  ___________________________________________________________________
 HK0043* NAD 83(1986)-  37 18 43.     (N)    104 17 14.     (W)     SCALED    
 HK0043* NAVD 88     -      1745.828  (meters)    5727.77   (feet)  ADJUSTED  
 HK0043  ___________________________________________________________________
 HK0043  GEOID HEIGHT-         -19.55  (meters)                     GEOID03
 HK0043  DYNAMIC HT  -        1743.763 (meters)    5721.00  (feet)  COMP
 HK0043  MODELED GRAV-     979,385.9   (mgal)                       NAVD 88
 HK0043
 HK0043  VERT ORDER  -  SECOND    CLASS 0
 HK0043
 HK0043.The horizontal coordinates were scaled from a topographic map and have
 HK0043.an estimated accuracy of +/- 6 seconds.
 HK0043
 HK0043.The orthometric height was determined by differential leveling
 HK0043.and adjusted by the National Geodetic Survey in June 1991..
 HK0043
 HK0043.The geoid height was determined by GEOID03.
 HK0043
 HK0043.The dynamic height is computed by dividing the NAVD 88
 HK0043.geopotential number by the normal gravity value computed on the
 HK0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0043.degrees latitude (g = 980.6199 gals.).
 HK0043
 HK0043.The modeled gravity was interpolated from observed gravity values.
 HK0043
 HK0043;                    North         East    Units  Estimated Accuracy
 HK0043;SPC CO S     -   377,110.    1,021,910.      MT  (+/- 180 meters Scaled)
 HK0043
 HK0043                          SUPERSEDED SURVEY CONTROL
 HK0043
 HK0043  NGVD 29 (??/??/92) 1744.890  (m)         5724.69   (f) ADJ UNCH    2 0
 HK0043
 HK0043.Superseded values are not recommended for survey control.
 HK0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0043.See file dsdata.txt to determine how the superseded data were derived.
 HK0043
 HK0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB631297(NAD 83)
 HK0043_MARKER: DB = BENCH MARK DISK
 HK0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0043_STAMPING: F 69 1934
 HK0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0043+STABILITY: SURFACE MOTION
 HK0043
 HK0043  HISTORY     - Date     Condition        Report By
 HK0043  HISTORY     - 1934     MONUMENTED       CGS
 HK0043
 HK0043                          STATION DESCRIPTION
 HK0043
 HK0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0043'1.6 MI SW FROM EARL.
 HK0043'ABOUT 1.6 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA
 HK0043'FE RAILWAY FROM THE STATION AT EARL, LAS ANIMAS COUNTY, ABOUT 1
 HK0043'POLE NORTHEAST OF MILEPOST 620, AT THE SOUTHWEST END OF A LARGE
 HK0043'CUT, ABOUT 99 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK,
 HK0043'ABOUT 52 FEET SOUTHEAST OF A POLE, AND 1 FOOT NORTHWEST OF A
 HK0043'FENCE.  A STANDARD DISK, STAMPED F 69 1934 AND SET IN THE TOP
 HK0043'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0476 ***********************************************************************
 JK0476  DESIGNATION -  F 7
 JK0476  PID         -  JK0476
 JK0476  STATE/COUNTY-  CO/FREMONT
 JK0476  USGS QUAD   -  PIERCE GULCH (1994)
 JK0476
 JK0476                         *CURRENT SURVEY CONTROL
 JK0476  ___________________________________________________________________
 JK0476* NAD 83(1986)-  38 22 54.     (N)    104 59 49.     (W)     SCALED    
 JK0476* NAVD 88     -      1529.556  (meters)    5018.22   (feet)  ADJUSTED  
 JK0476  ___________________________________________________________________
 JK0476  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 JK0476  DYNAMIC HT  -        1527.925 (meters)    5012.87  (feet)  COMP
 JK0476  MODELED GRAV-     979,509.5   (mgal)                       NAVD 88
 JK0476
 JK0476  VERT ORDER  -  FIRST     CLASS II
 JK0476
 JK0476.The horizontal coordinates were scaled from a topographic map and have
 JK0476.an estimated accuracy of +/- 6 seconds.
 JK0476
 JK0476.The orthometric height was determined by differential leveling
 JK0476.and adjusted by the National Geodetic Survey in June 1991..
 JK0476
 JK0476.The geoid height was determined by GEOID03.
 JK0476
 JK0476.The dynamic height is computed by dividing the NAVD 88
 JK0476.geopotential number by the normal gravity value computed on the
 JK0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0476.degrees latitude (g = 980.6199 gals.).
 JK0476
 JK0476.The modeled gravity was interpolated from observed gravity values.
 JK0476
 JK0476;                    North         East    Units  Estimated Accuracy
 JK0476;SPC CO C     -   365,790.      958,360.      MT  (+/- 180 meters Scaled)
 JK0476
 JK0476                          SUPERSEDED SURVEY CONTROL
 JK0476
 JK0476  NGVD 29 (??/??/92) 1528.614  (m)         5015.13   (f) ADJ UNCH    1 2
 JK0476
 JK0476.Superseded values are not recommended for survey control.
 JK0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0476.See file dsdata.txt to determine how the superseded data were derived.
 JK0476
 JK0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC002481(NAD 83)
 JK0476_MARKER: DB = BENCH MARK DISK
 JK0476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0476_STAMPING: F 7 1925 5015.515
 JK0476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0476+STABILITY: SURFACE MOTION
 JK0476
 JK0476  HISTORY     - Date     Condition        Report By
 JK0476  HISTORY     - 1925     MONUMENTED       CGS
 JK0476  HISTORY     - 1953     GOOD             NGS
 JK0476
 JK0476                          STATION DESCRIPTION
 JK0476
 JK0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0476'1.2 MI E FROM PORTLAND.
 JK0476'1.25 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0476'FROM THE STATION AT PORTLAND, AT THE ABANDONED TOWN OF CONCRETE,
 JK0476'350 FEET SOUTH OF THE LARGEST CONCRETE SILO WHICH IS STILL STANDING,
 JK0476'0.15 MILE WEST OF A PHONE BOOTH, 193 FEET SOUTHEAST OF THE
 JK0476'SOUTHEAST CORNER OF THE ABANDONED RAILROAD STATION, 23.5 FEET NORTH
 JK0476'OF A FENCE, 24.5 FEET NORTHWEST OF A 4X5 FOOT BOULDER, 6.2 FEET
 JK0476'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 33 FEET SOUTHWEST OF
 JK0476'THE SOUTHWEST RAIL OF A SIDE TRACK, SET IN THE TOP OF A CONCRETE
 JK0476'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0185 ***********************************************************************
 HJ0185  DESIGNATION -  F 70
 HJ0185  PID         -  HJ0185
 HJ0185  STATE/COUNTY-  CO/OTERO
 HJ0185  USGS QUAD   -  LA JUNTA SW (1984)
 HJ0185
 HJ0185                         *CURRENT SURVEY CONTROL
 HJ0185  ___________________________________________________________________
 HJ0185* NAD 83(1986)-  37 52 19.     (N)    103 42 12.     (W)     SCALED    
 HJ0185* NAVD 88     -      1334.871  (meters)    4379.49   (feet)  ADJUSTED  
 HJ0185  ___________________________________________________________________
 HJ0185  GEOID HEIGHT-         -21.53  (meters)                     GEOID03
 HJ0185  DYNAMIC HT  -        1333.486 (meters)    4374.95  (feet)  COMP
 HJ0185  MODELED GRAV-     979,545.7   (mgal)                       NAVD 88
 HJ0185
 HJ0185  VERT ORDER  -  SECOND    CLASS 0
 HJ0185
 HJ0185.The horizontal coordinates were scaled from a topographic map and have
 HJ0185.an estimated accuracy of +/- 6 seconds.
 HJ0185
 HJ0185.The orthometric height was determined by differential leveling
 HJ0185.and adjusted by the National Geodetic Survey in June 1991..
 HJ0185
 HJ0185.The geoid height was determined by GEOID03.
 HJ0185
 HJ0185.The dynamic height is computed by dividing the NAVD 88
 HJ0185.geopotential number by the normal gravity value computed on the
 HJ0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0185.degrees latitude (g = 980.6199 gals.).
 HJ0185
 HJ0185.The modeled gravity was interpolated from observed gravity values.
 HJ0185
 HJ0185;                    North         East    Units  Estimated Accuracy
 HJ0185;SPC CO S     -   440,090.    1,072,460.      MT  (+/- 180 meters Scaled)
 HJ0185
 HJ0185                          SUPERSEDED SURVEY CONTROL
 HJ0185
 HJ0185  NGVD 29 (??/??/92) 1334.152  (m)         4377.13   (f) ADJ UNCH    2 0
 HJ0185
 HJ0185.Superseded values are not recommended for survey control.
 HJ0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0185.See file dsdata.txt to determine how the superseded data were derived.
 HJ0185
 HJ0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB140923(NAD 83)
 HJ0185_MARKER: DB = BENCH MARK DISK
 HJ0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0185_STAMPING: F 70 1934
 HJ0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0185+STABILITY: SURFACE MOTION
 HJ0185
 HJ0185  HISTORY     - Date     Condition        Report By
 HJ0185  HISTORY     - 1934     MONUMENTED       CGS
 HJ0185  HISTORY     - 1965     GOOD             USGS
 HJ0185
 HJ0185                          STATION DESCRIPTION
 HJ0185
 HJ0185'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 HJ0185'5.2 MI NE FROM TIMPAS.
 HJ0185'TIMPAS, ABOUT 5.2 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND
 HJ0185'SANTA FE RAILWAY FROM, AT MILE POST 567, ABOUT 98 FEET NORTHWEST
 HJ0185'OF THE CENTERLINE OF THE TRACK, 2 FEET SOUTHEAST OF A FENCE.
 HJ0185'A STANDARD DISK, STAMPED F 70 1934 AND SET IN THE TOP OF A CONCRETE
 HJ0185'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0310 ***********************************************************************
 LK0310  DESIGNATION -  F 71
 LK0310  PID         -  LK0310
 LK0310  STATE/COUNTY-  CO/MORGAN
 LK0310  USGS QUAD   -  MILLER RANCH (1984)
 LK0310
 LK0310                         *CURRENT SURVEY CONTROL
 LK0310  ___________________________________________________________________
 LK0310* NAD 83(1986)-  40 11 15.     (N)    103 35 11.     (W)     SCALED    
 LK0310* NAVD 88     -      1314.915  (meters)    4314.02   (feet)  ADJUSTED  
 LK0310  ___________________________________________________________________
 LK0310  GEOID HEIGHT-         -19.75  (meters)                     GEOID03
 LK0310  DYNAMIC HT  -        1313.862 (meters)    4310.56  (feet)  COMP
 LK0310  MODELED GRAV-     979,779.0   (mgal)                       NAVD 88
 LK0310
 LK0310  VERT ORDER  -  SECOND    CLASS 0
 LK0310
 LK0310.The horizontal coordinates were scaled from a topographic map and have
 LK0310.an estimated accuracy of +/- 6 seconds.
 LK0310
 LK0310.The orthometric height was determined by differential leveling
 LK0310.and adjusted by the National Geodetic Survey in June 1991..
 LK0310
 LK0310.The geoid height was determined by GEOID03.
 LK0310
 LK0310.The dynamic height is computed by dividing the NAVD 88
 LK0310.geopotential number by the normal gravity value computed on the
 LK0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0310.degrees latitude (g = 980.6199 gals.).
 LK0310
 LK0310.The modeled gravity was interpolated from observed gravity values.
 LK0310
 LK0310;                    North         East    Units  Estimated Accuracy
 LK0310;SPC CO N     -   401,400.    1,077,350.      MT  (+/- 180 meters Scaled)
 LK0310
 LK0310                          SUPERSEDED SURVEY CONTROL
 LK0310
 LK0310  NGVD 29 (??/??/92) 1314.252  (m)         4311.84   (f) ADJ UNCH    2 0
 LK0310
 LK0310.Superseded values are not recommended for survey control.
 LK0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0310.See file dsdata.txt to determine how the superseded data were derived.
 LK0310
 LK0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE203495(NAD 83)
 LK0310_MARKER: DB = BENCH MARK DISK
 LK0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0310_STAMPING: F 71 1935
 LK0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0310+STABILITY: SURFACE MOTION
 LK0310
 LK0310  HISTORY     - Date     Condition        Report By
 LK0310  HISTORY     - 1935     MONUMENTED       CGS
 LK0310  HISTORY     - 1938     GOOD             USGS
 LK0310
 LK0310                          STATION DESCRIPTION
 LK0310
 LK0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LK0310'7.9 MI N FROM GARY.
 LK0310'7.9 MILES NORTH ALONG STATE HIGHWAY 71 FROM THE POST OFFICE AT GARY,
 LK0310'MORGAN COUNTY, 6.0 MILES SOUTH OF BRUSH, 0.2 MILE SOUTH OF THE
 LK0310'ENTRANCE TO LEGION AIR FIELD, 0.2 MILE NORTH OF A SMALL RANCH HOUSE,
 LK0310'AT THE TOP OF A SHORT GRADE, 360 FEET WEST OF THE CENTERLINE OF THE
 LK0310'HIGHWAY, AND 2 FEET EAST OF A FENCE LINE.  A STANDARD DISK, STAMPED
 LK0310'F 71 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LK0310
 LK0310                          STATION RECOVERY (1938)
 LK0310
 LK0310'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1938
 LK0310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0140 ***********************************************************************
 KJ0140  DESIGNATION -  F 72
 KJ0140  PID         -  KJ0140
 KJ0140  STATE/COUNTY-  CO/YUMA
 KJ0140  USGS QUAD   -  JOES (1968)
 KJ0140
 KJ0140                         *CURRENT SURVEY CONTROL
 KJ0140  ___________________________________________________________________
 KJ0140* NAD 83(1986)-  39 39 21.     (N)    102 38 58.     (W)     SCALED    
 KJ0140* NAVD 88     -      1293.632  (meters)    4244.19   (feet)  ADJUSTED  
 KJ0140  ___________________________________________________________________
 KJ0140  GEOID HEIGHT-         -21.91  (meters)                     GEOID03
 KJ0140  DYNAMIC HT  -        1292.532 (meters)    4240.58  (feet)  COMP
 KJ0140  MODELED GRAV-     979,731.2   (mgal)                       NAVD 88
 KJ0140
 KJ0140  VERT ORDER  -  SECOND    CLASS 0
 KJ0140
 KJ0140.The horizontal coordinates were scaled from a topographic map and have
 KJ0140.an estimated accuracy of +/- 6 seconds.
 KJ0140
 KJ0140.The orthometric height was determined by differential leveling
 KJ0140.and adjusted by the National Geodetic Survey in June 1991..
 KJ0140
 KJ0140.The geoid height was determined by GEOID03.
 KJ0140
 KJ0140.The dynamic height is computed by dividing the NAVD 88
 KJ0140.geopotential number by the normal gravity value computed on the
 KJ0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0140.degrees latitude (g = 980.6199 gals.).
 KJ0140
 KJ0140.The modeled gravity was interpolated from observed gravity values.
 KJ0140
 KJ0140;                    North         East    Units  Estimated Accuracy
 KJ0140;SPC CO N     -   344,540.    1,159,000.      MT  (+/- 180 meters Scaled)
 KJ0140
 KJ0140                          SUPERSEDED SURVEY CONTROL
 KJ0140
 KJ0140  NGVD 29 (??/??/92) 1293.051  (m)         4242.28   (f) ADJ UNCH    2 0
 KJ0140
 KJ0140.Superseded values are not recommended for survey control.
 KJ0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0140.See file dsdata.txt to determine how the superseded data were derived.
 KJ0140
 KJ0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD016922(NAD 83)
 KJ0140_MARKER: DB = BENCH MARK DISK
 KJ0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0140_STAMPING: F 72 1935
 KJ0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0140+STABILITY: SURFACE MOTION
 KJ0140
 KJ0140  HISTORY     - Date     Condition        Report By
 KJ0140  HISTORY     - 1935     MONUMENTED       CGS
 KJ0140  HISTORY     - 1942     GOOD             NGS
 KJ0140
 KJ0140                          STATION DESCRIPTION
 KJ0140
 KJ0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KJ0140'1.6 MI E FROM JOES.
 KJ0140'1.6 MILES EAST ALONG U.S. HIGHWAY 36 FROM JOES, YUMA COUNTY, 115
 KJ0140'FEET EAST OF THE SOUTHEAST CORNER OF A CHURCH, AT A ROAD CROSSING,
 KJ0140'48 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 30 FEET EAST OF THE
 KJ0140'CENTERLINE OF THE ROAD, 5 FEET NORTH OF THE SOUTHWEST CORNER OF A
 KJ0140'CEMETERY, AND 1.5 FEET WEST OF THE FENCE.  A STANDARD DISK, STAMPED
 KJ0140'F 72 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0153 ***********************************************************************
 KJ0153  DESIGNATION -  F 73
 KJ0153  PID         -  KJ0153
 KJ0153  STATE/COUNTY-  CO/YUMA
 KJ0153  USGS QUAD   -  JOES (1968)
 KJ0153
 KJ0153                         *CURRENT SURVEY CONTROL
 KJ0153  ___________________________________________________________________
 KJ0153* NAD 83(1986)-  39 43 38.     (N)    102 42 27.     (W)     SCALED    
 KJ0153* NAVD 88     -      1298.388  (meters)    4259.79   (feet)  ADJUSTED  
 KJ0153  ___________________________________________________________________
 KJ0153  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 KJ0153  DYNAMIC HT  -        1297.284 (meters)    4256.17  (feet)  COMP
 KJ0153  MODELED GRAV-     979,731.1   (mgal)                       NAVD 88
 KJ0153
 KJ0153  VERT ORDER  -  SECOND    CLASS 0
 KJ0153
 KJ0153.The horizontal coordinates were scaled from a topographic map and have
 KJ0153.an estimated accuracy of +/- 6 seconds.
 KJ0153
 KJ0153.The orthometric height was determined by differential leveling
 KJ0153.and adjusted by the National Geodetic Survey in June 1991..
 KJ0153
 KJ0153.The geoid height was determined by GEOID03.
 KJ0153
 KJ0153.The dynamic height is computed by dividing the NAVD 88
 KJ0153.geopotential number by the normal gravity value computed on the
 KJ0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0153.degrees latitude (g = 980.6199 gals.).
 KJ0153
 KJ0153.The modeled gravity was interpolated from observed gravity values.
 KJ0153
 KJ0153;                    North         East    Units  Estimated Accuracy
 KJ0153;SPC CO N     -   352,300.    1,153,770.      MT  (+/- 180 meters Scaled)
 KJ0153
 KJ0153                          SUPERSEDED SURVEY CONTROL
 KJ0153
 KJ0153  NGVD 29 (??/??/92) 1297.796  (m)         4257.85   (f) ADJ UNCH    2 0
 KJ0153
 KJ0153.Superseded values are not recommended for survey control.
 KJ0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0153.See file dsdata.txt to determine how the superseded data were derived.
 KJ0153
 KJ0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD964999(NAD 83)
 KJ0153_MARKER: DB = BENCH MARK DISK
 KJ0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0153_STAMPING: F 73 1935
 KJ0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0153+STABILITY: SURFACE MOTION
 KJ0153
 KJ0153  HISTORY     - Date     Condition        Report By
 KJ0153  HISTORY     - 1935     MONUMENTED       CGS
 KJ0153
 KJ0153                          STATION DESCRIPTION
 KJ0153
 KJ0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KJ0153'1.6 MI W FROM JOES.
 KJ0153'1.6 MILES WEST ALONG U.S. HIGHWAY 36 FROM JOES, YUMA COUNTY, THENCE
 KJ0153'4.9 MILES NORTH ALONG STATE HIGHWAY 59, 0.4 MILE SOUTH OF A WINDMILL,
 KJ0153'36 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 9 FEET EAST OF A FENCE
 KJ0153'LINE, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED F
 KJ0153'73 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0112 ***********************************************************************
 KJ0112  DESIGNATION -  F 74
 KJ0112  PID         -  KJ0112
 KJ0112  STATE/COUNTY-  CO/KIT CARSON
 KJ0112  USGS QUAD   -  SOUTH OF SEIBERT (1969)
 KJ0112
 KJ0112                         *CURRENT SURVEY CONTROL
 KJ0112  ___________________________________________________________________
 KJ0112* NAD 83(1986)-  39 09 23.     (N)    102 52 30.     (W)     SCALED    
 KJ0112* NAVD 88     -      1463.864  (meters)    4802.69   (feet)  ADJUSTED  
 KJ0112  ___________________________________________________________________
 KJ0112  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 KJ0112  DYNAMIC HT  -        1462.491 (meters)    4798.19  (feet)  COMP
 KJ0112  MODELED GRAV-     979,638.1   (mgal)                       NAVD 88
 KJ0112
 KJ0112  VERT ORDER  -  SECOND    CLASS 0
 KJ0112
 KJ0112.The horizontal coordinates were scaled from a topographic map and have
 KJ0112.an estimated accuracy of +/- 6 seconds.
 KJ0112
 KJ0112.The orthometric height was determined by differential leveling
 KJ0112.and adjusted by the National Geodetic Survey in June 1991..
 KJ0112
 KJ0112.The geoid height was determined by GEOID03.
 KJ0112
 KJ0112.The dynamic height is computed by dividing the NAVD 88
 KJ0112.geopotential number by the normal gravity value computed on the
 KJ0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0112.degrees latitude (g = 980.6199 gals.).
 KJ0112
 KJ0112.The modeled gravity was interpolated from observed gravity values.
 KJ0112
 KJ0112;                    North         East    Units  Estimated Accuracy
 KJ0112;SPC CO C     -   454,950.    1,141,250.      MT  (+/- 180 meters Scaled)
 KJ0112
 KJ0112                          SUPERSEDED SURVEY CONTROL
 KJ0112
 KJ0112  NGVD 29 (??/??/92) 1463.212  (m)         4800.55   (f) ADJ UNCH    2 0
 KJ0112
 KJ0112.Superseded values are not recommended for survey control.
 KJ0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0112.See file dsdata.txt to determine how the superseded data were derived.
 KJ0112
 KJ0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD836362(NAD 83)
 KJ0112_MARKER: DB = BENCH MARK DISK
 KJ0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0112_STAMPING: F 74 1935
 KJ0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0112+STABILITY: SURFACE MOTION
 KJ0112
 KJ0112  HISTORY     - Date     Condition        Report By
 KJ0112  HISTORY     - 1935     MONUMENTED       CGS
 KJ0112  HISTORY     - 1942     GOOD             NGS
 KJ0112  HISTORY     - 1975     MARK NOT FOUND   USGS
 KJ0112
 KJ0112                          STATION DESCRIPTION
 KJ0112
 KJ0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KJ0112'10 MI S FROM SEIBERT.
 KJ0112'10.0 MILES SOUTH ALONG STATE HIGHWAY 59 FROM SEIBERT, KIT CARSON
 KJ0112'COUNTY, 200 YARDS NORTH OF A SMALL FRAME HOUSE, AT A ROAD
 KJ0112'INTERSECTION, 50 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 32
 KJ0112'FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND AT THE NORTHWEST
 KJ0112'CORNER OF A FIELD.  A STANDARD DISK, STAMPED F 74 1935 AND SET
 KJ0112'IN THE TOP OF A CONCRETE POST.
 KJ0112
 KJ0112                          STATION RECOVERY (1975)
 KJ0112
 KJ0112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KJ0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0309 ***********************************************************************
 HK0309  DESIGNATION -  F 75
 HK0309  PID         -  HK0309
 HK0309  STATE/COUNTY-  CO/ALAMOSA
 HK0309  USGS QUAD   -  BLANCA (1982)
 HK0309
 HK0309                         *CURRENT SURVEY CONTROL
 HK0309  ___________________________________________________________________
 HK0309* NAD 83(1986)-  37 26 40.     (N)    105 37 19.     (W)     SCALED    
 HK0309* NAVD 88     -      2329.061  (meters)    7641.26   (feet)  POSTED    
 HK0309  ___________________________________________________________________
 HK0309  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 HK0309  DYNAMIC HT  -        2325.970 (meters)    7631.12  (feet)  COMP
 HK0309  MODELED GRAV-     979,221.7   (mgal)                       NAVD 88
 HK0309
 HK0309  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 HK0309
 HK0309.The horizontal coordinates were scaled from a topographic map and have
 HK0309.an estimated accuracy of +/- 6 seconds.
 HK0309
 HK0309.The orthometric height was determined by differential leveling
 HK0309.and adjusted by the National Geodetic Survey in 1992..
 HK0309.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 HK0309.rate of 4.1 thru 8.0 mm/km.
 HK0309
 HK0309.The geoid height was determined by GEOID03.
 HK0309
 HK0309.The dynamic height is computed by dividing the NAVD 88
 HK0309.geopotential number by the normal gravity value computed on the
 HK0309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0309.degrees latitude (g = 980.6199 gals.).
 HK0309
 HK0309.The modeled gravity was interpolated from observed gravity values.
 HK0309
 HK0309;                    North         East    Units  Estimated Accuracy
 HK0309;SPC CO S     -   391,130.      903,610.      MT  (+/- 180 meters Scaled)
 HK0309
 HK0309                          SUPERSEDED SURVEY CONTROL
 HK0309
 HK0309  NGVD 29 (??/??/92) 2327.775  (m)         7637.04   (f) ADJ UNCH    2 0
 HK0309
 HK0309.Superseded values are not recommended for survey control.
 HK0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0309.See file dsdata.txt to determine how the superseded data were derived.
 HK0309
 HK0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB449443(NAD 83)
 HK0309_MARKER: DB = BENCH MARK DISK
 HK0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0309_STAMPING: F 75 1934
 HK0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0309+STABILITY: SURFACE MOTION
 HK0309
 HK0309  HISTORY     - Date     Condition        Report By
 HK0309  HISTORY     - 1934     MONUMENTED       CGS
 HK0309  HISTORY     - 1938     GOOD             NGS
 HK0309
 HK0309                          STATION DESCRIPTION
 HK0309
 HK0309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HK0309'1.5 MI E FROM BALDY.
 HK0309'1.5 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 HK0309'THE STATION AT BALDY, 142 FEET NORTHEAST OF POLE 2111, 42 FEET EAST
 HK0309'OF POLE 2186, 55 FEET NORTH OF THE CENTER LINE OF A ROAD, 82 FEET
 HK0309'NORTH OF A ROW OF POLES, AND 25 FEET SOUTH OF THE CENTER LINE OF THE
 HK0309'TRACK, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0159 ***********************************************************************
 HK0159  DESIGNATION -  F 76
 HK0159  PID         -  HK0159
 HK0159  STATE/COUNTY-  CO/HUERFANO
 HK0159  USGS QUAD   -  RITTER ARROYO (1982)
 HK0159
 HK0159                         *CURRENT SURVEY CONTROL
 HK0159  ___________________________________________________________________
 HK0159* NAD 83(1986)-  37 31 23.     (N)    104 58 37.     (W)     SCALED    
 HK0159* NAVD 88     -      2089.382  (meters)    6854.91   (feet)  ADJUSTED  
 HK0159  ___________________________________________________________________
 HK0159  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 HK0159  DYNAMIC HT  -        2086.769 (meters)    6846.34  (feet)  COMP
 HK0159  MODELED GRAV-     979,304.9   (mgal)                       NAVD 88
 HK0159
 HK0159  VERT ORDER  -  SECOND    CLASS 0
 HK0159
 HK0159.The horizontal coordinates were scaled from a topographic map and have
 HK0159.an estimated accuracy of +/- 6 seconds.
 HK0159
 HK0159.The orthometric height was determined by differential leveling
 HK0159.and adjusted by the National Geodetic Survey in June 1991..
 HK0159
 HK0159.The geoid height was determined by GEOID03.
 HK0159
 HK0159.The dynamic height is computed by dividing the NAVD 88
 HK0159.geopotential number by the normal gravity value computed on the
 HK0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0159.degrees latitude (g = 980.6199 gals.).
 HK0159
 HK0159.The modeled gravity was interpolated from observed gravity values.
 HK0159
 HK0159;                    North         East    Units  Estimated Accuracy
 HK0159;SPC CO S     -   399,980.      960,640.      MT  (+/- 180 meters Scaled)
 HK0159
 HK0159                          SUPERSEDED SURVEY CONTROL
 HK0159
 HK0159.No superseded survey control is available for this station.
 HK0159
 HK0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB020528(NAD 83)
 HK0159_MARKER: DB = BENCH MARK DISK
 HK0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0159_STAMPING: F 76 1934
 HK0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0159+STABILITY: SURFACE MOTION
 HK0159
 HK0159  HISTORY     - Date     Condition        Report By
 HK0159  HISTORY     - 1934     MONUMENTED       CGS
 HK0159
 HK0159                          STATION DESCRIPTION
 HK0159
 HK0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0159'2 MI E FROM LA VETA.
 HK0159'2.0 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 HK0159'LA VETA, HUERFANO COUNTY, ABOUT 9 1/2 POLES WEST OF MILEPOST 188 37
 HK0159'FEET NORTH OF THE CENTER LINE OF A ROAD, 43 FEET SOUTH OF THE CENTER
 HK0159'LINE OF THE TRACK, AND 3 FEET NORTH OF THE RIGHT-OF-WAY FENCE.
 HK0159'A STANDARD DISK, STAMPED F 76 1934 AND SET IN THE TOP OF A CONCRETE
 HK0159'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0008 ***********************************************************************
 JK0008  DESIGNATION -  F 77
 JK0008  PID         -  JK0008
 JK0008  STATE/COUNTY-  CO/EL PASO
 JK0008  USGS QUAD   -  YODER (1973)
 JK0008
 JK0008                         *CURRENT SURVEY CONTROL
 JK0008  ___________________________________________________________________
 JK0008* NAD 83(1986)-  38 50 22.     (N)    104 11 05.     (W)     SCALED    
 JK0008* NAVD 88     -      1931.697  (meters)    6337.58   (feet)  ADJUSTED  
 JK0008  ___________________________________________________________________
 JK0008  GEOID HEIGHT-         -19.26  (meters)                     GEOID03
 JK0008  DYNAMIC HT  -        1929.609 (meters)    6330.73  (feet)  COMP
 JK0008  MODELED GRAV-     979,478.1   (mgal)                       NAVD 88
 JK0008
 JK0008  VERT ORDER  -  SECOND    CLASS 0
 JK0008
 JK0008.The horizontal coordinates were scaled from a topographic map and have
 JK0008.an estimated accuracy of +/- 6 seconds.
 JK0008
 JK0008.The orthometric height was determined by differential leveling
 JK0008.and adjusted by the National Geodetic Survey in June 1991..
 JK0008
 JK0008.The geoid height was determined by GEOID03.
 JK0008
 JK0008.The dynamic height is computed by dividing the NAVD 88
 JK0008.geopotential number by the normal gravity value computed on the
 JK0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0008.degrees latitude (g = 980.6199 gals.).
 JK0008
 JK0008.The modeled gravity was interpolated from observed gravity values.
 JK0008
 JK0008;                    North         East    Units  Estimated Accuracy
 JK0008;SPC CO C     -   417,310.    1,028,590.      MT  (+/- 180 meters Scaled)
 JK0008
 JK0008                          SUPERSEDED SURVEY CONTROL
 JK0008
 JK0008  NGVD 29 (??/??/92) 1930.701  (m)         6334.31   (f) ADJ UNCH    2 0
 JK0008
 JK0008.Superseded values are not recommended for survey control.
 JK0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0008.See file dsdata.txt to determine how the superseded data were derived.
 JK0008
 JK0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC707992(NAD 83)
 JK0008_MARKER: DB = BENCH MARK DISK
 JK0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0008_STAMPING: F 77 1935
 JK0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0008+STABILITY: SURFACE MOTION
 JK0008
 JK0008  HISTORY     - Date     Condition        Report By
 JK0008  HISTORY     - 1935     MONUMENTED       CGS
 JK0008  HISTORY     - 1973     MARK NOT FOUND   USGS
 JK0008  HISTORY     - 1985     MARK NOT FOUND   NGS
 JK0008
 JK0008                          STATION DESCRIPTION
 JK0008
 JK0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JK0008'2 MI E FROM YODER.
 JK0008'2.0 MILES EAST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE
 JK0008'AT YODER, 75 YARDS NORTHWEST OF A FARMHOUSE, 65 FEET SOUTH OF A POINT
 JK0008'27 FEET EAST OF THE CENTER OF THE JUNCTION OF A ROAD LEADING NORTH,
 JK0008'20 FEET SOUTH OF A FENCE CORNER, AND 3 FEET WEST OF A FENCE.  A
 JK0008'STANDARD DISK, STAMPED F 77 1935 AND SET IN THE TOP OF A CONCRETE
 JK0008'POST.
 JK0008
 JK0008                          STATION RECOVERY (1973)
 JK0008
 JK0008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JK0008'MARK NOT FOUND.
 JK0008
 JK0008                          STATION RECOVERY (1985)
 JK0008
 JK0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JK0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0364 ***********************************************************************
 JJ0364  DESIGNATION -  F 79
 JJ0364  PID         -  JJ0364
 JJ0364  STATE/COUNTY-  CO/LINCOLN
 JJ0364  USGS QUAD   -  ROCK BASIN (1978)
 JJ0364
 JJ0364                         *CURRENT SURVEY CONTROL
 JJ0364  ___________________________________________________________________
 JJ0364* NAD 83(1986)-  38 46 39.     (N)    103 16 27.     (W)     SCALED    
 JJ0364* NAVD 88     -      1418.166  (meters)    4652.77   (feet)  ADJUSTED  
 JJ0364  ___________________________________________________________________
 JJ0364  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 JJ0364  DYNAMIC HT  -        1416.777 (meters)    4648.21  (feet)  COMP
 JJ0364  MODELED GRAV-     979,599.6   (mgal)                       NAVD 88
 JJ0364
 JJ0364  VERT ORDER  -  SECOND    CLASS 0
 JJ0364
 JJ0364.The horizontal coordinates were scaled from a topographic map and have
 JJ0364.an estimated accuracy of +/- 6 seconds.
 JJ0364
 JJ0364.The orthometric height was determined by differential leveling
 JJ0364.and adjusted by the National Geodetic Survey in June 1991..
 JJ0364
 JJ0364.The geoid height was determined by GEOID03.
 JJ0364
 JJ0364.The dynamic height is computed by dividing the NAVD 88
 JJ0364.geopotential number by the normal gravity value computed on the
 JJ0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0364.degrees latitude (g = 980.6199 gals.).
 JJ0364
 JJ0364.The modeled gravity was interpolated from observed gravity values.
 JJ0364
 JJ0364;                    North         East    Units  Estimated Accuracy
 JJ0364;SPC CO C     -   411,980.    1,107,790.      MT  (+/- 180 meters Scaled)
 JJ0364
 JJ0364                          SUPERSEDED SURVEY CONTROL
 JJ0364
 JJ0364  NGVD 29 (??/??/92) 1417.468  (m)         4650.48   (f) ADJ UNCH    2 0
 JJ0364
 JJ0364.Superseded values are not recommended for survey control.
 JJ0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0364.See file dsdata.txt to determine how the superseded data were derived.
 JJ0364
 JJ0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC499935(NAD 83)
 JJ0364_MARKER: DB = BENCH MARK DISK
 JJ0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0364_STAMPING: F 79 1935
 JJ0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0364+STABILITY: SURFACE MOTION
 JJ0364
 JJ0364  HISTORY     - Date     Condition        Report By
 JJ0364  HISTORY     - 1935     MONUMENTED       CGS
 JJ0364  HISTORY     - 1941     GOOD             NGS
 JJ0364
 JJ0364                          STATION DESCRIPTION
 JJ0364
 JJ0364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0364'11.9 MI S FROM BOYERO.
 JJ0364'TO REACH FROM THE POST OFFICE IN BOYERO--GO 1.0 MILE SOUTHERLY
 JJ0364'ALONG STATE HIGHWAY NO.63 TO THE INTERSECTION OF STATE HIGHWAY
 JJ0364'NO.94, THENCE, CONTINUE 10.9 MILES SOUTHERLY ALONG STATE HIGHWAY
 JJ0364'NO.63 TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT 138.0 FEET
 JJ0364'NORTHEAST OF CENTER OF INTERSECTION OF ROAD LEADING EAST TO
 JJ0364'RANCH HOUSE, 53.0 FEET EAST OF AND ABOUT 1.0 FOOT ABOVE THE
 JJ0364'CENTERLINE OF THE HIGHWAY.  IT IS 25.0 FEET EAST OF FENCE CORNER,
 JJ0364'3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT
 JJ0364'SOUTH OF SECTION LINE FENCE.  THE MONUMENT PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0104 ***********************************************************************
 JL0104  DESIGNATION -  F 8
 JL0104  PID         -  JL0104
 JL0104  STATE/COUNTY-  CO/SAGUACHE
 JL0104  USGS QUAD   -  SARGENTS MESA (1967)
 JL0104
 JL0104                         *CURRENT SURVEY CONTROL
 JL0104  ___________________________________________________________________
 JL0104* NAD 83(1986)-  38 22 27.     (N)    106 23 04.     (W)     SCALED    
 JL0104* NAVD 88     -      2643.223  (meters)    8671.97   (feet)  POSTED    
 JL0104  ___________________________________________________________________
 JL0104  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 JL0104  DYNAMIC HT  -        2639.690 (meters)    8660.38  (feet)  COMP
 JL0104  MODELED GRAV-     979,198.4   (mgal)                       NAVD 88
 JL0104
 JL0104  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JL0104
 JL0104.The horizontal coordinates were scaled from a topographic map and have
 JL0104.an estimated accuracy of +/- 6 seconds.
 JL0104
 JL0104.The orthometric height was determined by differential leveling
 JL0104.and adjusted by the National Geodetic Survey in 1992..
 JL0104.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JL0104.rate of 0.0 thru 1.0 mm/km.
 JL0104
 JL0104.The geoid height was determined by GEOID03.
 JL0104
 JL0104.The dynamic height is computed by dividing the NAVD 88
 JL0104.geopotential number by the normal gravity value computed on the
 JL0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0104.degrees latitude (g = 980.6199 gals.).
 JL0104
 JL0104.The modeled gravity was interpolated from observed gravity values.
 JL0104
 JL0104;                    North         East    Units  Estimated Accuracy
 JL0104;SPC CO S     -   494,680.      837,120.      MT  (+/- 180 meters Scaled)
 JL0104
 JL0104                          SUPERSEDED SURVEY CONTROL
 JL0104
 JL0104  NGVD 29 (??/??/92) 2641.479  (m)         8666.25   (f) ADJ UNCH    1 2
 JL0104
 JL0104.Superseded values are not recommended for survey control.
 JL0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0104.See file dsdata.txt to determine how the superseded data were derived.
 JL0104
 JL0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC790482(NAD 83)
 JL0104_MARKER: DB = BENCH MARK DISK
 JL0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0104_STAMPING: 8666.252 F 8 1926
 JL0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0104+STABILITY: SURFACE MOTION
 JL0104
 JL0104  HISTORY     - Date     Condition        Report By
 JL0104  HISTORY     - 1926     MONUMENTED       CGS
 JL0104  HISTORY     - 1962     GOOD             USFS
 JL0104  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0104
 JL0104                          STATION DESCRIPTION
 JL0104
 JL0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 JL0104'2.8 MI SE FROM SARGENTS.
 JL0104'2.8 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0104'FROM THE STATION AT SARGENTS, SAGUACHE COUNTY, 0.4 MILE WEST OF
 JL0104'MILEPOST D-254, 75 FEET WEST OF AN OLD SAWMILL, 35 FEET NORTH OF THE
 JL0104'TRACK, AND 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 JL0104'8666.252 F 8 1926 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JL0104'ABOUT 6 INCHES ABOVE GROUND.
 JL0104
 JL0104                          STATION RECOVERY (1962)
 JL0104
 JL0104'RECOVERY NOTE BY US FOREST SERVICE 1962
 JL0104'RECOVERED IN GOOD CONDITION.
 JL0104
 JL0104                          STATION RECOVERY (1984)
 JL0104
 JL0104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0104'THE RAILROAD TRACK HAS BEEN GRADED OUT AND THE AREA IS NOW A HAY
 JL0104'FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3633 ***********************************************************************
 AA3633  DESIGNATION -  F 80 RESET
 AA3633  PID         -  AA3633
 AA3633  STATE/COUNTY-  CO/CROWLEY
 AA3633  USGS QUAD   -  SUGAR CITY (1976)
 AA3633
 AA3633                         *CURRENT SURVEY CONTROL
 AA3633  ___________________________________________________________________
 AA3633* NAD 83(1986)-  38 13 03.     (N)    103 44 51.     (W)     SCALED    
 AA3633* NAVD 88     -      1311.07   (+/-2cm)    4301.4    (feet)  VERTCON   
 AA3633  ___________________________________________________________________
 AA3633  GEOID HEIGHT-         -21.54  (meters)                     GEOID03
 AA3633
 AA3633  VERT ORDER  -  THIRD (See Below)
 AA3633
 AA3633.The horizontal coordinates were scaled from a topographic map and have
 AA3633.an estimated accuracy of +/- 6 seconds.
 AA3633
 AA3633.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3633.The vertical order pertains to the NGVD 29 superseded value.
 AA3633
 AA3633.The geoid height was determined by GEOID03.
 AA3633
 AA3633;                    North         East    Units  Estimated Accuracy
 AA3633;SPC CO S     -   478,360.    1,067,860.      MT  (+/- 180 meters Scaled)
 AA3633
 AA3633                          SUPERSEDED SURVEY CONTROL
 AA3633
 AA3633  NGVD 29 (03/28/06) 1310.38   (m)         4299.1    (f) RESET       3  
 AA3633
 AA3633.Superseded values are not recommended for survey control.
 AA3633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3633.See file dsdata.txt to determine how the superseded data were derived.
 AA3633
 AA3633_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC096306(NAD 83)
 AA3633_MARKER: DV = VERTICAL CONTROL DISK
 AA3633_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA3633_SP_SET: RETAINING WALL
 AA3633_STAMPING: F 80 RESET 1976
 AA3633_MARK LOGO: NGS   
 AA3633_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3633+STABILITY: SURFACE MOTION
 AA3633
 AA3633  HISTORY     - Date     Condition        Report By
 AA3633  HISTORY     - 1976     MONUMENTED       CODH
 AA3633
 AA3633                          STATION DESCRIPTION
 AA3633
 AA3633'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1976 (RW)
 AA3633'IN ORDWAY, ABOUT 66 FEET (20.1 M) NORTHEAST OF THE INTERSECTION OF
 AA3633'STATE HIGHWAY 71 AND 96, 160 FEET (48.8 M) NORTHEAST OF NORTHEAST
 AA3633'CORNER OF SERVICE STATION, 58 FEET (17.7 M) EAST OF THE CENTERLINE OF
 AA3633'STATE HIGHWAY 71 IN THE TOP OF A CONCRETE RETAINING WALL, 2 FEET (0.6
 AA3633'M) LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0596 ***********************************************************************
 JJ0596  DESIGNATION -  F 81
 JJ0596  PID         -  JJ0596
 JJ0596  STATE/COUNTY-  CO/LINCOLN
 JJ0596  USGS QUAD   -  PUNKIN CENTER NW (1978)
 JJ0596
 JJ0596                         *CURRENT SURVEY CONTROL
 JJ0596  ___________________________________________________________________
 JJ0596* NAD 83(1986)-  38 52 52.     (N)    103 42 01.     (W)     SCALED    
 JJ0596* NAVD 88     -      1624.816  (meters)    5330.75   (feet)  ADJUSTED  
 JJ0596  ___________________________________________________________________
 JJ0596  GEOID HEIGHT-         -20.37  (meters)                     GEOID03
 JJ0596  DYNAMIC HT  -        1623.184 (meters)    5325.40  (feet)  COMP
 JJ0596  MODELED GRAV-     979,566.0   (mgal)                       NAVD 88
 JJ0596
 JJ0596  VERT ORDER  -  SECOND    CLASS 0
 JJ0596
 JJ0596.The horizontal coordinates were scaled from a topographic map and have
 JJ0596.an estimated accuracy of +/- 6 seconds.
 JJ0596
 JJ0596.The orthometric height was determined by differential leveling
 JJ0596.and adjusted by the National Geodetic Survey in June 1991..
 JJ0596
 JJ0596.The geoid height was determined by GEOID03.
 JJ0596
 JJ0596.The dynamic height is computed by dividing the NAVD 88
 JJ0596.geopotential number by the normal gravity value computed on the
 JJ0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0596.degrees latitude (g = 980.6199 gals.).
 JJ0596
 JJ0596.The modeled gravity was interpolated from observed gravity values.
 JJ0596
 JJ0596;                    North         East    Units  Estimated Accuracy
 JJ0596;SPC CO C     -   422,660.    1,070,550.      MT  (+/- 180 meters Scaled)
 JJ0596
 JJ0596                          SUPERSEDED SURVEY CONTROL
 JJ0596
 JJ0596  NGVD 29 (??/??/92) 1624.033  (m)         5328.18   (f) ADJ UNCH    2 0
 JJ0596
 JJ0596.Superseded values are not recommended for survey control.
 JJ0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0596.See file dsdata.txt to determine how the superseded data were derived.
 JJ0596
 JJ0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD127043(NAD 83)
 JJ0596_MARKER: DB = BENCH MARK DISK
 JJ0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0596_STAMPING: F 81 1935
 JJ0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0596+STABILITY: SURFACE MOTION
 JJ0596
 JJ0596  HISTORY     - Date     Condition        Report By
 JJ0596  HISTORY     - 1935     MONUMENTED       CGS
 JJ0596  HISTORY     - 1950     MARK NOT FOUND   LOCENG
 JJ0596
 JJ0596                          STATION DESCRIPTION
 JJ0596
 JJ0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JJ0596'15 MI N FROM FORDER.
 JJ0596'15.0 MI N OF FOSTER P.O., ALONG ST. HWY 71, ABOUT 0.4 MI. N. OF A
 JJ0596'FARM ROAD E., ABOUT 35 FT. E. OF THE CENTER LINE OF THE HWY. AND 6
 JJ0596'FT. N. OF A FENCE CORNER.
 JJ0596
 JJ0596                          STATION RECOVERY (1950)
 JJ0596
 JJ0596'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1950
 JJ0596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0250 ***********************************************************************
 JJ0250  DESIGNATION -  F 82
 JJ0250  PID         -  JJ0250
 JJ0250  STATE/COUNTY-  CO/KIOWA
 JJ0250  USGS QUAD   -  CHIVINGTON (1968)
 JJ0250
 JJ0250                         *CURRENT SURVEY CONTROL
 JJ0250  ___________________________________________________________________
 JJ0250* NAD 83(1986)-  38 26 10.     (N)    102 32 33.     (W)     SCALED    
 JJ0250* NAVD 88     -      1185.875  (meters)    3890.66   (feet)  ADJUSTED  
 JJ0250  ___________________________________________________________________
 JJ0250  GEOID HEIGHT-         -22.94  (meters)                     GEOID03
 JJ0250  DYNAMIC HT  -        1184.773 (meters)    3887.04  (feet)  COMP
 JJ0250  MODELED GRAV-     979,657.9   (mgal)                       NAVD 88
 JJ0250
 JJ0250  VERT ORDER  -  SECOND    CLASS 0
 JJ0250
 JJ0250.The horizontal coordinates were scaled from a topographic map and have
 JJ0250.an estimated accuracy of +/- 6 seconds.
 JJ0250
 JJ0250.The orthometric height was determined by differential leveling
 JJ0250.and adjusted by the National Geodetic Survey in June 1991..
 JJ0250
 JJ0250.The geoid height was determined by GEOID03.
 JJ0250
 JJ0250.The dynamic height is computed by dividing the NAVD 88
 JJ0250.geopotential number by the normal gravity value computed on the
 JJ0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0250.degrees latitude (g = 980.6199 gals.).
 JJ0250
 JJ0250.The modeled gravity was interpolated from observed gravity values.
 JJ0250
 JJ0250;                    North         East    Units  Estimated Accuracy
 JJ0250;SPC CO S     -   505,280.    1,172,580.      MT  (+/- 180 meters Scaled)
 JJ0250
 JJ0250                          SUPERSEDED SURVEY CONTROL
 JJ0250
 JJ0250  NGVD 29 (??/??/92) 1185.354  (m)         3888.95   (f) ADJ UNCH    2 0
 JJ0250
 JJ0250.Superseded values are not recommended for survey control.
 JJ0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0250.See file dsdata.txt to determine how the superseded data were derived.
 JJ0250
 JJ0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC144570(NAD 83)
 JJ0250_MARKER: DB = BENCH MARK DISK
 JJ0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0250_STAMPING: F 82 1935
 JJ0250_MARK LOGO: CGS   
 JJ0250_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JJ0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0250+STABILITY: SURFACE MOTION
 JJ0250
 JJ0250  HISTORY     - Date     Condition        Report By
 JJ0250  HISTORY     - 1935     MONUMENTED       CGS
 JJ0250  HISTORY     - 1967     GOOD             USGS
 JJ0250  HISTORY     - 19951102 POOR             CODOT
 JJ0250
 JJ0250                          STATION DESCRIPTION
 JJ0250
 JJ0250'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JJ0250'5.8 MI W FROM BRANDON.
 JJ0250'5.8 MILES WEST ALONG THE MISSOURI PACIFIC RR FROM BRANDON,
 JJ0250'KIOWA COUNTY, 0.2 MILE WEST OF THE SIGN AT CHIVINGTON, 195 FEET
 JJ0250'WEST OF MILE POLE 772, 55 FEET NORTH OF THE CENTERLINE OF
 JJ0250'HIGHWAY 96, 43 FEET SOUTH OF THE CENTERLINE OF THE TRACK 1 FOOT
 JJ0250'WEST OF A STEEL WITNESS POST.  A STANDARD DISK SET IN THE TOP
 JJ0250'OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
 JJ0250
 JJ0250                          STATION RECOVERY (1995)
 JJ0250
 JJ0250'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (PG)
 JJ0250'THE MONUMENT WAS FOUND LEANING AND IS NOT USEFUL FOR ELEVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0462 ***********************************************************************
 JJ0462  DESIGNATION -  F 83
 JJ0462  PID         -  JJ0462
 JJ0462  STATE/COUNTY-  CO/KIOWA
 JJ0462  USGS QUAD   -  HASWELL (1974)
 JJ0462
 JJ0462                         *CURRENT SURVEY CONTROL
 JJ0462  ___________________________________________________________________
 JJ0462* NAD 83(1986)-  38 26 55.     (N)    103 11 55.     (W)     SCALED    
 JJ0462* NAVD 88     -      1369.106  (meters)    4491.81   (feet)  ADJUSTED  
 JJ0462  ___________________________________________________________________
 JJ0462  GEOID HEIGHT-         -22.29  (meters)                     GEOID03
 JJ0462  DYNAMIC HT  -        1367.752 (meters)    4487.37  (feet)  COMP
 JJ0462  MODELED GRAV-     979,591.9   (mgal)                       NAVD 88
 JJ0462
 JJ0462  VERT ORDER  -  SECOND    CLASS 0
 JJ0462
 JJ0462.The horizontal coordinates were scaled from a topographic map and have
 JJ0462.an estimated accuracy of +/- 6 seconds.
 JJ0462
 JJ0462.The orthometric height was determined by differential leveling
 JJ0462.and adjusted by the National Geodetic Survey in June 1991..
 JJ0462
 JJ0462.The geoid height was determined by GEOID03.
 JJ0462
 JJ0462.The dynamic height is computed by dividing the NAVD 88
 JJ0462.geopotential number by the normal gravity value computed on the
 JJ0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0462.degrees latitude (g = 980.6199 gals.).
 JJ0462
 JJ0462.The modeled gravity was interpolated from observed gravity values.
 JJ0462
 JJ0462;                    North         East    Units  Estimated Accuracy
 JJ0462;SPC CO S     -   505,050.    1,115,280.      MT  (+/- 180 meters Scaled)
 JJ0462
 JJ0462                          SUPERSEDED SURVEY CONTROL
 JJ0462
 JJ0462  NGVD 29 (??/??/92) 1368.451  (m)         4489.66   (f) ADJ UNCH    2 0
 JJ0462
 JJ0462.Superseded values are not recommended for survey control.
 JJ0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0462.See file dsdata.txt to determine how the superseded data were derived.
 JJ0462
 JJ0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC571571(NAD 83)
 JJ0462_MARKER: DB = BENCH MARK DISK
 JJ0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0462_STAMPING: F 83 1935
 JJ0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0462+STABILITY: SURFACE MOTION
 JJ0462
 JJ0462  HISTORY     - Date     Condition        Report By
 JJ0462  HISTORY     - 1935     MONUMENTED       CGS
 JJ0462  HISTORY     - 1941     GOOD             NGS
 JJ0462  HISTORY     - 19951115 MARK NOT FOUND   CODOT
 JJ0462
 JJ0462                          STATION DESCRIPTION
 JJ0462
 JJ0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0462'25 MI W FROM EADS.
 JJ0462'25.0 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 JJ0462'AT EADS, KIOWA COUNTY, 0.3 MILE EAST OF A WOODEN TRESTLE, 0.1 MILE
 JJ0462'WEST OF A WOODEN BRIDGE OVER THE HIGHWAY, AT MILEAGE POLE 809-28,
 JJ0462'45 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 43 FEET NORTH OF THE
 JJ0462'CENTERLINE OF STATE HIGHWAY 96, 4 FEET NORTH OF A FENCE LINE, 3 FEET
 JJ0462'WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.
 JJ0462'A STANDARD DISK, STAMPED F 83 1935 AND SET IN THE TOP OF A CONCRETE
 JJ0462'POST PROJECTING 0.8 FOOT ABOVE GROUND.
 JJ0462
 JJ0462                          STATION RECOVERY (1995)
 JJ0462
 JJ0462'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (PGG)
 JJ0462'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0332 ***********************************************************************
 JJ0332  DESIGNATION -  F 84
 JJ0332  PID         -  JJ0332
 JJ0332  STATE/COUNTY-  CO/LINCOLN
 JJ0332  USGS QUAD   -  STANLEY GULCH (1975)
 JJ0332
 JJ0332                         *CURRENT SURVEY CONTROL
 JJ0332  ___________________________________________________________________
 JJ0332* NAD 83(1986)-  38 51 54.     (N)    103 30 16.     (W)     SCALED    
 JJ0332* NAVD 88     -      1508.719  (meters)    4949.86   (feet)  ADJUSTED  
 JJ0332  ___________________________________________________________________
 JJ0332  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 JJ0332  DYNAMIC HT  -        1507.233 (meters)    4944.98  (feet)  COMP
 JJ0332  MODELED GRAV-     979,590.3   (mgal)                       NAVD 88
 JJ0332
 JJ0332  VERT ORDER  -  SECOND    CLASS 0
 JJ0332
 JJ0332.The horizontal coordinates were scaled from a topographic map and have
 JJ0332.an estimated accuracy of +/- 6 seconds.
 JJ0332
 JJ0332.The orthometric height was determined by differential leveling
 JJ0332.and adjusted by the National Geodetic Survey in June 1991..
 JJ0332
 JJ0332.The geoid height was determined by GEOID03.
 JJ0332
 JJ0332.The dynamic height is computed by dividing the NAVD 88
 JJ0332.geopotential number by the normal gravity value computed on the
 JJ0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0332.degrees latitude (g = 980.6199 gals.).
 JJ0332
 JJ0332.The modeled gravity was interpolated from observed gravity values.
 JJ0332
 JJ0332;                    North         East    Units  Estimated Accuracy
 JJ0332;SPC CO C     -   421,230.    1,087,570.      MT  (+/- 180 meters Scaled)
 JJ0332
 JJ0332                          SUPERSEDED SURVEY CONTROL
 JJ0332
 JJ0332  NGVD 29 (??/??/92) 1507.971  (m)         4947.40   (f) ADJ UNCH    2 0
 JJ0332
 JJ0332.Superseded values are not recommended for survey control.
 JJ0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0332.See file dsdata.txt to determine how the superseded data were derived.
 JJ0332
 JJ0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD297028(NAD 83)
 JJ0332_MARKER: DB = BENCH MARK DISK
 JJ0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0332_STAMPING: F 84 1935
 JJ0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0332+STABILITY: SURFACE MOTION
 JJ0332
 JJ0332  HISTORY     - Date     Condition        Report By
 JJ0332  HISTORY     - 1935     MONUMENTED       CGS
 JJ0332  HISTORY     - 1975     MARK NOT FOUND   USGS
 JJ0332
 JJ0332                          STATION DESCRIPTION
 JJ0332
 JJ0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JJ0332'18.2 MI SW FROM BOYERO.
 JJ0332'18.2 MILES SOUTHWEST ALONG STATE HIGHWAY 94 FROM A CROSSING OF THE
 JJ0332'UNION PACIFIC RAILROAD AT BOYERO, 0.2 MILE SOUTH OF A BRIDGE, 220
 JJ0332'FEET NORTH OF A SECTION LINE FENCE, 145 FEET NORTH OF A CULVERT,
 JJ0332'AT THE CREST OF A RISE, 29 FEET EAST OF THE CENTERLINE OF THE
 JJ0332'HIGHWAY AND 1-1/2 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED
 JJ0332'F 84 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JJ0332
 JJ0332                          STATION RECOVERY (1975)
 JJ0332
 JJ0332'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JJ0332'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0140 ***********************************************************************
 HJ0140  DESIGNATION -  F 85
 HJ0140  PID         -  HJ0140
 HJ0140  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0140  USGS QUAD   -  BOX RANCH (1972)
 HJ0140
 HJ0140                         *CURRENT SURVEY CONTROL
 HJ0140  ___________________________________________________________________
 HJ0140* NAD 83(1986)-  37 08 48.     (N)    103 49 51.     (W)     SCALED    
 HJ0140* NAVD 88     -      1760.951  (meters)    5777.39   (feet)  ADJUSTED  
 HJ0140  ___________________________________________________________________
 HJ0140  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 HJ0140  DYNAMIC HT  -        1758.883 (meters)    5770.60  (feet)  COMP
 HJ0140  MODELED GRAV-     979,393.6   (mgal)                       NAVD 88
 HJ0140
 HJ0140  VERT ORDER  -  SECOND    CLASS 0
 HJ0140
 HJ0140.The horizontal coordinates were scaled from a topographic map and have
 HJ0140.an estimated accuracy of +/- 6 seconds.
 HJ0140
 HJ0140.The orthometric height was determined by differential leveling
 HJ0140.and adjusted by the National Geodetic Survey in June 1991..
 HJ0140
 HJ0140.The geoid height was determined by GEOID03.
 HJ0140
 HJ0140.The dynamic height is computed by dividing the NAVD 88
 HJ0140.geopotential number by the normal gravity value computed on the
 HJ0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0140.degrees latitude (g = 980.6199 gals.).
 HJ0140
 HJ0140.The modeled gravity was interpolated from observed gravity values.
 HJ0140
 HJ0140;                    North         East    Units  Estimated Accuracy
 HJ0140;SPC CO S     -   359,400.    1,062,690.      MT  (+/- 180 meters Scaled)
 HJ0140
 HJ0140                          SUPERSEDED SURVEY CONTROL
 HJ0140
 HJ0140  NGVD 29 (??/??/92) 1760.027  (m)         5774.36   (f) ADJ UNCH    2 0
 HJ0140
 HJ0140.Superseded values are not recommended for survey control.
 HJ0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0140.See file dsdata.txt to determine how the superseded data were derived.
 HJ0140
 HJ0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB038117(NAD 83)
 HJ0140_MARKER: DB = BENCH MARK DISK
 HJ0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0140_STAMPING: F 85 1935
 HJ0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0140+STABILITY: SURFACE MOTION
 HJ0140
 HJ0140  HISTORY     - Date     Condition        Report By
 HJ0140  HISTORY     - 1935     MONUMENTED       CGS
 HJ0140  HISTORY     - 1972     GOOD             USGS
 HJ0140
 HJ0140                          STATION DESCRIPTION
 HJ0140
 HJ0140'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 HJ0140'11.7 MI NE FROM BRANSON.
 HJ0140'ABOUT 8.7 MILES NORTH ALONG STATE HIGHWAY 389 FROM THE POST OFFICE
 HJ0140'AT BRANSON, LAS ANIMAS COUNTY, THENCE 3.0 MILES EAST ALONG A PASTURE
 HJ0140'ROAD (OLD U.S. HWY. 160), ABOUT 250 YARDS NORTHWEST OF THE RUINS
 HJ0140'OF AN OLD HOUSE ON A HILL, NEAR THE NORTHWEST CORNER OF SEC. 30, T 33
 HJ0140'S, R 57 W, 25 FEET SOUTH OF CENTERLINE OF ROAD, SET IN THE TOP OF
 HJ0140'A CONCRETE POST, A STANDARD DISK STAMPED F 85 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0131 ***********************************************************************
 HJ0131  DESIGNATION -  F 86
 HJ0131  PID         -  HJ0131
 HJ0131  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0131  USGS QUAD   -  UTLEYVILLE (1978)
 HJ0131
 HJ0131                         *CURRENT SURVEY CONTROL
 HJ0131  ___________________________________________________________________
 HJ0131* NAD 83(1986)-  37 16 44.     (N)    103 07 08.     (W)     SCALED    
 HJ0131* NAVD 88     -      1614.809  (meters)    5297.92   (feet)  ADJUSTED  
 HJ0131  ___________________________________________________________________
 HJ0131  GEOID HEIGHT-         -21.68  (meters)                     GEOID03
 HJ0131  DYNAMIC HT  -        1613.004 (meters)    5292.00  (feet)  COMP
 HJ0131  MODELED GRAV-     979,455.3   (mgal)                       NAVD 88
 HJ0131
 HJ0131  VERT ORDER  -  SECOND    CLASS 0
 HJ0131
 HJ0131.The horizontal coordinates were scaled from a topographic map and have
 HJ0131.an estimated accuracy of +/- 6 seconds.
 HJ0131
 HJ0131.The orthometric height was determined by differential leveling
 HJ0131.and adjusted by the National Geodetic Survey in June 1991..
 HJ0131
 HJ0131.The geoid height was determined by GEOID03.
 HJ0131
 HJ0131.The dynamic height is computed by dividing the NAVD 88
 HJ0131.geopotential number by the normal gravity value computed on the
 HJ0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0131.degrees latitude (g = 980.6199 gals.).
 HJ0131
 HJ0131.The modeled gravity was interpolated from observed gravity values.
 HJ0131
 HJ0131;                    North         East    Units  Estimated Accuracy
 HJ0131;SPC CO S     -   375,440.    1,125,550.      MT  (+/- 180 meters Scaled)
 HJ0131
 HJ0131                          SUPERSEDED SURVEY CONTROL
 HJ0131
 HJ0131  NGVD 29 (??/??/92) 1614.022  (m)         5295.34   (f) ADJ UNCH    2 0
 HJ0131
 HJ0131.Superseded values are not recommended for survey control.
 HJ0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0131.See file dsdata.txt to determine how the superseded data were derived.
 HJ0131
 HJ0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB667274(NAD 83)
 HJ0131_MARKER: DB = BENCH MARK DISK
 HJ0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0131_STAMPING: F 86 1935
 HJ0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0131+STABILITY: SURFACE MOTION
 HJ0131
 HJ0131  HISTORY     - Date     Condition        Report By
 HJ0131  HISTORY     - 1935     MONUMENTED       CGS
 HJ0131  HISTORY     - 1985     GOOD             NGS
 HJ0131
 HJ0131                          STATION DESCRIPTION
 HJ0131
 HJ0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HJ0131'20.1 MI W FROM PRITCHETT.
 HJ0131'IN LAS ANIMAS COUNTY, ABOUT 20.1 MILES SOUTHWEST ALONG U.S.
 HJ0131'HIGHWAY 160 FROM PRITCHETT, BACA COUNTY, AT THE NORTHEAST CORNER
 HJ0131'OF A SCHOOLYARD, ABOUT 51 FEET SOUTH OF THE CENTER LINE OF THE
 HJ0131'HIGHWAY, 15 FEET NORTH OF A SMALL OUTSIDE TOILET, AND 2 FEET
 HJ0131'SOUTHWEST OF A FENCE CORNER.  A STANDARD DISK, STAMPED F 86 1935
 HJ0131'AND SET IN THE TOP OF A CONCRETE POST.
 HJ0131
 HJ0131                          STATION RECOVERY (1985)
 HJ0131
 HJ0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HJ0131'A NEW DESC: ABOUT 32.3 KM (20.1 MI) SOUTHWEST ALONG U.S. HIGHWAY 160
 HJ0131'FROM PRITCHETT , BACK COUNTY, AT THE NORTHEAST CORNER OF AN ABANDONED
 HJ0131'SCHOOLYARD, 16.8 M (55 FT) SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 HJ0131'0.15 M (0.5 FT) NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0008 ***********************************************************************
 HJ0008  DESIGNATION -  F 87
 HJ0008  PID         -  HJ0008
 HJ0008  STATE/COUNTY-  CO/BACA
 HJ0008  USGS QUAD   -  WALSH (1978)
 HJ0008
 HJ0008                         *CURRENT SURVEY CONTROL
 HJ0008  ___________________________________________________________________
 HJ0008* NAD 83(1986)-  37 22 51.     (N)    102 22 28.     (W)     SCALED    
 HJ0008* NAVD 88     -      1234.466  (meters)    4050.08   (feet)  POSTED    
 HJ0008  ___________________________________________________________________
 HJ0008  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 HJ0008  DYNAMIC HT  -        1233.190 (meters)    4045.89  (feet)  COMP
 HJ0008  MODELED GRAV-     979,553.1   (mgal)                       NAVD 88
 HJ0008
 HJ0008  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 HJ0008
 HJ0008.The horizontal coordinates were scaled from a topographic map and have
 HJ0008.an estimated accuracy of +/- 6 seconds.
 HJ0008
 HJ0008.The orthometric height was determined by differential leveling
 HJ0008.and adjusted by the National Geodetic Survey in 1992..
 HJ0008.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 HJ0008.rate of 4.1 thru 8.0 mm/km.
 HJ0008
 HJ0008.The geoid height was determined by GEOID03.
 HJ0008
 HJ0008.The dynamic height is computed by dividing the NAVD 88
 HJ0008.geopotential number by the normal gravity value computed on the
 HJ0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0008.degrees latitude (g = 980.6199 gals.).
 HJ0008
 HJ0008.The modeled gravity was interpolated from observed gravity values.
 HJ0008
 HJ0008;                    North         East    Units  Estimated Accuracy
 HJ0008;SPC CO S     -   388,690.    1,191,160.      MT  (+/- 180 meters Scaled)
 HJ0008
 HJ0008                          SUPERSEDED SURVEY CONTROL
 HJ0008
 HJ0008  NGVD 29 (??/??/92) 1233.956  (m)         4048.40   (f) ADJ UNCH    2 0
 HJ0008
 HJ0008.Superseded values are not recommended for survey control.
 HJ0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0008.See file dsdata.txt to determine how the superseded data were derived.
 HJ0008
 HJ0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB324403(NAD 83)
 HJ0008_MARKER: DB = BENCH MARK DISK
 HJ0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0008_STAMPING: F 87 1935
 HJ0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0008+STABILITY: SURFACE MOTION
 HJ0008
 HJ0008  HISTORY     - Date     Condition        Report By
 HJ0008  HISTORY     - 1935     MONUMENTED       CGS
 HJ0008  HISTORY     - 1941     GOOD             NGS
 HJ0008
 HJ0008                          STATION DESCRIPTION
 HJ0008
 HJ0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 HJ0008'4.1 MI E FROM VILAS.
 HJ0008'TO REACH BENCH MARK FROM THE VILAS RAILROAD STATION, GO 4.1 MILES
 HJ0008'EAST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD TO SITE
 HJ0008'OF BENCH MARK.  BENCH MARK IS AT A ROAD CROSSING, ABOUT 100.0
 HJ0008'FEET NORTHEAST OF MILE POLE 82, 70.0 FEET NORTH OF AND ABOUT
 HJ0008'2.0 FEET BELOW THE CENTERLINE OF THE RAILROAD TRACK, 33.0 FEET
 HJ0008'WEST OF THE CENTERLINE OF A NORTH-SOUTH ROAD, 2.5 FEET
 HJ0008'SOUTHWEST OF A CORNER FENCE POST, AND 2.0 FEET EAST OF A 4 X 4
 HJ0008'INCH WOODEN MARKER POST.  A STANDARD DISK SET IN CONCRETE POST
 HJ0008'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0115 ***********************************************************************
 HJ0115  DESIGNATION -  F 89
 HJ0115  PID         -  HJ0115
 HJ0115  STATE/COUNTY-  CO/BENT
 HJ0115  USGS QUAD   -  GILPIN (1966)
 HJ0115
 HJ0115                         *CURRENT SURVEY CONTROL
 HJ0115  ___________________________________________________________________
 HJ0115* NAD 83(1986)-  37 54 33.     (N)    103 11 54.     (W)     SCALED    
 HJ0115* NAVD 88     -      1270.511  (meters)    4168.33   (feet)  ADJUSTED  
 HJ0115  ___________________________________________________________________
 HJ0115  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 HJ0115  DYNAMIC HT  -        1269.231 (meters)    4164.14  (feet)  COMP
 HJ0115  MODELED GRAV-     979,578.1   (mgal)                       NAVD 88
 HJ0115
 HJ0115  VERT ORDER  -  SECOND    CLASS 0
 HJ0115
 HJ0115.The horizontal coordinates were scaled from a topographic map and have
 HJ0115.an estimated accuracy of +/- 6 seconds.
 HJ0115
 HJ0115.The orthometric height was determined by differential leveling
 HJ0115.and adjusted by the National Geodetic Survey in June 1991..
 HJ0115
 HJ0115.The geoid height was determined by GEOID03.
 HJ0115
 HJ0115.The dynamic height is computed by dividing the NAVD 88
 HJ0115.geopotential number by the normal gravity value computed on the
 HJ0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0115.degrees latitude (g = 980.6199 gals.).
 HJ0115
 HJ0115.The modeled gravity was interpolated from observed gravity values.
 HJ0115
 HJ0115;                    North         East    Units  Estimated Accuracy
 HJ0115;SPC CO S     -   445,190.    1,116,780.      MT  (+/- 180 meters Scaled)
 HJ0115
 HJ0115                          SUPERSEDED SURVEY CONTROL
 HJ0115
 HJ0115  NGVD 29 (??/??/92) 1269.869  (m)         4166.23   (f) ADJ UNCH    2 0
 HJ0115
 HJ0115.Superseded values are not recommended for survey control.
 HJ0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0115.See file dsdata.txt to determine how the superseded data were derived.
 HJ0115
 HJ0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB583972(NAD 83)
 HJ0115_MARKER: DB = BENCH MARK DISK
 HJ0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0115_STAMPING: F 89 1935
 HJ0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0115+STABILITY: SURFACE MOTION
 HJ0115
 HJ0115  HISTORY     - Date     Condition        Report By
 HJ0115  HISTORY     - 1935     MONUMENTED       CGS
 HJ0115  HISTORY     - 1965     GOOD             USGS
 HJ0115
 HJ0115                          STATION DESCRIPTION
 HJ0115
 HJ0115'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 HJ0115'9.8 MI N FROM TOONERVILLE.
 HJ0115'TOONERVILLE, 9.8 MILES NORTH ALONG STATE HIGHWAY 101 FROM, 132 FT
 HJ0115'N AND 40 FT W OF CENTER LINE OF HIGHWAY AT POWERLINE W. A STANDARD
 HJ0115'DISK, STAMPED F 89 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0298 ***********************************************************************
 JL0298  DESIGNATION -  F 9
 JL0298  PID         -  JL0298
 JL0298  STATE/COUNTY-  CO/GUNNISON
 JL0298  USGS QUAD   -  BIG MESA (1982)
 JL0298
 JL0298                         *CURRENT SURVEY CONTROL
 JL0298  ___________________________________________________________________
 JL0298* NAD 83(1986)-  38 28 20.     (N)    107 06 28.     (W)     SCALED    
 JL0298* NAVD 88     -      2264.167  (meters)    7428.35   (feet)  POSTED    
 JL0298  ___________________________________________________________________
 JL0298  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 JL0298  DYNAMIC HT  -        2261.430 (meters)    7419.37  (feet)  COMP
 JL0298  MODELED GRAV-     979,340.3   (mgal)                       NAVD 88
 JL0298
 JL0298  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JL0298
 JL0298.The horizontal coordinates were scaled from a topographic map and have
 JL0298.an estimated accuracy of +/- 6 seconds.
 JL0298
 JL0298.The orthometric height was determined by differential leveling
 JL0298.and adjusted by the National Geodetic Survey in 1992..
 JL0298.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JL0298.rate of 1.1 thru 2.0 mm/km.
 JL0298
 JL0298.The geoid height was determined by GEOID03.
 JL0298
 JL0298.The dynamic height is computed by dividing the NAVD 88
 JL0298.geopotential number by the normal gravity value computed on the
 JL0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0298.degrees latitude (g = 980.6199 gals.).
 JL0298
 JL0298.The modeled gravity was interpolated from observed gravity values.
 JL0298
 JL0298;                    North         East    Units  Estimated Accuracy
 JL0298;SPC CO C     -   376,960.      774,110.      MT  (+/- 180 meters Scaled)
 JL0298
 JL0298                          SUPERSEDED SURVEY CONTROL
 JL0298
 JL0298  NGVD 29 (??/??/92) 2262.687  (m)         7423.50   (f) ADJ UNCH    1 2
 JL0298
 JL0298.Superseded values are not recommended for survey control.
 JL0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0298.See file dsdata.txt to determine how the superseded data were derived.
 JL0298
 JL0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC161603(NAD 83)
 JL0298_MARKER: DB = BENCH MARK DISK
 JL0298_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JL0298_SP_SET: UNSPEC. ROCK
 JL0298_STAMPING: 7423.499 F 9 1926
 JL0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0298
 JL0298  HISTORY     - Date     Condition        Report By
 JL0298  HISTORY     - 1926     MONUMENTED       CGS
 JL0298  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0298
 JL0298                          STATION DESCRIPTION
 JL0298
 JL0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 JL0298'11.5 MI SW FROM GUNNISON.
 JL0298'11-1/2 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 JL0298'RAILROAD FROM THE STATION AT GUNNISON, GUNNISON COUNTY, 0.15 MILE
 JL0298'NORTHEAST OF MILEPOST D-300, 420 FEET NORTHEAST OF THE CROSSING OF A
 JL0298'ROAD LEADING TO COLUMBINE RESORT, 40 FEET SOUTH OF THE TRACK, ABOUT 1
 JL0298'FOOT HIGHER THAN THE TRACK, AND IN ROCK PROJECTING 5 FEET ABOVE
 JL0298'GROUND.  A STANDARD DISK, STAMPED 7423.499 F 9 1926.
 JL0298
 JL0298                          STATION RECOVERY (1984)
 JL0298
 JL0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0298'THIS LOCATION IS NOW THE BLUE MESA RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0143 ***********************************************************************
 JJ0143  DESIGNATION -  F 91
 JJ0143  PID         -  JJ0143
 JJ0143  STATE/COUNTY-  CO/KIOWA
 JJ0143  USGS QUAD   -  SHERIDAN LAKE (1968)
 JJ0143
 JJ0143                         *CURRENT SURVEY CONTROL
 JJ0143  ___________________________________________________________________
 JJ0143* NAD 83(1986)-  38 26 07.     (N)    102 18 27.     (W)     SCALED    
 JJ0143* NAVD 88     -      1255.609  (meters)    4119.44   (feet)  ADJUSTED  
 JJ0143  ___________________________________________________________________
 JJ0143  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 JJ0143  DYNAMIC HT  -        1254.436 (meters)    4115.60  (feet)  COMP
 JJ0143  MODELED GRAV-     979,650.6   (mgal)                       NAVD 88
 JJ0143
 JJ0143  VERT ORDER  -  SECOND    CLASS 0
 JJ0143
 JJ0143.The horizontal coordinates were scaled from a topographic map and have
 JJ0143.an estimated accuracy of +/- 6 seconds.
 JJ0143
 JJ0143.The orthometric height was determined by differential leveling
 JJ0143.and adjusted by the National Geodetic Survey in June 1991..
 JJ0143
 JJ0143.The geoid height was determined by GEOID03.
 JJ0143
 JJ0143.The dynamic height is computed by dividing the NAVD 88
 JJ0143.geopotential number by the normal gravity value computed on the
 JJ0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0143.degrees latitude (g = 980.6199 gals.).
 JJ0143
 JJ0143.The modeled gravity was interpolated from observed gravity values.
 JJ0143
 JJ0143;                    North         East    Units  Estimated Accuracy
 JJ0143;SPC CO S     -   505,860.    1,193,090.      MT  (+/- 180 meters Scaled)
 JJ0143
 JJ0143                          SUPERSEDED SURVEY CONTROL
 JJ0143
 JJ0143  NGVD 29 (??/??/92) 1255.095  (m)         4117.76   (f) ADJ UNCH    2 0
 JJ0143
 JJ0143.Superseded values are not recommended for survey control.
 JJ0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0143.See file dsdata.txt to determine how the superseded data were derived.
 JJ0143
 JJ0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC350575(NAD 83)
 JJ0143_MARKER: DB = BENCH MARK DISK
 JJ0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0143_STAMPING: F 91 1935
 JJ0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0143+STABILITY: SURFACE MOTION
 JJ0143
 JJ0143  HISTORY     - Date     Condition        Report By
 JJ0143  HISTORY     - 1935     MONUMENTED       CGS
 JJ0143  HISTORY     - 1967     GOOD             USGS
 JJ0143
 JJ0143                          STATION DESCRIPTION
 JJ0143
 JJ0143'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JJ0143'3 MI SW FROM SHERIDAN LAKE.
 JJ0143'ABOUT 3.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 385 FROM THE OLD
 JJ0143'HIGH SCHOOL AT SHERIDAN LAKE, KIOWA COUNTY, ABOUT 2.0 MILES SOUTH
 JJ0143'OF THE JUNCTION WITH STATE HIGHWAY 96, 440 FEET NORTH OF A FENCE
 JJ0143'CORNER, 104 FEET NORTH OF GAS PIPELINE CROSSING ROW FENCE, 84 FEET
 JJ0143'NORTH OF CENTERLINE OF ROAD PASSING THROUGH FENCE, 40 FEET SOUTHERLY
 JJ0143'FROM REA POLE, 53 FEET WEST OF CENTERLINE HIGHWAY, 8 FEET WEST OF ROW
 JJ0143'FENCE, 2.7 FEET NORTH OF WITNESS POST.  A STANDARD TABLET STAMPED
 JJ0143'F 91 1935 AND SET IN THE TOP OF A CONCRETE POST BURIED 0.3 FOOT
 JJ0143'UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0180 ***********************************************************************
 HK0180  DESIGNATION -  F 94
 HK0180  PID         -  HK0180
 HK0180  STATE/COUNTY-  CO/HUERFANO
 HK0180  USGS QUAD   -  GARDNER (1969)
 HK0180
 HK0180                         *CURRENT SURVEY CONTROL
 HK0180  ___________________________________________________________________
 HK0180* NAD 83(1986)-  37 47 44.     (N)    105 12 31.     (W)     SCALED    
 HK0180* NAVD 88     -      2187.823  (meters)    7177.88   (feet)  ADJUSTED  
 HK0180  ___________________________________________________________________
 HK0180  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 HK0180  DYNAMIC HT  -        2185.105 (meters)    7168.97  (feet)  COMP
 HK0180  MODELED GRAV-     979,308.6   (mgal)                       NAVD 88
 HK0180
 HK0180  VERT ORDER  -  SECOND    CLASS 0
 HK0180
 HK0180.The horizontal coordinates were scaled from a topographic map and have
 HK0180.an estimated accuracy of +/- 6 seconds.
 HK0180
 HK0180.The orthometric height was determined by differential leveling
 HK0180.and adjusted by the National Geodetic Survey in June 1991..
 HK0180
 HK0180.The geoid height was determined by GEOID03.
 HK0180
 HK0180.The dynamic height is computed by dividing the NAVD 88
 HK0180.geopotential number by the normal gravity value computed on the
 HK0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0180.degrees latitude (g = 980.6199 gals.).
 HK0180
 HK0180.The modeled gravity was interpolated from observed gravity values.
 HK0180
 HK0180;                    North         East    Units  Estimated Accuracy
 HK0180;SPC CO S     -   430,130.      940,070.      MT  (+/- 180 meters Scaled)
 HK0180
 HK0180                          SUPERSEDED SURVEY CONTROL
 HK0180
 HK0180  NGVD 29 (??/??/92) 2186.620  (m)         7173.94   (f) ADJ UNCH    2 0
 HK0180
 HK0180.Superseded values are not recommended for survey control.
 HK0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0180.See file dsdata.txt to determine how the superseded data were derived.
 HK0180
 HK0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB816831(NAD 83)
 HK0180_MARKER: DB = BENCH MARK DISK
 HK0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0180_STAMPING: F 94 1935
 HK0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0180+STABILITY: SURFACE MOTION
 HK0180
 HK0180  HISTORY     - Date     Condition        Report By
 HK0180  HISTORY     - 1935     MONUMENTED       CGS
 HK0180  HISTORY     - 1969     GOOD             USGS
 HK0180
 HK0180                          STATION DESCRIPTION
 HK0180
 HK0180'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 HK0180'2.6 MI NW FROM GARDNER.
 HK0180'2.6 MILES NORTHWEST ALONG NEW STATE HIGHWAY 69 FROM THE POST
 HK0180'OFFICE AT GARDNER, HUERFANO COUNTY, THENCE 0.25 MILES SOUTH TO
 HK0180'SITE OF BM AND OLD ROAD AS DESCRIBED, 102 FEET NORTHEAST OF THE
 HK0180'NORTHEAST BANK OF A LARGE DEEP WASH, 67 FEET NORTH OF THE
 HK0180'SOUTH POINT OF A HILL, AT THE BASE OF THE HILL, 3.0 FEET WEST
 HK0180'OF A 4-BY-4 INCH WOODEN MARKER POST STENCILED U.S.B.M., AND 5.0
 HK0180'FEET HIGHER THAN THE OLD HIGHWAY.  A STANDARD DISK, STAMPED
 HK0180'F 94 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HK0180'0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0522 ***********************************************************************
 JK0522  DESIGNATION -  F 95
 JK0522  PID         -  JK0522
 JK0522  STATE/COUNTY-  CO/CUSTER
 JK0522  USGS QUAD   -  ALDRICH GULCH (1957)
 JK0522
 JK0522                         *CURRENT SURVEY CONTROL
 JK0522  ___________________________________________________________________
 JK0522* NAD 83(1986)-  38 03 15.     (N)    105 24 41.     (W)     SCALED    
 JK0522* NAVD 88     -      2457.983  (meters)    8064.23   (feet)  ADJUSTED  
 JK0522  ___________________________________________________________________
 JK0522  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 JK0522  DYNAMIC HT  -        2454.913 (meters)    8054.16  (feet)  COMP
 JK0522  MODELED GRAV-     979,291.2   (mgal)                       NAVD 88
 JK0522
 JK0522  VERT ORDER  -  SECOND    CLASS 0
 JK0522
 JK0522.The horizontal coordinates were scaled from a topographic map and have
 JK0522.an estimated accuracy of +/- 6 seconds.
 JK0522
 JK0522.The orthometric height was determined by differential leveling
 JK0522.and adjusted by the National Geodetic Survey in June 1991..
 JK0522
 JK0522.The geoid height was determined by GEOID03.
 JK0522
 JK0522.The dynamic height is computed by dividing the NAVD 88
 JK0522.geopotential number by the normal gravity value computed on the
 JK0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0522.degrees latitude (g = 980.6199 gals.).
 JK0522
 JK0522.The modeled gravity was interpolated from observed gravity values.
 JK0522
 JK0522;                    North         East    Units  Estimated Accuracy
 JK0522;SPC CO S     -   458,800.      922,180.      MT  (+/- 180 meters Scaled)
 JK0522
 JK0522                          SUPERSEDED SURVEY CONTROL
 JK0522
 JK0522  NGVD 29 (??/??/92) 2456.703  (m)         8060.03   (f) ADJ UNCH    2 0
 JK0522
 JK0522.Superseded values are not recommended for survey control.
 JK0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0522.See file dsdata.txt to determine how the superseded data were derived.
 JK0522
 JK0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC639119(NAD 83)
 JK0522_MARKER: DB = BENCH MARK DISK
 JK0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0522_STAMPING: F 95 1935
 JK0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0522+STABILITY: SURFACE MOTION
 JK0522
 JK0522  HISTORY     - Date     Condition        Report By
 JK0522  HISTORY     - 1935     MONUMENTED       CGS
 JK0522  HISTORY     - 1941     GOOD             NGS
 JK0522
 JK0522                          STATION DESCRIPTION
 JK0522
 JK0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JK0522'6.7 MI SE FROM WESTCLIFFE.
 JK0522'6.7 MILES SOUTHEAST ALONG STATE HIGHWAY 69 FROM THE COUNTY COURTHOUSE
 JK0522'AT WESTCLIFFE, CUSTER COUNTY, 196 FEET SOUTH OF THE JUNCTION OF A
 JK0522'ROAD LEADING SOUTHEAST, 150 FEET SOUTH OF THE SITE OF AN OLD RANCH
 JK0522'HOUSE NORTH OF THE HIGHWAY, 83.0 FEET NORTHWEST OF A WOODEN BRIDGE
 JK0522'OVER A WASH, 46.0 FEET NORTH OF THE NORTH EDGE OF THE WASH, 38.0
 JK0522'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 4.0 FEET NORTH OF THE
 JK0522'NORTH GATEPOST, 2.3 FEET EAST OF THE FENCE, 2.8 FEET SOUTH OF A 4-
 JK0522'BY 4-INCH WOODEN MARKER POST STENCILED U.S.B.M., AND 1.0 FOOT LOWER
 JK0522'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED F 95 1935 AND SET IN
 JK0522'THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0713 ***********************************************************************
 KK0713  DESIGNATION -  F S
 KK0713  PID         -  KK0713
 KK0713  STATE/COUNTY-  CO/JEFFERSON
 KK0713  USGS QUAD   -  PINE (1994)
 KK0713
 KK0713                         *CURRENT SURVEY CONTROL
 KK0713  ___________________________________________________________________
 KK0713* NAD 83(1986)-  39 23 19.     (N)    105 16 24.     (W)     SCALED    
 KK0713* NAVD 88     -      2032.018  (meters)    6666.71   (feet)  ADJUSTED  
 KK0713  ___________________________________________________________________
 KK0713  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 KK0713  DYNAMIC HT  -        2029.861 (meters)    6659.64  (feet)  COMP
 KK0713  MODELED GRAV-     979,492.8   (mgal)                       NAVD 88
 KK0713
 KK0713  VERT ORDER  -  FIRST     CLASS II
 KK0713
 KK0713.The horizontal coordinates were scaled from a topographic map and have
 KK0713.an estimated accuracy of +/- 6 seconds.
 KK0713
 KK0713.The orthometric height was determined by differential leveling
 KK0713.and adjusted by the National Geodetic Survey in June 1991..
 KK0713
 KK0713.The geoid height was determined by GEOID03.
 KK0713
 KK0713.The dynamic height is computed by dividing the NAVD 88
 KK0713.geopotential number by the normal gravity value computed on the
 KK0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0713.degrees latitude (g = 980.6199 gals.).
 KK0713
 KK0713.The modeled gravity was interpolated from observed gravity values.
 KK0713
 KK0713;                    North         East    Units  Estimated Accuracy
 KK0713;SPC CO C     -   477,470.      933,930.      MT  (+/- 180 meters Scaled)
 KK0713
 KK0713                          SUPERSEDED SURVEY CONTROL
 KK0713
 KK0713  NGVD 29 (??/??/92) 2030.887  (m)         6663.00   (f) ADJ UNCH    1 2
 KK0713
 KK0713.Superseded values are not recommended for survey control.
 KK0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0713.See file dsdata.txt to determine how the superseded data were derived.
 KK0713
 KK0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD764599(NAD 83)
 KK0713_MARKER: DD = SURVEY DISK
 KK0713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0713_STAMPING: F S
 KK0713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0713+STABILITY: SURFACE MOTION
 KK0713
 KK0713  HISTORY     - Date     Condition        Report By
 KK0713  HISTORY     - UNK      MONUMENTED       USDA
 KK0713  HISTORY     - 1955     GOOD             NGS
 KK0713
 KK0713                          STATION DESCRIPTION
 KK0713
 KK0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KK0713'0.4 MI SE FROM BUFFALO CREEK.
 KK0713'0.1 MILE SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 KK0713'BUFFALO CREEK, THENCE 0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 126,
 KK0713'53 FEET SOUTHWEST OF THE RANGER STATION SIGN AT THE BUFFALO CREEK
 KK0713'RANGER STATION, 42 FEET SOUTHWEST OF A POLE FENCE, 32 FEET NORTHEAST
 KK0713'OF THE CENTER LINE OF THE HIGHWAY, 14.8 FEET SOUTHWEST OF THE
 KK0713'SOUTHWEST EDGE OF A ROCK LINED DRAINAGE DITCH, 6 FEET BELOW THE
 KK0713'LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST WHICH
 KK0713'PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOT LEVELED OVER IN 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1411 ***********************************************************************
 LL1411  DESIGNATION -  FAA
 LL1411  PID         -  LL1411
 LL1411  STATE/COUNTY-  CO/BOULDER
 LL1411  USGS QUAD   -  LONGMONT (1979)
 LL1411
 LL1411                         *CURRENT SURVEY CONTROL
 LL1411  ___________________________________________________________________
 LL1411* NAD 83(1992)-  40 14 23.54755(N)    105 03 18.31791(W)     ADJUSTED  
 LL1411* NAVD 88     -      1588.8    (meters)    5213.     (feet)  VERTCON   
 LL1411  ___________________________________________________________________
 LL1411  X           -  -1,266,722.846 (meters)                     COMP
 LL1411  Y           -  -4,709,357.680 (meters)                     COMP
 LL1411  Z           -   4,099,368.803 (meters)                     COMP
 LL1411  LAPLACE CORR-         -12.09  (seconds)                    DEFLEC99
 LL1411  ELLIP HEIGHT-        1572.17  (meters)          (12/03/02) GPS OBS
 LL1411  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 LL1411
 LL1411  HORZ ORDER  -  FIRST
 LL1411  ELLP ORDER  -  FOURTH    CLASS II
 LL1411
 LL1411.The horizontal coordinates were established by GPS observations
 LL1411.and adjusted by the National Geodetic Survey in December 2002..
 LL1411
 LL1411.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1411
 LL1411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1411
 LL1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1411
 LL1411.The ellipsoidal height was determined by GPS observations
 LL1411.and is referenced to NAD 83.
 LL1411
 LL1411.The geoid height was determined by GEOID03.
 LL1411
 LL1411;                    North         East     Units Scale Factor Converg.
 LL1411;SPC CO N     -   405,549.293   952,259.487   MT  0.99995686   +0 17 14.9
 LL1411;SPC CO N     - 1,330,539.64  3,124,204.67   sFT  0.99995686   +0 17 14.9
 LL1411;UTM  13      - 4,454,382.930   495,314.174   MT  0.99960027   -0 02 08.1
 LL1411
 LL1411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1411!SPC CO N     -   0.99975343  x   0.99995686  =   0.99971030
 LL1411!UTM  13      -   0.99975343  x   0.99960027  =   0.99935380
 LL1411
 LL1411|---------------------------------------------------------------------|
 LL1411| PID    Reference Object                     Distance      Geod. Az  |
 LL1411|                                                           dddmmss.s |
 LL1411| CR8249 FAA RM 1                             11.043 METERS 00134     |
 LL1411| LL1428 LONGMONT GREEN TANK                 APPROX. 0.8 KM 1781216.4 |
 LL1411| LL1412 FAA AZ MK                           APPROX. 0.9 KM 2675012.2 |
 LL1411| CR8250 FAA RM 2                             22.030 METERS 26849     |
 LL1411|---------------------------------------------------------------------|
 LL1411
 LL1411                          SUPERSEDED SURVEY CONTROL
 LL1411
 LL1411  ELLIP H (12/21/93) 1572.26   (m)                       GP(       ) 4 1
 LL1411  NAD 83(1992)-  40 14 23.54735(N)    105 03 18.31865(W) AD(       ) 1
 LL1411  ELLIP H (01/07/93) 1572.26   (m)                       GP(       ) 4 2
 LL1411  NAD 83(1986)-  40 14 23.53220(N)    105 03 18.31766(W) AD(       ) 1
 LL1411  NGVD 29 (01/20/89) 1587.9    (m)         5210.     (f) GPS OBS        
 LL1411
 LL1411.Superseded values are not recommended for survey control.
 LL1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1411.See file dsdata.txt to determine how the superseded data were derived.
 LL1411
 LL1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE9531454383(NAD 83)
 LL1411_MARKER: DH = HORIZONTAL CONTROL DISK
 LL1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL1411_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LL1411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1411+STABILITY: SURFACE MOTION
 LL1411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1411+SATELLITE: SATELLITE OBSERVATIONS - July 31, 1986
 LL1411
 LL1411  HISTORY     - Date     Condition        Report By
 LL1411  HISTORY     - 1985     MONUMENTED       NGS
 LL1411  HISTORY     - 19860731 GOOD
 LL1411
 LL1411                          STATION DESCRIPTION
 LL1411
 LL1411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 LL1411'THE STATION IS LOCATED ABOUT 22.5 KM (14 MI) NORTH OF ERIE, 18.5 KM
 LL1411'(11.5 MI) EAST OF LYONS AND 9.6 KM (6 MI) NORTH-NORTHEAST OF
 LL1411'LONGMONT.
 LL1411'OWNERSHIP--FEDERAL AVIATION ADMINISTRATION, DENVER AIRWAYS
 LL1411'FACILITIES SECTOR, 10455 E. 25TH, ROOM 304, AURORA, CO. 80010.
 LL1411'CONTACT MR. RAY SANDERSON.  TELEPHONE---303-340-5500.
 LL1411'
 LL1411'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 66 AND
 LL1411'U.S. HIGHWAY 287 IN NORTHERN LONGMONT, GO EAST ON STATE HIGHWAY 66
 LL1411'FOR 4.0 KM (2.5 MI) TO AN INTERSECTION, EAST COUNTY LINE ROAD.
 LL1411'TURN LEFT, NORTH, ON EAST COUNTY LINE ROAD FOR 1.6 KM (1.0 MI) TO
 LL1411'THE END OF PAVEMENT.  CONTINUE AHEAD, NORTH, FOR 2.3 KM (1.45 MI) TO
 LL1411'A SIDE ROAD LEFT, WASATCH ROAD, AND THE STATION.
 LL1411'
 LL1411'THE STATION IS A STANDARD NGS DISK STAMPED---FAA 1985---SET INTO
 LL1411'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12-IN) IN DIAMETER FLUSH
 LL1411'WITH THE GROUND.  LOCATED 15.8 M (52 FT) NORTH FROM THE CENTER OF
 LL1411'WASATCH ROAD, 14.6 M (48 FT) SOUTHEAST FROM THE SOUTHEAST LEG OF A
 LL1411'RED AND WHITE FAA MICROWAVE TOWER, 13.7 M (45 FT) WEST FROM THE
 LL1411'CENTER OF EAST COUNTY LINE ROAD, 1.2 M (4 FT) NORTHWEST FROM A FENCE
 LL1411'CORNER AND 1.2 M (4 FT) SOUTHWEST FROM A WITNESS POST.
 LL1411'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED---FAA 1985---SET
 LL1411'IN AN IRREGULAR MASS OF CONCRETE 0.9 M (3 FT) BELOW THE SURFACE.
 LL1411'
 LL1411'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK STAMPED---FAA NO 1
 LL1411'1985---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12-IN)
 LL1411'IN DIAMETER FLUSH WITH THE GROUND.  LOCATED 27.1 M (89 FT) NORTH
 LL1411'FROM THE CENTER OF WASATCH ROAD, 14.0 M (46 FT) WEST FROM THE
 LL1411'CENTER OF COUNTY LINE ROAD, 10.7 M (35 FT) EAST FROM THE SOUTHEAST
 LL1411'LEG OF THE FAA TOWER, 10.1 M (33 FT) NORTH FROM A WITNESS POST AND
 LL1411'LEVEL WITH THE STATION.
 LL1411'
 LL1411'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 LL1411'STAMPED---FAA NO 2 1985---,
 LL1411'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LL1411'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LL1411'35.7 METERS (117 FT) WEST FROM THE CENTER OF COUNTY LINE ROAD,
 LL1411'22.9 METERS (75 FT) WEST FROM A WITNESS POST,
 LL1411'15.8 METERS (52 FT) NORTH FROM THE CENTER OF WASATCH ROAD,
 LL1411'15.8 METERS (52 FT) SOUTHWEST FROM THE SOUTHEAST LEG OF TOWER.
 LL1411'MARK IS 0.3 METERS BELOW THE STATION.
 LL1411
 LL1411                          STATION RECOVERY (1986)
 LL1411
 LL1411'RECOVERED 1986
 LL1411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1357 ***********************************************************************
 JK1357  SACS        -  This is a Secondary Airport Control Station.
 JK1357  DESIGNATION -  FAA 00V A
 JK1357  PID         -  JK1357
 JK1357  STATE/COUNTY-  CO/EL PASO
 JK1357  USGS QUAD   -  FALCON (1975)
 JK1357
 JK1357                         *CURRENT SURVEY CONTROL
 JK1357  ___________________________________________________________________
 JK1357* NAD 83(1992)-  38 57 11.11475(N)    104 34 26.78514(W)     ADJUSTED  
 JK1357* NAVD 88     -      2094.84   (meters)    6872.8    (feet)  GPS OBS   
 JK1357  ___________________________________________________________________
 JK1357  X           -  -1,250,162.769 (meters)                     COMP
 JK1357  Y           -  -4,808,355.976 (meters)                     COMP
 JK1357  Z           -   3,989,574.100 (meters)                     COMP
 JK1357  LAPLACE CORR-          -7.79  (seconds)                    DEFLEC99
 JK1357  ELLIP HEIGHT-        2077.03  (meters)          (10/21/02) GPS OBS
 JK1357  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 JK1357
 JK1357  HORZ ORDER  -  FIRST
 JK1357  ELLP ORDER  -  FIFTH     CLASS I
 JK1357
 JK1357.This mark is at City Of Colorado Springs Mun Airport (COS)
 JK1357.This mark is at Meadow Lake Airport  (00V)
 JK1357
 JK1357.The horizontal coordinates were established by GPS observations
 JK1357.and adjusted by the National Geodetic Survey in June 2000..
 JK1357
 JK1357.The orthometric height was determined by GPS observations and a
 JK1357.high-resolution geoid model.
 JK1357
 JK1357.GPS derived orthometric heights for airport stations designated as
 JK1357.PACS or SACS are published to 2 decimal places.  This maintains
 JK1357.centimeter relative accuracy between the PACS and SACS.  It does
 JK1357.not indicate centimeter accuracy relative to other marks which are
 JK1357.part of the NAVD 88 network.
 JK1357
 JK1357.Photographs are available for this station.
 JK1357
 JK1357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1357
 JK1357.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1357
 JK1357.The ellipsoidal height was determined by GPS observations
 JK1357.and is referenced to NAD 83.
 JK1357
 JK1357.The geoid height was determined by GEOID03.
 JK1357
 JK1357;                    North         East     Units Scale Factor Converg.
 JK1357;SPC CO C     -   429,510.093   994,655.282   MT  0.99993923   +0 35 02.2
 JK1357;SPC CO C     - 1,409,151.03  3,263,298.20   sFT  0.99993923   +0 35 02.2
 JK1357;UTM  13      - 4,311,656.894   536,903.235   MT  0.99961677   +0 16 03.9
 JK1357
 JK1357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1357!SPC CO C     -   0.99967423  x   0.99993923  =   0.99961348
 JK1357!UTM  13      -   0.99967423  x   0.99961677  =   0.99929112
 JK1357
 JK1357:                Primary Azimuth Mark                     Grid Az
 JK1357:SPC CO C     -  FAA 00V B                                159 46 34.1
 JK1357:UTM  13      -  FAA 00V B                                160 05 32.4
 JK1357
 JK1357|---------------------------------------------------------------------|
 JK1357| PID    Reference Object                     Distance      Geod. Az  |
 JK1357|                                                           dddmmss.s |
 JK1357| JK1358 FAA 00V B                           APPROX. 0.8 KM 1602136.3 |
 JK1357|---------------------------------------------------------------------|
 JK1357
 JK1357                          SUPERSEDED SURVEY CONTROL
 JK1357
 JK1357  ELLIP H (06/30/00) 2077.05   (m)                       GP(       ) 1 1
 JK1357  NAD 83(1992)-  38 57 11.11508(N)    104 34 26.78514(W) AD(       ) 3
 JK1357  ELLIP H (01/07/93) 2077.05   (m)                       GP(       ) 4 2
 JK1357  NAD 83(1986)-  38 57 11.10448(N)    104 34 26.77609(W) AD(       ) 3
 JK1357  NGVD 29 (06/29/92) 2093.8    (m)         6869.     (f) GPS OBS        
 JK1357
 JK1357.Superseded values are not recommended for survey control.
 JK1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1357.See file dsdata.txt to determine how the superseded data were derived.
 JK1357
 JK1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED3690311657(NAD 83)
 JK1357_MARKER: I = METAL ROD
 JK1357_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JK1357_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JK1357_STAMPING: FAA 00V A 1991
 JK1357_MARK LOGO: NGS   
 JK1357_PROJECTION: PROJECTING 3 CENTIMETERS
 JK1357_MAGNETIC: I = MARKER IS A STEEL ROD
 JK1357_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK1357+STABILITY: POSITION/ELEVATION WELL
 JK1357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1357+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1999
 JK1357_ROD/PIPE-DEPTH: 4.3  meters
 JK1357_SLEEVE-DEPTH  : 0.9 meters
 JK1357
 JK1357  HISTORY     - Date     Condition        Report By
 JK1357  HISTORY     - 1991     MONUMENTED       NGS
 JK1357  HISTORY     - 19940615 GOOD             NGS
 JK1357  HISTORY     - 19990408 GOOD             MSAM
 JK1357
 JK1357                          STATION DESCRIPTION
 JK1357
 JK1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 JK1357'STATION IS LOCATED ABOUT 25.0 KM (15.5 MI) NORTHEAST OF COLORADO
 JK1357'SPRINGS, AT THE FOLCON/MEADLOW LAKE AIRPORT.  OWNERSHIP--MEADOW LAKE
 JK1357'AIRPORT ASSOCIATION.  PRESIDENT OF THE BOARD IS LARRY LAXON, CONTACT
 JK1357'SHOULD BE MADE WITH GORDON JOHNSON, PHONE 719-683-3082.
 JK1357'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 24 AND STATE HIGHWAY 94 ON
 JK1357'THE EAST SIDE OF COLORADO SPRINGS, GO NORTHEAST ON HIGHWAY 24 FOR
 JK1357'13.44 KM (8.35 MI) TO THE CROSSROAD IN FALCON.  CONTINUE AHEAD ON
 JK1357'HIGHWAY 24 FOR 4.0 KM (2.5 MI) TO THE JUNCTION OF JUDGE ORR ROAD ON
 JK1357'THE RIGHT.  TURN RIGHT, EAST, ON JUDGE ORR ROAD FOR 0.6 KM (0.4 MI)
 JK1357'TO THE JUNCTION OF CESSNA DRIVE ON THE RIGHT.  TURN RIGHT, SOUTH, ON
 JK1357'CESSNA DRIVE FOR 0.24 KM (0.15 MI) TO A DIRT ROAD RIGHT.  TURN RIGHT,
 JK1357'WEST, ON ROAD AND RAMP FOR 0.24 KM (0.15 MI) TO THE TAXI AND STATION
 JK1357'SET ON THE LEFT.
 JK1357'STATION MARK IS A PUNCH MARK TOP CENTER OF A STAINLESS STEEL ROD IN A
 JK1357'2.5 CM GREASE FILLED SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC PIPE
 JK1357'WITH LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND. IT IS
 JK1357'49.8 M (163.4 FT) SOUTHWEST FROM TAXI CENTER, 27.2 M (89.2 FT)
 JK1357'NORTHEAST FROM RUNWAY CENTER, 20.6 M (67.6 FT) SOUTHWEST FROM TAXI
 JK1357'CENTER, 15.0 M (49.2 FT) NORTHEAST FROM A RUNWAY LIGHT AND 0.3 M
 JK1357'(1.0 FT) NORTHEAST FROM A SHORT FIBERGLASS WITNESS POST.
 JK1357
 JK1357                          STATION RECOVERY (1994)
 JK1357
 JK1357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 JK1357'THE STATION IS LOCATED AT THE MEADOW LAKE AIRPORT NEAR THE NW END OF
 JK1357'THE RUNWAY.  IT IS 89.2 FT (27.2 M) NE OF THE RUNWAY CENTERLINE, 163.4
 JK1357'FT (49.8 M) SE OF THE TAXIWAY CENTERLINE, 67.6 SW OF THE PARALLEL
 JK1357'TAXIWAY CENTERLINE, 49.2 NE OF RUNWAY LIGHT, AND ON LINE WITH THE
 JK1357'FIRST SET OF RUNWAY LIGHTS.  THE STATION IS THE PUNCH MARK IN THE TOP
 JK1357'OF A STAINLESS STEEL ROD IN A GREASE FILLED PVC PIPE UNDER AN ALUMINUM
 JK1357'LOGO CAP STAMPED FAA 00V A 1991 AND SET FLUSH WITH THE GROUND.
 JK1357
 JK1357                          STATION RECOVERY (1999)
 JK1357
 JK1357'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 JK1357'THE STATION IS LOCATED ABOUT 10 KM (6.20 MI) SOUTHWEST OF PEYTON AND 5
 JK1357'KM (3.10 MI) NORTHEAST OF FALCON COLORADO, AT THE MEADOW LAKE AIRPORT.
 JK1357'IT IS WEST OF TAXIWAY A AND EAST OF RUNWAY 15-33.  ACCESS ON THE
 JK1357'AIRPORT IS NOT CONTROLLED, AIRPORT CONTACT IS MR.  JACK DHOOGHE, 8264
 JK1357'CESSNA DRIVE FALCON COLORADO 80831 TELEPHONE 719-683-2202.
 JK1357'OWNERSHIP--MEADOW LAKE AIRPORT
 JK1357'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 24 AND
 JK1357'MERIDIAN ROAD IN FALCON, GO NORTHEAST ON US HIGHWAY 24 FOR 2.2 MI (3.5
 JK1357'KM) TO A SIDE ROAD RIGHT.  TURN RIGHT, EAST, ALONG JUDGE ORR ROAD FOR
 JK1357'0.4 MI (0.6 KM) TO A SIDE ROAD RIGHT.  TURN RIGHT, SOUTH, ALONG CESSNA
 JK1357'DRIVE FOR 0.1 MI (0.2 KM) TO AN A SIDE ROAD RIGHT.  TURN RIGHT, WEST
 JK1357'ALONG A PAVED AIRPORT ENTRANCE ROAD FOR 0.2 MI (0.3 KM) TO TAXIWAY A.
 JK1357'TURN LEFT, SOUTH, TO THE STATION ON THE LEFT
 JK1357'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 JK1357'TO A DEPTH OF 5.5 M, (18.0 FT) ENCASED IN A 2.5 CM DIAMETER GREASE
 JK1357'FILLED 90 CM LONG PVC PIPE, ENCLOSED IN A 12.7 CM PVC PIPE WITH LOGO
 JK1357'LID, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.IT IS 18.0
 JK1357'M (59.1 FT) EAST OF THE EAST EDGE OF RUNWAY 15-33, 16.9 M (55.4 FT)
 JK1357'WEST OF TAXIWAY A, 16.0 M (52.5 FT) WEST-SOUTHWEST OF A BLUE LIGHT
 JK1357'NUMBER 62, 15.8 M (51.8 FT) WEST-NORTHWEST OF A BLUE LIGHT NUMBER 61.
 JK1357'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1358 ***********************************************************************
 JK1358  PACS        -  This is a Primary Airport Control Station.
 JK1358  DESIGNATION -  FAA 00V B
 JK1358  PID         -  JK1358
 JK1358  STATE/COUNTY-  CO/EL PASO
 JK1358  USGS QUAD   -  FALCON (1975)
 JK1358
 JK1358                         *CURRENT SURVEY CONTROL
 JK1358  ___________________________________________________________________
 JK1358* NAD 83(1992)-  38 56 46.30827(N)    104 34 15.44882(W)     ADJUSTED  
 JK1358* NAVD 88     -      2080.74   (meters)    6826.6    (feet)  GPS OBS   
 JK1358  ___________________________________________________________________
 JK1358  X           -  -1,250,016.755 (meters)                     COMP
 JK1358  Y           -  -4,808,879.614 (meters)                     COMP
 JK1358  Z           -   3,988,970.110 (meters)                     COMP
 JK1358  LAPLACE CORR-          -7.71  (seconds)                    DEFLEC99
 JK1358  ELLIP HEIGHT-        2062.90  (meters)          (10/21/02) GPS OBS
 JK1358  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 JK1358
 JK1358  HORZ ORDER  -  B
 JK1358  ELLP ORDER  -  FIFTH     CLASS I
 JK1358
 JK1358.This mark is at City Of Colorado Springs Mun Airport (COS)
 JK1358.This mark is at Meadow Lake Airport  (00V)
 JK1358
 JK1358.The horizontal coordinates were established by GPS observations
 JK1358.and adjusted by the National Geodetic Survey in June 2000..
 JK1358
 JK1358.The orthometric height was determined by GPS observations and a
 JK1358.high-resolution geoid model.
 JK1358
 JK1358.GPS derived orthometric heights for airport stations designated as
 JK1358.PACS or SACS are published to 2 decimal places.  This maintains
 JK1358.centimeter relative accuracy between the PACS and SACS.  It does
 JK1358.not indicate centimeter accuracy relative to other marks which are
 JK1358.part of the NAVD 88 network.
 JK1358
 JK1358.Photographs are available for this station.
 JK1358
 JK1358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1358
 JK1358.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1358
 JK1358.The ellipsoidal height was determined by GPS observations
 JK1358.and is referenced to NAD 83.
 JK1358
 JK1358.The geoid height was determined by GEOID03.
 JK1358
 JK1358;                    North         East     Units Scale Factor Converg.
 JK1358;SPC CO C     -   428,748.000   994,936.038   MT  0.99993954   +0 35 09.4
 JK1358;SPC CO C     - 1,406,650.73  3,264,219.32   sFT  0.99993954   +0 35 09.4
 JK1358;UTM  13      - 4,310,893.509   537,179.692   MT  0.99961702   +0 16 10.9
 JK1358
 JK1358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1358!SPC CO C     -   0.99967644  x   0.99993954  =   0.99961600
 JK1358!UTM  13      -   0.99967644  x   0.99961702  =   0.99929359
 JK1358
 JK1358|---------------------------------------------------------------------|
 JK1358| PID    Reference Object                     Distance      Geod. Az  |
 JK1358|                                                           dddmmss.s |
 JK1358| AI5879 00V C                               250.070 METERS 14907     |
 JK1358| JK1357 FAA 00V A                           APPROX. 0.8 KM 3402143.5 |
 JK1358|---------------------------------------------------------------------|
 JK1358
 JK1358                          SUPERSEDED SURVEY CONTROL
 JK1358
 JK1358  ELLIP H (06/30/00) 2062.92   (m)                       GP(       ) 1 1
 JK1358  NAD 83(1992)-  38 56 46.30831(N)    104 34 15.44904(W) AD(       ) 3
 JK1358  ELLIP H (01/07/93) 2062.91   (m)                       GP(       ) 4 2
 JK1358  NAD 83(1986)-  38 56 46.29770(N)    104 34 15.43999(W) AD(       ) 3
 JK1358  NGVD 29 (06/29/92) 2080.     (m)         6824.     (f) GPS OBS        
 JK1358
 JK1358.Superseded values are not recommended for survey control.
 JK1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1358.See file dsdata.txt to determine how the superseded data were derived.
 JK1358
 JK1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED3718010894(NAD 83)
 JK1358_MARKER: I = METAL ROD
 JK1358_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JK1358_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JK1358_STAMPING: FAA 00V B 1991
 JK1358_MARK LOGO: NGS   
 JK1358_PROJECTION: FLUSH
 JK1358_MAGNETIC: I = MARKER IS A STEEL ROD
 JK1358_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK1358+STABILITY: POSITION/ELEVATION WELL
 JK1358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1358+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1999
 JK1358_ROD/PIPE-DEPTH: 5.5  meters
 JK1358_SLEEVE-DEPTH  : 1.0 meters
 JK1358
 JK1358  HISTORY     - Date     Condition        Report By
 JK1358  HISTORY     - 1991     MONUMENTED       NGS
 JK1358  HISTORY     - 19940615 GOOD             NGS
 JK1358  HISTORY     - 19990408 GOOD             MSAM
 JK1358
 JK1358                          STATION DESCRIPTION
 JK1358
 JK1358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 JK1358'STATION IS LOCATED ABOUT 25.0 KM (15.5 MI) NORTHEAST OF COLORADO
 JK1358'SPRINGS, AT THE FOLCON/MEADLOW LAKE AIRPORT.  OWNERSHIP--MEADOW LAKE
 JK1358'AIRPORT ASSOCIATION.  PRESIDENT OF THE BOARD IS LARRY LAXON, CONTACT
 JK1358'SHOULD BE MADE WITH GORDON JOHNSON, PHONE 719-683-3082.
 JK1358'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 24 AND STATE HIGHWAY 94 ON
 JK1358'THE EAST SIDE OF COLORADO SPRINGS, GO NORTHEAST ON HIGHWAY 24 FOR
 JK1358'13.44 KM (8.35 MI) TO THE CROSSROAD IN FALCON.  CONTINUE AHEAD ON
 JK1358'HIGHWAY 24 FOR 4.0 KM (2.5 MI) TO THE JUNCTION OF JUDGE ORR ROAD ON
 JK1358'THE RIGHT.  TURN RIGHT, EAST, ON JUDGE ORR ROAD FOR 0.6 KM (0.4 MI)
 JK1358'TO THE JUNCTION OF CESSNA DRIVE ON THE RIGHT.  TURN RIGHT, SOUTH, ON
 JK1358'CESSNA DRIVE FOR 0.24 KM (0.15 MI) TO A DIRT ROAD RIGHT.  TURN RIGHT,
 JK1358'WEST, ON ROAD AND RAMP FOR 0.24 KM (0.15 MI) TO THE TAXI.  TURN LEFT,
 JK1358'SOUTHEAST, ON TAXI FOR 0.64 KM (0.40 MI) TO THE STATION ON THE RIGHT.
 JK1358'STATION MARK IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 JK1358'2.5 CM GREASE FILLED PVC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 JK1358'PIPE WITH LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND. IT
 JK1358'IS 28.5 M (93.5 FT) NORTHEAST FROM RUNWAY CENTER, 22.4 M (73.5 FT)
 JK1358'NORTHWEST FROM TAXI CENTER, 18.6 M (61.0 FT) SOUTHWEST FROM TAXI
 JK1358'CENTER, 13.9 M (45.6 FT) NORTHEAST FROM NORTHEAST ONE OF TWO TAXI
 JK1358'LIGHTS, 0.3 M (1.0 FT) NORTHEAST FROM A 0.3 M (1.0 FT) FIBERGLASS
 JK1358'WITNESS POST.
 JK1358
 JK1358                          STATION RECOVERY (1994)
 JK1358
 JK1358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 JK1358'THE STATION IS LOCATED NEAR MID-FIELD AT THE MEADOW LAKE AIRPORT, JUST
 JK1358'NW OF THE JOG IN THE PARALLEL TAXIWAY.  IT IS 93.5 FT (28.5 M) NE OF
 JK1358'THE RWY CENTERLINE, 73.5 FT (22.4 M) NW OF TAXIWAY CENTERLINE, 61.0 FT
 JK1358'(18.6 M) SW OF THE PARALLEL TAXIWAY CENTERLINE, 45.6 FT (13.9 M) NE OF
 JK1358'THE NE 1 OF 2 TAXIWAY LIGHTS AND ON LINE WITH THE FIRST SET OF RUNWAY
 JK1358'LIGHTS NW OF THE TAXIWAY.  THE STATION IS THE PUNCH MARK IN THE TOP OF
 JK1358'A STAINLESS STEEL ROD IN A GREASE FILLED PVC PIPE UNDER AN ALUMINUM
 JK1358'LOGO CAP STAMPED FAA 00V B 1991 AND SET FLUSH WITH THE GROUND.
 JK1358
 JK1358                          STATION RECOVERY (1999)
 JK1358
 JK1358'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 JK1358'THE STATION IS LOCATED ABOUT 10 KM (6.20 MI) SOUTHWEST OF PEYTON AND 5
 JK1358'KM (3.10 MI) NORTHEAST OF FALCON COLORADO, AT THE MEADOW LAKE AIRPORT.
 JK1358'IT IS WEST OF TAXIWAY A AND EAST OF RUNWAY 15-33.  ACCESS ON THE
 JK1358'AIRPORT IS NOT CONTROLLED, AIRPORT CONTACT IS MR.  JACK DHOOGHE, 8264
 JK1358'CESSNA DRIVE FALCON COLORADO 80831 TELEPHONE 719-683-2202.
 JK1358'OWNERSHIP--MEADOW LAKE AIRPORT
 JK1358'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 24 AND
 JK1358'MERIDIAN ROAD IN FALCON, GO NORTHEAST ON US HIGHWAY 24 FOR 2.2 MI (3.5
 JK1358'KM) TO A SIDE ROAD RIGHT.  TURN RIGHT, EAST, ALONG JUDGE ORR ROAD FOR
 JK1358'0.4 MI (0.6 KM) TO A SIDE ROAD RIGHT.  TURN RIGHT, SOUTH, ALONG CESSNA
 JK1358'DRIVE FOR 0.1 MI (0.2 KM) TO AN A SIDE ROAD RIGHT.  TURN RIGHT, WEST
 JK1358'ALONG A PAVED AIRPORT ENTRANCE ROAD FOR 0.2 MI (0.3 KM) TO TAXIWAY A.
 JK1358'TURN LEFT, SOUTH, ALONG TAXIWAY A FOR 0.55 MI (0.89 KM) TO THE STATION
 JK1358'ON THE LEFT
 JK1358'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 JK1358'TO A DEPTH OF 5.5 M, (18.0 FT) ENCASED IN A 2.5 CM DIAMETER GREASE
 JK1358'FILLED 90 CM LONG PVC PIPE, ENCLOSED IN A 12.7 CM PVC PIPE WITH LOGO
 JK1358'LID SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.IT IS 19.6 M
 JK1358'(64.3 FT) SOUTHEAST OF THE EAST EDGE OF RUNWAY 15-33, 18.5 M (60.7 FT)
 JK1358'NORTH OF THE NORTH EDGE OF TAXIWAY A4, 14.9 M (48.9 FT) NORTHWEST OF
 JK1358'THE WEST EDGE OF TAXIWAY A, 0.3 M (1.0 FT) NORTHEAST OF A FIBERGLASS
 JK1358'WITNESS POST.  THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL
 JK1358'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0587 ***********************************************************************
 HK0587  CBN         -  This is a Cooperative Base Network Control Station.
 HK0587  DESIGNATION -  FAA 07V A
 HK0587  PID         -  HK0587
 HK0587  STATE/COUNTY-  CO/HUERFANO
 HK0587  USGS QUAD   -  LA VETA (1963)
 HK0587
 HK0587                         *CURRENT SURVEY CONTROL
 HK0587  ___________________________________________________________________
 HK0587* NAD 83(1992)-  37 31 29.39908(N)    105 00 05.83598(W)     ADJUSTED  
 HK0587* NAVD 88     -      2156.7    (meters)    7076.     (feet)  GPS OBS   
 HK0587  ___________________________________________________________________
 HK0587  X           -  -1,311,425.323 (meters)                     COMP
 HK0587  Y           -  -4,893,752.084 (meters)                     COMP
 HK0587  Z           -   3,865,053.618 (meters)                     COMP
 HK0587  LAPLACE CORR-          -9.67  (seconds)                    DEFLEC99
 HK0587  ELLIP HEIGHT-        2139.66  (meters)          (09/24/02) GPS OBS
 HK0587  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 HK0587
 HK0587  HORZ ORDER  -  B
 HK0587  ELLP ORDER  -  THIRD     CLASS I
 HK0587
 HK0587.The horizontal coordinates were established by GPS observations
 HK0587.and adjusted by the National Geodetic Survey in May 1992..
 HK0587
 HK0587.The orthometric height was determined by GPS observations and a
 HK0587.high-resolution geoid model.
 HK0587
 HK0587.Photographs are available for this station.
 HK0587
 HK0587.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HK0587
 HK0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0587
 HK0587.The ellipsoidal height was determined by GPS observations
 HK0587.and is referenced to NAD 83.
 HK0587
 HK0587.The geoid height was determined by GEOID03.
 HK0587
 HK0587;                    North         East     Units Scale Factor Converg.
 HK0587;SPC CO S     -   400,160.487   958,454.629   MT  0.99995989   +0 18 20.5
 HK0587;SPC CO S     - 1,312,859.86  3,144,529.90   sFT  0.99995989   +0 18 20.5
 HK0587;UTM  13      - 4,153,096.396   499,856.758   MT  0.99960000   -0 00 03.6
 HK0587
 HK0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0587!SPC CO S     -   0.99966435  x   0.99995989  =   0.99962425
 HK0587!UTM  13      -   0.99966435  x   0.99960000  =   0.99926449
 HK0587
 HK0587:                Primary Azimuth Mark                     Grid Az
 HK0587:SPC CO S     -  FAA 07V B                                256 32 01.5
 HK0587:UTM  13      -  FAA 07V B                                256 50 25.6
 HK0587
 HK0587|---------------------------------------------------------------------|
 HK0587| PID    Reference Object                     Distance      Geod. Az  |
 HK0587|                                                           dddmmss.s |
 HK0587| HK0592 FAA 07V B                           APPROX. 0.7 KM 2565022.0 |
 HK0587|---------------------------------------------------------------------|
 HK0587
 HK0587                          SUPERSEDED SURVEY CONTROL
 HK0587
 HK0587  ELLIP H (12/21/93) 2139.63   (m)                       GP(       ) 4 1
 HK0587  NAD 83(1986)-  37 31 29.40143(N)    105 00 05.83902(W) AD(       ) 3
 HK0587  ELLIP H (05/26/92) 2139.63   (m)                       GP(       ) 4 1
 HK0587  NGVD 29 (06/11/92) 2155.6    (m)         7072.     (f) GPS OBS        
 HK0587
 HK0587.Superseded values are not recommended for survey control.
 HK0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0587.See file dsdata.txt to determine how the superseded data were derived.
 HK0587
 HK0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB9985753096(NAD 83)
 HK0587_MARKER: I = METAL ROD
 HK0587_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HK0587_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HK0587_STAMPING: FAA 07V A 1991
 HK0587_MARK LOGO: NGS   
 HK0587_PROJECTION: FLUSH
 HK0587_MAGNETIC: I = MARKER IS A STEEL ROD
 HK0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HK0587+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1998
 HK0587_ROD/PIPE-DEPTH: 3.9  meters
 HK0587_SLEEVE-DEPTH  : 1 meters
 HK0587
 HK0587  HISTORY     - Date     Condition        Report By
 HK0587  HISTORY     - 1991     MONUMENTED       NGS
 HK0587  HISTORY     - 19911213 GOOD             NGS
 HK0587  HISTORY     - 19981020 GOOD             NGS
 HK0587
 HK0587                          STATION DESCRIPTION
 HK0587
 HK0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 HK0587'STATION IS LOCATED 2 KM (1.2 MI) NORTH OF LA VETA, AT THE LA
 HK0587'VETA/CUCHARA VALLEY MUNICIPAL AIRPORT, ALONG THE SOUTH PERIMETER
 HK0587'FENCE, JUST WEST OF THE PAVED TAXI AND A LONE T-HANGAR, IN EAST
 HK0587'CENTRAL SECTION 16, T 29 S, R 68 W.  OWNERSHIP--TOWN OF LA VETA, TOWN
 HK0587'HALL, LA VETA, CO 81055.  AIRPORT MANAGER IS RICH LEPKA.  PHONE IS
 HK0587'719-742-5421.
 HK0587'NOTE--FUTURE CONSTRUCTION WILL MOVE THE ENTRANCE ROAD TO THE NORTH
 HK0587'SIDE OF THE RUNWAY, ALONG WITH A TAXI AND NEW HANGARS.
 HK0587'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 12 AND THE RAILROAD
 HK0587'CROSSING IN LA VETA (ONE BLOCK NORTH OF THE STREET WITH THE POST
 HK0587'OFFICE), GO NORTH ON HIGHWAY 12 FOR 1.40 MI (2.25 KM) TO THE SOUTH
 HK0587'AIRPORT ENTRANCE ON THE LEFT, JUST AFTER TOPPING GRADE.  TURN LEFT,
 HK0587'SOUTHWEST, ON GRAVEL ROAD FOR 0.15 MI (0.24 KM) TO THE PAVED APRON.
 HK0587'CONTINUE AHEAD, KEEPING TO RIGHT OF T-HANGAR, ACROSS APRON, THEN
 HK0587'ROUGH GRASS, ALONG FENCE FOR 0.05 MI (0.08 KM) TO THE STATION ON THE
 HK0587'LEFT.
 HK0587'STATION MARK IS A PUNCH HOLE TOP CENTER IN A STEEL ROD ENCASED IN A
 HK0587'PVC PIPE WITH LOGO CAP SET IN A 0.5 M (1.6 FT) CONCRETE POST 7-CM
 HK0587'BELOW GROUND LEVEL.  IT IS 43.5 M (142.7 FT) SOUTHEAST OF THE RUNWAY
 HK0587'CENTER, 1.1 M (3.6 FT) NORTHWEST OF THE PERIMETER FENCE, 52.4 M
 HK0587'(171.9 FT) SOUTHWEST OF THE TAXI CENTER, 16.8 M (55.1 FT) SOUTHWEST
 HK0587'OF A FENCE CORNER AT A HIGH VOLTAGE ELECTICAL BOX, 1.1 M (3.6 FT)
 HK0587'SOUTHWEST OF A FIBERGLASS WITNESS POST AND 0.9 M (3.0 FT) NORTHEAST OF
 HK0587'A FIBERGLASS WITNESS POST.
 HK0587'DESCRIBED BY G.R.HEID
 HK0587
 HK0587                          STATION RECOVERY (1991)
 HK0587
 HK0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HK0587'STATION IS LOCATED 2 KM (1.2 MI) NORTH OF LA VETA, AT THE LA
 HK0587'VETA/CUCHARA VALLEY MUNICIPAL AIRPORT, ALONG THE SOUTH PERIMETER
 HK0587'FENCE, JUST WEST OF THE PAVED TAXI AND A LONE T-HANGAR.
 HK0587'OWNERSHIP--TOWN OF LA VETA, TOWN HALL, LA VETA, CO 81055.  AIRPORT
 HK0587'MANAGER IS RICH LEPKA, PHONE 719-742-5421.  NOTE--FUTURE CONSTRUCTION
 HK0587'WILL MOVE THE ENTRANCE ROAD TO THE NORTH SIDE OF THE RUNWAY, ALONG
 HK0587'WITH A TAXI AND NEW HANGARS.
 HK0587'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 12 AND THE RAILROAD
 HK0587'CROSSING IN LA VETA (ONE BLOCK NORTH OF THE STREET WITH THE POST
 HK0587'OFFICE), GO NORTH ON HIGHWAY 12 FOR 1.40 MI (2.25 KM) TO THE SOUTH
 HK0587'AIRPORT ENTRANCE ON THE LEFT, JUST AFTER TOPPING GRADE.  TURN LEFT,
 HK0587'SOUTHWEST, ON GRAVEL ROAD FOR 0.15 MI (0.24 KM) TO THE PAVED APRON.
 HK0587'CONTINUE AHEAD, KEEPING TO RIGHT OF T-HANGAR, ACROSS APRON, THEN
 HK0587'ROUGH GRASS, ALONG FENCE FOR 0.05 MI (0.08 KM) TO THE STATION ON THE
 HK0587'LEFT.
 HK0587'STATION MARK IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 HK0587'2.5 CM GREASE FILLED PVC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 HK0587'PIPE WITH LOGO CAP SURROUNDED BY CONCRETE RECESSED 7-CM BELOW GROUND.
 HK0587'IT IS 43.5 M (142.7 FT) SOUTHEAST FROM THE RUNWAY CENTER, 1.1 M
 HK0587'(3.6 FT) NORTHWEST FROM THE PERIMETER FENCE, 52.4 M (171.9 FT)
 HK0587'SOUTHWEST FROM THE TAXI CENTER, 16.8 M (55.1 FT) SOUTHWEST FROM A
 HK0587'FENCE CORNER AT A HIGH VOLTAGE ELECTICAL BOX, 1.1 M (3.6 FT)
 HK0587'SOUTHWEST FROM A FIBERGLASS WITNESS POST AND 0.9 M (3.0 FT) NORTHEAST
 HK0587'FROM A FIBERGLASS WITNESS POST.
 HK0587
 HK0587                          STATION RECOVERY (1998)
 HK0587
 HK0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 HK0587'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0592 ***********************************************************************
 HK0592  DESIGNATION -  FAA 07V B
 HK0592  PID         -  HK0592
 HK0592  STATE/COUNTY-  CO/HUERFANO
 HK0592  USGS QUAD   -  LA VETA (1963)
 HK0592
 HK0592                         *CURRENT SURVEY CONTROL
 HK0592  ___________________________________________________________________
 HK0592* NAD 83(1992)-  37 31 24.39483(N)    105 00 32.70260(W)     ADJUSTED  
 HK0592* NAVD 88     -      2168.     (meters)    7113.     (feet)  VERTCON   
 HK0592  ___________________________________________________________________
 HK0592  X           -  -1,312,089.301 (meters)                     COMP
 HK0592  Y           -  -4,893,680.295 (meters)                     COMP
 HK0592  Z           -   3,864,937.796 (meters)                     COMP
 HK0592  LAPLACE CORR-          -9.70  (seconds)                    DEFLEC99
 HK0592  ELLIP HEIGHT-        2150.46  (meters)          (12/21/93) GPS OBS
 HK0592  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 HK0592
 HK0592  HORZ ORDER  -  THIRD
 HK0592  ELLP ORDER  -  FOURTH    CLASS I
 HK0592
 HK0592.The horizontal coordinates were established by GPS observations
 HK0592.and adjusted by the National Geodetic Survey in January 1993..
 HK0592.No horizontal observational check was made to the station.
 HK0592
 HK0592.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0592
 HK0592.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HK0592
 HK0592.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0592
 HK0592.The ellipsoidal height was determined by GPS observations
 HK0592.and is referenced to NAD 83.
 HK0592
 HK0592.The geoid height was determined by GEOID03.
 HK0592
 HK0592;                    North         East     Units Scale Factor Converg.
 HK0592;SPC CO S     -   400,002.722   957,795.780   MT  0.99996002   +0 18 04.0
 HK0592;SPC CO S     - 1,312,342.26  3,142,368.32   sFT  0.99996002   +0 18 04.0
 HK0592;UTM  13      - 4,152,942.215   499,197.311   MT  0.99960001   -0 00 19.9
 HK0592
 HK0592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0592!SPC CO S     -   0.99966266  x   0.99996002  =   0.99962269
 HK0592!UTM  13      -   0.99966266  x   0.99960001  =   0.99926280
 HK0592
 HK0592:                Primary Azimuth Mark                     Grid Az
 HK0592:SPC CO S     -  FAA 07V A                                076 32 01.6
 HK0592:UTM  13      -  FAA 07V A                                076 50 25.5
 HK0592
 HK0592|---------------------------------------------------------------------|
 HK0592| PID    Reference Object                     Distance      Geod. Az  |
 HK0592|                                                           dddmmss.s |
 HK0592| HK0587 FAA 07V A                           APPROX. 0.7 KM 0765005.6 |
 HK0592|---------------------------------------------------------------------|
 HK0592
 HK0592                          SUPERSEDED SURVEY CONTROL
 HK0592
 HK0592  ELLIP H (01/07/93) 2150.46   (m)                       GP(       ) 4 2
 HK0592  NAD 83(1992)-  37 31 24.39718(N)    105 00 32.70565(W) AD(       ) 3
 HK0592  NGVD 29 (06/29/92) 2166.     (m)         7106.     (f) GPS OBS        
 HK0592
 HK0592.Superseded values are not recommended for survey control.
 HK0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0592.See file dsdata.txt to determine how the superseded data were derived.
 HK0592
 HK0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB9919752942(NAD 83)
 HK0592_MARKER: I = METAL ROD
 HK0592_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HK0592_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HK0592_STAMPING: FAA 07V B 1991
 HK0592_MARK LOGO: NGS   
 HK0592_PROJECTION: FLUSH
 HK0592_MAGNETIC: I = MARKER IS A STEEL ROD
 HK0592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HK0592+SATELLITE: SATELLITE OBSERVATIONS - 1991
 HK0592_ROD/PIPE-DEPTH: 2.4  meters
 HK0592
 HK0592  HISTORY     - Date     Condition        Report By
 HK0592  HISTORY     - 1991     MONUMENTED       NGS
 HK0592
 HK0592                          STATION DESCRIPTION
 HK0592
 HK0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 HK0592'STATION IS LOCATED 2 KM (1.2 MI) NORTH OF LA VETA, AT THE LA
 HK0592'VETA/CUCHARA VALLEY MUNICIPAL AIRPORT, ALONG THE SOUTH PERIMETER
 HK0592'FENCE, JUST WEST OF THE PAVED TAXI AND A LONE T-HANGAR.
 HK0592'OWNERSHIP--TOWN OF LA VETA, TOWN HALL, LA VETA, CO 81055.  AIRPORT
 HK0592'MANAGER IS RICH LEPKA, PHONE 719-742-5421.  NOTE--FUTURE CONSTRUCTION
 HK0592'WILL MOVE THE ENTRANCE ROAD TO THE NORTH SIDE OF THE RUNWAY, ALONG
 HK0592'WITH A TAXI AND NEW HANGARS.
 HK0592'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 12 AND THE RAILROAD
 HK0592'CROSSING IN LA VETA (ONE BLOCK NORTH OF THE STREET WITH THE POST
 HK0592'OFFICE), GO NORTH ON HIGHWAY 12 FOR 1.40 MI (2.25 KM) TO THE SOUTH
 HK0592'AIRPORT ENTRANCE ON THE LEFT, JUST AFTER TOPPING GRADE.  TURN LEFT,
 HK0592'SOUTHWEST, ON GRAVEL ROAD FOR 0.15 MI (0.24 KM) TO THE PAVED APRON.
 HK0592'CONTINUE AHEAD, KEEPING TO RIGHT OF T-HANGAR, ACROSS APRON THEN ROUGH
 HK0592'GRASS ALONG FENCE FOR 0.45 MI (0.72 KM) TO THE STATION ON THE LEFT.
 HK0592'STATION MARK IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 HK0592'2.5 CM GREASE FILLED PVC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 HK0592'PIPE WITH LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND. IT
 HK0592'IS 45.0 M (147.6 FT) SOUTH FROM RUNWAY CENTER, 1.1 M (3.6 FT)
 HK0592'NORTHEAST FROM A FENCE CORNER POST AND 0.4 M (1.3 FT) NORTH FROM A
 HK0592'FIBERGLASS WITNESS POST IN FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1361 ***********************************************************************
 JK1361  PACS        -  This is a Primary Airport Control Station.
 JK1361  DESIGNATION -  FAA 1V6 A
 JK1361  PID         -  JK1361
 JK1361  STATE/COUNTY-  CO/FREMONT
 JK1361  USGS QUAD   -  FLORENCE (1975)
 JK1361
 JK1361                         *CURRENT SURVEY CONTROL
 JK1361  ___________________________________________________________________
 JK1361* NAD 83(1992)-  38 25 46.69699(N)    105 06 27.67795(W)     ADJUSTED  
 JK1361* NAVD 88     -      1645.88   (meters)    5399.9    (feet)  GPS OBS   
 JK1361  ___________________________________________________________________
 JK1361  X           -  -1,304,265.960 (meters)                     COMP
 JK1361  Y           -  -4,831,246.866 (meters)                     COMP
 JK1361  Z           -   3,943,926.284 (meters)                     COMP
 JK1361  LAPLACE CORR-          -7.72  (seconds)                    DEFLEC99
 JK1361  ELLIP HEIGHT-        1628.94  (meters)          (10/21/02) GPS OBS
 JK1361  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 JK1361
 JK1361  HORZ ORDER  -  B
 JK1361  ELLP ORDER  -  FIFTH     CLASS I
 JK1361
 JK1361.This mark is at Fremont County Airport  (1V6)
 JK1361
 JK1361.The horizontal coordinates were established by GPS observations
 JK1361.and adjusted by the National Geodetic Survey in June 2000..
 JK1361
 JK1361.The orthometric height was determined by GPS observations and a
 JK1361.high-resolution geoid model.
 JK1361
 JK1361.GPS derived orthometric heights for airport stations designated as
 JK1361.PACS or SACS are published to 2 decimal places.  This maintains
 JK1361.centimeter relative accuracy between the PACS and SACS.  It does
 JK1361.not indicate centimeter accuracy relative to other marks which are
 JK1361.part of the NAVD 88 network.
 JK1361
 JK1361.Photographs are available for this station.
 JK1361
 JK1361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1361
 JK1361.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1361
 JK1361.The ellipsoidal height was determined by GPS observations
 JK1361.and is referenced to NAD 83.
 JK1361
 JK1361.The geoid height was determined by GEOID03.
 JK1361
 JK1361;                    North         East     Units Scale Factor Converg.
 JK1361;SPC CO C     -   371,069.230   948,657.561   MT  1.00000407   +0 14 50.7
 JK1361;SPC CO C     - 1,217,416.30  3,112,387.35   sFT  1.00000407   +0 14 50.7
 JK1361;SPC CO S     -   500,540.552   948,657.405   MT  0.99999933   +0 14 26.3
 JK1361;SPC CO S     - 1,642,190.13  3,112,386.84   sFT  0.99999933   +0 14 26.3
 JK1361;UTM  13      - 4,253,491.493   490,600.678   MT  0.99960109   -0 04 01.0
 JK1361
 JK1361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1361!SPC CO C     -   0.99974447  x   1.00000407  =   0.99974854
 JK1361!SPC CO S     -   0.99974447  x   0.99999933  =   0.99974380
 JK1361!UTM  13      -   0.99974447  x   0.99960109  =   0.99934567
 JK1361
 JK1361:                Primary Azimuth Mark                     Grid Az
 JK1361:SPC CO C     -  FAA 1V6 RWY 29                           122 46 01.6
 JK1361:SPC CO S     -  FAA 1V6 RWY 29                           122 46 26.0
 JK1361:UTM  13      -  FAA 1V6 RWY 29                           123 04 53.3
 JK1361
 JK1361|---------------------------------------------------------------------|
 JK1361| PID    Reference Object                     Distance      Geod. Az  |
 JK1361|                                                           dddmmss.s |
 JK1361| JK1364 FAA 1V6 RWY 29                      APPROX. 0.8 KM 1230052.3 |
 JK1361| JK1362 FAA 1V6 B                           APPROX. 0.9 KM 3011957.5 |
 JK1361|---------------------------------------------------------------------|
 JK1361
 JK1361                          SUPERSEDED SURVEY CONTROL
 JK1361
 JK1361  ELLIP H (06/30/00) 1628.94   (m)                       GP(       ) 1 1
 JK1361  NAD 83(1992)-  38 25 46.69679(N)    105 06 27.67952(W) AD(       ) 3
 JK1361  ELLIP H (01/07/93) 1628.96   (m)                       GP(       ) 4 2
 JK1361  NAD 83(1986)-  38 25 46.68792(N)    105 06 27.67781(W) AD(       ) 3
 JK1361  NGVD 29 (06/29/92) 1644.8    (m)         5396.     (f) GPS OBS        
 JK1361
 JK1361.Superseded values are not recommended for survey control.
 JK1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1361.See file dsdata.txt to determine how the superseded data were derived.
 JK1361
 JK1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC9060153491(NAD 83)
 JK1361_MARKER: I = METAL ROD
 JK1361_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JK1361_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JK1361_STAMPING: FAA 1V6 A 1991
 JK1361_MARK LOGO: NGS   
 JK1361_PROJECTION: FLUSH
 JK1361_MAGNETIC: I = MARKER IS A STEEL ROD
 JK1361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK1361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1361+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1999
 JK1361_ROD/PIPE-DEPTH: 5.3  meters
 JK1361_SLEEVE-DEPTH  : .9 meters
 JK1361
 JK1361  HISTORY     - Date     Condition        Report By
 JK1361  HISTORY     - 1991     MONUMENTED       NGS
 JK1361  HISTORY     - 19990604 GOOD             MSAM
 JK1361
 JK1361                          STATION DESCRIPTION
 JK1361
 JK1361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 JK1361'STATION IS LOCATED ABOUT 12 KM (7.5 MI) EAST OF CANON CITY, 4.5 KM
 JK1361'(2.8 MI) NORTH OF FLORENCE, AT THE FREMONT COUNTY AIRPORT.
 JK1361'OWNERSHIP--FREMONT COUNTY AIRPORT AUTHORITY, PO BOX 236, FLORENCE, CO
 JK1361'81226.  AIRPORT MANAGER IS JIM WELLS, PHONE 719-784-0419 OR 784-3816.
 JK1361'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY 67,
 JK1361'LOCATED 8.0 KM (5.0 MI) NORTH OF FLORENCE, GO EAST ON HIGHWAY 50 FOR
 JK1361'0.89 KM (0.55 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT,
 JK1361'SOUTH, ON ENTRANCE ROAD FOR 0.24 KM (0.15 MI) TO ROAD END AND A GATE
 JK1361'ON THE RIGHT BETWEEN A HANGER AND A RESTAURANT.  PASS THROUGH GATE
 JK1361'AND GO RIGHT, SOUTHWEST, ON APRON THEN TAXI FOR 0.5 KM (0.3 MI) TO
 JK1361'THE STATION ON THE RIGHT.
 JK1361'STATION MARK IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 JK1361'2.5 CM GREASE FILLED PVC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 JK1361'PIPE WITH LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND. IT
 JK1361'IS 28.3 M (92.8 FT) NORTHEAST FROM RUNWAY CENTER, 22.9 M (75.1 FT)
 JK1361'NORTHWEST FROM TAXI CENTER, 16.7 M (54.8 FT) EAST FROM THE FIRST
 JK1361'RUNWAY LIGHT NORTHWEST OF THE TAXI AND 0.3 M (1.0 FT) SOUTHEAST FROM
 JK1361'A SHORT FIBERGLASS WITNESS POST.
 JK1361
 JK1361                          STATION RECOVERY (1999)
 JK1361
 JK1361'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 JK1361'RECOVERED AS DESCRIBED.  THE MARK IS IN THE NORTHEAST QUARTER OF
 JK1361'SECTION 4, T 19 S, R 69 W.  PERMISSION TO USE THIS STATION MUST BE
 JK1361'OBTAINED FROM THE AIRPORT MANAGER.  CONTACT MR RICHARD BAKER AT 60298
 JK1361'HIGHWAY 50, PENROSE, COLORADO, 81240, TELEPHONE 719-784-3816.  THIS
 JK1361'STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1362 ***********************************************************************
 JK1362  SACS        -  This is a Secondary Airport Control Station.
 JK1362  DESIGNATION -  FAA 1V6 B
 JK1362  PID         -  JK1362
 JK1362  STATE/COUNTY-  CO/FREMONT
 JK1362  USGS QUAD   -  FLORENCE (1975)
 JK1362
 JK1362                         *CURRENT SURVEY CONTROL
 JK1362  ___________________________________________________________________
 JK1362* NAD 83(1992)-  38 26 01.21064(N)    105 06 57.98930(W)     ADJUSTED  
 JK1362* NAVD 88     -      1657.65   (meters)    5438.5    (feet)  GPS OBS   
 JK1362  ___________________________________________________________________
 JK1362  X           -  -1,304,905.768 (meters)                     COMP
 JK1362  Y           -  -4,830,795.463 (meters)                     COMP
 JK1362  Z           -   3,944,284.282 (meters)                     COMP
 JK1362  LAPLACE CORR-          -7.71  (seconds)                    DEFLEC99
 JK1362  ELLIP HEIGHT-        1640.75  (meters)          (10/21/02) GPS OBS
 JK1362  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 JK1362
 JK1362  HORZ ORDER  -  FIRST
 JK1362  ELLP ORDER  -  FIFTH     CLASS I
 JK1362
 JK1362.This mark is at Fremont County Airport  (1V6)
 JK1362
 JK1362.The horizontal coordinates were established by GPS observations
 JK1362.and adjusted by the National Geodetic Survey in June 2000..
 JK1362
 JK1362.The orthometric height was determined by GPS observations and a
 JK1362.high-resolution geoid model.
 JK1362
 JK1362.GPS derived orthometric heights for airport stations designated as
 JK1362.PACS or SACS are published to 2 decimal places.  This maintains
 JK1362.centimeter relative accuracy between the PACS and SACS.  It does
 JK1362.not indicate centimeter accuracy relative to other marks which are
 JK1362.part of the NAVD 88 network.
 JK1362
 JK1362.Photographs are available for this station.
 JK1362
 JK1362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1362
 JK1362.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1362
 JK1362.The ellipsoidal height was determined by GPS observations
 JK1362.and is referenced to NAD 83.
 JK1362
 JK1362.The geoid height was determined by GEOID03.
 JK1362
 JK1362;                    North         East     Units Scale Factor Converg.
 JK1362;SPC CO C     -   371,513.610   947,920.476   MT  1.00000325   +0 14 31.6
 JK1362;SPC CO C     - 1,218,874.24  3,109,969.10   sFT  1.00000325   +0 14 31.6
 JK1362;SPC CO S     -   500,985.016   947,920.374   MT  1.00000006   +0 14 07.7
 JK1362;SPC CO S     - 1,643,648.34  3,109,968.76   sFT  1.00000006   +0 14 07.7
 JK1362;UTM  13      - 4,253,939.729   489,866.338   MT  0.99960126   -0 04 19.8
 JK1362
 JK1362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1362!SPC CO C     -   0.99974262  x   1.00000325  =   0.99974587
 JK1362!SPC CO S     -   0.99974262  x   1.00000006  =   0.99974268
 JK1362!UTM  13      -   0.99974262  x   0.99960126  =   0.99934398
 JK1362
 JK1362:                Primary Azimuth Mark                     Grid Az
 JK1362:SPC CO C     -  FAA 1V6 A                                121 05 07.1
 JK1362:SPC CO S     -  FAA 1V6 A                                121 05 31.0
 JK1362:UTM  13      -  FAA 1V6 A                                121 23 58.5
 JK1362
 JK1362|---------------------------------------------------------------------|
 JK1362| PID    Reference Object                     Distance      Geod. Az  |
 JK1362|                                                           dddmmss.s |
 JK1362| JK1361 FAA 1V6 A                           APPROX. 0.9 KM 1211938.7 |
 JK1362|---------------------------------------------------------------------|
 JK1362
 JK1362                          SUPERSEDED SURVEY CONTROL
 JK1362
 JK1362  ELLIP H (06/30/00) 1640.76   (m)                       GP(       ) 1 1
 JK1362  NAD 83(1992)-  38 26 01.21098(N)    105 06 57.98997(W) AD(       ) 3
 JK1362  ELLIP H (01/07/93) 1640.81   (m)                       GP(       ) 4 2
 JK1362  NAD 83(1986)-  38 26 01.20211(N)    105 06 57.98826(W) AD(       ) 3
 JK1362  NGVD 29 (06/29/92) 1657.     (m)         5436.     (f) GPS OBS        
 JK1362
 JK1362.Superseded values are not recommended for survey control.
 JK1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1362.See file dsdata.txt to determine how the superseded data were derived.
 JK1362
 JK1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC8986653940(NAD 83)
 JK1362_MARKER: I = METAL ROD
 JK1362_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JK1362+WITH SETTING: INFORMATION.
 JK1362_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JK1362_STAMPING: FAA 1V6 B 1991
 JK1362_MARK LOGO: NGS   
 JK1362_PROJECTION: FLUSH
 JK1362_MAGNETIC: I = MARKER IS A STEEL ROD
 JK1362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK1362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1362+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1999
 JK1362_ROD/PIPE-DEPTH: 2.1  meters
 JK1362_SLEEVE-DEPTH  : .9 meters
 JK1362
 JK1362  HISTORY     - Date     Condition        Report By
 JK1362  HISTORY     - 1991     MONUMENTED       NGS
 JK1362  HISTORY     - 19990604 GOOD             MSAM
 JK1362
 JK1362                          STATION DESCRIPTION
 JK1362
 JK1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 JK1362'STATION IS LOCATED ABOUT 12 KM (7.5 MI) EAST OF CANON CITY, 4.5 KM
 JK1362'(2.8 MI) NORTH OF FLORENCE, AT THE FREMONT COUNTY AIRPORT.
 JK1362'OWNERSHIP--FREMONT COUNTY AIRPORT AUTHORITY, PO BOX 236, FLORENCE, CO
 JK1362'81226.  AIRPORT MANAGER IS JIM WELLS, PHONE 719-784-0419 OR 784-3816.
 JK1362'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY 67,
 JK1362'LOCATED 8.0 KM (5.0 MI) NORTH OF FLORENCE, GO EAST ON HIGHWAY 50 FOR
 JK1362'0.89 KM (0.55 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT,
 JK1362'SOUTH, ON ENTRANCE ROAD FOR 0.24 KM (0.15 MI) TO ROAD END AND A GATE
 JK1362'ON THE RIGHT BETWEEN A HANGER AND A RESTAURANT.  PASS THROUGH GATE
 JK1362'AND GO RIGHT, SOUTHWEST, ON APRON THEN TAXI FOR 0.5 KM (0.3 MI) TO
 JK1362'THE JUNCTION OF THE RUNWAY.  TURN RIGHT, NORTHWEST, ON RUNWAY FOR
 JK1362'0.89 KM (0.55 MI) TO THE STATION THE RIGHT.
 JK1362'STATION MARK IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 JK1362'2.5 CM GREASE FILLED PVC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 JK1362'PIPE WITH LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND. IT
 JK1362'IS 35.3 M (115.8 FT) NORTHEAST FROM RUNWAY CENTER, 10.4 M (34.1 FT)
 JK1362'EAST FROM THE TURNAROUND EDGE AT THE EDGE AT STOP LINE, 5.8 M
 JK1362'(19.0 FT) SOUTHEAST FROM THE SOUTHEAST CORNER OF TURNAROUND AND 0.3 M
 JK1362'(1.0 FT) NORTHWEST FROM A SHORT FIBERGLASS WITNESS POST.
 JK1362
 JK1362                          STATION RECOVERY (1999)
 JK1362
 JK1362'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 JK1362'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC.  1999 (KCH) THE
 JK1362'STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) EAST OF CANON CITY AND 2.8
 JK1362'MI (4.5 KM) NORTH OF FLORENCE, AT THE FREMONT COUNTY AIRPORT.  IT IS
 JK1362'NEAR THE WEST END AND NORTH OF RUNWAY 11-29.  PERMISSION TO USE THIS
 JK1362'STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER.  CONTACT MR RICHARD
 JK1362'BAKER AT 60298 HIGHWAY 50, PENROSE, COLORADO, 81240, TELEPHONE
 JK1362'719-784-3816.  OWNERSHIP--FREMONT COUNTY
 JK1362'TO REACH FROM THE JUNCTION OF U.S.  HIGHWAY 50 AND STATE HIGHWAY 67,
 JK1362'LOCATED 5.0 MI (8.0 KM) NORTH OF FLORENCE, GO EAST ON HIGHWAY 50 FOR
 JK1362'0.55 MI (0.89 KM) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT,
 JK1362'SOUTH, ON ENTRANCE ROAD FOR 0.15 MI (0.24 KM) TO ROAD END AND A GATE
 JK1362'ON THE RIGHT.  PASS THROUGH GATE AND GO RIGHT, SOUTHWEST, ON APRON
 JK1362'THEN TAXIWAY FOR 0.3 MI (0.5 KM) TO THE JUNCTION WITH RUNWAY 11-29.
 JK1362'TURN RIGHT, NORTHWEST, ON RUNWAY 11-29 FOR 0.55 MI (0.89 KM) TO THE
 JK1362'STATION ON THE RIGHT
 JK1362'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 JK1362'TO A DEPTH OF 2.1 M, (6.9 FT) ENCASED IN A 0.9 M (3.0 FT) LONG GREASED
 JK1362'PVC PIPE, ENCLOSED IN A PVC PIPE WITH LOGO LID, SURROUNDED BY A
 JK1362'CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 29.5 M (96.8 FT)
 JK1362'SOUTH-SOUTHEAST OF A SIGN--A5--11--, 25.0 M (82.0 FT) EAST OF THE
 JK1362'CENTER OF TAXIWAY A5, 23.6 M (77.4 FT) NORTHEAST OF THE NORTHEAST EDGE
 JK1362'OF RUNWAY 11-29, 19.3 M (63.3 FT) WEST OF THE CENTER OF THE TURN
 JK1362'AROUND RAMP AND 19.1 M (62.7 FT) NORTHEAST OF TAXIWAY SIGN--A5--. THIS
 JK1362'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0778 ***********************************************************************
 LK0778  PACS        -  This is a Primary Airport Control Station.
 LK0778  DESIGNATION -  FAA 2V5 A
 LK0778  PID         -  LK0778
 LK0778  STATE/COUNTY-  CO/YUMA
 LK0778  USGS QUAD   -  WRAY (1984)
 LK0778
 LK0778                         *CURRENT SURVEY CONTROL
 LK0778  ___________________________________________________________________
 LK0778* NAD 83(1992)-  40 05 53.91911(N)    102 14 20.52941(W)     ADJUSTED  
 LK0778* NAVD 88     -      1108.51   (meters)    3636.8    (feet)  GPS OBS   
 LK0778  ___________________________________________________________________
 LK0778  X           -  -1,035,895.548 (meters)                     COMP
 LK0778  Y           -  -4,775,452.666 (meters)                     COMP
 LK0778  Z           -   4,087,041.527 (meters)                     COMP
 LK0778  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 LK0778  ELLIP HEIGHT-        1086.53  (meters)          (10/21/02) GPS OBS
 LK0778  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 LK0778
 LK0778  HORZ ORDER  -  B
 LK0778  ELLP ORDER  -  FIFTH     CLASS I
 LK0778
 LK0778.This mark is at Wray Municipal Airport (2V5)
 LK0778
 LK0778.The horizontal coordinates were established by GPS observations
 LK0778.and adjusted by the National Geodetic Survey in June 2000..
 LK0778
 LK0778.The orthometric height was determined by GPS observations and a
 LK0778.high-resolution geoid model.
 LK0778
 LK0778.GPS derived orthometric heights for airport stations designated as
 LK0778.PACS or SACS are published to 2 decimal places.  This maintains
 LK0778.centimeter relative accuracy between the PACS and SACS.  It does
 LK0778.not indicate centimeter accuracy relative to other marks which are
 LK0778.part of the NAVD 88 network.
 LK0778
 LK0778.Photographs are available for this station.
 LK0778
 LK0778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0778
 LK0778.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0778
 LK0778.The ellipsoidal height was determined by GPS observations
 LK0778.and is referenced to NAD 83.
 LK0778
 LK0778.The geoid height was determined by GEOID03.
 LK0778
 LK0778;                    North         East     Units Scale Factor Converg.
 LK0778;SPC CO N     -   394,848.159 1,192,394.680   MT  0.99996037   +2 06 25.3
 LK0778;SPC CO N     - 1,295,431.00  3,912,048.21   sFT  0.99996037   +2 06 25.3
 LK0778;UTM  13      - 4,442,322.823   735,352.424   MT  1.00028193   +1 46 45.0
 LK0778
 LK0778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0778!SPC CO N     -   0.99982958  x   0.99996037  =   0.99978995
 LK0778!UTM  13      -   0.99982958  x   1.00028193  =   1.00011146
 LK0778
 LK0778:                Primary Azimuth Mark                     Grid Az
 LK0778:SPC CO N     -  FAA 2V5 B                                147 38 28.9
 LK0778:UTM  13      -  FAA 2V5 B                                147 58 09.2
 LK0778
 LK0778|---------------------------------------------------------------------|
 LK0778| PID    Reference Object                     Distance      Geod. Az  |
 LK0778|                                                           dddmmss.s |
 LK0778| LK0779 FAA 2V5 B                           489.427 METERS 1494454.2 |
 LK0778|---------------------------------------------------------------------|
 LK0778
 LK0778                          SUPERSEDED SURVEY CONTROL
 LK0778
 LK0778  ELLIP H (06/30/00) 1086.53   (m)                       GP(       ) 1 1
 LK0778  NAD 83(1992)-  40 05 53.91888(N)    102 14 20.52982(W) AD(       ) 3
 LK0778  ELLIP H (01/07/93) 1086.49   (m)                       GP(       ) 4 2
 LK0778  NAD 83(1992)-  40 05 53.91493(N)    102 14 20.52745(W) AD(       ) 3
 LK0778  NGVD 29 (06/29/92) 1107.8    (m)         3635.     (f) GPS OBS        
 LK0778
 LK0778.Superseded values are not recommended for survey control.
 LK0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0778.See file dsdata.txt to determine how the superseded data were derived.
 LK0778
 LK0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE3535242323(NAD 83)
 LK0778_MARKER: I = METAL ROD
 LK0778_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LK0778_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LK0778_STAMPING: FAA 2V5 A 1991
 LK0778_MARK LOGO: NGS   
 LK0778_PROJECTION: FLUSH
 LK0778_MAGNETIC: I = MARKER IS A STEEL ROD
 LK0778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0778+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1999
 LK0778_ROD/PIPE-DEPTH: 6.4  meters
 LK0778_SLEEVE-DEPTH  : .9 meters
 LK0778
 LK0778  HISTORY     - Date     Condition        Report By
 LK0778  HISTORY     - 1991     MONUMENTED       NGS
 LK0778  HISTORY     - 19990412 GOOD             MSAM
 LK0778
 LK0778                          STATION DESCRIPTION
 LK0778
 LK0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LK0778'STATION IS LOCATED ABOUT 2.0 KM (1.2 MI) NORTHWEST OF WRAY, AT THE
 LK0778'WRAY MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF WRAY, CITY HALL, WARY, CO
 LK0778'80758.  AIRPORT MANAGER IS BOB KLEIN, PHONE 303-332-4656.
 LK0778'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 34 AND 385 ON THE WEST
 LK0778'SIDE OF WRAY, GO NORTH ON HIGHWAY 385 FOR 1.77 KM (1.10 MI) TO A
 LK0778'PAVED ROAD LEFT.  TURN LEFT, WEST, ON AIRPORT ROAD FOR 1.01 KM
 LK0778'(0.63 MI) TO ROAD END AT GAS PUMPS AND OFFICE ON THE LEFT.  TURN
 LK0778'LEFT, SOUTHWEST, ON APRON AND RAMP FOR 0.13 KM (0.08 MI) TO THE
 LK0778'STATION ON THE RIGHT.
 LK0778'STATION MARK IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 LK0778'2.5 CM GREASE FILLED PVC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 LK0778'PIPE WITH LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND. IT
 LK0778'IS 31.2 M (102.4 FT) NORTHEAST FROM RUNWAY CENTER, 26.0 M (85.3 FT)
 LK0778'NORTHWEST FROM TAXI CENTER, 12.1 M (39.7 FT) SOUTHWEST FROM DIRT ROAD
 LK0778'CENTER AND 0.6 M (2.0 FT) SOUTHEAST FROM A FIBERGLASS WITNESS POST.
 LK0778
 LK0778                          STATION RECOVERY (1999)
 LK0778
 LK0778'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 LK0778'RECOVERED AS DESCRIBED.  PERMISSION TO USE THIS STATION MUST BE
 LK0778'OBTAINED FROM THE AIRPORT MANAGER.  CONTACT MR BOB KLEIN AT 33920
 LK0778'STATE HIGHWAY 385, WRAY, COLORADO, 80758, TELEPHONE 970-332-4656. THIS
 LK0778'STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0779 ***********************************************************************
 LK0779  SACS        -  This is a Secondary Airport Control Station.
 LK0779  DESIGNATION -  FAA 2V5 B
 LK0779  PID         -  LK0779
 LK0779  STATE/COUNTY-  CO/YUMA
 LK0779  USGS QUAD   -  WRAY (1984)
 LK0779
 LK0779                         *CURRENT SURVEY CONTROL
 LK0779  ___________________________________________________________________
 LK0779* NAD 83(1992)-  40 05 40.21178(N)    102 14 10.12014(W)     ADJUSTED  
 LK0779* NAVD 88     -      1103.97   (meters)    3621.9    (feet)  GPS OBS   
 LK0779  ___________________________________________________________________
 LK0779  X           -  -1,035,711.537 (meters)                     COMP
 LK0779  Y           -  -4,775,767.706 (meters)                     COMP
 LK0779  Z           -   4,086,715.136 (meters)                     COMP
 LK0779  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 LK0779  ELLIP HEIGHT-        1081.99  (meters)          (10/21/02) GPS OBS
 LK0779  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 LK0779
 LK0779  HORZ ORDER  -  FIRST
 LK0779  ELLP ORDER  -  FIFTH     CLASS I
 LK0779
 LK0779.This mark is at Wray Municipal Airport (2V5)
 LK0779
 LK0779.The horizontal coordinates were established by GPS observations
 LK0779.and adjusted by the National Geodetic Survey in June 2000..
 LK0779
 LK0779.The orthometric height was determined by GPS observations and a
 LK0779.high-resolution geoid model.
 LK0779
 LK0779.GPS derived orthometric heights for airport stations designated as
 LK0779.PACS or SACS are published to 2 decimal places.  This maintains
 LK0779.centimeter relative accuracy between the PACS and SACS.  It does
 LK0779.not indicate centimeter accuracy relative to other marks which are
 LK0779.part of the NAVD 88 network.
 LK0779
 LK0779.Photographs are available for this station.
 LK0779
 LK0779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0779
 LK0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0779
 LK0779.The ellipsoidal height was determined by GPS observations
 LK0779.and is referenced to NAD 83.
 LK0779
 LK0779.The geoid height was determined by GEOID03.
 LK0779
 LK0779;                    North         East     Units Scale Factor Converg.
 LK0779;SPC CO N     -   394,434.749 1,192,656.619   MT  0.99996054   +2 06 32.0
 LK0779;SPC CO N     - 1,294,074.67  3,912,907.59   sFT  0.99996054   +2 06 32.0
 LK0779;UTM  13      - 4,441,907.787   735,612.076   MT  1.00028344   +1 46 51.2
 LK0779
 LK0779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0779!SPC CO N     -   0.99983029  x   0.99996054  =   0.99979084
 LK0779!UTM  13      -   0.99983029  x   1.00028344  =   1.00011368
 LK0779
 LK0779:                Primary Azimuth Mark                     Grid Az
 LK0779:SPC CO N     -  FAA 2V5 A                                327 38 28.9
 LK0779:UTM  13      -  FAA 2V5 A                                327 58 09.7
 LK0779
 LK0779|---------------------------------------------------------------------|
 LK0779| PID    Reference Object                     Distance      Geod. Az  |
 LK0779|                                                           dddmmss.s |
 LK0779| LK0778 FAA 2V5 A                           489.427 METERS 3294500.9 |
 LK0779|---------------------------------------------------------------------|
 LK0779
 LK0779                          SUPERSEDED SURVEY CONTROL
 LK0779
 LK0779  ELLIP H (06/30/00) 1082.00   (m)                       GP(       ) 1 1
 LK0779  NAD 83(1992)-  40 05 40.21126(N)    102 14 10.12051(W) AD(       ) 3
 LK0779  ELLIP H (01/07/93) 1081.97   (m)                       GP(       ) 4 2
 LK0779  NAD 83(1992)-  40 05 40.20734(N)    102 14 10.11816(W) AD(       ) 3
 LK0779  NGVD 29 (06/29/92) 1103.3    (m)         3620.     (f) GPS OBS        
 LK0779
 LK0779.Superseded values are not recommended for survey control.
 LK0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0779.See file dsdata.txt to determine how the superseded data were derived.
 LK0779
 LK0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE3561241908(NAD 83)
 LK0779_MARKER: I = METAL ROD
 LK0779_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LK0779_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LK0779_STAMPING: FAA 2V5 B 1991
 LK0779_MARK LOGO: NGS   
 LK0779_PROJECTION: RECESSED 2 CENTIMETERS
 LK0779_MAGNETIC: I = MARKER IS A STEEL ROD
 LK0779_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0779+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1999
 LK0779_ROD/PIPE-DEPTH: 6.7  meters
 LK0779_SLEEVE-DEPTH  : .9 meters
 LK0779
 LK0779  HISTORY     - Date     Condition        Report By
 LK0779  HISTORY     - 1991     MONUMENTED       NGS
 LK0779  HISTORY     - 19990412 GOOD             MSAM
 LK0779
 LK0779                          STATION DESCRIPTION
 LK0779
 LK0779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LK0779'STATION IS LOCATED ABOUT 2.0 KM (1.2 MI) NORTHWEST OF WRAY, AT THE
 LK0779'WRAY MUNICIPAL AIRPORT.  OWNERSHIP--CITY OF WRAY, CITY HALL, WARY, CO
 LK0779'80758.  AIRPORT MANAGER IS BOB KLEIN, PHONE 303-332-4656.
 LK0779'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 34 AND 385 ON THE WEST
 LK0779'SIDE OF WRAY, GO NORTH ON HIGHWAY 385 FOR 1.77 KM (1.10 MI) TO A
 LK0779'PAVED ROAD LEFT. TURN LEFT, WEST, ON AIRPORT ROAD FOR 1.01 KM
 LK0779'(0.63 MI) TO ROAD END AT GAS PUMPS AND OFFICE ON THE LEFT.  TURN
 LK0779'LEFT, SOUTHWEST, ON APRON AND RAMP FOR 0.15 KM (0.09 MI) TO THE
 LK0779'RUNWAY.  TURN LEFT, SOUTHWEST, ON RUNWAY FOR 0.4 KM (0.2 MI) TO THE
 LK0779'STATION.
 LK0779'STATION MARK IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 LK0779'2.5 CM GREASE FILLED PVC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 LK0779'PIPE WITH LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND. IT
 LK0779'IS 35.5 M (116.5 FT) NORTHEAST FROM RUNWAY CENTER, 19.7 M (64.6 FT)
 LK0779'NORTHWEST FROM TAXI CENTER, 14.8 M (48.6 FT) EAST-NORTHEAST FROM THE
 LK0779'MOST EASTERLY RUNWAY END LIGHT AND 0.6 M (2.0 FT) SOUTHEAST FROM A
 LK0779'FIBERGLASS WITNESS POST.
 LK0779
 LK0779                          STATION RECOVERY (1999)
 LK0779
 LK0779'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 LK0779'RECOVERED AS DESCRIBED.  PERMISSION TO USE THIS STATION MUST BE
 LK0779'OBTAINED FROM THE AIRPORT MANAGER.  CONTACT MR BOB KLEIN AT 33920
 LK0779'STATE HIGHWAY 385, WRAY, COLORADO, 80758, TELEPHONE 970-332-4656. THIS
 LK0779'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0700 ***********************************************************************
 LN0700  CBN         -  This is a Cooperative Base Network Control Station.
 LN0700  PACS        -  This is a Primary Airport Control Station.
 LN0700  DESIGNATION -  FAA 4V0 A
 LN0700  PID         -  LN0700
 LN0700  STATE/COUNTY-  CO/RIO BLANCO
 LN0700  USGS QUAD   -  RANGELY (1972)
 LN0700
 LN0700                         *CURRENT SURVEY CONTROL
 LN0700  ___________________________________________________________________
 LN0700* NAD 83(1992)-  40 05 41.95906(N)    108 45 06.70737(W)     ADJUSTED  
 LN0700* NAVD 88     -      1609.39   (meters)    5280.1    (feet)  GPS OBS   
 LN0700  ___________________________________________________________________
 LN0700  X           -  -1,571,070.130 (meters)                     COMP
 LN0700  Y           -  -4,627,728.954 (meters)                     COMP
 LN0700  Z           -   4,087,085.457 (meters)                     COMP
 LN0700  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 LN0700  ELLIP HEIGHT-        1592.95  (meters)          (10/21/02) GPS OBS
 LN0700  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 LN0700
 LN0700  HORZ ORDER  -  B
 LN0700  ELLP ORDER  -  FOURTH    CLASS II
 LN0700
 LN0700.This mark is at Rangely Airport (4V0)
 LN0700
 LN0700.The horizontal coordinates were established by GPS observations
 LN0700.and adjusted by the National Geodetic Survey in May 1992..
 LN0700
 LN0700.The orthometric height was determined by GPS observations and a
 LN0700.high-resolution geoid model.
 LN0700
 LN0700.GPS derived orthometric heights for airport stations designated as
 LN0700.PACS or SACS are published to 2 decimal places.  This maintains
 LN0700.centimeter relative accuracy between the PACS and SACS.  It does
 LN0700.not indicate centimeter accuracy relative to other marks which are
 LN0700.part of the NAVD 88 network.
 LN0700
 LN0700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LN0700
 LN0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0700
 LN0700.The ellipsoidal height was determined by GPS observations
 LN0700.and is referenced to NAD 83.
 LN0700
 LN0700.The geoid height was determined by GEOID03.
 LN0700
 LN0700;                    North         East     Units Scale Factor Converg.
 LN0700;SPC CO N     -   394,451.041   637,170.945   MT  0.99996052   -2 06 04.1
 LN0700;SPC CO N     - 1,294,128.12  2,090,451.68   sFT  0.99996052   -2 06 04.1
 LN0700;UTM  12      - 4,440,722.304   691,642.599   MT  1.00005214   +1 26 54.1
 LN0700
 LN0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0700!SPC CO N     -   0.99975017  x   0.99996052  =   0.99971070
 LN0700!UTM  12      -   0.99975017  x   1.00005214  =   0.99980229
 LN0700
 LN0700:                Primary Azimuth Mark                     Grid Az
 LN0700:SPC CO N     -  FAA 4V0 B                                258 24 20.5
 LN0700:UTM  12      -  FAA 4V0 B                                254 51 22.3
 LN0700
 LN0700|---------------------------------------------------------------------|
 LN0700| PID    Reference Object                     Distance      Geod. Az  |
 LN0700|                                                           dddmmss.s |
 LN0700| LN0704 FAA 4V0 B                           APPROX. 0.6 KM 2561816.4 |
 LN0700|---------------------------------------------------------------------|
 LN0700
 LN0700                          SUPERSEDED SURVEY CONTROL
 LN0700
 LN0700  NAD 83(1986)-  40 05 41.94544(N)    108 45 06.69433(W) AD(       ) 3
 LN0700  ELLIP H (05/26/92) 1592.95   (m)                       GP(       ) 4 1
 LN0700  NGVD 29 (06/11/92) 1608.2    (m)         5276.     (f) GPS OBS        
 LN0700
 LN0700.Superseded values are not recommended for survey control.
 LN0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0700.See file dsdata.txt to determine how the superseded data were derived.
 LN0700
 LN0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK9164340722(NAD 83)
 LN0700_MARKER: I = METAL ROD
 LN0700_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LN0700_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LN0700_STAMPING: FAA 4V0 A 1991
 LN0700_MARK LOGO: NGS   
 LN0700_PROJECTION: FLUSH
 LN0700_MAGNETIC: I = MARKER IS A STEEL ROD
 LN0700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0700+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 LN0700_ROD/PIPE-DEPTH: 13.8 meters
 LN0700_SLEEVE-DEPTH  : 0.9 meters
 LN0700
 LN0700  HISTORY     - Date     Condition        Report By
 LN0700  HISTORY     - 1991     MONUMENTED       NGS
 LN0700  HISTORY     - 19911213 GOOD             NGS
 LN0700  HISTORY     - 20011103 GOOD             NGS
 LN0700  HISTORY     - 20040907 GOOD             CODH
 LN0700  HISTORY     - 20051115 GOOD             WOOLPT
 LN0700
 LN0700                          STATION DESCRIPTION
 LN0700
 LN0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LN0700'STATION IS LOCATED ABOUT 4.5 KM (2.8 MI) EAST OF RANGLEY, AT THE
 LN0700'RANGLEY AIRPORT, AT THE END OF RUNWAY 24, ON THE SOUTH SIDE OF THE
 LN0700'SQUARE RUN-UP APRON AT THE END OF THE TAXI, IN THE SOUTHEAST 1/4 OF
 LN0700'SECTION 32, T 2 N, R 101 W.  OWNERSHIP--RIO BLANCO COUNTY.  AIRPORT
 LN0700'MANAGER IS VERNON HARRIS, PO BOX 369, RANGLEY, CO 81648.  PHONE IS
 LN0700'303-675-2316.  HE LIVES IN TRAILER ADJACENT TO THE AIRPORT OFFICE.
 LN0700'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 64 AND 139 (2 KM EAST OF
 LN0700'RANGLEY), GO EAST ON HIGHWAY 64 FOR 1.1 MI (1.8 KM) TO THE AIRPORT
 LN0700'ENTRANCE ON THE LEFT.  TURN LEFT, NORTH, FOR 0.15 MI (0.24 KM) TO A
 LN0700'LOCKED GATE ON THE EAST SIDE OF THE AIRPORT OFFICE.  PASS THROUGH
 LN0700'GATE, THEN BEAR RIGHT, EAST, ON APRON, THEN NORTH ON THE EAST RAMP
 LN0700'FOR 0.3 KM (0.2 MI) TO THE TAXI.  TURN RIGHT, EAST, ON TAXI FOR 0.3
 LN0700'KM (0.2 MI) TO THE RUN-UP APRON ON THE RIGHT AND STATION ON THE
 LN0700'RIGHT.
 LN0700'STATION MARK IS A PUNCH HOLE TOP CENTER IN A STEEL ROD ENCASED IN A
 LN0700'PVC PIPE WITH LOGO CAP SET IN A 40-CM CONCRETE POST FLUSH WITH THE
 LN0700'GROUND.  IT IS 37.6 M (123.4 FT) SOUTH OF THE TAXI CENTER, 20.5 M
 LN0700'(67.3 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE APRON, 28.0
 LN0700'M (91.9 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF THE APRON, 34.1 M
 LN0700'(111.9 FT) WEST OF THE EAST PERIMETER FENCE, 1.0 M (3.3 FT) SOUTH OF
 LN0700'A FIBERGLASS WITNESS POST, 1.0 M (3.3 FT) NORTHWEST OF A FIBERGLASS
 LN0700'WITNESS POST AND 0.9 M (3.0 FT) EAST-NORTHEAST OF A FIBERGLASS
 LN0700'WITNESS POST.
 LN0700'DESCRIBED BY G.R.HEID
 LN0700
 LN0700                          STATION RECOVERY (1991)
 LN0700
 LN0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LN0700'STATION IS LOCATED ABOUT 4.5 KM (2.8 MI) EAST OF RANGLEY, AT THE
 LN0700'RANGLEY AIRPORT, AT THE END OF RUNWAY 24, ON THE SOUTH SIDE OF THE
 LN0700'SQUARE RUN-UP APRON AT THE END OF THE TAXI.  OWNERSHIP--RIO BLANCO
 LN0700'COUNTY.  AIRPORT MANAGER IS VERNON HARRIS, PO BOX 369, RANGLEY, CO
 LN0700'81648.  PHONE IS 303-675-2316.  (HE LIVES IN TRAILER ADJACENT TO THE
 LN0700'AIRPORT OFFICE).
 LN0700'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 64 AND 139 (2 KM EAST OF
 LN0700'RANGLEY), GO EAST ON HIGHWAY 64 FOR 1.1 MI (1.8 KM) TO THE AIRPORT
 LN0700'ENTRANCE ON THE LEFT.  TURN LEFT, NORTH, FOR 0.15 MI (0.24 KM) TO A
 LN0700'LOCKED GATE ON THE EAST SIDE OF THE AIRPORT OFFICE.  PASS THROUGH
 LN0700'GATE, THEN BEAR RIGHT, EAST, ON APRON, THEN NORTH ON THE EAST RAMP
 LN0700'FOR 0.3 KM (0.2 MI) TO THE TAXI.  TURN RIGHT, EAST, ON TAXI FOR 0.3
 LN0700'KM (0.2 MI) TO THE RUN-UP APRON ON THE RIGHT AND STATION ON THE
 LN0700'RIGHT.
 LN0700'STATION MARK IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 LN0700'2.5 CM GREASE FILLED PVC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 LN0700'PIPE WITH LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND. IT
 LN0700'IS 37.6 M (123.4 FT) SOUTH FROM THE TAXI CENTER, 20.5 M (67.3 FT)
 LN0700'SOUTH-SOUTHEAST FROM THE SOUTHWEST CORNER OF THE APRON, 28.0 M
 LN0700'(91.9 FT) SOUTHWEST FROM THE SOUTHEAST CORNER OF THE APRON, 34.1 M
 LN0700'(111.9 FT) WEST FROM THE EAST PERIMETER FENCE, 1.0 M (3.3 FT) SOUTH
 LN0700'FROM A FIBERGLASS WITNESS POST, 1.0 M (3.3 FT) NORTHWEST FROM A
 LN0700'FIBERGLASS WITNESS POST AND 0.9 M (3.0 FT) EAST-NORTHEAST FROM A
 LN0700'FIBERGLASS WITNESS POST.
 LN0700
 LN0700                          STATION RECOVERY (2001)
 LN0700
 LN0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 LN0700'RECOVERED AS DESCRIBED.
 LN0700'
 LN0700
 LN0700                          STATION RECOVERY (2004)
 LN0700
 LN0700'RECOVERY NOTE BY COLORADO STATE DEPARTMENT OF HIGHWAYS 2004 (RM)
 LN0700'LN0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991  LN0700'STATION IS
 LN0700'LOCATED ABOUT 4.5 KM (2.8 MI) EAST OF RANGLEY, AT THE  LN0700'RANGLEY
 LN0700'AIRPORT, AT THE END OF RUNWAY 24, ON THE SOUTH SIDE OF THE
 LN0700'LN0700'SQUARE RUN-UP APRON AT THE END OF THE TAXI, IN THE SOUTHEAST
 LN0700'1/4 OF  LN0700'SECTION 32, T 2 N, R 101 W.  OWNERSHIP--RIO BLANCO
 LN0700'COUNTY.  AIRPORT  LN0700'MANAGER IS BOBBIE FISCUS, 2248 E. MAIN
 LN0700'STREET, RANGLEY, CO 81648.  PHONE IS  LN0700'970-675-2316.  HE LIVES
 LN0700'IN TRAILER ADJACENT TO THE AIRPORT OFFICE.  LN0700'TO REACH FROM THE
 LN0700'JUNCTION OF STATE HIGHWAYS 64 AND 139 (2 KM EAST OF  LN0700'RANGLEY),
 LN0700'GO EAST ON HIGHWAY 64 FOR 1.1 MI (1.8 KM) TO THE AIRPORT
 LN0700'LN0700'ENTRANCE ON THE LEFT.  TURN LEFT, NORTH, FOR 0.15 MI (0.24 KM)
 LN0700'TO A  LN0700'LOCKED GATE ON THE EAST SIDE OF THE AIRPORT OFFICE.  PASS
 LN0700'THROUGH  LN0700'GATE, THEN BEAR RIGHT, EAST, ON APRON, THEN NORTH ON
 LN0700'THE EAST RAMP  LN0700'FOR 0.3 KM (0.2 MI) TO THE TAXI.  TURN RIGHT,
 LN0700'EAST, ON TAXI FOR 0.3  LN0700'KM (0.2 MI) TO THE RUN-UP APRON ON THE
 LN0700'RIGHT AND STATION ON THE  LN0700'RIGHT.  LN0700'STATION MARK IS A
 LN0700'PUNCH HOLE TOP CENTER IN A STEEL ROD ENCASED IN A  LN0700'PVC PIPE
 LN0700'WITH LOGO CAP SET IN A 40-CM CONCRETE POST FLUSH WITH THE
 LN0700'LN0700'GROUND.  IT IS 37.6 M (123.4 FT) SOUTH OF THE TAXI CENTER, 20.5
 LN0700'M  LN0700'(67.3 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 LN0700'APRON, 28.0  LN0700'M (91.9 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF
 LN0700'THE APRON, 34.1 M  LN0700'(111.9 FT) WEST OF THE EAST PERIMETER FENCE,
 LN0700'1.0 M (3.3 FT) SOUTH OF  LN0700'A FIBERGLASS WITNESS POST, 1.0 M (3.3
 LN0700'FT) NORTHWEST OF A FIBERGLASS  LN0700'WITNESS POST AND 0.9 M (3.0 FT)
 LN0700'EAST-NORTHEAST OF A FIBERGLASS  LN0700'WITNESS POST.  LN0700'DESCRIBED
 LN0700'BY G.R.HEID
 LN0700
 LN0700                          STATION RECOVERY (2005)
 LN0700
 LN0700'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (KCH)
 LN0700'RECOVERY NOTE BY WOOLPERT, INC.  2005 (BJ) RECOVERED AS DESCRIBED. ADD
 LN0700'TO TEXT.  THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL
 LN0700'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0704 ***********************************************************************
 LN0704  SACS        -  This is a Secondary Airport Control Station.
 LN0704  DESIGNATION -  FAA 4V0 B
 LN0704  PID         -  LN0704
 LN0704  STATE/COUNTY-  CO/RIO BLANCO
 LN0704  USGS QUAD   -  RANGELY (1972)
 LN0704
 LN0704                         *CURRENT SURVEY CONTROL
 LN0704  ___________________________________________________________________
 LN0704* NAD 83(1992)-  40 05 36.97126(N)    108 45 33.35331(W)     ADJUSTED  
 LN0704* NAVD 88     -      1602.93   (meters)    5258.9    (feet)  GPS OBS   
 LN0704  ___________________________________________________________________
 LN0704  X           -  -1,571,698.222 (meters)                     COMP
 LN0704  Y           -  -4,627,615.114 (meters)                     COMP
 LN0704  Z           -   4,086,963.574 (meters)                     COMP
 LN0704  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 LN0704  ELLIP HEIGHT-        1586.48  (meters)          (03/15/06) GPS OBS
 LN0704  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 LN0704
 LN0704  HORZ ORDER  -  FIRST
 LN0704  ELLP ORDER  -  FOURTH    CLASS I
 LN0704
 LN0704.This mark is at Rangely Airport (4V0)
 LN0704
 LN0704.The horizontal coordinates were established by GPS observations
 LN0704.and adjusted by the WOOLPERT CONSULTANTS in March 2006..
 LN0704
 LN0704.The orthometric height was determined by GPS observations and a
 LN0704.high-resolution geoid model.
 LN0704
 LN0704.GPS derived orthometric heights for airport stations designated as
 LN0704.PACS or SACS are published to 2 decimal places.  This maintains
 LN0704.centimeter relative accuracy between the PACS and SACS.  It does
 LN0704.not indicate centimeter accuracy relative to other marks which are
 LN0704.part of the NAVD 88 network.
 LN0704
 LN0704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LN0704
 LN0704.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0704
 LN0704.The ellipsoidal height was determined by GPS observations
 LN0704.and is referenced to NAD 83.
 LN0704
 LN0704.The geoid height was determined by GEOID03.
 LN0704
 LN0704;                    North         East     Units Scale Factor Converg.
 LN0704;SPC CO N     -   394,320.476   636,534.563   MT  0.99996059   -2 06 21.3
 LN0704;SPC CO N     - 1,293,699.76  2,088,363.81   sFT  0.99996059   -2 06 21.3
 LN0704;UTM  12      - 4,440,552.576   691,015.465   MT  1.00004919   +1 26 36.8
 LN0704
 LN0704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0704!SPC CO N     -   0.99975118  x   0.99996059  =   0.99971178
 LN0704!UTM  12      -   0.99975118  x   1.00004919  =   0.99980036
 LN0704
 LN0704:                Primary Azimuth Mark                     Grid Az
 LN0704:SPC CO N     -  FAA 4V0 A                                078 24 20.5
 LN0704:UTM  12      -  FAA 4V0 A                                074 51 22.4
 LN0704
 LN0704|---------------------------------------------------------------------|
 LN0704| PID    Reference Object                     Distance      Geod. Az  |
 LN0704|                                                           dddmmss.s |
 LN0704| LN0700 FAA 4V0 A                           APPROX. 0.6 KM 0761759.2 |
 LN0704|---------------------------------------------------------------------|
 LN0704
 LN0704                          SUPERSEDED SURVEY CONTROL
 LN0704
 LN0704  NAD 83(1992)-  40 05 36.97092(N)    108 45 33.35327(W) AD(       ) 3
 LN0704  ELLIP H (01/07/93) 1586.49   (m)                       GP(       ) 4 2
 LN0704  NAD 83(1986)-  40 05 36.95730(N)    108 45 33.34024(W) AD(       ) 3
 LN0704  NGVD 29 (06/29/92) 1602.     (m)         5256.     (f) GPS OBS        
 LN0704
 LN0704.Superseded values are not recommended for survey control.
 LN0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0704.See file dsdata.txt to determine how the superseded data were derived.
 LN0704
 LN0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK9101540553(NAD 83)
 LN0704_MARKER: I = METAL ROD
 LN0704_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LN0704_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LN0704_STAMPING: FAA 4V0 B 1991
 LN0704_MARK LOGO: NGS   
 LN0704_PROJECTION: FLUSH
 LN0704_MAGNETIC: I = MARKER IS A STEEL ROD
 LN0704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0704+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 LN0704_ROD/PIPE-DEPTH: 8.5  meters
 LN0704
 LN0704  HISTORY     - Date     Condition        Report By
 LN0704  HISTORY     - 1991     MONUMENTED       NGS
 LN0704  HISTORY     - 20051115 GOOD             WOOLPT
 LN0704
 LN0704                          STATION DESCRIPTION
 LN0704
 LN0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LN0704'STATION IS LOCATED ABOUT 4.5 KM (2.8 MI) EAST OF RANGLEY, AT THE
 LN0704'RANGLEY AIRPORT, AT THE END OF RUNWAY 24, ON THE SOUTH SIDE OF THE
 LN0704'SQUARE RUN-UP APRON AT THE END OF THE TAXI. OWNERSHIP--RIO BLANCO
 LN0704'COUNTY.  AIRPORT MANAGER IS VERNON HARRIS, PO BOX 369, RANGLEY, CO
 LN0704'81648.  PHONE IS 303-675-2316.  (HE LIVES IN TRAILER ADJACENT TO THE
 LN0704'AIRPORT OFFICE).
 LN0704'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 64 AND 139 (2 KM EAST OF
 LN0704'RANGLEY), GO EAST ON HIGHWAY 64 FOR 1.8 KM (1.1 MI) TO THE AIRPORT
 LN0704'ENTRANCE ON THE LEFT.  TURN LEFT, NORTH, FOR 0.24 KM (0.15 MI) TO A
 LN0704'LOCKED GATE ON THE EAST SIDE OF THE AIRPORT OFFICE.  PASS THROUGH
 LN0704'GATE, THEN BEAR LEFT, WEST, ACROSS APRON FOR 0.2 KM (0.1 MI) TO THE
 LN0704'APRON EDGE, THE WEST RAMP ON RIGHT AND THE STATION.
 LN0704'STATION MARK IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 LN0704'2.5 CM GREASE FILLED PVC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 LN0704'PIPE WITH LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND. IT
 LN0704'IS 50.3 M (165.0 FT) SOUTH FROM TAXI CENTER, 44.5 M (146.0 FT) WEST
 LN0704'FROM TAXI CENTER, 6.0 M (19.7 FT) EAST FROM A CORNER POST OF AN
 LN0704'ELECTRIC FENCE AND 1.0 M (3.3 FT) NORTHEAST FROM A FIBERGLASS WITNESS
 LN0704'POST.
 LN0704
 LN0704                          STATION RECOVERY (2005)
 LN0704
 LN0704'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (KCH)
 LN0704'RECOVERY NOTE BY WOOLPERT, INC.  2005 (BJ) RECOVERED AS DESCRIBED. ADD
 LN0704'TO TEXT.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 LN0704'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0587 ***********************************************************************
 KJ0587  PACS        -  This is a Primary Airport Control Station.
 KJ0587  DESIGNATION -  FAA 5C0 A
 KJ0587  PID         -  KJ0587
 KJ0587  STATE/COUNTY-  CO/KIT CARSON
 KJ0587  USGS QUAD   -  SOUTH OF BURLINGTON (1970)
 KJ0587
 KJ0587                         *CURRENT SURVEY CONTROL
 KJ0587  ___________________________________________________________________
 KJ0587* NAD 83(1992)-  39 14 55.58764(N)    102 17 19.51372(W)     ADJUSTED  
 KJ0587* NAVD 88     -      1285.30   (meters)    4216.9    (feet)  GPS OBS   
 KJ0587  ___________________________________________________________________
 KJ0587  X           -  -1,052,886.497 (meters)                     COMP
 KJ0587  Y           -  -4,833,531.490 (meters)                     COMP
 KJ0587  Z           -   4,014,541.351 (meters)                     COMP
 KJ0587  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 KJ0587  ELLIP HEIGHT-        1262.24  (meters)          (10/21/02) GPS OBS
 KJ0587  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 KJ0587
 KJ0587  HORZ ORDER  -  B
 KJ0587  ELLP ORDER  -  FIFTH     CLASS I
 KJ0587
 KJ0587.This mark is at Kit Carson County Airport (ITR)
 KJ0587
 KJ0587.The horizontal coordinates were established by GPS observations
 KJ0587.and adjusted by the National Geodetic Survey in May 1992..
 KJ0587
 KJ0587.The orthometric height was determined by GPS observations and a
 KJ0587.high-resolution geoid model.
 KJ0587
 KJ0587.GPS derived orthometric heights for airport stations designated as
 KJ0587.PACS or SACS are published to 2 decimal places.  This maintains
 KJ0587.centimeter relative accuracy between the PACS and SACS.  It does
 KJ0587.not indicate centimeter accuracy relative to other marks which are
 KJ0587.part of the NAVD 88 network.
 KJ0587
 KJ0587.Photographs are available for this station.
 KJ0587
 KJ0587.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KJ0587
 KJ0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0587
 KJ0587.The ellipsoidal height was determined by GPS observations
 KJ0587.and is referenced to NAD 83.
 KJ0587
 KJ0587.The geoid height was determined by GEOID03.
 KJ0587
 KJ0587;                    North         East     Units Scale Factor Converg.
 KJ0587;SPC CO C     -   466,823.930 1,191,529.223   MT  0.99993922   +2 01 31.1
 KJ0587;SPC CO C     - 1,531,571.51  3,909,208.79   sFT  0.99993922   +2 01 31.1
 KJ0587;UTM  13      - 4,347,887.709   733,964.824   MT  1.00027405   +1 42 58.1
 KJ0587
 KJ0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0587!SPC CO C     -   0.99980200  x   0.99993922  =   0.99974124
 KJ0587!UTM  13      -   0.99980200  x   1.00027405  =   1.00007600
 KJ0587
 KJ0587:                Primary Azimuth Mark                     Grid Az
 KJ0587:SPC CO C     -  FAA 5C0 B                                157 51 41.0
 KJ0587:UTM  13      -  FAA 5C0 B                                158 10 14.0
 KJ0587
 KJ0587|---------------------------------------------------------------------|
 KJ0587| PID    Reference Object                     Distance      Geod. Az  |
 KJ0587|                                                           dddmmss.s |
 KJ0587| KJ0589 FAA 5C0 B                           APPROX. 0.7 KM 1595312.1 |
 KJ0587|---------------------------------------------------------------------|
 KJ0587
 KJ0587                          SUPERSEDED SURVEY CONTROL
 KJ0587
 KJ0587  NAD 83(1986)-  39 14 55.58299(N)    102 17 19.51203(W) AD(       ) 3
 KJ0587  ELLIP H (05/26/92) 1262.22   (m)                       GP(       ) 4 1
 KJ0587  NGVD 29 (06/11/92) 1284.8    (m)         4215.     (f) GPS OBS        
 KJ0587
 KJ0587.Superseded values are not recommended for survey control.
 KJ0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0587.See file dsdata.txt to determine how the superseded data were derived.
 KJ0587
 KJ0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD3396547888(NAD 83)
 KJ0587_MARKER: I = METAL ROD
 KJ0587_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KJ0587_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KJ0587_STAMPING: FAA 5C0 A 1991
 KJ0587_MARK LOGO: NGS   
 KJ0587_PROJECTION: PROJECTING 1 CENTIMETERS
 KJ0587_MAGNETIC: I = MARKER IS A STEEL ROD
 KJ0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KJ0587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0587+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 KJ0587_ROD/PIPE-DEPTH: 15.8 meters
 KJ0587_SLEEVE-DEPTH  : 1 meters
 KJ0587
 KJ0587  HISTORY     - Date     Condition        Report By
 KJ0587  HISTORY     - 1991     MONUMENTED       NGS
 KJ0587  HISTORY     - 19911113 GOOD             NGS
 KJ0587  HISTORY     - 19920622 GOOD             CODH
 KJ0587  HISTORY     - 19980624 GOOD             CODOT
 KJ0587  HISTORY     - 19990409 GOOD             MSAM
 KJ0587  HISTORY     - 20000708 GOOD             NGS
 KJ0587  HISTORY     - 20021016 GOOD             CODOT
 KJ0587
 KJ0587                          STATION DESCRIPTION
 KJ0587
 KJ0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KJ0587'STATION IS LOCATED ABOUT 6 KM (3.7 MI) SOUTH OF BURLINGTON, 1 KM
 KJ0587'(0.6 MI) WEST OF US HIGHWAY 385, AT THE KIT CARSON COUNTY AIRPORT,
 KJ0587'NEAR THE END OF RUNWAY 15, IN THE NORTHWEST 1/4 OF SECTION 23, T 9 S,
 KJ0587'R 44 W. OWNERSHIP--KIT CARSON COUNTY AIRPORT COMMISSION, 14111 HWY
 KJ0587'385, BURLINGTON, CO 80807.  AIRPORT MANAGER IS LARRY MACK.  PHONE IS
 KJ0587'719-346-5352.
 KJ0587'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 70 AND US HIGHWAY 385
 KJ0587'(EXIT 437), JUST SOUTHWEST OF BURLINGTON, GO SOUTH ON HIGHWAY 385 FOR
 KJ0587'5.82 KM (3.62 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT,
 KJ0587'WEST, ON PAVED ROAD FOR 0.35 KM (0.22 MI) TO A CROSSROAD. TURN LEFT,
 KJ0587'SOUTH, ON WINDING PAVED ROAD FOR 0.26 KM (0.16 MI) TO ROAD END AT
 KJ0587'HANGAR AND APRON.  BEAR HALF LEFT, SOUTHWEST, ACROSS APRON, THEN TAXI
 KJ0587'FOR 0.25 KM (0.16 MI) TO THE RUNWAY.  TURN RIGHT, NORTHWEST,
 KJ0587'ALONGSIDE RUNWAY FOR 0.80 KM (0.50 MI) TO END OF RUNWAY 15.  TURN
 KJ0587'LEFT AROUND END OF RUNWAY, THEN SOUTH FOR 45 M (147.6 FT) TO THE
 KJ0587'STATION NEAR FIELD EDGE.
 KJ0587'STATION MARK IS A PUNCH HOLE TOP CENTER IN A STEEL ROD IN A PVC PIPE
 KJ0587'WITH LOGO CAP SET IN A 0.5 M (1.6 FT) ROUND CONCRETE SLEEVE
 KJ0587'PROJECTING 1 CM.  IT IS 45.5 M (149.3 FT) SOUTH OF THE NORTHWEST
 KJ0587'CORNER OF THE RUNWAY, 34.7 M (113.8 FT) SOUTHWEST OF THE RUNWAY
 KJ0587'CENTER, 4.7 M (15.4 FT) NORTHEAST OF EDGE OF CULTIVATED FIELD, 0.8 M
 KJ0587'(2.6 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST, 1.2 M (3.9 FT) EAST
 KJ0587'OF A FIBERGLASS WITNESS POST AND 1.2 M (3.9 FT) NORTH-NORTHEAST OF A
 KJ0587'FIBERGLASS WITNESS POST.
 KJ0587'DESCRIBED BY G.R.HEID
 KJ0587
 KJ0587                          STATION RECOVERY (1991)
 KJ0587
 KJ0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KJ0587'STATION IS LOCATED ABOUT 6 KM (3.7 MI) SOUTH OF BURLINGTON, AT THE KIT
 KJ0587'CARSON COUNTY AIRPORT, NEAR THE END OF RUNWAY 15.  OWNERSHIP--KIT
 KJ0587'CARSON COUNTY AIRPORT COMMISSION, 14111 HIGHWAY 385, BURLINGTON, CO
 KJ0587'80807.  AIRPORT MANAGER IS LARRY MACK, PHONE 719-346-5352.
 KJ0587'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 70 AND U.S. HIGHWAY
 KJ0587'385 (EXIT 437) JUST SOUTHWEST OF BURLINGTON, GO SOUTH ON HIGHWAY 385
 KJ0587'FOR 5.82 KM (3.62 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN
 KJ0587'RIGHT, WEST, ON PAVED ROAD FOR 0.35 KM (0.22 MI) TO A CROSSROAD. TURN
 KJ0587'LEFT, SOUTH, ON WINDING PAVED ROAD FOR 0.26 KM (0.16 MI) TO ROAD END
 KJ0587'AT HANGAR AND APRON.  BEAR HALF LEFT, SOUTHWEST, ACROSS APRON THEN
 KJ0587'TAXI FOR 0.25 KM (0.16 MI) TO THE RUNWAY.  TURN RIGHT, NORHTWEST, ON
 KJ0587'RUNWAY FOR 0.8 KM (0.5 MI) TO THE END OF RUNWAY AND STATION ON THE
 KJ0587'LEFT NEAR FIELD EDGE.
 KJ0587'STATION MARK IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 KJ0587'2.5 CM GREASE FILLED PVC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 KJ0587'PIPE WITH LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND. IT
 KJ0587'IS 45.5 M (149.3 FT) SOUTH FROM THE NORTHWEST CORNER OF THE RUNWAY,
 KJ0587'34.7 M (113.8 FT) SOUTHWEST FROM THE CENTER OF THE RUNWAY, 4.7 M
 KJ0587'(15.4 FT) NORTHEAST FROM THE EDGE OF CULTIVATED FIELD, 0.8 M
 KJ0587'(2.6 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST, 1.2 M (3.9 FT)
 KJ0587'EAST FROM A FIBERGLASS WITNESS POST AND 1.2 M (3.9 FT) NORTH-NORTHEAST
 KJ0587'FROM A FIBERGLASS WITNESS POST.
 KJ0587
 KJ0587                          STATION RECOVERY (1992)
 KJ0587
 KJ0587'RECOVERY NOTE BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1992
 KJ0587'STATION IS LOCATED ABOUT 3.7 MI (5.95 KM) SOUTH OF BURLINGTON, 0.6 MI
 KJ0587'(0.97 KM) WEST OF U.S. HIGHWAY 385, AT THE KIT CARSON COUNTY AIRPORT,
 KJ0587'NEAR THE NORTH END OF RUNWAY 15 IN THE NORTHWEST 1/4 OF SECTION 23, T
 KJ0587'9S, T 44 W. OWNERSHIP--KIT CARSON COUNTY AIRPORT COMMISSION, 14111
 KJ0587'HWY 385, BURLINGTON, CO 80807. AIRPORT MANAGER - LARRY MACK. PHONE -
 KJ0587'(719)-346-5352.
 KJ0587'TO REACH THE STATION FROM THE OVERPASS OF U.S. HIGHWAY 385 AND
 KJ0587'INTERSTATE 70 AT THE SOUTHWEST EDGE OF BURLINGTON, GO SOUTH ON U.S.
 KJ0587'HIGHWAY 385 FOR 3.25 MI (5.23 KM) TO THE AIRPORT ENTRANCE ON THE
 KJ0587'RIGHT AT U.S. HIGHWAY 385 MILEPOST 184.10. TURN RIGHT, WEST, ON A
 KJ0587'PAVED ROAD FOR 0.22 MI (0.35 KM) TO A CROSSROAD, TURN LEFT, SOUTH, ON
 KJ0587'A WINDING PAVED ROAD FOR 0.16 MI (0.26 KM) TO A ROAD AT THE END OF
 KJ0587'THE HANGAR AND APRON, BEAR HALF LEFT, SOUTHWEST, ACROSS APRON FOR
 KJ0587'0.16 MI (0.26 KM) TO THE RUNWAY, TURN RIGHT, NORTHWEST, RUN ALONGSIDE
 KJ0587'RUNWAY IN THE GRASS FOR 0.50 MI (0.80 KM) TO THE END OF RUNWAY 15,
 KJ0587'TURN LEFT, SOUTHWEST, AROUND THE END OF THE RUNWAY, THEN LEFT,
 KJ0587'SOUTHEAST FOR 150 FT (45.72 M) TO THE STATION NEAR THE FIELD EDGE.
 KJ0587'THE STATION MARK IS A PUNCH MARK IN THE TOP CENTER OF A STEEL ROD IN A
 KJ0587'PVC PIPE WITH A LOGO CAP SET IN A 1.6 FT (0.49 M) ROUND CONCRETE
 KJ0587'SLEEVE.  IT IS 149.3 FT (45.51 M) SOUTH OF THE NORTHWEST CORNER OF
 KJ0587'THE RUNWAY, 113.8 FT (34.69 M) SOUTHWEST OF THE CENTERLINE OF THE
 KJ0587'RUNWAY, 15.4 FT (4.69 M) NORTHEAST OF THE EDGE OF A CULTIVATED FIELD,
 KJ0587'2.6 FT (0.79 M) SOUTHWEST OF A FIBERGLASS WITNESS POST, 3.9 FT
 KJ0587'(1.19 M) EAST OF A FIBERGLASS WITNESS POST, AND 3.9 FT (1.19 M) NORTH
 KJ0587'- NORTHEAST OF A FIBERGLASS WITNESS POST.
 KJ0587
 KJ0587                          STATION RECOVERY (1998)
 KJ0587
 KJ0587'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (KAW)
 KJ0587'RECOVERED AS DESCRIBED.
 KJ0587
 KJ0587                          STATION RECOVERY (1999)
 KJ0587
 KJ0587'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 KJ0587'RECOVERED AS DESCRIBED.  THIS AIRPORT IS NOT CONTROLLED.  PERMISSION
 KJ0587'TO USE THIS STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER.  THIS
 KJ0587'STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION.
 KJ0587
 KJ0587                          STATION RECOVERY (2000)
 KJ0587
 KJ0587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 KJ0587'RECOVERED AS DESCRIBED.
 KJ0587
 KJ0587                          STATION RECOVERY (2002)
 KJ0587
 KJ0587'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2002 (JPC)
 KJ0587'RECOVERED AS DESCRIBED.  THE TWO WITNESS POST WERE FOUND DAMAGED AND
 KJ0587'REMOVED.  A
 KJ0587'NEW WITNESS POST WAS SET.  LOCATED 1.2 METERS (3.9 FEET) NORTHEAST OF
 KJ0587'A GREEN CARSONITE
 KJ0587'WITNESS POST.  NOTE--THE STATION IS A PRIMARY AIRPORT CONTROL STATION.
 KJ0587'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0589 ***********************************************************************
 KJ0589  SACS        -  This is a Secondary Airport Control Station.
 KJ0589  DESIGNATION -  FAA 5C0 B
 KJ0589  PID         -  KJ0589
 KJ0589  STATE/COUNTY-  CO/KIT CARSON
 KJ0589  USGS QUAD   -  SOUTH OF BURLINGTON (1970)
 KJ0589
 KJ0589                         *CURRENT SURVEY CONTROL
 KJ0589  ___________________________________________________________________
 KJ0589* NAD 83(1992)-  39 14 34.37429(N)    102 17 09.52335(W)     ADJUSTED  
 KJ0589* NAVD 88     -      1280.77   (meters)    4202.0    (feet)  GPS OBS   
 KJ0589  ___________________________________________________________________
 KJ0589  X           -  -1,052,739.726 (meters)                     COMP
 KJ0589  Y           -  -4,833,983.532 (meters)                     COMP
 KJ0589  Z           -   4,014,031.749 (meters)                     COMP
 KJ0589  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 KJ0589  ELLIP HEIGHT-        1257.71  (meters)          (10/21/02) GPS OBS
 KJ0589  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 KJ0589
 KJ0589  HORZ ORDER  -  FIRST
 KJ0589  ELLP ORDER  -  FIFTH     CLASS I
 KJ0589
 KJ0589.This mark is at Kit Carson County Airport (ITR)
 KJ0589
 KJ0589.The horizontal coordinates were established by GPS observations
 KJ0589.and adjusted by the National Geodetic Survey in June 2000..
 KJ0589
 KJ0589.The orthometric height was determined by GPS observations and a
 KJ0589.high-resolution geoid model.
 KJ0589
 KJ0589.GPS derived orthometric heights for airport stations designated as
 KJ0589.PACS or SACS are published to 2 decimal places.  This maintains
 KJ0589.centimeter relative accuracy between the PACS and SACS.  It does
 KJ0589.not indicate centimeter accuracy relative to other marks which are
 KJ0589.part of the NAVD 88 network.
 KJ0589
 KJ0589.Photographs are available for this station.
 KJ0589
 KJ0589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KJ0589
 KJ0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0589
 KJ0589.The ellipsoidal height was determined by GPS observations
 KJ0589.and is referenced to NAD 83.
 KJ0589
 KJ0589.The geoid height was determined by GEOID03.
 KJ0589
 KJ0589;                    North         East     Units Scale Factor Converg.
 KJ0589;SPC CO C     -   466,178.651 1,191,791.750   MT  0.99993896   +2 01 37.4
 KJ0589;SPC CO C     - 1,529,454.46  3,910,070.10   sFT  0.99993896   +2 01 37.4
 KJ0589;UTM  13      - 4,347,240.805   734,223.951   MT  1.00027554   +1 43 03.7
 KJ0589
 KJ0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0589!SPC CO C     -   0.99980271  x   0.99993896  =   0.99974169
 KJ0589!UTM  13      -   0.99980271  x   1.00027554  =   1.00007820
 KJ0589
 KJ0589:                Primary Azimuth Mark                     Grid Az
 KJ0589:SPC CO C     -  FAA 5C0 A                                337 51 41.0
 KJ0589:UTM  13      -  FAA 5C0 A                                338 10 14.7
 KJ0589
 KJ0589|---------------------------------------------------------------------|
 KJ0589| PID    Reference Object                     Distance      Geod. Az  |
 KJ0589|                                                           dddmmss.s |
 KJ0589| KJ0587 FAA 5C0 A                           APPROX. 0.7 KM 3395318.4 |
 KJ0589|---------------------------------------------------------------------|
 KJ0589
 KJ0589                          SUPERSEDED SURVEY CONTROL
 KJ0589
 KJ0589  ELLIP H (06/30/00) 1257.69   (m)                       GP(       ) 1 1
 KJ0589  NAD 83(1992)-  39 14 34.37418(N)    102 17 09.52308(W) AD(       ) 3
 KJ0589  ELLIP H (01/07/93) 1257.68   (m)                       GP(       ) 4 2
 KJ0589  NAD 83(1986)-  39 14 34.36953(N)    102 17 09.52139(W) AD(       ) 3
 KJ0589  NGVD 29 (06/29/92) 1280.     (m)         4199.     (f) GPS OBS        
 KJ0589
 KJ0589.Superseded values are not recommended for survey control.
 KJ0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0589.See file dsdata.txt to determine how the superseded data were derived.
 KJ0589
 KJ0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD3422447241(NAD 83)
 KJ0589_MARKER: I = METAL ROD
 KJ0589_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KJ0589_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KJ0589_STAMPING: FAA 5C0 B 1991
 KJ0589_MARK LOGO: NGS   
 KJ0589_PROJECTION: FLUSH
 KJ0589_MAGNETIC: I = MARKER IS A STEEL ROD
 KJ0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KJ0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0589+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2000
 KJ0589_ROD/PIPE-DEPTH: 14   meters
 KJ0589_SLEEVE-DEPTH  : .9 meters
 KJ0589
 KJ0589  HISTORY     - Date     Condition        Report By
 KJ0589  HISTORY     - 1991     MONUMENTED       NGS
 KJ0589  HISTORY     - 19990409 GOOD             MSAM
 KJ0589  HISTORY     - 20000708 GOOD             NGS
 KJ0589
 KJ0589                          STATION DESCRIPTION
 KJ0589
 KJ0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KJ0589'STATION IS LOCATED ABOUT 6 KM (3.7 MI) SOUTH OF BURLINGTON, AT THE KIT
 KJ0589'CARSON COUNTY AIRPORT.  OWNERSHIP--KIT CARSON COUNTY AIRPORT
 KJ0589'COMMISSION, 14111 HIGHWAY 385, BURLINGTON, CO 80807.  AIRPORT MANAGER
 KJ0589'IS LARRY MACK, 719-346-5352.
 KJ0589'TO REACH FROM THE JUNCTION OF INTERSTATE 70 AND U.S. HIGHWAY 385 (EXIT
 KJ0589'437) JUST SOUTHWEST OF BURLINGTON, GO SOUTH ON 385 FOR 5.82 KM
 KJ0589'(3.62 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, WEST, ON
 KJ0589'PAVED ROAD FOR 0.35 KM (0.22 MI) TO A CROSSROAD.  TURN LEFT, SOUTH,
 KJ0589'ON WINDING PAVED ROAD FOR 0.26 KM (0.16 MI) TO ROAD END AT HANGAR AND
 KJ0589'APRON.  BEAR HALF LEFT, SOUTHWEST, ACROSS APRON THEN TAXI FOR 0.25 KM
 KJ0589'(0.16 MI) TO THE RUNWAY.  TURN RIGHT, NORHTWEST, ON RUNWAY FOR 0.08
 KJ0589'KM (0.05 MI) TO THE STATION ON THE LEFT.
 KJ0589'STATION MARK IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 KJ0589'2.5 CM GREASE FILLED PVC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 KJ0589'PIPE WITH LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND. IT
 KJ0589'IS 34.6 M (113.5 FT) SOUTHWEST FROM RUNWAY CENTER, 20.2 M (66.3 FT)
 KJ0589'SOUTHWEST FROM A RUNWAY LIGHT AND 0.3 M (1.0 FT) NORTHEAST FROM A
 KJ0589'SHORT FIBERGLASS WITNESS POST.
 KJ0589
 KJ0589                          STATION RECOVERY (1999)
 KJ0589
 KJ0589'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 KJ0589'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC.  1999 (KCH) THE
 KJ0589'STATION IS LOCATED ABOUT 4 MI (6.4 KM) SOUTH OF BURLINGTON, AT THE KIT
 KJ0589'CARSON COUNTY AIRPORT.  IT IS NEAR THE MIDDLE AND WEST OF RUNWAY
 KJ0589'15-33, EAST OF A WIND SOCK, IN SECTION 23, T 9 S, R 44 W.  THE AIRPORT
 KJ0589'IS NOT CONTROLLED.  PERMISSION TO USE THIS STATION MUST BE OBTAINED
 KJ0589'FROM THE AIRPORT MANAGER.  CONTACT MR LARRY MACK AT 14111 HIGHWAY 385,
 KJ0589'BURLINGTON, COLORADO, 80807, TELEPHONE 719-346-5352. OWNERSHIP--KIT
 KJ0589'CARSON COUNTY AIRPORT COMMISSION
 KJ0589'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 70 AND U.S.
 KJ0589'HIGHWAY 385 (I-70 EXIT 437) JUST SOUTH OF BURLINGTON, GO SOUTH ON
 KJ0589'HIGHWAY 385 FOR 3.6 MI (5.8 KM) TO THE AIRPORT ENTRANCE ON THE RIGHT.
 KJ0589'TURN RIGHT, WEST, ON PAVED ROAD FOR 0.2 MI (0.3 KM) TO A CROSSROAD.
 KJ0589'TURN LEFT, SOUTH, ON WINDING PAVED ROAD FOR 0.15 MI (0.24 KM) TO ROAD
 KJ0589'END AT HANGER AND APRON.  BEAR HALF LEFT, SOUTHWEST, ACROSS APRON THEN
 KJ0589'TAXIWAY FOR 0.15 MI (0.24 KM) TO THE RUNWAY.  TURN RIGHT, NORTHWEST,
 KJ0589'ON RUNWAY 15-33 FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT
 KJ0589'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 KJ0589'TO A DEPTH OF 14.0 M, (45.9 FT) ENCASED IN 2.5 CM GREASE FILLED PVC
 KJ0589'PIPE 90 CM LONG, ENCLOSED IN A PVC PIPE WITH LOGO LID, SURROUNDED BY A
 KJ0589'CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 57.4 M (188.3 FT) EAST
 KJ0589'OF A WIND SOCK MAST, 34.5 M (113.2 FT) WEST-SOUTHWEST OF THE CENTER OF
 KJ0589'RUNWAY 15-33, 23.0 M (75.5 FT) WEST-SOUTHWEST FROM THE WEST EDGE OF
 KJ0589'RUNWAY 15-33, 20.1 M (65.9 FT) WEST OF A RUNWAY LIGHT AND 1.0 M (3.3
 KJ0589'FT) SOUTH OF A FIBERGLASS WITNESS POST.  THIS STATION IS DESIGNATED AS
 KJ0589'A SECONDARY AIRPORT CONTROL STATION.
 KJ0589
 KJ0589                          STATION RECOVERY (2000)
 KJ0589
 KJ0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 KJ0589'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0672 ***********************************************************************
 HL0672  DESIGNATION -  FAA 5CO0 A
 HL0672  PID         -  HL0672
 HL0672  STATE/COUNTY-  CO/LA PLATA
 HL0672  USGS QUAD   -  LOMA LINDA (1968)
 HL0672
 HL0672                         *CURRENT SURVEY CONTROL
 HL0672  ___________________________________________________________________
 HL0672* NAD 83(1992)-  37 12 09.65072(N)    107 52 11.00855(W)     ADJUSTED  
 HL0672* NAVD 88     -      2025.5    (meters)    6645.     (feet)  GPS OBS   
 HL0672  ___________________________________________________________________
 HL0672  X           -  -1,561,278.734 (meters)                     COMP
 HL0672  Y           -  -4,842,559.289 (meters)                     COMP
 HL0672  Z           -   3,836,546.201 (meters)                     COMP
 HL0672  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 HL0672  ELLIP HEIGHT-        2006.13  (meters)          (12/03/02) GPS OBS
 HL0672  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 HL0672
 HL0672  HORZ ORDER  -  FIRST
 HL0672  ELLP ORDER  -  FOURTH    CLASS II
 HL0672
 HL0672.The horizontal coordinates were established by GPS observations
 HL0672.and adjusted by the National Geodetic Survey in July 1997..
 HL0672
 HL0672.The orthometric height was determined by GPS observations and a
 HL0672.high-resolution geoid model.
 HL0672
 HL0672.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HL0672
 HL0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0672
 HL0672.The ellipsoidal height was determined by GPS observations
 HL0672.and is referenced to NAD 83.
 HL0672
 HL0672.The geoid height was determined by GEOID03.
 HL0672
 HL0672;                    North         East     Units Scale Factor Converg.
 HL0672;SPC CO S     -   366,958.106   704,051.237   MT  1.00000571   -1 27 12.7
 HL0672;SPC CO S     - 1,203,928.39  2,309,874.77   sFT  1.00000571   -1 27 12.7
 HL0672;UTM  13      - 4,121,215.085   245,313.635   MT  1.00039912   -1 44 09.9
 HL0672
 HL0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0672!SPC CO S     -   0.99968528  x   1.00000571  =   0.99969099
 HL0672!UTM  13      -   0.99968528  x   1.00039912  =   1.00008427
 HL0672
 HL0672:                Primary Azimuth Mark                     Grid Az
 HL0672:SPC CO S     -  FAA 5CO0 B                               022 14 11.0
 HL0672:UTM  13      -  FAA 5CO0 B                               022 31 08.2
 HL0672
 HL0672|---------------------------------------------------------------------|
 HL0672| PID    Reference Object                     Distance      Geod. Az  |
 HL0672|                                                           dddmmss.s |
 HL0672| HL0673 FAA 5CO0 B                          APPROX. 0.8 KM 0204658.3 |
 HL0672|---------------------------------------------------------------------|
 HL0672
 HL0672                          SUPERSEDED SURVEY CONTROL
 HL0672
 HL0672  ELLIP H (12/21/93) 2006.10   (m)                       GP(       ) 4 1
 HL0672  NAD 83(1992)-  37 12 09.65062(N)    107 52 11.00732(W) AD(       ) 3
 HL0672  ELLIP H (01/07/93) 2006.10   (m)                       GP(       ) 4 2
 HL0672  NAD 83(1986)-  37 12 09.65248(N)    107 52 11.01007(W) AD(       ) 3
 HL0672  NGVD 29 (06/29/92) 2024.4    (m)         6642.     (f) GPS OBS        
 HL0672
 HL0672.Superseded values are not recommended for survey control.
 HL0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0672.See file dsdata.txt to determine how the superseded data were derived.
 HL0672
 HL0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB4531421215(NAD 83)
 HL0672_MARKER: I = METAL ROD
 HL0672_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HL0672_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HL0672_STAMPING: FAA 5CO0 A 1991
 HL0672_MARK LOGO: NGS   
 HL0672_PROJECTION: FLUSH
 HL0672_MAGNETIC: I = MARKER IS A STEEL ROD
 HL0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HL0672+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1992
 HL0672_ROD/PIPE-DEPTH: 4.0  meters
 HL0672
 HL0672  HISTORY     - Date     Condition        Report By
 HL0672  HISTORY     - 1991     MONUMENTED       NGS
 HL0672  HISTORY     - 19920723 GOOD             NGS
 HL0672
 HL0672                          STATION DESCRIPTION
 HL0672
 HL0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 HL0672'STATION IS LOCATED ABOUT 7.0 KM (4.3 MI) SOUTHWEST OF DURANGO, AT THE
 HL0672'ANIMAS AIR PARK.  OWNERSHIP--ANIMAS AIR PARK ASSOCIATION, C/O R.T.
 HL0672'SCOTT CHAIRMAN OF THE BOARD, PO BOX 1797, DURANGO, CO 81302.  PHONE
 HL0672'IS 303-247-4632.
 HL0672'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 160 AND 550 ON THE
 HL0672'SOUTHWEST SIDE OF DURANGO, GO SOUTHEAST ON HIGHWAY 160 AND 55O FOR
 HL0672'3.28 KM (2.04 MI) TO THE JUNCTION OF COUNTY ROAD 213 AT A STOPLIGHT.
 HL0672'TURN RIGHT THEN LEFT, SOUTHEAST, ON ROAD 213 FOR 4.16 KM (2.58 MI) TO
 HL0672'A PAVED ROAD RIGHT AT AIRPORT SIGN. TURN RIGHT, SOUTHEAST, UP SIDE OF
 HL0672'MESA FOR 0.89 KM (0.55 MI) TO A FIVE-WAY INTERSECTION. TURN RIGHT,
 HL0672'NORTHERLY ON PAVED ROAD FOR 0.2 KM (0.1 MI) TO PAVEMENT END AND A
 HL0672'GRAVEL ROAD LEFT.  TURN LEFT, WEST, ON GRAVEL ROAD FOR 0.24 KM
 HL0672'(0.15 MI) TO A LANE ON THE LEFT.  TURN LEFT, SOUTH, BETWEEN HANGARS
 HL0672'FOR 0.08 KM (0.05 MI) TO THE APRON.  TURN RIGHT, WEST, ON APRON, THEN
 HL0672'TAXI FOR 0.2 KM (0.1 MI) TO THE JUNCTION OF RUNWAY.  TURN LEFT,
 HL0672'SOUTH, ON RUNWAY FOR 0.4 KM (0.2 MI) TO THE STATION ON THE RIGHT.
 HL0672'STATION MARK IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 HL0672'2.5 CM GREASE FILLED PVC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 HL0672'PIPE WITH LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND. IT
 HL0672'IS 25.2 M (82.7 FT) WEST FROM RUNWAY CENTER AND 1.2 M (3.9 FT) EAST
 HL0672'FROM FENCELINE AND A FIBERGLASS WITNESS POST.
 HL0672
 HL0672                          STATION RECOVERY (1992)
 HL0672
 HL0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RSC)
 HL0672'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0673 ***********************************************************************
 HL0673  DESIGNATION -  FAA 5CO0 B
 HL0673  PID         -  HL0673
 HL0673  STATE/COUNTY-  CO/LA PLATA
 HL0673  USGS QUAD   -  LOMA LINDA (1968)
 HL0673
 HL0673                         *CURRENT SURVEY CONTROL
 HL0673  ___________________________________________________________________
 HL0673* NAD 83(1992)-  37 12 34.23430(N)    107 51 59.34354(W)     ADJUSTED  
 HL0673* NAVD 88     -      2038.7    (meters)    6689.     (feet)  GPS OBS   
 HL0673  ___________________________________________________________________
 HL0673  X           -  -1,560,867.458 (meters)                     COMP
 HL0673  Y           -  -4,842,221.299 (meters)                     COMP
 HL0673  Z           -   3,837,158.007 (meters)                     COMP
 HL0673  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 HL0673  ELLIP HEIGHT-        2019.36  (meters)          (12/03/02) GPS OBS
 HL0673  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 HL0673
 HL0673  HORZ ORDER  -  FIRST
 HL0673  ELLP ORDER  -  FOURTH    CLASS II
 HL0673
 HL0673.The horizontal coordinates were established by GPS observations
 HL0673.and adjusted by the National Geodetic Survey in July 1997..
 HL0673
 HL0673.The orthometric height was determined by GPS observations and a
 HL0673.high-resolution geoid model.
 HL0673
 HL0673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HL0673
 HL0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0673
 HL0673.The ellipsoidal height was determined by GPS observations
 HL0673.and is referenced to NAD 83.
 HL0673
 HL0673.The geoid height was determined by GEOID03.
 HL0673
 HL0673;                    North         East     Units Scale Factor Converg.
 HL0673;SPC CO S     -   367,708.442   704,358.000   MT  1.00000441   -1 27 05.6
 HL0673;SPC CO S     - 1,206,390.11  2,310,881.21   sFT  1.00000441   -1 27 05.6
 HL0673;UTM  13      - 4,121,964.193   245,624.219   MT  1.00039717   -1 44 03.8
 HL0673
 HL0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0673!SPC CO S     -   0.99968321  x   1.00000441  =   0.99968761
 HL0673!UTM  13      -   0.99968321  x   1.00039717  =   1.00008025
 HL0673
 HL0673:                Primary Azimuth Mark                     Grid Az
 HL0673:SPC CO S     -  FAA 5CO0 A                               202 14 11.0
 HL0673:UTM  13      -  FAA 5CO0 A                               202 31 09.2
 HL0673
 HL0673|---------------------------------------------------------------------|
 HL0673| PID    Reference Object                     Distance      Geod. Az  |
 HL0673|                                                           dddmmss.s |
 HL0673| HL0672 FAA 5CO0 A                          APPROX. 0.8 KM 2004705.4 |
 HL0673|---------------------------------------------------------------------|
 HL0673
 HL0673                          SUPERSEDED SURVEY CONTROL
 HL0673
 HL0673  ELLIP H (07/06/97) 2019.35   (m)                       GP(       ) 3 1
 HL0673  ELLIP H (12/21/93) 2019.34   (m)                       GP(       ) 4 1
 HL0673  NAD 83(1992)-  37 12 34.23415(N)    107 51 59.34268(W) AD(       ) 3
 HL0673  ELLIP H (01/07/93) 2019.34   (m)                       GP(       ) 4 2
 HL0673  NAD 83(1992)-  37 12 34.23600(N)    107 51 59.34542(W) AD(       ) 3
 HL0673  NGVD 29 (06/29/92) 2037.6    (m)         6685.     (f) GPS OBS        
 HL0673
 HL0673.Superseded values are not recommended for survey control.
 HL0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0673.See file dsdata.txt to determine how the superseded data were derived.
 HL0673
 HL0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB4562421964(NAD 83)
 HL0673_MARKER: I = METAL ROD
 HL0673_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HL0673_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HL0673_STAMPING: FAA 5CO0 B 1991
 HL0673_MARK LOGO: NGS   
 HL0673_PROJECTION: FLUSH
 HL0673_MAGNETIC: I = MARKER IS A STEEL ROD
 HL0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HL0673+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 HL0673_ROD/PIPE-DEPTH: 7.9  meters
 HL0673
 HL0673  HISTORY     - Date     Condition        Report By
 HL0673  HISTORY     - 1991     MONUMENTED       NGS
 HL0673  HISTORY     - 19920723 GOOD             NGS
 HL0673  HISTORY     - 20040901 GOOD             INDIV
 HL0673
 HL0673                          STATION DESCRIPTION
 HL0673
 HL0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 HL0673'STATION IS LOCATED ABOUT 7.0 KM (4.3 MI) SOUTHWEST OF DURANGO, AT THE
 HL0673'ANIMAS AIR PARK.  OWNERSHIP--ANIMAS AIR PARK ASSOCIATION, C/O R.T.
 HL0673'SCOTT CHAIRMAN OF THE BOARD, PO BOX 1797, DURANGO, CO 81302.  PHONE
 HL0673'IS 303-247-4632.
 HL0673'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 160 AND 550 ON THE
 HL0673'SOUTHWEST SIDE OF DURANGO, GO SOUTHEAST ON HIGHWAY 160 AND 55O FOR
 HL0673'3.28 KM (2.04 MI) TO THE JUNCTION OF COUNTY ROAD 213 AT A STOPLIGHT.
 HL0673'TURN RIGHT THEN LEFT, SOUTHEAST, ON ROAD 213 FOR 4.16 KM (2.58 MI) TO
 HL0673'A PAVED ROAD RIGHT AT AIRPORT SIGN. TURN RIGHT, SOUTHEAST, UP SIDE OF
 HL0673'MESA FOR 0.89 KM (0.55 MI) TO A FIVE-WAY INTERSECTION. TURN RIGHT,
 HL0673'NORTHERLY ON PAVED ROAD FOR 0.2 KM (0.1 MI) TO PAVEMENT END AND A
 HL0673'GRAVEL ROAD LEFT.  TURN LEFT, WEST, ON GRAVEL ROAD FOR 0.24 KM
 HL0673'(0.15 MI) TO A LANE ON THE LEFT.  TURN LEFT, SOUTH, BETWEEN HANGARS
 HL0673'FOR 0.08 KM (0.05 MI) TO THE APRON.  TURN RIGHT, WEST, ON APRON THEN
 HL0673'TAXI FOR 0.2 KM (0.1 MI) TO THE JUNCTION OF RUNWAY. TURN RIGHT,
 HL0673'NORTH, ON RUNWAY FOR 0.48 KM (0.30 MI) TO THE STATION ON THE RIGHT.
 HL0673'STATION MARK IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD IN A
 HL0673'2.5 CM GREASE FILLED PVC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 HL0673'PIPE WITH LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND. IT
 HL0673'IS 25.0 M (82.0 FT) WEST FROM RUNWAY CENTER AND 0.8 M (2.6 FT) EAST
 HL0673'FROM FENCELINE AND A FIBERGLASS WITNESS POST.
 HL0673
 HL0673                          STATION RECOVERY (1992)
 HL0673
 HL0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RSC)
 HL0673'RECOVERED AS DESCRIBED.
 HL0673
 HL0673                          STATION RECOVERY (2004)
 HL0673
 HL0673'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JLM)
 HL0673'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0775 ***********************************************************************
 LK0775  CBN         -  This is a Cooperative Base Network Control Station.
 LK0775  PACS        -  This is a Primary Airport Control Station.
 LK0775  DESIGNATION -  FAA AKO A
 LK0775  PID         -  LK0775
 LK0775  STATE/COUNTY-  CO/WASHINGTON
 LK0775  USGS QUAD   -  AKRON (1973)
 LK0775
 LK0775                         *CURRENT SURVEY CONTROL
 LK0775  ___________________________________________________________________
 LK0775* NAD 83(1992)-  40 10 15.03785(N)    103 13 01.57644(W)     ADJUSTED  
 LK0775* NAVD 88     -      1427.59   (meters)    4683.7    (feet)  GPS OBS   
 LK0775  ___________________________________________________________________
 LK0775  X           -  -1,116,128.993 (meters)                     COMP
 LK0775  Y           -  -4,752,258.401 (meters)                     COMP
 LK0775  Z           -   4,093,406.981 (meters)                     COMP
 LK0775  LAPLACE CORR-          -3.79  (seconds)                    DEFLEC99
 LK0775  ELLIP HEIGHT-        1407.37  (meters)          (10/21/02) GPS OBS
 LK0775  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 LK0775
 LK0775  HORZ ORDER  -  B
 LK0775  ELLP ORDER  -  FIFTH     CLASS I
 LK0775
 LK0775.This mark is at Akron-Washington County Airport (AKO)
 LK0775
 LK0775.The horizontal coordinates were established by GPS observations
 LK0775.and adjusted by the National Geodetic Survey in May 1992..
 LK0775
 LK0775.The orthometric height was determined by GPS observations and a
 LK0775.high-resolution geoid model.
 LK0775
 LK0775.GPS derived orthometric heights for airport stations designated as
 LK0775.PACS or SACS are published to 2 decimal places.  This maintains
 LK0775.centimeter relative accuracy between the PACS and SACS.  It does
 LK0775.not indicate centimeter accuracy relative to other marks which are
 LK0775.part of the NAVD 88 network.
 LK0775
 LK0775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0775
 LK0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0775
 LK0775.The ellipsoidal height was determined by GPS observations
 LK0775.and is referenced to NAD 83.
 LK0775
 LK0775.The geoid height was determined by GEOID03.
 LK0775
 LK0775;                    North         East     Units Scale Factor Converg.
 LK0775;SPC CO N     -   400,292.484 1,108,830.688   MT  0.99995781   +1 28 30.2
 LK0775;SPC CO N     - 1,313,292.92  3,637,888.68   sFT  0.99995781   +1 28 30.2
 LK0775;UTM  13      - 4,448,243.411   651,811.627   MT  0.99988371   +1 09 01.1
 LK0775
 LK0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0775!SPC CO N     -   0.99977927  x   0.99995781  =   0.99973709
 LK0775!UTM  13      -   0.99977927  x   0.99988371  =   0.99966300
 LK0775
 LK0775:                Primary Azimuth Mark                     Grid Az
 LK0775:SPC CO N     -  AKO C                                    022 19 11.3
 LK0775:UTM  13      -  AKO C                                    022 38 40.4
 LK0775
 LK0775|---------------------------------------------------------------------|
 LK0775| PID    Reference Object                     Distance      Geod. Az  |
 LK0775|                                                           dddmmss.s |
 LK0775| AI5910 AKO C                               424.772 METERS 0234741.5 |
 LK0775|---------------------------------------------------------------------|
 LK0775
 LK0775                          SUPERSEDED SURVEY CONTROL
 LK0775
 LK0775  NAD 83(1986)-  40 10 15.03174(N)    103 13 01.57824(W) AD(       ) 3
 LK0775  ELLIP H (05/26/92) 1407.39   (m)                       GP(       ) 4 1
 LK0775  NGVD 29 (06/11/92) 1427.0    (m)         4682.     (f) GPS OBS        
 LK0775
 LK0775.Superseded values are not recommended for survey control.
 LK0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0775.See file dsdata.txt to determine how the superseded data were derived.
 LK0775
 LK0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE5181248243(NAD 83)
 LK0775_MARKER: I = METAL ROD
 LK0775_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LK0775_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LK0775_STAMPING: FAA AKO A 1991
 LK0775_MARK LOGO: NGS   
 LK0775_PROJECTION: FLUSH
 LK0775_MAGNETIC: I = MARKER IS A STEEL ROD
 LK0775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0775+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1999
 LK0775_ROD/PIPE-DEPTH: 12.5 meters
 LK0775_SLEEVE-DEPTH  : 1. meters
 LK0775
 LK0775  HISTORY     - Date     Condition        Report By
 LK0775  HISTORY     - 1991     MONUMENTED       NGS
 LK0775  HISTORY     - 19910615 GOOD             NGS
 LK0775  HISTORY     - 19950629 GOOD             NGS
 LK0775  HISTORY     - 19990414 GOOD             MSAM
 LK0775
 LK0775                          STATION DESCRIPTION
 LK0775
 LK0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LK0775'NOTE--THIS STATION WAS ESTABLISHED TO REPLACE STATION AKRONPORT 1988
 LK0775'WHICH HAS BEEN COVERED WITH PAVEMENT.  AIRPORT IS UNDER CONSTRUCTION
 LK0775'AND NEW RUNWAYS WILL BE BUILT.  RUNWAY 9-27 PAVEMENT WILL PROBABLY
 LK0775'REMAIN AS A TAXI.  DUE TO CONSTRUCTION, THE FOLLOWING DESCRIPTION MAY
 LK0775'BE IN ERROR AFTER 5/1/91.  AKRONPORT AZ MK 1988 IS VISIBLE FROM THIS
 LK0775'STATION.
 LK0775'STATION IS LOCATED ABOUT 1 KM (0.6 MI) NORTH OF AKRON, AT THE
 LK0775'AKRON/WASHINGTON COUNTY AIRPORT, ALONG THE SOUTH PERIMETER FENCE, AT
 LK0775'A T-FENCE CORNER, IN THE CENTER OF SECTION 5, T 2 N, R 52 W.
 LK0775'OWNERSHIP--TOWN OF AKRON, C/O TOWN MANAGER, AKRON, CO 80720.  AIRPORT
 LK0775'MANAGER IS RANDY HAYES.  PHONE IS 303-345-2397.
 LK0775'TO REACH FROM THE JUNCTION OF US HIGHWAY 34 AND STATE HIGHWAY 63 IN
 LK0775'AKRON, GO NORTH ON HIGHWAY 63 FOR 1.33 KM (0.83 MI) TO THE SOUTH
 LK0775'ENTRANCE TO THE AIRPORT ON THE LEFT.  TURN LEFT, THEN LEFT AGAIN,
 LK0775'THEN RIGHT, WEST, AROUND SOUTH SIDE OF A YELLOW HANGAR FOR 0.07 KM
 LK0775'(0.04 MI) TO THE PAVED TAXI.  (NOTE--THE OLD RUNWAY 27 IS NOW A
 LK0775'TAXIWAY). TURN LEFT, SOUTH, ON TAXI FOR 0.08 KM (0.05 MI) TO THE END
 LK0775'OF TAXI. PASS AROUND END OF TAXI, THEN TURN RIGHT, WEST, ALONGSIDE
 LK0775'TAXI FOR 0.58 KM (0.36 MI) TO THE STATION ON THE LEFT.
 LK0775'STATION MARK IS A PUNCH HOLE TOP CENTER IN A STEEL ROD ENCASED IN A
 LK0775'PVC PIPE WITH LOGO CAP SET IN A 0.5 M (1.6 FT) CONCRETE POST SET
 LK0775'FLUSH WITH THE GROUND IN THE WIDE GRASS STRIP BETWEEN FENCE AND
 LK0775'RUNWAY.  IT IS 1.7 M (5.6 FT) NORTH OF A FIBERGLASS WITNESS POST AT A
 LK0775'T-FENCE CORNER, 75.1 M (246.4 FT) SOUTH OF THE TAXI CENTER, 21.0 M
 LK0775'(68.9 FT) EAST OF THE CENTER ONE OF THREE BRACED FENCE POSTS AND 59.2
 LK0775'M (194.2 FT) WEST OF THE NORTHWEST CORNER OF A GREEN ELECTRICAL BOX.
 LK0775'DESCRIBED BY G.R.HEID
 LK0775
 LK0775                          STATION RECOVERY (1991)
 LK0775
 LK0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LK0775'THE STATION IS LOCATED AT THE AKRON WASHINGTON COUNTY AIRPORT SOUTH OF
 LK0775'THE OLD RUNWAY AND ABOUT 1600 FT (487.7 M) WEST OF THE EAST END OF THE
 LK0775'MAIN RUNWAY.  IT IS 246.5 FT (75.1 M) SOUTH OF THE CENTER OF THE OLD
 LK0775'RUNWAY, 194.2 FT (59.2 M) WEST OF AN ELECTRICAL BOX ALONG THE FENCE
 LK0775'LINE AND 5.6 FT (1.7 M) NORTH OF A WITNESS POST AT A T-JCT IN THE
 LK0775'FENCE.  THE STATION IS AN NGS 3D ROD MARK UNDER A LOGO CAP STAMPED FAA
 LK0775'AKO A 1991 AND SET FLUSH WITH THE GROUND.
 LK0775
 LK0775                          STATION RECOVERY (1995)
 LK0775
 LK0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 LK0775'RECOVERED AS DESCRIBED.
 LK0775
 LK0775                          STATION RECOVERY (1999)
 LK0775
 LK0775'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 LK0775'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC.  1999 (KCH) THE
 LK0775'STATION IS LOCATED ABOUT 33 KM (20.50 MI) SOUTHEAST OF BRUSH AND 4 KM
 LK0775'(2.50 MI) NORTHWEST OF AKRON, AT THE AKRON-WASHINGTON COUNTY AIRPORT.
 LK0775'IT IS SOUTH OF A CLOSED RUNWAY AND NORTH OF THE AIRPORT PERIMETER
 LK0775'FENCE, IN SECTION 5, T 2 N, R 52 W.  THE AIRPORT IS NOT CONTROLLED.
 LK0775'PERMISSION TO USE THIS STATION MUST BE OBTAINED FROM THE AIRPORT
 LK0775'MANAGER.  CONTACT MR RANDALL HAYES AT POST OFFICE BOX 0, AKRON,
 LK0775'COLORADO, 80720, TELEPHONE 970-345-2397. OWNERSHIP--AKRON-WASHINGTON
 LK0775'COUNTY AIRPORT
 LK0775'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 34 AND STATE
 LK0775'HIGHWAY 63 IN AKRON, GO NORTH, ON HIGHWAY 63 FOR 0.85 MI (1.37 KM) TO
 LK0775'THE SOUTH ENTRANCE TO THE AIRPORT ON THE LEFT.  TURN LEFT, THEN LEFT
 LK0775'AGAIN, THEN RIGHT, WEST, AROUND THE SOUTH SIDE OF A YELLOW HANGER.
 LK0775'TURN RIGHT, NORTH, ALONG THE WEST SIDE OF THE YELLOW HANGER TO THE
 LK0775'CONCRETE APRON.  TURN LEFT, WEST ALONG THE CONCRETE APRON FOR 0.05 MI
 LK0775'(0.08 KM) TO THE SOUTH END OF RUNWAY 11-29.  VEER LEFT, WEST, ON
 LK0775'RUNWAY 11-29 FOR 0.15 MI (0.24 KM) .  TURN LEFT, SOUTH, ACROSS A
 LK0775'GRASSY AREA FOR 0.05 MI (0.08 KM) TO A CLOSED RUNWAY.  TURN RIGHT,
 LK0775'WEST, ALONG THE CLOSED RUNWAY FOR 0.2 MI (0.3 KM) .  TURN LEFT, SOUTH,
 LK0775'FOR 0.05 MI (0.08 KM) TO THE STATION AHEAD
 LK0775'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 LK0775'TO A DEPTH OF 12.5 M (41.0 FT) , ENCASED IN A 1.0 M (3.3 FT) LONG
 LK0775'GREASED PVC PIPE, ENCLOSED IN A PVC PIPE WITH LOGO LID, SURROUNDED BY
 LK0775'A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 75.1 M (246.4 FT)
 LK0775'SOUTH OF THE CLOSED RUNWAY, 59.2 M (194.2 FT) WEST OF THE NORTHWEST
 LK0775'CORNER OF A GREEN ELECTRICAL BOX, 21.0 M (68.9 FT) EAST OF THE CENTER
 LK0775'ONE OF THREE BRACED FENCE POST AND 1.7 M (5.6 FT) NORTH OF A
 LK0775'FIBERGLASS WITNESS POST.  THIS STATION IS DESIGNATED AS A PRIMARY
 LK0775'AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1412 ***********************************************************************
 LL1412  DESIGNATION -  FAA AZ MK
 LL1412  PID         -  LL1412
 LL1412  STATE/COUNTY-  CO/BOULDER
 LL1412  USGS QUAD   -  LONGMONT (1979)
 LL1412
 LL1412                         *CURRENT SURVEY CONTROL
 LL1412  ___________________________________________________________________
 LL1412* NAD 83(1992)-  40 14 22.48420(N)    105 03 54.99486(W)     ADJUSTED  
 LL1412* NAVD 88     -      1571.     (meters)    5154.     (feet)  VERTCON   
 LL1412  ___________________________________________________________________
 LL1412  LAPLACE CORR-         -12.32  (seconds)                    DEFLEC99
 LL1412  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 LL1412
 LL1412  HORZ ORDER  -  SECOND
 LL1412
 LL1412.The horizontal coordinates were established by classical geodetic methods
 LL1412.and adjusted by the National Geodetic Survey in January 1993..
 LL1412.No horizontal observational check was made to the station.
 LL1412
 LL1412.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1412
 LL1412.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1412
 LL1412.The geoid height was determined by GEOID03.
 LL1412
 LL1412;                    North         East     Units Scale Factor Converg.
 LL1412;SPC CO N     -   405,512.197   951,392.751   MT  0.99995686   +0 16 51.2
 LL1412;SPC CO N     - 1,330,417.93  3,121,361.05   sFT  0.99995686   +0 16 51.2
 LL1412;UTM  13      - 4,454,350.733   494,447.552   MT  0.99960038   -0 02 31.8
 LL1412
 LL1412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1412!SPC CO N     -   0.99975625  x   0.99995686  =   0.99971312
 LL1412!UTM  13      -   0.99975625  x   0.99960038  =   0.99935673
 LL1412
 LL1412                          SUPERSEDED SURVEY CONTROL
 LL1412
 LL1412  NAD 83(1986)-  40 14 22.46958(N)    105 03 54.99392(W) AD(       ) 2
 LL1412  NGVD 29 (01/20/89) 1570.     (m)         5151.     (f) VERT ANG       
 LL1412
 LL1412.Superseded values are not recommended for survey control.
 LL1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1412.See file dsdata.txt to determine how the superseded data were derived.
 LL1412
 LL1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE9444854351(NAD 83)
 LL1412_MARKER: DZ = AZIMUTH MARK DISK
 LL1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL1412_MAGNETIC: N = NO MAGNETIC MATERIAL
 LL1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1412+STABILITY: SURFACE MOTION
 LL1412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1412+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2006
 LL1412
 LL1412  HISTORY     - Date     Condition        Report By
 LL1412  HISTORY     - 1985     MONUMENTED       NGS
 LL1412  HISTORY     - 20060617 GOOD             INDIV
 LL1412
 LL1412                          STATION DESCRIPTION
 LL1412
 LL1412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 LL1412'THE STATION IS LOCATED ABOUT 22.5 KM (14 MI) NORTH OF ERIE, 17.7 KM
 LL1412'(11 MI) EAST OF LYONS AND 8.8 KM (5.5 MI) NORTH-NORTHEAST OF
 LL1412'LONGMONT.
 LL1412'OWNERSHIP--ON BOULDER COUNTY ROAD RIGHT-OF-WAY.
 LL1412'
 LL1412'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE HIGHWAY 66
 LL1412'AND U.S. HIGHWAY 287 IN NORTHERN LONGMONT, GO EAST ON STATE HIGHWAY
 LL1412'66 FOR 4.0 KM (2.5 MI) TO AN INTERSECTION, EAST COUNTY LINE ROAD.
 LL1412'TURN LEFT, NORTH, ON EAST COUNTY LINE ROAD FOR 1.6 KM (1.0 MI) TO
 LL1412'THE END OF PAVEMENT.  CONTINUE AHEAD, NORTH, FOR 2.3 KM (1.45 MI)
 LL1412'TO SIDE ROAD LEFT, WASATCH ROAD.  TURN LEFT, WEST, ON WASATCH ROAD,
 LL1412'FOR 0.8 KM (0.5 MI) TO THE AZIMUTH MARK ON THE LEFT.
 LL1412'
 LL1412'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK STAMPED---FAA 1985---SET
 LL1412'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12-IN) IN DIAMETER
 LL1412'FLUSH WITH THE GROUND.  LOCATED 51.2 M (168 FT) WEST FROM THE
 LL1412'CENTER OF A SIDE ROAD GOING SOUTH, 7.9 M (26 FT) SOUTH FROM THE
 LL1412'CENTER OF WASATCH ROAD, 1.1 M (3.5 FT) WEST FROM A WITNESS POST,
 LL1412'0.9 M (3 FT) EAST FROM A POWER POLE.
 LL1412
 LL1412                          STATION RECOVERY (2006)
 LL1412
 LL1412'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (CWD)
 LL1412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3465 ***********************************************************************
 AJ3465  DESIGNATION -  FABER
 AJ3465  PID         -  AJ3465
 AJ3465  STATE/COUNTY-  CO/GARFIELD
 AJ3465  USGS QUAD   -  RULISON (1987)
 AJ3465
 AJ3465                         *CURRENT SURVEY CONTROL
 AJ3465  ___________________________________________________________________
 AJ3465* NAD 83(1992)-  39 28 34.40266(N)    107 59 32.36245(W)     ADJUSTED  
 AJ3465* NAVD 88     -      1580.8    (meters)    5186.     (feet)  GPS OBS   
 AJ3465  ___________________________________________________________________
 AJ3465  X           -  -1,523,162.980 (meters)                     COMP
 AJ3465  Y           -  -4,689,951.762 (meters)                     COMP
 AJ3465  Z           -   4,034,261.045 (meters)                     COMP
 AJ3465  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 AJ3465  ELLIP HEIGHT-        1564.81  (meters)          (12/03/02) GPS OBS
 AJ3465  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 AJ3465
 AJ3465  HORZ ORDER  -  FIRST
 AJ3465  ELLP ORDER  -  FOURTH    CLASS II
 AJ3465
 AJ3465.The horizontal coordinates were established by GPS observations
 AJ3465.and adjusted by the National Geodetic Survey in May 2001..
 AJ3465
 AJ3465.The orthometric height was determined by GPS observations and a
 AJ3465.high-resolution geoid model.
 AJ3465
 AJ3465.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3465
 AJ3465.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3465
 AJ3465.The ellipsoidal height was determined by GPS observations
 AJ3465.and is referenced to NAD 83.
 AJ3465
 AJ3465.The geoid height was determined by GEOID03.
 AJ3465
 AJ3465;                    North         East     Units Scale Factor Converg.
 AJ3465;SPC CO C     -   490,117.309   699,991.646   MT  0.99995730   -1 34 18.8
 AJ3465;SPC CO C     - 1,607,993.20  2,296,555.93   sFT  0.99995730   -1 34 18.8
 AJ3465;UTM  13      - 4,373,900.886   242,612.730   MT  1.00041574   -1 54 12.4
 AJ3465;UTM  12      - 4,373,944.898   758,708.208   MT  1.00042413   +1 54 47.6
 AJ3465
 AJ3465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3465!SPC CO C     -   0.99975456  x   0.99995730  =   0.99971187
 AJ3465!UTM  13      -   0.99975456  x   1.00041574  =   1.00017020
 AJ3465!UTM  12      -   0.99975456  x   1.00042413  =   1.00017859
 AJ3465
 AJ3465                          SUPERSEDED SURVEY CONTROL
 AJ3465
 AJ3465.No superseded survey control is available for this station.
 AJ3465
 AJ3465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD4261373901(NAD 83)
 AJ3465_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ3465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ3465_STAMPING: FABER 2000
 AJ3465_MARK LOGO: NGS   
 AJ3465_PROJECTION: FLUSH
 AJ3465_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3465+STABILITY: SURFACE MOTION
 AJ3465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3465+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2000
 AJ3465
 AJ3465  HISTORY     - Date     Condition        Report By
 AJ3465  HISTORY     - 20001005 MONUMENTED       NGS
 AJ3465
 AJ3465                          STATION DESCRIPTION
 AJ3465
 AJ3465'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 AJ3465'THE STATION IS LOCATED ABOUT 3.7 MI EAST OF PARACHUTE, 3.1 MI
 AJ3465'SOUTHWEST OF RULISON AND 0.25 MI NORTH OF THE COLORADO RIVER, IN
 AJ3465'THE SOUTHWEST 1/4 OF SECTION 34, T 6 S, R 95 W, AT INTERSTATE 70
 AJ3465'MILEPOST 78.0. OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION
 AJ3465'RIGHT-OF-WAY.
 AJ3465' 
 AJ3465'TO REACH THE STATION FROM INTERSTATE 70 AND THE OVERPASS FOR
 AJ3465'EXIT 75, PARACHUTE AND BATTLEMENT MESA EXIT, GO NORTH 0.1 MI TO THE
 AJ3465'INTERSECTION OF THE NORTHERN FRONTAGE ROAD. TURN RIGHT, EAST, ON
 AJ3465'THE NORTHERN FRONTAGE ROAD FOR 3.5 MI TO AN OVERPASS ON
 AJ3465'INTERSTATE 70. CONTINUE AHEAD FOR 0.05 MI TO THE STATION ON THE
 AJ3465'RIGHT NEAR THE SOUTHWEST CORNER OF THE BRIDGE.
 AJ3465' 
 AJ3465'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 0.4 M
 AJ3465'DIAMETER CONCRETE POST, FLUSH WITH THE GROUND. IT IS 22.9 M
 AJ3465'SOUTHEAST FROM THE SOUTHWEST CORNER OF THE OVERPASS, 9.0 M
 AJ3465'SOUTHWEST FROM THE CENTER LINE OF THE FRONTAGE ROAD, 2.5 M
 AJ3465'SOUTHWEST FROM THE END OF THE GUARD RAIL, 0.8 M NORTHEAST FROM A
 AJ3465'WITNESS POST AND ABOUT 0.5 M BELOW THE ACCESS ROAD.
 AJ3465'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0590 ***********************************************************************
 JM0590  DESIGNATION -  FACE
 JM0590  PID         -  JM0590
 JM0590  STATE/COUNTY-  CO/MESA
 JM0590  USGS QUAD   -  GLADE PARK (1969)
 JM0590
 JM0590                         *CURRENT SURVEY CONTROL
 JM0590  ___________________________________________________________________
 JM0590* NAD 83(1992)-  38 55 33.63879(N)    108 42 16.38929(W)     ADJUSTED  
 JM0590* NAVD 88     -      2648.     (meters)    8688.     (feet)  SCALED    
 JM0590  ___________________________________________________________________
 JM0590  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 JM0590  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 JM0590
 JM0590  HORZ ORDER  -  THIRD
 JM0590
 JM0590.The horizontal coordinates were established by classical geodetic methods
 JM0590.and adjusted by the National Geodetic Survey in January 1993..
 JM0590
 JM0590.The orthometric height was scaled from a topographic map.
 JM0590
 JM0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0590
 JM0590.The geoid height was determined by GEOID03.
 JM0590
 JM0590;                    North         East     Units Scale Factor Converg.
 JM0590;SPC CO C     -   430,995.778   636,588.223   MT  0.99994055   -2 01 15.9
 JM0590;SPC CO C     - 1,414,025.31  2,088,539.86   sFT  0.99994055   -2 01 15.9
 JM0590;UTM  12      - 4,311,071.174   698,984.984   MT  1.00008758   +1 26 33.9
 JM0590
 JM0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0590!SPC CO C     -   0.99958723  x   0.99994055  =   0.99952780
 JM0590!UTM  12      -   0.99958723  x   1.00008758  =   0.99967477
 JM0590
 JM0590                          SUPERSEDED SURVEY CONTROL
 JM0590
 JM0590  NAD 83(1986)-  38 55 33.63027(N)    108 42 16.37824(W) AD(       ) 3
 JM0590
 JM0590.Superseded values are not recommended for survey control.
 JM0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0590.See file dsdata.txt to determine how the superseded data were derived.
 JM0590
 JM0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ9898511071(NAD 83)
 JM0590_MARKER: DD = SURVEY DISK
 JM0590_SETTING: 66 = SET IN ROCK OUTCROP
 JM0590_SP_SET: SET IN ROCK OUTCROP
 JM0590_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0590+STABILITY: POSITION/ELEVATION WELL
 JM0590
 JM0590  HISTORY     - Date     Condition        Report By
 JM0590  HISTORY     - 1934     MONUMENTED       USGS
 JM0590
 JM0590                          STATION DESCRIPTION
 JM0590
 JM0590'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 JM0590'ABOUT 5.5 MI. S. AND 2.5 MI. E. OF GLADE PARK POST OFFICE.  STATION
 JM0590'IS ON THE N. RIM OF PINON MESA.
 JM0590'
 JM0590'TO REACH THE POINT BY CAR, SET SPEEDOMETER AT ZERO, AT GLADE PARK POST
 JM0590'OFFICE.  FOLLOW RD. LEADING S., AT TOP OF HILL (MILEAGE 5.35) TAKE
 JM0590'LEFT-HAND RD. FORK.  THIS FORK IS ALSO MARKED BY A SIGN READING
 JM0590'--C.C. AINSWORTH SAWMILL, 4 MI. E.--.  FOLLOW THIS RD. E. 1.3 MI. TO
 JM0590'ABANDONED SHACK.  CONTINUE 0.7 MI. TO POINT WHERE RD. TURNS RIGHT UP
 JM0590'A DRAW.  AT THIS POINT A ROCK RESEMBLING A MANS HEAD CAN BE SEEN ABOUT
 JM0590'1/2 MI. FURTHER E.  FOLLOW RD. 0.9 MI. TO A GATE JUST BEYOND THIS
 JM0590'ROCK.  THE STATION IS AT THE TOP OF THE HILL TO THE RIGHT.
 JM0590'
 JM0590'STATION MARK--A STANDARD USGS BRONZE TABLET SET IN A 2 X 2 X 2 FT.
 JM0590'SANDSTONE ROCK.
 JM0590'
 JM0590'REFERENCE MARK NO. 1--A STANDARD BRONZE REFERENCE TABLET SET IN TOP
 JM0590'OF A 6 IN. X 6 IN. X 3 FT. SANDSTONE ROCK.  ANGLE BETWEEN REFERENCE
 JM0590'MARK NO. 1 AND REFERENCE MARK NO. 2 IS 124 DEGREES 37 MINUTES 35
 JM0590'SECONDS LEFT.  DISTANCE FROM STATION MARK IS 28.37 FT.
 JM0590'
 JM0590'REFERENCE MARK NO. 2--A STANDARD BRONZE REFERENCE TABLET SET IN TOP
 JM0590'OF A 6 IN. X 6 IN. X 3 FT. SANDSTONE ROCK.  ANGLE FROM CHIQUITA IS
 JM0590'37 DEGREES 58 MINUTES 30 SECONDS.  DISTANCE FROM STATION MARK IS
 JM0590'60.75 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0819 ***********************************************************************
 JL0819  DESIGNATION -  FAIR
 JL0819  PID         -  JL0819
 JL0819  STATE/COUNTY-  CO/MONTROSE
 JL0819  USGS QUAD   -  CERRO SUMMIT (1982)
 JL0819
 JL0819                         *CURRENT SURVEY CONTROL
 JL0819  ___________________________________________________________________
 JL0819* NAD 83(1992)-  38 29 59.50999(N)    107 43 29.66877(W)     ADJUSTED  
 JL0819* NAVD 88     -      2171.9    (meters)    7126.     (feet)  VERTCON   
 JL0819  ___________________________________________________________________
 JL0819  LAPLACE CORR-          10.97  (seconds)                    DEFLEC99
 JL0819  GEOID HEIGHT-         -15.84  (meters)                     GEOID03
 JL0819
 JL0819  HORZ ORDER  -  THIRD
 JL0819
 JL0819.The horizontal coordinates were established by classical geodetic methods
 JL0819.and adjusted by the National Geodetic Survey in January 1993..
 JL0819
 JL0819.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0819
 JL0819.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0819
 JL0819.The geoid height was determined by GEOID03.
 JL0819
 JL0819;                    North         East     Units Scale Factor Converg.
 JL0819;SPC CO S     -   510,575.450   720,332.448   MT  1.00001282   -1 21 53.0
 JL0819;SPC CO S     - 1,675,112.96  2,363,290.71   sFT  1.00001282   -1 21 53.0
 JL0819;SPC CO C     -   381,167.204   720,337.817   MT  0.99999057   -1 24 11.6
 JL0819;SPC CO C     - 1,250,546.07  2,363,308.32   sFT  0.99999057   -1 24 11.6
 JL0819;UTM  13      - 4,264,797.385   262,373.019   MT  1.00029543   -1 41 49.5
 JL0819
 JL0819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0819!SPC CO S     -   0.99966182  x   1.00001282  =   0.99967464
 JL0819!SPC CO C     -   0.99966182  x   0.99999057  =   0.99965240
 JL0819!UTM  13      -   0.99966182  x   1.00029543  =   0.99995715
 JL0819
 JL0819:                Primary Azimuth Mark                     Grid Az
 JL0819:SPC CO S     -  LUJANE                                   200 29 24.9
 JL0819:SPC CO C     -  LUJANE                                   200 31 43.5
 JL0819:UTM  13      -  LUJANE                                   200 49 21.4
 JL0819
 JL0819|---------------------------------------------------------------------|
 JL0819| PID    Reference Object                     Distance      Geod. Az  |
 JL0819|                                                           dddmmss.s |
 JL0819| JL0818 LUJANE                              APPROX. 5.2 KM 1990731.9 |
 JL0819|---------------------------------------------------------------------|
 JL0819
 JL0819                          SUPERSEDED SURVEY CONTROL
 JL0819
 JL0819  NAD 83(1986)-  38 29 59.49323(N)    107 43 29.64676(W) AD(       ) 3
 JL0819  NAD 27      -  38 29 59.54644(N)    107 43 27.44173(W) AD(       ) 3
 JL0819  NGVD 29 (07/19/86) 2170.5    (m)         7121.     (f) VERT ANG       
 JL0819
 JL0819.Superseded values are not recommended for survey control.
 JL0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0819.See file dsdata.txt to determine how the superseded data were derived.
 JL0819
 JL0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC6237364797(NAD 83)
 JL0819_MARKER: DD = SURVEY DISK
 JL0819_SETTING: 66 = SET IN ROCK OUTCROP
 JL0819_SP_SET: SET IN ROCK OUTCROP
 JL0819_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0819+STABILITY: POSITION/ELEVATION WELL
 JL0819
 JL0819  HISTORY     - Date     Condition        Report By
 JL0819  HISTORY     - 1951     MONUMENTED       USGS
 JL0819
 JL0819                          STATION DESCRIPTION
 JL0819
 JL0819'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JL0819'STATION IS LOCATED 1.5 MI. N. AND 8 MI. (AIRLINE) E. OF MONTROSE,
 JL0819'COLORADO, ON S. END OF LARGE MESA OVERLOOKING BOSTWICK PARK TO THE N.
 JL0819'
 JL0819'TO REACH FROM THE CORNER OF MAIN AND CASCADE STREETS IN MONTROSE,
 JL0819'WHICH IS ON HIGHWAY 50, DRIVE E. 8.0 MI. TO T-RD. N. LEADING INTO
 JL0819'BLACK CANYON OF THE GUNNISON NATIONAL MONUMENT.  TURN LEFT (N.) 1.0
 JL0819'MI. TO Y-RD., THENCE RIGHT (NE.) 0.5 MI. TO TOP OF MESA AND Y-RD.
 JL0819'TURN RIGHT (E.) 0.3 MI. TO T-RD. S., THENCE S. ABOUT 100 FT. TO LARGE
 JL0819'STORAGE CELLAR.  STATION LIES ABOUT 100 FT. S. OF CELLAR ON TOP OF
 JL0819'RIDGE AT S. END OF LARGE MESA.
 JL0819'
 JL0819'STATION MARK--STANDARD TABLET, STAMPED ---FAIR 1951---, CEMENTED IN
 JL0819'SOLID ROCK.
 JL0819'
 JL0819'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER IN BLAZED CEDAR TREE,
 JL0819'102.30 FT. FROM STATION MARK, S 03 DEG 44 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0436 ***********************************************************************
 KK0436  DESIGNATION -  FAIRMOUNT
 KK0436  PID         -  KK0436
 KK0436  STATE/COUNTY-  CO/DENVER
 KK0436  USGS QUAD   -  ENGLEWOOD (1997)
 KK0436
 KK0436                         *CURRENT SURVEY CONTROL
 KK0436  ___________________________________________________________________
 KK0436* NAD 83(1986)-  39 42 42.     (N)    104 55 45.     (W)     SCALED    
 KK0436* NAVD 88     -      1656.832  (meters)    5435.79   (feet)  POSTED    
 KK0436  ___________________________________________________________________
 KK0436  GEOID HEIGHT-         -17.29  (meters)                     GEOID03
 KK0436  DYNAMIC HT  -        1655.230 (meters)    5430.53  (feet)  COMP
 KK0436  MODELED GRAV-     979,602.8   (mgal)                       NAVD 88
 KK0436
 KK0436  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0436
 KK0436.The horizontal coordinates were scaled from a topographic map and have
 KK0436.an estimated accuracy of +/- 6 seconds.
 KK0436
 KK0436.The orthometric height was determined by differential leveling
 KK0436.and adjusted by the National Geodetic Survey in 1992..
 KK0436.No vertical observational check was made to the station.
 KK0436.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0436.was located on a no-check spur therefore a value was not computed.
 KK0436
 KK0436.The geoid height was determined by GEOID03.
 KK0436
 KK0436.The dynamic height is computed by dividing the NAVD 88
 KK0436.geopotential number by the normal gravity value computed on the
 KK0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0436.degrees latitude (g = 980.6199 gals.).
 KK0436
 KK0436.The modeled gravity was interpolated from observed gravity values.
 KK0436
 KK0436;                    North         East    Units  Estimated Accuracy
 KK0436;SPC CO C     -   513,470.      963,350.      MT  (+/- 180 meters Scaled)
 KK0436
 KK0436                          SUPERSEDED SURVEY CONTROL
 KK0436
 KK0436  NGVD 29 (??/??/92) 1655.908  (m)         5432.76   (f) ADJ UNCH    1 2
 KK0436
 KK0436.Superseded values are not recommended for survey control.
 KK0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0436.See file dsdata.txt to determine how the superseded data were derived.
 KK0436
 KK0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED060957(NAD 83)
 KK0436_MARKER: DD = SURVEY DISK
 KK0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0436_STAMPING: FAIRMOUNT 1936 5433.70
 KK0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0436+STABILITY: SURFACE MOTION
 KK0436
 KK0436  HISTORY     - Date     Condition        Report By
 KK0436  HISTORY     - 1936     MONUMENTED       USGS
 KK0436  HISTORY     - 1939     GOOD             NGS
 KK0436
 KK0436                          STATION DESCRIPTION
 KK0436
 KK0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0436'AT DENVER.
 KK0436'AT DENVER, DENVER COUNTY, 0.2 MILE EAST ALONG ALAMEDA AVENUE
 KK0436'FROM THE JUNCTION OF CHERRY STREET, ABOUT 205 FEET NORTH OF A
 KK0436'POINT 40 FEET EAST OF BENCH MARK 5428.09 (COLO.GEOD.S.) DESCRIBED
 KK0436'BELOW, AND ABOUT 185 FEET NORTH OF THE CENTERLINE OF THE AVENUE.
 KK0436'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED FAIRMOUNT
 KK0436'1936 5433.70 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0437 ***********************************************************************
 KK0437  DESIGNATION -  FAIRMOUNT RM 1
 KK0437  PID         -  KK0437
 KK0437  STATE/COUNTY-  CO/DENVER
 KK0437  USGS QUAD   -  ENGLEWOOD (1997)
 KK0437
 KK0437                         *CURRENT SURVEY CONTROL
 KK0437  ___________________________________________________________________
 KK0437* NAD 83(1986)-  39 42 42.     (N)    104 55 46.     (W)     SCALED    
 KK0437* NAVD 88     -      1655.235  (meters)    5430.55   (feet)  POSTED    
 KK0437  ___________________________________________________________________
 KK0437  GEOID HEIGHT-         -17.29  (meters)                     GEOID03
 KK0437  DYNAMIC HT  -        1653.640 (meters)    5425.32  (feet)  COMP
 KK0437  MODELED GRAV-     979,602.8   (mgal)                       NAVD 88
 KK0437
 KK0437  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0437
 KK0437.The horizontal coordinates were scaled from a topographic map and have
 KK0437.an estimated accuracy of +/- 6 seconds.
 KK0437
 KK0437.The orthometric height was determined by differential leveling
 KK0437.and adjusted by the National Geodetic Survey in 1992..
 KK0437.No vertical observational check was made to the station.
 KK0437.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0437.was located on a no-check spur therefore a value was not computed.
 KK0437
 KK0437.The geoid height was determined by GEOID03.
 KK0437
 KK0437.The dynamic height is computed by dividing the NAVD 88
 KK0437.geopotential number by the normal gravity value computed on the
 KK0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0437.degrees latitude (g = 980.6199 gals.).
 KK0437
 KK0437.The modeled gravity was interpolated from observed gravity values.
 KK0437
 KK0437;                    North         East    Units  Estimated Accuracy
 KK0437;SPC CO C     -   513,470.      963,330.      MT  (+/- 180 meters Scaled)
 KK0437
 KK0437                          SUPERSEDED SURVEY CONTROL
 KK0437
 KK0437  NGVD 29 (??/??/92) 1654.310  (m)         5427.52   (f) ADJ UNCH    1 2
 KK0437
 KK0437.Superseded values are not recommended for survey control.
 KK0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0437.See file dsdata.txt to determine how the superseded data were derived.
 KK0437
 KK0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED060957(NAD 83)
 KK0437_MARKER: DD = SURVEY DISK
 KK0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0437_STAMPING: FAIRMOUNT REF NO 1 1936
 KK0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0437+STABILITY: SURFACE MOTION
 KK0437
 KK0437  HISTORY     - Date     Condition        Report By
 KK0437  HISTORY     - 1936     MONUMENTED       USGS
 KK0437  HISTORY     - 1939     GOOD             NGS
 KK0437
 KK0437                          STATION DESCRIPTION
 KK0437
 KK0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0437'AT DENVER.
 KK0437'AT DENVER, DENVER COUNTY, 0.2 MILE EAST ALONG ALAMEDA AVENUE
 KK0437'FROM THE JUNCTION OF CHERRY STREET, ABOUT 245 FEET WEST OF BENCH
 KK0437'MARK R.M.2 FAIRMOUNT (U.S.G.S.) DESCRIBED BELOW, ABOUT 205 FEET
 KK0437'SOUTH OF A POINT 50 FEET WEST OF BENCH MARK FAIRMOUNT (U S.G.S.)
 KK0437'DESCRIBED ABOVE, 9 FEET WEST OF BENCH MARK 5428.09 (COLO.GEOD.S.)
 KK0437'DESCRIBED BELOW, AND 3 FEET EAST OF A FENCE CORNER.  A UNITED
 KK0437'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED FAIRMOUNT REF.
 KK0437'NO. 1 1936 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0438 ***********************************************************************
 KK0438  DESIGNATION -  FAIRMOUNT RM 2
 KK0438  PID         -  KK0438
 KK0438  STATE/COUNTY-  CO/DENVER
 KK0438  USGS QUAD   -  ENGLEWOOD (1997)
 KK0438
 KK0438                         *CURRENT SURVEY CONTROL
 KK0438  ___________________________________________________________________
 KK0438* NAD 83(1986)-  39 42 42.     (N)    104 55 45.     (W)     SCALED    
 KK0438* NAVD 88     -      1655.906  (meters)    5432.75   (feet)  POSTED    
 KK0438  ___________________________________________________________________
 KK0438  GEOID HEIGHT-         -17.29  (meters)                     GEOID03
 KK0438  DYNAMIC HT  -        1654.310 (meters)    5427.52  (feet)  COMP
 KK0438  MODELED GRAV-     979,602.8   (mgal)                       NAVD 88
 KK0438
 KK0438  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0438
 KK0438.The horizontal coordinates were scaled from a topographic map and have
 KK0438.an estimated accuracy of +/- 6 seconds.
 KK0438
 KK0438.The orthometric height was determined by differential leveling
 KK0438.and adjusted by the National Geodetic Survey in 1992..
 KK0438.No vertical observational check was made to the station.
 KK0438.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0438.was located on a no-check spur therefore a value was not computed.
 KK0438
 KK0438.The geoid height was determined by GEOID03.
 KK0438
 KK0438.The dynamic height is computed by dividing the NAVD 88
 KK0438.geopotential number by the normal gravity value computed on the
 KK0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0438.degrees latitude (g = 980.6199 gals.).
 KK0438
 KK0438.The modeled gravity was interpolated from observed gravity values.
 KK0438
 KK0438;                    North         East    Units  Estimated Accuracy
 KK0438;SPC CO C     -   513,470.      963,350.      MT  (+/- 180 meters Scaled)
 KK0438
 KK0438                          SUPERSEDED SURVEY CONTROL
 KK0438
 KK0438  NGVD 29 (??/??/92) 1654.982  (m)         5429.72   (f) ADJ UNCH    1 2
 KK0438
 KK0438.Superseded values are not recommended for survey control.
 KK0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0438.See file dsdata.txt to determine how the superseded data were derived.
 KK0438
 KK0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED060957(NAD 83)
 KK0438_MARKER: DD = SURVEY DISK
 KK0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0438_STAMPING: FAIRMOUNT REF NO 2 1936
 KK0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0438+STABILITY: SURFACE MOTION
 KK0438
 KK0438  HISTORY     - Date     Condition        Report By
 KK0438  HISTORY     - 1936     MONUMENTED       USGS
 KK0438  HISTORY     - 1939     GOOD             NGS
 KK0438
 KK0438                          STATION DESCRIPTION
 KK0438
 KK0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0438'AT DENVER.
 KK0438'AT DENVER, DENVER COUNTY, 0.2 MILE EAST ALONG ALAMEDA AVENUE FROM
 KK0438'THE JUNCTION OF CHERRY STREET, 245 FEET EAST OF A FENCE CORNER,
 KK0438'236 FEET EAST OF BENCH MARK 5428.09 (COLO.GEOD.S.) DESCRIBED ABOVE,
 KK0438'210 FEET SOUTH OF A POINT ABOUT 195 FEET EAST OF BENCH MARK
 KK0438'FAIRMOUNT (U.S.G.S.) DESCRIBED ABOVE, AND 25 FEET SOUTH OF ALAMEDA
 KK0438'AVENUE.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 KK0438'FAIRMOUNT REF. NO.2 1936 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0888 ***********************************************************************
 KK0888  DESIGNATION -  FAIRPLAY
 KK0888  PID         -  KK0888
 KK0888  STATE/COUNTY-  CO/PARK
 KK0888  USGS QUAD   -  FAIRPLAY EAST (1956)
 KK0888
 KK0888                         *CURRENT SURVEY CONTROL
 KK0888  ___________________________________________________________________
 KK0888* NAD 83(1992)-  39 13 15.75494(N)    105 59 39.71327(W)     ADJUSTED  
 KK0888* NAVD 88     -      3016.382  (meters)    9896.25   (feet)  ADJUSTED  
 KK0888  ___________________________________________________________________
 KK0888  LAPLACE CORR-          -5.63  (seconds)                    DEFLEC99
 KK0888  GEOID HEIGHT-         -13.15  (meters)                     GEOID03
 KK0888  DYNAMIC HT  -        3012.445 (meters)    9883.33  (feet)  COMP
 KK0888  MODELED GRAV-     979,212.3   (mgal)                       NAVD 88
 KK0888
 KK0888  HORZ ORDER  -  SECOND
 KK0888  VERT ORDER  -  FIRST     CLASS II
 KK0888
 KK0888.The horizontal coordinates were established by classical geodetic methods
 KK0888.and adjusted by the National Geodetic Survey in January 1993..
 KK0888
 KK0888.The orthometric height was determined by differential leveling
 KK0888.and adjusted by the National Geodetic Survey in June 1991..
 KK0888
 KK0888.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK0888
 KK0888.The geoid height was determined by GEOID03.
 KK0888
 KK0888.The dynamic height is computed by dividing the NAVD 88
 KK0888.geopotential number by the normal gravity value computed on the
 KK0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0888.degrees latitude (g = 980.6199 gals.).
 KK0888
 KK0888.The modeled gravity was interpolated from observed gravity values.
 KK0888
 KK0888;                    North         East     Units Scale Factor Converg.
 KK0888;SPC CO C     -   458,963.062   871,713.204   MT  0.99993810   -0 18 42.4
 KK0888;SPC CO C     - 1,505,781.31  2,859,945.74   sFT  0.99993810   -0 18 42.4
 KK0888;UTM  13      - 4,341,777.432   414,163.883   MT  0.99969072   -0 37 43.6
 KK0888
 KK0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK0888!SPC CO C     -   0.99952904  x   0.99993810  =   0.99946717
 KK0888!UTM  13      -   0.99952904  x   0.99969072  =   0.99921990
 KK0888
 KK0888:                Primary Azimuth Mark                     Grid Az
 KK0888:SPC CO C     -  FAIRPLAY AZ MK                           178 12 02.2
 KK0888:UTM  13      -  FAIRPLAY AZ MK                           178 31 03.4
 KK0888
 KK0888|---------------------------------------------------------------------|
 KK0888| PID    Reference Object                     Distance      Geod. Az  |
 KK0888|                                                           dddmmss.s |
 KK0888| CP7995 FAIRPLAY AZ MK                                     1775319.8 |
 KK0888| KK0887 FAIRPLAY RM 1                         9.885 METERS 19045     |
 KK0888| CP7996 FAIRPLAY 2 RM 3                       2.589 METERS 23320     |
 KK0888| KK2002 FAIRPLAY 2                            9.882 METERS 25659     |
 KK0888| KK0889 FAIRPLAY RM 2                        25.681 METERS 28803     |
 KK0888|---------------------------------------------------------------------|
 KK0888
 KK0888                          SUPERSEDED SURVEY CONTROL
 KK0888
 KK0888  NAD 83(1986)-  39 13 15.74832(N)    105 59 39.71481(W) AD(       ) 2
 KK0888  NAD 27      -  39 13 15.78300(N)    105 59 37.65200(W) AD(       ) 2
 KK0888  NGVD 29 (??/??/92) 3014.668  (m)         9890.62   (f) ADJ UNCH    1 2
 KK0888
 KK0888.Superseded values are not recommended for survey control.
 KK0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0888.See file dsdata.txt to determine how the superseded data were derived.
 KK0888
 KK0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD1416441777(NAD 83)
 KK0888_MARKER: DS = TRIANGULATION STATION DISK
 KK0888_SETTING: 80 = SET IN A BOULDER
 KK0888_STAMPING: FAIRPLAY 1951
 KK0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0888+STABILITY: SURFACE MOTION
 KK0888
 KK0888  HISTORY     - Date     Condition        Report By
 KK0888  HISTORY     - 1951     MONUMENTED       CGS
 KK0888  HISTORY     - 1951     GOOD             CGS
 KK0888  HISTORY     - 1951     GOOD             NGS
 KK0888  HISTORY     - 1970     SEE DESCRIPTION  NGS
 KK0888
 KK0888                          STATION DESCRIPTION
 KK0888
 KK0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 KK0888'STATION IS LOCATED AT THE SOUTH END OF THE TOWN OF FAIRPLAY
 KK0888'AT THE JUNCTION OF U.S. HIGHWAY 285 AND STATE HIGHWAY 9, ON A
 KK0888'LOW GRAVEL RIDGE THAT IS ABOUT 10 FEET HIGHER THAN THE
 KK0888'HIGHWAY.
 KK0888'
 KK0888'TO REACH THE STATION FROM THE FAIRPLAY HOTEL IN FAIRPLAY, GO
 KK0888'SOUTH FOR 0.4 MILE TO THE JUNCTION OF HIGHWAYS AND THE STATION
 KK0888'ON THE RIGHT.
 KK0888'
 KK0888'STATION MARK, STAMPED FAIRPLAY 1951, IS A STANDARD DISK
 KK0888'CEMENTED IN A DRILL HOLE IN A 18 BY 18 INCH BOULDER THAT
 KK0888'PROJECTS 4 INCHES.  IT IS 23.5 FEET NORTH OF A TELEPHONE POLE
 KK0888'AND ABOUT 300 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION.
 KK0888'
 KK0888'REFERENCE MARK NUMBER 1, STAMPED FAIRPLAY NO 1 1951, IS A
 KK0888'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 12 BY 18 INCH BOULDER
 KK0888'THAT IS FLUSH WITH THE GROUND AND 12 INCHES LOWER IN ELEVATION
 KK0888'THAN THE STATION.
 KK0888'
 KK0888'REFERENCE MARK NUMBER 2, STAMPED FAIRPLAY NO 2 1951, IS A
 KK0888'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 3 BY 4 FOOT BOULDER
 KK0888'THAT PROJECTS 18 INCHES AND IS 2 FEET HIGHER IN ELEVATION
 KK0888'THAN THE STATION.
 KK0888'
 KK0888'AZIMUTH MARK, STAMPED FAIRPLAY 1951, IS A STANDARD DISK CEMENTED
 KK0888'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 2-1/2 FEET.
 KK0888'TO REACH FROM THE STATION, GO SOUTH ON U.S. HIGHWAY 285 FOR
 KK0888'0.9 MILE TO A FORK AND THE JUNCTION OF STATE HIGHWAY 9.  TURN
 KK0888'LEFT ON STATE HIGHWAY 9 AND GO 0.1 MILE TO THE AZIMUTH MARK
 KK0888'175 FEET SOUTHWEST IN A ROCKY OUTCROP IN A GROUP OF TREES.  IT
 KK0888'IS 100 FEET SOUTHWEST OF THE FENCE LINE AND 18 FEET WEST OF
 KK0888'A TRIANGLE BLAZED TREE.
 KK0888'
 KK0888'HEIGHT OF LIGHT ABOVE STATION MARK 1.3 METER
 KK0888
 KK0888                          STATION RECOVERY (1951)
 KK0888
 KK0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 KK0888'0.6 MILE EAST ALONG STATE HIGHWAY 9 FROM THE COUNTY COURTHOUSE
 KK0888'AT FAIRPLAY, AT A JUNCTION WITH U.S. HIGHWAY 285, 201 FEET WEST
 KK0888'OF THE CENTER LINE OF U.S. HIGHWAY 285, 89.2 FEET SOUTH OF
 KK0888'THE CENTER LINE OF STATE HIGHWAY 9, 23.5 FEET NORTH OF A
 KK0888'TELEPHONE POLE, 0.3 FOOT ABOVE THE GROUND, A TRIANGULATION
 KK0888'STATION DISK SET IN THE TOP OF A BOULDER, STAMPED FAIRPLAY 1951.
 KK0888'
 KK0888'FAIRPLAY R.M. 1 IS 192.5 FEET WEST OF THE CENTER LINE OF U.S.
 KK0888'HIGHWAY 285, 121.8 FEET SOUTH OF THE CENTER LINE OF STATE
 KK0888'HIGHWAY 9, 32.6 FEET SOUTH OF TRIANGULATION STATION FAIRPLAY
 KK0888'1951, 9.2 FEET SOUTH OF A TELEPHONE POLE, 1 FOOT ABOVE THE
 KK0888'GROUND, A REFERENCE MARK DISK SET IN THE TOP OF A BOULDER,
 KK0888'STAMPED FAIRPLAY NO 1 1951.
 KK0888'
 KK0888'FAIRPLAY R.M. 2 IS 286.4 FEET WEST OF THE CENTER LINE OF U.S.
 KK0888'HIGHWAY 285, 68.3 FEET SOUTH OF THE CENTER LINE OF STATE
 KK0888'HIGHWAY 9, 84.2 FEET WEST OF TRIANGULATION STATION FAIRPLAY
 KK0888'1951, 91.3 FEET NORTHWEST OF A TELEPHONE POLE, 0.6 FOOT ABOVE
 KK0888'THE GROUND, A REFERENCE MARK DISK SET IN THE TOP OF A BOULDER,
 KK0888'STAMPED FAIRPLAY NO 2 1951.
 KK0888
 KK0888                          STATION RECOVERY (1951)
 KK0888
 KK0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 KK0888'0.6 MI E FROM FAIRPLAY.
 KK0888'0.6 MILE EAST ALONG STATE HIGHWAY 9 FROM THE COUNTY COURTHOUSE
 KK0888'AT FAIRPLAY, AT A JUNCTION WITH U.S. HIGHWAY 285, 201 FEET WEST
 KK0888'OF THE CENTER LINE OF U.S. HIGHWAY 285, 89.2 FEET SOUTH OF THE
 KK0888'CENTER LINE OF STATE HIGHWAY 9, 23.5 FEET NORTH OF A TELEPHONE
 KK0888'POLE, 0.3 FOOT ABOVE THE GROUND, SET IN THE TOP OF A BOULDER.
 KK0888
 KK0888                          STATION RECOVERY (1970)
 KK0888
 KK0888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 KK0888'THE DRILL HOLE IN WHICH THE STATION MARK WAS SET WAS RECOVERED
 KK0888'WITH THE DISK REMOVED.  THE BOULDER WAS NEAR A CUT BANK AND
 KK0888'WAS TILTED OFF POSITION ABOUT 1-1/2 FEET.  REFERENCE MARKS
 KK0888'1 AND 2 WERE RECOVERED, THEY WERE BADLY DISHED UP AROUND THE
 KK0888'EDGES FROM PRYING AND WERE REPAIRED AT THIS TIME.  THE AZIMUTH
 KK0888'MARK WAS RECOVERED IN GOOD CONDITION.  THE STATION WAS
 KK0888'REESTABLISHED ON A TEMPORARY POINT USING THE OLD ANGLES AND
 KK0888'DISTANCES AND WAS MOVED TO A SAFE LOCATION AT THIS TIME.
 KK0888'
 KK0888'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 KK0888'
 KK0888'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FAIRPLAY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2002 ***********************************************************************
 KK2002  DESIGNATION -  FAIRPLAY 2
 KK2002  PID         -  KK2002
 KK2002  STATE/COUNTY-  CO/PARK
 KK2002  USGS QUAD   -  FAIRPLAY EAST (1956)
 KK2002
 KK2002                         *CURRENT SURVEY CONTROL
 KK2002  ___________________________________________________________________
 KK2002* NAD 83(1992)-  39 13 15.68273(N)    105 59 40.11463(W)     ADJUSTED  
 KK2002* NAVD 88     -      3017.     (meters)    9898.     (feet)  SCALED    
 KK2002  ___________________________________________________________________
 KK2002  LAPLACE CORR-          -5.63  (seconds)                    DEFLEC99
 KK2002  GEOID HEIGHT-         -13.15  (meters)                     GEOID03
 KK2002
 KK2002  HORZ ORDER  -  THIRD
 KK2002
 KK2002.The horizontal coordinates were established by classical geodetic methods
 KK2002.and adjusted by the National Geodetic Survey in January 1993..
 KK2002.No horizontal observational check was made to the station.
 KK2002
 KK2002.The orthometric height was scaled from a topographic map.
 KK2002
 KK2002.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2002
 KK2002.The geoid height was determined by GEOID03.
 KK2002
 KK2002;                    North         East     Units Scale Factor Converg.
 KK2002;SPC CO C     -   458,960.888   871,703.565   MT  0.99993810   -0 18 42.7
 KK2002;SPC CO C     - 1,505,774.18  2,859,914.11   sFT  0.99993810   -0 18 42.7
 KK2002;UTM  13      - 4,341,775.312   414,154.235   MT  0.99969074   -0 37 43.9
 KK2002
 KK2002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2002!SPC CO C     -   0.99952899  x   0.99993810  =   0.99946712
 KK2002!UTM  13      -   0.99952899  x   0.99969074  =   0.99921987
 KK2002
 KK2002|---------------------------------------------------------------------|
 KK2002| PID    Reference Object                     Distance      Geod. Az  |
 KK2002|                                                           dddmmss.s |
 KK2002| KK0888 FAIRPLAY                              9.882 METERS 07659     |
 KK2002| CP7996 FAIRPLAY 2 RM 3                       7.868 METERS 08336     |
 KK2002| KK0887 FAIRPLAY RM 1                        10.805 METERS 13350     |
 KK2002| CP7995 FAIRPLAY AZ MK                                     1773418.2 |
 KK2002| KK0889 FAIRPLAY RM 2                        17.958 METERS 30433     |
 KK2002|---------------------------------------------------------------------|
 KK2002
 KK2002                          SUPERSEDED SURVEY CONTROL
 KK2002
 KK2002  NAD 83(1986)-  39 13 15.67611(N)    105 59 40.11617(W) AD(       ) 3
 KK2002  NAD 27      -  39 13 15.71081(N)    105 59 38.05336(W) AD(       ) 3
 KK2002
 KK2002.Superseded values are not recommended for survey control.
 KK2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2002.See file dsdata.txt to determine how the superseded data were derived.
 KK2002
 KK2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD1415441775(NAD 83)
 KK2002_MARKER: DS = TRIANGULATION STATION DISK
 KK2002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK2002_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK2002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK2002+STABILITY: SURFACE MOTION
 KK2002
 KK2002  HISTORY     - Date     Condition        Report By
 KK2002  HISTORY     - 1970     MONUMENTED       NGS
 KK2002  HISTORY     - 20020902 MARK NOT FOUND   GEOCAC
 KK2002
 KK2002                          STATION DESCRIPTION
 KK2002
 KK2002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 KK2002'THE STATION IS LOCATED AT THE SOUTH END OF FAIRPLAY IN THE
 KK2002'ANGLE FORMED BY U.S. HIGHWAY 285 AND STATE HIGHWAY 9.  IT
 KK2002'IS ON TOP OF THE BANK IN THE LEVEL AREA WHICH OVER LOOKS
 KK2002'THE INTERSECTION AND THE SOUTH PLATTE RIVER.
 KK2002'
 KK2002'THE STATION MARK IS A STANDARD DISK STAMPED, FAIRPLAY 2
 KK2002'1970.  IT IS SET IN THE TOP OF A 10 INCH CONCRETE MONUMENT
 KK2002'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 60 FEET SOUTHWEST
 KK2002'OF A HOTEL SIGN, 30 FEET WEST OF A TELEPHONE POLE WITH A
 KK2002'WITNESS SIGN AND 22 FEET SOUTH OF A CUT BANK.
 KK2002'
 KK2002'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, FAIRPLAY NO 1
 KK2002'1951.  IT IS SET IN A DRILL HOLE IN A 12 X 18 INCH BOULDER
 KK2002'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS AT THE WEST
 KK2002'END OF A LOW MOUND BY A TELEPHONE POLE.
 KK2002'
 KK2002'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, FAIRPLAY NO 2 1951.
 KK2002'IT IS SET IN A DRILL HOLE IN THE TOP OF A LARGE ROCK OUTCROP.
 KK2002'THE MARK IS ABOUT 10 FEET WEST OF A CUT BANK.
 KK2002'
 KK2002'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, FAIRPLAY 2 NO 3
 KK2002'1970.  IT IS SET IN THE TOP OF A 12 X 18 INCH BOULDER WHICH
 KK2002'PROJECTS 4 INCHES.  IT IS 17 FEET SOUTHWEST OF TELEPHONE
 KK2002'POLE WITH WITNESS SIGN AND 9 FEET NORTH OF THE CUT BANK.
 KK2002'
 KK2002'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, FAIRPLAY 1951.
 KK2002'IT IS SET IN A DRILL HOLE IN A ROCK OUTCROP.  TO REACH THE
 KK2002'MARK FROM THE STATION GO SOUTH ALONG U.S. 285 FOR 0.9 MILE
 KK2002'TO A FORK.  TURN LEFT FOR 0.1 MILE.  THE MARK IS ABOUT 175
 KK2002'FEET SOUTH OF THIS POINT IN A ROCK OUTCROP BY SEVERAL PINE
 KK2002'TREES.
 KK2002'
 KK2002'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KK2002
 KK2002                          STATION RECOVERY (2002)
 KK2002
 KK2002'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 KK2002'DID NOT FIND THE DISK, BUT FOUND ALL THREE REFERENCE MARKS AND THE
 KK2002'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0887 ***********************************************************************
 KK0887  DESIGNATION -  FAIRPLAY RM 1
 KK0887  PID         -  KK0887
 KK0887  STATE/COUNTY-  CO/PARK
 KK0887  USGS QUAD   -  FAIRPLAY EAST (1956)
 KK0887
 KK0887                         *CURRENT SURVEY CONTROL
 KK0887  ___________________________________________________________________
 KK0887* NAD 83(1986)-  39 13 16.     (N)    105 59 40.     (W)     SCALED    
 KK0887* NAVD 88     -      3016.056  (meters)    9895.18   (feet)  ADJUSTED  
 KK0887  ___________________________________________________________________
 KK0887  GEOID HEIGHT-         -13.15  (meters)                     GEOID03
 KK0887  DYNAMIC HT  -        3012.120 (meters)    9882.26  (feet)  COMP
 KK0887  MODELED GRAV-     979,212.3   (mgal)                       NAVD 88
 KK0887
 KK0887  VERT ORDER  -  FIRST     CLASS II
 KK0887
 KK0887.The horizontal coordinates were scaled from a topographic map and have
 KK0887.an estimated accuracy of +/- 6 seconds.
 KK0887
 KK0887.The orthometric height was determined by differential leveling
 KK0887.and adjusted by the National Geodetic Survey in June 1991..
 KK0887
 KK0887.The geoid height was determined by GEOID03.
 KK0887
 KK0887.The dynamic height is computed by dividing the NAVD 88
 KK0887.geopotential number by the normal gravity value computed on the
 KK0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0887.degrees latitude (g = 980.6199 gals.).
 KK0887
 KK0887.The modeled gravity was interpolated from observed gravity values.
 KK0887
 KK0887;                    North         East    Units  Estimated Accuracy
 KK0887;SPC CO C     -   458,970.      871,710.      MT  (+/- 180 meters Scaled)
 KK0887
 KK0887                          SUPERSEDED SURVEY CONTROL
 KK0887
 KK0887  NGVD 29 (??/??/92) 3014.342  (m)         9889.55   (f) ADJ UNCH    1 2
 KK0887
 KK0887.Superseded values are not recommended for survey control.
 KK0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0887.See file dsdata.txt to determine how the superseded data were derived.
 KK0887
 KK0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD141417(NAD 83)
 KK0887_MARKER: DR = REFERENCE MARK DISK
 KK0887_SETTING: 80 = SET IN A BOULDER
 KK0887_STAMPING: FAIRPLAY NO 1 1951
 KK0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0887+STABILITY: SURFACE MOTION
 KK0887
 KK0887  HISTORY     - Date     Condition        Report By
 KK0887  HISTORY     - 1951     MONUMENTED       CGS
 KK0887  HISTORY     - 1951     GOOD             NGS
 KK0887  HISTORY     - 20020902 GOOD             GEOCAC
 KK0887
 KK0887                          STATION DESCRIPTION
 KK0887
 KK0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0887'0.6 MI E FROM FAIRPLAY.
 KK0887'0.6 MILE EAST ALONG STATE HIGHWAY 9 FROM THE COUNTY COURTHOUSE AT
 KK0887'FAIRPLAY, AT A JUNCTION WITH U.S. HIGHWAY 285, 192.5 FEET WEST OF
 KK0887'THE CENTER LINE OF U.S. HIGHWAY 285, 121.8 FEET SOUTH OF THE
 KK0887'CENTER LINE OF STATE HIGHWAY 9, 32.6 FEET SOUTH OF TRIANGULATION
 KK0887'STATION FAIRPLAY 1951, 9.2 FEET SOUTH OF A TELEPHONE POLE, 1 FOOT
 KK0887'ABOVE THE GROUND, SET IN THE TOP OF A BOULDER.
 KK0887
 KK0887                          STATION RECOVERY (2002)
 KK0887
 KK0887'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 KK0887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0889 ***********************************************************************
 KK0889  DESIGNATION -  FAIRPLAY RM 2
 KK0889  PID         -  KK0889
 KK0889  STATE/COUNTY-  CO/PARK
 KK0889  USGS QUAD   -  FAIRPLAY EAST (1956)
 KK0889
 KK0889                         *CURRENT SURVEY CONTROL
 KK0889  ___________________________________________________________________
 KK0889* NAD 83(1986)-  39 13 15.     (N)    105 59 40.     (W)     SCALED    
 KK0889* NAVD 88     -      3016.744  (meters)    9897.43   (feet)  ADJUSTED  
 KK0889  ___________________________________________________________________
 KK0889  GEOID HEIGHT-         -13.15  (meters)                     GEOID03
 KK0889  DYNAMIC HT  -        3012.808 (meters)    9884.52  (feet)  COMP
 KK0889  MODELED GRAV-     979,212.4   (mgal)                       NAVD 88
 KK0889
 KK0889  VERT ORDER  -  FIRST     CLASS II
 KK0889
 KK0889.The horizontal coordinates were scaled from a topographic map and have
 KK0889.an estimated accuracy of +/- 6 seconds.
 KK0889
 KK0889.The orthometric height was determined by differential leveling
 KK0889.and adjusted by the National Geodetic Survey in June 1991..
 KK0889
 KK0889.The geoid height was determined by GEOID03.
 KK0889
 KK0889.The dynamic height is computed by dividing the NAVD 88
 KK0889.geopotential number by the normal gravity value computed on the
 KK0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0889.degrees latitude (g = 980.6199 gals.).
 KK0889
 KK0889.The modeled gravity was interpolated from observed gravity values.
 KK0889
 KK0889;                    North         East    Units  Estimated Accuracy
 KK0889;SPC CO C     -   458,940.      871,710.      MT  (+/- 180 meters Scaled)
 KK0889
 KK0889                          SUPERSEDED SURVEY CONTROL
 KK0889
 KK0889  NGVD 29 (??/??/92) 3015.031  (m)         9891.81   (f) ADJ UNCH    1 2
 KK0889
 KK0889.Superseded values are not recommended for survey control.
 KK0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0889.See file dsdata.txt to determine how the superseded data were derived.
 KK0889
 KK0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD141417(NAD 83)
 KK0889_MARKER: DR = REFERENCE MARK DISK
 KK0889_SETTING: 80 = SET IN A BOULDER
 KK0889_STAMPING: FAIRPLAY NO 2 1951
 KK0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0889+STABILITY: SURFACE MOTION
 KK0889
 KK0889  HISTORY     - Date     Condition        Report By
 KK0889  HISTORY     - 1951     MONUMENTED       CGS
 KK0889  HISTORY     - 1951     GOOD             NGS
 KK0889  HISTORY     - 20020902 GOOD             GEOCAC
 KK0889
 KK0889                          STATION DESCRIPTION
 KK0889
 KK0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0889'0.6 MI E FROM FAIRPLAY.
 KK0889'0.6 MILE EAST ALONG STATE HIGHWAY 9 FROM THE COUNTY COURTHOUSE AT
 KK0889'FAIRPLAY, 286.4 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 KK0889'285, 68.3 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 9,
 KK0889'84.2 FEET WEST OF TRIANGULATION STATION FAIRPLAY 1951, 91.3 FEET
 KK0889'NORTHWEST OF A TELEPHONE POLE, 0.6 FOOT ABOVE THE GROUND, SET IN
 KK0889'THE TOP OF A BOULDER.
 KK0889
 KK0889                          STATION RECOVERY (2002)
 KK0889
 KK0889'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 KK0889'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0707 ***********************************************************************
 JL0707  DESIGNATION -  FAIRVIEW
 JL0707  PID         -  JL0707
 JL0707  STATE/COUNTY-  CO/GUNNISON
 JL0707  USGS QUAD   -  FAIRVIEW PEAK (1979)
 JL0707
 JL0707                         *CURRENT SURVEY CONTROL
 JL0707  ___________________________________________________________________
 JL0707* NAD 83(1992)-  38 40 59.49069(N)    106 32 12.13065(W)     ADJUSTED  
 JL0707* NAVD 88     -      4029.6    (meters)   13220.     (feet)  VERTCON   
 JL0707  ___________________________________________________________________
 JL0707  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 JL0707  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 JL0707
 JL0707  HORZ ORDER  -  THIRD
 JL0707
 JL0707.The horizontal coordinates were established by classical geodetic methods
 JL0707.and adjusted by the National Geodetic Survey in January 1993..
 JL0707
 JL0707.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0707
 JL0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0707
 JL0707.The geoid height was determined by GEOID03.
 JL0707
 JL0707;                    North         East     Units Scale Factor Converg.
 JL0707;SPC CO C     -   399,655.669   824,202.233   MT  0.99996234   -0 39 13.8
 JL0707;SPC CO C     - 1,311,203.64  2,704,070.16   sFT  0.99996234   -0 39 13.8
 JL0707;UTM  13      - 4,282,741.440   366,339.301   MT  0.99982000   -0 57 38.2
 JL0707
 JL0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0707!SPC CO C     -   0.99937031  x   0.99996234  =   0.99933267
 JL0707!UTM  13      -   0.99937031  x   0.99982000  =   0.99919042
 JL0707
 JL0707:                Primary Azimuth Mark                     Grid Az
 JL0707:SPC CO C     -  FOSSIL ET                                248 12 06.0
 JL0707:UTM  13      -  FOSSIL ET                                248 30 30.4
 JL0707
 JL0707|---------------------------------------------------------------------|
 JL0707| PID    Reference Object                     Distance      Geod. Az  |
 JL0707|                                                           dddmmss.s |
 JL0707| JL0710 FOSSIL ET                           APPROX.14.2 KM 2473252.2 |
 JL0707|---------------------------------------------------------------------|
 JL0707
 JL0707                          SUPERSEDED SURVEY CONTROL
 JL0707
 JL0707  NAD 83(1986)-  38 40 59.49007(N)    106 32 12.14304(W) AD(       ) 3
 JL0707  NAD 27      -  38 40 59.52905(N)    106 32 10.05062(W) AD(       ) 3
 JL0707  NGVD 29 (07/19/86) 4027.6    (m)        13214.     (f) VERT ANG       
 JL0707
 JL0707.Superseded values are not recommended for survey control.
 JL0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0707.See file dsdata.txt to determine how the superseded data were derived.
 JL0707
 JL0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC6633982741(NAD 83)
 JL0707_MARKER: DD = SURVEY DISK
 JL0707_SETTING: 66 = SET IN ROCK OUTCROP
 JL0707_SP_SET: SET IN ROCK OUTCROP
 JL0707_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0707+STABILITY: POSITION/ELEVATION WELL
 JL0707
 JL0707  HISTORY     - Date     Condition        Report By
 JL0707  HISTORY     - 1925     MONUMENTED       USGS
 JL0707
 JL0707                          STATION DESCRIPTION
 JL0707
 JL0707'DESCRIBED BY US GEOLOGICAL SURVEY 1925
 JL0707'ON SUMMIT OF MOUNT FAIRVIEW, ABOUT 6 MI. N. FROM TOWN OF PITKIN AND
 JL0707'CAN BEST BE REACHED BY RD. AND TRAIL FROM THAT TOWN.  ANIMALS CAN
 JL0707'BE TAKEN TO STATION.
 JL0707'
 JL0707'STATION MARK--BRONZE TABLET, CEMENTED IN ROCK.
 JL0707'
 JL0707'REFERENCE MARK--BRONZE REFERENCE TABLET, CEMENTED IN ROCK 39.00 FT.
 JL0707'FROM STATION MARK, S 11 DEG 01 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0730 ***********************************************************************
 JJ0730  DESIGNATION -  FAIRVIEW
 JJ0730  PID         -  JJ0730
 JJ0730  STATE/COUNTY-  CO/CHEYENNE
 JJ0730  USGS QUAD   -  ARAPAHOE NE (1969)
 JJ0730
 JJ0730                         *CURRENT SURVEY CONTROL
 JJ0730  ___________________________________________________________________
 JJ0730* NAD 83(1992)-  38 59 15.91695(N)    102 05 49.73902(W)     ADJUSTED  
 JJ0730* NAVD 88     -      1237.79   (+/-2cm)    4061.0    (feet)  VERTCON   
 JJ0730  ___________________________________________________________________
 JJ0730  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 JJ0730  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 JJ0730
 JJ0730  HORZ ORDER  -  THIRD
 JJ0730  VERT ORDER  -  THIRD ? (See Below)
 JJ0730
 JJ0730.The horizontal coordinates were established by classical geodetic methods
 JJ0730.and adjusted by the National Geodetic Survey in January 1993..
 JJ0730
 JJ0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0730.The vertical order pertains to the NGVD 29 superseded value.
 JJ0730
 JJ0730.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0730
 JJ0730.The geoid height was determined by GEOID03.
 JJ0730
 JJ0730;                    North         East     Units Scale Factor Converg.
 JJ0730;SPC CO C     -   438,470.196 1,209,142.058   MT  0.99993785   +2 08 46.1
 JJ0730;SPC CO C     - 1,438,547.63  3,966,993.57   sFT  0.99993785   +2 08 46.1
 JJ0730;SPC KS N     -    80,676.649    45,150.180   MT  0.99996732   -2 35 32.4
 JJ0730;UTM  13      - 4,319,426.850   751,428.854   MT  1.00037849   +1 49 38.3
 JJ0730
 JJ0730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0730!SPC CO C     -   0.99980949  x   0.99993785  =   0.99974736
 JJ0730!SPC KS N     -   0.99980949  x   0.99996732  =   0.99977682
 JJ0730!UTM  13      -   0.99980949  x   1.00037849  =   1.00018791
 JJ0730
 JJ0730:                Primary Azimuth Mark                     Grid Az
 JJ0730:SPC CO C     -  FAIRVIEW AZ MK                           104 16 57.8
 JJ0730:SPC KS N     -  FAIRVIEW AZ MK                           109 01 16.3
 JJ0730:UTM  13      -  FAIRVIEW AZ MK                           104 36 05.6
 JJ0730
 JJ0730|---------------------------------------------------------------------|
 JJ0730| PID    Reference Object                     Distance      Geod. Az  |
 JJ0730|                                                           dddmmss.s |
 JJ0730| CM8054 FAIRVIEW AZ MK                                     1062543.9 |
 JJ0730| JH0647 WESKAN CLARK GRAIN CO ELEVATOR      APPROX.17.4 KM 1390332.2 |
 JJ0730| JH0649 WESKAN MUNICIPAL STANDPIPE          APPROX.17.7 KM 1392934.5 |
 JJ0730| JH0653 WESKAN GRAIN CO GRAIN ELEVATOR      APPROX.17.3 KM 1393408.4 |
 JJ0730| JH0650 WESKAN CONSOL SCHOOL STACK          APPROX.17.8 KM 1394135.1 |
 JJ0730| CM8055 FAIRVIEW RM 1                        16.513 METERS 26713     |
 JJ0730| KJ0418 MONOTONY                            APPROX.14.0 KM 2890749.7 |
 JJ0730| CM8056 FAIRVIEW RM 2                        20.236 METERS 34503     |
 JJ0730|---------------------------------------------------------------------|
 JJ0730
 JJ0730                          SUPERSEDED SURVEY CONTROL
 JJ0730
 JJ0730  NAD 83(1986)-  38 59 15.91552(N)    102 05 49.73801(W) AD(       ) 3
 JJ0730  NAD 27      -  38 59 15.89812(N)    102 05 48.08390(W) AD(       ) 3
 JJ0730  NGVD 29 (07/19/86) 1237.30   (m)         4059.4    (f) LEVELING    3  
 JJ0730
 JJ0730.Superseded values are not recommended for survey control.
 JJ0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0730.See file dsdata.txt to determine how the superseded data were derived.
 JJ0730
 JJ0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD5142919427(NAD 83)
 JJ0730_MARKER: DS = TRIANGULATION STATION DISK
 JJ0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0730
 JJ0730  HISTORY     - Date     Condition        Report By
 JJ0730  HISTORY     - 1954     MONUMENTED       CGS
 JJ0730  HISTORY     - 1969     GOOD             USGS
 JJ0730
 JJ0730                          STATION DESCRIPTION
 JJ0730
 JJ0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0730'THE STATION IS LOCATED AIRLINE, ABOUT 10 MILES NORTH-NORTHEAST
 JJ0730'OF ARAPAHOE AND ABOUT 11 MILES NORTHWEST OF WESKAN ON THE SOUTH
 JJ0730'SIDE OF AN EAST-WEST DIRT ROAD.
 JJ0730'
 JJ0730'THE STATION IS A STANDARD DISK STAMPED FAIRVIEW 1954 SET
 JJ0730'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 JJ0730'ABOUT 5 INCHES ABOVE THE GROUND.  IT IS 12 FEET NORTHEAST
 JJ0730'OF A WHITE WITNESS POST, 5 FEET NORTH OF AN EAST-WEST
 JJ0730'FENCE LINE AND 33 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD.
 JJ0730'
 JJ0730'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED FAIRVIEW
 JJ0730'NO 1 1954 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JJ0730'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 JJ0730'THE SAME ELEVATION AS THE STATION.  IT IS 1 FOOT NORTH OF AN
 JJ0730'EAST-WEST FENCE LINE AND 37 FEET SOUTH OF THE CENTER LINE
 JJ0730'OF A DIRT ROAD.
 JJ0730'
 JJ0730'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED FAIRVIEW
 JJ0730'NO 2 1954 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 JJ0730'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT 2
 JJ0730'FEET LOWER THAN THE STATION.  IT IS 9 FEET EAST OF A POWER
 JJ0730'LINE POLE AND 30 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD.
 JJ0730'
 JJ0730'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FAIRVIEW 1954
 JJ0730'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 JJ0730'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 2 FEET EAST OF A
 JJ0730'NORTH-SOUTH FENCE LINE, 8 FEET NORTH-NORTHEAST OF A POWER LINE
 JJ0730'POLE AND 31 FEET WEST OF THE CENTER LINE OF A DIRT ROAD.
 JJ0730'
 JJ0730'TO REACH THE STATION FROM THE POST OFFICE IN ARAPAHOE, GO NORTH
 JJ0730'ON A GRAVELED ROAD FOR 0.4 MILE.  TURN LEFT AND GO WEST FOR
 JJ0730'0.35 MILE.  TURN RIGHT AND GO NORTH FOR 3.9 MILES TO A CROSS
 JJ0730'ROAD.  TURN RIGHT AND GO EAST FOR 3.9 MILES TO A CROSS ROAD.
 JJ0730'TURN LEFT AND GO NORTH FOR 2.9 MILES.  TURN RIGHT AND GO EAST
 JJ0730'FOR 1.0 MILE.  TURN LEFT AND GO NORTH FOR 1.8 MILES TO A
 JJ0730'POWER LINE POLE ON THE LEFT, WEST SIDE AND THE AZIMUTH MARK.
 JJ0730'CONTINUE NORTH FOR 0.1 MILE.  TURN LEFT AND GO WEST FOR 0.3
 JJ0730'MILE TO A WHITE WITNESS POST ON THE LEFT, SOUTH SIDE AND
 JJ0730'THE STATION.
 JJ0730
 JJ0730                          STATION RECOVERY (1969)
 JJ0730
 JJ0730'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (EM)
 JJ0730'THE DESCRIPTION GIVEN
 JJ0730'WAS VERIFIED AND REQUIRED NO ADDITIONS OR CORRECTIONS.
 JJ0730'
 JJ0730'THE STATION MARK IS A STANDARD BRONZE USC AND GS DISK STAMPED
 JJ0730'FAIRVIEW 1954, SET IN TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 JJ0730'WHICH PROJECTS ABOUT 5 INCHES ABOVE GROUND.
 JJ0730'
 JJ0730'REFERENCE MARK NO. 1 IS A STANDARD BRONZE USC AND GS DISK
 JJ0730'STAMPED FAIRVIEW NO. 1 1954, SET IN TOP OF A 10 INCH SQUARE
 JJ0730'CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES ABOVE
 JJ0730'GROUND.
 JJ0730'
 JJ0730'REFERENCE MARK NO. 2 IS A STANDARD BRONZE USC AND GS DISK STAMPED
 JJ0730'FAIRVIEW NO. 2 1954, SET IN TOP OF A 10 INCH CONCRETE
 JJ0730'MONUMENT WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.
 JJ0730'
 JJ0730'AZIMUTH MARK NOT SEARCHED FOR.  USC AND GS STATION MONOTONY
 JJ0730'1891 IS VISIBLE FROM GROUND AND WILL SERVE AS THE AZIMUTH MARK.
 JJ0730'
 JJ0730'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1330 ***********************************************************************
 LL1330  DESIGNATION -  FAIRVIEW
 LL1330  PID         -  LL1330
 LL1330  STATE/COUNTY-  CO/BOULDER
 LL1330  USGS QUAD   -  LYONS (1978)
 LL1330
 LL1330                         *CURRENT SURVEY CONTROL
 LL1330  ___________________________________________________________________
 LL1330* NAD 83(1992)-  40 08 09.61413(N)    105 20 59.54626(W)     ADJUSTED  
 LL1330* NAVD 88     -      2609.1    (meters)    8560.     (feet)  VERTCON   
 LL1330  ___________________________________________________________________
 LL1330  LAPLACE CORR-         -24.33  (seconds)                    DEFLEC99
 LL1330  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 LL1330
 LL1330  HORZ ORDER  -  THIRD
 LL1330
 LL1330.The horizontal coordinates were established by classical geodetic methods
 LL1330.and adjusted by the National Geodetic Survey in January 1993..
 LL1330
 LL1330.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1330
 LL1330.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1330
 LL1330.The geoid height was determined by GEOID03.
 LL1330
 LL1330;                    North         East     Units Scale Factor Converg.
 LL1330;SPC CO N     -   393,932.053   927,195.668   MT  0.99995884   +0 05 49.2
 LL1330;SPC CO N     - 1,292,425.41  3,041,974.45   sFT  0.99995884   +0 05 49.2
 LL1330;UTM  13      - 4,442,911.164   470,194.167   MT  0.99961094   -0 13 31.9
 LL1330
 LL1330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1330!SPC CO N     -   0.99959318  x   0.99995884  =   0.99955203
 LL1330!UTM  13      -   0.99959318  x   0.99961094  =   0.99920427
 LL1330
 LL1330:                Primary Azimuth Mark                     Grid Az
 LL1330:SPC CO N     -  HAYSTACK                                 104 19 56.4
 LL1330:UTM  13      -  HAYSTACK                                 104 39 17.5
 LL1330
 LL1330|---------------------------------------------------------------------|
 LL1330| PID    Reference Object                     Distance      Geod. Az  |
 LL1330|                                                           dddmmss.s |
 LL1330| LL1324 HAYSTACK                            APPROX.11.0 KM 1042545.6 |
 LL1330|---------------------------------------------------------------------|
 LL1330
 LL1330                          SUPERSEDED SURVEY CONTROL
 LL1330
 LL1330  NAD 83(1986)-  40 08 09.60580(N)    105 20 59.54122(W) AD(       ) 3
 LL1330  NAD 27      -  40 08 09.65765(N)    105 20 57.57426(W) AD(       ) 3
 LL1330  NGVD 29 (07/19/86) 2607.9    (m)         8556.     (f) VERT ANG       
 LL1330
 LL1330.Superseded values are not recommended for survey control.
 LL1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1330.See file dsdata.txt to determine how the superseded data were derived.
 LL1330
 LL1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE7019442911(NAD 83)
 LL1330_MARKER: DD = SURVEY DISK
 LL1330_SETTING: 66 = SET IN ROCK OUTCROP
 LL1330_SP_SET: SET IN ROCK OUTCROP
 LL1330_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL1330+STABILITY: POSITION/ELEVATION WELL
 LL1330
 LL1330  HISTORY     - Date     Condition        Report By
 LL1330  HISTORY     - 1931     MONUMENTED       USGS
 LL1330
 LL1330                          STATION DESCRIPTION
 LL1330
 LL1330'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 LL1330'STATION IS LOCATED 2.5 MI. (AIRLINE) NW. OF JAMESTOWN, IN SEC. 16,
 LL1330'T 2 N, R 71 W, ON HIGH ROCKY PEAK KNOWN AS FAIRVIEW PEAK, CAN BE
 LL1330'APPROACHED BY RD. VIA JAMESTOWN TO GOLDEN AGE MINE, THENCE ALONG
 LL1330'TOP OF RIDGE TO PEAK.
 LL1330'
 LL1330'STATION MARK--BRONZE TABLET CEMENTED IN SOLID ROCK.
 LL1330'
 LL1330'REFERENCE MARK--BRONZE TABLET WITH ARROW POINTING TOWARD STATION MARK,
 LL1330'16.32 FT. DISTANT, S 82 DEG 54 MIN W, FROM STATION
 LL1330'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0544 ***********************************************************************
 KJ0544  DESIGNATION -  FALCH
 KJ0544  PID         -  KJ0544
 KJ0544  STATE/COUNTY-  CO/LINCOLN
 KJ0544  USGS QUAD   -  LUSTO SPRINGS (1973)
 KJ0544
 KJ0544                         *CURRENT SURVEY CONTROL
 KJ0544  ___________________________________________________________________
 KJ0544* NAD 83(1992)-  39 32 09.42343(N)    103 31 38.90526(W)     ADJUSTED  
 KJ0544* NAVD 88     -      1661.2    (meters)    5450.     (feet)  VERTCON   
 KJ0544  ___________________________________________________________________
 KJ0544  LAPLACE CORR-          -4.85  (seconds)                    DEFLEC99
 KJ0544  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 KJ0544
 KJ0544  HORZ ORDER  -  FIRST
 KJ0544
 KJ0544.The horizontal coordinates were established by classical geodetic methods
 KJ0544.and adjusted by the National Geodetic Survey in January 1993..
 KJ0544
 KJ0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0544
 KJ0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0544
 KJ0544.The geoid height was determined by GEOID03.
 KJ0544
 KJ0544;                    North         East     Units Scale Factor Converg.
 KJ0544;SPC CO C     -   495,647.905 1,083,958.806   MT  0.99996466   +1 14 38.6
 KJ0544;SPC CO C     - 1,626,138.17  3,556,288.18   sFT  0.99996466   +1 14 38.6
 KJ0544;SPC CO N     -   329,183.345 1,083,969.916   MT  1.00003408   +1 16 28.3
 KJ0544;SPC CO N     - 1,079,995.69  3,556,324.63   sFT  1.00003408   +1 16 28.3
 KJ0544;UTM  13      - 4,377,289.629   626,543.784   MT  0.99979716   +0 56 14.9
 KJ0544
 KJ0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0544!SPC CO C     -   0.99974257  x   0.99996466  =   0.99970724
 KJ0544!SPC CO N     -   0.99974257  x   1.00003408  =   0.99977664
 KJ0544!UTM  13      -   0.99974257  x   0.99979716  =   0.99953978
 KJ0544
 KJ0544|---------------------------------------------------------------------|
 KJ0544| PID    Reference Object                     Distance      Geod. Az  |
 KJ0544|                                                           dddmmss.s |
 KJ0544| CP8000 FALCH RM 3                          106.308 METERS 17614     |
 KJ0544| CP7998 FALCH RM 1                          108.960 METERS 17619     |
 KJ0544| KJ0512 LIMON WESTERN UNION MW KAK 22       APPROX.12.0 KM 2322137.7 |
 KJ0544| CP7997 FALCH AZ MK                                        2622048.9 |
 KJ0544| CP7999 FALCH RM 2                          147.341 METERS 27327     |
 KJ0544|---------------------------------------------------------------------|
 KJ0544
 KJ0544                          SUPERSEDED SURVEY CONTROL
 KJ0544
 KJ0544  NAD 83(1986)-  39 32 09.41717(N)    103 31 38.90290(W) AD(       ) 1
 KJ0544  NAD 27      -  39 32 09.46400(N)    103 31 37.09700(W) AD(       ) 1
 KJ0544  NGVD 29 (07/19/86) 1660.4    (m)         5447.     (f) VERT ANG       
 KJ0544
 KJ0544.Superseded values are not recommended for survey control.
 KJ0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0544.See file dsdata.txt to determine how the superseded data were derived.
 KJ0544
 KJ0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD2654477290(NAD 83)
 KJ0544_MARKER: DS = TRIANGULATION STATION DISK
 KJ0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0544
 KJ0544  HISTORY     - Date     Condition        Report By
 KJ0544  HISTORY     - 1934     MONUMENTED       CGS
 KJ0544  HISTORY     - 1968     GOOD             CGS
 KJ0544
 KJ0544                          STATION DESCRIPTION
 KJ0544
 KJ0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 KJ0544'LOCALITY--SOUTHWEST QUARTER SEC. 11, T. 6 S., R. 55 W.  THE
 KJ0544'STATION IS 19 MILES, AIRLINE, NORTH OF GENOA ON A SMALL KNOLL
 KJ0544'IN THE SOUTHWEST CORNER OF A PASTURE, 50 YARDS NORTH OF AN
 KJ0544'EAST-WEST ROAD 75 YARDS EAST OF A NORTH-SOUTH ROAD, 357 FEET
 KJ0544'NORTH OF A RIGHT-OF-WAY FENCE, AND 484 FEET EAST OF A
 KJ0544'RIGHT-OF-WAY FENCE.  THE LAND IS OWNED BY ALBERT FALCH.  THE MARK
 KJ0544'IS PLACED 10 INCHES BELOW THE SURFACE OF THE GROUND.
 KJ0544'
 KJ0544'THE STATION MAY BE REACHED FROM LAST CHANCE BY GOING SOUTH
 KJ0544'ON STATE HIGHWAY 71 FOR 12 MILES.  WHERE STATE HIGHWAY 71
 KJ0544'TURNS WEST, TURN EAST AND GO 2.5 MILES, TURN AND GO SOUTH
 KJ0544'1 MILE, THEN EAST 1 MILE.  TURN SOUTH AND GO 0.5 MILE TO THE
 KJ0544'ALBERT FALCH RANCH ON THE EAST SIDE OF THE ROAD.  PASS THROUGH
 KJ0544'BARNYARD GOING TO THE LEFT OF BARN AND DRIVE 0.5 MILE SOUTH
 KJ0544'TO THE HIGHEST POINT AND STATION IN THE SOUTHWEST CORNER OF
 KJ0544'PASTURE.
 KJ0544'
 KJ0544'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KJ0544'BRONZE DISKS SET AS DESCRIBED.
 KJ0544'
 KJ0544'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, 35 FEET NORTH
 KJ0544'OF THE CENTERLINE OF ROAD, AND 1 FOOT SOUTH OF NORTH RIGHT-OF-WAY
 KJ0544'FENCE.  THE MARK PROJECTS 6 INCHES.
 KJ0544'
 KJ0544'REFERENCE MARK NO. 2 IS WEST OF THE STATION, 36 FEET EAST OF
 KJ0544'CENTERLINE OF ROAD, AND ONE-HALF FOOT EAST OF EAST RIGHT-OF-WAY
 KJ0544'FENCE.  THE MARK PROJECTS 4 INCHES.
 KJ0544'
 KJ0544'AZIMUTH MARK IS WEST-SOUTHWEST OF THE STATION, 35 FEET NORTH
 KJ0544'OF THE CENTERLINE OF ROAD, AND 1 FOOT SOUTH OF NORTH RIGHT-OF-WAY
 KJ0544'FENCE.  THE MARK PROJECTS 4 INCHES.
 KJ0544'
 KJ0544'A 25-FOOT STAND WILL CLEAR ALL LINES.
 KJ0544
 KJ0544                          STATION RECOVERY (1968)
 KJ0544
 KJ0544'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KJ0544'THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 KJ0544'RECOVERED IN GOOD CONDITION.  THE DISTANCE AND DIRECTION TO
 KJ0544'REFERENCE MARK 1 CHECKED, HOWEVER, THE MARK WAS LOOSE AND WAS
 KJ0544'IN THE BURROW PIT OF THE COUNTY ROAD.  REFERENCE MARK 3 WAS SET
 KJ0544'JUST NORTH OF THE NORTH RIGHT-OF-WAY FENCE ALONG THE COUNTY ROAD TO
 KJ0544'REPLACE REFERENCE MARK 1 WHICH WAS DESTROYED THIS DATE.  A
 KJ0544'0.05 FOOT LONGER MEASUREMENT WAS OBTAINED TO REFERENCE MARK 2.
 KJ0544'THE DIRECTION TO REFERENCE MARK 2 CHECKED.  THE AZIMUTH MARK
 KJ0544'APPEARS TO HAVE BEEN MOVED ABOUT 0.15 MILE WEST AND 9 FEET
 KJ0544'NORTH OF ITS ORIGINAL DESCRIBED POSITION AS IT DID NOT CHECK
 KJ0544'THE 1934 VALUES.  THE HORIZONTAL ANGLE WAS 22 MINUTES
 KJ0544'LARGER THAN THE 1934 ANGLE.
 KJ0544'
 KJ0544'THE STATION IS IN THE SOUTHWEST 1/4 SECTION OF SECTION 11,
 KJ0544'T. 6 S., R. 55 W. AND ON PROPERTY OWNED BY MR. MARSHALL
 KJ0544'FALCH.  IT IS ON THE SUMMIT OF A LOW GRASSY KNOLL ABOUT 19 MILES
 KJ0544'NORTH AND 9 MILES EAST OF LIMON, 18 MILES NORTH AND 2 MILES WEST
 KJ0544'OF GENOA, 14 MILES SOUTH AND 3-1/2 MILES EAST OF LAST CHANGE AND
 KJ0544'0.5 MILE SOUTH OF THE MARSHALL FALCH FARM BUILDINGS.
 KJ0544'
 KJ0544'TO REACH THE STATION FROM JUNCTION OF U.S. HIGHWAY 36 AND
 KJ0544'STATE HIGHWAY 71, IN LAST CHANGE, GO SOUTH ON STATE HIGHWAY 71
 KJ0544'FOR 12.1 MILES TO A CROSSROAD AND THE LINCOLN-WASHINGTON COUNTY
 KJ0544'LINE.  TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 2.7 MILES TO
 KJ0544'A T-ROAD.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 1.15
 KJ0544'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON A GRAVELED
 KJ0544'ROAD FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT AND GO SOUTH FOR
 KJ0544'0.4 MILE TO A DRIVEWAY LEFT LEADING TO THE FALCH FARM
 KJ0544'BUILDINGS.  CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.6 MILE
 KJ0544'TO A CROSSROAD AND A WIRE GATE IN THE NORTHEAST ANGLE OF THE
 KJ0544'INTERSECTION.  TURN SHARP LEFT, PASS THROUGH THE WIRE GATE
 KJ0544'AND GO NORTHEAST ACROSS THE PASTURE FOR 0.1 MILE TO THE SUMMIT
 KJ0544'OF A GRASSY KNOLL AND THE STATION MARK.
 KJ0544'
 KJ0544'THE STATION MARK IS A STANDARD DISK STAMPED FALCH 1934, SET IN
 KJ0544'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH IS 1 FOOT
 KJ0544'BELOW THE GROUND SURFACE.  IT IS 484 FEET EAST OF A WIRE FENCE
 KJ0544'AND 349-1/2 FEET NORTH OF A WIRE FENCE.
 KJ0544'
 KJ0544'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FALCH NO 2 1934, SET
 KJ0544'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT PROJECTING 4
 KJ0544'INCHES.  IT IS 78 FEET NORTH OF POWER LINE POLE NUMBER 2, 34
 KJ0544'FEET EAST OF THE CENTER OF A GRAVELED ROAD AND 0.7 FOOT EAST
 KJ0544'OF A WIRE FENCE.
 KJ0544'
 KJ0544'REFERENCE MARK 3 IS A STANDARD DISK STAMPED FALCH 1934 NO 3 1968,
 KJ0544'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KJ0544'PROJECTING 3 INCHES.  IT IS 43.5 FEET NORTH OF THE CENTER OF A
 KJ0544'GRAVELED ROAD, 23 FEET WEST OF POWER LINE POLE NUMBER 13, 4.4
 KJ0544'FEET WEST OF A METAL WITNESS POST AND 0.7 FOOT NORTH OF A WIRE
 KJ0544'FENCE.
 KJ0544'
 KJ0544'TO REACH THE AZIMUTH MARK FROM THE CROSSROAD 0.1 MILE SOUTHWEST
 KJ0544'OF THE STATION, GO WEST ON THE GRAVELED ROAD FOR 0.45 MILE TO THE
 KJ0544'AZIMUTH MARK ON THE RIGHT, NORTH, SIDE OF THE ROAD.
 KJ0544'
 KJ0544'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 KJ0544'FALCH AZIMUTH 1934, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 KJ0544'MONUMENT PROJECTING 1 FOOT.  IT IS 40 FEET NORTH OF THE CENTER
 KJ0544'OF THE GRAVELED ROAD AND 0.5 FOOT NORTH OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1146 ***********************************************************************
 JK1146  DESIGNATION -  FALCON
 JK1146  PID         -  JK1146
 JK1146  STATE/COUNTY-  CO/EL PASO
 JK1146  USGS QUAD   -  FALCON (1975)
 JK1146
 JK1146                         *CURRENT SURVEY CONTROL
 JK1146  ___________________________________________________________________
 JK1146* NAD 83(1992)-  38 54 39.65203(N)    104 36 28.41412(W)     ADJUSTED  
 JK1146* NAVD 88     -      2093.6    (meters)    6869.     (feet)  VERTCON   
 JK1146  ___________________________________________________________________
 JK1146  LAPLACE CORR-          -7.45  (seconds)                    DEFLEC99
 JK1146  GEOID HEIGHT-         -17.83  (meters)                     GEOID03
 JK1146
 JK1146  HORZ ORDER  -  SECOND
 JK1146
 JK1146.The horizontal coordinates were established by classical geodetic methods
 JK1146.and adjusted by the National Geodetic Survey in January 1993..
 JK1146
 JK1146.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1146
 JK1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1146
 JK1146.The geoid height was determined by GEOID03.
 JK1146
 JK1146;                    North         East     Units Scale Factor Converg.
 JK1146;SPC CO C     -   424,810.598   991,772.792   MT  0.99994138   +0 33 45.5
 JK1146;SPC CO C     - 1,393,732.77  3,253,841.24   sFT  0.99994138   +0 33 45.5
 JK1146;UTM  13      - 4,306,974.903   533,995.793   MT  0.99961423   +0 14 46.6
 JK1146
 JK1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1146!SPC CO C     -   0.99967442  x   0.99994138  =   0.99961582
 JK1146!UTM  13      -   0.99967442  x   0.99961423  =   0.99928877
 JK1146
 JK1146:                Primary Azimuth Mark                     Grid Az
 JK1146:SPC CO C     -  FALCON AZ MK                             004 40 31.2
 JK1146:UTM  13      -  FALCON AZ MK                             004 59 30.1
 JK1146
 JK1146|---------------------------------------------------------------------|
 JK1146| PID    Reference Object                     Distance      Geod. Az  |
 JK1146|                                                           dddmmss.s |
 JK1146| CM8057 FALCON AZ MK                                       0051416.7 |
 JK1146| CM8058 FALCON RM 1                          17.814 METERS 09105     |
 JK1146| CM8059 FALCON RM 2                          18.400 METERS 35511     |
 JK1146|---------------------------------------------------------------------|
 JK1146
 JK1146                          SUPERSEDED SURVEY CONTROL
 JK1146
 JK1146  NAD 83(1986)-  38 54 39.64398(N)    104 36 28.40913(W) AD(       ) 2
 JK1146  NAD 27      -  38 54 39.66400(N)    104 36 26.51200(W) AD(       ) 2
 JK1146  NGVD 29 (07/19/86) 2092.5    (m)         6865.     (f) VERT ANG       
 JK1146
 JK1146.Superseded values are not recommended for survey control.
 JK1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1146.See file dsdata.txt to determine how the superseded data were derived.
 JK1146
 JK1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED3399606975(NAD 83)
 JK1146_MARKER: DS = TRIANGULATION STATION DISK
 JK1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1146
 JK1146  HISTORY     - Date     Condition        Report By
 JK1146  HISTORY     - 1953     MONUMENTED       CGS
 JK1146  HISTORY     - 1958     GOOD             CGS
 JK1146  HISTORY     - 1975     GOOD             LOCENG
 JK1146  HISTORY     - 1976     GOOD             NGS
 JK1146  HISTORY     - 19960808 GOOD             USPSQD
 JK1146
 JK1146                          STATION DESCRIPTION
 JK1146
 JK1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 JK1146'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF THE CENTER
 JK1146'OF COLORADO SPRINGS, 1-1/2 MILES SOUTH OF FALCON AND ON A SMALL
 JK1146'KNOLL ON THE WEST RIGHT-OF-WAY OF A NORTH-SOUTH GRAVELED ROAD.
 JK1146'IT IS 0.05 MILE SOUTH OF A CROSSROAD, 34 FEET WEST OF THE
 JK1146'CENTER OF A GRAVELED ROAD, 9 FEET SOUTHEAST OF A POWERLINE POLE
 JK1146'AND 6.5 FEET EAST OF A FENCE LINE.  IT PROJECTS 4 INCHES AND IS
 JK1146'STAMPED FALCON 1953.
 JK1146'
 JK1146'REFERENCE MARK NO. 1 IS 25 FEET EAST OF THE CENTER OF A GRAVELED
 JK1146'ROAD AND 1 FOOT WEST OF A FENCE LINE.  IT PROJECTS 4 INCHES
 JK1146'AND IS STAMPED FALCON NO 1 1953.
 JK1146'
 JK1146'REFERENCE MARK NO. 2 IS 38 FEET WEST OF THE CENTER OF A
 JK1146'GRAVELED ROAD AND 2 FEET EAST OF A FENCE LINE.  IT PROJECTS
 JK1146'6 INCHES AND IS STAMPED FALCON NO 2 1953.
 JK1146'
 JK1146'THE DISTANCE BETWEEN REFERENCE MARKS IS 88.2 FEET.
 JK1146'
 JK1146'THE AZIMUTH MARK IS 0.1 MILE EAST OF A CROSSROAD, 30 FEET
 JK1146'NORTH OF THE CENTER OF A GRAVELED ROAD, 2 FEET NORTHWEST OF
 JK1146'A TELEPHONE POLE AND 0.5 FOOT SOUTH OF A FENCE LINE.  IT
 JK1146'PROJECTS 3 INCHES AND IS STAMPED FALCON 1953.
 JK1146'
 JK1146'TO REACH THE STATION FROM THE CROSSROAD JUST WEST OF THE DEPOT
 JK1146'IN FALCON, GO SOUTH FROM U.S. HIGHWAY 24 ON A GRAVELED ROAD
 JK1146'FOR 0.5 MILE TO A CROSSROAD.  (TURN LEFT AND GO EAST ON A GRAVELED
 JK1146'ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.)
 JK1146'CONTINUE SOUTH FOR 1.05 MILES TO A POWERLINE POLE AND THE
 JK1146'STATION ON THE RIGHT AS DESCRIBED.
 JK1146
 JK1146                          STATION RECOVERY (1958)
 JK1146
 JK1146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WTJ)
 JK1146'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JK1146'
 JK1146'NOTE--THERE IS A USGS STATION BY THIS SAME NAME.
 JK1146
 JK1146                          STATION RECOVERY (1975)
 JK1146
 JK1146'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (KRW)
 JK1146'STATION RECOVERED BY R. KEITH HOOK AND ASSOCIATES
 JK1146'
 JK1146'FALCON 1953-GOOD NEEDS A NEW WITNESS POST
 JK1146'
 JK1146'FALCON NO. 1 1953-GOOD
 JK1146'
 JK1146'FALCON NO. 2 1953-GOOD
 JK1146'
 JK1146'FALCON 1953 (AZIMUTH MARK)-GOOD NEEDS A NEW WITNESS POST
 JK1146'
 JK1146'DESCRIPTION IS ADEQUATE
 JK1146
 JK1146                          STATION RECOVERY (1976)
 JK1146
 JK1146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JK1146'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  HORIZONTAL
 JK1146'ANGLE AND DISTANCES CHECKED SATISFACTORY.
 JK1146'
 JK1146'STATION MARK IS A STANDARD STATION MARK DISK, STAMPED FALCON 1953,
 JK1146'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 3
 JK1146'INCHES.  MARK IS 33 FEET WEST OF MERIDAN ROAD, 7.5 FEET EAST OF A
 JK1146'FENCELINE AND 2.5 FEET NORTH OF A METAL WITNESS POST WITH A
 JK1146'METAL WITNESS SIGN ATTACHED.
 JK1146'
 JK1146'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK,
 JK1146'STAMPED FALCON NO 1 1953, SET IN THE TOP OF A SQUARE CONCRETE
 JK1146'MONUMENT PROJECTING ABOUT 3 INCHES.  MARK IS 38 FEET NORTH OF A
 JK1146'FENCECORNER POST, 31 FEET SOUTH OF A MR. H.L. DOWDELLS DRIVEWAY
 JK1146'AND 30 FEET EAST OF MERIDAN ROAD.
 JK1146'
 JK1146'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK,
 JK1146'STAMPED FALCON NO 2 1953, SET IN THE TOP OF A SQUARE CONCRETE
 JK1146'MONUMENT PROJECTING ABOUT 5 INCHES.  MARK IS 39 FEET WEST OF
 JK1146'MERIDAN ROAD, 24 FEET WEST-NORTHWEST OF MR. H.L. DOWDELLS MAIL
 JK1146'BOX POST AND 1.5 FEET EAST OF A FENCELINE.
 JK1146'
 JK1146'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED FALCON 1953,
 JK1146'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 2
 JK1146'INCHES.  MARK IS 30 FEET NORTH OF FALCON HIGHWAY AND 2 FEET WEST
 JK1146'OF A METAL WITNESS POST.
 JK1146'
 JK1146'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 24 AND MERIDAN
 JK1146'ROAD AT WEST EDGE OF THE SMALL COMMUNITY OF FALCON.  GO SOUTHERLY
 JK1146'ON MERIDAN ROAD (GRAVELED) FOR 0.5 MILE TO FALCON HIGHWAY
 JK1146'(GRAVELED).  AZIMUTH MARK IS 0.15 MILE EAST OF THIS POINT, ON
 JK1146'LEFT, NORTH SIDE OF ROAD.  CONTINUE SOUTH ON MERIDAN ROAD FOR 1.0
 JK1146'MILE TO GARRETT ROAD (GRAVELED CROSSROAD).  CONTINUE STRAIGHT
 JK1146'AHEAD ON MERIDAN ROAD FOR ABOUT 0.05 MILE TO THE STATION MARK
 JK1146'ON THE RIGHT, ON ROAD RIGHT-OF-WAY, AS DESCRIBED.
 JK1146'
 JK1146'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES SOUTH
 JK1146'OF FALCON.
 JK1146
 JK1146                          STATION RECOVERY (1996)
 JK1146
 JK1146'RECOVERY NOTE BY US POWER SQUADRON 1996
 JK1146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1150 ***********************************************************************
 JK1150  DESIGNATION -  FALCON
 JK1150  PID         -  JK1150
 JK1150  STATE/COUNTY-  CO/EL PASO
 JK1150  USGS QUAD   -  FALCON (1975)
 JK1150
 JK1150                         *CURRENT SURVEY CONTROL
 JK1150  ___________________________________________________________________
 JK1150* NAD 83(1992)-  38 58 21.90597(N)    104 37 04.52554(W)     ADJUSTED  
 JK1150* NAVD 88     -      2197.5    (meters)    7210.     (feet)  VERTCON   
 JK1150  ___________________________________________________________________
 JK1150  LAPLACE CORR-          -7.91  (seconds)                    DEFLEC99
 JK1150  GEOID HEIGHT-         -17.60  (meters)                     GEOID03
 JK1150
 JK1150  HORZ ORDER  -  THIRD
 JK1150
 JK1150.The horizontal coordinates were established by classical geodetic methods
 JK1150.and adjusted by the National Geodetic Survey in January 1993..
 JK1150
 JK1150.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1150
 JK1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1150
 JK1150.The geoid height was determined by GEOID03.
 JK1150
 JK1150;                    North         East     Units Scale Factor Converg.
 JK1150;SPC CO C     -   431,655.085   990,836.311   MT  0.99993840   +0 33 22.7
 JK1150;SPC CO C     - 1,416,188.39  3,250,768.80   sFT  0.99993840   +0 33 22.7
 JK1150;UTM  13      - 4,313,822.221   533,097.389   MT  0.99961349   +0 14 25.1
 JK1150
 JK1150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1150!SPC CO C     -   0.99965810  x   0.99993840  =   0.99959652
 JK1150!UTM  13      -   0.99965810  x   0.99961349  =   0.99927172
 JK1150
 JK1150:                Primary Azimuth Mark                     Grid Az
 JK1150:SPC CO C     -  LONGS                                    247 02 17.5
 JK1150:UTM  13      -  LONGS                                    247 21 15.1
 JK1150
 JK1150|---------------------------------------------------------------------|
 JK1150| PID    Reference Object                     Distance      Geod. Az  |
 JK1150|                                                           dddmmss.s |
 JK1150| JK1168 LONGS                               APPROX. 8.8 KM 2473540.2 |
 JK1150|---------------------------------------------------------------------|
 JK1150
 JK1150                          SUPERSEDED SURVEY CONTROL
 JK1150
 JK1150  NAD 83(1986)-  38 58 21.89791(N)    104 37 04.52055(W) AD(       ) 3
 JK1150  NAD 27      -  38 58 21.93111(N)    104 37 02.62298(W) AD(       ) 3
 JK1150  NGVD 29 (07/19/86) 2196.3    (m)         7206.     (f) VERT ANG       
 JK1150
 JK1150.Superseded values are not recommended for survey control.
 JK1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1150.See file dsdata.txt to determine how the superseded data were derived.
 JK1150
 JK1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED3309713822(NAD 83)
 JK1150
 JK1150  HISTORY     - Date     Condition        Report By
 JK1150  HISTORY     - 1947     MONUMENTED       USGS
 JK1150  HISTORY     - 1958     GOOD             USGS
 JK1150
 JK1150                          STATION DESCRIPTION
 JK1150
 JK1150'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 JK1150'STATION IS LOCATED IN SEC. 25, T 12 S, R 65 W.
 JK1150'
 JK1150'TO REACH BY AUTO, TRAVEL N. ON COUNTY RD. 0.2 MI. FROM ITS
 JK1150'INTERSECTION WITH U.S. HIGHWAY 24 AT FALCON, COLORADO, THENCE RIGHT
 JK1150'0.2 MI. TO FORKS, THEN LEFT (N.) 2.1 MI. TO GATE AND FARM RD. ON THE
 JK1150'W., THENCE LEFT (W.) 0.5 MI. TO FENCE.  STATION IS APPROXIMATELY
 JK1150'1,075 FT. NORTHERLY ON TOP OF HIGHEST GRASSY KNOLL IN VICINITY.
 JK1150'
 JK1150'REPORTED TO BE IN GOOD CONDITION.
 JK1150'
 JK1150'STATION MARK--STANDARD TABLET SET IN AN 8 X 8 X 48 IN. CONCRETE POST
 JK1150'PROJECTING 4 IN. ABOVE THE GROUND AND STAMPED ---FALCON 1947---.
 JK1150'
 JK1150'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN AN 8 X 8 X 48
 JK1150'IN. CONCRETE POST PROJECTING 4 IN. ABOVE THE GROUND AND STAMPED
 JK1150'---FALCON R. M. - 1---, DISTANT 63.4 FT., N 46 DEG 41 MIN W.
 JK1150'
 JK1150'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN AN 8 X 8 X 48
 JK1150'IN. CONCRETE POST PROJECTING 4 IN. ABOVE THE GROUND AND STAMPED
 JK1150'---FALCON R. M. - 2---, DISTANT 82.7 FT., N 44 DEG 37 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5120 ***********************************************************************
 AC5120  DESIGNATION -  FARLEY
 AC5120  PID         -  AC5120
 AC5120  STATE/COUNTY-  CO/PUEBLO
 AC5120  USGS QUAD   -  SNOWDEN LAKE (1984)
 AC5120
 AC5120                         *CURRENT SURVEY CONTROL
 AC5120  ___________________________________________________________________
 AC5120* NAD 83(1992)-  37 52 27.05356(N)    104 06 52.39186(W)     ADJUSTED  
 AC5120* NAVD 88     -      1440.0    (meters)    4724.     (feet)  GPS OBS   
 AC5120  ___________________________________________________________________
 AC5120  X           -  -1,229,582.008 (meters)                     COMP
 AC5120  Y           -  -4,889,914.025 (meters)                     COMP
 AC5120  Z           -   3,895,301.214 (meters)                     COMP
 AC5120  LAPLACE CORR-          -6.15  (seconds)                    DEFLEC99
 AC5120  ELLIP HEIGHT-        1419.46  (meters)          (12/03/02) GPS OBS
 AC5120  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 AC5120
 AC5120  HORZ ORDER  -  FIRST
 AC5120  ELLP ORDER  -  FOURTH    CLASS II
 AC5120
 AC5120.The horizontal coordinates were established by GPS observations
 AC5120.and adjusted by the National Geodetic Survey in January 1997..
 AC5120
 AC5120.The orthometric height was determined by GPS observations and a
 AC5120.high-resolution geoid model.
 AC5120
 AC5120.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5120
 AC5120.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5120
 AC5120.The ellipsoidal height was determined by GPS observations
 AC5120.and is referenced to NAD 83.
 AC5120
 AC5120.The geoid height was determined by GEOID03.
 AC5120
 AC5120;                    North         East     Units Scale Factor Converg.
 AC5120;SPC CO S     -   439,719.379 1,036,285.537   MT  0.99994564   +0 50 59.3
 AC5120;SPC CO S     - 1,442,646.00  3,399,880.13   sFT  0.99994564   +0 50 59.3
 AC5120;UTM  13      - 4,192,224.784   577,873.257   MT  0.99967469   +0 32 37.1
 AC5120
 AC5120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5120!SPC CO S     -   0.99977731  x   0.99994564  =   0.99972297
 AC5120!UTM  13      -   0.99977731  x   0.99967469  =   0.99945208
 AC5120
 AC5120                          SUPERSEDED SURVEY CONTROL
 AC5120
 AC5120  ELLIP H (01/17/97) 1419.45   (m)                       GP(       ) 1 1
 AC5120
 AC5120.Superseded values are not recommended for survey control.
 AC5120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5120.See file dsdata.txt to determine how the superseded data were derived.
 AC5120
 AC5120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB7787392225(NAD 83)
 AC5120_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5120_STAMPING: FARLEY 1995
 AC5120_MARK LOGO: NGS   
 AC5120_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC5120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5120+STABILITY: SURFACE MOTION
 AC5120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5120+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5120
 AC5120  HISTORY     - Date     Condition        Report By
 AC5120  HISTORY     - 1995     MONUMENTED       CO-101
 AC5120
 AC5120                          STATION DESCRIPTION
 AC5120
 AC5120'DESCRIBED BY PUEBLO COUNTY COLORADO 1995 (KCH)
 AC5120'THE STATION IS LOCATED IN SOUTHEASTERN PUEBLO COUNTY AT THE
 AC5120'INTERSECTION OF COLORADO STATE HWY 10 AND FLYING A ROAD, ABOUT 38.9 MI
 AC5120'(62.6 KM) SOUTHEAST OF DOWNTOWN PUEBLO, 10.4 MI (16.7 KM) NORTHEAST OF
 AC5120'THE SOUTHEASTERN CORNER OF PUEBLO COUNTY, IN THE SOUTHEAST 1/4 OF THE
 AC5120'NORTHEAST 1/4 OF SEC 16 T25S R60W OF THE 6TH PM. TO REACH THE STATION
 AC5120'FROM THE PUEBLO-OTERO COUNTY BOUNDARY ON STATE HWY 10, GO SOUTHWWEST
 AC5120'ON STATE HWY 10 3.25 MI (5.23 KM) TO THE INTERSECTION WITH FLYING A
 AC5120'ROAD, AT MILE MARKER 39.8. THE STATION IS AT THE NORTHWEST CORNER OF
 AC5120'THE INTERSECTION. THE MARKER IS A STANDARD NGS BRASS HORIZONTAL DISK
 AC5120'SET IN A CYLANDRICAL MASS OF CONCRETE 1.5 FT (0.5 M) IN DIAMETER AND
 AC5120'5.0 FT (1.5 M) DEEP FINISHED FLUSH WITH THE GROUND.  IT IS 7.9 M (25.9
 AC5120'FT) WEST OF A THE CENTER OF A NORTH-SOUTH ROAD, FLYING A ROAD, 42.2 M
 AC5120'(138.5 FT) NORTH OF THE THE CENTERLINE OF A NORTHEAST-SOUTHWEST PAVED
 AC5120'ROAD, STATE HWY 10, 26.3 M (86.3 FT) NORTH OF A FENCE CORNER, 6.7 M
 AC5120'(22.0 FT) SOUTH OF A FENCE CORNER, 10.1 M (33.1 FT) SOUTHWEST OF THE
 AC5120'CENTER OF A CATTLE GUARD, 0.9 M (3.0 FT) EAST OF A NORTH-SOUTH FENCE,
 AC5120'0.7 M (2.3 FT) EAST OF A CARSONITE WITNESS POST, AND LEVEL WITH THE
 AC5120'SURFACE OF THE NORTH-SOUTH GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0568 ***********************************************************************
 LK0568  DESIGNATION -  FARMERS RESET
 LK0568  PID         -  LK0568
 LK0568  STATE/COUNTY-  CO/WASHINGTON
 LK0568  USGS QUAD   -  OTIS SE (1972)
 LK0568
 LK0568                         *CURRENT SURVEY CONTROL
 LK0568  ___________________________________________________________________
 LK0568* NAD 83(1992)-  40 02 43.98086(N)    102 49 32.91124(W)     ADJUSTED  
 LK0568* NAVD 88     -      1338.     (meters)    4390.     (feet)  SCALED    
 LK0568  ___________________________________________________________________
 LK0568  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 LK0568  GEOID HEIGHT-         -21.14  (meters)                     GEOID03
 LK0568
 LK0568  HORZ ORDER  -  FIRST
 LK0568
 LK0568.The horizontal coordinates were established by classical geodetic methods
 LK0568.and adjusted by the National Geodetic Survey in January 1993..
 LK0568
 LK0568.The orthometric height was scaled from a topographic map.
 LK0568
 LK0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0568
 LK0568.The geoid height was determined by GEOID03.
 LK0568
 LK0568;                    North         East     Units Scale Factor Converg.
 LK0568;SPC CO N     -   387,318.641 1,142,566.552   MT  0.99996323   +1 43 40.4
 LK0568;SPC CO N     - 1,270,727.91  3,748,570.43   sFT  0.99996323   +1 43 40.4
 LK0568;UTM  13      - 4,435,077.607   685,472.698   MT  1.00002350   +1 23 57.4
 LK0568
 LK0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0568!SPC CO N     -   0.99979352  x   0.99996323  =   0.99975676
 LK0568!UTM  13      -   0.99979352  x   1.00002350  =   0.99981702
 LK0568
 LK0568:                Primary Azimuth Mark                     Grid Az
 LK0568:SPC CO N     -  FARMERS AZ MK                            045 49 30.0
 LK0568:UTM  13      -  FARMERS AZ MK                            046 09 13.0
 LK0568
 LK0568|---------------------------------------------------------------------|
 LK0568| PID    Reference Object                     Distance      Geod. Az  |
 LK0568|                                                           dddmmss.s |
 LK0568| CP8001 FARMERS AZ MK                                      0473310.4 |
 LK0568| CP8003 FARMERS RM 1                         27.112 METERS 12000     |
 LK0568| CP8004 FARMERS RM 2                         29.493 METERS 19951     |
 LK0568| CP8002 FARMERS AZ MK 2                                    3452119.8 |
 LK0568|---------------------------------------------------------------------|
 LK0568
 LK0568                          SUPERSEDED SURVEY CONTROL
 LK0568
 LK0568  NAD 83(1986)-  40 02 43.97715(N)    102 49 32.90768(W) AD(       ) 1
 LK0568  NAD 27      -  40 02 44.02500(N)    102 49 31.14000(W) AD(       ) 1
 LK0568
 LK0568.Superseded values are not recommended for survey control.
 LK0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0568.See file dsdata.txt to determine how the superseded data were derived.
 LK0568
 LK0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE8547335078(NAD 83)
 LK0568
 LK0568  HISTORY     - Date     Condition        Report By
 LK0568  HISTORY     - 1969     MONUMENTED       CGS
 LK0568
 LK0568                          STATION DESCRIPTION
 LK0568
 LK0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 LK0568'THE SURFACE STATION MARK WAS RECOVERED IN POOR CONDITION.  THE
 LK0568'UNDERGROUND STATION MARK WAS RECOVERED IN GOOD CONDITION, IT WAS
 LK0568'LOWERED AND A NEW SURFACE MARK WAS ESTABLISHED.  REFERENCE MARKS 1
 LK0568'AND 2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE
 LK0568'AZIMUTH MARK IS NO LONGER VISIBLE FROM THE GROUND, DUE TO TREES.
 LK0568'A NEW AZIMUTH MARK 2 WAS ESTABLISHED.  THE OLD AZIMUTH MARK
 LK0568'REMAINS INTACT.  A NEW DESCRIPTION FOLLOWS.
 LK0568'
 LK0568'THE STATION IS LOCATED IN THE NW 1/4 SEC. 23, T. 1 N., R. 49, W. ON
 LK0568'THE PROPERTY OF MR. RAY SEEDORF, 5 MILES SOUTH AND 5 MILES WEST OF
 LK0568'YUMA AND ON THE TOP OF THE HIGHEST SAND HILL IN THE VICINITY.
 LK0568'
 LK0568'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34 AND STATE
 LK0568'HIGHWAY 59 WHICH IS LOCATED IN THE EAST AND SOUTH PART OF YUMA, GO
 LK0568'IN A WESTERLY DIRECTION ON HIGHWAY 34 FOR 6.5 MILES TO A SMALL
 LK0568'CEMETERY ON THE RIGHT.  CONTINUE WEST ON THE HIGHWAY FOR 0.45 MILE
 LK0568'TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A GRAVELED ROAD FOR
 LK0568'5.0 MILES TO A CROSSROAD.  CROSS THE MAIN ROAD AND PASS THROUGH
 LK0568'A WIRE GATE AND CONTINUE SOUTH ON A SANDY TRACK ROAD FOR 0.25 MILE TO
 LK0568'A WIRE GATE.  PASS THROUGH THE GATE AND GO SOUTH FOR 0.4 MILE TO A
 LK0568'FORK.  KEEP LEFT STRAIGHT AHEAD AND GO 0.05 MILE TO A FORK AND
 LK0568'THE AZIMUTH MARK 2 ON THE LEFT.  CONTINUE AHEAD SOUTH FOR 0.25
 LK0568'MILE TO A FENCE CORNER AND A NARROW WIRE GATE.  PASS THROUGH THE
 LK0568'GATE AND GO SOUTH ALONG THE EAST SIDE OF A WIRE FENCE FOR 0.1
 LK0568'MILE, THENCE BEAR LEFT, SOUTHEAST, ACROSS PASTURE LAND THROUGH A
 LK0568'VALLEY FOR ABOUT 1.1 MILES TO A WIRE GATE IN AN EAST-WEST WIRE
 LK0568'FENCE.  PASS THROUGH THE GATE AND GO SOUTHWEST, UPHILL, ON A TRACK
 LK0568'ROAD FOR 0.05 MILE TO THE HIGHEST PART OF THE HILL AND THE
 LK0568'STATION.
 LK0568'
 LK0568'THE STATION MARK IS A STANDARD DISK STAMPED FARMERS 1935 1968, SET
 LK0568'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 LK0568'1 INCH ABOVE THE GROUND.  IT IS 24 FEET WEST OF THE CENTER OF THE
 LK0568'TRACK ROAD.
 LK0568'
 LK0568'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FARMERS NO 1 1935, SET
 LK0568'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 10
 LK0568'INCHES ABOVE THE GROUND.  IT IS 66 FEET SOUTHEAST OF THE CENTER OF
 LK0568'THE TRACK ROAD.
 LK0568'
 LK0568'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FARMERS NO 2 1935, SET
 LK0568'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 5
 LK0568'INCHES ABOVE THE GROUND.  IT IS 6 FEET SOUTHEAST OF THE CENTER OF
 LK0568'THE TRACK ROAD.
 LK0568'
 LK0568'THE AZIMUTH MARK 2 IS A STANDARD DISK STAMPED FARMERS 1935 AZ 2 1968,
 LK0568'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 LK0568'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 26 FEET NORTH OF THE
 LK0568'CENTER OF A TRACK ROAD, 22 FEET EAST OF THE CENTER OF A TRACK ROAD
 LK0568'AND 1.2 FEET SOUTH OF A METAL WITNESS POST.
 LK0568'
 LK0568'HEIGHT OF LIGHT ABOVE STATION MARK 10 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0635 ***********************************************************************
 LM0635  DESIGNATION -  FARWELL
 LM0635  PID         -  LM0635
 LM0635  STATE/COUNTY-  CO/ROUTT
 LM0635  USGS QUAD   -  FARWELL MOUNTAIN (1962)
 LM0635
 LM0635                         *CURRENT SURVEY CONTROL
 LM0635  ___________________________________________________________________
 LM0635* NAD 83(1992)-  40 49 18.59494(N)    106 51 09.95345(W)     ADJUSTED  
 LM0635* NAVD 88     -      3300.4    (meters)   10828.     (feet)  VERTCON   
 LM0635  ___________________________________________________________________
 LM0635  LAPLACE CORR-           6.75  (seconds)                    DEFLEC99
 LM0635  GEOID HEIGHT-         -11.60  (meters)                     GEOID03
 LM0635
 LM0635  HORZ ORDER  -  THIRD
 LM0635
 LM0635.The horizontal coordinates were established by classical geodetic methods
 LM0635.and adjusted by the National Geodetic Survey in January 1993..
 LM0635
 LM0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0635
 LM0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0635
 LM0635.The geoid height was determined by GEOID03.
 LM0635
 LM0635;                    North         East     Units Scale Factor Converg.
 LM0635;SPC CO N     -   470,946.443   800,284.466   MT  1.00000647   -0 52 26.6
 LM0635;SPC CO N     - 1,545,096.79  2,625,599.95   sFT  1.00000647   -0 52 26.6
 LM0635;UTM  13      - 4,520,630.737   343,756.788   MT  0.99990047   -1 12 41.1
 LM0635
 LM0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0635!SPC CO N     -   0.99948437  x   1.00000647  =   0.99949083
 LM0635!UTM  13      -   0.99948437  x   0.99990047  =   0.99938489
 LM0635
 LM0635:                Primary Azimuth Mark                     Grid Az
 LM0635:SPC CO N     -  HAHNS                                    290 37 42.9
 LM0635:UTM  13      -  HAHNS                                    290 57 57.4
 LM0635
 LM0635|---------------------------------------------------------------------|
 LM0635| PID    Reference Object                     Distance      Geod. Az  |
 LM0635|                                                           dddmmss.s |
 LM0635| LM0637 HAHNS                               APPROX. 6.9 KM 2894516.3 |
 LM0635|---------------------------------------------------------------------|
 LM0635
 LM0635                          SUPERSEDED SURVEY CONTROL
 LM0635
 LM0635  NAD 83(1986)-  40 49 18.59398(N)    106 51 09.95021(W) AD(       ) 3
 LM0635  NAD 27      -  40 49 18.69815(N)    106 51 07.78281(W) AD(       ) 3
 LM0635  NGVD 29 (07/19/86) 3299.0    (m)        10823.     (f) VERT ANG       
 LM0635
 LM0635.Superseded values are not recommended for survey control.
 LM0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0635.See file dsdata.txt to determine how the superseded data were derived.
 LM0635
 LM0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF4375720631(NAD 83)
 LM0635_MARKER: DD = SURVEY DISK
 LM0635_SETTING: 66 = SET IN ROCK OUTCROP
 LM0635_SP_SET: SET IN BEDROCK
 LM0635_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LM0635+STABILITY: POSITION/ELEVATION WELL
 LM0635
 LM0635  HISTORY     - Date     Condition        Report By
 LM0635  HISTORY     - 1959     MONUMENTED       USGS
 LM0635
 LM0635                          STATION DESCRIPTION
 LM0635
 LM0635'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LM0635'STATION REACHED FROM POST OFFICE IN CLARK, COLORADO, BY DRIVING N. ON
 LM0635'COLUMBINE ROAD 7.0 MI. TO HAHNS PEAK VILLAGE, PROCEED N. ON COLUMBINE
 LM0635'ROAD, PAST LOG STORE, 0.1 MI. TO STREET RIGHT.  TURN RIGHT AND FOLLOW
 LM0635'STREET TO END, THAN TRACK RD. 3.6 MI. TO FORK.  TURN LEFT, N., ALONG
 LM0635'MAIN RD. AND CLIMB 1.5 MI. TO FORKS.  TAKE LEFT FORK UP HILL AND ALONG
 LM0635'RIDGE IN A SOUTHERLY DIRECTION 2.7 MI. TO SMALL TOP, 100 FT. BEYOND
 LM0635'TOP TURN RIGHT AND FOLLOW DIM TRAIL THROUGH WINDFALLS TO HIGHEST POINT
 LM0635'ON SW. END OF RIDGE AND STATION APPROXIMATELY 1.0 MI.
 LM0635'
 LM0635'STATION MARK--STANDARD TABLET CEMENTED IN BEDROCK AND STAMPED
 LM0635'---FARWELL 1959---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0262 ***********************************************************************
 KM0262  DESIGNATION -  FAWN
 KM0262  PID         -  KM0262
 KM0262  STATE/COUNTY-  CO/RIO BLANCO
 KM0262  USGS QUAD   -  FIGURE FOUR SPRING (1971)
 KM0262
 KM0262                         *CURRENT SURVEY CONTROL
 KM0262  ___________________________________________________________________
 KM0262* NAD 83(1992)-  39 44 44.03086(N)    108 22 47.84071(W)     ADJUSTED  
 KM0262* NAVD 88     -      2286.8    (meters)    7503.     (feet)  VERTCON   
 KM0262  ___________________________________________________________________
 KM0262  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 KM0262  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 KM0262
 KM0262  HORZ ORDER  -  THIRD
 KM0262
 KM0262.The horizontal coordinates were established by classical geodetic methods
 KM0262.and adjusted by the National Geodetic Survey in January 1993..
 KM0262
 KM0262.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0262
 KM0262.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0262
 KM0262.The geoid height was determined by GEOID03.
 KM0262
 KM0262;                    North         East     Units Scale Factor Converg.
 KM0262;SPC CO N     -   354,578.527   667,605.467   MT  0.99999546   -1 51 39.0
 KM0262;SPC CO N     - 1,163,313.05  2,190,302.27   sFT  0.99999546   -1 51 39.0
 KM0262;UTM  12      - 4,402,800.980   724,488.478   MT  1.00022047   +1 40 33.2
 KM0262
 KM0262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0262!SPC CO N     -   0.99964387  x   0.99999546  =   0.99963933
 KM0262!UTM  12      -   0.99964387  x   1.00022047  =   0.99986426
 KM0262
 KM0262:                Primary Azimuth Mark                     Grid Az
 KM0262:SPC CO N     -  BOIES                                    334 21 35.5
 KM0262:UTM  12      -  BOIES                                    330 49 23.3
 KM0262
 KM0262|---------------------------------------------------------------------|
 KM0262| PID    Reference Object                     Distance      Geod. Az  |
 KM0262|                                                           dddmmss.s |
 KM0262| KM0277 BOIES                               APPROX. 5.6 KM 3322956.5 |
 KM0262|---------------------------------------------------------------------|
 KM0262
 KM0262                          SUPERSEDED SURVEY CONTROL
 KM0262
 KM0262  NAD 83(1986)-  39 44 44.02489(N)    108 22 47.83477(W) AD(       ) 3
 KM0262  NAD 27      -  39 44 44.11968(N)    108 22 45.51602(W) AD(       ) 3
 KM0262  NGVD 29 (07/19/86) 2285.5    (m)         7498.     (f) VERT ANG       
 KM0262
 KM0262.Superseded values are not recommended for survey control.
 KM0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0262.See file dsdata.txt to determine how the superseded data were derived.
 KM0262
 KM0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYK2448802801(NAD 83)
 KM0262_MARKER: DD = SURVEY DISK
 KM0262_SETTING: 0 = UNSPECIFIED SETTING
 KM0262_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0262
 KM0262  HISTORY     - Date     Condition        Report By
 KM0262  HISTORY     - 1950     MONUMENTED       USGS
 KM0262
 KM0262                          STATION DESCRIPTION
 KM0262
 KM0262'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KM0262'STATION IS LOCATED ABOUT 25 MI. W. AND 18 MI. S. OF TOWN OF MEEKER,
 KM0262'COLORADO, IN THE CENTER OF A SAGE COVERED CLEARING SURROUNDED BY PINE
 KM0262'TREES.
 KM0262'
 KM0262'TO REACH STATION FROM RIO BLANCO P.O., FOLLOW COLORADO STATE ROAD 326
 KM0262'W. FOR 23.4 MI.  TURN LEFT ON BLACK SULPHUR ROAD, JUST BEFORE REACHING
 KM0262'ROCK SCHOOLHOUSE, AND FOLLOW THIS RD. FOR 1.8 MI.  TURN LEFT PASSING
 KM0262'THROUGH TWO WOOD GATES AND CONTINUE FOR 7.3 MI. TO ANOTHER WOOD GATE.
 KM0262'DRIVE THROUGH THIS GATE, ACROSS SMALL WOOD BRIDGE, AND PAST RANCH
 KM0262'BUILDINGS, THEN UP VALLEY FOR 1.75 MI. TO A WIRE GATE.  PASS THROUGH
 KM0262'THIS GATE AND PROCEED ANOTHER 0.1 MI. ALONG RD.  FROM THIS POINT
 KM0262'CLIMB THE HILL TO THE LEFT (E.) OF RD. FOR ABOUT A HALF MI. TO A
 KM0262'CLEARING IN THE PINE TREES.  STATION IS IN CENTER OF CLEARING, 20
 KM0262'FT. NE. OF LONE PINE TREE.
 KM0262'
 KM0262'STATION MARK--STANDARD TABLET, STAMPED ---R-FAWN 1950---, WELDED IN
 KM0262'AN IRON PIPE, PROTRUDING ABOUT 6 IN. ABOVE GROUND.
 KM0262'
 KM0262'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ7778 ***********************************************************************
 AJ7778  DESIGNATION -  FAZZAN
 AJ7778  PID         -  AJ7778
 AJ7778  STATE/COUNTY-  CO/RIO GRANDE
 AJ7778  USGS QUAD   -  SEVENMILE PLAZA (1964)
 AJ7778
 AJ7778                         *CURRENT SURVEY CONTROL
 AJ7778  ___________________________________________________________________
 AJ7778* NAD 83(1992)-  37 40 06.03807(N)    106 08 56.56207(W)     ADJUSTED  
 AJ7778* NAVD 88     -      2343.1    (meters)    7687.     (feet)  GPS OBS   
 AJ7778  ___________________________________________________________________
 AJ7778  X           -  -1,406,497.074 (meters)                     COMP
 AJ7778  Y           -  -4,857,314.262 (meters)                     COMP
 AJ7778  Z           -   3,877,792.354 (meters)                     COMP
 AJ7778  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 AJ7778  ELLIP HEIGHT-        2326.61  (meters)          (12/03/02) GPS OBS
 AJ7778  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 AJ7778
 AJ7778  HORZ ORDER  -  FIRST
 AJ7778  ELLP ORDER  -  FOURTH    CLASS II
 AJ7778
 AJ7778.The horizontal coordinates were established by GPS observations
 AJ7778.and adjusted by the CO DEPT OF TRANSP in January 2002..
 AJ7778
 AJ7778.The orthometric height was determined by GPS observations and a
 AJ7778.high-resolution geoid model.
 AJ7778
 AJ7778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7778
 AJ7778.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ7778
 AJ7778.The ellipsoidal height was determined by GPS observations
 AJ7778.and is referenced to NAD 83.
 AJ7778
 AJ7778.The geoid height was determined by GEOID03.
 AJ7778
 AJ7778;                    North         East     Units Scale Factor Converg.
 AJ7778;SPC CO S     -   416,169.272   857,142.177   MT  0.99994957   -0 23 53.2
 AJ7778;SPC CO S     - 1,365,382.02  2,812,140.63   sFT  0.99994957   -0 23 53.2
 AJ7778;UTM  13      - 4,169,639.128   398,662.540   MT  0.99972649   -0 42 08.0
 AJ7778
 AJ7778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7778!SPC CO S     -   0.99963504  x   0.99994957  =   0.99958463
 AJ7778!UTM  13      -   0.99963504  x   0.99972649  =   0.99936163
 AJ7778
 AJ7778                          SUPERSEDED SURVEY CONTROL
 AJ7778
 AJ7778.No superseded survey control is available for this station.
 AJ7778
 AJ7778_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB9866369639(NAD 83)
 AJ7778_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AJ7778_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AJ7778_SP_SET: HEADWALL
 AJ7778_STAMPING: FAZZAN 1999
 AJ7778_MARK LOGO: CODOT 
 AJ7778_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ7778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7778+STABILITY: SURFACE MOTION
 AJ7778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7778+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ7778
 AJ7778  HISTORY     - Date     Condition        Report By
 AJ7778  HISTORY     - 1999     MONUMENTED       CODOT
 AJ7778
 AJ7778                          STATION DESCRIPTION
 AJ7778
 AJ7778'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1999 (RNC)
 AJ7778'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) NORTH OF MONTE VISTA, 5.7
 AJ7778'MI (9.2 KM) SOUTH-SOUTHWEST OF CENTER AND 5.55 MI (8.93 KM) SOUTH OF
 AJ7778'THE INTERSECTION OF U.S.  HIGHWAY 285 AND STATE HIGHWAY 112, IN THE
 AJ7778'EAST CENTER OF SECTION 36, T 40 N, R 7 E, AT U.S.  HIGHWAY 285
 AJ7778'MILEPOST 57.3.  OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION
 AJ7778'RIGHT-OF-WAY
 AJ7778'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 285 AND U.
 AJ7778'S.  HIGHWAY 160 IN MONTE VISTA, GO NORTH ON U.S.  HIGHWAY 285 FOR 6.1
 AJ7778'MI (9.8 KM) TO THE STATION ON THE LEFT
 AJ7778'THE MARK IS A CODOT CONTROL DISK SET INTO THE TOP OF THE NORTH END OF
 AJ7778'A CONCRETE HEADWALL OF THE MORE SOUTHERLY OF TWO DIRCHES RUNNING
 AJ7778'EAST-WEST.  IT IS 12.7 M (41.7 FT) SOUTH FROM THE CENTER OF A FARM
 AJ7778'ACCESS ROAD, 11.1 M (36.4 FT) NORTHEAST FROM A WOOD POWER POLE, 9.1 M
 AJ7778'(29.9 FT) WEST FROM THE CENTER LINE OF U.S.  HIGHWAY 285, 1.6 M (5.2
 AJ7778'FT) SOUTHEAST FROM A WITNESS POST AND ABOUT 1 M (3.3 FT) BELOW THE
 AJ7778'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1372 ***********************************************************************
 LL1372  DESIGNATION -  FEATHER
 LL1372  PID         -  LL1372
 LL1372  STATE/COUNTY-  CO/LARIMER
 LL1372  USGS QUAD   -  RED FEATHER LAKES (1967)
 LL1372
 LL1372                         *CURRENT SURVEY CONTROL
 LL1372  ___________________________________________________________________
 LL1372* NAD 83(1992)-  40 47 22.13793(N)    105 34 22.65415(W)     ADJUSTED  
 LL1372* NAVD 88     -      2514.74   (+/-2cm)    8250.4    (feet)  VERTCON   
 LL1372  ___________________________________________________________________
 LL1372  LAPLACE CORR-         -13.62  (seconds)                    DEFLEC99
 LL1372  GEOID HEIGHT-         -11.87  (meters)                     GEOID03
 LL1372
 LL1372  HORZ ORDER  -  THIRD
 LL1372  VERT ORDER  -  THIRD ? (See Below)
 LL1372
 LL1372.The horizontal coordinates were established by classical geodetic methods
 LL1372.and adjusted by the National Geodetic Survey in January 1993..
 LL1372
 LL1372.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1372.The vertical order pertains to the NGVD 29 superseded value.
 LL1372
 LL1372.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1372
 LL1372.The geoid height was determined by GEOID03.
 LL1372
 LL1372;                    North         East     Units Scale Factor Converg.
 LL1372;SPC CO N     -   466,486.117   908,243.874   MT  1.00000100   -0 02 49.7
 LL1372;SPC CO N     - 1,530,463.20  2,979,796.78   sFT  1.00000100   -0 02 49.7
 LL1372;UTM  13      - 4,515,545.980   451,660.120   MT  0.99962876   -0 22 27.5
 LL1372
 LL1372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1372!SPC CO N     -   0.99960754  x   1.00000100  =   0.99960854
 LL1372!UTM  13      -   0.99960754  x   0.99962876  =   0.99923645
 LL1372
 LL1372|---------------------------------------------------------------------|
 LL1372| PID    Reference Object                     Distance      Geod. Az  |
 LL1372|                                                           dddmmss.s |
 LL1372| LL1485 FEATHER RM 1                          8.450 METERS 02045     |
 LL1372| CP8006 FEATHER RM 2                          8.048 METERS 13222     |
 LL1372| CP8005 FEATHER AZ MK                                      2872522.6 |
 LL1372|---------------------------------------------------------------------|
 LL1372
 LL1372                          SUPERSEDED SURVEY CONTROL
 LL1372
 LL1372  NAD 83(1986)-  40 47 22.13317(N)    105 34 22.65341(W) AD(       ) 3
 LL1372  NAD 27      -  40 47 22.20600(N)    105 34 20.67200(W) AD(       ) 3
 LL1372  NGVD 29 (07/19/86) 2513.53   (m)         8246.5    (f) LEVELING    3  
 LL1372
 LL1372.Superseded values are not recommended for survey control.
 LL1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1372.See file dsdata.txt to determine how the superseded data were derived.
 LL1372
 LL1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF5166015546(NAD 83)
 LL1372_MARKER: DS = TRIANGULATION STATION DISK
 LL1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1372+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 LL1372
 LL1372  HISTORY     - Date     Condition        Report By
 LL1372  HISTORY     - 1949     MONUMENTED       CGS
 LL1372  HISTORY     - 1963     GOOD             CGS
 LL1372  HISTORY     - 1967     GOOD             USGS
 LL1372  HISTORY     - 20050217 GOOD             USFS
 LL1372
 LL1372                          STATION DESCRIPTION
 LL1372
 LL1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LL1372'THE STATION IS LOCATED ABOUT 1.0 MILE AIR LINE SOUTHEAST
 LL1372'OF THE RED FEATHER POST OFFICE AND ABOUT 1/4 MILE AIR LINE
 LL1372'SOUTH OF THE RED FEATHER RANGER STATION.  THE STATION IS
 LL1372'APPROXIMATELY 40 FEET LOWER THAN THE TOP OF THE HILL TO THE
 LL1372'NORTHEAST.  THE STATION IS SET 6 FEET NORTH-NORTHEAST OF
 LL1372'A FENCE LINE, 6 FEET SOUTHEAST OF A WHITE WITNESS POST, 15
 LL1372'PACES NORTH-NORTHEAST OF A BLADED ROAD, PROJECTS 4 INCHES
 LL1372'AND IS STAMPED, FEATHER 1949.
 LL1372'
 LL1372'REFERENCE MARK NO. 1 IS APPROXIMATELY 2 FEET HIGHER THAN THE
 LL1372'STATION, PROJECTS 4 INCHES AND IS STAMPED, FEATHER NO 1 1949.
 LL1372'
 LL1372'REFERENCE MARK NO. 2 IS SET 6 FEET NORTH-NORTHEAST OF A FENCE
 LL1372'LINE, APPROXIMATELY THE SAME ELEVATION AS THE STATION, PROJECTS
 LL1372'4 INCHES AND IS STAMPED, FEATHER NO 2 1949.
 LL1372'
 LL1372'THE AZIMUTH MARK IS SET FLUSH IN THE NORTHEAST ABUTMENT OF
 LL1372'A ROCK AND WOOD BRIDGE, 3 FEET NORTH OF A WHITE WITNESS
 LL1372'POST, 4 PACES NORTH OF A BLADED ROAD AND IS STAMPED, FEATHER 1949.
 LL1372'
 LL1372'TO REACH THE STATION FROM THE POST OFFICE AT LIVERMORE, GO
 LL1372'WEST ON A BLADED ROAD FOR 16.9 MILES TO FORK AT OLD LOG CABIN
 LL1372'POST OFFICE.  KEEP THE RIGHT FORK FOR 6.5 MILES TO THE STATION
 LL1372'ON THE RIGHT AS DESCRIBED ABOVE.  TO REACH THE AZIMUTH MARK
 LL1372'FROM THE STATION, CONTINUE WESTERLY ON THE BLADED ROAD FOR
 LL1372'0.05 MILE TO FORK.  KEEP THE LEFT FORK FOR 0.3 MILE TO THE
 LL1372'ROCK AND WOOD BRIDGE AND THE MARK AS DESCRIBED ABOVE.  A
 LL1372'DRIVE STATION.
 LL1372
 LL1372                          STATION RECOVERY (1963)
 LL1372
 LL1372'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AWH)
 LL1372'STATION FOUND AS DESCRIBED.  REFERENCE MARKS NOT SEARCHED
 LL1372'FOR.  AZIMUTH FOUND AND IN GOOD CONDITION.
 LL1372
 LL1372                          STATION RECOVERY (1967)
 LL1372
 LL1372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LL1372'RECOVERED IN GOOD CONDITION.
 LL1372
 LL1372                          STATION RECOVERY (2005)
 LL1372
 LL1372'RECOVERY NOTE BY US FOREST SERVICE 2005 (JAN)
 LL1372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1485 ***********************************************************************
 LL1485  DESIGNATION -  FEATHER RM 1
 LL1485  PID         -  LL1485
 LL1485  STATE/COUNTY-  CO/LARIMER
 LL1485  USGS QUAD   -  RED FEATHER LAKES (1967)
 LL1485
 LL1485                         *CURRENT SURVEY CONTROL
 LL1485  ___________________________________________________________________
 LL1485* NAD 83(1992)-  40 47 22.39411(N)    105 34 22.52649(W)     ADJUSTED  
 LL1485* NAVD 88     -      2515.5    (meters)    8253.     (feet)  GPS OBS   
 LL1485  ___________________________________________________________________
 LL1485  X           -  -1,298,774.577 (meters)                     COMP
 LL1485  Y           -  -4,660,189.123 (meters)                     COMP
 LL1485  Z           -   4,146,392.752 (meters)                     COMP
 LL1485  LAPLACE CORR-         -13.62  (seconds)                    DEFLEC99
 LL1485  ELLIP HEIGHT-        2503.60  (meters)          (12/03/02) GPS OBS
 LL1485  GEOID HEIGHT-         -11.87  (meters)                     GEOID03
 LL1485
 LL1485  HORZ ORDER  -  FIRST
 LL1485  ELLP ORDER  -  FOURTH    CLASS II
 LL1485
 LL1485.The horizontal coordinates were established by GPS observations
 LL1485.and adjusted by the National Geodetic Survey in March 1998..
 LL1485
 LL1485.The orthometric height was determined by GPS observations and a
 LL1485.high-resolution geoid model.
 LL1485
 LL1485.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1485
 LL1485.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1485
 LL1485.The ellipsoidal height was determined by GPS observations
 LL1485.and is referenced to NAD 83.
 LL1485
 LL1485.The geoid height was determined by GEOID03.
 LL1485
 LL1485;                    North         East     Units Scale Factor Converg.
 LL1485;SPC CO N     -   466,494.017   908,246.874   MT  1.00000102   -0 02 49.6
 LL1485;SPC CO N     - 1,530,489.12  2,979,806.62   sFT  1.00000102   -0 02 49.6
 LL1485;UTM  13      - 4,515,553.860   451,663.163   MT  0.99962876   -0 22 27.4
 LL1485
 LL1485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1485!SPC CO N     -   0.99960743  x   1.00000102  =   0.99960845
 LL1485!UTM  13      -   0.99960743  x   0.99962876  =   0.99923634
 LL1485
 LL1485                          SUPERSEDED SURVEY CONTROL
 LL1485
 LL1485  ELLIP H (03/31/98) 2503.62   (m)                       GP(       ) 4 1
 LL1485
 LL1485.Superseded values are not recommended for survey control.
 LL1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1485.See file dsdata.txt to determine how the superseded data were derived.
 LL1485
 LL1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF5166315554(NAD 83)
 LL1485_MARKER: DS = TRIANGULATION STATION DISK
 LL1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1485_STAMPING: FEATHER NO 1 1949
 LL1485_MARK LOGO: CGS   
 LL1485_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1485+STABILITY: SURFACE MOTION
 LL1485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1485+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1997
 LL1485
 LL1485  HISTORY     - Date     Condition        Report By
 LL1485  HISTORY     - 1949     MONUMENTED       CGS
 LL1485  HISTORY     - 19970730 GOOD             NGS
 LL1485
 LL1485                          STATION DESCRIPTION
 LL1485
 LL1485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 LL1485'THE STATION IS LOCATED ABOUT 18.5 MI (29.8 KM) WEST OF THE FORKS, 6.5
 LL1485'MI (10.5 KM) NORTH OF RUSTIC AND 1 MI (1.6 KM) SOUTHEAST OF RED
 LL1485'FEATHER LAKES, IN THE NORTHWEST 1/4 OF SECTION 34, T 10 N, R 73 W, AT
 LL1485'LARIMER COUNTY ROAD 74E MILEPOST 22.97.  OWNERSHIP--COUNTY ROAD
 LL1485'RIGHT-OF-WAY TO REACH THE STATION FROM THE INTERSECTION OF LARIMER
 LL1485'COUNTY ROAD 74E AND DOWDY ROAD (DOWDY LAKE TURN OFF) JUST EAST OF RED
 LL1485'FEATHER LAKES, GO EAST ON COUNTY ROAD 74E FOR 0.05 MI (0.08 KM) TO THE
 LL1485'STATION ON THE LEFT, ABOVE THE ROADCUT THE MARK IS A STANDARD DISK SET
 LL1485'IN SQUARE 30 CM CONCRETE POST PROJECTING 3 CM ABOVE THE GROUND.  IT IS
 LL1485'23.1 M (75.8 FT) NORTH FROM THE CENTER LINE OF COUNTY ROAD 74E, 13.8 M
 LL1485'(45.3 FT) SOUTHWEST FROM A RAIL FENCE, 7.7 M (25.3 FT) NORTH FROM THE
 LL1485'TOP OF A ROADCUT, 0.9 M (3.0 FT) SOUTHEAST FROM A WITNESS POST AND
 LL1485'ABOUT 7 M (23.0 FT) ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3412 ***********************************************************************
 AA3412  DESIGNATION -  FELLHAUER
 AA3412  PID         -  AA3412
 AA3412  STATE/COUNTY-  CO/DOUGLAS
 AA3412  USGS QUAD   -  GREENLAND (1969)
 AA3412
 AA3412                         *CURRENT SURVEY CONTROL
 AA3412  ___________________________________________________________________
 AA3412* NAD 83(1992)-  39 14 46.62833(N)    104 47 32.94181(W)     ADJUSTED  
 AA3412* NAVD 88     -      2137.7    (meters)    7013.     (feet)  GPS OBS   
 AA3412  ___________________________________________________________________
 AA3412  X           -  -1,263,245.854 (meters)                     COMP
 AA3412  Y           -  -4,783,734.511 (meters)                     COMP
 AA3412  Z           -   4,014,870.550 (meters)                     COMP
 AA3412  LAPLACE CORR-          -7.66  (seconds)                    DEFLEC99
 AA3412  ELLIP HEIGHT-        2120.86  (meters)          (12/03/02) GPS OBS
 AA3412  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 AA3412
 AA3412  HORZ ORDER  -  FIRST
 AA3412  ELLP ORDER  -  FOURTH    CLASS II
 AA3412
 AA3412.The horizontal coordinates were established by GPS observations
 AA3412.and adjusted by the National Geodetic Survey in December 1994..
 AA3412
 AA3412.The orthometric height was determined by GPS observations and a
 AA3412.high-resolution geoid model.
 AA3412
 AA3412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3412
 AA3412.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3412
 AA3412.The ellipsoidal height was determined by GPS observations
 AA3412.and is referenced to NAD 83.
 AA3412
 AA3412.The geoid height was determined by GEOID03.
 AA3412
 AA3412;                    North         East     Units Scale Factor Converg.
 AA3412;SPC CO C     -   461,886.990   975,474.031   MT  0.99993911   +0 26 46.4
 AA3412;SPC CO C     - 1,515,374.23  3,200,367.72   sFT  0.99993911   +0 26 46.4
 AA3412;UTM  13      - 4,344,128.261   517,906.735   MT  0.99960395   +0 07 52.6
 AA3412
 AA3412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3412!SPC CO C     -   0.99966737  x   0.99993911  =   0.99960650
 AA3412!UTM  13      -   0.99966737  x   0.99960395  =   0.99927145
 AA3412
 AA3412                          SUPERSEDED SURVEY CONTROL
 AA3412
 AA3412  ELLIP H (12/14/94) 2120.88   (m)                       GP(       ) 3 1
 AA3412
 AA3412.Superseded values are not recommended for survey control.
 AA3412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3412.See file dsdata.txt to determine how the superseded data were derived.
 AA3412
 AA3412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED1790744128(NAD 83)
 AA3412_MARKER: DD = SURVEY DISK
 AA3412_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA3412_STAMPING: FELLHAUER
 AA3412_MARK LOGO: DCGIS 
 AA3412_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA3412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3412+STABILITY: SURFACE MOTION
 AA3412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3412+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3412
 AA3412  HISTORY     - Date     Condition        Report By
 AA3412  HISTORY     - 1993     MONUMENTED       MSAM
 AA3412
 AA3412                          STATION DESCRIPTION
 AA3412
 AA3412'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1993 (KCH)
 AA3412'THE STATION IS LOCATED ABOUT 10 MILES (16.1 KM) SOUTHEAST OF CASTLE
 AA3412'ROCK, COLORADO, ON THE SOUTH SIDE OF EAST UPPER LAKE GULCH ROAD, IN
 AA3412'SECTION 21, TOWNSHIP 9 SOUTH, RANGE 66 WEST OF THE 6TH P.M.,
 AA3412'OWNERSHIP-- DOUGLAS COUNTY. TO REACH THE STATION FROM THE INTERCHANGE
 AA3412'OF INTERSTATE 25 AND UPPER LAKE GULCH ROAD EXIT---, GO EAST ON UPPER
 AA3412'LAKE GULCH ROAD FOR 4.9 MILES (7.9 KM) TO THE STATION OF THE SOUTH.
 AA3412'THE STATION IS A BRASS DISK SET IN CONCRETE, FLUSH WITH THE GROUND,
 AA3412'2.4 FEET (0.7 M) SOUTH OF A DOUGLAS COUNTY FIBERGLASS WITNESS POST, 34
 AA3412'FEET (10.4 M) SOUTH OF THE CENTERLINE OF SOUTH LAKE GULCH ROAD, 36.5
 AA3412'WEST OF THE CENTERLINE OF A FIELD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0381 ***********************************************************************
 JM0381  DESIGNATION -  FENCE
 JM0381  PID         -  JM0381
 JM0381  STATE/COUNTY-  CO/MONTROSE
 JM0381  USGS QUAD   -  HOOVERS CORNER (1962)
 JM0381
 JM0381                         *CURRENT SURVEY CONTROL
 JM0381  ___________________________________________________________________
 JM0381* NAD 83(1992)-  38 37 17.05070(N)    108 00 10.41253(W)     ADJUSTED  
 JM0381* NAVD 88     -      1640.2    (meters)    5381.     (feet)  VERTCON   
 JM0381  ___________________________________________________________________
 JM0381  LAPLACE CORR-           2.21  (seconds)                    DEFLEC99
 JM0381  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 JM0381
 JM0381  HORZ ORDER  -  THIRD
 JM0381
 JM0381.The horizontal coordinates were established by classical geodetic methods
 JM0381.and adjusted by the National Geodetic Survey in January 1993..
 JM0381
 JM0381.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0381
 JM0381.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0381
 JM0381.The geoid height was determined by GEOID03.
 JM0381
 JM0381;                    North         East     Units Scale Factor Converg.
 JM0381;SPC CO S     -   524,676.272   696,451.990   MT  1.00003974   -1 32 06.8
 JM0381;SPC CO S     - 1,721,375.40  2,284,942.90   sFT  1.00003974   -1 32 06.8
 JM0381;SPC CO C     -   395,284.434   696,468.525   MT  0.99997072   -1 34 42.8
 JM0381;SPC CO C     - 1,296,862.35  2,284,997.15   sFT  0.99997072   -1 34 42.8
 JM0381;UTM  12      - 4,279,026.470   760,928.694   MT  1.00043851   +1 52 18.4
 JM0381;UTM  13      - 4,279,042.948   238,567.583   MT  1.00044175   -1 52 31.4
 JM0381
 JM0381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0381!SPC CO S     -   0.99974535  x   1.00003974  =   0.99978508
 JM0381!SPC CO C     -   0.99974535  x   0.99997072  =   0.99971608
 JM0381!UTM  12      -   0.99974535  x   1.00043851  =   1.00018375
 JM0381!UTM  13      -   0.99974535  x   1.00044175  =   1.00018699
 JM0381
 JM0381:                Primary Azimuth Mark                     Grid Az
 JM0381:SPC CO S     -  DITCH                                    349 30 18.3
 JM0381:SPC CO C     -  DITCH                                    349 32 54.3
 JM0381:UTM  12      -  DITCH                                    346 05 53.1
 JM0381:UTM  13      -  DITCH                                    349 50 42.9
 JM0381
 JM0381|---------------------------------------------------------------------|
 JM0381| PID    Reference Object                     Distance      Geod. Az  |
 JM0381|                                                           dddmmss.s |
 JM0381| JM0379 DITCH                               APPROX. 3.2 KM 3475811.5 |
 JM0381|---------------------------------------------------------------------|
 JM0381
 JM0381                          SUPERSEDED SURVEY CONTROL
 JM0381
 JM0381  NAD 83(1986)-  38 37 17.04367(N)    108 00 10.40493(W) AD(       ) 3
 JM0381  NAD 27      -  38 37 17.09313(N)    108 00 08.16152(W) AD(       ) 3
 JM0381  NGVD 29 (07/19/86) 1639.1    (m)         5378.     (f) VERT ANG       
 JM0381
 JM0381.Superseded values are not recommended for survey control.
 JM0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0381.See file dsdata.txt to determine how the superseded data were derived.
 JM0381
 JM0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH6092979026(NAD 83)
 JM0381
 JM0381  HISTORY     - Date     Condition        Report By
 JM0381  HISTORY     - 1951     MONUMENTED       USGS
 JM0381  HISTORY     - 1966     GOOD             USGS
 JM0381
 JM0381                          STATION DESCRIPTION
 JM0381
 JM0381'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (AWH)
 JM0381'STATION IS LOCATED ABOUT 1 MI. N. AND 1 MI. W. OF OLATHE, COLORADO,
 JM0381'ON TOP OF E. END OF MESA.
 JM0381'
 JM0381'TO REACH FROM THE OLATHE POTATO GROWERS BUILDING IN OLATHE, DRIVE W.
 JM0381'ON HIGHWAY 348 FOR 1.1 MI. TO T-RD. N., THENCE RIGHT (N.) 1.2 MI. ON
 JM0381'GRAVEL RD. TO E. RIM OF MESA AND STATION SITE.  STATION LIES ON TOP
 JM0381'OF E. RIM OF MESA 15 FT. W. OF RD. AND JUST INSIDE OF A FENCE LINE.
 JM0381'
 JM0381'STATION MARK--STANDARD TABLET, STAMPED ---FENCE 1951---, CEMENTED IN
 JM0381'SOLID ROCK.
 JM0381'
 JM0381'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO.
 JM0381'1---, CEMENTED IN SOLID ROCK, 38.80 FT. FROM STATION MARK,
 JM0381'S 16 DEG 53 MIN W.  (NOT RECOVERED)
 JM0381'
 JM0381'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, STAMPED ---NO. 2---,
 JM0381'CEMENTED IN SOLID ROCK, 59.60 FT. FROM STATION MARK,
 JM0381'N 49 DEG 41 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0595 ***********************************************************************
 LM0595  DESIGNATION -  FENCE
 LM0595  PID         -  LM0595
 LM0595  STATE/COUNTY-  CO/GRAND
 LM0595  USGS QUAD   -  LAKE AGNES (1956)
 LM0595
 LM0595                         *CURRENT SURVEY CONTROL
 LM0595  ___________________________________________________________________
 LM0595* NAD 83(1992)-  40 15 34.80939(N)    106 32 09.10683(W)     ADJUSTED  
 LM0595* NAVD 88     -      2673.3    (meters)    8771.     (feet)  VERTCON   
 LM0595  ___________________________________________________________________
 LM0595  LAPLACE CORR-          -4.08  (seconds)                    DEFLEC99
 LM0595  GEOID HEIGHT-         -12.25  (meters)                     GEOID03
 LM0595
 LM0595  HORZ ORDER  -  THIRD
 LM0595
 LM0595.The horizontal coordinates were established by classical geodetic methods
 LM0595.and adjusted by the National Geodetic Survey in January 1993..
 LM0595
 LM0595.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0595
 LM0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0595
 LM0595.The geoid height was determined by GEOID03.
 LM0595
 LM0595;                    North         East     Units Scale Factor Converg.
 LM0595;SPC CO N     -   408,166.911   826,287.271   MT  0.99995686   -0 40 09.5
 LM0595;SPC CO N     - 1,339,127.61  2,710,910.82   sFT  0.99995686   -0 40 09.5
 LM0595;UTM  13      - 4,457,710.027   369,394.531   MT  0.99980998   -0 59 33.7
 LM0595
 LM0595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0595!SPC CO N     -   0.99958273  x   0.99995686  =   0.99953961
 LM0595!UTM  13      -   0.99958273  x   0.99980998  =   0.99939279
 LM0595
 LM0595:                Primary Azimuth Mark                     Grid Az
 LM0595:SPC CO N     -  WHITELEY                                 029 52 22.8
 LM0595:UTM  13      -  WHITELEY                                 030 11 47.0
 LM0595
 LM0595|---------------------------------------------------------------------|
 LM0595| PID    Reference Object                     Distance      Geod. Az  |
 LM0595|                                                           dddmmss.s |
 LM0595| LM0592 WHITELEY                            APPROX. 7.4 KM 0291213.3 |
 LM0595|---------------------------------------------------------------------|
 LM0595
 LM0595                          SUPERSEDED SURVEY CONTROL
 LM0595
 LM0595  NAD 83(1986)-  40 15 34.80616(N)    106 32 09.10295(W) AD(       ) 3
 LM0595  NAD 27      -  40 15 34.86860(N)    106 32 06.96159(W) AD(       ) 3
 LM0595  NGVD 29 (07/19/86) 2671.9    (m)         8766.     (f) VERT ANG       
 LM0595
 LM0595.Superseded values are not recommended for survey control.
 LM0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0595.See file dsdata.txt to determine how the superseded data were derived.
 LM0595
 LM0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE6939557710(NAD 83)
 LM0595_MARKER: DD = SURVEY DISK
 LM0595_SETTING: 80 = SET IN A BOULDER
 LM0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0595+STABILITY: SURFACE MOTION
 LM0595
 LM0595  HISTORY     - Date     Condition        Report By
 LM0595  HISTORY     - 1953     MONUMENTED       USGS
 LM0595
 LM0595                          STATION DESCRIPTION
 LM0595
 LM0595'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 LM0595'THE STATION IS LOCATED IN GRAND COUNTY, COLORADO, ABOUT 17 MI.
 LM0595'(AIRLINE) S. AND ABOUT 2.5 MI. (AIRLINE) W. OF THE JUNCTION OF U.S.
 LM0595'HIGHWAY 40 AND STATE HIGHWAY 14, ON TOP OF THE S. END OF A N-S.
 LM0595'RIDGE.
 LM0595'
 LM0595'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 40 AND STATE HIGHWAY 14,
 LM0595'PROCEED IN SOUTHERLY DIRECTION ALONG U.S. HIGHWAY 40 FOR 11.8 MI. TO
 LM0595'A MAILBOX MARKED --DITRICH RANCH--.  TURN RIGHT (W.) AND FOLLOW RANCH
 LM0595'RD. 0.2 MI. ACROSS RIVER TO Y-JUNCTION.  KEEP TO LEFT (W.) AND FOLLOW
 LM0595'RD. UP HILL FOR 0.3 MI. TO Y-JUNCTION.  TURN RIGHT (NW.) 0.5 MI.
 LM0595'FOLLOWING RD. ACROSS FIELD TO Y-JUNCTION.  TURN SHARP LEFT THRU GATE
 LM0595'AND THEN RIGHT (W.) 0.5 MI. TO GATE.  PASS THRU GATE AND CONTINUE
 LM0595'ON MAIN TRAVELED RD. 2.1 MI. TO GATE.  PASS THRU GATE 0.1 MI. TO
 LM0595'Y-JUNCTION.  TURN RIGHT (W.) 0.2 MI. ACROSS CREEK TO A DAM.  KEEP TO
 LM0595'RIGHT OF DAM AND PROCEED 1.9 MI. IN WESTERLY DIRECTION ALONG DIM TRAIL
 LM0595'AND ACROSS COUNTRY TO TOP OF HILL AND STATION.
 LM0595'
 LM0595'FROM THE DAM THE STATION IS VISIBLE ON TOP OF HILL TO W. AND JUST N.
 LM0595'OF THE MAIN DRAIN.
 LM0595'
 LM0595'STATION MARK--USGS STANDARD TABLET SET IN LARGE BOULDER AND STAMPED
 LM0595'---FENCE 1953---.
 LM0595'
 LM0595'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0310 ***********************************************************************
 HJ0310  DESIGNATION -  FENIX
 HJ0310  PID         -  HJ0310
 HJ0310  STATE/COUNTY-  CO/BACA
 HJ0310  USGS QUAD   -  BARTLETT (1978)
 HJ0310
 HJ0310                         *CURRENT SURVEY CONTROL
 HJ0310  ___________________________________________________________________
 HJ0310* NAD 83(1992)-  37 25 59.52958(N)    102 12 01.48440(W)     ADJUSTED  
 HJ0310* NAVD 88     -      1176.     (meters)    3858.     (feet)  SCALED    
 HJ0310  ___________________________________________________________________
 HJ0310  LAPLACE CORR-          -3.69  (seconds)                    DEFLEC99
 HJ0310  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 HJ0310
 HJ0310  HORZ ORDER  -  SECOND
 HJ0310
 HJ0310.The horizontal coordinates were established by classical geodetic methods
 HJ0310.and adjusted by the National Geodetic Survey in November 1994..
 HJ0310
 HJ0310.The orthometric height was scaled from a topographic map.
 HJ0310
 HJ0310.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0310
 HJ0310.The geoid height was determined by GEOID03.
 HJ0310
 HJ0310;                    North         East     Units Scale Factor Converg.
 HJ0310;SPC CO S     -   395,030.613 1,206,359.478   MT  0.99996974   +2 01 26.0
 HJ0310;SPC CO S     - 1,296,029.60  3,957,864.39   sFT  0.99996974   +2 01 26.0
 HJ0310;UTM  13      - 4,146,610.767   747,701.994   MT  1.00035585   +1 42 09.2
 HJ0310
 HJ0310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0310!SPC CO S     -   0.99981916  x   0.99996974  =   0.99978890
 HJ0310!UTM  13      -   0.99981916  x   1.00035585  =   1.00017494
 HJ0310
 HJ0310|---------------------------------------------------------------------|
 HJ0310| PID    Reference Object                     Distance      Geod. Az  |
 HJ0310|                                                           dddmmss.s |
 HJ0310| CM8070 FENIX RM 1                           16.622 METERS 05443     |
 HJ0310| HJ0309 BARTLETT RR SIDING H B S ELEV       APPROX. 5.0 KM 0881900.9 |
 HJ0310| CM8071 FENIX RM 2                           16.342 METERS 13833     |
 HJ0310| CM8069 FENIX AZ MK                                        1822440.2 |
 HJ0310| HJ0315 WALSH MUNICIPAL TANK                APPROX. 8.6 KM 2335035.7 |
 HJ0310| HJ0314 WALSH HIGH PLAINS GRAIN ELEV        APPROX. 8.8 KM 2353358.8 |
 HJ0310|---------------------------------------------------------------------|
 HJ0310
 HJ0310                          SUPERSEDED SURVEY CONTROL
 HJ0310
 HJ0310  NAD 83(1992)-  37 25 59.53027(N)    102 12 01.47881(W) AD(       ) 2
 HJ0310  NAD 83(1986)-  37 25 59.53219(N)    102 12 01.47321(W) AD(       ) 2
 HJ0310  NAD 27      -  37 25 59.47470(N)    102 11 59.81921(W) AD(       ) 2
 HJ0310
 HJ0310.Superseded values are not recommended for survey control.
 HJ0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0310.See file dsdata.txt to determine how the superseded data were derived.
 HJ0310
 HJ0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB4770246611(NAD 83)
 HJ0310_MARKER: DS = TRIANGULATION STATION DISK
 HJ0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0310
 HJ0310  HISTORY     - Date     Condition        Report By
 HJ0310  HISTORY     - 1953     MONUMENTED       CGS
 HJ0310
 HJ0310                          STATION DESCRIPTION
 HJ0310
 HJ0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HJ0310'THE STATION IS LOCATED IN A PASTURE AT AN OLD HOMESTEAD SITE.
 HJ0310'IT IS 5.5 MILES AIRLINE NORTHEAST OF WALSH, 3 MILES AIRLINE WEST
 HJ0310'OF BARTLETT, AND 1.2 MILES AIRLINE NORTH OF U.S. HIGHWAY 160.
 HJ0310'
 HJ0310'TO REACH FROM THE POST OFFICE IN WALSH, GO NORTH ON THE MAIN
 HJ0310'STREET FOR 0.05 MILE TO U.S. HIGHWAY 160.  GO RIGHT, EAST, ON U.S.
 HJ0310'HIGHWAY 160 FOR 5.6 MILES TO A T-ROAD ON THE LEFT.  GO NORTH ON
 HJ0310'THE T-ROAD, ALONG THE WEST SIDE OF A CULTIVATED FIELD, FOR
 HJ0310'0.8 MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE NORTH FOR
 HJ0310'0.25 MILE TO A CATTLE GUARD.  CROSS THE CATTLE GUARD AND
 HJ0310'CONTINUE NORTH ON THE TRACK ROAD FOR 0.15 MILE TO THE STATION ON
 HJ0310'THE RIGHT.
 HJ0310'
 HJ0310'THE STATION MARK IS A STANDARD DISK, STAMPED FENIX 1953 SET IN
 HJ0310'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 HJ0310'4 INCHES.  IT IS 219 FEET SOUTHWEST OF AN OLD WINDMILL, 99 FEET
 HJ0310'EAST OF THE TRACK ROAD, 21 FEET WEST OF A LARGE DEPRESSION
 HJ0310'IN THE GROUND, AND 3 FEET NORTHEAST OF A WHITE WITNESS POST.
 HJ0310'
 HJ0310'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FENIX NO 1 1953
 HJ0310'SET IN THE TOP OF A 10-INCH IN DIAMETER CONCRETE MONUMENT THAT
 HJ0310'PROJECTS 6 INCHES.  IT IS 6 FEET NORTHEAST OF THE LARGE DEPRESSION
 HJ0310'AND ABOUT 6 INCHES HIGHER THAN THE STATION.
 HJ0310'
 HJ0310'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FENIX NO 2 1953
 HJ0310'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 HJ0310'8 INCHES.  IT IS ON A SMALL RISE, 36 FEET SOUTH OF THE LARGE
 HJ0310'DEPRESSION AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 HJ0310'
 HJ0310'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FENIX 1953 SET
 HJ0310'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 HJ0310'4 INCHES.  IT IS 25 FEET WEST OF THE CENTERLINE OF A TRACK
 HJ0310'ROAD, AND 14 INCHES EAST OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5680 ***********************************************************************
 AH5680  DESIGNATION -  FERRIS
 AH5680  PID         -  AH5680
 AH5680  STATE/COUNTY-  CO/SUMMIT
 AH5680  USGS QUAD   -  BRECKENRIDGE (1987)
 AH5680
 AH5680                         *CURRENT SURVEY CONTROL
 AH5680  ___________________________________________________________________
 AH5680* NAD 83(1992)-  39 29 10.77104(N)    106 03 08.25609(W)     ADJUSTED  
 AH5680* NAVD 88     -      2969.1    (meters)    9741.     (feet)  GPS OBS   
 AH5680  ___________________________________________________________________
 AH5680  X           -  -1,363,618.685 (meters)                     COMP
 AH5680  Y           -  -4,739,174.458 (meters)                     COMP
 AH5680  Z           -   4,036,011.880 (meters)                     COMP
 AH5680  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 AH5680  ELLIP HEIGHT-        2956.44  (meters)          (12/03/02) GPS OBS
 AH5680  GEOID HEIGHT-         -12.64  (meters)                     GEOID03
 AH5680
 AH5680  HORZ ORDER  -  FIRST
 AH5680  ELLP ORDER  -  FOURTH    CLASS II
 AH5680
 AH5680.The horizontal coordinates were established by GPS observations
 AH5680.and adjusted by the National Geodetic Survey in December 1998..
 AH5680
 AH5680.The orthometric height was determined by GPS observations and a
 AH5680.high-resolution geoid model.
 AH5680
 AH5680.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5680
 AH5680.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5680
 AH5680.The ellipsoidal height was determined by GPS observations
 AH5680.and is referenced to NAD 83.
 AH5680
 AH5680.The geoid height was determined by GEOID03.
 AH5680
 AH5680;                    North         East     Units Scale Factor Converg.
 AH5680;SPC CO C     -   488,441.987   866,890.147   MT  0.99995847   -0 20 54.0
 AH5680;SPC CO C     - 1,602,496.75  2,844,122.09   sFT  0.99995847   -0 20 54.0
 AH5680;UTM  13      - 4,371,275.345   409,506.143   MT  0.99970082   -0 40 09.1
 AH5680
 AH5680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5680!SPC CO C     -   0.99953639  x   0.99995847  =   0.99949488
 AH5680!UTM  13      -   0.99953639  x   0.99970082  =   0.99923735
 AH5680
 AH5680                          SUPERSEDED SURVEY CONTROL
 AH5680
 AH5680  ELLIP H (12/08/98) 2956.46   (m)                       GP(       ) 3 1
 AH5680
 AH5680.Superseded values are not recommended for survey control.
 AH5680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5680.See file dsdata.txt to determine how the superseded data were derived.
 AH5680
 AH5680_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD0950671275(NAD 83)
 AH5680_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5680_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH5680_SP_SET: CURB
 AH5680_STAMPING: FERRIS 1998
 AH5680_MARK LOGO: NGS   
 AH5680_PROJECTION: FLUSH
 AH5680_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH5680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH5680+STABILITY: SURFACE MOTION
 AH5680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5680+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 AH5680
 AH5680  HISTORY     - Date     Condition        Report By
 AH5680  HISTORY     - 1998     MONUMENTED       NGS
 AH5680  HISTORY     - 20050719 GOOD             DJR
 AH5680
 AH5680                          STATION DESCRIPTION
 AH5680
 AH5680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 AH5680'THE STATION WILL BE USED DURING A CHARN DENSIFICATION PROJECT  THE
 AH5680'STATION IS LOCATED IN BRECKENRIDGE, AT A TOWN OVERLOOK ON THE ROAD TO
 AH5680'THE PEAK 7 SKI AREA IN THE NORTHEAST 1/4, SECTION 36, T 6 S, R 78 W,
 AH5680'6TH P.M  TO REACH THE STATION FROM THE INTERSECTION OF SH 9 AND
 AH5680'LINCOLN AVENUE (SH 9 MP 86.8) IN BRECKENRIDGE, PROCEED WEST ON LINCOLN
 AH5680'AVE FOR 0.1 MI (0.2 KM) TO AN INTERSECTION WITH A TRAFFIC SIGNAL,
 AH5680'CONTINUE WEST ON SKI HILL RD (LINCOLN AVE) FOR 0.6 MI (1.0 KM) TO AN
 AH5680'OVERLOOK AND THE STATION ON THE LEFT  THE STATION IS A BRASS NGS
 AH5680'HORIZONTAL CONTROL MARK DISK SET IN THE TOP OF THE CONCRETE CURB AT
 AH5680'THE SOUTHWEST CORNER OF THE OVERLOOK.  IT IS 8.9 M (29.2 FT) NORTHEAST
 AH5680'OF THE CENTER OF SKI HILL RD, 2.5 M (8.2 FT) NORTH OF A LIGHT POLE,
 AH5680'1.2 M (3.9 FT) NORTHWEST OF A CORNER OF A ROCK RETAINING WALL, 1.1 M
 AH5680'(3.6 FT) EAST OF A WELDED STEEL PIPE AND CABLE FENCE CORNER, 0.9 M
 AH5680'(3.0 FT) NORTHEAST OF A WELDED STEEL PIPE FENCE, 0.5 M (1.6 FT) SOUTH
 AH5680'OF A WELDED STEEL PIPE AND CABLE FENCE AND 0.7 M (2.3 FT) NORTHEAST OF
 AH5680'A FIBERGLASS NGS WITNESS POST  DESCRIPTION BY K A WILLIAMS, CODOT
 AH5680
 AH5680                          STATION RECOVERY (2005)
 AH5680
 AH5680'RECOVERY NOTE BY D J RENSING 2005
 AH5680'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0392 ***********************************************************************
 LL0392  DESIGNATION -  FF 169
 LL0392  PID         -  LL0392
 LL0392  STATE/COUNTY-  CO/WELD
 LL0392  USGS QUAD   -  DOVER (1972)
 LL0392
 LL0392                         *CURRENT SURVEY CONTROL
 LL0392  ___________________________________________________________________
 LL0392* NAD 83(1986)-  40 46 08.     (N)    104 47 08.     (W)     SCALED    
 LL0392* NAVD 88     -      1625.554  (meters)    5333.17   (feet)  ADJUSTED  
 LL0392  ___________________________________________________________________
 LL0392  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 LL0392  DYNAMIC HT  -        1624.163 (meters)    5328.61  (feet)  COMP
 LL0392  MODELED GRAV-     979,712.3   (mgal)                       NAVD 88
 LL0392
 LL0392  VERT ORDER  -  SECOND    CLASS 0
 LL0392
 LL0392.The horizontal coordinates were scaled from a topographic map and have
 LL0392.an estimated accuracy of +/- 6 seconds.
 LL0392
 LL0392.The orthometric height was determined by differential leveling
 LL0392.and adjusted by the National Geodetic Survey in June 1991..
 LL0392
 LL0392.The geoid height was determined by GEOID03.
 LL0392
 LL0392.The dynamic height is computed by dividing the NAVD 88
 LL0392.geopotential number by the normal gravity value computed on the
 LL0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0392.degrees latitude (g = 980.6199 gals.).
 LL0392
 LL0392.The modeled gravity was interpolated from observed gravity values.
 LL0392
 LL0392;                    North         East    Units  Estimated Accuracy
 LL0392;SPC CO N     -   464,440.      974,720.      MT  (+/- 180 meters Scaled)
 LL0392
 LL0392                          SUPERSEDED SURVEY CONTROL
 LL0392
 LL0392  NGVD 29 (??/??/92) 1624.590  (m)         5330.01   (f) ADJ UNCH    2 0
 LL0392
 LL0392.Superseded values are not recommended for survey control.
 LL0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0392.See file dsdata.txt to determine how the superseded data were derived.
 LL0392
 LL0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF180131(NAD 83)
 LL0392_MARKER: DB = BENCH MARK DISK
 LL0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0392_STAMPING: FF 169 1960
 LL0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0392+STABILITY: SURFACE MOTION
 LL0392
 LL0392  HISTORY     - Date     Condition        Report By
 LL0392  HISTORY     - 1960     MONUMENTED       CGS
 LL0392
 LL0392                          STATION DESCRIPTION
 LL0392
 LL0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LL0392'4.5 MI N FROM NUNN.
 LL0392'4.5 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 LL0392'NUNN, COLORADO, THENCE 0.35 MILE EAST ALONG ROAD LEADING TO MISSILE
 LL0392'SITE, 30 FEET NORTH OF CENTER OF ROAD, 4 FEET SOUTHWEST OF POWER
 LL0392'POLE, 1 FOOT SOUTH OF FENCE, ABOUT 2 FEET LOWER THAN ROAD, SET IN
 LL0392'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES, 1 FOOT EAST OF A
 LL0392'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0674 ***********************************************************************
 LK0674  DESIGNATION -  FFH 1
 LK0674  PID         -  LK0674
 LK0674  STATE/COUNTY-  CO/WASHINGTON
 LK0674  USGS QUAD   -  MERINO SE (1984)
 LK0674
 LK0674                         *CURRENT SURVEY CONTROL
 LK0674  ___________________________________________________________________
 LK0674* NAD 83(1992)-  40 15 09.25295(N)    103 15 29.86387(W)     ADJUSTED  
 LK0674* NAVD 88     -      1399.     (meters)    4590.     (feet)  SCALED    
 LK0674  ___________________________________________________________________
 LK0674  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 LK0674  GEOID HEIGHT-         -20.04  (meters)                     GEOID03
 LK0674
 LK0674  HORZ ORDER  -  THIRD
 LK0674
 LK0674.The horizontal coordinates were established by classical geodetic methods
 LK0674.and adjusted by the National Geodetic Survey in January 1993..
 LK0674
 LK0674.The orthometric height was scaled from a topographic map.
 LK0674
 LK0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0674
 LK0674.The geoid height was determined by GEOID03.
 LK0674
 LK0674;                    North         East     Units Scale Factor Converg.
 LK0674;SPC CO N     -   409,274.491 1,105,093.928   MT  0.99995685   +1 26 54.4
 LK0674;SPC CO N     - 1,342,761.39  3,625,629.00   sFT  0.99995685   +1 26 54.4
 LK0674;UTM  13      - 4,457,245.667   648,125.980   MT  0.99987010   +1 07 32.2
 LK0674
 LK0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0674!SPC CO N     -   0.99978378  x   0.99995685  =   0.99974064
 LK0674!UTM  13      -   0.99978378  x   0.99987010  =   0.99965391
 LK0674
 LK0674:                Primary Azimuth Mark                     Grid Az
 LK0674:SPC CO N     -  FREMONT BUTTE                            263 31 37.4
 LK0674:UTM  13      -  FREMONT BUTTE                            263 50 59.6
 LK0674
 LK0674|---------------------------------------------------------------------|
 LK0674| PID    Reference Object                     Distance      Geod. Az  |
 LK0674|                                                           dddmmss.s |
 LK0674| LK0668 FREMONT BUTTE                       APPROX. 4.3 KM 2645831.8 |
 LK0674|---------------------------------------------------------------------|
 LK0674
 LK0674                          SUPERSEDED SURVEY CONTROL
 LK0674
 LK0674  NAD 83(1986)-  40 15 09.24568(N)    103 15 29.86365(W) AD(       ) 3
 LK0674  NAD 27      -  40 15 09.32071(N)    103 15 28.08966(W) AD(       ) 3
 LK0674
 LK0674.Superseded values are not recommended for survey control.
 LK0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0674.See file dsdata.txt to determine how the superseded data were derived.
 LK0674
 LK0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE4812657246(NAD 83)
 LK0674_MARKER: DD = SURVEY DISK
 LK0674_SETTING: 0 = UNSPECIFIED SETTING
 LK0674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LK0674
 LK0674  HISTORY     - Date     Condition        Report By
 LK0674  HISTORY     - 1949     MONUMENTED       USGS
 LK0674
 LK0674                          STATION DESCRIPTION
 LK0674
 LK0674'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 LK0674'STATION IS LOCATED IN SW. 1/4 SEC. 1, T 4 N, R 53 W, 1100 FT. N.
 LK0674'AND APPROXIMATELY 200 FT. W. OF CENTERLINE OF RD., AT 1/4 CORNER
 LK0674'BETWEEN SECS. 1 AND 12, T 4 N, R 53 W, ON TOP OF A SMALL KNOLL
 LK0674'AND APPROXIMATELY 300 FT. S. OF DIM RD. IN SADDLE, WHICH LEADS TO
 LK0674'HIGHEST HILL IN AREA.
 LK0674'
 LK0674'TO REACH FROM AKRON, COLORADO, GO 6.0 MI. N. ALONG STATE HIGHWAY
 LK0674'63, THEN TURN LEFT (W.) AND GO 2.5 MI. TO FENCE LINE N., THEN
 LK0674'PROCEED APPROXIMATELY 1100 FT. N. AND 200 FT. W. TO SMALL KNOLL
 LK0674'AND STATION SITE.
 LK0674'
 LK0674'STATION MARK--STANDARD TABLET, STAMPED ---4587 FFH 1949---, SET IN
 LK0674'TOP OF CONCRETE POST, PROJECTING 4 IN. ABOVE GROUND.
 LK0674'
 LK0674'REFERENCE MARK NO. 1--A 1/2 IN. REINFORCING ROD, PROJECTING 4 IN.
 LK0674'ABOVE GROUND, 56.45 FT. FROM STATION, S 54 DEG 13 MIN E.
 LK0674'
 LK0674'REFERENCE MARK NO. 2--A 1/2 IN. REINFORCING ROD, PROJECTING 4 IN.
 LK0674'ABOVE GROUND, 52.50 FT. FROM STATION, S 41 DEG 16 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0403 ***********************************************************************
 KJ0403  DESIGNATION -  FIELD ET
 KJ0403  PID         -  KJ0403
 KJ0403  STATE/COUNTY-  CO/YUMA
 KJ0403  USGS QUAD   -  VERNON (1963)
 KJ0403
 KJ0403                         *CURRENT SURVEY CONTROL
 KJ0403  ___________________________________________________________________
 KJ0403* NAD 83(1992)-  39 56 03.22483(N)    102 15 04.95244(W)     ADJUSTED  
 KJ0403* NAVD 88     -      1176.4    (meters)    3860.     (feet)  VERTCON   
 KJ0403  ___________________________________________________________________
 KJ0403  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 KJ0403  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 KJ0403
 KJ0403  HORZ ORDER  -  SECOND
 KJ0403
 KJ0403.The horizontal coordinates were established by classical geodetic methods
 KJ0403.and adjusted by the National Geodetic Survey in January 1993..
 KJ0403
 KJ0403.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0403
 KJ0403.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0403
 KJ0403.The geoid height was determined by GEOID03.
 KJ0403
 KJ0403;                    North         East     Units Scale Factor Converg.
 KJ0403;SPC CO N     -   376,603.592 1,192,010.484   MT  0.99997202   +2 05 56.6
 KJ0403;SPC CO N     - 1,235,573.62  3,910,787.73   sFT  0.99997202   +2 05 56.6
 KJ0403;UTM  13      - 4,424,075.032   734,862.722   MT  1.00027912   +1 45 54.6
 KJ0403
 KJ0403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0403!SPC CO N     -   0.99981896  x   0.99997202  =   0.99979098
 KJ0403!UTM  13      -   0.99981896  x   1.00027912  =   1.00009803
 KJ0403
 KJ0403:                Primary Azimuth Mark                     Grid Az
 KJ0403:SPC CO N     -  PASTURE ET                               176 59 25.8
 KJ0403:UTM  13      -  PASTURE ET                               177 19 27.8
 KJ0403
 KJ0403|---------------------------------------------------------------------|
 KJ0403| PID    Reference Object                     Distance      Geod. Az  |
 KJ0403|                                                           dddmmss.s |
 KJ0403| KJ0392 PASTURE ET                          APPROX. 6.3 KM 1790522.4 |
 KJ0403| CP8020 FIELD ET RM 2                                      27442     |
 KJ0403| CP8019 FIELD ET RM 1                                      35804     |
 KJ0403|---------------------------------------------------------------------|
 KJ0403
 KJ0403                          SUPERSEDED SURVEY CONTROL
 KJ0403
 KJ0403  NAD 83(1986)-  39 56 03.22313(N)    102 15 04.95009(W) AD(       ) 2
 KJ0403  NAD 27      -  39 56 03.25785(N)    102 15 03.25056(W) AD(       ) 2
 KJ0403  NGVD 29 (07/19/86) 1175.9    (m)         3858.     (f) VERT ANG       
 KJ0403
 KJ0403.Superseded values are not recommended for survey control.
 KJ0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0403.See file dsdata.txt to determine how the superseded data were derived.
 KJ0403
 KJ0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGE3486324075(NAD 83)
 KJ0403_MARKER: DD = SURVEY DISK
 KJ0403_SETTING: 0 = UNSPECIFIED SETTING
 KJ0403
 KJ0403  HISTORY     - Date     Condition        Report By
 KJ0403  HISTORY     - 1968     MONUMENTED       USGS
 KJ0403
 KJ0403                          STATION DESCRIPTION
 KJ0403
 KJ0403'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 KJ0403'THE STATION IS LOCATED SOUTH 8 DEG WEST ABOUT 10.1 MILES
 KJ0403'AIRLINE FROM WRAY, COLORADO 20 FEET NORTH OF THE SOUTH-QUARTER
 KJ0403'CORNER OF SECTION 25, T.1S., R.44W.
 KJ0403'
 KJ0403'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 34 AND 385 IN
 KJ0403'WRAY, GO 10.65 MILES SOUTH ON U.S. HIGHWAY 385 TO A GRADED
 KJ0403'X-RDS., TURN RIGHT AND GO 0.50 MILE WEST ON GRADED ROAD TO A
 KJ0403'FENCE LINE NORTH AND THE STATION SITE ON THE RIGHT.  THE
 KJ0403'STATION IS 20.5 FEET NORTH OF THE ROAD, 3.5 FEET SOUTH AND 2
 KJ0403'FEET EAST OF FENCE CORNER ON WHICH IS MOUNTED A USGS WITNESS
 KJ0403'SIGN.
 KJ0403'
 KJ0403'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD ROD
 KJ0403'DRIVEN TO A DEPTH OF 20 FEET, CENTERED IN AN ORANGEBURG TILE,
 KJ0403'6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE
 KJ0403'TABLET IS FLUSH WITH THE GROUND AND IS STAMPED FIELD ET 1968.
 KJ0403'
 KJ0403'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET
 KJ0403'CRIMPED TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET,
 KJ0403'CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES
 KJ0403'LONG FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND
 KJ0403'IS STAMPED FIELD ET 1968 - 1.
 KJ0403'
 KJ0403'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET
 KJ0403'CRIMPED TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET,
 KJ0403'CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES
 KJ0403'LONG FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND
 KJ0403'IS STAMPED FIELD ET 1968 - 2.
 KJ0403'
 KJ0403'STATION PASTURE ET 1968 IS VISIBLE FROM THE GROUND AND WILL SERVE
 KJ0403'AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1325 ***********************************************************************
 LL1325  DESIGNATION -  FILTER
 LL1325  PID         -  LL1325
 LL1325  STATE/COUNTY-  CO/BOULDER
 LL1325  USGS QUAD   -  HYGIENE (1979)
 LL1325
 LL1325                         *CURRENT SURVEY CONTROL
 LL1325  ___________________________________________________________________
 LL1325* NAD 83(1992)-  40 12 42.66681(N)    105 14 47.54931(W)     ADJUSTED  
 LL1325* NAVD 88     -      1601.     (meters)    5253.     (feet)  SCALED    
 LL1325  ___________________________________________________________________
 LL1325  LAPLACE CORR-         -19.69  (seconds)                    DEFLEC99
 LL1325  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 LL1325
 LL1325  HORZ ORDER  -  SECOND
 LL1325
 LL1325.The horizontal coordinates were established by classical geodetic methods
 LL1325.and adjusted by the National Geodetic Survey in January 1993..
 LL1325
 LL1325.The orthometric height was scaled from a topographic map.
 LL1325
 LL1325.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1325
 LL1325.The geoid height was determined by GEOID03.
 LL1325
 LL1325;                    North         East     Units Scale Factor Converg.
 LL1325;SPC CO N     -   402,373.708   935,977.639   MT  0.99995708   +0 09 49.6
 LL1325;SPC CO N     - 1,320,121.07  3,070,786.64   sFT  0.99995708   +0 09 49.6
 LL1325;UTM  13      - 4,451,300.279   479,020.463   MT  0.99960542   -0 09 33.0
 LL1325
 LL1325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1325!SPC CO N     -   0.99975136  x   0.99995708  =   0.99970845
 LL1325!UTM  13      -   0.99975136  x   0.99960542  =   0.99935687
 LL1325
 LL1325|---------------------------------------------------------------------|
 LL1325| PID    Reference Object                     Distance      Geod. Az  |
 LL1325|                                                           dddmmss.s |
 LL1325| CP8022 FILTER RM 1                          14.164 METERS 08005     |
 LL1325| CP8021 FILTER AZ MK                                       0822613.5 |
 LL1325| CP8025 FILTER RM 2 RESET                                  08321     |
 LL1325| CP8024 FILTER RM 1 RESET                                  08321     |
 LL1325| LL1326 FILTER RESET                         88.154 METERS 08321     |
 LL1325| CP8023 FILTER RM 2                          18.814 METERS 22605     |
 LL1325|---------------------------------------------------------------------|
 LL1325
 LL1325                          SUPERSEDED SURVEY CONTROL
 LL1325
 LL1325  NAD 83(1986)-  40 12 42.65958(N)    105 14 47.54541(W) AD(       ) 2
 LL1325  NAD 27      -  40 12 42.71100(N)    105 14 45.58800(W) AD(       ) 2
 LL1325
 LL1325.Superseded values are not recommended for survey control.
 LL1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1325.See file dsdata.txt to determine how the superseded data were derived.
 LL1325
 LL1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE7902051300(NAD 83)
 LL1325_MARKER: DS = TRIANGULATION STATION DISK
 LL1325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1325
 LL1325  HISTORY     - Date     Condition        Report By
 LL1325  HISTORY     - 1939     MONUMENTED       CGS
 LL1325  HISTORY     - 19980914 MARK NOT FOUND   USPSQD
 LL1325  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL1325  HISTORY     - 20040223 MARK NOT FOUND   USPSQD
 LL1325
 LL1325                          STATION DESCRIPTION
 LL1325
 LL1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ)
 LL1325'STATION IS LOCATED ABOUT 1/2 MILE SOUTH AND 1-1/2 MILES EAST
 LL1325'OF LYONS, COLORADO AND ABOUT 0.15 MILE EAST OF THE JUNCTION
 LL1325'OF COLORADO HIGHWAYS NO. 7 AND NO. 66 IN THE NORTHWEST CORNER
 LL1325'OF THE LONGMONT FILTER PLANT.  IT IS ABOUT 102.8 FEET
 LL1325'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE CHEMICAL BUILDING
 LL1325'OF THE FILTERING PLANT, ABOUT 21.8 METERS SOUTH OF STATE
 LL1325'HIGHWAY 66, AND ABOUT 1.62 METERS SOUTH OF AN EAST-WEST FENCE LINE.
 LL1325'
 LL1325'TO REACH FROM THE JUNCTION OF COLORADO HIGHWAYS NO. 66 AND NO. 7
 LL1325'AT THE WEST END OF THE MAIN STREET IN THE TOWN OF LYONS
 LL1325'GO EASTERLY OR TOWARD LONGMONT ON STATE HIGHWAYS 7 AND 66
 LL1325'FOR 1.5 MILES.  CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY 66
 LL1325'FOR 0.3 MILE.  CROSS RAILROAD ONTO GROUNDS OF THE LONGMONT
 LL1325'FILTER PLANT AND TURN BACK WESTERLY ALONG SOUTH SIDE OF
 LL1325'RAILROAD 0.1 MILE TO NORTHWESTERLY CORNER OF THE FILTER PLANT
 LL1325'GROUNDS AND THE STATION.
 LL1325'
 LL1325'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 LL1325'BRONZE DISKS IN CONCRETE.
 LL1325'
 LL1325'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION AND
 LL1325'JUST ON THE SOUTH SIDE OF THE FENCE LINE.  REFERENCE MARK
 LL1325'NO. 2 IS SOUTHWEST OF THE STATION AND JUST EAST OF THE FENCE LINE.
 LL1325'
 LL1325'THE AZIMUTH MARK IS 0.35 MILE EAST OF THE STATION AND ABOUT
 LL1325'30 FEET NORTH OF THE CENTER OF STATE HIGHWAY 66 AT A POINT
 LL1325'WHERE A GRADED ROAD ENTERS THE HIGHWAY.  IT IS ABOUT 12 FEET
 LL1325'WEST OF THE CENTER OF THE GRADED ROAD AND ABOUT 6 FEET NORTH
 LL1325'OF A STOP SIGN.  ALL MARKS ARE AT ABOUT THE SAME ELEVATION.
 LL1325'
 LL1325'HEIGHT OF LIGHT ABOVE STATION MARK-1.2 METERS.
 LL1325
 LL1325                          STATION RECOVERY (1998)
 LL1325
 LL1325'RECOVERY NOTE BY US POWER SQUADRON 1998
 LL1325'MARK NOT FOUND.
 LL1325
 LL1325                          STATION RECOVERY (2001)
 LL1325
 LL1325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL1325'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL1325
 LL1325                          STATION RECOVERY (2004)
 LL1325
 LL1325'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL1325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1326 ***********************************************************************
 LL1326  DESIGNATION -  FILTER RESET
 LL1326  PID         -  LL1326
 LL1326  STATE/COUNTY-  CO/BOULDER
 LL1326  USGS QUAD   -  HYGIENE (1979)
 LL1326
 LL1326                         *CURRENT SURVEY CONTROL
 LL1326  ___________________________________________________________________
 LL1326* NAD 83(1992)-  40 12 42.99789(N)    105 14 43.84649(W)     ADJUSTED  
 LL1326* NAVD 88     -      1601.     (meters)    5253.     (feet)  SCALED    
 LL1326  ___________________________________________________________________
 LL1326  LAPLACE CORR-         -19.63  (seconds)                    DEFLEC99
 LL1326  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 LL1326
 LL1326  HORZ ORDER  -  THIRD
 LL1326
 LL1326.The horizontal coordinates were established by classical geodetic methods
 LL1326.and adjusted by the National Geodetic Survey in January 1993..
 LL1326.No horizontal observational check was made to the station.
 LL1326
 LL1326.The orthometric height was scaled from a topographic map.
 LL1326
 LL1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1326
 LL1326.The geoid height was determined by GEOID03.
 LL1326
 LL1326;                    North         East     Units Scale Factor Converg.
 LL1326;SPC CO N     -   402,384.170   936,065.166   MT  0.99995707   +0 09 52.0
 LL1326;SPC CO N     - 1,320,155.40  3,071,073.80   sFT  0.99995707   +0 09 52.0
 LL1326;UTM  13      - 4,451,310.244   479,108.017   MT  0.99960537   -0 09 30.6
 LL1326
 LL1326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1326!SPC CO N     -   0.99975136  x   0.99995707  =   0.99970844
 LL1326!UTM  13      -   0.99975136  x   0.99960537  =   0.99935682
 LL1326
 LL1326                          SUPERSEDED SURVEY CONTROL
 LL1326
 LL1326  NAD 83(1986)-  40 12 42.99067(N)    105 14 43.84260(W) AD(       ) 3
 LL1326  NAD 27      -  40 12 43.04300(N)    105 14 41.88500(W) AD(       ) 3
 LL1326
 LL1326.Superseded values are not recommended for survey control.
 LL1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1326.See file dsdata.txt to determine how the superseded data were derived.
 LL1326
 LL1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE7910851310(NAD 83)
 LL1326_MARKER: DD = SURVEY DISK
 LL1326_SETTING: 0 = UNSPECIFIED SETTING
 LL1326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1326
 LL1326  HISTORY     - Date     Condition        Report By
 LL1326  HISTORY     - 1952     MONUMENTED       USGS
 LL1326  HISTORY     - 1954     GOOD             FAS
 LL1326  HISTORY     - 19980914 MARK NOT FOUND   USPSQD
 LL1326  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL1326  HISTORY     - 20040223 MARK NOT FOUND   USPSQD
 LL1326
 LL1326                          STATION DESCRIPTION
 LL1326
 LL1326'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (WGF)
 LL1326'STATION FILTER 1939 AND REFERENCE MARKS 1 AND 2 WERE MOVED
 LL1326'AND RESET BY MR. WILLIAM G. FRICKSON, OF R.J. TIPTON AND
 LL1326'ASSOCIATES, INC. DENVER, COLO., AUGUST 16, 1952.
 LL1326'
 LL1326'THE FOLLOWING DESCRIPTION WAS FURNISHED BY THEM THROUGH THE
 LL1326'U.S. GEOLOGICAL SURVEY JUNE 18, 1954.
 LL1326'
 LL1326'THE STATION IS LOCATED ABOUT 1/2 MILE S. AND 1/5 MILE E. OF
 LL1326'LYONS, COLORADO AND ABOUT 0.15 MILE E. OF THE JCT. OF COLORADO
 LL1326'HIGHWAYS NO. 4 AND NO. 66 IN FRONT OF THE LONGMONT FILTER
 LL1326'PLANT.  IT IS ABOUT 3 FEET N. AND 1.5 FT. E. OF BOTTOM STEP
 LL1326'OF SIDEWALK ENTRANCE TO FILTER PLANT.
 LL1326'
 LL1326'TO REACH FROM THE JCT. OF COLORADO HIGHWAYS NO. 66 AND NO. 7
 LL1326'AT THE W. END OF THE MAIN STREET IN THE TOWN OF LYONS GO
 LL1326'EASTERLY OR TOWARDS LONGMONT ON STATE HIGHWAYS 7 AND 66 FOR
 LL1326'1.5 MILES.  CONTINUE STRAIGHT AHEAD ON STATE HIGHWAY 66 FOR
 LL1326'0.3 MILE.  CROSS RAILROAD ONTO GROUND OF THE LONGMONT FILTER
 LL1326'PLANT AND TURN BACK WESTERLY ALONG SOUTH SIDE OF RAILROAD.
 LL1326'AT THE TOE OF BERM TO EAST SIDE OF SIDEWALK AND STATION.
 LL1326'
 LL1326'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 LL1326'BRONZE DISK IN CONCRETE.
 LL1326'
 LL1326'REFERENCE MARK NO. 1 IS WSW ABOUT 85.68 FEET.
 LL1326'
 LL1326'REFERENCE MARK NO. 2 IS ENE OF THE STATION ABOUT 97.8 FEET
 LL1326'AT WEDGE OF ENTRANCE TO FILTER PLANT GROUNDS.
 LL1326
 LL1326                          STATION RECOVERY (1954)
 LL1326
 LL1326'RECOVERY NOTE BY FAIRCHILD AERIAL SURVEYS 1954
 LL1326'RECOVERED STATION MARK, A STANDARD DISK, SET IN TOP OF A
 LL1326'CONCRETE POST.  REFERENCE MARK NO. 2 RECOVERED AS DESCRIBED
 LL1326'REFERENCE MARK NO. 1 NOT RECOVERED AND EVIDENTLY HAS BEEN DESTROYED.
 LL1326'
 LL1326'STATION IS APPROXIMATELY 60 FT. SOUTH OF CENTER LINE OF
 LL1326'STATE HIGHWAY 66, AND APPROXIMATELY 6 FT. NORTHEAST OF STEPS
 LL1326'LEADING INTO THE LONGMONT FILTER PLANT, ALSO LOCATED BETWEEN
 LL1326'TWO FIR TREES AND 20 FT. SOUTH OF RAILROAD TRACK.
 LL1326'
 LL1326'STATION MARK IS STAMPED FILTER 1939, RESET 1952.
 LL1326
 LL1326                          STATION RECOVERY (1998)
 LL1326
 LL1326'RECOVERY NOTE BY US POWER SQUADRON 1998
 LL1326'MARK NOT FOUND.
 LL1326
 LL1326                          STATION RECOVERY (2001)
 LL1326
 LL1326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL1326'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL1326
 LL1326                          STATION RECOVERY (2004)
 LL1326
 LL1326'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL1326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0822 ***********************************************************************
 KL0822  DESIGNATION -  FINCH
 KL0822  PID         -  KL0822
 KL0822  STATE/COUNTY-  CO/MESA
 KL0822  USGS QUAD   -  GRAND MESA (1982)
 KL0822
 KL0822                         *CURRENT SURVEY CONTROL
 KL0822  ___________________________________________________________________
 KL0822* NAD 83(1992)-  39 03 48.72994(N)    107 55 21.36445(W)     ADJUSTED  
 KL0822* NAVD 88     -      3380.5    (meters)   11091.     (feet)  VERTCON   
 KL0822  ___________________________________________________________________
 KL0822  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 KL0822  GEOID HEIGHT-         -15.31  (meters)                     GEOID03
 KL0822
 KL0822  HORZ ORDER  -  THIRD
 KL0822
 KL0822.The horizontal coordinates were established by classical geodetic methods
 KL0822.and adjusted by the National Geodetic Survey in January 1993..
 KL0822
 KL0822.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0822
 KL0822.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0822
 KL0822.The geoid height was determined by GEOID03.
 KL0822
 KL0822;                    North         East     Units Scale Factor Converg.
 KL0822;SPC CO C     -   444,157.226   704,766.654   MT  0.99993612   -1 31 40.5
 KL0822;SPC CO C     - 1,457,205.83  2,312,221.93   sFT  0.99993612   -1 31 40.5
 KL0822;UTM  13      - 4,327,893.489   247,130.531   MT  1.00038742   -1 50 33.9
 KL0822;UTM  12      - 4,328,335.914   766,265.475   MT  1.00047307   +1 56 25.7
 KL0822
 KL0822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0822!SPC CO C     -   0.99947229  x   0.99993612  =   0.99940844
 KL0822!UTM  13      -   0.99947229  x   1.00038742  =   0.99985950
 KL0822!UTM  12      -   0.99947229  x   1.00047307  =   0.99994511
 KL0822
 KL0822                          SUPERSEDED SURVEY CONTROL
 KL0822
 KL0822  NAD 83(1986)-  39 03 48.72907(N)    107 55 21.35535(W) AD(       ) 3
 KL0822  NGVD 29 (05/18/92) 3378.9    (m)        11086.     (f) VERT ANG       
 KL0822
 KL0822.Superseded values are not recommended for survey control.
 KL0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0822.See file dsdata.txt to determine how the superseded data were derived.
 KL0822
 KL0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD4713127893(NAD 83)
 KL0822_MARKER: DD = SURVEY DISK
 KL0822_SETTING: 80 = SET IN A BOULDER
 KL0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0822+STABILITY: SURFACE MOTION
 KL0822
 KL0822  HISTORY     - Date     Condition        Report By
 KL0822  HISTORY     - 1953     MONUMENTED       USGS
 KL0822
 KL0822                          STATION DESCRIPTION
 KL0822
 KL0822'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 KL0822'STATION IS LOCATED ABOUT 12 MI. S. AND 2 MI. E. OF COLLBRAN, COLORADO,
 KL0822'ON A ROCKY HILL, ON THE EASTERN PART OF A NARROW E-W. RIDGE.
 KL0822'
 KL0822'TO REACH STATION FROM THE POST OFFICE AT ISLAND LAKE RESORT, PROCEED
 KL0822'E. ON STATE HIGHWAY 65 FOR 1.8 MI. TO ALEXANDER LAKE LODGE, CONTINUE
 KL0822'E. FOR 1.0 MI. ON HIGHWAY 65 TO JUNCTION, TURN LEFT AND PROCEED FOR
 KL0822'1.1 MI. TO EGGLESTON CAMPGROUND AND END OF TRUCK TRAVEL.  STATION IS
 KL0822'1.5 MI. NE. OF THIS POINT.  FOLLOW CRAIG CREST TRAIL FROM CAMPGROUND
 KL0822'IN A NE. DIRECTION TO TOP OF ROCKY AND NARROW RIDGE.  THEN LEAVE TRAIL
 KL0822'AND PROCEED E. ON TOP OF RIDGE FOR ABOUT 0.3 MI. TO TOP OF HILL AND
 KL0822'STATION.  ABOUT 1-HOUR AND 15-MINUTE PACK.
 KL0822'
 KL0822'STATION MARK--A STANDARD TABLET CEMENTED IN A LARGE BOULDER AND
 KL0822'STAMPED ---FINCH 1953---.
 KL0822'
 KL0822'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0590 ***********************************************************************
 HL0590  DESIGNATION -  FINGER
 HL0590  PID         -  HL0590
 HL0590  STATE/COUNTY-  CO/HINSDALE
 HL0590  USGS QUAD   -  FINGER MESA (1964)
 HL0590
 HL0590                         *CURRENT SURVEY CONTROL
 HL0590  ___________________________________________________________________
 HL0590* NAD 83(1992)-  37 47 43.14162(N)    107 19 01.61841(W)     ADJUSTED  
 HL0590* NAVD 88     -      3738.8    (meters)   12266.     (feet)  VERTCON   
 HL0590  ___________________________________________________________________
 HL0590  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 HL0590  GEOID HEIGHT-         -15.29  (meters)                     GEOID03
 HL0590
 HL0590  HORZ ORDER  -  FIRST
 HL0590
 HL0590.The horizontal coordinates were established by classical geodetic methods
 HL0590.and adjusted by the National Geodetic Survey in January 1993..
 HL0590
 HL0590.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0590
 HL0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0590
 HL0590.The geoid height was determined by GEOID03.
 HL0590
 HL0590;                    North         East     Units Scale Factor Converg.
 HL0590;SPC CO S     -   431,619.076   754,376.256   MT  0.99994563   -1 06 52.5
 HL0590;SPC CO S     - 1,416,070.25  2,474,982.77   sFT  0.99994563   -1 06 52.5
 HL0590;UTM  13      - 4,185,634.372   295,985.280   MT  1.00011268   -1 25 13.9
 HL0590
 HL0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0590!SPC CO S     -   0.99941605  x   0.99994563  =   0.99936171
 HL0590!UTM  13      -   0.99941605  x   1.00011268  =   0.99952866
 HL0590
 HL0590|---------------------------------------------------------------------|
 HL0590| PID    Reference Object                     Distance      Geod. Az  |
 HL0590|                                                           dddmmss.s |
 HL0590| CM6406 FINGER RM 1                           7.956 METERS 01345     |
 HL0590| CM6405 FINGER AZ MK                                       1080848.0 |
 HL0590| CM6407 FINGER RM 2                          11.013 METERS 25733     |
 HL0590|---------------------------------------------------------------------|
 HL0590
 HL0590                          SUPERSEDED SURVEY CONTROL
 HL0590
 HL0590  NAD 83(1986)-  37 47 43.13778(N)    107 19 01.62112(W) AD(       ) 1
 HL0590  NAD 27      -  37 47 43.14300(N)    107 18 59.41720(W) AD(       ) 1
 HL0590  NGVD 29 (07/19/86) 3737.0    (m)        12260.     (f) VERT ANG       
 HL0590
 HL0590.Superseded values are not recommended for survey control.
 HL0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0590.See file dsdata.txt to determine how the superseded data were derived.
 HL0590
 HL0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB9598585634(NAD 83)
 HL0590_MARKER: DS = TRIANGULATION STATION DISK
 HL0590_SETTING: 66 = SET IN ROCK OUTCROP
 HL0590
 HL0590  HISTORY     - Date     Condition        Report By
 HL0590  HISTORY     - 1958     MONUMENTED       CGS
 HL0590
 HL0590                          STATION DESCRIPTION
 HL0590
 HL0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 HL0590'THE STATION IS NEAR THE NORTH EDGE OF A POINT LOCALLY KNOWN
 HL0590'AS FINGER MESA AND HAS AN ELEVATION OF 12,300 FEET.  IT IS ABOUT
 HL0590'21-1/2 MILES WEST-SOUTHWEST OF CREEDE, 2 MILES NORTHEAST OF
 HL0590'THE LOST TRAIL CAMP GROUND WHICH IS ON THE BANKS OF THE RIO
 HL0590'GRANDE RIVER, 5-1/2 MILES SOUTHWEST OF THE SOUTHWEST END OF THE
 HL0590'CONTINENTAL RESERVOIR AND 2 MILES WEST OF THE HEAD OF GROUSE
 HL0590'CREEK.  IT IS IN T 41 N, R 4 W.
 HL0590'
 HL0590'TO REACH THE STATION FROM THE POST OFFICE IN CREEDE, GO SOUTH
 HL0590'FOR 0.4 MILE TO THE JUNCTION OF STATE HIGHWAY 149, CONTINUE
 HL0590'SOUTH AND SOUTHWEST ON HIGHWAY 149 FOR 6.5 MILES THE THE BRIDGE
 HL0590'OVER THE RIO GRANDE RIVER AND MARSHALL CAMP GROUND ON THE LEFT,
 HL0590'CONTINUE SOUTHWEST AND WESTERLY ON HIGHWAY 149 FOR 13.7 MILES
 HL0590'TO A FORK AND SIGN BRISTOL VIEW RANGER STATION 3, TAKE THE
 HL0590'RIGHT ROAD AND CONTINUE NORTHWESTERLY FOR 2.3 MILES TO A
 HL0590'FORK AND SIGN LAKE CITY 31, CREEDE 24, PEARL LAKE 9, TAKE THE
 HL0590'LEFT ROAD (LEAVING HIGHWAY 149) AND FOLLOW THE MAIN TRAVELED
 HL0590'ROAD WESTERLY FOR 1.7 MILES TO A T-JUNCTION, TURN LEFT AND
 HL0590'GO WESTERLY FOR 4.0 MILES TO A FORK, TAKE THE RIGHT ROAD AND
 HL0590'GO 2.55 MILES TO A FORK, TAKE THE RIGHT ROAD AND GO
 HL0590'NORTHERLY FOR 1.0 MILE TO A DIM FORK ON THE LEFT, TURN
 HL0590'LEFT ON THE TRACK ROAD AND GO WESTERLY FOR 1.4 MILES TO
 HL0590'TWO SMALL PINES (BLAZED) AT THE WEST END OF A CLEARING,
 HL0590'CONTINUE WESTERLY ON VERY DIM TRACK ROAD FOR 0.6 MILE TO
 HL0590'EDGE OF HEAVY TIMBER AND LARGE TRIANGLE BLAZE ON THE
 HL0590'RIGHT, CONTINUE WESTERLY FOR 0.8 MILE, FROM THIS POINT A
 HL0590'LARGE CAIRN CAN BE SEEN ON TOP OF THE FIRST RIDGE TO THE
 HL0590'WEST, GO WEST TO THE BOTTOM OF THE RIDGE AND THE END OF
 HL0590'TRUCK TRAVEL.  FROM HERE PACK WEST TO THE TOP OF RIDGE
 HL0590'AND THE CAIRN, BEAR RIGHT (NORTH) TO THE AZIMUTH MARK ON
 HL0590'A SMALL GRASSY KNOLL, BEAR LEFT TO 5 FOOT CAIRN AND THE
 HL0590'STATION, AN OVERALL DISTANCE OF ABOUT 2 MILES.
 HL0590'
 HL0590'THE STATION MARK IS A STANDARD DISK, STAMPED FINGER 1958,
 HL0590'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH
 HL0590'THE GROUND SURFACE.  IT IS 3 FEET NORTH OF A 5 FOOT CAIRN.
 HL0590'
 HL0590'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FINGER NO 1 1958,
 HL0590'CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK PROJECTING
 HL0590'6 INCHES.  IT IS 27 FEET NORTHEAST OF THE CAIRN.
 HL0590'
 HL0590'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FINGER NO 2 1958,
 HL0590'CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK PROJECTING
 HL0590'4 INCHES.  IT IS 37 FEET WEST OF THE CAIRN.
 HL0590'
 HL0590'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FINGER 1958,
 HL0590'CEMENTED IN A DRILL HOLE IN AN OUTCROP OF BEDROCK PROJECTING
 HL0590'4 INCHES.  IT IS 60 FEET WEST OF THE EAST END OF THE GRASSY
 HL0590'RIDGE, 60 FEET SOUTH OF THE NORTH END OF GRASSY RIDGE AND
 HL0590'39 FEET NORTH OF SOUTH END OF GRASSY RIDGE.  A WHITE WITNESS
 HL0590'POST WAS SET 4 FEET WEST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0425 ***********************************************************************
 HJ0425  DESIGNATION -  FINGER
 HJ0425  PID         -  HJ0425
 HJ0425  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0425  USGS QUAD   -  LOCKWOOD ARROYO (1993)
 HJ0425
 HJ0425                         *CURRENT SURVEY CONTROL
 HJ0425  ___________________________________________________________________
 HJ0425* NAD 83(1992)-  37 32 55.05831(N)    103 55 54.60490(W)     ADJUSTED  
 HJ0425* NAVD 88     -      1600.9    (meters)    5252.     (feet)  VERTCON   
 HJ0425  ___________________________________________________________________
 HJ0425  X           -  -1,219,335.078 (meters)                     COMP
 HJ0425  Y           -  -4,915,391.136 (meters)                     COMP
 HJ0425  Z           -   3,866,807.613 (meters)                     COMP
 HJ0425  LAPLACE CORR-          -3.57  (seconds)                    DEFLEC99
 HJ0425  ELLIP HEIGHT-        1580.42  (meters)          (12/03/02) GPS OBS
 HJ0425  GEOID HEIGHT-         -20.47  (meters)                     GEOID03
 HJ0425
 HJ0425  HORZ ORDER  -  FIRST
 HJ0425  ELLP ORDER  -  FOURTH    CLASS II
 HJ0425
 HJ0425.The horizontal coordinates were established by GPS observations
 HJ0425.and adjusted by the National Geodetic Survey in December 2002..
 HJ0425
 HJ0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 HJ0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HJ0425
 HJ0425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HJ0425
 HJ0425.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0425
 HJ0425.The ellipsoidal height was determined by GPS observations
 HJ0425.and is referenced to NAD 83.
 HJ0425
 HJ0425.The geoid height was determined by GEOID03.
 HJ0425
 HJ0425;                    North         East     Units Scale Factor Converg.
 HJ0425;SPC CO S     -   403,846.851 1,052,965.206   MT  0.99995775   +0 57 42.8
 HJ0425;SPC CO S     - 1,324,954.21  3,454,603.35   sFT  0.99995775   +0 57 42.8
 HJ0425;UTM  13      - 4,156,272.260   594,355.369   MT  0.99970966   +0 39 03.7
 HJ0425
 HJ0425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0425!SPC CO S     -   0.99975206  x   0.99995775  =   0.99970982
 HJ0425!UTM  13      -   0.99975206  x   0.99970966  =   0.99946179
 HJ0425
 HJ0425:                Primary Azimuth Mark                     Grid Az
 HJ0425:SPC CO S     -  FINGER AZ MK                             178 47 22.0
 HJ0425:UTM  13      -  FINGER AZ MK                             179 06 01.1
 HJ0425
 HJ0425|---------------------------------------------------------------------|
 HJ0425| PID    Reference Object                     Distance      Geod. Az  |
 HJ0425|                                                           dddmmss.s |
 HJ0425| HJ0426 FINGER AZ MK                        APPROX. 0.5 KM 1794504.8 |
 HJ0425| HK0553 FAA MICROWAVE REPEATER TOWER        APPROX. 7.2 KM 2653956.8 |
 HJ0425|---------------------------------------------------------------------|
 HJ0425
 HJ0425                          SUPERSEDED SURVEY CONTROL
 HJ0425
 HJ0425  ELLIP H (12/21/93) 1580.43   (m)                       GP(       ) 4 1
 HJ0425  NAD 83(1992)-  37 32 55.05883(N)    103 55 54.60644(W) AD(       ) 1
 HJ0425  ELLIP H (01/07/93) 1580.43   (m)                       GP(       ) 4 2
 HJ0425  NAD 83(1986)-  37 32 55.04380(N)    103 55 54.61351(W) AD(       ) 1
 HJ0425  NAD 27      -  37 32 55.00488(N)    103 55 52.73188(W) AD(       ) 1
 HJ0425  NGVD 29 (11/20/87) 1600.0    (m)         5249.     (f) GPS OBS        
 HJ0425
 HJ0425.Superseded values are not recommended for survey control.
 HJ0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0425.See file dsdata.txt to determine how the superseded data were derived.
 HJ0425
 HJ0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB9435556272(NAD 83)
 HJ0425_MARKER: DH = HORIZONTAL CONTROL DISK
 HJ0425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0425_MAGNETIC: N = NO MAGNETIC MATERIAL
 HJ0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0425+STABILITY: SURFACE MOTION
 HJ0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HJ0425+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1986
 HJ0425
 HJ0425  HISTORY     - Date     Condition        Report By
 HJ0425  HISTORY     - 1985     MONUMENTED       USA
 HJ0425  HISTORY     - 19860516 GOOD
 HJ0425
 HJ0425                          STATION DESCRIPTION
 HJ0425
 HJ0425'DESCRIBED BY US ARMY 1985 (LWD)
 HJ0425'THE STATION IS LOCATED ABOUT 62.7 KM (39.0 MI)
 HJ0425'SOUTHWEST OF LAJUNTA,
 HJ0425'35.4 KM (22.0 MI) NORTHEAST OF MODEL ON THE HIGH GROUND,
 HJ0425'0.8 KM (0.5 MI) NORTH OF AN EAST-WEST MAIN SUPPLY ROUTE IN THE
 HJ0425'NORTH CENTRAL PART OF THE MILITARY RESERVATION.
 HJ0425'OWNERSHIP--U.S.ARMY.  CONTACT DIVISION ARTILLERY SURVEY INFORMATION
 HJ0425'CENTER,  HHB 4TH INFANTRY DIVISION ARTILLERY, FORT CARSON, COLORADO
 HJ0425'80913-5428. TELEPHONE  303-579-2131..
 HJ0425'
 HJ0425'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 350 AND
 HJ0425'COUNTY ROAD 99 IN THE TOWN OF MODEL, LAS ANIMAS COUNTY, COLORADO. GO
 HJ0425'NORTHEAST FOR 16.5 KM (10.25 MI) ON HIGHWAY 350 TO THE MAIN
 HJ0425'ENTRANCE TO PINON CANYON MANEUVER SITE AND A SIDE ROAD RIGHT.
 HJ0425'TURN RIGHT AND GO EAST FOR 16.5 KM (9.65 MI) ON  MAIN ROAD TO THE
 HJ0425'INTERSECTION OF PIPELINE ROAD.
 HJ0425'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 8.4 KM (5.25 MI) ON MAIN
 HJ0425'ROAD TO A TRACK ROAD LEFT.
 HJ0425'TURN LEFT AND GO NORTHEAST FOR 1.0 KM (0.65 MI) ON TRACK ROAD TO
 HJ0425'THE INTERSECTION OF A TRACK ROAD RIGHT AND THE STATION ON THE
 HJ0425'RIGHT..
 HJ0425'
 HJ0425'THE STATION IS A STANDARD NGS DISK
 HJ0425'STAMPED---FINGER GPS 1985---,
 HJ0425'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HJ0425'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 HJ0425'1.0 METERS (3.4 FT) SOUTH FROM AN ORANGE WITNESS POST
 HJ0425'4.5 METERS (14.7 FT) WEST-NORTHWEST FROM THE CENTERLINE OF A TRACK
 HJ0425'ROAD
 HJ0425'4.6 METERS (15.1 FT) SOUTHEAST FROM THE CENTERLINE OF A TRACK ROAD
 HJ0425'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 HJ0425'STAMPED---FINGER GPS 1985---,
 HJ0425'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 HJ0425'
 HJ0425'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 HJ0425'STAMPED---FINGER GPS N0 1 1985---,
 HJ0425'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HJ0425'33 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 HJ0425'1.1 METERS (3.6 FT) NORTHWEST FROM A STEEL WITNESS POST
 HJ0425'MARK IS LEVEL WITH THE STATION.
 HJ0425'
 HJ0425'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 HJ0425'STAMPED---FINGER GPS N0 2 1985---,
 HJ0425'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HJ0425'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 HJ0425'1.1 METERS (3.6 FT) NORTH-NORTHEAST FROM A STEEL WITNESS POST
 HJ0425'23 METERS (75.5 FT) NORTH-NORTHEAST FROM A 12 FOOT CEDAR TREE
 HJ0425'MARK IS LEVEL WITH THE STATION.
 HJ0425'
 HJ0425'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 HJ0425'STAMPED---FINGER GPS 1985---,
 HJ0425'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HJ0425'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 HJ0425'1.0 METERS (3.4 FT) WEST-NORTHWEST FROM AN ORANGE WITNESS POST
 HJ0425'5.8 METERS (19.0 FT) EAST-SOUTHEAST FROM A CEDAR TREE
 HJ0425'7.3 METERS (24 FT) WEST FROM THE CENTERLINE OF A TRACK ROAD
 HJ0425'TO REACH THE AZIMUTH FROM THE STATION,
 HJ0425'GO SOUTH FOR 0.56 KM (0.35 MI) ON THE SOUTH TRACK ROAD AND THE
 HJ0425'AZIMUTH MARK ON THE RIGHT
 HJ0425'
 HJ0425'DESCRIBED BY JAC.
 HJ0425
 HJ0425                          STATION RECOVERY (1986)
 HJ0425
 HJ0425'RECOVERED 1986
 HJ0425'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0303 ***********************************************************************
 KM0303  DESIGNATION -  FINIS
 KM0303  PID         -  KM0303
 KM0303  STATE/COUNTY-  CO/RIO BLANCO
 KM0303  USGS QUAD   -  BLACK CABIN GULCH (1973)
 KM0303
 KM0303                         *CURRENT SURVEY CONTROL
 KM0303  ___________________________________________________________________
 KM0303* NAD 83(1992)-  39 48 22.98293(N)    108 30 46.38455(W)     ADJUSTED  
 KM0303* NAVD 88     -      2373.9    (meters)    7788.     (feet)  VERTCON   
 KM0303  ___________________________________________________________________
 KM0303  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 KM0303  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 KM0303
 KM0303  HORZ ORDER  -  THIRD
 KM0303
 KM0303.The horizontal coordinates were established by classical geodetic methods
 KM0303.and adjusted by the National Geodetic Survey in January 1993..
 KM0303
 KM0303.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0303
 KM0303.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0303
 KM0303.The geoid height was determined by GEOID03.
 KM0303
 KM0303;                    North         East     Units Scale Factor Converg.
 KM0303;SPC CO N     -   361,705.933   656,447.878   MT  0.99998673   -1 56 48.2
 KM0303;SPC CO N     - 1,186,696.88  2,153,696.08   sFT  0.99998673   -1 56 48.2
 KM0303;UTM  12      - 4,409,227.499   712,910.007   MT  1.00015811   +1 35 34.2
 KM0303
 KM0303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0303!SPC CO N     -   0.99963023  x   0.99998673  =   0.99961697
 KM0303!UTM  12      -   0.99963023  x   1.00015811  =   0.99978828
 KM0303
 KM0303:                Primary Azimuth Mark                     Grid Az
 KM0303:SPC CO N     -  DILLON                                   298 08 37.6
 KM0303:UTM  12      -  DILLON                                   294 36 15.2
 KM0303
 KM0303|---------------------------------------------------------------------|
 KM0303| PID    Reference Object                     Distance      Geod. Az  |
 KM0303|                                                           dddmmss.s |
 KM0303| KM0305 DILLON                              APPROX. 7.2 KM 2961149.4 |
 KM0303|---------------------------------------------------------------------|
 KM0303
 KM0303                          SUPERSEDED SURVEY CONTROL
 KM0303
 KM0303  NAD 83(1986)-  39 48 22.97710(N)    108 30 46.37893(W) AD(       ) 3
 KM0303  NAD 27      -  39 48 23.07306(N)    108 30 44.03971(W) AD(       ) 3
 KM0303  NGVD 29 (07/19/86) 2372.5    (m)         7784.     (f) VERT ANG       
 KM0303
 KM0303.Superseded values are not recommended for survey control.
 KM0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0303.See file dsdata.txt to determine how the superseded data were derived.
 KM0303
 KM0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYK1291009227(NAD 83)
 KM0303_MARKER: DD = SURVEY DISK
 KM0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0303_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KM0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0303+STABILITY: SURFACE MOTION
 KM0303
 KM0303  HISTORY     - Date     Condition        Report By
 KM0303  HISTORY     - 1950     MONUMENTED       USGS
 KM0303
 KM0303                          STATION DESCRIPTION
 KM0303
 KM0303'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KM0303'STATION LOCATED ABOUT 5 MI. N. AND 33.5 MI. W. OF RIO BLANCO,
 KM0303'COLORADO.
 KM0303'
 KM0303'TO REACH FROM RIO BLANCO POST OFFICE, PROCEED W. AND N. ON HIGHWAY 326
 KM0303'27 MI. TO T-RD. W., THENCE W. FOR 9.2 MI. TO CROSSROAD, THENCE S. AND
 KM0303'W. 1.2 MI. TO Y-RD., THENCE RIGHT OR NW. 0.1 MI. TO Y-RD.  PROCEED
 KM0303'LEFT OR SW. UP RIDGE AND ON S. 5.9 MI. TO STATION.  STATION LIES ALONG
 KM0303'TOP OF RIDGE 70 FT. E. OF RD.
 KM0303'
 KM0303'STATION MARK--STANDARD TABLET, SET IN THE TOP OF A 6 X 6 IN. CONCRETE
 KM0303'MONUMENT, PROJECTING 7 IN. ABOVE THE SURFACE AND STAMPED ---R-FINIS
 KM0303'1950---.
 KM0303'
 KM0303'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5201 ***********************************************************************
 AA5201  DESIGNATION -  FINK
 AA5201  PID         -  AA5201
 AA5201  STATE/COUNTY-  CO/GILPIN
 AA5201  USGS QUAD   -  BLACK HAWK (1963)
 AA5201
 AA5201                         *CURRENT SURVEY CONTROL
 AA5201  ___________________________________________________________________
 AA5201* NAD 83(1992)-  39 50 33.33491(N)    105 29 33.32327(W)     ADJUSTED  
 AA5201* NAVD 88     -      2850.5    (meters)    9352.     (feet)  GPS OBS   
 AA5201  ___________________________________________________________________
 AA5201  X           -  -1,310,487.215 (meters)                     COMP
 AA5201  Y           -  -4,727,838.589 (meters)                     COMP
 AA5201  Z           -   4,066,399.352 (meters)                     COMP
 AA5201  LAPLACE CORR-         -14.30  (seconds)                    DEFLEC99
 AA5201  ELLIP HEIGHT-        2837.06  (meters)          (12/03/02) GPS OBS
 AA5201  GEOID HEIGHT-         -13.41  (meters)                     GEOID03
 AA5201
 AA5201  HORZ ORDER  -  FIRST
 AA5201  ELLP ORDER  -  FOURTH    CLASS II
 AA5201
 AA5201.The horizontal coordinates were established by GPS observations
 AA5201.and adjusted by the National Geodetic Survey in May 1995..
 AA5201
 AA5201.The orthometric height was determined by GPS observations and a
 AA5201.high-resolution geoid model.
 AA5201
 AA5201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5201
 AA5201.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5201
 AA5201.The ellipsoidal height was determined by GPS observations
 AA5201.and is referenced to NAD 83.
 AA5201
 AA5201.The geoid height was determined by GEOID03.
 AA5201
 AA5201;                    North         East     Units Scale Factor Converg.
 AA5201;SPC CO N     -   361,343.572   915,036.054   MT  0.99998206   +0 00 17.2
 AA5201;SPC CO N     - 1,185,508.04  3,002,080.79   sFT  0.99998206   +0 00 17.2
 AA5201;UTM  13      - 4,410,402.891   457,856.201   MT  0.99962187   -0 18 56.2
 AA5201
 AA5201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5201!SPC CO N     -   0.99955512  x   0.99998206  =   0.99953718
 AA5201!UTM  13      -   0.99955512  x   0.99962187  =   0.99917716
 AA5201
 AA5201                          SUPERSEDED SURVEY CONTROL
 AA5201
 AA5201  ELLIP H (05/08/95) 2837.12   (m)                       GP(       ) 2 2
 AA5201
 AA5201.Superseded values are not recommended for survey control.
 AA5201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5201.See file dsdata.txt to determine how the superseded data were derived.
 AA5201
 AA5201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE5785610403(NAD 83)
 AA5201_MARKER: I = METAL ROD
 AA5201_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA5201_STAMPING: FINK 1992
 AA5201_MARK LOGO: NGS   
 AA5201_PROJECTION: FLUSH
 AA5201_MAGNETIC: I = MARKER IS A STEEL ROD
 AA5201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5201+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2005
 AA5201_ROD/PIPE-DEPTH: 2.7  meters
 AA5201_SLEEVE-DEPTH  : 0.8 meters
 AA5201
 AA5201  HISTORY     - Date     Condition        Report By
 AA5201  HISTORY     - 1992     MONUMENTED       NGS
 AA5201  HISTORY     - 20020921 GOOD             USPSQD
 AA5201  HISTORY     - 20050909 GOOD             USPSQD
 AA5201
 AA5201                          STATION DESCRIPTION
 AA5201
 AA5201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RSC)
 AA5201'THE STATION WILL BE USED DURING A GPS PROJECT. THE STATION IS
 AA5201'APPROXIMATELY 5 MI (8.0 KM) NORTH OF BLACK HAWK ALONG STATE HIGHWAY
 AA5201'119 AT MILEPOST 12.45, AT THE JUNCTION OF STATE HIGWAY 119 AND STATE
 AA5201'HIGHWAY 46, IN THE SOUTHWEST 1/4 OF SECTION 30, T 2 S, R 72 W, 6TH
 AA5201'P.M. OWNSERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION. TO REACH THE
 AA5201'STATION FROM THE JUNCTION OF STATE HIGHWAY 119 AND STATE HIGHWAY 279
 AA5201'IN BLACK HAWK, GO NORTH OF STATE HIGHWAY 119 FOR 5.1 MI (8.2 KM) TO
 AA5201'THE STATION ON THE LEFT. THE STATION IS A PUNCH MARK IN THE TOP CENTER
 AA5201'OF A STEEL ROD IN A PVC PIPE WITH A LOGO CAP SET IN A CONCRETE SLEEVE
 AA5201'SET FLUSH WITH THE GROUND.  IT IS 155.0 FT (47.2 M) WEST OF THE
 AA5201'EXTENDED CENTER OF THE STATE HIGHWAY 119 AND STATE HIGHWAY 46
 AA5201'JUNCTION, 84.3 FT (25.7 M) WEST NORTHWEST OF THE CENTER OF STATE
 AA5201'HIGHWAY 119, 26.0 FT (7.9 M) WEST NORTHWEST OF THE WESTERN EDGE OF A
 AA5201'ROAD CUT, 2.89 FT (0.88 M) NORTHEAST OF A FIBERGLASS NGS WITNESS POST,
 AA5201'AND 2.2 FT (0.7 M) SOUTH OF A FIBERGLASS NGS WITNESS POST. DESCRIPTION
 AA5201'BY K.A. WILLIAMS, CDOT.
 AA5201
 AA5201                          STATION RECOVERY (2002)
 AA5201
 AA5201'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 AA5201'RECOVERED IN GOOD CONDITION.
 AA5201
 AA5201                          STATION RECOVERY (2005)
 AA5201
 AA5201'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 AA5201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0463 ***********************************************************************
 JM0463  DESIGNATION -  FIR
 JM0463  PID         -  JM0463
 JM0463  STATE/COUNTY-  CO/MESA
 JM0463  USGS QUAD   -  FISH CREEK (1972)
 JM0463
 JM0463                         *CURRENT SURVEY CONTROL
 JM0463  ___________________________________________________________________
 JM0463* NAD 83(1992)-  38 49 43.81577(N)    108 48 12.70023(W)     ADJUSTED  
 JM0463* NAVD 88     -      2949.8    (meters)    9678.     (feet)  VERTCON   
 JM0463  ___________________________________________________________________
 JM0463  LAPLACE CORR-           7.96  (seconds)                    DEFLEC99
 JM0463  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 JM0463
 JM0463  HORZ ORDER  -  THIRD
 JM0463
 JM0463.The horizontal coordinates were established by classical geodetic methods
 JM0463.and adjusted by the National Geodetic Survey in November 1997..
 JM0463
 JM0463.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0463
 JM0463.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0463
 JM0463.The geoid height was determined by GEOID03.
 JM0463
 JM0463;                    North         East     Units Scale Factor Converg.
 JM0463;SPC CO C     -   420,523.376   627,619.279   MT  0.99994713   -2 05 00.6
 JM0463;SPC CO C     - 1,379,667.11  2,059,114.25   sFT  0.99994713   -2 05 00.6
 JM0463;UTM  12      - 4,300,074.854   690,663.852   MT  1.00004766   +1 22 39.3
 JM0463
 JM0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0463!SPC CO C     -   0.99954000  x   0.99994713  =   0.99948715
 JM0463!UTM  12      -   0.99954000  x   1.00004766  =   0.99958763
 JM0463
 JM0463:                Primary Azimuth Mark                     Grid Az
 JM0463:SPC CO C     -  WEST                                     202 36 46.8
 JM0463:UTM  12      -  WEST                                     199 09 06.9
 JM0463
 JM0463|---------------------------------------------------------------------|
 JM0463| PID    Reference Object                     Distance      Geod. Az  |
 JM0463|                                                           dddmmss.s |
 JM0463| JM0446 WEST                                APPROX. 9.6 KM 2003146.2 |
 JM0463|---------------------------------------------------------------------|
 JM0463
 JM0463                          SUPERSEDED SURVEY CONTROL
 JM0463
 JM0463  NAD 83(1992)-  38 49 43.81161(N)    108 48 12.70657(W) AD(       ) 3
 JM0463  NAD 83(1986)-  38 49 43.81138(N)    108 48 12.69529(W) AD(       ) 3
 JM0463  NAD 27      -  38 49 43.86965(N)    108 48 10.32131(W) AD(       ) 3
 JM0463  NGVD 29 (07/19/86) 2948.4    (m)         9673.     (f) VERT ANG       
 JM0463
 JM0463.Superseded values are not recommended for survey control.
 JM0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0463.See file dsdata.txt to determine how the superseded data were derived.
 JM0463
 JM0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ9066400075(NAD 83)
 JM0463
 JM0463  HISTORY     - Date     Condition        Report By
 JM0463  HISTORY     - 1947     MONUMENTED       USGS
 JM0463  HISTORY     - 1947     GOOD             USGS
 JM0463
 JM0463                          STATION DESCRIPTION
 JM0463
 JM0463'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JM0463'ON ABOUT THE HIGHEST POINT OF A FLAT TOPPED PEAK IN THE FRUITA RESERVE
 JM0463'ON THE SUMMIT OF PINON MESA.  IT IS ABOUT 5 MI. N. OF MR. SILZELLS
 JM0463'RANCH IN UNAWEEP CANYON AND CAN BE REACHED FROM THERE BY TRAIL.  THE
 JM0463'FLAT RIDGE E. OF PEAK CANNOT BE SEEN OVER AND IS PROBABLY A LITTLE
 JM0463'HIGHER, BUT CANNOT BE USED FOR STATION ON ACCOUNT OF DENSE GROWTH OF
 JM0463'TIMBER.  THERE IS A RD. FROM GLADE PARK POST OFFICE TO FOOT OF PEAK.
 JM0463'A SPRUCE OF FIR TREE ABOUT 50 FT. HIGH WAS TRIMMED UP FOR SIGNAL.
 JM0463'
 JM0463'REFERENCE MARK--TRIANGULATION TABLET, SET IN ROCK, 81.5 FT. FROM
 JM0463'TREE.  S 58 DEG 23 MIN W.
 JM0463'
 JM0463'NOTE--THE TREE HAD ROTTED AND FALLEN OVER, THE ROOTS WERE DUG OUT
 JM0463'AND A STANDARD TABLET CEMENTED IN DRILL HOLE IN LARGE ROCK WHICH WAS
 JM0463'BURIED IN GROUND IN A POSITION AS CLOSE AS POSSIBLE TO POINT WHERE
 JM0463'CENTER OF TREE HAD BEEN.
 JM0463'
 JM0463'NEW DESCRIPTION -- TO REACH FROM GLADE PARK POST OFFICE, FOLLOW MAIN
 JM0463'TRAVELED RD. S. 8.2 MI. TO FORK, KEEP RIGHT FORK S. 2.0 MI. TO THE
 JM0463'FRUITA RANGER STATION ON THE LEFT AND CONTINUE ON MAIN TRAVELED RD.
 JM0463'4.5 MI. TO CATTLEGUARD AT W. BOUNDARY OF FOREST RESERVE.  FROM HERE
 JM0463'PACK SE. UP STEEP SLOPE TO TOP AND STATION SITE.  TIME OF PACK - 20
 JM0463'MINUTES.
 JM0463'
 JM0463'STATION MARK--STANDARD TABLET, STAMPED ---FIR 1947---, AND CEMENTED
 JM0463'IN DRILL HOLE IN LARGE BURIED BOULDER.
 JM0463'
 JM0463'REFERENCE MARK NO. 1--STANDARD TRIANGULATION TABLET, STAMPED ---FIR
 JM0463'1914---, AND SET IN ROCK, 82.0 FT. FROM STATION MARK,
 JM0463'S 58 DEG 39 MIN W.
 JM0463'
 JM0463'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---FIR
 JM0463'1947---, AND CEMENTED IN DRILL HOLE IN ROCK OUTCROP, 64.0 FT. FROM
 JM0463'STATION MARK, S 17 DEG 21 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0874 ***********************************************************************
 JJ0874  DESIGNATION -  FIRST VIEW
 JJ0874  PID         -  JJ0874
 JJ0874  STATE/COUNTY-  CO/CHEYENNE
 JJ0874  USGS QUAD   -  FIRSTVIEW (1982)
 JJ0874
 JJ0874                         *CURRENT SURVEY CONTROL
 JJ0874  ___________________________________________________________________
 JJ0874* NAD 83(1992)-  38 47 42.56444(N)    102 32 57.03490(W)     ADJUSTED  
 JJ0874* NAVD 88     -      1401.06   (+/-2cm)    4596.6    (feet)  VERTCON   
 JJ0874  ___________________________________________________________________
 JJ0874  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 JJ0874  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 JJ0874
 JJ0874  HORZ ORDER  -  FIRST
 JJ0874  VERT ORDER  -  THIRD ? (See Below)
 JJ0874
 JJ0874.The horizontal coordinates were established by classical geodetic methods
 JJ0874.and adjusted by the National Geodetic Survey in January 1993..
 JJ0874
 JJ0874.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0874.The vertical order pertains to the NGVD 29 superseded value.
 JJ0874
 JJ0874.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0874
 JJ0874.The geoid height was determined by GEOID03.
 JJ0874
 JJ0874;                    North         East     Units Scale Factor Converg.
 JJ0874;SPC CO C     -   415,732.557 1,170,698.608   MT  0.99995008   +1 51 39.8
 JJ0874;SPC CO C     - 1,363,949.23  3,840,867.02   sFT  0.99995008   +1 51 39.8
 JJ0874;UTM  13      - 4,296,898.429   712,845.766   MT  1.00015790   +1 32 10.0
 JJ0874
 JJ0874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0874!SPC CO C     -   0.99978378  x   0.99995008  =   0.99973387
 JJ0874!UTM  13      -   0.99978378  x   1.00015790  =   0.99994164
 JJ0874
 JJ0874:                Primary Azimuth Mark                     Grid Az
 JJ0874:SPC CO C     -  FIRST VIEW RR SID DENVER ELEV            012 52 07.9
 JJ0874:UTM  13      -  FIRST VIEW RR SID DENVER ELEV            013 11 37.7
 JJ0874
 JJ0874|---------------------------------------------------------------------|
 JJ0874| PID    Reference Object                     Distance      Geod. Az  |
 JJ0874|                                                           dddmmss.s |
 JJ0874| JJ0872 FIRST VIEW RR SID DENVER ELEV       APPROX. 2.5 KM 0144347.7 |
 JJ0874| CM8083 FIRST VIEW RM 2                     122.536 METERS 07254     |
 JJ0874| CM8081 FIRST VIEW AZ MK 2                                 0870330.4 |
 JJ0874| CM8080 FIRST VIEW AZ MK                                   0872639.6 |
 JJ0874| CM8082 FIRST VIEW RM                        33.912 METERS 35843     |
 JJ0874|---------------------------------------------------------------------|
 JJ0874
 JJ0874                          SUPERSEDED SURVEY CONTROL
 JJ0874
 JJ0874  NAD 83(1986)-  38 47 42.56186(N)    102 32 57.03224(W) AD(       ) 1
 JJ0874  NAD 27      -  38 47 42.54887(N)    102 32 55.33938(W) AD(       ) 1
 JJ0874  NGVD 29 (07/19/86) 1400.48   (m)         4594.7    (f) LEVELING    3  
 JJ0874
 JJ0874.Superseded values are not recommended for survey control.
 JJ0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0874.See file dsdata.txt to determine how the superseded data were derived.
 JJ0874
 JJ0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC1284696898(NAD 83)
 JJ0874_MARKER: DS = TRIANGULATION STATION DISK
 JJ0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0874
 JJ0874  HISTORY     - Date     Condition        Report By
 JJ0874  HISTORY     - 1892     MONUMENTED       CGS
 JJ0874  HISTORY     - 1922     GOOD             CGS
 JJ0874  HISTORY     - 1935     GOOD             CGS
 JJ0874  HISTORY     - 1954     GOOD             CGS
 JJ0874  HISTORY     - 1968     GOOD             CGS
 JJ0874  HISTORY     - 1971     GOOD             USE
 JJ0874  HISTORY     - 1974     MARK NOT FOUND   USGS
 JJ0874  HISTORY     - 1975     MARK NOT FOUND   NGS
 JJ0874
 JJ0874                          STATION DESCRIPTION
 JJ0874
 JJ0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 JJ0874'ABOUT 1-1/2 MILES SOUTH BY WEST OF FIRST VIEW, A TOWN ON THE UNION
 JJ0874'PACIFIC RAILROAD, ON THE WESTERN EXTREMITY OF THE PLATEAU EAST
 JJ0874'OF THE BIG SANDY CREEK, IN THE NW 1/4 SEC. 34, T. 14 S., R. 46
 JJ0874'W., ON LAND OWNED (1922) BY N.C. PETERSON.  THE SURFACE MARK
 JJ0874'IS A DISK SET.  UNDERGROUND MARK IS A
 JJ0874'DISK SET, 30 INCHES BELOW THE SURFACE.
 JJ0874'BELOW THE UNDERGROUND MARK IS AN ADDITIONAL MARK, A CROSS IN AN
 JJ0874'IRREGULAR-SHAPED BLOCK ROCK, 3 FEET BELOW THE SURFACE.  PIECES
 JJ0874'OF CROCKERY AND TILE ARE MIXED WITH THE DIRT OVER THE STATION
 JJ0874'MARK, WHICH IS 12 INCHES BELOW THE SURFACE.  REFERENCE MARK,
 JJ0874'A DISK SET, IS IN THE NORTH FENCE
 JJ0874'LINE OF ROADWAY ON THE NORTH LINE OF SECTION 34, 218.8
 JJ0874'METERS (718 FEET) WEST OF THE MARK AT THE HALF-SECTION
 JJ0874'CORNER BETWEEN SECTIONS 27 AND 34, AND DISTANT 33.86
 JJ0874'METERS (111.1 FEET) N.  5 DEG W. (MAGNETIC) FROM THE
 JJ0874'STATION.  THE GENERAL LAND OFFICE MARK, A BLOCK OF LIMESTONE
 JJ0874'SURROUNDED BY FOUR PITS, AT THE HALF-SECTION CORNER
 JJ0874'BETWEEN SECTIONS 27 AND 34 IS 221.22 METERS (725.8
 JJ0874'FEET) N. 68 DEG E. (MAGNETIC) FROM THE STATION.
 JJ0874
 JJ0874                          STATION RECOVERY (1935)
 JJ0874
 JJ0874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (AWJ)
 JJ0874'THE STATION IS EASILY RECOVERED AND WAS FOUND TO BE IN EXCELLENT
 JJ0874'CONDITION.  A SECTION-LINE ROAD WAS FOLLOWED SOUTH FOR 1-1/2 MILES
 JJ0874'FROM THE EAST END OF FIRST VIEW, AND THEN A WAGON ROAD WAS
 JJ0874'FOLLOWED WEST FOR ABOUT 3/4 MILE, WHICH PROCEDURE BRINGS ONE
 JJ0874'ABOUT 125 FEET FROM THE STATION.  THE REFERENCE DISK WAS FOUND
 JJ0874'AS DESCRIBED AND IN GOOD CONDITION.  THE WAGON ROAD PASSES NORTH
 JJ0874'OF THE REFERENCE MARK BUT IF A GRADED ROAD IS EVER MADE ALONG
 JJ0874'THE SECTION LINE IT WILL BE SOUTH OF THE REFERENCE MARK AS
 JJ0874'STATED IN THE DESCRIPTION.  THE SURFACE MARK IS IN GOOD
 JJ0874'CONDITION AND IS STAMPED (THE REFERENCE MARK, ALSO) FIRST
 JJ0874'VIEW 1892.  THE GENERAL LAND OFFICE MARK WAS FOUND TO BE
 JJ0874'AN IRON PIPE WITH A CAP, INSTEAD OF A LIMESTONE BLOCK SURROUNDED
 JJ0874'BY 4 PITS AS DESCRIBED.  (SEE NOTE CONCERNING GENERAL LAND
 JJ0874'OFFICE RE-SURVEY OF CHEYENNE COUNTY.) THE LAND ON WHICH THE
 JJ0874'STATION IS LOCATED IS UNCULTIVATED PASTURE LAND, OWNED (1935) BY
 JJ0874'THE N.C. PETERSON ESTATE (IN CARE OF H.C. NELSON).
 JJ0874
 JJ0874                          STATION RECOVERY (1954)
 JJ0874
 JJ0874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0874'THE STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 JJ0874'A REFERENCE MARK AND AN AZIMUTH MARK WERE ESTABLISHED AND WILL
 JJ0874'BE DESCRIBED LATER.  A COMPLETE DESCRIPTION FOLLOWS.
 JJ0874'
 JJ0874'THE STATION IS LOCATED IN A CULTIVATED FIELD, NEAR THE NORTH
 JJ0874'EDGE OF THE FIELD.  IT IS ABOUT 1-1/2 MILES AIRLINE SOUTH OF
 JJ0874'FIRST VIEW, ABOUT 13 MILES AIRLINE EAST OF KIT CARSON, AND ABOUT
 JJ0874'11 MILES AIRLINE WEST-SOUTHWEST OF CHEYENNE WELLS.
 JJ0874'
 JJ0874'THE STATION IS A STANDARD DISK STAMPED FIRST VIEW 1892 AND
 JJ0874'SET IN THE TOP OF A 24-INCH SQUARE CONCRETE MONUMENT THAT IS 8
 JJ0874'INCHES BELOW THE SURFACE.  IT IS 100 FEET SOUTH OF THE CENTER
 JJ0874'LINE OF A TRACK ROAD, 118 FEET SOUTH OF A WIRE FENCE AND A
 JJ0874'WITNESS POST.
 JJ0874'
 JJ0874'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED FIRST VIEW
 JJ0874'1892 AND SET IN THE TOP OF A 14-INCH SQUARE CONCRETE MONUMENT
 JJ0874'THAT IS FLUSH WITH THE SURFACE.  IT IS 12 FEET NORTH OF THE CENTER
 JJ0874'LINE OF THE TRACK ROAD, 7 FEET SOUTH OF THE FENCE AND WITNESS
 JJ0874'POST, AND ABOUT 2 FEET LOWER THAN THE STATION.
 JJ0874'
 JJ0874'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED FIRST
 JJ0874'VIEW NO 2 1954 1892 AND SET IN THE TOP OF A 10-INCH SQUARE
 JJ0874'CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS 10 FEET NORTH
 JJ0874'OF THE CENTER LINE OF THE TRACK ROAD, 1 FOOT SOUTH OF THE WIRE
 JJ0874'FENCE, AND ABOUT 5 FEET LOWER THAN THE STATION.
 JJ0874'
 JJ0874'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FIRST VIEW 1954
 JJ0874'1892 AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JJ0874'THAT PROJECTS 4 INCHES.  IT IS 45 FEET WEST OF THE CENTER LINE
 JJ0874'OF A ROAD, 24 FEET NORTH OF THE CENTER LINE OF THE TRACK ROAD,
 JJ0874'AND 12 FEET WEST OF A FENCE CORNER.  TO REACH THE MARK FROM
 JJ0874'THE STATION GO EAST ON THE TRACK ROAD FOR 0.6 MILE TO THE MARK
 JJ0874'ON THE LEFT.
 JJ0874'
 JJ0874'TO REACH THE STATION FROM THE POST OFFICE IN FIRST VIEW GO
 JJ0874'EAST ON U.S. HIGHWAY 40 FOR 0.1 MILE TO A CROSSROAD.  TURN RIGHT,
 JJ0874'SOUTH, AND GO 1.4 MILES TO A TRACK ROAD RIGHT.  TURN RIGHT, WEST,
 JJ0874'AND GO 0.6 MILE TO THE WITNESS POST ON THE RIGHT AND THE STATION
 JJ0874'ON THE LEFT.
 JJ0874'
 JJ0874'OBSERVED FROM A 20-FT. WOOD TOWER.
 JJ0874'
 JJ0874'DIRECTION TO R.M. NO. 1 WAS NOT CHECKED AS THE FORMER DIRECTION
 JJ0874'WAS GIVEN AS A MAGNETIC DIRECTION.
 JJ0874
 JJ0874                          STATION RECOVERY (1968)
 JJ0874
 JJ0874'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 JJ0874'THE STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 JJ0874'CONDITION.  THE AZIMUTH MARK HAD BEEN DESTROYED.  A 0.051 FOOT
 JJ0874'LONGER MEASUREMENT WAS NOTED AND CHECKED AND A 1 FT 08 IN LONGER
 JJ0874'DIRECTION WAS OBTAINED TO REFERENCE MARK 1.  A 0.214 FOOT SHORTER
 JJ0874'DISTANCE WAS NOTED AND CHECKED TO REFERENCE MARK 2.  THE
 JJ0874'REFERENCE MARK 2 DIRECTION CHECKED.  A NEW AZIMUTH MARK WAS SET
 JJ0874'THIS DATE.
 JJ0874'
 JJ0874'THE STATION IS LOCATED IN THE NORTHWEST 1/4 OF SECTION 34,
 JJ0874'T. 14 S., R. 46 W. AND ON PROPERTY OWNED BY MR. FLOYD
 JJ0874'GOODGAIN.  IT IS ABOUT 13 MILES EAST OF KIT CARSON, 11 MILES WEST
 JJ0874'OF CHEYENNE WELLS AND 2 MILES EAST-SOUTHEAST OF FIRST VIEW.
 JJ0874'
 JJ0874'TO REACH THE STATION FROM THE CROSSROAD IN THE EAST EDGE OF FIRST
 JJ0874'VIEW, GO SOUTH ON A GRAVELED ROAD FOR 1.45 MILES TO A SIDE ROAD
 JJ0874'RIGHT.  (THE AZIMUTH MARK IS IN THE NORTHWEST ANGLE FORMED BY
 JJ0874'THE SIDE ROAD RIGHT AND THE GRAVELED ROAD).  TURN RIGHT AND GO
 JJ0874'WEST ON A FIELD ROAD FOR 0.6 MILE TO THE SUMMIT OF A LOW RISE AND
 JJ0874'THE STATION.
 JJ0874'
 JJ0874'THE STATION MARK IS A STANDARD DISK STAMPED FIRST VIEW 1892,
 JJ0874'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE WHICH IS ABOUT 6
 JJ0874'INCHES BELOW THE GROUND SURFACE.  IT IS ON THE HIGHEST POINT IN A
 JJ0874'CULTIVATED FIELD, 104.3 FEET SOUTH OF A WOODEN WITNESS POST WHICH
 JJ0874'IS SET IN AN EAST-WEST FENCE.
 JJ0874'
 JJ0874'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FIRST VIEW 1892,
 JJ0874'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH IS 3
 JJ0874'INCHES BELOW THE GROUND SURFACE.  IT IS 6 FEET NORTH OF THE CENTER
 JJ0874'OF THE FIELD ROAD, 3 FEET SOUTH OF A WITNESS POST SET IN THE
 JJ0874'EAST-WEST FENCE AND ABOUT 3 FEET LOWER THAN THE STATION
 JJ0874'MARK.
 JJ0874'
 JJ0874'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FIRST VIEW NO 2 1892
 JJ0874'1954, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JJ0874'PROJECTING 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 9 FEET NORTH
 JJ0874'OF THE CENTER OF THE FIELD ROAD, IN THE EAST-WEST FENCE AND ABOUT
 JJ0874'10 FEET LOWER THAN THE STATION MARK.
 JJ0874'
 JJ0874'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FIRST VIEW 1892 NO 2
 JJ0874'1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 JJ0874'PROJECTING 6 INCHES.  IT IS 49 FEET NORTH OF THE CENTER OF THE
 JJ0874'FIELD ROAD, 35 FEET WEST OF THE CENTER OF THE GRAVELED ROAD, 20.6
 JJ0874'FEET NORTH OF A FENCE CORNER POST, 3 FEET WEST OF A POWER LINE
 JJ0874'POLE AND 1.6 FEET SOUTHEAST OF A METAL WITNESS POST.
 JJ0874'
 JJ0874'HEIGHT OF LIGHT ABOVE STATION MARK 6 FEET.
 JJ0874
 JJ0874                          STATION RECOVERY (1971)
 JJ0874
 JJ0874'RECOVERY NOTE BY US ENGINEERS 1971 (M)
 JJ0874'STATION, RM 1, RM 2 AND AZIMUTH MARK 2 RECOVERED IN GOOD CONDITION.
 JJ0874'THERE IS NO LONGER A POST OFFICE IN FIRST VIEW, COLO.
 JJ0874'
 JJ0874'A NEW ROUTE DESCRIPTION FOLLOWS--TO REACH THE STATION FROM THE
 JJ0874'INTERSECTION OF U. S. HWY 40 AND A NORTH-SOUTH SECTION ROAD IN THE
 JJ0874'VILLAGE OF FIRST VIEW, GO SOUTH ON SECTION ROAD FOR 1.4 MILES TO A
 JJ0874'TRACK ROAD AND AZIMUTH MARK RIGHT (AZ. MARK SETS INSIDE THE FENCE
 JJ0874'CORNER ON THE RIGHT).  TURN RIGHT (WEST) ON TRACK ROAD FOR 0.6
 JJ0874'MILE TO THE WITNESS POST ON THE RIGHT AND THE STATION ON THE LEFT.
 JJ0874
 JJ0874                          STATION RECOVERY (1974)
 JJ0874
 JJ0874'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (RCF)
 JJ0874'THE STATION MARK MAY STILL BE BURIED IN THE CULTIVATED FIELD
 JJ0874'BUT THE REF. MARKS HAVE BEEN DESTROYED AND WAS UNABLE TO LOCATE
 JJ0874'THE STATION MK.
 JJ0874
 JJ0874                          STATION RECOVERY (1975)
 JJ0874
 JJ0874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JJ0874'THE AZIMUTH MARK WAS FOUND AND IS IN GOOD CONDITION.  THE REFERENCE
 JJ0874'MARKS WERE FOUND LYING ON THEIR SIDES ON TOP OF GROUND INSIDE A
 JJ0874'FENCED PASTURE.  THE STATION MARK WAS NOT FOUND BUT COULD STILL
 JJ0874'BE IN ITS ORIGINAL POSITION.  MARK IS UNDERGROUND IN A CULTIVATED
 JJ0874'FIELD.  A NEW ROAD AND FENCE HAS BEEN CONSTRUCTED AT SITE.  ALSO
 JJ0874'A NEW TY MAST IS BEING ERECTED ACROSS THE ROAD FROM THE STATION
 JJ0874'SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0872 ***********************************************************************
 JJ0872  DESIGNATION -  FIRST VIEW RR SID DENVER ELEV
 JJ0872  PID         -  JJ0872
 JJ0872  STATE/COUNTY-  CO/CHEYENNE
 JJ0872  USGS QUAD   -  FIRSTVIEW (1982)
 JJ0872
 JJ0872                         *CURRENT SURVEY CONTROL
 JJ0872  ___________________________________________________________________
 JJ0872* NAD 83(1992)-  38 49 01.09335(N)    102 32 30.64523(W)     ADJUSTED  
 JJ0872* NAVD 88     -                                                        
 JJ0872  ___________________________________________________________________
 JJ0872  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 JJ0872  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 JJ0872
 JJ0872  HORZ ORDER  -  THIRD
 JJ0872
 JJ0872.The horizontal coordinates were established by classical geodetic methods
 JJ0872.and adjusted by the National Geodetic Survey in January 1993..
 JJ0872
 JJ0872
 JJ0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0872
 JJ0872.The geoid height was determined by GEOID03.
 JJ0872
 JJ0872;                    North         East     Units Scale Factor Converg.
 JJ0872;SPC CO C     -   418,173.422 1,171,256.245   MT  0.99994813   +1 51 56.4
 JJ0872;SPC CO C     - 1,371,957.30  3,842,696.53   sFT  0.99994813   +1 51 56.4
 JJ0872;UTM  13      - 4,299,336.608   713,417.341   MT  1.00016090   +1 32 29.2
 JJ0872
 JJ0872                          SUPERSEDED SURVEY CONTROL
 JJ0872
 JJ0872  NAD 83(1986)-  38 49 01.09070(N)    102 32 30.64226(W) AD(       ) 4
 JJ0872  NAD 27      -  38 49 01.06614(N)    102 32 28.95149(W) AD(       ) 3
 JJ0872
 JJ0872.Superseded values are not recommended for survey control.
 JJ0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0872.See file dsdata.txt to determine how the superseded data were derived.
 JJ0872
 JJ0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC1341799337(NAD 83)
 JJ0872_MARKER: 65 = GRAIN ELEVATOR
 JJ0872
 JJ0872  HISTORY     - Date     Condition        Report By
 JJ0872  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0872  HISTORY     - 1968     GOOD             CGS
 JJ0872
 JJ0872                          STATION DESCRIPTION
 JJ0872
 JJ0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0872'THE ELEVATOR IS LOCATED AT THE UNION PACIFIC RAILROAD SIDING
 JJ0872'OF FIRST VIEW.
 JJ0872'
 JJ0872'THE ELEVATOR IS A LARGE SQUARE CONCRETE STRUCTURE ABOUT
 JJ0872'60 FEET HIGH WITH A 20-FOOT HEADHOUSE ON TOP.  THE CENTER
 JJ0872'OF THE HEADHOUSE WAS INTERSECTED.
 JJ0872
 JJ0872                          STATION RECOVERY (1968)
 JJ0872
 JJ0872'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 JJ0872'THE STATION WAS RECOVERED AS DESCRIBED.  THE NAME WAS SHORTENED TO
 JJ0872'COMPLY WITH THE MEMORANDUM ON INTERSECTION STATIONS.
 JJ0872'
 JJ0872'IT IS LISTED AS FIRST VIEW RAILROAD SIDING, THE DENVER ELEVATORS,
 JJ0872'GRAIN ELEVATOR IN THE 1954 DATA.
 JJ0872'
 JJ0872'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JJ0872'IN FIRST VIEW.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0570 ***********************************************************************
 LM0570  DESIGNATION -  FISCHER
 LM0570  PID         -  LM0570
 LM0570  STATE/COUNTY-  CO/JACKSON
 LM0570  USGS QUAD   -  INDEPENDENCE MOUNTAIN (1955)
 LM0570
 LM0570                         *CURRENT SURVEY CONTROL
 LM0570  ___________________________________________________________________
 LM0570* NAD 83(1992)-  40 54 34.00243(N)    106 22 45.11739(W)     ADJUSTED  
 LM0570* NAVD 88     -      2858.4    (meters)    9378.     (feet)  VERTCON   
 LM0570  ___________________________________________________________________
 LM0570  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 LM0570  GEOID HEIGHT-         -11.47  (meters)                     GEOID03
 LM0570
 LM0570  HORZ ORDER  -  THIRD
 LM0570
 LM0570.The horizontal coordinates were established by classical geodetic methods
 LM0570.and adjusted by the National Geodetic Survey in January 1997..
 LM0570
 LM0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0570
 LM0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0570
 LM0570.The geoid height was determined by GEOID03.
 LM0570
 LM0570;                    North         East     Units Scale Factor Converg.
 LM0570;SPC CO N     -   480,172.894   840,328.605   MT  1.00002290   -0 34 05.1
 LM0570;SPC CO N     - 1,575,367.24  2,756,978.10   sFT  1.00002290   -0 34 05.1
 LM0570;UTM  13      - 4,529,620.283   383,847.003   MT  0.99976605   -0 54 11.8
 LM0570
 LM0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0570!SPC CO N     -   0.99955363  x   1.00002290  =   0.99957652
 LM0570!UTM  13      -   0.99955363  x   0.99976605  =   0.99931979
 LM0570
 LM0570:                Primary Azimuth Mark                     Grid Az
 LM0570:SPC CO N     -  INDEPENDENCE                             266 06 47.0
 LM0570:UTM  13      -  INDEPENDENCE                             266 26 53.7
 LM0570
 LM0570|---------------------------------------------------------------------|
 LM0570| PID    Reference Object                     Distance      Geod. Az  |
 LM0570|                                                           dddmmss.s |
 LM0570| LM0569 INDEPENDENCE                        APPROX. 5.2 KM 2653241.9 |
 LM0570|---------------------------------------------------------------------|
 LM0570
 LM0570                          SUPERSEDED SURVEY CONTROL
 LM0570
 LM0570  NAD 83(1992)-  40 54 34.00083(N)    106 22 45.11676(W) AD(       ) 3
 LM0570  NAD 83(1986)-  40 54 33.99864(N)    106 22 45.11139(W) AD(       ) 3
 LM0570  NAD 27      -  40 54 34.09170(N)    106 22 43.01063(W) AD(       ) 3
 LM0570  NGVD 29 (07/19/86) 2857.0    (m)         9373.     (f) VERT ANG       
 LM0570
 LM0570.Superseded values are not recommended for survey control.
 LM0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0570.See file dsdata.txt to determine how the superseded data were derived.
 LM0570
 LM0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF8384729620(NAD 83)
 LM0570
 LM0570  HISTORY     - Date     Condition        Report By
 LM0570  HISTORY     - 1949     MONUMENTED       USGS
 LM0570  HISTORY     - 1955     GOOD             USGS
 LM0570
 LM0570                          STATION DESCRIPTION
 LM0570
 LM0570'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LM0570'LOCATED APPROXIMATELY 4.5 MI. (AIRLINE) NW. OF COWDREY, COLORADO,
 LM0570'AND ABOUT 13.5 MI. (AIRLINE) NW. OF WALDEN, COLORADO, IN SE. 1/4
 LM0570'SEC. 16, T 11 N, R 80 W., ON ONE OF SEVERAL PROMINENT HIGH POINTS.
 LM0570'TIMBER GROWS NEARLY TO THE TOP ON THE N. SIDE.
 LM0570'
 LM0570'TO REACH STATION FROM COWDREY, COLORADO, GO W. ON STATE HIGHWAY 312
 LM0570'FOR 2.4 MI., PASSING OVER NORTH PLATTE AND MICHIGAN RIVER IN THE
 LM0570'MEANTIME.  TURN RIGHT ON SIDE RD. AND PROCEED 0.15 MI. TO GATE, THENCE
 LM0570'0.15 MI. TO Y-FORK IN RD.  PROCEED ON RIGHT FORK FOR 2.2 MI. UNTIL RD.
 LM0570'CROSSES DRAINAGE NEAR OLD ABANDONED BUILDINGS.  STAY ON W. SIDE OF
 LM0570'TWO-STORY BUILDING AND FOLLOW SECOND RIDGE N. OF MAIN DRAINAGE.
 LM0570'FOLLOW RIDGE IN GENERAL NW. DIRECTION FOR 0.7 MI. TO GATE AT FENCE.
 LM0570'PASS THROUGH GATE AND KEEP TO RIGHT OF N-S. FENCE.  THEN GO 0.5 MI.
 LM0570'UP OLD RD. WHICH FOLLOWS FENCE LINE TO BASE OF STEEP SLOPE.  AT THIS
 LM0570'POINT JEEP TRAVEL ENDS.  BECAUSE OF SOIL EROSION, TRUCK TRAVEL MAY
 LM0570'END AT OLD HOUSE N. OF DRAINAGE.  STATION IS 30-MINUTE PACK FROM BASE
 LM0570'OF STEEP SLOPE.  FOLLOW FENCE LINE TO TOP OF RIDGE.  TURN LEFT (W.)
 LM0570'TO HIGH POINT AND STATION.
 LM0570'
 LM0570'STATION MARK--STANDARD USGS TABLET STAMPED ---FISCHER 1949---,
 LM0570'CEMENTED IN EMBEDDED ROCK 2.5 FT. BELOW HIGHEST POINT AND 4 FT. E.
 LM0570'OF SMALL LONE PINE.
 LM0570'
 LM0570'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED
 LM0570'---FISCHER NO. 1 1949---, CEMENTED IN EMBEDDED ROCK AT A DISTANCE OF
 LM0570'41.9 FT., N 00 DEG 30 MIN W.
 LM0570'
 LM0570'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED
 LM0570'---FISCHER NO. 2 1949---, CEMENTED IN EMBEDDED ROCK ON HIGHEST POINT
 LM0570'AT A DISTANCE OF 34.5 FT., N 40 DEG 15 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0734 ***********************************************************************
 LK0734  DESIGNATION -  FISCUS
 LK0734  PID         -  LK0734
 LK0734  STATE/COUNTY-  CO/WELD
 LK0734  USGS QUAD   -  RAYMER NE (1977)
 LK0734
 LK0734                         *CURRENT SURVEY CONTROL
 LK0734  ___________________________________________________________________
 LK0734* NAD 83(1992)-  40 43 54.59151(N)    103 50 50.89460(W)     ADJUSTED  
 LK0734* NAVD 88     -      1485.     (meters)    4872.     (feet)  SCALED    
 LK0734  ___________________________________________________________________
 LK0734  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 LK0734  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 LK0734
 LK0734  HORZ ORDER  -  SECOND
 LK0734
 LK0734.The horizontal coordinates were established by classical geodetic methods
 LK0734.and adjusted by the National Geodetic Survey in January 1993..
 LK0734
 LK0734.The orthometric height was scaled from a topographic map.
 LK0734
 LK0734.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0734
 LK0734.The geoid height was determined by GEOID03.
 LK0734
 LK0734;                    North         East     Units Scale Factor Converg.
 LK0734;SPC CO N     -   461,382.130 1,053,990.487   MT  0.99999205   +1 04 03.9
 LK0734;SPC CO N     - 1,513,717.87  3,457,967.12   sFT  0.99999205   +1 04 03.9
 LK0734;UTM  13      - 4,509,627.209   597,322.260   MT  0.99971658   +0 45 07.6
 LK0734
 LK0734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0734!SPC CO N     -   0.99977011  x   0.99999205  =   0.99976216
 LK0734!UTM  13      -   0.99977011  x   0.99971658  =   0.99948676
 LK0734
 LK0734:                Primary Azimuth Mark                     Grid Az
 LK0734:SPC CO N     -  FISCUS AZ MK                             031 12 18.2
 LK0734:UTM  13      -  FISCUS AZ MK                             031 31 14.5
 LK0734
 LK0734|---------------------------------------------------------------------|
 LK0734| PID    Reference Object                     Distance      Geod. Az  |
 LK0734|                                                           dddmmss.s |
 LK0734| CP8033 FISCUS AZ MK                                       0321622.1 |
 LK0734| CP8034 FISCUS RM 1                          12.879 METERS 08144     |
 LK0734| CP8035 FISCUS RM 2                          15.858 METERS 35245     |
 LK0734|---------------------------------------------------------------------|
 LK0734
 LK0734                          SUPERSEDED SURVEY CONTROL
 LK0734
 LK0734  NAD 83(1986)-  40 43 54.58531(N)    103 50 50.89453(W) AD(       ) 2
 LK0734  NAD 27      -  40 43 54.63240(N)    103 50 49.08550(W) AD(       ) 2
 LK0734
 LK0734.Superseded values are not recommended for survey control.
 LK0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0734.See file dsdata.txt to determine how the superseded data were derived.
 LK0734
 LK0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF9732209627(NAD 83)
 LK0734_MARKER: DS = TRIANGULATION STATION DISK
 LK0734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0734
 LK0734  HISTORY     - Date     Condition        Report By
 LK0734  HISTORY     - 1963     MONUMENTED       CGS
 LK0734
 LK0734                          STATION DESCRIPTION
 LK0734
 LK0734'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 LK0734'THE STATION IS LOCATED ABOUT 8-1/2 MILES NORTH AND 1/4 MILE
 LK0734'WEST OF NEW RAYMER, ON THE SUMMIT OF A RIDGE IN THE NE 1/4 OF
 LK0734'SEC. 27 T9N R58W, AND ON PASTURE LAND OWNED BY MR. FISCUS.
 LK0734'
 LK0734'TO REACH THE STATION FROM THE POST OFFICE IN NEW RAYMER, GO
 LK0734'NORTH FOR 0.1 MILE THENCE TURN RIGHT AND GO EAST FOR 0.3
 LK0734'MILE TO A T-INTERSECTION. TURN LEFT AND FOLLOW THE GRAVELED ROAD
 LK0734'NORTH AND NORTHWEST FOR 3.7 MILES TO A Y-FORK.  TAKE THE LEFT
 LK0734'FORK AND GO NORTHWEST,NORTH, AND NORTHWEST FOR 2.9 MILES TO
 LK0734'A REVERSE Y-FORK.  TURN SHARP RIGHT AND GO EAST FOR 0.7 MILE
 LK0734'TO A T-ROAD TO THE LEFT.  TURN LEFT, NORTH, FOR 2.2 MILES
 LK0734'TO A FENCE CORNER ON THE LEFT, WEST, SIDE OF THE ROAD.  (TO
 LK0734'REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE AHEAD,
 LK0734'NORTH, FOR 0.6 MILE TO THE MARK ON THE RIGHT, EAST, SIDE OF
 LK0734'THE ROAD.) TURN LEFT AND FOLLOW THE FENCE LINE WEST FOR 0.35
 LK0734'MILE TO A FENCE CORNER AND THE STATION.
 LK0734'
 LK0734'THE STATION MARK, STAMPED FISCUS 1963, IS A STANDARD DISK
 LK0734'SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT THAT
 LK0734'PROJECTS 1 INCH.  IT IS 11 FEET SOUTHEAST OF A FENCE CORNER,
 LK0734'9.9 FEET SOUTHWEST OF A WITNESS POST, AND 9 FEET SOUTH OF A
 LK0734'FENCE.
 LK0734'
 LK0734'REFERENCE MARK NO. 1, STAMPED FISCUS NO 1 1963, IS A STANDARD
 LK0734'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT
 LK0734'THAT PROJECTS 5 INCHES.  IT IS 36.4 FEET EAST OF THE WITNESS
 LK0734'POST AND 1 FOOT SOUTH OF A FENCE.
 LK0734'
 LK0734'REFERENCE MARK NO. 2, STAMPED FISCUS NO 2 1963, IS A STANDARD
 LK0734'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT
 LK0734'THAT PROJECTS 1 INCH.  IT IS 44.9 FEET NORTH-NORTHWEST OF
 LK0734'THE WITNESS POST AND 1 FOOT EAST OF A FENCE.
 LK0734'
 LK0734'IT IS 66.4 FEET OR 20.24 METERS BETWEEN THE REFERENCE MARKS.
 LK0734'
 LK0734'THE AZIMUTH MARK, STAMPED FISCUS 1963, IS A STANDARD DISK
 LK0734'SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT THAT
 LK0734'PROJECTS 3 INCHES.  IT IS 83 FEET EAST OF THE CENTER OF A ROAD
 LK0734'AND 1 FOOT NORTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0563 ***********************************************************************
 HL0563  DESIGNATION -  FISHER
 HL0563  PID         -  HL0563
 HL0563  STATE/COUNTY-  CO/MINERAL
 HL0563  USGS QUAD   -  SPAR CITY (1986)
 HL0563
 HL0563                         *CURRENT SURVEY CONTROL
 HL0563  ___________________________________________________________________
 HL0563* NAD 83(1992)-  37 39 25.13586(N)    106 56 15.04967(W)     ADJUSTED  
 HL0563* NAVD 88     -      3923.1    (meters)   12871.     (feet)  VERTCON   
 HL0563  ___________________________________________________________________
 HL0563  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 HL0563  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 HL0563
 HL0563  HORZ ORDER  -  FIRST
 HL0563
 HL0563.The horizontal coordinates were established by classical geodetic methods
 HL0563.and adjusted by the National Geodetic Survey in January 1993..
 HL0563
 HL0563.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0563
 HL0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0563
 HL0563.The geoid height was determined by GEOID03.
 HL0563
 HL0563;                    North         East     Units Scale Factor Converg.
 HL0563;SPC CO S     -   415,685.332   787,566.949   MT  0.99995016   -0 52 54.3
 HL0563;SPC CO S     - 1,363,794.29  2,583,875.90   sFT  0.99995016   -0 52 54.3
 HL0563;UTM  13      - 4,169,523.375   329,093.841   MT  0.99995978   -1 11 02.3
 HL0563
 HL0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0563!SPC CO S     -   0.99938722  x   0.99995016  =   0.99933741
 HL0563!UTM  13      -   0.99938722  x   0.99995978  =   0.99934702
 HL0563
 HL0563|---------------------------------------------------------------------|
 HL0563| PID    Reference Object                     Distance      Geod. Az  |
 HL0563|                                                           dddmmss.s |
 HL0563| CM6409 FISHER RM 1                          12.186 METERS 04714     |
 HL0563| CM6410 FISHER RM 2                          11.233 METERS 15055     |
 HL0563| HL0559 BEAUTIFUL MOUNTAIN CAIRN            APPROX. 4.5 KM 1685837.5 |
 HL0563| CM6408 FISHER AZ MK                                       3380300.5 |
 HL0563|---------------------------------------------------------------------|
 HL0563
 HL0563                          SUPERSEDED SURVEY CONTROL
 HL0563
 HL0563  NAD 83(1986)-  37 39 25.13392(N)    106 56 15.05345(W) AD(       ) 1
 HL0563  NAD 27      -  37 39 25.12170(N)    106 56 12.89220(W) AD(       ) 1
 HL0563  NGVD 29 (07/19/86) 3921.2    (m)        12865.     (f) VERT ANG       
 HL0563
 HL0563.Superseded values are not recommended for survey control.
 HL0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0563.See file dsdata.txt to determine how the superseded data were derived.
 HL0563
 HL0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB2909469523(NAD 83)
 HL0563_MARKER: DS = TRIANGULATION STATION DISK
 HL0563_SETTING: 80 = SET IN A BOULDER
 HL0563_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HL0563
 HL0563  HISTORY     - Date     Condition        Report By
 HL0563  HISTORY     - 1958     MONUMENTED       CGS
 HL0563  HISTORY     - 1960     GOOD             USFS
 HL0563  HISTORY     - 1982     GOOD             NGS
 HL0563
 HL0563                          STATION DESCRIPTION
 HL0563
 HL0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 HL0563'THE STATION IS ON THE HIGHEST POINT OF FISHER MOUNTAIN WHICH
 HL0563'HAS AN ELEVATION OF 12,855 FEET AND IS THE HIGHEST POINT IN
 HL0563'THE VICINITY.  IT IS BETWEEN THE HEAD OF ROARING FORK CREEK
 HL0563'AND FISHER CREEK, ABOUT 17 MILES WEST OF SOUTH FORK, 13 MILES
 HL0563'SOUTH OF CREEDE, 10 MILES SOUTHWEST OF WAGON WHEEL GAP AND
 HL0563'3-1/2 MILES SOUTH-SOUTHEAST OF SPAR CITY.
 HL0563'
 HL0563'TO REACH THE STATION FROM THE POST OFFICE IN CREEDE, GO SOUTH
 HL0563'FOR 0.4 MILE TO THE JUNCTION OF STATE HIGHWAY 149, CONTINUE
 HL0563'SOUTH AND SOUTHWEST ON HIGHWAY 149 FOR 6.5 MILES TO A SIDE
 HL0563'ROAD ON THE LEFT JUST BEFORE CROSSING THE BRIDGE OVER THE
 HL0563'RIO GRANDE RIVER, TURN LEFT AND GO SOUTH FOR 4.1 MILES TO A
 HL0563'FORK, TAKE THE LEFT ROAD AND GO SOUTHEAST FOR 2.7 MILES TO A
 HL0563'FORK, TAKE THE RIGHT ROAD AND GO SOUTH FOR 0.6 MILE TO A
 HL0563'FORK, TAKE THE LEFT ROAD AND GO EASTERLY ON THE MAIN TRAVELED
 HL0563'ROAD FOR 1.85 MILES TO A CATTLE GUARD, CONTINUE EASTERLY FOR
 HL0563'2.65 MILES TO THE SITE OF AN OLD SAWMILL, CONTINUE FOR 0.3
 HL0563'MILE TO A FORK, TAKE THE RIGHT ROAD AND GO 1.4 MILES TO A
 HL0563'FORK, TAKE THE RIGHT ROAD AND GO 0.55 MILE TO A FORK, TAKE THE
 HL0563'RIGHT ROAD AND GO 0.35 MILE TO A SAWMILL ON THE LEFT (A
 HL0563'SMALL JEEP WILL BE NEEDED FROM THIS POINT), CONTINUE FOR 0.1
 HL0563'MILE TO A FORK, TAKE THE RIGHT ROAD UP STEEP GRADE FOR
 HL0563'0.15 MILE TO A FORK AND BLAZE ON PINE TREE ON LEFT, TAKE
 HL0563'THE RIGHT ROAD AND GO 0.2 MILE TO A FORK AND BLAZED
 HL0563'PINE TREE ON RIGHT, TAKE THE RIGHT ROAD AND GO 0.5 MILE TO A
 HL0563'FORK, TAKE THE LEFT ROAD AND GO ABOUT 50 FEET TO A FORK,
 HL0563'TAKE THE RIGHT ROAD AND GO 0.75 MILE TO AN OPEN AREA,
 HL0563'CONTINUE STRAIGHT AHEAD FOR 0.1 MILE TO CREST OF RIDGE,
 HL0563'TURN LEFT AND FOLLOW RIDGE SOUTH AND SOUTHEAST FOR 0.9 MILE
 HL0563'TO TOP OF FIRST HILL AND THE AZIMUTH MARK, CONTINUE
 HL0563'EAST FOR 1.0 MILE TO THE TOP OF HIGHEST HILL AND THE STATION.
 HL0563'
 HL0563'THE STATION IS A STANDARD DISK, STAMPED FISHER 1958, CEMENTED
 HL0563'IN A DRILL HOLE IN THE TOP OF A 12 X 24 INCH BOULDER PROJECTING
 HL0563'1 INCH.  IT IS 10 FEET WEST OF A 5-FOOT CAIRN.
 HL0563'
 HL0563'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FISHER NO 1
 HL0563'1958, CEMENTED IN A DRILL HOLE IN THE TOP OF AN 11 X 30 INCH
 HL0563'BOULDER PROJECTING 2 INCHES.  IT IS 34 FEET NORTHEAST OF THE
 HL0563'CAIRN.
 HL0563'
 HL0563'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FISHER NO 2 1958,
 HL0563'CEMENTED IN A DRILL HOLE IN THE TOP OF A 14 X 18 INCH BOULDER
 HL0563'PROJECTING 1 INCH.  IT IS 32 FEET SOUTHEAST OF THE CAIRN.
 HL0563'
 HL0563'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FISHER 1958,
 HL0563'CEMENTED IN A DRILL HOLE IN THE TOP OF AN 18 X 30 INCH BOULDER
 HL0563'PROJECTING 1 INCH.  IT IS 225 FEET NORTH OF A CAIRN AND 159
 HL0563'FEET WEST OF A DOUBLE CAIRN.  A WHITE WITNESS POST WAS SET
 HL0563'4 FEET SOUTHWEST OF THE MARK.
 HL0563
 HL0563                          STATION RECOVERY (1960)
 HL0563
 HL0563'RECOVERY NOTE BY US FOREST SERVICE 1960
 HL0563'STATION WAS FOUND AS DESCRIBED.
 HL0563
 HL0563                          STATION RECOVERY (1982)
 HL0563
 HL0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (JMM)
 HL0563'DESCRIBED IN NGS DESCRIPTION LIST 371064 STATION 1003, ALL MARKS IN
 HL0563'GOOD CONDITION, STATION REACHED BY FOOT AND HELICOPTER, ROUTE
 HL0563'DESCRIPTION IS ADEQUATE.
 HL0563'
 HL0563'STATION MARK= A STANDARD DISK STAMPED FISHER 1958 AND CEMENTED IN
 HL0563'SOLID ROCK FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0441 ***********************************************************************
 HK0441  DESIGNATION -  FISHER PEAK
 HK0441  PID         -  HK0441
 HK0441  STATE/COUNTY-  CO/LAS ANIMAS
 HK0441  USGS QUAD   -  FISHERS PEAK (1971)
 HK0441
 HK0441                         *CURRENT SURVEY CONTROL
 HK0441  ___________________________________________________________________
 HK0441* NAD 83(1992)-  37 05 53.55055(N)    104 27 46.00656(W)     ADJUSTED  
 HK0441* NAVD 88     -      2936.2    (meters)    9633.     (feet)  VERTCON   
 HK0441  ___________________________________________________________________
 HK0441  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 HK0441  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 HK0441
 HK0441  HORZ ORDER  -  FIRST
 HK0441
 HK0441.The horizontal coordinates were established by classical geodetic methods
 HK0441.and adjusted by the National Geodetic Survey in December 1993..
 HK0441
 HK0441.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0441
 HK0441.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0441
 HK0441.The geoid height was determined by GEOID03.
 HK0441
 HK0441;                    North         East     Units Scale Factor Converg.
 HK0441;SPC CO S     -   353,207.133 1,006,608.295   MT  1.00002727   +0 38 10.3
 HK0441;SPC CO S     - 1,158,813.74  3,302,514.05   sFT  1.00002727   +0 38 10.3
 HK0441;SPC NM E     -   676,382.034   153,493.651   MT  0.99991072   -0 04 41.1
 HK0441;SPC NM E     - 2,219,096.72    503,587.09   sFT  0.99991072   -0 04 41.1
 HK0441;UTM  13      - 4,105,902.044   547,738.405   MT  0.99962807   +0 19 26.6
 HK0441
 HK0441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0441!SPC CO S     -   0.99954234  x   1.00002727  =   0.99956960
 HK0441!SPC NM E     -   0.99954234  x   0.99991072  =   0.99945310
 HK0441!UTM  13      -   0.99954234  x   0.99962807  =   0.99917058
 HK0441
 HK0441:                Primary Azimuth Mark                     Grid Az
 HK0441:SPC CO S     -  EL PASO PUEBLO AWY BCN 48                005 11 23.0
 HK0441:SPC NM E     -  EL PASO PUEBLO AWY BCN 48                005 54 14.4
 HK0441:UTM  13      -  EL PASO PUEBLO AWY BCN 48                005 30 06.7
 HK0441
 HK0441|---------------------------------------------------------------------|
 HK0441| PID    Reference Object                     Distance      Geod. Az  |
 HK0441|                                                           dddmmss.s |
 HK0441| HK0432 EL PASO PUEBLO AWY BCN 48           APPROX.48.5 KM 0054933.3 |
 HK0441| HK0450 HOEHNE AT SF RR WATER TANK          APPROX.21.5 KM 0195918.7 |
 HK0441| HK0449 TRINIDAD RAD RANGE SYS CEN TWR      APPROX.25.8 KM 0262554.2 |
 HK0441| CM8084 FISHER PEAK RM 1                      8.016 METERS 07537     |
 HK0441| CM8085 FISHER PEAK RM 2                      7.337 METERS 14138     |
 HK0441| HK0488 EAST SPANISH PEAK CAIRN             APPROX.52.1 KM 3090330.9 |
 HK0441| HK0459 TRINIDAD ST CARMEL CH CROSS         APPROX. 9.2 KM 3254158.2 |
 HK0441| HK0464 TRINIDAD PWRHSE E SMOKESTACK        APPROX. 8.9 KM 3260714.8 |
 HK0441| HK0469 TRINIDAD WEST THEATRE TANK          APPROX. 8.7 KM 3320110.5 |
 HK0441| HK0460 TRINIDAD CATHOLIC CHURCH SPIRE      APPROX. 8.8 KM 3333018.0 |
 HK0441|---------------------------------------------------------------------|
 HK0441
 HK0441                          SUPERSEDED SURVEY CONTROL
 HK0441
 HK0441  NAD 83(1992)-  37 05 53.55130(N)    104 27 46.00708(W) AD(       ) 1
 HK0441  NAD 83(1986)-  37 05 53.55968(N)    104 27 46.00208(W) AD(       ) 1
 HK0441  NAD 27      -  37 05 53.48700(N)    104 27 44.05900(W) AD(       ) 1
 HK0441  NGVD 29 (07/19/86) 2935.1    (m)         9630.     (f) VERT ANG       
 HK0441
 HK0441.Superseded values are not recommended for survey control.
 HK0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0441.See file dsdata.txt to determine how the superseded data were derived.
 HK0441
 HK0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB4773805902(NAD 83)
 HK0441_MARKER: DS = TRIANGULATION STATION DISK
 HK0441_SETTING: 66 = SET IN ROCK OUTCROP
 HK0441
 HK0441  HISTORY     - Date     Condition        Report By
 HK0441  HISTORY     - 1945     MONUMENTED       CGS
 HK0441  HISTORY     - 1949     GOOD             USGS
 HK0441
 HK0441                          STATION DESCRIPTION
 HK0441
 HK0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAE)
 HK0441'STATION IS ON THE N EDGE OF FISHER PEAK, A VERY PROMINENT
 HK0441'AND PRECIPITOUS FLAT-TOPPED SPIRE WHICH IS SEPARATED FROM THE
 HK0441'N EDGE OF RATON MESA BY A SHARP HOG-BACK SADDLE.  THE PEAK
 HK0441'IS ABOUT THE SAME HEIGHT AS THE MESA AND IS LOCATED BY
 HK0441'APPROXIMATE AIR LINE DISTANCES, 5 MILES S OF TRINIDAD AND 2
 HK0441'MILES E OF U.S. HIGHWAY 85 AND 87.  THE STATION OVERLOOKS
 HK0441'ALL THE COUNTRY TO THE N, BUT WILL NOT SEE OVER THE SLIGHTLY
 HK0441'HIGHER GROUND IN THE CENTER OF THE TOP OF THE PEAK.
 HK0441'
 HK0441'TO REACH THE STATION FROM THE POST OFFICE IN TRINIDAD, GO W
 HK0441'ON THE MAIN STREET 0.4 MILE TO WHERE U.S. HIGHWAY 85 AND 87
 HK0441'TURN S TO RATON AT THE GRAND HOTEL.  TURN LEFT AND FOLLOW THE
 HK0441'HIGHWAY S FOR 1.25 MILES TO A GRADED ROAD FORKING TO THE LEFT,
 HK0441'0.45 MILE AFTER PASSING THE CAWTHON TRINIDAD COURT.  TURN
 HK0441'LEFT OFF THE HIGHWAY AND CONTINUE 0.55 MILE, THEN TURN RIGHT
 HK0441'ACROSS A CATTLE GUARD AND CONTINUE 0.2 MILE, THENCE KEEP
 HK0441'STRAIGHT AHEAD WHERE A ROAD FORKS OFF TO THE LEFT.  CONTINUE
 HK0441'0.15 MILE AND AGAIN KEEP STRAIGHT AHEAD WHERE A ROAD FORKS
 HK0441'OFF TO THE RIGHT.  GO 0.35 MILE TO A ROAD RIGHT AND A ROAD
 HK0441'LEFT.  TURN LEFT AND FOLLOW THE POOR ROCKY ROAD 1.15 MILES
 HK0441'TO AN ABANDONED MINE ON THE RIGHT.  TURN LEFT AND FOLLOW
 HK0441'THE VERY POOR ROAD FOR 0.55 MILE FURTHER.  FROM HERE PACK SE ON
 HK0441'THE TRACK ROAD TOWARDS THE PEAK FOR ABOUT 3/8 MILE TO THE
 HK0441'END OF THE ROAD IN A MEADOW WITH A SMALL STREAM FLOWING
 HK0441'THROUGH IT.  PACK UP TRAIL WHICH GOES INTO WOODS ON LEFT
 HK0441'SIDE OF STREAM FOR ABOUT 1/4 MILE TO A LEFT TURN IN THE TRAIL
 HK0441'JUST BEFORE REACHING THE SPRING WHICH IS THE SOURCE OF THE
 HK0441'STEAM.  KEEP LEFT ON THE TRAIL, IN PLACES STEEP AND
 HK0441'ROCKY, HEADING SE, THEN BEARING E, AND LATER SE AGAIN UP TO
 HK0441'THE HIGH SADDLE WHICH IS TO THE LEFT OR NE OF THE PEAK.
 HK0441'FROM HERE PACK S ON TRAIL DOWN TO A SMALL POOL OF WATER
 HK0441'WHICH IS AT A SLIGHTLY LOWER LEVEL.  CONTINUE PAST THE POOL,
 HK0441'THEN PICK UP DIM TRAILS WHICH LEAD W UP THE STEEP ROCKY
 HK0441'SLOPE TO THE BASE OF THE RIM ROCK, THENCE LEFT ALONG
 HK0441'TRAIL BELOW THE RIM TO THE S END OF THE PEAK.  TURN
 HK0441'RIGHT UP THROUGH THE RIM, THEN ACROSS THE TOP TO THE N END AND
 HK0441'THE STATION.
 HK0441'
 HK0441'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE
 HK0441'IN BEDROCK PROJECTING ABOUT 2 INCHES ABOVE THE GROUND.  IT IS
 HK0441'LOCATED 52 FEET S OF THE N EDGE OF THE PEAK.  DISK IS STAMPED
 HK0441'FISHER PEAK 1945.
 HK0441'
 HK0441'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 HK0441'HOLE IN A BOULDER WHICH PROJECTS ABOUT 2 INCHES.  IT IS LOCATED
 HK0441'ENE OF THE STATION AND ON ABOUT THE SAME LEVEL.  DISK IS
 HK0441'STAMPED FISHER PEAK NO 1 1945.
 HK0441'
 HK0441'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL
 HK0441'HOLE IN A BOULDER WHICH PROJECTS ABOUT 2 INCHES.  IT IS LOCATED
 HK0441'SE OF THE STATION AND ABOUT 1/2 FOOT HIGHER.  DISK IS STAMPED
 HK0441'FISHER PEAK NO 2 1945.
 HK0441'
 HK0441'TRIANGULATION STATION GOLF CAN BE USED FOR AN AZIMUTH MARK.
 HK0441'
 HK0441'A 4-FOOT STAND OVER THE MARK WILL NOT CLEAR THE HIGHER GROUND
 HK0441'ON THE PEAK IN THE DIRECTION OF STATION BRUNELLI.
 HK0441
 HK0441                          STATION RECOVERY (1949)
 HK0441
 HK0441'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 HK0441'STATION MARK--BRONZE STATION DISK SET IN A DRILL HOLE IN BEDROCK,
 HK0441'PROJECTING ABOUT 2 IN. ABOVE THE GROUND.  IT IS LOCATED 52 FT. S. OF
 HK0441'THE N. EDGE OF THE PEAK.  DISK IS STAMPED ---FISHER PEAK 1945---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0811 ***********************************************************************
 JL0811  DESIGNATION -  FITZ
 JL0811  PID         -  JL0811
 JL0811  STATE/COUNTY-  CO/GUNNISON
 JL0811  USGS QUAD   -  CURECANTI NEEDLE (1982)
 JL0811
 JL0811                         *CURRENT SURVEY CONTROL
 JL0811  ___________________________________________________________________
 JL0811* NAD 83(1992)-  38 23 48.99367(N)    107 25 50.45166(W)     ADJUSTED  
 JL0811* NAVD 88     -      2840.1    (meters)    9318.     (feet)  VERTCON   
 JL0811  ___________________________________________________________________
 JL0811  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 JL0811  GEOID HEIGHT-         -14.93  (meters)                     GEOID03
 JL0811
 JL0811  HORZ ORDER  -  SECOND
 JL0811
 JL0811.The horizontal coordinates were established by classical geodetic methods
 JL0811.and adjusted by the National Geodetic Survey in January 1993..
 JL0811
 JL0811.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0811
 JL0811.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0811
 JL0811.The geoid height was determined by GEOID03.
 JL0811
 JL0811;                    North         East     Units Scale Factor Converg.
 JL0811;SPC CO C     -   369,158.042   745,754.349   MT  1.00001085   -1 13 03.6
 JL0811;SPC CO C     - 1,211,146.01  2,446,695.73   sFT  1.00001085   -1 13 03.6
 JL0811;SPC CO S     -   498,582.216   745,756.578   MT  0.99999356   -1 11 03.3
 JL0811;SPC CO S     - 1,635,765.15  2,446,703.04   sFT  0.99999356   -1 11 03.3
 JL0811;UTM  13      - 4,252,655.620   287,733.436   MT  1.00015492   -1 30 37.0
 JL0811
 JL0811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0811!SPC CO C     -   0.99955690  x   1.00001085  =   0.99956775
 JL0811!SPC CO S     -   0.99955690  x   0.99999356  =   0.99955047
 JL0811!UTM  13      -   0.99955690  x   1.00015492  =   0.99971175
 JL0811
 JL0811|---------------------------------------------------------------------|
 JL0811| PID    Reference Object                     Distance      Geod. Az  |
 JL0811|                                                           dddmmss.s |
 JL0811| JL0812 MOUNTAIN ST TT CO MICROWAVE 29       22.718 METERS 09803     |
 JL0811| CM6411 FITZ AZ MK                                         1912823.7 |
 JL0811| CM6412 FITZ RM 1                            14.708 METERS 23136     |
 JL0811| CM6413 FITZ RM 2                            15.125 METERS 30703     |
 JL0811|---------------------------------------------------------------------|
 JL0811
 JL0811                          SUPERSEDED SURVEY CONTROL
 JL0811
 JL0811  NAD 83(1986)-  38 23 48.97933(N)    107 25 50.45224(W) AD(       ) 2
 JL0811  NAD 27      -  38 23 49.02860(N)    107 25 48.23920(W) AD(       ) 2
 JL0811  NGVD 29 (07/19/86) 2838.5    (m)         9313.     (f) VERT ANG       
 JL0811
 JL0811.Superseded values are not recommended for survey control.
 JL0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0811.See file dsdata.txt to determine how the superseded data were derived.
 JL0811
 JL0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC8773352656(NAD 83)
 JL0811_MARKER: DS = TRIANGULATION STATION DISK
 JL0811_SETTING: 66 = SET IN ROCK OUTCROP
 JL0811
 JL0811  HISTORY     - Date     Condition        Report By
 JL0811  HISTORY     - 1958     MONUMENTED       CGS
 JL0811
 JL0811                          STATION DESCRIPTION
 JL0811
 JL0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 JL0811'STATION IS LOCATED ON THE HIGHEST POINT OF THE SOUTH END
 JL0811'OF FITZPATRICK MESA WHICH IS CLEAR TO THE SOUTH AND HEAVILY
 JL0811'TIMBERED TO THE NORTH AT THIS POINT, ABOUT 31 MILES WEST-SOUTHWEST
 JL0811'OF GUNNISON, 23 MILES EAST-SOUTHEAST OF MONTROSE, 3/4 MILE
 JL0811'NORTH OF THE BLUE MESA PASS ON U.S. HIGHWAY 50 AND 74.53 FEET
 JL0811'WEST OF THE MOUNTAIN STATES T AND T CO., MICRO-WAVE RELAY
 JL0811'MAST KAN 29.
 JL0811'
 JL0811'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 50, 550 AND STATE
 JL0811'HIGHWAY 90, IN MONTROSE, BY GOING EASTERLY ON HIGHWAY 50 FOR
 JL0811'20.1 MILES TO THE CIMARRON POST OFFICE ON THE LEFT, CONTINUE
 JL0811'EASTERLY ON HIGHWAY 50 FOR 9.3 MILES TO THE SUMMIT OF BLUE MESA
 JL0811'PASS AND CROSSROADS WITH THE AZIMUTH MARK IN THE SOUTHEAST
 JL0811'ANGLE OF INTERSECTION, TURN LEFT, NORTH, PASS THROUGH GATE
 JL0811'FOR 0.4 MILE TO FORKS, TAKE LEFT FORK, NORTHWESTERLY, UP HILL
 JL0811'FOR 1.05 MILES TO A GATE ENTERING THE MICRO-WAVE STATION AND
 JL0811'STATION AS DESCRIBED.
 JL0811'
 JL0811'STATION MARK IS A STANDARD DISK, STAMPED FITZ 1958, CEMENTED
 JL0811'IN A DRILL HOLE IN A 1 X 2 FOOT BOULDER PROJECTING 3 INCHES.
 JL0811'IT IS 73 FEET NORTHWEST OF A POWERLINE POLE, 43 FEET WEST
 JL0811'OF THE SOUTHWEST CORNER OF THE MICRO-WAVE STATION BUILDING,
 JL0811'25 FEET SOUTH OF A POLE FENCE AND 23 FEET WEST OF THE FENCE
 JL0811'ENCLOSING THE MICRO-WAVE STATION.  A WHITE WITNESS POST
 JL0811'WAS SET 4 FEET NORTH OF THE MARK.
 JL0811'
 JL0811'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED FITZ NO 1 1958,
 JL0811'CEMENTED IN A DRILL HOLE IN A 2 X 6 FOOT BOULDER PROJECTING
 JL0811'3 INCHES.  IT IS 78.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 JL0811'OF THE BUILDING, 82 FEET WEST OF THE POWERLINE POLE, 68 FEET
 JL0811'SOUTH OF THE POLE FENCE AND 48 FEET WEST-SOUTHWEST OF THE
 JL0811'SOUTHWEST CORNER OF THE FENCE ENCLOSING THE MICRO-WAVE STATION.
 JL0811'
 JL0811'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED FITZ NO 2 1958,
 JL0811'CEMENTED IN A DRILL HOLE IN A 2 X 3 FOOT BOULDER PROJECTING
 JL0811'1 INCH.  IT IS 123 FEET NORTHWEST OF THE POWERLINE POLE, 92.6
 JL0811'FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING,
 JL0811'71 FEET WEST OF THE FENCE ENCLOSING THE MICRO-WAVE STATION AND
 JL0811'15 FEET SOUTH OF THE POLE FENCE.
 JL0811'
 JL0811'32 RHM IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 JL0811'STAMPED 32 RHM 8704 1955, SET IN THE TOP OF A 6-INCH, SQUARE,
 JL0811'CONCRETE POST PROJECTING 4 INCHES.  IT IS 74 FEET EAST OF
 JL0811'A NORTH-SOUTH GRADED ROAD, 47 FEET SOUTH OF THE CENTER OF
 JL0811'U.S. HIGHWAY 50 AND 2 FEET NORTH OF A ROAD RIGHT-OF-WAY FENCE.
 JL0811'A WHITE WITNESS POST WAS SET 1 FOOT SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0575 ***********************************************************************
 LK0575  DESIGNATION -  FITZJOHN
 LK0575  PID         -  LK0575
 LK0575  STATE/COUNTY-  CO/LOGAN
 LK0575  USGS QUAD   -  GLACKEN HILL (1972)
 LK0575
 LK0575                         *CURRENT SURVEY CONTROL
 LK0575  ___________________________________________________________________
 LK0575* NAD 83(1992)-  40 28 41.86876(N)    102 53 40.71695(W)     ADJUSTED  
 LK0575* NAVD 88     -      1324.1    (meters)    4344.     (feet)  GPS OBS   
 LK0575  ___________________________________________________________________
 LK0575  X           -  -1,084,416.930 (meters)                     COMP
 LK0575  Y           -  -4,736,847.845 (meters)                     COMP
 LK0575  Z           -   4,119,373.420 (meters)                     COMP
 LK0575  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 LK0575  ELLIP HEIGHT-        1303.85  (meters)          (12/03/02) GPS OBS
 LK0575  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 LK0575
 LK0575  HORZ ORDER  -  FIRST
 LK0575  ELLP ORDER  -  FOURTH    CLASS II
 LK0575
 LK0575.The horizontal coordinates were established by GPS observations
 LK0575.and adjusted by the National Geodetic Survey in July 1996..
 LK0575
 LK0575.The orthometric height was determined by GPS observations and a
 LK0575.high-resolution geoid model.
 LK0575
 LK0575.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0575
 LK0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0575
 LK0575.The ellipsoidal height was determined by GPS observations
 LK0575.and is referenced to NAD 83.
 LK0575
 LK0575.The geoid height was determined by GEOID03.
 LK0575
 LK0575;                    North         East     Units Scale Factor Converg.
 LK0575;SPC CO N     -   435,173.151 1,135,283.642   MT  0.99996471   +1 41 00.3
 LK0575;SPC CO N     - 1,427,730.58  3,724,676.42   sFT  0.99996471   +1 41 00.3
 LK0575;UTM  13      - 4,482,974.661   678,458.840   MT  0.99999203   +1 22 01.5
 LK0575
 LK0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0575!SPC CO N     -   0.99979551  x   0.99996471  =   0.99976022
 LK0575!UTM  13      -   0.99979551  x   0.99999203  =   0.99978754
 LK0575
 LK0575|---------------------------------------------------------------------|
 LK0575| PID    Reference Object                     Distance      Geod. Az  |
 LK0575|                                                           dddmmss.s |
 LK0575| CP8037 FITZJOHN RM 1                        22.853 METERS 06344     |
 LK0575| CP8038 FITZJOHN RM 2                        17.476 METERS 19124     |
 LK0575| CP8036 FITZJOHN AZ MK                                     3033735.6 |
 LK0575|---------------------------------------------------------------------|
 LK0575
 LK0575                          SUPERSEDED SURVEY CONTROL
 LK0575
 LK0575  ELLIP H (10/08/96) 1303.88   (m)                       GP(       ) 1 1
 LK0575  ELLIP H (07/08/96) 1304.13   (m)                       GP(       ) 1 1
 LK0575  NAD 83(1992)-  40 28 41.86688(N)    102 53 40.71684(W) AD(       ) 1
 LK0575  NAD 83(1986)-  40 28 41.86223(N)    102 53 40.71645(W) AD(       ) 1
 LK0575  NAD 27      -  40 28 41.89014(N)    102 53 38.96030(W) AD(       ) 1
 LK0575
 LK0575.Superseded values are not recommended for survey control.
 LK0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0575.See file dsdata.txt to determine how the superseded data were derived.
 LK0575
 LK0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE7845982975(NAD 83)
 LK0575_MARKER: DS = TRIANGULATION STATION DISK
 LK0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0575_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LK0575_STAMPING: FITZJOHN 1969
 LK0575_MARK LOGO: CGS   
 LK0575_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LK0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0575+STABILITY: SURFACE MOTION
 LK0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0575+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1995
 LK0575
 LK0575  HISTORY     - Date     Condition        Report By
 LK0575  HISTORY     - 1969     MONUMENTED       CGS
 LK0575  HISTORY     - 19950628 GOOD             MSAM
 LK0575
 LK0575                          STATION DESCRIPTION
 LK0575
 LK0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 LK0575'THE STATION IS LOCATED IN THE FARMYARD OF PROPERTY OWNED BY
 LK0575'MR. LOREN FITZJOHN IN THE NORTHEAST 1/4 OF SECTION 24, T. 6 N., R. 5
 LK0575'W.  IT IS ABOUT 18 MILES SOUTHWEST OF HAXTUN AND 14 MILES SOUTH
 LK0575'AND 3 MILES WEST OF FLEMING.
 LK0575'
 LK0575'TO REACH THE STATION FROM THE POST OFFICE IN FLEMING, GO SOUTH
 LK0575'ON A MACADAM ROAD FOR 6.5 MILES TO A CROSSROAD.  CONTINUE SOUTH FOR
 LK0575'6 MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A GRAVEL ROAD
 LK0575'FOR 2.9 MILES TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A
 LK0575'GRAVEL ROAD FOR 1.25 MILES TO THE FARM HOME OF MR. FITZJOHN ON
 LK0575'THE RIGHT AND THE STATION.
 LK0575'
 LK0575'THE STATION MARK IS A STANDARD DISK STAMPED FITZJOHN 1968, SET
 LK0575'IN THE TOP OF 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 LK0575'FLUSH.  IT IS 57.6 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF A
 LK0575'FRAME BUILDING, 42 FEET WEST OF A SMALL POWER LINE POLE AND 14.4
 LK0575'FEET NORTHEAST OF A METAL WITNESS POST.
 LK0575'
 LK0575'REFERENCE MARK 1 IS A STANDARD DISK STAMPED FITZJOHN NO 1 1968,
 LK0575'SET IN THE TOP OF 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 LK0575'PROJECTS 2 INCHES.  IT IS 50.6 FEET NORTH-NORTHEAST OF THE SMALL
 LK0575'POWER LINE POLE, 24.2 FEET EAST OF THE SOUTHEAST CORNER OF THE
 LK0575'FRAME BUILDING AND 1.2 FEET SOUTH-SOUTHEAST OF A SMALL POWER LINE
 LK0575'POLE.
 LK0575'
 LK0575'REFERENCE MARK 2 IS A STANDARD DISK STAMPED FITZJOHN NO 2 1968,
 LK0575'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 LK0575'PROJECTS 3 INCHES.  IT IS 47.4 FEET SOUTH OF THE METAL WITNESS
 LK0575'POST, 2.3 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A METAL
 LK0575'BUILDING AND 1.2 FEET EAST OF A WIRE FENCE.
 LK0575'
 LK0575'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FITZJOHN 1968,
 LK0575'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 LK0575'PROJECTS 2 INCHES.  IT IS 35 FEET NORTH OF THE CENTER OF A GRAVEL
 LK0575'ROAD, 2.6 FEET WEST OF A METAL WITNESS POST AND 1.3 FEET EAST OF
 LK0575'A POWER LINE POLE.
 LK0575'
 LK0575'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 LK0575'GRAVEL ROAD FOR 0.25 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO
 LK0575'WEST ON A GRAVEL ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE
 LK0575'RIGHT.
 LK0575'
 LK0575'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LK0575
 LK0575                          STATION RECOVERY (1995)
 LK0575
 LK0575'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0575'OWNERSHIP-- MR.  ANDREW PICKENS (970) 522-1004.  THE STATION IS 45 FT
 LK0575'(13.7 M) SOUTHWESTERLY OF THE SOUTHWEST CORNER OF A METAL BUILDING, 40
 LK0575'FT (12.2 M) WEST OF A LIGHT POLE, 57 FT (17.4 M) NORTH-NORTHWEST OF
 LK0575'THE NORTHEAST CORNER OF A METAL BUILDING, 14 FT (4.3 M) NORTHEAST OF A
 LK0575'METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1686 ***********************************************************************
 KK1686  DESIGNATION -  FITZSIMONS ARMY HOSP W TANK
 KK1686  PID         -  KK1686
 KK1686  STATE/COUNTY-  CO/ADAMS
 KK1686  USGS QUAD   -  FITZSIMONS (1994)
 KK1686
 KK1686                         *CURRENT SURVEY CONTROL
 KK1686  ___________________________________________________________________
 KK1686* NAD 83(1992)-  39 44 54.28599(N)    104 49 59.12273(W)     ADJUSTED  
 KK1686* NAVD 88     -                                                        
 KK1686  ___________________________________________________________________
 KK1686  LAPLACE CORR-          -4.75  (seconds)                    DEFLEC99
 KK1686  GEOID HEIGHT-         -17.60  (meters)                     GEOID03
 KK1686
 KK1686  HORZ ORDER  -  THIRD
 KK1686
 KK1686.The horizontal coordinates were established by classical geodetic methods
 KK1686.and adjusted by the National Geodetic Survey in January 1993..
 KK1686
 KK1686
 KK1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1686
 KK1686.The geoid height was determined by GEOID03.
 KK1686
 KK1686;                    North         East     Units Scale Factor Converg.
 KK1686;SPC CO N     -   351,101.706   971,559.507   MT  0.99999503   +0 25 51.3
 KK1686;SPC CO N     - 1,151,906.18  3,187,524.82   sFT  0.99999503   +0 25 51.3
 KK1686;UTM  13      - 4,399,847.423   514,299.571   MT  0.99960252   +0 06 24.2
 KK1686
 KK1686                          SUPERSEDED SURVEY CONTROL
 KK1686
 KK1686  NAD 83(1986)-  39 44 54.28077(N)    104 49 59.11942(W) AD(       ) 4
 KK1686  NAD 27      -  39 44 54.32768(N)    104 49 57.20899(W) AD(       ) 3
 KK1686
 KK1686.Superseded values are not recommended for survey control.
 KK1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1686.See file dsdata.txt to determine how the superseded data were derived.
 KK1686
 KK1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED1430099847(NAD 83)
 KK1686
 KK1686  HISTORY     - Date     Condition        Report By
 KK1686  HISTORY     - UNK      MONUMENTED
 KK1686  HISTORY     - 1964     SEE DESCRIPTION  CGS
 KK1686  HISTORY     - 1968     SEE DESCRIPTION  CGS
 KK1686  HISTORY     - 1970     SEE DESCRIPTION  NGS
 KK1686  HISTORY     - 1976     SEE DESCRIPTION  NGS
 KK1686  HISTORY     - 20021224 POOR             INDIV
 KK1686
 KK1686                          STATION DESCRIPTION
 KK1686
 KK1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (JWB)
 KK1686'THE STATION WAS RECOVERED IN GOOD CONDITION
 KK1686
 KK1686                          STATION RECOVERY (1968)
 KK1686
 KK1686'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRK)
 KK1686'STATION WAS VISITED, FOUND IN GOOD CONDITION.
 KK1686
 KK1686                          STATION RECOVERY (1970)
 KK1686
 KK1686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KK1686'RECOVERED AS DESCRIBED BY G. R. KNECHT IN 1968.
 KK1686
 KK1686                          STATION RECOVERY (1976)
 KK1686
 KK1686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (DAH)
 KK1686'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 KK1686'
 KK1686'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KK1686'AT AURORA.
 KK1686
 KK1686                          STATION RECOVERY (2002)
 KK1686
 KK1686'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (PJM)
 KK1686'DESIGNATION IS 'FITZSIMONS ARMY HOSP W TANK' BUT HISTORY OFFERS NO
 KK1686'DESCRIPTION. FOUND A CONCRETE FOUNDATION AT THE NGS COORDINATES THAT
 KK1686'MAY HAVE SUPPORTED A WATER TANK. NO OTHER INDICATIONS OF A TANK EXIST
 KK1686'AT SITE.  GPS COORDINATES USING WGS84 DATUM ARE N39 44.905 W104 49.984
 KK1686'ACCY +/- 18 FEET
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0491 ***********************************************************************
 KJ0491  DESIGNATION -  FLAGLER EQUITY COOP CO ELEVR
 KJ0491  PID         -  KJ0491
 KJ0491  STATE/COUNTY-  CO/KIT CARSON
 KJ0491  USGS QUAD   -  FLAGLER (1979)
 KJ0491
 KJ0491                         *CURRENT SURVEY CONTROL
 KJ0491  ___________________________________________________________________
 KJ0491* NAD 83(1992)-  39 17 23.45845(N)    103 03 53.35474(W)     ADJUSTED  
 KJ0491* NAVD 88     -                                                        
 KJ0491  ___________________________________________________________________
 KJ0491  LAPLACE CORR-          -5.44  (seconds)                    DEFLEC99
 KJ0491  GEOID HEIGHT-         -21.31  (meters)                     GEOID03
 KJ0491
 KJ0491  HORZ ORDER  -  THIRD
 KJ0491
 KJ0491.The horizontal coordinates were established by classical geodetic methods
 KJ0491.and adjusted by the National Geodetic Survey in January 1993..
 KJ0491
 KJ0491
 KJ0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0491
 KJ0491.The geoid height was determined by GEOID03.
 KJ0491
 KJ0491;                    North         East     Units Scale Factor Converg.
 KJ0491;SPC CO C     -   469,300.791 1,124,451.790   MT  0.99994132   +1 32 09.0
 KJ0491;SPC CO C     - 1,539,697.68  3,689,138.91   sFT  0.99994132   +1 32 09.0
 KJ0491;UTM  13      - 4,350,727.410   666,891.089   MT  0.99994295   +1 13 32.6
 KJ0491
 KJ0491                          SUPERSEDED SURVEY CONTROL
 KJ0491
 KJ0491  NAD 83(1986)-  39 17 23.45046(N)    103 03 53.35180(W) AD(       ) 4
 KJ0491  NAD 27      -  39 17 23.47985(N)    103 03 51.58446(W) AD(       ) 3
 KJ0491
 KJ0491.Superseded values are not recommended for survey control.
 KJ0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0491.See file dsdata.txt to determine how the superseded data were derived.
 KJ0491
 KJ0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD6689150727(NAD 83)
 KJ0491_MARKER: 65 = GRAIN ELEVATOR
 KJ0491
 KJ0491  HISTORY     - Date     Condition        Report By
 KJ0491  HISTORY     - 1968     FIRST OBSERVED   CGS
 KJ0491
 KJ0491                          STATION DESCRIPTION
 KJ0491
 KJ0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KJ0491'THE STATION IS LOCATED IN THE SOUTHWEST ANGLE OF PAWNEE AVENUE AND
 KJ0491'EAST 2ND STREET IN FLAGLER.  IT IS OWNED BY THE EQUITY CO-OP
 KJ0491'COMPANY.
 KJ0491'
 KJ0491'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE HEAD HOUSE
 KJ0491'WHICH IS AFFIXED TO THE TOP OF THE CONCRETE GRAIN ELEVATOR.  THE
 KJ0491'ENTIRE STRUCTURE IS CONSTRUCTED OF CONCRETE AND HAS AN OVER-ALL
 KJ0491'HEIGHT OF 138 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0492 ***********************************************************************
 KJ0492  DESIGNATION -  FLAGLER MW MAST
 KJ0492  PID         -  KJ0492
 KJ0492  STATE/COUNTY-  CO/KIT CARSON
 KJ0492  USGS QUAD   -  FLAGLER (1979)
 KJ0492
 KJ0492                         *CURRENT SURVEY CONTROL
 KJ0492  ___________________________________________________________________
 KJ0492* NAD 83(1992)-  39 18 09.66969(N)    103 04 31.54066(W)     ADJUSTED  
 KJ0492* NAVD 88     -                                                        
 KJ0492  ___________________________________________________________________
 KJ0492  LAPLACE CORR-          -5.38  (seconds)                    DEFLEC99
 KJ0492  GEOID HEIGHT-         -21.26  (meters)                     GEOID03
 KJ0492
 KJ0492  HORZ ORDER  -  THIRD
 KJ0492
 KJ0492.The horizontal coordinates were established by classical geodetic methods
 KJ0492.and adjusted by the National Geodetic Survey in January 1993..
 KJ0492
 KJ0492
 KJ0492.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0492
 KJ0492.The geoid height was determined by GEOID03.
 KJ0492
 KJ0492;                    North         East     Units Scale Factor Converg.
 KJ0492;SPC CO C     -   470,700.846 1,123,499.040   MT  0.99994208   +1 31 44.9
 KJ0492;SPC CO C     - 1,544,291.03  3,686,013.10   sFT  0.99994208   +1 31 44.9
 KJ0492;UTM  13      - 4,352,132.598   665,945.928   MT  0.99993907   +1 13 09.6
 KJ0492
 KJ0492                          SUPERSEDED SURVEY CONTROL
 KJ0492
 KJ0492  NAD 83(1986)-  39 18 09.66355(N)    103 04 31.53740(W) AD(       ) 4
 KJ0492  NAD 27      -  39 18 09.69291(N)    103 04 29.76987(W) AD(       ) 3
 KJ0492
 KJ0492.Superseded values are not recommended for survey control.
 KJ0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0492.See file dsdata.txt to determine how the superseded data were derived.
 KJ0492
 KJ0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD6594652133(NAD 83)
 KJ0492_MARKER: 44 = MICROWAVE MAST
 KJ0492
 KJ0492  HISTORY     - Date     Condition        Report By
 KJ0492  HISTORY     - 1968     FIRST OBSERVED   CGS
 KJ0492
 KJ0492                          STATION DESCRIPTION
 KJ0492
 KJ0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KJ0492'THE STATION IS THE CENTER OF THE RED LIGHT ATOP THE MAST, LOCATED
 KJ0492'0.3 MILE WEST OF THE JUNCTION OF NORTH MAIN AND EAST 11 TH STREET
 KJ0492'IN FLAGLER.
 KJ0492'
 KJ0492'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE GUYED STEEL MAST
 KJ0492'WHICH IS PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE AND HAS AN
 KJ0492'OVER-ALL HEIGHT OF ABOUT 270 FEET.  THE OWNER WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0490 ***********************************************************************
 KJ0490  DESIGNATION -  FLAGLER REA RAD MAST
 KJ0490  PID         -  KJ0490
 KJ0490  STATE/COUNTY-  CO/KIT CARSON
 KJ0490  USGS QUAD   -  FLAGLER (1979)
 KJ0490
 KJ0490                         *CURRENT SURVEY CONTROL
 KJ0490  ___________________________________________________________________
 KJ0490* NAD 83(1992)-  39 18 04.43002(N)    103 03 47.03645(W)     ADJUSTED  
 KJ0490* NAVD 88     -                                                        
 KJ0490  ___________________________________________________________________
 KJ0490  LAPLACE CORR-          -5.39  (seconds)                    DEFLEC99
 KJ0490  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 KJ0490
 KJ0490  HORZ ORDER  -  THIRD
 KJ0490
 KJ0490.The horizontal coordinates were established by classical geodetic methods
 KJ0490.and adjusted by the National Geodetic Survey in January 1993..
 KJ0490
 KJ0490
 KJ0490.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0490
 KJ0490.The geoid height was determined by GEOID03.
 KJ0490
 KJ0490;                    North         East     Units Scale Factor Converg.
 KJ0490;SPC CO C     -   470,567.853 1,124,569.253   MT  0.99994200   +1 32 13.0
 KJ0490;SPC CO C     - 1,543,854.70  3,689,524.29   sFT  0.99994200   +1 32 13.0
 KJ0490;UTM  13      - 4,351,993.819   667,015.405   MT  0.99994346   +1 13 37.7
 KJ0490
 KJ0490                          SUPERSEDED SURVEY CONTROL
 KJ0490
 KJ0490  NAD 83(1986)-  39 18 04.42392(N)    103 03 47.03320(W) AD(       ) 4
 KJ0490  NAD 27      -  39 18 04.45281(N)    103 03 45.26679(W) AD(       ) 3
 KJ0490
 KJ0490.Superseded values are not recommended for survey control.
 KJ0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0490.See file dsdata.txt to determine how the superseded data were derived.
 KJ0490
 KJ0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD6701551994(NAD 83)
 KJ0490_MARKER: 42 = RADIO/TV MAST
 KJ0490
 KJ0490  HISTORY     - Date     Condition        Report By
 KJ0490  HISTORY     - 1968     FIRST OBSERVED   CGS
 KJ0490
 KJ0490                          STATION DESCRIPTION
 KJ0490
 KJ0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KJ0490'THE STATION IS THE CENTER OF THE RED LIGHT ATOP THE MAST, LOCATED
 KJ0490'IN THE NORTHEAST EDGE OF FLAGLER, 0.05 MILE SOUTH OF E 11TH
 KJ0490'STREET AND 0.05 MILE WEST OF RUFFNER AVE.  IT IS A GUYED STEEL
 KJ0490'STRUCTURE PAINTED ALTERNATELY IN SECTIONS OF RED AND WHITE.  THE
 KJ0490'OVERALL HEIGHT IS APPROXIMATELY 250 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0489 ***********************************************************************
 KJ0489  DESIGNATION -  FLAGLER WATER TANK
 KJ0489  PID         -  KJ0489
 KJ0489  STATE/COUNTY-  CO/KIT CARSON
 KJ0489  USGS QUAD   -  FLAGLER (1979)
 KJ0489
 KJ0489                         *CURRENT SURVEY CONTROL
 KJ0489  ___________________________________________________________________
 KJ0489* NAD 83(1992)-  39 17 51.28442(N)    103 04 06.88448(W)     ADJUSTED  
 KJ0489* NAVD 88     -                                                        
 KJ0489  ___________________________________________________________________
 KJ0489  LAPLACE CORR-          -5.40  (seconds)                    DEFLEC99
 KJ0489  GEOID HEIGHT-         -21.29  (meters)                     GEOID03
 KJ0489
 KJ0489  HORZ ORDER  -  THIRD
 KJ0489
 KJ0489.The horizontal coordinates were established by classical geodetic methods
 KJ0489.and adjusted by the National Geodetic Survey in January 1993..
 KJ0489
 KJ0489
 KJ0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0489
 KJ0489.The geoid height was determined by GEOID03.
 KJ0489
 KJ0489;                    North         East     Units Scale Factor Converg.
 KJ0489;SPC CO C     -   470,149.881 1,124,104.730   MT  0.99994178   +1 32 00.5
 KJ0489;SPC CO C     - 1,542,483.40  3,688,000.27   sFT  0.99994178   +1 32 00.5
 KJ0489;UTM  13      - 4,351,578.366   666,548.628   MT  0.99994154   +1 13 24.8
 KJ0489
 KJ0489                          SUPERSEDED SURVEY CONTROL
 KJ0489
 KJ0489  NAD 83(1986)-  39 17 51.27615(N)    103 04 06.88270(W) AD(       ) 4
 KJ0489  NAD 27      -  39 17 51.33000(N)    103 04 05.10000(W) AD(       ) 3
 KJ0489
 KJ0489.Superseded values are not recommended for survey control.
 KJ0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0489.See file dsdata.txt to determine how the superseded data were derived.
 KJ0489
 KJ0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD6654951578(NAD 83)
 KJ0489_MARKER: 51 = TANK
 KJ0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KJ0489+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2003
 KJ0489
 KJ0489  HISTORY     - Date     Condition        Report By
 KJ0489  HISTORY     - 1934     FIRST OBSERVED   CGS
 KJ0489  HISTORY     - 1969     GOOD             CGS
 KJ0489  HISTORY     - 20030712 GOOD             USPSQD
 KJ0489
 KJ0489                          STATION DESCRIPTION
 KJ0489
 KJ0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 KJ0489'NO 1934 DESCRIPTION WAS AVAILABLE.  A NEW DESCRIPTION FOLLOWS.
 KJ0489'
 KJ0489'THE STATION IS LOCATED IN THE NORTHWEST ANGLE OF MAIN AND EAST 8TH
 KJ0489'STREETS IN FLAGLER.  IT IS OWNED BY THE TOWN OF FLAGLER.
 KJ0489'
 KJ0489'THE POINT INTERSECTED WAS THE FINIAL OF A CONICAL ROOFED WATER
 KJ0489'TANK WHICH IS SUPPORTED BY 4 LACED STEEL LEGS.  THE ENTIRE
 KJ0489'STRUCTURE IS PAINTED SILVER AND HAS AN OVER-ALL HEIGHT OF 110 FEET.
 KJ0489'
 KJ0489'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KJ0489'IN FLAGLER.
 KJ0489
 KJ0489                          STATION RECOVERY (2003)
 KJ0489
 KJ0489'RECOVERY NOTE BY US POWER SQUADRON 2003 (KFJ)
 KJ0489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0671 ***********************************************************************
 JL0671  DESIGNATION -  FLAGSTAFF
 JL0671  PID         -  JL0671
 JL0671  STATE/COUNTY-  CO/SAGUACHE
 JL0671  USGS QUAD   -  BONANZA (1980)
 JL0671
 JL0671                         *CURRENT SURVEY CONTROL
 JL0671  ___________________________________________________________________
 JL0671* NAD 83(1992)-  38 16 32.53515(N)    106 11 58.71423(W)     ADJUSTED  
 JL0671* NAVD 88     -      3677.9    (meters)   12067.     (feet)  VERTCON   
 JL0671  ___________________________________________________________________
 JL0671  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 JL0671  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 JL0671
 JL0671  HORZ ORDER  -  FIRST
 JL0671
 JL0671.The horizontal coordinates were established by classical geodetic methods
 JL0671.and adjusted by the National Geodetic Survey in January 1993..
 JL0671
 JL0671.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0671
 JL0671.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0671
 JL0671.The geoid height was determined by GEOID03.
 JL0671
 JL0671;                    North         East     Units Scale Factor Converg.
 JL0671;SPC CO S     -   483,610.967   853,183.354   MT  0.99997503   -0 25 44.9
 JL0671;SPC CO S     - 1,586,646.98  2,799,152.39   sFT  0.99997503   -0 25 44.9
 JL0671;UTM  13      - 4,237,086.221   395,068.305   MT  0.99973560   -0 44 35.5
 JL0671
 JL0671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0671!SPC CO S     -   0.99942554  x   0.99997503  =   0.99940059
 JL0671!UTM  13      -   0.99942554  x   0.99973560  =   0.99916129
 JL0671
 JL0671|---------------------------------------------------------------------|
 JL0671| PID    Reference Object                     Distance      Geod. Az  |
 JL0671|                                                           dddmmss.s |
 JL0671| CM6415 FLAGSTAFF RM 1                                     01428     |
 JL0671| CM6414 FLAGSTAFF AZ MK                                    1740202.6 |
 JL0671| CM6416 FLAGSTAFF RM 2                                     30057     |
 JL0671|---------------------------------------------------------------------|
 JL0671
 JL0671                          SUPERSEDED SURVEY CONTROL
 JL0671
 JL0671  NAD 83(1986)-  38 16 32.52692(N)    106 11 58.72361(W) AD(       ) 1
 JL0671  NAD 27      -  38 16 32.52400(N)    106 11 56.64000(W) AD(       ) 1
 JL0671  NGVD 29 (07/19/86) 3676.1    (m)        12061.     (f) VERT ANG       
 JL0671
 JL0671.Superseded values are not recommended for survey control.
 JL0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0671.See file dsdata.txt to determine how the superseded data were derived.
 JL0671
 JL0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC9506837086(NAD 83)
 JL0671_MARKER: DS = TRIANGULATION STATION DISK
 JL0671_SETTING: 80 = SET IN A BOULDER
 JL0671_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JL0671
 JL0671  HISTORY     - Date     Condition        Report By
 JL0671  HISTORY     - 1935     MONUMENTED       USGS
 JL0671  HISTORY     - 1957     SEE DESCRIPTION  USGS
 JL0671  HISTORY     - 1959     GOOD             USGS
 JL0671  HISTORY     - 1962     GOOD             CGS
 JL0671
 JL0671                          STATION DESCRIPTION
 JL0671
 JL0671'DESCRIBED BY US GEOLOGICAL SURVEY 1935 (WRP)
 JL0671'STATION LIES 1 MILE S AND 3 MILES W OF BONANZA, ON A ROUND
 JL0671'SMALL-TOPPED PEAK KNOWN AS FLAGSTAFF MOUNTAIN.  STATION IS ON
 JL0671'THE HIGHEST POINT IN THE VICINITY, AND IS ON THE DIVIDE RIDGE
 JL0671'BETWEEN KERBER AND PHANTOM CREEKS.  STATION IS ABOUT 1 MILE
 JL0671'NE OF SHAFT HOUSE AT A MINE OWNED BY BENNY TIMNEY OF BONANZA.
 JL0671'STATION PEAK IS BARE, AND IS ABOVE TIMBER LINE.  STATION MARK
 JL0671'IS STAMPED, FLAGSTAFF 1935, AND IS SET IN A BOULDER SURROUNDED
 JL0671'BY SLIDE ROCK.  STATION BOULDER IS 14 INCHES SQUARE.
 JL0671'
 JL0671'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 JL0671'WEDGED IN DRILL HOLES IN BOULDERS.
 JL0671'
 JL0671'REFERENCE MARK NO. 1 IS NNE OF STATION, SET IN 12-INCH BOULDER.
 JL0671'
 JL0671'REFERENCE MARK NO. 2 IS WNW OF STATION, SET IN 10-INCH BOULDER.
 JL0671'
 JL0671'AZIMUTH MARK IS SSE OF STATION, ON SECOND PEAK DOWN THE DIVIDE
 JL0671'FROM STATION, SET IN 16-INCH QUARTZ BOULDER.
 JL0671'
 JL0671'STATION IS REACHED FROM POST OFFICE IN VILLAGROVE BY DRIVING
 JL0671'N ON STATE HIGHWAY 15, 0.2 MILE.  LEAVE STATE HIGHWAY 15 TURNING
 JL0671'LEFT OR WESTERLY ON ROAD TO BONANZA.  FOLLOW THIS GRADED ROAD
 JL0671'WESTERLY AND NORTHWESTERLY FOR 13.9 MILES.  AT A POINT ABOUT
 JL0671'1-1/2 MILES SE OF BONANZA, LEAVE GRADED ROAD, TURNING LEFT
 JL0671'OR SOUTHERLY ONTO PLAIN TRACK ROAD WHICH LEADS TO THE TIMNEY
 JL0671'CABIN.  GO 0.1 MILE FORDING CREEK.  FOLLOW TRAIL UP CREEK
 JL0671'BOTTOM 0.3 MILE TO AN ABANDONED BRIDGE, FORD CREEK 15 YARDS
 JL0671'ABOVE BRIDGE, AND FOLLOW TRAIL UP CREEK BOTTOM AGAIN FOR
 JL0671'0.4 MILE.  AT SWITCHBACK, FOLLOW TRAIL UP TO TOP OF RIDGE
 JL0671'AND CONTINUE WESTERLY UP RIDGE THRU TIMBER FOR 1.1 MILES
 JL0671'TO POINT WHERE WAGON ROAD ENDS AT THE SITE OF AN OLD
 JL0671'SAWMILL IN A LARGE CLEARING.  THIS IS THE END OF TRUCK
 JL0671'TRAVEL.  FROM HERE, PACK UP A WIDE HORSE TRAIL SOUTHERLY
 JL0671'AND THEN WESTERLY FOR ABOUT 3-1/2 MILES TO A POINT WHERE
 JL0671'THE TRAIL CROSSES A VERY HIGH DIVIDE.  LEAVE TRAIL HERE
 JL0671'AND PACK UP DIVIDE FOR ABOUT 1-1/2 MILES TO HIGHEST POINT
 JL0671'IN THE COUNTRY AND STATION, PACKING NORTHERLY.  THIS IS A
 JL0671'3-HOUR PACK.
 JL0671'
 JL0671'ALL MARKS ARE VISIBLE FROM THE GROUND.
 JL0671'
 JL0671'A 4-FOOT STAND WAS USED.
 JL0671
 JL0671                          STATION RECOVERY (1957)
 JL0671
 JL0671'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 JL0671'STATION DESTROYED.  A USGS STANDARD TABLET STAMPED FLAGSTAFF
 JL0671'1957 WAS RESET IN SAME DRILL HOLE AND LOCATION CHECKED BY
 JL0671'REFERENCE MARKS.
 JL0671'
 JL0671'INFORMATION INCORPORATED IN NEW USGS WRITE-UP.
 JL0671
 JL0671                          STATION RECOVERY (1959)
 JL0671
 JL0671'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 JL0671'STATION MARKED WITH USC AND GS DISK.
 JL0671'
 JL0671'STATION REMARKED WITH USGS TABLET.
 JL0671'
 JL0671'STATION MARK--STANDARD USGS TABLET, SET FLUSH WITH BOULDER, STAMPED
 JL0671'---FLAGSTAFF 12072 1957---.
 JL0671
 JL0671                          STATION RECOVERY (1962)
 JL0671
 JL0671'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (AWH)
 JL0671'THE STATION MARK IS A STANDARD USGS ALUMINUM TABLET SET IN A
 JL0671'ROCK AND STAMPED FLAGSTAFF-12072 - 1957.  THE REFERENCE MARKS
 JL0671'SET BY USC AND GS ARE UNDISTURBED AND WHEN INTERSECTED BY
 JL0671'DISTANCE AND ANGLE, THE USGS TABLET APPEARS TO BE POSITIONED
 JL0671'IN THE LOCATION OF THE 1935 USC AND GS TABLET.
 JL0671'
 JL0671'THE USGS MARK IS IN GOOD CONDITION.  THE USC AND GS MARK IS
 JL0671'PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0506 ***********************************************************************
 HL0506  DESIGNATION -  FLAT
 HL0506  PID         -  HL0506
 HL0506  STATE/COUNTY-  CO/CONEJOS
 HL0506  USGS QUAD   -  ARCHULETA CREEK (1984)
 HL0506
 HL0506                         *CURRENT SURVEY CONTROL
 HL0506  ___________________________________________________________________
 HL0506* NAD 83(1992)-  37 05 22.51755(N)    106 31 16.61947(W)     ADJUSTED  
 HL0506* NAVD 88     -      3717.4    (meters)   12196.     (feet)  VERTCON   
 HL0506  ___________________________________________________________________
 HL0506  LAPLACE CORR-           6.11  (seconds)                    DEFLEC99
 HL0506  GEOID HEIGHT-         -15.77  (meters)                     GEOID03
 HL0506
 HL0506  HORZ ORDER  -  THIRD
 HL0506
 HL0506.The horizontal coordinates were established by classical geodetic methods
 HL0506.and adjusted by the National Geodetic Survey in December 1993..
 HL0506
 HL0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0506
 HL0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0506
 HL0506.The geoid height was determined by GEOID03.
 HL0506
 HL0506;                    North         East     Units Scale Factor Converg.
 HL0506;SPC CO S     -   352,234.879   823,601.627   MT  1.00002920   -0 37 35.2
 HL0506;SPC CO S     - 1,155,623.93  2,702,099.67   sFT  1.00002920   -0 37 35.2
 HL0506;UTM  13      - 4,105,893.351   364,796.803   MT  0.99982519   -0 55 03.2
 HL0506
 HL0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0506!SPC CO S     -   0.99941943  x   1.00002920  =   0.99944862
 HL0506!UTM  13      -   0.99941943  x   0.99982519  =   0.99924472
 HL0506
 HL0506:                Primary Azimuth Mark                     Grid Az
 HL0506:SPC CO S     -  JAROSA PEAK                              112 43 01.3
 HL0506:UTM  13      -  JAROSA PEAK                              113 00 29.3
 HL0506
 HL0506|---------------------------------------------------------------------|
 HL0506| PID    Reference Object                     Distance      Geod. Az  |
 HL0506|                                                           dddmmss.s |
 HL0506| HL0497 JAROSA PEAK                         APPROX. 5.8 KM 1120526.1 |
 HL0506|---------------------------------------------------------------------|
 HL0506
 HL0506                          SUPERSEDED SURVEY CONTROL
 HL0506
 HL0506  NAD 83(1992)-  37 05 22.51756(N)    106 31 16.62042(W) AD(       ) 3
 HL0506  NAD 83(1986)-  37 05 22.51781(N)    106 31 16.62457(W) AD(       ) 3
 HL0506  NAD 27      -  37 05 22.48599(N)    106 31 14.49759(W) AD(       ) 3
 HL0506  NGVD 29 (07/19/86) 3715.7    (m)        12191.     (f) VERT ANG       
 HL0506
 HL0506.Superseded values are not recommended for survey control.
 HL0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0506.See file dsdata.txt to determine how the superseded data were derived.
 HL0506
 HL0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB6479705893(NAD 83)
 HL0506_MARKER: DD = SURVEY DISK
 HL0506_SETTING: 0 = UNSPECIFIED SETTING
 HL0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0506
 HL0506  HISTORY     - Date     Condition        Report By
 HL0506  HISTORY     - 1919     MONUMENTED       USGS
 HL0506
 HL0506                          STATION DESCRIPTION
 HL0506
 HL0506'DESCRIBED BY US GEOLOGICAL SURVEY 1919
 HL0506'THE STATION IS LOCATED ON THE HIGHEST PART OF THE RIDGE E. OF THE
 HL0506'HEAD OF RIO CHAMA, APPROXIMATELY 14.0 MI. AIRLINE NNE. OF CHAMA,
 HL0506'APPROXIMATELY 6.0 MI. AIRLINE NW. OF THE SUMMIT OF CUMBRES PASS.
 HL0506'
 HL0506'TO REACH THE STATION FROM THE POST OFFICE IN CHAMA, NEW MEXICO, GO
 HL0506'N. ON STATE HIGHWAY 19 FOR 19.8 MI.  AT THIS POINT TAKE PACK
 HL0506'ANIMALS AND FOLLOW THE LA MANGA STOCK DRIVE W. FOR APPROXIMATELY
 HL0506'10.0 MI. TO HIGHEST PART OF RIDGE AND STATION.
 HL0506'
 HL0506'STATION MARK--THE TOP OF THE TABLET, SET IN 1919, HAD BEEN PRIED OFF,
 HL0506'BUT THE SHANK WAS INTACT AND WAS USED FOR THE STATION MARK.
 HL0506'
 HL0506'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0417 ***********************************************************************
 HJ0417  DESIGNATION -  FLAT
 HJ0417  PID         -  HJ0417
 HJ0417  STATE/COUNTY-  CO/OTERO
 HJ0417  USGS QUAD   -  TIMPAS NW (1984)
 HJ0417
 HJ0417                         *CURRENT SURVEY CONTROL
 HJ0417  ___________________________________________________________________
 HJ0417* NAD 83(1992)-  37 59 37.75432(N)    103 58 44.91434(W)     ADJUSTED  
 HJ0417* NAVD 88     -      1402.0    (meters)    4600.     (feet)  VERTCON   
 HJ0417  ___________________________________________________________________
 HJ0417  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 HJ0417  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 HJ0417
 HJ0417  HORZ ORDER  -  FIRST
 HJ0417
 HJ0417.The horizontal coordinates were established by classical geodetic methods
 HJ0417.and adjusted by the National Geodetic Survey in January 1993..
 HJ0417
 HJ0417.The NAVD 88 height was computed by applying the VERTCON shift value to
 HJ0417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HJ0417
 HJ0417.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0417
 HJ0417.The geoid height was determined by GEOID03.
 HJ0417
 HJ0417;                    North         East     Units Scale Factor Converg.
 HJ0417;SPC CO S     -   453,181.606 1,047,980.982   MT  0.99994927   +0 55 58.3
 HJ0417;SPC CO S     - 1,486,813.32  3,438,250.94   sFT  0.99994927   +0 55 58.3
 HJ0417;UTM  13      - 4,205,621.004   589,637.209   MT  0.99969896   +0 37 42.4
 HJ0417
 HJ0417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0417!SPC CO S     -   0.99978335  x   0.99994927  =   0.99973263
 HJ0417!UTM  13      -   0.99978335  x   0.99969896  =   0.99948238
 HJ0417
 HJ0417|---------------------------------------------------------------------|
 HJ0417| PID    Reference Object                     Distance      Geod. Az  |
 HJ0417|                                                           dddmmss.s |
 HJ0417| CM8088 FLAT RM 2                            26.362 METERS 01040     |
 HJ0417| CM8086 FLAT AZ MK                                         1811656.0 |
 HJ0417| CM8087 FLAT RM 1                            21.310 METERS 26822     |
 HJ0417|---------------------------------------------------------------------|
 HJ0417
 HJ0417                          SUPERSEDED SURVEY CONTROL
 HJ0417
 HJ0417  NAD 83(1986)-  37 59 37.73494(N)    103 58 44.91333(W) AD(       ) 1
 HJ0417  NAD 27      -  37 59 37.70600(N)    103 58 43.05700(W) AD(       ) 1
 HJ0417  NGVD 29 (07/19/86) 1401.2    (m)         4597.     (f) VERT ANG       
 HJ0417
 HJ0417.Superseded values are not recommended for survey control.
 HJ0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0417.See file dsdata.txt to determine how the superseded data were derived.
 HJ0417
 HJ0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC8963705621(NAD 83)
 HJ0417_MARKER: DS = TRIANGULATION STATION DISK
 HJ0417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0417
 HJ0417  HISTORY     - Date     Condition        Report By
 HJ0417  HISTORY     - 1952     MONUMENTED       CGS
 HJ0417
 HJ0417                          STATION DESCRIPTION
 HJ0417
 HJ0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LGT)
 HJ0417'THE STATION IS LOCATED ABOUT 24.5 MILES WEST OF LA JUNTA AND
 HJ0417'ABOUT 9 MILES SOUTH OF FOWLER IN A LARGE GRAZING AREA.
 HJ0417'TO REACH THE STATION FROM LA JUNTA, GO SOUTHWESTERLY ON STATE
 HJ0417'HIGHWAY 10, 24.8 MILES TO A TRACK ROAD TO THE RIGHT JUST AFTER
 HJ0417'CROSSING A CATTLE GUARD.  TURN RIGHT, GO NORTH 5.55 MILES TO
 HJ0417'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTH 0.35 MILE TO A
 HJ0417'SLIGHT CURVE IN THE ROAD AND THE STATION ON THE LEFT.
 HJ0417'
 HJ0417'THE STATION MARK IS STAMPED FLAT 1952.  IT IS A STANDARD
 HJ0417'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 3 INCHES, IS 41
 HJ0417'FEET WEST OF A WIRE FENCE, 33 FEET WEST OF THE CENTERLINE OF A
 HJ0417'TRACK ROAD AND 5 FEET WEST-NORTHWEST OF A WHITE WITNESS POST.
 HJ0417'
 HJ0417'REFERENCE MARK 1 IS STAMPED FLAT NO 1 1952.  IT IS A STANDARD
 HJ0417'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND
 HJ0417'IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 HJ0417'
 HJ0417'REFERENCE MARK 2 IS STAMPED FLAT NO 2 1952.  IT IS A STANDARD
 HJ0417'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 3 INCHES, IS
 HJ0417'22 FEET WEST OF THE CENTERLINE OF A TRACK ROAD AND IS ABOUT
 HJ0417'THE SAME ELEVATION AS THE STATION MARK.
 HJ0417'
 HJ0417'THE AZIMUTH MARK IS STAMPED FLAT 1952.  IT IS A STANDARD
 HJ0417'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 2 INCHES, IS
 HJ0417'5 FEET EAST OF THE CENTERLINE OF A TRACK ROAD, 4 FEET NORTH
 HJ0417'OF A WHITE WITNESS POST AND 2 FEET WEST OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1200 ***********************************************************************
 LL1200  DESIGNATION -  FLAT
 LL1200  PID         -  LL1200
 LL1200  STATE/COUNTY-  CO/WELD
 LL1200  USGS QUAD   -  GREASEWOOD LAKE (1950)
 LL1200
 LL1200                         *CURRENT SURVEY CONTROL
 LL1200  ___________________________________________________________________
 LL1200* NAD 83(1992)-  40 23 08.86044(N)    104 11 57.14350(W)     ADJUSTED  
 LL1200* NAVD 88     -      1428.     (meters)    4685.     (feet)  SCALED    
 LL1200  ___________________________________________________________________
 LL1200  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 LL1200  GEOID HEIGHT-         -18.99  (meters)                     GEOID03
 LL1200
 LL1200  HORZ ORDER  -  THIRD
 LL1200
 LL1200.The horizontal coordinates were established by classical geodetic methods
 LL1200.and adjusted by the National Geodetic Survey in January 1993..
 LL1200
 LL1200.The orthometric height was scaled from a topographic map.
 LL1200
 LL1200.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1200
 LL1200.The geoid height was determined by GEOID03.
 LL1200
 LL1200;                    North         East     Units Scale Factor Converg.
 LL1200;SPC CO N     -   422,466.792 1,024,845.528   MT  0.99995962   +0 50 25.8
 LL1200;SPC CO N     - 1,386,043.13  3,362,347.37   sFT  0.99995962   +0 50 25.8
 LL1200;UTM  13      - 4,470,885.843   567,969.611   MT  0.99965687   +0 31 08.0
 LL1200
 LL1200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1200!SPC CO N     -   0.99977905  x   0.99995962  =   0.99973868
 LL1200!UTM  13      -   0.99977905  x   0.99965687  =   0.99943599
 LL1200
 LL1200:                Primary Azimuth Mark                     Grid Az
 LL1200:SPC CO N     -  TUMBLE                                   016 04 17.1
 LL1200:UTM  13      -  TUMBLE                                   016 23 34.9
 LL1200
 LL1200|---------------------------------------------------------------------|
 LL1200| PID    Reference Object                     Distance      Geod. Az  |
 LL1200|                                                           dddmmss.s |
 LL1200| LL1199 TUMBLE                              APPROX. 5.4 KM 0165442.9 |
 LL1200|---------------------------------------------------------------------|
 LL1200
 LL1200                          SUPERSEDED SURVEY CONTROL
 LL1200
 LL1200  NAD 83(1986)-  40 23 08.84942(N)    104 11 57.14414(W) AD(       ) 3
 LL1200  NAD 27      -  40 23 08.92275(N)    104 11 55.32258(W) AD(       ) 3
 LL1200
 LL1200.Superseded values are not recommended for survey control.
 LL1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1200.See file dsdata.txt to determine how the superseded data were derived.
 LL1200
 LL1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE6797070886(NAD 83)
 LL1200_MARKER: DD = SURVEY DISK
 LL1200_SETTING: 0 = UNSPECIFIED SETTING
 LL1200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1200
 LL1200  HISTORY     - Date     Condition        Report By
 LL1200  HISTORY     - 1949     MONUMENTED       USGS
 LL1200
 LL1200                          STATION DESCRIPTION
 LL1200
 LL1200'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 LL1200'STATION IS LOCATED ABOUT 6.0 MI. (AIRLINE) NE. OF DEERFIELD AND ABOUT
 LL1200'6.0 MI. (AIRLINE) NW. OF ORCHARD, ON A KNOLL IN THE SW. 1/4 SEC. 22,
 LL1200'T 5 N, R 61 W.
 LL1200'
 LL1200'TO REACH STATION FROM THE ORCHARD SCHOOL, DRIVE W. FOR 1.8 MI. TO
 LL1200'CROSSROADS, N. 1.1 MI. TO JUNCTION, W. 0.9 MI. TO JUNCTION, N. 1.1
 LL1200'MI. TO CROSSROADS, W. 1.0 MI. TO RANCH, N. ALONG FENCE 0.5 MI. TO
 LL1200'FENCE CORNER, W. 0.3 MI. ON TRACK RD. TO RIDGE, N. 0.8 MI. ALONG
 LL1200'RIDGE TO HIGHEST POINT AND STATION SITE.
 LL1200'
 LL1200'STATION MARK--STANDARD TABLET, STAMPED ---FLAT 1948---, SET ON TOP
 LL1200'OF A CONCRETE POST.
 LL1200'
 LL1200'REFERENCE MARK NO. 1--STANDARD TABLET, STAMPED ---FLAT 1 1948---, SET
 LL1200'ON TOP OF A CONCRETE POST, 77.20 FT. FROM STATION MARK,
 LL1200'N 73 DEG 49 MIN W.
 LL1200'
 LL1200'REFERENCE MARK NO. 2--STANDARD TABLET, STAMPED ---FLAT 2 1948---, SET
 LL1200'ON TOP OF A CONCRETE POST, 81.25 FT. FROM STATION MARK,
 LL1200'N 15 DEG 14 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0649 ***********************************************************************
 HL0649  DESIGNATION -  FLATTOP
 HL0649  PID         -  HL0649
 HL0649  STATE/COUNTY-  CO/DOLORES
 HL0649  USGS QUAD   -  HERMOSA PEAK (1975)
 HL0649
 HL0649                         *CURRENT SURVEY CONTROL
 HL0649  ___________________________________________________________________
 HL0649* NAD 83(1992)-  37 44 44.80932(N)    107 56 53.67987(W)     ADJUSTED  
 HL0649* NAVD 88     -      3689.1    (meters)   12103.     (feet)  VERTCON   
 HL0649  ___________________________________________________________________
 HL0649  LAPLACE CORR-           6.65  (seconds)                    DEFLEC99
 HL0649  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 HL0649
 HL0649  HORZ ORDER  -  THIRD
 HL0649
 HL0649.The horizontal coordinates were established by classical geodetic methods
 HL0649.and adjusted by the National Geodetic Survey in January 1993..
 HL0649
 HL0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0649
 HL0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0649
 HL0649.The geoid height was determined by GEOID03.
 HL0649
 HL0649;                    North         East     Units Scale Factor Converg.
 HL0649;SPC CO S     -   427,392.021   698,662.530   MT  0.99994658   -1 30 06.1
 HL0649;SPC CO S     - 1,402,201.99  2,292,195.32   sFT  0.99994658   -1 30 06.1
 HL0649;UTM  13      - 4,181,702.778   240,232.026   MT  1.00043123   -1 48 20.9
 HL0649;UTM  12      - 4,181,995.446   768,890.421   MT  1.00049064   +1 52 09.4
 HL0649
 HL0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0649!SPC CO S     -   0.99942400  x   0.99994658  =   0.99937061
 HL0649!UTM  13      -   0.99942400  x   1.00043123  =   0.99985498
 HL0649!UTM  12      -   0.99942400  x   1.00049064  =   0.99991436
 HL0649
 HL0649:                Primary Azimuth Mark                     Grid Az
 HL0649:SPC CO S     -  SHEEP MTN                                052 43 56.0
 HL0649:UTM  13      -  SHEEP MTN                                053 02 10.8
 HL0649:UTM  12      -  SHEEP MTN                                049 21 40.5
 HL0649
 HL0649|---------------------------------------------------------------------|
 HL0649| PID    Reference Object                     Distance      Geod. Az  |
 HL0649|                                                           dddmmss.s |
 HL0649| HL0652 SHEEP MTN                           APPROX. 7.0 KM 0511349.9 |
 HL0649|---------------------------------------------------------------------|
 HL0649
 HL0649                          SUPERSEDED SURVEY CONTROL
 HL0649
 HL0649  NAD 83(1986)-  37 44 44.80697(N)    107 56 53.68056(W) AD(       ) 3
 HL0649  NAD 27      -  37 44 44.83121(N)    107 56 51.43835(W) AD(       ) 3
 HL0649  NGVD 29 (11/25/91) 3687.4    (m)        12098.     (f) VERT ANG       
 HL0649
 HL0649.Superseded values are not recommended for survey control.
 HL0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0649.See file dsdata.txt to determine how the superseded data were derived.
 HL0649
 HL0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB4023281703(NAD 83)
 HL0649_MARKER: DD = SURVEY DISK
 HL0649_SETTING: 66 = SET IN ROCK OUTCROP
 HL0649_SP_SET: SET IN BEDROCK
 HL0649_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0649+STABILITY: POSITION/ELEVATION WELL
 HL0649
 HL0649  HISTORY     - Date     Condition        Report By
 HL0649  HISTORY     - 1952     MONUMENTED       USGS
 HL0649  HISTORY     - 1957     GOOD             USGS
 HL0649
 HL0649                          STATION DESCRIPTION
 HL0649
 HL0649'DESCRIBED BY US GEOLOGICAL SURVEY 1957 (JHC)
 HL0649'THE STATION IS LOCATED IN DOLORES COUNTY, COLORADO, ABOUT 5 MI. NE.
 HL0649'OF RICO, COLORADO, AND ON THE N. POINT OF THE SUMMIT OF FLATTOP
 HL0649'MOUNTAIN.
 HL0649'
 HL0649'TO REACH FROM RICO, PROCEED NE. ON STATE HIGHWAY 145 ABOUT 6 MI. AND
 HL0649'TURN RIGHT UP THE BARLOW CREEK ROAD.  PROCEED 6.0 MI. TO TOP OF PASS
 HL0649'AND END OF TRUCK TRAVEL.  PACK NW. THROUGH TIMBER TO SUMMIT OF
 HL0649'MOUNTAIN AND STATION.  ABOUT 1.5 HOURS PACK.
 HL0649'
 HL0649'STATION MARK--STANDARD USGS TABLET, CEMENTED IN BEDROCK, AND
 HL0649'STAMPED ---FLATTOP 1952---.
 HL0649'
 HL0649'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0617 ***********************************************************************
 LM0617  DESIGNATION -  FLATTOP
 LM0617  PID         -  LM0617
 LM0617  STATE/COUNTY-  CO/JACKSON
 LM0617  USGS QUAD   -  MOUNT ZIRKEL (1955)
 LM0617
 LM0617                         *CURRENT SURVEY CONTROL
 LM0617  ___________________________________________________________________
 LM0617* NAD 83(1992)-  40 48 17.09241(N)    106 38 08.32253(W)     ADJUSTED  
 LM0617* NAVD 88     -      3696.4    (meters)   12127.     (feet)  VERTCON   
 LM0617  ___________________________________________________________________
 LM0617  LAPLACE CORR-          -6.39  (seconds)                    DEFLEC99
 LM0617  GEOID HEIGHT-         -11.33  (meters)                     GEOID03
 LM0617
 LM0617  HORZ ORDER  -  SECOND
 LM0617
 LM0617.The horizontal coordinates were established by classical geodetic methods
 LM0617.and adjusted by the National Geodetic Survey in January 1993..
 LM0617
 LM0617.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0617
 LM0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0617
 LM0617.The geoid height was determined by GEOID03.
 LM0617
 LM0617;                    North         East     Units Scale Factor Converg.
 LM0617;SPC CO N     -   468,792.408   818,574.989   MT  1.00000355   -0 44 01.6
 LM0617;SPC CO N     - 1,538,029.76  2,685,608.11   sFT  1.00000355   -0 44 01.6
 LM0617;UTM  13      - 4,518,369.698   362,031.825   MT  0.99983429   -1 04 08.5
 LM0617
 LM0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0617!SPC CO N     -   0.99942228  x   1.00000355  =   0.99942583
 LM0617!UTM  13      -   0.99942228  x   0.99983429  =   0.99925667
 LM0617
 LM0617|---------------------------------------------------------------------|
 LM0617| PID    Reference Object                     Distance      Geod. Az  |
 LM0617|                                                           dddmmss.s |
 LM0617| CP5364 FLATTOP RM 1                          8.773 METERS 03304     |
 LM0617| CP5363 FLATTOP AZ MK                                      0974038.2 |
 LM0617| CP5365 FLATTOP RM 2                          9.017 METERS 30816     |
 LM0617|---------------------------------------------------------------------|
 LM0617
 LM0617                          SUPERSEDED SURVEY CONTROL
 LM0617
 LM0617  NAD 83(1986)-  40 48 17.08947(N)    106 38 08.31846(W) AD(       ) 2
 LM0617  NAD 27      -  40 48 17.18400(N)    106 38 06.18100(W) AD(       ) 2
 LM0617  NGVD 29 (07/19/86) 3694.8    (m)        12122.     (f) VERT ANG       
 LM0617
 LM0617.Superseded values are not recommended for survey control.
 LM0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0617.See file dsdata.txt to determine how the superseded data were derived.
 LM0617
 LM0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF6203218370(NAD 83)
 LM0617_MARKER: DS = TRIANGULATION STATION DISK
 LM0617_SETTING: 80 = SET IN A BOULDER
 LM0617_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LM0617
 LM0617  HISTORY     - Date     Condition        Report By
 LM0617  HISTORY     - 1949     MONUMENTED       CGS
 LM0617
 LM0617                          STATION DESCRIPTION
 LM0617
 LM0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LM0617'THE STATION IS LOCATED ABOUT 5 MILES AIR LINE WEST OF THE
 LM0617'BOETCHER RANCH, ABOUT 1 MILE AIR LINE NORTH OF UTE PASS AND ABOUT
 LM0617'19 MILES AIR LINE WEST-NORTHWEST OF WALDEN, ON THE SOUTHERN END AND
 LM0617'IGHEST POINT OF FLATTOP MOUNTAIN.  THIS MOUNTAIN IS QUITE
 LM0617'FLAT ON TOP AND RANGES IN A NORTHWEST-SOUTHEAST DIRECTION ALONG
 LM0617'THE CONTINENTAL DIVIDE.  THIS POINT IS THE HIGHEST POINT ALONG
 LM0617'THE DIVIDE FOR SEVERAL MILES.  MT. ZIRKLE LIES ABOUT 2.3 MILES
 LM0617'AIR LINE AND IS APPROXIMATELY 119 FEET HIGHER.  THE STATION IS
 LM0617'15 FEET NORTH OF THE HIGHEST POINT, PROJECTS 2 INCHES AND IS
 LM0617'STAMPED, FLATTOP 1949.
 LM0617'
 LM0617'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 LM0617'THE STATION, PROJECTS 18 INCHES AND IS STAMPED, FLATTOP NO
 LM0617'1 1949.
 LM0617'
 LM0617'REFERENCE MARK NO. 2 IS APPROXIMATELY 3 FEET LOWER THAN THE
 LM0617'STATION, PROJECTS 8 INCHES AND IS STAMPED, FLATTOP NO 2 1949.
 LM0617'
 LM0617'THE AZIMUTH MARK IS LOCATED ON THE HIGHEST POINT OF A LONE
 LM0617'PEAK, 2 FEET SOUTH OF A SMALL CAIRN, PROJECTS 6 INCHES AND IS
 LM0617'STAMPED, FLATTOP 1949.
 LM0617'
 LM0617'TO REACH FROM THE POST OFFICE AT CLARK, GO NORTH ON STATE ROUTE
 LM0617'129 FOR 0.9 MILE TO A FORK AND SIGN SLAVONIA 12 ETC.  TAKE THE
 LM0617'RIGHT FORK, COUNTY ROAD 164, AND FOLLOW THIS ROAD FOR 8.7 MILES,
 LM0617'PASSING COTTON CREEK CAMP GROUND AT 4.5 MILES AND PASSING
 LM0617'BOX CANYON CAMP GROUND AT 8.3 MILES, TO THREE FORKS AND SIGNS,
 LM0617'DIAMOND PARK CAMP GROUND 3, ENCAMPMENT R 10, SEED HOUSE GUARD
 LM0617'STATION 1/4, SLAVONIA 3.  TAKE THE RIGHT FORK AS PER SIGN
 LM0617'SLAVONIA AND GO 3.0 MILES TO A CAMP GROUND AT BRIDGE CROSSING
 LM0617'STREAM AND END OF TRUCK TRAVEL.  WITH HORSES, CROSS BRIDGE
 LM0617'AND FOLLOW GOOD TRAIL, NORTHEASTERLY, FOR APPROXIMATELY 3
 LM0617'MILES TO GOLDEN LAKE.  AT THIS POINT THE STATION HILL CAN BE
 LM0617'SEEN AS THE LAST POINT UP THE CANYON.  IT APPEARS AS A
 LM0617'LARGE, GRAY RIDGE OR HOGBACK.  CONTINUE UP TRAIL FOR
 LM0617'APPROXIMATELY 1.4 MILES, THE LAST PART BEING ALONG THE
 LM0617'WEST SIDE OF STREAM, TO AN OPEN VALLEY.  AT THIS POINT LEAVE
 LM0617'MAIN TRAIL WHICH GOES AROUND MOUNTAIN, AND FOLLOW A DIM TRAIL
 LM0617'UP THE VALLEY FOR APPROXIMATELY 0.7 MILE TO A POINT WHERE THE
 LM0617'VALLEY BECOMES NARROW AND STEEP AND THE TRAIL CROSSES THE STREAM
 LM0617'AND STARTS UP THE MOUNTAIN (THE TRAIL IS VERY DIM AT THIS
 LM0617'POINT AND MAY REQUIRE SOME SCOUTING).  CONTINUE UP SWITCHBACK
 LM0617'TRAIL FOR APPROXIMATELY 1.5 MILES TO THE SUMMIT WHICH IS
 LM0617'BELIEVED TO BE UTE PASS.  TURN LEFT AND CONTINUE NORTHERLY
 LM0617'ALONG THE SUMMIT OF DIVIDE FOR APPROXIMATELY 1.0 MILE TO
 LM0617'STATION SITE AS DESCRIBED ABOVE.  A 5-HOUR HORSE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0694 ***********************************************************************
 LM0694  DESIGNATION -  FLATTOP
 LM0694  PID         -  LM0694
 LM0694  STATE/COUNTY-  CO/GARFIELD
 LM0694  USGS QUAD   -  ORNO PEAK (1977)
 LM0694
 LM0694                         *CURRENT SURVEY CONTROL
 LM0694  ___________________________________________________________________
 LM0694* NAD 83(1992)-  40 00 52.98655(N)    107 04 59.94929(W)     ADJUSTED  
 LM0694* NAVD 88     -      3767.7    (meters)   12361.     (feet)  VERTCON   
 LM0694  ___________________________________________________________________
 LM0694  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 LM0694  GEOID HEIGHT-         -12.39  (meters)                     GEOID03
 LM0694
 LM0694  HORZ ORDER  -  THIRD
 LM0694
 LM0694.The horizontal coordinates were established by classical geodetic methods
 LM0694.and adjusted by the National Geodetic Survey in January 1993..
 LM0694
 LM0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0694
 LM0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0694
 LM0694.The geoid height was determined by GEOID03.
 LM0694
 LM0694;                    North         East     Units Scale Factor Converg.
 LM0694;SPC CO C     -   548,143.206   779,223.437   MT  1.00006312   -0 59 54.9
 LM0694;SPC CO C     - 1,798,366.50  2,556,502.23   sFT  1.00006312   -0 59 54.9
 LM0694;UTM  13      - 4,431,469.762   322,199.815   MT  0.99998919   -1 20 23.6
 LM0694
 LM0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0694!SPC CO C     -   0.99941122  x   1.00006312  =   0.99947431
 LM0694!UTM  13      -   0.99941122  x   0.99998919  =   0.99940042
 LM0694
 LM0694                          SUPERSEDED SURVEY CONTROL
 LM0694
 LM0694  NAD 83(1986)-  40 00 52.98676(N)    107 04 59.94732(W) AD(       ) 3
 LM0694  NGVD 29 (03/25/92) 3766.0    (m)        12356.     (f) VERT ANG       
 LM0694
 LM0694.Superseded values are not recommended for survey control.
 LM0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0694.See file dsdata.txt to determine how the superseded data were derived.
 LM0694
 LM0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE2220031470(NAD 83)
 LM0694_MARKER: DD = SURVEY DISK
 LM0694_SETTING: 66 = SET IN ROCK OUTCROP
 LM0694_SP_SET: SET IN ROCK OUTCROP
 LM0694_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LM0694+STABILITY: POSITION/ELEVATION WELL
 LM0694
 LM0694  HISTORY     - Date     Condition        Report By
 LM0694  HISTORY     - 1914     MONUMENTED       USGS
 LM0694
 LM0694                          STATION DESCRIPTION
 LM0694
 LM0694'DESCRIBED BY US GEOLOGICAL SURVEY 1914
 LM0694'IN T. 1 N., R 86 W., IN THE SW. CORNER OF TOWNSHIP, ON THE HIGHEST
 LM0694'POINT (ABOUT THE CENTER) OF DOME PEAK, FORMING THE EXTREME NE. END
 LM0694'OF WHITE RIVER PLATEAU, AT THE HEAD OF THE WHITE AND BEAR RIVERS AND
 LM0694'TRIBUTARIES TO GRAND RIVER.  PLATEAU IS LOCALLY KNOWN AS THE
 LM0694'--FLATTOP--.  SUNNYSIDE CREEK HEADS ON THE E. SLOPE OF THE PEAK, THE
 LM0694'E. PRONG OF DERBY CREEK ON THE SW. SLOPE, AND EGERIA CREEK IS ON THE
 LM0694'NE.  IT IS ABOUT 15 MI. W. OF TOPONUS, ON THE MOFFAT RAILROAD.
 LM0694'STATION CAN BE EASILY REACHED FROM BURNS POST OFFICE, AT THE JUNCTION
 LM0694'OF SUNNYSIDE CREEK WITH GRAND RIVER, BY FOLLOWING MAIN RD. UP CREEK
 LM0694'THROUGH IRRIGATED FARMS AND ACROSS DIVIDE INTO DRY GULCH, THENCE BY
 LM0694'COW TRAILS ABOUT 7 MI. TO STATION.  ANIMALS WERE RIDDEN TO WITHIN 100
 LM0694'YDS. OF STATION.  A NEARER WAY WOULD BE TO APPROACH FROM THE N. BY
 LM0694'LEAVING THE YAMPA-TRAPPERS LAKE TRAIL AT A POINT NEAR THE 13-MILE
 LM0694'POST FROM YAMPA AND FOLLOWUP THE SLOPE OF RIDGE THAT RUNS FROM STATION
 LM0694'TO THE BEAR RIVER.  FROM THIS SIDE ANIMALS WERE RIDDEN TO A POINT
 LM0694'UNDER THE PEAK ABOUT ONE-HALF MI. NE. OF STATION.  A VERY LARGE AND
 LM0694'WELL BUILT ROCK CAIRN WAS FOUND WHICH HAD A STICK IN TOP ON WHICH WAS
 LM0694'CARVED WHAT APPEARED TO BE LAND CORNER MARKINGS.  PROBABLY A POINT ON
 LM0694'OR NEAR THE BASE LINE ALONG THE FORTIETH DEGREE PARALLEL.
 LM0694'
 LM0694'STATION MARK--A BRONZE TABLET IN SOLID ROCK 13.6 FT. FROM SIGNAL,
 LM0694'N 14 DEG 15 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3083 ***********************************************************************
 AI3083  DESIGNATION -  FLAUM
 AI3083  PID         -  AI3083
 AI3083  STATE/COUNTY-  CO/ADAMS
 AI3083  USGS QUAD   -  HORSE CREEK (1952)
 AI3083
 AI3083                         *CURRENT SURVEY CONTROL
 AI3083  ___________________________________________________________________
 AI3083* NAD 83(1992)-  39 54 48.32887(N)    104 35 01.22227(W)     ADJUSTED  
 AI3083* NAVD 88     -      1592.5    (meters)    5225.     (feet)  GPS OBS   
 AI3083  ___________________________________________________________________
 AI3083  X           -  -1,233,810.883 (meters)                     COMP
 AI3083  Y           -  -4,742,212.444 (meters)                     COMP
 AI3083  Z           -   4,071,627.254 (meters)                     COMP
 AI3083  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 AI3083  ELLIP HEIGHT-        1574.38  (meters)          (12/03/02) GPS OBS
 AI3083  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 AI3083
 AI3083  HORZ ORDER  -  FIRST
 AI3083  ELLP ORDER  -  FOURTH    CLASS II
 AI3083
 AI3083.The horizontal coordinates were established by GPS observations
 AI3083.and adjusted by the National Geodetic Survey in December 1999..
 AI3083
 AI3083.The orthometric height was determined by GPS observations and a
 AI3083.high-resolution geoid model.
 AI3083
 AI3083.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3083
 AI3083.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3083
 AI3083.The ellipsoidal height was determined by GPS observations
 AI3083.and is referenced to NAD 83.
 AI3083
 AI3083.The geoid height was determined by GEOID03.
 AI3083
 AI3083;                    North         East     Units Scale Factor Converg.
 AI3083;SPC CO N     -   369,612.763   992,745.844   MT  0.99997408   +0 35 31.5
 AI3083;SPC CO N     - 1,212,637.87  3,257,033.66   sFT  0.99997408   +0 35 31.5
 AI3083;UTM  13      - 4,418,231.226   535,582.456   MT  0.99961559   +0 16 01.7
 AI3083
 AI3083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3083!SPC CO N     -   0.99975307  x   0.99997408  =   0.99972716
 AI3083!UTM  13      -   0.99975307  x   0.99961559  =   0.99936876
 AI3083
 AI3083                          SUPERSEDED SURVEY CONTROL
 AI3083
 AI3083  ELLIP H (12/27/99) 1574.42   (m)                       GP(       ) 4 1
 AI3083
 AI3083.Superseded values are not recommended for survey control.
 AI3083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3083.See file dsdata.txt to determine how the superseded data were derived.
 AI3083
 AI3083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE3558218231(NAD 83)
 AI3083_MARKER: DD = SURVEY DISK
 AI3083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3083_STAMPING: FLAUM 1999
 AI3083_MARK LOGO: CO-001
 AI3083_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI3083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3083+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3083
 AI3083  HISTORY     - Date     Condition        Report By
 AI3083  HISTORY     - 1999     MONUMENTED       JRENG
 AI3083
 AI3083                          STATION DESCRIPTION
 AI3083
 AI3083'DESCRIBED BY JR ENGINEERING LTD 1999 (TGB)
 AI3083'DESCRIBED BY JR ENGINEERING 1999 (TGB) .  THE STATION IS LOCATED ABOUT
 AI3083'12.5 MI (20.1 KM) SOUTHEAST OF BRIGHTON IN THE ROW OF 120TH AVENUE IN
 AI3083'THE SOUTHEAST 1/4 OF SECTION 31, T 1 S, R 64 W, 6TH P.M.
 AI3083'OWNERSHIP--ADAMS COUNTY.  TO REACH THE STATION FROM THE INTERSECTION
 AI3083'OF COUNTY ROAD 25 NORTH (IMBODEN ROAD) AND 88TH AVENUE, PROCEED NORTH
 AI3083'ON COUNTY ROAD 25 NORTH (IMBODEN ROAD) FOR 4.0 MI (6.4 KM) TO THE
 AI3083'INTERSECTON OF 120TH AVENUE, TURN LEFT AND PROCEED WEST ON 120TH
 AI3083'AVENUE FOR 0.01 MI (0.02 KM) AND THE STATION ON THE RIGHT.  THE
 AI3083'STATION IS A STANDARD ADAMS COUNTY BRASS SURVEY MARK DISK STAMPED
 AI3083'FLAUM 1999 SET IN THE TOP OF A 24 INCH ROUND CONCRETE POST FLUSH WITH
 AI3083'THE GROUND.  IT IS 73.0 FT (22.3 M) WEST OF THE CENTER OF COUNTY ROAD
 AI3083'25 NORTH (IMBODEN ROAD) , 30.3 FT (9.2 M) NORTH OF THE CENTER OF 120TH
 AI3083'AVENUE, 75.5 FT (23.0 M) NORTHWEST OF A UTILITY POLE, 7.1 FT (2.2 M)
 AI3083'SOUTH OF A FENCE, 2.4 FT (0.7 M) WEST OF A FIBERGLASS WITNESS POST,
 AI3083'2.4 FT (0.7 M) EAST OF A FIBERGLASS WITNESS POST AND 1.0 FT (0.3 M)
 AI3083'BELOW 120TH AVENUE.  DESCRIPTION BY T.G.  BEERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0598 ***********************************************************************
 LK0598  DESIGNATION -  FLEMING
 LK0598  PID         -  LK0598
 LK0598  STATE/COUNTY-  CO/LOGAN
 LK0598  USGS QUAD   -  FLEMING (1980)
 LK0598
 LK0598                         *CURRENT SURVEY CONTROL
 LK0598  ___________________________________________________________________
 LK0598* NAD 83(1992)-  40 44 10.38710(N)    102 48 57.58572(W)     ADJUSTED  
 LK0598* NAVD 88     -      1288.     (meters)    4226.     (feet)  SCALED    
 LK0598  ___________________________________________________________________
 LK0598  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 LK0598  GEOID HEIGHT-         -20.05  (meters)                     GEOID03
 LK0598
 LK0598  HORZ ORDER  -  THIRD
 LK0598
 LK0598.The horizontal coordinates were established by classical geodetic methods
 LK0598.and adjusted by the National Geodetic Survey in January 1993..
 LK0598
 LK0598.The orthometric height was scaled from a topographic map.
 LK0598
 LK0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0598
 LK0598.The geoid height was determined by GEOID03.
 LK0598
 LK0598;                    North         East     Units Scale Factor Converg.
 LK0598;SPC CO N     -   463,999.499 1,141,082.607   MT  0.99999269   +1 44 03.2
 LK0598;SPC CO N     - 1,522,305.02  3,743,701.85   sFT  0.99999269   +1 44 03.2
 LK0598;UTM  13      - 4,511,769.763   684,415.113   MT  1.00001862   +1 25 32.3
 LK0598
 LK0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0598!SPC CO N     -   0.99980121  x   0.99999269  =   0.99979390
 LK0598!UTM  13      -   0.99980121  x   1.00001862  =   0.99981983
 LK0598
 LK0598:                Primary Azimuth Mark                     Grid Az
 LK0598:SPC CO N     -  PROCTOR                                  262 09 22.5
 LK0598:UTM  13      -  PROCTOR                                  262 27 53.4
 LK0598
 LK0598|---------------------------------------------------------------------|
 LK0598| PID    Reference Object                     Distance      Geod. Az  |
 LK0598|                                                           dddmmss.s |
 LK0598| LK0603 PROCTOR                             APPROX. 9.3 KM 2635325.7 |
 LK0598|---------------------------------------------------------------------|
 LK0598
 LK0598                          SUPERSEDED SURVEY CONTROL
 LK0598
 LK0598  NAD 83(1986)-  40 44 10.38371(N)    102 48 57.58655(W) AD(       ) 3
 LK0598  NAD 27      -  40 44 10.41028(N)    102 48 55.90041(W) AD(       ) 3
 LK0598
 LK0598.Superseded values are not recommended for survey control.
 LK0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0598.See file dsdata.txt to determine how the superseded data were derived.
 LK0598
 LK0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF8441511770(NAD 83)
 LK0598
 LK0598  HISTORY     - Date     Condition        Report By
 LK0598  HISTORY     - UNK      MONUMENTED
 LK0598  HISTORY     - 1962     POOR             USGS
 LK0598
 LK0598                          STATION DESCRIPTION
 LK0598
 LK0598'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LK0598'LOCATED ABOUT 3.0 MI. (AIRLINE) NE. OF FLEMING, COLORADO, IN THE SW.
 LK0598'1/4 OF SEC. 22, T 9 N, R 49 W, ON THE HIGHEST PART OF A HIGH SAGE
 LK0598'BRUSH COVERED RIDGE.
 LK0598'
 LK0598'TO REACH FROM JUNCTION OF U.S. HIGHWAYS 6 AND 25, PROCEED N.
 LK0598'ON HIGHWAY 25 FOR 0.45 MI. TO A CROSSROAD, TURN RIGHT (E.) AND GO
 LK0598'1.77 MI. TO A T-RD., TURN LEFT (N.) AND GO 3.23 MI. TO T-RD. AND
 LK0598'GATE ON LEFT SIDE OF MAIN RD. N-S., PASS THROUGH GATE AND CROSS
 LK0598'COUNTRY (W.) FOR 0.5 MI. TO STATION SITE.
 LK0598'
 LK0598'STATION WAS REPORTED TO BE LEANING.
 LK0598'
 LK0598'STATION WAS REPORTED PARTIALLY PULLED OUT AND
 LK0598'LEANING.  RMS WERE REPORTED TO BE IN GOOD CONDITION.
 LK0598'
 LK0598'STATION MARK--STANDARD TABLET, STAMPED ---FLEMING 1949---, CEMENTED
 LK0598'IN A CONCRETE POST, PROTRUDING 6 IN. ABOVE GROUND.
 LK0598'
 LK0598'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO.
 LK0598'1---, CEMENTED IN CONCRETE POST, PROTRUDING 6 IN. ABOVE THE GROUND,
 LK0598'37.21 FT. FROM STATION MARK, N 14 DEG 43 MIN E.
 LK0598'
 LK0598'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO.
 LK0598'2---, CEMENTED IN CONCRETE POST, PROTRUDING 6 IN. ABOVE THE GROUND,
 LK0598'28.12 FT. FROM STATION MARK, N 88 DEG 21 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0595 ***********************************************************************
 LK0595  DESIGNATION -  FLEMING FARMERS COOP ELEVR
 LK0595  PID         -  LK0595
 LK0595  STATE/COUNTY-  CO/LOGAN
 LK0595  USGS QUAD   -  FLEMING (1980)
 LK0595
 LK0595                         *CURRENT SURVEY CONTROL
 LK0595  ___________________________________________________________________
 LK0595* NAD 83(1992)-  40 40 47.41976(N)    102 50 18.02936(W)     ADJUSTED  
 LK0595* NAVD 88     -                                                        
 LK0595  ___________________________________________________________________
 LK0595  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 LK0595  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 LK0595
 LK0595  HORZ ORDER  -  THIRD
 LK0595
 LK0595.The horizontal coordinates were established by classical geodetic methods
 LK0595.and adjusted by the National Geodetic Survey in January 1993..
 LK0595
 LK0595
 LK0595.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0595
 LK0595.The geoid height was determined by GEOID03.
 LK0595
 LK0595;                    North         East     Units Scale Factor Converg.
 LK0595;SPC CO N     -   457,684.625 1,139,383.860   MT  0.99998484   +1 43 11.2
 LK0595;SPC CO N     - 1,501,586.97  3,738,128.55   sFT  0.99998484   +1 43 11.2
 LK0595;UTM  13      - 4,505,463.993   682,682.236   MT  1.00001079   +1 24 33.9
 LK0595
 LK0595                          SUPERSEDED SURVEY CONTROL
 LK0595
 LK0595  NAD 83(1986)-  40 40 47.41447(N)    102 50 18.03071(W) AD(       ) 4
 LK0595  NAD 27      -  40 40 47.43048(N)    102 50 16.33372(W) AD(       ) 3
 LK0595
 LK0595.Superseded values are not recommended for survey control.
 LK0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0595.See file dsdata.txt to determine how the superseded data were derived.
 LK0595
 LK0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF8268205464(NAD 83)
 LK0595_MARKER: 65 = GRAIN ELEVATOR
 LK0595
 LK0595  HISTORY     - Date     Condition        Report By
 LK0595  HISTORY     - 1969     FIRST OBSERVED   CGS
 LK0595
 LK0595                          STATION DESCRIPTION
 LK0595
 LK0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 LK0595'THE STATION IS LOCATED 150 FEET NORTH OF U.S. HIGHWAY 6, 36 FEET
 LK0595'SOUTH OF THE MAIN TRACK OF THE CHICAGO, BURLINGTON AND QUINCY
 LK0595'RAILROAD AND IN THE EAST EDGE OF TOWN.  THE ELEVATOR IS 150 FEET
 LK0595'HIGH WITH A 6 FOOT MAST WITH TWO RED LIGHTS.  IT IS PAINTED WHITE
 LK0595'AND THE POINT OBSERVED WAS THE RED LIGHT ATOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0596 ***********************************************************************
 LK0596  DESIGNATION -  FLEMING MUN WATER TANK
 LK0596  PID         -  LK0596
 LK0596  STATE/COUNTY-  CO/LOGAN
 LK0596  USGS QUAD   -  FLEMING (1980)
 LK0596
 LK0596                         *CURRENT SURVEY CONTROL
 LK0596  ___________________________________________________________________
 LK0596* NAD 83(1992)-  40 40 47.88200(N)    102 50 39.19828(W)     ADJUSTED  
 LK0596* NAVD 88     -                                                        
 LK0596  ___________________________________________________________________
 LK0596  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 LK0596  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 LK0596
 LK0596  HORZ ORDER  -  THIRD
 LK0596
 LK0596.The horizontal coordinates were established by classical geodetic methods
 LK0596.and adjusted by the National Geodetic Survey in January 1993..
 LK0596
 LK0596
 LK0596.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0596
 LK0596.The geoid height was determined by GEOID03.
 LK0596
 LK0596;                    North         East     Units Scale Factor Converg.
 LK0596;SPC CO N     -   457,683.974 1,138,886.542   MT  0.99998486   +1 42 57.6
 LK0596;SPC CO N     - 1,501,584.84  3,736,496.93   sFT  0.99998486   +1 42 57.6
 LK0596;UTM  13      - 4,505,466.036   682,184.909   MT  1.00000856   +1 24 20.1
 LK0596
 LK0596                          SUPERSEDED SURVEY CONTROL
 LK0596
 LK0596  NAD 83(1986)-  40 40 47.87765(N)    102 50 39.19939(W) AD(       ) 4
 LK0596  NAD 27      -  40 40 47.89269(N)    102 50 37.50218(W) AD(       ) 3
 LK0596
 LK0596.Superseded values are not recommended for survey control.
 LK0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0596.See file dsdata.txt to determine how the superseded data were derived.
 LK0596
 LK0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF8218505466(NAD 83)
 LK0596_MARKER: 53 = ELEVATED TANK
 LK0596
 LK0596  HISTORY     - Date     Condition        Report By
 LK0596  HISTORY     - 1969     FIRST OBSERVED   CGS
 LK0596
 LK0596                          STATION DESCRIPTION
 LK0596
 LK0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 LK0596'THE STATION IS LOCATED AT THE WEST EDGE OF TOWN AND 0.3 MILE WEST
 LK0596'OF THE JUNCTION OF MAIN STREET AND U.S. HIGHWAY 6.  IT IS 130 FEET
 LK0596'NORTH OF U.S. HIGHWAY 6 AND 75 FEET WEST OF A GRAVELED STREET.  THE
 LK0596'TANK IS 125 FEET HIGH AND SUPPORTED BY FOUR LEGS, PAINTED
 LK0596'SILVER.  THE POINT OBSERVED WAS THE FINIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0291 ***********************************************************************
 HJ0291  DESIGNATION -  FLETCHER
 HJ0291  PID         -  HJ0291
 HJ0291  STATE/COUNTY-  CO/PROWERS
 HJ0291  USGS QUAD   -  WEBB (1971)
 HJ0291
 HJ0291                         *CURRENT SURVEY CONTROL
 HJ0291  ___________________________________________________________________
 HJ0291* NAD 83(1992)-  37 43 01.09246(N)    102 14 15.68816(W)     ADJUSTED  
 HJ0291* NAVD 88     -      1204.     (meters)    3950.     (feet)  SCALED    
 HJ0291  ___________________________________________________________________
 HJ0291  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 HJ0291  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 HJ0291
 HJ0291  HORZ ORDER  -  SECOND
 HJ0291
 HJ0291.The horizontal coordinates were established by classical geodetic methods
 HJ0291.and adjusted by the National Geodetic Survey in November 1994..
 HJ0291
 HJ0291.The orthometric height was scaled from a topographic map.
 HJ0291
 HJ0291.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0291
 HJ0291.The geoid height was determined by GEOID03.
 HJ0291
 HJ0291;                    North         East     Units Scale Factor Converg.
 HJ0291;SPC CO S     -   426,389.094 1,201,962.609   MT  0.99994748   +2 00 03.7
 HJ0291;SPC CO S     - 1,398,911.55  3,943,438.99   sFT  0.99994748   +2 00 03.7
 HJ0291;UTM  13      - 4,178,005.134   743,476.400   MT  1.00033023   +1 41 26.5
 HJ0291
 HJ0291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0291!SPC CO S     -   0.99981491  x   0.99994748  =   0.99976240
 HJ0291!UTM  13      -   0.99981491  x   1.00033023  =   1.00014508
 HJ0291
 HJ0291|---------------------------------------------------------------------|
 HJ0291| PID    Reference Object                     Distance      Geod. Az  |
 HJ0291|                                                           dddmmss.s |
 HJ0291| CM8090 FLETCHER RM 1                        18.612 METERS 00100     |
 HJ0291| CM8091 FLETCHER RM 2                        27.228 METERS 08738     |
 HJ0291| HJ0292 BETTY                               APPROX. 9.8 KM 1892316.8 |
 HJ0291| CM8089 FLETCHER AZ MK                                     2702250.4 |
 HJ0291|---------------------------------------------------------------------|
 HJ0291
 HJ0291                          SUPERSEDED SURVEY CONTROL
 HJ0291
 HJ0291  NAD 83(1992)-  37 43 01.09273(N)    102 14 15.68643(W) AD(       ) 2
 HJ0291  NAD 83(1986)-  37 43 01.09258(N)    102 14 15.68051(W) AD(       ) 2
 HJ0291  NAD 27      -  37 43 01.05105(N)    102 14 14.01086(W) AD(       ) 2
 HJ0291
 HJ0291.Superseded values are not recommended for survey control.
 HJ0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0291.See file dsdata.txt to determine how the superseded data were derived.
 HJ0291
 HJ0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB4347678005(NAD 83)
 HJ0291_MARKER: DS = TRIANGULATION STATION DISK
 HJ0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0291
 HJ0291  HISTORY     - Date     Condition        Report By
 HJ0291  HISTORY     - 1953     MONUMENTED       CGS
 HJ0291  HISTORY     - 1971     GOOD             USGS
 HJ0291  HISTORY     - 1975     GOOD             NGS
 HJ0291
 HJ0291                          STATION DESCRIPTION
 HJ0291
 HJ0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HJ0291'STATION IS LOCATED, AIRLINE, ABOUT 33 MILES SOUTHEAST OF LAMAR,
 HJ0291'29 MILES NORTHEAST OF SPRINGFIELD, 14 MILES NORTHEAST OF THE
 HJ0291'VILLAGE OF TWO BUTTES, AND IS ON A PROMINENT, SMALL RISE WHICH
 HJ0291'HAS AN ABANDONED SQUARE FRAME HOUSE ON THE HIGHEST POINT.
 HJ0291'
 HJ0291'STATION IS REACHED AS FOLLOWS--FROM THE MAIN INTERSECTION IN THE
 HJ0291'VILLAGE OF TWO BUTTES, GO SOUTH FOR 0.35 MILE TO THE JUNCTION OF
 HJ0291'THE EAST-WEST ROAD.  TURN LEFT, EAST, AND GO 8.0 MILES TO A FORK
 HJ0291'WHERE STATE HIGHWAY 51 TURNS SOUTH.  CONTINUE STRAIGHT AHEAD
 HJ0291'FOR 0.05 MILE, TURN LEFT, NORTH, AND GO 9.3 MILES TO A CROSS
 HJ0291'ROAD AND A SCHOOLHOUSE 0.05 MILE TO THE NORTHWEST.  CONTINUE
 HJ0291'NORTH FOR 2.0 MILES, TURN RIGHT, EAST, AND DRIVE ALONG THE
 HJ0291'SOUTH SIDE OF THE FENCE LINE FOR 1.0 MILE TO A FENCE CORNER AND
 HJ0291'THE STATION.
 HJ0291'
 HJ0291'STATION MARK, STAMPED FLETCHER 1953, IS A STANDARD DISK SET
 HJ0291'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 6
 HJ0291'INCHES.  IT IS 6.0 FEET SOUTH OF A T FENCE INTERSECTION AND
 HJ0291'234.0 FEET NORTH NORTHWEST OF THE NORTHWEST CORNER OF THE
 HJ0291'ABANDONED HOUSE.
 HJ0291'
 HJ0291'REFERENCE MARK NUMBER 1, STAMPED FLETCHER NO 1 1953, IS A
 HJ0291'STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST,
 HJ0291'PROJECTING 2 INCHES AND AT THE SAME ELEVATION AS THE STATION.
 HJ0291'IT IS 18 INCHES EAST OF A FENCE LINE.
 HJ0291'
 HJ0291'REFERENCE MARK NUMBER 2, STAMPED FLETCHER NO 2 1953, IS A
 HJ0291'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST,
 HJ0291'PROJECTING 6 INCHES AND SLIGHTLY HIGHER THAN THE STATION.  IT
 HJ0291'IS 2.0 FEET SOUTH OF A FENCE LINE.
 HJ0291'
 HJ0291'AZIMUTH MARK, STAMPED FLETCHER 1953, IS A STANDARD DISK SET IN
 HJ0291'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH.
 HJ0291'TO REACH FROM THE STATION, GO WEST ALONG THE FENCE LINE FOR
 HJ0291'0.5 MILE TO THE AZIMUTH MARK 8 INCHES SOUTH OF THE FENCE LINE.
 HJ0291'
 HJ0291'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
 HJ0291
 HJ0291                          STATION RECOVERY (1971)
 HJ0291
 HJ0291'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (WC)
 HJ0291'THE STATION MARK IS 6.9 FEET SOUTH OF A METAL WITNESS POST SIGN
 HJ0291'MOUNTED ON A TIE FENCE POST, AND IS 2.6 FEET UNDERGROUND.  THE
 HJ0291'ABANDONED HOUSE HAS BEEN REMOVED.  THE REFERENCE MARKS WERE
 HJ0291'NOT RECOVERED.  THE AZIMUTH MARK WAS FOUND DESTROYED AND THE
 HJ0291'DISK WAS RECOVERED.
 HJ0291
 HJ0291                          STATION RECOVERY (1975)
 HJ0291
 HJ0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 HJ0291'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND ARE IN
 HJ0291'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT FOUND BUT THE LAND OWNER
 HJ0291'SAID IT HAD BEEN REMOVED FROM THE GROUND.  NO SUITABLE PLACE TO
 HJ0291'SET A NEW AZIMUTH MARK AT THIS TIME DUE TO LAND BEING UNDER
 HJ0291'CULTIVATION.
 HJ0291'
 HJ0291'STATION MARK AND REFERENCE MARKS ARE NOW BENEATH THE GROUND SURFACE
 HJ0291'DUE TO BLOWING AND DRIFFTING DIRT.
 HJ0291'
 HJ0291'STATION IS REACHED FROM THE POST OFFICE IN TWO BUTTES.  GO SOUTH
 HJ0291'ON THE MAIN STREET OF THE SMALL COMMUNITY FOR 0.3 MILE TO THE
 HJ0291'JUNCTION WITH STATE HIGHWAY 116.  TURN LEFT AND GO EAST ON HIGHWAY
 HJ0291'116 FOR 8.0 MILES TO A ROAD LEFT.  TURN LEFT AND GO NORTH ON A
 HJ0291'GRAVELED ROAD FOR 9.0 MILES TO A GRAVELED CROSSROAD, A SCHOOL IN
 HJ0291'THE NORTHWEST ANGLE AND A HOUSE IN THE NORTHEAST ANGLE.  CONTINUE
 HJ0291'NORTH ON THE ROAD FOR 2.0 MILES TO A FIELD CROSSROAD.  TURN
 HJ0291'RIGHT AND GO EAST ON A FIELD ROAD FOR 1.0 MILE TO AN OLD
 HJ0291'FENCECORNER POST WITH A METAL WITNESS SIGN ATTACHED, A METAL
 HJ0291'WITNESS POST WITH SIGN AND STATION MARK ON THE LEFT.
 HJ0291'
 HJ0291'STATION MARK DISK IS STAMPED FLETCHER 1953, SET IN THE TOP OF A
 HJ0291'SQUARE CONCRETE MONUMENT 2.5 FEET BELOW THE GROUND SURFACE.  MARK
 HJ0291'IS 24 FEET NORTH OF AN EAST-WEST FIELD ROAD, 2.6 FEET SOUTH OF AN
 HJ0291'OLD POST WITH A METAL WITNESS SIGN ATTACHED AND 1.0 FEET NORTH OF
 HJ0291'A METAL WITNESS POST.  AN OLD WOOD POST WAS PLACED IN THE GROUND
 HJ0291'DIRECTLY OVER THE MARK FOR A BETTER RECOVERY IN THE FUTURE.
 HJ0291'
 HJ0291'REFERENCE MARK NUMBER 1 DISK IS STAMPED FLETCHER NO 1 1953, SET IN
 HJ0291'THE TOP OF A SQUARE CONCRETE MONUMENT ABOUT 15 INCHES BELOW THE
 HJ0291'GROUND SURFACE.  MARK IS 1.3 FEET SOUTH OF A METAL WITNESS POST.
 HJ0291'
 HJ0291'REFERENCE MARK NUMBER 2 DISK IS STAMPED FLETCHER NO 2 1953, SET IN
 HJ0291'THE TOP OF A SQUARE CONCRETE MONUMENT ABOUT 3 INCHES BELOW THE
 HJ0291'GROUND SURFACE.  MARK IS 15 FEET NORTH OF THE EAST-WEST FIELD ROAD
 HJ0291'AND 1.0 FEET NORTH OF A METAL WITNESS POST.
 HJ0291'
 HJ0291'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13-1/4 MILES NE
 HJ0291'OF TWO BUTTES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1167 ***********************************************************************
 JK1167  DESIGNATION -  FLFC 1
 JK1167  PID         -  JK1167
 JK1167  STATE/COUNTY-  CO/EL PASO
 JK1167  USGS QUAD   -  FALCON NW (1994)
 JK1167
 JK1167                         *CURRENT SURVEY CONTROL
 JK1167  ___________________________________________________________________
 JK1167* NAD 83(1992)-  38 52 57.42774(N)    104 41 11.53936(W)     ADJUSTED  
 JK1167* NAVD 88     -      2019.2    (meters)    6625.     (feet)  VERTCON   
 JK1167  ___________________________________________________________________
 JK1167  LAPLACE CORR-          -8.48  (seconds)                    DEFLEC99
 JK1167  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 JK1167
 JK1167  HORZ ORDER  -  THIRD
 JK1167
 JK1167.The horizontal coordinates were established by classical geodetic methods
 JK1167.and adjusted by the National Geodetic Survey in January 1993..
 JK1167
 JK1167.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1167
 JK1167.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1167
 JK1167.The geoid height was determined by GEOID03.
 JK1167
 JK1167;                    North         East     Units Scale Factor Converg.
 JK1167;SPC CO C     -   421,594.579   984,980.381   MT  0.99994314   +0 30 46.9
 JK1167;SPC CO C     - 1,383,181.55  3,231,556.47   sFT  0.99994314   +0 30 46.9
 JK1167;UTM  13      - 4,303,797.484   527,187.982   MT  0.99960910   +0 11 48.4
 JK1167
 JK1167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1167!SPC CO C     -   0.99968605  x   0.99994314  =   0.99962921
 JK1167!UTM  13      -   0.99968605  x   0.99960910  =   0.99929527
 JK1167
 JK1167:                Primary Azimuth Mark                     Grid Az
 JK1167:SPC CO C     -  6882.8 TG                                309 03 59.7
 JK1167:UTM  13      -  6882.8 TG                                309 22 58.2
 JK1167
 JK1167|---------------------------------------------------------------------|
 JK1167| PID    Reference Object                     Distance      Geod. Az  |
 JK1167|                                                           dddmmss.s |
 JK1167| JK1170 6882.8 TG                           APPROX. 4.8 KM 3093446.6 |
 JK1167|---------------------------------------------------------------------|
 JK1167
 JK1167                          SUPERSEDED SURVEY CONTROL
 JK1167
 JK1167  NAD 83(1986)-  38 52 57.41922(N)    104 41 11.53548(W) AD(       ) 3
 JK1167  NAD 27      -  38 52 57.44758(N)    104 41 09.64118(W) AD(       ) 3
 JK1167  NGVD 29 (07/19/86) 2018.1    (m)         6621.     (f) VERT ANG       
 JK1167
 JK1167.Superseded values are not recommended for survey control.
 JK1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1167.See file dsdata.txt to determine how the superseded data were derived.
 JK1167
 JK1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED2718803797(NAD 83)
 JK1167_MARKER: DD = SURVEY DISK
 JK1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1167_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JK1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK1167+STABILITY: SURFACE MOTION
 JK1167
 JK1167  HISTORY     - Date     Condition        Report By
 JK1167  HISTORY     - 1947     MONUMENTED       USGS
 JK1167  HISTORY     - 20040308 MARK NOT FOUND   CLSI
 JK1167
 JK1167                          STATION DESCRIPTION
 JK1167
 JK1167'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JK1167'STATION LIES IN SEC. 32, T 13 S, R 65 W, APPROXIMATELY 8.0 MI. NE. OF
 JK1167'COLORADO SPRINGS POST OFFICE.
 JK1167'
 JK1167'TO REACH BY AUTO, TRAVEL N. ALONG U.S. HIGHWAYS 85 AND 87 0.3 MI. FROM
 JK1167'COLORADO SPRINGS POST OFFICE TO INTERSECTION WITH U.S. HIGHWAY 24,
 JK1167'THENCE E. ALONG U.S. HIGHWAY 24 7.9 MI. TO RD. INTERSECTION, THENCE
 JK1167'LEFT (N.) 2.1 MI. TO RAILROAD CROSSING, THENCE LEFT 0.2 MI. ALONG
 JK1167'COUNTRY RD. TO TOP OF GRASSY RIDGE.  STATION IS 33 FT. S. OF RD.
 JK1167'
 JK1167'STATION MARK--STANDARD TABLET SET IN 8 X 8 X 48 IN. CONCRETE POST
 JK1167'PROJECTING 4 IN. ABOVE GROUND AND STAMPED ---FLFC-1 1947---.
 JK1167'
 JK1167'REFERENCE MARKS--NONE.
 JK1167
 JK1167                          STATION RECOVERY (2004)
 JK1167
 JK1167'RECOVERY NOTE BY CLARK LAND SURVEYING INCORPORATED 2004 (MSJ)
 JK1167'THE HILL IN THE VICINITY OF THIS MARK HAS BEEN EXCAVATED FOR THE
 JK1167'CONSTRUCTION OF THE EL PASO COUNTY DEPARTMENT OF TRANSPORTATION
 JK1167'FACILITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1319 ***********************************************************************
 JK1319  DESIGNATION -  FLINT
 JK1319  PID         -  JK1319
 JK1319  STATE/COUNTY-  CO/PARK
 JK1319  USGS QUAD   -  ANTERO RESERVOIR NE (1979)
 JK1319
 JK1319                         *CURRENT SURVEY CONTROL
 JK1319  ___________________________________________________________________
 JK1319* NAD 83(1992)-  38 53 51.64711(N)    105 45 36.01720(W)     ADJUSTED  
 JK1319* NAVD 88     -      2996.4    (meters)    9831.     (feet)  VERTCON   
 JK1319  ___________________________________________________________________
 JK1319  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 JK1319  GEOID HEIGHT-         -13.88  (meters)                     GEOID03
 JK1319
 JK1319  HORZ ORDER  -  THIRD
 JK1319
 JK1319.The horizontal coordinates were established by classical geodetic methods
 JK1319.and adjusted by the National Geodetic Survey in January 1993..
 JK1319
 JK1319.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1319
 JK1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1319
 JK1319.The geoid height was determined by GEOID03.
 JK1319
 JK1319;                    North         East     Units Scale Factor Converg.
 JK1319;SPC CO C     -   422,982.733   891,847.482   MT  0.99994218   -0 09 50.3
 JK1319;SPC CO C     - 1,387,735.85  2,926,002.95   sFT  0.99994218   -0 09 50.3
 JK1319;UTM  13      - 4,305,696.575   434,094.761   MT  0.99965348   -0 28 38.1
 JK1319
 JK1319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1319!SPC CO C     -   0.99953227  x   0.99994218  =   0.99947448
 JK1319!UTM  13      -   0.99953227  x   0.99965348  =   0.99918591
 JK1319
 JK1319:                Primary Azimuth Mark                     Grid Az
 JK1319:SPC CO C     -  CROSS                                    109 56 31.8
 JK1319:UTM  13      -  CROSS                                    110 15 19.6
 JK1319
 JK1319|---------------------------------------------------------------------|
 JK1319| PID    Reference Object                     Distance      Geod. Az  |
 JK1319|                                                           dddmmss.s |
 JK1319| JK1309 CROSS                               APPROX.11.2 KM 1094641.5 |
 JK1319|---------------------------------------------------------------------|
 JK1319
 JK1319                          SUPERSEDED SURVEY CONTROL
 JK1319
 JK1319  NAD 83(1986)-  38 53 51.64094(N)    105 45 36.02116(W) AD(       ) 3
 JK1319  NAD 27      -  38 53 51.65234(N)    105 45 33.98838(W) AD(       ) 3
 JK1319  NGVD 29 (07/19/86) 2994.8    (m)         9825.     (f) VERT ANG       
 JK1319
 JK1319.Superseded values are not recommended for survey control.
 JK1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1319.See file dsdata.txt to determine how the superseded data were derived.
 JK1319
 JK1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD3409505697(NAD 83)
 JK1319_MARKER: DD = SURVEY DISK
 JK1319_SETTING: 0 = UNSPECIFIED SETTING
 JK1319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK1319
 JK1319  HISTORY     - Date     Condition        Report By
 JK1319  HISTORY     - 1954     MONUMENTED       USGS
 JK1319
 JK1319                          STATION DESCRIPTION
 JK1319
 JK1319'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JK1319'STATION IS LOCATED 8.0 MI. S. OF HARTSEL, ON HIGHEST POINT OF LONG,
 JK1319'TREE COVERED RIDGE.
 JK1319'
 JK1319'TO REACH STATION FROM HARTSEL POST OFFICE, GO S. 0.1 MI. TO HIGHWAY
 JK1319'24, CROSS HIGHWAY TO GRADED HIGHWAY 9, PROCEED S. ON HIGHWAY 9 FOR
 JK1319'2.3 MI. TO CATTLEGUARD AND Y-RD. JUNCTION.  TAKE GRADED RD. RIGHT,
 JK1319'STAYING ON MAIN TRAVELED RD. FOR 7.1 MI. TO CROSSROADS, TURN LEFT
 JK1319'ONTO DIM TRAIL E., FOLLOW TRAIL FOR 2.3 MI. TO SMALL MEADOW, TURN
 JK1319'RIGHT OFF TRAIL ON VERY DIM TRAIL LEADING S., PROCEED TO SMALL
 JK1319'CABIN AND TURN RIGHT, FOLLOW TRAIL FOR 1.1 MI. TO SUMMIT OF RIDGE
 JK1319'AND STATION.
 JK1319'
 JK1319'STATION MARK--STANDARD BRONZE TRIANGULATION TABLET, STAMPED ---FLINT
 JK1319'1954---.
 JK1319'
 JK1319'REFERENCE MARK--A CHISELED CROSS, ON LARGE BOULDER, PROJECTING ABOUT
 JK1319'8 IN. ABOVE GROUND, 24.75 FT. DISTANCE, N 56 DEG 23 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1896 ***********************************************************************
 KK1896  DESIGNATION -  FLOYD
 KK1896  PID         -  KK1896
 KK1896  STATE/COUNTY-  CO/CLEAR CREEK
 KK1896  USGS QUAD   -  SQUAW PASS (1974)
 KK1896
 KK1896                         *CURRENT SURVEY CONTROL
 KK1896  ___________________________________________________________________
 KK1896* NAD 83(1992)-  39 44 45.05349(N)    105 25 17.01765(W)     ADJUSTED  
 KK1896* NAVD 88     -      2510.     (meters)    8235.     (feet)  SCALED    
 KK1896  ___________________________________________________________________
 KK1896  LAPLACE CORR-         -15.26  (seconds)                    DEFLEC99
 KK1896  GEOID HEIGHT-         -13.75  (meters)                     GEOID03
 KK1896
 KK1896  HORZ ORDER  -  THIRD
 KK1896
 KK1896.The horizontal coordinates were established by classical geodetic methods
 KK1896.and adjusted by the National Geodetic Survey in January 1993..
 KK1896
 KK1896.The orthometric height was scaled from a topographic map.
 KK1896
 KK1896.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1896
 KK1896.The geoid height was determined by GEOID03.
 KK1896
 KK1896;                    North         East     Units Scale Factor Converg.
 KK1896;SPC CO C     -   517,113.938   921,139.129   MT  0.99999918   +0 02 58.5
 KK1896;SPC CO C     - 1,696,564.64  3,022,103.96   sFT  0.99999918   +0 02 58.5
 KK1896;UTM  13      - 4,399,634.362   463,896.893   MT  0.99961605   -0 16 10.0
 KK1896
 KK1896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1896!SPC CO C     -   0.99960850  x   0.99999918  =   0.99960768
 KK1896!UTM  13      -   0.99960850  x   0.99961605  =   0.99922470
 KK1896
 KK1896:                Primary Azimuth Mark                     Grid Az
 KK1896:SPC CO C     -  CENTENNIAL                               082 01 08.7
 KK1896:UTM  13      -  CENTENNIAL                               082 20 17.2
 KK1896
 KK1896|---------------------------------------------------------------------|
 KK1896| PID    Reference Object                     Distance      Geod. Az  |
 KK1896|                                                           dddmmss.s |
 KK1896| KK1911 CENTENNIAL                          APPROX. 5.4 KM 0820407.2 |
 KK1896|---------------------------------------------------------------------|
 KK1896
 KK1896                          SUPERSEDED SURVEY CONTROL
 KK1896
 KK1896  NAD 83(1986)-  39 44 45.05133(N)    105 25 17.01658(W) AD(       ) 3
 KK1896  NAD 27      -  39 44 45.09298(N)    105 25 15.03901(W) AD(       ) 3
 KK1896
 KK1896.Superseded values are not recommended for survey control.
 KK1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1896.See file dsdata.txt to determine how the superseded data were derived.
 KK1896
 KK1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD6389799634(NAD 83)
 KK1896
 KK1896  HISTORY     - Date     Condition        Report By
 KK1896  HISTORY     - 1941     MONUMENTED       USGS
 KK1896  HISTORY     - 1957     GOOD             USGS
 KK1896
 KK1896                          STATION DESCRIPTION
 KK1896
 KK1896'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 KK1896'STATION IS LOCATED ON A BARE HILL, ABOUT 0.75 MI. NE. OF THE
 KK1896'INTERSECTION OF HIGHWAYS 40, 6, AND 119, AT THE FOOT OF FLOYD
 KK1896'HILL, FROM WHICH POINT THE STATION IS VISIBLE.
 KK1896'
 KK1896'STATION MARK--A STANDARD BRONZE TABLET CEMENTED IN SOLID ROCK, STAMPED
 KK1896'---FLOYD R 1941---.
 KK1896'
 KK1896'REFERENCE MARK NO. 1--A STANDARD REFERENCE TABLET CEMENTED IN SOLID
 KK1896'ROCK AND STAMPED ---NO 1---, 14.80 FT. DISTANT FROM STATION MARK,
 KK1896'S 62 DEG 29 MIN W.
 KK1896'
 KK1896'REFERENCE MARK NO. 2--A STANDARD REFERENCE TABLET CEMENTED IN SOLID
 KK1896'ROCK AND STAMPED ---NO 2---, 33.50 FT. DISTANT FROM STATION MARK,
 KK1896'N 01 DEG 47 MIN W.
 KK1896'
 KK1896'FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5122 ***********************************************************************
 AC5122  DESIGNATION -  FLYING A
 AC5122  PID         -  AC5122
 AC5122  STATE/COUNTY-  CO/PUEBLO
 AC5122  USGS QUAD   -  FLYING A RANCH (1974)
 AC5122
 AC5122                         *CURRENT SURVEY CONTROL
 AC5122  ___________________________________________________________________
 AC5122* NAD 83(1992)-  38 03 42.41205(N)    104 14 04.28427(W)     ADJUSTED  
 AC5122* NAVD 88     -      1410.9    (meters)    4629.     (feet)  GPS OBS   
 AC5122  ___________________________________________________________________
 AC5122  X           -  -1,236,661.863 (meters)                     COMP
 AC5122  Y           -  -4,874,886.658 (meters)                     COMP
 AC5122  Z           -   3,911,702.832 (meters)                     COMP
 AC5122  LAPLACE CORR-          -5.95  (seconds)                    DEFLEC99
 AC5122  ELLIP HEIGHT-        1390.63  (meters)          (12/03/02) GPS OBS
 AC5122  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 AC5122
 AC5122  HORZ ORDER  -  FIRST
 AC5122  ELLP ORDER  -  FOURTH    CLASS II
 AC5122
 AC5122.The horizontal coordinates were established by GPS observations
 AC5122.and adjusted by the National Geodetic Survey in January 1997..
 AC5122
 AC5122.The orthometric height was determined by GPS observations and a
 AC5122.high-resolution geoid model.
 AC5122
 AC5122.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5122
 AC5122.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5122
 AC5122.The ellipsoidal height was determined by GPS observations
 AC5122.and is referenced to NAD 83.
 AC5122
 AC5122.The geoid height was determined by GEOID03.
 AC5122
 AC5122;                    North         East     Units Scale Factor Converg.
 AC5122;SPC CO S     -   460,389.414 1,025,449.853   MT  0.99995326   +0 46 34.4
 AC5122;SPC CO S     - 1,510,460.94  3,364,330.06   sFT  0.99995326   +0 46 34.4
 AC5122;UTM  13      - 4,212,946.358   567,150.862   MT  0.99965554   +0 28 19.0
 AC5122
 AC5122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5122!SPC CO S     -   0.99978184  x   0.99995326  =   0.99973511
 AC5122!UTM  13      -   0.99978184  x   0.99965554  =   0.99943745
 AC5122
 AC5122                          SUPERSEDED SURVEY CONTROL
 AC5122
 AC5122  ELLIP H (01/17/97) 1390.62   (m)                       GP(       ) 1 1
 AC5122
 AC5122.Superseded values are not recommended for survey control.
 AC5122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5122.See file dsdata.txt to determine how the superseded data were derived.
 AC5122
 AC5122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6715112946(NAD 83)
 AC5122_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5122_STAMPING: FLYING A 1995
 AC5122_MARK LOGO: NGS   
 AC5122_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC5122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5122+STABILITY: SURFACE MOTION
 AC5122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5122+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5122
 AC5122  HISTORY     - Date     Condition        Report By
 AC5122  HISTORY     - 1995     MONUMENTED       CO-101
 AC5122
 AC5122                          STATION DESCRIPTION
 AC5122
 AC5122'DESCRIBED BY PUEBLO COUNTY COLORADO 1995 (KCH)
 AC5122'THE STATION IS LOCATED IN EAST-CENTRAL PUEBLO COUNTY, ABOUT 25.4 MI
 AC5122'(40.9 KM) EAST-SOUTHEAST OF DOWNTOWN PUEBLO, 14.0 MI (22.5 KM)
 AC5122'SOUTHWEST OF FOWLER, 5.3 MI (8.5 KM) SOUTHWEST OF THE FLYING A RANCH
 AC5122'HEADQUARTERS AT THE CENTER OF SECTION 9 T23S R61W OF THE 6TH PM.
 AC5122'OWNERSHIP--THE STATION IS LOCATED ON THE STATE LAND BOARD LAND LEASED
 AC5122'BY HARRY VOLD, 5911 RED TOP ROAD, VINELAND, CO 81006, (719) 948-2163.
 AC5122'ACCESS TO THE STATION FROM FLYING A ROAD PASSES THROUGH THE PREMISES
 AC5122'OF THE FLYING  A  RANCH, OWNED AND OPERATED BY MARK MAJOR, 4826 FLYING
 AC5122'A ROAD, FOWLER, CO 81039, (719) 263-5540. TO REACH THE STATION FROM
 AC5122'THE INTERSECTION OF 64TH LANE AND US HWY 50 AT MILEPOST 343.5, GO
 AC5122'SOUTH ON 64TH LANE FOR 2.45 MI (3.94 KM) TO A T-INTERSECTION WITH
 AC5122'GARNETT ROAD.  TURN RIGHT, WEST, ON GARNETT ROAD FOR 0.5 MI (0.8 KM)
 AC5122'TO A SIDE ROAD LEFT, FLYING A ROAD.  TURN LEFT, SOUTH, ON FLYING A
 AC5122'ROAD FOR 1.5 MI (2.4 KM) TO THE FLYING A RANCH HEADQUARTERS, OFF THE
 AC5122'LEFT SIDE OF THE ROAD. CONTINUE AHEAD, SOUTH, FOR 0.6 MI (1.0 KM) TO A
 AC5122'GAS PIPELINE CROSSING. CONTINUE AHEAD, SOUTH FOR 0.7 MI (1.1 KM) TO AN
 AC5122'EARTHEN DAM ON THE RIGHT AND A FORK IN THE ROAD.  TAKE THE RIGHT FORK,
 AC5122'OFF FLYING A ROAD, 0.45 MI (0.72 KM) ON A DIRT ROAD, PASSING AROUND
 AC5122'THE SOUTH END OF THE EARTHEN DAM, TO AN UNLOCKED BARBED-WIRE GATE.
 AC5122'CONTINUE AHEAD SOUTHWEST 0.25 MI (0.40 KM) THROUGH THE GATE ON THE
 AC5122'MAIN RANCH ROAD TO A SINGLE 6X8 POST AT THE RIGHT EDGE OF THE ROAD.
 AC5122'CONTINUE AHEAD SOUTHWEST 1.0 MI (1.6 KM) TO A STEEL WATER TANK ON THE
 AC5122'RIGHT.  CONTINUE AHEAD SOUTHWEST 0.6 MI (1.0 KM) TO A 0.7 M (2.3 FT)
 AC5122'HIGH STEEL POST AT THE LEFT SIDE OF THE ROAD. CONTINUE AHEAD 0.6 MI
 AC5122'(1.0 KM) TO ANOTHER 0.7 M (2.3 FT) HIGH STEEL POST ON THE LEFT SIDE OF
 AC5122'THE ROAD.  CONTINUE AHEAD 0.3 MI (0.5 KM) TO AN EARTHEN DAM ON THE
 AC5122'LEFT AND WATER TANKS ON THE LEFT AND RIGHT. TAKE A TWO-TRACK ROAD
 AC5122'EXITING THE SOUTHWEST CORNER OF THE WATERING HOLE, DUE WEST, FOR 1.2
 AC5122'MI (1.9 KM) TO AN UNLOCKED BARBED-WIRE GATE.  CONTINUE AHEAD, WEST,
 AC5122'0.55 MI (0.89 KM) TO THE STATION ON THE RIGHT, NORTH, SIDE OF THE
 AC5122'ROAD. THE MARKER IS A NGS STANDARD BRASS HORIZONTAL CONTROL DISK SET
 AC5122'INTO THE TOP OF A CYLANDRICAL MASS OF CONCRETE 1.5 FT (0.5 M) IN
 AC5122'DIAMETER, 5.0 FEET (1.5 M) DEEP, AND FINISHED FLUSH WITH THE GROUND.
 AC5122'IT IS 8.5 M (27.9 FT) NORTH OF AN E-W DIRT RANCH ROAD, 0.8 M (2.6 FT)
 AC5122'SOUTHWEST OF A CARSONITE WITNESS POST, AND LEVEL WITH THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5920 ***********************************************************************
 AI5920  SACS        -  This is a Secondary Airport Control Station.
 AI5920  DESIGNATION -  FNL A
 AI5920  PID         -  AI5920
 AI5920  STATE/COUNTY-  CO/LARIMER
 AI5920  USGS QUAD   -  LOVELAND (1984)
 AI5920
 AI5920                         *CURRENT SURVEY CONTROL
 AI5920  ___________________________________________________________________
 AI5920* NAD 83(1992)-  40 26 34.12602(N)    105 00 16.76909(W)     ADJUSTED  
 AI5920* NAVD 88     -      1532.71   (meters)    5028.6    (feet)  GPS OBS   
 AI5920  ___________________________________________________________________
 AI5920  X           -  -1,258,788.631 (meters)                     COMP
 AI5920  Y           -  -4,696,335.866 (meters)                     COMP
 AI5920  Z           -   4,116,512.433 (meters)                     COMP
 AI5920  LAPLACE CORR-         -12.25  (seconds)                    DEFLEC99
 AI5920  ELLIP HEIGHT-        1515.97  (meters)          (10/21/02) GPS OBS
 AI5920  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 AI5920
 AI5920  HORZ ORDER  -  FIRST
 AI5920  ELLP ORDER  -  FIFTH     CLASS I
 AI5920
 AI5920.This mark is at Fort Collins/loveland Mun Airport (FNL)
 AI5920
 AI5920.The horizontal coordinates were established by GPS observations
 AI5920.and adjusted by the National Geodetic Survey in June 2000..
 AI5920
 AI5920.The orthometric height was determined by GPS observations and a
 AI5920.high-resolution geoid model.
 AI5920
 AI5920.GPS derived orthometric heights for airport stations designated as
 AI5920.PACS or SACS are published to 2 decimal places.  This maintains
 AI5920.centimeter relative accuracy between the PACS and SACS.  It does
 AI5920.not indicate centimeter accuracy relative to other marks which are
 AI5920.part of the NAVD 88 network.
 AI5920
 AI5920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5920
 AI5920.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5920
 AI5920.The ellipsoidal height was determined by GPS observations
 AI5920.and is referenced to NAD 83.
 AI5920
 AI5920.The geoid height was determined by GEOID03.
 AI5920
 AI5920;                    North         East     Units Scale Factor Converg.
 AI5920;SPC CO N     -   428,105.289   956,424.693   MT  0.99996245   +0 19 12.2
 AI5920;SPC CO N     - 1,404,542.10  3,137,870.01   sFT  0.99996245   +0 19 12.2
 AI5920;UTM  13      - 4,476,907.002   499,604.968   MT  0.99960000   -0 00 10.9
 AI5920
 AI5920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5920!SPC CO N     -   0.99976225  x   0.99996245  =   0.99972470
 AI5920!UTM  13      -   0.99976225  x   0.99960000  =   0.99936234
 AI5920
 AI5920                          SUPERSEDED SURVEY CONTROL
 AI5920
 AI5920  ELLIP H (06/30/00) 1515.99   (m)                       GP(       ) 1 1
 AI5920
 AI5920.Superseded values are not recommended for survey control.
 AI5920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5920.See file dsdata.txt to determine how the superseded data were derived.
 AI5920
 AI5920_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE9960576907(NAD 83)
 AI5920_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5920_STAMPING: FNL A 1999
 AI5920_MARK LOGO: NGS   
 AI5920_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI5920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5920+STABILITY: SURFACE MOTION
 AI5920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5920+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5920
 AI5920  HISTORY     - Date     Condition        Report By
 AI5920  HISTORY     - 1999     MONUMENTED       NGS
 AI5920
 AI5920                          STATION DESCRIPTION
 AI5920
 AI5920'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5920'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) SOUTH-SOUTHEAST OF FORT
 AI5920'COLLINS, 7.0 MI (11.3 KM) WEST-SOUTHWEST OF WINDSOR, 4.5 MI (7.2 KM)
 AI5920'NORTHEAST OF LOVELAND AND AT THE FORT COLLINS-LOVELAND MUNICIPAL
 AI5920'AIRPORT, IN THE SOUTHEAST 1/4 OF SECTION 33, T 6 N, R 68 W.  ACCESS TO
 AI5920'THE AIRPORT IS CONTROLLED.  PERMISSION TO USE THIS STATION MUST BE
 AI5920'OBTAINED FROM THE AIRPORT MANAGER.  OWNERSHIP--FORT COLLINS-LOVELAND
 AI5920'MUNICIPAL AIRPORT, 4900 EARHART ROAD, LOVELAND, CO 80538,
 AI5920'PHONE-970-962-2852.  AIRPORT MANAGER--MR.  FRED H.  ANDERTON, JR
 AI5920'TO REACH THE STATION FROM THE UNDERPASS OF INTERSTATE 25 AND AIRPORT
 AI5920'ROAD (EXIT 259) , GO WEST FOR ABOUT 100 M (328.1 FT) TO THE
 AI5920'INTERSECTION OF NORTH FRONTAGE ROAD.  TURN RIGHT, NORTH, FOR 0.7 MI
 AI5920'(1.1 KM) TO A SIDE ROAD LEFT.  TURN LEFT, WEST ON EARHART ROAD FOR 0.8
 AI5920'MI (1.3 KM) TO THE PARKING LOT OF THE JET CENTER, NOTE THE BRITISH
 AI5920'PETROLEUM GAS SIGN, CHAINLINK FENCE AND GATE.  CONTACT THE AIRPORT
 AI5920'MANAGER FOR PERMISSION TO ENTER THE FLIGHT OPERATIONS AREA. PASS
 AI5920'THROUGH THE GATE, LEFT, SOUTHEAST, AND FOLLOW TAXIWAY D FOR 0.5 MI
 AI5920'(0.8 KM) TO THE STATION ON THE LEFT NEAR THE AIRPORT BEACON
 AI5920'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 AI5920'POST, FLUSH WITH THE GROUND.  IT IS 38.7 M (127.0 FT) SOUTHWEST FROM
 AI5920'THE SOUTHWEST CORNER OF THE AIRPORT BEACON, 27.6 M (90.6 FT) SOUTHEAST
 AI5920'FROM THE CENTER OF AN ELECTRICAL VAULT--DUCT 1-3--, 24.0 M (78.7 FT)
 AI5920'EAST FROM THE CENTERLINE OF TAXIWAY D, 21.1 M (69.2 FT) SOUTHWEST FROM
 AI5920'THE FIRE HYDRANT AND ABOUT 2 M (6.6 FT) ABOVE THE TAXIWAY D.  THIS
 AI5920'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION FOR THE
 AI5920'ANA PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5921 ***********************************************************************
 AI5921  SACS        -  This is a Secondary Airport Control Station.
 AI5921  DESIGNATION -  FNL B
 AI5921  PID         -  AI5921
 AI5921  STATE/COUNTY-  CO/LARIMER
 AI5921  USGS QUAD   -  LOVELAND (1984)
 AI5921
 AI5921                         *CURRENT SURVEY CONTROL
 AI5921  ___________________________________________________________________
 AI5921* NAD 83(1992)-  40 27 39.95933(N)    105 00 54.16987(W)     ADJUSTED  
 AI5921* NAVD 88     -      1515.98   (meters)    4973.7    (feet)  GPS OBS   
 AI5921  ___________________________________________________________________
 AI5921  X           -  -1,259,295.481 (meters)                     COMP
 AI5921  Y           -  -4,694,822.498 (meters)                     COMP
 AI5921  Z           -   4,118,047.242 (meters)                     COMP
 AI5921  LAPLACE CORR-         -12.68  (seconds)                    DEFLEC99
 AI5921  ELLIP HEIGHT-        1499.35  (meters)          (10/21/02) GPS OBS
 AI5921  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 AI5921
 AI5921  HORZ ORDER  -  FIRST
 AI5921  ELLP ORDER  -  FIFTH     CLASS I
 AI5921
 AI5921.This mark is at Fort Collins/loveland Mun Airport (FNL)
 AI5921
 AI5921.The horizontal coordinates were established by GPS observations
 AI5921.and adjusted by the National Geodetic Survey in June 2000..
 AI5921
 AI5921.The orthometric height was determined by GPS observations and a
 AI5921.high-resolution geoid model.
 AI5921
 AI5921.GPS derived orthometric heights for airport stations designated as
 AI5921.PACS or SACS are published to 2 decimal places.  This maintains
 AI5921.centimeter relative accuracy between the PACS and SACS.  It does
 AI5921.not indicate centimeter accuracy relative to other marks which are
 AI5921.part of the NAVD 88 network.
 AI5921
 AI5921.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5921
 AI5921.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5921
 AI5921.The ellipsoidal height was determined by GPS observations
 AI5921.and is referenced to NAD 83.
 AI5921
 AI5921.The geoid height was determined by GEOID03.
 AI5921
 AI5921;                    North         East     Units Scale Factor Converg.
 AI5921;SPC CO N     -   430,130.965   955,532.226   MT  0.99996357   +0 18 48.0
 AI5921;SPC CO N     - 1,411,188.01  3,134,941.98   sFT  0.99996357   +0 18 48.0
 AI5921;UTM  13      - 4,478,936.941   498,724.258   MT  0.99960002   -0 00 35.2
 AI5921
 AI5921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5921!SPC CO N     -   0.99976485  x   0.99996357  =   0.99972843
 AI5921!UTM  13      -   0.99976485  x   0.99960002  =   0.99936497
 AI5921
 AI5921                          SUPERSEDED SURVEY CONTROL
 AI5921
 AI5921  ELLIP H (06/30/00) 1499.38   (m)                       GP(       ) 1 1
 AI5921
 AI5921.Superseded values are not recommended for survey control.
 AI5921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5921.See file dsdata.txt to determine how the superseded data were derived.
 AI5921
 AI5921_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE9872478937(NAD 83)
 AI5921_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5921_STAMPING: FNL B 1999
 AI5921_MARK LOGO: NGS   
 AI5921_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI5921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5921+STABILITY: SURFACE MOTION
 AI5921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5921+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5921
 AI5921  HISTORY     - Date     Condition        Report By
 AI5921  HISTORY     - 1999     MONUMENTED       NGS
 AI5921
 AI5921                          STATION DESCRIPTION
 AI5921
 AI5921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5921'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) SOUTH-SOUTHEAST OF FORT
 AI5921'COLLINS, 7.0 MI (11.3 KM) WEST-SOUTHWEST OF WINDSOR, 4.5 MI (7.2 KM)
 AI5921'NORTHEAST OF LOVELAND AND AT THE FORT COLLINS-LOVELAND MUNICIPAL
 AI5921'AIRPORT, IN THE NORTHWEST 1/4 OF SECTION 28, T 6 N, R 68 W.  ACCESS TO
 AI5921'THE AIRPORT IS CONTROLLED.  PERMISSION TO USE THIS STATION MUST BE
 AI5921'OBTAINED FROM THE AIRPORT MANAGER.  OWNERSHIP--FORT COLLINS-LOVELAND
 AI5921'MUNICIPAL AIRPORT, 4900 EARHART ROAD, LOVELAND, CO 80538,
 AI5921'PHONE-970-962-2852.  AIRPORT MANAGER--MR.  FRED H.  ANDERTON, JR
 AI5921'TO REACH THE STATION FROM THE UNDERPASS OF INTERSTATE 25 AND AIRPORT
 AI5921'ROAD (EXIT 259) , GO WEST FOR ABOUT 100 M (328.1 FT) TO THE
 AI5921'INTERSECTION OF NORTH FRONTAGE ROAD.  TURN RIGHT, NORTH, FOR 0.7 MI
 AI5921'(1.1 KM) TO A SIDE ROAD LEFT.  TURN LEFT, WEST ON EARHART ROAD FOR 0.8
 AI5921'MI (1.3 KM) TO THE PARKING LOT OF THE JET CENTER, NOTE THE BRITISH
 AI5921'PETROLEUM GAS SIGN, CHAINLINK FENCE AND GATE.  CONTACT THE AIRPORT
 AI5921'MANAGER FOR PERMISSION TO ENTER THE FLIGHT OPERATIONS AREA. PASS
 AI5921'THROUGH THE GATE, CROSS THE TERMINAL APRON TO TAXIWAY C. PROCEED WEST
 AI5921'ON TAXIWAY C FOR 0.05 MI (0.08 KM) TO THE INTERSECTION OF TAXIWAY A.
 AI5921'TURN RIGHT, NORTH, ON TAXIWAY A FOR 0.8 MI (1.3 KM) TO THE STATION ON
 AI5921'THE RIGHT JUST SOUTH OF THE RUNUP AREA AT THE END OF THE TAXIWAY
 AI5921'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 AI5921'POST, FLUSH WITH THE GROUND.  IT IS 73.9 M (242.5 FT) SOUTH-SOUTHEAST
 AI5921'FROM THE BLUELIGHT AT THE SOUTHEAST CORNER OF THE RUNUP AREA, 22.8 M
 AI5921'(74.8 FT) EAST-NORTHEAST FROM THE CENTERLINE OF TAXIWAY A, 19.4 M
 AI5921'(63.6 FT) SOUTHEAST FROM THE BLUE LIGHT AT THE CORNER OF TAXIWAY A AND
 AI5921'RUNUP RAMP, 19.0 M (62.3 FT) WEST-SOUTHWEST FROM THE EDGE OF A PLOWED
 AI5921'FIELD AND ABOUT 45 CM BELOW TAXIWAY A. THIS STATION IS DESIGNATED AS A
 AI5921'SECONDARY AIRPORT CONTROL STATION FOR THE ANA PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3940 ***********************************************************************
 AE3940  PACS        -  This is a Primary Airport Control Station.
 AE3940  DESIGNATION -  FNL C
 AE3940  PID         -  AE3940
 AE3940  STATE/COUNTY-  CO/LARIMER
 AE3940  USGS QUAD   -  LOVELAND (1984)
 AE3940
 AE3940                         *CURRENT SURVEY CONTROL
 AE3940  ___________________________________________________________________
 AE3940* NAD 83(1992)-  40 26 55.68994(N)    105 00 31.30149(W)     ADJUSTED  
 AE3940* NAVD 88     -      1525.85   (meters)    5006.1    (feet)  GPS OBS   
 AE3940  ___________________________________________________________________
 AE3940  X           -  -1,259,006.394 (meters)                     COMP
 AE3940  Y           -  -4,695,825.275 (meters)                     COMP
 AE3940  Z           -   4,117,014.319 (meters)                     COMP
 AE3940  LAPLACE CORR-         -12.37  (seconds)                    DEFLEC99
 AE3940  ELLIP HEIGHT-        1509.15  (meters)          (10/21/02) GPS OBS
 AE3940  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 AE3940
 AE3940  HORZ ORDER  -  B
 AE3940  ELLP ORDER  -  FIFTH     CLASS I
 AE3940
 AE3940.This mark is at Fort Collins/loveland Mun Airport (FNL)
 AE3940
 AE3940.The horizontal coordinates were established by GPS observations
 AE3940.and adjusted by the National Geodetic Survey in June 2000..
 AE3940
 AE3940.The orthometric height was determined by GPS observations and a
 AE3940.high-resolution geoid model.
 AE3940
 AE3940.GPS derived orthometric heights for airport stations designated as
 AE3940.PACS or SACS are published to 2 decimal places.  This maintains
 AE3940.centimeter relative accuracy between the PACS and SACS.  It does
 AE3940.not indicate centimeter accuracy relative to other marks which are
 AE3940.part of the NAVD 88 network.
 AE3940
 AE3940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3940
 AE3940.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3940
 AE3940.The ellipsoidal height was determined by GPS observations
 AE3940.and is referenced to NAD 83.
 AE3940
 AE3940.The geoid height was determined by GEOID03.
 AE3940
 AE3940;                    North         East     Units Scale Factor Converg.
 AE3940;SPC CO N     -   428,768.495   956,078.547   MT  0.99996280   +0 19 02.8
 AE3940;SPC CO N     - 1,406,717.97  3,136,734.37   sFT  0.99996280   +0 19 02.8
 AE3940;UTM  13      - 4,477,571.908   499,262.691   MT  0.99960001   -0 00 20.3
 AE3940
 AE3940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3940!SPC CO N     -   0.99976332  x   0.99996280  =   0.99972612
 AE3940!UTM  13      -   0.99976332  x   0.99960001  =   0.99936342
 AE3940
 AE3940                          SUPERSEDED SURVEY CONTROL
 AE3940
 AE3940  ELLIP H (06/30/00) 1509.17   (m)                       GP(       ) 1 1
 AE3940  NAD 83(1992)-  40 26 55.68980(N)    105 00 31.30126(W) AD(       ) 1
 AE3940  ELLIP H (10/23/97) 1509.18   (m)                       GP(       ) 4 1
 AE3940
 AE3940.Superseded values are not recommended for survey control.
 AE3940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3940.See file dsdata.txt to determine how the superseded data were derived.
 AE3940
 AE3940_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE9926377572(NAD 83)
 AE3940_MARKER: I = METAL ROD
 AE3940_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE3940_STAMPING: FNL C 1996
 AE3940_MARK LOGO: NGS   
 AE3940_PROJECTION: FLUSH
 AE3940_MAGNETIC: I = MARKER IS A STEEL ROD
 AE3940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3940+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1999
 AE3940_ROD/PIPE-DEPTH: 8.8  meters
 AE3940_SLEEVE-DEPTH  : 0.9 meters
 AE3940
 AE3940  HISTORY     - Date     Condition        Report By
 AE3940  HISTORY     - 1996     MONUMENTED       NGS
 AE3940  HISTORY     - 19970221 GOOD             CODOT
 AE3940  HISTORY     - 19990413 GOOD             NGS
 AE3940
 AE3940                          STATION DESCRIPTION
 AE3940
 AE3940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE3940'THE STATION IS LOCATED 9.8 MI (15.8 KM) SOUTH-SOUTHEAST OF FORT
 AE3940'COLLINS, 7.0 MI (11.3 KM) WEST-SOUTHWEST OF WINDSOR AND 4.5 MI (7.2
 AE3940'KM) NORTHEAST OF LOVELAND AND AT THE FORT COLLINS-LOVELAND MUNICIPAL
 AE3940'AIRPORT, IN THE NORTHEAST 1/4 OF SECTION 33, T 6 N, R 68 W.
 AE3940'OWNERSHIP--FORT COLLINS-LOVELAND MUNICIPAL AIRPORT, 4900 EARHART ROAD,
 AE3940'LOVELAND, CO 80538, PHONE-970-962-2852.  AIRPORT MANAGER--MR. FRED H.
 AE3940'ANDERTON, JR TO REACH THE STATION FROM THE UNDERPASS OF INTERSTATE 25
 AE3940'AND AIRPORT ROAD (EXIT 259) , GO WEST FOR ABOUT 100 M (328.1 FT) TO
 AE3940'THE INTERSECTION OF NORTH FRONTAGE ROAD.  TURN RIGHT, NORTH, FOR 0.7
 AE3940'MI (1.1 KM) TO A SIDE ROAD LEFT.  TURN LEFT, WEST, ON EARHART ROAD 0.8
 AE3940'MI (1.3 KM) TO THE PARKING LOT OF THE JET CENTER, NOTE CONOCO SIGN,
 AE3940'AND A CHAINLINK FENCE AND GATE.  PERMISSION MUST BE GOTTEN BEFORE
 AE3940'ENTERING AIRPORT.  PASS THROUGH THE GATE AND CONTINUE WEST FOR 0.05 MI
 AE3940'(0.08 KM) ACROSS THE APRON TO THE STATION BETWEEN THE APRON AND THE
 AE3940'TAXIWAY THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD
 AE3940'DRIVEN TO REFUSAL AT 8.8 M, (28.9 FT) ENCASED IN A 0.9 M (3.0 FT) LONG
 AE3940'GREASED FILLED 1-INCH PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH
 AE3940'LOGO LID AND CONCRETE COLLAR, FLUSH WITH THE GROUND.  IT IS 76.2 M
 AE3940'(250.0 FT) SOUTHEAST FROM THE CENTER LINE OF TAXIWAY C, 65.1 M (213.6
 AE3940'FT) EAST-NORTHEAST FROM THE EASTERN EDGE OF TAXIWAY A, 61.55 M (201.94
 AE3940'FT) SOUTH-SOUTHEAST FROM A CONCRETE CULVERT, 25.9 M (85.0 FT)
 AE3940'NORTH-NORTHEAST FROM A 3-SIDED MAST FOR WEATHER INSTRUMENTS, 2.6 M
 AE3940'(8.5 FT) SOUTHWEST FROM THE WESTERN MOST PAVEMENT OF THE APRON, 0.75 M
 AE3940'(2.46 FT) NORTHWEST OF A WITNESS POST AND 0.7 M (2.3 FT)
 AE3940'SOUTH-SOUTHEAST FROM A WITNESS POST.
 AE3940
 AE3940                          STATION RECOVERY (1997)
 AE3940
 AE3940'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 AE3940'RECOVERED AS DESCRIBED.
 AE3940
 AE3940                          STATION RECOVERY (1999)
 AE3940
 AE3940'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AE3940'THIS STATION IS DESIGNATED A PRIMARY AIRPORT CONTROL STATION FOR THE
 AE3940'ANA PROJECT.  THIS IS A CONTROLLED AIRPORT.  THE STATION IS LOCATED
 AE3940'ABOUT 9.8 MI (15.8 KM) SOUTH-SOUTHEAST OF FORT COLLINS, 7.O MI
 AE3940'WEST-SOUTHWEST OF WINDSOR, 4.5 MI (7.2 KM) NORTHEAST OF LOVELAND AND
 AE3940'AT THE FORT COLLINS-LOVELAND MUNICIPAL AIRPORT, IN THE NORTHEAST 1/4
 AE3940'OF SECTION 33, T 6 N, R 68 W.  OWNERSHIP--FORT COLLINS-LOVELAND
 AE3940'MUNICIPAL AIRPORT, 4900 EARHART ROAD, LOVELAND, CO 80538,
 AE3940'PHONE-970-962-2852.  AIRPORT MANAGER--MR.  FRED H.  ANDERTON, JR
 AE3940'TO REACH THE STATION FROM THE UNDERPASS OF INTERSTATE 25 AND AIRPORT
 AE3940'ROAD (EXIT 259) , GO WEST FOR ABOUT 100 M (328.1 FT) TO THE
 AE3940'INTERSECTION OF NORTH FRONTAGE ROAD.  TURN RIGHT, NORTH, FOR 0.7 MI
 AE3940'(1.1 KM) TO A SIDE ROAD LEFT.  TURN LEFT, WEST, ON EARHART ROAD FOR
 AE3940'0.8 MI (1.3 KM) TO THE PARKING LOT OF THE JET CENTER, NOTE THE BRITISH
 AE3940'PETROLEUM GAS SIGN (BP) , CHAINLINK FENCE AND GATE.  CONTACT THE
 AE3940'AIRPORT MANAGER FOR PERMISSION TO ENTER THE FLIGHT OPERATIONS AREA.
 AE3940'PASS THROUGH THE GATE AND CONTINUE WEST FOR 0.05 MI (0.08 KM) ACROSS
 AE3940'THE TERMINAL APRON TO THE STATION BETWEEN THE APRON AND THE TAXIWAY IN
 AE3940'A GRASSY AREA
 AE3940'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 8.8 M (28.9 FT) LONG
 AE3940'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 0.9 M (3.0 FT)
 AE3940'LONG GREASED PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID,
 AE3940'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 76.2 M
 AE3940'(250.0 FT) SOUTHEAST FROM THE CENTER LINE OF TAXIWAY C, 65.1 M (213.6
 AE3940'FT) EAST-NORTHEAST FROM THE EASTERN EDGE OF PAVEMENT OF TAXIWAY A,
 AE3940'61.55 M (201.94 FT) SOUTH-SOUTHEAST FROM A CONCRETE CULVERT, 2.6 M
 AE3940'(8.5 FT) SOUTHWEST FROM THE WESTERN MOST PAVEMENT OF THE APRON, 0.75 M
 AE3940'(2.46 FT) NORTHWEST FROM A WITNESS POST AND 0.7 M (2.3 FT)
 AE3940'SOUTH-SOUTHEAST FRM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8174 ***********************************************************************
 AH8174  DESIGNATION -  FOLEY
 AH8174  PID         -  AH8174
 AH8174  STATE/COUNTY-  CO/SAN MIGUEL
 AH8174  USGS QUAD   -  TELLURIDE (1955)
 AH8174
 AH8174                         *CURRENT SURVEY CONTROL
 AH8174  ___________________________________________________________________
 AH8174* NAD 83(1992)-  37 56 06.76848(N)    107 48 00.33388(W)     ADJUSTED  
 AH8174* NAVD 88     -      2686.2    (meters)    8813.     (feet)  GPS OBS   
 AH8174  ___________________________________________________________________
 AH8174  X           -  -1,540,394.070 (meters)                     COMP
 AH8174  Y           -  -4,797,739.090 (meters)                     COMP
 AH8174  Z           -   3,901,416.626 (meters)                     COMP
 AH8174  LAPLACE CORR-          10.58  (seconds)                    DEFLEC99
 AH8174  ELLIP HEIGHT-        2670.55  (meters)          (12/03/02) GPS OBS
 AH8174  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 AH8174
 AH8174  HORZ ORDER  -  FIRST
 AH8174  ELLP ORDER  -  FOURTH    CLASS II
 AH8174
 AH8174.The horizontal coordinates were established by GPS observations
 AH8174.and adjusted by the National Geodetic Survey in March 1999..
 AH8174
 AH8174.The orthometric height was determined by GPS observations and a
 AH8174.high-resolution geoid model.
 AH8174
 AH8174.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8174
 AH8174.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8174
 AH8174.The ellipsoidal height was determined by GPS observations
 AH8174.and is referenced to NAD 83.
 AH8174
 AH8174.The geoid height was determined by GEOID03.
 AH8174
 AH8174;                    North         East     Units Scale Factor Converg.
 AH8174;SPC CO S     -   448,078.526   712,232.582   MT  0.99994695   -1 24 39.0
 AH8174;SPC CO S     - 1,470,070.96  2,336,716.40   sFT  0.99994695   -1 24 39.0
 AH8174;UTM  13      - 4,202,325.192   253,919.079   MT  1.00034590   -1 43 20.2
 AH8174
 AH8174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8174!SPC CO S     -   0.99958113  x   0.99994695  =   0.99952810
 AH8174!UTM  13      -   0.99958113  x   1.00034590  =   0.99992688
 AH8174
 AH8174                          SUPERSEDED SURVEY CONTROL
 AH8174
 AH8174  ELLIP H (03/16/99) 2670.56   (m)                       GP(       ) 4 1
 AH8174
 AH8174.Superseded values are not recommended for survey control.
 AH8174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8174.See file dsdata.txt to determine how the superseded data were derived.
 AH8174
 AH8174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC5391902325(NAD 83)
 AH8174_MARKER: DH = HORIZONTAL CONTROL DISK
 AH8174_SETTING: 80 = SET IN A BOULDER
 AH8174_STAMPING: FOLEY 1997
 AH8174_MARK LOGO: NGS   
 AH8174_PROJECTION: FLUSH
 AH8174_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 AH8174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8174+STABILITY: SURFACE MOTION
 AH8174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8174+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH8174
 AH8174  HISTORY     - Date     Condition        Report By
 AH8174  HISTORY     - 1997     MONUMENTED       NGS
 AH8174
 AH8174                          STATION DESCRIPTION
 AH8174
 AH8174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AH8174'THE STATION IS LOCATED ABOUT 1.2 MI (1.9 KM) WEST OF THE PANDORA MILL,
 AH8174'0.75 MI (1.21 KM) EAST-SOUTHEAST OF TELLURIDE AND ON THE SOUTH SIDE OF
 AH8174'THE LONE TREE CEMETERY.  OWNERSHIP--SAN MIGUEL COUNTY ROAD
 AH8174'RIGHT-OF-WAY TO REACH THE STATION FROM THE COURTHOUSE IN TELLURIDE ON
 AH8174'THE OLD HIGHWAY 145, GO EAST-SOUTHEAST FOR 0.75 MI (1.21 KM) TO THE
 AH8174'STATION ON THE LEFT ON THE SOUTHSIDE OF THE CEMETERY THE MARK IS A
 AH8174'STANDARD DISK SET HORIZONTALLY IN THE TOP OF THE NORTHERN END OF A
 AH8174'DRILL HOLE IN A PARTIALLY EXPOSED BOULDER 2.0 M (6.6 FT) BY 2.4 M (7.9
 AH8174'FT) BY 2.1 M (6.9 FT) HIGH IN SIZE.  IT IS 25.1 M (82.3 FT) SOUTH FROM
 AH8174'A WHITE MARBLE HEADSTONE ABOUT 1.4 M (4.6 FT) HIGH OF JOE TELK, 19.7
 AH8174'EAST FROM A POWER POLE WITH A BRACE POLE, 9.5 M (31.2 FT) NORTH FROM
 AH8174'THE CENTER OF THE ROAD AND 2.2 M (7.2 FT) SOUTH FROM A WITNESS POST
 AH8174'AND FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1622 ***********************************************************************
 KK1622  DESIGNATION -  FONDIS
 KK1622  PID         -  KK1622
 KK1622  STATE/COUNTY-  CO/ELBERT
 KK1622  USGS QUAD   -  BIG GULCH (1970)
 KK1622
 KK1622                         *CURRENT SURVEY CONTROL
 KK1622  ___________________________________________________________________
 KK1622* NAD 83(1992)-  39 15 24.05057(N)    104 18 38.95853(W)     ADJUSTED  
 KK1622* NAVD 88     -      1914.3    (meters)    6280.     (feet)  VERTCON   
 KK1622  ___________________________________________________________________
 KK1622  LAPLACE CORR-          -5.08  (seconds)                    DEFLEC99
 KK1622  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 KK1622
 KK1622  HORZ ORDER  -  SECOND
 KK1622
 KK1622.The horizontal coordinates were established by classical geodetic methods
 KK1622.and adjusted by the National Geodetic Survey in January 1993..
 KK1622
 KK1622.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1622
 KK1622.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1622
 KK1622.The geoid height was determined by GEOID03.
 KK1622
 KK1622;                    North         East     Units Scale Factor Converg.
 KK1622;SPC CO C     -   463,474.901 1,017,033.693   MT  0.99993959   +0 45 00.0
 KK1622;SPC CO C     - 1,520,583.90  3,336,718.04   sFT  0.99993959   +0 45 00.0
 KK1622;UTM  13      - 4,345,487.648   559,461.219   MT  0.99964353   +0 26 10.0
 KK1622
 KK1622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1622!SPC CO C     -   0.99970261  x   0.99993959  =   0.99964221
 KK1622!UTM  13      -   0.99970261  x   0.99964353  =   0.99934624
 KK1622
 KK1622|---------------------------------------------------------------------|
 KK1622| PID    Reference Object                     Distance      Geod. Az  |
 KK1622|                                                           dddmmss.s |
 KK1622| CP8051 FONDIS RM 1                          12.142 METERS 00105     |
 KK1622| CP8052 FONDIS RM 2                          12.196 METERS 08726     |
 KK1622| KK1619 KNOB                                APPROX.13.4 KM 2412054.7 |
 KK1622|---------------------------------------------------------------------|
 KK1622
 KK1622                          SUPERSEDED SURVEY CONTROL
 KK1622
 KK1622  NAD 83(1986)-  39 15 24.04343(N)    104 18 38.95607(W) AD(       ) 2
 KK1622  NAD 27      -  39 15 24.08941(N)    104 18 37.08927(W) AD(       ) 2
 KK1622  NGVD 29 (07/19/86) 1913.3    (m)         6277.     (f) VERT ANG       
 KK1622
 KK1622.Superseded values are not recommended for survey control.
 KK1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1622.See file dsdata.txt to determine how the superseded data were derived.
 KK1622
 KK1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED5946145488(NAD 83)
 KK1622_MARKER: Z = SEE DESCRIPTION
 KK1622_SETTING: 0 = UNSPECIFIED SETTING
 KK1622
 KK1622  HISTORY     - Date     Condition        Report By
 KK1622  HISTORY     - 1970     MONUMENTED       USGS
 KK1622
 KK1622                          STATION DESCRIPTION
 KK1622
 KK1622'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (EOM)
 KK1622'STATION IS LOCATED EAST 38 DEGREES SOUTH ABOUT 10.5 MILES AIRLINE
 KK1622'FROM KIOWA, COLORADO.  WEST 01 DEGREE SOUTH ABOUT 34 MILES AIRLINE
 KK1622'FROM LIMON, COLORADO.  ABOUT 200 FEET WEST OF A GRAVELED ROAD ON
 KK1622'A SMALL GRASSY TOP.  16 FEET NORTH OF A USGS WITNESS SIGN MOUNTED
 KK1622'ON A METAL POST.  ON LAND OWNED BY DENNIS TRESCOTT, DENVER,
 KK1622'COLORADO.
 KK1622'
 KK1622'TO REACH THE STATION FROM THE SMALL HAMLET OF FONDIS, COLORADO, GO
 KK1622'EAST ON GRADED ROAD FOR 1.9 MILES TO CROSSROAD.  TURN LEFT (NORTH)
 KK1622'ON GRADED ROAD AND PROCEED 2.7 MILES TO TOP OF RIDGE AND STATION
 KK1622'ON LEFT (WEST).
 KK1622'
 KK1622'ALL MARKS ARE USGS BRASS TABLETS SOLDERED TO COPPER COATED STEEL
 KK1622'RODS CENTERED IN TILE 6 INCHES IN DIAMETER AND 12 INCHES LONG
 KK1622'FILLED WITH GRAVEL AND SET FLUSH WITH THE GROUND SURFACE.
 KK1622'
 KK1622'STATION MARK IS A ROD DRIVEN 8 FEET TO REFUSAL.  TABLET STAMPED
 KK1622'FONDIS ET 1970.
 KK1622'
 KK1622'REFERENCE MARK NO. 1 IS A ROD DRIVEN 10 FEET TO REFUSAL.  TABLET
 KK1622'STAMPED FONDIS ET 1 1970.
 KK1622'
 KK1622'REFERENCE MARK NO. 2 IS A ROD DRIVEN 10 FEET TO REFUSAL.  TABLET
 KK1622'STAMPED FONDIS ET 2 1970.
 KK1622'
 KK1622'STATION KNOB ET 1970 IS VISIBLE FROM THE GROUND AT THIS STATION
 KK1622'AND WILL SERVE AS THE AZIMUTH MARK.
 KK1622'
 KK1622'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0474 ***********************************************************************
 HK0474  DESIGNATION -  FORBES
 HK0474  PID         -  HK0474
 HK0474  STATE/COUNTY-  CO/LAS ANIMAS
 HK0474  USGS QUAD   -  TRINIDAD WEST (1979)
 HK0474
 HK0474                         *CURRENT SURVEY CONTROL
 HK0474  ___________________________________________________________________
 HK0474* NAD 83(1992)-  37 14 54.81178(N)    104 35 49.00100(W)     ADJUSTED  
 HK0474* NAVD 88     -      2249.4    (meters)    7380.     (feet)  VERTCON   
 HK0474  ___________________________________________________________________
 HK0474  LAPLACE CORR-          -7.33  (seconds)                    DEFLEC99
 HK0474  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 HK0474
 HK0474  HORZ ORDER  -  THIRD
 HK0474
 HK0474.The horizontal coordinates were established by classical geodetic methods
 HK0474.and adjusted by the National Geodetic Survey in January 1993..
 HK0474
 HK0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0474
 HK0474.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0474
 HK0474.The geoid height was determined by GEOID03.
 HK0474
 HK0474;                    North         East     Units Scale Factor Converg.
 HK0474;SPC CO S     -   369,768.693   994,520.415   MT  0.99999727   +0 33 14.1
 HK0474;SPC CO S     - 1,213,149.45  3,262,855.73   sFT  0.99999727   +0 33 14.1
 HK0474;UTM  13      - 4,122,522.489   535,745.281   MT  0.99961574   +0 14 38.3
 HK0474
 HK0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0474!SPC CO S     -   0.99965006  x   0.99999727  =   0.99964733
 HK0474!UTM  13      -   0.99965006  x   0.99961574  =   0.99926594
 HK0474
 HK0474:                Primary Azimuth Mark                     Grid Az
 HK0474:SPC CO S     -  POWELL                                   159 50 33.1
 HK0474:UTM  13      -  POWELL                                   160 09 08.9
 HK0474
 HK0474|---------------------------------------------------------------------|
 HK0474| PID    Reference Object                     Distance      Geod. Az  |
 HK0474|                                                           dddmmss.s |
 HK0474| HK0468 POWELL                              APPROX. 4.0 KM 1602347.2 |
 HK0474|---------------------------------------------------------------------|
 HK0474
 HK0474                          SUPERSEDED SURVEY CONTROL
 HK0474
 HK0474  NAD 83(1986)-  37 14 54.82026(N)    104 35 48.99691(W) AD(       ) 3
 HK0474  NAD 27      -  37 14 54.75611(N)    104 35 47.04488(W) AD(       ) 3
 HK0474  NGVD 29 (07/19/86) 2248.3    (m)         7376.     (f) VERT ANG       
 HK0474
 HK0474.Superseded values are not recommended for survey control.
 HK0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0474.See file dsdata.txt to determine how the superseded data were derived.
 HK0474
 HK0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB3574522522(NAD 83)
 HK0474_MARKER: DD = SURVEY DISK
 HK0474_SETTING: 66 = SET IN ROCK OUTCROP
 HK0474_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 HK0474_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HK0474+STABILITY: POSITION/ELEVATION WELL
 HK0474
 HK0474  HISTORY     - Date     Condition        Report By
 HK0474  HISTORY     - 1949     MONUMENTED       USGS
 HK0474
 HK0474                          STATION DESCRIPTION
 HK0474
 HK0474'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 HK0474'STATION IS LOCATED ABOUT 8.0 MI. (AIRLINE) NW. FROM TRINIDAD,
 HK0474'COLORADO, ABOUT 5.0 MI. W. OF CHICOSA JUNCTION AND DENVER AND RIO
 HK0474'GRANDE WESTERN RAILROAD, T 32 S, R 64 W, SEC. 9.
 HK0474'
 HK0474'TO REACH FROM TRINIDAD CITY LIMITS FOLLOW U.S. HIGHWAY 85 AND 87 N.
 HK0474'8.6 MI., TURN LEFT (W.) 2.5 MI. TO RAILROAD CROSSING AND FORK IN RD.,
 HK0474'CONTINUE STRAIGHT UP CHICOSA CANYON 3.0 MI. TO B. R. RANCH HOUSE,
 HK0474'CONTINUE UP CANYON ON OLD RD. 2.0 MI. TO FORK IN CANYON AND END OF
 HK0474'JEEP TRAVEL.  PACK S. UP TO TOP OF RIDGE, FOLLOW RIDGE SW. TO
 HK0474'STATION, STATION IS ON THE E. SUMMIT OF THE MIDDLE OF THREE HILLS.
 HK0474'
 HK0474'STATION MARK--STANDARD TABLET STAMPED ---FORBES 1949---, CEMENTED IN
 HK0474'A DRILLED HOLE IN ROCK.
 HK0474'
 HK0474'REFERENCE MARK NO. 1--STANDARD COPPER NAIL AND WASHER CEMENTED IN
 HK0474'ROCK, 30.0 FT., N 11 DEG 34 MIN W.
 HK0474'
 HK0474'REFERENCE MARK NO. 2--STANDARD COPPER NAIL AND WASHER CEMENTED IN
 HK0474'ROCK, 15.9 FT., S 70 DEG 41 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1333 ***********************************************************************
 JK1333  DESIGNATION -  FORCE
 JK1333  PID         -  JK1333
 JK1333  STATE/COUNTY-  CO/PUEBLO
 JK1333  USGS QUAD   -  STONE CITY (1994)
 JK1333
 JK1333                         *CURRENT SURVEY CONTROL
 JK1333  ___________________________________________________________________
 JK1333* NAD 83(1992)-  38 26 20.36382(N)    104 51 20.70838(W)     ADJUSTED  
 JK1333* NAVD 88     -      1728.2    (meters)    5670.     (feet)  VERTCON   
 JK1333  ___________________________________________________________________
 JK1333  X           -  -1,282,860.791 (meters)                     COMP
 JK1333  Y           -  -4,836,373.069 (meters)                     COMP
 JK1333  Z           -   3,944,790.422 (meters)                     COMP
 JK1333  LAPLACE CORR-          -7.94  (seconds)                    DEFLEC99
 JK1333  ELLIP HEIGHT-        1710.59  (meters)          (12/03/02) GPS OBS
 JK1333  GEOID HEIGHT-         -17.92  (meters)                     GEOID03
 JK1333
 JK1333  HORZ ORDER  -  FIRST
 JK1333  ELLP ORDER  -  FOURTH    CLASS II
 JK1333
 JK1333.The horizontal coordinates were established by GPS observations
 JK1333.and adjusted by the National Geodetic Survey in December 2002..
 JK1333
 JK1333.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1333
 JK1333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1333
 JK1333.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1333
 JK1333.The ellipsoidal height was determined by GPS observations
 JK1333.and is referenced to NAD 83.
 JK1333
 JK1333.The geoid height was determined by GEOID03.
 JK1333
 JK1333;                    North         East     Units Scale Factor Converg.
 JK1333;SPC CO S     -   501,700.688   970,648.321   MT  1.00000104   +0 23 42.6
 JK1333;SPC CO S     - 1,645,996.34  3,184,535.37   sFT  1.00000104   +0 23 42.6
 JK1333;UTM  13      - 4,254,533.544   512,588.696   MT  0.99960195   +0 05 22.8
 JK1333
 JK1333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1333!SPC CO S     -   0.99973167  x   1.00000104  =   0.99973271
 JK1333!UTM  13      -   0.99973167  x   0.99960195  =   0.99933373
 JK1333
 JK1333|---------------------------------------------------------------------|
 JK1333| PID    Reference Object                     Distance      Geod. Az  |
 JK1333|                                                           dddmmss.s |
 JK1333| CR8283 FORCE RM 1                            6.305 METERS 15033     |
 JK1333| CR8284 FORCE RM 2                            6.144 METERS 24025     |
 JK1333| JK1334 FORCE AZ MK                         473.397 METERS 2870244.2 |
 JK1333|---------------------------------------------------------------------|
 JK1333
 JK1333                          SUPERSEDED SURVEY CONTROL
 JK1333
 JK1333  NAD 83(1992)-  38 26 20.36204(N)    104 51 20.69918(W) AD(       ) 1
 JK1333  ELLIP H (01/07/93) 1710.60   (m)                       GP(       ) 4 2
 JK1333  NAD 83(1986)-  38 26 20.35081(N)    104 51 20.70418(W) AD(       ) 1
 JK1333  NGVD 29 (07/20/87) 1727.3    (m)         5667.     (f) GPS OBS        
 JK1333
 JK1333.Superseded values are not recommended for survey control.
 JK1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1333.See file dsdata.txt to determine how the superseded data were derived.
 JK1333
 JK1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC1258954534(NAD 83)
 JK1333_MARKER: DH = HORIZONTAL CONTROL DISK
 JK1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK1333_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK1333+STABILITY: SURFACE MOTION
 JK1333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1333+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1986
 JK1333
 JK1333  HISTORY     - Date     Condition        Report By
 JK1333  HISTORY     - 1985     MONUMENTED       USA
 JK1333  HISTORY     - 19860630 GOOD
 JK1333
 JK1333                          STATION DESCRIPTION
 JK1333
 JK1333'DESCRIBED BY US ARMY 1985 (LWD)
 JK1333'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI)
 JK1333'SOUTH-SOUTHEAST OF THE STONE CITY RUINS ON THE SOUTH RIM OF BOOTH
 JK1333'GULCH,
 JK1333'14.5 KM (9.0 MI) EAST-NORTHEAST OF PENROSE,
 JK1333'30.6 KM (19.0 MI) NORTHWEST OF PUEBLO AND,
 JK1333'46.7 KM (29.0 MI) SOUTH OF COLORADO SPRINGS..
 JK1333'OWNERSHIP--U.S.ARMY.  CONTACT DIVISION ARTILLERY SURVEY INFORMATION
 JK1333'CENTER, HHB 4TH INFANTRY DIVISION ARTILLERY, FORT CARSON, COLORADO
 JK1333'80913-5428.  TELEPHONE  303-579-2131..
 JK1333'
 JK1333'TO REACH THE STATION FROM THE INTERSECTION OF ROUTES 11 AND 14 ON
 JK1333'FORT CARSON MILITARY RESERVATION.  GO SOUTHERLY ON ROUTE 11 FOR 0.6
 JK1333'KM (0.4 MI) TO THE INTERSECTION OF ROUTE 12 ON RIGHT.  CONTINUE
 JK1333'AHEAD ON ROUTE 11 FOR 0.2 KM (0.1 MI) TO A TANK TRAIL LEFT.  TURN
 JK1333'LEFT, EAST, FOR 0.4 KM (0.25 MI) ON TANK TRAIL TO TOP OF A
 JK1333'NORTH/SOUTH RIDGE LINE.  TURN LEFT, NORTH, FOR 0.48 KM (0.3 MI)
 JK1333'ALONG RIDGE TO TOP OF HILL AND THE STATION..
 JK1333'
 JK1333'THE STATION IS A STANDARD NGS DISK
 JK1333'STAMPED---FORCE GPS 1985---,
 JK1333'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JK1333'38 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 JK1333'1.5 METERS (4.8 FT) SOUTH FROM A STEEL WITNESS POST
 JK1333'2.2 METERS (7.3 FT) SOUTH FROM THE NORTH FACE OF THE RIDGE
 JK1333'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 JK1333'STAMPED---FORCE GPS 1985---,
 JK1333'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 JK1333'
 JK1333'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 JK1333'STAMPED---FORCE GPS NO 1 1985---,
 JK1333'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JK1333'30 CM IN DIAMETER RECESSED 2.5 CM BELOW GROUND.  LOCATED
 JK1333'7.2 METERS (23.6 FT) WEST-SOUTHWEST FROM THE EDGE OF THE RIDGE
 JK1333'MARK IS 0.3 METERS BELOW THE STATION.
 JK1333'
 JK1333'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 JK1333'STAMPED---FORCE GPS NO 2 1985---,
 JK1333'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JK1333'33 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 JK1333'12.3 METERS (40.3 FT) SOUTH FROM THE EDGE OF THE RIDGE
 JK1333'MARK IS 1.2 METERS BELOW THE STATION.
 JK1333'
 JK1333'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 JK1333'STAMPED---FORCE GPS 1985---,
 JK1333'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JK1333'33 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 JK1333'4.6 METERS (15.0 FT) EAST FROM A CEDAR BUSH
 JK1333'15.6 METERS (51.2 FT) SOUTH FROM THE NORTH EDGE OF RIDGE
 JK1333'TO REACH THE AZIMUTH FROM THE INTERSECTION OF ROUTE 11 AND 14
 JK1333'GO SOUTH FOR 0.6 KM (0.4 MI) ON ROUTE 11 TO THE INTERSECTION OF
 JK1333'ROUTE 12 RIGHT.  TURN RIGHT, ON ROUTE 12 FOR 0.16 KM (0.10 MI) TO A
 JK1333'TRACK ROAD RIGHT.  TURN RIGHT, NORTH, FOR 0.2 KM (0.15 MI) TO A
 JK1333'FORK IN ROAD LEFT.  CONTINUE AHEAD FOR 0.16 KM (0.10 MI) TO TOP OF
 JK1333'HILL AND THE AZIMUTH MARK..
 JK1333'
 JK1333'DESCRIBED BY LWD.
 JK1333
 JK1333                          STATION RECOVERY (1986)
 JK1333
 JK1333'RECOVERED 1986
 JK1333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0058 ***********************************************************************
 LL0058  DESIGNATION -  FORD
 LL0058  PID         -  LL0058
 LL0058  STATE/COUNTY-  CO/WELD
 LL0058  USGS QUAD   -  GROVER NORTH (1972)
 LL0058
 LL0058                         *CURRENT SURVEY CONTROL
 LL0058  ___________________________________________________________________
 LL0058* NAD 83(1992)-  40 56 49.49658(N)    104 12 52.94224(W)     ADJUSTED  
 LL0058* NAVD 88     -      1603.360  (meters)    5260.36   (feet)  ADJUSTED  
 LL0058  ___________________________________________________________________
 LL0058  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 LL0058  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 LL0058  DYNAMIC HT  -        1602.064 (meters)    5256.10  (feet)  COMP
 LL0058  MODELED GRAV-     979,759.0   (mgal)                       NAVD 88
 LL0058
 LL0058  HORZ ORDER  -  SECOND
 LL0058  VERT ORDER  -  SECOND    CLASS 0
 LL0058
 LL0058.The horizontal coordinates were established by classical geodetic methods
 LL0058.and adjusted by the National Geodetic Survey in January 1997..
 LL0058
 LL0058.The orthometric height was determined by differential leveling
 LL0058.and adjusted by the National Geodetic Survey in June 1991..
 LL0058
 LL0058.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL0058
 LL0058.The geoid height was determined by GEOID03.
 LL0058
 LL0058.The dynamic height is computed by dividing the NAVD 88
 LL0058.geopotential number by the normal gravity value computed on the
 LL0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0058.degrees latitude (g = 980.6199 gals.).
 LL0058
 LL0058.The modeled gravity was interpolated from observed gravity values.
 LL0058
 LL0058;                    North         East     Units Scale Factor Converg.
 LL0058;SPC CO N     -   484,769.843 1,022,626.235   MT  1.00003068   +0 49 49.7
 LL0058;SPC CO N     - 1,590,449.06  3,355,066.24   sFT  1.00003068   +0 49 49.7
 LL0058;UTM  13      - 4,533,179.597   566,097.502   MT  0.99965377   +0 30 52.8
 LL0058
 LL0058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL0058!SPC CO N     -   0.99975140  x   1.00003068  =   0.99978207
 LL0058!UTM  13      -   0.99975140  x   0.99965377  =   0.99940526
 LL0058
 LL0058|---------------------------------------------------------------------|
 LL0058| PID    Reference Object                     Distance      Geod. Az  |
 LL0058|                                                           dddmmss.s |
 LL0058| LL0059 FORD RM 1                            15.890 METERS 16349     |
 LL0058| LL1184 GROVER                              APPROX. 4.0 KM 2054456.4 |
 LL0058| LL0057 FORD RM 2                            12.883 METERS 28235     |
 LL0058|---------------------------------------------------------------------|
 LL0058
 LL0058                          SUPERSEDED SURVEY CONTROL
 LL0058
 LL0058  NAD 83(1992)-  40 56 49.49256(N)    104 12 52.94245(W) AD(       ) 2
 LL0058  NAD 83(1986)-  40 56 49.49079(N)    104 12 52.94173(W) AD(       ) 2
 LL0058  NGVD 29 (??/??/92) 1602.536  (m)         5257.65   (f) ADJ UNCH    2 0
 LL0058
 LL0058.Superseded values are not recommended for survey control.
 LL0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0058.See file dsdata.txt to determine how the superseded data were derived.
 LL0058
 LL0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF6609833180(NAD 83)
 LL0058_MARKER: DD = SURVEY DISK
 LL0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0058_STAMPING: FORD 1960
 LL0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0058+STABILITY: SURFACE MOTION
 LL0058
 LL0058  HISTORY     - Date     Condition        Report By
 LL0058  HISTORY     - 1960     MONUMENTED       CGS
 LL0058  HISTORY     - 1960     GOOD             NGS
 LL0058
 LL0058                          STATION DESCRIPTION
 LL0058
 LL0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LL0058'5 MI N FROM GROVER.
 LL0058'LOCATED IN THE NORTHEAST CORNER OF FRANCIS E. WARREN AIR FORCE
 LL0058'BASE MISSILE SITE 549-5, ABOUT 105 FEET NORTHEAST OF A SMALL
 LL0058'CONCRETE-BLOCK BUILDING, 15 FEET WEST OF A NORTH-SOUTH FENCE,
 LL0058'10 FEET SOUTH OF AN EAST-WEST FENCE, SET IN THE TOP OF A CONCRETE
 LL0058'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6475 ***********************************************************************
 AE6475  DESIGNATION -  FORD
 AE6475  PID         -  AE6475
 AE6475  STATE/COUNTY-  CO/WELD
 AE6475  USGS QUAD   -  GOWANDA (1979)
 AE6475
 AE6475                         *CURRENT SURVEY CONTROL
 AE6475  ___________________________________________________________________
 AE6475* NAD 83(1992)-  40 11 22.03326(N)    104 58 45.82159(W)     ADJUSTED  
 AE6475* NAVD 88     -      1508.8    (meters)    4950.     (feet)  GPS OBS   
 AE6475  ___________________________________________________________________
 AE6475  X           -  -1,261,418.809 (meters)                     COMP
 AE6475  Y           -  -4,714,460.221 (meters)                     COMP
 AE6475  Z           -   4,095,040.308 (meters)                     COMP
 AE6475  LAPLACE CORR-          -9.76  (seconds)                    DEFLEC99
 AE6475  ELLIP HEIGHT-        1491.37  (meters)          (12/03/02) GPS OBS
 AE6475  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 AE6475
 AE6475  HORZ ORDER  -  FIRST
 AE6475  ELLP ORDER  -  FOURTH    CLASS II
 AE6475
 AE6475.The horizontal coordinates were established by GPS observations
 AE6475.and adjusted by the National Geodetic Survey in February 1998..
 AE6475
 AE6475.The orthometric height was determined by GPS observations and a
 AE6475.high-resolution geoid model.
 AE6475
 AE6475.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE6475
 AE6475.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE6475
 AE6475.The ellipsoidal height was determined by GPS observations
 AE6475.and is referenced to NAD 83.
 AE6475
 AE6475.The geoid height was determined by GEOID03.
 AE6475
 AE6475;                    North         East     Units Scale Factor Converg.
 AE6475;SPC CO N     -   399,986.049   958,733.060   MT  0.99995742   +0 20 11.0
 AE6475;SPC CO N     - 1,312,287.56  3,145,443.38   sFT  0.99995742   +0 20 11.0
 AE6475;UTM  13      - 4,448,785.273   501,753.976   MT  0.99960004   +0 00 47.9
 AE6475
 AE6475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE6475!SPC CO N     -   0.99976610  x   0.99995742  =   0.99972353
 AE6475!UTM  13      -   0.99976610  x   0.99960004  =   0.99936623
 AE6475
 AE6475                          SUPERSEDED SURVEY CONTROL
 AE6475
 AE6475  ELLIP H (02/12/98) 1491.41   (m)                       GP(       ) 3 2
 AE6475
 AE6475.Superseded values are not recommended for survey control.
 AE6475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6475.See file dsdata.txt to determine how the superseded data were derived.
 AE6475
 AE6475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE0175448785(NAD 83)
 AE6475_MARKER: I = METAL ROD
 AE6475_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE6475_STAMPING: FORD 1992
 AE6475_MARK LOGO: NGS   
 AE6475_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6475+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2004
 AE6475
 AE6475  HISTORY     - Date     Condition        Report By
 AE6475  HISTORY     - 1992     MONUMENTED       NGS
 AE6475  HISTORY     - 20040118 GOOD             INDIV
 AE6475  HISTORY     - 20060716 POOR             INDIV
 AE6475
 AE6475                          STATION DESCRIPTION
 AE6475
 AE6475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RSC)
 AE6475'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) EAST-NORTHEAST OF LONGMONT,
 AE6475'4.5 MI (7.2 KM) SOUTHWEST OF GOWANDA AND 1.2 MI (1.9 KM)
 AE6475'NORTH-NORTHEAST OF BARBOUR PONDS STATE PARK, IN THE NORTHWEST 1/4 OF
 AE6475'SECTION 35, T 3 N, R 68 W, AT INTERSTATE 25 MILEPOST 242.1.
 AE6475'OWNERSHIP--WELD COUNTY ROAD RIGHT-OF-WAY TO REACH THE STATION FROM THE
 AE6475'INTERSECTION OF INTERSTATE 25 AND STATE HIGHWAY 119, EXIT 240, GO
 AE6475'NORTH ON THE EASTERN FRONTAGE ROAD FOR 2.0 MI (3.2 KM) TO THE STATION
 AE6475'ON THE RIGHT, JUST BEFORE COUNTY ROAD 28 THE STATION IS A PUNCH HOLE
 AE6475'TOP CENTER IN A STEEL ROD IN A GREASED SLEEVE ENCASED IN A PVC PIPE
 AE6475'WITH A LOGO CAP SET IN A CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 AE6475'146.3 FT (44.6 M) SOUTHEAST OF THE EASTERN ENTRANCE OF THE UNDERPASS
 AE6475'NO.  D17C, 82.0 FT (25.0 M) SOUTH OF THE CENTER OF COUNTY ROAD 28,
 AE6475'68.3 FT (20.8 M) EAST OF THE CENTER LINE OF THE EASTERN FRONTAGE ROAD,
 AE6475'27.9 FT (8.5 M) EAST OF A FENCE CORNER, 3.1 FT (0.9 M) NORTH OF A WIRE
 AE6475'FENCE, 2.6 FT (0.8 M) SOUTHEAST OF A WITNESS POST, 2.2 FT (0.7 M)
 AE6475'SOUTHWEST OF A WITNESS POST AND ABOUT 1 FT (0.3 M) ABOVE THE FRONTAGE
 AE6475'ROAD.
 AE6475
 AE6475                          STATION RECOVERY (2004)
 AE6475
 AE6475'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JRL)
 AE6475'RECOVERED IN GOOD CONDITION.
 AE6475
 AE6475                          STATION RECOVERY (2006)
 AE6475
 AE6475'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (CWD)
 AE6475'LOGO CAP HINGE IS BROKEN.
 AE6475'WITNESS POST WEST OF STATION HAS BEEN SHEARED OFF AT GROUND LEVEL AND
 AE6475'IS LAYING ON THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0059 ***********************************************************************
 LL0059  DESIGNATION -  FORD RM 1
 LL0059  PID         -  LL0059
 LL0059  STATE/COUNTY-  CO/WELD
 LL0059  USGS QUAD   -  GROVER NORTH (1972)
 LL0059
 LL0059                         *CURRENT SURVEY CONTROL
 LL0059  ___________________________________________________________________
 LL0059* NAD 83(1986)-  40 56 49.     (N)    104 12 53.     (W)     SCALED    
 LL0059* NAVD 88     -      1603.522  (meters)    5260.89   (feet)  ADJUSTED  
 LL0059  ___________________________________________________________________
 LL0059  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 LL0059  DYNAMIC HT  -        1602.225 (meters)    5256.63  (feet)  COMP
 LL0059  MODELED GRAV-     979,759.0   (mgal)                       NAVD 88
 LL0059
 LL0059  VERT ORDER  -  SECOND    CLASS 0
 LL0059
 LL0059.The horizontal coordinates were scaled from a topographic map and have
 LL0059.an estimated accuracy of +/- 6 seconds.
 LL0059
 LL0059.The orthometric height was determined by differential leveling
 LL0059.and adjusted by the National Geodetic Survey in June 1991..
 LL0059
 LL0059.The geoid height was determined by GEOID03.
 LL0059
 LL0059.The dynamic height is computed by dividing the NAVD 88
 LL0059.geopotential number by the normal gravity value computed on the
 LL0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0059.degrees latitude (g = 980.6199 gals.).
 LL0059
 LL0059.The modeled gravity was interpolated from observed gravity values.
 LL0059
 LL0059;                    North         East    Units  Estimated Accuracy
 LL0059;SPC CO N     -   484,760.    1,022,630.      MT  (+/- 180 meters Scaled)
 LL0059
 LL0059                          SUPERSEDED SURVEY CONTROL
 LL0059
 LL0059  NGVD 29 (??/??/92) 1602.698  (m)         5258.19   (f) ADJ UNCH    2 0
 LL0059
 LL0059.Superseded values are not recommended for survey control.
 LL0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0059.See file dsdata.txt to determine how the superseded data were derived.
 LL0059
 LL0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF660331(NAD 83)
 LL0059_MARKER: DR = REFERENCE MARK DISK
 LL0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0059_STAMPING: FORD NO 1 1960
 LL0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0059+STABILITY: SURFACE MOTION
 LL0059
 LL0059  HISTORY     - Date     Condition        Report By
 LL0059  HISTORY     - 1960     MONUMENTED       CGS
 LL0059  HISTORY     - 1960     GOOD             NGS
 LL0059
 LL0059                          STATION DESCRIPTION
 LL0059
 LL0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LL0059'5 MI N FROM GROVER.
 LL0059'LOCATED IN THE NORTHEAST CORNER OF FRANCIS E. WARREN AIR FORCE
 LL0059'BASE MISSILE SITE 549-5, 60 FEET SOUTH OF THE NORTHEAST FENCE
 LL0059'CORNER, 52 FEET SOUTH OF TRIANGULATION STATION FORD, 1 FOOT
 LL0059'WEST OF THE FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING
 LL0059'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0057 ***********************************************************************
 LL0057  DESIGNATION -  FORD RM 2
 LL0057  PID         -  LL0057
 LL0057  STATE/COUNTY-  CO/WELD
 LL0057  USGS QUAD   -  GROVER NORTH (1972)
 LL0057
 LL0057                         *CURRENT SURVEY CONTROL
 LL0057  ___________________________________________________________________
 LL0057* NAD 83(1986)-  40 56 49.     (N)    104 12 53.     (W)     SCALED    
 LL0057* NAVD 88     -      1603.311  (meters)    5260.20   (feet)  ADJUSTED  
 LL0057  ___________________________________________________________________
 LL0057  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 LL0057  DYNAMIC HT  -        1602.014 (meters)    5255.94  (feet)  COMP
 LL0057  MODELED GRAV-     979,759.0   (mgal)                       NAVD 88
 LL0057
 LL0057  VERT ORDER  -  SECOND    CLASS 0
 LL0057
 LL0057.The horizontal coordinates were scaled from a topographic map and have
 LL0057.an estimated accuracy of +/- 6 seconds.
 LL0057
 LL0057.The orthometric height was determined by differential leveling
 LL0057.and adjusted by the National Geodetic Survey in June 1991..
 LL0057
 LL0057.The geoid height was determined by GEOID03.
 LL0057
 LL0057.The dynamic height is computed by dividing the NAVD 88
 LL0057.geopotential number by the normal gravity value computed on the
 LL0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0057.degrees latitude (g = 980.6199 gals.).
 LL0057
 LL0057.The modeled gravity was interpolated from observed gravity values.
 LL0057
 LL0057;                    North         East    Units  Estimated Accuracy
 LL0057;SPC CO N     -   484,760.    1,022,630.      MT  (+/- 180 meters Scaled)
 LL0057
 LL0057                          SUPERSEDED SURVEY CONTROL
 LL0057
 LL0057  NGVD 29 (??/??/92) 1602.487  (m)         5257.49   (f) ADJ UNCH    2 0
 LL0057
 LL0057.Superseded values are not recommended for survey control.
 LL0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0057.See file dsdata.txt to determine how the superseded data were derived.
 LL0057
 LL0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF660331(NAD 83)
 LL0057_MARKER: DR = REFERENCE MARK DISK
 LL0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0057_STAMPING: FORD NO 2 1960
 LL0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0057+STABILITY: SURFACE MOTION
 LL0057
 LL0057  HISTORY     - Date     Condition        Report By
 LL0057  HISTORY     - 1960     MONUMENTED       CGS
 LL0057  HISTORY     - 1960     GOOD             NGS
 LL0057
 LL0057                          STATION DESCRIPTION
 LL0057
 LL0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LL0057'5 MI N FROM GROVER.
 LL0057'LOCATED IN THE NORTHEAST CORNER OF FRANCIS E WARREN AIR FORCE
 LL0057'BASE, MISSILE SITE 549-5, 59 FEET NORTHEAST OF THE NORTHEAST CORNER
 LL0057'OF A SMALL CONCRETE BLOCK BUILDING, 42 FEET WEST OF TRIANGULATION
 LL0057'STATION FORD, SET IN THE TOP OF A CONCRETE POST PROJECTING
 LL0057'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0766 ***********************************************************************
 KL0766  DESIGNATION -  FORESTER
 KL0766  PID         -  KL0766
 KL0766  STATE/COUNTY-  CO/ROUTT
 KL0766  USGS QUAD   -  MC COY (1972)
 KL0766
 KL0766                         *CURRENT SURVEY CONTROL
 KL0766  ___________________________________________________________________
 KL0766* NAD 83(1992)-  39 59 09.36872(N)    106 39 14.89440(W)     ADJUSTED  
 KL0766* NAVD 88     -      3185.1    (meters)   10450.     (feet)  VERTCON   
 KL0766  ___________________________________________________________________
 KL0766  LAPLACE CORR-           4.06  (seconds)                    DEFLEC99
 KL0766  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 KL0766
 KL0766  HORZ ORDER  -  THIRD
 KL0766
 KL0766.The horizontal coordinates were established by classical geodetic methods
 KL0766.and adjusted by the National Geodetic Survey in January 1993..
 KL0766
 KL0766.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0766
 KL0766.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0766
 KL0766.The geoid height was determined by GEOID03.
 KL0766
 KL0766;                    North         East     Units Scale Factor Converg.
 KL0766;SPC CO N     -   377,900.382   815,831.364   MT  0.99996747   -0 44 44.6
 KL0766;SPC CO N     - 1,239,828.17  2,676,606.73   sFT  0.99996747   -0 44 44.6
 KL0766;UTM  13      - 4,427,506.463   358,770.911   MT  0.99984555   -1 03 47.2
 KL0766
 KL0766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0766!SPC CO N     -   0.99950258  x   0.99996747  =   0.99947007
 KL0766!UTM  13      -   0.99950258  x   0.99984555  =   0.99934821
 KL0766
 KL0766                          SUPERSEDED SURVEY CONTROL
 KL0766
 KL0766  NAD 83(1986)-  39 59 09.37116(N)    106 39 14.90405(W) AD(       ) 3
 KL0766  NGVD 29 (10/17/91) 3183.6    (m)        10445.     (f) VERT ANG       
 KL0766
 KL0766.Superseded values are not recommended for survey control.
 KL0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0766.See file dsdata.txt to determine how the superseded data were derived.
 KL0766
 KL0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCE5877127506(NAD 83)
 KL0766_MARKER: DD = SURVEY DISK
 KL0766_SETTING: 66 = SET IN ROCK OUTCROP
 KL0766_SP_SET: SET IN BEDROCK
 KL0766_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0766+STABILITY: POSITION/ELEVATION WELL
 KL0766
 KL0766  HISTORY     - Date     Condition        Report By
 KL0766  HISTORY     - 1954     MONUMENTED       USFS
 KL0766  HISTORY     - 1972     GOOD             USGS
 KL0766
 KL0766                          STATION DESCRIPTION
 KL0766
 KL0766'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KL0766'THIS STATION IS APPROXIMATELY 100 YDS. FROM USGS --BLACKTAIL NO. 2--
 KL0766'(1955), ON THE SUMMIT OF BLACK MOUNTAIN, IN SEC. 11, T 1 S, R 83 W,
 KL0766'USFS FORESTER SEE APPROXIMATELY 180 DEGREES S. AND USGS BLACKTAIL
 KL0766'NO. 2 SEE APPROXIMATELY 180 FT. N.  A DENSE PATCH OF SPRUCE TIMBER
 KL0766'LIES BETWEEN THE TWO STATIONS.
 KL0766'
 KL0766'TO REACH THIS STATION FROM THE POST OFFICE IN MCCOY, COLORADO, GO S.
 KL0766'ON STATE HIGHWAY 131 1.5 MI. TO RD. ON LEFT.  TURN LEFT (E.) ON
 KL0766'CANYON ROAD 4.1 MI. TO RANCH.  GO THROUGH YARD AND TURN LEFT (N.)
 KL0766'ALONG W. SIDE OF FENCE 0.4 MI. TO A GATE, CONTINUE 0.4 MI. TO A FORK,
 KL0766'BEAR RIGHT 0.6 MI. TO A GATE AND A FORK, STAY RIGHT AND PROCEED 0.3
 KL0766'MI. TO A GATE.  CONTINUE STRAIGHT AHEAD 1.15 MI. TO A GATE, CONTINUE
 KL0766'0.55 MI. TO A FORK.  BEAR RIGHT 0.3 MI. TO A FORK, THENCE BEAR LEFT
 KL0766'0.1 MI. TO A GATE.  PASS THROUGH GATE AND CONTINUE 0.25 MI. TO A FORK.
 KL0766'AT THIS POINT THERE IS A ASPEN ON RIGHT AND SPRUCE ON LEFT, BOTH OF
 KL0766'WHICH ARE BLAZED WITH TRIANGLES AND ARROWS INDICATING A LEFT TURN.
 KL0766'BEAR LEFT AND PROCEED 0.4 MI. TO THE END OF TRUCK TRAVEL IN A SMALL
 KL0766'CLEARING ON A RIDGE OF BLACK MOUNTAIN.  FROM THIS POINT PACK RIGHT UP
 KL0766'STEEP TIMBERED RIDGE LINE ALONG GAME TRAIL, APPROXIMATELY 45-MINUTES
 KL0766'TO THE HIGHEST POINT ON S. SIDE OF SUMMIT AND STATION.
 KL0766'
 KL0766'STATION MARK--STANDARD USFS BRONZE TABLET SET IN BEDROCK AND STAMPED
 KL0766'---FORESTER 1954---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0532 ***********************************************************************
 HL0532  DESIGNATION -  FORK
 HL0532  PID         -  HL0532
 HL0532  STATE/COUNTY-  CO/ARCHULETA
 HL0532  USGS QUAD   -  JACKSON MOUNTAIN (1984)
 HL0532
 HL0532                         *CURRENT SURVEY CONTROL
 HL0532  ___________________________________________________________________
 HL0532* NAD 83(1992)-  37 22 19.34056(N)    106 54 23.99884(W)     ADJUSTED  
 HL0532* NAVD 88     -      2744.7    (meters)    9005.     (feet)  VERTCON   
 HL0532  ___________________________________________________________________
 HL0532  LAPLACE CORR-           7.44  (seconds)                    DEFLEC99
 HL0532  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 HL0532
 HL0532  HORZ ORDER  -  THIRD
 HL0532
 HL0532.The horizontal coordinates were established by classical geodetic methods
 HL0532.and adjusted by the National Geodetic Survey in January 1993..
 HL0532
 HL0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0532
 HL0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0532
 HL0532.The geoid height was determined by GEOID03.
 HL0532
 HL0532;                    North         East     Units Scale Factor Converg.
 HL0532;SPC CO S     -   384,023.614   789,812.271   MT  0.99997772   -0 51 46.1
 HL0532;SPC CO S     - 1,259,917.47  2,591,242.43   sFT  0.99997772   -0 51 46.1
 HL0532;UTM  13      - 4,137,850.594   331,174.173   MT  0.99995110   -1 09 27.3
 HL0532
 HL0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0532!SPC CO S     -   0.99957205  x   0.99997772  =   0.99954978
 HL0532!UTM  13      -   0.99957205  x   0.99995110  =   0.99952317
 HL0532
 HL0532:                Primary Azimuth Mark                     Grid Az
 HL0532:SPC CO S     -  TURNER                                   089 57 28.6
 HL0532:UTM  13      -  TURNER                                   090 15 09.8
 HL0532
 HL0532|---------------------------------------------------------------------|
 HL0532| PID    Reference Object                     Distance      Geod. Az  |
 HL0532|                                                           dddmmss.s |
 HL0532| HL0530 TURNER                              APPROX. 2.9 KM 0890542.5 |
 HL0532|---------------------------------------------------------------------|
 HL0532
 HL0532                          SUPERSEDED SURVEY CONTROL
 HL0532
 HL0532  NAD 83(1986)-  37 22 19.33934(N)    106 54 24.00254(W) AD(       ) 3
 HL0532  NAD 27      -  37 22 19.32822(N)    106 54 21.87017(W) AD(       ) 3
 HL0532  NGVD 29 (07/19/86) 2743.2    (m)         9000.     (f) VERT ANG       
 HL0532
 HL0532.Superseded values are not recommended for survey control.
 HL0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0532.See file dsdata.txt to determine how the superseded data were derived.
 HL0532
 HL0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB3117437851(NAD 83)
 HL0532_MARKER: DD = SURVEY DISK
 HL0532_SETTING: 0 = UNSPECIFIED SETTING
 HL0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0532
 HL0532  HISTORY     - Date     Condition        Report By
 HL0532  HISTORY     - 1946     MONUMENTED       USGS
 HL0532
 HL0532                          STATION DESCRIPTION
 HL0532
 HL0532'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 HL0532'---FORK--- TRIANGULATION STATION IS LOCATED 5 MI. E. AND 7 MI. N. FROM
 HL0532'THE TOWN OF PAGOSA SPRINGS, COLORADO, 1 MI. DUE W. OF THE JUNCTION
 HL0532'OF SAN JUAN RIVER AND EAST FORK.  ON SLOPE OF TIMBERED RIDGE, 0.5
 HL0532'MI. W. OF U.S. HIGHWAY 160, IN NW. 1/4 SEC. 12, T 36 N, R 1 W.
 HL0532'
 HL0532'STATION MARK--STANDARD TABLET, STAMPED ---FORK 1946---.
 HL0532'
 HL0532'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0767 ***********************************************************************
 KL0767  DESIGNATION -  FORSTER
 KL0767  PID         -  KL0767
 KL0767  STATE/COUNTY-  CO/EAGLE
 KL0767  USGS QUAD   -  RADIUM (1972)
 KL0767
 KL0767                         *CURRENT SURVEY CONTROL
 KL0767  ___________________________________________________________________
 KL0767* NAD 83(1992)-  39 53 51.24209(N)    106 33 12.48820(W)     ADJUSTED  
 KL0767* NAVD 88     -      2735.2    (meters)    8974.     (feet)  VERTCON   
 KL0767  ___________________________________________________________________
 KL0767  LAPLACE CORR-           5.09  (seconds)                    DEFLEC99
 KL0767  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 KL0767
 KL0767  HORZ ORDER  -  THIRD
 KL0767
 KL0767.The horizontal coordinates were established by classical geodetic methods
 KL0767.and adjusted by the National Geodetic Survey in January 1993..
 KL0767
 KL0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0767
 KL0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0767
 KL0767.The geoid height was determined by GEOID03.
 KL0767
 KL0767;                    North         East     Units Scale Factor Converg.
 KL0767;SPC CO C     -   534,479.215   824,306.865   MT  1.00003253   -0 39 51.9
 KL0767;SPC CO C     - 1,753,537.22  2,704,413.44   sFT  1.00003253   -0 39 51.9
 KL0767;UTM  13      - 4,417,543.231   367,195.512   MT  0.99981713   -0 59 47.6
 KL0767
 KL0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0767!SPC CO C     -   0.99957311  x   1.00003253  =   0.99960562
 KL0767!UTM  13      -   0.99957311  x   0.99981713  =   0.99939031
 KL0767
 KL0767                          SUPERSEDED SURVEY CONTROL
 KL0767
 KL0767  NAD 83(1986)-  39 53 51.23365(N)    106 33 12.47895(W) AD(       ) 3
 KL0767  NGVD 29 (10/17/91) 2733.8    (m)         8969.     (f) VERT ANG       
 KL0767
 KL0767.Superseded values are not recommended for survey control.
 KL0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0767.See file dsdata.txt to determine how the superseded data were derived.
 KL0767
 KL0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCE6719617543(NAD 83)
 KL0767_MARKER: DD = SURVEY DISK
 KL0767_SETTING: 66 = SET IN ROCK OUTCROP
 KL0767_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KL0767_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0767+STABILITY: POSITION/ELEVATION WELL
 KL0767
 KL0767  HISTORY     - Date     Condition        Report By
 KL0767  HISTORY     - 1964     MONUMENTED       USFS
 KL0767
 KL0767                          STATION DESCRIPTION
 KL0767
 KL0767'DESCRIBED BY US FOREST SERVICE 1964
 KL0767'THIS STATION IS LOCATED ON THE NE. END OF A LOW, ROCKY, SAGE COVERED
 KL0767'RIDGE, ON THE FORSTER RANCH, IN SEC. 10, T 2 S, R 82 W.
 KL0767'
 KL0767'TO REACH STATION FROM THE JUNCTION OF COLORADO 9 AND GRAND COUNTY 402,
 KL0767'ABOUT 2 MI. S. OF KREMMLING, COLORADO, PROCEED W. ON GRAND COUNTY 402
 KL0767'(THE TROUGH ROAD) 9.1 MI. TO INSPIRATION POINT, THENCE CONTINUE S. 4.8
 KL0767'MI. CROSSING HARTMAN DIVIDE, THENCE CONTINUE S. 2.0 MI. PASSING
 KL0767'JUNCTION WITH A RD. TO RIGHT WHICH GOES TO RADIUM.  CONTINUE S. ON
 KL0767'MAIN RD. 0.3 MI. PASSING A RD. ON LEFT WHICH LEADS E. UP SHEEPHORN
 KL0767'CREEK.  CONTINUE STRAIGHT AHEAD CROSSING A BRIDGE OVER SHEEPHORN
 KL0767'CREEK, IN A SW. DIRECTION, 0.7 MI. TO A RD. LEFT, WHICH GOES INTO THE
 KL0767'ELLISON RANCH.  TAKE THIS RD. LEFT AND PROCEED S. 0.7 MI. TO RANCH
 KL0767'YARD.  GO THROUGH RANCH YARD, KEEPING TO RIGHT OF CREEK, 0.3 MI. TO A
 KL0767'FORK.  BEAR RIGHT AND PROCEED 0.1 MI. TO A GATE.  PASS THROUGH GATE
 KL0767'AND CONTINUE FOR 0.8 MI.  AT THIS POINT A RD. COMES IN FROM RIGHT.
 KL0767'TURN LEFT AT SIGN WHICH READS --COTTONWOOD MESA 2--, TRAIL 1887, AND
 KL0767'CONTINUE IN A SE. DIRECTION 1.2 MI. ON MAIN TRAVELED TRACK RD. TO A
 KL0767'GATE.  PASS THROUGH GATE AND CONTINUE 0.5 MI. TO A TRACK RD. RIGHT.
 KL0767'BEAR RIGHT ON DIM TRACK RD. 0.1 MI. TO AN E-W. FENCE.  BEAR LEFT
 KL0767'ALONG FENCE W. 0.3 MI. TO BRASS CAP CORNER WHICH IS THE S. 1/4 OF
 KL0767'SEC. 10.  PACK N. 400 FT. TO STATION SITE AT NE. END OF LOW RIDGE.
 KL0767'
 KL0767'STATION MARK--STANDARD USFS BRASS TABLET SET IN A DRILL HOLE IN A
 KL0767'SOLID ROCK ABOUT 0.5 FT. ABOVE GROUND.  THE TABLET IS STAMPED
 KL0767'---FORSTER 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0930 ***********************************************************************
 JJ0930  DESIGNATION -  FORT
 JJ0930  PID         -  JJ0930
 JJ0930  STATE/COUNTY-  CO/BENT
 JJ0930  USGS QUAD   -  LAS ANIMAS (1979)
 JJ0930
 JJ0930                         *CURRENT SURVEY CONTROL
 JJ0930  ___________________________________________________________________
 JJ0930* NAD 83(1992)-  38 06 01.89355(N)    103 08 17.63010(W)     ADJUSTED  
 JJ0930* NAVD 88     -      1189.     (meters)    3901.     (feet)  SCALED    
 JJ0930  ___________________________________________________________________
 JJ0930  X           -  -1,142,522.308 (meters)                     COMP
 JJ0930  Y           -  -4,894,899.454 (meters)                     COMP
 JJ0930  Z           -   3,914,950.275 (meters)                     COMP
 JJ0930  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 JJ0930  ELLIP HEIGHT-        1166.23  (meters)          (12/03/02) GPS OBS
 JJ0930  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 JJ0930
 JJ0930  HORZ ORDER  -  FIRST
 JJ0930  ELLP ORDER  -  FOURTH    CLASS II
 JJ0930
 JJ0930.The horizontal coordinates were established by GPS observations
 JJ0930.and adjusted by the National Geodetic Survey in April 2001..
 JJ0930
 JJ0930.The orthometric height was scaled from a topographic map.
 JJ0930
 JJ0930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JJ0930
 JJ0930.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0930
 JJ0930.The ellipsoidal height was determined by GPS observations
 JJ0930.and is referenced to NAD 83.
 JJ0930
 JJ0930.The geoid height was determined by GEOID03.
 JJ0930
 JJ0930;                    North         East     Units Scale Factor Converg.
 JJ0930;SPC CO S     -   466,556.200 1,121,527.212   MT  0.99995617   +1 26 55.2
 JJ0930;SPC CO S     - 1,530,693.13  3,679,543.86   sFT  0.99995617   +1 26 55.2
 JJ0930;UTM  13      - 4,218,605.524   663,241.920   MT  0.99992820   +1 08 56.6
 JJ0930
 JJ0930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0930!SPC CO S     -   0.99981704  x   0.99995617  =   0.99977322
 JJ0930!UTM  13      -   0.99981704  x   0.99992820  =   0.99974525
 JJ0930
 JJ0930|---------------------------------------------------------------------|
 JJ0930| PID    Reference Object                     Distance      Geod. Az  |
 JJ0930|                                                           dddmmss.s |
 JJ0930| CM8110 FORT RM 1                             9.558 METERS 01621     |
 JJ0930| CM8109 FORT AZ MK                                         0660058.4 |
 JJ0930| JJ0931 FORT LYON VETERANS HOSP STACK       APPROX. 2.8 KM 1633208.4 |
 JJ0930| JJ0926 FORT LYON VETERANS HOSP TANK        APPROX. 2.6 KM 1695201.6 |
 JJ0930| CM8111 FORT RM 2                            22.120 METERS 17807     |
 JJ0930| CM8112 FORT RM 3                            11.040 METERS 25158     |
 JJ0930| JJ0929 FORT LYON RR SIDING LAMAR ELEV      APPROX. 1.3 KM 2663526.6 |
 JJ0930|---------------------------------------------------------------------|
 JJ0930
 JJ0930                          SUPERSEDED SURVEY CONTROL
 JJ0930
 JJ0930  ELLIP H (04/19/01) 1166.20   (m)                       GP(       ) 4 2
 JJ0930  NAD 83(1992)-  38 06 01.90345(N)    103 08 17.63079(W) AD(       ) 3
 JJ0930  NAD 83(1986)-  38 06 01.89250(N)    103 08 17.62445(W) AD(       ) 3
 JJ0930  NAD 27      -  38 06 01.87347(N)    103 08 15.88338(W) AD(       ) 3
 JJ0930
 JJ0930.Superseded values are not recommended for survey control.
 JJ0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0930.See file dsdata.txt to determine how the superseded data were derived.
 JJ0930
 JJ0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC6324218606(NAD 83)
 JJ0930_MARKER: DS = TRIANGULATION STATION DISK
 JJ0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0930_STAMPING: FORT 1954
 JJ0930_MARK LOGO: CGS   
 JJ0930_PROJECTION: PROJECTING 7 CENTIMETERS
 JJ0930_MAGNETIC: N = NO MAGNETIC MATERIAL
 JJ0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0930+STABILITY: SURFACE MOTION
 JJ0930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0930+SATELLITE: SATELLITE OBSERVATIONS - 1999
 JJ0930
 JJ0930  HISTORY     - Date     Condition        Report By
 JJ0930  HISTORY     - 1954     MONUMENTED       CGS
 JJ0930  HISTORY     - 1966     GOOD             CGS
 JJ0930  HISTORY     - 1975     GOOD             LOCENG
 JJ0930  HISTORY     - 1999     GOOD             CODOT
 JJ0930
 JJ0930                          STATION DESCRIPTION
 JJ0930
 JJ0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0930'THE STATION IS LOCATED AIRLINE, ABOUT 1 MILE NORTH OF FORT LYON,
 JJ0930'ABOUT 5 MILES EAST-NORTHEAST OF LAS ANIMAS AND ABOUT 10 MILES
 JJ0930'WEST-SOUTHWEST OF HASTY ALONG THE SOUTH SIDE OF U.S. HIGHWAY
 JJ0930'50.
 JJ0930'
 JJ0930'THE STATION IS A STANDARD DISK STAMPED FORT 1954 SET IN TOP OF
 JJ0930'A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3
 JJ0930'INCHES ABOVE THE GROUND.  IT IS 81 FEET SOUTH OF THE CENTER LINE
 JJ0930'OF THE HIGHWAY, 12 FEET WEST OF A NORTH-SOUTH FENCE LINE, 39
 JJ0930'FEET NORTH OF THE CENTER LINE OF A DIRT ROAD AND IS 6 FEET
 JJ0930'WEST OF A WHITE WITNESS POST.
 JJ0930'
 JJ0930'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED FORT NO 1
 JJ0930'1954 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 JJ0930'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 JJ0930'ELEVATION AS THE STATION.  IT IS 50 FEET SOUTH OF THE CENTER LINE
 JJ0930'OF THE HIGHWAY AND 18 INCHES WEST OF A NORTH-SOUTH FENCE LINE.
 JJ0930'
 JJ0930'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED FORT NO
 JJ0930'2 1954 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 JJ0930'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 JJ0930'ELEVATION AS THE STATION.  IT IS 27 FEET SOUTH OF THE CENTER
 JJ0930'LINE OF A DIRT ROAD AND 8 INCHES SOUTH OF AN EAST-WEST FENCE
 JJ0930'LINE.
 JJ0930'
 JJ0930'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED FORT NO
 JJ0930'3 1954 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 JJ0930'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 JJ0930'ELEVATION AS THE STATION.  IT IS 30 FEET NORTH OF THE CENTER LINE
 JJ0930'OF A DIRT ROAD.
 JJ0930'
 JJ0930'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FORT 1954 SET
 JJ0930'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 JJ0930'4 INCHES ABOVE THE GROUND.  IT IS 52 FEET NORTH OF THE CENTER
 JJ0930'LINE OF THE HIGHWAY AND 24 FEET WEST OF THE CENTER LINE OF A
 JJ0930'DIRT ENTRANCE ROAD TO A FIELD.
 JJ0930'
 JJ0930'TO REACH THE STATION FROM THE MAIN INTERSECTION IN HASTY, GO
 JJ0930'WEST ON U.S. HIGHWAY 50 FOR 9.0 MILES TO A DIRT ENTRANCE ROAD TO
 JJ0930'A FIELD ON THE RIGHT, NORTH SIDE AND THE AZIMUTH MARK.  CONTINUE
 JJ0930'WEST ON U.S. HIGHWAY 50 FOR 0.7 MILE TO A WHITE WITNESS POST
 JJ0930'ON THE LEFT, SOUTH SIDE AND THE STATION.
 JJ0930
 JJ0930                          STATION RECOVERY (1966)
 JJ0930
 JJ0930'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 JJ0930'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JJ0930'REFERENCE MARK NO. 3, AND THE AZIMUTH MARK WERE RECOVERED AS
 JJ0930'PREVIOUSLY DESCRIBED AND FOUND IN GOOD CONDITION.
 JJ0930'
 JJ0930'TO REACH THE STATION FROM THE MAIN INTERSECTION IN HASTY, GO
 JJ0930'WEST ON U.S. HIGHWAY 50 FOR 9.25 MILES TO THE AZIMUTH MARK ON
 JJ0930'THE RIGHT.  CONTINUE WEST ON U.S. HIGHWAY 50 FOR 0.7 MILE TO A
 JJ0930'SMALL TRIANGLE FORMED BY THE ROADS AND A NORTH-SOUTH FENCE AND
 JJ0930'THE STATION ON THE LEFT JUST BEFORE REACHING A FOUR-LANE HIGHWAY
 JJ0930'ON U.S. HIGHWAY 50.
 JJ0930'
 JJ0930'A METAL WITNESS POST WAS SET 1 FOOT WEST OF THE STATION MARK.
 JJ0930'
 JJ0930'A METAL WITNESS POST WAS SET 1 FOOT EAST OF THE AZIMUTH MARK.
 JJ0930
 JJ0930                          STATION RECOVERY (1975)
 JJ0930
 JJ0930'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (KRW)
 JJ0930'STATION RECOVERED BY R. KEITH HOOK AND ASSOCIATES
 JJ0930'
 JJ0930'FORT 1954-GOOD NEW WITNESS POST IN GOOD CONDITION
 JJ0930'
 JJ0930'FORT NO. 1 1954-GOOD
 JJ0930'
 JJ0930'FORT NO. 2 1954-GOOD
 JJ0930'
 JJ0930'FORT 1954 (AZ. MK.)-GOOD NEW WITNESS POST IN GOOD CONDITION
 JJ0930'
 JJ0930'DESCRIPTION IS ADEQUATE
 JJ0930
 JJ0930                          STATION RECOVERY (1999)
 JJ0930
 JJ0930'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1999
 JJ0930'DESCRIBED BY CODOT 2001 (LAW)
 JJ0930'THE STATION IS LOCATED APPROXIMATELY 16.1 KM (10 MILES) WEST-SOUTHWEST
 JJ0930'OF
 JJ0930'HASTY, 8 KM (5 MILES) EAST-NORTHEAST OF LAS ANIMAS AND 1.6 KM (1 MILE)
 JJ0930'NORTH
 JJ0930'OF FORT LYON ALONG THE SOUTH SIDE OF U.S. HIGHWAY 50 AT MILE POST
 JJ0930'404.95.
 JJ0930'OWNERSHIP--
 JJ0930' 
 JJ0930'TO REACH THE STATION FROM THE COURTHOUSE IN LAS ANIMAS, AT THE
 JJ0930'JUNCTION
 JJ0930'OF U.S. HIGHWAY 50 AND STATE HIGHWAY 101, GO EAST ON U.S. HIGHWAY 50
 JJ0930'(EAST
 JJ0930'SEVENTH) FOR 0.13 KM (0.1 MILES) TO AN INTERSECTION. TURN LEFT AND GO
 JJ0930'NORTH
 JJ0930'ON U.S. HIGHWAY 50 (BENT AVENUE) FOR 2.3 KM (1.4 MILES) TO THE
 JJ0930'JUNCTION OF U.S.
 JJ0930'HIGHWAY 50 AND  STATE HIGHWAY 194. CONTINUE EASTERLY ON U.S. HIGHWAY
 JJ0930'50
 JJ0930'FOR 9.9 KM (6.1 MILES) TO THE INTERSECTION WITH COUNTY ROAD JJ.
 JJ0930'CONTINUE
 JJ0930'EASTERLY ON U.S. HIGHWAY 50 FOR 61 M (200 FEET) TO THE STATION ON THE
 JJ0930'RIGHT
 JJ0930'(SOUTH) IN A SMALL TRIANGLE OF LAND FORMED BY THE ROADS AND A
 JJ0930'NORTH-SOUTH FENCE.
 JJ0930' 
 JJ0930'THE STATION IS A STANDARD DISK STAMPED FORT 1954 SET IN TOP OF A
 JJ0930'10-INCH
 JJ0930'SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 8 CM (3 INCHES) ABOVE
 JJ0930'THE GROUND.  IT IS 24.7 M (81 FEET) SOUTH OF THE CENTERLINE OF THE
 JJ0930'HIGHWAY,
 JJ0930'13.1 M (43 FEET) NORTH OF THE CENTERLINE OF THE COUNTY ROAD, 10.4 M
 JJ0930'(34 FEET)
 JJ0930'SOUTHWEST OF A POWER POLE, 3.7 M (12 FEET) WEST OF A NORTH-SOUTH FENCE
 JJ0930'LINE, AND 40CM (1.2 FEET) EAST OF AN ORANGE CARSONITE WITNESS POST.
 JJ0930' 
 JJ0930'FORT NO. 1 2001-GOOD
 JJ0930' 
 JJ0930'FORT NO. 2 2001-GOOD
 JJ0930' 
 JJ0930'FORT NO. 3 2001-GOOD
 JJ0930' 
 JJ0930'FORT 1954 (AZ. MK.)  2001- NOT FOUND
 JJ0930' 
 JJ0930' 
 JJ0930'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1326 ***********************************************************************
 JK1326  DESIGNATION -  FORT CARSON CBL 0
 JK1326  PID         -  JK1326
 JK1326  STATE/COUNTY-  CO/EL PASO
 JK1326  USGS QUAD   -  CHEYENNE MOUNTAIN (1994)
 JK1326
 JK1326                         *CURRENT SURVEY CONTROL
 JK1326  ___________________________________________________________________
 JK1326* NAD 83(1992)-  38 42 20.58049(N)    104 46 47.48192(W)     ADJUSTED  
 JK1326* NAVD 88     -      1759.39   (+/-2cm)    5772.3    (feet)  VERTCON   
 JK1326  ___________________________________________________________________
 JK1326  X           -  -1,271,748.667 (meters)                     COMP
 JK1326  Y           -  -4,820,236.762 (meters)                     COMP
 JK1326  Z           -   3,967,964.879 (meters)                     COMP
 JK1326  LAPLACE CORR-         -14.87  (seconds)                    DEFLEC99
 JK1326  ELLIP HEIGHT-        1741.91  (meters)          (12/03/02) GPS OBS
 JK1326  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 JK1326
 JK1326  HORZ ORDER  -  FIRST
 JK1326  VERT ORDER  -  THIRD ? (See Below)
 JK1326  ELLP ORDER  -  FOURTH    CLASS II
 JK1326
 JK1326.The horizontal coordinates were established by GPS observations
 JK1326.and adjusted by the National Geodetic Survey in December 2002..
 JK1326
 JK1326.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1326.The vertical order pertains to the NGVD 29 superseded value.
 JK1326
 JK1326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1326
 JK1326.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1326
 JK1326.The ellipsoidal height was determined by GPS observations
 JK1326.and is referenced to NAD 83.
 JK1326
 JK1326.The geoid height was determined by GEOID03.
 JK1326
 JK1326;                    North         East     Units Scale Factor Converg.
 JK1326;SPC CO C     -   401,889.659   977,039.705   MT  0.99995957   +0 27 15.1
 JK1326;SPC CO C     - 1,318,532.99  3,205,504.43   sFT  0.99995957   +0 27 15.1
 JK1326;UTM  13      - 4,284,143.481   519,141.369   MT  0.99960451   +0 08 15.6
 JK1326
 JK1326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1326!SPC CO C     -   0.99972677  x   0.99995957  =   0.99968635
 JK1326!UTM  13      -   0.99972677  x   0.99960451  =   0.99933138
 JK1326
 JK1326|---------------------------------------------------------------------|
 JK1326| PID    Reference Object                     Distance      Geod. Az  |
 JK1326|                                                           dddmmss.s |
 JK1326| CR8275 FORT CARSON CBL 0 RM 1               28.275 METERS 15301     |
 JK1326| JK1371 FORT CARSON CBL 1330                               1840910.4 |
 JK1326| CR8276 FORT CARSON CBL 0 RM 2               30.209 METERS 24048     |
 JK1326| JK1330 COLORADO SPRINGS KKTV MAST          APPROX. 8.4 KM 3011436.6 |
 JK1326|---------------------------------------------------------------------|
 JK1326
 JK1326                          SUPERSEDED SURVEY CONTROL
 JK1326
 JK1326  NAD 83(1992)-  38 42 20.58129(N)    104 46 47.47438(W) AD(       ) 1
 JK1326  ELLIP H (01/07/93) 1741.89   (m)                       GP(       ) 4 2
 JK1326  NAD 83(1986)-  38 42 20.56641(N)    104 46 47.45898(W) AD(       ) 1
 JK1326  NGVD 29 (07/20/87) 1758.38   (m)         5769.0    (f) LEVELING    3  
 JK1326
 JK1326.Superseded values are not recommended for survey control.
 JK1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1326.See file dsdata.txt to determine how the superseded data were derived.
 JK1326
 JK1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC1914184143(NAD 83)
 JK1326_MARKER: DQ = CALIBRATION BASE LINE DISK
 JK1326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1326_SP_SET: CONCRETE POST
 JK1326_STAMPING: 0 1985
 JK1326_MARK LOGO: NGS   
 JK1326_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK1326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK1326+STABILITY: SURFACE MOTION
 JK1326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1326+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1992
 JK1326
 JK1326  HISTORY     - Date     Condition        Report By
 JK1326  HISTORY     - 1985     MONUMENTED       CODOT
 JK1326  HISTORY     - 1985     GOOD             NGS
 JK1326  HISTORY     - 19860618 GOOD
 JK1326  HISTORY     - 19920518 GOOD             NGS
 JK1326  HISTORY     - 19920518 GOOD             NGS
 JK1326
 JK1326                          STATION DESCRIPTION
 JK1326
 JK1326'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1985 (LWD)
 JK1326'THE STATION IS LOCATED ABOUT 6.9 KM (4.3 MI)
 JK1326'SOUTH OF THE  B  STREET ENTRANCE AND ALONG THE WEST SIDE OF TANK
 JK1326'TRAIL B JUST SOUTH OF ROUTE 5A.
 JK1326'OWNERSHIP--U.S ARMY, CONTACT DIVISION ARTILLERY SURVEY INFORMATION
 JK1326'CENTER.  HHB 4TH INFANTRY DIVISION ARTILLERY, FORT CARSON, COLORADO
 JK1326'80913-5428.   TELEPHONE   303-579-2131..
 JK1326'
 JK1326'TO REACH THE STATION FROM FORT CARSON B STREET GATE AT ACADEMY
 JK1326'BOULEVARD NEAR INTERSTATE 25 EXIT 135, GO SOUTHEAST FROM THE B
 JK1326'STREET GATE ON BARKLEY AVENUE FOR 4.5 KM (2.8 MI) TO TITUS
 JK1326'BOULEVARD.  TURN RIGHT, SOUTHWEST, ON TITUS BOULEVARD FOR 0.32 KM
 JK1326'(0.2 MI) TO SPECKER AVENUE.  TURN LEFT, SOUTHEAST, ON SPECKER
 JK1326'AVENUE FOR 0.16 KM (0.1 MI) TO BUTTS ROAD (ROUTE 5) ON RIGHT.  TURN
 JK1326'RIGHT, SOUTHWEST, ON ROUTE 5 FOR 2.41 KM (1.5 MI) TO ROUTE 5A ON
 JK1326'RIGHT.  TURN RIGHT, WEST, FOR 0.32 KM (0.2 MI) ON ROUTE 5A TO THE
 JK1326'INTERSECTION OF TANK TRAIL B.  TURN LEFT, SOUTH, ON TANK TRAIL B
 JK1326'FOR 0.16 KM (0.1 MI) TO THE STATION ON RIGHT SET IN THE MIDDLE OF
 JK1326'THREE WITNESS POSTS..
 JK1326'
 JK1326'THE STATION IS A STANDARD NGS BASELINE DISK
 JK1326'STAMPED---0 1985---,
 JK1326'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JK1326'46 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 JK1326'30 METERS (98.42 FT) NORTH FROM THE 30 METER POINT
 JK1326'25.4 METERS (83.35 FT) WEST FROM THE CENTERLINE OF TANK TRAIL B
 JK1326'
 JK1326'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 JK1326'STAMPED---0 NO 1 1985---,
 JK1326'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JK1326'24 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 JK1326'1.2 METERS (3.8 FT) NORTHWEST FROM A STEEL WITNESS POST
 JK1326'2.7 METERS (9.0 FT) NORTHEAST FROM A 14 FOOT ELM TREE
 JK1326'11.9 METERS (39.0 FT) WEST FROM THE CENTERLINE OF TANK TRAIL B
 JK1326'MARK IS LEVEL WITH THE STATION.
 JK1326'
 JK1326'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 JK1326'STAMPED---0 NO 2 1985---,
 JK1326'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JK1326'30 CM IN DIAMETER RECESSED 7.6 CM BELOW GROUND.  LOCATED
 JK1326'1.2 METERS (4 FT) NORTHEAST FROM A STEEL WITNESS POST
 JK1326'MARK IS 0.3 METERS BELOW THE STATION.
 JK1326'
 JK1326'AZIMUTH MARK NO. 1 IS A STANDARD NGS BASELINE DISK
 JK1326'STAMPED---1330 1985---,
 JK1326'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JK1326'54. CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 JK1326'21.1 METERS (69.3 FT) WEST FROM THE CENTERLINE OF TANK TRAIL B
 JK1326'TO REACH THE AZIMUTH FROM THE STATION,
 JK1326'GO SOUTH FOR 1.4 KM (0.85 MI) ON TANK TRAIL B AND THE AZIMUTH MARK
 JK1326'ON RIGHT..
 JK1326'
 JK1326'DESCRIBED BY LWD.
 JK1326
 JK1326                          STATION RECOVERY (1985)
 JK1326
 JK1326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JK1326'RECOVERED IN GOOD CONDITION.
 JK1326
 JK1326                          STATION RECOVERY (1986)
 JK1326
 JK1326'RECOVERED 1986
 JK1326'RECOVERED IN GOOD CONDITION.
 JK1326
 JK1326                          STATION RECOVERY (1992)
 JK1326
 JK1326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 JK1326'MARK IS A COMPONENT OF THE FORT CARSON CALIBRATION BASE LINE, LOCATED
 JK1326'ON THE SOUTH SIDE OF COLORADO SPRINGS AT THE FORT CARSON MILITARY
 JK1326'RESERVATION, ON THE WEST SIDE OF TANK TRAIL B JUST SOUTH OF ROUTE 5A.
 JK1326'NOTE - THE CORRECT COUNTY IS EL PASO, NOT DENVER, BUT DESC PROGRAM
 JK1326'(VERSION 4.08) DOES NOT RECOGNIZE EL PASO COUNTY.
 JK1326'FORT CARSON RANGE CONTROL MUST BE NOTIFIED BEFORE VISITING THE MARK.
 JK1326'CONTACT THE COMMANDER, 4TH INFANTRY DIVISION (M.), ATTN---AFZC-DPT-R,
 JK1326'FORT CARSON, CO 80913-5000.  TELEPHONE (719) 579-4576 OR 579-4761.
 JK1326'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 83 (ACADEMY BOULEVARD) AND
 JK1326'INTERSTATE HIGHWAY 25 (EXIT 135), LOCATED ON THE SOUTH SIDE OF
 JK1326'COLORADO SPRINGS, GO WESTERLY ON STATE HIGHWAY 83 FOR 1.3 KM
 JK1326'(0.8 MI) TO THE B STREET EXIT RAMP.  TAKE THE B STREET EXIT RAMP AND
 JK1326'CONTINUE WESTERLY FOR 0.5 KM (0.3 MI) TO THE T-INTERSECTION OF
 JK1326'BARKELEY AVENUE.  TURN LEFT AND GO SOUTHEASTERLY FOR 0.4 KM (0.2 MI)
 JK1326'TO THE ENTRANCE GATE FOR FORT CARSON.  CONTINUE SOUTHEASTERLY FOR 4.3
 JK1326'KM (2.7 MI) TO THE INTERSECTION OF TITUS BOULEVARD.  TURN RIGHT AND
 JK1326'GO WEST FOR 0.3 KM (0.2 MI) TO THE INTERSECTION OF SPECKER AVENUE.
 JK1326'TURN LEFT AND GO SOUTHEASTERLY FOR 0.13 KM (0.08 MI) TO THE
 JK1326'INTERSECTION OF ROUTE 5 ON THE RIGHT.  TURN RIGHT AND GO SOUTHERLY
 JK1326'FOR 2.5 KM (1.6 MI) TO THE INTERSECTION OF ROUTE 5A.  TURN RIGHT AND
 JK1326'GO WEST FOR 0.15 KM (0.09 MI) TO THE INTERSECTION OF A DIRT TANK
 JK1326'TRAIL.  TURN LEFT AND GO SOUTH ON THE DIRT TRAIL (TANK TRAIL B) FOR
 JK1326'0.16 KM (0.10 MI) TO THE MARK ON THE RIGHT.
 JK1326'MARK IS SET IN THE TOP OF A 48 CM (19 IN) DIAMETER CONCRETE POST FLUSH
 JK1326'WITH GROUND SURFACE, AND IS SURROUNDED BY A 1.2 M (3.9 FT) DIAMETER,
 JK1326'25 CM (10 IN) THICK, CONCRETE RING PROJECTING 18 CM (7 IN) ABOVE THE
 JK1326'GROUND SURFACE.  IT IS 75 M (246.1 FT) NORTH OF THE APPROXIMATE
 JK1326'CENTERLINE OF A RAVINE, 25.2 M (82.7 FT) WEST OF THE CENTERLINE OF
 JK1326'THE DIRT TANK TRAIL AND IS SURROUNDED BY FOUR FIBERGLASS WITNESS
 JK1326'POSTS.
 JK1326'FOR MORE INFORMATION CONTACT THE COMMANDER, HHB 4TH DIVISION
 JK1326'ARTILLERY, ATTN---SURVEY, FORT CARSON, CO 80913-5000.  TELEPHONE
 JK1326'(719)579-2131.  OR CONTACT MR. PAUL GROUT, DISTRICT SURVEY
 JK1326'COORDINATOR, DEPARTMENT OF TRANSPORTATION, P.O. BOX 536, PUEBLO, CO
 JK1326'81002.  TELEPHONE (719) 546-5442.  OR CONTACT MR. RICHARD COHEN,
 JK1326'NOAA, RC 325 BROADWAY, BOULDER, CO 80303.  TELEPHONE (303) 497-6530.
 JK1326
 JK1326                          STATION RECOVERY (1992)
 JK1326
 JK1326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (CRG)
 JK1326'MARK IS A COMPONENT OF THE FORT CARSON CALIBRATION BASE LINE, LOCATED
 JK1326'ON THE SOUTH SIDE OF COLORADO SPRINGS AT THE FORT CARSON MILITARY
 JK1326'RESERVATION, ON THE WEST SIDE OF TANK TRAIL B JUST SOUTH OF ROUTE 5A.
 JK1326'NOTE - THE CORRECT COUNTY IS EL PASO, NOT DENVER, BUT DESC PROGRAM
 JK1326'(VERSION 4.08) DOES NOT RECOGNIZE EL PASO COUNTY. FORT CARSON RANGE
 JK1326'CONTROL MUST BE NOTIFIED BEFORE VISITING THE MARK. CONTACT THE
 JK1326'COMMANDER, 4TH INFANTRY DIVISION (M.), ATTN---AFZC-DPT-R, FORT CARSON,
 JK1326'CO 80913-5000. TO REACH FROM THE JUNCTION OF STATE HIGHWAY 83 (ACADEMY
 JK1326'BOULEVARD) AND INTERSTATE HIGHWAY 25 (EXIT 135), LOCATED ON THE SOUTH
 JK1326'SIDE OF COLORADO SPRINGS, GO WESTERLY ON STATE HIGHWAY 83 FOR 1.3 KM
 JK1326'(0.8 MI) TO THE B STREET EXIT RAMP.  TAKE THE B STREET EXIT RAMP AND
 JK1326'CONTINUE WESTERLY FOR 0.5 KM (0.3 MI) TO THE T-INTERSECTION OF
 JK1326'BARKELEY AVENUE.  TURN LEFT AND GO SOUTHEASTERLY FOR 0.4 KM (0.2 MI)
 JK1326'TO THE ENTRANCE GATE FOR FORT CARSON.  CONTINUE SOUTHEASTERLY FOR 4.3
 JK1326'KM (2.7 MI) TO THE INTERSECTION OF TITUS BOULEVARD.  TURN RIGHT AND GO
 JK1326'WEST FOR 0.3 KM (0.2 MI) TO THE INTERSECTION OF SPECKER AVENUE. TURN
 JK1326'LEFT AND GO SOUTHEASTERLY FOR 0.13 KM (0.08 MI) TO THE INTERSECTION OF
 JK1326'ROUTE 5 ON THE RIGHT.  TURN RIGHT AND GO SOUTHERLY FOR 2.5 KM (1.6 MI)
 JK1326'TO THE INTERSECTION OF ROUTE 5A.  TURN RIGHT AND GO WEST FOR 0.15 KM
 JK1326'(0.09 MI) TO THE INTERSECTION OF A DIRT TANK TRAIL.  TURN LEFT AND GO
 JK1326'SOUTH ON THE DIRT TRAIL (TANK TRAIL B) FOR 0.16 KM (0.10 MI) TO THE
 JK1326'MARK ON THE RIGHT. MARK IS SET IN THE TOP OF A 48 CM (19 IN) DIAMETER
 JK1326'CONCRETE POST FLUSH WITH GROUND SURFACE, AND IS SURROUNDED BY A 1.2 M
 JK1326'(3.9 FT) DIAMETER, 25 CM (10 IN) THICK, CONCRETE RING PROJECTING 18 CM
 JK1326'(7 IN) ABOVE THE GROUND SURFACE.  IT IS 75 M (246.1 FT) NORTH OF THE
 JK1326'APPROXIMATE CENTERLINE OF A RAVINE, 25.2 M (82.7 FT) WEST OF THE
 JK1326'CENTERLINE OF THE DIRT TANK TRAIL AND IS SURROUNDED BY FOUR FIBERGLASS
 JK1326'WITNESS POSTS. FOR MORE INFORMATION CONTACT THE COMMANDER, HHB 4TH
 JK1326'DIVISION ARTILLERY, ATTN---SURVEY, FORT CARSON, CO 80913-5000. CONTACT
 JK1326'MR. PAUL GROUT, DISTRICT SURVEY COORDINATOR, DEPARTMENT OF
 JK1326'TRANSPORTATION, P.O. BOX 536, PUEBLO, CO 81002.  CONTACT MR. RICHARD
 JK1326'COHEN, NOAA, RC 325 BROADWAY, BOULDER, CO 80303.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0478 ***********************************************************************
 LL0478  DESIGNATION -  FORT COLLINS
 LL0478  PID         -  LL0478
 LL0478  STATE/COUNTY-  CO/LARIMER
 LL0478  USGS QUAD   -  FORT COLLINS (1984)
 LL0478
 LL0478                         *CURRENT SURVEY CONTROL
 LL0478  ___________________________________________________________________
 LL0478* NAD 83(1986)-  40 35 21.     (N)    105 04 18.     (W)     SCALED    
 LL0478* NAVD 88     -      1520.271  (meters)    4987.76   (feet)  ADJUSTED  
 LL0478  ___________________________________________________________________
 LL0478  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 LL0478  DYNAMIC HT  -        1518.994 (meters)    4983.57  (feet)  COMP
 LL0478  MODELED GRAV-     979,731.9   (mgal)                       NAVD 88
 LL0478
 LL0478  VERT ORDER  -  SECOND    CLASS 0
 LL0478
 LL0478.The horizontal coordinates were scaled from a topographic map and have
 LL0478.an estimated accuracy of +/- 6 seconds.
 LL0478
 LL0478.The orthometric height was determined by differential leveling
 LL0478.and adjusted by the National Geodetic Survey in June 1991..
 LL0478
 LL0478.The geoid height was determined by GEOID03.
 LL0478
 LL0478.The dynamic height is computed by dividing the NAVD 88
 LL0478.geopotential number by the normal gravity value computed on the
 LL0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0478.degrees latitude (g = 980.6199 gals.).
 LL0478
 LL0478.The modeled gravity was interpolated from observed gravity values.
 LL0478
 LL0478;                    North         East    Units  Estimated Accuracy
 LL0478;SPC CO N     -   444,330.      950,660.      MT  (+/- 180 meters Scaled)
 LL0478
 LL0478                          SUPERSEDED SURVEY CONTROL
 LL0478
 LL0478  NGVD 29 (??/??/92) 1519.308  (m)         4984.60   (f) ADJ UNCH    2 0
 LL0478
 LL0478.Superseded values are not recommended for survey control.
 LL0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0478.See file dsdata.txt to determine how the superseded data were derived.
 LL0478
 LL0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE939931(NAD 83)
 LL0478_MARKER: DB = BENCH MARK DISK
 LL0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0478_STAMPING: FORT COLLINS 1934
 LL0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0478+STABILITY: SURFACE MOTION
 LL0478
 LL0478  HISTORY     - Date     Condition        Report By
 LL0478  HISTORY     - 1934     MONUMENTED       CGS
 LL0478  HISTORY     - 1941     GOOD             NGS
 LL0478  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0478  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0478  HISTORY     - 20040830 MARK NOT FOUND   USPSQD
 LL0478  HISTORY     - 20040830 MARK NOT FOUND   USPSQD
 LL0478
 LL0478                          STATION DESCRIPTION
 LL0478
 LL0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0478'IN FT COLLINS.
 LL0478'IN THE TOWN OF FT. COLLINS, IN WASHINGTON PARK, 345 FEET NORTH OF
 LL0478'CENTERLINE OF INTERSECTION OF HOWE ST. AND LA PORTE AVE., IN THE
 LL0478'EAST TRIANGLE POINT FORMED BY PATHS AT APPROXIMATE CENTER OF PARK
 LL0478'AND 28 FEET WEST OF CENTER OF WEST SIDEWALK OF HOWE ST.
 LL0478
 LL0478                          STATION RECOVERY (1941)
 LL0478
 LL0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LL0478'RECOVERED IN GOOD CONDITION.
 LL0478
 LL0478                          STATION RECOVERY (1984)
 LL0478
 LL0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0478'MARK NOT FOUND.
 LL0478
 LL0478                          STATION RECOVERY (1984)
 LL0478
 LL0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0478'MARK NOT FOUND.
 LL0478
 LL0478                          STATION RECOVERY (2004)
 LL0478
 LL0478'RECOVERY NOTE BY US POWER SQUADRON 2004 (EGH)
 LL0478'THE SITE IS CORRECTLY DESCRIBED AS BINGIN WASHINGTON PARK.  HOWEVER,
 LL0478'GPS SHOWED THE LL0478 COORDINATES AS BING 0.8KM (800 YARDS) TO THE
 LL0478'EAST WHICH MATCHES THE LOCATION SHOWN BETWEEN THE RR TRACKS.
 LL0478
 LL0478                          STATION RECOVERY (2004)
 LL0478
 LL0478'RECOVERY NOTE BY US POWER SQUADRON 2004 (EGH)
 LL0478'THE SITE IS CORRECTLY DESCRIBED AS BEING IN WASHINGTON PARK.  HOWEVER
 LL0478'GPS SHOWED THE LL0478 COORDINATES AS BING 0.8 KM, ABOUT 800 YARDS, TO
 LL0478'THE EAST.  THIS MATCHES THE LOCATION SHOWN BETWEEN THE RR TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1030 ***********************************************************************
 LL1030  DESIGNATION -  FORT COLLINS 2
 LL1030  PID         -  LL1030
 LL1030  STATE/COUNTY-  CO/LARIMER
 LL1030  USGS QUAD   -  FORT COLLINS (1984)
 LL1030
 LL1030                         *CURRENT SURVEY CONTROL
 LL1030  ___________________________________________________________________
 LL1030* NAD 83(1992)-  40 34 22.77981(N)    105 04 57.97427(W)     ADJUSTED  
 LL1030* NAVD 88     -      1527.170  (meters)    5010.39   (feet)  ADJUSTED  
 LL1030  ___________________________________________________________________
 LL1030  X           -  -1,262,745.214 (meters)                     COMP
 LL1030  Y           -  -4,685,543.471 (meters)                     COMP
 LL1030  Z           -   4,127,503.198 (meters)                     COMP
 LL1030  LAPLACE CORR-         -15.21  (seconds)                    DEFLEC99
 LL1030  ELLIP HEIGHT-        1511.45  (meters)          (12/03/02) GPS OBS
 LL1030  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 LL1030  DYNAMIC HT  -        1525.882 (meters)    5006.16  (feet)  COMP
 LL1030  MODELED GRAV-     979,728.5   (mgal)                       NAVD 88
 LL1030
 LL1030  HORZ ORDER  -  THIRD
 LL1030  VERT ORDER  -  FIRST     CLASS II
 LL1030  ELLP ORDER  -  FOURTH    CLASS II
 LL1030
 LL1030.The horizontal coordinates were established by classical geodetic methods
 LL1030.and adjusted by the National Geodetic Survey in December 2002..
 LL1030
 LL1030.The orthometric height was determined by differential leveling
 LL1030.and adjusted by the National Geodetic Survey in June 1991..
 LL1030
 LL1030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1030
 LL1030.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1030
 LL1030.The ellipsoidal height was determined by GPS observations
 LL1030.and is referenced to NAD 83.
 LL1030
 LL1030.The geoid height was determined by GEOID03.
 LL1030
 LL1030.The dynamic height is computed by dividing the NAVD 88
 LL1030.geopotential number by the normal gravity value computed on the
 LL1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1030.degrees latitude (g = 980.6199 gals.).
 LL1030
 LL1030.The modeled gravity was interpolated from observed gravity values.
 LL1030
 LL1030;                    North         East     Units Scale Factor Converg.
 LL1030;SPC CO N     -   442,526.495   949,729.969   MT  0.99997263   +0 16 10.5
 LL1030;SPC CO N     - 1,451,855.68  3,115,905.74   sFT  0.99997263   +0 16 10.5
 LL1030;UTM  13      - 4,491,360.440   492,994.132   MT  0.99960060   -0 03 13.8
 LL1030
 LL1030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1030!SPC CO N     -   0.99976296  x   0.99997263  =   0.99973559
 LL1030!UTM  13      -   0.99976296  x   0.99960060  =   0.99936365
 LL1030
 LL1030|---------------------------------------------------------------------|
 LL1030| PID    Reference Object                     Distance      Geod. Az  |
 LL1030|                                                           dddmmss.s |
 LL1030| CP8057 FORT COLLINS 2 RM 3                 126.380 METERS 08642     |
 LL1030| LL1296 FORT COLLINS 2 PT A                 121.671 METERS 09225     |
 LL1030| CP8055 FORT COLLINS RM 2                    79.388 METERS 14212     |
 LL1030| LL1396 FORT COLLINS RESET                   36.332 METERS 23857     |
 LL1030| CP8053 FORT COLLINS RM 1                    12.528 METERS 33016     |
 LL1030|---------------------------------------------------------------------|
 LL1030
 LL1030                          SUPERSEDED SURVEY CONTROL
 LL1030
 LL1030  ELLIP H (01/31/97) 1511.45   (m)                       GP(       ) 4 1
 LL1030  ELLIP H (12/21/93) 1511.46   (m)                       GP(       ) 4 1
 LL1030  NAD 83(1992)-  40 34 22.77867(N)    105 04 57.97814(W) AD(       ) 3
 LL1030  ELLIP H (01/07/93) 1511.46   (m)                       GP(       ) 4 2
 LL1030  NAD 83(1986)-  40 34 22.76516(N)    105 04 57.95982(W) AD(       ) 3
 LL1030  NAD 27      -  40 34 22.82739(N)    105 04 56.03696(W) AD(       ) 3
 LL1030  NGVD 29 (??/??/??) 1526.306  (m)         5007.56   (f) ADJUSTED    1 2
 LL1030
 LL1030.Superseded values are not recommended for survey control.
 LL1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1030.See file dsdata.txt to determine how the superseded data were derived.
 LL1030
 LL1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE9299491360(NAD 83)
 LL1030_MARKER: DS = TRIANGULATION STATION DISK
 LL1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1030_SP_SET: CONCRETE POST
 LL1030_STAMPING: FORT COLLINS 2 1966
 LL1030_MARK LOGO: CGS   
 LL1030_PROJECTION: FLUSH
 LL1030_MAGNETIC: N = NO MAGNETIC MATERIAL
 LL1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1030+STABILITY: SURFACE MOTION
 LL1030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1030+SATELLITE: SATELLITE OBSERVATIONS - 1986
 LL1030
 LL1030  HISTORY     - Date     Condition        Report By
 LL1030  HISTORY     - 1966     MONUMENTED       CGS
 LL1030  HISTORY     - 1974     GOOD             NGS
 LL1030  HISTORY     - 1984     GOOD             NGS
 LL1030  HISTORY     - 1986     GOOD             NGS
 LL1030
 LL1030                          STATION DESCRIPTION
 LL1030
 LL1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LL1030'THE STATION IS NEAR THE SOUTHWEST CORNER OF THE PLANT SCIENCE
 LL1030'BUILDING ON THE COLORADO STATE UNIVERSITY CAMPUS AT FORT COLLINS.
 LL1030'
 LL1030'STATION MARKS ARE STANDARD DISKS STAMPED FORT COLLINS 2 1966.
 LL1030'THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST
 LL1030'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 42 FEET
 LL1030'SOUTHWEST OF THE SOUTHWEST CORNER OF THE PLANT SCIENCE BUILDING,
 LL1030'23.75 FEET EAST OF THE EAST EDGE OF A SIDEWALK, 12.77 FEET
 LL1030'WEST OF THE WEST EDGE OF A SIDEWALK, AND 10.93 FEET NORTH OF
 LL1030'THE NORTH EDGE OF A SIDEWALK.  THE UNDERGROUND DISK IS SET IN
 LL1030'AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE SURFACE OF
 LL1030'THE GROUND.
 LL1030'
 LL1030'REFERENCE MARK NO. 1, IS A 4-INCH SQUARE BRASS PLATE SET IN
 LL1030'THE SOUTH CONCRETE RETAINING WALL WHICH LEADS TO THE SOUTHWEST
 LL1030'ENTRANCE OF THE PLANT SCIENCE BUILDING, THE PLATE IS STAMPED
 LL1030'R.M. 1 1935 1959 AND IS FLUSH WITH THE WALL.  IT IS 49.7 FEET
 LL1030'WEST OF THE SOUTHWEST CORNER OF THE SCIENCE BUILDING.
 LL1030'
 LL1030'REFERENCE MARK NO. 2, IS A 4-INCH SQUARE BRASS PLATE SET IN
 LL1030'A CONCRETE WALK IMMEDIATELY NORTH OF THE NORTH ENTRANCE TO THE
 LL1030'ANIMAL SCIENCE BUILDING, THE PLATE IS STAMPED R.M. 2 1935 1959
 LL1030'AND IS FLUSH WITH THE WALK.
 LL1030'
 LL1030'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED FORT COLLINS
 LL1030'2 NO. 3 1966, IS CEMENTED IN A DRILL HOLE IN A CONCRETE WALK
 LL1030'WHICH LEADS TO THE WEST ONE OF TWO ENTRANCES AT THE SOUTH SIDE OF
 LL1030'THE SCIENCE BUILDING AND IS FLUSH WITH THE WALK.  IT IS 1.4 FEET
 LL1030'SOUTH OF THE SOUTHEAST CORNER OF A RAISED PLANTER AND 0.5 FEET
 LL1030'EAST OF THE WEST EDGE OF A SIDEWALK.
 LL1030
 LL1030                          STATION RECOVERY (1974)
 LL1030
 LL1030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LL1030'STATION MARK, REFERENCE MARKS 2, 3 AND BENCH MARK 1935 (AZ MK)
 LL1030'WERE RECOVERED AND ARE IN GOOD CONDITION.
 LL1030'
 LL1030'REFERENCE MARK NUMBER 1 WAS NOT FOUND AND IS BELIEVED TO HAVE
 LL1030'BEEN DESTROYED.
 LL1030'
 LL1030'THE 1966 DESCRIPTION OF THE STATION SITE AND MARKS IS ADEQUATE.
 LL1030'THE HORIZONTAL ANGLE BETWEEN THE REFERENCE MARKS CHECKED ADEQUATE.
 LL1030'
 LL1030'DUE TO THE COLLEGE SPRINKLER SYSTEM BEING TURNED ON THE
 LL1030'DISTANCE TO THE REFERENCE MARKS WAS NOT CHECKED.
 LL1030'
 LL1030'STATION WAS OCCUPIED, TRAVERSE AND POLARIS OBSERVATION MADE
 LL1030'TO ESTABLISH A POSITION ON BENCH MARK 1935 (AZ MK).
 LL1030
 LL1030                          STATION RECOVERY (1984)
 LL1030
 LL1030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL1030'IN FORT COLLINS.
 LL1030'IN FORT COLLINS, AT THE COLORADO STATE UNIVERSITY CAMPUS, 12.8 METERS
 LL1030'(42.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE PLANT SCIENCE
 LL1030'BUILDING, 7.2 METERS (23.6 FT EAST OF THE EAST EDGE OF A SIDEWALK,
 LL1030'3.9 METERS (12.8 FT) WEST OF THE WEST EDGE OF A SIDEWALK, AND
 LL1030'3.3 METERS (10.8 FT) NORTH OF THE NORTH EDGE OF A SIDEWALK.
 LL1030'THE MARK IS ABOVE LEVEL WITH THE SIDEWALKS.
 LL1030
 LL1030                          STATION RECOVERY (1986)
 LL1030
 LL1030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (RSC)
 LL1030'THE STATION WAS RECOVERED AT THIS DATE.
 LL1030'RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN 1966.
 LL1030'
 LL1030'DESCRIBED BY R.S. COHEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1396 ***********************************************************************
 LL1396  DESIGNATION -  FORT COLLINS RESET
 LL1396  PID         -  LL1396
 LL1396  STATE/COUNTY-  CO/LARIMER
 LL1396  USGS QUAD   -  FORT COLLINS (1984)
 LL1396
 LL1396                         *CURRENT SURVEY CONTROL
 LL1396  ___________________________________________________________________
 LL1396* NAD 83(1992)-  40 34 22.17221(N)    105 04 59.29753(W)     ADJUSTED  
 LL1396* NAVD 88     -      1533.2    (meters)    5030.     (feet)  VERTCON   
 LL1396  ___________________________________________________________________
 LL1396  LAPLACE CORR-         -15.23  (seconds)                    DEFLEC99
 LL1396  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 LL1396
 LL1396  HORZ ORDER  -  FIRST
 LL1396
 LL1396.The horizontal coordinates were established by classical geodetic methods
 LL1396.and adjusted by the National Geodetic Survey in January 1993..
 LL1396
 LL1396.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1396
 LL1396.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1396
 LL1396.The geoid height was determined by GEOID03.
 LL1396
 LL1396;                    North         East     Units Scale Factor Converg.
 LL1396;SPC CO N     -   442,507.607   949,698.934   MT  0.99997261   +0 16 09.7
 LL1396;SPC CO N     - 1,451,793.71  3,115,803.92   sFT  0.99997261   +0 16 09.7
 LL1396;UTM  13      - 4,491,341.735   492,963.003   MT  0.99960061   -0 03 14.7
 LL1396
 LL1396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1396!SPC CO N     -   0.99976203  x   0.99997261  =   0.99973465
 LL1396!UTM  13      -   0.99976203  x   0.99960061  =   0.99936274
 LL1396
 LL1396|---------------------------------------------------------------------|
 LL1396| PID    Reference Object                     Distance      Geod. Az  |
 LL1396|                                                           dddmmss.s |
 LL1396| CP8053 FORT COLLINS RM 1                    28.082 METERS 01505     |
 LL1396| CP8054 FORT COLLINS RM 1 RESET                            04001     |
 LL1396| LL0484 F 4                                 196.562 METERS 04234     |
 LL1396| LL1030 FORT COLLINS 2                       36.332 METERS 05857     |
 LL1396| CP8055 FORT COLLINS RM 2                    26.812 METERS 10449     |
 LL1396| CP8056 FORT COLLINS RM 2 RESET                            11856     |
 LL1396| LL1298 HORSETOOTH                          APPROX.10.3 KM 2490210.5 |
 LL1396|---------------------------------------------------------------------|
 LL1396
 LL1396                          SUPERSEDED SURVEY CONTROL
 LL1396
 LL1396  NAD 83(1986)-  40 34 22.15874(N)    105 04 59.27925(W) AD(       ) 1
 LL1396  NAD 27      -  40 34 22.22100(N)    105 04 57.35600(W) AD(       ) 1
 LL1396  NGVD 29 (07/19/86) 1532.3    (m)         5027.     (f) VERT ANG       
 LL1396
 LL1396.Superseded values are not recommended for survey control.
 LL1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1396.See file dsdata.txt to determine how the superseded data were derived.
 LL1396
 LL1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE9296391342(NAD 83)
 LL1396
 LL1396  HISTORY     - Date     Condition        Report By
 LL1396  HISTORY     - 1959     MONUMENTED       CGS
 LL1396  HISTORY     - 1959     GOOD             CGS
 LL1396  HISTORY     - 1964     GOOD             USGS
 LL1396  HISTORY     - 1966     GOOD             CGS
 LL1396
 LL1396                          STATION DESCRIPTION
 LL1396
 LL1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (HCH)
 LL1396'STATION WAS RECOVERED AS DESCRIBED IN 1935 AND THE UNDERGROUND
 LL1396'MARK WAS FOUND TO BE 0.04 FOOT NORTH OF THE SURFACE MARK.  THE
 LL1396'AZIMUTH MARK WAS RECOVERED AND WILL BE REDESCRIBED.  NEITHER
 LL1396'OF THE REFERENCE MARKS WERE FOUND AND ARE CONSIDERED LOST.
 LL1396'NEW CONSTRUCTION AND LANDSCAPING IN THE IMMEDIATE AREA HAS MADE
 LL1396'IT NECESSARY TO LOWER THE STATION MARK SOME 7 FEET.  THIS WAS
 LL1396'DONE AND TWO NEW REFERENCE MARKS WERE SET BY MR. H.C. HEPTING,
 LL1396'PLANT ENGINEER, PHYSICAL PLANT DEPARTMENT OF COLORADO STATE
 LL1396'UNIVERSITY.  THE ORIGINAL STATION DISKS WERE RETURNED TO THIS
 LL1396'OFFICE AND 2 NEW DISKS WERE USED WHEN THE STATION WAS
 LL1396'LOWERED.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 LL1396'
 LL1396'STATION IS LOCATED ON THE CAMPUS OF COLORADO STATE UNIVERSITY
 LL1396'IN THE SOUTHWEST PART OF THE CITY OF FORT COLLINS.  DISK IS
 LL1396'STAMPED FORT COLLINS 1935 1959.
 LL1396'
 LL1396'REFERENCE MARK NO. 1 IS A 4 INCH SQUARE BRASS PLATE SET IN
 LL1396'THE SOUTH CONCRETE RETAINING WALL, WHICH LEADS TO THE SOUTHWEST
 LL1396'ENTRANCE OF THE PLANT SCIENCE BUILDING.  IT IS 126.72 FEET
 LL1396'NORTHEAST OF THE STATION AND THE PLATE IS STAMPED R.M. 1 1959.
 LL1396'
 LL1396'REFERENCE MARK NO. 2 IS A 4 INCH SQUARE BRASS PLATE SET IN
 LL1396'CONCRETE WALK IMMEDIATELY NORTH OF THE NORTH ENTRANCE TO THE
 LL1396'ANIMAL SCIENCE BUILDING.  IT IS 289.81 FEET SOUTHEAST OF THE
 LL1396'STATION AND THE PLATE IS STAMPED R.M. 2 1959.
 LL1396'
 LL1396'DISTANCE FROM R.M. 1 TO R.M. 2 IS 302.28 FEET.
 LL1396'
 LL1396'A U.S.C. AND G.S. BENCH MARK DISK, SET IN COOPERATION WITH THE
 LL1396'STATE WAS USED AS AN AZIMUTH MARK.  IT IS 16 FEET WEST OF THE
 LL1396'CENTERLINE OF A PAVED ROAD AND 160 FEET SOUTHWEST OF THE
 LL1396'SOUTHWEST CORNER OF THE ADMINISTRATION BUILDING.  THE DISK HAS
 LL1396'NO NAME OR NUMBER STAMPED ON IT AND IS SET IN A 4 INCH SQUARE
 LL1396'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES.
 LL1396
 LL1396                          STATION RECOVERY (1964)
 LL1396
 LL1396'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (AEL)
 LL1396'$
 LL1396'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---FORT COLLINS
 LL1396'1935 1959---, SET IN A CONCRETE POST.
 LL1396'
 LL1396'NOTE--THE DISTANCE AND AZIMUTH TO REFERENCE MARK NO. 1 WAS VERIFIED.
 LL1396'THE LISTED DISTANCE TO REFERENCE MARK NO. 2 IS A 1964 DOUBLE TAPED
 LL1396'HORIZONTAL VALUE, DETERMINED BY THE USGS IN 1964.  THE LISTED AZIMUTH
 LL1396'TO REFERENCE MARK NO. 2 AND THE DISTANCE TO THE AZIMUTH MARK ARE
 LL1396'1964 USGS VALUES, DETERMINED FROM AN ECCENTRIC SET UP, SINCE THE
 LL1396'STATION MARK AND AZIMUTH MARK ARE NO LONGER INTERVISIBLE.  THE
 LL1396'AZIMUTH FROM THE STATION MARK TO THE AZIMUTH MARK WAS ACCEPTED AS
 LL1396'BEING CORRECT, SINCE THE AZIMUTH MARK IS APPARENTLY STILL IN THE
 LL1396'1935 LOCATION.
 LL1396'
 LL1396'REFERENCE MARK NO. 2 1959--USGS 1964 VALUES ARE 298.62 FT.,
 LL1396'S 61 DEG 07 MIN E.  NGS VALUES ARE 289.81 FT., S 61 DEG 06 MIN E.
 LL1396'
 LL1396'AZIMUTH MARK (BM F-4)--USGS 1964 VALUES ARE 745.00 FT.,
 LL1396'N 42 DEG 34 MIN E, (COMPUTED FROM ECC.).  NGS VALUES
 LL1396'ARE 644.89 FT., N 42 DEG 34 MIN E.
 LL1396
 LL1396                          STATION RECOVERY (1966)
 LL1396
 LL1396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LL1396'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 LL1396'AND U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY BENCH MARK
 LL1396'(AZ. MK.) WERE RECOVERED AND FOUND IN GOOD CONDITION.
 LL1396'
 LL1396'THE LINE OF SIGHT TO THE AZIMUTH MARK WAS OBSTRUCTED, THE MARK
 LL1396'AS LEFT IN PLACE.  IT IS 37.6 FEET EAST-NORTHEAST OF THE NORTH
 LL1396'SIDE OF THE EAST ENTRANCE TO THE FORESTRY BUILDING, 13 FEET
 LL1396'NORTH OF THE CENTER OF A SIDEWALK LEADING TO THE BUILDING, AND
 LL1396'2.4 FEET WEST OF THE EAST EDGE OF A CURB.  ACCESS TO MARK IS
 LL1396'THROUGH A 1-INCH PIPE.
 LL1396'
 LL1396'DUE TO CONSTRUCTION NEAR THE STATION SITE, THE STATION MARK
 LL1396'HAD TO BE MOVED TO A NEW LOCATION.  THE REFERENCE MARKS WERE
 LL1396'USED FOR THE FORT COLLINS 2.
 LL1396'
 LL1396'FORT COLLINS 2 WAS ESTABLISHED NORTHEAST OF THE OLD STATION.
 LL1396'
 LL1396'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FORT COLLINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0496 ***********************************************************************
 HM0496  DESIGNATION -  FORT LEWIS
 HM0496  PID         -  HM0496
 HM0496  STATE/COUNTY-  CO/LA PLATA
 HM0496  USGS QUAD   -  HESPERUS (1963)
 HM0496
 HM0496                         *CURRENT SURVEY CONTROL
 HM0496  ___________________________________________________________________
 HM0496* NAD 83(1992)-  37 15 43.32297(N)    108 01 35.75697(W)     ADJUSTED  
 HM0496* NAVD 88     -      2447.     (meters)    8028.     (feet)  SCALED    
 HM0496  ___________________________________________________________________
 HM0496  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 HM0496  GEOID HEIGHT-         -18.76  (meters)                     GEOID03
 HM0496
 HM0496  HORZ ORDER  -  FIRST
 HM0496
 HM0496.The horizontal coordinates were established by classical geodetic methods
 HM0496.and adjusted by the National Geodetic Survey in January 1993..
 HM0496
 HM0496.The orthometric height was scaled from a topographic map.
 HM0496
 HM0496.The Laplace correction was computed from DEFLEC99 derived deflections.
 HM0496
 HM0496.The geoid height was determined by GEOID03.
 HM0496
 HM0496;                    North         East     Units Scale Factor Converg.
 HM0496;SPC CO S     -   373,907.814   690,307.576   MT  0.99999491   -1 32 59.1
 HM0496;SPC CO S     - 1,226,729.22  2,264,784.11   sFT  0.99999491   -1 32 59.1
 HM0496;UTM  12      - 4,128,086.002   763,682.757   MT  1.00045657   +1 48 04.7
 HM0496;UTM  13      - 4,128,235.736   231,598.419   MT  1.00048750   -1 50 00.9
 HM0496
 HM0496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0496!SPC CO S     -   0.99961904  x   0.99999491  =   0.99961395
 HM0496!UTM  12      -   0.99961904  x   1.00045657  =   1.00007544
 HM0496!UTM  13      -   0.99961904  x   1.00048750  =   1.00010636
 HM0496
 HM0496|---------------------------------------------------------------------|
 HM0496| PID    Reference Object                     Distance      Geod. Az  |
 HM0496|                                                           dddmmss.s |
 HM0496| CM6430 FORT LEWIS RM 1                       7.795 METERS 08836     |
 HM0496| GO0491 SHIPROCK HIGHEST PINNACLE           APPROX.96.2 KM 2284553.8 |
 HM0496| CM6429 FORT LEWIS AZ MK                                   2423123.8 |
 HM0496| HM0495 MADDEN                              APPROX.15.1 KM 3321734.8 |
 HM0496| CM6431 FORT LEWIS RM 2                       8.800 METERS 34907     |
 HM0496|---------------------------------------------------------------------|
 HM0496
 HM0496                          SUPERSEDED SURVEY CONTROL
 HM0496
 HM0496  NAD 83(1986)-  37 15 43.31870(N)    108 01 35.76145(W) AD(       ) 1
 HM0496  NAD 27      -  37 15 43.31400(N)    108 01 33.50500(W) AD(       ) 1
 HM0496
 HM0496.Superseded values are not recommended for survey control.
 HM0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0496.See file dsdata.txt to determine how the superseded data were derived.
 HM0496
 HM0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG6368328086(NAD 83)
 HM0496_MARKER: DS = TRIANGULATION STATION DISK
 HM0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0496
 HM0496  HISTORY     - Date     Condition        Report By
 HM0496  HISTORY     - 1936     MONUMENTED       CGS
 HM0496  HISTORY     - 1975     GOOD             LOCSUR
 HM0496  HISTORY     - 1979     GOOD             NGS
 HM0496
 HM0496                          STATION DESCRIPTION
 HM0496
 HM0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 HM0496'STATION IS LOCATED ABOUT 8 MILES SW OF DURANGO, AND 3 MILES SSE
 HM0496'OF HESPERUS, AND 3 MILES N OF FORT LEWIS IN SEC. 25, T 35 N,
 HM0496'R 11 W, AND THOUGHT TO BE ON THE PROPERTY OF COLORADO STATE
 HM0496'COLLEGE.
 HM0496'
 HM0496'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HM0496'BRONZE DISKS SET IN CONCRETE.
 HM0496'
 HM0496'AZIMUTH IS ON TOP OF RIDGE ON THE LEFT SIDE OF ROAD ABOUT 1
 HM0496'MILE SW OF STATION.  REACHED FROM THE STATION AS FOLLOWS.
 HM0496'GO 0.3 MILE W ON U.S. HIGHWAY 160 AND MAKE A SHARP LEFT TURN
 HM0496'ON THE FORT LEWIS ROAD, CONTINUE 1.2 MILES AND TURN RIGHT AFTER
 HM0496'CROSSING BRIDGE AND GO 0.3 MILE TO TOP OF RIDGE.  AZIMUTH MARK
 HM0496'IS ON THE LEFT SIDE OF THE ROAD.
 HM0496'
 HM0496'REACHED FROM DURANGO AS FOLLOWS--FROM THE BRIDGE AT THE S EDGE
 HM0496'OF TOWN GO W ON THE U.S. HIGHWAY 160 FOR 10.7 MILES TO THE TOP
 HM0496'OF THE RIDGE AND STATION.  STATION IS 125 FEET FROM THE CENTER
 HM0496'OF THE HIGHWAY W.
 HM0496
 HM0496                          STATION RECOVERY (1975)
 HM0496
 HM0496'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975 (GH)
 HM0496'RECOVERED BY HUGG SURVEY CO.
 HM0496'
 HM0496'FORT LEWIS-GOOD
 HM0496'
 HM0496'R.M. 1-GOOD
 HM0496'
 HM0496'R.M. 2-GOOD
 HM0496
 HM0496                          STATION RECOVERY (1979)
 HM0496
 HM0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 HM0496'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION
 HM0496'ALTHOUGH THEY ARE NOW SURROUNDED BY A LARGE POLE CORRAL.  THE AZIMUTH
 HM0496'MARK WAS NOT FOUND AND THERE IS NO SUITABLE LOCATION TO SET NEW MARK
 HM0496'AT THIS TIME.  DISTANCE AND DIRECTION TO REFERENCE MARKS CHECKED
 HM0496'PREVIOUS DATA FAVORABLY.
 HM0496'
 HM0496'STATION IS LOCATED INSIDE A LARGE POLE CORRAL ABOUT 9 MILES WEST OF
 HM0496'DURANGO, 2.75 MILES SOUTH-SOUTHEAST OF NESPERUS AND ON SOUTHWEST SIDE
 HM0496'OF COUNTY ROAD 125.
 HM0496'
 HM0496'STATION IS REACHED FROM THE POST OFFICE, STORE AND JUNCTION OF
 HM0496'U.S. HIGHWAY 160 AND STATE HIGHWAY 140, GO SOUTHERLY ON STATE HIGHWAY
 HM0496'140 FOR 1.8 MILES TO JUNCTION WITH COUNTY ROAD 125, KEEP LEFT AND
 HM0496'CONTINUE ON COUNTY ROAD 125 UPHILL FOR 0.35 MILE, TOP GRADE, METAL
 HM0496'GATE ON LEFT A POLE CORRAL AND STATION ON RIGHT.
 HM0496'
 HM0496'STATION IS A STANDARD STATION MARK DISK, STAMPED---FORT LEWIS 1936---
 HM0496'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 8 INCHES
 HM0496'MARK IS 117 FEET SOUTHWEST OF COUNTY ROAD 125, 7.3 FEET NORTH OF A
 HM0496'METAL WITNESS POST, 6 FEET NORTHEAST OF THE SOUTHWEST SIDE OF THE POLE
 HM0496'CORRAL.
 HM0496'
 HM0496'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED---FORT
 HM0496'LEWIS NO 1 1936---SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 HM0496'PROJECTING ABOUT 8 INCHES, 20 FEET SOUTHWEST OF AN INNER CORRAL GATE,
 HM0496'4 FEET SOUTHEAST OF AN INNER CORRAL FENCE.
 HM0496'
 HM0496'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED---FORT
 HM0496'LEWIS NO 2 1936---SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 HM0496'PROJECTING ABOUT 3 INCHES, 12 FEET WEST-SOUTHWEST OF AN INNER CORRAL
 HM0496'GATE, 6 FEET NORTHWEST OF AN INNER CORRAL FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1236 ***********************************************************************
 LL1236  DESIGNATION -  FORT LUPTON SUGAR REFINERY STK
 LL1236  PID         -  LL1236
 LL1236  STATE/COUNTY-  CO/WELD
 LL1236  USGS QUAD   -  FORT LUPTON (1994)
 LL1236
 LL1236                         *CURRENT SURVEY CONTROL
 LL1236  ___________________________________________________________________
 LL1236* NAD 83(1992)-  40 05 33.44906(N)    104 48 41.25053(W)     ADJUSTED  
 LL1236* NAVD 88     -                                                        
 LL1236  ___________________________________________________________________
 LL1236  LAPLACE CORR-          -4.88  (seconds)                    DEFLEC99
 LL1236  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 LL1236
 LL1236  HORZ ORDER  -  THIRD
 LL1236
 LL1236.The horizontal coordinates were established by classical geodetic methods
 LL1236.and adjusted by the National Geodetic Survey in January 1993..
 LL1236
 LL1236
 LL1236.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1236
 LL1236.The geoid height was determined by GEOID03.
 LL1236
 LL1236;                    North         East     Units Scale Factor Converg.
 LL1236;SPC CO N     -   389,332.685   973,116.622   MT  0.99996063   +0 26 41.6
 LL1236;SPC CO N     - 1,277,335.65  3,192,633.45   sFT  0.99996063   +0 26 41.6
 LL1236;UTM  13      - 4,438,054.772   516,072.086   MT  0.99960318   +0 07 17.1
 LL1236
 LL1236                          SUPERSEDED SURVEY CONTROL
 LL1236
 LL1236  NAD 83(1986)-  40 05 33.43690(N)    104 48 41.24813(W) AD(       ) 4
 LL1236  NAD 27      -  40 05 33.50000(N)    104 48 39.36000(W) AD(       ) 3
 LL1236
 LL1236.Superseded values are not recommended for survey control.
 LL1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1236.See file dsdata.txt to determine how the superseded data were derived.
 LL1236
 LL1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE1607238055(NAD 83)
 LL1236_MARKER: 63 = STACK
 LL1236
 LL1236  HISTORY     - Date     Condition        Report By
 LL1236  HISTORY     - 1935     FIRST OBSERVED   CGS
 LL1236
 LL1236                          STATION DESCRIPTION
 LL1236
 LL1236'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1235 ***********************************************************************
 LL1235  DESIGNATION -  FORT LUPTON WATER TANK BEACON
 LL1235  PID         -  LL1235
 LL1235  STATE/COUNTY-  CO/WELD
 LL1235  USGS QUAD   -  FORT LUPTON (1994)
 LL1235
 LL1235                         *CURRENT SURVEY CONTROL
 LL1235  ___________________________________________________________________
 LL1235* NAD 83(1992)-  40 04 47.61413(N)    104 48 44.95376(W)     ADJUSTED  
 LL1235* NAVD 88     -                                                        
 LL1235  ___________________________________________________________________
 LL1235  LAPLACE CORR-          -4.78  (seconds)                    DEFLEC99
 LL1235  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 LL1235
 LL1235  HORZ ORDER  -  THIRD
 LL1235
 LL1235.The horizontal coordinates were established by classical geodetic methods
 LL1235.and adjusted by the National Geodetic Survey in January 1993..
 LL1235
 LL1235
 LL1235.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1235
 LL1235.The geoid height was determined by GEOID03.
 LL1235
 LL1235;                    North         East     Units Scale Factor Converg.
 LL1235;SPC CO N     -   387,918.397   973,039.865   MT  0.99996127   +0 26 39.2
 LL1235;SPC CO N     - 1,272,695.61  3,192,381.62   sFT  0.99996127   +0 26 39.2
 LL1235;UTM  13      - 4,436,641.445   515,987.376   MT  0.99960315   +0 07 14.6
 LL1235
 LL1235                          SUPERSEDED SURVEY CONTROL
 LL1235
 LL1235  NAD 83(1986)-  40 04 47.60287(N)    104 48 44.95172(W) AD(       ) 4
 LL1235  NAD 27      -  40 04 47.66200(N)    104 48 43.05700(W) AD(       ) 3
 LL1235
 LL1235.Superseded values are not recommended for survey control.
 LL1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1235.See file dsdata.txt to determine how the superseded data were derived.
 LL1235
 LL1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE1598736641(NAD 83)
 LL1235_MARKER: 51 = TANK
 LL1235
 LL1235  HISTORY     - Date     Condition        Report By
 LL1235  HISTORY     - 1935     FIRST OBSERVED   CGS
 LL1235  HISTORY     - 1961     GOOD             USGS
 LL1235  HISTORY     - 20040809 GOOD             USPSQD
 LL1235
 LL1235                          STATION DESCRIPTION
 LL1235
 LL1235'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 LL1235'STATION WAS INTERSECTED.
 LL1235
 LL1235                          STATION RECOVERY (2004)
 LL1235
 LL1235'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL1235'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0929 ***********************************************************************
 JJ0929  DESIGNATION -  FORT LYON RR SIDING LAMAR ELEV
 JJ0929  PID         -  JJ0929
 JJ0929  STATE/COUNTY-  CO/BENT
 JJ0929  USGS QUAD   -  LAS ANIMAS (1979)
 JJ0929
 JJ0929                         *CURRENT SURVEY CONTROL
 JJ0929  ___________________________________________________________________
 JJ0929* NAD 83(1992)-  38 05 59.46851(N)    103 09 09.07667(W)     ADJUSTED  
 JJ0929* NAVD 88     -                                                        
 JJ0929  ___________________________________________________________________
 JJ0929  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 JJ0929  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 JJ0929
 JJ0929  HORZ ORDER  -  THIRD
 JJ0929
 JJ0929.The horizontal coordinates were established by classical geodetic methods
 JJ0929.and adjusted by the National Geodetic Survey in January 1993..
 JJ0929
 JJ0929
 JJ0929.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0929
 JJ0929.The geoid height was determined by GEOID03.
 JJ0929
 JJ0929;                    North         East     Units Scale Factor Converg.
 JJ0929;SPC CO S     -   466,449.864 1,120,276.070   MT  0.99995612   +1 26 23.6
 JJ0929;SPC CO S     - 1,530,344.26  3,675,439.07   sFT  0.99995612   +1 26 23.6
 JJ0929;UTM  13      - 4,218,505.736   661,990.278   MT  0.99992319   +1 08 24.7
 JJ0929
 JJ0929                          SUPERSEDED SURVEY CONTROL
 JJ0929
 JJ0929  NAD 83(1986)-  38 05 59.45744(N)    103 09 09.07044(W) AD(       ) 4
 JJ0929  NAD 27      -  38 05 59.43106(N)    103 09 07.32813(W) AD(       ) 3
 JJ0929
 JJ0929.Superseded values are not recommended for survey control.
 JJ0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0929.See file dsdata.txt to determine how the superseded data were derived.
 JJ0929
 JJ0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC6199018506(NAD 83)
 JJ0929_MARKER: 65 = GRAIN ELEVATOR
 JJ0929
 JJ0929  HISTORY     - Date     Condition        Report By
 JJ0929  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0929
 JJ0929                          STATION DESCRIPTION
 JJ0929
 JJ0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0929'STATION IS LOCATED AT THE FORT LYON RAILROAD SIDING ON THE
 JJ0929'NORTH SIDE OF RAILROAD TRACKS.  IT CONSISTS OF FOUR CYLINDRICAL
 JJ0929'SHAPED CONCRETE BINS THAT ARE ABOUT 80 FEET IN HEIGHT.  A
 JJ0929'HEADHOUSE, THAT IS ABOUT 20 FEET IN HEIGHT, IS MOUNTED ON TOP
 JJ0929'OF THE BINS.  THE CENTER OF THE HEADHOUSE WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0926 ***********************************************************************
 JJ0926  DESIGNATION -  FORT LYON VETERANS HOSP TANK
 JJ0926  PID         -  JJ0926
 JJ0926  STATE/COUNTY-  CO/BENT
 JJ0926  USGS QUAD   -  LAS ANIMAS (1979)
 JJ0926
 JJ0926                         *CURRENT SURVEY CONTROL
 JJ0926  ___________________________________________________________________
 JJ0926* NAD 83(1992)-  38 04 38.05084(N)    103 07 58.67390(W)     ADJUSTED  
 JJ0926* NAVD 88     -                                                        
 JJ0926  ___________________________________________________________________
 JJ0926  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 JJ0926  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 JJ0926
 JJ0926  HORZ ORDER  -  THIRD
 JJ0926
 JJ0926.The horizontal coordinates were established by classical geodetic methods
 JJ0926.and adjusted by the National Geodetic Survey in January 1993..
 JJ0926
 JJ0926
 JJ0926.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0926
 JJ0926.The geoid height was determined by GEOID03.
 JJ0926
 JJ0926;                    North         East     Units Scale Factor Converg.
 JJ0926;SPC CO S     -   463,983.727 1,122,054.400   MT  0.99995437   +1 27 06.8
 JJ0926;SPC CO S     - 1,522,253.28  3,681,273.48   sFT  0.99995437   +1 27 06.8
 JJ0926;UTM  13      - 4,216,030.394   663,755.623   MT  0.99993027   +1 09 06.1
 JJ0926
 JJ0926                          SUPERSEDED SURVEY CONTROL
 JJ0926
 JJ0926  NAD 83(1986)-  38 04 38.03999(N)    103 07 58.66656(W) AD(       ) 4
 JJ0926  NAD 27      -  38 04 38.01958(N)    103 07 56.92696(W) AD(       ) 3
 JJ0926
 JJ0926.Superseded values are not recommended for survey control.
 JJ0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0926.See file dsdata.txt to determine how the superseded data were derived.
 JJ0926
 JJ0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC6375616030(NAD 83)
 JJ0926_MARKER: 53 = ELEVATED TANK
 JJ0926
 JJ0926  HISTORY     - Date     Condition        Report By
 JJ0926  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0926
 JJ0926                          STATION DESCRIPTION
 JJ0926
 JJ0926'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0926'STATION IS LOCATED IN FORT LYON AT THE VETERANS HOSPITAL.  IT
 JJ0926'IS A LARGE TANK, PAINTED SILVER, THAT IS SUPPORTED BY SIX TUBULAR
 JJ0926'STEEL LEGS.  THE TANK IS 148 FEET IN HEIGHT.  THE CENTER OF THE
 JJ0926'TOP OF TANK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0931 ***********************************************************************
 JJ0931  DESIGNATION -  FORT LYON VETERANS HOSP STACK
 JJ0931  PID         -  JJ0931
 JJ0931  STATE/COUNTY-  CO/BENT
 JJ0931  USGS QUAD   -  LAS ANIMAS (1979)
 JJ0931
 JJ0931                         *CURRENT SURVEY CONTROL
 JJ0931  ___________________________________________________________________
 JJ0931* NAD 83(1992)-  38 04 34.99825(N)    103 07 45.14287(W)     ADJUSTED  
 JJ0931* NAVD 88     -      1175.     (meters)    3855.     (feet)  SCALED    
 JJ0931  ___________________________________________________________________
 JJ0931  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 JJ0931  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 JJ0931
 JJ0931  HORZ ORDER  -  THIRD
 JJ0931
 JJ0931.The horizontal coordinates were established by classical geodetic methods
 JJ0931.and adjusted by the National Geodetic Survey in January 1993..
 JJ0931
 JJ0931.The orthometric height was scaled from a topographic map.
 JJ0931
 JJ0931.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0931
 JJ0931.The geoid height was determined by GEOID03.
 JJ0931
 JJ0931;                    North         East     Units Scale Factor Converg.
 JJ0931;SPC CO S     -   463,898.004 1,122,386.450   MT  0.99995431   +1 27 15.1
 JJ0931;SPC CO S     - 1,521,972.03  3,682,362.88   sFT  0.99995431   +1 27 15.1
 JJ0931;UTM  13      - 4,215,942.935   664,087.211   MT  0.99993161   +1 09 14.4
 JJ0931
 JJ0931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0931!SPC CO S     -   0.99981927  x   0.99995431  =   0.99977359
 JJ0931!UTM  13      -   0.99981927  x   0.99993161  =   0.99975089
 JJ0931
 JJ0931                          SUPERSEDED SURVEY CONTROL
 JJ0931
 JJ0931  NAD 83(1986)-  38 04 34.98747(N)    103 07 45.13613(W) AD(       ) 4
 JJ0931  NAD 27      -  38 04 34.96047(N)    103 07 43.39479(W) AD(       ) 3
 JJ0931
 JJ0931.Superseded values are not recommended for survey control.
 JJ0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0931.See file dsdata.txt to determine how the superseded data were derived.
 JJ0931
 JJ0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC6408715943(NAD 83)
 JJ0931_MARKER: 63 = STACK
 JJ0931
 JJ0931  HISTORY     - Date     Condition        Report By
 JJ0931  HISTORY     - 1949     FIRST OBSERVED   USGS
 JJ0931  HISTORY     - 1954     GOOD             CGS
 JJ0931
 JJ0931                          STATION DESCRIPTION
 JJ0931
 JJ0931'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 JJ0931'LONE STACK LOCATED ON THE FT. LYON VETERANS HOSPITAL AT FT. LYONS,
 JJ0931'COLORADO.
 JJ0931
 JJ0931                          STATION RECOVERY (1954)
 JJ0931
 JJ0931'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0931'STATION IS LOCATED IN FORT LYONS AT THE VETERANS HOSPITAL.  THE
 JJ0931'STACK, USED AT THE POWER HOUSE, IS CONSTRUCTED OF BRICK AND
 JJ0931'150 FEET IN HEIGHT.  THE CENTER OF THE TOP OF STACK WAS
 JJ0931'INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0296 ***********************************************************************
 LK0296  DESIGNATION -  FORT MORGAN
 LK0296  PID         -  LK0296
 LK0296  STATE/COUNTY-  CO/MORGAN
 LK0296  USGS QUAD   -  FORT MORGAN (1984)
 LK0296
 LK0296                         *CURRENT SURVEY CONTROL
 LK0296  ___________________________________________________________________
 LK0296* NAD 83(1986)-  40 15 08.     (N)    103 48 04.     (W)     SCALED    
 LK0296* NAVD 88     -      1318.785  (meters)    4326.71   (feet)  ADJUSTED  
 LK0296  ___________________________________________________________________
 LK0296  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 LK0296  DYNAMIC HT  -        1317.723 (meters)    4323.23  (feet)  COMP
 LK0296  MODELED GRAV-     979,774.2   (mgal)                       NAVD 88
 LK0296
 LK0296  VERT ORDER  -  SECOND    CLASS 0
 LK0296
 LK0296.The horizontal coordinates were scaled from a topographic map and have
 LK0296.an estimated accuracy of +/- 6 seconds.
 LK0296
 LK0296.The orthometric height was determined by differential leveling
 LK0296.and adjusted by the National Geodetic Survey in June 1991..
 LK0296
 LK0296.The geoid height was determined by GEOID03.
 LK0296
 LK0296.The dynamic height is computed by dividing the NAVD 88
 LK0296.geopotential number by the normal gravity value computed on the
 LK0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0296.degrees latitude (g = 980.6199 gals.).
 LK0296
 LK0296.The modeled gravity was interpolated from observed gravity values.
 LK0296
 LK0296;                    North         East    Units  Estimated Accuracy
 LK0296;SPC CO N     -   408,210.    1,058,930.      MT  (+/- 180 meters Scaled)
 LK0296
 LK0296                          SUPERSEDED SURVEY CONTROL
 LK0296
 LK0296  NGVD 29 (??/??/92) 1318.078  (m)         4324.39   (f) ADJ UNCH    2 0
 LK0296
 LK0296.Superseded values are not recommended for survey control.
 LK0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0296.See file dsdata.txt to determine how the superseded data were derived.
 LK0296
 LK0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE019564(NAD 83)
 LK0296_MARKER: DS = TRIANGULATION STATION DISK
 LK0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0296_STAMPING: FORT MORGAN 1934
 LK0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0296+STABILITY: SURFACE MOTION
 LK0296
 LK0296  HISTORY     - Date     Condition        Report By
 LK0296  HISTORY     - 1934     MONUMENTED       LOCSUR
 LK0296  HISTORY     - 1935     GOOD             NGS
 LK0296  HISTORY     - 1977     MARK NOT FOUND   NGS
 LK0296  HISTORY     - 19920130 MARK NOT FOUND   NGS
 LK0296
 LK0296                          STATION DESCRIPTION
 LK0296
 LK0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LK0296'AT FORT MORGAN.
 LK0296'AT FORT MORGAN, MORGAN COUNTY, AT THE INTERSECTION OF MAIN STREET
 LK0296'AND BIJOU AVENUE, AT THE CITY PARK, IN THE NORTHWEST CORNER OF THE
 LK0296'PARK, 60 FEET EAST OF THE CENTERLINE OF MAIN STREET, AND 41 FEET
 LK0296'SOUTH OF THE CENTERLINE OF BIJOU AVENUE.  A STANDARD DISK, STAMPED
 LK0296'FORT MORGAN 1934 AND SET IN THE TOP OF A ROUND CONCRETE POST 11
 LK0296'INCHES IN DIAMETER AND FLUSH WITH THE GROUND.
 LK0296
 LK0296                          STATION RECOVERY (1977)
 LK0296
 LK0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LK0296'MARK NOT FOUND.
 LK0296
 LK0296                          STATION RECOVERY (1992)
 LK0296
 LK0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LK0296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0699 ***********************************************************************
 LK0699  DESIGNATION -  FORT MORGAN MUNICIPAL SPIPE
 LK0699  PID         -  LK0699
 LK0699  STATE/COUNTY-  CO/MORGAN
 LK0699  USGS QUAD   -  LAMB (1984)
 LK0699
 LK0699                         *CURRENT SURVEY CONTROL
 LK0699  ___________________________________________________________________
 LK0699* NAD 83(1992)-  40 14 52.24270(N)    103 48 04.25042(W)     ADJUSTED  
 LK0699* NAVD 88     -                                                        
 LK0699  ___________________________________________________________________
 LK0699  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 LK0699  GEOID HEIGHT-         -19.51  (meters)                     GEOID03
 LK0699
 LK0699  HORZ ORDER  -  THIRD
 LK0699
 LK0699.The horizontal coordinates were established by classical geodetic methods
 LK0699.and adjusted by the National Geodetic Survey in January 1993..
 LK0699
 LK0699
 LK0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0699
 LK0699.The geoid height was determined by GEOID03.
 LK0699
 LK0699;                    North         East     Units Scale Factor Converg.
 LK0699;SPC CO N     -   407,723.826 1,058,929.641   MT  0.99995685   +1 05 51.6
 LK0699;SPC CO N     - 1,337,673.92  3,474,171.66   sFT  0.99995685   +1 05 51.6
 LK0699;UTM  13      - 4,455,955.436   601,961.174   MT  0.99972797   +0 46 28.6
 LK0699
 LK0699                          SUPERSEDED SURVEY CONTROL
 LK0699
 LK0699  NAD 83(1986)-  40 14 52.23388(N)    103 48 04.24914(W) AD(       ) 4
 LK0699  NAD 27      -  40 14 52.30600(N)    103 48 02.42100(W) AD(       ) 3
 LK0699
 LK0699.Superseded values are not recommended for survey control.
 LK0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0699.See file dsdata.txt to determine how the superseded data were derived.
 LK0699
 LK0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE0196155955(NAD 83)
 LK0699_MARKER: 52 = STANDPIPE TANK
 LK0699
 LK0699  HISTORY     - Date     Condition        Report By
 LK0699  HISTORY     - 1934     FIRST OBSERVED   CGS
 LK0699
 LK0699                          STATION DESCRIPTION
 LK0699
 LK0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 LK0699'THIS IS A STEEL STANDPIPE, PAINTED WITH ALUMINUM PAINT, IS
 LK0699'20 FEET IN DIAMETER, AND 100 FEET HIGH.  IT HAS THE LETTERS
 LK0699'FT. MORGAN PAINTED IN BLACK ON THE NORTH AND SOUTH SIDES.
 LK0699'
 LK0699'IT IS LOCATED 4-1/2 BLOCKS SOUTH OF U.S. HIGHWAY 6 ON THE
 LK0699'EAST SIDE OF MAIN STREET.  IT IS SITUATED ON THE NORTH SIDE
 LK0699'OF THE CITY HALL.  THE FINIAL WAS USED FOR INTERSECTION POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0698 ***********************************************************************
 LK0698  DESIGNATION -  FORT MORGAN PLATTE VALLEY ELEV
 LK0698  PID         -  LK0698
 LK0698  STATE/COUNTY-  CO/MORGAN
 LK0698  USGS QUAD   -  LAMB (1984)
 LK0698
 LK0698                         *CURRENT SURVEY CONTROL
 LK0698  ___________________________________________________________________
 LK0698* NAD 83(1992)-  40 14 50.39242(N)    103 48 13.24233(W)     ADJUSTED  
 LK0698* NAVD 88     -                                                        
 LK0698  ___________________________________________________________________
 LK0698  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 LK0698  GEOID HEIGHT-         -19.51  (meters)                     GEOID03
 LK0698
 LK0698  HORZ ORDER  -  THIRD
 LK0698
 LK0698.The horizontal coordinates were established by classical geodetic methods
 LK0698.and adjusted by the National Geodetic Survey in January 1993..
 LK0698
 LK0698
 LK0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0698
 LK0698.The geoid height was determined by GEOID03.
 LK0698
 LK0698;                    North         East     Units Scale Factor Converg.
 LK0698;SPC CO N     -   407,662.701 1,058,718.261   MT  0.99995685   +1 05 45.8
 LK0698;SPC CO N     - 1,337,473.38  3,473,478.16   sFT  0.99995685   +1 05 45.8
 LK0698;UTM  13      - 4,455,895.517   601,749.502   MT  0.99972744   +0 46 22.8
 LK0698
 LK0698                          SUPERSEDED SURVEY CONTROL
 LK0698
 LK0698  NAD 83(1986)-  40 14 50.38350(N)    103 48 13.24098(W) AD(       ) 4
 LK0698  NAD 27      -  40 14 50.45600(N)    103 48 11.41300(W) AD(       ) 3
 LK0698
 LK0698.Superseded values are not recommended for survey control.
 LK0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0698.See file dsdata.txt to determine how the superseded data were derived.
 LK0698
 LK0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE0175055896(NAD 83)
 LK0698_MARKER: 65 = GRAIN ELEVATOR
 LK0698
 LK0698  HISTORY     - Date     Condition        Report By
 LK0698  HISTORY     - 1934     FIRST OBSERVED   CGS
 LK0698
 LK0698                          STATION DESCRIPTION
 LK0698
 LK0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 LK0698'THIS IS A WHITE CONCRETE ELEVATOR 40- BY 40-FEET AND 80 FEET HIGH.
 LK0698'
 LK0698'IT IS LOCATED 1-1/2 BLOCKS WEST OF MAIN STREET AND 200 FEET
 LK0698'NORTH OF CHICAGO, BURLINGTON AND QUINCY RAILROAD TRACKS, IN
 LK0698'FT. MORGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0712 ***********************************************************************
 LK0712  DESIGNATION -  FORT MORGAN SUGAR REF WATER TK
 LK0712  PID         -  LK0712
 LK0712  STATE/COUNTY-  CO/MORGAN
 LK0712  USGS QUAD   -  FORT MORGAN (1984)
 LK0712
 LK0712                         *CURRENT SURVEY CONTROL
 LK0712  ___________________________________________________________________
 LK0712* NAD 83(1992)-  40 15 45.42098(N)    103 48 17.77503(W)     ADJUSTED  
 LK0712* NAVD 88     -                                                        
 LK0712  ___________________________________________________________________
 LK0712  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 LK0712  GEOID HEIGHT-         -19.49  (meters)                     GEOID03
 LK0712
 LK0712  HORZ ORDER  -  THIRD
 LK0712
 LK0712.The horizontal coordinates were established by classical geodetic methods
 LK0712.and adjusted by the National Geodetic Survey in January 1993..
 LK0712
 LK0712
 LK0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0712
 LK0712.The geoid height was determined by GEOID03.
 LK0712
 LK0712;                    North         East     Units Scale Factor Converg.
 LK0712;SPC CO N     -   409,357.587 1,058,578.714   MT  0.99995687   +1 05 42.9
 LK0712;SPC CO N     - 1,343,034.02  3,473,020.33   sFT  0.99995687   +1 05 42.9
 LK0712;UTM  13      - 4,457,590.774   601,619.540   MT  0.99972712   +0 46 20.7
 LK0712
 LK0712                          SUPERSEDED SURVEY CONTROL
 LK0712
 LK0712  NAD 83(1986)-  40 15 45.41188(N)    103 48 17.77360(W) AD(       ) 4
 LK0712  NAD 27      -  40 15 45.48500(N)    103 48 15.94500(W) AD(       ) 3
 LK0712
 LK0712.Superseded values are not recommended for survey control.
 LK0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0712.See file dsdata.txt to determine how the superseded data were derived.
 LK0712
 LK0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE0162057591(NAD 83)
 LK0712_MARKER: 53 = ELEVATED TANK
 LK0712
 LK0712  HISTORY     - Date     Condition        Report By
 LK0712  HISTORY     - 1934     FIRST OBSERVED   CGS
 LK0712
 LK0712                          STATION DESCRIPTION
 LK0712
 LK0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 LK0712'THIS IS A BLACK, STEEL WATER TANK ON A BLACK STEEL TOWER. ITS
 LK0712'OVERALL HEIGHT IS 185 FEET AND ITS CAPACITY, 30,000 GALLONS.
 LK0712'
 LK0712'IT IS LOCATED JUST EAST OF THE REFINERY BUILDING WHICH IS
 LK0712'LOCATED IN THE NORTHWEST PART OF FT. MORGAN AND IS REACHED BY
 LK0712'GOING NORTH SIX BLOCKS ON MAIN STREET FROM U.S. HIGHWAY 6,
 LK0712'AND TWO BLOCKS WEST.
 LK0712'
 LK0712'THE FINIAL WAS USED AS INTERSECTION POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0750 ***********************************************************************
 JJ0750  DESIGNATION -  FORWARD
 JJ0750  PID         -  JJ0750
 JJ0750  STATE/COUNTY-  CO/CHEYENNE
 JJ0750  USGS QUAD   -  SOUTH LADDER CREEK (1982)
 JJ0750
 JJ0750                         *CURRENT SURVEY CONTROL
 JJ0750  ___________________________________________________________________
 JJ0750* NAD 83(1992)-  38 41 08.61652(N)    102 29 40.49139(W)     ADJUSTED  
 JJ0750* NAVD 88     -      1345.     (meters)    4413.     (feet)  SCALED    
 JJ0750  ___________________________________________________________________
 JJ0750  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 JJ0750  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 JJ0750
 JJ0750  HORZ ORDER  -  SECOND
 JJ0750
 JJ0750.The horizontal coordinates were established by classical geodetic methods
 JJ0750.and adjusted by the National Geodetic Survey in January 1993..
 JJ0750
 JJ0750.The orthometric height was scaled from a topographic map.
 JJ0750
 JJ0750.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0750
 JJ0750.The geoid height was determined by GEOID03.
 JJ0750
 JJ0750;                    North         East     Units Scale Factor Converg.
 JJ0750;SPC CO C     -   403,747.311 1,175,840.625   MT  0.99996202   +1 53 43.8
 JJ0750;SPC CO C     - 1,324,627.64  3,857,737.12   sFT  0.99996202   +1 53 43.8
 JJ0750;SPC CO S     -   533,103.631 1,175,867.733   MT  1.00005582   +1 50 36.4
 JJ0750;SPC CO S     - 1,749,024.16  3,857,826.05   sFT  1.00005582   +1 50 36.4
 JJ0750;UTM  13      - 4,284,881.452   717,920.414   MT  1.00018484   +1 33 59.8
 JJ0750
 JJ0750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0750!SPC CO C     -   0.99979265  x   0.99996202  =   0.99975468
 JJ0750!SPC CO S     -   0.99979265  x   1.00005582  =   0.99984846
 JJ0750!UTM  13      -   0.99979265  x   1.00018484  =   0.99997745
 JJ0750
 JJ0750:                Primary Azimuth Mark                     Grid Az
 JJ0750:SPC CO C     -  FORWARD AZ MK                            358 36 37.6
 JJ0750:SPC CO S     -  FORWARD AZ MK                            358 39 45.0
 JJ0750:UTM  13      -  FORWARD AZ MK                            358 56 21.6
 JJ0750
 JJ0750|---------------------------------------------------------------------|
 JJ0750| PID    Reference Object                     Distance      Geod. Az  |
 JJ0750|                                                           dddmmss.s |
 JJ0750| CM8113 FORWARD AZ MK                                      0003021.4 |
 JJ0750| CM8114 FORWARD RM 1                         21.683 METERS 06244     |
 JJ0750| CM8115 FORWARD RM 2                         21.442 METERS 17128     |
 JJ0750| JJ0872 FIRST VIEW RR SID DENVER ELEV       APPROX.15.1 KM 3441557.5 |
 JJ0750|---------------------------------------------------------------------|
 JJ0750
 JJ0750                          SUPERSEDED SURVEY CONTROL
 JJ0750
 JJ0750  NAD 83(1986)-  38 41 08.61439(N)    102 29 40.48823(W) AD(       ) 2
 JJ0750  NAD 27      -  38 41 08.58745(N)    102 29 38.80742(W) AD(       ) 2
 JJ0750
 JJ0750.Superseded values are not recommended for survey control.
 JJ0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0750.See file dsdata.txt to determine how the superseded data were derived.
 JJ0750
 JJ0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC1792084881(NAD 83)
 JJ0750_MARKER: DS = TRIANGULATION STATION DISK
 JJ0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0750
 JJ0750  HISTORY     - Date     Condition        Report By
 JJ0750  HISTORY     - 1954     MONUMENTED       CGS
 JJ0750  HISTORY     - 1974     SEE DESCRIPTION  USGS
 JJ0750  HISTORY     - 1975     MARK NOT FOUND   NGS
 JJ0750
 JJ0750                          STATION DESCRIPTION
 JJ0750
 JJ0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0750'THE STATION IS LOCATED AIRLINE, ABOUT 11 MILES SOUTHWEST OF
 JJ0750'CHEYENNE WELLS AND ABOUT 9 MILES SOUTHEAST OF FIRST VIEW ALONG
 JJ0750'THE WEST SIDE OF A NORTH-SOUTH DIRT FARM ROAD.  IT IS ON THE
 JJ0750'PROPERTY OF MR. FORWARD WHICH IS UNDER CULTIVATION.
 JJ0750'
 JJ0750'THE STATION IS A STANDARD DISK STAMPED FORWARD 1954 SET IN TOP
 JJ0750'OF A CONCRETE CYLINDER WHICH IS ABOUT 12-INCHES IN DIAMETER
 JJ0750'AND ABOUT 15 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 12
 JJ0750'FEET WEST OF A NORTH-SOUTH FENCE LINE AND 33 FEET WEST OF THE
 JJ0750'CENTER LINE OF A DIRT ROAD.
 JJ0750'
 JJ0750'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED FORWARD NO
 JJ0750'1 1954 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 JJ0750'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 JJ0750'ELEVATION AS THE STATION.  IT IS 24 FEET EAST OF THE CENTER LINE
 JJ0750'OF A DIRT ROAD AND IN A NORTH-SOUTH FENCE LINE.
 JJ0750'
 JJ0750'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED FORWARD NO
 JJ0750'2 1954 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 JJ0750'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 JJ0750'ELEVATION AS THE STATION.  IT IS 24 FEET WEST OF THE CENTER LINE
 JJ0750'OF A DIRT ROAD AND IN A NORTH-SOUTH FENCE LINE.
 JJ0750'
 JJ0750'THE AZIMUTH MARK IS A STANDARD DISK STAMPED FORWARD 1954 SET IN
 JJ0750'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 JJ0750'3 INCHES ABOVE THE GROUND.  IT IS 1 FOOT EAST OF A NORTH-SOUTH
 JJ0750'FENCE LINE, 4 FEET SOUTH OF AN EAST-WEST FENCE LINE, 27 FEET EAST
 JJ0750'OF THE CENTER LINE OF A DIRT ROAD AND 27 FEET SOUTH OF THE CENTER
 JJ0750'LINE OF A DIRT ROAD.
 JJ0750'
 JJ0750'TO REACH THE STATION FROM THE MISSOURI PACIFIC RAIL ROAD STATION
 JJ0750'IN BRANDON, GO WEST ON STATE HIGHWAY 96 FOR 0.2 MILE.  TURN LEFT
 JJ0750'AND GO NORTH, CROSSING OVER THE RAIL ROAD TRACKS, AND FOLLOW
 JJ0750'THE MAIN TRAVELED DIRT ROAD FOR 11.1 MILES.  TURN LEFT AND GO
 JJ0750'WEST AND NORTH ON THE DIRT ROAD FOR 5.5 MILES.  TURN LEFT AT THE
 JJ0750'T-ROAD AND GO WEST FOR 3.0 MILES TO A T-ROAD AND THE AZIMUTH
 JJ0750'MARK.  TURN LEFT AND GO SOUTH FOR 0.6 MILE TO THE STATION ON THE
 JJ0750'RIGHT, WEST SIDE.
 JJ0750
 JJ0750                          STATION RECOVERY (1974)
 JJ0750
 JJ0750'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (RCF)
 JJ0750'NO EVIDENCE WAS FOUND OF THE STATION OR REF. MARKS.  LANDOWNER
 JJ0750'STATED THAT HE HAD SEEN SOME OF MONUMENTS THAT HAD BEEN UPROOTED.
 JJ0750'THEY ARE PROBABLY DESTROYED BY FARMING AND WIDENING OF THE ROAD.
 JJ0750
 JJ0750                          STATION RECOVERY (1975)
 JJ0750
 JJ0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JJ0750'STATION MARK NOT FOUND.  THE MARK COULD STILL BE IN POSITION.  THE
 JJ0750'MARK IS IN A CULTIVATED FIELD UNDERGROUND.  THE REFERENCE MARKS AND
 JJ0750'THE AZIMUTH MARK HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1098 ***********************************************************************
 JK1098  DESIGNATION -  FOSSIL
 JK1098  PID         -  JK1098
 JK1098  STATE/COUNTY-  CO/PUEBLO
 JK1098  USGS QUAD   -  PINON (1974)
 JK1098
 JK1098                         *CURRENT SURVEY CONTROL
 JK1098  ___________________________________________________________________
 JK1098* NAD 83(1992)-  38 29 30.17428(N)    104 31 25.92275(W)     ADJUSTED  
 JK1098* NAVD 88     -      1593.3    (meters)    5227.     (feet)  GPS OBS   
 JK1098  ___________________________________________________________________
 JK1098  X           -  -1,253,884.753 (meters)                     COMP
 JK1098  Y           -  -4,840,094.142 (meters)                     COMP
 JK1098  Z           -   3,949,289.317 (meters)                     COMP
 JK1098  LAPLACE CORR-          -6.37  (seconds)                    DEFLEC99
 JK1098  ELLIP HEIGHT-        1574.08  (meters)          (12/03/02) GPS OBS
 JK1098  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 JK1098
 JK1098  HORZ ORDER  -  FIRST
 JK1098  ELLP ORDER  -  FOURTH    CLASS II
 JK1098
 JK1098.The horizontal coordinates were established by GPS observations
 JK1098.and adjusted by the National Geodetic Survey in January 1997..
 JK1098
 JK1098.The orthometric height was determined by GPS observations and a
 JK1098.high-resolution geoid model.
 JK1098
 JK1098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1098
 JK1098.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1098
 JK1098.The ellipsoidal height was determined by GPS observations
 JK1098.and is referenced to NAD 83.
 JK1098
 JK1098.The geoid height was determined by GEOID03.
 JK1098
 JK1098;                    North         East     Units Scale Factor Converg.
 JK1098;SPC CO S     -   507,804.488   999,561.728   MT  1.00001118   +0 35 55.5
 JK1098;SPC CO S     - 1,666,021.89  3,279,395.44   sFT  1.00001118   +0 35 55.5
 JK1098;SPC CO C     -   378,343.636   999,560.011   MT  0.99999206   +0 36 56.3
 JK1098;SPC CO C     - 1,241,282.41  3,279,389.80   sFT  0.99999206   +0 36 56.3
 JK1098;UTM  13      - 4,260,481.503   541,522.611   MT  0.99962123   +0 17 46.9
 JK1098
 JK1098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1098!SPC CO S     -   0.99975308  x   1.00001118  =   0.99976426
 JK1098!SPC CO C     -   0.99975308  x   0.99999206  =   0.99974514
 JK1098!UTM  13      -   0.99975308  x   0.99962123  =   0.99937440
 JK1098
 JK1098:                Primary Azimuth Mark                     Grid Az
 JK1098:SPC CO S     -  APPELT                                   174 20 07.5
 JK1098:SPC CO C     -  APPELT                                   174 19 06.7
 JK1098:UTM  13      -  APPELT                                   174 38 16.1
 JK1098
 JK1098|---------------------------------------------------------------------|
 JK1098| PID    Reference Object                     Distance      Geod. Az  |
 JK1098|                                                           dddmmss.s |
 JK1098| JK1097 APPELT                              APPROX.10.1 KM 1745603.0 |
 JK1098|---------------------------------------------------------------------|
 JK1098
 JK1098                          SUPERSEDED SURVEY CONTROL
 JK1098
 JK1098  ELLIP H (01/17/97) 1574.08   (m)                       GP(       ) 1 1
 JK1098  NAD 83(1992)-  38 29 30.17147(N)    104 31 25.91821(W) AD(       ) 3
 JK1098  NAD 83(1986)-  38 29 30.15763(N)    104 31 25.91514(W) AD(       ) 3
 JK1098  NAD 27      -  38 29 30.16659(N)    104 31 24.02361(W) AD(       ) 3
 JK1098  NGVD 29 (07/19/86) 1591.7    (m)         5222.     (f) VERT ANG       
 JK1098
 JK1098.Superseded values are not recommended for survey control.
 JK1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1098.See file dsdata.txt to determine how the superseded data were derived.
 JK1098
 JK1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC4152360482(NAD 83)
 JK1098_MARKER: DB = BENCH MARK DISK
 JK1098_SETTING: 66 = SET IN ROCK OUTCROP
 JK1098_SP_SET: SET IN ROCK OUTCROP
 JK1098_STAMPING: FOSSIL 1947
 JK1098_MARK LOGO: USGS  
 JK1098_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK1098_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK1098+STABILITY: POSITION/ELEVATION WELL
 JK1098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1098+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1995
 JK1098
 JK1098  HISTORY     - Date     Condition        Report By
 JK1098  HISTORY     - 1947     MONUMENTED       USGS
 JK1098  HISTORY     - 1955     GOOD             USGS
 JK1098  HISTORY     - 19950317 GOOD             CO-101
 JK1098
 JK1098                          STATION DESCRIPTION
 JK1098
 JK1098'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (AD)
 JK1098'STATION LOCATED ABOUT 16 MI. NE. OF PUEBLO, COLORADO, AND ABOUT 5 MI.
 JK1098'NE. OF PINON, COLORADO, 1.0 MI. N. OF HIGHEST POINT IN VICINITY ON
 JK1098'SMALL ROCKY KNOLL.
 JK1098'
 JK1098'TO REACH FROM PINON, COLORADO, TURN E. OFF HIGHWAYS 85 AND 87,
 JK1098'CROSSING RAILROAD AT PINON RAILROAD WATER TANK AND CROSSING FOUNTAIN
 JK1098'CREEK AT POINT 1.1 MI. E. OF HIGHWAY, TURN S. 1.0 MI. ALONG E. BANK
 JK1098'OF FOUNTAIN CREEK, THENCE 3.6 MI. E. TO NATURAL GAS PIPELINE, THENCE
 JK1098'2.7 MI. NE. ALONG RANCHERS RD. TO POINT WHERE RD. CROSSES HEAD OF
 JK1098'SMALL DRAIN, THENCE 1.8 MI. NW. CROSS-COUNTRY TO STATION.
 JK1098
 JK1098                          STATION RECOVERY (1955)
 JK1098
 JK1098'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 JK1098'STATION MARK--STANDARD TABLET CEMENTED IN OUTCROP AT HIGHEST POINT
 JK1098'OF SMALL ROCKY KNOLL, STAMPED ---FOSSIL 1947---.
 JK1098'
 JK1098'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET CEMENTED IN OUTCROP,
 JK1098'STAMPED ---FOSSIL NO. 1---, SLOPE DISTANCE 8.0 FT. FROM STATION MARK,
 JK1098'N 11 DEG 53 MIN W.
 JK1098'
 JK1098'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET CEMENTED IN OUTCROP,
 JK1098'ON N. SLOPE OF SMALL ROCKY KNOLL, STAMPED ---FOSSIL NO. 2---, SLOPE
 JK1098'DISTANCE 272.73 FT. FROM STATION MARK, N 59 DEG 07 MIN E.
 JK1098
 JK1098                          STATION RECOVERY (1995)
 JK1098
 JK1098'RECOVERY NOTE BY PUEBLO COUNTY COLORADO 1995 (PGG)
 JK1098'THE STATION IS LOCATED IN NORTH-CENTRAL PUEBLO COUNTY ON THE APPELT
 JK1098'RANCH, 16.0 MI (25.7 KM) NORTH OF DOWNTOWN PUEBLO, 5.3 MI (8.5 KM)
 JK1098'EAST OF INTERSTATE 25, 2.0 MI (3.2 KM) SOUTH OF THE PUEBLO-EL PASO
 JK1098'COUNTY LINE, AND IN THE SOUTHEAST 1/4 OF SECTION 11 T18S R64W OF THE
 JK1098'6TH PM. OWNERSHIP--THE STATION IS SITUATED ON THE APPELT RANCH, OWNED
 JK1098'BY DR. A.T. SANDY MCCULLOUGH, 22500 SOUTH PEYTON HIGHWAY, COLORADO
 JK1098'SPRINGS CO, 80928, (719)683-5197. TO REACH THE STATION FROM THE PINON
 JK1098'TRUCK STOP, TAKE THE ONE-LANE ROAD EAST UNDER 25 TO THE EAST FRONTAGE
 JK1098'ROAD.  TURN LEFT, NORTH, ON THE FRONTAGE ROAD FOR 1.0 MI (1.6 KM) TO
 JK1098'SIDE ROAD RIGHT, PINON ROAD. TURN RIGHT, EAST, ON PINON ROAD, PASSING
 JK1098'OVER 2 SETS OF RAILROAD TRACKS, 0.7 MI (1.1 KM) TO THE FOUNTAIN CREEK
 JK1098'BRIDGE. CONTINUE AHEAD, EAST, 0.15 MI (0.24 KM) TO A T-INTERSECTION
 JK1098'WITH OVERTON RD. TURN RIGHT, SOUTH, ON OVERTON ROAD FOR 0.2 MI (0.3
 JK1098'KM) TO A DRIVEWAY LEFT, THE ENTRANCE TO THE FOREMANS QUARTERS FOR THE
 JK1098'APPELT RANCH. CONTINUE AHEAD, SOUTH, ON OVERTON ROAD 0.1 MI (0.2 KM)
 JK1098'TO A SIDE ROAD LEFT AND A GATE. CONTINUE AHEAD, SOUTH 0.4 MI (0.6 KM)
 JK1098'TO A BRIDGE OVER A GULLY.  CONTINUE AHEAD, SOUTH, ON OVERTON ROAD 0.25
 JK1098'MI (0.40 KM) TO A SIDE ROAD LEFT, AN ENTRANCE TO THE APPELT RANCH, AND
 JK1098'A LOCKED STEEL GATE. TURN LEFT, EAST, ON THE DIRT RANCH ROAD, FORMERLY
 JK1098'KNOWN AS THE APPELT RANCH ROAD, PASSING THRU THE GATE FOR 2.0 MI (3.2
 JK1098'KM) TO A CATTLE GUARD AND SIDE ROADS TO THE LEFT AND RIGHT. CONTINUE
 JK1098'AHEAD EAST ON THE MAIN RANCH ROAD 1.4 MI (2.3 KM) TO A GAS PIPELINE
 JK1098'STATION, AN UNLOCKED STEEL GATE ON AN EAST-WEST FENCE, AND A BEND IN
 JK1098'THE RANCH ROAD TO THE NORTHEAST. FOLLOW THE BEND AND CONTINUE
 JK1098'NORTH-NORTHEAST 0.65 MI (1.05 KM) TO A T-INTERSECTION, JUST WEST OF A
 JK1098'NEARBY TELECOM TOWER. TURN RIGHT AND PROCEED EAST 0.65 MI, PASSING
 JK1098'JUST SOUTH OF THE TELECOM TOWER, TO A CROSSING OF OVERHEAD POWER LINES
 JK1098'AND A SIDE ROAD LEFT. TURN LEFT, NORTH, 1.1 MI (1.8 KM) ON A TWO TRACK
 JK1098'RANCH ROAD TO THE BOTTOM OF A DRAW. CONTINUE AHEAD, NORTH, 0.6 MI (1.0
 JK1098'KM) TO THE BOTTOM OF ANOTHER DRAW. CONTINUE AHEAD, NORTH, 1.2 MI (1.9
 JK1098'KM) TO THE BOTTOM OF A THIRD DRAW. CONTINUE NORTH 0.3 MI (0.5 KM) TO A
 JK1098'FAINT SIDE ROAD LEFT. TURN LEFT, WEST, ONTO A 50 FT (15.2 M) WIDE
 JK1098'GRASSY CORRIDOR FOR 0.4 MI (0.6 KM) TO A WEST-FACING BLUFF, AND THE
 JK1098'MARKER SET OFF THE SOUTH EDGE OF THE CORRIDOR, AT THE EDGE OF THE
 JK1098'BLUFF. THE STATION MARK AND REFERENCE MARK NO. 1 WERE FOUND AS
 JK1098'DESCRIBED REFERENCE MARK NO. 2 WAS NOT FOUND.  THE STATION MARK IS
 JK1098'2.50 M (8.20 FT) SOUTH OF REFERENCE MARK NO. 1, 13.4 M (44.0 FT) NORTH
 JK1098'OF THE CENTERLINE OF THE GRASSY CORRIDOR, AND 1.64 M (5.38 FT)
 JK1098'WEST-SOUTHWEST OF A NEW CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0710 ***********************************************************************
 JL0710  DESIGNATION -  FOSSIL ET
 JL0710  PID         -  JL0710
 JL0710  STATE/COUNTY-  CO/GUNNISON
 JL0710  USGS QUAD   -  CRYSTAL CREEK (1967)
 JL0710
 JL0710                         *CURRENT SURVEY CONTROL
 JL0710  ___________________________________________________________________
 JL0710* NAD 83(1992)-  38 38 03.81715(N)    106 41 13.05367(W)     ADJUSTED  
 JL0710* NAVD 88     -      3702.8    (meters)   12148.     (feet)  VERTCON   
 JL0710  ___________________________________________________________________
 JL0710  LAPLACE CORR-           7.06  (seconds)                    DEFLEC99
 JL0710  GEOID HEIGHT-         -13.96  (meters)                     GEOID03
 JL0710
 JL0710  HORZ ORDER  -  THIRD
 JL0710
 JL0710.The horizontal coordinates were established by classical geodetic methods
 JL0710.and adjusted by the National Geodetic Survey in January 1993..
 JL0710
 JL0710.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0710
 JL0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0710
 JL0710.The geoid height was determined by GEOID03.
 JL0710
 JL0710;                    North         East     Units Scale Factor Converg.
 JL0710;SPC CO C     -   394,399.277   811,058.918   MT  0.99996886   -0 44 55.0
 JL0710;SPC CO C     - 1,293,958.29  2,660,949.13   sFT  0.99996886   -0 44 55.0
 JL0710;UTM  13      - 4,277,555.913   353,169.739   MT  0.99986549   -1 03 12.4
 JL0710
 JL0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0710!SPC CO C     -   0.99942155  x   0.99996886  =   0.99939043
 JL0710!UTM  13      -   0.99942155  x   0.99986549  =   0.99928711
 JL0710
 JL0710:                Primary Azimuth Mark                     Grid Az
 JL0710:SPC CO C     -  FAIRVIEW                                 068 12 09.2
 JL0710:UTM  13      -  FAIRVIEW                                 068 30 26.6
 JL0710
 JL0710|---------------------------------------------------------------------|
 JL0710| PID    Reference Object                     Distance      Geod. Az  |
 JL0710|                                                           dddmmss.s |
 JL0710| JL0707 FAIRVIEW                            APPROX.14.2 KM 0672714.2 |
 JL0710|---------------------------------------------------------------------|
 JL0710
 JL0710                          SUPERSEDED SURVEY CONTROL
 JL0710
 JL0710  NAD 83(1986)-  38 38 03.81634(N)    106 41 13.06430(W) AD(       ) 3
 JL0710  NAD 27      -  38 38 03.85321(N)    106 41 10.93957(W) AD(       ) 3
 JL0710  NGVD 29 (07/19/86) 3700.9    (m)        12142.     (f) VERT ANG       
 JL0710
 JL0710.Superseded values are not recommended for survey control.
 JL0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0710.See file dsdata.txt to determine how the superseded data were derived.
 JL0710
 JL0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC5317077556(NAD 83)
 JL0710_MARKER: DD = SURVEY DISK
 JL0710_SETTING: 66 = SET IN ROCK OUTCROP
 JL0710_SP_SET: SET IN ROCK OUTCROP
 JL0710_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0710+STABILITY: POSITION/ELEVATION WELL
 JL0710
 JL0710  HISTORY     - Date     Condition        Report By
 JL0710  HISTORY     - 1925     MONUMENTED       USGS
 JL0710  HISTORY     - 1964     GOOD             USGS
 JL0710
 JL0710                          STATION DESCRIPTION
 JL0710
 JL0710'DESCRIBED BY US GEOLOGICAL SURVEY 1925
 JL0710'ON BARE ROCKY SUMMIT, AT W. END OF FOSSIL RIDGE.  CAN BE REACHED WITH
 JL0710'ANIMALS VIA ALDER CREEK FROM THE COLLARD RANCH, ON THE GUNNISON-PITKIN
 JL0710'ROAD.
 JL0710
 JL0710                          STATION RECOVERY (1964)
 JL0710
 JL0710'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JL0710'RECOVERED AND STAMPED AS LISTED.
 JL0710'
 JL0710'STATION MARK--BRONZE TABLET, CEMENTED IN ROCK, STAMPED ---FOSSIL-ET
 JL0710'1964---.
 JL0710'
 JL0710'REFERENCE MARK--BRONZE REFERENCE TABLET, CEMENTED IN ROCK 37.50
 JL0710'FT. FROM STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1267 ***********************************************************************
 LL1267  DESIGNATION -  FOUNDATION ET
 LL1267  PID         -  LL1267
 LL1267  STATE/COUNTY-  CO/WELD
 LL1267  USGS QUAD   -  NUNN (1975)
 LL1267
 LL1267                         *CURRENT SURVEY CONTROL
 LL1267  ___________________________________________________________________
 LL1267* NAD 83(1992)-  40 38 25.67512(N)    104 52 10.87392(W)     ADJUSTED  
 LL1267* NAVD 88     -      1617.1    (meters)    5305.     (feet)  VERTCON   
 LL1267  ___________________________________________________________________
 LL1267  LAPLACE CORR-          -9.09  (seconds)                    DEFLEC99
 LL1267  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 LL1267
 LL1267  HORZ ORDER  -  THIRD
 LL1267
 LL1267.The horizontal coordinates were established by classical geodetic methods
 LL1267.and adjusted by the National Geodetic Survey in January 1993..
 LL1267
 LL1267.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1267
 LL1267.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1267
 LL1267.The geoid height was determined by GEOID03.
 LL1267
 LL1267;                    North         East     Units Scale Factor Converg.
 LL1267;SPC CO N     -   450,125.094   967,718.915   MT  0.99997994   +0 24 26.2
 LL1267;SPC CO N     - 1,476,785.41  3,174,924.47   sFT  0.99997994   +0 24 26.2
 LL1267;UTM  13      - 4,498,854.710   511,018.844   MT  0.99960149   +0 05 05.5
 LL1267
 LL1267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1267!SPC CO N     -   0.99974903  x   0.99997994  =   0.99972898
 LL1267!UTM  13      -   0.99974903  x   0.99960149  =   0.99935062
 LL1267
 LL1267:                Primary Azimuth Mark                     Grid Az
 LL1267:SPC CO N     -  WHEAT ET                                 308 13 01.8
 LL1267:UTM  13      -  WHEAT ET                                 308 32 22.5
 LL1267
 LL1267|---------------------------------------------------------------------|
 LL1267| PID    Reference Object                     Distance      Geod. Az  |
 LL1267|                                                           dddmmss.s |
 LL1267| LL1271 WHEAT ET                            APPROX. 7.2 KM 3083728.0 |
 LL1267|---------------------------------------------------------------------|
 LL1267
 LL1267                          SUPERSEDED SURVEY CONTROL
 LL1267
 LL1267  NAD 83(1986)-  40 38 25.66457(N)    104 52 10.87219(W) AD(       ) 3
 LL1267  NAD 27      -  40 38 25.73456(N)    104 52 08.98502(W) AD(       ) 3
 LL1267  NGVD 29 (07/19/86) 1616.2    (m)         5302.     (f) VERT ANG       
 LL1267
 LL1267.Superseded values are not recommended for survey control.
 LL1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1267.See file dsdata.txt to determine how the superseded data were derived.
 LL1267
 LL1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE1101998855(NAD 83)
 LL1267_MARKER: DD = SURVEY DISK
 LL1267_SETTING: 0 = UNSPECIFIED SETTING
 LL1267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1267
 LL1267  HISTORY     - Date     Condition        Report By
 LL1267  HISTORY     - 1959     MONUMENTED       USGS
 LL1267
 LL1267                          STATION DESCRIPTION
 LL1267
 LL1267'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LL1267'STATION IS LOCATED ABOUT 5.0 MI. N. AND 6.0 MI. W. OF PIERCE,
 LL1267'COLORADO, ON TOP OF A HILL IN THE FOUNDATION OF AN OLD BUILDING,
 LL1267'SEC. 22, T 8 N, R 67 W.
 LL1267'
 LL1267'TO REACH STATION FROM PIERCE HIGH SCHOOL, PROCEED W. FOR 6.0 MI. TO
 LL1267'TOP OF HILL AND TO STATION.  STATION LIES 191 FT. N. OF NW. RD. IN
 LL1267'THE FOUNDATION OF AN OLD BUILDING.
 LL1267'
 LL1267'STATION MARK--A STANDARD TABLET SET IN A CONCRETE FOUNDATION OF OLD
 LL1267'BUILDING AND STAMPED ---FOUNDATION-ET 1959---.
 LL1267'
 LL1267'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0871 ***********************************************************************
 JK0871  DESIGNATION -  FOUNTAIN
 JK0871  PID         -  JK0871
 JK0871  STATE/COUNTY-  CO/EL PASO
 JK0871  USGS QUAD   -  CHEYENNE MOUNTAIN (1994)
 JK0871
 JK0871                         *CURRENT SURVEY CONTROL
 JK0871  ___________________________________________________________________
 JK0871* NAD 83(1992)-  38 41 12.66677(N)    104 46 24.80133(W)     ADJUSTED  
 JK0871* NAVD 88     -      1795.625  (meters)    5891.15   (feet)  ADJUSTED  
 JK0871  ___________________________________________________________________
 JK0871  X           -  -1,271,559.779 (meters)                     COMP
 JK0871  Y           -  -4,821,670.177 (meters)                     COMP
 JK0871  Z           -   3,966,352.561 (meters)                     COMP
 JK0871  LAPLACE CORR-         -14.12  (seconds)                    DEFLEC99
 JK0871  ELLIP HEIGHT-        1778.04  (meters)          (12/03/02) GPS OBS
 JK0871  GEOID HEIGHT-         -17.60  (meters)                     GEOID03
 JK0871  DYNAMIC HT  -        1793.703 (meters)    5884.84  (feet)  COMP
 JK0871  MODELED GRAV-     979,494.3   (mgal)                       NAVD 88
 JK0871
 JK0871  HORZ ORDER  -  THIRD
 JK0871  VERT ORDER  -  FIRST     CLASS II
 JK0871  ELLP ORDER  -  FOURTH    CLASS II
 JK0871
 JK0871.The horizontal coordinates were established by classical geodetic methods
 JK0871.and adjusted by the National Geodetic Survey in December 2002..
 JK0871
 JK0871.The orthometric height was determined by differential leveling
 JK0871.and adjusted by the National Geodetic Survey in June 1991..
 JK0871
 JK0871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK0871
 JK0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0871
 JK0871.The ellipsoidal height was determined by GPS observations
 JK0871.and is referenced to NAD 83.
 JK0871
 JK0871.The geoid height was determined by GEOID03.
 JK0871
 JK0871.The dynamic height is computed by dividing the NAVD 88
 JK0871.geopotential number by the normal gravity value computed on the
 JK0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0871.degrees latitude (g = 980.6199 gals.).
 JK0871
 JK0871.The modeled gravity was interpolated from observed gravity values.
 JK0871
 JK0871;                    North         East     Units Scale Factor Converg.
 JK0871;SPC CO C     -   399,799.982   977,604.425   MT  0.99996188   +0 27 29.4
 JK0871;SPC CO C     - 1,311,677.11  3,207,357.18   sFT  0.99996188   +0 27 29.4
 JK0871;UTM  13      - 4,282,051.460   519,694.337   MT  0.99960478   +0 08 29.6
 JK0871
 JK0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0871!SPC CO C     -   0.99972110  x   0.99996188  =   0.99968299
 JK0871!UTM  13      -   0.99972110  x   0.99960478  =   0.99932599
 JK0871
 JK0871:                Primary Azimuth Mark                     Grid Az
 JK0871:SPC CO C     -  RIM                                      241 51 22.5
 JK0871:UTM  13      -  RIM                                      242 10 22.3
 JK0871
 JK0871|---------------------------------------------------------------------|
 JK0871| PID    Reference Object                     Distance      Geod. Az  |
 JK0871|                                                           dddmmss.s |
 JK0871| JK1185 RIM                                 APPROX. 8.5 KM 2421851.9 |
 JK0871| JK1217 SHORT TANK                          APPROX. 8.9 KM 3493846.5 |
 JK0871|---------------------------------------------------------------------|
 JK0871
 JK0871                          SUPERSEDED SURVEY CONTROL
 JK0871
 JK0871  NAD 83(1992)-  38 41 12.66745(N)    104 46 24.79426(W) AD(       ) 3
 JK0871  ELLIP H (01/07/93) 1778.03   (m)                       GP(       ) 4 2
 JK0871  NAD 83(1986)-  38 41 12.64966(N)    104 46 24.77784(W) AD(       ) 3
 JK0871  NAD 27      -  38 41 12.66317(N)    104 46 22.86960(W) AD(       ) 3
 JK0871  NGVD 29 (??/??/??) 1794.629  (m)         5887.88   (f) ADJUSTED    1 2
 JK0871
 JK0871.Superseded values are not recommended for survey control.
 JK0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0871.See file dsdata.txt to determine how the superseded data were derived.
 JK0871
 JK0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC1969482051(NAD 83)
 JK0871_MARKER: DS = TRIANGULATION STATION DISK
 JK0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0871_SP_SET: CONCRETE POST
 JK0871_STAMPING: D 1947 FOUNTAIN
 JK0871_MARK LOGO: USGS  
 JK0871_PROJECTION: PROJECTING 15 CENTIMETERS
 JK0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0871+STABILITY: SURFACE MOTION
 JK0871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0871+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2005
 JK0871
 JK0871  HISTORY     - Date     Condition        Report By
 JK0871  HISTORY     - 1947     MONUMENTED       USGS
 JK0871  HISTORY     - 1984     GOOD             NGS
 JK0871  HISTORY     - 19860617 GOOD
 JK0871  HISTORY     - 20051216 GOOD             CLSI
 JK0871
 JK0871                          STATION DESCRIPTION
 JK0871
 JK0871'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JK0871'FROM THE COLORADO SPRINGS POST OFFICE, GO S. ON U.S. HIGHWAYS 85 AND
 JK0871'87 FOR 2.0 MI. TO THE THREE-WAY HIGHWAY JUNCTION.  ON HIGHWAY 115
 JK0871'PROCEED S. FOR 3.8 MI. TO THE CAMP CARSON TENTH STREET GATE.  TURN E.
 JK0871'AT THE GATE AND PROCEED 0.8 MI. TO F STREET, GO SE. ON F STREET FOR
 JK0871'1.8 MI.  TURN RIGHT AT THE DIRT RD. AND TRAVEL GENERALLY S. OVER 3.0
 JK0871'MI. OF CURVED RD.  STATION FOUNTAIN LIES APPROXIMATELY 320 FT. E. AND
 JK0871'122 FT. NW. OF THE DIRT RD. INTERSECTION.
 JK0871'
 JK0871'STATION MARK--STANDARD TABLET SET IN AN 8 X 8 X 48 IN. CONCRETE POST
 JK0871'AND STAMPED ---FOUNTAIN 1947---.
 JK0871'
 JK0871'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN AN 8 X 8 X 48
 JK0871'IN. CONCRETE POST AND STAMPED ---RM 1 1947---, 51.9 FT. DISTANT,
 JK0871'S 78 DEG 52 MIN E, FROM STATION.
 JK0871'
 JK0871'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN AN 8 X 8 X 48
 JK0871'IN. CONCRETE POST AND STAMPED ---RM 2 1947---, 49.4 FT. DISTANT,
 JK0871'N 01 DEG 26 MIN W, FROM STATION.
 JK0871
 JK0871                          STATION RECOVERY (1984)
 JK0871
 JK0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0871'IN FORT CARSON.
 JK0871'IN FORT CARSON (MILITARY RESERVATION), AT THE JUNCTION OF WILDERNESS
 JK0871'ROAD (ROUTE 2) AND BUTTS ROAD (ROUTE 5), 166.0 METERS (544.6 FT) EAST
 JK0871'OF THE CENTERLINE OF ROUTE 5, AND 37.8 METERS (124.0 FT) NORTH OF THE
 JK0871'CENTER OF ROUTE 2.
 JK0871'THE MARK IS ABOVE LEVEL WITH WILDERNESS ROAD.
 JK0871
 JK0871                          STATION RECOVERY (1986)
 JK0871
 JK0871'RECOVERED 1986
 JK0871'RECOVERED IN GOOD CONDITION.
 JK0871
 JK0871                          STATION RECOVERY (2005)
 JK0871
 JK0871'RECOVERY NOTE BY CLARK LAND SURVEYING INCORPORATED 2005 (MSJ)
 JK0871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1180 ***********************************************************************
 JK1180  DESIGNATION -  FOUNTAIN
 JK1180  PID         -  JK1180
 JK1180  STATE/COUNTY-  CO/EL PASO
 JK1180  USGS QUAD   -  FOUNTAIN (1994)
 JK1180
 JK1180                         *CURRENT SURVEY CONTROL
 JK1180  ___________________________________________________________________
 JK1180* NAD 83(1992)-  38 39 30.83107(N)    104 42 16.67657(W)     ADJUSTED  
 JK1180* NAVD 88     -      1721.2    (meters)    5647.     (feet)  VERTCON   
 JK1180  ___________________________________________________________________
 JK1180  LAPLACE CORR-         -10.52  (seconds)                    DEFLEC99
 JK1180  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 JK1180
 JK1180  HORZ ORDER  -  FIRST
 JK1180
 JK1180.The horizontal coordinates were established by classical geodetic methods
 JK1180.and adjusted by the National Geodetic Survey in January 1993..
 JK1180
 JK1180.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1180
 JK1180.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1180
 JK1180.The geoid height was determined by GEOID03.
 JK1180
 JK1180;                    North         East     Units Scale Factor Converg.
 JK1180;SPC CO C     -   396,710.246   983,628.304   MT  0.99996554   +0 30 05.9
 JK1180;SPC CO C     - 1,301,540.20  3,227,120.53   sFT  0.99996554   +0 30 05.9
 JK1180;UTM  13      - 4,278,929.574   525,698.891   MT  0.99960813   +0 11 04.2
 JK1180
 JK1180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1180!SPC CO C     -   0.99973286  x   0.99996554  =   0.99969841
 JK1180!UTM  13      -   0.99973286  x   0.99960813  =   0.99934109
 JK1180
 JK1180|---------------------------------------------------------------------|
 JK1180| PID    Reference Object                     Distance      Geod. Az  |
 JK1180|                                                           dddmmss.s |
 JK1180| CM8117 FOUNTAIN AZ MK 2                                   02809     |
 JK1180| CM8116 FOUNTAIN AZ MK                                     0313734.0 |
 JK1180| CM8118 FOUNTAIN RM 1                         7.802 METERS 14158     |
 JK1180| CM8119 FOUNTAIN RM 2                         6.891 METERS 21707     |
 JK1180| JK1159 PETERSON FIELD BEACON               APPROX.18.0 KM 3590947.6 |
 JK1180|---------------------------------------------------------------------|
 JK1180
 JK1180                          SUPERSEDED SURVEY CONTROL
 JK1180
 JK1180  NAD 83(1986)-  38 39 30.82256(N)    104 42 16.67299(W) AD(       ) 1
 JK1180  NAD 27      -  38 39 30.82000(N)    104 42 14.76700(W) AD(       ) 1
 JK1180  NGVD 29 (07/19/86) 1720.2    (m)         5644.     (f) VERT ANG       
 JK1180
 JK1180.Superseded values are not recommended for survey control.
 JK1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1180.See file dsdata.txt to determine how the superseded data were derived.
 JK1180
 JK1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC2569978930(NAD 83)
 JK1180_MARKER: DS = TRIANGULATION STATION DISK
 JK1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1180
 JK1180  HISTORY     - Date     Condition        Report By
 JK1180  HISTORY     - 1949     MONUMENTED       CGS
 JK1180  HISTORY     - 1958     GOOD             CGS
 JK1180  HISTORY     - 1961     GOOD             CGS
 JK1180  HISTORY     - 1968     GOOD             USAF
 JK1180  HISTORY     - 1970     GOOD             NGS
 JK1180  HISTORY     - 1976     GOOD             NGS
 JK1180  HISTORY     - 1988     GOOD             LOCENG
 JK1180
 JK1180                          STATION DESCRIPTION
 JK1180
 JK1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 JK1180'THE STATION IS LOCATED APPROXIMATELY 1.5 MILES AIR LINE SOUTH
 JK1180'OF THE TOWN OF FOUNTAIN, ABOUT 0.4 MILE WEST OF U.S. HIGHWAYS
 JK1180'85 AND 87, ON THE EASTERN EDGE OF A LOW MESA, ON THE HIGHEST
 JK1180'POINT AND 15 PACES WEST OF THE EAST EDGE, 9 FEET NORTH OF A
 JK1180'4 X 4 WITNESS POST, PROJECTS 4 INCHES, AND IS STAMPED, FOUNTAIN
 JK1180'1949.
 JK1180'
 JK1180'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 JK1180'STATION, ON THE SOUTH SLOPE, PROJECTS 3 INCHES, AND IS STAMPED,
 JK1180'FOUNTAIN NO 1 1949.
 JK1180'
 JK1180'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS THE
 JK1180'STATION, SET FLUSH, AND IS STAMPED, FOUNTAIN NO 2 1949.
 JK1180'
 JK1180'THE AZIMUTH MARK IS LOCATED ALONG U.S. HIGHWAYS 85 AND 87, IN THE
 JK1180'WEST END OF THE SOUTH ABUTMENT OF HIGHWAY BRIDGE J 18 N, PROJECTS
 JK1180'ABOUT 18 INCHES, AND IS STAMPED, FOUNTAIN 1949.
 JK1180'
 JK1180'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 85 AND 87, WHICH IS
 JK1180'APPROXIMATELY 3 MILES NORTH OF PUEBLO, GO NORTH ALONG U.S.
 JK1180'HIGHWAYS 85 AND 87 FOR 26.1 MILES TO THE J. RADER RANCH BUILDINGS
 JK1180'ON THE LEFT (WEST) SIDE OF ROAD.  CONTINUE NORTH FOR 0.25 MILE TO
 JK1180'HIGHWAY BRIDGE J 18 N AND AZIMUTH MARK AS DESCRIBED ABOVE.
 JK1180'CONTINUE NORTH ALONG HIGHWAY FOR FOR 0.45 MILE TO A WIRE GATE
 JK1180'ON LEFT.  TURN LEFT, PASS THROUGH GATE THENCE LEFT (SOUTH)
 JK1180'ALONG THE WEST SIDE OF FENCE ALONG A TRACK ROAD FOR 0.8 MILE.
 JK1180'AT THIS POINT TURN RIGHT (WEST) AND GO UP HILL FOR ABOUT 0.2
 JK1180'MILE TO THE TOP AND STATION AS DESCRIBED ABOVE.  A DRIVE
 JK1180'STATION.
 JK1180
 JK1180                          STATION RECOVERY (1958)
 JK1180
 JK1180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WTJ)
 JK1180'STATION AND R.M.S RECOVERED IN GOOD CONDITION.  NO TRACE OF
 JK1180'AZIMUTH MARK WAS FOUND, BELIEVED TO TO DESTROYED BY RELOCATION
 JK1180'OF HIGHWAY.
 JK1180'
 JK1180'NEW TO REACH DESCRIPTION AS FOLLOWS--FROM THE TOWN CLERKS
 JK1180'OFFICE AND POST OFFICE IN FOUNTAIN, GO WEST ON MISSISSIPPI
 JK1180'ST. 3 BLOCKS TO HIGHWAY 85 AND 87, THENCE SW 0.8 MILE TO OVERPASS
 JK1180'AND INTERSECTION WITH HIGHWAY 85 AND 87 BY-PASS, TURN LEFT (SOUTH)
 JK1180'AND FOLLOW HIGHWAY 1.0 MILE TO ABANDONED YELLOW STUCCO TOURIST
 JK1180'COURT ON THE RIGHT (WEST) SIDE OF HIGHWAY, END OF TRUCK TRAVEL.
 JK1180'PACK WEST ON SOUTH SIDE OF WASH TO TOP OF HILL AND STATION
 JK1180'AS DESCRIBED IN 1949 DESCRIPTION.
 JK1180
 JK1180                          STATION RECOVERY (1961)
 JK1180
 JK1180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JJC)
 JK1180'THE STATION AND REFERENCE MARKS 1 AND 2 WERE RECOVERED AS
 JK1180'DESCRIBED AND FOUND TO BE IN GOOD CONDITION.  THE DESCRIPTION BY
 JK1180'W.T.J. 1958 WAS FOUND TO BE ADEQUATE.
 JK1180'
 JK1180'NOTE--THERE IS A USGS STATION BY THE SAME NAME IN THE AREA.
 JK1180
 JK1180                          STATION RECOVERY (1968)
 JK1180
 JK1180'RECOVERY NOTE BY US AIR FORCE 1968 (PED)
 JK1180'STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE
 JK1180'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JK1180
 JK1180                          STATION RECOVERY (1970)
 JK1180
 JK1180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RDR)
 JK1180'TO REACH STA, FROM BRG J18D, OVERPASS ON IS-25 AT FOUNTAIN
 JK1180'EXIT 55, PROCEED SW ON EXTENSION OF OLD U.S. 85-87 FOR 0.3 MI
 JK1180'TO T INTERSECTION WITH MIL BOUNDARY RD.  TURN LEFT AND PROCEED
 JK1180'SE 0.3 MI TO 90 DEG CURVE RT, CONTINUE W ON MIL BOUNDARY RD
 JK1180'0.2 MI TO A DIRT RD ON LEFT, TURN LEFT AND PROCEED SE 0.2 MI
 JK1180'TO FOUNTAIN WATER TOWER (WT), CONTINUE SE 0.1 MI PAST WT ON
 JK1180'DIRT TRACK THAT PARALLELS POWER LINES TO A Y INTERSECTION,
 JK1180'FOLLOW LEFT FORK SE 0.2 MI TO A 3 FT BERM PERPENDICULAR TO
 JK1180'DIRT TRACK, FROM THIS POINT PROCEED ON 84 DEG MAG AZ TOWARD A
 JK1180'GROUP OF 4 PINES ABOUT 0.7 MI ACROSS OPEN PRAIRIE.  PROCEED
 JK1180'FROM BASE OF NE MOST PINE FOR 151 PACES AT 115 DEG MAG AZ
 JK1180'TO TOP OF SMALL KNOLL AND STA SITE.
 JK1180'
 JK1180'STA IS LOC 0.9 MI FROM FOUNTAIN WATER TOWER (WT) AT 280 DEG
 JK1180'MAG AZ, 0.8 MI FROM END OF SANTA FE ST AT 10 DEG MAG AZ, 0.5
 JK1180'MI FROM WATER TOWER (WT) AT 151 DEG MAG AZ, 0.15 MI FROM DRY
 JK1180'POND AT 50 DEG MAG AZ, 0.3 MI FROM SMALL BLDG AT 80 DEG MAG AZ.
 JK1180'
 JK1180'STA IS MARKED BY A STANDARD USC AND GS DISK, STAMPED FOUNTAIN
 JK1180'1949, SET IN A CIRCULAR CONCRETE POST WHICH PROJECTS 0.3 FT
 JK1180'ABOVE GROUND.
 JK1180'
 JK1180'R.M. 1 IS A USGS DISK, STAMPED FOUNTAIN 1, SET IN A CONCRETE POST
 JK1180'ON S SLOPE, PROJECTING 3 INCHES ABOVE GROUND, 25.66 FT AT 129
 JK1180'DEG MAG AZ FROM STA MARK.
 JK1180'
 JK1180'R.M. 2 IS A USGS DISK, STAMPED FOUNTAIN 2, SET IN CONCRETE
 JK1180'FLUSH WITH GROUND, 22.63 FT AT 204 DEG MAG AZ FROM STA MARK.
 JK1180'
 JK1180'AZ MK ON BRG J18N WAS COVERED OVER WITH CONCRETE WHEN RECONSTRUCTED
 JK1180'FOR NEW INTERSTATE 25.
 JK1180'
 JK1180'VIEW FROM TRIPOD HEIGHT IS CLEAR IN ALL DIRECTIONS.
 JK1180'
 JK1180'STA RECOVERED IN GOOD CONDITION ON 30 DEC 70 BY ADE, 4TH ENGR BN.
 JK1180
 JK1180                          STATION RECOVERY (1976)
 JK1180
 JK1180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JK1180'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND ARE IN
 JK1180'GOOD CONDITION.  THE AZIMUTH MARK WAS NOT RECOVERED AND IS BELIEVED
 JK1180'TO HAVE BEEN DESTROYED DURING THE CONSTRUCTION OF INTERSTATE
 JK1180'HIGHWAY 25.  A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 JK1180'
 JK1180'STATION IS A STANDARD STATION MARK DISK, STAMPED FOUNTAIN 1949,
 JK1180'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 6
 JK1180'INCHES.  MARK IS 3 FEET SOUTHEAST OF A METAL WITNESS POST WITH A
 JK1180'METAL SIGN ATTACHED.
 JK1180'
 JK1180'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED FOUNTAIN
 JK1180'1949 NO 1, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 JK1180'ABOUT 3 INCHES.
 JK1180'
 JK1180'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 JK1180'FOUNTAIN 1949 NO 2, SET IN THE TOP OF A SQUARE CONCRETE
 JK1180'MONUMENT FLUSH WITH THE GROUND.
 JK1180'
 JK1180'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED FOUNTAIN
 JK1180'1949 AZ 2 1976, CEMENTED IN A DRILL HOLE, IN THE TOP AND NEAR THE
 JK1180'NORTHWEST END OF A CONCRETE CULVERT HEADWALL.  MARK IS 33 FEET
 JK1180'SOUTHWEST OF THE APPROXI-CENTER OF THE SOUTHBOUND LANE OF
 JK1180'INTERSTATE HIGHWAY 25 AND 5 FEET SOUTHWEST OF A METAL WITNESS
 JK1180'POST WITH A METAL WITNESS SIGN ATTACHED.
 JK1180'
 JK1180'STATION IS REACHED FROM THE INTERSECTION OF MAIN AND OHIO STREETS
 JK1180'IN FOUNTAIN.  GO WEST ON OHIO STREET FOR 0.2 MILE TO SANTA FE
 JK1180'AVENUE.  TURN LEFT, GO SOUTH AND WEST ON SANTA FE AVENUE, ALSO
 JK1180'U.S. HIGHWAY 85 FOR 0.8 MILE TO AN INTERSTATE HIGHWAY 25 OVERPASS.
 JK1180'CONTINUE STRAIGHT AHEAD, WEST ON SURFACED ROAD FOR 0.35 MILE TO
 JK1180'A T-ROAD.  TURN LEFT AND CONTINUE ON SURFACED ROAD, SOUTH AND
 JK1180'WEST FOR 0.4 MILE TO A METAL GATE WITH LOCK ON THE LEFT.  (KEY FOR
 JK1180'GATE CAN BE OBTAINED FROM MR. JACK GINNA AT THE FOUNTAIN MUNICIPAL
 JK1180'OFFICE) TURN LEFT, PASS THRU THE GATE AND GO SOUTHERLY ON A
 JK1180'DIRT ROAD FOR 0.3 MILE TO THE SOUTHWEST CORNER OF A WIRE FENCE
 JK1180'SURROUNDING THE FOUNTAIN MUNICIPAL WATER TANK.  CONTINUE
 JK1180'STRAIGHT AHEAD ON A TRACK ROAD FOR 0.2 MILE.  TURN LEFT AND
 JK1180'GO EASTERLY ACROSS COUNTRY TOWARD THREE TREES FOR 0.8
 JK1180'MILES TO THE SOUTHEAST EDGE OF THE HILL AND STATION, AS
 JK1180'DESCRIBED.
 JK1180'
 JK1180'AZIMUTH MARK IS REACHED FROM THE INTERSTATE HIGHWAY OVERPASS WHICH
 JK1180'WAS MENTIONED ABOVE.  GO SOUTHEAST ON I 25 HIGHWAY FOR 0.8 MILE
 JK1180'TO A HIGHWAY CONCRETE CULVERT AND MARK ON THE RIGHT, AS DESCRIBED.
 JK1180'
 JK1180'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 JK1180'SOUTH OF FOUNTAIN.
 JK1180
 JK1180                          STATION RECOVERY (1988)
 JK1180
 JK1180'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988 (GA)
 JK1180'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5197 ***********************************************************************
 AA5197  DESIGNATION -  FOUR
 AA5197  PID         -  AA5197
 AA5197  STATE/COUNTY-  CO/CLEAR CREEK
 AA5197  USGS QUAD   -  SQUAW PASS (1974)
 AA5197
 AA5197                         *CURRENT SURVEY CONTROL
 AA5197  ___________________________________________________________________
 AA5197* NAD 83(1992)-  39 44 54.72143(N)    105 23 57.33419(W)     ADJUSTED  
 AA5197* NAVD 88     -      2111.5    (meters)    6927.     (feet)  GPS OBS   
 AA5197  ___________________________________________________________________
 AA5197  X           -  -1,304,409.001 (meters)                     COMP
 AA5197  Y           -  -4,735,866.081 (meters)                     COMP
 AA5197  Z           -   4,057,898.859 (meters)                     COMP
 AA5197  LAPLACE CORR-         -15.12  (seconds)                    DEFLEC99
 AA5197  ELLIP HEIGHT-        2097.56  (meters)          (12/03/02) GPS OBS
 AA5197  GEOID HEIGHT-         -13.90  (meters)                     GEOID03
 AA5197
 AA5197  HORZ ORDER  -  FIRST
 AA5197  ELLP ORDER  -  FOURTH    CLASS II
 AA5197
 AA5197.The horizontal coordinates were established by GPS observations
 AA5197.and adjusted by the National Geodetic Survey in May 1995..
 AA5197
 AA5197.The orthometric height was determined by GPS observations and a
 AA5197.high-resolution geoid model.
 AA5197
 AA5197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5197
 AA5197.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5197
 AA5197.The ellipsoidal height was determined by GPS observations
 AA5197.and is referenced to NAD 83.
 AA5197
 AA5197.The geoid height was determined by GEOID03.
 AA5197
 AA5197;                    North         East     Units Scale Factor Converg.
 AA5197;SPC CO C     -   517,413.985   923,035.918   MT  0.99999971   +0 03 48.7
 AA5197;SPC CO C     - 1,697,549.05  3,028,327.01   sFT  0.99999971   +0 03 48.7
 AA5197;UTM  13      - 4,399,923.735   465,794.593   MT  0.99961440   -0 15 19.1
 AA5197
 AA5197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5197!SPC CO C     -   0.99967104  x   0.99999971  =   0.99967075
 AA5197!UTM  13      -   0.99967104  x   0.99961440  =   0.99928556
 AA5197
 AA5197                          SUPERSEDED SURVEY CONTROL
 AA5197
 AA5197  ELLIP H (05/08/95) 2097.60   (m)                       GP(       ) 2 2
 AA5197
 AA5197.Superseded values are not recommended for survey control.
 AA5197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5197.See file dsdata.txt to determine how the superseded data were derived.
 AA5197
 AA5197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD6579599924(NAD 83)
 AA5197_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5197_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA5197_SP_SET: SET IN ABUTMENT OF BRIDGE
 AA5197_STAMPING: FOUR 1992
 AA5197_MARK LOGO: NGS   
 AA5197_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA5197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5197+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999
 AA5197
 AA5197  HISTORY     - Date     Condition        Report By
 AA5197  HISTORY     - 1992     MONUMENTED       NGS
 AA5197  HISTORY     - 19990909 GOOD             LOCSUR
 AA5197
 AA5197                          STATION DESCRIPTION
 AA5197
 AA5197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RSC)
 AA5197'THE STATION WILL BE USED DURING A GPS PROJECT. THE STATION IS
 AA5197'APPROXIMATELY 12 MI (19.3 KM) WEST OF GOLDEN ALONG U.S. HIGHWAY 6 AND
 AA5197'STATE HIGHWAY 119 AT STATE HIGHWAY 119 MILEPOST 0.3 IN THE CENTER OF
 AA5197'SECTION 36, T 3 S, R 72 W, 6TH P.M. OWNERSHIP--COLORADO DEPARTMENT OF
 AA5197'TRANSPORTATION. TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE
 AA5197'EAST JUNCTION OF U.S. HIGHWAY 6 AND STATE HIGHWAY 119, GO NORTH ON
 AA5197'STATE HIGHWAY 119 FOR 0.3 MI (0.5 KM) TO THE STATION ON THE LEFT. THE
 AA5197'STATION IS A BRASS DISK SET FLUSH IN THE NORTH ABUTMENT OF A BRIDGE
 AA5197'OVER NORTH CLEAR CREEK.  IT IS 170.3 FT (51.9 M) NORTH OF THE
 AA5197'NORTHEAST FACE OF TUNNEL NUMBER 4, 34.5 FT (10.5 M) NORTH OF THE
 AA5197'CENTER OF NORTH CLEAR CREEK, 18.7 FT (5.7 M) EAST OF THE CENTER OF
 AA5197'STATE HIGHWAY 119, 2.5 FT (0.8 M) EAST OF A GUARD RAIL, 1.6 FT (0.5 M)
 AA5197'NORTHWEST OF THE NORTHEAST CORNER OF THE ABUTMENT, 4.0 FT (1.2 M)
 AA5197'SOUTH OF A FIBERGLASS NGS WITNESS POST, AND 0.5 FT (15.2 CM) ABOVE
 AA5197'STATE HIGHWAY 119. DESCRIPTION BY K.A. WILLIAMS, CDOT.
 AA5197
 AA5197                          STATION RECOVERY (1999)
 AA5197
 AA5197'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999 (RD)
 AA5197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0754 ***********************************************************************
 KL0754  DESIGNATION -  FOURTEEN
 KL0754  PID         -  KL0754
 KL0754  STATE/COUNTY-  CO/RIO BLANCO
 KL0754  USGS QUAD   -  THIRTEENMILE CREEK (1987)
 KL0754
 KL0754                         *CURRENT SURVEY CONTROL
 KL0754  ___________________________________________________________________
 KL0754* NAD 83(1992)-  39 49 20.70831(N)    107 59 05.05008(W)     ADJUSTED  
 KL0754* NAVD 88     -      2404.0    (meters)    7887.     (feet)  VERTCON   
 KL0754  ___________________________________________________________________
 KL0754  LAPLACE CORR-           8.28  (seconds)                    DEFLEC99
 KL0754  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 KL0754
 KL0754  HORZ ORDER  -  THIRD
 KL0754
 KL0754.The horizontal coordinates were established by classical geodetic methods
 KL0754.and adjusted by the National Geodetic Survey in January 1993..
 KL0754
 KL0754.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0754
 KL0754.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0754
 KL0754.The geoid height was determined by GEOID03.
 KL0754
 KL0754;                    North         East     Units Scale Factor Converg.
 KL0754;SPC CO N     -   362,083.814   701,703.118   MT  0.99998462   -1 36 19.7
 KL0754;SPC CO N     - 1,187,936.65  2,302,170.98   sFT  0.99998462   -1 36 19.7
 KL0754;UTM  13      - 4,412,311.040   244,544.070   MT  1.00040348   -1 54 45.0
 KL0754;UTM  12      - 4,412,398.747   758,069.155   MT  1.00042000   +1 55 55.5
 KL0754
 KL0754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0754!SPC CO N     -   0.99962546  x   0.99998462  =   0.99961008
 KL0754!UTM  13      -   0.99962546  x   1.00040348  =   1.00002879
 KL0754!UTM  12      -   0.99962546  x   1.00042000  =   1.00004530
 KL0754
 KL0754:                Primary Azimuth Mark                     Grid Az
 KL0754:SPC CO N     -  MONUMENT                                 056 53 28.0
 KL0754:UTM  13      -  MONUMENT                                 057 11 53.3
 KL0754:UTM  12      -  MONUMENT                                 053 21 12.8
 KL0754
 KL0754|---------------------------------------------------------------------|
 KL0754| PID    Reference Object                     Distance      Geod. Az  |
 KL0754|                                                           dddmmss.s |
 KL0754| KL0752 MONUMENT                            APPROX. 6.0 KM 0551708.3 |
 KL0754|---------------------------------------------------------------------|
 KL0754
 KL0754                          SUPERSEDED SURVEY CONTROL
 KL0754
 KL0754  NAD 83(1986)-  39 49 20.70240(N)    107 59 05.04330(W) AD(       ) 3
 KL0754  NAD 27      -  39 49 20.79006(N)    107 59 02.77421(W) AD(       ) 3
 KL0754  NGVD 29 (07/19/86) 2402.6    (m)         7883.     (f) VERT ANG       
 KL0754
 KL0754.Superseded values are not recommended for survey control.
 KL0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0754.See file dsdata.txt to determine how the superseded data were derived.
 KL0754
 KL0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBE4454412311(NAD 83)
 KL0754_MARKER: DD = SURVEY DISK
 KL0754_SETTING: 0 = UNSPECIFIED SETTING
 KL0754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0754
 KL0754  HISTORY     - Date     Condition        Report By
 KL0754  HISTORY     - 1950     MONUMENTED       USGS
 KL0754
 KL0754                          STATION DESCRIPTION
 KL0754
 KL0754'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KL0754'TO REACH FROM RIFLE POST OFFICE, GO N. ON STATE HIGHWAY 13 18.1 MI. TO
 KL0754'RIO BLANCO STORE, CONTINUE 6.2 MI. TO RD. ON LEFT, TURN LEFT (W.) AND
 KL0754'GO 0.1 MI. TO GATE, CONTINUE 0.6 MI. TO GATE, CONTINUE 0.6 MI. TO
 KL0754'T-RD., TURN LEFT (S.) KEEPING ON MAIN TRAVELED RD. AND GO 1.0 MI. TO
 KL0754'SADDLE AND RD. FORK AND DIM RD. TO LEFT THROUGH GATE, TURN LEFT (SW.)
 KL0754'GO THROUGH GATE AND FOLLOW RD. 0.6 MI. TO BOTTOM OF DRAW, TURN LEFT
 KL0754'(S.) LEAVING RD. AND GO UP DRAW 0.15 MI. TO FENCE, TURN RIGHT (W.)
 KL0754'GO 0.05 MI. TO TOP OF RIDGE, TURN LEFT (S.) THROUGH FENCE AND GO UP
 KL0754'ALONG RIDGE 0.15 MI. TO STATION.
 KL0754'
 KL0754'STATION MARK--STANDARD TABLET, SET IN CONCRETE MONUMENT, STAMPED
 KL0754'---R-FOURTEEN 1950---.
 KL0754'
 KL0754'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0048 ***********************************************************************
 JK0048  DESIGNATION -  FOWLER
 JK0048  PID         -  JK0048
 JK0048  STATE/COUNTY-  CO/OTERO
 JK0048  USGS QUAD   -  FOWLER (1960)
 JK0048
 JK0048                         *CURRENT SURVEY CONTROL
 JK0048  ___________________________________________________________________
 JK0048* NAD 83(1986)-  38 07 50.     (N)    104 01 24.     (W)     SCALED    
 JK0048* NAVD 88     -      1323.863  (meters)    4343.37   (feet)  ADJUSTED  
 JK0048  ___________________________________________________________________
 JK0048  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 JK0048  DYNAMIC HT  -        1322.522 (meters)    4338.97  (feet)  COMP
 JK0048  MODELED GRAV-     979,570.5   (mgal)                       NAVD 88
 JK0048
 JK0048  VERT ORDER  -  FIRST     CLASS II
 JK0048
 JK0048.The horizontal coordinates were scaled from a topographic map and have
 JK0048.an estimated accuracy of +/- 6 seconds.
 JK0048
 JK0048.The orthometric height was determined by differential leveling
 JK0048.and adjusted by the National Geodetic Survey in June 1991..
 JK0048.WARNING-Repeat measurements at this control monument indicate possible
 JK0048.vertical movement.
 JK0048
 JK0048.The geoid height was determined by GEOID03.
 JK0048
 JK0048.The dynamic height is computed by dividing the NAVD 88
 JK0048.geopotential number by the normal gravity value computed on the
 JK0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0048.degrees latitude (g = 980.6199 gals.).
 JK0048
 JK0048.The modeled gravity was interpolated from observed gravity values.
 JK0048
 JK0048;                    North         East    Units  Estimated Accuracy
 JK0048;SPC CO S     -   468,290.    1,043,860.      MT  (+/- 180 meters Scaled)
 JK0048
 JK0048                          SUPERSEDED SURVEY CONTROL
 JK0048
 JK0048  NGVD 29 (??/??/92) 1323.093  (m)         4340.85   (f) ADJ UNCH    1 2
 JK0048
 JK0048.Superseded values are not recommended for survey control.
 JK0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0048.See file dsdata.txt to determine how the superseded data were derived.
 JK0048
 JK0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC855207(NAD 83)
 JK0048_MARKER: DD = SURVEY DISK
 JK0048_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JK0048_STAMPING: FOWLER 1933
 JK0048_MARK LOGO: CGS   
 JK0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0048+STABILITY: SURFACE MOTION
 JK0048
 JK0048  HISTORY     - Date     Condition        Report By
 JK0048  HISTORY     - 1933     MONUMENTED       LOCSUR
 JK0048  HISTORY     - 1934     GOOD             NGS
 JK0048  HISTORY     - 1935     GOOD             LOCSUR
 JK0048  HISTORY     - 1985     GOOD             NGS
 JK0048
 JK0048                          STATION DESCRIPTION
 JK0048
 JK0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JK0048'AT FOWLER.
 JK0048'AT FOWLER, ON THE SOUTH SIDE OF U.S. HIGHWAY 50, BETWEEN SIXTH
 JK0048'AND MAIN STREETS, IN THE NORTH SIDE OF THE CITY HALL, 1 FOOT EAST
 JK0048'OF THE NORTHWEST CORNER OF THE BUILDING, AND ABOUT 5 FEET ABOVE THE
 JK0048'SIDEWALK.  A STANDARD DISK, STAMPED FOWLER 1933.
 JK0048
 JK0048                          STATION RECOVERY (1935)
 JK0048
 JK0048'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1935
 JK0048'RECOVERED IN GOOD CONDITION.
 JK0048
 JK0048                          STATION RECOVERY (1985)
 JK0048
 JK0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JK0048'RECOVERED IN GOOD CONDITION.  STAMPING NOW READS--FOWLER 1933 4340
 JK0048'4340.248.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0966 ***********************************************************************
 JJ0966  DESIGNATION -  FOWLER
 JJ0966  PID         -  JJ0966
 JJ0966  STATE/COUNTY-  CO/CROWLEY
 JJ0966  USGS QUAD   -  OLNEY SPRINGS (1954)
 JJ0966
 JJ0966                         *CURRENT SURVEY CONTROL
 JJ0966  ___________________________________________________________________
 JJ0966* NAD 83(1992)-  38 09 29.07490(N)    103 59 08.67878(W)     ADJUSTED  
 JJ0966* NAVD 88     -      1388.     (meters)    4554.     (feet)  SCALED    
 JJ0966  ___________________________________________________________________
 JJ0966  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 JJ0966  GEOID HEIGHT-         -20.98  (meters)                     GEOID03
 JJ0966
 JJ0966  HORZ ORDER  -  THIRD
 JJ0966
 JJ0966.The horizontal coordinates were established by classical geodetic methods
 JJ0966.and adjusted by the National Geodetic Survey in January 1993..
 JJ0966
 JJ0966.The orthometric height was scaled from a topographic map.
 JJ0966
 JJ0966.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0966
 JJ0966.The geoid height was determined by GEOID03.
 JJ0966
 JJ0966;                    North         East     Units Scale Factor Converg.
 JJ0966;SPC CO S     -   471,401.006 1,047,105.707   MT  0.99996134   +0 55 43.7
 JJ0966;SPC CO S     - 1,546,588.13  3,435,379.31   sFT  0.99996134   +0 55 43.7
 JJ0966;UTM  13      - 4,223,840.107   588,858.580   MT  0.99969724   +0 37 36.1
 JJ0966
 JJ0966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0966!SPC CO S     -   0.99978558  x   0.99996134  =   0.99974693
 JJ0966!UTM  13      -   0.99978558  x   0.99969724  =   0.99948289
 JJ0966
 JJ0966:                Primary Azimuth Mark                     Grid Az
 JJ0966:SPC CO S     -  MANZANOLA WATER TANK                     118 29 57.0
 JJ0966:UTM  13      -  MANZANOLA WATER TANK                     118 48 04.6
 JJ0966
 JJ0966|---------------------------------------------------------------------|
 JJ0966| PID    Reference Object                     Distance      Geod. Az  |
 JJ0966|                                                           dddmmss.s |
 JJ0966| JJ0961 MANZANOLA WATER TANK                APPROX.11.9 KM 1192540.7 |
 JJ0966| JK1013 FOWLER WATER TANK                   APPROX. 4.8 KM 2234104.3 |
 JJ0966|---------------------------------------------------------------------|
 JJ0966
 JJ0966                          SUPERSEDED SURVEY CONTROL
 JJ0966
 JJ0966  NAD 83(1986)-  38 09 29.05581(N)    103 59 08.67816(W) AD(       ) 3
 JJ0966  NAD 27      -  38 09 29.04354(N)    103 59 06.83195(W) AD(       ) 3
 JJ0966
 JJ0966.Superseded values are not recommended for survey control.
 JJ0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0966.See file dsdata.txt to determine how the superseded data were derived.
 JJ0966
 JJ0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC8885923840(NAD 83)
 JJ0966_MARKER: DD = SURVEY DISK
 JJ0966_SETTING: 0 = UNSPECIFIED SETTING
 JJ0966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0966
 JJ0966  HISTORY     - Date     Condition        Report By
 JJ0966  HISTORY     - 1949     MONUMENTED       USGS
 JJ0966
 JJ0966                          STATION DESCRIPTION
 JJ0966
 JJ0966'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 JJ0966'STATION IS LOCATED ABOUT 2 MI. N. AND 2.5 MI. E. OF FOWLER, IN SEC. 2,
 JJ0966'T 22 S, R 55 W.
 JJ0966'
 JJ0966'TO REACH STATION FROM THE POST OFFICE IN FOWLER, PROCEED N. ALONG
 JJ0966'STATE HIGHWAY 167 AND GRAVEL RD. 3.2 MI. TO PRIVATE RD. E., THENCE
 JJ0966'E. 0.2 MI. TO FORKS, THENCE LEFT THROUGH GATE E. 0.3 MI. TO FENCE
 JJ0966'CORNER, THENCE SOUTHEASTERLY ALONG TRAIL RD. 1.7 MI. TO DIM FORK ON
 JJ0966'RIDGE, THENCE RIGHT 0.5 MI. TO MOST SOUTHEASTERLY TIP OF MESA.
 JJ0966'
 JJ0966'STATION MARK--STANDARD TABLET IN TOP OF CONCRETE POST PROJECTING 2 IN.
 JJ0966'ABOVE GROUND, STAMPED ---FOWLER 1949---.
 JJ0966'
 JJ0966'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET IN TOP OF 6 X 6 IN.
 JJ0966'CONCRETE POST, STAMPED ---FOWLER NO. 1 1949---, 87.08 FT. FROM
 JJ0966'STATION, S 83 DEG 33 MIN E.
 JJ0966'
 JJ0966'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET IN TOP OF 6 X 6 IN.
 JJ0966'CONCRETE POST, STAMPED ---FOWLER NO. 2 1949---, 145.7 FT. FROM
 JJ0966'STATION, S 03 DEG 16 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1013 ***********************************************************************
 JK1013  DESIGNATION -  FOWLER WATER TANK
 JK1013  PID         -  JK1013
 JK1013  STATE/COUNTY-  CO/OTERO
 JK1013  USGS QUAD   -  FOWLER (1960)
 JK1013
 JK1013                         *CURRENT SURVEY CONTROL
 JK1013  ___________________________________________________________________
 JK1013* NAD 83(1992)-  38 07 36.40190(N)    104 01 24.88606(W)     ADJUSTED  
 JK1013* NAVD 88     -      1323.     (meters)    4341.     (feet)  SCALED    
 JK1013  ___________________________________________________________________
 JK1013  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 JK1013  GEOID HEIGHT-         -20.91  (meters)                     GEOID03
 JK1013
 JK1013  HORZ ORDER  -  THIRD
 JK1013
 JK1013.The horizontal coordinates were established by classical geodetic methods
 JK1013.and adjusted by the National Geodetic Survey in January 1993..
 JK1013
 JK1013.The orthometric height was scaled from a topographic map.
 JK1013
 JK1013.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1013
 JK1013.The geoid height was determined by GEOID03.
 JK1013
 JK1013;                    North         East     Units Scale Factor Converg.
 JK1013;SPC CO S     -   467,874.441 1,043,845.139   MT  0.99995840   +0 54 20.2
 JK1013;SPC CO S     - 1,535,018.06  3,424,681.93   sFT  0.99995840   +0 54 20.2
 JK1013;UTM  13      - 4,220,331.736   585,580.316   MT  0.99969020   +0 36 10.4
 JK1013
 JK1013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1013!SPC CO S     -   0.99979577  x   0.99995840  =   0.99975418
 JK1013!UTM  13      -   0.99979577  x   0.99969020  =   0.99948603
 JK1013
 JK1013                          SUPERSEDED SURVEY CONTROL
 JK1013
 JK1013  NAD 83(1986)-  38 07 36.38235(N)    104 01 24.88462(W) AD(       ) 4
 JK1013  NAD 27      -  38 07 36.36100(N)    104 01 23.07800(W) AD(       ) 3
 JK1013
 JK1013.Superseded values are not recommended for survey control.
 JK1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1013.See file dsdata.txt to determine how the superseded data were derived.
 JK1013
 JK1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC8558020332(NAD 83)
 JK1013_MARKER: 53 = ELEVATED TANK
 JK1013
 JK1013  HISTORY     - Date     Condition        Report By
 JK1013  HISTORY     - 1950     FIRST OBSERVED   USGS
 JK1013  HISTORY     - 1952     GOOD             CGS
 JK1013
 JK1013                          STATION DESCRIPTION
 JK1013
 JK1013'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JK1013'STATION INTERSECTED.
 JK1013
 JK1013                          STATION RECOVERY (1952)
 JK1013
 JK1013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LGT)
 JK1013'THE STATION IS THE FOWLER CITY WATER TANK THAT IS LOCATED IN
 JK1013'THE CITY PARK IN THE CENTER OF THE CITY.  IT IS A METAL TANK
 JK1013'PAINTED ALUMINUM COLOR AND MOUNTED ATOP A FOUR LEGGED METAL
 JK1013'TOWER.  IT IS APPROXIMATELY 110 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0552 ***********************************************************************
 HL0552  DESIGNATION -  FOX
 HL0552  PID         -  HL0552
 HL0552  STATE/COUNTY-  CO/MINERAL
 HL0552  USGS QUAD   -  BEAVER CREEK RESERVOIR (1967)
 HL0552
 HL0552                         *CURRENT SURVEY CONTROL
 HL0552  ___________________________________________________________________
 HL0552* NAD 83(1992)-  37 30 22.33747(N)    106 44 37.09151(W)     ADJUSTED  
 HL0552* NAVD 88     -      3516.1    (meters)   11536.     (feet)  VERTCON   
 HL0552  ___________________________________________________________________
 HL0552  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 HL0552  GEOID HEIGHT-         -15.73  (meters)                     GEOID03
 HL0552
 HL0552  HORZ ORDER  -  THIRD
 HL0552
 HL0552.The horizontal coordinates were established by classical geodetic methods
 HL0552.and adjusted by the National Geodetic Survey in January 1993..
 HL0552
 HL0552.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0552
 HL0552.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0552
 HL0552.The geoid height was determined by GEOID03.
 HL0552
 HL0552;                    North         East     Units Scale Factor Converg.
 HL0552;SPC CO S     -   398,707.501   804,449.278   MT  0.99996169   -0 45 46.1
 HL0552;SPC CO S     - 1,308,092.86  2,639,264.01   sFT  0.99996169   -0 45 46.1
 HL0552;UTM  13      - 4,152,457.728   345,886.379   MT  0.99989256   -1 03 42.5
 HL0552
 HL0552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0552!SPC CO S     -   0.99945101  x   0.99996169  =   0.99941272
 HL0552!UTM  13      -   0.99945101  x   0.99989256  =   0.99934363
 HL0552
 HL0552:                Primary Azimuth Mark                     Grid Az
 HL0552:SPC CO S     -  SILVER                                   162 50 24.7
 HL0552:UTM  13      -  SILVER                                   163 08 21.1
 HL0552
 HL0552|---------------------------------------------------------------------|
 HL0552| PID    Reference Object                     Distance      Geod. Az  |
 HL0552|                                                           dddmmss.s |
 HL0552| HL0505 SILVER                              APPROX. 7.8 KM 1620438.6 |
 HL0552|---------------------------------------------------------------------|
 HL0552
 HL0552                          SUPERSEDED SURVEY CONTROL
 HL0552
 HL0552  NAD 83(1986)-  37 30 22.33589(N)    106 44 37.09611(W) AD(       ) 3
 HL0552  NAD 27      -  37 30 22.31392(N)    106 44 34.96002(W) AD(       ) 3
 HL0552  NGVD 29 (07/19/86) 3514.4    (m)        11530.     (f) VERT ANG       
 HL0552
 HL0552.Superseded values are not recommended for survey control.
 HL0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0552.See file dsdata.txt to determine how the superseded data were derived.
 HL0552
 HL0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB4588652458(NAD 83)
 HL0552_MARKER: DD = SURVEY DISK
 HL0552_SETTING: 66 = SET IN ROCK OUTCROP
 HL0552_SP_SET: SET IN ROCK OUTCROP
 HL0552_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0552+STABILITY: POSITION/ELEVATION WELL
 HL0552
 HL0552  HISTORY     - Date     Condition        Report By
 HL0552  HISTORY     - 1954     MONUMENTED       USGS
 HL0552
 HL0552                          STATION DESCRIPTION
 HL0552
 HL0552'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 HL0552'THE STATION IS LOCATED ON THE HIGHEST PART OF FOX MOUNTAIN,
 HL0552'APPROXIMATELY 23.0 MI. AIRLINE NE. OF PAGOSA SPRINGS, AND
 HL0552'APPROXIMATELY 24.0 MI. AIRLINE SW. OF DEL NORTE.
 HL0552'
 HL0552'TO REACH THE STATION FROM THE POST OFFICE IN PAGOSA SPRINGS, GO E.
 HL0552'ON U.S. HIGHWAY 160 FOR 30.4 MI., THENCE RIGHT OFF HIGHWAY ON A
 HL0552'DIRT RD. FOR 2.2 MI. TO A RD. FORK AND END OF TRUCK TRAVEL.  FROM
 HL0552'THIS POINT PACK ENE. FOR APPROXIMATELY 2-1/2 HOURS TO TOP AND
 HL0552'STATION SITE, OR CONTINUE ON LEFT FORK OF RD. FOR 0.7 MI. TO THE
 HL0552'UPPER TUCKER PARK REARING POND, THEN WITH PACK ANIMALS FOLLOW PACK
 HL0552'TRAIL SE. FOR APPROXIMATELY 3.5 MI. TO CAMPO MOLINE, THENCE N. ON
 HL0552'FOX MOUNTAIN TRAIL FOR APPROXIMATELY 4.0 MI. TO TOP OF MOUNTAIN
 HL0552'AND STATION.
 HL0552'
 HL0552'STATION MARK--STANDARD TRIANGULATION TABLET, STAMPED ---FOX 1954---,
 HL0552'CEMENTED IN SOLID ROCK.
 HL0552'
 HL0552'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0571 ***********************************************************************
 LM0571  DESIGNATION -  FPC 1
 LM0571  PID         -  LM0571
 LM0571  STATE/COUNTY-  CO/JACKSON
 LM0571  USGS QUAD   -  INDEPENDENCE MOUNTAIN (1955)
 LM0571
 LM0571                         *CURRENT SURVEY CONTROL
 LM0571  ___________________________________________________________________
 LM0571* NAD 83(1992)-  40 59 12.29766(N)    106 22 56.22946(W)     ADJUSTED  
 LM0571* NAVD 88     -      2439.9    (meters)    8005.     (feet)  VERTCON   
 LM0571  ___________________________________________________________________
 LM0571  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 LM0571  GEOID HEIGHT-         -11.15  (meters)                     GEOID03
 LM0571
 LM0571  HORZ ORDER  -  THIRD
 LM0571
 LM0571.The horizontal coordinates were established by classical geodetic methods
 LM0571.and adjusted by the National Geodetic Survey in January 1997..
 LM0571
 LM0571.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0571
 LM0571.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0571
 LM0571.The geoid height was determined by GEOID03.
 LM0571
 LM0571;                    North         East     Units Scale Factor Converg.
 LM0571;SPC CO N     -   488,760.177   840,153.976   MT  1.00003934   -0 34 12.3
 LM0571;SPC CO N     - 1,603,540.68  2,756,405.17   sFT  1.00003934   -0 34 12.3
 LM0571;UTM  13      - 4,538,206.168   383,722.757   MT  0.99976641   -0 54 24.2
 LM0571
 LM0571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0571!SPC CO N     -   0.99961917  x   1.00003934  =   0.99965850
 LM0571!UTM  13      -   0.99961917  x   0.99976641  =   0.99938567
 LM0571
 LM0571:                Primary Azimuth Mark                     Grid Az
 LM0571:SPC CO N     -  PARKVIEW HILL                            341 18 09.5
 LM0571:UTM  13      -  PARKVIEW HILL                            341 38 21.4
 LM0571
 LM0571|---------------------------------------------------------------------|
 LM0571| PID    Reference Object                     Distance      Geod. Az  |
 LM0571|                                                           dddmmss.s |
 LM0571| MP0540 PARKVIEW HILL                       APPROX. 4.1 KM 3404357.2 |
 LM0571|---------------------------------------------------------------------|
 LM0571
 LM0571                          SUPERSEDED SURVEY CONTROL
 LM0571
 LM0571  NAD 83(1992)-  40 59 12.29508(N)    106 22 56.22931(W) AD(       ) 3
 LM0571  NAD 83(1986)-  40 59 12.29473(N)    106 22 56.22480(W) AD(       ) 3
 LM0571  NAD 27      -  40 59 12.39515(N)    106 22 54.12148(W) AD(       ) 3
 LM0571  NGVD 29 (07/19/86) 2438.6    (m)         8001.     (f) VERT ANG       
 LM0571
 LM0571.Superseded values are not recommended for survey control.
 LM0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0571.See file dsdata.txt to determine how the superseded data were derived.
 LM0571
 LM0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF8372338206(NAD 83)
 LM0571
 LM0571  HISTORY     - Date     Condition        Report By
 LM0571  HISTORY     - 1949     MONUMENTED       USGS
 LM0571  HISTORY     - 1955     GOOD             USGS
 LM0571
 LM0571                          STATION DESCRIPTION
 LM0571
 LM0571'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LM0571'LOCATED NEAR CENTER SECTION 28, T 12 N, R 80 W, 25 FT. N. OF RANGE RD.
 LM0571'AND 510 FT. W. OF CROSSROADS.
 LM0571'
 LM0571'TO REACH FROM COWDREY, COLORADO, GO N. ON COLORADO HIGHWAY 125 3.9
 LM0571'MI. TO HIGHWAY JUNCTION, THENCE LEFT ON HIGHWAY 125 7.6 MI. TO SIDE
 LM0571'RD. AND RIGHT (E.), THENCE RIGHT 0.3 MI. TO POINT ON RD. 510 FT. E.
 LM0571'OF CROSSROAD, STATION IS 25 FT. N. OF CENTERLINE OF RD.
 LM0571'
 LM0571'STATION MARK--STANDARD TABLET IN CONCRETE POST EXTENDING 6 IN. ABOVE
 LM0571'GROUND AND STAMPED ---FPC-1 1949---.
 LM0571'
 LM0571'REFERENCE MARKS ARE 3/4 IN. IRON PIPES EXTENDING 10 IN. ABOVE GROUND.
 LM0571'
 LM0571'REFERENCE MARK NO. 1--74.98 FT. S. OF STATION, N 17 DEG 06 MIN W.
 LM0571'
 LM0571'REFERENCE MARK NO. 2--66.74 FT. E. OF STATION, S 85 DEG 23 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0655 ***********************************************************************
 LK0655  DESIGNATION -  FRAH
 LK0655  PID         -  LK0655
 LK0655  STATE/COUNTY-  CO/LOGAN
 LK0655  USGS QUAD   -  BUFFALO SPRINGS RANCH NW (1984)
 LK0655
 LK0655                         *CURRENT SURVEY CONTROL
 LK0655  ___________________________________________________________________
 LK0655* NAD 83(1992)-  40 27 53.95139(N)    103 13 39.62645(W)     ADJUSTED  
 LK0655* NAVD 88     -      1277.     (meters)    4190.     (feet)  SCALED    
 LK0655  ___________________________________________________________________
 LK0655  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 LK0655  GEOID HEIGHT-         -19.87  (meters)                     GEOID03
 LK0655
 LK0655  HORZ ORDER  -  THIRD
 LK0655
 LK0655.The horizontal coordinates were established by classical geodetic methods
 LK0655.and adjusted by the National Geodetic Survey in January 1993..
 LK0655
 LK0655.The orthometric height was scaled from a topographic map.
 LK0655
 LK0655.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0655
 LK0655.The geoid height was determined by GEOID03.
 LK0655
 LK0655;                    North         East     Units Scale Factor Converg.
 LK0655;SPC CO N     -   432,919.109 1,107,093.865   MT  0.99996382   +1 28 05.6
 LK0655;SPC CO N     - 1,420,335.44  3,632,190.46   sFT  0.99996382   +1 28 05.6
 LK0655;UTM  13      - 4,480,876.722   650,257.893   MT  0.99987792   +1 09 01.5
 LK0655
 LK0655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0655!SPC CO N     -   0.99980290  x   0.99996382  =   0.99976672
 LK0655!UTM  13      -   0.99980290  x   0.99987792  =   0.99968084
 LK0655
 LK0655:                Primary Azimuth Mark                     Grid Az
 LK0655:SPC CO N     -  ANTELOPE                                 008 35 39.4
 LK0655:UTM  13      -  ANTELOPE                                 008 54 43.5
 LK0655
 LK0655|---------------------------------------------------------------------|
 LK0655| PID    Reference Object                     Distance      Geod. Az  |
 LK0655|                                                           dddmmss.s |
 LK0655| LK0654 ANTELOPE                            APPROX. 1.2 KM 0100345.0 |
 LK0655|---------------------------------------------------------------------|
 LK0655
 LK0655                          SUPERSEDED SURVEY CONTROL
 LK0655
 LK0655  NAD 83(1986)-  40 27 53.94367(N)    103 13 39.62598(W) AD(       ) 3
 LK0655  NAD 27      -  40 27 54.02405(N)    103 13 37.87101(W) AD(       ) 3
 LK0655
 LK0655.Superseded values are not recommended for survey control.
 LK0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0655.See file dsdata.txt to determine how the superseded data were derived.
 LK0655
 LK0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE5025880877(NAD 83)
 LK0655
 LK0655  HISTORY     - Date     Condition        Report By
 LK0655  HISTORY     - 1949     MONUMENTED       USGS
 LK0655  HISTORY     - 1963     GOOD             USGS
 LK0655
 LK0655                          STATION DESCRIPTION
 LK0655
 LK0655'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 LK0655'STATION IS LOCATED AT 1/4 CORNER BETWEEN SECS. 19 AND 30, T 6 N,
 LK0655'R 52 W, 125 FT. W. AND 100 FT. S. OF CENTERLINE OF RDS., AT
 LK0655'T-JUNCTION FORMED BY STATE HIGHWAY 63 AND DIM RD. NW., LEADING
 LK0655'TO RANCH HOUSE AND WINDMILL, 75 FT. W. OF FENCE.
 LK0655'
 LK0655'TO REACH FROM AKRON, COLORADO, GO APPROXIMATELY 21.0 MI. N. ALONG
 LK0655'STATE HIGHWAY 63 TO DIM RD. NW., LEADING TO A SMALL RANCH (RANCH
 LK0655'HOUSE IS VISIBLE FROM RD.), THEN PROCEED 135 FT. W. AND 100 FT. S.
 LK0655'OF CENTERLINE OF RD. AT Y-JUNCTION, TO STATION SITE.
 LK0655'
 LK0655'STATION WAS RECOVERED IN GOOD CONDITION.
 LK0655'
 LK0655'STATION MARK--STANDARD TABLET, STAMPED ---FRAH 1949---, SET IN
 LK0655'TOP OF CONCRETE POST, PROJECTING 8 IN. ABOVE GROUND.
 LK0655'
 LK0655'REFERENCE MARK NO. 1--A 1/2 IN. REINFORCING ROD, PROJECTING 5 IN.
 LK0655'ABOVE GROUND, 73.18 FT. NW. OF STATION.
 LK0655'
 LK0655'REFERENCE MARK NO. 2--A 1/2 IN. REINFORCING ROD, PROJECTING 5 IN.
 LK0655'ABOVE GROUND, 59.73 FT. NW. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8632 ***********************************************************************
 AC8632  DESIGNATION -  FRAKES
 AC8632  PID         -  AC8632
 AC8632  STATE/COUNTY-  CO/PITKIN
 AC8632  USGS QUAD   -  MOUNT ELBERT (1979)
 AC8632
 AC8632                         *CURRENT SURVEY CONTROL
 AC8632  ___________________________________________________________________
 AC8632* NAD 83(1992)-  39 04 55.07777(N)    106 22 38.88767(W)     ADJUSTED  
 AC8632* NAVD 88     -      2815.2    (meters)    9236.     (feet)  GPS OBS   
 AC8632  ___________________________________________________________________
 AC8632  X           -  -1,398,477.744 (meters)                     COMP
 AC8632  Y           -  -4,758,527.692 (meters)                     COMP
 AC8632  Z           -   4,001,151.051 (meters)                     COMP
 AC8632  LAPLACE CORR-          -9.05  (seconds)                    DEFLEC99
 AC8632  ELLIP HEIGHT-        2801.95  (meters)          (12/03/02) GPS OBS
 AC8632  GEOID HEIGHT-         -13.24  (meters)                     GEOID03
 AC8632
 AC8632  HORZ ORDER  -  FIRST
 AC8632  ELLP ORDER  -  FOURTH    CLASS II
 AC8632
 AC8632.The horizontal coordinates were established by GPS observations
 AC8632.and adjusted by the National Geodetic Survey in May 1997..
 AC8632
 AC8632.The orthometric height was determined by GPS observations and a
 AC8632.high-resolution geoid model.
 AC8632
 AC8632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8632
 AC8632.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8632
 AC8632.The ellipsoidal height was determined by GPS observations
 AC8632.and is referenced to NAD 83.
 AC8632
 AC8632.The geoid height was determined by GEOID03.
 AC8632
 AC8632;                    North         East     Units Scale Factor Converg.
 AC8632;SPC CO C     -   443,774.432   838,483.683   MT  0.99993596   -0 33 12.3
 AC8632;SPC CO C     - 1,455,949.95  2,750,925.22   sFT  0.99993596   -0 33 12.3
 AC8632;UTM  13      - 4,326,775.489   380,857.921   MT  0.99977478   -0 52 06.6
 AC8632
 AC8632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8632!SPC CO C     -   0.99956058  x   0.99993596  =   0.99949657
 AC8632!UTM  13      -   0.99956058  x   0.99977478  =   0.99933546
 AC8632
 AC8632                          SUPERSEDED SURVEY CONTROL
 AC8632
 AC8632  ELLIP H (05/14/97) 2801.95   (m)                       GP(       ) 3 2
 AC8632
 AC8632.Superseded values are not recommended for survey control.
 AC8632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8632.See file dsdata.txt to determine how the superseded data were derived.
 AC8632
 AC8632_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD8085826775(NAD 83)
 AC8632_MARKER: DH = HORIZONTAL CONTROL DISK
 AC8632_SETTING: 80 = SET IN A BOULDER
 AC8632_STAMPING: FRAKES 1995
 AC8632_MARK LOGO: NGS   
 AC8632_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8632+STABILITY: SURFACE MOTION
 AC8632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8632+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC8632
 AC8632  HISTORY     - Date     Condition        Report By
 AC8632  HISTORY     - 1995     MONUMENTED       NGS
 AC8632
 AC8632                          STATION DESCRIPTION
 AC8632
 AC8632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 AC8632'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) WEST OF BALLTOWN, 4.4 MI
 AC8632'(7.1 KM) SOUTHEAST OF MOUNT ELBERT AND 0.3 MI (0.5 KM) EAST OF TWIN
 AC8632'LAKES, IN THE NORTHWEST 1/4 OF SECTION 19, T 11 S, R 80 W, AT STATE
 AC8632'HIGHWAY 82 MILEPOST 79.1.  OWNERSHIP--U.  S.  FOREST SERVICE. TO REACH
 AC8632'THE STATION FROM THE POST OFFICE AND STORE IN TWIN LAKES ON STATE
 AC8632'HIGHWAY 82, GO EAST ON STATE HIGHWAY 82 FOR 0.3 MI (0.5 KM) TO A SIDE
 AC8632'ROAD RIGHT.  TURN RIGHT, SOUTH FOR 0.1 MI (0.2 KM) TO THE STATION ON
 AC8632'THE RIGHT.  THIS ROAD GOES TO A CAMPING AND FISHING AREA ON THE LAKE.
 AC8632'THE STATION IS A STANDARD DISK SET IN A DRILL HOLE IN A PARTIALLY
 AC8632'EXPOSED BOULDER GRANITE PROJECTING ABOUT 20 CM ABOVE THE GROUND.  THE
 AC8632'BOULDER MEASURES 0.4 M (1.3 FT) BY 0.6 M (2.0 FT) AND IS QUITE HARD.
 AC8632'IT IS 128.3 M (420.9 FT) SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY
 AC8632'82, 13.3 M (43.6 FT) WEST OF A LONE PINE TREE, 11.5 M (37.7 FT)
 AC8632'SOUTHWEST OF THE PAVED CENTER LINE OF A ROAD TO A PARKING AND CAMPING
 AC8632'AREA, 4.9 M (16.1 FT) SOUTHWEST OF A WITNESS POST AND ABOUT 0.6 M (2.0
 AC8632'FT) ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0799 ***********************************************************************
 KL0799  DESIGNATION -  FRASCO
 KL0799  PID         -  KL0799
 KL0799  STATE/COUNTY-  CO/LAKE
 KL0799  USGS QUAD   -  MOUNT MASSIVE (1994)
 KL0799
 KL0799                         *CURRENT SURVEY CONTROL
 KL0799  ___________________________________________________________________
 KL0799* NAD 83(1992)-  39 07 31.65397(N)    106 29 28.17235(W)     ADJUSTED  
 KL0799* NAVD 88     -      4231.4    (meters)   13883.     (feet)  VERTCON   
 KL0799  ___________________________________________________________________
 KL0799  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 KL0799  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 KL0799
 KL0799  HORZ ORDER  -  THIRD
 KL0799
 KL0799.The horizontal coordinates were established by classical geodetic methods
 KL0799.and adjusted by the National Geodetic Survey in January 1993..
 KL0799
 KL0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0799
 KL0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0799
 KL0799.The geoid height was determined by GEOID03.
 KL0799
 KL0799;                    North         East     Units Scale Factor Converg.
 KL0799;SPC CO C     -   448,703.524   828,700.310   MT  0.99993600   -0 37 30.4
 KL0799;SPC CO C     - 1,472,121.48  2,718,827.60   sFT  0.99993600   -0 37 30.4
 KL0799;UTM  13      - 4,331,757.651   371,103.269   MT  0.99980458   -0 56 27.9
 KL0799
 KL0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0799!SPC CO C     -   0.99933860  x   0.99993600  =   0.99927465
 KL0799!UTM  13      -   0.99933860  x   0.99980458  =   0.99914331
 KL0799
 KL0799                          SUPERSEDED SURVEY CONTROL
 KL0799
 KL0799  NAD 83(1986)-  39 07 31.64419(N)    106 29 28.17144(W) AD(       ) 3
 KL0799  NGVD 29 (11/04/91) 4229.4    (m)        13876.     (f) VERT ANG       
 KL0799
 KL0799.Superseded values are not recommended for survey control.
 KL0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0799.See file dsdata.txt to determine how the superseded data were derived.
 KL0799
 KL0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD7110331758(NAD 83)
 KL0799_MARKER: DD = SURVEY DISK
 KL0799_SETTING: 80 = SET IN A BOULDER
 KL0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0799+STABILITY: SURFACE MOTION
 KL0799
 KL0799  HISTORY     - Date     Condition        Report By
 KL0799  HISTORY     - 1959     MONUMENTED       USGS
 KL0799
 KL0799                          STATION DESCRIPTION
 KL0799
 KL0799'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 KL0799'THE STATION IS LOCATED 6.5 MI. WNW. OF TWIN LAKES, COLORADO, 13.75
 KL0799'MI. SW. OF LEADVILLE, COLORADO, AND 2.5 MI. WNW. OF MT. ELBERT, ON A
 KL0799'RIDGE HALFWAY BETWEEN FRENCH PEAK AND CASCO PEAK.
 KL0799'
 KL0799'TO REACH STATION FROM THE POST OFFICE AT LEADVILLE, COLORADO, PROCEED
 KL0799'S. ALONG U.S. HIGHWAY 24 4.8 MI. TO MALTA.  TURN W. ON COLORADO
 KL0799'HIGHWAY 300 FOR 0.8 MI.  TURN LEFT ON HALFMOON CREEK ROAD.  FOLLOW
 KL0799'THE MAIN RD. 4.5 MI. TO A FORK.  TAKE THE LEFT HAND FORK AND CONTINUE
 KL0799'UP HALFMOON CREEK ROAD FOR 4.8 MI. TO A RD. FORK.  TAKE THE LEFT HAND
 KL0799'FORK UP SOUTH HALFMOON CREEK.  CONTINUE ON MAIN RD. UP SOUTH HALFMOON
 KL0799'CREEK FOR 4.1 MI. TO A RD. FORK.  TAKE THE RIGHT HAND RD. AND CONTINUE
 KL0799'PAST AN OLD MINE SHACK FOR 0.7 MI. TO END OF RD.  STATION IS LOCATED
 KL0799'ON HIGH POINT BETWEEN FRENCH PEAK AND CASCO PEAK, ON THE HIGH POINT
 KL0799'50 FT. FROM THE CONFLUENCE OF THREE RIDGES, AND DIRECTLY UP A SMALL
 KL0799'SLIDE ROCK DRAIN.  THIS IS AN HOUR CLIMB FROM THE END OF THE RD.
 KL0799'
 KL0799'STATION MARK--A STANDARD TABLET STAMPED---FRASCO 1959---, CEMENTED
 KL0799'IN A BOULDER ON THE HIGH POINT OF THE RIDGE.
 KL0799'
 KL0799'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0693 ***********************************************************************
 LK0693  DESIGNATION -  FRAZIER
 LK0693  PID         -  LK0693
 LK0693  STATE/COUNTY-  CO/MORGAN
 LK0693  USGS QUAD   -  HUEY RANCH (1984)
 LK0693
 LK0693                         *CURRENT SURVEY CONTROL
 LK0693  ___________________________________________________________________
 LK0693* NAD 83(1992)-  40 03 55.13930(N)    103 42 41.42135(W)     ADJUSTED  
 LK0693* NAVD 88     -      1397.     (meters)    4583.     (feet)  SCALED    
 LK0693  ___________________________________________________________________
 LK0693  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 LK0693  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 LK0693
 LK0693  HORZ ORDER  -  FIRST
 LK0693
 LK0693.The horizontal coordinates were established by classical geodetic methods
 LK0693.and adjusted by the National Geodetic Survey in January 1993..
 LK0693
 LK0693.The orthometric height was scaled from a topographic map.
 LK0693
 LK0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0693
 LK0693.The geoid height was determined by GEOID03.
 LK0693
 LK0693;                    North         East     Units Scale Factor Converg.
 LK0693;SPC CO N     -   387,611.243 1,066,966.485   MT  0.99996206   +1 09 20.2
 LK0693;SPC CO N     - 1,271,687.89  3,500,539.21   sFT  0.99996206   +1 09 20.2
 LK0693;UTM  13      - 4,435,802.091   609,882.209   MT  0.99974864   +0 49 46.0
 LK0693
 LK0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0693!SPC CO N     -   0.99978402  x   0.99996206  =   0.99974609
 LK0693!UTM  13      -   0.99978402  x   0.99974864  =   0.99953272
 LK0693
 LK0693|---------------------------------------------------------------------|
 LK0693| PID    Reference Object                     Distance      Geod. Az  |
 LK0693|                                                           dddmmss.s |
 LK0693| CP8064 FRAZIER RM 2                         12.789 METERS 09115     |
 LK0693| LK0694 FRAZIER AZ MK                       APPROX. 0.8 KM 2165608.5 |
 LK0693| CP8063 FRAZIER RM 1                         17.291 METERS 33718     |
 LK0693|---------------------------------------------------------------------|
 LK0693
 LK0693                          SUPERSEDED SURVEY CONTROL
 LK0693
 LK0693  NAD 83(1986)-  40 03 55.13064(N)    103 42 41.42105(W) AD(       ) 1
 LK0693  NAD 27      -  40 03 55.18700(N)    103 42 39.60500(W) AD(       ) 1
 LK0693
 LK0693.Superseded values are not recommended for survey control.
 LK0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0693.See file dsdata.txt to determine how the superseded data were derived.
 LK0693
 LK0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE0988235802(NAD 83)
 LK0693_MARKER: DS = TRIANGULATION STATION DISK
 LK0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0693
 LK0693  HISTORY     - Date     Condition        Report By
 LK0693  HISTORY     - 1935     MONUMENTED       CGS
 LK0693  HISTORY     - 1977     GOOD             NGS
 LK0693
 LK0693                          STATION DESCRIPTION
 LK0693
 LK0693'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LK0693'STATION LIES 12-1/2 MILES SOUTH AND 4-1/2 MILES EAST OF FORT
 LK0693'MORGAN, ON THE HIGHEST POINT OF A PROMINENT SMALL GROUP OF
 LK0693'SAND HILLS IN PASTURE OWNED BY TOM FRAZIER, 0.5 MILE
 LK0693'NORTH-NORTHEAST OF PLEASANT RIDGE SCHOOL, 75 YARDS SOUTH OF
 LK0693'HALF-SECTION FENCE, 0.3 MILE EAST OF UNIMPROVED
 LK0693'SECTION-LINE ROAD.  STATION MARK PROJECTS 6 INCHES.
 LK0693'
 LK0693'REFERENCE MARK NO. 1 IS NORTHWEST OF STATION,
 LK0693'AND PROJECTS 4 INCHES.
 LK0693'
 LK0693'REFERENCE MARK NO. 2 IS EAST OF STATION, AND PROJECTS
 LK0693'4 INCHES.
 LK0693'
 LK0693'AZIMUTH MARK IS SOUTH-SOUTHWEST OF STATION, IN
 LK0693'NORTHWEST CORNER OF SCHOOLYARD, 1 FOOT NORTHEAST OF FENCE
 LK0693'CORNER, 18 FEET EAST OF CENTER OF SECTION-LINE ROAD, AND
 LK0693'PROJECTS 3 INCHES.
 LK0693'
 LK0693'ALL OBJECTS ARE VISIBLE FROM GROUND EXCEPT AZIMUTH MARK,
 LK0693'WHICH MAY BE SEEN WITH THE AID OF A TARGET.  A 4-FOOT STAND
 LK0693'WAS USED.
 LK0693'
 LK0693'STATION IS REACHED FROM STANDPIPE IN FORT MORGAN BY DRIVING
 LK0693'EAST 6 BLOCKS TO END OF STREET, TURN RIGHT (SOUTH) ACROSS
 LK0693'TRACKS AND DRIVE 9.0 MILES ON GRAVELED ROAD, TURN LEFT (EAST)
 LK0693'ON PLAIN ROAD 1.0 MILE, TURN RIGHT (SOUTH) 1.8 MILES, TURN
 LK0693'LEFT (EAST) AT CREEK BANK AND GO 3.0 MILES, TURN RIGHT (SOUTH)
 LK0693'1.5 MILES, AT A POINT 1/2 MILE NORTH OF A SCHOOLHOUSE AND 100
 LK0693'FEET SOUTH OF FENCE T-INTERSECTION LEAVE ROAD TURNING LEFT
 LK0693'(EAST) ACROSS FENCE AND DRIVE 0.3 MILE TO HIGHEST POINT OF
 LK0693'HILL AND STATION.
 LK0693
 LK0693                          STATION RECOVERY (1977)
 LK0693
 LK0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LK0693'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE AND
 LK0693'DIRECTION TO MARKS CHECKED FAIRLY WELL.  LOCATION OF STATION IS
 LK0693'STILL ADEQUATE BUT A NEW ROUTE TO STATION FOLLOWS.
 LK0693'
 LK0693'STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAY 52 AND U.S.
 LK0693'HIGHWAY 34 (MAIN STREET AND PLATTE AVENUE INTERSECTION) IN FORT
 LK0693'MORGAN.  GO EAST ON HIGHWAY 34 (PLATTE AVENUE) FOR 0.5 MILE TO
 LK0693'SHERMAN STREET.  TURN RIGHT AND GO SOUTH ON SHERMAN STREET AND COUNTY
 LK0693'ROAD 19 FOR 9.6 MILES TO COUNTY ROAD 1 (GRAVELED CROSSROAD).
 LK0693'TURN LEFT AND GO EAST ON COUNTY ROAD 1 FOR 1.0 MILE TO COUNTY
 LK0693'ROAD 20.  TURN RIGHT AND GO SOUTH ON COUNTY ROAD 20 FOR 4.0 MILES
 LK0693'TO COUNTY ROAD E.  TURN LEFT AND GO EAST ON COUNTY ROAD E FOR
 LK0693'3.05 MILES TO A CATTLE GUARD ACROSS ROAD AND TWO WIRE GATES ON THE
 LK0693'LEFT.  TURN LEFT, PASS THROUGH EITHER 1 OF 2 GATES AND GO
 LK0693'NORTHERLY FOR ABOUT 0.05 MILE TO A WIRE GATE IN NORTH-SOUTH FENCE
 LK0693'LINE AND AZIMUTH MARK ON LEFT, WEST SIDE OF THE FENCE LINE, AS
 LK0693'DESCRIBED.  CONTINUE IN A NORTH-NORTHEAST DIRECTION ACROSS COUNTRY
 LK0693'FOR 0.5 MILE TO TOP OF A HILL AND STATION, AS DESCRIBED.
 LK0693'
 LK0693'STATION IS A STANDARD STATION MARK DISK, STAMPED FRAZIER 1935, SET
 LK0693'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 10 INCHES.
 LK0693'MARK IS 2.1 FEET WEST OF A METAL WITNESS POST.
 LK0693'
 LK0693'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED
 LK0693'FRAZIER NO 1 1935, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 LK0693'PROJECTING ABOUT 6 INCHES.
 LK0693'
 LK0693'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED FRAZIER
 LK0693'NO 2 1935, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 LK0693'ABOUT 3 INCHES.
 LK0693'
 LK0693'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED FRAZIER
 LK0693'AZIMUTH 1935, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH
 LK0693'WITH THE GROUND.  MARK IS 30 FEET SOUTH OF THE SOUTH WOOD GATE
 LK0693'POSTS OF WIRE GATE IN NORTH-SOUTH FENCE LINE, 4 FEET WEST OF THE
 LK0693'NORTH-SOUTH FENCE LINE AND 1.9 FEET WEST OF A METAL WITNESS
 LK0693'POST WITH A METAL WITNESS SIGN ATTACHED.
 LK0693'
 LK0693'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12-3/4 MILES SSE
 LK0693'OF FT. MORGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0458 ***********************************************************************
 HL0458  DESIGNATION -  FRECH
 HL0458  PID         -  HL0458
 HL0458  STATE/COUNTY-  CO/RIO GRANDE
 HL0458  USGS QUAD   -  HOMELAKE (1966)
 HL0458
 HL0458                         *CURRENT SURVEY CONTROL
 HL0458  ___________________________________________________________________
 HL0458* NAD 83(1992)-  37 33 01.66243(N)    106 04 23.82825(W)     ADJUSTED  
 HL0458* NAVD 88     -      2324.3    (meters)    7626.     (feet)  VERTCON   
 HL0458  ___________________________________________________________________
 HL0458  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 HL0458  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 HL0458
 HL0458  HORZ ORDER  -  FIRST
 HL0458
 HL0458.The horizontal coordinates were established by classical geodetic methods
 HL0458.and adjusted by the National Geodetic Survey in January 1993..
 HL0458
 HL0458.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0458
 HL0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0458
 HL0458.The geoid height was determined by GEOID03.
 HL0458
 HL0458;                    North         East     Units Scale Factor Converg.
 HL0458;SPC CO S     -   403,042.770   863,745.393   MT  0.99995759   -0 21 05.9
 HL0458;SPC CO S     - 1,322,316.15  2,833,804.68   sFT  0.99995759   -0 21 05.9
 HL0458;UTM  13      - 4,156,480.944   405,194.642   MT  0.99971071   -0 39 15.0
 HL0458
 HL0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0458!SPC CO S     -   0.99963800  x   0.99995759  =   0.99959561
 HL0458!UTM  13      -   0.99963800  x   0.99971071  =   0.99934882
 HL0458
 HL0458|---------------------------------------------------------------------|
 HL0458| PID    Reference Object                     Distance      Geod. Az  |
 HL0458|                                                           dddmmss.s |
 HL0458| CM6433 FRECH RM 1                           27.719 METERS 02851     |
 HL0458| HK0535 ALAMOSA MUNICIPAL TANK              APPROX.20.3 KM 1174502.2 |
 HL0458| CM6434 FRECH RM 2                           28.521 METERS 29352     |
 HL0458| CM6432 FRECH AZ MK                                        3003040.2 |
 HL0458| HL0459 COLO STA SOLDIER SAILOR HME TK      APPROX. 3.5 KM 3235914.3 |
 HL0458|---------------------------------------------------------------------|
 HL0458
 HL0458                          SUPERSEDED SURVEY CONTROL
 HL0458
 HL0458  NAD 83(1986)-  37 33 01.66315(N)    106 04 23.83860(W) AD(       ) 1
 HL0458  NAD 27      -  37 33 01.65200(N)    106 04 21.74500(W) AD(       ) 1
 HL0458  NGVD 29 (07/19/86) 2323.0    (m)         7621.     (f) VERT ANG       
 HL0458
 HL0458.Superseded values are not recommended for survey control.
 HL0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0458.See file dsdata.txt to determine how the superseded data were derived.
 HL0458
 HL0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB0519556481(NAD 83)
 HL0458_MARKER: DS = TRIANGULATION STATION DISK
 HL0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0458
 HL0458  HISTORY     - Date     Condition        Report By
 HL0458  HISTORY     - 1935     MONUMENTED       CGS
 HL0458  HISTORY     - 1962     SEE DESCRIPTION  USGS
 HL0458  HISTORY     - 1970     SEE DESCRIPTION  NGS
 HL0458
 HL0458                          STATION DESCRIPTION
 HL0458
 HL0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 HL0458'STATION IS 4 MILES E AND 2 MILES S OF THE TOWN OF MONTE VISTA,
 HL0458'COLORADO, IN THE GRASSY RIGHT-OF-WAY OF THE D. AND R.G.W. RAILROAD,
 HL0458'ON THE S SIDE OF THE TRACKS.  IT IS S OF U.S. HIGHWAY 160.
 HL0458'
 HL0458'STATION MARK LIES 145 YARDS E BY S OF THE E GATEPOST OF A
 HL0458'LARGE WHITE SLAT GATE IN THE S RAILROAD RIGHT-OF-WAY FENCE
 HL0458'(GATE IS THE ENTRANCE TO MR. FRECHS FARM).  IT IS 10-1/2
 HL0458'FEET NNE OF THE S RAILROAD RIGHT-OF-WAY FENCE, AND 40 FEET
 HL0458'SSW OF THE S RAIL OF THE D. AND R.G.W. RAILROAD TRACKS.  THE
 HL0458'MARK PROJECTS 6 INCHES.
 HL0458'
 HL0458'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HL0458'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 HL0458'
 HL0458'REFERENCE MARK NO. 1 LIES NNE OF THE STATION.  IT IS 46.1
 HL0458'FEET NNE OF THE N RAIL OF THE D. AND R.G.W. RAILROAD TRACK,
 HL0458'AND 33 FEET SSW OF THE CENTER LINE OF U.S. HIGHWAY 160, AND
 HL0458'PROJECTS 6 INCHES.
 HL0458'
 HL0458'REFERENCE MARK NO. 2 LIES W BY N OF THE STATION.  IT IS 46-1/2
 HL0458'FEET SSW OF THE S RAIL OF THE D. AND R.G.W. RAILROAD TRACK,
 HL0458'AND 317 FEET NNE OF THE S RAILROAD RIGHT-OF-WAY FENCE.  THE
 HL0458'MARK PROJECTS 8 INCHES.
 HL0458'
 HL0458'THE AZIMUTH MARK LIES W BY NW OF THE STATION.  IT IS 31 FEET
 HL0458'SSW OF THE CENTER LINE OF U.S. HIGHWAY 160, 47.9 FEET NNE OF
 HL0458'THE N RAIL OF THE D. AND R.G.W. RAILROAD TRACK, AND 36-1/2
 HL0458'FEET NE OF A 10- BY 10-INCH RAILROAD SECTION POST, INSCRIBED
 HL0458'SEC. C1 AND SEC. C2 ON THE SE AND SW FACES RESPECTIVELY.  THE
 HL0458'MARK PROJECTS 8 INCHES.
 HL0458'
 HL0458'TO REACH THE STATION FROM THE TOWN HALL IN MONTE VISTA, COLORADO,
 HL0458'DRIVE E AND SE ON U.S. HIGHWAY 160 FOR 4.4 MILES TO A GRADED
 HL0458'CROSS ROAD.  TURN RIGHT ACROSS THE TRACKS AND DRIVE 0.1 MILE
 HL0458'ALONG THE S SIDE TO THE STATION.
 HL0458'
 HL0458'A 35-FOOT STAND CLEARS ALL LINES.
 HL0458
 HL0458                          STATION RECOVERY (1962)
 HL0458
 HL0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 HL0458'STATION MARK, UNDERGROUND MARK, AZIMUTH MARK AND REFERENCE
 HL0458'MARK NO. 2 WERE DESTROYED BY CONSTRUCTION OF PIPELINE.
 HL0458'
 HL0458'REFERENCE MARK NO. 1 WAS RECOVERED IN GOOD CONDITION.
 HL0458
 HL0458                          STATION RECOVERY (1970)
 HL0458
 HL0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 HL0458'THE STATION WAS DISTROYED DURING CONSTRUCTION OF A PIPE LINE.
 HL0458'THE UNDERGROUND STATION MARK WAS FOUND LAYING IN A FENCE LINE,
 HL0458'REFERENCE MARK 1 WAS SENT TO THE KANSAS CITY OFFICE, THE AZIMUTH
 HL0458'MARK WAS FOUND DISTRUBED AND REFERENCE MARK 2 WAS NOT RECOVERED.
 HL0458'
 HL0458'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 HL0458'SOUTHEAST OF MONTE VISTA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1977 ***********************************************************************
 KK1977  DESIGNATION -  FREEMAN PK
 KK1977  PID         -  KK1977
 KK1977  STATE/COUNTY-  CO/JEFFERSON
 KK1977  USGS QUAD   -  GREEN MOUNTAIN (1984)
 KK1977
 KK1977                         *CURRENT SURVEY CONTROL
 KK1977  ___________________________________________________________________
 KK1977* NAD 83(1992)-  39 16 32.03083(N)    105 22 04.82238(W)     ADJUSTED  
 KK1977* NAVD 88     -      3533.4    (meters)   11592.     (feet)  VERTCON   
 KK1977  ___________________________________________________________________
 KK1977  LAPLACE CORR-         -16.15  (seconds)                    DEFLEC99
 KK1977  GEOID HEIGHT-         -13.88  (meters)                     GEOID03
 KK1977
 KK1977  HORZ ORDER  -  FIRST
 KK1977
 KK1977.The horizontal coordinates were established by classical geodetic methods
 KK1977.and adjusted by the National Geodetic Survey in January 1993..
 KK1977
 KK1977.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1977
 KK1977.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1977
 KK1977.The geoid height was determined by GEOID03.
 KK1977
 KK1977;                    North         East     Units Scale Factor Converg.
 KK1977;SPC CO C     -   464,907.759   925,790.810   MT  0.99994054   +0 04 59.7
 KK1977;SPC CO C     - 1,525,284.87  3,037,365.35   sFT  0.99994054   +0 04 59.7
 KK1977;UTM  13      - 4,347,421.488   468,257.627   MT  0.99961241   -0 13 58.7
 KK1977
 KK1977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1977!SPC CO C     -   0.99944812  x   0.99994054  =   0.99938870
 KK1977!UTM  13      -   0.99944812  x   0.99961241  =   0.99906075
 KK1977
 KK1977|---------------------------------------------------------------------|
 KK1977| PID    Reference Object                     Distance      Geod. Az  |
 KK1977|                                                           dddmmss.s |
 KK1977| CP8065 FREEMAN PK RM 1                       6.480 METERS 03944     |
 KK1977| CP8066 FREEMAN PK RM 2                       8.922 METERS 12315     |
 KK1977| CP7488 10 AV                                              1562433.4 |
 KK1977| KK1986 NORTH TARRYALL PK                   APPROX.21.3 KM 2805856.3 |
 KK1977|---------------------------------------------------------------------|
 KK1977
 KK1977                          SUPERSEDED SURVEY CONTROL
 KK1977
 KK1977  NAD 83(1986)-  39 16 32.02586(N)    105 22 04.82505(W) AD(       ) 1
 KK1977  NAD 27      -  39 16 32.06300(N)    105 22 02.83400(W) AD(       ) 1
 KK1977  NGVD 29 (07/19/86) 3532.0    (m)        11588.     (f) VERT ANG       
 KK1977
 KK1977.Superseded values are not recommended for survey control.
 KK1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1977.See file dsdata.txt to determine how the superseded data were derived.
 KK1977
 KK1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD6825847421(NAD 83)
 KK1977_MARKER: DS = TRIANGULATION STATION DISK
 KK1977_SETTING: 80 = SET IN A BOULDER
 KK1977_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KK1977
 KK1977  HISTORY     - Date     Condition        Report By
 KK1977  HISTORY     - 1953     MONUMENTED       CGS
 KK1977  HISTORY     - 1977     GOOD             NGS
 KK1977
 KK1977                          STATION DESCRIPTION
 KK1977
 KK1977'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KK1977'THE STATION IS LOCATED ON THE SUMMIT OF FREEMAN PEAK, A VERY
 KK1977'PROMINENT TWO-POINTED PEAK WITH TIMBER ON THE NORTH SLOPE AND
 KK1977'BARE TO THE SOUTH, ABOUT 11 MILES SOUTH-SOUTHEAST OF BAILEY, ABOUT
 KK1977'3 MILES SOUTH OF WELLINGTON LAKE, ABOUT 12 MILES NORTH-NORTHEAST
 KK1977'OF TARRYALL AND ABOUT 20 MILES NORTH OF LAKE GEORGE.  IT IS
 KK1977'ON THE MOST WESTERLY OF THE TWO POINTS, 9 FEET SOUTH OF A CAIRN
 KK1977'AND 7 FEET NORTH OF A POINT WHERE THE MOUNTAIN DROPS SHARPLY
 KK1977'TO THE SOUTH.  IT IS STAMPED FREEMAN PK 1953 AND IS SET FLUSH
 KK1977'IN A LARGE FLAT BOULDER.
 KK1977'
 KK1977'R.M. NO. 1 IS 15 FEET NORTHEAST OF A CAIRN WITH A POLE IN ITS
 KK1977'CENTER, 10 FEET SOUTH OF A POINT WHERE THE MOUNTAIN DROPS OFF
 KK1977'TO THE NORTH AND 2 FEET ABOVE THE STATION ELEVATION.  IT IS
 KK1977'STAMPED FREEMAN PK NO 1 1953 AND IS SET FLUSH IN A BOULDER.
 KK1977'
 KK1977'R.M. NO. 2 IS 21 FEET NORTHEAST OF A POINT WHERE THE MOUNTAIN
 KK1977'DROPS OFF SHARPLY TO THE SOUTHWEST AND 13 FEET SOUTHWEST OF
 KK1977'A POINT WHERE THE MOUNTAIN DROPS OFF TO THE NORTHEAST.  IT IS
 KK1977'STAMPED FREEMAN PK NO 2 1953 AND IS SET FLUSH IN A VERY LARGE
 KK1977'FLAT BOULDER.
 KK1977'
 KK1977'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 34.15 FEET.
 KK1977'
 KK1977'THE AZIMUTH MARK IS A U.S.G.S. BENCH MARK, LOCATED 53 FEET
 KK1977'SOUTH OF THE SOUTHEAST CORNER OF A BARN AND 26 FEET WEST OF
 KK1977'THE CENTER OF A GRAVELED ROAD.  IT IS STAMPED 10 AV 1948 AND
 KK1977'IS SET FLUSH IN A LARGE LONE BOULDER.
 KK1977'
 KK1977'TO REACH THE STATION FROM DECKERS AND THE BRIDGE THAT CROSSES
 KK1977'THE SOUTH PLATTE RIVER GO WEST ON STATE HIGHWAY 126 FOR 2.75
 KK1977'MILES TO A SIDE ROAD LEFT AND SIGN GRAHAMS LOST VALLEY RANCH,
 KK1977'TURN LEFT AND GO 2.1 MILES TO A T-ROAD JUNCTION, TURN RIGHT AND
 KK1977'GO 1.1 MILE TO A FORK, TAKE THE RIGHT FORK AND GO 3.1 MILES TO
 KK1977'A HOUSE AND BARN ON THE LEFT, (AZIMUTH MARK ON THE LEFT AS
 KK1977'DESCRIBED).  FROM THE AZIMUTH MARK THE STATION IS VISIBLE TO
 KK1977'THE NORTHWEST AS BEING ON THE WESTERNMOST OF THE TWO ROCKY
 KK1977'POINTS OF FREEMAN PEAK, CONTINUE NORTHERLY FOR 0.4 MILE TO THE
 KK1977'FLYING G RANCH ON THE LEFT, CONTINUE AHEAD FOR 1.1 MILES TO A
 KK1977'T-ROAD LEFT, THENCE AHEAD FOR 1.1 MILES TO A T-ROAD LEFT AND
 KK1977'SIGN DREAM VALLEY RANCH, CONTINUE AHEAD FOR 3.2 MILES TO
 KK1977'THE TOP OF A RISE AND A TRIANGLE BLAZED PINE TREE ON THE LEFT
 KK1977'WITH WHITE PAINT MARKINGS OF U.E. 8562.6.  THIS IS THE END
 KK1977'OF TRUCK TRAVEL.  FROM THIS POINT PACK UP THROUGH THE TIMBER
 KK1977'WEST-SOUTHWEST FOR ABOUT 1 MILE TO A LARGE ROCK OUTCROP AND
 KK1977'A CANYON ON THE EAST SIDE OF THE OUTCROP, HERE BEAR SLIGHTLY
 KK1977'TO THE LEFT AND FOLLOW THE HIGH GROUND TO THE TOP OF A
 KK1977'TIMBERED PEAK AND A LEVEL AREA.  ON THE SOUTH SIDE OF THE
 KK1977'TIMBERED AREA IS A TRIANGLE BLAZED PINE TREE AND THE
 KK1977'STATION IS VISIBLE TO THE SOUTHWEST ABOUT 1 MILE, BEING ON
 KK1977'THE MOST WESTERLY OF TWO ROCKY POINTS, HERE CONTINUE AHEAD,
 KK1977'SOUTH, KEEPING TO THE HIGH GROUND TO THE TOP OF THE STATION
 KK1977'RIDGE, BEAR RIGHT UP THE RIDGE FOR ABOUT 1/2 MILE TO THE
 KK1977'HIGHEST POINT AND THE STATION AS DESCRIBED.  THIS IS A 6
 KK1977'HOUR PACK.
 KK1977
 KK1977                          STATION RECOVERY (1977)
 KK1977
 KK1977'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1977'THE STATION MARK, AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 KK1977'GOOD CONDITION.  BENCH MARK 10 AV USGS, USED AS THE AZIMUTH
 KK1977'MARK, WAS NOT VISITED.  THE DIRECTION BETWEEN THE REFERENCE
 KK1977'MARKS CHECKED PREVIOUS DATA.  THE DISTANCE TO REFERENCE MARK 1
 KK1977'CHECKED BUT A SHORTER MEASUREMENT OF 0.005 METER WAS NOTED TO
 KK1977'REFERENCE MARK 2.  A NEW DESCRIPTION FOLLOWS.
 KK1977'
 KK1977'THE STATION IS LOCATED IN THE PIKE NATIONAL FOREST, 4-3/4
 KK1977'MILES NORTH-NORTHEAST OF THE JUNCTION CORNER OF JEFFERSON,
 KK1977'PARK AND TELLER COUNTIES, 3 MILES SOUTH OF WELLINGTON LAKE, 8
 KK1977'MILES WEST-SOUTHWEST OF DECKERS, ON THE EAST END OF THE WEST
 KK1977'1 OF 2 PEAKS.
 KK1977'
 KK1977'THE STATION WAS REACHED BY HELICOPTER FROM THE JEFFERSON
 KK1977'COUNTY MAINTAINANCE YARD IN GOLDEN BY FLYING SOUTH-SOUTHWEST
 KK1977'FOR 33 MILES TO A OPEN RIDGE ON THE EAST SIDE OF FREEMAN PEAK,
 KK1977'ABOUT 1/4 MILE EAST OF THE EAST PEAK.  PACK SOUTHWEST ACROSS
 KK1977'CLEARING, KEEPING TO HIGH GROUND, THEN INTO WOODS UPHILL UNTIL
 KK1977'REACHING THE BASE OF A LARGE ROCK AREA.  PACK WEST ALONG ROCKY
 KK1977'BASE FOR 0.1 MILE TO THE VEE FORMED BY THE TWO PEAKS.  BEAR
 KK1977'LEFT, UPHILL THROUGH ROCKS TO THE WEST PEAK AND STATION.  A
 KK1977'30 MINUTE PACK WITH LOAD.
 KK1977'
 KK1977'STATION MARK, STAMPED---FREEMAN PK 1953---, IS CEMENTED IN A
 KK1977'DRILL HOLE IN A BOULDER THAT IS ABOUT 4 FEET LOWER THAN THE
 KK1977'HIGHEST POINT.  (THIS POINT IS SURROUNDED BY HIGHER BOULDERS
 KK1977'TO THE NORTH AND WEST.) IT IS 40 FEET WEST OF THE EAST END OF
 KK1977'THE PEAK, 10 FEET SOUTHEAST OF THE HIGHEST POINT AND 4 FEET
 KK1977'NORTH OF THE SOUTH EDGE.
 KK1977'
 KK1977'REFERENCE MARK 1, STAMPED---FREEMAN PK NO 1 1953---, IS
 KK1977'CEMENTED IN A DRILL HOLE IN A FLAT BOULDER.
 KK1977'IT IS 10 FEET SOUTH OF THE NORTH SIDE OF THE PEAK AND 3 FEET
 KK1977'BELOW THE STATION MARK.
 KK1977'
 KK1977'REFERENCE MARK 2, STAMPED---FREEMAN PK NO 2 1953---, IS
 KK1977'CEMENTED IN A DRILL HOLE IN A LARGE FLAT BOULDER.  IT IS 20
 KK1977'FEET NORTHEAST OF A SHARP DROPOFF AND 2 FEET LOWER THAN THE
 KK1977'STATION MARK.
 KK1977'
 KK1977'NO AZIMUTH MARK SET AT THIS TIME.
 KK1977'A 6 FOOT STAND IS MINIMUM HEIGHT FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7426 ***********************************************************************
 DG7426  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG7426  DESIGNATION -  FREEMONTAPCO2004 CORS ARP
 DG7426  CORS_ID     -  P037
 DG7426  PID         -  DG7426
 DG7426  STATE/COUNTY-  CO/FREMONT
 DG7426  USGS QUAD   -  FLORENCE (1975)
 DG7426
 DG7426                         *CURRENT SURVEY CONTROL
 DG7426  ___________________________________________________________________
 DG7426* NAD 83(CORS)-  38 25 18.29373(N)    105 06 16.81926(W)     ADJUSTED  
 DG7426* NAVD 88     -                                                        
 DG7426  ___________________________________________________________________
 DG7426  EPOCH DATE  -        2002.00
 DG7426  X           -  -1,304,151.218 (meters)                     COMP
 DG7426  Y           -  -4,831,832.728 (meters)                     COMP
 DG7426  Z           -   3,943,233.062 (meters)                     COMP
 DG7426  ELLIP HEIGHT-        1617.79  (meters)          (10/??/04) GPS OBS
 DG7426  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 DG7426
 DG7426  HORZ ORDER  -  SPECIAL (CORS)
 DG7426  ELLP ORDER  -  SPECIAL (CORS)
 DG7426
 DG7426.ITRF positions are available for this station.
 DG7426.The coordinates were established by GPS observations
 DG7426.and adjusted by the National Geodetic Survey in October 2004..
 DG7426.The coordinates are valid at the epoch date displayed above.
 DG7426.The epoch date for horizontal control is a decimal equivalence
 DG7426.of Year/Month/Day.
 DG7426
 DG7426
 DG7426.The PID for the CORS L1 Phase Center is DG7427.
 DG7426
 DG7426.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG7426
 DG7426.The ellipsoidal height was determined by GPS observations
 DG7426.and is referenced to NAD 83.
 DG7426
 DG7426.The geoid height was determined by GEOID03.
 DG7426
 DG7426;                    North         East     Units Scale Factor Converg.
 DG7426;SPC CO C     -   370,194.573   948,924.747   MT  1.00000567   +0 14 57.6
 DG7426;SPC CO C     - 1,214,546.69  3,113,263.94   sFT  1.00000567   +0 14 57.6
 DG7426
 DG7426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7426!SPC CO C     -   0.99974622  x   1.00000567  =   0.99975189
 DG7426
 DG7426                          SUPERSEDED SURVEY CONTROL
 DG7426
 DG7426.No superseded survey control is available for this station.
 DG7426
 DG7426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC9086352616(NAD 83)
 DG7426_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG7426
 DG7426                          STATION DESCRIPTION
 DG7426
 DG7426'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG7426'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG7426'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG7426'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG7426'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG7426'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7427 ***********************************************************************
 DG7427  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG7427  DESIGNATION -  FREEMONTAPCO2004 CORS L1 PHASE CENTER
 DG7427  CORS_ID     -  P037
 DG7427  PID         -  DG7427
 DG7427  STATE/COUNTY-  CO/FREMONT
 DG7427  USGS QUAD   -  FLORENCE (1975)
 DG7427
 DG7427                         *CURRENT SURVEY CONTROL
 DG7427  ___________________________________________________________________
 DG7427* NAD 83(CORS)-  38 25 18.29377(N)    105 06 16.81924(W)     ADJUSTED  
 DG7427* NAVD 88     -                                                        
 DG7427  ___________________________________________________________________
 DG7427  EPOCH DATE  -        2002.00
 DG7427  X           -  -1,304,151.240 (meters)                     COMP
 DG7427  Y           -  -4,831,832.811 (meters)                     COMP
 DG7427  Z           -   3,943,233.132 (meters)                     COMP
 DG7427  ELLIP HEIGHT-        1617.90  (meters)          (10/??/04) GPS OBS
 DG7427  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 DG7427
 DG7427  HORZ ORDER  -  SPECIAL (CORS)
 DG7427  ELLP ORDER  -  SPECIAL (CORS)
 DG7427
 DG7427.ITRF positions are available for this station.
 DG7427.The coordinates were established by GPS observations
 DG7427.and adjusted by the National Geodetic Survey in October 2004..
 DG7427.The coordinates are valid at the epoch date displayed above.
 DG7427.The epoch date for horizontal control is a decimal equivalence
 DG7427.of Year/Month/Day.
 DG7427
 DG7427
 DG7427.The PID for the CORS ARP is DG7426.
 DG7427
 DG7427.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG7427
 DG7427.The ellipsoidal height was determined by GPS observations
 DG7427.and is referenced to NAD 83.
 DG7427
 DG7427.The geoid height was determined by GEOID03.
 DG7427
 DG7427;                    North         East     Units Scale Factor Converg.
 DG7427;SPC CO C     -   370,194.574   948,924.748   MT  1.00000567   +0 14 57.6
 DG7427;SPC CO C     - 1,214,546.70  3,113,263.94   sFT  1.00000567   +0 14 57.6
 DG7427
 DG7427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7427!SPC CO C     -   0.99974621  x   1.00000567  =   0.99975187
 DG7427
 DG7427                          SUPERSEDED SURVEY CONTROL
 DG7427
 DG7427.No superseded survey control is available for this station.
 DG7427
 DG7427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC9086352616(NAD 83)
 DG7427_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG7427
 DG7427                          STATION DESCRIPTION
 DG7427
 DG7427'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG7427'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG7427'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG7427'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG7427'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG7427'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7428 ***********************************************************************
 DG7428  DESIGNATION -  FREEMONTAPCO2004 GRP
 DG7428  PID         -  DG7428
 DG7428  STATE/COUNTY-  CO/FREMONT
 DG7428  USGS QUAD   -  FLORENCE (1975)
 DG7428
 DG7428                         *CURRENT SURVEY CONTROL
 DG7428  ___________________________________________________________________
 DG7428* NAD 83(CORS)-  38 25 18.29373(N)    105 06 16.81926(W)     ADJUSTED  
 DG7428* NAVD 88     -                                                        
 DG7428  ___________________________________________________________________
 DG7428  EPOCH DATE  -        2002.00
 DG7428  X           -  -1,304,151.216 (meters)                     COMP
 DG7428  Y           -  -4,831,832.720 (meters)                     COMP
 DG7428  Z           -   3,943,233.056 (meters)                     COMP
 DG7428  LAPLACE CORR-          -7.95  (seconds)                    DEFLEC99
 DG7428  ELLIP HEIGHT-        1617.78  (meters)          (10/??/04) GPS OBS
 DG7428  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 DG7428
 DG7428  HORZ ORDER  -  A
 DG7428  ELLP ORDER  -  FOURTH    CLASS I
 DG7428
 DG7428.ITRF positions are available for this station.
 DG7428.The horizontal coordinates were established by GPS observations
 DG7428.and adjusted by the National Geodetic Survey in October 2004..
 DG7428.The horizontal coordinates are valid at the epoch date displayed above.
 DG7428.The epoch date for horizontal control is a decimal equivalence
 DG7428.of Year/Month/Day.
 DG7428
 DG7428
 DG7428.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7428
 DG7428.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7428
 DG7428.The ellipsoidal height was determined by GPS observations
 DG7428.and is referenced to NAD 83.
 DG7428
 DG7428.The geoid height was determined by GEOID03.
 DG7428
 DG7428;                    North         East     Units Scale Factor Converg.
 DG7428;SPC CO C     -   370,194.573   948,924.747   MT  1.00000567   +0 14 57.6
 DG7428;SPC CO C     - 1,214,546.69  3,113,263.94   sFT  1.00000567   +0 14 57.6
 DG7428;UTM  13      - 4,252,615.737   490,862.955   MT  0.99960103   -0 03 54.2
 DG7428
 DG7428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7428!SPC CO C     -   0.99974622  x   1.00000567  =   0.99975189
 DG7428!UTM  13      -   0.99974622  x   0.99960103  =   0.99934736
 DG7428
 DG7428                          SUPERSEDED SURVEY CONTROL
 DG7428
 DG7428.No superseded survey control is available for this station.
 DG7428
 DG7428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC9086352616(NAD 83)
 DG7428_STAMPING: UNKNOWN
 DG7428'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P037'
 DG7428'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DG7428'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG7428'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG7428'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG7428'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 DG7428'
 DG7428' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0387 ***********************************************************************
 HJ0387  DESIGNATION -  FREEZEOUT
 HJ0387  PID         -  HJ0387
 HJ0387  STATE/COUNTY-  CO/BACA
 HJ0387  USGS QUAD   -  TABLE MESA (1978)
 HJ0387
 HJ0387                         *CURRENT SURVEY CONTROL
 HJ0387  ___________________________________________________________________
 HJ0387* NAD 83(1992)-  37 27 30.12895(N)    103 02 54.81976(W)     ADJUSTED  
 HJ0387* NAVD 88     -      1479.     (meters)    4852.     (feet)  SCALED    
 HJ0387  ___________________________________________________________________
 HJ0387  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 HJ0387  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 HJ0387
 HJ0387  HORZ ORDER  -  THIRD
 HJ0387
 HJ0387.The horizontal coordinates were established by classical geodetic methods
 HJ0387.and adjusted by the National Geodetic Survey in January 1993..
 HJ0387
 HJ0387.The orthometric height was scaled from a topographic map.
 HJ0387
 HJ0387.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0387
 HJ0387.The geoid height was determined by GEOID03.
 HJ0387
 HJ0387;                    North         East     Units Scale Factor Converg.
 HJ0387;SPC CO S     -   395,512.364 1,131,259.596   MT  0.99996678   +1 30 13.2
 HJ0387;SPC CO S     - 1,297,610.15  3,711,474.19   sFT  0.99996678   +1 30 13.2
 HJ0387;UTM  13      - 4,147,510.671   672,592.318   MT  0.99996693   +1 11 13.7
 HJ0387
 HJ0387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0387!SPC CO S     -   0.99977145  x   0.99996678  =   0.99973824
 HJ0387!UTM  13      -   0.99977145  x   0.99996693  =   0.99973839
 HJ0387
 HJ0387|---------------------------------------------------------------------|
 HJ0387| PID    Reference Object                     Distance      Geod. Az  |
 HJ0387|                                                           dddmmss.s |
 HJ0387| CM8126 FREEZEOUT RM 1                        5.943 METERS 08547     |
 HJ0387| HJ0331 PRITCHETT MUNICIPAL TANK            APPROX.19.4 KM 1193716.5 |
 HJ0387| HJ0332 PRITCHETT GANO GRAIN CORP ELEV      APPROX.19.6 KM 1210543.5 |
 HJ0387| HJ0333 PRITCHETT H B S GRAIN ELEV          APPROX.19.4 KM 1214217.2 |
 HJ0387| CM8125 FREEZEOUT AZ MK                                    1835452.1 |
 HJ0387| CM8127 FREEZEOUT RM 2                       18.556 METERS 18445     |
 HJ0387|---------------------------------------------------------------------|
 HJ0387
 HJ0387                          SUPERSEDED SURVEY CONTROL
 HJ0387
 HJ0387  NAD 83(1986)-  37 27 30.12440(N)    103 02 54.80972(W) AD(       ) 3
 HJ0387  NAD 27      -  37 27 30.07341(N)    103 02 53.06611(W) AD(       ) 3
 HJ0387
 HJ0387.Superseded values are not recommended for survey control.
 HJ0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0387.See file dsdata.txt to determine how the superseded data were derived.
 HJ0387
 HJ0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB7259247511(NAD 83)
 HJ0387_MARKER: DS = TRIANGULATION STATION DISK
 HJ0387_SETTING: 80 = SET IN A BOULDER
 HJ0387_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HJ0387
 HJ0387  HISTORY     - Date     Condition        Report By
 HJ0387  HISTORY     - 1953     MONUMENTED       CGS
 HJ0387
 HJ0387                          STATION DESCRIPTION
 HJ0387
 HJ0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HJ0387'THE STATION IS LOCATED ON THE NORTHEASTERN POINT OF A PROMINENT
 HJ0387'MESA, ABOUT 12-1/2 MILES NORTHWEST OF PRITCHETT, 2-1/2
 HJ0387'MILES WEST OF FREEZEOUT CREEK, 1-1/4 MILES EAST OF THE
 HJ0387'LAS ANIMAS-BACA COUNTY LINE, 32 FEET SOUTH OF THE NORTH EDGE
 HJ0387'OF THE MESA, 24 FEET WEST OF THE EAST EDGE OF THE MESA AND 6.1
 HJ0387'FEET WEST OF THE WHITE WITNESS POST.
 HJ0387'
 HJ0387'TO REACH, FROM THE U.S. POST OFFICE IN PRITCHETT, GO NORTH,
 HJ0387'ON STATE HIGHWAY 160, FOR 0.85 MILE TO FORKS.  TAKE LEFT
 HJ0387'FORK, AND GO WEST, ON STATE HIGHWAY 101, FOR 1.75 MILES TO
 HJ0387'FORKS.  TAKE RIGHT FORK, AND GO NORTH, ON STATE HIGHWAY 101,
 HJ0387'FOR 5.0 MILES TO CROSS ROADS.  TURN LEFT, AND GO WEST 4.0
 HJ0387'MILES TO CROSS ROADS.  TURN RIGHT, AND GO NORTH AND THEN
 HJ0387'WEST 4.1 MILES TO SCHOOLHOUSE ON RIGHT.  CONTINUE WEST 0.7
 HJ0387'MILE TO TOP OF RIDGE AND FORKS.  TAKE LEFT FORK, AND GO SOUTH
 HJ0387'0.55 MILE TO DIM FORKS.  TAKE RIGHT FORK, AND GO WEST
 HJ0387'SOUTHWEST, ON DIM TRACK ROAD 0.5 MILE TO THE MIDDLE OF THE EAST
 HJ0387'SIDE OF THE MESA.  TURN RIGHT, AND GO WEST, UP SLOPE OF
 HJ0387'MESA 0.3 MILE TO TOP OF MESA.  TURN RIGHT, AND GO NORTH
 HJ0387'ALONG THE TOP OF THE EAST SIDE OF THE MESA 0.15 MILE TO THE
 HJ0387'STATION.
 HJ0387'
 HJ0387'THE STATION MARK IS A STANDARD DISK, STAMPED FREEZEOUT 1953,
 HJ0387'SET IN A DRILL HOLE IN A BOULDER 24 INCHES IN DIAMETER WHICH
 HJ0387'PROJECTS ABOUT 3 INCHES.
 HJ0387'
 HJ0387'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED FREEZEOUT
 HJ0387'NO 1 1953, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 HJ0387'ABOUT 10 INCHES LOWER THAN THE STATION.  IT IS LOCATED 32
 HJ0387'FEET SOUTH OF THE NORTH EDGE OF THE MESA AND 4 FEET WEST OF
 HJ0387'THE EAST EDGE OF THE MESA.
 HJ0387'
 HJ0387'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED FREEZEOUT
 HJ0387'NO 2 1953, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 HJ0387'IS ABOUT 2 FEET LOWER THAN THE STATION.  IT IS LOCATED 8
 HJ0387'FEET WEST OF THE EAST EDGE OF THE MESA.
 HJ0387'
 HJ0387'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED FREEZEOUT 1953,
 HJ0387'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS LOCATED
 HJ0387'ON THE SOUTHEAST END OF THE MESA, ABOUT 273 FEET SOUTH OF
 HJ0387'THE EAST-WEST FENCELINE, 28 FEET WEST OF THE EAST EDGE OF THE
 HJ0387'MESA AND 1 FOOT NORTH OF A 3 FOOT CAIRN.  TO REACH, FROM THE
 HJ0387'STATION, GO SOUTH, ALONG THE EAST SIDE OF THE MESA 0.4 MILE
 HJ0387'TO THE SOUTHEAST END OF THE MESA AND THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0667 ***********************************************************************
 JL0667  DESIGNATION -  FREMONT
 JL0667  PID         -  JL0667
 JL0667  STATE/COUNTY-  CO/FREMONT
 JL0667  USGS QUAD   -  PONCHA PASS (1994)
 JL0667
 JL0667                         *CURRENT SURVEY CONTROL
 JL0667  ___________________________________________________________________
 JL0667* NAD 83(1992)-  38 26 47.36930(N)    106 00 39.36172(W)     ADJUSTED  
 JL0667* NAVD 88     -      3565.7    (meters)   11698.     (feet)  VERTCON   
 JL0667  ___________________________________________________________________
 JL0667  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 JL0667  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 JL0667
 JL0667  HORZ ORDER  -  FIRST
 JL0667
 JL0667.The horizontal coordinates were established by classical geodetic methods
 JL0667.and adjusted by the National Geodetic Survey in January 1993..
 JL0667
 JL0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0667
 JL0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0667
 JL0667.The geoid height was determined by GEOID03.
 JL0667
 JL0667;                    North         East     Units Scale Factor Converg.
 JL0667;SPC CO C     -   372,991.507   869,798.910   MT  1.00000069   -0 19 20.1
 JL0667;SPC CO C     - 1,223,722.97  2,853,665.26   sFT  1.00000069   -0 19 20.1
 JL0667;SPC CO S     -   502,461.414   869,798.820   MT  1.00000243   -0 18 48.2
 JL0667;SPC CO S     - 1,648,492.16  2,853,664.96   sFT  1.00000243   -0 18 48.2
 JL0667;UTM  13      - 4,255,840.002   411,782.496   MT  0.99969584   -0 37 43.0
 JL0667
 JL0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0667!SPC CO C     -   0.99944313  x   1.00000069  =   0.99944382
 JL0667!SPC CO S     -   0.99944313  x   1.00000243  =   0.99944556
 JL0667!UTM  13      -   0.99944313  x   0.99969584  =   0.99913914
 JL0667
 JL0667|---------------------------------------------------------------------|
 JL0667| PID    Reference Object                     Distance      Geod. Az  |
 JL0667|                                                           dddmmss.s |
 JL0667| CM6436 FREMONT RM 1                         13.806 METERS 09624     |
 JL0667| CM6435 FREMONT AZ MK                                      2373055.0 |
 JL0667| CM6437 FREMONT RM 2                          9.830 METERS 35150     |
 JL0667|---------------------------------------------------------------------|
 JL0667
 JL0667                          SUPERSEDED SURVEY CONTROL
 JL0667
 JL0667  NAD 83(1986)-  38 26 47.36075(N)    106 00 39.36907(W) AD(       ) 1
 JL0667  NAD 27      -  38 26 47.36500(N)    106 00 37.31600(W) AD(       ) 1
 JL0667  NGVD 29 (07/19/86) 3564.0    (m)        11693.     (f) VERT ANG       
 JL0667
 JL0667.Superseded values are not recommended for survey control.
 JL0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0667.See file dsdata.txt to determine how the superseded data were derived.
 JL0667
 JL0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC1178255840(NAD 83)
 JL0667_MARKER: DS = TRIANGULATION STATION DISK
 JL0667_SETTING: 80 = SET IN A BOULDER
 JL0667_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JL0667
 JL0667  HISTORY     - Date     Condition        Report By
 JL0667  HISTORY     - 1935     MONUMENTED       CGS
 JL0667  HISTORY     - 1957     GOOD             USGS
 JL0667
 JL0667                          STATION DESCRIPTION
 JL0667
 JL0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 JL0667'STATION IS LOCATED ABOUT 6 MILES S OF SALIDA AND IS ON THE FIRST
 JL0667'ROUND-TOPPED KNOLL WHICH IS ABOUT 1/2 MILE S OF LARGER BUT
 JL0667'LOWER HILL ON THE TOP OF WHICH IS A LOG CABIN AND WHICH HILL
 JL0667'IS THE MOST NORTHERLY HIGH POINT OF THE ENTIRE SANGRE DE CRISTO
 JL0667'RANGE.  THE STATION IS IN SW CORNER OF T 49 N, R 9 E AND IS IN
 JL0667'THE SAN ISABEL NATIONAL FOREST.
 JL0667'
 JL0667'THE STATION MARK IS ON THE HIGHEST POINT OF THE HILL AND IS 20
 JL0667'YARDS W OF A PIT 10 FEET IN DIAMETER AND 3 FEET DEEP.
 JL0667'
 JL0667'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 JL0667'IN DRILL HOLES IN BOULDERS.
 JL0667'
 JL0667'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, IN THE
 JL0667'TOP OF A TILE WHICH IS EMBEDDED IN THE GROUND.
 JL0667'
 JL0667'REFERENCE MARK NO. 1 IS E OF THE STATION.
 JL0667'
 JL0667'REFERENCE MARK NO. 2 IS NNW OF THE STATION.
 JL0667'
 JL0667'THE AZIMUTH MARK PROJECTS 12 INCHES AND IS SW OF THE STATION.
 JL0667'IT IS ON THE E SIDE OF STATE HIGHWAY 15 AT A POINT, VIA
 JL0667'HIGHWAY, 1.7 MILES N OF ROUND HILL SIDING, 1.0 MILE S OF PONCHA
 JL0667'PASS, AND 0.5 MILE S OF A GRADE CROSSING.
 JL0667'
 JL0667'TO REACH THE STATION FROM ALDER A VERY SMALL TOWN 9.7 MILES
 JL0667'N OF VILLAGROVE ON STATE HIGHWAY 15, GO S FROM THE WHITE BUILDING,
 JL0667'FORMER STORE, ON THE E SIDE OF THE ROAD 50 YARDS TO A POLE GATE
 JL0667'IN THE RIGHT-OF-WAY FENCE ON THE E SIDE OF THE ROAD.  HERE
 JL0667'LEAVE THE HIGHWAY, TURN LEFT, PASS THROUGH GATE, TAKE THE RIGHT
 JL0667'FORK, AND GO E ON TRACK ROAD 0.2 MILE TO A FORK ABOUT 50 YARDS
 JL0667'W OF A RED HOUSE.  TAKE THE LEFT FORK AND GO 0.05 MILE TO A
 JL0667'GATE.  PASS THROUGH GATE AND GO 0.15 MILE TO SAN LUIS CREEK.
 JL0667'TAKE DIM LEFT FORK AFTER CROSSING CREEK AND GO 0.1 MILE TO A
 JL0667'FORK.  TAKE LEFT FORK AND 0.1 MILE TO A GATE.
 JL0667'
 JL0667'PASS THROUGH GATE AND GO N ALONG E SIDE OF FENCE 0.3 MILE TO
 JL0667'A POINT WHERE THE ROAD LEAVES THE FENCE AND GOES NE TOWARD
 JL0667'THE STATION PEAK.  CONTINUE ON THE ROAD 0.25 MILE TO A GATE.
 JL0667'PASS THROUGH GATE AND CONTINUE ON ONLY ROAD 0.35 MILE TO A POINT
 JL0667'WHERE THE ROAD CROSSES A SMALL CREEK.  CONTINUE 0.25 MILE TO A
 JL0667'FORK.  TAKE THE LEFT FORK, PASS THROUGH GATE AND FOLLOW ROAD
 JL0667'ALONG RIDGE 2.15 MILES TO A POINT WHERE THE ROAD ENTERS EDGE
 JL0667'OF WOODS.  CONTINUE ON WOODS ROAD 1.4 MILES TO END OF ROAD IN
 JL0667'A SMALL CLEARING TO THE END OF TRUCK TRAVEL.  NOTE--THIS ROAD
 JL0667'IS KNOWN AS THE SAW MILL GULCH ROAD AND IS WELL KNOWN BY
 JL0667'THE RESIDENTS OF ALDER.  IF THERE HAS BEEN MUCH RAIN WHEN
 JL0667'THIS ROUTE IS TRAVELLED, THE END OF TRUCK TRAVEL WILL
 JL0667'PROBABLY BE AT THE EDGE OF THE WOODS.
 JL0667'
 JL0667'FROM THE END OF TRUCK TRAVEL PACK UP TRAIL IN GENERAL EASTERLY
 JL0667'DIRECTION TO SADDLE IN RIDGE AT THE HEAD OF CANYON.  (THERE IS
 JL0667'A LARGE TREE IN THIS SADDLE ON WHICH THERE ARE SIGNS POINTING
 JL0667'TO SALIDA, ROUND HILL, AND ALDER.) HERE TURN LEFT AND GO N ALONG
 JL0667'RIDGE PASSING OVER WOODED KNOLL AND THEN DOWN ON A SADDLE AND
 JL0667'THENCE UP LONG STEEP SLOPE TO TOP OF MOUNTAIN AND STATION.
 JL0667'ABOUT A 2-HOUR PACK FROM THE END OF TRUCK TRAVEL IN CLEARING.
 JL0667'
 JL0667'ALL SUPPLIES IN SALIDA AND WATER IN CREEK IN CLEARING AT END
 JL0667'OF TRUCK TRAVEL.
 JL0667'
 JL0667'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 JL0667
 JL0667                          STATION RECOVERY (1957)
 JL0667
 JL0667'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 JL0667'RECOVERED BY HELICOPTER.
 JL0667'
 JL0667'STATION MARK--STANDARD USC AND GS DISK, WEDGED IN DRILL HOLE IN
 JL0667'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0668 ***********************************************************************
 LK0668  DESIGNATION -  FREMONT BUTTE
 LK0668  PID         -  LK0668
 LK0668  STATE/COUNTY-  CO/WASHINGTON
 LK0668  USGS QUAD   -  FREMONT BUTTE (1984)
 LK0668
 LK0668                         *CURRENT SURVEY CONTROL
 LK0668  ___________________________________________________________________
 LK0668* NAD 83(1992)-  40 14 56.98458(N)    103 18 31.38803(W)     ADJUSTED  
 LK0668* NAVD 88     -      1385.     (meters)    4544.     (feet)  SCALED    
 LK0668  ___________________________________________________________________
 LK0668  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 LK0668  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 LK0668
 LK0668  HORZ ORDER  -  FIRST
 LK0668
 LK0668.The horizontal coordinates were established by classical geodetic methods
 LK0668.and adjusted by the National Geodetic Survey in January 1993..
 LK0668
 LK0668.The orthometric height was scaled from a topographic map.
 LK0668
 LK0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0668
 LK0668.The geoid height was determined by GEOID03.
 LK0668
 LK0668;                    North         East     Units Scale Factor Converg.
 LK0668;SPC CO N     -   408,788.999 1,100,814.862   MT  0.99995685   +1 24 57.1
 LK0668;SPC CO N     - 1,341,168.57  3,611,590.09   sFT  0.99995685   +1 24 57.1
 LK0668;UTM  13      - 4,456,784.339   643,844.651   MT  0.99985471   +1 05 34.6
 LK0668
 LK0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0668!SPC CO N     -   0.99978597  x   0.99995685  =   0.99974282
 LK0668!UTM  13      -   0.99978597  x   0.99985471  =   0.99964071
 LK0668
 LK0668|---------------------------------------------------------------------|
 LK0668| PID    Reference Object                     Distance      Geod. Az  |
 LK0668|                                                           dddmmss.s |
 LK0668| CP8068 FREMONT BUTTE RM 1                   15.470 METERS 11742     |
 LK0668| CP8067 FREMONT BUTTE AZ MK                                1361322.8 |
 LK0668| CP8069 FREMONT BUTTE RM 2                   19.858 METERS 17655     |
 LK0668|---------------------------------------------------------------------|
 LK0668
 LK0668                          SUPERSEDED SURVEY CONTROL
 LK0668
 LK0668  NAD 83(1986)-  40 14 56.97734(N)    103 18 31.38796(W) AD(       ) 1
 LK0668  NAD 27      -  40 14 57.05100(N)    103 18 29.60100(W) AD(       ) 1
 LK0668
 LK0668.Superseded values are not recommended for survey control.
 LK0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0668.See file dsdata.txt to determine how the superseded data were derived.
 LK0668
 LK0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE4384556784(NAD 83)
 LK0668_MARKER: DS = TRIANGULATION STATION DISK
 LK0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0668
 LK0668  HISTORY     - Date     Condition        Report By
 LK0668  HISTORY     - 1935     MONUMENTED       CGS
 LK0668  HISTORY     - 1940     GOOD             USGS
 LK0668  HISTORY     - 1943     GOOD             CGS
 LK0668  HISTORY     - 1973     GOOD             USGS
 LK0668
 LK0668                          STATION DESCRIPTION
 LK0668
 LK0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LK0668'STATION IS LOCATED ON THE TOP OF A PROMINENT, FLAT-TOPPED
 LK0668'BUTTE, KNOWN LOCALLY AS FREMONT BUTTE.  IT LIES 5-1/3 MILES
 LK0668'WEST AND 4-1/2 MILES NORTH OF AKRON, COLORADO, AND CAN BE
 LK0668'PLAINLY SEEN FOR MILES AROUND.  STATION IS LOCATED NEAR THE
 LK0668'CENTER OF THE TOP OF THE BUTTE AND PROJECTS 2 INCHES.
 LK0668'
 LK0668'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE
 LK0668'STATION, ON THE SAME BUTTE, AND PROJECTS 6 INCHES.
 LK0668'
 LK0668'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, ON
 LK0668'THE SAME BUTTE, AND PROJECTS 2 INCHES.
 LK0668'
 LK0668'AZIMUTH MARK IS SOUTHEAST OF THE STATION NEAR THE
 LK0668'T-INTERSECTION OF TRACK ROADS, 1 FOOT NORTH OF AN EAST-WEST
 LK0668'FENCE, 33 FEET EAST OF A LONE SOUTHWEST FENCE-CORNER POST,
 LK0668'42 FEET SOUTH OF AN EAST-WEST TRACK ROAD, 69 FEET EAST OF A
 LK0668'NORTH-SOUTH TRACK ROAD, AND PROJECTS 2 INCHES.
 LK0668'
 LK0668'A 4-FOOT STAND CLEARS ALL LINES.
 LK0668
 LK0668                          STATION RECOVERY (1940)
 LK0668
 LK0668'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1940
 LK0668'STATION WAS RECOVERED IN GOOD CONDITION.
 LK0668
 LK0668                          STATION RECOVERY (1943)
 LK0668
 LK0668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (MGA)
 LK0668'STATION RECOVERED IN GOOD ORDER.  ORIGINAL DESCRIPTION ADEQUATE.
 LK0668
 LK0668                          STATION RECOVERY (1973)
 LK0668
 LK0668'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JTD)
 LK0668'STATION MARK AND R.M.S FOUND IN GOOD CONDITION.  AZIMUTH MARK
 LK0668'NOT SEARCHED FOR.  NEW ROUTE DESCRIPTION AS FOLLOWS.  TO REACH
 LK0668'THE STATION FROM THE JUNCTION OF U.S. HWY. 34 AND STATE HWY.
 LK0668'63 IN AKRON, COLO., GO WEST ON U.S. HWY. 34 FOR 7.2 MILES.
 LK0668'TURN RIGHT OFF HWY. AND TAKE GRADED ROAD NORTH FOR 3.5 MILES.
 LK0668'TURN RIGHT OFF GRADED ROAD AND FOLLOW TRACK ROAD EAST FOR 0.5
 LK0668'MILE TO FORK.  TAKE RIGHT FORK FOR 0.2 MILE TO ROAD FORK.  TAKE
 LK0668'LEFT FORK FOR 0.2 MILE TO END OF TRUCK TRAVEL.  PACK NORTH
 LK0668'FOR ABOUT 200 FT. TO TOP OF BUTTE AND STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0609 ***********************************************************************
 HK0609  DESIGNATION -  FRENCH
 HK0609  PID         -  HK0609
 HK0609  STATE/COUNTY-  CO/PUEBLO
 HK0609  USGS QUAD   -  COLORADO CITY (1975)
 HK0609
 HK0609                         *CURRENT SURVEY CONTROL
 HK0609  ___________________________________________________________________
 HK0609* NAD 83(1992)-  37 57 53.76979(N)    104 47 29.52158(W)     ADJUSTED  
 HK0609* NAVD 88     -      1761.8    (meters)    5780.     (feet)  GPS OBS   
 HK0609  ___________________________________________________________________
 HK0609  X           -  -1,285,756.255 (meters)                     COMP
 HK0609  Y           -  -4,869,305.311 (meters)                     COMP
 HK0609  Z           -   3,903,449.070 (meters)                     COMP
 HK0609  LAPLACE CORR-         -10.84  (seconds)                    DEFLEC99
 HK0609  ELLIP HEIGHT-        1743.79  (meters)          (12/03/02) GPS OBS
 HK0609  GEOID HEIGHT-         -17.90  (meters)                     GEOID03
 HK0609
 HK0609  HORZ ORDER  -  FIRST
 HK0609  ELLP ORDER  -  FOURTH    CLASS II
 HK0609
 HK0609.The horizontal coordinates were established by GPS observations
 HK0609.and adjusted by the National Geodetic Survey in January 1997..
 HK0609
 HK0609.The orthometric height was determined by GPS observations and a
 HK0609.high-resolution geoid model.
 HK0609
 HK0609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HK0609
 HK0609.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0609
 HK0609.The ellipsoidal height was determined by GPS observations
 HK0609.and is referenced to NAD 83.
 HK0609
 HK0609.The geoid height was determined by GEOID03.
 HK0609
 HK0609;                    North         East     Units Scale Factor Converg.
 HK0609;SPC CO S     -   449,124.312   976,653.943   MT  0.99994799   +0 26 04.4
 HK0609;SPC CO S     - 1,473,502.01  3,204,238.81   sFT  0.99994799   +0 26 04.4
 HK0609;UTM  13      - 4,201,945.107   518,311.499   MT  0.99960413   +0 07 41.7
 HK0609
 HK0609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0609!SPC CO S     -   0.99972645  x   0.99994799  =   0.99967445
 HK0609!UTM  13      -   0.99972645  x   0.99960413  =   0.99933069
 HK0609
 HK0609                          SUPERSEDED SURVEY CONTROL
 HK0609
 HK0609  NAD 83(1992)-  37 57 53.76978(N)    104 47 29.52158(W) AD(       ) 1
 HK0609  ELLIP H (08/30/94) 1743.78   (m)                       GP(       ) 4 1
 HK0609
 HK0609.Superseded values are not recommended for survey control.
 HK0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0609.See file dsdata.txt to determine how the superseded data were derived.
 HK0609
 HK0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC1831101945(NAD 83)
 HK0609_MARKER: DH = HORIZONTAL CONTROL DISK
 HK0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0609_SP_SET: CONCRETE POST
 HK0609_STAMPING: FRENCH 1993
 HK0609_MARK LOGO: CODOT 
 HK0609_MAGNETIC: N = NO MAGNETIC MATERIAL
 HK0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0609+STABILITY: SURFACE MOTION
 HK0609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HK0609+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2004
 HK0609
 HK0609  HISTORY     - Date     Condition        Report By
 HK0609  HISTORY     - 1993     MONUMENTED       CODOT
 HK0609  HISTORY     - 19960221 GOOD             MSAM
 HK0609  HISTORY     - 20040229 GOOD             USPSQD
 HK0609
 HK0609                          STATION DESCRIPTION
 HK0609
 HK0609'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1993
 HK0609'STATION IS LOCATED ABOUT 9 MI (14.5 KM) NORTHEAST OF RYE AND 21 MI
 HK0609'(33.8 KM) SOUTHWEST OF PUEBLO IN SEC 17, T 24 S, R 66 W OF THE 6TH
 HK0609'PM. OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION RIGHT OF WAY
 HK0609'TO REACH THE STATION FROM PUEBLO, PROCEED SOUTH ALONG I-25 TO THE
 HK0609'JUNCTION OF S.H.165 (EXIT 74), THEN PROCEED EAST TO A FRONTAGE ROAD,
 HK0609'THEN PROCEED NORTH ALONG THE FRONTAGE ROAD 0.3 MI (0.5 KM) TO THE
 HK0609'STATION ON THE RIGHT AT MILEPOST 74.6.
 HK0609'STATION MARK IS A NGS BRASS HORIZONTAL CONTROL DISK SET INTO A
 HK0609'CONCRETE POST SET FLUSH WITH THE GROUND 15.1 M (49.5 FT) EAST OF THE
 HK0609'FRONTAGE ROAD CENTERLINE, 1.4 M (4.6 FT) WEST OF THE ROW FENCE AND
 HK0609'1.0 M (3.3 FT) WEST OF A WITNESS POST.
 HK0609
 HK0609                          STATION RECOVERY (1996)
 HK0609
 HK0609'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1996 (KCH)
 HK0609'RECOVER AS DESCRIBED.
 HK0609
 HK0609                          STATION RECOVERY (2004)
 HK0609
 HK0609'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 HK0609'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5117 ***********************************************************************
 AC5117  DESIGNATION -  FRIEND
 AC5117  PID         -  AC5117
 AC5117  STATE/COUNTY-  CO/PUEBLO
 AC5117  USGS QUAD   -  GRANDVIEW SCHOOL (1974)
 AC5117
 AC5117                         *CURRENT SURVEY CONTROL
 AC5117  ___________________________________________________________________
 AC5117* NAD 83(1992)-  38 29 09.04754(N)    104 04 24.29783(W)     ADJUSTED  
 AC5117* NAVD 88     -      1576.8    (meters)    5173.     (feet)  GPS OBS   
 AC5117  ___________________________________________________________________
 AC5117  X           -  -1,215,889.519 (meters)                     COMP
 AC5117  Y           -  -4,850,182.339 (meters)                     COMP
 AC5117  Z           -   3,948,768.348 (meters)                     COMP
 AC5117  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 AC5117  ELLIP HEIGHT-        1556.50  (meters)          (12/03/02) GPS OBS
 AC5117  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 AC5117
 AC5117  HORZ ORDER  -  FIRST
 AC5117  ELLP ORDER  -  FOURTH    CLASS II
 AC5117
 AC5117.The horizontal coordinates were established by GPS observations
 AC5117.and adjusted by the National Geodetic Survey in January 1997..
 AC5117
 AC5117.The orthometric height was determined by GPS observations and a
 AC5117.high-resolution geoid model.
 AC5117
 AC5117.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5117
 AC5117.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5117
 AC5117.The ellipsoidal height was determined by GPS observations
 AC5117.and is referenced to NAD 83.
 AC5117
 AC5117.The geoid height was determined by GEOID03.
 AC5117
 AC5117;                    North         East     Units Scale Factor Converg.
 AC5117;SPC CO S     -   507,658.531 1,038,867.447   MT  1.00001001   +0 52 30.1
 AC5117;SPC CO S     - 1,665,543.03  3,408,350.95   sFT  1.00001001   +0 52 30.1
 AC5117;UTM  13      - 4,260,129.614   580,812.759   MT  0.99968042   +0 34 36.0
 AC5117
 AC5117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5117!SPC CO S     -   0.99975584  x   1.00001001  =   0.99976584
 AC5117!UTM  13      -   0.99975584  x   0.99968042  =   0.99943633
 AC5117
 AC5117                          SUPERSEDED SURVEY CONTROL
 AC5117
 AC5117  ELLIP H (01/17/97) 1556.50   (m)                       GP(       ) 1 1
 AC5117
 AC5117.Superseded values are not recommended for survey control.
 AC5117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5117.See file dsdata.txt to determine how the superseded data were derived.
 AC5117
 AC5117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC8081360130(NAD 83)
 AC5117_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5117_STAMPING: FRIEND 1995
 AC5117_MARK LOGO: NGS   
 AC5117_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC5117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5117+STABILITY: SURFACE MOTION
 AC5117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5117+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5117
 AC5117  HISTORY     - Date     Condition        Report By
 AC5117  HISTORY     - 1995     MONUMENTED       CO-101
 AC5117
 AC5117                          STATION DESCRIPTION
 AC5117
 AC5117'DESCRIBED BY PUEBLO COUNTY COLORADO 1995 (KCH)
 AC5117'THE STATION IS LOCATED IN NORTHEASTERN PUEBLO COUNTY AT THE NORTHERN
 AC5117'TERMINUS OF MORELAND ROAD, ABOUT 32.6 MI (52.5 KM) NORTHEAST OF
 AC5117'DOWNTOWN PUEBLO, 2.5 MI (4.0 KM) SOUTH OF THE PUEBLO-EL PASO COUNTY
 AC5117'LINE, 1.0 MI (1.6 KM) WEST OF THE PUEBLO-CROWLEY COUNTY LINE, 19.3 MI
 AC5117'(31.1 KM) NORTH- NORTHEAST OF BOONE AT THE MIDDLE OF THE EAST
 AC5117'QUARTER-CORNER OF SECTION 14 OF T18S R60W OF THE 6TH P.M. TO REACH THE
 AC5117'STATION FROM THE INTERSECTION OF STATE HWY 96 AND BAKER STREET IN
 AC5117'BOONE, GO EAST ON STATE HWY 96 1.0 MI (1.6 KM) TO A SIDE ROAD LEFT,
 AC5117'BOONE HILL ROAD.  TURN LEFT, NORTHEAST, OVER RAILROAD TRACKS ON BOONE
 AC5117'HILL ROAD FOR 1.4 MI (2.3 KM) AS THE ROAD CLIMBS A MESA TO A POINT
 AC5117'WHERE THE ROAD STRAIGHTENS TO DUE EAST-WEST. CONTINUE EAST ON BOONE
 AC5117'ROAD 1.2 MI (1.9 KM) TO A BEND IN THE ROAD TO THE NORTH. CONTINUE
 AC5117'NORTH, THEN NORTHEAST, AND THEN EAST 1.5 MI (2.4 KM) TO A Y
 AC5117'INTERSCTION WITH BOONE ROAD AND BOONE HILL ROAD EAST.  CONTINUE AHEAD,
 AC5117'EAST, ON WHAT IS NOW CALLED BOONE HILL ROAD EAST 4.0 MI (6.4 KM) TO AN
 AC5117'INTERSECTION WITH PRAIRIE HILLS ROAD. TURN LEFT, NORTH, 2.0 MI (3.2
 AC5117'KM) ON PRAIRIE HILLS ROAD TO A SIDE ROAD LEFT, ASHBRIDGE ROAD.
 AC5117'CONTINUE NORTH 2.0 MI (3.2 KM) TO A SIDE ROAD RIGHT, ROY WRIGHTS ROAD.
 AC5117'CONTINUE NORTH 4.0 MI (6.4 KM) TO A SIDE ROAD RIGHT, PRAIRIE HILLS
 AC5117'ROAD EAST. CONTINUE NORTH 2.0 MI (3.2 KM) TO A SIDE ROAD LEFT, MR.S
 AC5117'WRIGHTS ROAD. CONTINUE NORTH 1.0 MI (1.6 KM) TO A SIDE ROAD RIGHT,
 AC5117'SULLIVAN ROAD. CONTINUE NORTH 2.0 MI (3.2 KM) TO THE INTERSECTION WITH
 AC5117'HIGHLAND ROAD. TURN RIGHT, EAST, 2.0 MI (3.2 KM) ON HIGHLAND ROAD TO A
 AC5117'SIDE ROAD LEFT, MORELAND ROAD. TURN LEFT, NORTH, ON MORELAND ROAD FOR
 AC5117'1.0 MI (1.6 KM) TO A SIDE ROAD LEFT, RUSSELL ROAD. CONTINUE AHEAD
 AC5117',NORTH, 0.5 MI (0.8 KM) TO THE ENTRANCE TO SOME FARM BUILDINGS. THE
 AC5117'STATION IS ON THE RIGHT, EAS,T EDGE OF THE RIGHT-OF-WAY. OWNERSHIP--
 AC5117'PUEBLO COUNTY RIGHT-OF-WAY. THE MARKER IS A STANDARD NGS BRASS
 AC5117'HORIZONTAL CONTROL DISK SET INTO THE TOP OF A CYLANDRICAL CONCRETE
 AC5117'MASS 1.5 FT (0.5 M) IN DIAMETER AND 5.0 FEET (1.5 M) DEEP, SET EVEN
 AC5117'WITH THE GROUND.  IT IS 1.45 M (4.76 FT) SOUTH OF A CARSONITE WITNESS
 AC5117'POST, 1.2 M (3.9 FT) WEST OF A FENCE, 10.2 M (33.5 FT) EAST OF THE
 AC5117'CENTER OF A NORTH-SOUTH GRAVEL ROAD, MORELAND ROAD, 4.3 M (14.1 FT)
 AC5117'SOUTH OF A FENCE CORNER, AND ABOUT 0.5 M (1.6 FT) ABOVE THE ROAD
 AC5117'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0486 ***********************************************************************
 HK0486  DESIGNATION -  FRIO
 HK0486  PID         -  HK0486
 HK0486  STATE/COUNTY-  CO/LAS ANIMAS
 HK0486  USGS QUAD   -  GULNARE (1971)
 HK0486
 HK0486                         *CURRENT SURVEY CONTROL
 HK0486  ___________________________________________________________________
 HK0486* NAD 83(1992)-  37 16 00.13626(N)    104 49 04.95517(W)     ADJUSTED  
 HK0486* NAVD 88     -      2536.6    (meters)    8322.     (feet)  VERTCON   
 HK0486  ___________________________________________________________________
 HK0486  LAPLACE CORR-          -8.92  (seconds)                    DEFLEC99
 HK0486  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 HK0486
 HK0486  HORZ ORDER  -  THIRD
 HK0486
 HK0486.The horizontal coordinates were established by classical geodetic methods
 HK0486.and adjusted by the National Geodetic Survey in January 1993..
 HK0486
 HK0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0486
 HK0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0486
 HK0486.The geoid height was determined by GEOID03.
 HK0486
 HK0486;                    North         East     Units Scale Factor Converg.
 HK0486;SPC CO S     -   371,616.061   974,890.387   MT  0.99999411   +0 25 05.9
 HK0486;SPC CO S     - 1,219,210.36  3,198,452.88   sFT  0.99999411   +0 25 05.9
 HK0486;UTM  13      - 4,124,474.948   516,133.095   MT  0.99960321   +0 06 36.6
 HK0486
 HK0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0486!SPC CO S     -   0.99960489  x   0.99999411  =   0.99959901
 HK0486!UTM  13      -   0.99960489  x   0.99960321  =   0.99920826
 HK0486
 HK0486:                Primary Azimuth Mark                     Grid Az
 HK0486:SPC CO S     -  HAGEN                                    104 11 14.1
 HK0486:UTM  13      -  HAGEN                                    104 29 43.4
 HK0486
 HK0486|---------------------------------------------------------------------|
 HK0486| PID    Reference Object                     Distance      Geod. Az  |
 HK0486|                                                           dddmmss.s |
 HK0486| HK0456 HAGEN                               APPROX. 6.8 KM 1043620.0 |
 HK0486|---------------------------------------------------------------------|
 HK0486
 HK0486                          SUPERSEDED SURVEY CONTROL
 HK0486
 HK0486  NAD 83(1986)-  37 16 00.14610(N)    104 49 04.95086(W) AD(       ) 3
 HK0486  NAD 27      -  37 16 00.08383(N)    104 49 02.97793(W) AD(       ) 3
 HK0486  NGVD 29 (07/19/86) 2535.4    (m)         8318.     (f) VERT ANG       
 HK0486
 HK0486.Superseded values are not recommended for survey control.
 HK0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0486.See file dsdata.txt to determine how the superseded data were derived.
 HK0486
 HK0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB1613324475(NAD 83)
 HK0486_MARKER: DD = SURVEY DISK
 HK0486_SETTING: 66 = SET IN ROCK OUTCROP
 HK0486_SP_SET: SET IN ROCK OUTCROP
 HK0486_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HK0486+STABILITY: POSITION/ELEVATION WELL
 HK0486
 HK0486  HISTORY     - Date     Condition        Report By
 HK0486  HISTORY     - 1949     MONUMENTED       USGS
 HK0486
 HK0486                          STATION DESCRIPTION
 HK0486
 HK0486'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 HK0486'TO REACH FROM CITY HALL IN TRINIDAD, COLORADO, GO W. ON COLORADO STATE
 HK0486'HIGHWAY 12 FOR 6.5 MI. TO COKEDALE RD., THEN RIGHT IN A NORTHWESTERLY
 HK0486'DIRECTION, 7.9 MI. TO RD. FORKS, CONTINUE ON LEFT FORK 1.5 MI. TO RD.
 HK0486'FORKS, TAKE THE LEFT FORK 0.8 MI. TO A RD. FORK, THEN TAKE THE RIGHT
 HK0486'FORK 0.9 MI. TO ANOTHER RD. FORK, GO LEFT 2.4 MI. TO A RD. FORK AND
 HK0486'CATTLEGUARD, TAKE THE MAIN RD. (LEFT FORK) 1.0 MI. TO A RD. FORK AT
 HK0486'POINT WHERE CANYON FORKS.  TAKE THE LEFT FORK 2.0 MI. TO THE R. C.
 HK0486'DOCHTER SAWMILL AND RANCH, CONTINUE ON THE SAME RD. 1.2 MI. PASSING
 HK0486'NUMEROUS BUILDINGS TO A RD. FORK, TAKE THE RIGHT FORK 0.45 MI. TO A
 HK0486'SMALL CANYON, GO UP CANYON IN A NORTHWESTERLY DIRECTION 0.15 MI. TO
 HK0486'THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK DUE N. TO THE TOP OF
 HK0486'THE RIDGE AND STATION.
 HK0486'
 HK0486'STATION MARK--STANDARD TABLET SET IN ROCK OUTCROP, STAMPED ---FRIO
 HK0486'1949---.
 HK0486'
 HK0486'REFERENCE MARK NO. 1--STANDARD TABLET SET IN ROCK OUTCROP, STAMPED
 HK0486'---NO. 1---, 45.0 FT., S 61 DEG 38 MIN E.
 HK0486'
 HK0486'REFERENCE MARK NO. 2--STANDARD TABLET SET IN ROCK OUTCROP, 40.0 FT.
 HK0486'S 23 DEG 16 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8180 ***********************************************************************
 AA8180  DESIGNATION -  FRITTERS
 AA8180  PID         -  AA8180
 AA8180  STATE/COUNTY-  CO/ADAMS
 AA8180  USGS QUAD   -  SUNNYDALE (1978)
 AA8180
 AA8180                         *CURRENT SURVEY CONTROL
 AA8180  ___________________________________________________________________
 AA8180* NAD 83(1992)-  39 59 04.06683(N)    104 24 52.95337(W)     ADJUSTED  
 AA8180* NAVD 88     -      1527.34   (meters)    5010.9    (feet)  LEVELING  
 AA8180  ___________________________________________________________________
 AA8180  X           -  -1,218,547.276 (meters)                     COMP
 AA8180  Y           -  -4,740,875.164 (meters)                     COMP
 AA8180  Z           -   4,077,633.417 (meters)                     COMP
 AA8180  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 AA8180  ELLIP HEIGHT-        1508.81  (meters)          (12/03/02) GPS OBS
 AA8180  GEOID HEIGHT-         -18.56  (meters)                     GEOID03
 AA8180
 AA8180  HORZ ORDER  -  FIRST
 AA8180  VERT ORDER  -  THIRD ?
 AA8180  ELLP ORDER  -  FOURTH    CLASS II
 AA8180
 AA8180.The horizontal coordinates were established by GPS observations
 AA8180.and adjusted by the National Geodetic Survey in September 1995..
 AA8180
 AA8180.The orthometric height was determined by differential leveling.
 AA8180.The vertical network tie was performed by a horz. field party for horz.
 AA8180.obs reductions. Reset procedures were used to establish the elevation.
 AA8180
 AA8180.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8180
 AA8180.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8180
 AA8180.The ellipsoidal height was determined by GPS observations
 AA8180.and is referenced to NAD 83.
 AA8180
 AA8180.The geoid height was determined by GEOID03.
 AA8180
 AA8180;                    North         East     Units Scale Factor Converg.
 AA8180;SPC CO N     -   377,662.627 1,007,094.673   MT  0.99996759   +0 42 04.5
 AA8180;SPC CO N     - 1,239,048.14  3,304,109.77   sFT  0.99996759   +0 42 04.5
 AA8180;UTM  13      - 4,426,196.780   549,971.716   MT  0.99963074   +0 22 34.0
 AA8180
 AA8180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8180!SPC CO N     -   0.99976336  x   0.99996759  =   0.99973095
 AA8180!UTM  13      -   0.99976336  x   0.99963074  =   0.99939418
 AA8180
 AA8180                          SUPERSEDED SURVEY CONTROL
 AA8180
 AA8180  ELLIP H (09/27/95) 1508.85   (m)                       GP(       ) 1 1
 AA8180
 AA8180.Superseded values are not recommended for survey control.
 AA8180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8180.See file dsdata.txt to determine how the superseded data were derived.
 AA8180
 AA8180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE4997226197(NAD 83)
 AA8180_MARKER: DH = HORIZONTAL CONTROL DISK
 AA8180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8180_STAMPING: FRITTERS 1995
 AA8180_MARK LOGO: NGS   
 AA8180_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA8180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8180+STABILITY: SURFACE MOTION
 AA8180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8180+SATELLITE: SATELLITE OBSERVATIONS - January 06, 1999
 AA8180
 AA8180  HISTORY     - Date     Condition        Report By
 AA8180  HISTORY     - 1995     MONUMENTED       CODOT
 AA8180  HISTORY     - 19990106 GOOD             JRENG
 AA8180
 AA8180                          STATION DESCRIPTION
 AA8180
 AA8180'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (KAW)
 AA8180'THE STATION WILL BE USED DURING A GPS PROJECT. THE STATION IS LOCATED
 AA8180'ABOUT 6.3 MI (10.1 KM) SOUTH OF PROSPECT VALLEY AND 16 MI (25.7 KM)
 AA8180'NORTH OF BENNETT ALONG STATE HIGHWAY 79 (SH 79) AT STATE HIGHWAY 79
 AA8180'MILEPOST 17.8 IN THE NORTHEAST 1/4 OF SECTION 10, T 1 S, R 63 W, 6TH
 AA8180'P.M.  OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION (CDOT). TO
 AA8180'REACH THE STATION FROM THE EAST JUNCTION OF STATE HIGHWAY 36 AND STATE
 AA8180'HIGHWAY 79 IN BENNETT, GO NORTH ON SH 79 FOR 16.6 MI (26.7 KM) TO THE
 AA8180'STATION ON THE LEFT.  IT IS LOCATED SOUTHWEST OF THE INTERSECTION OF
 AA8180'SH 79 AND EAST 160TH AVENUE. TO REACH THE STATION FROM THE JUNCTION OF
 AA8180'STATE HIGHWAY 52 AND SH 79 IN PROSPECT VALLEY, GO SOUTH ON SH 79 FOR
 AA8180'6.3 MI (10.1 KM) TO THE STATION ON THE RIGHT. THE STATION IS A BRASS
 AA8180'CAP SET IN A CONCRETE POST SET FLUSH WITH THE GROUND. IT IS 60.0 FT
 AA8180'(18.3 M) SOUTH OF THE CENTER OF EAST 160TH AVENUE, 38.4 FT (11.7 M)
 AA8180'SOUTH OF THE "EAST 160TH AVENUE AND KIOWA-BENNETT HWY" SIGN, 29.9 FT
 AA8180'(9.1 M) WEST OF THE CENTER OF SH 79, 4.2 FT (1.3 M) NORTH OF A CDOT
 AA8180'FIBERGLASS WITNESS POST AND 3.6 FT (1.1 M) SOUTH OF A CDOT FIBERGLASS
 AA8180'WITNESS POST. DESCRIPTION BY K.A. WILLIAMS
 AA8180
 AA8180                          STATION RECOVERY (1999)
 AA8180
 AA8180'RECOVERY NOTE BY JR ENGINEERING LTD 1999 (TGB)
 AA8180'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0444 ***********************************************************************
 KM0444  DESIGNATION -  FRUITA
 KM0444  PID         -  KM0444
 KM0444  STATE/COUNTY-  CO/MESA
 KM0444  USGS QUAD   -  COLORADO NATIONAL MONUMENT (1973)
 KM0444
 KM0444                         *CURRENT SURVEY CONTROL
 KM0444  ___________________________________________________________________
 KM0444* NAD 83(1992)-  39 05 13.48983(N)    108 43 57.62473(W)     ADJUSTED  
 KM0444* NAVD 88     -      1975.     (meters)    6480.     (feet)  SCALED    
 KM0444  ___________________________________________________________________
 KM0444  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 KM0444  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 KM0444
 KM0444  HORZ ORDER  -  THIRD
 KM0444
 KM0444.The horizontal coordinates were established by classical geodetic methods
 KM0444.and adjusted by the National Geodetic Survey in January 1993..
 KM0444
 KM0444.The orthometric height was scaled from a topographic map.
 KM0444
 KM0444.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0444
 KM0444.The geoid height was determined by GEOID03.
 KM0444
 KM0444;                    North         East     Units Scale Factor Converg.
 KM0444;SPC CO C     -   448,950.970   634,787.459   MT  0.99993594   -2 02 19.7
 KM0444;SPC CO C     - 1,472,933.31  2,082,631.86   sFT  0.99993594   -2 02 19.7
 KM0444;UTM  12      - 4,328,887.186   696,101.496   MT  1.00007354   +1 25 48.0
 KM0444
 KM0444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0444!SPC CO C     -   0.99969286  x   0.99993594  =   0.99962882
 KM0444!UTM  12      -   0.99969286  x   1.00007354  =   0.99976638
 KM0444
 KM0444                          SUPERSEDED SURVEY CONTROL
 KM0444
 KM0444  NAD 83(1986)-  39 05 13.48447(N)    108 43 57.62355(W) AD(       ) 3
 KM0444
 KM0444.Superseded values are not recommended for survey control.
 KM0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0444.See file dsdata.txt to determine how the superseded data were derived.
 KM0444
 KM0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ9610128887(NAD 83)
 KM0444_MARKER: DD = SURVEY DISK
 KM0444_SETTING: 66 = SET IN ROCK OUTCROP
 KM0444_SP_SET: SET IN ROCK OUTCROP
 KM0444_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0444+STABILITY: POSITION/ELEVATION WELL
 KM0444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0444+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2005
 KM0444
 KM0444  HISTORY     - Date     Condition        Report By
 KM0444  HISTORY     - 1934     MONUMENTED       USGS
 KM0444  HISTORY     - 20050301 GOOD             GEOCAC
 KM0444
 KM0444                          STATION DESCRIPTION
 KM0444
 KM0444'DESCRIBED BY US GEOLOGICAL SURVEY 1934
 KM0444'STATION IS ON TOP OF A SMALL DOME-SHAPED HILL, AT THE EXTREME N. END
 KM0444'OF THE LONG N. AND S. RIDGE, WHICH LIES TO THE W. OF THE MAIN RD.
 KM0444'ALONG THE W. RIM ON MONUMENT CANYON.
 KM0444'
 KM0444'IN DRY WEATHER A CAR CAN BE DRIVEN TO A POINT WITHIN 1/4 MI. S. OF
 KM0444'THE STATION, BY FOLLOWING OLD RD. ALONG THE FRUITA WATER LINE.  THIS
 KM0444'RD. IS REACHED BY TURNING LEFT FROM MAIN RD. 5.2 MI. N. OF GLADE PARK
 KM0444'POST OFFICE.  FROM THIS TURN, GO ALONG OLD RD. ABOUT 2.5 MI. TO THE
 KM0444'TOP OF THE RIDGE.  AT THIS POINT THERE IS AN OLD WOODEN WATERING
 KM0444'TROUGH.  TURN N. UNDER THE TELEPHONE LINE, DRIVE AS FAR AS POSSIBLE
 KM0444'ALONG THE RIDGE.  STATION CAN BE SEEN STRAIGHT AHEAD.
 KM0444'
 KM0444'STATION MARK--STANDARD BRONZE TABLET SET IN SOLID ROCK.
 KM0444'
 KM0444'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE TABLET SET IN SOLID
 KM0444'ROCK, 59.10 FT. FROM STATION, N 25 DEG 29 MIN E.
 KM0444'
 KM0444'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE TABLET SET IN SOLID
 KM0444'ROCK, 50.10 FT. FROM STATION, N 29 DEG 22 MIN W.
 KM0444
 KM0444                          STATION RECOVERY (2005)
 KM0444
 KM0444'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0444'NEW ACCESS INSTRUCTIONS.
 KM0444'TAKE CCC TRAIL ACROSS ROAD FROM COKE OVENS OVERLOOK 1/2 MILE TO OLD
 KM0444'FRUITA WATERLINE CROSSING. FOLLOW WATERLINE NORTH TO TOP OF RIDGE. AT
 KM0444'VALVE COVERS AND ACCESS VAULTS TURN EAST 3/10 MILES ALONG TOP OF RIDGE
 KM0444'TO STATION. APPROX. 1/2 HOUR WALK.
 KM0444'COORDINATES ARE NAD 83
 KM0444'RM1 N 39  05 13.6 W 108  43 58.5
 KM0444'RM2 N 39  05 13.2 W 108  43 57.3
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0852 ***********************************************************************
 JL0852  DESIGNATION -  FRUITLAND
 JL0852  PID         -  JL0852
 JL0852  STATE/COUNTY-  CO/MONTROSE
 JL0852  USGS QUAD   -  GRIZZLY RIDGE (1979)
 JL0852
 JL0852                         *CURRENT SURVEY CONTROL
 JL0852  ___________________________________________________________________
 JL0852* NAD 83(1992)-  38 35 41.40535(N)    107 44 07.86133(W)     ADJUSTED  
 JL0852* NAVD 88     -      2611.5    (meters)    8568.     (feet)  VERTCON   
 JL0852  ___________________________________________________________________
 JL0852  LAPLACE CORR-           9.82  (seconds)                    DEFLEC99
 JL0852  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 JL0852
 JL0852  HORZ ORDER  -  THIRD
 JL0852
 JL0852.The horizontal coordinates were established by classical geodetic methods
 JL0852.and adjusted by the National Geodetic Survey in January 1993..
 JL0852
 JL0852.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0852
 JL0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0852
 JL0852.The geoid height was determined by GEOID03.
 JL0852
 JL0852;                    North         East     Units Scale Factor Converg.
 JL0852;SPC CO S     -   521,137.191   719,659.528   MT  1.00003347   -1 22 16.4
 JL0852;SPC CO S     - 1,709,764.27  2,361,082.97   sFT  1.00003347   -1 22 16.4
 JL0852;SPC CO C     -   391,728.968   719,672.040   MT  0.99997468   -1 24 35.7
 JL0852;SPC CO C     - 1,285,197.46  2,361,124.02   sFT  0.99997468   -1 24 35.7
 JL0852;UTM  13      - 4,275,365.770   261,761.547   MT  1.00029900   -1 42 26.1
 JL0852
 JL0852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0852!SPC CO S     -   0.99959291  x   1.00003347  =   0.99962637
 JL0852!SPC CO C     -   0.99959291  x   0.99997468  =   0.99956760
 JL0852!UTM  13      -   0.99959291  x   1.00029900  =   0.99989179
 JL0852
 JL0852:                Primary Azimuth Mark                     Grid Az
 JL0852:SPC CO S     -  WARNER                                   204 02 58.2
 JL0852:SPC CO C     -  WARNER                                   204 05 17.5
 JL0852:UTM  13      -  WARNER                                   204 23 07.9
 JL0852
 JL0852|---------------------------------------------------------------------|
 JL0852| PID    Reference Object                     Distance      Geod. Az  |
 JL0852|                                                           dddmmss.s |
 JL0852| JL0861 WARNER                              APPROX. 3.5 KM 2024041.8 |
 JL0852|---------------------------------------------------------------------|
 JL0852
 JL0852                          SUPERSEDED SURVEY CONTROL
 JL0852
 JL0852  NAD 83(1986)-  38 35 41.39622(N)    107 44 07.84051(W) AD(       ) 3
 JL0852  NAD 27      -  38 35 41.44181(N)    107 44 05.63190(W) AD(       ) 3
 JL0852  NGVD 29 (07/19/86) 2610.1    (m)         8563.     (f) VERT ANG       
 JL0852
 JL0852.Superseded values are not recommended for survey control.
 JL0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0852.See file dsdata.txt to determine how the superseded data were derived.
 JL0852
 JL0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC6176275366(NAD 83)
 JL0852
 JL0852  HISTORY     - Date     Condition        Report By
 JL0852  HISTORY     - 1934     MONUMENTED       USGS
 JL0852  HISTORY     - 1955     GOOD             USGS
 JL0852
 JL0852                          STATION DESCRIPTION
 JL0852
 JL0852'DESCRIBED BY US GEOLOGICAL SURVEY 1955 (JCH)
 JL0852'RECOVERED AND REDESCRIBED AS FOLLOWS
 JL0852'
 JL0852'STATION IS ABOUT 8 MI. S. AND 6 MI. W. OF CRAWFORD, COLORADO, ON THE
 JL0852'SW. CORNER AND HIGH POINT OF FRUITLAND MESA, IN THE S. CENTRAL PART OF
 JL0852'SEC. 14, T 50 N, R 8 W.
 JL0852'
 JL0852'TO REACH THE STATION FROM CRAWFORD POST OFFICE, DELTA COUNTY, GO S.
 JL0852'ALONG STATE ROAD 92 2.0 MI. TO A T-RD. W. WHICH IS THE BLACK CANYON
 JL0852'NATIONAL MONUMENT ROAD, TURN W. ON THIS RD. AND FOLLOW 7.6 MI. TO A
 JL0852'SIDE RD. SW., THENCE SW. UP FRUITLAND MESA, GRADUALLY TUNING W. 6.0
 JL0852'MI. TO A T-RD. S., THENCE S. 0.5 MI. TO A POINT WHERE THE RD. DROPS
 JL0852'OFF AN E-W. RIDGE.  PARK TRUCK, FOLLOW RIDGE E. ABOUT 300 FT. TO A
 JL0852'POINT WHERE IT TURNS S., FOLLOW TRAIL S. ALONG W. SIDE OF RIDGE ABOUT
 JL0852'0.25 MI. TO HIGHEST POINT AND STATION.
 JL0852'
 JL0852'STATION MARK--STANDARD BRONZE TABLET SET IN A LARGE SANDSTONE BOULDER
 JL0852'IN PLACE.
 JL0852'
 JL0852'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE MARK SET IN LARGE
 JL0852'SANDSTONE BOULDER IN PLACE, 36.30 FT. FROM STATION MARK,
 JL0852'S 55 DEG 23 MIN W.
 JL0852'
 JL0852'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE MARK SET IN LARGE
 JL0852'SANDSTONE BOULDER IN PLACE, 34.80 FT. FROM STATION MARK,
 JL0852'N 48 DEG 47 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5875 ***********************************************************************
 AI5875  PACS        -  This is a Primary Airport Control Station.
 AI5875  DESIGNATION -  FTG A
 AI5875  PID         -  AI5875
 AI5875  STATE/COUNTY-  CO/ADAMS
 AI5875  USGS QUAD   -  MANILA (1951)
 AI5875
 AI5875                         *CURRENT SURVEY CONTROL
 AI5875  ___________________________________________________________________
 AI5875* NAD 83(1992)-  39 47 43.68526(N)    104 33 14.93923(W)     ADJUSTED  
 AI5875* NAVD 88     -      1673.59   (meters)    5490.8    (feet)  GPS OBS   
 AI5875  ___________________________________________________________________
 AI5875  X           -  -1,233,492.483 (meters)                     COMP
 AI5875  Y           -  -4,751,033.592 (meters)                     COMP
 AI5875  Z           -   4,061,622.488 (meters)                     COMP
 AI5875  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 AI5875  ELLIP HEIGHT-        1655.48  (meters)          (10/21/02) GPS OBS
 AI5875  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 AI5875
 AI5875  HORZ ORDER  -  B
 AI5875  ELLP ORDER  -  FIFTH     CLASS I
 AI5875
 AI5875.This mark is at Front Range Airport (FTG)
 AI5875
 AI5875.ITRF positions are available for this station.
 AI5875.The horizontal coordinates were established by GPS observations
 AI5875.and adjusted by the National Geodetic Survey in June 2000..
 AI5875
 AI5875.The orthometric height was determined by GPS observations and a
 AI5875.high-resolution geoid model.
 AI5875
 AI5875.GPS derived orthometric heights for airport stations designated as
 AI5875.PACS or SACS are published to 2 decimal places.  This maintains
 AI5875.centimeter relative accuracy between the PACS and SACS.  It does
 AI5875.not indicate centimeter accuracy relative to other marks which are
 AI5875.part of the NAVD 88 network.
 AI5875
 AI5875.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5875
 AI5875.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5875
 AI5875.The ellipsoidal height was determined by GPS observations
 AI5875.and is referenced to NAD 83.
 AI5875
 AI5875.The geoid height was determined by GEOID03.
 AI5875
 AI5875;                    North         East     Units Scale Factor Converg.
 AI5875;SPC CO N     -   356,543.330   995,409.602   MT  0.99998822   +0 36 40.1
 AI5875;SPC CO N     - 1,169,759.24  3,265,773.00   sFT  0.99998822   +0 36 40.1
 AI5875;UTM  13      - 4,405,151.641   538,171.015   MT  0.99961794   +0 17 07.3
 AI5875
 AI5875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5875!SPC CO N     -   0.99974035  x   0.99998822  =   0.99972858
 AI5875!UTM  13      -   0.99974035  x   0.99961794  =   0.99935839
 AI5875
 AI5875                          SUPERSEDED SURVEY CONTROL
 AI5875
 AI5875  ELLIP H (06/30/00) 1655.50   (m)                       GP(       ) 1 1
 AI5875
 AI5875.Superseded values are not recommended for survey control.
 AI5875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5875.See file dsdata.txt to determine how the superseded data were derived.
 AI5875
 AI5875_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE3817105152(NAD 83)
 AI5875_MARKER: I = METAL ROD
 AI5875_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI5875_STAMPING: FTG A 1999
 AI5875_MARK LOGO: NGS   
 AI5875_PROJECTION: FLUSH
 AI5875_MAGNETIC: I = MARKER IS A STEEL ROD
 AI5875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5875+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2006
 AI5875_ROD/PIPE-DEPTH: 5.48 meters
 AI5875_SLEEVE-DEPTH  : 0.9 meters
 AI5875
 AI5875  HISTORY     - Date     Condition        Report By
 AI5875  HISTORY     - 1999     MONUMENTED       MSAM
 AI5875  HISTORY     - 20060124 GOOD             NONE
 AI5875  HISTORY     - 20060127 GOOD             NONE
 AI5875  HISTORY     - 20060505 GOOD             NONE
 AI5875
 AI5875                          STATION DESCRIPTION
 AI5875
 AI5875'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AI5875'THE STATION IS LOCATED ABOUT 7 KM (4.35 MI) NORTH-NORTHEAST OF WATKINS
 AI5875', 12 KM (7.45 MI) WEST-NORTHWEST OF BENNETT, AT THE FRONT RANGE
 AI5875'AIRPORT.  IT IS NORTH OF RUNWAY 8/26, EAST OF TAXIWAY A5 AND SOUTH OF
 AI5875'THE AIRPORT BOUNDARY FENCE.  THE AIRPORT IS NOT CONTROLLED. PERMISSION
 AI5875'TO USE THIS STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER CONTACT
 AI5875'MR DENNIS HEAP AT 5200 FRONT RANGE PARKWAY, WATKINS, COLORADO 80137,
 AI5875'TELEPHONE 303-261-9100.  OWNERSHIP--FRONT RANGE AIRPORT
 AI5875'TO REACH THE STATION FROM THE I-70 OVERPASS AT EXIT 295 (I-70 WATKINS
 AI5875'EXIT) GO NORTH ON WATKINS ROAD FOR 0.25 MI (0.40 KM) TO AN
 AI5875'INTERSECTION.  TURN RIGHT, EAST, ON EAST COLFAX AVEUNE FOR 1.0 MI (1.6
 AI5875'KM) TO A SIDE ROAD.  TURN LEFT, NORTH, ON IMBODEN ROAD FOR 2.4 MI (3.9
 AI5875'KM) TO AN INTERSECTION.  TURN RIGHT, EAST, ON COUNTY ROAD 48 FOR 1.7
 AI5875'MI (2.7 KM) TO THE ENTRANCE OF FRONT RANGE AIRPORT.  TURN LEFT, NORTH,
 AI5875'ON FRONT RANGE PARKWAY FOR 0.55 MI (0.89 KM) TO 52ND AVEUNE.  TURN
 AI5875'RIGHT, EAST, FOR 0.05 MI (0.08 KM) TO THE TERMINAL LOT.  TURN LEFT,
 AI5875'NORTH, ACROSS THE APRON FOR 0.1 MI (0.2 KM) TO TAXIWAY A.  TURN LEFT,
 AI5875'WEST, ON TAXIWAY A FOR 0.30 MI (0.48 KM) TO AN INTERSECTION.  TURN
 AI5875'RIGHT, NORTH, ON TAXIWAY A5 FOR 0.05 MI (0.08 KM) TO AN INTERSECTION.
 AI5875'TURN RIGHT, EAST, ON RUNWAY 8/26 FOR 0.10 MI (0.16 KM) .  TURN LEFT,
 AI5875'NORTH, FOR 0.1 MI (0.2 KM) TO THE TOP OF A RISE AND THE STATION JUST
 AI5875'SOUTH OF A PLOWED FIELD
 AI5875'THE MARK IS A PUNCH HOLE, TOP CENTER ON STAINLESS STEEL ROD DRIVEN TO
 AI5875'REFUSAL AT A DEPTH OF 18 FT, (5.5 M) ENCASED IN A 0.9 M (3.0 FT) LONG
 AI5875'GREASED PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID,
 AI5875'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 582 FT
 AI5875'(177.4 M) SOUTH-SOUTHEAST OF THE NORTHERN AIRPORT BOUNDARY FENCE, 543
 AI5875'FT (165.5 M) NORTH-NORTHWEST FROM THE NORTH EDGE OF RUNWAY 8 / 26, 2.5
 AI5875'M (8.2 FT) SOUTH-SOUTHEAST FROM THE EDGE OF A PLOWED FIELD, IN LINE
 AI5875'WITH THE CENTER OF RAMP R1, 0.65 M (2.13 FT) NORTHWEST OF A FIBERGLASS
 AI5875'WITNESS POST AND 0.7 M (2.3 FT) SOUTHEAST OF A FIBERGLASS WITNESS
 AI5875'POST.  THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL
 AI5875'STATION.
 AI5875
 AI5875                          STATION RECOVERY (2006)
 AI5875
 AI5875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RHF)
 AI5875'DATA SUBMITTED BY GEORGE MOODY, MOUNTAIN NAVIGATION INC., 1824 SOUTH
 AI5875'ZANG COURT,LAKEWOOD, CO 80228 303-514-5232, GPSGURU@COMCAST.NET
 AI5875
 AI5875                          STATION RECOVERY (2006)
 AI5875
 AI5875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006 (RHF)
 AI5875'OCCUPIED BY GEORGE MOODY, MOUNTAIN NAVIGATION INC., 1824 SOUTH LANG
 AI5875'CT., LAKEWOOD, CO  80028,303-514-5232,GPSGURU_COMCAST.NET
 AI5875
 AI5875                          STATION RECOVERY (2006)
 AI5875
 AI5875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2006
 AI5875'OCCUPIED BY GEORGE MOODY - MOUNTAIN NAVIGATION INC., 1824 SOUTH LANG
 AI5875'CT., LAKEWOOD, CO  80028
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5874 ***********************************************************************
 AI5874  SACS        -  This is a Secondary Airport Control Station.
 AI5874  DESIGNATION -  FTG B
 AI5874  PID         -  AI5874
 AI5874  STATE/COUNTY-  CO/ADAMS
 AI5874  USGS QUAD   -  MANILA (1951)
 AI5874
 AI5874                         *CURRENT SURVEY CONTROL
 AI5874  ___________________________________________________________________
 AI5874* NAD 83(1992)-  39 47 08.87502(N)    104 31 24.25883(W)     ADJUSTED  
 AI5874* NAVD 88     -      1667.74   (meters)    5471.6    (feet)  GPS OBS   
 AI5874  ___________________________________________________________________
 AI5874  X           -  -1,231,114.147 (meters)                     COMP
 AI5874  Y           -  -4,752,355.722 (meters)                     COMP
 AI5874  Z           -   4,060,793.554 (meters)                     COMP
 AI5874  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 AI5874  ELLIP HEIGHT-        1649.59  (meters)          (10/21/02) GPS OBS
 AI5874  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 AI5874
 AI5874  HORZ ORDER  -  FIRST
 AI5874  ELLP ORDER  -  FIFTH     CLASS I
 AI5874
 AI5874.This mark is at Front Range Airport (FTG)
 AI5874
 AI5874.The horizontal coordinates were established by GPS observations
 AI5874.and adjusted by the National Geodetic Survey in June 2000..
 AI5874
 AI5874.The orthometric height was determined by GPS observations and a
 AI5874.high-resolution geoid model.
 AI5874
 AI5874.GPS derived orthometric heights for airport stations designated as
 AI5874.PACS or SACS are published to 2 decimal places.  This maintains
 AI5874.centimeter relative accuracy between the PACS and SACS.  It does
 AI5874.not indicate centimeter accuracy relative to other marks which are
 AI5874.part of the NAVD 88 network.
 AI5874
 AI5874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5874
 AI5874.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5874
 AI5874.The ellipsoidal height was determined by GPS observations
 AI5874.and is referenced to NAD 83.
 AI5874
 AI5874.The geoid height was determined by GEOID03.
 AI5874
 AI5874;                    North         East     Units Scale Factor Converg.
 AI5874;SPC CO N     -   355,498.338   998,054.452   MT  0.99998956   +0 37 51.6
 AI5874;SPC CO N     - 1,166,330.80  3,274,450.31   sFT  0.99998956   +0 37 51.6
 AI5874;UTM  13      - 4,404,092.014   540,808.903   MT  0.99962050   +0 18 18.0
 AI5874
 AI5874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5874!SPC CO N     -   0.99974128  x   0.99998956  =   0.99973084
 AI5874!UTM  13      -   0.99974128  x   0.99962050  =   0.99936187
 AI5874
 AI5874                          SUPERSEDED SURVEY CONTROL
 AI5874
 AI5874  ELLIP H (06/30/00) 1649.61   (m)                       GP(       ) 1 1
 AI5874
 AI5874.Superseded values are not recommended for survey control.
 AI5874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5874.See file dsdata.txt to determine how the superseded data were derived.
 AI5874
 AI5874_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE4080904092(NAD 83)
 AI5874_MARKER: DD = SURVEY DISK
 AI5874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5874_STAMPING: FTG B 1999
 AI5874_MARK LOGO: NGS   
 AI5874_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5874+STABILITY: SURFACE MOTION
 AI5874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5874+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5874
 AI5874  HISTORY     - Date     Condition        Report By
 AI5874  HISTORY     - 1999     MONUMENTED       MSAM
 AI5874
 AI5874                          STATION DESCRIPTION
 AI5874
 AI5874'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AI5874'THE STATION IS LOCATED ABOUT 8 KM (4.95 MI) NORTH-NORTHEAST OF WATKINS
 AI5874', 9 KM (5.60 MI) WEST-NORTHWEST OF BENNETT, AT THE FRONT RANGE AIRPORT
 AI5874'.  IT IS NORTH OF TAXIWAY D7, EAST OF TAXIWAY E AND WEST OF A
 AI5874'MAINTENANCE BUILDING.  THE AIRPORT IS NOT CONTROLLED.  PERMISSION TO
 AI5874'USE THIS STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER CONTACT MR
 AI5874'DENNIS HEAP AT 5200 FRONT RANGE PARKWAY, WATKINS, COLORADO 80137,
 AI5874'TELEPHONE 303-261-9100.  OWNERSHIP--FRONT RANGE AIRPORT
 AI5874'TO REACH THE STATION FROM THE I-70 OVERPASS AT EXIT 295 (I-70 WATKINS
 AI5874'EXIT) GO NORTH ON WATKINS ROAD FOR 0.25 MI (0.40 KM) TO AN
 AI5874'INTERSECTION.  TURN RIGHT, EAST, ON EAST COLFAX AVEUNE FOR 1.0 MI (1.6
 AI5874'KM) TO A SIDE ROAD.  TURN LEFT, NORTH, ON IMBODEN ROAD FOR 2.4 MI (3.9
 AI5874'KM) TO AN INTERSECTION.  TURN RIGHT, EAST, ON COUNTY ROAD 48 FOR 1.7
 AI5874'MI (2.7 KM) TO THE ENTRANCE OF FRONT RANGE AIRPORT.  TURN LEFT, NORTH,
 AI5874'ON FRONT RANGE PARKWAY FOR 0.55 MI (0.89 KM) TO 52ND AVEUNE.  TURN
 AI5874'RIGHT, EAST, FOR 0.05 MI (0.08 KM) TO THE TERMINAL LOT.  TURN LEFT,
 AI5874'NORTH ACROSS THE APRON FOR 0.1 MI (0.2 KM) TO TAXIWAY A6.  TURN RIGHT,
 AI5874'EAST, ON TAXIWAY A FOR 0.65 MI (1.05 KM) TO AN INTERSECTION.  TURN
 AI5874'RIGHT, SOUTH, ON TAXIWAY C2 FOR 0.05 MI (0.08 KM) .  TURN LEFT, EAST,
 AI5874'ON TAXIWAY B FOR 0.55 MI (0.89 KM) TO AN INTERSECTION.  TURN RIGHT,
 AI5874'SOUTH, ON TAXIWAY E OR 0.4 MI (0.6 KM) TO AN INTERSECTION.  TURN LEFT,
 AI5874'EAST, FOR 0.1 MI (0.2 KM) TO THE STATION ON THE LEFT
 AI5874'THE MARK IS A NGS BRASS DISK SET IN THE TOP OF A CONCRETE POST.  IT IS
 AI5874'ABOUT 0.1 MI (0.2 KM) WEST OF A MAINTENANCE BUILDING, 74.6 M (244.8
 AI5874'FT) EAST-NORTHEAST FROM AN ORANGE PAINT SPOT MARKED--CL-- AT THE NORTH
 AI5874'END OF RUNWAY 35/17, 71.4 M (234.3 FT) EAST FROM THE EXTENDED
 AI5874'CENTERLINE OF RUNWAY 35/17, 53.8 M (176.5 FT) WEST FROM THE CENTER OF
 AI5874'A SIGN--D7-D--, 38.0 M (124.7 FT) EAST-NORTHEAST FROM THE TOP CENTER
 AI5874'OF A FLASHING DANGER LIGHT, 30.0 M (98.4 FT) NORTH -NORTHWEST FROM THE
 AI5874'CENTERLINE OF TAXIWAY D7.  THIS STATION IS DESIGNATED AS A SECONDARY
 AI5874'AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3086 ***********************************************************************
 AI3086  DESIGNATION -  FUNDERBURK
 AI3086  PID         -  AI3086
 AI3086  STATE/COUNTY-  CO/ADAMS
 AI3086  USGS QUAD   -  LIVING SPRINGS (1978)
 AI3086
 AI3086                         *CURRENT SURVEY CONTROL
 AI3086  ___________________________________________________________________
 AI3086* NAD 83(1992)-  39 54 44.30853(N)    104 19 09.56237(W)     ADJUSTED  
 AI3086* NAVD 88     -      1546.4    (meters)    5073.     (feet)  GPS OBS   
 AI3086  ___________________________________________________________________
 AI3086  X           -  -1,211,929.173 (meters)                     COMP
 AI3086  Y           -  -4,747,897.012 (meters)                     COMP
 AI3086  Z           -   4,071,502.274 (meters)                     COMP
 AI3086  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 AI3086  ELLIP HEIGHT-        1527.86  (meters)          (12/03/02) GPS OBS
 AI3086  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 AI3086
 AI3086  HORZ ORDER  -  FIRST
 AI3086  ELLP ORDER  -  FOURTH    CLASS II
 AI3086
 AI3086.The horizontal coordinates were established by GPS observations
 AI3086.and adjusted by the National Geodetic Survey in December 1999..
 AI3086
 AI3086.The orthometric height was determined by GPS observations and a
 AI3086.high-resolution geoid model.
 AI3086
 AI3086.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3086
 AI3086.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3086
 AI3086.The ellipsoidal height was determined by GPS observations
 AI3086.and is referenced to NAD 83.
 AI3086
 AI3086.The geoid height was determined by GEOID03.
 AI3086
 AI3086;                    North         East     Units Scale Factor Converg.
 AI3086;SPC CO N     -   369,756.020 1,015,347.667   MT  0.99997419   +0 45 46.3
 AI3086;SPC CO N     - 1,213,107.88  3,331,186.47   sFT  0.99997419   +0 45 46.3
 AI3086;UTM  13      - 4,418,246.060   558,176.895   MT  0.99964167   +0 26 12.3
 AI3086
 AI3086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3086!SPC CO N     -   0.99976037  x   0.99997419  =   0.99973456
 AI3086!UTM  13      -   0.99976037  x   0.99964167  =   0.99940212
 AI3086
 AI3086                          SUPERSEDED SURVEY CONTROL
 AI3086
 AI3086  ELLIP H (12/27/99) 1527.89   (m)                       GP(       ) 4 1
 AI3086
 AI3086.Superseded values are not recommended for survey control.
 AI3086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3086.See file dsdata.txt to determine how the superseded data were derived.
 AI3086
 AI3086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE5817718246(NAD 83)
 AI3086_MARKER: DD = SURVEY DISK
 AI3086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3086_STAMPING: FUNDERBURK 1999
 AI3086_MARK LOGO: CO-001
 AI3086_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI3086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3086+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3086
 AI3086  HISTORY     - Date     Condition        Report By
 AI3086  HISTORY     - 1999     MONUMENTED       JRENG
 AI3086
 AI3086                          STATION DESCRIPTION
 AI3086
 AI3086'DESCRIBED BY JR ENGINEERING LTD 1999 (TGB)
 AI3086'DESCRIBED BY JR ENGINEERING 1999 (TGB) .  THE STATION IS LOCATED ABOUT
 AI3086'11.7 MI (18.8 KM) NORTH OF STRASBURG IN THE ROW OF STRASBURG ROAD IN
 AI3086'THE NORTHEAST 1/4 OF SECTION 4, T 2 S, R 62 W, 6TH P.M.
 AI3086'OWNERSHIP--ADAMS COUNTY.  TO REACH THE STATION FROM THE INTERSECTION
 AI3086'OF STRASBURG ROAD AND 88TH AVENUE, PROCEED NORTH ON STRASBURG ROAD FOR
 AI3086'4.0 MI (6.4 KM) TO THE INTERSECTON OF 120TH AVENUE AND THE STATION ON
 AI3086'THE LEFT.  THE STATION IS A STANDARD ADAMS COUNTY BRASS SURVEY MARK
 AI3086'DISK STAMPED FUNDERBURK 1999 SET IN THE TOP OF A 24 INCH ROUND
 AI3086'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 24.5 FT (7.5 M) WEST OF
 AI3086'THE CENTER OF STRASBURG ROAD, 67.0 FT (20.4 M) SOUTH OF THE CENTER OF
 AI3086'120TH AVENUE EXTENDED, 36.0 FT (11.0 M) SOUTH OF A WOOD FENCE CORNER
 AI3086'POST, 2.5 FT (0.8 M) NORTH OF A FIBERGLASS WITNESS POST, 2.5 FT (0.8
 AI3086'M) SOUTH OF A FIBERGLASS WITNESS POST AND 1.0 FT (0.3 M) BELOW
 AI3086'STRASBURG ROAD.  DESCRIPTION BY T.G.  BEERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0707 ***********************************************************************
 LK0707  DESIGNATION -  FUNK
 LK0707  PID         -  LK0707
 LK0707  STATE/COUNTY-  CO/MORGAN
 LK0707  USGS QUAD   -  VALLERY (1984)
 LK0707
 LK0707                         *CURRENT SURVEY CONTROL
 LK0707  ___________________________________________________________________
 LK0707* NAD 83(1992)-  40 09 12.71328(N)    103 53 58.58109(W)     ADJUSTED  
 LK0707* NAVD 88     -      1408.     (meters)    4619.     (feet)  SCALED    
 LK0707  ___________________________________________________________________
 LK0707  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 LK0707  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 LK0707
 LK0707  HORZ ORDER  -  FIRST
 LK0707
 LK0707.The horizontal coordinates were established by classical geodetic methods
 LK0707.and adjusted by the National Geodetic Survey in January 1993..
 LK0707
 LK0707.The orthometric height was scaled from a topographic map.
 LK0707
 LK0707.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0707
 LK0707.The geoid height was determined by GEOID03.
 LK0707
 LK0707;                    North         East     Units Scale Factor Converg.
 LK0707;SPC CO N     -   397,097.751 1,050,745.999   MT  0.99995828   +1 02 02.6
 LK0707;SPC CO N     - 1,302,811.54  3,447,322.50   sFT  0.99995828   +1 02 02.6
 LK0707;UTM  13      - 4,445,378.307   593,719.592   MT  0.99970812   +0 42 34.7
 LK0707
 LK0707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0707!SPC CO N     -   0.99978225  x   0.99995828  =   0.99974054
 LK0707!UTM  13      -   0.99978225  x   0.99970812  =   0.99949044
 LK0707
 LK0707|---------------------------------------------------------------------|
 LK0707| PID    Reference Object                     Distance      Geod. Az  |
 LK0707|                                                           dddmmss.s |
 LK0707| CP8071 FUNK RM 1                            28.958 METERS 03622     |
 LK0707| CP8072 FUNK RM 2                            21.286 METERS 16427     |
 LK0707| CP8070 FUNK AZ MK                                         3201538.9 |
 LK0707|---------------------------------------------------------------------|
 LK0707
 LK0707                          SUPERSEDED SURVEY CONTROL
 LK0707
 LK0707  NAD 83(1986)-  40 09 12.70397(N)    103 53 58.58123(W) AD(       ) 1
 LK0707  NAD 27      -  40 09 12.76900(N)    103 53 56.76800(W) AD(       ) 1
 LK0707
 LK0707.Superseded values are not recommended for survey control.
 LK0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0707.See file dsdata.txt to determine how the superseded data were derived.
 LK0707
 LK0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE9372045378(NAD 83)
 LK0707_MARKER: DS = TRIANGULATION STATION DISK
 LK0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0707
 LK0707  HISTORY     - Date     Condition        Report By
 LK0707  HISTORY     - 1935     MONUMENTED       CGS
 LK0707  HISTORY     - 1963     GOOD             CGS
 LK0707  HISTORY     - 1963     GOOD             USGS
 LK0707  HISTORY     - 1976     GOOD             NGS
 LK0707  HISTORY     - 1981     GOOD             LOCENG
 LK0707
 LK0707                          STATION DESCRIPTION
 LK0707
 LK0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LK0707'STATION IS 5 MILES WEST AND 7 MILES SOUTH OF FORT MORGAN,
 LK0707'COLORADO AND IS LOCATED IN THE (APPROX.) NORTHWEST QUARTER
 LK0707'OF SEC. 8, T. 2 N., R. 58 W., ON A HIGH SAND HILL, ON PASTURE
 LK0707'OWNED BY MR. MILTON F. FUNK, AND 1.75 MILES SOUTHEAST OF
 LK0707'THE RANCH BUILDINGS OF MR. WALT HARRIS WHICH BEAR 302 DEGREES
 LK0707'MAGNETIC FROM THE STATION.  THERE ARE HILLS 1.0 MILE SOUTHEAST
 LK0707'WHICH ARE HIGHER THAN THE STATION HILL.  STATION IS 0.5 MILE
 LK0707'SOUTH OF AN EAST-WEST FENCE AND ANGLING TRACK ROAD.  THE
 LK0707'MARK PROJECTS 10 INCHES.
 LK0707'
 LK0707'REFERENCE MARK NO. 1 IS NORTH-NORTHWEST OF STATION,
 LK0707'AND PROJECTS 3 INCHES.
 LK0707'
 LK0707'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF STATION,
 LK0707'AND PROJECTS 2 INCHES.
 LK0707'
 LK0707'THE AZIMUTH MARK IS ABOUT 1.0 MILE WEST-NORTHWEST
 LK0707'OF STATION, 0.10 MILE EAST OF THE RANCH BUILDINGS OF WALT
 LK0707'HARRIS, 15 FEET SOUTHEAST OF CENTERLINE OF A WIRE GATE, AND 5
 LK0707'FEET SOUTH OF A NORTHEAST CORNER POST, IN THE FENCELINE.  THE
 LK0707'MARK PROJECTS 3 INCHES, IS NOT VISIBLE FROM THE GROUND.  A
 LK0707'15-FOOT TARGET WILL CLEAR THE LINES.
 LK0707'
 LK0707'A 10-FOOT STAND CLEARED ALL LINES EXCEPT THE LINE TO THE
 LK0707'AZIMUTH MARK.
 LK0707'
 LK0707'STATION WAS REACHED FROM FORT MORGAN, COLORADO, BY DRIVING
 LK0707'WEST ON U.S. HIGHWAY 6 FOR 6.6 MILES TO A CROSSROADS (NORTH-SOUTH).
 LK0707'THERE IS A 2-STORY SHACK IN THE NORTHEAST ANGLE.  TURN ACROSS
 LK0707'RAILROAD TRACKS TO THE LEFT (SOUTH), LEAVE U.S. HIGHWAY 6
 LK0707'AND GO SOUTH IN A LANE 4.6 MILES TO THE END OF LANE, PASS THROUGH
 LK0707'A WIRE GATE AND TAKE LEFT FORK SOUTHEASTERLY FOR 0.7 MILE TO
 LK0707'THE RANCH BUILDINGS OF WALT HARRIS, PASS BETWEEN HOUSE AND
 LK0707'BARN AND THROUGH A WIRE GATE WHICH IS ABOUT 75 YARDS NORTHEAST
 LK0707'OF HOUSE, GO UP HILL (EAST) ON A TRACK ROAD 0.6 MILE TO A
 LK0707'NORTH-SOUTH LET-DOWN FENCE, CROSS FENCE AND GO SOUTHEASTERLY
 LK0707'ON MAIN TRACKS FOR 0.5 MILE AND CROSS ANOTHER LET-DOWN
 LK0707'FENCE, GO SOUTHERLY, LEAVING TRACK ROAD, 0.5 MILE TO TOP OF
 LK0707'HIGHEST SAND HILL AND STATION.
 LK0707
 LK0707                          STATION RECOVERY (1963)
 LK0707
 LK0707'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (DHH)
 LK0707'REVISED ROUTE DESCRIPTION--
 LK0707'
 LK0707'STATION WAS REACHED FROM FORT MORGAN, COLORADO, BY DRIVING WEST
 LK0707'ON U.S. HIGHWAY 6 FOR 6.6 MILES TO CROSS ROAD (NORTH-SOUTH),
 LK0707'TURN SOUTH ACROSS RAILROAD TRACKS AND LEAVE HIGHWAY 6 AND
 LK0707'GO SOUTH ALONG STATE ROAD 144 6.9 MILES (ROAD BENDS TO THE
 LK0707'EAST HERE FOR 1.0 MILES) TURN EAST FOR 1.0 MILE TO WHERE ROAD
 LK0707'TURNS SOUTH, GO THRU GATE ON EAST SIDE OF ROAD AND FOLLOW
 LK0707'TRACK ROAD FOR 0.5 MILE EAST LEAVE ROAD AND GO NORTH 0.5 MILE
 LK0707'TO HIGHEST HILL IN VICINITY AND STATION.
 LK0707'
 LK0707'STA. MK. PROJECTS 1.8 IN.
 LK0707
 LK0707                          STATION RECOVERY (1963)
 LK0707
 LK0707'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (IJB)
 LK0707'RECOVERED AND REDESCRIBED AS FOLLOWS
 LK0707'
 LK0707'STATION WAS REACHED FROM FORT MORGAN, COLORADO, BY DRIVING W. ON U.S.
 LK0707'HIGHWAY 6 FOR 6.6 MI. TO CROSSROADS (N. AND S.), TURN S. ACROSS
 LK0707'RAILROAD TRACKS AND LEAVE HIGHWAY 6 AND GO S. ALONG STATE HIGHWAY 144
 LK0707'FOR 6.9 MI., RD. BENDS HERE TO THE E. FOR 1.0 MI., TURN E. FOR 1.0
 LK0707'MI. TO WHERE RD. TURNS S., CONTINUE E. THRU GATE AND FOLLOW TRACK RD.
 LK0707'0.5 MI.  LEAVE RD. AND GO N. 0.5 MI. TO HIGHEST HILL IN VICINITY AND
 LK0707'STATION.
 LK0707'
 LK0707'STATION MARK--STANDARD USC AND GS DISK, SET IN CONCRETE POST,
 LK0707'PROJECTING 1.8 FT. ABOVE GROUND, STAMPED ---FUNK 1935---.
 LK0707'
 LK0707'REFERENCE MARKS--NONE.
 LK0707
 LK0707                          STATION RECOVERY (1976)
 LK0707
 LK0707'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LK0707'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE ALL
 LK0707'RECOVERED AND ARE IN GOOD CONDITION.  DISTANCE TO THE REFERENCE MARK
 LK0707'1 CHECKED ADEQUATELY BUT THE DIRECTION TO THE MARK AND DISTANCE
 LK0707'AND DIRECTION TO REFERENCE MARK 2 DID NOT CHECK VERY WELL.  THE
 LK0707'ANGLE BETWEEN THE REFERENCE MARKS DIFFERED BY 4 MINUTES.  THE
 LK0707'AZIMUTH MARK IS VISIBLE FROM THE GROUND AT STATION.  THE 1935
 LK0707'DESCRIPTION STATED THAT IS WAS NOT.
 LK0707'
 LK0707'LAND ON WHICH THE STATION IS ESTABLISHED IS NOW OWNED BY THE BKB
 LK0707'FARMS INCORPORATED AND IS MANAGED BY MR. RONALD KNAUS OF 11491
 LK0707'COUNTY ROAD 12, FORT MORGAN, COLORADO 80701.  THE AZIMUTH MARK IS
 LK0707'ALSO LOCATED ON LAND OWNED BY THE BKB FARMS INCORPORATED.
 LK0707'
 LK0707'STATION IS REACHED FROM THE MAIN STREET-PLATTE AVENUE INTERSECTION
 LK0707'IN FORT MORGAN.  GO SOUTH ON MAIN STREET AND COUNTY ROAD 185 FOR
 LK0707'1.55 MILES TO COUNTY ROAD Q.  TURN RIGHT AND GO WEST ON COUNTY ROAD
 LK0707'Q FOR 6.45 MILES TO A CROSSROAD (COUNTY ROAD 12).  TURN LEFT AND
 LK0707'GO SOUTH ON COUNTY ROAD 12 FOR 0.95 MILE TO THE END OF SURFACED
 LK0707'ROAD AND COUNTY ROAD P ON LEFT.  CONTINUE SOUTH ON COUNTY ROAD
 LK0707'12 FOR 4.0 MILES TO A FIELD ROAD ON LEFT.  TURN LEFT AND GO
 LK0707'EAST ON THE FIELD ROAD FOR 0.55 MILE TO A WIRE GATE IN
 LK0707'NORTH-SOUTH FENCE LINE AND A WIRE GATE ON LEFT IN EAST-WEST
 LK0707'FENCE LINE (TO REACH AZIMUTH MARK FROM THE WIRE GATE IN
 LK0707'EAST-WEST FENCE LINE.  GO NORTHERLY, ACROSS COUNTRY, KEEPING
 LK0707'ALONG A NORTH-SOUTH FENCE LINE FOR 0.5 MILE TO A WIRE GATE IN THE
 LK0707'FENCE LINE AND MARK) CONTINUE EAST ON A TRACK ROAD PASSING
 LK0707'THROUGH ANOTHER WIRE GATE FOR 0.3 MILE TO A SHORT WINDMILL ON
 LK0707'LEFT.  CONTINUE EAST ACROSS COUNTRY FOR 0.2 MILE TO A FENCE
 LK0707'CORNER AND 3 LARGE POWER POLES.  CONTINUE ACROSS COUNTRY IN A
 LK0707'SOUTHEASTERLY DIRECTION FOR 0.55 MILE TO TOP OF A HILL AND STATION.
 LK0707'
 LK0707'STATION IS A STANDARD STATION MARK DISK, STAMPED FUNK 1935, SET IN
 LK0707'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 10 INCHES.
 LK0707'MARK IS 3.2 FEET SOUTH OF A METAL WITNESS POST WITH A METAL WITNESS
 LK0707'SIGN.
 LK0707'
 LK0707'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED FUNK NO
 LK0707'1 1935, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 LK0707'ABOUT 3 INCHES.
 LK0707'
 LK0707'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED FUNK
 LK0707'NO 2 1935, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 LK0707'ABOUT 4 INCHES.
 LK0707'
 LK0707'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED FUNK AZIMUTH
 LK0707'1935, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 LK0707'ABOUT 10 INCHES.  MARK IS APPROXIMATELY 0.1 MILE EAST OF AN OLD
 LK0707'FARM HOUSE, 5 FEET SOUTH OF A FENCECORNER POST, 1.5 FEET SOUTH
 LK0707'OF A METAL WITNESS POST WITH WITNESS SIGN ATTACHED AND 1 FOOT
 LK0707'EAST OF A NORTH-SOUTH FENCELINE.
 LK0707
 LK0707                          STATION RECOVERY (1981)
 LK0707
 LK0707'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (TJE)
 LK0707'FUNK 1936 BRASS CAP OK.  CONCRETE BASE EXPOSED TO 20 INCH DEPTH.
 LK0707'DUE TO CATTLE RUBBING, DEPOSITED MORE DIRT AROUND BASE.  TOP OF
 LK0707'MON. IS NOW 4 INCH ABOVE GROUND.
 LK0707'
 LK0707'FUNK R.M. NO. 1 OK.  BUT IS LOCATED NE OF TRIG STATION NOT SW AS
 LK0707'INDICATED ON REC.
 LK0707'
 LK0707'FUNK R.M. NO. 2 OK.  DISTANCES APPEAR AS PER RECORDS.
 LK0707'
 LK0707'OWNER--ROBERT L. KULA RES 867-6289 (303).
 LK0707'KULA GRAIN COMP OFF 867-8241 (303).
 LK0707'
 LK0707'IT WAS BROKEN OFF.  RESET TOP + OR - 4 FEET AT APPR. 3 FEET NORTH OF
 LK0707'STATION.
 LK0707'
 LK0707'DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES SOUTH AND
 LK0707'5 MILES WEST OF FORT MORGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1585 ***********************************************************************
 KK1585  DESIGNATION -  FUSE
 KK1585  PID         -  KK1585
 KK1585  STATE/COUNTY-  CO/ARAPAHOE
 KK1585  USGS QUAD   -  STRASBURG SW (1994)
 KK1585
 KK1585                         *CURRENT SURVEY CONTROL
 KK1585  ___________________________________________________________________
 KK1585* NAD 83(1992)-  39 36 00.48223(N)    104 29 12.13448(W)     ADJUSTED  
 KK1585* NAVD 88     -      1805.     (meters)    5922.     (feet)  SCALED    
 KK1585  ___________________________________________________________________
 KK1585  LAPLACE CORR-          -4.44  (seconds)                    DEFLEC99
 KK1585  GEOID HEIGHT-         -17.93  (meters)                     GEOID03
 KK1585
 KK1585  HORZ ORDER  -  FIRST
 KK1585
 KK1585.The horizontal coordinates were established by classical geodetic methods
 KK1585.and adjusted by the National Geodetic Survey in January 1993..
 KK1585
 KK1585.The orthometric height was scaled from a topographic map.
 KK1585
 KK1585.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1585
 KK1585.The geoid height was determined by GEOID03.
 KK1585
 KK1585;                    North         East     Units Scale Factor Converg.
 KK1585;SPC CO C     -   501,418.196 1,001,429.599   MT  0.99997379   +0 38 20.7
 KK1585;SPC CO C     - 1,645,069.53  3,285,523.61   sFT  0.99997379   +0 38 20.7
 KK1585;SPC CO N     -   334,920.754 1,001,433.605   MT  1.00002085   +0 39 17.0
 KK1585;SPC CO N     - 1,098,819.17  3,285,536.75   sFT  1.00002085   +0 39 17.0
 KK1585;UTM  13      - 4,383,503.364   544,069.400   MT  0.99962391   +0 19 37.9
 KK1585
 KK1585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1585!SPC CO C     -   0.99971972  x   0.99997379  =   0.99969352
 KK1585!SPC CO N     -   0.99971972  x   1.00002085  =   0.99974057
 KK1585!UTM  13      -   0.99971972  x   0.99962391  =   0.99934374
 KK1585
 KK1585|---------------------------------------------------------------------|
 KK1585| PID    Reference Object                     Distance      Geod. Az  |
 KK1585|                                                           dddmmss.s |
 KK1585| CP8074 FUSE RM 2                             6.778 METERS 10822     |
 KK1585| KK0079 RANGE                               APPROX. 2.6 KM 1284540.5 |
 KK1585| CP8075 FUSE RM 3                             6.668 METERS 34220     |
 KK1585| CP8073 FUSE RM 1                             6.287 METERS 34412     |
 KK1585|---------------------------------------------------------------------|
 KK1585
 KK1585                          SUPERSEDED SURVEY CONTROL
 KK1585
 KK1585  NAD 83(1986)-  39 36 00.47621(N)    104 29 12.13292(W) AD(       ) 1
 KK1585  NAD 27      -  39 36 00.53564(N)    104 29 10.26060(W) AD(       ) 1
 KK1585
 KK1585.Superseded values are not recommended for survey control.
 KK1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1585.See file dsdata.txt to determine how the superseded data were derived.
 KK1585
 KK1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED4406983503(NAD 83)
 KK1585_MARKER: DS = TRIANGULATION STATION DISK
 KK1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1585
 KK1585  HISTORY     - Date     Condition        Report By
 KK1585  HISTORY     - 1960     MONUMENTED       CGS
 KK1585  HISTORY     - 1977     GOOD             NGS
 KK1585
 KK1585                          STATION DESCRIPTION
 KK1585
 KK1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KK1585'THE STATION IS ABOUT 11 MILES SOUTH AND 2-1/2 MILES WEST OF
 KK1585'BENNETT, ON THE LOWRY A.F.B. BOMBING RANGE, ABOUT 1 MILE
 KK1585'NORTHWEST OF COMPLEX 2-A.
 KK1585'
 KK1585'TO REACH THE STATION FROM THE SOUTH ENTRANCE TO THE FITZSIMONS
 KK1585'U.S. ARMY HOSPITAL, AT THE EAST EDGE OF AURORA, GO EAST ON
 KK1585'U.S. HIGHWAYS 36, 40 AND 287 FOR 2.1 MILES TO A SIDE ROAD RIGHT
 KK1585'(BUCKLEY ROAD), TURN RIGHT AND GO SOUTH FOR 1.1 MILES TO A
 KK1585'CROSSROAD, TURN LEFT AND GO EAST FOR 1.0 MILE TO THE ENTRANCE TO
 KK1585'BUCKLEY NAVAL AIR STATION ON THE RIGHT.  CONTINUE EAST,
 KK1585'SOUTHEAST AND SOUTH ON STATE HIGHWAY 30 FOR 7.4 MILES TO A FORK,
 KK1585'TAKE LEFT FORK AND GO EAST ON THE MACADAM ROAD FOR 0.6 MILE TO
 KK1585'A GUARD STATION (PASS REQUIRED), CONTINUE EAST ON THE
 KK1585'MACADAM ROAD FOR 11.05 MILES TO A SIDE ROAD RIGHT, TURN
 KK1585'RIGHT, SOUTH, ON THE MACADAM ROAD FOR 2.9 MILES TO A SIDE
 KK1585'ROAD LEFT.  HERE TURN LEFT AND GO EAST ON THE TRACK ROAD FOR
 KK1585'0.4 MILE TO A GATE, PASS THRU GATE AND GO NORTHEAST FOR 0.1
 KK1585'MILE TO A FORK, TAKE LEFT FORK AND GO NORTHEAST ON THE TRACK
 KK1585'ROAD FOR 0.55 MILE TO THE STATION.
 KK1585'
 KK1585'THE STATION MARK, STAMPED FUSE 1960, IS A STANDARD DISK SET IN
 KK1585'THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 4
 KK1585'INCHES.  IT IS 4 FEET SOUTHEAST OF THE WITNESS POST.
 KK1585'
 KK1585'REFERENCE MARK NO. 1, STAMPED FUSE NO 1 1960, IS A STANDARD DISK
 KK1585'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 4
 KK1585'INCHES.  IT IS 15 FEET NORTH OF THE WITNESS POST.
 KK1585'
 KK1585'REFERENCE MARK NO. 2, STAMPED FUSE NO 2 1960, IS A STANDARD DISK
 KK1585'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 3
 KK1585'INCHES.  IT IS 20 FEET SOUTHEAST OF THE WITNESS POST.
 KK1585'
 KK1585'TRIANGULATION STATION RANGE MAY BE USED FOR THE AZIMUTH
 KK1585'MARK.  SEE DESCRIPTION THEREOF.
 KK1585'
 KK1585'FUSE TO BOX IS A MEASURED BASE LINE.
 KK1585
 KK1585                          STATION RECOVERY (1977)
 KK1585
 KK1585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KK1585'STATION MARK AND REFERENCE MARK NUMBER 2 WERE RECOVERED AND ARE
 KK1585'IN GOOD CONDITION.  REFERENCE MARK NUMBER 1 WAS NOT RECOVERED
 KK1585'AND IS BELIEVED TO HAVE BEEN DESTROYED.  A NEW REFERENCE MARK,
 KK1585'NUMBER 3 WAS ESTABLISHED AT THIS TIME.
 KK1585'
 KK1585'STATION IS REACHED FROM 6TH AVENUE, BUCKLEY ROAD AND STATE
 KK1585'HIGHWAY 30 JUNCTION WHICH IS AT THE EAST EDGE OF AURORA.  GO
 KK1585'EAST, SOUTHEAST AND SOUTH ON HIGHWAY 30 FOR 8.4 MILES TO A
 KK1585'FORK.  KEEP LEFT AND CONTINUE ON HIGHWAY 30 (SURFACED ROAD) FOR
 KK1585'11.55 MILES TO A MICROWAVE AND TRIANGULATION STATION LOWRY ON
 KK1585'LEFT, A ROAD, CATTLE GUARD AND METAL GATE ON RIGHT.  TURN
 KK1585'RIGHT, PASS THROUGH THE GATE AND CONTINUE ON A SURFACED ROAD,
 KK1585'SOUTH FOR 2.09 MILES TO A TRACK ROAD ON LEFT.  TURN LEFT AND
 KK1585'GO EAST ON THE TRACK ROAD FOR 0.2 MILE TO A FORK AND A WIRE
 KK1585'GATE ON RIGHT.  KEEP TO THE LEFT AND CONTINUE ON A TRACK
 KK1585'ROAD, NORTHEAST AND EAST FOR 0.5 MILE TO A WIRE GATE IN
 KK1585'A NORTH-SOUTH FENCELINE AND A WINDMILL.  PASS THROUGH THE
 KK1585'GATE, THENCE RIGHT AND CONTINUE IN A SOUTHERLY DIRECTION
 KK1585'ACROSS COUNTRY PASSING ALONG THE BASE OF A HILL FOR 1.4 MILES TO
 KK1585'AN OLD TRACK ROADS FORK AND TRIANGULATION STATION BOX 1960.
 KK1585'TURN LEFT AND GO EASTERLY ON THE LEFT HAND TRACK ROAD FOR 0.55
 KK1585'MILE TO STATION, AS DESCRIBED.
 KK1585'
 KK1585'STATION IS A STANDARD STATION MARK DISK, STAMPED FUSE 1960, SET
 KK1585'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 4
 KK1585'INCHES.  MARK IS 28 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE CENTER
 KK1585'OF AN OLD TRACK ROAD, 3.2 FEET NORTHWEST OF A METAL WITNESS POST
 KK1585'AND 2.5 FEET NORTH-NORTHWEST OF AN 8-INCH SAWED OFF UTILITY POLE
 KK1585'ABOUT 10 FEET IN HEIGHT.
 KK1585'
 KK1585'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK,
 KK1585'STAMPED FUSE NO 2 1960, SET IN THE TOP OF A SQUARE CONCRETE
 KK1585'MONUMENT PROJECTING ABOUT 4 INCHES.  MARK IS 18 FEET EAST OF THE
 KK1585'SAWED OFF UTILITY POLE AND 6 FEET SOUTH-SOUTHEAST OF THE
 KK1585'APPROXIMATE CENTER OF AN OLD TRACK ROAD.
 KK1585'
 KK1585'REFERENCE MARK NUMBER 3 IS A STANDARD REFERENCE MARK DISK,
 KK1585'STAMPED FUSE 1960 NO 3 1977, SET IN THE TOP OF A ROUND CONCRETE
 KK1585'MONUMENT PROJECTING ABOUT 2 INCHES.  MARK IS 46 FEET WEST OF THE
 KK1585'SAWED OFF UTILITY POLE.
 KK1585'
 KK1585'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KK1585'12-1/4 MILES SSE OF WATKINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0278 ***********************************************************************
 KM0278  DESIGNATION -  FUZZY
 KM0278  PID         -  KM0278
 KM0278  STATE/COUNTY-  CO/RIO BLANCO
 KM0278  USGS QUAD   -  YANKEE GULCH (1972)
 KM0278
 KM0278                         *CURRENT SURVEY CONTROL
 KM0278  ___________________________________________________________________
 KM0278* NAD 83(1992)-  39 46 30.10521(N)    108 29 57.66837(W)     ADJUSTED  
 KM0278* NAVD 88     -      2440.3    (meters)    8006.     (feet)  VERTCON   
 KM0278  ___________________________________________________________________
 KM0278  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 KM0278  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 KM0278
 KM0278  HORZ ORDER  -  THIRD
 KM0278
 KM0278.The horizontal coordinates were established by classical geodetic methods
 KM0278.and adjusted by the National Geodetic Survey in January 1993..
 KM0278
 KM0278.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0278
 KM0278.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0278
 KM0278.The geoid height was determined by GEOID03.
 KM0278
 KM0278;                    North         East     Units Scale Factor Converg.
 KM0278;SPC CO N     -   358,187.330   657,488.297   MT  0.99999109   -1 56 16.7
 KM0278;SPC CO N     - 1,175,152.93  2,157,109.52   sFT  0.99999109   -1 56 16.7
 KM0278;UTM  12      - 4,405,779.234   714,165.855   MT  1.00016471   +1 36 01.7
 KM0278
 KM0278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0278!SPC CO N     -   0.99961981  x   0.99999109  =   0.99961090
 KM0278!UTM  12      -   0.99961981  x   1.00016471  =   0.99978446
 KM0278
 KM0278:                Primary Azimuth Mark                     Grid Az
 KM0278:SPC CO N     -  BOIES                                    079 08 49.9
 KM0278:UTM  12      -  BOIES                                    075 36 31.5
 KM0278
 KM0278|---------------------------------------------------------------------|
 KM0278| PID    Reference Object                     Distance      Geod. Az  |
 KM0278|                                                           dddmmss.s |
 KM0278| KM0277 BOIES                               APPROX. 7.8 KM 0771233.2 |
 KM0278|---------------------------------------------------------------------|
 KM0278
 KM0278                          SUPERSEDED SURVEY CONTROL
 KM0278
 KM0278  NAD 83(1986)-  39 46 30.09928(N)    108 29 57.66263(W) AD(       ) 3
 KM0278  NAD 27      -  39 46 30.19614(N)    108 29 55.33310(W) AD(       ) 3
 KM0278  NGVD 29 (07/19/86) 2438.9    (m)         8002.     (f) VERT ANG       
 KM0278
 KM0278.Superseded values are not recommended for survey control.
 KM0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0278.See file dsdata.txt to determine how the superseded data were derived.
 KM0278
 KM0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYK1416605779(NAD 83)
 KM0278_MARKER: DD = SURVEY DISK
 KM0278_SETTING: 0 = UNSPECIFIED SETTING
 KM0278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0278
 KM0278  HISTORY     - Date     Condition        Report By
 KM0278  HISTORY     - 1950     MONUMENTED       USGS
 KM0278
 KM0278                          STATION DESCRIPTION
 KM0278
 KM0278'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KM0278'STATION IS LOCATED ABOUT 12 MI. S. AND 32 MI. W. OF TOWN OF MEEKER,
 KM0278'COLORADO, ON A LONG, NARROW, N-S. RIDGE, NEAR W. 1/4 CORNER SECTION
 KM0278'22, T 3 S, R 99 W.
 KM0278'
 KM0278'TO REACH STATION FROM RIO BLANCO POST OFFICE, FOLLOW COLORADO STATE
 KM0278'ROAD 326 W. 23.4 MI.  TAKE RIGHT FORK PAST ROCK SCHOOLHOUSE AND FOLLOW
 KM0278'THIS RD. 3.6 MI.  TURN LEFT AND CONTINUE ALONG THIS RD. 5.9 MI. TO
 KM0278'FORK.  TAKE LEFT FORK AND FOLLOW THIS RD. 3.2 MI. TO WOOD GATE.  TURN
 KM0278'LEFT THROUGH WOOD GATE AND FOLLOW RD. 7.4 MI. PAST RANCH BUILDINGS,
 KM0278'UP VALLEY, AND THEN UP RIDGE TO STATION.  STATION IS LOCATED 32 FT.
 KM0278'TO THE RIGHT (W.) OF RD.
 KM0278'
 KM0278'STATION MARK--STANDARD TABLET, SET IN CONCRETE POST, PROTRUDING 4 IN.
 KM0278'ABOVE GROUND AND STAMPED ---R-FUZZY 1950 VABM 8002---.
 KM0278'
 KM0278'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0325 ***********************************************************************
 JJ0325  DESIGNATION -  G
 JJ0325  PID         -  JJ0325
 JJ0325  STATE/COUNTY-  CO/LINCOLN
 JJ0325  USGS QUAD   -  BOYERO (1978)
 JJ0325
 JJ0325                         *CURRENT SURVEY CONTROL
 JJ0325  ___________________________________________________________________
 JJ0325* NAD 83(1986)-  38 56 41.     (N)    103 16 24.     (W)     SCALED    
 JJ0325* NAVD 88     -      1445.460  (meters)    4742.31   (feet)  ADJUSTED  
 JJ0325  ___________________________________________________________________
 JJ0325  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 JJ0325  DYNAMIC HT  -        1444.068 (meters)    4737.75  (feet)  COMP
 JJ0325  MODELED GRAV-     979,614.2   (mgal)                       NAVD 88
 JJ0325
 JJ0325  VERT ORDER  -  FIRST     CLASS II
 JJ0325
 JJ0325.The horizontal coordinates were scaled from a topographic map and have
 JJ0325.an estimated accuracy of +/- 6 seconds.
 JJ0325
 JJ0325.The orthometric height was determined by differential leveling
 JJ0325.and adjusted by the National Geodetic Survey in June 1991..
 JJ0325
 JJ0325.The geoid height was determined by GEOID03.
 JJ0325
 JJ0325.The dynamic height is computed by dividing the NAVD 88
 JJ0325.geopotential number by the normal gravity value computed on the
 JJ0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0325.degrees latitude (g = 980.6199 gals.).
 JJ0325
 JJ0325.The modeled gravity was interpolated from observed gravity values.
 JJ0325
 JJ0325;                    North         East    Units  Estimated Accuracy
 JJ0325;SPC CO C     -   430,540.    1,107,410.      MT  (+/- 180 meters Scaled)
 JJ0325
 JJ0325                          SUPERSEDED SURVEY CONTROL
 JJ0325
 JJ0325  NGVD 29 (??/??/92) 1444.768  (m)         4740.04   (f) ADJ UNCH    1 2
 JJ0325
 JJ0325.Superseded values are not recommended for survey control.
 JJ0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0325.See file dsdata.txt to determine how the superseded data were derived.
 JJ0325
 JJ0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD496120(NAD 83)
 JJ0325_MARKER: Q = CHISELED SQUARE
 JJ0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0325_SP_SET: GRANITE POST
 JJ0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0325+STABILITY: SURFACE MOTION
 JJ0325
 JJ0325  HISTORY     - Date     Condition        Report By
 JJ0325  HISTORY     - UNK      MONUMENTED       CGS
 JJ0325  HISTORY     - 1941     GOOD             NGS
 JJ0325  HISTORY     - 1974     GOOD             USGS
 JJ0325
 JJ0325                          STATION DESCRIPTION
 JJ0325
 JJ0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0325'AT BOYERO.
 JJ0325'NEW DESCRIPTION AS FOLLOWS--  AT BOYERO, ON THE UNION PACIFIC
 JJ0325'RAILROAD, 545 FEET SOUTHEAST OF THE STATION, 117 FEET NORTHEAST OF
 JJ0325'THE CENTERLINE OF THE MAIN TRACKS, 14 FEET NORTHWEST OF THE
 JJ0325'SOUTHEAST CORNER OF THE BOARD FENCE AROUND THE SECTIONHOUSE, AND
 JJ0325'LEVEL WITH THE TRACK.  A SQUARE HOLE IN THE TOP OF A GRANITE POST
 JJ0325'PROJECTING 1 FOOT ABOVE GROUND.
 JJ0325
 JJ0325                          STATION RECOVERY (1974)
 JJ0325
 JJ0325'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0389 ***********************************************************************
 JL0389  DESIGNATION -  G 10
 JL0389  PID         -  JL0389
 JL0389  STATE/COUNTY-  CO/MONTROSE
 JL0389  USGS QUAD   -  MONTROSE WEST (1983)
 JL0389
 JL0389                         *CURRENT SURVEY CONTROL
 JL0389  ___________________________________________________________________
 JL0389* NAD 83(1986)-  38 28 57.     (N)    107 52 58.     (W)     SCALED    
 JL0389* NAVD 88     -      1762.102  (meters)    5781.16   (feet)  POSTED    
 JL0389  ___________________________________________________________________
 JL0389  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 JL0389  DYNAMIC HT  -        1760.160 (meters)    5774.79  (feet)  COMP
 JL0389  MODELED GRAV-     979,466.0   (mgal)                       NAVD 88
 JL0389
 JL0389  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JL0389
 JL0389.The horizontal coordinates were scaled from a topographic map and have
 JL0389.an estimated accuracy of +/- 6 seconds.
 JL0389
 JL0389.The orthometric height was determined by differential leveling
 JL0389.and adjusted by the National Geodetic Survey in 1992..
 JL0389.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JL0389.rate of 0.0 thru 1.0 mm/km.
 JL0389
 JL0389.The geoid height was determined by GEOID03.
 JL0389
 JL0389.The dynamic height is computed by dividing the NAVD 88
 JL0389.geopotential number by the normal gravity value computed on the
 JL0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0389.degrees latitude (g = 980.6199 gals.).
 JL0389
 JL0389.The modeled gravity was interpolated from observed gravity values.
 JL0389
 JL0389;                    North         East    Units  Estimated Accuracy
 JL0389;SPC CO S     -   508,990.      706,520.      MT  (+/- 180 meters Scaled)
 JL0389
 JL0389                          SUPERSEDED SURVEY CONTROL
 JL0389
 JL0389  NGVD 29 (??/??/92) 1760.885  (m)         5777.17   (f) ADJ UNCH    1 2
 JL0389
 JL0389.Superseded values are not recommended for survey control.
 JL0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0389.See file dsdata.txt to determine how the superseded data were derived.
 JL0389
 JL0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC485632(NAD 83)
 JL0389_MARKER: DB = BENCH MARK DISK
 JL0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0389_STAMPING: 5777.170 G 10 1926
 JL0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0389+STABILITY: SURFACE MOTION
 JL0389
 JL0389  HISTORY     - Date     Condition        Report By
 JL0389  HISTORY     - 1926     MONUMENTED       CGS
 JL0389  HISTORY     - 1952     MARK NOT FOUND   USGS
 JL0389  HISTORY     - 1974     MARK NOT FOUND   NGS
 JL0389
 JL0389                          STATION DESCRIPTION
 JL0389
 JL0389'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JL0389'0.4 MI NW FROM MONTROSE.
 JL0389'0.4 MILE NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0389'FROM THE STATION AT MONTROSE, MONTROSE COUNTY, 645 FEET SOUTHEAST OF
 JL0389'MILEPOST DO352, 30 FEET EAST OF THE CENTERLINE OF THE STANDARD GAUGE
 JL0389'TRACK, AND 6 INCHES LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 JL0389'5777.170 G 10 1926 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JL0389'ABOUT 6 INCHES ABOVE GROUND.
 JL0389
 JL0389                          STATION RECOVERY (1974)
 JL0389
 JL0389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 JL0389'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0032 ***********************************************************************
 KJ0032  DESIGNATION -  G 100
 KJ0032  PID         -  KJ0032
 KJ0032  STATE/COUNTY-  CO/YUMA
 KJ0032  USGS QUAD   -  ARMEL (1980)
 KJ0032
 KJ0032                         *CURRENT SURVEY CONTROL
 KJ0032  ___________________________________________________________________
 KJ0032* NAD 83(1986)-  39 45 39.     (N)    102 06 24.     (W)     SCALED    
 KJ0032* NAVD 88     -      1140.784  (meters)    3742.72   (feet)  ADJUSTED  
 KJ0032  ___________________________________________________________________
 KJ0032  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 KJ0032  DYNAMIC HT  -        1139.866 (meters)    3739.71  (feet)  COMP
 KJ0032  MODELED GRAV-     979,782.5   (mgal)                       NAVD 88
 KJ0032
 KJ0032  VERT ORDER  -  SECOND    CLASS 0
 KJ0032
 KJ0032.The horizontal coordinates were scaled from a topographic map and have
 KJ0032.an estimated accuracy of +/- 6 seconds.
 KJ0032
 KJ0032.The orthometric height was determined by differential leveling
 KJ0032.and adjusted by the National Geodetic Survey in June 1991..
 KJ0032
 KJ0032.The geoid height was determined by GEOID03.
 KJ0032
 KJ0032.The dynamic height is computed by dividing the NAVD 88
 KJ0032.geopotential number by the normal gravity value computed on the
 KJ0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0032.degrees latitude (g = 980.6199 gals.).
 KJ0032
 KJ0032.The modeled gravity was interpolated from observed gravity values.
 KJ0032
 KJ0032;                    North         East    Units  Estimated Accuracy
 KJ0032;SPC CO N     -   357,830.    1,205,110.      MT  (+/- 180 meters Scaled)
 KJ0032
 KJ0032                          SUPERSEDED SURVEY CONTROL
 KJ0032
 KJ0032  NGVD 29 (??/??/92) 1140.307  (m)         3741.16   (f) ADJ UNCH    2 0
 KJ0032
 KJ0032.Superseded values are not recommended for survey control.
 KJ0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0032.See file dsdata.txt to determine how the superseded data were derived.
 KJ0032
 KJ0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGE478052(NAD 83)
 KJ0032_MARKER: DB = BENCH MARK DISK
 KJ0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0032_STAMPING: G 100 1935
 KJ0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0032+STABILITY: SURFACE MOTION
 KJ0032
 KJ0032  HISTORY     - Date     Condition        Report By
 KJ0032  HISTORY     - 1935     MONUMENTED       CGS
 KJ0032  HISTORY     - 1949     GOOD             USGS
 KJ0032  HISTORY     - 1963     GOOD             USGS
 KJ0032
 KJ0032                          STATION DESCRIPTION
 KJ0032
 KJ0032'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 KJ0032'2.2 MI W FROM GURNEY.
 KJ0032'IDALIA, YUMA CO., COLORADO, 4 MILES NORTH AND 10 MILES EAST OF, 2
 KJ0032'MILES EAST AND 1 MILE NORTH OF JUNCTION US HWY. 36 AND STATE HWY.
 KJ0032'53 TO HALE, COLORADO, T.S.S., R.42 W. COR. SECS. 29-30-31-32-, 43
 KJ0032'FT. WEST OF CENTER LINE OF ROAD, 14 FT. NORTH OF CENTERLINE OF
 KJ0032'TRAIL WEST 5 FT. SOUTH AND 2 FT. EAST OF FENCE CORNER, IN A
 KJ0032'CONCRETE POST.  A STD. USC AND GS DISK STAMPED G 100 1935.
 KJ0032
 KJ0032                          STATION RECOVERY (1963)
 KJ0032
 KJ0032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 KJ0032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0208 ***********************************************************************
 LK0208  DESIGNATION -  G 102
 LK0208  PID         -  LK0208
 LK0208  STATE/COUNTY-  CO/PHILLIPS
 LK0208  USGS QUAD   -  STERLING NORTH (1951)
 LK0208
 LK0208                         *CURRENT SURVEY CONTROL
 LK0208  ___________________________________________________________________
 LK0208* NAD 83(1986)-  40 38 41.     (N)    103 08 36.     (W)     SCALED    
 LK0208* NAVD 88     -      1213.900  (meters)    3982.60   (feet)  ADJUSTED  
 LK0208  ___________________________________________________________________
 LK0208  GEOID HEIGHT-         -19.78  (meters)                     GEOID03
 LK0208  DYNAMIC HT  -        1213.015 (meters)    3979.70  (feet)  COMP
 LK0208  MODELED GRAV-     979,852.8   (mgal)                       NAVD 88
 LK0208
 LK0208  VERT ORDER  -  SECOND    CLASS 0
 LK0208
 LK0208.The horizontal coordinates were scaled from a topographic map and have
 LK0208.an estimated accuracy of +/- 6 seconds.
 LK0208
 LK0208.The orthometric height was determined by differential leveling
 LK0208.and adjusted by the National Geodetic Survey in June 1991..
 LK0208
 LK0208.The geoid height was determined by GEOID03.
 LK0208
 LK0208.The dynamic height is computed by dividing the NAVD 88
 LK0208.geopotential number by the normal gravity value computed on the
 LK0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0208.degrees latitude (g = 980.6199 gals.).
 LK0208
 LK0208.The modeled gravity was interpolated from observed gravity values.
 LK0208
 LK0208;                    North         East    Units  Estimated Accuracy
 LK0208;SPC CO N     -   453,060.    1,113,710.      MT  (+/- 180 meters Scaled)
 LK0208
 LK0208                          SUPERSEDED SURVEY CONTROL
 LK0208
 LK0208  NGVD 29 (??/??/92) 1213.365  (m)         3980.85   (f) ADJ UNCH    2 0
 LK0208
 LK0208.Superseded values are not recommended for survey control.
 LK0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0208.See file dsdata.txt to determine how the superseded data were derived.
 LK0208
 LK0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF569009(NAD 83)
 LK0208_MARKER: DB = BENCH MARK DISK
 LK0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0208_STAMPING: G 102 1935
 LK0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0208+STABILITY: SURFACE MOTION
 LK0208
 LK0208  HISTORY     - Date     Condition        Report By
 LK0208  HISTORY     - 1935     MONUMENTED       CGS
 LK0208  HISTORY     - 1938     GOOD             NGS
 LK0208
 LK0208                          STATION DESCRIPTION
 LK0208
 LK0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 LK0208'3.5 MI E FROM STERLING.
 LK0208'3.5 MILES EAST OF STERLING, ALONG THE C. B. AND Q. RAILROAD.  ON
 LK0208'THE WEST SLOPE OF A HILL, 72 FEET SOUTH OF THE CENTER OF THE TRACK,
 LK0208'36 FEET SOUTH OF MILEPOLE 226, 14 FEET NORTH OF A FENCE.  SET
 LK0208'HORIZONTAL IN THE TOP OF A PRECAST CONCRETE POST.  DESCRIBED IN 1935,
 LK0208'ACTUALLY SET IN 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0164 ***********************************************************************
 LK0164  DESIGNATION -  G 103
 LK0164  PID         -  LK0164
 LK0164  STATE/COUNTY-  CO/PHILLIPS
 LK0164  USGS QUAD   -  HAXTUN WEST (1980)
 LK0164
 LK0164                         *CURRENT SURVEY CONTROL
 LK0164  ___________________________________________________________________
 LK0164* NAD 83(1986)-  40 38 19.     (N)    102 37 35.     (W)     SCALED    
 LK0164* NAVD 88     -      1231.740  (meters)    4041.13   (feet)  ADJUSTED  
 LK0164  ___________________________________________________________________
 LK0164  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 LK0164  DYNAMIC HT  -        1230.841 (meters)    4038.18  (feet)  COMP
 LK0164  MODELED GRAV-     979,852.3   (mgal)                       NAVD 88
 LK0164
 LK0164  VERT ORDER  -  SECOND    CLASS 0
 LK0164
 LK0164.The horizontal coordinates were scaled from a topographic map and have
 LK0164.an estimated accuracy of +/- 6 seconds.
 LK0164
 LK0164.The orthometric height was determined by differential leveling
 LK0164.and adjusted by the National Geodetic Survey in June 1991..
 LK0164
 LK0164.The geoid height was determined by GEOID03.
 LK0164
 LK0164.The dynamic height is computed by dividing the NAVD 88
 LK0164.geopotential number by the normal gravity value computed on the
 LK0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0164.degrees latitude (g = 980.6199 gals.).
 LK0164
 LK0164.The modeled gravity was interpolated from observed gravity values.
 LK0164
 LK0164;                    North         East    Units  Estimated Accuracy
 LK0164;SPC CO N     -   453,670.    1,157,440.      MT  (+/- 180 meters Scaled)
 LK0164
 LK0164                          SUPERSEDED SURVEY CONTROL
 LK0164
 LK0164  NGVD 29 (??/??/92) 1231.216  (m)         4039.41   (f) ADJ UNCH    2 0
 LK0164
 LK0164.Superseded values are not recommended for survey control.
 LK0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0164.See file dsdata.txt to determine how the superseded data were derived.
 LK0164
 LK0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF007013(NAD 83)
 LK0164_MARKER: DB = BENCH MARK DISK
 LK0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0164_STAMPING: G 103 1935
 LK0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0164+STABILITY: SURFACE MOTION
 LK0164
 LK0164  HISTORY     - Date     Condition        Report By
 LK0164  HISTORY     - 1935     MONUMENTED       CGS
 LK0164  HISTORY     - 1938     GOOD             NGS
 LK0164
 LK0164                          STATION DESCRIPTION
 LK0164
 LK0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 LK0164'AT HAXTUN.
 LK0164'AT HAXTUN, VERTICAL MARK SET IN THE S. E. CORNER OF THE CONCRETE
 LK0164'FOUNDATION OF THE HAXTUN GRAIN ELEVATOR, 200 FEET E. OF N.
 LK0164'AND S. OF CENTERLINE ROAD, 40 FEET S. OF THE MAIN TRACK 3 FEET ABOVE
 LK0164'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0714 ***********************************************************************
 LL0714  DESIGNATION -  G 105
 LL0714  PID         -  LL0714
 LL0714  STATE/COUNTY-  CO/LARIMER
 LL0714  USGS QUAD   -  LOVELAND (1984)
 LL0714
 LL0714                         *CURRENT SURVEY CONTROL
 LL0714  ___________________________________________________________________
 LL0714* NAD 83(1986)-  40 27 55.     (N)    105 04 37.     (W)     SCALED    
 LL0714* NAVD 88     -      1551.674  (meters)    5090.78   (feet)  ADJUSTED  
 LL0714  ___________________________________________________________________
 LL0714  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 LL0714  DYNAMIC HT  -        1550.346 (meters)    5086.43  (feet)  COMP
 LL0714  MODELED GRAV-     979,714.8   (mgal)                       NAVD 88
 LL0714
 LL0714  VERT ORDER  -  SECOND    CLASS 0
 LL0714
 LL0714.The horizontal coordinates were scaled from a topographic map and have
 LL0714.an estimated accuracy of +/- 6 seconds.
 LL0714
 LL0714.The orthometric height was determined by differential leveling
 LL0714.and adjusted by the National Geodetic Survey in June 1991..
 LL0714
 LL0714.The geoid height was determined by GEOID03.
 LL0714
 LL0714.The dynamic height is computed by dividing the NAVD 88
 LL0714.geopotential number by the normal gravity value computed on the
 LL0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0714.degrees latitude (g = 980.6199 gals.).
 LL0714
 LL0714.The modeled gravity was interpolated from observed gravity values.
 LL0714
 LL0714;                    North         East    Units  Estimated Accuracy
 LL0714;SPC CO N     -   430,570.      950,280.      MT  (+/- 180 meters Scaled)
 LL0714
 LL0714                          SUPERSEDED SURVEY CONTROL
 LL0714
 LL0714  NGVD 29 (??/??/92) 1550.686  (m)         5087.54   (f) ADJ UNCH    2 0
 LL0714
 LL0714.Superseded values are not recommended for survey control.
 LL0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0714.See file dsdata.txt to determine how the superseded data were derived.
 LL0714
 LL0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE934794(NAD 83)
 LL0714_MARKER: DB = BENCH MARK DISK
 LL0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0714_STAMPING: G 105 1935
 LL0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0714+STABILITY: SURFACE MOTION
 LL0714
 LL0714  HISTORY     - Date     Condition        Report By
 LL0714  HISTORY     - 1935     MONUMENTED       CGS
 LL0714  HISTORY     - 1952     GOOD             NGS
 LL0714  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0714  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0714
 LL0714                          STATION DESCRIPTION
 LL0714
 LL0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 LL0714'4.1 MI N FROM LOVELAND.
 LL0714'4.1 MILES NORTH ALONG U.S. HIGHWAYS 87 AND 287 FROM THE LINCOLN
 LL0714'GRADE SCHOOL AT LOVELAND, 0.95 MILE SOUTH OF BENCH MARK F 105. 35
 LL0714'FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST GRAVELED ROAD, 48
 LL0714'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET EAST OF A
 LL0714'TELEPHONE POLE, 1.6 FEET NORTH OF A FENCE, 3 FEET EAST OF A
 LL0714'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 LL0714'FOOT ABOVE THE GROUND.
 LL0714
 LL0714                          STATION RECOVERY (1984)
 LL0714
 LL0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0714'MARK NOT FOUND.
 LL0714
 LL0714                          STATION RECOVERY (1984)
 LL0714
 LL0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0714'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0025 ***********************************************************************
 JM0025  DESIGNATION -  G 11
 JM0025  PID         -  JM0025
 JM0025  STATE/COUNTY-  CO/MESA
 JM0025  USGS QUAD   -  WHITEWATER (1969)
 JM0025
 JM0025                         *CURRENT SURVEY CONTROL
 JM0025  ___________________________________________________________________
 JM0025* NAD 83(1986)-  38 53 41.     (N)    108 26 25.     (W)     SCALED    
 JM0025* NAVD 88     -      1429.277  (meters)    4689.22   (feet)  POSTED    
 JM0025  ___________________________________________________________________
 JM0025  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 JM0025  DYNAMIC HT  -        1427.840 (meters)    4684.51  (feet)  COMP
 JM0025  MODELED GRAV-     979,573.1   (mgal)                       NAVD 88
 JM0025
 JM0025  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JM0025
 JM0025.The horizontal coordinates were scaled from a topographic map and have
 JM0025.an estimated accuracy of +/- 6 seconds.
 JM0025
 JM0025.The orthometric height was determined by differential leveling
 JM0025.and adjusted by the National Geodetic Survey in 1992..
 JM0025.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JM0025.rate of 0.0 thru 1.0 mm/km.
 JM0025
 JM0025.The geoid height was determined by GEOID03.
 JM0025
 JM0025.The dynamic height is computed by dividing the NAVD 88
 JM0025.geopotential number by the normal gravity value computed on the
 JM0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0025.degrees latitude (g = 980.6199 gals.).
 JM0025
 JM0025.The modeled gravity was interpolated from observed gravity values.
 JM0025
 JM0025;                    North         East    Units  Estimated Accuracy
 JM0025;SPC CO C     -   426,750.      659,380.      MT  (+/- 180 meters Scaled)
 JM0025
 JM0025                          SUPERSEDED SURVEY CONTROL
 JM0025
 JM0025  NGVD 29 (??/??/92) 1428.194  (m)         4685.67   (f) ADJ UNCH    1 2
 JM0025
 JM0025.Superseded values are not recommended for survey control.
 JM0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0025.See file dsdata.txt to determine how the superseded data were derived.
 JM0025
 JM0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ219082(NAD 83)
 JM0025_MARKER: DB = BENCH MARK DISK
 JM0025_SETTING: 66 = SET IN ROCK OUTCROP
 JM0025_SP_SET: SANDSTONE OUTCROP
 JM0025_STAMPING: G 11 1926
 JM0025_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0025+STABILITY: POSITION/ELEVATION WELL
 JM0025
 JM0025  HISTORY     - Date     Condition        Report By
 JM0025  HISTORY     - 1926     MONUMENTED       CGS
 JM0025  HISTORY     - 1969     GOOD             USGS
 JM0025
 JM0025                          STATION DESCRIPTION
 JM0025
 JM0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 JM0025'7.6 MI SE FROM WHITEWATER.
 JM0025'7.6 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JM0025'FROM THE STATION AT WHITEWATER, MESA COUNTY, 0.24 MILE NORTH OF
 JM0025'MILEPOST D-404, 27 FEET EAST OF THE TRACK, 1-1/2 FEET HIGHER THAN THE
 JM0025'TRACK, AND IN A RED SANDSTONE OUTCROP PROJECTING ABOUT 2 FEET ABOVE
 JM0025'GROUND.  A STANDARD DISK, STAMPED G 11 1926.
 JM0025
 JM0025                          STATION RECOVERY (1969)
 JM0025
 JM0025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 JM0025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0279 ***********************************************************************
 JK0279  DESIGNATION -  G 110
 JK0279  PID         -  JK0279
 JK0279  STATE/COUNTY-  CO/EL PASO
 JK0279  USGS QUAD   -  CHEYENNE MOUNTAIN (1994)
 JK0279
 JK0279                         *CURRENT SURVEY CONTROL
 JK0279  ___________________________________________________________________
 JK0279* NAD 83(1986)-  38 44 30.     (N)    104 48 34.     (W)     SCALED    
 JK0279* NAVD 88     -      1805.733  (meters)    5924.31   (feet)  ADJUSTED  
 JK0279  ___________________________________________________________________
 JK0279  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 JK0279  DYNAMIC HT  -        1803.773 (meters)    5917.88  (feet)  COMP
 JK0279  MODELED GRAV-     979,478.9   (mgal)                       NAVD 88
 JK0279
 JK0279  VERT ORDER  -  SECOND    CLASS 0
 JK0279
 JK0279.The horizontal coordinates were scaled from a topographic map and have
 JK0279.an estimated accuracy of +/- 6 seconds.
 JK0279
 JK0279.The orthometric height was determined by differential leveling
 JK0279.and adjusted by the National Geodetic Survey in June 1991..
 JK0279
 JK0279.The geoid height was determined by GEOID03.
 JK0279
 JK0279.The dynamic height is computed by dividing the NAVD 88
 JK0279.geopotential number by the normal gravity value computed on the
 JK0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0279.degrees latitude (g = 980.6199 gals.).
 JK0279
 JK0279.The modeled gravity was interpolated from observed gravity values.
 JK0279
 JK0279;                    North         East    Units  Estimated Accuracy
 JK0279;SPC CO C     -   405,860.      974,440.      MT  (+/- 180 meters Scaled)
 JK0279
 JK0279                          SUPERSEDED SURVEY CONTROL
 JK0279
 JK0279  NGVD 29 (??/??/92) 1804.688  (m)         5920.88   (f) ADJ UNCH    2 0
 JK0279
 JK0279.Superseded values are not recommended for survey control.
 JK0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0279.See file dsdata.txt to determine how the superseded data were derived.
 JK0279
 JK0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC165881(NAD 83)
 JK0279_MARKER: DB = BENCH MARK DISK
 JK0279_SETTING: 80 = SET IN A BOULDER
 JK0279_STAMPING: G 110 1935
 JK0279_MARK LOGO: CGS   
 JK0279_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0279+STABILITY: SURFACE MOTION
 JK0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0279+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1997
 JK0279
 JK0279  HISTORY     - Date     Condition        Report By
 JK0279  HISTORY     - 1935     MONUMENTED       CGS
 JK0279  HISTORY     - 1975     GOOD             NGS
 JK0279  HISTORY     - 1984     MARK NOT FOUND   NGS
 JK0279  HISTORY     - 19970818 GOOD             CODOT
 JK0279
 JK0279                          STATION DESCRIPTION
 JK0279
 JK0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 JK0279'6.7 MI S FROM COLORADO SPRINGS.
 JK0279'6.7 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 JK0279'COLORADO SPRINGS, THENCE 4.2 MILES SOUTH ALONG STATE HIGHWAY 115,
 JK0279'AT THE SOUTHEAST CORNER OF A BRUSHY AREA WEST OF THE HIGHWAY, 70
 JK0279'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AT A GROUP OF LARGE
 JK0279'BOULDERS, IN THE TOP OF THE EAST EDGE OF THE EAST BOULDER, AND ABOUT
 JK0279'1-1/2 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED G 110 1935.
 JK0279
 JK0279                          STATION RECOVERY (1984)
 JK0279
 JK0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0279'MARK NOT FOUND.
 JK0279
 JK0279                          STATION RECOVERY (1997)
 JK0279
 JK0279'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (PGG)
 JK0279'THE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS AT STATE HIGHWAY 115
 JK0279'MILEPOST 42.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0006 ***********************************************************************
 JJ0006  DESIGNATION -  G 12 RESET
 JJ0006  PID         -  JJ0006
 JJ0006  STATE/COUNTY-  CO/CHEYENNE
 JJ0006  USGS QUAD   -  CHEYENNE WELLS (1982)
 JJ0006
 JJ0006                         *CURRENT SURVEY CONTROL
 JJ0006  ___________________________________________________________________
 JJ0006* NAD 83(1986)-  38 51 22.     (N)    102 21 05.     (W)     SCALED    
 JJ0006* NAVD 88     -      1298.898  (meters)    4261.47   (feet)  ADJUSTED  
 JJ0006  ___________________________________________________________________
 JJ0006  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 JJ0006  DYNAMIC HT  -        1297.707 (meters)    4257.56  (feet)  COMP
 JJ0006  MODELED GRAV-     979,666.0   (mgal)                       NAVD 88
 JJ0006
 JJ0006  VERT ORDER  -  FIRST     CLASS II
 JJ0006
 JJ0006.The horizontal coordinates were scaled from a topographic map and have
 JJ0006.an estimated accuracy of +/- 6 seconds.
 JJ0006
 JJ0006.The orthometric height was determined by differential leveling
 JJ0006.and adjusted by the National Geodetic Survey in June 1991..
 JJ0006
 JJ0006.The geoid height was determined by GEOID03.
 JJ0006
 JJ0006.The dynamic height is computed by dividing the NAVD 88
 JJ0006.geopotential number by the normal gravity value computed on the
 JJ0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0006.degrees latitude (g = 980.6199 gals.).
 JJ0006
 JJ0006.The modeled gravity was interpolated from observed gravity values.
 JJ0006
 JJ0006;                    North         East    Units  Estimated Accuracy
 JJ0006;SPC CO C     -   423,070.    1,187,640.      MT  (+/- 180 meters Scaled)
 JJ0006
 JJ0006                          SUPERSEDED SURVEY CONTROL
 JJ0006
 JJ0006  NGVD 29 (??/??/92) 1298.371  (m)         4259.74   (f) ADJ UNCH    1 2
 JJ0006
 JJ0006.Superseded values are not recommended for survey control.
 JJ0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0006.See file dsdata.txt to determine how the superseded data were derived.
 JJ0006
 JJ0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD298041(NAD 83)
 JJ0006_MARKER: DB = BENCH MARK DISK
 JJ0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0006_STAMPING: 4259.754 G 12 1926 RESET
 JJ0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0006+STABILITY: SURFACE MOTION
 JJ0006
 JJ0006  HISTORY     - Date     Condition        Report By
 JJ0006  HISTORY     - 1939     MONUMENTED       CGS
 JJ0006  HISTORY     - 1941     GOOD             NGS
 JJ0006  HISTORY     - 1975     MARK NOT FOUND   USGS
 JJ0006
 JJ0006                          STATION DESCRIPTION
 JJ0006
 JJ0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0006'2.4 MI N FROM CHEYENNE WELLS.
 JJ0006'2.4 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE COUNTY COURTHOUSE
 JJ0006'AT CHEYENNE WELLS, AT THE NORTHEAST CORNER OF SECTION 8, T 14 S, R
 JJ0006'44 W, 53 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF AN
 JJ0006'EAST-AND-WEST SECTIONLINE ROAD, 44 FEET WEST OF THE CENTERLINE OF
 JJ0006'THE HIGHWAY, 35 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 9 FEET
 JJ0006'NORTH OF A POLE, 5 FEET SOUTH OF A FENCE CORNER, 1 FOOT EAST OF THE
 JJ0006'FENCE, 2.6 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL
 JJ0006'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED 4259.754 G 12 1926 RESET
 JJ0006'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.2 FEET ABOVE
 JJ0006'GROUND.
 JJ0006
 JJ0006                          STATION RECOVERY (1975)
 JJ0006
 JJ0006'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JJ0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0066 ***********************************************************************
 KJ0066  DESIGNATION -  G 13
 KJ0066  PID         -  KJ0066
 KJ0066  STATE/COUNTY-  CO/KIT CARSON
 KJ0066  USGS QUAD   -  BURLINGTON NE (1969)
 KJ0066
 KJ0066                         *CURRENT SURVEY CONTROL
 KJ0066  ___________________________________________________________________
 KJ0066* NAD 83(1986)-  39 26 42.     (N)    102 15 33.     (W)     SCALED    
 KJ0066* NAVD 88     -      1227.858  (meters)    4028.40   (feet)  ADJUSTED  
 KJ0066  ___________________________________________________________________
 KJ0066  GEOID HEIGHT-         -22.80  (meters)                     GEOID03
 KJ0066  DYNAMIC HT  -        1226.826 (meters)    4025.01  (feet)  COMP
 KJ0066  MODELED GRAV-     979,743.2   (mgal)                       NAVD 88
 KJ0066
 KJ0066  VERT ORDER  -  FIRST     CLASS II
 KJ0066
 KJ0066.The horizontal coordinates were scaled from a topographic map and have
 KJ0066.an estimated accuracy of +/- 6 seconds.
 KJ0066
 KJ0066.The orthometric height was determined by differential leveling
 KJ0066.and adjusted by the National Geodetic Survey in June 1991..
 KJ0066
 KJ0066.The geoid height was determined by GEOID03.
 KJ0066
 KJ0066.The dynamic height is computed by dividing the NAVD 88
 KJ0066.geopotential number by the normal gravity value computed on the
 KJ0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0066.degrees latitude (g = 980.6199 gals.).
 KJ0066
 KJ0066.The modeled gravity was interpolated from observed gravity values.
 KJ0066
 KJ0066;                    North         East    Units  Estimated Accuracy
 KJ0066;SPC CO C     -   488,690.    1,193,310.      MT  (+/- 180 meters Scaled)
 KJ0066
 KJ0066                          SUPERSEDED SURVEY CONTROL
 KJ0066
 KJ0066  NGVD 29 (??/??/92) 1227.362  (m)         4026.77   (f) ADJ UNCH    1 2
 KJ0066
 KJ0066.Superseded values are not recommended for survey control.
 KJ0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0066.See file dsdata.txt to determine how the superseded data were derived.
 KJ0066
 KJ0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD358697(NAD 83)
 KJ0066_MARKER: DB = BENCH MARK DISK
 KJ0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0066_STAMPING: 4026.770 G 13 1926
 KJ0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0066+STABILITY: SURFACE MOTION
 KJ0066
 KJ0066  HISTORY     - Date     Condition        Report By
 KJ0066  HISTORY     - 1926     MONUMENTED       CGS
 KJ0066  HISTORY     - 1942     GOOD             NGS
 KJ0066  HISTORY     - 1969     MARK NOT FOUND   USGS
 KJ0066
 KJ0066                          STATION DESCRIPTION
 KJ0066
 KJ0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KJ0066'10.5 MI N FROM BURLINGTON.
 KJ0066'10.5 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE COUNTY COURTHOUSE
 KJ0066'AT BURLINGTON, 344 FEET SOUTH OF THE CENTER OF THE INTERSECTION
 KJ0066'OF AN EAST-AND-WEST SECTION-LINE ROAD, 148 FEET NORTH OF AN
 KJ0066'18-INCH GALVANIZED-IRON PIPE CULVERT, 30.5 FEET EAST OF THE
 KJ0066'CENTERLINE OF THE HIGHWAY, 19 FEET WEST OF A FENCE, 2.7 FEET
 KJ0066'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1-1/2 FEET LOWER THAN
 KJ0066'THE HIGHWAY, AND 0.2 FOOT UNDER GROUND. A STANDARD DISK, STAMPED
 KJ0066'4026.770 G 13 1926 AND SET IN THE TOP OF A CONCRETE POST.
 KJ0066
 KJ0066                          STATION RECOVERY (1969)
 KJ0066
 KJ0066'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 KJ0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0318 ***********************************************************************
 LM0318  DESIGNATION -  G 132
 LM0318  PID         -  LM0318
 LM0318  STATE/COUNTY-  CO/ROUTT
 LM0318  USGS QUAD   -  CLARK (1962)
 LM0318
 LM0318                         *CURRENT SURVEY CONTROL
 LM0318  ___________________________________________________________________
 LM0318* NAD 83(1986)-  40 44 01.     (N)    106 54 31.     (W)     SCALED    
 LM0318* NAVD 88     -      2267.573  (meters)    7439.53   (feet)  ADJUSTED  
 LM0318  ___________________________________________________________________
 LM0318  GEOID HEIGHT-         -12.11  (meters)                     GEOID03
 LM0318  DYNAMIC HT  -        2265.299 (meters)    7432.07  (feet)  COMP
 LM0318  MODELED GRAV-     979,540.7   (mgal)                       NAVD 88
 LM0318
 LM0318  VERT ORDER  -  SECOND    CLASS 0
 LM0318
 LM0318.The horizontal coordinates were scaled from a topographic map and have
 LM0318.an estimated accuracy of +/- 6 seconds.
 LM0318
 LM0318.The orthometric height was determined by differential leveling
 LM0318.and adjusted by the National Geodetic Survey in June 1991..
 LM0318
 LM0318.The geoid height was determined by GEOID03.
 LM0318
 LM0318.The dynamic height is computed by dividing the NAVD 88
 LM0318.geopotential number by the normal gravity value computed on the
 LM0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0318.degrees latitude (g = 980.6199 gals.).
 LM0318
 LM0318.The modeled gravity was interpolated from observed gravity values.
 LM0318
 LM0318;                    North         East    Units  Estimated Accuracy
 LM0318;SPC CO N     -   461,220.      795,420.      MT  (+/- 180 meters Scaled)
 LM0318
 LM0318                          SUPERSEDED SURVEY CONTROL
 LM0318
 LM0318  NGVD 29 (??/??/92) 2266.233  (m)         7435.13   (f) ADJ UNCH    2 0
 LM0318
 LM0318.Superseded values are not recommended for survey control.
 LM0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0318.See file dsdata.txt to determine how the superseded data were derived.
 LM0318
 LM0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF388109(NAD 83)
 LM0318_MARKER: DB = BENCH MARK DISK
 LM0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0318_STAMPING: G 132 1934
 LM0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0318+STABILITY: SURFACE MOTION
 LM0318
 LM0318  HISTORY     - Date     Condition        Report By
 LM0318  HISTORY     - 1934     MONUMENTED       CGS
 LM0318
 LM0318                          STATION DESCRIPTION
 LM0318
 LM0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LM0318'1.4 MI N FROM CLARK.
 LM0318'1.4 MILES NORTH ALONG STATE HIGHWAY 129 FROM CLARK, ROUTT COUNTY, 145
 LM0318'FEET NORTHEAST OF A BRIDGE OVER A WATERCOURSE, 31 FEET NORTH OF THE
 LM0318'DOOR OF A LOG CABIN KNOWN AS THE COX HOMESTEAD IN 1934, AND 39 FEET
 LM0318'EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED G 132
 LM0318'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0153 ***********************************************************************
 LM0153  DESIGNATION -  G 133 RESET
 LM0153  PID         -  LM0153
 LM0153  STATE/COUNTY-  CO/JACKSON
 LM0153  USGS QUAD   -  RADIAL MOUNTAIN (1956)
 LM0153
 LM0153                         *CURRENT SURVEY CONTROL
 LM0153  ___________________________________________________________________
 LM0153* NAD 83(1986)-  40 21 48.     (N)    106 05 24.     (W)     SCALED    
 LM0153* NAVD 88     -      2870.539  (meters)    9417.76   (feet)  ADJUSTED  
 LM0153  ___________________________________________________________________
 LM0153  GEOID HEIGHT-         -11.95  (meters)                     GEOID03
 LM0153  DYNAMIC HT  -        2867.238 (meters)    9406.93  (feet)  COMP
 LM0153  MODELED GRAV-     979,370.6   (mgal)                       NAVD 88
 LM0153
 LM0153  VERT ORDER  -  FIRST     CLASS II
 LM0153
 LM0153.The horizontal coordinates were scaled from a topographic map and have
 LM0153.an estimated accuracy of +/- 6 seconds.
 LM0153
 LM0153.The orthometric height was determined by differential leveling
 LM0153.and adjusted by the National Geodetic Survey in June 1991..
 LM0153
 LM0153.The geoid height was determined by GEOID03.
 LM0153
 LM0153.The dynamic height is computed by dividing the NAVD 88
 LM0153.geopotential number by the normal gravity value computed on the
 LM0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0153.degrees latitude (g = 980.6199 gals.).
 LM0153
 LM0153.The modeled gravity was interpolated from observed gravity values.
 LM0153
 LM0153;                    North         East    Units  Estimated Accuracy
 LM0153;SPC CO N     -   419,330.      864,290.      MT  (+/- 180 meters Scaled)
 LM0153
 LM0153                          SUPERSEDED SURVEY CONTROL
 LM0153
 LM0153  NGVD 29 (??/??/92) 2868.994  (m)         9412.69   (f) ADJ UNCH    1 2
 LM0153
 LM0153.Superseded values are not recommended for survey control.
 LM0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0153.See file dsdata.txt to determine how the superseded data were derived.
 LM0153
 LM0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE074686(NAD 83)
 LM0153_MARKER: DB = BENCH MARK DISK
 LM0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0153_STAMPING: G 133 1934 RESET 1954
 LM0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0153+STABILITY: SURFACE MOTION
 LM0153
 LM0153  HISTORY     - Date     Condition        Report By
 LM0153  HISTORY     - 1954     MONUMENTED       CGS
 LM0153
 LM0153                          STATION DESCRIPTION
 LM0153
 LM0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LM0153'9.2 MI S FROM RAND.
 LM0153'9.2 MILES SOUTH ALONG STATE HIGHWAY 125 FROM THE POST OFFICE AT RAND,
 LM0153'ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, 44 FEET NORTHEAST OF THE
 LM0153'CENTER LINE OF THE HIGHWAY, 1.9 FEET NORTHWEST OF A WITNESS POST, SET
 LM0153'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 LM0153'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0894 ***********************************************************************
 LL0894  DESIGNATION -  G 134
 LL0894  PID         -  LL0894
 LL0894  STATE/COUNTY-  CO/JACKSON
 LL0894  USGS QUAD   -  CLARK PEAK (1977)
 LL0894
 LL0894                         *CURRENT SURVEY CONTROL
 LL0894  ___________________________________________________________________
 LL0894* NAD 83(1986)-  40 30 14.     (N)    105 58 08.     (W)     SCALED    
 LL0894* NAVD 88     -      2835.952  (meters)    9304.29   (feet)  ADJUSTED  
 LL0894  ___________________________________________________________________
 LL0894  GEOID HEIGHT-         -11.57  (meters)                     GEOID03
 LL0894  DYNAMIC HT  -        2832.769 (meters)    9293.84  (feet)  COMP
 LL0894  MODELED GRAV-     979,399.0   (mgal)                       NAVD 88
 LL0894
 LL0894  VERT ORDER  -  SECOND    CLASS 0
 LL0894
 LL0894.The horizontal coordinates were scaled from a topographic map and have
 LL0894.an estimated accuracy of +/- 6 seconds.
 LL0894
 LL0894.The orthometric height was determined by differential leveling
 LL0894.and adjusted by the National Geodetic Survey in June 1991..
 LL0894
 LL0894.The geoid height was determined by GEOID03.
 LL0894
 LL0894.The dynamic height is computed by dividing the NAVD 88
 LL0894.geopotential number by the normal gravity value computed on the
 LL0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0894.degrees latitude (g = 980.6199 gals.).
 LL0894
 LL0894.The modeled gravity was interpolated from observed gravity values.
 LL0894
 LL0894;                    North         East    Units  Estimated Accuracy
 LL0894;SPC CO N     -   434,880.      874,660.      MT  (+/- 180 meters Scaled)
 LL0894
 LL0894                          SUPERSEDED SURVEY CONTROL
 LL0894
 LL0894  NGVD 29 (??/??/92) 2834.439  (m)         9299.32   (f) ADJ UNCH    2 0
 LL0894
 LL0894.Superseded values are not recommended for survey control.
 LL0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0894.See file dsdata.txt to determine how the superseded data were derived.
 LL0894
 LL0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE179841(NAD 83)
 LL0894_MARKER: DB = BENCH MARK DISK
 LL0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0894_STAMPING: G 134 1934
 LL0894_MARK LOGO: CGS   
 LL0894_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0894+STABILITY: SURFACE MOTION
 LL0894_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LL0894+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1997
 LL0894
 LL0894  HISTORY     - Date     Condition        Report By
 LL0894  HISTORY     - 1934     MONUMENTED       CGS
 LL0894  HISTORY     - 19970405 GOOD             NGS
 LL0894
 LL0894                          STATION DESCRIPTION
 LL0894
 LL0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0894'13.4 MI S FROM CHAMBERS LAKE.
 LL0894'13.4 MILES SOUTH OF, ALONG HWY, 14 ABOUT .2 MILE WEST OF LAKE OWNED
 LL0894'BY GAME AND FISH DEPT. OF COLORADO, ON SUMMIT OF HILL, ON OUTSIDE
 LL0894'OF CURVE IN ROAD, 85 FEET WEST OF CENTER OF CONCRETE CULVERT, 36 FEET
 LL0894'NORTH OF CENTERLINE OF ROAD AND 4 FEET ABOVE LEVEL OF ROAD.
 LL0894'TABLET SET IN PRECAST CONCRETE POST.
 LL0894
 LL0894                          STATION RECOVERY (1997)
 LL0894
 LL0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 LL0894'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION IS GIVEN
 LL0894'BECAUSE THE HIGHWAY HAS CHANGED IN THE AREA.  IT IS 5.8 MI (9.3 KM)
 LL0894'WEST ALONG STATE HIGHWAY 14 FROM THE JACKSON-LARIMER COUNTY LINE AND
 LL0894'CAMERON PASS TO A DIRT SIDE ROAD RIGHT TO THE OLD CURVE IN THE
 LL0894'HIGHWAY.  IT IS 0.2 MI (0.3 KM) WEST FROM THE STATE FACILITIES AT
 LL0894'RANGER LAKES.  IT IS AT AN OLD CURVE THAT HAS BEEN TAKEN OUT OF THE
 LL0894'HIGHWAY.  IT IS 0.05 MI (0.08 KM) NORTHEAST FROM THE OLD HIGHWAY.  AT
 LL0894'STATE HIGHWAY MILEPOST 59.05.  IT IS 0.15 M (0.49 FT) WEST FROM A
 LL0894'WITNESS POST, A DISK IN THE TOP OF A 15 CM SQUARE CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0446 ***********************************************************************
 LL0446  DESIGNATION -  G 135
 LL0446  PID         -  LL0446
 LL0446  STATE/COUNTY-  CO/LARIMER
 LL0446  USGS QUAD   -  BIG NARROWS (1975)
 LL0446
 LL0446                         *CURRENT SURVEY CONTROL
 LL0446  ___________________________________________________________________
 LL0446* NAD 83(1986)-  40 41 11.     (N)    105 26 52.     (W)     SCALED    
 LL0446* NAVD 88     -      2005.012  (meters)    6578.11   (feet)  ADJUSTED  
 LL0446  ___________________________________________________________________
 LL0446  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 LL0446  DYNAMIC HT  -        2003.153 (meters)    6572.01  (feet)  COMP
 LL0446  MODELED GRAV-     979,625.4   (mgal)                       NAVD 88
 LL0446
 LL0446  VERT ORDER  -  SECOND    CLASS 0
 LL0446
 LL0446.The horizontal coordinates were scaled from a topographic map and have
 LL0446.an estimated accuracy of +/- 6 seconds.
 LL0446
 LL0446.The orthometric height was determined by differential leveling
 LL0446.and adjusted by the National Geodetic Survey in June 1991..
 LL0446
 LL0446.The geoid height was determined by GEOID03.
 LL0446
 LL0446.The dynamic height is computed by dividing the NAVD 88
 LL0446.geopotential number by the normal gravity value computed on the
 LL0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0446.degrees latitude (g = 980.6199 gals.).
 LL0446
 LL0446.The modeled gravity was interpolated from observed gravity values.
 LL0446
 LL0446;                    North         East    Units  Estimated Accuracy
 LL0446;SPC CO N     -   455,040.      918,820.      MT  (+/- 180 meters Scaled)
 LL0446
 LL0446                          SUPERSEDED SURVEY CONTROL
 LL0446
 LL0446  NGVD 29 (??/??/92) 2003.898  (m)         6574.46   (f) ADJ UNCH    2 0
 LL0446
 LL0446.Superseded values are not recommended for survey control.
 LL0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0446.See file dsdata.txt to determine how the superseded data were derived.
 LL0446
 LL0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF621040(NAD 83)
 LL0446_MARKER: DB = BENCH MARK DISK
 LL0446_SETTING: 80 = SET IN A BOULDER
 LL0446_STAMPING: G 135 1934
 LL0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0446+STABILITY: SURFACE MOTION
 LL0446
 LL0446  HISTORY     - Date     Condition        Report By
 LL0446  HISTORY     - 1934     MONUMENTED       CGS
 LL0446
 LL0446                          STATION DESCRIPTION
 LL0446
 LL0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0446'21.9 MI W FROM TEDS PLACE.
 LL0446'21.9 MILES W OF TEDS PLACE ALONG HWY. 14 FROM JCT. OF HWY- 285 AND
 LL0446'14, AT THE POINT LITTLE SOUTH POUDRE RIVER JOINS CACHE LA POUDRE
 LL0446'RIVER, ON THE OUTSIDE OF CURVE IN HIGHWAY, 65 FEET NORTH OF TRAIL
 LL0446'LEADING DOWN TO CAMP AT RIVERS EDGE, 25 FEET EAST OF CENTERLINE OF
 LL0446'HIGHWAY, IN THE TOP OF WEST EDGE OF BOULDER 6 X 12 X 3 AND ON LEVEL
 LL0446'WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0489 ***********************************************************************
 LL0489  DESIGNATION -  G 136
 LL0489  PID         -  LL0489
 LL0489  STATE/COUNTY-  CO/LARIMER
 LL0489  USGS QUAD   -  FORT COLLINS (1984)
 LL0489
 LL0489                         *CURRENT SURVEY CONTROL
 LL0489  ___________________________________________________________________
 LL0489* NAD 83(1986)-  40 33 35.     (N)    105 01 55.     (W)     SCALED    
 LL0489* NAVD 88     -      1492.513  (meters)    4896.69   (feet)  ADJUSTED  
 LL0489  ___________________________________________________________________
 LL0489  GEOID HEIGHT-         -16.26  (meters)                     GEOID03
 LL0489  DYNAMIC HT  -        1491.252 (meters)    4892.55  (feet)  COMP
 LL0489  MODELED GRAV-     979,728.1   (mgal)                       NAVD 88
 LL0489
 LL0489  VERT ORDER  -  SECOND    CLASS 0
 LL0489
 LL0489.The horizontal coordinates were scaled from a topographic map and have
 LL0489.an estimated accuracy of +/- 6 seconds.
 LL0489
 LL0489.The orthometric height was determined by differential leveling
 LL0489.and adjusted by the National Geodetic Survey in June 1991..
 LL0489
 LL0489.The geoid height was determined by GEOID03.
 LL0489
 LL0489.The dynamic height is computed by dividing the NAVD 88
 LL0489.geopotential number by the normal gravity value computed on the
 LL0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0489.degrees latitude (g = 980.6199 gals.).
 LL0489
 LL0489.The modeled gravity was interpolated from observed gravity values.
 LL0489
 LL0489;                    North         East    Units  Estimated Accuracy
 LL0489;SPC CO N     -   441,070.      954,040.      MT  (+/- 180 meters Scaled)
 LL0489
 LL0489                          SUPERSEDED SURVEY CONTROL
 LL0489
 LL0489  NGVD 29 (??/??/92) 1491.551  (m)         4893.53   (f) ADJ UNCH    2 0
 LL0489
 LL0489.Superseded values are not recommended for survey control.
 LL0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0489.See file dsdata.txt to determine how the superseded data were derived.
 LL0489
 LL0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE972898(NAD 83)
 LL0489_MARKER: DB = BENCH MARK DISK
 LL0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0489_STAMPING: G 136 1934
 LL0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0489+STABILITY: SURFACE MOTION
 LL0489
 LL0489  HISTORY     - Date     Condition        Report By
 LL0489  HISTORY     - 1934     MONUMENTED       CGS
 LL0489  HISTORY     - 1959     MARK NOT FOUND   USGS
 LL0489  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0489
 LL0489                          STATION DESCRIPTION
 LL0489
 LL0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0489'3.7 MI E FROM FT. COLLINS.
 LL0489'3.7 MILES E OF FT. COLLINS ALONG C. AND S. RR FROM DEPOT, ABOUT
 LL0489'0.8 MILE WEST OF CUTHBERTSON SIDING, 1300 FEET EAST OF CULVERT
 LL0489'UNDER RAILROAD, 925 FEET WEST OF TRAIL CROSSING TRACK, 560 FEET
 LL0489'WEST OF SPEEDER STOP, 45 FEET NORTH OF CENTERLINE OF TRACK, MIDWAY
 LL0489'BETWEEN TELEPHONE POLES 1825 AND 1826 AND 1 FOOT SOUTH OF FENCE.
 LL0489'TABLET SET IN PRECAST CONCRETE POST.
 LL0489
 LL0489                          STATION RECOVERY (1959)
 LL0489
 LL0489'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LL0489'MARK NOT FOUND.
 LL0489
 LL0489                          STATION RECOVERY (1984)
 LL0489
 LL0489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0489'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0538 ***********************************************************************
 LL0538  DESIGNATION -  G 137
 LL0538  PID         -  LL0538
 LL0538  STATE/COUNTY-  CO/LARIMER
 LL0538  USGS QUAD   -  LIVERMORE (1978)
 LL0538
 LL0538                         *CURRENT SURVEY CONTROL
 LL0538  ___________________________________________________________________
 LL0538* NAD 83(1986)-  40 48 52.     (N)    105 14 33.     (W)     SCALED    
 LL0538* NAVD 88     -      1802.619  (meters)    5914.09   (feet)  ADJUSTED  
 LL0538  ___________________________________________________________________
 LL0538  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 LL0538  DYNAMIC HT  -        1801.049 (meters)    5908.94  (feet)  COMP
 LL0538  MODELED GRAV-     979,689.2   (mgal)                       NAVD 88
 LL0538
 LL0538  VERT ORDER  -  SECOND    CLASS 0
 LL0538
 LL0538.The horizontal coordinates were scaled from a topographic map and have
 LL0538.an estimated accuracy of +/- 6 seconds.
 LL0538
 LL0538.The orthometric height was determined by differential leveling
 LL0538.and adjusted by the National Geodetic Survey in June 1991..
 LL0538
 LL0538.The geoid height was determined by GEOID03.
 LL0538
 LL0538.The dynamic height is computed by dividing the NAVD 88
 LL0538.geopotential number by the normal gravity value computed on the
 LL0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0538.degrees latitude (g = 980.6199 gals.).
 LL0538
 LL0538.The modeled gravity was interpolated from observed gravity values.
 LL0538
 LL0538;                    North         East    Units  Estimated Accuracy
 LL0538;SPC CO N     -   469,290.      936,130.      MT  (+/- 180 meters Scaled)
 LL0538
 LL0538                          SUPERSEDED SURVEY CONTROL
 LL0538
 LL0538  NGVD 29 (??/??/92) 1801.600  (m)         5910.75   (f) ADJ UNCH    2 0
 LL0538
 LL0538.Superseded values are not recommended for survey control.
 LL0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0538.See file dsdata.txt to determine how the superseded data were derived.
 LL0538
 LL0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF795181(NAD 83)
 LL0538_MARKER: DB = BENCH MARK DISK
 LL0538_SETTING: 66 = SET IN ROCK OUTCROP
 LL0538_SP_SET: SANDSTONE OUTCROP
 LL0538_STAMPING: G 137 1934
 LL0538_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL0538+STABILITY: POSITION/ELEVATION WELL
 LL0538
 LL0538  HISTORY     - Date     Condition        Report By
 LL0538  HISTORY     - 1934     MONUMENTED       CGS
 LL0538  HISTORY     - 1952     GOOD             NGS
 LL0538
 LL0538                          STATION DESCRIPTION
 LL0538
 LL0538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 LL0538'2 MI N FROM THE FORKS.
 LL0538'2.0 MILE NORTH ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE
 LL0538'AT THE FORKS, 0.2 MILE SOUTHEAST OF A CONCRETE BRIDGE OVER
 LL0538'FORK DITCH, 182 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD
 LL0538'LEADING EAST, 74.7 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LL0538'6.7 FEET EAST OF A FENCE, 2.3 FEET EAST OF A WITNESS POST,
 LL0538'1 FOOT ABOVE THE GROUND, SET IN THE TOP OF A LARGE SANDSTONE
 LL0538'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0178 ***********************************************************************
 LM0178  DESIGNATION -  G 138
 LM0178  PID         -  LM0178
 LM0178  STATE/COUNTY-  CO/GRAND
 LM0178  USGS QUAD   -  KREMMLING (1981)
 LM0178
 LM0178                         *CURRENT SURVEY CONTROL
 LM0178  ___________________________________________________________________
 LM0178* NAD 83(1986)-  40 00 58.     (N)    106 28 41.     (W)     SCALED    
 LM0178* NAVD 88     -      2201.151  (meters)    7221.61   (feet)  ADJUSTED  
 LM0178  ___________________________________________________________________
 LM0178  GEOID HEIGHT-         -12.63  (meters)                     GEOID03
 LM0178  DYNAMIC HT  -        2198.651 (meters)    7213.41  (feet)  COMP
 LM0178  MODELED GRAV-     979,412.9   (mgal)                       NAVD 88
 LM0178
 LM0178  VERT ORDER  -  SECOND    CLASS 0
 LM0178
 LM0178.The horizontal coordinates were scaled from a topographic map and have
 LM0178.an estimated accuracy of +/- 6 seconds.
 LM0178
 LM0178.The orthometric height was determined by differential leveling
 LM0178.and adjusted by the National Geodetic Survey in June 1991..
 LM0178
 LM0178.The geoid height was determined by GEOID03.
 LM0178
 LM0178.The dynamic height is computed by dividing the NAVD 88
 LM0178.geopotential number by the normal gravity value computed on the
 LM0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0178.degrees latitude (g = 980.6199 gals.).
 LM0178
 LM0178.The modeled gravity was interpolated from observed gravity values.
 LM0178
 LM0178;                    North         East    Units  Estimated Accuracy
 LM0178;SPC CO N     -   381,070.      830,910.      MT  (+/- 180 meters Scaled)
 LM0178
 LM0178                          SUPERSEDED SURVEY CONTROL
 LM0178
 LM0178  NGVD 29 (??/??/92) 2199.679  (m)         7216.78   (f) ADJ UNCH    2 0
 LM0178
 LM0178.Superseded values are not recommended for survey control.
 LM0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0178.See file dsdata.txt to determine how the superseded data were derived.
 LM0178
 LM0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE738305(NAD 83)
 LM0178_MARKER: DB = BENCH MARK DISK
 LM0178_SETTING: 66 = SET IN ROCK OUTCROP
 LM0178_SP_SET: ROCK CLIFF
 LM0178_STAMPING: G 138 1934
 LM0178_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LM0178+STABILITY: POSITION/ELEVATION WELL
 LM0178
 LM0178  HISTORY     - Date     Condition        Report By
 LM0178  HISTORY     - 1934     MONUMENTED       CGS
 LM0178
 LM0178                          STATION DESCRIPTION
 LM0178
 LM0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LM0178'2.3 MI NE FROM AZURE.
 LM0178'2.3 MILES NORTHEAST ALONG THE DENVER AND SALT LAKE RAILWAY FROM THE
 LM0178'STATION AT AZURE, GRAND COUNTY, 85 FEET SOUTH OF MILEPOST 109, AT THE
 LM0178'SOUTH END OF TUNNEL 37, IN THE EAST FACE OF A ROCK CLIFF, 12 FEET
 LM0178'NORTH OF A JOG IN THE CLIFF, 8 FEET WEST OF THE TRACK, AND 3 FEET
 LM0178'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED G 138 1934 AND SET
 LM0178'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0807 ***********************************************************************
 LL0807  DESIGNATION -  G 139
 LL0807  PID         -  LL0807
 LL0807  STATE/COUNTY-  CO/GRAND
 LL0807  USGS QUAD   -  GRANBY (1978)
 LL0807
 LL0807                         *CURRENT SURVEY CONTROL
 LL0807  ___________________________________________________________________
 LL0807* NAD 83(1986)-  40 04 40.     (N)    105 53 49.     (W)     SCALED    
 LL0807* NAVD 88     -      2448.474  (meters)    8033.04   (feet)  ADJUSTED  
 LL0807  ___________________________________________________________________
 LL0807  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 LL0807  DYNAMIC HT  -        2445.773 (meters)    8024.17  (feet)  COMP
 LL0807  MODELED GRAV-     979,434.6   (mgal)                       NAVD 88
 LL0807
 LL0807  VERT ORDER  -  FIRST     CLASS II
 LL0807
 LL0807.The horizontal coordinates were scaled from a topographic map and have
 LL0807.an estimated accuracy of +/- 6 seconds.
 LL0807
 LL0807.The orthometric height was determined by differential leveling
 LL0807.and adjusted by the National Geodetic Survey in June 1991..
 LL0807
 LL0807.The geoid height was determined by GEOID03.
 LL0807
 LL0807.The dynamic height is computed by dividing the NAVD 88
 LL0807.geopotential number by the normal gravity value computed on the
 LL0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0807.degrees latitude (g = 980.6199 gals.).
 LL0807
 LL0807.The modeled gravity was interpolated from observed gravity values.
 LL0807
 LL0807;                    North         East    Units  Estimated Accuracy
 LL0807;SPC CO N     -   387,530.      880,550.      MT  (+/- 180 meters Scaled)
 LL0807
 LL0807                          SUPERSEDED SURVEY CONTROL
 LL0807
 LL0807  NGVD 29 (??/??/92) 2447.101  (m)         8028.53   (f) ADJ UNCH    1 2
 LL0807
 LL0807.Superseded values are not recommended for survey control.
 LL0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0807.See file dsdata.txt to determine how the superseded data were derived.
 LL0807
 LL0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE235367(NAD 83)
 LL0807_MARKER: DB = BENCH MARK DISK
 LL0807_SETTING: 66 = SET IN ROCK OUTCROP
 LL0807_SP_SET: OUTCROP
 LL0807_STAMPING: G 139 1934
 LL0807_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL0807+STABILITY: POSITION/ELEVATION WELL
 LL0807
 LL0807  HISTORY     - Date     Condition        Report By
 LL0807  HISTORY     - 1934     MONUMENTED       CGS
 LL0807  HISTORY     - 1954     GOOD             NGS
 LL0807
 LL0807                          STATION DESCRIPTION
 LL0807
 LL0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LL0807'2.1 MI E FROM GRANBY.
 LL0807'2.1 MILES EAST ALONG THE DENVER AND SALT LAKE RAILROAD FROM
 LL0807'THE STATION AT GRANBY, 12 FEET NORTH OF THE NORTH RAIL, 52
 LL0807'FEET NORTH OF A FENCE, 0.3 MILE EAST OF MILEPOST 74, 4 FEET
 LL0807'ABOVE THE GROUND, 214 FEET EAST OF THE WEST END OF A GRANITE
 LL0807'OUTCROP, SET VERTICALLY IN THE SOUTH SIDE OF THE GRANITE
 LL0807'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0066 ***********************************************************************
 LK0066  DESIGNATION -  G 14
 LK0066  PID         -  LK0066
 LK0066  STATE/COUNTY-  CO/YUMA
 LK0066  USGS QUAD   -  WRAY (1984)
 LK0066
 LK0066                         *CURRENT SURVEY CONTROL
 LK0066  ___________________________________________________________________
 LK0066* NAD 83(1986)-  40 04 55.     (N)    102 13 20.     (W)     SCALED    
 LK0066* NAVD 88     -      1074.106  (meters)    3523.96   (feet)  ADJUSTED  
 LK0066  ___________________________________________________________________
 LK0066  GEOID HEIGHT-         -22.02  (meters)                     GEOID03
 LK0066  DYNAMIC HT  -        1073.291 (meters)    3521.29  (feet)  COMP
 LK0066  MODELED GRAV-     979,830.5   (mgal)                       NAVD 88
 LK0066
 LK0066  VERT ORDER  -  FIRST     CLASS II
 LK0066
 LK0066.The horizontal coordinates were scaled from a topographic map and have
 LK0066.an estimated accuracy of +/- 6 seconds.
 LK0066
 LK0066.The orthometric height was determined by differential leveling
 LK0066.and adjusted by the National Geodetic Survey in June 1991..
 LK0066
 LK0066.The geoid height was determined by GEOID03.
 LK0066
 LK0066.The dynamic height is computed by dividing the NAVD 88
 LK0066.geopotential number by the normal gravity value computed on the
 LK0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0066.degrees latitude (g = 980.6199 gals.).
 LK0066
 LK0066.The modeled gravity was interpolated from observed gravity values.
 LK0066
 LK0066;                    North         East    Units  Estimated Accuracy
 LK0066;SPC CO N     -   393,090.    1,193,900.      MT  (+/- 180 meters Scaled)
 LK0066
 LK0066                          SUPERSEDED SURVEY CONTROL
 LK0066
 LK0066  NGVD 29 (??/??/92) 1073.630  (m)         3522.40   (f) ADJ UNCH    1 2
 LK0066
 LK0066.Superseded values are not recommended for survey control.
 LK0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0066.See file dsdata.txt to determine how the superseded data were derived.
 LK0066
 LK0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE368405(NAD 83)
 LK0066_MARKER: DB = BENCH MARK DISK
 LK0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0066_STAMPING: G 14 1926
 LK0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0066+STABILITY: SURFACE MOTION
 LK0066
 LK0066  HISTORY     - Date     Condition        Report By
 LK0066  HISTORY     - 1926     MONUMENTED       CGS
 LK0066  HISTORY     - 1959     GOOD             NGS
 LK0066
 LK0066                          STATION DESCRIPTION
 LK0066
 LK0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LK0066'AT WRAY.
 LK0066'AT WRAY, AT THE NORTH EDGE OF TOWN, 180 FEET NORTH OF THE MAIN
 LK0066'RAILROAD TRACK, AT A STREET INTERSECTION, 15 FEET NORTH OF NORTH
 LK0066'RAILWAY STREET AND 27 FEET WEST OF MAIN STREET, 7 FEET EAST OF A
 LK0066'FENCE POST IN THE SOUTHEAST CORNER OF A YARD.  A STANDARD DISK,
 LK0066'STAMPED G 14 1926 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1026 ***********************************************************************
 KK1026  DESIGNATION -  G 140
 KK1026  PID         -  KK1026
 KK1026  STATE/COUNTY-  CO/CLEAR CREEK
 KK1026  USGS QUAD   -  BERTHOUD PASS (1957)
 KK1026
 KK1026                         *CURRENT SURVEY CONTROL
 KK1026  ___________________________________________________________________
 KK1026* NAD 83(1986)-  39 46 12.     (N)    105 48 53.     (W)     SCALED    
 KK1026* NAVD 88     -      3021.805  (meters)    9914.04   (feet)  ADJUSTED  
 KK1026  ___________________________________________________________________
 KK1026  GEOID HEIGHT-         -12.30  (meters)                     GEOID03
 KK1026  DYNAMIC HT  -        3017.972 (meters)    9901.46  (feet)  COMP
 KK1026  MODELED GRAV-     979,247.9   (mgal)                       NAVD 88
 KK1026
 KK1026  VERT ORDER  -  FIRST     CLASS II
 KK1026
 KK1026.The horizontal coordinates were scaled from a topographic map and have
 KK1026.an estimated accuracy of +/- 6 seconds.
 KK1026
 KK1026.The orthometric height was determined by differential leveling
 KK1026.and adjusted by the National Geodetic Survey in June 1991..
 KK1026
 KK1026.The geoid height was determined by GEOID03.
 KK1026
 KK1026.The dynamic height is computed by dividing the NAVD 88
 KK1026.geopotential number by the normal gravity value computed on the
 KK1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1026.degrees latitude (g = 980.6199 gals.).
 KK1026
 KK1026.The modeled gravity was interpolated from observed gravity values.
 KK1026
 KK1026;                    North         East    Units  Estimated Accuracy
 KK1026;SPC CO C     -   519,840.      887,440.      MT  (+/- 180 meters Scaled)
 KK1026
 KK1026                          SUPERSEDED SURVEY CONTROL
 KK1026
 KK1026  NGVD 29 (??/??/92) 3020.088  (m)         9908.41   (f) ADJ UNCH    1 2
 KK1026
 KK1026.Superseded values are not recommended for survey control.
 KK1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1026.See file dsdata.txt to determine how the superseded data were derived.
 KK1026
 KK1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE302025(NAD 83)
 KK1026_MARKER: DB = BENCH MARK DISK
 KK1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK1026_STAMPING: G 140 1934
 KK1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1026+STABILITY: SURFACE MOTION
 KK1026
 KK1026  HISTORY     - Date     Condition        Report By
 KK1026  HISTORY     - 1934     MONUMENTED       CGS
 KK1026  HISTORY     - 1954     GOOD             NGS
 KK1026
 KK1026                          STATION DESCRIPTION
 KK1026
 KK1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1026'7.7 MI W FROM EMPIRE.
 KK1026'7.7 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE PUBLIC SCHOOL AT
 KK1026'EMPIRE, 48 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 320
 KK1026'FEET NORTHEAST OF HIGHWAY MARKER 300, 0.1 MILE NORTHEAST OF A
 KK1026'CURVE IN THE HIGHWAY, 180 FEET SOUTHWEST OF A STONE CULVERT, 3.5
 KK1026'FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 KK1026'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0182 ***********************************************************************
 JM0182  DESIGNATION -  G 141
 JM0182  PID         -  JM0182
 JM0182  STATE/COUNTY-  CO/MESA
 JM0182  USGS QUAD   -  JACKS CANYON (1972)
 JM0182
 JM0182                         *CURRENT SURVEY CONTROL
 JM0182  ___________________________________________________________________
 JM0182* NAD 83(1986)-  38 51 04.     (N)    108 32 10.     (W)     SCALED    
 JM0182* NAVD 88     -      1923.196  (meters)    6309.69   (feet)  ADJUSTED  
 JM0182  ___________________________________________________________________
 JM0182  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 JM0182  DYNAMIC HT  -        1921.145 (meters)    6302.96  (feet)  COMP
 JM0182  MODELED GRAV-     979,492.5   (mgal)                       NAVD 88
 JM0182
 JM0182  VERT ORDER  -  SECOND    CLASS 0
 JM0182
 JM0182.The horizontal coordinates were scaled from a topographic map and have
 JM0182.an estimated accuracy of +/- 6 seconds.
 JM0182
 JM0182.The orthometric height was determined by differential leveling
 JM0182.and adjusted by the National Geodetic Survey in June 1991..
 JM0182
 JM0182.The geoid height was determined by GEOID03.
 JM0182
 JM0182.The dynamic height is computed by dividing the NAVD 88
 JM0182.geopotential number by the normal gravity value computed on the
 JM0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0182.degrees latitude (g = 980.6199 gals.).
 JM0182
 JM0182.The modeled gravity was interpolated from observed gravity values.
 JM0182
 JM0182;                    North         East    Units  Estimated Accuracy
 JM0182;SPC CO C     -   422,180.      650,910.      MT  (+/- 180 meters Scaled)
 JM0182
 JM0182                          SUPERSEDED SURVEY CONTROL
 JM0182
 JM0182  NGVD 29 (??/??/92) 1922.032  (m)         6305.87   (f) ADJ UNCH    2 0
 JM0182
 JM0182.Superseded values are not recommended for survey control.
 JM0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0182.See file dsdata.txt to determine how the superseded data were derived.
 JM0182
 JM0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ138031(NAD 83)
 JM0182_MARKER: DB = BENCH MARK DISK
 JM0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0182_STAMPING: G-141 1934
 JM0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0182+STABILITY: SURFACE MOTION
 JM0182
 JM0182  HISTORY     - Date     Condition        Report By
 JM0182  HISTORY     - 1934     MONUMENTED       CGS
 JM0182  HISTORY     - 1966     MARK NOT FOUND   USGS
 JM0182
 JM0182                          STATION DESCRIPTION
 JM0182
 JM0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0182'12.1 MI SW FROM WHITEWATER.
 JM0182'12.1 MILES SOUTHWEST OF, ALONG STATE HWY. 141, FROM WHITEWATER R.R.
 JM0182'STATION.  ABOUT .9 MILE SOUTHWEST OF FARM HOUSE.  ABOUT .4 MILE
 JM0182'SOUTHWEST OF WOODEN HIGHWAY BRIDGE OVER CREEK.  75 FEET SOUTHWEST OF
 JM0182'CENTERLINE OF ROAD LEADING NORTH UP SIDE OF HILL FROM HIGHWAY.  36
 JM0182'FEET WEST OF NORTHWEST END OF SMALL CULVERT UNDER HIGHWAY.  27 FEET
 JM0182'NORTHWEST OF CENTERLINE OF STATE HWY. 141.  TABLET SET IN PRECAST
 JM0182'CONCRETE POST.
 JM0182
 JM0182                          STATION RECOVERY (1966)
 JM0182
 JM0182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JM0182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0206 ***********************************************************************
 JM0206  DESIGNATION -  G 142
 JM0206  PID         -  JM0206
 JM0206  STATE/COUNTY-  CO/MESA
 JM0206  USGS QUAD   -  JUANITA ARCH (1973)
 JM0206
 JM0206                         *CURRENT SURVEY CONTROL
 JM0206  ___________________________________________________________________
 JM0206* NAD 83(1986)-  38 32 34.     (N)    108 53 58.     (W)     SCALED    
 JM0206* NAVD 88     -      1432.617  (meters)    4700.18   (feet)  ADJUSTED  
 JM0206  ___________________________________________________________________
 JM0206  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 JM0206  DYNAMIC HT  -        1431.083 (meters)    4695.14  (feet)  COMP
 JM0206  MODELED GRAV-     979,508.9   (mgal)                       NAVD 88
 JM0206
 JM0206  VERT ORDER  -  SECOND    CLASS 0
 JM0206
 JM0206.The horizontal coordinates were scaled from a topographic map and have
 JM0206.an estimated accuracy of +/- 6 seconds.
 JM0206
 JM0206.The orthometric height was determined by differential leveling
 JM0206.and adjusted by the National Geodetic Survey in June 1991..
 JM0206
 JM0206.The geoid height was determined by GEOID03.
 JM0206
 JM0206.The dynamic height is computed by dividing the NAVD 88
 JM0206.geopotential number by the normal gravity value computed on the
 JM0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0206.degrees latitude (g = 980.6199 gals.).
 JM0206
 JM0206.The modeled gravity was interpolated from observed gravity values.
 JM0206
 JM0206;                    North         East    Units  Estimated Accuracy
 JM0206;SPC CO C     -   389,100.      618,110.      MT  (+/- 180 meters Scaled)
 JM0206
 JM0206                          SUPERSEDED SURVEY CONTROL
 JM0206
 JM0206  NGVD 29 (??/??/92) 1431.448  (m)         4696.34   (f) ADJ UNCH    2 0
 JM0206
 JM0206.Superseded values are not recommended for survey control.
 JM0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0206.See file dsdata.txt to determine how the superseded data were derived.
 JM0206
 JM0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH830681(NAD 83)
 JM0206_MARKER: DB = BENCH MARK DISK
 JM0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0206_STAMPING: G-142 1934
 JM0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0206+STABILITY: SURFACE MOTION
 JM0206
 JM0206  HISTORY     - Date     Condition        Report By
 JM0206  HISTORY     - 1934     MONUMENTED       CGS
 JM0206
 JM0206                          STATION DESCRIPTION
 JM0206
 JM0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0206'12.2 MI SE FROM GATEWAY.
 JM0206'12.2 MILES SOUTHEAST OF, ALONG STATE HWY. 141, FROM PUBLIC SCHOOL.
 JM0206'ABOUT .25 MILE NORTHWEST OF CATTLE GUARD OVER HWY.  1200 FEET
 JM0206'NORTHWEST OF TWO LONE COTTONWOOD TREES ON WEST SIDE OF RIVER AND ALSO
 JM0206'ON INSIDE OF SHARP RIVER CURVE.  1000 FEET SOUTH OF GULCH ON EAST SIDE
 JM0206'OF RIVER.  600 FEET SOUTHWEST OF SANDSTONE ROCK SLIDE.  FROM HIGH
 JM0206'SANDSTONE CLIFF ON EAST SIDE OF RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0042 ***********************************************************************
 JM0042  DESIGNATION -  G 143
 JM0042  PID         -  JM0042
 JM0042  STATE/COUNTY-  CO/MONTROSE
 JM0042  USGS QUAD   -  PRYOR CREEK (1994)
 JM0042
 JM0042                         *CURRENT SURVEY CONTROL
 JM0042  ___________________________________________________________________
 JM0042* NAD 83(1986)-  38 21 59.     (N)    108 02 40.     (W)     SCALED    
 JM0042* NAVD 88     -      2412.070  (meters)    7913.60   (feet)  ADJUSTED  
 JM0042  ___________________________________________________________________
 JM0042  GEOID HEIGHT-         -16.34  (meters)                     GEOID03
 JM0042  DYNAMIC HT  -        2409.105 (meters)    7903.87  (feet)  COMP
 JM0042  MODELED GRAV-     979,312.2   (mgal)                       NAVD 88
 JM0042
 JM0042  VERT ORDER  -  SECOND    CLASS 0
 JM0042
 JM0042.The horizontal coordinates were scaled from a topographic map and have
 JM0042.an estimated accuracy of +/- 6 seconds.
 JM0042
 JM0042.The orthometric height was determined by differential leveling
 JM0042.and adjusted by the National Geodetic Survey in June 1991..
 JM0042
 JM0042.The geoid height was determined by GEOID03.
 JM0042
 JM0042.The dynamic height is computed by dividing the NAVD 88
 JM0042.geopotential number by the normal gravity value computed on the
 JM0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0042.degrees latitude (g = 980.6199 gals.).
 JM0042
 JM0042.The modeled gravity was interpolated from observed gravity values.
 JM0042
 JM0042;                    North         East    Units  Estimated Accuracy
 JM0042;SPC CO S     -   496,480.      692,060.      MT  (+/- 180 meters Scaled)
 JM0042
 JM0042                          SUPERSEDED SURVEY CONTROL
 JM0042
 JM0042  NGVD 29 (??/??/92) 2410.662  (m)         7908.98   (f) ADJ UNCH    2 0
 JM0042
 JM0042.Superseded values are not recommended for survey control.
 JM0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0042.See file dsdata.txt to determine how the superseded data were derived.
 JM0042
 JM0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH582506(NAD 83)
 JM0042_MARKER: DB = BENCH MARK DISK
 JM0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0042_STAMPING: G-143 1934
 JM0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0042+STABILITY: SURFACE MOTION
 JM0042
 JM0042  HISTORY     - Date     Condition        Report By
 JM0042  HISTORY     - 1934     MONUMENTED       CGS
 JM0042  HISTORY     - 1973     GOOD             USGS
 JM0042
 JM0042                          STATION DESCRIPTION
 JM0042
 JM0042'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JM0042'15.0 MI SW FROM MONTROSE.
 JM0042'ABOUT 15 MILES SOUTHWEST ALONG OLD STATE HIGHWAY 90 FROM THE
 JM0042'COURTHOUSE AT MONTROSE, MONTROSE COUNTY, 0.5 MILE SOUTHWEST OF THE
 JM0042'SOUTHWEST EDGE OF A GROVE OF CEDAR AND PINON TREES, 0.3 MILE NORTHEAST
 JM0042'OF THE SUMMIT OF THE ROAD WHERE IT LEADS INTO DRY CREEK CANYON FROM
 JM0042'THE NORTHEAST SIDE, 0.15 MILE NORTHEAST OF A ROAD LEADING SOUTH, 700
 JM0042'FEET NORTHEAST ALONG CENTER LINE OF ROAD FROM POWERLINE CROSSING AND
 JM0042'40 FEET PERPENDICULAR TO THE ROAD, SOUTHEAST.  A STANDARD DISK,
 JM0042'STAMPED G 143 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0133 ***********************************************************************
 JM0133  DESIGNATION -  G 144 RESET
 JM0133  PID         -  JM0133
 JM0133  STATE/COUNTY-  CO/MONTROSE
 JM0133  USGS QUAD   -  NATURITA (1994)
 JM0133
 JM0133                         *CURRENT SURVEY CONTROL
 JM0133  ___________________________________________________________________
 JM0133* NAD 83(1986)-  38 13 02.     (N)    108 32 43.     (W)     SCALED    
 JM0133* NAVD 88     -      1664.05   (meters)    5459.5    (feet)  RESET     
 JM0133  ___________________________________________________________________
 JM0133  GEOID HEIGHT-         -18.59  (meters)                     GEOID03
 JM0133
 JM0133  VERT ORDER  -  THIRD
 JM0133
 JM0133.The horizontal coordinates were scaled from a topographic map and have
 JM0133.an estimated accuracy of +/- 6 seconds.
 JM0133
 JM0133.The orthometric height was computed from unverified reset data.
 JM0133.No vertical observational check was made to the station.
 JM0133
 JM0133.The geoid height was determined by GEOID03.
 JM0133
 JM0133;                    North         East    Units  Estimated Accuracy
 JM0133;SPC CO S     -   481,240.      647,770.      MT  (+/- 180 meters Scaled)
 JM0133
 JM0133                          SUPERSEDED SURVEY CONTROL
 JM0133
 JM0133  NGVD 29 (??/??/??) 1662.84   (m)         5455.5    (f) RESET       3  
 JM0133
 JM0133.Superseded values are not recommended for survey control.
 JM0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0133.See file dsdata.txt to determine how the superseded data were derived.
 JM0133
 JM0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH148327(NAD 83)
 JM0133_MARKER: DB = BENCH MARK DISK
 JM0133_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JM0133_SP_SET: PARAPET WALL
 JM0133_STAMPING: G 144 RESET 1954
 JM0133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0133
 JM0133  HISTORY     - Date     Condition        Report By
 JM0133  HISTORY     - 1954     MONUMENTED       CODH
 JM0133
 JM0133                          STATION DESCRIPTION
 JM0133
 JM0133'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1954
 JM0133'1.4 MI E FROM NATURITA.
 JM0133'1.4 MILES EAST ALONG STATE HIGHWAY 90 FROM THE PUBLIC SCHOOL AT
 JM0133'NATURITA, MONTROSE COUNTY, AT THE CONCRETE BRIDGE OVER NATURITA CREEK,
 JM0133'IN THE TOP OF THE CONCRETE PARAPET WALL AT THE SOUTHEAST CORNER OF THE
 JM0133'BRIDGE, 17-1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROADWAY, AND
 JM0133'1-1/2 FEET OUTSIDE THE SIDEWALK.  A STANDARD DISK, STAMPED G 144 RESET
 JM0133'1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0166 ***********************************************************************
 JM0166  DESIGNATION -  G 145 RESET
 JM0166  PID         -  JM0166
 JM0166  STATE/COUNTY-  CO/MONTROSE
 JM0166  USGS QUAD   -  PARADOX (1994)
 JM0166
 JM0166                         *CURRENT SURVEY CONTROL
 JM0166  ___________________________________________________________________
 JM0166* NAD 83(1986)-  38 19 39.     (N)    108 54 36.     (W)     SCALED    
 JM0166* NAVD 88     -      1560.82   (meters)    5120.8    (feet)  RESET     
 JM0166  ___________________________________________________________________
 JM0166  GEOID HEIGHT-         -18.83  (meters)                     GEOID03
 JM0166
 JM0166  VERT ORDER  -  THIRD
 JM0166
 JM0166.The horizontal coordinates were scaled from a topographic map and have
 JM0166.an estimated accuracy of +/- 6 seconds.
 JM0166
 JM0166.The orthometric height was computed from unverified reset data.
 JM0166
 JM0166.The geoid height was determined by GEOID03.
 JM0166
 JM0166;                    North         East    Units  Estimated Accuracy
 JM0166;SPC CO S     -   494,570.      616,300.      MT  (+/- 180 meters Scaled)
 JM0166
 JM0166                          SUPERSEDED SURVEY CONTROL
 JM0166
 JM0166.No superseded survey control is available for this station.
 JM0166
 JM0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH826442(NAD 83)
 JM0166_MARKER: DB = BENCH MARK DISK
 JM0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0166_STAMPING: G 145 RESET 1957
 JM0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0166+STABILITY: SURFACE MOTION
 JM0166
 JM0166  HISTORY     - Date     Condition        Report By
 JM0166  HISTORY     - 1957     MONUMENTED       CODH
 JM0166  HISTORY     - 19900711 MARK NOT FOUND   USPSQD
 JM0166
 JM0166                          STATION DESCRIPTION
 JM0166
 JM0166'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1957
 JM0166'4.6 MI SE FROM PARADOX.
 JM0166'4.6 MILES SOUTHEAST ALONG STATE HIGHWAY 90 FROM THE POST OFFICE AT
 JM0166'PARADOX.  1.55 MILES NORTHWEST ALONG STATE HIGHWAY 90 FROM THE BEDROCK
 JM0166'STORE.  70 FEET NORTHEAST OF THE CENTER OF HIGHWAY 90 AND SET IN THE
 JM0166'TOP OF A 6-INCH DIAMETER CONCRETE POST.
 JM0166
 JM0166                          STATION RECOVERY (1990)
 JM0166
 JM0166'RECOVERY NOTE BY US POWER SQUADRON 1990 (TGO)
 JM0166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0141 ***********************************************************************
 HM0141  DESIGNATION -  G 146
 HM0141  PID         -  HM0141
 HM0141  STATE/COUNTY-  CO/SAN MIGUEL
 HM0141  USGS QUAD   -  EGNAR (1994)
 HM0141
 HM0141                         *CURRENT SURVEY CONTROL
 HM0141  ___________________________________________________________________
 HM0141* NAD 83(1986)-  37 59 32.     (N)    108 56 18.     (W)     SCALED    
 HM0141* NAVD 88     -      2208.152  (meters)    7244.58   (feet)  ADJUSTED  
 HM0141  ___________________________________________________________________
 HM0141  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 HM0141  DYNAMIC HT  -        2205.459 (meters)    7235.74  (feet)  COMP
 HM0141  MODELED GRAV-     979,330.5   (mgal)                       NAVD 88
 HM0141
 HM0141  VERT ORDER  -  SECOND    CLASS 0
 HM0141
 HM0141.The horizontal coordinates were scaled from a topographic map and have
 HM0141.an estimated accuracy of +/- 6 seconds.
 HM0141
 HM0141.The orthometric height was determined by differential leveling
 HM0141.and adjusted by the National Geodetic Survey in June 1991..
 HM0141
 HM0141.The geoid height was determined by GEOID03.
 HM0141
 HM0141.The dynamic height is computed by dividing the NAVD 88
 HM0141.geopotential number by the normal gravity value computed on the
 HM0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0141.degrees latitude (g = 980.6199 gals.).
 HM0141
 HM0141.The modeled gravity was interpolated from observed gravity values.
 HM0141
 HM0141;                    North         East    Units  Estimated Accuracy
 HM0141;SPC CO S     -   457,480.      612,460.      MT  (+/- 180 meters Scaled)
 HM0141
 HM0141                          SUPERSEDED SURVEY CONTROL
 HM0141
 HM0141  NGVD 29 (??/??/92) 2206.92   (m)         7240.5    (f) COMPUTED    2 0
 HM0141
 HM0141.Superseded values are not recommended for survey control.
 HM0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0141.See file dsdata.txt to determine how the superseded data were derived.
 HM0141
 HM0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH810069(NAD 83)
 HM0141_MARKER: DB = BENCH MARK DISK
 HM0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0141_STAMPING: G-146 1934
 HM0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0141+STABILITY: SURFACE MOTION
 HM0141
 HM0141  HISTORY     - Date     Condition        Report By
 HM0141  HISTORY     - 1934     MONUMENTED       CGS
 HM0141
 HM0141                          STATION DESCRIPTION
 HM0141
 HM0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0141'17.8 MI N FROM DOVE CREEK.
 HM0141'17.8 MILES NORTH OF, ALONG STATE HWY.80, FROM DOVE CREEK PUBLIC
 HM0141'SCHOOL.  ABOUT .2 MILE NORTHWEST OF WEST FENCE CORNER.  130 FEET
 HM0141'SOUTHEAST OF INTERSECTION OF CENTERLINES OF DIRT ROAD WITH STATE HWY.
 HM0141'80.  120 FEET SOUTHEAST OF SOUTHEAST END OF HIGHWAY CURVE.  36 FEET
 HM0141'SOUTHWEST OF CENTERLINE OF STATE HWY. 80.  30 FEET NORTHEAST OF
 HM0141'CENTERLINE OF DIRT ROAD.  PRECAST CONCRETE POST SET AT TOP OF SLICK
 HM0141'ROCK HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0087 ***********************************************************************
 JM0087  DESIGNATION -  G 147
 JM0087  PID         -  JM0087
 JM0087  STATE/COUNTY-  CO/SAN MIGUEL
 JM0087  USGS QUAD   -  PLACERVILLE (1953)
 JM0087
 JM0087                         *CURRENT SURVEY CONTROL
 JM0087  ___________________________________________________________________
 JM0087* NAD 83(1986)-  38 01 37.     (N)    108 05 13.     (W)     SCALED    
 JM0087* NAVD 88     -      2200.720  (meters)    7220.20   (feet)  ADJUSTED  
 JM0087  ___________________________________________________________________
 JM0087  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 JM0087  DYNAMIC HT  -        2197.896 (meters)    7210.93  (feet)  COMP
 JM0087  MODELED GRAV-     979,268.2   (mgal)                       NAVD 88
 JM0087
 JM0087  VERT ORDER  -  SECOND    CLASS 0
 JM0087
 JM0087.The horizontal coordinates were scaled from a topographic map and have
 JM0087.an estimated accuracy of +/- 6 seconds.
 JM0087
 JM0087.The orthometric height was determined by differential leveling
 JM0087.and adjusted by the National Geodetic Survey in June 1991..
 JM0087
 JM0087.The geoid height was determined by GEOID03.
 JM0087
 JM0087.The dynamic height is computed by dividing the NAVD 88
 JM0087.geopotential number by the normal gravity value computed on the
 JM0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0087.degrees latitude (g = 980.6199 gals.).
 JM0087
 JM0087.The modeled gravity was interpolated from observed gravity values.
 JM0087
 JM0087;                    North         East    Units  Estimated Accuracy
 JM0087;SPC CO S     -   458,920.      687,310.      MT  (+/- 180 meters Scaled)
 JM0087
 JM0087                          SUPERSEDED SURVEY CONTROL
 JM0087
 JM0087  NGVD 29 (??/??/92) 2199.279  (m)         7215.47   (f) ADJ UNCH    2 0
 JM0087
 JM0087.Superseded values are not recommended for survey control.
 JM0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0087.See file dsdata.txt to determine how the superseded data were derived.
 JM0087
 JM0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH556128(NAD 83)
 JM0087_MARKER: DB = BENCH MARK DISK
 JM0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0087_STAMPING: G-147 1934
 JM0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0087+STABILITY: SURFACE MOTION
 JM0087
 JM0087  HISTORY     - Date     Condition        Report By
 JM0087  HISTORY     - 1934     MONUMENTED       CGS
 JM0087  HISTORY     - 1953     MARK NOT FOUND   USGS
 JM0087
 JM0087                          STATION DESCRIPTION
 JM0087
 JM0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0087'2.0 MI NW FROM PLACERVILLE.
 JM0087'2.0 MILES NORTHWEST OF, ALONG STATE HWY. 145, FROM PLACERVILLE
 JM0087'RAILROAD STATION.  ABOUT 1.65 MILES EAST OF SPECIA CREEK ROAD STEEL
 JM0087'BRIDGE OVER SAN MIGUEL RIVER.  200 FEET NORTHWEST OF SUMMIT OF HIGHWAY
 JM0087'OVER RIDGE.  70 FEET WEST OF TELEPHONE POLE NO. 737.  63 FEET SOUTH OF
 JM0087'TELEPHONE POLE NO. 738, 21 FEET SOUTHWEST OF CENTERLINE OF STATE HWY.
 JM0087'145.  2 FEET NORTHEAST OF FENCE LINE.  TABLET SET IN PRECAST CONCRETE
 JM0087'POST.
 JM0087
 JM0087                          STATION RECOVERY (1953)
 JM0087
 JM0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 JM0087'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0002 ***********************************************************************
 HM0002  DESIGNATION -  G 148
 HM0002  PID         -  HM0002
 HM0002  STATE/COUNTY-  CO/SAN MIGUEL
 HM0002  USGS QUAD   -  LONE CONE (1976)
 HM0002
 HM0002                         *CURRENT SURVEY CONTROL
 HM0002  ___________________________________________________________________
 HM0002* NAD 83(1986)-  37 57 07.     (N)    108 17 13.     (W)     SCALED    
 HM0002* NAVD 88     -      2511.777  (meters)    8240.72   (feet)  ADJUSTED  
 HM0002  ___________________________________________________________________
 HM0002  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 HM0002  DYNAMIC HT  -        2508.455 (meters)    8229.82  (feet)  COMP
 HM0002  MODELED GRAV-     979,216.3   (mgal)                       NAVD 88
 HM0002
 HM0002  VERT ORDER  -  SECOND    CLASS 0
 HM0002
 HM0002.The horizontal coordinates were scaled from a topographic map and have
 HM0002.an estimated accuracy of +/- 6 seconds.
 HM0002
 HM0002.The orthometric height was determined by differential leveling
 HM0002.and adjusted by the National Geodetic Survey in June 1991..
 HM0002
 HM0002.The geoid height was determined by GEOID03.
 HM0002
 HM0002.The dynamic height is computed by dividing the NAVD 88
 HM0002.geopotential number by the normal gravity value computed on the
 HM0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0002.degrees latitude (g = 980.6199 gals.).
 HM0002
 HM0002.The modeled gravity was interpolated from observed gravity values.
 HM0002
 HM0002;                    North         East    Units  Estimated Accuracy
 HM0002;SPC CO S     -   451,100.      669,510.      MT  (+/- 180 meters Scaled)
 HM0002
 HM0002                          SUPERSEDED SURVEY CONTROL
 HM0002
 HM0002  NGVD 29 (??/??/92) 2510.311  (m)         8235.91   (f) ADJ UNCH    2 0
 HM0002
 HM0002.Superseded values are not recommended for survey control.
 HM0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0002.See file dsdata.txt to determine how the superseded data were derived.
 HM0002
 HM0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH383039(NAD 83)
 HM0002_MARKER: DB = BENCH MARK DISK
 HM0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0002_STAMPING: G-148 1934
 HM0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0002+STABILITY: SURFACE MOTION
 HM0002
 HM0002  HISTORY     - Date     Condition        Report By
 HM0002  HISTORY     - 1934     MONUMENTED       CGS
 HM0002  HISTORY     - 1964     POOR             NGS
 HM0002
 HM0002                          STATION DESCRIPTION
 HM0002
 HM0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0002'15.5 MI S FROM NORWOOD.
 HM0002'15.5 MILES SOUTH OF, ALONG STATE HWY. 147, FROM NORWOOD PUBLIC SCHOOL.
 HM0002'ABOUT 1.8 MILES SOUTH OF BRUSTER CREEK SAWMILL.  0.3 MILE SOUTHWEST
 HM0002'OF CORRAL.  330 FEET SOUTHWEST OF ABANDONED ONE ROOM LOG CABIN. 150
 HM0002'FEET SOUTHWEST OF INTERSECTION OF CENTERLINES OF STATE HWY. 147 AND
 HM0002'DIRT ROAD, LEADING WEST FROM HIGHWAY.  42 FEET NORTHWEST OF CENTERLINE
 HM0002'OF STATE HWY. 147.  TABLET SET IN PRECAST CONCRETE POST.
 HM0002
 HM0002                          STATION RECOVERY (1964)
 HM0002
 HM0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HM0002'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0301 ***********************************************************************
 HL0301  DESIGNATION -  G 149
 HL0301  PID         -  HL0301
 HL0301  STATE/COUNTY-  CO/SAN MIGUEL
 HL0301  USGS QUAD   -  MOUNT WILSON (1953)
 HL0301
 HL0301                         *CURRENT SURVEY CONTROL
 HL0301  ___________________________________________________________________
 HL0301* NAD 83(1986)-  37 49 43.     (N)    107 53 09.     (W)     SCALED    
 HL0301* NAVD 88     -      2962.555  (meters)    9719.65   (feet)  ADJUSTED  
 HL0301  ___________________________________________________________________
 HL0301  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 HL0301  DYNAMIC HT  -        2958.309 (meters)    9705.72  (feet)  COMP
 HL0301  MODELED GRAV-     979,088.8   (mgal)                       NAVD 88
 HL0301
 HL0301  VERT ORDER  -  SECOND    CLASS 0
 HL0301
 HL0301.The horizontal coordinates were scaled from a topographic map and have
 HL0301.an estimated accuracy of +/- 6 seconds.
 HL0301
 HL0301.The orthometric height was determined by differential leveling
 HL0301.and adjusted by the National Geodetic Survey in June 1991..
 HL0301
 HL0301.The geoid height was determined by GEOID03.
 HL0301
 HL0301.The dynamic height is computed by dividing the NAVD 88
 HL0301.geopotential number by the normal gravity value computed on the
 HL0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0301.degrees latitude (g = 980.6199 gals.).
 HL0301
 HL0301.The modeled gravity was interpolated from observed gravity values.
 HL0301
 HL0301;                    North         East    Units  Estimated Accuracy
 HL0301;SPC CO S     -   436,440.      704,400.      MT  (+/- 180 meters Scaled)
 HL0301
 HL0301                          SUPERSEDED SURVEY CONTROL
 HL0301
 HL0301  NGVD 29 (??/??/92) 2960.844  (m)         9714.04   (f) ADJ UNCH    2 0
 HL0301
 HL0301.Superseded values are not recommended for survey control.
 HL0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0301.See file dsdata.txt to determine how the superseded data were derived.
 HL0301
 HL0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB460907(NAD 83)
 HL0301_MARKER: DB = BENCH MARK DISK
 HL0301_SETTING: 80 = SET IN A BOULDER
 HL0301_SP_SET: BOULDER
 HL0301_STAMPING: G 149 1934
 HL0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0301+STABILITY: SURFACE MOTION
 HL0301
 HL0301  HISTORY     - Date     Condition        Report By
 HL0301  HISTORY     - 1934     MONUMENTED       CGS
 HL0301  HISTORY     - 1952     GOOD             NGS
 HL0301
 HL0301                          STATION DESCRIPTION
 HL0301
 HL0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HL0301'3.9 MI SW FROM OPHIR.
 HL0301'3.9 MILES SOUTHWEST ALONG THE RIO GRANDE SOUTHERN ABANDONED
 HL0301'RIGHT-OF-WAY FROM THE OLD STATION AT OPHIR, SAN MIGUEL COUNTY, 600
 HL0301'FEET EAST OF THE OUTLET TO TROUT LAKE, 330 FEET EAST OF A DIRT ROAD
 HL0301'CROSSING, 54 FEET NORTHWEST OF A POWER TRANSMISSION POLE, 12 FEET
 HL0301'NORTH OF THE ABANDONED RIGHT-OF-WAY, 88 FEET SOUTH OF THE CENTERLINE
 HL0301'OF A SECOND CLASS ROAD, AND IN THE TOP OF THE EAST SIDE OF A LARGE
 HL0301'DOME SHAPED BOULDER.  A STANDARD DISK, STAMPED G 149 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0010 ***********************************************************************
 LK0010  DESIGNATION -  G 15
 LK0010  PID         -  LK0010
 LK0010  STATE/COUNTY-  CO/PHILLIPS
 LK0010  USGS QUAD   -  HOLYOKE NE (1962)
 LK0010
 LK0010                         *CURRENT SURVEY CONTROL
 LK0010  ___________________________________________________________________
 LK0010* NAD 83(1992)-  40 44 56.22946(N)    102 17 12.22756(W)     ADJUSTED  
 LK0010* NAVD 88     -      1150.151  (meters)    3773.45   (feet)  ADJUSTED  
 LK0010  ___________________________________________________________________
 LK0010  X           -  -1,029,906.020 (meters)                     COMP
 LK0010  Y           -  -4,728,837.255 (meters)                     COMP
 LK0010  Z           -   4,142,079.775 (meters)                     COMP
 LK0010  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 LK0010  ELLIP HEIGHT-        1129.48  (meters)          (09/24/01) GPS OBS
 LK0010  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 LK0010  DYNAMIC HT  -        1149.359 (meters)    3770.86  (feet)  COMP
 LK0010  MODELED GRAV-     979,896.2   (mgal)                       NAVD 88
 LK0010
 LK0010  HORZ ORDER  -  B
 LK0010  VERT ORDER  -  FIRST     CLASS II
 LK0010  ELLP ORDER  -  FOURTH    CLASS I
 LK0010
 LK0010.The horizontal coordinates were established by GPS observations
 LK0010.and adjusted by the National Geodetic Survey in June 1996..
 LK0010
 LK0010.The orthometric height was determined by differential leveling
 LK0010.and adjusted by the National Geodetic Survey in June 1991..
 LK0010
 LK0010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0010
 LK0010.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0010
 LK0010.The ellipsoidal height was determined by GPS observations
 LK0010.and is referenced to NAD 83.
 LK0010
 LK0010.The geoid height was determined by GEOID03.
 LK0010
 LK0010.The dynamic height is computed by dividing the NAVD 88
 LK0010.geopotential number by the normal gravity value computed on the
 LK0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0010.degrees latitude (g = 980.6199 gals.).
 LK0010
 LK0010.The modeled gravity was interpolated from observed gravity values.
 LK0010
 LK0010;                    North         East     Units Scale Factor Converg.
 LK0010;SPC CO N     -   466,898.977 1,185,713.231   MT  0.99999460   +2 04 34.3
 LK0010;SPC CO N     - 1,531,817.73  3,890,127.49   sFT  0.99999460   +2 04 34.3
 LK0010;UTM  13      - 4,514,430.814   729,066.613   MT  1.00024589   +1 46 18.6
 LK0010
 LK0010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0010!SPC CO N     -   0.99982286  x   0.99999460  =   0.99981746
 LK0010!UTM  13      -   0.99982286  x   1.00024589  =   1.00006870
 LK0010
 LK0010                          SUPERSEDED SURVEY CONTROL
 LK0010
 LK0010  ELLIP H (06/25/96) 1129.52   (m)                       GP(       ) 1 1
 LK0010  NAVD 88 (06/25/96) 1150.15   (m)         3773.5    (f) LEVELING    3  
 LK0010  NGVD 29 (??/??/92) 1149.692  (m)         3771.95   (f) ADJ UNCH    1 2
 LK0010
 LK0010.Superseded values are not recommended for survey control.
 LK0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0010.See file dsdata.txt to determine how the superseded data were derived.
 LK0010
 LK0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2906714431(NAD 83)
 LK0010_MARKER: DB = BENCH MARK DISK
 LK0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0010_STAMPING: G 15 1926 3771.948
 LK0010_MARK LOGO: CGS   
 LK0010_PROJECTION: PROJECTING 20 CENTIMETERS
 LK0010_MAGNETIC: N = NO MAGNETIC MATERIAL
 LK0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0010+STABILITY: SURFACE MOTION
 LK0010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0010+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2004
 LK0010
 LK0010  HISTORY     - Date     Condition        Report By
 LK0010  HISTORY     - 1926     MONUMENTED       CGS
 LK0010  HISTORY     - 1941     GOOD             NGS
 LK0010  HISTORY     - 19951003 GOOD             CODOT
 LK0010  HISTORY     - 19990222 GOOD             NGS
 LK0010  HISTORY     - 20040420 GOOD             MSAM
 LK0010
 LK0010                          STATION DESCRIPTION
 LK0010
 LK0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LK0010'12 MI N FROM HOLYOKE.
 LK0010'ABOUT 12 MILES NORTH ALONG STATE HIGHWAY 51 FROM HOLYOKE, AT THE
 LK0010'PHILLIPS-SEDGWICK COUNTY LINE, 47.6 FEET EAST OF THE HIGHWAY, 28.8
 LK0010'FEET SOUTH OF AN EAST-AND-WEST FENCE, AND 2.3 FEET WEST OF A NORTH
 LK0010'-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED 3771.948 G 15 1926 AND
 LK0010'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 LK0010'GROUND.
 LK0010
 LK0010                          STATION RECOVERY (1995)
 LK0010
 LK0010'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (JS)
 LK0010'THE STATION IS LOCATED ABOUT 16.5 MI (26.6 KM) SOUTH OF JULESBURG,
 LK0010'11.0 MI (17.7 KM) NORTH OF HOLYOKE AND AT THE PHILLIPS-SEDGWICK COUNTY
 LK0010'LINE, AT THE NORTHWEST 1/4 OF SECTION 20, T 9 N, R 44 W, AT U.S.
 LK0010'HIGHWAY 385 MILEPOST 290.85.  OWNERSHIP--COLORADO DEPT. OF
 LK0010'TRANSPORTATION RIGHT-OF-WAY.  TO REACH THE STATION FROM THE JUNCTION
 LK0010'OF U.S. HIGHWAY 385 AND INTERSTATE 76 SOUTH OF JULESBURG, GO SOUTH ON
 LK0010'U.S. HIGHWAY 385 FOR 18.65 MI (30.01 KM) TO THE STATION ON THE LEFT AT
 LK0010'THE COUNTY LINE.  THE STATION IS A DISK IN THE TOP OF A SQUARE
 LK0010'CONCRETE POST PROJECTING 20 CM ABOVE THE GROUND.  IT IS 17.0 M (55.8
 LK0010'FT) SOUTH OF THE EXTENDED CENTER OF THE SEDGWICK COUNTY ROAD 2 AND
 LK0010'PHILLIPS COUNTY ROAD 44, 14.45 M (47.41 FT) EAST OF THE CENTER LINE OF
 LK0010'U.S. HIGHWAY 385, 5.0 M (16.4 FT) EAST-SOUTHEAST OF THE SEDGWICK
 LK0010'COUNTY SIGN, 0.75 M (2.46 FT) SOUTHWEST OF A WITNESS POST, 0.35 M
 LK0010'(1.15 FT) SOUTH OF AN ANGLE IRON, 0.25 M (0.82 FT) NORTH-NORTHEAST OF
 LK0010'A WITNESS POST AND ABOUT 30 CM ABOVE THE HIGHWAY.
 LK0010
 LK0010                          STATION RECOVERY (1999)
 LK0010
 LK0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 LK0010'RECOVERED AS DESCRIBED.
 LK0010
 LK0010                          STATION RECOVERY (2004)
 LK0010
 LK0010'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 LK0010'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC.  2004 (DJK)
 LK0010' 
 LK0010'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0025 ***********************************************************************
 HM0025  DESIGNATION -  G 150
 HM0025  PID         -  HM0025
 HM0025  STATE/COUNTY-  CO/MONTEZUMA
 HM0025  USGS QUAD   -  BOGGY DRAW (1993)
 HM0025
 HM0025                         *CURRENT SURVEY CONTROL
 HM0025  ___________________________________________________________________
 HM0025* NAD 83(1986)-  37 31 27.     (N)    108 23 05.     (W)     SCALED    
 HM0025* NAVD 88     -      2194.628  (meters)    7200.21   (feet)  ADJUSTED  
 HM0025  ___________________________________________________________________
 HM0025  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 HM0025  DYNAMIC HT  -        2191.784 (meters)    7190.88  (feet)  COMP
 HM0025  MODELED GRAV-     979,256.1   (mgal)                       NAVD 88
 HM0025
 HM0025  VERT ORDER  -  SECOND    CLASS 0
 HM0025
 HM0025.The horizontal coordinates were scaled from a topographic map and have
 HM0025.an estimated accuracy of +/- 6 seconds.
 HM0025
 HM0025.The orthometric height was determined by differential leveling
 HM0025.and adjusted by the National Geodetic Survey in June 1991..
 HM0025
 HM0025.The geoid height was determined by GEOID03.
 HM0025
 HM0025.The dynamic height is computed by dividing the NAVD 88
 HM0025.geopotential number by the normal gravity value computed on the
 HM0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0025.degrees latitude (g = 980.6199 gals.).
 HM0025
 HM0025.The modeled gravity was interpolated from observed gravity values.
 HM0025
 HM0025;                    North         East    Units  Estimated Accuracy
 HM0025;SPC CO S     -   403,910.      659,450.      MT  (+/- 180 meters Scaled)
 HM0025
 HM0025                          SUPERSEDED SURVEY CONTROL
 HM0025
 HM0025  NGVD 29 (??/??/92) 2193.355  (m)         7196.03   (f) ADJ UNCH    2 0
 HM0025
 HM0025.Superseded values are not recommended for survey control.
 HM0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0025.See file dsdata.txt to determine how the superseded data were derived.
 HM0025
 HM0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG311562(NAD 83)
 HM0025_MARKER: DB = BENCH MARK DISK
 HM0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0025_STAMPING: G 150 1934
 HM0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0025+STABILITY: SURFACE MOTION
 HM0025
 HM0025  HISTORY     - Date     Condition        Report By
 HM0025  HISTORY     - 1934     MONUMENTED       CGS
 HM0025  HISTORY     - 1954     GOOD             NGS
 HM0025  HISTORY     - 1965     MARK NOT FOUND   NGS
 HM0025
 HM0025                          STATION DESCRIPTION
 HM0025
 HM0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HM0025'8.3 MI NE FROM DOLORES.
 HM0025'8.3 MILES NORTHEAST ALONG THE ABANDONED RIO GRANDE SOUTHERN RAILROAD
 HM0025'FROM THE FORMER STATION AT DOLORES, MONTEZUMA COUNTY, ON THE BANK OF
 HM0025'DOLORES RIVER, 15 FEET EAST OF THE CENTER-LINE OF THE OLD ROADBED, 40
 HM0025'FEET EAST OF A POLE, 40 FEET SOUTH OF THE NORTH END OF THE
 HM0025'RIGHT-OF-WAY FENCE, AND 9 FEET WEST OF THE FENCE.  A STANDARD DISK,
 HM0025'STAMPED G 150 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HM0025
 HM0025                          STATION RECOVERY (1965)
 HM0025
 HM0025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HM0025'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0111 ***********************************************************************
 LN0111  DESIGNATION -  G 151
 LN0111  PID         -  LN0111
 LN0111  STATE/COUNTY-  CO/RIO BLANCO
 LN0111  USGS QUAD   -  CACTUS RESERVOIR (1962)
 LN0111
 LN0111                         *CURRENT SURVEY CONTROL
 LN0111  ___________________________________________________________________
 LN0111* NAD 83(1986)-  40 07 59.     (N)    108 42 21.     (W)     SCALED    
 LN0111* NAVD 88     -      1643.603  (meters)    5392.39   (feet)  ADJUSTED  
 LN0111  ___________________________________________________________________
 LN0111  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 LN0111  DYNAMIC HT  -        1642.084 (meters)    5387.40  (feet)  COMP
 LN0111  MODELED GRAV-     979,644.2   (mgal)                       NAVD 88
 LN0111
 LN0111  VERT ORDER  -  SECOND    CLASS 0
 LN0111
 LN0111.The horizontal coordinates were scaled from a topographic map and have
 LN0111.an estimated accuracy of +/- 6 seconds.
 LN0111
 LN0111.The orthometric height was determined by differential leveling
 LN0111.and adjusted by the National Geodetic Survey in June 1991..
 LN0111
 LN0111.The geoid height was determined by GEOID03.
 LN0111
 LN0111.The dynamic height is computed by dividing the NAVD 88
 LN0111.geopotential number by the normal gravity value computed on the
 LN0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0111.degrees latitude (g = 980.6199 gals.).
 LN0111
 LN0111.The modeled gravity was interpolated from observed gravity values.
 LN0111
 LN0111;                    North         East    Units  Estimated Accuracy
 LN0111;SPC CO N     -   398,530.      641,250.      MT  (+/- 180 meters Scaled)
 LN0111
 LN0111                          SUPERSEDED SURVEY CONTROL
 LN0111
 LN0111  NGVD 29 (??/??/92) 1642.404  (m)         5388.45   (f) ADJ UNCH    2 0
 LN0111
 LN0111.Superseded values are not recommended for survey control.
 LN0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0111.See file dsdata.txt to determine how the superseded data were derived.
 LN0111
 LN0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK954450(NAD 83)
 LN0111_MARKER: DB = BENCH MARK DISK
 LN0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0111_STAMPING: G-151 1934
 LN0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0111+STABILITY: SURFACE MOTION
 LN0111
 LN0111  HISTORY     - Date     Condition        Report By
 LN0111  HISTORY     - 1934     MONUMENTED       CGS
 LN0111  HISTORY     - 1962     MARK NOT FOUND   USGS
 LN0111
 LN0111                          STATION DESCRIPTION
 LN0111
 LN0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0111'7.5 MI NE FROM RANGELY.
 LN0111'7.5 MILES NORTHEAST OF RANGELY SCHOOL, ALONG STATE HWY. 64.  OPPOSITE
 LN0111'SIDE ROAD TO C.M. GRIMSLEY RANCH.  30 FEET NORTHEAST OF CENTERLINE OF
 LN0111'STATE HWY. 64.  15 FEET SOUTHEAST OF POINT WHERE HIGHWAY ENTERS
 LN0111'SOUTHEAST END OF SMALL CUT.  10 FEET SOUTHWEST OF CENTERLINE OF OLD
 LN0111'ROAD LEADING NORTH OVER ROCKY HILL.  TABLET SET IN PRECAST CONCRETE
 LN0111'POST.
 LN0111
 LN0111                          STATION RECOVERY (1962)
 LN0111
 LN0111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LN0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0056 ***********************************************************************
 KM0056  DESIGNATION -  G 153
 KM0056  PID         -  KM0056
 KM0056  STATE/COUNTY-  CO/MESA
 KM0056  USGS QUAD   -  HIGHLINE LAKE (1968)
 KM0056
 KM0056                         *CURRENT SURVEY CONTROL
 KM0056  ___________________________________________________________________
 KM0056* NAD 83(1986)-  39 16 45.     (N)    108 48 52.     (W)     SCALED    
 KM0056* NAVD 88     -      1486.875  (meters)    4878.19   (feet)  ADJUSTED  
 KM0056  ___________________________________________________________________
 KM0056  GEOID HEIGHT-         -17.24  (meters)                     GEOID03
 KM0056  DYNAMIC HT  -        1485.448 (meters)    4873.51  (feet)  COMP
 KM0056  MODELED GRAV-     979,616.1   (mgal)                       NAVD 88
 KM0056
 KM0056  VERT ORDER  -  FIRST     CLASS II
 KM0056
 KM0056.The horizontal coordinates were scaled from a topographic map and have
 KM0056.an estimated accuracy of +/- 6 seconds.
 KM0056
 KM0056.The orthometric height was determined by differential leveling
 KM0056.and adjusted by the National Geodetic Survey in June 1991..
 KM0056
 KM0056.The geoid height was determined by GEOID03.
 KM0056
 KM0056.The dynamic height is computed by dividing the NAVD 88
 KM0056.geopotential number by the normal gravity value computed on the
 KM0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0056.degrees latitude (g = 980.6199 gals.).
 KM0056
 KM0056.The modeled gravity was interpolated from observed gravity values.
 KM0056
 KM0056;                    North         East    Units  Estimated Accuracy
 KM0056;SPC CO C     -   470,520.      628,500.      MT  (+/- 180 meters Scaled)
 KM0056
 KM0056                          SUPERSEDED SURVEY CONTROL
 KM0056
 KM0056  NGVD 29 (??/??/92) 1485.793  (m)         4874.64   (f) ADJ UNCH    1 2
 KM0056
 KM0056.Superseded values are not recommended for survey control.
 KM0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0056.See file dsdata.txt to determine how the superseded data were derived.
 KM0056
 KM0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ885500(NAD 83)
 KM0056_MARKER: DB = BENCH MARK DISK
 KM0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KM0056_STAMPING: G 153 1934
 KM0056_MARK LOGO: CGS   
 KM0056_PROJECTION: PROJECTING 15 CENTIMETERS
 KM0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0056+STABILITY: SURFACE MOTION
 KM0056_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KM0056+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2005
 KM0056
 KM0056  HISTORY     - Date     Condition        Report By
 KM0056  HISTORY     - 1934     MONUMENTED       CGS
 KM0056  HISTORY     - 1961     GOOD             USGS
 KM0056  HISTORY     - 1984     GOOD             NGS
 KM0056  HISTORY     - 20050604 GOOD             GEOCAC
 KM0056
 KM0056                          STATION DESCRIPTION
 KM0056
 KM0056'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 KM0056'5.3 MI N FROM LOMA.
 KM0056'LOMA SCHOOL, 5.3 MILES NORTH OF ALONG LOMA TO RANGELY PAVED ROAD.
 KM0056'THENCE RIGHT 0.3 MILES ALONG OLD ROAD.  ABOUT 0.1 MILES SOUTH OF A
 KM0056'CROSS ROAD AT SUMMIT OF HILL.  60 FEET EAST OF CENTER OF GRAVEL ROAD.
 KM0056'A STANDARD DISK STAMPED G 153 1934 AND SET IN THE TOP OF A CONCRETE
 KM0056'POST PROJECTING 6 IN. ABOVE GROUND.
 KM0056
 KM0056                          STATION RECOVERY (1984)
 KM0056
 KM0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KM0056'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  9.1 KM (5.65
 KM0056'MI) NORTHERLY ALONG STATE HIGHWAY 139 FROM THE POST OFFICE IN LOMA,
 KM0056'0.2 KM (0.1 MI) SOUTH OF THE INTERSECTION OF A GRAVELED CROSS ROAD,
 KM0056'102.9 M (337.6 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 4.9 M
 KM0056'(16.1 FT) EAST OF A FENCE.
 KM0056'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 KM0056'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 KM0056
 KM0056                          STATION RECOVERY (2005)
 KM0056
 KM0056'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0056'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0078 ***********************************************************************
 LN0078  DESIGNATION -  G 154
 LN0078  PID         -  LN0078
 LN0078  STATE/COUNTY-  CO/RIO BLANCO
 LN0078  USGS QUAD   -  ROUGH GULCH (1972)
 LN0078
 LN0078                         *CURRENT SURVEY CONTROL
 LN0078  ___________________________________________________________________
 LN0078* NAD 83(1986)-  40 12 00.     (N)    108 29 02.     (W)     SCALED    
 LN0078* NAVD 88     -      1664.931  (meters)    5462.36   (feet)  ADJUSTED  
 LN0078  ___________________________________________________________________
 LN0078  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 LN0078  DYNAMIC HT  -        1663.358 (meters)    5457.20  (feet)  COMP
 LN0078  MODELED GRAV-     979,622.3   (mgal)                       NAVD 88
 LN0078
 LN0078  VERT ORDER  -  SECOND    CLASS 0
 LN0078
 LN0078.The horizontal coordinates were scaled from a topographic map and have
 LN0078.an estimated accuracy of +/- 6 seconds.
 LN0078
 LN0078.The orthometric height was determined by differential leveling
 LN0078.and adjusted by the National Geodetic Survey in June 1991..
 LN0078
 LN0078.The geoid height was determined by GEOID03.
 LN0078
 LN0078.The dynamic height is computed by dividing the NAVD 88
 LN0078.geopotential number by the normal gravity value computed on the
 LN0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0078.degrees latitude (g = 980.6199 gals.).
 LN0078
 LN0078.The modeled gravity was interpolated from observed gravity values.
 LN0078
 LN0078;                    North         East    Units  Estimated Accuracy
 LN0078;SPC CO N     -   405,300.      660,400.      MT  (+/- 180 meters Scaled)
 LN0078
 LN0078                          SUPERSEDED SURVEY CONTROL
 LN0078
 LN0078  NGVD 29 (??/??/92) 1663.683  (m)         5458.27   (f) ADJ UNCH    2 0
 LN0078
 LN0078.Superseded values are not recommended for survey control.
 LN0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0078.See file dsdata.txt to determine how the superseded data were derived.
 LN0078
 LN0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK141529(NAD 83)
 LN0078_MARKER: DB = BENCH MARK DISK
 LN0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0078_STAMPING: G-154 1934
 LN0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0078+STABILITY: SURFACE MOTION
 LN0078
 LN0078  HISTORY     - Date     Condition        Report By
 LN0078  HISTORY     - 1934     MONUMENTED       CGS
 LN0078
 LN0078                          STATION DESCRIPTION
 LN0078
 LN0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0078'1.7 MI N FROM ANGORA JCT.
 LN0078'1.7 MILES NORTH OF ANGORA JCT. B.M. ALONG WOLF CREEK RD ON POINT OF
 LN0078'BENCH WHERE ROAD TO ROBINSON RANCH MAKES SHARP TURN.  0.4 MILE
 LN0078'NORTHEAST OF H.G. DEAVER RANCH HOUSE.  37 FEET SOUTHEAST OF WOLF CREEK
 LN0078'RD.  8 FEET ABOVE LEVEL OF ROAD.  5 FEET SOUTH OF EDGE OF BENCH.
 LN0078'TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0468 ***********************************************************************
 LM0468  DESIGNATION -  G 155
 LM0468  PID         -  LM0468
 LM0468  STATE/COUNTY-  CO/RIO GRANDE
 LM0468  USGS QUAD   -  RATTLESNAKE MESA (1966)
 LM0468
 LM0468                         *CURRENT SURVEY CONTROL
 LM0468  ___________________________________________________________________
 LM0468* NAD 83(1986)-  40 04 45.     (N)    107 51 22.     (W)     SCALED    
 LM0468* NAVD 88     -      2013.974  (meters)    6607.51   (feet)  ADJUSTED  
 LM0468  ___________________________________________________________________
 LM0468  GEOID HEIGHT-         -15.10  (meters)                     GEOID03
 LM0468  DYNAMIC HT  -        2011.935 (meters)    6600.82  (feet)  COMP
 LM0468  MODELED GRAV-     979,541.3   (mgal)                       NAVD 88
 LM0468
 LM0468  VERT ORDER  -  SECOND    CLASS 0
 LM0468
 LM0468.The horizontal coordinates were scaled from a topographic map and have
 LM0468.an estimated accuracy of +/- 6 seconds.
 LM0468
 LM0468.The orthometric height was determined by differential leveling
 LM0468.and adjusted by the National Geodetic Survey in June 1991..
 LM0468
 LM0468.The geoid height was determined by GEOID03.
 LM0468
 LM0468.The dynamic height is computed by dividing the NAVD 88
 LM0468.geopotential number by the normal gravity value computed on the
 LM0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0468.degrees latitude (g = 980.6199 gals.).
 LM0468
 LM0468.The modeled gravity was interpolated from observed gravity values.
 LM0468
 LM0468;                    North         East    Units  Estimated Accuracy
 LM0468;SPC CO S     -   686,190.      713,310.      MT  (+/- 180 meters Scaled)
 LM0468
 LM0468                          SUPERSEDED SURVEY CONTROL
 LM0468
 LM0468  NGVD 29 (??/??/92) 2012.666  (m)         6603.22   (f) ADJ UNCH    2 0
 LM0468
 LM0468.Superseded values are not recommended for survey control.
 LM0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0468.See file dsdata.txt to determine how the superseded data were derived.
 LM0468
 LM0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE564404(NAD 83)
 LM0468_MARKER: DB = BENCH MARK DISK
 LM0468_SETTING: 0 = UNSPECIFIED SETTING
 LM0468_STAMPING: G 155 1934
 LM0468_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0468
 LM0468  HISTORY     - Date     Condition        Report By
 LM0468  HISTORY     - 1934     MONUMENTED       CGS
 LM0468  HISTORY     - 1966     MARK NOT FOUND   NGS
 LM0468
 LM0468                          STATION DESCRIPTION
 LM0468
 LM0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 LM0468'5.0 MI NE FROM MEEKER.
 LM0468'5.0 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE HIGH SCHOOL AT
 LM0468'MEEKER, RIO BLANCO COUNTY, AT THE NORTH END OF A 3.7 MILES LONG
 LM0468'STRAIGHT STRETCH OF HIGHWAY, ABOUT 250 FEET SOUTH OF  CURVE, 47 FEET
 LM0468'EAST OF POLE 1610, 12 FEET NORTH OF A JOG IN THE FENCE, 47 FEET WEST
 LM0468'OF THE CENTER LINE OF THE HIGHWAY, 2 FEET EAST OF A FENCE, AND ABOUT 4
 LM0468'FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK STAMPED G 155 1934.
 LM0468'NOTE-- BELIEVED DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0496 ***********************************************************************
 KL0496  DESIGNATION -  G 156
 KL0496  PID         -  KL0496
 KL0496  STATE/COUNTY-  CO/PITKIN
 KL0496  USGS QUAD   -  MOUNT SOPRIS (1987)
 KL0496
 KL0496                         *CURRENT SURVEY CONTROL
 KL0496  ___________________________________________________________________
 KL0496* NAD 83(1986)-  39 20 29.     (N)    107 12 25.     (W)     SCALED    
 KL0496* NAVD 88     -      1941.016  (meters)    6368.15   (feet)  ADJUSTED  
 KL0496  ___________________________________________________________________
 KL0496  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 KL0496  DYNAMIC HT  -        1938.852 (meters)    6361.05  (feet)  COMP
 KL0496  MODELED GRAV-     979,444.6   (mgal)                       NAVD 88
 KL0496
 KL0496  VERT ORDER  -  SECOND    CLASS 0
 KL0496
 KL0496.The horizontal coordinates were scaled from a topographic map and have
 KL0496.an estimated accuracy of +/- 6 seconds.
 KL0496
 KL0496.The orthometric height was determined by differential leveling
 KL0496.and adjusted by the National Geodetic Survey in June 1991..
 KL0496
 KL0496.The geoid height was determined by GEOID03.
 KL0496
 KL0496.The dynamic height is computed by dividing the NAVD 88
 KL0496.geopotential number by the normal gravity value computed on the
 KL0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0496.degrees latitude (g = 980.6199 gals.).
 KL0496
 KL0496.The modeled gravity was interpolated from observed gravity values.
 KL0496
 KL0496;                    North         East    Units  Estimated Accuracy
 KL0496;SPC CO C     -   473,590.      767,270.      MT  (+/- 180 meters Scaled)
 KL0496
 KL0496                          SUPERSEDED SURVEY CONTROL
 KL0496
 KL0496  NGVD 29 (??/??/92) 1939.638  (m)         6363.63   (f) ADJ UNCH    2 0
 KL0496
 KL0496.Superseded values are not recommended for survey control.
 KL0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0496.See file dsdata.txt to determine how the superseded data were derived.
 KL0496
 KL0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD098569(NAD 83)
 KL0496_MARKER: DB = BENCH MARK DISK
 KL0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0496_STAMPING: G 156 1934
 KL0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0496+STABILITY: SURFACE MOTION
 KL0496
 KL0496  HISTORY     - Date     Condition        Report By
 KL0496  HISTORY     - 1934     MONUMENTED       CGS
 KL0496  HISTORY     - 1960     MARK NOT FOUND   USGS
 KL0496
 KL0496                          STATION DESCRIPTION
 KL0496
 KL0496'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 KL0496'4.6 MI S FROM CARBONDALE.
 KL0496'IN PITKIN COUNTY, 4.6 MILES SOUTH ALONG THE OLD ROADBED OF THE
 KL0496'ABANDONED CRYSTAL AND SAN JUAN RAILROAD FROM THE STATION AT
 KL0496'CARBONDALE, GARFIELD COUNTY, 150 FEET NORTHWEST OF THE SCALES, 120
 KL0496'FEET NORTHWEST OF THE NORTHWEST CONCRETE END OF A LARGE POTATO CELLAR,
 KL0496'24 FEET NORTHEAST OF THE CENTERLINE OF A ROAD, 90 FEET NORTHEAST OF
 KL0496'THE CENTERLINE OF THE OLD ROADBED, 7 FEET NORTHWEST OF A SOUTH FENCE
 KL0496'CORNER, AND 2 FEET SOUTHWEST OF THE FENCE.  A STANDARD DISK, STAMPED G
 KL0496'156 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- HEAVY
 KL0496'EXCAVATING IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0259 ***********************************************************************
 JL0259  DESIGNATION -  G 157
 JL0259  PID         -  JL0259
 JL0259  STATE/COUNTY-  CO/GUNNISON
 JL0259  USGS QUAD   -  PAONIA RESERVOIR (1964)
 JL0259
 JL0259                         *CURRENT SURVEY CONTROL
 JL0259  ___________________________________________________________________
 JL0259* NAD 83(1986)-  38 56 00.     (N)    107 19 53.     (W)     SCALED    
 JL0259* NAVD 88     -      1957.875  (meters)    6423.46   (feet)  ADJUSTED  
 JL0259  ___________________________________________________________________
 JL0259  GEOID HEIGHT-         -15.05  (meters)                     GEOID03
 JL0259  DYNAMIC HT  -        1955.606 (meters)    6416.02  (feet)  COMP
 JL0259  MODELED GRAV-     979,400.3   (mgal)                       NAVD 88
 JL0259
 JL0259  VERT ORDER  -  SECOND    CLASS 0
 JL0259
 JL0259.The horizontal coordinates were scaled from a topographic map and have
 JL0259.an estimated accuracy of +/- 6 seconds.
 JL0259
 JL0259.The orthometric height was determined by differential leveling
 JL0259.and adjusted by the National Geodetic Survey in June 1991..
 JL0259
 JL0259.The geoid height was determined by GEOID03.
 JL0259
 JL0259.The dynamic height is computed by dividing the NAVD 88
 JL0259.geopotential number by the normal gravity value computed on the
 JL0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0259.degrees latitude (g = 980.6199 gals.).
 JL0259
 JL0259.The modeled gravity was interpolated from observed gravity values.
 JL0259
 JL0259;                    North         East    Units  Estimated Accuracy
 JL0259;SPC CO C     -   428,510.      755,630.      MT  (+/- 180 meters Scaled)
 JL0259
 JL0259                          SUPERSEDED SURVEY CONTROL
 JL0259
 JL0259  NGVD 29 (??/??/92) 1956.383  (m)         6418.57   (f) ADJ UNCH    2 0
 JL0259
 JL0259.Superseded values are not recommended for survey control.
 JL0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0259.See file dsdata.txt to determine how the superseded data were derived.
 JL0259
 JL0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD979119(NAD 83)
 JL0259_MARKER: DB = BENCH MARK DISK
 JL0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0259_STAMPING: G 157 1934
 JL0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0259+STABILITY: SURFACE MOTION
 JL0259
 JL0259  HISTORY     - Date     Condition        Report By
 JL0259  HISTORY     - 1934     MONUMENTED       CGS
 JL0259  HISTORY     - 1964     GOOD             USGS
 JL0259
 JL0259                          STATION DESCRIPTION
 JL0259
 JL0259'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 JL0259'2.0 MI SE FROM BARDINE.
 JL0259'2.35 MILES SE ALONG STATE HIGHWAY 135 FROM ITS JUNCTION WITH STATE
 JL0259'HIGHWAY 133, 0.3 MILE WEST OF A SIDE RD. LEADING TO A TWO-STORY FRAME
 JL0259'HOUSE, AT THE EDGE OF NORTH FORK GUNNISON RIVER, 6 FT. NE OF A
 JL0259'TELEPHONE POLE, 42 FT SOUTH OF THE CENTERLINE OF THE HIGHWAY, AT A JOG
 JL0259'IN A FENCE, 3.8 FT NORTH OF A FENCE PARALLELING THE HIGHWAY, 3.2 FT E.
 JL0259'OF A FENCE BETWEEN A PASTURE AND A HAY FIELD, 1.8 FT. NORTH OF A
 JL0259'WOODEN WITNESS POST, AND ABOUT 7 FT LOWER THAN THE HIGHWAY.  A
 JL0259'STANDARD DISK SET IN A CONCRETE POST, PROJECTING 0.6 FOOT ABOVE THE
 JL0259'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0526 ***********************************************************************
 KL0526  DESIGNATION -  G 158
 KL0526  PID         -  KL0526
 KL0526  STATE/COUNTY-  CO/GARFIELD
 KL0526  USGS QUAD   -  BASALT (1987)
 KL0526
 KL0526                         *CURRENT SURVEY CONTROL
 KL0526  ___________________________________________________________________
 KL0526* NAD 83(1986)-  39 22 18.     (N)    107 05 04.     (W)     SCALED    
 KL0526* NAVD 88     -      1985.005  (meters)    6512.47   (feet)  ADJUSTED  
 KL0526  ___________________________________________________________________
 KL0526  GEOID HEIGHT-         -14.46  (meters)                     GEOID03
 KL0526  DYNAMIC HT  -        1982.764 (meters)    6505.12  (feet)  COMP
 KL0526  MODELED GRAV-     979,428.4   (mgal)                       NAVD 88
 KL0526
 KL0526  VERT ORDER  -  SECOND    CLASS 0
 KL0526
 KL0526.The horizontal coordinates were scaled from a topographic map and have
 KL0526.an estimated accuracy of +/- 6 seconds.
 KL0526
 KL0526.The orthometric height was determined by differential leveling
 KL0526.and adjusted by the National Geodetic Survey in June 1991..
 KL0526
 KL0526.The geoid height was determined by GEOID03.
 KL0526
 KL0526.The dynamic height is computed by dividing the NAVD 88
 KL0526.geopotential number by the normal gravity value computed on the
 KL0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0526.degrees latitude (g = 980.6199 gals.).
 KL0526
 KL0526.The modeled gravity was interpolated from observed gravity values.
 KL0526
 KL0526;                    North         East    Units  Estimated Accuracy
 KL0526;SPC CO C     -   476,760.      777,880.      MT  (+/- 180 meters Scaled)
 KL0526
 KL0526                          SUPERSEDED SURVEY CONTROL
 KL0526
 KL0526  NGVD 29 (??/??/92) 1983.585  (m)         6507.81   (f) ADJ UNCH    2 0
 KL0526
 KL0526.Superseded values are not recommended for survey control.
 KL0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0526.See file dsdata.txt to determine how the superseded data were derived.
 KL0526
 KL0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD204600(NAD 83)
 KL0526_MARKER: DB = BENCH MARK DISK
 KL0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0526_SP_SET: CONCRETE POST
 KL0526_STAMPING: G 158 1934
 KL0526_MARK LOGO: CGS   
 KL0526_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0526+STABILITY: SURFACE MOTION
 KL0526
 KL0526  HISTORY     - Date     Condition        Report By
 KL0526  HISTORY     - 1934     MONUMENTED       CGS
 KL0526  HISTORY     - 19910605 POOR             NGS
 KL0526
 KL0526                          STATION DESCRIPTION
 KL0526
 KL0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KL0526'7.6 MI SE FROM CARBONDALE.
 KL0526'IN EAGLE COUNTY, 7.6 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE
 KL0526'WESTERN RAILROAD FROM THE STATION AT CARBONDALE, GARFIELD COUNTY, 190
 KL0526'FEET SOUTHEAST OF THE CENTER OF A ROAD CROSSING, 45 FEET EAST OF THE
 KL0526'EAST END OF THE FRANK BERTHOD HOME, 30 FEET SOUTHWEST OF THE
 KL0526'CENTERLINE OF THE TRACK, 6 FEET NORTHWEST OF AN EAST FENCE CORNER, AND
 KL0526'3.5 FEET NORTHEAST OF THE FENCE.  A STANDARD DISK, STAMPED G 158 1934
 KL0526'AND SET IN THE TOP OF A CONCRETE POST.
 KL0526
 KL0526                          STATION RECOVERY (1991)
 KL0526
 KL0526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KL0526'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0284 ***********************************************************************
 KL0284  DESIGNATION -  G 159
 KL0284  PID         -  KL0284
 KL0284  STATE/COUNTY-  CO/PITKIN
 KL0284  USGS QUAD   -  INDEPENDENCE PASS (1994)
 KL0284
 KL0284                         *CURRENT SURVEY CONTROL
 KL0284  ___________________________________________________________________
 KL0284* NAD 83(1986)-  39 06 30.     (N)    106 36 44.     (W)     SCALED    
 KL0284* NAVD 88     -      3303.217  (meters)   10837.30   (feet)  ADJUSTED  
 KL0284  ___________________________________________________________________
 KL0284  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 KL0284  DYNAMIC HT  -        3298.621 (meters)   10822.23  (feet)  COMP
 KL0284  MODELED GRAV-     979,115.7   (mgal)                       NAVD 88
 KL0284
 KL0284  VERT ORDER  -  SECOND    CLASS 0
 KL0284
 KL0284.The horizontal coordinates were scaled from a topographic map and have
 KL0284.an estimated accuracy of +/- 6 seconds.
 KL0284
 KL0284.The orthometric height was determined by differential leveling
 KL0284.and adjusted by the National Geodetic Survey in June 1991..
 KL0284
 KL0284.The geoid height was determined by GEOID03.
 KL0284
 KL0284.The dynamic height is computed by dividing the NAVD 88
 KL0284.geopotential number by the normal gravity value computed on the
 KL0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0284.degrees latitude (g = 980.6199 gals.).
 KL0284
 KL0284.The modeled gravity was interpolated from observed gravity values.
 KL0284
 KL0284;                    North         East    Units  Estimated Accuracy
 KL0284;SPC CO C     -   446,920.      818,210.      MT  (+/- 180 meters Scaled)
 KL0284
 KL0284                          SUPERSEDED SURVEY CONTROL
 KL0284
 KL0284  NGVD 29 (??/??/92) 3301.299  (m)        10831.01   (f) ADJ UNCH    2 0
 KL0284
 KL0284.Superseded values are not recommended for survey control.
 KL0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0284.See file dsdata.txt to determine how the superseded data were derived.
 KL0284
 KL0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD606300(NAD 83)
 KL0284_MARKER: DB = BENCH MARK DISK
 KL0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0284_STAMPING: G 159 1934
 KL0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0284+STABILITY: SURFACE MOTION
 KL0284
 KL0284  HISTORY     - Date     Condition        Report By
 KL0284  HISTORY     - 1934     MONUMENTED       CGS
 KL0284  HISTORY     - 19950817 MARK NOT FOUND   USPSQD
 KL0284
 KL0284                          STATION DESCRIPTION
 KL0284
 KL0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KL0284'4.4 MI W FROM INDEPENDENCE PASS.
 KL0284'IN PITKIN COUNTY, 4.4 MILES WEST ALONG STATE HIGHWAY 82 FROM BENCH
 KL0284'MARK E 159 AT INDEPENDENCE PASS, LAKE COUNTY, AT THE DESERTED TOWN OF
 KL0284'INDEPENDENCE, PITKIN COUNTY, 138 FEET EAST OF A TWO-STORY FRAME
 KL0284'BUILDING AT THE NORTH EDGE OF THE HIGHWAY, 107 FEET NORTHWEST OF THE
 KL0284'NORTHWEST CORNER OF AN OLD STAMP MILL, 105 FEET WEST OF AN ORE CHUTE,
 KL0284'27.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 3.7 FEET SOUTH
 KL0284'OF POLE 1365.  A STANDARD DISK, STAMPED G 159 1934 AND SET IN THE TOP
 KL0284'OF A CONCRETE POST.
 KL0284
 KL0284                          STATION RECOVERY (1995)
 KL0284
 KL0284'RECOVERY NOTE BY US POWER SQUADRON 1995
 KL0284'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0247 ***********************************************************************
 JL0247  DESIGNATION -  G 160
 JL0247  PID         -  JL0247
 JL0247  STATE/COUNTY-  CO/GUNNISON
 JL0247  USGS QUAD   -  GUNNISON (1970)
 JL0247
 JL0247                         *CURRENT SURVEY CONTROL
 JL0247  ___________________________________________________________________
 JL0247* NAD 83(1986)-  38 36 54.     (N)    106 52 33.     (W)     SCALED    
 JL0247* NAVD 88     -      2405.393  (meters)    7891.69   (feet)  ADJUSTED  
 JL0247  ___________________________________________________________________
 JL0247  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 JL0247  DYNAMIC HT  -        2402.344 (meters)    7881.69  (feet)  COMP
 JL0247  MODELED GRAV-     979,274.8   (mgal)                       NAVD 88
 JL0247
 JL0247  VERT ORDER  -  SECOND    CLASS 0
 JL0247
 JL0247.The horizontal coordinates were scaled from a topographic map and have
 JL0247.an estimated accuracy of +/- 6 seconds.
 JL0247
 JL0247.The orthometric height was determined by differential leveling
 JL0247.and adjusted by the National Geodetic Survey in June 1991..
 JL0247
 JL0247.The geoid height was determined by GEOID03.
 JL0247
 JL0247.The dynamic height is computed by dividing the NAVD 88
 JL0247.geopotential number by the normal gravity value computed on the
 JL0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0247.degrees latitude (g = 980.6199 gals.).
 JL0247
 JL0247.The modeled gravity was interpolated from observed gravity values.
 JL0247
 JL0247;                    North         East    Units  Estimated Accuracy
 JL0247;SPC CO C     -   392,480.      794,580.      MT  (+/- 180 meters Scaled)
 JL0247
 JL0247                          SUPERSEDED SURVEY CONTROL
 JL0247
 JL0247  NGVD 29 (??/??/92) 2403.734  (m)         7886.25   (f) ADJ UNCH    2 0
 JL0247
 JL0247.Superseded values are not recommended for survey control.
 JL0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0247.See file dsdata.txt to determine how the superseded data were derived.
 JL0247
 JL0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC366757(NAD 83)
 JL0247_MARKER: DB = BENCH MARK DISK
 JL0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0247_STAMPING: G 160 1934
 JL0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0247+STABILITY: SURFACE MOTION
 JL0247
 JL0247  HISTORY     - Date     Condition        Report By
 JL0247  HISTORY     - 1934     MONUMENTED       CGS
 JL0247  HISTORY     - 1938     GOOD             NGS
 JL0247
 JL0247                          STATION DESCRIPTION
 JL0247
 JL0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JL0247'4.0 MI SW FROM ALMONT.
 JL0247'ABOUT 4 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 JL0247'RAILROAD FROM THE STATION AT ALMONT, ABOUT 500 FEET SOUTH OF MILEPOST
 JL0247'D 295, 60 FEET WEST OF THE WEST WALL OF A TWO-STORY LOG RANCH HOUSE
 JL0247'WITH GREY TRIMMINGS, AT A ROAD CROSSING, 50 FEET EAST OF THE
 JL0247'CENTERLINE OF THE TRACK, AND 8.5 FEET NORTHWEST OF THE CENTER OF A
 JL0247'GATEWAY FOR A FOOT PATH LEADING TO THE RANCH HOUSE.  A STANDARD DISK,
 JL0247'STAMPED G 160 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0033 ***********************************************************************
 HL0033  DESIGNATION -  G 161 RESET
 HL0033  PID         -  HL0033
 HL0033  STATE/COUNTY-  CO/SAGUACHE
 HL0033  USGS QUAD   -  SWEDE CORNERS (1967)
 HL0033
 HL0033                         *CURRENT SURVEY CONTROL
 HL0033  ___________________________________________________________________
 HL0033* NAD 83(1986)-  37 53 35.     (N)    106 08 45.     (W)     SCALED    
 HL0033* NAVD 88     -      2319.09   (meters)    7608.5    (feet)  RESET     
 HL0033  ___________________________________________________________________
 HL0033  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 HL0033
 HL0033  VERT ORDER  -  THIRD
 HL0033
 HL0033.The horizontal coordinates were scaled from a topographic map and have
 HL0033.an estimated accuracy of +/- 6 seconds.
 HL0033
 HL0033.The orthometric height was computed from unverified reset data.
 HL0033.No vertical observational check was made to the station.
 HL0033
 HL0033.The geoid height was determined by GEOID03.
 HL0033
 HL0033;                    North         East    Units  Estimated Accuracy
 HL0033;SPC CO S     -   441,110.      857,600.      MT  (+/- 180 meters Scaled)
 HL0033
 HL0033                          SUPERSEDED SURVEY CONTROL
 HL0033
 HL0033  NGVD 29 (??/??/??) 2317.71   (m)         7604.0    (f) RESET       3  
 HL0033
 HL0033.Superseded values are not recommended for survey control.
 HL0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0033.See file dsdata.txt to determine how the superseded data were derived.
 HL0033
 HL0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB992945(NAD 83)
 HL0033_MARKER: DB = BENCH MARK DISK
 HL0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0033_STAMPING: G 161 RESET 1936
 HL0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0033+STABILITY: SURFACE MOTION
 HL0033
 HL0033  HISTORY     - Date     Condition        Report By
 HL0033  HISTORY     - 1936     MONUMENTED       CODH
 HL0033  HISTORY     - 1967     GOOD             NGS
 HL0033
 HL0033                          STATION DESCRIPTION
 HL0033
 HL0033'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1936
 HL0033'13.4 MI S FROM SAGUACHE.
 HL0033'ABOUT 13.4 MILES SOUTH ALONG U.S. HIGHWAY 285 FROM THE JUNCTION OF
 HL0033'STATE HIGHWAY 114 AT SAGUACHE, SAGUACHE COUNTY, AT VETERAN SCHOOL, AT
 HL0033'THE SOUTHEAST (SOUTHWEST) CORNER OF A ROAD INTERSECTION, 80 FEET SOUTH
 HL0033'OF THE CROSS ROAD, 52 FEET WEST (EAST) OF THE CENTER LINE OF THE
 HL0033'HIGHWAY, AND 2 FEET WEST AND 1 FOOT SOUTH OF A FENCE CORNER.  A
 HL0033'STANDARD DISK, STAMPED G 161 RESET 1936 AND SET IN THE TOP OF A
 HL0033'CONCRETE POST.
 HL0033
 HL0033                          STATION RECOVERY (1967)
 HL0033
 HL0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HL0033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0092 ***********************************************************************
 HL0092  DESIGNATION -  G 162
 HL0092  PID         -  HL0092
 HL0092  STATE/COUNTY-  CO/MINERAL
 HL0092  USGS QUAD   -  SADDLE MOUNTAIN (1984)
 HL0092
 HL0092                         *CURRENT SURVEY CONTROL
 HL0092  ___________________________________________________________________
 HL0092* NAD 83(1986)-  37 25 41.     (N)    106 53 26.     (W)     SCALED    
 HL0092* NAVD 88     -      2392.454  (meters)    7849.24   (feet)  ADJUSTED  
 HL0092  ___________________________________________________________________
 HL0092  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 HL0092  DYNAMIC HT  -        2389.156 (meters)    7838.42  (feet)  COMP
 HL0092  MODELED GRAV-     979,166.5   (mgal)                       NAVD 88
 HL0092
 HL0092  VERT ORDER  -  SECOND    CLASS 0
 HL0092
 HL0092.The horizontal coordinates were scaled from a topographic map and have
 HL0092.an estimated accuracy of +/- 6 seconds.
 HL0092
 HL0092.The orthometric height was determined by differential leveling
 HL0092.and adjusted by the National Geodetic Survey in June 1991..
 HL0092
 HL0092.The geoid height was determined by GEOID03.
 HL0092
 HL0092.The dynamic height is computed by dividing the NAVD 88
 HL0092.geopotential number by the normal gravity value computed on the
 HL0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0092.degrees latitude (g = 980.6199 gals.).
 HL0092
 HL0092.The modeled gravity was interpolated from observed gravity values.
 HL0092
 HL0092;                    North         East    Units  Estimated Accuracy
 HL0092;SPC CO S     -   390,220.      791,330.      MT  (+/- 180 meters Scaled)
 HL0092
 HL0092                          SUPERSEDED SURVEY CONTROL
 HL0092
 HL0092  NGVD 29 (??/??/92) 2390.926  (m)         7844.23   (f) ADJ UNCH    2 0
 HL0092
 HL0092.Superseded values are not recommended for survey control.
 HL0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0092.See file dsdata.txt to determine how the superseded data were derived.
 HL0092
 HL0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB327440(NAD 83)
 HL0092_MARKER: DB = BENCH MARK DISK
 HL0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0092_STAMPING: G 162 1934
 HL0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0092+STABILITY: SURFACE MOTION
 HL0092
 HL0092  HISTORY     - Date     Condition        Report By
 HL0092  HISTORY     - 1934     MONUMENTED       CGS
 HL0092  HISTORY     - 1962     MARK NOT FOUND   NGS
 HL0092
 HL0092                          STATION DESCRIPTION
 HL0092
 HL0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0092'15 MI NE FROM PAGOSA SPRINGS.
 HL0092'IN MINERAL COUNTY, ABOUT 15 MILES NORTHEAST ALONG U.S. HIGHWAY 160
 HL0092'FROM PAGOSA SPRINGS, ARCHULETA COUNTY, ABOUT 0.2 MILE SOUTH OF THE
 HL0092'OSCAR MCCOY RANCHHOUSE, ABOUT 138 FEET NORTHWEST OF TWO 24-INCH SPRUCE
 HL0092'TREES STANDING 3 FEET APART, 38.6 FEET WEST OF THE CENTER LINE OF THE
 HL0092'HIGHWAY, 5.2 FEET NORTHWEST OF THE NORTHWEST CORNER POST OF A PASTURE
 HL0092'FENCE, 3.4 FEET SOUTH OF AN EAST-AND-WEST FENCE, AND 2.5 FEET WEST OF
 HL0092'A FENCE PARALLELING THE HIGHWAY.  A STANDARD DISK, STAMPED G 162 1934
 HL0092'AND SET IN THE TOP OF A CONCRETE POST.
 HL0092
 HL0092                          STATION RECOVERY (1962)
 HL0092
 HL0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 HL0092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0005 ***********************************************************************
 HL0005  DESIGNATION -  G 163
 HL0005  PID         -  HL0005
 HL0005  STATE/COUNTY-  CO/RIO GRANDE
 HL0005  USGS QUAD   -  HOMELAKE (1966)
 HL0005
 HL0005                         *CURRENT SURVEY CONTROL
 HL0005  ___________________________________________________________________
 HL0005* NAD 83(1986)-  37 34 01.     (N)    106 06 45.     (W)     SCALED    
 HL0005* NAVD 88     -      2330.056  (meters)    7644.53   (feet)  POSTED    
 HL0005  ___________________________________________________________________
 HL0005  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 HL0005  DYNAMIC HT  -        2326.990 (meters)    7634.47  (feet)  COMP
 HL0005  MODELED GRAV-     979,229.2   (mgal)                       NAVD 88
 HL0005
 HL0005  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 HL0005
 HL0005.The horizontal coordinates were scaled from a topographic map and have
 HL0005.an estimated accuracy of +/- 6 seconds.
 HL0005
 HL0005.The orthometric height was determined by differential leveling
 HL0005.and adjusted by the National Geodetic Survey in 1992..
 HL0005.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 HL0005.rate of 4.1 thru 8.0 mm/km.
 HL0005
 HL0005.The geoid height was determined by GEOID03.
 HL0005
 HL0005.The dynamic height is computed by dividing the NAVD 88
 HL0005.geopotential number by the normal gravity value computed on the
 HL0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0005.degrees latitude (g = 980.6199 gals.).
 HL0005
 HL0005.The modeled gravity was interpolated from observed gravity values.
 HL0005
 HL0005;                    North         East    Units  Estimated Accuracy
 HL0005;SPC CO S     -   404,890.      860,290.      MT  (+/- 180 meters Scaled)
 HL0005
 HL0005                          SUPERSEDED SURVEY CONTROL
 HL0005
 HL0005  NGVD 29 (??/??/92) 2328.706  (m)         7640.10   (f) ADJ UNCH    2 0
 HL0005
 HL0005.Superseded values are not recommended for survey control.
 HL0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0005.See file dsdata.txt to determine how the superseded data were derived.
 HL0005
 HL0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB017583(NAD 83)
 HL0005_MARKER: DB = BENCH MARK DISK
 HL0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0005_STAMPING: G 163 1934
 HL0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0005+STABILITY: SURFACE MOTION
 HL0005
 HL0005  HISTORY     - Date     Condition        Report By
 HL0005  HISTORY     - 1934     MONUMENTED       CGS
 HL0005  HISTORY     - 1938     GOOD             NGS
 HL0005
 HL0005                          STATION DESCRIPTION
 HL0005
 HL0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HL0005'2.0 MI E FROM MONTE VISTA.
 HL0005'2.0 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 HL0005'MONTE VISTA, RIO GRANDE COUNTY, 198 FEET WEST OF MILEPOST 267, IN THE
 HL0005'EAST POINT OF A RAILROAD TRIANGLE, 150 FEET NORTHWEST OF AN IRRIGATION
 HL0005'WELL, 154 FEET WEST OF A WYE IN THE TRACK, 61 FEET WEST OF A POLE, 61
 HL0005'FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 160, 25 FEET NORTHEAST
 HL0005'OF THE CROSSING OF A ROAD LEADING SOUTH FROM THE HIGHWAY, 7 FEET EAST
 HL0005'OF A CROSSING SIGN, 25 FEET EAST OF THE CENTER LINE OF THE ROAD, 28
 HL0005'FEET SOUTH OF THE CENTER LINE OF A SPUR TRACK, AND 20 FEET NORTH OF
 HL0005'THE CENTER LINE OF THE MAIN TRACK.  A STANDARD DISK, STAMPED G 163
 HL0005'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0615 ***********************************************************************
 KK0615  DESIGNATION -  G 165
 KK0615  PID         -  KK0615
 KK0615  STATE/COUNTY-  CO/JEFFERSON
 KK0615  USGS QUAD   -  ELDORADO SPRINGS (1994)
 KK0615
 KK0615                         *CURRENT SURVEY CONTROL
 KK0615  ___________________________________________________________________
 KK0615* NAD 83(1986)-  39 54 34.     (N)    105 16 59.     (W)     SCALED    
 KK0615* NAVD 88     -      2108.115  (meters)    6916.37   (feet)  ADJUSTED  
 KK0615  ___________________________________________________________________
 KK0615  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 KK0615  DYNAMIC HT  -        2105.912 (meters)    6909.15  (feet)  COMP
 KK0615  MODELED GRAV-     979,505.8   (mgal)                       NAVD 88
 KK0615
 KK0615  VERT ORDER  -  SECOND    CLASS 0
 KK0615
 KK0615.The horizontal coordinates were scaled from a topographic map and have
 KK0615.an estimated accuracy of +/- 6 seconds.
 KK0615
 KK0615.The orthometric height was determined by differential leveling
 KK0615.and adjusted by the National Geodetic Survey in June 1991..
 KK0615
 KK0615.The geoid height was determined by GEOID03.
 KK0615
 KK0615.The dynamic height is computed by dividing the NAVD 88
 KK0615.geopotential number by the normal gravity value computed on the
 KK0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0615.degrees latitude (g = 980.6199 gals.).
 KK0615
 KK0615.The modeled gravity was interpolated from observed gravity values.
 KK0615
 KK0615;                    North         East    Units  Estimated Accuracy
 KK0615;SPC CO C     -   535,300.      932,950.      MT  (+/- 180 meters Scaled)
 KK0615
 KK0615                          SUPERSEDED SURVEY CONTROL
 KK0615
 KK0615  NGVD 29 (??/??/92) 2106.878  (m)         6912.32   (f) ADJ UNCH    2 0
 KK0615
 KK0615.Superseded values are not recommended for survey control.
 KK0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0615.See file dsdata.txt to determine how the superseded data were derived.
 KK0615
 KK0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE758177(NAD 83)
 KK0615_MARKER: DB = BENCH MARK DISK
 KK0615_SETTING: 66 = SET IN ROCK OUTCROP
 KK0615_SP_SET: DOMESHAPED ROCK
 KK0615_STAMPING: G 165 1934
 KK0615_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0615+STABILITY: POSITION/ELEVATION WELL
 KK0615
 KK0615  HISTORY     - Date     Condition        Report By
 KK0615  HISTORY     - 1934     MONUMENTED       CGS
 KK0615  HISTORY     - 1965     MARK NOT FOUND   NGS
 KK0615
 KK0615                          STATION DESCRIPTION
 KK0615
 KK0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0615'11 MI SE FROM PINE CLIFF.
 KK0615'IN JEFFERSON COUNTY, 11.0 MILES SOUTHEAST ALONG THE DENVER AND
 KK0615'SALT LAKE RAILWAY FROM THE STATION AT PINE CLIFF, BOULDER COUNTY,
 KK0615'0.2 MILE SOUTH OF MILEPOST 26, AT THE SOUTH END OF TUNNEL 3, AT
 KK0615'THE SOUTHWEST EDGE OF A COVE, IN LINE WITH A GULCH THROUGH ROCK
 KK0615'DOWN A HILL, 22.2 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 20
 KK0615'FEET WEST OF THE ROCK RIDGE CORNER OF THE NORTHWEST SIDE OF THE
 KK0615'TUNNEL, IN THE TOP OF A DOMESHAPED ROCK, AND LEVEL WITH THE TOP
 KK0615'OF THE RAIL.  A STANDARD DISK, STAMPED G 165 1934.
 KK0615
 KK0615                          STATION RECOVERY (1965)
 KK0615
 KK0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KK0615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0129 ***********************************************************************
 HM0129  DESIGNATION -  G 166
 HM0129  PID         -  HM0129
 HM0129  STATE/COUNTY-  CO/MONTEZUMA
 HM0129  USGS QUAD   -  PLEASANT VIEW (1994)
 HM0129
 HM0129                         *CURRENT SURVEY CONTROL
 HM0129  ___________________________________________________________________
 HM0129* NAD 83(1986)-  37 34 00.     (N)    108 45 55.     (W)     SCALED    
 HM0129* NAVD 88     -      2069.891  (meters)    6790.97   (feet)  ADJUSTED  
 HM0129  ___________________________________________________________________
 HM0129  GEOID HEIGHT-         -19.37  (meters)                     GEOID03
 HM0129  DYNAMIC HT  -        2067.300 (meters)    6782.47  (feet)  COMP
 HM0129  MODELED GRAV-     979,304.3   (mgal)                       NAVD 88
 HM0129
 HM0129  VERT ORDER  -  SECOND    CLASS 0
 HM0129
 HM0129.The horizontal coordinates were scaled from a topographic map and have
 HM0129.an estimated accuracy of +/- 6 seconds.
 HM0129
 HM0129.The orthometric height was determined by differential leveling
 HM0129.and adjusted by the National Geodetic Survey in June 1991..
 HM0129
 HM0129.The geoid height was determined by GEOID03.
 HM0129
 HM0129.The dynamic height is computed by dividing the NAVD 88
 HM0129.geopotential number by the normal gravity value computed on the
 HM0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0129.degrees latitude (g = 980.6199 gals.).
 HM0129
 HM0129.The modeled gravity was interpolated from observed gravity values.
 HM0129
 HM0129;                    North         East    Units  Estimated Accuracy
 HM0129;SPC CO S     -   409,730.      626,000.      MT  (+/- 180 meters Scaled)
 HM0129
 HM0129                          SUPERSEDED SURVEY CONTROL
 HM0129
 HM0129  NGVD 29 (??/??/92) 2068.697  (m)         6787.05   (f) ADJ UNCH    2 0
 HM0129
 HM0129.Superseded values are not recommended for survey control.
 HM0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0129.See file dsdata.txt to determine how the superseded data were derived.
 HM0129
 HM0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG973600(NAD 83)
 HM0129_MARKER: DB = BENCH MARK DISK
 HM0129_SETTING: 66 = SET IN ROCK OUTCROP
 HM0129_SP_SET: SANDSTONE LEDGE
 HM0129_STAMPING: G-166 1934
 HM0129_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0129+STABILITY: POSITION/ELEVATION WELL
 HM0129
 HM0129  HISTORY     - Date     Condition        Report By
 HM0129  HISTORY     - 1934     MONUMENTED       CGS
 HM0129
 HM0129                          STATION DESCRIPTION
 HM0129
 HM0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0129'IN ACKMEN.
 HM0129'IN THE TOWN OF, ALONG U.S. HWY. 160, AT ACKMEN PUBLIC SCHOOL.  ABOUT
 HM0129'300 FEET SOUTHWEST OF CENTERLINE OF U.S. HWY. 160.  ABOUT 300 FEET
 HM0129'SOUTHWEST OF WOODEN HIGHWAY BRIDGE OVER DRAW.  120 FEET NORTHEAST OF
 HM0129'NORTHEAST CORNER OF ACKMEN PUBLIC SCHOOL.  20.4 FEET NORTHWEST OF
 HM0129'SCHOOL PUMP.  9.6 FEET WEST OF TOP EDGE OF SANDSTONE LEDGE.  BRONZE
 HM0129'TABLET SET HORIZONTALLY IN TOP OF SANDSTONE LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0948 ***********************************************************************
 KK0948  DESIGNATION -  G 167
 KK0948  PID         -  KK0948
 KK0948  STATE/COUNTY-  CO/PARK
 KK0948  USGS QUAD   -  OBSERVATORY ROCK (1979)
 KK0948
 KK0948                         *CURRENT SURVEY CONTROL
 KK0948  ___________________________________________________________________
 KK0948* NAD 83(1986)-  39 15 04.     (N)    105 38 57.     (W)     SCALED    
 KK0948* NAVD 88     -      2785.061  (meters)    9137.32   (feet)  ADJUSTED  
 KK0948  ___________________________________________________________________
 KK0948  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 KK0948  DYNAMIC HT  -        2781.680 (meters)    9126.23  (feet)  COMP
 KK0948  MODELED GRAV-     979,311.2   (mgal)                       NAVD 88
 KK0948
 KK0948  VERT ORDER  -  SECOND    CLASS 0
 KK0948
 KK0948.The horizontal coordinates were scaled from a topographic map and have
 KK0948.an estimated accuracy of +/- 6 seconds.
 KK0948
 KK0948.The orthometric height was determined by differential leveling
 KK0948.and adjusted by the National Geodetic Survey in June 1991..
 KK0948
 KK0948.The geoid height was determined by GEOID03.
 KK0948
 KK0948.The dynamic height is computed by dividing the NAVD 88
 KK0948.geopotential number by the normal gravity value computed on the
 KK0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0948.degrees latitude (g = 980.6199 gals.).
 KK0948
 KK0948.The modeled gravity was interpolated from observed gravity values.
 KK0948
 KK0948;                    North         East    Units  Estimated Accuracy
 KK0948;SPC CO C     -   462,200.      901,530.      MT  (+/- 180 meters Scaled)
 KK0948
 KK0948                          SUPERSEDED SURVEY CONTROL
 KK0948
 KK0948  NGVD 29 (??/??/92) 2783.609  (m)         9132.56   (f) ADJ UNCH    2 0
 KK0948
 KK0948.Superseded values are not recommended for survey control.
 KK0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0948.See file dsdata.txt to determine how the superseded data were derived.
 KK0948
 KK0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD439448(NAD 83)
 KK0948_MARKER: DB = BENCH MARK DISK
 KK0948_SETTING: 80 = SET IN A BOULDER
 KK0948_STAMPING: G 167 1934
 KK0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0948+STABILITY: SURFACE MOTION
 KK0948
 KK0948  HISTORY     - Date     Condition        Report By
 KK0948  HISTORY     - 1934     MONUMENTED       CGS
 KK0948
 KK0948                          STATION DESCRIPTION
 KK0948
 KK0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0948'13.8 MI SE FROM JEFFERSON.
 KK0948'13.8 MILES SOUTHEAST ALONG STATE HIGHWAY 77 FROM THE GRAMMAR SCHOOL
 KK0948'AT JEFFERSON, PARK COUNTY, 100 FEET EAST OF THE TOP OF A RIDGE, 60
 KK0948'FEET SOUTH OF A LARGE OUTCROP OF GRANITE BOULDERS, 32 FEET NORTH
 KK0948'OF A POLE, 50 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND IN
 KK0948'THE SOUTH END OF A 6-BY 10-FOOT GRANITE BOULDER.  A STANDARD DISK,
 KK0948'STAMPED G 167 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0161 ***********************************************************************
 HL0161  DESIGNATION -  G 169
 HL0161  PID         -  HL0161
 HL0161  STATE/COUNTY-  CO/HINSDALE
 HL0161  USGS QUAD   -  LAKE SAN CRISTOBAL (1964)
 HL0161
 HL0161                         *CURRENT SURVEY CONTROL
 HL0161  ___________________________________________________________________
 HL0161* NAD 83(1986)-  37 59 10.     (N)    107 15 29.     (W)     SCALED    
 HL0161* NAVD 88     -      3087.377  (meters)   10129.17   (feet)  ADJUSTED  
 HL0161  ___________________________________________________________________
 HL0161  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 HL0161  DYNAMIC HT  -        3082.891 (meters)   10114.45  (feet)  COMP
 HL0161  MODELED GRAV-     979,064.2   (mgal)                       NAVD 88
 HL0161
 HL0161  VERT ORDER  -  SECOND    CLASS 0
 HL0161
 HL0161.The horizontal coordinates were scaled from a topographic map and have
 HL0161.an estimated accuracy of +/- 6 seconds.
 HL0161
 HL0161.The orthometric height was determined by differential leveling
 HL0161.and adjusted by the National Geodetic Survey in June 1991..
 HL0161
 HL0161.The geoid height was determined by GEOID03.
 HL0161
 HL0161.The dynamic height is computed by dividing the NAVD 88
 HL0161.geopotential number by the normal gravity value computed on the
 HL0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0161.degrees latitude (g = 980.6199 gals.).
 HL0161
 HL0161.The modeled gravity was interpolated from observed gravity values.
 HL0161
 HL0161;                    North         East    Units  Estimated Accuracy
 HL0161;SPC CO S     -   452,690.      759,980.      MT  (+/- 180 meters Scaled)
 HL0161
 HL0161                          SUPERSEDED SURVEY CONTROL
 HL0161
 HL0161  NGVD 29 (??/??/92) 3085.511  (m)        10123.05   (f) ADJ UNCH    2 0
 HL0161
 HL0161.Superseded values are not recommended for survey control.
 HL0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0161.See file dsdata.txt to determine how the superseded data were derived.
 HL0161
 HL0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC016066(NAD 83)
 HL0161_MARKER: DB = BENCH MARK DISK
 HL0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0161_SP_SET: CONCRETE POST
 HL0161_STAMPING: G 169 1934
 HL0161_MARK LOGO: CGS   
 HL0161_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HL0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0161+STABILITY: SURFACE MOTION
 HL0161
 HL0161  HISTORY     - Date     Condition        Report By
 HL0161  HISTORY     - 1934     MONUMENTED       CGS
 HL0161  HISTORY     - 19900824 POOR             USGS
 HL0161  HISTORY     - 19900824 POOR             USGS
 HL0161
 HL0161                          STATION DESCRIPTION
 HL0161
 HL0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0161'7.4 MI SE FROM LAKE CITY.
 HL0161'7.4 MILES SOUTHEAST ALONG STATE HIGHWAY 149 FROM THE DENVER AND RIO
 HL0161'GRANDE WESTERN RAILROAD (NOW ABANDONED) STATION AT LAKE CITY, HINSDALE
 HL0161'COUNTY, ON THE SLOPE OF A HILL OPPOSITE A WIDE SECTION OF HIGHWAY, 135
 HL0161'FEET EAST OF THE EAST END OF A SHARP CURVE, 56 FEET SOUTH OF THE
 HL0161'CENTERLINE OF THE HIGHWAY, 46 FEET SOUTHEAST OF A 10-INCH ASPEN TREE,
 HL0161'39 FEET EAST OF A 10-INCH SILVER-TIP FIR TREE, AND 14 FEET EAST OF A
 HL0161'TRAIL LEADING SOUTH FROM THE HIGHWAY UP THE MOUNTAIN. A STANDARD DISK,
 HL0161'STAMPED G 169 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HL0161
 HL0161                          STATION RECOVERY (1990)
 HL0161
 HL0161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990 (WKS)
 HL0161'MARK RECOVERED IN POOR CONDITION.
 HL0161
 HL0161                          STATION RECOVERY (1990)
 HL0161
 HL0161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1990
 HL0161'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0260 ***********************************************************************
 LK0260  DESIGNATION -  G 17
 LK0260  PID         -  LK0260
 LK0260  STATE/COUNTY-  CO/MORGAN
 LK0260  USGS QUAD   -  BRUSH EAST (1984)
 LK0260
 LK0260                         *CURRENT SURVEY CONTROL
 LK0260  ___________________________________________________________________
 LK0260* NAD 83(1986)-  40 20 41.     (N)    103 33 36.     (W)     SCALED    
 LK0260* NAVD 88     -      1267.336  (meters)    4157.92   (feet)  POSTED    
 LK0260  ___________________________________________________________________
 LK0260  GEOID HEIGHT-         -19.63  (meters)                     GEOID03
 LK0260  DYNAMIC HT  -        1266.340 (meters)    4154.65  (feet)  COMP
 LK0260  MODELED GRAV-     979,798.6   (mgal)                       NAVD 88
 LK0260
 LK0260  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LK0260
 LK0260.The horizontal coordinates were scaled from a topographic map and have
 LK0260.an estimated accuracy of +/- 6 seconds.
 LK0260
 LK0260.The orthometric height was determined by differential leveling
 LK0260.and adjusted by the National Geodetic Survey in 1992..
 LK0260.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LK0260.rate of 0.0 thru 1.0 mm/km.
 LK0260
 LK0260.The geoid height was determined by GEOID03.
 LK0260
 LK0260.The dynamic height is computed by dividing the NAVD 88
 LK0260.geopotential number by the normal gravity value computed on the
 LK0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0260.degrees latitude (g = 980.6199 gals.).
 LK0260
 LK0260.The modeled gravity was interpolated from observed gravity values.
 LK0260
 LK0260;                    North         East    Units  Estimated Accuracy
 LK0260;SPC CO N     -   418,900.    1,079,210.      MT  (+/- 180 meters Scaled)
 LK0260
 LK0260                          SUPERSEDED SURVEY CONTROL
 LK0260
 LK0260  NGVD 29 (??/??/92) 1266.686  (m)         4155.79   (f) ADJ UNCH    1 2
 LK0260
 LK0260.Superseded values are not recommended for survey control.
 LK0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0260.See file dsdata.txt to determine how the superseded data were derived.
 LK0260
 LK0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE223670(NAD 83)
 LK0260_MARKER: DB = BENCH MARK DISK
 LK0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0260_STAMPING: ELEV 4155.877 FT G 17 1926
 LK0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0260+STABILITY: SURFACE MOTION
 LK0260
 LK0260  HISTORY     - Date     Condition        Report By
 LK0260  HISTORY     - 1926     MONUMENTED       CGS
 LK0260  HISTORY     - 1934     GOOD             NGS
 LK0260  HISTORY     - 1984     MARK NOT FOUND   NGS
 LK0260
 LK0260                          STATION DESCRIPTION
 LK0260
 LK0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LK0260'2 MI NE FROM SNYDER.
 LK0260'ABOUT 2 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM SNYDER,
 LK0260'AT ROAD CROSSING 84.86, 45.9 FEET SOUTH OF THE SOUTH RAIL, 41 FEET
 LK0260'WEST OF THE ROAD, 33.1 FEET NORTH OF A HIGHWAY, AND 3.8 FEET WEST
 LK0260'OF A POINT 2 FEET NORTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED
 LK0260'ELEV. 4155.877 FT. G 17 1926 AND SET IN THE TOP OF A CONCRETE POST
 LK0260'PROJECTING 2 INCHES ABOVE GROUND.
 LK0260
 LK0260                          STATION RECOVERY (1984)
 LK0260
 LK0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LK0260'THIS AREA IS NOW THE SITE OF A CANAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0345 ***********************************************************************
 JL0345  DESIGNATION -  G 170
 JL0345  PID         -  JL0345
 JL0345  STATE/COUNTY-  CO/GUNNISON
 JL0345  USGS QUAD   -  SAPINERO (1982)
 JL0345
 JL0345                         *CURRENT SURVEY CONTROL
 JL0345  ___________________________________________________________________
 JL0345* NAD 83(1986)-  38 27 41.     (N)    107 19 19.     (W)     SCALED    
 JL0345* NAVD 88     -      2200.184  (meters)    7218.44   (feet)  ADJUSTED  
 JL0345  ___________________________________________________________________
 JL0345  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 JL0345  DYNAMIC HT  -        2197.523 (meters)    7209.71  (feet)  COMP
 JL0345  MODELED GRAV-     979,340.8   (mgal)                       NAVD 88
 JL0345
 JL0345  VERT ORDER  -  SECOND    CLASS 0
 JL0345
 JL0345.The horizontal coordinates were scaled from a topographic map and have
 JL0345.an estimated accuracy of +/- 6 seconds.
 JL0345
 JL0345.The orthometric height was determined by differential leveling
 JL0345.and adjusted by the National Geodetic Survey in June 1991..
 JL0345
 JL0345.The geoid height was determined by GEOID03.
 JL0345
 JL0345.The dynamic height is computed by dividing the NAVD 88
 JL0345.geopotential number by the normal gravity value computed on the
 JL0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0345.degrees latitude (g = 980.6199 gals.).
 JL0345
 JL0345.The modeled gravity was interpolated from observed gravity values.
 JL0345
 JL0345;                    North         East    Units  Estimated Accuracy
 JL0345;SPC CO C     -   376,110.      755,400.      MT  (+/- 180 meters Scaled)
 JL0345
 JL0345                          SUPERSEDED SURVEY CONTROL
 JL0345
 JL0345  NGVD 29 (??/??/92) 2198.723  (m)         7213.64   (f) ADJ UNCH    2 0
 JL0345
 JL0345.Superseded values are not recommended for survey control.
 JL0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0345.See file dsdata.txt to determine how the superseded data were derived.
 JL0345
 JL0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC974595(NAD 83)
 JL0345_MARKER: DB = BENCH MARK DISK
 JL0345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JL0345_SP_SET: ABUTMENT
 JL0345_STAMPING: G 170 1934
 JL0345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0345
 JL0345  HISTORY     - Date     Condition        Report By
 JL0345  HISTORY     - 1934     MONUMENTED       CGS
 JL0345  HISTORY     - 1951     MARK NOT FOUND   USGS
 JL0345
 JL0345                          STATION DESCRIPTION
 JL0345
 JL0345'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JL0345'0.7 MI S FROM SAPINERO.
 JL0345'0.7 MILE SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD (NOW
 JL0345'ABANDONED) FROM THE STATION AT SAPINERO, GUNNISON COUNTY, 300 FEET
 JL0345'NORTHWEST OF MILEPOST 315, 575 FEET SOUTH OF A RAILROAD JUNCTION, AT
 JL0345'THE OVERHEAD ARCHED STEEL BRIDGE OF U.S. HIGHWAY 50, IN THE TOP OF THE
 JL0345'NORTHEAST END OF A SANDSTONE ABUTMENT, 4 FEET SOUTHWEST OF THE
 JL0345'NORTHEAST END OF THE ABUTMENT, 12 FEET NORTHEAST OF THE CENTERLINE OF
 JL0345'THE TRACK, AND 6 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 JL0345'G 170 1934.  NOTE-- NEW ROAD ON OLD RAILROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0121 ***********************************************************************
 JL0121  DESIGNATION -  G 171
 JL0121  PID         -  JL0121
 JL0121  STATE/COUNTY-  CO/SAGUACHE
 JL0121  USGS QUAD   -  TRICKLE MOUNTAIN (1967)
 JL0121
 JL0121                         *CURRENT SURVEY CONTROL
 JL0121  ___________________________________________________________________
 JL0121* NAD 83(1986)-  38 07 54.     (N)    106 27 41.     (W)     SCALED    
 JL0121* NAVD 88     -      2569.866  (meters)    8431.30   (feet)  ADJUSTED  
 JL0121  ___________________________________________________________________
 JL0121  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 JL0121  DYNAMIC HT  -        2566.475 (meters)    8420.18  (feet)  COMP
 JL0121  MODELED GRAV-     979,217.2   (mgal)                       NAVD 88
 JL0121
 JL0121  VERT ORDER  -  SECOND    CLASS 0
 JL0121
 JL0121.The horizontal coordinates were scaled from a topographic map and have
 JL0121.an estimated accuracy of +/- 6 seconds.
 JL0121
 JL0121.The orthometric height was determined by differential leveling
 JL0121.and adjusted by the National Geodetic Survey in June 1991..
 JL0121
 JL0121.The geoid height was determined by GEOID03.
 JL0121
 JL0121.The dynamic height is computed by dividing the NAVD 88
 JL0121.geopotential number by the normal gravity value computed on the
 JL0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0121.degrees latitude (g = 980.6199 gals.).
 JL0121
 JL0121.The modeled gravity was interpolated from observed gravity values.
 JL0121
 JL0121;                    North         East    Units  Estimated Accuracy
 JL0121;SPC CO S     -   467,830.      830,120.      MT  (+/- 180 meters Scaled)
 JL0121
 JL0121                          SUPERSEDED SURVEY CONTROL
 JL0121
 JL0121  NGVD 29 (??/??/92) 2568.282  (m)         8426.11   (f) ADJ UNCH    2 0
 JL0121
 JL0121.Superseded values are not recommended for survey control.
 JL0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0121.See file dsdata.txt to determine how the superseded data were derived.
 JL0121
 JL0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC719214(NAD 83)
 JL0121_MARKER: DB = BENCH MARK DISK
 JL0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0121_STAMPING: G 171 1934
 JL0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0121+STABILITY: SURFACE MOTION
 JL0121
 JL0121  HISTORY     - Date     Condition        Report By
 JL0121  HISTORY     - 1934     MONUMENTED       CGS
 JL0121  HISTORY     - 1962     GOOD             NGS
 JL0121
 JL0121                          STATION DESCRIPTION
 JL0121
 JL0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0121'22.6 MI W FROM SAGUACHE.
 JL0121'ABOUT 22.6 MILES WEST ALONG STATE HIGHWAY 114 FROM THE COUNTY
 JL0121'COURTHOUSE AT SAGUACHE, SAGUACHE COUNTY, ABOUT 0.2 MILE EAST OF THE
 JL0121'JUNCTION OF A ROAD LEADING SOUTH, ABOUT 220 FEET NORTH-NORTHEAST OF A
 JL0121'STOCK DIPPING CHUTE AND PENS, 97 FEET NORTHWEST OF THE RIGHT-OF-WAY
 JL0121'FENCE, 47 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 15.2 FEET
 JL0121'SOUTHEAST OF A POLE, AND 2.3 FEET NORTHWEST OF A 4- BY 4-INCH WHITE
 JL0121'REFERENCE POST PROJECTING ABOUT 2.3 FEET ABOVE GROUND.  A STANDARD
 JL0121'DISK, STAMPED G 171 1934 AND SET IN THE TOP OF A CONCRETE POST
 JL0121'PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 JL0121
 JL0121                          STATION RECOVERY (1962)
 JL0121
 JL0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JL0121'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0345 ***********************************************************************
 JK0345  DESIGNATION -  G 172
 JK0345  PID         -  JK0345
 JK0345  STATE/COUNTY-  CO/TELLER
 JK0345  USGS QUAD   -  BIG BULL MOUNTAIN (1994)
 JK0345
 JK0345                         *CURRENT SURVEY CONTROL
 JK0345  ___________________________________________________________________
 JK0345* NAD 83(1986)-  38 43 52.     (N)    105 07 11.     (W)     SCALED    
 JK0345* NAVD 88     -      3109.371  (meters)   10201.33   (feet)  POSTED    
 JK0345  ___________________________________________________________________
 JK0345  GEOID HEIGHT-         -14.87  (meters)                     GEOID03
 JK0345  DYNAMIC HT  -        3105.340 (meters)   10188.10  (feet)  COMP
 JK0345  MODELED GRAV-     979,216.9   (mgal)                       NAVD 88
 JK0345
 JK0345  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JK0345
 JK0345.The horizontal coordinates were scaled from a topographic map and have
 JK0345.an estimated accuracy of +/- 6 seconds.
 JK0345
 JK0345.The orthometric height was determined by differential leveling
 JK0345.and adjusted by the National Geodetic Survey in 1992..
 JK0345.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JK0345.rate of 4.1 thru 8.0 mm/km.
 JK0345
 JK0345.The geoid height was determined by GEOID03.
 JK0345
 JK0345.The dynamic height is computed by dividing the NAVD 88
 JK0345.geopotential number by the normal gravity value computed on the
 JK0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0345.degrees latitude (g = 980.6199 gals.).
 JK0345
 JK0345.The modeled gravity was interpolated from observed gravity values.
 JK0345
 JK0345;                    North         East    Units  Estimated Accuracy
 JK0345;SPC CO C     -   404,530.      947,470.      MT  (+/- 180 meters Scaled)
 JK0345
 JK0345                          SUPERSEDED SURVEY CONTROL
 JK0345
 JK0345  NGVD 29 (??/??/92) 3107.902  (m)        10196.51   (f) ADJ UNCH    2 0
 JK0345
 JK0345.Superseded values are not recommended for survey control.
 JK0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0345.See file dsdata.txt to determine how the superseded data were derived.
 JK0345
 JK0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC895869(NAD 83)
 JK0345_MARKER: DB = BENCH MARK DISK
 JK0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0345_STAMPING: G 172 1934
 JK0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0345+STABILITY: SURFACE MOTION
 JK0345
 JK0345  HISTORY     - Date     Condition        Report By
 JK0345  HISTORY     - 1934     MONUMENTED       CGS
 JK0345  HISTORY     - 1938     GOOD             NGS
 JK0345
 JK0345                          STATION DESCRIPTION
 JK0345
 JK0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JK0345'1.9 MI N FROM VICTOR.
 JK0345'1.9 MILES NORTH OF VICTOR, TELLER COUNTY, ON THE ABANDONED ROADBED
 JK0345'OF THE MIDLAND TERMINAL RAILWAY, 82 FEET NORTHWEST OF THE NORTHWEST
 JK0345'CORNER OF THE FORMER STATION AT BULL HILL, AT A ROAD CROSSING, 60
 JK0345'FEET NORTH OF THE CROSSING SIGN, 32 FEET NORTH OF THE CENTERLINE OF
 JK0345'THE ROAD, 30 FEET WEST OF THE CENTERLINE OF THE OLD ROADBED, AND 3
 JK0345'FEET HIGHER THAN THE OLD ROADBED.  A STANDARD DISK, STAMPED G 172
 JK0345'1934 AND SET IN THE TOP OF A CONCRETE POST.
 JK0345
 JK0345                          STATION RECOVERY (1938)
 JK0345
 JK0345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 JK0345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0793 ***********************************************************************
 KK0793  DESIGNATION -  G 173
 KK0793  PID         -  KK0793
 KK0793  STATE/COUNTY-  CO/PARK
 KK0793  USGS QUAD   -  TARRYALL (1994)
 KK0793
 KK0793                         *CURRENT SURVEY CONTROL
 KK0793  ___________________________________________________________________
 KK0793* NAD 83(1986)-  39 03 58.     (N)    105 24 12.     (W)     SCALED    
 KK0793* NAVD 88     -      2522.142  (meters)    8274.73   (feet)  ADJUSTED  
 KK0793  ___________________________________________________________________
 KK0793  GEOID HEIGHT-         -13.80  (meters)                     GEOID03
 KK0793  DYNAMIC HT  -        2519.151 (meters)    8264.91  (feet)  COMP
 KK0793  MODELED GRAV-     979,350.0   (mgal)                       NAVD 88
 KK0793
 KK0793  VERT ORDER  -  SECOND    CLASS 0
 KK0793
 KK0793.The horizontal coordinates were scaled from a topographic map and have
 KK0793.an estimated accuracy of +/- 6 seconds.
 KK0793
 KK0793.The orthometric height was determined by differential leveling
 KK0793.and adjusted by the National Geodetic Survey in June 1991..
 KK0793
 KK0793.The geoid height was determined by GEOID03.
 KK0793
 KK0793.The dynamic height is computed by dividing the NAVD 88
 KK0793.geopotential number by the normal gravity value computed on the
 KK0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0793.degrees latitude (g = 980.6199 gals.).
 KK0793
 KK0793.The modeled gravity was interpolated from observed gravity values.
 KK0793
 KK0793;                    North         East    Units  Estimated Accuracy
 KK0793;SPC CO C     -   441,650.      922,770.      MT  (+/- 180 meters Scaled)
 KK0793
 KK0793                          SUPERSEDED SURVEY CONTROL
 KK0793
 KK0793  NGVD 29 (??/??/92) 2520.794  (m)         8270.31   (f) ADJ UNCH    2 0
 KK0793
 KK0793.Superseded values are not recommended for survey control.
 KK0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0793.See file dsdata.txt to determine how the superseded data were derived.
 KK0793
 KK0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD651241(NAD 83)
 KK0793_MARKER: DB = BENCH MARK DISK
 KK0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0793_STAMPING: G 173 1934
 KK0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0793+STABILITY: SURFACE MOTION
 KK0793
 KK0793  HISTORY     - Date     Condition        Report By
 KK0793  HISTORY     - 1934     MONUMENTED       CGS
 KK0793
 KK0793                          STATION DESCRIPTION
 KK0793
 KK0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0793'6.7 MI NW FROM LAKE GEORGE.
 KK0793'6.7 MILES NORTH WEST ALONG STATE HIGHWAY 77 FROM LAKE GEORGE,
 KK0793'PARK COUNTY, 300 FEET SOUTH OF A ROUND-TOPPED HILL 100 FEET HIGH WITH
 KK0793'A GRANITE OUTCROP ON THE SOUTH SIDE, 200 FEET SOUTH OF A
 KK0793'WATERCOURSE, 150 FEET WEST OF A GATE IN THE RIGHT-OF-WAY FENCE,
 KK0793'35 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT SOUTH
 KK0793'OF THE FENCE.  A STANDARD DISK, STAMPED G 173 1934 AND SET
 KK0793'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0750 ***********************************************************************
 KK0750  DESIGNATION -  G 174
 KK0750  PID         -  KK0750
 KK0750  STATE/COUNTY-  CO/DOUGLAS
 KK0750  USGS QUAD   -  DAKAN MOUNTAIN (1994)
 KK0750
 KK0750                         *CURRENT SURVEY CONTROL
 KK0750  ___________________________________________________________________
 KK0750* NAD 83(1986)-  39 08 26.     (N)    105 07 14.     (W)     SCALED    
 KK0750* NAVD 88     -      2344.330  (meters)    7691.36   (feet)  ADJUSTED  
 KK0750  ___________________________________________________________________
 KK0750  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 KK0750  DYNAMIC HT  -        2341.698 (meters)    7682.72  (feet)  COMP
 KK0750  MODELED GRAV-     979,419.4   (mgal)                       NAVD 88
 KK0750
 KK0750  VERT ORDER  -  SECOND    CLASS 0
 KK0750
 KK0750.The horizontal coordinates were scaled from a topographic map and have
 KK0750.an estimated accuracy of +/- 6 seconds.
 KK0750
 KK0750.The orthometric height was determined by differential leveling
 KK0750.and adjusted by the National Geodetic Survey in June 1991..
 KK0750
 KK0750.The geoid height was determined by GEOID03.
 KK0750
 KK0750.The dynamic height is computed by dividing the NAVD 88
 KK0750.geopotential number by the normal gravity value computed on the
 KK0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0750.degrees latitude (g = 980.6199 gals.).
 KK0750
 KK0750.The modeled gravity was interpolated from observed gravity values.
 KK0750
 KK0750;                    North         East    Units  Estimated Accuracy
 KK0750;SPC CO C     -   449,980.      947,200.      MT  (+/- 180 meters Scaled)
 KK0750
 KK0750                          SUPERSEDED SURVEY CONTROL
 KK0750
 KK0750  NGVD 29 (??/??/92) 2343.137  (m)         7687.44   (f) ADJ UNCH    2 0
 KK0750
 KK0750.Superseded values are not recommended for survey control.
 KK0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0750.See file dsdata.txt to determine how the superseded data were derived.
 KK0750
 KK0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD895323(NAD 83)
 KK0750_MARKER: DB = BENCH MARK DISK
 KK0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0750_STAMPING: G 174 1934
 KK0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0750+STABILITY: SURFACE MOTION
 KK0750
 KK0750  HISTORY     - Date     Condition        Report By
 KK0750  HISTORY     - 1934     MONUMENTED       CGS
 KK0750  HISTORY     - 1952     GOOD             NGS
 KK0750
 KK0750                          STATION DESCRIPTION
 KK0750
 KK0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KK0750'3.1 MI SE FROM WEST CREEK.
 KK0750'0.3 MILE SOUTHEAST ALONG A WINDING GRAVELED ROAD FROM THE
 KK0750'GRADE SCHOOL AT WEST CREEK, THENCE 2.8 MILES SOUTHEAST ALONG
 KK0750'STATE HIGHWAY 67, 275 FEET SOUTHEAST OF THE CENTER LINE OF A
 KK0750'GRAVELED ROAD LEADING NORTHEAST, 200 FEET SOUTHEAST OF THE CENTER
 KK0750'LINE OF A DIRT ROAD LEADING SOUTHWEST, 54 FEET SOUTHWEST OF
 KK0750'THE CENTER LINE OF THE HIGHWAY, 3 FEET NORTHEAST OF A FENCE,
 KK0750'3 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 KK0750'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0241 ***********************************************************************
 JK0241  DESIGNATION -  G 175
 JK0241  PID         -  JK0241
 JK0241  STATE/COUNTY-  CO/EL PASO
 JK0241  USGS QUAD   -  CASCADE (1994)
 JK0241
 JK0241                         *CURRENT SURVEY CONTROL
 JK0241  ___________________________________________________________________
 JK0241* NAD 83(1986)-  38 54 33.     (N)    104 58 30.     (W)     SCALED    
 JK0241* NAVD 88     -      2272.147  (meters)    7454.54   (feet)  ADJUSTED  
 JK0241  ___________________________________________________________________
 JK0241  GEOID HEIGHT-         -15.32  (meters)                     GEOID03
 JK0241  DYNAMIC HT  -        2269.465 (meters)    7445.74  (feet)  COMP
 JK0241  MODELED GRAV-     979,366.1   (mgal)                       NAVD 88
 JK0241
 JK0241  VERT ORDER  -  SECOND    CLASS 0
 JK0241
 JK0241.The horizontal coordinates were scaled from a topographic map and have
 JK0241.an estimated accuracy of +/- 6 seconds.
 JK0241
 JK0241.The orthometric height was determined by differential leveling
 JK0241.and adjusted by the National Geodetic Survey in June 1991..
 JK0241
 JK0241.The geoid height was determined by GEOID03.
 JK0241
 JK0241.The dynamic height is computed by dividing the NAVD 88
 JK0241.geopotential number by the normal gravity value computed on the
 JK0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0241.degrees latitude (g = 980.6199 gals.).
 JK0241
 JK0241.The modeled gravity was interpolated from observed gravity values.
 JK0241
 JK0241;                    North         East    Units  Estimated Accuracy
 JK0241;SPC CO C     -   424,360.      959,940.      MT  (+/- 180 meters Scaled)
 JK0241
 JK0241                          SUPERSEDED SURVEY CONTROL
 JK0241
 JK0241  NGVD 29 (??/??/92) 2270.883  (m)         7450.39   (f) ADJ UNCH    2 0
 JK0241
 JK0241.Superseded values are not recommended for survey control.
 JK0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0241.See file dsdata.txt to determine how the superseded data were derived.
 JK0241
 JK0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED021066(NAD 83)
 JK0241_MARKER: DB = BENCH MARK DISK
 JK0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0241_STAMPING: G 175 1934
 JK0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0241+STABILITY: SURFACE MOTION
 JK0241
 JK0241  HISTORY     - Date     Condition        Report By
 JK0241  HISTORY     - 1934     MONUMENTED       CGS
 JK0241  HISTORY     - 19841127 MARK NOT FOUND   USGS
 JK0241
 JK0241                          STATION DESCRIPTION
 JK0241
 JK0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JK0241'6.1 MI NW FROM MANITOU.
 JK0241'6.1 MILES NORTHWEST ALONG THE MIDLAND TERMINAL RAILWAY FROM
 JK0241'THE STATION AT MANITOU, EL PASO COUNTY, 0.3 MILE NORTHWEST OF
 JK0241'MILEPOST 12, 86 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY
 JK0241'24, 28 FEET NORTHEAST OF A 2-FOOT PINE TREE, AT THE EAST END OF A
 JK0241'SMALL CUT, ON THE EAST SLOPE OF A SMALL HILL, AND 31 FEET SOUTHWEST
 JK0241'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED G 175 1934
 JK0241'AND SET IN THE TOP OF A CONCRETE POST.
 JK0241
 JK0241                          STATION RECOVERY (1984)
 JK0241
 JK0241'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JK0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0907 ***********************************************************************
 KK0907  DESIGNATION -  G 176
 KK0907  PID         -  KK0907
 KK0907  STATE/COUNTY-  CO/PARK
 KK0907  USGS QUAD   -  GARO (1994)
 KK0907
 KK0907                         *CURRENT SURVEY CONTROL
 KK0907  ___________________________________________________________________
 KK0907* NAD 83(1986)-  39 05 28.     (N)    105 59 07.     (W)     SCALED    
 KK0907* NAVD 88     -      2849.406  (meters)    9348.43   (feet)  ADJUSTED  
 KK0907  ___________________________________________________________________
 KK0907  GEOID HEIGHT-         -13.47  (meters)                     GEOID03
 KK0907  DYNAMIC HT  -        2845.748 (meters)    9336.42  (feet)  COMP
 KK0907  MODELED GRAV-     979,240.1   (mgal)                       NAVD 88
 KK0907
 KK0907  VERT ORDER  -  FIRST     CLASS II
 KK0907
 KK0907.The horizontal coordinates were scaled from a topographic map and have
 KK0907.an estimated accuracy of +/- 6 seconds.
 KK0907
 KK0907.The orthometric height was determined by differential leveling
 KK0907.and adjusted by the National Geodetic Survey in June 1991..
 KK0907
 KK0907.The geoid height was determined by GEOID03.
 KK0907
 KK0907.The dynamic height is computed by dividing the NAVD 88
 KK0907.geopotential number by the normal gravity value computed on the
 KK0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0907.degrees latitude (g = 980.6199 gals.).
 KK0907
 KK0907.The modeled gravity was interpolated from observed gravity values.
 KK0907
 KK0907;                    North         East    Units  Estimated Accuracy
 KK0907;SPC CO C     -   444,540.      872,420.      MT  (+/- 180 meters Scaled)
 KK0907
 KK0907                          SUPERSEDED SURVEY CONTROL
 KK0907
 KK0907  NGVD 29 (??/??/92) 2847.780  (m)         9343.09   (f) ADJ UNCH    1 2
 KK0907
 KK0907.Superseded values are not recommended for survey control.
 KK0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0907.See file dsdata.txt to determine how the superseded data were derived.
 KK0907
 KK0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD147273(NAD 83)
 KK0907_MARKER: DB = BENCH MARK DISK
 KK0907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0907_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0907_STAMPING: G 176 1934
 KK0907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0907+STABILITY: SURFACE MOTION
 KK0907
 KK0907  HISTORY     - Date     Condition        Report By
 KK0907  HISTORY     - 1934     MONUMENTED       CGS
 KK0907  HISTORY     - 1954     GOOD             NGS
 KK0907
 KK0907                          STATION DESCRIPTION
 KK0907
 KK0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0907'9.5 MI S FROM FAIRPLAY.
 KK0907'0.6 MILE EAST ALONG STATE HIGHWAY 9 FROM THE COURTHOUSE AT
 KK0907'FAIRPLAY, THENCE 8.8 MILES SOUTH ALONG U.S. HIGHWAY 285, THENCE
 KK0907'0.1 MILE SOUTH ALONG A WIRE FENCE, 23 FEET SOUTH OF THE CENTER
 KK0907'LINE OF THE OLD HIGHWAY GRADE, 9 FEET SOUTHEAST OF A FENCE CORNER,
 KK0907'5 FEET WEST OF A WITNESS POST, 1.2 FEET SOUTH OF A FENCE, SET
 KK0907'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE
 KK0907'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0936 ***********************************************************************
 KK0936  DESIGNATION -  G 177
 KK0936  PID         -  KK0936
 KK0936  STATE/COUNTY-  CO/PARK
 KK0936  USGS QUAD   -  HARTSEL (1956)
 KK0936
 KK0936                         *CURRENT SURVEY CONTROL
 KK0936  ___________________________________________________________________
 KK0936* NAD 83(1986)-  39 01 26.     (N)    105 48 19.     (W)     SCALED    
 KK0936* NAVD 88     -      2711.824  (meters)    8897.04   (feet)  ADJUSTED  
 KK0936  ___________________________________________________________________
 KK0936  GEOID HEIGHT-         -13.73  (meters)                     GEOID03
 KK0936  DYNAMIC HT  -        2708.450 (meters)    8885.97  (feet)  COMP
 KK0936  MODELED GRAV-     979,284.9   (mgal)                       NAVD 88
 KK0936
 KK0936  VERT ORDER  -  SECOND    CLASS 0
 KK0936
 KK0936.The horizontal coordinates were scaled from a topographic map and have
 KK0936.an estimated accuracy of +/- 6 seconds.
 KK0936
 KK0936.The orthometric height was determined by differential leveling
 KK0936.and adjusted by the National Geodetic Survey in June 1991..
 KK0936
 KK0936.The geoid height was determined by GEOID03.
 KK0936
 KK0936.The dynamic height is computed by dividing the NAVD 88
 KK0936.geopotential number by the normal gravity value computed on the
 KK0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0936.degrees latitude (g = 980.6199 gals.).
 KK0936
 KK0936.The modeled gravity was interpolated from observed gravity values.
 KK0936
 KK0936;                    North         East    Units  Estimated Accuracy
 KK0936;SPC CO C     -   437,010.      887,970.      MT  (+/- 180 meters Scaled)
 KK0936
 KK0936                          SUPERSEDED SURVEY CONTROL
 KK0936
 KK0936  NGVD 29 (??/??/92) 2710.308  (m)         8892.07   (f) ADJ UNCH    2 0
 KK0936
 KK0936.Superseded values are not recommended for survey control.
 KK0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0936.See file dsdata.txt to determine how the superseded data were derived.
 KK0936
 KK0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD302197(NAD 83)
 KK0936_MARKER: DB = BENCH MARK DISK
 KK0936_SETTING: 80 = SET IN A BOULDER
 KK0936_STAMPING: G 177 1934
 KK0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0936+STABILITY: SURFACE MOTION
 KK0936
 KK0936  HISTORY     - Date     Condition        Report By
 KK0936  HISTORY     - 1934     MONUMENTED       CGS
 KK0936  HISTORY     - 1951     GOOD             NGS
 KK0936
 KK0936                          STATION DESCRIPTION
 KK0936
 KK0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0936'0.6 MI SW FROM HARTSEL.
 KK0936'0.6 MILE SOUTHWEST ALONG U.S. HIGHWAY 24 FROM ITS JUNCTION WITH
 KK0936'STATE HIGHWAY 9 AT HARTSEL, 0.15 MILE NORTH OF U.S. HIGHWAY 24,
 KK0936'ALONG THE OLD HIGHWAY, 50 FEET NORTH OF THE CENTER LINE OF THE OLD
 KK0936'HIGHWAY, 30 FEET SOUTH OF A TELEPHONE LINE, 5 FEET NORTH OF A FENCE,
 KK0936'1.5 FEET ABOVE THE GROUND, SET IN THE TOP OF THE CENTER OF A 2X3
 KK0936'FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0435 ***********************************************************************
 JL0435  DESIGNATION -  G 178
 JL0435  PID         -  JL0435
 JL0435  STATE/COUNTY-  CO/DELTA
 JL0435  USGS QUAD   -  ORCHARD CITY (1978)
 JL0435
 JL0435                         *CURRENT SURVEY CONTROL
 JL0435  ___________________________________________________________________
 JL0435* NAD 83(1986)-  38 47 44.     (N)    107 55 30.     (W)     SCALED    
 JL0435* NAVD 88     -      1588.245  (meters)    5210.77   (feet)  ADJUSTED  
 JL0435  ___________________________________________________________________
 JL0435  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 JL0435  DYNAMIC HT  -        1586.562 (meters)    5205.25  (feet)  COMP
 JL0435  MODELED GRAV-     979,513.4   (mgal)                       NAVD 88
 JL0435
 JL0435  VERT ORDER  -  SECOND    CLASS 0
 JL0435
 JL0435.The horizontal coordinates were scaled from a topographic map and have
 JL0435.an estimated accuracy of +/- 6 seconds.
 JL0435
 JL0435.The orthometric height was determined by differential leveling
 JL0435.and adjusted by the National Geodetic Survey in June 1991..
 JL0435
 JL0435.The geoid height was determined by GEOID03.
 JL0435
 JL0435.The dynamic height is computed by dividing the NAVD 88
 JL0435.geopotential number by the normal gravity value computed on the
 JL0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0435.degrees latitude (g = 980.6199 gals.).
 JL0435
 JL0435.The modeled gravity was interpolated from observed gravity values.
 JL0435
 JL0435;                    North         East    Units  Estimated Accuracy
 JL0435;SPC CO C     -   414,430.      703,770.      MT  (+/- 180 meters Scaled)
 JL0435
 JL0435                          SUPERSEDED SURVEY CONTROL
 JL0435
 JL0435  NGVD 29 (??/??/92) 1587.039  (m)         5206.81   (f) ADJ UNCH    2 0
 JL0435
 JL0435.Superseded values are not recommended for survey control.
 JL0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0435.See file dsdata.txt to determine how the superseded data were derived.
 JL0435
 JL0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC459981(NAD 83)
 JL0435_MARKER: DB = BENCH MARK DISK
 JL0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0435_STAMPING: G 178 1934
 JL0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0435+STABILITY: SURFACE MOTION
 JL0435
 JL0435  HISTORY     - Date     Condition        Report By
 JL0435  HISTORY     - 1934     MONUMENTED       CGS
 JL0435
 JL0435                          STATION DESCRIPTION
 JL0435
 JL0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0435'3.1 MI E FROM AUSTIN.
 JL0435'3.1 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JL0435'THE STATION AT AUSTIN, DELTA COUNTY, 63 FEET EAST OF MILEPOST 384, 79
 JL0435'FEET EAST OF THE CENTERLINE OF THE TRACK, 48 FEET WEST OF THE
 JL0435'CENTERLINE OF STATE HIGHWAY 92, AND 16 FEET WEST OF THE RIGHT-OF-WAY
 JL0435'FENCE.  A STANDARD DISK, STAMPED G 178 1934 AND SET IN THE TOP OF A
 JL0435'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0561 ***********************************************************************
 JK0561  DESIGNATION -  G 179
 JK0561  PID         -  JK0561
 JK0561  STATE/COUNTY-  CO/FREMONT
 JK0561  USGS QUAD   -  FLORENCE (1975)
 JK0561
 JK0561                         *CURRENT SURVEY CONTROL
 JK0561  ___________________________________________________________________
 JK0561* NAD 83(1986)-  38 24 29.     (N)    105 06 50.     (W)     SCALED    
 JK0561* NAVD 88     -      1626.414  (meters)    5335.99   (feet)  ADJUSTED  
 JK0561  ___________________________________________________________________
 JK0561  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 JK0561  DYNAMIC HT  -        1624.650 (meters)    5330.21  (feet)  COMP
 JK0561  MODELED GRAV-     979,487.5   (mgal)                       NAVD 88
 JK0561
 JK0561  VERT ORDER  -  SECOND    CLASS 0
 JK0561
 JK0561.The horizontal coordinates were scaled from a topographic map and have
 JK0561.an estimated accuracy of +/- 6 seconds.
 JK0561
 JK0561.The orthometric height was determined by differential leveling
 JK0561.and adjusted by the National Geodetic Survey in June 1991..
 JK0561
 JK0561.The geoid height was determined by GEOID03.
 JK0561
 JK0561.The dynamic height is computed by dividing the NAVD 88
 JK0561.geopotential number by the normal gravity value computed on the
 JK0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0561.degrees latitude (g = 980.6199 gals.).
 JK0561
 JK0561.The modeled gravity was interpolated from observed gravity values.
 JK0561
 JK0561;                    North         East    Units  Estimated Accuracy
 JK0561;SPC CO C     -   368,670.      948,130.      MT  (+/- 180 meters Scaled)
 JK0561
 JK0561                          SUPERSEDED SURVEY CONTROL
 JK0561
 JK0561  NGVD 29 (??/??/92) 1625.432  (m)         5332.77   (f) ADJ UNCH    2 0
 JK0561
 JK0561.Superseded values are not recommended for survey control.
 JK0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0561.See file dsdata.txt to determine how the superseded data were derived.
 JK0561
 JK0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC900510(NAD 83)
 JK0561_MARKER: DB = BENCH MARK DISK
 JK0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0561_STAMPING: G 179 1934
 JK0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0561+STABILITY: SURFACE MOTION
 JK0561
 JK0561  HISTORY     - Date     Condition        Report By
 JK0561  HISTORY     - 1934     MONUMENTED       CGS
 JK0561  HISTORY     - 1954     GOOD             NGS
 JK0561
 JK0561                          STATION DESCRIPTION
 JK0561
 JK0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JK0561'1.3 MI N FROM FLORENCE.
 JK0561'1.3 MILES NORTH ALONG STATE HIGHWAY 67 FROM THE POST OFFICE AT
 JK0561'FLORENCE, 45 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 0.05
 JK0561'MILE SOUTH OF A STEEL CATTLE GUARD, 0.05 MILE SOUTH OF A DIRT ROAD
 JK0561'LEADING WEST, 82 FEET SOUTH OF A TELEPHONE POLE, 3 FEET SOUTH OF A
 JK0561'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 JK0561'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0224 ***********************************************************************
 LL0224  DESIGNATION -  G 18
 LL0224  PID         -  LL0224
 LL0224  STATE/COUNTY-  CO/WELD
 LL0224  USGS QUAD   -  KERSEY (1950)
 LL0224
 LL0224                         *CURRENT SURVEY CONTROL
 LL0224  ___________________________________________________________________
 LL0224* NAD 83(1986)-  40 23 03.     (N)    104 31 35.     (W)     SCALED    
 LL0224* NAVD 88     -      1401.919  (meters)    4599.46   (feet)  ADJUSTED  
 LL0224  ___________________________________________________________________
 LL0224  GEOID HEIGHT-         -18.62  (meters)                     GEOID03
 LL0224  DYNAMIC HT  -        1400.734 (meters)    4595.57  (feet)  COMP
 LL0224  MODELED GRAV-     979,731.6   (mgal)                       NAVD 88
 LL0224
 LL0224  VERT ORDER  -  FIRST     CLASS II
 LL0224
 LL0224.The horizontal coordinates were scaled from a topographic map and have
 LL0224.an estimated accuracy of +/- 6 seconds.
 LL0224
 LL0224.The orthometric height was determined by differential leveling
 LL0224.and adjusted by the National Geodetic Survey in June 1991..
 LL0224
 LL0224.The geoid height was determined by GEOID03.
 LL0224
 LL0224.The dynamic height is computed by dividing the NAVD 88
 LL0224.geopotential number by the normal gravity value computed on the
 LL0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0224.degrees latitude (g = 980.6199 gals.).
 LL0224
 LL0224.The modeled gravity was interpolated from observed gravity values.
 LL0224
 LL0224;                    North         East    Units  Estimated Accuracy
 LL0224;SPC CO N     -   421,930.      997,070.      MT  (+/- 180 meters Scaled)
 LL0224
 LL0224                          SUPERSEDED SURVEY CONTROL
 LL0224
 LL0224  NGVD 29 (??/??/92) 1401.060  (m)         4596.64   (f) ADJ UNCH    1 2
 LL0224
 LL0224.Superseded values are not recommended for survey control.
 LL0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0224.See file dsdata.txt to determine how the superseded data were derived.
 LL0224
 LL0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE402705(NAD 83)
 LL0224_MARKER: DB = BENCH MARK DISK
 LL0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0224_SP_SET: CONCRETE POST
 LL0224_STAMPING: G 18 1926 4596.953
 LL0224_MARK LOGO: CGS   
 LL0224_PROJECTION: FLUSH
 LL0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0224+STABILITY: SURFACE MOTION
 LL0224
 LL0224  HISTORY     - Date     Condition        Report By
 LL0224  HISTORY     - 1926     MONUMENTED       CGS
 LL0224  HISTORY     - 1934     GOOD             NGS
 LL0224  HISTORY     - 1984     GOOD             NGS
 LL0224
 LL0224                          STATION DESCRIPTION
 LL0224
 LL0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LL0224'2 MI E FROM KERSEY.
 LL0224'ABOUT 2 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM KERSEY,
 LL0224'0.1 MILE WEST OF THE CROSSING OVER U.S. HIGHWAY 34, 4 POLES WEST
 LL0224'OF MILEPOST 141, AT PRIVATE-ROAD CROSSING 141.11, 47 FEET SOUTH OF
 LL0224'THE SOUTH RAIL, 32 FEET EAST OF THE ROAD, AND 1.3 FEET NORTH OF
 LL0224'AN EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED 4596.953 G 18
 LL0224'1926 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 LL0224'ABOVE GROUND.
 LL0224
 LL0224                          STATION RECOVERY (1984)
 LL0224
 LL0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0224'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  13.8 KM
 LL0224'(8.55 MI) EASTERLY ALONG U.S. HIGHWAY 34 FROM ITS JUNCTION WITH U.S.
 LL0224'HIGHWAY 85 IN GREELEY, THENCE 0.3 KM (0.2 MI) WEST ALONG THE UNION
 LL0224'PACIFIC RAILROAD, 14.3 M (46.9 FT) SOUTH OF THE NEAR RAIL, 11.0 M
 LL0224'(36.1 FT) EAST OF THE CENTER OF A TRACK ROAD LEADING NORTH, AND 0.5 M
 LL0224'(1.5 FT) NORTH OF A FENCE.
 LL0224'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LL0224'THE MARK IS 0.3 M BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0354 ***********************************************************************
 JL0354  DESIGNATION -  G 19
 JL0354  PID         -  JL0354
 JL0354  STATE/COUNTY-  CO/OURAY
 JL0354  USGS QUAD   -  RIDGWAY (1982)
 JL0354
 JL0354                         *CURRENT SURVEY CONTROL
 JL0354  ___________________________________________________________________
 JL0354* NAD 83(1986)-  38 14 47.     (N)    107 45 43.     (W)     SCALED    
 JL0354* NAVD 88     -      2035.758  (meters)    6678.98   (feet)  POSTED    
 JL0354  ___________________________________________________________________
 JL0354  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 JL0354  DYNAMIC HT  -        2033.290 (meters)    6670.89  (feet)  COMP
 JL0354  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 JL0354
 JL0354  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JL0354
 JL0354.The horizontal coordinates were scaled from a topographic map and have
 JL0354.an estimated accuracy of +/- 6 seconds.
 JL0354
 JL0354.The orthometric height was determined by differential leveling
 JL0354.and adjusted by the National Geodetic Survey in 1992..
 JL0354.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JL0354.rate of 0.0 thru 1.0 mm/km.
 JL0354
 JL0354.The geoid height was determined by GEOID03.
 JL0354
 JL0354.The dynamic height is computed by dividing the NAVD 88
 JL0354.geopotential number by the normal gravity value computed on the
 JL0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0354.degrees latitude (g = 980.6199 gals.).
 JL0354
 JL0354.The modeled gravity was interpolated from observed gravity values.
 JL0354
 JL0354;                    North         East    Units  Estimated Accuracy
 JL0354;SPC CO S     -   482,530.      716,420.      MT  (+/- 180 meters Scaled)
 JL0354
 JL0354                          SUPERSEDED SURVEY CONTROL
 JL0354
 JL0354  NGVD 29 (??/??/92) 2034.383  (m)         6674.47   (f) ADJ UNCH    1 2
 JL0354
 JL0354.Superseded values are not recommended for survey control.
 JL0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0354.See file dsdata.txt to determine how the superseded data were derived.
 JL0354
 JL0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC583367(NAD 83)
 JL0354_MARKER: DB = BENCH MARK DISK
 JL0354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0354_STAMPING: 6674.471 G 19 1928
 JL0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0354+STABILITY: SURFACE MOTION
 JL0354
 JL0354  HISTORY     - Date     Condition        Report By
 JL0354  HISTORY     - 1928     MONUMENTED       CGS
 JL0354  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0354  HISTORY     - 19910627 MARK NOT FOUND   USPSQD
 JL0354
 JL0354                          STATION DESCRIPTION
 JL0354
 JL0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 JL0354'7.5 MI NW FROM RIDGWAY.
 JL0354'ABOUT 7.5 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 JL0354'RAILROAD FROM THE STATION AT RIDGWAY, OURAY COUNTY, ABOUT 3.2 MILES
 JL0354'SOUTHEAST OF ELDREDGE SIDING, ABOUT 0.5 MILE SOUTHEAST OF MAYFIELD
 JL0354'SIDING, ABOUT 0.4 MILE NORTHWEST OF MILEPOST D 370, ABOUT 1/4 MILE
 JL0354'WEST OF U.S. HIGHWAY 550, ABOUT 75 FEET NORTHWEST OF A PRIVATE
 JL0354'WAGON-ROAD CROSSING, 24 FEET SOUTHEAST OF A WATER TANK, 32 FEET
 JL0354'SOUTHWEST OF THE CENTER LINE OF THE TRACK, 18 FEET NORTHEAST OF THE
 JL0354'SOUTHWEST RIGHT-OF-WAY FENCE, IN LINE WITH A ROW OF POLES, AND ABOUT
 JL0354'1-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED 6674.471 G
 JL0354'19 1928 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 JL0354'INCHES ABOVE GROUND.
 JL0354
 JL0354                          STATION RECOVERY (1984)
 JL0354
 JL0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0354'MARK NOT FOUND.
 JL0354
 JL0354                          STATION RECOVERY (1991)
 JL0354
 JL0354'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 JL0354'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0009 ***********************************************************************
 KL0009  DESIGNATION -  G 2
 KL0009  PID         -  KL0009
 KL0009  STATE/COUNTY-  CO/EAGLE
 KL0009  USGS QUAD   -  MINTURN (1987)
 KL0009
 KL0009                         *CURRENT SURVEY CONTROL
 KL0009  ___________________________________________________________________
 KL0009* NAD 83(1986)-  39 34 29.     (N)    106 24 25.     (W)     SCALED    
 KL0009* NAVD 88     -      2429.896  (meters)    7972.08   (feet)  ADJUSTED  
 KL0009  ___________________________________________________________________
 KL0009  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 KL0009  DYNAMIC HT  -        2426.953 (meters)    7962.43  (feet)  COMP
 KL0009  MODELED GRAV-     979,329.3   (mgal)                       NAVD 88
 KL0009
 KL0009  VERT ORDER  -  FIRST     CLASS II
 KL0009
 KL0009.The horizontal coordinates were scaled from a topographic map and have
 KL0009.an estimated accuracy of +/- 6 seconds.
 KL0009
 KL0009.The orthometric height was determined by differential leveling
 KL0009.and adjusted by the National Geodetic Survey in June 1991..
 KL0009
 KL0009.The geoid height was determined by GEOID03.
 KL0009
 KL0009.The dynamic height is computed by dividing the NAVD 88
 KL0009.geopotential number by the normal gravity value computed on the
 KL0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0009.degrees latitude (g = 980.6199 gals.).
 KL0009
 KL0009.The modeled gravity was interpolated from observed gravity values.
 KL0009
 KL0009;                    North         East    Units  Estimated Accuracy
 KL0009;SPC CO C     -   498,500.      836,480.      MT  (+/- 180 meters Scaled)
 KL0009
 KL0009                          SUPERSEDED SURVEY CONTROL
 KL0009
 KL0009  NGVD 29 (??/??/92) 2428.284  (m)         7966.80   (f) ADJ UNCH    1 2
 KL0009
 KL0009.Superseded values are not recommended for survey control.
 KL0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0009.See file dsdata.txt to determine how the superseded data were derived.
 KL0009
 KL0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD791815(NAD 83)
 KL0009_MARKER: DD = SURVEY DISK
 KL0009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KL0009_SP_SET: CULVERT
 KL0009_STAMPING: G 2 7968
 KL0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0009
 KL0009  HISTORY     - Date     Condition        Report By
 KL0009  HISTORY     - UNK      MONUMENTED       USGS
 KL0009  HISTORY     - 1954     GOOD             NGS
 KL0009
 KL0009                          STATION DESCRIPTION
 KL0009
 KL0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KL0009'1.9 MI SE FROM MINTURN.
 KL0009'1.9 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KL0009'FROM MINTURN, EAGLE COUNTY, 111 FEET SOUTHEAST OF MILEPOST 300, AT A
 KL0009'CONCRETE CULVERT, IN THE CENTER OF THE TOP OF THE EAST CONCRETE
 KL0009'HEADWALL, AND 8.9 FEET EAST OF THE EAST RAIL OF THE NORTH-BOUND TRACK.
 KL0009'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED G 2 7968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0295 ***********************************************************************
 HL0295  DESIGNATION -  G 20
 HL0295  PID         -  HL0295
 HL0295  STATE/COUNTY-  CO/LA PLATA
 HL0295  USGS QUAD   -  ELECTRA LAKE (1960)
 HL0295
 HL0295                         *CURRENT SURVEY CONTROL
 HL0295  ___________________________________________________________________
 HL0295* NAD 83(1986)-  37 31 09.     (N)    107 46 59.     (W)     SCALED    
 HL0295* NAVD 88     -      2219.247  (meters)    7280.98   (feet)  POSTED    
 HL0295  ___________________________________________________________________
 HL0295  GEOID HEIGHT-         -16.74  (meters)                     GEOID03
 HL0295  DYNAMIC HT  -        2216.320 (meters)    7271.38  (feet)  COMP
 HL0295  MODELED GRAV-     979,234.2   (mgal)                       NAVD 88
 HL0295
 HL0295  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HL0295
 HL0295.The horizontal coordinates were scaled from a topographic map and have
 HL0295.an estimated accuracy of +/- 6 seconds.
 HL0295
 HL0295.The orthometric height was determined by differential leveling
 HL0295.and adjusted by the National Geodetic Survey in 1992..
 HL0295.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HL0295.rate of 0.0 thru 1.0 mm/km.
 HL0295
 HL0295.The geoid height was determined by GEOID03.
 HL0295
 HL0295.The dynamic height is computed by dividing the NAVD 88
 HL0295.geopotential number by the normal gravity value computed on the
 HL0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0295.degrees latitude (g = 980.6199 gals.).
 HL0295
 HL0295.The modeled gravity was interpolated from observed gravity values.
 HL0295
 HL0295;                    North         East    Units  Estimated Accuracy
 HL0295;SPC CO S     -   401,880.      712,600.      MT  (+/- 180 meters Scaled)
 HL0295
 HL0295                          SUPERSEDED SURVEY CONTROL
 HL0295
 HL0295  NGVD 29 (??/??/92) 2217.928  (m)         7276.65   (f) ADJ UNCH    1 2
 HL0295
 HL0295.Superseded values are not recommended for survey control.
 HL0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0295.See file dsdata.txt to determine how the superseded data were derived.
 HL0295
 HL0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB540561(NAD 83)
 HL0295_MARKER: DB = BENCH MARK DISK
 HL0295_SETTING: 66 = SET IN ROCK OUTCROP
 HL0295_SP_SET: GRANITE LEDGE
 HL0295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0295+STABILITY: POSITION/ELEVATION WELL
 HL0295
 HL0295  HISTORY     - Date     Condition        Report By
 HL0295  HISTORY     - UNK      MONUMENTED       CGS
 HL0295  HISTORY     - 1928     GOOD             NGS
 HL0295
 HL0295                          STATION DESCRIPTION
 HL0295
 HL0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 HL0295'2.8 MI NW FROM ROCKWOOD.
 HL0295'800 FT. SOUTH OF MILE POST NO.472 1500 FT. SOUTH OF TACOMA SIDING, 7
 HL0295'FT. EAST OF D. AND R.G. TRACK, ON LEVEL WITH TRACK.  ON TOP OF GRANITE
 HL0295'LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0041 ***********************************************************************
 LL0041  DESIGNATION -  G 208
 LL0041  PID         -  LL0041
 LL0041  STATE/COUNTY-  CO/WELD
 LL0041  USGS QUAD   -  BRIGGSDALE (1972)
 LL0041
 LL0041                         *CURRENT SURVEY CONTROL
 LL0041  ___________________________________________________________________
 LL0041* NAD 83(1986)-  40 38 22.     (N)    104 19 54.     (W)     SCALED    
 LL0041* NAVD 88     -      1479.903  (meters)    4855.32   (feet)  ADJUSTED  
 LL0041  ___________________________________________________________________
 LL0041  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 LL0041  DYNAMIC HT  -        1478.691 (meters)    4851.34  (feet)  COMP
 LL0041  MODELED GRAV-     979,754.1   (mgal)                       NAVD 88
 LL0041
 LL0041  VERT ORDER  -  SECOND    CLASS 0
 LL0041
 LL0041.The horizontal coordinates were scaled from a topographic map and have
 LL0041.an estimated accuracy of +/- 6 seconds.
 LL0041
 LL0041.The orthometric height was determined by differential leveling
 LL0041.and adjusted by the National Geodetic Survey in June 1991..
 LL0041
 LL0041.The geoid height was determined by GEOID03.
 LL0041
 LL0041.The dynamic height is computed by dividing the NAVD 88
 LL0041.geopotential number by the normal gravity value computed on the
 LL0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0041.degrees latitude (g = 980.6199 gals.).
 LL0041
 LL0041.The modeled gravity was interpolated from observed gravity values.
 LL0041
 LL0041;                    North         East    Units  Estimated Accuracy
 LL0041;SPC CO N     -   450,470.    1,013,230.      MT  (+/- 180 meters Scaled)
 LL0041
 LL0041                          SUPERSEDED SURVEY CONTROL
 LL0041
 LL0041  NGVD 29 (??/??/92) 1479.047  (m)         4852.51   (f) ADJ UNCH    2 0
 LL0041
 LL0041.Superseded values are not recommended for survey control.
 LL0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0041.See file dsdata.txt to determine how the superseded data were derived.
 LL0041
 LL0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE565989(NAD 83)
 LL0041_MARKER: DB = BENCH MARK DISK
 LL0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0041_STAMPING: G 207 1934
 LL0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0041+STABILITY: SURFACE MOTION
 LL0041
 LL0041  HISTORY     - Date     Condition        Report By
 LL0041  HISTORY     - 1934     MONUMENTED       CGS
 LL0041  HISTORY     - 1953     GOOD             NGS
 LL0041  HISTORY     - 1960     GOOD             NGS
 LL0041
 LL0041                          STATION DESCRIPTION
 LL0041
 LL0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LL0041'0.3 MI W FROM BRIGGSDALE.
 LL0041'0.3 MILE WEST ALONG OLD STATE HIGHWAY 14 FROM THE POST OFFICE AT
 LL0041'BRIGGSDALE, WELD COUNTY, 115.8 FEET SOUTHEAST OF THE CENTER OF THE
 LL0041'CROSSING OF THE UNION PACIFIC RAILROAD, 99.8 FEET EAST OF THE EAST
 LL0041'RAIL, 64.6 FEET SOUTH OF THE CENTERLINE OF THE OLD HIGHWAY, 5.3 FEET
 LL0041'WEST OF THE FENCE, AND 1 FOOT LOWER THAN THE ROAD.  A STANDARD
 LL0041'DISK, ERRONEOUSLY STAMPED G 207 1934 AND SET IN THE TOP OF A CONCRETE
 LL0041'POST.
 LL0041
 LL0041                          STATION RECOVERY (1960)
 LL0041
 LL0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 LL0041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0015 ***********************************************************************
 LL0015  DESIGNATION -  G 209
 LL0015  PID         -  LL0015
 LL0015  STATE/COUNTY-  CO/WELD
 LL0015  USGS QUAD   -  KEOTA (1972)
 LL0015
 LL0015                         *CURRENT SURVEY CONTROL
 LL0015  ___________________________________________________________________
 LL0015* NAD 83(1986)-  40 42 59.     (N)    104 05 29.     (W)     SCALED    
 LL0015* NAVD 88     -      1510.386  (meters)    4955.32   (feet)  ADJUSTED  
 LL0015  ___________________________________________________________________
 LL0015  GEOID HEIGHT-         -18.55  (meters)                     GEOID03
 LL0015  DYNAMIC HT  -        1509.157 (meters)    4951.29  (feet)  COMP
 LL0015  MODELED GRAV-     979,758.2   (mgal)                       NAVD 88
 LL0015
 LL0015  VERT ORDER  -  SECOND    CLASS 0
 LL0015
 LL0015.The horizontal coordinates were scaled from a topographic map and have
 LL0015.an estimated accuracy of +/- 6 seconds.
 LL0015
 LL0015.The orthometric height was determined by differential leveling
 LL0015.and adjusted by the National Geodetic Survey in June 1991..
 LL0015
 LL0015.The geoid height was determined by GEOID03.
 LL0015
 LL0015.The dynamic height is computed by dividing the NAVD 88
 LL0015.geopotential number by the normal gravity value computed on the
 LL0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0015.degrees latitude (g = 980.6199 gals.).
 LL0015
 LL0015.The modeled gravity was interpolated from observed gravity values.
 LL0015
 LL0015;                    North         East    Units  Estimated Accuracy
 LL0015;SPC CO N     -   459,310.    1,033,420.      MT  (+/- 180 meters Scaled)
 LL0015
 LL0015                          SUPERSEDED SURVEY CONTROL
 LL0015
 LL0015  NGVD 29 (??/??/92) 1509.614  (m)         4952.79   (f) ADJ UNCH    2 0
 LL0015
 LL0015.Superseded values are not recommended for survey control.
 LL0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0015.See file dsdata.txt to determine how the superseded data were derived.
 LL0015
 LL0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF767076(NAD 83)
 LL0015_MARKER: DB = BENCH MARK DISK
 LL0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0015_STAMPING: G 209 1934
 LL0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0015+STABILITY: SURFACE MOTION
 LL0015
 LL0015  HISTORY     - Date     Condition        Report By
 LL0015  HISTORY     - 1934     MONUMENTED       CGS
 LL0015  HISTORY     - 1941     GOOD             NGS
 LL0015
 LL0015                          STATION DESCRIPTION
 LL0015
 LL0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0015'1.2 MI NW FROM KEOTA.
 LL0015'1.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LL0015'RAILROAD FROM THE STATION AT KEOTA, WELD COUNTY, 79.6 FEET WEST OF
 LL0015'MILEPOST 283, 65.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND 45.8
 LL0015'FEET NORTHEAST OF A ROW OF POLES.  A STANDARD DISK, STAMPED
 LL0015'G 209 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LL0015
 LL0015                          STATION RECOVERY (1941)
 LL0015
 LL0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LL0015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0022 ***********************************************************************
 HK0022  DESIGNATION -  G 21
 HK0022  PID         -  HK0022
 HK0022  STATE/COUNTY-  CO/LAS ANIMAS
 HK0022  USGS QUAD   -  TRINIDAD EAST (1971)
 HK0022
 HK0022                         *CURRENT SURVEY CONTROL
 HK0022  ___________________________________________________________________
 HK0022* NAD 83(1986)-  37 10 53.     (N)    104 29 56.     (W)     SCALED    
 HK0022* NAVD 88     -      1822.595  (meters)    5979.63   (feet)  ADJUSTED  
 HK0022  ___________________________________________________________________
 HK0022  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 HK0022  DYNAMIC HT  -        1820.351 (meters)    5972.27  (feet)  COMP
 HK0022  MODELED GRAV-     979,335.1   (mgal)                       NAVD 88
 HK0022
 HK0022  VERT ORDER  -  FIRST     CLASS II
 HK0022
 HK0022.The horizontal coordinates were scaled from a topographic map and have
 HK0022.an estimated accuracy of +/- 6 seconds.
 HK0022
 HK0022.The orthometric height was determined by differential leveling
 HK0022.and adjusted by the National Geodetic Survey in June 1991..
 HK0022
 HK0022.The geoid height was determined by GEOID03.
 HK0022
 HK0022.The dynamic height is computed by dividing the NAVD 88
 HK0022.geopotential number by the normal gravity value computed on the
 HK0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0022.degrees latitude (g = 980.6199 gals.).
 HK0022
 HK0022.The modeled gravity was interpolated from observed gravity values.
 HK0022
 HK0022;                    North         East    Units  Estimated Accuracy
 HK0022;SPC CO S     -   362,400.    1,003,300.      MT  (+/- 180 meters Scaled)
 HK0022
 HK0022                          SUPERSEDED SURVEY CONTROL
 HK0022
 HK0022  NGVD 29 (??/??/92) 1821.586  (m)         5976.32   (f) ADJ UNCH    1 2
 HK0022
 HK0022.Superseded values are not recommended for survey control.
 HK0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0022.See file dsdata.txt to determine how the superseded data were derived.
 HK0022
 HK0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB444151(NAD 83)
 HK0022_MARKER: DB = BENCH MARK DISK
 HK0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0022_STAMPING: 5976.320 G 21 1929
 HK0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0022+STABILITY: SURFACE MOTION
 HK0022
 HK0022  HISTORY     - Date     Condition        Report By
 HK0022  HISTORY     - 1929     MONUMENTED       CGS
 HK0022  HISTORY     - 1971     MARK NOT FOUND   USGS
 HK0022
 HK0022                          STATION DESCRIPTION
 HK0022
 HK0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 HK0022'1.4 MI N FROM TRINIDAD.
 HK0022'1.4 MILES NORTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 HK0022'THE STATION AT TRINIDAD, LAS ANIMAS COUNTY, 60 YARDS SOUTH OF THE
 HK0022'CROSSING OF THE COLORADO AND SOUTHERN RAILWAY, 61 FEET SOUTH OF THE
 HK0022'CENTER OF THE CONCRETE BASE OF A SEMAPHORE, 38 FEET WEST OF THE
 HK0022'CENTERLINE OF THE WEST TRACK, 53 FEET EAST OF THE CENTERLINE OF A
 HK0022'DIRT ROAD PARALLELING THE TRACKS, 11 FEET SOUTH OF THE SOUTH END
 HK0022'OF WOODEN BRIDGE 635 C OVER AN IRRIGATION DITCH, AND ON THE EAST SIDE
 HK0022'OF THE DIRT ENBANKMENT OF A SMALL DITCH. A STANDARD DISK, STAMPED
 HK0022'5976.320 G 21 1929 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HK0022'1 INCH ABOVE GROUND.
 HK0022
 HK0022                          STATION RECOVERY (1971)
 HK0022
 HK0022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HK0022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0059 ***********************************************************************
 LK0059  DESIGNATION -  G 213
 LK0059  PID         -  LK0059
 LK0059  STATE/COUNTY-  CO/PHILLIPS
 LK0059  USGS QUAD   -  AMHERST SE (1971)
 LK0059
 LK0059                         *CURRENT SURVEY CONTROL
 LK0059  ___________________________________________________________________
 LK0059* NAD 83(1986)-  40 35 04.     (N)    102 03 06.     (W)     SCALED    
 LK0059* NAVD 88     -      1090.081  (meters)    3576.37   (feet)  ADJUSTED  
 LK0059  ___________________________________________________________________
 LK0059  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 LK0059  DYNAMIC HT  -        1089.313 (meters)    3573.85  (feet)  COMP
 LK0059  MODELED GRAV-     979,883.2   (mgal)                       NAVD 88
 LK0059
 LK0059  VERT ORDER  -  SECOND    CLASS 0
 LK0059
 LK0059.The horizontal coordinates were scaled from a topographic map and have
 LK0059.an estimated accuracy of +/- 6 seconds.
 LK0059
 LK0059.The orthometric height was determined by differential leveling
 LK0059.and adjusted by the National Geodetic Survey in June 1991..
 LK0059
 LK0059.The geoid height was determined by GEOID03.
 LK0059
 LK0059.The dynamic height is computed by dividing the NAVD 88
 LK0059.geopotential number by the normal gravity value computed on the
 LK0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0059.degrees latitude (g = 980.6199 gals.).
 LK0059
 LK0059.The modeled gravity was interpolated from observed gravity values.
 LK0059
 LK0059;                    North         East    Units  Estimated Accuracy
 LK0059;SPC CO N     -   449,390.    1,206,260.      MT  (+/- 180 meters Scaled)
 LK0059
 LK0059                          SUPERSEDED SURVEY CONTROL
 LK0059
 LK0059  NGVD 29 (??/??/92) 1089.630  (m)         3574.89   (f) ADJ UNCH    2 0
 LK0059
 LK0059.Superseded values are not recommended for survey control.
 LK0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0059.See file dsdata.txt to determine how the superseded data were derived.
 LK0059
 LK0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE495968(NAD 83)
 LK0059_MARKER: DB = BENCH MARK DISK
 LK0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0059_STAMPING: G 213 1934
 LK0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0059+STABILITY: SURFACE MOTION
 LK0059
 LK0059  HISTORY     - Date     Condition        Report By
 LK0059  HISTORY     - 1934     MONUMENTED       CGS
 LK0059  HISTORY     - 1968     MARK NOT FOUND   NGS
 LK0059  HISTORY     - 19910517 MARK NOT FOUND   NGS
 LK0059
 LK0059                          STATION DESCRIPTION
 LK0059
 LK0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 LK0059'13.2 MI E FROM HOLYOKE.
 LK0059'13.2 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE COURTHOUSE IN HOLYOKE,
 LK0059'PHILLIPS COUNTY, AT THE COLORADO-NEBRASKA STATE LINE, AT THE A.M.
 LK0059'BEESON MAIL BOX, AND 60 FEET SOUTH OF THE CENTER OF THE HIGHWAY.
 LK0059'A STANDARD DISK, STAMPED, G 213 1934 AND SET IN THE TOP OF A CONCRETE
 LK0059'POST.
 LK0059
 LK0059                          STATION RECOVERY (1991)
 LK0059
 LK0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LK0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0134 ***********************************************************************
 HK0134  DESIGNATION -  G 22
 HK0134  PID         -  HK0134
 HK0134  STATE/COUNTY-  CO/HUERFANO
 HK0134  USGS QUAD   -  LASCAR (1970)
 HK0134
 HK0134                         *CURRENT SURVEY CONTROL
 HK0134  ___________________________________________________________________
 HK0134* NAD 83(1986)-  37 51 51.     (N)    104 42 59.     (W)     SCALED    
 HK0134* NAVD 88     -      1727.622  (meters)    5668.04   (feet)  ADJUSTED  
 HK0134  ___________________________________________________________________
 HK0134  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 HK0134  DYNAMIC HT  -        1725.682 (meters)    5661.68  (feet)  COMP
 HK0134  MODELED GRAV-     979,445.1   (mgal)                       NAVD 88
 HK0134
 HK0134  VERT ORDER  -  FIRST     CLASS II
 HK0134
 HK0134.The horizontal coordinates were scaled from a topographic map and have
 HK0134.an estimated accuracy of +/- 6 seconds.
 HK0134
 HK0134.The orthometric height was determined by differential leveling
 HK0134.and adjusted by the National Geodetic Survey in June 1991..
 HK0134
 HK0134.The geoid height was determined by GEOID03.
 HK0134
 HK0134.The dynamic height is computed by dividing the NAVD 88
 HK0134.geopotential number by the normal gravity value computed on the
 HK0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0134.degrees latitude (g = 980.6199 gals.).
 HK0134
 HK0134.The modeled gravity was interpolated from observed gravity values.
 HK0134
 HK0134;                    North         East    Units  Estimated Accuracy
 HK0134;SPC CO S     -   437,990.      983,350.      MT  (+/- 180 meters Scaled)
 HK0134
 HK0134                          SUPERSEDED SURVEY CONTROL
 HK0134
 HK0134  NGVD 29 (??/??/92) 1726.706  (m)         5665.03   (f) ADJ UNCH    1 2
 HK0134
 HK0134.Superseded values are not recommended for survey control.
 HK0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0134.See file dsdata.txt to determine how the superseded data were derived.
 HK0134
 HK0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB249907(NAD 83)
 HK0134_MARKER: DB = BENCH MARK DISK
 HK0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0134_STAMPING: 5665.035 G 22 1929
 HK0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0134+STABILITY: SURFACE MOTION
 HK0134
 HK0134  HISTORY     - Date     Condition        Report By
 HK0134  HISTORY     - 1929     MONUMENTED       CGS
 HK0134  HISTORY     - 1935     GOOD             NGS
 HK0134
 HK0134                          STATION DESCRIPTION
 HK0134
 HK0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HK0134'19.6 MI N FROM WALSENBURG.
 HK0134'19.6 MILES NORTH ALONG THE COLORADO AND SOUTHERN RAILWAY FROM THE
 HK0134'STATION AT WALSENBURG, HUERFANO COUNTY, 1.5 MILES SOUTH OF THE STATION
 HK0134'AT MUSTANG, 308 FEET NORTH OF MILEPOST 152, 88.5 FEET WEST OF THE
 HK0134'CENTERLINE OF THE WEST TRACK, IN A FENCE CORNER AT A JOG IN THE WEST
 HK0134'RIGHT-OF-WAY FENCE, 2.5 FEET EAST OF THE NORTH-AND-SOUTH FENCE,
 HK0134'2 FEET SOUTH OF THE   EAST-AND-WEST SECTION OF THE FENCE, AND LEVEL
 HK0134'WITH THE TRACK.  A STANDARD DISK, STAMPED 5665.035 G 22 1929 AND SET
 HK0134'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0194 ***********************************************************************
 KK0194  DESIGNATION -  G 23
 KK0194  PID         -  KK0194
 KK0194  STATE/COUNTY-  CO/DOUGLAS
 KK0194  USGS QUAD   -  CASTLE ROCK SOUTH (1994)
 KK0194
 KK0194                         *CURRENT SURVEY CONTROL
 KK0194  ___________________________________________________________________
 KK0194* NAD 83(1986)-  39 21 56.     (N)    104 51 30.     (W)     SCALED    
 KK0194* NAVD 88     -      1899.397  (meters)    6231.60   (feet)  POSTED    
 KK0194  ___________________________________________________________________
 KK0194  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 KK0194  DYNAMIC HT  -        1897.420 (meters)    6225.12  (feet)  COMP
 KK0194  MODELED GRAV-     979,516.7   (mgal)                       NAVD 88
 KK0194
 KK0194  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KK0194
 KK0194.The horizontal coordinates were scaled from a topographic map and have
 KK0194.an estimated accuracy of +/- 6 seconds.
 KK0194
 KK0194.The orthometric height was determined by differential leveling
 KK0194.and adjusted by the National Geodetic Survey in 1992..
 KK0194.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KK0194.rate of 2.1 thru 3.0 mm/km.
 KK0194
 KK0194.The geoid height was determined by GEOID03.
 KK0194
 KK0194.The dynamic height is computed by dividing the NAVD 88
 KK0194.geopotential number by the normal gravity value computed on the
 KK0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0194.degrees latitude (g = 980.6199 gals.).
 KK0194
 KK0194.The modeled gravity was interpolated from observed gravity values.
 KK0194
 KK0194;                    North         East    Units  Estimated Accuracy
 KK0194;SPC CO C     -   475,090.      969,700.      MT  (+/- 180 meters Scaled)
 KK0194
 KK0194                          SUPERSEDED SURVEY CONTROL
 KK0194
 KK0194  NGVD 29 (??/??/92) 1898.354  (m)         6228.18   (f) ADJ UNCH    1 2
 KK0194
 KK0194.Superseded values are not recommended for survey control.
 KK0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0194.See file dsdata.txt to determine how the superseded data were derived.
 KK0194
 KK0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED122573(NAD 83)
 KK0194_MARKER: DB = BENCH MARK DISK
 KK0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0194_SP_SET: CONCRETE POST
 KK0194_STAMPING: G 23 1929
 KK0194_MARK LOGO: CGS   
 KK0194_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0194+STABILITY: SURFACE MOTION
 KK0194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0194+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2006
 KK0194
 KK0194  HISTORY     - Date     Condition        Report By
 KK0194  HISTORY     - 1929     MONUMENTED       CGS
 KK0194  HISTORY     - 1954     GOOD             NGS
 KK0194  HISTORY     - 19910405 GOOD             USGS
 KK0194  HISTORY     - 20060413 GOOD             GEOCAC
 KK0194
 KK0194                          STATION DESCRIPTION
 KK0194
 KK0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 KK0194'0.5 MI S FROM CASTLE ROCK.
 KK0194'0.5 MILE SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KK0194'THE STATION AT CASTLE ROCK, DOUGLAS COUNTY, 140 FEET SOUTH OF
 KK0194'MILEPOST D 33, 230 FEET NORTH OF A PRIVATE-ROAD CROSSING AT BRISCO
 KK0194'RANCH, 100 FEET WEST OF THE CENTER LINE OF THE TRACK, 1.5 FEET
 KK0194'EAST OF THE WEST RIGHT-OF-WAY FENCE, AND ABOUT 2 FEET HIGHER THAN
 KK0194'THE TRACK.  A STANDARD DISK, STAMPED G 23 1929 AND SET IN THE TOP
 KK0194'OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 KK0194
 KK0194                          STATION RECOVERY (1954)
 KK0194
 KK0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 KK0194'RECOVERED IN GOOD CONDITION.
 KK0194
 KK0194                          STATION RECOVERY (1991)
 KK0194
 KK0194'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 KK0194'0.5 MI (0.80 KM) SOUTH ALONG DENVER AND RIO GRANDE RAILROAD FROM THE
 KK0194'OLD STATION AT CASTLE ROCK, 23 FT (7.01 M) NORTHEAST AND 4 FT (1.22
 KK0194'M) SOUTHEAST FROM CHAIN LINK FENCE OF LUMBER YARD.  99 FT (30.18 M)
 KK0194'WEST OF CENTER LINE OF RAILROAD.  155 FT (47.24 M) NORTH ALONG TRACK
 KK0194'FROM SIGNAL.  716 FT (218.24 M) NORTH FROM NORTH SIDE OF EAST BOUND
 KK0194'LANE OF OVERPASS (WEST BOUND LANE NOT COMPLETED).
 KK0194
 KK0194                          STATION RECOVERY (2006)
 KK0194
 KK0194'RECOVERY NOTE BY GEOCACHING 2006
 KK0194'RECOVERED 3 INCH ALUMINUM DISC IN CONCRETE MARKED AS FOLLOWS
 KK0194' 
 KK0194'G23
 KK0194'1929
 KK0194'U.S. COAST AND GEODETIC SURVEY BENCH MARK
 KK0194'ELEV. (BLANK) FEET ABOVE MEAN SEA LEVEL
 KK0194'250 FINE OR INPRISONMENT FOR DISTURBING THIS MARK
 KK0194' 
 KK0194'I HAVE A HIGH RESOLUTION PHOTO OF THIS IF NEEDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0303 ***********************************************************************
 JK0303  DESIGNATION -  G 255
 JK0303  PID         -  JK0303
 JK0303  STATE/COUNTY-  CO/FREMONT
 JK0303  USGS QUAD   -  MOUNT PITTSBURG (1994)
 JK0303
 JK0303                         *CURRENT SURVEY CONTROL
 JK0303  ___________________________________________________________________
 JK0303* NAD 83(1986)-  38 31 13.     (N)    104 58 01.     (W)     SCALED    
 JK0303* NAVD 88     -      1847.716  (meters)    6062.05   (feet)  ADJUSTED  
 JK0303  ___________________________________________________________________
 JK0303  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 JK0303  DYNAMIC HT  -        1845.686 (meters)    6055.39  (feet)  COMP
 JK0303  MODELED GRAV-     979,464.5   (mgal)                       NAVD 88
 JK0303
 JK0303  VERT ORDER  -  SECOND    CLASS 0
 JK0303
 JK0303.The horizontal coordinates were scaled from a topographic map and have
 JK0303.an estimated accuracy of +/- 6 seconds.
 JK0303
 JK0303.The orthometric height was determined by differential leveling
 JK0303.and adjusted by the National Geodetic Survey in June 1991..
 JK0303
 JK0303.The geoid height was determined by GEOID03.
 JK0303
 JK0303.The dynamic height is computed by dividing the NAVD 88
 JK0303.geopotential number by the normal gravity value computed on the
 JK0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0303.degrees latitude (g = 980.6199 gals.).
 JK0303
 JK0303.The modeled gravity was interpolated from observed gravity values.
 JK0303
 JK0303;                    North         East    Units  Estimated Accuracy
 JK0303;SPC CO C     -   381,190.      960,890.      MT  (+/- 180 meters Scaled)
 JK0303
 JK0303                          SUPERSEDED SURVEY CONTROL
 JK0303
 JK0303  NGVD 29 (??/??/92) 1846.699  (m)         6058.71   (f) ADJ UNCH    2 0
 JK0303
 JK0303.Superseded values are not recommended for survey control.
 JK0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0303.See file dsdata.txt to determine how the superseded data were derived.
 JK0303
 JK0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC028635(NAD 83)
 JK0303_MARKER: DB = BENCH MARK DISK
 JK0303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JK0303_SP_SET: CULVERT
 JK0303_STAMPING: G 255 1938
 JK0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK0303
 JK0303  HISTORY     - Date     Condition        Report By
 JK0303  HISTORY     - 1938     MONUMENTED       CGS
 JK0303  HISTORY     - 1984     MARK NOT FOUND   NGS
 JK0303
 JK0303                          STATION DESCRIPTION
 JK0303
 JK0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JK0303'7 MI NE FROM PENROSE.
 JK0303'7.0 MILES NORTHEAST ALONG STATE HIGHWAY 115 FROM THE JUNCTION WITH
 JK0303'STATE HIGHWAY 120 AT PENROSE, 200 FEET FROM A SHARP CURVE IN A ROW OF
 JK0303'POLES, AND IN THE TOP OF THE EAST HEADWALL OF A LARGE CONCRETE
 JK0303'CULVERT.  A STANDARD DISK, STAMPED G 255 1938.
 JK0303
 JK0303                          STATION RECOVERY (1984)
 JK0303
 JK0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0303'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0312 ***********************************************************************
 JJ0312  DESIGNATION -  G 256
 JJ0312  PID         -  JJ0312
 JJ0312  STATE/COUNTY-  CO/CHEYENNE
 JJ0312  USGS QUAD   -  WILD HORSE (1978)
 JJ0312
 JJ0312                         *CURRENT SURVEY CONTROL
 JJ0312  ___________________________________________________________________
 JJ0312* NAD 83(1986)-  38 50 23.     (N)    103 05 36.     (W)     SCALED    
 JJ0312* NAVD 88     -      1383.920  (meters)    4540.41   (feet)  ADJUSTED  
 JJ0312  ___________________________________________________________________
 JJ0312  GEOID HEIGHT-         -22.08  (meters)                     GEOID03
 JJ0312  DYNAMIC HT  -        1382.582 (meters)    4536.02  (feet)  COMP
 JJ0312  MODELED GRAV-     979,613.4   (mgal)                       NAVD 88
 JJ0312
 JJ0312  VERT ORDER  -  FIRST     CLASS II
 JJ0312
 JJ0312.The horizontal coordinates were scaled from a topographic map and have
 JJ0312.an estimated accuracy of +/- 6 seconds.
 JJ0312
 JJ0312.The orthometric height was determined by differential leveling
 JJ0312.and adjusted by the National Geodetic Survey in June 1991..
 JJ0312
 JJ0312.The geoid height was determined by GEOID03.
 JJ0312
 JJ0312.The dynamic height is computed by dividing the NAVD 88
 JJ0312.geopotential number by the normal gravity value computed on the
 JJ0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0312.degrees latitude (g = 980.6199 gals.).
 JJ0312
 JJ0312.The modeled gravity was interpolated from observed gravity values.
 JJ0312
 JJ0312;                    North         East    Units  Estimated Accuracy
 JJ0312;SPC CO C     -   419,280.    1,123,320.      MT  (+/- 180 meters Scaled)
 JJ0312
 JJ0312                          SUPERSEDED SURVEY CONTROL
 JJ0312
 JJ0312  NGVD 29 (??/??/92) 1383.266  (m)         4538.27   (f) ADJ UNCH    1 2
 JJ0312
 JJ0312.Superseded values are not recommended for survey control.
 JJ0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0312.See file dsdata.txt to determine how the superseded data were derived.
 JJ0312
 JJ0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD654007(NAD 83)
 JJ0312_MARKER: DB = BENCH MARK DISK
 JJ0312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0312_SP_SET: CULVERT
 JJ0312_STAMPING: G 256 1938
 JJ0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0312
 JJ0312  HISTORY     - Date     Condition        Report By
 JJ0312  HISTORY     - 1938     MONUMENTED       CGS
 JJ0312
 JJ0312                          STATION DESCRIPTION
 JJ0312
 JJ0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JJ0312'2.5 MI SE FROM AROYA.
 JJ0312'2.5 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JJ0312'STATION AT AROYA, CHEYENNE COUNTY, 4 POLES WEST OF MILEPOST 505,
 JJ0312'ABOUT 200 FEET SOUTH OF OLD U.S. HIGHWAY 40 S, NORTH OF THE TRACK,
 JJ0312'AND IN THE TOP OF CONCRETE CULVERT 505.10.  A STANDARD DISK,
 JJ0312'STAMPED G 256 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0218 ***********************************************************************
 KJ0218  DESIGNATION -  G 257
 KJ0218  PID         -  KJ0218
 KJ0218  STATE/COUNTY-  CO/LINCOLN
 KJ0218  USGS QUAD   -  BARRON CREEK (1979)
 KJ0218
 KJ0218                         *CURRENT SURVEY CONTROL
 KJ0218  ___________________________________________________________________
 KJ0218* NAD 83(1986)-  39 12 02.     (N)    103 35 46.     (W)     SCALED    
 KJ0218* NAVD 88     -      1598.915  (meters)    5245.77   (feet)  ADJUSTED  
 KJ0218  ___________________________________________________________________
 KJ0218  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 KJ0218  DYNAMIC HT  -        1597.368 (meters)    5240.70  (feet)  COMP
 KJ0218  MODELED GRAV-     979,603.5   (mgal)                       NAVD 88
 KJ0218
 KJ0218  VERT ORDER  -  FIRST     CLASS II
 KJ0218
 KJ0218.The horizontal coordinates were scaled from a topographic map and have
 KJ0218.an estimated accuracy of +/- 6 seconds.
 KJ0218
 KJ0218.The orthometric height was determined by differential leveling
 KJ0218.and adjusted by the National Geodetic Survey in June 1991..
 KJ0218
 KJ0218.The geoid height was determined by GEOID03.
 KJ0218
 KJ0218.The dynamic height is computed by dividing the NAVD 88
 KJ0218.geopotential number by the normal gravity value computed on the
 KJ0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0218.degrees latitude (g = 980.6199 gals.).
 KJ0218
 KJ0218.The modeled gravity was interpolated from observed gravity values.
 KJ0218
 KJ0218;                    North         East    Units  Estimated Accuracy
 KJ0218;SPC CO C     -   458,300.    1,078,840.      MT  (+/- 180 meters Scaled)
 KJ0218
 KJ0218                          SUPERSEDED SURVEY CONTROL
 KJ0218
 KJ0218  NGVD 29 (??/??/92) 1598.125  (m)         5243.18   (f) ADJ UNCH    1 2
 KJ0218
 KJ0218.Superseded values are not recommended for survey control.
 KJ0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0218.See file dsdata.txt to determine how the superseded data were derived.
 KJ0218
 KJ0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD212399(NAD 83)
 KJ0218_MARKER: DB = BENCH MARK DISK
 KJ0218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KJ0218_SP_SET: CULVERT
 KJ0218_STAMPING: G 257 1938
 KJ0218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KJ0218
 KJ0218  HISTORY     - Date     Condition        Report By
 KJ0218  HISTORY     - 1938     MONUMENTED       CGS
 KJ0218
 KJ0218                          STATION DESCRIPTION
 KJ0218
 KJ0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KJ0218'7.1 MI SE FROM LIMON.
 KJ0218'7.1 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KJ0218'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION AT LIMON, LINCOLN
 KJ0218'COUNTY, 11 POLES EAST OF MILEPOST 544, AT CONCRETE CULVERT 543.80,
 KJ0218'AND IN THE TOP OF THE EAST END OF THE NORTH HEADWALL.  A STANDARD
 KJ0218'DISK, STAMPED G 257 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0250 ***********************************************************************
 KJ0250  DESIGNATION -  G 258
 KJ0250  PID         -  KJ0250
 KJ0250  STATE/COUNTY-  CO/ELBERT
 KJ0250  USGS QUAD   -  AGATE (1970)
 KJ0250
 KJ0250                         *CURRENT SURVEY CONTROL
 KJ0250  ___________________________________________________________________
 KJ0250* NAD 83(1986)-  39 29 50.     (N)    103 58 03.     (W)     SCALED    
 KJ0250* NAVD 88     -      1631.028  (meters)    5351.13   (feet)  ADJUSTED  
 KJ0250  ___________________________________________________________________
 KJ0250  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 KJ0250  DYNAMIC HT  -        1629.492 (meters)    5346.09  (feet)  COMP
 KJ0250  MODELED GRAV-     979,627.1   (mgal)                       NAVD 88
 KJ0250
 KJ0250  VERT ORDER  -  FIRST     CLASS II
 KJ0250
 KJ0250.The horizontal coordinates were scaled from a topographic map and have
 KJ0250.an estimated accuracy of +/- 6 seconds.
 KJ0250
 KJ0250.The orthometric height was determined by differential leveling
 KJ0250.and adjusted by the National Geodetic Survey in June 1991..
 KJ0250
 KJ0250.The geoid height was determined by GEOID03.
 KJ0250
 KJ0250.The dynamic height is computed by dividing the NAVD 88
 KJ0250.geopotential number by the normal gravity value computed on the
 KJ0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0250.degrees latitude (g = 980.6199 gals.).
 KJ0250
 KJ0250.The modeled gravity was interpolated from observed gravity values.
 KJ0250
 KJ0250;                    North         East    Units  Estimated Accuracy
 KJ0250;SPC CO C     -   490,620.    1,046,210.      MT  (+/- 180 meters Scaled)
 KJ0250
 KJ0250                          SUPERSEDED SURVEY CONTROL
 KJ0250
 KJ0250  NGVD 29 (??/??/92) 1630.191  (m)         5348.39   (f) ADJ UNCH    1 2
 KJ0250
 KJ0250.Superseded values are not recommended for survey control.
 KJ0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0250.See file dsdata.txt to determine how the superseded data were derived.
 KJ0250
 KJ0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED887724(NAD 83)
 KJ0250_MARKER: DB = BENCH MARK DISK
 KJ0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0250_STAMPING: G 258 1938
 KJ0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0250+STABILITY: SURFACE MOTION
 KJ0250
 KJ0250  HISTORY     - Date     Condition        Report By
 KJ0250  HISTORY     - 1938     MONUMENTED       CGS
 KJ0250
 KJ0250                          STATION DESCRIPTION
 KJ0250
 KJ0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KJ0250'2.8 MI NW FROM AGATE.
 KJ0250'2.8 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KJ0250'STATION AT AGATE, ELBERT COUNTY, 30 FEET WEST OF THE SECOND POLE
 KJ0250'WEST OF MILEPOST 575, ABOUT 100 YARDS SOUTH OF U.S. HIGHWAY 40, 80
 KJ0250'FEET NORTH OF THE TRACK, AND IN LINE WITH A ROW OF POLES.  A
 KJ0250'STANDARD DISK, STAMPED G 258 1938 AND SET IN THE TOP OF A
 KJ0250'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0045 ***********************************************************************
 JJ0045  DESIGNATION -  G 26
 JJ0045  PID         -  JJ0045
 JJ0045  STATE/COUNTY-  CO/CHEYENNE
 JJ0045  USGS QUAD   -  CHEYENNE WELLS (1982)
 JJ0045
 JJ0045                         *CURRENT SURVEY CONTROL
 JJ0045  ___________________________________________________________________
 JJ0045* NAD 83(1986)-  38 49 08.     (N)    102 20 54.     (W)     SCALED    
 JJ0045* NAVD 88     -      1304.511  (meters)    4279.88   (feet)  ADJUSTED  
 JJ0045  ___________________________________________________________________
 JJ0045  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 JJ0045  DYNAMIC HT  -        1303.316 (meters)    4275.96  (feet)  COMP
 JJ0045  MODELED GRAV-     979,665.9   (mgal)                       NAVD 88
 JJ0045
 JJ0045  VERT ORDER  -  FIRST     CLASS II
 JJ0045
 JJ0045.The horizontal coordinates were scaled from a topographic map and have
 JJ0045.an estimated accuracy of +/- 6 seconds.
 JJ0045
 JJ0045.The orthometric height was determined by differential leveling
 JJ0045.and adjusted by the National Geodetic Survey in June 1991..
 JJ0045
 JJ0045.The geoid height was determined by GEOID03.
 JJ0045
 JJ0045.The dynamic height is computed by dividing the NAVD 88
 JJ0045.geopotential number by the normal gravity value computed on the
 JJ0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0045.degrees latitude (g = 980.6199 gals.).
 JJ0045
 JJ0045.The modeled gravity was interpolated from observed gravity values.
 JJ0045
 JJ0045;                    North         East    Units  Estimated Accuracy
 JJ0045;SPC CO C     -   418,950.    1,188,050.      MT  (+/- 180 meters Scaled)
 JJ0045
 JJ0045                          SUPERSEDED SURVEY CONTROL
 JJ0045
 JJ0045  NGVD 29 (??/??/92) 1303.988  (m)         4278.17   (f) ADJ UNCH    1 2
 JJ0045
 JJ0045.Superseded values are not recommended for survey control.
 JJ0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0045.See file dsdata.txt to determine how the superseded data were derived.
 JJ0045
 JJ0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD302000(NAD 83)
 JJ0045_MARKER: DB = BENCH MARK DISK
 JJ0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0045_STAMPING: G 26 1929
 JJ0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0045+STABILITY: SURFACE MOTION
 JJ0045
 JJ0045  HISTORY     - Date     Condition        Report By
 JJ0045  HISTORY     - 1929     MONUMENTED       CGS
 JJ0045  HISTORY     - 1952     GOOD             NGS
 JJ0045
 JJ0045                          STATION DESCRIPTION
 JJ0045
 JJ0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JJ0045'AT CHEYENNE WELLS.
 JJ0045'AT CHEYENNE WELLS 170.5 FEET NORTHWEST OF THE NORTHWEST CORNER
 JJ0045'OF THE UNION PACIFIC RAILROAD STATION, 162 FEET SOUTHEAST OF THE
 JJ0045'SOUTHEAST STEEL LEG OF THE RAILROAD WATER TANK, 108 FEET NORTH OF
 JJ0045'THE NORTH RAIL OF THE MAIN TRACK, 49.3 FEET NORTH OF THE NORTH RAIL
 JJ0045'OF A SIDE TRACK, 42.8 FEET NORTHWEST OF A TELEPHONE POLE, 1.3 FEET
 JJ0045'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 JJ0045'PROJECTS 0.3 FOOT ABOVE THE GROUND.  THIS MARK WAS NOT LEVELED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0392 ***********************************************************************
 KK0392  DESIGNATION -  G 260
 KK0392  PID         -  KK0392
 KK0392  STATE/COUNTY-  CO/ADAMS
 KK0392  USGS QUAD   -  COMMERCE CITY (1994)
 KK0392
 KK0392                         *CURRENT SURVEY CONTROL
 KK0392  ___________________________________________________________________
 KK0392* NAD 83(1986)-  39 51 22.     (N)    104 54 07.     (W)     SCALED    
 KK0392* NAVD 88     -      1559.485  (meters)    5116.41   (feet)  POSTED    
 KK0392  ___________________________________________________________________
 KK0392  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 KK0392  DYNAMIC HT  -        1558.040 (meters)    5111.67  (feet)  COMP
 KK0392  MODELED GRAV-     979,645.5   (mgal)                       NAVD 88
 KK0392
 KK0392  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0392
 KK0392.The horizontal coordinates were scaled from a topographic map and have
 KK0392.an estimated accuracy of +/- 6 seconds.
 KK0392
 KK0392.The orthometric height was determined by differential leveling
 KK0392.and adjusted by the National Geodetic Survey in 1992..
 KK0392.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0392.rate of 1.1 thru 2.0 mm/km.
 KK0392
 KK0392.The geoid height was determined by GEOID03.
 KK0392
 KK0392.The dynamic height is computed by dividing the NAVD 88
 KK0392.geopotential number by the normal gravity value computed on the
 KK0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0392.degrees latitude (g = 980.6199 gals.).
 KK0392
 KK0392.The modeled gravity was interpolated from observed gravity values.
 KK0392
 KK0392;                    North         East    Units  Estimated Accuracy
 KK0392;SPC CO N     -   363,020.      965,580.      MT  (+/- 180 meters Scaled)
 KK0392
 KK0392                          SUPERSEDED SURVEY CONTROL
 KK0392
 KK0392  NGVD 29 (??/??/92) 1558.602  (m)         5113.51   (f) ADJ UNCH    1 2
 KK0392
 KK0392.Superseded values are not recommended for survey control.
 KK0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0392.See file dsdata.txt to determine how the superseded data were derived.
 KK0392
 KK0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE083117(NAD 83)
 KK0392_MARKER: DB = BENCH MARK DISK
 KK0392_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0392_SP_SET: CULVERT
 KK0392_STAMPING: G 260 1938
 KK0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0392
 KK0392  HISTORY     - Date     Condition        Report By
 KK0392  HISTORY     - 1938     MONUMENTED       CGS
 KK0392  HISTORY     - 1956     GOOD             NGS
 KK0392  HISTORY     - 1964     POOR             USGS
 KK0392  HISTORY     - 1977     GOOD             NGS
 KK0392  HISTORY     - 1983     MARK NOT FOUND   NGS
 KK0392
 KK0392                          STATION DESCRIPTION
 KK0392
 KK0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KK0392'8.9 MI NE FROM DENVER.
 KK0392'8.9 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KK0392'UNION STATION AT DENVER, AT A GRAVELED ROAD CROSSING, 3 POLES SOUTH
 KK0392'OF MILEPOST 9, 9.2 FEET WEST OF THE WEST RAIL, 2 FEET BELOW THE TOP
 KK0392'OF THE RAILS, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 KK0392'HEADWALL OF A PIPE CULVERT, IN THE SOUTHWEST 1/4 OF SECTION 21,
 KK0392'TOWNSHIP 2 SOUTH, RANGE 67 WEST.
 KK0392
 KK0392                          STATION RECOVERY (1964)
 KK0392
 KK0392'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 KK0392'MARK RECOVERED IN POOR CONDITION.
 KK0392
 KK0392                          STATION RECOVERY (1977)
 KK0392
 KK0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KK0392'RECOVERED IN GOOD CONDITION.
 KK0392
 KK0392                          STATION RECOVERY (1983)
 KK0392
 KK0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0392'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0196 ***********************************************************************
 LL0196  DESIGNATION -  G 261
 LL0196  PID         -  LL0196
 LL0196  STATE/COUNTY-  CO/WELD
 LL0196  USGS QUAD   -  MILLIKEN (1969)
 LL0196
 LL0196                         *CURRENT SURVEY CONTROL
 LL0196  ___________________________________________________________________
 LL0196* NAD 83(1986)-  40 16 40.     (N)    104 46 51.     (W)     SCALED    
 LL0196* NAVD 88     -      1449.625  (meters)    4755.98   (feet)  ADJUSTED  
 LL0196  ___________________________________________________________________
 LL0196  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 LL0196  DYNAMIC HT  -        1448.354 (meters)    4751.81  (feet)  COMP
 LL0196  MODELED GRAV-     979,699.1   (mgal)                       NAVD 88
 LL0196
 LL0196  VERT ORDER  -  FIRST     CLASS II
 LL0196
 LL0196.The horizontal coordinates were scaled from a topographic map and have
 LL0196.an estimated accuracy of +/- 6 seconds.
 LL0196
 LL0196.The orthometric height was determined by differential leveling
 LL0196.and adjusted by the National Geodetic Survey in June 1991..
 LL0196
 LL0196.The geoid height was determined by GEOID03.
 LL0196
 LL0196.The dynamic height is computed by dividing the NAVD 88
 LL0196.geopotential number by the normal gravity value computed on the
 LL0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0196.degrees latitude (g = 980.6199 gals.).
 LL0196
 LL0196.The modeled gravity was interpolated from observed gravity values.
 LL0196
 LL0196;                    North         East    Units  Estimated Accuracy
 LL0196;SPC CO N     -   409,910.      975,560.      MT  (+/- 180 meters Scaled)
 LL0196
 LL0196                          SUPERSEDED SURVEY CONTROL
 LL0196
 LL0196  NGVD 29 (??/??/??) 1448.733  (m)         4753.05   (f) ADJUSTED    1 2
 LL0196
 LL0196.Superseded values are not recommended for survey control.
 LL0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0196.See file dsdata.txt to determine how the superseded data were derived.
 LL0196
 LL0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE186586(NAD 83)
 LL0196_MARKER: DB = BENCH MARK DISK
 LL0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0196_STAMPING: G 261 1939
 LL0196_MARK LOGO: CGS   
 LL0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0196+STABILITY: SURFACE MOTION
 LL0196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0196+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2005
 LL0196
 LL0196  HISTORY     - Date     Condition        Report By
 LL0196  HISTORY     - 1939     MONUMENTED       CGS
 LL0196  HISTORY     - 1956     GOOD             NGS
 LL0196  HISTORY     - 1983     GOOD             NGS
 LL0196  HISTORY     - 20050812 GOOD             USPSQD
 LL0196
 LL0196                          STATION DESCRIPTION
 LL0196
 LL0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0196'AT GILCREST.
 LL0196'AT GILCREST, 158.8 FEET SOUTHWEST OF THE SOUTH CORNER OF THE
 LL0196'UNION PACIFIC RAILROAD STATION, 42 FEET SOUTHEAST OF THE SOUTHEAST
 LL0196'RAIL OF THE MAIN TRACK, 12 FEET NORTHEAST OF A TELEPHONE POLE,
 LL0196'4.4 FEET NORTHWEST OF A FENCE, 1 FOOT SOUTHEAST OF A WITNESS
 LL0196'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 LL0196'FOOT ABOVE THE GROUND, IN SECTION 28, TOWNSHIP 4 NORTH, RANGE
 LL0196'66 WEST.
 LL0196
 LL0196                          STATION RECOVERY (1983)
 LL0196
 LL0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0196'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  9.9 KM
 LL0196'(6.15 MI) SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL0196'STATION IN LA SALLE.  DELETE 158.8 FEET SOUTHWEST OF THE SOUTH CORNER
 LL0196'OF THE UNION PACIFIC RAILROAD STATION.  ADD 57.6 METERS (189.0 FT)
 LL0196'SOUTHWEST OF MILEPOST 40.
 LL0196
 LL0196                          STATION RECOVERY (2005)
 LL0196
 LL0196'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 LL0196'FOUND AS DESCRIBED. ORANGE WITNESS POST IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0297 ***********************************************************************
 LL0297  DESIGNATION -  G 262
 LL0297  PID         -  LL0297
 LL0297  STATE/COUNTY-  CO/WELD
 LL0297  USGS QUAD   -  NUNN (1975)
 LL0297
 LL0297                         *CURRENT SURVEY CONTROL
 LL0297  ___________________________________________________________________
 LL0297* NAD 83(1986)-  40 40 06.     (N)    104 45 52.     (W)     SCALED    
 LL0297* NAVD 88     -      1558.845  (meters)    5114.31   (feet)  ADJUSTED  
 LL0297  ___________________________________________________________________
 LL0297  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 LL0297  DYNAMIC HT  -        1557.542 (meters)    5110.04  (feet)  COMP
 LL0297  MODELED GRAV-     979,734.0   (mgal)                       NAVD 88
 LL0297
 LL0297  VERT ORDER  -  FIRST     CLASS II
 LL0297
 LL0297.The horizontal coordinates were scaled from a topographic map and have
 LL0297.an estimated accuracy of +/- 6 seconds.
 LL0297
 LL0297.The orthometric height was determined by differential leveling
 LL0297.and adjusted by the National Geodetic Survey in June 1991..
 LL0297.WARNING-Repeat measurements at this control monument indicate possible
 LL0297.vertical movement.
 LL0297
 LL0297.The geoid height was determined by GEOID03.
 LL0297
 LL0297.The dynamic height is computed by dividing the NAVD 88
 LL0297.geopotential number by the normal gravity value computed on the
 LL0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0297.degrees latitude (g = 980.6199 gals.).
 LL0297
 LL0297.The modeled gravity was interpolated from observed gravity values.
 LL0297
 LL0297;                    North         East    Units  Estimated Accuracy
 LL0297;SPC CO N     -   453,290.      976,600.      MT  (+/- 180 meters Scaled)
 LL0297
 LL0297                          SUPERSEDED SURVEY CONTROL
 LL0297
 LL0297  NGVD 29 (06/08/92) 1557.964  (m)         5111.42   (f) ADJUSTED    1 2
 LL0297
 LL0297.Superseded values are not recommended for survey control.
 LL0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0297.See file dsdata.txt to determine how the superseded data were derived.
 LL0297
 LL0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF199019(NAD 83)
 LL0297_MARKER: DB = BENCH MARK DISK
 LL0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0297_STAMPING: G 262 1939
 LL0297_MARK LOGO: CGS   
 LL0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0297+STABILITY: SURFACE MOTION
 LL0297
 LL0297  HISTORY     - Date     Condition        Report By
 LL0297  HISTORY     - 1939     MONUMENTED       CGS
 LL0297  HISTORY     - 1956     GOOD             NGS
 LL0297  HISTORY     - 1983     GOOD             NGS
 LL0297
 LL0297                          STATION DESCRIPTION
 LL0297
 LL0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0297'2.4 MI NW FROM PIERCE.
 LL0297'2.35 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL0297'STATION AT PIERCE, AT A ROAD CROSSING, 96 FEET EAST OF THE 8TH POLE
 LL0297'NORTHWEST OF MILEPOST 69, 56 FEET NORTHWEST OF THE CENTER LINE OF
 LL0297'A DIRT ROAD, 45 FEET NORTHEAST OF THE NORTHEAST RAIL, 4 FEET WEST
 LL0297'OF A FENCE CORNER, 3.2 FEET SOUTHWEST OF A FENCE, 0.5 FOOT SOUTHWEST
 LL0297'OF A WITNESS POST, 1.0 MILE SOUTHEAST OF BENCH MARK H 262, SET
 LL0297'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, IN
 LL0297'SECTION 10, TOWNSHIP 8 NORTH, RANGE 66 WEST.
 LL0297
 LL0297                          STATION RECOVERY (1983)
 LL0297
 LL0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0297'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  27.8 KM
 LL0297'(17.25 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LL0297'IN GREELEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0334 ***********************************************************************
 LL0334  DESIGNATION -  G 263
 LL0334  PID         -  LL0334
 LL0334  STATE/COUNTY-  CO/WELD
 LL0334  USGS QUAD   -  CARR WEST (1975)
 LL0334
 LL0334                         *CURRENT SURVEY CONTROL
 LL0334  ___________________________________________________________________
 LL0334* NAD 83(1986)-  40 58 53.     (N)    104 53 16.     (W)     SCALED    
 LL0334* NAVD 88     -      1836.627  (meters)    6025.67   (feet)  ADJUSTED  
 LL0334  ___________________________________________________________________
 LL0334  GEOID HEIGHT-         -16.06  (meters)                     GEOID03
 LL0334  DYNAMIC HT  -        1835.005 (meters)    6020.35  (feet)  COMP
 LL0334  MODELED GRAV-     979,675.7   (mgal)                       NAVD 88
 LL0334
 LL0334  VERT ORDER  -  FIRST     CLASS II
 LL0334
 LL0334.The horizontal coordinates were scaled from a topographic map and have
 LL0334.an estimated accuracy of +/- 6 seconds.
 LL0334
 LL0334.The orthometric height was determined by differential leveling
 LL0334.and adjusted by the National Geodetic Survey in June 1991..
 LL0334
 LL0334.The geoid height was determined by GEOID03.
 LL0334
 LL0334.The dynamic height is computed by dividing the NAVD 88
 LL0334.geopotential number by the normal gravity value computed on the
 LL0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0334.degrees latitude (g = 980.6199 gals.).
 LL0334
 LL0334.The modeled gravity was interpolated from observed gravity values.
 LL0334
 LL0334;                    North         East    Units  Estimated Accuracy
 LL0334;SPC CO N     -   487,970.      965,930.      MT  (+/- 180 meters Scaled)
 LL0334
 LL0334                          SUPERSEDED SURVEY CONTROL
 LL0334
 LL0334  NGVD 29 (??/??/92) 1835.589  (m)         6022.26   (f) ADJ UNCH    1 2
 LL0334
 LL0334.Superseded values are not recommended for survey control.
 LL0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0334.See file dsdata.txt to determine how the superseded data were derived.
 LL0334
 LL0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF094366(NAD 83)
 LL0334_MARKER: DB = BENCH MARK DISK
 LL0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0334_STAMPING: G 263 1939
 LL0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0334+STABILITY: SURFACE MOTION
 LL0334
 LL0334  HISTORY     - Date     Condition        Report By
 LL0334  HISTORY     - 1939     MONUMENTED       CGS
 LL0334  HISTORY     - 1956     GOOD             NGS
 LL0334
 LL0334                          STATION DESCRIPTION
 LL0334
 LL0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0334'6.1 MI NW FROM CARR.
 LL0334'6.1 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL0334'STATION AT CARR, AT THE NORTH END OF A CUT, 41.7 FEET SOUTHWEST OF
 LL0334'THE 8TH POLE NORTH OF MILEPOST 92, 93 FEET WEST OF THE WEST RAIL,
 LL0334'5.2 FEET EAST OF A FENCE, 1 FOOT WEST OF A WITNESS POST, 6 FEET
 LL0334'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST
 LL0334'WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, IN THE NORTHWEST 1/4 OF
 LL0334'SECTION 27, TOWNSHIP 12 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2137 ***********************************************************************
 KK2137  DESIGNATION -  G 264 RESET
 KK2137  PID         -  KK2137
 KK2137  STATE/COUNTY-  CO/CLEAR CREEK
 KK2137  USGS QUAD   -  BERTHOUD PASS (1957)
 KK2137
 KK2137                         *CURRENT SURVEY CONTROL
 KK2137  ___________________________________________________________________
 KK2137* NAD 83(1986)-  39 47 35.     (N)    105 47 04.     (W)     SCALED    
 KK2137* NAVD 88     -      3395.84   (meters)   11141.2    (feet)  RESET     
 KK2137  ___________________________________________________________________
 KK2137  GEOID HEIGHT-         -12.38  (meters)                     GEOID03
 KK2137
 KK2137  VERT ORDER  -  THIRD
 KK2137
 KK2137.The horizontal coordinates were scaled from a topographic map and have
 KK2137.an estimated accuracy of +/- 6 seconds.
 KK2137
 KK2137.The orthometric height was computed from unverified reset data.
 KK2137.No vertical observational check was made to the station.
 KK2137
 KK2137.The geoid height was determined by GEOID03.
 KK2137
 KK2137;                    North         East    Units  Estimated Accuracy
 KK2137;SPC CO C     -   522,390.      890,040.      MT  (+/- 180 meters Scaled)
 KK2137
 KK2137                          SUPERSEDED SURVEY CONTROL
 KK2137
 KK2137  NGVD 29 (03/28/06) 3394.01   (m)        11135.2    (f) RESET       3  
 KK2137
 KK2137.Superseded values are not recommended for survey control.
 KK2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2137.See file dsdata.txt to determine how the superseded data were derived.
 KK2137
 KK2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE328050(NAD 83)
 KK2137_MARKER: DB = BENCH MARK DISK
 KK2137_SETTING: 80 = SET IN A BOULDER
 KK2137_SP_SET: BOULDER
 KK2137_STAMPING: G 264 RESET 1987
 KK2137_MARK LOGO: NGS   
 KK2137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK2137+STABILITY: SURFACE MOTION
 KK2137
 KK2137  HISTORY     - Date     Condition        Report By
 KK2137  HISTORY     - 1987     MONUMENTED       NGS
 KK2137
 KK2137                          STATION DESCRIPTION
 KK2137
 KK2137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 KK2137'18.6 KM (11.55 MI) SOUTH FROM WEST PORTAL.
 KK2137'18.6 KM (11.55 MI) SOUTH ALONG U.S. HIGHWAY 40 FROM THE WEST PORTAL OF
 KK2137'THE MOFFET TUNNEL AT WEST PORTAL, 28.2 M (92.5 FT) SOUTHEAST OF THE
 KK2137'OLD BENCH MARK, 22.0 M (72.2 FT) WEST OF THE CENTERLINE OF THE OLD
 KK2137'ROAD AND 20.3 M (66.6 FT) WEST FROM THE CENTERLINE OF THE NEW ROAD.
 KK2137'THE MARK IS 1.1 FT  S FROM  A WITNESS POST
 KK2137'THE MARK IS 5.5 FT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0618 ***********************************************************************
 KK0618  DESIGNATION -  G 265
 KK0618  PID         -  KK0618
 KK0618  STATE/COUNTY-  CO/JEFFERSON
 KK0618  USGS QUAD   -  ELDORADO SPRINGS (1994)
 KK0618
 KK0618                         *CURRENT SURVEY CONTROL
 KK0618  ___________________________________________________________________
 KK0618* NAD 83(1986)-  39 53 11.     (N)    105 16 26.     (W)     SCALED    
 KK0618* NAVD 88     -      2059.326  (meters)    6756.31   (feet)  ADJUSTED  
 KK0618  ___________________________________________________________________
 KK0618  GEOID HEIGHT-         -15.31  (meters)                     GEOID03
 KK0618  DYNAMIC HT  -        2057.211 (meters)    6749.37  (feet)  COMP
 KK0618  MODELED GRAV-     979,525.3   (mgal)                       NAVD 88
 KK0618
 KK0618  VERT ORDER  -  SECOND    CLASS 0
 KK0618
 KK0618.The horizontal coordinates were scaled from a topographic map and have
 KK0618.an estimated accuracy of +/- 6 seconds.
 KK0618
 KK0618.The orthometric height was determined by differential leveling
 KK0618.and adjusted by the National Geodetic Survey in June 1991..
 KK0618
 KK0618.The geoid height was determined by GEOID03.
 KK0618
 KK0618.The dynamic height is computed by dividing the NAVD 88
 KK0618.geopotential number by the normal gravity value computed on the
 KK0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0618.degrees latitude (g = 980.6199 gals.).
 KK0618
 KK0618.The modeled gravity was interpolated from observed gravity values.
 KK0618
 KK0618;                    North         East    Units  Estimated Accuracy
 KK0618;SPC CO C     -   532,740.      933,740.      MT  (+/- 180 meters Scaled)
 KK0618
 KK0618                          SUPERSEDED SURVEY CONTROL
 KK0618
 KK0618  NGVD 29 (??/??/92) 2058.127  (m)         6752.37   (f) ADJ UNCH    2 0
 KK0618
 KK0618.Superseded values are not recommended for survey control.
 KK0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0618.See file dsdata.txt to determine how the superseded data were derived.
 KK0618
 KK0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE765151(NAD 83)
 KK0618_MARKER: DB = BENCH MARK DISK
 KK0618_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0618_SP_SET: SEMAPHORE
 KK0618_STAMPING: G 265 1940
 KK0618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0618
 KK0618  HISTORY     - Date     Condition        Report By
 KK0618  HISTORY     - 1940     MONUMENTED       CGS
 KK0618  HISTORY     - 1952     GOOD             NGS
 KK0618  HISTORY     - 1982     GOOD             NGS
 KK0618  HISTORY     - 20050321 MARK NOT FOUND   INDIV
 KK0618
 KK0618                          STATION DESCRIPTION
 KK0618
 KK0618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KK0618'12.9 MI SE FROM PINE CLIFF.
 KK0618'IN JEFFERSON COUNTY, 12.9 MILES SOUTHEAST ALONG THE DENVER AND
 KK0618'SALT LAKE RAILWAY FROM THE STATION AT PINE CLIFF, BOULDER COUNTY,
 KK0618'180 FEET SOUTH OF MILEPOST 24, AT THE NORTH END OF A CUT, AT A
 KK0618'SEMAPHORE, IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE,
 KK0618'AND 10.6 FEET EAST OF THE CENTERLINE OF THE TRACK.  A STANDARD
 KK0618'DISK, STAMPED G 265 1940.
 KK0618
 KK0618                          STATION RECOVERY (1982)
 KK0618
 KK0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0618'RECOVERED IN GOOD CONDITION.
 KK0618
 KK0618                          STATION RECOVERY (2005)
 KK0618
 KK0618'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JSV)
 KK0618'MARK HAS BEEN DESTROYED. OLD SEMAPHORE HAS BEEN REPLACED BY NEW ONE.
 KK0618'FOUND OLD SEMAPHORE WITH BRASS DISK LYING AT BOTTOM OF EMBANKMENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2105 ***********************************************************************
 KK2105  DESIGNATION -  G 266 RESET
 KK2105  PID         -  KK2105
 KK2105  STATE/COUNTY-  CO/GILPIN
 KK2105  USGS QUAD   -  TUNGSTEN (1972)
 KK2105
 KK2105                         *CURRENT SURVEY CONTROL
 KK2105  ___________________________________________________________________
 KK2105* NAD 83(1986)-  39 54 08.     (N)    105 29 22.     (W)     SCALED    
 KK2105* NAVD 88     -      2656.78   (meters)    8716.5    (feet)  RESET     
 KK2105  ___________________________________________________________________
 KK2105  GEOID HEIGHT-         -13.44  (meters)                     GEOID03
 KK2105
 KK2105  VERT ORDER  -  THIRD
 KK2105
 KK2105.The horizontal coordinates were scaled from a topographic map and have
 KK2105.an estimated accuracy of +/- 6 seconds.
 KK2105
 KK2105.The orthometric height was computed from unverified reset data.
 KK2105.No vertical observational check was made to the station.
 KK2105
 KK2105.The geoid height was determined by GEOID03.
 KK2105
 KK2105;                    North         East    Units  Estimated Accuracy
 KK2105;SPC CO N     -   367,960.      915,300.      MT  (+/- 180 meters Scaled)
 KK2105
 KK2105                          SUPERSEDED SURVEY CONTROL
 KK2105
 KK2105  NGVD 29 (03/28/06) 2655.41   (m)         8712.0    (f) RESET       3  
 KK2105
 KK2105.Superseded values are not recommended for survey control.
 KK2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2105.See file dsdata.txt to determine how the superseded data were derived.
 KK2105
 KK2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE581170(NAD 83)
 KK2105_MARKER: DV = VERTICAL CONTROL DISK
 KK2105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK2105_SP_SET: CONCRETE POST
 KK2105_STAMPING: G 266 RESET 1990
 KK2105_MARK LOGO: NGS   
 KK2105_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK2105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK2105+STABILITY: SURFACE MOTION
 KK2105_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK2105+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2003
 KK2105
 KK2105  HISTORY     - Date     Condition        Report By
 KK2105  HISTORY     - 1990     MONUMENTED       NGS
 KK2105  HISTORY     - 20031008 GOOD             USPSQD
 KK2105
 KK2105                          STATION DESCRIPTION
 KK2105
 KK2105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 KK2105'1.8 MI (2.90 KM) SOUTH ALONG STATE HIGHWAY 119 FROM THE DENVER AND
 KK2105'SALT LAKE RAILWAY STATION AT ROLLINSVILLE, 19.5 M (63.98 FT)
 KK2105'NORTHWEST OF THE CENTER OF A PIPE CULVERT, 15.3 M (50.20 FT)
 KK2105'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 4.0 M (13.12 FT)
 KK2105'SOUTH-SOUTHEAST OF HIGHWAY STATION MARKER 640, 3.0 M (9.84 FT)
 KK2105'SOUTHWEST OF THE TOP OF THE ROAD CUT, 0.6 M (1.97 FT) NORTHWEST OF A
 KK2105'WITNESS POST AND 3.0 M (9.84 FT) ABOVE THE HIGHWAY.  IT IS 21.8 M
 KK2105'(71.52 FT) WEST-NORTHWEST FROM THE OLD BENCH MARK TO THE NEW BENCH
 KK2105'MARK.
 KK2105
 KK2105                          STATION RECOVERY (2003)
 KK2105
 KK2105'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 KK2105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0624 ***********************************************************************
 JK0624  DESIGNATION -  G 267
 JK0624  PID         -  JK0624
 JK0624  STATE/COUNTY-  CO/CUSTER
 JK0624  USGS QUAD   -  BECKWITH MOUNTAIN (1958)
 JK0624
 JK0624                         *CURRENT SURVEY CONTROL
 JK0624  ___________________________________________________________________
 JK0624* NAD 83(1986)-  38 12 55.     (N)    105 32 55.     (W)     SCALED    
 JK0624* NAVD 88     -      2378.473  (meters)    7803.37   (feet)  ADJUSTED  
 JK0624  ___________________________________________________________________
 JK0624  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 JK0624  DYNAMIC HT  -        2375.558 (meters)    7793.81  (feet)  COMP
 JK0624  MODELED GRAV-     979,317.4   (mgal)                       NAVD 88
 JK0624
 JK0624  VERT ORDER  -  SECOND    CLASS 0
 JK0624
 JK0624.The horizontal coordinates were scaled from a topographic map and have
 JK0624.an estimated accuracy of +/- 6 seconds.
 JK0624
 JK0624.The orthometric height was determined by differential leveling
 JK0624.and adjusted by the National Geodetic Survey in June 1991..
 JK0624
 JK0624.The geoid height was determined by GEOID03.
 JK0624
 JK0624.The dynamic height is computed by dividing the NAVD 88
 JK0624.geopotential number by the normal gravity value computed on the
 JK0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0624.degrees latitude (g = 980.6199 gals.).
 JK0624
 JK0624.The modeled gravity was interpolated from observed gravity values.
 JK0624
 JK0624;                    North         East    Units  Estimated Accuracy
 JK0624;SPC CO S     -   476,680.      910,150.      MT  (+/- 180 meters Scaled)
 JK0624
 JK0624                          SUPERSEDED SURVEY CONTROL
 JK0624
 JK0624  NGVD 29 (??/??/92) 2377.189  (m)         7799.16   (f) ADJ UNCH    2 0
 JK0624
 JK0624.Superseded values are not recommended for survey control.
 JK0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0624.See file dsdata.txt to determine how the superseded data were derived.
 JK0624
 JK0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC519298(NAD 83)
 JK0624_MARKER: DB = BENCH MARK DISK
 JK0624_SETTING: 66 = SET IN ROCK OUTCROP
 JK0624_SP_SET: OUTCROP
 JK0624_STAMPING: G 267 1941
 JK0624_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0624+STABILITY: POSITION/ELEVATION WELL
 JK0624
 JK0624  HISTORY     - Date     Condition        Report By
 JK0624  HISTORY     - 1941     MONUMENTED       CGS
 JK0624
 JK0624                          STATION DESCRIPTION
 JK0624
 JK0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JK0624'8.3 MI NW FROM WESTCLIFFE.
 JK0624'8.3 MILES NORTHWEST ALONG STATE HIGHWAY 69, FROM THE COUNTY
 JK0624'COURTHOUSE AT WESTCLIFFE, CUSTER COUNTY, 0.2 MILE SOUTHEAST OF
 JK0624'THE JUNCTION OF A ROAD LEADING WEST, 97.0 FEET NORTH OF A WOODEN
 JK0624'BRIDGE OVER A WASH, 57.0 FEET NORTHWEST OF THE EDGE OF THE WASH,
 JK0624'86.0 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 32.0 FEET
 JK0624'NORTHEAST OF A POLE, IN THE TOP OF THE SOUTH CORNER OF A GRANITE
 JK0624'OUTCROP PROJECTING 2.0 FEET ABOVE GROUND, AND ABOUT 2.5 FEET
 JK0624'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED G 267 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0282 ***********************************************************************
 JL0282  DESIGNATION -  G 268
 JL0282  PID         -  JL0282
 JL0282  STATE/COUNTY-  CO/GUNNISON
 JL0282  USGS QUAD   -  MT AXTELL (1973)
 JL0282
 JL0282                         *CURRENT SURVEY CONTROL
 JL0282  ___________________________________________________________________
 JL0282* NAD 83(1986)-  38 51 39.     (N)    107 06 45.     (W)     SCALED    
 JL0282* NAVD 88     -      2961.190  (meters)    9715.17   (feet)  ADJUSTED  
 JL0282  ___________________________________________________________________
 JL0282  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 JL0282  DYNAMIC HT  -        2957.191 (meters)    9702.05  (feet)  COMP
 JL0282  MODELED GRAV-     979,170.1   (mgal)                       NAVD 88
 JL0282
 JL0282  VERT ORDER  -  SECOND    CLASS 0
 JL0282
 JL0282.The horizontal coordinates were scaled from a topographic map and have
 JL0282.an estimated accuracy of +/- 6 seconds.
 JL0282
 JL0282.The orthometric height was determined by differential leveling
 JL0282.and adjusted by the National Geodetic Survey in June 1991..
 JL0282
 JL0282.The geoid height was determined by GEOID03.
 JL0282
 JL0282.The dynamic height is computed by dividing the NAVD 88
 JL0282.geopotential number by the normal gravity value computed on the
 JL0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0282.degrees latitude (g = 980.6199 gals.).
 JL0282
 JL0282.The modeled gravity was interpolated from observed gravity values.
 JL0282
 JL0282;                    North         East    Units  Estimated Accuracy
 JL0282;SPC CO C     -   420,100.      774,460.      MT  (+/- 180 meters Scaled)
 JL0282
 JL0282                          SUPERSEDED SURVEY CONTROL
 JL0282
 JL0282  NGVD 29 (??/??/92) 2959.303  (m)         9708.98   (f) ADJ UNCH    2 0
 JL0282
 JL0282.Superseded values are not recommended for survey control.
 JL0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0282.See file dsdata.txt to determine how the superseded data were derived.
 JL0282
 JL0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD167034(NAD 83)
 JL0282_MARKER: DB = BENCH MARK DISK
 JL0282_SETTING: 80 = SET IN A BOULDER
 JL0282_SP_SET: BOULDER
 JL0282_STAMPING: G 268 1940
 JL0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0282+STABILITY: SURFACE MOTION
 JL0282
 JL0282  HISTORY     - Date     Condition        Report By
 JL0282  HISTORY     - 1940     MONUMENTED       CGS
 JL0282  HISTORY     - 1959     GOOD             USGS
 JL0282
 JL0282                          STATION DESCRIPTION
 JL0282
 JL0282'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 JL0282'1.0 MI NW FROM KEBLER PASS.
 JL0282'0.8 MILE NORTHWEST ALONG STATE HIGHWAY 135 FROM THE SUMMIT OF KEBLER
 JL0282'PASS, 105 YARDS NORTHWEST OF THE NORTHWEST END OF A HAIRPIN CURVE, 45
 JL0282'FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF A LARGE
 JL0282'GRANITE BOULDER, AND ABOUT 10 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 JL0282'DISK, STAMPED G 268 1940.  NOTE-- 1.0 MILE NORTHWEST ALONG STATE
 JL0282'HIGHWAY 135 FROM THE SUMMIT OF THE NEW KEBLER PASS, THEN 0.2 MILE
 JL0282'NORTHEAST ALONG A ROAD, 325 FEET NORTH OF THE CENTERLINE OF THE ROAD
 JL0282'AT A HAIRPIN CURVE, AND 45 FEET WEST OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0186 ***********************************************************************
 JL0186  DESIGNATION -  G 269
 JL0186  PID         -  JL0186
 JL0186  STATE/COUNTY-  CO/SAGUACHE
 JL0186  USGS QUAD   -  COCHETOPA PARK (1967)
 JL0186
 JL0186                         *CURRENT SURVEY CONTROL
 JL0186  ___________________________________________________________________
 JL0186* NAD 83(1986)-  38 13 08.     (N)    106 44 24.     (W)     SCALED    
 JL0186* NAVD 88     -      2761.305  (meters)    9059.38   (feet)  ADJUSTED  
 JL0186  ___________________________________________________________________
 JL0186  GEOID HEIGHT-         -14.85  (meters)                     GEOID03
 JL0186  DYNAMIC HT  -        2757.499 (meters)    9046.89  (feet)  COMP
 JL0186  MODELED GRAV-     979,151.1   (mgal)                       NAVD 88
 JL0186
 JL0186  VERT ORDER  -  SECOND    CLASS 0
 JL0186
 JL0186.The horizontal coordinates were scaled from a topographic map and have
 JL0186.an estimated accuracy of +/- 6 seconds.
 JL0186
 JL0186.The orthometric height was determined by differential leveling
 JL0186.and adjusted by the National Geodetic Survey in June 1991..
 JL0186
 JL0186.The geoid height was determined by GEOID03.
 JL0186
 JL0186.The dynamic height is computed by dividing the NAVD 88
 JL0186.geopotential number by the normal gravity value computed on the
 JL0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0186.degrees latitude (g = 980.6199 gals.).
 JL0186
 JL0186.The modeled gravity was interpolated from observed gravity values.
 JL0186
 JL0186;                    North         East    Units  Estimated Accuracy
 JL0186;SPC CO S     -   477,800.      805,820.      MT  (+/- 180 meters Scaled)
 JL0186
 JL0186                          SUPERSEDED SURVEY CONTROL
 JL0186
 JL0186  NGVD 29 (??/??/92) 2759.525  (m)         9053.54   (f) ADJ UNCH    2 0
 JL0186
 JL0186.Superseded values are not recommended for survey control.
 JL0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0186.See file dsdata.txt to determine how the superseded data were derived.
 JL0186
 JL0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC476315(NAD 83)
 JL0186_MARKER: DB = BENCH MARK DISK
 JL0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0186_STAMPING: G 269 1940
 JL0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0186+STABILITY: SURFACE MOTION
 JL0186
 JL0186  HISTORY     - Date     Condition        Report By
 JL0186  HISTORY     - 1940     MONUMENTED       CGS
 JL0186  HISTORY     - 1967     MARK NOT FOUND   NGS
 JL0186
 JL0186                          STATION DESCRIPTION
 JL0186
 JL0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JL0186'4.0 MI W FROM PARLIN.
 JL0186'IN SAGUACHE COUNTY, ABOUT 4.0 MILES WEST ALONG U.S. HIGHWAY 50 FROM
 JL0186'PARLIN, GUNNISON COUNTY, THENCE ABOUT 23.2 MILES SOUTH AND 1.1 MILES
 JL0186'EAST ALONG STATE HIGHWAY 114, NORTHWEST OF A NUMBER OF GRAVEL PITS, 60
 JL0186'FEET EAST OF THE EAST BANK OF A CREEK, 24 FEET WEST OF THE CENTER LINE
 JL0186'OF THE HIGHWAY, 1.5 FEET WEST OF A WIRE PASTURE FENCE, AND 2.5 FEET
 JL0186'SOUTH OF A 4- BY 4-INCH WHITE REFERENCE POST PROJECTING ABOUT 1.8 FEET
 JL0186'ABOVE GROUND.  A STANDARD DISK, STAMPED G 269 1940 AND SET IN THE TOP
 JL0186'OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
 JL0186
 JL0186                          STATION RECOVERY (1967)
 JL0186
 JL0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JL0186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0478 ***********************************************************************
 KL0478  DESIGNATION -  G 269
 KL0478  PID         -  KL0478
 KL0478  STATE/COUNTY-  CO/EAGLE
 KL0478  USGS QUAD   -  DOTSERO (1987)
 KL0478
 KL0478                         *CURRENT SURVEY CONTROL
 KL0478  ___________________________________________________________________
 KL0478* NAD 83(1986)-  39 38 36.     (N)    107 04 36.     (W)     SCALED    
 KL0478* NAVD 88     -      1875.580  (meters)    6153.47   (feet)  ADJUSTED  
 KL0478  ___________________________________________________________________
 KL0478  GEOID HEIGHT-         -13.71  (meters)                     GEOID03
 KL0478  DYNAMIC HT  -        1873.617 (meters)    6147.03  (feet)  COMP
 KL0478  MODELED GRAV-     979,514.0   (mgal)                       NAVD 88
 KL0478
 KL0478  VERT ORDER  -  SECOND    CLASS 0
 KL0478
 KL0478.The horizontal coordinates were scaled from a topographic map and have
 KL0478.an estimated accuracy of +/- 6 seconds.
 KL0478
 KL0478.The orthometric height was determined by differential leveling
 KL0478.and adjusted by the National Geodetic Survey in June 1991..
 KL0478
 KL0478.The geoid height was determined by GEOID03.
 KL0478
 KL0478.The dynamic height is computed by dividing the NAVD 88
 KL0478.geopotential number by the normal gravity value computed on the
 KL0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0478.degrees latitude (g = 980.6199 gals.).
 KL0478
 KL0478.The modeled gravity was interpolated from observed gravity values.
 KL0478
 KL0478;                    North         East    Units  Estimated Accuracy
 KL0478;SPC CO C     -   506,900.      779,080.      MT  (+/- 180 meters Scaled)
 KL0478
 KL0478                          SUPERSEDED SURVEY CONTROL
 KL0478
 KL0478  NGVD 29 (??/??/92) 1874.319  (m)         6149.33   (f) ADJ UNCH    2 0
 KL0478
 KL0478.Superseded values are not recommended for survey control.
 KL0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0478.See file dsdata.txt to determine how the superseded data were derived.
 KL0478
 KL0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD218902(NAD 83)
 KL0478_MARKER: DB = BENCH MARK DISK
 KL0478_SETTING: 80 = SET IN A BOULDER
 KL0478_SP_SET: BOULDER
 KL0478_STAMPING: G 269 1938
 KL0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0478+STABILITY: SURFACE MOTION
 KL0478
 KL0478  HISTORY     - Date     Condition        Report By
 KL0478  HISTORY     - 1938     MONUMENTED       CGS
 KL0478
 KL0478                          STATION DESCRIPTION
 KL0478
 KL0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KL0478'7.0 MI W FROM GYPSUM.
 KL0478'7.0 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KL0478'THE STATION AT GYPSUM, EAGLE COUNTY, 1.1 MILES WEST OF THE STATION AT
 KL0478'DOTSERO, 240 FEET NORTHWEST OF MILEPOST 343, 400 FEET SOUTH OF A
 KL0478'SWINGING BRIDGE OVER COLORADO RIVER, 90 FEET NORTH OF THE CENTERLINE
 KL0478'OF THE TRACK, 33 FEET NORTH OF THE RIGHT-OF-WAY FENCE, IN THE TOP OF A
 KL0478'BOULDER (2 FEET ACROSS THE TOP), AND 1 FOOT HIGHER THAN THE GROUND. A
 KL0478'STANDARD DISK, STAMPED G 269 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0504 ***********************************************************************
 LM0504  DESIGNATION -  G 27
 LM0504  PID         -  LM0504
 LM0504  STATE/COUNTY-  CO/MOFFAT
 LM0504  USGS QUAD   -  FORTIFICATION (1969)
 LM0504
 LM0504                         *CURRENT SURVEY CONTROL
 LM0504  ___________________________________________________________________
 LM0504* NAD 83(1992)-  40 46 27.98696(N)    107 32 59.37078(W)     ADJUSTED  
 LM0504* NAVD 88     -      2010.748  (meters)    6596.93   (feet)  ADJUSTED  
 LM0504  ___________________________________________________________________
 LM0504  X           -  -1,458,977.074 (meters)                     COMP
 LM0504  Y           -  -4,613,291.602 (meters)                     COMP
 LM0504  Z           -   4,144,790.228 (meters)                     COMP
 LM0504  LAPLACE CORR-          10.36  (seconds)                    DEFLEC99
 LM0504  ELLIP HEIGHT-        1996.45  (meters)          (12/03/02) GPS OBS
 LM0504  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 LM0504  DYNAMIC HT  -        2008.844 (meters)    6590.68  (feet)  COMP
 LM0504  MODELED GRAV-     979,606.1   (mgal)                       NAVD 88
 LM0504
 LM0504  HORZ ORDER  -  FIRST
 LM0504  VERT ORDER  -  FIRST     CLASS II
 LM0504  ELLP ORDER  -  FOURTH    CLASS II
 LM0504
 LM0504.The horizontal coordinates were established by GPS observations
 LM0504.and adjusted by the National Geodetic Survey in January 1996..
 LM0504
 LM0504.The orthometric height was determined by differential leveling
 LM0504.and adjusted by the National Geodetic Survey in June 1991..
 LM0504
 LM0504.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LM0504
 LM0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0504
 LM0504.The ellipsoidal height was determined by GPS observations
 LM0504.and is referenced to NAD 83.
 LM0504
 LM0504.The geoid height was determined by GEOID03.
 LM0504
 LM0504.The dynamic height is computed by dividing the NAVD 88
 LM0504.geopotential number by the normal gravity value computed on the
 LM0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0504.degrees latitude (g = 980.6199 gals.).
 LM0504
 LM0504.The modeled gravity was interpolated from observed gravity values.
 LM0504
 LM0504;                    North         East     Units Scale Factor Converg.
 LM0504;SPC CO N     -   466,813.207   741,368.470   MT  0.99999857   -1 19 28.1
 LM0504;SPC CO N     - 1,531,536.33  2,432,306.39   sFT  0.99999857   -1 19 28.1
 LM0504;UTM  13      - 4,516,846.522   284,815.833   MT  1.00016997   -1 39 57.2
 LM0504
 LM0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0504!SPC CO N     -   0.99968693  x   0.99999857  =   0.99968550
 LM0504!UTM  13      -   0.99968693  x   1.00016997  =   0.99985684
 LM0504
 LM0504                          SUPERSEDED SURVEY CONTROL
 LM0504
 LM0504  ELLIP H (01/16/96) 1996.49   (m)                       GP(       ) 1 1
 LM0504  NAVD 88 (01/16/96) 2010.75   (m)         6596.9    (f) LEVELING    3  
 LM0504  NGVD 29 (??/??/92) 2009.504  (m)         6592.85   (f) ADJ UNCH    1 2
 LM0504
 LM0504.Superseded values are not recommended for survey control.
 LM0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0504.See file dsdata.txt to determine how the superseded data were derived.
 LM0504
 LM0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF8481616847(NAD 83)
 LM0504_MARKER: DB = BENCH MARK DISK
 LM0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0504_STAMPING: G 27 1933
 LM0504_MARK LOGO: CGS   
 LM0504_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LM0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0504+STABILITY: SURFACE MOTION
 LM0504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LM0504+SATELLITE: SATELLITE OBSERVATIONS - June 14, 1995
 LM0504
 LM0504  HISTORY     - Date     Condition        Report By
 LM0504  HISTORY     - 1933     MONUMENTED       CGS
 LM0504  HISTORY     - 19950614 GOOD             CODOT
 LM0504
 LM0504                          STATION DESCRIPTION
 LM0504
 LM0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LM0504'22.6 MI S FROM BAGGS, WY.
 LM0504'IN MOFFAT COUNTY, ABOUT 22.6 MILES SOUTH ALONG THE BAGGS-CRAIG ROAD
 LM0504'FROM THE POST OFFICE AT BAGGS, CARBON COUNTY, WYOMING, ON THE OUTSIDE
 LM0504'OF A CURVE LEADING TO A BRIDGE, ABOUT 700 FEET NORTH OF THE NORTHEAST
 LM0504'CORNER OF THE BRIDGE, ABOUT 106 FEET NORTHEAST OF THE FIRST POLE EAST
 LM0504'OF THE ROAD, AND 51 FEET EAST OF THE CENTER LINE OF THE ROAD, AND SET
 LM0504'IN THE TOP OF A CONCRETE POST.
 LM0504
 LM0504                          STATION RECOVERY (1995)
 LM0504
 LM0504'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (LJ)
 LM0504'THE STATION IS LOCATED ABOUT 20 MI (32.2 KM) NORTH OF CRAIG, COLORADO
 LM0504'AND 20 MI (32.2 KM) SOUTH-SOUTHEAST OF BAGGS, WYOMING, IN THE
 LM0504'SOUTHEAST 1/4 OF SECTION 36, T 10 N, R 91 W, AT COLORADO HIGHWAY 13
 LM0504'MILE (20.9 KM) POST 111.3. OWNERSHIP--U. S. BUREAU OF LAND MANAGEMENT.
 LM0504'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 13 NORTH
 LM0504'AND U. S. HIGHWAY 40 IN CRAIG, GO NORTH ON STATE HIGHWAY 13 NORTH FOR
 LM0504'21.4 MI (34.4 KM) TO THE STATION ON THE LEFT. THE STATION IS A
 LM0504'STANDARD DISK SET IN A SQUARE 30 CM ON A SIDE CONCRETE POST PROJECTING
 LM0504'10 CM ABOVE THE GROUND.  IT IS 49.5 M (162.4 FT) WEST OF THE CENTER
 LM0504'LINE OF STATE HIGHWAY 13, 34.9 M (114.5 FT) WEST OF THE WESTERN
 LM0504'RIGHT-OF-WAY FENCE, 16.2 M (53.1 FT) EAST-SOUTHEAST OF THE CENTER OF A
 LM0504'DIRT ROAD, 1.1 M (3.6 FT) EAST OF A WITNESS POST AND ABOUT 1.8 M (5.9
 LM0504'FT) BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0368 ***********************************************************************
 KJ0368  DESIGNATION -  G 270
 KJ0368  PID         -  KJ0368
 KJ0368  STATE/COUNTY-  CO/CHEYENNE
 KJ0368  USGS QUAD   -  EAST OF ROCK CREEK (1984)
 KJ0368
 KJ0368                         *CURRENT SURVEY CONTROL
 KJ0368  ___________________________________________________________________
 KJ0368* NAD 83(1986)-  39 00 06.     (N)    102 20 06.     (W)     SCALED    
 KJ0368* NAVD 88     -      1309.729  (meters)    4297.00   (feet)  ADJUSTED  
 KJ0368  ___________________________________________________________________
 KJ0368  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 KJ0368  DYNAMIC HT  -        1308.537 (meters)    4293.09  (feet)  COMP
 KJ0368  MODELED GRAV-     979,671.9   (mgal)                       NAVD 88
 KJ0368
 KJ0368  VERT ORDER  -  FIRST     CLASS II
 KJ0368
 KJ0368.The horizontal coordinates were scaled from a topographic map and have
 KJ0368.an estimated accuracy of +/- 6 seconds.
 KJ0368
 KJ0368.The orthometric height was determined by differential leveling
 KJ0368.and adjusted by the National Geodetic Survey in June 1991..
 KJ0368
 KJ0368.The geoid height was determined by GEOID03.
 KJ0368
 KJ0368.The dynamic height is computed by dividing the NAVD 88
 KJ0368.geopotential number by the normal gravity value computed on the
 KJ0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0368.degrees latitude (g = 980.6199 gals.).
 KJ0368
 KJ0368.The modeled gravity was interpolated from observed gravity values.
 KJ0368
 KJ0368;                    North         East    Units  Estimated Accuracy
 KJ0368;SPC CO C     -   439,270.    1,188,500.      MT  (+/- 180 meters Scaled)
 KJ0368
 KJ0368                          SUPERSEDED SURVEY CONTROL
 KJ0368
 KJ0368  NGVD 29 (??/??/92) 1309.201  (m)         4295.27   (f) ADJ UNCH    1 2
 KJ0368
 KJ0368.Superseded values are not recommended for survey control.
 KJ0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0368.See file dsdata.txt to determine how the superseded data were derived.
 KJ0368
 KJ0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD307203(NAD 83)
 KJ0368_MARKER: DB = BENCH MARK DISK
 KJ0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0368_STAMPING: G 270 1941
 KJ0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0368+STABILITY: SURFACE MOTION
 KJ0368
 KJ0368  HISTORY     - Date     Condition        Report By
 KJ0368  HISTORY     - 1941     MONUMENTED       CGS
 KJ0368
 KJ0368                          STATION DESCRIPTION
 KJ0368
 KJ0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KJ0368'13.4 MI N FROM CHEYENNE WELLS.
 KJ0368'13.4 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE COUNTY COURTHOUSE
 KJ0368'AT CHEYENNE WELLS, 1 MILE EAST OF A SHARP CURVE, 116 FEET SOUTHEAST
 KJ0368'OF THE SOUTHEAST CORNER OF A STUCCO SCHOOL BUILDING, 60 FEET
 KJ0368'SOUTH OF THE SOUTH END OF A SMALL STUCCO HOUSE, 64 FEET NORTHWEST
 KJ0368'OF THE CENTER OF THE INTERSECTION OF A NORTH-AND-SOUTH SECTION-LINE
 KJ0368'ROAD, 46 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 44 FEET WEST
 KJ0368'OF THE CENTERLINE OF THE ROAD, 18 FEET WEST OF THE SOUTHEAST
 KJ0368'CORNER OF THE SCHOOLYARD, 1.4 FEET NORTH OF THE FENCE, 3 FEET WEST
 KJ0368'OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A
 KJ0368'STANDARD DISK, STAMPED G 270 1941 AND SET IN THE TOP OF A CONCRETE
 KJ0368'POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0521 ***********************************************************************
 JJ0521  DESIGNATION -  G 271
 JJ0521  PID         -  JJ0521
 JJ0521  STATE/COUNTY-  CO/CROWLEY
 JJ0521  USGS QUAD   -  LAKE HENRY (1978)
 JJ0521
 JJ0521                         *CURRENT SURVEY CONTROL
 JJ0521  ___________________________________________________________________
 JJ0521* NAD 83(1986)-  38 15 35.     (N)    103 44 54.     (W)     SCALED    
 JJ0521* NAVD 88     -      1343.095  (meters)    4406.47   (feet)  ADJUSTED  
 JJ0521  ___________________________________________________________________
 JJ0521  GEOID HEIGHT-         -21.47  (meters)                     GEOID03
 JJ0521  DYNAMIC HT  -        1341.747 (meters)    4402.05  (feet)  COMP
 JJ0521  MODELED GRAV-     979,578.7   (mgal)                       NAVD 88
 JJ0521
 JJ0521  VERT ORDER  -  SECOND    CLASS 0
 JJ0521
 JJ0521.The horizontal coordinates were scaled from a topographic map and have
 JJ0521.an estimated accuracy of +/- 6 seconds.
 JJ0521
 JJ0521.The orthometric height was determined by differential leveling
 JJ0521.and adjusted by the National Geodetic Survey in June 1991..
 JJ0521
 JJ0521.The geoid height was determined by GEOID03.
 JJ0521
 JJ0521.The dynamic height is computed by dividing the NAVD 88
 JJ0521.geopotential number by the normal gravity value computed on the
 JJ0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0521.degrees latitude (g = 980.6199 gals.).
 JJ0521
 JJ0521.The modeled gravity was interpolated from observed gravity values.
 JJ0521
 JJ0521;                    North         East    Units  Estimated Accuracy
 JJ0521;SPC CO S     -   483,050.    1,067,700.      MT  (+/- 180 meters Scaled)
 JJ0521
 JJ0521                          SUPERSEDED SURVEY CONTROL
 JJ0521
 JJ0521  NGVD 29 (??/??/92) 1342.402  (m)         4404.20   (f) ADJ UNCH    2 0
 JJ0521
 JJ0521.Superseded values are not recommended for survey control.
 JJ0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0521.See file dsdata.txt to determine how the superseded data were derived.
 JJ0521
 JJ0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC095353(NAD 83)
 JJ0521_MARKER: DB = BENCH MARK DISK
 JJ0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0521_STAMPING: G 271 1941
 JJ0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0521+STABILITY: SURFACE MOTION
 JJ0521
 JJ0521  HISTORY     - Date     Condition        Report By
 JJ0521  HISTORY     - 1941     MONUMENTED       CGS
 JJ0521
 JJ0521                          STATION DESCRIPTION
 JJ0521
 JJ0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0521'3.5 MI N FROM ORDWAY.
 JJ0521'TO REACH FROM THE POST OFFICE AT ORDWAY-- GO 0.5 OF A MILE
 JJ0521'EAST ALONG HWY. 96 TO JCT. WITH HWY. 71, THENCE, TURN LEFT, GO 3.0
 JJ0521'MILES NORTH ALONG HWY. 71 TO SITE OF BENCH MARK.  BENCH MARK
 JJ0521'IS 300.0 FEET WEST OF A FARM HOUSE, 15.0 FEET EAST OF A 12.0 INCH
 JJ0521'GALVANIZED, IRON, PIPE CULVERT, 8.0 FEET SOUTH OF A FENCE CORNER,
 JJ0521'54.0 FEET EAST OF AND APPROXIMATELY 2.0 FEET BELOW THE CENTERLINE
 JJ0521'OF THE HWY.  A STD. DISK SET FLUSH AND HORIZONTALLY IN A
 JJ0521'CONCRETE POST, PROJECTING, 6.0 INCHES ABOVE THE GROUND, 3.0 FEET
 JJ0521'NORTH OF A WHITE, WOODEN, 4X4-INCH MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0007 ***********************************************************************
 HJ0007  DESIGNATION -  G 273
 HJ0007  PID         -  HJ0007
 HJ0007  STATE/COUNTY-  CO/BACA
 HJ0007  USGS QUAD   -  VILAS NORTH (1978)
 HJ0007
 HJ0007                         *CURRENT SURVEY CONTROL
 HJ0007  ___________________________________________________________________
 HJ0007* NAD 83(1986)-  37 22 50.     (N)    102 23 33.     (W)     SCALED    
 HJ0007* NAVD 88     -      1240.928  (meters)    4071.28   (feet)  POSTED    
 HJ0007  ___________________________________________________________________
 HJ0007  GEOID HEIGHT-         -23.55  (meters)                     GEOID03
 HJ0007  DYNAMIC HT  -        1239.640 (meters)    4067.05  (feet)  COMP
 HJ0007  MODELED GRAV-     979,549.7   (mgal)                       NAVD 88
 HJ0007
 HJ0007  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 HJ0007
 HJ0007.The horizontal coordinates were scaled from a topographic map and have
 HJ0007.an estimated accuracy of +/- 6 seconds.
 HJ0007
 HJ0007.The orthometric height was determined by differential leveling
 HJ0007.and adjusted by the National Geodetic Survey in 1992..
 HJ0007.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 HJ0007.rate of 4.1 thru 8.0 mm/km.
 HJ0007
 HJ0007.The geoid height was determined by GEOID03.
 HJ0007
 HJ0007.The dynamic height is computed by dividing the NAVD 88
 HJ0007.geopotential number by the normal gravity value computed on the
 HJ0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0007.degrees latitude (g = 980.6199 gals.).
 HJ0007
 HJ0007.The modeled gravity was interpolated from observed gravity values.
 HJ0007
 HJ0007;                    North         East    Units  Estimated Accuracy
 HJ0007;SPC CO S     -   388,610.    1,189,560.      MT  (+/- 180 meters Scaled)
 HJ0007
 HJ0007                          SUPERSEDED SURVEY CONTROL
 HJ0007
 HJ0007  NGVD 29 (??/??/92) 1240.404  (m)         4069.56   (f) ADJ UNCH    2 0
 HJ0007
 HJ0007.Superseded values are not recommended for survey control.
 HJ0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0007.See file dsdata.txt to determine how the superseded data were derived.
 HJ0007
 HJ0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB308402(NAD 83)
 HJ0007_MARKER: DB = BENCH MARK DISK
 HJ0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0007_STAMPING: G 273 1941
 HJ0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0007+STABILITY: SURFACE MOTION
 HJ0007
 HJ0007  HISTORY     - Date     Condition        Report By
 HJ0007  HISTORY     - 1941     MONUMENTED       CGS
 HJ0007  HISTORY     - 1973     MARK NOT FOUND   NGS
 HJ0007
 HJ0007                          STATION DESCRIPTION
 HJ0007
 HJ0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HJ0007'3.1 MI E FROM VILAS.
 HJ0007'TO REACH BENCH MARK FROM THE VILAS RAILROAD STATION, GO 3.1
 HJ0007'MILES EAST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD
 HJ0007'TO SITE OF BENCH MARK.  BENCH MARK IS AT MILE POST 83, 65.0
 HJ0007'FEET EAST OF A FENCE CORNER, 48.5 FEET NORTH OF AND ABOUT 2.0
 HJ0007'FEET BELOW THE CENTER LINE OF THE RAILROAD TRACK, 28.5 FEET
 HJ0007'DUE NORTH OF IRON MILE POST, 3.0 FEET WEST OF A 4 X 4 INCH WOODEN
 HJ0007'MARKER POST, AND 1.5 FOOT SOUTH OF THE RIGHT OF WAY FENCE.
 HJ0007'THE MONUMENT PROJECTS 0.7 FOOT.
 HJ0007
 HJ0007                          STATION RECOVERY (1973)
 HJ0007
 HJ0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HJ0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0171 ***********************************************************************
 JJ0171  DESIGNATION -  G 274
 JJ0171  PID         -  JJ0171
 JJ0171  STATE/COUNTY-  CO/BENT
 JJ0171  USGS QUAD   -  HASTY (1979)
 JJ0171
 JJ0171                         *CURRENT SURVEY CONTROL
 JJ0171  ___________________________________________________________________
 JJ0171* NAD 83(1986)-  38 02 56.     (N)    102 59 57.     (W)     SCALED    
 JJ0171* NAVD 88     -      1180.823  (meters)    3874.08   (feet)  ADJUSTED  
 JJ0171  ___________________________________________________________________
 JJ0171  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 JJ0171  DYNAMIC HT  -        1179.680 (meters)    3870.33  (feet)  COMP
 JJ0171  MODELED GRAV-     979,620.3   (mgal)                       NAVD 88
 JJ0171
 JJ0171  VERT ORDER  -  FIRST     CLASS II
 JJ0171
 JJ0171.The horizontal coordinates were scaled from a topographic map and have
 JJ0171.an estimated accuracy of +/- 6 seconds.
 JJ0171
 JJ0171.The orthometric height was determined by differential leveling
 JJ0171.and adjusted by the National Geodetic Survey in June 1991..
 JJ0171
 JJ0171.The geoid height was determined by GEOID03.
 JJ0171
 JJ0171.The dynamic height is computed by dividing the NAVD 88
 JJ0171.geopotential number by the normal gravity value computed on the
 JJ0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0171.degrees latitude (g = 980.6199 gals.).
 JJ0171
 JJ0171.The modeled gravity was interpolated from observed gravity values.
 JJ0171
 JJ0171;                    North         East    Units  Estimated Accuracy
 JJ0171;SPC CO S     -   461,140.    1,133,870.      MT  (+/- 180 meters Scaled)
 JJ0171
 JJ0171                          SUPERSEDED SURVEY CONTROL
 JJ0171
 JJ0171  NGVD 29 (??/??/92) 1180.281  (m)         3872.31   (f) ADJ UNCH    1 2
 JJ0171
 JJ0171.Superseded values are not recommended for survey control.
 JJ0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0171.See file dsdata.txt to determine how the superseded data were derived.
 JJ0171
 JJ0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC755131(NAD 83)
 JJ0171_MARKER: DB = BENCH MARK DISK
 JJ0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0171_STAMPING: G 274 1941
 JJ0171_MARK LOGO: CGS   
 JJ0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0171+STABILITY: SURFACE MOTION
 JJ0171
 JJ0171  HISTORY     - Date     Condition        Report By
 JJ0171  HISTORY     - 1941     MONUMENTED       CGS
 JJ0171  HISTORY     - 1951     GOOD             NGS
 JJ0171  HISTORY     - 1985     GOOD             NGS
 JJ0171
 JJ0171                          STATION DESCRIPTION
 JJ0171
 JJ0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JJ0171'2 MI W FROM CADDOA.
 JJ0171'2.0 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 JJ0171'THE STATION AT CADDOA, AT MILEAGE 523.5, 0.2 MILE WEST OF SIGNAL 5232,
 JJ0171'ON THE OUTSIDE OF A CURVE, 81 FEET SOUTH OF THE CENTERLINE OF THE
 JJ0171'TRACK, 6.5 FEET WEST OF THE FIRST POLE WEST OF GUYED POLE, 3 FEET
 JJ0171'EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 5 FEET LOWER THAN THE
 JJ0171'TRACK.  A STANDARD DISK, STAMPED G 274 1941 AND SET IN THE TOP OF
 JJ0171'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 JJ0171
 JJ0171                          STATION RECOVERY (1985)
 JJ0171
 JJ0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0171'RECOVERED IN GOOD CONDITION.  A NEW ROUTE TO THE MARK FOLLOWS.
 JJ0171'20.9 KM (13.0 MI) EASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 JJ0171'COURTHOUSE IN LAS ANIMAS.  DELETE--3 FEET EAST OF A WHITE WOODEN
 JJ0171'WITNESS POST.  ADD--0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0465 ***********************************************************************
 JJ0465  DESIGNATION -  G 275
 JJ0465  PID         -  JJ0465
 JJ0465  STATE/COUNTY-  CO/KIOWA
 JJ0465  USGS QUAD   -  HASWELL (1974)
 JJ0465
 JJ0465                         *CURRENT SURVEY CONTROL
 JJ0465  ___________________________________________________________________
 JJ0465* NAD 83(1986)-  38 27 10.     (N)    103 10 00.     (W)     SCALED    
 JJ0465* NAVD 88     -      1383.778  (meters)    4539.94   (feet)  ADJUSTED  
 JJ0465  ___________________________________________________________________
 JJ0465  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 JJ0465  DYNAMIC HT  -        1382.412 (meters)    4535.46  (feet)  COMP
 JJ0465  MODELED GRAV-     979,593.4   (mgal)                       NAVD 88
 JJ0465
 JJ0465  VERT ORDER  -  SECOND    CLASS 0
 JJ0465
 JJ0465.The horizontal coordinates were scaled from a topographic map and have
 JJ0465.an estimated accuracy of +/- 6 seconds.
 JJ0465
 JJ0465.The orthometric height was determined by differential leveling
 JJ0465.and adjusted by the National Geodetic Survey in June 1991..
 JJ0465
 JJ0465.The geoid height was determined by GEOID03.
 JJ0465
 JJ0465.The dynamic height is computed by dividing the NAVD 88
 JJ0465.geopotential number by the normal gravity value computed on the
 JJ0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0465.degrees latitude (g = 980.6199 gals.).
 JJ0465
 JJ0465.The modeled gravity was interpolated from observed gravity values.
 JJ0465
 JJ0465;                    North         East    Units  Estimated Accuracy
 JJ0465;SPC CO S     -   505,580.    1,118,060.      MT  (+/- 180 meters Scaled)
 JJ0465
 JJ0465                          SUPERSEDED SURVEY CONTROL
 JJ0465
 JJ0465  NGVD 29 (??/??/92) 1383.129  (m)         4537.82   (f) ADJ UNCH    2 0
 JJ0465
 JJ0465.Superseded values are not recommended for survey control.
 JJ0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0465.See file dsdata.txt to determine how the superseded data were derived.
 JJ0465
 JJ0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC599576(NAD 83)
 JJ0465_MARKER: DB = BENCH MARK DISK
 JJ0465_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JJ0465+WITH SETTING: PAVEMENT
 JJ0465_SP_SET: SIGNAL BASE
 JJ0465_STAMPING: G 275 1941
 JJ0465_MARK LOGO: CGS   
 JJ0465_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JJ0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0465+STABILITY: SURFACE MOTION
 JJ0465
 JJ0465  HISTORY     - Date     Condition        Report By
 JJ0465  HISTORY     - 1941     MONUMENTED       CGS
 JJ0465  HISTORY     - 19951115 GOOD             CODOT
 JJ0465
 JJ0465                          STATION DESCRIPTION
 JJ0465
 JJ0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0465'22.3 MI W FROM EADS.
 JJ0465'22.3 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 JJ0465'AT EADS, KIOWA COUNTY, 0.1 MILE WEST OF THE STATION AT HASWELL, 93
 JJ0465'FEET NORTH OF STATE HIGHWAY 96, 10 FEET SOUTH OF THE CENTERLINE OF
 JJ0465'THE TRACK, IN THE BASE OF SIGNAL 8078, AND ABOUT 3 FEET LOWER THAN
 JJ0465'THE TRACK.  A STANDARD DISK, STAMPED G 275 1941.
 JJ0465
 JJ0465                          STATION RECOVERY (1995)
 JJ0465
 JJ0465'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (PGG)
 JJ0465'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0178 ***********************************************************************
 JJ0178  DESIGNATION -  G 276
 JJ0178  PID         -  JJ0178
 JJ0178  STATE/COUNTY-  CO/BENT
 JJ0178  USGS QUAD   -  HASTY (1979)
 JJ0178
 JJ0178                         *CURRENT SURVEY CONTROL
 JJ0178  ___________________________________________________________________
 JJ0178* NAD 83(1986)-  38 03 28.     (N)    102 55 50.     (W)     SCALED    
 JJ0178* NAVD 88     -      1168.514  (meters)    3833.70   (feet)  POSTED    
 JJ0178  ___________________________________________________________________
 JJ0178  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 JJ0178  DYNAMIC HT  -        1167.390 (meters)    3830.01  (feet)  COMP
 JJ0178  MODELED GRAV-     979,623.6   (mgal)                       NAVD 88
 JJ0178
 JJ0178  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JJ0178
 JJ0178.The horizontal coordinates were scaled from a topographic map and have
 JJ0178.an estimated accuracy of +/- 6 seconds.
 JJ0178
 JJ0178.The orthometric height was determined by differential leveling
 JJ0178.and adjusted by the National Geodetic Survey in 1992..
 JJ0178.No vertical observational check was made to the station.
 JJ0178.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JJ0178.was located on a no-check spur therefore a value was not computed.
 JJ0178
 JJ0178.The geoid height was determined by GEOID03.
 JJ0178
 JJ0178.The dynamic height is computed by dividing the NAVD 88
 JJ0178.geopotential number by the normal gravity value computed on the
 JJ0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0178.degrees latitude (g = 980.6199 gals.).
 JJ0178
 JJ0178.The modeled gravity was interpolated from observed gravity values.
 JJ0178
 JJ0178;                    North         East    Units  Estimated Accuracy
 JJ0178;SPC CO S     -   462,290.    1,139,870.      MT  (+/- 180 meters Scaled)
 JJ0178
 JJ0178                          SUPERSEDED SURVEY CONTROL
 JJ0178
 JJ0178  NGVD 29 (??/??/92) 1167.952  (m)         3831.86   (f) ADJ UNCH    1 2
 JJ0178
 JJ0178.Superseded values are not recommended for survey control.
 JJ0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0178.See file dsdata.txt to determine how the superseded data were derived.
 JJ0178
 JJ0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC815142(NAD 83)
 JJ0178_MARKER: DD = SURVEY DISK
 JJ0178_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JJ0178_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JJ0178_STAMPING: G 276 1941
 JJ0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0178
 JJ0178  HISTORY     - Date     Condition        Report By
 JJ0178  HISTORY     - 1941     MONUMENTED       DOD
 JJ0178  HISTORY     - 1985     MARK NOT FOUND   NGS
 JJ0178
 JJ0178                          STATION DESCRIPTION
 JJ0178
 JJ0178'DESCRIBED BY US DEPARTMENT OF DEFENSE 1941
 JJ0178'1.8 MI E FROM CADDOA.
 JJ0178'1.8 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JJ0178'FROM THE STATION AT CADDOA, 0.2 MILE NORTH OF THE MAIN TRACK, 0.1
 JJ0178'MILE WEST OF THE SPUR TRACK TO THE JOHN MARTIN DAM, AND 3 FEET SOUTH
 JJ0178'OF AN IRON MARKER POST PROJECTING ABOUT 4 FEET ABOVE GROUND.  A
 JJ0178'PLAIN BRASS CAP, STAMPED G 276 1941 AND FASTENED ON THE TOP OF A
 JJ0178'1-1/2-INCH IRON PIPE.
 JJ0178
 JJ0178                          STATION RECOVERY (1985)
 JJ0178
 JJ0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0332 ***********************************************************************
 KL0332  DESIGNATION -  G 277
 KL0332  PID         -  KL0332
 KL0332  STATE/COUNTY-  CO/PITKIN
 KL0332  USGS QUAD   -  NAST (1994)
 KL0332
 KL0332                         *CURRENT SURVEY CONTROL
 KL0332  ___________________________________________________________________
 KL0332* NAD 83(1986)-  39 19 04.     (N)    106 37 16.     (W)     SCALED    
 KL0332* NAVD 88     -      2916.150  (meters)    9567.40   (feet)  ADJUSTED  
 KL0332  ___________________________________________________________________
 KL0332  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 KL0332  DYNAMIC HT  -        2912.027 (meters)    9553.88  (feet)  COMP
 KL0332  MODELED GRAV-     979,110.0   (mgal)                       NAVD 88
 KL0332
 KL0332  VERT ORDER  -  SECOND    CLASS 0
 KL0332
 KL0332.The horizontal coordinates were scaled from a topographic map and have
 KL0332.an estimated accuracy of +/- 6 seconds.
 KL0332
 KL0332.The orthometric height was determined by differential leveling
 KL0332.and adjusted by the National Geodetic Survey in June 1991..
 KL0332
 KL0332.The geoid height was determined by GEOID03.
 KL0332
 KL0332.The dynamic height is computed by dividing the NAVD 88
 KL0332.geopotential number by the normal gravity value computed on the
 KL0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0332.degrees latitude (g = 980.6199 gals.).
 KL0332
 KL0332.The modeled gravity was interpolated from observed gravity values.
 KL0332
 KL0332;                    North         East    Units  Estimated Accuracy
 KL0332;SPC CO C     -   470,180.      817,730.      MT  (+/- 180 meters Scaled)
 KL0332
 KL0332                          SUPERSEDED SURVEY CONTROL
 KL0332
 KL0332  NGVD 29 (??/??/92) 2914.076  (m)         9560.60   (f) ADJ UNCH    2 0
 KL0332
 KL0332.Superseded values are not recommended for survey control.
 KL0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0332.See file dsdata.txt to determine how the superseded data were derived.
 KL0332
 KL0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD602532(NAD 83)
 KL0332_MARKER: DB = BENCH MARK DISK
 KL0332_SETTING: 80 = SET IN A BOULDER
 KL0332_SP_SET: BOULDER
 KL0332_STAMPING: G 277 1951
 KL0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0332+STABILITY: SURFACE MOTION
 KL0332
 KL0332  HISTORY     - Date     Condition        Report By
 KL0332  HISTORY     - 1951     MONUMENTED       CGS
 KL0332  HISTORY     - 1959     GOOD             DOD
 KL0332
 KL0332                          STATION DESCRIPTION
 KL0332
 KL0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0332'10.4 MI SE FROM THOMASVILLE.
 KL0332'10.4 MILES SOUTHEAST ALONG STATE HIGHWAY 104 FROM ITS JUNCTION WITH
 KL0332'STATE HIGHWAY 307 AT THOMASVILLE, 15 FEET NORTH OF THE CENTER LINE OF
 KL0332'THE HIGHWAY, 0.1 MILE SOUTHEAST OF A LOG HOUSE AND A POWER LINE, AT
 KL0332'THE WEST END OF A CURVE IN THE HIGHWAY, IN A GROVE OF ASPEN TREES, SET
 KL0332'IN THE TOP OF THE CENTER OF A 4X4 FOOT GRANITE BOULDER, FLUSH WITH THE
 KL0332'GROUND.
 KL0332
 KL0332                          STATION RECOVERY (1959)
 KL0332
 KL0332'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0361 ***********************************************************************
 KL0361  DESIGNATION -  G 278
 KL0361  PID         -  KL0361
 KL0361  STATE/COUNTY-  CO/EAGLE
 KL0361  USGS QUAD   -  TONER RESERVOIR (1987)
 KL0361
 KL0361                         *CURRENT SURVEY CONTROL
 KL0361  ___________________________________________________________________
 KL0361* NAD 83(1986)-  39 22 40.     (N)    106 53 53.     (W)     SCALED    
 KL0361* NAVD 88     -      2171.897  (meters)    7125.63   (feet)  ADJUSTED  
 KL0361  ___________________________________________________________________
 KL0361  GEOID HEIGHT-         -13.68  (meters)                     GEOID03
 KL0361  DYNAMIC HT  -        2169.223 (meters)    7116.86  (feet)  COMP
 KL0361  MODELED GRAV-     979,320.4   (mgal)                       NAVD 88
 KL0361
 KL0361  VERT ORDER  -  SECOND    CLASS 0
 KL0361
 KL0361.The horizontal coordinates were scaled from a topographic map and have
 KL0361.an estimated accuracy of +/- 6 seconds.
 KL0361
 KL0361.The orthometric height was determined by differential leveling
 KL0361.and adjusted by the National Geodetic Survey in June 1991..
 KL0361
 KL0361.The geoid height was determined by GEOID03.
 KL0361
 KL0361.The dynamic height is computed by dividing the NAVD 88
 KL0361.geopotential number by the normal gravity value computed on the
 KL0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0361.degrees latitude (g = 980.6199 gals.).
 KL0361
 KL0361.The modeled gravity was interpolated from observed gravity values.
 KL0361
 KL0361;                    North         East    Units  Estimated Accuracy
 KL0361;SPC CO C     -   477,170.      793,950.      MT  (+/- 180 meters Scaled)
 KL0361
 KL0361                          SUPERSEDED SURVEY CONTROL
 KL0361
 KL0361  NGVD 29 (??/??/92) 2170.243  (m)         7120.21   (f) ADJ UNCH    2 0
 KL0361
 KL0361.Superseded values are not recommended for survey control.
 KL0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0361.See file dsdata.txt to determine how the superseded data were derived.
 KL0361
 KL0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD365604(NAD 83)
 KL0361_MARKER: DB = BENCH MARK DISK
 KL0361_SETTING: 66 = SET IN ROCK OUTCROP
 KL0361_SP_SET: ROCK CLIFF
 KL0361_STAMPING: G 278 1951
 KL0361_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0361+STABILITY: POSITION/ELEVATION WELL
 KL0361
 KL0361  HISTORY     - Date     Condition        Report By
 KL0361  HISTORY     - 1951     MONUMENTED       CGS
 KL0361
 KL0361                          STATION DESCRIPTION
 KL0361
 KL0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0361'11.4 MI NW FROM THOMASVILLE.
 KL0361'11.4 MILES NORTHWEST ALONG STATE HIGHWAY 104 FROM ITS JUNCTION WITH
 KL0361'STATE HIGHWAY 307 AT THOMASVILLE, 13 FEET NORTHWEST OF THE CENTER LINE
 KL0361'OF THE HIGHWAY, 39 FEET NORTHWEST OF A TELEPHONE POLE, 1 FOOT ABOVE
 KL0361'THE LEVEL OF THE HIGHWAY, SET VERTICALLY IN THE FACE OF A ROCK CLIFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0454 ***********************************************************************
 KL0454  DESIGNATION -  G 279
 KL0454  PID         -  KL0454
 KL0454  STATE/COUNTY-  CO/EAGLE
 KL0454  USGS QUAD   -  CROOKED CREEK PASS (1987)
 KL0454
 KL0454                         *CURRENT SURVEY CONTROL
 KL0454  ___________________________________________________________________
 KL0454* NAD 83(1986)-  39 26 29.     (N)    106 41 02.     (W)     SCALED    
 KL0454* NAVD 88     -      3048.421  (meters)   10001.36   (feet)  ADJUSTED  
 KL0454  ___________________________________________________________________
 KL0454  GEOID HEIGHT-         -12.86  (meters)                     GEOID03
 KL0454  DYNAMIC HT  -        3044.333 (meters)    9987.95  (feet)  COMP
 KL0454  MODELED GRAV-     979,175.5   (mgal)                       NAVD 88
 KL0454
 KL0454  VERT ORDER  -  SECOND    CLASS 0
 KL0454
 KL0454.The horizontal coordinates were scaled from a topographic map and have
 KL0454.an estimated accuracy of +/- 6 seconds.
 KL0454
 KL0454.The orthometric height was determined by differential leveling
 KL0454.and adjusted by the National Geodetic Survey in June 1991..
 KL0454
 KL0454.The geoid height was determined by GEOID03.
 KL0454
 KL0454.The dynamic height is computed by dividing the NAVD 88
 KL0454.geopotential number by the normal gravity value computed on the
 KL0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0454.degrees latitude (g = 980.6199 gals.).
 KL0454
 KL0454.The modeled gravity was interpolated from observed gravity values.
 KL0454
 KL0454;                    North         East    Units  Estimated Accuracy
 KL0454;SPC CO C     -   483,970.      812,490.      MT  (+/- 180 meters Scaled)
 KL0454
 KL0454                          SUPERSEDED SURVEY CONTROL
 KL0454
 KL0454  NGVD 29 (??/??/92) 3046.571  (m)         9995.29   (f) ADJ UNCH    2 0
 KL0454
 KL0454.Superseded values are not recommended for survey control.
 KL0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0454.See file dsdata.txt to determine how the superseded data were derived.
 KL0454
 KL0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD550671(NAD 83)
 KL0454_MARKER: DB = BENCH MARK DISK
 KL0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0454_STAMPING: G 279 1951
 KL0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0454+STABILITY: SURFACE MOTION
 KL0454
 KL0454  HISTORY     - Date     Condition        Report By
 KL0454  HISTORY     - 1951     MONUMENTED       CGS
 KL0454  HISTORY     - 1959     GOOD             DOD
 KL0454
 KL0454                          STATION DESCRIPTION
 KL0454
 KL0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0454'10.6 MI N FROM THOMASVILLE.
 KL0454'10.6 MILES NORTH ALONG STATE HIGHWAY 307 FROM ITS JUNCTION WITH STATE
 KL0454'HIGHWAY 104 AT THOMASVILLE, 0.2 MILE EAST OF A LUMBER CAMP, 0.1 MILE
 KL0454'EAST OF A CATTLE GUARD, 185 FEET NORTH OF THE CENTER LINE OF AN EAST
 KL0454'AND WEST TRACK ROAD, 70 FEET NORTHWEST OF A LONE 20 INCH PINE TREE, 24
 KL0454'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 4 FEET NORTH OF A
 KL0454'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9
 KL0454'FOOT ABOVE THE GROUND.
 KL0454
 KL0454                          STATION RECOVERY (1959)
 KL0454
 KL0454'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0232 ***********************************************************************
 LM0232  DESIGNATION -  G 28
 LM0232  PID         -  LM0232
 LM0232  STATE/COUNTY-  CO/ROUTT
 LM0232  USGS QUAD   -  COW CREEK (1969)
 LM0232
 LM0232                         *CURRENT SURVEY CONTROL
 LM0232  ___________________________________________________________________
 LM0232* NAD 83(1986)-  40 29 10.     (N)    106 59 40.     (W)     SCALED    
 LM0232* NAVD 88     -      1986.101  (meters)    6516.07   (feet)  ADJUSTED  
 LM0232  ___________________________________________________________________
 LM0232  GEOID HEIGHT-         -13.08  (meters)                     GEOID03
 LM0232  DYNAMIC HT  -        1984.172 (meters)    6509.74  (feet)  COMP
 LM0232  MODELED GRAV-     979,582.9   (mgal)                       NAVD 88
 LM0232
 LM0232  VERT ORDER  -  FIRST     CLASS II
 LM0232
 LM0232.The horizontal coordinates were scaled from a topographic map and have
 LM0232.an estimated accuracy of +/- 6 seconds.
 LM0232
 LM0232.The orthometric height was determined by differential leveling
 LM0232.and adjusted by the National Geodetic Survey in June 1991..
 LM0232
 LM0232.The geoid height was determined by GEOID03.
 LM0232
 LM0232.The dynamic height is computed by dividing the NAVD 88
 LM0232.geopotential number by the normal gravity value computed on the
 LM0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0232.degrees latitude (g = 980.6199 gals.).
 LM0232
 LM0232.The modeled gravity was interpolated from observed gravity values.
 LM0232
 LM0232;                    North         East    Units  Estimated Accuracy
 LM0232;SPC CO N     -   433,860.      787,710.      MT  (+/- 180 meters Scaled)
 LM0232
 LM0232                          SUPERSEDED SURVEY CONTROL
 LM0232
 LM0232  NGVD 29 (??/??/92) 1984.864  (m)         6512.01   (f) ADJ UNCH    1 2
 LM0232
 LM0232.Superseded values are not recommended for survey control.
 LM0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0232.See file dsdata.txt to determine how the superseded data were derived.
 LM0232
 LM0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE309836(NAD 83)
 LM0232_MARKER: DB = BENCH MARK DISK
 LM0232_SETTING: 0 = UNSPECIFIED SETTING
 LM0232_STAMPING: G 28 1933
 LM0232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0232
 LM0232  HISTORY     - Date     Condition        Report By
 LM0232  HISTORY     - 1933     MONUMENTED       CGS
 LM0232
 LM0232                          STATION DESCRIPTION
 LM0232
 LM0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LM0232'8.5 MI W FROM STEAMBOAT SPRINGS.
 LM0232'8.5 MILES WEST ALONG THE DENVER AND SALT LAKE RAILWAY FROM THE STATION
 LM0232'AT STEAMBOAT SPRINGS, 18 1/2 POLES EAST OF MILEPOST 200, AT A
 LM0232'FARM-ROAD CROSSING, 42 FEET NORTH OF THE NORTH RAIL, 18 FEET WEST OF
 LM0232'THE CENTER LINE OF THE ROAD, AND 7 FEET SOUTH OF THE RIGHT-OF-WAY
 LM0232'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0431 ***********************************************************************
 KL0431  DESIGNATION -  G 280
 KL0431  PID         -  KL0431
 KL0431  STATE/COUNTY-  CO/EAGLE
 KL0431  USGS QUAD   -  EAGLE (1987)
 KL0431
 KL0431                         *CURRENT SURVEY CONTROL
 KL0431  ___________________________________________________________________
 KL0431* NAD 83(1986)-  39 38 52.     (N)    106 52 00.     (W)     SCALED    
 KL0431* NAVD 88     -      1982.188  (meters)    6503.23   (feet)  ADJUSTED  
 KL0431  ___________________________________________________________________
 KL0431  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 KL0431  DYNAMIC HT  -        1980.038 (meters)    6496.17  (feet)  COMP
 KL0431  MODELED GRAV-     979,472.2   (mgal)                       NAVD 88
 KL0431
 KL0431  VERT ORDER  -  SECOND    CLASS 0
 KL0431
 KL0431.The horizontal coordinates were scaled from a topographic map and have
 KL0431.an estimated accuracy of +/- 6 seconds.
 KL0431
 KL0431.The orthometric height was determined by differential leveling
 KL0431.and adjusted by the National Geodetic Survey in June 1991..
 KL0431
 KL0431.The geoid height was determined by GEOID03.
 KL0431
 KL0431.The dynamic height is computed by dividing the NAVD 88
 KL0431.geopotential number by the normal gravity value computed on the
 KL0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0431.degrees latitude (g = 980.6199 gals.).
 KL0431
 KL0431.The modeled gravity was interpolated from observed gravity values.
 KL0431
 KL0431;                    North         East    Units  Estimated Accuracy
 KL0431;SPC CO C     -   507,110.      797,110.      MT  (+/- 180 meters Scaled)
 KL0431
 KL0431                          SUPERSEDED SURVEY CONTROL
 KL0431
 KL0431  NGVD 29 (??/??/92) 1980.857  (m)         6498.86   (f) ADJ UNCH    2 0
 KL0431
 KL0431.Superseded values are not recommended for survey control.
 KL0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0431.See file dsdata.txt to determine how the superseded data were derived.
 KL0431
 KL0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD398903(NAD 83)
 KL0431_MARKER: DB = BENCH MARK DISK
 KL0431_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KL0431_SP_SET: CULVERT
 KL0431_STAMPING: G 280 1951
 KL0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0431
 KL0431  HISTORY     - Date     Condition        Report By
 KL0431  HISTORY     - 1951     MONUMENTED       CGS
 KL0431  HISTORY     - 1979     GOOD             NGS
 KL0431
 KL0431                          STATION DESCRIPTION
 KL0431
 KL0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0431'2.4 MI SW FROM EAGLE.
 KL0431'0.1 MILE NORTH ALONG STATE HIGHWAY 307 FROM THE POST OFFICE AT EAGLE,
 KL0431'THENCE 2.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 24, 115 FEET SOUTH OF
 KL0431'THE SOUTHEAST CORNER OF A 12X12 FOOT CONCRETE BRIDGE ON THE DENVER AND
 KL0431'RIO GRANDE WESTERN RAILROAD, 85 FEET NORTHWEST OF THE CENTER LINE OF A
 KL0431'PRIVATE ROAD LEADING SOUTHEAST TO A FARMHOUSE, 44 FEET SOUTHEAST OF
 KL0431'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE EAST END OF THE
 KL0431'SOUTHEAST HEADWALL OF A 10X12 FOOT CONCRETE CULVERT UNDER THE HIGHWAY,
 KL0431'5 FEET BELOW THE LEVEL OF THE HIGHWAY.
 KL0431
 KL0431                          STATION RECOVERY (1979)
 KL0431
 KL0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KL0431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0103 ***********************************************************************
 KL0103  DESIGNATION -  G 281
 KL0103  PID         -  KL0103
 KL0103  STATE/COUNTY-  CO/EAGLE
 KL0103  USGS QUAD   -  VAIL PASS (1987)
 KL0103
 KL0103                         *CURRENT SURVEY CONTROL
 KL0103  ___________________________________________________________________
 KL0103* NAD 83(1986)-  39 32 05.     (N)    106 12 56.     (W)     SCALED    
 KL0103* NAVD 88     -      3217.197  (meters)   10555.09   (feet)  ADJUSTED  
 KL0103  ___________________________________________________________________
 KL0103  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 KL0103  DYNAMIC HT  -        3212.974 (meters)   10541.23  (feet)  COMP
 KL0103  MODELED GRAV-     979,196.2   (mgal)                       NAVD 88
 KL0103
 KL0103  VERT ORDER  -  SECOND    CLASS 0
 KL0103
 KL0103.The horizontal coordinates were scaled from a topographic map and have
 KL0103.an estimated accuracy of +/- 6 seconds.
 KL0103
 KL0103.The orthometric height was determined by differential leveling
 KL0103.and adjusted by the National Geodetic Survey in June 1991..
 KL0103
 KL0103.The geoid height was determined by GEOID03.
 KL0103
 KL0103.The dynamic height is computed by dividing the NAVD 88
 KL0103.geopotential number by the normal gravity value computed on the
 KL0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0103.degrees latitude (g = 980.6199 gals.).
 KL0103
 KL0103.The modeled gravity was interpolated from observed gravity values.
 KL0103
 KL0103;                    North         East    Units  Estimated Accuracy
 KL0103;SPC CO C     -   493,910.      852,890.      MT  (+/- 180 meters Scaled)
 KL0103
 KL0103                          SUPERSEDED SURVEY CONTROL
 KL0103
 KL0103  NGVD 29 (??/??/92) 3215.391  (m)        10549.16   (f) ADJ UNCH    2 0
 KL0103
 KL0103.Superseded values are not recommended for survey control.
 KL0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0103.See file dsdata.txt to determine how the superseded data were derived.
 KL0103
 KL0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD955768(NAD 83)
 KL0103_MARKER: DB = BENCH MARK DISK
 KL0103_SETTING: 80 = SET IN A BOULDER
 KL0103_SP_SET: BOULDER
 KL0103_STAMPING: G 281 1951
 KL0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0103+STABILITY: SURFACE MOTION
 KL0103
 KL0103  HISTORY     - Date     Condition        Report By
 KL0103  HISTORY     - 1951     MONUMENTED       CGS
 KL0103  HISTORY     - 1959     GOOD             DOD
 KL0103
 KL0103                          STATION DESCRIPTION
 KL0103
 KL0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0103'13.35 MI NW FROM KOKOMO.
 KL0103'8.0 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ITS JUNCTION WITH
 KL0103'COUNTY ROAD 304 AT KOKOMO, THENCE 5.35 MILES WEST ALONG U.S. HIGHWAY
 KL0103'6, 0.65 MILE NORTHWEST OF A JUNCTION WITH STATE HIGHWAY 293.  0.15
 KL0103'MILE SOUTHEAST OF THE SOUTHEAST END OF BLACK LAKE, 66 FEET EAST OF THE
 KL0103'CENTER LINE OF THE HIGHWAY, 44 FEET SOUTHEAST OF A FOREST SERVICE
 KL0103'SIGN, SET IN THE TOP OF THE CENTER OF A LARGE GRANITE BOULDER, 0.5
 KL0103'FOOT ABOVE THE GROUND.  NOTE-- THE MARK IS 76 FEET SOUTH FROM THE EDGE
 KL0103'OF A SMALL STREAM AND 4.4 FEET HIGHER.  54 FEET NORTH FROM THE EDGE OF
 KL0103'A SMALL POND AND 3.7 FEET HIGHER.  66 FEET EAST OF THE CENTERLINE OF
 KL0103'U.S. HIGHWAY 6 AND 1.4 FEET LOWER.  30 FEET WEST OF THE EDGE OF
 KL0103'ANOTHER SMALL STREAM AND 4.1 FEET HIGHER.
 KL0103
 KL0103                          STATION RECOVERY (1959)
 KL0103
 KL0103'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5565 ***********************************************************************
 DF5565  DESIGNATION -  G 281 RESET
 DF5565  PID         -  DF5565
 DF5565  STATE/COUNTY-  CO/SUMMIT
 DF5565  USGS QUAD   -  VAIL PASS (1987)
 DF5565
 DF5565                         *CURRENT SURVEY CONTROL
 DF5565  ___________________________________________________________________
 DF5565* NAD 83(1986)-  39 31 47.     (N)    106 13 00.     (W)     SCALED    
 DF5565* NAVD 88     -      3231.964  (meters)   10603.54   (feet)  ADJUSTED  
 DF5565  ___________________________________________________________________
 DF5565  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 DF5565  DYNAMIC HT  -        3227.709 (meters)   10589.58  (feet)  COMP
 DF5565  MODELED GRAV-     979,191.8   (mgal)                       NAVD 88
 DF5565
 DF5565  VERT ORDER  -  FIRST     CLASS II
 DF5565
 DF5565.The horizontal coordinates were scaled from a topographic map and have
 DF5565.an estimated accuracy of +/- 6 seconds.
 DF5565
 DF5565.The orthometric height was determined by differential leveling
 DF5565.and adjusted by the National Geodetic Survey in November 2003..
 DF5565
 DF5565.The geoid height was determined by GEOID03.
 DF5565
 DF5565.The dynamic height is computed by dividing the NAVD 88
 DF5565.geopotential number by the normal gravity value computed on the
 DF5565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5565.degrees latitude (g = 980.6199 gals.).
 DF5565
 DF5565.The modeled gravity was interpolated from observed gravity values.
 DF5565
 DF5565;                    North         East    Units  Estimated Accuracy
 DF5565;SPC CO C     -   493,360.      852,790.      MT  (+/- 180 meters Scaled)
 DF5565
 DF5565                          SUPERSEDED SURVEY CONTROL
 DF5565
 DF5565.No superseded survey control is available for this station.
 DF5565
 DF5565_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD954762(NAD 83)
 DF5565_MARKER: DV = VERTICAL CONTROL DISK
 DF5565_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DF5565_SP_SET: BRIDGE GUARDRAIL
 DF5565_STAMPING: G 281 RESET 1973
 DF5565_MARK LOGO: CGS   
 DF5565_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF5565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5565+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2001
 DF5565
 DF5565  HISTORY     - Date     Condition        Report By
 DF5565  HISTORY     - 1973     MONUMENTED       NGS
 DF5565  HISTORY     - 20010730 GOOD             NGS
 DF5565
 DF5565                          STATION DESCRIPTION
 DF5565
 DF5565'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5565'THE STATION IS LOCATED ABOUT 3.9 MI NORTHWEST OF COPPER MOUNTAIN, 0.1
 DF5565'MI SOUTH OF VAIL
 DF5565'PASS AND AT INTERSTATE 70 EXIT 190, VAIL PASS. OWNERSHIP--COLORADO
 DF5565'DEPT. OF
 DF5565'TRANSPORTATION RIGHT-OF-WAY.
 DF5565' 
 DF5565'TO REACH THE STATION FROM THE OVER PASS AT EXIT 190, VAIL PASS, ON
 DF5565'INTERSTATE 70, GO 0.05 MI
 DF5565'TO THE NORTHWEST CORNER OF THE STRUCTURE NUMBER --F-12-AJ--, AND THE
 DF5565'STATION ON TOP OF
 DF5565'THE CONCRETE GUARD RAIL.
 DF5565' 
 DF5565'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF THE
 DF5565'CONCRETE GUARD RAIL
 DF5565'IN THE NORTHWEST CORNER OF THE OVERPASS. IT IS 36.1 M WEST FROM THE
 DF5565'CENTER OF THE
 DF5565'INTERSTATE, 5.2 M NORTH FROM THE CENTER LINE OF THE OVERPASS TO THE
 DF5565'VAIL PASS REST AREA,
 DF5565'1.9 M EAST FROM THE EXPANSION JOINT OF THE WEST SIDE OF THE BRIDGE AND
 DF5565'ABOUT 0.85 M ABOVE
 DF5565'THE ROAD.
 DF5565' 
 DF5565'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0389 ***********************************************************************
 KL0389  DESIGNATION -  G 282
 KL0389  PID         -  KL0389
 KL0389  STATE/COUNTY-  CO/PITKIN
 KL0389  USGS QUAD   -  NAST (1994)
 KL0389
 KL0389                         *CURRENT SURVEY CONTROL
 KL0389  ___________________________________________________________________
 KL0389* NAD 83(1986)-  39 16 28.     (N)    106 34 36.     (W)     SCALED    
 KL0389* NAVD 88     -      2862.180  (meters)    9390.34   (feet)  ADJUSTED  
 KL0389  ___________________________________________________________________
 KL0389  GEOID HEIGHT-         -12.87  (meters)                     GEOID03
 KL0389  DYNAMIC HT  -        2858.017 (meters)    9376.68  (feet)  COMP
 KL0389  MODELED GRAV-     979,072.4   (mgal)                       NAVD 88
 KL0389
 KL0389  VERT ORDER  -  SECOND    CLASS 0
 KL0389
 KL0389.The horizontal coordinates were scaled from a topographic map and have
 KL0389.an estimated accuracy of +/- 6 seconds.
 KL0389
 KL0389.The orthometric height was determined by differential leveling
 KL0389.and adjusted by the National Geodetic Survey in June 1991..
 KL0389
 KL0389.The geoid height was determined by GEOID03.
 KL0389
 KL0389.The dynamic height is computed by dividing the NAVD 88
 KL0389.geopotential number by the normal gravity value computed on the
 KL0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0389.degrees latitude (g = 980.6199 gals.).
 KL0389
 KL0389.The modeled gravity was interpolated from observed gravity values.
 KL0389
 KL0389;                    North         East    Units  Estimated Accuracy
 KL0389;SPC CO C     -   465,330.      821,500.      MT  (+/- 180 meters Scaled)
 KL0389
 KL0389                          SUPERSEDED SURVEY CONTROL
 KL0389
 KL0389  NGVD 29 (??/??/92) 2859.990  (m)         9383.15   (f) ADJ UNCH    2 0
 KL0389
 KL0389.Superseded values are not recommended for survey control.
 KL0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0389.See file dsdata.txt to determine how the superseded data were derived.
 KL0389
 KL0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD639484(NAD 83)
 KL0389_MARKER: DB = BENCH MARK DISK
 KL0389_SETTING: 80 = SET IN A BOULDER
 KL0389_SP_SET: BOULDER
 KL0389_STAMPING: G 282 1951
 KL0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0389+STABILITY: SURFACE MOTION
 KL0389
 KL0389  HISTORY     - Date     Condition        Report By
 KL0389  HISTORY     - 1951     MONUMENTED       CGS
 KL0389  HISTORY     - 1959     GOOD             DOD
 KL0389
 KL0389                          STATION DESCRIPTION
 KL0389
 KL0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0389'10.45 MI SE FROM THOMASVILLE.
 KL0389'7.5 MILES SOUTHEAST ALONG STATE HIGHWAY 104 FROM ITS JUNCION WITH
 KL0389'STATE HIGHWAY 307 AT THOMASVILLE, THENCE 0.6 MILE SOUTH ALONG A ROAD
 KL0389'LEAING TO THE IVANHOE RESORT, THENCE 0.1 MILE SOUTHEAST ALONG A DIRT
 KL0389'ROAD LEADING TO A PRIVATE CABIN, THENCE 2.25 MILES SOUTHEAST BY HORSE
 KL0389'TRAIL ALONG THE FRYING PAN RIVER, 16 FEET SOUTHEAST OF A 16 INCH PINE
 KL0389'TREE, 30 FEET NORTHWEST OF A 10 INCH TRIANGULAR BLAZED PINE TREE, 10
 KL0389'FEET NORTH OF THE CENTER LINE OF THE TRAIL, SET IN THE TOP OF THE
 KL0389'CENTER OF A 40X200 FOOT GRANITE BOULDER.
 KL0389
 KL0389                          STATION RECOVERY (1959)
 KL0389
 KL0389'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0163 ***********************************************************************
 KL0163  DESIGNATION -  G 283
 KL0163  PID         -  KL0163
 KL0163  STATE/COUNTY-  CO/LAKE
 KL0163  USGS QUAD   -  CLIMAX (1994)
 KL0163
 KL0163                         *CURRENT SURVEY CONTROL
 KL0163  ___________________________________________________________________
 KL0163* NAD 83(1986)-  39 21 41.     (N)    106 11 48.     (W)     SCALED    
 KL0163* NAVD 88     -      3324.573  (meters)   10907.37   (feet)  ADJUSTED  
 KL0163  ___________________________________________________________________
 KL0163  GEOID HEIGHT-         -12.70  (meters)                     GEOID03
 KL0163  DYNAMIC HT  -        3320.010 (meters)   10892.40  (feet)  COMP
 KL0163  MODELED GRAV-     979,133.2   (mgal)                       NAVD 88
 KL0163
 KL0163  VERT ORDER  -  FIRST     CLASS II
 KL0163
 KL0163.The horizontal coordinates were scaled from a topographic map and have
 KL0163.an estimated accuracy of +/- 6 seconds.
 KL0163
 KL0163.The orthometric height was determined by differential leveling
 KL0163.and adjusted by the National Geodetic Survey in June 1991..
 KL0163
 KL0163.The geoid height was determined by GEOID03.
 KL0163
 KL0163.The dynamic height is computed by dividing the NAVD 88
 KL0163.geopotential number by the normal gravity value computed on the
 KL0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0163.degrees latitude (g = 980.6199 gals.).
 KL0163
 KL0163.The modeled gravity was interpolated from observed gravity values.
 KL0163
 KL0163;                    North         East    Units  Estimated Accuracy
 KL0163;SPC CO C     -   474,660.      854,360.      MT  (+/- 180 meters Scaled)
 KL0163
 KL0163                          SUPERSEDED SURVEY CONTROL
 KL0163
 KL0163  NGVD 29 (??/??/92) 3322.652  (m)        10901.07   (f) ADJ UNCH    1 2
 KL0163
 KL0163.Superseded values are not recommended for survey control.
 KL0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0163.See file dsdata.txt to determine how the superseded data were derived.
 KL0163
 KL0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD969575(NAD 83)
 KL0163_MARKER: DB = BENCH MARK DISK
 KL0163_SETTING: 80 = SET IN A BOULDER
 KL0163_SP_SET: BOULDER
 KL0163_STAMPING: G 283 1951
 KL0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0163+STABILITY: SURFACE MOTION
 KL0163
 KL0163  HISTORY     - Date     Condition        Report By
 KL0163  HISTORY     - 1951     MONUMENTED       CGS
 KL0163  HISTORY     - 1970     GOOD             USGS
 KL0163
 KL0163                          STATION DESCRIPTION
 KL0163
 KL0163'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KL0163'10.8 MI NE FROM LEADVILLE.
 KL0163'1.8 MI. SW ALONG STATE HIGHWAY 91 FROM THE ENTRANCE TO THE CLIMAX
 KL0163'MOLYBDENUM COMPANY MINE AT CLIMAX.  LEADVILLE, 1.3 MILES NORTHEAST
 KL0163'ALONG U.S. HIGHWAY 24, THENCE 9.5 MILES NORTHEAST ALONG STATE HIGHWAY
 KL0163'91 FROM THE COUNTY COURTHOUSE AT, 1.75 MILES SOUTHWEST ALONG STATE
 KL0163'HIGHWAY 91 FROM THE SUMMIT OF FREMONT PASS, 300 FT. NORTH OF CENTER
 KL0163'LINE OF HIGHWAY, 112 FT. WEST OF CENTER LINE OF THE OLD HIGHWAY GRADE,
 KL0163'SET IN THE TOP OF THE EAST END OF AN 8X8 FOOT GRANITE BOULDER
 KL0163'PROJECTING 2 FT., A STANDARD DISK STAMPED G 283, 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0196 ***********************************************************************
 KL0196  DESIGNATION -  G 284
 KL0196  PID         -  KL0196
 KL0196  STATE/COUNTY-  CO/LAKE
 KL0196  USGS QUAD   -  CLIMAX (1994)
 KL0196
 KL0196                         *CURRENT SURVEY CONTROL
 KL0196  ___________________________________________________________________
 KL0196* NAD 83(1986)-  39 15 31.     (N)    106 13 43.     (W)     SCALED    
 KL0196* NAVD 88     -      3371.757  (meters)   11062.17   (feet)  ADJUSTED  
 KL0196  ___________________________________________________________________
 KL0196  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 KL0196  DYNAMIC HT  -        3367.048 (meters)   11046.72  (feet)  COMP
 KL0196  MODELED GRAV-     979,107.3   (mgal)                       NAVD 88
 KL0196
 KL0196  VERT ORDER  -  SECOND    CLASS 0
 KL0196
 KL0196.The horizontal coordinates were scaled from a topographic map and have
 KL0196.an estimated accuracy of +/- 6 seconds.
 KL0196
 KL0196.The orthometric height was determined by differential leveling
 KL0196.and adjusted by the National Geodetic Survey in June 1991..
 KL0196
 KL0196.The geoid height was determined by GEOID03.
 KL0196
 KL0196.The dynamic height is computed by dividing the NAVD 88
 KL0196.geopotential number by the normal gravity value computed on the
 KL0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0196.degrees latitude (g = 980.6199 gals.).
 KL0196
 KL0196.The modeled gravity was interpolated from observed gravity values.
 KL0196
 KL0196;                    North         East    Units  Estimated Accuracy
 KL0196;SPC CO C     -   463,270.      851,520.      MT  (+/- 180 meters Scaled)
 KL0196
 KL0196                          SUPERSEDED SURVEY CONTROL
 KL0196
 KL0196  NGVD 29 (??/??/92) 3369.788  (m)        11055.71   (f) ADJ UNCH    2 0
 KL0196
 KL0196.Superseded values are not recommended for survey control.
 KL0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0196.See file dsdata.txt to determine how the superseded data were derived.
 KL0196
 KL0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD939461(NAD 83)
 KL0196_MARKER: DB = BENCH MARK DISK
 KL0196_SETTING: 80 = SET IN A BOULDER
 KL0196_SP_SET: BOULDER
 KL0196_STAMPING: G 284 1951
 KL0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0196+STABILITY: SURFACE MOTION
 KL0196
 KL0196  HISTORY     - Date     Condition        Report By
 KL0196  HISTORY     - 1951     MONUMENTED       CGS
 KL0196  HISTORY     - 1959     GOOD             DOD
 KL0196
 KL0196                          STATION DESCRIPTION
 KL0196
 KL0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0196'3.75 MI E FROM LEADVILLE.
 KL0196'0.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE AT
 KL0196'LEADVILLE, THENCE 3.65 MILES EAST ALONG STATE HIGHWAY 300, 279 FEET
 KL0196'NORTH OF THE CENTER OF TWO 36 INCH PIPE CULVERTS, 118 FEET NORTH OF
 KL0196'THE CENTER LINE OF THE HIGHWAY, 31 FEET SOUTHEAST OF A TWIN 18 INCH
 KL0196'PINE TREE, SET IN THE TOP OF THE CENTER OF A 4X6 FOOT GRANITE BOULDER,
 KL0196'1 FOOT ABOVE THE GROUND.
 KL0196
 KL0196                          STATION RECOVERY (1959)
 KL0196
 KL0196'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0679 ***********************************************************************
 JK0679  DESIGNATION -  G 285
 JK0679  PID         -  JK0679
 JK0679  STATE/COUNTY-  CO/CHAFFEE
 JK0679  USGS QUAD   -  CAMERON MOUNTAIN (1994)
 JK0679
 JK0679                         *CURRENT SURVEY CONTROL
 JK0679  ___________________________________________________________________
 JK0679* NAD 83(1986)-  38 38 29.     (N)    105 55 38.     (W)     SCALED    
 JK0679* NAVD 88     -      2949.313  (meters)    9676.20   (feet)  ADJUSTED  
 JK0679  ___________________________________________________________________
 JK0679  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 JK0679  DYNAMIC HT  -        2945.460 (meters)    9663.56  (feet)  COMP
 JK0679  MODELED GRAV-     979,213.5   (mgal)                       NAVD 88
 JK0679
 JK0679  VERT ORDER  -  SECOND    CLASS 0
 JK0679
 JK0679.The horizontal coordinates were scaled from a topographic map and have
 JK0679.an estimated accuracy of +/- 6 seconds.
 JK0679
 JK0679.The orthometric height was determined by differential leveling
 JK0679.and adjusted by the National Geodetic Survey in June 1991..
 JK0679
 JK0679.The geoid height was determined by GEOID03.
 JK0679
 JK0679.The dynamic height is computed by dividing the NAVD 88
 JK0679.geopotential number by the normal gravity value computed on the
 JK0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0679.degrees latitude (g = 980.6199 gals.).
 JK0679
 JK0679.The modeled gravity was interpolated from observed gravity values.
 JK0679
 JK0679;                    North         East    Units  Estimated Accuracy
 JK0679;SPC CO C     -   394,590.      877,210.      MT  (+/- 180 meters Scaled)
 JK0679
 JK0679                          SUPERSEDED SURVEY CONTROL
 JK0679
 JK0679  NGVD 29 (??/??/92) 2947.709  (m)         9670.94   (f) ADJ UNCH    2 0
 JK0679
 JK0679.Superseded values are not recommended for survey control.
 JK0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0679.See file dsdata.txt to determine how the superseded data were derived.
 JK0679
 JK0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC193773(NAD 83)
 JK0679_MARKER: DB = BENCH MARK DISK
 JK0679_SETTING: 66 = SET IN ROCK OUTCROP
 JK0679_SP_SET: GRANITE OUTCROP
 JK0679_STAMPING: G 285 1951
 JK0679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0679+STABILITY: POSITION/ELEVATION WELL
 JK0679
 JK0679  HISTORY     - Date     Condition        Report By
 JK0679  HISTORY     - 1951     MONUMENTED       CGS
 JK0679
 JK0679                          STATION DESCRIPTION
 JK0679
 JK0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0679'11.0 MI NE FROM SALIDA.
 JK0679'1.0 MILE NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0679'RAILROAD FROM THE STATION AT SALIDA, THENCE 10.0 MILES NORTHEAST
 JK0679'ALONG THE UTE TRAIL, 0.25 MILES SOUTHWEST OF A GRAVELED ROAD LEADING
 JK0679'SOUTHEAST TO A RANCH HOUSE, 225 FEET SOUTHWEST OF THE SOUTHWEST
 JK0679'CORNER OF AN ABANDONED LOG CABIN, 78 FEET NORTHWEST OF THE CENTER LINE
 JK0679'OF THE UTE TRAIL, 8 FEET SOUTHWEST OF A LONE 6 IN PINE TREE, 3 FEET
 JK0679'ABOVE THE LEVEL OF THE ROAD, 1 FOOT ABOVE THE GROUND, SET IN THE TOP
 JK0679'OF A GRANITE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0694 ***********************************************************************
 JK0694  DESIGNATION -  G 286
 JK0694  PID         -  JK0694
 JK0694  STATE/COUNTY-  CO/FREMONT
 JK0694  USGS QUAD   -  BLACK MOUNTAIN (1994)
 JK0694
 JK0694                         *CURRENT SURVEY CONTROL
 JK0694  ___________________________________________________________________
 JK0694* NAD 83(1986)-  38 38 20.     (N)    105 43 36.     (W)     SCALED    
 JK0694* NAVD 88     -      2861.857  (meters)    9389.28   (feet)  ADJUSTED  
 JK0694  ___________________________________________________________________
 JK0694  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 JK0694  DYNAMIC HT  -        2858.125 (meters)    9377.03  (feet)  COMP
 JK0694  MODELED GRAV-     979,219.9   (mgal)                       NAVD 88
 JK0694
 JK0694  VERT ORDER  -  SECOND    CLASS 0
 JK0694
 JK0694.The horizontal coordinates were scaled from a topographic map and have
 JK0694.an estimated accuracy of +/- 6 seconds.
 JK0694
 JK0694.The orthometric height was determined by differential leveling
 JK0694.and adjusted by the National Geodetic Survey in June 1991..
 JK0694
 JK0694.The geoid height was determined by GEOID03.
 JK0694
 JK0694.The dynamic height is computed by dividing the NAVD 88
 JK0694.geopotential number by the normal gravity value computed on the
 JK0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0694.degrees latitude (g = 980.6199 gals.).
 JK0694
 JK0694.The modeled gravity was interpolated from observed gravity values.
 JK0694
 JK0694;                    North         East    Units  Estimated Accuracy
 JK0694;SPC CO C     -   394,250.      894,670.      MT  (+/- 180 meters Scaled)
 JK0694
 JK0694                          SUPERSEDED SURVEY CONTROL
 JK0694
 JK0694  NGVD 29 (??/??/92) 2860.272  (m)         9384.08   (f) ADJ UNCH    2 0
 JK0694
 JK0694.Superseded values are not recommended for survey control.
 JK0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0694.See file dsdata.txt to determine how the superseded data were derived.
 JK0694
 JK0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC367769(NAD 83)
 JK0694_MARKER: DB = BENCH MARK DISK
 JK0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0694_STAMPING: G 286 1951
 JK0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0694+STABILITY: SURFACE MOTION
 JK0694
 JK0694  HISTORY     - Date     Condition        Report By
 JK0694  HISTORY     - 1951     MONUMENTED       CGS
 JK0694
 JK0694                          STATION DESCRIPTION
 JK0694
 JK0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0694'23.9 MI NE FROM SALIDA.
 JK0694'1.0 MILE NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0694'RAILROAD FROM THE STATION AT SALIDA, THENCE 22.9 MILES NORTHEAST
 JK0694'ALONG THE UTE TRAIL, 0.75 MILE NORTHEAST OF A CATTLE GUARD,
 JK0694'0.45 MILE SOUTHWEST OF A SMALL WOODEN BRIDGE, 99 FEET NORTH OF THE
 JK0694'CENTER LINE OF A SMALL DITCH, 74 FEET NORTHWEST OF THE CENTER
 JK0694'LINE OF THE UTE TRAIL, 3 FEET SOUTHWEST OF A WITNESS POST,
 JK0694'5 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A CONCRETE
 JK0694'POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND,
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0458 ***********************************************************************
 JK0458  DESIGNATION -  G 287
 JK0458  PID         -  JK0458
 JK0458  STATE/COUNTY-  CO/FREMONT
 JK0458  USGS QUAD   -  COVER MOUNTAIN (1983)
 JK0458
 JK0458                         *CURRENT SURVEY CONTROL
 JK0458  ___________________________________________________________________
 JK0458* NAD 83(1986)-  38 37 38.     (N)    105 27 33.     (W)     SCALED    
 JK0458* NAVD 88     -      2283.925  (meters)    7493.18   (feet)  ADJUSTED  
 JK0458  ___________________________________________________________________
 JK0458  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 JK0458  DYNAMIC HT  -        2281.219 (meters)    7484.30  (feet)  COMP
 JK0458  MODELED GRAV-     979,361.0   (mgal)                       NAVD 88
 JK0458
 JK0458  VERT ORDER  -  SECOND    CLASS 0
 JK0458
 JK0458.The horizontal coordinates were scaled from a topographic map and have
 JK0458.an estimated accuracy of +/- 6 seconds.
 JK0458
 JK0458.The orthometric height was determined by differential leveling
 JK0458.and adjusted by the National Geodetic Survey in June 1991..
 JK0458
 JK0458.The geoid height was determined by GEOID03.
 JK0458
 JK0458.The dynamic height is computed by dividing the NAVD 88
 JK0458.geopotential number by the normal gravity value computed on the
 JK0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0458.degrees latitude (g = 980.6199 gals.).
 JK0458
 JK0458.The modeled gravity was interpolated from observed gravity values.
 JK0458
 JK0458;                    North         East    Units  Estimated Accuracy
 JK0458;SPC CO C     -   392,930.      917,960.      MT  (+/- 180 meters Scaled)
 JK0458
 JK0458                          SUPERSEDED SURVEY CONTROL
 JK0458
 JK0458  NGVD 29 (??/??/92) 2282.637  (m)         7488.95   (f) ADJ UNCH    2 0
 JK0458
 JK0458.Superseded values are not recommended for survey control.
 JK0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0458.See file dsdata.txt to determine how the superseded data were derived.
 JK0458
 JK0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC600755(NAD 83)
 JK0458_MARKER: DB = BENCH MARK DISK
 JK0458_SETTING: 66 = SET IN ROCK OUTCROP
 JK0458_SP_SET: GRANITE OUTCROP
 JK0458_STAMPING: G 287 1951
 JK0458_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0458+STABILITY: POSITION/ELEVATION WELL
 JK0458
 JK0458  HISTORY     - Date     Condition        Report By
 JK0458  HISTORY     - 1951     MONUMENTED       CGS
 JK0458  HISTORY     - 1976     MARK NOT FOUND   USGS
 JK0458
 JK0458                          STATION DESCRIPTION
 JK0458
 JK0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0458'15.2 MI NW FROM PARKDALE.
 JK0458'1.3 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0458'RAILROAD FROM THE STATION AT PARKDALE, THENCE 1.6 MILES NORTHEAST
 JK0458'ALONG U.S. HIGHWAY 50, THENCE 12.3 MILES NORTHWEST ALONG STATE
 JK0458'HIGHWAY 9, AT A CURVE IN THE HIGHWAY, 22 FEET NORTHEAST OF THE CENTER
 JK0458'LINE OF THE HIGHWAY, 7 FEET NORTH OF A LONE 4 INCH PINE TREE, 1 FOOT
 JK0458'ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A LARGE
 JK0458'GRANITE OUTCROP.
 JK0458
 JK0458                          STATION RECOVERY (1976)
 JK0458
 JK0458'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JK0458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0705 ***********************************************************************
 JK0705  DESIGNATION -  G 288
 JK0705  PID         -  JK0705
 JK0705  STATE/COUNTY-  CO/FREMONT
 JK0705  USGS QUAD   -  BLACK MOUNTAIN (1994)
 JK0705
 JK0705                         *CURRENT SURVEY CONTROL
 JK0705  ___________________________________________________________________
 JK0705* NAD 83(1986)-  38 42 39.     (N)    105 38 55.     (W)     SCALED    
 JK0705* NAVD 88     -      2883.987  (meters)    9461.88   (feet)  ADJUSTED  
 JK0705  ___________________________________________________________________
 JK0705  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 JK0705  DYNAMIC HT  -        2880.264 (meters)    9449.67  (feet)  COMP
 JK0705  MODELED GRAV-     979,231.9   (mgal)                       NAVD 88
 JK0705
 JK0705  VERT ORDER  -  SECOND    CLASS 0
 JK0705
 JK0705.The horizontal coordinates were scaled from a topographic map and have
 JK0705.an estimated accuracy of +/- 6 seconds.
 JK0705
 JK0705.The orthometric height was determined by differential leveling
 JK0705.and adjusted by the National Geodetic Survey in June 1991..
 JK0705
 JK0705.The geoid height was determined by GEOID03.
 JK0705
 JK0705.The dynamic height is computed by dividing the NAVD 88
 JK0705.geopotential number by the normal gravity value computed on the
 JK0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0705.degrees latitude (g = 980.6199 gals.).
 JK0705
 JK0705.The modeled gravity was interpolated from observed gravity values.
 JK0705
 JK0705;                    North         East    Units  Estimated Accuracy
 JK0705;SPC CO C     -   402,220.      901,480.      MT  (+/- 180 meters Scaled)
 JK0705
 JK0705                          SUPERSEDED SURVEY CONTROL
 JK0705
 JK0705  NGVD 29 (??/??/92) 2882.442  (m)         9456.81   (f) ADJ UNCH    2 0
 JK0705
 JK0705.Superseded values are not recommended for survey control.
 JK0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0705.See file dsdata.txt to determine how the superseded data were derived.
 JK0705
 JK0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC436848(NAD 83)
 JK0705_MARKER: DB = BENCH MARK DISK
 JK0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0705_STAMPING: G 288 1951
 JK0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0705+STABILITY: SURFACE MOTION
 JK0705
 JK0705  HISTORY     - Date     Condition        Report By
 JK0705  HISTORY     - 1951     MONUMENTED       CGS
 JK0705
 JK0705                          STATION DESCRIPTION
 JK0705
 JK0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0705'10.4 MI SW FROM GUFFEY.
 JK0705'1.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 JK0705'GUFFEY, THENCE 1.6 MILES NORTHWEST ALONG STATE HIGHWAY 9,THENCE 7.4
 JK0705'MILES SOUTHWEST ALONG A GRAVELED ROAD, 0.3 MILE SOUTHEAST OF A
 JK0705'JUNCTION WITH A TRACK ROAD LEADING WEST, 135 FEET NORTH OF THE
 JK0705'CENTER OF A WIRE GATE, 94 FEET NORTHEAST OF THE CENTER LINE OF
 JK0705'THE ROAD, 1 FOOT WEST OF A FENCE, 3 FEET SOUTH OF A WITNESS POST,
 JK0705'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 JK0705'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0958 ***********************************************************************
 KK0958  DESIGNATION -  G 289
 KK0958  PID         -  KK0958
 KK0958  STATE/COUNTY-  CO/PARK
 KK0958  USGS QUAD   -  HARTSEL (1956)
 KK0958
 KK0958                         *CURRENT SURVEY CONTROL
 KK0958  ___________________________________________________________________
 KK0958* NAD 83(1986)-  39 00 03.     (N)    105 46 19.     (W)     SCALED    
 KK0958* NAVD 88     -      2698.305  (meters)    8852.69   (feet)  ADJUSTED  
 KK0958  ___________________________________________________________________
 KK0958  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 KK0958  DYNAMIC HT  -        2694.946 (meters)    8841.67  (feet)  COMP
 KK0958  MODELED GRAV-     979,284.8   (mgal)                       NAVD 88
 KK0958
 KK0958  VERT ORDER  -  SECOND    CLASS 0
 KK0958
 KK0958.The horizontal coordinates were scaled from a topographic map and have
 KK0958.an estimated accuracy of +/- 6 seconds.
 KK0958
 KK0958.The orthometric height was determined by differential leveling
 KK0958.and adjusted by the National Geodetic Survey in June 1991..
 KK0958
 KK0958.The geoid height was determined by GEOID03.
 KK0958
 KK0958.The dynamic height is computed by dividing the NAVD 88
 KK0958.geopotential number by the normal gravity value computed on the
 KK0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0958.degrees latitude (g = 980.6199 gals.).
 KK0958
 KK0958.The modeled gravity was interpolated from observed gravity values.
 KK0958
 KK0958;                    North         East    Units  Estimated Accuracy
 KK0958;SPC CO C     -   434,440.      890,850.      MT  (+/- 180 meters Scaled)
 KK0958
 KK0958                          SUPERSEDED SURVEY CONTROL
 KK0958
 KK0958  NGVD 29 (??/??/92) 2696.793  (m)         8847.73   (f) ADJ UNCH    2 0
 KK0958
 KK0958.Superseded values are not recommended for survey control.
 KK0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0958.See file dsdata.txt to determine how the superseded data were derived.
 KK0958
 KK0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD331171(NAD 83)
 KK0958_MARKER: DB = BENCH MARK DISK
 KK0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0958_STAMPING: G 289 1951
 KK0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0958+STABILITY: SURFACE MOTION
 KK0958
 KK0958  HISTORY     - Date     Condition        Report By
 KK0958  HISTORY     - 1951     MONUMENTED       CGS
 KK0958
 KK0958                          STATION DESCRIPTION
 KK0958
 KK0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0958'1.9 MI SE FROM HARTSEL.
 KK0958'1.9 MILES SOUTHEAST ALONG STATE HIGHWAY 9 FROM ITS JUNCTION WITH
 KK0958'U.S. HIGHWAY 24 AT HARTSEL, 320 FEET EAST OF THE CENTER OF A JUNCTION
 KK0958'WITH A GRAVELED ROAD LEADING SOUTH, 160 FEET NORTH OF THE CENTER
 KK0958'LINE OF THE HIGHWAY, 130 FEET SOUTH OF A FENCE, 3 FEET WEST OF A
 KK0958'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 KK0958'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0259 ***********************************************************************
 LM0259  DESIGNATION -  G 29
 LM0259  PID         -  LM0259
 LM0259  STATE/COUNTY-  CO/ROUTT
 LM0259  USGS QUAD   -  TOPONAS (1972)
 LM0259
 LM0259                         *CURRENT SURVEY CONTROL
 LM0259  ___________________________________________________________________
 LM0259* NAD 83(1986)-  40 03 33.     (N)    106 47 48.     (W)     SCALED    
 LM0259* NAVD 88     -      2515.246  (meters)    8252.10   (feet)  ADJUSTED  
 LM0259  ___________________________________________________________________
 LM0259  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 LM0259  DYNAMIC HT  -        2512.441 (meters)    8242.90  (feet)  COMP
 LM0259  MODELED GRAV-     979,419.8   (mgal)                       NAVD 88
 LM0259
 LM0259  VERT ORDER  -  FIRST     CLASS II
 LM0259
 LM0259.The horizontal coordinates were scaled from a topographic map and have
 LM0259.an estimated accuracy of +/- 6 seconds.
 LM0259
 LM0259.The orthometric height was determined by differential leveling
 LM0259.and adjusted by the National Geodetic Survey in June 1991..
 LM0259
 LM0259.The geoid height was determined by GEOID03.
 LM0259
 LM0259.The dynamic height is computed by dividing the NAVD 88
 LM0259.geopotential number by the normal gravity value computed on the
 LM0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0259.degrees latitude (g = 980.6199 gals.).
 LM0259
 LM0259.The modeled gravity was interpolated from observed gravity values.
 LM0259
 LM0259;                    North         East    Units  Estimated Accuracy
 LM0259;SPC CO N     -   386,200.      803,780.      MT  (+/- 180 meters Scaled)
 LM0259
 LM0259                          SUPERSEDED SURVEY CONTROL
 LM0259
 LM0259  NGVD 29 (??/??/92) 2513.741  (m)         8247.17   (f) ADJ UNCH    1 2
 LM0259
 LM0259.Superseded values are not recommended for survey control.
 LM0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0259.See file dsdata.txt to determine how the superseded data were derived.
 LM0259
 LM0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE467358(NAD 83)
 LM0259_MARKER: DB = BENCH MARK DISK
 LM0259_SETTING: 0 = UNSPECIFIED SETTING
 LM0259_STAMPING: G 29 1933
 LM0259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0259
 LM0259  HISTORY     - Date     Condition        Report By
 LM0259  HISTORY     - 1933     MONUMENTED       CGS
 LM0259
 LM0259                          STATION DESCRIPTION
 LM0259
 LM0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LM0259'IN TOPONAS.
 LM0259'AT TOPONAS, 425 FEET SOUTH OF THE DENVER AND SALT LAKE RAILWAY
 LM0259'STATION, 87 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 69 FEET
 LM0259'NORTH OF THE CENTER LINE OF A CROSS ROAD, 8 FEET WEST OF THE
 LM0259'RIGHT-OF-WAY FENCE, AND 5 FEET NORTH OF A FENCE PARALLELING THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0391 ***********************************************************************
 JK0391  DESIGNATION -  G 290
 JK0391  PID         -  JK0391
 JK0391  STATE/COUNTY-  CO/PARK
 JK0391  USGS QUAD   -  WITCHER MOUNTAIN (1984)
 JK0391
 JK0391                         *CURRENT SURVEY CONTROL
 JK0391  ___________________________________________________________________
 JK0391* NAD 83(1986)-  38 46 14.     (N)    105 23 37.     (W)     SCALED    
 JK0391* NAVD 88     -      2566.066  (meters)    8418.83   (feet)  ADJUSTED  
 JK0391  ___________________________________________________________________
 JK0391  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 JK0391  DYNAMIC HT  -        2562.973 (meters)    8408.69  (feet)  COMP
 JK0391  MODELED GRAV-     979,329.2   (mgal)                       NAVD 88
 JK0391
 JK0391  VERT ORDER  -  SECOND    CLASS 0
 JK0391
 JK0391.The horizontal coordinates were scaled from a topographic map and have
 JK0391.an estimated accuracy of +/- 6 seconds.
 JK0391
 JK0391.The orthometric height was determined by differential leveling
 JK0391.and adjusted by the National Geodetic Survey in June 1991..
 JK0391
 JK0391.The geoid height was determined by GEOID03.
 JK0391
 JK0391.The dynamic height is computed by dividing the NAVD 88
 JK0391.geopotential number by the normal gravity value computed on the
 JK0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0391.degrees latitude (g = 980.6199 gals.).
 JK0391
 JK0391.The modeled gravity was interpolated from observed gravity values.
 JK0391
 JK0391;                    North         East    Units  Estimated Accuracy
 JK0391;SPC CO C     -   408,840.      923,650.      MT  (+/- 180 meters Scaled)
 JK0391
 JK0391                          SUPERSEDED SURVEY CONTROL
 JK0391
 JK0391  NGVD 29 (??/??/92) 2564.735  (m)         8414.47   (f) ADJ UNCH    2 0
 JK0391
 JK0391.Superseded values are not recommended for survey control.
 JK0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0391.See file dsdata.txt to determine how the superseded data were derived.
 JK0391
 JK0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC658913(NAD 83)
 JK0391_MARKER: DB = BENCH MARK DISK
 JK0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0391_STAMPING: G 290 1951
 JK0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0391+STABILITY: SURFACE MOTION
 JK0391
 JK0391  HISTORY     - Date     Condition        Report By
 JK0391  HISTORY     - 1951     MONUMENTED       CGS
 JK0391  HISTORY     - 1976     POOR             USGS
 JK0391
 JK0391                          STATION DESCRIPTION
 JK0391
 JK0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0391'8.8 MI NE FROM GUFFEY.
 JK0391'8.8 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 JK0391'GUFFEY, 100 FEET EAST OF A JUNCTION WITH A DIRT ROAD LEADING NORTH,
 JK0391'105 FEET NORTHEAST OF A TELEPHONE POLE, 69 FEET NORTHEAST OF THE
 JK0391'CENTER LINE OF A CATTLE GUARD, 25 FEET NORTH OF THE CENTER LINE OF
 JK0391'THE ROAD, 1 FOOT SOUTH OF A FENCE, 3 FEET WEST OF A WITNESS POST,
 JK0391'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 JK0391'THE GROUND.
 JK0391
 JK0391                          STATION RECOVERY (1976)
 JK0391
 JK0391'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JK0391'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0420 ***********************************************************************
 JK0420  DESIGNATION -  G 291
 JK0420  PID         -  JK0420
 JK0420  STATE/COUNTY-  CO/TELLER
 JK0420  USGS QUAD   -  BIG BULL MOUNTAIN (1994)
 JK0420
 JK0420                         *CURRENT SURVEY CONTROL
 JK0420  ___________________________________________________________________
 JK0420* NAD 83(1986)-  38 44 30.     (N)    105 06 31.     (W)     SCALED    
 JK0420* NAVD 88     -      3000.488  (meters)    9844.10   (feet)  ADJUSTED  
 JK0420  ___________________________________________________________________
 JK0420  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 JK0420  DYNAMIC HT  -        2996.683 (meters)    9831.62  (feet)  COMP
 JK0420  MODELED GRAV-     979,249.0   (mgal)                       NAVD 88
 JK0420
 JK0420  VERT ORDER  -  SECOND    CLASS 0
 JK0420
 JK0420.The horizontal coordinates were scaled from a topographic map and have
 JK0420.an estimated accuracy of +/- 6 seconds.
 JK0420
 JK0420.The orthometric height was determined by differential leveling
 JK0420.and adjusted by the National Geodetic Survey in June 1991..
 JK0420
 JK0420.The geoid height was determined by GEOID03.
 JK0420
 JK0420.The dynamic height is computed by dividing the NAVD 88
 JK0420.geopotential number by the normal gravity value computed on the
 JK0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0420.degrees latitude (g = 980.6199 gals.).
 JK0420
 JK0420.The modeled gravity was interpolated from observed gravity values.
 JK0420
 JK0420;                    North         East    Units  Estimated Accuracy
 JK0420;SPC CO C     -   405,710.      948,430.      MT  (+/- 180 meters Scaled)
 JK0420
 JK0420                          SUPERSEDED SURVEY CONTROL
 JK0420
 JK0420  NGVD 29 (??/??/92) 2999.076  (m)         9839.47   (f) ADJ UNCH    2 0
 JK0420
 JK0420.Superseded values are not recommended for survey control.
 JK0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0420.See file dsdata.txt to determine how the superseded data were derived.
 JK0420
 JK0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC905881(NAD 83)
 JK0420_MARKER: DB = BENCH MARK DISK
 JK0420_SETTING: 80 = SET IN A BOULDER
 JK0420_SP_SET: BOULDER
 JK0420_STAMPING: G 291 1951
 JK0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0420+STABILITY: SURFACE MOTION
 JK0420
 JK0420  HISTORY     - Date     Condition        Report By
 JK0420  HISTORY     - 1951     MONUMENTED       CGS
 JK0420  HISTORY     - 1954     GOOD             NGS
 JK0420
 JK0420                          STATION DESCRIPTION
 JK0420
 JK0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0420'5.8 MI E FROM CRIPPLE CREEK.
 JK0420'1.9 MILES NORTH ALONG STATE HIGHWAY 67 FROM THE COURTHOUSE AT
 JK0420'CRIPPLE CREEK, THENCE 3.9 MILES EAST ALONG STATE HIGHWAY 336, 85
 JK0420'FEET NORTHWEST OF A FENCE, ON THE INSIDE OF A CURVE IN THE HIGHWAY,
 JK0420'16 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 5 FEET ABOVE
 JK0420'THE LEVEL OF THE HIGHWAY, 3 FEET ABOVE THE GROUND, SET IN THE TOP
 JK0420'OF A 3X4 FOOT GRANITE BOULDER.
 JK0420
 JK0420                          STATION RECOVERY (1954)
 JK0420
 JK0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JK0420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0256 ***********************************************************************
 JK0256  DESIGNATION -  G 292
 JK0256  PID         -  JK0256
 JK0256  STATE/COUNTY-  CO/EL PASO
 JK0256  USGS QUAD   -  MANITOU SPRINGS (1994)
 JK0256
 JK0256                         *CURRENT SURVEY CONTROL
 JK0256  ___________________________________________________________________
 JK0256* NAD 83(1986)-  38 46 30.     (N)    104 54 10.     (W)     SCALED    
 JK0256* NAVD 88     -      2418.899  (meters)    7936.00   (feet)  ADJUSTED  
 JK0256  ___________________________________________________________________
 JK0256  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 JK0256  DYNAMIC HT  -        2416.067 (meters)    7926.71  (feet)  COMP
 JK0256  MODELED GRAV-     979,369.1   (mgal)                       NAVD 88
 JK0256
 JK0256  VERT ORDER  -  SECOND    CLASS 0
 JK0256
 JK0256.The horizontal coordinates were scaled from a topographic map and have
 JK0256.an estimated accuracy of +/- 6 seconds.
 JK0256
 JK0256.The orthometric height was determined by differential leveling
 JK0256.and adjusted by the National Geodetic Survey in June 1991..
 JK0256
 JK0256.The geoid height was determined by GEOID03.
 JK0256
 JK0256.The dynamic height is computed by dividing the NAVD 88
 JK0256.geopotential number by the normal gravity value computed on the
 JK0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0256.degrees latitude (g = 980.6199 gals.).
 JK0256
 JK0256.The modeled gravity was interpolated from observed gravity values.
 JK0256
 JK0256;                    North         East    Units  Estimated Accuracy
 JK0256;SPC CO C     -   409,500.      966,300.      MT  (+/- 180 meters Scaled)
 JK0256
 JK0256                          SUPERSEDED SURVEY CONTROL
 JK0256
 JK0256  NGVD 29 (??/??/92) 2417.685  (m)         7932.02   (f) ADJ UNCH    2 0
 JK0256
 JK0256.Superseded values are not recommended for survey control.
 JK0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0256.See file dsdata.txt to determine how the superseded data were derived.
 JK0256
 JK0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC084918(NAD 83)
 JK0256_MARKER: DB = BENCH MARK DISK
 JK0256_SETTING: 80 = SET IN A BOULDER
 JK0256_STAMPING: G 292 1951
 JK0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0256+STABILITY: SURFACE MOTION
 JK0256
 JK0256  HISTORY     - Date     Condition        Report By
 JK0256  HISTORY     - 1951     MONUMENTED       CGS
 JK0256  HISTORY     - 1954     GOOD             NGS
 JK0256
 JK0256                          STATION DESCRIPTION
 JK0256
 JK0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0256'12 MI SW FROM COLORADO SPRINGS.
 JK0256'2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE AT
 JK0256'COLORADO SPRINGS, THENCE 1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 336,
 JK0256'THENCE 5.35 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 2.4 MILES
 JK0256'SOUTHWEST ALONG STATE HIGHWAY 336, 22 FEET SOUTH OF THE CENTER LINE
 JK0256'OF THE HIGHWAY, 18 FEET WEST OF A 10 INCH PINE TREE, 2 FEET BELOW
 JK0256'THE LEVEL OF THE HIGHWAY, 3 FEET ABOVE THE GROUND, SET IN THE TOP
 JK0256'OF THE NORTHWEST END OF A 4X5 FOOT GRANITE BOULDER.
 JK0256
 JK0256                          STATION RECOVERY (1954)
 JK0256
 JK0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JK0256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0752 ***********************************************************************
 KK0752  DESIGNATION -  G 293
 KK0752  PID         -  KK0752
 KK0752  STATE/COUNTY-  CO/DOUGLAS
 KK0752  USGS QUAD   -  WESTCREEK (1994)
 KK0752
 KK0752                         *CURRENT SURVEY CONTROL
 KK0752  ___________________________________________________________________
 KK0752* NAD 83(1986)-  39 09 13.     (N)    105 08 43.     (W)     SCALED    
 KK0752* NAVD 88     -      2421.051  (meters)    7943.06   (feet)  ADJUSTED  
 KK0752  ___________________________________________________________________
 KK0752  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 KK0752  DYNAMIC HT  -        2418.300 (meters)    7934.04  (feet)  COMP
 KK0752  MODELED GRAV-     979,403.3   (mgal)                       NAVD 88
 KK0752
 KK0752  VERT ORDER  -  SECOND    CLASS 0
 KK0752
 KK0752.The horizontal coordinates were scaled from a topographic map and have
 KK0752.an estimated accuracy of +/- 6 seconds.
 KK0752
 KK0752.The orthometric height was determined by differential leveling
 KK0752.and adjusted by the National Geodetic Survey in June 1991..
 KK0752
 KK0752.The geoid height was determined by GEOID03.
 KK0752
 KK0752.The dynamic height is computed by dividing the NAVD 88
 KK0752.geopotential number by the normal gravity value computed on the
 KK0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0752.degrees latitude (g = 980.6199 gals.).
 KK0752
 KK0752.The modeled gravity was interpolated from observed gravity values.
 KK0752
 KK0752;                    North         East    Units  Estimated Accuracy
 KK0752;SPC CO C     -   451,420.      945,060.      MT  (+/- 180 meters Scaled)
 KK0752
 KK0752                          SUPERSEDED SURVEY CONTROL
 KK0752
 KK0752  NGVD 29 (??/??/92) 2419.827  (m)         7939.05   (f) ADJ UNCH    2 0
 KK0752
 KK0752.Superseded values are not recommended for survey control.
 KK0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0752.See file dsdata.txt to determine how the superseded data were derived.
 KK0752
 KK0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD874338(NAD 83)
 KK0752_MARKER: DB = BENCH MARK DISK
 KK0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0752_STAMPING: G 293 1952
 KK0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0752+STABILITY: SURFACE MOTION
 KK0752
 KK0752  HISTORY     - Date     Condition        Report By
 KK0752  HISTORY     - 1952     MONUMENTED       CGS
 KK0752
 KK0752                          STATION DESCRIPTION
 KK0752
 KK0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0752'1.5 MI SE FROM WEST CREEK.
 KK0752'0.3 MILE SOUTHEAST ALONG A WINDING GRAVELED ROAD FROM THE
 KK0752'GRADE SCHOOL AT WEST CREEK, THENCE 1.2 MILES SOUTHEAST ALONG
 KK0752'STATE HIGHWAY 67, 100 FEET SOUTHWEST OF THE CENTER LINE OF THE
 KK0752'HIGHWAY, 40 FEET SOUTHEAST OF THE CENTER LINE OF A TRACK
 KK0752'ROAD LEADING WEST, 39 FEET WEST OF A 20 INCH FIR TREE, 3
 KK0752'FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 KK0752'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0261 ***********************************************************************
 KK0261  DESIGNATION -  G 294
 KK0261  PID         -  KK0261
 KK0261  STATE/COUNTY-  CO/EL PASO
 KK0261  USGS QUAD   -  PALMER LAKE (1994)
 KK0261
 KK0261                         *CURRENT SURVEY CONTROL
 KK0261  ___________________________________________________________________
 KK0261* NAD 83(1986)-  39 04 15.     (N)    104 56 36.     (W)     SCALED    
 KK0261* NAVD 88     -      2631.874  (meters)    8634.74   (feet)  ADJUSTED  
 KK0261  ___________________________________________________________________
 KK0261  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 KK0261  DYNAMIC HT  -        2628.847 (meters)    8624.81  (feet)  COMP
 KK0261  MODELED GRAV-     979,380.2   (mgal)                       NAVD 88
 KK0261
 KK0261  VERT ORDER  -  SECOND    CLASS 0
 KK0261
 KK0261.The horizontal coordinates were scaled from a topographic map and have
 KK0261.an estimated accuracy of +/- 6 seconds.
 KK0261
 KK0261.The orthometric height was determined by differential leveling
 KK0261.and adjusted by the National Geodetic Survey in June 1991..
 KK0261
 KK0261.The geoid height was determined by GEOID03.
 KK0261
 KK0261.The dynamic height is computed by dividing the NAVD 88
 KK0261.geopotential number by the normal gravity value computed on the
 KK0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0261.degrees latitude (g = 980.6199 gals.).
 KK0261
 KK0261.The modeled gravity was interpolated from observed gravity values.
 KK0261
 KK0261;                    North         East    Units  Estimated Accuracy
 KK0261;SPC CO C     -   442,320.      962,570.      MT  (+/- 180 meters Scaled)
 KK0261
 KK0261                          SUPERSEDED SURVEY CONTROL
 KK0261
 KK0261  NGVD 29 (??/??/92) 2630.644  (m)         8630.70   (f) ADJ UNCH    2 0
 KK0261
 KK0261.Superseded values are not recommended for survey control.
 KK0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0261.See file dsdata.txt to determine how the superseded data were derived.
 KK0261
 KK0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED049246(NAD 83)
 KK0261_MARKER: DB = BENCH MARK DISK
 KK0261_SETTING: 80 = SET IN A BOULDER
 KK0261_STAMPING: G 294 1952
 KK0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0261+STABILITY: SURFACE MOTION
 KK0261
 KK0261  HISTORY     - Date     Condition        Report By
 KK0261  HISTORY     - 1952     MONUMENTED       CGS
 KK0261
 KK0261                          STATION DESCRIPTION
 KK0261
 KK0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0261'7.4 MI W FROM MONUMENT.
 KK0261'0.9 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE GRADE SCHOOL AT
 KK0261'MONUMENT, THENCE 6.45 MILES WEST ALONG A GRAVELED ROAD, 0.05 MILE
 KK0261'SOUTHWEST OF A TRACK ROAD LEADING NORTH, 50 FEET SOUTH OF THE
 KK0261'CENTER LINE OF THE ROAD, BETWEEN THE ROAD AND A DEEP CANYON, 4
 KK0261'FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF THE CENTER OF
 KK0261'AN 8X10 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0289 ***********************************************************************
 KK0289  DESIGNATION -  G 295
 KK0289  PID         -  KK0289
 KK0289  STATE/COUNTY-  CO/EL PASO
 KK0289  USGS QUAD   -  EASTONVILLE (1975)
 KK0289
 KK0289                         *CURRENT SURVEY CONTROL
 KK0289  ___________________________________________________________________
 KK0289* NAD 83(1986)-  39 03 38.     (N)    104 33 07.     (W)     SCALED    
 KK0289* NAVD 88     -      2187.209  (meters)    7175.87   (feet)  ADJUSTED  
 KK0289  ___________________________________________________________________
 KK0289  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 KK0289  DYNAMIC HT  -        2184.765 (meters)    7167.85  (feet)  COMP
 KK0289  MODELED GRAV-     979,431.4   (mgal)                       NAVD 88
 KK0289
 KK0289  VERT ORDER  -  SECOND    CLASS 0
 KK0289
 KK0289.The horizontal coordinates were scaled from a topographic map and have
 KK0289.an estimated accuracy of +/- 6 seconds.
 KK0289
 KK0289.The orthometric height was determined by differential leveling
 KK0289.and adjusted by the National Geodetic Survey in June 1991..
 KK0289
 KK0289.The geoid height was determined by GEOID03.
 KK0289
 KK0289.The dynamic height is computed by dividing the NAVD 88
 KK0289.geopotential number by the normal gravity value computed on the
 KK0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0289.degrees latitude (g = 980.6199 gals.).
 KK0289
 KK0289.The modeled gravity was interpolated from observed gravity values.
 KK0289
 KK0289;                    North         East    Units  Estimated Accuracy
 KK0289;SPC CO C     -   441,460.      996,450.      MT  (+/- 180 meters Scaled)
 KK0289
 KK0289                          SUPERSEDED SURVEY CONTROL
 KK0289
 KK0289  NGVD 29 (??/??/92) 2185.999  (m)         7171.90   (f) ADJ UNCH    2 0
 KK0289
 KK0289.Superseded values are not recommended for survey control.
 KK0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0289.See file dsdata.txt to determine how the superseded data were derived.
 KK0289
 KK0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED387235(NAD 83)
 KK0289_MARKER: DB = BENCH MARK DISK
 KK0289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0289_SP_SET: CULVERT
 KK0289_STAMPING: G 295 1952
 KK0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0289
 KK0289  HISTORY     - Date     Condition        Report By
 KK0289  HISTORY     - 1952     MONUMENTED       CGS
 KK0289  HISTORY     - 20051112 MARK NOT FOUND   CLSI
 KK0289
 KK0289                          STATION DESCRIPTION
 KK0289
 KK0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0289'0.5 MI E FROM EASTONVILLE.
 KK0289'0.5 MILE EAST ALONG STATE HIGHWAY 50 FROM THE GRADE SCHOOL AT
 KK0289'EASTONVILLE, 0.25 MILE WEST OF A JUNCTION WITH STATE HIGHWAY 217,
 KK0289'11 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 KK0289'OF THE NORTHEAST END OF THE SOUTHWEST WINGWALL OF A 6X15  FOOT
 KK0289'CONCRETE CULVERT.
 KK0289
 KK0289                          STATION RECOVERY (2005)
 KK0289
 KK0289'RECOVERY NOTE BY CLARK LAND SURVEYING INCORPORATED 2005 (MSJ)
 KK0289'CONCRETE CULVERT HAS BEEN REPLACED WITH A CORRUGATED METAL PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0293 ***********************************************************************
 LM0293  DESIGNATION -  G 296
 LM0293  PID         -  LM0293
 LM0293  STATE/COUNTY-  CO/GRAND
 LM0293  USGS QUAD   -  LAKE AGNES (1956)
 LM0293
 LM0293                         *CURRENT SURVEY CONTROL
 LM0293  ___________________________________________________________________
 LM0293* NAD 83(1992)-  40 20 08.49258(N)    106 32 28.40778(W)     ADJUSTED  
 LM0293* NAVD 88     -      2476.946  (meters)    8126.45   (feet)  ADJUSTED  
 LM0293  ___________________________________________________________________
 LM0293  X           -  -1,386,668.734 (meters)                     COMP
 LM0293  Y           -  -4,668,976.556 (meters)                     COMP
 LM0293  Z           -   4,108,064.596 (meters)                     COMP
 LM0293  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 LM0293  ELLIP HEIGHT-        2464.84  (meters)          (12/03/02) GPS OBS
 LM0293  GEOID HEIGHT-         -12.11  (meters)                     GEOID03
 LM0293  DYNAMIC HT  -        2474.280 (meters)    8117.70  (feet)  COMP
 LM0293  MODELED GRAV-     979,459.6   (mgal)                       NAVD 88
 LM0293
 LM0293  HORZ ORDER  -  FIRST
 LM0293  VERT ORDER  -  SECOND    CLASS 0
 LM0293  ELLP ORDER  -  FOURTH    CLASS II
 LM0293
 LM0293.The horizontal coordinates were established by GPS observations
 LM0293.and adjusted by the National Geodetic Survey in April 1997..
 LM0293
 LM0293.The orthometric height was determined by differential leveling
 LM0293.and adjusted by the National Geodetic Survey in June 1991..
 LM0293
 LM0293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LM0293
 LM0293.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0293
 LM0293.The ellipsoidal height was determined by GPS observations
 LM0293.and is referenced to NAD 83.
 LM0293
 LM0293.The geoid height was determined by GEOID03.
 LM0293
 LM0293.The dynamic height is computed by dividing the NAVD 88
 LM0293.geopotential number by the normal gravity value computed on the
 LM0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0293.degrees latitude (g = 980.6199 gals.).
 LM0293
 LM0293.The modeled gravity was interpolated from observed gravity values.
 LM0293
 LM0293;                    North         East     Units Scale Factor Converg.
 LM0293;SPC CO N     -   416,612.943   825,930.348   MT  0.99995794   -0 40 22.0
 LM0293;SPC CO N     - 1,366,837.63  2,709,739.82   sFT  0.99995794   -0 40 22.0
 LM0293;UTM  13      - 4,466,156.703   369,085.445   MT  0.99981097   -0 59 51.8
 LM0293
 LM0293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0293!SPC CO N     -   0.99961348  x   0.99995794  =   0.99957144
 LM0293!UTM  13      -   0.99961348  x   0.99981097  =   0.99942453
 LM0293
 LM0293                          SUPERSEDED SURVEY CONTROL
 LM0293
 LM0293  ELLIP H (04/07/97) 2464.83   (m)                       GP(       ) 2 1
 LM0293  NAVD 88 (04/07/97) 2476.95   (m)         8126.5    (f) LEVELING    3  
 LM0293  NGVD 29 (??/??/92) 2475.583  (m)         8121.98   (f) ADJ UNCH    2 0
 LM0293
 LM0293.Superseded values are not recommended for survey control.
 LM0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0293.See file dsdata.txt to determine how the superseded data were derived.
 LM0293
 LM0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE6908566157(NAD 83)
 LM0293_MARKER: DB = BENCH MARK DISK
 LM0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0293_STAMPING: G 296 1951
 LM0293_MARK LOGO: CGS   
 LM0293_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LM0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0293+STABILITY: SURFACE MOTION
 LM0293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LM0293+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2005
 LM0293
 LM0293  HISTORY     - Date     Condition        Report By
 LM0293  HISTORY     - 1951     MONUMENTED       CGS
 LM0293  HISTORY     - 19960823 GOOD             CODOT
 LM0293  HISTORY     - 20050427 GOOD             GEOCAC
 LM0293
 LM0293                          STATION DESCRIPTION
 LM0293
 LM0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LM0293'22.8 MI NW FROM KREMMLING.
 LM0293'22.8 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LM0293'KREMMLING, ACROSS THE HIGHWAY FROM A HAY MEADOW, 59 FEET SOUTHWEST OF
 LM0293'THE CENTER LINE OF THE HIGHWAY, 1.8 FEET NORTHEAST OF A FENCE, SET IN
 LM0293'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 LM0293
 LM0293                          STATION RECOVERY (1996)
 LM0293
 LM0293'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (RSC)
 LM0293'THE STATION IS LOCATED ABOUT 22.8 MI (36.7 KM) NORTHWEST FROM
 LM0293'KREMMLING, 3.1 MI (5.0 KM) EAST-SOUTHEAST FROM LAKE AGNES AND 2.1 MI
 LM0293'(3.4 KM) SOUTH OF BEAR MOUNTAIN, IN THE SOUTHEAST 1/4 OF SECTION 2, T
 LM0293'4 N, R 82 W, AT U.  S.  HIGHWAY 40 MILEPOST 161.2. OWNERSHIP--COLORADO
 LM0293'DEPT.  OF TRANSPORTATION RIGHT-OF-WAY  TO REACH THE STATION FROM THE
 LM0293'INTERSECTION OF U.  S.  HIGHWAY 40 AND STATE HIGHWAY 14, GO
 LM0293'SOUTHEASTERLY ON U.  S.  HIGHWAY 40 FOR 3.95 MI (6.36 KM) TO THE
 LM0293'STATION ON THE RIGHT  THE DISK IS A STANDARD DISK SET IN TOP OF A
 LM0293'ROUND 12 IN CONCRETE POST PROJECTING 10 CM ABOVE THE GROUND.  IT IS
 LM0293'41.9 M (137.5 FT) WEST FROM A POWER POLE, 17.8 M (58.4 FT) SOUTHWEST
 LM0293'FROM THE CENTER LINE OF U. S.  HIGHWAY 40, 0.6 M (2.0 FT) NORTHEAST
 LM0293'FROM A WITNESS POST AND RIGHT-OF-WAY FENCE AND ABOUT 1 M (3.3 FT)
 LM0293'BELOW THE HIGHWAY.
 LM0293
 LM0293                          STATION RECOVERY (2005)
 LM0293
 LM0293'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 LM0293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0209 ***********************************************************************
 LM0209  DESIGNATION -  G 297
 LM0209  PID         -  LM0209
 LM0209  STATE/COUNTY-  CO/GRAND
 LM0209  USGS QUAD   -  KREMMLING (1981)
 LM0209
 LM0209                         *CURRENT SURVEY CONTROL
 LM0209  ___________________________________________________________________
 LM0209* NAD 83(1986)-  40 03 54.     (N)    106 24 08.     (W)     SCALED    
 LM0209* NAVD 88     -      2244.490  (meters)    7363.80   (feet)  ADJUSTED  
 LM0209  ___________________________________________________________________
 LM0209  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 LM0209  DYNAMIC HT  -        2242.102 (meters)    7355.96  (feet)  COMP
 LM0209  MODELED GRAV-     979,481.3   (mgal)                       NAVD 88
 LM0209
 LM0209  VERT ORDER  -  SECOND    CLASS 0
 LM0209
 LM0209.The horizontal coordinates were scaled from a topographic map and have
 LM0209.an estimated accuracy of +/- 6 seconds.
 LM0209
 LM0209.The orthometric height was determined by differential leveling
 LM0209.and adjusted by the National Geodetic Survey in June 1991..
 LM0209
 LM0209.The geoid height was determined by GEOID03.
 LM0209
 LM0209.The dynamic height is computed by dividing the NAVD 88
 LM0209.geopotential number by the normal gravity value computed on the
 LM0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0209.degrees latitude (g = 980.6199 gals.).
 LM0209
 LM0209.The modeled gravity was interpolated from observed gravity values.
 LM0209
 LM0209;                    North         East    Units  Estimated Accuracy
 LM0209;SPC CO N     -   386,430.      837,440.      MT  (+/- 180 meters Scaled)
 LM0209
 LM0209                          SUPERSEDED SURVEY CONTROL
 LM0209
 LM0209  NGVD 29 (??/??/92) 2243.185  (m)         7359.52   (f) ADJ UNCH    2 0
 LM0209
 LM0209.Superseded values are not recommended for survey control.
 LM0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0209.See file dsdata.txt to determine how the superseded data were derived.
 LM0209
 LM0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE804359(NAD 83)
 LM0209_MARKER: DB = BENCH MARK DISK
 LM0209_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LM0209_SP_SET: CULVERT
 LM0209_STAMPING: G 297 1951
 LM0209_MARK LOGO: CGS   
 LM0209_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LM0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0209
 LM0209  HISTORY     - Date     Condition        Report By
 LM0209  HISTORY     - 1951     MONUMENTED       CGS
 LM0209  HISTORY     - 19860101 GOOD             LOCSUR
 LM0209
 LM0209                          STATION DESCRIPTION
 LM0209
 LM0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LM0209'0.7 MI NW FROM KREMMLING.
 LM0209'0.7 MILE NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LM0209'KREMMLING, AT A JUNCTION WITH A GRAVELED ROAD LEADING SOUTHWEST TO THE
 LM0209'DE BERARD CATTLE COMPANY, 120 FEET NORTHWEST OF THE EXTENDED CENTER
 LM0209'LINE OF THE GRAVELED ROAD, 20 FEET NORTHEAST OF THE CENTER LINE OF THE
 LM0209'HIGHWAY, SET IN THE TOP OF THE CENTER OF THE NORTHEAST HEADWALL OF A 9
 LM0209'FOOT CONCRETE CULVERT UNDER THE HIGHWAY.
 LM0209
 LM0209                          STATION RECOVERY (1986)
 LM0209
 LM0209'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1986
 LM0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0045 ***********************************************************************
 KL0045  DESIGNATION -  G 298
 KL0045  PID         -  KL0045
 KL0045  STATE/COUNTY-  CO/SUMMIT
 KL0045  USGS QUAD   -  DILLON (1987)
 KL0045
 KL0045                         *CURRENT SURVEY CONTROL
 KL0045  ___________________________________________________________________
 KL0045* NAD 83(1986)-  39 43 06.     (N)    106 07 20.     (W)     SCALED    
 KL0045* NAVD 88     -      2581.773  (meters)    8470.37   (feet)  ADJUSTED  
 KL0045  ___________________________________________________________________
 KL0045  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 KL0045  DYNAMIC HT  -        2578.662 (meters)    8460.16  (feet)  COMP
 KL0045  MODELED GRAV-     979,328.8   (mgal)                       NAVD 88
 KL0045
 KL0045  VERT ORDER  -  SECOND    CLASS 0
 KL0045
 KL0045.The horizontal coordinates were scaled from a topographic map and have
 KL0045.an estimated accuracy of +/- 6 seconds.
 KL0045
 KL0045.The orthometric height was determined by differential leveling
 KL0045.and adjusted by the National Geodetic Survey in June 1991..
 KL0045
 KL0045.The geoid height was determined by GEOID03.
 KL0045
 KL0045.The dynamic height is computed by dividing the NAVD 88
 KL0045.geopotential number by the normal gravity value computed on the
 KL0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0045.degrees latitude (g = 980.6199 gals.).
 KL0045
 KL0045.The modeled gravity was interpolated from observed gravity values.
 KL0045
 KL0045;                    North         East    Units  Estimated Accuracy
 KL0045;SPC CO C     -   514,240.      861,050.      MT  (+/- 180 meters Scaled)
 KL0045
 KL0045                          SUPERSEDED SURVEY CONTROL
 KL0045
 KL0045  NGVD 29 (??/??/92) 2580.208  (m)         8465.23   (f) ADJ UNCH    2 0
 KL0045
 KL0045.Superseded values are not recommended for survey control.
 KL0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0045.See file dsdata.txt to determine how the superseded data were derived.
 KL0045
 KL0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD038970(NAD 83)
 KL0045_MARKER: DB = BENCH MARK DISK
 KL0045_SETTING: 80 = SET IN A BOULDER
 KL0045_SP_SET: BOULDER
 KL0045_STAMPING: G 298 1951
 KL0045_MARK LOGO: CGS   
 KL0045_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0045+STABILITY: SURFACE MOTION
 KL0045
 KL0045  HISTORY     - Date     Condition        Report By
 KL0045  HISTORY     - 1951     MONUMENTED       CGS
 KL0045  HISTORY     - 19930908 GOOD             CODOT
 KL0045
 KL0045                          STATION DESCRIPTION
 KL0045
 KL0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0045'8.15 MI NW FROM DILLON.
 KL0045'8.15 MILES NORTHWEST ALONG STATE HIGHWAY 9 FROM THE PUBLIC SCHOOL AT
 KL0045'DILLON, 167 FEET EAST OF A POWER POLE, 87 FEET SOUTH OF THE CENTER
 KL0045'LINE OF THE HIGHWAY, 23 FEET SOUTH OF A FENCE, AT THE EDGE OF A SMALL
 KL0045'GROVE OF WILLOW TREES, SET IN THE TOP OF AN 8X10 FOOT GRANITE BOULDER
 KL0045'WHICH PROJECTS 6 FEET ABOVE THE GROUND.  NOTE-- 85 FEET SOUTHWEST OF
 KL0045'THE CENTERLINE OF THE HIGHWAY AND 0.5 FEET HIGHER.  17 FEET
 KL0045'NORTH-NORTHEAST OF THE CENTERLINE OF THE TRAIL ROAD AND 4.7 FEET
 KL0045'HIGHER.  AND 166 FEET SOUTH-SOUTHEAST OF THE INTERSECTING CENTERLINES
 KL0045'OF THE HIGHWAY AND THE GRAVEL TURN OFF TO SOUTHWEST AND 1.4 FEET
 KL0045'HIGHER.
 KL0045
 KL0045                          STATION RECOVERY (1993)
 KL0045
 KL0045'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1993 (KW)
 KL0045'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0016 ***********************************************************************
 KL0016  DESIGNATION -  G 299
 KL0016  PID         -  KL0016
 KL0016  STATE/COUNTY-  CO/SUMMIT
 KL0016  USGS QUAD   -  FRISCO (1987)
 KL0016
 KL0016                         *CURRENT SURVEY CONTROL
 KL0016  ___________________________________________________________________
 KL0016* NAD 83(1986)-  39 33 29.     (N)    106 03 01.     (W)     SCALED    
 KL0016* NAVD 88     -      2769.796  (meters)    9087.24   (feet)  ADJUSTED  
 KL0016  ___________________________________________________________________
 KL0016  GEOID HEIGHT-         -12.64  (meters)                     GEOID03
 KL0016  DYNAMIC HT  -        2766.311 (meters)    9075.81  (feet)  COMP
 KL0016  MODELED GRAV-     979,268.8   (mgal)                       NAVD 88
 KL0016
 KL0016  VERT ORDER  -  FIRST     CLASS II
 KL0016
 KL0016.The horizontal coordinates were scaled from a topographic map and have
 KL0016.an estimated accuracy of +/- 6 seconds.
 KL0016
 KL0016.The orthometric height was determined by differential leveling
 KL0016.and adjusted by the National Geodetic Survey in June 1991..
 KL0016
 KL0016.The geoid height was determined by GEOID03.
 KL0016
 KL0016.The dynamic height is computed by dividing the NAVD 88
 KL0016.geopotential number by the normal gravity value computed on the
 KL0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0016.degrees latitude (g = 980.6199 gals.).
 KL0016
 KL0016.The modeled gravity was interpolated from observed gravity values.
 KL0016
 KL0016;                    North         East    Units  Estimated Accuracy
 KL0016;SPC CO C     -   496,400.      867,110.      MT  (+/- 180 meters Scaled)
 KL0016
 KL0016                          SUPERSEDED SURVEY CONTROL
 KL0016
 KL0016  NGVD 29 (??/??/92) 2768.105  (m)         9081.69   (f) ADJ UNCH    1 2
 KL0016
 KL0016.Superseded values are not recommended for survey control.
 KL0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0016.See file dsdata.txt to determine how the superseded data were derived.
 KL0016
 KL0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD097792(NAD 83)
 KL0016_MARKER: DB = BENCH MARK DISK
 KL0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0016_STAMPING: G 299 1951
 KL0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0016+STABILITY: SURFACE MOTION
 KL0016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KL0016+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2002
 KL0016
 KL0016  HISTORY     - Date     Condition        Report By
 KL0016  HISTORY     - 1951     MONUMENTED       CGS
 KL0016  HISTORY     - 1970     POOR             USGS
 KL0016  HISTORY     - 19971005 MARK NOT FOUND   USPSQD
 KL0016  HISTORY     - 20000913 SEE DESCRIPTION  NGS
 KL0016  HISTORY     - 20020909 GOOD             USPSQD
 KL0016
 KL0016                          STATION DESCRIPTION
 KL0016
 KL0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0016'3.95 MI SE FROM DILLON.
 KL0016'3.95 MILES SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE PUBLIC SCHOOL AT
 KL0016'DILLON, 53 FEET NORTH OF A POWER POLE, 72 FEET SOUTHWEST OF THE CENTER
 KL0016'LINE OF THE HIGHWAY, 2.3 FEET NORTHEAST OF A FENCE, 2 FEET SOUTHEAST
 KL0016'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST. NOTE-- CONCRETE
 KL0016'POST HAS BEEN HIT BY ROAD MACHINERY AND IS NOT SUITABLE FOR
 KL0016'PUBLICATION.
 KL0016
 KL0016                          STATION RECOVERY (1970)
 KL0016
 KL0016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 KL0016'MARK RECOVERED IN POOR CONDITION.
 KL0016
 KL0016                          STATION RECOVERY (1997)
 KL0016
 KL0016'RECOVERY NOTE BY US POWER SQUADRON 1997
 KL0016'MARK NOT FOUND.
 KL0016
 KL0016                          STATION RECOVERY (2000)
 KL0016
 KL0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (ES)
 KL0016'THE GPS TOOK ME DIRECTLY TO A NEW MARKER AT THIS
 KL0016'LOCATION.  I HAVE ALREADY REPORTED IT, BUT THERE
 KL0016'IS AN ANOMALY WHICH SHOULD COME TO YOUR ATTENTION.
 KL0016'KL0016 IS DESIGNATED G299 IN THE DATABASE, BUT THE
 KL0016'NEW MARKER IS STAMPED CM 922.
 KL0016
 KL0016                          STATION RECOVERY (2002)
 KL0016
 KL0016'RECOVERY NOTE BY US POWER SQUADRON 2002 (EDS)
 KL0016'MARK IS A NEW COLO DOT CONTROL MONUMENT.  IT IS STAMPED CM 922
 KL0016'MILEPOST 92.19 STATE HWY 9.  MARK IS SW OF HWY 9, 20 FEET SW OF CENTER
 KL0016'OF PAVED BIKE PATH.  MARK IS 3 FT NE OF A WITNESS POST.  MARK WAS
 KL0016'RECOVERED USING GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0167 ***********************************************************************
 JK0167  DESIGNATION -  G 3 RESET
 JK0167  PID         -  JK0167
 JK0167  STATE/COUNTY-  CO/EL PASO
 JK0167  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK0167
 JK0167                         *CURRENT SURVEY CONTROL
 JK0167  ___________________________________________________________________
 JK0167* NAD 83(1986)-  38 50 13.     (N)    104 49 42.     (W)     SCALED    
 JK0167* NAVD 88     -      1826.667  (meters)    5992.99   (feet)  ADJUSTED  
 JK0167  ___________________________________________________________________
 JK0167  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 JK0167  DYNAMIC HT  -        1824.684 (meters)    5986.48  (feet)  COMP
 JK0167  MODELED GRAV-     979,478.1   (mgal)                       NAVD 88
 JK0167
 JK0167  VERT ORDER  -  FIRST     CLASS II
 JK0167
 JK0167.The horizontal coordinates were scaled from a topographic map and have
 JK0167.an estimated accuracy of +/- 6 seconds.
 JK0167
 JK0167.The orthometric height was determined by differential leveling
 JK0167.and adjusted by the National Geodetic Survey in June 1991..
 JK0167
 JK0167.The geoid height was determined by GEOID03.
 JK0167
 JK0167.The dynamic height is computed by dividing the NAVD 88
 JK0167.geopotential number by the normal gravity value computed on the
 JK0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0167.degrees latitude (g = 980.6199 gals.).
 JK0167
 JK0167.The modeled gravity was interpolated from observed gravity values.
 JK0167
 JK0167;                    North         East    Units  Estimated Accuracy
 JK0167;SPC CO C     -   416,420.      972,720.      MT  (+/- 180 meters Scaled)
 JK0167
 JK0167                          SUPERSEDED SURVEY CONTROL
 JK0167
 JK0167  NGVD 29 (??/??/92) 1825.604  (m)         5989.50   (f) ADJ UNCH    1 2
 JK0167
 JK0167.Superseded values are not recommended for survey control.
 JK0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0167.See file dsdata.txt to determine how the superseded data were derived.
 JK0167
 JK0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC148986(NAD 83)
 JK0167_MARKER: DB = BENCH MARK DISK
 JK0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0167_STAMPING: G 3 RESET 1937
 JK0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0167+STABILITY: SURFACE MOTION
 JK0167
 JK0167  HISTORY     - Date     Condition        Report By
 JK0167  HISTORY     - 1937     MONUMENTED       CGS
 JK0167  HISTORY     - 1953     GOOD             NGS
 JK0167  HISTORY     - 1975     GOOD             LOCENG
 JK0167  HISTORY     - 1983     MARK NOT FOUND   NGS
 JK0167  HISTORY     - 19970805 POOR             USPSQD
 JK0167  HISTORY     - 20030826 POOR             GEOCAC
 JK0167
 JK0167                          STATION DESCRIPTION
 JK0167
 JK0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0167'0.2 MI N FROM COLORADO SPRINGS.
 JK0167'0.15 MILE NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JK0167'THE STATION AT COLORADO SPRINGS, AT THE WEST BIJOU STREET VIADUCT,
 JK0167'17 FEET EAST OF THE EAST RAIL OF THE EAST TRACK, ON THE WEST SIDE OF
 JK0167'THE 1ST CONCRETE PIER EAST OF THE TRACK, 2 FEET ABOVE THE GROUND,
 JK0167'SET IN THE TOP OF AN 8X10 INCH CONCRETE POST WHICH IS CONNECTED TO
 JK0167'THE CONCRETE PIER.
 JK0167
 JK0167                          STATION RECOVERY (1975)
 JK0167
 JK0167'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 JK0167'RECOVERED IN GOOD CONDITION.
 JK0167
 JK0167                          STATION RECOVERY (1983)
 JK0167
 JK0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JK0167'THE MONUMENT WAS FOUND WITH THE DISK MISSING.
 JK0167
 JK0167                          STATION RECOVERY (1997)
 JK0167
 JK0167'RECOVERY NOTE BY US POWER SQUADRON 1997
 JK0167'MARK RECOVERED IN POOR CONDITION.
 JK0167
 JK0167                          STATION RECOVERY (2003)
 JK0167
 JK0167'RECOVERY NOTE BY GEOCACHING 2003 (TWS)
 JK0167'CONCRETE BASE FOUND WITH DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0057 ***********************************************************************
 HL0057  DESIGNATION -  G 30
 HL0057  PID         -  HL0057
 HL0057  STATE/COUNTY-  CO/CONEJOS
 HL0057  USGS QUAD   -  ANTONITO (1967)
 HL0057
 HL0057                         *CURRENT SURVEY CONTROL
 HL0057  ___________________________________________________________________
 HL0057* NAD 83(1986)-  37 02 37.     (N)    106 03 42.     (W)     SCALED    
 HL0057* NAVD 88     -      2439.403  (meters)    8003.27   (feet)  POSTED    
 HL0057  ___________________________________________________________________
 HL0057  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 HL0057  DYNAMIC HT  -        2436.080 (meters)    7992.37  (feet)  COMP
 HL0057  MODELED GRAV-     979,181.0   (mgal)                       NAVD 88
 HL0057
 HL0057  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HL0057
 HL0057.The horizontal coordinates were scaled from a topographic map and have
 HL0057.an estimated accuracy of +/- 6 seconds.
 HL0057
 HL0057.The orthometric height was determined by differential leveling
 HL0057.and adjusted by the National Geodetic Survey in 1992..
 HL0057.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HL0057.rate of 1.1 thru 2.0 mm/km.
 HL0057
 HL0057.The geoid height was determined by GEOID03.
 HL0057
 HL0057.The dynamic height is computed by dividing the NAVD 88
 HL0057.geopotential number by the normal gravity value computed on the
 HL0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0057.degrees latitude (g = 980.6199 gals.).
 HL0057
 HL0057.The modeled gravity was interpolated from observed gravity values.
 HL0057
 HL0057;                    North         East    Units  Estimated Accuracy
 HL0057;SPC CO S     -   346,790.      864,430.      MT  (+/- 180 meters Scaled)
 HL0057
 HL0057                          SUPERSEDED SURVEY CONTROL
 HL0057
 HL0057  NGVD 29 (??/??/92) 2438.094  (m)         7998.98   (f) ADJ UNCH    1 2
 HL0057
 HL0057.Superseded values are not recommended for survey control.
 HL0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0057.See file dsdata.txt to determine how the superseded data were derived.
 HL0057
 HL0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB055002(NAD 83)
 HL0057_MARKER: DD = SURVEY DISK
 HL0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0057_STAMPING: G 30 1934
 HL0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0057+STABILITY: SURFACE MOTION
 HL0057
 HL0057  HISTORY     - Date     Condition        Report By
 HL0057  HISTORY     - 1934     MONUMENTED       CGS
 HL0057
 HL0057                          STATION DESCRIPTION
 HL0057
 HL0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0057'3.8 MI W FROM ANTONITO.
 HL0057'3.8 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RR FROM
 HL0057'ANTONITO, CONEJOS CO., 65 FEET SOUTH OF MILEPOST 284, AND 36 FEET
 HL0057'SOUTH OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED G 30
 HL0057'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1110 ***********************************************************************
 KK1110  DESIGNATION -  G 300
 KK1110  PID         -  KK1110
 KK1110  STATE/COUNTY-  CO/SUMMIT
 KK1110  USGS QUAD   -  LOVELAND PASS (1987)
 KK1110
 KK1110                         *CURRENT SURVEY CONTROL
 KK1110  ___________________________________________________________________
 KK1110* NAD 83(1986)-  39 38 30.     (N)    105 52 34.     (W)     SCALED    
 KK1110* NAVD 88     -      3288.124  (meters)   10787.79   (feet)  ADJUSTED  
 KK1110  ___________________________________________________________________
 KK1110  GEOID HEIGHT-         -12.35  (meters)                     GEOID03
 KK1110  DYNAMIC HT  -        3283.775 (meters)   10773.52  (feet)  COMP
 KK1110  MODELED GRAV-     979,183.5   (mgal)                       NAVD 88
 KK1110
 KK1110  VERT ORDER  -  SECOND    CLASS 0
 KK1110
 KK1110.The horizontal coordinates were scaled from a topographic map and have
 KK1110.an estimated accuracy of +/- 6 seconds.
 KK1110
 KK1110.The orthometric height was determined by differential leveling
 KK1110.and adjusted by the National Geodetic Survey in June 1991..
 KK1110
 KK1110.The geoid height was determined by GEOID03.
 KK1110
 KK1110.The dynamic height is computed by dividing the NAVD 88
 KK1110.geopotential number by the normal gravity value computed on the
 KK1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1110.degrees latitude (g = 980.6199 gals.).
 KK1110
 KK1110.The modeled gravity was interpolated from observed gravity values.
 KK1110
 KK1110;                    North         East    Units  Estimated Accuracy
 KK1110;SPC CO C     -   505,610.      882,120.      MT  (+/- 180 meters Scaled)
 KK1110
 KK1110                          SUPERSEDED SURVEY CONTROL
 KK1110
 KK1110  NGVD 29 (??/??/92) 3286.290  (m)        10781.77   (f) ADJ UNCH    2 0
 KK1110
 KK1110.Superseded values are not recommended for survey control.
 KK1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1110.See file dsdata.txt to determine how the superseded data were derived.
 KK1110
 KK1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD248883(NAD 83)
 KK1110_MARKER: DB = BENCH MARK DISK
 KK1110_SETTING: 80 = SET IN A BOULDER
 KK1110_STAMPING: G 300 1951
 KK1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1110+STABILITY: SURFACE MOTION
 KK1110
 KK1110  HISTORY     - Date     Condition        Report By
 KK1110  HISTORY     - 1951     MONUMENTED       CGS
 KK1110
 KK1110                          STATION DESCRIPTION
 KK1110
 KK1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK1110'11.2 MI E FROM DILLON.
 KK1110'11.25 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE PUBLIC SCHOOL
 KK1110'AT DILLON, 0.2 MILE WEST OF THE ARAPAHO BASIN WINTER SPORTS
 KK1110'AREA CAMP, 234 FEET WEST OF THE CENTER LINE OF A DRIVEWAY
 KK1110'LEADING SOUTHEAST, 40 FEET SOUTH OF THE CENTER LINE OF THE
 KK1110'HIGHWAY, 5 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP
 KK1110'OF A GRANITE BOULDER, 12 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1143 ***********************************************************************
 KK1143  DESIGNATION -  G 301
 KK1143  PID         -  KK1143
 KK1143  STATE/COUNTY-  CO/CLEAR CREEK
 KK1143  USGS QUAD   -  GEORGETOWN (1974)
 KK1143
 KK1143                         *CURRENT SURVEY CONTROL
 KK1143  ___________________________________________________________________
 KK1143* NAD 83(1986)-  39 42 13.     (N)    105 42 15.     (W)     SCALED    
 KK1143* NAVD 88     -      2671.332  (meters)    8764.20   (feet)  ADJUSTED  
 KK1143  ___________________________________________________________________
 KK1143  GEOID HEIGHT-         -12.34  (meters)                     GEOID03
 KK1143  DYNAMIC HT  -        2668.096 (meters)    8753.58  (feet)  COMP
 KK1143  MODELED GRAV-     979,318.7   (mgal)                       NAVD 88
 KK1143
 KK1143  VERT ORDER  -  FIRST     CLASS II
 KK1143
 KK1143.The horizontal coordinates were scaled from a topographic map and have
 KK1143.an estimated accuracy of +/- 6 seconds.
 KK1143
 KK1143.The orthometric height was determined by differential leveling
 KK1143.and adjusted by the National Geodetic Survey in November 2003..
 KK1143
 KK1143.The geoid height was determined by GEOID03.
 KK1143
 KK1143.The dynamic height is computed by dividing the NAVD 88
 KK1143.geopotential number by the normal gravity value computed on the
 KK1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1143.degrees latitude (g = 980.6199 gals.).
 KK1143
 KK1143.The modeled gravity was interpolated from observed gravity values.
 KK1143
 KK1143;                    North         East    Units  Estimated Accuracy
 KK1143;SPC CO C     -   512,440.      896,890.      MT  (+/- 180 meters Scaled)
 KK1143
 KK1143                          SUPERSEDED SURVEY CONTROL
 KK1143
 KK1143  NAVD 88 (06/15/91) 2671.343  (m)         8764.23   (f) UNKNOWN     2 0
 KK1143  NGVD 29 (??/??/92) 2669.775  (m)         8759.09   (f) ADJ UNCH    2 0
 KK1143
 KK1143.Superseded values are not recommended for survey control.
 KK1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1143.See file dsdata.txt to determine how the superseded data were derived.
 KK1143
 KK1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD396950(NAD 83)
 KK1143_MARKER: DB = BENCH MARK DISK
 KK1143_SETTING: 80 = SET IN A BOULDER
 KK1143_STAMPING: G 301 1951
 KK1143_MARK LOGO: CGS   
 KK1143_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1143+STABILITY: SURFACE MOTION
 KK1143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1143+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 KK1143
 KK1143  HISTORY     - Date     Condition        Report By
 KK1143  HISTORY     - 1951     MONUMENTED       CGS
 KK1143  HISTORY     - 20010817 GOOD             NGS
 KK1143  HISTORY     - 20030910 GOOD             NGS
 KK1143
 KK1143                          STATION DESCRIPTION
 KK1143
 KK1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK1143'1 MI SW FROM GEORGETOWN.
 KK1143'0.2 MILE WEST ALONG 6TH STREET FROM THE POST OFFICE AT GEORGETOWN,
 KK1143'THENCE 0.75 MILE SOUTH ALONG U.S. HIGHWAY 6, 164 YARDS NORTH OF
 KK1143'A HISTORICAL MONUMENT, 130 FEET SOUTH OF THE SOUTHEAST CORNER
 KK1143'OF AN ABANDONED ROCK BUILDING, 30.6 FEET NORTHWEST OF THE CENTER
 KK1143'LINE OF THE HIGHWAY, 3 FEET ABOVE THE GROUND, SET IN THE TOP
 KK1143'OF A 15X18 FOOT GRANITE BOULDER.
 KK1143
 KK1143                          STATION RECOVERY (2001)
 KK1143
 KK1143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 KK1143'THE STATION IS LOCATED ABOUT 1.25 MI EAST-NORTHEAST OF SILVER PLUME
 KK1143'AND 0.4 MI SOUTHWEST
 KK1143'OF GEORGETOWN, IN THE WEST CENTER OF SECTION 17, T 4 S, R 74 W.
 KK1143'OWNERSHIP--COLORADO
 KK1143'HISTORICAL SOCIETY, GEORGETOWN LOOP HISTORIC MINING AND RAILROAD PARK.
 KK1143'TO REACH THE STATION FROM THE INTERSECTION OF ALVARADO ROAD AND LOOP
 KK1143'ROAD IN
 KK1143'THE TOWN OF GEORGETOWN, GO SOUTHWEST ON LOOP ROAD FOR 0.65 MI TO THE
 KK1143'PARKING LOT ON
 KK1143'THE RIGHT AND THE DEVILS GATE BOARDING AREA ON THE LEFT. CONTINUE
 KK1143'AHEAD INTO THE
 KK1143'PARKING LOT FOLLOWING THE LARGE CURVE THAN THE EXTRA PARKING IN THE
 KK1143'BACK OF THE LOT
 KK1143'FOR 0.125 MI TO THE GEORGETOWN LOOP BRIDGE OVERPASS. CONTINUE AHEAD,
 KK1143'UNDER THE BRIDGE
 KK1143'AND UP A SINGLE PAVED BIKE PATH FOR 0.1 MI TO THE STATION ON THE LEFT
 KK1143'BEFORE COMING TO A
 KK1143'SHARP CURVE.
 KK1143' 
 KK1143'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF A
 KK1143'LARGE GRANITE OUTCROP
 KK1143'THAT OCCURS IN THE AREA. IT IS 10.8 M NORTH-NORTHWEST FROM THE CENTER
 KK1143'OF THE PAVED BIKE
 KK1143'PATH, 4.6 M NORTH-NORTHWEST FROM A WITNESS POST, 4.5 M EAST-SOUTHEAST
 KK1143'FROM THE TOP OF
 KK1143'A 1.2 M TALL BOULDER SITTING ON THE GROUND, ABOUT 30 CM BELOW THE
 KK1143'PAVED BIKE PATH AND
 KK1143'ABOUT 30 M SOUTH-SOUTHWEST FROM A STORAGE YARD FOR THE RAILROAD.
 KK1143'
 KK1143
 KK1143                          STATION RECOVERY (2003)
 KK1143
 KK1143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 KK1143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0863 ***********************************************************************
 KK0863  DESIGNATION -  G 303
 KK0863  PID         -  KK0863
 KK0863  STATE/COUNTY-  CO/PARK
 KK0863  USGS QUAD   -  MILLIGAN LAKES (1957)
 KK0863
 KK0863                         *CURRENT SURVEY CONTROL
 KK0863  ___________________________________________________________________
 KK0863* NAD 83(1986)-  39 20 04.     (N)    105 51 52.     (W)     SCALED    
 KK0863* NAVD 88     -      2942.021  (meters)    9652.28   (feet)  ADJUSTED  
 KK0863  ___________________________________________________________________
 KK0863  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 KK0863  DYNAMIC HT  -        2938.242 (meters)    9639.88  (feet)  COMP
 KK0863  MODELED GRAV-     979,235.4   (mgal)                       NAVD 88
 KK0863
 KK0863  VERT ORDER  -  FIRST     CLASS II
 KK0863
 KK0863.The horizontal coordinates were scaled from a topographic map and have
 KK0863.an estimated accuracy of +/- 6 seconds.
 KK0863
 KK0863.The orthometric height was determined by differential leveling
 KK0863.and adjusted by the National Geodetic Survey in June 1991..
 KK0863
 KK0863.The geoid height was determined by GEOID03.
 KK0863
 KK0863.The dynamic height is computed by dividing the NAVD 88
 KK0863.geopotential number by the normal gravity value computed on the
 KK0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0863.degrees latitude (g = 980.6199 gals.).
 KK0863
 KK0863.The modeled gravity was interpolated from observed gravity values.
 KK0863
 KK0863;                    North         East    Units  Estimated Accuracy
 KK0863;SPC CO C     -   471,500.      882,980.      MT  (+/- 180 meters Scaled)
 KK0863
 KK0863                          SUPERSEDED SURVEY CONTROL
 KK0863
 KK0863  NGVD 29 (??/??/92) 2940.344  (m)         9646.78   (f) ADJ UNCH    1 2
 KK0863
 KK0863.Superseded values are not recommended for survey control.
 KK0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0863.See file dsdata.txt to determine how the superseded data were derived.
 KK0863
 KK0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD254542(NAD 83)
 KK0863_MARKER: DB = BENCH MARK DISK
 KK0863_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0863_SP_SET: BRIDGE
 KK0863_STAMPING: G 303 1951
 KK0863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0863
 KK0863  HISTORY     - Date     Condition        Report By
 KK0863  HISTORY     - 1951     MONUMENTED       CGS
 KK0863  HISTORY     - 1959     GOOD             DOD
 KK0863
 KK0863                          STATION DESCRIPTION
 KK0863
 KK0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0863'2.5 MI NE FROM COMO.
 KK0863'0.55 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE ABANDONED
 KK0863'COLORADO AND SOUTHERN RAILROAD STATION AT COMO, THENCE 1.95 MILES
 KK0863'NORTHEAST ALONG U.S. HIGHWAY 285, 0.25 MILE NORTHEAST OF A WOODEN
 KK0863'BRIDGE OVER TARRYALL CREEK, 0.25 MILE EAST OF A LARGE STUCCO RANCH
 KK0863'HOUSE, 230 FEET SOUTHWEST OF THE CENTER LINE OF A PRIVATE ROAD
 KK0863'LEADING NORTHWEST, 21 FEET NORTHWEST OF THE CENTER LINE OF THE
 KK0863'HIGHWAY, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 KK0863'HEADWALL OF A CONCRETE BRIDGE.  NOTE--MARK IS 35 FT. SW FROM THE
 KK0863'EDGE OF THE CREEK AND 5.4 FT. HIGHER, 2.1 FT. LOWER THAN THE HIGHWAY.
 KK0863
 KK0863                          STATION RECOVERY (1959)
 KK0863
 KK0863'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KK0863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1065 ***********************************************************************
 KK1065  DESIGNATION -  G 304
 KK1065  PID         -  KK1065
 KK1065  STATE/COUNTY-  CO/CLEAR CREEK
 KK1065  USGS QUAD   -  GEORGETOWN (1974)
 KK1065
 KK1065                         *CURRENT SURVEY CONTROL
 KK1065  ___________________________________________________________________
 KK1065* NAD 83(1986)-  39 39 21.     (N)    105 42 28.     (W)     SCALED    
 KK1065* NAVD 88     -      3050.586  (meters)   10008.46   (feet)  ADJUSTED  
 KK1065  ___________________________________________________________________
 KK1065  GEOID HEIGHT-         -12.29  (meters)                     GEOID03
 KK1065  DYNAMIC HT  -        3046.764 (meters)    9995.92  (feet)  COMP
 KK1065  MODELED GRAV-     979,262.0   (mgal)                       NAVD 88
 KK1065
 KK1065  VERT ORDER  -  FIRST     CLASS II
 KK1065
 KK1065.The horizontal coordinates were scaled from a topographic map and have
 KK1065.an estimated accuracy of +/- 6 seconds.
 KK1065
 KK1065.The orthometric height was determined by differential leveling
 KK1065.and adjusted by the National Geodetic Survey in June 1991..
 KK1065
 KK1065.The geoid height was determined by GEOID03.
 KK1065
 KK1065.The dynamic height is computed by dividing the NAVD 88
 KK1065.geopotential number by the normal gravity value computed on the
 KK1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1065.degrees latitude (g = 980.6199 gals.).
 KK1065
 KK1065.The modeled gravity was interpolated from observed gravity values.
 KK1065
 KK1065;                    North         East    Units  Estimated Accuracy
 KK1065;SPC CO C     -   507,140.      896,570.      MT  (+/- 180 meters Scaled)
 KK1065
 KK1065                          SUPERSEDED SURVEY CONTROL
 KK1065
 KK1065  NGVD 29 (??/??/92) 3048.949  (m)        10003.09   (f) ADJ UNCH    1 2
 KK1065
 KK1065.Superseded values are not recommended for survey control.
 KK1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1065.See file dsdata.txt to determine how the superseded data were derived.
 KK1065
 KK1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD392897(NAD 83)
 KK1065_MARKER: DB = BENCH MARK DISK
 KK1065_SETTING: 80 = SET IN A BOULDER
 KK1065_STAMPING: G 304 1951
 KK1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1065+STABILITY: SURFACE MOTION
 KK1065
 KK1065  HISTORY     - Date     Condition        Report By
 KK1065  HISTORY     - 1951     MONUMENTED       CGS
 KK1065  HISTORY     - 1954     GOOD             NGS
 KK1065
 KK1065                          STATION DESCRIPTION
 KK1065
 KK1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK1065'5 MI S FROM GEORGETOWN.
 KK1065'5.05 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE POST
 KK1065'OFFICE AT GEORGETOWN, 285 FEET NORTHEAST OF A SMALL STREAM WHICH
 KK1065'FLOWS UNDER THE ROAD, 12 FEET WEST OF THE CENTER LINE OF THE ROAD,
 KK1065'IN THE SOUTHEAST EDGE OF A GROVE OF SMALL ASPEN TREES, 4 FEET
 KK1065'ABOVE THE GROUND, SET IN THE TOP OF AN 8X8 FOOT GRANITE BOULDER.
 KK1065
 KK1065                          STATION RECOVERY (1954)
 KK1065
 KK1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 KK1065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0675 ***********************************************************************
 KK0675  DESIGNATION -  G 305
 KK0675  PID         -  KK0675
 KK0675  STATE/COUNTY-  CO/DOUGLAS
 KK0675  USGS QUAD   -  KASSLER (1994)
 KK0675
 KK0675                         *CURRENT SURVEY CONTROL
 KK0675  ___________________________________________________________________
 KK0675* NAD 83(1986)-  39 29 13.     (N)    105 05 23.     (W)     SCALED    
 KK0675* NAVD 88     -      1692.283  (meters)    5552.10   (feet)  ADJUSTED  
 KK0675  ___________________________________________________________________
 KK0675  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 KK0675  DYNAMIC HT  -        1690.598 (meters)    5546.57  (feet)  COMP
 KK0675  MODELED GRAV-     979,571.9   (mgal)                       NAVD 88
 KK0675
 KK0675  VERT ORDER  -  FIRST     CLASS II
 KK0675
 KK0675.The horizontal coordinates were scaled from a topographic map and have
 KK0675.an estimated accuracy of +/- 6 seconds.
 KK0675
 KK0675.The orthometric height was determined by differential leveling
 KK0675.and adjusted by the National Geodetic Survey in June 1991..
 KK0675
 KK0675.The geoid height was determined by GEOID03.
 KK0675
 KK0675.The dynamic height is computed by dividing the NAVD 88
 KK0675.geopotential number by the normal gravity value computed on the
 KK0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0675.degrees latitude (g = 980.6199 gals.).
 KK0675
 KK0675.The modeled gravity was interpolated from observed gravity values.
 KK0675
 KK0675;                    North         East    Units  Estimated Accuracy
 KK0675;SPC CO C     -   488,450.      949,700.      MT  (+/- 180 meters Scaled)
 KK0675
 KK0675                          SUPERSEDED SURVEY CONTROL
 KK0675
 KK0675  NGVD 29 (??/??/??) 1691.360  (m)         5549.07   (f) ADJUSTED    1 2
 KK0675
 KK0675.Superseded values are not recommended for survey control.
 KK0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0675.See file dsdata.txt to determine how the superseded data were derived.
 KK0675
 KK0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD922708(NAD 83)
 KK0675_MARKER: DB = BENCH MARK DISK
 KK0675_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KK0675_STAMPING: G 305 1951
 KK0675_MARK LOGO: CGS   
 KK0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0675+STABILITY: SURFACE MOTION
 KK0675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0675+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2004
 KK0675
 KK0675  HISTORY     - Date     Condition        Report By
 KK0675  HISTORY     - 1951     MONUMENTED       CGS
 KK0675  HISTORY     - 1955     GOOD             NGS
 KK0675  HISTORY     - 1982     GOOD             NGS
 KK0675  HISTORY     - 1984     GOOD             NGS
 KK0675  HISTORY     - 20040909 GOOD             GEOCAC
 KK0675
 KK0675                          STATION DESCRIPTION
 KK0675
 KK0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0675'0.4 MI SE FROM KASSLER.
 KK0675'0.45 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE MAIN OFFICE OF
 KK0675'THE KASSLER FILTER PLANT AT KASSLER, AT A CONCRETE WATER INTAKE,
 KK0675'103 FEET NORTHWEST OF THE CENTER LINE OF A GRAVELED ROAD, 97 FEET
 KK0675'SOUTHEAST OF THE SOUTHWEST CORNER OF A BRICK HOUSE, 19 FEET
 KK0675'SOUTHEAST OF THE CENTER LINE OF A LEVEE, SET IN THE TOP OF THE
 KK0675'EAST CORNER OF A CONCRETE BASE WHICH SUPPORTS TWO STEEL WINCHES
 KK0675'WHICH CONTROL THE FLOOD GATES AT THE INTAKE, 1.7 FEET SOUTHWEST
 KK0675'OF A FOOT BRIDGE.
 KK0675
 KK0675                          STATION RECOVERY (1955)
 KK0675
 KK0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0675'RECOVERED IN GOOD CONDITION.
 KK0675
 KK0675                          STATION RECOVERY (1982)
 KK0675
 KK0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0675'RECOVERED IN GOOD CONDITION.
 KK0675
 KK0675                          STATION RECOVERY (1984)
 KK0675
 KK0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK0675'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.8 KM
 KK0675'(5.45 MI) WESTERLY ALONG COUNTY ROAD 7 (TITAN ROAD) FROM ITS JUNCTION
 KK0675'WITH U.S. HIGHWAY 85 IN ACEQUIA.  DELETE=97 FEET SOUTHEAST OF THE
 KK0675'SOUTHEAST CORNER OF A BRICK HOUSE.
 KK0675
 KK0675                          STATION RECOVERY (2004)
 KK0675
 KK0675'RECOVERY NOTE BY GEOCACHING 2004 (MME)
 KK0675'THE STATION IS ON THE SOUTH SIDE OF THE HIGHLINE CANAL SERVICE ROAD,
 KK0675'150 FEET EAST OF WATERTON RD., SOUTHWEST OF PLATTE CANYON RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0716 ***********************************************************************
 KK0716  DESIGNATION -  G 306
 KK0716  PID         -  KK0716
 KK0716  STATE/COUNTY-  CO/JEFFERSON
 KK0716  USGS QUAD   -  PINE (1994)
 KK0716
 KK0716                         *CURRENT SURVEY CONTROL
 KK0716  ___________________________________________________________________
 KK0716* NAD 83(1986)-  39 24 21.     (N)    105 18 38.     (W)     SCALED    
 KK0716* NAVD 88     -      2051.341  (meters)    6730.11   (feet)  ADJUSTED  
 KK0716  ___________________________________________________________________
 KK0716  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 KK0716  DYNAMIC HT  -        2049.153 (meters)    6722.93  (feet)  COMP
 KK0716  MODELED GRAV-     979,486.7   (mgal)                       NAVD 88
 KK0716
 KK0716  VERT ORDER  -  FIRST     CLASS II
 KK0716
 KK0716.The horizontal coordinates were scaled from a topographic map and have
 KK0716.an estimated accuracy of +/- 6 seconds.
 KK0716
 KK0716.The orthometric height was determined by differential leveling
 KK0716.and adjusted by the National Geodetic Survey in June 1991..
 KK0716
 KK0716.The geoid height was determined by GEOID03.
 KK0716
 KK0716.The dynamic height is computed by dividing the NAVD 88
 KK0716.geopotential number by the normal gravity value computed on the
 KK0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0716.degrees latitude (g = 980.6199 gals.).
 KK0716
 KK0716.The modeled gravity was interpolated from observed gravity values.
 KK0716
 KK0716;                    North         East    Units  Estimated Accuracy
 KK0716;SPC CO C     -   479,380.      930,720.      MT  (+/- 180 meters Scaled)
 KK0716
 KK0716                          SUPERSEDED SURVEY CONTROL
 KK0716
 KK0716  NGVD 29 (??/??/92) 2050.194  (m)         6726.34   (f) ADJ UNCH    1 2
 KK0716
 KK0716.Superseded values are not recommended for survey control.
 KK0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0716.See file dsdata.txt to determine how the superseded data were derived.
 KK0716
 KK0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD732618(NAD 83)
 KK0716_MARKER: DB = BENCH MARK DISK
 KK0716_SETTING: 80 = SET IN A BOULDER
 KK0716_STAMPING: G 306 1951
 KK0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0716+STABILITY: SURFACE MOTION
 KK0716
 KK0716  HISTORY     - Date     Condition        Report By
 KK0716  HISTORY     - 1951     MONUMENTED       CGS
 KK0716  HISTORY     - 1955     GOOD             NGS
 KK0716
 KK0716                          STATION DESCRIPTION
 KK0716
 KK0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0716'0.7 MI E FROM PINE GROVE.
 KK0716'0.7 MILE EAST ALONG STATE HIGHWAY 126 FROM THE POST OFFICE AT PINE
 KK0716'GROVE, 88 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 93 FEET
 KK0716'SOUTHEAST OF A POWER POLE, 40 FEET EAST OF A FENCE, 25 FEET EAST OF
 KK0716'THE CENTER LINE OF A TRACK ROAD, 1.6 FEET ABOVE THE GROUND, SET
 KK0716'IN THE TOP OF A 3X4 FOOT GRANITE BOULDER.
 KK0716
 KK0716                          STATION RECOVERY (1955)
 KK0716
 KK0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0716'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0212 ***********************************************************************
 KK0212  DESIGNATION -  G 307
 KK0212  PID         -  KK0212
 KK0212  STATE/COUNTY-  CO/DOUGLAS
 KK0212  USGS QUAD   -  SEDALIA (1994)
 KK0212
 KK0212                         *CURRENT SURVEY CONTROL
 KK0212  ___________________________________________________________________
 KK0212* NAD 83(1986)-  39 28 54.     (N)    104 59 48.     (W)     SCALED    
 KK0212* NAVD 88     -      1721.370  (meters)    5647.53   (feet)  POSTED    
 KK0212  ___________________________________________________________________
 KK0212  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 KK0212  DYNAMIC HT  -        1719.640 (meters)    5641.85  (feet)  COMP
 KK0212  MODELED GRAV-     979,561.7   (mgal)                       NAVD 88
 KK0212
 KK0212  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 KK0212
 KK0212.The horizontal coordinates were scaled from a topographic map and have
 KK0212.an estimated accuracy of +/- 6 seconds.
 KK0212
 KK0212.The orthometric height was determined by differential leveling
 KK0212.and adjusted by the National Geodetic Survey in 1992..
 KK0212.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 KK0212.rate of 4.1 thru 8.0 mm/km.
 KK0212
 KK0212.The geoid height was determined by GEOID03.
 KK0212
 KK0212.The dynamic height is computed by dividing the NAVD 88
 KK0212.geopotential number by the normal gravity value computed on the
 KK0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0212.degrees latitude (g = 980.6199 gals.).
 KK0212
 KK0212.The modeled gravity was interpolated from observed gravity values.
 KK0212
 KK0212;                    North         East    Units  Estimated Accuracy
 KK0212;SPC CO C     -   487,900.      957,710.      MT  (+/- 180 meters Scaled)
 KK0212
 KK0212                          SUPERSEDED SURVEY CONTROL
 KK0212
 KK0212  NGVD 29 (??/??/92) 1720.430  (m)         5644.44   (f) ADJ UNCH    1 2
 KK0212
 KK0212.Superseded values are not recommended for survey control.
 KK0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0212.See file dsdata.txt to determine how the superseded data were derived.
 KK0212
 KK0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED002702(NAD 83)
 KK0212_MARKER: DB = BENCH MARK DISK
 KK0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0212_STAMPING: G 307 1951
 KK0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0212+STABILITY: SURFACE MOTION
 KK0212
 KK0212  HISTORY     - Date     Condition        Report By
 KK0212  HISTORY     - 1951     MONUMENTED       CGS
 KK0212  HISTORY     - 1955     GOOD             NGS
 KK0212  HISTORY     - 1983     MARK NOT FOUND   NGS
 KK0212
 KK0212                          STATION DESCRIPTION
 KK0212
 KK0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0212'AT LOUVIERS.
 KK0212'AT LOUVIERS, 423 FEET NORTHWEST OF THE DENVER AND RIO GRANDE
 KK0212'WESTERN RAILROAD STATION, AT A ROAD CROSSING, 91 FEET SOUTHWEST OF
 KK0212'THE SOUTHWEST RAIL OF THE MAIN TRACK, 91 FEET SOUTHWEST OF THE
 KK0212'CENTER LINE OF AN OILED ROAD LEADING WEST, 24 FEET SOUTHWEST OF
 KK0212'THE CENTER LINE OF A GRAVELED ROAD LEADING SOUTHEAST, 2.6 FEET
 KK0212'NORTHEAST OF A FENCE, 4.6 FEET SOUTHEAST OF A TELEPHONE POLE, 2
 KK0212'FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 KK0212'POST WHICH IS 0.2 FOOT BELOW THE TOP OF THE GROUND.
 KK0212
 KK0212                          STATION RECOVERY (1955)
 KK0212
 KK0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0212'RECOVERED IN GOOD CONDITION.
 KK0212
 KK0212                          STATION RECOVERY (1983)
 KK0212
 KK0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0384 ***********************************************************************
 LL0384  DESIGNATION -  G 308
 LL0384  PID         -  LL0384
 LL0384  STATE/COUNTY-  CO/LARIMER
 LL0384  USGS QUAD   -  CARR WEST (1975)
 LL0384
 LL0384                         *CURRENT SURVEY CONTROL
 LL0384  ___________________________________________________________________
 LL0384* NAD 83(1986)-  40 54 57.     (N)    104 59 58.     (W)     SCALED    
 LL0384* NAVD 88     -      1817.587  (meters)    5963.20   (feet)  ADJUSTED  
 LL0384  ___________________________________________________________________
 LL0384  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 LL0384  DYNAMIC HT  -        1816.011 (meters)    5958.03  (feet)  COMP
 LL0384  MODELED GRAV-     979,692.4   (mgal)                       NAVD 88
 LL0384
 LL0384  VERT ORDER  -  SECOND    CLASS 0
 LL0384
 LL0384.The horizontal coordinates were scaled from a topographic map and have
 LL0384.an estimated accuracy of +/- 6 seconds.
 LL0384
 LL0384.The orthometric height was determined by differential leveling
 LL0384.and adjusted by the National Geodetic Survey in June 1991..
 LL0384
 LL0384.The geoid height was determined by GEOID03.
 LL0384
 LL0384.The dynamic height is computed by dividing the NAVD 88
 LL0384.geopotential number by the normal gravity value computed on the
 LL0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0384.degrees latitude (g = 980.6199 gals.).
 LL0384
 LL0384.The modeled gravity was interpolated from observed gravity values.
 LL0384
 LL0384;                    North         East    Units  Estimated Accuracy
 LL0384;SPC CO N     -   480,630.      956,570.      MT  (+/- 180 meters Scaled)
 LL0384
 LL0384                          SUPERSEDED SURVEY CONTROL
 LL0384
 LL0384  NGVD 29 (??/??/92) 1816.575  (m)         5959.88   (f) ADJ UNCH    2 0
 LL0384
 LL0384.Superseded values are not recommended for survey control.
 LL0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0384.See file dsdata.txt to determine how the superseded data were derived.
 LL0384
 LL0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF000294(NAD 83)
 LL0384_MARKER: DB = BENCH MARK DISK
 LL0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0384_STAMPING: G 308 1952
 LL0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0384+STABILITY: SURFACE MOTION
 LL0384
 LL0384  HISTORY     - Date     Condition        Report By
 LL0384  HISTORY     - 1952     MONUMENTED       CGS
 LL0384
 LL0384                          STATION DESCRIPTION
 LL0384
 LL0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0384'7.4 MI W FROM CARR.
 LL0384'2.2 MILES WEST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC RAILROAD
 LL0384'STATION AT CARR, THENCE 0.5 MILE NORTH ALONG A GRAVELED ROAD,
 LL0384'THENCE, 0.75 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.85 MILE
 LL0384'NORTHWEST ALONG A GRAVELED ROAD, THENCE 2.45 MILES WEST ALONG A
 LL0384'GRAVELED ROAD, THENCE 0.6 MILE NORTHWEST ALONG A DIRT ROAD, ON TOP
 LL0384'OF A HILL, 75 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD, 71
 LL0384'FEET WEST OF THE CENTER LINE OF A TRACK ROAD, LEADING NORTH, 2.1 FEET
 LL0384'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LL0384'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0362 ***********************************************************************
 LL0362  DESIGNATION -  G 309
 LL0362  PID         -  LL0362
 LL0362  STATE/COUNTY-  CO/WELD
 LL0362  USGS QUAD   -  CHALK BLUFFS SW (1972)
 LL0362
 LL0362                         *CURRENT SURVEY CONTROL
 LL0362  ___________________________________________________________________
 LL0362* NAD 83(1986)-  40 52 13.     (N)    104 41 12.     (W)     SCALED    
 LL0362* NAVD 88     -      1652.380  (meters)    5421.18   (feet)  ADJUSTED  
 LL0362  ___________________________________________________________________
 LL0362  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 LL0362  DYNAMIC HT  -        1650.974 (meters)    5416.57  (feet)  COMP
 LL0362  MODELED GRAV-     979,715.8   (mgal)                       NAVD 88
 LL0362
 LL0362  VERT ORDER  -  SECOND    CLASS 0
 LL0362
 LL0362.The horizontal coordinates were scaled from a topographic map and have
 LL0362.an estimated accuracy of +/- 6 seconds.
 LL0362
 LL0362.The orthometric height was determined by differential leveling
 LL0362.and adjusted by the National Geodetic Survey in June 1991..
 LL0362
 LL0362.The geoid height was determined by GEOID03.
 LL0362
 LL0362.The dynamic height is computed by dividing the NAVD 88
 LL0362.geopotential number by the normal gravity value computed on the
 LL0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0362.degrees latitude (g = 980.6199 gals.).
 LL0362
 LL0362.The modeled gravity was interpolated from observed gravity values.
 LL0362
 LL0362;                    North         East    Units  Estimated Accuracy
 LL0362;SPC CO N     -   475,770.      982,970.      MT  (+/- 180 meters Scaled)
 LL0362
 LL0362                          SUPERSEDED SURVEY CONTROL
 LL0362
 LL0362  NGVD 29 (??/??/92) 1651.429  (m)         5418.06   (f) ADJ UNCH    2 0
 LL0362
 LL0362.Superseded values are not recommended for survey control.
 LL0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0362.See file dsdata.txt to determine how the superseded data were derived.
 LL0362
 LL0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF264244(NAD 83)
 LL0362_MARKER: DB = BENCH MARK DISK
 LL0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0362_STAMPING: G 309 1952
 LL0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0362+STABILITY: SURFACE MOTION
 LL0362
 LL0362  HISTORY     - Date     Condition        Report By
 LL0362  HISTORY     - 1952     MONUMENTED       CGS
 LL0362
 LL0362                          STATION DESCRIPTION
 LL0362
 LL0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0362'11.8 MI SE FROM CARR.
 LL0362'4.25 MILES EAST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 LL0362'RAILROAD STATION AT CARR, THENCE 2.0 MILES SOUTH ALONG U.S.
 LL0362'HIGHWAY 85, THENCE 5.6 MILES EAST ALONG A GRAVELED ROAD, 40 FEET
 LL0362'NORTH OF THE CENTER LINE OF A GRAVELED ROAD, 2.5 FEET SOUTH
 LL0362'OF A FENCE, IN LINE WITH A FENCE LEADING SOUTH, 4 FEET WEST OF A
 LL0362'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LL0362'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0181 ***********************************************************************
 HL0181  DESIGNATION -  G 31
 HL0181  PID         -  HL0181
 HL0181  STATE/COUNTY-  CO/ARCHULETA
 HL0181  USGS QUAD   -  ALLISON (1975)
 HL0181
 HL0181                         *CURRENT SURVEY CONTROL
 HL0181  ___________________________________________________________________
 HL0181* NAD 83(1986)-  37 00 49.     (N)    107 26 33.     (W)     SCALED    
 HL0181* NAVD 88     -      1876.804  (meters)    6157.48   (feet)  ADJUSTED  
 HL0181  ___________________________________________________________________
 HL0181  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 HL0181  DYNAMIC HT  -        1874.379 (meters)    6149.53  (feet)  COMP
 HL0181  MODELED GRAV-     979,273.0   (mgal)                       NAVD 88
 HL0181
 HL0181  VERT ORDER  -  FIRST     CLASS II
 HL0181
 HL0181.The horizontal coordinates were scaled from a topographic map and have
 HL0181.an estimated accuracy of +/- 6 seconds.
 HL0181
 HL0181.The orthometric height was determined by differential leveling
 HL0181.and adjusted by the National Geodetic Survey in June 1991..
 HL0181
 HL0181.The geoid height was determined by GEOID03.
 HL0181
 HL0181.The dynamic height is computed by dividing the NAVD 88
 HL0181.geopotential number by the normal gravity value computed on the
 HL0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0181.degrees latitude (g = 980.6199 gals.).
 HL0181
 HL0181.The modeled gravity was interpolated from observed gravity values.
 HL0181
 HL0181;                    North         East    Units  Estimated Accuracy
 HL0181;SPC CO S     -   345,100.      741,530.      MT  (+/- 180 meters Scaled)
 HL0181
 HL0181                          SUPERSEDED SURVEY CONTROL
 HL0181
 HL0181  NGVD 29 (??/??/92) 1875.584  (m)         6153.48   (f) ADJ UNCH    1 2
 HL0181
 HL0181.Superseded values are not recommended for survey control.
 HL0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0181.See file dsdata.txt to determine how the superseded data were derived.
 HL0181
 HL0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA826991(NAD 83)
 HL0181_MARKER: DB = BENCH MARK DISK
 HL0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0181_STAMPING: G 31 1934
 HL0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0181+STABILITY: SURFACE MOTION
 HL0181
 HL0181  HISTORY     - Date     Condition        Report By
 HL0181  HISTORY     - 1934     MONUMENTED       CGS
 HL0181
 HL0181                          STATION DESCRIPTION
 HL0181
 HL0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0181'5.59 MI W FROM ARBOLES.
 HL0181'5.59 MILES WEST OF ARBOLES BY RAIL.  ON THE R. O. W. OF THE D. R. G.
 HL0181'AND W. RAILROAD.  29.0 FT WEST OF THE CENTERLINE OF RANCH ROAD.  38.0
 HL0181'FT SOUTH WEST OF THE CENTER OF GRADE CROSSING.  24.0 FT SOUTH OF THE
 HL0181'CENTER LINE OF TRACK.  MILE POST 408.27.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1371 ***********************************************************************
 KK1371  DESIGNATION -  G 31
 KK1371  PID         -  KK1371
 KK1371  STATE/COUNTY-  CO/JEFFERSON
 KK1371  USGS QUAD   -  GOLDEN (1994)
 KK1371
 KK1371                         *CURRENT SURVEY CONTROL
 KK1371  ___________________________________________________________________
 KK1371* NAD 83(1986)-  39 45 19.     (N)    105 13 16.     (W)     SCALED    
 KK1371* NAVD 88     -      1730.570  (meters)    5677.71   (feet)  ADJUSTED  
 KK1371  ___________________________________________________________________
 KK1371  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 KK1371  DYNAMIC HT  -        1728.845 (meters)    5672.05  (feet)  COMP
 KK1371  MODELED GRAV-     979,569.2   (mgal)                       NAVD 88
 KK1371
 KK1371  VERT ORDER  -  FIRST     CLASS II
 KK1371
 KK1371.The horizontal coordinates were scaled from a topographic map and have
 KK1371.an estimated accuracy of +/- 6 seconds.
 KK1371
 KK1371.The orthometric height was determined by differential leveling
 KK1371.and adjusted by the National Geodetic Survey in June 1991..
 KK1371
 KK1371.The geoid height was determined by GEOID03.
 KK1371
 KK1371.The dynamic height is computed by dividing the NAVD 88
 KK1371.geopotential number by the normal gravity value computed on the
 KK1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1371.degrees latitude (g = 980.6199 gals.).
 KK1371
 KK1371.The modeled gravity was interpolated from observed gravity values.
 KK1371
 KK1371;                    North         East    Units  Estimated Accuracy
 KK1371;SPC CO C     -   518,200.      938,300.      MT  (+/- 180 meters Scaled)
 KK1371
 KK1371                          SUPERSEDED SURVEY CONTROL
 KK1371
 KK1371  NGVD 29 (??/??/??) 1729.603  (m)         5674.54   (f) ADJUSTED    1 2
 KK1371
 KK1371.Superseded values are not recommended for survey control.
 KK1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1371.See file dsdata.txt to determine how the superseded data were derived.
 KK1371
 KK1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE810006(NAD 83)
 KK1371_MARKER: DB = BENCH MARK DISK
 KK1371_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 KK1371_SP_SET: BUILDING
 KK1371_STAMPING: G 31 5675 COLO 1923
 KK1371_MARK LOGO: USGS  
 KK1371_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1371+STABILITY: POSITION/ELEVATION WELL
 KK1371
 KK1371  HISTORY     - Date     Condition        Report By
 KK1371  HISTORY     - 1923     MONUMENTED       USGS
 KK1371  HISTORY     - 1984     GOOD             NGS
 KK1371
 KK1371                          STATION DESCRIPTION
 KK1371
 KK1371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1371'IN GOLDEN.
 KK1371'IN GOLDEN, AT 1201 WASHINGTON AVENUE, SET VERTICALLY IN THE NORTHWEST
 KK1371'CORNER OF THE GOLDEN SQUARE BUILDING, 1.0 METER (3.3 FT) NORTHEAST OF
 KK1371'THE NORTHWEST CORNER OF THE BUILDING.
 KK1371'THE MARK IS 0.6 M ABOVE THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0371 ***********************************************************************
 LL0371  DESIGNATION -  G 310
 LL0371  PID         -  LL0371
 LL0371  STATE/COUNTY-  CO/WELD
 LL0371  USGS QUAD   -  CHALK BLUFFS SE (1972)
 LL0371
 LL0371                         *CURRENT SURVEY CONTROL
 LL0371  ___________________________________________________________________
 LL0371* NAD 83(1986)-  40 51 23.     (N)    104 31 39.     (W)     SCALED    
 LL0371* NAVD 88     -      1623.553  (meters)    5326.61   (feet)  ADJUSTED  
 LL0371  ___________________________________________________________________
 LL0371  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 LL0371  DYNAMIC HT  -        1622.198 (meters)    5322.16  (feet)  COMP
 LL0371  MODELED GRAV-     979,732.8   (mgal)                       NAVD 88
 LL0371
 LL0371  VERT ORDER  -  SECOND    CLASS 0
 LL0371
 LL0371.The horizontal coordinates were scaled from a topographic map and have
 LL0371.an estimated accuracy of +/- 6 seconds.
 LL0371
 LL0371.The orthometric height was determined by differential leveling
 LL0371.and adjusted by the National Geodetic Survey in June 1991..
 LL0371
 LL0371.The geoid height was determined by GEOID03.
 LL0371
 LL0371.The dynamic height is computed by dividing the NAVD 88
 LL0371.geopotential number by the normal gravity value computed on the
 LL0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0371.degrees latitude (g = 980.6199 gals.).
 LL0371
 LL0371.The modeled gravity was interpolated from observed gravity values.
 LL0371
 LL0371;                    North         East    Units  Estimated Accuracy
 LL0371;SPC CO N     -   474,360.      996,400.      MT  (+/- 180 meters Scaled)
 LL0371
 LL0371                          SUPERSEDED SURVEY CONTROL
 LL0371
 LL0371  NGVD 29 (??/??/92) 1622.648  (m)         5323.64   (f) ADJ UNCH    2 0
 LL0371
 LL0371.Superseded values are not recommended for survey control.
 LL0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0371.See file dsdata.txt to determine how the superseded data were derived.
 LL0371
 LL0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF398229(NAD 83)
 LL0371_MARKER: DB = BENCH MARK DISK
 LL0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0371_STAMPING: G 310 1952
 LL0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0371+STABILITY: SURFACE MOTION
 LL0371
 LL0371  HISTORY     - Date     Condition        Report By
 LL0371  HISTORY     - 1952     MONUMENTED       CGS
 LL0371
 LL0371                          STATION DESCRIPTION
 LL0371
 LL0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0371'17.4 MI SW FROM GROVER.
 LL0371'0.3 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LL0371'RAILROAD FROM THE STATION AT GROVER, THENCE 5.9 MILES WEST
 LL0371'ALONG A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD,
 LL0371'THENCE 4.95 MILES WEST ALONG A GRAVELED ROAD, THENCE 5.2 MILES
 LL0371'WEST ALONG A DIRT ROAD, ON THE WEST SLOPE OF A SMALL HILL, 0.65
 LL0371'MILE EAST OF A CURVE IN THE ROAD, 82 FEET SOUTH OF THE CENTER
 LL0371'LINE OF A DIRT ROAD, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP
 LL0371'OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0295 ***********************************************************************
 LK0295  DESIGNATION -  G 311
 LK0295  PID         -  LK0295
 LK0295  STATE/COUNTY-  CO/MORGAN
 LK0295  USGS QUAD   -  WELDONA (1984)
 LK0295
 LK0295                         *CURRENT SURVEY CONTROL
 LK0295  ___________________________________________________________________
 LK0295* NAD 83(1992)-  40 20 57.37561(N)    103 58 36.00885(W)     ADJUSTED  
 LK0295* NAVD 88     -      1326.892  (meters)    4353.31   (feet)  POSTED    
 LK0295  ___________________________________________________________________
 LK0295  X           -  -1,175,917.762 (meters)                     COMP
 LK0295  Y           -  -4,724,543.461 (meters)                     COMP
 LK0295  Z           -   4,108,465.061 (meters)                     COMP
 LK0295  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 LK0295  ELLIP HEIGHT-        1307.68  (meters)          (12/03/02) GPS OBS
 LK0295  GEOID HEIGHT-         -19.23  (meters)                     GEOID03
 LK0295  DYNAMIC HT  -        1325.820 (meters)    4349.79  (feet)  COMP
 LK0295  MODELED GRAV-     979,772.9   (mgal)                       NAVD 88
 LK0295
 LK0295  HORZ ORDER  -  FIRST
 LK0295  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LK0295  ELLP ORDER  -  FOURTH    CLASS II
 LK0295
 LK0295.The horizontal coordinates were established by GPS observations
 LK0295.and adjusted by the National Geodetic Survey in August 1998..
 LK0295
 LK0295.The orthometric height was determined by differential leveling
 LK0295.and adjusted by the National Geodetic Survey in 1992..
 LK0295.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LK0295.rate of 0.0 thru 1.0 mm/km.
 LK0295
 LK0295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0295
 LK0295.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0295
 LK0295.The ellipsoidal height was determined by GPS observations
 LK0295.and is referenced to NAD 83.
 LK0295
 LK0295.The geoid height was determined by GEOID03.
 LK0295
 LK0295.The dynamic height is computed by dividing the NAVD 88
 LK0295.geopotential number by the normal gravity value computed on the
 LK0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0295.degrees latitude (g = 980.6199 gals.).
 LK0295
 LK0295.The modeled gravity was interpolated from observed gravity values.
 LK0295
 LK0295;                    North         East     Units Scale Factor Converg.
 LK0295;SPC CO N     -   418,712.793 1,043,807.979   MT  0.99995832   +0 59 03.4
 LK0295;SPC CO N     - 1,373,726.89  3,424,560.01   sFT  0.99995832   +0 59 03.4
 LK0295;UTM  13      - 4,467,026.558   586,905.296   MT  0.99969297   +0 39 45.3
 LK0295
 LK0295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0295!SPC CO N     -   0.99979490  x   0.99995832  =   0.99975323
 LK0295!UTM  13      -   0.99979490  x   0.99969297  =   0.99948794
 LK0295
 LK0295                          SUPERSEDED SURVEY CONTROL
 LK0295
 LK0295  ELLIP H (08/11/98) 1307.67   (m)                       GP(       ) 4 1
 LK0295  NAVD 88 (08/11/98) 1326.89   (m)         4353.3    (f) LEVELING    3  
 LK0295  NGVD 29 (??/??/92) 1326.155  (m)         4350.89   (f) ADJ UNCH    2 0
 LK0295
 LK0295.Superseded values are not recommended for survey control.
 LK0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0295.See file dsdata.txt to determine how the superseded data were derived.
 LK0295
 LK0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE8690567027(NAD 83)
 LK0295_MARKER: DB = BENCH MARK DISK
 LK0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0295_STAMPING: G 311 1952
 LK0295_MARK LOGO: CGS   
 LK0295_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LK0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0295+STABILITY: SURFACE MOTION
 LK0295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0295+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1997
 LK0295
 LK0295  HISTORY     - Date     Condition        Report By
 LK0295  HISTORY     - 1952     MONUMENTED       CGS
 LK0295  HISTORY     - 19970505 GOOD             NGS
 LK0295
 LK0295                          STATION DESCRIPTION
 LK0295
 LK0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LK0295'0.5 MI NW FROM WELDONA.
 LK0295'0.5 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LK0295'AT WELDONA, AT A ROAD CROSSING, 62 FEET SOUTHEAST OF THE CENTER
 LK0295'LINE OF A DIRT ROAD, 45 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 LK0295'42.4 FEET SOUTHWEST OF THE SOUTHWEST END OF A CATTLE GUARD, 34.6
 LK0295'FEET NORTH OF A LARGE COTTONWOOD TREE, 18.6 FEET SOUTHEAST OF
 LK0295'A POWER POLE, 3 FEET NORTHEAST OF A FENCE, 2.8 FEET SOUTHEAST OF A
 LK0295'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4
 LK0295'FOOT ABOVE THE GROUND.
 LK0295
 LK0295                          STATION RECOVERY (1997)
 LK0295
 LK0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 LK0295'THE STATION IS LOCATED ABOUT 8.9 MI (14.3 KM) NORTHEAST OF WIGGINS,
 LK0295'4.4 MI (7.1 KM) EAST OF GOODRICH AND 0.6 MI (1.0 KM) NORTHWEST OF
 LK0295'WELDONA, IN THE SOUTHEAST 1/4 OF SECTION 33, T 5 N, R 59 W, AT STATE
 LK0295'HIGHWAY 144 MILEPOST 16.5.  OWNERSHIP--UNION PACIFIC RAILROAD
 LK0295'RIGHT-OF-WAY  TO REACH THE STATION FROM STATE HIGHWAY 144 AND MAIN
 LK0295'STREET IN WELDONA, GO NORTHWEST ON STATE HIGHWAY 144 FOR 0.6 MI (1.0
 LK0295'KM) TO A SIDEROAD ON THE LEFT AND THE STATION ON THE LEFT  THE MARK IS
 LK0295'A STANDARD DISK SET IN THE TOP OF A ROUND 25 CM CONCRETE POST FLUSH
 LK0295'WITH THE GROUND.  IT IS 39.0 M (128.0 FT) SOUTH FROM THE CENTER LINE
 LK0295'OF STATE HIGHWAY 144, 19.1 M (62.7 FT) EAST-NORTHEAST FROM THE CENTER
 LK0295'OF A DIRT ROAD TO A FARM, 14.0 M (45.9 FT) SOUTH FROM THE CENTER OF
 LK0295'THE OLD RAIL BED, 0.9 M (3.0 FT) EAST FROM A WOODEN WITNESS POST, 0.7
 LK0295'M (2.3 FT) NORTH FROM A FENCE, 0.55 M (1.80 FT) SOUTH FROM A PLASTIC
 LK0295'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0345 ***********************************************************************
 LK0345  DESIGNATION -  G 312
 LK0345  PID         -  LK0345
 LK0345  STATE/COUNTY-  CO/WELD
 LK0345  USGS QUAD   -  BUCKINGHAM (1978)
 LK0345
 LK0345                         *CURRENT SURVEY CONTROL
 LK0345  ___________________________________________________________________
 LK0345* NAD 83(1986)-  40 32 17.     (N)    103 58 28.     (W)     SCALED    
 LK0345* NAVD 88     -      1492.445  (meters)    4896.46   (feet)  POSTED    
 LK0345  ___________________________________________________________________
 LK0345  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 LK0345  DYNAMIC HT  -        1491.230 (meters)    4892.48  (feet)  COMP
 LK0345  MODELED GRAV-     979,758.1   (mgal)                       NAVD 88
 LK0345
 LK0345  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LK0345
 LK0345.The horizontal coordinates were scaled from a topographic map and have
 LK0345.an estimated accuracy of +/- 6 seconds.
 LK0345
 LK0345.The orthometric height was determined by differential leveling
 LK0345.and adjusted by the National Geodetic Survey in 1992..
 LK0345.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LK0345.rate of 2.1 thru 3.0 mm/km.
 LK0345
 LK0345.The geoid height was determined by GEOID03.
 LK0345
 LK0345.The dynamic height is computed by dividing the NAVD 88
 LK0345.geopotential number by the normal gravity value computed on the
 LK0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0345.degrees latitude (g = 980.6199 gals.).
 LK0345
 LK0345.The modeled gravity was interpolated from observed gravity values.
 LK0345
 LK0345;                    North         East    Units  Estimated Accuracy
 LK0345;SPC CO N     -   439,680.    1,043,640.      MT  (+/- 180 meters Scaled)
 LK0345
 LK0345                          SUPERSEDED SURVEY CONTROL
 LK0345
 LK0345  NGVD 29 (??/??/92) 1491.705  (m)         4894.04   (f) ADJ UNCH    2 0
 LK0345
 LK0345.Superseded values are not recommended for survey control.
 LK0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0345.See file dsdata.txt to determine how the superseded data were derived.
 LK0345
 LK0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE868879(NAD 83)
 LK0345_MARKER: DB = BENCH MARK DISK
 LK0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0345_STAMPING: G 312 1952
 LK0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0345+STABILITY: SURFACE MOTION
 LK0345
 LK0345  HISTORY     - Date     Condition        Report By
 LK0345  HISTORY     - 1952     MONUMENTED       CGS
 LK0345
 LK0345                          STATION DESCRIPTION
 LK0345
 LK0345'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LK0345'5.6 MI S FROM BUCKINGHAM.
 LK0345'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 LK0345'BUCKINGHAM, THENCE 5.35 MILES SOUTH ALONG A GRAVELED ROAD, 91 FEET
 LK0345'SOUTH OF THE EXTENDED CENTER LINE OF A DIRT ROAD LEADING WEST, 45
 LK0345'FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH GRAVELED ROAD,
 LK0345'20 FEET EAST OF A FENCE CORNER, 10 FEET NORTHEAST OF A POWER POLE,
 LK0345'3.2 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 LK0345'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0538 ***********************************************************************
 KK0538  DESIGNATION -  G 314
 KK0538  PID         -  KK0538
 KK0538  STATE/COUNTY-  CO/ADAMS
 KK0538  USGS QUAD   -  COMMERCE CITY (1994)
 KK0538
 KK0538                         *CURRENT SURVEY CONTROL
 KK0538  ___________________________________________________________________
 KK0538* NAD 83(1986)-  39 50 10.     (N)    104 54 22.     (W)     SCALED    
 KK0538* NAVD 88     -      1571.646  (meters)    5156.31   (feet)  POSTED    
 KK0538  ___________________________________________________________________
 KK0538  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 KK0538  DYNAMIC HT  -        1570.180 (meters)    5151.50  (feet)  COMP
 KK0538  MODELED GRAV-     979,641.6   (mgal)                       NAVD 88
 KK0538
 KK0538  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0538
 KK0538.The horizontal coordinates were scaled from a topographic map and have
 KK0538.an estimated accuracy of +/- 6 seconds.
 KK0538
 KK0538.The orthometric height was determined by differential leveling
 KK0538.and adjusted by the National Geodetic Survey in 1992..
 KK0538.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0538.rate of 0.0 thru 1.0 mm/km.
 KK0538
 KK0538.The geoid height was determined by GEOID03.
 KK0538
 KK0538.The dynamic height is computed by dividing the NAVD 88
 KK0538.geopotential number by the normal gravity value computed on the
 KK0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0538.degrees latitude (g = 980.6199 gals.).
 KK0538
 KK0538.The modeled gravity was interpolated from observed gravity values.
 KK0538
 KK0538;                    North         East    Units  Estimated Accuracy
 KK0538;SPC CO N     -   360,790.      965,240.      MT  (+/- 180 meters Scaled)
 KK0538
 KK0538                          SUPERSEDED SURVEY CONTROL
 KK0538
 KK0538  NGVD 29 (??/??/92) 1570.749  (m)         5153.37   (f) ADJ UNCH    1 2
 KK0538
 KK0538.Superseded values are not recommended for survey control.
 KK0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0538.See file dsdata.txt to determine how the superseded data were derived.
 KK0538
 KK0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE080095(NAD 83)
 KK0538_MARKER: DB = BENCH MARK DISK
 KK0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0538_STAMPING: G 314 1956
 KK0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0538+STABILITY: SURFACE MOTION
 KK0538
 KK0538  HISTORY     - Date     Condition        Report By
 KK0538  HISTORY     - 1956     MONUMENTED       CGS
 KK0538  HISTORY     - 1977     MARK NOT FOUND   NGS
 KK0538
 KK0538                          STATION DESCRIPTION
 KK0538
 KK0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KK0538'0.6 MI NE FROM DERBY.
 KK0538'0.65 MILE NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KK0538'RAILROAD FROM THE STATION AT DERBY, AT A PRIVATE ROAD CROSSING,
 KK0538'107 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE ROAD, 46 FEET
 KK0538'NORTHWEST OF THE NORTHWEST RAIL.  11.8 FEET EAST OF A POWER POLE,
 KK0538'1.6 FEET SOUTHEAST OF A FENCE, 2 FEET SOUTHWEST OF A WITNESS
 KK0538'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 KK0538'ABOVE THE GROUND, IN SECTION 32, TOWNSHIP 3 SOUTH, RANGE 67 WEST.
 KK0538
 KK0538                          STATION RECOVERY (1977)
 KK0538
 KK0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KK0538'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0013 ***********************************************************************
 LM0013  DESIGNATION -  G 316
 LM0013  PID         -  LM0013
 LM0013  STATE/COUNTY-  CO/JACKSON
 LM0013  USGS QUAD   -  KINGS CANYON (1950)
 LM0013
 LM0013                         *CURRENT SURVEY CONTROL
 LM0013  ___________________________________________________________________
 LM0013* NAD 83(1986)-  40 54 51.     (N)    106 14 56.     (W)     SCALED    
 LM0013* NAVD 88     -      2518.102  (meters)    8261.47   (feet)  ADJUSTED  
 LM0013  ___________________________________________________________________
 LM0013  GEOID HEIGHT-         -11.33  (meters)                     GEOID03
 LM0013  DYNAMIC HT  -        2515.527 (meters)    8253.02  (feet)  COMP
 LM0013  MODELED GRAV-     979,510.4   (mgal)                       NAVD 88
 LM0013
 LM0013  VERT ORDER  -  FIRST     CLASS II
 LM0013
 LM0013.The horizontal coordinates were scaled from a topographic map and have
 LM0013.an estimated accuracy of +/- 6 seconds.
 LM0013
 LM0013.The orthometric height was determined by differential leveling
 LM0013.and adjusted by the National Geodetic Survey in June 1991..
 LM0013
 LM0013.The geoid height was determined by GEOID03.
 LM0013
 LM0013.The dynamic height is computed by dividing the NAVD 88
 LM0013.geopotential number by the normal gravity value computed on the
 LM0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0013.degrees latitude (g = 980.6199 gals.).
 LM0013
 LM0013.The modeled gravity was interpolated from observed gravity values.
 LM0013
 LM0013;                    North         East    Units  Estimated Accuracy
 LM0013;SPC CO N     -   480,600.      851,310.      MT  (+/- 180 meters Scaled)
 LM0013
 LM0013                          SUPERSEDED SURVEY CONTROL
 LM0013
 LM0013  NGVD 29 (??/??/92) 2516.733  (m)         8256.98   (f) ADJ UNCH    1 2
 LM0013
 LM0013.Superseded values are not recommended for survey control.
 LM0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0013.See file dsdata.txt to determine how the superseded data were derived.
 LM0013
 LM0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF948299(NAD 83)
 LM0013_MARKER: DB = BENCH MARK DISK
 LM0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0013_STAMPING: G 316 1956
 LM0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0013+STABILITY: SURFACE MOTION
 LM0013
 LM0013  HISTORY     - Date     Condition        Report By
 LM0013  HISTORY     - 1956     MONUMENTED       CGS
 LM0013
 LM0013                          STATION DESCRIPTION
 LM0013
 LM0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 LM0013'1.8 MI S FROM KINGS CANYON.
 LM0013'1.8 MILES SOUTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 LM0013'RAILROAD FROM THE STATION SIGN AT KINGS CANYON, 11 1/2 POLES SOUTHWEST
 LM0013'OF MILEPOST 75, 20 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2.5 FEET
 LM0013'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LM0013'PROJECTS 0.4 FOOT ABOVE THE GROUND, IN SECTION 22, TOWNSHIP 11 NORTH,
 LM0013'RANGE 79 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0081 ***********************************************************************
 HL0081  DESIGNATION -  G 32
 HL0081  PID         -  HL0081
 HL0081  STATE/COUNTY-  CO/CONEJOS
 HL0081  USGS QUAD   -  ANTONITO (1967)
 HL0081
 HL0081                         *CURRENT SURVEY CONTROL
 HL0081  ___________________________________________________________________
 HL0081* NAD 83(1986)-  37 04 42.     (N)    106 00 37.     (W)     SCALED    
 HL0081* NAVD 88     -      2406.393  (meters)    7894.97   (feet)  POSTED    
 HL0081  ___________________________________________________________________
 HL0081  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 HL0081  DYNAMIC HT  -        2403.170 (meters)    7884.40  (feet)  COMP
 HL0081  MODELED GRAV-     979,204.5   (mgal)                       NAVD 88
 HL0081
 HL0081  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HL0081
 HL0081.The horizontal coordinates were scaled from a topographic map and have
 HL0081.an estimated accuracy of +/- 6 seconds.
 HL0081
 HL0081.The orthometric height was determined by differential leveling
 HL0081.and adjusted by the National Geodetic Survey in 1992..
 HL0081.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HL0081.rate of 1.1 thru 2.0 mm/km.
 HL0081
 HL0081.The geoid height was determined by GEOID03.
 HL0081
 HL0081.The dynamic height is computed by dividing the NAVD 88
 HL0081.geopotential number by the normal gravity value computed on the
 HL0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0081.degrees latitude (g = 980.6199 gals.).
 HL0081
 HL0081.The modeled gravity was interpolated from observed gravity values.
 HL0081
 HL0081;                    North         East    Units  Estimated Accuracy
 HL0081;SPC CO S     -   350,610.      869,030.      MT  (+/- 180 meters Scaled)
 HL0081
 HL0081                          SUPERSEDED SURVEY CONTROL
 HL0081
 HL0081  NGVD 29 (??/??/92) 2405.146  (m)         7890.88   (f) ADJ UNCH    1 2
 HL0081
 HL0081.Superseded values are not recommended for survey control.
 HL0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0081.See file dsdata.txt to determine how the superseded data were derived.
 HL0081
 HL0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB102040(NAD 83)
 HL0081_MARKER: DB = BENCH MARK DISK
 HL0081_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HL0081_SP_SET: BUILDING
 HL0081_STAMPING: 7890.883 G 32 1933
 HL0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0081
 HL0081  HISTORY     - Date     Condition        Report By
 HL0081  HISTORY     - 1933     MONUMENTED       CGS
 HL0081  HISTORY     - 1956     MARK NOT FOUND   NGS
 HL0081
 HL0081                          STATION DESCRIPTION
 HL0081
 HL0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HL0081'IN ANTONITO.
 HL0081'AT ANTONITO, CONEJOS COUNTY, AT A PUBLIC SCHOOL, IN THE EAST FACE OF
 HL0081'THE NORTH BRICK BUILDING, AT THE NORTH CORNER, AND ABOUT 4-1/2 FEET
 HL0081'HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED 7890.883 G 32 1933
 HL0081'AND SET VERTICALLY.
 HL0081
 HL0081                          STATION RECOVERY (1956)
 HL0081
 HL0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 HL0081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0703 ***********************************************************************
 LL0703  DESIGNATION -  G 321
 LL0703  PID         -  LL0703
 LL0703  STATE/COUNTY-  CO/BOULDER
 LL0703  USGS QUAD   -  BOULDER (1979)
 LL0703
 LL0703                         *CURRENT SURVEY CONTROL
 LL0703  ___________________________________________________________________
 LL0703* NAD 83(1986)-  40 00 02.     (N)    105 15 47.     (W)     SCALED    
 LL0703* NAVD 88     -      1644.100  (meters)    5394.02   (feet)  ADJUSTED  
 LL0703  ___________________________________________________________________
 LL0703  GEOID HEIGHT-         -15.68  (meters)                     GEOID03
 LL0703  DYNAMIC HT  -        1642.511 (meters)    5388.80  (feet)  COMP
 LL0703  MODELED GRAV-     979,602.5   (mgal)                       NAVD 88
 LL0703
 LL0703  VERT ORDER  -  SECOND    CLASS 0
 LL0703
 LL0703.The horizontal coordinates were scaled from a topographic map and have
 LL0703.an estimated accuracy of +/- 6 seconds.
 LL0703
 LL0703.The orthometric height was determined by differential leveling
 LL0703.and adjusted by the National Geodetic Survey in June 1991..
 LL0703
 LL0703.The geoid height was determined by GEOID03.
 LL0703
 LL0703.The dynamic height is computed by dividing the NAVD 88
 LL0703.geopotential number by the normal gravity value computed on the
 LL0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0703.degrees latitude (g = 980.6199 gals.).
 LL0703
 LL0703.The modeled gravity was interpolated from observed gravity values.
 LL0703
 LL0703;                    North         East    Units  Estimated Accuracy
 LL0703;SPC CO N     -   378,910.      934,640.      MT  (+/- 180 meters Scaled)
 LL0703
 LL0703                          SUPERSEDED SURVEY CONTROL
 LL0703
 LL0703  NGVD 29 (??/??/92) 1642.999  (m)         5390.41   (f) ADJ UNCH    2 0
 LL0703
 LL0703.Superseded values are not recommended for survey control.
 LL0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0703.See file dsdata.txt to determine how the superseded data were derived.
 LL0703
 LL0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE775278(NAD 83)
 LL0703_MARKER: DB = BENCH MARK DISK
 LL0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0703_STAMPING: G 321 1952
 LL0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0703+STABILITY: SURFACE MOTION
 LL0703
 LL0703  HISTORY     - Date     Condition        Report By
 LL0703  HISTORY     - 1952     MONUMENTED       CGS
 LL0703  HISTORY     - 19971030 MARK NOT FOUND   USPSQD
 LL0703  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL0703  HISTORY     - 20050912 MARK NOT FOUND   USPSQD
 LL0703
 LL0703                          STATION DESCRIPTION
 LL0703
 LL0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0703'0.7 MI SE FROM BOULDER.
 LL0703'0.7 MILE SOUTHEAST ALONG STATE HIGHWAY 93 FROM THE UNIVERSITY
 LL0703'INTERMEDIATE SCHOOL AT BOULDER, 58 FEET SOUTHEAST OF THE CENTER LINE
 LL0703'OF AN OILED ROAD LEADING TO THE BOULDER AND DENVER TURNPIKE, 48 FEET
 LL0703'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTHWEST OF A
 LL0703'FENCE, 3 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 LL0703'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 LL0703
 LL0703                          STATION RECOVERY (1997)
 LL0703
 LL0703'RECOVERY NOTE BY US POWER SQUADRON 1997
 LL0703'MARK NOT FOUND.
 LL0703
 LL0703                          STATION RECOVERY (2001)
 LL0703
 LL0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0703'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL0703
 LL0703                          STATION RECOVERY (2005)
 LL0703
 LL0703'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 LL0703'STATION DESCRIPTION IS QUESTIONABLE.  LAT AND LON ARE THE SAME AS FOR
 LL0703'LL0704, G321 RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0704 ***********************************************************************
 LL0704  DESIGNATION -  G 321 RESET
 LL0704  PID         -  LL0704
 LL0704  STATE/COUNTY-  CO/BOULDER
 LL0704  USGS QUAD   -  BOULDER (1979)
 LL0704
 LL0704                         *CURRENT SURVEY CONTROL
 LL0704  ___________________________________________________________________
 LL0704* NAD 83(1986)-  40 00 02.     (N)    105 15 47.     (W)     SCALED    
 LL0704* NAVD 88     -      1641.960  (meters)    5387.00   (feet)  ADJUSTED  
 LL0704  ___________________________________________________________________
 LL0704  GEOID HEIGHT-         -15.68  (meters)                     GEOID03
 LL0704  DYNAMIC HT  -        1640.373 (meters)    5381.79  (feet)  COMP
 LL0704  MODELED GRAV-     979,602.5   (mgal)                       NAVD 88
 LL0704
 LL0704  VERT ORDER  -  FIRST     CLASS II
 LL0704
 LL0704.The horizontal coordinates were scaled from a topographic map and have
 LL0704.an estimated accuracy of +/- 6 seconds.
 LL0704
 LL0704.The orthometric height was determined by differential leveling
 LL0704.and adjusted by the National Geodetic Survey in June 1991..
 LL0704
 LL0704.The geoid height was determined by GEOID03.
 LL0704
 LL0704.The dynamic height is computed by dividing the NAVD 88
 LL0704.geopotential number by the normal gravity value computed on the
 LL0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0704.degrees latitude (g = 980.6199 gals.).
 LL0704
 LL0704.The modeled gravity was interpolated from observed gravity values.
 LL0704
 LL0704;                    North         East    Units  Estimated Accuracy
 LL0704;SPC CO N     -   378,910.      934,640.      MT  (+/- 180 meters Scaled)
 LL0704
 LL0704                          SUPERSEDED SURVEY CONTROL
 LL0704
 LL0704  NGVD 29 (??/??/??) 1640.999  (m)         5383.84   (f) ADJUSTED    1 2
 LL0704
 LL0704.Superseded values are not recommended for survey control.
 LL0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0704.See file dsdata.txt to determine how the superseded data were derived.
 LL0704
 LL0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE775278(NAD 83)
 LL0704_MARKER: DB = BENCH MARK DISK
 LL0704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0704_STAMPING: G 321 RESET 1955
 LL0704_MARK LOGO: CGS   
 LL0704_PROJECTION: PROJECTING 5 CENTIMETERS
 LL0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0704+STABILITY: SURFACE MOTION
 LL0704_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LL0704+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2005
 LL0704
 LL0704  HISTORY     - Date     Condition        Report By
 LL0704  HISTORY     - 1955     MONUMENTED       CGS
 LL0704  HISTORY     - 1966     GOOD             USGS
 LL0704  HISTORY     - 1967     MARK NOT FOUND   NGS
 LL0704  HISTORY     - 1982     MARK NOT FOUND   NGS
 LL0704  HISTORY     - 1984     GOOD             NGS
 LL0704  HISTORY     - 19971030 GOOD             USPSQD
 LL0704  HISTORY     - 20010331 GOOD             NGS
 LL0704  HISTORY     - 20050912 GOOD             USPSQD
 LL0704
 LL0704                          STATION DESCRIPTION
 LL0704
 LL0704'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LL0704'AT BOULDER.
 LL0704'0.7 MILES SOUTHEAST ALONG STATE HIGHWAY 93 FROM THE UNIVERSITY HILL
 LL0704'INTERMEDIATE SCHOOL NEAR THE INTERSECTION OF BASELINE ROAD AND
 LL0704'HIGHWAY 93, 122 FT. N. OF THE N. CURB OF BASELINE ROAD AT THE
 LL0704'EAST END OF THE TRAFFIC ISLAND, 410 FT. DUE SOUTH OF THE SOUTHEAST
 LL0704'CORNER OF THE FLEMING LAW BLDG.  A STANDARD DISK, STAMPED G 321
 LL0704'RESET 1955, SET IN TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 LL0704'GROUND.
 LL0704
 LL0704                          STATION RECOVERY (1967)
 LL0704
 LL0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LL0704'MARK NOT FOUND.
 LL0704
 LL0704                          STATION RECOVERY (1982)
 LL0704
 LL0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LL0704'MARK NOT FOUND.
 LL0704
 LL0704                          STATION RECOVERY (1984)
 LL0704
 LL0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0704'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN BOULDER,
 LL0704'AT THE INETERSECTION OF BROADWAY AND BASELINE ROAD, AT THE SOUTHWEST
 LL0704'CORNER OF THE UNIVERSITY OF COLORADO CAMPUS, 96.3 METERS (315.9 FT)
 LL0704'EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE STREET, 62.8
 LL0704'METERS (206.0 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF
 LL0704'THE ROAD, 27.5 METERS (90.2 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF A
 LL0704'PARKING LOT, AND 13.2 METERS (43.3 FT) NORTH OF THE CENTER OF A
 LL0704'BICYCLE PATH, AND 2.2 METERS (7.2 FT) NORTHEAST OF AN 18-INCH
 LL0704'HACKBERRY TREE.
 LL0704'THE MARK IS 0.9 M BELOW THE ROAD.
 LL0704
 LL0704                          STATION RECOVERY (1997)
 LL0704
 LL0704'RECOVERY NOTE BY US POWER SQUADRON 1997
 LL0704'RECOVERED IN GOOD CONDITION.
 LL0704
 LL0704                          STATION RECOVERY (2001)
 LL0704
 LL0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0704'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL0704
 LL0704                          STATION RECOVERY (2005)
 LL0704
 LL0704'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 LL0704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0725 ***********************************************************************
 LL0725  DESIGNATION -  G 322
 LL0725  PID         -  LL0725
 LL0725  STATE/COUNTY-  CO/LARIMER
 LL0725  USGS QUAD   -  LOVELAND (1984)
 LL0725
 LL0725                         *CURRENT SURVEY CONTROL
 LL0725  ___________________________________________________________________
 LL0725* NAD 83(1986)-  40 24 27.     (N)    105 05 49.     (W)     SCALED    
 LL0725* NAVD 88     -      1531.786  (meters)    5025.53   (feet)  ADJUSTED  
 LL0725  ___________________________________________________________________
 LL0725  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 LL0725  DYNAMIC HT  -        1530.460 (meters)    5021.18  (feet)  COMP
 LL0725  MODELED GRAV-     979,706.2   (mgal)                       NAVD 88
 LL0725
 LL0725  VERT ORDER  -  SECOND    CLASS 0
 LL0725
 LL0725.The horizontal coordinates were scaled from a topographic map and have
 LL0725.an estimated accuracy of +/- 6 seconds.
 LL0725
 LL0725.The orthometric height was determined by differential leveling
 LL0725.and adjusted by the National Geodetic Survey in June 1991..
 LL0725
 LL0725.The geoid height was determined by GEOID03.
 LL0725
 LL0725.The dynamic height is computed by dividing the NAVD 88
 LL0725.geopotential number by the normal gravity value computed on the
 LL0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0725.degrees latitude (g = 980.6199 gals.).
 LL0725
 LL0725.The modeled gravity was interpolated from observed gravity values.
 LL0725
 LL0725;                    North         East    Units  Estimated Accuracy
 LL0725;SPC CO N     -   424,150.      948,610.      MT  (+/- 180 meters Scaled)
 LL0725
 LL0725                          SUPERSEDED SURVEY CONTROL
 LL0725
 LL0725  NGVD 29 (??/??/92) 1530.791  (m)         5022.27   (f) ADJ UNCH    2 0
 LL0725
 LL0725.Superseded values are not recommended for survey control.
 LL0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0725.See file dsdata.txt to determine how the superseded data were derived.
 LL0725
 LL0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE917729(NAD 83)
 LL0725_MARKER: DB = BENCH MARK DISK
 LL0725_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0725_SP_SET: CANAL GATE WALL
 LL0725_STAMPING: G 322 1952
 LL0725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0725
 LL0725  HISTORY     - Date     Condition        Report By
 LL0725  HISTORY     - 1952     MONUMENTED       CGS
 LL0725  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0725
 LL0725                          STATION DESCRIPTION
 LL0725
 LL0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0725'1.3 MI W FROM LOVELAND.
 LL0725'1.3 MILES WEST ALONG U.S. HIGHWAY 34 FROM THE LINCOLN GRADE SCHOOL
 LL0725'AT LOVELAND, 67 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 24
 LL0725'FEET WEST OF THE CENTER LINE OF A GRAVELED ROAD LEADING NORTH, SET
 LL0725'IN THE TOP OF THE CENTER OF THE CONCRETE RETAINING WALL OF AN
 LL0725'IRRIGATION CANAL GATE.
 LL0725
 LL0725                          STATION RECOVERY (1984)
 LL0725
 LL0725'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0725'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE7687 ***********************************************************************
 AE7687  DESIGNATION -  G 322 RESET
 AE7687  PID         -  AE7687
 AE7687  STATE/COUNTY-  CO/LARIMER
 AE7687  USGS QUAD   -  LOVELAND (1984)
 AE7687
 AE7687                         *CURRENT SURVEY CONTROL
 AE7687  ___________________________________________________________________
 AE7687* NAD 83(1986)-  40 24 24.     (N)    105 05 49.     (W)     SCALED    
 AE7687* NAVD 88     -      1531.71   (meters)    5025.3    (feet)  RESET     
 AE7687  ___________________________________________________________________
 AE7687  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 AE7687
 AE7687  VERT ORDER  -  THIRD
 AE7687
 AE7687.The horizontal coordinates were scaled from a topographic map and have
 AE7687.an estimated accuracy of +/- 6 seconds.
 AE7687
 AE7687.The orthometric height was computed from unverified reset data.
 AE7687
 AE7687.The geoid height was determined by GEOID03.
 AE7687
 AE7687;                    North         East    Units  Estimated Accuracy
 AE7687;SPC CO N     -   424,050.      948,610.      MT  (+/- 180 meters Scaled)
 AE7687
 AE7687                          SUPERSEDED SURVEY CONTROL
 AE7687
 AE7687.No superseded survey control is available for this station.
 AE7687
 AE7687_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE917728(NAD 83)
 AE7687_MARKER: DV = VERTICAL CONTROL DISK
 AE7687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7687_STAMPING: G 322 RESET 1994
 AE7687_MARK LOGO: NGS   
 AE7687_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE7687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7687+STABILITY: SURFACE MOTION
 AE7687
 AE7687  HISTORY     - Date     Condition        Report By
 AE7687  HISTORY     - 1994     MONUMENTED       NGS
 AE7687  HISTORY     - 20020423 GOOD             USPSQD
 AE7687
 AE7687                          STATION DESCRIPTION
 AE7687
 AE7687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RSC)
 AE7687'IN THE TOWN OF LOVELAND, AT THE INTERSECTION OF WEST EISENHOWER
 AE7687'BOULEVARD (U.  S.  HIGHWAY 34) AND NORTH TAFT AVENUE, IN THE NORTHEAST
 AE7687'CORNER OF THE INTERSECTION AT A PHILLIPS GAS STATION, IN THE SOUTHEAST
 AE7687'CORNER OF THAT PROPERTY.  A STANDARD DISK SET INTO THE TOP OF A SQUARE
 AE7687'0.6 M (2.0 FT) BY 0.75 M (2.46 FT) CONCRETE BASE FOR A SIGN WHICH IS
 AE7687'0.3 M (1.0 FT) ABOVE THE GROUND.  IT IS 29.0 M (95.1 FT) EAST FROM THE
 AE7687'NORTHBOUND CENTER LINE OF TAFT AVENUE, 17.0 M (55.8 FT) NORTH FROM THE
 AE7687'CENTER LINE OF WEST EISENHOWER BOULEVARD, 7.2 M (23.6 FT) SOUTH FROM
 AE7687'THE SOUTHWEST CORNER OF A BUILDING AT 1327 EISENHOWER BOULEVARD, 2.3 M
 AE7687'(7.5 FT) NORTH FROM THE CURB OF EISENHOWER BOULEVARD, 0.8 M (2.6 FT)
 AE7687'NORTHWEST FROM A FENCE CORNER AND ABOUT 0.6 M (2.0 FT) ABOVE THE
 AE7687'BOULEVARD.
 AE7687
 AE7687                          STATION RECOVERY (2002)
 AE7687
 AE7687'RECOVERY NOTE BY US POWER SQUADRON 2002 (KFJ)
 AE7687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0961 ***********************************************************************
 LL0961  DESIGNATION -  G 324
 LL0961  PID         -  LL0961
 LL0961  STATE/COUNTY-  CO/LARIMER
 LL0961  USGS QUAD   -  CRAZY MOUNTAIN (1975)
 LL0961
 LL0961                         *CURRENT SURVEY CONTROL
 LL0961  ___________________________________________________________________
 LL0961* NAD 83(1986)-  40 55 25.     (N)    105 56 53.     (W)     SCALED    
 LL0961* NAVD 88     -      2412.328  (meters)    7914.45   (feet)  ADJUSTED  
 LL0961  ___________________________________________________________________
 LL0961  GEOID HEIGHT-         -11.09  (meters)                     GEOID03
 LL0961  DYNAMIC HT  -        2409.946 (meters)    7906.63  (feet)  COMP
 LL0961  MODELED GRAV-     979,549.6   (mgal)                       NAVD 88
 LL0961
 LL0961  VERT ORDER  -  SECOND    CLASS 0
 LL0961
 LL0961.The horizontal coordinates were scaled from a topographic map and have
 LL0961.an estimated accuracy of +/- 6 seconds.
 LL0961
 LL0961.The orthometric height was determined by differential leveling
 LL0961.and adjusted by the National Geodetic Survey in June 1991..
 LL0961
 LL0961.The geoid height was determined by GEOID03.
 LL0961
 LL0961.The dynamic height is computed by dividing the NAVD 88
 LL0961.geopotential number by the normal gravity value computed on the
 LL0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0961.degrees latitude (g = 980.6199 gals.).
 LL0961
 LL0961.The modeled gravity was interpolated from observed gravity values.
 LL0961
 LL0961;                    North         East    Units  Estimated Accuracy
 LL0961;SPC CO N     -   481,470.      876,660.      MT  (+/- 180 meters Scaled)
 LL0961
 LL0961                          SUPERSEDED SURVEY CONTROL
 LL0961
 LL0961  NGVD 29 (??/??/92) 2411.056  (m)         7910.27   (f) ADJ UNCH    2 0
 LL0961
 LL0961.Superseded values are not recommended for survey control.
 LL0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0961.See file dsdata.txt to determine how the superseded data were derived.
 LL0961
 LL0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF201307(NAD 83)
 LL0961_MARKER: DB = BENCH MARK DISK
 LL0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0961_STAMPING: G 324 1951
 LL0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0961+STABILITY: SURFACE MOTION
 LL0961
 LL0961  HISTORY     - Date     Condition        Report By
 LL0961  HISTORY     - 1951     MONUMENTED       CGS
 LL0961
 LL0961                          STATION DESCRIPTION
 LL0961
 LL0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0961'11.6 MI N FROM GLENDEVEY.
 LL0961'7.05 MILES NORTHEAST ALONG A WINDING GRAVELED ROAD FROM THE
 LL0961'GROCERY STORE AT GLENDEVEY LODGE, THENCE 4.5 MILES NORTHWEST
 LL0961'ALONG A ROAD LEADING TO WOODS LANDING, 169 FEET SOUTHWEST OF THE
 LL0961'CENTER LINE OF THE ROAD, 35 FEET SOUTHEAST OF THE CENTER LINE
 LL0961'OF A DRIVEWAY LEADING TO THE U.T. BAR RANCH, 6 FEET SOUTHEAST OF
 LL0961'A FENCE CORNER, 1.4 FEET NORTHEAST OF A FENCE, 2.8 FEET NORTHWEST
 LL0961'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LL0961'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0866 ***********************************************************************
 LL0866  DESIGNATION -  G 326
 LL0866  PID         -  LL0866
 LL0866  STATE/COUNTY-  CO/BOULDER
 LL0866  USGS QUAD   -  ALLENS PARK (1978)
 LL0866
 LL0866                         *CURRENT SURVEY CONTROL
 LL0866  ___________________________________________________________________
 LL0866* NAD 83(1986)-  40 11 20.     (N)    105 30 34.     (W)     SCALED    
 LL0866* NAVD 88     -      2504.974  (meters)    8218.40   (feet)  ADJUSTED  
 LL0866  ___________________________________________________________________
 LL0866  GEOID HEIGHT-         -12.99  (meters)                     GEOID03
 LL0866  DYNAMIC HT  -        2502.298 (meters)    8209.62  (feet)  COMP
 LL0866  MODELED GRAV-     979,466.3   (mgal)                       NAVD 88
 LL0866
 LL0866  VERT ORDER  -  SECOND    CLASS 0
 LL0866
 LL0866.The horizontal coordinates were scaled from a topographic map and have
 LL0866.an estimated accuracy of +/- 6 seconds.
 LL0866
 LL0866.The orthometric height was determined by differential leveling
 LL0866.and adjusted by the National Geodetic Survey in June 1991..
 LL0866
 LL0866.The geoid height was determined by GEOID03.
 LL0866
 LL0866.The dynamic height is computed by dividing the NAVD 88
 LL0866.geopotential number by the normal gravity value computed on the
 LL0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0866.degrees latitude (g = 980.6199 gals.).
 LL0866
 LL0866.The modeled gravity was interpolated from observed gravity values.
 LL0866
 LL0866;                    North         East    Units  Estimated Accuracy
 LL0866;SPC CO N     -   399,790.      913,600.      MT  (+/- 180 meters Scaled)
 LL0866
 LL0866                          SUPERSEDED SURVEY CONTROL
 LL0866
 LL0866  NGVD 29 (??/??/92) 2503.672  (m)         8214.13   (f) ADJ UNCH    2 0
 LL0866
 LL0866.Superseded values are not recommended for survey control.
 LL0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0866.See file dsdata.txt to determine how the superseded data were derived.
 LL0866
 LL0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE566488(NAD 83)
 LL0866_MARKER: DB = BENCH MARK DISK
 LL0866_SETTING: 80 = SET IN A BOULDER
 LL0866_STAMPING: G 326 1951
 LL0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0866+STABILITY: SURFACE MOTION
 LL0866_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LL0866+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 LL0866
 LL0866  HISTORY     - Date     Condition        Report By
 LL0866  HISTORY     - 1951     MONUMENTED       CGS
 LL0866  HISTORY     - 19990915 GOOD             USPSQD
 LL0866  HISTORY     - 20010331 GOOD             NGS
 LL0866  HISTORY     - 20031016 GOOD             USPSQD
 LL0866  HISTORY     - 20050901 GOOD             USPSQD
 LL0866
 LL0866                          STATION DESCRIPTION
 LL0866
 LL0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0866'1.2 MI SE FROM ALLENSPARK.
 LL0866'1.25 MILES SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE
 LL0866'AT ALLENSPARK, 37 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 LL0866'3 FEET ABOVE THE GROUND, SET VERTICALLY IN THE SOUTHEAST SIDE OF A
 LL0866'50 FOOT GRANITE BOULDER.  THIS ROCK IS ABOUT 50 FEET HIGH.
 LL0866
 LL0866                          STATION RECOVERY (1999)
 LL0866
 LL0866'RECOVERY NOTE BY US POWER SQUADRON 1999
 LL0866'RECOVERED IN GOOD CONDITION.
 LL0866
 LL0866                          STATION RECOVERY (2001)
 LL0866
 LL0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0866'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL0866
 LL0866                          STATION RECOVERY (2003)
 LL0866
 LL0866'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 LL0866'RECOVERED IN GOOD CONDITION.
 LL0866
 LL0866                          STATION RECOVERY (2005)
 LL0866
 LL0866'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 LL0866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0848 ***********************************************************************
 LL0848  DESIGNATION -  G 327
 LL0848  PID         -  LL0848
 LL0848  STATE/COUNTY-  CO/LARIMER
 LL0848  USGS QUAD   -  FALL RIVER PASS (1977)
 LL0848
 LL0848                         *CURRENT SURVEY CONTROL
 LL0848  ___________________________________________________________________
 LL0848* NAD 83(1986)-  40 29 09.     (N)    105 48 51.     (W)     SCALED    
 LL0848* NAVD 88     -      3096.768  (meters)   10159.98   (feet)  ADJUSTED  
 LL0848  ___________________________________________________________________
 LL0848  GEOID HEIGHT-         -11.29  (meters)                     GEOID03
 LL0848  DYNAMIC HT  -        3093.178 (meters)   10148.20  (feet)  COMP
 LL0848  MODELED GRAV-     979,351.6   (mgal)                       NAVD 88
 LL0848
 LL0848  VERT ORDER  -  SECOND    CLASS 0
 LL0848
 LL0848.The horizontal coordinates were scaled from a topographic map and have
 LL0848.an estimated accuracy of +/- 6 seconds.
 LL0848
 LL0848.The orthometric height was determined by differential leveling
 LL0848.and adjusted by the National Geodetic Survey in June 1991..
 LL0848
 LL0848.The geoid height was determined by GEOID03.
 LL0848
 LL0848.The dynamic height is computed by dividing the NAVD 88
 LL0848.geopotential number by the normal gravity value computed on the
 LL0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0848.degrees latitude (g = 980.6199 gals.).
 LL0848
 LL0848.The modeled gravity was interpolated from observed gravity values.
 LL0848
 LL0848;                    North         East    Units  Estimated Accuracy
 LL0848;SPC CO N     -   432,810.      887,770.      MT  (+/- 180 meters Scaled)
 LL0848
 LL0848                          SUPERSEDED SURVEY CONTROL
 LL0848
 LL0848.No superseded survey control is available for this station.
 LL0848
 LL0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE309820(NAD 83)
 LL0848_MARKER: DB = BENCH MARK DISK
 LL0848_SETTING: 66 = SET IN ROCK OUTCROP
 LL0848_SP_SET: OUTCROP
 LL0848_STAMPING: G 327 1951
 LL0848_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL0848+STABILITY: POSITION/ELEVATION WELL
 LL0848
 LL0848  HISTORY     - Date     Condition        Report By
 LL0848  HISTORY     - 1951     MONUMENTED       CGS
 LL0848
 LL0848                          STATION DESCRIPTION
 LL0848
 LL0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0848'15.9 MI SE FROM CHAMBERS LAKE.
 LL0848'3.0 MILES SOUTHWEST ALONG STATE HIGHWAY 14 FROM THE ROAD JUNCTION
 LL0848'AT CHAMBERS LAKE, THENCE 9.75 MILES SOUTHEAST ALONG A WINDING ROAD
 LL0848'LEADING TO LONG DRAW RESERVOIR, THENCE 3.15 MILES SOUTHWEST ALONG
 LL0848'A ROAD LEADING ALONG THE NORTHWEST SIDE OF THE RESERVOIR, 0.95 MILE
 LL0848'NORTHEAST OF BENCH MARK F 327, 16 FEET NORTH OF THE CENTER LINE
 LL0848'OF THE ROAD, 4 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF
 LL0848'A GRANITE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0650 ***********************************************************************
 LL0650  DESIGNATION -  G 328
 LL0650  PID         -  LL0650
 LL0650  STATE/COUNTY-  CO/BOULDER
 LL0650  USGS QUAD   -  RAYMOND (1978)
 LL0650
 LL0650                         *CURRENT SURVEY CONTROL
 LL0650  ___________________________________________________________________
 LL0650* NAD 83(1986)-  40 10 04.     (N)    105 23 31.     (W)     SCALED    
 LL0650* NAVD 88     -      2113.495  (meters)    6934.02   (feet)  ADJUSTED  
 LL0650  ___________________________________________________________________
 LL0650  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 LL0650  DYNAMIC HT  -        2111.328 (meters)    6926.92  (feet)  COMP
 LL0650  MODELED GRAV-     979,524.5   (mgal)                       NAVD 88
 LL0650
 LL0650  VERT ORDER  -  SECOND    CLASS 0
 LL0650
 LL0650.The horizontal coordinates were scaled from a topographic map and have
 LL0650.an estimated accuracy of +/- 6 seconds.
 LL0650
 LL0650.The orthometric height was determined by differential leveling
 LL0650.and adjusted by the National Geodetic Survey in June 1991..
 LL0650
 LL0650.The geoid height was determined by GEOID03.
 LL0650
 LL0650.The dynamic height is computed by dividing the NAVD 88
 LL0650.geopotential number by the normal gravity value computed on the
 LL0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0650.degrees latitude (g = 980.6199 gals.).
 LL0650
 LL0650.The modeled gravity was interpolated from observed gravity values.
 LL0650
 LL0650;                    North         East    Units  Estimated Accuracy
 LL0650;SPC CO N     -   397,460.      923,610.      MT  (+/- 180 meters Scaled)
 LL0650
 LL0650                          SUPERSEDED SURVEY CONTROL
 LL0650
 LL0650  NGVD 29 (??/??/92) 2112.276  (m)         6930.03   (f) ADJ UNCH    2 0
 LL0650
 LL0650.Superseded values are not recommended for survey control.
 LL0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0650.See file dsdata.txt to determine how the superseded data were derived.
 LL0650
 LL0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE666464(NAD 83)
 LL0650_MARKER: DB = BENCH MARK DISK
 LL0650_SETTING: 80 = SET IN A BOULDER
 LL0650_STAMPING: G 328 1951
 LL0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0650+STABILITY: SURFACE MOTION
 LL0650
 LL0650  HISTORY     - Date     Condition        Report By
 LL0650  HISTORY     - 1951     MONUMENTED       CGS
 LL0650  HISTORY     - 19990915 MARK NOT FOUND   USPSQD
 LL0650  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL0650  HISTORY     - 20031010 MARK NOT FOUND   USPSQD
 LL0650  HISTORY     - 20050905 MARK NOT FOUND   USPSQD
 LL0650
 LL0650                          STATION DESCRIPTION
 LL0650
 LL0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0650'4.8 MI NE FROM RAYMOND.
 LL0650'4.85 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM ITS JUNCTION WITH
 LL0650'STATE HIGHWAY 160 AT RAYMOND, ACROSS THE HIGHWAY FROM AN OLD
 LL0650'ABANDONED MINE, 30 FEET NORTHEAST OF THE CENTER LINE OF THE
 LL0650'HIGHWAY, 3 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP
 LL0650'OF A LARGE GRANITE BOULDER.
 LL0650
 LL0650                          STATION RECOVERY (1999)
 LL0650
 LL0650'RECOVERY NOTE BY US POWER SQUADRON 1999
 LL0650'MARK NOT FOUND.
 LL0650
 LL0650                          STATION RECOVERY (2001)
 LL0650
 LL0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0650'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL0650
 LL0650                          STATION RECOVERY (2003)
 LL0650
 LL0650'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 LL0650'MARK NOT FOUND.
 LL0650
 LL0650                          STATION RECOVERY (2005)
 LL0650
 LL0650'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 LL0650'HIGHWAY 7 HAS BEEN IMPROVED AND STRAIGHTENED AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0617 ***********************************************************************
 LL0617  DESIGNATION -  G 329
 LL0617  PID         -  LL0617
 LL0617  STATE/COUNTY-  CO/BOULDER
 LL0617  USGS QUAD   -  LONGMONT (1979)
 LL0617
 LL0617                         *CURRENT SURVEY CONTROL
 LL0617  ___________________________________________________________________
 LL0617* NAD 83(1986)-  40 12 12.     (N)    105 04 58.     (W)     SCALED    
 LL0617* NAVD 88     -      1537.022  (meters)    5042.71   (feet)  POSTED    
 LL0617  ___________________________________________________________________
 LL0617  GEOID HEIGHT-         -16.88  (meters)                     GEOID03
 LL0617  DYNAMIC HT  -        1535.630 (meters)    5038.15  (feet)  COMP
 LL0617  MODELED GRAV-     979,666.6   (mgal)                       NAVD 88
 LL0617
 LL0617  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0617
 LL0617.The horizontal coordinates were scaled from a topographic map and have
 LL0617.an estimated accuracy of +/- 6 seconds.
 LL0617
 LL0617.The orthometric height was determined by differential leveling
 LL0617.and adjusted by the National Geodetic Survey in 1992..
 LL0617.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0617.rate of 0.0 thru 1.0 mm/km.
 LL0617
 LL0617.The geoid height was determined by GEOID03.
 LL0617
 LL0617.The dynamic height is computed by dividing the NAVD 88
 LL0617.geopotential number by the normal gravity value computed on the
 LL0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0617.degrees latitude (g = 980.6199 gals.).
 LL0617
 LL0617.The modeled gravity was interpolated from observed gravity values.
 LL0617
 LL0617;                    North         East    Units  Estimated Accuracy
 LL0617;SPC CO N     -   401,480.      949,920.      MT  (+/- 180 meters Scaled)
 LL0617
 LL0617                          SUPERSEDED SURVEY CONTROL
 LL0617
 LL0617  NGVD 29 (??/??/92) 1536.054  (m)         5039.54   (f) ADJ UNCH    2 0
 LL0617
 LL0617.Superseded values are not recommended for survey control.
 LL0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0617.See file dsdata.txt to determine how the superseded data were derived.
 LL0617
 LL0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE929503(NAD 83)
 LL0617_MARKER: DB = BENCH MARK DISK
 LL0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0617_STAMPING: G 329 1951
 LL0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0617+STABILITY: SURFACE MOTION
 LL0617
 LL0617  HISTORY     - Date     Condition        Report By
 LL0617  HISTORY     - 1951     MONUMENTED       CGS
 LL0617  HISTORY     - 1983     MARK NOT FOUND   CGS
 LL0617  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0617  HISTORY     - 20040223 MARK NOT FOUND   USPSQD
 LL0617
 LL0617                          STATION DESCRIPTION
 LL0617
 LL0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0617'2.6 MI NE FROM LONGMONT.
 LL0617'1.55 MILES NORTH ALONG U.S. HIGHWAYS 87 AND 287 FROM THE ENTRANCE
 LL0617'TO THE CEMETERY AT LONGMONT, THENCE 1.0 MILE EAST ALONG STATE HIGHWAY
 LL0617'66, AT A JUNCTION WITH A ROAD LEADING NORTH, 113 FEET SOUTHWEST OF
 LL0617'THE SOUTHWEST CORNER OF A BRICK HOUSE, 61 FEET NORTH OF THE CENTER
 LL0617'ROAD LEADING NORTH, 34 FEET NORTH OF A FENCE CORNER, 1.5 FEET
 LL0617'WEST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF
 LL0617'A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.  NOTE--
 LL0617'1960 REPORT - TO BE RESET.
 LL0617
 LL0617                          STATION RECOVERY (1983)
 LL0617
 LL0617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1983
 LL0617'MARK NOT FOUND.
 LL0617
 LL0617                          STATION RECOVERY (1984)
 LL0617
 LL0617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0617'THE HIGHWAY HAS BEEN WIDENED.
 LL0617
 LL0617                          STATION RECOVERY (2004)
 LL0617
 LL0617'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL0617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0301 ***********************************************************************
 HK0301  DESIGNATION -  G 33
 HK0301  PID         -  HK0301
 HK0301  STATE/COUNTY-  CO/ALAMOSA
 HK0301  USGS QUAD   -  ALAMOSA EAST (1966)
 HK0301
 HK0301                         *CURRENT SURVEY CONTROL
 HK0301  ___________________________________________________________________
 HK0301* NAD 83(1986)-  37 28 47.     (N)    105 51 02.     (W)     SCALED    
 HK0301* NAVD 88     -      2298.441  (meters)    7540.80   (feet)  POSTED    
 HK0301  ___________________________________________________________________
 HK0301  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 HK0301  DYNAMIC HT  -        2295.430 (meters)    7530.92  (feet)  COMP
 HK0301  MODELED GRAV-     979,239.2   (mgal)                       NAVD 88
 HK0301
 HK0301  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HK0301
 HK0301.The horizontal coordinates were scaled from a topographic map and have
 HK0301.an estimated accuracy of +/- 6 seconds.
 HK0301
 HK0301.The orthometric height was determined by differential leveling
 HK0301.and adjusted by the National Geodetic Survey in 1992..
 HK0301.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HK0301.rate of 0.0 thru 1.0 mm/km.
 HK0301
 HK0301.The geoid height was determined by GEOID03.
 HK0301
 HK0301.The dynamic height is computed by dividing the NAVD 88
 HK0301.geopotential number by the normal gravity value computed on the
 HK0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0301.degrees latitude (g = 980.6199 gals.).
 HK0301
 HK0301.The modeled gravity was interpolated from observed gravity values.
 HK0301
 HK0301;                    North         East    Units  Estimated Accuracy
 HK0301;SPC CO S     -   395,100.      883,400.      MT  (+/- 180 meters Scaled)
 HK0301
 HK0301                          SUPERSEDED SURVEY CONTROL
 HK0301
 HK0301  NGVD 29 (??/??/92) 2297.282  (m)         7537.00   (f) ADJ UNCH    1 2
 HK0301
 HK0301.Superseded values are not recommended for survey control.
 HK0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0301.See file dsdata.txt to determine how the superseded data were derived.
 HK0301
 HK0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB247484(NAD 83)
 HK0301_MARKER: DB = BENCH MARK DISK
 HK0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0301_STAMPING: 7536.999 G 33 1933
 HK0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0301+STABILITY: SURFACE MOTION
 HK0301
 HK0301  HISTORY     - Date     Condition        Report By
 HK0301  HISTORY     - 1933     MONUMENTED       CGS
 HK0301  HISTORY     - 1934     GOOD             NGS
 HK0301  HISTORY     - 1984     MARK NOT FOUND   NGS
 HK0301
 HK0301                          STATION DESCRIPTION
 HK0301
 HK0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HK0301'1.7 MI N FROM ALAMOSA.
 HK0301'ABOUT 1.7 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN
 HK0301'RAILROAD FROM THE STATION AT ALAMOSA, ALAMOSA COUNTY, ABOUT
 HK0301'4.6 MILES SOUTH OF MCGINTY, ABOUT 10 POLES NORTH OF MILEPOST
 HK0301'299, 51 FEET EAST OF THE CENTER LINE OF THE TRACK, AND ABOUT
 HK0301'5 FEET EAST OF A CORNER FENCE POST.  A STANDARD DISK, STAMPED
 HK0301'7536.999 G 33 1933 AND SET IN THE TOP OF A CONCRETE POST
 HK0301'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 HK0301
 HK0301                          STATION RECOVERY (1984)
 HK0301
 HK0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0301'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0135 ***********************************************************************
 LL0135  DESIGNATION -  G 330
 LL0135  PID         -  LL0135
 LL0135  STATE/COUNTY-  CO/WELD
 LL0135  USGS QUAD   -  ROGGEN (1978)
 LL0135
 LL0135                         *CURRENT SURVEY CONTROL
 LL0135  ___________________________________________________________________
 LL0135* NAD 83(1986)-  40 14 12.     (N)    104 18 22.     (W)     SCALED    
 LL0135* NAVD 88     -      1401.125  (meters)    4596.86   (feet)  ADJUSTED  
 LL0135  ___________________________________________________________________
 LL0135  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 LL0135  DYNAMIC HT  -        1399.947 (meters)    4592.99  (feet)  COMP
 LL0135  MODELED GRAV-     979,735.8   (mgal)                       NAVD 88
 LL0135
 LL0135  VERT ORDER  -  SECOND    CLASS 0
 LL0135
 LL0135.The horizontal coordinates were scaled from a topographic map and have
 LL0135.an estimated accuracy of +/- 6 seconds.
 LL0135
 LL0135.The orthometric height was determined by differential leveling
 LL0135.and adjusted by the National Geodetic Survey in June 1991..
 LL0135
 LL0135.The geoid height was determined by GEOID03.
 LL0135
 LL0135.The dynamic height is computed by dividing the NAVD 88
 LL0135.geopotential number by the normal gravity value computed on the
 LL0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0135.degrees latitude (g = 980.6199 gals.).
 LL0135
 LL0135.The modeled gravity was interpolated from observed gravity values.
 LL0135
 LL0135;                    North         East    Units  Estimated Accuracy
 LL0135;SPC CO N     -   405,780.    1,015,990.      MT  (+/- 180 meters Scaled)
 LL0135
 LL0135                          SUPERSEDED SURVEY CONTROL
 LL0135
 LL0135  NGVD 29 (??/??/92) 1400.318  (m)         4594.21   (f) ADJ UNCH    2 0
 LL0135
 LL0135.Superseded values are not recommended for survey control.
 LL0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0135.See file dsdata.txt to determine how the superseded data were derived.
 LL0135
 LL0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE590542(NAD 83)
 LL0135_MARKER: DB = BENCH MARK DISK
 LL0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0135_STAMPING: G 330 1952
 LL0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0135+STABILITY: SURFACE MOTION
 LL0135
 LL0135  HISTORY     - Date     Condition        Report By
 LL0135  HISTORY     - 1952     MONUMENTED       CGS
 LL0135
 LL0135                          STATION DESCRIPTION
 LL0135
 LL0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0135'7.8 MI SW FROM MASTERS.
 LL0135'1.2 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE UNION PACIFIC
 LL0135'RAILROAD STATION AT MASTERS, THENCE 2.45 MILES WEST ALONG U.S.
 LL0135'HIGHWAY 34, THENCE 3.05 MILES SOUTH ALONG A GRADED DIRT ROAD,
 LL0135'THENCE 1.15 MILES SOUTH ALONG A GRAVELED ROAD, 0.25 MILE EAST OF A
 LL0135'SMALL GROVE OF WILLOW TREES, 18 FEET WEST OF THE CENTER LINE OF A
 LL0135'GRAVELED ROAD, 17.2 FEET NORTH OF A TELEPHONE POLE, 2.5 FEET EAST
 LL0135'OF A FENCE, 3.6 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 LL0135'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0158 ***********************************************************************
 LL0158  DESIGNATION -  G 331
 LL0158  PID         -  LL0158
 LL0158  STATE/COUNTY-  CO/WELD
 LL0158  USGS QUAD   -  PROSPECT VALLEY (1978)
 LL0158
 LL0158                         *CURRENT SURVEY CONTROL
 LL0158  ___________________________________________________________________
 LL0158* NAD 83(1986)-  40 01 47.     (N)    104 24 52.     (W)     SCALED    
 LL0158* NAVD 88     -      1501.351  (meters)    4925.68   (feet)  ADJUSTED  
 LL0158  ___________________________________________________________________
 LL0158  GEOID HEIGHT-         -18.63  (meters)                     GEOID03
 LL0158  DYNAMIC HT  -        1500.032 (meters)    4921.35  (feet)  COMP
 LL0158  MODELED GRAV-     979,694.6   (mgal)                       NAVD 88
 LL0158
 LL0158  VERT ORDER  -  SECOND    CLASS 0
 LL0158
 LL0158.The horizontal coordinates were scaled from a topographic map and have
 LL0158.an estimated accuracy of +/- 6 seconds.
 LL0158
 LL0158.The orthometric height was determined by differential leveling
 LL0158.and adjusted by the National Geodetic Survey in June 1991..
 LL0158
 LL0158.The geoid height was determined by GEOID03.
 LL0158
 LL0158.The dynamic height is computed by dividing the NAVD 88
 LL0158.geopotential number by the normal gravity value computed on the
 LL0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0158.degrees latitude (g = 980.6199 gals.).
 LL0158
 LL0158.The modeled gravity was interpolated from observed gravity values.
 LL0158
 LL0158;                    North         East    Units  Estimated Accuracy
 LL0158;SPC CO N     -   382,690.    1,007,060.      MT  (+/- 180 meters Scaled)
 LL0158
 LL0158                          SUPERSEDED SURVEY CONTROL
 LL0158
 LL0158  NGVD 29 (??/??/92) 1500.511  (m)         4922.93   (f) ADJ UNCH    2 0
 LL0158
 LL0158.Superseded values are not recommended for survey control.
 LL0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0158.See file dsdata.txt to determine how the superseded data were derived.
 LL0158
 LL0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE499312(NAD 83)
 LL0158_MARKER: DB = BENCH MARK DISK
 LL0158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0158_SP_SET: HEADWALL
 LL0158_STAMPING: G 331 1952
 LL0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0158
 LL0158  HISTORY     - Date     Condition        Report By
 LL0158  HISTORY     - 1952     MONUMENTED       CGS
 LL0158
 LL0158                          STATION DESCRIPTION
 LL0158
 LL0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0158'3 MI S FROM PROSPECT VALLEY.
 LL0158'3.0 MILES SOUTH ALONG STATE HIGHWAY 79 FROM ITS INTERSECTION WITH
 LL0158'STATE HIGHWAY 52 AT PROSPECT VALLEY, 36 FEET WEST OF THE CENTER LINE
 LL0158'OF THE HIGHWAY, 21 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD
 LL0158'LEADING WEST, 13 FEET NORTH OF THE NORTHWEST CORNER OF A SMALL
 LL0158'WOODEN BRIDGE OVER AN IRRIGATION DITCH, 10 FEET NORTHWEST OF A STEEL
 LL0158'FLOOD GATE, SET IN THE TOP OF THE WEST HEADWALL OF THE CONCRETE
 LL0158'SPILLWAY OF AN IRRIGATION DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1209 ***********************************************************************
 KK1209  DESIGNATION -  G 336
 KK1209  PID         -  KK1209
 KK1209  STATE/COUNTY-  CO/GRAND
 KK1209  USGS QUAD   -  EAST PORTAL (1958)
 KK1209
 KK1209                         *CURRENT SURVEY CONTROL
 KK1209  ___________________________________________________________________
 KK1209* NAD 83(1986)-  39 53 44.     (N)    105 43 20.     (W)     SCALED    
 KK1209* NAVD 88     -      3141.342  (meters)   10306.22   (feet)  ADJUSTED  
 KK1209  ___________________________________________________________________
 KK1209  GEOID HEIGHT-         -12.44  (meters)                     GEOID03
 KK1209  DYNAMIC HT  -        3137.468 (meters)   10293.51  (feet)  COMP
 KK1209  MODELED GRAV-     979,277.3   (mgal)                       NAVD 88
 KK1209
 KK1209  VERT ORDER  -  SECOND    CLASS 0
 KK1209
 KK1209.The horizontal coordinates were scaled from a topographic map and have
 KK1209.an estimated accuracy of +/- 6 seconds.
 KK1209
 KK1209.The orthometric height was determined by differential leveling
 KK1209.and adjusted by the National Geodetic Survey in June 1991..
 KK1209
 KK1209.The geoid height was determined by GEOID03.
 KK1209
 KK1209.The dynamic height is computed by dividing the NAVD 88
 KK1209.geopotential number by the normal gravity value computed on the
 KK1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1209.degrees latitude (g = 980.6199 gals.).
 KK1209
 KK1209.The modeled gravity was interpolated from observed gravity values.
 KK1209
 KK1209;                    North         East    Units  Estimated Accuracy
 KK1209;SPC CO N     -   367,250.      895,400.      MT  (+/- 180 meters Scaled)
 KK1209
 KK1209                          SUPERSEDED SURVEY CONTROL
 KK1209
 KK1209  NGVD 29 (??/??/92) 3139.704  (m)        10300.85   (f) ADJ UNCH    2 0
 KK1209
 KK1209.Superseded values are not recommended for survey control.
 KK1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1209.See file dsdata.txt to determine how the superseded data were derived.
 KK1209
 KK1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE382164(NAD 83)
 KK1209_MARKER: DB = BENCH MARK DISK
 KK1209_SETTING: 80 = SET IN A BOULDER
 KK1209_STAMPING: G 336 1952
 KK1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1209+STABILITY: SURFACE MOTION
 KK1209
 KK1209  HISTORY     - Date     Condition        Report By
 KK1209  HISTORY     - 1952     MONUMENTED       CGS
 KK1209
 KK1209                          STATION DESCRIPTION
 KK1209
 KK1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK1209'6.6 MI E FROM WEST PORTAL.
 KK1209'0.2 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE WEST ENTRANCE
 KK1209'TO THE MOFFAT TUNNEL AT WEST PORTAL, THENCE 2.8 MILES NORTH
 KK1209'ALONG A TRACK ROAD, THENCE 3.65 MILES EAST ALONG AN ABANDONED
 KK1209'RAILROAD GRADE, 0.1 MILE NORTHEAST OF A CABIN, 102 FEET SOUTHEAST
 KK1209'OF THE CENTER LINE OF THE OLD RAILROAD GRADE, 42 FEET EAST OF THE
 KK1209'CENTER LINE OF AN ABANDONED SIDE TRACK, 200 FEET EAST OF THE
 KK1209'NORTHEAST END OF A TRESTLE, 3 FEET ABOVE THE LEVEL OF THE OLD
 KK1209'GRADE, SET IN THE TOP OF THE CENTER OF A 4X6 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0290 ***********************************************************************
 KK0290  DESIGNATION -  G 337
 KK0290  PID         -  KK0290
 KK0290  STATE/COUNTY-  CO/DOUGLAS
 KK0290  USGS QUAD   -  CASTLE ROCK NORTH (1994)
 KK0290
 KK0290                         *CURRENT SURVEY CONTROL
 KK0290  ___________________________________________________________________
 KK0290* NAD 83(1986)-  39 22 41.     (N)    104 51 04.     (W)     SCALED    
 KK0290* NAVD 88     -      1931.933  (meters)    6338.35   (feet)  POSTED    
 KK0290  ___________________________________________________________________
 KK0290  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 KK0290  DYNAMIC HT  -        1929.930 (meters)    6331.78  (feet)  COMP
 KK0290  MODELED GRAV-     979,523.0   (mgal)                       NAVD 88
 KK0290
 KK0290  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0290
 KK0290.The horizontal coordinates were scaled from a topographic map and have
 KK0290.an estimated accuracy of +/- 6 seconds.
 KK0290
 KK0290.The orthometric height was determined by differential leveling
 KK0290.and adjusted by the National Geodetic Survey in 1992..
 KK0290.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0290.rate of 1.1 thru 2.0 mm/km.
 KK0290
 KK0290.The geoid height was determined by GEOID03.
 KK0290
 KK0290.The dynamic height is computed by dividing the NAVD 88
 KK0290.geopotential number by the normal gravity value computed on the
 KK0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0290.degrees latitude (g = 980.6199 gals.).
 KK0290
 KK0290.The modeled gravity was interpolated from observed gravity values.
 KK0290
 KK0290;                    North         East    Units  Estimated Accuracy
 KK0290;SPC CO C     -   476,480.      970,310.      MT  (+/- 180 meters Scaled)
 KK0290
 KK0290                          SUPERSEDED SURVEY CONTROL
 KK0290
 KK0290  NGVD 29 (??/??/92) 1930.913  (m)         6335.00   (f) ADJ UNCH    2 0
 KK0290
 KK0290.Superseded values are not recommended for survey control.
 KK0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0290.See file dsdata.txt to determine how the superseded data were derived.
 KK0290
 KK0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED128587(NAD 83)
 KK0290_MARKER: DB = BENCH MARK DISK
 KK0290_SETTING: 80 = SET IN A BOULDER
 KK0290_STAMPING: G 337 1952
 KK0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0290+STABILITY: SURFACE MOTION
 KK0290
 KK0290  HISTORY     - Date     Condition        Report By
 KK0290  HISTORY     - 1952     MONUMENTED       CGS
 KK0290  HISTORY     - 1965     GOOD             USGS
 KK0290
 KK0290                          STATION DESCRIPTION
 KK0290
 KK0290'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 KK0290'0.7 MI E FROM CASTLE ROCK.
 KK0290'FROM THE COUNTY COURT HOUSE IN CASTLE ROCK 0.1 MILES NORTH ALONG
 KK0290'U.S. HIGHWAY 85-87, THENCE EAST 0.6 MILES ALONG STATE HIGHWAY 86,
 KK0290'240 FEET NORTHEAST OF A T-ROAD JCT., 54 FEET SOUTHEAST OF THE
 KK0290'CENTERLINE OF THE HIGHWAY, AND 6 FEET ABOVE THE LEVEL OF THE
 KK0290'HIGHWAY.  A STANDARD CAP SET IN A 4X4 FT. GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0371 ***********************************************************************
 JK0371  DESIGNATION -  G 338
 JK0371  PID         -  JK0371
 JK0371  STATE/COUNTY-  CO/FREMONT
 JK0371  USGS QUAD   -  PHANTOM CANYON (1954)
 JK0371
 JK0371                         *CURRENT SURVEY CONTROL
 JK0371  ___________________________________________________________________
 JK0371* NAD 83(1986)-  38 35 24.     (N)    105 06 48.     (W)     SCALED    
 JK0371* NAVD 88     -      2353.336  (meters)    7720.90   (feet)  ADJUSTED  
 JK0371  ___________________________________________________________________
 JK0371  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 JK0371  DYNAMIC HT  -        2350.568 (meters)    7711.82  (feet)  COMP
 JK0371  MODELED GRAV-     979,366.6   (mgal)                       NAVD 88
 JK0371
 JK0371  VERT ORDER  -  SECOND    CLASS 0
 JK0371
 JK0371.The horizontal coordinates were scaled from a topographic map and have
 JK0371.an estimated accuracy of +/- 6 seconds.
 JK0371
 JK0371.The orthometric height was determined by differential leveling
 JK0371.and adjusted by the National Geodetic Survey in June 1991..
 JK0371
 JK0371.The geoid height was determined by GEOID03.
 JK0371
 JK0371.The dynamic height is computed by dividing the NAVD 88
 JK0371.geopotential number by the normal gravity value computed on the
 JK0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0371.degrees latitude (g = 980.6199 gals.).
 JK0371
 JK0371.The modeled gravity was interpolated from observed gravity values.
 JK0371
 JK0371;                    North         East    Units  Estimated Accuracy
 JK0371;SPC CO C     -   388,870.      948,090.      MT  (+/- 180 meters Scaled)
 JK0371
 JK0371                          SUPERSEDED SURVEY CONTROL
 JK0371
 JK0371  NGVD 29 (??/??/92) 2352.165  (m)         7717.06   (f) ADJ UNCH    2 0
 JK0371
 JK0371.Superseded values are not recommended for survey control.
 JK0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0371.See file dsdata.txt to determine how the superseded data were derived.
 JK0371
 JK0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC901712(NAD 83)
 JK0371_MARKER: DB = BENCH MARK DISK
 JK0371_SETTING: 80 = SET IN A BOULDER
 JK0371_SP_SET: BOULDER
 JK0371_STAMPING: G 338 1952
 JK0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0371+STABILITY: SURFACE MOTION
 JK0371
 JK0371  HISTORY     - Date     Condition        Report By
 JK0371  HISTORY     - 1952     MONUMENTED       CGS
 JK0371
 JK0371                          STATION DESCRIPTION
 JK0371
 JK0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JK0371'13.4 MI S FROM VICTOR.
 JK0371'13.35 MILES SOUTH ALONG STATE HIGHWAY 67 FROM THE GRADE SCHOOL AT
 JK0371'VICTOR, 79 FEET NORTHWEST OF A 24 INCH COTTONWOOD TREE, 18 FEET
 JK0371'SOUTH OF THE CENTER LINE OF THE HIGHWAY, ON THE OUTSIDE OF A CURVE
 JK0371'IN THE HIGHWAY, 2 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE
 JK0371'TOP OF THE WEST SIDE OF A 4 X 4 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0215 ***********************************************************************
 KL0215  DESIGNATION -  G 339
 KL0215  PID         -  KL0215
 KL0215  STATE/COUNTY-  CO/CHAFFEE
 KL0215  USGS QUAD   -  SOUTH PEAK (1994)
 KL0215
 KL0215                         *CURRENT SURVEY CONTROL
 KL0215  ___________________________________________________________________
 KL0215* NAD 83(1986)-  39 00 40.     (N)    106 14 25.     (W)     SCALED    
 KL0215* NAVD 88     -      2672.164  (meters)    8766.92   (feet)  ADJUSTED  
 KL0215  ___________________________________________________________________
 KL0215  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 KL0215  DYNAMIC HT  -        2668.706 (meters)    8755.58  (feet)  COMP
 KL0215  MODELED GRAV-     979,237.4   (mgal)                       NAVD 88
 KL0215
 KL0215  VERT ORDER  -  FIRST     CLASS II
 KL0215
 KL0215.The horizontal coordinates were scaled from a topographic map and have
 KL0215.an estimated accuracy of +/- 6 seconds.
 KL0215
 KL0215.The orthometric height was determined by differential leveling
 KL0215.and adjusted by the National Geodetic Survey in June 1991..
 KL0215.WARNING-Repeat measurements at this control monument indicate possible
 KL0215.vertical movement.
 KL0215
 KL0215.The geoid height was determined by GEOID03.
 KL0215
 KL0215.The dynamic height is computed by dividing the NAVD 88
 KL0215.geopotential number by the normal gravity value computed on the
 KL0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0215.degrees latitude (g = 980.6199 gals.).
 KL0215
 KL0215.The modeled gravity was interpolated from observed gravity values.
 KL0215
 KL0215;                    North         East    Units  Estimated Accuracy
 KL0215;SPC CO C     -   435,800.      850,290.      MT  (+/- 180 meters Scaled)
 KL0215
 KL0215                          SUPERSEDED SURVEY CONTROL
 KL0215
 KL0215  NGVD 29 (??/??/92) 2670.502  (m)         8761.47   (f) ADJ UNCH    1 2
 KL0215
 KL0215.Superseded values are not recommended for survey control.
 KL0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0215.See file dsdata.txt to determine how the superseded data were derived.
 KL0215
 KL0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD926187(NAD 83)
 KL0215_MARKER: DB = BENCH MARK DISK
 KL0215_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KL0215_SP_SET: ABUTMENT
 KL0215_STAMPING: G 339 1953
 KL0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0215
 KL0215  HISTORY     - Date     Condition        Report By
 KL0215  HISTORY     - 1953     MONUMENTED       CGS
 KL0215
 KL0215                          STATION DESCRIPTION
 KL0215
 KL0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 KL0215'3.3 MI SE FROM YALE.
 KL0215'3.3 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KL0215'FROM THE STATION AT YALE, 74 FEET NORTHEAST OF MILEPOST 254, 6 FEET
 KL0215'SOUTHEAST OF THE SOUTHEAST RAIL, SET IN THE TOP OF THE SOUTHEAST END
 KL0215'OF THE SOUTHWEST CONCRETE ABUTMENT OF BRIDGE 254.01.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0608 ***********************************************************************
 JK0608  DESIGNATION -  G 34
 JK0608  PID         -  JK0608
 JK0608  STATE/COUNTY-  CO/SAGUACHE
 JK0608  USGS QUAD   -  MOFFAT NORTH (1979)
 JK0608
 JK0608                         *CURRENT SURVEY CONTROL
 JK0608  ___________________________________________________________________
 JK0608* NAD 83(1986)-  38 06 43.     (N)    105 55 12.     (W)     SCALED    
 JK0608* NAVD 88     -      2330.383  (meters)    7645.60   (feet)  ADJUSTED  
 JK0608  ___________________________________________________________________
 JK0608  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 JK0608  DYNAMIC HT  -        2327.450 (meters)    7635.98  (feet)  COMP
 JK0608  MODELED GRAV-     979,286.8   (mgal)                       NAVD 88
 JK0608
 JK0608  VERT ORDER  -  FIRST     CLASS II
 JK0608
 JK0608.The horizontal coordinates were scaled from a topographic map and have
 JK0608.an estimated accuracy of +/- 6 seconds.
 JK0608
 JK0608.The orthometric height was determined by differential leveling
 JK0608.and adjusted by the National Geodetic Survey in June 1991..
 JK0608
 JK0608.The geoid height was determined by GEOID03.
 JK0608
 JK0608.The dynamic height is computed by dividing the NAVD 88
 JK0608.geopotential number by the normal gravity value computed on the
 JK0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0608.degrees latitude (g = 980.6199 gals.).
 JK0608
 JK0608.The modeled gravity was interpolated from observed gravity values.
 JK0608
 JK0608;                    North         East    Units  Estimated Accuracy
 JK0608;SPC CO S     -   465,290.      877,570.      MT  (+/- 180 meters Scaled)
 JK0608
 JK0608                          SUPERSEDED SURVEY CONTROL
 JK0608
 JK0608  NGVD 29 (??/??/92) 2329.078  (m)         7641.32   (f) ADJ UNCH    1 2
 JK0608
 JK0608.Superseded values are not recommended for survey control.
 JK0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0608.See file dsdata.txt to determine how the superseded data were derived.
 JK0608
 JK0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC193186(NAD 83)
 JK0608_MARKER: DB = BENCH MARK DISK
 JK0608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0608_STAMPING: 7641.317 C-34 1933
 JK0608_MARK LOGO: CGS   
 JK0608_PROJECTION: PROJECTING 15 CENTIMETERS
 JK0608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0608+STABILITY: SURFACE MOTION
 JK0608
 JK0608  HISTORY     - Date     Condition        Report By
 JK0608  HISTORY     - 1933     MONUMENTED       CGS
 JK0608  HISTORY     - 1969     GOOD             NGS
 JK0608  HISTORY     - 1984     GOOD             NGS
 JK0608
 JK0608                          STATION DESCRIPTION
 JK0608
 JK0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JK0608'7.7 MI N FROM MOFFAT.
 JK0608'TO REACH FROM MOFFAT POST OFFICE, SAGUACHE COUNTY DRIVE NORTH ON
 JK0608'STATE HIGHWAY 17, 7.7 MILES ABOUT 4.0 MILES SOUTH OF MINERAL HOT
 JK0608'SPRINGS, ABOUT 0.2 MILES SOUTH OF A HOUSE WHICH IS ON THE WEST SIDE
 JK0608'OF THE HIGHWAY, ABOUT 240 FEET EAST OF THE CENTER LINE OF THE
 JK0608'HIGHWAY, AND ABOUT 15 FEET EAST OF THE CENTER LINE OF THE
 JK0608'ABANDONED RAILROAD.  A STANDARD DISK, STAMPED 7641.317 C-34 1933
 JK0608'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 JK0608'ABOVE GROUND.
 JK0608
 JK0608                          STATION RECOVERY (1984)
 JK0608
 JK0608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0608'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  12.7 KM (7.7
 JK0608'MI) NORTHERLY ALONG STATE HIGHWAY 17 FROM THE POST OFFICE IN MOFFAT,
 JK0608'67.0 M (219.8 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 21.2 M
 JK0608'(69.6 FT) EAST-SOUTHEAST OF A UTILITY POLE.  NOTE=THE MARK WILL BE
 JK0608'DESTROYED IN THE NEAR FUTURE.  BENCH MARK H 400 WAS ESTABLISHED IN THE
 JK0608'GENERAL AREA, SEE THE DESCRIPTION THEREOF.
 JK0608'THE MARK IS 21.0 METERS  E FROM  A WITNESS POST AND FENCE
 JK0608'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0756 ***********************************************************************
 JK0756  DESIGNATION -  G 340
 JK0756  PID         -  JK0756
 JK0756  STATE/COUNTY-  CO/CHAFFEE
 JK0756  USGS QUAD   -  SALIDA EAST (1983)
 JK0756
 JK0756                         *CURRENT SURVEY CONTROL
 JK0756  ___________________________________________________________________
 JK0756* NAD 83(1986)-  38 30 21.     (N)    105 57 15.     (W)     SCALED    
 JK0756* NAVD 88     -      2122.329  (meters)    6963.01   (feet)  ADJUSTED  
 JK0756  ___________________________________________________________________
 JK0756  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 JK0756  DYNAMIC HT  -        2119.757 (meters)    6954.57  (feet)  COMP
 JK0756  MODELED GRAV-     979,341.5   (mgal)                       NAVD 88
 JK0756
 JK0756  VERT ORDER  -  FIRST     CLASS II
 JK0756
 JK0756.The horizontal coordinates were scaled from a topographic map and have
 JK0756.an estimated accuracy of +/- 6 seconds.
 JK0756
 JK0756.The orthometric height was determined by differential leveling
 JK0756.and adjusted by the National Geodetic Survey in June 1991..
 JK0756
 JK0756.The geoid height was determined by GEOID03.
 JK0756
 JK0756.The dynamic height is computed by dividing the NAVD 88
 JK0756.geopotential number by the normal gravity value computed on the
 JK0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0756.degrees latitude (g = 980.6199 gals.).
 JK0756
 JK0756.The modeled gravity was interpolated from observed gravity values.
 JK0756
 JK0756;                    North         East    Units  Estimated Accuracy
 JK0756;SPC CO C     -   379,550.      874,790.      MT  (+/- 180 meters Scaled)
 JK0756
 JK0756                          SUPERSEDED SURVEY CONTROL
 JK0756
 JK0756  NGVD 29 (??/??/92) 2120.909  (m)         6958.35   (f) ADJ UNCH    1 2
 JK0756
 JK0756.Superseded values are not recommended for survey control.
 JK0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0756.See file dsdata.txt to determine how the superseded data were derived.
 JK0756
 JK0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC168623(NAD 83)
 JK0756_MARKER: DB = BENCH MARK DISK
 JK0756_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JK0756_SP_SET: ABUTMENT
 JK0756_STAMPING: G 340 1953
 JK0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0756
 JK0756  HISTORY     - Date     Condition        Report By
 JK0756  HISTORY     - 1953     MONUMENTED       CGS
 JK0756
 JK0756                          STATION DESCRIPTION
 JK0756
 JK0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0756'3 MI SE FROM SALIDA.
 JK0756'3.05 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0756'RAILROAD FROM THE STATION AT SALIDA, 7 1/2 RAILS WEST OF MILEPOST
 JK0756'212, 6 FEET SOUTH OF THE SOUTH RAIL, SEST IN THE TOP OF THE SOUTH
 JK0756'END OF THE WEST ABUTMENT OF BRIDGE 212.03.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0515 ***********************************************************************
 JK0515  DESIGNATION -  G 341
 JK0515  PID         -  JK0515
 JK0515  STATE/COUNTY-  CO/FREMONT
 JK0515  USGS QUAD   -  MC INTYRE HILLS (1980)
 JK0515
 JK0515                         *CURRENT SURVEY CONTROL
 JK0515  ___________________________________________________________________
 JK0515* NAD 83(1986)-  38 27 37.     (N)    105 27 27.     (W)     SCALED    
 JK0515* NAVD 88     -      1795.029  (meters)    5889.19   (feet)  ADJUSTED  
 JK0515  ___________________________________________________________________
 JK0515  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 JK0515  DYNAMIC HT  -        1793.017 (meters)    5882.59  (feet)  COMP
 JK0515  MODELED GRAV-     979,444.6   (mgal)                       NAVD 88
 JK0515
 JK0515  VERT ORDER  -  FIRST     CLASS II
 JK0515
 JK0515.The horizontal coordinates were scaled from a topographic map and have
 JK0515.an estimated accuracy of +/- 6 seconds.
 JK0515
 JK0515.The orthometric height was determined by differential leveling
 JK0515.and adjusted by the National Geodetic Survey in June 1991..
 JK0515
 JK0515.The geoid height was determined by GEOID03.
 JK0515
 JK0515.The dynamic height is computed by dividing the NAVD 88
 JK0515.geopotential number by the normal gravity value computed on the
 JK0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0515.degrees latitude (g = 980.6199 gals.).
 JK0515
 JK0515.The modeled gravity was interpolated from observed gravity values.
 JK0515
 JK0515;                    North         East    Units  Estimated Accuracy
 JK0515;SPC CO C     -   374,400.      918,110.      MT  (+/- 180 meters Scaled)
 JK0515
 JK0515                          SUPERSEDED SURVEY CONTROL
 JK0515
 JK0515  NGVD 29 (??/??/92) 1793.867  (m)         5885.38   (f) ADJ UNCH    1 2
 JK0515
 JK0515.Superseded values are not recommended for survey control.
 JK0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0515.See file dsdata.txt to determine how the superseded data were derived.
 JK0515
 JK0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC600569(NAD 83)
 JK0515_MARKER: DB = BENCH MARK DISK
 JK0515_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JK0515_SP_SET: ABUTMENT
 JK0515_STAMPING: G 341 1953
 JK0515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0515
 JK0515  HISTORY     - Date     Condition        Report By
 JK0515  HISTORY     - 1953     MONUMENTED       CGS
 JK0515  HISTORY     - 1979     GOOD             USGS
 JK0515
 JK0515                          STATION DESCRIPTION
 JK0515
 JK0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0515'4 MI SW FROM PARKDALE.
 JK0515'3.95 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0515'FROM THE STATION AT PARKDALE, 8.7 FEET SOUTHEAST OF THE SOUTHEAST
 JK0515'RAIL, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 JK0515'ABUTMENT OF BRIDGE 175.23.
 JK0515
 JK0515                          STATION RECOVERY (1979)
 JK0515
 JK0515'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JK0515'3.95 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0515'FROM THE SECTION HOUSE AT PARKDALE SIDING, 8.7 FEET SOUTHEAST F THE
 JK0515'SOUTHEAST RAIL, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 JK0515'CONCRETE ABUTMENT OF BRIDGE 175.23.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0112 ***********************************************************************
 JK0112  DESIGNATION -  G 342
 JK0112  PID         -  JK0112
 JK0112  STATE/COUNTY-  CO/FREMONT
 JK0112  USGS QUAD   -  PIERCE GULCH (1994)
 JK0112
 JK0112                         *CURRENT SURVEY CONTROL
 JK0112  ___________________________________________________________________
 JK0112* NAD 83(1986)-  38 22 51.     (N)    104 59 06.     (W)     SCALED    
 JK0112* NAVD 88     -      1526.153  (meters)    5007.05   (feet)  ADJUSTED  
 JK0112  ___________________________________________________________________
 JK0112  GEOID HEIGHT-         -17.52  (meters)                     GEOID03
 JK0112  DYNAMIC HT  -        1524.526 (meters)    5001.72  (feet)  COMP
 JK0112  MODELED GRAV-     979,510.0   (mgal)                       NAVD 88
 JK0112
 JK0112  VERT ORDER  -  FIRST     CLASS II
 JK0112
 JK0112.The horizontal coordinates were scaled from a topographic map and have
 JK0112.an estimated accuracy of +/- 6 seconds.
 JK0112
 JK0112.The orthometric height was determined by differential leveling
 JK0112.and adjusted by the National Geodetic Survey in June 1991..
 JK0112
 JK0112.The geoid height was determined by GEOID03.
 JK0112
 JK0112.The dynamic height is computed by dividing the NAVD 88
 JK0112.geopotential number by the normal gravity value computed on the
 JK0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0112.degrees latitude (g = 980.6199 gals.).
 JK0112
 JK0112.The modeled gravity was interpolated from observed gravity values.
 JK0112
 JK0112;                    North         East    Units  Estimated Accuracy
 JK0112;SPC CO C     -   365,710.      959,400.      MT  (+/- 180 meters Scaled)
 JK0112
 JK0112                          SUPERSEDED SURVEY CONTROL
 JK0112
 JK0112  NGVD 29 (??/??/92) 1525.213  (m)         5003.97   (f) ADJ UNCH    1 2
 JK0112
 JK0112.Superseded values are not recommended for survey control.
 JK0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0112.See file dsdata.txt to determine how the superseded data were derived.
 JK0112
 JK0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC013480(NAD 83)
 JK0112_MARKER: DB = BENCH MARK DISK
 JK0112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JK0112_SP_SET: ABUTMENT
 JK0112_STAMPING: G 342 1953
 JK0112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0112
 JK0112  HISTORY     - Date     Condition        Report By
 JK0112  HISTORY     - 1953     MONUMENTED       CGS
 JK0112
 JK0112                          STATION DESCRIPTION
 JK0112
 JK0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0112'2.1 MI E FROM PORTLAND.
 JK0112'2.1 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0112'FROM THE STATION AT PORTLAND, 0.3 MILE EAST OF MILEPOST 144, 7 FEET
 JK0112'NORTH OF THE NORTH RAIL, SET IN THE TOP OF THE NORTH END OF THE
 JK0112'CONCRETE BASE OF THE EAST ABUTMENT OF BRIDGE 143.76, 3 FEET BELOW THE
 JK0112'TOP OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0056 ***********************************************************************
 JK0056  DESIGNATION -  G 348
 JK0056  PID         -  JK0056
 JK0056  STATE/COUNTY-  CO/PUEBLO
 JK0056  USGS QUAD   -  PINON (1974)
 JK0056
 JK0056                         *CURRENT SURVEY CONTROL
 JK0056  ___________________________________________________________________
 JK0056* NAD 83(1986)-  38 25 37.     (N)    104 36 23.     (W)     SCALED    
 JK0056* NAVD 88     -      1519.161  (meters)    4984.11   (feet)  ADJUSTED  
 JK0056  ___________________________________________________________________
 JK0056  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 JK0056  DYNAMIC HT  -        1517.576 (meters)    4978.91  (feet)  COMP
 JK0056  MODELED GRAV-     979,532.0   (mgal)                       NAVD 88
 JK0056
 JK0056  VERT ORDER  -  FIRST     CLASS II
 JK0056
 JK0056.The horizontal coordinates were scaled from a topographic map and have
 JK0056.an estimated accuracy of +/- 6 seconds.
 JK0056
 JK0056.The orthometric height was determined by differential leveling
 JK0056.and adjusted by the National Geodetic Survey in June 1991..
 JK0056
 JK0056.The geoid height was determined by GEOID03.
 JK0056
 JK0056.The dynamic height is computed by dividing the NAVD 88
 JK0056.geopotential number by the normal gravity value computed on the
 JK0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0056.degrees latitude (g = 980.6199 gals.).
 JK0056
 JK0056.The modeled gravity was interpolated from observed gravity values.
 JK0056
 JK0056;                    North         East    Units  Estimated Accuracy
 JK0056;SPC CO S     -   500,540.      992,430.      MT  (+/- 180 meters Scaled)
 JK0056
 JK0056                          SUPERSEDED SURVEY CONTROL
 JK0056
 JK0056  NGVD 29 (??/??/92) 1518.275  (m)         4981.21   (f) ADJ UNCH    1 2
 JK0056
 JK0056.Superseded values are not recommended for survey control.
 JK0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0056.See file dsdata.txt to determine how the superseded data were derived.
 JK0056
 JK0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC343532(NAD 83)
 JK0056_MARKER: DB = BENCH MARK DISK
 JK0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0056_STAMPING: G 348 1953
 JK0056_MARK LOGO: CGS   
 JK0056_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0056+STABILITY: SURFACE MOTION
 JK0056
 JK0056  HISTORY     - Date     Condition        Report By
 JK0056  HISTORY     - 1953     MONUMENTED       CGS
 JK0056  HISTORY     - 1954     GOOD             NGS
 JK0056  HISTORY     - 1983     GOOD             NGS
 JK0056  HISTORY     - 19960201 GOOD             CODOT
 JK0056
 JK0056                          STATION DESCRIPTION
 JK0056
 JK0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JK0056'12.6 MI N FROM PUEBLO.
 JK0056'12.6 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0056'FROM THE UNION STATION AT PUEBLO, 0.8 MILE SOUTH OF THE ATCHISON,
 JK0056'TOPEKA AND SANTA FE RAILROAD STATION SIGN AT PINON, 54 FEET
 JK0056'NORTHWEST OF THE CENTER OF A PRIVATE ROAD CROSSING, 26 FEET NORTH
 JK0056'OF THE CENTER OF A STEEL GATE, 25 FEET WEST OF THE WEST RAIL, 3 FEET
 JK0056'NORTH OF A WITNESS POST, 2 FEET EAST OF A FENCE, 4 FEET BELOW THE
 JK0056'TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 JK0056'0.3 FOOT ABOVE THE GROUND.
 JK0056
 JK0056                          STATION RECOVERY (1983)
 JK0056
 JK0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JK0056'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 JK0056'0.3 METER (1.0 FT) WEST OF A WITNESS POST.
 JK0056
 JK0056                          STATION RECOVERY (1996)
 JK0056
 JK0056'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (PG)
 JK0056'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0235 ***********************************************************************
 HL0235  DESIGNATION -  G 35
 HL0235  PID         -  HL0235
 HL0235  STATE/COUNTY-  CO/LA PLATA
 HL0235  USGS QUAD   -  BASIN MOUNTAIN (1968)
 HL0235
 HL0235                         *CURRENT SURVEY CONTROL
 HL0235  ___________________________________________________________________
 HL0235* NAD 83(1986)-  37 14 14.     (N)    107 57 04.     (W)     SCALED    
 HL0235* NAVD 88     -      2172.671  (meters)    7128.17   (feet)  POSTED    
 HL0235  ___________________________________________________________________
 HL0235  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 HL0235  DYNAMIC HT  -        2169.860 (meters)    7118.95  (feet)  COMP
 HL0235  MODELED GRAV-     979,257.0   (mgal)                       NAVD 88
 HL0235
 HL0235  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HL0235
 HL0235.The horizontal coordinates were scaled from a topographic map and have
 HL0235.an estimated accuracy of +/- 6 seconds.
 HL0235
 HL0235.The orthometric height was determined by differential leveling
 HL0235.and adjusted by the National Geodetic Survey in 1992..
 HL0235.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HL0235.rate of 0.0 thru 1.0 mm/km.
 HL0235
 HL0235.The geoid height was determined by GEOID03.
 HL0235
 HL0235.The dynamic height is computed by dividing the NAVD 88
 HL0235.geopotential number by the normal gravity value computed on the
 HL0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0235.degrees latitude (g = 980.6199 gals.).
 HL0235
 HL0235.The modeled gravity was interpolated from observed gravity values.
 HL0235
 HL0235;                    North         East    Units  Estimated Accuracy
 HL0235;SPC CO S     -   370,980.      696,930.      MT  (+/- 180 meters Scaled)
 HL0235
 HL0235                          SUPERSEDED SURVEY CONTROL
 HL0235
 HL0235  NGVD 29 (??/??/92) 2171.434  (m)         7124.11   (f) ADJ UNCH    1 2
 HL0235
 HL0235.Superseded values are not recommended for survey control.
 HL0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0235.See file dsdata.txt to determine how the superseded data were derived.
 HL0235
 HL0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB382252(NAD 83)
 HL0235_MARKER: DB = BENCH MARK DISK
 HL0235_SETTING: 0 = UNSPECIFIED SETTING
 HL0235_STAMPING: G 35 1934
 HL0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0235
 HL0235  HISTORY     - Date     Condition        Report By
 HL0235  HISTORY     - 1934     MONUMENTED       CGS
 HL0235  HISTORY     - 1961     GOOD             USGS
 HL0235
 HL0235                          STATION DESCRIPTION
 HL0235
 HL0235'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 HL0235'6.0 MI W FROM DURANGO.
 HL0235'DURANGO, 6 MI. WEST OF ALONG D AND RGW RAILROAD.  TO REACH FROM THE
 HL0235'JCT. OF U.S. HWYS. 160 AND 550 IN DURANGO, GO WEST ON U.S. HWY. 160
 HL0235'FOR 2.3 MILES TO ROAD FORK, THENCE LEFT FOR 3.0 MILES.  THE BM IS 270
 HL0235'FT. SOUTH OF ROAD AT THIS POINT, 50 FT. NE OF A SMALL TREE AND IN THE
 HL0235'NORTH BANK OF THE OLD RAILROAD CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0656 ***********************************************************************
 JK0656  DESIGNATION -  G 350
 JK0656  PID         -  JK0656
 JK0656  STATE/COUNTY-  CO/PARK
 JK0656  USGS QUAD   -  ANTERO RESERVOIR (1994)
 JK0656
 JK0656                         *CURRENT SURVEY CONTROL
 JK0656  ___________________________________________________________________
 JK0656* NAD 83(1986)-  38 56 53.     (N)    105 57 04.     (W)     SCALED    
 JK0656* NAVD 88     -      2752.350  (meters)    9030.00   (feet)  ADJUSTED  
 JK0656  ___________________________________________________________________
 JK0656  GEOID HEIGHT-         -13.73  (meters)                     GEOID03
 JK0656  DYNAMIC HT  -        2748.853 (meters)    9018.53  (feet)  COMP
 JK0656  MODELED GRAV-     979,257.1   (mgal)                       NAVD 88
 JK0656
 JK0656  VERT ORDER  -  FIRST     CLASS II
 JK0656
 JK0656.The horizontal coordinates were scaled from a topographic map and have
 JK0656.an estimated accuracy of +/- 6 seconds.
 JK0656
 JK0656.The orthometric height was determined by differential leveling
 JK0656.and adjusted by the National Geodetic Survey in June 1991..
 JK0656
 JK0656.The geoid height was determined by GEOID03.
 JK0656
 JK0656.The dynamic height is computed by dividing the NAVD 88
 JK0656.geopotential number by the normal gravity value computed on the
 JK0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0656.degrees latitude (g = 980.6199 gals.).
 JK0656
 JK0656.The modeled gravity was interpolated from observed gravity values.
 JK0656
 JK0656;                    North         East    Units  Estimated Accuracy
 JK0656;SPC CO C     -   428,640.      875,300.      MT  (+/- 180 meters Scaled)
 JK0656
 JK0656                          SUPERSEDED SURVEY CONTROL
 JK0656
 JK0656  NGVD 29 (??/??/92) 2750.769  (m)         9024.81   (f) ADJ UNCH    1 2
 JK0656
 JK0656.Superseded values are not recommended for survey control.
 JK0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0656.See file dsdata.txt to determine how the superseded data were derived.
 JK0656
 JK0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD175114(NAD 83)
 JK0656_MARKER: DB = BENCH MARK DISK
 JK0656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0656_STAMPING: G 350 1954
 JK0656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0656+STABILITY: SURFACE MOTION
 JK0656
 JK0656  HISTORY     - Date     Condition        Report By
 JK0656  HISTORY     - 1954     MONUMENTED       CGS
 JK0656
 JK0656                          STATION DESCRIPTION
 JK0656
 JK0656'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JK0656'2 MI N FROM ANTERO JUNCTION.
 JK0656'0.3 MILE EAST ALONG U.S. HIGHWAY 24 FROM ITS JUNCTION WITH U.S.
 JK0656'HIGHWAY 285 AT ANTERO JUNCTION, THENCE 1.75 MILES NORTH ALONG A
 JK0656'GRAVELED ROAD, 27 FEET EAST OF THE CENTER LINE OF THE ROAD, 1 FOOT
 JK0656'WEST OF A FENCE, 3 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF
 JK0656'A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0171 ***********************************************************************
 KK0171  DESIGNATION -  G 354
 KK0171  PID         -  KK0171
 KK0171  STATE/COUNTY-  CO/EL PASO
 KK0171  USGS QUAD   -  PALMER LAKE (1994)
 KK0171
 KK0171                         *CURRENT SURVEY CONTROL
 KK0171  ___________________________________________________________________
 KK0171* NAD 83(1986)-  39 06 52.     (N)    104 54 12.     (W)     SCALED    
 KK0171* NAVD 88     -      2184.649  (meters)    7167.47   (feet)  ADJUSTED  
 KK0171  ___________________________________________________________________
 KK0171  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 KK0171  DYNAMIC HT  -        2182.208 (meters)    7159.46  (feet)  COMP
 KK0171  MODELED GRAV-     979,431.3   (mgal)                       NAVD 88
 KK0171
 KK0171  VERT ORDER  -  FIRST     CLASS II
 KK0171
 KK0171.The horizontal coordinates were scaled from a topographic map and have
 KK0171.an estimated accuracy of +/- 6 seconds.
 KK0171
 KK0171.The orthometric height was determined by differential leveling
 KK0171.and adjusted by the National Geodetic Survey in June 1991..
 KK0171
 KK0171.The geoid height was determined by GEOID03.
 KK0171
 KK0171.The dynamic height is computed by dividing the NAVD 88
 KK0171.geopotential number by the normal gravity value computed on the
 KK0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0171.degrees latitude (g = 980.6199 gals.).
 KK0171
 KK0171.The modeled gravity was interpolated from observed gravity values.
 KK0171
 KK0171;                    North         East    Units  Estimated Accuracy
 KK0171;SPC CO C     -   447,180.      966,000.      MT  (+/- 180 meters Scaled)
 KK0171
 KK0171                          SUPERSEDED SURVEY CONTROL
 KK0171
 KK0171  NGVD 29 (??/??/92) 2183.433  (m)         7163.48   (f) ADJ UNCH    1 2
 KK0171
 KK0171.Superseded values are not recommended for survey control.
 KK0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0171.See file dsdata.txt to determine how the superseded data were derived.
 KK0171
 KK0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED083294(NAD 83)
 KK0171_MARKER: DB = BENCH MARK DISK
 KK0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0171_STAMPING: G 354 1954
 KK0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0171+STABILITY: SURFACE MOTION
 KK0171
 KK0171  HISTORY     - Date     Condition        Report By
 KK0171  HISTORY     - 1954     MONUMENTED       CGS
 KK0171  HISTORY     - 19841127 MARK NOT FOUND   USGS
 KK0171
 KK0171                          STATION DESCRIPTION
 KK0171
 KK0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK0171'1.2 MI S FROM PALMER LAKE.
 KK0171'1.2 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KK0171'FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 KK0171'PALMER LAKE, 0.1 MILE EAST OF MILEPOST 53, AT THE WEST END OF
 KK0171'A SMALL FILL, 94.6 FEET SOUTH OF THE SOUTH RAIL, 3.6 FEET NORTH
 KK0171'OF A FENCE, 2.0 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 KK0171'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 KK0171
 KK0171                          STATION RECOVERY (1984)
 KK0171
 KK0171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 KK0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0471 ***********************************************************************
 KK0471  DESIGNATION -  G 355
 KK0471  PID         -  KK0471
 KK0471  STATE/COUNTY-  CO/ARAPAHOE
 KK0471  USGS QUAD   -  HIGHLANDS RANCH (1965)
 KK0471
 KK0471                         *CURRENT SURVEY CONTROL
 KK0471  ___________________________________________________________________
 KK0471* NAD 83(1986)-  39 34 52.     (N)    104 58 44.     (W)     SCALED    
 KK0471* NAVD 88     -      1711.398  (meters)    5614.81   (feet)  POSTED    
 KK0471  ___________________________________________________________________
 KK0471  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 KK0471  DYNAMIC HT  -        1709.710 (meters)    5609.27  (feet)  COMP
 KK0471  MODELED GRAV-     979,579.0   (mgal)                       NAVD 88
 KK0471
 KK0471  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0471
 KK0471.The horizontal coordinates were scaled from a topographic map and have
 KK0471.an estimated accuracy of +/- 6 seconds.
 KK0471
 KK0471.The orthometric height was determined by differential leveling
 KK0471.and adjusted by the National Geodetic Survey in 1992..
 KK0471.No vertical observational check was made to the station.
 KK0471.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0471.was located on a no-check spur therefore a value was not computed.
 KK0471
 KK0471.The geoid height was determined by GEOID03.
 KK0471
 KK0471.The dynamic height is computed by dividing the NAVD 88
 KK0471.geopotential number by the normal gravity value computed on the
 KK0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0471.degrees latitude (g = 980.6199 gals.).
 KK0471
 KK0471.The modeled gravity was interpolated from observed gravity values.
 KK0471
 KK0471;                    North         East    Units  Estimated Accuracy
 KK0471;SPC CO C     -   498,950.      959,170.      MT  (+/- 180 meters Scaled)
 KK0471
 KK0471                          SUPERSEDED SURVEY CONTROL
 KK0471
 KK0471  NGVD 29 (??/??/92) 1710.478  (m)         5611.79   (f) ADJ UNCH    1 2
 KK0471
 KK0471.Superseded values are not recommended for survey control.
 KK0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0471.See file dsdata.txt to determine how the superseded data were derived.
 KK0471
 KK0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED018812(NAD 83)
 KK0471_MARKER: DB = BENCH MARK DISK
 KK0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0471_STAMPING: G 355 1954
 KK0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0471+STABILITY: SURFACE MOTION
 KK0471
 KK0471  HISTORY     - Date     Condition        Report By
 KK0471  HISTORY     - 1954     MONUMENTED       CGS
 KK0471  HISTORY     - 1955     GOOD             NGS
 KK0471  HISTORY     - 1983     MARK NOT FOUND   NGS
 KK0471  HISTORY     - 19910321 MARK NOT FOUND   USGS
 KK0471
 KK0471                          STATION DESCRIPTION
 KK0471
 KK0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK0471'4.4 MI SE FROM LITTLETON.
 KK0471'0.8 MILE SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KK0471'FROM THE STATION AT LITTLETON, THENCE 1.9 MILES EAST ALONG RIDGE ROAD,
 KK0471'THENCE 0.25 MILE NORTH ALONG AN OILED ROAD, THENCE 0.5 MILE EAST ALONG
 KK0471'A GRAVELED ROAD, THENCE 0.5 MILE SOUTH ALONG A PRIVATE ROAD, THENCE
 KK0471'0.4 MILE SOUTH ALONG THE NORTH AND SOUTH RUNWAY AT THE BAR NONE
 KK0471'AIRPORT, AT THE SOUTHWEST CORNER OF THE AIRPORT, 67 FEET NORTH OF
 KK0471'A FENCE CORNER, 44 FEET WEST OF THE CENTER LINE OF THE NORTH AND
 KK0471'SOUTH RUNWAY, 1 FOOT EAST OF A FENCE, 3 FEET SOUTH OF A WITNESS POST,
 KK0471'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 KK0471'GROUND.
 KK0471
 KK0471                          STATION RECOVERY (1955)
 KK0471
 KK0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0471'RECOVERED IN GOOD CONDITION.
 KK0471
 KK0471                          STATION RECOVERY (1983)
 KK0471
 KK0471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0471'THE AREA IS NOW A HOUSING DEVELOPMENT.
 KK0471
 KK0471                          STATION RECOVERY (1991)
 KK0471
 KK0471'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 KK0471'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0344 ***********************************************************************
 LL0344  DESIGNATION -  G 356
 LL0344  PID         -  LL0344
 LL0344  STATE/COUNTY-  CO/WELD
 LL0344  USGS QUAD   -  NUNN (1975)
 LL0344
 LL0344                         *CURRENT SURVEY CONTROL
 LL0344  ___________________________________________________________________
 LL0344* NAD 83(1986)-  40 42 39.     (N)    104 50 55.     (W)     SCALED    
 LL0344* NAVD 88     -      1612.686  (meters)    5290.95   (feet)  ADJUSTED  
 LL0344  ___________________________________________________________________
 LL0344  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 LL0344  DYNAMIC HT  -        1611.323 (meters)    5286.48  (feet)  COMP
 LL0344  MODELED GRAV-     979,722.6   (mgal)                       NAVD 88
 LL0344
 LL0344  VERT ORDER  -  FIRST     CLASS II
 LL0344
 LL0344.The horizontal coordinates were scaled from a topographic map and have
 LL0344.an estimated accuracy of +/- 6 seconds.
 LL0344
 LL0344.The orthometric height was determined by differential leveling
 LL0344.and adjusted by the National Geodetic Survey in June 1991..
 LL0344
 LL0344.The geoid height was determined by GEOID03.
 LL0344
 LL0344.The dynamic height is computed by dividing the NAVD 88
 LL0344.geopotential number by the normal gravity value computed on the
 LL0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0344.degrees latitude (g = 980.6199 gals.).
 LL0344
 LL0344.The modeled gravity was interpolated from observed gravity values.
 LL0344
 LL0344;                    North         East    Units  Estimated Accuracy
 LL0344;SPC CO N     -   457,950.      969,440.      MT  (+/- 180 meters Scaled)
 LL0344
 LL0344                          SUPERSEDED SURVEY CONTROL
 LL0344
 LL0344  NGVD 29 (??/??/92) 1611.730  (m)         5287.82   (f) ADJ UNCH    1 2
 LL0344
 LL0344.Superseded values are not recommended for survey control.
 LL0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0344.See file dsdata.txt to determine how the superseded data were derived.
 LL0344
 LL0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF127066(NAD 83)
 LL0344_MARKER: DB = BENCH MARK DISK
 LL0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0344_STAMPING: G 356 1954
 LL0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0344+STABILITY: SURFACE MOTION
 LL0344
 LL0344  HISTORY     - Date     Condition        Report By
 LL0344  HISTORY     - 1954     MONUMENTED       CGS
 LL0344  HISTORY     - 1983     MARK NOT FOUND   CGS
 LL0344  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0344
 LL0344                          STATION DESCRIPTION
 LL0344
 LL0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LL0344'3.7 MI W FROM NUNN.
 LL0344'0.3 MILE NORTHWEST ALONG U.S. HIGHWAY 85 FROM THE UNION PACIFIC
 LL0344'RAILROAD STATION AT NUNN, THENCE 3.4 MILES WEST ALONG A GRAVELED
 LL0344'ROAD, 29 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST ROAD,
 LL0344'38 FEET EAST OF THE CENTER LINE OF A TRACK ROAD LEADING SOUTH,
 LL0344'6 FEET EAST OF A TELEPHONE POLE, 2 FEET WEST OF A WITNESS POST,
 LL0344'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 LL0344'THE GROUND.
 LL0344
 LL0344                          STATION RECOVERY (1983)
 LL0344
 LL0344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1983
 LL0344'MARK NOT FOUND.
 LL0344
 LL0344                          STATION RECOVERY (1984)
 LL0344
 LL0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0344'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0490 ***********************************************************************
 LL0490  DESIGNATION -  G 357
 LL0490  PID         -  LL0490
 LL0490  STATE/COUNTY-  CO/LARIMER
 LL0490  USGS QUAD   -  FORT COLLINS (1984)
 LL0490
 LL0490                         *CURRENT SURVEY CONTROL
 LL0490  ___________________________________________________________________
 LL0490* NAD 83(1986)-  40 33 00.     (N)    105 01 02.     (W)     SCALED    
 LL0490* NAVD 88     -      1486.687  (meters)    4877.57   (feet)  ADJUSTED  
 LL0490  ___________________________________________________________________
 LL0490  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 LL0490  DYNAMIC HT  -        1485.429 (meters)    4873.44  (feet)  COMP
 LL0490  MODELED GRAV-     979,727.2   (mgal)                       NAVD 88
 LL0490
 LL0490  VERT ORDER  -  SECOND    CLASS 0
 LL0490
 LL0490.The horizontal coordinates were scaled from a topographic map and have
 LL0490.an estimated accuracy of +/- 6 seconds.
 LL0490
 LL0490.The orthometric height was determined by differential leveling
 LL0490.and adjusted by the National Geodetic Survey in June 1991..
 LL0490
 LL0490.The geoid height was determined by GEOID03.
 LL0490
 LL0490.The dynamic height is computed by dividing the NAVD 88
 LL0490.geopotential number by the normal gravity value computed on the
 LL0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0490.degrees latitude (g = 980.6199 gals.).
 LL0490
 LL0490.The modeled gravity was interpolated from observed gravity values.
 LL0490
 LL0490;                    North         East    Units  Estimated Accuracy
 LL0490;SPC CO N     -   440,000.      955,290.      MT  (+/- 180 meters Scaled)
 LL0490
 LL0490                          SUPERSEDED SURVEY CONTROL
 LL0490
 LL0490  NGVD 29 (??/??/92) 1485.727  (m)         4874.42   (f) ADJ UNCH    2 0
 LL0490
 LL0490.Superseded values are not recommended for survey control.
 LL0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0490.See file dsdata.txt to determine how the superseded data were derived.
 LL0490
 LL0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE985888(NAD 83)
 LL0490_MARKER: DB = BENCH MARK DISK
 LL0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0490_STAMPING: G 357 1954
 LL0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0490+STABILITY: SURFACE MOTION
 LL0490
 LL0490  HISTORY     - Date     Condition        Report By
 LL0490  HISTORY     - 1954     MONUMENTED       CGS
 LL0490  HISTORY     - 1984     GOOD             NGS
 LL0490  HISTORY     - 20020207 GOOD             WSSUR
 LL0490
 LL0490                          STATION DESCRIPTION
 LL0490
 LL0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LL0490'4.6 MI SE FROM FORT COLLINS.
 LL0490'4.6 MILES SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 LL0490'THE STATION AT FORT COLLINS, 45 FEET SOUTHEAST OF THE NORTHEAST
 LL0490'END OF A GATE, 39.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 10 FEET
 LL0490'NORTH OF A FENCE CORNER, 3 FEET NORTHEAST OF A TELEPHONE POLE,
 LL0490'2.8 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 LL0490'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 LL0490
 LL0490                          STATION RECOVERY (1984)
 LL0490
 LL0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0490'ADDITIONS: THE GATE AND FENCE CORNER ARE GONE,AND IT IS 4.9 M (16 FT)
 LL0490'NORTH OF THE CENTER OF A DIRT ROAD, TWO AND A HALF POLES WEST OF
 LL0490'MILEPOST 79, AND THE TELEPHONE POLE NOW HAS A GUY WIRE ATTACHED.
 LL0490
 LL0490                          STATION RECOVERY (2002)
 LL0490
 LL0490'RECOVERY NOTE BY WESTERN STATES SURVEYING INCORPORATED 2002 (DD)
 LL0490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0922 ***********************************************************************
 KK0922  DESIGNATION -  G 359
 KK0922  PID         -  KK0922
 KK0922  STATE/COUNTY-  CO/PARK
 KK0922  USGS QUAD   -  MOUNT LOGAN (1994)
 KK0922
 KK0922                         *CURRENT SURVEY CONTROL
 KK0922  ___________________________________________________________________
 KK0922* NAD 83(1986)-  39 27 49.     (N)    105 40 01.     (W)     SCALED    
 KK0922* NAVD 88     -      2627.321  (meters)    8619.80   (feet)  ADJUSTED  
 KK0922  ___________________________________________________________________
 KK0922  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 KK0922  DYNAMIC HT  -        2624.200 (meters)    8609.56  (feet)  COMP
 KK0922  MODELED GRAV-     979,343.6   (mgal)                       NAVD 88
 KK0922
 KK0922  VERT ORDER  -  FIRST     CLASS II
 KK0922
 KK0922.The horizontal coordinates were scaled from a topographic map and have
 KK0922.an estimated accuracy of +/- 6 seconds.
 KK0922
 KK0922.The orthometric height was determined by differential leveling
 KK0922.and adjusted by the National Geodetic Survey in June 1991..
 KK0922
 KK0922.The geoid height was determined by GEOID03.
 KK0922
 KK0922.The dynamic height is computed by dividing the NAVD 88
 KK0922.geopotential number by the normal gravity value computed on the
 KK0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0922.degrees latitude (g = 980.6199 gals.).
 KK0922
 KK0922.The modeled gravity was interpolated from observed gravity values.
 KK0922
 KK0922;                    North         East    Units  Estimated Accuracy
 KK0922;SPC CO C     -   485,790.      900,040.      MT  (+/- 180 meters Scaled)
 KK0922
 KK0922                          SUPERSEDED SURVEY CONTROL
 KK0922
 KK0922  NGVD 29 (??/??/92) 2625.878  (m)         8615.07   (f) ADJ UNCH    1 2
 KK0922
 KK0922.Superseded values are not recommended for survey control.
 KK0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0922.See file dsdata.txt to determine how the superseded data were derived.
 KK0922
 KK0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD426684(NAD 83)
 KK0922_MARKER: DB = BENCH MARK DISK
 KK0922_SETTING: 80 = SET IN A BOULDER
 KK0922_STAMPING: G 359 1954
 KK0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0922+STABILITY: SURFACE MOTION
 KK0922
 KK0922  HISTORY     - Date     Condition        Report By
 KK0922  HISTORY     - 1954     MONUMENTED       CGS
 KK0922  HISTORY     - 1955     GOOD             NGS
 KK0922
 KK0922                          STATION DESCRIPTION
 KK0922
 KK0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KK0922'0.4 MI NW FROM GRANT.
 KK0922'0.35 MILE NORTHWEST ALONG A WINDING GRADED DIRT ROAD FROM THE
 KK0922'PLATTE RIVER INN AT GRANT, 0.5 MILE SOUTHEAST OF A CABIN, 64 FEET
 KK0922'SOUTHWEST OF THE CENTER LINE OF A ROAD, 25.5 FEET NORTHWEST OF A
 KK0922'10 INCH SPRUCE TREE, ON THE NORTH BANK OF WEST GENEVA CREEK, 1.0
 KK0922'FOOT ABOVE THE GROUND, SET IN THE TOP OF A 5X6 FOOT GRANITE
 KK0922'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2136 ***********************************************************************
 KK2136  DESIGNATION -  G 360 RESET
 KK2136  PID         -  KK2136
 KK2136  STATE/COUNTY-  CO/GRAND
 KK2136  USGS QUAD   -  FRASER (1957)
 KK2136
 KK2136                         *CURRENT SURVEY CONTROL
 KK2136  ___________________________________________________________________
 KK2136* NAD 83(1986)-  39 55 35.     (N)    105 47 38.     (W)     SCALED    
 KK2136* NAVD 88     -      2675.86   (meters)    8779.1    (feet)  RESET     
 KK2136  ___________________________________________________________________
 KK2136  GEOID HEIGHT-         -12.40  (meters)                     GEOID03
 KK2136
 KK2136  VERT ORDER  -  THIRD
 KK2136
 KK2136.The horizontal coordinates were scaled from a topographic map and have
 KK2136.an estimated accuracy of +/- 6 seconds.
 KK2136
 KK2136.The orthometric height was computed from unverified reset data.
 KK2136.No vertical observational check was made to the station.
 KK2136
 KK2136.The geoid height was determined by GEOID03.
 KK2136
 KK2136;                    North         East    Units  Estimated Accuracy
 KK2136;SPC CO N     -   370,690.      889,280.      MT  (+/- 180 meters Scaled)
 KK2136
 KK2136                          SUPERSEDED SURVEY CONTROL
 KK2136
 KK2136  NGVD 29 (03/28/06) 2674.40   (m)         8774.3    (f) RESET       3  
 KK2136
 KK2136.Superseded values are not recommended for survey control.
 KK2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2136.See file dsdata.txt to determine how the superseded data were derived.
 KK2136
 KK2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE321198(NAD 83)
 KK2136_MARKER: DB = BENCH MARK DISK
 KK2136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK2136_SP_SET: CONCRETE POST
 KK2136_STAMPING: G 360 RESET 1981
 KK2136_MARK LOGO: NGS   
 KK2136_PROJECTION: FLUSH
 KK2136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK2136+STABILITY: SURFACE MOTION
 KK2136
 KK2136  HISTORY     - Date     Condition        Report By
 KK2136  HISTORY     - 1981     MONUMENTED       NGS
 KK2136
 KK2136                          STATION DESCRIPTION
 KK2136
 KK2136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 KK2136'3.5 KM (2.20 MI) SE FROM FRASER.
 KK2136'3.5 KM (2.15 MI) SOUTHEAST ALONG THE DENVER AND SALT LAKE RAILROAD
 KK2136'FROM THE STATION IN FRASER, AND ABOUT 0.8 KM (0.50 MI) NORTHWEST OF
 KK2136'WINTER PARK, 25.6 M (84.0 FT) NORTH-NORTHWEST FROM THE NORTH RAIL,
 KK2136'19.8 M (65.0 FT) EAST FROM THE CENTER OF A DIRT ROAD CROSSING THE
 KK2136'TRACKS, 15.8 M (51.8 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A
 KK2136'RAILROAD SIGNAL CROSSING SHACK, AND 4.0 M (13.1 FT) NORTH-NORTHEAST
 KK2136'FROM THE RIGHT-OF-WAY FENCE.  IT IS 3 POLES EAST OF MILEPOST 60.
 KK2136'THE MARK IS 2.6 FT  E FROM  A WITNESS POST
 KK2136'THE MARK IS 2.3 FT ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0737 ***********************************************************************
 LL0737  DESIGNATION -  G 361
 LL0737  PID         -  LL0737
 LL0737  STATE/COUNTY-  CO/GRAND
 LL0737  USGS QUAD   -  TRAIL MOUNTAIN (1978)
 LL0737
 LL0737                         *CURRENT SURVEY CONTROL
 LL0737  ___________________________________________________________________
 LL0737* NAD 83(1986)-  40 08 55.     (N)    105 53 23.     (W)     SCALED    
 LL0737* NAVD 88     -      2531.555  (meters)    8305.61   (feet)  ADJUSTED  
 LL0737  ___________________________________________________________________
 LL0737  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 LL0737  DYNAMIC HT  -        2528.742 (meters)    8296.38  (feet)  COMP
 LL0737  MODELED GRAV-     979,423.1   (mgal)                       NAVD 88
 LL0737
 LL0737  VERT ORDER  -  FIRST     CLASS II
 LL0737
 LL0737.The horizontal coordinates were scaled from a topographic map and have
 LL0737.an estimated accuracy of +/- 6 seconds.
 LL0737
 LL0737.The orthometric height was determined by differential leveling
 LL0737.and adjusted by the National Geodetic Survey in June 1991..
 LL0737
 LL0737.The geoid height was determined by GEOID03.
 LL0737
 LL0737.The dynamic height is computed by dividing the NAVD 88
 LL0737.geopotential number by the normal gravity value computed on the
 LL0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0737.degrees latitude (g = 980.6199 gals.).
 LL0737
 LL0737.The modeled gravity was interpolated from observed gravity values.
 LL0737
 LL0737;                    North         East    Units  Estimated Accuracy
 LL0737;SPC CO N     -   395,390.      881,200.      MT  (+/- 180 meters Scaled)
 LL0737
 LL0737                          SUPERSEDED SURVEY CONTROL
 LL0737
 LL0737  NGVD 29 (??/??/92) 2530.162  (m)         8301.04   (f) ADJ UNCH    1 2
 LL0737
 LL0737.Superseded values are not recommended for survey control.
 LL0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0737.See file dsdata.txt to determine how the superseded data were derived.
 LL0737
 LL0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE242446(NAD 83)
 LL0737_MARKER: DB = BENCH MARK DISK
 LL0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0737_STAMPING: C 361 1954
 LL0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0737+STABILITY: SURFACE MOTION
 LL0737
 LL0737  HISTORY     - Date     Condition        Report By
 LL0737  HISTORY     - 1954     MONUMENTED       CGS
 LL0737
 LL0737                          STATION DESCRIPTION
 LL0737
 LL0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LL0737'7.3 MI NE FROM GRANBY.
 LL0737'1.25 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LL0737'GRANBY, THENCE 6.5 MILES NORTHEAST ALONG U.S. HIGHWAY 34, 75 FEET
 LL0737'WEST OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET EAST OF A FENCE,
 LL0737'2.8 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 LL0737'WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0159 ***********************************************************************
 LM0159  DESIGNATION -  G 362
 LM0159  PID         -  LM0159
 LM0159  STATE/COUNTY-  CO/JACKSON
 LM0159  USGS QUAD   -  JACK CREEK RANCH (1956)
 LM0159
 LM0159                         *CURRENT SURVEY CONTROL
 LM0159  ___________________________________________________________________
 LM0159* NAD 83(1986)-  40 24 36.     (N)    106 06 57.     (W)     SCALED    
 LM0159* NAVD 88     -      2724.539  (meters)    8938.76   (feet)  ADJUSTED  
 LM0159  ___________________________________________________________________
 LM0159  GEOID HEIGHT-         -11.97  (meters)                     GEOID03
 LM0159  DYNAMIC HT  -        2721.483 (meters)    8928.73  (feet)  COMP
 LM0159  MODELED GRAV-     979,404.4   (mgal)                       NAVD 88
 LM0159
 LM0159  VERT ORDER  -  FIRST     CLASS II
 LM0159
 LM0159.The horizontal coordinates were scaled from a topographic map and have
 LM0159.an estimated accuracy of +/- 6 seconds.
 LM0159
 LM0159.The orthometric height was determined by differential leveling
 LM0159.and adjusted by the National Geodetic Survey in June 1991..
 LM0159
 LM0159.The geoid height was determined by GEOID03.
 LM0159
 LM0159.The dynamic height is computed by dividing the NAVD 88
 LM0159.geopotential number by the normal gravity value computed on the
 LM0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0159.degrees latitude (g = 980.6199 gals.).
 LM0159
 LM0159.The modeled gravity was interpolated from observed gravity values.
 LM0159
 LM0159;                    North         East    Units  Estimated Accuracy
 LM0159;SPC CO N     -   424,530.      862,130.      MT  (+/- 180 meters Scaled)
 LM0159
 LM0159                          SUPERSEDED SURVEY CONTROL
 LM0159
 LM0159  NGVD 29 (??/??/92) 2723.048  (m)         8933.87   (f) ADJ UNCH    1 2
 LM0159
 LM0159.Superseded values are not recommended for survey control.
 LM0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0159.See file dsdata.txt to determine how the superseded data were derived.
 LM0159
 LM0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE053738(NAD 83)
 LM0159_MARKER: DB = BENCH MARK DISK
 LM0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0159_STAMPING: G 362 1954
 LM0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0159+STABILITY: SURFACE MOTION
 LM0159
 LM0159  HISTORY     - Date     Condition        Report By
 LM0159  HISTORY     - 1954     MONUMENTED       CGS
 LM0159
 LM0159                          STATION DESCRIPTION
 LM0159
 LM0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LM0159'4.85 MI S FROM RAND.
 LM0159'4.85 MILES SOUTH ALONG STATE HIGHWAY 125 FROM THE POST OFFICE AT RAND,
 LM0159'64 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 46 FEET NORTHEAST
 LM0159'OF THE NORTHEAST END OF A PIPE CULVERT, 124 FEET SOUTHEAST OF THE EAST
 LM0159'END OF A CATTLE GUARD, 2.6 FEET NORTHEAST OF A WITNESS POST, SET IN
 LM0159'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0173 ***********************************************************************
 KJ0173  DESIGNATION -  G 363
 KJ0173  PID         -  KJ0173
 KJ0173  STATE/COUNTY-  CO/WASHINGTON
 KJ0173  USGS QUAD   -  LINDON NE (1973)
 KJ0173
 KJ0173                         *CURRENT SURVEY CONTROL
 KJ0173  ___________________________________________________________________
 KJ0173* NAD 83(1986)-  39 44 24.     (N)    103 16 26.     (W)     SCALED    
 KJ0173* NAVD 88     -      1512.285  (meters)    4961.56   (feet)  ADJUSTED  
 KJ0173  ___________________________________________________________________
 KJ0173  GEOID HEIGHT-         -20.48  (meters)                     GEOID03
 KJ0173  DYNAMIC HT  -        1510.937 (meters)    4957.13  (feet)  COMP
 KJ0173  MODELED GRAV-     979,681.9   (mgal)                       NAVD 88
 KJ0173
 KJ0173  VERT ORDER  -  SECOND    CLASS 0
 KJ0173
 KJ0173.The horizontal coordinates were scaled from a topographic map and have
 KJ0173.an estimated accuracy of +/- 6 seconds.
 KJ0173
 KJ0173.The orthometric height was determined by differential leveling
 KJ0173.and adjusted by the National Geodetic Survey in June 1991..
 KJ0173
 KJ0173.The geoid height was determined by GEOID03.
 KJ0173
 KJ0173.The dynamic height is computed by dividing the NAVD 88
 KJ0173.geopotential number by the normal gravity value computed on the
 KJ0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0173.degrees latitude (g = 980.6199 gals.).
 KJ0173
 KJ0173.The modeled gravity was interpolated from observed gravity values.
 KJ0173
 KJ0173;                    North         East    Units  Estimated Accuracy
 KJ0173;SPC CO N     -   352,350.    1,105,200.      MT  (+/- 180 meters Scaled)
 KJ0173
 KJ0173                          SUPERSEDED SURVEY CONTROL
 KJ0173
 KJ0173  NGVD 29 (??/??/92) 1511.537  (m)         4959.10   (f) ADJ UNCH    2 0
 KJ0173
 KJ0173.Superseded values are not recommended for survey control.
 KJ0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0173.See file dsdata.txt to determine how the superseded data were derived.
 KJ0173
 KJ0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFE479003(NAD 83)
 KJ0173_MARKER: DB = BENCH MARK DISK
 KJ0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0173_STAMPING: G 363 1954
 KJ0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0173+STABILITY: SURFACE MOTION
 KJ0173
 KJ0173  HISTORY     - Date     Condition        Report By
 KJ0173  HISTORY     - 1954     MONUMENTED       CGS
 KJ0173  HISTORY     - 1973     MARK NOT FOUND   USGS
 KJ0173
 KJ0173                          STATION DESCRIPTION
 KJ0173
 KJ0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KJ0173'3 MI W FROM ANTON.
 KJ0173'3.0 MILES WEST ALONG U.S. HIGHWAY 36 FROM THE POST OFFICE AT
 KJ0173'ANTON, 148 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 105 FEET
 KJ0173'SOUTHWEST OF A POWER POLE, 26 FEET WEST OF THE EXTENDED CENTER LINE
 KJ0173'OF A GRADED DIRT ROAD LEADING NORTH, 2.4 FEET EAST OF A FENCE,
 KJ0173'2.2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 KJ0173'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, 81 FEET SOUTH OF
 KJ0173'A FENCE.
 KJ0173
 KJ0173                          STATION RECOVERY (1973)
 KJ0173
 KJ0173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 KJ0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0681 ***********************************************************************
 HL0681  DESIGNATION -  G 364 RESET
 HL0681  PID         -  HL0681
 HL0681  STATE/COUNTY-  CO/LA PLATA
 HL0681  USGS QUAD   -  LOMA LINDA (1968)
 HL0681
 HL0681                         *CURRENT SURVEY CONTROL
 HL0681  ___________________________________________________________________
 HL0681* NAD 83(1992)-  37 09 19.29435(N)    107 45 04.56465(W)     ADJUSTED  
 HL0681* NAVD 88     -      2031.24   (meters)    6664.2    (feet)  RESET     
 HL0681  ___________________________________________________________________
 HL0681  X           -  -1,552,232.875 (meters)                     COMP
 HL0681  Y           -  -4,848,804.556 (meters)                     COMP
 HL0681  Z           -   3,832,363.890 (meters)                     COMP
 HL0681  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 HL0681  ELLIP HEIGHT-        2011.68  (meters)          (12/03/02) GPS OBS
 HL0681  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 HL0681
 HL0681  HORZ ORDER  -  FIRST
 HL0681  VERT ORDER  -  THIRD
 HL0681  ELLP ORDER  -  FOURTH    CLASS II
 HL0681
 HL0681.This mark is at Durango-La Plata County Airport (DRO)
 HL0681
 HL0681.The horizontal coordinates were established by GPS observations
 HL0681.and adjusted by the National Geodetic Survey in July 1997..
 HL0681
 HL0681.The orthometric height was computed from unverified reset data.
 HL0681.No vertical observational check was made to the station.
 HL0681
 HL0681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HL0681
 HL0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0681
 HL0681.The ellipsoidal height was determined by GPS observations
 HL0681.and is referenced to NAD 83.
 HL0681
 HL0681.The geoid height was determined by GEOID03.
 HL0681
 HL0681;                    North         East     Units Scale Factor Converg.
 HL0681;SPC CO S     -   361,447.734   714,437.489   MT  1.00001507   -1 22 51.2
 HL0681;SPC CO S     - 1,185,849.77  2,343,950.33   sFT  1.00001507   -1 22 51.2
 HL0681;UTM  13      - 4,115,651.663   255,676.329   MT  1.00033541   -1 39 45.1
 HL0681
 HL0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0681!SPC CO S     -   0.99968441  x   1.00001507  =   0.99969947
 HL0681!UTM  13      -   0.99968441  x   1.00033541  =   1.00001971
 HL0681
 HL0681:                Primary Azimuth Mark                     Grid Az
 HL0681:SPC CO S     -  WILSON                                   341 52 34.6
 HL0681:UTM  13      -  WILSON                                   342 09 28.5
 HL0681
 HL0681|---------------------------------------------------------------------|
 HL0681| PID    Reference Object                     Distance      Geod. Az  |
 HL0681|                                                           dddmmss.s |
 HL0681| HL0671 WILSON                              410.092 METERS 3402943.4 |
 HL0681|---------------------------------------------------------------------|
 HL0681
 HL0681                          SUPERSEDED SURVEY CONTROL
 HL0681
 HL0681  ELLIP H (07/06/97) 2011.66   (m)                       GP(       ) 3 1
 HL0681  NGVD 29 (03/28/06) 2029.96   (m)         6660.0    (f) RESET       3  
 HL0681
 HL0681.Superseded values are not recommended for survey control.
 HL0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0681.See file dsdata.txt to determine how the superseded data were derived.
 HL0681
 HL0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB5567615652(NAD 83)
 HL0681_MARKER: DB = BENCH MARK DISK
 HL0681_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HL0681_SP_SET: DRAIN
 HL0681_STAMPING: G 364 RESET 1979
 HL0681_MARK LOGO: NGS   
 HL0681_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HL0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0681+STABILITY: SURFACE MOTION
 HL0681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HL0681+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1992
 HL0681
 HL0681  HISTORY     - Date     Condition        Report By
 HL0681  HISTORY     - 1979     MONUMENTED       NGS
 HL0681  HISTORY     - 19920723 GOOD             NGS
 HL0681  HISTORY     - 19930615 GOOD             NGS
 HL0681
 HL0681                          STATION DESCRIPTION
 HL0681
 HL0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 HL0681'22.5 KM (14.00 MI) SE FROM DURANGO.
 HL0681'14.0 MILES SOUTHEAST OF DURANGO AT THE LA PLATA COUNTY AIRPORT,
 HL0681'BETWEEN TWO SHORT TAXIWAYS, ABOUT 0.05 MILES EAST OF THE AIRPORT
 HL0681'BEACON, 194.6 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE AIRPORT
 HL0681'RUNWAY, 182.2 FEET NORTHWEST OF A TAXIWAY DIRECTIONAL LIGHT, 155 FEET
 HL0681'SOUTH-SOUTHWEST OF THE CENTER OF A TAXIWAY, 155 FEET NORTH-NORTHEAST
 HL0681'OF THE CENTER OF A TAXIWAY.
 HL0681'THE MARK IS 0.5 FT BELOW TAXIWAY.
 HL0681
 HL0681                          STATION RECOVERY (1992)
 HL0681
 HL0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RSC)
 HL0681'THE STATION IS LOCATED ABOUT 11.2 MI (18.0 KM) SOUTHEAST OF DURANGO,
 HL0681'6.2 MI (10.0 KM) NORTHWEST OF IGNACIO, AT THE DURANGO-LA PLATA COUNTY
 HL0681'AIRPORT, AT THE RAMP AREA OF THE AIRPORT BETWEEN THE NORTH AND THE
 HL0681'CENTER TAXIWAY FROM THE RAMP TO RUNWAY 2/20, IN THE SOUTHEAST 1/4 OF
 HL0681'SECTION 30, T 34 N, R 8 W.  OWNERSHIP--AIRPORT ADMINISTRATION OFFICE,
 HL0681'DURANGO-LA PLATA COUNTY AIRPORT, 1300 COUNTY ROAD 309 NUMBER 1,
 HL0681'DURANGO, CO 81301.  TELEPHONE--303-247-8143.  NOTE--CONTACT IN ADVANCE
 HL0681'SO SECURITY CAN BE NOTIFIED, SURVEYOR WILL HAVE TO BE TAKEN TO THE
 HL0681'SITE. TO REACH THE STATION FROM THE JUNCTION OF U.  S.  HIGHWAY 160
 HL0681'AND U. S.  HIGHWAY 550 SOUTHEAST OF DURANGO, GO EAST ON U.  S.
 HL0681'HIGHWAY 160 FOR 3.1 MI (5.0 KM) TO THE JUNCTION OF U.  S.  HIGHWAY 172
 HL0681'ON THE RIGHT.  TURN RIGHT, SOUTH, ON U.  S.  HIGHWAY 172 FOR 5.8 MI
 HL0681'(9.3 KM) TO A ROAD RIGHT NEAR THE TOP OF A HILL.  TURN RIGHT,
 HL0681'SOUTHERLY, ON COUNTY ROAD 309 FOR 0.85 MI (1.37 KM) TO THE ENTRANCE OF
 HL0681'THE AIRPORT.  CONTINUE AHEAD, SOUTHERLY, TO THE MAIN TERMINAL TO
 HL0681'CONTACT THE AIRPORT MANAGERS OFFICE FOR AN ESCORT TO THE AIRPORT RAMP
 HL0681'AREA THE STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE OF
 HL0681'5.5-FOOT SQUARE CONCRETE DRAIN IN THE CENTER OF A GRASSY AREA BETWEEN
 HL0681'THE RUNWAY AND THE RAMP AREA.  IT IS 155.0 FT (47.2 M) SOUTHWEST OF
 HL0681'THE CENTERLINE OF THE NORTHERN TAXIWAY, 154.0 FT (46.9 M) NORTHEAST OF
 HL0681'THE CENTERLINE OF THE MIDDLE TAXIWAY AND 185.2 FT (56.4 M) NORTHWEST
 HL0681'OF A RUNWAY LIGHT.
 HL0681
 HL0681                          STATION RECOVERY (1993)
 HL0681
 HL0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 HL0681'THE STATION IS LOCATED NEAR THE RAMP AREA OF THE AIRPORT BETWEEN THE
 HL0681'NORTH AND THE CENTER TAXIWAY FROM THE RAMP RUNWAY 2/20.  IT IS 155.05
 HL0681'FT (47.26 M) FROM THE CENTERLINE OF THE NORTH TAXIWAY, 154.00 FT
 HL0681'(46.94 M) FROM THE CENTERLINE OF THE MIDDLE TAXIWAY, 185.22 FT (56.46
 HL0681'M) NORTHWEST OF A RUNWAY LIGHT.  THE STATION IS A BM DISK STAMPED G
 HL0681'364 RESET 1979 AND IS SET IN A DRILL HOLE IN THE SOUTH SIDE OF A 5.5
 HL0681'FT (1.7 M) CONCRETE DRAIN.  V-6-79 AND V-5-79 ARE CHISELED CROSSES IN
 HL0681'THE TOP OF CONCRETE DRAIN PIPES LOCATED TO THE NORTH OF THE NORTH
 HL0681'TAXIWAY AND TO THE SOUTH OF THE MIDDLE TAXIWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0292 ***********************************************************************
 JJ0292  DESIGNATION -  G 37
 JJ0292  PID         -  JJ0292
 JJ0292  STATE/COUNTY-  CO/KIOWA
 JJ0292  USGS QUAD   -  DUNLAP RANCH (1982)
 JJ0292
 JJ0292                         *CURRENT SURVEY CONTROL
 JJ0292  ___________________________________________________________________
 JJ0292* NAD 83(1986)-  38 35 36.     (N)    102 47 11.     (W)     SCALED    
 JJ0292* NAVD 88     -      1297.134  (meters)    4255.68   (feet)  ADJUSTED  
 JJ0292  ___________________________________________________________________
 JJ0292  GEOID HEIGHT-         -22.53  (meters)                     GEOID03
 JJ0292  DYNAMIC HT  -        1295.914 (meters)    4251.68  (feet)  COMP
 JJ0292  MODELED GRAV-     979,642.8   (mgal)                       NAVD 88
 JJ0292
 JJ0292  VERT ORDER  -  FIRST     CLASS II
 JJ0292
 JJ0292.The horizontal coordinates were scaled from a topographic map and have
 JJ0292.an estimated accuracy of +/- 6 seconds.
 JJ0292
 JJ0292.The orthometric height was determined by differential leveling
 JJ0292.and adjusted by the National Geodetic Survey in June 1991..
 JJ0292
 JJ0292.The geoid height was determined by GEOID03.
 JJ0292
 JJ0292.The dynamic height is computed by dividing the NAVD 88
 JJ0292.geopotential number by the normal gravity value computed on the
 JJ0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0292.degrees latitude (g = 980.6199 gals.).
 JJ0292
 JJ0292.The modeled gravity was interpolated from observed gravity values.
 JJ0292
 JJ0292;                    North         East    Units  Estimated Accuracy
 JJ0292;SPC CO S     -   522,070.    1,150,790.      MT  (+/- 180 meters Scaled)
 JJ0292
 JJ0292                          SUPERSEDED SURVEY CONTROL
 JJ0292
 JJ0292  NGVD 29 (??/??/92) 1296.576  (m)         4253.85   (f) ADJ UNCH    1 2
 JJ0292
 JJ0292.Superseded values are not recommended for survey control.
 JJ0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0292.See file dsdata.txt to determine how the superseded data were derived.
 JJ0292
 JJ0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC927739(NAD 83)
 JJ0292_MARKER: DB = BENCH MARK DISK
 JJ0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0292_SP_SET: CONCRETE POST
 JJ0292_STAMPING: G 37 1933
 JJ0292_MARK LOGO: CGS   
 JJ0292_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JJ0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0292+STABILITY: SURFACE MOTION
 JJ0292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0292+SATELLITE: SATELLITE OBSERVATIONS - November 25, 1995
 JJ0292
 JJ0292  HISTORY     - Date     Condition        Report By
 JJ0292  HISTORY     - 1933     MONUMENTED       CGS
 JJ0292  HISTORY     - 1942     GOOD             NGS
 JJ0292  HISTORY     - 1976     GOOD             USGS
 JJ0292  HISTORY     - 19871125 GOOD             NGS
 JJ0292  HISTORY     - 19951125 GOOD             CODOT
 JJ0292
 JJ0292                          STATION DESCRIPTION
 JJ0292
 JJ0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JJ0292'8.4 MI N FROM EADS.
 JJ0292'8.4 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE COUNTY COURTHOUSE
 JJ0292'AT EADS, KIOWA COUNTY, 1.1 MILES SOUTH OF RUSH CREEK AND THE
 JJ0292'KIOWA-CHEYENNE COUNTY LINE, 485 YARDS NORTH OF A STUCCO FARM HOUSE,
 JJ0292'99 FEET NORTH OF POLE 2790, AND 40 FEET WEST OF THE CENTERLINE OF THE
 JJ0292'HIGHWAY.  A STANDARD DISK, STAMPED G 37 1933 AND SET IN THE TOP OF
 JJ0292'A CONCRETE POST.
 JJ0292
 JJ0292                          STATION RECOVERY (1976)
 JJ0292
 JJ0292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JJ0292'JUNCTION OF US HIGHWAY 287 AND COLORADO STATE HIGHWAY 96 IN EADS. 8.0
 JJ0292'MILES NORTH ALONG US HIGHWAY 287. 0.2 MILES NORTH OF RANCH ON EAST
 JJ0292'SIDE OF HIGHWAY, 50 FEET WEST OF CENTERLINE OF HIGHWAY, 2 FEET EAST
 JJ0292'OF ROW FENCE. A STANDARD DISK STAMPED G 37 1933 AND SET IN THE TOP OF
 JJ0292'A CONCRETE POST PROJECTING 0.7 FEET.
 JJ0292
 JJ0292                          STATION RECOVERY (1987)
 JJ0292
 JJ0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 JJ0292'8.4 MILES NORTH ALONG U. S. HIGHWAY 287 FROM THE COURTHOUSE AT
 JJ0292'EADS, 1.1 MILES SOUTH OF RUSH CREEK AND THE KIOWA-CHEYENNE COUNTY
 JJ0292'LINE, 1455 FT (443.48 M) NORTH OF A STUCCO FARMHOUSE, 40 FT (12.19 M)
 JJ0292'WEST OF THE CENTER LINE OF THE HIGHWAY AND 1.5 FT (0.46 M) WEST OF A
 JJ0292'WITNESS POST.
 JJ0292
 JJ0292                          STATION RECOVERY (1995)
 JJ0292
 JJ0292'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (PG)
 JJ0292'RECOVERED AS DESCRIBED.  AT STATE HIGHWAY 287 MILEPOST 121.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0058 ***********************************************************************
 KK0058  DESIGNATION -  G 374
 KK0058  PID         -  KK0058
 KK0058  STATE/COUNTY-  CO/ARAPAHOE
 KK0058  USGS QUAD   -  STRASBURG NW (1978)
 KK0058
 KK0058                         *CURRENT SURVEY CONTROL
 KK0058  ___________________________________________________________________
 KK0058* NAD 83(1986)-  39 39 56.     (N)    104 27 12.     (W)     SCALED    
 KK0058* NAVD 88     -      1736.181  (meters)    5696.12   (feet)  ADJUSTED  
 KK0058  ___________________________________________________________________
 KK0058  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 KK0058  DYNAMIC HT  -        1734.530 (meters)    5690.70  (feet)  COMP
 KK0058  MODELED GRAV-     979,613.4   (mgal)                       NAVD 88
 KK0058
 KK0058  VERT ORDER  -  SECOND    CLASS 0
 KK0058
 KK0058.The horizontal coordinates were scaled from a topographic map and have
 KK0058.an estimated accuracy of +/- 6 seconds.
 KK0058
 KK0058.The orthometric height was determined by differential leveling
 KK0058.and adjusted by the National Geodetic Survey in June 1991..
 KK0058
 KK0058.The geoid height was determined by GEOID03.
 KK0058
 KK0058.The dynamic height is computed by dividing the NAVD 88
 KK0058.geopotential number by the normal gravity value computed on the
 KK0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0058.degrees latitude (g = 980.6199 gals.).
 KK0058
 KK0058.The modeled gravity was interpolated from observed gravity values.
 KK0058
 KK0058;                    North         East    Units  Estimated Accuracy
 KK0058;SPC CO C     -   508,710.    1,004,210.      MT  (+/- 180 meters Scaled)
 KK0058
 KK0058                          SUPERSEDED SURVEY CONTROL
 KK0058
 KK0058  NGVD 29 (??/??/92) 1735.255  (m)         5693.08   (f) ADJ UNCH    2 0
 KK0058
 KK0058.Superseded values are not recommended for survey control.
 KK0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0058.See file dsdata.txt to determine how the superseded data were derived.
 KK0058
 KK0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED468907(NAD 83)
 KK0058_MARKER: DB = BENCH MARK DISK
 KK0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0058_STAMPING: G 374 1960
 KK0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0058+STABILITY: SURFACE MOTION
 KK0058
 KK0058  HISTORY     - Date     Condition        Report By
 KK0058  HISTORY     - 1960     MONUMENTED       CGS
 KK0058
 KK0058                          STATION DESCRIPTION
 KK0058
 KK0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KK0058'6 MI SSW FROM BENNETT.
 KK0058'0.1 MILES WEST ALONG U.S. HIGHWAYS 36 AND 40 FROM THE RAILROAD
 KK0058'STATION AT BENNETT, ADAMS COUNTY, THENCE SOUTH ON AN OILED ROAD
 KK0058'FOR 1.4 MILES, THENCE WEST ON AN ACCESS ROAD FOR 1 MILE, THENCE
 KK0058'SOUTH ON A GRAVELED ROAD FOR 5 MILES, 31 FEET SOUTH OF A SOUTHEAST
 KK0058'FENCE CORNER, 28 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 3
 KK0058'FEET NORTH OF A WITNESS POST AND 2.5 FEET SOUTH OF A TELEPHONE
 KK0058'POLE.  THE MARK IS A STANDARD DISK SET IN THE TOP OF A 10 INCH
 KK0058'SQUARE CONCRETE MONUMENT, WHICH PROJECTS 3 INCHES AND IS STAMPED G
 KK0058'374 1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0131 ***********************************************************************
 LN0131  DESIGNATION -  G 379
 LN0131  PID         -  LN0131
 LN0131  STATE/COUNTY-  CO/MOFFAT
 LN0131  USGS QUAD   -  SPARKS (1966)
 LN0131
 LN0131                         *CURRENT SURVEY CONTROL
 LN0131  ___________________________________________________________________
 LN0131* NAD 83(1986)-  40 56 14.     (N)    108 46 13.     (W)     SCALED    
 LN0131* NAVD 88     -      2152.570  (meters)    7062.22   (feet)  ADJUSTED  
 LN0131  ___________________________________________________________________
 LN0131  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 LN0131  DYNAMIC HT  -        2150.590 (meters)    7055.73  (feet)  COMP
 LN0131  MODELED GRAV-     979,626.8   (mgal)                       NAVD 88
 LN0131
 LN0131  VERT ORDER  -  SECOND    CLASS 0
 LN0131
 LN0131.The horizontal coordinates were scaled from a topographic map and have
 LN0131.an estimated accuracy of +/- 6 seconds.
 LN0131
 LN0131.The orthometric height was determined by differential leveling
 LN0131.and adjusted by the National Geodetic Survey in June 1991..
 LN0131
 LN0131.The geoid height was determined by GEOID03.
 LN0131
 LN0131.The dynamic height is computed by dividing the NAVD 88
 LN0131.geopotential number by the normal gravity value computed on the
 LN0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0131.degrees latitude (g = 980.6199 gals.).
 LN0131
 LN0131.The modeled gravity was interpolated from observed gravity values.
 LN0131
 LN0131;                    North         East    Units  Estimated Accuracy
 LN0131;SPC CO N     -   487,970.      639,050.      MT  (+/- 180 meters Scaled)
 LN0131
 LN0131                          SUPERSEDED SURVEY CONTROL
 LN0131
 LN0131  NGVD 29 (??/??/92) 2151.246  (m)         7057.88   (f) ADJ UNCH    2 0
 LN0131
 LN0131.Superseded values are not recommended for survey control.
 LN0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0131.See file dsdata.txt to determine how the superseded data were derived.
 LN0131
 LN0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL877341(NAD 83)
 LN0131_MARKER: DB = BENCH MARK DISK
 LN0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0131_STAMPING: G 379 1962
 LN0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0131+STABILITY: SURFACE MOTION
 LN0131
 LN0131  HISTORY     - Date     Condition        Report By
 LN0131  HISTORY     - 1962     MONUMENTED       CGS
 LN0131
 LN0131                          STATION DESCRIPTION
 LN0131
 LN0131'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0131'28.95 MI N FROM GREYSTONE.
 LN0131'9.4 MILES NORTH ALONG COUNTY ROAD 10 FROM THE STORE AND POST OFFICE AT
 LN0131'GREYSTONE, THENCE 19.55 MILES NORTH ALONG COUNTY ROAD 318, 59 FEET
 LN0131'SOUTHEAST OF CENTER OF THE JUNCTION OF A TRACK ROAD EAST, 61 FEET
 LN0131'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 55 FEET SOUTH OF THE CENTER
 LN0131'LINE OF THE TRACK ROAD, 1.8 FEET NORTH OF A WITNESS POST, ABOUT LEVEL
 LN0131'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 LN0131'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0154 ***********************************************************************
 LN0154  DESIGNATION -  G 380
 LN0154  PID         -  LN0154
 LN0154  STATE/COUNTY-  CO/MOFFAT
 LN0154  USGS QUAD   -  VERMILLION MESA (1973)
 LN0154
 LN0154                         *CURRENT SURVEY CONTROL
 LN0154  ___________________________________________________________________
 LN0154* NAD 83(1986)-  40 41 02.     (N)    108 43 45.     (W)     SCALED    
 LN0154* NAVD 88     -      1879.677  (meters)    6166.91   (feet)  ADJUSTED  
 LN0154  ___________________________________________________________________
 LN0154  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 LN0154  DYNAMIC HT  -        1877.958 (meters)    6161.27  (feet)  COMP
 LN0154  MODELED GRAV-     979,643.5   (mgal)                       NAVD 88
 LN0154
 LN0154  VERT ORDER  -  SECOND    CLASS 0
 LN0154
 LN0154.The horizontal coordinates were scaled from a topographic map and have
 LN0154.an estimated accuracy of +/- 6 seconds.
 LN0154
 LN0154.The orthometric height was determined by differential leveling
 LN0154.and adjusted by the National Geodetic Survey in June 1991..
 LN0154
 LN0154.The geoid height was determined by GEOID03.
 LN0154
 LN0154.The dynamic height is computed by dividing the NAVD 88
 LN0154.geopotential number by the normal gravity value computed on the
 LN0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0154.degrees latitude (g = 980.6199 gals.).
 LN0154
 LN0154.The modeled gravity was interpolated from observed gravity values.
 LN0154
 LN0154;                    North         East    Units  Estimated Accuracy
 LN0154;SPC CO N     -   459,730.      641,490.      MT  (+/- 180 meters Scaled)
 LN0154
 LN0154                          SUPERSEDED SURVEY CONTROL
 LN0154
 LN0154  NGVD 29 (??/??/92) 1878.404  (m)         6162.73   (f) ADJ UNCH    2 0
 LN0154
 LN0154.Superseded values are not recommended for survey control.
 LN0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0154.See file dsdata.txt to determine how the superseded data were derived.
 LN0154
 LN0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL918061(NAD 83)
 LN0154_MARKER: DB = BENCH MARK DISK
 LN0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0154_STAMPING: G 380 1962
 LN0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0154+STABILITY: SURFACE MOTION
 LN0154
 LN0154  HISTORY     - Date     Condition        Report By
 LN0154  HISTORY     - 1962     MONUMENTED       CGS
 LN0154
 LN0154                          STATION DESCRIPTION
 LN0154
 LN0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0154'6.3 MI N FROM GREYSTONE.
 LN0154'6.3 MILES NORTH ALONG COUNTY ROAD 10 FROM THE STORE AND POST OFFICE AT
 LN0154'GREYSTONE, 54 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 6.3 FEET
 LN0154'NORTHWEST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE ROAD, AND
 LN0154'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 LN0154'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0048 ***********************************************************************
 LN0048  DESIGNATION -  G 381
 LN0048  PID         -  LN0048
 LN0048  STATE/COUNTY-  CO/MOFFAT
 LN0048  USGS QUAD   -  TWELVEMILE MESA (1986)
 LN0048
 LN0048                         *CURRENT SURVEY CONTROL
 LN0048  ___________________________________________________________________
 LN0048* NAD 83(1986)-  40 24 57.     (N)    108 27 57.     (W)     SCALED    
 LN0048* NAVD 88     -      1766.128  (meters)    5794.37   (feet)  ADJUSTED  
 LN0048  ___________________________________________________________________
 LN0048  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 LN0048  DYNAMIC HT  -        1764.438 (meters)    5788.83  (feet)  COMP
 LN0048  MODELED GRAV-     979,606.7   (mgal)                       NAVD 88
 LN0048
 LN0048  VERT ORDER  -  SECOND    CLASS 0
 LN0048
 LN0048.The horizontal coordinates were scaled from a topographic map and have
 LN0048.an estimated accuracy of +/- 6 seconds.
 LN0048
 LN0048.The orthometric height was determined by differential leveling
 LN0048.and adjusted by the National Geodetic Survey in June 1991..
 LN0048
 LN0048.The geoid height was determined by GEOID03.
 LN0048
 LN0048.The dynamic height is computed by dividing the NAVD 88
 LN0048.geopotential number by the normal gravity value computed on the
 LN0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0048.degrees latitude (g = 980.6199 gals.).
 LN0048
 LN0048.The modeled gravity was interpolated from observed gravity values.
 LN0048
 LN0048;                    North         East    Units  Estimated Accuracy
 LN0048;SPC CO N     -   429,200.      662,740.      MT  (+/- 180 meters Scaled)
 LN0048
 LN0048                          SUPERSEDED SURVEY CONTROL
 LN0048
 LN0048  NGVD 29 (??/??/92) 1764.820  (m)         5790.08   (f) ADJ UNCH    2 0
 LN0048
 LN0048.Superseded values are not recommended for survey control.
 LN0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0048.See file dsdata.txt to determine how the superseded data were derived.
 LN0048
 LN0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK150769(NAD 83)
 LN0048_MARKER: DB = BENCH MARK DISK
 LN0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0048_STAMPING: G 381 1962
 LN0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0048+STABILITY: SURFACE MOTION
 LN0048
 LN0048  HISTORY     - Date     Condition        Report By
 LN0048  HISTORY     - 1962     MONUMENTED       CGS
 LN0048  HISTORY     - 1982     GOOD             USGS
 LN0048
 LN0048                          STATION DESCRIPTION
 LN0048
 LN0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0048'5.25 MI N FROM ELK SPRINGS.
 LN0048'0.15 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT ELK
 LN0048'SPRINGS, THENCE 0.2 MILE WEST ALONG COUNTY ROAD 14, THENCE 1.45 MILES
 LN0048'NORTH ALONG A GRADED ROAD, THENCE 3.45 MILES NORTH ALONG A TRACK ROAD,
 LN0048'54 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 76 FEET
 LN0048'SOUTHEAST OF A WATER HOLE, 2.3 FEET SOUTH OF A WITNESS POST, ABOUT
 LN0048'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LN0048'0.3 FOOT ABOVE THE GROUND.
 LN0048
 LN0048                          STATION RECOVERY (1982)
 LN0048
 LN0048'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LN0048'ELK SPRINGS, 5.25 MILES NORTH, 0.2 MILES SOUTHWEST ALONG US. HWY. 40
 LN0048'FROM THE STATE HWY. SHOP AT ELK SPRINGS, THENCE 0.35 MILE WEST ALONG
 LN0048'BEAR VALLEY ROAD, THENCE 5.75 MILES NORTH ALONG A RANCH ROAD, 0.1
 LN0048'MILES SOUTH OF A DRAIN X-ING, 30 YARDS SOUHTEAST OF A SMALL POND, 54
 LN0048'FT. SOUTHEAST OF ROAD, 2.3 FT. SOUTH OF A WITNESS POST, SET IN THE
 LN0048'TOP OF A CONCRETE POST PROJECTING 0.3 FT. ABOVE GROUND, A STANDARD
 LN0048'DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0040 ***********************************************************************
 LN0040  DESIGNATION -  G 382
 LN0040  PID         -  LN0040
 LN0040  STATE/COUNTY-  CO/MOFFAT
 LN0040  USGS QUAD   -  TWELVEMILE MESA (1986)
 LN0040
 LN0040                         *CURRENT SURVEY CONTROL
 LN0040  ___________________________________________________________________
 LN0040* NAD 83(1986)-  40 29 39.     (N)    108 25 20.     (W)     SCALED    
 LN0040* NAVD 88     -      1726.097  (meters)    5663.04   (feet)  ADJUSTED  
 LN0040  ___________________________________________________________________
 LN0040  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 LN0040  DYNAMIC HT  -        1724.477 (meters)    5657.72  (feet)  COMP
 LN0040  MODELED GRAV-     979,626.6   (mgal)                       NAVD 88
 LN0040
 LN0040  VERT ORDER  -  SECOND    CLASS 0
 LN0040
 LN0040.The horizontal coordinates were scaled from a topographic map and have
 LN0040.an estimated accuracy of +/- 6 seconds.
 LN0040
 LN0040.The orthometric height was determined by differential leveling
 LN0040.and adjusted by the National Geodetic Survey in June 1991..
 LN0040
 LN0040.The geoid height was determined by GEOID03.
 LN0040
 LN0040.The dynamic height is computed by dividing the NAVD 88
 LN0040.geopotential number by the normal gravity value computed on the
 LN0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0040.degrees latitude (g = 980.6199 gals.).
 LN0040
 LN0040.The modeled gravity was interpolated from observed gravity values.
 LN0040
 LN0040;                    North         East    Units  Estimated Accuracy
 LN0040;SPC CO N     -   437,770.      666,720.      MT  (+/- 180 meters Scaled)
 LN0040
 LN0040                          SUPERSEDED SURVEY CONTROL
 LN0040
 LN0040  NGVD 29 (??/??/92) 1724.807  (m)         5658.80   (f) ADJ UNCH    2 0
 LN0040
 LN0040.Superseded values are not recommended for survey control.
 LN0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0040.See file dsdata.txt to determine how the superseded data were derived.
 LN0040
 LN0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK184858(NAD 83)
 LN0040_MARKER: DB = BENCH MARK DISK
 LN0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0040_STAMPING: G 382 1962
 LN0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0040+STABILITY: SURFACE MOTION
 LN0040
 LN0040  HISTORY     - Date     Condition        Report By
 LN0040  HISTORY     - 1962     MONUMENTED       CGS
 LN0040  HISTORY     - 1982     GOOD             USGS
 LN0040
 LN0040                          STATION DESCRIPTION
 LN0040
 LN0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0040'12.7 MI N FROM ELK SPRINGS.
 LN0040'0.15 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT ELK
 LN0040'SPRINGS, THENCE 0.2 MILE WEST ALONG COUNTY ROAD 14, THENCE 1.45 MILES
 LN0040'NORTH ALONG A GRADED ROAD, THENCE 10.9 MILES NORTH ALONG A TRACK ROAD,
 LN0040'42 FEET EAST OF THE CENTER LINE OF THE ROAD, 64 FEET EAST AND ACROSS
 LN0040'THE ROAD FROM THE EAST BANK OF SNAKE RIVER, 1.0 FOOT EAST OF A WITNESS
 LN0040'POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A
 LN0040'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 LN0040
 LN0040                          STATION RECOVERY (1982)
 LN0040
 LN0040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LN0040'ELK SPRING, 12.7 MILES NORTH, 16.4 MILES SOUTHWEST ALONG U.S. HWY. 40
 LN0040'FROM MAYBELL, THENCE 6.5 MILES NORTHWEST ALONG DEER LODGE PARK ROAD,
 LN0040'THENCE 3.05 MILES NORTH ALONG COUNTY ROAD 25, 0.1 MILES NORTH OF A
 LN0040'CULVERT AT A BEND IN THE ROAD, 40 FT. EAST OF THE EAST BANK OF THE
 LN0040'LITTLE SNAKE RIVER, 25 FT. EAST OF AND 1 FT. HIGHER THAN ROAD, 1 FT.
 LN0040'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING
 LN0040'0.2 FT. ABOVE GROUND. A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0572 ***********************************************************************
 KL0572  DESIGNATION -  G 383
 KL0572  PID         -  KL0572
 KL0572  STATE/COUNTY-  CO/RIO BLANCO
 KL0572  USGS QUAD   -  VEATCH GULCH (1987)
 KL0572
 KL0572                         *CURRENT SURVEY CONTROL
 KL0572  ___________________________________________________________________
 KL0572* NAD 83(1986)-  39 58 51.     (N)    107 48 51.     (W)     SCALED    
 KL0572* NAVD 88     -      1995.350  (meters)    6546.41   (feet)  ADJUSTED  
 KL0572  ___________________________________________________________________
 KL0572  GEOID HEIGHT-         -14.93  (meters)                     GEOID03
 KL0572  DYNAMIC HT  -        1993.300 (meters)    6539.69  (feet)  COMP
 KL0572  MODELED GRAV-     979,527.7   (mgal)                       NAVD 88
 KL0572
 KL0572  VERT ORDER  -  SECOND    CLASS 0
 KL0572
 KL0572.The horizontal coordinates were scaled from a topographic map and have
 KL0572.an estimated accuracy of +/- 6 seconds.
 KL0572
 KL0572.The orthometric height was determined by differential leveling
 KL0572.and adjusted by the National Geodetic Survey in June 1991..
 KL0572
 KL0572.The geoid height was determined by GEOID03.
 KL0572
 KL0572.The dynamic height is computed by dividing the NAVD 88
 KL0572.geopotential number by the normal gravity value computed on the
 KL0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0572.degrees latitude (g = 980.6199 gals.).
 KL0572
 KL0572.The modeled gravity was interpolated from observed gravity values.
 KL0572
 KL0572;                    North         East    Units  Estimated Accuracy
 KL0572;SPC CO N     -   379,270.      716,760.      MT  (+/- 180 meters Scaled)
 KL0572
 KL0572                          SUPERSEDED SURVEY CONTROL
 KL0572
 KL0572  NGVD 29 (??/??/92) 1994.034  (m)         6542.09   (f) ADJ UNCH    2 0
 KL0572
 KL0572.Superseded values are not recommended for survey control.
 KL0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0572.See file dsdata.txt to determine how the superseded data were derived.
 KL0572
 KL0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBE596294(NAD 83)
 KL0572_MARKER: DB = BENCH MARK DISK
 KL0572_SETTING: 66 = SET IN ROCK OUTCROP
 KL0572_SP_SET: OUTCROP
 KL0572_STAMPING: G 383 1966
 KL0572_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0572+STABILITY: POSITION/ELEVATION WELL
 KL0572
 KL0572  HISTORY     - Date     Condition        Report By
 KL0572  HISTORY     - 1966     MONUMENTED       CGS
 KL0572
 KL0572                          STATION DESCRIPTION
 KL0572
 KL0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KL0572'8.6 MI SE FROM MEEKER.
 KL0572'1.7 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE FIRE STATION AT
 KL0572'MEEKER, THENCE 6.9 MILES SOUTHEAST ALONG STATE HIGHWAY 132, SET
 KL0572'VERTICALLY IN THE WEST FACE OF AN OUTCROP IN A CUT BANK ALONG A
 KL0572'STRAIGHT SECTION OF HIGHWAY, 28 FEET EAST OF THE CENTER LINE OF THE
 KL0572'HIGHWAY, 125 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF A
 KL0572'DRIVEWAY NORTHWEST AND DOWN HILL AND ABOUT 4 FEET ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0465 ***********************************************************************
 LM0465  DESIGNATION -  G 384
 LM0465  PID         -  LM0465
 LM0465  STATE/COUNTY-  CO/RIO BLANCO
 LM0465  USGS QUAD   -  RATTLESNAKE MESA (1966)
 LM0465
 LM0465                         *CURRENT SURVEY CONTROL
 LM0465  ___________________________________________________________________
 LM0465* NAD 83(1986)-  40 06 02.     (N)    107 51 05.     (W)     SCALED    
 LM0465* NAVD 88     -      2083.450  (meters)    6835.45   (feet)  ADJUSTED  
 LM0465  ___________________________________________________________________
 LM0465  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 LM0465  DYNAMIC HT  -        2081.312 (meters)    6828.44  (feet)  COMP
 LM0465  MODELED GRAV-     979,525.0   (mgal)                       NAVD 88
 LM0465
 LM0465  VERT ORDER  -  SECOND    CLASS 0
 LM0465
 LM0465.The horizontal coordinates were scaled from a topographic map and have
 LM0465.an estimated accuracy of +/- 6 seconds.
 LM0465
 LM0465.The orthometric height was determined by differential leveling
 LM0465.and adjusted by the National Geodetic Survey in June 1991..
 LM0465
 LM0465.The geoid height was determined by GEOID03.
 LM0465
 LM0465.The dynamic height is computed by dividing the NAVD 88
 LM0465.geopotential number by the normal gravity value computed on the
 LM0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0465.degrees latitude (g = 980.6199 gals.).
 LM0465
 LM0465.The modeled gravity was interpolated from observed gravity values.
 LM0465
 LM0465;                    North         East    Units  Estimated Accuracy
 LM0465;SPC CO N     -   392,640.      713,930.      MT  (+/- 180 meters Scaled)
 LM0465
 LM0465                          SUPERSEDED SURVEY CONTROL
 LM0465
 LM0465  NGVD 29 (??/??/92) 2082.120  (m)         6831.09   (f) ADJ UNCH    2 0
 LM0465
 LM0465.Superseded values are not recommended for survey control.
 LM0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0465.See file dsdata.txt to determine how the superseded data were derived.
 LM0465
 LM0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE569428(NAD 83)
 LM0465_MARKER: DB = BENCH MARK DISK
 LM0465_SETTING: 66 = SET IN ROCK OUTCROP
 LM0465_SP_SET: SANDSTONE OUTCROP
 LM0465_STAMPING: G 384 1966
 LM0465_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LM0465+STABILITY: POSITION/ELEVATION WELL
 LM0465
 LM0465  HISTORY     - Date     Condition        Report By
 LM0465  HISTORY     - 1966     MONUMENTED       CGS
 LM0465
 LM0465                          STATION DESCRIPTION
 LM0465
 LM0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0465'6.45 MI NE FROM MEEKER.
 LM0465'6.45 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE FIRE STATION AT
 LM0465'MEEKER, IN THE TOP OF A 4 X 8-FOOT SANDSTONE OUTCROP, 52.8 FEET EAST
 LM0465'OF THE CENTER LINE OF THE HIGHWAY, 22.2 FEET WEST OF A WITNESS POST,
 LM0465'22.4 FEET WEST OF A FENCE, 127.3 FEET NORTH-NORTHEAST OF BENCH MARK
 LM0465'6826.37(SHD), ABOUT LEVEL WITH THE HIGHWAY AND ABOUT 0.3 FOOT ABOVE
 LM0465'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE7676 ***********************************************************************
 AE7676  DESIGNATION -  G 385 RESET
 AE7676  PID         -  AE7676
 AE7676  STATE/COUNTY-  CO/ROUTT
 AE7676  USGS QUAD   -  YAMPA (1972)
 AE7676
 AE7676                         *CURRENT SURVEY CONTROL
 AE7676  ___________________________________________________________________
 AE7676* NAD 83(1986)-  40 13 39.     (N)    106 56 32.     (W)     SCALED    
 AE7676* NAVD 88     -      2274.10   (meters)    7460.9    (feet)  RESET     
 AE7676  ___________________________________________________________________
 AE7676  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 AE7676
 AE7676  VERT ORDER  -  THIRD
 AE7676
 AE7676.The horizontal coordinates were scaled from a topographic map and have
 AE7676.an estimated accuracy of +/- 6 seconds.
 AE7676
 AE7676.The orthometric height was computed from unverified reset data.
 AE7676
 AE7676.The geoid height was determined by GEOID03.
 AE7676
 AE7676;                    North         East    Units  Estimated Accuracy
 AE7676;SPC CO N     -   405,080.      791,670.      MT  (+/- 180 meters Scaled)
 AE7676
 AE7676                          SUPERSEDED SURVEY CONTROL
 AE7676
 AE7676.No superseded survey control is available for this station.
 AE7676
 AE7676_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE347548(NAD 83)
 AE7676_MARKER: DV = VERTICAL CONTROL DISK
 AE7676_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AE7676_SP_SET: CULVERT HEADWALL
 AE7676_STAMPING: G 385 RESET 1993
 AE7676_MARK LOGO: NGS   
 AE7676_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE7676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7676+STABILITY: SURFACE MOTION
 AE7676
 AE7676  HISTORY     - Date     Condition        Report By
 AE7676  HISTORY     - 1993     MONUMENTED       CODOT
 AE7676
 AE7676                          STATION DESCRIPTION
 AE7676
 AE7676'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1993 (LMJ)
 AE7676'0.4 MI (0.6 KM) SOUTHEASTERLY FROM THE POST OFFICE AT PHILLIPSBURG
 AE7676'ALONG STATE HIGHWAY 131 TO A SIDE ROAD RIGHT, ROUTT COUNTY ROAD 17,
 AE7676'AND THE STATION ON THE RIGHT, JUST PAST THE COUNTY ROAD.  AT STATE
 AE7676'HIGHWAY 131 MILEPOST 47.9.  THE MARK IS A STANDARD BENCH MARK DISK SET
 AE7676'INTO THE TOP OF THE SOUTHWEST END OF A CONCRETE HEADWALL FOR AN
 AE7676'84-INCH CORREGATED METAL PIPE CULVERT UNDER STATE HIGHWAY 131 AND USED
 AE7676'FOR HUNT CREEK.  IT IS 50.0 M (164.0 FT) EAST FROM COUNTY ROAD 17,
 AE7676'14.3 M (46.9 FT) SOUTH FROM THE CENTER LINE OF STATE HIGHWAY 131 AND
 AE7676'0.6 M (2.0 FT) FROM THE WESTERN END OF THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0416 ***********************************************************************
 LM0416  DESIGNATION -  G 386
 LM0416  PID         -  LM0416
 LM0416  STATE/COUNTY-  CO/RIO BLANCO
 LM0416  USGS QUAD   -  DUNCKLEY PASS (1966)
 LM0416
 LM0416                         *CURRENT SURVEY CONTROL
 LM0416  ___________________________________________________________________
 LM0416* NAD 83(1986)-  40 12 06.     (N)    107 09 31.     (W)     SCALED    
 LM0416* NAVD 88     -      2977.184  (meters)    9767.64   (feet)  ADJUSTED  
 LM0416  ___________________________________________________________________
 LM0416  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 LM0416  DYNAMIC HT  -        2974.102 (meters)    9757.53  (feet)  COMP
 LM0416  MODELED GRAV-     979,478.5   (mgal)                       NAVD 88
 LM0416
 LM0416  VERT ORDER  -  SECOND    CLASS 0
 LM0416
 LM0416.The horizontal coordinates were scaled from a topographic map and have
 LM0416.an estimated accuracy of +/- 6 seconds.
 LM0416
 LM0416.The orthometric height was determined by differential leveling
 LM0416.and adjusted by the National Geodetic Survey in June 1991..
 LM0416
 LM0416.The geoid height was determined by GEOID03.
 LM0416
 LM0416.The dynamic height is computed by dividing the NAVD 88
 LM0416.geopotential number by the normal gravity value computed on the
 LM0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0416.degrees latitude (g = 980.6199 gals.).
 LM0416
 LM0416.The modeled gravity was interpolated from observed gravity values.
 LM0416
 LM0416;                    North         East    Units  Estimated Accuracy
 LM0416;SPC CO N     -   402,530.      773,200.      MT  (+/- 180 meters Scaled)
 LM0416
 LM0416                          SUPERSEDED SURVEY CONTROL
 LM0416
 LM0416  NGVD 29 (??/??/92) 2975.916  (m)         9763.48   (f) ADJ UNCH    2 0
 LM0416
 LM0416.Superseded values are not recommended for survey control.
 LM0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0416.See file dsdata.txt to determine how the superseded data were derived.
 LM0416
 LM0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE162523(NAD 83)
 LM0416_MARKER: DD = SURVEY DISK
 LM0416_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0416_SP_SET: CULVERT
 LM0416_STAMPING: G 386 1966
 LM0416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0416
 LM0416  HISTORY     - Date     Condition        Report By
 LM0416  HISTORY     - 1966     MONUMENTED       BPR
 LM0416  HISTORY     - 1966     GOOD             NGS
 LM0416
 LM0416                          STATION DESCRIPTION
 LM0416
 LM0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 LM0416'16.75 MI W FROM PHIPPSBURG.
 LM0416'16.75 MILES WEST ALONG STATE HIGHWAY 132 FROM THE JUNCTION OF STATE
 LM0416'HIGHWAY 131 AT PHIPPSBURG, AT THE SUMMIT OF DUNCKLEY PASS, IN THE TOP
 LM0416'AND 4.5 FEET NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL
 LM0416'OF A 24-INCH PIPE CULVERT, 19 FEET NORTHWEST OF THE CENTER LINE OF THE
 LM0416'HIGHWAY, 192 FEET NORTH OF THE NORTHEAST END OF A SIGN DUNCKLEY PASS
 LM0416'ELEV. 9,990, ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0392 ***********************************************************************
 LM0392  DESIGNATION -  G 387
 LM0392  PID         -  LM0392
 LM0392  STATE/COUNTY-  CO/RIO BLANCO
 LM0392  USGS QUAD   -  DUNCKLEY PASS (1966)
 LM0392
 LM0392                         *CURRENT SURVEY CONTROL
 LM0392  ___________________________________________________________________
 LM0392* NAD 83(1986)-  40 08 48.     (N)    107 14 49.     (W)     SCALED    
 LM0392* NAVD 88     -      2744.675  (meters)    9004.82   (feet)  ADJUSTED  
 LM0392  ___________________________________________________________________
 LM0392  GEOID HEIGHT-         -12.59  (meters)                     GEOID03
 LM0392  DYNAMIC HT  -        2741.575 (meters)    8994.65  (feet)  COMP
 LM0392  MODELED GRAV-     979,396.2   (mgal)                       NAVD 88
 LM0392
 LM0392  VERT ORDER  -  SECOND    CLASS 0
 LM0392
 LM0392.The horizontal coordinates were scaled from a topographic map and have
 LM0392.an estimated accuracy of +/- 6 seconds.
 LM0392
 LM0392.The orthometric height was determined by differential leveling
 LM0392.and adjusted by the National Geodetic Survey in June 1991..
 LM0392
 LM0392.The geoid height was determined by GEOID03.
 LM0392
 LM0392.The dynamic height is computed by dividing the NAVD 88
 LM0392.geopotential number by the normal gravity value computed on the
 LM0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0392.degrees latitude (g = 980.6199 gals.).
 LM0392
 LM0392.The modeled gravity was interpolated from observed gravity values.
 LM0392
 LM0392;                    North         East    Units  Estimated Accuracy
 LM0392;SPC CO N     -   396,570.      765,560.      MT  (+/- 180 meters Scaled)
 LM0392
 LM0392                          SUPERSEDED SURVEY CONTROL
 LM0392
 LM0392  NGVD 29 (??/??/92) 2743.145  (m)         8999.80   (f) ADJ UNCH    2 0
 LM0392
 LM0392.Superseded values are not recommended for survey control.
 LM0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0392.See file dsdata.txt to determine how the superseded data were derived.
 LM0392
 LM0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE086464(NAD 83)
 LM0392_MARKER: DB = BENCH MARK DISK
 LM0392_SETTING: 66 = SET IN ROCK OUTCROP
 LM0392_SP_SET: OUTCROP
 LM0392_STAMPING: G 387 1966
 LM0392_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LM0392+STABILITY: POSITION/ELEVATION WELL
 LM0392
 LM0392  HISTORY     - Date     Condition        Report By
 LM0392  HISTORY     - 1966     MONUMENTED       CGS
 LM0392
 LM0392                          STATION DESCRIPTION
 LM0392
 LM0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0392'28.85 MI NE FROM BUFORD.
 LM0392'28.85 MILES NORTHEAST ALONG STATE HIGHWAY 132 FROM THE STORE AND POST
 LM0392'OFFICE AT BUFORD, 0.3 MILE WEST OF POOSE CREEK, AT THE JUNCTION OF A
 LM0392'DIRT ROAD NORTHWEST, IN THE TOP OF A 3 X 6-FOOT EXPOSED PORTION OF AN
 LM0392'OUTCROP, 64 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 63 FEET
 LM0392'SOUTHWEST OF THE CENTER LINE OF A ROAD NORTHWEST, 11.4 FEET WEST OF A
 LM0392'WITNESS POST, ABOUT 2 FEET HIGHER THAN THE HIGHWAY AND 1 FOOT ABOVE
 LM0392'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0053 ***********************************************************************
 HJ0053  DESIGNATION -  G 39
 HJ0053  PID         -  HJ0053
 HJ0053  STATE/COUNTY-  CO/BACA
 HJ0053  USGS QUAD   -  CAMPO NE (1978)
 HJ0053
 HJ0053                         *CURRENT SURVEY CONTROL
 HJ0053  ___________________________________________________________________
 HJ0053* NAD 83(1986)-  37 08 55.     (N)    102 36 02.     (W)     SCALED    
 HJ0053* NAVD 88     -      1334.573  (meters)    4378.51   (feet)  ADJUSTED  
 HJ0053  ___________________________________________________________________
 HJ0053  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 HJ0053  DYNAMIC HT  -        1333.126 (meters)    4373.76  (feet)  COMP
 HJ0053  MODELED GRAV-     979,499.9   (mgal)                       NAVD 88
 HJ0053
 HJ0053  VERT ORDER  -  FIRST     CLASS II
 HJ0053
 HJ0053.The horizontal coordinates were scaled from a topographic map and have
 HJ0053.an estimated accuracy of +/- 6 seconds.
 HJ0053
 HJ0053.The orthometric height was determined by differential leveling
 HJ0053.and adjusted by the National Geodetic Survey in June 1991..
 HJ0053
 HJ0053.The geoid height was determined by GEOID03.
 HJ0053
 HJ0053.The dynamic height is computed by dividing the NAVD 88
 HJ0053.geopotential number by the normal gravity value computed on the
 HJ0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0053.degrees latitude (g = 980.6199 gals.).
 HJ0053
 HJ0053.The modeled gravity was interpolated from observed gravity values.
 HJ0053
 HJ0053;                    North         East    Units  Estimated Accuracy
 HJ0053;SPC CO S     -   362,290.    1,171,950.      MT  (+/- 180 meters Scaled)
 HJ0053
 HJ0053                          SUPERSEDED SURVEY CONTROL
 HJ0053
 HJ0053  NGVD 29 (??/??/92) 1333.949  (m)         4376.46   (f) ADJ UNCH    1 2
 HJ0053
 HJ0053.Superseded values are not recommended for survey control.
 HJ0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0053.See file dsdata.txt to determine how the superseded data were derived.
 HJ0053
 HJ0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB130140(NAD 83)
 HJ0053_MARKER: DB = BENCH MARK DISK
 HJ0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0053_STAMPING: G 39 1933
 HJ0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0053+STABILITY: SURFACE MOTION
 HJ0053
 HJ0053  HISTORY     - Date     Condition        Report By
 HJ0053  HISTORY     - 1933     MONUMENTED       CGS
 HJ0053  HISTORY     - 1949     GOOD             NGS
 HJ0053  HISTORY     - 1973     GOOD             NGS
 HJ0053  HISTORY     - 1973     GOOD             USGS
 HJ0053  HISTORY     - 1973     GOOD             USGS
 HJ0053  HISTORY     - 1985     MARK NOT FOUND   NGS
 HJ0053
 HJ0053                          STATION DESCRIPTION
 HJ0053
 HJ0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HJ0053'4.3 MI N FROM CAMPO.
 HJ0053'4.3 MILES NORTH ALONG U.S. HIGHWAY 287 FROM CAMPO, BACA COUNTY, ON
 HJ0053'THE OLD HIGHWAY, 0.7 MILE EAST OF A CURVE TO THE EAST, 0.3 MILE
 HJ0053'WEST OF A ROAD LEADING NORTH, 47 FEET SOUTH OF THE CENTERLINE OF
 HJ0053'THE ROAD, AND 2 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED
 HJ0053'G 39 1933 AND SET IN THE TOP OF A CONCRETE POST.  NOTE--IT WAS
 HJ0053'REPORTED IN OCTOBER 1949 THAT THIS MARK MAY BE REACHED FROM CAMPO
 HJ0053'BY GOING 3 MILES NORTH AND 1.3 MILES WEST ALONG THE HIGHWAY.
 HJ0053
 HJ0053                          STATION RECOVERY (1973)
 HJ0053
 HJ0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HJ0053'RECOVERED IN GOOD CONDITION.
 HJ0053
 HJ0053                          STATION RECOVERY (1973)
 HJ0053
 HJ0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HJ0053'4.3 MILES NORTHWEST FROM CAMPO. TO REACH, GO 3.0 MILES NORTH OF CAMPO
 HJ0053'ON A DIRT ROAD, THENCE 1.2 MILES WEST ON DIRT ROAD. THE MARK IS 0.2
 HJ0053'MILES WEST OF A T-RD. NORTH. 47 FEET SOUTH OF CENTERLINE OF THE ROAD
 HJ0053'AND 2 FEET SOUTH OF A FENCE. A STANDARD DISK, STAMPED G 39 1933 AND
 HJ0053'SET IN THE TOP OF A CONCRETE POST. (1,333.949 METERS OR 4,376.464
 HJ0053'FT.).
 HJ0053
 HJ0053                          STATION RECOVERY (1973)
 HJ0053
 HJ0053'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 HJ0053'4.3 MILES NORTHWEST FROM CAMPO. TO REACH, GO 3.0 MILES NORTH OF CAMPO
 HJ0053'ON A DIRT ROAD, THENCE 1.2 MILES WEST ON DIRT ROAD. THE MARK IS 0.2
 HJ0053'MILES WEST OF A T-RD. NORTH. 47 FEET SOUTH OF CENTERLINE OF THE ROAD
 HJ0053'AND 2 FEET SOUTH OF A FENCE. A STANDARD DISK, STAMPED G 39 1933 AND
 HJ0053'SET IN THE TOP OF A CONCRETE POST. (1,333.949 METERS OR 4,376.464
 HJ0053'FT.).
 HJ0053
 HJ0053                          STATION RECOVERY (1985)
 HJ0053
 HJ0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HJ0053'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1108 ***********************************************************************
 LL1108  DESIGNATION -  G 390
 LL1108  PID         -  LL1108
 LL1108  STATE/COUNTY-  CO/WELD
 LL1108  USGS QUAD   -  DOVER (1972)
 LL1108
 LL1108                         *CURRENT SURVEY CONTROL
 LL1108  ___________________________________________________________________
 LL1108* NAD 83(1986)-  40 46 36.     (N)    104 47 28.     (W)     SCALED    
 LL1108* NAVD 88     -      1631.665  (meters)    5353.22   (feet)  ADJUSTED  
 LL1108  ___________________________________________________________________
 LL1108  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 LL1108  DYNAMIC HT  -        1630.269 (meters)    5348.64  (feet)  COMP
 LL1108  MODELED GRAV-     979,711.5   (mgal)                       NAVD 88
 LL1108
 LL1108  VERT ORDER  -  FIRST     CLASS II
 LL1108
 LL1108.The horizontal coordinates were scaled from a topographic map and have
 LL1108.an estimated accuracy of +/- 6 seconds.
 LL1108
 LL1108.The orthometric height was determined by differential leveling
 LL1108.and adjusted by the National Geodetic Survey in June 1991..
 LL1108
 LL1108.The geoid height was determined by GEOID03.
 LL1108
 LL1108.The dynamic height is computed by dividing the NAVD 88
 LL1108.geopotential number by the normal gravity value computed on the
 LL1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1108.degrees latitude (g = 980.6199 gals.).
 LL1108
 LL1108.The modeled gravity was interpolated from observed gravity values.
 LL1108
 LL1108;                    North         East    Units  Estimated Accuracy
 LL1108;SPC CO N     -   465,300.      974,240.      MT  (+/- 180 meters Scaled)
 LL1108
 LL1108                          SUPERSEDED SURVEY CONTROL
 LL1108
 LL1108  NGVD 29 (06/08/92) 1630.735  (m)         5350.17   (f) ADJUSTED    1 2
 LL1108
 LL1108.Superseded values are not recommended for survey control.
 LL1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1108.See file dsdata.txt to determine how the superseded data were derived.
 LL1108
 LL1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF176139(NAD 83)
 LL1108_MARKER: I = METAL ROD
 LL1108_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LL1108+WITH SETTING: INFORMATION.
 LL1108_SP_SET: SHALLOW SET METAL ROD
 LL1108_STAMPING: G 390 1983
 LL1108_MARK LOGO: NGS   
 LL1108_PROJECTION: FLUSH
 LL1108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1108_ROD/PIPE-DEPTH: 1.2  meters
 LL1108
 LL1108  HISTORY     - Date     Condition        Report By
 LL1108  HISTORY     - 1983     MONUMENTED       NGS
 LL1108
 LL1108                          STATION DESCRIPTION
 LL1108
 LL1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LL1108'40.1 KM (24.9 MI) NORTH FROM GREELEY.
 LL1108'35.6 KM (22.1 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL1108'STATION IN GREELEY, THENCE 4.5 KM (2.8 MI) NORTHERLY ALONG U.S.
 LL1108'HIGHWAY 85 OR 38.9 KM (24.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM
 LL1108'ITS JUNCTION WITH INTERSTATE HIGHWAY 80 IN CHEYENNE, 0.9 KM (0.55 MI)
 LL1108'NORTH OF COUNTY ROAD 108, 0.4 KM (0.25 MI) SOUTH OF MILEPOST 294, AND
 LL1108'29.3 METERS (96.1 FT) EAST OF THE CENTERLINE OF U.S. HIGHWAY 85.
 LL1108'NOTE--REFUSAL WAS REACHED AT 4.0 FEET.  ACCESS TO THE DATUM POINT IS
 LL1108'THROUGH A 5-INCH LOGO CAP.
 LL1108'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 LL1108'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0997 ***********************************************************************
 LL0997  DESIGNATION -  G 391
 LL0997  PID         -  LL0997
 LL0997  STATE/COUNTY-  CO/WELD
 LL0997  USGS QUAD   -  MILLIKEN (1969)
 LL0997
 LL0997                         *CURRENT SURVEY CONTROL
 LL0997  ___________________________________________________________________
 LL0997* NAD 83(1986)-  40 17 24.     (N)    104 46 00.     (W)     SCALED    
 LL0997* NAVD 88     -      1444.427  (meters)    4738.92   (feet)  ADJUSTED  
 LL0997  ___________________________________________________________________
 LL0997  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 LL0997  DYNAMIC HT  -        1443.164 (meters)    4734.78  (feet)  COMP
 LL0997  MODELED GRAV-     979,701.0   (mgal)                       NAVD 88
 LL0997
 LL0997  VERT ORDER  -  FIRST     CLASS II
 LL0997
 LL0997.The horizontal coordinates were scaled from a topographic map and have
 LL0997.an estimated accuracy of +/- 6 seconds.
 LL0997
 LL0997.The orthometric height was determined by differential leveling
 LL0997.and adjusted by the National Geodetic Survey in June 1991..
 LL0997
 LL0997.The geoid height was determined by GEOID03.
 LL0997
 LL0997.The dynamic height is computed by dividing the NAVD 88
 LL0997.geopotential number by the normal gravity value computed on the
 LL0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0997.degrees latitude (g = 980.6199 gals.).
 LL0997
 LL0997.The modeled gravity was interpolated from observed gravity values.
 LL0997
 LL0997;                    North         East    Units  Estimated Accuracy
 LL0997;SPC CO N     -   411,280.      976,760.      MT  (+/- 180 meters Scaled)
 LL0997
 LL0997                          SUPERSEDED SURVEY CONTROL
 LL0997
 LL0997  NGVD 29 (??/??/??) 1443.538  (m)         4736.01   (f) ADJUSTED    1 2
 LL0997
 LL0997.Superseded values are not recommended for survey control.
 LL0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0997.See file dsdata.txt to determine how the superseded data were derived.
 LL0997
 LL0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE198599(NAD 83)
 LL0997_MARKER: I = METAL ROD
 LL0997_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL0997_SP_SET: STAINLESS STEEL ROD
 LL0997_STAMPING: G 391 1983
 LL0997_MARK LOGO: NGS   
 LL0997_PROJECTION: FLUSH
 LL0997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0997+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2005
 LL0997_ROD/PIPE-DEPTH: 13.4 meters
 LL0997
 LL0997  HISTORY     - Date     Condition        Report By
 LL0997  HISTORY     - 1983     MONUMENTED       NGS
 LL0997  HISTORY     - 20050812 GOOD             USPSQD
 LL0997
 LL0997                          STATION DESCRIPTION
 LL0997
 LL0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LL0997'8.1 KM (5.05 MI) SW FROM LA SALLE.
 LL0997'8.1 KM (5.05 MI) SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 LL0997'THE STATION IN LA SALLE, 119.0 METERS (390.4 FT) NORTHEAST OF MILEPOST
 LL0997'41, 60.0 METERS (196.8 FT) NORTHEAST OF THE CENTER OF COUNTY ROAD 42,
 LL0997'11.2 METERS (36.7 FT) SOUTHEAST OF THE NEAR RAIL, AND 0.9 METER
 LL0997'(3.0 FT) SOUTHWEST OF A UTILITY POLE.
 LL0997'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 LL0997'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 LL0997
 LL0997                          STATION RECOVERY (2005)
 LL0997
 LL0997'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 LL0997'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1539 ***********************************************************************
 KK1539  DESIGNATION -  G 392
 KK1539  PID         -  KK1539
 KK1539  STATE/COUNTY-  CO/DENVER
 KK1539  USGS QUAD   -  COMMERCE CITY (1994)
 KK1539
 KK1539                         *CURRENT SURVEY CONTROL
 KK1539  ___________________________________________________________________
 KK1539* NAD 83(1986)-  39 46 15.     (N)    104 53 02.     (W)     SCALED    
 KK1539* NAVD 88     -      1612.577  (meters)    5290.60   (feet)  ADJUSTED  
 KK1539  ___________________________________________________________________
 KK1539  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 KK1539  DYNAMIC HT  -        1611.049 (meters)    5285.58  (feet)  COMP
 KK1539  MODELED GRAV-     979,622.6   (mgal)                       NAVD 88
 KK1539
 KK1539  VERT ORDER  -  FIRST     CLASS II
 KK1539
 KK1539.The horizontal coordinates were scaled from a topographic map and have
 KK1539.an estimated accuracy of +/- 6 seconds.
 KK1539
 KK1539.The orthometric height was determined by differential leveling
 KK1539.and adjusted by the National Geodetic Survey in June 1991..
 KK1539
 KK1539.The geoid height was determined by GEOID03.
 KK1539
 KK1539.The dynamic height is computed by dividing the NAVD 88
 KK1539.geopotential number by the normal gravity value computed on the
 KK1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1539.degrees latitude (g = 980.6199 gals.).
 KK1539
 KK1539.The modeled gravity was interpolated from observed gravity values.
 KK1539
 KK1539;                    North         East    Units  Estimated Accuracy
 KK1539;SPC CO C     -   520,060.      967,190.      MT  (+/- 180 meters Scaled)
 KK1539
 KK1539                          SUPERSEDED SURVEY CONTROL
 KK1539
 KK1539  NGVD 29 (??/??/??) 1611.684  (m)         5287.67   (f) ADJUSTED    1 2
 KK1539
 KK1539.Superseded values are not recommended for survey control.
 KK1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1539.See file dsdata.txt to determine how the superseded data were derived.
 KK1539
 KK1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE099023(NAD 83)
 KK1539_MARKER: I = METAL ROD
 KK1539_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1539_SP_SET: STAINLESS STEEL ROD
 KK1539_STAMPING: G 392 1983
 KK1539_MARK LOGO: NGS   
 KK1539_PROJECTION: FLUSH
 KK1539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1539_ROD/PIPE-DEPTH: 17.4 meters
 KK1539
 KK1539  HISTORY     - Date     Condition        Report By
 KK1539  HISTORY     - 1983     MONUMENTED       NGS
 KK1539
 KK1539                          STATION DESCRIPTION
 KK1539
 KK1539'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1539'IN DENVER.
 KK1539'IN DENVER, ON PROPERTY OF THE STAPLETON INTERNATIONAL AIRPORT, AT THE
 KK1539'JUNCTION OF THE UNION PACIFIC RAILROAD AND TAXIWAY L, 35.6 METERS
 KK1539'(116.8 FT) NORTH OF THE NEAR RAIL, 26.5 METERS (86.9 FT) WEST OF THE
 KK1539'CENTERLINE OF THE TAXIWAY, 22.5 METERS (73.8 FT) SOUTH OF THE CENTER
 KK1539'OF A PAVED ROAD LEADING NORTHWEST, 4.2 METERS (13.8 FT) NORTHEAST OF
 KK1539'THE NORTHEAST CORNER OF A 4 BY 4 FOOT STEEL GRATE OF A STORM SEWER
 KK1539'DRAIN, AND 3.0 METERS (9.8 FT) WEST OF THE WEST EDGE OF THE TAXIWAY.
 KK1539'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1539'THE MARK IS 0.8 METERS  E FROM A WITNESS POST.
 KK1539'THE MARK IS ABOVE LEVEL WITH THE TAXIWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4395 ***********************************************************************
 DG4395  DESIGNATION -  G 392 RESET
 DG4395  PID         -  DG4395
 DG4395  STATE/COUNTY-  CO/DENVER
 DG4395  USGS QUAD   -  COMMERCE CITY (1994)
 DG4395
 DG4395                         *CURRENT SURVEY CONTROL
 DG4395  ___________________________________________________________________
 DG4395* NAD 83(1986)-  39 46 15.     (N)    104 53 02.     (W)     SCALED    
 DG4395* NAVD 88     -      1604.10   (meters)    5262.8    (feet)  RESET     
 DG4395  ___________________________________________________________________
 DG4395  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 DG4395
 DG4395  VERT ORDER  -  THIRD
 DG4395
 DG4395.The horizontal coordinates were scaled from a topographic map and have
 DG4395.an estimated accuracy of +/- 6 seconds.
 DG4395
 DG4395.The orthometric height was computed from unverified reset data.
 DG4395.No vertical observational check was made to the station.
 DG4395
 DG4395.The geoid height was determined by GEOID03.
 DG4395
 DG4395;                    North         East    Units  Estimated Accuracy
 DG4395;SPC CO C     -   520,060.      967,190.      MT  (+/- 180 meters Scaled)
 DG4395
 DG4395                          SUPERSEDED SURVEY CONTROL
 DG4395
 DG4395.No superseded survey control is available for this station.
 DG4395
 DG4395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE099023(NAD 83)
 DG4395_MARKER: DV = VERTICAL CONTROL DISK
 DG4395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4395_STAMPING: G 392 RESET 2003
 DG4395_MARK LOGO: NGS   
 DG4395_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 DG4395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4395+STABILITY: SURFACE MOTION
 DG4395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4395+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DG4395
 DG4395  HISTORY     - Date     Condition        Report By
 DG4395  HISTORY     - 2003     MONUMENTED       LOCSUR
 DG4395
 DG4395                          STATION DESCRIPTION
 DG4395
 DG4395'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2003 (ZG)
 DG4395'IN DENVER, ON THE PROPERTY OF THE FORMER STAPLETON INTERNATIONAL
 DG4395'AIRPORT. TO REACH FROM THE INTERSECTION OF QUEBEC AND SMITH ROAD, GO
 DG4395'EAST ON SMITH ROAD FOR 0.8 MILE TO THE GATE, PROCEED THROUGH GATE FOR
 DG4395'0.1 MILE TO STATION.  SMITH ROAD TURNS TO THE NORTH AND ENDS AT
 DG4395'RAILROAD TRACKS,  STATION IS APPROX. 72 FEET EAST OF THE EASTERLY EDGE
 DG4395'OF THE ASPHALT ON SMITH ROAD, 102.0 FEET OF THE CENTERLINE OF RAILROAD
 DG4395'TRACKS, 33.70 FEET SOUTHEAST OF A NUMBER 5 REBAR ALUMINUM CAP STAMPED
 DG4395'FLATIRONS SURVEYING 164016, 94.0 FEET SOUTHWEST OF A NAIL WITH BRASS
 DG4395'DISC IN POWERPOLE MARKED FLATIORONS SURVEYING 164016, 77.45 FEET
 DG4395'NORTHWEST OF A NAIL WITH BRASS DISC ON POWERPOLE MARKED FLATIRONS
 DG4395'SURVEYING 164016.  STATION IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1282 ***********************************************************************
 KK1282  DESIGNATION -  G 393
 KK1282  PID         -  KK1282
 KK1282  STATE/COUNTY-  CO/DENVER
 KK1282  USGS QUAD   -  ENGLEWOOD (1997)
 KK1282
 KK1282                         *CURRENT SURVEY CONTROL
 KK1282  ___________________________________________________________________
 KK1282* NAD 83(1986)-  39 42 40.     (N)    104 55 41.     (W)     SCALED    
 KK1282* NAVD 88     -      1656.296  (meters)    5434.03   (feet)  ADJUSTED  
 KK1282  ___________________________________________________________________
 KK1282  GEOID HEIGHT-         -17.29  (meters)                     GEOID03
 KK1282  DYNAMIC HT  -        1654.697 (meters)    5428.79  (feet)  COMP
 KK1282  MODELED GRAV-     979,602.7   (mgal)                       NAVD 88
 KK1282
 KK1282  VERT ORDER  -  FIRST     CLASS II
 KK1282
 KK1282.The horizontal coordinates were scaled from a topographic map and have
 KK1282.an estimated accuracy of +/- 6 seconds.
 KK1282
 KK1282.The orthometric height was determined by differential leveling
 KK1282.and adjusted by the National Geodetic Survey in June 1991..
 KK1282
 KK1282.The geoid height was determined by GEOID03.
 KK1282
 KK1282.The dynamic height is computed by dividing the NAVD 88
 KK1282.geopotential number by the normal gravity value computed on the
 KK1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1282.degrees latitude (g = 980.6199 gals.).
 KK1282
 KK1282.The modeled gravity was interpolated from observed gravity values.
 KK1282
 KK1282;                    North         East    Units  Estimated Accuracy
 KK1282;SPC CO C     -   513,410.      963,450.      MT  (+/- 180 meters Scaled)
 KK1282
 KK1282                          SUPERSEDED SURVEY CONTROL
 KK1282
 KK1282  NGVD 29 (??/??/??) 1655.383  (m)         5431.04   (f) ADJUSTED    1 2
 KK1282
 KK1282.Superseded values are not recommended for survey control.
 KK1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1282.See file dsdata.txt to determine how the superseded data were derived.
 KK1282
 KK1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED061956(NAD 83)
 KK1282_MARKER: I = METAL ROD
 KK1282_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1282_SP_SET: STAINLESS STEEL ROD
 KK1282_STAMPING: G 393 1983
 KK1282_MARK LOGO: NGS   
 KK1282_PROJECTION: FLUSH
 KK1282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1282_ROD/PIPE-DEPTH: 6.7  meters
 KK1282
 KK1282  HISTORY     - Date     Condition        Report By
 KK1282  HISTORY     - 1983     MONUMENTED       NGS
 KK1282
 KK1282                          STATION DESCRIPTION
 KK1282
 KK1282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1282'IN DENVER.
 KK1282'IN DENVER, AT THE JUNCTION OF EAST ALAMEDA AVENUE AND SOUTH FAIRFAX
 KK1282'STREET, 13.4 METERS (44.0 FT) SOUTH OF THE CENTERLINE OF THE WEST
 KK1282'BOUND LANES OF THE AVENUE, 9.7 METERS (31.8 FT) WEST OF THE EXTENDED
 KK1282'CENTER OF THE STREET, 5.8 METERS (19.0 FT) NORTH OF THE CENTERLINE OF
 KK1282'THE EAST BOUND LANES OF THE AVENUE, AND 3.2 METERS (10.5 FT) WEST OF
 KK1282'THE CENTER OF THE MOST WESTERLY 1 OF 2 SIDEWALKS.  NOTE=ACCESS TO THE
 KK1282'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1282'THE MARK IS 0.5 M ABOVE THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1348 ***********************************************************************
 KK1348  DESIGNATION -  G 394
 KK1348  PID         -  KK1348
 KK1348  STATE/COUNTY-  CO/ARAPAHOE
 KK1348  USGS QUAD   -  FORT LOGAN (1994)
 KK1348
 KK1348                         *CURRENT SURVEY CONTROL
 KK1348  ___________________________________________________________________
 KK1348* NAD 83(1986)-  39 39 35.     (N)    105 00 08.     (W)     SCALED    
 KK1348* NAVD 88     -      1607.262  (meters)    5273.16   (feet)  ADJUSTED  
 KK1348  ___________________________________________________________________
 KK1348  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 KK1348  DYNAMIC HT  -        1605.697 (meters)    5268.02  (feet)  COMP
 KK1348  MODELED GRAV-     979,596.7   (mgal)                       NAVD 88
 KK1348
 KK1348  VERT ORDER  -  FIRST     CLASS II
 KK1348
 KK1348.The horizontal coordinates were scaled from a topographic map and have
 KK1348.an estimated accuracy of +/- 6 seconds.
 KK1348
 KK1348.The orthometric height was determined by differential leveling
 KK1348.and adjusted by the National Geodetic Survey in June 1991..
 KK1348
 KK1348.The geoid height was determined by GEOID03.
 KK1348
 KK1348.The dynamic height is computed by dividing the NAVD 88
 KK1348.geopotential number by the normal gravity value computed on the
 KK1348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1348.degrees latitude (g = 980.6199 gals.).
 KK1348
 KK1348.The modeled gravity was interpolated from observed gravity values.
 KK1348
 KK1348;                    North         East    Units  Estimated Accuracy
 KK1348;SPC CO C     -   507,670.      957,120.      MT  (+/- 180 meters Scaled)
 KK1348
 KK1348                          SUPERSEDED SURVEY CONTROL
 KK1348
 KK1348  NGVD 29 (??/??/??) 1606.335  (m)         5270.12   (f) ADJUSTED    1 2
 KK1348
 KK1348.Superseded values are not recommended for survey control.
 KK1348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1348.See file dsdata.txt to determine how the superseded data were derived.
 KK1348
 KK1348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD998899(NAD 83)
 KK1348_MARKER: DB = BENCH MARK DISK
 KK1348_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KK1348_SP_SET: ABUTMENT
 KK1348_STAMPING: G 394 1983
 KK1348_MARK LOGO: NGS   
 KK1348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1348
 KK1348  HISTORY     - Date     Condition        Report By
 KK1348  HISTORY     - 1983     MONUMENTED       NGS
 KK1348  HISTORY     - 1984     GOOD             NGS
 KK1348
 KK1348                          STATION DESCRIPTION
 KK1348
 KK1348'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1348'IN ENGLEWOOD.
 KK1348'IN ENGLEWOOD, IN THE EAST END OF THE NORTH CONCRETE ABUTMENT OF THE
 KK1348'BRIDGE OVER LITTLE DRY CREEK AT THE INTERSECTION OF DARTMOUTH AVENUE
 KK1348'AND SOUTH PLATTE RIVER DRIVE, 74.1 METERS (243.0 FT) SOUTH OF THE
 KK1348'CENTERLINE OF THE AVENUE, 9.2 METERS (30.2 FT) WEST OF THE CENTERLINE
 KK1348'OF THE DRIVE, AND 0.3 METER (1.0 FT) WEST OF THE EAST EDGE OF THE
 KK1348'ABUTMENT.
 KK1348'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 KK1348
 KK1348                          STATION RECOVERY (1984)
 KK1348
 KK1348'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK1348'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0838 ***********************************************************************
 JK0838  DESIGNATION -  G 395
 JK0838  PID         -  JK0838
 JK0838  STATE/COUNTY-  CO/EL PASO
 JK0838  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK0838
 JK0838                         *CURRENT SURVEY CONTROL
 JK0838  ___________________________________________________________________
 JK0838* NAD 83(1986)-  38 46 54.     (N)    104 46 14.     (W)     SCALED    
 JK0838* NAVD 88     -      1777.549  (meters)    5831.84   (feet)  ADJUSTED  
 JK0838  ___________________________________________________________________
 JK0838  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 JK0838  DYNAMIC HT  -        1775.627 (meters)    5825.54  (feet)  COMP
 JK0838  MODELED GRAV-     979,484.7   (mgal)                       NAVD 88
 JK0838
 JK0838  VERT ORDER  -  FIRST     CLASS II
 JK0838
 JK0838.The horizontal coordinates were scaled from a topographic map and have
 JK0838.an estimated accuracy of +/- 6 seconds.
 JK0838
 JK0838.The orthometric height was determined by differential leveling
 JK0838.and adjusted by the National Geodetic Survey in June 1991..
 JK0838
 JK0838.The geoid height was determined by GEOID03.
 JK0838
 JK0838.The dynamic height is computed by dividing the NAVD 88
 JK0838.geopotential number by the normal gravity value computed on the
 JK0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0838.degrees latitude (g = 980.6199 gals.).
 JK0838
 JK0838.The modeled gravity was interpolated from observed gravity values.
 JK0838
 JK0838;                    North         East    Units  Estimated Accuracy
 JK0838;SPC CO C     -   410,330.      977,780.      MT  (+/- 180 meters Scaled)
 JK0838
 JK0838                          SUPERSEDED SURVEY CONTROL
 JK0838
 JK0838  NGVD 29 (??/??/??) 1776.513  (m)         5828.44   (f) ADJUSTED    1 2
 JK0838
 JK0838.Superseded values are not recommended for survey control.
 JK0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0838.See file dsdata.txt to determine how the superseded data were derived.
 JK0838
 JK0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC199925(NAD 83)
 JK0838_MARKER: I = METAL ROD
 JK0838_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK0838_SP_SET: STAINLESS STEEL ROD
 JK0838_STAMPING: G 395 1983
 JK0838_MARK LOGO: NGS   
 JK0838_PROJECTION: FLUSH
 JK0838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0838_ROD/PIPE-DEPTH: 21.6 meters
 JK0838
 JK0838  HISTORY     - Date     Condition        Report By
 JK0838  HISTORY     - 1983     MONUMENTED       NGS
 JK0838  HISTORY     - 19970805 POOR             USPSQD
 JK0838  HISTORY     - 20020119 POOR             USPSQD
 JK0838
 JK0838                          STATION DESCRIPTION
 JK0838
 JK0838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JK0838'8.6 KM (5.3 MI) SOUTH FROM COLORADO SPRINGS.
 JK0838'8.6 KM (5.3 MI) SOUTHERLY ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0838'RAILROAD FROM THE RAILROAD STATION IN COLORADO SPRINGS, 0.2 KM
 JK0838'(0.1 MI) SOUTHEAST OF A RAILROAD BRIDGE OVER A CONCRETE CANAL,
 JK0838'22.0 METERS (72.2 FT) SOUTHWEST OF THE NEAR RAIL, 16.3 METERS
 JK0838'(53.5 FT) NORTHWEST OF THE CENTER OF DRENNAN ROAD LEADING EAST-WEST,
 JK0838'10.5 METERS (34.4 FT) NORTHWEST OF A UTILITY POLE, AND 2.8 METERS
 JK0838'(9.2 FT) NORTHWEST OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT
 JK0838'IS THROUGH A 5-INCH LOGO CAP.
 JK0838'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 JK0838'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 JK0838
 JK0838                          STATION RECOVERY (1997)
 JK0838
 JK0838'RECOVERY NOTE BY US POWER SQUADRON 1997
 JK0838'MARK RECOVERED IN POOR CONDITION.
 JK0838
 JK0838                          STATION RECOVERY (2002)
 JK0838
 JK0838'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 JK0838'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0849 ***********************************************************************
 JK0849  DESIGNATION -  G 396
 JK0849  PID         -  JK0849
 JK0849  STATE/COUNTY-  CO/EL PASO
 JK0849  USGS QUAD   -  PIKEVIEW (1994)
 JK0849
 JK0849                         *CURRENT SURVEY CONTROL
 JK0849  ___________________________________________________________________
 JK0849* NAD 83(1986)-  38 52 35.     (N)    104 50 07.     (W)     SCALED    
 JK0849* NAVD 88     -      1879.120  (meters)    6165.08   (feet)  ADJUSTED  
 JK0849  ___________________________________________________________________
 JK0849  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 JK0849  DYNAMIC HT  -        1877.069 (meters)    6158.35  (feet)  COMP
 JK0849  MODELED GRAV-     979,470.3   (mgal)                       NAVD 88
 JK0849
 JK0849  VERT ORDER  -  FIRST     CLASS II
 JK0849
 JK0849.The horizontal coordinates were scaled from a topographic map and have
 JK0849.an estimated accuracy of +/- 6 seconds.
 JK0849
 JK0849.The orthometric height was determined by differential leveling
 JK0849.and adjusted by the National Geodetic Survey in June 1991..
 JK0849
 JK0849.The geoid height was determined by GEOID03.
 JK0849
 JK0849.The dynamic height is computed by dividing the NAVD 88
 JK0849.geopotential number by the normal gravity value computed on the
 JK0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0849.degrees latitude (g = 980.6199 gals.).
 JK0849
 JK0849.The modeled gravity was interpolated from observed gravity values.
 JK0849
 JK0849;                    North         East    Units  Estimated Accuracy
 JK0849;SPC CO C     -   420,800.      972,080.      MT  (+/- 180 meters Scaled)
 JK0849
 JK0849                          SUPERSEDED SURVEY CONTROL
 JK0849
 JK0849.No superseded survey control is available for this station.
 JK0849
 JK0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED142030(NAD 83)
 JK0849_MARKER: DB = BENCH MARK DISK
 JK0849_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JK0849_SP_SET: ABUTMENT
 JK0849_STAMPING: G 396 1983
 JK0849_MARK LOGO: NGS   
 JK0849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0849
 JK0849  HISTORY     - Date     Condition        Report By
 JK0849  HISTORY     - 1983     MONUMENTED       NGS
 JK0849  HISTORY     - 19960808 MARK NOT FOUND   USPSQD
 JK0849  HISTORY     - 20010829 MARK NOT FOUND   USPSQD
 JK0849
 JK0849                          STATION DESCRIPTION
 JK0849
 JK0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JK0849'4.9 KM (3.05 MI) NORTH FROM COLORADO SPRINGS.
 JK0849'0.3 KM (0.2 MI) NORTHERLY ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0849'RAILROAD FROM THE STATION IN COLORADO SPRINGS, THENCE 4.6 KM (2.85 MI)
 JK0849'NORTHERLY ALONG INTERSTATE HIGHWAY 25, IN TOP OF AND 0.1 METER
 JK0849'(1.0 FT) SOUTH OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF THE
 JK0849'FILLMORE STREET OVERPASS OVER THE HIGHWAY (EXIT 145), 22.2 METERS
 JK0849'(72.8 FT) OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY,
 JK0849'AND 6.3 METERS (26.7 FT) NORTH OF THE CENTER OF THE WEST BOUND LANES
 JK0849'OF THE STREET.
 JK0849'THE MARK IS 0.3 M ABOVE THE STREET.
 JK0849
 JK0849                          STATION RECOVERY (1996)
 JK0849
 JK0849'RECOVERY NOTE BY US POWER SQUADRON 1996
 JK0849'MARK NOT FOUND.
 JK0849
 JK0849                          STATION RECOVERY (2001)
 JK0849
 JK0849'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 JK0849'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0437 ***********************************************************************
 HM0437  DESIGNATION -  G 397
 HM0437  PID         -  HM0437
 HM0437  STATE/COUNTY-  CO/MONTEZUMA
 HM0437  USGS QUAD   -  BATTLE ROCK (1979)
 HM0437
 HM0437                         *CURRENT SURVEY CONTROL
 HM0437  ___________________________________________________________________
 HM0437* NAD 83(1986)-  37 19 42.     (N)    108 45 52.     (W)     SCALED    
 HM0437* NAVD 88     -      1761.263  (meters)    5778.41   (feet)  ADJUSTED  
 HM0437  ___________________________________________________________________
 HM0437  GEOID HEIGHT-         -19.78  (meters)                     GEOID03
 HM0437  DYNAMIC HT  -        1759.149 (meters)    5771.47  (feet)  COMP
 HM0437  MODELED GRAV-     979,367.8   (mgal)                       NAVD 88
 HM0437
 HM0437  VERT ORDER  -  FIRST     CLASS II
 HM0437
 HM0437.The horizontal coordinates were scaled from a topographic map and have
 HM0437.an estimated accuracy of +/- 6 seconds.
 HM0437
 HM0437.The orthometric height was determined by differential leveling
 HM0437.and adjusted by the National Geodetic Survey in June 1991..
 HM0437
 HM0437.The geoid height was determined by GEOID03.
 HM0437
 HM0437.The dynamic height is computed by dividing the NAVD 88
 HM0437.geopotential number by the normal gravity value computed on the
 HM0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0437.degrees latitude (g = 980.6199 gals.).
 HM0437
 HM0437.The modeled gravity was interpolated from observed gravity values.
 HM0437
 HM0437;                    North         East    Units  Estimated Accuracy
 HM0437;SPC CO S     -   383,290.      625,150.      MT  (+/- 180 meters Scaled)
 HM0437
 HM0437                          SUPERSEDED SURVEY CONTROL
 HM0437
 HM0437.No superseded survey control is available for this station.
 HM0437
 HM0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG980336(NAD 83)
 HM0437_MARKER: DB = BENCH MARK DISK
 HM0437_SETTING: 66 = SET IN ROCK OUTCROP
 HM0437_SP_SET: ROCK OUTCROP
 HM0437_STAMPING: G 397 1984
 HM0437_MARK LOGO: NGS   
 HM0437_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0437+STABILITY: POSITION/ELEVATION WELL
 HM0437
 HM0437  HISTORY     - Date     Condition        Report By
 HM0437  HISTORY     - 1984     MONUMENTED       NGS
 HM0437
 HM0437                          STATION DESCRIPTION
 HM0437
 HM0437'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0437'19.1 KM (11.85 MI) WEST FROM CORTEZ.
 HM0437'4.1 KM (2.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 160 FROM ITS WEST
 HM0437'JUNCTION WITH U.S. HIGHWAY 666 IN CORTEZ, THENCE 15.0 KM (9.3 MI)
 HM0437'WESTERLY ALONG A PAVED ROAD, 0.2 KM (0.1 MI) EAST OF THE ENTRANCE TO A
 HM0437'TRAILER HOUSE, NEAR THE CENTER OF A 90- BY 110-FOOT EXPOSED AREA OF
 HM0437'OUTCROPPING BEDROCK, 29.2 METERS (95.8 FT) NORTH OF THE CENTER OF THE
 HM0437'ROAD, AND 2.4 METERS (7.9 FT) EAST OF A UTILITY POLE.
 HM0437'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 HM0437'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0404 ***********************************************************************
 HM0404  DESIGNATION -  G 398
 HM0404  PID         -  HM0404
 HM0404  STATE/COUNTY-  CO/MONTEZUMA
 HM0404  USGS QUAD   -  THOMPSON PARK (1963)
 HM0404
 HM0404                         *CURRENT SURVEY CONTROL
 HM0404  ___________________________________________________________________
 HM0404* NAD 83(1986)-  37 21 20.     (N)    108 13 35.     (W)     SCALED    
 HM0404* NAVD 88     -      2289.482  (meters)    7511.41   (feet)  ADJUSTED  
 HM0404  ___________________________________________________________________
 HM0404  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 HM0404  DYNAMIC HT  -        2286.480 (meters)    7501.56  (feet)  COMP
 HM0404  MODELED GRAV-     979,237.0   (mgal)                       NAVD 88
 HM0404
 HM0404  VERT ORDER  -  FIRST     CLASS II
 HM0404
 HM0404.The horizontal coordinates were scaled from a topographic map and have
 HM0404.an estimated accuracy of +/- 6 seconds.
 HM0404
 HM0404.The orthometric height was determined by differential leveling
 HM0404.and adjusted by the National Geodetic Survey in June 1991..
 HM0404
 HM0404.The geoid height was determined by GEOID03.
 HM0404
 HM0404.The dynamic height is computed by dividing the NAVD 88
 HM0404.geopotential number by the normal gravity value computed on the
 HM0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0404.degrees latitude (g = 980.6199 gals.).
 HM0404
 HM0404.The modeled gravity was interpolated from observed gravity values.
 HM0404
 HM0404;                    North         East    Units  Estimated Accuracy
 HM0404;SPC CO S     -   384,780.      672,900.      MT  (+/- 180 meters Scaled)
 HM0404
 HM0404                          SUPERSEDED SURVEY CONTROL
 HM0404
 HM0404.No superseded survey control is available for this station.
 HM0404
 HM0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG456379(NAD 83)
 HM0404_MARKER: I = METAL ROD
 HM0404_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HM0404_SP_SET: STAINLESS STEEL ROD
 HM0404_STAMPING: G 398 1984
 HM0404_MARK LOGO: NGS   
 HM0404_PROJECTION: FLUSH
 HM0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0404_ROD/PIPE-DEPTH: 4.0  meters
 HM0404
 HM0404  HISTORY     - Date     Condition        Report By
 HM0404  HISTORY     - 1984     MONUMENTED       NGS
 HM0404
 HM0404                          STATION DESCRIPTION
 HM0404
 HM0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0404'35.3 KM (21.95 MI) EAST FROM CORTEZ.
 HM0404'35.3 KM (21.95 MI) EASTERLY ALONG U.S. HIGHWAY 160 FROM ITS WEST
 HM0404'JUNCTION WITH U.S. HIGHWAY 666 IN CORTEZ, 35.7 METERS (117.1 FT)
 HM0404'SOUTHWEST OF THE SOUTHEAST END OF A GUARD RAIL, 27.8 METERS (91.2 FT)
 HM0404'SOUTHEAST OF THE SOUTHWEST END OF A 24-INCH METAL CULVERT, AND
 HM0404'17.8 METERS (58.4 FT) SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND
 HM0404'LANES OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 HM0404'5-INCH LOGO CAP.
 HM0404'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 HM0404'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0396 ***********************************************************************
 HK0396  DESIGNATION -  G 399
 HK0396  PID         -  HK0396
 HK0396  STATE/COUNTY-  CO/CONEJOS
 HK0396  USGS QUAD   -  MANASSA (1982)
 HK0396
 HK0396                         *CURRENT SURVEY CONTROL
 HK0396  ___________________________________________________________________
 HK0396* NAD 83(1986)-  37 10 48.     (N)    105 59 09.     (W)     SCALED    
 HK0396* NAVD 88     -      2353.611  (meters)    7721.81   (feet)  ADJUSTED  
 HK0396  ___________________________________________________________________
 HK0396  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 HK0396  DYNAMIC HT  -        2350.484 (meters)    7711.55  (feet)  COMP
 HK0396  MODELED GRAV-     979,217.5   (mgal)                       NAVD 88
 HK0396
 HK0396  VERT ORDER  -  FIRST     CLASS II
 HK0396
 HK0396.The horizontal coordinates were scaled from a topographic map and have
 HK0396.an estimated accuracy of +/- 6 seconds.
 HK0396
 HK0396.The orthometric height was determined by differential leveling
 HK0396.and adjusted by the National Geodetic Survey in June 1991..
 HK0396
 HK0396.The geoid height was determined by GEOID03.
 HK0396
 HK0396.The dynamic height is computed by dividing the NAVD 88
 HK0396.geopotential number by the normal gravity value computed on the
 HK0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0396.degrees latitude (g = 980.6199 gals.).
 HK0396
 HK0396.The modeled gravity was interpolated from observed gravity values.
 HK0396
 HK0396;                    North         East    Units  Estimated Accuracy
 HK0396;SPC CO S     -   361,890.      871,260.      MT  (+/- 180 meters Scaled)
 HK0396
 HK0396                          SUPERSEDED SURVEY CONTROL
 HK0396
 HK0396.No superseded survey control is available for this station.
 HK0396
 HK0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB124152(NAD 83)
 HK0396_MARKER: I = METAL ROD
 HK0396_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HK0396_SP_SET: STAINLESS STEEL ROD
 HK0396_STAMPING: G 399 1984
 HK0396_MARK LOGO: NGS   
 HK0396_PROJECTION: FLUSH
 HK0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0396_ROD/PIPE-DEPTH: 3.4  meters
 HK0396
 HK0396  HISTORY     - Date     Condition        Report By
 HK0396  HISTORY     - 1984     MONUMENTED       NGS
 HK0396
 HK0396                          STATION DESCRIPTION
 HK0396
 HK0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HK0396'11.7 KM (7.3 MI) NORTH FROM ANTONITO.
 HK0396'11.7 KM (7.3 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE
 HK0396'IN ANTONITO, 0.2 KM (0.1 MI) NORTH OF MILEPOST 13 AND RAILROAD
 HK0396'MILEPOST 273, 168.0 M (551.2 FT) SOUTH OF THE CENTER OF A CROSSROAD,
 HK0396'21.8 M (71.5 FT) WEST OF TRANGULATION STATION ROMEO SO.  BASE, 15.8 M
 HK0396'(51.8 FT) WEST OF THE NEAR RAIL OF THE DENVER AND RIO GRAND WESTERN
 HK0396'RAILROAD, 11.0 M (36.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 HK0396'1.3 M (4.3 FT) NORTH OF A UTILITY POLE.  NOTE=ACCESS T THE DATUM POINT
 HK0396'IS THROUGH A 5-INCH LOGO CAP.
 HK0396'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 HK0396'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0081 ***********************************************************************
 JK0081  DESIGNATION -  G 4
 JK0081  PID         -  JK0081
 JK0081  STATE/COUNTY-  CO/PUEBLO
 JK0081  USGS QUAD   -  NORTHWEST PUEBLO (1994)
 JK0081
 JK0081                         *CURRENT SURVEY CONTROL
 JK0081  ___________________________________________________________________
 JK0081* NAD 83(1986)-  38 16 34.     (N)    104 38 25.     (W)     SCALED    
 JK0081* NAVD 88     -      1431.299  (meters)    4695.85   (feet)  ADJUSTED  
 JK0081  ___________________________________________________________________
 JK0081  GEOID HEIGHT-         -19.08  (meters)                     GEOID03
 JK0081  DYNAMIC HT  -        1429.800 (meters)    4690.94  (feet)  COMP
 JK0081  MODELED GRAV-     979,532.2   (mgal)                       NAVD 88
 JK0081
 JK0081  VERT ORDER  -  FIRST     CLASS II
 JK0081
 JK0081.The horizontal coordinates were scaled from a topographic map and have
 JK0081.an estimated accuracy of +/- 6 seconds.
 JK0081
 JK0081.The orthometric height was determined by differential leveling
 JK0081.and adjusted by the National Geodetic Survey in June 1991..
 JK0081
 JK0081.The geoid height was determined by GEOID03.
 JK0081
 JK0081.The dynamic height is computed by dividing the NAVD 88
 JK0081.geopotential number by the normal gravity value computed on the
 JK0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0081.degrees latitude (g = 980.6199 gals.).
 JK0081
 JK0081.The modeled gravity was interpolated from observed gravity values.
 JK0081
 JK0081;                    North         East    Units  Estimated Accuracy
 JK0081;SPC CO S     -   483,770.      989,630.      MT  (+/- 180 meters Scaled)
 JK0081
 JK0081                          SUPERSEDED SURVEY CONTROL
 JK0081
 JK0081  NGVD 29 (??/??/92) 1430.472  (m)         4693.14   (f) ADJ UNCH    1 2
 JK0081
 JK0081.Superseded values are not recommended for survey control.
 JK0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0081.See file dsdata.txt to determine how the superseded data were derived.
 JK0081
 JK0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC314365(NAD 83)
 JK0081_MARKER: DB = BENCH MARK DISK
 JK0081_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 JK0081_SP_SET: BRIDGE WINGWALL
 JK0081_STAMPING: G 4 1925 4693.560
 JK0081_MARK LOGO: CGS   
 JK0081_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0081+SATELLITE: SATELLITE OBSERVATIONS - January 04, 1996
 JK0081
 JK0081  HISTORY     - Date     Condition        Report By
 JK0081  HISTORY     - 1925     MONUMENTED       CGS
 JK0081  HISTORY     - 1953     GOOD             NGS
 JK0081  HISTORY     - 1984     GOOD             NGS
 JK0081  HISTORY     - 19960104 GOOD             CODOT
 JK0081
 JK0081                          STATION DESCRIPTION
 JK0081
 JK0081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0081'1.5 MI W FROM PUEBLO.
 JK0081'1.5 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0081'FROM THE STATION AT PUEBLO, 65.5 FEET EAST OF A SMALL STEEL
 JK0081'BUILDING, 41.7 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 0.4
 JK0081'MILE EAST OF MILEPOST 121, 4 FEET ABOVE THE TOP OF THE RAILS, SET IN
 JK0081'THE TOP OF THE WEST WINGWALL OF THE 11TH STREET HIGHWAY BRIDGE,
 JK0081'0.2 FOOT WEST OF THE WEST END OF THE SOUTH CONCRETE GUARD RAIL.
 JK0081
 JK0081                          STATION RECOVERY (1984)
 JK0081
 JK0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0081'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN PUEBLO, AT
 JK0081'THE INTERSECTION OF 11TH STREET AND THE DENVER AND RIO GRANDE WESTERN
 JK0081'RAILROAD.
 JK0081
 JK0081                          STATION RECOVERY (1996)
 JK0081
 JK0081'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (PG)
 JK0081'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0482 ***********************************************************************
 JJ0482  DESIGNATION -  G 40
 JJ0482  PID         -  JJ0482
 JJ0482  STATE/COUNTY-  CO/OTERO
 JJ0482  USGS QUAD   -  ELDER (1954)
 JJ0482
 JJ0482                         *CURRENT SURVEY CONTROL
 JJ0482  ___________________________________________________________________
 JJ0482* NAD 83(1986)-  38 07 15.     (N)    103 56 50.     (W)     SCALED    
 JJ0482* NAVD 88     -      1309.972  (meters)    4297.80   (feet)  ADJUSTED  
 JJ0482  ___________________________________________________________________
 JJ0482  GEOID HEIGHT-         -21.10  (meters)                     GEOID03
 JJ0482  DYNAMIC HT  -        1308.640 (meters)    4293.43  (feet)  COMP
 JJ0482  MODELED GRAV-     979,567.2   (mgal)                       NAVD 88
 JJ0482
 JJ0482  VERT ORDER  -  FIRST     CLASS II
 JJ0482
 JJ0482.The horizontal coordinates were scaled from a topographic map and have
 JJ0482.an estimated accuracy of +/- 6 seconds.
 JJ0482
 JJ0482.The orthometric height was determined by differential leveling
 JJ0482.and adjusted by the National Geodetic Survey in June 1991..
 JJ0482
 JJ0482.The geoid height was determined by GEOID03.
 JJ0482
 JJ0482.The dynamic height is computed by dividing the NAVD 88
 JJ0482.geopotential number by the normal gravity value computed on the
 JJ0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0482.degrees latitude (g = 980.6199 gals.).
 JJ0482
 JJ0482.The modeled gravity was interpolated from observed gravity values.
 JJ0482
 JJ0482;                    North         East    Units  Estimated Accuracy
 JJ0482;SPC CO S     -   467,320.    1,050,550.      MT  (+/- 180 meters Scaled)
 JJ0482
 JJ0482                          SUPERSEDED SURVEY CONTROL
 JJ0482
 JJ0482  NGVD 29 (??/??/92) 1309.220  (m)         4295.33   (f) ADJ UNCH    1 2
 JJ0482
 JJ0482.Superseded values are not recommended for survey control.
 JJ0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0482.See file dsdata.txt to determine how the superseded data were derived.
 JJ0482
 JJ0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC922197(NAD 83)
 JJ0482_MARKER: DB = BENCH MARK DISK
 JJ0482_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JJ0482_SP_SET: ABUTMENT
 JJ0482_STAMPING: G 40 1933
 JJ0482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0482
 JJ0482  HISTORY     - Date     Condition        Report By
 JJ0482  HISTORY     - 1933     MONUMENTED       CGS
 JJ0482  HISTORY     - 1960     GOOD             NGS
 JJ0482  HISTORY     - 1985     MARK NOT FOUND   NGS
 JJ0482
 JJ0482                          STATION DESCRIPTION
 JJ0482
 JJ0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JJ0482'4.2 MI E FROM FOWLER.
 JJ0482'4.2 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JJ0482'FROM FOWLER, AT MILEAGE 578.96, AT BRIDGE 578 F, IN THE TOP OF THE
 JJ0482'SOUTH SIDE OF THE CAPSTONE OF THE EAST ABUTMENT, AND 11 FEET SOUTH
 JJ0482'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED G 40 1933.
 JJ0482
 JJ0482                          STATION RECOVERY (1985)
 JJ0482
 JJ0482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0482'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0896 ***********************************************************************
 JK0896  DESIGNATION -  G 400
 JK0896  PID         -  JK0896
 JK0896  STATE/COUNTY-  CO/SAGUACHE
 JK0896  USGS QUAD   -  MOFFAT NORTH (1979)
 JK0896
 JK0896                         *CURRENT SURVEY CONTROL
 JK0896  ___________________________________________________________________
 JK0896* NAD 83(1986)-  38 04 15.     (N)    105 55 00.     (W)     SCALED    
 JK0896* NAVD 88     -      2318.702  (meters)    7607.27   (feet)  ADJUSTED  
 JK0896  ___________________________________________________________________
 JK0896  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 JK0896  DYNAMIC HT  -        2315.790 (meters)    7597.72  (feet)  COMP
 JK0896  MODELED GRAV-     979,290.2   (mgal)                       NAVD 88
 JK0896
 JK0896  VERT ORDER  -  FIRST     CLASS II
 JK0896
 JK0896.The horizontal coordinates were scaled from a topographic map and have
 JK0896.an estimated accuracy of +/- 6 seconds.
 JK0896
 JK0896.The orthometric height was determined by differential leveling
 JK0896.and adjusted by the National Geodetic Survey in June 1991..
 JK0896
 JK0896.The geoid height was determined by GEOID03.
 JK0896
 JK0896.The dynamic height is computed by dividing the NAVD 88
 JK0896.geopotential number by the normal gravity value computed on the
 JK0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0896.degrees latitude (g = 980.6199 gals.).
 JK0896
 JK0896.The modeled gravity was interpolated from observed gravity values.
 JK0896
 JK0896;                    North         East    Units  Estimated Accuracy
 JK0896;SPC CO S     -   460,720.      877,840.      MT  (+/- 180 meters Scaled)
 JK0896
 JK0896                          SUPERSEDED SURVEY CONTROL
 JK0896
 JK0896.No superseded survey control is available for this station.
 JK0896
 JK0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC195140(NAD 83)
 JK0896_MARKER: I = METAL ROD
 JK0896_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK0896_SP_SET: STAINLESS STEEL ROD
 JK0896_STAMPING: G 400 1984
 JK0896_MARK LOGO: NGS   
 JK0896_PROJECTION: FLUSH
 JK0896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0896_ROD/PIPE-DEPTH: 19.5 meters
 JK0896
 JK0896  HISTORY     - Date     Condition        Report By
 JK0896  HISTORY     - 1984     MONUMENTED       NGS
 JK0896
 JK0896                          STATION DESCRIPTION
 JK0896
 JK0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0896'7.8 KM (4.85 MI) NORTH FROM MOFFAT.
 JK0896'7.8 KM (4.85 MI) NORTHERLY ALONG STATE HIGHWAY 17 FROM THE POST OFFICE
 JK0896'IN MOFFAT, 30.0 M (98.4 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 4.4
 JK0896'M (14.4 FT) SOUTH OF A UTILITY POLE AND LINE CROSSING THE HIGHWAY, AND
 JK0896'2.5 M (8.2 FT) SOUTH OF A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT
 JK0896'IS HAD THROUGH A 5-INCH LOGO CAP.
 JK0896'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 JK0896'THE MARK IS 1.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1012 ***********************************************************************
 LL1012  DESIGNATION -  G 401
 LL1012  PID         -  LL1012
 LL1012  STATE/COUNTY-  CO/LARIMER
 LL1012  USGS QUAD   -  WELLINGTON (1978)
 LL1012
 LL1012                         *CURRENT SURVEY CONTROL
 LL1012  ___________________________________________________________________
 LL1012* NAD 83(1986)-  40 38 23.     (N)    105 04 22.     (W)     SCALED    
 LL1012* NAVD 88     -      1558.703  (meters)    5113.84   (feet)  ADJUSTED  
 LL1012  ___________________________________________________________________
 LL1012  GEOID HEIGHT-         -15.76  (meters)                     GEOID03
 LL1012  DYNAMIC HT  -        1557.404 (meters)    5109.58  (feet)  COMP
 LL1012  MODELED GRAV-     979,736.8   (mgal)                       NAVD 88
 LL1012
 LL1012  VERT ORDER  -  FIRST     CLASS II
 LL1012
 LL1012.The horizontal coordinates were scaled from a topographic map and have
 LL1012.an estimated accuracy of +/- 6 seconds.
 LL1012
 LL1012.The orthometric height was determined by differential leveling
 LL1012.and adjusted by the National Geodetic Survey in June 1991..
 LL1012
 LL1012.The geoid height was determined by GEOID03.
 LL1012
 LL1012.The dynamic height is computed by dividing the NAVD 88
 LL1012.geopotential number by the normal gravity value computed on the
 LL1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1012.degrees latitude (g = 980.6199 gals.).
 LL1012
 LL1012.The modeled gravity was interpolated from observed gravity values.
 LL1012
 LL1012;                    North         East    Units  Estimated Accuracy
 LL1012;SPC CO N     -   449,940.      950,540.      MT  (+/- 180 meters Scaled)
 LL1012
 LL1012                          SUPERSEDED SURVEY CONTROL
 LL1012
 LL1012  NGVD 29 (??/??/??) 1557.844  (m)         5111.03   (f) ADJUSTED    1 2
 LL1012
 LL1012.Superseded values are not recommended for survey control.
 LL1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1012.See file dsdata.txt to determine how the superseded data were derived.
 LL1012
 LL1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE938987(NAD 83)
 LL1012_MARKER: I = METAL ROD
 LL1012_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LL1012+WITH SETTING: INFORMATION.
 LL1012_SP_SET: SHALLOW SET METAL ROD
 LL1012_STAMPING: G 401 1984
 LL1012_MARK LOGO: NGS   
 LL1012_PROJECTION: FLUSH
 LL1012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1012_ROD/PIPE-DEPTH: 1.5  meters
 LL1012
 LL1012  HISTORY     - Date     Condition        Report By
 LL1012  HISTORY     - 1984     MONUMENTED       NGS
 LL1012
 LL1012                          STATION DESCRIPTION
 LL1012
 LL1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1012'5.6 KM (3.5 MI) NORTH FROM FORT COLLINS.
 LL1012'2.6 KM (1.6 MI) NORTH ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH
 LL1012'STATE HIGHWAY 14 IN FORT COLLINS, THENCE 3.0 KM (1.85 MI) NORTHERLY
 LL1012'ALONG STATE HIGHWAY 1, 42.7 METERS (140.1 FT) NORTH OF THE CENTER OF
 LL1012'COUNTY ROAD 54 (DOUGLAS ROAD), 21.4 METERS (70.2 FT) NORTH OF BENCH
 LL1012'MARK C 358, 13.7 METERS (44.9 FT) WEST OF THE CENTERLINE OF THE
 LL1012'HIGHWAY, 1.0 METER (3.3 FT) NORTH OF UTILITY POLE NUMBER 2E-1.
 LL1012'NOTE--REFUSAL WAS REACHED AT 5.0 FT.  ACCESS TO THE DATUM POINT IS
 LL1012'THROUGH A 5-INCH LOGO CAP.
 LL1012'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 LL1012'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1050 ***********************************************************************
 LL1050  CBN         -  This is a Cooperative Base Network Control Station.
 LL1050  DESIGNATION -  G 402
 LL1050  PID         -  LL1050
 LL1050  STATE/COUNTY-  CO/LARIMER
 LL1050  USGS QUAD   -  LOVELAND (1984)
 LL1050
 LL1050                         *CURRENT SURVEY CONTROL
 LL1050  ___________________________________________________________________
 LL1050* NAD 83(1992)-  40 23 34.42310(N)    105 04 34.34159(W)     ADJUSTED  
 LL1050* NAVD 88     -      1515.464  (meters)    4971.98   (feet)  ADJUSTED  
 LL1050  ___________________________________________________________________
 LL1050  X           -  -1,265,583.813 (meters)                     COMP
 LL1050  Y           -  -4,698,218.786 (meters)                     COMP
 LL1050  Z           -   4,112,280.379 (meters)                     COMP
 LL1050  LAPLACE CORR-         -14.42  (seconds)                    DEFLEC99
 LL1050  ELLIP HEIGHT-        1499.02  (meters)          (10/21/02) GPS OBS
 LL1050  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 LL1050  DYNAMIC HT  -        1514.148 (meters)    4967.67  (feet)  COMP
 LL1050  MODELED GRAV-     979,704.4   (mgal)                       NAVD 88
 LL1050
 LL1050  HORZ ORDER  -  B
 LL1050  VERT ORDER  -  FIRST     CLASS II
 LL1050  ELLP ORDER  -  FIFTH     CLASS I
 LL1050
 LL1050.The horizontal coordinates were established by GPS observations
 LL1050.and adjusted by the National Geodetic Survey in May 1992..
 LL1050
 LL1050.The orthometric height was determined by differential leveling
 LL1050.and adjusted by the National Geodetic Survey in June 1991..
 LL1050
 LL1050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1050
 LL1050.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1050
 LL1050.The ellipsoidal height was determined by GPS observations
 LL1050.and is referenced to NAD 83.
 LL1050
 LL1050.The geoid height was determined by GEOID03.
 LL1050
 LL1050.The dynamic height is computed by dividing the NAVD 88
 LL1050.geopotential number by the normal gravity value computed on the
 LL1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1050.degrees latitude (g = 980.6199 gals.).
 LL1050
 LL1050.The modeled gravity was interpolated from observed gravity values.
 LL1050
 LL1050;                    North         East     Units Scale Factor Converg.
 LL1050;SPC CO N     -   422,531.140   950,381.389   MT  0.99995992   +0 16 25.8
 LL1050;SPC CO N     - 1,386,254.25  3,118,042.94   sFT  0.99995992   +0 16 25.8
 LL1050;UTM  13      - 4,471,369.026   493,532.514   MT  0.99960051   -0 02 57.8
 LL1050
 LL1050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1050!SPC CO N     -   0.99976490  x   0.99995992  =   0.99972483
 LL1050!UTM  13      -   0.99976490  x   0.99960051  =   0.99936551
 LL1050
 LL1050                          SUPERSEDED SURVEY CONTROL
 LL1050
 LL1050  NAD 83(1986)-  40 23 34.41134(N)    105 04 34.33973(W) AD(       ) 3
 LL1050  ELLIP H (05/26/92) 1499.08   (m)                       GP(       ) 4 1
 LL1050  NAVD 88 (03/31/98) 1515.46   (m)         4972.0    (f) LEVELING    3  
 LL1050  NAVD 88 (04/20/95) 1515.69   (m)         4972.7    (f) LEVELING    3  
 LL1050  NAVD 88 (05/26/92) 1515.46   (m)         4972.0    (f) LEVELING    3  
 LL1050  NGVD 29 (??/??/??) 1514.588  (m)         4969.11   (f) ADJUSTED    1 2
 LL1050
 LL1050.Superseded values are not recommended for survey control.
 LL1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1050.See file dsdata.txt to determine how the superseded data were derived.
 LL1050
 LL1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE9353371369(NAD 83)
 LL1050_MARKER: I = METAL ROD
 LL1050_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1050_SP_SET: STAINLESS STEEL ROD
 LL1050_STAMPING: G 402 1984
 LL1050_MARK LOGO: NGS   
 LL1050_PROJECTION: FLUSH
 LL1050_MAGNETIC: I = MARKER IS A STEEL ROD
 LL1050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1050+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2005
 LL1050_ROD/PIPE-DEPTH: 6.4  meters
 LL1050
 LL1050  HISTORY     - Date     Condition        Report By
 LL1050  HISTORY     - 1984     MONUMENTED       NGS
 LL1050  HISTORY     - 19910514 GOOD             NGS
 LL1050  HISTORY     - 19940622 GOOD             CHANCE
 LL1050  HISTORY     - 19960717 GOOD             NGS
 LL1050  HISTORY     - 19970221 GOOD             NGS
 LL1050  HISTORY     - 19990412 GOOD             NGS
 LL1050  HISTORY     - 20050811 GOOD             USPSQD
 LL1050
 LL1050                          STATION DESCRIPTION
 LL1050
 LL1050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1050'IN LOVELAND.
 LL1050'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 LL1050'IN LOVELAND, AT THE JUNCTION OF EAST 1ST STREET AND RAILROAD AVENUE,
 LL1050'20.2 METERS (66.3 FT) NORTH OF THE CENTERLINE OF THE STREET, 11.9
 LL1050'METERS (39.0 FT) EAST OF THE NEAR RAIL OF THE COLORADO AND SOUTHERN
 LL1050'RAILROAD, 11.3 METERS (37.1 FT) WEST OF THE CENTERLINE OF THE AVENUE,
 LL1050'AND 1.1 METERS (3.6 FT) SOUTH OF UTILITY POLE NUMBER 33-25-45.
 LL1050'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LL1050'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 LL1050
 LL1050                          STATION RECOVERY (1991)
 LL1050
 LL1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LL1050'STATION IS LOCATED IN THE SOUTH SECTION OF LOVELAND, IN A GRASS MEDIAN
 LL1050'BETWEEN A STREET AND RAILROAD TRACK, IN THE SOUTHWEST 1/4 OF SECTION
 LL1050'13, T 5 N, R 69 W.  OWNERSHIP--CITY OF LOVELAND.
 LL1050'TO REACH FROM THE JUNCTION OF US HIGHWAYS 34 AND 287 IN LOVELAND, GO
 LL1050'SOUTH ON HIGHWAY 287 FOR 1.38 KM (0.86 MI) TO A CROSS STREET.  TURN
 LL1050'RIGHT, WEST, ON FIRST STREET FOR 0.14 KM (0.09 MI) TO THE RAILROAD
 LL1050'TRACK AND STATION ON THE RIGHT.
 LL1050'STATION MARK IS A PUNCH HOLE TOP CENTER IN A STEEL ROD ENCASED IN PVC
 LL1050'PIPE WITH LOGO CAP SET IN A 0.5 M (1.6 FT) CONCRETE POST FLUSH WITH
 LL1050'THE GROUND.  IT IS 11.4 M (37.4 FT) WEST OF THE CENTER OF RAILROAD
 LL1050'AVENUE, 20.1 M (65.9 FT) NORTH OF THE CENTER OF FIRST STREET, 11.7 M
 LL1050'(38.4 FT) EAST OF THE EAST RAIL OF TRACK, 15.7 M (51.5 FT) NORTHEAST
 LL1050'OF A RAILROAD CROSSING SIGNAL GATE, 1.0 M (3.3 FT) NORTH OF A
 LL1050'FIBERGLASS WITNESS POST AND 1.0 M (3.3 FT) SOUTH OF A FIBERGLASS
 LL1050'WITNESS POST.
 LL1050'DESCRIBED BY G.R.HEID
 LL1050
 LL1050                          STATION RECOVERY (1994)
 LL1050
 LL1050'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1994 (FND)
 LL1050'RECOVERY NOTE - 1994 - BY F.N. DREXEL THE STATION WAS RECOVERED IN
 LL1050'GOOD CONDITION AS DESCRIBED IN 1991 BY G.R. HEID.
 LL1050
 LL1050                          STATION RECOVERY (1996)
 LL1050
 LL1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 LL1050'RECOVERED AS DESCRIBED.
 LL1050
 LL1050                          STATION RECOVERY (1997)
 LL1050
 LL1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 LL1050'RECOVERED AS DESCRIBED.
 LL1050
 LL1050                          STATION RECOVERY (1999)
 LL1050
 LL1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 LL1050'RECOVERED AS DESCRIBED.
 LL1050
 LL1050                          STATION RECOVERY (2005)
 LL1050
 LL1050'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 LL1050'FOUND AS DESCRIBED. ORANGE WITNESS POST IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0335 ***********************************************************************
 HL0335  DESIGNATION -  G 403
 HL0335  PID         -  HL0335
 HL0335  STATE/COUNTY-  CO/LA PLATA
 HL0335  USGS QUAD   -  DURANGO WEST (1963)
 HL0335
 HL0335                         *CURRENT SURVEY CONTROL
 HL0335  ___________________________________________________________________
 HL0335* NAD 83(1986)-  37 16 20.     (N)    107 57 38.     (W)     SCALED    
 HL0335* NAVD 88     -      2166.629  (meters)    7108.35   (feet)  ADJUSTED  
 HL0335  ___________________________________________________________________
 HL0335  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 HL0335  DYNAMIC HT  -        2163.796 (meters)    7099.05  (feet)  COMP
 HL0335  MODELED GRAV-     979,245.9   (mgal)                       NAVD 88
 HL0335
 HL0335  VERT ORDER  -  FIRST     CLASS II
 HL0335
 HL0335.The horizontal coordinates were scaled from a topographic map and have
 HL0335.an estimated accuracy of +/- 6 seconds.
 HL0335
 HL0335.The orthometric height was determined by differential leveling
 HL0335.and adjusted by the National Geodetic Survey in June 1991..
 HL0335
 HL0335.The geoid height was determined by GEOID03.
 HL0335
 HL0335.The dynamic height is computed by dividing the NAVD 88
 HL0335.geopotential number by the normal gravity value computed on the
 HL0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0335.degrees latitude (g = 980.6199 gals.).
 HL0335
 HL0335.The modeled gravity was interpolated from observed gravity values.
 HL0335
 HL0335;                    North         East    Units  Estimated Accuracy
 HL0335;SPC CO S     -   374,880.      696,190.      MT  (+/- 180 meters Scaled)
 HL0335
 HL0335                          SUPERSEDED SURVEY CONTROL
 HL0335
 HL0335.No superseded survey control is available for this station.
 HL0335
 HL0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB374291(NAD 83)
 HL0335_MARKER: DB = BENCH MARK DISK
 HL0335_SETTING: 66 = SET IN ROCK OUTCROP
 HL0335_SP_SET: ROCK OUTCROP
 HL0335_STAMPING: G 403 1984
 HL0335_MARK LOGO: NGS   
 HL0335_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0335+STABILITY: POSITION/ELEVATION WELL
 HL0335
 HL0335  HISTORY     - Date     Condition        Report By
 HL0335  HISTORY     - 1984     MONUMENTED       NGS
 HL0335
 HL0335                          STATION DESCRIPTION
 HL0335
 HL0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HL0335'8.3 KM (5.15 MI) WEST FROM DURANGO.
 HL0335'8.3 KM (5.15 MI) WESTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION
 HL0335'WITH U.S. HIGHWAY 550 IN DURANGO, SET VERTICALLY IN THE EAST FACE OF
 HL0335'AN EXPOSED AREA OF BEDROCK, NEAR THE NORTH END OF A HIGHWAY CUT,
 HL0335'86.0 METERS (282.2 FT) SOUTH OF THE CENTER OF A TRACK ROAD LEADING
 HL0335'WEST, 19.0 METERS (62.3 FT) SOUTH OF THE NORTH END OF THE CUT, AND
 HL0335'15.0 METERS (49.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 HL0335'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0346 ***********************************************************************
 HL0346  DESIGNATION -  G 404
 HL0346  PID         -  HL0346
 HL0346  STATE/COUNTY-  CO/LA PLATA
 HL0346  USGS QUAD   -  BONDAD HILL (1968)
 HL0346
 HL0346                         *CURRENT SURVEY CONTROL
 HL0346  ___________________________________________________________________
 HL0346* NAD 83(1986)-  37 05 19.     (N)    107 52 01.     (W)     SCALED    
 HL0346* NAVD 88     -      1942.428  (meters)    6372.78   (feet)  ADJUSTED  
 HL0346  ___________________________________________________________________
 HL0346  GEOID HEIGHT-         -19.95  (meters)                     GEOID03
 HL0346  DYNAMIC HT  -        1939.930 (meters)    6364.59  (feet)  COMP
 HL0346  MODELED GRAV-     979,276.4   (mgal)                       NAVD 88
 HL0346
 HL0346  VERT ORDER  -  FIRST     CLASS II
 HL0346
 HL0346.The horizontal coordinates were scaled from a topographic map and have
 HL0346.an estimated accuracy of +/- 6 seconds.
 HL0346
 HL0346.The orthometric height was determined by differential leveling
 HL0346.and adjusted by the National Geodetic Survey in June 1991..
 HL0346
 HL0346.The geoid height was determined by GEOID03.
 HL0346
 HL0346.The dynamic height is computed by dividing the NAVD 88
 HL0346.geopotential number by the normal gravity value computed on the
 HL0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0346.degrees latitude (g = 980.6199 gals.).
 HL0346
 HL0346.The modeled gravity was interpolated from observed gravity values.
 HL0346
 HL0346;                    North         East    Units  Estimated Accuracy
 HL0346;SPC CO S     -   354,300.      703,980.      MT  (+/- 180 meters Scaled)
 HL0346
 HL0346                          SUPERSEDED SURVEY CONTROL
 HL0346
 HL0346.No superseded survey control is available for this station.
 HL0346
 HL0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB451085(NAD 83)
 HL0346_MARKER: I = METAL ROD
 HL0346_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HL0346_SP_SET: STAINLESS STEEL ROD
 HL0346_STAMPING: G 404 1984
 HL0346_MARK LOGO: NGS   
 HL0346_PROJECTION: FLUSH
 HL0346_MAGNETIC: I = MARKER IS A STEEL ROD
 HL0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0346_ROD/PIPE-DEPTH: 4.1  meters
 HL0346
 HL0346  HISTORY     - Date     Condition        Report By
 HL0346  HISTORY     - 1984     MONUMENTED       NGS
 HL0346  HISTORY     - 19920421 GOOD             NGS
 HL0346
 HL0346                          STATION DESCRIPTION
 HL0346
 HL0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HL0346'23.0 KM (14.3 MI) SOUTH FROM DURANGO.
 HL0346'23.0 KM (14.3 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM ITS NORTH
 HL0346'JUNCTION WITH U.S. HIGHWAY 160 IN DURANGO, 0.9 KM (0.55 MI) SOUTH OF
 HL0346'THE INTERSECTION OF COUNTY ROAD 214 LEADING EAST, 44.8 METERS
 HL0346'(147.0 FT) NORTH OF A UTILITY POLE, 18.7 METERS (61.4 FT) EAST OF THE
 HL0346'CENTERLINE OF THE HIGHWAY, AND 5.6 METERS (18.4 FT) SOUTH OF THE
 HL0346'CENTER OF A GATE AND TRACK ROAD LEADING EAST.  NOTE=ACCESS TO THE
 HL0346'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 HL0346'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 HL0346'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HL0346
 HL0346                          STATION RECOVERY (1992)
 HL0346
 HL0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HL0346'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0864 ***********************************************************************
 JK0864  DESIGNATION -  G 405
 JK0864  PID         -  JK0864
 JK0864  STATE/COUNTY-  CO/EL PASO
 JK0864  USGS QUAD   -  CHEYENNE MOUNTAIN (1994)
 JK0864
 JK0864                         *CURRENT SURVEY CONTROL
 JK0864  ___________________________________________________________________
 JK0864* NAD 83(1986)-  38 44 34.     (N)    104 47 36.     (W)     SCALED    
 JK0864* NAVD 88     -      1784.700  (meters)    5855.30   (feet)  ADJUSTED  
 JK0864  ___________________________________________________________________
 JK0864  GEOID HEIGHT-         -17.29  (meters)                     GEOID03
 JK0864  DYNAMIC HT  -        1782.776 (meters)    5848.99  (feet)  COMP
 JK0864  MODELED GRAV-     979,486.7   (mgal)                       NAVD 88
 JK0864
 JK0864  VERT ORDER  -  FIRST     CLASS II
 JK0864
 JK0864.The horizontal coordinates were scaled from a topographic map and have
 JK0864.an estimated accuracy of +/- 6 seconds.
 JK0864
 JK0864.The orthometric height was determined by differential leveling
 JK0864.and adjusted by the National Geodetic Survey in June 1991..
 JK0864
 JK0864.The geoid height was determined by GEOID03.
 JK0864
 JK0864.The dynamic height is computed by dividing the NAVD 88
 JK0864.geopotential number by the normal gravity value computed on the
 JK0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0864.degrees latitude (g = 980.6199 gals.).
 JK0864
 JK0864.The modeled gravity was interpolated from observed gravity values.
 JK0864
 JK0864;                    North         East    Units  Estimated Accuracy
 JK0864;SPC CO C     -   405,990.      975,840.      MT  (+/- 180 meters Scaled)
 JK0864
 JK0864                          SUPERSEDED SURVEY CONTROL
 JK0864
 JK0864  NGVD 29 (??/??/??) 1783.678  (m)         5851.95   (f) ADJUSTED    1 2
 JK0864
 JK0864.Superseded values are not recommended for survey control.
 JK0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0864.See file dsdata.txt to determine how the superseded data were derived.
 JK0864
 JK0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC179882(NAD 83)
 JK0864_MARKER: I = METAL ROD
 JK0864_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK0864_SP_SET: STAINLESS STEEL ROD
 JK0864_STAMPING: G 405 1984
 JK0864_MARK LOGO: NGS   
 JK0864_PROJECTION: RECESSED 3 CENTIMETERS
 JK0864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0864_ROD/PIPE-DEPTH: 14.3 meters
 JK0864
 JK0864  HISTORY     - Date     Condition        Report By
 JK0864  HISTORY     - 1984     MONUMENTED       NGS
 JK0864
 JK0864                          STATION DESCRIPTION
 JK0864
 JK0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0864'IN FORT CARSON.
 JK0864'IN FORT CARSON (MILITARY RESERVATION), AT THE JUNCTION OF WETZEL
 JK0864'AVENUE AND NELSON BOULEVARD, AT POST HEADQUARTERS BUILDING NUMBER
 JK0864'1430, 26.0 METERS (85.3 FT) NORTHEAST OF THE CENTER OF THE AVENUE,
 JK0864'19.7 METERS (64.6 FT) NORTHWEST OF THE EXTENDED CENTERLINE OF THE
 JK0864'BOULEVARD, 7.9 METERS (25.9 FT) SOUTH OF A FLAGPOLE, 3.5 METERS
 JK0864'(11.5 FT) SOUTHEAST OF THE CENTER OF A SIDEWALK, AND 0.7 METER
 JK0864'(2.3 FT) SOUTHWEST OF THE SOUTHWEST FACE OF A PILLAR.  NOTE=ACCESS TO
 JK0864'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 JK0864'THE MARK IS 0.9 M ABOVE THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1389 ***********************************************************************
 KK1389  DESIGNATION -  G 406
 KK1389  PID         -  KK1389
 KK1389  STATE/COUNTY-  CO/JEFFERSON
 KK1389  USGS QUAD   -  FORT LOGAN (1994)
 KK1389
 KK1389                         *CURRENT SURVEY CONTROL
 KK1389  ___________________________________________________________________
 KK1389* NAD 83(1986)-  39 43 41.     (N)    105 06 35.     (W)     SCALED    
 KK1389* NAVD 88     -      1690.751  (meters)    5547.07   (feet)  ADJUSTED  
 KK1389  ___________________________________________________________________
 KK1389  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 KK1389  DYNAMIC HT  -        1689.092 (meters)    5541.63  (feet)  COMP
 KK1389  MODELED GRAV-     979,586.0   (mgal)                       NAVD 88
 KK1389
 KK1389  VERT ORDER  -  FIRST     CLASS II
 KK1389
 KK1389.The horizontal coordinates were scaled from a topographic map and have
 KK1389.an estimated accuracy of +/- 6 seconds.
 KK1389
 KK1389.The orthometric height was determined by differential leveling
 KK1389.and adjusted by the National Geodetic Survey in June 1991..
 KK1389
 KK1389.The geoid height was determined by GEOID03.
 KK1389
 KK1389.The dynamic height is computed by dividing the NAVD 88
 KK1389.geopotential number by the normal gravity value computed on the
 KK1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1389.degrees latitude (g = 980.6199 gals.).
 KK1389
 KK1389.The modeled gravity was interpolated from observed gravity values.
 KK1389
 KK1389;                    North         East    Units  Estimated Accuracy
 KK1389;SPC CO C     -   515,210.      947,860.      MT  (+/- 180 meters Scaled)
 KK1389
 KK1389                          SUPERSEDED SURVEY CONTROL
 KK1389
 KK1389  NGVD 29 (??/??/??) 1689.812  (m)         5543.99   (f) ADJUSTED    1 2
 KK1389
 KK1389.Superseded values are not recommended for survey control.
 KK1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1389.See file dsdata.txt to determine how the superseded data were derived.
 KK1389
 KK1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD905975(NAD 83)
 KK1389_MARKER: DB = BENCH MARK DISK
 KK1389_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 KK1389_SP_SET: COLUMN
 KK1389_STAMPING: G 406 1984
 KK1389_MARK LOGO: NGS   
 KK1389_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1389+STABILITY: POSITION/ELEVATION WELL
 KK1389_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK1389+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2000
 KK1389
 KK1389  HISTORY     - Date     Condition        Report By
 KK1389  HISTORY     - 1984     MONUMENTED       NGS
 KK1389  HISTORY     - 20000504 GOOD             CO1435
 KK1389
 KK1389                          STATION DESCRIPTION
 KK1389
 KK1389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1389'IN LAKEWOOD.
 KK1389'IN LAKEWOOD, SET VERTICALLY IN THE SOUTH FACE OF THE SOUTH 1 OF 8
 KK1389'COLUMNS OF THE U.S. HIGHWAY 6 (6TH AVENUE) OVERPASS OVER KIPLING
 KK1389'STREET, 6.3 METERS (20.7 FT) EAST OF THE CENTERLINE OF THE SOUTH BOUND
 KK1389'LANES OF THE STREET, AND 5.6 METERS (18.4 FT) SOUTH OF THE CENTERLINE
 KK1389'OF THE EAST BOUND LANES OF THE AVENUE.
 KK1389'THE MARK IS 1.3 M ABOVE THE STREET.
 KK1389
 KK1389                          STATION RECOVERY (2000)
 KK1389
 KK1389'RECOVERY NOTE BY CITY OF LAKEWOOD COLORADO 2000 (KM)
 KK1389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1507 ***********************************************************************
 KK1507  DESIGNATION -  G 407
 KK1507  PID         -  KK1507
 KK1507  STATE/COUNTY-  CO/ARAPAHOE
 KK1507  USGS QUAD   -  FITZSIMONS (1994)
 KK1507
 KK1507                         *CURRENT SURVEY CONTROL
 KK1507  ___________________________________________________________________
 KK1507* NAD 83(1986)-  39 39 37.     (N)    104 48 37.     (W)     SCALED    
 KK1507* NAVD 88     -      1723.579  (meters)    5654.78   (feet)  ADJUSTED  
 KK1507  ___________________________________________________________________
 KK1507  GEOID HEIGHT-         -17.52  (meters)                     GEOID03
 KK1507  DYNAMIC HT  -        1721.906 (meters)    5649.29  (feet)  COMP
 KK1507  MODELED GRAV-     979,595.1   (mgal)                       NAVD 88
 KK1507
 KK1507  VERT ORDER  -  FIRST     CLASS II
 KK1507
 KK1507.The horizontal coordinates were scaled from a topographic map and have
 KK1507.an estimated accuracy of +/- 6 seconds.
 KK1507
 KK1507.The orthometric height was determined by differential leveling
 KK1507.and adjusted by the National Geodetic Survey in June 1991..
 KK1507
 KK1507.The geoid height was determined by GEOID03.
 KK1507
 KK1507.The dynamic height is computed by dividing the NAVD 88
 KK1507.geopotential number by the normal gravity value computed on the
 KK1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1507.degrees latitude (g = 980.6199 gals.).
 KK1507
 KK1507.The modeled gravity was interpolated from observed gravity values.
 KK1507
 KK1507;                    North         East    Units  Estimated Accuracy
 KK1507;SPC CO C     -   507,840.      973,590.      MT  (+/- 180 meters Scaled)
 KK1507
 KK1507                          SUPERSEDED SURVEY CONTROL
 KK1507
 KK1507  NGVD 29 (??/??/??) 1722.675  (m)         5651.81   (f) ADJUSTED    1 2
 KK1507
 KK1507.Superseded values are not recommended for survey control.
 KK1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1507.See file dsdata.txt to determine how the superseded data were derived.
 KK1507
 KK1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED162900(NAD 83)
 KK1507_MARKER: I = METAL ROD
 KK1507_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1507_SP_SET: STAINLESS STEEL ROD
 KK1507_STAMPING: G 407 1984
 KK1507_MARK LOGO: NGS   
 KK1507_PROJECTION: FLUSH
 KK1507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1507+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2006
 KK1507_ROD/PIPE-DEPTH: 7.3  meters
 KK1507
 KK1507  HISTORY     - Date     Condition        Report By
 KK1507  HISTORY     - 1984     MONUMENTED       NGS
 KK1507  HISTORY     - 20060806 GOOD             USPSQD
 KK1507
 KK1507                          STATION DESCRIPTION
 KK1507
 KK1507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1507'IN AURORA.
 KK1507'IN AURORA, AT THE INTERSECTION OF CHAMBERS ROAD AND DARTMOUTH AVENUE,
 KK1507'12.9 METERS (42.3 FT) SOUTH OF THE CENTER OF THE AVENUE, 12.4 METERS
 KK1507'(40.7 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE ROAD,
 KK1507'3.0 METERS (9.8 FT) SOUTHEAST OF A FENCE CORNER, AND 0.3 METER
 KK1507'(1.0 FT) NORTHEAST OF A FENCE.  NOTE=ACCESS TO THE DATUM POINT IS
 KK1507'THROUGH A 5-INCH LOGO CAP.
 KK1507'THE MARK IS 0.3 M ABOVE THE ROAD.
 KK1507
 KK1507                          STATION RECOVERY (2006)
 KK1507
 KK1507'RECOVERY NOTE BY US POWER SQUADRON 2006 (PDF)
 KK1507'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1359 ***********************************************************************
 KK1359  DESIGNATION -  G 408
 KK1359  PID         -  KK1359
 KK1359  STATE/COUNTY-  CO/JEFFERSON
 KK1359  USGS QUAD   -  GOLDEN (1994)
 KK1359
 KK1359                         *CURRENT SURVEY CONTROL
 KK1359  ___________________________________________________________________
 KK1359* NAD 83(1986)-  39 51 56.     (N)    105 14 28.     (W)     SCALED    
 KK1359* NAVD 88     -      1903.895  (meters)    6246.36   (feet)  ADJUSTED  
 KK1359  ___________________________________________________________________
 KK1359  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 KK1359  DYNAMIC HT  -        1901.974 (meters)    6240.06  (feet)  COMP
 KK1359  MODELED GRAV-     979,549.6   (mgal)                       NAVD 88
 KK1359
 KK1359  VERT ORDER  -  FIRST     CLASS II
 KK1359
 KK1359.The horizontal coordinates were scaled from a topographic map and have
 KK1359.an estimated accuracy of +/- 6 seconds.
 KK1359
 KK1359.The orthometric height was determined by differential leveling
 KK1359.and adjusted by the National Geodetic Survey in June 1991..
 KK1359
 KK1359.The geoid height was determined by GEOID03.
 KK1359
 KK1359.The dynamic height is computed by dividing the NAVD 88
 KK1359.geopotential number by the normal gravity value computed on the
 KK1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1359.degrees latitude (g = 980.6199 gals.).
 KK1359
 KK1359.The modeled gravity was interpolated from observed gravity values.
 KK1359
 KK1359;                    North         East    Units  Estimated Accuracy
 KK1359;SPC CO C     -   530,430.      936,550.      MT  (+/- 180 meters Scaled)
 KK1359
 KK1359                          SUPERSEDED SURVEY CONTROL
 KK1359
 KK1359  NGVD 29 (??/??/??) 1902.902  (m)         6243.10   (f) ADJUSTED    1 2
 KK1359
 KK1359.Superseded values are not recommended for survey control.
 KK1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1359.See file dsdata.txt to determine how the superseded data were derived.
 KK1359
 KK1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE793128(NAD 83)
 KK1359_MARKER: I = METAL ROD
 KK1359_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KK1359+WITH SETTING: INFORMATION.
 KK1359_SP_SET: SHALLOW SET METAL ROD
 KK1359_STAMPING: G 408 1984
 KK1359_MARK LOGO: NGS   
 KK1359_PROJECTION: FLUSH
 KK1359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1359_ROD/PIPE-DEPTH: 1.2  meters
 KK1359
 KK1359  HISTORY     - Date     Condition        Report By
 KK1359  HISTORY     - 1984     MONUMENTED       NGS
 KK1359
 KK1359                          STATION DESCRIPTION
 KK1359
 KK1359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1359'12.9 KM (8.0 MI) NORTH FROM GOLDEN.
 KK1359'12.9 KM (8.0 MI) NORTHERLY ALONG STATE HIGHWAY 93 FROM ITS JUNCTION
 KK1359'WITH STATE HIGHWAY 58 IN GOLDEN, 106.7 METERS (350.1 FT) WEST OF THE
 KK1359'CENTERLINE OF THE HIGHWAY, 16.6 METERS (54.5 FT) SOUTH OF THE
 KK1359'CENTERLINE OF STATE HIGHWAY 72, AND 1.6 METERS (5.2 FT) EAST OF A
 KK1359'UTILITY POLE.  NOTE--REFUSAL WAS REACHED AT 4.0 FT.  ACCESS TO THE
 KK1359'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1359'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 KK1359'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1040 ***********************************************************************
 LL1040  DESIGNATION -  G 409
 LL1040  PID         -  LL1040
 LL1040  STATE/COUNTY-  CO/LARIMER
 LL1040  USGS QUAD   -  LOVELAND (1984)
 LL1040
 LL1040                         *CURRENT SURVEY CONTROL
 LL1040  ___________________________________________________________________
 LL1040* NAD 83(1986)-  40 27 13.     (N)    105 04 39.     (W)     SCALED    
 LL1040* NAVD 88     -      1548.679  (meters)    5080.96   (feet)  ADJUSTED  
 LL1040  ___________________________________________________________________
 LL1040  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 LL1040  DYNAMIC HT  -        1547.351 (meters)    5076.60  (feet)  COMP
 LL1040  MODELED GRAV-     979,713.1   (mgal)                       NAVD 88
 LL1040
 LL1040  VERT ORDER  -  FIRST     CLASS II
 LL1040
 LL1040.The horizontal coordinates were scaled from a topographic map and have
 LL1040.an estimated accuracy of +/- 6 seconds.
 LL1040
 LL1040.The orthometric height was determined by differential leveling
 LL1040.and adjusted by the National Geodetic Survey in June 1991..
 LL1040
 LL1040.The geoid height was determined by GEOID03.
 LL1040
 LL1040.The dynamic height is computed by dividing the NAVD 88
 LL1040.geopotential number by the normal gravity value computed on the
 LL1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1040.degrees latitude (g = 980.6199 gals.).
 LL1040
 LL1040.The modeled gravity was interpolated from observed gravity values.
 LL1040
 LL1040;                    North         East    Units  Estimated Accuracy
 LL1040;SPC CO N     -   429,270.      950,240.      MT  (+/- 180 meters Scaled)
 LL1040
 LL1040                          SUPERSEDED SURVEY CONTROL
 LL1040
 LL1040  NGVD 29 (??/??/??) 1547.812  (m)         5078.11   (f) ADJUSTED    1 2
 LL1040
 LL1040.Superseded values are not recommended for survey control.
 LL1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1040.See file dsdata.txt to determine how the superseded data were derived.
 LL1040
 LL1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE934781(NAD 83)
 LL1040_MARKER: I = METAL ROD
 LL1040_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1040_SP_SET: STAINLESS STEEL ROD
 LL1040_STAMPING: G 409 1984
 LL1040_MARK LOGO: NGS   
 LL1040_PROJECTION: FLUSH
 LL1040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1040_ROD/PIPE-DEPTH: 7.7  meters
 LL1040
 LL1040  HISTORY     - Date     Condition        Report By
 LL1040  HISTORY     - 1984     MONUMENTED       NGS
 LL1040
 LL1040                          STATION DESCRIPTION
 LL1040
 LL1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1040'5.3 KM (3.3 MI) NORTH FROM LOVELAND.
 LL1040'5.3 KM (3.3 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 LL1040'WITH U.S. HIGHWAY 34 IN LOVELAND, 31.3 METERS (102.7 FT) EAST OF THE
 LL1040'SOUTHEAST CORNER OF THE BROOKS RESIDENCE, 14.5 METERS (47.6 FT) SOUTH
 LL1040'OF THE CENTER OF A PRIVATE DRIVE, 12.2 METERS (40.0 FT) WEST OF THE
 LL1040'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, AND 1.1 METERS
 LL1040'(3.6 FT) NORTH OF A UTILITY POLE WITH TWO GUY WIRES.  NOTE--THE MARK
 LL1040'IS ON PROPERTY OWNED BY MR. BARRY BROOKS.  ACCESS TO THE DATUM POINT
 LL1040'IS THROUGH A 5-INCH LOGO CAP.
 LL1040'THE MARK IS 1.1 METERS  N FROM A WITNESS POST.
 LL1040'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0206 ***********************************************************************
 JJ0206  DESIGNATION -  G 41
 JJ0206  PID         -  JJ0206
 JJ0206  STATE/COUNTY-  CO/PROWERS
 JJ0206  USGS QUAD   -  LAMAR EAST (1979)
 JJ0206
 JJ0206                         *CURRENT SURVEY CONTROL
 JJ0206  ___________________________________________________________________
 JJ0206* NAD 83(1986)-  38 05 32.     (N)    102 30 04.     (W)     SCALED    
 JJ0206* NAVD 88     -      1089.577  (meters)    3574.72   (feet)  POSTED    
 JJ0206  ___________________________________________________________________
 JJ0206  GEOID HEIGHT-         -23.40  (meters)                     GEOID03
 JJ0206  DYNAMIC HT  -        1088.550 (meters)    3571.35  (feet)  COMP
 JJ0206  MODELED GRAV-     979,645.4   (mgal)                       NAVD 88
 JJ0206
 JJ0206  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 JJ0206
 JJ0206.The horizontal coordinates were scaled from a topographic map and have
 JJ0206.an estimated accuracy of +/- 6 seconds.
 JJ0206
 JJ0206.The orthometric height was determined by differential leveling
 JJ0206.and adjusted by the National Geodetic Survey in 1992..
 JJ0206.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 JJ0206.rate of 3.1 thru 4.0 mm/km.
 JJ0206
 JJ0206.The geoid height was determined by GEOID03.
 JJ0206
 JJ0206.The dynamic height is computed by dividing the NAVD 88
 JJ0206.geopotential number by the normal gravity value computed on the
 JJ0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0206.degrees latitude (g = 980.6199 gals.).
 JJ0206
 JJ0206.The modeled gravity was interpolated from observed gravity values.
 JJ0206
 JJ0206;                    North         East    Units  Estimated Accuracy
 JJ0206;SPC CO S     -   467,240.    1,177,420.      MT  (+/- 180 meters Scaled)
 JJ0206
 JJ0206                          SUPERSEDED SURVEY CONTROL
 JJ0206
 JJ0206  NGVD 29 (??/??/92) 1089.059  (m)         3573.02   (f) ADJ UNCH    1 2
 JJ0206
 JJ0206.Superseded values are not recommended for survey control.
 JJ0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0206.See file dsdata.txt to determine how the superseded data were derived.
 JJ0206
 JJ0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC191189(NAD 83)
 JJ0206_MARKER: DB = BENCH MARK DISK
 JJ0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0206_STAMPING: G 41 1933
 JJ0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0206+STABILITY: SURFACE MOTION
 JJ0206
 JJ0206  HISTORY     - Date     Condition        Report By
 JJ0206  HISTORY     - 1933     MONUMENTED       CGS
 JJ0206  HISTORY     - 1942     GOOD             NGS
 JJ0206  HISTORY     - 1986     MARK NOT FOUND   NGS
 JJ0206
 JJ0206                          STATION DESCRIPTION
 JJ0206
 JJ0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JJ0206'6.3 MI E FROM LAMAR.
 JJ0206'6.3 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JJ0206'FROM LAMAR, 132 FEET SOUTHEAST OF MILEPOST 496, 11 FEET WEST OF THE
 JJ0206'CENTER OF A FARM-ROAD CROSSING, AND 47 FEET SOUTH OF THE CENTERLINE
 JJ0206'OF THE TRACK.  A STANDARD DISK, STAMPED G 41 1933 AND SET IN THE
 JJ0206'TOP OF A CONCRETE POST.
 JJ0206
 JJ0206                          STATION RECOVERY (1986)
 JJ0206
 JJ0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JJ0206'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1059 ***********************************************************************
 LL1059  DESIGNATION -  G 410
 LL1059  PID         -  LL1059
 LL1059  STATE/COUNTY-  CO/LARIMER
 LL1059  USGS QUAD   -  BERTHOUD (1984)
 LL1059
 LL1059                         *CURRENT SURVEY CONTROL
 LL1059  ___________________________________________________________________
 LL1059* NAD 83(1986)-  40 18 32.     (N)    105 04 27.     (W)     SCALED    
 LL1059* NAVD 88     -      1529.606  (meters)    5018.38   (feet)  ADJUSTED  
 LL1059  ___________________________________________________________________
 LL1059  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 LL1059  DYNAMIC HT  -        1528.246 (meters)    5013.92  (feet)  COMP
 LL1059  MODELED GRAV-     979,683.0   (mgal)                       NAVD 88
 LL1059
 LL1059  VERT ORDER  -  FIRST     CLASS II
 LL1059
 LL1059.The horizontal coordinates were scaled from a topographic map and have
 LL1059.an estimated accuracy of +/- 6 seconds.
 LL1059
 LL1059.The orthometric height was determined by differential leveling
 LL1059.and adjusted by the National Geodetic Survey in June 1991..
 LL1059
 LL1059.The geoid height was determined by GEOID03.
 LL1059
 LL1059.The dynamic height is computed by dividing the NAVD 88
 LL1059.geopotential number by the normal gravity value computed on the
 LL1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1059.degrees latitude (g = 980.6199 gals.).
 LL1059
 LL1059.The modeled gravity was interpolated from observed gravity values.
 LL1059
 LL1059;                    North         East    Units  Estimated Accuracy
 LL1059;SPC CO N     -   413,200.      950,600.      MT  (+/- 180 meters Scaled)
 LL1059
 LL1059                          SUPERSEDED SURVEY CONTROL
 LL1059
 LL1059  NGVD 29 (??/??/??) 1528.711  (m)         5015.45   (f) ADJUSTED    1 2
 LL1059
 LL1059.Superseded values are not recommended for survey control.
 LL1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1059.See file dsdata.txt to determine how the superseded data were derived.
 LL1059
 LL1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE936620(NAD 83)
 LL1059_MARKER: I = METAL ROD
 LL1059_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1059_SP_SET: STAINLESS STEEL ROD
 LL1059_STAMPING: G 410 1984
 LL1059_MARK LOGO: NGS   
 LL1059_PROJECTION: FLUSH
 LL1059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1059_ROD/PIPE-DEPTH: 7.3  meters
 LL1059
 LL1059  HISTORY     - Date     Condition        Report By
 LL1059  HISTORY     - 1984     MONUMENTED       NGS
 LL1059  HISTORY     - 20040224 MARK NOT FOUND   USPSQD
 LL1059
 LL1059                          STATION DESCRIPTION
 LL1059
 LL1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1059'10.9 KM (6.8 MI) SOUTH FROM LOVELAND.
 LL1059'10.9 KM (6.8 MI) SOUTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 LL1059'WITH U.S. HIGHWAY 34 IN LOVELAND, 0.4 KM (0.25 MI) SOUTH OF THE
 LL1059'INTERSECTION OF COUNTY ROAD 14, 12.0 METERS (39.4 FT) WEST OF THE
 LL1059'CENTERLINE OF THE HIGHWAY, 10.5 METERS (34.4 FT) SOUTHWEST OF UTILITY
 LL1059'POLE NUMBER 10, 3.4 METERS (11.2 FT) NORTH OF THE CENTER OF A GATE AND
 LL1059'PRIVATE DRIVE, AND 2.7 METERS (8.9 FT) WEST OF A FENCE CORNER.
 LL1059'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LL1059'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 LL1059'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 LL1059
 LL1059                          STATION RECOVERY (2004)
 LL1059
 LL1059'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL1059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1364 ***********************************************************************
 KK1364  DESIGNATION -  G 411
 KK1364  PID         -  KK1364
 KK1364  STATE/COUNTY-  CO/JEFFERSON
 KK1364  USGS QUAD   -  GOLDEN (1994)
 KK1364
 KK1364                         *CURRENT SURVEY CONTROL
 KK1364  ___________________________________________________________________
 KK1364* NAD 83(1986)-  39 49 20.     (N)    105 13 20.     (W)     SCALED    
 KK1364* NAVD 88     -      1778.339  (meters)    5834.43   (feet)  ADJUSTED  
 KK1364  ___________________________________________________________________
 KK1364  GEOID HEIGHT-         -15.69  (meters)                     GEOID03
 KK1364  DYNAMIC HT  -        1776.574 (meters)    5828.64  (feet)  COMP
 KK1364  MODELED GRAV-     979,570.9   (mgal)                       NAVD 88
 KK1364
 KK1364  VERT ORDER  -  FIRST     CLASS II
 KK1364
 KK1364.The horizontal coordinates were scaled from a topographic map and have
 KK1364.an estimated accuracy of +/- 6 seconds.
 KK1364
 KK1364.The orthometric height was determined by differential leveling
 KK1364.and adjusted by the National Geodetic Survey in June 1991..
 KK1364
 KK1364.The geoid height was determined by GEOID03.
 KK1364
 KK1364.The dynamic height is computed by dividing the NAVD 88
 KK1364.geopotential number by the normal gravity value computed on the
 KK1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1364.degrees latitude (g = 980.6199 gals.).
 KK1364
 KK1364.The modeled gravity was interpolated from observed gravity values.
 KK1364
 KK1364;                    North         East    Units  Estimated Accuracy
 KK1364;SPC CO C     -   525,630.      938,180.      MT  (+/- 180 meters Scaled)
 KK1364
 KK1364                          SUPERSEDED SURVEY CONTROL
 KK1364
 KK1364  NGVD 29 (??/??/??) 1777.373  (m)         5831.26   (f) ADJUSTED    1 2
 KK1364
 KK1364.Superseded values are not recommended for survey control.
 KK1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1364.See file dsdata.txt to determine how the superseded data were derived.
 KK1364
 KK1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE809080(NAD 83)
 KK1364_MARKER: I = METAL ROD
 KK1364_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1364_SP_SET: STAINLESS STEEL ROD
 KK1364_STAMPING: G 411 1984
 KK1364_MARK LOGO: NGS   
 KK1364_PROJECTION: FLUSH
 KK1364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1364_ROD/PIPE-DEPTH: 4.0  meters
 KK1364
 KK1364  HISTORY     - Date     Condition        Report By
 KK1364  HISTORY     - 1984     MONUMENTED       NGS
 KK1364
 KK1364                          STATION DESCRIPTION
 KK1364
 KK1364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1364'7.4 KM (4.6 MI) NORTH FROM GOLDEN.
 KK1364'7.4 KM (4.6 MI) NORTHERLY ALONG STATE HIGHWAY 93 FROM ITS JUNCTION
 KK1364'WITH STATE HIGHWAY 58 IN GOLDEN, 70.7 METERS (232.0 FT) WEST OF THE
 KK1364'CENTERLINE OF THE HIGHWAY, 41.2 METERS (135.2 FT) WEST OF THE
 KK1364'SOUTHWEST CORNER OF A BOX CULVERT, 35.4 METERS (116.1 FT)
 KK1364'WEST-NORTHWEST OF THE CENTER OF A CATTLE GUARD, 15.4 METERS (50.5 FT)
 KK1364'NORTH OF THE CENTER OF A PRIVATE GRAVELED ROAD LEADING WEST TO THE
 KK1364'RALSTON RESERVOIR, 14.0 METERS (45.9 FT) NORTHWEST OF THE CENTER OF A
 KK1364'MANHOLE COVER, AND 8.0 METERS (26.2 FT) WEST OF A FENCE.  NOTE--ACCESS
 KK1364'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1364'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 KK1364'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE7678 ***********************************************************************
 AE7678  DESIGNATION -  G 412 RESET
 AE7678  PID         -  AE7678
 AE7678  STATE/COUNTY-  CO/JEFFERSON
 AE7678  USGS QUAD   -  ARVADA (1994)
 AE7678
 AE7678                         *CURRENT SURVEY CONTROL
 AE7678  ___________________________________________________________________
 AE7678* NAD 83(1986)-  39 46 08.     (N)    105 06 34.     (W)     SCALED    
 AE7678* NAVD 88     -      1645.36   (meters)    5398.2    (feet)  RESET     
 AE7678  ___________________________________________________________________
 AE7678  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 AE7678
 AE7678  VERT ORDER  -  THIRD
 AE7678
 AE7678.The horizontal coordinates were scaled from a topographic map and have
 AE7678.an estimated accuracy of +/- 6 seconds.
 AE7678
 AE7678.The orthometric height was computed from unverified reset data.
 AE7678
 AE7678.The geoid height was determined by GEOID03.
 AE7678
 AE7678;                    North         East    Units  Estimated Accuracy
 AE7678;SPC CO C     -   519,740.      947,870.      MT  (+/- 180 meters Scaled)
 AE7678
 AE7678                          SUPERSEDED SURVEY CONTROL
 AE7678
 AE7678.No superseded survey control is available for this station.
 AE7678
 AE7678_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE906021(NAD 83)
 AE7678_MARKER: I = METAL ROD
 AE7678_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE7678_STAMPING: G 412 RESET 1995
 AE7678_MARK LOGO: NGS   
 AE7678_PROJECTION: FLUSH
 AE7678_MAGNETIC: I = MARKER IS A STEEL ROD
 AE7678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7678_ROD/PIPE-DEPTH: 7.5  meters
 AE7678
 AE7678  HISTORY     - Date     Condition        Report By
 AE7678  HISTORY     - 1995     MONUMENTED       NGS
 AE7678
 AE7678                          STATION DESCRIPTION
 AE7678
 AE7678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 AE7678'IN THE CITY OF WHEAT RIDGE, AT THE INTERSECTION OF KIPLING STREET AND
 AE7678'WEST 38TH AVENUE, THE MARK IS A PUNCH HOLE, TOP CENTER ON A 7.5 M
 AE7678'(24.6 FT) LONG STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCLOSED IN A
 AE7678'5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A CONCRETE COLLAR FLUSH
 AE7678'WITH THE GROUND.  IT IS 60.4 M (198.2 FT) WEST FROM THE CENTER OF
 AE7678'JOHNSON STREET, 50.6 M (166.0 FT) EAST FROM THE CENTER LINE OF NORTH
 AE7678'KIPLING STREET, 16.5 M (54.1 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 AE7678'THE ROOF OF APPLE RIDGE CAFE, 11.0 M (36.1 FT) SOUTH FROM THE CENTER
 AE7678'LINE OF 38TH AVENUE, 4.7 M (15.4 FT) WEST FROM POWER POLE 9955, 5 M
 AE7678'(16.4 FT) WEST FROM THE OLD BENCH MARK AND 0.4 M (1.3 FT) NORTH FROM A
 AE7678'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1421 ***********************************************************************
 KK1421  DESIGNATION -  G 413
 KK1421  PID         -  KK1421
 KK1421  STATE/COUNTY-  CO/BOULDER
 KK1421  USGS QUAD   -  LAFAYETTE (1994)
 KK1421
 KK1421                         *CURRENT SURVEY CONTROL
 KK1421  ___________________________________________________________________
 KK1421* NAD 83(1986)-  39 56 15.     (N)    105 04 17.     (W)     SCALED    
 KK1421* NAVD 88     -      1647.302  (meters)    5404.52   (feet)  ADJUSTED  
 KK1421  ___________________________________________________________________
 KK1421  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 KK1421  DYNAMIC HT  -        1645.725 (meters)    5399.35  (feet)  COMP
 KK1421  MODELED GRAV-     979,611.4   (mgal)                       NAVD 88
 KK1421
 KK1421  VERT ORDER  -  FIRST     CLASS II
 KK1421
 KK1421.The horizontal coordinates were scaled from a topographic map and have
 KK1421.an estimated accuracy of +/- 6 seconds.
 KK1421
 KK1421.The orthometric height was determined by differential leveling
 KK1421.and adjusted by the National Geodetic Survey in June 1991..
 KK1421
 KK1421.The geoid height was determined by GEOID03.
 KK1421
 KK1421.The dynamic height is computed by dividing the NAVD 88
 KK1421.geopotential number by the normal gravity value computed on the
 KK1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1421.degrees latitude (g = 980.6199 gals.).
 KK1421
 KK1421.The modeled gravity was interpolated from observed gravity values.
 KK1421
 KK1421;                    North         East    Units  Estimated Accuracy
 KK1421;SPC CO N     -   371,970.      951,040.      MT  (+/- 180 meters Scaled)
 KK1421
 KK1421                          SUPERSEDED SURVEY CONTROL
 KK1421
 KK1421  NGVD 29 (??/??/??) 1646.366  (m)         5401.45   (f) ADJUSTED    1 2
 KK1421
 KK1421.Superseded values are not recommended for survey control.
 KK1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1421.See file dsdata.txt to determine how the superseded data were derived.
 KK1421
 KK1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE939208(NAD 83)
 KK1421_MARKER: I = METAL ROD
 KK1421_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1421_SP_SET: STAINLESS STEEL ROD
 KK1421_STAMPING: G 413 1984
 KK1421_MARK LOGO: NGS   
 KK1421_PROJECTION: FLUSH
 KK1421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1421_ROD/PIPE-DEPTH: 4.6  meters
 KK1421
 KK1421  HISTORY     - Date     Condition        Report By
 KK1421  HISTORY     - 1984     MONUMENTED       NGS
 KK1421
 KK1421                          STATION DESCRIPTION
 KK1421
 KK1421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1421'IN BROOMFIELD.
 KK1421'IN BROOMFIELD, AT THE INTERSECTION OF MAIN STREET AND EAST 14TH
 KK1421'AVENUE, 29.7 METERS (97.4 FT) SOUTH OF THE CENTER OF THE EAST BOUND
 KK1421'LANES OF THE AVENUE, 21.8 METERS (71.5 FT) EAST OF THE CENTER OF THE
 KK1421'NORTH BOUND LANES OF THE STREET, 5.5 METERS (18.0 FT) NORTHWEST OF A
 KK1421'WOOD FENCE, 0.3 METER (1.0 FT) WEST OF A FENCE, AND 0.3 METER (1.0 FT)
 KK1421'NORTH OF THE SOUTH END OF A WOOD FENCE.  NOTE=ACCESS TO THE DATUM
 KK1421'POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1421'THE MARK IS 03 METERS  N FROM A WITNESS POST.
 KK1421'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1151 ***********************************************************************
 LL1151  DESIGNATION -  G 414
 LL1151  PID         -  LL1151
 LL1151  STATE/COUNTY-  CO/WELD
 LL1151  USGS QUAD   -  KERSEY (1950)
 LL1151
 LL1151                         *CURRENT SURVEY CONTROL
 LL1151  ___________________________________________________________________
 LL1151* NAD 83(1986)-  40 23 19.     (N)    104 31 44.     (W)     SCALED    
 LL1151* NAVD 88     -      1393.440  (meters)    4571.64   (feet)  ADJUSTED  
 LL1151  ___________________________________________________________________
 LL1151  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 LL1151  DYNAMIC HT  -        1392.262 (meters)    4567.78  (feet)  COMP
 LL1151  MODELED GRAV-     979,732.1   (mgal)                       NAVD 88
 LL1151
 LL1151  VERT ORDER  -  FIRST     CLASS II
 LL1151
 LL1151.The horizontal coordinates were scaled from a topographic map and have
 LL1151.an estimated accuracy of +/- 6 seconds.
 LL1151
 LL1151.The orthometric height was determined by differential leveling
 LL1151.and adjusted by the National Geodetic Survey in June 1991..
 LL1151
 LL1151.The geoid height was determined by GEOID03.
 LL1151
 LL1151.The dynamic height is computed by dividing the NAVD 88
 LL1151.geopotential number by the normal gravity value computed on the
 LL1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1151.degrees latitude (g = 980.6199 gals.).
 LL1151
 LL1151.The modeled gravity was interpolated from observed gravity values.
 LL1151
 LL1151;                    North         East    Units  Estimated Accuracy
 LL1151;SPC CO N     -   422,420.      996,850.      MT  (+/- 180 meters Scaled)
 LL1151
 LL1151                          SUPERSEDED SURVEY CONTROL
 LL1151
 LL1151.No superseded survey control is available for this station.
 LL1151
 LL1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE399709(NAD 83)
 LL1151_MARKER: I = METAL ROD
 LL1151_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1151_SP_SET: STAINLESS STEEL ROD
 LL1151_STAMPING: G 414 1984
 LL1151_MARK LOGO: NGS   
 LL1151_PROJECTION: FLUSH
 LL1151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1151_ROD/PIPE-DEPTH: 22.0 meters
 LL1151
 LL1151  HISTORY     - Date     Condition        Report By
 LL1151  HISTORY     - 1984     MONUMENTED       NGS
 LL1151
 LL1151                          STATION DESCRIPTION
 LL1151
 LL1151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1151'13.2 KM (8.2 MI) EAST FROM GREELEY.
 LL1151'13.2 KM (8.2 MI) EASTERLY ALONG U.S. HIGHWAY 34 FROM ITS JUNCTION
 LL1151'WITH U.S. HIGHWAY 85 IN GREELEY, 35.4 M (116.1 FT) NORTHWEST OF THE
 LL1151'NORTHWEST CORNER OF DESPERATION STORE, 21.0 M (68.9 FT) NORTHWEST OF
 LL1151'THE CENTER OF A GATE AND A DRIVEWAY LEADING TO THE STORE, 12.2 M
 LL1151'(40.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 2.5 M (8.2 FT)
 LL1151'NORTHWEST OF A FENCE CORNER, AND 0.7 M (2.3 FT) SOUTHEAST OF A
 LL1151'UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 LL1151'LOGO CAP.
 LL1151'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 LL1151'THE MARK IS 1.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0405 ***********************************************************************
 LN0405  DESIGNATION -  G 415
 LN0405  PID         -  LN0405
 LN0405  STATE/COUNTY-  CO/RIO BLANCO
 LN0405  USGS QUAD   -  MELLEN HILL (1962)
 LN0405
 LN0405                         *CURRENT SURVEY CONTROL
 LN0405  ___________________________________________________________________
 LN0405* NAD 83(1986)-  40 08 00.     (N)    108 55 41.     (W)     SCALED    
 LN0405* NAVD 88     -      1681.641  (meters)    5517.18   (feet)  ADJUSTED  
 LN0405  ___________________________________________________________________
 LN0405  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 LN0405  DYNAMIC HT  -        1680.114 (meters)    5512.17  (feet)  COMP
 LN0405  MODELED GRAV-     979,658.1   (mgal)                       NAVD 88
 LN0405
 LN0405  VERT ORDER  -  FIRST     CLASS II
 LN0405
 LN0405.The horizontal coordinates were scaled from a topographic map and have
 LN0405.an estimated accuracy of +/- 6 seconds.
 LN0405
 LN0405.The orthometric height was determined by differential leveling
 LN0405.and adjusted by the National Geodetic Survey in June 1991..
 LN0405
 LN0405.The geoid height was determined by GEOID03.
 LN0405
 LN0405.The dynamic height is computed by dividing the NAVD 88
 LN0405.geopotential number by the normal gravity value computed on the
 LN0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0405.degrees latitude (g = 980.6199 gals.).
 LN0405
 LN0405.The modeled gravity was interpolated from observed gravity values.
 LN0405
 LN0405;                    North         East    Units  Estimated Accuracy
 LN0405;SPC CO N     -   399,270.      622,320.      MT  (+/- 180 meters Scaled)
 LN0405
 LN0405                          SUPERSEDED SURVEY CONTROL
 LN0405
 LN0405.No superseded survey control is available for this station.
 LN0405
 LN0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK765446(NAD 83)
 LN0405_MARKER: I = METAL ROD
 LN0405_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LN0405+WITH SETTING: INFORMATION.
 LN0405_SP_SET: SHALLOW-SET METAL ROD
 LN0405_STAMPING: G 415 1984
 LN0405_MARK LOGO: NGS   
 LN0405_PROJECTION: FLUSH
 LN0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0405_ROD/PIPE-DEPTH: 2.1  meters
 LN0405
 LN0405  HISTORY     - Date     Condition        Report By
 LN0405  HISTORY     - 1984     MONUMENTED       NGS
 LN0405
 LN0405                          STATION DESCRIPTION
 LN0405
 LN0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0405'12.8 KM (7.95 MI) NW FROM RANGELY.
 LN0405'12.8 KM (7.95 MI) NORTHWESTERLY ALONG STATE HIGHWAY 64 FROM THE POST
 LN0405'OFFICE IN RANGELY, 0.6 KM (0.35 MI) NORTHWEST OF MILPOST 11, 19.8 M
 LN0405'(65.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 9.5 M (31.2 FT)
 LN0405'SOUTHEAST OF THE EXTENDED CENTER OF A DIRT ROAD LEADING SOUTHWEST, AND
 LN0405'1.1 M (3.6 FT) SOUTHEAST OF UTILITY POLE NUMBER 3 AT A LINE CROSSING
 LN0405'OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS HAD THROUGH A
 LN0405'5-INCH LOGO CAP.
 LN0405'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LN0405'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0209 ***********************************************************************
 KM0209  DESIGNATION -  G 416
 KM0209  PID         -  KM0209
 KM0209  STATE/COUNTY-  CO/MESA
 KM0209  USGS QUAD   -  MACK (1973)
 KM0209
 KM0209                         *CURRENT SURVEY CONTROL
 KM0209  ___________________________________________________________________
 KM0209* NAD 83(1986)-  39 11 27.     (N)    108 48 14.     (W)     SCALED    
 KM0209* NAVD 88     -      1372.058  (meters)    4501.49   (feet)  ADJUSTED  
 KM0209  ___________________________________________________________________
 KM0209  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 KM0209  DYNAMIC HT  -        1370.756 (meters)    4497.22  (feet)  COMP
 KM0209  MODELED GRAV-     979,631.2   (mgal)                       NAVD 88
 KM0209
 KM0209  VERT ORDER  -  FIRST     CLASS II
 KM0209
 KM0209.The horizontal coordinates were scaled from a topographic map and have
 KM0209.an estimated accuracy of +/- 6 seconds.
 KM0209
 KM0209.The orthometric height was determined by differential leveling
 KM0209.and adjusted by the National Geodetic Survey in June 1991..
 KM0209
 KM0209.The geoid height was determined by GEOID03.
 KM0209
 KM0209.The dynamic height is computed by dividing the NAVD 88
 KM0209.geopotential number by the normal gravity value computed on the
 KM0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0209.degrees latitude (g = 980.6199 gals.).
 KM0209
 KM0209.The modeled gravity was interpolated from observed gravity values.
 KM0209
 KM0209;                    North         East    Units  Estimated Accuracy
 KM0209;SPC CO C     -   460,680.      629,050.      MT  (+/- 180 meters Scaled)
 KM0209
 KM0209                          SUPERSEDED SURVEY CONTROL
 KM0209
 KM0209.No superseded survey control is available for this station.
 KM0209
 KM0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ896402(NAD 83)
 KM0209_MARKER: I = METAL ROD
 KM0209_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KM0209_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KM0209_STAMPING: G 416 1984
 KM0209_MARK LOGO: NGS   
 KM0209_PROJECTION: FLUSH
 KM0209_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0209+STABILITY: POSITION/ELEVATION WELL
 KM0209_ROD/PIPE-DEPTH: 13.4 meters
 KM0209_SLEEVE-DEPTH  : 13.1 meters
 KM0209
 KM0209  HISTORY     - Date     Condition        Report By
 KM0209  HISTORY     - 1984     MONUMENTED       NGS
 KM0209
 KM0209                          STATION DESCRIPTION
 KM0209
 KM0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0209'1.1 KM (0.7 MI) SE FROM LOMA.
 KM0209'0.1 KM (0.05 MI) SOUTH ALONG STATE HIGHWAY 139 FROM THE POST OFFICE IN
 KM0209'LOMA, THENCE 1.0 KM (0.6 MI) SOUTHEAST ALONG U.S. HIGHWAYS 6 AND 50,
 KM0209'66.2 M (217.2 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 52.1 M
 KM0209'(170.9 FT) SOUTH OF RAILROAD MILEPOST 465, 29.6 M (97.1 FT) SOUTHWEST
 KM0209'OF THE NEAR RAIL OF THE DENVER AND RIO GRANDE WESTERN RAILROAD, AND
 KM0209'26.7 M (87.6 FT) NORTHWEST OF THE CENTER OF COUNTY ROAD 13-1/2 LEADING
 KM0209'SOUTH. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KM0209'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 KM0209'THE MARK IS 0.9 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0648 ***********************************************************************
 JL0648  DESIGNATION -  G 417
 JL0648  PID         -  JL0648
 JL0648  STATE/COUNTY-  CO/CHAFFEE
 JL0648  USGS QUAD   -  SALIDA WEST (1994)
 JL0648
 JL0648                         *CURRENT SURVEY CONTROL
 JL0648  ___________________________________________________________________
 JL0648* NAD 83(1992)-  38 31 20.39594(N)    106 02 35.30483(W)     ADJUSTED  
 JL0648* NAVD 88     -      2234.176  (meters)    7329.96   (feet)  ADJUSTED  
 JL0648  ___________________________________________________________________
 JL0648  X           -  -1,381,324.987 (meters)                     COMP
 JL0648  Y           -  -4,803,599.313 (meters)                     COMP
 JL0648  Z           -   3,952,351.543 (meters)                     COMP
 JL0648  LAPLACE CORR-          -2.07  (seconds)                    DEFLEC99
 JL0648  ELLIP HEIGHT-        2219.51  (meters)          (10/21/02) GPS OBS
 JL0648  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 JL0648  DYNAMIC HT  -        2231.413 (meters)    7320.89  (feet)  COMP
 JL0648  MODELED GRAV-     979,312.5   (mgal)                       NAVD 88
 JL0648
 JL0648  HORZ ORDER  -  FIRST
 JL0648  VERT ORDER  -  FIRST     CLASS II
 JL0648  ELLP ORDER  -  FIFTH     CLASS I
 JL0648
 JL0648.The horizontal coordinates were established by GPS observations
 JL0648.and adjusted by the National Geodetic Survey in June 2000..
 JL0648
 JL0648.The orthometric height was determined by differential leveling
 JL0648.and adjusted by the National Geodetic Survey in June 1991..
 JL0648
 JL0648.Photographs are available for this station.
 JL0648
 JL0648.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JL0648
 JL0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0648
 JL0648.The ellipsoidal height was determined by GPS observations
 JL0648.and is referenced to NAD 83.
 JL0648
 JL0648.The geoid height was determined by GEOID03.
 JL0648
 JL0648.The dynamic height is computed by dividing the NAVD 88
 JL0648.geopotential number by the normal gravity value computed on the
 JL0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0648.degrees latitude (g = 980.6199 gals.).
 JL0648
 JL0648.The modeled gravity was interpolated from observed gravity values.
 JL0648
 JL0648;                    North         East     Units Scale Factor Converg.
 JL0648;SPC CO C     -   381,426.363   867,037.755   MT  0.99998657   -0 20 33.2
 JL0648;SPC CO C     - 1,251,396.33  2,844,606.37   sFT  0.99998657   -0 20 33.2
 JL0648;UTM  13      - 4,264,287.031   409,067.344   MT  0.99970183   -0 38 59.0
 JL0648
 JL0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0648!SPC CO C     -   0.99965187  x   0.99998657  =   0.99963844
 JL0648!UTM  13      -   0.99965187  x   0.99970183  =   0.99935380
 JL0648
 JL0648                          SUPERSEDED SURVEY CONTROL
 JL0648
 JL0648  ELLIP H (06/30/00) 2219.48   (m)                       GP(       ) 1 1
 JL0648  NAVD 88 (06/30/00) 2234.18   (m)         7330.0    (f) LEVELING    3  
 JL0648
 JL0648.Superseded values are not recommended for survey control.
 JL0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0648.See file dsdata.txt to determine how the superseded data were derived.
 JL0648
 JL0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC0906764287(NAD 83)
 JL0648_MARKER: I = METAL ROD
 JL0648_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JL0648+WITH SETTING: INFORMATION.
 JL0648_SP_SET: SHALLOW-SET METAL ROD
 JL0648_STAMPING: G 417 1984
 JL0648_MARK LOGO: NGS   
 JL0648_PROJECTION: FLUSH
 JL0648_MAGNETIC: I = MARKER IS A STEEL ROD
 JL0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0648+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2000
 JL0648_ROD/PIPE-DEPTH: 1.3  meters
 JL0648
 JL0648  HISTORY     - Date     Condition        Report By
 JL0648  HISTORY     - 1984     MONUMENTED       NGS
 JL0648  HISTORY     - 20000309 GOOD             NGS
 JL0648
 JL0648                          STATION DESCRIPTION
 JL0648
 JL0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0648'3.8 KM (2.35 MI) EAST FROM PONCHA SPRINGS.
 JL0648'0.5 KM (0.3 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM ITS SOUTH
 JL0648'JUNCTION WITH U.S. HIGHWAY 50 IN PONCHA SPRINGS, THENCE 3.3 KM (2.05
 JL0648'MI) EASTERLY ALONG CHAFFEE COUNTY ROAD 120, 42.1 M (138.1 FT) NORTH
 JL0648'OF THE CENTERLINE OF THE ROAD, 31.4 M (103.0 FT) SOUTH OF A FENCE
 JL0648'CORNER, 10.3 M (33.8 FT) WEST OF THE CENTERLINE OF COUNTY ROAD 146,
 JL0648'AND 2.4 M (7.9 FT) WEST OF UTILITY POLE NUMBER 11 D 1 WITH A GUY
 JL0648'WIRE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JL0648'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 JL0648'THE MARK IS 0.6 M BELOW THE COUNTY ROAD 120.
 JL0648
 JL0648                          STATION RECOVERY (2000)
 JL0648
 JL0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 JL0648'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) WEST-SOUTHWEST OF SALIDA,
 JL0648'1.8 MI (2.9 KM) EAST-NORTHEAST OF PONCHA SPRINGS AND 1 MI (1.6 KM)
 JL0648'SOUTH-SOUTHEAST OF THE SALIDA/HARRIET ALEXANDER AIRPORT, IN THE
 JL0648'SOUTHEAST 1/4 OF SECTION 2, T 49 N, R 8 E.  OWNERSHIP--CHAFFEE COUNTY
 JL0648'ROAD RIGHT-OF-WAY
 JL0648'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 285 AND
 JL0648'U.S.  HIGHWAY 50 GOING EAST, JUST NORTH OF PONCHA SPRINGS, GO NORTH ON
 JL0648'U.S.  HIGHWAY 285 FOR 0.3 MI (0.5 KM) TO A SIDE ROAD RIGHT, CHAFFEE
 JL0648'COUNTY ROAD 120.  TURN RIGHT, EASTERLY, ON COUNTY ROAD 120 FOR 2.05 MI
 JL0648'(3.30 KM) TO THE STATION NEAR THE NORTHWEST CORNER OF THE INTERSECTION
 JL0648'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 JL0648'TO REFUSAL, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY
 JL0648'A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 42.1 M (138.1 FT)
 JL0648'NORTH FROM THE CENTER LINE OF COUNTY ROAD 120, 31.4 M (103.0 FT) SOUTH
 JL0648'FROM A FENCE CORNER, 10.3 M (33.8 FT) WEST FROM THE CENTER LINE OF
 JL0648'COUNTY ROAD 146, 2.4 M (7.9 FT) WEST FROM UTILITY POLE NUMBER --11 D
 JL0648'1-- WITH GUY WIRE, 0.3 M (1.0 FT) EAST FROM A WITNESS POST AND
 JL0648'RIGHT-OF-WAY FENCE AND ABOUT 0.6 M (2.0 FT) BELOW COUNTY ROAD 120.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0372 ***********************************************************************
 LK0372  DESIGNATION -  G 418
 LK0372  PID         -  LK0372
 LK0372  STATE/COUNTY-  CO/MORGAN
 LK0372  USGS QUAD   -  FORT MORGAN (1984)
 LK0372
 LK0372                         *CURRENT SURVEY CONTROL
 LK0372  ___________________________________________________________________
 LK0372* NAD 83(1992)-  40 15 53.89805(N)    103 48 46.94571(W)     ADJUSTED  
 LK0372* NAVD 88     -      1316.837  (meters)    4320.32   (feet)  ADJUSTED  
 LK0372  ___________________________________________________________________
 LK0372  X           -  -1,163,864.485 (meters)                     COMP
 LK0372  Y           -  -4,733,756.113 (meters)                     COMP
 LK0372  Z           -   4,101,318.586 (meters)                     COMP
 LK0372  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 LK0372  ELLIP HEIGHT-        1297.32  (meters)          (10/21/02) GPS OBS
 LK0372  GEOID HEIGHT-         -19.48  (meters)                     GEOID03
 LK0372  DYNAMIC HT  -        1315.778 (meters)    4316.85  (feet)  COMP
 LK0372  MODELED GRAV-     979,775.4   (mgal)                       NAVD 88
 LK0372
 LK0372  HORZ ORDER  -  FIRST
 LK0372  VERT ORDER  -  FIRST     CLASS II
 LK0372  ELLP ORDER  -  FIFTH     CLASS I
 LK0372
 LK0372.The horizontal coordinates were established by GPS observations
 LK0372.and adjusted by the National Geodetic Survey in August 1998..
 LK0372
 LK0372.The orthometric height was determined by differential leveling
 LK0372.and adjusted by the National Geodetic Survey in June 1991..
 LK0372
 LK0372.Photographs are available for this station.
 LK0372
 LK0372.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0372
 LK0372.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0372
 LK0372.The ellipsoidal height was determined by GPS observations
 LK0372.and is referenced to NAD 83.
 LK0372
 LK0372.The geoid height was determined by GEOID03.
 LK0372
 LK0372.The dynamic height is computed by dividing the NAVD 88
 LK0372.geopotential number by the normal gravity value computed on the
 LK0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0372.degrees latitude (g = 980.6199 gals.).
 LK0372
 LK0372.The modeled gravity was interpolated from observed gravity values.
 LK0372
 LK0372;                    North         East     Units Scale Factor Converg.
 LK0372;SPC CO N     -   409,605.855 1,057,884.610   MT  0.99995688   +1 05 24.0
 LK0372;SPC CO N     - 1,343,848.54  3,470,743.09   sFT  0.99995688   +1 05 24.0
 LK0372;UTM  13      - 4,457,842.890   600,927.005   MT  0.99972539   +0 46 02.0
 LK0372
 LK0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0372!SPC CO N     -   0.99979653  x   0.99995688  =   0.99975342
 LK0372!UTM  13      -   0.99979653  x   0.99972539  =   0.99952197
 LK0372
 LK0372                          SUPERSEDED SURVEY CONTROL
 LK0372
 LK0372  ELLIP H (08/11/98) 1297.38   (m)                       GP(       ) 4 1
 LK0372  NAVD 88 (08/11/98) 1316.84   (m)         4320.3    (f) LEVELING    3  
 LK0372
 LK0372.Superseded values are not recommended for survey control.
 LK0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0372.See file dsdata.txt to determine how the superseded data were derived.
 LK0372
 LK0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE0092757843(NAD 83)
 LK0372_MARKER: I = METAL ROD
 LK0372_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0372_SP_SET: STAINLESS STEEL ROD
 LK0372_STAMPING: G 418 1984
 LK0372_MARK LOGO: NGS   
 LK0372_PROJECTION: FLUSH
 LK0372_MAGNETIC: I = MARKER IS A STEEL ROD
 LK0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0372+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2000
 LK0372_ROD/PIPE-DEPTH: 22.0 meters
 LK0372
 LK0372  HISTORY     - Date     Condition        Report By
 LK0372  HISTORY     - 1984     MONUMENTED       NGS
 LK0372  HISTORY     - 19970505 GOOD             NGS
 LK0372  HISTORY     - 20000125 GOOD             NGS
 LK0372
 LK0372                          STATION DESCRIPTION
 LK0372
 LK0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LK0372'1.0 KM (0.6 MI) WEST FROM FORT MORGAN.
 LK0372'1.0 KM (0.6 MI) WESTERLY ALONG INTERSTATE HIGHWAY 76 FROM ITS
 LK0372'JUNCTION WITH STATE HIGHWAY 52 IN FORT MORGAN, 32.6 M (107.0 FT)
 LK0372'SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, AND
 LK0372'11.3 M (37.1 FT) SOUTH OF THE SOUTH LEG OF A HIGHWAY INFORMATION
 LK0372'SIGN.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LK0372'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 LK0372'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 LK0372
 LK0372                          STATION RECOVERY (1997)
 LK0372
 LK0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 LK0372'THE STATION IS LOCATED ABOUT 1.0 MI (1.6 KM) EAST-SOUTHEAST FROM LOG
 LK0372'LANE VILLAGE, 1.0 MI (1.6 KM) NORTHWEST FROM FORT MORGAN AND 0.2 MI
 LK0372'(0.3 KM) NORTHWEST FROM THE FORT MORGAN SUGAR REFINERY, IN THE
 LK0372'SOUTHEAST 1/4 OF SECTION 36, T 4 N, R 58 W, AT INTERSTATE HIGHWAY 76
 LK0372'MILEPOST 79.55.  OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION  TO
 LK0372'REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 76 AND STATE
 LK0372'HIGHWAY 144 ON THE WEST SIDE OF FORT MORGAN, GO EAST ON INTERSTATE 76
 LK0372'FOR 0.7 MI (1.1 KM) TO THE STATION ON THE RIGHT  THE MARK IS A PUNCH
 LK0372'HOLE, TOP CENTER ON A 22.0 M (72.2 FT) LONG STAINLESS STEEL ROD DRIVEN
 LK0372'TO REFUSAL, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY
 LK0372'A CONCRETE COLLAR, FLUSH WITH THE GROUND.  IT IS 32.6 M (107.0 FT)
 LK0372'SOUTH FROM THE CENTER LINE OF THE EASTBOUND LANES OF THE HIGHWAY, 11.3
 LK0372'M (37.1 FT) SOUTH FROM THE SOUTH LEG OF A HIGHWAY INFROMATION
 LK0372'SIGN--FOOD-EXIT 80--, 0.25 M (0.82 FT) NORTH FROM A WITNESS POST AND
 LK0372'RIGHT-OF-WAY FENCE AND ABOUT 60 CM ABOVE INTERSTATE HIGHWAY.
 LK0372
 LK0372                          STATION RECOVERY (2000)
 LK0372
 LK0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 LK0372'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0402 ***********************************************************************
 LK0402  DESIGNATION -  G 419
 LK0402  PID         -  LK0402
 LK0402  STATE/COUNTY-  CO/LOGAN
 LK0402  USGS QUAD   -  ATWOOD (1951)
 LK0402
 LK0402                         *CURRENT SURVEY CONTROL
 LK0402  ___________________________________________________________________
 LK0402* NAD 83(1986)-  40 32 38.     (N)    103 16 10.     (W)     SCALED    
 LK0402* NAVD 88     -      1216.072  (meters)    3989.73   (feet)  ADJUSTED  
 LK0402  ___________________________________________________________________
 LK0402  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 LK0402  DYNAMIC HT  -        1215.168 (meters)    3986.76  (feet)  COMP
 LK0402  MODELED GRAV-     979,839.1   (mgal)                       NAVD 88
 LK0402
 LK0402  VERT ORDER  -  FIRST     CLASS II
 LK0402
 LK0402.The horizontal coordinates were scaled from a topographic map and have
 LK0402.an estimated accuracy of +/- 6 seconds.
 LK0402
 LK0402.The orthometric height was determined by differential leveling
 LK0402.and adjusted by the National Geodetic Survey in June 1991..
 LK0402
 LK0402.The geoid height was determined by GEOID03.
 LK0402
 LK0402.The dynamic height is computed by dividing the NAVD 88
 LK0402.geopotential number by the normal gravity value computed on the
 LK0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0402.degrees latitude (g = 980.6199 gals.).
 LK0402
 LK0402.The modeled gravity was interpolated from observed gravity values.
 LK0402
 LK0402;                    North         East    Units  Estimated Accuracy
 LK0402;SPC CO N     -   441,590.    1,103,330.      MT  (+/- 180 meters Scaled)
 LK0402
 LK0402                          SUPERSEDED SURVEY CONTROL
 LK0402
 LK0402.No superseded survey control is available for this station.
 LK0402
 LK0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE465895(NAD 83)
 LK0402_MARKER: I = METAL ROD
 LK0402_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0402_SP_SET: STAINLESS STEEL ROD
 LK0402_STAMPING: G 419 1984
 LK0402_MARK LOGO: NGS   
 LK0402_PROJECTION: FLUSH
 LK0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0402_ROD/PIPE-DEPTH: 22.0 meters
 LK0402
 LK0402  HISTORY     - Date     Condition        Report By
 LK0402  HISTORY     - 1984     MONUMENTED       NGS
 LK0402
 LK0402                          STATION DESCRIPTION
 LK0402
 LK0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LK0402'IN ATWOOD.
 LK0402'IN ATWOOD, AT THE JUNCTION OF U.S. HIGHWAY 6 AND STATE HIGHWAY 63,
 LK0402'21.2 M (69.6 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST BOUND
 LK0402'LANES OF THE HIGHWAY, 19,7 M (64.6 FT) NORTHEAST OF THE CENTERLINE OF
 LK0402'THE STATE HIGHWAY, 18.5 M (60.7 FT) NORTHWEST OF THE NEAR RAIL OF THE
 LK0402'UNION PACIFIC RAILROAD, AND 1.0 M (3.3 FT) SOUTHWEST OF A UTILITY
 LK0402'POLE WITH TWO GUY WIRES.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 LK0402'A 5-INCH LOGO CAP.
 LK0402'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LK0402'THE MARK IS ABOVE LEVEL WITH THE HIGHWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0098 ***********************************************************************
 HM0098  DESIGNATION -  G 42
 HM0098  PID         -  HM0098
 HM0098  STATE/COUNTY-  CO/MONTEZUMA
 HM0098  USGS QUAD   -  BATTLE ROCK (1979)
 HM0098
 HM0098                         *CURRENT SURVEY CONTROL
 HM0098  ___________________________________________________________________
 HM0098* NAD 83(1986)-  37 19 46.     (N)    108 46 06.     (W)     SCALED    
 HM0098* NAVD 88     -      1739.092  (meters)    5705.67   (feet)  POSTED    
 HM0098  ___________________________________________________________________
 HM0098  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 HM0098  DYNAMIC HT  -        1737.010 (meters)    5698.84  (feet)  COMP
 HM0098  MODELED GRAV-     979,374.7   (mgal)                       NAVD 88
 HM0098
 HM0098  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HM0098
 HM0098.The horizontal coordinates were scaled from a topographic map and have
 HM0098.an estimated accuracy of +/- 6 seconds.
 HM0098
 HM0098.The orthometric height was determined by differential leveling
 HM0098.and adjusted by the National Geodetic Survey in 1992..
 HM0098.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HM0098.rate of 0.0 thru 1.0 mm/km.
 HM0098
 HM0098.The geoid height was determined by GEOID03.
 HM0098
 HM0098.The dynamic height is computed by dividing the NAVD 88
 HM0098.geopotential number by the normal gravity value computed on the
 HM0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0098.degrees latitude (g = 980.6199 gals.).
 HM0098
 HM0098.The modeled gravity was interpolated from observed gravity values.
 HM0098
 HM0098;                    North         East    Units  Estimated Accuracy
 HM0098;SPC CO S     -   383,430.      624,810.      MT  (+/- 180 meters Scaled)
 HM0098
 HM0098                          SUPERSEDED SURVEY CONTROL
 HM0098
 HM0098  NGVD 29 (??/??/92) 1738.035  (m)         5702.20   (f) ADJ UNCH    1 2
 HM0098
 HM0098.Superseded values are not recommended for survey control.
 HM0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0098.See file dsdata.txt to determine how the superseded data were derived.
 HM0098
 HM0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG977337(NAD 83)
 HM0098_MARKER: DB = BENCH MARK DISK
 HM0098_SETTING: 0 = UNSPECIFIED SETTING
 HM0098_STAMPING: G 42 1934
 HM0098_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0098
 HM0098  HISTORY     - Date     Condition        Report By
 HM0098  HISTORY     - 1934     MONUMENTED       CGS
 HM0098  HISTORY     - 1975     GOOD             USGS
 HM0098  HISTORY     - 1984     MARK NOT FOUND   NGS
 HM0098
 HM0098                          STATION DESCRIPTION
 HM0098
 HM0098'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 HM0098'13.2 MI SW FROM CORTEZ.
 HM0098'CORTEZ, 3.0 MILES SW ON US 666, THEN 9.8 MILES WEST ALONG STATE ROAD
 HM0098'NO. 32, TO A BRIDGE 0.25 MILES WEST OF A FORTY FT. DEEP CUT, 440 FT.
 HM0098'NORTH OF THE BRIDGE, WEST SIDE OF OLD ROAD, TEN FT. SOUTH OF SISCOES
 HM0098'CABIN, ONE FT. SOUTH OF PORCH.  NOTE-- THE CABIN IS ACTUALLY A SMALL
 HM0098'BROWN TRAILER HOUSE THAT IS SET UP PERMANENTLY.
 HM0098
 HM0098                          STATION RECOVERY (1984)
 HM0098
 HM0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HM0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0152 ***********************************************************************
 KM0152  DESIGNATION -  G 420
 KM0152  PID         -  KM0152
 KM0152  STATE/COUNTY-  CO/RIO BLANCO
 KM0152  USGS QUAD   -  PHILADELPHIA CREEK (1964)
 KM0152
 KM0152                         *CURRENT SURVEY CONTROL
 KM0152  ___________________________________________________________________
 KM0152* NAD 83(1992)-  39 53 56.60888(N)    108 44 10.85876(W)     ADJUSTED  
 KM0152* NAVD 88     -      1773.738  (meters)    5819.34   (feet)  ADJUSTED  
 KM0152  ___________________________________________________________________
 KM0152  X           -  -1,574,350.282 (meters)                     COMP
 KM0152  Y           -  -4,641,519.068 (meters)                     COMP
 KM0152  Z           -   4,070,520.782 (meters)                     COMP
 KM0152  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 KM0152  ELLIP HEIGHT-        1757.53  (meters)          (12/03/02) GPS OBS
 KM0152  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 KM0152  DYNAMIC HT  -        1772.039 (meters)    5813.76  (feet)  COMP
 KM0152  MODELED GRAV-     979,605.3   (mgal)                       NAVD 88
 KM0152
 KM0152  HORZ ORDER  -  FIRST
 KM0152  VERT ORDER  -  FIRST     CLASS II
 KM0152  ELLP ORDER  -  FOURTH    CLASS II
 KM0152
 KM0152.The horizontal coordinates were established by GPS observations
 KM0152.and adjusted by the CO DEPT OF TRANSP in October 2002..
 KM0152
 KM0152.The orthometric height was determined by differential leveling
 KM0152.and adjusted by the National Geodetic Survey in June 1991..
 KM0152
 KM0152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KM0152
 KM0152.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0152
 KM0152.The ellipsoidal height was determined by GPS observations
 KM0152.and is referenced to NAD 83.
 KM0152
 KM0152.The geoid height was determined by GEOID03.
 KM0152
 KM0152.The dynamic height is computed by dividing the NAVD 88
 KM0152.geopotential number by the normal gravity value computed on the
 KM0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0152.degrees latitude (g = 980.6199 gals.).
 KM0152
 KM0152.The modeled gravity was interpolated from observed gravity values.
 KM0152
 KM0152;                    North         East     Units Scale Factor Converg.
 KM0152;SPC CO N     -   372,662.787   637,699.139   MT  0.99997557   -2 05 28.0
 KM0152;SPC CO N     - 1,222,644.49  2,092,184.59   sFT  0.99997557   -2 05 28.0
 KM0152;UTM  12      - 4,419,006.507   693,517.754   MT  1.00006105   +1 27 08.8
 KM0152
 KM0152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0152!SPC CO N     -   0.99972435  x   0.99997557  =   0.99969993
 KM0152!UTM  12      -   0.99972435  x   1.00006105  =   0.99978539
 KM0152
 KM0152                          SUPERSEDED SURVEY CONTROL
 KM0152
 KM0152  ELLIP H (10/09/02) 1757.53   (m)                       GP(       ) 4 1
 KM0152  NAVD 88 (10/09/02) 1773.74   (m)         5819.3    (f) LEVELING    3  
 KM0152
 KM0152.Superseded values are not recommended for survey control.
 KM0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0152.See file dsdata.txt to determine how the superseded data were derived.
 KM0152
 KM0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK9351819007(NAD 83)
 KM0152_MARKER: I = METAL ROD
 KM0152_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KM0152_SP_SET: STAINLESS STEEL ROD
 KM0152_STAMPING: G 420 1984
 KM0152_MARK LOGO: NGS   
 KM0152_PROJECTION: RECESSED 15 CENTIMETERS
 KM0152_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KM0152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0152+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2001
 KM0152_ROD/PIPE-DEPTH: 14.7 meters
 KM0152
 KM0152  HISTORY     - Date     Condition        Report By
 KM0152  HISTORY     - 1984     MONUMENTED       NGS
 KM0152  HISTORY     - 19980204 GOOD             NGS
 KM0152  HISTORY     - 20011103 GOOD             NGS
 KM0152  HISTORY     - 20060523 GOOD             GEOCAC
 KM0152
 KM0152                          STATION DESCRIPTION
 KM0152
 KM0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0152'24.3 KM (15.1 MI) SOUTH FROM RANGELY.
 KM0152'1.8 KM (1.1 MI) EAST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE IN
 KM0152'RANGELY, THENCE 22.5 KM (14.0 MI) SOUTHERLY ALONG STATE HIGHWAY 139,
 KM0152'0.4 KM (0.25 MI) SOUTHEAST OF MILEPOST 58, 0.5 KM (0.3 MI) NORTHWEST
 KM0152'OF A SMALL HIGHWAY BRIDGE, 39.4 M (129.3 FT) NORTHWEST OF A UTILITY
 KM0152'POLE WITH LINES CROSSING THE HIGHWAY, 26.2 M (86.0 FT) EAST OF THE
 KM0152'CENTERLINE OF THE HIGHWAY, AND 10.4 M (34.1 FT) SOUTH OF THE CENTER OF
 KM0152'RIO BLANCO COUNTY ROAD 128 AT A CATTLE GUARD.  NOTE--ACCESS TO DATUM
 KM0152'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KM0152'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 KM0152'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 KM0152
 KM0152                          STATION RECOVERY (1998)
 KM0152
 KM0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 KM0152'THIS MARK MIGHT GET DISTURBED BY A CONSTRUCTION PROJECT.  IT WAS RESET
 KM0152'OUT OF THE CONSTRUCTION AREA.  LOOK FOR G 420 RESET 1995 FOR THE RESET
 KM0152'MARK.
 KM0152
 KM0152                          STATION RECOVERY (2001)
 KM0152
 KM0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 KM0152'THE STATION IS LOCATED 20.5 MI NORTH-NORTHEAST OF DOUGLAS PASS, 13.5
 KM0152'MI SOUTH OF RANGELY
 KM0152'AND 17.0 MI NORTH OF THE RIO BLANCO-GARFIELD COUNTY LINE, IN THE SOUTH
 KM0152'CENTER OF SECTION
 KM0152'36, T2 S, R 101 W, AT STATE HIGHWAY MILEPOST 57.8. OWNERSHIP--U. S.
 KM0152'BUREAU OF LAND
 KM0152'MANAGEMENT.
 KM0152' 
 KM0152'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 64 AND
 KM0152'STATE HIGHWAY 139,
 KM0152'EAST OF RANGELY, GO SOUTH ON STATE HIGHWAY 139 FOR 14.0 MI TO THE
 KM0152'STATION ON THE LEFT,
 KM0152'0.3 MI NORTHWEST FROM A SMALL HIGHWAY BRIDGE.
 KM0152' 
 KM0152'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 14.7 M LONG STAINLESS STEEL
 KM0152'ROD DRIVEN TO
 KM0152'REFUSAL, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A
 KM0152'CONCRETE COLLAR
 KM0152'RECESSED 15 CM BELOW THE GROUND LEVEL. IT IS 39.4 M NORTHWEST FROM A
 KM0152'UTILITY POLE WITH
 KM0152'LINES CROSSING THE HIGHWAY, 26.2 M EAST FROM THE CENTER LINE OF THE
 KM0152'HIGHWAY, 10.4 M
 KM0152'SOUTH FROM THE CENTER OF RIO BLANCO ROAD 128--PHILADELPHIA CREEK
 KM0152'ROAD--, 5.3 M
 KM0152'SOUTH-SOUTHEAST FROM A TELEPHONE RISER BOX NUMBER 57308, 1.4 M WEST
 KM0152'FROM THE WESTERN
 KM0152'ONE OF TWO POSTS HOLDING A BUREAU OF LAND MANAGEMENT SIGN--COW CANYON
 KM0152'SITE--, 0.3 M
 KM0152'WEST FROM A WITNESS POST AND FENCE AND ABOUT 1.6 M BELOW THE HIGHWAY.
 KM0152' 
 KM0152' 
 KM0152'
 KM0152
 KM0152                          STATION RECOVERY (2006)
 KM0152
 KM0152'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KM0152'FOUND 17.0 FEET SOUTHWEST OF THE MORE SOUTHERLY OF TWO ROUND WOOD
 KM0152'POSTS THAT SUPPORT A SIGN FOR THE COW CANYON SITE.  HANDHELD
 KM0152'COORDINATES ARE N39-53-56.64 W108-44-10.86.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE7684 ***********************************************************************
 AE7684  DESIGNATION -  G 420 RESET
 AE7684  PID         -  AE7684
 AE7684  STATE/COUNTY-  CO/RIO BLANCO
 AE7684  USGS QUAD   -  PHILADELPHIA CREEK (1964)
 AE7684
 AE7684                         *CURRENT SURVEY CONTROL
 AE7684  ___________________________________________________________________
 AE7684* NAD 83(1986)-  39 53 57.     (N)    108 44 13.     (W)     SCALED    
 AE7684* NAVD 88     -      1781.31   (meters)    5844.2    (feet)  RESET     
 AE7684  ___________________________________________________________________
 AE7684  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 AE7684
 AE7684  VERT ORDER  -  THIRD
 AE7684
 AE7684.The horizontal coordinates were scaled from a topographic map and have
 AE7684.an estimated accuracy of +/- 6 seconds.
 AE7684
 AE7684.The orthometric height was computed from unverified reset data.
 AE7684
 AE7684.The geoid height was determined by GEOID03.
 AE7684
 AE7684;                    North         East    Units  Estimated Accuracy
 AE7684;SPC CO N     -   372,680.      637,650.      MT  (+/- 180 meters Scaled)
 AE7684
 AE7684                          SUPERSEDED SURVEY CONTROL
 AE7684
 AE7684.No superseded survey control is available for this station.
 AE7684
 AE7684_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK934190(NAD 83)
 AE7684_MARKER: DV = VERTICAL CONTROL DISK
 AE7684_SETTING: 80 = SET IN A BOULDER
 AE7684_STAMPING: G 420 RESET 1995
 AE7684_MARK LOGO: NGS   
 AE7684_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7684+STABILITY: SURFACE MOTION
 AE7684_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE7684+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 AE7684
 AE7684  HISTORY     - Date     Condition        Report By
 AE7684  HISTORY     - 1995     MONUMENTED       NGS
 AE7684  HISTORY     - 20060523 GOOD             GEOCAC
 AE7684
 AE7684                          STATION DESCRIPTION
 AE7684
 AE7684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 AE7684'1.8 KM (1.10 MI) EAST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE IN
 AE7684'RANGELY, THENCE 22.5 KM (14.00 MI) SOUTHERLY ALONG STATE HIGHWAY 139
 AE7684'TO THE MARK ON THE LEFT, AT STATE HIGHWAY 139 MILEPOST 57.8, ON BLM
 AE7684'LAND.  IT IS ABOUT 0.1 MI (0.2 KM) NORTHWEST FROM A GAS PUMPING
 AE7684'STATION AND 0.1 MI (0.2 KM) EAST-NORTHEAST FROM HIGHWAY 139.  THE MARK
 AE7684'IS A STANDARD DISK SET INTO THE TOP OF A LARGE, 2.4 M (7.9 FT) BY 5 M
 AE7684'(16.4 FT) BY 0.6 M (2.0 FT) HIGH SANDSTONE BOULDER.  IT IS 73.0 M
 AE7684'(239.5 FT) NORTH FROM DIRT COUNTY ROAD 128, 20.6 M (67.6 FT) EAST FROM
 AE7684'A 6-INCH METAL PIPE OF THE EASTERN MOST AND TALLEST OF THE CORRAL
 AE7684'POSTS, 9.4 M (30.8 FT) SOUTH-SOUTHEAST FROM A CLIFF FACE AND 4.6 M
 AE7684'(15.1 FT) NORTH FROM A WITNESS POST.
 AE7684
 AE7684                          STATION RECOVERY (2006)
 AE7684
 AE7684'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 AE7684'FOUND ABOUT 355 FEET NORTH-NORTHEAST FROM THE CATTLE GUARD ACROSS DIRT
 AE7684'COUNTY ROAD 128 AT ITS INTERSECTION WITH STATE HIGHWAY 139.  HANDHELD
 AE7684'COORDINATES ARE N39-54-00.30 W108-44-09.30.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0589 ***********************************************************************
 JL0589  DESIGNATION -  G 421
 JL0589  PID         -  JL0589
 JL0589  STATE/COUNTY-  CO/CHAFFEE
 JL0589  USGS QUAD   -  SALIDA WEST (1994)
 JL0589
 JL0589                         *CURRENT SURVEY CONTROL
 JL0589  ___________________________________________________________________
 JL0589* NAD 83(1986)-  38 30 14.     (N)    106 04 56.     (W)     SCALED    
 JL0589* NAVD 88     -      2305.784  (meters)    7564.89   (feet)  ADJUSTED  
 JL0589  ___________________________________________________________________
 JL0589  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 JL0589  DYNAMIC HT  -        2302.872 (meters)    7555.34  (feet)  COMP
 JL0589  MODELED GRAV-     979,283.7   (mgal)                       NAVD 88
 JL0589
 JL0589  VERT ORDER  -  FIRST     CLASS II
 JL0589
 JL0589.The horizontal coordinates were scaled from a topographic map and have
 JL0589.an estimated accuracy of +/- 6 seconds.
 JL0589
 JL0589.The orthometric height was determined by differential leveling
 JL0589.and adjusted by the National Geodetic Survey in June 1991..
 JL0589
 JL0589.The geoid height was determined by GEOID03.
 JL0589
 JL0589.The dynamic height is computed by dividing the NAVD 88
 JL0589.geopotential number by the normal gravity value computed on the
 JL0589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0589.degrees latitude (g = 980.6199 gals.).
 JL0589
 JL0589.The modeled gravity was interpolated from observed gravity values.
 JL0589
 JL0589;                    North         East    Units  Estimated Accuracy
 JL0589;SPC CO C     -   379,400.      863,620.      MT  (+/- 180 meters Scaled)
 JL0589
 JL0589                          SUPERSEDED SURVEY CONTROL
 JL0589
 JL0589.No superseded survey control is available for this station.
 JL0589
 JL0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC056622(NAD 83)
 JL0589_MARKER: I = METAL ROD
 JL0589_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JL0589_SP_SET: STAINLESS STEEL ROD
 JL0589_STAMPING: G 421 1984
 JL0589_MARK LOGO: NGS   
 JL0589_PROJECTION: FLUSH
 JL0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0589_ROD/PIPE-DEPTH: 9.8  meters
 JL0589
 JL0589  HISTORY     - Date     Condition        Report By
 JL0589  HISTORY     - 1984     MONUMENTED       NGS
 JL0589
 JL0589                          STATION DESCRIPTION
 JL0589
 JL0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0589'2.1 KM (1.3 MI) SOUTH FROM PONCHA SPRINGS.
 JL0589'2.1 KM (1.3 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM ITS NORTH
 JL0589'JUNCTION WITH U.S. HIGHWAY 50 IN PONCHA SPRINGS, 20.2 M (66.3 FT)
 JL0589'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 9.1 M (29.9 FT)
 JL0589'SOUTHWEST OF THE CENTER OF COUNTY ROAD 206.  NOTE=ACCESS TO THE DATUM
 JL0589'POINT IS THROUGH A 5-INCH LOGO CAP.
 JL0589'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST
 JL0589'THE MARK IS 1.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0580 ***********************************************************************
 JL0580  DESIGNATION -  G 422
 JL0580  PID         -  JL0580
 JL0580  STATE/COUNTY-  CO/CHAFFEE
 JL0580  USGS QUAD   -  MAYSVILLE (1994)
 JL0580
 JL0580                         *CURRENT SURVEY CONTROL
 JL0580  ___________________________________________________________________
 JL0580* NAD 83(1986)-  38 32 33.     (N)    106 14 06.     (W)     SCALED    
 JL0580* NAVD 88     -      2661.084  (meters)    8730.57   (feet)  ADJUSTED  
 JL0580  ___________________________________________________________________
 JL0580  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 JL0580  DYNAMIC HT  -        2657.593 (meters)    8719.12  (feet)  COMP
 JL0580  MODELED GRAV-     979,220.7   (mgal)                       NAVD 88
 JL0580
 JL0580  VERT ORDER  -  FIRST     CLASS II
 JL0580
 JL0580.The horizontal coordinates were scaled from a topographic map and have
 JL0580.an estimated accuracy of +/- 6 seconds.
 JL0580
 JL0580.The orthometric height was determined by differential leveling
 JL0580.and adjusted by the National Geodetic Survey in June 1991..
 JL0580
 JL0580.The geoid height was determined by GEOID03.
 JL0580
 JL0580.The dynamic height is computed by dividing the NAVD 88
 JL0580.geopotential number by the normal gravity value computed on the
 JL0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0580.degrees latitude (g = 980.6199 gals.).
 JL0580
 JL0580.The modeled gravity was interpolated from observed gravity values.
 JL0580
 JL0580;                    North         East    Units  Estimated Accuracy
 JL0580;SPC CO C     -   383,780.      850,330.      MT  (+/- 180 meters Scaled)
 JL0580
 JL0580                          SUPERSEDED SURVEY CONTROL
 JL0580
 JL0580.No superseded survey control is available for this station.
 JL0580
 JL0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC923667(NAD 83)
 JL0580_MARKER: I = METAL ROD
 JL0580_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JL0580+WITH SETTING: INFORMATION.
 JL0580_SP_SET: SHALLOW-SET METAL ROD
 JL0580_STAMPING: G 422 1984
 JL0580_MARK LOGO: NGS   
 JL0580_PROJECTION: FLUSH
 JL0580_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0580_ROD/PIPE-DEPTH: 1.2  meters
 JL0580
 JL0580  HISTORY     - Date     Condition        Report By
 JL0580  HISTORY     - 1984     MONUMENTED       NGS
 JL0580
 JL0580                          STATION DESCRIPTION
 JL0580
 JL0580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0580'14.1 KM (8.75 MI) WEST FROM PONCHA SPRINGS.
 JL0580'14.1 KM (8.75 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS NORTH
 JL0580'JUNCTION WITH U.S. HIGHWAY 285 IN PONCHA SPRINGS, 0.9 KM (0.55 MI)
 JL0580'EAST OF A UTILITY LINE CROSSING, 13.1 M (43.0 FT) NORTH OF THE
 JL0580'CENTERLINE OF THE HIGHWAY, AND 0.9 M (3.0 FT) NORTHWEST OF THE SOUTH
 JL0580'LEG OF A SIGN (USE ASHTRAY).  NOTE=REFUSAL WAS REACHED AT 3.8 FT.
 JL0580'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 JL0580'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0536 ***********************************************************************
 JL0536  DESIGNATION -  G 423
 JL0536  PID         -  JL0536
 JL0536  STATE/COUNTY-  CO/GUNNISON
 JL0536  USGS QUAD   -  HOUSTON GULCH (1962)
 JL0536
 JL0536                         *CURRENT SURVEY CONTROL
 JL0536  ___________________________________________________________________
 JL0536* NAD 83(1986)-  38 29 51.     (N)    106 43 22.     (W)     SCALED    
 JL0536* NAVD 88     -      2423.426  (meters)    7950.86   (feet)  ADJUSTED  
 JL0536  ___________________________________________________________________
 JL0536  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 JL0536  DYNAMIC HT  -        2420.407 (meters)    7940.95  (feet)  COMP
 JL0536  MODELED GRAV-     979,295.4   (mgal)                       NAVD 88
 JL0536
 JL0536  VERT ORDER  -  FIRST     CLASS II
 JL0536
 JL0536.The horizontal coordinates were scaled from a topographic map and have
 JL0536.an estimated accuracy of +/- 6 seconds.
 JL0536
 JL0536.The orthometric height was determined by differential leveling
 JL0536.and adjusted by the National Geodetic Survey in June 1991..
 JL0536
 JL0536.The geoid height was determined by GEOID03.
 JL0536
 JL0536.The dynamic height is computed by dividing the NAVD 88
 JL0536.geopotential number by the normal gravity value computed on the
 JL0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0536.degrees latitude (g = 980.6199 gals.).
 JL0536
 JL0536.The modeled gravity was interpolated from observed gravity values.
 JL0536
 JL0536;                    North         East    Units  Estimated Accuracy
 JL0536;SPC CO C     -   379,250.      807,740.      MT  (+/- 180 meters Scaled)
 JL0536
 JL0536                          SUPERSEDED SURVEY CONTROL
 JL0536
 JL0536.No superseded survey control is available for this station.
 JL0536
 JL0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC497624(NAD 83)
 JL0536_MARKER: DB = BENCH MARK DISK
 JL0536_SETTING: 66 = SET IN ROCK OUTCROP
 JL0536_SP_SET: ROCK OUTCROP
 JL0536_STAMPING: G 423 1984
 JL0536_MARK LOGO: NGS   
 JL0536_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0536+STABILITY: POSITION/ELEVATION WELL
 JL0536
 JL0536  HISTORY     - Date     Condition        Report By
 JL0536  HISTORY     - 1984     MONUMENTED       NGS
 JL0536
 JL0536                          STATION DESCRIPTION
 JL0536
 JL0536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0536'19.3 KM (12.0 MI) EAST FROM GUNNISON.
 JL0536'19.3 KM (12.0 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JL0536'WITH STATE HIGHWAY 135 IN GUNNISON, IN THE WEST END OF A 3 FOOT
 JL0536'TRIANGULAR SHAPED EXPOSED AREA OF BEDROCK, NEAR THE WEST END OF A
 JL0536'HIGHWAY CUT, 0.8 KM (0.5 MI) SOUTHEAST OF THE SMALL COMMUNITY OF
 JL0536'PARLIN, 11.2 M (36.7 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 JL0536'AND 5.1 M (16.7 FT) SOUTHEAST OF THE NORTHWEST END OF THE CUT.
 JL0536'THE MARK IS 0.5 METERS  NW FROM  A WITNESS POST
 JL0536'THE MARK IS 2.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0516 ***********************************************************************
 JL0516  DESIGNATION -  G 424
 JL0516  PID         -  JL0516
 JL0516  STATE/COUNTY-  CO/GUNNISON
 JL0516  USGS QUAD   -  CARPENTER RIDGE (1982)
 JL0516
 JL0516                         *CURRENT SURVEY CONTROL
 JL0516  ___________________________________________________________________
 JL0516* NAD 83(1986)-  38 28 36.     (N)    107 07 33.     (W)     SCALED    
 JL0516* NAVD 88     -      2330.791  (meters)    7646.94   (feet)  ADJUSTED  
 JL0516  ___________________________________________________________________
 JL0516  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 JL0516  DYNAMIC HT  -        2327.952 (meters)    7637.62  (feet)  COMP
 JL0516  MODELED GRAV-     979,326.6   (mgal)                       NAVD 88
 JL0516
 JL0516  VERT ORDER  -  FIRST     CLASS II
 JL0516
 JL0516.The horizontal coordinates were scaled from a topographic map and have
 JL0516.an estimated accuracy of +/- 6 seconds.
 JL0516
 JL0516.The orthometric height was determined by differential leveling
 JL0516.and adjusted by the National Geodetic Survey in June 1991..
 JL0516
 JL0516.The geoid height was determined by GEOID03.
 JL0516
 JL0516.The dynamic height is computed by dividing the NAVD 88
 JL0516.geopotential number by the normal gravity value computed on the
 JL0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0516.degrees latitude (g = 980.6199 gals.).
 JL0516
 JL0516.The modeled gravity was interpolated from observed gravity values.
 JL0516
 JL0516;                    North         East    Units  Estimated Accuracy
 JL0516;SPC CO C     -   377,490.      772,540.      MT  (+/- 180 meters Scaled)
 JL0516
 JL0516                          SUPERSEDED SURVEY CONTROL
 JL0516
 JL0516.No superseded survey control is available for this station.
 JL0516
 JL0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC145608(NAD 83)
 JL0516_MARKER: DB = BENCH MARK DISK
 JL0516_SETTING: 66 = SET IN ROCK OUTCROP
 JL0516_SP_SET: ROCK OUTCROP
 JL0516_STAMPING: G 424 1984
 JL0516_MARK LOGO: NGS   
 JL0516_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0516+STABILITY: POSITION/ELEVATION WELL
 JL0516
 JL0516  HISTORY     - Date     Condition        Report By
 JL0516  HISTORY     - 1984     MONUMENTED       NGS
 JL0516
 JL0516                          STATION DESCRIPTION
 JL0516
 JL0516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0516'21.2 KM (13.15 MI) WEST FROM GUNNISON.
 JL0516'21.2 KM (13.15 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JL0516'WITH STATE HIGHWAY 135 IN GUNNISON, IN A 10 BY 200 FOOT EXPOSED AREA
 JL0516'OF BEDROCK IN A HIGHWAY CUT, 6.3 KM (3.9 MI WEST OF THE INTERSECTION
 JL0516'OF STATE HIGHWAY 149, 86.0 M (282.2 FT) NORTHEAST OF THE CENTER OF A
 JL0516'TRACK ROAD LEADING NORTH, 72.0 M (236.2 FT) NORTHEAST OF THE SOUTHWEST
 JL0516'END OF THE CUT, AND 13.4 M (44.0 FT) NORTHWEST OF THE CENTERLINE OF
 JL0516'THE HIGHWAY.
 JL0516'THE MARK IS 0.5 METERS  SW FROM  A WITNESS POST
 JL0516'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0490 ***********************************************************************
 JL0490  DESIGNATION -  G 425
 JL0490  PID         -  JL0490
 JL0490  STATE/COUNTY-  CO/GUNNISON
 JL0490  USGS QUAD   -  CURECANTI NEEDLE (1982)
 JL0490
 JL0490                         *CURRENT SURVEY CONTROL
 JL0490  ___________________________________________________________________
 JL0490* NAD 83(1986)-  38 23 20.     (N)    107 25 18.     (W)     SCALED    
 JL0490* NAVD 88     -      2585.425  (meters)    8482.35   (feet)  ADJUSTED  
 JL0490  ___________________________________________________________________
 JL0490  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 JL0490  DYNAMIC HT  -        2582.119 (meters)    8471.50  (feet)  COMP
 JL0490  MODELED GRAV-     979,256.2   (mgal)                       NAVD 88
 JL0490
 JL0490  VERT ORDER  -  FIRST     CLASS II
 JL0490
 JL0490.The horizontal coordinates were scaled from a topographic map and have
 JL0490.an estimated accuracy of +/- 6 seconds.
 JL0490
 JL0490.The orthometric height was determined by differential leveling
 JL0490.and adjusted by the National Geodetic Survey in June 1991..
 JL0490
 JL0490.The geoid height was determined by GEOID03.
 JL0490
 JL0490.The dynamic height is computed by dividing the NAVD 88
 JL0490.geopotential number by the normal gravity value computed on the
 JL0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0490.degrees latitude (g = 980.6199 gals.).
 JL0490
 JL0490.The modeled gravity was interpolated from observed gravity values.
 JL0490
 JL0490;                    North         East    Units  Estimated Accuracy
 JL0490;SPC CO C     -   368,250.      746,520.      MT  (+/- 180 meters Scaled)
 JL0490
 JL0490                          SUPERSEDED SURVEY CONTROL
 JL0490
 JL0490.No superseded survey control is available for this station.
 JL0490
 JL0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC884517(NAD 83)
 JL0490_MARKER: I = METAL ROD
 JL0490_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JL0490_SP_SET: STAINLESS STEEL ROD
 JL0490_STAMPING: G 425 1984
 JL0490_MARK LOGO: NGS   
 JL0490_PROJECTION: FLUSH
 JL0490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0490_ROD/PIPE-DEPTH: 3.7  meters
 JL0490
 JL0490  HISTORY     - Date     Condition        Report By
 JL0490  HISTORY     - 1984     MONUMENTED       NGS
 JL0490
 JL0490                          STATION DESCRIPTION
 JL0490
 JL0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0490'47.3 KM (29.4 MI) EAST FROM MONTROSE.
 JL0490'47.3 KM (29.4 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JL0490'WITH U.S. HIGHWAY 550 IN MONTROSE, 11.4 KM (7.1 MI) WEST OF THE BLUE
 JL0490'MESA POINT POST OFFICE, 0.2 KM (0.1 MI) NORTHEAST OF A ROAD LEADING
 JL0490'SOUTH, 89.0 M (292.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF A STATE
 JL0490'HIGHWAY DEPARTMENT STORAGE BUILDING, 33.5 M (109.9 FT) WEST-SOUTHWEST
 JL0490'OF THE NORTHWEST END OF A CULVERT, 27.1 M (88.9 FT) NORTHWEST OF THE
 JL0490'CENTERLINE OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTHEAST OF A FENCE.
 JL0490'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 JL0490'THE MARK IS 0.5 METERS  SW FROM  A WITNESS POST
 JL0490'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0463 ***********************************************************************
 JL0463  DESIGNATION -  G 426
 JL0463  PID         -  JL0463
 JL0463  STATE/COUNTY-  CO/MONTROSE
 JL0463  USGS QUAD   -  MONTROSE EAST (1982)
 JL0463
 JL0463                         *CURRENT SURVEY CONTROL
 JL0463  ___________________________________________________________________
 JL0463* NAD 83(1986)-  38 29 17.     (N)    107 51 26.     (W)     SCALED    
 JL0463* NAVD 88     -      1784.303  (meters)    5854.00   (feet)  ADJUSTED  
 JL0463  ___________________________________________________________________
 JL0463  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 JL0463  DYNAMIC HT  -        1782.336 (meters)    5847.55  (feet)  COMP
 JL0463  MODELED GRAV-     979,463.6   (mgal)                       NAVD 88
 JL0463
 JL0463  VERT ORDER  -  FIRST     CLASS II
 JL0463
 JL0463.The horizontal coordinates were scaled from a topographic map and have
 JL0463.an estimated accuracy of +/- 6 seconds.
 JL0463
 JL0463.The orthometric height was determined by differential leveling
 JL0463.and adjusted by the National Geodetic Survey in June 1991..
 JL0463
 JL0463.The geoid height was determined by GEOID03.
 JL0463
 JL0463.The dynamic height is computed by dividing the NAVD 88
 JL0463.geopotential number by the normal gravity value computed on the
 JL0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0463.degrees latitude (g = 980.6199 gals.).
 JL0463
 JL0463.The modeled gravity was interpolated from observed gravity values.
 JL0463
 JL0463;                    North         East    Units  Estimated Accuracy
 JL0463;SPC CO S     -   509,550.      708,760.      MT  (+/- 180 meters Scaled)
 JL0463
 JL0463                          SUPERSEDED SURVEY CONTROL
 JL0463
 JL0463.No superseded survey control is available for this station.
 JL0463
 JL0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC507638(NAD 83)
 JL0463_MARKER: I = METAL ROD
 JL0463_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JL0463_SP_SET: STAINLESS STEEL ROD
 JL0463_STAMPING: G 426 1984
 JL0463_MARK LOGO: NGS   
 JL0463_PROJECTION: FLUSH
 JL0463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0463_ROD/PIPE-DEPTH: 3.4  meters
 JL0463
 JL0463  HISTORY     - Date     Condition        Report By
 JL0463  HISTORY     - 1984     MONUMENTED       NGS
 JL0463  HISTORY     - 20030621 MARK NOT FOUND   USPSQD
 JL0463
 JL0463                          STATION DESCRIPTION
 JL0463
 JL0463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0463'IN MONTROSE.
 JL0463'IN MONTROSE, AT THE INTERSECTION OF EAST MAIN STREET (U.S. HIGHWAY 50)
 JL0463'AND HILLCREST DRIVE, 63.5 M (208.3 FT) NORTH OF THE NORTHEAST CORNER
 JL0463'OF GIBSONS DISCOUNT CENTER, 33.0 M (108.3 FT) SOUTH OF THE CENTERLINE
 JL0463'OF THE EAST BOUND LANES OF THE HIGHWAY, 11.2 M (36.7 FT) WEST OF THE
 JL0463'CENTERLINE OF THE DRIVE, AND 0.3 M (1.0 FT) SOUTH OF A UTILITY POLE.
 JL0463'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 JL0463
 JL0463                          STATION RECOVERY (2003)
 JL0463
 JL0463'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 JL0463'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0165 ***********************************************************************
 KM0165  DESIGNATION -  G 427
 KM0165  PID         -  KM0165
 KM0165  STATE/COUNTY-  CO/RIO BLANCO
 KM0165  USGS QUAD   -  BIG FOUNDATION CREEK (1964)
 KM0165
 KM0165                         *CURRENT SURVEY CONTROL
 KM0165  ___________________________________________________________________
 KM0165* NAD 83(1992)-  39 40 23.78529(N)    108 47 33.37079(W)     ADJUSTED  
 KM0165* NAVD 88     -      2081.923  (meters)    6830.44   (feet)  ADJUSTED  
 KM0165  ___________________________________________________________________
 KM0165  X           -  -1,584,152.386 (meters)                     COMP
 KM0165  Y           -  -4,655,387.063 (meters)                     COMP
 KM0165  Z           -   4,051,448.420 (meters)                     COMP
 KM0165  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 KM0165  ELLIP HEIGHT-        2065.93  (meters)          (12/03/02) GPS OBS
 KM0165  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 KM0165  DYNAMIC HT  -        2079.758 (meters)    6823.34  (feet)  COMP
 KM0165  MODELED GRAV-     979,511.8   (mgal)                       NAVD 88
 KM0165
 KM0165  HORZ ORDER  -  FIRST
 KM0165  VERT ORDER  -  FIRST     CLASS II
 KM0165  ELLP ORDER  -  FOURTH    CLASS II
 KM0165
 KM0165.The horizontal coordinates were established by GPS observations
 KM0165.and adjusted by the CO DEPT OF TRANSP in October 2002..
 KM0165
 KM0165.The orthometric height was determined by differential leveling
 KM0165.and adjusted by the National Geodetic Survey in June 1991..
 KM0165
 KM0165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KM0165
 KM0165.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0165
 KM0165.The ellipsoidal height was determined by GPS observations
 KM0165.and is referenced to NAD 83.
 KM0165
 KM0165.The geoid height was determined by GEOID03.
 KM0165
 KM0165.The dynamic height is computed by dividing the NAVD 88
 KM0165.geopotential number by the normal gravity value computed on the
 KM0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0165.degrees latitude (g = 980.6199 gals.).
 KM0165
 KM0165.The modeled gravity was interpolated from observed gravity values.
 KM0165
 KM0165;                    North         East     Units Scale Factor Converg.
 KM0165;SPC CO N     -   347,788.419   631,961.143   MT  1.00000729   -2 07 38.9
 KM0165;SPC CO N     - 1,141,035.84  2,073,359.18   sFT  1.00000729   -2 07 38.9
 KM0165;UTM  12      - 4,393,823.748   689,326.460   MT  1.00004132   +1 24 34.7
 KM0165
 KM0165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0165!SPC CO N     -   0.99967599  x   1.00000729  =   0.99968328
 KM0165!UTM  12      -   0.99967599  x   1.00004132  =   0.99971730
 KM0165
 KM0165                          SUPERSEDED SURVEY CONTROL
 KM0165
 KM0165  ELLIP H (10/09/02) 2065.94   (m)                       GP(       ) 4 1
 KM0165  NAVD 88 (10/09/02) 2081.92   (m)         6830.4    (f) LEVELING    3  
 KM0165
 KM0165.Superseded values are not recommended for survey control.
 KM0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0165.See file dsdata.txt to determine how the superseded data were derived.
 KM0165
 KM0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ8932693824(NAD 83)
 KM0165_MARKER: I = METAL ROD
 KM0165_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KM0165+WITH SETTING: INFORMATION.
 KM0165_SP_SET: SHALLOW-SET METAL ROD
 KM0165_STAMPING: G 427 1984
 KM0165_MARK LOGO: NGS   
 KM0165_PROJECTION: FLUSH
 KM0165_MAGNETIC: I = MARKER IS A STEEL ROD
 KM0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0165+STABILITY: SURFACE MOTION
 KM0165_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KM0165+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 KM0165_ROD/PIPE-DEPTH: 1.3  meters
 KM0165
 KM0165  HISTORY     - Date     Condition        Report By
 KM0165  HISTORY     - 1984     MONUMENTED       NGS
 KM0165  HISTORY     - 20011103 GOOD             NGS
 KM0165  HISTORY     - 20060523 GOOD             GEOCAC
 KM0165
 KM0165                          STATION DESCRIPTION
 KM0165
 KM0165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0165'51.1 KM (31.75 MI) SOUT FROM RANGELY.
 KM0165'1.8 KM (1.1 MI) EAST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE IN
 KM0165'RANGELY, THENCE 49.3 KM (30.65 MI) SOUTHERLY ALONG STATE HIGHWAY 139,
 KM0165'2.6 KM (1.6 MI) NORTH OF THE RIO BLANCO-GARFIELD COUNTY LINE, 74.4  M
 KM0165'(244.1 FT) SOUTHWEST OF MILEPOST 41, 15.2 M (49.9 FT) WEST OF THE
 KM0165'CENTERLINE OF THE HIGHWAY, 9.4 M (30.8 FT) SOUTH OF THE CENTER OF A
 KM0165'DIRT ROAD LEADING SOUTHWEST TO LITTLE FOUNDATION CREEK, AND 1.1 M (3.6
 KM0165'FT) WEST OF THE WEST LEG OF A BUREAU OF LAND MANAGEMENT INFORMATION
 KM0165'SIGN (LITTLE FOUNDATION CREEK PRIVATE). NOTE--ACCESS TO DATUM POINT IS
 KM0165'HAD THROUGH A 5-INCH LOGO CAP.
 KM0165'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 KM0165'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 KM0165
 KM0165                          STATION RECOVERY (2001)
 KM0165
 KM0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 KM0165'THE STATION IS LOCATED 5.0 MI NORTH OF DOUGLAS PASS, 28.0 MI SOUTH OF
 KM0165'RANGELY AND
 KM0165'1.5 MI NORTH OF THE RIO BLANCO-GARFIELD COUNTY LINE, IN THE CENTER OF
 KM0165'SECTION 25, T 4 S, R
 KM0165'102 W, AT STATE HIGHWAY MILEPOST 41.0. OWNERSHIP--U. S. BUREAU OF LAND
 KM0165'MANAGEMENT.
 KM0165' 
 KM0165'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 64 AND
 KM0165'STATE HIGHWAY 139,
 KM0165'EAST OF RANGELY, GO SOUTH ON STATE HIGHWAY 139 FOR 30.65 MI TO THE
 KM0165'STATION ON THE RIGHT,
 KM0165'1.6 MI NORTH OF THE RIO BLANCO-GARFIELD COUNTY LINE.
 KM0165' 
 KM0165'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 1.3 M LONG STAINLESS STEEL
 KM0165'ROD DRIVEN TO
 KM0165'REFUSAL, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A
 KM0165'CONCRETE COLLAR,
 KM0165'FLUSH WITH THE GROUND. IT IS 15.2 M SOUTHWEST FROM THE CENTER LINE OF
 KM0165'THE HIGHWAY, 9.4 M
 KM0165'SOUTHEAST FROM THE CENTER OF A DIRT ROAD LEADING SOUTHWEST TO LITTLE
 KM0165'FOUNDATION
 KM0165'CREEK, 4.8 M EAST FROM THE SOUTHERN 4-INCH BY 4-INCH WOODEN POST OF A
 KM0165'CATTLE GUARD, 2.9 M
 KM0165'NORTHEAST FROM THE  WESTERN RIGHT-OF-WAY FENCE, 1.1 M SOUTHWEST FROM
 KM0165'THE WEST LEG OF
 KM0165'A BUREAU OF LAND MANAGEMENT INFORMATION SIGN--LITTLE FOUNDATION CREEK
 KM0165'PRIVATE--, 0.3 M
 KM0165'EAST-NORTHEAST FROM A WITNESS POST AND ABOUT 0.6 M BELOW THE HIGHWAY.
 KM0165' 
 KM0165'
 KM0165
 KM0165                          STATION RECOVERY (2006)
 KM0165
 KM0165'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KM0165'HANDHELD COORDINATES ARE N39-40-23.82 W108-47-33.48.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0376 ***********************************************************************
 JM0376  DESIGNATION -  G 428
 JM0376  PID         -  JM0376
 JM0376  STATE/COUNTY-  CO/MESA
 JM0376  USGS QUAD   -  WHITEWATER (1969)
 JM0376
 JM0376                         *CURRENT SURVEY CONTROL
 JM0376  ___________________________________________________________________
 JM0376* NAD 83(1986)-  38 58 45.     (N)    108 27 24.     (W)     SCALED    
 JM0376* NAVD 88     -      1425.072  (meters)    4675.42   (feet)  ADJUSTED  
 JM0376  ___________________________________________________________________
 JM0376  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 JM0376  DYNAMIC HT  -        1423.696 (meters)    4670.91  (feet)  COMP
 JM0376  MODELED GRAV-     979,612.4   (mgal)                       NAVD 88
 JM0376
 JM0376  VERT ORDER  -  FIRST     CLASS II
 JM0376
 JM0376.The horizontal coordinates were scaled from a topographic map and have
 JM0376.an estimated accuracy of +/- 6 seconds.
 JM0376
 JM0376.The orthometric height was determined by differential leveling
 JM0376.and adjusted by the National Geodetic Survey in June 1991..
 JM0376
 JM0376.The geoid height was determined by GEOID03.
 JM0376
 JM0376.The dynamic height is computed by dividing the NAVD 88
 JM0376.geopotential number by the normal gravity value computed on the
 JM0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0376.degrees latitude (g = 980.6199 gals.).
 JM0376
 JM0376.The modeled gravity was interpolated from observed gravity values.
 JM0376
 JM0376;                    North         East    Units  Estimated Accuracy
 JM0376;SPC CO C     -   436,170.      658,260.      MT  (+/- 180 meters Scaled)
 JM0376
 JM0376                          SUPERSEDED SURVEY CONTROL
 JM0376
 JM0376.No superseded survey control is available for this station.
 JM0376
 JM0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ203175(NAD 83)
 JM0376_MARKER: DB = BENCH MARK DISK
 JM0376_SETTING: 66 = SET IN ROCK OUTCROP
 JM0376_SP_SET: ROCK OUTCROP
 JM0376_STAMPING: G 428 1984
 JM0376_MARK LOGO: NGS   
 JM0376_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0376+STABILITY: POSITION/ELEVATION WELL
 JM0376
 JM0376  HISTORY     - Date     Condition        Report By
 JM0376  HISTORY     - 1984     MONUMENTED       NGS
 JM0376
 JM0376                          STATION DESCRIPTION
 JM0376
 JM0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JM0376'18.3 KM (11.4 MI) SE FROM GRAND JUNCTION.
 JM0376'16.9 KM (10.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 50 FROM ITS
 JM0376'JUNCTION WITH U.S. HIGHWAY 6 IN GRAND JUNCTION, THENCE 1.4 KM (0.85
 JM0376'MI) SOUTHWEST ALONG STATE HIGHWAY 141, IN THE SOUTHWESTERN 1/4 OF A
 JM0376'38 BY 130 FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 79.2 M (259.8 FT)
 JM0376'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 12.0 M (39.4 FT)
 JM0376'NORTHEAST OF A UTILITY POLE, AND 9.7 M (31.8 FT) WEST OF THE EAST END
 JM0376'AND 2.4 M (7.9 FT) EAST OF THE WEST END OF THE OUTCROP.
 JM0376'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JM0376'THE MARK IS 6.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0358 ***********************************************************************
 JM0358  DESIGNATION -  G 429
 JM0358  PID         -  JM0358
 JM0358  STATE/COUNTY-  CO/DELTA
 JM0358  USGS QUAD   -  DOMINGUEZ (1969)
 JM0358
 JM0358                         *CURRENT SURVEY CONTROL
 JM0358  ___________________________________________________________________
 JM0358* NAD 83(1986)-  38 48 23.     (N)    108 18 15.     (W)     SCALED    
 JM0358* NAVD 88     -      1522.459  (meters)    4994.93   (feet)  ADJUSTED  
 JM0358  ___________________________________________________________________
 JM0358  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 JM0358  DYNAMIC HT  -        1520.928 (meters)    4989.91  (feet)  COMP
 JM0358  MODELED GRAV-     979,568.8   (mgal)                       NAVD 88
 JM0358
 JM0358  VERT ORDER  -  FIRST     CLASS II
 JM0358
 JM0358.The horizontal coordinates were scaled from a topographic map and have
 JM0358.an estimated accuracy of +/- 6 seconds.
 JM0358
 JM0358.The orthometric height was determined by differential leveling
 JM0358.and adjusted by the National Geodetic Survey in June 1991..
 JM0358
 JM0358.The geoid height was determined by GEOID03.
 JM0358
 JM0358.The dynamic height is computed by dividing the NAVD 88
 JM0358.geopotential number by the normal gravity value computed on the
 JM0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0358.degrees latitude (g = 980.6199 gals.).
 JM0358
 JM0358.The modeled gravity was interpolated from observed gravity values.
 JM0358
 JM0358;                    North         East    Units  Estimated Accuracy
 JM0358;SPC CO C     -   416,580.      670,880.      MT  (+/- 180 meters Scaled)
 JM0358
 JM0358                          SUPERSEDED SURVEY CONTROL
 JM0358
 JM0358.No superseded survey control is available for this station.
 JM0358
 JM0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH340987(NAD 83)
 JM0358_MARKER: DB = BENCH MARK DISK
 JM0358_SETTING: 66 = SET IN ROCK OUTCROP
 JM0358_SP_SET: ROCK OUTCROP
 JM0358_STAMPING: G 429 1984
 JM0358_MARK LOGO: NGS   
 JM0358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JM0358_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JM0358+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2005
 JM0358
 JM0358  HISTORY     - Date     Condition        Report By
 JM0358  HISTORY     - 1984     MONUMENTED       NGS
 JM0358  HISTORY     - 20050310 GOOD             GEOCAC
 JM0358
 JM0358                          STATION DESCRIPTION
 JM0358
 JM0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JM0358'24.9 KM (15.5 MI) NW FROM DELTA.
 JM0358'22.6 KM (14.05 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 50 FROM ITS
 JM0358'JUNCTION WITH STATE HIGHWAY 92 IN DELTA, THENCE 2.3 KM (1.45 MI)
 JM0358'SOUTHWESTERLY ALONG COUNTY ROAD DRK 50, IN THE SOUTHWESTERN 1/4 OF A
 JM0358'11 BY 14 FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 21.7 M (71.2 FT)
 JM0358'SOUTHEAST OF THE CENTER OF THE ROAD, AND 1.0 M (3.3 FT) NORTHWEST OF
 JM0358'THE SOUTHEAST END AND 0.3 M (1.0 FT) NORTHEAST OF THE SOUTHWEST END
 JM0358'OF THE OUTCROP.
 JM0358'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 JM0358'THE MARK IS 2.5 M ABOVE THE ROAD.
 JM0358
 JM0358                          STATION RECOVERY (2005)
 JM0358
 JM0358'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 JM0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0014 ***********************************************************************
 LM0014  DESIGNATION -  G 43
 LM0014  PID         -  LM0014
 LM0014  STATE/COUNTY-  CO/JACKSON
 LM0014  USGS QUAD   -  NORTHGATE (1950)
 LM0014
 LM0014                         *CURRENT SURVEY CONTROL
 LM0014  ___________________________________________________________________
 LM0014* NAD 83(1986)-  40 54 29.     (N)    106 15 48.     (W)     SCALED    
 LM0014* NAVD 88     -      2493.203  (meters)    8179.78   (feet)  ADJUSTED  
 LM0014  ___________________________________________________________________
 LM0014  GEOID HEIGHT-         -11.40  (meters)                     GEOID03
 LM0014  DYNAMIC HT  -        2490.667 (meters)    8171.46  (feet)  COMP
 LM0014  MODELED GRAV-     979,516.6   (mgal)                       NAVD 88
 LM0014
 LM0014  VERT ORDER  -  FIRST     CLASS II
 LM0014
 LM0014.The horizontal coordinates were scaled from a topographic map and have
 LM0014.an estimated accuracy of +/- 6 seconds.
 LM0014
 LM0014.The orthometric height was determined by differential leveling
 LM0014.and adjusted by the National Geodetic Survey in June 1991..
 LM0014
 LM0014.The geoid height was determined by GEOID03.
 LM0014
 LM0014.The dynamic height is computed by dividing the NAVD 88
 LM0014.geopotential number by the normal gravity value computed on the
 LM0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0014.degrees latitude (g = 980.6199 gals.).
 LM0014
 LM0014.The modeled gravity was interpolated from observed gravity values.
 LM0014
 LM0014;                    North         East    Units  Estimated Accuracy
 LM0014;SPC CO N     -   479,930.      850,090.      MT  (+/- 180 meters Scaled)
 LM0014
 LM0014                          SUPERSEDED SURVEY CONTROL
 LM0014
 LM0014  NGVD 29 (??/??/92) 2491.848  (m)         8175.34   (f) ADJ UNCH    1 2
 LM0014
 LM0014.Superseded values are not recommended for survey control.
 LM0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0014.See file dsdata.txt to determine how the superseded data were derived.
 LM0014
 LM0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF936293(NAD 83)
 LM0014_MARKER: DB = BENCH MARK DISK
 LM0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0014_STAMPING: G 43 1934
 LM0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0014+STABILITY: SURFACE MOTION
 LM0014
 LM0014  HISTORY     - Date     Condition        Report By
 LM0014  HISTORY     - 1934     MONUMENTED       CGS
 LM0014  HISTORY     - 1956     GOOD             NGS
 LM0014
 LM0014                          STATION DESCRIPTION
 LM0014
 LM0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LM0014'2.7 MI S FROM KINGS CANYON.
 LM0014'2.7 MILES SOUTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 LM0014'RAILROAD FROM THE STATION SIGN AT KINGS CANYON, 10 POLES SOUTH OF
 LM0014'MILEPOST 76, 47.5 FEET NORTHEAST OF A TELEPHONE POLE, 12.6 FEET SOUTH
 LM0014'OF THE SOUTH RAIL, AT THE WEST END OF A FILL, AT THE WEST END OF A
 LM0014'SHARP CURVE IN THE RAILROAD, SET IN THE TOP OF A CONCRETE POST WHICH
 LM0014'PROJECTS 0.4 FOOT ABOVE THE GROUND, IN SECTION 21, TOWNSHIP 11 NORTH,
 LM0014'RANGE 79 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0958 ***********************************************************************
 JK0958  DESIGNATION -  G 430
 JK0958  PID         -  JK0958
 JK0958  STATE/COUNTY-  CO/FREMONT
 JK0958  USGS QUAD   -  FLORENCE (1975)
 JK0958
 JK0958                         *CURRENT SURVEY CONTROL
 JK0958  ___________________________________________________________________
 JK0958* NAD 83(1986)-  38 25 18.     (N)    105 03 16.     (W)     SCALED    
 JK0958* NAVD 88     -      1596.259  (meters)    5237.06   (feet)  ADJUSTED  
 JK0958  ___________________________________________________________________
 JK0958  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 JK0958  DYNAMIC HT  -        1594.538 (meters)    5231.41  (feet)  COMP
 JK0958  MODELED GRAV-     979,495.0   (mgal)                       NAVD 88
 JK0958
 JK0958  VERT ORDER  -  FIRST     CLASS II
 JK0958
 JK0958.The horizontal coordinates were scaled from a topographic map and have
 JK0958.an estimated accuracy of +/- 6 seconds.
 JK0958
 JK0958.The orthometric height was determined by differential leveling
 JK0958.and adjusted by the National Geodetic Survey in June 1991..
 JK0958
 JK0958.The geoid height was determined by GEOID03.
 JK0958
 JK0958.The dynamic height is computed by dividing the NAVD 88
 JK0958.geopotential number by the normal gravity value computed on the
 JK0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0958.degrees latitude (g = 980.6199 gals.).
 JK0958
 JK0958.The modeled gravity was interpolated from observed gravity values.
 JK0958
 JK0958;                    North         East    Units  Estimated Accuracy
 JK0958;SPC CO C     -   370,210.      953,310.      MT  (+/- 180 meters Scaled)
 JK0958
 JK0958                          SUPERSEDED SURVEY CONTROL
 JK0958
 JK0958.No superseded survey control is available for this station.
 JK0958
 JK0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC952526(NAD 83)
 JK0958_MARKER: DB = BENCH MARK DISK
 JK0958_SETTING: 39 = SET IN A TUNNEL
 JK0958_SP_SET: ABUTMENT
 JK0958_STAMPING: G 430 1984
 JK0958_MARK LOGO: NGS   
 JK0958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0958
 JK0958  HISTORY     - Date     Condition        Report By
 JK0958  HISTORY     - 1984     MONUMENTED       NGS
 JK0958
 JK0958                          STATION DESCRIPTION
 JK0958
 JK0958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0958'16.9 KM (10.5 MI) EAST FROM CANON CITY.
 JK0958'16.9 KM (10.5 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JK0958'WITH STATE HIGHWAY 115 IN CANON CITY, IN TOP OF AND 0.3 M (1.0 FT)
 JK0958'NORTH OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF THE WEST
 JK0958'BOUND HIGHWAY BRIDGE SPANNING BRUSH HOLLOW CREEK, 1.2 KM (0.75 MI)
 JK0958'WEST OF THE INTERSECTION OF STATE HIGHWAY 115, AND 6.9 M (22.6 FT)
 JK0958'SOUTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY.
 JK0958'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0949 ***********************************************************************
 JK0949  DESIGNATION -  G 431
 JK0949  PID         -  JK0949
 JK0949  STATE/COUNTY-  CO/FREMONT
 JK0949  USGS QUAD   -  ROYAL GORGE (1994)
 JK0949
 JK0949                         *CURRENT SURVEY CONTROL
 JK0949  ___________________________________________________________________
 JK0949* NAD 83(1986)-  38 28 28.     (N)    105 15 32.     (W)     SCALED    
 JK0949* NAVD 88     -      1727.932  (meters)    5669.06   (feet)  ADJUSTED  
 JK0949  ___________________________________________________________________
 JK0949  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 JK0949  DYNAMIC HT  -        1726.031 (meters)    5662.82  (feet)  COMP
 JK0949  MODELED GRAV-     979,467.7   (mgal)                       NAVD 88
 JK0949
 JK0949  VERT ORDER  -  FIRST     CLASS II
 JK0949
 JK0949.The horizontal coordinates were scaled from a topographic map and have
 JK0949.an estimated accuracy of +/- 6 seconds.
 JK0949
 JK0949.The orthometric height was determined by differential leveling
 JK0949.and adjusted by the National Geodetic Survey in June 1991..
 JK0949
 JK0949.The geoid height was determined by GEOID03.
 JK0949
 JK0949.The dynamic height is computed by dividing the NAVD 88
 JK0949.geopotential number by the normal gravity value computed on the
 JK0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0949.degrees latitude (g = 980.6199 gals.).
 JK0949
 JK0949.The modeled gravity was interpolated from observed gravity values.
 JK0949
 JK0949;                    North         East    Units  Estimated Accuracy
 JK0949;SPC CO C     -   376,000.      935,440.      MT  (+/- 180 meters Scaled)
 JK0949
 JK0949                          SUPERSEDED SURVEY CONTROL
 JK0949
 JK0949.No superseded survey control is available for this station.
 JK0949
 JK0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC774584(NAD 83)
 JK0949_MARKER: I = METAL ROD
 JK0949_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK0949_SP_SET: STAINLESS STEEL ROD
 JK0949_STAMPING: G 431 1984
 JK0949_MARK LOGO: NGS   
 JK0949_PROJECTION: FLUSH
 JK0949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0949_ROD/PIPE-DEPTH: 3.1  meters
 JK0949
 JK0949  HISTORY     - Date     Condition        Report By
 JK0949  HISTORY     - 1984     MONUMENTED       NGS
 JK0949
 JK0949                          STATION DESCRIPTION
 JK0949
 JK0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0949'6.4 KM (4.0 MI) WEST FROM CANON CITY.
 JK0949'6.4 KM (4.0 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JK0949'WITH STATE HIGHWAY 115 IN CANON CITY, 0.2 KM (0.1 MI) NORTH END OF A
 JK0949'SMALL HIGHWAY BRIDGE, 29.7 M (97.4 FT) EAST OF THE CENTER OF THE
 JK0949'NORTH BOUND LANES OF THE HIGHWAY, 13.2 M (43.3 FT) SOUTH OF THE
 JK0949'CENTER OF A PAVED ROAD, 5.0 M (16.4 FT) WEST OF THE CENTER OF A
 JK0949'GRAVELED ROAD, AND 0.9 M (3.0 FT) SOUTH OF THE NORTH END OF A FENCE.
 JK0949'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JK0949'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 JK0949'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0215 ***********************************************************************
 HJ0215  DESIGNATION -  G 432
 HJ0215  PID         -  HJ0215
 HJ0215  STATE/COUNTY-  CO/OTERO
 HJ0215  USGS QUAD   -  LA JUNTA (1984)
 HJ0215
 HJ0215                         *CURRENT SURVEY CONTROL
 HJ0215  ___________________________________________________________________
 HJ0215* NAD 83(1986)-  37 59 13.     (N)    103 30 54.     (W)     SCALED    
 HJ0215* NAVD 88     -      1242.743  (meters)    4077.23   (feet)  ADJUSTED  
 HJ0215  ___________________________________________________________________
 HJ0215  GEOID HEIGHT-         -22.03  (meters)                     GEOID03
 HJ0215  DYNAMIC HT  -        1241.492 (meters)    4073.13  (feet)  COMP
 HJ0215  MODELED GRAV-     979,579.9   (mgal)                       NAVD 88
 HJ0215
 HJ0215  VERT ORDER  -  FIRST     CLASS II
 HJ0215
 HJ0215.The horizontal coordinates were scaled from a topographic map and have
 HJ0215.an estimated accuracy of +/- 6 seconds.
 HJ0215
 HJ0215.The orthometric height was determined by differential leveling
 HJ0215.and adjusted by the National Geodetic Survey in June 1991..
 HJ0215
 HJ0215.The geoid height was determined by GEOID03.
 HJ0215
 HJ0215.The dynamic height is computed by dividing the NAVD 88
 HJ0215.geopotential number by the normal gravity value computed on the
 HJ0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0215.degrees latitude (g = 980.6199 gals.).
 HJ0215
 HJ0215.The modeled gravity was interpolated from observed gravity values.
 HJ0215
 HJ0215;                    North         East    Units  Estimated Accuracy
 HJ0215;SPC CO S     -   453,180.    1,088,760.      MT  (+/- 180 meters Scaled)
 HJ0215
 HJ0215                          SUPERSEDED SURVEY CONTROL
 HJ0215
 HJ0215.No superseded survey control is available for this station.
 HJ0215
 HJ0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC304054(NAD 83)
 HJ0215_MARKER: I = METAL ROD
 HJ0215_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HJ0215_SP_SET: STAINLESS STEEL ROD
 HJ0215_STAMPING: G 432 1985
 HJ0215_MARK LOGO: NGS   
 HJ0215_PROJECTION: FLUSH
 HJ0215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HJ0215_ROD/PIPE-DEPTH: 6.1  meters
 HJ0215
 HJ0215  HISTORY     - Date     Condition        Report By
 HJ0215  HISTORY     - 1985     MONUMENTED       NGS
 HJ0215
 HJ0215                          STATION DESCRIPTION
 HJ0215
 HJ0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HJ0215'2.5 KM (1.55 MI) EAST FROM LA JUNTA.
 HJ0215'2.5 KM (1.55 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE SANTA FE
 HJ0215'RAILROAD STATION IN LA JUNTA, 1.6 KM (1.0 MI) EAST OF THE INTERSECTION
 HJ0215'OF STATE HIGHWAY 109, 40.1 M (131.6 FT) SOUTHEAST OF THE SOUTHEAST
 HJ0215'CORNER OF THE COLORADO PACKING COMPANY BUILDING, 32.1 M (105.3 FT)
 HJ0215'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 10.2 M
 HJ0215'(33.5 FT) EAST OF THE CENTER OF A DIRT ROAD LEADING NORTH, AND 0.4 M
 HJ0215'(1.3 FT) SOUTH OF A UTILITY POLE.  NOTE--ACCESS TO THE DATUM POINT IS
 HJ0215'THROUGH A 5-INCH LOGO CAP.
 HJ0215'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HJ0215'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0226 ***********************************************************************
 HJ0226  DESIGNATION -  G 433
 HJ0226  PID         -  HJ0226
 HJ0226  STATE/COUNTY-  CO/BACA
 HJ0226  USGS QUAD   -  CAMPO (1978)
 HJ0226
 HJ0226                         *CURRENT SURVEY CONTROL
 HJ0226  ___________________________________________________________________
 HJ0226* NAD 83(1986)-  37 06 49.     (N)    102 34 45.     (W)     SCALED    
 HJ0226* NAVD 88     -      1324.464  (meters)    4345.35   (feet)  ADJUSTED  
 HJ0226  ___________________________________________________________________
 HJ0226  GEOID HEIGHT-         -23.43  (meters)                     GEOID03
 HJ0226  DYNAMIC HT  -        1323.027 (meters)    4340.63  (feet)  COMP
 HJ0226  MODELED GRAV-     979,499.7   (mgal)                       NAVD 88
 HJ0226
 HJ0226  VERT ORDER  -  FIRST     CLASS II
 HJ0226
 HJ0226.The horizontal coordinates were scaled from a topographic map and have
 HJ0226.an estimated accuracy of +/- 6 seconds.
 HJ0226
 HJ0226.The orthometric height was determined by differential leveling
 HJ0226.and adjusted by the National Geodetic Survey in June 1991..
 HJ0226
 HJ0226.The geoid height was determined by GEOID03.
 HJ0226
 HJ0226.The dynamic height is computed by dividing the NAVD 88
 HJ0226.geopotential number by the normal gravity value computed on the
 HJ0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0226.degrees latitude (g = 980.6199 gals.).
 HJ0226
 HJ0226.The modeled gravity was interpolated from observed gravity values.
 HJ0226
 HJ0226;                    North         East    Units  Estimated Accuracy
 HJ0226;SPC CO S     -   358,460.    1,173,970.      MT  (+/- 180 meters Scaled)
 HJ0226
 HJ0226                          SUPERSEDED SURVEY CONTROL
 HJ0226
 HJ0226.No superseded survey control is available for this station.
 HJ0226
 HJ0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB150102(NAD 83)
 HJ0226_MARKER: I = METAL ROD
 HJ0226_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HJ0226_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HJ0226_STAMPING: G 433 1985
 HJ0226_MARK LOGO: NGS   
 HJ0226_PROJECTION: FLUSH
 HJ0226_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HJ0226+STABILITY: POSITION/ELEVATION WELL
 HJ0226_ROD/PIPE-DEPTH: 10.7 meters
 HJ0226_SLEEVE-DEPTH  : 8.3 meters
 HJ0226
 HJ0226  HISTORY     - Date     Condition        Report By
 HJ0226  HISTORY     - 1985     MONUMENTED       NGS
 HJ0226
 HJ0226                          STATION DESCRIPTION
 HJ0226
 HJ0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HJ0226'33.7 KM (20.95 MI) SOUT FROM SPRINGFIELD.
 HJ0226'33.7 KM (20.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE
 HJ0226'COURTHOUSE IN SPRINGFIELD, 119.4 M (391.7 FT) NORTH OF A T-FENCE
 HJ0226'CORNER, 45.7 M (149.9 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 HJ0226'AND 15.4 M (50.5 FT) E OF THE CENTER OF COUNTY ROAD 28.  NOTE--ACCESS
 HJ0226'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HJ0226'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST AND FENCE
 HJ0226'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0876 ***********************************************************************
 JK0876  DESIGNATION -  G 434
 JK0876  PID         -  JK0876
 JK0876  STATE/COUNTY-  CO/PUEBLO
 JK0876  USGS QUAD   -  FOWLER (1960)
 JK0876
 JK0876                         *CURRENT SURVEY CONTROL
 JK0876  ___________________________________________________________________
 JK0876* NAD 83(1992)-  38 08 53.40126(N)    104 04 13.97123(W)     ADJUSTED  
 JK0876* NAVD 88     -      1324.789  (meters)    4346.41   (feet)  ADJUSTED  
 JK0876  ___________________________________________________________________
 JK0876  X           -  -1,221,249.841 (meters)                     COMP
 JK0876  Y           -  -4,872,598.898 (meters)                     COMP
 JK0876  Z           -   3,919,196.153 (meters)                     COMP
 JK0876  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 JK0876  ELLIP HEIGHT-        1304.02  (meters)          (12/03/02) GPS OBS
 JK0876  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 JK0876  DYNAMIC HT  -        1323.444 (meters)    4342.00  (feet)  COMP
 JK0876  MODELED GRAV-     979,568.5   (mgal)                       NAVD 88
 JK0876
 JK0876  HORZ ORDER  -  FIRST
 JK0876  VERT ORDER  -  FIRST     CLASS II
 JK0876  ELLP ORDER  -  FOURTH    CLASS II
 JK0876
 JK0876.The horizontal coordinates were established by GPS observations
 JK0876.and adjusted by the National Geodetic Survey in January 1997..
 JK0876
 JK0876.The orthometric height was determined by differential leveling
 JK0876.and adjusted by the National Geodetic Survey in June 1991..
 JK0876
 JK0876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK0876
 JK0876.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0876
 JK0876.The ellipsoidal height was determined by GPS observations
 JK0876.and is referenced to NAD 83.
 JK0876
 JK0876.The geoid height was determined by GEOID03.
 JK0876
 JK0876.The dynamic height is computed by dividing the NAVD 88
 JK0876.geopotential number by the normal gravity value computed on the
 JK0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0876.degrees latitude (g = 980.6199 gals.).
 JK0876
 JK0876.The modeled gravity was interpolated from observed gravity values.
 JK0876
 JK0876;                    North         East     Units Scale Factor Converg.
 JK0876;SPC CO S     -   470,184.143 1,039,691.268   MT  0.99996037   +0 52 36.5
 JK0876;SPC CO S     - 1,542,595.81  3,411,053.77   sFT  0.99996037   +0 52 36.5
 JK0876;UTM  13      - 4,222,662.711   581,439.837   MT  0.99968168   +0 34 26.9
 JK0876
 JK0876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0876!SPC CO S     -   0.99979543  x   0.99996037  =   0.99975580
 JK0876!UTM  13      -   0.99979543  x   0.99968168  =   0.99947717
 JK0876
 JK0876                          SUPERSEDED SURVEY CONTROL
 JK0876
 JK0876  ELLIP H (01/17/97) 1303.99   (m)                       GP(       ) 1 1
 JK0876  NAVD 88 (01/17/97) 1324.79   (m)         4346.4    (f) LEVELING    3  
 JK0876
 JK0876.Superseded values are not recommended for survey control.
 JK0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0876.See file dsdata.txt to determine how the superseded data were derived.
 JK0876
 JK0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC8144022663(NAD 83)
 JK0876_MARKER: I = METAL ROD
 JK0876_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK0876_SP_SET: STAINLESS STEEL ROD
 JK0876_STAMPING: G 434 1985
 JK0876_MARK LOGO: NGS   
 JK0876_PROJECTION: FLUSH
 JK0876_MAGNETIC: I = MARKER IS A STEEL ROD
 JK0876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0876+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1995
 JK0876_ROD/PIPE-DEPTH: 6.1  meters
 JK0876
 JK0876  HISTORY     - Date     Condition        Report By
 JK0876  HISTORY     - 1985     MONUMENTED       NGS
 JK0876  HISTORY     - 19950105 GOOD             CODOT
 JK0876
 JK0876                          STATION DESCRIPTION
 JK0876
 JK0876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JK0876'33.0 KM (20.5 MI) WEST FROM ROCKY FORD.
 JK0876'33.0 KM (20.5 MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 JK0876'STATION IN ROCKY FORD, 21.1 M (69.2 FT) SOUTHEAST OF MILEPOST 586,
 JK0876'15.2 M (49.9 FT) SOUTHWEST OF THE NEAR RAIL, 11.9 M (39.0 FT)
 JK0876'NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 50, 5.7 M (18.7 FT)
 JK0876'NORTHWEST OF THE EXTENDED CENTER OF A DRIVEWAY LEADING SOUTH TO A FARM
 JK0876'HOUSE, AND 1.6 M (5.2 FT) SOUTHEAST OF A UTILITY POLE WITH A GUY WIRE.
 JK0876'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JK0876'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 JK0876'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 JK0876
 JK0876                          STATION RECOVERY (1995)
 JK0876
 JK0876'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (MEL)
 JK0876'THE MARK IS ABOUT 6.0 FT (1.8 M) NORTH OF A NEW CARSONITE WITNESS
 JK0876'POST, AND ABOUT 6.0 FEET (1.8 M) WEST OF A STEEL FENCEPOST.
 JK0876'OWNERSHIP--THE POINT IS ON THE GROUNDS OF THE TECHNOLOGY
 JK0876'TRANSPORTATION CENTER OWNED BY THE UNITED STATES GOVERNMENT AND UNDER
 JK0876'LEASE TO THE AMERICAN ASSOCIATION OF RAILROADS.  ACCESS CAN BE
 JK0876'ARRANGED BY CONTACTING SENIOR ENGINEER MARK WHITE, P.O.  BOX 11130,
 JK0876'PUEBLO, CO 81001, (719) 584-0502, OR BY CONTACTING THE TTC GUARDHOUSE
 JK0876'AT (719) 584-0599.  TO REACH THE POINT FROM THE INTERSECTION OF D.O.T.
 JK0876'ROAD AND IL ROAD, GO WEST ON D.O.T.  ROAD 3.25 MI (5.23 KM) TO A
 JK0876'RAILROAD CROSSING AND A SIDE ROAD RIGHT, A SERVICE ROAD ALING THE
 JK0876'SOUTHEAST SIDE OF THE TRACKS.  TURN LEFT, NORTHEAST ON THE SERVICE
 JK0876'ROAD 0.05 MI (0.08 KM) TO A LOCKED METAL GATE.  PROCEED ON FOOT ABOUT
 JK0876'400 FT (121.9 M) ALONG THE TRACKS.  TURN LEFT , NORTHWEST, ACROSS THE
 JK0876'TRACKS 100 FT (30.5 M) TO THE STATION AT THE TOP OF A KNOLL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0229 ***********************************************************************
 HJ0229  DESIGNATION -  G 435
 HJ0229  PID         -  HJ0229
 HJ0229  STATE/COUNTY-  CO/BACA
 HJ0229  USGS QUAD   -  CAMPO NE (1978)
 HJ0229
 HJ0229                         *CURRENT SURVEY CONTROL
 HJ0229  ___________________________________________________________________
 HJ0229* NAD 83(1986)-  37 10 26.     (N)    102 36 55.     (W)     SCALED    
 HJ0229* NAVD 88     -      1343.310  (meters)    4407.18   (feet)  ADJUSTED  
 HJ0229  ___________________________________________________________________
 HJ0229  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 HJ0229  DYNAMIC HT  -        1341.855 (meters)    4402.40  (feet)  COMP
 HJ0229  MODELED GRAV-     979,500.9   (mgal)                       NAVD 88
 HJ0229
 HJ0229  VERT ORDER  -  FIRST     CLASS II
 HJ0229
 HJ0229.The horizontal coordinates were scaled from a topographic map and have
 HJ0229.an estimated accuracy of +/- 6 seconds.
 HJ0229
 HJ0229.The orthometric height was determined by differential leveling
 HJ0229.and adjusted by the National Geodetic Survey in June 1991..
 HJ0229
 HJ0229.The geoid height was determined by GEOID03.
 HJ0229
 HJ0229.The dynamic height is computed by dividing the NAVD 88
 HJ0229.geopotential number by the normal gravity value computed on the
 HJ0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0229.degrees latitude (g = 980.6199 gals.).
 HJ0229
 HJ0229.The modeled gravity was interpolated from observed gravity values.
 HJ0229
 HJ0229;                    North         East    Units  Estimated Accuracy
 HJ0229;SPC CO S     -   365,050.    1,170,550.      MT  (+/- 180 meters Scaled)
 HJ0229
 HJ0229                          SUPERSEDED SURVEY CONTROL
 HJ0229
 HJ0229.No superseded survey control is available for this station.
 HJ0229
 HJ0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB117168(NAD 83)
 HJ0229_MARKER: I = METAL ROD
 HJ0229_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HJ0229_SP_SET: STAINLESS STEEL ROD
 HJ0229_STAMPING: G 435 1985
 HJ0229_MARK LOGO: NGS   
 HJ0229_PROJECTION: FLUSH
 HJ0229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HJ0229_ROD/PIPE-DEPTH: 4.6  meters
 HJ0229
 HJ0229  HISTORY     - Date     Condition        Report By
 HJ0229  HISTORY     - 1985     MONUMENTED       NGS
 HJ0229
 HJ0229                          STATION DESCRIPTION
 HJ0229
 HJ0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HJ0229'25.8 KM (16.05 MI) SOUT FROM SPRINGFIELD.
 HJ0229'25.8 KM (16.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE
 HJ0229'COURTHOUSE IN SPRINGFIELD, 0.6 KM (0.35 MI) NORTH OF MILEPOST 14,
 HJ0229'0.4 KM (0.25 MI) SOUTH OF THE INTERSECTION OF COUNTY ROAD P, 24.6 M
 HJ0229'(80.7 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE AND THE END OF A
 HJ0229'FENCE LINE, AND 23.0 M (75.5 FT) EAST OF THE CENTERLINE OF THE
 HJ0229'HIGHWAY. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HJ0229'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 HJ0229'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0259 ***********************************************************************
 HJ0259  DESIGNATION -  G 436
 HJ0259  PID         -  HJ0259
 HJ0259  STATE/COUNTY-  CO/PROWERS
 HJ0259  USGS QUAD   -  TWO BUTTES RESERVOIR (1971)
 HJ0259
 HJ0259                         *CURRENT SURVEY CONTROL
 HJ0259  ___________________________________________________________________
 HJ0259* NAD 83(1986)-  37 41 14.     (N)    102 36 50.     (W)     SCALED    
 HJ0259* NAVD 88     -      1320.772  (meters)    4333.23   (feet)  ADJUSTED  
 HJ0259  ___________________________________________________________________
 HJ0259  GEOID HEIGHT-         -22.97  (meters)                     GEOID03
 HJ0259  DYNAMIC HT  -        1319.420 (meters)    4328.80  (feet)  COMP
 HJ0259  MODELED GRAV-     979,560.3   (mgal)                       NAVD 88
 HJ0259
 HJ0259  VERT ORDER  -  FIRST     CLASS II
 HJ0259
 HJ0259.The horizontal coordinates were scaled from a topographic map and have
 HJ0259.an estimated accuracy of +/- 6 seconds.
 HJ0259
 HJ0259.The orthometric height was determined by differential leveling
 HJ0259.and adjusted by the National Geodetic Survey in June 1991..
 HJ0259
 HJ0259.The geoid height was determined by GEOID03.
 HJ0259
 HJ0259.The dynamic height is computed by dividing the NAVD 88
 HJ0259.geopotential number by the normal gravity value computed on the
 HJ0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0259.degrees latitude (g = 980.6199 gals.).
 HJ0259
 HJ0259.The modeled gravity was interpolated from observed gravity values.
 HJ0259
 HJ0259;                    North         East    Units  Estimated Accuracy
 HJ0259;SPC CO S     -   422,000.    1,168,920.      MT  (+/- 180 meters Scaled)
 HJ0259
 HJ0259                          SUPERSEDED SURVEY CONTROL
 HJ0259
 HJ0259.No superseded survey control is available for this station.
 HJ0259
 HJ0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB103737(NAD 83)
 HJ0259_MARKER: I = METAL ROD
 HJ0259_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HJ0259_SP_SET: STAINLESS STEEL ROD
 HJ0259_STAMPING: G 436 1985
 HJ0259_MARK LOGO: NGS   
 HJ0259_PROJECTION: FLUSH
 HJ0259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HJ0259_ROD/PIPE-DEPTH: 6.1  meters
 HJ0259
 HJ0259  HISTORY     - Date     Condition        Report By
 HJ0259  HISTORY     - 1985     MONUMENTED       NGS
 HJ0259
 HJ0259                          STATION DESCRIPTION
 HJ0259
 HJ0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HJ0259'31.3 KM (19.45 MI) NORT FROM SPRINGFIELD.
 HJ0259'31.3 KM (19.45 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE
 HJ0259'COURTHOUSE IN SPRINGFIELD, 0.6 KM (0.35 MI) NORTH OF THE INTERSECTION
 HJ0259'OF A DRIVEWAY LEADING WEST TO A FARM HOUSE, 0.3 KM (0.2 MI) SOUTH OF
 HJ0259'MILEPOST 50 88.4 M (290.0 FT) NORTH-NORTHEAST OF THE NORTHEAST CORNER
 HJ0259'OF BOX CULVERT NUMBER N265, 22.5 M (73.8 FT) EAST OF THE CENTERLINE OF
 HJ0259'TH HIGHWAY, AND 0.9 M (3.0 FT) SOUTH OF A T-FENCE CORNER. NOTE--ACCESS
 HJ0259'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HJ0259'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 HJ0259'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0406 ***********************************************************************
 HL0406  DESIGNATION -  G 437
 HL0406  PID         -  HL0406
 HL0406  STATE/COUNTY-  CO/SAN JUAN
 HL0406  USGS QUAD   -  SNOWDON PEAK (1972)
 HL0406
 HL0406                         *CURRENT SURVEY CONTROL
 HL0406  ___________________________________________________________________
 HL0406* NAD 83(1986)-  37 43 23.     (N)    107 44 57.     (W)     SCALED    
 HL0406* NAVD 88     -      2990.044  (meters)    9809.84   (feet)  ADJUSTED  
 HL0406  ___________________________________________________________________
 HL0406  GEOID HEIGHT-         -15.72  (meters)                     GEOID03
 HL0406  DYNAMIC HT  -        2985.713 (meters)    9795.63  (feet)  COMP
 HL0406  MODELED GRAV-     979,073.0   (mgal)                       NAVD 88
 HL0406
 HL0406  VERT ORDER  -  FIRST     CLASS II
 HL0406
 HL0406.The horizontal coordinates were scaled from a topographic map and have
 HL0406.an estimated accuracy of +/- 6 seconds.
 HL0406
 HL0406.The orthometric height was determined by differential leveling
 HL0406.and adjusted by the National Geodetic Survey in June 1991..
 HL0406
 HL0406.The geoid height was determined by GEOID03.
 HL0406
 HL0406.The dynamic height is computed by dividing the NAVD 88
 HL0406.geopotential number by the normal gravity value computed on the
 HL0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0406.degrees latitude (g = 980.6199 gals.).
 HL0406
 HL0406.The modeled gravity was interpolated from observed gravity values.
 HL0406
 HL0406;                    North         East    Units  Estimated Accuracy
 HL0406;SPC CO S     -   424,430.      716,140.      MT  (+/- 180 meters Scaled)
 HL0406
 HL0406                          SUPERSEDED SURVEY CONTROL
 HL0406
 HL0406.No superseded survey control is available for this station.
 HL0406
 HL0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB577786(NAD 83)
 HL0406_MARKER: DB = BENCH MARK DISK
 HL0406_SETTING: 66 = SET IN ROCK OUTCROP
 HL0406_SP_SET: ROCK OUTCROP
 HL0406_STAMPING: G 437 1985
 HL0406_MARK LOGO: NGS   
 HL0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0406
 HL0406  HISTORY     - Date     Condition        Report By
 HL0406  HISTORY     - 1985     MONUMENTED       NGS
 HL0406  HISTORY     - 19910708 GOOD             USPSQD
 HL0406
 HL0406                          STATION DESCRIPTION
 HL0406
 HL0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0406'17.0 KM (10.55 MI) SOUT FROM SILVERTON.
 HL0406'17.0 KM (10.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 HL0406'WITH STATE HIGHWAY 110 IN SILVERTON, IN A ROCK LEDGE IN A HIGHWAY CUT,
 HL0406'5.0 KM (3.1 MI) NORTHEAST OF THE SUMMIT OF COAL BANK PASS, 6.7 KM
 HL0406'(4.15 MI) SOUTHWEST OF THE SUMMIT OF MOLAS PASS, 28.0 (91.9 FT) NORTH
 HL0406'OF THE SOUTH END OF THE HIGHWAY CUT, AND 6.5 M (21 FT) WEST OF THE
 HL0406'CENTERLINE OF THE HIGHWAY.
 HL0406'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 HL0406'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 HL0406
 HL0406                          STATION RECOVERY (1991)
 HL0406
 HL0406'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0370 ***********************************************************************
 HL0370  DESIGNATION -  G 438
 HL0370  PID         -  HL0370
 HL0370  STATE/COUNTY-  CO/LA PLATA
 HL0370  USGS QUAD   -  HERMOSA (1963)
 HL0370
 HL0370                         *CURRENT SURVEY CONTROL
 HL0370  ___________________________________________________________________
 HL0370* NAD 83(1992)-  37 25 39.41036(N)    107 48 57.40173(W)     ADJUSTED  
 HL0370* NAVD 88     -      2045.957  (meters)    6712.44   (feet)  ADJUSTED  
 HL0370  ___________________________________________________________________
 HL0370  X           -  -1,552,106.501 (meters)                     COMP
 HL0370  Y           -  -4,829,627.578 (meters)                     COMP
 HL0370  Z           -   3,856,420.111 (meters)                     COMP
 HL0370  LAPLACE CORR-           4.30  (seconds)                    DEFLEC99
 HL0370  ELLIP HEIGHT-        2028.42  (meters)          (10/21/02) GPS OBS
 HL0370  GEOID HEIGHT-         -17.52  (meters)                     GEOID03
 HL0370  DYNAMIC HT  -        2043.294 (meters)    6703.71  (feet)  COMP
 HL0370  MODELED GRAV-     979,256.8   (mgal)                       NAVD 88
 HL0370
 HL0370  HORZ ORDER  -  B
 HL0370  VERT ORDER  -  FIRST     CLASS II
 HL0370  ELLP ORDER  -  FOURTH    CLASS II
 HL0370
 HL0370.The horizontal coordinates were established by GPS observations
 HL0370.and adjusted by the National Geodetic Survey in May 1992..
 HL0370
 HL0370.The orthometric height was determined by differential leveling
 HL0370.and adjusted by the National Geodetic Survey in June 1991..
 HL0370
 HL0370.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HL0370
 HL0370.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0370
 HL0370.The ellipsoidal height was determined by GPS observations
 HL0370.and is referenced to NAD 83.
 HL0370
 HL0370.The geoid height was determined by GEOID03.
 HL0370
 HL0370.The dynamic height is computed by dividing the NAVD 88
 HL0370.geopotential number by the normal gravity value computed on the
 HL0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0370.degrees latitude (g = 980.6199 gals.).
 HL0370
 HL0370.The modeled gravity was interpolated from observed gravity values.
 HL0370
 HL0370;                    North         East     Units Scale Factor Converg.
 HL0370;SPC CO S     -   391,794.262   709,442.910   MT  0.99997042   -1 25 14.0
 HL0370;SPC CO S     - 1,285,411.67  2,327,563.95   sFT  0.99997042   -1 25 14.0
 HL0370;UTM  13      - 4,146,033.708   250,831.900   MT  1.00036482   -1 42 44.3
 HL0370
 HL0370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0370!SPC CO S     -   0.99968179  x   0.99997042  =   0.99965222
 HL0370!UTM  13      -   0.99968179  x   1.00036482  =   1.00004650
 HL0370
 HL0370                          SUPERSEDED SURVEY CONTROL
 HL0370
 HL0370  NAD 83(1986)-  37 25 39.41155(N)    107 48 57.40369(W) AD(       ) 3
 HL0370  ELLIP H (05/26/92) 2028.44   (m)                       GP(       ) 4 1
 HL0370  NAVD 88 (07/06/97) 2045.96   (m)         6712.5    (f) LEVELING    3  
 HL0370  NAVD 88 (05/26/92) 2046.07   (m)         6712.8    (f) LEVELING    3  
 HL0370  NGVD 29 (06/11/92) 2044.92   (m)         6709.0    (f) LEVELING    3  
 HL0370
 HL0370.Superseded values are not recommended for survey control.
 HL0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0370.See file dsdata.txt to determine how the superseded data were derived.
 HL0370
 HL0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB5083246034(NAD 83)
 HL0370_MARKER: I = METAL ROD
 HL0370_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HL0370_SP_SET: STAINLESS STEEL ROD
 HL0370_STAMPING: G 438 1985
 HL0370_MARK LOGO: NGS   
 HL0370_PROJECTION: FLUSH
 HL0370_MAGNETIC: I = MARKER IS A STEEL ROD
 HL0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HL0370+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1992
 HL0370_ROD/PIPE-DEPTH: 4.3  meters
 HL0370
 HL0370  HISTORY     - Date     Condition        Report By
 HL0370  HISTORY     - 1985     MONUMENTED       NGS
 HL0370  HISTORY     - 19910627 GOOD             NGS
 HL0370  HISTORY     - 19920723 GOOD             NGS
 HL0370
 HL0370                          STATION DESCRIPTION
 HL0370
 HL0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0370'15.1 KM (9.4 MI) NORTH FROM DURANGO.
 HL0370'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 HL0370'15.1 KM (9.4 MI) NORTHERLY ALONG U.S. HIGHWAY 550 FROM THE DURANGO
 HL0370'COMMUNITY HOSPITAL IN DURANGO, 18.1 M (59.4 FT) SOUTHEAST OF THE
 HL0370'CENTERLINE OF THE HIGHWAY, AND 16.1 M (52.5 FT) NORTHEAST OF THE
 HL0370'CENTER OF A DRIVEWAY LEADING NORTHEAST TO THE JAMES RANCH.
 HL0370'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HL0370'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 HL0370
 HL0370                          STATION RECOVERY (1991)
 HL0370
 HL0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HL0370'STATION IS LOCATED ABOUT 20 KM (12.4 MI) NORTH OF DURANGO, 2 KM
 HL0370'(1.2 MI) NORTHEAST OF HERMOSA, ALONG US HIGHWAY 550, ON THE
 HL0370'RIGHT-OF-WAY, AT MILE 33.45, AT THE ENTRANCE TO THE JAMES RANCH, IN
 HL0370'THE SOUTHWEST 1/4 OF SECTION 36, T 37 N, R 9 W.  OWNERSHIP--STATE
 HL0370'DEPARTMENT OF TRANSPORTATION.
 HL0370'TO REACH FROM THE JUNCTION OF US HIGHWAYS 160 AND 550 ON THE SOUTHWEST
 HL0370'SIDE OF DURANGO, GO NORTH ON HIGHWAY 550 FOR 11.15 MI (17.94 KM) TO
 HL0370'THE JUNCTION WITH COUNTY ROAD 203 ON THE LEFT AT THE NORTH END OF
 HL0370'HERMOSA, (JUST SOUTH OF A RAIL CROSSING).  CONTINUE AHEAD FOR 1.3 MI
 HL0370'(2.1 KM) TO THE STATION ON THE RIGHT.
 HL0370'STATION MARK IS A PUNCH HOLE TOP CENTER IN A STEEL ROD ENCASED IN PVC
 HL0370'PIPE WITH LOGO CAP SET IN A 30-CM CONCRETE POST FLUSH WITH THE
 HL0370'GROUND. IT IS 18.0 M (59.1 FT) SOUTHEAST OF, AND 0.5 M (1.6 FT)
 HL0370'HIGHER THAN THE HIGHWAY CENTER, 16.5 M (54.1 FT) NORTHEAST OF THE
 HL0370'RANCH ENTRANCE ROAD CENTER, 0.2 M (0.7 FT) NORTHWEST OF A FIBERGLASS
 HL0370'WITNESS POST IN THE WIRE SECTION OF THE RIGHT-OF-WAY FENCE AND 0.7 M
 HL0370'(2.3 FT) NORTHEAST OF THE NORTHEAST END OF THE BOARD SECTION OF THE
 HL0370'FENCE.
 HL0370'DESCRIBED BY G.R.HEID
 HL0370
 HL0370                          STATION RECOVERY (1992)
 HL0370
 HL0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RSC)
 HL0370'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0633 ***********************************************************************
 JL0633  DESIGNATION -  G 439
 JL0633  PID         -  JL0633
 JL0633  STATE/COUNTY-  CO/MONTROSE
 JL0633  USGS QUAD   -  COLONA (1983)
 JL0633
 JL0633                         *CURRENT SURVEY CONTROL
 JL0633  ___________________________________________________________________
 JL0633* NAD 83(1986)-  38 21 21.     (N)    107 47 59.     (W)     SCALED    
 JL0633* NAVD 88     -      1908.162  (meters)    6260.36   (feet)  ADJUSTED  
 JL0633  ___________________________________________________________________
 JL0633  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 JL0633  DYNAMIC HT  -        1905.967 (meters)    6253.16  (feet)  COMP
 JL0633  MODELED GRAV-     979,411.2   (mgal)                       NAVD 88
 JL0633
 JL0633  VERT ORDER  -  FIRST     CLASS II
 JL0633
 JL0633.The horizontal coordinates were scaled from a topographic map and have
 JL0633.an estimated accuracy of +/- 6 seconds.
 JL0633
 JL0633.The orthometric height was determined by differential leveling
 JL0633.and adjusted by the National Geodetic Survey in June 1991..
 JL0633
 JL0633.The geoid height was determined by GEOID03.
 JL0633
 JL0633.The dynamic height is computed by dividing the NAVD 88
 JL0633.geopotential number by the normal gravity value computed on the
 JL0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0633.degrees latitude (g = 980.6199 gals.).
 JL0633
 JL0633.The modeled gravity was interpolated from observed gravity values.
 JL0633
 JL0633;                    North         East    Units  Estimated Accuracy
 JL0633;SPC CO S     -   494,750.      713,410.      MT  (+/- 180 meters Scaled)
 JL0633
 JL0633                          SUPERSEDED SURVEY CONTROL
 JL0633
 JL0633.No superseded survey control is available for this station.
 JL0633
 JL0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC553490(NAD 83)
 JL0633_MARKER: I = METAL ROD
 JL0633_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JL0633+WITH SETTING: INFORMATION.
 JL0633_SP_SET: SHALLOW-SET METAL ROD
 JL0633_STAMPING: G 439 1985
 JL0633_MARK LOGO: NGS   
 JL0633_PROJECTION: FLUSH
 JL0633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0633+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2004
 JL0633_ROD/PIPE-DEPTH: 1.2  meters
 JL0633
 JL0633  HISTORY     - Date     Condition        Report By
 JL0633  HISTORY     - 1985     MONUMENTED       NGS
 JL0633  HISTORY     - 20040919 GOOD             USPSQD
 JL0633
 JL0633                          STATION DESCRIPTION
 JL0633
 JL0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JL0633'15.8 KM (9.8 MI) SOUTH FROM MONTROSE.
 JL0633'15.8 KM (9.8 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM THE POST OFFICE
 JL0633'IN MONTROSE, 56.4 M (185.0 FT) NORTHWEST OF THE CENTER OF VICUNA
 JL0633'DRIVE, 35.3 M (115.8 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 JL0633'11.2 M (36.7 FT) SOUTHWEST OF THE CENTER OF A TRACK ROAD, AND 6.7 M
 JL0633'(22.0 FT) NORTHWEST OF A T-FENCE CORNER.  NOTE--ACCESS TO DATUM POINT
 JL0633'IS HAD THROUGH A 5-INCH LOGO CAP.
 JL0633'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 JL0633'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 JL0633
 JL0633                          STATION RECOVERY (2004)
 JL0633
 JL0633'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 JL0633'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0420 ***********************************************************************
 LK0420  DESIGNATION -  G 439
 LK0420  PID         -  LK0420
 LK0420  STATE/COUNTY-  CO/LOGAN
 LK0420  USGS QUAD   -  ILIFF (1951)
 LK0420
 LK0420                         *CURRENT SURVEY CONTROL
 LK0420  ___________________________________________________________________
 LK0420* NAD 83(1986)-  40 49 07.     (N)    103 06 56.     (W)     SCALED    
 LK0420* NAVD 88     -      1201.554  (meters)    3942.10   (feet)  ADJUSTED  
 LK0420  ___________________________________________________________________
 LK0420  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 LK0420  DYNAMIC HT  -        1200.691 (meters)    3939.27  (feet)  COMP
 LK0420  MODELED GRAV-     979,864.6   (mgal)                       NAVD 88
 LK0420
 LK0420  VERT ORDER  -  FIRST     CLASS II
 LK0420
 LK0420.The horizontal coordinates were scaled from a topographic map and have
 LK0420.an estimated accuracy of +/- 6 seconds.
 LK0420
 LK0420.The orthometric height was determined by differential leveling
 LK0420.and adjusted by the National Geodetic Survey in June 1991..
 LK0420
 LK0420.The geoid height was determined by GEOID03.
 LK0420
 LK0420.The dynamic height is computed by dividing the NAVD 88
 LK0420.geopotential number by the normal gravity value computed on the
 LK0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0420.degrees latitude (g = 980.6199 gals.).
 LK0420
 LK0420.The modeled gravity was interpolated from observed gravity values.
 LK0420
 LK0420;                    North         East    Units  Estimated Accuracy
 LK0420;SPC CO N     -   472,420.    1,115,540.      MT  (+/- 180 meters Scaled)
 LK0420
 LK0420                          SUPERSEDED SURVEY CONTROL
 LK0420
 LK0420.No superseded survey control is available for this station.
 LK0420
 LK0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF589203(NAD 83)
 LK0420_MARKER: I = METAL ROD
 LK0420_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0420_SP_SET: STAINLESS STEEL ROD
 LK0420_STAMPING: G 439 1985
 LK0420_MARK LOGO: NGS   
 LK0420_PROJECTION: FLUSH
 LK0420_MAGNETIC: I = MARKER IS A STEEL ROD
 LK0420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0420+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1995
 LK0420_ROD/PIPE-DEPTH: 8.2  meters
 LK0420
 LK0420  HISTORY     - Date     Condition        Report By
 LK0420  HISTORY     - 1985     MONUMENTED       NGS
 LK0420  HISTORY     - 19950209 GOOD             MSAM
 LK0420
 LK0420                          STATION DESCRIPTION
 LK0420
 LK0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LK0420'16.3 KM (10.1 MI) SOUTH FROM PEETZ.
 LK0420'0.24 KM (0.15 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE AT
 LK0420'PEETZ, THENCE 16.0 KM (9.9 MI) SOUTH ALONG STATE ROUTE 113, IN THE
 LK0420'SOUTHWEST CORNER OF THE INTERSECTION OF ROAD 54, 0.13 KM (0.08 MI)
 LK0420'SOUTH OF MILEPOST 6, 27.4 METERS (90 FT) WEST OF THE HIGHWAY
 LK0420'CENTERLINE, 7.0 METERS (23 FT) SOUTH OF THE CENTER OF THE ROAD, 8.1
 LK0420'METERS (26.5 FT) WEST OF A T JUNCTION POWER POLE 403 AND 0.3 METER (1
 LK0420'FT) NORTH OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LK0420'5-INCH LOGO CAP.
 LK0420'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LK0420'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 LK0420
 LK0420                          STATION RECOVERY (1995)
 LK0420
 LK0420'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0420'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0057 ***********************************************************************
 LM0057  DESIGNATION -  G 44
 LM0057  PID         -  LM0057
 LM0057  STATE/COUNTY-  CO/JACKSON
 LM0057  USGS QUAD   -  SPICER PEAK (1956)
 LM0057
 LM0057                         *CURRENT SURVEY CONTROL
 LM0057  ___________________________________________________________________
 LM0057* NAD 83(1986)-  40 29 55.     (N)    106 25 40.     (W)     SCALED    
 LM0057* NAVD 88     -      2508.151  (meters)    8228.83   (feet)  POSTED    
 LM0057  ___________________________________________________________________
 LM0057  GEOID HEIGHT-         -12.13  (meters)                     GEOID03
 LM0057  DYNAMIC HT  -        2505.440 (meters)    8219.93  (feet)  COMP
 LM0057  MODELED GRAV-     979,455.0   (mgal)                       NAVD 88
 LM0057
 LM0057  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LM0057
 LM0057.The horizontal coordinates were scaled from a topographic map and have
 LM0057.an estimated accuracy of +/- 6 seconds.
 LM0057
 LM0057.The orthometric height was determined by differential leveling
 LM0057.and adjusted by the National Geodetic Survey in 1992..
 LM0057.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LM0057.rate of 1.1 thru 2.0 mm/km.
 LM0057
 LM0057.The geoid height was determined by GEOID03.
 LM0057
 LM0057.The dynamic height is computed by dividing the NAVD 88
 LM0057.geopotential number by the normal gravity value computed on the
 LM0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0057.degrees latitude (g = 980.6199 gals.).
 LM0057
 LM0057.The modeled gravity was interpolated from observed gravity values.
 LM0057
 LM0057;                    North         East    Units  Estimated Accuracy
 LM0057;SPC CO N     -   434,600.      835,760.      MT  (+/- 180 meters Scaled)
 LM0057
 LM0057                          SUPERSEDED SURVEY CONTROL
 LM0057
 LM0057  NGVD 29 (??/??/92) 2506.729  (m)         8224.16   (f) ADJ UNCH    1 2
 LM0057
 LM0057.Superseded values are not recommended for survey control.
 LM0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0057.See file dsdata.txt to determine how the superseded data were derived.
 LM0057
 LM0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE790840(NAD 83)
 LM0057_MARKER: DB = BENCH MARK DISK
 LM0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0057+STABILITY: SURFACE MOTION
 LM0057
 LM0057  HISTORY     - Date     Condition        Report By
 LM0057  HISTORY     - UNK      MONUMENTED       CGS
 LM0057  HISTORY     - 1934     GOOD             NGS
 LM0057
 LM0057                          STATION DESCRIPTION
 LM0057
 LM0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LM0057'7.4 MI S FROM HEBRON.
 LM0057'LOCATED ALONG THE R. OF W. OF STATE HIGHWAY NO. 14.  39 FT. WEST OF
 LM0057'THE CENTER OF HIGHWAY NO. 14.  3 FT. SOUTH OF TELEPHONE POLE NO. 297
 LM0057'IN A SMALL COVE APPROX., 70 FT. ABOVE A SMALL IRRIGATION DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0058 ***********************************************************************
 LM0058  DESIGNATION -  G 44 RESET
 LM0058  PID         -  LM0058
 LM0058  STATE/COUNTY-  CO/JACKSON
 LM0058  USGS QUAD   -  SPICER PEAK (1956)
 LM0058
 LM0058                         *CURRENT SURVEY CONTROL
 LM0058  ___________________________________________________________________
 LM0058* NAD 83(1986)-  40 29 55.     (N)    106 25 39.     (W)     SCALED    
 LM0058* NAVD 88     -      2507.79   (+/-2cm)    8227.6    (feet)  VERTCON   
 LM0058  ___________________________________________________________________
 LM0058  GEOID HEIGHT-         -12.13  (meters)                     GEOID03
 LM0058
 LM0058  VERT ORDER  -  THIRD (See Below)
 LM0058
 LM0058.The horizontal coordinates were scaled from a topographic map and have
 LM0058.an estimated accuracy of +/- 6 seconds.
 LM0058
 LM0058.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0058.The vertical order pertains to the NGVD 29 superseded value.
 LM0058
 LM0058.The geoid height was determined by GEOID03.
 LM0058
 LM0058;                    North         East    Units  Estimated Accuracy
 LM0058;SPC CO N     -   434,600.      835,780.      MT  (+/- 180 meters Scaled)
 LM0058
 LM0058                          SUPERSEDED SURVEY CONTROL
 LM0058
 LM0058  NGVD 29 (??/??/??) 2506.38   (m)         8223.0    (f) RESET       3  
 LM0058
 LM0058.Superseded values are not recommended for survey control.
 LM0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0058.See file dsdata.txt to determine how the superseded data were derived.
 LM0058
 LM0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE790840(NAD 83)
 LM0058_MARKER: DB = BENCH MARK DISK
 LM0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0058_STAMPING: G 44 RESET 1951
 LM0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0058+STABILITY: SURFACE MOTION
 LM0058
 LM0058  HISTORY     - Date     Condition        Report By
 LM0058  HISTORY     - 1951     MONUMENTED       CODH
 LM0058
 LM0058                          STATION DESCRIPTION
 LM0058
 LM0058'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1951
 LM0058'7.4 MI S FROM HEBRON.
 LM0058'7.4 MILES SOUTH ALONG STATE HIGHWAY 14 FROM HEBRON, 189 FEET WEST OF
 LM0058'THE HIGHWAY, 115 FEET WEST OF A 24-INCH CORRUGATED-METAL PIPE CULVERT,
 LM0058'6 FEET EAST OF A GATE, AND ON THE SOUTH SIDE OF A ROAD.  A STANDARD
 LM0058'DISK, STAMPED G 44 RESET 1951 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0440 ***********************************************************************
 HL0440  DESIGNATION -  G 440
 HL0440  PID         -  HL0440
 HL0440  STATE/COUNTY-  CO/OURAY
 HL0440  USGS QUAD   -  IRONTON (1972)
 HL0440
 HL0440                         *CURRENT SURVEY CONTROL
 HL0440  ___________________________________________________________________
 HL0440* NAD 83(1986)-  37 54 41.     (N)    107 42 12.     (W)     SCALED    
 HL0440* NAVD 88     -      3281.049  (meters)   10764.57   (feet)  ADJUSTED  
 HL0440  ___________________________________________________________________
 HL0440  GEOID HEIGHT-         -15.44  (meters)                     GEOID03
 HL0440  DYNAMIC HT  -        3276.142 (meters)   10748.48  (feet)  COMP
 HL0440  MODELED GRAV-     979,014.4   (mgal)                       NAVD 88
 HL0440
 HL0440  VERT ORDER  -  FIRST     CLASS II
 HL0440
 HL0440.The horizontal coordinates were scaled from a topographic map and have
 HL0440.an estimated accuracy of +/- 6 seconds.
 HL0440
 HL0440.The orthometric height was determined by differential leveling
 HL0440.and adjusted by the National Geodetic Survey in June 1991..
 HL0440
 HL0440.The geoid height was determined by GEOID03.
 HL0440
 HL0440.The dynamic height is computed by dividing the NAVD 88
 HL0440.geopotential number by the normal gravity value computed on the
 HL0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0440.degrees latitude (g = 980.6199 gals.).
 HL0440
 HL0440.The modeled gravity was interpolated from observed gravity values.
 HL0440
 HL0440;                    North         East    Units  Estimated Accuracy
 HL0440;SPC CO S     -   445,230.      720,670.      MT  (+/- 180 meters Scaled)
 HL0440
 HL0440                          SUPERSEDED SURVEY CONTROL
 HL0440
 HL0440.No superseded survey control is available for this station.
 HL0440
 HL0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB623994(NAD 83)
 HL0440_MARKER: DB = BENCH MARK DISK
 HL0440_SETTING: 66 = SET IN ROCK OUTCROP
 HL0440_SP_SET: ROCK OUTCROP
 HL0440_STAMPING: G 440 1985
 HL0440_MARK LOGO: NGS   
 HL0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0440
 HL0440  HISTORY     - Date     Condition        Report By
 HL0440  HISTORY     - 1985     MONUMENTED       NGS
 HL0440  HISTORY     - 19910630 GOOD             USPSQD
 HL0440
 HL0440                          STATION DESCRIPTION
 HL0440
 HL0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0440'18.1 KM (11.25 MI) NORT FROM SILVERTON.
 HL0440'18.1 KM (11.25 MI) NORTHERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 HL0440'WITH STATE HIGHWAY 110 IN SILVERTON, OR 19.1 KM (11.85 MI) SOUTHERLY
 HL0440'ALONG U.S. HIGHWAY 550 FROM THE POST OFFICE IN OURAY, AT A HIGHWAY
 HL0440'PULLOUT, SET VERTICALLY IN THE SOUTH FACE OF AN EXPOSED AREA OF
 HL0440'BEDROCK IN A HIGHWAY CUT, 17.4 M (57.1 FT) NORTHWEST OF THE CENTERLINE
 HL0440'OF THE HIGHWAY, AND 6.0 M (19.7 FT) NORTH OF THE CENTER OF THE EAST
 HL0440'END OF THE PULLOUT.
 HL0440'THE MARK IS 0.6 METERS  NE FROM  A WITNESS POST
 HL0440'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 HL0440
 HL0440                          STATION RECOVERY (1991)
 HL0440
 HL0440'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0440'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0716 ***********************************************************************
 JJ0716  DESIGNATION -  G 440
 JJ0716  PID         -  JJ0716
 JJ0716  STATE/COUNTY-  CO/PROWERS
 JJ0716  USGS QUAD   -  GRANADA (1953)
 JJ0716
 JJ0716                         *CURRENT SURVEY CONTROL
 JJ0716  ___________________________________________________________________
 JJ0716* NAD 83(1992)-  38 03 24.60950(N)    102 16 57.81250(W)     ADJUSTED  
 JJ0716* NAVD 88     -      1058.592  (meters)    3473.06   (feet)  ADJUSTED  
 JJ0716  ___________________________________________________________________
 JJ0716  X           -  -1,069,924.467 (meters)                     COMP
 JJ0716  Y           -  -4,914,234.548 (meters)                     COMP
 JJ0716  Z           -   3,911,051.267 (meters)                     COMP
 JJ0716  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 JJ0716  ELLIP HEIGHT-        1034.91  (meters)          (12/03/02) GPS OBS
 JJ0716  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 JJ0716  DYNAMIC HT  -        1057.595 (meters)    3469.79  (feet)  COMP
 JJ0716  MODELED GRAV-     979,651.2   (mgal)                       NAVD 88
 JJ0716
 JJ0716  HORZ ORDER  -  FIRST
 JJ0716  VERT ORDER  -  FIRST     CLASS II
 JJ0716  ELLP ORDER  -  FOURTH    CLASS II
 JJ0716
 JJ0716.The horizontal coordinates were established by GPS observations
 JJ0716.and adjusted by the National Geodetic Survey in April 1997..
 JJ0716
 JJ0716.The orthometric height was determined by differential leveling
 JJ0716.and adjusted by the National Geodetic Survey in June 1991..
 JJ0716
 JJ0716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JJ0716
 JJ0716.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0716
 JJ0716.The ellipsoidal height was determined by GPS observations
 JJ0716.and is referenced to NAD 83.
 JJ0716
 JJ0716.The geoid height was determined by GEOID03.
 JJ0716
 JJ0716.The dynamic height is computed by dividing the NAVD 88
 JJ0716.geopotential number by the normal gravity value computed on the
 JJ0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0716.degrees latitude (g = 980.6199 gals.).
 JJ0716
 JJ0716.The modeled gravity was interpolated from observed gravity values.
 JJ0716
 JJ0716;                    North         East     Units Scale Factor Converg.
 JJ0716;SPC CO S     -   463,950.237 1,196,695.605   MT  0.99995293   +1 58 24.3
 JJ0716;SPC CO S     - 1,522,143.40  3,926,158.83   sFT  0.99995293   +1 58 24.3
 JJ0716;UTM  13      - 4,215,607.512   738,406.837   MT  1.00030008   +1 40 33.0
 JJ0716
 JJ0716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0716!SPC CO S     -   0.99983764  x   0.99995293  =   0.99979057
 JJ0716!UTM  13      -   0.99983764  x   1.00030008  =   1.00013767
 JJ0716
 JJ0716                          SUPERSEDED SURVEY CONTROL
 JJ0716
 JJ0716  ELLIP H (04/04/97) 1034.89   (m)                       GP(       ) 4 1
 JJ0716
 JJ0716.Superseded values are not recommended for survey control.
 JJ0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0716.See file dsdata.txt to determine how the superseded data were derived.
 JJ0716
 JJ0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC3840715608(NAD 83)
 JJ0716_MARKER: I = METAL ROD
 JJ0716_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JJ0716_SP_SET: STAINLESS STEEL ROD
 JJ0716_STAMPING: G 440 1986
 JJ0716_MARK LOGO: NGS   
 JJ0716_PROJECTION: FLUSH
 JJ0716_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JJ0716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0716+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1996
 JJ0716_ROD/PIPE-DEPTH: 9.7  meters
 JJ0716
 JJ0716  HISTORY     - Date     Condition        Report By
 JJ0716  HISTORY     - 1986     MONUMENTED       NGS
 JJ0716  HISTORY     - 19960327 GOOD             CODOT
 JJ0716
 JJ0716                          STATION DESCRIPTION
 JJ0716
 JJ0716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JJ0716'2.6 KM (1.6 MI) EAST FROM GRANADA.
 JJ0716'2.6 KM (1.6 MI) EAST ALONG US HIGHWAY 50 FROM THE JUNCTION OF US
 JJ0716'HIGHWAY 385 IN GRANADA, AT A FIELD ROAD AND METAL GATE, 18.1 METERS
 JJ0716'(59.4 FT) SOUTHWEST OF THE HIGHWAY CENTERLINE, 15.7 METERS (51.4 FT)
 JJ0716'EAST-SOUTHEAST OF A FENCE T JUNCTION, 4.1 METERS (13.5 FT)
 JJ0716'WEST-NORTHWEST OF THE CENTER OF THE GATE AND THE ROAD AND 0.3 METER
 JJ0716'(0.9 FT) NORTHEAST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 JJ0716'THROUGH A 5-INCH LOGO CAP.
 JJ0716'THE MARK IS 0.3 METERS  ESE FROM  A WITNESS POST
 JJ0716'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JJ0716
 JJ0716                          STATION RECOVERY (1996)
 JJ0716
 JJ0716'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (JRZ)
 JJ0716'RECOVERED AS DESCRIBED.  FROM THE JUNCTION OF US HIGHWAYS 50 AND 385
 JJ0716'IN GRANADA, TAKE US HIGHWAY 50 EAST 2.6 KM (1.62 MI) TO A FIELD ROAD
 JJ0716'AND METAL GATE.  STATION IS 18.1 M (59.38 FT) SOUTHWEST OF THE HIGHWAY
 JJ0716'CENTERLINE, 15.7 M (51.51 FT) EAST-SOUTHEAST OF A FENCE T JUNCTION,
 JJ0716'4.1 M (13.45 FT) WEST-NORTHWEST OF THE CENTER OF THE GATE AND ROAD,
 JJ0716'0.3 M (0.98 FT) NORTHEAST OF A FENCE, AND 0.3 M (0.98 FT)
 JJ0716'EAST-SOUTHEAST FROM A WITNESS POST.  ACCESS TO THE DATUM POINT IS
 JJ0716'THROUGH A 5 INCH LOGO CAP.  THE STATION IS ABOVE THE LEVEL OF THE
 JJ0716'HIGHWAY.  THE STATION WAS RECOVERED IN GOOD CONDITION IN MARCH 1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0394 ***********************************************************************
 HL0394  DESIGNATION -  G 441
 HL0394  PID         -  HL0394
 HL0394  STATE/COUNTY-  CO/SAN JUAN
 HL0394  USGS QUAD   -  ENGINEER MOUNTAIN (1975)
 HL0394
 HL0394                         *CURRENT SURVEY CONTROL
 HL0394  ___________________________________________________________________
 HL0394* NAD 83(1992)-  37 40 24.08841(N)    107 47 25.32182(W)     ADJUSTED  
 HL0394* NAVD 88     -      2881.240  (meters)    9452.87   (feet)  ADJUSTED  
 HL0394  ___________________________________________________________________
 HL0394  X           -  -1,545,072.221 (meters)                     COMP
 HL0394  Y           -  -4,815,117.691 (meters)                     COMP
 HL0394  Z           -   3,878,562.177 (meters)                     COMP
 HL0394  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 HL0394  ELLIP HEIGHT-        2865.21  (meters)          (12/03/02) GPS OBS
 HL0394  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 HL0394  DYNAMIC HT  -        2877.107 (meters)    9439.31  (feet)  COMP
 HL0394  MODELED GRAV-     979,091.2   (mgal)                       NAVD 88
 HL0394
 HL0394  HORZ ORDER  -  FIRST
 HL0394  VERT ORDER  -  FIRST     CLASS II
 HL0394  ELLP ORDER  -  FOURTH    CLASS II
 HL0394
 HL0394.The horizontal coordinates were established by GPS observations
 HL0394.and adjusted by the National Geodetic Survey in July 1997..
 HL0394
 HL0394.The orthometric height was determined by differential leveling
 HL0394.and adjusted by the National Geodetic Survey in June 1991..
 HL0394
 HL0394.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HL0394
 HL0394.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0394
 HL0394.The ellipsoidal height was determined by GPS observations
 HL0394.and is referenced to NAD 83.
 HL0394
 HL0394.The geoid height was determined by GEOID03.
 HL0394
 HL0394.The dynamic height is computed by dividing the NAVD 88
 HL0394.geopotential number by the normal gravity value computed on the
 HL0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0394.degrees latitude (g = 980.6199 gals.).
 HL0394
 HL0394.The modeled gravity was interpolated from observed gravity values.
 HL0394
 HL0394;                    North         East     Units Scale Factor Converg.
 HL0394;SPC CO S     -   419,003.737   712,374.724   MT  0.99994932   -1 24 17.5
 HL0394;SPC CO S     - 1,374,681.43  2,337,182.74   sFT  0.99994932   -1 24 17.5
 HL0394;UTM  13      - 4,173,238.441   253,905.733   MT  1.00034602   -1 42 22.4
 HL0394
 HL0394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0394!SPC CO S     -   0.99955059  x   0.99994932  =   0.99949994
 HL0394!UTM  13      -   0.99955059  x   1.00034602  =   0.99989646
 HL0394
 HL0394                          SUPERSEDED SURVEY CONTROL
 HL0394
 HL0394  ELLIP H (07/06/97) 2865.21   (m)                       GP(       ) 3 1
 HL0394  NAVD 88 (07/06/97) 2881.24   (m)         9452.9    (f) LEVELING    3  
 HL0394
 HL0394.Superseded values are not recommended for survey control.
 HL0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0394.See file dsdata.txt to determine how the superseded data were derived.
 HL0394
 HL0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB5390673238(NAD 83)
 HL0394_MARKER: DB = BENCH MARK DISK
 HL0394_SETTING: 66 = SET IN ROCK OUTCROP
 HL0394_SP_SET: ROCK OUTCROP
 HL0394_STAMPING: G 441 1985
 HL0394_MARK LOGO: NGS   
 HL0394_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HL0394_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0394+STABILITY: POSITION/ELEVATION WELL
 HL0394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HL0394+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1993
 HL0394
 HL0394  HISTORY     - Date     Condition        Report By
 HL0394  HISTORY     - 1985     MONUMENTED       NGS
 HL0394  HISTORY     - 19910709 GOOD             USPSQD
 HL0394  HISTORY     - 19930708 GOOD             NGS
 HL0394
 HL0394                          STATION DESCRIPTION
 HL0394
 HL0394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0394'27.5 KM (17.1 MI) SOUTH FROM SILVERTON.
 HL0394'27.5 KM (17.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 HL0394'WITH STATE HIGHWAY 110 IN SILVERTON, NEAR THE WEST END OF A 2- BY
 HL0394'12-FOOT EXPOSED AREA OF BEDROCK AT THE NORTH END OF A SMALL HIGHWAY
 HL0394'CUT AND THE SOUTHEAST END OF A SMALL HIGHWAY PULLOUT, 5.6 KM (3.5 MI)
 HL0394'SOUTH OF THE SUMMIT OF COAL BANK PASS, AND 23.5 (77.1 FT) EAST OF THE
 HL0394'CENTERLINE OF THE HIGHWAY.
 HL0394'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST
 HL0394'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 HL0394
 HL0394                          STATION RECOVERY (1991)
 HL0394
 HL0394'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0394'RECOVERED IN GOOD CONDITION.
 HL0394
 HL0394                          STATION RECOVERY (1993)
 HL0394
 HL0394'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RSC)
 HL0394'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0472 ***********************************************************************
 LK0472  DESIGNATION -  G 442
 LK0472  PID         -  LK0472
 LK0472  STATE/COUNTY-  CO/LOGAN
 LK0472  USGS QUAD   -  ILIFF (1951)
 LK0472
 LK0472                         *CURRENT SURVEY CONTROL
 LK0472  ___________________________________________________________________
 LK0472* NAD 83(1986)-  40 45 23.     (N)    103 03 57.     (W)     SCALED    
 LK0472* NAVD 88     -      1169.100  (meters)    3835.62   (feet)  ADJUSTED  
 LK0472  ___________________________________________________________________
 LK0472  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 LK0472  DYNAMIC HT  -        1168.264 (meters)    3832.88  (feet)  COMP
 LK0472  MODELED GRAV-     979,868.8   (mgal)                       NAVD 88
 LK0472
 LK0472  VERT ORDER  -  FIRST     CLASS II
 LK0472
 LK0472.The horizontal coordinates were scaled from a topographic map and have
 LK0472.an estimated accuracy of +/- 6 seconds.
 LK0472
 LK0472.The orthometric height was determined by differential leveling
 LK0472.and adjusted by the National Geodetic Survey in June 1991..
 LK0472
 LK0472.The geoid height was determined by GEOID03.
 LK0472
 LK0472.The dynamic height is computed by dividing the NAVD 88
 LK0472.geopotential number by the normal gravity value computed on the
 LK0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0472.degrees latitude (g = 980.6199 gals.).
 LK0472
 LK0472.The modeled gravity was interpolated from observed gravity values.
 LK0472
 LK0472;                    North         East    Units  Estimated Accuracy
 LK0472;SPC CO N     -   465,630.    1,119,930.      MT  (+/- 180 meters Scaled)
 LK0472
 LK0472                          SUPERSEDED SURVEY CONTROL
 LK0472
 LK0472.No superseded survey control is available for this station.
 LK0472
 LK0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF632135(NAD 83)
 LK0472_MARKER: I = METAL ROD
 LK0472_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LK0472_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LK0472_STAMPING: G 442 1986
 LK0472_MARK LOGO: NGS   
 LK0472_PROJECTION: FLUSH
 LK0472_MAGNETIC: I = MARKER IS A STEEL ROD
 LK0472_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LK0472+STABILITY: POSITION/ELEVATION WELL
 LK0472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LK0472+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1995
 LK0472_ROD/PIPE-DEPTH: 18.3 meters
 LK0472_SLEEVE-DEPTH  : 6.1 meters
 LK0472
 LK0472  HISTORY     - Date     Condition        Report By
 LK0472  HISTORY     - 1986     MONUMENTED       NGS
 LK0472  HISTORY     - 19950209 GOOD             MSAM
 LK0472
 LK0472                          STATION DESCRIPTION
 LK0472
 LK0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LK0472'IN ILIFF.
 LK0472'IN ILIFF, AT THE SITE OF THE CITY WATER TANK, BETWEEN THE NORTHEAST
 LK0472'AND NORTHWEST LEGS, 3.4 METERS (11 FT) WEST OF THE NORTHEAST LEG
 LK0472'FOUNDATION, 2.6 METERS (8.6 FT) EAST OF THE NORTHWEST LEG FOUNDATION
 LK0472'AND 4.6 METERS (15 FT) NORTH OF THE WATER TANK STAND PIPE.
 LK0472'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LK0472'THE MARK IS ABOVE LEVEL WITH THE GROUND.
 LK0472
 LK0472                          STATION RECOVERY (1995)
 LK0472
 LK0472'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0472'THE MARK WAS RECOVERED IN GOOD CONDITION AND ADD, 1 FT (0.3 M) SOUTH
 LK0472'FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0440 ***********************************************************************
 LK0440  DESIGNATION -  G 443
 LK0440  PID         -  LK0440
 LK0440  STATE/COUNTY-  CO/SEDGWICK
 LK0440  USGS QUAD   -  JULESBURG (1984)
 LK0440
 LK0440                         *CURRENT SURVEY CONTROL
 LK0440  ___________________________________________________________________
 LK0440* NAD 83(1986)-  40 57 38.     (N)    102 21 51.     (W)     SCALED    
 LK0440* NAVD 88     -      1076.949  (meters)    3533.29   (feet)  ADJUSTED  
 LK0440  ___________________________________________________________________
 LK0440  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 LK0440  DYNAMIC HT  -        1076.242 (meters)    3530.97  (feet)  COMP
 LK0440  MODELED GRAV-     979,930.6   (mgal)                       NAVD 88
 LK0440
 LK0440  VERT ORDER  -  FIRST     CLASS II
 LK0440
 LK0440.The horizontal coordinates were scaled from a topographic map and have
 LK0440.an estimated accuracy of +/- 6 seconds.
 LK0440
 LK0440.The orthometric height was determined by differential leveling
 LK0440.and adjusted by the National Geodetic Survey in June 1991..
 LK0440
 LK0440.The geoid height was determined by GEOID03.
 LK0440
 LK0440.The dynamic height is computed by dividing the NAVD 88
 LK0440.geopotential number by the normal gravity value computed on the
 LK0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0440.degrees latitude (g = 980.6199 gals.).
 LK0440
 LK0440.The modeled gravity was interpolated from observed gravity values.
 LK0440
 LK0440;                    North         East    Units  Estimated Accuracy
 LK0440;SPC CO N     -   490,150.    1,178,350.      MT  (+/- 180 meters Scaled)
 LK0440
 LK0440                          SUPERSEDED SURVEY CONTROL
 LK0440
 LK0440  NGVD 29 (02/14/92) 1076.488  (m)         3531.78   (f) ADJUSTED    1 2
 LK0440
 LK0440.Superseded values are not recommended for survey control.
 LK0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0440.See file dsdata.txt to determine how the superseded data were derived.
 LK0440
 LK0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF218377(NAD 83)
 LK0440_MARKER: I = METAL ROD
 LK0440_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0440_SP_SET: STAINLESS STEEL ROD
 LK0440_STAMPING: G 443 1986
 LK0440_MARK LOGO: NGS   
 LK0440_PROJECTION: FLUSH
 LK0440_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0440_ROD/PIPE-DEPTH: 20.7 meters
 LK0440
 LK0440  HISTORY     - Date     Condition        Report By
 LK0440  HISTORY     - 1986     MONUMENTED       NGS
 LK0440
 LK0440                          STATION DESCRIPTION
 LK0440
 LK0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LK0440'2.2 KM (1.35 MI) EAST FROM OVID.
 LK0440'2.2 KM (1.35 MI) EAST ALONG US HIGHWAY 138 FROM THE POST OFFICE IN
 LK0440'OVID, AT ROAD 31 LEADING NORTH, 16.2 METERS (53 FT) NORTH OF THE
 LK0440'HIGHWAY CENTERLINE, 9.1 METERS (30 FT) WEST OF THE CENTER OF ROAD 31,
 LK0440'4.1 METERS (13.6 FT) WEST OF A STOP SIGN POST, 0.79 METERS (2.6 FT)
 LK0440'NORTHEAST OF A CONCRETE RIGHT OF WAY POST AND 0.70 METERS (2.3 FT)
 LK0440'SOUTHEAST OF POWER LINE POLE NO. A 1-45.  NOTE--ACCESS TO DATUM POINT
 LK0440'IS HAD THROUGH A 5-INCH LOGO CAP.
 LK0440'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 LK0440'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4272 ***********************************************************************
 DF4272  DESIGNATION -  G 445
 DF4272  PID         -  DF4272
 DF4272  STATE/COUNTY-  CO/JEFFERSON
 DF4272  USGS QUAD   -  MORRISON (1994)
 DF4272
 DF4272                         *CURRENT SURVEY CONTROL
 DF4272  ___________________________________________________________________
 DF4272* NAD 83(1986)-  39 43 16.     (N)    105 11 55.     (W)     SCALED    
 DF4272* NAVD 88     -      1826.451  (meters)    5992.28   (feet)  ADJUSTED  
 DF4272  ___________________________________________________________________
 DF4272  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 DF4272  DYNAMIC HT  -        1824.612 (meters)    5986.25  (feet)  COMP
 DF4272  MODELED GRAV-     979,555.1   (mgal)                       NAVD 88
 DF4272
 DF4272  VERT ORDER  -  FIRST     CLASS II
 DF4272
 DF4272.The horizontal coordinates were scaled from a topographic map and have
 DF4272.an estimated accuracy of +/- 6 seconds.
 DF4272
 DF4272.The orthometric height was determined by differential leveling
 DF4272.and adjusted by the National Geodetic Survey in November 2003..
 DF4272
 DF4272.The geoid height was determined by GEOID03.
 DF4272
 DF4272.The dynamic height is computed by dividing the NAVD 88
 DF4272.geopotential number by the normal gravity value computed on the
 DF4272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4272.degrees latitude (g = 980.6199 gals.).
 DF4272
 DF4272.The modeled gravity was interpolated from observed gravity values.
 DF4272
 DF4272;                    North         East    Units  Estimated Accuracy
 DF4272;SPC CO C     -   514,410.      940,240.      MT  (+/- 180 meters Scaled)
 DF4272
 DF4272                          SUPERSEDED SURVEY CONTROL
 DF4272
 DF4272.No superseded survey control is available for this station.
 DF4272
 DF4272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD829968(NAD 83)
 DF4272_MARKER: DV = VERTICAL CONTROL DISK
 DF4272_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF4272_SP_SET: UNDERPASS PIER
 DF4272_STAMPING: G 445 2000
 DF4272_MARK LOGO: NGS   
 DF4272_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF4272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4272_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4272+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2000
 DF4272
 DF4272  HISTORY     - Date     Condition        Report By
 DF4272  HISTORY     - 20000516 MONUMENTED       NGS
 DF4272
 DF4272                          STATION DESCRIPTION
 DF4272
 DF4272'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 DF4272'THE STATION IS LOCATED ABOUT 3.0 MI SOUTHEAST OF GOLDEN, 1.5 MI
 DF4272'NORTH-NORTHEAST OF THE MOUTH OF MOUNT VERNON CANYON AND 1.0 MI
 DF4272'WEST-SOUTHWEST OF THE INTERSECTION OF INTERSTATE 70 AND SIXTH
 DF4272'AVENUE, IN THE NORTHWEST 1/4 OF SECTION 11, T 4 S, R 70 W, AT U. S.
 DF4272'HIGHWAY 40 MILEPOST 286.35. OWNERSHIP--COLORADO DEPT. OF
 DF4272'TRANSPORTATION RIGHT-OF-WAY.
 DF4272' 
 DF4272'TO REACH THE STATION FROM THE INTERSECTION OF WEST STREET AND U.
 DF4272'S. HIGHWAY 40, GO NORTHEAST 0.075 MI TO THE STATION ON THE RIGHT IN
 DF4272'A PIER OF THE C-470 OVERPASS OF U. S. HIGHWAY 40.
 DF4272' 
 DF4272'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE SOUTHWEST
 DF4272'SIDE OF THE MOST SOUTHWESTERLY PIER OF THE CENTER PIER OF THE U.
 DF4272'S. HIGHWAY 40 UNDERPASS AT C-470. IT IS 35.7 M SOUTHEAST FROM THE
 DF4272'NORTHWEST CORNER OF THE NORTHWEST ABUTMENT OF THE OVERPASS,
 DF4272'34.0 M NORTHEAST FROM A POWER POLE WITH FOUR GUY WIRES, 18.2 M
 DF4272'NORTHWEST FROM THE CENTER LINE OF U. S. HIGHWAY 40, 17.6 M EAST
 DF4272'FROM A SMALL CREEK THAT DRAINS UNDERNEATH THE OVERPASS, 4.7 M
 DF4272'NORTHEAST FROM THE CENTER WIRES OF A POWER LINE CROSSING THE
 DF4272'FREEWAY AND 1.2 M ABOVE THE GROUND.
 DF4272' 
 DF4272'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4831 ***********************************************************************
 AE4831  DESIGNATION -  G 447
 AE4831  PID         -  AE4831
 AE4831  STATE/COUNTY-  CO/PROWERS
 AE4831  USGS QUAD   -  DURKEE CREEK SE (1966)
 AE4831
 AE4831                         *CURRENT SURVEY CONTROL
 AE4831  ___________________________________________________________________
 AE4831* NAD 83(1986)-  37 48 15.     (N)    102 07 14.     (W)     SCALED    
 AE4831* NAVD 88     -      1133.361  (meters)    3718.37   (feet)  ADJUSTED  
 AE4831  ___________________________________________________________________
 AE4831  GEOID HEIGHT-         -24.01  (meters)                     GEOID03
 AE4831  DYNAMIC HT  -        1132.260 (meters)    3714.76  (feet)  COMP
 AE4831  MODELED GRAV-     979,619.2   (mgal)                       NAVD 88
 AE4831
 AE4831  VERT ORDER  -  FIRST     CLASS II
 AE4831
 AE4831.The horizontal coordinates were scaled from a topographic map and have
 AE4831.an estimated accuracy of +/- 6 seconds.
 AE4831
 AE4831.The orthometric height was determined by differential leveling
 AE4831.and adjusted by the National Geodetic Survey in July 2002..
 AE4831
 AE4831.The geoid height was determined by GEOID03.
 AE4831
 AE4831.The dynamic height is computed by dividing the NAVD 88
 AE4831.geopotential number by the normal gravity value computed on the
 AE4831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4831.degrees latitude (g = 980.6199 gals.).
 AE4831
 AE4831.The modeled gravity was interpolated from observed gravity values.
 AE4831
 AE4831;                    North         East    Units  Estimated Accuracy
 AE4831;SPC CO S     -   436,430.    1,211,930.      MT  (+/- 180 meters Scaled)
 AE4831
 AE4831                          SUPERSEDED SURVEY CONTROL
 AE4831
 AE4831.No superseded survey control is available for this station.
 AE4831
 AE4831_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB535879(NAD 83)
 AE4831_MARKER: I = METAL ROD
 AE4831_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4831_STAMPING: G 447 1997
 AE4831_MARK LOGO: NGS   
 AE4831_PROJECTION: FLUSH
 AE4831_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4831+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE4831_ROD/PIPE-DEPTH: 20.7 meters
 AE4831_SLEEVE-DEPTH  : 0.9 meters
 AE4831
 AE4831  HISTORY     - Date     Condition        Report By
 AE4831  HISTORY     - 1997     MONUMENTED       NGS
 AE4831
 AE4831                          STATION DESCRIPTION
 AE4831
 AE4831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4831'27.7 KM (17.20 MI) SOUTHERLY ALONG STATE HIGHWAY 89 FROM THE JUNCTION
 AE4831'OF U.S.  HIGHWAY 50 IN HOLLY, 15.0 M (49.2 FT) EAST OF THE HIGHWAY
 AE4831'CENTERLINE, 11.4 M (37.4 FT) NORTH OF THE CENTER OF COUNTY ROAD M, 5.3
 AE4831'M (17.4 FT) SOUTH OF AN UNDERGROUND CABLE JUNCTION BOX, 1.5 M (4.9 FT)
 AE4831'BELOW THE LEVEL OF THE HIGHWAY, 1.2 M (3.9 FT) WEST OF THE WEST LEG OF
 AE4831'A SIGN (J.  WILLHITE AND SON FEED LOT) , AND 0.6 M (2.0 FT) WEST OF A
 AE4831'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 AE4831'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A
 AE4831'CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4227 ***********************************************************************
 DF4227  DESIGNATION -  G 447
 DF4227  PID         -  DF4227
 DF4227  STATE/COUNTY-  CO/CLEAR CREEK
 DF4227  USGS QUAD   -  SQUAW PASS (1974)
 DF4227
 DF4227                         *CURRENT SURVEY CONTROL
 DF4227  ___________________________________________________________________
 DF4227* NAD 83(1992)-  39 43 58.46484(N)    105 25 35.32791(W)     ADJUSTED  
 DF4227* NAVD 88     -      2303.633  (meters)    7557.84   (feet)  ADJUSTED  
 DF4227  ___________________________________________________________________
 DF4227  X           -  -1,306,993.322 (meters)                     COMP
 DF4227  Y           -  -4,736,458.119 (meters)                     COMP
 DF4227  Z           -   4,056,687.270 (meters)                     COMP
 DF4227  LAPLACE CORR-         -16.68  (seconds)                    DEFLEC99
 DF4227  ELLIP HEIGHT-        2289.99  (meters)          (10/27/04) GPS OBS
 DF4227  GEOID HEIGHT-         -13.69  (meters)                     GEOID03
 DF4227  DYNAMIC HT  -        2301.131 (meters)    7549.63  (feet)  COMP
 DF4227  MODELED GRAV-     979,457.1   (mgal)                       NAVD 88
 DF4227
 DF4227  HORZ ORDER  -  FIRST
 DF4227  VERT ORDER  -  FIRST     CLASS II
 DF4227  ELLP ORDER  -  FOURTH    CLASS II
 DF4227
 DF4227.The horizontal coordinates were established by GPS observations
 DF4227.and adjusted by the MOUNTAIN SURVEYING in October 2004..
 DF4227
 DF4227.The orthometric height was determined by differential leveling
 DF4227.and adjusted by the National Geodetic Survey in November 2003..
 DF4227
 DF4227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4227
 DF4227.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4227
 DF4227.The ellipsoidal height was determined by GPS observations
 DF4227.and is referenced to NAD 83.
 DF4227
 DF4227.The geoid height was determined by GEOID03.
 DF4227
 DF4227.The dynamic height is computed by dividing the NAVD 88
 DF4227.geopotential number by the normal gravity value computed on the
 DF4227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4227.degrees latitude (g = 980.6199 gals.).
 DF4227
 DF4227.The modeled gravity was interpolated from observed gravity values.
 DF4227
 DF4227;                    North         East     Units Scale Factor Converg.
 DF4227;SPC CO C     -   515,676.710   920,704.358   MT  0.99999666   +0 02 46.9
 DF4227;SPC CO C     - 1,691,849.34  3,020,677.55   sFT  0.99999666   +0 02 46.9
 DF4227;UTM  13      - 4,398,200.124   463,454.295   MT  0.99961644   -0 16 21.4
 DF4227
 DF4227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4227!SPC CO C     -   0.99964087  x   0.99999666  =   0.99963753
 DF4227!UTM  13      -   0.99964087  x   0.99961644  =   0.99925745
 DF4227
 DF4227                          SUPERSEDED SURVEY CONTROL
 DF4227
 DF4227  NAVD 88 (10/27/04) 2303.63   (m)         7557.8    (f) LEVELING    3  
 DF4227
 DF4227.Superseded values are not recommended for survey control.
 DF4227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4227.See file dsdata.txt to determine how the superseded data were derived.
 DF4227
 DF4227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD6345498200(NAD 83)
 DF4227_MARKER: DV = VERTICAL CONTROL DISK
 DF4227_SETTING: 80 = SET IN A BOULDER
 DF4227_STAMPING: G 447 2000
 DF4227_MARK LOGO: NGS   
 DF4227_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4227+STABILITY: SURFACE MOTION
 DF4227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4227+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 DF4227
 DF4227  HISTORY     - Date     Condition        Report By
 DF4227  HISTORY     - 20000726 MONUMENTED       NGS
 DF4227  HISTORY     - 20040130 GOOD             MSAM
 DF4227
 DF4227                          STATION DESCRIPTION
 DF4227
 DF4227'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 DF4227'THE STATION IS LOCATED ABOUT 1.1 MI SOUTH-SOUTHEAST OF THE
 DF4227'INTERSECTION OF INTERSTATE 70 AND U. S. HIGHWAY 6  AND 1.5 MI WEST
 DF4227'OF THE JEFFERSON-CLEAR CREEK COUNTY LINE, IN THE NORTHEAST 1/4 OF
 DF4227'SECTION 3, T 4 S, R 72 W, AT U. S. HIGHWAY 40 MILEPOST 270.15.
 DF4227'OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION RIGHT-OF-WAY.
 DF4227' 
 DF4227'TO REACH THE STATION FROM INTERSTATE 70 AND THE OVERPASS FOR
 DF4227'EXIT 247, WEST BEAVER BROOK, FLOYD HILL EXIT, GO NORTHEAST ON THE
 DF4227'OVERPASS ROAD FOR 0.05 MI TO A T-INTERSECTION, U. S. HIGHWAY 40.
 DF4227'TURN LEFT, WEST, ON U.S. HIGHWAY 40 FOR 1.3 MI TO THE STATION ON
 DF4227'THE RIGHT, JUST BEFORE  A POWER STATION TRANSFORMER SITE.
 DF4227' 
 DF4227'THE MARK IS A STANDARD DISK SET IN A DRILL HOLE IN A GRANITE
 DF4227'BOULDER MEASURING 0.5 M BY 0.4 M, FLUSH WITH THE GROUND . IT IS
 DF4227'44.7 M SOUTHEAST FROM THE CENTER OF A PRIVATE DRIVE DIRT ROAD
 DF4227'GOING NORTHEAST, 22.6 M WEST-NORTHWEST FROM A POWER POLE WITH
 DF4227'TRANSFORMER, 19.7 M NORTHEAST FROM THE CENTER LINE OF U. S.
 DF4227'HIGHWAY 40, 1.9 M SOUTHWEST FROM A WITNESS POST, AND ABOUT 1 M
 DF4227'BELOW THE HIGHWAY.
 DF4227' 
 DF4227' 
 DF4227' 
 DF4227' 
 DF4227' 
 DF4227'
 DF4227
 DF4227                          STATION RECOVERY (2004)
 DF4227
 DF4227'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (KCH)
 DF4227'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2004 (BAJ)
 DF4227'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5547 ***********************************************************************
 DF5547  DESIGNATION -  G 448
 DF5547  PID         -  DF5547
 DF5547  STATE/COUNTY-  CO/SUMMIT
 DF5547  USGS QUAD   -  VAIL PASS (1987)
 DF5547
 DF5547                         *CURRENT SURVEY CONTROL
 DF5547  ___________________________________________________________________
 DF5547* NAD 83(1992)-  39 30 08.51180(N)    106 10 16.92424(W)     ADJUSTED  
 DF5547* NAVD 88     -      3013.878  (meters)    9888.03   (feet)  ADJUSTED  
 DF5547  ___________________________________________________________________
 DF5547  X           -  -1,373,158.968 (meters)                     COMP
 DF5547  Y           -  -4,735,275.359 (meters)                     COMP
 DF5547  Z           -   4,037,415.287 (meters)                     COMP
 DF5547  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 DF5547  ELLIP HEIGHT-        3001.39  (meters)          (10/27/04) GPS OBS
 DF5547  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 DF5547  DYNAMIC HT  -        3009.965 (meters)    9875.19  (feet)  COMP
 DF5547  MODELED GRAV-     979,219.2   (mgal)                       NAVD 88
 DF5547
 DF5547  HORZ ORDER  -  FIRST
 DF5547  VERT ORDER  -  FIRST     CLASS II
 DF5547  ELLP ORDER  -  FOURTH    CLASS II
 DF5547
 DF5547.The horizontal coordinates were established by GPS observations
 DF5547.and adjusted by the MOUNTAIN SURVEYING in October 2004..
 DF5547
 DF5547.The orthometric height was determined by differential leveling
 DF5547.and adjusted by the National Geodetic Survey in November 2003..
 DF5547
 DF5547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5547
 DF5547.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5547
 DF5547.The ellipsoidal height was determined by GPS observations
 DF5547.and is referenced to NAD 83.
 DF5547
 DF5547.The geoid height was determined by GEOID03.
 DF5547
 DF5547.The dynamic height is computed by dividing the NAVD 88
 DF5547.geopotential number by the normal gravity value computed on the
 DF5547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5547.degrees latitude (g = 980.6199 gals.).
 DF5547
 DF5547.The modeled gravity was interpolated from observed gravity values.
 DF5547
 DF5547;                    North         East     Units Scale Factor Converg.
 DF5547;SPC CO C     -   490,291.594   856,659.955   MT  0.99996039   -0 25 24.3
 DF5547;SPC CO C     - 1,608,565.00  2,810,558.54   sFT  0.99996039   -0 25 24.3
 DF5547;UTM  13      - 4,373,181.822   399,289.006   MT  0.99972488   -0 44 42.7
 DF5547
 DF5547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5547!SPC CO C     -   0.99952934  x   0.99996039  =   0.99948975
 DF5547!UTM  13      -   0.99952934  x   0.99972488  =   0.99925435
 DF5547
 DF5547                          SUPERSEDED SURVEY CONTROL
 DF5547
 DF5547  NAVD 88 (10/27/04) 3013.88   (m)         9888.0    (f) LEVELING    3  
 DF5547
 DF5547.Superseded values are not recommended for survey control.
 DF5547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5547.See file dsdata.txt to determine how the superseded data were derived.
 DF5547
 DF5547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD9928973182(NAD 83)
 DF5547_MARKER: DV = VERTICAL CONTROL DISK
 DF5547_SETTING: 66 = SET IN ROCK OUTCROP
 DF5547_STAMPING: G 448 2001
 DF5547_MARK LOGO: NGS   
 DF5547_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5547_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF5547+STABILITY: POSITION/ELEVATION WELL
 DF5547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5547+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 DF5547
 DF5547  HISTORY     - Date     Condition        Report By
 DF5547  HISTORY     - 20010724 MONUMENTED       NGS
 DF5547  HISTORY     - 20030910 GOOD             NGS
 DF5547  HISTORY     - 20040130 GOOD             MSAM
 DF5547
 DF5547                          STATION DESCRIPTION
 DF5547
 DF5547'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5547'THE STATION IS LOCATED ABOUT 3.1 MI SOUTHEAST OF VAIL PASS, 1.5 MI
 DF5547'WEST-SOUTHWEST OF THE
 DF5547'COPPER MOUNTAIN-LEADVILLE EXIT 195 OF INTERSTATE 70 AND 1.1 MI WEST OF
 DF5547'COPPER MOUNTAIN.
 DF5547'OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION RIGHT-OF-WAY.
 DF5547' 
 DF5547'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 91 AND THE
 DF5547'ENTRANCE TO
 DF5547'COPPER MOUNTAIN SKI RESORT, GO WEST ON COPPER ROAD FOR 1.0 MI TO THE
 DF5547'END OF COPPER
 DF5547'ROAD AND A FORK IN THE ROAD. TAKE THE RIGHT FORK, SOUTHWEST, BEELER
 DF5547'ROAD, FOR 0.3 MI TO
 DF5547'THE THE BEGINNING OF VAIL PASS BIKE TRAIN WHICH IS PAVED. TURN ONTO
 DF5547'THE BIKE PATH AND GO
 DF5547'WEST FOR 0.5 MI TO THE STATION ON THE LEFT. ABOUT 0.1 MI WEST OF THE
 DF5547'EAST BOUND OVERPASS
 DF5547'FOR THE INTERSTATE.
 DF5547' 
 DF5547'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF A ROCK
 DF5547'OUTCROP ON THE
 DF5547'NORTHSIDE OF THE BIKE TRAIL AND SET IN THE SOUTHEAST SIDE OF THE
 DF5547'OUTCROP. IT IS 7.4 M
 DF5547'NORTH-NORTHEAST FROM THE NORTH EDGE OF WEST TENMILE CREEK, 3.0 M
 DF5547'NORTH-NORTHEAST
 DF5547'FROM THE CENTER OF THE BIKE TRAIL, 0.45 M SOUTHWEST FROM A WITNESS
 DF5547'POST AND ABOUT 10 CM
 DF5547'BELOW THE BIKE TRAIL.
 DF5547'
 DF5547
 DF5547                          STATION RECOVERY (2003)
 DF5547
 DF5547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 DF5547'NOT SUITABLE FOR GRAVITY OBSERVATIONS.
 DF5547
 DF5547                          STATION RECOVERY (2004)
 DF5547
 DF5547'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (KCH)
 DF5547'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2004 (BAJ)
 DF5547'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5477 ***********************************************************************
 DF5477  DESIGNATION -  G 449
 DF5477  PID         -  DF5477
 DF5477  STATE/COUNTY-  CO/CLEAR CREEK
 DF5477  USGS QUAD   -  GEORGETOWN (1974)
 DF5477
 DF5477                         *CURRENT SURVEY CONTROL
 DF5477  ___________________________________________________________________
 DF5477* NAD 83(1986)-  39 44 13.     (N)    105 41 02.     (W)     SCALED    
 DF5477* NAVD 88     -      2559.690  (meters)    8397.92   (feet)  ADJUSTED  
 DF5477  ___________________________________________________________________
 DF5477  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 DF5477  DYNAMIC HT  -        2556.659 (meters)    8387.97  (feet)  COMP
 DF5477  MODELED GRAV-     979,350.5   (mgal)                       NAVD 88
 DF5477
 DF5477  VERT ORDER  -  FIRST     CLASS II
 DF5477
 DF5477.The horizontal coordinates were scaled from a topographic map and have
 DF5477.an estimated accuracy of +/- 6 seconds.
 DF5477
 DF5477.The orthometric height was determined by differential leveling
 DF5477.and adjusted by the National Geodetic Survey in November 2003..
 DF5477
 DF5477.The geoid height was determined by GEOID03.
 DF5477
 DF5477.The dynamic height is computed by dividing the NAVD 88
 DF5477.geopotential number by the normal gravity value computed on the
 DF5477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5477.degrees latitude (g = 980.6199 gals.).
 DF5477
 DF5477.The modeled gravity was interpolated from observed gravity values.
 DF5477
 DF5477;                    North         East    Units  Estimated Accuracy
 DF5477;SPC CO C     -   516,140.      898,640.      MT  (+/- 180 meters Scaled)
 DF5477
 DF5477                          SUPERSEDED SURVEY CONTROL
 DF5477
 DF5477.No superseded survey control is available for this station.
 DF5477
 DF5477_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD414987(NAD 83)
 DF5477_MARKER: DV = VERTICAL CONTROL DISK
 DF5477_SETTING: 80 = SET IN A BOULDER
 DF5477_STAMPING: G 449 2001
 DF5477_MARK LOGO: NGS   
 DF5477_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5477+STABILITY: SURFACE MOTION
 DF5477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5477+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2001
 DF5477
 DF5477  HISTORY     - Date     Condition        Report By
 DF5477  HISTORY     - 20011116 MONUMENTED       NGS
 DF5477
 DF5477                          STATION DESCRIPTION
 DF5477
 DF5477'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5477'THE STATION IS LOCATED ABOUT 2.4 MI NORTH-NORTHEAST OF GEORGETOWN AND
 DF5477'1.5 MI
 DF5477'SOUTH-SOUTHEAST OF EMPIRE, IN THE NORTHWEST 1/4 OF SECTION 4, T 4 S, R
 DF5477'74 W.
 DF5477'OWNERSHIP--CLEAR CREEK COUNTY OPEN SPACE.
 DF5477' 
 DF5477'TO REACH THE STATION FROM THE HARRY M. LOCKE DAM FACE AND INTERSTATE
 DF5477'70 SOUTHERN
 DF5477'ACCESS ROAD JUST NORTH OF GEORGETOWN, GO NORTH-NORTHEAST ON THE
 DF5477'SOUTHERN ACCESS
 DF5477'ROAD FOR 0.4 MI TO THE STATION ON THE RIGHT.
 DF5477' 
 DF5477'THE MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE SOUTHEAST
 DF5477'CORNER AND AT GROUND
 DF5477'LEVEL OF A LARGE PARTIALLY EXPOSED BOULDER 2.6 M BY 3.5 M BY 1.0 M
 DF5477'HIGH. IT IS 26.8 M
 DF5477'EAST-NORTHEAST FROM THE CENTER LINE OF THE ROAD, 19.8 M NORTHEAST FROM
 DF5477'A POWER POLE
 DF5477'WITH GUY WIRE, 18.8 M SOUTHEAST FROM THE CENTER OF SIWER CREEK HIKING
 DF5477'TRAIL, 0.8 M NORTH
 DF5477'FROM A WITNESS POST AND ABOUT 4 M ABOVE THE ROAD.
 DF5477'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0517 ***********************************************************************
 LM0517  DESIGNATION -  G 45
 LM0517  PID         -  LM0517
 LM0517  STATE/COUNTY-  CO/MOFFAT
 LM0517  USGS QUAD   -  CRAIG (1969)
 LM0517
 LM0517                         *CURRENT SURVEY CONTROL
 LM0517  ___________________________________________________________________
 LM0517* NAD 83(1986)-  40 31 03.     (N)    107 37 07.     (W)     SCALED    
 LM0517* NAVD 88     -      1919.243  (meters)    6296.72   (feet)  POSTED    
 LM0517  ___________________________________________________________________
 LM0517  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 LM0517  DYNAMIC HT  -        1917.390 (meters)    6290.64  (feet)  COMP
 LM0517  MODELED GRAV-     979,593.4   (mgal)                       NAVD 88
 LM0517
 LM0517  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LM0517
 LM0517.The horizontal coordinates were scaled from a topographic map and have
 LM0517.an estimated accuracy of +/- 6 seconds.
 LM0517
 LM0517.The orthometric height was determined by differential leveling
 LM0517.and adjusted by the National Geodetic Survey in 1992..
 LM0517.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LM0517.rate of 1.1 thru 2.0 mm/km.
 LM0517
 LM0517.The geoid height was determined by GEOID03.
 LM0517
 LM0517.The dynamic height is computed by dividing the NAVD 88
 LM0517.geopotential number by the normal gravity value computed on the
 LM0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0517.degrees latitude (g = 980.6199 gals.).
 LM0517
 LM0517.The modeled gravity was interpolated from observed gravity values.
 LM0517
 LM0517;                    North         East    Units  Estimated Accuracy
 LM0517;SPC CO N     -   438,430.      734,880.      MT  (+/- 180 meters Scaled)
 LM0517
 LM0517                          SUPERSEDED SURVEY CONTROL
 LM0517
 LM0517  NGVD 29 (??/??/92) 1917.988  (m)         6292.60   (f) ADJ UNCH    1 2
 LM0517
 LM0517.Superseded values are not recommended for survey control.
 LM0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0517.See file dsdata.txt to determine how the superseded data were derived.
 LM0517
 LM0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE781884(NAD 83)
 LM0517_MARKER: DB = BENCH MARK DISK
 LM0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0517_STAMPING: G 45 1934
 LM0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0517+STABILITY: SURFACE MOTION
 LM0517
 LM0517  HISTORY     - Date     Condition        Report By
 LM0517  HISTORY     - 1934     MONUMENTED       CGS
 LM0517
 LM0517                          STATION DESCRIPTION
 LM0517
 LM0517'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LM0517'5.0 MI W FROM CRAIG.
 LM0517'5.0 MILES WEST ALONG U.S. HIGHWAY 40 FROM CRAIG, MOFFAT COUNTY, AT THE
 LM0517'JUNCTION OF A WYE ROAD LEADING WEST, 211.6 FEET EAST OF THE NORTH END
 LM0517'OF A 16-INCH CULVERT UNDER THE HIGHWAY, AND 30 FEET NORTH OF THE
 LM0517'CENTER-LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED G 45 1934 AND
 LM0517'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5522 ***********************************************************************
 DF5522  DESIGNATION -  G 450
 DF5522  PID         -  DF5522
 DF5522  STATE/COUNTY-  CO/SUMMIT
 DF5522  USGS QUAD   -  DILLON (1987)
 DF5522
 DF5522                         *CURRENT SURVEY CONTROL
 DF5522  ___________________________________________________________________
 DF5522* NAD 83(1986)-  39 38 32.     (N)    106 02 20.     (W)     SCALED    
 DF5522* NAVD 88     -      2775.118  (meters)    9104.70   (feet)  ADJUSTED  
 DF5522  ___________________________________________________________________
 DF5522  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 DF5522  DYNAMIC HT  -        2771.641 (meters)    9093.29  (feet)  COMP
 DF5522  MODELED GRAV-     979,273.6   (mgal)                       NAVD 88
 DF5522
 DF5522  VERT ORDER  -  FIRST     CLASS II
 DF5522
 DF5522.The horizontal coordinates were scaled from a topographic map and have
 DF5522.an estimated accuracy of +/- 6 seconds.
 DF5522
 DF5522.The orthometric height was determined by differential leveling
 DF5522.and adjusted by the National Geodetic Survey in November 2003..
 DF5522
 DF5522.The geoid height was determined by GEOID03.
 DF5522
 DF5522.The dynamic height is computed by dividing the NAVD 88
 DF5522.geopotential number by the normal gravity value computed on the
 DF5522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5522.degrees latitude (g = 980.6199 gals.).
 DF5522
 DF5522.The modeled gravity was interpolated from observed gravity values.
 DF5522
 DF5522;                    North         East    Units  Estimated Accuracy
 DF5522;SPC CO C     -   505,740.      868,150.      MT  (+/- 180 meters Scaled)
 DF5522
 DF5522                          SUPERSEDED SURVEY CONTROL
 DF5522
 DF5522.No superseded survey control is available for this station.
 DF5522
 DF5522_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD108885(NAD 83)
 DF5522_MARKER: F = FLANGE-ENCASED ROD
 DF5522_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF5522_STAMPING: G 450 2001
 DF5522_MARK LOGO: NGS   
 DF5522_PROJECTION: FLUSH
 DF5522_MAGNETIC: I = MARKER IS A STEEL ROD
 DF5522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5522+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 DF5522_ROD/PIPE-DEPTH: 3.4  meters
 DF5522
 DF5522  HISTORY     - Date     Condition        Report By
 DF5522  HISTORY     - 20010829 MONUMENTED       NGS
 DF5522  HISTORY     - 20060915 GOOD             USPSQD
 DF5522
 DF5522                          STATION DESCRIPTION
 DF5522
 DF5522'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5522'THE STATION IS LOCATED ABOUT 2.0 MI EAST-NORTHEAST OF SILVERTHORNE,
 DF5522'1.95 MI
 DF5522'WEST-NORTHWEST OF TENDERFOOT MOUNTAIN AND 1.0 MI NORTHEAST OF DILLON,
 DF5522'IN THE
 DF5522'SOUTHWEST 1/4 OF SECTION 5, T 5 S, R 77 W, AT INTERSTATE 70 MILEPOST
 DF5522'207.15.
 DF5522'OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY.
 DF5522' 
 DF5522'TO REACH THE STATION FROM THE INTERSTATE 70 EXIT 205 UNDERPASS, U. S.
 DF5522'HIGHWAY 6,  GO
 DF5522'SOUTH 0.1 MI TO AN ON RAMP TO INTERSTATE 70 EASTBOUND. CONTINUE AHEAD,
 DF5522'EAST, 0.15 MI TO A
 DF5522'SIDE ROAD LEFT, DEER PATH ROAD. TURN LEFT, NORTHEAST, ON DEER PATH
 DF5522'ROAD FOR 0.75 MI TO
 DF5522'THE INTERSECTION OF STRAIGHT CREEK DRIVE. TURN LEFT, NORTHEAST, ON
 DF5522'STRAIGHT CREEK
 DF5522'DRIVE FOR 0.5 MI TO THE INTERSECTION OF DEER PATH ROAD. CONTINUE AHEAD
 DF5522'0.125 MI TO A SIDE
 DF5522'ROAD LEFT BETWEEN APARTMENTS --V-- AND --W--. TURN LEFT, TOWARDS THE
 DF5522'INTERSTATE TO THE
 DF5522'END OF THE PARKING LOT AND THE STATION ON THE NORTHSIDE OF THE
 DF5522'RIGHT-OF-WAY FENCE.
 DF5522' 
 DF5522'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 3.4 M LONG STAINLESS STEEL
 DF5522'ROD DRIVEN TO
 DF5522'REFUSAL, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A
 DF5522'CONCRETE COLLAR
 DF5522'FLUSH WITH THE GROUND. IT IS 32.1 M EAST FROM A 12-INCH PLASTIC
 DF5522'CULVERT, 25.9 M SOUTHEAST
 DF5522'FROM THE EDGE OF PAVEMENT OF INTERSTATE 70, 24.1 M SOUTHEAST FROM A
 DF5522'SOUND BARRIER
 DF5522'FENCE, 13.2 M WEST FROM THE NORTHWEST CORNER OF AN APARTMENT BUILDING,
 DF5522'0.6 M
 DF5522'NORTHWEST FROM A WITNESS POST AND RIGHT-OF-WAY FENCE.
 DF5522' 
 DF5522' 
 DF5522' 
 DF5522'
 DF5522
 DF5522                          STATION RECOVERY (2006)
 DF5522
 DF5522'RECOVERY NOTE BY US POWER SQUADRON 2006 (EDS)
 DF5522'DIRECTIONS TO REACH THE STATION SHOULD BE REVISED TO READ ...TURN LEFT
 DF5522'BETWEEN CONDO UNITS --V-- AND --X--....
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5495 ***********************************************************************
 DF5495  DESIGNATION -  G 451
 DF5495  PID         -  DF5495
 DF5495  STATE/COUNTY-  CO/CLEAR CREEK
 DF5495  USGS QUAD   -  GRAYS PEAK (1987)
 DF5495
 DF5495                         *CURRENT SURVEY CONTROL
 DF5495  ___________________________________________________________________
 DF5495* NAD 83(1992)-  39 42 07.14739(N)    105 51 35.76266(W)     ADJUSTED  
 DF5495* NAVD 88     -      3152.786  (meters)   10343.77   (feet)  ADJUSTED  
 DF5495  ___________________________________________________________________
 DF5495  X           -  -1,343,566.423 (meters)                     COMP
 DF5495  Y           -  -4,729,175.524 (meters)                     COMP
 DF5495  Z           -   4,054,588.793 (meters)                     COMP
 DF5495  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 DF5495  ELLIP HEIGHT-        3140.50  (meters)          (10/27/04) GPS OBS
 DF5495  GEOID HEIGHT-         -12.28  (meters)                     GEOID03
 DF5495  DYNAMIC HT  -        3148.692 (meters)   10330.33  (feet)  COMP
 DF5495  MODELED GRAV-     979,212.7   (mgal)                       NAVD 88
 DF5495
 DF5495  HORZ ORDER  -  FIRST
 DF5495  VERT ORDER  -  FIRST     CLASS II
 DF5495  ELLP ORDER  -  FOURTH    CLASS II
 DF5495
 DF5495.The horizontal coordinates were established by GPS observations
 DF5495.and adjusted by the MOUNTAIN SURVEYING in October 2004..
 DF5495
 DF5495.The orthometric height was determined by differential leveling
 DF5495.and adjusted by the National Geodetic Survey in November 2003..
 DF5495
 DF5495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5495
 DF5495.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5495
 DF5495.The ellipsoidal height was determined by GPS observations
 DF5495.and is referenced to NAD 83.
 DF5495
 DF5495.The geoid height was determined by GEOID03.
 DF5495
 DF5495.The dynamic height is computed by dividing the NAVD 88
 DF5495.geopotential number by the normal gravity value computed on the
 DF5495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5495.degrees latitude (g = 980.6199 gals.).
 DF5495
 DF5495.The modeled gravity was interpolated from observed gravity values.
 DF5495
 DF5495;                    North         East     Units Scale Factor Converg.
 DF5495;SPC CO C     -   512,302.141   883,532.834   MT  0.99999085   -0 13 37.2
 DF5495;SPC CO C     - 1,680,777.94  2,898,723.97   sFT  0.99999085   -0 13 37.2
 DF5495;UTM  13      - 4,395,034.784   426,277.665   MT  0.99966691   -0 32 57.6
 DF5495
 DF5495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5495!SPC CO C     -   0.99950755  x   0.99999085  =   0.99949840
 DF5495!UTM  13      -   0.99950755  x   0.99966691  =   0.99917462
 DF5495
 DF5495                          SUPERSEDED SURVEY CONTROL
 DF5495
 DF5495  NAVD 88 (10/27/04) 3152.79   (m)        10343.8    (f) LEVELING    3  
 DF5495
 DF5495.Superseded values are not recommended for survey control.
 DF5495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5495.See file dsdata.txt to determine how the superseded data were derived.
 DF5495
 DF5495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD2627895035(NAD 83)
 DF5495_MARKER: DV = VERTICAL CONTROL DISK
 DF5495_SETTING: 80 = SET IN A BOULDER
 DF5495_STAMPING: G 451 2001
 DF5495_MARK LOGO: NGS   
 DF5495_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5495+STABILITY: SURFACE MOTION
 DF5495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5495+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 DF5495
 DF5495  HISTORY     - Date     Condition        Report By
 DF5495  HISTORY     - 20010918 MONUMENTED       NGS
 DF5495  HISTORY     - 20030910 GOOD             NGS
 DF5495  HISTORY     - 20040130 GOOD             MSAM
 DF5495
 DF5495                          STATION DESCRIPTION
 DF5495
 DF5495'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5495'THE STATION IS LOCATED ABOUT 2.9 MI NORTHEAST OF THE EAST END OF THE
 DF5495'EISENHOWER
 DF5495'MEMORIAL TUNNEL, 2.4 MI SOUTHWEST OF MOUNT PARNASSUS AND 0.2 MI WEST
 DF5495'OF INTERSTATE 70
 DF5495'EXIT 218, AT INTERSTATE 70 MILEPOST 218.3. OWNERSHIP--COLORADO
 DF5495'DEPARTMENT OF
 DF5495'TRANSPORTATION RIGHT-OF-WAY.
 DF5495' 
 DF5495'TO REACH THE STATION FROM EXIT 218, THE HERMAN GULCH TRAILHEAD EXIT OF
 DF5495'INTERSTATE 70, GO
 DF5495'WEST ON THE WESTBOUND ON RAMP FOR 0.15 MI TO THE STATION ON THE RIGHT.
 DF5495'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN A PARTIALLY
 DF5495'EXPOSED BOULDER 0.6 M BY
 DF5495'0.4 M PROJECTING 4 CM ABOVE THE GROUND IN THE SIDE OF A ROAD CUT ON
 DF5495'THE NORTHSIDE OF
 DF5495'WESTBOUND INTERSTATE 70 ON RAMP AT EXIT 218. IT IS 66.0 M EAST FROM A
 DF5495'CULVERT, 31.2 M
 DF5495'NORTH FROM THE CENTER LINE OF INTERSTATE 70 WEST BOUND, 22.4 M WEST
 DF5495'FROM A CODOT DISK,
 DF5495'16.2 M NORTH FROM THE CENTER OF THE WEST BOUND ON RAMP, 0.6 M NORTH
 DF5495'FROM A WITNESS
 DF5495'POST AND ABOUT 2 M ABOVE THE ON RAMP.
 DF5495' 
 DF5495'
 DF5495'
 DF5495
 DF5495                          STATION RECOVERY (2003)
 DF5495
 DF5495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 DF5495'RECOVERED IN GOOD CONDITION.
 DF5495
 DF5495                          STATION RECOVERY (2004)
 DF5495
 DF5495'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (KCH)
 DF5495'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2004 (BAJ)
 DF5495'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9143 ***********************************************************************
 DH9143  DESIGNATION -  G 457
 DH9143  PID         -  DH9143
 DH9143  STATE/COUNTY-  CO/DENVER
 DH9143  USGS QUAD   -  MANILA (1951)
 DH9143
 DH9143                         *CURRENT SURVEY CONTROL
 DH9143  ___________________________________________________________________
 DH9143* NAD 83(1986)-  39 52 13.     (N)    104 35 34.     (W)     SCALED    
 DH9143* NAVD 88     -      1617.023  (meters)    5305.18   (feet)  ADJUSTED  
 DH9143  ___________________________________________________________________
 DH9143  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 DH9143  DYNAMIC HT  -        1615.535 (meters)    5300.30  (feet)  COMP
 DH9143  MODELED GRAV-     979,649.0   (mgal)                       NAVD 88
 DH9143
 DH9143  VERT ORDER  -  SECOND    CLASS I
 DH9143
 DH9143.The horizontal coordinates were scaled from a topographic map and have
 DH9143.an estimated accuracy of +/- 6 seconds.
 DH9143
 DH9143.The orthometric height was determined by differential leveling
 DH9143.and adjusted by the National Geodetic Survey in July 2006..
 DH9143
 DH9143.The geoid height was determined by GEOID03.
 DH9143
 DH9143.The dynamic height is computed by dividing the NAVD 88
 DH9143.geopotential number by the normal gravity value computed on the
 DH9143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9143.degrees latitude (g = 980.6199 gals.).
 DH9143
 DH9143.The modeled gravity was interpolated from observed gravity values.
 DH9143
 DH9143;                    North         East    Units  Estimated Accuracy
 DH9143;SPC CO C     -   531,310.      992,020.      MT  (+/- 180 meters Scaled)
 DH9143
 DH9143                          SUPERSEDED SURVEY CONTROL
 DH9143
 DH9143.No superseded survey control is available for this station.
 DH9143
 DH9143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE348134(NAD 83)
 DH9143_MARKER: F = FLANGE-ENCASED ROD
 DH9143_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9143_STAMPING: G 457 2005
 DH9143_MARK LOGO: NGS   
 DH9143_PROJECTION: FLUSH
 DH9143_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9143+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 DH9143_ROD/PIPE-DEPTH:  5.8 meters
 DH9143_SLEEVE-DEPTH  :  0.9 meters
 DH9143
 DH9143  HISTORY     - Date     Condition        Report By
 DH9143  HISTORY     - 20051026 MONUMENTED       WOOLPT
 DH9143
 DH9143                          STATION DESCRIPTION
 DH9143
 DH9143'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9143'DESCRIBED BY WOOLPERT, INC. 2005 (CRR)
 DH9143' 
 DH9143'THE STATION IS LOCATED 23.3 KM (14.5 MI) SOUTHEAST OF THE CITY OF
 DH9143'BRIGHTON, 15.6 KM (9.7 MI)  NORTHEAST OF THE INTERSECTION OF
 DH9143'INTERSTATE 70 AND STATE HIGHWAY 36, AND 7.3 KM (4.5 MI)  NORTHEAST OF
 DH9143'THE DIA TERMINAL.  OWNERSHIP - ADAMS COUNTY HIGHWAY DEPARTMENT.
 DH9143' 
 DH9143'TO REACH THE STATION FROM THE INTERSECTION OF NORTH IMBODEN ROAD AND
 DH9143'EAST 96TH  AVENUE, TRAVEL EAST ON EAST 96TH AVENUE 0.8 KM (0.5 MI) TO
 DH9143'THE STATION ON THE RIGHT.
 DH9143' 
 DH9143'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 DH9143'REFUSAL A DEPTH OF 5.8  M, ENCASED IN A 90 CM LONG GREASED SLEEVE,
 DH9143'ENCLOSED IN A 6 INCH PVC PIPE WITH LOGO CAP  SURROUNDED BY A CONCRETE
 DH9143'COLLAR SET FLUSH WITH THE GROUND.  IT IS 8.3 M (27.0 FT) SOUTH OF  THE
 DH9143'SOUTHWEST CORNER OF THE WEST GAS VALVE FENCE, 6.9 M (22.8 FT) SOUTH OF
 DH9143'THE  SOUTHEAST CORNER OF THE EAST GAS VALVE FENCE, 4.3 M (14.0 FT)
 DH9143'NORTH OF THE NORTH EDGE OF  EAST 96TH AVENUE, AND 0.6 M (2.0 FT) SOUTH
 DH9143'OF A CARSONITE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0029 ***********************************************************************
 LN0029  DESIGNATION -  G 46
 LN0029  PID         -  LN0029
 LN0029  STATE/COUNTY-  CO/MOFFAT
 LN0029  USGS QUAD   -  CROSS MOUNTAIN CANYON (1986)
 LN0029
 LN0029                         *CURRENT SURVEY CONTROL
 LN0029  ___________________________________________________________________
 LN0029* NAD 83(1986)-  40 27 38.     (N)    108 18 30.     (W)     SCALED    
 LN0029* NAVD 88     -      1869.407  (meters)    6133.21   (feet)  POSTED    
 LN0029  ___________________________________________________________________
 LN0029  GEOID HEIGHT-         -16.26  (meters)                     GEOID03
 LN0029  DYNAMIC HT  -        1867.600 (meters)    6127.28  (feet)  COMP
 LN0029  MODELED GRAV-     979,592.4   (mgal)                       NAVD 88
 LN0029
 LN0029  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LN0029
 LN0029.The horizontal coordinates were scaled from a topographic map and have
 LN0029.an estimated accuracy of +/- 6 seconds.
 LN0029
 LN0029.The orthometric height was determined by differential leveling
 LN0029.and adjusted by the National Geodetic Survey in 1992..
 LN0029.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LN0029.rate of 1.1 thru 2.0 mm/km.
 LN0029
 LN0029.The geoid height was determined by GEOID03.
 LN0029
 LN0029.The dynamic height is computed by dividing the NAVD 88
 LN0029.geopotential number by the normal gravity value computed on the
 LN0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0029.degrees latitude (g = 980.6199 gals.).
 LN0029
 LN0029.The modeled gravity was interpolated from observed gravity values.
 LN0029
 LN0029;                    North         East    Units  Estimated Accuracy
 LN0029;SPC CO N     -   433,730.      676,260.      MT  (+/- 180 meters Scaled)
 LN0029
 LN0029                          SUPERSEDED SURVEY CONTROL
 LN0029
 LN0029  NGVD 29 (??/??/92) 1868.091  (m)         6128.90   (f) ADJ UNCH    1 2
 LN0029
 LN0029.Superseded values are not recommended for survey control.
 LN0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0029.See file dsdata.txt to determine how the superseded data were derived.
 LN0029
 LN0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK282823(NAD 83)
 LN0029_MARKER: DB = BENCH MARK DISK
 LN0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0029_STAMPING: G 46 1934
 LN0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0029+STABILITY: SURFACE MOTION
 LN0029
 LN0029  HISTORY     - Date     Condition        Report By
 LN0029  HISTORY     - 1934     MONUMENTED       CGS
 LN0029  HISTORY     - 1960     GOOD             USGS
 LN0029  HISTORY     - 1982     GOOD             USGS
 LN0029
 LN0029                          STATION DESCRIPTION
 LN0029
 LN0029'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 LN0029'12.2 MI E FROM ELK SPRINGS.
 LN0029'9.1 MILES EAST ALONG U. S. 40 FROM ELK SPRINGS, 3.1 MILES NORTH ALONG
 LN0029'GRADED ROAD THAT LEAVES HIGHWAY AT CROSS MT. 1/4 MILE WEST OF A WOODEN
 LN0029'BRIDGE OVER A DRY CREEK, AND 42 FEET NORTH OF THE CENTERLINE OF THE
 LN0029'HIGHWAY.  A STANDARD DISK, STAMPED G 46 1934 AND SET IN THE TOP OF A
 LN0029'CONCRETE POST.
 LN0029
 LN0029                          STATION RECOVERY (1982)
 LN0029
 LN0029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LN0029'ELK SPRINGS, 11.9 MILES NORTHEAST, 8.7 MILES NORTHEAST ALONG U.S.
 LN0029'HWY. 40 FROM THE STATE HWY. SHOP AT ELK SPRINGS, THENCE 3.2 MILES
 LN0029'NORTHEAST ALONG A GRADED ROAD QUARTER MILE NORTHEAST OF A DEEP DRAIN
 LN0029'CROSSING, ON TOP OF A RIDGE, 67 FT. NORTHEAST OF ROAD AT A TELEPHONE
 LN0029'LINE CROSSING, 45 FT. NORTHWEST OF ROAD, SET IN THE TOP OF A CONCRETE
 LN0029'POST. A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0011 ***********************************************************************
 KL0011  DESIGNATION -  G 47
 KL0011  PID         -  KL0011
 KL0011  STATE/COUNTY-  CO/EAGLE
 KL0011  USGS QUAD   -  MINTURN (1987)
 KL0011
 KL0011                         *CURRENT SURVEY CONTROL
 KL0011  ___________________________________________________________________
 KL0011* NAD 83(1986)-  39 30 54.     (N)    106 23 14.     (W)     SCALED    
 KL0011* NAVD 88     -      2592.910  (meters)    8506.91   (feet)  ADJUSTED  
 KL0011  ___________________________________________________________________
 KL0011  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 KL0011  DYNAMIC HT  -        2589.710 (meters)    8496.41  (feet)  COMP
 KL0011  MODELED GRAV-     979,299.9   (mgal)                       NAVD 88
 KL0011
 KL0011  VERT ORDER  -  FIRST     CLASS II
 KL0011
 KL0011.The horizontal coordinates were scaled from a topographic map and have
 KL0011.an estimated accuracy of +/- 6 seconds.
 KL0011
 KL0011.The orthometric height was determined by differential leveling
 KL0011.and adjusted by the National Geodetic Survey in June 1991..
 KL0011
 KL0011.The geoid height was determined by GEOID03.
 KL0011
 KL0011.The dynamic height is computed by dividing the NAVD 88
 KL0011.geopotential number by the normal gravity value computed on the
 KL0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0011.degrees latitude (g = 980.6199 gals.).
 KL0011
 KL0011.The modeled gravity was interpolated from observed gravity values.
 KL0011
 KL0011;                    North         East    Units  Estimated Accuracy
 KL0011;SPC CO C     -   491,850.      838,110.      MT  (+/- 180 meters Scaled)
 KL0011
 KL0011                          SUPERSEDED SURVEY CONTROL
 KL0011
 KL0011  NGVD 29 (??/??/92) 2591.254  (m)         8501.47   (f) ADJ UNCH    1 2
 KL0011
 KL0011.Superseded values are not recommended for survey control.
 KL0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0011.See file dsdata.txt to determine how the superseded data were derived.
 KL0011
 KL0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD807748(NAD 83)
 KL0011_MARKER: DB = BENCH MARK DISK
 KL0011_SETTING: 66 = SET IN ROCK OUTCROP
 KL0011_SP_SET: ROCK LEDGE
 KL0011_STAMPING: G 47 1934
 KL0011_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0011+STABILITY: POSITION/ELEVATION WELL
 KL0011
 KL0011  HISTORY     - Date     Condition        Report By
 KL0011  HISTORY     - 1934     MONUMENTED       CGS
 KL0011  HISTORY     - 1959     GOOD             DOD
 KL0011
 KL0011                          STATION DESCRIPTION
 KL0011
 KL0011'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 KL0011'1.0 MI N FROM RED CLIFF.
 KL0011'1 MILE NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM RED
 KL0011'CLIFF, EAGLE COUNTY, 8.5 FEET NORTH OF MILEPOST 295, IN THE TOP OF A
 KL0011'ROCK LEDGE INCLINED AT A 45 DEGREE ANGLE, 18 FEET EAST OF THE EAST
 KL0011'RAIL OF THE NORTH-BOUND TRACK, AND ABOUT 3 FEET HIGHER THAN THE TRACK.
 KL0011'A STANDARD DISK, STAMPED G 47 1934.  NOTE-- IS 17 FEET NORTHEAST OF
 KL0011'THE CENTERLINE OF THE RAILROAD TRACKS AND 0.8 FEET HIGHER. 36 FEET
 KL0011'NORTHEAST OF THE NORTHEAST EDGE OF THE STREAM AND 5.6 FEET HIGHER. AND
 KL0011'62 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE RAILROAD TRACKS AT
 KL0011'THE CENTERLINE OF A SHORT LANDSLIDE AND 0.6 FEET LOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0293 ***********************************************************************
 KJ0293  DESIGNATION -  G 52
 KJ0293  PID         -  KJ0293
 KJ0293  STATE/COUNTY-  CO/ELBERT
 KJ0293  USGS QUAD   -  RIVER BEND (1970)
 KJ0293
 KJ0293                         *CURRENT SURVEY CONTROL
 KJ0293  ___________________________________________________________________
 KJ0293* NAD 83(1986)-  39 17 04.     (N)    103 50 30.     (W)     SCALED    
 KJ0293* NAVD 88     -      1691.099  (meters)    5548.21   (feet)  POSTED    
 KJ0293  ___________________________________________________________________
 KJ0293  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 KJ0293  DYNAMIC HT  -        1689.460 (meters)    5542.84  (feet)  COMP
 KJ0293  MODELED GRAV-     979,595.5   (mgal)                       NAVD 88
 KJ0293
 KJ0293  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KJ0293
 KJ0293.The horizontal coordinates were scaled from a topographic map and have
 KJ0293.an estimated accuracy of +/- 6 seconds.
 KJ0293
 KJ0293.The orthometric height was determined by differential leveling
 KJ0293.and adjusted by the National Geodetic Survey in 1992..
 KJ0293.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KJ0293.rate of 0.0 thru 1.0 mm/km.
 KJ0293
 KJ0293.The geoid height was determined by GEOID03.
 KJ0293
 KJ0293.The dynamic height is computed by dividing the NAVD 88
 KJ0293.geopotential number by the normal gravity value computed on the
 KJ0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0293.degrees latitude (g = 980.6199 gals.).
 KJ0293
 KJ0293.The modeled gravity was interpolated from observed gravity values.
 KJ0293
 KJ0293;                    North         East    Units  Estimated Accuracy
 KJ0293;SPC CO C     -   467,190.    1,057,460.      MT  (+/- 180 meters Scaled)
 KJ0293
 KJ0293                          SUPERSEDED SURVEY CONTROL
 KJ0293
 KJ0293  NGVD 29 (??/??/92) 1690.256  (m)         5545.45   (f) ADJ UNCH    2 0
 KJ0293
 KJ0293.Superseded values are not recommended for survey control.
 KJ0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0293.See file dsdata.txt to determine how the superseded data were derived.
 KJ0293
 KJ0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED999489(NAD 83)
 KJ0293_MARKER: DB = BENCH MARK DISK
 KJ0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0293_STAMPING: G 52 1934
 KJ0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0293+STABILITY: SURFACE MOTION
 KJ0293
 KJ0293  HISTORY     - Date     Condition        Report By
 KJ0293  HISTORY     - 1934     MONUMENTED       CGS
 KJ0293  HISTORY     - 1970     GOOD             USGS
 KJ0293
 KJ0293                          STATION DESCRIPTION
 KJ0293
 KJ0293'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KJ0293'2.7 MI W FROM RIVER BEND.
 KJ0293'2.7 MILES W. ALONG STATE HWY. 86 FROM RIVER BEND, ELBERT CO., 285
 KJ0293'FEET EAST OF THE EAST APPROACH OF THE BRIDGE OVER A LARGE WASH, 28
 KJ0293'FEET NORTH OF THE CENTERLINE OF THE HWY., 33 FEET EAST OF A FENCE
 KJ0293'CORNER, 12 FEET WEST OF A GATE, AND 3 FEET SOUTH OF THE ROW FENCE.
 KJ0293'A STANDARD DISK, STAMPED G 52 1934, AND SET IN THE TOP OF A CONCRETE
 KJ0293'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0313 ***********************************************************************
 KK0313  DESIGNATION -  G 53
 KK0313  PID         -  KK0313
 KK0313  STATE/COUNTY-  CO/ELBERT
 KK0313  USGS QUAD   -  ELIZABETH (1994)
 KK0313
 KK0313                         *CURRENT SURVEY CONTROL
 KK0313  ___________________________________________________________________
 KK0313* NAD 83(1986)-  39 21 26.     (N)    104 35 45.     (W)     SCALED    
 KK0313* NAVD 88     -      1978.611  (meters)    6491.49   (feet)  POSTED    
 KK0313  ___________________________________________________________________
 KK0313  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 KK0313  DYNAMIC HT  -        1976.560 (meters)    6484.76  (feet)  COMP
 KK0313  MODELED GRAV-     979,517.5   (mgal)                       NAVD 88
 KK0313
 KK0313  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KK0313
 KK0313.The horizontal coordinates were scaled from a topographic map and have
 KK0313.an estimated accuracy of +/- 6 seconds.
 KK0313
 KK0313.The orthometric height was determined by differential leveling
 KK0313.and adjusted by the National Geodetic Survey in 1992..
 KK0313.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KK0313.rate of 2.1 thru 3.0 mm/km.
 KK0313
 KK0313.The geoid height was determined by GEOID03.
 KK0313
 KK0313.The dynamic height is computed by dividing the NAVD 88
 KK0313.geopotential number by the normal gravity value computed on the
 KK0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0313.degrees latitude (g = 980.6199 gals.).
 KK0313
 KK0313.The modeled gravity was interpolated from observed gravity values.
 KK0313
 KK0313;                    North         East    Units  Estimated Accuracy
 KK0313;SPC CO C     -   474,350.      992,330.      MT  (+/- 180 meters Scaled)
 KK0313
 KK0313                          SUPERSEDED SURVEY CONTROL
 KK0313
 KK0313  NGVD 29 (??/??/92) 1977.600  (m)         6488.18   (f) ADJ UNCH    2 0
 KK0313
 KK0313.Superseded values are not recommended for survey control.
 KK0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0313.See file dsdata.txt to determine how the superseded data were derived.
 KK0313
 KK0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED348564(NAD 83)
 KK0313_MARKER: DB = BENCH MARK DISK
 KK0313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0313_SP_SET: LANDING
 KK0313_STAMPING: G 53 1934
 KK0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0313
 KK0313  HISTORY     - Date     Condition        Report By
 KK0313  HISTORY     - 1934     MONUMENTED       CGS
 KK0313  HISTORY     - 1952     GOOD             NGS
 KK0313
 KK0313                          STATION DESCRIPTION
 KK0313
 KK0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0313'AT ELIZABETH.
 KK0313'AT ELIZABETH, ELBERT COUNTY, AT THE PUBLIC SCHOOL, 24 FEET NORTH
 KK0313'OF THE SOUTHEAST CORNER OF THE BUILDING, IN THE EAST CONCRETE LANDING
 KK0313'OF THE MAIN ENTRANCE, 3 FEET SOUTH OF THE CENTER OF THE ENTRANCE,
 KK0313'AND 1 FOOT EAST OF THE WALL.  A STANDARD DISK, STAMPED G 53 1934.
 KK0313
 KK0313                          STATION RECOVERY (1952)
 KK0313
 KK0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 KK0313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0513 ***********************************************************************
 KK0513  DESIGNATION -  G 54
 KK0513  PID         -  KK0513
 KK0513  STATE/COUNTY-  CO/DOUGLAS
 KK0513  USGS QUAD   -  PARKER (1994)
 KK0513
 KK0513                         *CURRENT SURVEY CONTROL
 KK0513  ___________________________________________________________________
 KK0513* NAD 83(1986)-  39 31 48.     (N)    104 46 16.     (W)     SCALED    
 KK0513* NAVD 88     -      1773.644  (meters)    5819.03   (feet)  POSTED    
 KK0513  ___________________________________________________________________
 KK0513  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 KK0513  DYNAMIC HT  -        1771.870 (meters)    5813.21  (feet)  COMP
 KK0513  MODELED GRAV-     979,565.0   (mgal)                       NAVD 88
 KK0513
 KK0513  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0513
 KK0513.The horizontal coordinates were scaled from a topographic map and have
 KK0513.an estimated accuracy of +/- 6 seconds.
 KK0513
 KK0513.The orthometric height was determined by differential leveling
 KK0513.and adjusted by the National Geodetic Survey in 1992..
 KK0513.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0513.rate of 1.1 thru 2.0 mm/km.
 KK0513
 KK0513.The geoid height was determined by GEOID03.
 KK0513
 KK0513.The dynamic height is computed by dividing the NAVD 88
 KK0513.geopotential number by the normal gravity value computed on the
 KK0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0513.degrees latitude (g = 980.6199 gals.).
 KK0513
 KK0513.The modeled gravity was interpolated from observed gravity values.
 KK0513
 KK0513;                    North         East    Units  Estimated Accuracy
 KK0513;SPC CO C     -   493,400.      977,070.      MT  (+/- 180 meters Scaled)
 KK0513
 KK0513                          SUPERSEDED SURVEY CONTROL
 KK0513
 KK0513  NGVD 29 (??/??/92) 1772.710  (m)         5815.97   (f) ADJ UNCH    2 0
 KK0513
 KK0513.Superseded values are not recommended for survey control.
 KK0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0513.See file dsdata.txt to determine how the superseded data were derived.
 KK0513
 KK0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED196756(NAD 83)
 KK0513_MARKER: DB = BENCH MARK DISK
 KK0513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0513_STAMPING: G 54 1934
 KK0513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0513+STABILITY: SURFACE MOTION
 KK0513
 KK0513  HISTORY     - Date     Condition        Report By
 KK0513  HISTORY     - 1934     MONUMENTED       CGS
 KK0513  HISTORY     - 1940     GOOD             NGS
 KK0513
 KK0513                          STATION DESCRIPTION
 KK0513
 KK0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 KK0513'1.3 MI NW FROM PARKER.
 KK0513'1.3 MILES NORTHWEST ALONG THE COLORADO AND SOUTHERN RAILWAY FROM
 KK0513'PARKER, DOUGLAS COUNTY, 75 YARDS SOUTHEAST OF MILEPOST 22, AT THE
 KK0513'CROSSING OF STATE HIGHWAY 83, 24 FEET EAST OF THE CENTERLINE OF
 KK0513'THE TRACK, 20 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 KK0513'AND 10 FEET NORTHEAST OF A CROSSING SIGN.  A STANDARD DISK,
 KK0513'STAMPED G 54 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0034 ***********************************************************************
 KK0034  DESIGNATION -  G 55
 KK0034  PID         -  KK0034
 KK0034  STATE/COUNTY-  CO/ADAMS
 KK0034  USGS QUAD   -  BENNETT (1975)
 KK0034
 KK0034                         *CURRENT SURVEY CONTROL
 KK0034  ___________________________________________________________________
 KK0034* NAD 83(1986)-  39 45 25.     (N)    104 28 04.     (W)     SCALED    
 KK0034* NAVD 88     -      1670.475  (meters)    5480.55   (feet)  ADJUSTED  
 KK0034  ___________________________________________________________________
 KK0034  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 KK0034  DYNAMIC HT  -        1668.910 (meters)    5475.42  (feet)  COMP
 KK0034  MODELED GRAV-     979,630.2   (mgal)                       NAVD 88
 KK0034
 KK0034  VERT ORDER  -  FIRST     CLASS II
 KK0034
 KK0034.The horizontal coordinates were scaled from a topographic map and have
 KK0034.an estimated accuracy of +/- 6 seconds.
 KK0034
 KK0034.The orthometric height was determined by differential leveling
 KK0034.and adjusted by the National Geodetic Survey in June 1991..
 KK0034
 KK0034.The geoid height was determined by GEOID03.
 KK0034
 KK0034.The dynamic height is computed by dividing the NAVD 88
 KK0034.geopotential number by the normal gravity value computed on the
 KK0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0034.degrees latitude (g = 980.6199 gals.).
 KK0034
 KK0034.The modeled gravity was interpolated from observed gravity values.
 KK0034
 KK0034;                    North         East    Units  Estimated Accuracy
 KK0034;SPC CO N     -   352,350.    1,002,860.      MT  (+/- 180 meters Scaled)
 KK0034
 KK0034                          SUPERSEDED SURVEY CONTROL
 KK0034
 KK0034  NGVD 29 (??/??/92) 1669.564  (m)         5477.56   (f) ADJ UNCH    1 2
 KK0034
 KK0034.Superseded values are not recommended for survey control.
 KK0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0034.See file dsdata.txt to determine how the superseded data were derived.
 KK0034
 KK0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE455009(NAD 83)
 KK0034_MARKER: DB = BENCH MARK DISK
 KK0034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0034_SP_SET: SIGNAL
 KK0034_STAMPING: G 55 1934
 KK0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0034
 KK0034  HISTORY     - Date     Condition        Report By
 KK0034  HISTORY     - 1934     MONUMENTED       CGS
 KK0034  HISTORY     - 1938     GOOD             NGS
 KK0034  HISTORY     - 1938     MARK NOT FOUND   LOCENG
 KK0034
 KK0034                          STATION DESCRIPTION
 KK0034
 KK0034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KK0034'2.2 MI W FROM BENNETT.
 KK0034'2.2 MI. W. FROM BENNETT, IN CONCRETE BASE OF RR. LIGHT SIGNAL 6111
 KK0034'AT MI. POST 611, 50 FT. W. OF RR. BRIDGE 610.98.  STANDARD DISK
 KK0034'IN CONCRETE BASE OF SIGNAL.
 KK0034
 KK0034                          STATION RECOVERY (1938)
 KK0034
 KK0034'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1938
 KK0034'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0346 ***********************************************************************
 KJ0346  DESIGNATION -  G 56
 KJ0346  PID         -  KJ0346
 KJ0346  STATE/COUNTY-  CO/WASHINGTON
 KJ0346  USGS QUAD   -  LAST CHANCE (1973)
 KJ0346
 KJ0346                         *CURRENT SURVEY CONTROL
 KJ0346  ___________________________________________________________________
 KJ0346* NAD 83(1986)-  39 44 25.     (N)    103 35 38.     (W)     SCALED    
 KJ0346* NAVD 88     -      1457.937  (meters)    4783.25   (feet)  ADJUSTED  
 KJ0346  ___________________________________________________________________
 KJ0346  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 KJ0346  DYNAMIC HT  -        1456.656 (meters)    4779.05  (feet)  COMP
 KJ0346  MODELED GRAV-     979,696.3   (mgal)                       NAVD 88
 KJ0346
 KJ0346  VERT ORDER  -  SECOND    CLASS 0
 KJ0346
 KJ0346.The horizontal coordinates were scaled from a topographic map and have
 KJ0346.an estimated accuracy of +/- 6 seconds.
 KJ0346
 KJ0346.The orthometric height was determined by differential leveling
 KJ0346.and adjusted by the National Geodetic Survey in June 1991..
 KJ0346
 KJ0346.The geoid height was determined by GEOID03.
 KJ0346
 KJ0346.The dynamic height is computed by dividing the NAVD 88
 KJ0346.geopotential number by the normal gravity value computed on the
 KJ0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0346.degrees latitude (g = 980.6199 gals.).
 KJ0346
 KJ0346.The modeled gravity was interpolated from observed gravity values.
 KJ0346
 KJ0346;                    North         East    Units  Estimated Accuracy
 KJ0346;SPC CO N     -   351,740.    1,077,770.      MT  (+/- 180 meters Scaled)
 KJ0346
 KJ0346                          SUPERSEDED SURVEY CONTROL
 KJ0346
 KJ0346  NGVD 29 (??/??/92) 1457.193  (m)         4780.81   (f) ADJ UNCH    2 0
 KJ0346
 KJ0346.Superseded values are not recommended for survey control.
 KJ0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0346.See file dsdata.txt to determine how the superseded data were derived.
 KJ0346
 KJ0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD204998(NAD 83)
 KJ0346_MARKER: DB = BENCH MARK DISK
 KJ0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0346_STAMPING: G 56 1935
 KJ0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0346+STABILITY: SURFACE MOTION
 KJ0346
 KJ0346  HISTORY     - Date     Condition        Report By
 KJ0346  HISTORY     - 1935     MONUMENTED       CGS
 KJ0346  HISTORY     - 1938     GOOD             NGS
 KJ0346
 KJ0346                          STATION DESCRIPTION
 KJ0346
 KJ0346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KJ0346'AT LAST CHANCE.
 KJ0346'AT LAST CHANCE, 150 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE
 KJ0346'STORE, 148 FEET NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY NO.
 KJ0346'71 AND U.S. HIGHWAY NO. 36, 120 FEET WEST OF THE CENTER OF HIGHWAY
 KJ0346'71, 50 FEET NORTH OF THE CENTER OF HIGHWAY 36, 56 FEET NORTHEAST OF
 KJ0346'A WOODEN BRIDGE OVER A CREEK ON HIGHWAY 36.  SET HORIZONTAL IN THE TOP
 KJ0346'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0348 ***********************************************************************
 KJ0348  DESIGNATION -  G 56 RESET
 KJ0348  PID         -  KJ0348
 KJ0348  STATE/COUNTY-  CO/WASHINGTON
 KJ0348  USGS QUAD   -  LAST CHANCE (1973)
 KJ0348
 KJ0348                         *CURRENT SURVEY CONTROL
 KJ0348  ___________________________________________________________________
 KJ0348* NAD 83(1986)-  39 44 25.     (N)    103 35 38.     (W)     SCALED    
 KJ0348* NAVD 88     -      1457.62   (meters)    4782.2    (feet)  RESET     
 KJ0348  ___________________________________________________________________
 KJ0348  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 KJ0348
 KJ0348  VERT ORDER  -  THIRD
 KJ0348
 KJ0348.The horizontal coordinates were scaled from a topographic map and have
 KJ0348.an estimated accuracy of +/- 6 seconds.
 KJ0348
 KJ0348.The orthometric height was computed from unverified reset data.
 KJ0348
 KJ0348.The geoid height was determined by GEOID03.
 KJ0348
 KJ0348;                    North         East    Units  Estimated Accuracy
 KJ0348;SPC CO N     -   351,740.    1,077,770.      MT  (+/- 180 meters Scaled)
 KJ0348
 KJ0348                          SUPERSEDED SURVEY CONTROL
 KJ0348
 KJ0348.No superseded survey control is available for this station.
 KJ0348
 KJ0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD204998(NAD 83)
 KJ0348_MARKER: DB = BENCH MARK DISK
 KJ0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0348_STAMPING: G 56 RESET 1961
 KJ0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0348+STABILITY: SURFACE MOTION
 KJ0348
 KJ0348  HISTORY     - Date     Condition        Report By
 KJ0348  HISTORY     - 1961     MONUMENTED       CGS
 KJ0348
 KJ0348                          STATION DESCRIPTION
 KJ0348
 KJ0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 KJ0348'AT LAST CHANCE.
 KJ0348'AT LAST CHANCE, AT THE INTERSECTON OF U.S. HIGHWAY 36 AND STATE
 KJ0348'HIGHWAY 71, 110 FEET WEST OF THE CENTERLINE STATE HIGHWAY 71, 91 FEET
 KJ0348'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 36, 71 FEET NORTHEAST OF
 KJ0348'THE NORTHEAST CORNER OF A CONCRETE BRIDGE OVER A CREEK, 1.5 FEET
 KJ0348'SOUTH OF A FENCE, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF
 KJ0348'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0123 ***********************************************************************
 KK0123  DESIGNATION -  G 57
 KK0123  PID         -  KK0123
 KK0123  STATE/COUNTY-  CO/ADAMS
 KK0123  USGS QUAD   -  NOONEN RESERVOIR (1969)
 KK0123
 KK0123                         *CURRENT SURVEY CONTROL
 KK0123  ___________________________________________________________________
 KK0123* NAD 83(1986)-  39 44 25.     (N)    103 59 17.     (W)     SCALED    
 KK0123* NAVD 88     -      1522.829  (meters)    4996.15   (feet)  ADJUSTED  
 KK0123  ___________________________________________________________________
 KK0123  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 KK0123  DYNAMIC HT  -        1521.457 (meters)    4991.65  (feet)  COMP
 KK0123  MODELED GRAV-     979,671.6   (mgal)                       NAVD 88
 KK0123
 KK0123  VERT ORDER  -  SECOND    CLASS 0
 KK0123
 KK0123.The horizontal coordinates were scaled from a topographic map and have
 KK0123.an estimated accuracy of +/- 6 seconds.
 KK0123
 KK0123.The orthometric height was determined by differential leveling
 KK0123.and adjusted by the National Geodetic Survey in June 1991..
 KK0123
 KK0123.The geoid height was determined by GEOID03.
 KK0123
 KK0123.The dynamic height is computed by dividing the NAVD 88
 KK0123.geopotential number by the normal gravity value computed on the
 KK0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0123.degrees latitude (g = 980.6199 gals.).
 KK0123
 KK0123.The modeled gravity was interpolated from observed gravity values.
 KK0123
 KK0123;                    North         East    Units  Estimated Accuracy
 KK0123;SPC CO N     -   351,090.    1,043,990.      MT  (+/- 180 meters Scaled)
 KK0123
 KK0123                          SUPERSEDED SURVEY CONTROL
 KK0123
 KK0123  NGVD 29 (??/??/92) 1522.026  (m)         4993.51   (f) ADJ UNCH    2 0
 KK0123
 KK0123.Superseded values are not recommended for survey control.
 KK0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0123.See file dsdata.txt to determine how the superseded data were derived.
 KK0123
 KK0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED867994(NAD 83)
 KK0123_MARKER: DB = BENCH MARK DISK
 KK0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0123_STAMPING: G 57 1935
 KK0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0123+STABILITY: SURFACE MOTION
 KK0123
 KK0123  HISTORY     - Date     Condition        Report By
 KK0123  HISTORY     - 1935     MONUMENTED       CGS
 KK0123  HISTORY     - 1954     MARK NOT FOUND   NGS
 KK0123
 KK0123                          STATION DESCRIPTION
 KK0123
 KK0123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0123'13.1 MI W FROM WINNVIEW.
 KK0123'IN ADAMS COUNTY, 13.1 MILES WEST ALONG U.S. HIGHWAY 36 FROM
 KK0123'WINNVIEW, ARAPAHOE COUNTY, AT THE ENTRANCE TO A RANCH, 48 FEET
 KK0123'NORTHWEST OF THE CENTER OF THE INTERSECTION OF THE ROAD LEADING
 KK0123'TO THE RANCH, 40 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 KK0123'36 FEET SOUTHWEST OF A CATTLE GUARD, AND 1 1/2 FEET EAST OF A
 KK0123'FENCE CORNER. A STANDARD DISK, STAMPED G 57 1935 AND SET IN THE
 KK0123'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0198 ***********************************************************************
 KJ0198  DESIGNATION -  G 58
 KJ0198  PID         -  KJ0198
 KJ0198  STATE/COUNTY-  CO/KIT CARSON
 KJ0198  USGS QUAD   -  FLAGLER (1979)
 KJ0198
 KJ0198                         *CURRENT SURVEY CONTROL
 KJ0198  ___________________________________________________________________
 KJ0198* NAD 83(1992)-  39 16 47.54416(N)    103 01 35.33170(W)     ADJUSTED  
 KJ0198* NAVD 88     -      1470.421  (meters)    4824.21   (feet)  ADJUSTED  
 KJ0198  ___________________________________________________________________
 KJ0198  X           -  -1,114,572.891 (meters)                     COMP
 KJ0198  Y           -  -4,817,586.001 (meters)                     COMP
 KJ0198  Z           -   4,017,333.292 (meters)                     COMP
 KJ0198  LAPLACE CORR-          -5.24  (seconds)                    DEFLEC99
 KJ0198  ELLIP HEIGHT-        1449.04  (meters)          (12/03/02) GPS OBS
 KJ0198  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 KJ0198  DYNAMIC HT  -        1469.064 (meters)    4819.75  (feet)  COMP
 KJ0198  MODELED GRAV-     979,652.6   (mgal)                       NAVD 88
 KJ0198
 KJ0198  HORZ ORDER  -  FIRST
 KJ0198  VERT ORDER  -  SECOND    CLASS 0
 KJ0198  ELLP ORDER  -  FOURTH    CLASS II
 KJ0198
 KJ0198.The horizontal coordinates were established by GPS observations
 KJ0198.and adjusted by the National Geodetic Survey in May 1995..
 KJ0198
 KJ0198.The orthometric height was determined by differential leveling
 KJ0198.and adjusted by the National Geodetic Survey in June 1991..
 KJ0198
 KJ0198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KJ0198
 KJ0198.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0198
 KJ0198.The ellipsoidal height was determined by GPS observations
 KJ0198.and is referenced to NAD 83.
 KJ0198
 KJ0198.The geoid height was determined by GEOID03.
 KJ0198
 KJ0198.The dynamic height is computed by dividing the NAVD 88
 KJ0198.geopotential number by the normal gravity value computed on the
 KJ0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0198.degrees latitude (g = 980.6199 gals.).
 KJ0198
 KJ0198.The modeled gravity was interpolated from observed gravity values.
 KJ0198
 KJ0198;                    North         East     Units Scale Factor Converg.
 KJ0198;SPC CO C     -   468,283.046 1,127,788.180   MT  0.99994077   +1 33 36.1
 KJ0198;SPC CO C     - 1,536,358.63  3,700,085.05   sFT  0.99994077   +1 33 36.1
 KJ0198;UTM  13      - 4,349,691.607   670,221.949   MT  0.99995678   +1 14 59.1
 KJ0198
 KJ0198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0198!SPC CO C     -   0.99977271  x   0.99994077  =   0.99971349
 KJ0198!UTM  13      -   0.99977271  x   0.99995678  =   0.99972950
 KJ0198
 KJ0198                          SUPERSEDED SURVEY CONTROL
 KJ0198
 KJ0198  ELLIP H (05/23/95) 1449.04   (m)                       GP(       ) 3 1
 KJ0198  NAVD 88 (05/23/95) 1470.42   (m)         4824.2    (f) LEVELING    3  
 KJ0198  NGVD 29 (??/??/92) 1469.757  (m)         4822.03   (f) ADJ UNCH    2 0
 KJ0198
 KJ0198.Superseded values are not recommended for survey control.
 KJ0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0198.See file dsdata.txt to determine how the superseded data were derived.
 KJ0198
 KJ0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD7022249692(NAD 83)
 KJ0198_MARKER: DB = BENCH MARK DISK
 KJ0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0198_STAMPING: G 58 1935
 KJ0198_MARK LOGO: CGS   
 KJ0198_MAGNETIC: N = NO MAGNETIC MATERIAL
 KJ0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0198+STABILITY: SURFACE MOTION
 KJ0198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0198+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1993
 KJ0198
 KJ0198  HISTORY     - Date     Condition        Report By
 KJ0198  HISTORY     - 1935     MONUMENTED       CGS
 KJ0198  HISTORY     - 1942     GOOD             NGS
 KJ0198  HISTORY     - 19930719 GOOD             CODH
 KJ0198
 KJ0198                          STATION DESCRIPTION
 KJ0198
 KJ0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KJ0198'2.4 MI E FROM FLAGLER.
 KJ0198'2.4 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 KJ0198'FROM THE STATION AT FLAGLER, 205 FEET SOUTHEAST OF MILEPOST 495, 86
 KJ0198'FEET SOUTH OF THE CENTERLINE OF THE TRACK, 80 FEET NORTH OF THE
 KJ0198'CENTERLINE OF U.S. HIGHWAY 24, AND 3 FEET NORTH OF A FENCE.  A
 KJ0198'STANDARD DISK, STAMPED G 58 1935 AND SET IN THE TOP OF A CONCRETE
 KJ0198'POST.
 KJ0198
 KJ0198                          STATION RECOVERY (1993)
 KJ0198
 KJ0198'RECOVERY NOTE BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1993 (JPC)
 KJ0198'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) EAST OF FLAGLER ALONG
 KJ0198'INTERSTATE 70, IN THE SOUTHWEST CORNER OF SECTION 8, T 10 S, R 50 W AT
 KJ0198'INTERSTATE 70 MILEPOST 396.5.  OWNERSHIP--CHICAGO, ROCK ISLAND, AND
 KJ0198'PACIFIC RAILROAD. TO REACH THE STATION FROM THE SEIBERT EXIT (EXIT
 KJ0198'405) OF INTERSTATE 70, GO WEST ON INTERSTATE 70 7.9 MI (12.7 KM) TO
 KJ0198'THE STATION ON THE RIGHT. THE STATION MARK IS A BRASS DISK IN A
 KJ0198'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 205 FT (62.5 M) SOUTHEAST
 KJ0198'OF MILEPOST 495, 86 FT (26.2 M) SOUTH OF THE CENTERLINE OF THE TRACK,
 KJ0198'60 FT (18.3 M) NORTH OF THE EDGE OF THE SHOULDER OF WEST BOUND
 KJ0198'INTERSTATE 70, 1.5 FT (0.5 M) WEST OF A FIBERGLASS WITNESS POST, AND
 KJ0198'1.3 FT (0.4 M) EAST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0108 ***********************************************************************
 LK0108  DESIGNATION -  G 59
 LK0108  PID         -  LK0108
 LK0108  STATE/COUNTY-  CO/PHILLIPS
 LK0108  USGS QUAD   -  CLARKVILLE (1972)
 LK0108
 LK0108                         *CURRENT SURVEY CONTROL
 LK0108  ___________________________________________________________________
 LK0108* NAD 83(1986)-  40 26 15.     (N)    102 37 37.     (W)     SCALED    
 LK0108* NAVD 88     -      1222.732  (meters)    4011.58   (feet)  ADJUSTED  
 LK0108  ___________________________________________________________________
 LK0108  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 LK0108  DYNAMIC HT  -        1221.810 (meters)    4008.55  (feet)  COMP
 LK0108  MODELED GRAV-     979,828.6   (mgal)                       NAVD 88
 LK0108
 LK0108  VERT ORDER  -  SECOND    CLASS 0
 LK0108
 LK0108.The horizontal coordinates were scaled from a topographic map and have
 LK0108.an estimated accuracy of +/- 6 seconds.
 LK0108
 LK0108.The orthometric height was determined by differential leveling
 LK0108.and adjusted by the National Geodetic Survey in June 1991..
 LK0108
 LK0108.The geoid height was determined by GEOID03.
 LK0108
 LK0108.The dynamic height is computed by dividing the NAVD 88
 LK0108.geopotential number by the normal gravity value computed on the
 LK0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0108.degrees latitude (g = 980.6199 gals.).
 LK0108
 LK0108.The modeled gravity was interpolated from observed gravity values.
 LK0108
 LK0108;                    North         East    Units  Estimated Accuracy
 LK0108;SPC CO N     -   431,350.    1,158,120.      MT  (+/- 180 meters Scaled)
 LK0108
 LK0108                          SUPERSEDED SURVEY CONTROL
 LK0108
 LK0108  NGVD 29 (??/??/92) 1222.200  (m)         4009.83   (f) ADJ UNCH    2 0
 LK0108
 LK0108.Superseded values are not recommended for survey control.
 LK0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0108.See file dsdata.txt to determine how the superseded data were derived.
 LK0108
 LK0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE012790(NAD 83)
 LK0108_MARKER: DB = BENCH MARK DISK
 LK0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0108_STAMPING: G 59 1935
 LK0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0108+STABILITY: SURFACE MOTION
 LK0108
 LK0108  HISTORY     - Date     Condition        Report By
 LK0108  HISTORY     - 1935     MONUMENTED       CGS
 LK0108  HISTORY     - 1972     MARK NOT FOUND   USGS
 LK0108
 LK0108                          STATION DESCRIPTION
 LK0108
 LK0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LK0108'14.4 MI S FROM HAXTUN.
 LK0108'14.4 MILES SOUTH ALONG STATE HIGHWAY 59 FROM THE CITY PARK AT
 LK0108'HAXTUN, PHILLIPS COUNTY, AT A ROAD INTERSECTION, 60 FEET EAST OF THE
 LK0108'CENTERLINE OF THE HIGHWAY, 21 FEET SOUTH OF THE CENTERLINE OF THE
 LK0108'ROAD, AND 1-1/2 FEET NORTH OF A FENCE LINE.  A STANDARD DISK STAMPED
 LK0108'G 59 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LK0108
 LK0108                          STATION RECOVERY (1972)
 LK0108
 LK0108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 LK0108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0579 ***********************************************************************
 JK0579  DESIGNATION -  G 6
 JK0579  PID         -  JK0579
 JK0579  STATE/COUNTY-  CO/FREMONT
 JK0579  USGS QUAD   -  ARKANSAS MOUNTAIN (1980)
 JK0579
 JK0579                         *CURRENT SURVEY CONTROL
 JK0579  ___________________________________________________________________
 JK0579* NAD 83(1986)-  38 23 05.     (N)    105 39 44.     (W)     SCALED    
 JK0579* NAVD 88     -      1923.752  (meters)    6311.51   (feet)  ADJUSTED  
 JK0579  ___________________________________________________________________
 JK0579  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 JK0579  DYNAMIC HT  -        1921.510 (meters)    6304.15  (feet)  COMP
 JK0579  MODELED GRAV-     979,395.5   (mgal)                       NAVD 88
 JK0579
 JK0579  VERT ORDER  -  FIRST     CLASS II
 JK0579
 JK0579.The horizontal coordinates were scaled from a topographic map and have
 JK0579.an estimated accuracy of +/- 6 seconds.
 JK0579
 JK0579.The orthometric height was determined by differential leveling
 JK0579.and adjusted by the National Geodetic Survey in June 1991..
 JK0579
 JK0579.The geoid height was determined by GEOID03.
 JK0579
 JK0579.The dynamic height is computed by dividing the NAVD 88
 JK0579.geopotential number by the normal gravity value computed on the
 JK0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0579.degrees latitude (g = 980.6199 gals.).
 JK0579
 JK0579.The modeled gravity was interpolated from observed gravity values.
 JK0579
 JK0579;                    North         East    Units  Estimated Accuracy
 JK0579;SPC CO C     -   366,020.      900,230.      MT  (+/- 180 meters Scaled)
 JK0579
 JK0579                          SUPERSEDED SURVEY CONTROL
 JK0579
 JK0579  NGVD 29 (??/??/92) 1922.490  (m)         6307.37   (f) ADJ UNCH    1 2
 JK0579
 JK0579.Superseded values are not recommended for survey control.
 JK0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0579.See file dsdata.txt to determine how the superseded data were derived.
 JK0579
 JK0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC421487(NAD 83)
 JK0579_MARKER: DB = BENCH MARK DISK
 JK0579_SETTING: 80 = SET IN A BOULDER
 JK0579_SP_SET: BOULDER
 JK0579_STAMPING: G 6 1925 6307.415
 JK0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0579+STABILITY: SURFACE MOTION
 JK0579
 JK0579  HISTORY     - Date     Condition        Report By
 JK0579  HISTORY     - 1925     MONUMENTED       CGS
 JK0579  HISTORY     - 1953     GOOD             NGS
 JK0579  HISTORY     - 1978     GOOD             USGS
 JK0579
 JK0579                          STATION DESCRIPTION
 JK0579
 JK0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0579'1.8 MI NE FROM COTOPAXI.
 JK0579'1.8 MILES NORTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0579'RAILROAD FROM THE STATION AT COTOPAXI, 0.2 MILE NORTHEAST OF
 JK0579'MILEPOST 190, 1 1/2 POLES NORTHEAST OF A SWITCH BOX, 50 FEET WEST
 JK0579'OF THE NORTHWEST END OF A 48 INCH PIPE CULVERT, 28.5 FEET
 JK0579'NORTHWEST OF THE NORTHWEST RAIL, 3.4 FEET ABOVE THE GROUND, SET IN
 JK0579'THE TOP OF A 4X6 GRANITE BOULDER.
 JK0579
 JK0579                          STATION RECOVERY (1978)
 JK0579
 JK0579'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 JK0579'1.8 MILES NORTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0579'FROM THE COUNTY ROAD CROSSING AT COTOPAXI, 856 FEET NORTHEAST ALONG
 JK0579'TRACK FROM BRIDGE NO 189.97, 73 FEET NORTHEAST OF TELEPHONE POLE E 37
 JK0579'F, 32 FEET NORTHWEST OF CENTERLINE OF TRACK, 0.5 FEET ABOVE THE TOP
 JK0579'OF RAILS, SET IN THE TOP OF A 4 X 6 GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0096 ***********************************************************************
 LK0096  DESIGNATION -  G 60
 LK0096  PID         -  LK0096
 LK0096  STATE/COUNTY-  CO/YUMA
 LK0096  USGS QUAD   -  SCHRAMM (1984)
 LK0096
 LK0096                         *CURRENT SURVEY CONTROL
 LK0096  ___________________________________________________________________
 LK0096* NAD 83(1986)-  40 06 55.     (N)    102 36 59.     (W)     SCALED    
 LK0096* NAVD 88     -      1227.452  (meters)    4027.07   (feet)  ADJUSTED  
 LK0096  ___________________________________________________________________
 LK0096  GEOID HEIGHT-         -21.34  (meters)                     GEOID03
 LK0096  DYNAMIC HT  -        1226.495 (meters)    4023.93  (feet)  COMP
 LK0096  MODELED GRAV-     979,803.6   (mgal)                       NAVD 88
 LK0096
 LK0096  VERT ORDER  -  SECOND    CLASS 0
 LK0096
 LK0096.The horizontal coordinates were scaled from a topographic map and have
 LK0096.an estimated accuracy of +/- 6 seconds.
 LK0096
 LK0096.The orthometric height was determined by differential leveling
 LK0096.and adjusted by the National Geodetic Survey in June 1991..
 LK0096
 LK0096.The geoid height was determined by GEOID03.
 LK0096
 LK0096.The dynamic height is computed by dividing the NAVD 88
 LK0096.geopotential number by the normal gravity value computed on the
 LK0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0096.degrees latitude (g = 980.6199 gals.).
 LK0096
 LK0096.The modeled gravity was interpolated from observed gravity values.
 LK0096
 LK0096;                    North         East    Units  Estimated Accuracy
 LK0096;SPC CO N     -   395,620.    1,160,180.      MT  (+/- 180 meters Scaled)
 LK0096
 LK0096                          SUPERSEDED SURVEY CONTROL
 LK0096
 LK0096  NGVD 29 (??/??/92) 1226.921  (m)         4025.32   (f) ADJ UNCH    2 0
 LK0096
 LK0096.Superseded values are not recommended for survey control.
 LK0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0096.See file dsdata.txt to determine how the superseded data were derived.
 LK0096
 LK0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE031432(NAD 83)
 LK0096_MARKER: DB = BENCH MARK DISK
 LK0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0096_STAMPING: G 60 1935
 LK0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0096+STABILITY: SURFACE MOTION
 LK0096
 LK0096  HISTORY     - Date     Condition        Report By
 LK0096  HISTORY     - 1935     MONUMENTED       CGS
 LK0096  HISTORY     - 1942     GOOD             NGS
 LK0096  HISTORY     - 1961     POOR             LOCSUR
 LK0096
 LK0096                          STATION DESCRIPTION
 LK0096
 LK0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LK0096'5.6 MI E FROM YUMA.
 LK0096'5.6 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 LK0096'THE STATION AT YUMA, YUMA COUNTY, 6.7 MILES WEST OF THE STATION AT
 LK0096'ECKLEY, 0.5 MILE WEST OF THE STATION SIGN AT SCHRAMM, 0.5 MILE SOUTH
 LK0096'OF A LARGE CONCRETE GRAIN ELEVATOR, 60 FEET SOUTH OF MILEPOST 399,
 LK0096'52 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 62 FEET NORTH
 LK0096'OF THE CENTERLINE OF STATE HIGHWAY 54.  A STANDARD DISK, STAMPED G
 LK0096'60 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LK0096
 LK0096                          STATION RECOVERY (1961)
 LK0096
 LK0096'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1961
 LK0096'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0298 ***********************************************************************
 LK0298  DESIGNATION -  G 61
 LK0298  PID         -  LK0298
 LK0298  STATE/COUNTY-  CO/MORGAN
 LK0298  USGS QUAD   -  LAMB (1984)
 LK0298
 LK0298                         *CURRENT SURVEY CONTROL
 LK0298  ___________________________________________________________________
 LK0298* NAD 83(1986)-  40 14 40.     (N)    103 51 11.     (W)     SCALED    
 LK0298* NAVD 88     -      1330.025  (meters)    4363.59   (feet)  ADJUSTED  
 LK0298  ___________________________________________________________________
 LK0298  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 LK0298  DYNAMIC HT  -        1328.949 (meters)    4360.06  (feet)  COMP
 LK0298  MODELED GRAV-     979,770.2   (mgal)                       NAVD 88
 LK0298
 LK0298  VERT ORDER  -  SECOND    CLASS 0
 LK0298
 LK0298.The horizontal coordinates were scaled from a topographic map and have
 LK0298.an estimated accuracy of +/- 6 seconds.
 LK0298
 LK0298.The orthometric height was determined by differential leveling
 LK0298.and adjusted by the National Geodetic Survey in June 1991..
 LK0298
 LK0298.The geoid height was determined by GEOID03.
 LK0298
 LK0298.The dynamic height is computed by dividing the NAVD 88
 LK0298.geopotential number by the normal gravity value computed on the
 LK0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0298.degrees latitude (g = 980.6199 gals.).
 LK0298
 LK0298.The modeled gravity was interpolated from observed gravity values.
 LK0298
 LK0298;                    North         East    Units  Estimated Accuracy
 LK0298;SPC CO N     -   407,260.    1,054,520.      MT  (+/- 180 meters Scaled)
 LK0298
 LK0298                          SUPERSEDED SURVEY CONTROL
 LK0298
 LK0298  NGVD 29 (??/??/92) 1329.310  (m)         4361.24   (f) ADJ UNCH    2 0
 LK0298
 LK0298.Superseded values are not recommended for survey control.
 LK0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0298.See file dsdata.txt to determine how the superseded data were derived.
 LK0298
 LK0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE975555(NAD 83)
 LK0298_MARKER: DB = BENCH MARK DISK
 LK0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0298_STAMPING: G 61 1934
 LK0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0298+STABILITY: SURFACE MOTION
 LK0298
 LK0298  HISTORY     - Date     Condition        Report By
 LK0298  HISTORY     - 1934     MONUMENTED       CGS
 LK0298  HISTORY     - 1977     GOOD             NGS
 LK0298
 LK0298                          STATION DESCRIPTION
 LK0298
 LK0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LK0298'4.7 MI W FROM FORT MORGAN.
 LK0298'4.7 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LK0298'FROM THE STATION AT FORT MORGAN, MORGAN COUNTY, 0.2 MILE WEST OF
 LK0298'LAMB SIDING, OPPOSITE MILEPOST 467, AND 52 FEET NORTH OF THE
 LK0298'CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED G 61 1934
 LK0298'AND SET IN THE TOP OF A CONCRETE POST.
 LK0298
 LK0298                          STATION RECOVERY (1977)
 LK0298
 LK0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LK0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0272 ***********************************************************************
 LK0272  DESIGNATION -  G 61
 LK0272  PID         -  LK0272
 LK0272  STATE/COUNTY-  CO/MORGAN
 LK0272  USGS QUAD   -  BRUSH EAST (1984)
 LK0272
 LK0272                         *CURRENT SURVEY CONTROL
 LK0272  ___________________________________________________________________
 LK0272* NAD 83(1986)-  40 15 44.     (N)    103 33 10.     (W)     SCALED    
 LK0272* NAVD 88     -      1322.936  (meters)    4340.33   (feet)  ADJUSTED  
 LK0272  ___________________________________________________________________
 LK0272  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 LK0272  DYNAMIC HT  -        1321.893 (meters)    4336.91  (feet)  COMP
 LK0272  MODELED GRAV-     979,790.9   (mgal)                       NAVD 88
 LK0272
 LK0272  VERT ORDER  -  SECOND    CLASS 0
 LK0272
 LK0272.The horizontal coordinates were scaled from a topographic map and have
 LK0272.an estimated accuracy of +/- 6 seconds.
 LK0272
 LK0272.The orthometric height was determined by differential leveling
 LK0272.and adjusted by the National Geodetic Survey in June 1991..
 LK0272
 LK0272.The geoid height was determined by GEOID03.
 LK0272
 LK0272.The dynamic height is computed by dividing the NAVD 88
 LK0272.geopotential number by the normal gravity value computed on the
 LK0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0272.degrees latitude (g = 980.6199 gals.).
 LK0272
 LK0272.The modeled gravity was interpolated from observed gravity values.
 LK0272
 LK0272;                    North         East    Units  Estimated Accuracy
 LK0272;SPC CO N     -   409,750.    1,080,020.      MT  (+/- 180 meters Scaled)
 LK0272
 LK0272                          SUPERSEDED SURVEY CONTROL
 LK0272
 LK0272  NGVD 29 (??/??/92) 1322.288  (m)         4338.21   (f) ADJ UNCH    2 0
 LK0272
 LK0272.Superseded values are not recommended for survey control.
 LK0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0272.See file dsdata.txt to determine how the superseded data were derived.
 LK0272
 LK0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE230578(NAD 83)
 LK0272_MARKER: DB = BENCH MARK DISK
 LK0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0272_STAMPING: G 61 1935
 LK0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0272+STABILITY: SURFACE MOTION
 LK0272
 LK0272  HISTORY     - Date     Condition        Report By
 LK0272  HISTORY     - 1935     MONUMENTED       CGS
 LK0272  HISTORY     - 1977     GOOD             NGS
 LK0272
 LK0272                          STATION DESCRIPTION
 LK0272
 LK0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LK0272'3.8 MI E FROM BRUSH.
 LK0272'3.8 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LK0272'FROM THE STATION AT BRUSH, MORGAN COUNTY, 105 FEET NORTHWEST OF
 LK0272'MILEPOST 451, 70 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND
 LK0272'60 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 54.  A STANDARD
 LK0272'DISK, STAMPED G 61 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LK0272
 LK0272                          STATION RECOVERY (1977)
 LK0272
 LK0272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LK0272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0126 ***********************************************************************
 LL0126  DESIGNATION -  G 62
 LL0126  PID         -  LL0126
 LL0126  STATE/COUNTY-  CO/WELD
 LL0126  USGS QUAD   -  PROSPECT VALLEY (1978)
 LL0126
 LL0126                         *CURRENT SURVEY CONTROL
 LL0126  ___________________________________________________________________
 LL0126* NAD 83(1986)-  40 04 23.     (N)    104 29 03.     (W)     SCALED    
 LL0126* NAVD 88     -      1490.453  (meters)    4889.93   (feet)  POSTED    
 LL0126  ___________________________________________________________________
 LL0126  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 LL0126  DYNAMIC HT  -        1489.140 (meters)    4885.62  (feet)  COMP
 LL0126  MODELED GRAV-     979,692.3   (mgal)                       NAVD 88
 LL0126
 LL0126  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0126
 LL0126.The horizontal coordinates were scaled from a topographic map and have
 LL0126.an estimated accuracy of +/- 6 seconds.
 LL0126
 LL0126.The orthometric height was determined by differential leveling
 LL0126.and adjusted by the National Geodetic Survey in 1992..
 LL0126.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0126.rate of 0.0 thru 1.0 mm/km.
 LL0126
 LL0126.The geoid height was determined by GEOID03.
 LL0126
 LL0126.The dynamic height is computed by dividing the NAVD 88
 LL0126.geopotential number by the normal gravity value computed on the
 LL0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0126.degrees latitude (g = 980.6199 gals.).
 LL0126
 LL0126.The modeled gravity was interpolated from observed gravity values.
 LL0126
 LL0126;                    North         East    Units  Estimated Accuracy
 LL0126;SPC CO N     -   387,430.    1,001,050.      MT  (+/- 180 meters Scaled)
 LL0126
 LL0126                          SUPERSEDED SURVEY CONTROL
 LL0126
 LL0126  NGVD 29 (??/??/92) 1489.603  (m)         4887.14   (f) ADJ UNCH    2 0
 LL0126
 LL0126.Superseded values are not recommended for survey control.
 LL0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0126.See file dsdata.txt to determine how the superseded data were derived.
 LL0126
 LL0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE439359(NAD 83)
 LL0126_MARKER: DB = BENCH MARK DISK
 LL0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0126_STAMPING: G 62 1934
 LL0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0126+STABILITY: SURFACE MOTION
 LL0126
 LL0126  HISTORY     - Date     Condition        Report By
 LL0126  HISTORY     - 1934     MONUMENTED       CGS
 LL0126  HISTORY     - 1979     GOOD             NGS
 LL0126
 LL0126                          STATION DESCRIPTION
 LL0126
 LL0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0126'3.6 MI W FROM PROSPECT.
 LL0126'3.6 MILES WEST ALONG STATE HIGHWAY 52 FROM PROSPECT, WELD COUNTY,
 LL0126'0.5 MILE SOUTHEAST OF A RANCH WITH A LARGE SILO, 43 FEET SOUTH OF
 LL0126'THE CENTERLINE OF THE HIGHWAY, AND 1 FOOT NORTH OF A FENCE LINE.  A
 LL0126'STANDARD DISK, STAMPED G 62 1934 AND SET IN THE TOP OF A CONCRETE
 LL0126'POST.
 LL0126
 LL0126                          STATION RECOVERY (1979)
 LL0126
 LL0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LL0126'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0252 ***********************************************************************
 LK0252  DESIGNATION -  G 63 RESET
 LK0252  PID         -  LK0252
 LK0252  STATE/COUNTY-  CO/WASHINGTON
 LK0252  USGS QUAD   -  BUFFALO SPRINGS RANCH (1984)
 LK0252
 LK0252                         *CURRENT SURVEY CONTROL
 LK0252  ___________________________________________________________________
 LK0252* NAD 83(1986)-  40 20 08.     (N)    103 12 53.     (W)     SCALED    
 LK0252* NAVD 88     -      1348.06   (meters)    4422.8    (feet)  RESET     
 LK0252  ___________________________________________________________________
 LK0252  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 LK0252
 LK0252  VERT ORDER  -  THIRD
 LK0252
 LK0252.The horizontal coordinates were scaled from a topographic map and have
 LK0252.an estimated accuracy of +/- 6 seconds.
 LK0252
 LK0252.The orthometric height was computed from unverified reset data.
 LK0252.No vertical observational check was made to the station.
 LK0252
 LK0252.The geoid height was determined by GEOID03.
 LK0252
 LK0252;                    North         East    Units  Estimated Accuracy
 LK0252;SPC CO N     -   418,580.    1,108,560.      MT  (+/- 180 meters Scaled)
 LK0252
 LK0252                          SUPERSEDED SURVEY CONTROL
 LK0252
 LK0252  NGVD 29 (??/??/??) 1347.43   (m)         4420.7    (f) RESET       3  
 LK0252
 LK0252.Superseded values are not recommended for survey control.
 LK0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0252.See file dsdata.txt to determine how the superseded data were derived.
 LK0252
 LK0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE516665(NAD 83)
 LK0252_MARKER: DB = BENCH MARK DISK
 LK0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0252_STAMPING: G 63 RESET 1942
 LK0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0252+STABILITY: SURFACE MOTION
 LK0252
 LK0252  HISTORY     - Date     Condition        Report By
 LK0252  HISTORY     - 1942     MONUMENTED       CGS
 LK0252  HISTORY     - 1973     GOOD             USGS
 LK0252
 LK0252                          STATION DESCRIPTION
 LK0252
 LK0252'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 LK0252'1.7 MI S FROM WAITLEY.
 LK0252'12.6 MILES NORTH ALONG STATE HIGHWAY 63 FROM AKRON, WASHINGTON
 LK0252'COUNTY, 0.4 MILE SOUTH OF THE TOP OF A HILL, AT THE TOP OF A SMALL
 LK0252'RIDGE, 50 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AT THE
 LK0252'RIGHT-OF-WAY FENCE.  A STANDARD DISK STAMPED G 63 RESET 1942 AND SET
 LK0252'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0333 ***********************************************************************
 HK0333  DESIGNATION -  G 64
 HK0333  PID         -  HK0333
 HK0333  STATE/COUNTY-  CO/COSTILLA
 HK0333  USGS QUAD   -  GARCIA (1967)
 HK0333
 HK0333                         *CURRENT SURVEY CONTROL
 HK0333  ___________________________________________________________________
 HK0333* NAD 83(1986)-  37 06 19.     (N)    105 36 12.     (W)     SCALED    
 HK0333* NAVD 88     -      2339.903  (meters)    7676.83   (feet)  ADJUSTED  
 HK0333  ___________________________________________________________________
 HK0333  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 HK0333  DYNAMIC HT  -        2336.733 (meters)    7666.43  (feet)  COMP
 HK0333  MODELED GRAV-     979,192.0   (mgal)                       NAVD 88
 HK0333
 HK0333  VERT ORDER  -  SECOND    CLASS 0
 HK0333
 HK0333.The horizontal coordinates were scaled from a topographic map and have
 HK0333.an estimated accuracy of +/- 6 seconds.
 HK0333
 HK0333.The orthometric height was determined by differential leveling
 HK0333.and adjusted by the National Geodetic Survey in June 1991..
 HK0333
 HK0333.The geoid height was determined by GEOID03.
 HK0333
 HK0333.The dynamic height is computed by dividing the NAVD 88
 HK0333.geopotential number by the normal gravity value computed on the
 HK0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0333.degrees latitude (g = 980.6199 gals.).
 HK0333
 HK0333.The modeled gravity was interpolated from observed gravity values.
 HK0333
 HK0333;                    North         East    Units  Estimated Accuracy
 HK0333;SPC CO S     -   353,490.      905,220.      MT  (+/- 180 meters Scaled)
 HK0333
 HK0333                          SUPERSEDED SURVEY CONTROL
 HK0333
 HK0333  NGVD 29 (??/??/92) 2338.619  (m)         7672.62   (f) ADJ UNCH    2 0
 HK0333
 HK0333.Superseded values are not recommended for survey control.
 HK0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0333.See file dsdata.txt to determine how the superseded data were derived.
 HK0333
 HK0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB463067(NAD 83)
 HK0333_MARKER: DB = BENCH MARK DISK
 HK0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0333_STAMPING: G 64 1934
 HK0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0333+STABILITY: SURFACE MOTION
 HK0333
 HK0333  HISTORY     - Date     Condition        Report By
 HK0333  HISTORY     - 1934     MONUMENTED       CGS
 HK0333
 HK0333                          STATION DESCRIPTION
 HK0333
 HK0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0333'0.4 MI N FROM MESITA.
 HK0333'ABOUT 0.4 MILE NORTH ALONG THE SAN LUIS VALLEY SOUTHERN RAILWAY
 HK0333'FROM MESITA, COSTILLA COUNTY, 5 FEET NORTH OF THE NORTHWEST CORNER
 HK0333'OF A CEMETERY, 45 FEET EAST OF THE CENTER LINE OF THE TRACK, AND
 HK0333'IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED G 64 1934
 HK0333'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0321 ***********************************************************************
 HK0321  DESIGNATION -  G 65
 HK0321  PID         -  HK0321
 HK0321  STATE/COUNTY-  CO/COSTILLA
 HK0321  USGS QUAD   -  MESITO RESERVOIR (1982)
 HK0321
 HK0321                         *CURRENT SURVEY CONTROL
 HK0321  ___________________________________________________________________
 HK0321* NAD 83(1986)-  37 10 37.     (N)    105 39 48.     (W)     SCALED    
 HK0321* NAVD 88     -      2301.280  (meters)    7550.12   (feet)  ADJUSTED  
 HK0321  ___________________________________________________________________
 HK0321  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 HK0321  DYNAMIC HT  -        2298.186 (meters)    7539.97  (feet)  COMP
 HK0321  MODELED GRAV-     979,203.9   (mgal)                       NAVD 88
 HK0321
 HK0321  VERT ORDER  -  SECOND    CLASS 0
 HK0321
 HK0321.The horizontal coordinates were scaled from a topographic map and have
 HK0321.an estimated accuracy of +/- 6 seconds.
 HK0321
 HK0321.The orthometric height was determined by differential leveling
 HK0321.and adjusted by the National Geodetic Survey in June 1991..
 HK0321
 HK0321.The geoid height was determined by GEOID03.
 HK0321
 HK0321.The dynamic height is computed by dividing the NAVD 88
 HK0321.geopotential number by the normal gravity value computed on the
 HK0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0321.degrees latitude (g = 980.6199 gals.).
 HK0321
 HK0321.The modeled gravity was interpolated from observed gravity values.
 HK0321
 HK0321;                    North         East    Units  Estimated Accuracy
 HK0321;SPC CO S     -   361,450.      899,900.      MT  (+/- 180 meters Scaled)
 HK0321
 HK0321                          SUPERSEDED SURVEY CONTROL
 HK0321
 HK0321  NGVD 29 (??/??/92) 2300.006  (m)         7545.94   (f) ADJ UNCH    2 0
 HK0321
 HK0321.Superseded values are not recommended for survey control.
 HK0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0321.See file dsdata.txt to determine how the superseded data were derived.
 HK0321
 HK0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB411147(NAD 83)
 HK0321_MARKER: DB = BENCH MARK DISK
 HK0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0321_STAMPING: G 65 1934
 HK0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0321+STABILITY: SURFACE MOTION
 HK0321
 HK0321  HISTORY     - Date     Condition        Report By
 HK0321  HISTORY     - 1934     MONUMENTED       CGS
 HK0321  HISTORY     - 1984     GOOD             NGS
 HK0321
 HK0321                          STATION DESCRIPTION
 HK0321
 HK0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0321'13.5 MI W FROM SAN LUIS.
 HK0321'13.5 MI W OF SAN LUIS ON STATE HIGHWAY 136, ABOUT 3.9 MI EAST
 HK0321'OF THE RIO GRANDE RIVER BRIDGE.  51 FEET SOUTH OF THE CENTERLINE
 HK0321'OF THE HIGHWAY.
 HK0321
 HK0321                          STATION RECOVERY (1984)
 HK0321
 HK0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0321'ADDITIONS: 13.0 M (42.5 FT) NORTH FROM THE SOUTHERN RIGHT-OF-WAY
 HK0321'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0246 ***********************************************************************
 HK0246  DESIGNATION -  G 66
 HK0246  PID         -  HK0246
 HK0246  STATE/COUNTY-  CO/LAS ANIMAS
 HK0246  USGS QUAD   -  STONEWALL (1994)
 HK0246
 HK0246                         *CURRENT SURVEY CONTROL
 HK0246  ___________________________________________________________________
 HK0246* NAD 83(1986)-  37 12 05.     (N)    105 03 01.     (W)     SCALED    
 HK0246* NAVD 88     -      2638.188  (meters)    8655.46   (feet)  ADJUSTED  
 HK0246  ___________________________________________________________________
 HK0246  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 HK0246  DYNAMIC HT  -        2634.538 (meters)    8643.48  (feet)  COMP
 HK0246  MODELED GRAV-     979,151.4   (mgal)                       NAVD 88
 HK0246
 HK0246  VERT ORDER  -  SECOND    CLASS 0
 HK0246
 HK0246.The horizontal coordinates were scaled from a topographic map and have
 HK0246.an estimated accuracy of +/- 6 seconds.
 HK0246
 HK0246.The orthometric height was determined by differential leveling
 HK0246.and adjusted by the National Geodetic Survey in June 1991..
 HK0246
 HK0246.The geoid height was determined by GEOID03.
 HK0246
 HK0246.The dynamic height is computed by dividing the NAVD 88
 HK0246.geopotential number by the normal gravity value computed on the
 HK0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0246.degrees latitude (g = 980.6199 gals.).
 HK0246
 HK0246.The modeled gravity was interpolated from observed gravity values.
 HK0246
 HK0246;                    North         East    Units  Estimated Accuracy
 HK0246;SPC CO S     -   364,240.      954,330.      MT  (+/- 180 meters Scaled)
 HK0246
 HK0246                          SUPERSEDED SURVEY CONTROL
 HK0246
 HK0246  NGVD 29 (??/??/92) 2636.823  (m)         8650.98   (f) ADJ UNCH    2 0
 HK0246
 HK0246.Superseded values are not recommended for survey control.
 HK0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0246.See file dsdata.txt to determine how the superseded data were derived.
 HK0246
 HK0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB955172(NAD 83)
 HK0246_MARKER: DB = BENCH MARK DISK
 HK0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0246_STAMPING: G 66 1934
 HK0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0246+STABILITY: SURFACE MOTION
 HK0246
 HK0246  HISTORY     - Date     Condition        Report By
 HK0246  HISTORY     - 1934     MONUMENTED       CGS
 HK0246  HISTORY     - 1968     MARK NOT FOUND   NGS
 HK0246
 HK0246                          STATION DESCRIPTION
 HK0246
 HK0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 HK0246'15.2 MI W FROM WESTON.
 HK0246'15.2 MI W ON STATE HWYS 12 AND 111 FROM WESTON, AT THE JUNCTION
 HK0246'OF THE HIGHWAY 111 AND THE WHISKEY PASS ROAD, IN THE CENTER
 HK0246'OF A TRIANGLE 37 FEET WEST OF THE CENTERLINE OF HWY 111,AND
 HK0246'15 FEET E OF THE Y ON THE WHISKEY PASS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0107 ***********************************************************************
 HK0107  DESIGNATION -  G 67
 HK0107  PID         -  HK0107
 HK0107  STATE/COUNTY-  CO/LAS ANIMAS
 HK0107  USGS QUAD   -  WESTON (1971)
 HK0107
 HK0107                         *CURRENT SURVEY CONTROL
 HK0107  ___________________________________________________________________
 HK0107* NAD 83(1986)-  37 07 55.     (N)    104 51 33.     (W)     SCALED    
 HK0107* NAVD 88     -      2102.732  (meters)    6898.71   (feet)  ADJUSTED  
 HK0107  ___________________________________________________________________
 HK0107  GEOID HEIGHT-         -17.78  (meters)                     GEOID03
 HK0107  DYNAMIC HT  -        2099.977 (meters)    6889.67  (feet)  COMP
 HK0107  MODELED GRAV-     979,245.7   (mgal)                       NAVD 88
 HK0107
 HK0107  VERT ORDER  -  SECOND    CLASS 0
 HK0107
 HK0107.The horizontal coordinates were scaled from a topographic map and have
 HK0107.an estimated accuracy of +/- 6 seconds.
 HK0107
 HK0107.The orthometric height was determined by differential leveling
 HK0107.and adjusted by the National Geodetic Survey in June 1991..
 HK0107
 HK0107.The geoid height was determined by GEOID03.
 HK0107
 HK0107.The dynamic height is computed by dividing the NAVD 88
 HK0107.geopotential number by the normal gravity value computed on the
 HK0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0107.degrees latitude (g = 980.6199 gals.).
 HK0107
 HK0107.The modeled gravity was interpolated from observed gravity values.
 HK0107
 HK0107;                    North         East    Units  Estimated Accuracy
 HK0107;SPC CO S     -   356,640.      971,350.      MT  (+/- 180 meters Scaled)
 HK0107
 HK0107                          SUPERSEDED SURVEY CONTROL
 HK0107
 HK0107.No superseded survey control is available for this station.
 HK0107
 HK0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB125095(NAD 83)
 HK0107_MARKER: DB = BENCH MARK DISK
 HK0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0107_STAMPING: G 67 1934
 HK0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0107+STABILITY: SURFACE MOTION
 HK0107
 HK0107  HISTORY     - Date     Condition        Report By
 HK0107  HISTORY     - 1934     MONUMENTED       CGS
 HK0107  HISTORY     - 1971     MARK NOT FOUND   USGS
 HK0107
 HK0107                          STATION DESCRIPTION
 HK0107
 HK0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0107'0.6 MI W FROM WESTON.
 HK0107'ABOUT 0.6 MILE WEST ALONG STATE HIGHWAY 12 FROM WESTON, LAS ANIMAS
 HK0107'COUNTY, ABOUT 40 YARDS WEST OF A GALVANIZED IRON CULVERT, 15 FEET
 HK0107'EAST OF A GATE LEADING INTO A FIELD, 26 FEET NORTH OF THE CENTER
 HK0107'LINE OF THE HIGHWAY, AND 1 FOOT NORTH OF A FENCE LINE.  A STANDARD
 HK0107'DISK, STAMPED G 67 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HK0107
 HK0107                          STATION RECOVERY (1971)
 HK0107
 HK0107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 HK0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0073 ***********************************************************************
 HK0073  DESIGNATION -  G 68
 HK0073  PID         -  HK0073
 HK0073  STATE/COUNTY-  CO/LAS ANIMAS
 HK0073  USGS QUAD   -  MOONEY HILLS (1970)
 HK0073
 HK0073                         *CURRENT SURVEY CONTROL
 HK0073  ___________________________________________________________________
 HK0073* NAD 83(1986)-  37 07 41.     (N)    104 16 21.     (W)     SCALED    
 HK0073* NAVD 88     -      1757.462  (meters)    5765.94   (feet)  ADJUSTED  
 HK0073  ___________________________________________________________________
 HK0073  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 HK0073  DYNAMIC HT  -        1755.363 (meters)    5759.05  (feet)  COMP
 HK0073  MODELED GRAV-     979,374.2   (mgal)                       NAVD 88
 HK0073
 HK0073  VERT ORDER  -  SECOND    CLASS 0
 HK0073
 HK0073.The horizontal coordinates were scaled from a topographic map and have
 HK0073.an estimated accuracy of +/- 6 seconds.
 HK0073
 HK0073.The orthometric height was determined by differential leveling
 HK0073.and adjusted by the National Geodetic Survey in June 1991..
 HK0073
 HK0073.The geoid height was determined by GEOID03.
 HK0073
 HK0073.The dynamic height is computed by dividing the NAVD 88
 HK0073.geopotential number by the normal gravity value computed on the
 HK0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0073.degrees latitude (g = 980.6199 gals.).
 HK0073
 HK0073.The modeled gravity was interpolated from observed gravity values.
 HK0073
 HK0073;                    North         East    Units  Estimated Accuracy
 HK0073;SPC CO S     -   356,720.    1,023,480.      MT  (+/- 180 meters Scaled)
 HK0073
 HK0073                          SUPERSEDED SURVEY CONTROL
 HK0073
 HK0073  NGVD 29 (??/??/92) 1756.523  (m)         5762.86   (f) ADJ UNCH    2 0
 HK0073
 HK0073.Superseded values are not recommended for survey control.
 HK0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0073.See file dsdata.txt to determine how the superseded data were derived.
 HK0073
 HK0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB646093(NAD 83)
 HK0073_MARKER: DB = BENCH MARK DISK
 HK0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0073_STAMPING: G 68 1934
 HK0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0073+STABILITY: SURFACE MOTION
 HK0073
 HK0073  HISTORY     - Date     Condition        Report By
 HK0073  HISTORY     - 1934     MONUMENTED       CGS
 HK0073
 HK0073                          STATION DESCRIPTION
 HK0073
 HK0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0073'3.9 MI SE FROM GARCIA.
 HK0073'ABOUT 3.9 MILES SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILWAY
 HK0073'FROM GARCIA, LAS ANIMAS COUNTY, ABOUT 1.0 MILE NORTHWEST OF BARELA,
 HK0073'ABOUT 7 POLES SOUTHEAST OF MILEPOST 232, 54 FEET SOUTHWEST OF THE
 HK0073'CENTER LINE OF THE TRACK, 25 FEET NORTHWEST OF A POLE, AND 24 FEET
 HK0073'SOUTHEAST OF A FENCE.  A STANDARD DISK, STAMPED G 68 1934 AND SET
 HK0073'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0047 ***********************************************************************
 HK0047  DESIGNATION -  G 69
 HK0047  PID         -  HK0047
 HK0047  STATE/COUNTY-  CO/LAS ANIMAS
 HK0047  USGS QUAD   -  EARL (1970)
 HK0047
 HK0047                         *CURRENT SURVEY CONTROL
 HK0047  ___________________________________________________________________
 HK0047* NAD 83(1986)-  37 21 13.     (N)    104 15 32.     (W)     SCALED    
 HK0047* NAVD 88     -      1716.879  (meters)    5632.79   (feet)  ADJUSTED  
 HK0047  ___________________________________________________________________
 HK0047  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 HK0047  DYNAMIC HT  -        1714.862 (meters)    5626.18  (feet)  COMP
 HK0047  MODELED GRAV-     979,394.6   (mgal)                       NAVD 88
 HK0047
 HK0047  VERT ORDER  -  SECOND    CLASS 0
 HK0047
 HK0047.The horizontal coordinates were scaled from a topographic map and have
 HK0047.an estimated accuracy of +/- 6 seconds.
 HK0047
 HK0047.The orthometric height was determined by differential leveling
 HK0047.and adjusted by the National Geodetic Survey in June 1991..
 HK0047
 HK0047.The geoid height was determined by GEOID03.
 HK0047
 HK0047.The dynamic height is computed by dividing the NAVD 88
 HK0047.geopotential number by the normal gravity value computed on the
 HK0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0047.degrees latitude (g = 980.6199 gals.).
 HK0047
 HK0047.The modeled gravity was interpolated from observed gravity values.
 HK0047
 HK0047;                    North         East    Units  Estimated Accuracy
 HK0047;SPC CO S     -   381,770.    1,024,360.      MT  (+/- 180 meters Scaled)
 HK0047
 HK0047                          SUPERSEDED SURVEY CONTROL
 HK0047
 HK0047  NGVD 29 (??/??/92) 1715.953  (m)         5629.76   (f) ADJ UNCH    2 0
 HK0047
 HK0047.Superseded values are not recommended for survey control.
 HK0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0047.See file dsdata.txt to determine how the superseded data were derived.
 HK0047
 HK0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB656343(NAD 83)
 HK0047_MARKER: DB = BENCH MARK DISK
 HK0047_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HK0047_SP_SET: BRIDGE
 HK0047_STAMPING: G 69 1934
 HK0047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0047
 HK0047  HISTORY     - Date     Condition        Report By
 HK0047  HISTORY     - 1934     MONUMENTED       CGS
 HK0047
 HK0047                          STATION DESCRIPTION
 HK0047
 HK0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0047'1.8 MI NE FROM EARL.
 HK0047'ABOUT 1.8 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA
 HK0047'FE RAILWAY FROM THE STATION AT EARL, LAS ANIMAS COUNTY, AT BRIDGE
 HK0047'616 B, IN THE TOP OF THE SOUTHWEST CONCRETE ABUTMENT, AND 9 FEET
 HK0047'SOUTHEAST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 HK0047'STAMPED G 69 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0110 ***********************************************************************
 JK0110  DESIGNATION -  G 7
 JK0110  PID         -  JK0110
 JK0110  STATE/COUNTY-  CO/FREMONT
 JK0110  USGS QUAD   -  HOBSON (1982)
 JK0110
 JK0110                         *CURRENT SURVEY CONTROL
 JK0110  ___________________________________________________________________
 JK0110* NAD 83(1986)-  38 22 00.     (N)    104 57 38.     (W)     SCALED    
 JK0110* NAVD 88     -      1519.601  (meters)    4985.56   (feet)  ADJUSTED  
 JK0110  ___________________________________________________________________
 JK0110  GEOID HEIGHT-         -17.64  (meters)                     GEOID03
 JK0110  DYNAMIC HT  -        1517.984 (meters)    4980.25  (feet)  COMP
 JK0110  MODELED GRAV-     979,511.7   (mgal)                       NAVD 88
 JK0110
 JK0110  VERT ORDER  -  FIRST     CLASS II
 JK0110
 JK0110.The horizontal coordinates were scaled from a topographic map and have
 JK0110.an estimated accuracy of +/- 6 seconds.
 JK0110
 JK0110.The orthometric height was determined by differential leveling
 JK0110.and adjusted by the National Geodetic Survey in June 1991..
 JK0110
 JK0110.The geoid height was determined by GEOID03.
 JK0110
 JK0110.The dynamic height is computed by dividing the NAVD 88
 JK0110.geopotential number by the normal gravity value computed on the
 JK0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0110.degrees latitude (g = 980.6199 gals.).
 JK0110
 JK0110.The modeled gravity was interpolated from observed gravity values.
 JK0110
 JK0110;                    North         East    Units  Estimated Accuracy
 JK0110;SPC CO C     -   364,150.      961,550.      MT  (+/- 180 meters Scaled)
 JK0110
 JK0110                          SUPERSEDED SURVEY CONTROL
 JK0110
 JK0110  NGVD 29 (??/??/92) 1518.666  (m)         4982.49   (f) ADJ UNCH    1 2
 JK0110
 JK0110.Superseded values are not recommended for survey control.
 JK0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0110.See file dsdata.txt to determine how the superseded data were derived.
 JK0110
 JK0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC034464(NAD 83)
 JK0110_MARKER: DB = BENCH MARK DISK
 JK0110_SETTING: 66 = SET IN ROCK OUTCROP
 JK0110_SP_SET: SANDSTONE
 JK0110_STAMPING: G 7 1925 4982.812
 JK0110_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0110+STABILITY: POSITION/ELEVATION WELL
 JK0110
 JK0110  HISTORY     - Date     Condition        Report By
 JK0110  HISTORY     - 1925     MONUMENTED       CGS
 JK0110  HISTORY     - 1953     GOOD             NGS
 JK0110
 JK0110                          STATION DESCRIPTION
 JK0110
 JK0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0110'3.7 MI E FROM PORTLAND.
 JK0110'3.7 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0110'FROM THE STATION AT PORTLAND, 0.1 MILE WEST OF MILEPOST 142, 115
 JK0110'FEET WEST OF A FORKED COTTONWOOD TREE, 20 FEET NORTH OF THE NORTH
 JK0110'RAIL, 13.5 FEET SOUTH OF A FENCE, SET IN THE TOP OF A 4X4 FOOT
 JK0110'SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0188 ***********************************************************************
 HJ0188  DESIGNATION -  G 70
 HJ0188  PID         -  HJ0188
 HJ0188  STATE/COUNTY-  CO/OTERO
 HJ0188  USGS QUAD   -  HAWLEY (1984)
 HJ0188
 HJ0188                         *CURRENT SURVEY CONTROL
 HJ0188  ___________________________________________________________________
 HJ0188* NAD 83(1986)-  37 53 29.     (N)    103 40 30.     (W)     SCALED    
 HJ0188* NAVD 88     -      1316.533  (meters)    4319.33   (feet)  ADJUSTED  
 HJ0188  ___________________________________________________________________
 HJ0188  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 HJ0188  DYNAMIC HT  -        1315.171 (meters)    4314.86  (feet)  COMP
 HJ0188  MODELED GRAV-     979,549.5   (mgal)                       NAVD 88
 HJ0188
 HJ0188  VERT ORDER  -  SECOND    CLASS 0
 HJ0188
 HJ0188.The horizontal coordinates were scaled from a topographic map and have
 HJ0188.an estimated accuracy of +/- 6 seconds.
 HJ0188
 HJ0188.The orthometric height was determined by differential leveling
 HJ0188.and adjusted by the National Geodetic Survey in June 1991..
 HJ0188
 HJ0188.The geoid height was determined by GEOID03.
 HJ0188
 HJ0188.The dynamic height is computed by dividing the NAVD 88
 HJ0188.geopotential number by the normal gravity value computed on the
 HJ0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0188.degrees latitude (g = 980.6199 gals.).
 HJ0188
 HJ0188.The modeled gravity was interpolated from observed gravity values.
 HJ0188
 HJ0188;                    North         East    Units  Estimated Accuracy
 HJ0188;SPC CO S     -   442,290.    1,074,910.      MT  (+/- 180 meters Scaled)
 HJ0188
 HJ0188                          SUPERSEDED SURVEY CONTROL
 HJ0188
 HJ0188  NGVD 29 (??/??/92) 1315.819  (m)         4316.98   (f) ADJ UNCH    2 0
 HJ0188
 HJ0188.Superseded values are not recommended for survey control.
 HJ0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0188.See file dsdata.txt to determine how the superseded data were derived.
 HJ0188
 HJ0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB165945(NAD 83)
 HJ0188_MARKER: DB = BENCH MARK DISK
 HJ0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0188_STAMPING: G 70 1934
 HJ0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0188+STABILITY: SURFACE MOTION
 HJ0188
 HJ0188  HISTORY     - Date     Condition        Report By
 HJ0188  HISTORY     - 1934     MONUMENTED       CGS
 HJ0188
 HJ0188                          STATION DESCRIPTION
 HJ0188
 HJ0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HJ0188'7.2 MI NE FROM TIMPAS.
 HJ0188'ABOUT 7.2 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HJ0188'RAILWAY FROM THE STATION AT TIMPAS, OTERO COUNTY, ABOUT 1 POLE
 HJ0188'NORTHEAST OF MILEPOST 565, ABOUT 69 FEET SOUTHEAST OF THE CENTER
 HJ0188'LINE OF THE TRACK, 31 FEET NORTHWEST OF A FENCE, AND 6 FEET NORTH
 HJ0188'OF A POLE.  A STANDARD DISK, STAMPED G 70 1934 AND SET IN THE TOP
 HJ0188'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0311 ***********************************************************************
 LK0311  DESIGNATION -  G 71
 LK0311  PID         -  LK0311
 LK0311  STATE/COUNTY-  CO/MORGAN
 LK0311  USGS QUAD   -  MILLER RANCH (1984)
 LK0311
 LK0311                         *CURRENT SURVEY CONTROL
 LK0311  ___________________________________________________________________
 LK0311* NAD 83(1986)-  40 12 41.     (N)    103 36 04.     (W)     SCALED    
 LK0311* NAVD 88     -      1300.259  (meters)    4265.93   (feet)  ADJUSTED  
 LK0311  ___________________________________________________________________
 LK0311  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 LK0311  DYNAMIC HT  -        1299.223 (meters)    4262.53  (feet)  COMP
 LK0311  MODELED GRAV-     979,783.5   (mgal)                       NAVD 88
 LK0311
 LK0311  VERT ORDER  -  SECOND    CLASS 0
 LK0311
 LK0311.The horizontal coordinates were scaled from a topographic map and have
 LK0311.an estimated accuracy of +/- 6 seconds.
 LK0311
 LK0311.The orthometric height was determined by differential leveling
 LK0311.and adjusted by the National Geodetic Survey in June 1991..
 LK0311
 LK0311.The geoid height was determined by GEOID03.
 LK0311
 LK0311.The dynamic height is computed by dividing the NAVD 88
 LK0311.geopotential number by the normal gravity value computed on the
 LK0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0311.degrees latitude (g = 980.6199 gals.).
 LK0311
 LK0311.The modeled gravity was interpolated from observed gravity values.
 LK0311
 LK0311;                    North         East    Units  Estimated Accuracy
 LK0311;SPC CO N     -   404,020.    1,076,040.      MT  (+/- 180 meters Scaled)
 LK0311
 LK0311                          SUPERSEDED SURVEY CONTROL
 LK0311
 LK0311  NGVD 29 (??/??/92) 1299.600  (m)         4263.77   (f) ADJ UNCH    2 0
 LK0311
 LK0311.Superseded values are not recommended for survey control.
 LK0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0311.See file dsdata.txt to determine how the superseded data were derived.
 LK0311
 LK0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE190521(NAD 83)
 LK0311_MARKER: DB = BENCH MARK DISK
 LK0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0311_STAMPING: G 71 1935
 LK0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0311+STABILITY: SURFACE MOTION
 LK0311
 LK0311  HISTORY     - Date     Condition        Report By
 LK0311  HISTORY     - 1935     MONUMENTED       CGS
 LK0311
 LK0311                          STATION DESCRIPTION
 LK0311
 LK0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LK0311'4 MI S FROM BRUSH.
 LK0311'4.0 MILES SOUTH ALONG STATE HIGHWAY 71 FROM THE CHICAGO, BURLINGTON
 LK0311'AND QUINCY RAILROAD STATION AT BRUSH, MORGAN COUNTY, 50 FEET
 LK0311'NORTH OF THE NORTHWEST CORNER OF THE O.G. LEWIS RANCH HOUSE, 37
 LK0311'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 3 FEET NORTHEAST OF THE
 LK0311'NORTHWEST CORNER OF THE YARD, AND ON A SLIGHT RIDGE.  A STANDARD
 LK0311'DISK, STAMPED G 71 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0141 ***********************************************************************
 KJ0141  DESIGNATION -  G 72
 KJ0141  PID         -  KJ0141
 KJ0141  STATE/COUNTY-  CO/YUMA
 KJ0141  USGS QUAD   -  ADLER CREEK (1968)
 KJ0141
 KJ0141                         *CURRENT SURVEY CONTROL
 KJ0141  ___________________________________________________________________
 KJ0141* NAD 83(1986)-  39 39 21.     (N)    102 36 42.     (W)     SCALED    
 KJ0141* NAVD 88     -      1282.285  (meters)    4206.96   (feet)  ADJUSTED  
 KJ0141  ___________________________________________________________________
 KJ0141  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 KJ0141  DYNAMIC HT  -        1281.199 (meters)    4203.40  (feet)  COMP
 KJ0141  MODELED GRAV-     979,735.2   (mgal)                       NAVD 88
 KJ0141
 KJ0141  VERT ORDER  -  SECOND    CLASS 0
 KJ0141
 KJ0141.The horizontal coordinates were scaled from a topographic map and have
 KJ0141.an estimated accuracy of +/- 6 seconds.
 KJ0141
 KJ0141.The orthometric height was determined by differential leveling
 KJ0141.and adjusted by the National Geodetic Survey in June 1991..
 KJ0141
 KJ0141.The geoid height was determined by GEOID03.
 KJ0141
 KJ0141.The dynamic height is computed by dividing the NAVD 88
 KJ0141.geopotential number by the normal gravity value computed on the
 KJ0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0141.degrees latitude (g = 980.6199 gals.).
 KJ0141
 KJ0141.The modeled gravity was interpolated from observed gravity values.
 KJ0141
 KJ0141;                    North         East    Units  Estimated Accuracy
 KJ0141;SPC CO N     -   344,640.    1,162,240.      MT  (+/- 180 meters Scaled)
 KJ0141
 KJ0141                          SUPERSEDED SURVEY CONTROL
 KJ0141
 KJ0141  NGVD 29 (??/??/92) 1281.714  (m)         4205.09   (f) ADJ UNCH    2 0
 KJ0141
 KJ0141.Superseded values are not recommended for survey control.
 KJ0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0141.See file dsdata.txt to determine how the superseded data were derived.
 KJ0141
 KJ0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD048922(NAD 83)
 KJ0141_MARKER: DB = BENCH MARK DISK
 KJ0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0141_STAMPING: G 72 1935
 KJ0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0141+STABILITY: SURFACE MOTION
 KJ0141
 KJ0141  HISTORY     - Date     Condition        Report By
 KJ0141  HISTORY     - 1935     MONUMENTED       CGS
 KJ0141  HISTORY     - 1968     MARK NOT FOUND   USGS
 KJ0141
 KJ0141                          STATION DESCRIPTION
 KJ0141
 KJ0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KJ0141'3.6 MI E FROM JOES.
 KJ0141'3.6 MILES EAST ALONG U.S. HIGHWAY 36 FROM JOES, YUMA COUNTY, AT THE
 KJ0141'JUNCTION OF A ROAD LEADING SOUTH, 50 FEET SOUTH OF THE CENTERLINE
 KJ0141'OF THE HIGHWAY, 30 FEET EAST OF THE CENTERLINE OF THE ROAD, 8 FEET
 KJ0141'SOUTH OF A FENCE CORNER, AND 1 FOOT EAST OF THE FENCE.  A STANDARD
 KJ0141'DISK, STAMPED G 72 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KJ0141
 KJ0141                          STATION RECOVERY (1968)
 KJ0141
 KJ0141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KJ0141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0154 ***********************************************************************
 KJ0154  DESIGNATION -  G 73
 KJ0154  PID         -  KJ0154
 KJ0154  STATE/COUNTY-  CO/YUMA
 KJ0154  USGS QUAD   -  JOES (1968)
 KJ0154
 KJ0154                         *CURRENT SURVEY CONTROL
 KJ0154  ___________________________________________________________________
 KJ0154* NAD 83(1986)-  39 41 58.     (N)    102 42 26.     (W)     SCALED    
 KJ0154* NAVD 88     -      1299.077  (meters)    4262.06   (feet)  ADJUSTED  
 KJ0154  ___________________________________________________________________
 KJ0154  GEOID HEIGHT-         -21.76  (meters)                     GEOID03
 KJ0154  DYNAMIC HT  -        1297.970 (meters)    4258.42  (feet)  COMP
 KJ0154  MODELED GRAV-     979,729.0   (mgal)                       NAVD 88
 KJ0154
 KJ0154  VERT ORDER  -  SECOND    CLASS 0
 KJ0154
 KJ0154.The horizontal coordinates were scaled from a topographic map and have
 KJ0154.an estimated accuracy of +/- 6 seconds.
 KJ0154
 KJ0154.The orthometric height was determined by differential leveling
 KJ0154.and adjusted by the National Geodetic Survey in June 1991..
 KJ0154
 KJ0154.The geoid height was determined by GEOID03.
 KJ0154
 KJ0154.The dynamic height is computed by dividing the NAVD 88
 KJ0154.geopotential number by the normal gravity value computed on the
 KJ0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0154.degrees latitude (g = 980.6199 gals.).
 KJ0154
 KJ0154.The modeled gravity was interpolated from observed gravity values.
 KJ0154
 KJ0154;                    North         East    Units  Estimated Accuracy
 KJ0154;SPC CO N     -   349,220.    1,153,890.      MT  (+/- 180 meters Scaled)
 KJ0154
 KJ0154                          SUPERSEDED SURVEY CONTROL
 KJ0154
 KJ0154  NGVD 29 (??/??/92) 1298.485  (m)         4260.11   (f) ADJ UNCH    2 0
 KJ0154
 KJ0154.Superseded values are not recommended for survey control.
 KJ0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0154.See file dsdata.txt to determine how the superseded data were derived.
 KJ0154
 KJ0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD965969(NAD 83)
 KJ0154_MARKER: DB = BENCH MARK DISK
 KJ0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0154_STAMPING: G 73 1935
 KJ0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0154+STABILITY: SURFACE MOTION
 KJ0154
 KJ0154  HISTORY     - Date     Condition        Report By
 KJ0154  HISTORY     - 1935     MONUMENTED       CGS
 KJ0154  HISTORY     - 1942     GOOD             NGS
 KJ0154
 KJ0154                          STATION DESCRIPTION
 KJ0154
 KJ0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KJ0154'1.6 MI W FROM JOES.
 KJ0154'1.6 MILES WEST ALONG U.S. HIGHWAY 36 FROM JOES, YUMA COUNTY, THENCE
 KJ0154'3.0 MILES NORTH ALONG STATE HIGHWAY 59, 0.5 MILE SOUTH OF ARIKAREE
 KJ0154'RIVER, 52 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 20 FEET NORTH
 KJ0154'OF A DIM TRAIL, AND 28 FEET EAST OF A FENCE.  A STANDARD DISK,
 KJ0154'STAMPED G 73 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0310 ***********************************************************************
 HK0310  DESIGNATION -  G 75
 HK0310  PID         -  HK0310
 HK0310  STATE/COUNTY-  CO/ALAMOSA
 HK0310  USGS QUAD   -  BLANCA (1982)
 HK0310
 HK0310                         *CURRENT SURVEY CONTROL
 HK0310  ___________________________________________________________________
 HK0310* NAD 83(1986)-  37 26 27.     (N)    105 35 12.     (W)     SCALED    
 HK0310* NAVD 88     -      2337.553  (meters)    7669.12   (feet)  POSTED    
 HK0310  ___________________________________________________________________
 HK0310  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 HK0310  DYNAMIC HT  -        2334.450 (meters)    7658.94  (feet)  COMP
 HK0310  MODELED GRAV-     979,220.9   (mgal)                       NAVD 88
 HK0310
 HK0310  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 HK0310
 HK0310.The horizontal coordinates were scaled from a topographic map and have
 HK0310.an estimated accuracy of +/- 6 seconds.
 HK0310
 HK0310.The orthometric height was determined by differential leveling
 HK0310.and adjusted by the National Geodetic Survey in 1992..
 HK0310.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 HK0310.rate of 4.1 thru 8.0 mm/km.
 HK0310
 HK0310.The geoid height was determined by GEOID03.
 HK0310
 HK0310.The dynamic height is computed by dividing the NAVD 88
 HK0310.geopotential number by the normal gravity value computed on the
 HK0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0310.degrees latitude (g = 980.6199 gals.).
 HK0310
 HK0310.The modeled gravity was interpolated from observed gravity values.
 HK0310
 HK0310;                    North         East    Units  Estimated Accuracy
 HK0310;SPC CO S     -   390,720.      906,730.      MT  (+/- 180 meters Scaled)
 HK0310
 HK0310                          SUPERSEDED SURVEY CONTROL
 HK0310
 HK0310  NGVD 29 (??/??/92) 2336.252  (m)         7664.85   (f) ADJ UNCH    2 0
 HK0310
 HK0310.Superseded values are not recommended for survey control.
 HK0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0310.See file dsdata.txt to determine how the superseded data were derived.
 HK0310
 HK0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB481439(NAD 83)
 HK0310_MARKER: DB = BENCH MARK DISK
 HK0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0310_STAMPING: G 75 1934
 HK0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0310+STABILITY: SURFACE MOTION
 HK0310
 HK0310  HISTORY     - Date     Condition        Report By
 HK0310  HISTORY     - 1934     MONUMENTED       CGS
 HK0310  HISTORY     - 1938     GOOD             NGS
 HK0310
 HK0310                          STATION DESCRIPTION
 HK0310
 HK0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HK0310'3.4 MI E FROM BALDY.
 HK0310'3.4 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 HK0310'FROM THE STATION AT BALDY, 4.0 MILES WEST OF BLANCA, 8 FEET EAST OF
 HK0310'POLE 2034, 60 FEET NORTH OF A DIM ROAD, 30 FEET SOUTH OF THE CENTER
 HK0310'LINE OF A ROAD, AND ABOUT 110 FEET SOUTH OF THE CENTER LINE OF THE
 HK0310'TRACK AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0160 ***********************************************************************
 HK0160  DESIGNATION -  G 76
 HK0160  PID         -  HK0160
 HK0160  STATE/COUNTY-  CO/HUERFANO
 HK0160  USGS QUAD   -  RITTER ARROYO (1982)
 HK0160
 HK0160                         *CURRENT SURVEY CONTROL
 HK0160  ___________________________________________________________________
 HK0160* NAD 83(1986)-  37 32 43.     (N)    104 57 08.     (W)     SCALED    
 HK0160* NAVD 88     -      2048.843  (meters)    6721.91   (feet)  ADJUSTED  
 HK0160  ___________________________________________________________________
 HK0160  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 HK0160  DYNAMIC HT  -        2046.302 (meters)    6713.58  (feet)  COMP
 HK0160  MODELED GRAV-     979,316.8   (mgal)                       NAVD 88
 HK0160
 HK0160  VERT ORDER  -  SECOND    CLASS 0
 HK0160
 HK0160.The horizontal coordinates were scaled from a topographic map and have
 HK0160.an estimated accuracy of +/- 6 seconds.
 HK0160
 HK0160.The orthometric height was determined by differential leveling
 HK0160.and adjusted by the National Geodetic Survey in June 1991..
 HK0160
 HK0160.The geoid height was determined by GEOID03.
 HK0160
 HK0160.The dynamic height is computed by dividing the NAVD 88
 HK0160.geopotential number by the normal gravity value computed on the
 HK0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0160.degrees latitude (g = 980.6199 gals.).
 HK0160
 HK0160.The modeled gravity was interpolated from observed gravity values.
 HK0160
 HK0160;                    North         East    Units  Estimated Accuracy
 HK0160;SPC CO S     -   402,450.      962,810.      MT  (+/- 180 meters Scaled)
 HK0160
 HK0160                          SUPERSEDED SURVEY CONTROL
 HK0160
 HK0160.No superseded survey control is available for this station.
 HK0160
 HK0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB042553(NAD 83)
 HK0160_MARKER: DB = BENCH MARK DISK
 HK0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0160_SP_SET: CONCRETE POST
 HK0160_STAMPING: G 76 1934
 HK0160_MARK LOGO: CGS   
 HK0160_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HK0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0160+STABILITY: SURFACE MOTION
 HK0160
 HK0160  HISTORY     - Date     Condition        Report By
 HK0160  HISTORY     - 1934     MONUMENTED       CGS
 HK0160  HISTORY     - 19880727 GOOD             CODH
 HK0160
 HK0160                          STATION DESCRIPTION
 HK0160
 HK0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0160'4 MI E FROM LA VETA.
 HK0160'4.0 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 HK0160'LA VETA, HUERFANO COUNTY, 7 POLES WEST OF MILEPOST 186, 13 FEET SOUTH
 HK0160'OF A DIM ROAD PARALLELING THE TRACK, 48 FEET SOUTH OF THE CENTER LINE
 HK0160'OF THE TRACK, AND 3 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND SET
 HK0160'IN THE TOP OF A CONCRETE POST.
 HK0160
 HK0160                          STATION RECOVERY (1988)
 HK0160
 HK0160'RECOVERY NOTE BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1988
 HK0160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0009 ***********************************************************************
 JK0009  DESIGNATION -  G 77
 JK0009  PID         -  JK0009
 JK0009  STATE/COUNTY-  CO/EL PASO
 JK0009  USGS QUAD   -  YODER (1973)
 JK0009
 JK0009                         *CURRENT SURVEY CONTROL
 JK0009  ___________________________________________________________________
 JK0009* NAD 83(1986)-  38 50 23.     (N)    104 08 50.     (W)     SCALED    
 JK0009* NAVD 88     -      1891.255  (meters)    6204.89   (feet)  ADJUSTED  
 JK0009  ___________________________________________________________________
 JK0009  GEOID HEIGHT-         -19.34  (meters)                     GEOID03
 JK0009  DYNAMIC HT  -        1889.225 (meters)    6198.23  (feet)  COMP
 JK0009  MODELED GRAV-     979,487.0   (mgal)                       NAVD 88
 JK0009
 JK0009  VERT ORDER  -  SECOND    CLASS 0
 JK0009
 JK0009.The horizontal coordinates were scaled from a topographic map and have
 JK0009.an estimated accuracy of +/- 6 seconds.
 JK0009
 JK0009.The orthometric height was determined by differential leveling
 JK0009.and adjusted by the National Geodetic Survey in June 1991..
 JK0009
 JK0009.The geoid height was determined by GEOID03.
 JK0009
 JK0009.The dynamic height is computed by dividing the NAVD 88
 JK0009.geopotential number by the normal gravity value computed on the
 JK0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0009.degrees latitude (g = 980.6199 gals.).
 JK0009
 JK0009.The modeled gravity was interpolated from observed gravity values.
 JK0009
 JK0009;                    North         East    Units  Estimated Accuracy
 JK0009;SPC CO C     -   417,390.    1,031,840.      MT  (+/- 180 meters Scaled)
 JK0009
 JK0009                          SUPERSEDED SURVEY CONTROL
 JK0009
 JK0009  NGVD 29 (??/??/92) 1890.279  (m)         6201.69   (f) ADJ UNCH    2 0
 JK0009
 JK0009.Superseded values are not recommended for survey control.
 JK0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0009.See file dsdata.txt to determine how the superseded data were derived.
 JK0009
 JK0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC740993(NAD 83)
 JK0009_MARKER: DB = BENCH MARK DISK
 JK0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0009_STAMPING: G 77 1935
 JK0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0009+STABILITY: SURFACE MOTION
 JK0009
 JK0009  HISTORY     - Date     Condition        Report By
 JK0009  HISTORY     - 1935     MONUMENTED       CGS
 JK0009  HISTORY     - 1973     MARK NOT FOUND   USGS
 JK0009  HISTORY     - 1985     MARK NOT FOUND   NGS
 JK0009
 JK0009                          STATION DESCRIPTION
 JK0009
 JK0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JK0009'4 MI E FROM YODER.
 JK0009'4.0 MILES EAST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE AT
 JK0009'YODER, AT A CROSSROADS, AT A SIGNBOARD C. HOWARD MATESONS RANCH,
 JK0009'45 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 28 FEET EAST OF THE
 JK0009'CENTERLINE OF THE ROAD, 15 FEET NORTH OF A FENCE CORNER, 2 FEET
 JK0009'WEST OF A FENCE, AND BETWEEN TWO POSTS SUPPORTING THE SIGN.  A
 JK0009'STANDARD DISK, STAMPED G 77 1935 AND SET IN THE TOP OF A CONCRETE
 JK0009'POST.
 JK0009
 JK0009                          STATION RECOVERY (1973)
 JK0009
 JK0009'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JK0009'MARK NOT FOUND.
 JK0009
 JK0009                          STATION RECOVERY (1985)
 JK0009
 JK0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JK0009'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0110 ***********************************************************************
 JJ0110  DESIGNATION -  G 78
 JJ0110  PID         -  JJ0110
 JJ0110  STATE/COUNTY-  CO/KIOWA
 JJ0110  USGS QUAD   -  TOWNER (1968)
 JJ0110
 JJ0110                         *CURRENT SURVEY CONTROL
 JJ0110  ___________________________________________________________________
 JJ0110* NAD 83(1986)-  38 28 19.     (N)    102 07 29.     (W)     SCALED    
 JJ0110* NAVD 88     -      1207.804  (meters)    3962.60   (feet)  ADJUSTED  
 JJ0110  ___________________________________________________________________
 JJ0110  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 JJ0110  DYNAMIC HT  -        1206.691 (meters)    3958.95  (feet)  COMP
 JJ0110  MODELED GRAV-     979,664.9   (mgal)                       NAVD 88
 JJ0110
 JJ0110  VERT ORDER  -  SECOND    CLASS 0
 JJ0110
 JJ0110.The horizontal coordinates were scaled from a topographic map and have
 JJ0110.an estimated accuracy of +/- 6 seconds.
 JJ0110
 JJ0110.The orthometric height was determined by differential leveling
 JJ0110.and adjusted by the National Geodetic Survey in June 1991..
 JJ0110
 JJ0110.The geoid height was determined by GEOID03.
 JJ0110
 JJ0110.The dynamic height is computed by dividing the NAVD 88
 JJ0110.geopotential number by the normal gravity value computed on the
 JJ0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0110.degrees latitude (g = 980.6199 gals.).
 JJ0110
 JJ0110.The modeled gravity was interpolated from observed gravity values.
 JJ0110
 JJ0110;                    North         East    Units  Estimated Accuracy
 JJ0110;SPC CO S     -   510,490.    1,208,890.      MT  (+/- 180 meters Scaled)
 JJ0110
 JJ0110                          SUPERSEDED SURVEY CONTROL
 JJ0110
 JJ0110  NGVD 29 (??/??/92) 1207.302  (m)         3960.96   (f) ADJ UNCH    2 0
 JJ0110
 JJ0110.Superseded values are not recommended for survey control.
 JJ0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0110.See file dsdata.txt to determine how the superseded data were derived.
 JJ0110
 JJ0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC508620(NAD 83)
 JJ0110_MARKER: DB = BENCH MARK DISK
 JJ0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0110_STAMPING: G 78 1935
 JJ0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0110+STABILITY: SURFACE MOTION
 JJ0110
 JJ0110  HISTORY     - Date     Condition        Report By
 JJ0110  HISTORY     - 1935     MONUMENTED       CGS
 JJ0110  HISTORY     - 1941     GOOD             NGS
 JJ0110  HISTORY     - 1967     MARK NOT FOUND   NGS
 JJ0110  HISTORY     - 19951115 MARK NOT FOUND   CODOT
 JJ0110
 JJ0110                          STATION DESCRIPTION
 JJ0110
 JJ0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0110'2.4 MI W FROM TOWNER.
 JJ0110'TO REACH BENCH MARK FROM THE TOWNER RAILROAD STATION, GO 2.4 MILES
 JJ0110'WEST ALONG THE MISSOURI RAILROAD TO SITE OF BENCH MARK. BENCH MARK
 JJ0110'IS AT A PRIVATE ROAD CROSSING, ABOUT 165.0 FEET EAST OF MILE POLE
 JJ0110'749, 44.0 FEET NORTH OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF
 JJ0110'THE RAILROAD TRACK, 12.0 FEET EAST OF THE CENTERLINE OF A GATE IN
 JJ0110'THE RIGHT OF WAY FENCE, 4.0 FEET SOUTH OF A FENCE, AND 3.0 FEET WEST
 JJ0110'OF A 4 X 4 INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.
 JJ0110'A STANDARD DISK SET IN CONCRETE POST.
 JJ0110
 JJ0110                          STATION RECOVERY (1967)
 JJ0110
 JJ0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 JJ0110'MARK NOT FOUND.
 JJ0110
 JJ0110                          STATION RECOVERY (1995)
 JJ0110
 JJ0110'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (PGG)
 JJ0110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0365 ***********************************************************************
 JJ0365  DESIGNATION -  G 79
 JJ0365  PID         -  JJ0365
 JJ0365  STATE/COUNTY-  CO/LINCOLN
 JJ0365  USGS QUAD   -  ROCK BASIN (1978)
 JJ0365
 JJ0365                         *CURRENT SURVEY CONTROL
 JJ0365  ___________________________________________________________________
 JJ0365* NAD 83(1986)-  38 45 43.     (N)    103 16 27.     (W)     SCALED    
 JJ0365* NAVD 88     -      1410.003  (meters)    4625.98   (feet)  ADJUSTED  
 JJ0365  ___________________________________________________________________
 JJ0365  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 JJ0365  DYNAMIC HT  -        1408.621 (meters)    4621.45  (feet)  COMP
 JJ0365  MODELED GRAV-     979,599.1   (mgal)                       NAVD 88
 JJ0365
 JJ0365  VERT ORDER  -  SECOND    CLASS 0
 JJ0365
 JJ0365.The horizontal coordinates were scaled from a topographic map and have
 JJ0365.an estimated accuracy of +/- 6 seconds.
 JJ0365
 JJ0365.The orthometric height was determined by differential leveling
 JJ0365.and adjusted by the National Geodetic Survey in June 1991..
 JJ0365
 JJ0365.The geoid height was determined by GEOID03.
 JJ0365
 JJ0365.The dynamic height is computed by dividing the NAVD 88
 JJ0365.geopotential number by the normal gravity value computed on the
 JJ0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0365.degrees latitude (g = 980.6199 gals.).
 JJ0365
 JJ0365.The modeled gravity was interpolated from observed gravity values.
 JJ0365
 JJ0365;                    North         East    Units  Estimated Accuracy
 JJ0365;SPC CO C     -   410,250.    1,107,830.      MT  (+/- 180 meters Scaled)
 JJ0365
 JJ0365                          SUPERSEDED SURVEY CONTROL
 JJ0365
 JJ0365  NGVD 29 (??/??/92) 1409.308  (m)         4623.70   (f) ADJ UNCH    2 0
 JJ0365
 JJ0365.Superseded values are not recommended for survey control.
 JJ0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0365.See file dsdata.txt to determine how the superseded data were derived.
 JJ0365
 JJ0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC499917(NAD 83)
 JJ0365_MARKER: DB = BENCH MARK DISK
 JJ0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0365_STAMPING: G 79 1935
 JJ0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0365+STABILITY: SURFACE MOTION
 JJ0365
 JJ0365  HISTORY     - Date     Condition        Report By
 JJ0365  HISTORY     - 1935     MONUMENTED       CGS
 JJ0365  HISTORY     - 1941     GOOD             NGS
 JJ0365  HISTORY     - 1974     GOOD             USGS
 JJ0365
 JJ0365                          STATION DESCRIPTION
 JJ0365
 JJ0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0365'12.9 MI S FROM BOYERO.
 JJ0365'TO REACH FROM THE POST OFFICE IN BOYERO--GO. 1.0 MILE SOUTHERLY
 JJ0365'ALONG STATE HIGHWAY NO.63 TO THE INTERSECTION OF STATE HIGHWAY
 JJ0365'NO.94, THENCE, CONTINUE 11.9 MILES SOUTHERLY ALONG STATE HIGHWAY
 JJ0365'NO.63 TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT 127.0 FEET
 JJ0365'SOUTHEAST OF INTERSECTION OF ROAD LEADING EAST, 56.0 FEET EAST OF
 JJ0365'AND ABOUT 1.0 FOOT ABOVE THE CENTERLINE OF HIGHWAY. IT IS
 JJ0365'34.0 FEET NORTHEAST OF GATE POST AT ANGLE IN FENCE, 3.0 FEET
 JJ0365'SOUTH OF A 4X4-INCH WOODEN MARKER POST AND 1.0 FOOT SOUTHEAST OF
 JJ0365'DIAGONIAL FENCE.  THE MONUMENT PROJECTS 0.6 FOOT.
 JJ0365
 JJ0365                          STATION RECOVERY (1974)
 JJ0365
 JJ0365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0833 ***********************************************************************
 LL0833  DESIGNATION -  G 8
 LL0833  PID         -  LL0833
 LL0833  STATE/COUNTY-  CO/GRAND
 LL0833  USGS QUAD   -  SHADOW MOUNTAIN (1978)
 LL0833
 LL0833                         *CURRENT SURVEY CONTROL
 LL0833  ___________________________________________________________________
 LL0833* NAD 83(1986)-  40 14 44.     (N)    105 49 33.     (W)     SCALED    
 LL0833* NAVD 88     -      2553.525  (meters)    8377.69   (feet)  ADJUSTED  
 LL0833  ___________________________________________________________________
 LL0833  GEOID HEIGHT-         -12.04  (meters)                     GEOID03
 LL0833  DYNAMIC HT  -        2550.701 (meters)    8368.42  (feet)  COMP
 LL0833  MODELED GRAV-     979,427.2   (mgal)                       NAVD 88
 LL0833
 LL0833  VERT ORDER  -  SECOND    CLASS 0
 LL0833
 LL0833.The horizontal coordinates were scaled from a topographic map and have
 LL0833.an estimated accuracy of +/- 6 seconds.
 LL0833
 LL0833.The orthometric height was determined by differential leveling
 LL0833.and adjusted by the National Geodetic Survey in June 1991..
 LL0833
 LL0833.The geoid height was determined by GEOID03.
 LL0833
 LL0833.The dynamic height is computed by dividing the NAVD 88
 LL0833.geopotential number by the normal gravity value computed on the
 LL0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0833.degrees latitude (g = 980.6199 gals.).
 LL0833
 LL0833.The modeled gravity was interpolated from observed gravity values.
 LL0833
 LL0833;                    North         East    Units  Estimated Accuracy
 LL0833;SPC CO N     -   406,140.      886,680.      MT  (+/- 180 meters Scaled)
 LL0833
 LL0833                          SUPERSEDED SURVEY CONTROL
 LL0833
 LL0833  NGVD 29 (??/??/92) 2552.136  (m)         8373.13   (f) ADJ UNCH    2 0
 LL0833
 LL0833.Superseded values are not recommended for survey control.
 LL0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0833.See file dsdata.txt to determine how the superseded data were derived.
 LL0833
 LL0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE297553(NAD 83)
 LL0833_MARKER: DD = SURVEY DISK
 LL0833_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LL0833_SP_SET: LARGE ROCK
 LL0833_STAMPING: BM 8 8374 1935
 LL0833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0833
 LL0833  HISTORY     - Date     Condition        Report By
 LL0833  HISTORY     - 1935     MONUMENTED       BOR
 LL0833  HISTORY     - 1938     GOOD             NGS
 LL0833
 LL0833                          STATION DESCRIPTION
 LL0833
 LL0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 LL0833'AT GRAND LAKE.
 LL0833'AT GRAND LAKE, GRAND COUNTY SE 1/4 NE 1/4 SEC. 6, T. 3 N., R. 75 W.,
 LL0833'SIXTH PRINCIPAL MERIDAN, ON THE NORTH SIDE OF THE OUTLET TO GRAND
 LL0833'LAKE, 250 FEET NORTH OF THE OUTLET, 35 FEET WEST OF THE SHORE, AND
 LL0833'ON THE TOP OF A LARGE GRANITE ROCK.  A UNITED STATES BUREAU OF
 LL0833'RECLAMATION STANDARD DISK, STAMPED BM 8 8374 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3634 ***********************************************************************
 AA3634  DESIGNATION -  G 80 RESET
 AA3634  PID         -  AA3634
 AA3634  STATE/COUNTY-  CO/CROWLEY
 AA3634  USGS QUAD   -  SUGAR CITY (1976)
 AA3634
 AA3634                         *CURRENT SURVEY CONTROL
 AA3634  ___________________________________________________________________
 AA3634* NAD 83(1986)-  38 14 45.     (N)    103 44 53.     (W)     SCALED    
 AA3634* NAVD 88     -      1335.23   (+/-2cm)    4380.7    (feet)  VERTCON   
 AA3634  ___________________________________________________________________
 AA3634  GEOID HEIGHT-         -21.50  (meters)                     GEOID03
 AA3634
 AA3634  VERT ORDER  -  THIRD (See Below)
 AA3634
 AA3634.The horizontal coordinates were scaled from a topographic map and have
 AA3634.an estimated accuracy of +/- 6 seconds.
 AA3634
 AA3634.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3634.The vertical order pertains to the NGVD 29 superseded value.
 AA3634
 AA3634.The geoid height was determined by GEOID03.
 AA3634
 AA3634;                    North         East    Units  Estimated Accuracy
 AA3634;SPC CO S     -   481,500.    1,067,750.      MT  (+/- 180 meters Scaled)
 AA3634
 AA3634                          SUPERSEDED SURVEY CONTROL
 AA3634
 AA3634  NGVD 29 (03/28/06) 1334.54   (m)         4378.4    (f) RESET       3  
 AA3634
 AA3634.Superseded values are not recommended for survey control.
 AA3634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3634.See file dsdata.txt to determine how the superseded data were derived.
 AA3634
 AA3634_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC095338(NAD 83)
 AA3634_MARKER: DV = VERTICAL CONTROL DISK
 AA3634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3634_STAMPING: G 80 RESET 1976
 AA3634_MARK LOGO: NGS   
 AA3634_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3634+STABILITY: SURFACE MOTION
 AA3634
 AA3634  HISTORY     - Date     Condition        Report By
 AA3634  HISTORY     - 1976     MONUMENTED       CODH
 AA3634
 AA3634                          STATION DESCRIPTION
 AA3634
 AA3634'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1976 (RW)
 AA3634'2.0 MILES (3.2 KM) NORTH ALONG STATE HIGHWAY 71 AND 96 IN ORDWAY,
 AA3634'ABOUT 0.2 MILES (0.3 KM) SOUTH OF RESERVOIR WEST OF HIGHWAY ABOUT 0.2
 AA3634'MILES (0.3 KM) NORTH OF LARGE RED BRICK FARMHOUSE AT ROAD CROSSING, 43
 AA3634'FEET (13.1 M) EAST OF CENTERLINE OF HIGHWAY AND 1 FOOT (0.3 M) WEST OF
 AA3634'WHITE AND ORANGE METAL WITNESS POST, 3 FEET (0.9 M) LOWER THAN
 AA3634'HIGHWAY, PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0595 ***********************************************************************
 JJ0595  DESIGNATION -  G 81
 JJ0595  PID         -  JJ0595
 JJ0595  STATE/COUNTY-  CO/LINCOLN
 JJ0595  USGS QUAD   -  PUNKIN CENTER (1977)
 JJ0595
 JJ0595                         *CURRENT SURVEY CONTROL
 JJ0595  ___________________________________________________________________
 JJ0595* NAD 83(1986)-  38 52 00.     (N)    103 42 02.     (W)     SCALED    
 JJ0595* NAVD 88     -      1639.443  (meters)    5378.74   (feet)  ADJUSTED  
 JJ0595  ___________________________________________________________________
 JJ0595  GEOID HEIGHT-         -20.40  (meters)                     GEOID03
 JJ0595  DYNAMIC HT  -        1637.796 (meters)    5373.34  (feet)  COMP
 JJ0595  MODELED GRAV-     979,565.1   (mgal)                       NAVD 88
 JJ0595
 JJ0595  VERT ORDER  -  SECOND    CLASS 0
 JJ0595
 JJ0595.The horizontal coordinates were scaled from a topographic map and have
 JJ0595.an estimated accuracy of +/- 6 seconds.
 JJ0595
 JJ0595.The orthometric height was determined by differential leveling
 JJ0595.and adjusted by the National Geodetic Survey in June 1991..
 JJ0595
 JJ0595.The geoid height was determined by GEOID03.
 JJ0595
 JJ0595.The dynamic height is computed by dividing the NAVD 88
 JJ0595.geopotential number by the normal gravity value computed on the
 JJ0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0595.degrees latitude (g = 980.6199 gals.).
 JJ0595
 JJ0595.The modeled gravity was interpolated from observed gravity values.
 JJ0595
 JJ0595;                    North         East    Units  Estimated Accuracy
 JJ0595;SPC CO C     -   421,050.    1,070,550.      MT  (+/- 180 meters Scaled)
 JJ0595
 JJ0595                          SUPERSEDED SURVEY CONTROL
 JJ0595
 JJ0595  NGVD 29 (??/??/92) 1638.654  (m)         5376.15   (f) ADJ UNCH    2 0
 JJ0595
 JJ0595.Superseded values are not recommended for survey control.
 JJ0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0595.See file dsdata.txt to determine how the superseded data were derived.
 JJ0595
 JJ0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD127027(NAD 83)
 JJ0595_MARKER: DB = BENCH MARK DISK
 JJ0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0595_STAMPING: G 81 1935
 JJ0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0595+STABILITY: SURFACE MOTION
 JJ0595
 JJ0595  HISTORY     - Date     Condition        Report By
 JJ0595  HISTORY     - 1935     MONUMENTED       CGS
 JJ0595  HISTORY     - 1950     MARK NOT FOUND   LOCENG
 JJ0595
 JJ0595                          STATION DESCRIPTION
 JJ0595
 JJ0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JJ0595'14 MI N FROM FORDER.
 JJ0595'14.0 MI. N OF FOSTER ALONG ST HWY 71, ABOUT 1.0 MI. N. OF THE
 JJ0595'INTERSECTION WITH STATE 94, ABOUT 42 FT. N. OF THE CENTER LINE OF A
 JJ0595'ROAD LEADING W., ABOUT 33 FT. W. OF THE CENTER LINE OF THE HWY. AND
 JJ0595'3 FT. W. OF FENCE LINE.
 JJ0595
 JJ0595                          STATION RECOVERY (1950)
 JJ0595
 JJ0595'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1950
 JJ0595'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0459 ***********************************************************************
 JJ0459  DESIGNATION -  G 83
 JJ0459  PID         -  JJ0459
 JJ0459  STATE/COUNTY-  CO/KIOWA
 JJ0459  USGS QUAD   -  HASWELL (1974)
 JJ0459
 JJ0459                         *CURRENT SURVEY CONTROL
 JJ0459  ___________________________________________________________________
 JJ0459* NAD 83(1986)-  38 26 16.     (N)    103 14 01.     (W)     SCALED    
 JJ0459* NAVD 88     -      1347.402  (meters)    4420.60   (feet)  ADJUSTED  
 JJ0459  ___________________________________________________________________
 JJ0459  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 JJ0459  DYNAMIC HT  -        1346.068 (meters)    4416.22  (feet)  COMP
 JJ0459  MODELED GRAV-     979,592.4   (mgal)                       NAVD 88
 JJ0459
 JJ0459  VERT ORDER  -  SECOND    CLASS 0
 JJ0459
 JJ0459.The horizontal coordinates were scaled from a topographic map and have
 JJ0459.an estimated accuracy of +/- 6 seconds.
 JJ0459
 JJ0459.The orthometric height was determined by differential leveling
 JJ0459.and adjusted by the National Geodetic Survey in June 1991..
 JJ0459
 JJ0459.The geoid height was determined by GEOID03.
 JJ0459
 JJ0459.The dynamic height is computed by dividing the NAVD 88
 JJ0459.geopotential number by the normal gravity value computed on the
 JJ0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0459.degrees latitude (g = 980.6199 gals.).
 JJ0459
 JJ0459.The modeled gravity was interpolated from observed gravity values.
 JJ0459
 JJ0459;                    North         East    Units  Estimated Accuracy
 JJ0459;SPC CO S     -   503,770.    1,112,260.      MT  (+/- 180 meters Scaled)
 JJ0459
 JJ0459                          SUPERSEDED SURVEY CONTROL
 JJ0459
 JJ0459  NGVD 29 (??/??/92) 1346.748  (m)         4418.46   (f) ADJ UNCH    2 0
 JJ0459
 JJ0459.Superseded values are not recommended for survey control.
 JJ0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0459.See file dsdata.txt to determine how the superseded data were derived.
 JJ0459
 JJ0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC541558(NAD 83)
 JJ0459_MARKER: DB = BENCH MARK DISK
 JJ0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0459_STAMPING: G 83 1935
 JJ0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0459+STABILITY: SURFACE MOTION
 JJ0459
 JJ0459  HISTORY     - Date     Condition        Report By
 JJ0459  HISTORY     - 1935     MONUMENTED       CGS
 JJ0459  HISTORY     - 1941     GOOD             NGS
 JJ0459  HISTORY     - 1974     MARK NOT FOUND   USGS
 JJ0459  HISTORY     - 19951115 MARK NOT FOUND   CODOT
 JJ0459
 JJ0459                          STATION DESCRIPTION
 JJ0459
 JJ0459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0459'27 MI W FROM EADS.
 JJ0459'27.0 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 JJ0459'AT EADS, KIOWA COUNTY, AT MILEAGE POLE 811-29, 300 FEET WEST OF A
 JJ0459'WOODEN TRESTLE, 45 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 45
 JJ0459'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 96, 4 FEET NORTH OF
 JJ0459'A FENCE LINE, 3 FEET WEST OF A WHITE WOODEN WITNESS POST, AND LEVEL
 JJ0459'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED G 83 1935 AND SET IN
 JJ0459'THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE GROUND.
 JJ0459
 JJ0459                          STATION RECOVERY (1974)
 JJ0459
 JJ0459'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0459'MARK NOT FOUND.
 JJ0459
 JJ0459                          STATION RECOVERY (1995)
 JJ0459
 JJ0459'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (PGG)
 JJ0459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0333 ***********************************************************************
 JJ0333  DESIGNATION -  G 84
 JJ0333  PID         -  JJ0333
 JJ0333  STATE/COUNTY-  CO/LINCOLN
 JJ0333  USGS QUAD   -  BECKMAN LAKE (1978)
 JJ0333
 JJ0333                         *CURRENT SURVEY CONTROL
 JJ0333  ___________________________________________________________________
 JJ0333* NAD 83(1986)-  38 52 48.     (N)    103 30 55.     (W)     SCALED    
 JJ0333* NAVD 88     -      1533.706  (meters)    5031.83   (feet)  ADJUSTED  
 JJ0333  ___________________________________________________________________
 JJ0333  GEOID HEIGHT-         -20.92  (meters)                     GEOID03
 JJ0333  DYNAMIC HT  -        1532.197 (meters)    5026.88  (feet)  COMP
 JJ0333  MODELED GRAV-     979,590.4   (mgal)                       NAVD 88
 JJ0333
 JJ0333  VERT ORDER  -  SECOND    CLASS 0
 JJ0333
 JJ0333.The horizontal coordinates were scaled from a topographic map and have
 JJ0333.an estimated accuracy of +/- 6 seconds.
 JJ0333
 JJ0333.The orthometric height was determined by differential leveling
 JJ0333.and adjusted by the National Geodetic Survey in June 1991..
 JJ0333
 JJ0333.The geoid height was determined by GEOID03.
 JJ0333
 JJ0333.The dynamic height is computed by dividing the NAVD 88
 JJ0333.geopotential number by the normal gravity value computed on the
 JJ0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0333.degrees latitude (g = 980.6199 gals.).
 JJ0333
 JJ0333.The modeled gravity was interpolated from observed gravity values.
 JJ0333
 JJ0333;                    North         East    Units  Estimated Accuracy
 JJ0333;SPC CO C     -   422,870.    1,086,600.      MT  (+/- 180 meters Scaled)
 JJ0333
 JJ0333                          SUPERSEDED SURVEY CONTROL
 JJ0333
 JJ0333  NGVD 29 (??/??/92) 1532.962  (m)         5029.39   (f) ADJ UNCH    2 0
 JJ0333
 JJ0333.Superseded values are not recommended for survey control.
 JJ0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0333.See file dsdata.txt to determine how the superseded data were derived.
 JJ0333
 JJ0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD287045(NAD 83)
 JJ0333_MARKER: DB = BENCH MARK DISK
 JJ0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0333_STAMPING: G 84 1935
 JJ0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0333+STABILITY: SURFACE MOTION
 JJ0333
 JJ0333  HISTORY     - Date     Condition        Report By
 JJ0333  HISTORY     - 1935     MONUMENTED       CGS
 JJ0333  HISTORY     - 1974     MARK NOT FOUND   USGS
 JJ0333
 JJ0333                          STATION DESCRIPTION
 JJ0333
 JJ0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JJ0333'17.3 MI SW FROM BOYERO.
 JJ0333'17.3 MILES SOUTHWEST ALONG STATE HIGHWAY 94 FROM A CROSSING OF THE
 JJ0333'UNION PACIFIC RAILROAD AT BOYERO, ABOUT 3/4 MILE NORTH OF A
 JJ0333'BRIDGE, AT THE TOP OF A HILL, 45 FEET EAST OF THE CENTERLINE OF
 JJ0333'THE HIGHWAY, 15 FEET EAST  OF A FENCE CORNER, AND 2 FEET SOUTH OF
 JJ0333'A FENCE.  A STANDARD DISK, STAMPED G 84 1935 AND SET IN THE TOP OF
 JJ0333'A CONCRETE POST
 JJ0333
 JJ0333                          STATION RECOVERY (1974)
 JJ0333
 JJ0333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0141 ***********************************************************************
 HJ0141  DESIGNATION -  G 85
 HJ0141  PID         -  HJ0141
 HJ0141  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0141  USGS QUAD   -  BOX RANCH (1972)
 HJ0141
 HJ0141                         *CURRENT SURVEY CONTROL
 HJ0141  ___________________________________________________________________
 HJ0141* NAD 83(1986)-  37 08 48.     (N)    103 47 40.     (W)     SCALED    
 HJ0141* NAVD 88     -      1751.922  (meters)    5747.76   (feet)  ADJUSTED  
 HJ0141  ___________________________________________________________________
 HJ0141  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 HJ0141  DYNAMIC HT  -        1749.864 (meters)    5741.01  (feet)  COMP
 HJ0141  MODELED GRAV-     979,393.8   (mgal)                       NAVD 88
 HJ0141
 HJ0141  VERT ORDER  -  SECOND    CLASS 0
 HJ0141
 HJ0141.The horizontal coordinates were scaled from a topographic map and have
 HJ0141.an estimated accuracy of +/- 6 seconds.
 HJ0141
 HJ0141.The orthometric height was determined by differential leveling
 HJ0141.and adjusted by the National Geodetic Survey in June 1991..
 HJ0141
 HJ0141.The geoid height was determined by GEOID03.
 HJ0141
 HJ0141.The dynamic height is computed by dividing the NAVD 88
 HJ0141.geopotential number by the normal gravity value computed on the
 HJ0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0141.degrees latitude (g = 980.6199 gals.).
 HJ0141
 HJ0141.The modeled gravity was interpolated from observed gravity values.
 HJ0141
 HJ0141;                    North         East    Units  Estimated Accuracy
 HJ0141;SPC CO S     -   359,460.    1,065,920.      MT  (+/- 180 meters Scaled)
 HJ0141
 HJ0141                          SUPERSEDED SURVEY CONTROL
 HJ0141
 HJ0141  NGVD 29 (??/??/92) 1750.996  (m)         5744.73   (f) ADJ UNCH    2 0
 HJ0141
 HJ0141.Superseded values are not recommended for survey control.
 HJ0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0141.See file dsdata.txt to determine how the superseded data were derived.
 HJ0141
 HJ0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB070118(NAD 83)
 HJ0141_MARKER: DB = BENCH MARK DISK
 HJ0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0141_STAMPING: G 85 1935
 HJ0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0141+STABILITY: SURFACE MOTION
 HJ0141
 HJ0141  HISTORY     - Date     Condition        Report By
 HJ0141  HISTORY     - 1935     MONUMENTED       CGS
 HJ0141  HISTORY     - 1972     GOOD             USGS
 HJ0141
 HJ0141                          STATION DESCRIPTION
 HJ0141
 HJ0141'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 HJ0141'13.6 MI NE FROM BRANSON.
 HJ0141'ABOUT 8.7 MILES NORTH ALONG STATE HIGHWAY 389 FROM THE POST OFFICE
 HJ0141'AT BRANSON, LAS ANIMAS COUNTY, THENCE 4.9 MILES EAST ALONG A
 HJ0141'PASTURE ROAD (OLD U.S. HWY 160), ABOUT 0.4 MILES SOUTHEAST ALONG A
 HJ0141'FENCE FROM A WINDMILL, NEAR THE CORNER OF SECTIONS 21, 22, 27, 28,
 HJ0141'T 33 S, R 57 W, 28 FEET SOUTH OF CENTERLINE OF OLD HIGHWAY, 5 FEET
 HJ0141'NORTHEAST OF A FENCE CORNER, 3 FEET NORTH OF A GATE, SET IN THE
 HJ0141'TOP OF A CONCRETE POST, A STANDARD DISK STAMPED G 85 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0010 ***********************************************************************
 HJ0010  DESIGNATION -  G 87
 HJ0010  PID         -  HJ0010
 HJ0010  STATE/COUNTY-  CO/BACA
 HJ0010  USGS QUAD   -  WALSH (1978)
 HJ0010
 HJ0010                         *CURRENT SURVEY CONTROL
 HJ0010  ___________________________________________________________________
 HJ0010* NAD 83(1986)-  37 22 51.     (N)    102 20 18.     (W)     SCALED    
 HJ0010* NAVD 88     -      1223.737  (meters)    4014.88   (feet)  POSTED    
 HJ0010  ___________________________________________________________________
 HJ0010  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 HJ0010  DYNAMIC HT  -        1222.480 (meters)    4010.75  (feet)  COMP
 HJ0010  MODELED GRAV-     979,560.6   (mgal)                       NAVD 88
 HJ0010
 HJ0010  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 HJ0010
 HJ0010.The horizontal coordinates were scaled from a topographic map and have
 HJ0010.an estimated accuracy of +/- 6 seconds.
 HJ0010
 HJ0010.The orthometric height was determined by differential leveling
 HJ0010.and adjusted by the National Geodetic Survey in 1992..
 HJ0010.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 HJ0010.rate of 3.1 thru 4.0 mm/km.
 HJ0010
 HJ0010.The geoid height was determined by GEOID03.
 HJ0010
 HJ0010.The dynamic height is computed by dividing the NAVD 88
 HJ0010.geopotential number by the normal gravity value computed on the
 HJ0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0010.degrees latitude (g = 980.6199 gals.).
 HJ0010
 HJ0010.The modeled gravity was interpolated from observed gravity values.
 HJ0010
 HJ0010;                    North         East    Units  Estimated Accuracy
 HJ0010;SPC CO S     -   388,800.    1,194,360.      MT  (+/- 180 meters Scaled)
 HJ0010
 HJ0010                          SUPERSEDED SURVEY CONTROL
 HJ0010
 HJ0010  NGVD 29 (??/??/92) 1223.246  (m)         4013.27   (f) ADJ UNCH    2 0
 HJ0010
 HJ0010.Superseded values are not recommended for survey control.
 HJ0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0010.See file dsdata.txt to determine how the superseded data were derived.
 HJ0010
 HJ0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB356404(NAD 83)
 HJ0010_MARKER: DB = BENCH MARK DISK
 HJ0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0010_STAMPING: G 87 1935
 HJ0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0010+STABILITY: SURFACE MOTION
 HJ0010
 HJ0010  HISTORY     - Date     Condition        Report By
 HJ0010  HISTORY     - 1935     MONUMENTED       CGS
 HJ0010  HISTORY     - 1941     GOOD             NGS
 HJ0010
 HJ0010                          STATION DESCRIPTION
 HJ0010
 HJ0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 HJ0010'3.5 MI W FROM WALSH.
 HJ0010'TO REACH BENCH MARK FROM THE WALSH RAILROAD STATION, GO 3.5
 HJ0010'MILES WEST ALONG THE ATCHISON TOPEKA AND SANTE FE RAILROAD
 HJ0010'STATION TO SITE OF BENCH MARK.  BENCH MARK IS DIRECTLY ACROSS
 HJ0010'THE TRACK FROM MILE POLE 80, 98.0 FEET NORTH OF AND ABOUT
 HJ0010'2.0 FEET BELOW THE CENTERLINE OF THE RAILROAD TRACK, 86.0
 HJ0010'FEET NORTHWEST OF THE IRON MILE POST, 3.0 FEET EAST OF A 4 X 4
 HJ0010'INCH WOODEN MARKER POST, AND 2.0 FEET SOUTH OF THE RIGHT OF
 HJ0010'WAY FENCE.  A STANDARD DISK SET IN CONCRETE POST PROJECTING
 HJ0010'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0041 ***********************************************************************
 HJ0041  DESIGNATION -  G 88
 HJ0041  PID         -  HJ0041
 HJ0041  STATE/COUNTY-  CO/BACA
 HJ0041  USGS QUAD   -  WALSH SE (1978)
 HJ0041
 HJ0041                         *CURRENT SURVEY CONTROL
 HJ0041  ___________________________________________________________________
 HJ0041* NAD 83(1986)-  37 22 03.     (N)    102 16 36.     (W)     SCALED    
 HJ0041* NAVD 88     -      1202.263  (meters)    3944.42   (feet)  ADJUSTED  
 HJ0041  ___________________________________________________________________
 HJ0041  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 HJ0041  DYNAMIC HT  -        1201.033 (meters)    3940.39  (feet)  COMP
 HJ0041  MODELED GRAV-     979,566.0   (mgal)                       NAVD 88
 HJ0041
 HJ0041  VERT ORDER  -  SECOND    CLASS 0
 HJ0041
 HJ0041.The horizontal coordinates were scaled from a topographic map and have
 HJ0041.an estimated accuracy of +/- 6 seconds.
 HJ0041
 HJ0041.The orthometric height was determined by differential leveling
 HJ0041.and adjusted by the National Geodetic Survey in June 1991..
 HJ0041
 HJ0041.The geoid height was determined by GEOID03.
 HJ0041
 HJ0041.The dynamic height is computed by dividing the NAVD 88
 HJ0041.geopotential number by the normal gravity value computed on the
 HJ0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0041.degrees latitude (g = 980.6199 gals.).
 HJ0041
 HJ0041.The modeled gravity was interpolated from observed gravity values.
 HJ0041
 HJ0041;                    North         East    Units  Estimated Accuracy
 HJ0041;SPC CO S     -   387,510.    1,199,870.      MT  (+/- 180 meters Scaled)
 HJ0041
 HJ0041                          SUPERSEDED SURVEY CONTROL
 HJ0041
 HJ0041  NGVD 29 (??/??/92) 1201.796  (m)         3942.89   (f) ADJ UNCH    2 0
 HJ0041
 HJ0041.Superseded values are not recommended for survey control.
 HJ0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0041.See file dsdata.txt to determine how the superseded data were derived.
 HJ0041
 HJ0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB411391(NAD 83)
 HJ0041_MARKER: DB = BENCH MARK DISK
 HJ0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0041_STAMPING: G 88 1935
 HJ0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0041+STABILITY: SURFACE MOTION
 HJ0041
 HJ0041  HISTORY     - Date     Condition        Report By
 HJ0041  HISTORY     - 1935     MONUMENTED       CGS
 HJ0041  HISTORY     - 1941     GOOD             NGS
 HJ0041  HISTORY     - 1973     MARK NOT FOUND   NGS
 HJ0041
 HJ0041                          STATION DESCRIPTION
 HJ0041
 HJ0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 HJ0041'1.5 MI S FROM WALSH.
 HJ0041'TO REACH BENCH MARK FROM THE WALSH RAILROAD STATION, GO 1.5 MILES
 HJ0041'SOUTH ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD STATION TO SITE
 HJ0041'OF BENCH MARK.  BENCH MARK IS AT A CROSS ROAD, 34.0 FEET EAST OF
 HJ0041'AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF STATE HIGHWAY 51, 30.0
 HJ0041'FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 3.0 FEET
 HJ0041'NORTHEAST OF A FENCE CORNER, AND 2.0 FEET EAST OF A 4 X 4 INCH
 HJ0041'WOODEN MARKER POST.  A STANDARD DISK SET IN CONCRETE POST PROJECTING
 HJ0041'0.2 FOOT.
 HJ0041
 HJ0041                          STATION RECOVERY (1973)
 HJ0041
 HJ0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HJ0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0116 ***********************************************************************
 HJ0116  DESIGNATION -  G 89
 HJ0116  PID         -  HJ0116
 HJ0116  STATE/COUNTY-  CO/BENT
 HJ0116  USGS QUAD   -  GILPIN (1966)
 HJ0116
 HJ0116                         *CURRENT SURVEY CONTROL
 HJ0116  ___________________________________________________________________
 HJ0116* NAD 83(1986)-  37 56 22.     (N)    103 11 54.     (W)     SCALED    
 HJ0116* NAVD 88     -      1292.594  (meters)    4240.79   (feet)  ADJUSTED  
 HJ0116  ___________________________________________________________________
 HJ0116  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 HJ0116  DYNAMIC HT  -        1291.289 (meters)    4236.50  (feet)  COMP
 HJ0116  MODELED GRAV-     979,574.9   (mgal)                       NAVD 88
 HJ0116
 HJ0116  VERT ORDER  -  SECOND    CLASS 0
 HJ0116
 HJ0116.The horizontal coordinates were scaled from a topographic map and have
 HJ0116.an estimated accuracy of +/- 6 seconds.
 HJ0116
 HJ0116.The orthometric height was determined by differential leveling
 HJ0116.and adjusted by the National Geodetic Survey in June 1991..
 HJ0116
 HJ0116.The geoid height was determined by GEOID03.
 HJ0116
 HJ0116.The dynamic height is computed by dividing the NAVD 88
 HJ0116.geopotential number by the normal gravity value computed on the
 HJ0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0116.degrees latitude (g = 980.6199 gals.).
 HJ0116
 HJ0116.The modeled gravity was interpolated from observed gravity values.
 HJ0116
 HJ0116;                    North         East    Units  Estimated Accuracy
 HJ0116;SPC CO S     -   448,550.    1,116,700.      MT  (+/- 180 meters Scaled)
 HJ0116
 HJ0116                          SUPERSEDED SURVEY CONTROL
 HJ0116
 HJ0116  NGVD 29 (??/??/92) 1291.939  (m)         4238.64   (f) ADJ UNCH    2 0
 HJ0116
 HJ0116.Superseded values are not recommended for survey control.
 HJ0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0116.See file dsdata.txt to determine how the superseded data were derived.
 HJ0116
 HJ0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC583006(NAD 83)
 HJ0116_MARKER: DB = BENCH MARK DISK
 HJ0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0116_STAMPING: G 89 1935
 HJ0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0116+STABILITY: SURFACE MOTION
 HJ0116
 HJ0116  HISTORY     - Date     Condition        Report By
 HJ0116  HISTORY     - 1935     MONUMENTED       CGS
 HJ0116  HISTORY     - 1965     MARK NOT FOUND   NGS
 HJ0116
 HJ0116                          STATION DESCRIPTION
 HJ0116
 HJ0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HJ0116'9.5 MI S FROM LAS ANIMAS.
 HJ0116'ABOUT 9.5 MILES SOUTH ALONG STATE HIGHWAY 101 FROM LAS ANIMAS,
 HJ0116'BENT COUNTY, AT THE JUNCTION OF A ROAD LEADING WEST, 23 FEET SOUTH
 HJ0116'OF THE CENTER LINE OF THE ROAD, AND ABOUT 58 FEET WEST OF THE
 HJ0116'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED G 89 1935
 HJ0116'AND SET IN THE TOP OF A CONCRETE POST.
 HJ0116
 HJ0116                          STATION RECOVERY (1965)
 HJ0116
 HJ0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HJ0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0299 ***********************************************************************
 JL0299  DESIGNATION -  G 9
 JL0299  PID         -  JL0299
 JL0299  STATE/COUNTY-  CO/GUNNISON
 JL0299  USGS QUAD   -  CARPENTER RIDGE (1982)
 JL0299
 JL0299                         *CURRENT SURVEY CONTROL
 JL0299  ___________________________________________________________________
 JL0299* NAD 83(1986)-  38 27 52.     (N)    107 08 23.     (W)     SCALED    
 JL0299* NAVD 88     -      2257.298  (meters)    7405.82   (feet)  POSTED    
 JL0299  ___________________________________________________________________
 JL0299  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 JL0299  DYNAMIC HT  -        2254.530 (meters)    7396.74  (feet)  COMP
 JL0299  MODELED GRAV-     979,323.6   (mgal)                       NAVD 88
 JL0299
 JL0299  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JL0299
 JL0299.The horizontal coordinates were scaled from a topographic map and have
 JL0299.an estimated accuracy of +/- 6 seconds.
 JL0299
 JL0299.The orthometric height was determined by differential leveling
 JL0299.and adjusted by the National Geodetic Survey in 1992..
 JL0299.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JL0299.rate of 0.0 thru 1.0 mm/km.
 JL0299
 JL0299.The geoid height was determined by GEOID03.
 JL0299
 JL0299.The dynamic height is computed by dividing the NAVD 88
 JL0299.geopotential number by the normal gravity value computed on the
 JL0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0299.degrees latitude (g = 980.6199 gals.).
 JL0299
 JL0299.The modeled gravity was interpolated from observed gravity values.
 JL0299
 JL0299;                    North         East    Units  Estimated Accuracy
 JL0299;SPC CO C     -   376,150.      771,300.      MT  (+/- 180 meters Scaled)
 JL0299
 JL0299                          SUPERSEDED SURVEY CONTROL
 JL0299
 JL0299  NGVD 29 (??/??/92) 2255.785  (m)         7400.85   (f) ADJ UNCH    1 2
 JL0299
 JL0299.Superseded values are not recommended for survey control.
 JL0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0299.See file dsdata.txt to determine how the superseded data were derived.
 JL0299
 JL0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC133595(NAD 83)
 JL0299_MARKER: DB = BENCH MARK DISK
 JL0299_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JL0299_SP_SET: UNSPEC ROCK
 JL0299_STAMPING: 7400.855 G 9 1926
 JL0299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0299
 JL0299  HISTORY     - Date     Condition        Report By
 JL0299  HISTORY     - 1926     MONUMENTED       CGS
 JL0299  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0299
 JL0299                          STATION DESCRIPTION
 JL0299
 JL0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 JL0299'12.0 MI E FROM SAPINERO.
 JL0299'12.0 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JL0299'THE STATION AT SAPINERO, GUNNISON COUNTY, 98 FEET EAST OF MILEPOST
 JL0299'D-302, 100 FEET SOUTH OF THE TRACK, 4-1/2 FEET HIGHER THAN THE TRACK,
 JL0299'AND IN ROCK PROJECTING ABOUT 3 FEET ABOVE GROUND.  A STANDARD DISK,
 JL0299'STAMPED 7400.855 G 9 1926.
 JL0299
 JL0299                          STATION RECOVERY (1984)
 JL0299
 JL0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0299'THIS LOCATION IS NOW THE BLUE MESA RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0054 ***********************************************************************
 JJ0054  DESIGNATION -  G 90
 JJ0054  PID         -  JJ0054
 JJ0054  STATE/COUNTY-  CO/CHEYENNE
 JJ0054  USGS QUAD   -  SOUTH OF CHEYENNE WELLS (1982)
 JJ0054
 JJ0054                         *CURRENT SURVEY CONTROL
 JJ0054  ___________________________________________________________________
 JJ0054* NAD 83(1986)-  38 44 04.     (N)    102 19 54.     (W)     SCALED    
 JJ0054* NAVD 88     -      1292.426  (meters)    4240.23   (feet)  ADJUSTED  
 JJ0054  ___________________________________________________________________
 JJ0054  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 JJ0054  DYNAMIC HT  -        1291.240 (meters)    4236.34  (feet)  COMP
 JJ0054  MODELED GRAV-     979,665.0   (mgal)                       NAVD 88
 JJ0054
 JJ0054  VERT ORDER  -  SECOND    CLASS 0
 JJ0054
 JJ0054.The horizontal coordinates were scaled from a topographic map and have
 JJ0054.an estimated accuracy of +/- 6 seconds.
 JJ0054
 JJ0054.The orthometric height was determined by differential leveling
 JJ0054.and adjusted by the National Geodetic Survey in June 1991..
 JJ0054
 JJ0054.The geoid height was determined by GEOID03.
 JJ0054
 JJ0054.The dynamic height is computed by dividing the NAVD 88
 JJ0054.geopotential number by the normal gravity value computed on the
 JJ0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0054.degrees latitude (g = 980.6199 gals.).
 JJ0054
 JJ0054.The modeled gravity was interpolated from observed gravity values.
 JJ0054
 JJ0054;                    North         East    Units  Estimated Accuracy
 JJ0054;SPC CO C     -   409,630.    1,189,820.      MT  (+/- 180 meters Scaled)
 JJ0054
 JJ0054                          SUPERSEDED SURVEY CONTROL
 JJ0054
 JJ0054  NGVD 29 (??/??/92) 1291.912  (m)         4238.55   (f) ADJ UNCH    2 0
 JJ0054
 JJ0054.Superseded values are not recommended for survey control.
 JJ0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0054.See file dsdata.txt to determine how the superseded data were derived.
 JJ0054
 JJ0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC319906(NAD 83)
 JJ0054_MARKER: DB = BENCH MARK DISK
 JJ0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0054_STAMPING: G 90 1935
 JJ0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0054+STABILITY: SURFACE MOTION
 JJ0054
 JJ0054  HISTORY     - Date     Condition        Report By
 JJ0054  HISTORY     - 1935     MONUMENTED       CGS
 JJ0054  HISTORY     - 1941     GOOD             NGS
 JJ0054
 JJ0054                          STATION DESCRIPTION
 JJ0054
 JJ0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0054'7 MI S FROM CHEYENNE WELLS.
 JJ0054'TO REACH FROM THE COUNTY COURT HOUSE IN CHEYENNE WELLS-- GO 1.0
 JJ0054'MILE EAST ALONG U.S. HIGHWAY NO. 40 TO THE INTERSECTION OF STATE
 JJ0054'HIGHWAY NO. 51, THENCE, GO 6.0 MILES SOUTHERLY ALONG STATE HIGHWAY
 JJ0054'NO. 51 TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.4 MILE SOUTH
 JJ0054'OF THE INTERSECTION OF CROSS ROAD, ABOUT 0.2 MILE NORTH OF
 JJ0054'INTERSECTION OF RANCH ROAD AND ABOUT 247.0 FEET SOUTH OF THE SOUTH
 JJ0054'END OF WOODEN BRIDGE.  IT IS 45.0 FEET EAST OF AND ABOUT THE SAME
 JJ0054'ELEVATION AS THE CENTERLINE OF THE HIGHWAY, 6.0 FEET EAST OF A
 JJ0054'FENCE AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  THE
 JJ0054'MONUMENT PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0170 ***********************************************************************
 JJ0170  DESIGNATION -  G 92
 JJ0170  PID         -  JJ0170
 JJ0170  STATE/COUNTY-  CO/PROWERS
 JJ0170  USGS QUAD   -  GRANADA (1953)
 JJ0170
 JJ0170                         *CURRENT SURVEY CONTROL
 JJ0170  ___________________________________________________________________
 JJ0170* NAD 83(1986)-  38 04 07.     (N)    102 18 38.     (W)     SCALED    
 JJ0170* NAVD 88     -      1061.353  (meters)    3482.12   (feet)  ADJUSTED  
 JJ0170  ___________________________________________________________________
 JJ0170  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 JJ0170  DYNAMIC HT  -        1060.353 (meters)    3478.84  (feet)  COMP
 JJ0170  MODELED GRAV-     979,651.3   (mgal)                       NAVD 88
 JJ0170
 JJ0170  VERT ORDER  -  SECOND    CLASS 0
 JJ0170
 JJ0170.The horizontal coordinates were scaled from a topographic map and have
 JJ0170.an estimated accuracy of +/- 6 seconds.
 JJ0170
 JJ0170.The orthometric height was determined by differential leveling
 JJ0170.and adjusted by the National Geodetic Survey in June 1991..
 JJ0170
 JJ0170.The geoid height was determined by GEOID03.
 JJ0170
 JJ0170.The dynamic height is computed by dividing the NAVD 88
 JJ0170.geopotential number by the normal gravity value computed on the
 JJ0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0170.degrees latitude (g = 980.6199 gals.).
 JJ0170
 JJ0170.The modeled gravity was interpolated from observed gravity values.
 JJ0170
 JJ0170;                    North         East    Units  Estimated Accuracy
 JJ0170;SPC CO S     -   465,170.    1,194,210.      MT  (+/- 180 meters Scaled)
 JJ0170
 JJ0170                          SUPERSEDED SURVEY CONTROL
 JJ0170
 JJ0170  NGVD 29 (??/??/92) 1060.901  (m)         3480.64   (f) ADJ UNCH    2 0
 JJ0170
 JJ0170.Superseded values are not recommended for survey control.
 JJ0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0170.See file dsdata.txt to determine how the superseded data were derived.
 JJ0170
 JJ0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC359168(NAD 83)
 JJ0170_MARKER: DB = BENCH MARK DISK
 JJ0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0170_STAMPING: G 92 1935
 JJ0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0170+STABILITY: SURFACE MOTION
 JJ0170
 JJ0170  HISTORY     - Date     Condition        Report By
 JJ0170  HISTORY     - 1935     MONUMENTED       CGS
 JJ0170  HISTORY     - 1941     GOOD             NGS
 JJ0170
 JJ0170                          STATION DESCRIPTION
 JJ0170
 JJ0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0170'0.4 MI N FROM GRANADA.
 JJ0170'TO REACH FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION
 JJ0170'AT GRANADA--GO 0.4 MILE NORTH ALONG STATE HIGHWAY NO.51 TO THE SITE
 JJ0170'OF BENCH MARK.  BENCH MARK IS ABOUT 0.2 MILE SOUTH OF WOODEN
 JJ0170'BRIDGE OVER DRAINAGE DITCH, ABOUT 244.0 FEET NORTH OF SIGN POST
 JJ0170'GRANADA CITY LIMIT AND 72.0 FEET SOUTHWEST OF THE CENTER OF
 JJ0170'INTERSECTION OF CROSS ROAD.  IT IS 43.0 FEET WEST OF AND ABOUT
 JJ0170'1.5 FEET BELOW THE CENTERLINE OF THE HIGHWAY, 21.0 FEET WEST OF
 JJ0170'FENCE CORNER AND POWER LINE POLE, 6.5 FEET SOUTH OF EAST-WEST
 JJ0170'FENCE AND 3.0 FEET WEST OF A 4X4-INCH WOODEN MARKER POST.
 JJ0170'THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0149 ***********************************************************************
 HK0149  DESIGNATION -  G 93
 HK0149  PID         -  HK0149
 HK0149  STATE/COUNTY-  CO/HUERFANO
 HK0149  USGS QUAD   -  WALSENBURG NORTH (1963)
 HK0149
 HK0149                         *CURRENT SURVEY CONTROL
 HK0149  ___________________________________________________________________
 HK0149* NAD 83(1986)-  37 41 52.     (N)    104 52 07.     (W)     SCALED    
 HK0149* NAVD 88     -      1939.544  (meters)    6363.32   (feet)  ADJUSTED  
 HK0149  ___________________________________________________________________
 HK0149  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 HK0149  DYNAMIC HT  -        1937.243 (meters)    6355.77  (feet)  COMP
 HK0149  MODELED GRAV-     979,374.6   (mgal)                       NAVD 88
 HK0149
 HK0149  VERT ORDER  -  SECOND    CLASS 0
 HK0149
 HK0149.The horizontal coordinates were scaled from a topographic map and have
 HK0149.an estimated accuracy of +/- 6 seconds.
 HK0149
 HK0149.The orthometric height was determined by differential leveling
 HK0149.and adjusted by the National Geodetic Survey in June 1991..
 HK0149
 HK0149.The geoid height was determined by GEOID03.
 HK0149
 HK0149.The dynamic height is computed by dividing the NAVD 88
 HK0149.geopotential number by the normal gravity value computed on the
 HK0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0149.degrees latitude (g = 980.6199 gals.).
 HK0149
 HK0149.The modeled gravity was interpolated from observed gravity values.
 HK0149
 HK0149;                    North         East    Units  Estimated Accuracy
 HK0149;SPC CO S     -   419,430.      970,080.      MT  (+/- 180 meters Scaled)
 HK0149
 HK0149                          SUPERSEDED SURVEY CONTROL
 HK0149
 HK0149  NGVD 29 (??/??/92) 1938.508  (m)         6359.92   (f) ADJ UNCH    2 0
 HK0149
 HK0149.Superseded values are not recommended for survey control.
 HK0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0149.See file dsdata.txt to determine how the superseded data were derived.
 HK0149
 HK0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB115722(NAD 83)
 HK0149_MARKER: DB = BENCH MARK DISK
 HK0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0149_STAMPING: G 93 1935
 HK0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0149+STABILITY: SURFACE MOTION
 HK0149
 HK0149  HISTORY     - Date     Condition        Report By
 HK0149  HISTORY     - 1935     MONUMENTED       CGS
 HK0149
 HK0149                          STATION DESCRIPTION
 HK0149
 HK0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HK0149'1 MI N FROM WALSENBURG.
 HK0149'1.0 MILE NORTH ALONG U.S. HIGHWAY 85, FROM THE COUNTY COURTHOUSE AT
 HK0149'WALSENBURG, HUERFANO COUNTY, THENCE 7.7 MILES NORTHWEST ALONG THE
 HK0149'DENVER AND RIO GRANDE WESTERN RAILROAD, 615 FEET NORTH OF THE NORTH
 HK0149'END OF A TRESTLE OVER A DEEP WASH, 117 FEET NORTH OF AN 18-INCH
 HK0149'GALVANIZED IRON PIPE CULVERT, 20 FEET NORTH OF THE SOUTH END OF A
 HK0149'CUT, 43.0 FEET NORTHEAST OF A DIM ROAD CROSSING, 35.0 FEET EAST OF THE
 HK0149'CENTERLINE OF THE TRACK, 3.0 FEET NORTH OF A 4- BY 4-INCH WOODEN
 HK0149'MARKER POST STENCILED U.S.B.M., AND ABOUT LEVEL WITH THE TRACK.  A
 HK0149'STANDARD DISK, STAMPED G 93 1935 AND SET IN THE TOP OF A CONCRETE
 HK0149'POST PROJECTING 0.9 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0181 ***********************************************************************
 HK0181  DESIGNATION -  G 94
 HK0181  PID         -  HK0181
 HK0181  STATE/COUNTY-  CO/HUERFANO
 HK0181  USGS QUAD   -  GARDNER (1969)
 HK0181
 HK0181                         *CURRENT SURVEY CONTROL
 HK0181  ___________________________________________________________________
 HK0181* NAD 83(1986)-  37 48 02.     (N)    105 13 33.     (W)     SCALED    
 HK0181* NAVD 88     -      2205.384  (meters)    7235.50   (feet)  ADJUSTED  
 HK0181  ___________________________________________________________________
 HK0181  GEOID HEIGHT-         -15.85  (meters)                     GEOID03
 HK0181  DYNAMIC HT  -        2202.635 (meters)    7226.48  (feet)  COMP
 HK0181  MODELED GRAV-     979,304.1   (mgal)                       NAVD 88
 HK0181
 HK0181  VERT ORDER  -  SECOND    CLASS 0
 HK0181
 HK0181.The horizontal coordinates were scaled from a topographic map and have
 HK0181.an estimated accuracy of +/- 6 seconds.
 HK0181
 HK0181.The orthometric height was determined by differential leveling
 HK0181.and adjusted by the National Geodetic Survey in June 1991..
 HK0181
 HK0181.The geoid height was determined by GEOID03.
 HK0181
 HK0181.The dynamic height is computed by dividing the NAVD 88
 HK0181.geopotential number by the normal gravity value computed on the
 HK0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0181.degrees latitude (g = 980.6199 gals.).
 HK0181
 HK0181.The modeled gravity was interpolated from observed gravity values.
 HK0181
 HK0181;                    North         East    Units  Estimated Accuracy
 HK0181;SPC CO S     -   430,680.      938,550.      MT  (+/- 180 meters Scaled)
 HK0181
 HK0181                          SUPERSEDED SURVEY CONTROL
 HK0181
 HK0181  NGVD 29 (??/??/92) 2204.171  (m)         7231.52   (f) ADJ UNCH    2 0
 HK0181
 HK0181.Superseded values are not recommended for survey control.
 HK0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0181.See file dsdata.txt to determine how the superseded data were derived.
 HK0181
 HK0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB801837(NAD 83)
 HK0181_MARKER: DB = BENCH MARK DISK
 HK0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0181_STAMPING: G 94 1935
 HK0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0181+STABILITY: SURFACE MOTION
 HK0181
 HK0181  HISTORY     - Date     Condition        Report By
 HK0181  HISTORY     - 1935     MONUMENTED       CGS
 HK0181  HISTORY     - 1969     GOOD             USGS
 HK0181
 HK0181                          STATION DESCRIPTION
 HK0181
 HK0181'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 HK0181'3.6 MI NW FROM GARDNER.
 HK0181'3.6 MILES NORTHWEST ALONG NEW STATE HIGHWAY 69 FROM THE POST
 HK0181'OFFICE AT GARDNER, HUERFANO COUNTY, THENCE 0.20 MILES SOUTH TO
 HK0181'SITE OF BM ALONG OLD STATE HWY. 69, AT THE SOUTHWEST BASE OF A
 HK0181'HILL, 58.0 FEET EAST OF A SMALL WASH, 64.0 FEET NORTH OF A FENCE,
 HK0181'56.0 FEET NORTH OF THE CENTERLINE OF THE OLD HIGHWAY, 2.0 FEET
 HK0181'NORTH OF A 4-BY-4 INCH WOODEN MARKER POST STENCILED U.S.B.M., AND
 HK0181'3.0 FEET HIGHER THAN THE HWY.  A STANDARD DISK, STAMPED G 94 1935
 HK0181'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.7 FOOT
 HK0181'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0924 ***********************************************************************
 JJ0924  DESIGNATION -  GAGEBY
 JJ0924  PID         -  JJ0924
 JJ0924  STATE/COUNTY-  CO/BENT
 JJ0924  USGS QUAD   -  KREYBILL (1979)
 JJ0924
 JJ0924                         *CURRENT SURVEY CONTROL
 JJ0924  ___________________________________________________________________
 JJ0924* NAD 83(1992)-  38 06 49.30915(N)    103 03 26.09018(W)     ADJUSTED  
 JJ0924* NAVD 88     -      1193.     (meters)    3914.     (feet)  SCALED    
 JJ0924  ___________________________________________________________________
 JJ0924  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 JJ0924  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 JJ0924
 JJ0924  HORZ ORDER  -  THIRD
 JJ0924
 JJ0924.The horizontal coordinates were established by classical geodetic methods
 JJ0924.and adjusted by the National Geodetic Survey in January 1993..
 JJ0924
 JJ0924.The orthometric height was scaled from a topographic map.
 JJ0924
 JJ0924.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0924
 JJ0924.The geoid height was determined by GEOID03.
 JJ0924
 JJ0924;                    North         East     Units Scale Factor Converg.
 JJ0924;SPC CO S     -   468,200.246 1,128,589.569   MT  0.99995726   +1 29 54.0
 JJ0924;SPC CO S     - 1,536,086.97  3,702,714.28   sFT  0.99995726   +1 29 54.0
 JJ0924;UTM  13      - 4,220,212.637   670,312.668   MT  0.99995725   +1 11 57.8
 JJ0924
 JJ0924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0924!SPC CO S     -   0.99981646  x   0.99995726  =   0.99977373
 JJ0924!UTM  13      -   0.99981646  x   0.99995725  =   0.99977372
 JJ0924
 JJ0924|---------------------------------------------------------------------|
 JJ0924| PID    Reference Object                     Distance      Geod. Az  |
 JJ0924|                                                           dddmmss.s |
 JJ0924| CM8135 GAGEBY RM 1                          11.357 METERS 08523     |
 JJ0924| CM8134 GAGEBY AZ MK                                       0940800.7 |
 JJ0924| JJ0926 FORT LYON VETERANS HOSP TANK        APPROX. 7.8 KM 2384005.5 |
 JJ0924| JJ0932 LAS ANIMAS CEMETERY WATER TANK      APPROX.16.1 KM 2410035.8 |
 JJ0924| JJ0928 LAS ANIMAS MUNICIPAL TANK           APPROX.16.3 KM 2512638.4 |
 JJ0924| CM8136 GAGEBY RM 2                           9.204 METERS 32336     |
 JJ0924|---------------------------------------------------------------------|
 JJ0924
 JJ0924                          SUPERSEDED SURVEY CONTROL
 JJ0924
 JJ0924  NAD 83(1986)-  38 06 49.29931(N)    103 03 26.08393(W) AD(       ) 3
 JJ0924  NAD 27      -  38 06 49.28044(N)    103 03 24.35048(W) AD(       ) 3
 JJ0924
 JJ0924.Superseded values are not recommended for survey control.
 JJ0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0924.See file dsdata.txt to determine how the superseded data were derived.
 JJ0924
 JJ0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC7031320213(NAD 83)
 JJ0924_MARKER: DS = TRIANGULATION STATION DISK
 JJ0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0924
 JJ0924  HISTORY     - Date     Condition        Report By
 JJ0924  HISTORY     - 1954     MONUMENTED       CGS
 JJ0924
 JJ0924                          STATION DESCRIPTION
 JJ0924
 JJ0924'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0924'STATION IS LOCATED ABOUT 9.0 MILES EAST NORTHEAST OF LAS ANIMAS,
 JJ0924'5.4 MILES WEST OF HASTY ON THE NORTH SIDE OF U.S. HIGHWAY 50.
 JJ0924'
 JJ0924'STATION IS REACHED AS FOLLOWS--FROM THE INTERSECTION OF U.S.
 JJ0924'HIGHWAY 50 AND THE MAIN ROAD RUNNING SOUTH, IN HASTY, GO EAST
 JJ0924'5.0 MILES TO THE AZIMUTH MARK ON THE SOUTH SIDE OF HIGHWAY, WHERE
 JJ0924'A DIRT ROAD MAKES JUNCTION WITH U.S. 50.  CONTINUE 0.4 MILE TO
 JJ0924'STATION ON THE NORTH SIDE OF HIGHWAY JUST SOUTH OF FENCE LINE.
 JJ0924'
 JJ0924'STATION, STAMPED GAGEBY 1954, IS A STANDARD USC AND GS BRONZE DISK
 JJ0924'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT
 JJ0924'PROJECTS ABOUT 4 INCHES. IT IS 91.5 FEET NORTH OF THE CENTERLINE
 JJ0924'OF U.S. HIGHWAY 50, 55.6 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD
 JJ0924'TRACK, 39 FEET EAST SOUTHEAST OF THE CENTER OF CONCRETE CULVERT,
 JJ0924'5.0 FEET SOUTH OF FENCE LINE, AND 7.7 FEET EAST SOUTHEAST OF
 JJ0924'WHITE WITNESS POST.
 JJ0924'
 JJ0924'R.M. 1, STAMPED GAGEBY NO 1 1954, IS A STANDARD USC AND GS
 JJ0924'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 JJ0924'THAT PROJECTS ABOUT 4 INCHES AND IS ABOUT THE SAME ELEVATION
 JJ0924'AS THE STATION.  IT IS 2.0 FEET SOUTH OF FENCE LINE.
 JJ0924'
 JJ0924'R.M. 2, STAMPED GAGEBY NO 2 1954, IS A STANDARD USC AND GS
 JJ0924'BRONZE DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 JJ0924'THAT PROJECTS ABOUT 4 INCHES AND IS ABOUT THE SAME ELEVATION AS
 JJ0924'THE STATION.  IT IS 18.0 FEET NORTH OF FENCE LINE.
 JJ0924'
 JJ0924'AZIMUTH MARK, STAMPED GAGEBY 1954, IS A STANDARD USC AND GS BRONZE
 JJ0924'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT
 JJ0924'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.  IT IS 29.0 FEET EAST
 JJ0924'OF THE CENTERLINE OF DIRT ROAD, 52.0 FEET SOUTH OF THE CENTERLINE
 JJ0924'OF U.S. HIGHWAY 50, AND 2.0 FEET SOUTHWEST OF FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0182 ***********************************************************************
 LM0182  DESIGNATION -  GAGING STATION
 LM0182  PID         -  LM0182
 LM0182  STATE/COUNTY-  CO/GRAND
 LM0182  USGS QUAD   -  KREMMLING (1981)
 LM0182
 LM0182                         *CURRENT SURVEY CONTROL
 LM0182  ___________________________________________________________________
 LM0182* NAD 83(1986)-  40 02 12.     (N)    106 26 23.     (W)     SCALED    
 LM0182* NAVD 88     -      2237.429  (meters)    7340.63   (feet)  ADJUSTED  
 LM0182  ___________________________________________________________________
 LM0182  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 LM0182  DYNAMIC HT  -        2235.059 (meters)    7332.86  (feet)  COMP
 LM0182  MODELED GRAV-     979,486.2   (mgal)                       NAVD 88
 LM0182
 LM0182  VERT ORDER  -  SECOND    CLASS 0
 LM0182
 LM0182.The horizontal coordinates were scaled from a topographic map and have
 LM0182.an estimated accuracy of +/- 6 seconds.
 LM0182
 LM0182.The orthometric height was determined by differential leveling
 LM0182.and adjusted by the National Geodetic Survey in June 1991..
 LM0182
 LM0182.The geoid height was determined by GEOID03.
 LM0182
 LM0182.The dynamic height is computed by dividing the NAVD 88
 LM0182.geopotential number by the normal gravity value computed on the
 LM0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0182.degrees latitude (g = 980.6199 gals.).
 LM0182
 LM0182.The modeled gravity was interpolated from observed gravity values.
 LM0182
 LM0182;                    North         East    Units  Estimated Accuracy
 LM0182;SPC CO N     -   383,320.      834,200.      MT  (+/- 180 meters Scaled)
 LM0182
 LM0182                          SUPERSEDED SURVEY CONTROL
 LM0182
 LM0182  NGVD 29 (??/??/92) 2236.126  (m)         7336.36   (f) ADJ UNCH    2 0
 LM0182
 LM0182.Superseded values are not recommended for survey control.
 LM0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0182.See file dsdata.txt to determine how the superseded data were derived.
 LM0182
 LM0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE771328(NAD 83)
 LM0182_MARKER: DD = SURVEY DISK
 LM0182_SETTING: 80 = SET IN A BOULDER
 LM0182_SP_SET: BOULDER
 LM0182_STAMPING: GAGING STATION
 LM0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0182+STABILITY: SURFACE MOTION
 LM0182
 LM0182  HISTORY     - Date     Condition        Report By
 LM0182  HISTORY     - UNK      MONUMENTED       USGS
 LM0182  HISTORY     - 1934     GOOD             NGS
 LM0182  HISTORY     - 1976     MARK NOT FOUND   USGS
 LM0182
 LM0182                          STATION DESCRIPTION
 LM0182
 LM0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LM0182'3 MI SW FROM KREMMLING.
 LM0182'3 MILES SOUTHWEST ALONG THE DENVER AND SALT LAKE RAILWAY FROM THE
 LM0182'STATION AT KREMMLING, GRAND COUNTY, 150 FEET NORTHWEST OF COLORADO
 LM0182'RIVER, 50 FEET NORTHWEST OF THE NORTHWEST RAIL, AND IN A LARGE
 LM0182'BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED
 LM0182'GAGING STATION AND SET 60 DEG. FROM THE VERTICAL.
 LM0182
 LM0182                          STATION RECOVERY (1976)
 LM0182
 LM0182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LM0182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0167 ***********************************************************************
 HK0167  DESIGNATION -  GAGING STATION
 HK0167  PID         -  HK0167
 HK0167  STATE/COUNTY-  CO/HUERFANO
 HK0167  USGS QUAD   -  FARISITA (1969)
 HK0167
 HK0167                         *CURRENT SURVEY CONTROL
 HK0167  ___________________________________________________________________
 HK0167* NAD 83(1986)-  37 43 41.     (N)    105 01 04.     (W)     SCALED    
 HK0167* NAVD 88     -      1961.761  (meters)    6436.21   (feet)  ADJUSTED  
 HK0167  ___________________________________________________________________
 HK0167  GEOID HEIGHT-         -16.74  (meters)                     GEOID03
 HK0167  DYNAMIC HT  -        1959.428 (meters)    6428.56  (feet)  COMP
 HK0167  MODELED GRAV-     979,370.8   (mgal)                       NAVD 88
 HK0167
 HK0167  VERT ORDER  -  SECOND    CLASS 0
 HK0167
 HK0167.The horizontal coordinates were scaled from a topographic map and have
 HK0167.an estimated accuracy of +/- 6 seconds.
 HK0167
 HK0167.The orthometric height was determined by differential leveling
 HK0167.and adjusted by the National Geodetic Survey in June 1991..
 HK0167
 HK0167.The geoid height was determined by GEOID03.
 HK0167
 HK0167.The dynamic height is computed by dividing the NAVD 88
 HK0167.geopotential number by the normal gravity value computed on the
 HK0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0167.degrees latitude (g = 980.6199 gals.).
 HK0167
 HK0167.The modeled gravity was interpolated from observed gravity values.
 HK0167
 HK0167;                    North         East    Units  Estimated Accuracy
 HK0167;SPC CO S     -   422,710.      956,910.      MT  (+/- 180 meters Scaled)
 HK0167
 HK0167                          SUPERSEDED SURVEY CONTROL
 HK0167
 HK0167  NGVD 29 (??/??/92) 1960.697  (m)         6432.72   (f) ADJ UNCH    2 0
 HK0167
 HK0167.Superseded values are not recommended for survey control.
 HK0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0167.See file dsdata.txt to determine how the superseded data were derived.
 HK0167
 HK0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB984756(NAD 83)
 HK0167_MARKER: DD = SURVEY DISK
 HK0167_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HK0167_SP_SET: BRIDGE
 HK0167_STAMPING: GAGING STATION
 HK0167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0167
 HK0167  HISTORY     - Date     Condition        Report By
 HK0167  HISTORY     - UNK      MONUMENTED       USGS
 HK0167  HISTORY     - 1935     GOOD             NGS
 HK0167
 HK0167                          STATION DESCRIPTION
 HK0167
 HK0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HK0167'10 MI SE FROM GARDNER.
 HK0167'10.0 MILES SOUTHEAST ALONG NEW STATE HIGHWAY 69 FROM THE POST
 HK0167'OFFICE AT GARDNER, HUERFANO COUNTY, 52.0 FEET SOUTH OF THE
 HK0167'CROSSING OF A ROAD LEADING NORTHEAST, AT THE CONCRETE BRIDGE
 HK0167'OVER HUERFANO RIVER, IN THE TOP OF THE EAST WINGWALL, 7.3 FEET
 HK0167'WEST OF THE DOOR TO THE WATER GAGING STATION, 1.4 FEET EAST OF
 HK0167'THE SOUTHEAST ABUTMENT, 12.3 FEET EAST OF THE CENTERLINE OF THE
 HK0167'HIGHWAY, AND 2.0 FEET LOWER THAN THE HIGHWAY.  A UNITED STATES
 HK0167'GEOLOGICAL SURVEY STANDARD DISK, STAMPED GAGING STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0869 ***********************************************************************
 JJ0869  DESIGNATION -  GAL
 JJ0869  PID         -  JJ0869
 JJ0869  STATE/COUNTY-  CO/KIOWA
 JJ0869  USGS QUAD   -  HAWKINS (1968)
 JJ0869
 JJ0869                         *CURRENT SURVEY CONTROL
 JJ0869  ___________________________________________________________________
 JJ0869* NAD 83(1992)-  38 22 55.85591(N)    102 58 50.31993(W)     ADJUSTED  
 JJ0869* NAVD 88     -      1355.     (meters)    4446.     (feet)  SCALED    
 JJ0869  ___________________________________________________________________
 JJ0869  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 JJ0869  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 JJ0869
 JJ0869  HORZ ORDER  -  SECOND
 JJ0869
 JJ0869.The horizontal coordinates were established by classical geodetic methods
 JJ0869.and adjusted by the National Geodetic Survey in January 1993..
 JJ0869
 JJ0869.The orthometric height was scaled from a topographic map.
 JJ0869
 JJ0869.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0869
 JJ0869.The geoid height was determined by GEOID03.
 JJ0869
 JJ0869;                    North         East     Units Scale Factor Converg.
 JJ0869;SPC CO S     -   498,169.159 1,134,501.057   MT  0.99999106   +1 32 43.1
 JJ0869;SPC CO S     - 1,634,409.98  3,722,108.88   sFT  0.99999106   +1 32 43.1
 JJ0869;UTM  13      - 4,250,150.640   676,378.414   MT  0.99998313   +1 15 14.9
 JJ0869
 JJ0869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0869!SPC CO S     -   0.99979103  x   0.99999106  =   0.99978210
 JJ0869!UTM  13      -   0.99979103  x   0.99998313  =   0.99977417
 JJ0869
 JJ0869|---------------------------------------------------------------------|
 JJ0869| PID    Reference Object                     Distance      Geod. Az  |
 JJ0869|                                                           dddmmss.s |
 JJ0869| CM8138 GAL RM 1                             15.050 METERS 05554     |
 JJ0869| CM8137 GAL AZ MK                                          2002745.6 |
 JJ0869| JJ0922 BUREAU OF STANDARDS RADIO MAST      APPROX.15.3 KM 2695334.2 |
 JJ0869| CM8139 GAL RM 2                             11.407 METERS 31632     |
 JJ0869|---------------------------------------------------------------------|
 JJ0869
 JJ0869                          SUPERSEDED SURVEY CONTROL
 JJ0869
 JJ0869  NAD 83(1986)-  38 22 55.85034(N)    102 58 50.31552(W) AD(       ) 2
 JJ0869  NAD 27      -  38 22 55.83272(N)    102 58 48.58725(W) AD(       ) 2
 JJ0869
 JJ0869.Superseded values are not recommended for survey control.
 JJ0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0869.See file dsdata.txt to determine how the superseded data were derived.
 JJ0869
 JJ0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC7637850151(NAD 83)
 JJ0869_MARKER: DS = TRIANGULATION STATION DISK
 JJ0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0869
 JJ0869  HISTORY     - Date     Condition        Report By
 JJ0869  HISTORY     - 1954     MONUMENTED       CGS
 JJ0869
 JJ0869                          STATION DESCRIPTION
 JJ0869
 JJ0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0869'THE STATION IS LOCATED NEAR THE TOP OF A LOW, SANDY HILL, ABOUT
 JJ0869'18 MILES AIRLINE NORTH OF HASTY, ABOUT 12 MILES AIRLINE
 JJ0869'SOUTHWEST OF EADS, AND ABOUT 11 MILES AIRLINE SOUTHEAST OF
 JJ0869'HASWELL.
 JJ0869'
 JJ0869'TO REACH THE STATION FROM THE POST OFFICE IN HASTY, GO NORTH
 JJ0869'ABOUT 75 YARDS TO A CROSS ROAD.  KEEP STRAIGHT AHEAD, CROSS
 JJ0869'SOME RAILROAD TRACKS, AND GO NORTH ON A GRAVELED ROAD 2.0
 JJ0869'MILES TO A FORK.  TURN LEFT, CROSS A SMALL BRIDGE OVER A CANAL,
 JJ0869'AND GO NORTH ON THE MAIN TRAVELED ROAD 9.0 MILES TO A T-ROAD,
 JJ0869'A CATTLE GUARD, AND A SIGN KIOWA CO.  CROSS THE CATTLE GUARD,
 JJ0869'TURN EAST AND GO 0.5 MILE TO A SIDE ROAD ON THE LEFT.  TURN
 JJ0869'LEFT AND GO NORTH 6.7 MILES TO A SCHOOL HOUSE ON THE LEFT AT A
 JJ0869'T-ROAD.  TURN LEFT AND GO WEST 2.0 MILES TO A CATTLE
 JJ0869'GUARD AND THE AZIMUTH MARK ON THE RIGHT.  TURN RIGHT AND GO
 JJ0869'NORTH ALONG THE EAST SIDE OF A FENCE LINE 1.0 MILE TO A
 JJ0869'FENCE CORNER.  TURN RIGHT AND GO EAST ALONG THE SOUTH
 JJ0869'SIDE OF A FENCE LINE 0.5 MILE TO THE TOP OF THE HILL AND
 JJ0869'THE STATION.
 JJ0869'
 JJ0869'THE STATION MARK IS A STANDARD DISK STAMPED GAL 1954 SET IN
 JJ0869'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 3
 JJ0869'INCHES ABOVE THE GROUND AND IS 30 FEET SOUTH OF A FENCE LINE.
 JJ0869'
 JJ0869'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED GAL NO 1 1954
 JJ0869'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 JJ0869'1 INCH ABOVE THE GROUND.  IT IS 1 FOOT SOUTH OF A FENCE LINE
 JJ0869'AND THE SAME ELEVATION AS THE STATION.
 JJ0869'
 JJ0869'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED GAL NO 2
 JJ0869'1954 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 JJ0869'IS FLUSH WITH THE GROUND AND IS THE SAME ELEVATION AS THE
 JJ0869'STATION.
 JJ0869'
 JJ0869'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GAL 1954 SET IN THE
 JJ0869'TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES
 JJ0869'ABOVE THE GROUND.  IT IS 2 FEET NORTH OF A FENCE CORNER POST
 JJ0869'AND 40 FEET NORTH OF THE CENTER OF A CATTLE GUARD AND THE
 JJ0869'CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0910 ***********************************************************************
 JJ0910  DESIGNATION -  GALATEA GRAIN ELEVATOR
 JJ0910  PID         -  JJ0910
 JJ0910  STATE/COUNTY-  CO/KIOWA
 JJ0910  USGS QUAD   -  GALATEA (1978)
 JJ0910
 JJ0910                         *CURRENT SURVEY CONTROL
 JJ0910  ___________________________________________________________________
 JJ0910* NAD 83(1992)-  38 30 11.14280(N)    103 01 30.00866(W)     ADJUSTED  
 JJ0910* NAVD 88     -                                                        
 JJ0910  ___________________________________________________________________
 JJ0910  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 JJ0910  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 JJ0910
 JJ0910  HORZ ORDER  -  THIRD
 JJ0910
 JJ0910.The horizontal coordinates were established by classical geodetic methods
 JJ0910.and adjusted by the National Geodetic Survey in January 1993..
 JJ0910
 JJ0910
 JJ0910.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0910
 JJ0910.The geoid height was determined by GEOID03.
 JJ0910
 JJ0910;                    North         East     Units Scale Factor Converg.
 JJ0910;SPC CO S     -   511,482.809 1,130,271.125   MT  1.00001348   +1 31 05.2
 JJ0910;SPC CO S     - 1,678,089.85  3,708,231.18   sFT  1.00001348   +1 31 05.2
 JJ0910;UTM  13      - 4,263,485.137   672,215.969   MT  0.99996525   +1 13 47.5
 JJ0910
 JJ0910                          SUPERSEDED SURVEY CONTROL
 JJ0910
 JJ0910  NAD 83(1986)-  38 30 11.13797(N)    103 01 30.00497(W) AD(       ) 4
 JJ0910  NAD 27      -  38 30 11.12547(N)    103 01 28.27601(W) AD(       ) 3
 JJ0910
 JJ0910.Superseded values are not recommended for survey control.
 JJ0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0910.See file dsdata.txt to determine how the superseded data were derived.
 JJ0910
 JJ0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC7221663485(NAD 83)
 JJ0910_MARKER: 65 = GRAIN ELEVATOR
 JJ0910
 JJ0910  HISTORY     - Date     Condition        Report By
 JJ0910  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0910
 JJ0910                          STATION DESCRIPTION
 JJ0910
 JJ0910'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0641 ***********************************************************************
 HL0641  DESIGNATION -  GALENA
 HL0641  PID         -  HL0641
 HL0641  STATE/COUNTY-  CO/SAN JUAN
 HL0641  USGS QUAD   -  HOWARDSVILLE (1955)
 HL0641
 HL0641                         *CURRENT SURVEY CONTROL
 HL0641  ___________________________________________________________________
 HL0641* NAD 83(1992)-  37 49 40.29096(N)    107 33 42.23947(W)     ADJUSTED  
 HL0641* NAVD 88     -      4049.5    (meters)   13286.     (feet)  VERTCON   
 HL0641  ___________________________________________________________________
 HL0641  LAPLACE CORR-           6.09  (seconds)                    DEFLEC99
 HL0641  GEOID HEIGHT-         -15.31  (meters)                     GEOID03
 HL0641
 HL0641  HORZ ORDER  -  THIRD
 HL0641
 HL0641.The horizontal coordinates were established by classical geodetic methods
 HL0641.and adjusted by the National Geodetic Survey in January 1993..
 HL0641
 HL0641.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0641
 HL0641.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0641
 HL0641.The geoid height was determined by GEOID03.
 HL0641
 HL0641;                    North         East     Units Scale Factor Converg.
 HL0641;SPC CO S     -   435,677.142   732,916.898   MT  0.99994540   -1 15 52.6
 HL0641;SPC CO S     - 1,429,384.09  2,404,578.19   sFT  0.99994540   -1 15 52.6
 HL0641;UTM  13      - 4,189,808.110   274,543.158   MT  1.00022611   -1 34 18.3
 HL0641
 HL0641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0641!SPC CO S     -   0.99936736  x   0.99994540  =   0.99931279
 HL0641!UTM  13      -   0.99936736  x   1.00022611  =   0.99959333
 HL0641
 HL0641:                Primary Azimuth Mark                     Grid Az
 HL0641:SPC CO S     -  KENDALL 2                                243 12 14.6
 HL0641:UTM  13      -  KENDALL 2                                243 30 40.3
 HL0641
 HL0641|---------------------------------------------------------------------|
 HL0641| PID    Reference Object                     Distance      Geod. Az  |
 HL0641|                                                           dddmmss.s |
 HL0641| HL0644 KENDALL 2                           APPROX. 8.0 KM 2415622.0 |
 HL0641|---------------------------------------------------------------------|
 HL0641
 HL0641                          SUPERSEDED SURVEY CONTROL
 HL0641
 HL0641  NAD 83(1986)-  37 49 40.27836(N)    107 33 42.25296(W) AD(       ) 3
 HL0641  NAD 27      -  37 49 40.30707(N)    107 33 40.05864(W) AD(       ) 3
 HL0641  NGVD 29 (07/19/86) 4047.7    (m)        13280.     (f) VERT ANG       
 HL0641
 HL0641.Superseded values are not recommended for survey control.
 HL0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0641.See file dsdata.txt to determine how the superseded data were derived.
 HL0641
 HL0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB7454389808(NAD 83)
 HL0641_MARKER: N = NAIL
 HL0641_SETTING: 80 = SET IN A BOULDER
 HL0641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0641+STABILITY: SURFACE MOTION
 HL0641
 HL0641  HISTORY     - Date     Condition        Report By
 HL0641  HISTORY     - 1931     MONUMENTED       USGS
 HL0641
 HL0641                          STATION DESCRIPTION
 HL0641
 HL0641'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 HL0641'ON SUMMIT OF GALENA MOUNTAIN, ABOUT 2.0 MI. E. OF HOWARDSVILLE, AT
 HL0641'THE HEAD OF PORCUPINE AND ROCKY GULCHES.  ANIMALS CAN BE TAKEN TO
 HL0641'STATION BY TRAIL UP ROCKY GULCH.
 HL0641'
 HL0641'STATION MARK--A COPPER NAIL AND WASHER, CEMENTED IN AN EMBEDDED
 HL0641'BOULDER.  THE MARK IS IN THE CENTER OF THE CAIRN, THE 1931 STATION
 HL0641'MARKER.
 HL0641'
 HL0641'REFERENCE MARK--A BRONZE REFERENCE TABLET, CEMENTED IN ROCK, DISTANT
 HL0641'FROM STATION MARK 37.1 FT., N 87 DEG 59 MIN W.
 HL0641'REFERENCE MARK WAS REOBSERVED AND RECHAINED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0646 ***********************************************************************
 KL0646  DESIGNATION -  GALENA ET
 KL0646  PID         -  KL0646
 KL0646  STATE/COUNTY-  CO/LAKE
 KL0646  USGS QUAD   -  HOMESTAKE RESERVOIR (1994)
 KL0646
 KL0646                         *CURRENT SURVEY CONTROL
 KL0646  ___________________________________________________________________
 KL0646* NAD 83(1992)-  39 18 54.36444(N)    106 25 55.86192(W)     ADJUSTED  
 KL0646* NAVD 88     -      3931.7    (meters)   12899.     (feet)  VERTCON   
 KL0646  ___________________________________________________________________
 KL0646  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 KL0646  GEOID HEIGHT-         -12.85  (meters)                     GEOID03
 KL0646
 KL0646  HORZ ORDER  -  THIRD
 KL0646
 KL0646.The horizontal coordinates were established by classical geodetic methods
 KL0646.and adjusted by the National Geodetic Survey in January 1993..
 KL0646
 KL0646.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0646
 KL0646.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0646
 KL0646.The geoid height was determined by GEOID03.
 KL0646
 KL0646;                    North         East     Units Scale Factor Converg.
 KL0646;SPC CO C     -   469,701.115   834,015.487   MT  0.99994287   -0 35 16.5
 KL0646;SPC CO C     - 1,541,011.07  2,736,265.81   sFT  0.99994287   -0 35 16.5
 KL0646;UTM  13      - 4,352,722.449   376,534.060   MT  0.99978769   -0 54 27.1
 KL0646
 KL0646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0646!SPC CO C     -   0.99938554  x   0.99994287  =   0.99932845
 KL0646!UTM  13      -   0.99938554  x   0.99978769  =   0.99917336
 KL0646
 KL0646:                Primary Azimuth Mark                     Grid Az
 KL0646:SPC CO C     -  HOMESTAKE PK                             015 04 41.9
 KL0646:UTM  13      -  HOMESTAKE PK                             015 23 52.5
 KL0646
 KL0646|---------------------------------------------------------------------|
 KL0646| PID    Reference Object                     Distance      Geod. Az  |
 KL0646|                                                           dddmmss.s |
 KL0646| KL0643 HOMESTAKE PK                        APPROX. 6.0 KM 0142925.4 |
 KL0646|---------------------------------------------------------------------|
 KL0646
 KL0646                          SUPERSEDED SURVEY CONTROL
 KL0646
 KL0646  NAD 83(1986)-  39 18 54.35784(N)    106 25 55.86403(W) AD(       ) 3
 KL0646  NAD 27      -  39 18 54.40531(N)    106 25 53.76043(W) AD(       ) 3
 KL0646  NGVD 29 (07/19/86) 3929.8    (m)        12893.     (f) VERT ANG       
 KL0646
 KL0646.Superseded values are not recommended for survey control.
 KL0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0646.See file dsdata.txt to determine how the superseded data were derived.
 KL0646
 KL0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD7653452722(NAD 83)
 KL0646_MARKER: DD = SURVEY DISK
 KL0646_SETTING: 66 = SET IN ROCK OUTCROP
 KL0646_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KL0646_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0646+STABILITY: POSITION/ELEVATION WELL
 KL0646
 KL0646  HISTORY     - Date     Condition        Report By
 KL0646  HISTORY     - 1964     MONUMENTED       USGS
 KL0646
 KL0646                          STATION DESCRIPTION
 KL0646
 KL0646'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 KL0646'STATION LOCATED ON THE PITKIN-LAKE COUNTY BOUNDARY, IN THE STATE OF
 KL0646'COLORADO, ON THE CONTINENTAL DIVIDE, ON THE SUMMIT OF GALENA MOUNTAIN,
 KL0646'WHICH LIES ABOUT 7.5 MI. W. AND 4.5 MI. N. OF THE TOWN OF LEADVILLE
 KL0646'AND AT THE HEAD OF LONGS GULCH.  REACHED BY HELICOPTER.
 KL0646'
 KL0646'STATION MARK--STANDARD COPPER TABLET CEMENTED IN A DRILL HOLE, IN
 KL0646'SOLID ROCK, AND STAMPED ---GALENA ET 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4305 ***********************************************************************
 AE4305  DESIGNATION -  GALLAGHER
 AE4305  PID         -  AE4305
 AE4305  STATE/COUNTY-  CO/EL PASO
 AE4305  USGS QUAD   -  HANOVER NW (1975)
 AE4305
 AE4305                         *CURRENT SURVEY CONTROL
 AE4305  ___________________________________________________________________
 AE4305* NAD 83(1992)-  38 41 37.70810(N)    104 29 44.32657(W)     ADJUSTED  
 AE4305* NAVD 88     -      1747.3    (meters)    5733.     (feet)  GPS OBS   
 AE4305  ___________________________________________________________________
 AE4305  X           -  -1,248,027.145 (meters)                     COMP
 AE4305  Y           -  -4,827,276.086 (meters)                     COMP
 AE4305  Z           -   3,966,924.406 (meters)                     COMP
 AE4305  LAPLACE CORR-          -6.54  (seconds)                    DEFLEC99
 AE4305  ELLIP HEIGHT-        1728.40  (meters)          (12/03/02) GPS OBS
 AE4305  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 AE4305
 AE4305  HORZ ORDER  -  FIRST
 AE4305  ELLP ORDER  -  FOURTH    CLASS II
 AE4305
 AE4305.The horizontal coordinates were established by GPS observations
 AE4305.and adjusted by the National Geodetic Survey in October 1997..
 AE4305
 AE4305.The orthometric height was determined by GPS observations and a
 AE4305.high-resolution geoid model.
 AE4305
 AE4305.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4305
 AE4305.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4305
 AE4305.The ellipsoidal height was determined by GPS observations
 AE4305.and is referenced to NAD 83.
 AE4305
 AE4305.The geoid height was determined by GEOID03.
 AE4305
 AE4305;                    North         East     Units Scale Factor Converg.
 AE4305;SPC CO C     -   400,802.406 1,001,773.930   MT  0.99996101   +0 38 00.4
 AE4305;SPC CO C     - 1,314,965.89  3,286,653.30   sFT  0.99996101   +0 38 00.4
 AE4305;UTM  13      - 4,282,919.685   543,860.602   MT  0.99962369   +0 18 55.1
 AE4305
 AE4305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4305!SPC CO C     -   0.99972888  x   0.99996101  =   0.99968991
 AE4305!UTM  13      -   0.99972888  x   0.99962369  =   0.99935268
 AE4305
 AE4305                          SUPERSEDED SURVEY CONTROL
 AE4305
 AE4305  ELLIP H (10/31/97) 1728.41   (m)                       GP(       ) 4 1
 AE4305
 AE4305.Superseded values are not recommended for survey control.
 AE4305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4305.See file dsdata.txt to determine how the superseded data were derived.
 AE4305
 AE4305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC4386182920(NAD 83)
 AE4305_MARKER: DH = HORIZONTAL CONTROL DISK
 AE4305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4305_STAMPING: GALLAGHER 1996
 AE4305_MARK LOGO: NGS   
 AE4305_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE4305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4305+STABILITY: SURFACE MOTION
 AE4305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4305+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4305
 AE4305  HISTORY     - Date     Condition        Report By
 AE4305  HISTORY     - 1996     MONUMENTED       NGS
 AE4305
 AE4305                          STATION DESCRIPTION
 AE4305
 AE4305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE4305'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) SOUTHWEST OF ELLICOTT, 11
 AE4305'MI (17.7 KM) EAST OF FOUNTAIN AND 7.5 MI (12.1 KM) SOUTH OF FALCON AIR
 AE4305'FORCE BASE, IN THE NORTHWEST 1/4 OF SECTION 6, T 16 S, R 63 W.
 AE4305'OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY  TO REACH THE STATION FROM THE
 AE4305'INTERSECTION OF THE PEYTON HIGHWAY AND SQUIRREL CREEK ROAD, GO WEST ON
 AE4305'SQUIRREL CREEK ROAD FOR 2.15 MI (3.46 KM) TO THE STATION ON THE LEFT,
 AE4305'SOUTH SIDE OF THE ROAD  THE MARK IS A STANDARD DISK SET THE THE TOP OF
 AE4305'A 50 CM ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 40.3 M
 AE4305'(132.2 FT) EAST FROM THE CENTER OF A GATE TO A FIELD MADE OF METAL
 AE4305'PIPE TO THE DIAMOND RING RANCH, 40.1 M (131.6 FT) EAST-SOUTHEAST FROM
 AE4305'SECTION CORNER 35A1, 16.1 M (52.8 FT) NORTH-NORTHWEST FROM A POWER
 AE4305'POLE NUMBER 15/64/36/S/1, 14.8 M (48.6 FT) SOUTH FROM A USGS BENCH
 AE4305'MARK 18 HA 5733 1947, 8.9 M (29.2 FT) SOUTH FROM THE CENTER OF THE
 AE4305'ROAD, 0.75 M (2.46 FT) NORTH FROM A FENCE, 0.75 M (2.46 FT) SOUTHWEST
 AE4305'FROM A WITNESS POST AND ABOUT 30 CM ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0616 ***********************************************************************
 KL0616  DESIGNATION -  GAME ET
 KL0616  PID         -  KL0616
 KL0616  STATE/COUNTY-  CO/EAGLE
 KL0616  USGS QUAD   -  MINTURN (1987)
 KL0616
 KL0616                         *CURRENT SURVEY CONTROL
 KL0616  ___________________________________________________________________
 KL0616* NAD 83(1992)-  39 36 00.35214(N)    106 22 36.87068(W)     ADJUSTED  
 KL0616* NAVD 88     -      3356.8    (meters)   11013.     (feet)  VERTCON   
 KL0616  ___________________________________________________________________
 KL0616  LAPLACE CORR-           6.54  (seconds)                    DEFLEC99
 KL0616  GEOID HEIGHT-         -12.61  (meters)                     GEOID03
 KL0616
 KL0616  HORZ ORDER  -  THIRD
 KL0616
 KL0616.The horizontal coordinates were established by classical geodetic methods
 KL0616.and adjusted by the National Geodetic Survey in January 1993..
 KL0616
 KL0616.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0616
 KL0616.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0616
 KL0616.The geoid height was determined by GEOID03.
 KL0616
 KL0616;                    North         East     Units Scale Factor Converg.
 KL0616;SPC CO C     -   501,292.322   839,087.378   MT  0.99997378   -0 33 11.0
 KL0616;SPC CO C     - 1,644,656.56  2,752,905.84   sFT  0.99997378   -0 33 11.0
 KL0616;UTM  13      - 4,384,279.066   381,782.597   MT  0.99977206   -0 52 40.0
 KL0616
 KL0616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0616!SPC CO C     -   0.99947562  x   0.99997378  =   0.99944942
 KL0616!UTM  13      -   0.99947562  x   0.99977206  =   0.99924780
 KL0616
 KL0616:                Primary Azimuth Mark                     Grid Az
 KL0616:SPC CO C     -  RED                                      089 12 30.7
 KL0616:UTM  13      -  RED                                      089 31 59.7
 KL0616
 KL0616|---------------------------------------------------------------------|
 KL0616| PID    Reference Object                     Distance      Geod. Az  |
 KL0616|                                                           dddmmss.s |
 KL0616| KL0614 RED                                 APPROX. 6.5 KM 0883919.7 |
 KL0616|---------------------------------------------------------------------|
 KL0616
 KL0616                          SUPERSEDED SURVEY CONTROL
 KL0616
 KL0616  NAD 83(1986)-  39 36 00.34756(N)    106 22 36.86254(W) AD(       ) 3
 KL0616  NAD 27      -  39 36 00.39995(N)    106 22 34.75238(W) AD(       ) 3
 KL0616  NGVD 29 (07/19/86) 3355.2    (m)        11008.     (f) VERT ANG       
 KL0616
 KL0616.Superseded values are not recommended for survey control.
 KL0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0616.See file dsdata.txt to determine how the superseded data were derived.
 KL0616
 KL0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD8178384279(NAD 83)
 KL0616
 KL0616  HISTORY     - Date     Condition        Report By
 KL0616  HISTORY     - 1964     MONUMENTED       USGS
 KL0616  HISTORY     - 1970     GOOD             USGS
 KL0616
 KL0616                          STATION DESCRIPTION
 KL0616
 KL0616'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KL0616'THE STATION LOCATED IN EAGLE COUNTY, COLORADO, ON THE HIGHEST POINT
 KL0616'OF A PROMINENT ROUNDED TOP, WHICH LIES ABOUT 3 MI. E. AND 1 MI. N. OF
 KL0616'THE TOWN OF MINTURN AND AT THE HEAD OF GAME CREEK.  REACHED BY
 KL0616'HELICOPTER.  THE STATION MAY BE REACHED BY JEEP FROM MINTURN BY
 KL0616'TAKING THE TRAIL RD. UP GAME CREEK ABOUT 0.2 MI., THENCE FOLLOWING
 KL0616'THE MAIN TRAVELED RD. GENERALLY S. TO THE LIONSHEAD, THENCE FOLLOWING
 KL0616'THE TRAIL RD. E. ALONG THE DIVIDE ABOUT 2.5 MI. TO THE STATION.
 KL0616'
 KL0616'STATION MARK--STANDARD USGS ALUMINUM TABLET CEMENTED IN A DRILL HOLE,
 KL0616'IN SOLID ROCK, AND STAMPED ---GAME-ET, 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0024 ***********************************************************************
 HJ0024  DESIGNATION -  GANO AZ MK
 HJ0024  PID         -  HJ0024
 HJ0024  STATE/COUNTY-  CO/BACA
 HJ0024  USGS QUAD   -  SAUNDERS (1979)
 HJ0024
 HJ0024                         *CURRENT SURVEY CONTROL
 HJ0024  ___________________________________________________________________
 HJ0024* NAD 83(1986)-  37 28 36.     (N)    102 02 31.     (W)     SCALED    
 HJ0024* NAVD 88     -      1112.755  (meters)    3650.76   (feet)  ADJUSTED  
 HJ0024  ___________________________________________________________________
 HJ0024  GEOID HEIGHT-         -24.07  (meters)                     GEOID03
 HJ0024  DYNAMIC HT  -        1111.662 (meters)    3647.18  (feet)  COMP
 HJ0024  MODELED GRAV-     979,610.3   (mgal)                       NAVD 88
 HJ0024
 HJ0024  VERT ORDER  -  SECOND    CLASS 0
 HJ0024
 HJ0024.The horizontal coordinates were scaled from a topographic map and have
 HJ0024.an estimated accuracy of +/- 6 seconds.
 HJ0024
 HJ0024.The orthometric height was determined by differential leveling
 HJ0024.and adjusted by the National Geodetic Survey in June 1991..
 HJ0024
 HJ0024.The geoid height was determined by GEOID03.
 HJ0024
 HJ0024.The dynamic height is computed by dividing the NAVD 88
 HJ0024.geopotential number by the normal gravity value computed on the
 HJ0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0024.degrees latitude (g = 980.6199 gals.).
 HJ0024
 HJ0024.The modeled gravity was interpolated from observed gravity values.
 HJ0024
 HJ0024;                    North         East    Units  Estimated Accuracy
 HJ0024;SPC CO S     -   400,360.    1,220,200.      MT  (+/- 180 meters Scaled)
 HJ0024
 HJ0024                          SUPERSEDED SURVEY CONTROL
 HJ0024
 HJ0024  NGVD 29 (??/??/92) 1112.325  (m)         3649.35   (f) ADJ UNCH    2 0
 HJ0024
 HJ0024.Superseded values are not recommended for survey control.
 HJ0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0024.See file dsdata.txt to determine how the superseded data were derived.
 HJ0024
 HJ0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB615518(NAD 83)
 HJ0024_MARKER: DR = REFERENCE MARK DISK
 HJ0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0024_STAMPING: GANO AZIMUTH 1934
 HJ0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0024+STABILITY: SURFACE MOTION
 HJ0024
 HJ0024  HISTORY     - Date     Condition        Report By
 HJ0024  HISTORY     - 1934     MONUMENTED       CGS
 HJ0024  HISTORY     - 1935     GOOD             NGS
 HJ0024
 HJ0024                          STATION DESCRIPTION
 HJ0024
 HJ0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HJ0024'0.5 MI N FROM SAUNDERS.
 HJ0024'AT THE INTERSECTION OF A ROAD TO THE E., 25 FT. W. OF THE CENTER
 HJ0024'LINE OF THE N-S ROAD, AND 1 FT. W. OF THE FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0529 ***********************************************************************
 HK0529  DESIGNATION -  GARCIA
 HK0529  PID         -  HK0529
 HK0529  STATE/COUNTY-  CO/COSTILLA
 HK0529  USGS QUAD   -  GARCIA (1967)
 HK0529
 HK0529                         *CURRENT SURVEY CONTROL
 HK0529  ___________________________________________________________________
 HK0529* NAD 83(1992)-  37 02 23.18803(N)    105 30 09.17897(W)     ADJUSTED  
 HK0529* NAVD 88     -      2691.6    (meters)    8831.     (feet)  VERTCON   
 HK0529  ___________________________________________________________________
 HK0529  LAPLACE CORR-           8.92  (seconds)                    DEFLEC99
 HK0529  GEOID HEIGHT-         -16.74  (meters)                     GEOID03
 HK0529
 HK0529  HORZ ORDER  -  FIRST
 HK0529
 HK0529.The horizontal coordinates were established by classical geodetic methods
 HK0529.and adjusted by the National Geodetic Survey in December 1993..
 HK0529
 HK0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0529
 HK0529.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0529
 HK0529.The geoid height was determined by GEOID03.
 HK0529
 HK0529;                    North         East     Units Scale Factor Converg.
 HK0529;SPC CO S     -   346,210.037   914,174.984   MT  1.00004077   -0 00 05.6
 HK0529;SPC CO S     - 1,135,857.43  2,999,255.76   sFT  1.00004077   -0 00 05.6
 HK0529;SPC NM C     -   670,145.004   566,491.001   MT  0.99995445   +0 27 00.9
 HK0529;SPC NM C     - 2,198,634.07  1,858,562.56   sFT  0.99995445   +0 27 00.9
 HK0529;UTM  13      - 4,099,402.760   455,308.246   MT  0.99962460   -0 18 09.8
 HK0529
 HK0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0529!SPC CO S     -   0.99958041  x   1.00004077  =   0.99962116
 HK0529!SPC NM C     -   0.99958041  x   0.99995445  =   0.99953488
 HK0529!UTM  13      -   0.99958041  x   0.99962460  =   0.99920517
 HK0529
 HK0529|---------------------------------------------------------------------|
 HK0529| PID    Reference Object                     Distance      Geod. Az  |
 HK0529|                                                           dddmmss.s |
 HK0529| CM8147 GARCIA RM 1                           9.796 METERS 03643     |
 HK0529| CM8148 GARCIA RM 2                           8.728 METERS 14223     |
 HK0529| CM8146 GARCIA AZ MK                                       1472429.1 |
 HK0529|---------------------------------------------------------------------|
 HK0529
 HK0529                          SUPERSEDED SURVEY CONTROL
 HK0529
 HK0529  NAD 83(1992)-  37 02 23.19051(N)    105 30 09.18108(W) AD(       ) 1
 HK0529  NAD 83(1986)-  37 02 23.19388(N)    105 30 09.18594(W) AD(       ) 1
 HK0529  NAD 27      -  37 02 23.11900(N)    105 30 07.15200(W) AD(       ) 1
 HK0529  NGVD 29 (07/19/86) 2690.2    (m)         8826.     (f) VERT ANG       
 HK0529
 HK0529.Superseded values are not recommended for survey control.
 HK0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0529.See file dsdata.txt to determine how the superseded data were derived.
 HK0529
 HK0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA5530899403(NAD 83)
 HK0529_MARKER: DS = TRIANGULATION STATION DISK
 HK0529_SETTING: 80 = SET IN A BOULDER
 HK0529_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HK0529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0529
 HK0529  HISTORY     - Date     Condition        Report By
 HK0529  HISTORY     - 1945     MONUMENTED       CGS
 HK0529  HISTORY     - 1963     GOOD             USGS
 HK0529
 HK0529                          STATION DESCRIPTION
 HK0529
 HK0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (RAM)
 HK0529'STATION IS ON THE HIGHEST POINT ON THE W EDGE OF THE MESA
 HK0529'WHICH IS E OF THE VILLAGES OF COSTILLA AND GARCIA AND
 HK0529'OVERLOOKS THEM.  IT IS ABOUT 3 MILES (AIR LINE) NE OF GARCIA,
 HK0529'BUT THE WOOD ROAD FROM THE VILLAGE IS TOO STEEP AND ROUGH
 HK0529'FOR CARS OR TRUCKS TO GO UP OR DOWN SO THE MORE CIRCUITOUS
 HK0529'ROUTE GIVEN BELOW MUST BE USED TO GET TO TOP OF THE MESA.
 HK0529'
 HK0529'TO REACH FROM THE POST OFFICE IN COSTILLA, NEW MEXICO, LEAVE
 HK0529'THE HIGHWAY AND GO SE ON THE GRADED ROAD TO THE LEFT OF THE
 HK0529'POST OFFICE 5.6 MILES TO A ROAD LEFT, 0.3 MILE BEFORE REACHING
 HK0529'THE VILLAGE OF AMALIA.  TURN LEFT UP A HILL, PASSING THE CEMETERY,
 HK0529'1.0 MILE TO A LEFT FORK.  TURN LEFT, A TRACK ROAD UP HILL
 HK0529'0.5 MILE, KEEP LEFT FORK AGAIN 0.2 MILE, THENCE ANOTHER LEFT
 HK0529'FORK AND CONTINUE 1.9 MILES TO A DIM TRACK CROSS ROAD.  TURN
 HK0529'BACK TO THE LEFT ON THIS ROAD WHICH HEADS W TOWARDS THE S END
 HK0529'OF THE LOW RANGE OF HILLS ON THE W EDGE OF THE MESA.
 HK0529'CONTINUE 1.0 MILE, KEEP RIGHT FORK 1.8 MILES, THENCE RIGHT
 HK0529'FORK AGAIN 0.1 MILE TO A DIM RIGHT FORK.  (TO REACH THE
 HK0529'AZIMUTH MARK, TURN RIGHT ON THIS DIM FORK 0.15 MILE THEN
 HK0529'BEAR RIGHT ACROSS COUNTRY 0.05 MILE TO THE BASE OF A LOW
 HK0529'ROCKY KNOLL ON TOP OF WHICH IS THE AZIMUTH MARK.) TO
 HK0529'REACH THE STATION CONTINUE ON THE LEFT FORK 0.95 MILE TO A
 HK0529'DIM CROSS ROAD.  TURN RIGHT ON THIS ROAD AS IT GOES N UP
 HK0529'THE RIDGE 0.45 MILE, KEEP RIGHT FORK, THE MAIN TRACK, 0.1
 HK0529'MILE, THENE THE RIGHT FORK AGAIN, THE MAIN TRACK, 0.7 MILE
 HK0529'TO A LEFT FORK.  TAKE THE LEFT FORK 0.5 MILE, THE LEFT FORK
 HK0529'AGAIN 0.1 MILE, LEFT FORK AGAIN 0.2 MILE, LEFT FORK
 HK0529'AGAIN 0.2 MILE TO A RIGHT FORK.  TAKE THE RIGHT FORK 0.7 MILE
 HK0529'ALONG THE EDGE OF THE TREES, THEN THE RIGHT FORK AGAIN 0.05
 HK0529'MILE TO A LEFT FORK JUST PAST A TRIANGULAR BLAZE ON A PINE
 HK0529'TREE.  TURN LEFT ON A DIM TRACK THROUGH THE TREES 0.25
 HK0529'MILE TO ANOTHER TRIANGULAR BLAZE, THENCE BEAR LEFT AND
 HK0529'DRIVE W ACROSS COUNTRY THROUGH THE WOODS 0.5 MILE TO THE
 HK0529'HIGHEST POINT AND THE STATION.  THERE IS A HIGHER WOODED
 HK0529'HILL ABOUT 2 MILES E OF THE STATION AND ANOTHER HILL SLIGHTLY
 HK0529'LOWER ABOUT 1/2 MILE NW AND CLOSER TO THE EDGE OF THE MESA.
 HK0529'
 HK0529'STATION MARK IS A BRONZE STATION DISK SET IN A DRILL HOLE IN
 HK0529'A BOULDER WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 HK0529'IT IS LOCATED ON THE HIGHEST PART OF THE ROCK-STREWN,
 HK0529'PINE-COVERED HILL.  IT IS 10-1/2 FEET W OF A 4- BY 4-INCH
 HK0529'WHITE WITNESS POST SET IN A ROCK CAIRN.  DISK IS STAMPED GARCIA
 HK0529'1945.
 HK0529'
 HK0529'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A DRILL
 HK0529'HOLE IN A BOULDER WHICH PROJECTS ABOUT 7 INCHES ABOVE THE
 HK0529'GROUND.  IT IS LOCATED NNE OF THE STATION AND ABOUT 2 FEET
 HK0529'LOWER.  DISK IS STAMPED GARCIA NO 1 1945.
 HK0529'
 HK0529'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A DRILL
 HK0529'HOLE IN A BOULDER WHICH PROJECTS ABOUT 9 INCHES ABOVE THE
 HK0529'GROUND.  IT IS LOCATED SE OF THE STATION AND ABOUT 1 FOOT
 HK0529'LOWER.  DISK IS STAMPED GARCIA NO 2 1945.
 HK0529'
 HK0529'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN
 HK0529'OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 1/2 FOOT ABOVE THE
 HK0529'GROUND.  IT IS LOCATED SE OF THE STATION, ON A ROCKY KNOLL ON
 HK0529'THE S END OF A GROUP OF HILLS ABOUT 2 MILES SE OF THE STATION.
 HK0529'IT IS 8 FEET NNW OF A 4- BY 4-INCH WHITE WITNESS POST IN A
 HK0529'ROCK CAIRN.
 HK0529
 HK0529                          STATION RECOVERY (1963)
 HK0529
 HK0529'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 HK0529'RECOVERED AND REDESCRIBED AS FOLLOWS
 HK0529'
 HK0529'TO REACH FROM GARCIA, COLORADO, GO NE. 1.0 MI. ON IMPROVED GRAVEL RD.
 HK0529'TO COLORADO STATE HIGHWAY 159, TURN LEFT AND GO 1.9 MI. N. TO
 HK0529'CROSSROADS, TURN RIGHT ON UNIMPROVED RD. AND GO 2.5 MI. NE. UP SIDE
 HK0529'OF MESA TO RD. FORKS, TURN RIGHT AND CONTINUE E. AND S. UP SIDE OF
 HK0529'MESA 1.0 MI. TO RD. FORKS AT CREST, KEEP LEFT AND CONTINUE 0.2 MI.
 HK0529'SE. TO DIM TRACK RD. RIGHT AS YOU EMERGE FROM TIMBER.  TURN RIGHT
 HK0529'(S.) AND FOLLOW TRACK ALONG E. EDGE OF TREES 0.4 MI. TO CROSS TRACK,
 HK0529'CONTINUE STRAIGHT AHEAD ALONG EDGE OF TREES 0.3 MI. TO TRACK LEFT,
 HK0529'TURN LEFT AND GO S. 0.3 MI. ACROSS CLEARING.  AS YOU ENTER TIMBER
 HK0529'TURN RIGHT AND WORK YOUR WAY THROUGH TREES AND ROCKS 0.2 MI. W. UP
 HK0529'RIDGE TO STATION SITE ON HIGHEST POINT ABOUT 500 FT. E. OF THE EDGE
 HK0529'OF MESA AND 10.5 FT. W. OF WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0985 ***********************************************************************
 JJ0985  DESIGNATION -  GARCIA
 JJ0985  PID         -  JJ0985
 JJ0985  STATE/COUNTY-  CO/CHEYENNE
 JJ0985  USGS QUAD   -  CHEYENNE WELLS (1982)
 JJ0985
 JJ0985                         *CURRENT SURVEY CONTROL
 JJ0985  ___________________________________________________________________
 JJ0985* NAD 83(1992)-  38 46 14.69631(N)    102 19 55.24725(W)     ADJUSTED  
 JJ0985* NAVD 88     -      1286.6    (meters)    4221.     (feet)  GPS OBS   
 JJ0985  ___________________________________________________________________
 JJ0985  X           -  -1,063,671.539 (meters)                     COMP
 JJ0985  Y           -  -4,865,375.918 (meters)                     COMP
 JJ0985  Z           -   3,973,298.087 (meters)                     COMP
 JJ0985  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 JJ0985  ELLIP HEIGHT-        1263.72  (meters)          (12/03/02) GPS OBS
 JJ0985  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 JJ0985
 JJ0985  HORZ ORDER  -  FIRST
 JJ0985  ELLP ORDER  -  FOURTH    CLASS II
 JJ0985
 JJ0985.The horizontal coordinates were established by GPS observations
 JJ0985.and adjusted by the National Geodetic Survey in November 1993..
 JJ0985
 JJ0985.The orthometric height was determined by GPS observations and a
 JJ0985.high-resolution geoid model.
 JJ0985
 JJ0985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JJ0985
 JJ0985.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0985
 JJ0985.The ellipsoidal height was determined by GPS observations
 JJ0985.and is referenced to NAD 83.
 JJ0985
 JJ0985.The geoid height was determined by GEOID03.
 JJ0985
 JJ0985;                    North         East     Units Scale Factor Converg.
 JJ0985;SPC CO C     -   413,659.992 1,189,647.620   MT  0.99995243   +1 59 52.9
 JJ0985;SPC CO C     - 1,357,149.49  3,903,035.57   sFT  0.99995243   +1 59 52.9
 JJ0985;UTM  13      - 4,294,717.606   731,787.571   MT  1.00026163   +1 40 17.2
 JJ0985
 JJ0985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0985!SPC CO C     -   0.99980176  x   0.99995243  =   0.99975420
 JJ0985!UTM  13      -   0.99980176  x   1.00026163  =   1.00006334
 JJ0985
 JJ0985                          SUPERSEDED SURVEY CONTROL
 JJ0985
 JJ0985  NAD 83(1992)-  38 46 14.69703(N)    102 19 55.24384(W) AD(       ) 1
 JJ0985  ELLIP H (09/13/93) 1263.65   (m)                       GP(       ) 3 1
 JJ0985
 JJ0985.Superseded values are not recommended for survey control.
 JJ0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0985.See file dsdata.txt to determine how the superseded data were derived.
 JJ0985
 JJ0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC3178894718(NAD 83)
 JJ0985_MARKER: I = METAL ROD
 JJ0985_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JJ0985_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JJ0985_STAMPING: GARCIA 1992
 JJ0985_MARK LOGO: NGS   
 JJ0985_MAGNETIC: I = MARKER IS A STEEL ROD
 JJ0985_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JJ0985+STABILITY: POSITION/ELEVATION WELL
 JJ0985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0985+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JJ0985
 JJ0985  HISTORY     - Date     Condition        Report By
 JJ0985  HISTORY     - 1992     MONUMENTED       CODH
 JJ0985
 JJ0985                          STATION DESCRIPTION
 JJ0985
 JJ0985'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1992
 JJ0985'THE STATION IS LOCATED ABOUT 22.5 MI (36.21 KM) NORTH OF SHERIDAN LAKE
 JJ0985', 3.5 MI (5.63 KM) SOUTH - SOUTHEAST OF CHEYENNE WELLS, IN THE
 JJ0985'SOUTHWEST 1/4 OF SECTION 3, T 15 S, R 44 W, AT U.S. HIGHWAY 385
 JJ0985'MILEPOST 146.20. OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION.
 JJ0985'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 40 AND U.S.
 JJ0985'HIGHWAY 385 EAST OF CHEYENNE WELLS, GO SOUTH ON U.S. HIGHWAY 385 FOR
 JJ0985'3.5 MI (5.63 KM) TO THE STATION ON THE LEFT.
 JJ0985'THE STATION MARK IS A PUNCH MARK IN THE TOP CENTER OF A STEEL ROD IN A
 JJ0985'PVC PIPE WITH A LOGO CAP SET IN A ROUND CONCRETE SLEEVE FLUSH WITH
 JJ0985'THE GROUND. IT IS 509 FT (155.14 M) NORTH OF COUNTY RD M, 158.2 FT
 JJ0985'(48.22 M) NORTH OF A 2-WIRE POWER POLE, 125.2 FT (38.16 M) SOUTH OF A
 JJ0985'2-WIRE POWER POLE, 38.8 FT (11.83 M) EAST OF THE CENTERLINE OF U.S.
 JJ0985'HIGHWAY 385, 4.4 FT (1.34 M) WEST OF THE EAST RIGHT-OF-WAY FENCE, 2.0
 JJ0985'FT (0.61 M) NORTH OF A FIBERGLASS WITNESS POST, 1.8 FT (0.55 M) SOUTH
 JJ0985'OF A FIBERGLASS WITNESS POST, AND ABOUT 1.5 FT (0.46 M) LOWER THAN
 JJ0985'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0728 ***********************************************************************
 KL0728  DESIGNATION -  GARDEN
 KL0728  PID         -  KL0728
 KL0728  STATE/COUNTY-  CO/GARFIELD
 KL0728  USGS QUAD   -  RIFLE FALLS (1987)
 KL0728
 KL0728                         *CURRENT SURVEY CONTROL
 KL0728  ___________________________________________________________________
 KL0728* NAD 83(1992)-  39 39 36.41299(N)    107 44 19.15485(W)     ADJUSTED  
 KL0728* NAVD 88     -      2210.0    (meters)    7251.     (feet)  VERTCON   
 KL0728  ___________________________________________________________________
 KL0728  LAPLACE CORR-           5.48  (seconds)                    DEFLEC99
 KL0728  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 KL0728
 KL0728  HORZ ORDER  -  THIRD
 KL0728
 KL0728.The horizontal coordinates were established by classical geodetic methods
 KL0728.and adjusted by the National Geodetic Survey in January 1993..
 KL0728
 KL0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0728
 KL0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0728
 KL0728.The geoid height was determined by GEOID03.
 KL0728
 KL0728;                    North         East     Units Scale Factor Converg.
 KL0728;SPC CO C     -   509,959.084   722,312.710   MT  0.99998345   -1 24 42.8
 KL0728;SPC CO C     - 1,673,090.76  2,369,787.62   sFT  0.99998345   -1 24 42.8
 KL0728;SPC CO N     -   343,507.994   722,308.650   MT  1.00000961   -1 26 47.3
 KL0728;SPC CO N     - 1,126,992.48  2,369,774.30   sFT  1.00000961   -1 26 47.3
 KL0728;UTM  13      - 4,393,619.530   265,057.638   MT  1.00027963   -1 44 55.3
 KL0728
 KL0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0728!SPC CO C     -   0.99965579  x   0.99998345  =   0.99963925
 KL0728!SPC CO N     -   0.99965579  x   1.00000961  =   0.99966540
 KL0728!UTM  13      -   0.99965579  x   1.00027963  =   0.99993533
 KL0728
 KL0728:                Primary Azimuth Mark                     Grid Az
 KL0728:SPC CO C     -  IH AND I                                 171 07 21.6
 KL0728:SPC CO N     -  IH AND I                                 171 09 26.1
 KL0728:UTM  13      -  IH AND I                                 171 27 34.1
 KL0728
 KL0728|---------------------------------------------------------------------|
 KL0728| PID    Reference Object                     Distance      Geod. Az  |
 KL0728|                                                           dddmmss.s |
 KL0728| KL0722 IH AND I                            APPROX. 5.0 KM 1694238.8 |
 KL0728|---------------------------------------------------------------------|
 KL0728
 KL0728                          SUPERSEDED SURVEY CONTROL
 KL0728
 KL0728  NAD 83(1986)-  39 39 36.40683(N)    107 44 19.14690(W) AD(       ) 3
 KL0728  NAD 27      -  39 39 36.47860(N)    107 44 16.91758(W) AD(       ) 3
 KL0728  NGVD 29 (07/19/86) 2208.7    (m)         7246.     (f) VERT ANG       
 KL0728
 KL0728.Superseded values are not recommended for survey control.
 KL0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0728.See file dsdata.txt to determine how the superseded data were derived.
 KL0728
 KL0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD6505893620(NAD 83)
 KL0728_MARKER: DD = SURVEY DISK
 KL0728_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KL0728_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KL0728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0728
 KL0728  HISTORY     - Date     Condition        Report By
 KL0728  HISTORY     - 1950     MONUMENTED       USGS
 KL0728
 KL0728                          STATION DESCRIPTION
 KL0728
 KL0728'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KL0728'STATION IS LOCATED ABOUT 10 MI. N. AND 3 MI. E. OF TOWN OF RIFLE,
 KL0728'COLORADO, AT HIGH POINT OF SMALL PINE COVERED KNOLL IN WHITE RIVER
 KL0728'NATIONAL FOREST.
 KL0728'
 KL0728'TO REACH STATION FROM P.O. IN TOWN OF RIFLE, FOLLOW COLORADO STATE
 KL0728'HIGHWAY 13 N. FOR 3.1 MI.  TURN RIGHT ON RIFLE CREEK ROAD AND AT 3.9
 KL0728'MI. TAKE RIGHT FORK.  AT 0.4 MI. JUST BEYOND SCHOOLHOUSE, TURN LEFT
 KL0728'ONTO DIRT RD. PASSING THROUGH GATE IN FENCE, AT 0.2 MI. TAKE RIGHT
 KL0728'FORK UP HILL AND THEN THROUGH GATE INTO NATIONAL FOREST.  AT 2.5 MI.,
 KL0728'JUST BEFORE FORK IN RD., IS LOCATION OF STATION.  STATION IS 40 FT.
 KL0728'TO LEFT (N.) OF RD. IN CLEAR SPACE ABOUT 5.0 FT. S. OF SMALL FENCED
 KL0728'IN AREA.
 KL0728'
 KL0728'STATION MARK--STANDARD TABLET, WELDED IN IRON PIPE, PROTRUDING 6 IN.
 KL0728'ABOVE GROUND, STAMPED ---R-GARDEN 1950---.
 KL0728'
 KL0728'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1165 ***********************************************************************
 JK1165  DESIGNATION -  GARDEN RESET
 JK1165  PID         -  JK1165
 JK1165  STATE/COUNTY-  CO/EL PASO
 JK1165  USGS QUAD   -  FALCON NW (1994)
 JK1165
 JK1165                         *CURRENT SURVEY CONTROL
 JK1165  ___________________________________________________________________
 JK1165* NAD 83(1992)-  38 54 52.70390(N)    104 43 53.99648(W)     ADJUSTED  
 JK1165* NAVD 88     -      2074.5    (meters)    6806.     (feet)  VERTCON   
 JK1165  ___________________________________________________________________
 JK1165  LAPLACE CORR-          -9.10  (seconds)                    DEFLEC99
 JK1165  GEOID HEIGHT-         -17.29  (meters)                     GEOID03
 JK1165
 JK1165  HORZ ORDER  -  SECOND
 JK1165
 JK1165.The horizontal coordinates were established by classical geodetic methods
 JK1165.and adjusted by the National Geodetic Survey in January 1993..
 JK1165
 JK1165.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1165
 JK1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1165
 JK1165.The geoid height was determined by GEOID03.
 JK1165
 JK1165;                    North         East     Units Scale Factor Converg.
 JK1165;SPC CO C     -   425,114.942   981,035.051   MT  0.99994117   +0 29 04.5
 JK1165;SPC CO C     - 1,394,731.27  3,218,612.50   sFT  0.99994117   +0 29 04.5
 JK1165;UTM  13      - 4,307,338.378   523,263.449   MT  0.99960666   +0 10 06.8
 JK1165
 JK1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1165!SPC CO C     -   0.99967733  x   0.99994117  =   0.99961851
 JK1165!UTM  13      -   0.99967733  x   0.99960666  =   0.99928411
 JK1165
 JK1165:                Primary Azimuth Mark                     Grid Az
 JK1165:SPC CO C     -  GARDEN AZ MK                             051 31 51.8
 JK1165:UTM  13      -  GARDEN AZ MK                             051 50 49.5
 JK1165
 JK1165|---------------------------------------------------------------------|
 JK1165| PID    Reference Object                     Distance      Geod. Az  |
 JK1165|                                                           dddmmss.s |
 JK1165| CM8149 GARDEN AZ MK                                       0520056.3 |
 JK1165| CM8150 GARDEN RM 1                          21.796 METERS 13949     |
 JK1165| CM8152 GARDEN RM 3                          18.099 METERS 23347     |
 JK1165| CM8151 GARDEN RM 2                          18.127 METERS 23357     |
 JK1165| CM8153 GARDEN RM 4                          13.494 METERS 30153     |
 JK1165|---------------------------------------------------------------------|
 JK1165
 JK1165                          SUPERSEDED SURVEY CONTROL
 JK1165
 JK1165  NAD 83(1986)-  38 54 52.69951(N)    104 43 53.99258(W) AD(       ) 2
 JK1165  NAD 27      -  38 54 52.72500(N)    104 43 52.08700(W) AD(       ) 2
 JK1165  NGVD 29 (07/19/86) 2073.4    (m)         6802.     (f) VERT ANG       
 JK1165
 JK1165.Superseded values are not recommended for survey control.
 JK1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1165.See file dsdata.txt to determine how the superseded data were derived.
 JK1165
 JK1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED2326307338(NAD 83)
 JK1165_MARKER: DS = TRIANGULATION STATION DISK
 JK1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1165_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JK1165
 JK1165  HISTORY     - Date     Condition        Report By
 JK1165  HISTORY     - 1976     MONUMENTED       NGS
 JK1165  HISTORY     - 19970805 MARK NOT FOUND   USPSQD
 JK1165
 JK1165                          STATION DESCRIPTION
 JK1165
 JK1165'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JK1165'THE STATION MARK AND REFERENCE MARK NUMBER 2 WERE REFERENCED BY
 JK1165'THE EL PASO COUNTY ENGINEERS.  MARKS WERE THAN REMOVED FROM GROUND
 JK1165'AND GROUND THEN LOWERED BY ABOUT 6 FEET.  STATION MARK WAS THEN
 JK1165'REESTABLISHED FROM THE REFERENCE NOTES AND DISTANCES TO ITS
 JK1165'ORIGINAL POSITION.  STATION SUBSURFACE AND STATION SURFACE MARKS,
 JK1165'REFERENCE MARKS NUMBERS 3 AND 4 WERE ALL SET AT THIS TIME.  THE
 JK1165'AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK NUMBER
 JK1165'1 HAD BEEN DESTROYED PRIOR TO PRESENT WORK AT THE STATION.  A
 JK1165'POLARIS AZIMUTH WAS TAKEN AT THIS TIME TO CHECK ON STATION
 JK1165'POSITION.
 JK1165'
 JK1165'STATION IS REACHED FROM THE JUNCTION OF NEVADA AVENUE AND FILLMORE
 JK1165'STREET IN THE NORTH SIDE OF COLORADO SPRINGS.  GO NORTHEASTERLY
 JK1165'ON FILLMORE STREET FOR 1.1 MILES TO THE JUNCTION WITH TEMPLETON GAP
 JK1165'ROAD.  TURN LEFT AND CONTINUE NORTHEASTERLY ON TEMPLETON GAP ROAD
 JK1165'FOR 2.8 MILES TO STATE HIGHWAY 83.  CONTINUE STRAIGHT AHEAD ON
 JK1165'TEMPLETON GAP ROAD FOR 2.2 MILES TO THE STATION ON THE LEFT, AS
 JK1165'DESCRIBED.  CONTINUE STRAIGHT AHEAD ON ROAD FOR 0.65 MILE TO A
 JK1165'GRAVELED DRIVEWAY AND AZIMUTH MARK ON RIGHT IN DRIVEWAY AT
 JK1165'6155 TEMPLETON GAP ROAD, AS DESCRIBED.
 JK1165'
 JK1165'STATION MARK DISKS ARE STAMPED GARDEN 1953 1976.  STATION SURFACE
 JK1165'DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING
 JK1165'ABOUT 2 INCHES.  THE SUB-SURFACE DISK IS SET IN CONCRETE
 JK1165'ABOUT 3 FEET BELOW THE GROUND.  MARK IS 34 FEET NORTHWEST OF THE
 JK1165'APPROXIMATE CENTER OF TEMPLETON GAP ROAD AND 1.3 FEET NORTHEAST
 JK1165'OF A METAL WITNESS POST WITH A METAL WITNESS SIGN ATTACHED.
 JK1165'
 JK1165'REFERENCE MARK NUMBER 3 IS A REFERENCE MARK DISK, STAMPED GARDEN
 JK1165'1953 NO 3 1976, CLAMPED TO THE TOP OF A COPPERCOVERED ROD WHICH
 JK1165'IS ATTACHED TO AN OCTAGON SHAPED STEEL PLATE WHICH IS BURRIED IN
 JK1165'THE GROUND.  DISK PROJECTS ABOUT 1 INCH.  MARK IS 39-1/2 FEET
 JK1165'NORTHWEST OF TEMPLETON GAP ROAD AND 1.4 FEET NORTHEAST OF A METAL
 JK1165'WITNESS POST WITH A METAL WITNESS SIGN ATTACHED.  MARK IS ABOUT
 JK1165'THE SAME ELEVATION AS THE STATION MARK.
 JK1165'
 JK1165'REFERENCE MARK NUMBER 4 IS A REFERENCE MARK DISK, STAMPED GARDEN
 JK1165'1953 NO 4 1976, CLAMPED TO THE TOP OF A COPPER COVERED ROD WHICH
 JK1165'IS ATTACHED TO AN OCTAGON SHAPED STEEL PLATE WHICH IS BURRIED
 JK1165'IN THE GROUND.  DISK IS FLUSH WITH THE GROUND.  MARK IS 74-1/2
 JK1165'FEET NORTHWEST OF TEMPLETON GAP ROAD AND ABOUT 2 FEET HIGHER IN
 JK1165'ELEVATION THAN THE STATION MARK.
 JK1165'
 JK1165'AZIMUTH MARK IS AN AZIMUTH MARK DISK, STAMPED GARDEN 1953, SET IN
 JK1165'THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 JK1165'MARK IS 36 FEET SOUTHEAST OF TEMPLETON GAP ROAD AND IN GRAVELED
 JK1165'DRIVEWAY.
 JK1165'
 JK1165'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES NE OF
 JK1165'COLORADO SPRINGS.
 JK1165
 JK1165                          STATION RECOVERY (1997)
 JK1165
 JK1165'RECOVERY NOTE BY US POWER SQUADRON 1997
 JK1165'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0739 ***********************************************************************
 KL0739  DESIGNATION -  GARDNER
 KL0739  PID         -  KL0739
 KL0739  STATE/COUNTY-  CO/GARFIELD
 KL0739  USGS QUAD   -  ANVIL POINTS (1982)
 KL0739
 KL0739                         *CURRENT SURVEY CONTROL
 KL0739  ___________________________________________________________________
 KL0739* NAD 83(1992)-  39 34 02.59212(N)    107 54 35.87526(W)     ADJUSTED  
 KL0739* NAVD 88     -      2831.60   (+/-2cm)    9290.0    (feet)  VERTCON   
 KL0739  ___________________________________________________________________
 KL0739  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 KL0739  GEOID HEIGHT-         -15.77  (meters)                     GEOID03
 KL0739
 KL0739  HORZ ORDER  -  THIRD
 KL0739  VERT ORDER  -  THIRD ? (See Below)
 KL0739
 KL0739.The horizontal coordinates were established by classical geodetic methods
 KL0739.and adjusted by the National Geodetic Survey in January 1993..
 KL0739
 KL0739.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0739.The vertical order pertains to the NGVD 29 superseded value.
 KL0739
 KL0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0739
 KL0739.The geoid height was determined by GEOID03.
 KL0739
 KL0739;                    North         East     Units Scale Factor Converg.
 KL0739;SPC CO C     -   500,043.703   707,343.493   MT  0.99996898   -1 31 11.8
 KL0739;SPC CO C     - 1,640,560.05  2,320,676.11   sFT  0.99996898   -1 31 11.8
 KL0739;UTM  13      - 4,383,788.617   250,025.346   MT  1.00036941   -1 51 16.4
 KL0739
 KL0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0739!SPC CO C     -   0.99955843  x   0.99996898  =   0.99952742
 KL0739!UTM  13      -   0.99955843  x   1.00036941  =   0.99992768
 KL0739
 KL0739:                Primary Azimuth Mark                     Grid Az
 KL0739:SPC CO C     -  DOYLE                                    224 45 18.2
 KL0739:UTM  13      -  DOYLE                                    225 05 22.8
 KL0739
 KL0739|---------------------------------------------------------------------|
 KL0739| PID    Reference Object                     Distance      Geod. Az  |
 KL0739|                                                           dddmmss.s |
 KL0739| KL0741 DOYLE                               APPROX. 7.0 KM 2231406.4 |
 KL0739|---------------------------------------------------------------------|
 KL0739
 KL0739                          SUPERSEDED SURVEY CONTROL
 KL0739
 KL0739  NAD 83(1986)-  39 34 02.58576(N)    107 54 35.86827(W) AD(       ) 3
 KL0739  NAD 27      -  39 34 02.66418(N)    107 54 33.61936(W) AD(       ) 3
 KL0739  NGVD 29 (07/19/86) 2830.27   (m)         9285.6    (f) LEVELING    3  
 KL0739
 KL0739.Superseded values are not recommended for survey control.
 KL0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0739.See file dsdata.txt to determine how the superseded data were derived.
 KL0739
 KL0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD5002583789(NAD 83)
 KL0739_MARKER: DD = SURVEY DISK
 KL0739_SETTING: 80 = SET IN A BOULDER
 KL0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0739+STABILITY: SURFACE MOTION
 KL0739
 KL0739  HISTORY     - Date     Condition        Report By
 KL0739  HISTORY     - 1945     MONUMENTED       USGS
 KL0739
 KL0739                          STATION DESCRIPTION
 KL0739
 KL0739'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 KL0739'LOCATED ON A HIGH SAGE BRUSH TOP IN THE SW. 1/4 SEC. 35, T 5 S,
 KL0739'R 94 W, ABOUT 0.75 MI. NE. FROM GARDNERS CABIN, 750 FT. W. FROM
 KL0739'BUREAU OF MINES ROAD IN SADDLE, 1236.3 CHAINED FT. E. FROM GARDNER
 KL0739'TWIN ABOVE OIL SHALE CLIFFS ON THE RIM.
 KL0739'
 KL0739'STATION MARK--STANDARD TABLET, STAMPED ---GARDNER 1945---, SET IN
 KL0739'BOULDER, FLUSH WITH GROUND.
 KL0739'
 KL0739'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0445 ***********************************************************************
 KM0445  DESIGNATION -  GARFIELD
 KM0445  PID         -  KM0445
 KM0445  STATE/COUNTY-  CO/MESA
 KM0445  USGS QUAD   -  CLIFTON (1973)
 KM0445
 KM0445                         *CURRENT SURVEY CONTROL
 KM0445  ___________________________________________________________________
 KM0445* NAD 83(1992)-  39 07 28.47682(N)    108 24 37.01254(W)     ADJUSTED  
 KM0445* NAVD 88     -      2062.9    (meters)    6768.     (feet)  VERTCON   
 KM0445  ___________________________________________________________________
 KM0445  LAPLACE CORR-           5.12  (seconds)                    DEFLEC99
 KM0445  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 KM0445
 KM0445  HORZ ORDER  -  THIRD
 KM0445
 KM0445.The horizontal coordinates were established by classical geodetic methods
 KM0445.and adjusted by the National Geodetic Survey in January 1993..
 KM0445
 KM0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0445
 KM0445.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0445
 KM0445.The geoid height was determined by GEOID03.
 KM0445
 KM0445;                    North         East     Units Scale Factor Converg.
 KM0445;SPC CO C     -   452,168.498   662,796.460   MT  0.99993599   -1 50 07.7
 KM0445;SPC CO C     - 1,483,489.48  2,174,524.72   sFT  0.99993599   -1 50 07.7
 KM0445;UTM  12      - 4,333,794.876   723,870.213   MT  1.00021715   +1 38 05.3
 KM0445
 KM0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0445!SPC CO C     -   0.99967905  x   0.99993599  =   0.99961506
 KM0445!UTM  12      -   0.99967905  x   1.00021715  =   0.99989613
 KM0445
 KM0445                          SUPERSEDED SURVEY CONTROL
 KM0445
 KM0445  NAD 83(1986)-  39 07 28.47382(N)    108 24 36.99868(W) AD(       ) 3
 KM0445  NGVD 29 (05/18/92) 2061.9    (m)         6765.     (f) VERT ANG       
 KM0445
 KM0445.Superseded values are not recommended for survey control.
 KM0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0445.See file dsdata.txt to determine how the superseded data were derived.
 KM0445
 KM0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ2387033795(NAD 83)
 KM0445_MARKER: DD = SURVEY DISK
 KM0445_SETTING: 0 = UNSPECIFIED SETTING
 KM0445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0445+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2005
 KM0445
 KM0445  HISTORY     - Date     Condition        Report By
 KM0445  HISTORY     - 1953     MONUMENTED       USGS
 KM0445  HISTORY     - 20050307 GOOD             GEOCAC
 KM0445
 KM0445                          STATION DESCRIPTION
 KM0445
 KM0445'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 KM0445'STATION IS LOCATED 3 MI. W. AND 1 MI. N. OF PALISADE, COLORADO, ON
 KM0445'TOP OF GARFIELD MTN., WHICH IS AT THE VERTEX OF THE ANGLE FORMED BY
 KM0445'THE BOOK CLIFFS.  STATION IS ABOUT 5 FT. N. OF EDGE OF CLIFF.
 KM0445'
 KM0445'TO REACH FROM PALISADE POST OFFICE, PROCEED N. 0.1 MI. ACROSS
 KM0445'RAILROAD TRACK TO W. 1ST STREET, LEFT (W.) 0.6 MI. TO DIRT RD., THEN
 KM0445'RIGHT (N.) 0.2 MI. TO RD. INTERSECTION AT DITCH, LEFT (W.) 1.0 MI. TO
 KM0445'RD. INTERSECTION, CONTINUE W. 0.5 MI. TO SHARP CURVE N., CONTINUE N.
 KM0445'0.4 MI. TO COAL MINE AND END OF TRUCK TRAVEL.  FOLLOW TRAIL, ON SPUR
 KM0445'W. OF MINE, IN A NW. DIRECTION, KEEPING ON S. SIDE OF CLIFFS, TO
 KM0445'SADDLE, JUST E. OF GARFIELD MTN.  FROM SADDLE PROCEED W. TO TOP OF
 KM0445'MOUNTAIN AND STATION.  ABOUT A 2-HOUR PACK.
 KM0445'
 KM0445'STATION MARK--A STANDARD TABLET CEMENTED IN SANDSTONE, STAMPED
 KM0445'---GARFIELD 1953---.
 KM0445'
 KM0445'REFERENCE MARK--A CHISELED SQUARE IN SANDSTONE, 122.85 FT.,
 KM0445'S 68 DEG 58 MIN E FROM STATION.
 KM0445
 KM0445                          STATION RECOVERY (2005)
 KM0445
 KM0445'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0526 ***********************************************************************
 HK0526  DESIGNATION -  GARLAND
 HK0526  PID         -  HK0526
 HK0526  STATE/COUNTY-  CO/COSTILLA
 HK0526  USGS QUAD   -  FORT GARLAND (1982)
 HK0526
 HK0526                         *CURRENT SURVEY CONTROL
 HK0526  ___________________________________________________________________
 HK0526* NAD 83(1992)-  37 29 13.27751(N)    105 28 22.30059(W)     ADJUSTED  
 HK0526* NAVD 88     -      2724.3    (meters)    8938.     (feet)  VERTCON   
 HK0526  ___________________________________________________________________
 HK0526  LAPLACE CORR-           5.29  (seconds)                    DEFLEC99
 HK0526  GEOID HEIGHT-         -16.26  (meters)                     GEOID03
 HK0526
 HK0526  HORZ ORDER  -  FIRST
 HK0526
 HK0526.The horizontal coordinates were established by classical geodetic methods
 HK0526.and adjusted by the National Geodetic Survey in January 1993..
 HK0526
 HK0526.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0526
 HK0526.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0526
 HK0526.The geoid height was determined by GEOID03.
 HK0526
 HK0526;                    North         East     Units Scale Factor Converg.
 HK0526;SPC CO S     -   395,846.881   916,801.911   MT  0.99996365   +0 00 59.9
 HK0526;SPC CO S     - 1,298,707.64  3,007,874.27   sFT  0.99996365   +0 00 59.9
 HK0526;UTM  13      - 4,149,006.461   458,196.400   MT  0.99962153   -0 17 16.0
 HK0526
 HK0526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0526!SPC CO S     -   0.99957523  x   0.99996365  =   0.99953889
 HK0526!UTM  13      -   0.99957523  x   0.99962153  =   0.99919692
 HK0526
 HK0526|---------------------------------------------------------------------|
 HK0526| PID    Reference Object                     Distance      Geod. Az  |
 HK0526|                                                           dddmmss.s |
 HK0526| CM8155 GARLAND RM 1                          7.675 METERS 03756     |
 HK0526| CM8156 GARLAND RM 2                         17.851 METERS 16842     |
 HK0526| CM8154 GARLAND AZ MK                                      2344020.1 |
 HK0526|---------------------------------------------------------------------|
 HK0526
 HK0526                          SUPERSEDED SURVEY CONTROL
 HK0526
 HK0526  NAD 83(1986)-  37 29 13.27925(N)    105 28 22.31431(W) AD(       ) 1
 HK0526  NAD 27      -  37 29 13.25500(N)    105 28 20.27400(W) AD(       ) 1
 HK0526  NGVD 29 (06/01/92) 2722.9    (m)         8933.     (f) VERT ANG       
 HK0526
 HK0526.Superseded values are not recommended for survey control.
 HK0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0526.See file dsdata.txt to determine how the superseded data were derived.
 HK0526
 HK0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB5819649006(NAD 83)
 HK0526_MARKER: DS = TRIANGULATION STATION DISK
 HK0526_SETTING: 66 = SET IN ROCK OUTCROP
 HK0526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0526
 HK0526  HISTORY     - Date     Condition        Report By
 HK0526  HISTORY     - 1936     MONUMENTED       CGS
 HK0526  HISTORY     - 1967     GOOD             USGS
 HK0526
 HK0526                          STATION DESCRIPTION
 HK0526
 HK0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 HK0526'STATION IS ABOUT 3-1/2 MILES N AND 2-1/2 MILES E OF BLANCA, ABOUT
 HK0526'1/4 MILE N OF THE CENTER OF SEC. 6, T 37 N, R 72 W, ON A N-S
 HK0526'RIDGE, ON A SUMMIT OF A ROCKY TOPPED BUTTE FORMING PART OF THE
 HK0526'FOOTHILL ON THE S SIDE OF BLANCA MOUNTAIN, AND ON THE HIGHEST
 HK0526'POINT IN THE VICINITY.
 HK0526'
 HK0526'THE AZIMUTH MARK IS ABOUT 1/2 MILE WSW OF THE STATION AND
 HK0526'CONSIDERABLY LOWER THAN THE STATION, ON A N-S RIDGE ON THE W SIDE
 HK0526'OF A SMALL WASH AND ON TOP OF A LARGE ROCK OUTCROP ON THE E SIDE
 HK0526'OF THE TOP OF THE RIDGE AND THE HIGHEST POINT IN THE IMMEDIATE
 HK0526'VICINITY.
 HK0526'
 HK0526'THE STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 HK0526'IN OUTCROPPING BEDROCK.
 HK0526'
 HK0526'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 HK0526'DRILL HOLES IN BOULDERS.
 HK0526'
 HK0526'TO REACH FROM BLANCA GO N ON GRAVEL ROAD AT W END OF BUSINESS
 HK0526'DISTRICT AND FROM J.W. SKINKLE STORE ON HIGHWAY, 0.8 MILE JOG
 HK0526'RIGHT ABOUT 50 FEET AND CONTINUE N 2.8 MILES CROSS IRRIGATION
 HK0526'DITCH, TURN RIGHT, (E) THROUGH GATE AND BEAR RIGHT AND GO EASTERLY
 HK0526'ON DIM ROAD, 3.9 MILES TO GATE IN N-S FENCE LINE, TAKE LEFT FORK
 HK0526'AND GO NE 4.8 MILES.  ENTER WASH AND CONTINUE NE (FROM HERE THE
 HK0526'STATION IS ON THE N END OF THE RIDGE TO THE NE) 5.0 MILES.
 HK0526'AZIMUTH MARK IS ABOUT 40 YARDS TO W AND ON TOP OF RIDGE.
 HK0526'5.3 MILES END OF TRUCK TRAVEL.  STATION IS 20-MINUTE PACK TO
 HK0526'TOP OF RIDGE TO NE.
 HK0526
 HK0526                          STATION RECOVERY (1967)
 HK0526
 HK0526'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HK0526'NO TEXT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0443 ***********************************************************************
 KJ0443  DESIGNATION -  GARNER
 KJ0443  PID         -  KJ0443
 KJ0443  STATE/COUNTY-  CO/KIT CARSON
 KJ0443  USGS QUAD   -  STRATTON NW (1979)
 KJ0443
 KJ0443                         *CURRENT SURVEY CONTROL
 KJ0443  ___________________________________________________________________
 KJ0443* NAD 83(1992)-  39 26 40.14087(N)    102 40 53.16869(W)     ADJUSTED  
 KJ0443* NAVD 88     -      1350.     (meters)    4429.     (feet)  SCALED    
 KJ0443  ___________________________________________________________________
 KJ0443  LAPLACE CORR-          -4.80  (seconds)                    DEFLEC99
 KJ0443  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 KJ0443
 KJ0443  HORZ ORDER  -  FIRST
 KJ0443
 KJ0443.The horizontal coordinates were established by classical geodetic methods
 KJ0443.and adjusted by the National Geodetic Survey in January 1993..
 KJ0443
 KJ0443.The orthometric height was scaled from a topographic map.
 KJ0443
 KJ0443.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0443
 KJ0443.The geoid height was determined by GEOID03.
 KJ0443
 KJ0443;                    North         East     Units Scale Factor Converg.
 KJ0443;SPC CO C     -   487,415.675 1,156,978.807   MT  0.99995383   +1 46 39.5
 KJ0443;SPC CO C     - 1,599,129.59  3,795,854.64   sFT  0.99995383   +1 46 39.5
 KJ0443;SPC CO N     -   320,997.573 1,157,001.436   MT  1.00005507   +1 49 16.2
 KJ0443;SPC CO N     - 1,053,139.54  3,795,928.88   sFT  1.00005507   +1 49 16.2
 KJ0443;UTM  13      - 4,368,668.818   699,516.976   MT  1.00009014   +1 28 24.7
 KJ0443
 KJ0443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0443!SPC CO C     -   0.99979177  x   0.99995383  =   0.99974561
 KJ0443!SPC CO N     -   0.99979177  x   1.00005507  =   0.99984683
 KJ0443!UTM  13      -   0.99979177  x   1.00009014  =   0.99988189
 KJ0443
 KJ0443|---------------------------------------------------------------------|
 KJ0443| PID    Reference Object                     Distance      Geod. Az  |
 KJ0443|                                                           dddmmss.s |
 KJ0443| CP8077 GARNER RM 1                          16.203 METERS 05416     |
 KJ0443| CP8078 GARNER RM 2                          16.569 METERS 15037     |
 KJ0443| CP8076 GARNER AZ MK                                       2631802.3 |
 KJ0443|---------------------------------------------------------------------|
 KJ0443
 KJ0443                          SUPERSEDED SURVEY CONTROL
 KJ0443
 KJ0443  NAD 83(1986)-  39 26 40.13604(N)    102 40 53.16653(W) AD(       ) 1
 KJ0443  NAD 27      -  39 26 40.16766(N)    102 40 51.43057(W) AD(       ) 1
 KJ0443
 KJ0443.Superseded values are not recommended for survey control.
 KJ0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0443.See file dsdata.txt to determine how the superseded data were derived.
 KJ0443
 KJ0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD9951768669(NAD 83)
 KJ0443_MARKER: DS = TRIANGULATION STATION DISK
 KJ0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0443_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KJ0443
 KJ0443  HISTORY     - Date     Condition        Report By
 KJ0443  HISTORY     - 1968     MONUMENTED       CGS
 KJ0443
 KJ0443                          STATION DESCRIPTION
 KJ0443
 KJ0443'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KJ0443'THE STATION IS LOCATED IN THE NORTHWEST 1/4 OF SECTION 17 T. 7 S.,
 KJ0443'R. 47 W., ON PROPERTY OWNED BY MR. LYLE GARNER.  IT IS ABOUT 14-1/4
 KJ0443'MILES NORTHEAST OF SEIBERT, 12-3/4 MILES SOUTH-SOUTHWEST OF KIRK,
 KJ0443'10-1/2 MILES NORTH-NORTHEAST OF VONA, 10-1/2 MILES NORTH-NORTHWEST
 KJ0443'OF STRATTON AND ON A HIGH GRASSY KNOLL.
 KJ0443'
 KJ0443'TO REACH THE STATION FROM THE POST OFFICE IN KIRK, GO SOUTH ON
 KJ0443'STATE HIGHWAY 57 FOR 9.5 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 KJ0443'WEST ON A GRAVELED ROAD FOR 5.0 MILES TO A CROSSROAD.  TURN LEFT
 KJ0443'AND GO SOUTH ON A DIRT AND GRAVELED ROAD FOR 0.55 MILE TO A
 KJ0443'DRIVEWAY ON THE RIGHT.  CONTINUE SOUTH ON A TRACK ROAD (THIS
 KJ0443'TRACK ROAD IS BETWEEN TWO NORTH-SOUTH FENCES) FOR 2.25 MILES TO A
 KJ0443'WIRE GATE IN THE EAST NORTH-SOUTH FENCE.  (THE AZIMUTH MARK IS
 KJ0443'JUST SOUTH OF THIS GATE).  TURN LEFT, PASS THROUGH THE GATE, AND GO
 KJ0443'EAST ON A TRACK ROAD FOR 0.25 MILE TO A WINDMILL AND WALLS OF AN
 KJ0443'ABANDONED CONCRETE BUILDING ON THE RIGHT.  BEAR LEFT AND FOLLOW
 KJ0443'THE TRACK ROAD NORTHEAST, UP HILL, FOR 0.15 MILE TO THE SUMMIT
 KJ0443'OF THE GRASSY HILL AND THE STATION ON THE RIGHT AS DESCRIBED.
 KJ0443'
 KJ0443'THE STATION MARK IS A STANDARD DISK STAMPED GARNER 1968, SET IN
 KJ0443'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 3
 KJ0443'INCHES ABOVE THE GROUND SURFACE.  IT IS 30 FEET SOUTHEAST OF THE
 KJ0443'DIM TRACK ROAD AND 3.8 FEET NORTHEAST OF A METAL WITNESS POST.
 KJ0443'
 KJ0443'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GARNER NO 1 1968,
 KJ0443'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KJ0443'PROJECTING 7 INCHES ABOVE THE GROUND SURFACE.  IT IS 56.9 FEET
 KJ0443'NORTHEAST OF THE METAL WITNESS POST, 22 FEET SOUTHEAST OF THE DIM
 KJ0443'TRACK ROAD AND ABOUT 2 FEET LOWER THAN THE STATION MARK
 KJ0443'ELEVATION.
 KJ0443'
 KJ0443'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GARNER NO 2 1968, SET
 KJ0443'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING
 KJ0443'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 84 FEET SOUTHEAST OF
 KJ0443'THE DIM TRACK ROAD AND 55.0 FEET SOUTHEAST OF THE METAL WITNESS
 KJ0443'POST.
 KJ0443'
 KJ0443'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GARNER 1968, SET IN
 KJ0443'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 4
 KJ0443'INCHES ABOVE THE GROUND SURFACE.  IT IS 16 FEET SOUTH OF THE CENTER
 KJ0443'OF THE WIRE GATE, 2.3 FEET SOUTH OF A METAL WITNESS POST AND 0.9
 KJ0443'FOOT EAST OF THE EAST NORTH-SOUTH FENCE.
 KJ0443'
 KJ0443'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0691 ***********************************************************************
 LK0691  DESIGNATION -  GARY
 LK0691  PID         -  LK0691
 LK0691  STATE/COUNTY-  CO/MORGAN
 LK0691  USGS QUAD   -  GARY (1984)
 LK0691
 LK0691                         *CURRENT SURVEY CONTROL
 LK0691  ___________________________________________________________________
 LK0691* NAD 83(1992)-  40 04 12.54610(N)    103 35 00.46833(W)     ADJUSTED  
 LK0691* NAVD 88     -      1339.4    (meters)    4394.     (feet)  VERTCON   
 LK0691  ___________________________________________________________________
 LK0691  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 LK0691  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 LK0691
 LK0691  HORZ ORDER  -  FIRST
 LK0691
 LK0691.The horizontal coordinates were established by classical geodetic methods
 LK0691.and adjusted by the National Geodetic Survey in January 1993..
 LK0691
 LK0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0691
 LK0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0691
 LK0691.The geoid height was determined by GEOID03.
 LK0691
 LK0691;                    North         East     Units Scale Factor Converg.
 LK0691;SPC CO N     -   388,376.161 1,077,875.702   MT  0.99996179   +1 14 18.0
 LK0691;SPC CO N     - 1,274,197.45  3,536,330.53   sFT  0.99996179   +1 14 18.0
 LK0691;UTM  13      - 4,436,504.736   620,793.444   MT  0.99977962   +0 54 43.1
 LK0691
 LK0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0691!SPC CO N     -   0.99979304  x   0.99996179  =   0.99975484
 LK0691!UTM  13      -   0.99979304  x   0.99977962  =   0.99957271
 LK0691
 LK0691|---------------------------------------------------------------------|
 LK0691| PID    Reference Object                     Distance      Geod. Az  |
 LK0691|                                                           dddmmss.s |
 LK0691| CP8086 GARY RM 1                            34.034 METERS 00235     |
 LK0691| CP8087 GARY RM 2                            31.370 METERS 08723     |
 LK0691| CP8085 GARY AZ MK                                         1863804.7 |
 LK0691|---------------------------------------------------------------------|
 LK0691
 LK0691                          SUPERSEDED SURVEY CONTROL
 LK0691
 LK0691  NAD 83(1986)-  40 04 12.53783(N)    103 35 00.46795(W) AD(       ) 1
 LK0691  NAD 27      -  40 04 12.59800(N)    103 34 58.66400(W) AD(       ) 1
 LK0691  NGVD 29 (07/19/86) 1338.7    (m)         4392.     (f) VERT ANG       
 LK0691
 LK0691.Superseded values are not recommended for survey control.
 LK0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0691.See file dsdata.txt to determine how the superseded data were derived.
 LK0691
 LK0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE2079336505(NAD 83)
 LK0691_MARKER: DS = TRIANGULATION STATION DISK
 LK0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0691
 LK0691  HISTORY     - Date     Condition        Report By
 LK0691  HISTORY     - 1934     MONUMENTED       CGS
 LK0691  HISTORY     - 1965     GOOD             USGS
 LK0691  HISTORY     - 1973     SEE DESCRIPTION  USGS
 LK0691  HISTORY     - 1974     SEE DESCRIPTION  NGS
 LK0691
 LK0691                          STATION DESCRIPTION
 LK0691
 LK0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 LK0691'LOCALITY--SEC. 7, T. 1 N., R. 55 W.  THE STATION IS ON HIGH
 LK0691'GROUND IN PASTURE LAND OWNED BY MR. PETERSON AND RENTED BY
 LK0691'ED. PURVIS, 150 YARDS EAST OF STATE HIGHWAY 71 AND APPROXIMATELY
 LK0691'1/4 MILE SOUTH OF GARY POST OFFICE.
 LK0691'
 LK0691'THE STATION MAY BE REACHED FROM THE GARY POST OFFICE BY GOING
 LK0691'SOUTH ON STATE HIGHWAY 71 TO THE FIRST RANCH ON THE EAST SIDE
 LK0691'OF THE HIGHWAY.  LEAVE THE HIGHWAY AND GO EAST THROUGH LANE
 LK0691'TO GATE ON NORTH SIDE OF LANE.  PASS THROUGH GATE AND GO NORTH
 LK0691'TO THE HIGHEST GROUND AND STATION.
 LK0691'
 LK0691'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LK0691'BRONZE DISKS SET.
 LK0691'
 LK0691'REFERENCE MARK NO. 1 IS NORTH OF THE STATION.
 LK0691'
 LK0691'REFERENCE MARK NO. 2 IS EAST OF THE STATION.
 LK0691'
 LK0691'AZIMUTH MARK IS SOUTH OF THE STATION, 78 FEET FROM THE NORTHWEST
 LK0691'CORNER OF FARMHOUSE, 38 FEET NORTHWEST OF WINDMILL, 20 FEET
 LK0691'WEST OF THE CENTER OF GATE IN EAST-WEST FENCE, AND 4 FEET
 LK0691'NORTH OF THE EAST-WEST FENCE.
 LK0691'
 LK0691'A 4-FOOT STAND WILL CLEAR ALL LINES.
 LK0691
 LK0691                          STATION RECOVERY (1965)
 LK0691
 LK0691'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LK0691'STATION RECOVERED.  LOCALITY--SEC. 7, T. 1 N., R.55W. RENTED
 LK0691'BY ED PURVIS, 150 YARDS EAST OF A COUNTY ROAD AND APPROXIMATELY
 LK0691'1/4 MILE SOUTH OF GARY SCHOOL.
 LK0691'
 LK0691'THE STATION MAY BE REACHED BY GOING SOUTH ON COUNTY ROAD FROM
 LK0691'GARY SCHOOL TO THE FIRST RANCH ON THE WEST SIDE OF THE ROAD.
 LK0691'LEAVE THE ROAD AND TURN EAST ON TRACK ROAD LEADING TO A WELL
 LK0691'AT TOP OF HILL AND STATION.
 LK0691'
 LK0691'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--GARY, 12.5
 LK0691'MILES SOUTH OF BRUSH, COLORADO
 LK0691
 LK0691                          STATION RECOVERY (1973)
 LK0691
 LK0691'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (KCP)
 LK0691'STATION MARK AND R.M.S SEARCHED FOR AND NOT FOUND.  RECENT
 LK0691'DEMOLITION OF WELL MAY HAVE ACCOUNTED FOR THE STA. MARK.
 LK0691
 LK0691                          STATION RECOVERY (1974)
 LK0691
 LK0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LK0691'STATION MARK AND REFERENCE MARKS HAVE APPARENTLY BEEN DESTROYED
 LK0691'AS THERE IS NO VISIBLE SIGN AT THE STATION SITE.
 LK0691'
 LK0691'A RECENT DEMOLITION OF A WELL AT THE STATION SITE COULD HAVE
 LK0691'ACCOUNTED FOR THE STATION MARK BEING LOST AND A LOCAL FARMER
 LK0691'REMEMBERED SEEING ONE OF OUR MARKS LYING IN A DITCH FOR SOME
 LK0691'TIME, THEN A MAN FROM THE GOVERNMENT CAME AND GOT IT.
 LK0691'
 LK0691'THE AZIMUTH MARK COULD STILL BE THERE.  IT WAS NOT LOCATED
 LK0691'AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0891 ***********************************************************************
 JJ0891  DESIGNATION -  GAS
 JJ0891  PID         -  JJ0891
 JJ0891  STATE/COUNTY-  CO/CHEYENNE
 JJ0891  USGS QUAD   -  ARSENIC LAKE (1982)
 JJ0891
 JJ0891                         *CURRENT SURVEY CONTROL
 JJ0891  ___________________________________________________________________
 JJ0891* NAD 83(1992)-  38 44 37.77580(N)    102 58 44.90751(W)     ADJUSTED  
 JJ0891* NAVD 88     -      1365.     (meters)    4478.     (feet)  SCALED    
 JJ0891  ___________________________________________________________________
 JJ0891  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 JJ0891  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 JJ0891
 JJ0891  HORZ ORDER  -  THIRD
 JJ0891
 JJ0891.The horizontal coordinates were established by classical geodetic methods
 JJ0891.and adjusted by the National Geodetic Survey in January 1993..
 JJ0891
 JJ0891.The orthometric height was scaled from a topographic map.
 JJ0891
 JJ0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0891
 JJ0891.The geoid height was determined by GEOID03.
 JJ0891
 JJ0891;                    North         East     Units Scale Factor Converg.
 JJ0891;SPC CO C     -   408,912.128 1,133,522.089   MT  0.99995523   +1 35 23.6
 JJ0891;SPC CO C     - 1,341,572.54  3,718,897.05   sFT  0.99995523   +1 35 23.6
 JJ0891;UTM  13      - 4,290,288.195   675,626.942   MT  0.99997984   +1 15 54.2
 JJ0891
 JJ0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0891!SPC CO C     -   0.99978944  x   0.99995523  =   0.99974468
 JJ0891!UTM  13      -   0.99978944  x   0.99997984  =   0.99976928
 JJ0891
 JJ0891|---------------------------------------------------------------------|
 JJ0891| PID    Reference Object                     Distance      Geod. Az  |
 JJ0891|                                                           dddmmss.s |
 JJ0891| CM8163 GAS RM 1                              8.904 METERS 02631     |
 JJ0891| JJ0900 SORRENITO RR SIDING GRAIN ELEV      APPROX. 7.8 KM 0584225.5 |
 JJ0891| CM8165 GAS RM 3                             24.329 METERS 10909     |
 JJ0891| CM8164 GAS RM 2                             24.185 METERS 10928     |
 JJ0891| CM8161 GAS AZ MK                                          1782150.8 |
 JJ0891| CM8162 GAS AZ MK 2                                        1795410.9 |
 JJ0891|---------------------------------------------------------------------|
 JJ0891
 JJ0891                          SUPERSEDED SURVEY CONTROL
 JJ0891
 JJ0891  NAD 83(1986)-  38 44 37.77259(N)    102 58 44.90375(W) AD(       ) 3
 JJ0891  NAD 27      -  38 44 37.77170(N)    102 58 43.16242(W) AD(       ) 3
 JJ0891
 JJ0891.Superseded values are not recommended for survey control.
 JJ0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0891.See file dsdata.txt to determine how the superseded data were derived.
 JJ0891
 JJ0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC7562790288(NAD 83)
 JJ0891_MARKER: DS = TRIANGULATION STATION DISK
 JJ0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0891
 JJ0891  HISTORY     - Date     Condition        Report By
 JJ0891  HISTORY     - 1954     MONUMENTED       CGS
 JJ0891
 JJ0891                          STATION DESCRIPTION
 JJ0891
 JJ0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0891'THE STATION IS LOCATED AIRLINE, ABOUT 6 MILES SOUTH-SOUTHEAST
 JJ0891'OF WILD HORSE AND ABOUT 9 MILES WEST-SOUTHWEST OF KIT CARSON
 JJ0891'ALONG THE WEST SIDE OF A NORTH-SOUTH DIRT ROAD.
 JJ0891'
 JJ0891'THE STATION IS A STANDARD DISK STAMPED GAS 1954 SET IN TOP
 JJ0891'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 JJ0891'3 INCHES ABOVE THE GROUND.  IT IS 12 FEET WEST OF A NORTH-SOUTH
 JJ0891'FENCE LINE AND 39 FEET WEST OF THE CENTER LINE OF A DIRT
 JJ0891'ROAD.
 JJ0891'
 JJ0891'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED GAS
 JJ0891'NO 1 1954 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JJ0891'WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT
 JJ0891'THE SAME ELEVATION AS THE STATION.  IT IS 1 FOOT WEST OF A
 JJ0891'NORTH-SOUTH FENCE LINE, 1 FOOT NORTH OF A WHITE WITNESS POST
 JJ0891'AND 28 FEET WEST OF THE CENTER LINE OF A DIRT ROAD.
 JJ0891'
 JJ0891'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED GAS
 JJ0891'NO 2 1954 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JJ0891'WHICH PROJECTS ABOUT 1 INCH ABOVE THE GROUND AND IS ABOUT
 JJ0891'3 FEET LOWER THAN THE STATION.  IT IS 1 FOOT WEST OF A NORTH-SOUTH
 JJ0891'FENCE LINE AND 33 FEET EAST OF THE CENTER LINE OF A DIRT
 JJ0891'ROAD.
 JJ0891'
 JJ0891'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GAS 1954 SET IN
 JJ0891'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 JJ0891'1 INCH ABOVE THE GROUND.  IT IS 2 FEET WEST OF A NORTH-SOUTH
 JJ0891'FENCE LINE AND 27 FEET EAST OF THE CENTER LINE OF A DIRT
 JJ0891'ROAD.
 JJ0891'
 JJ0891'TO REACH THE STATION FROM THE POST OFFICE IN WILD HORSE, GO
 JJ0891'WEST ON U.S. HIGHWAY 40 FOR 0.2 MILE.  TURN LEFT OFF THE
 JJ0891'HIGHWAY AND GO SOUTH ON A DIRT ROAD FOR 4.3 MILES TO A CROSS
 JJ0891'ROAD.  TURN LEFT AND GO EAST FOR 1.9 MILES.  TURN RIGHT AND
 JJ0891'GO SOUTH FOR 1.3 MILES TO THE TOP OF A SMALL RISE, A WHITE
 JJ0891'WITNESS POST AND THE STATION ON THE RIGHT, WEST SIDE.
 JJ0891'
 JJ0891'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON THE
 JJ0891'DIRT ROAD FOR 0.5 MILE TO THE AZIMUTH MARK ON THE LEFT, EAST
 JJ0891'SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0785 ***********************************************************************
 KL0785  DESIGNATION -  GAS 200
 KL0785  PID         -  KL0785
 KL0785  STATE/COUNTY-  CO/CHAFFEE
 KL0785  USGS QUAD   -  MOUNT ELBERT (1979)
 KL0785
 KL0785                         *CURRENT SURVEY CONTROL
 KL0785  ___________________________________________________________________
 KL0785* NAD 83(1992)-  39 00 13.74247(N)    106 26 18.71468(W)     ADJUSTED  
 KL0785* NAVD 88     -      4126.3    (meters)   13538.     (feet)  VERTCON   
 KL0785  ___________________________________________________________________
 KL0785  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 KL0785  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 KL0785
 KL0785  HORZ ORDER  -  THIRD
 KL0785
 KL0785.The horizontal coordinates were established by classical geodetic methods
 KL0785.and adjusted by the National Geodetic Survey in January 1993..
 KL0785
 KL0785.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0785
 KL0785.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0785
 KL0785.The geoid height was determined by GEOID03.
 KL0785
 KL0785;                    North         East     Units Scale Factor Converg.
 KL0785;SPC CO C     -   435,152.472   833,111.098   MT  0.99993734   -0 35 30.9
 KL0785;SPC CO C     - 1,427,662.74  2,733,298.66   sFT  0.99993734   -0 35 30.9
 KL0785;UTM  13      - 4,318,184.454   375,438.948   MT  0.99979105   -0 54 19.8
 KL0785
 KL0785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0785!SPC CO C     -   0.99935512  x   0.99993734  =   0.99929250
 KL0785!UTM  13      -   0.99935512  x   0.99979105  =   0.99914630
 KL0785
 KL0785                          SUPERSEDED SURVEY CONTROL
 KL0785
 KL0785  NAD 83(1986)-  39 00 13.73964(N)    106 26 18.72033(W) AD(       ) 3
 KL0785  NGVD 29 (12/18/91) 4124.3    (m)        13531.     (f) VERT ANG       
 KL0785
 KL0785.Superseded values are not recommended for survey control.
 KL0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0785.See file dsdata.txt to determine how the superseded data were derived.
 KL0785
 KL0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD7543918184(NAD 83)
 KL0785_MARKER: DD = SURVEY DISK
 KL0785_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KL0785_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KL0785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0785
 KL0785  HISTORY     - Date     Condition        Report By
 KL0785  HISTORY     - 1938     MONUMENTED       USFS
 KL0785  HISTORY     - 1954     GOOD             USGS
 KL0785
 KL0785                          STATION DESCRIPTION
 KL0785
 KL0785'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 KL0785'RECOVERED AND REDESCRIBED AS FOLLOWS
 KL0785'
 KL0785'THE STATION IS LOCATED ABOUT 6.5 MI. (AIRLINE) SW. OF TWIN LAKES,
 KL0785'COLORADO, AND ABOUT 1.5 MI. (AIRLINE) N. OF WINFIELD, COLORADO.  IT
 KL0785'IS ABOUT 1.5 MI. S. OF A LAKE.  THE STATION IS ON THE SW. END OF A
 KL0785'HIGH RIDGE JUST BEFORE THE RIDGE SPLITS TO FORM A RIDGE RUNNING TO
 KL0785'THE S. AND A RIDGE RUNNING W.  IT IS THE HIGHEST POINT IN THE
 KL0785'IMMEDIATE VICINITY.
 KL0785'
 KL0785'TO REACH FROM TWIN LAKES, COLORADO, DRIVE W. ON STATE HIGHWAY 80 FOR
 KL0785'0.2 MI., TURN LEFT AND FOLLOW TRACK RD. 0.3 MI. TO A STREAM.  THIS IS
 KL0785'THE END OF TRUCK TRAVEL.  PACK SOUTHERLY ACROSS TWO STREAMS AND THEN
 KL0785'FOLLOW THE FOREST SERVICE TRAIL UP BIG WILLIS GULCH TO A LAKE.  FROM
 KL0785'THE LAKE THE STATION HILL MAY BE SEEN JUST TO THE E. OF S. AT THE
 KL0785'HEAD OF THE BASIN.  FROM THE LAKE, CLIMB TO THE TOP OF A SMALL BENCH
 KL0785'ON THE E. SIDE OF LAKE, AND THEN PROCEED IN A SOUTHERLY DIRECTION
 KL0785'ALONG THE BENCH, AND THEN CLIMB TO THE TOP OF THE RIDGE THROUGH THE
 KL0785'LOWEST SADDLE.  PROCEED IN SOUTHERLY DIRECTION TO THE HIGHEST POINT
 KL0785'AND STATION.  IT IS ABOUT A 2 HOUR HORSEBACK RIDE TO THE LAKE AND
 KL0785'ABOUT A 2-1/2 HOUR CLIMB FROM THE LAKE TO THE STATION.
 KL0785'
 KL0785'STATION MARK--A BRONZE FOREST SERVICE TABLET SET IN TOP OF A 3/4 IN.
 KL0785'PIPE AND STAMPED---G A S 200---.
 KL0785'
 KL0785'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0809 ***********************************************************************
 JL0809  DESIGNATION -  GATE
 JL0809  PID         -  JL0809
 JL0809  STATE/COUNTY-  CO/GUNNISON
 JL0809  USGS QUAD   -  POISON DRAW (1982)
 JL0809
 JL0809                         *CURRENT SURVEY CONTROL
 JL0809  ___________________________________________________________________
 JL0809* NAD 83(1992)-  38 17 04.53951(N)    107 15 30.39711(W)     ADJUSTED  
 JL0809* NAVD 88     -      2825.6    (meters)    9270.     (feet)  VERTCON   
 JL0809  ___________________________________________________________________
 JL0809  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 JL0809  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 JL0809
 JL0809  HORZ ORDER  -  THIRD
 JL0809
 JL0809.The horizontal coordinates were established by classical geodetic methods
 JL0809.and adjusted by the National Geodetic Survey in January 1993..
 JL0809
 JL0809.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0809
 JL0809.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0809
 JL0809.The geoid height was determined by GEOID03.
 JL0809
 JL0809;                    North         East     Units Scale Factor Converg.
 JL0809;SPC CO C     -   356,383.604   760,556.152   MT  1.00003663   -1 06 32.5
 JL0809;SPC CO C     - 1,169,235.21  2,495,257.98   sFT  1.00003663   -1 06 32.5
 JL0809;UTM  13      - 4,239,804.810   302,471.417   MT  1.00008054   -1 23 59.0
 JL0809
 JL0809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0809!SPC CO C     -   0.99955915  x   1.00003663  =   0.99959576
 JL0809!UTM  13      -   0.99955915  x   1.00008054  =   0.99963965
 JL0809
 JL0809:                Primary Azimuth Mark                     Grid Az
 JL0809:SPC CO C     -  ROUND MTN                                023 18 33.9
 JL0809:UTM  13      -  ROUND MTN                                023 36 00.4
 JL0809
 JL0809|---------------------------------------------------------------------|
 JL0809| PID    Reference Object                     Distance      Geod. Az  |
 JL0809|                                                           dddmmss.s |
 JL0809| JL0773 ROUND MTN                           APPROX. 2.3 KM 0221201.4 |
 JL0809|---------------------------------------------------------------------|
 JL0809
 JL0809                          SUPERSEDED SURVEY CONTROL
 JL0809
 JL0809  NAD 83(1986)-  38 17 04.53564(N)    107 15 30.40546(W) AD(       ) 3
 JL0809  NAD 27      -  38 17 04.55539(N)    107 15 28.19674(W) AD(       ) 3
 JL0809  NGVD 29 (07/19/86) 2824.0    (m)         9265.     (f) VERT ANG       
 JL0809
 JL0809.Superseded values are not recommended for survey control.
 JL0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0809.See file dsdata.txt to determine how the superseded data were derived.
 JL0809
 JL0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC0247139805(NAD 83)
 JL0809_MARKER: DD = SURVEY DISK
 JL0809_SETTING: 66 = SET IN ROCK OUTCROP
 JL0809_SP_SET: SET IN ROCK OUTCROP
 JL0809_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0809+STABILITY: POSITION/ELEVATION WELL
 JL0809
 JL0809  HISTORY     - Date     Condition        Report By
 JL0809  HISTORY     - 1950     MONUMENTED       USGS
 JL0809
 JL0809                          STATION DESCRIPTION
 JL0809
 JL0809'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JL0809'STATION LOCATED APPROXIMATELY 13 MI. - AIRLINE - SE. OF SAPINERO,
 JL0809'COLORADO AND 16.0 MI. SW. OF IOLA, COLORADO.  IN T. 47 N., R. 3 W.,
 JL0809'SEC.31 ON SPUR RIDGE ON E. SIDE OF MOUNTAIN APPROX. 1000 FT. LOWER
 JL0809'THAN TOP.
 JL0809'
 JL0809'TO REACH FROM HOTEL AT SAPINERO, COLORADO, GO W. 0.1 MI. TO
 JL0809'INTERSECTION OF U.S. HWY. 50 CONTINUE SW. ALONG HWY. 50 3.2 MI.TO DIRT
 JL0809'RD. S. GO LEFT,S. ALONG DIRT RD. 4.6 MI. TO RD, FORK CONTINUE ON S.
 JL0809'ALONG DIRT RD. 2.8 MI. TO Y-FORK, TAKE LEFT FORK E. 2.95 MI. TO CREST
 JL0809'OF HILL AND TRACK RD. S. THEN RIGHT S. ALONG TRACK RD.  4.1 MI.,
 JL0809'LEAVE RD. AT THIS POINT AND DRIVE ACROSS COUNTRY -E.- PAST WATER
 JL0809'TROUGH, UP SLOPE TO TOP OF SADDLE, FROM THIS POINT PACK NE. - APROX.
 JL0809'10 MIN.- DOWN MOUNTAIN TO POINT ON RIDGE WHERE ASPEN STOP GROWING AND
 JL0809'STATION SITE.
 JL0809'
 JL0809'STATION MARK - STANDARD TABLET STAMPED --- C- GATE 1950 ---, CEMENTED
 JL0809'IN ROCK OUTCROP.
 JL0809'
 JL0809'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0465 ***********************************************************************
 JM0465  DESIGNATION -  GATEWAY
 JM0465  PID         -  JM0465
 JM0465  STATE/COUNTY-  CO/MESA
 JM0465  USGS QUAD   -  TWO V BASIN (1973)
 JM0465
 JM0465                         *CURRENT SURVEY CONTROL
 JM0465  ___________________________________________________________________
 JM0465* NAD 83(1992)-  38 46 39.17782(N)    108 56 36.40239(W)     ADJUSTED  
 JM0465* NAVD 88     -      2535.5    (meters)    8319.     (feet)  VERTCON   
 JM0465  ___________________________________________________________________
 JM0465  LAPLACE CORR-          11.20  (seconds)                    DEFLEC99
 JM0465  GEOID HEIGHT-         -17.65  (meters)                     GEOID03
 JM0465
 JM0465  HORZ ORDER  -  THIRD
 JM0465
 JM0465.The horizontal coordinates were established by classical geodetic methods
 JM0465.and adjusted by the National Geodetic Survey in November 1997..
 JM0465
 JM0465.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0465
 JM0465.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0465
 JM0465.The geoid height was determined by GEOID03.
 JM0465
 JM0465;                    North         East     Units Scale Factor Converg.
 JM0465;SPC CO C     -   415,285.187   615,262.872   MT  0.99995176   -2 10 18.3
 JM0465;SPC CO C     - 1,362,481.48  2,018,574.94   sFT  0.99995176   -2 10 18.3
 JM0465;UTM  12      - 4,294,099.939   678,645.314   MT  0.99999301   +1 17 18.1
 JM0465
 JM0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0465!SPC CO C     -   0.99960511  x   0.99995176  =   0.99955689
 JM0465!UTM  12      -   0.99960511  x   0.99999301  =   0.99959812
 JM0465
 JM0465:                Primary Azimuth Mark                     Grid Az
 JM0465:SPC CO C     -  PALISADE ABANDONDED                      201 52 49.4
 JM0465:UTM  12      -  PALISADE ABANDONDED                      198 25 13.0
 JM0465
 JM0465|---------------------------------------------------------------------|
 JM0465| PID    Reference Object                     Distance      Geod. Az  |
 JM0465|                                                           dddmmss.s |
 JM0465| JM0460 PALISADE ABANDONDED                 APPROX. 8.1 KM 1994231.1 |
 JM0465|---------------------------------------------------------------------|
 JM0465
 JM0465                          SUPERSEDED SURVEY CONTROL
 JM0465
 JM0465  NAD 83(1992)-  38 46 39.17246(N)    108 56 36.40882(W) AD(       ) 3
 JM0465  NAD 83(1986)-  38 46 39.17256(N)    108 56 36.39998(W) AD(       ) 3
 JM0465  NAD 27      -  38 46 39.23298(N)    108 56 34.01144(W) AD(       ) 3
 JM0465  NGVD 29 (07/19/86) 2534.2    (m)         8314.     (f) VERT ANG       
 JM0465
 JM0465.Superseded values are not recommended for survey control.
 JM0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0465.See file dsdata.txt to determine how the superseded data were derived.
 JM0465
 JM0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH7864594100(NAD 83)
 JM0465_MARKER: DD = SURVEY DISK
 JM0465_SETTING: 66 = SET IN ROCK OUTCROP
 JM0465_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 JM0465_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0465+STABILITY: POSITION/ELEVATION WELL
 JM0465
 JM0465  HISTORY     - Date     Condition        Report By
 JM0465  HISTORY     - 1947     MONUMENTED       USGS
 JM0465
 JM0465                          STATION DESCRIPTION
 JM0465
 JM0465'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JM0465'STATION IS LOCATED ABOUT 29 MI. SW. OF GRAND JUNCTION, COLORADO, AND
 JM0465'7 MI. (AIRLINE) NW. OF GATEWAY, COLORADO, IN THE NE. 1/4 SEC. 6,
 JM0465'T 15 S, R 103 W, ON A PROMINENT TIMBERED TOP OVERLOOKING THAT PART
 JM0465'OF UNAWEEP CANYON IN WHICH GATEWAY, COLORADO, IS SITUATED.
 JM0465'
 JM0465'TO REACH FROM GLADE PARK STORE AND POST OFFICE, FOLLOW MAIN GRADED RD.
 JM0465'S. 8.2 MI. TO FORK, KEEP RIGHT FORK S. 2.0 MI. TO THE FRUITA RANGER
 JM0465'STATION ON THE LEFT AND CONTINUE ON MAIN TRAVELED RD. SW. 4.5 MI. TO
 JM0465'CATTLEGUARD AT W. BOUNDARY OF FOREST RESERVATION, CONTINUE W. AND NW.
 JM0465'ON MAIN RD. 1.75 MI. TO GATE WITH POND ON THE S., CONTINUE ON MAIN RD.
 JM0465'2.0 MI. TO ANOTHER FORK, TAKE LEFT, MAIN TRAVELED RD. DOWN HILL, SW.
 JM0465'1.3 MI. TO THE TWO V RANCH HOUSE. PASS THROUGH GATE AT EDGE OF CORRAL
 JM0465'AND CONTINUE S. ON ROUGH TRAIL RD. FOR 3.8 MI., KEEPING TO LEFT RD.
 JM0465'AT ALL DIM RD. FORKS, TO POINT WHERE BRUSH HAS BEEN CLEARED ON LEFT
 JM0465'SIDE OF RD. TO PERMIT PASSAGE OF EQUIPMENT USED IN CONSTRUCTION OF
 JM0465'EARTHEN DAM, WHICH IS 0.2 MI. FROM RD. AT END OF CLEARED TRAIL.  DRIVE
 JM0465'TO EARTHEN DAM, END OF TRUCK TRAVEL, AND PACK S. AND E. ALONG VERY
 JM0465'DIM TRAIL CROSSING TWO CANYONS TO TOP OF MAIN RIDGE, FROM HERE PACK
 JM0465'S. ALONG RIDGE TO SADDLE, TURN LEFT AND CLIMB PROMINENT TIMBERED TOP
 JM0465'TO STATION SITE.  TIME OF PACK - 45 MINUTES.
 JM0465'
 JM0465'STATION MARK--STANDARD TABLET, STAMPED ---GATEWAY 1947---, AND
 JM0465'CEMENTED IN DRILL HOLE IN OUTCROPPING BEDROCK.
 JM0465'
 JM0465'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---GATEWAY
 JM0465'1947---, AND CEMENTED IN OUTCROPPING BEDROCK, 50.3 FT. FROM STATION
 JM0465'MARK, N 25 DEG 03 MIN W.
 JM0465'
 JM0465'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---GATEWAY
 JM0465'1947---, AND CEMENTED IN OUTCROPPING BEDROCK, 63.9 FT. FROM STATION
 JM0465'MARK, N 46 DEG 56 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0415 ***********************************************************************
 KJ0415  DESIGNATION -  GAY ET
 KJ0415  PID         -  KJ0415
 KJ0415  STATE/COUNTY-  CO/KIT CARSON
 KJ0415  USGS QUAD   -  MOUNT SUNFLOWER NE (1969)
 KJ0415
 KJ0415                         *CURRENT SURVEY CONTROL
 KJ0415  ___________________________________________________________________
 KJ0415* NAD 83(1992)-  39 11 09.62581(N)    102 06 38.17364(W)     ADJUSTED  
 KJ0415* NAVD 88     -      1241.9    (meters)    4074.     (feet)  VERTCON   
 KJ0415  ___________________________________________________________________
 KJ0415  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 KJ0415  GEOID HEIGHT-         -23.34  (meters)                     GEOID03
 KJ0415
 KJ0415  HORZ ORDER  -  SECOND
 KJ0415
 KJ0415.The horizontal coordinates were established by classical geodetic methods
 KJ0415.and adjusted by the National Geodetic Survey in January 1993..
 KJ0415
 KJ0415.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0415
 KJ0415.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0415
 KJ0415.The geoid height was determined by GEOID03.
 KJ0415
 KJ0415;                    North         East     Units Scale Factor Converg.
 KJ0415;SPC CO C     -   460,419.339 1,207,156.357   MT  0.99993701   +2 08 15.6
 KJ0415;SPC CO C     - 1,510,559.11  3,960,478.81   sFT  0.99993701   +2 08 15.6
 KJ0415;SPC KS N     -   102,715.358    44,984.434   MT  0.99995749   -2 36 03.0
 KJ0415;UTM  13      - 4,341,396.158   749,563.023   MT  1.00036694   +1 49 35.7
 KJ0415
 KJ0415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0415!SPC CO C     -   0.99980885  x   0.99993701  =   0.99974587
 KJ0415!SPC KS N     -   0.99980885  x   0.99995749  =   0.99976635
 KJ0415!UTM  13      -   0.99980885  x   1.00036694  =   1.00017572
 KJ0415
 KJ0415|---------------------------------------------------------------------|
 KJ0415| PID    Reference Object                     Distance      Geod. Az  |
 KJ0415|                                                           dddmmss.s |
 KJ0415| CP8094 GAY ET RM 1                          15.796 METERS 00519     |
 KJ0415| CP8095 GAY ET RM 2                          15.922 METERS 26343     |
 KJ0415| KJ0419 JANSSEN ET                          APPROX. 7.8 KM 2942339.9 |
 KJ0415|---------------------------------------------------------------------|
 KJ0415
 KJ0415                          SUPERSEDED SURVEY CONTROL
 KJ0415
 KJ0415  NAD 83(1986)-  39 11 09.62477(N)    102 06 38.17312(W) AD(       ) 2
 KJ0415  NAD 27      -  39 11 09.62213(N)    102 06 36.51377(W) AD(       ) 2
 KJ0415  NGVD 29 (07/19/86) 1241.4    (m)         4073.     (f) VERT ANG       
 KJ0415
 KJ0415.Superseded values are not recommended for survey control.
 KJ0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0415.See file dsdata.txt to determine how the superseded data were derived.
 KJ0415
 KJ0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD4956341396(NAD 83)
 KJ0415_MARKER: DD = SURVEY DISK
 KJ0415_SETTING: 0 = UNSPECIFIED SETTING
 KJ0415
 KJ0415  HISTORY     - Date     Condition        Report By
 KJ0415  HISTORY     - 1969     MONUMENTED       USGS
 KJ0415
 KJ0415                          STATION DESCRIPTION
 KJ0415
 KJ0415'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (RVS)
 KJ0415'THE STATION IS LOCATED SOUTH 46 DEG EAST ABOUT 12 MILES AIRLINE
 KJ0415'FROM BURLINGTON, COLORADO, IN THE SOUTHEAST CORNER OF SECTION 8,
 KJ0415'TOWNSHIP 10 SOUTH, RANGE 42 WEST.
 KJ0415'
 KJ0415'TO REACH FROM THE INTERSECTION OF 8TH STREET AND OLD U.S. HIGHWAY
 KJ0415'24, AT THE EAST SIDE OF BURLINGTON, COLORADO, GO EAST 8.0 MILES
 KJ0415'ON OLD U.S. HIGHWAY 24 TO AN UNDERPASS LEADING SOUTH UNDER
 KJ0415'INTERSTATE HIGHWAY 70, GO SOUTH 9.5 MILES TO STATION SITE ON
 KJ0415'THE RIGHT.  THE STATION IS 50.5 FEET WEST CENTERLINE ROAD, 6 FEET
 KJ0415'NORTH OF USGS WITNESS POST IN EAST-WEST FENCE, 6 FEET WEST OF A
 KJ0415'NORTH-SOUTH RIGHT-OF-WAY FENCE.
 KJ0415'
 KJ0415'THE STATION MARK IS A STANDARD BRONZE USGS TABLET SOLDERED TO A
 KJ0415'COPPER COATED STEEL ROD DRIVEN TO REFUSAL (15 FEET), CENTERED
 KJ0415'IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG,
 KJ0415'FILLED WITH GRAVEL, THE TABLET IS FLUSH WITH THE GROUND AND IS
 KJ0415'STAMPED GAY E.T. 1969.
 KJ0415'
 KJ0415'REFERENCE MARK NO. 1 IS A STANDARD BRONZE USGS TABLET SOLDERED TO
 KJ0415'A COPPER COATED STEEL ROD DRIVEN TO REFUSAL (15 FEET), CENTERED IN
 KJ0415'AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED
 KJ0415'WITH GRAVEL, THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED
 KJ0415'GAY E.T. NO. 1 1969.  REFERENCE MARK NO. 1 IS 2.0 FEET WEST OF
 KJ0415'NORTH-SOUTH FENCE.
 KJ0415'
 KJ0415'REFERENCE MARK NO. 2 IS A STANDARD BRONZE TABLET (USGS) SOLDERED
 KJ0415'TO A COPPER COATED STEEL ROD DRIVEN TO REFUSAL (15 FEET), CENTERED
 KJ0415'IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG,
 KJ0415'FILLED WITH GRAVEL, THE TABLET IS FLUSH WITH THE GROUND AND IS
 KJ0415'STAMPED GAY E.T. NO. 2 1969.  REFERENCE MARK NO. 2 IS 1.5 FEET
 KJ0415'NORTH OF EAST-WEST FENCE.
 KJ0415'
 KJ0415'USGS STATION JANSSEN E.T. 1969 IS VISIBLE FROM THE GROUND AT
 KJ0415'THIS STATION AND WILL SERVE AS THE AZIMUTH MARK.
 KJ0415'
 KJ0415'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1415 ***********************************************************************
 LL1415  DESIGNATION -  GB 3
 LL1415  PID         -  LL1415
 LL1415  STATE/COUNTY-  CO/BOULDER
 LL1415  USGS QUAD   -  NIWOT (1979)
 LL1415
 LL1415                         *CURRENT SURVEY CONTROL
 LL1415  ___________________________________________________________________
 LL1415* NAD 83(1992)-  40 05 14.78917(N)    105 09 00.11004(W)     ADJUSTED  
 LL1415* NAVD 88     -      1631.     (meters)    5351.     (feet)  VERTCON   
 LL1415  ___________________________________________________________________
 LL1415  LAPLACE CORR-         -13.78  (seconds)                    DEFLEC99
 LL1415  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 LL1415
 LL1415  HORZ ORDER  -  SECOND
 LL1415
 LL1415.The horizontal coordinates were established by classical geodetic methods
 LL1415.and adjusted by the National Geodetic Survey in January 1993..
 LL1415.No horizontal observational check was made to the station.
 LL1415
 LL1415.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1415
 LL1415.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1415
 LL1415.The geoid height was determined by GEOID03.
 LL1415
 LL1415;                    North         East     Units Scale Factor Converg.
 LL1415;SPC CO N     -   388,588.113   944,247.669   MT  0.99996089   +0 13 34.1
 LL1415;SPC CO N     - 1,274,892.83  3,097,919.23   sFT  0.99996089   +0 13 34.1
 LL1415;UTM  13      - 4,437,473.220   487,209.784   MT  0.99960201   -0 05 47.8
 LL1415
 LL1415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1415!SPC CO N     -   0.99974681  x   0.99996089  =   0.99970771
 LL1415!UTM  13      -   0.99974681  x   0.99960201  =   0.99934892
 LL1415
 LL1415                          SUPERSEDED SURVEY CONTROL
 LL1415
 LL1415  NAD 83(1986)-  40 05 14.77927(N)    105 09 00.11160(W) AD(       ) 2
 LL1415  NGVD 29 (01/20/89) 1630.     (m)         5348.     (f) VERT ANG       
 LL1415
 LL1415.Superseded values are not recommended for survey control.
 LL1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1415.See file dsdata.txt to determine how the superseded data were derived.
 LL1415
 LL1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE8721037473(NAD 83)
 LL1415_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LL1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL1415_MAGNETIC: N = NO MAGNETIC MATERIAL
 LL1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1415+STABILITY: SURFACE MOTION
 LL1415
 LL1415  HISTORY     - Date     Condition        Report By
 LL1415  HISTORY     - UNK      MONUMENTED       CODOT
 LL1415  HISTORY     - 1985     GOOD             NGS
 LL1415
 LL1415                          STATION DESCRIPTION
 LL1415
 LL1415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 LL1415'THE STATION IS LOCATED ABOUT 13.8 KM (8.6 MI) NORTHWEST OF BOULDER,
 LL1415'10.3 KM (6.4 MI) SOUTH-SOUTHWEST OF LONGMONT AND 2.6 KM (1.6 MI)
 LL1415'SOUTHEAST OF NIWOT.
 LL1415'OWNERSHIP--ON STATE HIGHWAY RIGHT-OF-WAY.
 LL1415'
 LL1415'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF STATE HIGHWAYS
 LL1415'52 AND 119 HALFWAY BETWEEN BOULDER AND LONGMONT, GO EAST ON HIGHWAY
 LL1415'52 FOR 3.5 KM (2.15 MI) TO A SIDE ROAD LEFT AND THE AZIMUTH MARK
 LL1415'NEAR A FENCE CORNER ON THE LEFT.
 LL1415'
 LL1415'AZIMUTH MARK NO. 1 IS A STANDARD URBAN DRAINAGE AND FLOOD CONTROL
 LL1415'DISTRICT DISK STAMPED---GB-3---SET INTO THE TOP OF A ROUND CONCRETE
 LL1415'MONUMENT 20 CM (9-IN) IN DIAMETER, PROJECTING 2 CM (1-IN) ABOVE THE
 LL1415'GROUND.  LOCATED 17.7 M (58 FT) NORTH FROM THE CENTERLINE OF STATE
 LL1415'HIGHWAY 52, 6.6 M (21.5 FT) EAST FROM THE CENTER OF A LOCKED GATE,
 LL1415'1.7 M (5.5 FT) EAST FROM A POWER POLE AND 0.5 M (1.6 FT) SOUTHWEST
 LL1415'FROM A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1651 ***********************************************************************
 KK1651  DESIGNATION -  GBNB 1
 KK1651  PID         -  KK1651
 KK1651  STATE/COUNTY-  CO/EL PASO
 KK1651  USGS QUAD   -  MONUMENT (1986)
 KK1651
 KK1651                         *CURRENT SURVEY CONTROL
 KK1651  ___________________________________________________________________
 KK1651* NAD 83(1992)-  39 00 07.04393(N)    104 46 45.91226(W)     ADJUSTED  
 KK1651* NAVD 88     -      2101.2    (meters)    6894.     (feet)  VERTCON   
 KK1651  ___________________________________________________________________
 KK1651  LAPLACE CORR-          -8.94  (seconds)                    DEFLEC99
 KK1651  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 KK1651
 KK1651  HORZ ORDER  -  THIRD
 KK1651
 KK1651.The horizontal coordinates were established by classical geodetic methods
 KK1651.and adjusted by the National Geodetic Survey in January 1993..
 KK1651
 KK1651.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1651
 KK1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1651
 KK1651.The geoid height was determined by GEOID03.
 KK1651
 KK1651;                    North         East     Units Scale Factor Converg.
 KK1651;SPC CO C     -   434,773.542   976,816.795   MT  0.99993740   +0 27 16.1
 KK1651;SPC CO C     - 1,426,419.53  3,204,773.10   sFT  0.99993740   +0 27 16.1
 KK1651;UTM  13      - 4,317,016.853   519,099.887   MT  0.99960449   +0 08 19.8
 KK1651
 KK1651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1651!SPC CO C     -   0.99967308  x   0.99993740  =   0.99961050
 KK1651!UTM  13      -   0.99967308  x   0.99960449  =   0.99927770
 KK1651
 KK1651:                Primary Azimuth Mark                     Grid Az
 KK1651:SPC CO C     -  BREED                                    160 28 35.9
 KK1651:UTM  13      -  BREED                                    160 47 32.2
 KK1651
 KK1651|---------------------------------------------------------------------|
 KK1651| PID    Reference Object                     Distance      Geod. Az  |
 KK1651|                                                           dddmmss.s |
 KK1651| JK1200 BREED                               APPROX. 5.2 KM 1605552.0 |
 KK1651|---------------------------------------------------------------------|
 KK1651
 KK1651                          SUPERSEDED SURVEY CONTROL
 KK1651
 KK1651  NAD 83(1986)-  39 00 07.03730(N)    104 46 45.91029(W) AD(       ) 3
 KK1651  NAD 27      -  39 00 07.11790(N)    104 46 44.07296(W) AD(       ) 3
 KK1651  NGVD 29 (07/19/86) 2100.0    (m)         6890.     (f) VERT ANG       
 KK1651
 KK1651.Superseded values are not recommended for survey control.
 KK1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1651.See file dsdata.txt to determine how the superseded data were derived.
 KK1651
 KK1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED1910017017(NAD 83)
 KK1651_MARKER: DD = SURVEY DISK
 KK1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1651_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1651+STABILITY: SURFACE MOTION
 KK1651
 KK1651  HISTORY     - Date     Condition        Report By
 KK1651  HISTORY     - 1947     MONUMENTED       USGS
 KK1651  HISTORY     - 19980326 MARK NOT FOUND   USPSQD
 KK1651
 KK1651                          STATION DESCRIPTION
 KK1651
 KK1651'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 KK1651'STATION IS LOCATED IN SEC. 16, T 12 S, R 66 W.
 KK1651'
 KK1651'TO REACH BY AUTO, TRAVEL N. ON U.S. HIGHWAY 85 11.0 MI. FROM COLORADO
 KK1651'SPRINGS POST OFFICE TO INTERSECTION WITH FRANKTOWN ROAD, THENCE RIGHT
 KK1651'(EASTERLY) 2.2 MI. TO FENCE ON E.  STATION IS LOCATED 113 FT. E. ALONG
 KK1651'FENCE FROM CENTER OF RD. AND 4 FT. S.
 KK1651'
 KK1651'STATION MARK--STANDARD TABLET SET IN 8 X 8 X 48 IN. CONCRETE POST
 KK1651'PROJECTING 4 IN. ABOVE GROUND AND STAMPED ---GBNB-1 1947---.
 KK1651'
 KK1651'REFERENCE MARKS--NONE.
 KK1651
 KK1651                          STATION RECOVERY (1998)
 KK1651
 KK1651'RECOVERY NOTE BY US POWER SQUADRON 1998
 KK1651'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4837 ***********************************************************************
 AE4837  DESIGNATION -  GDAC A
 AE4837  PID         -  AE4837
 AE4837  STATE/COUNTY-  CO/PROWERS
 AE4837  USGS QUAD   -  TWO BUTTE SPRINGS (1966)
 AE4837
 AE4837                         *CURRENT SURVEY CONTROL
 AE4837  ___________________________________________________________________
 AE4837* NAD 83(1992)-  37 46 30.49801(N)    102 10 47.51105(W)     ADJUSTED  
 AE4837* NAVD 88     -      1156.619  (meters)    3794.67   (feet)  ADJUSTED  
 AE4837  ___________________________________________________________________
 AE4837  X           -  -1,065,171.063 (meters)                     COMP
 AE4837  Y           -  -4,935,007.272 (meters)                     COMP
 AE4837  Z           -   3,886,440.257 (meters)                     COMP
 AE4837  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 AE4837  ELLIP HEIGHT-        1132.71  (meters)          (10/21/02) GPS OBS
 AE4837  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AE4837  DYNAMIC HT  -        1155.486 (meters)    3790.96  (feet)  COMP
 AE4837  MODELED GRAV-     979,610.1   (mgal)                       NAVD 88
 AE4837
 AE4837  HORZ ORDER  -  B
 AE4837  VERT ORDER  -  FIRST     CLASS II
 AE4837  ELLP ORDER  -  FOURTH    CLASS II
 AE4837
 AE4837.This is a reference station for the GRANADA
 AE4837.National Continuously Operating Reference Station (GDAC).
 AE4837
 AE4837.The horizontal coordinates were established by GPS observations
 AE4837.and adjusted by the National Geodetic Survey in March 1998..
 AE4837
 AE4837.The orthometric height was determined by differential leveling
 AE4837.and adjusted by the National Geodetic Survey in July 2002..
 AE4837
 AE4837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4837
 AE4837.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4837
 AE4837.The ellipsoidal height was determined by GPS observations
 AE4837.and is referenced to NAD 83.
 AE4837
 AE4837.The geoid height was determined by GEOID03.
 AE4837
 AE4837.The dynamic height is computed by dividing the NAVD 88
 AE4837.geopotential number by the normal gravity value computed on the
 AE4837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4837.degrees latitude (g = 980.6199 gals.).
 AE4837
 AE4837.The modeled gravity was interpolated from observed gravity values.
 AE4837
 AE4837;                    North         East     Units Scale Factor Converg.
 AE4837;SPC CO S     -   433,020.454 1,206,828.305   MT  0.99994593   +2 02 11.4
 AE4837;SPC CO S     - 1,420,667.94  3,959,402.53   sFT  0.99994593   +2 02 11.4
 AE4837;UTM  13      - 4,184,612.770   748,379.767   MT  1.00035993   +1 43 42.2
 AE4837
 AE4837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4837!SPC CO S     -   0.99982229  x   0.99994593  =   0.99976823
 AE4837!UTM  13      -   0.99982229  x   1.00035993  =   1.00018215
 AE4837
 AE4837                          SUPERSEDED SURVEY CONTROL
 AE4837
 AE4837  ELLIP H (03/16/98) 1132.76   (m)                       GP(       ) 4 2
 AE4837  NAVD 88 (03/16/98) 1156.62   (m)         3794.7    (f) LEVELING    3  
 AE4837
 AE4837.Superseded values are not recommended for survey control.
 AE4837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4837.See file dsdata.txt to determine how the superseded data were derived.
 AE4837
 AE4837_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB4838084613(NAD 83)
 AE4837_MARKER: I = METAL ROD
 AE4837_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4837_STAMPING: GDAC A 1997
 AE4837_MARK LOGO: NGS   
 AE4837_PROJECTION: FLUSH
 AE4837_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4837_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE4837+STABILITY: POSITION/ELEVATION WELL
 AE4837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4837+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1997
 AE4837_ROD/PIPE-DEPTH: 10.3 meters
 AE4837_SLEEVE-DEPTH  : 1.0 meters
 AE4837
 AE4837  HISTORY     - Date     Condition        Report By
 AE4837  HISTORY     - 1997     MONUMENTED       NGS
 AE4837  HISTORY     - 19971004 GOOD             NGS
 AE4837
 AE4837                          STATION DESCRIPTION
 AE4837
 AE4837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (JGF)
 AE4837'THIS STATION IS ONE OF TWO REFERENCE STATIONS FOR THE GRANADA CORS
 AE4837'STATION.  IT IS LOCATED APPROX.  30 MI (48.3 KM) SOUTHEAST OF LAMAR IN
 AE4837'PROWERS COUNTY, COLORADO.  TO REACH THE STATION FROM US HWY 50 AND
 AE4837'STATE HWY 89 IN THE TOWN OF HOLLY, GO SOUTH ON HWY 89 FOR 19.3 MI
 AE4837'(31.1 KM) TO A CROSSROAD.  TURN RIGHT ONTO CROSSROAD AND GO WEST FOR
 AE4837'2.8 MI (4.5 KM) TO STATION ON RIGHT AT THE ENTRANCE TO THE NOAA WIND
 AE4837'PROFILER SITE.  IT IS APPROX.  300 FT (91.4 M) WSW OF A FARMHOUSE, 34
 AE4837'FT (10.4 M) NORTH OF THE CENTERLINE OF THE GRAVEL ROAD, 3 FT (0.9 M)
 AE4837'SE OF THE E GATE SUPPORT POST, AND 2 FT (0.6 M) S OF A WITNESS POST.
 AE4837'THE STATION IS A 9/16 IN., STAINLESS STEEL ROD WITH A SLEEVE DRIVEN
 AE4837'INTO THE GROUND 34 FT (10.4 M) TO REFUSAL WITH A CAP AND COVER ON THE
 AE4837'SURFACE STAMPED - GDAC A 1997 -.
 AE4837
 AE4837                          STATION RECOVERY (1997)
 AE4837
 AE4837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4837'31.1 KM (19.30 MI) SOUTHERLY ALONG STATE HIGHWAY 89 FROM THE JUNCTION
 AE4837'OF U.S.  HIGHWAY 50 IN HOLLY, THENCE 4.5 KM (2.80 MI) WESTERLY ALONG
 AE4837'COUNTY ROAD K, 15.9 M (52.2 FT) WEST OF A FENCE CORNER AND UNDERGROUND
 AE4837'CABLE JUNCTION BOX NUMBER 32227, 10.3 M (33.8 FT) NORTH OF THE ROAD
 AE4837'CENTER, 3.2 M (10.5 FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND
 AE4837'GATE, 0.7 M (2.3 FT) SOUTH OF A WITNESS POST AND FENCE, AND 0.3 M (1.0
 AE4837'FT) BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS
 AE4837'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AE4837'SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4836 ***********************************************************************
 AE4836  DESIGNATION -  GDAC B
 AE4836  PID         -  AE4836
 AE4836  STATE/COUNTY-  CO/PROWERS
 AE4836  USGS QUAD   -  TWO BUTTE SPRINGS (1966)
 AE4836
 AE4836                         *CURRENT SURVEY CONTROL
 AE4836  ___________________________________________________________________
 AE4836* NAD 83(1992)-  37 46 29.59755(N)    102 10 27.54820(W)     ADJUSTED  
 AE4836* NAVD 88     -      1153.707  (meters)    3785.12   (feet)  ADJUSTED  
 AE4836  ___________________________________________________________________
 AE4836  X           -  -1,064,696.536 (meters)                     COMP
 AE4836  Y           -  -4,935,124.710 (meters)                     COMP
 AE4836  Z           -   3,886,416.520 (meters)                     COMP
 AE4836  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 AE4836  ELLIP HEIGHT-        1129.79  (meters)          (10/21/02) GPS OBS
 AE4836  GEOID HEIGHT-         -23.89  (meters)                     GEOID03
 AE4836  DYNAMIC HT  -        1152.577 (meters)    3781.41  (feet)  COMP
 AE4836  MODELED GRAV-     979,610.4   (mgal)                       NAVD 88
 AE4836
 AE4836  HORZ ORDER  -  B
 AE4836  VERT ORDER  -  FIRST     CLASS II
 AE4836  ELLP ORDER  -  FOURTH    CLASS II
 AE4836
 AE4836.This is a reference station for the GRANADA
 AE4836.National Continuously Operating Reference Station (GDAC).
 AE4836
 AE4836.The horizontal coordinates were established by GPS observations
 AE4836.and adjusted by the National Geodetic Survey in March 1998..
 AE4836
 AE4836.The orthometric height was determined by differential leveling
 AE4836.and adjusted by the National Geodetic Survey in July 2002..
 AE4836
 AE4836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4836
 AE4836.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4836
 AE4836.The ellipsoidal height was determined by GPS observations
 AE4836.and is referenced to NAD 83.
 AE4836
 AE4836.The geoid height was determined by GEOID03.
 AE4836
 AE4836.The dynamic height is computed by dividing the NAVD 88
 AE4836.geopotential number by the normal gravity value computed on the
 AE4836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4836.degrees latitude (g = 980.6199 gals.).
 AE4836
 AE4836.The modeled gravity was interpolated from observed gravity values.
 AE4836
 AE4836;                    North         East     Units Scale Factor Converg.
 AE4836;SPC CO S     -   433,010.086 1,207,317.493   MT  0.99994593   +2 02 23.6
 AE4836;SPC CO S     - 1,420,633.92  3,961,007.47   sFT  0.99994593   +2 02 23.6
 AE4836;UTM  13      - 4,184,599.765   748,869.095   MT  1.00036293   +1 43 54.4
 AE4836
 AE4836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4836!SPC CO S     -   0.99982275  x   0.99994593  =   0.99976869
 AE4836!UTM  13      -   0.99982275  x   1.00036293  =   1.00018561
 AE4836
 AE4836                          SUPERSEDED SURVEY CONTROL
 AE4836
 AE4836  ELLIP H (03/16/98) 1129.84   (m)                       GP(       ) 4 2
 AE4836  NAVD 88 (03/16/98) 1153.71   (m)         3785.1    (f) LEVELING    3  
 AE4836
 AE4836.Superseded values are not recommended for survey control.
 AE4836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4836.See file dsdata.txt to determine how the superseded data were derived.
 AE4836
 AE4836_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB4886984600(NAD 83)
 AE4836_MARKER: I = METAL ROD
 AE4836_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4836_STAMPING: GDAC B 1997
 AE4836_MARK LOGO: NGS   
 AE4836_PROJECTION: FLUSH
 AE4836_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4836_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE4836+STABILITY: POSITION/ELEVATION WELL
 AE4836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4836+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1997
 AE4836_ROD/PIPE-DEPTH: 11.0 meters
 AE4836_SLEEVE-DEPTH  : 1.0 meters
 AE4836
 AE4836  HISTORY     - Date     Condition        Report By
 AE4836  HISTORY     - 1997     MONUMENTED       NGS
 AE4836  HISTORY     - 19971004 GOOD             NGS
 AE4836
 AE4836                          STATION DESCRIPTION
 AE4836
 AE4836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (JGF)
 AE4836'THIS STATION IS ONE OF TWO REFERENCE STATIONS FOR THE GRANADA CORS
 AE4836'STATION.  IT IS LOCATED APPROX.  30 MI (48.3 KM) SOUTHEAST OF LAMAR IN
 AE4836'PROWERS COUNTY, COLORADO.  TO REACH THE STATION FROM US HWY 50 AND
 AE4836'STATE HWY 89 IN THE TOWN OF HOLLY, GO SOUTH ON HWY 89 FOR 19.3 MI
 AE4836'(31.1 KM) TO A CROSSROAD.  TURN RIGHT ONTO CROSSROAD AND GO WEST FOR
 AE4836'2.5 MI (4.0 KM) TO STATION ON LEFT.  IT IS 27 FT (8.2 M) S OF THE
 AE4836'CENTERLINE OF THE GRAVEL ROAD, 4 FT (1.2 M) N OF A HALF SECTION POST ,
 AE4836'AND 2 FT (0.6 M) N OF A WITNESS POST.  THE STATION IS A 9/16 IN.,
 AE4836'STAINLESS STEEL ROD DRIVEN INTO THE GROUND 36 FT (11.0 M) TO REFUSAL
 AE4836'WITH A CAP AND COVER ON THE SURFACE STAMPED - GDAC B 1997 -.
 AE4836
 AE4836                          STATION RECOVERY (1997)
 AE4836
 AE4836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4836'31.1 KM (19.30 MI) SOUTHERLY ALONG STATE HIGHWAY 89 FROM THE JUNCTION
 AE4836'OF U.S.  HIGHWAY 50 IN HOLLY, THENCE 4.0 KM (2.50 MI) WESTERLY ALONG
 AE4836'COUNTY ROAD K, 37.8 M (124.0 FT) EAST OF THE CENTER OF A FIELD
 AE4836'ENTRANCE, 8.1 M (26.6 FT) SOUTH OF THE CENTER OF THE ROAD, 0.7 M (2.3
 AE4836'FT) NORTH OF A 5-FOOT WOODEN POST, 0.5 M (1.6 FT) NORTH OF A WITNESS
 AE4836'POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD. NOTE--ACCESS TO
 AE4836'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 AE4836'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0540 ***********************************************************************
 LK0540  DESIGNATION -  GELVIN
 LK0540  PID         -  LK0540
 LK0540  STATE/COUNTY-  CO/YUMA
 LK0540  USGS QUAD   -  ECKLEY NW (1971)
 LK0540
 LK0540                         *CURRENT SURVEY CONTROL
 LK0540  ___________________________________________________________________
 LK0540* NAD 83(1992)-  40 09 40.11531(N)    102 24 26.19621(W)     ADJUSTED  
 LK0540* NAVD 88     -      1211.5    (meters)    3975.     (feet)  VERTCON   
 LK0540  ___________________________________________________________________
 LK0540  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 LK0540  GEOID HEIGHT-         -21.61  (meters)                     GEOID03
 LK0540
 LK0540  HORZ ORDER  -  FIRST
 LK0540
 LK0540.The horizontal coordinates were established by classical geodetic methods
 LK0540.and adjusted by the National Geodetic Survey in January 1993..
 LK0540
 LK0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0540
 LK0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0540
 LK0540.The geoid height was determined by GEOID03.
 LK0540
 LK0540;                    North         East     Units Scale Factor Converg.
 LK0540;SPC CO N     -   401,306.517 1,177,815.083   MT  0.99995806   +1 59 53.9
 LK0540;SPC CO N     - 1,316,619.80  3,864,214.98   sFT  0.99995806   +1 59 53.9
 LK0540;UTM  13      - 4,448,866.037   720,805.789   MT  1.00020022   +1 40 22.2
 LK0540
 LK0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0540!SPC CO N     -   0.99981337  x   0.99995806  =   0.99977144
 LK0540!UTM  13      -   0.99981337  x   1.00020022  =   1.00001355
 LK0540
 LK0540|---------------------------------------------------------------------|
 LK0540| PID    Reference Object                     Distance      Geod. Az  |
 LK0540|                                                           dddmmss.s |
 LK0540| CP8098 GELVIN RM 2                          28.565 METERS 00031     |
 LK0540| CP8096 GELVIN AZ MK                                       1264155.1 |
 LK0540| CP8097 GELVIN RM 1                          32.597 METERS 14957     |
 LK0540| LK0553 MANN                                APPROX.10.1 KM 2470650.2 |
 LK0540|---------------------------------------------------------------------|
 LK0540
 LK0540                          SUPERSEDED SURVEY CONTROL
 LK0540
 LK0540  NAD 83(1986)-  40 09 40.11293(N)    102 24 26.19373(W) AD(       ) 1
 LK0540  NAD 27      -  40 09 40.15700(N)    102 24 24.46500(W) AD(       ) 1
 LK0540  NGVD 29 (07/19/86) 1211.0    (m)         3973.     (f) VERT ANG       
 LK0540
 LK0540.Superseded values are not recommended for survey control.
 LK0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0540.See file dsdata.txt to determine how the superseded data were derived.
 LK0540
 LK0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE2080648866(NAD 83)
 LK0540_MARKER: DS = TRIANGULATION STATION DISK
 LK0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0540
 LK0540  HISTORY     - Date     Condition        Report By
 LK0540  HISTORY     - 1935     MONUMENTED       CGS
 LK0540  HISTORY     - 1971     GOOD             USGS
 LK0540  HISTORY     - 20000308 POOR             NGS
 LK0540
 LK0540                          STATION DESCRIPTION
 LK0540
 LK0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LK0540'THE STATION IS IN THE LOCALITY OF WRAY, COLORADO, IN THE
 LK0540'NORTHEAST QUARTER OF SEC. 9, T. 2 N., R. 45 W., AND BEARS
 LK0540'297 DEGREES MAGNETIC FROM THE WINDMILL AT MR. ED. GELVINS
 LK0540'FARMHOUSE.  IT BEARS 20 DEGREES MAGNETIC FROM THE WINDMILL
 LK0540'AT MR. A.R. GELVINS FARMHOUSE.  THE LAND UPON WHICH THE
 LK0540'STATION IS SITUATED IS THE PROPERTY OF THE ABOVE-MENTIONED
 LK0540'MR. A.R. GELVIN.  THE STATION HILL IS THE HIGHEST IN THE
 LK0540'VICINITY AND THE HIGHEST OF A LOCAL GROUP OF ROUGH SAND HILLS.
 LK0540'
 LK0540'THE STATION MARK IS ON THE HIGHEST POINT
 LK0540'OF THE HILL, AND PROJECTS 6 INCHES.
 LK0540'
 LK0540'REFERENCE MARK NO. 1 LIES SOUTHEAST BY SOUTH OF
 LK0540'THE STATION.  IT PROJECTS 6 INCHES.
 LK0540'
 LK0540'REFERENCE MARK NO. 2 LIES NORTH BY WEST OF THE
 LK0540'STATION.  IT PROJECTS 5 INCHES.
 LK0540'
 LK0540'THE AZIMUTH MARK LIES SOUTHEAST BY EAST OF THE
 LK0540'STATION, 4-1/2 FEET NORTH OF THE SOUTHWEST RANCHYARD FENCE
 LK0540'CORNER, 1-1/2 FEET WEST OF THE NORTH-SOUTH YARD FENCE (WEST
 LK0540'FENCE), 125-3/4 FEET SOUTHWEST OF THE NORTHWEST CORNER OF
 LK0540'MR. ED GELVINS RANCH HOUSE, AND 113 FEET WEST-SOUTHWEST OF THE
 LK0540'SOUTHWEST CORNER OF THE HOUSE.  IT PROJECTS 8 INCHES.
 LK0540'
 LK0540'A 20-FOOT STAND CLEARS ALL LINES FROM THIS STATION.
 LK0540
 LK0540                          STATION RECOVERY (1971)
 LK0540
 LK0540'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (HH)
 LK0540'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 LK0540'
 LK0540'THE STATION AND REFERENCE MARKS ARE STANDARD USC AND GS BRONZE
 LK0540'DISKS SET IN CONCRETE POSTS, PROJECTING 0.4 FEET ABOVE GROUND.
 LK0540'
 LK0540'STATION MARK--DISK STAMPED, GELVIN 1935.
 LK0540'
 LK0540'REFERENCE MARK NO. 1--DISK STAMPED, GELVIN NO. 1 1935.
 LK0540'
 LK0540'REFERENCE MARK NO. 2--DISK STAMPED, GELVIN NO. 2 1935.
 LK0540'
 LK0540'STATION MANN USC AND GS 1935 IS VISIBLE FROM THE GROUND AT THIS
 LK0540'STATION AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS
 LK0540'WERE MADE FROM A STANDARD TRIPOD.
 LK0540
 LK0540                          STATION RECOVERY (2000)
 LK0540
 LK0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 LK0540'THE STATION MARK DISK WAS REPORTED KNOCKED OUT OF THE CONCRETE
 LK0540'MONUMENT WHICH IS STILL IN THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1293 ***********************************************************************
 JK1293  DESIGNATION -  GEM
 JK1293  PID         -  JK1293
 JK1293  STATE/COUNTY-  CO/FREMONT
 JK1293  USGS QUAD   -  HILLSIDE (1980)
 JK1293
 JK1293                         *CURRENT SURVEY CONTROL
 JK1293  ___________________________________________________________________
 JK1293* NAD 83(1992)-  38 17 05.68634(N)    105 33 05.28636(W)     ADJUSTED  
 JK1293* NAVD 88     -      2648.7    (meters)    8690.     (feet)  VERTCON   
 JK1293  ___________________________________________________________________
 JK1293  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 JK1293  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 JK1293
 JK1293  HORZ ORDER  -  THIRD
 JK1293
 JK1293.The horizontal coordinates were established by classical geodetic methods
 JK1293.and adjusted by the National Geodetic Survey in January 1993..
 JK1293
 JK1293.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1293
 JK1293.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1293
 JK1293.The geoid height was determined by GEOID03.
 JK1293
 JK1293;                    North         East     Units Scale Factor Converg.
 JK1293;SPC CO C     -   354,931.257   909,898.611   MT  1.00003655   -0 01 56.9
 JK1293;SPC CO C     - 1,164,470.30  2,985,225.69   sFT  1.00003655   -0 01 56.9
 JK1293;UTM  13      - 4,237,571.271   451,770.292   MT  0.99962865   -0 20 30.1
 JK1293
 JK1293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1293!SPC CO C     -   0.99958692  x   1.00003655  =   0.99962346
 JK1293!UTM  13      -   0.99958692  x   0.99962865  =   0.99921573
 JK1293
 JK1293:                Primary Azimuth Mark                     Grid Az
 JK1293:SPC CO C     -  PINON                                    028 33 02.2
 JK1293:UTM  13      -  PINON                                    028 51 35.4
 JK1293
 JK1293|---------------------------------------------------------------------|
 JK1293| PID    Reference Object                     Distance      Geod. Az  |
 JK1293|                                                           dddmmss.s |
 JK1293| JK1292 PINON                               APPROX.13.9 KM 0283105.3 |
 JK1293|---------------------------------------------------------------------|
 JK1293
 JK1293                          SUPERSEDED SURVEY CONTROL
 JK1293
 JK1293  NAD 83(1986)-  38 17 05.67565(N)    105 33 05.28846(W) AD(       ) 3
 JK1293  NAD 27      -  38 17 05.66460(N)    105 33 03.22793(W) AD(       ) 3
 JK1293  NGVD 29 (07/19/86) 2647.4    (m)         8686.     (f) VERT ANG       
 JK1293
 JK1293.Superseded values are not recommended for survey control.
 JK1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1293.See file dsdata.txt to determine how the superseded data were derived.
 JK1293
 JK1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC5177037571(NAD 83)
 JK1293_MARKER: DD = SURVEY DISK
 JK1293_SETTING: 66 = SET IN ROCK OUTCROP
 JK1293
 JK1293  HISTORY     - Date     Condition        Report By
 JK1293  HISTORY     - 1952     MONUMENTED       USGS
 JK1293  HISTORY     - 1957     GOOD             USGS
 JK1293  HISTORY     - 1959     GOOD             USGS
 JK1293
 JK1293                          STATION DESCRIPTION
 JK1293
 JK1293'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 JK1293'STATION IS LOCATED ABOUT 10 MI. N. AND 5 MI. W. OF WESTCLIFFE,
 JK1293'COLORADO, ON THE HIGHEST POINT OF GEM MOUNTAIN, WHICH IS THE
 JK1293'HIGHEST MOUNTAIN IN THAT VICINITY.
 JK1293'
 JK1293'TO REACH STATION FROM THE POST OFFICE AT WESTCLIFFE, PROCEED NW. ON
 JK1293'STATE HIGHWAY 69 FOR 10.6 MI. TO JUNCTION WITH REED GULCH ROAD, TURN
 JK1293'RIGHT AND PROCEED FOR 2.6 MI. TO ABANDONED MINE BUILDINGS, TURN LEFT
 JK1293'AND PROCEED IN A N. DIRECTION ACROSS FIELD FOR 0.6 MI. TO BASE OF
 JK1293'HILL, END OF TRUCK TRAVEL.  PACK IN A N. DIRECTION TO TOP OF RIDGE,
 JK1293'FOLLOW RIDGE TO HIGHEST POINT OF MOUNTAIN AND STATION.  ABOUT A 30
 JK1293'MINUTE PACK.
 JK1293'
 JK1293'STATION MARK--STANDARD TABLET, SET IN FLAT ROCK ON HIGHEST POINT OF
 JK1293'MOUNTAIN, STAMPED ---GEM 1952---.
 JK1293'
 JK1293'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, SET IN LARGE ROCK,
 JK1293'PROJECTING ABOUT 12 IN. ABOVE THE GROUND, AT A DISTANCE OF 46.10 FT.
 JK1293'FROM STATION, N 29 DEG 42 MIN E.
 JK1293'
 JK1293'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, SET IN ROCK,
 JK1293'PROJECTING ABOUT 18 IN. ABOVE THE GROUND, AT A DISTANCE OF 28.80 FT.
 JK1293'FROM STATION,  N 58 DEG 51 MIN W.
 JK1293
 JK1293                          STATION RECOVERY (1959)
 JK1293
 JK1293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959 (EBG)
 JK1293'STATION--OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0400 ***********************************************************************
 JM0400  DESIGNATION -  GENE
 JM0400  PID         -  JM0400
 JM0400  STATE/COUNTY-  CO/MONTROSE
 JM0400  USGS QUAD   -  WINDY POINT (1994)
 JM0400
 JM0400                         *CURRENT SURVEY CONTROL
 JM0400  ___________________________________________________________________
 JM0400* NAD 83(1992)-  38 22 46.54527(N)    108 33 53.20641(W)     ADJUSTED  
 JM0400* NAVD 88     -      2095.3    (meters)    6874.     (feet)  VERTCON   
 JM0400  ___________________________________________________________________
 JM0400  LAPLACE CORR-           9.60  (seconds)                    DEFLEC99
 JM0400  GEOID HEIGHT-         -17.91  (meters)                     GEOID03
 JM0400
 JM0400  HORZ ORDER  -  THIRD
 JM0400
 JM0400.The horizontal coordinates were established by classical geodetic methods
 JM0400.and adjusted by the National Geodetic Survey in November 1997..
 JM0400
 JM0400.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0400
 JM0400.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0400
 JM0400.The geoid height was determined by GEOID03.
 JM0400
 JM0400;                    North         East     Units Scale Factor Converg.
 JM0400;SPC CO S     -   499,306.465   646,658.719   MT  0.99999063   -1 52 47.5
 JM0400;SPC CO S     - 1,638,141.29  2,121,579.48   sFT  0.99999063   -1 52 47.5
 JM0400;UTM  12      - 4,250,740.893   712,713.881   MT  1.00015726   +1 30 45.1
 JM0400
 JM0400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0400!SPC CO S     -   0.99967415  x   0.99999063  =   0.99966479
 JM0400!UTM  12      -   0.99967415  x   1.00015726  =   0.99983136
 JM0400
 JM0400                          SUPERSEDED SURVEY CONTROL
 JM0400
 JM0400  NAD 83(1992)-  38 22 46.54216(N)    108 33 53.20789(W) AD(       ) 3
 JM0400  NAD 83(1986)-  38 22 46.53775(N)    108 33 53.20080(W) AD(       ) 3
 JM0400  NAD 27      -  38 22 46.58102(N)    108 33 50.86788(W) AD(       ) 3
 JM0400  NGVD 29 (07/19/86) 2094.0    (m)         6870.     (f) VERT ANG       
 JM0400
 JM0400.Superseded values are not recommended for survey control.
 JM0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0400.See file dsdata.txt to determine how the superseded data were derived.
 JM0400
 JM0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH1271450741(NAD 83)
 JM0400_MARKER: DD = SURVEY DISK
 JM0400_SETTING: 66 = SET IN ROCK OUTCROP
 JM0400_SP_SET: SET IN ROCK OUTCROP
 JM0400_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0400+STABILITY: POSITION/ELEVATION WELL
 JM0400
 JM0400  HISTORY     - Date     Condition        Report By
 JM0400  HISTORY     - 1947     MONUMENTED       USGS
 JM0400
 JM0400                          STATION DESCRIPTION
 JM0400
 JM0400'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JM0400'STATION IS LOCATED ON WESTERN TIP OF SHARP RIDGE, RUNNING E. AND W.
 JM0400'OVERLOOKING TABEGUACHE CREEK AND TEMPLETON RANCH S. AND HIGH PLATEAU
 JM0400'N., IN SE. 1/4 SEC. 30, T 47 N, R 15 W.
 JM0400'
 JM0400'TO REACH STATION FROM NUCLA, COLORADO, GO BY W. AND N. RDS. KNOWN
 JM0400'LOCALLY AS THIRD PARK ROAD, 9.75 MI. TO TABEGUACHE CREEK RD. FORK,
 JM0400'TAKE RIGHT HAND RD. 1.5 MI. TO RD. FORK AT TEMPLETON RANCH, PROCEED
 JM0400'ON LEFT RD. 2.0 MI. TO POINT JUST S. OF HIGH POINTED RIDGE TIP,
 JM0400'APPROXIMATELY 10 MINUTE PACK TO W. TIP OF RIDGE AND STATION SITE.
 JM0400'
 JM0400'STATION MARK--STANDARD TABLET, STAMPED ---GENE 1947---, AND CEMENTED
 JM0400'IN SANDSTONE OUTCROP.
 JM0400'
 JM0400'REFERENCE MARK NO. 1--CHISELED ARROW, IN SANDSTONE OUTCROP, 22.50 FT.
 JM0400'FROM STATION, N 63 DEG E.
 JM0400'
 JM0400'REFERENCE MARK NO. 2--CHISELED ARROW, IN SANDSTONE OUTCROP, 35.00 FT.
 JM0400'FROM STATION, S 13 DEG E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1865 ***********************************************************************
 KK1865  DESIGNATION -  GENESEE
 KK1865  PID         -  KK1865
 KK1865  STATE/COUNTY-  CO/JEFFERSON
 KK1865  USGS QUAD   -  EVERGREEN (1994)
 KK1865
 KK1865                         *CURRENT SURVEY CONTROL
 KK1865  ___________________________________________________________________
 KK1865* NAD 83(1992)-  39 42 10.79912(N)    105 17 36.44006(W)     ADJUSTED  
 KK1865* NAVD 88     -      2518.9    (meters)    8264.     (feet)  VERTCON   
 KK1865  ___________________________________________________________________
 KK1865  LAPLACE CORR-         -17.73  (seconds)                    DEFLEC99
 KK1865  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 KK1865
 KK1865  HORZ ORDER  -  FIRST
 KK1865
 KK1865.The horizontal coordinates were established by classical geodetic methods
 KK1865.and adjusted by the National Geodetic Survey in January 1993..
 KK1865
 KK1865.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1865
 KK1865.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1865
 KK1865.The geoid height was determined by GEOID03.
 KK1865
 KK1865;                    North         East     Units Scale Factor Converg.
 KK1865;SPC CO C     -   512,373.749   932,115.456   MT  0.99999104   +0 07 49.0
 KK1865;SPC CO C     - 1,681,012.87  3,058,115.46   sFT  0.99999104   +0 07 49.0
 KK1865;UTM  13      - 4,394,835.099   474,842.514   MT  0.99960779   -0 11 14.9
 KK1865
 KK1865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1865!SPC CO C     -   0.99960729  x   0.99999104  =   0.99959833
 KK1865!UTM  13      -   0.99960729  x   0.99960779  =   0.99921523
 KK1865
 KK1865|---------------------------------------------------------------------|
 KK1865| PID    Reference Object                     Distance      Geod. Az  |
 KK1865|                                                           dddmmss.s |
 KK1865| CP8099 GENESEE RM 1                         18.336 METERS 10748     |
 KK1865| KK1872 GENESEE AZ MK                       APPROX. 0.6 KM 1681430.6 |
 KK1865| KK1871 GENESEE AZ MK OFFSET                APPROX. 0.6 KM 1681429.4 |
 KK1865| CP8100 GENESEE RM 2                         27.006 METERS 23740     |
 KK1865|---------------------------------------------------------------------|
 KK1865
 KK1865                          SUPERSEDED SURVEY CONTROL
 KK1865
 KK1865  NAD 83(1986)-  39 42 10.79599(N)    105 17 36.43942(W) AD(       ) 1
 KK1865  NAD 27      -  39 42 10.83797(N)    105 17 34.47257(W) AD(       ) 1
 KK1865  NGVD 29 (07/19/86) 2517.8    (m)         8260.     (f) VERT ANG       
 KK1865
 KK1865.Superseded values are not recommended for survey control.
 KK1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1865.See file dsdata.txt to determine how the superseded data were derived.
 KK1865
 KK1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7484394835(NAD 83)
 KK1865_MARKER: DS = TRIANGULATION STATION DISK
 KK1865_SETTING: 66 = SET IN ROCK OUTCROP
 KK1865_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KK1865_STAMPING: GENESEE 1977
 KK1865_MARK LOGO: CGS   
 KK1865_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK1865_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1865+STABILITY: POSITION/ELEVATION WELL
 KK1865
 KK1865  HISTORY     - Date     Condition        Report By
 KK1865  HISTORY     - 1977     MONUMENTED       NGS
 KK1865  HISTORY     - 19820405 GOOD             NGS
 KK1865
 KK1865                          STATION DESCRIPTION
 KK1865
 KK1865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1865'THE STATION IS LOCATED 6-1/4 MILES NORTHWEST OF
 KK1865'MORRISON, 6 MILES SOUTHWEST OF GOLDEN, 5-1/2 MILES NORTH OF
 KK1865'EVERGREEN, 1/2 MILE SOUTH OF INTERSTATE HIGHWAY 70, ON TOP OF
 KK1865'GENESEE MOUNTAIN, THAT IS PROPERTY OWNED BY THE DENVER
 KK1865'MOUNTAIN PARKS, 1805 BRYNANT, DENVER, COLORADO.
 KK1865'
 KK1865'TO REACH THE STATION FROM INTERSTATE HIGHWAY 70 AND EXIT 57,
 KK1865'ABOUT 6 MILES SOUTHWEST OF GOLDEN, TAKE EXIT 57 FOR 0.1 MILE,
 KK1865'TURN LEFT, PASS OVER INTERSTATE HIGHWAY 70 FOR 0.1 MILE TO A
 KK1865'T-ROAD.  TURN RIGHT AND GO NORTHERLY UPHILL
 KK1865'ON A WINDING ROAD FOR 1.7
 KK1865'MILES TO THE AZIMUTH MARK ON THE RIGHT, AT THE SOUTH EDGE OF A
 KK1865'PARKING LOT.  CONTINUE NORTHERLY UPHILL ON WINDING PAVED
 KK1865'ROAD FOR 0.2 MILE TO THE END OF PAVEMENT.  CONTINUE UPHILL
 KK1865'ON GRAVEL ROAD FOR 0.55 MILE TO THE PARKING AREA AND THE
 KK1865'STATION ABOUT 200 FEET WEST.
 KK1865'
 KK1865'STATION MARK, STAMPED---GENESEE 1977---, A STANDARD DISK
 KK1865'CEMENTED IN A DRILL HOLE IN BEDROCK THAT IS 16-INCHES BELOW
 KK1865'GROUND.  IT IS 46 FEET EAST-SOUTHEAST OF A FLAGPOLE, 32.4
 KK1865'FEET WEST OF A STEEL EYE BOLT IN A ROCK LEDGE, 32 FEET SOUTH
 KK1865'OF CENTER OF A FOOT PATH, 36 FEET WEST-SOUTHWEST OF A
 KK1865'EVERGREEN TREE HAVING A TRIANGLE BLAZE ON ITS SOUTHEAST SIDE,
 KK1865'AND 35 FEET NORTH OF A 12-INCH PINE TREE.
 KK1865'
 KK1865'REFERENCE MARK 1, STAMPED---GENESEE NO 1 1977---, A STANDARD
 KK1865'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK 2X6 FEET,
 KK1865'AND PROJECTS 2 FEET.  IT IS 31 FEET EAST-SOUTHEAST OF A
 KK1865'EVERGREEN TREE WITH A TRIANGLE BLAZE, 27 FEET NORTH OF AN
 KK1865'18-INCH PINE TREE, AND ABOUT 2 FEET HIGHER THAN THE
 KK1865'STATION.
 KK1865'
 KK1865'REFERENCE MARK 2, STAMPED---GENESEE NO 2 1977---, A STANDARD
 KK1865'DISK CEMENTED IN A DRILL HOLE IN A 2X7 FOOT ROCK OUTCROP THAT
 KK1865'PROJECTS 3-1/2 FEET.  IT IS 84.5 FEET SOUTHWEST OF A
 KK1865'FLAGPOLE.
 KK1865'
 KK1865'AZIMUTH MARK STAMPED---GENESEE 1977---, A STANDARD DISK
 KK1865'CEMENTED IN A DRILL HOLE IN A 3X4 FOOT BOULDER THAT PROJECTS
 KK1865'3 FEET.  IT IS 89 FEET NORTH OF THE CENTER OF THE PAVED
 KK1865'ROAD, 22 FEET EAST-NORTHEAST OF A 12-INCH PINE TREE,
 KK1865'16 FEET WEST OF AN 8-INCH PINE TREE, AND 3 FEET SOUTH
 KK1865'OF THE SOUTH EDGE OF THE PARKING LOT.
 KK1865'
 KK1865'HEIGHT OF LIGHT SHOWN ABOVE MARK WAS 19.2 METERS.
 KK1865
 KK1865                          STATION RECOVERY (1982)
 KK1865
 KK1865'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 KK1865'THE STATION AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AND AS
 KK1865'DESCRIBED.  REFERENCE MARKS 1 AND 2 WERE DESTROYED AND ONLY THEIR
 KK1865'STEMS REMAINED.  REFERENCE MARKS 3 AND 4 WERE SET AT THIS TIME.  DUE
 KK1865'TO TREES BLOCKING LINE OF SITE, THE AZIMUTH COULDNOT BE CHECKED.  THE
 KK1865'LOCATION AND TO REACH ARE GOOD AS ARE THE DESCRIPTIONS FOR THE STATION
 KK1865'MARK AND AZIMUTH MARK.  NEW DESCRIPTION ARE GIVEN FOR THE NEW
 KK1865'REFERENCE MARK 3 AND 4.
 KK1865'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--GENESEE 197 NO 3
 KK1865'1982--, SET INTO A ROCK OUTCROP, 6 FEET, (1.8 M) (5.9 FT) LARGEST
 KK1865'DIMENSION.  THE DISK IS 0.3 M (1.0 FT) ABOVE GROUND.  LOCATED 19.5
 KK1865'METERS (64.0 FT) EAST FROM THE FLAG POLE CENTER.  7.3 WEST FROM THE
 KK1865'HIGHEST ROCK ON THE NORTHERN END OF SUMMIT.  3.0 METERS (9.8 M) WEST
 KK1865'FROM AN EYE BOLT, SET IN THE SAME ROCK OUTCROP AS THE RM AND 3 FEET,
 KK1865'(0.9 M) (3.0 FT) HIGHER THAN THE STATION.
 KK1865'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--GENESEE 1977 NO 4
 KK1865'1982--, SET INTO ROCK OUTCROP, 3 FEET (0.9 M) (3.0 FT) LARGEST
 KK1865'DIMENSION.  LOCATED 23.5 METERS (77.1 FT) SOUTHEAST FROM THE FLAG POLE
 KK1865'CENTER, 13.7 METERS (44.9 FT) SOUTHWEST FROM THE HIGHEST ROCK ON THE
 KK1865'NORTHERN END OF SUMMIT AMD 11.9 METERS (39.0 FT) SOUTH SOUTHWEST FROM
 KK1865'AN EYE BOLT, SET IN THE SAME ROCK OUTROCK AS RM 3 AND 2 FEET (0.6 M)
 KK1865'(2.0 FT) LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1872 ***********************************************************************
 KK1872  DESIGNATION -  GENESEE AZ MK
 KK1872  PID         -  KK1872
 KK1872  STATE/COUNTY-  CO/JEFFERSON
 KK1872  USGS QUAD   -  EVERGREEN (1994)
 KK1872
 KK1872                         *CURRENT SURVEY CONTROL
 KK1872  ___________________________________________________________________
 KK1872* NAD 83(1992)-  39 41 52.01662(N)    105 17 31.37911(W)     ADJUSTED  
 KK1872* NAVD 88     -      2467.7    (meters)    8096.     (feet)  VERTCON   
 KK1872  ___________________________________________________________________
 KK1872  LAPLACE CORR-         -17.69  (seconds)                    DEFLEC99
 KK1872  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 KK1872
 KK1872  HORZ ORDER  -  SECOND
 KK1872
 KK1872.The horizontal coordinates were established by classical geodetic methods
 KK1872.and adjusted by the National Geodetic Survey in January 1993..
 KK1872
 KK1872.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1872
 KK1872.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1872
 KK1872.The geoid height was determined by GEOID03.
 KK1872
 KK1872;                    North         East     Units Scale Factor Converg.
 KK1872;SPC CO C     -   511,794.754   932,237.347   MT  0.99999009   +0 07 52.1
 KK1872;SPC CO C     - 1,679,113.29  3,058,515.36   sFT  0.99999009   +0 07 52.1
 KK1872;UTM  13      - 4,394,255.658   474,961.147   MT  0.99960772   -0 11 11.6
 KK1872
 KK1872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1872!SPC CO C     -   0.99961532  x   0.99999009  =   0.99960541
 KK1872!UTM  13      -   0.99961532  x   0.99960772  =   0.99922319
 KK1872
 KK1872                          SUPERSEDED SURVEY CONTROL
 KK1872
 KK1872  NAD 83(1986)-  39 41 52.01349(N)    105 17 31.37852(W) AD(       ) 2
 KK1872  NAD 27      -  39 41 52.05522(N)    105 17 29.41149(W) AD(       ) 2
 KK1872  NGVD 29 (07/19/86) 2466.6    (m)         8093.     (f) VERT ANG       
 KK1872
 KK1872.Superseded values are not recommended for survey control.
 KK1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1872.See file dsdata.txt to determine how the superseded data were derived.
 KK1872
 KK1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7496194256(NAD 83)
 KK1872_MARKER: DS = TRIANGULATION STATION DISK
 KK1872_SETTING: 80 = SET IN A BOULDER
 KK1872_SP_SET: SET IN DRILL HOLE IN A BOULDER
 KK1872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1872+STABILITY: SURFACE MOTION
 KK1872
 KK1872  HISTORY     - Date     Condition        Report By
 KK1872  HISTORY     - 1977     MONUMENTED       NGS
 KK1872
 KK1872                          STATION DESCRIPTION
 KK1872
 KK1872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1872'THE MARK IS LOCATED ABOUT 6-1/4 MILES NORTHWEST OF MORRISON,
 KK1872'6 MILES SOUTHWEST OF GOLDEN, 5-1/2 MILES NORTH OF
 KK1872'EVERGREEN, 0.3 MILE SOUTH OF INTERSTATE HIGHWAY 70, ON
 KK1872'PROPERTY OWNED BY THE DENVER MOUNTAIN PARKS.
 KK1872'
 KK1872'TO REACH THE STATION FROM INTERSTATE HIGHWAY 70 AND EXIT 57,
 KK1872'ABOUT 6 MILES SOUTHWEST OF GOLDEN, TAKE EXIT 57 FOR 0.1 MILE
 KK1872'TURN LEFT, PASS OVER INTERSTATE HIGHWAY 70 FOR 0.1 MILE TO A
 KK1872'T-ROAD.  TURN RIGHT AND GO NORTHERLY UPHILL ON WINDING ROAD
 KK1872'FOR 1.7 MILES TO A PARKING LOT ON THE RIGHT AND THE MARK.
 KK1872'
 KK1872'THE MARK, STAMPED---GENESEE 1977---, A STANDARD DISK
 KK1872'CEMENTED IN A DRILL HOLE IN A 3X4 FOOT BOULDER THAT PROJECTS
 KK1872'3 FEET.  IT IS 89 FEET NORTH OF CENTER OF THE PAVED ROAD, 22
 KK1872'FEET EAST-NORTHEAST OF A 12-INCH PINE TREE, 16 FEET
 KK1872'WEST OF AN 8-INCH PINE TREE, AND 3 FEET SOUTH OF THE SOUTH
 KK1872'EDGE OF THE PARKING LOT.
 KK1872'
 KK1872'HEIGHT OF LIGHT SHOWN ABOVE MARK WAS 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1084 ***********************************************************************
 LL1084  DESIGNATION -  GEOMAG AZ MK
 LL1084  PID         -  LL1084
 LL1084  STATE/COUNTY-  CO/BOULDER
 LL1084  USGS QUAD   -  HYGIENE (1979)
 LL1084
 LL1084                         *CURRENT SURVEY CONTROL
 LL1084  ___________________________________________________________________
 LL1084* NAD 83(1992)-  40 08 12.50461(N)    105 14 15.47746(W)     ADJUSTED  
 LL1084* NAVD 88     -      1685.218  (meters)    5528.92   (feet)  ADJUSTED  
 LL1084  ___________________________________________________________________
 LL1084  X           -  -1,283,681.389 (meters)                     COMP
 LL1084  Y           -  -4,712,496.945 (meters)                     COMP
 LL1084  Z           -   4,090,686.578 (meters)                     COMP
 LL1084  LAPLACE CORR-         -19.45  (seconds)                    DEFLEC99
 LL1084  ELLIP HEIGHT-        1669.36  (meters)          (10/21/02) GPS OBS
 LL1084  GEOID HEIGHT-         -15.85  (meters)                     GEOID03
 LL1084  DYNAMIC HT  -        1683.640 (meters)    5523.74  (feet)  COMP
 LL1084  MODELED GRAV-     979,630.2   (mgal)                       NAVD 88
 LL1084
 LL1084  HORZ ORDER  -  A
 LL1084  VERT ORDER  -  FIRST     CLASS II
 LL1084  ELLP ORDER  -  FOURTH    CLASS II
 LL1084
 LL1084.This is a reference station for the TABLE MOUNTAIN
 LL1084.National Continuously Operating Reference Station (TMGO).
 LL1084
 LL1084.The horizontal coordinates were established by GPS observations
 LL1084.and adjusted by the National Geodetic Survey in December 1997..
 LL1084
 LL1084.The orthometric height was determined by differential leveling
 LL1084.and adjusted by the National Geodetic Survey in June 1991..
 LL1084
 LL1084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1084
 LL1084.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1084
 LL1084.The ellipsoidal height was determined by GPS observations
 LL1084.and is referenced to NAD 83.
 LL1084
 LL1084.The geoid height was determined by GEOID03.
 LL1084
 LL1084.The dynamic height is computed by dividing the NAVD 88
 LL1084.geopotential number by the normal gravity value computed on the
 LL1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1084.degrees latitude (g = 980.6199 gals.).
 LL1084
 LL1084.The modeled gravity was interpolated from observed gravity values.
 LL1084
 LL1084;                    North         East     Units Scale Factor Converg.
 LL1084;SPC CO N     -   394,043.450   936,760.661   MT  0.99995881   +0 10 10.3
 LL1084;SPC CO N     - 1,292,790.89  3,073,355.60   sFT  0.99995881   +0 10 10.3
 LL1084;UTM  13      - 4,442,968.680   479,756.279   MT  0.99960504   -0 09 11.5
 LL1084
 LL1084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1084!SPC CO N     -   0.99973819  x   0.99995881  =   0.99969701
 LL1084!UTM  13      -   0.99973819  x   0.99960504  =   0.99934333
 LL1084
 LL1084                          SUPERSEDED SURVEY CONTROL
 LL1084
 LL1084  ELLIP H (12/18/97) 1669.38   (m)                       GP(       ) 3 1
 LL1084  NAVD 88 (12/18/97) 1685.22   (m)         5528.9    (f) LEVELING    3  
 LL1084  NGVD 29 (??/??/??) 1684.285  (m)         5525.86   (f) ADJUSTED    1 2
 LL1084
 LL1084.Superseded values are not recommended for survey control.
 LL1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1084.See file dsdata.txt to determine how the superseded data were derived.
 LL1084
 LL1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE7975642969(NAD 83)
 LL1084_MARK LOGO: USGS  
 LL1084_PROJECTION: PROJECTING 99 CENTIMETERS
 LL1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1084+STABILITY: SURFACE MOTION
 LL1084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1084+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2001
 LL1084
 LL1084  HISTORY     - Date     Condition        Report By
 LL1084  HISTORY     - UNK      FIRST OBSERVED   USGS
 LL1084  HISTORY     - 1984     GOOD             NGS
 LL1084  HISTORY     - 19970501 GOOD             NGS
 LL1084  HISTORY     - 19980922 MARK NOT FOUND   USPSQD
 LL1084  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL1084  HISTORY     - 20010405 GOOD             NGS
 LL1084
 LL1084                          STATION DESCRIPTION
 LL1084
 LL1084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1084'16.3 KM (10.1 MI) NE FROM BOULDER.
 LL1084'11.6 KM (7.2 MI) NORTHERLY ALONG U.S. HIGHWAY 36 FROM ITS NORTH
 LL1084'JUNCTION WITH STATE HIGHWAY 119 IN BOULDER, THENCE 3.2 KM (2.0 MI)
 LL1084'EAST ALONG PLATEAU ROAD LEADING EAST TO THE TABLE MOUNTAIN ANTENNA
 LL1084'FIELD, THENCE 0.8 KM (0.5 MI) NORTH ALONG A DIRT ROAD, THENCE 0.6 KM
 LL1084'(0.35 MI) EAST ALONG A DIRT ROAD, THENCE 0.1 KM (0.05 MI) SOUTH ALONG
 LL1084'A TRACK ROAD, 89.0 METERS (292.0 FT) SOUTH OF THE CENTER OF THE ROAD,
 LL1084'78.4 METERS (257.2 FT) SOUTH OF THE SOUTHEAST CORNER OF AN 18- BY
 LL1084'20-FOOT BRICK BUILDING, 37.7 METERS (123.7 FT) WEST OF THE NORTHWEST
 LL1084'CORNER OF A 10- BY 15-FOOT ALUMINUM SIDED BUILDING, AND 28.6 METERS
 LL1084'(93.8 FT) WEST OF THE CENTER OF A TRACK ROAD.  NOTE--THE DATUM POINT
 LL1084'IS THE TOP OF A SCREWDRIVER IMBEDDED IN THE TOP OF THE CONCRETE
 LL1084'MONUMENT.
 LL1084'THE MARK IS 1.4 M ABOVE THE ROAD.
 LL1084
 LL1084                          STATION RECOVERY (1997)
 LL1084
 LL1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JGF)
 LL1084'THE STATION WAS RECOVERED AS DESCRIBED, HOWEVER VEHICLES ARE
 LL1084'PROHIBITTED FROM PROCEEDING PAST THE BLOCK BUILDING SINCE THE STATION
 LL1084'IS IN THE MIDDLE OF AN ARRAY OF CONTINUOUSLY RECORDING MAGNATOMITERS
 LL1084'AND DATA COLLECTION WILL BE DISRUPTED.  PHONE NUMBERS ARE POSTED AT
 LL1084'THE HEAD OF THE ROAD FOR PERSONS TO BE CONTACTED PRIOR TO ENTERING THE
 LL1084'AREA.  ALSO, THE MONUMENT IS A PYRAMIDAL CONCRETE COLUMN 0.6 M (2.0
 LL1084'FT) SQUARE AT THE BASE TAPERING TO 0.3 M (1.0 FT) AT THE TOP. THE
 LL1084'SCREWDRIVER PROJECTS 0.2 M (0.7 FT) ABOVE THE TOP OF THE MONUMENT.
 LL1084'THE TOP OF THE SCREWDRIVER IS NOW 1.6 M (5.2 FT) ABOVE GROUND LEVEL.
 LL1084
 LL1084                          STATION RECOVERY (1998)
 LL1084
 LL1084'RECOVERY NOTE BY US POWER SQUADRON 1998
 LL1084'MARK NOT FOUND.
 LL1084
 LL1084                          STATION RECOVERY (2001)
 LL1084
 LL1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL1084'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL1084
 LL1084                          STATION RECOVERY (2001)
 LL1084
 LL1084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 LL1084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0583 ***********************************************************************
 KJ0583  DESIGNATION -  GERBER
 KJ0583  PID         -  KJ0583
 KJ0583  STATE/COUNTY-  CO/YUMA
 KJ0583  USGS QUAD   -  WILDCAT CANYON (1963)
 KJ0583
 KJ0583                         *CURRENT SURVEY CONTROL
 KJ0583  ___________________________________________________________________
 KJ0583* NAD 83(1992)-  39 46 16.13196(N)    102 17 06.13713(W)     ADJUSTED  
 KJ0583* NAVD 88     -      1217.1    (meters)    3993.     (feet)  VERTCON   
 KJ0583  ___________________________________________________________________
 KJ0583  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 KJ0583  GEOID HEIGHT-         -22.42  (meters)                     GEOID03
 KJ0583
 KJ0583  HORZ ORDER  -  THIRD
 KJ0583
 KJ0583.The horizontal coordinates were established by classical geodetic methods
 KJ0583.and adjusted by the National Geodetic Survey in January 1993..
 KJ0583
 KJ0583.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0583
 KJ0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0583
 KJ0583.The geoid height was determined by GEOID03.
 KJ0583
 KJ0583;                    North         East     Units Scale Factor Converg.
 KJ0583;SPC CO N     -   358,403.777 1,189,791.488   MT  0.99999165   +2 04 38.3
 KJ0583;SPC CO N     - 1,175,863.06  3,903,507.57   sFT  0.99999165   +2 04 38.3
 KJ0583;UTM  13      - 4,405,883.278   732,536.105   MT  1.00026576   +1 44 15.4
 KJ0583
 KJ0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0583!SPC CO N     -   0.99981261  x   0.99999165  =   0.99980426
 KJ0583!UTM  13      -   0.99981261  x   1.00026576  =   1.00007832
 KJ0583
 KJ0583                          SUPERSEDED SURVEY CONTROL
 KJ0583
 KJ0583  NAD 83(1992)-  39 46 16.13007(N)    102 17 06.13541(W) AD(       ) 3
 KJ0583  NGVD 29 (01/21/92) 1216.6    (m)         3991.     (f) VERT ANG       
 KJ0583
 KJ0583.Superseded values are not recommended for survey control.
 KJ0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0583.See file dsdata.txt to determine how the superseded data were derived.
 KJ0583
 KJ0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGE3253605883(NAD 83)
 KJ0583_MARKER: DD = SURVEY DISK
 KJ0583_SETTING: 0 = UNSPECIFIED SETTING
 KJ0583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KJ0583
 KJ0583  HISTORY     - Date     Condition        Report By
 KJ0583  HISTORY     - 1963     MONUMENTED       USGS
 KJ0583
 KJ0583                          STATION DESCRIPTION
 KJ0583
 KJ0583'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 KJ0583'STATION LOCATED ABOUT 4.5 MI. N. AND 3/4 MI. E. OF IDALIA, YUMA
 KJ0583'COUNTY, COLORADO.  TOP OF RIDGE W. OF GERBERS FARM BUILDINGS, 149 FT.
 KJ0583'N. OF AN E-W. FENCE AND 177 FT. E. OF A N-S. FENCE.
 KJ0583'
 KJ0583'TO REACH FROM IDALIA, GO 3.0 MI. N. ALONG COUNTY ROAD 55 TO CROSSROAD,
 KJ0583'TURN RIGHT (E.) 1.0 MI. TO CROSSROAD, TURN LEFT (N.) 1.75 MI. TO
 KJ0583'GERBER FARM BUILDINGS ON THE LEFT.  TURN LEFT THROUGH CORRALS 0.6 MI.
 KJ0583'TO TOP OF RIDGE AND STATION AS DESCRIBED.
 KJ0583'
 KJ0583'STATION MARK--STANDARD USGS TABLET IN CONCRETE POST PROJECTING 0.3
 KJ0583'FT., STAMPED---GERBER-ET 1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0393 ***********************************************************************
 LL0393  DESIGNATION -  GG 169
 LL0393  PID         -  LL0393
 LL0393  STATE/COUNTY-  CO/WELD
 LL0393  USGS QUAD   -  DOVER (1972)
 LL0393
 LL0393                         *CURRENT SURVEY CONTROL
 LL0393  ___________________________________________________________________
 LL0393* NAD 83(1986)-  40 46 08.     (N)    104 45 47.     (W)     SCALED    
 LL0393* NAVD 88     -      1607.748  (meters)    5274.75   (feet)  ADJUSTED  
 LL0393  ___________________________________________________________________
 LL0393  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 LL0393  DYNAMIC HT  -        1606.371 (meters)    5270.24  (feet)  COMP
 LL0393  MODELED GRAV-     979,711.5   (mgal)                       NAVD 88
 LL0393
 LL0393  VERT ORDER  -  SECOND    CLASS 0
 LL0393
 LL0393.The horizontal coordinates were scaled from a topographic map and have
 LL0393.an estimated accuracy of +/- 6 seconds.
 LL0393
 LL0393.The orthometric height was determined by differential leveling
 LL0393.and adjusted by the National Geodetic Survey in June 1991..
 LL0393
 LL0393.The geoid height was determined by GEOID03.
 LL0393
 LL0393.The dynamic height is computed by dividing the NAVD 88
 LL0393.geopotential number by the normal gravity value computed on the
 LL0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0393.degrees latitude (g = 980.6199 gals.).
 LL0393
 LL0393.The modeled gravity was interpolated from observed gravity values.
 LL0393
 LL0393;                    North         East    Units  Estimated Accuracy
 LL0393;SPC CO N     -   464,460.      976,620.      MT  (+/- 180 meters Scaled)
 LL0393
 LL0393                          SUPERSEDED SURVEY CONTROL
 LL0393
 LL0393  NGVD 29 (??/??/92) 1606.784  (m)         5271.59   (f) ADJ UNCH    2 0
 LL0393
 LL0393.Superseded values are not recommended for survey control.
 LL0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0393.See file dsdata.txt to determine how the superseded data were derived.
 LL0393
 LL0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF199131(NAD 83)
 LL0393_MARKER: DB = BENCH MARK DISK
 LL0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0393_STAMPING: GG 169 1960
 LL0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0393+STABILITY: SURFACE MOTION
 LL0393
 LL0393  HISTORY     - Date     Condition        Report By
 LL0393  HISTORY     - 1960     MONUMENTED       CGS
 LL0393
 LL0393                          STATION DESCRIPTION
 LL0393
 LL0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LL0393'4.8 MI NNE FROM NUNN.
 LL0393'4.5 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 LL0393'NUNN, COLORADO, THENCE 1.5 MILES EAST ALONG THE ROAD LEADING TO
 LL0393'MISSILE SITE, 28 FEET NORTH OF CENTER OF ROAD, 3 FEET SOUTH OF
 LL0393'POWER POLE, 1 FOOT SOUTH OF FENCE, ABOUT 2 FEET HIGHER THAN
 LL0393'ROAD, SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES, 1
 LL0393'FOOT SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0543 ***********************************************************************
 HK0543  DESIGNATION -  GIBSON
 HK0543  PID         -  HK0543
 HK0543  STATE/COUNTY-  CO/SAGUACHE
 HK0543  USGS QUAD   -  DEADMAN CAMP SW (1979)
 HK0543
 HK0543                         *CURRENT SURVEY CONTROL
 HK0543  ___________________________________________________________________
 HK0543* NAD 83(1992)-  37 52 02.62747(N)    105 55 42.90848(W)     ADJUSTED  
 HK0543* NAVD 88     -      2301.     (meters)    7549.     (feet)  SCALED    
 HK0543  ___________________________________________________________________
 HK0543  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 HK0543  GEOID HEIGHT-         -16.06  (meters)                     GEOID03
 HK0543
 HK0543  HORZ ORDER  -  THIRD
 HK0543
 HK0543.The horizontal coordinates were established by classical geodetic methods
 HK0543.and adjusted by the National Geodetic Survey in January 1993..
 HK0543
 HK0543.The orthometric height was scaled from a topographic map.
 HK0543
 HK0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0543
 HK0543.The geoid height was determined by GEOID03.
 HK0543
 HK0543;                    North         East     Units Scale Factor Converg.
 HK0543;SPC CO S     -   438,148.935   876,692.596   MT  0.99994557   -0 15 46.4
 HK0543;SPC CO S     - 1,437,493.63  2,876,282.29   sFT  0.99994557   -0 15 46.4
 HK0543;UTM  13      - 4,191,508.840   418,325.185   MT  0.99968216   -0 34 12.1
 HK0543
 HK0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0543!SPC CO S     -   0.99964156  x   0.99994557  =   0.99958715
 HK0543!UTM  13      -   0.99964156  x   0.99968216  =   0.99932383
 HK0543
 HK0543                          SUPERSEDED SURVEY CONTROL
 HK0543
 HK0543  NAD 83(1986)-  37 52 02.61573(N)    105 55 42.92326(W) AD(       ) 4
 HK0543  NAD 27      -  37 52 02.63000(N)    105 55 40.84000(W) AD(       ) 3
 HK0543
 HK0543.Superseded values are not recommended for survey control.
 HK0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0543.See file dsdata.txt to determine how the superseded data were derived.
 HK0543
 HK0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB1832591509(NAD 83)
 HK0543_MARKER: DD = SURVEY DISK
 HK0543_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 HK0543_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 HK0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0543+STABILITY: SURFACE MOTION
 HK0543
 HK0543  HISTORY     - Date     Condition        Report By
 HK0543  HISTORY     - 1936     MONUMENTED       USGS
 HK0543  HISTORY     - 1936     GOOD             USGS
 HK0543
 HK0543                          STATION DESCRIPTION
 HK0543
 HK0543'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 HK0543'STATION IS ABOUT 9 MI. NW. OF HOOPER, COLORADO, 2 MI. W. AND 2.1 MI.
 HK0543'N. OF GIBSON SIDING ON DENVER AND RIO GRANDE NARROW GAUGE RAILROAD
 HK0543'AND LIES ABOUT 0.1 MI. N. OF THE SE. CORNER OF SEC. 24, T 42 N,
 HK0543'R 9 E, ON LEVEL GROUND 50 FT. W. OF RD. FROM A POINT 0.5 MI. N. AND
 HK0543'0.7 MI. W. OF HOOPER (THE JUNCTION OF COLORADO HIGHWAYS 17 AND 112).
 HK0543'DRIVE N. 5.5 MI., THENCE 2 MI. W., THENCE 2.6 MI. N. TO THE STATION.
 HK0543'
 HK0543'STATION MARK--A STANDARD BRONZE TABLET IN THE TOP OF A 3 FT. CONCRETE
 HK0543'POST SET 2.8 FT. IN THE GROUND.  TABLET STAMPED ---GIBSON 1936---.
 HK0543'
 HK0543'REFERENCE MARK NO. 1--A STANDARD BRONZE REFERENCE TABLET IN THE TOP
 HK0543'OF A 3 FT. CONCRETE POST SET 2.8 FT. IN GROUND, 104.67 FT. FROM
 HK0543'STATION MARK, S 08 DEG 36 MIN W.
 HK0543'
 HK0543'REFERENCE MARK NO. 2--A STANDARD BRONZE REFERENCE TABLET IN THE TOP
 HK0543'OF A 3 FT. CONCRETE POST SET 2.8 FT. IN GROUND, 94.46 FT. FROM
 HK0543'STATION MARK, N 66 DEG 16 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3413 ***********************************************************************
 AA3413  DESIGNATION -  GIBSON
 AA3413  PID         -  AA3413
 AA3413  STATE/COUNTY-  CO/DOUGLAS
 AA3413  USGS QUAD   -  WESTCREEK (1994)
 AA3413
 AA3413                         *CURRENT SURVEY CONTROL
 AA3413  ___________________________________________________________________
 AA3413* NAD 83(1992)-  39 07 42.17168(N)    105 12 03.61671(W)     ADJUSTED  
 AA3413* NAVD 88     -      2551.6    (meters)    8371.     (feet)  GPS OBS   
 AA3413  ___________________________________________________________________
 AA3413  X           -  -1,299,575.686 (meters)                     COMP
 AA3413  Y           -  -4,782,901.695 (meters)                     COMP
 AA3413  Z           -   4,004,984.258 (meters)                     COMP
 AA3413  LAPLACE CORR-          -7.46  (seconds)                    DEFLEC99
 AA3413  ELLIP HEIGHT-        2537.11  (meters)          (12/03/02) GPS OBS
 AA3413  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 AA3413
 AA3413  HORZ ORDER  -  FIRST
 AA3413  ELLP ORDER  -  FOURTH    CLASS II
 AA3413
 AA3413.The horizontal coordinates were established by GPS observations
 AA3413.and adjusted by the National Geodetic Survey in December 1994..
 AA3413
 AA3413.The orthometric height was determined by GPS observations and a
 AA3413.high-resolution geoid model.
 AA3413
 AA3413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3413
 AA3413.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3413
 AA3413.The ellipsoidal height was determined by GPS observations
 AA3413.and is referenced to NAD 83.
 AA3413
 AA3413.The geoid height was determined by GEOID03.
 AA3413
 AA3413;                    North         East     Units Scale Factor Converg.
 AA3413;SPC CO C     -   448,602.876   940,254.150   MT  0.99993602   +0 11 18.9
 AA3413;SPC CO C     - 1,471,791.27  3,084,817.16   sFT  0.99993602   +0 11 18.9
 AA3413;UTM  13      - 4,331,042.552   482,626.145   MT  0.99960372   -0 07 36.6
 AA3413
 AA3413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3413!SPC CO C     -   0.99960210  x   0.99993602  =   0.99953815
 AA3413!UTM  13      -   0.99960210  x   0.99960372  =   0.99920598
 AA3413
 AA3413                          SUPERSEDED SURVEY CONTROL
 AA3413
 AA3413  ELLIP H (12/14/94) 2537.13   (m)                       GP(       ) 3 1
 AA3413
 AA3413.Superseded values are not recommended for survey control.
 AA3413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3413.See file dsdata.txt to determine how the superseded data were derived.
 AA3413
 AA3413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8262631043(NAD 83)
 AA3413_MARKER: DD = SURVEY DISK
 AA3413_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA3413_STAMPING: GIBSON
 AA3413_MARK LOGO: DCGIS 
 AA3413_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA3413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3413+STABILITY: SURFACE MOTION
 AA3413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3413+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3413
 AA3413  HISTORY     - Date     Condition        Report By
 AA3413  HISTORY     - 1993     MONUMENTED       MSAM
 AA3413
 AA3413                          STATION DESCRIPTION
 AA3413
 AA3413'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1993 (KCH)
 AA3413'THE STATION IS LOCATED ABOUT 9 MILES (14.5 KM) SOUTH OF DECKERS,
 AA3413'COLORADO, ON THE EAST SIDE OF STUMP ROAD, IN SECTION 3, TOWNSHIP 11
 AA3413'SOUTH, RANGE 70 WEST OF THE 6TH P.M., OWNERSHIP-- DOUGLAS COUNTY RIGHT
 AA3413'OF WAY. TO REACH THE STATION FROM THE BRIDGE IN DECKERS. GO SOUTHEAST
 AA3413'ON STATE HIGHWAY 67 FOR 8.8 MILES (14.2 KM) TO DOUGLAS COUNTY ROAD 73
 AA3413'ON THE WEST (RIGHT), GO WEST ON DOUGLAS COUNTY ROAD 73 FIR 0.25 MILES
 AA3413'(0.40 KM) (WINDS DOWN A SWITCHBACK) TO WEST CREEK ROAD, GO SOUTH ON
 AA3413'WEST CREEK ROAD FOR 0.6 MILES (1.0 KM) TO STUMP ROAD, GO WEST (RIGHT)
 AA3413'ON STUMP ROAD FOR 2.5 MILES (4.0 KM) TO A FORK ON THE RIGHT (FOREST
 AA3413'SERVICE ROAD 360), STAY ON THE LEFT ON STUMP ROAD FOR ABOUT 0.1 MILES
 AA3413'(0.2 KM) TO THE TOP OF THE HILL AND THE STATION ON THE EAST. THE
 AA3413'STATION IS A BRASS DISK SET IN CONCRETE, ON THE EAST SIDE OF THE ROAD
 AA3413'MARKED WITH A DOUGLAS COUNTY FIBERGLASS WITNESS POST, IT IS 42.7 FEET
 AA3413'(13.0 M) SOUTH OF A BRASS  SHINNER 22568 ON A PINE TREE, 20.0 FEET
 AA3413'(6.1 M) WEST OF A BRASS SHINNER 22568 ON A PINE TREE, AND 19.8 FEET
 AA3413'(6.0 M) NORTHWEST OF A BRASS SHINNER 22568 ON A PINE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0429 ***********************************************************************
 JM0429  DESIGNATION -  GICP 1
 JM0429  PID         -  JM0429
 JM0429  STATE/COUNTY-  CO/MONTROSE
 JM0429  USGS QUAD   -  PARADOX (1994)
 JM0429
 JM0429                         *CURRENT SURVEY CONTROL
 JM0429  ___________________________________________________________________
 JM0429* NAD 83(1992)-  38 15 16.56523(N)    108 53 26.05843(W)     ADJUSTED  
 JM0429* NAVD 88     -      2158.7    (meters)    7082.     (feet)  VERTCON   
 JM0429  ___________________________________________________________________
 JM0429  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 JM0429  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 JM0429
 JM0429  HORZ ORDER  -  THIRD
 JM0429
 JM0429.The horizontal coordinates were established by classical geodetic methods
 JM0429.and adjusted by the National Geodetic Survey in November 1997..
 JM0429
 JM0429.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0429
 JM0429.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0429
 JM0429.The geoid height was determined by GEOID03.
 JM0429
 JM0429;                    North         East     Units Scale Factor Converg.
 JM0429;SPC CO S     -   486,424.609   617,705.490   MT  0.99997226   -2 04 46.9
 JM0429;SPC CO S     - 1,595,878.07  2,026,588.76   sFT  0.99997226   -2 04 46.9
 JM0429;UTM  12      - 4,236,168.380   684,569.860   MT  1.00001956   +1 18 23.2
 JM0429
 JM0429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0429!SPC CO S     -   0.99966434  x   0.99997226  =   0.99963661
 JM0429!UTM  12      -   0.99966434  x   1.00001956  =   0.99968389
 JM0429
 JM0429:                Primary Azimuth Mark                     Grid Az
 JM0429:SPC CO S     -  CASHIN                                   300 44 02.0
 JM0429:UTM  12      -  CASHIN                                   297 20 51.9
 JM0429
 JM0429|---------------------------------------------------------------------|
 JM0429| PID    Reference Object                     Distance      Geod. Az  |
 JM0429|                                                           dddmmss.s |
 JM0429| JM0431 CASHIN                              APPROX. 9.9 KM 2983915.1 |
 JM0429|---------------------------------------------------------------------|
 JM0429
 JM0429                          SUPERSEDED SURVEY CONTROL
 JM0429
 JM0429  NAD 83(1992)-  38 15 16.56032(N)    108 53 26.06064(W) AD(       ) 3
 JM0429  NAD 83(1986)-  38 15 16.55754(N)    108 53 26.05636(W) AD(       ) 3
 JM0429  NAD 27      -  38 15 16.59203(N)    108 53 23.68652(W) AD(       ) 3
 JM0429  NGVD 29 (07/19/86) 2157.6    (m)         7079.     (f) VERT ANG       
 JM0429
 JM0429.Superseded values are not recommended for survey control.
 JM0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0429.See file dsdata.txt to determine how the superseded data were derived.
 JM0429
 JM0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH8457036168(NAD 83)
 JM0429_MARKER: DD = SURVEY DISK
 JM0429_SETTING: 66 = SET IN ROCK OUTCROP
 JM0429_SP_SET: SET IN ROCK OUTCROP
 JM0429_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0429+STABILITY: POSITION/ELEVATION WELL
 JM0429
 JM0429  HISTORY     - Date     Condition        Report By
 JM0429  HISTORY     - 1947     MONUMENTED       USGS
 JM0429
 JM0429                          STATION DESCRIPTION
 JM0429
 JM0429'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JM0429'STATION IS LOCATED ON WESTERN TOP OF HIGH NARROW RIDGE, APPROXIMATELY
 JM0429'0.50 MI. W. OF W. END OF SKEIN MESA, OVERLOOKING A LARGE SAGE BRUSH
 JM0429'FLAT W. AND APPROXIMATELY 0.75 MI. DUE NE. OF SKEIN SPRINGS RESERVOIR,
 JM0429'APPROXIMATELY 24.0 MI. BY RD. FROM NATURITA, COLORADO, LOCATED IN
 JM0429'APPROXIMATE CENTER OF SEC. 7, T 46 N, R 18 W.
 JM0429'
 JM0429'STATION MARK--STANDARD TABLET, CEMENTED IN SANDSTONE OUTCROP AND
 JM0429'STAMPED ---GICP-1 1947---.
 JM0429'
 JM0429'REFERENCE MARK NO. 1--A 3/4 IN. DRILL HOLE, IN SANDSTONE OUTCROP,
 JM0429'21.5 FT. DISTANT, S 03 DEG 02 MIN W.
 JM0429'
 JM0429'REFERENCE MARK NO. 2--A 3/4 IN. DRILL HOLE, IN SANDSTONE OUTCROP,
 JM0429'36.6 FT. DISTANT, S 79 DEG 29 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0617 ***********************************************************************
 LK0617  DESIGNATION -  GILLHAM
 LK0617  PID         -  LK0617
 LK0617  STATE/COUNTY-  CO/LOGAN
 LK0617  USGS QUAD   -  PEETZ (1953)
 LK0617
 LK0617                         *CURRENT SURVEY CONTROL
 LK0617  ___________________________________________________________________
 LK0617* NAD 83(1992)-  40 55 59.79985(N)    103 07 01.69604(W)     ADJUSTED  
 LK0617* NAVD 88     -      1351.     (meters)    4432.     (feet)  SCALED    
 LK0617  ___________________________________________________________________
 LK0617  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 LK0617  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 LK0617
 LK0617  HORZ ORDER  -  SECOND
 LK0617
 LK0617.The horizontal coordinates were established by classical geodetic methods
 LK0617.and adjusted by the National Geodetic Survey in January 1993..
 LK0617
 LK0617.The orthometric height was scaled from a topographic map.
 LK0617
 LK0617.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0617
 LK0617.The geoid height was determined by GEOID03.
 LK0617
 LK0617;                    North         East     Units Scale Factor Converg.
 LK0617;SPC CO N     -   485,148.715 1,115,067.840   MT  1.00002777   +1 32 22.7
 LK0617;SPC CO N     - 1,591,692.08  3,658,351.74   sFT  1.00002777   +1 32 22.7
 LK0617;SPC NE       -   126,853.987   237,608.205   MT  0.99970818   -2 03 56.6
 LK0617;UTM  13      - 4,533,057.097   658,515.269   MT  0.99990927   +1 14 01.9
 LK0617
 LK0617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0617!SPC CO N     -   0.99979125  x   1.00002777  =   0.99981902
 LK0617!SPC NE       -   0.99979125  x   0.99970818  =   0.99949950
 LK0617!UTM  13      -   0.99979125  x   0.99990927  =   0.99970054
 LK0617
 LK0617:                Primary Azimuth Mark                     Grid Az
 LK0617:SPC CO N     -  PEETZ MUNICIPAL TANK                     007 41 53.1
 LK0617:SPC NE       -  PEETZ MUNICIPAL TANK                     011 18 12.4
 LK0617:UTM  13      -  PEETZ MUNICIPAL TANK                     008 00 13.9
 LK0617
 LK0617|---------------------------------------------------------------------|
 LK0617| PID    Reference Object                     Distance      Geod. Az  |
 LK0617|                                                           dddmmss.s |
 LK0617| LK0616 PEETZ MUNICIPAL TANK                APPROX. 3.4 KM 0091415.8 |
 LK0617| LK0413 GILLHAM AZ MK                                      0125213.1 |
 LK0617| CP8101 GILLHAM RM 1                         13.152 METERS 05757     |
 LK0617| CP8102 GILLHAM RM 2                         14.776 METERS 32521     |
 LK0617|---------------------------------------------------------------------|
 LK0617
 LK0617                          SUPERSEDED SURVEY CONTROL
 LK0617
 LK0617  NAD 83(1986)-  40 55 59.79679(N)    103 07 01.69741(W) AD(       ) 2
 LK0617  NAD 27      -  40 55 59.84580(N)    103 06 59.97560(W) AD(       ) 2
 LK0617
 LK0617.Superseded values are not recommended for survey control.
 LK0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0617.See file dsdata.txt to determine how the superseded data were derived.
 LK0617
 LK0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF5851533057(NAD 83)
 LK0617_MARKER: DS = TRIANGULATION STATION DISK
 LK0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0617_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LK0617
 LK0617  HISTORY     - Date     Condition        Report By
 LK0617  HISTORY     - 1963     MONUMENTED       CGS
 LK0617
 LK0617                          STATION DESCRIPTION
 LK0617
 LK0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 LK0617'THE STATION IS LOCATED 17-1/2 MILES WEST-NORTHWEST OF CROOK,
 LK0617'4-1/2 MILES SOUTH-SOUTHWEST OF LORENZO, AND 2 MILES SOUTH OF
 LK0617'PEETZ.  IT IS IN PASTURE LAND ON THE EDGE OF THE BLUFFS ALONG
 LK0617'THE NORTH SIDE OF THE SOUTH PLATTE RIVER VALLEY, ON LAND OWNED
 LK0617'AT PRESENT BY DEAN GILLHAM.
 LK0617'
 LK0617'TO REACH THE STATION FROM THE POST OFFICE IN PEETZ, GO EAST
 LK0617'ON THE MAIN STREET 0.2 MILE TO STATE HIGHWAY 113.  TURN RIGHT
 LK0617'AND GO SOUTH-SOUTHWEST 1.7 MILES TO A FARM ON THE LEFT AND
 LK0617'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE SOUTH ON STATE
 LK0617'HIGHWAY 113 FOR 0.2 MILE TO A SIDE ROAD ON THE LEFT AND WIRE
 LK0617'GATE ON THE RIGHT.  TURN RIGHT, THROUGH GATE, AND GO
 LK0617'SOUTH-SOUTHWEST IN PASTURE 0.2 MILE TO THE STATION.
 LK0617'
 LK0617'THE STATION MARK IS A STANDARD DISK STAMPED GILLHAM 1963
 LK0617'CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING
 LK0617'2 INCHES ABOVE GROUND.  IT IS 56 FEET NORTH OF THE EDGE OF
 LK0617'THE BLUFF.
 LK0617'
 LK0617'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED GILLHAM NO
 LK0617'1 1963 CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 LK0617'PROJECTING 2 INCHES ABOVE GROUND.  IT IS AT THE SAME ELEVATION
 LK0617'AS THE STATION.
 LK0617'
 LK0617'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED GILLHAM
 LK0617'NO 2 1963 CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 LK0617'PROJECTING 2 INCHES ABOVE GROUND.  IT IS AT THE SAME ELEVATION
 LK0617'AS THE STATION.
 LK0617'
 LK0617'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GILLHAM 1963
 LK0617'CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING
 LK0617'6 INCHES ABOVE GROUND.  IT IS 43 FEET WEST OF THE CENTERLINE
 LK0617'OF STATE HIGHWAY 113, 4.6 FEET SOUTH OF THE BASE OF A POWER
 LK0617'LINE POLE, 4.2 FEET NORTH OF A METAL WITNESS POST WITH SIGN,
 LK0617'AND 0.5 FOOT EAST OF THE WEST RIGHT-OF-WAY FENCE.
 LK0617'
 LK0617'THE DISTANCE FROM R.M. NO. 1 TO R.M. NO. 2 IS 66.34 FT.,
 LK0617'OR 20.220 M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0413 ***********************************************************************
 LK0413  DESIGNATION -  GILLHAM AZ MK
 LK0413  PID         -  LK0413
 LK0413  STATE/COUNTY-  CO/LOGAN
 LK0413  USGS QUAD   -  PEETZ (1953)
 LK0413
 LK0413                         *CURRENT SURVEY CONTROL
 LK0413  ___________________________________________________________________
 LK0413* NAD 83(1986)-  40 56 18.     (N)    103 06 57.     (W)     SCALED    
 LK0413* NAVD 88     -      1350.683  (meters)    4431.37   (feet)  ADJUSTED  
 LK0413  ___________________________________________________________________
 LK0413  GEOID HEIGHT-         -19.57  (meters)                     GEOID03
 LK0413  DYNAMIC HT  -        1349.700 (meters)    4428.14  (feet)  COMP
 LK0413  MODELED GRAV-     979,849.3   (mgal)                       NAVD 88
 LK0413
 LK0413  VERT ORDER  -  FIRST     CLASS II
 LK0413
 LK0413.The horizontal coordinates were scaled from a topographic map and have
 LK0413.an estimated accuracy of +/- 6 seconds.
 LK0413
 LK0413.The orthometric height was determined by differential leveling
 LK0413.and adjusted by the National Geodetic Survey in June 1991..
 LK0413
 LK0413.The geoid height was determined by GEOID03.
 LK0413
 LK0413.The dynamic height is computed by dividing the NAVD 88
 LK0413.geopotential number by the normal gravity value computed on the
 LK0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0413.degrees latitude (g = 980.6199 gals.).
 LK0413
 LK0413.The modeled gravity was interpolated from observed gravity values.
 LK0413
 LK0413;                    North         East    Units  Estimated Accuracy
 LK0413;SPC CO N     -   485,710.    1,115,160.      MT  (+/- 180 meters Scaled)
 LK0413
 LK0413                          SUPERSEDED SURVEY CONTROL
 LK0413
 LK0413.No superseded survey control is available for this station.
 LK0413
 LK0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF586336(NAD 83)
 LK0413_MARKER: DZ = AZIMUTH MARK DISK
 LK0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0413_SP_SET: CONCRETE POST
 LK0413_STAMPING: GILLHAM 1963
 LK0413_MARK LOGO: CGS   
 LK0413_PROJECTION: PROJECTING 15 CENTIMETERS
 LK0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0413+STABILITY: SURFACE MOTION
 LK0413
 LK0413  HISTORY     - Date     Condition        Report By
 LK0413  HISTORY     - 1963     MONUMENTED       CGS
 LK0413  HISTORY     - 1985     GOOD             NGS
 LK0413
 LK0413                          STATION DESCRIPTION
 LK0413
 LK0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LK0413'3.1 KM (1.9 MI) SOUTH FROM PEETZ.
 LK0413'0.24 KM (0.15 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE AT
 LK0413'PEETZ, THENCE 2.8 KM (1.75 MI) SOUTH ALONG STATE ROUTE 113, 13.1
 LK0413'METERS (43 FT) WEST OF THE HIGHWAY CENTERLINE, 0.9 METER (3 FT) SOUTH
 LK0413'OF A POWER POLE AND 0.6 METER (2 FT) EAST OF A FENCE.
 LK0413'THE MARK IS 0.9 METERS  N FROM  A WITNESS POST
 LK0413'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3414 ***********************************************************************
 AA3414  DESIGNATION -  GISELLE
 AA3414  PID         -  AA3414
 AA3414  STATE/COUNTY-  CO/DOUGLAS
 AA3414  USGS QUAD   -  DECKERS (1994)
 AA3414
 AA3414                         *CURRENT SURVEY CONTROL
 AA3414  ___________________________________________________________________
 AA3414* NAD 83(1992)-  39 18 35.03953(N)    105 11 53.39004(W)     ADJUSTED  
 AA3414* NAVD 88     -      1919.3    (meters)    6297.     (feet)  GPS OBS   
 AA3414  ___________________________________________________________________
 AA3414  X           -  -1,295,871.539 (meters)                     COMP
 AA3414  Y           -  -4,770,203.799 (meters)                     COMP
 AA3414  Z           -   4,020,187.884 (meters)                     COMP
 AA3414  LAPLACE CORR-          -9.45  (seconds)                    DEFLEC99
 AA3414  ELLIP HEIGHT-        1904.41  (meters)          (12/03/02) GPS OBS
 AA3414  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 AA3414
 AA3414  HORZ ORDER  -  FIRST
 AA3414  ELLP ORDER  -  FOURTH    CLASS II
 AA3414
 AA3414.The horizontal coordinates were established by GPS observations
 AA3414.and adjusted by the National Geodetic Survey in December 1994..
 AA3414
 AA3414.The orthometric height was determined by GPS observations and a
 AA3414.high-resolution geoid model.
 AA3414
 AA3414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3414
 AA3414.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3414
 AA3414.The ellipsoidal height was determined by GPS observations
 AA3414.and is referenced to NAD 83.
 AA3414
 AA3414.The geoid height was determined by GEOID03.
 AA3414
 AA3414;                    North         East     Units Scale Factor Converg.
 AA3414;SPC CO C     -   468,735.996   940,432.881   MT  0.99994252   +0 11 25.3
 AA3414;SPC CO C     - 1,537,844.68  3,085,403.54   sFT  0.99994252   +0 11 25.3
 AA3414;UTM  13      - 4,351,167.642   482,915.697   MT  0.99960359   -0 07 31.9
 AA3414
 AA3414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3414!SPC CO C     -   0.99970131  x   0.99994252  =   0.99964384
 AA3414!UTM  13      -   0.99970131  x   0.99960359  =   0.99930501
 AA3414
 AA3414                          SUPERSEDED SURVEY CONTROL
 AA3414
 AA3414  ELLIP H (12/14/94) 1904.44   (m)                       GP(       ) 3 1
 AA3414
 AA3414.Superseded values are not recommended for survey control.
 AA3414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3414.See file dsdata.txt to determine how the superseded data were derived.
 AA3414
 AA3414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8291651168(NAD 83)
 AA3414_MARKER: DD = SURVEY DISK
 AA3414_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA3414_STAMPING: GISELLE
 AA3414_MARK LOGO: DCGIS 
 AA3414_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA3414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3414+STABILITY: SURFACE MOTION
 AA3414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3414+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3414
 AA3414  HISTORY     - Date     Condition        Report By
 AA3414  HISTORY     - 1993     MONUMENTED       MSAM
 AA3414
 AA3414                          STATION DESCRIPTION
 AA3414
 AA3414'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1993 (KCH)
 AA3414'THE STATION IS LOCATED ABOUT 19 MILES (30.6 KM) WEST OF CASTLE ROCK,
 AA3414'COLORADO, ON THE WEST SIDE OF PLATTE RIVER ROAD AT THE INTERSECTION
 AA3414'WITH SUGAR CREEK ROAD, IN SECTION 35, TOWNSHIP 8 SOUTH, RANGE 70 WEST
 AA3414'OF THE 6TH P.M., OWNERSHIP-- US FOREST. TO REACH THE STATION FROM THE
 AA3414'INTERSECTION OF STATE HIGHWAY 85 (SANTA FE DRIVE) AND STATE HIGHWAY 67
 AA3414'IN SEDALIA, GO SOUTHWEST ON STATE HIGHWAY 67 FOR 9.8 MILES (15.8 KM)
 AA3414'TO THE INTERSECTION WITH RAMPART RANGE ROAD ON THE SOUTH, CONTINUE
 AA3414'WEST ON STATE HIGHWAY 67 FOR 3.3 MILES (5.3 KM) TO THE INTERSECTION
 AA3414'WITH PINE CREEK ROAD, GO WEST ON PINE CREEK ROAD (THE RIGHT FORK) FOR
 AA3414'2.95 MILES (4.75 KM) TO THE INTERSECTION WITH PLATTE RIVER ROAD, GO
 AA3414'SOUTH ON PLATTE RIVER ROAD FOR 4.4 MILES (7.1 KM) TO THE STATION ON
 AA3414'THE WEST (RIGHT). THE STATION IS A BRASS DISK SET IN CONCRETE, MARKED
 AA3414'WITH A DOUGLAS COUNTY FIBERGLASS WITNESS POST, THE STATION IS WEST OF
 AA3414'THE ROAD, EAST OF THE RIVER, IN AREA FENCED OFF FROM VEHICULAR ACCESS,
 AA3414'BUT IS OPEN TO FOOT TRAFFIC, IT IS 97.5 FEET (29.7 M) SOUTHEAST OF A
 AA3414'BRASS SHINNER 22568 ON A 24 IN. DIA PINE TREE NEAR THE RIVER, 62.8
 AA3414'FEET (19.1 M) SOUTHWEST OF A BRASS SHINNER 22568 ON A FENCE POST IN
 AA3414'THE WEST ROW FENCE OF PLATTE RIVER RD, AND 40.2 FEET (12.3 M)
 AA3414'NORTHWEST OF A BRASS SHINNER 22568 ON A FENCE POST IN THE SAME FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0289 ***********************************************************************
 KM0289  DESIGNATION -  GJ 7
 KM0289  PID         -  KM0289
 KM0289  STATE/COUNTY-  CO/MESA
 KM0289  USGS QUAD   -  CLIFTON (1973)
 KM0289
 KM0289                         *CURRENT SURVEY CONTROL
 KM0289  ___________________________________________________________________
 KM0289* NAD 83(1992)-  39 05 56.28494(N)    108 29 47.28460(W)     ADJUSTED  
 KM0289* NAVD 88     -      1427.     (meters)    4682.     (feet)  SCALED    
 KM0289  ___________________________________________________________________
 KM0289  LAPLACE CORR-           3.00  (seconds)                    DEFLEC99
 KM0289  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 KM0289
 KM0289  HORZ ORDER  -  SECOND
 KM0289
 KM0289.The horizontal coordinates were established by classical geodetic methods
 KM0289.and adjusted by the National Geodetic Survey in January 1993..
 KM0289
 KM0289.The orthometric height was scaled from a topographic map.
 KM0289
 KM0289.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0289
 KM0289.The geoid height was determined by GEOID03.
 KM0289
 KM0289;                    North         East     Units Scale Factor Converg.
 KM0289;SPC CO C     -   449,569.426   655,254.191   MT  0.99993591   -1 53 23.4
 KM0289;SPC CO C     - 1,474,962.36  2,149,779.79   sFT  0.99993591   -1 53 23.4
 KM0289;UTM  12      - 4,330,743.294   716,497.148   MT  1.00017717   +1 34 46.2
 KM0289
 KM0289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0289!SPC CO C     -   0.99977880  x   0.99993591  =   0.99971472
 KM0289!UTM  12      -   0.99977880  x   1.00017717  =   0.99995593
 KM0289
 KM0289|---------------------------------------------------------------------|
 KM0289| PID    Reference Object                     Distance      Geod. Az  |
 KM0289|                                                           dddmmss.s |
 KM0289| CM6444 GJ 7 RM 1                            23.387 METERS 09142     |
 KM0289| KM0288 GJ TRAVERSE STA                     328.431 METERS 26805     |
 KM0289| CM6445 GJ 7 RM 2                            31.632 METERS 32552     |
 KM0289|---------------------------------------------------------------------|
 KM0289
 KM0289                          SUPERSEDED SURVEY CONTROL
 KM0289
 KM0289  NAD 83(1986)-  39 05 56.26848(N)    108 29 47.27048(W) AD(       ) 2
 KM0289  NAD 27      -  39 05 56.33700(N)    108 29 44.94200(W) AD(       ) 2
 KM0289
 KM0289.Superseded values are not recommended for survey control.
 KM0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0289.See file dsdata.txt to determine how the superseded data were derived.
 KM0289
 KM0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ1649730743(NAD 83)
 KM0289_MARKER: DS = TRIANGULATION STATION DISK
 KM0289_SETTING: 0 = UNSPECIFIED SETTING
 KM0289
 KM0289  HISTORY     - Date     Condition        Report By
 KM0289  HISTORY     - 1934     MONUMENTED       COGS
 KM0289  HISTORY     - 1937     GOOD             CGS
 KM0289  HISTORY     - 1948     GOOD             CGS
 KM0289  HISTORY     - 1958     GOOD             CGS
 KM0289  HISTORY     - 1963     MARK NOT FOUND   CGS
 KM0289
 KM0289                          STATION DESCRIPTION
 KM0289
 KM0289'DESCRIBED BY COLORADO GEODETIC SURVEY 1934 (EBL)
 KM0289'THIS STATION WAS ESTABLISHED BY THE COLORADO STATE SURVEY IN
 KM0289'COOPERATION WITH THE C AND GS FOR TRIANGULATION IN AND AROUND
 KM0289'GRAND JUNCTION.  STATION IS LOCATED ABOUT 5 MILES NE OF GRAND
 KM0289'JUNCTION.
 KM0289'
 KM0289'FROM GRAND JUNCTION FOLLOW U.S. HIGHWAY 24, E TO THE VILLAGE OF
 KM0289'FRUITVALE, THEN GO N ON U.S. HIGHWAY 24, 1.0 MILES, CONTINUE
 KM0289'STRAIGHT AHEAD, LEAVING PAVED ROAD, FOR 0.5 MILE TO T-ROAD
 KM0289'INTERSECTION.  STATION IS ON THE SE CORNER OF INTERSECTION, ABOUT
 KM0289'20 FEET S OF THE E-W ROAD AND ABOUT 50 FEET E OF THE N AND S
 KM0289'ROAD, ROAD CENTERS.
 KM0289'
 KM0289'STATION AND REFERENCE MARKS ARE C. AND G.S. AND STATE SURVEY
 KM0289'TABLETS SET IN CONCRETE POST AND ARE MARKED 1934.
 KM0289'
 KM0289'THIS IS A ROAD STATION.
 KM0289
 KM0289                          STATION RECOVERY (1937)
 KM0289
 KM0289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KM0289'STATION IS LOCATED ABOUT 5.0 MILES NE OF GRAND JUNCTION IN THE
 KM0289'SE CORNER OF THE ROAD INTERSECTION.  A LINE FROM THIS STATION
 KM0289'TO PINON COMES DIRECTLY OVER LARGEST OF 5 MAIL BOXES ON FENCE
 KM0289'CORNER, AND WILL BE NECESSARY TO TIE SOME BRANCHES OUT OF LINE
 KM0289'OF SIGHT.  LIGHTS WERE SHOWN FROM THIS STATION BUT IT WAS NOT
 KM0289'OCCUPIED.
 KM0289'
 KM0289'STATION MARK IS STANDARD U.S.C. AND G.S. AND STATE SURVEY MARK
 KM0289'SET IN TOP OF CONCRETE POST AND IS FLUSH WITH SURFACE.  MARK IS
 KM0289'ABOUT 2.5 FEET N OF THE S RIGHT-OF-WAY FENCE AND 10 FEET E
 KM0289'OF THE FENCE CORNER.  REFERENCE MARK NO. 1 IS ABOUT 75 FEET
 KM0289'E OF THE STATION IN RIGHT-OF-WAY FENCE.  REFERENCE MARK NO. 2 IS
 KM0289'ABOUT 104 FEET NW OF STATION.  BOTH REFERENCE MARKS ARE FLUSH
 KM0289'WITH GROUND.  AZIMUTH MARK COULD NOT BE FOUND.
 KM0289'
 KM0289'REACHED FROM THE FIRST NATIONAL BANK IN GRAND JUNCTION BY GOING
 KM0289'N ON U.S. HIGHWAY 50, FOR 0.85 MILE TO U.S. HIGHWAY 24.  TURN
 KM0289'RIGHT, E ON U.S. HIGHWAY 24, 3.65 MILES.  HERE THE HIGHWAY
 KM0289'TURNS N.  GO N 1.0 MILE TO WHERE HIGHWAY TURNS E.  LEAVE
 KM0289'HIGHWAY AND CONTINUE N 0.5 MILE TO ROAD INTERSECTION AND STATION.
 KM0289
 KM0289                          STATION RECOVERY (1948)
 KM0289
 KM0289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (HJB)
 KM0289'STATION RECOVERED AS DESCRIBED.  CONDITION OF MARK EXCELLENT.
 KM0289'REFERENCE MARKS RECOVERED IN EXCELLENT CONDITION.
 KM0289
 KM0289                          STATION RECOVERY (1958)
 KM0289
 KM0289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 KM0289'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 KM0289'DESCRIPTION ADEQUATE AND CORRECT EXCEPT FOR THE FOLLOWING.
 KM0289'AZIMUTH MARK (GJ TRAVERSE STATION) SEARCHED FOR BUT NOT RECOVERED.
 KM0289'
 KM0289'STATION MARK IS LOCATED 53.4 FEET EAST-SOUTHEAST OF CENTER OF
 KM0289'A POWER POLE, 33.0 FEET EAST OF C/L ROAD, 26.6 FEET NORTHEAST
 KM0289'OF CENTER OF A TELEPHONE POLE, 13.0 FEET SOUTH OF C/L ROAD.  MARK
 KM0289'IS IN ROADWAY ABOUT 16 INCHES BELOW SURFACE OF GRAVEL ROAD.
 KM0289'
 KM0289'REFERENCE MARK NO. 1 IS EAST OF STATION, 15.9 FEET SOUTH C/L
 KM0289'ROAD, 37.0 FEET SOUTHWEST OF CENTER POWER POLE, AND FLUSH WITH
 KM0289'SURFACE OF GROUND.
 KM0289'
 KM0289'REFERENCE MARK NO. 2 IS 44.5 FEET WEST-NORTHWEST OF A FIRE
 KM0289'HYDRANT, 27.9 FEET WEST C/L ROAD AND FLUSH WITH SURFACE OF GROUND.
 KM0289'
 KM0289'TO REACH STATION FROM INTERSECTION OF MAIN AND 12TH STREETS IN
 KM0289'GRAND JUNCTION GO 1.6 MILES NORTH TO INTERSECTION, TURN RIGHT GO
 KM0289'3.4 MILES EAST TO INTERSECTION, TURN LEFT GO 0.5 MILE NORTH
 KM0289'TO STATION NEAR SOUTHEAST CORNER OF INTERSECTION OF A T-ROAD
 KM0289'EAST.
 KM0289
 KM0289                          STATION RECOVERY (1963)
 KM0289
 KM0289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JJC)
 KM0289'A THOROUGH SEARCH WAS MADE FOR THE STATION.  THE STATION MARK
 KM0289'HAS APPARENTLY BEEN LOST.  REFERENCE MARK NO. 2 WAS RECOVERED IN
 KM0289'GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND TO BE TILTED
 KM0289'ABOUT A FOOT OUT OF POSITION.
 KM0289'
 KM0289'THE REFERENCE MARKS ARE LOCATED AS DESCRIBED AT THE INTERSECTION
 KM0289'OF 30TH ROAD AND F.5 ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB5606 ***********************************************************************
 AB5606  PACS        -  This is a Primary Airport Control Station.
 AB5606  DESIGNATION -  GJT D
 AB5606  PID         -  AB5606
 AB5606  STATE/COUNTY-  CO/MESA
 AB5606  USGS QUAD   -  GRAND JUNCTION (1973)
 AB5606
 AB5606                         *CURRENT SURVEY CONTROL
 AB5606  ___________________________________________________________________
 AB5606* NAD 83(1992)-  39 07 12.00664(N)    108 30 45.19464(W)     ADJUSTED  
 AB5606* NAVD 88     -      1484.61   (meters)    4870.8    (feet)  GPS OBS   
 AB5606  ___________________________________________________________________
 AB5606  X           -  -1,573,614.252 (meters)                     COMP
 AB5606  Y           -  -4,699,614.915 (meters)                     COMP
 AB5606  Z           -   4,003,587.563 (meters)                     COMP
 AB5606  LAPLACE CORR-           3.69  (seconds)                    DEFLEC99
 AB5606  ELLIP HEIGHT-        1467.69  (meters)          (10/21/02) GPS OBS
 AB5606  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 AB5606
 AB5606  HORZ ORDER  -  B
 AB5606  ELLP ORDER  -  FIFTH     CLASS I
 AB5606
 AB5606.This mark is at Walker Field Airport (GJT)
 AB5606
 AB5606.The horizontal coordinates were established by GPS observations
 AB5606.and adjusted by the National Geodetic Survey in June 2000..
 AB5606
 AB5606.The orthometric height was determined by GPS observations and a
 AB5606.high-resolution geoid model.
 AB5606
 AB5606.GPS derived orthometric heights for airport stations designated as
 AB5606.PACS or SACS are published to 2 decimal places.  This maintains
 AB5606.centimeter relative accuracy between the PACS and SACS.  It does
 AB5606.not indicate centimeter accuracy relative to other marks which are
 AB5606.part of the NAVD 88 network.
 AB5606
 AB5606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB5606
 AB5606.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB5606
 AB5606.The ellipsoidal height was determined by GPS observations
 AB5606.and is referenced to NAD 83.
 AB5606
 AB5606.The geoid height was determined by GEOID03.
 AB5606
 AB5606;                    North         East     Units Scale Factor Converg.
 AB5606;SPC CO C     -   451,949.125   653,940.917   MT  0.99993596   -1 53 60.0
 AB5606;SPC CO C     - 1,482,769.75  2,145,471.16   sFT  0.99993596   -1 53 60.0
 AB5606;UTM  12      - 4,333,039.696   715,041.916   MT  1.00016943   +1 34 12.2
 AB5606
 AB5606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB5606!SPC CO C     -   0.99976978  x   0.99993596  =   0.99970576
 AB5606!UTM  12      -   0.99976978  x   1.00016943  =   0.99993917
 AB5606
 AB5606                          SUPERSEDED SURVEY CONTROL
 AB5606
 AB5606  ELLIP H (06/30/00) 1467.70   (m)                       GP(       ) 1 1
 AB5606  NAD 83(1992)-  39 07 12.00657(N)    108 30 45.19514(W) AD(       ) 1
 AB5606  ELLIP H (06/19/96) 1467.72   (m)                       GP(       ) 3 1
 AB5606
 AB5606.Superseded values are not recommended for survey control.
 AB5606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5606.See file dsdata.txt to determine how the superseded data were derived.
 AB5606
 AB5606_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ1504233040(NAD 83)
 AB5606_MARKER: I = METAL ROD
 AB5606_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB5606_STAMPING: GJT D 1995
 AB5606_MARK LOGO: NGS   
 AB5606_PROJECTION: FLUSH
 AB5606_MAGNETIC: I = MARKER IS A STEEL ROD
 AB5606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB5606+STABILITY: POSITION/ELEVATION WELL
 AB5606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5606+SATELLITE: SATELLITE OBSERVATIONS - May 07, 1999
 AB5606
 AB5606  HISTORY     - Date     Condition        Report By
 AB5606  HISTORY     - 1995     MONUMENTED       NGS
 AB5606  HISTORY     - 19990507 GOOD             MSAM
 AB5606
 AB5606                          STATION DESCRIPTION
 AB5606
 AB5606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 AB5606'THE STATION IS LOCATED AT WALKER FIELD, THE GRAND JUNCTION AIRPORT, IN
 AB5606'THE NORTHWEST 1/4 OF SECTION 32, T 1 N, R 1 E.  OWNERSHIP--WALKER
 AB5606'FIELD AIRPORT AUTHORITY, 2828 WALKER FIELD DRIVE, SUITE 211, GRAND
 AB5606'JUNCTION, CO 81506.  TELEPHONE--970-241-9103 TO REACH THE STATION FROM
 AB5606'THE INTERSECTION OF INTERSTATE 70 AND AIRPORT ROAD, GO NORTHEAST ON
 AB5606'AIRPORT ROAD FOR 1.1 MI (1.8 KM) TO THE AIRPORT TERMINAL.  PERMISSION
 AB5606'MUST BE HAD AT LEAST A DAY BEFORE HAND AND AN ESCORT WILL ALSO BE
 AB5606'NECESSARY FOR WORK AT THE STATION.  THE STATION IS ABOUT 0.1 MI (0.2
 AB5606'KM) NORTHWEST OF THE FAA ILS BUILDING IN THE NORTHEAST PART OF THE
 AB5606'AIRPORT.  THE STATION IS A PUNCH MARK TOP CENTER OF A STAINLESS STEEL
 AB5606'ROD DRIVEN TO REFUSAL, ENCASED IN A 1-INCH GREASE FILLED PVC PIPE, SET
 AB5606'IN A 5-INCH PVC PIPE WITH LOGO LID WITH A 0.6 M (2.0 FT) CONCRETE
 AB5606'COLLAR.  IT IS 94.2 M (309.1 FT) SOUTH OF A SIGN IN A BRACE POST, 1.8
 AB5606'M (5.9 FT) NORTH OF THE EDGE OF A CUT, 0.7 M (2.3 FT) EAST OF A
 AB5606'WITNESS POST AND 0.65 M (2.13 FT) WEST OF A WITNESS POST.
 AB5606
 AB5606                          STATION RECOVERY (1999)
 AB5606
 AB5606'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AB5606'RECOVERED AS DESCRIBED.  THIS STATION IS DESIGNATED AS A PRIMARY
 AB5606'AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5888 ***********************************************************************
 AI5888  SACS        -  This is a Secondary Airport Control Station.
 AI5888  DESIGNATION -  GJT E
 AI5888  PID         -  AI5888
 AI5888  STATE/COUNTY-  CO/MESA
 AI5888  USGS QUAD   -  CORCORAN POINT (1973)
 AI5888
 AI5888                         *CURRENT SURVEY CONTROL
 AI5888  ___________________________________________________________________
 AI5888* NAD 83(1992)-  39 07 37.07960(N)    108 31 28.08551(W)     ADJUSTED  
 AI5888* NAVD 88     -      1488.71   (meters)    4884.2    (feet)  GPS OBS   
 AI5888  ___________________________________________________________________
 AI5888  X           -  -1,574,437.428 (meters)                     COMP
 AI5888  Y           -  -4,698,827.893 (meters)                     COMP
 AI5888  Z           -   4,004,190.134 (meters)                     COMP
 AI5888  LAPLACE CORR-           3.87  (seconds)                    DEFLEC99
 AI5888  ELLIP HEIGHT-        1471.79  (meters)          (10/21/02) GPS OBS
 AI5888  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 AI5888
 AI5888  HORZ ORDER  -  FIRST
 AI5888  ELLP ORDER  -  FIFTH     CLASS I
 AI5888
 AI5888.This mark is at Walker Field Airport (GJT)
 AI5888
 AI5888.The horizontal coordinates were established by GPS observations
 AI5888.and adjusted by the National Geodetic Survey in June 2000..
 AI5888
 AI5888.The orthometric height was determined by GPS observations and a
 AI5888.high-resolution geoid model.
 AI5888
 AI5888.GPS derived orthometric heights for airport stations designated as
 AI5888.PACS or SACS are published to 2 decimal places.  This maintains
 AI5888.centimeter relative accuracy between the PACS and SACS.  It does
 AI5888.not indicate centimeter accuracy relative to other marks which are
 AI5888.part of the NAVD 88 network.
 AI5888
 AI5888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5888
 AI5888.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5888
 AI5888.The ellipsoidal height was determined by GPS observations
 AI5888.and is referenced to NAD 83.
 AI5888
 AI5888.The geoid height was determined by GEOID03.
 AI5888
 AI5888;                    North         East     Units Scale Factor Converg.
 AI5888;SPC CO C     -   452,756.080   652,936.954   MT  0.99993601   -1 54 27.0
 AI5888;SPC CO C     - 1,485,417.24  2,142,177.32   sFT  0.99993601   -1 54 27.0
 AI5888;UTM  12      - 4,333,784.575   713,990.708   MT  1.00016388   +1 33 45.9
 AI5888
 AI5888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5888!SPC CO C     -   0.99976914  x   0.99993601  =   0.99970516
 AI5888!UTM  12      -   0.99976914  x   1.00016388  =   0.99993298
 AI5888
 AI5888                          SUPERSEDED SURVEY CONTROL
 AI5888
 AI5888  ELLIP H (06/30/00) 1471.79   (m)                       GP(       ) 1 1
 AI5888
 AI5888.Superseded values are not recommended for survey control.
 AI5888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5888.See file dsdata.txt to determine how the superseded data were derived.
 AI5888
 AI5888_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ1399133785(NAD 83)
 AI5888_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5888_STAMPING: GJT E 1999
 AI5888_MARK LOGO: NGS   
 AI5888_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5888+STABILITY: SURFACE MOTION
 AI5888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5888+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5888
 AI5888  HISTORY     - Date     Condition        Report By
 AI5888  HISTORY     - 1999     MONUMENTED       MSAM
 AI5888
 AI5888                          STATION DESCRIPTION
 AI5888
 AI5888'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AI5888'THE STATION IS LOCATED AT WALKER FIELD, THE GRAND JUNCTION AIRPORT, IT
 AI5888'IS NORTH OF THE TERMINAL AND NORTH OF RUNWAY 11-29, IN THE SOUTHEAST
 AI5888'QUARTER OF SECTION 30, T 1 N, R 1 E.  THE AIRPORT IS CONTROLLED.
 AI5888'PERMISSION MUST BE HAD AT LEAST A DAY BEFORE HAND AND AN ESCORT WILL
 AI5888'ALSO BE NECESSARY FOR WORK AT THE STATION.  CONTACT THE AIRPORT
 AI5888'MANAGER AT 2828 WALKER FIELD DRIVE, SUITE 211, GRAND JUNCTION,
 AI5888'COLORADO, 81506.  TELEPHONE--970-241-9103.  OWNERSHIP--WALKER FIELD
 AI5888'AIRPORT AUTHORITY
 AI5888'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 70
 AI5888'AND AIRPORT ROAD, GO NORTHEAST ON AIRPORT ROAD FOR 1.1 MI (1.8 KM) TO
 AI5888'AN INTERSECTION.  TURN RIGHT, SOUTHEAST, ON H ROAD FOR 0.1 MI (0.2 KM)
 AI5888'.  TURN LEFT, NORTHEAST, ON EAGLE DRIVE FOR 0.3 MI (0.5 KM) , VEER
 AI5888'RIGHT , SOUTHEAST, FOLLOW THE YELLOW CENTERLINE AROUND A CURVE FOR 0.1
 AI5888'MI (0.2 KM) .  TURN LEFT, NORTHEAST, TO A ELECTRIC GATE. CONTINUE
 AI5888'NORTHEAST ACROSS THE RAMP AREA FOR 0.05 MI (0.08 KM) TO TAXIWAY A.
 AI5888'TURN RIGHT, SOUTHEAST, ON TAXIWAY A FOR 0.4 MI (0.6 KM) TO RUNWAY
 AI5888'4-22.  TURN LEFT, NORTHEAST, FOR 0.1 MI (0.2 KM) TO RUNWAY 11-29.
 AI5888'CONTINUE NORTHEAST, ACROSS RUNWAY 11-29 FOR 0.1 MI (0.2 KM). TURN
 AI5888'LEFT, NORTHWEST, ON A AIRPORT PERIMETER ROAD FOR 0.45 MI (0.72 KM) TO
 AI5888'A SWITCHBACK ON THE RIGHT.  TURN RIGHT, EAST, FOR 0.05 MI (0.08 KM) TO
 AI5888'THE TOP OF THE HILL.  TURN LEFT, NORTHWEST, FOR 0.3 MI (0.5 KM) .
 AI5888'TURN RIGHT, NORTHEAST, FOR ABOUT 30 M (98.4 FT) TO THE STATION ON THE
 AI5888'RIGHT
 AI5888'THE MARK IS A NGS BRASS DISK SET IN THE TOP OF A CONCRETE POST.  IT IS
 AI5888'2.7 M (8.9 FT) NORTHWEST OF THE PERIMETER FENCE, 2.3 M (7.5 FT)
 AI5888'SOUTHWEST OF THE PERIMETER FENCE AND A FIBERGLASS WITNESS POST AND 15
 AI5888'M (49.2 FT) NORTHEAST OF THE CENTER OF THE PERIMETER ROAD AT A CURVE.
 AI5888'THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1215 ***********************************************************************
 LL1215  DESIGNATION -  GLA 1
 LL1215  PID         -  LL1215
 LL1215  STATE/COUNTY-  CO/WELD
 LL1215  USGS QUAD   -  HARDIN (1978)
 LL1215
 LL1215                         *CURRENT SURVEY CONTROL
 LL1215  ___________________________________________________________________
 LL1215* NAD 83(1992)-  40 15 13.51104(N)    104 29 24.16831(W)     ADJUSTED  
 LL1215* NAVD 88     -      1460.     (meters)    4790.     (feet)  SCALED    
 LL1215  ___________________________________________________________________
 LL1215  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 LL1215  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 LL1215
 LL1215  HORZ ORDER  -  THIRD
 LL1215
 LL1215.The horizontal coordinates were established by classical geodetic methods
 LL1215.and adjusted by the National Geodetic Survey in January 1993..
 LL1215
 LL1215.The orthometric height was scaled from a topographic map.
 LL1215
 LL1215.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1215
 LL1215.The geoid height was determined by GEOID03.
 LL1215
 LL1215;                    North         East     Units Scale Factor Converg.
 LL1215;SPC CO N     -   407,484.625 1,000,319.979   MT  0.99995685   +0 39 09.2
 LL1215;SPC CO N     - 1,336,889.14  3,281,883.13   sFT  0.99995685   +0 39 09.2
 LL1215;UTM  13      - 4,456,046.656   543,367.995   MT  0.99962315   +0 19 46.3
 LL1215
 LL1215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1215!SPC CO N     -   0.99977398  x   0.99995685  =   0.99973084
 LL1215!UTM  13      -   0.99977398  x   0.99962315  =   0.99939721
 LL1215
 LL1215:                Primary Azimuth Mark                     Grid Az
 LL1215:SPC CO N     -  ARTHUR                                   119 21 29.2
 LL1215:UTM  13      -  ARTHUR                                   119 40 52.1
 LL1215
 LL1215|---------------------------------------------------------------------|
 LL1215| PID    Reference Object                     Distance      Geod. Az  |
 LL1215|                                                           dddmmss.s |
 LL1215| LL1210 ARTHUR                              APPROX. 2.9 KM 1200038.4 |
 LL1215|---------------------------------------------------------------------|
 LL1215
 LL1215                          SUPERSEDED SURVEY CONTROL
 LL1215
 LL1215  NAD 83(1986)-  40 15 13.49864(N)    104 29 24.16486(W) AD(       ) 3
 LL1215  NAD 27      -  40 15 13.56431(N)    104 29 22.31607(W) AD(       ) 3
 LL1215
 LL1215.Superseded values are not recommended for survey control.
 LL1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1215.See file dsdata.txt to determine how the superseded data were derived.
 LL1215
 LL1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE4336856047(NAD 83)
 LL1215_MARKER: DD = SURVEY DISK
 LL1215_SETTING: 0 = UNSPECIFIED SETTING
 LL1215_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1215
 LL1215  HISTORY     - Date     Condition        Report By
 LL1215  HISTORY     - 1948     MONUMENTED       USGS
 LL1215
 LL1215                          STATION DESCRIPTION
 LL1215
 LL1215'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 LL1215'STATION LOCATED APPROXIMATELY 16 MI. (AIRLINE) SE. OF GREELEY,
 LL1215'COLORADO, IN SEC. 6, T 3 N, R 63 W.
 LL1215'
 LL1215'TO REACH FROM JUNCTION OF HIGHWAYS 34 AND 85, PROCEED E. 11.5 MI.
 LL1215'ALONG HIGHWAY 34 TO CROSSROADS, TURN S. AND PROCEED 5.9 MI. TO GAP
 LL1215'IN WIRE FENCE, THENCE S. 1.0 MI. ALONG OLD RD. TO WINDMILL AND END
 LL1215'OF RD., THENCE S. 1.7 MI. TO T-FENCE E. AND STATION.
 LL1215'
 LL1215'STATION MARK--STANDARD TABLET, STAMPED ---G.L.A.-1 1948---, SET IN
 LL1215'CONCRETE POST.
 LL1215'
 LL1215'REFERENCE MARK NO. 1--A STEEL ROD, AT BASE OF FENCE POST, 56.6 FT.
 LL1215'FROM STATION MARK, S 03 DEG 05 MIN W.
 LL1215'
 LL1215'REFERENCE MARK NO. 2--A STANDARD COPPER NAIL AND WASHER, IN CORNER
 LL1215'POST, 3.5 FT. FROM STATION MARK, N 51 DEG 04 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0513 ***********************************************************************
 HM0513  DESIGNATION -  GLADE
 HM0513  PID         -  HM0513
 HM0513  STATE/COUNTY-  CO/DOLORES
 HM0513  USGS QUAD   -  GLADE MOUNTAIN (1993)
 HM0513
 HM0513                         *CURRENT SURVEY CONTROL
 HM0513  ___________________________________________________________________
 HM0513* NAD 83(1992)-  37 46 03.37728(N)    108 34 17.25733(W)     ADJUSTED  
 HM0513* NAVD 88     -      2825.2    (meters)    9269.     (feet)  VERTCON   
 HM0513  ___________________________________________________________________
 HM0513  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 HM0513  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 HM0513
 HM0513  HORZ ORDER  -  SECOND
 HM0513
 HM0513.The horizontal coordinates were established by classical geodetic methods
 HM0513.and adjusted by the National Geodetic Survey in January 1993..
 HM0513
 HM0513.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0513
 HM0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 HM0513
 HM0513.The geoid height was determined by GEOID03.
 HM0513
 HM0513;                    North         East     Units Scale Factor Converg.
 HM0513;SPC CO S     -   431,435.437   643,842.155   MT  0.99994607   -1 53 02.3
 HM0513;SPC CO S     - 1,415,467.76  2,112,338.80   sFT  0.99994607   -1 53 02.3
 HM0513;UTM  12      - 4,182,808.223   713,906.546   MT  1.00016361   +1 29 16.6
 HM0513
 HM0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0513!SPC CO S     -   0.99955977  x   0.99994607  =   0.99950587
 HM0513!UTM  12      -   0.99955977  x   1.00016361  =   0.99972331
 HM0513
 HM0513|---------------------------------------------------------------------|
 HM0513| PID    Reference Object                     Distance      Geod. Az  |
 HM0513|                                                           dddmmss.s |
 HM0513| CM6447 GLADE RM 1                           14.150 METERS 02526     |
 HM0513| CM6448 GLADE RM 2                           28.779 METERS 29924     |
 HM0513| CM6446 GLADE AZ MK                                        3062326.9 |
 HM0513|---------------------------------------------------------------------|
 HM0513
 HM0513                          SUPERSEDED SURVEY CONTROL
 HM0513
 HM0513  NAD 83(1986)-  37 46 03.36827(N)    108 34 17.25832(W) AD(       ) 2
 HM0513  NAD 27      -  37 46 03.39800(N)    108 34 14.91700(W) AD(       ) 2
 HM0513  NGVD 29 (07/19/86) 2823.8    (m)         9264.     (f) VERT ANG       
 HM0513
 HM0513.Superseded values are not recommended for survey control.
 HM0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0513.See file dsdata.txt to determine how the superseded data were derived.
 HM0513
 HM0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG1390782808(NAD 83)
 HM0513_MARKER: DS = TRIANGULATION STATION DISK
 HM0513_SETTING: 66 = SET IN ROCK OUTCROP
 HM0513_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 HM0513_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0513+STABILITY: POSITION/ELEVATION WELL
 HM0513
 HM0513  HISTORY     - Date     Condition        Report By
 HM0513  HISTORY     - 1934     MONUMENTED       CGS
 HM0513  HISTORY     - 1937     GOOD             CGS
 HM0513  HISTORY     - 1954     GOOD             WESGEO
 HM0513  HISTORY     - 1965     GOOD             USGS
 HM0513
 HM0513                          STATION DESCRIPTION
 HM0513
 HM0513'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 HM0513'STATION IS IN THE SE PART OF T 41 N, R 16 W, ABOUT 44 MILES
 HM0513'SSW OF PLACERVILLE, ABOUT 21 MILES AIR LINE N BY W OF DOLORES,
 HM0513'ON THE MONTEZUMA NATIONAL FOREST, ON THE HIGHEST POINT IN THE
 HM0513'VICINITY KNOWN AS THE GLADES.  IT IS ALSO ABOUT 3 MILES E OF
 HM0513'THE GLADE RANGER STATION NEAR THE HEAD OF NARRAQUINNEP DRAW.
 HM0513'
 HM0513'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 HM0513'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 HM0513'
 HM0513'STATION IS BEST REACHED FROM DOLORES BY GOING E FOR 0.7 MILE
 HM0513'TO WHERE ROAD FORKS.  TAKE LEFT FORK UP SIDE OF MOUNTAIN AND
 HM0513'FOLLOW MAIN ROAD FOR 18.3 MILES TO ROAD TURNING OFF TO THE
 HM0513'LEFT.  (THIS ROAD TURNS OFF 0.35 MILE S OF THE WILLOW SPRING
 HM0513'RANGER STATION).  TAKE ROAD TO LEFT AND FOLLOW IT FOR 7.3 MILES
 HM0513'TO FORK.  TAKE RIGHT FORK AND GO 0.6 MILE TO FORKS.  TAKE
 HM0513'LEFT FORK AND GO 1.6 MILES TO FORKS.  TAKE LEFT FORK AND GO
 HM0513'2.3 MILES TO FORKS.  TAKE RIGHT FORK AND GO 5.9 MILES TO GATE.
 HM0513'GO THROUGH GATE AND CONTINUE ON SAME ROAD GOING UP HILL FOR
 HM0513'4.1 MILES TO CORRAL ON THE LEFT HAND SIDE OF ROAD.  HERE
 HM0513'TURN OFF ROAD AND HEAD NE UP DRAW TO THE BASE OF THE PEAK
 HM0513'YOU SET IN THAT DIRECTION.  DISTANCE IS ABOUT 1.6 MILES.
 HM0513'FROM HERE STATION IS ABOUT 35 MINUTES TO THE TOP OF THE
 HM0513'PEAK.
 HM0513
 HM0513                          STATION RECOVERY (1937)
 HM0513
 HM0513'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 HM0513'STATION IS IN SE PART OF T 41 N, R 16 W, ABOUT 21 MILES N BY
 HM0513'W FROM DOLORES (AIR LINE) AND 66 MILES BY ROAD SW OF NORWOOD.
 HM0513'IT IS IN MONTEZUMA NATIONAL FOREST.
 HM0513'
 HM0513'REFERENCE MARK NO. 2 (1934) LIES 94.42 FEET (28.779 METERS)
 HM0513'NW FROM STATION.
 HM0513'
 HM0513'REFERENCE MARK NO. 1 (1934) LIES 46.43 FEET (14.150 METERS)
 HM0513'NNE FROM STATION.
 HM0513'
 HM0513'AZIMUTH MARK--GLADE, 1937, IS ON BALD NE END OF RIDGE LYING
 HM0513'ABOUT 1-1/4 MILES NW OF STATION.  IT IS MARKED BY A STANDARD
 HM0513'BRONZE DISK WEDGED IN A DRILL HOLE IN A BOULDER.
 HM0513'
 HM0513'TO REACH FROM NORWOOD--GO E ON STATE HIGHWAY 145 1.6 MILES.
 HM0513'THEN S ON STATE HIGHWAY 147 (DOLORES ROAD) 41.5 MILES TO WILLOW
 HM0513'CREEK VICINITY, 0.4 MILE BEYOND RANGER STATION.  THEN RIGHT
 HM0513'(W) ON GRADED ROAD MARKED THE GLADES, 24 M.  (WHICH IS ABOUT
 HM0513'18-1/2 MILES N OF DOLORES) A DISTANCE OF 10.0 MILES.  THEN RIGHT
 HM0513'(N) AT THE FORK (WHERE THE ROAD GOES LEFT TO MC PHEE) AND
 HM0513'FOLLOW GRADED ROAD 7.25 MILES TO CATTLE GUARD AND BRIDGE NEAR
 HM0513'CONSTRUCTION CAMP IN NARRAQUINNEP CANYON.  THEN ON MAIN ROAD
 HM0513'UP HILL OVER SUMMIT 3.4 MILES TO A POLE CORRAL JUST BEYOND
 HM0513'BRIDGE.  THEN RIGHT ACROSS A VALLEY MEADOW AND FOLLOW ALONG
 HM0513'LEFT SIDE OF CREEK (NEAR DRAW) 1.6 MILES TO HEAD OF VALLEY
 HM0513'WHERE MOUNTAIN SLOPE FLATTENS INTO A LOW RIDGE RUNNING
 HM0513'WESTWARD.  START PACK HERE AND CONTINUE UP DRAW TO LOW RIDGE
 HM0513'ALONG STOCK TRAILS ABOUT 1/2 MILE (PASSING A GOOD
 HM0513'POLE-ENCLOSED SPRING ABOUT 200 YARDS SHORT OF THE RIDGE).
 HM0513'CONTINUE OVER TOP OF RIDGE AND FOLLOW STOCK TRAILS
 HM0513'AROUND N SIDE OF HILL ABOUT 1-1/2 MILES TO NE POINT OF
 HM0513'MOUNTAIN WHERE NEARLY BARE SHOULDER EXTENDS N.  THEN E ABOUT
 HM0513'100 YARDS TO SADDLE AND S ABOUT 200 YARDS TO HIGH
 HM0513'CLEARING ON WHICH STATION IS LOCATED.  IT IS ON HIGHEST NE
 HM0513'POINT OF THIS HILL.  STATION IS AT CENTER OF E END OF
 HM0513'CLEARING.
 HM0513'
 HM0513'NOTE--APPROXIMATE DIRECTIONS TO REFERENCE MARKS WERE TAKEN
 HM0513'FROM NORTH STAR IN 1937.
 HM0513
 HM0513                          STATION RECOVERY (1954)
 HM0513
 HM0513'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1954 (JH)
 HM0513'LETTER OF MR. JOHN HARRIS, WESTERN GEOPHYSICAL CO., DATED MAY 11,
 HM0513'1954--STATION RECOVERED IN GOOD CONDITION.  (ADD TO DESCRIPTION
 HM0513'OF AZIMUTH MARK.  ABOUT 600 FEET EAST OF GLADE MOUNTAIN
 HM0513'LOOKOUT TOWER ON SMALL BALD RIDGE.)
 HM0513
 HM0513                          STATION RECOVERY (1965)
 HM0513
 HM0513'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HM0513'STATION RECOVERED.  DESCRIPTION REVISED--THEN ON MAIN ROAD
 HM0513'UP HILL OVER SUMMIT 3.4 MILES TO A POLE CORRAL JUST BEYOND
 HM0513'BRIDGE--CONTINUE ON MAIN ROAD OVER NEXT RIDGE FOR 0.6 MILES
 HM0513'TO ROAD ON EAST SIDE OF FAR DRAW.  TURN RIGHT UP THIS TRACK
 HM0513'ROAD (NORTH) FOR 1.3 MILES TO FAR DRAW RESERVOIR.  CONTINUE
 HM0513'ON NORTH THRU A FENCE INTO A SADDLE AND THENCE EAST UP HILL
 HM0513'THRU OAK GROVES AS FAR AS THE TRUCK WILL GO TO A VERY STEEP
 HM0513'CATTLE TRAIL JUST SHORT OF THE TOP OF THE HILL.  PACK SOUTH
 HM0513'AND WEST UP HILL ON TRAIL TO STATION AS DESCRIBED.  FIVE
 HM0513'MINUTE PACK.
 HM0513'
 HM0513'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--21 MILES
 HM0513'(AIRLINE) NORTH AND WEST FROM DOLORES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1229 ***********************************************************************
 JK1229  DESIGNATION -  GLEN EYRIE
 JK1229  PID         -  JK1229
 JK1229  STATE/COUNTY-  CO/EL PASO
 JK1229  USGS QUAD   -  CASCADE (1994)
 JK1229
 JK1229                         *CURRENT SURVEY CONTROL
 JK1229  ___________________________________________________________________
 JK1229* NAD 83(1992)-  38 53 58.95837(N)    104 54 29.83141(W)     ADJUSTED  
 JK1229* NAVD 88     -      2472.     (meters)    8110.     (feet)  SCALED    
 JK1229  ___________________________________________________________________
 JK1229  LAPLACE CORR-         -21.43  (seconds)                    DEFLEC99
 JK1229  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 JK1229
 JK1229  HORZ ORDER  -  THIRD
 JK1229
 JK1229.The horizontal coordinates were established by classical geodetic methods
 JK1229.and adjusted by the National Geodetic Survey in January 1993..
 JK1229
 JK1229.The orthometric height was scaled from a topographic map.
 JK1229
 JK1229.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1229
 JK1229.The geoid height was determined by GEOID03.
 JK1229
 JK1229;                    North         East     Units Scale Factor Converg.
 JK1229;SPC CO C     -   423,343.058   965,728.785   MT  0.99994205   +0 22 23.5
 JK1229;SPC CO C     - 1,388,918.02  3,168,395.19   sFT  0.99994205   +0 22 23.5
 JK1229;UTM  13      - 4,305,651.460   507,952.832   MT  0.99960078   +0 03 27.3
 JK1229
 JK1229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1229!SPC CO C     -   0.99961478  x   0.99994205  =   0.99955685
 JK1229!UTM  13      -   0.99961478  x   0.99960078  =   0.99921572
 JK1229
 JK1229:                Primary Azimuth Mark                     Grid Az
 JK1229:SPC CO C     -  PENNINGTONS LARGE HSE CEN CHIM           062 26 32.1
 JK1229:UTM  13      -  PENNINGTONS LARGE HSE CEN CHIM           062 45 28.3
 JK1229
 JK1229|---------------------------------------------------------------------|
 JK1229| PID    Reference Object                     Distance      Geod. Az  |
 JK1229|                                                           dddmmss.s |
 JK1229| JK1166 PENNINGTONS LARGE HSE CEN CHIM      APPROX.19.5 KM 0624855.6 |
 JK1229| JK1210 COLORADO SPRINGS COLLEGE CUP        APPROX. 9.2 KM 1284033.1 |
 JK1229| JK1211 COLORADO SPGS PUB SCHHSE STAFF      APPROX.10.1 KM 1340717.5 |
 JK1229| JK1223 MONTE ROSA                          APPROX.16.5 KM 1920224.0 |
 JK1229|---------------------------------------------------------------------|
 JK1229
 JK1229                          SUPERSEDED SURVEY CONTROL
 JK1229
 JK1229  NAD 83(1986)-  38 53 58.94831(N)    104 54 29.82909(W) AD(       ) 3
 JK1229  NAD 27      -  38 53 58.97600(N)    104 54 27.88500(W) AD(       ) 3
 JK1229
 JK1229.Superseded values are not recommended for survey control.
 JK1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1229.See file dsdata.txt to determine how the superseded data were derived.
 JK1229
 JK1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED0795305651(NAD 83)
 JK1229_MARKER: B = BOLT
 JK1229_SETTING: 0 = UNSPECIFIED SETTING
 JK1229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK1229
 JK1229  HISTORY     - Date     Condition        Report By
 JK1229  HISTORY     - 1880     MONUMENTED       CGS
 JK1229  HISTORY     - 1935     GOOD             CGS
 JK1229  HISTORY     - 1944     GOOD             CGS
 JK1229
 JK1229                          STATION DESCRIPTION
 JK1229
 JK1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1880 (OHT)
 JK1229'ABOUT 7 MILES NORTHWEST OF COLORADO SPRINGS AND 2 MILES
 JK1229'NORTHWEST OF GENERAL PALMERS DWELLING HOUSE, ON THE FOOTHILLS
 JK1229'NORTH OF THE GARDEN OF THE GODS AND ABOUT 3 MILES FROM THE
 JK1229'GATEWAY.  THE STATION IS ON THE FIRST RIDGE WEST OF GLEN
 JK1229'EYRIE, AND ABOUT 500 METERS NORTHWEST OF THE POINT WHERE A
 JK1229'HIGH BALD HILL BESIDES THE GLEN JOINS THE MAIN RIDGE.  THE
 JK1229'STATION IS MARKED BY A CROSS ON A LEAD BOLT IN A FLAT STONE
 JK1229'ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND.
 JK1229
 JK1229                          STATION RECOVERY (1935)
 JK1229
 JK1229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (AWJ)
 JK1229'STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  IT
 JK1229'IS RATHER DIFFICULT TO FIND AND A REFERENCE MARK SHOULD BE
 JK1229'IN THE VICINITY.  THE DESCRIPTION IS ACCURATE BUT ITS ACCURACY
 JK1229'CAN ONLY BE SEEN WHEN AT THE STATION DUE TO THE DECEIVING
 JK1229'APPEARANCES OF THE FOOTHILLS WHEN VIEWED FROM A LOWER ELEVATION.
 JK1229'A NEW ROAD OUT OF THE GARDEN OF THE GODS COMES WITHIN 1/4
 JK1229'MILE OF THE STATION AND THE DESCRIPTION SHOULD BE CHANGED TO
 JK1229'CONTAIN IT.  A ROCK CAIRN WAS PLACED (1935) ABOVE THE MARK
 JK1229'AND A TREE BLAZED AND CARVED APPROPRIATELY IS 60 FEET
 JK1229'SOUTHEAST OF THE STATION.
 JK1229'
 JK1229'A REVISED DESCRIPTION FOLLOWS--
 JK1229'
 JK1229'ABOUT 7 MILES NORTHWEST OF COLORADO SPRINGS AND 2 MILES NORTHWEST
 JK1229'OF GENERAL PALMERS DWELLING HOUSE, ON THE FOOTHILLS NORTH OF
 JK1229'THE GARDEN OF THE GODS AND ABOUT 3 MILES FROM THE GATEWAY.
 JK1229'THE STATION IS ON THE FIRST RIDGE WEST OF GLEN EYRIE, AND ABOUT
 JK1229'500 METERS NORTHWEST OF THE POINT WEHRE A HIGH BALD HILL
 JK1229'BESIDE THE GLEN JOINS THE MAIN RIDGE.  THE STATION IS ABOUT
 JK1229'100 FEET HIGHER THAN AND 1/4 MILE NORTHEAST OF A SADDLE WHICH
 JK1229'IS 6.0 MILES ALONG THE KEITHLY ROAD FROM THE BALANCED ROCK
 JK1229'IN THE GARDEN OF THE GODS.  IT IS MARKED BY A CROSS ON A LEAD
 JK1229'BOLT IN A FLAT STONE ABOUT 1 FOOT BELOW SURFACE OF THE
 JK1229'GROUND.  A SMALL ROCK CAIRN IS ABOVE THE STATION AND A TREE
 JK1229'BLAZED IS 60 FEET SOUTHEAST OF THE
 JK1229'STATION.
 JK1229
 JK1229                          STATION RECOVERY (1944)
 JK1229
 JK1229'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (HJB)
 JK1229'RECOVERED IN GOOD CONDITION AS DESCRIBED IN RECOVERY NOTE OF
 JK1229'1935.  THE FOLLOWING ADDITION SHOULD BE INCLUDED--
 JK1229'
 JK1229'FROM THE BALANCED ROCK IN THE GARDEN OF THE GODS ON RAMPART
 JK1229'RANGE ROAD, GO 6.1 MILES N UP VERY WINDING MOUNTAIN ROAD TO
 JK1229'A TURN AROUND SHOULDER OF MOUNTAIN.  THE STATION IS 50 FEET
 JK1229'S OF ROAD AND OVERLOOKING SAME.  STATION IS 0.7 MILE S ALONG
 JK1229'THE WINDING ROAD FROM PARK SIGN TRAIL JUNCTION PICNIC GROUNDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1230 ***********************************************************************
 JK1230  DESIGNATION -  GLEN EYRIE
 JK1230  PID         -  JK1230
 JK1230  STATE/COUNTY-  CO/EL PASO
 JK1230  USGS QUAD   -  CASCADE (1994)
 JK1230
 JK1230                         *CURRENT SURVEY CONTROL
 JK1230  ___________________________________________________________________
 JK1230* NAD 83(1992)-  38 53 58.96241(N)    104 54 29.81337(W)     ADJUSTED  
 JK1230* NAVD 88     -      2473.6    (meters)    8115.     (feet)  VERTCON   
 JK1230  ___________________________________________________________________
 JK1230  LAPLACE CORR-         -21.43  (seconds)                    DEFLEC99
 JK1230  GEOID HEIGHT-         -15.98  (meters)                     GEOID03
 JK1230
 JK1230  HORZ ORDER  -  SECOND
 JK1230
 JK1230.The horizontal coordinates were established by classical geodetic methods
 JK1230.and adjusted by the National Geodetic Survey in January 1993..
 JK1230
 JK1230.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1230
 JK1230.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1230
 JK1230.The geoid height was determined by GEOID03.
 JK1230
 JK1230;                    North         East     Units Scale Factor Converg.
 JK1230;SPC CO C     -   423,343.186   965,729.219   MT  0.99994205   +0 22 23.5
 JK1230;SPC CO C     - 1,388,918.44  3,168,396.61   sFT  0.99994205   +0 22 23.5
 JK1230;UTM  13      - 4,305,651.585   507,953.267   MT  0.99960078   +0 03 27.3
 JK1230
 JK1230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1230!SPC CO C     -   0.99961455  x   0.99994205  =   0.99955662
 JK1230!UTM  13      -   0.99961455  x   0.99960078  =   0.99921548
 JK1230
 JK1230|---------------------------------------------------------------------|
 JK1230| PID    Reference Object                     Distance      Geod. Az  |
 JK1230|                                                           dddmmss.s |
 JK1230| CM8174 GLEN EYRIE RM 2                      22.667 METERS 14347     |
 JK1230| CM8173 GLEN EYRIE RM 1                       5.856 METERS 23259     |
 JK1230| CM8172 GLEN EYRIE AZ MK                                   3425334.2 |
 JK1230|---------------------------------------------------------------------|
 JK1230
 JK1230                          SUPERSEDED SURVEY CONTROL
 JK1230
 JK1230  NAD 83(1986)-  38 53 58.95316(N)    104 54 29.80965(W) AD(       ) 2
 JK1230  NAD 27      -  38 53 58.98100(N)    104 54 27.87700(W) AD(       ) 2
 JK1230  NGVD 29 (07/19/86) 2472.5    (m)         8112.     (f) VERT ANG       
 JK1230
 JK1230.Superseded values are not recommended for survey control.
 JK1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1230.See file dsdata.txt to determine how the superseded data were derived.
 JK1230
 JK1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED0795305652(NAD 83)
 JK1230_MARKER: DB = BENCH MARK DISK
 JK1230_SETTING: 66 = SET IN ROCK OUTCROP
 JK1230_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 JK1230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1230+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2003
 JK1230
 JK1230  HISTORY     - Date     Condition        Report By
 JK1230  HISTORY     - 1947     MONUMENTED       USGS
 JK1230  HISTORY     - 1951     GOOD             AMS
 JK1230  HISTORY     - 1953     GOOD             USGS
 JK1230  HISTORY     - 1975     GOOD             LOCENG
 JK1230  HISTORY     - 20030719 GOOD             GEOCAC
 JK1230
 JK1230                          STATION DESCRIPTION
 JK1230
 JK1230'DESCRIBED BY US ARMY MAP SERVICE (NOW DMA) 1951
 JK1230'RECOVERED BY THE ARMY MAP SERVICE IN 1951.  DESCRIBED AS LOCATED 64
 JK1230'FT. N. OF A SMALL EVERGREEN TREE, 35 FT. NNE. TO INSIDE OF CUT AT
 JK1230'EDGE OF RD., 220 FT. ESE. TO INSIDE OF CUT AT FURTHEST E. POINT OF
 JK1230'CURVE.
 JK1230'
 JK1230'STATION MARK--STANDARD TABLET SET IN LIMESTONE 6 IN. BELOW THE
 JK1230'SURFACE AND STAMPED ---GLEN EYRIE 1947---.
 JK1230'
 JK1230'REFERENCE MARKS--NONE.
 JK1230
 JK1230                          STATION RECOVERY (1953)
 JK1230
 JK1230'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953 (RLE)
 JK1230'THE STATION IS LOCATED ABOUT 5.0 MILES NORTHWEST OF COLORADO
 JK1230'SPRINGS AND ABOUT 3.0 MILES NORTH OF MANITOU SPRINGS ON THE
 JK1230'EAST SLOPE OF A MOUNTAIN AND NEAR THE SOUTHEAST END OF A BRUSHY
 JK1230'RIDGE, 200 FEET NORTH OF THE CENTER OF A GRAVELED ROAD AND 75
 JK1230'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD.  IT IS A
 JK1230'STANDARD U.S.G.S. BENCH MARK DISK CEMENTED IN A DRILL HOLE IN
 JK1230'THE BEDROCK AND IS ABOUT 6 INCHES BELOW THE GROUND SURFACE.  IT
 JK1230'IS STAMPED GLEN EYRIE.
 JK1230'
 JK1230'REFERENCE MARK NO. 1 IS A STANDARD U.S.G.S. REFERENCE MARK DISK
 JK1230'CEMENTED IN A DRILL HOLE IN THE OUTCROPPING BEDROCK AND IS ABOUT
 JK1230'3 FEET LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED
 JK1230'GLEN EYRIE R.M.-1.
 JK1230'
 JK1230'REFERENCE MARK NO. 2 IS A STANDARD U.S.G.S. REFERENCE MARK DISK
 JK1230'CEMENTED IN A DRILL HOLE IN THE OUTCROPPING BEDROCK AND IS ABOUT
 JK1230'5 FEET LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED
 JK1230'GLEN EYRIE R.M.-2.
 JK1230'
 JK1230'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 76.58 FEET.
 JK1230'
 JK1230'THE AZIMUTH MARK IS ON THE SOUTHEAST SLOPE OF A HILL, 50 FEET
 JK1230'NORTHWEST OF THE CENTER OF A GRAVELED ROAD AND IS STAMPED
 JK1230'GLEN EYRIE 1953.
 JK1230'
 JK1230'TO REACH THE STATION FROM THE INTERSECTION OF EL PASO BLVD. AND
 JK1230'U.S. HIGHWAY 24 IN MANITOU SPRINGS, GO NORTHERLY ON EL PASO
 JK1230'BLVD. FOR 0.9 MILE TO A LARGE OVERHEAD ARCH, PASS UNDER ARCH AND
 JK1230'CONTINUE FOR 0.5 MILE TO A GRAVELED ROAD ON THE LEFT JUST AFTER
 JK1230'PASSING THE BALANCED ROCK.  TURN LEFT AND GO WESTERLY UP MOUNTAIN
 JK1230'ON THE RAMPART RANGE ROAD FOR 2.8 MILES TO A SIGN BLACK CANON
 JK1230'PICNIC GROUND, CONTINUE STRAIGHT AHEAD FOR 3.3 MILES TO A SHARP
 JK1230'LEFT CURVE AND STATION IS ON THE LEFT ABOUT 20 FEET HIGHER
 JK1230'THAN THE ROAD, CONTINUE NORTHWESTERLY FOR 0.3 MILE TO THE
 JK1230'AZIMUTH MARK ON LEFT AS DESCRIBED.
 JK1230
 JK1230                          STATION RECOVERY (1975)
 JK1230
 JK1230'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (KRW)
 JK1230'STATION RECOVERED BY R. KEITH HOOK AND ASSOCIATES
 JK1230'
 JK1230'GLEN EYRIE-GOOD NEEDS NEW WITNESS POST
 JK1230'
 JK1230'GLEN EYRIE NO. 1-GOOD
 JK1230'
 JK1230'GLEN EYRIE NO. 2-GOOD
 JK1230'
 JK1230'GLEN EYRIE 1953 (AZ. MK)-GOOD NEEDS NEW WITNESS POST
 JK1230'
 JK1230'DESCRIPTION IS ADEQUATE
 JK1230
 JK1230                          STATION RECOVERY (2003)
 JK1230
 JK1230'RECOVERY NOTE BY GEOCACHING 2003 (TWS)
 JK1230'FROM GARDEN OF GODS BALANCED ROCK, GO WESTERLY UP MOUNTAIN ON THE
 JK1230'RAMPART RANGE ROAD FOR 6.2 MILES TO A SHARP LEFT CURVE. PROCEED AROUND
 JK1230'CURVE AND LOCATE A CULVERT ON SOUTH SIDE OF ROAD. STATION IS ABOUT 65
 JK1230'FEET SOUTHWEST AND 30 FEET HIGHER THAN THE ROAD ON TOP OF RIDGE.
 JK1230'MARKED WITH A PILE OF ROCKS.  GOOD CONDITION BUT NEEDS A WITNESS POST.
 JK1230' 
 JK1230' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1993 ***********************************************************************
 KK1993  DESIGNATION -  GLENTIVAR
 KK1993  PID         -  KK1993
 KK1993  STATE/COUNTY-  CO/PARK
 KK1993  USGS QUAD   -  SULPHUR MOUNTAIN (1994)
 KK1993
 KK1993                         *CURRENT SURVEY CONTROL
 KK1993  ___________________________________________________________________
 KK1993* NAD 83(1992)-  39 01 44.43651(N)    105 39 45.25683(W)     ADJUSTED  
 KK1993* NAVD 88     -      2719.8    (meters)    8923.     (feet)  VERTCON   
 KK1993  ___________________________________________________________________
 KK1993  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 KK1993  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 KK1993
 KK1993  HORZ ORDER  -  THIRD
 KK1993
 KK1993.The horizontal coordinates were established by classical geodetic methods
 KK1993.and adjusted by the National Geodetic Survey in January 1993..
 KK1993
 KK1993.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1993
 KK1993.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1993
 KK1993.The geoid height was determined by GEOID03.
 KK1993
 KK1993;                    North         East     Units Scale Factor Converg.
 KK1993;SPC CO C     -   437,541.778   900,325.509   MT  0.99993670   -0 06 09.1
 KK1993;SPC CO C     - 1,435,501.65  2,953,817.94   sFT  0.99993670   -0 06 09.1
 KK1993;UTM  13      - 4,320,204.696   442,649.954   MT  0.99964050   -0 25 02.1
 KK1993
 KK1993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1993!SPC CO C     -   0.99957561  x   0.99993670  =   0.99951234
 KK1993!UTM  13      -   0.99957561  x   0.99964050  =   0.99921626
 KK1993
 KK1993:                Primary Azimuth Mark                     Grid Az
 KK1993:SPC CO C     -  SPINNEY                                  137 38 16.6
 KK1993:UTM  13      -  SPINNEY                                  137 57 09.6
 KK1993
 KK1993|---------------------------------------------------------------------|
 KK1993| PID    Reference Object                     Distance      Geod. Az  |
 KK1993|                                                           dddmmss.s |
 KK1993| JK1308 SPINNEY                             APPROX. 6.3 KM 1373207.5 |
 KK1993|---------------------------------------------------------------------|
 KK1993
 KK1993                          SUPERSEDED SURVEY CONTROL
 KK1993
 KK1993  NAD 83(1986)-  39 01 44.43001(N)    105 39 45.26055(W) AD(       ) 3
 KK1993  NAD 27      -  39 01 44.45308(N)    105 39 43.23921(W) AD(       ) 3
 KK1993  NGVD 29 (07/19/86) 2718.3    (m)         8918.     (f) VERT ANG       
 KK1993
 KK1993.Superseded values are not recommended for survey control.
 KK1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1993.See file dsdata.txt to determine how the superseded data were derived.
 KK1993
 KK1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD4265020205(NAD 83)
 KK1993
 KK1993  HISTORY     - Date     Condition        Report By
 KK1993  HISTORY     - 1954     MONUMENTED       USGS
 KK1993  HISTORY     - 1954     GOOD             USGS
 KK1993
 KK1993                          STATION DESCRIPTION
 KK1993
 KK1993'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 KK1993'RECOVERED AND DESCRIBED AS FOLLOWS
 KK1993'
 KK1993'STATION IS LOCATED ABOUT 3.0 MI. SW. OF GLENTIVAR, ABOUT 1.5 MI. S.
 KK1993'OF U.S. HIGHWAY 24, ON THE HIGHEST POINT OF A LOW, ROCKY, GRASS
 KK1993'COVERED RIDGE.
 KK1993'
 KK1993'TO REACH FROM GLENTIVAR, GO W. ON U.S. HIGHWAY 24 3.2 MI. TO T-RD.
 KK1993'S., TURN LEFT (S.) AND GO 0.6 MI. TO CURVE IN RD., TURN RIGHT (S.)
 KK1993'AND GO 0.7 MI. TO W. END OF RIDGE, TURN LEFT (E.) AND GO 0.2 MI. TO
 KK1993'HIGHEST POINT ON RIDGE AND STATION.
 KK1993'
 KK1993'STATION MARK--A USGS STANDARD BENCH MARK TABLET, SET IN ROCK, NOT
 KK1993'STAMPED.
 KK1993'
 KK1993'REFERENCE MARK--BRONZE REFERENCE TABLET, CEMENTED IN SANDSTONE ROCK,
 KK1993'DISTANT FROM STATION MARK 57.0 FT., S 15 DEG 38 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2468 ***********************************************************************
 AB2468  DESIGNATION -  GLENWOOD
 AB2468  PID         -  AB2468
 AB2468  STATE/COUNTY-  CO/GARFIELD
 AB2468  USGS QUAD   -  GLENWOOD SPRINGS (1987)
 AB2468
 AB2468                         *CURRENT SURVEY CONTROL
 AB2468  ___________________________________________________________________
 AB2468* NAD 83(1992)-  39 33 42.28046(N)    107 21 58.99849(W)     ADJUSTED  
 AB2468* NAVD 88     -      1741.6    (meters)    5714.     (feet)  GPS OBS   
 AB2468  ___________________________________________________________________
 AB2468  X           -  -1,470,070.671 (meters)                     COMP
 AB2468  Y           -  -4,700,662.987 (meters)                     COMP
 AB2468  Z           -   4,041,690.897 (meters)                     COMP
 AB2468  LAPLACE CORR-           7.05  (seconds)                    DEFLEC99
 AB2468  ELLIP HEIGHT-        1727.19  (meters)          (12/03/02) GPS OBS
 AB2468  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 AB2468
 AB2468  HORZ ORDER  -  FIRST
 AB2468  ELLP ORDER  -  FOURTH    CLASS II
 AB2468
 AB2468.The horizontal coordinates were established by GPS observations
 AB2468.and adjusted by the National Geodetic Survey in March 1996..
 AB2468
 AB2468.The orthometric height was determined by GPS observations and a
 AB2468.high-resolution geoid model.
 AB2468
 AB2468.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2468
 AB2468.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2468
 AB2468.The ellipsoidal height was determined by GPS observations
 AB2468.and is referenced to NAD 83.
 AB2468
 AB2468.The geoid height was determined by GEOID03.
 AB2468
 AB2468;                    North         East     Units Scale Factor Converg.
 AB2468;SPC CO C     -   498,318.198   754,025.895   MT  0.99996818   -1 10 37.6
 AB2468;SPC CO C     - 1,634,898.95  2,473,833.29   sFT  0.99996818   -1 10 37.6
 AB2468;UTM  13      - 4,381,791.631   296,709.361   MT  1.00010884   -1 30 27.7
 AB2468
 AB2468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2468!SPC CO C     -   0.99972910  x   0.99996818  =   0.99969729
 AB2468!UTM  13      -   0.99972910  x   1.00010884  =   0.99983791
 AB2468
 AB2468                          SUPERSEDED SURVEY CONTROL
 AB2468
 AB2468  ELLIP H (03/28/96) 1727.18   (m)                       GP(       ) 1 2
 AB2468
 AB2468.Superseded values are not recommended for survey control.
 AB2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2468.See file dsdata.txt to determine how the superseded data were derived.
 AB2468
 AB2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD9670981792(NAD 83)
 AB2468_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2468_STAMPING: GLENWOOD 1994
 AB2468_MARK LOGO: NGS   
 AB2468_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2468+STABILITY: SURFACE MOTION
 AB2468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2468+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1996
 AB2468
 AB2468  HISTORY     - Date     Condition        Report By
 AB2468  HISTORY     - 1994     MONUMENTED       NGS
 AB2468  HISTORY     - 19960502 GOOD             CODOT
 AB2468
 AB2468                          STATION DESCRIPTION
 AB2468
 AB2468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RSC)
 AB2468'THE STATION IS LOCATED IN THE WESTERN PART OF GLENWOOD SPRINGS, IN THE
 AB2468'NORTHEAST 1/4 OF SECTION 6, T 6 S, R 89 W, AT INTERSTATE 70 MILEPOST
 AB2468'114.05.  OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION
 AB2468'RIGHT-OF-WAY.
 AB2468' 
 AB2468'TO REACH THE STATION FROM THE WESTERN EXIT OF INTERSTATE 70, EXIT 114,
 AB2468'AND THE UNDERPASS OF MEL RAY ROAD, IN GLENWOOD SPRINGS, GO NORTH ON
 AB2468'MEL RAY ROAD FOR 0.1 MI (0.16 KM) TO THE INTERSECTION OF OLD U. S.
 AB2468'HIGHWAY 6 AND 24. TURN LEFT, WEST, ON OLD U. S. HIGHWAY 6 AND 24 FOR
 AB2468'0.3 MI (0.48 KM) TO THE INTERSECTION OF STORMKING ROAD AND THE STATION
 AB2468'ON THE LEFT.
 AB2468' 
 AB2468'THE MARK IS A STANDARD DISK SET IN A CONCRETE POST 0.6 M (1.97 FT) IN
 AB2468'DIAMETER AND 1.5 M (4.92 FT) DEEP, FLUSH WITH THE GROUND.  IT IS 38.5
 AB2468'M (126.31 FT) EAST OF INTERSTATE 70 MILEPOST 114, 23.7 M (77.76 FT)
 AB2468'WEST OF THE CENTER OF GLENWOOD SPRINGS CITY LIMIT SIGN, 17.4 M (57.09
 AB2468'FT) WEST OF THE EXTENDED CENTERLINE OF STORMKING ROAD, 14.5 M (47.57
 AB2468'FT) NORTH OF THE CENTERLINE OF WEST BOUND INTERSTATE 70, 10.2 M (33.46
 AB2468'FT) SOUTH OF THE CENTERLINE OF OLD U. S. HIGHWAY 6 AND 24, 6.7 M
 AB2468'(21.98 FT) NORTH-NORTHEAST OF A LIGHT POLE, 1.4 M (4.59 FT) WEST OF A
 AB2468'WITNESS POST, 1.0 M (3.28 FT) EAST OF A WITNESS POST AND ABOUT THE
 AB2468'SAME LEVEL AS THE INTERSTATE.
 AB2468
 AB2468                          STATION RECOVERY (1996)
 AB2468
 AB2468'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (RSC)
 AB2468'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0594 ***********************************************************************
 JM0594  DESIGNATION -  GLO 10 RM 1
 JM0594  PID         -  JM0594
 JM0594  STATE/COUNTY-  CO/SAN MIGUEL
 JM0594  USGS QUAD   -  GURLEY CANYON (1975)
 JM0594
 JM0594                         *CURRENT SURVEY CONTROL
 JM0594  ___________________________________________________________________
 JM0594* NAD 83(1992)-  38 06 06.15553(N)    108 12 50.47817(W)     ADJUSTED  
 JM0594* NAVD 88     -      2296.3    (meters)    7534.     (feet)  VERTCON   
 JM0594  ___________________________________________________________________
 JM0594  LAPLACE CORR-           7.51  (seconds)                    DEFLEC99
 JM0594  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 JM0594
 JM0594  HORZ ORDER  -  THIRD
 JM0594
 JM0594.The horizontal coordinates were established by GPS observations
 JM0594.and adjusted by the National Geodetic Survey in January 1993..
 JM0594
 JM0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0594
 JM0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0594
 JM0594.The geoid height was determined by GEOID03.
 JM0594
 JM0594;                    North         East     Units Scale Factor Converg.
 JM0594;SPC CO S     -   467,526.856   676,396.134   MT  0.99995627   -1 39 53.0
 JM0594;SPC CO S     - 1,533,877.69  2,219,142.98   sFT  0.99995627   -1 39 53.0
 JM0594;UTM  12      - 4,220,766.478   744,286.413   MT  1.00033503   +1 43 11.9
 JM0594
 JM0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0594!SPC CO S     -   0.99964255  x   0.99995627  =   0.99959883
 JM0594!UTM  12      -   0.99964255  x   1.00033503  =   0.99997746
 JM0594
 JM0594                          SUPERSEDED SURVEY CONTROL
 JM0594
 JM0594  NAD 83(1986)-  38 06 06.14601(N)    108 12 50.47132(W) AD(       ) 3
 JM0594  NGVD 29 (06/29/92) 2294.9    (m)         7529.     (f) GPS OBS        
 JM0594
 JM0594.Superseded values are not recommended for survey control.
 JM0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0594.See file dsdata.txt to determine how the superseded data were derived.
 JM0594
 JM0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH4428620766(NAD 83)
 JM0594_MARKER: DD = SURVEY DISK
 JM0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0594_SP_SET: CONCRETE POST
 JM0594_STAMPING: GLO 10 NO 1
 JM0594_MARK LOGO: USGLO 
 JM0594_MAGNETIC: N = NO MAGNETIC MATERIAL
 JM0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0594+STABILITY: SURFACE MOTION
 JM0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0594+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1990
 JM0594
 JM0594  HISTORY     - Date     Condition        Report By
 JM0594  HISTORY     - 1931     MONUMENTED       USGLO
 JM0594  HISTORY     - 19901023 GOOD
 JM0594
 JM0594                          STATION DESCRIPTION
 JM0594
 JM0594'DESCRIBED BY US GENERAL LAND OFFICE 1931
 JM0594'THE STATION IS ABOUT 5 MILES SOUTHEAST OF NORWOOD.
 JM0594'TO REACH FROM THE WESTERN HOTEL IN NORWOOD GO EAST OF MAIN HIGHWAY FOR
 JM0594'2.5 MILES TO A CROSSROAD, TURN RIGHT AND GO SOUTH FOR 2 MILES TO A
 JM0594'CROSSROAD.  TURN LEFT AND GO EAST FOR 1.5 MILES TO A LOCKED GATE AND
 JM0594'STATION ON THE EAST SIDE OF GATE AND NORTH SIDE OF ROAD NEAR THE
 JM0594'RIGHT OF WAY FENCE.  THIS STATION IS ON PROPERTY OWNED BY DORA
 JM0594'CORNFORTH SPOR, 1092 ROAD 46X NORWOOD, COLORADO, TELEPHONE
 JM0594'303-327-4501.  YOU SHOULD CONTACT MS SPOR PRIOR TO GOING TO STATION.
 JM0594'THIS REFERENCE MARK TO STATION GLO 10 WAS USED FOR THIS GPS SURVEY AS
 JM0594'STATION GLO 10 IS NOW BURRIED UNDER THE GRAVEL ROAD.  THE PROPERTY
 JM0594'OWNER ASSURED US THAT IT WAS NOT DESTROYED BUT WOULD HAVE REQUIRED
 JM0594'MORE RECOVERY TIME THAN WE COULD DEVOTE ON THAT DAY.
 JM0594
 JM0594                          STATION RECOVERY (1990)
 JM0594
 JM0594'RECOVERED 1990
 JM0594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0508 ***********************************************************************
 HM0508  DESIGNATION -  GLO 13 RM 1
 HM0508  PID         -  HM0508
 HM0508  STATE/COUNTY-  CO/MONTEZUMA
 HM0508  USGS QUAD   -  ARRIOLA (1994)
 HM0508
 HM0508                         *CURRENT SURVEY CONTROL
 HM0508  ___________________________________________________________________
 HM0508* NAD 83(1992)-  37 24 47.75136(N)    108 39 51.61327(W)     ADJUSTED  
 HM0508* NAVD 88     -      1936.8    (meters)    6354.     (feet)  VERTCON   
 HM0508  ___________________________________________________________________
 HM0508  LAPLACE CORR-           2.78  (seconds)                    DEFLEC99
 HM0508  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 HM0508
 HM0508  HORZ ORDER  -  FIRST
 HM0508
 HM0508.The horizontal coordinates were established by classical geodetic methods
 HM0508.and adjusted by the National Geodetic Survey in January 1993..
 HM0508
 HM0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0508
 HM0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 HM0508
 HM0508.The geoid height was determined by GEOID03.
 HM0508
 HM0508;                    North         East     Units Scale Factor Converg.
 HM0508;SPC CO S     -   392,405.001   634,331.950   MT  0.99997221   -1 56 27.4
 HM0508;SPC CO S     - 1,287,415.41  2,081,137.41   sFT  0.99997221   -1 56 27.4
 HM0508;UTM  12      - 4,143,279.256   706,703.112   MT  1.00012633   +1 25 10.4
 HM0508
 HM0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0508!SPC CO S     -   0.99969923  x   0.99997221  =   0.99967145
 HM0508!UTM  12      -   0.99969923  x   1.00012633  =   0.99982552
 HM0508
 HM0508:                Primary Azimuth Mark                     Grid Az
 HM0508:SPC CO S     -  WINDMILL DERRICK                         145 02 51.8
 HM0508:UTM  12      -  WINDMILL DERRICK                         141 41 14.0
 HM0508
 HM0508|---------------------------------------------------------------------|
 HM0508| PID    Reference Object                     Distance      Geod. Az  |
 HM0508|                                                           dddmmss.s |
 HM0508| CM7303 WINDMILL DERRICK                                   1430624.4 |
 HM0508| HM0507 T37N R17 16W SECS 31 36 SC           13.963 METERS 22609     |
 HM0508| CM6453 GLO 13 RM 2                          19.228 METERS 26236     |
 HM0508|---------------------------------------------------------------------|
 HM0508
 HM0508                          SUPERSEDED SURVEY CONTROL
 HM0508
 HM0508  NAD 83(1986)-  37 24 47.74709(N)    108 39 51.61252(W) AD(       ) 1
 HM0508  NAD 27      -  37 24 47.76900(N)    108 39 49.26700(W) AD(       ) 1
 HM0508  NGVD 29 (12/04/91) 1935.7    (m)         6351.     (f) VERT ANG       
 HM0508
 HM0508.Superseded values are not recommended for survey control.
 HM0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0508.See file dsdata.txt to determine how the superseded data were derived.
 HM0508
 HM0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG0670343279(NAD 83)
 HM0508_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 HM0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0508_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HM0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0508+STABILITY: SURFACE MOTION
 HM0508
 HM0508  HISTORY     - Date     Condition        Report By
 HM0508  HISTORY     - 1934     MONUMENTED       USGLO
 HM0508  HISTORY     - 1963     GOOD             CGS
 HM0508  HISTORY     - 1965     GOOD             USGS
 HM0508
 HM0508                          STATION DESCRIPTION
 HM0508
 HM0508'DESCRIBED BY US GENERAL LAND OFFICE 1934 (EBL)
 HM0508'THE POINT USED AS A TRIANGULATION STATION IS THE R.M. NO. 1
 HM0508'ESTABLISHED BY THE GENERAL LAND OFFICE, REFERENCING STANDARD
 HM0508'CORNER OF SECTIONS 31 AND 36, T 37 N, R 16 AND 17 W, ON THE 9TH
 HM0508'STANDARD PARALLEL NORTH, NEW MEXICO PRINCIPAL MERIDIAN.
 HM0508'
 HM0508'THE STATION IS AT THE SW CORNER OF A FIELD LYING NE OF A
 HM0508'T-INTERSECTION OF ROADS, ONE ROAD LEADING NORTH AND ONE
 HM0508'EAST-AND-WEST.  ABOUT 6-1/2 MILES NNW OF CORTEZ.  REACHED FROM
 HM0508'CORTEZ BY FOLLOWING THE MAIN HIGHWAY TOWARDS DOVE CREEK FOR 7.4
 HM0508'MILES, THEN TURN LEFT AND GO WEST 1.1 MILES TO THE INTERSECTION.
 HM0508'
 HM0508'STATION AND REFERENCE MARKS ARE STANDARD DISCS SET IN CONCRETE,
 HM0508'
 HM0508'HEIGHT OF LIGHT ABOVE STATION MARK--1.2 METERS.
 HM0508
 HM0508                          STATION RECOVERY (1963)
 HM0508
 HM0508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (WTJ)
 HM0508'STATION RECOVERED IN GOOD CONDITION.  NEITHER OF THE REFERENCE
 HM0508'MARKS WERE FOUND, ANGULAR AND DISTANCE MEASUREMENTS PLACE BOTH
 HM0508'OF THEM IN THE ROADWAY AND IT IS BELIEVED THAT THEY HAVE BEEN
 HM0508'DESTROYED.
 HM0508'
 HM0508'THE ORIGINAL DESCRIPTION IS NO LONGER ADEQUATE FOR RECOVERY,
 HM0508'THIS PARTY RECOVERED THE STATION BY FINDING OTHER SECTION
 HM0508'CORNERS AND FOLLOWING SECTION LINES, SO A NEW TO REACH
 HM0508'DESCRIPTION FOLLOWS--
 HM0508'
 HM0508'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 666 AND U.S. HWY.
 HM0508'160 AT THE NW CORNER OF THE CORTEZ HIGH SCHOOL ATHLETIC FIELD IN
 HM0508'CORTEZ, GO NORTHERLY ON U.S. HWY. 160 FOR 5.15 MILES TO T-ROAD
 HM0508'LEFT (W).  TURN LEFT (WEST) AND GO 1.75 MILES TO T-ROAD RIGHT
 HM0508'(N) AND STATION ON THE RIGHT.  THE STATION IS 6.6 FT. NNE OF
 HM0508'FENCE CORNER.  2.5 FT. E OF FENCE.  33.0 FT. E OF THE CENTERLINE
 HM0508'OF N-S ROAD.  33.0 FT. N OF THE CENTERLINE OF E-W ROAD.  A
 HM0508'STANDARD GLO DISK IN 13 IN X 13 IN CONCRETE MONUMENT, STAMPED U
 HM0508'S C AND G S REFERENCE MARK NO 1 1934 1931.
 HM0508
 HM0508                          STATION RECOVERY (1965)
 HM0508
 HM0508'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HM0508'STATION MARK--STANDARD GLO DISK SET IN TOP OF CONCRETE POST, STAMPED
 HM0508'---USC AND GS REFERENCE NO. 1 1934---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0498 ***********************************************************************
 HM0498  DESIGNATION -  GLO 15 RM 1
 HM0498  PID         -  HM0498
 HM0498  STATE/COUNTY-  CO/LA PLATA
 HM0498  USGS QUAD   -  REDMESA (1968)
 HM0498
 HM0498                         *CURRENT SURVEY CONTROL
 HM0498  ___________________________________________________________________
 HM0498* NAD 83(1992)-  37 03 15.73700(N)    108 09 00.35754(W)     ADJUSTED  
 HM0498* NAVD 88     -      1976.     (meters)    6483.     (feet)  SCALED    
 HM0498  ___________________________________________________________________
 HM0498  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 HM0498  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 HM0498
 HM0498  HORZ ORDER  -  SECOND
 HM0498
 HM0498.The horizontal coordinates were established by classical geodetic methods
 HM0498.and adjusted by the National Geodetic Survey in December 1993..
 HM0498
 HM0498.The orthometric height was scaled from a topographic map.
 HM0498
 HM0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 HM0498
 HM0498.The geoid height was determined by GEOID03.
 HM0498
 HM0498;                    North         East     Units Scale Factor Converg.
 HM0498;SPC CO S     -   351,173.721   678,702.955   MT  1.00003730   -1 37 31.8
 HM0498;SPC CO S     - 1,152,142.45  2,226,711.28   sFT  1.00003730   -1 37 31.8
 HM0498;SPC NM W     -   671,561.652   801,826.528   MT  0.99992644   -0 11 27.2
 HM0498;SPC NM W     - 2,203,281.85  2,630,659.20   sFT  0.99992644   -0 11 27.2
 HM0498;UTM  12      - 4,104,703.566   753,421.157   MT  1.00039123   +1 43 05.5
 HM0498
 HM0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0498!SPC CO S     -   0.99969313  x   1.00003730  =   0.99973042
 HM0498!SPC NM W     -   0.99969313  x   0.99992644  =   0.99961959
 HM0498!UTM  12      -   0.99969313  x   1.00039123  =   1.00008424
 HM0498
 HM0498|---------------------------------------------------------------------|
 HM0498| PID    Reference Object                     Distance      Geod. Az  |
 HM0498|                                                           dddmmss.s |
 HM0498| HM0499 T33N R12W SECS 33 34 SC             327.784 METERS 09743     |
 HM0498| CM6456 GLO 15 RM 2                         246.767 METERS 12735     |
 HM0498|---------------------------------------------------------------------|
 HM0498
 HM0498                          SUPERSEDED SURVEY CONTROL
 HM0498
 HM0498  NAD 83(1992)-  37 03 15.73661(N)    108 09 00.35725(W) AD(       ) 2
 HM0498  NAD 83(1986)-  37 03 15.73126(N)    108 09 00.36236(W) AD(       ) 2
 HM0498  NAD 27      -  37 03 15.72800(N)    108 08 58.09500(W) AD(       ) 2
 HM0498
 HM0498.Superseded values are not recommended for survey control.
 HM0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0498.See file dsdata.txt to determine how the superseded data were derived.
 HM0498
 HM0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG5342104704(NAD 83)
 HM0498_MARKER: DD = SURVEY DISK
 HM0498_SETTING: 0 = UNSPECIFIED SETTING
 HM0498
 HM0498  HISTORY     - Date     Condition        Report By
 HM0498  HISTORY     - 1934     MONUMENTED       USGLO
 HM0498  HISTORY     - 1968     GOOD             USGS
 HM0498
 HM0498                          STATION DESCRIPTION
 HM0498
 HM0498'DESCRIBED BY US GENERAL LAND OFFICE 1934 (EBL)
 HM0498'IDENTICAL WITH REFERENCE MARK NO. 1 OF G.L.O. STATION 15.  TO
 HM0498'REACH FROM FARMINGTON, GO WEST ON MAIN HIGHWAY 3.0 MILES TO
 HM0498'ROAD LEADING RIGHT JUST AFTER CROSSING BRIDGE, FOLLOW THIS
 HM0498'ROAD 14.4 MILES TO LA PLATA, N. MEX., CONTINUE ON SAME ROAD
 HM0498'6.2 MILES TO ROAD LEADING RIGHT, TURN RIGHT AND GO 0.7 MILE,
 HM0498'TAKE LEFT FORK AND GO 0.8 MILE.  FROM HERE STATION IS ON LOW
 HM0498'RIDGE TO LEFT (NORTH).  TURN OFF ROAD AND GO 0.1 MILE TO TOP
 HM0498'OF RIDGE AND STATION.  MARKED BY STANDARD GENERAL LAND OFFICE
 HM0498'TABLET IN CONCRETE POST.  G.L.O. STATION 15 IS 1075.40 FEET
 HM0498'FROM STATION S 82 DEG 17 MIN E.  G.L.O.
 HM0498'STATION 15 REFERENCE MARK NO. 2 IS 809.60 FEET FROM STATION
 HM0498'S 52 DEG 25 MIN E.
 HM0498
 HM0498                          STATION RECOVERY (1968)
 HM0498
 HM0498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (EEM)
 HM0498'STATION IS LOCATED ABOUT 30 MILES NNE OF FARMINGTON, NEW MEXICO,
 HM0498'21 MILES SW OF HESPERUS, 3 MILES SE OF RED MESA, AND 5 MILES
 HM0498'NORTH OF THE COLORADO-NEW MEXICO STATE LINE.
 HM0498'
 HM0498'TO REACH THE STATION FROM THE RED MESA GENERAL STORE AND GAS
 HM0498'STATION, GO SOUTH ON STATE HIGHWAY 140 FOR 4.7 MILES TO A
 HM0498'Y-ROAD FORK.  TURN LEFT AND FOLLOW GRAVEL ROAD NE FOR 2.6 MILES
 HM0498'TO A DIM Y-FORK.  TAKE LEFT FORK AND FOLLOW TRACK ROAD NE FOR
 HM0498'0.3 MILES TO A SMALL STOCK POND.  TURN LEFT (NW) ACCROSS COUNTRY
 HM0498'FOR 0.1 MILES TO TOP OF RIDGE AND STATION.
 HM0498'
 HM0498'STATION MARK IS A STANDARD GENERAL LAND OFFICE TABLET SET IN A
 HM0498'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND STAMPED USC AND
 HM0498'GS 1934 REFERENCE NO. 1, 1931.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MQ0481 ***********************************************************************
 MQ0481  CBN         -  This is a Cooperative Base Network Control Station.
 MQ0481  DESIGNATION -  GLO 28 CO UT WY
 MQ0481  PID         -  MQ0481
 MQ0481  STATE/COUNTY-  CO/MOFFAT
 MQ0481  USGS QUAD   -  RED CREEK RANCH (1963)
 MQ0481
 MQ0481                         *CURRENT SURVEY CONTROL
 MQ0481  ___________________________________________________________________
 MQ0481* NAD 83(1992)-  41 00 02.48744(N)    109 03 00.09382(W)     ADJUSTED  
 MQ0481* NAVD 88     -      2562.7    (meters)    8408.     (feet)  GPS OBS   
 MQ0481  ___________________________________________________________________
 MQ0481  X           -  -1,574,021.314 (meters)                     COMP
 MQ0481  Y           -  -4,558,356.779 (meters)                     COMP
 MQ0481  Z           -   4,164,153.128 (meters)                     COMP
 MQ0481  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 MQ0481  ELLIP HEIGHT-        2548.54  (meters)          (10/21/02) GPS OBS
 MQ0481  GEOID HEIGHT-         -14.02  (meters)                     GEOID03
 MQ0481
 MQ0481  HORZ ORDER  -  B
 MQ0481  ELLP ORDER  -  FOURTH    CLASS II
 MQ0481
 MQ0481.The horizontal coordinates were established by GPS observations
 MQ0481.and adjusted by the National Geodetic Survey in May 1992..
 MQ0481
 MQ0481.The orthometric height was determined by GPS observations and a
 MQ0481.high-resolution geoid model.
 MQ0481
 MQ0481.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 MQ0481
 MQ0481.The Laplace correction was computed from DEFLEC99 derived deflections.
 MQ0481
 MQ0481.The ellipsoidal height was determined by GPS observations
 MQ0481.and is referenced to NAD 83.
 MQ0481
 MQ0481.The geoid height was determined by GEOID03.
 MQ0481
 MQ0481;                    North         East     Units Scale Factor Converg.
 MQ0481;SPC CO N     -   495,917.277   615,789.934   MT  1.00004251   -2 17 37.6
 MQ0481;SPC CO N     - 1,627,021.93  2,020,304.14   sFT  1.00004251   -2 17 37.6
 MQ0481;SPC UT N     - 1,077,014.908   706,092.608   MT  0.99996632   +1 36 55.5
 MQ0481;SPC WYWC     -    55,641.155   574,759.077   MT  0.99994534   -0 11 48.6
 MQ0481;UTM  12      - 4,540,665.047   663,998.551   MT  0.99993103   +1 16 46.6
 MQ0481
 MQ0481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MQ0481!SPC CO N     -   0.99960040  x   1.00004251  =   0.99964289
 MQ0481!SPC UT N     -   0.99960040  x   0.99996632  =   0.99956673
 MQ0481!SPC WYWC     -   0.99960040  x   0.99994534  =   0.99954576
 MQ0481!UTM  12      -   0.99960040  x   0.99993103  =   0.99953145
 MQ0481
 MQ0481|---------------------------------------------------------------------|
 MQ0481| PID    Reference Object                     Distance      Geod. Az  |
 MQ0481|                                                           dddmmss.s |
 MQ0481| CP5407 GLO 28 RM 1                          48.968 METERS 01826     |
 MQ0481| CP5408 GLO 28 RM 2                          11.268 METERS 14943     |
 MQ0481| MQ0483 BROWN                               APPROX.20.4 KM 3044858.2 |
 MQ0481|---------------------------------------------------------------------|
 MQ0481
 MQ0481                          SUPERSEDED SURVEY CONTROL
 MQ0481
 MQ0481  ELLIP H (05/26/92) 2548.55   (m)                       GP(       ) 4 1
 MQ0481  NAD 83(1986)-  41 00 02.46792(N)    109 03 00.06708(W) AD(       ) 2
 MQ0481  NAD 27      -  41 00 02.61600(N)    109 02 57.63300(W) AD(       ) 2
 MQ0481  NGVD 29 (07/19/86) 2561.02   (m)         8402.3    (f) LEVELING    3  
 MQ0481
 MQ0481.Superseded values are not recommended for survey control.
 MQ0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MQ0481.See file dsdata.txt to determine how the superseded data were derived.
 MQ0481
 MQ0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL6399940665(NAD 83)
 MQ0481_MARKER: DU = BOUNDARY MARKER
 MQ0481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MQ0481_SP_SET: CONCRETE POST
 MQ0481_STAMPING: UCOLWY WYO UTAH COLO 1931
 MQ0481_MARK LOGO: USGLO 
 MQ0481_MAGNETIC: N = NO MAGNETIC MATERIAL
 MQ0481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MQ0481+STABILITY: SURFACE MOTION
 MQ0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 MQ0481+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2004
 MQ0481
 MQ0481  HISTORY     - Date     Condition        Report By
 MQ0481  HISTORY     - 1931     MONUMENTED       CGS
 MQ0481  HISTORY     - 1931     GOOD             USGLO
 MQ0481  HISTORY     - 19910724 GOOD             NGS
 MQ0481  HISTORY     - 19931023 GOOD             NGS
 MQ0481  HISTORY     - 20040724 GOOD             INDIV
 MQ0481
 MQ0481                          STATION DESCRIPTION
 MQ0481
 MQ0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 MQ0481'IN NW CORNER OF COLORADO, NE CORNER OF UTAH, AND S BOUNDARY
 MQ0481'LINE OF WYOMING.
 MQ0481'
 MQ0481'TO REACH FROM RAILROAD IN ROCK SPRINGS, GO S 5 BLOCKS ON C
 MQ0481'STREET TO PINE STREET, THEN E 1 BLOCK, THEN S 1 BLOCK AND TURN
 MQ0481'LEFT AND FOLLOW MAIN-TRAVELED ROAD E AND SE TO MINE TRESTLE OVER
 MQ0481'ROAD, CONTINUE SE 0.3 MILE, TAKE LEFT FORK OVER BRIDGE AND GO
 MQ0481'3.1 MILES, CONTINUE STRAIGHT AHEAD AND GO 6.9 MILES TO FORK, TAKE
 MQ0481'LEFT FORK UP HILL AND GO 5 MILES TO A MOUNTAIN FUEL COMPANY
 MQ0481'SIGN, HERE TAKE RIGHT FORK AND FOLLOW MAIN-TRAVELED ROAD S 25.4
 MQ0481'MILES, TAKE RIGHT FORK TOWARDS RED CREEK AND GO 3 MILES, TAKE
 MQ0481'LEFT FORK AND GO 1.6 MILES, TAKE RIGHT FORK TOWARDS FRANK
 MQ0481'MEYERS PLACE AND GO 0.9 MILE, TAKE LEFT FORK AND GO 2.6 MILES
 MQ0481'TO CABIN AND CORRALS ON W SIDE OF ROAD, TURN RIGHT UP HILL AND
 MQ0481'GO 2 MILES, TAKE RIGHT FORK AND GO 0.1 MILE TO CABINS, PASS
 MQ0481'BETWEEN CABINS, CROSS WASH AND FOLLOW ROAD SW UP HILL AND GO
 MQ0481'1.5 MILES, LEAVE ROAD AND GO NNW ABOUT 0.2 MILE TO STATION
 MQ0481'SITE.
 MQ0481'
 MQ0481'ORIGINAL MARK WAS IRREGULAR-SHAPED ROCK, WITH LAND DESCRIPTION
 MQ0481'CHISELED ON IT.  IN 1931 THIS ROCK WAS FOUND LYING LOOSE AND
 MQ0481'STATION RE-MARKED BY STANDARD GENERAL LAND OFFICE DISK IN
 MQ0481'CONCRETE.
 MQ0481'
 MQ0481'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN BEDROCK.
 MQ0481'
 MQ0481'REFERENCE MARK NO. 1, IS 48.968 METERS (160.66 FEET) FROM THE
 MQ0481'STATION N 18 DEG 20 MIN E.
 MQ0481'
 MQ0481'REFERENCE MARK NO. 2 IS 11.268 METERS (36.97 FEET) FROM THE
 MQ0481'STATION S 30 DEG 17 MIN E.
 MQ0481
 MQ0481                          STATION RECOVERY (1931)
 MQ0481
 MQ0481'RECOVERY NOTE BY US GENERAL LAND OFFICE 1931
 MQ0481'RECOVERED IN GOOD CONDITION.
 MQ0481
 MQ0481                          STATION RECOVERY (1991)
 MQ0481
 MQ0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 MQ0481'NOTE--LAST 10 KM (6.2 MI) TO STATION INVOLVE STEEP GRADES, CREEK
 MQ0481'CROSSINGS AND MUD HOLES.  WET CONDITIONS MAY PREVENT RETURN TO MAIN
 MQ0481'ROAD DUE TO STEEP GRADES.  FLAGPOLES AT STATION MAKE GOOD LIGHTNING
 MQ0481'RODS.  ALLOW 3 HOURS TO REACH STATION FROM MAYBELL.
 MQ0481'STATION IS LOCATED ABOUT 100 KM (62.1 MI) NORTHWEST OF MAYBELL, AT THE
 MQ0481'COLORADO-WYOMING-UTAH STATE LINE JUNCTION CORNER, IN THE NORTHWEST
 MQ0481'CORNER OF COLORADO SECTION 13, T 12 N, R 104 W. OWNERSHIP--BUREAU OF
 MQ0481'LAND MANAGEMENT.
 MQ0481'TO REACH FROM THE JUNCTION OF US HIGHWAY 40 AND STATE HIGHWAY 318 JUST
 MQ0481'WEST OF MAYBELL, GO NORTHWEST ON HIGHWAY 318 FOR 40.25 MI (64.77 KM)
 MQ0481'TO ITS JUNCTION WITH COUNTY ROAD 10 SOUTH ON THE LEFT.  CONTINUE AHEAD
 MQ0481'FOR 1.55 MI (2.49 KM) TO TOP OF GRADE AND JUNCTION OF COUNTY ROAD 10
 MQ0481'NORTH ON THE RIGHT AT MILEPOST 19.  BEAR RIGHT, NORTH, ON GRAVEL ROAD
 MQ0481'10 NORTH FOR 1.6 MI (2.6 KM) TO ANOTHER ROAD 10 ON THE LEFT.
 MQ0481'CONTINUE AHEAD FOR 15.6 MI (25.1 KM) TO A ROAD LEFT AT TOP OF STEEP
 MQ0481'GRADE. TURN LEFT, WEST, ON COUNTY ROAD 72 FOR 8.1 MI (13.0 KM) TO A
 MQ0481'ROAD LEFT WITH CATTLE GUARD ON TOP OF RISE.  CONTINUE WESTERLY FOR
 MQ0481'0.95 MI (1.53 KM) TO A FORK.  KEEP LEFT ON MAIN ROAD, WEST, FOR 1.15
 MQ0481'MI (1.85 KM) TO A ROAD RIGHT (ROAD 72 TURNS RIGHT) AT SIGN -WIGGINS
 MQ0481'HUNTER CAMP-.  KEEP LEFT, WEST,ON MAIN ROAD FOR 3.05 MI (4.91 KM) TO
 MQ0481'A TRACK ROAD RIGHT AT TOP OF GRADE AND SIGN -WIGGINS HUNTER CAMP-.
 MQ0481'CONTINUE AHEAD ON MAIN ROAD FOR 0.7 MI (1.1 KM) TO A CATTLE GUARD AT
 MQ0481'WILDLIFE BOUNDARY. CONTINUE AHEAD FOR 0.95 MI (1.53 KM) TO ANOTHER
 MQ0481'CATTLE GUARD AT WILDLIFE BOUNDARY.  CONTINUE AHEAD FOR 0.2 MI
 MQ0481'(0.3 KM) TO A CURVE LEFT AND A TRACK ROAD RIGHT LEADING WEST. BEAR
 MQ0481'RIGHT ON TRACK ROAD FOR 0.15 MI (0.24 KM) TO A DIM THREE-WAY FORK IN
 MQ0481'OPEN AREA.  TAKE MIDDLE TRACK ROAD NORTHWEST TOWARDS POND FOR 0.1 MI
 MQ0481'(0.2 KM) TO THE POND DAM ON THE LEFT.  CONTINUE AHEAD, NORTHWEST, ON
 MQ0481'TRACK ROAD IN NARROW VALLEY FOR 0.25 MI (0.40 KM) TO A VERY LARGE
 MQ0481'LUMBER PILE (OLD SAWMILL)ON THE RIGHT.  CONTINUE AHEAD ON TRACK ROAD
 MQ0481'FOR 0.8 MI (1.3 KM) TO A POST ON THE LEFT WITH UTAH STATE LINE SIGN.
 MQ0481'CONTINUE AHEAD GOING DOWN STEEP GRADES FOR 1.75 MI (2.82 KM) TO A
 MQ0481'CREEK.  CROSS CREEK, THEN TURN RIGHT, NORTHEAST, ON TRACK ROAD FOR
 MQ0481'0.3 MI (0.5 KM) TO A FORK.  BEAR RIGHT, NORTHEST, GOING DOWNGRADE AND
 MQ0481'CROSSING CREEK, FOR 0.7 MI (1.1 KM) TO A PIPE CULVERT IN CREEKBED.
 MQ0481'CROSS CREEKBED AND BEAR RIGHT ON TRACK ROAD, NORTHEAST, UPGRADE, FOR
 MQ0481'1.5 MI (2.4 KM) TO A WIRE GATE AT TOP OF RIDGE.  PASS THROUGH GATE,
 MQ0481'NORTH, DOWNGRADE ON BLADED ROAD FOR 1.15 MI (1.85 KM) TO A CROSSROAD
 MQ0481'AT GATE ON THE RIGHT.  CONTINUE NORTH ON TRACK ROAD ALONG WEST SIDE
 MQ0481'OF FENCE FOR 0.1 MI (0.2 KM) TO THE STATION IN THE MIDDLE OF A WOOD
 MQ0481'TRIANGLE-SHAPED FENCE THAT IS ABOUT 25 M (82.0 FT) ON EACH SIDE.
 MQ0481'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST
 MQ0481'PROJECTING 2 CM IN THE CENTER OF A 1.9 M (6.2 FT) TRIANGULAR-SHAPED
 MQ0481'CONCRETE PAD.  IT IS 4.9 M (16.1 FT) NORTHEAST OF THE EAST LEG OF A
 MQ0481'LARGE HISTORICAL SIGN, 3.8 M (12.5 FT) SOUTH OF A FLAGPOLE, 3.9 M
 MQ0481'(12.8 FT) NORTHEAST OF A FLAGPOLE AND 4.6 M (15.1 FT) NORTHWEST OF A
 MQ0481'FLAGPOLE.
 MQ0481'DESCRIBED BY G.R.HEID
 MQ0481
 MQ0481                          STATION RECOVERY (1993)
 MQ0481
 MQ0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (AJL)
 MQ0481'NOTE-1991 DESCRIPTION SHOULD ONLY BE USED IN DRY CONDITIONS.  THE
 MQ0481'FOLLOWING DESCRIPTION ROUTE HAS DEEP RUTS AND SOME WASH OUTS, BUT WAS
 MQ0481'CONSIDERED MORE LOGICAL THAN 1991 (HELICOPTER WOULD BE EVEN BETTER) .
 MQ0481'STATION IS LOCATED ABOUT 70 KM (43.50 MI) SOUTH-SOUTHEAST OF ROCK
 MQ0481'SPRINGS, WYOMING, 100 KM (62.15 MI) NORTHWEST OF MAYBELL, COLORADO, AT
 MQ0481'THE COLORADO-WYOMING-UTAH STATE JUNCTION CORNER. OWNERSHIP--STATES OF
 MQ0481'WYOMING, COLORADO AND UTAH. TO REACH FROM THE UNDERPASS AT THE
 MQ0481'JUNCTION OF INTERSTATE HIGHWAY 80 AND US HIGHWAY 191, EAST FLAMING
 MQ0481'GORGE ROAD, (EXIT 99) ON THE WEST SIDE OF ROCK SPRINGS, GO SOUTH ON US
 MQ0481'HIGHWAY 191 FOR 83.2 KM (51.70 MI) TO THE JUNCTION OF A GRADED ROAD
 MQ0481'LEADING EAST JUST BEFORE REACHING THE UTAH STATE LINE.  TURN LEFT,
 MQ0481'EAST, FOLLOWING MAIN ROAD FOR 24.94 KM (15.50 MI) TO THE JUNCTION OF A
 MQ0481'GRAVEL ROAD LEADING UPHILL AND A BLM WOODEN SIGN ON RIGHT-THREE
 MQ0481'CORNERS 10 MI.  TURN LEFT, NORTHEAST, UP HILL ON GRAVEL ROAD FOR 9.0
 MQ0481'KM (5.60 MI) CROSSING FOUR CATTLE GUARDS TO THE JUNCTION OF A ROAD
 MQ0481'LEADING EAST AND A BLM WOODEN SIGN (FACING SOUTH)-TRI STATE MARKER 4,
 MQ0481'AND ANOTHER WOODEN SIGN-TRI-STATE HISTORICAL SITE.  TURN RIGHT, EAST,
 MQ0481'ON ROAD GOING THROUGH A SMALL ASPEN GROVE FOR 5.55 KM (3.45 MI) TO A
 MQ0481'FORK.  TAKE THE LEFT FORK FOR 0.06 KM (0.05 MI) TO STATION IN THE
 MQ0481'MIDDLE OF A FENCED AREA WITH LARGE HISTORICAL SIGN AND THREE FLAG
 MQ0481'POLES. STATION MARK IS A DISK SET IN THE TOP OF A 30-CM SQUARE
 MQ0481'CONCRETE POST PROJECTING 2 CM IN THE CENTER OF A 1.9 M (6.2 FT)
 MQ0481'TRIANGULAR-SHAPED CONCRETE PAD. IT IS 4.9 M (16.1 FT) NORTHEAST OF THE
 MQ0481'EAST LEG OF A LARGE HISTORICAL SIGN, 3.8 M (12.5 FT) SOUTH OF A
 MQ0481'FLAGPOLE, 3.9 M (12.8 FT) NORTHEAST OF A FLAGPOLE, AND 4.6 M (15.1 FT)
 MQ0481'NORTHWEST OF A FLAGPOLE. DESCRIBED BY J.D. DIMARE
 MQ0481
 MQ0481                          STATION RECOVERY (2004)
 MQ0481
 MQ0481'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (HDM)
 MQ0481'RECOVERED STATION MARK AND BOTH REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0550 ***********************************************************************
 LN0550  DESIGNATION -  GLO 5 RM 1
 LN0550  PID         -  LN0550
 LN0550  STATE/COUNTY-  CO/RIO BLANCO
 LN0550  USGS QUAD   -  RANGELY (1972)
 LN0550
 LN0550                         *CURRENT SURVEY CONTROL
 LN0550  ___________________________________________________________________
 LN0550* NAD 83(1992)-  40 00 22.64022(N)    108 48 04.09030(W)     ADJUSTED  
 LN0550* NAVD 88     -      1869.3    (meters)    6133.     (feet)  VERTCON   
 LN0550  ___________________________________________________________________
 LN0550  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 LN0550  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 LN0550
 LN0550  HORZ ORDER  -  SECOND
 LN0550
 LN0550.The horizontal coordinates were established by classical geodetic methods
 LN0550.and adjusted by the National Geodetic Survey in November 1997..
 LN0550
 LN0550.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0550
 LN0550.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0550
 LN0550.The geoid height was determined by GEOID03.
 LN0550
 LN0550;                    North         East     Units Scale Factor Converg.
 LN0550;SPC CO N     -   384,764.619   632,605.652   MT  0.99996590   -2 07 58.7
 LN0550;SPC CO N     - 1,262,348.59  2,075,473.71   sFT  0.99996590   -2 07 58.7
 LN0550;UTM  12      - 4,430,771.115   687,685.222   MT  1.00003367   +1 24 50.4
 LN0550
 LN0550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0550!SPC CO N     -   0.99970941  x   0.99996590  =   0.99967532
 LN0550!UTM  12      -   0.99970941  x   1.00003367  =   0.99974307
 LN0550
 LN0550|---------------------------------------------------------------------|
 LN0550| PID    Reference Object                     Distance      Geod. Az  |
 LN0550|                                                           dddmmss.s |
 LN0550| CP5413 GLO 5 RM 2                           50.103 METERS 18857     |
 LN0550| LN0549 T1N R102W SECS 35 36 SC              49.976 METERS 20338     |
 LN0550| CP5412 GLO 5 AZ MK                                        2974507.6 |
 LN0550|---------------------------------------------------------------------|
 LN0550
 LN0550                          SUPERSEDED SURVEY CONTROL
 LN0550
 LN0550  NAD 83(1992)-  40 00 22.62714(N)    108 48 04.07498(W) AD(       ) 2
 LN0550  NAD 83(1986)-  40 00 22.62578(N)    108 48 04.07492(W) AD(       ) 2
 LN0550  NAD 27      -  40 00 22.68600(N)    108 48 01.69100(W) AD(       ) 2
 LN0550  NGVD 29 (07/19/86) 1868.1    (m)         6129.     (f) VERT ANG       
 LN0550
 LN0550.Superseded values are not recommended for survey control.
 LN0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0550.See file dsdata.txt to determine how the superseded data were derived.
 LN0550
 LN0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK8768530771(NAD 83)
 LN0550_MARKER: DD = SURVEY DISK
 LN0550_SETTING: 66 = SET IN ROCK OUTCROP
 LN0550
 LN0550  HISTORY     - Date     Condition        Report By
 LN0550  HISTORY     - 1931     MONUMENTED       USGLO
 LN0550  HISTORY     - 1937     GOOD             CGS
 LN0550  HISTORY     - 1961     GOOD             USGS
 LN0550  HISTORY     - 1983     GOOD             LOCENG
 LN0550  HISTORY     - 20060522 GOOD             GEOCAC
 LN0550
 LN0550                          STATION DESCRIPTION
 LN0550
 LN0550'DESCRIBED BY US GENERAL LAND OFFICE 1931 (CIA)
 LN0550'IDENTICAL WITH REFERENCE MARK NO. 1 OF G.L.O. STATION 5 WHICH
 LN0550'IS 49.962 METERS (163.92 FEET) DISTANT S 23 DEG 37 MIN W.
 LN0550
 LN0550                          STATION RECOVERY (1937)
 LN0550
 LN0550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LN0550'ALL MARKS RECOVERED IN GOOD CONDITION.  AZIMUTH MARK ESTABLISHED.
 LN0550'ALL MARKS STANDARD G.L.O. DISKS SAVE AZIMUTH MARK.
 LN0550'
 LN0550'THIS STATION IS ABOUT 19 MILES ENE OF WATSON AND ABOUT 9 MILES
 LN0550'BY ROAD SW OF RANGELY.  IT IS THE STANDARD CORNER OF SECTIONS
 LN0550'35 AND 36 T 1 N, R 102 W, 6TH P.M.  ON THE SIXTH BASE LINE.
 LN0550'THE STATION IS A STANDARD GENERAL LAND OFFICE REFERENCE DISK
 LN0550'(REFERENCE MARK NO. 1) SET IN DRILL HOLE IN OUTCROPPING BEDROCK.
 LN0550'IT IS SET ON A LOW HILL ABOUT 1.5 MILES SE OF THE HIGHWAY KNOWN
 LN0550'LOCALLY AS THE DRAGON CUT-OFF AND 0.4 MILE SE OF A HIGHER HILL
 LN0550'WHERE THE AZIMUTH MARK IS SET.  THE MARK IS ON THE HIGHEST
 LN0550'POINT OF THE HILL WHICH IS ABOUT 1/4 MILE LONG AND 150 FEET
 LN0550'WIDE.  IT IS ABOUT 150 FEET NW OF THE SE SLOPE AT A POINT WHERE
 LN0550'THE HILL STARTS SLOPING OFF TO THE NW.
 LN0550'
 LN0550'REFERENCE MARK NO. 1 IS SSW OF THE STATION AND IS A STANDARD
 LN0550'BRONZE REFERENCE DISK SET IN LARGE BOULDER.  IT IS ABOUT
 LN0550'4 FEET LOWER THAN THE STATION MARK.  GENERAL LAND OFFICE NO. 5
 LN0550'IS A STANDARD STATION MARK BRONZE DISK SET IN A SMALL BOULDER
 LN0550'19- BY 9-INCHES.  IT IS ON THE SW SLOPE OF THE HILL.  IT IS
 LN0550'STAMPED S C, T 1 N, R 102 W, S-35-36, 1931.
 LN0550'
 LN0550'AZIMUTH MARK IS ABOUT 0.4 MILE NW OF THE STATION ON THE SE
 LN0550'EDGE OF THE HILL.  IT IS A STANDARD COAST AND GEODETIC AZIMUTH
 LN0550'MARK SET IN A LARGE SANDSTONE BOULDER.  THIS BOULDER IS ON THE
 LN0550'SE POINT OF THE HILL AND PROJECTS ABOUT 10 FEET ABOVE THE
 LN0550'SURROUNDING HILL.  MARK STAMPED G.L.O.-5 ECC. 1937.
 LN0550'
 LN0550'TO REACH FROM RANGELY GO W FOR 0.6 MILE TO SCHOOLHOUSE, TAKE
 LN0550'LEFT FORK AND TO 0.1 MILE.  HERE TAKE LEFT FORK TOWARD DRAGON
 LN0550'FOR 5.9 MILES TO A POINT WHERE THE ROAD CURVES RIGHT.  THIS
 LN0550'POINT IS 0.45 MILE E OF A RIGHT ANGLED TURN AND ABOUT 100 YARDS
 LN0550'E OF A SMALL ROCK CAIRN.  TURN LEFT OFF THE ROAD AND PICK
 LN0550'UP OLD TRACKS HEADING W.  FOLLOW TRACK ROAD W AND SW FOR 0.6
 LN0550'MILE TO FORK.  TAKE LEFT FORK AND GO 0.8 MILE TO EDGE OF
 LN0550'TIMBER.  FROM HERE GO SE ACROSS SAGEBRUSH FLAT TOWARD THE
 LN0550'HIGHEST HILL VISIBLE.  CLIMB HILL AND GO SE ALONG TOP OF
 LN0550'RIDGE ABOUT 0.4 MILE TO THE NEXT LOW HILL AND STATION.
 LN0550
 LN0550                          STATION RECOVERY (1961)
 LN0550
 LN0550'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LN0550'RECOVERED.
 LN0550
 LN0550                          STATION RECOVERY (1983)
 LN0550
 LN0550'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (SPW)
 LN0550'REFERENCE NO 1 1931 RECOVERED GOOD.  THIS IS THE STATION MARK.
 LN0550'
 LN0550'REFERENCE NO 2 1931 164 FEET BEARS 59 DEG W RECOVERED GOOD.
 LN0550'
 LN0550'SCTINR102W S35536 1931 BEARS S24 DEG W 164 FEET RECOVERED GOOD.
 LN0550
 LN0550                          STATION RECOVERY (2006)
 LN0550
 LN0550'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LN0550'FOUND THE STATION AND REFERENCE MARK NO. 1 IN GOOD CONDITION. DID NOT
 LN0550'SEARCH FOR THE AZIMUTH MARK.  TO REACH FROM RANGELY, CO, GO SOUTH ON
 LN0550'RIO BLANCO COUNTY ROAD 23 FOR ABOUT 5.5 MILES TO RIO BLANCO COUNTY
 LN0550'ROAD 100 LEADING EAST.  TURN LEFT AND GO EASTERLY ON RIO BLANCO COUNTY
 LN0550'ROAD 100 FOR ABOUT 1.0 MILES TO A CATTLE GUARD.  THE STATION IS ABOUT
 LN0550'160 FEET SOUTHWEST OF THE CATTLE GUARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0292 ***********************************************************************
 KM0292  FBN         -  This is a Federal Base Network Control Station.
 KM0292  SACS        -  This is a Secondary Airport Control Station.
 KM0292  DESIGNATION -  GLO 6
 KM0292  PID         -  KM0292
 KM0292  STATE/COUNTY-  CO/MESA
 KM0292  USGS QUAD   -  GRAND JUNCTION (1973)
 KM0292
 KM0292                         *CURRENT SURVEY CONTROL
 KM0292  ___________________________________________________________________
 KM0292* NAD 83(1992)-  39 06 22.72681(N)    108 32 01.43611(W)     ADJUSTED  
 KM0292* NAVD 88     -      1452.86   (meters)    4766.6    (feet)  GPS OBS   
 KM0292  ___________________________________________________________________
 KM0292  X           -  -1,575,648.219 (meters)                     COMP
 KM0292  Y           -  -4,699,918.728 (meters)                     COMP
 KM0292  Z           -   4,002,388.081 (meters)                     COMP
 KM0292  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 KM0292  ELLIP HEIGHT-        1435.87  (meters)          (09/24/02) GPS OBS
 KM0292  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 KM0292
 KM0292  HORZ ORDER  -  B
 KM0292  ELLP ORDER  -  THIRD     CLASS I
 KM0292
 KM0292.This mark is at Walker Field Airport (GJT)
 KM0292
 KM0292.The horizontal coordinates were established by GPS observations
 KM0292.and adjusted by the National Geodetic Survey in May 1992..
 KM0292
 KM0292.The orthometric height was determined by GPS observations and a
 KM0292.high-resolution geoid model.
 KM0292
 KM0292.GPS derived orthometric heights for airport stations designated as
 KM0292.PACS or SACS are published to 2 decimal places.  This maintains
 KM0292.centimeter relative accuracy between the PACS and SACS.  It does
 KM0292.not indicate centimeter accuracy relative to other marks which are
 KM0292.part of the NAVD 88 network.
 KM0292
 KM0292.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KM0292
 KM0292.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0292
 KM0292.The ellipsoidal height was determined by GPS observations
 KM0292.and is referenced to NAD 83.
 KM0292
 KM0292.The geoid height was determined by GEOID03.
 KM0292
 KM0292;                    North         East     Units Scale Factor Converg.
 KM0292;SPC CO C     -   450,491.299   652,059.825   MT  0.99993591   -1 54 48.0
 KM0292;SPC CO C     - 1,477,986.87  2,139,299.61   sFT  0.99993591   -1 54 48.0
 KM0292;UTM  12      - 4,331,470.335   713,252.093   MT  1.00015999   +1 33 22.4
 KM0292
 KM0292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0292!SPC CO C     -   0.99977477  x   0.99993591  =   0.99971070
 KM0292!UTM  12      -   0.99977477  x   1.00015999  =   0.99993472
 KM0292
 KM0292:                Primary Azimuth Mark                     Grid Az
 KM0292:SPC CO C     -  GRAND JCT HOLLY SUGAR CO STK             199 06 31.9
 KM0292:UTM  12      -  GRAND JCT HOLLY SUGAR CO STK             195 38 21.5
 KM0292
 KM0292|---------------------------------------------------------------------|
 KM0292| PID    Reference Object                     Distance      Geod. Az  |
 KM0292|                                                           dddmmss.s |
 KM0292| CM6483 GRAND JCT HOLLY SUGAR CO STK                       1971143.9 |
 KM0292| CM6460 GLO 6 RM 2                           65.072 METERS 21446     |
 KM0292| CM6459 GLO 6 RM 1                           71.598 METERS 28447     |
 KM0292|---------------------------------------------------------------------|
 KM0292
 KM0292                          SUPERSEDED SURVEY CONTROL
 KM0292
 KM0292  ELLIP H (05/26/92) 1435.88   (m)                       GP(       ) 4 1
 KM0292  NAD 83(1986)-  39 06 22.70862(N)    108 32 01.41715(W) AD(       ) 2
 KM0292  NAD 27      -  39 06 22.77700(N)    108 31 59.08200(W) AD(       ) 2
 KM0292  NGVD 29 (05/18/92) 1451.8    (m)         4763.     (f) VERT ANG       
 KM0292
 KM0292.Superseded values are not recommended for survey control.
 KM0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0292.See file dsdata.txt to determine how the superseded data were derived.
 KM0292
 KM0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ1325231470(NAD 83)
 KM0292_MARKER: DD = SURVEY DISK
 KM0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0292_SP_SET: CONCRETE POST
 KM0292_STAMPING: T1N T1S R1W R1E S36 S31 S1 S6 1931 USCGS 1934
 KM0292_MARK LOGO: USGLO 
 KM0292_PROJECTION: RECESSED 5 CENTIMETERS
 KM0292_MAGNETIC: N = NO MAGNETIC MATERIAL
 KM0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0292+STABILITY: SURFACE MOTION
 KM0292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0292+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2006
 KM0292
 KM0292  HISTORY     - Date     Condition        Report By
 KM0292  HISTORY     - 1931     MONUMENTED       USGLO
 KM0292  HISTORY     - 1931     GOOD             USGLO
 KM0292  HISTORY     - 1934     GOOD             CGS
 KM0292  HISTORY     - 1948     GOOD             CGS
 KM0292  HISTORY     - 1958     GOOD             CGS
 KM0292  HISTORY     - 1961     GOOD             USGS
 KM0292  HISTORY     - 1963     GOOD             CGS
 KM0292  HISTORY     - 1973     GOOD             NGS
 KM0292  HISTORY     - 1979     GOOD             NGS
 KM0292  HISTORY     - 19790821 GOOD             NGS
 KM0292  HISTORY     - 19840710 GOOD             NGS
 KM0292  HISTORY     - 19910702 GOOD             NGS
 KM0292  HISTORY     - 19950713 GOOD             CODOT
 KM0292  HISTORY     - 19980108 GOOD             CODOT
 KM0292  HISTORY     - 19990507 GOOD             MSAM
 KM0292  HISTORY     - 19990507 GOOD             NGS
 KM0292  HISTORY     - 20060615 GOOD             GEOCAC
 KM0292
 KM0292                          STATION DESCRIPTION
 KM0292
 KM0292'DESCRIBED BY US GENERAL LAND OFFICE 1931 (CIA)
 KM0292'STATION IS THE INITIAL POINT OF THE UTE PRINCIPAL MERIDIAN
 KM0292'AND BASE LINE AND THE STANDARD CORNER OF SECTIONS 1, 6, 31 AND
 KM0292'36, TOWNSHIPS 1 N AND 1 S, RANGES 1 E AND 1 W, UTE PRINCIPAL
 KM0292'MERIDIAN.
 KM0292'
 KM0292'TO REACH FROM THE POST OFFICE IN GRAND JUNCTION, GO E FOR
 KM0292'8 BLOCKS TO N. 12TH STREET.  THEN GO STRAIGHT N FOR 1.6 MILES.
 KM0292'THEN E 1.0 MILE.  THEN N 1.0 MILE TO THE GRAND JUNCTION MUNICIPAL
 KM0292'AIRPORT.  FROM HALFWAY BETWEEN THE 18TH AND 19TH FENCE POSTS,
 KM0292'SE OF THE SE CORNER OF THE HANGAR, PACE 53 YARDS EASTWARD
 KM0292'DIRECTLY TOWARD THE S EDGE OF THE TOP OF A HIGH BUTTE, THE
 KM0292'TOP OF WHICH SLOPES TO THE NORTH, TO THE STATION.
 KM0292'
 KM0292'SURFACE-STATION MARK AND REFERENCE MARKS ARE STANDARD DISKS
 KM0292'SET IN CONCRETE.
 KM0292
 KM0292                          STATION RECOVERY (1931)
 KM0292
 KM0292'RECOVERY NOTE BY US GENERAL LAND OFFICE 1931
 KM0292'RECOVERED IN GOOD CONDITION.
 KM0292
 KM0292                          STATION RECOVERY (1934)
 KM0292
 KM0292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EBL)
 KM0292'STATION IS THE INITIAL POINT OF THE UTE PRINCIPAL MERIDIAN
 KM0292'AND BASE LINE AND THE STANDARD CORNER OF SECTIONS 1, 6, 31,
 KM0292'AND 36, T 1 N AND 1 S, R 1 E AND 1 W, UTE PRINCIPAL MERIDIAN.
 KM0292'
 KM0292'TO REACH FROM THE POST OFFICE IN GRAND JUNCTION, GO E FOR 8
 KM0292'BLOCKS TO N. 12TH STREET, TURN TO THE RIGHT AND GO NORTH FOR
 KM0292'1.6 MILES, THEN EAST FOR 1.0 MILE, THEN NORTH 1.0 MILE TO THE
 KM0292'GRAND JUNCTION MUNICIPAL AIRPORT.  AT 200 PACES SOUTH OF THE
 KM0292'SOUTHEAST CORNER OF THE HANGAR, PACE 55 PACES EASTWARD TOWARD
 KM0292'THE SOUTH EDGE OF THE TOP OF THE HIGH BUTTE, THE TOP OF WHICH
 KM0292'SLOPES TO THE NORTH, TO THE STATION.
 KM0292'
 KM0292'ALL MARKS RECOVERED IN GOOD CONDITION.
 KM0292
 KM0292                          STATION RECOVERY (1948)
 KM0292
 KM0292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (HJB)
 KM0292'NO DESCRIPTION AT HAND IN THE FIELD.  CONDITION OF MARK EXCELLENT.
 KM0292
 KM0292                          STATION RECOVERY (1958)
 KM0292
 KM0292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV)
 KM0292'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 KM0292'DESCRIPTION ADEQUATE AND CORRECT EXCEPT FOR THE FOLLOWING.  STATION
 KM0292'IS LOCATED IN SOUTH BOUNDARY OF GRAND JUNCTION AIRPORT, 2.0
 KM0292'FEET WEST OF IRON GATE POST IN CENTER OF GRAVEL ROAD AND ABOUT
 KM0292'2 INCHES BELOW SURFACE OF GRAVEL ROAD.
 KM0292'
 KM0292'REFERENCE MARK NO. 1 IS 98.5 FEET NORTH OF AIRPORT BOUNDARY
 KM0292'FENCE, 23.4 FEET WEST CENTERLINE GRAVEL ROAD AND FLUSH WITH
 KM0292'SURFACE OF THE GROUND.
 KM0292'
 KM0292'REFERENCE MARK NO. 2 IS 122.5 FEET WEST CENTERLINE GRAVEL
 KM0292'ROAD, 175.8 FEET SOUTH OF AIRPORT BOUNDARY FENCE AND FLUSH WITH
 KM0292'SURFACE OF GROUND.
 KM0292'
 KM0292'TO REACH STATION FROM INTERSECTION OF 12TH AND MAIN STREETS
 KM0292'IN GRAND JUNCTION GO 1.6 MILES NORTH ON 12TH STREET TO INTERSECTION,
 KM0292'TURN RIGHT GO 1.0 MILES EAST TO T-ROAD NORTH, TURN LEFT
 KM0292'GO 1.0 MILES NORTH TO STATION IN FENCE LINE IN CENTER OF GRAVEL
 KM0292'ROAD.
 KM0292
 KM0292                          STATION RECOVERY (1961)
 KM0292
 KM0292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KM0292'THE OLD AIRPORT BUILDINGS HAVE BEEN REMOVED.
 KM0292'
 KM0292'RECOVERED AND REDESCRIBED AS FOLLOWS
 KM0292'
 KM0292'STATION IS LOCATED IN THE CENTER OF GRAVEL RD. LEADING TO DRAG RACE
 KM0292'STRIP, LOCATED AT SW. CORNER OF WALKER AIRFIELD, DIRECTLY UNDER AN
 KM0292'IRON GATE IN AN E-W. FENCE.
 KM0292'
 KM0292'TO REACH FROM GRAND JUNCTION POST OFFICE, GO E. 8 BLOCKS TO 12TH
 KM0292'STREET, TURN LEFT AND GO N. 1.6 MI. TO F ROAD, THENCE E. 1.0 MI.,
 KM0292'THENCE N. 0.9 MI. TO LOCKED GATE OVER HIGHLINE CANAL, THENCE N. 0.1
 KM0292'MI. TO STATION SITE.
 KM0292'
 KM0292'STATION MARK--STANDARD GENERAL LAND OFFICE SURVEY DISK IN A CONCRETE
 KM0292'POST, ABOUT 4 IN. BELOW THE RD. SURFACE, AND STAMPED ---T 1 N, R 1 W,
 KM0292'R 1 E, S 36, 31, 1, 6, T 1 S---.
 KM0292'
 KM0292'REFERENCE MARK NO. 1--STANDARD GENERAL LAND OFFICE SURVEY DISK IN
 KM0292'A CONCRETE POST, FLUSH WITH GROUND, ABOUT 6 FT. N. OF SMALL OUT
 KM0292'BUILDING.
 KM0292'
 KM0292'REFERENCE MARK NO. 2--STANDARD GENERAL LAND OFFICE DISK IN A
 KM0292'CONCRETE POST, FLUSH WITH GROUND, ABOUT 120 FT. W. OF CENTERLINE OF
 KM0292'RD., ABOUT 180 FT. S. OF FENCE LINE.
 KM0292
 KM0292                          STATION RECOVERY (1963)
 KM0292
 KM0292'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JJC)
 KM0292'THE STATION WAS RECOVERED IN GOOD CONDITION.  A NEW TO REACH
 KM0292'FOLLOWS--
 KM0292'
 KM0292'FROM THE ENTRANCE TO WALKER FIELD AIRPORT TERMINAL BUILDING
 KM0292'GO SOUTHEAST (PASTING SW CORNER OF U.S. WEATHER BUREAU BALLOON
 KM0292'BUILDING) ON A GRAVEL ROAD, THAT FOLLOWS ALONG THE NW SIDE
 KM0292'OF RUNWAY 4-22, FOR 1.0 MILES TO Y-INTERSECTION.  TAKE LEFT
 KM0292'FORK AND GO 0.15 MILES TO DRAG STRIP (ABANDONED RUNWAY).  CROSS
 KM0292'DRAG STRIP AND CONTINUE SOUTHEAST ON DIRT ROAD FOR 0.1 MILE
 KM0292'TO GATE IN FENCE LINE AND STATION.
 KM0292'
 KM0292'THE STATION IS AT THE INTERSECTION OF FENCE LINE AND CENTER
 KM0292'LINE OF ROAD AND ABOUT MIDWAY BETWEEN GATE POSTS.  207.1 FEET
 KM0292'NORTHWEST OF GRAVEL ROAD AND BARBED WIRE FENCE JUNCTION NORTH
 KM0292'OF NORTH EDGE OF INTER-STATE HIGHWAY.  14.45 FEET WEST OF EAST
 KM0292'GATE POST.  10.35 FEET EAST OF WEST GATE POST AND SET 2 INCHES
 KM0292'BELOW THE ROAD.
 KM0292'
 KM0292'THE STATION MARK IS A STANDARD GENERAL LAND OFFICE DISK.
 KM0292
 KM0292                          STATION RECOVERY (1973)
 KM0292
 KM0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (PDC)
 KM0292'STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 KM0292'
 KM0292'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WALKER
 KM0292'FIELD.
 KM0292
 KM0292                          STATION RECOVERY (1979)
 KM0292
 KM0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 KM0292'STATION MARK RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2
 KM0292'WERE NOT FOUND.  REFERENCE MARK 3, 4 AND AN AZIMUTH MARK WERE
 KM0292'ESTABLISHED AT THIS TIME.
 KM0292'
 KM0292'STATION IS LOCATED ON THE GROUNDS OF THE WALKER AIR FIELD ABOUT 2
 KM0292'MILES NORTHEAST OF GRAND JUNCTION, 1.3 MILES SOUTH-SOUTHEAST OF THE
 KM0292'AIRFIELD TOWER, AT THE APPROXIMATE CENTER OF AN OLD GATE IN EAST-WEST
 KM0292'FENCE, 208 FEET NORTH OF INTERSTATE 70 RIGHT-OF-WAY FENCE, 14.3 FEET
 KM0292'WEST OF AN OLD METAL GATE POST, 10.4 FEET EAST OF AN OLD METAL GATE
 KM0292'POST, 2.4 FEET EAST OF A METAL WITNESS POST AND ABOUT 4 INCHES BELOW
 KM0292'THE GROUND.
 KM0292'
 KM0292'STATION IS A STANDARD GENERAL LAND OFFICE DISK, STAMPED---TIN R1W
 KM0292'R1G S36 S31 S16 S36 TIS NSC AND GS 1931 1934--- SET IN THE TOP OF A
 KM0292'SQUARE CONCRETE MONUMENT.
 KM0292'
 KM0292'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK, STAMPED---GLO 6
 KM0292'1931 NO 3 1979--- SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH
 KM0292'WITH THE GROUND, 44 FEET EAST OF OLD GRAVELED ROAD AND 2.2 FEET NORTH
 KM0292'OF THE EAST-WEST FENCE.
 KM0292'
 KM0292'REFERENCE MARK 4 IS A STANDARD REFERENCE MARK DISK, STAMPED---GLO 6
 KM0292'1931 NO 4 1979--- SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 KM0292'PROJECTING ABOUT 4 INCHES, 49.8 NORTH OF THE EAST-WEST FENCE, 24 FEET
 KM0292'WESTOF THE OLD GRAVELED ROAD AND 1.9 FEET SOUTH OF A METAL WITNESS
 KM0292'POST.
 KM0292'
 KM0292'AZIMUTH MARK IS A 3-INCH BRASS DISK, STAMPED---GLO 6 1931 AZ MK
 KM0292'1979, SET IN THE TOP OF A ROUND CONCRETE MONUMENT ABOUT 2 INCHES BELOW
 KM0292'GROUND SURFACE, 200 FEET SOUTHEAST OF THE AIRPORT WIND SOCK POLE,
 KM0292'138 FEET SOUTH OF SOUTH EDGE OF THE MAIN TAXIWAY, 102 FEET NORTH OF
 KM0292'THE NORTH EDGE OF OLD RUNWAY 22, 1.8 FEET WEST OF A METAL WITNESS
 KM0292'POST.
 KM0292'
 KM0292'STATION IS REACHED FROM THE ENTRANCE TO WALKER AIRFIELD AND HORIZON
 KM0292'ROAD.  GO SOUTHEASTERLY ON ROAD FOR 0.05, PAVED ROAD TURNS LEFT AND
 KM0292'GATE STRAIGHT AHEAD, PASS THROUGH THE GATE THENCE RIGHT AND CONTINUE
 KM0292'ON A GRAVELED ROAD, SOUTHEAST AND SOUTH FOR 1.0 MILE TO AN OLD
 KM0292'ABANDONED MACADAMIZED STRIP, CONTINUE STRAIGHT AHEAD ON ROAD FOR 0.1
 KM0292'MILE TO OLD FENCE, GATE AND STATION AS DESCRIBED.
 KM0292'
 KM0292'AZIMUTH MARK IS REACHED FROM THE STATION.  GO NORTHERLY ON GRAVELED
 KM0292'ROAD FOR 0.8 MILE TO POINT WHERE ROAD TURNS LEFT, CONTINUE STRAIGHT
 KM0292'AHEAD, NORTHEASTERLY, ON A TRACK ROAD FOR 0.45 MILE TO THE WIND SOCK
 KM0292'ON LEFT AND MARK ON RIGHT, AS DESCRIBED.
 KM0292
 KM0292                          STATION RECOVERY (1979)
 KM0292
 KM0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 KM0292'STATION MARK RECOVERED IN GOOD CONDITION.  REFERENCE MARKS 1 AND 2
 KM0292'WERE NOT FOUND.  REFERENCE MARK 3, 4 AND AN AZIMUTH MARK WERE
 KM0292'ESTABLISHED AT THIS TIME.  STATION IS LOCATED ON THE GROUNDS OF THE
 KM0292'WALKER AIR FIELD ABOUT 2 MILES (3.2 KM) NORTHEAST OF GRAND JUNCTION,
 KM0292'1.3 MILES (2.1 KM) SOUTH-SOUTHEAST OF THE AIRFIELD TOWER, AT THE
 KM0292'APPROXIMATE CENTER OF AN OLD GATE IN EAST-WEST FENCE.
 KM0292' 
 KM0292'STATION IS A STANDARD GENERAL LAND OFFICE DISK STAMPED--T1N R2W R1E
 KM0292'536 531 536 TIS USCGS 1931 1934--, SET IN THE TOP OF A SQUARE CONCRETE
 KM0292'MONUMENT.  LOCATED 208 FEET (63.4 M) NORTH OF INTERSTATE TO
 KM0292'RIGHT-OF-WAY FENCE, 14.3 FEET (4.4 M) WEST OF AN OLD METAL GATE POST,
 KM0292'10.4 FEET (3.2 M) EAST OF AN OLD METAL GATE POST, 2.4 FEET (0.7 M)
 KM0292'EAST OF A METAL WITNESS POST AND ABOUT 4 INCHES BELOW THE GROUND.
 KM0292' 
 KM0292'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK STAMPED--GLO 6 1931
 KM0292'NO 3 1979--, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 KM0292'THE GROUND, 44 FEET, (13.4 M) EAST OF OLD GRAVELED ROAD AND 2.2 FEET
 KM0292'(0.7 M) NORTH OF THE EAST-WEST FENCE.
 KM0292' 
 KM0292'REFERENCE MARK 4 IS A STANDARD REFERENCE MARK DISK STAMPED--GLO 6 1931
 KM0292'NO 4 1979--, SET IN THE TOP OF A GROUND CONCRETE MONUMENT PROJECTING
 KM0292'ABOUT 4 INCHES, 49.8 NORTH OF THE EAST-WEST FENCE, 24 FEET (7.3 M)
 KM0292'WEST OF THE OLD GRAVELED ROAD AND 1.9 FEET (0.6 M) SOUTH OF A METAL
 KM0292'WITNESS POST.
 KM0292' 
 KM0292'AZIMUTH MARK IS A 3 INCH BRASS DISK STAMPED--GLO 6 1931 AZ MK 1979--,
 KM0292'SET IN THE TOP OF A ROUND CONCRETE MONUMENT ABOUT 2 INCHES BELOW
 KM0292'GROUND SURFACE, 200 FEET (61.0 M) SOUTHEAST OF THE AIRPORT WIND SOCK
 KM0292'POLE, 138 FEET (42.1 M) SOUTH OF SOUTH EDGE OF THE MAIN TAXIWAY, 102
 KM0292'FEET (31.1 M) NORTH OF THE NORTH EDGE OF OLD RUNWAY 22, 1.8 FEET (0.5
 KM0292'M) WEST OF A METAL WITNESS POST.  STATION IS REACHED FROM THE ENTRANCE
 KM0292'TO WALKER AIRFIELD AND HORIZON ROAD.  GO SOUTHEASTELY ON ROAD FOR
 KM0292'0.05, PAVED ROAD TURNS LEFT AND GATE STRAIGHT AHEAD, PASS THROUGH THE
 KM0292'GATE THENCE RIGHT AND CONTINUE ON A GRAVELED ROAD, SOUTHEAST AND SOUTH
 KM0292'FOR 1.0 MILE (1.6 KM) TO AN OLD ABANDONED MACADAMIZED STRIP, CONITNUE
 KM0292'STRAIGHT AHEAD ON ROAD FOR 0.1 MILE (0.2 KM) TO OLD FENCE, GATE AND
 KM0292'STATION AS DESCRIBED.  AZIMUTH MARK IS REACHED FROM THE STATION.  GO
 KM0292'NORTHERLY ON GRAVELED ROAD FOR 0.8 MILE (1.3 KM) TO POINT WHERE ROAD
 KM0292'TURNS LEFT, CONTINUE STRAIGHT AHEAD, NORTHERSTERLY, ON A TRACK ROAD
 KM0292'FOR 0.45 MILE (0.72 KM) TO THE WIND SOCK ON LEFT AND MARK ON RIGHT, AS
 KM0292'DESCRIBED.
 KM0292
 KM0292                          STATION RECOVERY (1984)
 KM0292
 KM0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 KM0292'THE STATION MARK, REFERENCE MARKS 3, 4 AND THE AZIMUTH MARK WERE
 KM0292'RECOVERED IN GOOD CONDITION.  DUE TO CONSTRUCTION IN THE AREA, A NEW
 KM0292'NUMBER 2 AZIMUTH MARK WAS SET AND AFTER OBSERVATIONS, THE OLD AZIMUTH
 KM0292'MARK WAS REMOVED.  A NEW DESCRIPTION IS GIVEN.  THE ANGLES CHECKED THE
 KM0292'1979 DATA, BUT ON THE DISTANCE TO REFERENCE MARK 3 AGREED WITHIN
 KM0292'LIMITS.  THE DISTANCE TO REFERENCE MARK 4 WAS LESS 0.170 M, (0.558 FT)
 KM0292'0.56 FT (17.07 CM) FROM THE 1979 DATA AND THE DISTANCE BETWEEN
 KM0292'REFERENCE MARKS 3 AND 4 WAS LESS 5.102 M, (16.739 FT) 16.74 FT (5.10
 KM0292'M) FROM THE 1979 DATA.  THE AZIMUTH FROM SOUTH COULD NOT BE COMPUTED
 KM0292'AT THIS TIME AS I DID NOT HAVE THE POLARIS DATA WHICH IS IN VOLUME 3
 KM0292'OF G16474.  WORK WAS DONE TO POSITION THE AZIMUTH MARK.
 KM0292' 
 KM0292'THE STATION IS LOCATED IN THE SOUTHERN PART OF WALKER FIELD ABOUT 2
 KM0292'MILES (3.2 KM) NORTHEAST OF GRAND JUNCTION AND 1.3 MILES (2.1 KM)
 KM0292'SOUTH-SOUTHEAST OF THE AIRPORT TOWER.  OWNERSHIP--WALKER FIELD
 KM0292'AIRPORT, MR. MIKE BOGGS, AIRPORT MANAGER, 2828 H ROAD, SUITE 211,
 KM0292'GRAND JUNCTION, CO 81501.  TELEPHONE-303-244-9100.  TO REACH THE
 KM0292'STATION FROM THE TOWER AT WALKER FIELD, GO SOUTH ON PAVED ROAD FOR 0.3
 KM0292'KM (0.20 MI) TO A SIDE ROAD LEFT.  TURN LEFT, EAST, ON PAVE ROAD FOR
 KM0292'0.2 KM (0.10 MI) TO WHERE THE PAVE ROAD TURNS NORTH AND A DIRT ROAD
 KM0292'CONTINUES AHEAD EAST.  CONTINUE AHEAD, EAST, ON DIRT ROAD FOR 45 M
 KM0292'(147.6 FT) TO A SIDE ROAD RIGHT AND A LOCKED GATE.  TURN RIGHT,
 KM0292'PASSING THROUGH THE GATE AND GO SOUTHEAST ON GRAVEL ROAD FOR 0.5 KM
 KM0292'(0.30 MI) TO A FORK, TAKE RIGHT FORK, SOUTH ON GRAVEL ROAD FOR 1.0 KM
 KM0292'(0.60 MI) TO AN OLD RUNWAY-DRAGSTRIP.  CROSS OLD RUNWAY AND CONTINUE
 KM0292'AHEAD ON GRAVEL ROAD FOR 0.2 KM (0.10 MI) TO THE STATION MARK.
 KM0292' 
 KM0292'STATION IS A STANDARD GLO DISK STAMPED--USGS 1931 1934 R I W, R I E, T
 KM0292'I N T I S D 36, S 31, S 1, S 6--, SET INTO THE TOP OF AN IRREGULAR
 KM0292'MASS OF CONCRETE.  18 INCHES, 46 CM IN DIAMETER ON SIDE RECESSED 4
 KM0292'INCHES (10 CM) BELOW THE GROUND.  THE STATION MARK IS IN THE MIDDLE OF
 KM0292'A DIM TRACK ROAD AND IN LINE WITH AN EAST-WEST SECTION LINE FENCE.
 KM0292'LOCATED 54.9 METERS (180.1 FT) NORTHEAST FROM THE NORTHERN
 KM0292'RIGHT-OF-WAY FENCE.  90.8 METERS (297.9 FT) EAST FROM A FENCE CORNER.
 KM0292'4.4 METERS (14.4 FT) WEST FROM THE EASTERN GATE POST OF SECTION LINE
 KM0292'FENCE.  16.5 METERS (54.1 FT) SOUTHEAST FROM A WITNESS POST AND EAST
 KM0292'FROM THE WESTERN GATE POST OF SECTION LINE FENCE.
 KM0292' 
 KM0292'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--GLO 6 1931 NO 3
 KM0292'1979--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (6
 KM0292'CM) IN DIAMETER RECESSED 1 INCH (2 CM) BELOW THE GROUND.  LOCATED
 KM0292'104.6 EAST FROM THE FENCE CORNER.  58.5 METERS (191.9 FT) NORTHEAST
 KM0292'FROM THE NORTHERN RIGHT-OF-WAY FENCE.  23.8 METERS (78.1 FT) SOUTHEAST
 KM0292'FROM A WITNESS POST.  0.6 METER (2.0 FT) NORTH FROM THE SECTION LINE
 KM0292'FENCE AND WITNESS POST AND 1.0 FEET, (0.3 M) 0.3 METER (1.0 FT) HIGHER
 KM0292'THAN THE STATION.
 KM0292' 
 KM0292'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--GLO 6 1931 NO 4
 KM0292'1979.  SET INTO THE TOP OF A ROUND CONCRETE MONUMENT, 12 INCHES (30
 KM0292'CM) IN DIAMETER PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.  LOCATED
 KM0292'70.1 METERS (230.0 FT) NORTH FROM THE NORTHERN RIGHT-OF-WAY FENCE.
 KM0292'15.2 METERS (49.9 FT) NORTH FROM THE SECTION LINE FENCE.  7.3 METERS
 KM0292'(24.0 FT) WEST FROM A DIM TRACK ROAD.  0.6 METER (2.0 FT) SOUTH FROM A
 KM0292'WITNESS POST AND 1.0 FEET, (0.3 M) 0.3 METER (1.0 FT) HIGHER THAN THE
 KM0292'STATION.
 KM0292' 
 KM0292'AZMIUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--GLO 6 1931 NO 2
 KM0292'1984--, SET INTO THE TOP OF A SQUARE MONUMENT 18 INCHES (46 CM) IN
 KM0292'DIAMETER ON SIDE PROJECTING 24 INCHES (61 CM) ABOVE THE GROUND.
 KM0292'LOCATED 47.8 METERS (156.8 FT) SOUTH FROM THE CENTERLINE OF AN
 KM0292'EAST-WEST TAXIWAY.  48.8 METERS (160.1 FT) EAST-NORTHEAST FROM A
 KM0292'WEATHER SERVICE INSTRUMENT PIPE.  8.5 METERS (27.9 FT) SOUTHWEST FROM
 KM0292'THE WINDSOCK.  0.3 METER (1.0 FT) SOUTH FROM THE NORTHERN CORNER OF
 KM0292'THE MONUMENT.  TO REACH THE AZIMUTH MARK FROM THE WALKER FIELD TOWER,
 KM0292'GO SOUTH ON A PAVED ROAD FOR 0.3 KM (0.20 MI) TO A SIDE ROAD LEFT.
 KM0292'TURN LEFT, EAST, ON PAVED ROAD FOR 0.2 KM (0.10 MI) TO A CURVE IN THE
 KM0292'PAVED ROAD AND A DIRT ROAD AHEAD.  CONTINUE STRAIGHT, EAST, FOR 45.7 M
 KM0292'(149.9 FT) TO A LOCKED GATE ON THE RIGHT.  PL88 THROUGH LOCATED GATE
 KM0292'AND GO 0.5 KM (0.30 MI) SOUTHEASTERLY ON A GRAVEL ROAD TO A FORK.
 KM0292'TAKE LEFT FORK NORTH FOR 0.6 KM (0.35 MI) TO THE WINDSOCK AND AZIMUTH
 KM0292'MARK.
 KM0292
 KM0292                          STATION RECOVERY (1991)
 KM0292
 KM0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KM0292'STATION IS LOCATED ABOUT 4 KM (2.5 MI) NORTH-NORTHEAST OF GRAND
 KM0292'JUNCTION, 0.8 KM (0.5 MI) SOUTHEAST OF EXIT 31 OF INTERSTATE HIGHWAY
 KM0292'70, IN THE SOUTH PERIMETER FENCE OF WALKER FIELD AIRPORT, AT THE
 KM0292'JUNCTION OF THE UTE PRINCIPAL MERIDIAN AND THE NORTH-SOUTH BASELINE,
 KM0292'AT THE JUNCTION OF T 1 S, T 1 N, R 1 E, R 1 W.  OWNERSHIP--WALKER
 KM0292'FIELD PUBLIC AIRPORT, MIKE SUTHERLAND, MANAGER.  PHONE IS
 KM0292'303-244-9100.
 KM0292'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 70 AND HORIZON DRIVE
 KM0292'(EXIT 31) ON THE NORTHEAST SIDE OF GRAND JUNCTION, GO SOUTHEAST ON
 KM0292'HIGHWAY 70 FOR 0.6 MI (1.0 KM) TO A DIM MEDIAN CROSSOVER.  TURN LEFT,
 KM0292'CROSSING WESTBOUND LANES, FOR 0.05 MI (0.08 KM) TO THE RIGHT-OF-WAY
 KM0292'FENCE.  TURN LEFT, NORTHWEST, ALONG FENCE FOR 0.05 MI (0.08 KM) TO
 KM0292'THE END OF TRUCK TRAVEL AT LARGE FOOD-GAS-LODGING SIGN.  CROSS FENCE
 KM0292'AND GO NORTH FOR 178 FT (54.3 M) TO THE STATION IN A FENCE GAP.
 KM0292'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST 5 CM
 KM0292'BELOW GROUND.  IT IS 0.6 M (2.0 FT) SOUTHWEST OF A FIBERGLASS WITNESS
 KM0292'POST, 3.2 M (10.5 FT) EAST OF A BRACED ANGLE-IRON FENCE POST, 4.4 M
 KM0292'(14.4 FT) WEST OF A BRACED ANGLE-IRON FENCE POST, 54.4 M (178.5 FT)
 KM0292'NORTHEAST OF THE HIGHWAY RIGHT-OF-WAY FENCE AND ON LINE WITH THE TWO
 KM0292'LEGS OF THE LARGE HIGHWAY SIGN.
 KM0292'DESCRIBED BY G.R.HEID
 KM0292
 KM0292                          STATION RECOVERY (1995)
 KM0292
 KM0292'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (LJ)
 KM0292'RECOVERED AS DESCRIBED.
 KM0292
 KM0292                          STATION RECOVERY (1998)
 KM0292
 KM0292'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (RSC)
 KM0292'RECOVERED AS DESCRIBED.
 KM0292
 KM0292                          STATION RECOVERY (1999)
 KM0292
 KM0292'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 KM0292'RECOVERED AS DESCRIBED.  THIS STATION IS DESIGNATED AS A SECONDARY
 KM0292'AIRPORT CONTROL STATION.
 KM0292
 KM0292                          STATION RECOVERY (1999)
 KM0292
 KM0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 KM0292'RECOVERED AS DESCRIBED.
 KM0292'
 KM0292
 KM0292                          STATION RECOVERY (2006)
 KM0292
 KM0292'RECOVERY NOTE BY GEOCACHING 2006 (CB)
 KM0292'GEOCAC FIRST REPORT.
 KM0292'MARK RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0442 ***********************************************************************
 JM0442  DESIGNATION -  GLO 8 RM 1
 JM0442  PID         -  JM0442
 JM0442  STATE/COUNTY-  CO/MESA
 JM0442  USGS QUAD   -  PINE MOUNTAIN (1960)
 JM0442
 JM0442                         *CURRENT SURVEY CONTROL
 JM0442  ___________________________________________________________________
 JM0442* NAD 83(1992)-  38 41 46.68626(N)    108 45 13.50373(W)     ADJUSTED  
 JM0442* NAVD 88     -      2810.1    (meters)    9219.     (feet)  VERTCON   
 JM0442  ___________________________________________________________________
 JM0442  LAPLACE CORR-           9.64  (seconds)                    DEFLEC99
 JM0442  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 JM0442
 JM0442  HORZ ORDER  -  FIRST
 JM0442  VERT ORDER  -  THIRD ? (See Below)
 JM0442
 JM0442.The horizontal coordinates were established by classical geodetic methods
 JM0442.and adjusted by the National Geodetic Survey in November 1997..
 JM0442
 JM0442.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0442.The vertical order pertains to the NGVD 29 superseded value.
 JM0442
 JM0442.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0442
 JM0442.The geoid height was determined by GEOID03.
 JM0442
 JM0442;                    North         East     Units Scale Factor Converg.
 JM0442;SPC CO C     -   405,664.599   631,411.769   MT  0.99996071   -2 03 07.6
 JM0442;SPC CO C     - 1,330,917.94  2,071,556.78   sFT  0.99996071   -2 03 07.6
 JM0442;UTM  12      - 4,285,470.426   695,346.422   MT  1.00006994   +1 24 17.2
 JM0442
 JM0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0442!SPC CO C     -   0.99956195  x   0.99996071  =   0.99952268
 JM0442!UTM  12      -   0.99956195  x   1.00006994  =   0.99963186
 JM0442
 JM0442:                Primary Azimuth Mark                     Grid Az
 JM0442:SPC CO C     -  T15S R102W SEC 35 1/4 COR SOUTH          284 39 59.1
 JM0442:UTM  12      -  T15S R102W SEC 35 1/4 COR SOUTH          281 12 34.3
 JM0442
 JM0442|---------------------------------------------------------------------|
 JM0442| PID    Reference Object                     Distance      Geod. Az  |
 JM0442|                                                           dddmmss.s |
 JM0442| JM0441 T15S R102W SEC 35 1/4 COR SOUTH     APPROX. 0.6 KM 2823651.5 |
 JM0442| CM6463 GLO 8 RM 2                          APPROX. 0.7 KM 3063029.4 |
 JM0442|---------------------------------------------------------------------|
 JM0442
 JM0442                          SUPERSEDED SURVEY CONTROL
 JM0442
 JM0442  NAD 83(1992)-  38 41 46.68134(N)    108 45 13.50828(W) AD(       ) 1
 JM0442  NAD 83(1986)-  38 41 46.67909(N)    108 45 13.49819(W) AD(       ) 1
 JM0442  NAD 27      -  38 41 46.73600(N)    108 45 11.13400(W) AD(       ) 1
 JM0442  NGVD 29 (07/19/86) 2808.6    (m)         9215.     (f) LEVELING    3  
 JM0442
 JM0442.Superseded values are not recommended for survey control.
 JM0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0442.See file dsdata.txt to determine how the superseded data were derived.
 JM0442
 JM0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH9534685470(NAD 83)
 JM0442_MARKER: DS = TRIANGULATION STATION DISK
 JM0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0442+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2005
 JM0442
 JM0442  HISTORY     - Date     Condition        Report By
 JM0442  HISTORY     - 1934     MONUMENTED       CGS
 JM0442  HISTORY     - 1947     GOOD             USGS
 JM0442  HISTORY     - 20050530 GOOD             GEOCAC
 JM0442
 JM0442                          STATION DESCRIPTION
 JM0442
 JM0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 JM0442'THIS STATION IS LOCATED ON THE THIRD STANDARD PARALLEL SOUTH,
 JM0442'THE STANDARD 1/4 SECTION COR. OF SEC. 35, T 15 S, R 102 W, 6TH
 JM0442'P.M.  THE ECCENTRIC STATION IS REFERENCE MARK NO. 1, APPROXIMATELY
 JM0442'650 METERS (2133 FEET) S 76 DEG E, ON TOP OF A SPUR WHICH SLOPES
 JM0442'N FROM WOLF HILL.
 JM0442'
 JM0442'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN CONCRETE.
 JM0442'
 JM0442'REFERENCE MARKS NO. 2 IS ABOUT 300 METERS N OF THE STANDARD
 JM0442'CORNER.
 JM0442'
 JM0442'REFERENCE MARKS AND STANDARD CORNERS SET BY THE GOVERNMENT LAND
 JM0442'OFFICE IN 1931, WERE STAMPED ADDITIONALLY, U.S.C. AND G.S. 1934.
 JM0442'
 JM0442'TO REACH THE ECC. STATION FROM GRAND JUNCTION, COLORADO,
 JM0442'FOLLOW HIGHWAY 50 SE FOR 10 MILES TO WHITEWATER, THEN TURN S
 JM0442'CROSSING RIVER AND TRAVEL 1.4 MILES AND TAKE THE ROAD TO THE
 JM0442'LEFT UP HILL, CONTINUE ON THIS MAIN-TRAVELED ROAD FOR 13.0 MILES,
 JM0442'TURN LEFT OVER CATTLE GUARD AND ONTO THE MESA CONTINUING ON
 JM0442'MAIN HIGHWAY TRAVELING 9.2 MILES KEEP STRAIGHT AHEAD TRAVELING
 JM0442'5.3 MILES, TURN RIGHT, GO 0.3 MILE AND TURN LEFT ONTO TRAIL,
 JM0442'AT 2.6 MILES PASS THROUGH GATE AND KEEP LEFT, GO 0.5 MILE
 JM0442'FURTHER, TURN HARD RIGHT, KEEPING ALONG S SIDE OF FENCE, GO
 JM0442'0.8 MILE TO THE END OF TRUCK TRAVEL.  THE ECC. STATION IS
 JM0442'ABOUT DUE N ON THE SPUR ABOVE MENTIONED, 15 MINUTES PACK.
 JM0442
 JM0442                          STATION RECOVERY (1947)
 JM0442
 JM0442'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947 (LMS)
 JM0442'FOUND AS DESCRIBED.
 JM0442'
 JM0442'STATION MARK--STANDARD DISK, SET IN CONCRETE.
 JM0442
 JM0442                          STATION RECOVERY (2005)
 JM0442
 JM0442'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 JM0442'NEW TO REACH, FROM WHITEWATER FOLLOW STATE HIWAY 141 SW 14.1 MILES TO
 JM0442'DIVIDE ROAD. DIVIDE ROAD 15.3 MILES TO URANIUM ROAD TURN WEST FOR 2.9
 JM0442'MILES TO THE RIM TRAIL. TURN WEST AGAIN FOR 2.1 MILES. PARK JUST
 JM0442'THROUGH GATE IN DRIFT FENCE PACK NNE TO STATION ON TOP OF WOLF HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0399 ***********************************************************************
 JM0399  DESIGNATION -  GLO 9 RM 2
 JM0399  PID         -  JM0399
 JM0399  STATE/COUNTY-  CO/MONTROSE
 JM0399  USGS QUAD   -  WINDY POINT (1994)
 JM0399
 JM0399                         *CURRENT SURVEY CONTROL
 JM0399  ___________________________________________________________________
 JM0399* NAD 83(1992)-  38 27 35.16335(N)    108 32 28.87634(W)     ADJUSTED  
 JM0399* NAVD 88     -      2842.     (meters)    9324.     (feet)  SCALED    
 JM0399  ___________________________________________________________________
 JM0399  LAPLACE CORR-           8.82  (seconds)                    DEFLEC99
 JM0399  GEOID HEIGHT-         -17.28  (meters)                     GEOID03
 JM0399
 JM0399  HORZ ORDER  -  SECOND
 JM0399
 JM0399.The horizontal coordinates were established by classical geodetic methods
 JM0399.and adjusted by the National Geodetic Survey in November 1997..
 JM0399
 JM0399.The orthometric height was scaled from a topographic map.
 JM0399
 JM0399.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0399
 JM0399.The geoid height was determined by GEOID03.
 JM0399
 JM0399;                    North         East     Units Scale Factor Converg.
 JM0399;SPC CO S     -   508,134.253   648,994.139   MT  1.00000493   -1 51 55.8
 JM0399;SPC CO S     - 1,667,103.80  2,129,241.60   sFT  1.00000493   -1 51 55.8
 JM0399;SPC CO C     -   378,782.800   648,998.638   MT  0.99999809   -1 55 05.3
 JM0399;SPC CO C     - 1,242,723.24  2,129,256.36   sFT  0.99999809   -1 55 05.3
 JM0399;UTM  12      - 4,259,692.925   714,522.907   MT  1.00016677   +1 31 47.2
 JM0399
 JM0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0399!SPC CO S     -   0.99955691  x   1.00000493  =   0.99956183
 JM0399!SPC CO C     -   0.99955691  x   0.99999809  =   0.99955500
 JM0399!UTM  12      -   0.99955691  x   1.00016677  =   0.99972360
 JM0399
 JM0399|---------------------------------------------------------------------|
 JM0399| PID    Reference Object                     Distance      Geod. Az  |
 JM0399|                                                           dddmmss.s |
 JM0399| CM6464 GLO 9 RM 1                           68.844 METERS 10602     |
 JM0399| JM0398 T48N R15W SECS 5 6 CC                64.520 METERS 11858     |
 JM0399| JM0415 SUMMIT                              APPROX.64.1 KM 2182313.6 |
 JM0399|---------------------------------------------------------------------|
 JM0399
 JM0399                          SUPERSEDED SURVEY CONTROL
 JM0399
 JM0399  NAD 83(1992)-  38 27 35.16010(N)    108 32 28.88068(W) AD(       ) 2
 JM0399  NAD 83(1986)-  38 27 35.15508(N)    108 32 28.87626(W) AD(       ) 2
 JM0399  NAD 27      -  38 27 35.19700(N)    108 32 26.54700(W) AD(       ) 2
 JM0399
 JM0399.Superseded values are not recommended for survey control.
 JM0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0399.See file dsdata.txt to determine how the superseded data were derived.
 JM0399
 JM0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH1452359693(NAD 83)
 JM0399_MARKER: DD = SURVEY DISK
 JM0399_SETTING: 0 = UNSPECIFIED SETTING
 JM0399
 JM0399  HISTORY     - Date     Condition        Report By
 JM0399  HISTORY     - 1934     MONUMENTED       CGS
 JM0399  HISTORY     - 1966     GOOD             USFS
 JM0399
 JM0399                          STATION DESCRIPTION
 JM0399
 JM0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 JM0399'POINT LOCATED BY TRIANGULATION IS REFERENCE MARK NO. 2 OF THE
 JM0399'CLOSING CORNER OF SEC. 5 AND 6 ACCORDING TO THE G.L.O. DESCRIPTION,
 JM0399'T 48 N, R 15 W, ON 12TH STD. PARALLEL N., BUT IS STAMPED
 JM0399'T49.  STATION IS LOCATED ON A SMALL LEVEL BENCH ABOUT 20 YARDS
 JM0399'WIDE ON THE S SLOPE OF THE HIGH RIDGE E OF MONUMENT HILL.  STATION
 JM0399'IS APPROXIMATELY 1/4 MILE ALMOST DUE W OF WINDY POINT WHICH
 JM0399'IS WHERE THE ROAD FIRST COMES OVER THE HILL AND RUNS AROUND
 JM0399'SIDE HILL TO WESTWARD AND 6 MILES SE OF MONUMENT HILL.  STATION
 JM0399'IS ABOUT 200 YARDS S OF ROAD AND ABOUT 100 FEET LOWER AND
 JM0399'IS 75 YARDS NW OF THE WESTERN EDGE OF THE LARGE CLUMP OF
 JM0399'ASPEN IN THE VICINITY.
 JM0399'
 JM0399'STANDARD CORNER AND REFERENCE MARK NO. 2 SET IN CONCRETE,
 JM0399'REFERENCE MARK NO. 1 IS SET IN A ROCK.  G.L.O. TABLETS SET
 JM0399'IN 1931.  STATION OCCUPIED, BUT MARKS NOT STAMPED USC AND GS
 JM0399'(1934).
 JM0399'
 JM0399'REACHED FROM MONTROSE BY FOLLOWING HIGHWAY 90 W PAST THE
 JM0399'SELESCA RANGER STATION, 20.9 MILES, CONTINUE ON ROAD 4.7 MILES AND
 JM0399'BEAR TO LEFT PER SIGN DELTA, GO 4.5 MILES TO T-INTERSECTION
 JM0399'WITH GRADED ROAD AND TURN RIGHT ON GRADED ROAD, GO 0.9 MILE
 JM0399'TO ANOTHER T-INTERSECTION, TURN LEFT AT THIS INTERSECTION
 JM0399'AND GO 10.3 MILES TO WINDY POINT, CONTINUE 0.2 MILE TO AN
 JM0399'EDGE OF CLUMP OF ASPEN, GO AFOOT S ALONG W EDGE OF CLUMP TO
 JM0399'BENCH MENTIONED ABOVE.
 JM0399
 JM0399                          STATION RECOVERY (1966)
 JM0399
 JM0399'RECOVERY NOTE BY US FOREST SERVICE 1966
 JM0399'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0520 ***********************************************************************
 HL0520  DESIGNATION -  GLORY
 HL0520  PID         -  HL0520
 HL0520  STATE/COUNTY-  CO/ARCHULETA
 HL0520  USGS QUAD   -  EDITH (1984)
 HL0520
 HL0520                         *CURRENT SURVEY CONTROL
 HL0520  ___________________________________________________________________
 HL0520* NAD 83(1992)-  37 06 27.28868(N)    106 56 33.91983(W)     ADJUSTED  
 HL0520* NAVD 88     -      2597.1    (meters)    8521.     (feet)  VERTCON   
 HL0520  ___________________________________________________________________
 HL0520  LAPLACE CORR-           8.95  (seconds)                    DEFLEC99
 HL0520  GEOID HEIGHT-         -17.58  (meters)                     GEOID03
 HL0520
 HL0520  HORZ ORDER  -  THIRD
 HL0520
 HL0520.The horizontal coordinates were established by classical geodetic methods
 HL0520.and adjusted by the National Geodetic Survey in December 1993..
 HL0520
 HL0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0520
 HL0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0520
 HL0520.The geoid height was determined by GEOID03.
 HL0520
 HL0520;                    North         East     Units Scale Factor Converg.
 HL0520;SPC CO S     -   354,725.666   786,162.769   MT  1.00002520   -0 53 05.8
 HL0520;SPC CO S     - 1,163,795.79  2,579,269.02   sFT  1.00002520   -0 53 05.8
 HL0520;UTM  13      - 4,108,572.757   327,376.007   MT  0.99996710   -1 10 20.6
 HL0520
 HL0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0520!SPC CO S     -   0.99959537  x   1.00002520  =   0.99962056
 HL0520!UTM  13      -   0.99959537  x   0.99996710  =   0.99956248
 HL0520
 HL0520:                Primary Azimuth Mark                     Grid Az
 HL0520:SPC CO S     -  BEAR                                     018 16 03.8
 HL0520:UTM  13      -  BEAR                                     018 33 18.6
 HL0520
 HL0520|---------------------------------------------------------------------|
 HL0520| PID    Reference Object                     Distance      Geod. Az  |
 HL0520|                                                           dddmmss.s |
 HL0520| HL0526 BEAR                                APPROX. 5.8 KM 0172258.0 |
 HL0520|---------------------------------------------------------------------|
 HL0520
 HL0520                          SUPERSEDED SURVEY CONTROL
 HL0520
 HL0520  NAD 83(1992)-  37 06 27.28884(N)    106 56 33.91986(W) AD(       ) 3
 HL0520  NAD 83(1986)-  37 06 27.28772(N)    106 56 33.92309(W) AD(       ) 3
 HL0520  NAD 27      -  37 06 27.25889(N)    106 56 31.79136(W) AD(       ) 3
 HL0520  NGVD 29 (07/19/86) 2595.7    (m)         8516.     (f) VERT ANG       
 HL0520
 HL0520.Superseded values are not recommended for survey control.
 HL0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0520.See file dsdata.txt to determine how the superseded data were derived.
 HL0520
 HL0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB2737608573(NAD 83)
 HL0520_MARKER: DD = SURVEY DISK
 HL0520_SETTING: 66 = SET IN ROCK OUTCROP
 HL0520_SP_SET: SET IN ROCK OUTCROP
 HL0520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0520+STABILITY: POSITION/ELEVATION WELL
 HL0520
 HL0520  HISTORY     - Date     Condition        Report By
 HL0520  HISTORY     - 1946     MONUMENTED       USGS
 HL0520  HISTORY     - 1954     GOOD             USGS
 HL0520
 HL0520                          STATION DESCRIPTION
 HL0520
 HL0520'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 HL0520'STATION IS LOCATED 6 MI. W. AND 5 MI. N. OF THE SETTLEMENT OF
 HL0520'CHROMO, ON N. END OF KLUTTER MTN. AND NEAR GLORY PARK, IN SW. 1/4
 HL0520'SEC. 10, T 33 N, R 1 W.
 HL0520
 HL0520                          STATION RECOVERY (1954)
 HL0520
 HL0520'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (ALV)
 HL0520'STATION RECOVERED IN GOOD CONDITION.
 HL0520'
 HL0520'STATION MARK--STANDARD TABLET, SET IN ROCK, STAMPED ---GLORY 1946---.
 HL0520'
 HL0520'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0521 ***********************************************************************
 LN0521  DESIGNATION -  GNAT
 LN0521  PID         -  LN0521
 LN0521  STATE/COUNTY-  CO/MOFFAT
 LN0521  USGS QUAD   -  MAYBELL (1986)
 LN0521
 LN0521                         *CURRENT SURVEY CONTROL
 LN0521  ___________________________________________________________________
 LN0521* NAD 83(1992)-  40 30 28.19314(N)    108 00 48.13408(W)     ADJUSTED  
 LN0521* NAVD 88     -      1915.0    (meters)    6283.     (feet)  VERTCON   
 LN0521  ___________________________________________________________________
 LN0521  LAPLACE CORR-           6.24  (seconds)                    DEFLEC99
 LN0521  GEOID HEIGHT-         -15.79  (meters)                     GEOID03
 LN0521
 LN0521  HORZ ORDER  -  THIRD
 LN0521
 LN0521.The horizontal coordinates were established by classical geodetic methods
 LN0521.and adjusted by the National Geodetic Survey in January 1997..
 LN0521
 LN0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0521
 LN0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0521
 LN0521.The geoid height was determined by GEOID03.
 LN0521
 LN0521;                    North         East     Units Scale Factor Converg.
 LN0521;SPC CO N     -   438,226.275   701,409.378   MT  0.99996689   -1 37 26.3
 LN0521;SPC CO N     - 1,437,747.37  2,301,207.27   sFT  0.99996689   -1 37 26.3
 LN0521;UTM  12      - 4,488,410.246   753,057.311   MT  1.00038833   +1 56 27.6
 LN0521;UTM  13      - 4,488,487.389   244,676.581   MT  1.00040251   -1 57 30.2
 LN0521
 LN0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0521!SPC CO N     -   0.99970217  x   0.99996689  =   0.99966907
 LN0521!UTM  12      -   0.99970217  x   1.00038833  =   1.00009038
 LN0521!UTM  13      -   0.99970217  x   1.00040251  =   1.00010456
 LN0521
 LN0521                          SUPERSEDED SURVEY CONTROL
 LN0521
 LN0521  NAD 83(1992)-  40 30 28.19318(N)    108 00 48.13406(W) AD(       ) 3
 LN0521  NAD 83(1986)-  40 30 28.18868(N)    108 00 48.12717(W) AD(       ) 3
 LN0521  NAD 27      -  40 30 28.29971(N)    108 00 45.83460(W) AD(       ) 3
 LN0521  NGVD 29 (07/19/86) 1913.7    (m)         6279.     (f) VERT ANG       
 LN0521
 LN0521.Superseded values are not recommended for survey control.
 LN0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0521.See file dsdata.txt to determine how the superseded data were derived.
 LN0521
 LN0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK5305788410(NAD 83)
 LN0521_MARKER: W = UNMONUMENTED
 LN0521_SETTING: 0 = UNSPECIFIED SETTING
 LN0521
 LN0521  HISTORY     - Date     Condition        Report By
 LN0521  HISTORY     - 1955     MONUMENTED       USGS
 LN0521
 LN0521                          STATION DESCRIPTION
 LN0521
 LN0521'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LN0521'ABANDONED DUE TO MONUMENTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0446 ***********************************************************************
 KM0446  DESIGNATION -  GNAT
 KM0446  PID         -  KM0446
 KM0446  STATE/COUNTY-  CO/MESA
 KM0446  USGS QUAD   -  MESA (1955)
 KM0446
 KM0446                         *CURRENT SURVEY CONTROL
 KM0446  ___________________________________________________________________
 KM0446* NAD 83(1992)-  39 14 22.65829(N)    108 12 50.74799(W)     ADJUSTED  
 KM0446* NAVD 88     -      1839.3    (meters)    6034.     (feet)  VERTCON   
 KM0446  ___________________________________________________________________
 KM0446  LAPLACE CORR-           3.54  (seconds)                    DEFLEC99
 KM0446  GEOID HEIGHT-         -16.34  (meters)                     GEOID03
 KM0446
 KM0446  HORZ ORDER  -  THIRD
 KM0446
 KM0446.The horizontal coordinates were established by classical geodetic methods
 KM0446.and adjusted by the National Geodetic Survey in January 1993..
 KM0446
 KM0446.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0446
 KM0446.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0446
 KM0446.The geoid height was determined by GEOID03.
 KM0446
 KM0446;                    North         East     Units Scale Factor Converg.
 KM0446;SPC CO C     -   464,409.731   680,133.683   MT  0.99993883   -1 42 42.3
 KM0446;SPC CO C     - 1,523,650.93  2,231,405.26   sFT  0.99993883   -1 42 42.3
 KM0446;UTM  12      - 4,347,068.086   740,439.568   MT  1.00031188   +1 45 47.2
 KM0446
 KM0446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0446!SPC CO C     -   0.99971408  x   0.99993883  =   0.99965293
 KM0446!UTM  12      -   0.99971408  x   1.00031188  =   1.00002587
 KM0446
 KM0446                          SUPERSEDED SURVEY CONTROL
 KM0446
 KM0446  NAD 83(1986)-  39 14 22.65447(N)    108 12 50.73767(W) AD(       ) 3
 KM0446  NGVD 29 (05/18/92) 1838.2    (m)         6031.     (f) VERT ANG       
 KM0446
 KM0446.Superseded values are not recommended for survey control.
 KM0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0446.See file dsdata.txt to determine how the superseded data were derived.
 KM0446
 KM0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ4044047068(NAD 83)
 KM0446_MARKER: DD = SURVEY DISK
 KM0446_SETTING: 66 = SET IN ROCK OUTCROP
 KM0446_SP_SET: SET IN ROCK OUTCROP
 KM0446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0446+STABILITY: POSITION/ELEVATION WELL
 KM0446
 KM0446  HISTORY     - Date     Condition        Report By
 KM0446  HISTORY     - 1953     MONUMENTED       USGS
 KM0446
 KM0446                          STATION DESCRIPTION
 KM0446
 KM0446'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 KM0446'STATION LOCATED ABOUT 6 MI. N. AND 4 MI. W. OF MESA, COLORADO, ON
 KM0446'THE EASTERN EDGE OF A MESA SLOPING DOWN IN A NW. DIRECTION.  STATION
 KM0446'IS ABOUT 300 FT. SW. OF HIGHEST POINT OF MESA.
 KM0446'
 KM0446'TO REACH STATION FROM MESA POST OFFICE, PROCEED N. ON STATE HIGHWAY
 KM0446'65 1.8 MI. TO JUNCTION WITH STATE HIGHWAY 330, CONTINUE ON HIGHWAY
 KM0446'65 0.3 MI. TO JUNCTION WITH DIRT RD. RIGHT, TURN RIGHT AND PROCEED
 KM0446'ON DIRT RD. IN A NW. DIRECTION 4.9 MI. TO A DIRT RD. LEFT, TURN LEFT
 KM0446'AND FOLLOW THIS RD. 1.6 MI. TO A RD. FORK, TAKE RIGHT FORK AND PROCEED
 KM0446'0.9 MI. TO A RD. RIGHT (N.), TURN RIGHT AND FOLLOW WINDING RD. THROUGH
 KM0446'TIMBER 0.6 MI. TO TOP OF HILL.  END OF TRUCK TRAVEL.  STATION IS ABOUT
 KM0446'0.3 MI. NW. OF THIS POINT.  ABOUT A 15-MINUTE PACK.
 KM0446'
 KM0446'STATION MARK--STANDARD TABLET CEMENTED IN ROCK, ALMOST FLUSH WITH
 KM0446'THE GROUND, STAMPED ---GNAT 1953---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5949 ***********************************************************************
 AI5949  SACS        -  This is a Secondary Airport Control Station.
 AI5949  DESIGNATION -  GNB A
 AI5949  PID         -  AI5949
 AI5949  STATE/COUNTY-  CO/GRAND
 AI5949  USGS QUAD   -  GRANBY (1978)
 AI5949
 AI5949                         *CURRENT SURVEY CONTROL
 AI5949  ___________________________________________________________________
 AI5949* NAD 83(1992)-  40 05 20.19053(N)    105 54 29.67849(W)     ADJUSTED  
 AI5949* NAVD 88     -      2500.98   (meters)    8205.3    (feet)  GPS OBS   
 AI5949  ___________________________________________________________________
 AI5949  X           -  -1,339,859.649 (meters)                     COMP
 AI5949  Y           -  -4,701,046.493 (meters)                     COMP
 AI5949  Z           -   4,087,148.393 (meters)                     COMP
 AI5949  LAPLACE CORR-           3.83  (seconds)                    DEFLEC99
 AI5949  ELLIP HEIGHT-        2488.49  (meters)          (10/21/02) GPS OBS
 AI5949  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 AI5949
 AI5949  HORZ ORDER  -  FIRST
 AI5949  ELLP ORDER  -  FIFTH     CLASS I
 AI5949
 AI5949.This mark is at Granby-Grand County Airport  (GNB)
 AI5949
 AI5949.The horizontal coordinates were established by GPS observations
 AI5949.and adjusted by the National Geodetic Survey in June 2000..
 AI5949
 AI5949.The orthometric height was determined by GPS observations and a
 AI5949.high-resolution geoid model.
 AI5949
 AI5949.GPS derived orthometric heights for airport stations designated as
 AI5949.PACS or SACS are published to 2 decimal places.  This maintains
 AI5949.centimeter relative accuracy between the PACS and SACS.  It does
 AI5949.not indicate centimeter accuracy relative to other marks which are
 AI5949.part of the NAVD 88 network.
 AI5949
 AI5949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5949
 AI5949.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5949
 AI5949.The ellipsoidal height was determined by GPS observations
 AI5949.and is referenced to NAD 83.
 AI5949
 AI5949.The geoid height was determined by GEOID03.
 AI5949
 AI5949;                    North         East     Units Scale Factor Converg.
 AI5949;SPC CO N     -   388,775.948   879,587.057   MT  0.99996081   -0 15 49.6
 AI5949;SPC CO N     - 1,275,509.09  2,885,778.54   sFT  0.99996081   -0 15 49.6
 AI5949;UTM  13      - 4,438,024.181   422,572.682   MT  0.99967380   -0 35 05.7
 AI5949
 AI5949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5949!SPC CO N     -   0.99960977  x   0.99996081  =   0.99957059
 AI5949!UTM  13      -   0.99960977  x   0.99967380  =   0.99928369
 AI5949
 AI5949                          SUPERSEDED SURVEY CONTROL
 AI5949
 AI5949  ELLIP H (06/30/00) 2488.53   (m)                       GP(       ) 1 1
 AI5949
 AI5949.Superseded values are not recommended for survey control.
 AI5949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5949.See file dsdata.txt to determine how the superseded data were derived.
 AI5949
 AI5949_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE2257338024(NAD 83)
 AI5949_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5949_STAMPING: GNB A 1999
 AI5949_MARK LOGO: NGS   
 AI5949_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5949+STABILITY: SURFACE MOTION
 AI5949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5949+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5949
 AI5949  HISTORY     - Date     Condition        Report By
 AI5949  HISTORY     - 1999     MONUMENTED       NGS
 AI5949
 AI5949                          STATION DESCRIPTION
 AI5949
 AI5949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5949'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) SOUTHWEST OF THE TOWN OF
 AI5949'GRAND LAKE, 2.7 MI (4.3 KM) EAST OF THE INTERSECTION OF U.  S. HIGHWAY
 AI5949'40 AND U.  S.  HIGHWAY 34 AND 2 MI (3.2 KM) NORTHEAST OF GRANBY, IN
 AI5949'THE SOUTHEAST 1/4 OF SECTION 33, T 1 N, R 76 W.  ACCESS TO THE AIRPORT
 AI5949'IS NOT CONTROLLED.  PERMISSION TO USE THIS STATION MUST BE OBTAINED
 AI5949'FROM THE AIRPORT MANAGER, LURLINE UNDERBRINK CURRAN, P.O.  BOX 264,
 AI5949'HOT SULPHUR SPRINGS, CO 80451. TELEPHONE-970-725-3347.
 AI5949'OWNERSHIP--GRAND COUNTY
 AI5949'TO REACH THE STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY 40 AND
 AI5949'NORTH 6TH STREET IN GRANBY, GO NORTH ON NORTH 6TH STREET FOR 0.2 MI
 AI5949'(0.3 KM) TO THE INTERSECTION OF EAST GARNET AVE.  TURN RIGHT, EAST,
 AI5949'FOR 0.35 MI (0.56 KM) ON EAST GARNET AVENUE TO THE INTERSECTION OF
 AI5949'ELEVENTH STREET AND COUNTY ROAD 610.  TURN LEFT, NORTH, ON COUNTY ROAD
 AI5949'610 FOR 0.2 MI (0.3 KM) TO A Y-INTERSECTION.  BEAR RIGHT, EAST, ON
 AI5949'COUNTY ROAD 610 FOR 0.4 MI (0.6 KM) TO THE ENTRANCE TO THE AIRPORT.
 AI5949'TURN LEFT, NORTH, FOR 0.1 MI (0.2 KM) PAST A METAL HANGER TO THE
 AI5949'RUNWAY 9-27.  TURN RIGHT, EAST, ON THE RUNWAY FOR 0.5 MI (0.8 KM) TO
 AI5949'THE STATION ON THE LEFT
 AI5949'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 AI5949'POST FLUSH WITH THE GROUND.  IT IS 36.3 M (119.1 FT) SOUTH FROM THE
 AI5949'NORTHERN BOUNDARY FENCE AND FENCE CORNER, 30.2 M (99.1 FT) NORTH FROM
 AI5949'THE CENTER LINE OF THE RUNWAY 27-9, 23.9 M (78.4 FT) NORTHWEST FROM
 AI5949'THE FIRST WHITE LIGHT AT THE 27 END OF THE RUNWAY, 19.4 M (63.6 FT)
 AI5949'NORTH FROM THE NORTHERN EDGE OF ASPHALT AND 0.5 M (1.6 FT) SOUTH FROM
 AI5949'A WITNESS POST.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AI5949'CONTROL STATION FOR THE ANA PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5947 ***********************************************************************
 AI5947  PACS        -  This is a Primary Airport Control Station.
 AI5947  DESIGNATION -  GNB B
 AI5947  PID         -  AI5947
 AI5947  STATE/COUNTY-  CO/GRAND
 AI5947  USGS QUAD   -  GRANBY (1978)
 AI5947
 AI5947                         *CURRENT SURVEY CONTROL
 AI5947  ___________________________________________________________________
 AI5947* NAD 83(1992)-  40 05 22.55975(N)    105 55 00.51522(W)     ADJUSTED  
 AI5947* NAVD 88     -      2493.78   (meters)    8181.7    (feet)  GPS OBS   
 AI5947  ___________________________________________________________________
 AI5947  X           -  -1,340,548.020 (meters)                     COMP
 AI5947  Y           -  -4,700,795.554 (meters)                     COMP
 AI5947  Z           -   4,087,199.677 (meters)                     COMP
 AI5947  LAPLACE CORR-           3.09  (seconds)                    DEFLEC99
 AI5947  ELLIP HEIGHT-        2481.28  (meters)          (10/21/02) GPS OBS
 AI5947  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 AI5947
 AI5947  HORZ ORDER  -  B
 AI5947  ELLP ORDER  -  FIFTH     CLASS I
 AI5947
 AI5947.This mark is at Granby-Grand County Airport  (GNB)
 AI5947
 AI5947.The horizontal coordinates were established by GPS observations
 AI5947.and adjusted by the National Geodetic Survey in June 2000..
 AI5947
 AI5947.The orthometric height was determined by GPS observations and a
 AI5947.high-resolution geoid model.
 AI5947
 AI5947.GPS derived orthometric heights for airport stations designated as
 AI5947.PACS or SACS are published to 2 decimal places.  This maintains
 AI5947.centimeter relative accuracy between the PACS and SACS.  It does
 AI5947.not indicate centimeter accuracy relative to other marks which are
 AI5947.part of the NAVD 88 network.
 AI5947
 AI5947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5947
 AI5947.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5947
 AI5947.The ellipsoidal height was determined by GPS observations
 AI5947.and is referenced to NAD 83.
 AI5947
 AI5947.The geoid height was determined by GEOID03.
 AI5947
 AI5947;                    North         East     Units Scale Factor Converg.
 AI5947;SPC CO N     -   388,852.418   878,856.924   MT  0.99996078   -0 16 09.5
 AI5947;SPC CO N     - 1,275,759.97  2,883,383.09   sFT  0.99996078   -0 16 09.5
 AI5947;UTM  13      - 4,438,104.719   421,843.198   MT  0.99967520   -0 35 25.6
 AI5947
 AI5947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5947!SPC CO N     -   0.99961090  x   0.99996078  =   0.99957169
 AI5947!UTM  13      -   0.99961090  x   0.99967520  =   0.99928622
 AI5947
 AI5947                          SUPERSEDED SURVEY CONTROL
 AI5947
 AI5947  ELLIP H (06/30/00) 2481.32   (m)                       GP(       ) 1 1
 AI5947
 AI5947.Superseded values are not recommended for survey control.
 AI5947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5947.See file dsdata.txt to determine how the superseded data were derived.
 AI5947
 AI5947_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE2184338105(NAD 83)
 AI5947_MARKER: I = METAL ROD
 AI5947_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI5947+WITH SETTING: INFORMATION.
 AI5947_STAMPING: GNB B 1999
 AI5947_MARK LOGO: NGS   
 AI5947_PROJECTION: FLUSH
 AI5947_MAGNETIC: I = MARKER IS A STEEL ROD
 AI5947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5947+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5947_ROD/PIPE-DEPTH: 2.4  meters
 AI5947_SLEEVE-DEPTH  : 0.9 meters
 AI5947
 AI5947  HISTORY     - Date     Condition        Report By
 AI5947  HISTORY     - 1999     MONUMENTED       NGS
 AI5947
 AI5947                          STATION DESCRIPTION
 AI5947
 AI5947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5947'THE STATION IS LOCATED ABOUT 11 MI (17.7 KM) SOUTHWEST OF THE TOWN OF
 AI5947'GRAND LAKE, 2.5 MI (4.0 KM) EAST OF THE INTERSECTION OF U.  S. HIGHWAY
 AI5947'40 AND U.  S.  HIGHWAY 34 AND 1 MI (1.6 KM) NORTHEAST OF GRANBY, IN
 AI5947'THE SOUTHWEST 1/4 OF SECTION 33, T 1 N, R 76 W.  ACCESS TO THE AIRPORT
 AI5947'IS NOT CONTROLLED.  PERMISSION TO USE THIS STATION MUST BE OBTAINED
 AI5947'FROM THE AIRPORT MANAGER LURLINE UNDERBRINK CURRAN, P.O. BOX 264, HOT
 AI5947'SULPHUR SPRINGS, CO 80451.  TELEPHONE-970-725-3347. OWNERSHIP--GRAND
 AI5947'COUNTY
 AI5947'TO REACH THE STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY 40 AND
 AI5947'NORTH 6TH STREET IN GRANBY, GO NORTH ON NORTH 6TH STREET FOR 0.2 MI
 AI5947'(0.3 KM) TO THE INTERSECTION OF EAST GARNET AVE.  TURN RIGHT, EAST,
 AI5947'FOR 0.35 MI (0.56 KM) ON EAST GARNET AVENUE TO THE INTERSECTION OF
 AI5947'ELEVENTH STREET AND COUNTY ROAD 610.  TURN LEFT, NORTH, ON COUNTY ROAD
 AI5947'610 FOR 0.2 MI (0.3 KM) TO A Y-INTERSECTION.  BEAR RIGHT, EAST, ON
 AI5947'COUNTY ROAD 610 FOR 0.4 MI (0.6 KM) TO THE ENTRANCE TO THE AIRPORT.
 AI5947'TURN LEFT, NORTH, FOR 0.05 MI (0.08 KM) JUST PAST A METAL HANGER.
 AI5947'TURN RIGHT, EAST, FOR 0.1 MI (0.2 KM) TO THE STATION
 AI5947'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 2.4 M (7.9 FT) LONG
 AI5947'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 0.9 M (3.0 FT)
 AI5947'LONG GREASED PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID,
 AI5947'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 51.9 M
 AI5947'(170.3 FT) SOUTH FROM THE CENTER LINE OF THE RUNWAY 9-27, 45.3 M
 AI5947'(148.6 FT) NORTH FROM THE SOUTHERN BOUNDARY FENCE, 42.5 M (139.4 FT)
 AI5947'SOUTH-SOUTHEAST FROM THE FIRST WHITE RUNWAY LIGHT EAST OF THE TAXIWAY,
 AI5947'41.2 M (135.2 FT) SOUTH FROM THE SOUTHERN EDGE OF THE ASPHALT AND 0.7
 AI5947'M (2.3 FT) WEST FROM A WITNESS POST.  THIS STATION IS DESIGNATED AS A
 AI5947'PRIMARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5948 ***********************************************************************
 AI5948  SACS        -  This is a Secondary Airport Control Station.
 AI5948  DESIGNATION -  GNB C
 AI5948  PID         -  AI5948
 AI5948  STATE/COUNTY-  CO/GRAND
 AI5948  USGS QUAD   -  GRANBY (1978)
 AI5948
 AI5948                         *CURRENT SURVEY CONTROL
 AI5948  ___________________________________________________________________
 AI5948* NAD 83(1992)-  40 05 29.79132(N)    105 55 28.56737(W)     ADJUSTED  
 AI5948* NAVD 88     -      2487.20   (meters)    8160.1    (feet)  GPS OBS   
 AI5948  ___________________________________________________________________
 AI5948  X           -  -1,341,146.509 (meters)                     COMP
 AI5948  Y           -  -4,700,470.164 (meters)                     COMP
 AI5948  Z           -   4,087,366.136 (meters)                     COMP
 AI5948  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 AI5948  ELLIP HEIGHT-        2474.69  (meters)          (10/21/02) GPS OBS
 AI5948  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 AI5948
 AI5948  HORZ ORDER  -  FIRST
 AI5948  ELLP ORDER  -  FIFTH     CLASS I
 AI5948
 AI5948.This mark is at Granby-Grand County Airport  (GNB)
 AI5948
 AI5948.The horizontal coordinates were established by GPS observations
 AI5948.and adjusted by the National Geodetic Survey in June 2000..
 AI5948
 AI5948.The orthometric height was determined by GPS observations and a
 AI5948.high-resolution geoid model.
 AI5948
 AI5948.GPS derived orthometric heights for airport stations designated as
 AI5948.PACS or SACS are published to 2 decimal places.  This maintains
 AI5948.centimeter relative accuracy between the PACS and SACS.  It does
 AI5948.not indicate centimeter accuracy relative to other marks which are
 AI5948.part of the NAVD 88 network.
 AI5948
 AI5948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5948
 AI5948.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5948
 AI5948.The ellipsoidal height was determined by GPS observations
 AI5948.and is referenced to NAD 83.
 AI5948
 AI5948.The geoid height was determined by GEOID03.
 AI5948
 AI5948;                    North         East     Units Scale Factor Converg.
 AI5948;SPC CO N     -   389,078.606   878,193.484   MT  0.99996068   -0 16 27.7
 AI5948;SPC CO N     - 1,276,502.06  2,881,206.46   sFT  0.99996068   -0 16 27.7
 AI5948;UTM  13      - 4,438,334.556   421,181.226   MT  0.99967648   -0 35 43.7
 AI5948
 AI5948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5948!SPC CO N     -   0.99961193  x   0.99996068  =   0.99957263
 AI5948!UTM  13      -   0.99961193  x   0.99967648  =   0.99928854
 AI5948
 AI5948                          SUPERSEDED SURVEY CONTROL
 AI5948
 AI5948  ELLIP H (06/30/00) 2474.73   (m)                       GP(       ) 1 1
 AI5948
 AI5948.Superseded values are not recommended for survey control.
 AI5948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5948.See file dsdata.txt to determine how the superseded data were derived.
 AI5948
 AI5948_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE2118138335(NAD 83)
 AI5948_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5948_STAMPING: GNB C 1999
 AI5948_MARK LOGO: NGS   
 AI5948_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5948+STABILITY: SURFACE MOTION
 AI5948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5948+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5948
 AI5948  HISTORY     - Date     Condition        Report By
 AI5948  HISTORY     - 1999     MONUMENTED       NGS
 AI5948
 AI5948                          STATION DESCRIPTION
 AI5948
 AI5948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5948'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) SOUTHWEST OF THE TOWN OF
 AI5948'GRAND LAKE, 1.5 MI (2.4 KM) EAST OF THE INTERSECTION OF U.  S. HIGHWAY
 AI5948'40 AND U.  S.  HIGHWAY 34 AND 0.8 MI (1.3 KM) NORTHEAST OF GRANBY, IN
 AI5948'THE NORTHEAST 1/4 OF SECTION 32, T 1 N, R 76 W.  ACCESS TO THE AIRPORT
 AI5948'IS NOT CONTROLLED.  PERMISSION TO USE THIS STATION MUST BE OBTAINED
 AI5948'FROM THE AIRPORT MANAGER, LURLINE UNDERBRINK CURRAN, P.O.  BOX 264,
 AI5948'HOT SULPHUR SPRINGS, CO 80451. TELEPHONE-970-725-3347.
 AI5948'OWNERSHIP--GRAND COUNTY
 AI5948'TO REACH THE STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY 40 AND
 AI5948'NORTH 6TH STREET IN GRANBY, GO NORTH ON NORTH 6TH STREET FOR 0.2 MI
 AI5948'(0.3 KM) TO THE INTERSECTION OF EAST GARNET AVE.  TURN RIGHT, EAST,
 AI5948'FOR 0.35 MI (0.56 KM) ON EAST GARNET AVENUE TO THE INTERSECTION OF
 AI5948'ELEVENTH STREET AND COUNTY ROAD 610.  TURN LEFT, NORTH, ON COUNTY ROAD
 AI5948'610 FOR 0.2 MI (0.3 KM) TO A Y-INTERSECTION.  BEAR RIGHT, EAST, ON
 AI5948'COUNTY ROAD 610 FOR 0.4 MI (0.6 KM) TO THE ENTRANCE TO THE AIRPORT.
 AI5948'TURN LEFT, NORTH, FOR 0.1 MI (0.2 KM) PAST A METAL HANGER TO THE
 AI5948'RUNWAY 9-27.  TURN LEFT, WEST, ON THE RUNWAY FOR 0.35 MI (0.56 KM) TO
 AI5948'THE STATION ON THE RIGHT
 AI5948'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 AI5948'POST FLUSH WITH THE GROUND.  IT IS 32.9 M (107.9 FT) NORTH FROM THE
 AI5948'CENTER LINE OF RUNWAY 9-27, 16.0 M (52.5 FT) NORTH FROM THE NORTHERN
 AI5948'EDGE OF ASPHALT OF THE RUNWAY, 13.2 M (43.3 FT) SOUTH FROM THE CENTER
 AI5948'OF A DIRT ROAD AND 0.9 M (3.0 FT) SOUTH FROM THE NORTHERN BOUNDARY
 AI5948'FENCE AND WITNESS POST.  THIS STATION IS DESIGNATED AS A SECONDARY
 AI5948'AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1296 ***********************************************************************
 JK1296  DESIGNATION -  GOAT
 JK1296  PID         -  JK1296
 JK1296  STATE/COUNTY-  CO/CUSTER
 JK1296  USGS QUAD   -  BECKWITH MOUNTAIN (1958)
 JK1296
 JK1296                         *CURRENT SURVEY CONTROL
 JK1296  ___________________________________________________________________
 JK1296* NAD 83(1992)-  38 11 55.41012(N)    105 36 07.75359(W)     ADJUSTED  
 JK1296* NAVD 88     -      2654.4    (meters)    8709.     (feet)  VERTCON   
 JK1296  ___________________________________________________________________
 JK1296  LAPLACE CORR-          -7.91  (seconds)                    DEFLEC99
 JK1296  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 JK1296
 JK1296  HORZ ORDER  -  THIRD
 JK1296
 JK1296.The horizontal coordinates were established by classical geodetic methods
 JK1296.and adjusted by the National Geodetic Survey in January 1993..
 JK1296
 JK1296.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1296
 JK1296.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1296
 JK1296.The geoid height was determined by GEOID03.
 JK1296
 JK1296;                    North         East     Units Scale Factor Converg.
 JK1296;SPC CO S     -   474,842.088   905,453.988   MT  0.99996559   -0 03 45.6
 JK1296;SPC CO S     - 1,557,877.75  2,970,643.63   sFT  0.99996559   -0 03 45.6
 JK1296;UTM  13      - 4,228,035.682   447,275.260   MT  0.99963424   -0 22 20.5
 JK1296
 JK1296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1296!SPC CO S     -   0.99958599  x   0.99996559  =   0.99955160
 JK1296!UTM  13      -   0.99958599  x   0.99963424  =   0.99922039
 JK1296
 JK1296:                Primary Azimuth Mark                     Grid Az
 JK1296:SPC CO S     -  GEM                                      024 55 44.1
 JK1296:UTM  13      -  GEM                                      025 14 19.0
 JK1296
 JK1296|---------------------------------------------------------------------|
 JK1296| PID    Reference Object                     Distance      Geod. Az  |
 JK1296|                                                           dddmmss.s |
 JK1296| JK1293 GEM                                 APPROX.10.5 KM 0245158.5 |
 JK1296| JK1298 HERMIT                              APPROX.11.4 KM 1802909.6 |
 JK1296|---------------------------------------------------------------------|
 JK1296
 JK1296                          SUPERSEDED SURVEY CONTROL
 JK1296
 JK1296  NAD 83(1986)-  38 11 55.39876(N)    105 36 07.75563(W) AD(       ) 3
 JK1296  NAD 27      -  38 11 55.38566(N)    105 36 05.68876(W) AD(       ) 3
 JK1296  NGVD 29 (07/19/86) 2653.0    (m)         8704.     (f) VERT ANG       
 JK1296
 JK1296.Superseded values are not recommended for survey control.
 JK1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1296.See file dsdata.txt to determine how the superseded data were derived.
 JK1296
 JK1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC4727528036(NAD 83)
 JK1296_MARKER: DD = SURVEY DISK
 JK1296_SETTING: 66 = SET IN ROCK OUTCROP
 JK1296_SP_SET: SET IN ROCK OUTCROP
 JK1296_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK1296+STABILITY: POSITION/ELEVATION WELL
 JK1296
 JK1296  HISTORY     - Date     Condition        Report By
 JK1296  HISTORY     - 1952     MONUMENTED       USGS
 JK1296
 JK1296                          STATION DESCRIPTION
 JK1296
 JK1296'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JK1296'STATION IS LOCATED ABOUT 5.0 MI. N. AND 8.0 MI. W. OF WESTCLIFFE,
 JK1296'COLORADO, ON THE MOST EASTERLY TOP OF A LOW PROMINENT BRUSHY AND
 JK1296'TIMBER COVERED RIDGE PROJECTING OUT INTO THE VALLEY.
 JK1296'
 JK1296'TO REACH STATION FROM POST OFFICE IN WESTCLIFFE, PROCEED NW. ON
 JK1296'STATE HIGHWAY 69 FOR 6.6 MI. TO JUNCTION WITH A GRAVEL RD. W., TURN
 JK1296'LEFT FOLLOW GRAVEL RD. FOR 1.3 MI. TO JUNCTION, TAKE RD. TO RIGHT AND
 JK1296'PROCEED FOR 0.7 MI. TO CATTLEGUARD, CONTINUE ON THIS RD. FOR 1.3 MI.
 JK1296'TO FENCE GATE AND DIM RD. N., TURN RIGHT AND PROCEED ON DIM RD. FOR
 JK1296'0.3 MI. TO FENCE GATE, CONTINUE ON THIS RD. FOR ANOTHER 0.6 MI.,
 JK1296'TURN LEFT AND PROCEED W. ALONG FENCE FOR 0.2 MI. TO BASE OF HILL,
 JK1296'END OF TRUCK TRAVEL.  PACK W. UP HILL TO STATION.  A 10 MINUTE PACK.
 JK1296'
 JK1296'STATION MARK--STANDARD TABLET, SET IN ROCK, PROJECTING ABOUT 2 IN.
 JK1296'ABOVE THE GROUND, STAMPED ---GOAT 1952 VABM 8703---.
 JK1296'
 JK1296'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, SET IN ROCK,
 JK1296'PROJECTING ABOUT 24 IN. ABOVE GROUND, AT A DISTANCE OF 22.45 FT.,
 JK1296'S 63 DEG 43 MIN E, FROM STATION.
 JK1296'
 JK1296'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, SET IN ROCK,
 JK1296'PROJECTING ABOUT 4 IN. ABOVE GROUND, AT A DISTANCE OF 15.93 FT.,
 JK1296'S 33 DEG 32 MIN W, FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1231 ***********************************************************************
 LL1231  DESIGNATION -  GOBLE
 LL1231  PID         -  LL1231
 LL1231  STATE/COUNTY-  CO/WELD
 LL1231  USGS QUAD   -  MILTON RESERVOIR (1975)
 LL1231
 LL1231                         *CURRENT SURVEY CONTROL
 LL1231  ___________________________________________________________________
 LL1231* NAD 83(1992)-  40 13 47.15537(N)    104 43 05.39941(W)     ADJUSTED  
 LL1231* NAVD 88     -      1545.     (meters)    5069.     (feet)  SCALED    
 LL1231  ___________________________________________________________________
 LL1231  LAPLACE CORR-          -5.15  (seconds)                    DEFLEC99
 LL1231  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 LL1231
 LL1231  HORZ ORDER  -  THIRD
 LL1231
 LL1231.The horizontal coordinates were established by classical geodetic methods
 LL1231.and adjusted by the National Geodetic Survey in January 1993..
 LL1231
 LL1231.The orthometric height was scaled from a topographic map.
 LL1231
 LL1231.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1231
 LL1231.The geoid height was determined by GEOID03.
 LL1231
 LL1231;                    North         East     Units Scale Factor Converg.
 LL1231;SPC CO N     -   404,625.201   980,937.569   MT  0.99995691   +0 30 18.6
 LL1231;SPC CO N     - 1,327,507.85  3,218,292.67   sFT  0.99995691   +0 30 18.6
 LL1231;UTM  13      - 4,453,297.521   523,976.413   MT  0.99960708   +0 10 55.3
 LL1231
 LL1231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1231!SPC CO N     -   0.99976058  x   0.99995691  =   0.99971750
 LL1231!UTM  13      -   0.99976058  x   0.99960708  =   0.99936775
 LL1231
 LL1231:                Primary Azimuth Mark                     Grid Az
 LL1231:SPC CO N     -  WHG 2                                    301 23 44.9
 LL1231:UTM  13      -  WHG 2                                    301 43 08.2
 LL1231
 LL1231|---------------------------------------------------------------------|
 LL1231| PID    Reference Object                     Distance      Geod. Az  |
 LL1231|                                                           dddmmss.s |
 LL1231| LL1232 WHG 2                               APPROX. 3.6 KM 3015403.5 |
 LL1231|---------------------------------------------------------------------|
 LL1231
 LL1231                          SUPERSEDED SURVEY CONTROL
 LL1231
 LL1231  NAD 83(1986)-  40 13 47.14244(N)    104 43 05.39944(W) AD(       ) 3
 LL1231  NAD 27      -  40 13 47.20193(N)    104 43 03.51754(W) AD(       ) 3
 LL1231
 LL1231.Superseded values are not recommended for survey control.
 LL1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1231.See file dsdata.txt to determine how the superseded data were derived.
 LL1231
 LL1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE2397653298(NAD 83)
 LL1231_MARKER: DD = SURVEY DISK
 LL1231_SETTING: 0 = UNSPECIFIED SETTING
 LL1231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1231
 LL1231  HISTORY     - Date     Condition        Report By
 LL1231  HISTORY     - 1948     MONUMENTED       USGS
 LL1231
 LL1231                          STATION DESCRIPTION
 LL1231
 LL1231'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 LL1231'STATION IS APPROXIMATELY 5.5 MI. (AIRLINE) E. OF PLATTEVILLE,
 LL1231'APPROXIMATELY 9.2 MI. (AIRLINE) S. OF LA SALLE, APPROXIMATELY 10.7
 LL1231'MI. (AIRLINE) NNW. OF HUDSON.  LOCATED ON SMALL MOUND IN NE. 1/4
 LL1231'OF NE. 1/4 SEC. 13, T 3 N, R 66 W.
 LL1231'
 LL1231'TO REACH FROM POST OFFICE IN PLATTEVILLE, PROCEED N. ON U.S. HIGHWAY
 LL1231'85 2 BLOCKS, TURN RIGHT (E.) 5.7 MI. TO T-RD. N., TURN LEFT FOR 0.85
 LL1231'MI. TO TOP OF RIDGE AND T-FENCE E., THENCE WNW. ACROSS FIELD TO
 LL1231'STATION.
 LL1231'
 LL1231'STATION MARK--STANDARD TABLET, STAMPED ---GOBLE 1948---, SET IN
 LL1231'CONCRETE POST.
 LL1231'
 LL1231'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---GOBLE
 LL1231'NO. 1 1948---, SET IN CONCRETE POST, 94.40 FT. FROM STATION,
 LL1231'N 43 DEG 04 MIN W.
 LL1231'
 LL1231'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---GOBLE
 LL1231'NO. 2 1948---, SET IN CONCRETE POST, 78.80 FT. FROM STATION,
 LL1231'N 53 DEG 53 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4117 ***********************************************************************
 AB4117  DESIGNATION -  GOCU
 AB4117  PID         -  AB4117
 AB4117  STATE/COUNTY-  CO/WELD
 AB4117  USGS QUAD   -  KIMBALL SW (1972)
 AB4117
 AB4117                         *CURRENT SURVEY CONTROL
 AB4117  ___________________________________________________________________
 AB4117* NAD 83(1992)-  41 00 05.12698(N)    103 41 13.97924(W)     ADJUSTED  
 AB4117* NAVD 88     -      1519.0    (meters)    4984.     (feet)  GPS OBS   
 AB4117  ___________________________________________________________________
 AB4117  X           -  -1,140,898.215 (meters)                     COMP
 AB4117  Y           -  -4,684,694.803 (meters)                     COMP
 AB4117  Z           -   4,163,526.818 (meters)                     COMP
 AB4117  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 AB4117  ELLIP HEIGHT-        1500.21  (meters)          (09/24/01) GPS OBS
 AB4117  GEOID HEIGHT-         -18.76  (meters)                     GEOID03
 AB4117
 AB4117  HORZ ORDER  -  B
 AB4117  ELLP ORDER  -  FOURTH    CLASS I
 AB4117
 AB4117.The horizontal coordinates were established by GPS observations
 AB4117.and adjusted by the National Geodetic Survey in June 1996..
 AB4117
 AB4117.The orthometric height was determined by GPS observations and a
 AB4117.high-resolution geoid model.
 AB4117
 AB4117.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4117
 AB4117.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4117
 AB4117.The ellipsoidal height was determined by GPS observations
 AB4117.and is referenced to NAD 83.
 AB4117
 AB4117.The geoid height was determined by GEOID03.
 AB4117
 AB4117;                    North         East     Units Scale Factor Converg.
 AB4117;SPC CO N     -   491,579.517 1,066,913.310   MT  1.00004267   +1 10 16.7
 AB4117;SPC CO N     - 1,612,790.47  3,500,364.75   sFT  1.00004267   +1 10 16.7
 AB4117;UTM  13      - 4,539,745.065   610,406.094   MT  0.99975002   +0 51 40.9
 AB4117
 AB4117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4117!SPC CO N     -   0.99976473  x   1.00004267  =   0.99980739
 AB4117!UTM  13      -   0.99976473  x   0.99975002  =   0.99951481
 AB4117
 AB4117                          SUPERSEDED SURVEY CONTROL
 AB4117
 AB4117  ELLIP H (06/25/96) 1500.24   (m)                       GP(       ) 1 1
 AB4117
 AB4117.Superseded values are not recommended for survey control.
 AB4117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4117.See file dsdata.txt to determine how the superseded data were derived.
 AB4117
 AB4117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1040639745(NAD 83)
 AB4117_MARKER: I = METAL ROD
 AB4117_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4117_STAMPING: GOCU 1995
 AB4117_MARK LOGO: NGS   
 AB4117_PROJECTION: FLUSH
 AB4117_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4117+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4117_ROD/PIPE-DEPTH: 12.5 meters
 AB4117_SLEEVE-DEPTH  : 0.9 meters
 AB4117
 AB4117  HISTORY     - Date     Condition        Report By
 AB4117  HISTORY     - 1995     MONUMENTED       NGS
 AB4117
 AB4117                          STATION DESCRIPTION
 AB4117
 AB4117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 AB4117'THE STATION IS LOCATED ABOUT 27 MI (43.5 KM) NORTH OF STONEHAM,
 AB4117'COLORADO, 16 MI (25.7 KM) SOUTH OF KIMBALL, NEBRASKA AND AT THE
 AB4117'COLORADO-NEBRASKA STATE LINE, IN THE NORTHWEST 1/4 OF SECTION 19, T 12
 AB4117'N, R 56 W, AT COLORADO STATE HIGHWAY 71 MILEPOST 232.9.
 AB4117'OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION RIGHT-OF-WAY.  TO REACH
 AB4117'THE STATION FROM THE INTERSECTION OF COLORADO STATE HIGHWAY 14 AND
 AB4117'COLORADO STATE HIGHWAY 71 JUST WEST OF STONEHAM, GO NORTH ON STATE
 AB4117'HIGHWAY 71 FOR 27.1 MI (43.6 KM) TO THE STATION ON THE RIGHT AT THE
 AB4117'COLORADO-NEBRASKA STATE LINE.  THE STATION IS A PUNCH MARK TOP CENTER
 AB4117'ON A STAINLESS STEEL ROD IN A 1-INCH GREASED PVC PIPE ENCASED IN A
 AB4117'5-INCH PVC PIPE WITH LOGO LID SET IN A 0.7 M (2.3 FT) CONCRETE COLLAR
 AB4117'FLUSH WITH THE GROUND.  IT IS 52.5 M (172.2 FT) EAST OF THE EASTERN
 AB4117'POST TO THE WELCOME TO COLORADO SIGN, 44.9 M (147.3 FT) EAST OF THE
 AB4117'CENTERLINE OF STATE HIGHWAY 71, 43.6 M (143.0 FT) SOUTH OF THE
 AB4117'APPROXIMATE EAST-WEST FENCE LINE AND STATE LINE, 5.6 M (18.4 FT)
 AB4117'SOUTH-SOUTHWEST OF THE CENTER OF A FIELD GATE, 2.0 M (6.6 FT)
 AB4117'SOUTH-SOUTHWEST OF RIGHT-OF-WAY POST --S0091 (3) 876+00 5003.67--, 0.8
 AB4117'M (2.6 FT) WEST OF A RIGHT-OF-WAY FENCE, 0.8 M (2.6 FT) SOUTH OF A
 AB4117'WITNESS POST, 0.6 M (2.0 FT) NORTH OF A WITNESS POST AND ABOUT 1.6 M
 AB4117'(5.2 FT) BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0522 ***********************************************************************
 LN0522  DESIGNATION -  GODIVA
 LN0522  PID         -  LN0522
 LN0522  STATE/COUNTY-  CO/MOFFAT
 LN0522  USGS QUAD   -  SUNBEAM (1986)
 LN0522
 LN0522                         *CURRENT SURVEY CONTROL
 LN0522  ___________________________________________________________________
 LN0522* NAD 83(1992)-  40 36 50.97396(N)    108 12 56.36235(W)     ADJUSTED  
 LN0522* NAVD 88     -      2209.4    (meters)    7249.     (feet)  VERTCON   
 LN0522  ___________________________________________________________________
 LN0522  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 LN0522  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 LN0522
 LN0522  HORZ ORDER  -  THIRD
 LN0522
 LN0522.The horizontal coordinates were established by classical geodetic methods
 LN0522.and adjusted by the National Geodetic Survey in January 1997..
 LN0522
 LN0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0522
 LN0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0522
 LN0522.The geoid height was determined by GEOID03.
 LN0522
 LN0522;                    North         East     Units Scale Factor Converg.
 LN0522;SPC CO N     -   450,533.069   684,633.623   MT  0.99997692   -1 45 16.8
 LN0522;SPC CO N     - 1,478,123.91  2,246,168.81   sFT  0.99997692   -1 45 16.8
 LN0522;UTM  12      - 4,499,653.710   735,542.108   MT  1.00028295   +1 48 48.0
 LN0522
 LN0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0522!SPC CO N     -   0.99965607  x   0.99997692  =   0.99963300
 LN0522!UTM  12      -   0.99965607  x   1.00028295  =   0.99993892
 LN0522
 LN0522:                Primary Azimuth Mark                     Grid Az
 LN0522:SPC CO N     -  MISS                                     289 27 35.9
 LN0522:UTM  12      -  MISS                                     285 53 31.1
 LN0522
 LN0522|---------------------------------------------------------------------|
 LN0522| PID    Reference Object                     Distance      Geod. Az  |
 LN0522|                                                           dddmmss.s |
 LN0522| LN0524 MISS                                APPROX.10.3 KM 2874219.1 |
 LN0522|---------------------------------------------------------------------|
 LN0522
 LN0522                          SUPERSEDED SURVEY CONTROL
 LN0522
 LN0522  NAD 83(1992)-  40 36 50.97342(N)    108 12 56.36142(W) AD(       ) 3
 LN0522  NAD 83(1986)-  40 36 50.97032(N)    108 12 56.35933(W) AD(       ) 3
 LN0522  NAD 27      -  40 36 51.08474(N)    108 12 54.03718(W) AD(       ) 3
 LN0522  NGVD 29 (07/19/86) 2208.1    (m)         7244.     (f) VERT ANG       
 LN0522
 LN0522.Superseded values are not recommended for survey control.
 LN0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0522.See file dsdata.txt to determine how the superseded data were derived.
 LN0522
 LN0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK3554299654(NAD 83)
 LN0522_MARKER: DD = SURVEY DISK
 LN0522_SETTING: 0 = UNSPECIFIED SETTING
 LN0522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0522
 LN0522  HISTORY     - Date     Condition        Report By
 LN0522  HISTORY     - 1955     MONUMENTED       USGS
 LN0522
 LN0522                          STATION DESCRIPTION
 LN0522
 LN0522'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LN0522'STATION IS LOCATED ABOUT 5 MI. (AIRLINE) N. OF SUNBEAM, COLORADO, AND
 LN0522'ABOUT 9 MI. (AIRLINE) NW. OF MAYBELL, COLORADO.  POST OFFICE ON THE
 LN0522'SOUTHMOST EDGE AND HIGHEST POINT OF RIDGE KNOWN AS GODIVA RIDGE.
 LN0522'
 LN0522'TO REACH STATION FROM SUNBEAM SCHOOL, DRIVE NW. ON COUNTY ROAD 318 FOR
 LN0522'2.8 MI. TO JUNCTION OF COUNTY ROADS 318 AND 10.  TAKE RIGHT FORK
 LN0522'(COUNTY ROAD 318) AND CONTINUE FOR 5.8 MI. TO JUNCTION OF COUNTY ROADS
 LN0522'318 AND 21 NEAR 2-BAR RANCH.  TURN RIGHT ON COUNTY ROAD 21 AND
 LN0522'CONTINUE FOR 3.4 MI. TO TRACK RD. S. AND E. UPHILL AFTER CROSSING DEEP
 LN0522'DRAIN ON MAIN RD.  TURN RIGHT AND FOLLOW TRACK RD. FOR 2.4 MI. TO RD.
 LN0522'FORK AT N. END OF BASE OF HILL.  TAKE RIGHT FORK UP N. FACE OF HILL.
 LN0522'CONTINUE ON MAIN BULLDOZED TRAIL TO E. FOR 3.5 MI. TO POINT WHERE
 LN0522'TRAIL ENDS AT E. EDGE OF CLIFF.  TURN SHARP RIGHT AND CONTINUE TO
 LN0522'HIGHEST POINT AND STATION SITE, ABOUT 500 FT. FROM CLIFF AT TRAIL
 LN0522'ENDING.
 LN0522'
 LN0522'STATION MARK--STANDARD USGS BRONZE TABLET SET IN A CONCRETE POST,
 LN0522'STAMPED ---GODIVA 1955---, PROJECTING ABOUT 0.2 FT. ABOVE GROUND.
 LN0522'
 LN0522'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3996 ***********************************************************************
 AB3996  DESIGNATION -  GOETZCKE
 AB3996  PID         -  AB3996
 AB3996  STATE/COUNTY-  CO/CHEYENNE
 AB3996  USGS QUAD   -  NORTH OF BIG SPRING (1979)
 AB3996
 AB3996                         *CURRENT SURVEY CONTROL
 AB3996  ___________________________________________________________________
 AB3996* NAD 83(1992)-  39 01 40.82628(N)    102 47 55.17507(W)     ADJUSTED  
 AB3996* NAVD 88     -      1463.5    (meters)    4801.     (feet)  GPS OBS   
 AB3996  ___________________________________________________________________
 AB3996  X           -  -1,099,318.931 (meters)                     COMP
 AB3996  Y           -  -4,839,194.303 (meters)                     COMP
 AB3996  Z           -   3,995,640.448 (meters)                     COMP
 AB3996  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 AB3996  ELLIP HEIGHT-        1441.26  (meters)          (12/03/02) GPS OBS
 AB3996  GEOID HEIGHT-         -22.31  (meters)                     GEOID03
 AB3996
 AB3996  HORZ ORDER  -  FIRST
 AB3996  ELLP ORDER  -  FOURTH    CLASS II
 AB3996
 AB3996.The horizontal coordinates were established by GPS observations
 AB3996.and adjusted by the National Geodetic Survey in June 1996..
 AB3996
 AB3996.The orthometric height was determined by GPS observations and a
 AB3996.high-resolution geoid model.
 AB3996
 AB3996.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3996
 AB3996.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3996
 AB3996.The ellipsoidal height was determined by GPS observations
 AB3996.and is referenced to NAD 83.
 AB3996
 AB3996.The geoid height was determined by GEOID03.
 AB3996
 AB3996;                    North         East     Units Scale Factor Converg.
 AB3996;SPC CO C     -   440,895.150 1,148,267.670   MT  0.99993672   +1 42 13.3
 AB3996;SPC CO C     - 1,446,503.50  3,767,274.85   sFT  0.99993672   +1 42 13.3
 AB3996;UTM  13      - 4,322,190.286   690,552.550   MT  1.00004712   +1 23 11.8
 AB3996
 AB3996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3996!SPC CO C     -   0.99977392  x   0.99993672  =   0.99971066
 AB3996!UTM  13      -   0.99977392  x   1.00004712  =   0.99982103
 AB3996
 AB3996                          SUPERSEDED SURVEY CONTROL
 AB3996
 AB3996  ELLIP H (06/14/96) 1441.21   (m)                       GP(       ) 1 2
 AB3996
 AB3996.Superseded values are not recommended for survey control.
 AB3996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3996.See file dsdata.txt to determine how the superseded data were derived.
 AB3996
 AB3996_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD9055322190(NAD 83)
 AB3996_MARKER: DH = HORIZONTAL CONTROL DISK
 AB3996_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AB3996_STAMPING: GOETZCKE 1996
 AB3996_MARK LOGO: NGS   
 AB3996_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB3996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB3996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3996+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB3996
 AB3996  HISTORY     - Date     Condition        Report By
 AB3996  HISTORY     - 1996     MONUMENTED       CODOT
 AB3996
 AB3996                          STATION DESCRIPTION
 AB3996
 AB3996'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (KAW)
 AB3996'THE STATION WILL BE USED DURING A COLORADO HARN DENSIFICATION PROJECT
 AB3996'THE STATION IS LOCATED ABOUT 23 MI (37.0 KM) SOUTH OF SIEBERT AND 18
 AB3996'MI (29.0 KM) NORTH OF KIT CARSON AT STATE HIGHWAY 59 (SH 59) REFERENCE
 AB3996'POST 18.2 IN THE SOUTHWEST 1/4 OF SECTION 4, T 12 S, R 48 W, 6TH P.M.
 AB3996'IT IS 0.8 MI (1.3 KM) SOUTH OF THE CHEYENNE-KIT CARSON COUNTY LINE.
 AB3996'OWNERSHIP-- COLORADO DEPARTMENT OF TRANSPORTATION. TO REACH THE
 AB3996'STATION FROM THE JUNCTION OF SH 59 AND US 40/287 IN KIT CARSON,
 AB3996'PROCEED NORTH OF SH 59 FOR 18.2 MI (29.3 KM) TO THE STATION ON THE
 AB3996'RIGHT. TO REACH THE STATION FROM THE JUNCTION OF I-70 AND SH 59 IN
 AB3996'SIEBERT, PROCEED SOUTH ON SH 59 FOR 22.2 MI (35.7 KM) TO THE STATION
 AB3996'ON THE LEFT. THE STATION IS A BRASS NGS HORIZONTAL DISK IN A CONCRETE
 AB3996'POST SET FLUSH WITH THE GROUND.  IT IS 88 FT (26.8 M) SOUTH OF A POWER
 AB3996'POLE, 44 FT (13.4 M) NORTH OF A FIELD ACCESS GATE, 42 FT (12.8 M) EAST
 AB3996'OF THE CENTER OF SH 59, 7 FT (2.1 M) WEST OF THE EAST RIGHT OF WAY
 AB3996'FENCE OF SH 59, 2 FT (0.6 M) SOUTH OF A COLORADO DEPARTMENT OF
 AB3996'HIGHWAYS (CDOH) FIBERGLASS WITNESS POST, AND 2 FT (0.6 M) NORTHEAST OF
 AB3996'A CDOH FIBERGLASS WITNESS POST.  IT IS LOCATED ACROSS SH 59 FROM A
 AB3996'FARM HOUSE. DESCRIPTION BY K A WILLIAMS, CODOT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0700 ***********************************************************************
 JL0700  DESIGNATION -  GOLD
 JL0700  PID         -  JL0700
 JL0700  STATE/COUNTY-  CO/GUNNISON
 JL0700  USGS QUAD   -  IRIS NW (1979)
 JL0700
 JL0700                         *CURRENT SURVEY CONTROL
 JL0700  ___________________________________________________________________
 JL0700* NAD 83(1992)-  38 25 45.36021(N)    106 55 35.93557(W)     ADJUSTED  
 JL0700* NAVD 88     -      2776.8    (meters)    9110.     (feet)  VERTCON   
 JL0700  ___________________________________________________________________
 JL0700  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 JL0700  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 JL0700
 JL0700  HORZ ORDER  -  FIRST
 JL0700
 JL0700.The horizontal coordinates were established by classical geodetic methods
 JL0700.and adjusted by the National Geodetic Survey in January 1993..
 JL0700
 JL0700.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0700
 JL0700.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0700
 JL0700.The geoid height was determined by GEOID03.
 JL0700
 JL0700;                    North         East     Units Scale Factor Converg.
 JL0700;SPC CO C     -   371,932.169   789,834.303   MT  1.00000414   -0 53 59.2
 JL0700;SPC CO C     - 1,220,247.46  2,591,314.71   sFT  1.00000414   -0 53 59.2
 JL0700;SPC CO S     -   501,378.670   789,834.634   MT  0.99999926   -0 52 30.3
 JL0700;SPC CO S     - 1,644,939.85  2,591,315.80   sFT  0.99999926   -0 52 30.3
 JL0700;UTM  13      - 4,255,202.594   331,828.877   MT  0.99994830   -1 11 52.0
 JL0700
 JL0700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0700!SPC CO C     -   0.99956674  x   1.00000414  =   0.99957088
 JL0700!SPC CO S     -   0.99956674  x   0.99999926  =   0.99956600
 JL0700!UTM  13      -   0.99956674  x   0.99994830  =   0.99951506
 JL0700
 JL0700:                Primary Azimuth Mark                     Grid Az
 JL0700:SPC CO C     -  GUNNISON MTN STS TT CO MST 30            006 24 10.4
 JL0700:SPC CO S     -  GUNNISON MTN STS TT CO MST 30            006 22 41.5
 JL0700:UTM  13      -  GUNNISON MTN STS TT CO MST 30            006 42 03.2
 JL0700
 JL0700|---------------------------------------------------------------------|
 JL0700| PID    Reference Object                     Distance      Geod. Az  |
 JL0700|                                                           dddmmss.s |
 JL0700| JL0715 GUNNISON MTN STS TT CO MST 30       APPROX.15.1 KM 0053011.2 |
 JL0700| CM6466 GOLD RM 1                             8.308 METERS 05114     |
 JL0700| CM6467 GOLD RM 2                            10.250 METERS 14146     |
 JL0700| CM6465 GOLD AZ MK                                         1655044.9 |
 JL0700|---------------------------------------------------------------------|
 JL0700
 JL0700                          SUPERSEDED SURVEY CONTROL
 JL0700
 JL0700  NAD 83(1986)-  38 25 45.35846(N)    106 55 35.94532(W) AD(       ) 1
 JL0700  NAD 27      -  38 25 45.38970(N)    106 55 33.78540(W) AD(       ) 1
 JL0700  NGVD 29 (07/19/86) 2775.2    (m)         9105.     (f) VERT ANG       
 JL0700
 JL0700.Superseded values are not recommended for survey control.
 JL0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0700.See file dsdata.txt to determine how the superseded data were derived.
 JL0700
 JL0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC3182955203(NAD 83)
 JL0700_MARKER: DS = TRIANGULATION STATION DISK
 JL0700_SETTING: 66 = SET IN ROCK OUTCROP
 JL0700_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 JL0700
 JL0700  HISTORY     - Date     Condition        Report By
 JL0700  HISTORY     - 1958     MONUMENTED       CGS
 JL0700
 JL0700                          STATION DESCRIPTION
 JL0700
 JL0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 JL0700'THE STATION IS ABOUT 8 MILES SOUTH OF GUNNISON AND 1-1/2 MILES
 JL0700'NORTH OF THE GUNNISON-SAGUACHE COUNTY LINE.  IT IS ON THE HIGHEST
 JL0700'POINT OF A ROCKY, NORTH-SOUTH RIDGE AND IS BETWEEN GOLD BASIN
 JL0700'CREEK AND SOUTH BEAVER CREEK.  IT IS IN THE SOUTHWEST 1/4 OF
 JL0700'SECTION 12, T 48 N, R 1 W.  THE ELEVATION AT THE STATION IS
 JL0700'9104 FEET.
 JL0700'
 JL0700'TO REACH THE STATION FROM THE STOP AND GO LIGHT AND THE JUNCTION
 JL0700'OF U.S. HIGHWAY 50 AND STATE HIGHWAY 135 IN GUNNISON, GO WEST ON
 JL0700'HIGHWAY 50 FOR 1.6 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT
 JL0700'AND FOLLOW THE MAIN TRAVELED ROAD (AROUND THE AIRPORT) EASTERLY
 JL0700'AND SOUTHERLY FOR 2.6 MILES TO A FORK, TAKE THE RIGHT ROAD AND
 JL0700'GO SOUTH FOR 5.6 MILES TO A CREEK CROSSING AND A DIM TRACK
 JL0700'ROAD IMMEDIATELY AFTER CROSSING THE CREEK, TURN RIGHT AND GO
 JL0700'WESTERLY ON THE TRACK ROAD FOR 0.7 MILE TO THE TOP OF RIDGE,
 JL0700'TURN LEFT (LEAVING TRACK ROAD) AND GO SOUTH ALONG THE WEST
 JL0700'SIDE OF A ROCKY LEDGE FOR 0.35 MILE, BEAR LEFT AND GO
 JL0700'SOUTHEAST FOR 0.15 MILE TO THE BOTTOM OF A DRAW, FOLLOW
 JL0700'THE DRAW SOUTHEAST FOR 0.5 MILE TO A ROCK OUTCROP AT THE SOUTH
 JL0700'END OF THE RIDGE AND THE AZIMUTH MARK ON THE RIGHT, TURN
 JL0700'SHARP LEFT AND GO NORTH FOR 0.3 MILE TO THE HIGHEST POINT OF
 JL0700'RIDGE AND THE STATION.
 JL0700'
 JL0700'THE STATION MARK IS A STANDARD DISK, STAMPED GOLD 1958, CEMENTED
 JL0700'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH
 JL0700'THE GROUND.  IT IS 33 FEET WEST OF THE EDGE OF A STEEP
 JL0700'BLUFF AND 8 FEET WEST OF A WHITE WITNESS POST.
 JL0700'
 JL0700'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GOLD NO 1 1958,
 JL0700'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH
 JL0700'WITH THE GROUND SURFACE.  IT IS 3 FEET WEST OF THE EDGE OF
 JL0700'THE BLUFF.
 JL0700'
 JL0700'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GOLD NO 2 1958,
 JL0700'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 JL0700'ABOUT 6 INCHES.  IT IS 7 FEET WEST OF THE EDGE OF THE BLUFF.
 JL0700'
 JL0700'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED GOLD 1958, CEMENTED
 JL0700'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT
 JL0700'5 INCHES.  IT IS NEAR THE EAST END OF A SMALL ROCK LEDGE AND
 JL0700'3 FEET NORTHEAST OF A WHITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1366 ***********************************************************************
 LL1366  DESIGNATION -  GOLD RUN
 LL1366  PID         -  LL1366
 LL1366  STATE/COUNTY-  CO/GRAND
 LL1366  USGS QUAD   -  TRAIL MOUNTAIN (1978)
 LL1366
 LL1366                         *CURRENT SURVEY CONTROL
 LL1366  ___________________________________________________________________
 LL1366* NAD 83(1992)-  40 11 51.17510(N)    105 59 28.34956(W)     ADJUSTED  
 LL1366* NAVD 88     -      2919.     (meters)    9577.     (feet)  SCALED    
 LL1366  ___________________________________________________________________
 LL1366  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 LL1366  GEOID HEIGHT-         -12.39  (meters)                     GEOID03
 LL1366
 LL1366  HORZ ORDER  -  FIRST
 LL1366
 LL1366.The horizontal coordinates were established by classical geodetic methods
 LL1366.and adjusted by the National Geodetic Survey in January 1993..
 LL1366
 LL1366.The orthometric height was scaled from a topographic map.
 LL1366
 LL1366.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1366
 LL1366.The geoid height was determined by GEOID03.
 LL1366
 LL1366;                    North         East     Units Scale Factor Converg.
 LL1366;SPC CO N     -   400,870.566   872,578.793   MT  0.99995727   -0 19 02.6
 LL1366;SPC CO N     - 1,315,189.52  2,862,785.59   sFT  0.99995727   -0 19 02.6
 LL1366;UTM  13      - 4,450,154.589   415,634.378   MT  0.99968762   -0 38 23.2
 LL1366
 LL1366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1366!SPC CO N     -   0.99954416  x   0.99995727  =   0.99950145
 LL1366!UTM  13      -   0.99954416  x   0.99968762  =   0.99923193
 LL1366
 LL1366|---------------------------------------------------------------------|
 LL1366| PID    Reference Object                     Distance      Geod. Az  |
 LL1366|                                                           dddmmss.s |
 LL1366| CP8109 GOLD RUN RM 1                         4.522 METERS 09641     |
 LL1366| CP8108 GOLD RUN AZ MK                                     2504952.7 |
 LL1366| CP8110 GOLD RUN RM 2                         5.538 METERS 35335     |
 LL1366|---------------------------------------------------------------------|
 LL1366
 LL1366                          SUPERSEDED SURVEY CONTROL
 LL1366
 LL1366  NAD 83(1986)-  40 11 51.16850(N)    105 59 28.34589(W) AD(       ) 1
 LL1366  NAD 27      -  40 11 51.22000(N)    105 59 26.28000(W) AD(       ) 1
 LL1366
 LL1366.Superseded values are not recommended for survey control.
 LL1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1366.See file dsdata.txt to determine how the superseded data were derived.
 LL1366
 LL1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE1563450155(NAD 83)
 LL1366_MARKER: DS = TRIANGULATION STATION DISK
 LL1366_SETTING: 0 = UNSPECIFIED SETTING
 LL1366
 LL1366  HISTORY     - Date     Condition        Report By
 LL1366  HISTORY     - 1939     MONUMENTED       CGS
 LL1366  HISTORY     - 1955     GOOD             USGS
 LL1366
 LL1366                          STATION DESCRIPTION
 LL1366
 LL1366'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ)
 LL1366'LOCATED ON A SHALE ROCK RIDGE BETWEEN GOLD RUN AND TRAIL
 LL1366'CREEK, ABOUT 1-1/4 MILES NORTHEASTERLY FROM THE MOUTH OF
 LL1366'GOLD RUN CREEK AND THE BRIDGE ON HIGHWAY 125 WHERE IT CROSSES
 LL1366'THE CREEK.  ON THE SOUTHERLY END OF THE RIDGE.
 LL1366'
 LL1366'FROM THE POST OFFICE AT GRANBY, GO WESTERLY ON U.S. HIGHWAY
 LL1366'40 TO ITS JUNCTION WITH HIGHWAY 125, CONTINUE ON HIGHWAY 125
 LL1366'FOR 5.8 MILES (NORTH-NORTHWESTERLY), CROSSING THE BRIDGE OVER
 LL1366'GOLD RUN CREEK AND CONTINUE 0.15 MILE.  TURN RIGHT, EAST,
 LL1366'OFF HIGHWAY AND FOLLOW TRACK-ROAD UP GOLD RUN CREEK FOR 1.35
 LL1366'MILE, TO WHERE THERE IS AN OLD EARTHEN DAM SITE, THE END OF
 LL1366'TRUCK TRAVEL.  PACK EASTERLY UP STEEP SLOPE ON NORTHERLY
 LL1366'SIDE OF RAVINE TO TOP OF RIDGE AND STATION, ABOUT ONE HOUR PACK.
 LL1366'
 LL1366'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK IN OUTCROPPING
 LL1366'BEDROCK, AND AZIMUTH MARK IS A STANDARD BRONZE
 LL1366'DISK IN A BOULDER.
 LL1366'
 LL1366'THE AZIMUTH MARK IS ABOUT 0.4 MILE FROM THE END OF TRUCK
 LL1366'TRAVEL, TO THE WEST OF THE ROAD ABOUT 80 PACES, IN A BOULDER
 LL1366'NATURALLY LOCATED.
 LL1366'
 LL1366'THE STATION MARK AND REFERENCE MARK NO. 1, ARE STANDARD DISKS
 LL1366'WELDED ON SECTIONS OF TWO-INCH SOIL PIPE, PIPES SECURELY
 LL1366'ANCHORED IN GROUND WITH CONCRETE.
 LL1366
 LL1366                          STATION RECOVERY (1955)
 LL1366
 LL1366'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 LL1366'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1256 ***********************************************************************
 LL1256  DESIGNATION -  GOLDART ET
 LL1256  PID         -  LL1256
 LL1256  STATE/COUNTY-  CO/WELD
 LL1256  USGS QUAD   -  PURCELL (1960)
 LL1256
 LL1256                         *CURRENT SURVEY CONTROL
 LL1256  ___________________________________________________________________
 LL1256* NAD 83(1992)-  40 44 55.53742(N)    104 34 13.95651(W)     ADJUSTED  
 LL1256* NAVD 88     -      1634.3    (meters)    5362.     (feet)  VERTCON   
 LL1256  ___________________________________________________________________
 LL1256  LAPLACE CORR-          -5.39  (seconds)                    DEFLEC99
 LL1256  GEOID HEIGHT-         -17.63  (meters)                     GEOID03
 LL1256
 LL1256  HORZ ORDER  -  THIRD
 LL1256
 LL1256.The horizontal coordinates were established by classical geodetic methods
 LL1256.and adjusted by the National Geodetic Survey in January 1993..
 LL1256
 LL1256.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1256
 LL1256.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1256
 LL1256.The geoid height was determined by GEOID03.
 LL1256
 LL1256;                    North         East     Units Scale Factor Converg.
 LL1256;SPC CO N     -   462,372.775   992,896.148   MT  0.99999457   +0 36 02.0
 LL1256;SPC CO N     - 1,516,968.01  3,257,526.78   sFT  0.99999457   +0 36 02.0
 LL1256;UTM  13      - 4,510,956.383   536,254.800   MT  0.99961618   +0 16 49.2
 LL1256
 LL1256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1256!SPC CO N     -   0.99974646  x   0.99999457  =   0.99974104
 LL1256!UTM  13      -   0.99974646  x   0.99961618  =   0.99936274
 LL1256
 LL1256:                Primary Azimuth Mark                     Grid Az
 LL1256:SPC CO N     -  COW ET                                   164 53 52.9
 LL1256:UTM  13      -  COW ET                                   165 13 05.7
 LL1256
 LL1256|---------------------------------------------------------------------|
 LL1256| PID    Reference Object                     Distance      Geod. Az  |
 LL1256|                                                           dddmmss.s |
 LL1256| LL1255 COW ET                              APPROX.10.2 KM 1652954.9 |
 LL1256|---------------------------------------------------------------------|
 LL1256
 LL1256                          SUPERSEDED SURVEY CONTROL
 LL1256
 LL1256  NAD 83(1986)-  40 44 55.52494(N)    104 34 13.95353(W) AD(       ) 3
 LL1256  NAD 27      -  40 44 55.60392(N)    104 34 12.10429(W) AD(       ) 3
 LL1256  NGVD 29 (07/19/86) 1633.4    (m)         5359.     (f) VERT ANG       
 LL1256
 LL1256.Superseded values are not recommended for survey control.
 LL1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1256.See file dsdata.txt to determine how the superseded data were derived.
 LL1256
 LL1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF3625510956(NAD 83)
 LL1256_MARKER: DD = SURVEY DISK
 LL1256_SETTING: 0 = UNSPECIFIED SETTING
 LL1256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1256
 LL1256  HISTORY     - Date     Condition        Report By
 LL1256  HISTORY     - 1959     MONUMENTED       USGS
 LL1256
 LL1256                          STATION DESCRIPTION
 LL1256
 LL1256'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LL1256'STATION IS LOCATED ABOUT 3.0 MI. N. AND 11.0 MI. E. OF NUNN, COLORADO,
 LL1256'ON THE SE. END OF A NW. TO SE. RIDGE, SEC. 17, T 9 N, R 64 W.
 LL1256'
 LL1256'TO REACH STATION FROM NUNN WATER TOWER, PROCEED NORTHERLY ALONG U.S.
 LL1256'HIGHWAY 85 FOR 0.4 MI. TO CROSSROAD, THENCE E. 5.5 MI. TO T-RD.,
 LL1256'THENCE N. 1.0 MI. TO CROSSROAD, THENCE E. 4.0 MI. TO CROSSROAD, THENCE
 LL1256'N. 2.0 MI. TO CROSSROAD, THENCE E. 1.0 MI. TO CROSSROAD, THENCE S. 0.2
 LL1256'MI. TO DRIVE INTO RANCH BUILDINGS, THENCE E. 0.5 MI. ALONG FARM RD.,
 LL1256'THENCE SE. ALONG FARM RD. FOR 0.4 MI. TO SE. END OF RIDGE AND TO
 LL1256'STATION.  STATION LIES ON HIGHEST POINT OF RIDGE AND 49 FT. SW. OF
 LL1256'FARM RD.
 LL1256'
 LL1256'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 6 IN.
 LL1256'ABOVE GROUND AND STAMPED ---GOLDART-ET 1959---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1854 ***********************************************************************
 KK1854  DESIGNATION -  GOLDEN KOA TV TOWER
 KK1854  PID         -  KK1854
 KK1854  STATE/COUNTY-  CO/JEFFERSON
 KK1854  USGS QUAD   -  MORRISON (1994)
 KK1854
 KK1854                         *CURRENT SURVEY CONTROL
 KK1854  ___________________________________________________________________
 KK1854* NAD 83(1992)-  39 43 48.15153(N)    105 14 03.82880(W)     ADJUSTED  
 KK1854* NAVD 88     -                                                        
 KK1854  ___________________________________________________________________
 KK1854  LAPLACE CORR-         -20.46  (seconds)                    DEFLEC99
 KK1854  GEOID HEIGHT-         -15.34  (meters)                     GEOID03
 KK1854
 KK1854  HORZ ORDER  -  THIRD
 KK1854
 KK1854.The horizontal coordinates were established by classical geodetic methods
 KK1854.and adjusted by the National Geodetic Survey in January 1993..
 KK1854
 KK1854
 KK1854.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1854
 KK1854.The geoid height was determined by GEOID03.
 KK1854
 KK1854;                    North         East     Units Scale Factor Converg.
 KK1854;SPC CO C     -   515,389.368   937,171.646   MT  0.99999611   +0 10 03.0
 KK1854;SPC CO C     - 1,690,906.62  3,074,703.98   sFT  0.99999611   +0 10 03.0
 KK1854;UTM  13      - 4,397,821.493   479,913.374   MT  0.99960497   -0 08 59.4
 KK1854
 KK1854                          SUPERSEDED SURVEY CONTROL
 KK1854
 KK1854  NAD 83(1986)-  39 43 48.15087(N)    105 14 03.81621(W) AD(       ) 4
 KK1854  NAD 27      -  39 43 48.19429(N)    105 14 01.85545(W) AD(       ) 3
 KK1854
 KK1854.Superseded values are not recommended for survey control.
 KK1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1854.See file dsdata.txt to determine how the superseded data were derived.
 KK1854
 KK1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7991397821(NAD 83)
 KK1854_MARKER: 43 = RADIO/TV TOWER
 KK1854
 KK1854  HISTORY     - Date     Condition        Report By
 KK1854  HISTORY     - 1978     FIRST OBSERVED   NGS
 KK1854
 KK1854                          STATION DESCRIPTION
 KK1854
 KK1854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 KK1854'THE GOLDEN KOA TELEVISION TOWER IS LOCATED ON LOOKOUT MOUNTAIN,
 KK1854'ABOUT 1 MILE SOUTH OF GOLDEN, THE TALLEST OF 5 MASTS AND TOWERS
 KK1854'ON THE MOUNTAIN.
 KK1854'
 KK1854'THE STATION IS THE RED LIGHT AT THE APEX OF THE 750 FOOT, RED
 KK1854'AND WHITE SINGLE COLUMN STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8584 ***********************************************************************
 AF8584  DESIGNATION -  GOLDSBERRY
 AF8584  PID         -  AF8584
 AF8584  STATE/COUNTY-  CO/MINERAL
 AF8584  USGS QUAD   -  WOLF CREEK PASS (1984)
 AF8584
 AF8584                         *CURRENT SURVEY CONTROL
 AF8584  ___________________________________________________________________
 AF8584* NAD 83(1992)-  37 28 29.84402(N)    106 47 30.63843(W)     ADJUSTED  
 AF8584* NAVD 88     -      3226.6    (meters)   10586.     (feet)  GPS OBS   
 AF8584  ___________________________________________________________________
 AF8584  X           -  -1,464,886.472 (meters)                     COMP
 AF8584  Y           -  -4,854,435.382 (meters)                     COMP
 AF8584  Z           -   3,861,312.118 (meters)                     COMP
 AF8584  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 AF8584  ELLIP HEIGHT-        3210.80  (meters)          (12/03/02) GPS OBS
 AF8584  GEOID HEIGHT-         -15.83  (meters)                     GEOID03
 AF8584
 AF8584  HORZ ORDER  -  FIRST
 AF8584  ELLP ORDER  -  FOURTH    CLASS II
 AF8584
 AF8584.The horizontal coordinates were established by GPS observations
 AF8584.and adjusted by the National Geodetic Survey in June 1998..
 AF8584
 AF8584.The orthometric height was determined by GPS observations and a
 AF8584.high-resolution geoid model.
 AF8584
 AF8584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF8584
 AF8584.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8584
 AF8584.The ellipsoidal height was determined by GPS observations
 AF8584.and is referenced to NAD 83.
 AF8584
 AF8584.The geoid height was determined by GEOID03.
 AF8584
 AF8584;                    North         East     Units Scale Factor Converg.
 AF8584;SPC CO S     -   395,297.667   800,139.459   MT  0.99996494   -0 47 32.6
 AF8584;SPC CO S     - 1,296,905.76  2,625,124.21   sFT  0.99996494   -0 47 32.6
 AF8584;UTM  13      - 4,149,070.606   341,559.123   MT  0.99990922   -1 05 25.5
 AF8584
 AF8584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8584!SPC CO S     -   0.99949640  x   0.99996494  =   0.99946136
 AF8584!UTM  13      -   0.99949640  x   0.99990922  =   0.99940567
 AF8584
 AF8584                          SUPERSEDED SURVEY CONTROL
 AF8584
 AF8584  ELLIP H (06/12/98) 3210.78   (m)                       GP(       ) 3 2
 AF8584
 AF8584.Superseded values are not recommended for survey control.
 AF8584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8584.See file dsdata.txt to determine how the superseded data were derived.
 AF8584
 AF8584_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB4155949071(NAD 83)
 AF8584_MARKER: DH = HORIZONTAL CONTROL DISK
 AF8584_SETTING: 80 = SET IN A BOULDER
 AF8584_STAMPING: GOLDSBERRY 1995
 AF8584_MARK LOGO: NGS   
 AF8584_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8584+STABILITY: SURFACE MOTION
 AF8584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8584+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AF8584
 AF8584  HISTORY     - Date     Condition        Report By
 AF8584  HISTORY     - 1995     MONUMENTED       NGS
 AF8584
 AF8584                          STATION DESCRIPTION
 AF8584
 AF8584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 AF8584'THE STATION IS LOCATED ABOUT 0.8 MI (1.3 KM) SOUTHWEST OF THE SNOW
 AF8584'SHED ON WOLF CREEK PASS, 0.8 MI (1.3 KM) SOUTHEAST OF WOLF CREEK PASS,
 AF8584'AT THE CDOT MAINTENANCE YARD AND ACROSS THE ROAD FROM THE SKI AREA, AT
 AF8584'U.  S.  HIGHWAY 160 MILEPOST 167.67.  OWNERSHIP--COLORADO DEPT.  OF
 AF8584'TRANSPORTATION RIGHT-OF-WAY  TO REACH THE STATION FROM THE TOP OF WOLF
 AF8584'CREEK PASS, GO EASTERLY FOR 1.1 MI (1.8 KM) ON U.  S.  HIGHWAY 160 TO
 AF8584'THE STATION ON THE LEFT AT THE CDOT MAINTENANCE YARD  THE STATION IS A
 AF8584'STANDARD DISK SET IN A DRILL HOLE IN A BOULDER 1.2 M (3.9 FT) BY 0.8 M
 AF8584'(2.6 FT) IN SIZE AND PROJECTING 0.3 M (1.0 FT) ABOVE THE GROUND.  IT
 AF8584'IS 66.0 M (216.5 FT) NORTH-NORTHWEST OF THE CENTER LINE OF U.  S.
 AF8584'HIGHWAY 160, 45.1 M (148.0 FT) EAST OF THE SOUTHEAST CORNER OF LOG
 AF8584'HOUSE, 30.3 M (99.4 FT) EAST OF A POWER POLE, 1.15 M (3.77 FT) WEST OF
 AF8584'A WITNESS POST, 1.1 M (3.6 FT) EAST OF A WITNESS POST AND ABOUT 4 M
 AF8584'(13.1 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0473 ***********************************************************************
 HK0473  CBN         -  This is a Cooperative Base Network Control Station.
 HK0473  DESIGNATION -  GOLF
 HK0473  PID         -  HK0473
 HK0473  STATE/COUNTY-  CO/LAS ANIMAS
 HK0473  USGS QUAD   -  TRINIDAD WEST (1979)
 HK0473
 HK0473                         *CURRENT SURVEY CONTROL
 HK0473  ___________________________________________________________________
 HK0473* NAD 83(1992)-  37 09 06.89678(N)    104 30 48.03007(W)     ADJUSTED  
 HK0473* NAVD 88     -      1922.8    (meters)    6308.     (feet)  GPS OBS   
 HK0473  ___________________________________________________________________
 HK0473  X           -  -1,275,919.136 (meters)                     COMP
 HK0473  Y           -  -4,928,878.220 (meters)                     COMP
 HK0473  Z           -   3,831,994.179 (meters)                     COMP
 HK0473  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 HK0473  ELLIP HEIGHT-        1904.05  (meters)          (10/21/02) GPS OBS
 HK0473  GEOID HEIGHT-         -18.74  (meters)                     GEOID03
 HK0473
 HK0473  HORZ ORDER  -  B
 HK0473  ELLP ORDER  -  FOURTH    CLASS II
 HK0473
 HK0473.The horizontal coordinates were established by GPS observations
 HK0473.and adjusted by the National Geodetic Survey in May 1992..
 HK0473
 HK0473.The orthometric height was determined by GPS observations and a
 HK0473.high-resolution geoid model.
 HK0473
 HK0473.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HK0473
 HK0473.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0473
 HK0473.The ellipsoidal height was determined by GPS observations
 HK0473.and is referenced to NAD 83.
 HK0473
 HK0473.The geoid height was determined by GEOID03.
 HK0473
 HK0473;                    North         East     Units Scale Factor Converg.
 HK0473;SPC CO S     -   359,118.669 1,002,050.657   MT  1.00001578   +0 36 18.7
 HK0473;SPC CO S     - 1,178,208.50  3,287,561.20   sFT  1.00001578   +0 36 18.7
 HK0473;UTM  13      - 4,111,835.937   543,214.787   MT  0.99962300   +0 17 38.1
 HK0473
 HK0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0473!SPC CO S     -   0.99970129  x   1.00001578  =   0.99971706
 HK0473!UTM  13      -   0.99970129  x   0.99962300  =   0.99932440
 HK0473
 HK0473:                Primary Azimuth Mark                     Grid Az
 HK0473:SPC CO S     -  TRINIDAD CATHOLIC CHURCH SPIRE           016 17 55.2
 HK0473:UTM  13      -  TRINIDAD CATHOLIC CHURCH SPIRE           016 36 35.8
 HK0473
 HK0473|---------------------------------------------------------------------|
 HK0473| PID    Reference Object                     Distance      Geod. Az  |
 HK0473|                                                           dddmmss.s |
 HK0473| HK0460 TRINIDAD CATHOLIC CHURCH SPIRE      APPROX. 2.0 KM 0165413.9 |
 HK0473| CM8177 GOLF RM 1                             8.086 METERS 02312     |
 HK0473| CM8178 GOLF RM 2                             7.780 METERS 11030     |
 HK0473| CM8176 GOLF AZ MK                                         1781555.0 |
 HK0473|---------------------------------------------------------------------|
 HK0473
 HK0473                          SUPERSEDED SURVEY CONTROL
 HK0473
 HK0473  ELLIP H (05/26/92) 1904.05   (m)                       GP(       ) 4 1
 HK0473  NAD 83(1986)-  37 09 06.90705(N)    104 30 48.02657(W) AD(       ) 1
 HK0473  NAD 27      -  37 09 06.83900(N)    104 30 46.08000(W) AD(       ) 1
 HK0473  NGVD 29 (07/19/86) 1922.4    (m)         6307.     (f) VERT ANG       
 HK0473
 HK0473.Superseded values are not recommended for survey control.
 HK0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0473.See file dsdata.txt to determine how the superseded data were derived.
 HK0473
 HK0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB4321511836(NAD 83)
 HK0473_MARKER: DS = TRIANGULATION STATION DISK
 HK0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0473_SP_SET: CONCRETE POST
 HK0473_STAMPING: GOLF 1945
 HK0473_MARK LOGO: CGS   
 HK0473_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HK0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0473+STABILITY: SURFACE MOTION
 HK0473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HK0473+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1994
 HK0473
 HK0473  HISTORY     - Date     Condition        Report By
 HK0473  HISTORY     - 1945     MONUMENTED       CGS
 HK0473  HISTORY     - 1945     GOOD             CGS
 HK0473  HISTORY     - 1955     GOOD             USE
 HK0473  HISTORY     - 1966     GOOD             CGS
 HK0473  HISTORY     - 1977     SEE DESCRIPTION  NGS
 HK0473  HISTORY     - 19910415 GOOD             NGS
 HK0473  HISTORY     - 19940606 GOOD             CODOT
 HK0473  HISTORY     - 20030925 MARK NOT FOUND   INDIV
 HK0473
 HK0473                          STATION DESCRIPTION
 HK0473
 HK0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAE)
 HK0473'STATION IS LOCATED ON A SMALL HILL 1 MILE S OF TRINIDAD AND
 HK0473'0.05 MILE W OF U.S. HIGHWAY 85 AND 87.  IT IS ABOUT 1/4 MILE S
 HK0473'OF THE CAWTHON TRINIDAD COURT, A TOURIST CAMP ON THE ABOVE
 HK0473'HIGHWAY.
 HK0473'
 HK0473'TO REACH THE STATION FROM THE POST OFFICE IN TRINIDAD, GO W
 HK0473'ON THE MAIN STREET 0.4 MILE TO WHERE U.S. HIGHWAY 85 AND 87
 HK0473'TURN LEFT (S) TOWARDS RATON AT THE GRAND HOTEL.  TURN LEFT AND
 HK0473'GO S ON THE HIGHWAY 1.1 MILES TO A DIRT ROAD RIGHT WHICH GOES
 HK0473'INTO A SMALL HOUSE, AND 0.3 MILE AFTER PASSING THE CAWTHON
 HK0473'TRINIDAD COURT.  TURN INTO THE RIGHT ON THIS DIRT ROAD 0.05 MILE
 HK0473'TO A POINT IN THE TREES W OF THE HOUSE.  PACK ACROSS FENCE LINE
 HK0473'AND N UP THE SMALL HILL FOR 152 FEET TO THE STATION.
 HK0473'
 HK0473'STATION MARK IS A BRONZE STATION DISK SET IN A SQUARE
 HK0473'CONCRETE POST WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 HK0473'IT IS LOCATED ON THE HIGHEST PART OF THE HILL, 410 FEET W OF
 HK0473'U.S. HIGHWAY 85 AND 87, 225 FEET NW OF THE NW CORNER OF THE
 HK0473'HOUSE MENTIONED IN THE DESCRIPTION ABOVE, 152 FEET NNW OF A
 HK0473'WIRE FENCE, AND 43.5 FEET ENE OF ANOTHER WIRE FENCE.  DISK IS
 HK0473'STAMPED GOLF 1945.  UNDERGROUND MARK IS A BRONZE STATION DISK
 HK0473'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 HK0473'
 HK0473'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 HK0473'CONCRETE POST WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.
 HK0473'IT IS LOCATED NNE OF THE STATION AND ABOUT 1-1/2 FEET LOWER.
 HK0473'DISK IS STAMPED GOLF NO 1 1945.
 HK0473'
 HK0473'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A SQUARE
 HK0473'CONCRETE POST WHICH PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 HK0473'IT IS LOCATED ESE OF THE STATION AND ABOUT 1-1/2 FEET
 HK0473'LOWER.  DISK IS STAMPED GOLF NO 2 1945.
 HK0473'
 HK0473'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN A DRILL HOLE IN THE
 HK0473'CONCRETE BRIDGE ABUTMENT, ON U.S. HIGHWAY 85 AND 87, AND IS
 HK0473'S OF THE STATION.  IT IS 19-1/2 FEET WNW OF THE CENTER LINE OF
 HK0473'THE HIGHWAY, IN THE SSW END OF THE BRIDGE, AND ABOUT 1-1/4
 HK0473'FEET ABOVE THE GROUND.  DISK IS STAMPED GOLF 1945.
 HK0473
 HK0473                          STATION RECOVERY (1945)
 HK0473
 HK0473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 HK0473'RECOVERED IN GOOD CONDITION.
 HK0473
 HK0473                          STATION RECOVERY (1955)
 HK0473
 HK0473'RECOVERY NOTE BY US ENGINEERS 1955 (JCT)
 HK0473'STATION RECOVERED AND FOUND IN GOOD CONDITION.  IT IS LOCATED
 HK0473'1.0 MILE SOUTH OF TRINIDAD, COLORADO.
 HK0473
 HK0473                          STATION RECOVERY (1966)
 HK0473
 HK0473'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (RWM)
 HK0473'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HK0473
 HK0473                          STATION RECOVERY (1977)
 HK0473
 HK0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 HK0473'STATION RECOVERED AND ALL MARKS WITH THE EXCEPTION OF STATION SURFACE
 HK0473'MARK WERE IN GOOD CONDITION.  STATION SURFACE MARK HAD BEEN CHOPPED
 HK0473'OFF ON SIDES.  IT WAS REPAIRED AT THIS TIME.  DISTANCE AND
 HK0473'DIRECTION TO REFERENCE MARKS CHECKED ADEQUATELY.
 HK0473'
 HK0473'LAND ON WHICH STATION IS ESTABLISHED IS OWNED BY MILDRED MACALUSO OF
 HK0473'POST OFFICE BOX 774, TRINIDAD, COLORADO 81082.
 HK0473'
 HK0473'STATION IS REACHED FROM THE POST OFFICE IN TRINIDAD.  GO WEST ON
 HK0473'MAIN STREET FOR 0.4 MILE.  TURN LEFT AND GO SOUTHERLY ON COUNTRY
 HK0473'CLUB ROAD (FORMERLY OLD U.S. HIGHWAYS 85 AND 87) FOR 1.15 MILES TO A
 HK0473'SURFACED ROAD RIGHT.  TURN RIGHT AND CONTINUE ON SURFACED
 HK0473'ROAD, WESTERLY FOR 0.05 MILE TO A GRAVELED DRIVE ON RIGHT.
 HK0473'TURN RIGHT AND GO NORTH ON DRIVE FOR ABOUT 100 FEET, THENCE
 HK0473'LEFT AND GO NORTHERLY UPHILL ON TRACK ROAD FOR 0.05 MILE TO
 HK0473'TOP OF SMALL HILL AND STATION.
 HK0473'
 HK0473'AZIMUTH MARK IS REACHED FROM THE JUNCTION OF COUNTRY CLUB ROAD AND
 HK0473'THE SURFACED RIGHT MENTIONED ABOVE.  GO SOUTH ON COUNTRY CLUB ROAD
 HK0473'FOR 0.45 MILE TO THE SOUTHWEST CORNER OF A CONCRETE BRIDGE AND MARK
 HK0473'IS ON RIGHT, AS DESCRIBED.
 HK0473'
 HK0473'STATION IS A STANDARD STATION MARK DISK, STAMPED GOLF 1945, SET IN
 HK0473'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTS ABOUT 4 INCHES.  MARK
 HK0473'IS 9.5 FEET SOUTH-SOUTHEAST OF A 6-INCH TELEPHONE LINE POLE.
 HK0473'
 HK0473'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED GOLF NO 1
 HK0473'1945, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT
 HK0473'4 INCHES.  MARK IS ABOUT 1-1/2 FEET LOWER IN ELEVATION THAN
 HK0473'STATION MARK.
 HK0473'
 HK0473'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED GOLF
 HK0473'NO 2 1945, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 HK0473'ABOUT 4 INCHES.  MARK IS ABOUT 1-1/2 FEET LOWER IN ELEVATION THAN
 HK0473'STATION MARK.
 HK0473'
 HK0473'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED GOLF 1945,
 HK0473'CEMENTED IN A DRILL HOLE, IN THE TOP OF THE SOUTHWEST WINGWALL OF
 HK0473'A CONCRETE BRIDGE.  MARK IS ABOUT 1-1/2 FEET HIGHER THAN THE
 HK0473'GROUND.  MARK IS 19-1/2 FEET WEST-NORTHWEST OF THE CENTER OF
 HK0473'COUNTRY CLUB ROAD AND 10 FEET LOWER THAN THE ROAD.
 HK0473'
 HK0473'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTH.
 HK0473
 HK0473                          STATION RECOVERY (1991)
 HK0473
 HK0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HK0473'STATION IS LOCATED ABOUT 2 KM (1.2 MI) SOUTH OF TRINIDAD, 2 KM
 HK0473'(1.2 MI) NORTH-NORTHEAST OF EXIT 11 OF INTERSTATE HIGHWAY 25, ON A
 HK0473'LOW KNOB WITH SPARSE TREES, IN THE SOUTHWEST 1/4 OF SECTION 24, T 33
 HK0473'S, R 64 W. OWNERSHIP--D.D. ANDERSON AND HAROLD W. PINE, 660 PARK
 HK0473'LANE, LAKEWOOD, CO 80226.  PHONE IS 303-237-6892.
 HK0473'TO REACH FROM THE OVERPASS AT EXIT 11 OF INTERSTATE HIGHWAY 25 (ABOUT
 HK0473'4 KM (2.5 MI) SOUTH OF TRINIDAD), GO EAST FOR 0.06 KM (0.04 MI) TO A
 HK0473'T-ROAD.  TURN LEFT, NORTH, ON HIGHWAY 25 BUSINESS (SANTA FE TRAIL)
 HK0473'FOR 1.82 KM (1.13 MI) TO COUNTY ROAD 69.3 ON THE RIGHT.  CONTINUE
 HK0473'AHEAD FOR 0.20 KM (0.12 MI) TO A PAVED ROAD LEFT.  TURN LEFT, WEST,
 HK0473'FOR 0.1 KM (0.1 MI) TO A DIRT ROAD RIGHT.  TURN RIGHT, NORTHEAST, FOR
 HK0473'30 M (98.4 FT) TO A TRACK ROAD LEFT.  BEAR LEFT, NORTH, ON TRACK ROAD
 HK0473'FOR 0.08 KM (0.05 MI) TO HIGH GROUND AND STATION.
 HK0473'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST
 HK0473'PROJECTING 5 CM.  IT IS 2.8 M (9.2 FT) SOUTH-SOUTHEAST OF A UTILITY
 HK0473'POLE, 8.5 M (27.9 FT) NORTH OF A 40-CM FORKED PINYON TREE, 21.1 M
 HK0473'(69.2 FT) SOUTHWEST OF A POWERLINE POLE, 16.2 M (53.1 FT) EAST OF A
 HK0473'WIRE FENCE AND 1.3 M (4.3 FT) EAST-NORTHEAST OF A FIBERGLASS WITNESS
 HK0473'POST.
 HK0473'DESCRIBED BY G.R.HEID
 HK0473
 HK0473                          STATION RECOVERY (1994)
 HK0473
 HK0473'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1994 (PG)
 HK0473'RECOVERED AS DESCRIBED.
 HK0473
 HK0473                          STATION RECOVERY (2003)
 HK0473
 HK0473'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MSJ)
 HK0473'FOUND CONCRETE BASES FOR STATION MARK AND BOTH REFERENCE MARKS.  THE
 HK0473'BRASS MARKERS HAVE BEEN REMOVED.  ONLY THE BENT STEM FOR REFERENCE
 HK0473'MARK 2 REMAINS.  DISTANCES TO THE PINON TREE, POWERLINE POLE AND TO
 HK0473'THE FIBERGLASS WITNESS POST (ONLY THE BASE REMAINS) CHECK TO THE
 HK0473'CONCRETE BASE FOR THE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0551 ***********************************************************************
 LN0551  DESIGNATION -  GOLF ET
 LN0551  PID         -  LN0551
 LN0551  STATE/COUNTY-  CO/RIO BLANCO
 LN0551  USGS QUAD   -  BANTY POINT (1962)
 LN0551
 LN0551                         *CURRENT SURVEY CONTROL
 LN0551  ___________________________________________________________________
 LN0551* NAD 83(1992)-  40 06 39.20384(N)    108 52 56.28139(W)     ADJUSTED  
 LN0551* NAVD 88     -      1620.1    (meters)    5315.     (feet)  VERTCON   
 LN0551  ___________________________________________________________________
 LN0551  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 LN0551  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 LN0551
 LN0551  HORZ ORDER  -  THIRD
 LN0551  VERT ORDER  -  THIRD ? (See Below)
 LN0551
 LN0551.The horizontal coordinates were established by classical geodetic methods
 LN0551.and adjusted by the National Geodetic Survey in November 1997..
 LN0551
 LN0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0551.The vertical order pertains to the NGVD 29 superseded value.
 LN0551
 LN0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0551
 LN0551.The geoid height was determined by GEOID03.
 LN0551
 LN0551;                    North         East     Units Scale Factor Converg.
 LN0551;SPC CO N     -   396,631.286   626,123.404   MT  0.99995981   -2 11 07.5
 LN0551;SPC CO N     - 1,301,281.14  2,054,206.53   sFT  0.99995981   -2 11 07.5
 LN0551;UTM  12      - 4,442,214.438   680,480.523   MT  1.00000100   +1 21 53.0
 LN0551
 LN0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0551!SPC CO N     -   0.99974849  x   0.99995981  =   0.99970831
 LN0551!UTM  12      -   0.99974849  x   1.00000100  =   0.99974949
 LN0551
 LN0551:                Primary Azimuth Mark                     Grid Az
 LN0551:SPC CO N     -  RAVEN ET                                 314 33 15.6
 LN0551:UTM  12      -  RAVEN ET                                 311 00 15.1
 LN0551
 LN0551|---------------------------------------------------------------------|
 LN0551| PID    Reference Object                     Distance      Geod. Az  |
 LN0551|                                                           dddmmss.s |
 LN0551| LN0555 RAVEN ET                            APPROX. 7.8 KM 3122208.1 |
 LN0551|---------------------------------------------------------------------|
 LN0551
 LN0551                          SUPERSEDED SURVEY CONTROL
 LN0551
 LN0551  NAD 83(1992)-  40 06 39.19025(N)    108 52 56.26798(W) AD(       ) 3
 LN0551  NAD 83(1986)-  40 06 39.18912(N)    108 52 56.26759(W) AD(       ) 3
 LN0551  NAD 27      -  40 06 39.24960(N)    108 52 53.88973(W) AD(       ) 3
 LN0551  NGVD 29 (07/19/86) 1618.9    (m)         5311.     (f) LEVELING    3  
 LN0551
 LN0551.Superseded values are not recommended for survey control.
 LN0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0551.See file dsdata.txt to determine how the superseded data were derived.
 LN0551
 LN0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK8048142214(NAD 83)
 LN0551_MARKER: DD = SURVEY DISK
 LN0551_SETTING: 0 = UNSPECIFIED SETTING
 LN0551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0551
 LN0551  HISTORY     - Date     Condition        Report By
 LN0551  HISTORY     - 1961     MONUMENTED       USGS
 LN0551
 LN0551                          STATION DESCRIPTION
 LN0551
 LN0551'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 LN0551'STATION LOCATED ABOUT 2.25 MI. N. AND 5 MI. W. OF RANGELY, ON THE
 LN0551'CALIFORNIA OIL COMPANY GOLF COURSE ON TOP OF SMALL RIDGE, ABOUT 50
 LN0551'FT. S. OF NO. 3 GREEN, ABOUT 160 FT. NE. OF STATE HIGHWAY 64.
 LN0551'
 LN0551'TO REACH FROM RANGELY POST OFFICE, PROCEED NW. ALONG STATE HIGHWAY 64
 LN0551'5.3 MI. TO CALIFORNIA OIL COMPANY GOLF COURSE AND STATION.
 LN0551'
 LN0551'STATION MARK--STANDARD TABLET IN 36 IN. CONCRETE POST PROJECTING 0.5
 LN0551'FT., STAMPED ---GOLF-ET 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3087 ***********************************************************************
 AI3087  DESIGNATION -  GOMEZ
 AI3087  PID         -  AI3087
 AI3087  STATE/COUNTY-  CO/ADAMS
 AI3087  USGS QUAD   -  LEADER SW (1978)
 AI3087
 AI3087                         *CURRENT SURVEY CONTROL
 AI3087  ___________________________________________________________________
 AI3087* NAD 83(1992)-  39 47 49.33164(N)    104 14 44.53587(W)     ADJUSTED  
 AI3087* NAVD 88     -      1545.5    (meters)    5071.     (feet)  GPS OBS   
 AI3087  ___________________________________________________________________
 AI3087  X           -  -1,207,846.327 (meters)                     COMP
 AI3087  Y           -  -4,757,401.245 (meters)                     COMP
 AI3087  Z           -   4,061,674.004 (meters)                     COMP
 AI3087  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 AI3087  ELLIP HEIGHT-        1526.87  (meters)          (12/03/02) GPS OBS
 AI3087  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 AI3087
 AI3087  HORZ ORDER  -  FIRST
 AI3087  ELLP ORDER  -  FOURTH    CLASS II
 AI3087
 AI3087.The horizontal coordinates were established by GPS observations
 AI3087.and adjusted by the National Geodetic Survey in December 1999..
 AI3087
 AI3087.The orthometric height was determined by GPS observations and a
 AI3087.high-resolution geoid model.
 AI3087
 AI3087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3087
 AI3087.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3087
 AI3087.The ellipsoidal height was determined by GPS observations
 AI3087.and is referenced to NAD 83.
 AI3087
 AI3087.The geoid height was determined by GEOID03.
 AI3087
 AI3087;                    North         East     Units Scale Factor Converg.
 AI3087;SPC CO N     -   357,045.174 1,021,822.539   MT  0.99998800   +0 48 37.6
 AI3087;SPC CO N     - 1,171,405.71  3,352,429.45   sFT  0.99998800   +0 48 37.6
 AI3087;UTM  13      - 4,405,502.745   564,577.009   MT  0.99965134   +0 28 58.1
 AI3087
 AI3087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3087!SPC CO N     -   0.99976052  x   0.99998800  =   0.99974852
 AI3087!UTM  13      -   0.99976052  x   0.99965134  =   0.99941194
 AI3087
 AI3087                          SUPERSEDED SURVEY CONTROL
 AI3087
 AI3087  ELLIP H (12/27/99) 1526.90   (m)                       GP(       ) 4 1
 AI3087
 AI3087.Superseded values are not recommended for survey control.
 AI3087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3087.See file dsdata.txt to determine how the superseded data were derived.
 AI3087
 AI3087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE6457705503(NAD 83)
 AI3087_MARKER: DD = SURVEY DISK
 AI3087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3087_STAMPING: GOMEZ 1999
 AI3087_MARK LOGO: CO-001
 AI3087_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI3087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3087+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3087
 AI3087  HISTORY     - Date     Condition        Report By
 AI3087  HISTORY     - 1999     MONUMENTED       JRENG
 AI3087
 AI3087                          STATION DESCRIPTION
 AI3087
 AI3087'DESCRIBED BY JR ENGINEERING LTD 1999 (TGB)
 AI3087'DESCRIBED BY JR ENGINEERING 1999 (TGB) .  THE STATION IS LOCATED ABOUT
 AI3087'5.9 MI (9.5 KM) NORTHEAST OF STRASBURG IN THE ROW OF BRADBURY-KREBS
 AI3087'ROAD IN THE SOUTHWEST 1/4 OF SECTION 8, T 3 S, R 61 W, 6TH P.M.
 AI3087'OWNERSHIP--ADAMS COUNTY.  TO REACH THE STATION FROM THE INTERSECTION
 AI3087'OF STRASBURG ROAD AND 88TH AVENUE, PROCEED EAST ON 88TH AVENUE FOR 4.0
 AI3087'MI (6.4 KM) TO THE INTERSECTON OF BRADBURY-KREBS ROAD, TURN RIGHT AND
 AI3087'PROCEED SOUTH ON BRADBURY-KREBS ROAD FOR 4.0 MI (6.4 KM) AND THE
 AI3087'STATION ON THE LEFT.  THE STATION IS A STANDARD ADAMS COUNTY BRASS
 AI3087'SURVEY MARK DISK STAMPED GOMEZ 1999 SET IN THE TOP OF A 24 INCH ROUND
 AI3087'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 29.0 FT (8.8 M) EAST OF
 AI3087'THE CENTER OF BRADBURY-KREBS ROAD, 43.0 FT (13.1 M) NORTH OF THE
 AI3087'CENTER OF A DIRT ROAD TO THE SOUTH, 3.0 FT (0.9 M) NORTH OF A
 AI3087'FIBERGLASS WITNESS POST, 3.1 FT (0.9 M) SOUTH OF A FIBERGLASS WITNESS
 AI3087'POST AND AT THE SAME LEVEL AS BRADBURY-KREBS ROAD.  DESCRIPTION BY
 AI3087'T.G.  BEERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0512 ***********************************************************************
 HM0512  DESIGNATION -  GOOD
 HM0512  PID         -  HM0512
 HM0512  STATE/COUNTY-  CO/MONTEZUMA
 HM0512  USGS QUAD   -  BATTLE ROCK (1979)
 HM0512
 HM0512                         *CURRENT SURVEY CONTROL
 HM0512  ___________________________________________________________________
 HM0512* NAD 83(1992)-  37 21 39.73007(N)    108 46 29.91849(W)     ADJUSTED  
 HM0512* NAVD 88     -      2183.7    (meters)    7164.     (feet)  VERTCON   
 HM0512  ___________________________________________________________________
 HM0512  LAPLACE CORR-           4.21  (seconds)                    DEFLEC99
 HM0512  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 HM0512
 HM0512  HORZ ORDER  -  FIRST
 HM0512
 HM0512.The horizontal coordinates were established by classical geodetic methods
 HM0512.and adjusted by the National Geodetic Survey in January 1993..
 HM0512
 HM0512.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0512
 HM0512.The Laplace correction was computed from DEFLEC99 derived deflections.
 HM0512
 HM0512.The geoid height was determined by GEOID03.
 HM0512
 HM0512;                    North         East     Units Scale Factor Converg.
 HM0512;SPC CO S     -   386,949.697   624,340.133   MT  0.99997928   -2 00 31.7
 HM0512;SPC CO S     - 1,269,517.46  2,048,355.92   sFT  0.99997928   -2 00 31.7
 HM0512;UTM  12      - 4,137,246.959   697,046.978   MT  1.00007830   +1 21 02.4
 HM0512
 HM0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0512!SPC CO S     -   0.99966055  x   0.99997928  =   0.99963984
 HM0512!UTM  12      -   0.99966055  x   1.00007830  =   0.99973883
 HM0512
 HM0512|---------------------------------------------------------------------|
 HM0512| PID    Reference Object                     Distance      Geod. Az  |
 HM0512|                                                           dddmmss.s |
 HM0512| CM6470 GOOD RM 2                            16.593 METERS 01056     |
 HM0512| CM6469 GOOD RM 1                            21.710 METERS 06827     |
 HM0512| CM6468 GOOD AZ MK                                         0734401.2 |
 HM0512|---------------------------------------------------------------------|
 HM0512
 HM0512                          SUPERSEDED SURVEY CONTROL
 HM0512
 HM0512  NAD 83(1986)-  37 21 39.72799(N)    108 46 29.91925(W) AD(       ) 1
 HM0512  NAD 27      -  37 21 39.73696(N)    108 46 27.56866(W) AD(       ) 1
 HM0512  NGVD 29 (07/19/86) 2182.6    (m)         7161.     (f) VERT ANG       
 HM0512
 HM0512.Superseded values are not recommended for survey control.
 HM0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0512.See file dsdata.txt to determine how the superseded data were derived.
 HM0512
 HM0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG9704737247(NAD 83)
 HM0512_MARKER: DD = SURVEY DISK
 HM0512_SETTING: 80 = SET IN A BOULDER
 HM0512_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HM0512
 HM0512  HISTORY     - Date     Condition        Report By
 HM0512  HISTORY     - 1972     MONUMENTED       DMA
 HM0512
 HM0512                          STATION DESCRIPTION
 HM0512
 HM0512'DESCRIBED BY DEFENSE MAP AGENCY 1972
 HM0512'THE STATION IS LOCATED ON THE HIGHEST POINT OF A ROCKY AND PINON
 HM0512'TREE COVERED EAST-WEST ESCARPMENT WHICH OVERLOOKS A VALLEY.  IT IS
 HM0512'ABOUT 11 MILES WEST OF CORTEZ, 5 MILES NORTH OF UTE PEAK AND 2.5
 HM0512'MILES NORTH OF STATE HIGHWAY 32.
 HM0512'
 HM0512'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 160
 HM0512'AND 666 IN CORTEZ, GO NORTH ON ROUTE 666 FOR 5.4 MILES TO
 HM0512'INTERSECTION WITH GOODMAN POINT ROAD.  TURN LEFT ON GOODMAN POINT
 HM0512'ROAD AND GO 4.4 MILES TO INTERSECTION WITH NORTH-SOUTH ROAD.  TURN
 HM0512'LEFT AND GO SOUTH FOR 0.5 MILE TO INTERSECTION WITH ROAD FROM THE
 HM0512'WEST.  TURN RIGHT AND GO WEST FOR 2.5 MILES TO INTERSECTION WITH
 HM0512'ROAD FROM THE SOUTH, TURN LEFT AND GO SOUTH FOR 1.7 MILES TO A
 HM0512'SHARP RIGHT TURN IN ROAD AT THE THERON STORY RANCH.  FROM THE
 HM0512'RANCH GO WEST FOR 0.8 MILE TO THE DEAN STANLEY RANCH ON THE
 HM0512'LEFT.  CONTINUE JUST PAST THE RANCH TO A ROAD ON THE LEFT.
 HM0512'TURN LEFT AND GO 1.6 MILES TO THE SOUTHWEST CORNER OF
 HM0512'CULTIVATED FIELDS.  FROM HERE, THE AZIMUTH MARK IS REACHED
 HM0512'BY TURNING LEFT FOR ABOUT 30 METERS TO A TRACK ROAD THROUGH
 HM0512'PINON TREES.  FOLLOW THE TRACK ROAD FOR ABOUT 300 METERS TO THE
 HM0512'EDGE OF THE SCARP AND SITE OF THE AZIMUTH MARK.  TO REACH THE
 HM0512'STATION FROM THE CORNER OF THE CULTIVATED FIELD, GO RIGHT
 HM0512'FOLLOWING A DIRT TRACK THROUGH PINON TREES FOR 0.2 MILE TO EDGE
 HM0512'OF SCARP AND SITE OF STATION.
 HM0512'
 HM0512'STATION MARK--A CORPS OF ENGINEERS DISK STAMPED--GOOD TPC 1972
 HM0512'CEMENTED IN A DRILL HOLE IN A LARGE FLAT BOULDER.
 HM0512'
 HM0512'REFERENCE MARK NO. 1--A CORPS OF ENGINEERS DISK STAMPED--RM 1 GOOD
 HM0512'TPC 1972 CEMENTED IN A DRILL HOLE IN A LARGE FLAT BOULDER ON THE
 HM0512'EDGE OF SCARP, 21.711 METERS NORTHEAST OF THE STATION.
 HM0512'
 HM0512'REFERENCE MARK NO. 2--A CORPS OF ENGINEERS DISK STAMPED--RM 2 GOOD
 HM0512'TPC 1972 CEMENTED IN A DRILL HOLE IN A LARGE FLAT ROCK PROJECTING
 HM0512'SLIGHTLY ABOVE GROUND, 16.593 METERS NORTH OF THE STATION.
 HM0512'
 HM0512'AZIMUTH MARK--A CORPS OF ENGINEERS DISK STAMPED--GOOD AZ. MK. TPC
 HM0512'1972 CEMENTED IN A DRILL HOLE IN A LARGE FLAT TOP OVER HANGING
 HM0512'BOULDER ABOUT 300 METERS NORTHEAST OF THE STATION.
 HM0512'
 HM0512'NOTE--STATION CAN BE DRIVEN TO WITH 2-WHEEL DRIVE VEHICLE.  PERSONS
 HM0512'INTERESTED IN VISITING THE STATION SHOULD CONTACT PROPERTY
 HM0512'OWNERS MR. THERON STORY 565-7012 AND MR. DEAN STANLEY 565-8608
 HM0512'IN CORTEZ.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0488 ***********************************************************************
 HM0488  DESIGNATION -  GOPHER
 HM0488  PID         -  HM0488
 HM0488  STATE/COUNTY-  CO/DOLORES
 HM0488  USGS QUAD   -  NIPPLE MOUNTAIN (1963)
 HM0488
 HM0488                         *CURRENT SURVEY CONTROL
 HM0488  ___________________________________________________________________
 HM0488* NAD 83(1992)-  37 44 43.72240(N)    108 22 02.24536(W)     ADJUSTED  
 HM0488* NAVD 88     -      2584.9    (meters)    8481.     (feet)  VERTCON   
 HM0488  ___________________________________________________________________
 HM0488  LAPLACE CORR-           6.95  (seconds)                    DEFLEC99
 HM0488  GEOID HEIGHT-         -17.76  (meters)                     GEOID03
 HM0488
 HM0488  HORZ ORDER  -  THIRD
 HM0488
 HM0488.The horizontal coordinates were established by classical geodetic methods
 HM0488.and adjusted by the National Geodetic Survey in January 1993..
 HM0488
 HM0488.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0488
 HM0488.The Laplace correction was computed from DEFLEC99 derived deflections.
 HM0488
 HM0488.The geoid height was determined by GEOID03.
 HM0488
 HM0488;                    North         East     Units Scale Factor Converg.
 HM0488;SPC CO S     -   428,409.157   661,745.921   MT  0.99994659   -1 45 31.4
 HM0488;SPC CO S     - 1,405,539.04  2,171,078.08   sFT  0.99994659   -1 45 31.4
 HM0488;UTM  12      - 4,180,839.576   731,962.105   MT  1.00026278   +1 36 44.4
 HM0488
 HM0488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0488!SPC CO S     -   0.99959733  x   0.99994659  =   0.99954394
 HM0488!UTM  12      -   0.99959733  x   1.00026278  =   0.99986000
 HM0488
 HM0488:                Primary Azimuth Mark                     Grid Az
 HM0488:SPC CO S     -  GOPHER AZ MK                             047 17 41.1
 HM0488:UTM  12      -  GOPHER AZ MK                             043 55 25.3
 HM0488
 HM0488|---------------------------------------------------------------------|
 HM0488| PID    Reference Object                     Distance      Geod. Az  |
 HM0488|                                                           dddmmss.s |
 HM0488| CM6471 GOPHER AZ MK                                       0453209.7 |
 HM0488| CM6472 GOPHER RM 1                           9.659 METERS 05816     |
 HM0488| CM6473 GOPHER RM 2                           9.128 METERS 20529     |
 HM0488|---------------------------------------------------------------------|
 HM0488
 HM0488                          SUPERSEDED SURVEY CONTROL
 HM0488
 HM0488  NAD 83(1986)-  37 44 43.71175(N)    108 22 02.24181(W) AD(       ) 3
 HM0488  NAD 27      -  37 44 43.73900(N)    108 21 59.93300(W) AD(       ) 3
 HM0488  NGVD 29 (07/19/86) 2583.5    (m)         8476.     (f) VERT ANG       
 HM0488
 HM0488.Superseded values are not recommended for survey control.
 HM0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0488.See file dsdata.txt to determine how the superseded data were derived.
 HM0488
 HM0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG3196280840(NAD 83)
 HM0488_MARKER: DS = TRIANGULATION STATION DISK
 HM0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0488_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HM0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0488+STABILITY: SURFACE MOTION
 HM0488
 HM0488  HISTORY     - Date     Condition        Report By
 HM0488  HISTORY     - 1937     MONUMENTED       CGS
 HM0488  HISTORY     - 1954     GOOD             WESGEO
 HM0488
 HM0488                          STATION DESCRIPTION
 HM0488
 HM0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 HM0488'STATION IS ABOUT 20.0 MILES NNE OF DOLORES, AND ABOUT 27.0 MILES
 HM0488'SSW OF NORWOOD.  IT IS ABOUT 140 YARDS E OF STATE HIGHWAY 147.
 HM0488'THE LAND IS PRIVATE PROPERTY, BUT THE OWNER COULD NOT BE FOUND.
 HM0488'
 HM0488'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 HM0488'BRONZE DISKS SET IN CONCRETE.
 HM0488'
 HM0488'REACHED FROM NORWOOD BY GOING E ON STATE HIGHWAY 145 1.6 MILES
 HM0488'TO THE JUNCTION OF HIGHWAYS 145 AND 147.  TURN RIGHT AND GO S
 HM0488'ON HIGHWAY 147, WHICH IS A GRADED DIRT ROAD, 34.5 MILES TO A
 HM0488'PLACE WHERE THERE IS A GATE ON BOTH SIDES OF THE ROAD.  THE
 HM0488'GATE ON THE LEFT IS A POLE GATE.  THESE GATES ARE A SHORT
 HM0488'DISTANCE BEYOND THE BRIDGE ACROSS BEAVER CREEK.  THEY ARE ALSO
 HM0488'7.4 MILES N OF THE WILLOW SPRINGS RANGER STATION.  TURN LEFT
 HM0488'THROUGH POLE GATE AND THEN RIGHT THROUGH WIRE GATE IN AN E-W
 HM0488'FENCE LINE, INTO A PASTURE.  THENCE DRIVE S ALONG THE HIGHWAY
 HM0488'FENCE ABOUT 0.25 MILE AND THEN LEFT ABOUT 100 YARDS TO THE
 HM0488'TOP OF THE KNOLL AND STATION SITE.  THE KNOLL IS COVERED WITH
 HM0488'GRASS AND SAGEBRUSH.  THE LOCATION IS LOW WITH HIGH HILLS ON
 HM0488'ALL SIDES.  BOLMEAR MOUNTAIN, A HIGH PROMINENT PEAK LIES
 HM0488'ONE MILE A LITTLE N OF W FROM THE STATION.  TO REACH THE
 HM0488'STATION FROM DOLORES GO N ON THE ROAD TO NORWOOD 19 MILES
 HM0488'TO THE WILLOW SPRINGS RANGER STATION.  CONTINUE 7.4 MILES
 HM0488'TO THE GATES AND CONTINUE AS ABOVE.
 HM0488'
 HM0488'THE AZIMUTH MARK IS IN THE FENCE CORNER BY THE WIRE GATE
 HM0488'MENTIONED ABOVE.
 HM0488
 HM0488                          STATION RECOVERY (1954)
 HM0488
 HM0488'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1954 (JH)
 HM0488'LETTER OF MR. JOHN HARRIS, WESTERN GEOPHYSICAL CO., DATED MAY 11,
 HM0488'1954--STATION RECOVERED IN GOOD CONDITION.  (CHANGE DESCRIPTION
 HM0488'TURN LEFT THRU POLE GATE TO READ TURN LEFT THRU WIRE GATE THAT
 HM0488'HAS SIGN TROY AND ADA KING HEREFORD RANCH ON IT.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0600 ***********************************************************************
 LM0600  DESIGNATION -  GORE
 LM0600  PID         -  LM0600
 LM0600  STATE/COUNTY-  CO/ROUTT
 LM0600  USGS QUAD   -  GORE MOUNTAIN (1980)
 LM0600
 LM0600                         *CURRENT SURVEY CONTROL
 LM0600  ___________________________________________________________________
 LM0600* NAD 83(1992)-  40 13 24.47267(N)    106 39 25.47254(W)     ADJUSTED  
 LM0600* NAVD 88     -      3259.     (meters)   10692.     (feet)  VERTCON   
 LM0600  ___________________________________________________________________
 LM0600  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 LM0600  GEOID HEIGHT-         -12.19  (meters)                     GEOID03
 LM0600
 LM0600  HORZ ORDER  -  FIRST
 LM0600
 LM0600.The horizontal coordinates were established by classical geodetic methods
 LM0600.and adjusted by the National Geodetic Survey in January 1993..
 LM0600
 LM0600.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0600
 LM0600.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0600
 LM0600.The geoid height was determined by GEOID03.
 LM0600
 LM0600;                    North         East     Units Scale Factor Converg.
 LM0600;SPC CO N     -   404,274.783   815,924.547   MT  0.99995696   -0 44 51.5
 LM0600;SPC CO N     - 1,326,358.18  2,676,912.45   sFT  0.99995696   -0 44 51.5
 LM0600;UTM  13      - 4,453,876.881   359,011.375   MT  0.99984470   -1 04 13.0
 LM0600
 LM0600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0600!SPC CO N     -   0.99949099  x   0.99995696  =   0.99944797
 LM0600!UTM  13      -   0.99949099  x   0.99984470  =   0.99933577
 LM0600
 LM0600:                Primary Azimuth Mark                     Grid Az
 LM0600:SPC CO N     -  GORE AZ MK                               178 51 10.8
 LM0600:UTM  13      -  GORE AZ MK                               179 10 32.3
 LM0600
 LM0600|---------------------------------------------------------------------|
 LM0600| PID    Reference Object                     Distance      Geod. Az  |
 LM0600|                                                           dddmmss.s |
 LM0600| CP5422 GORE AZ MK                                         1780619.3 |
 LM0600| CP5423 GORE RM 1                            13.380 METERS 18335     |
 LM0600| CP5424 GORE RM 2                             3.691 METERS 35547     |
 LM0600|---------------------------------------------------------------------|
 LM0600
 LM0600                          SUPERSEDED SURVEY CONTROL
 LM0600
 LM0600  NAD 83(1986)-  40 13 24.47001(N)    106 39 25.46950(W) AD(       ) 1
 LM0600  NAD 27      -  40 13 24.53000(N)    106 39 23.31600(W) AD(       ) 1
 LM0600  NGVD 29 (07/19/86) 3257.     (m)        10686.     (f) VERT ANG       
 LM0600
 LM0600.Superseded values are not recommended for survey control.
 LM0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0600.See file dsdata.txt to determine how the superseded data were derived.
 LM0600
 LM0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE5901153877(NAD 83)
 LM0600_MARKER: DS = TRIANGULATION STATION DISK
 LM0600_SETTING: 66 = SET IN ROCK OUTCROP
 LM0600
 LM0600  HISTORY     - Date     Condition        Report By
 LM0600  HISTORY     - 1939     MONUMENTED       CGS
 LM0600  HISTORY     - 1976     GOOD             USGS
 LM0600
 LM0600                          STATION DESCRIPTION
 LM0600
 LM0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ)
 LM0600'ABOUT 18 MILES NORTHWEST OF KREMMLING AND 13-1/2 MILES NORTHEAST
 LM0600'OF TOPONAS.  ON GORE PEAK, THE HIGHEST POINT BETWEEN THE HEAD
 LM0600'OF SERVICE CREEK AND SILVER CREEK, ONE MILE WEST OF THE ROUTT
 LM0600'COUNTY-GRAND COUNTY LINE, AND 3 MILES WEST AND 3/4 MILES SOUTH
 LM0600'OF BUFFALO PARK IN ROUTT NATIONAL FOREST.
 LM0600'
 LM0600'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 11 WITH
 LM0600'U.S. HIGHWAY NO. 40 IN KREMMLING.  GO NORTHWESTERLY ON U.S.
 LM0600'HIGHWAY 40 FOR 6.0 MILES TO THE JUNCTION OF STATE HIGHWAY
 LM0600'84.  TURN LEFT ON STATE HIGHWAY 84 AND GO 2.3 MILES TO A FORKS
 LM0600'AND A LARGE STONE HOUSE ON THE RIGHT, TURN RIGHT LEAVING
 LM0600'STATE HIGHWAY 84 AND GO 2.3 MILES TO A FORK.  TAKE RIGHT FORK
 LM0600'0.5 MILE TO FORK.  TAKE LEFT FORK WESTERLY THROUGH CATTLE
 LM0600'GUARD 1.7 MILES TO A FORK.  TAKE RIGHT FORK 0.7 MILE TO CATTLE
 LM0600'GUARD, CONTINUE 0.65 MILE TO GATE, CONTINUE 0.2 MILES TO GATE
 LM0600'AND DIM FORKS.  GO THROUGH GATE AND FOLLOW MAIN TRAVELED
 LM0600'ROAD 0.4 MILE TO A FORKS JUST BEYOND SOME DESERTED LOG
 LM0600'BUILDINGS, WIRE GATE ON EACH FORK.  TAKE LEFT FORK UP STEEP
 LM0600'SLOPE 0.4 MILE TO A BOARD GATE AT A DESERTED LOG HOUSE,
 LM0600'CONTINUE ON MAIN ROAD 0.1 MILE TO WIRE GATE, CONTINUE 0.45
 LM0600'MILE TO ANOTHER WIRE GATE, CONTINUE WESTERLY ON MAIN
 LM0600'ROAD 0.1 MILE TO WIRE GATE.  CONTINUE 1.3 MILES TO DIM
 LM0600'FORKS AT TOP OF HILL.  TAKE RIGHT FORK 0.4 MILE TO FORKS ON
 LM0600'RIDGE, TAKE RIGHT FORK ALONG TOP OF RIDGE 2.2 MILES TO A
 LM0600'LOG CABIN IN THE EDGE OF BUFFALO PARK AND PASSING THROUGH A
 LM0600'POLE GATE JUST BEFORE REACHING THE CABIN.  FROM THIS CABIN
 LM0600'THE STATION IS VISIBLE IN MAGNETIC AZIMUTH 250 DEGREES.
 LM0600'IT IS ON A BARE ROCK PROJECTING ABOVE HEAVY TIMBER ABOUT 3
 LM0600'MILES DISTANCE, AIRLINE.  TAKE LEFT FORK AT CABIN AND GO
 LM0600'0.15 MILES TO ANOTHER CABIN, CROSS DRAINAGE DITCH NEAR
 LM0600'CABIN AND FOLLOW THE EDGE OF THE PARK WESTERLY AND
 LM0600'SOUTHWESTERLY 0.5 MILE TO FOREST SERVICE SIGN ROCK CREEK
 LM0600'TRAIL.  CONTINUE SOUTH ALONG THE TRAIL 0.1 MILE TO EDGE OF
 LM0600'TIMBER AND THE END OF TRUCK TRAVEL.  CONTINUE ON TRAIL ABOUT
 LM0600'ONE MILE TO WHERE IT ENTERS OPEN MEADOW FILLED WITH BEAVER
 LM0600'PONDS.  CONTINUE ACROSS OPEN MEADOW ON DIM TRAIL AND ENTER
 LM0600'TIMBER AGAIN ABOUT 95 YARDS PAST THE SECOND BRIDGE.  THERE
 LM0600'IS A TREE MARKED WITH A TRIANGULAR BLAZE WHERE THE TRAIL ENTERS
 LM0600'THE TIMBER.  CONTINUE ABOUT A MILE TO ANOTHER MEADOW WITH SIGN
 LM0600'POST AT FAR END, AND TRAIL FORKS.  TAKE RIGHT FORK TOWARD
 LM0600'MORRISON CREEK ROAD AS INDICATED BY THE SIGN, AND GO ABOUT
 LM0600'1-1/4 MILES TO WHERE TRAIL PASSES ALONG THE LEFT SIDE OF
 LM0600'HUGE, VERTICAL GRANITE BOULDER AND ENTERS NARROW MEADOW.
 LM0600'FOLLOW DOWN MEADOW ABOUT 1/4 MILE TO SILVER CREEK CABIN,
 LM0600'FROM CABIN CONTINUE DOWN RIGHT SIDE OF MEADOW ON DIM TRAIL
 LM0600'ABOUT 1/4 MILE TO SMALL STREAM CROSSING AND TREE MARKED
 LM0600'WITH A TRIANGULAR BLAZE.  CROSS STREAM AND TURN RIGHT UP RIDGE
 LM0600'THROUGH MUCH FALLEN TIMBER.  PASS BETWEEN TWO LARGE
 LM0600'OUTCROPS OF BARE ROCKS AT THE TOP OF THE RIDGE AND CONTINUE
 LM0600'NORTHWESTERLY AND NORTHERLY FOR ABOUT 1-1/2 MILES TO WHERE THE
 LM0600'CANYON ON THE RIGHT BECOMES SHALLOW AND EASY TO CROSS.  CROSS
 LM0600'HEAD OF CANYON AND FOLLOW RIDGE EAST ABOUT 1/2 MILE TO
 LM0600'HIGHEST POINT AND STATION.
 LM0600'
 LM0600'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 LM0600'OUTCROPPING BEDROCK, AND AZIMUTH MARK IS
 LM0600'A STANDARD BRONZE DISK IN A BOULDER.  STATION MARK,
 LM0600'AZIMUTH MARK, AND REFERENCE MARKS ARE STAMPED GORE 1938.
 LM0600'
 LM0600'AZIMUTH MARK IS ABOUT 1/2 MILE SOUTH-SOUTHEAST OF STATION
 LM0600'AND IS ALONG THE TRAIL TO THE STATION.  IT IS IN A LARGE
 LM0600'BOULDER 15 FEET NORTH-NORTHWEST OF AN 8-INCH PINE TREE MARKED
 LM0600'WITH A TRIANGULAR BLAZE.
 LM0600
 LM0600                          STATION RECOVERY (1976)
 LM0600
 LM0600'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LM0600'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0572 ***********************************************************************
 LM0572  DESIGNATION -  GOULD
 LM0572  PID         -  LM0572
 LM0572  STATE/COUNTY-  CO/JACKSON
 LM0572  USGS QUAD   -  JACK CREEK RANCH (1956)
 LM0572
 LM0572                         *CURRENT SURVEY CONTROL
 LM0572  ___________________________________________________________________
 LM0572* NAD 83(1992)-  40 29 24.48727(N)    106 00 34.50553(W)     ADJUSTED  
 LM0572* NAVD 88     -      2821.5    (meters)    9257.     (feet)  VERTCON   
 LM0572  ___________________________________________________________________
 LM0572  LAPLACE CORR-           5.35  (seconds)                    DEFLEC99
 LM0572  GEOID HEIGHT-         -11.72  (meters)                     GEOID03
 LM0572
 LM0572  HORZ ORDER  -  THIRD
 LM0572
 LM0572.The horizontal coordinates were established by classical geodetic methods
 LM0572.and adjusted by the National Geodetic Survey in January 1993..
 LM0572
 LM0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0572
 LM0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0572
 LM0572.The geoid height was determined by GEOID03.
 LM0572
 LM0572;                    North         East     Units Scale Factor Converg.
 LM0572;SPC CO N     -   433,366.729   871,200.859   MT  0.99996555   -0 19 45.3
 LM0572;SPC CO N     - 1,421,804.01  2,858,264.82   sFT  0.99996555   -0 19 45.3
 LM0572;UTM  13      - 4,482,649.242   414,440.747   MT  0.99969011   -0 39 20.1
 LM0572
 LM0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0572!SPC CO N     -   0.99955942  x   0.99996555  =   0.99952499
 LM0572!UTM  13      -   0.99955942  x   0.99969011  =   0.99924967
 LM0572
 LM0572|---------------------------------------------------------------------|
 LM0572| PID    Reference Object                     Distance      Geod. Az  |
 LM0572|                                                           dddmmss.s |
 LM0572| CP5425 GOULD RM 1                           11.380 METERS 09329     |
 LM0572| CP5426 GOULD RM 2                            8.093 METERS 25440     |
 LM0572| LM0554 MOOR                                APPROX.18.1 KM 3371652.5 |
 LM0572|---------------------------------------------------------------------|
 LM0572
 LM0572                          SUPERSEDED SURVEY CONTROL
 LM0572
 LM0572  NAD 83(1986)-  40 29 24.48243(N)    106 00 34.50127(W) AD(       ) 3
 LM0572  NAD 27      -  40 29 24.54300(N)    106 00 32.44300(W) AD(       ) 3
 LM0572  NGVD 29 (07/19/86) 2820.0    (m)         9252.     (f) VERT ANG       
 LM0572
 LM0572.Superseded values are not recommended for survey control.
 LM0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0572.See file dsdata.txt to determine how the superseded data were derived.
 LM0572
 LM0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE1444182649(NAD 83)
 LM0572_MARKER: DS = TRIANGULATION STATION DISK
 LM0572_SETTING: 80 = SET IN A BOULDER
 LM0572_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LM0572
 LM0572  HISTORY     - Date     Condition        Report By
 LM0572  HISTORY     - 1949     MONUMENTED       CGS
 LM0572
 LM0572                          STATION DESCRIPTION
 LM0572
 LM0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LM0572'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTH OF GOULD, ABOUT
 LM0572'100 YARDS WEST OF THE MAIN ROAD, ON A SMALL RIDGE WHICH IS
 LM0572'ABOUT 100 YARDS LONG AND ABOUT 30 FEET HIGHER THAN ANY POINT
 LM0572'IN THE VICINITY.  THE RIDGE HAS RECENTLY BEEN CLEARED OF TIMBER
 LM0572'BUT STILL HAS A FEW SCATTERED TREES.  THE STATION IS ON THE
 LM0572'HIGHEST POINT, 7 FEET WEST OF A 5-INCH TRIANGLE BLAZE ON A
 LM0572'12-INCH PINE TREE, PROJECTS 2 INCHES AND IS STAMPED, GOULD
 LM0572'1949.
 LM0572'
 LM0572'REFERENCE MARK NO. 1 IS APPROXIMATELY 4 FEET LOWER THAN THE
 LM0572'STATION, ON THE SOUTHEAST SLOPE, 5 FEET SOUTH OF THE CREST OF
 LM0572'RIDGE, SET FLUSH, AND IS STAMPED, GOULD NO 1 1949.
 LM0572'
 LM0572'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 LM0572'STATION, PROJECTS 2 INCHES AND IS STAMPED, GOULD NO 2 1949.
 LM0572'
 LM0572'TRIANGULATION STATION MOOR 1949 IS THE AZIMUTH.
 LM0572'
 LM0572'TO REACH FROM THE POST OFFICE IN GOULD, TAKE THE ROAD SOUTH WHICH
 LM0572'IS JUST EAST OF THE POST OFFICE AND GO 0.8 MILE SOUTH TO A FORK.
 LM0572'TAKE THE LEFT FORK FOR 1.2 MILES TO A FORK.  TAKE THE LEFT FORK
 LM0572'FOR 1.1 MILES TO A SIDE ROAD RIGHT, JUST AFTER CROSSING A SMALL
 LM0572'WOODEN BRIDGE.  TURN RIGHT AND GO 0.05 MILE TO A TRIANGLE BLAZE
 LM0572'ON A 4-INCH PINE TREE ON LEFT (SOUTH) SIDE OF ROAD AND END OF
 LM0572'TRUCK TRAVEL.  FROM HERE PACK SOUTHERLY FOR APPROXIMATELY 100
 LM0572'YARDS TO TOP OF RIDGE AND STATION.  A 5-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0572 ***********************************************************************
 LK0572  DESIGNATION -  GOULD
 LK0572  PID         -  LK0572
 LK0572  STATE/COUNTY-  CO/WASHINGTON
 LK0572  USGS QUAD   -  NEW HAVEN (1972)
 LK0572
 LK0572                         *CURRENT SURVEY CONTROL
 LK0572  ___________________________________________________________________
 LK0572* NAD 83(1992)-  40 24 26.43078(N)    102 47 21.58169(W)     ADJUSTED  
 LK0572* NAVD 88     -      1292.     (meters)    4239.     (feet)  SCALED    
 LK0572  ___________________________________________________________________
 LK0572  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 LK0572  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 LK0572
 LK0572  HORZ ORDER  -  FIRST
 LK0572
 LK0572.The horizontal coordinates were established by classical geodetic methods
 LK0572.and adjusted by the National Geodetic Survey in January 1993..
 LK0572
 LK0572.The orthometric height was scaled from a topographic map.
 LK0572
 LK0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0572
 LK0572.The geoid height was determined by GEOID03.
 LK0572
 LK0572;                    North         East     Units Scale Factor Converg.
 LK0572;SPC CO N     -   427,565.694 1,144,450.344   MT  0.99996057   +1 45 05.2
 LK0572;SPC CO N     - 1,402,771.78  3,754,750.84   sFT  0.99996057   +1 45 05.2
 LK0572;UTM  13      - 4,475,316.193   687,583.745   MT  1.00003316   +1 26 00.3
 LK0572
 LK0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0572!SPC CO N     -   0.99980066  x   0.99996057  =   0.99976123
 LK0572!UTM  13      -   0.99980066  x   1.00003316  =   0.99983381
 LK0572
 LK0572:                Primary Azimuth Mark                     Grid Az
 LK0572:SPC CO N     -  GOULD AZ MK                              072 49 48.8
 LK0572:UTM  13      -  GOULD AZ MK                              073 08 53.7
 LK0572
 LK0572|---------------------------------------------------------------------|
 LK0572| PID    Reference Object                     Distance      Geod. Az  |
 LK0572|                                                           dddmmss.s |
 LK0572| CP8117 GOULD AZ MK                                        0743454.0 |
 LK0572| LK0537 ECKLEY WATER TANK                   APPROX.41.3 KM 1415814.0 |
 LK0572| CP8118 GOULD RM 1                           20.608 METERS 23005     |
 LK0572| LK0576 OTIS USBR RELAY STATION MAST        APPROX.15.3 KM 2771640.2 |
 LK0572| LK0650 STERLING REPEATER NO 5 MW MAST      APPROX.18.6 KM 2772428.7 |
 LK0572| CP8119 GOULD RM 2                           19.003 METERS 30411     |
 LK0572|---------------------------------------------------------------------|
 LK0572
 LK0572                          SUPERSEDED SURVEY CONTROL
 LK0572
 LK0572  NAD 83(1986)-  40 24 26.42689(N)    102 47 21.58082(W) AD(       ) 1
 LK0572  NAD 27      -  40 24 26.47355(N)    102 47 19.83716(W) AD(       ) 1
 LK0572
 LK0572.Superseded values are not recommended for survey control.
 LK0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0572.See file dsdata.txt to determine how the superseded data were derived.
 LK0572
 LK0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE8758475316(NAD 83)
 LK0572_MARKER: DS = TRIANGULATION STATION DISK
 LK0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0572_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LK0572
 LK0572  HISTORY     - Date     Condition        Report By
 LK0572  HISTORY     - 1969     MONUMENTED       CGS
 LK0572  HISTORY     - 1971     GOOD             USGS
 LK0572
 LK0572                          STATION DESCRIPTION
 LK0572
 LK0572'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 LK0572'THE STATION IS LOCATED ON PASTURE LAND OWNED BY MR. GEORGE GOULD,
 LK0572'IN THE N. 1/4 SEC. 13, T. 5 N., R.49W., 20 MILES NORTH AND 4 MILES
 LK0572'WEST OF YUMA, 20 MILES NORTH-NORTHEAST OF OTIS AND 0.5 MILE WEST
 LK0572'OF THE YUMA-WASHINGTON COUNTY LINE.
 LK0572'
 LK0572'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34 AND
 LK0572'STATE HIGHWAY 59 WHICH IS LOCATED IN THE EAST AND SOUTH EDGE OF
 LK0572'YUMA, GO NORTH ON STATE HIGHWAY 59 FOR 16.1 MILES TO A SIDE ROAD
 LK0572'ON THE LEFT AND A SIGN LONE STAR SCHOOL 7.  TURN LEFT AND GO WEST
 LK0572'ON A PAVED ROAD FOR 3.3 MILES TO A SIDE ROAD ON THE RIGHT.  TURN
 LK0572'RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 4.0 MILES TO A
 LK0572'CROSSROAD AND THE AZIMUTH MARK IN THE SOUTHWEST ANGLE OF THE
 LK0572'INTERSECTION.  TURN LEFT AND GO WEST ON A TRACK ROAD
 LK0572'FOR 0.5 MILE TO A FENCE CORNER.  TURN LEFT AND GO SOUTH ALONG
 LK0572'THE WEST SIDE OF A NORTH-SOUTH WIRE FENCE FOR 0.15 MILE TO THE
 LK0572'TOP OF THE HILL AND THE STATION ON THE LEFT.
 LK0572'
 LK0572'THE STATION MARK IS A STANDARD DISK STAMPED GOULD 1968, SET IN
 LK0572'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS 16
 LK0572'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 64.3 FEET SOUTHEAST
 LK0572'OF A METAL WITNESS POST AND 56 FEET EAST OF THE NORTH-SOUTH WIRE
 LK0572'FENCE.
 LK0572'
 LK0572'REFERENCE MARK 1 IS A STANDARD DISK STAMPED GOULD NO 1 1968, SET
 LK0572'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 LK0572'4 INCHES ABOVE THE GROUND.  IT IS 80.5 FEET SOUTH OF THE METAL
 LK0572'WITNESS POST AND 1 FOOT EAST OF THE NORTH-SOUTH WIRE FENCE.
 LK0572'
 LK0572'REFERENCE MARK 2 IS A STANDARD DISK STAMPED GOULD NO 2 1968, SET
 LK0572'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 LK0572'4 INCHES ABOVE THE GROUND.  IT IS 2.0 FEET SOUTH-SOUTHEAST OF
 LK0572'THE METAL WITNESS POST AND 1 FOOT EAST OF THE NORTH-SOUTH WIRE
 LK0572'FENCE.
 LK0572'
 LK0572'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GOULD 1968, SET IN
 LK0572'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 LK0572'1 INCH ABOVE THE GROUND.  IT IS 34 FEET WEST OF THE CENTER OF THE
 LK0572'GRAVEL ROAD, 2 FEET SOUTH OF A METAL WITNESS POST AND 2 FEET WEST
 LK0572'OF POWER LINE POLE NUMBER A 13 5 49.
 LK0572'
 LK0572'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LK0572
 LK0572                          STATION RECOVERY (1971)
 LK0572
 LK0572'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (HH)
 LK0572'THIS STATION WAS NOT OCCUPIED, THUS DISTANCES AND DIRECTIONS TO
 LK0572'THE REFERENCE MARKS WERE NOT REMEASURED.
 LK0572'
 LK0572'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 LK0572'USC AND GS NORTHEASTERN COLORADO UNADJUSTED FIELD DESCRIPTIONS.
 LK0572'
 LK0572'THE STATION AND REFERENCE MARKS ARE STANDARD USC AND GS BRONZE
 LK0572'DISKS, SET IN CONCRETE POSTS.
 LK0572'
 LK0572'STATION MARK--DISK SET 16 INCHES BELOW GROUND LEVEL, AND STAMPED
 LK0572'GOULD 1969.
 LK0572'
 LK0572'REFERENCE MARK NO. 1--DISK PROJECTING 0.3 FEET ABOVE GROUND, AND
 LK0572'STAMPED GOULD 1 1969.
 LK0572'
 LK0572'REFERENCE MARK NO. 2--DISK PROJECTING 0.3 FEET ABOVE GROUND, AND
 LK0572'STAMPED GOULD 2 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7727 ***********************************************************************
 AH7727  DESIGNATION -  GPS 001
 AH7727  PID         -  AH7727
 AH7727  STATE/COUNTY-  CO/EAGLE
 AH7727  USGS QUAD   -  DOTSERO (1987)
 AH7727
 AH7727                         *CURRENT SURVEY CONTROL
 AH7727  ___________________________________________________________________
 AH7727* NAD 83(1992)-  39 37 31.78264(N)    107 06 24.74690(W)     ADJUSTED  
 AH7727* NAVD 88     -      1875.4    (meters)    6153.     (feet)  GPS OBS   
 AH7727  ___________________________________________________________________
 AH7727  X           -  -1,447,467.701 (meters)                     COMP
 AH7727  Y           -  -4,703,059.492 (meters)                     COMP
 AH7727  Z           -   4,047,232.297 (meters)                     COMP
 AH7727  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 AH7727  ELLIP HEIGHT-        1861.57  (meters)          (12/03/02) GPS OBS
 AH7727  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 AH7727
 AH7727  HORZ ORDER  -  FIRST
 AH7727  ELLP ORDER  -  FOURTH    CLASS II
 AH7727
 AH7727.The horizontal coordinates were established by GPS observations
 AH7727.and adjusted by the National Geodetic Survey in March 1999..
 AH7727
 AH7727.The orthometric height was determined by GPS observations and a
 AH7727.high-resolution geoid model.
 AH7727
 AH7727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7727
 AH7727.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7727
 AH7727.The ellipsoidal height was determined by GPS observations
 AH7727.and is referenced to NAD 83.
 AH7727
 AH7727.The geoid height was determined by GEOID03.
 AH7727
 AH7727;                    North         East     Units Scale Factor Converg.
 AH7727;SPC CO C     -   504,968.638   776,448.240   MT  0.99997774   -1 00 48.4
 AH7727;SPC CO C     - 1,656,717.94  2,547,397.27   sFT  0.99997774   -1 00 48.4
 AH7727;UTM  13      - 4,388,313.104   319,171.548   MT  1.00000259   -1 20 38.6
 AH7727
 AH7727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7727!SPC CO C     -   0.99970803  x   0.99997774  =   0.99968578
 AH7727!UTM  13      -   0.99970803  x   1.00000259  =   0.99971062
 AH7727
 AH7727                          SUPERSEDED SURVEY CONTROL
 AH7727
 AH7727  ELLIP H (03/05/99) 1861.56   (m)                       GP(       ) 4 2
 AH7727
 AH7727.Superseded values are not recommended for survey control.
 AH7727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7727.See file dsdata.txt to determine how the superseded data were derived.
 AH7727
 AH7727_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD1917288313(NAD 83)
 AH7727_MARKER: DD = SURVEY DISK
 AH7727_SETTING: 66 = SET IN ROCK OUTCROP
 AH7727_STAMPING: GPS 001
 AH7727_MARK LOGO: CO-037
 AH7727_PROJECTION: FLUSH
 AH7727_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7727_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH7727+STABILITY: POSITION/ELEVATION WELL
 AH7727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7727+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7727
 AH7727  HISTORY     - Date     Condition        Report By
 AH7727  HISTORY     - 1998     MONUMENTED       MSI
 AH7727
 AH7727                          STATION DESCRIPTION
 AH7727
 AH7727'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1998 (PD)
 AH7727'THE STATION IS LOCATED ABOUT 13.1 MI (21.1 KM) WEST-SOUTHWEST OF THE
 AH7727'TOWN OF GYPSUM BETWEEN THE COLORADO RIVER AND INTERSTATE 70,
 AH7727'OWNERSHIP--STATE OF COLORADO  TO REACH THE STATION FROM EXIT 133 ON
 AH7727'INTERSTATE 70 WESTBOUND, PROCEED WEST ON THE NORTH FRONTAGE ROAD FOR
 AH7727'0.7 MI (1.1 KM) CROSSING THE COLORADO RIVER TO THE JUNCTION WITH
 AH7727'COUNTY ROAD 301.  CONTINUE WEST ON THE NORTH FRONTAGE ROAD FOR 2.7 MI
 AH7727'(4.3 KM) TO A DEAD END AT THE PARKING LOT FOR THE GLENWOOD CANYON
 AH7727'TRAILHEAD.  PACK ON FOOT WESTERLY ALONG THE BIKEPATH FOR 600 FEET
 AH7727'(182.9 M) CROSSING UNDER INTERSTATE 70 TO THE STATION ON THE RIGHT ON
 AH7727'A PROMINENT ROCK OUTCROP BETWEEN THE BIKEPATH AND EASTBOUND INTERSTATE
 AH7727'70.  THE ROCK OUTCROP IS THE FIRST PROMINENT OUTCROP EAST OF BIKEPATH
 AH7727'MILEPOST 13.  TO REACH THE STATION FROM EXIT 133 ON INTERSTATE 70
 AH7727'EASTBOUND, TURN LEFT AT THE END OF THE OFFRAMP AND PROCEED NORTH FOR
 AH7727'0.15 MI (0.24 KM) TO THE JUNCTION WITH THE NORTH FRONTAGE ROAD.  TURN
 AH7727'LEFT AND PROCEED WEST ALONG THE NORTH FRONTAGE ROAD FOR 2.7 MI (4.3
 AH7727'KM) TO THE PARKING LOT AS DESCRIBED ABOVE  THE STATION IS THE CENTER
 AH7727'OF AN EAGLE COUNTY SURVEY DISK SET FLUSH IN A ROCK LEDGE.  THE STATION
 AH7727'IS LOCATED 218 FT (66.4 M) WEST OF BIKEPATH MILEPOST 13, 36.7 FT (11.2
 AH7727'M) SOUTH OF THE SOUTH GUARDRAIL FOR EASTBOUND INTERSTATE 70, 6.0 FT
 AH7727'(1.8 M) NORTHWEST OF THE SOUTHEASTERNMOST POINT OF THE ROCK LEDGE, AND
 AH7727'6.0 FT (1.8 M) SOUTH OF A CARSONITE WITNESS POST.  THE STATION IS
 AH7727'APPROXIMATELY 13 FT (4.0 M) ABOVE THE LEVEL OF THE BIKEPATH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7728 ***********************************************************************
 AH7728  DESIGNATION -  GPS 002
 AH7728  PID         -  AH7728
 AH7728  STATE/COUNTY-  CO/EAGLE
 AH7728  USGS QUAD   -  THE SEVEN HERMITS (1987)
 AH7728
 AH7728                         *CURRENT SURVEY CONTROL
 AH7728  ___________________________________________________________________
 AH7728* NAD 83(1992)-  39 34 19.05761(N)    106 45 48.83309(W)     ADJUSTED  
 AH7728* NAVD 88     -      2230.2    (meters)    7317.     (feet)  GPS OBS   
 AH7728  ___________________________________________________________________
 AH7728  X           -  -1,420,433.753 (meters)                     COMP
 AH7728  Y           -  -4,715,538.961 (meters)                     COMP
 AH7728  Z           -   4,042,877.428 (meters)                     COMP
 AH7728  LAPLACE CORR-           4.44  (seconds)                    DEFLEC99
 AH7728  ELLIP HEIGHT-        2216.85  (meters)          (12/03/02) GPS OBS
 AH7728  GEOID HEIGHT-         -13.33  (meters)                     GEOID03
 AH7728
 AH7728  HORZ ORDER  -  FIRST
 AH7728  ELLP ORDER  -  FOURTH    CLASS II
 AH7728
 AH7728.The horizontal coordinates were established by GPS observations
 AH7728.and adjusted by the National Geodetic Survey in March 1999..
 AH7728
 AH7728.The orthometric height was determined by GPS observations and a
 AH7728.high-resolution geoid model.
 AH7728
 AH7728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7728
 AH7728.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7728
 AH7728.The ellipsoidal height was determined by GPS observations
 AH7728.and is referenced to NAD 83.
 AH7728
 AH7728.The geoid height was determined by GEOID03.
 AH7728
 AH7728;                    North         East     Units Scale Factor Converg.
 AH7728;SPC CO C     -   498,559.931   805,837.262   MT  0.99996963   -0 47 48.9
 AH7728;SPC CO C     - 1,635,692.04  2,643,817.75   sFT  0.99996963   -0 47 48.9
 AH7728;UTM  13      - 4,381,736.142   348,522.362   MT  0.99988251   -1 07 25.3
 AH7728
 AH7728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7728!SPC CO C     -   0.99965233  x   0.99996963  =   0.99962197
 AH7728!UTM  13      -   0.99965233  x   0.99988251  =   0.99953488
 AH7728
 AH7728                          SUPERSEDED SURVEY CONTROL
 AH7728
 AH7728  ELLIP H (03/05/99) 2216.84   (m)                       GP(       ) 4 2
 AH7728
 AH7728.Superseded values are not recommended for survey control.
 AH7728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7728.See file dsdata.txt to determine how the superseded data were derived.
 AH7728
 AH7728_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD4852281736(NAD 83)
 AH7728_MARKER: DD = SURVEY DISK
 AH7728_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH7728_STAMPING: GPS 002
 AH7728_MARK LOGO: CO-037
 AH7728_PROJECTION: RECESSED 7 CENTIMETERS
 AH7728_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7728+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7728_ROD/PIPE-DEPTH: 3.5  meters
 AH7728
 AH7728  HISTORY     - Date     Condition        Report By
 AH7728  HISTORY     - 1998     MONUMENTED       MSI
 AH7728
 AH7728                          STATION DESCRIPTION
 AH7728
 AH7728'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1998 (PD)
 AH7728'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) SOUTH OF THE TOWN OF
 AH7728'EAGLE, JUST PRIOR TO THE WHITE RIVER NATIONAL FOREST OWNERSHIP--STATE
 AH7728'OF COLORADO  TO REACH THE STATION FROM EXIT 147 ON INTERSTATE 70,
 AH7728'PROCEED SOUTH FOR 0.2 MI (0.3 KM) TO INTERSECTION WITH US HWY 6.
 AH7728'PROCEED WEST ON US HWY 6 FOR 0.15 MI (0.24 KM) TO INTERSECTION WITH
 AH7728'COUNTY ROAD 307 (CAPITAL RD) IN EAGLE.  PROCEED SOUTH EAST ON CAPITAL
 AH7728'RD WHICH BECOMES BRUSH CREEK ROAD FOR 7.7 MI (12.4 KM) TO THE STATION
 AH7728'ON RIGHT JUST NORTH OF ENTRANCEWAY TO YELLOW ALUMINUM BARN  THE
 AH7728'STATION IS THE CENTER OF AN EAGLE COUNTY SURVEY DISK SET ON THE TOP OF
 AH7728'AN ALUMINUM ALLOY ROD DRIVEN IN THE GROUND ENCASED IN A PVC PIPE WITH
 AH7728'A CAP FLUSH WITH GROUND.  THE STATION IS LOCATED 33 FT (10.1 M) WEST
 AH7728'FROM CENTERLINE OF BRUSH CREEK ROAD, 6 FT (1.8 M) EAST FROM LARGE
 AH7728'WOODEN FENCE POST, 68.8 FEET (21.0 M) NORTH OF RAIL ROAD TIE FENCE
 AH7728'CORNER, AND 2 FEET (0.6 M) EAST FROM CARSONITE WITNESS POST.  THE
 AH7728'SURVEY DISK IS 2.75 INCHES BELOW THE CAP
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7729 ***********************************************************************
 AH7729  DESIGNATION -  GPS 003
 AH7729  PID         -  AH7729
 AH7729  STATE/COUNTY-  CO/EAGLE
 AH7729  USGS QUAD   -  EDWARDS (1987)
 AH7729
 AH7729                         *CURRENT SURVEY CONTROL
 AH7729  ___________________________________________________________________
 AH7729* NAD 83(1992)-  39 39 13.03784(N)    106 36 35.72569(W)     ADJUSTED  
 AH7729* NAVD 88     -      2196.7    (meters)    7207.     (feet)  GPS OBS   
 AH7729  ___________________________________________________________________
 AH7729  X           -  -1,406,123.378 (meters)                     COMP
 AH7729  Y           -  -4,713,764.858 (meters)                     COMP
 AH7729  Z           -   4,049,843.285 (meters)                     COMP
 AH7729  LAPLACE CORR-           6.03  (seconds)                    DEFLEC99
 AH7729  ELLIP HEIGHT-        2183.58  (meters)          (12/03/02) GPS OBS
 AH7729  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 AH7729
 AH7729  HORZ ORDER  -  FIRST
 AH7729  ELLP ORDER  -  FOURTH    CLASS II
 AH7729
 AH7729.The horizontal coordinates were established by GPS observations
 AH7729.and adjusted by the National Geodetic Survey in March 1999..
 AH7729
 AH7729.The orthometric height was determined by GPS observations and a
 AH7729.high-resolution geoid model.
 AH7729
 AH7729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7729
 AH7729.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7729
 AH7729.The ellipsoidal height was determined by GPS observations
 AH7729.and is referenced to NAD 83.
 AH7729
 AH7729.The geoid height was determined by GEOID03.
 AH7729
 AH7729;                    North         East     Units Scale Factor Converg.
 AH7729;SPC CO C     -   507,453.202   819,148.045   MT  0.99998236   -0 42 00.1
 AH7729;SPC CO C     - 1,664,869.38  2,687,488.21   sFT  0.99998236   -0 42 00.1
 AH7729;UTM  13      - 4,390,552.226   361,882.139   MT  0.99983486   -1 01 39.1
 AH7729
 AH7729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7729!SPC CO C     -   0.99965755  x   0.99998236  =   0.99963991
 AH7729!UTM  13      -   0.99965755  x   0.99983486  =   0.99949246
 AH7729
 AH7729                          SUPERSEDED SURVEY CONTROL
 AH7729
 AH7729  ELLIP H (03/05/99) 2183.56   (m)                       GP(       ) 4 2
 AH7729
 AH7729.Superseded values are not recommended for survey control.
 AH7729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7729.See file dsdata.txt to determine how the superseded data were derived.
 AH7729
 AH7729_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD6188290552(NAD 83)
 AH7729_MARKER: DD = SURVEY DISK
 AH7729_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH7729_STAMPING: GPS 003 1998
 AH7729_MARK LOGO: CO-037
 AH7729_PROJECTION: RECESSED 7 CENTIMETERS
 AH7729_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7729+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7729_ROD/PIPE-DEPTH: 3.5  meters
 AH7729
 AH7729  HISTORY     - Date     Condition        Report By
 AH7729  HISTORY     - 1998     MONUMENTED       MSI
 AH7729
 AH7729                          STATION DESCRIPTION
 AH7729
 AH7729'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1998 (PD)
 AH7729'THE STATION IS LOCATED AT THE SCENIC OVERLOOK OF EDWARDS ON EASTBOUND
 AH7729'INTERSTATE 70 NEAR MILE MARKER 161, OWNERSHIP--STATE OF COLORADO  TO
 AH7729'REACH THE STATION FROM EXIT 157 (WOLCOTT) ON INTERSTATE 70 EASTBOUND,
 AH7729'PROCEED EAST FOR 4.2 MI (6.8 KM) TO ENTRANCEWAY TO SCENIC OVERLOOK ON
 AH7729'THE SOUTH SIDE OF INTERSTATE.  CONTINUE SOUTH EAST ON ENTRANCEWAY FOR
 AH7729'APPROXIMATELY 300 FT (91.4 M) TO FIRST DIAGONAL PARKING SPACE.  THE
 AH7729'STATION IS APPROXIMATELY 50 FT (15.2 M) SOUTH OF PARKING SPACE IN OPEN
 AH7729'AREA  THE STATION IS THE CENTER OF AN EAGLE COUNTY SURVEY DISK SET ON
 AH7729'THE TOP OF AN ALUMINUM ALLOY ROD DRIVEN IN THE GROUND ENCASED IN A PVC
 AH7729'PIPE WITH A CAP FLUSH TO THE GROUND.  THE STATION IS LOCATED 52.5 FT
 AH7729'(16.0 M) SOUTH OF THE EDGE OF PAVEMENT OF THE PARKING LOT, 49.7 FT
 AH7729'(15.1 M) SOUTH WEST FROM A PARKING SIGN STATING - DIAGONAL PARKING
 AH7729'ONLY, AND 2 FT (0.6 M) SOUTH WEST FROM A CARSONITE WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7730 ***********************************************************************
 AH7730  DESIGNATION -  GPS 004
 AH7730  PID         -  AH7730
 AH7730  STATE/COUNTY-  CO/EAGLE
 AH7730  USGS QUAD   -  MINTURN (1987)
 AH7730
 AH7730                         *CURRENT SURVEY CONTROL
 AH7730  ___________________________________________________________________
 AH7730* NAD 83(1992)-  39 33 18.65669(N)    106 24 05.31013(W)     ADJUSTED  
 AH7730* NAVD 88     -      2473.5    (meters)    8115.     (feet)  GPS OBS   
 AH7730  ___________________________________________________________________
 AH7730  X           -  -1,390,993.302 (meters)                     COMP
 AH7730  Y           -  -4,725,740.623 (meters)                     COMP
 AH7730  Z           -   4,041,596.384 (meters)                     COMP
 AH7730  LAPLACE CORR-           3.86  (seconds)                    DEFLEC99
 AH7730  ELLIP HEIGHT-        2461.07  (meters)          (12/03/02) GPS OBS
 AH7730  GEOID HEIGHT-         -12.50  (meters)                     GEOID03
 AH7730
 AH7730  HORZ ORDER  -  FIRST
 AH7730  ELLP ORDER  -  FOURTH    CLASS II
 AH7730
 AH7730.The horizontal coordinates were established by GPS observations
 AH7730.and adjusted by the National Geodetic Survey in March 1999..
 AH7730
 AH7730.The orthometric height was determined by GPS observations and a
 AH7730.high-resolution geoid model.
 AH7730
 AH7730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7730
 AH7730.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7730
 AH7730.The ellipsoidal height was determined by GPS observations
 AH7730.and is referenced to NAD 83.
 AH7730
 AH7730.The geoid height was determined by GEOID03.
 AH7730
 AH7730;                    North         East     Units Scale Factor Converg.
 AH7730;SPC CO C     -   496,326.565   836,928.037   MT  0.99996727   -0 34 06.8
 AH7730;SPC CO C     - 1,628,364.74  2,745,821.40   sFT  0.99996727   -0 34 06.8
 AH7730;UTM  13      - 4,379,326.581   379,595.603   MT  0.99977849   -0 53 33.3
 AH7730
 AH7730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7730!SPC CO C     -   0.99961404  x   0.99996727  =   0.99958132
 AH7730!UTM  13      -   0.99961404  x   0.99977849  =   0.99939262
 AH7730
 AH7730                          SUPERSEDED SURVEY CONTROL
 AH7730
 AH7730  ELLIP H (03/05/99) 2460.85   (m)                       GP(       ) 4 2
 AH7730
 AH7730.Superseded values are not recommended for survey control.
 AH7730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7730.See file dsdata.txt to determine how the superseded data were derived.
 AH7730
 AH7730_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD7959679327(NAD 83)
 AH7730_MARKER: DD = SURVEY DISK
 AH7730_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH7730_SP_SET: BRIDGE ABUTTMENT
 AH7730_STAMPING: GPS 004 1998
 AH7730_MARK LOGO: CO-037
 AH7730_PROJECTION: FLUSH
 AH7730_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7730+STABILITY: SURFACE MOTION
 AH7730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7730+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7730
 AH7730  HISTORY     - Date     Condition        Report By
 AH7730  HISTORY     - 1998     MONUMENTED       MSI
 AH7730
 AH7730                          STATION DESCRIPTION
 AH7730
 AH7730'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1998 (PD)
 AH7730'THE STATION IS LOCATED ABOUT 3.0 MI (4.8 KM) SOUTH OF THE TOWN OF
 AH7730'MINTURN JUST NORTH OF A BRIDGE CROSSING EAGLE RIVER, OWNERSHIP--WHITE
 AH7730'RIVER NATIONAL FOREST  TO REACH THE STATION FROM DOWNTOWN MINTURN AT
 AH7730'THE RESTAURANT - CHILLY WILLYS - PROCEED SOUTH ON US HIGHWAY 24 FOR
 AH7730'2.7 MI (4.3 KM) TO MILE MARKER 148, PROCEED AN ADDITIONAL 0.3 MI (0.5
 AH7730'KM) TO THE STATION ON THE LEFT ON THE NORTH EAST CORNER OF A BRIDGE
 AH7730'CROSSING EAGLE RIVER  THE STATION IS THE CENTER OF AN EAGLE COUNTY
 AH7730'SURVEY DISK SET FLUSH IN A RETAINING WALL ON THE NORTH EAST CORNER OF
 AH7730'A BRIDGE.  THE STATION IS 19.9 FT (6.1 M) EAST OF CENTERLINE OF US
 AH7730'HIGHWAY 24, 77 FT (23.5 M) SOUTH OF THE NORTH END OF A GUARDRAIL, 1.7
 AH7730'FT (0.5 M) NORTH OF THE SOUTH END OF ABUTTMENT, AND 5.5 FT (1.7 M)
 AH7730'NORTH EAST OF A WITNESS POST.  THE STATION IS 2.4 FT (0.7 M) ABOVE THE
 AH7730'ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7731 ***********************************************************************
 AH7731  DESIGNATION -  GPS 005
 AH7731  PID         -  AH7731
 AH7731  STATE/COUNTY-  CO/EAGLE
 AH7731  USGS QUAD   -  VAIL EAST (1987)
 AH7731
 AH7731                         *CURRENT SURVEY CONTROL
 AH7731  ___________________________________________________________________
 AH7731* NAD 83(1992)-  39 38 35.22722(N)    106 22 28.61745(W)     ADJUSTED  
 AH7731* NAVD 88     -      2501.4    (meters)    8207.     (feet)  GPS OBS   
 AH7731  ___________________________________________________________________
 AH7731  X           -  -1,387,028.752 (meters)                     COMP
 AH7731  Y           -  -4,720,439.614 (meters)                     COMP
 AH7731  Z           -   4,049,139.901 (meters)                     COMP
 AH7731  LAPLACE CORR-           5.71  (seconds)                    DEFLEC99
 AH7731  ELLIP HEIGHT-        2488.92  (meters)          (12/03/02) GPS OBS
 AH7731  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 AH7731
 AH7731  HORZ ORDER  -  FIRST
 AH7731  ELLP ORDER  -  FOURTH    CLASS II
 AH7731
 AH7731.The horizontal coordinates were established by GPS observations
 AH7731.and adjusted by the National Geodetic Survey in March 1999..
 AH7731
 AH7731.The orthometric height was determined by GPS observations and a
 AH7731.high-resolution geoid model.
 AH7731
 AH7731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7731
 AH7731.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7731
 AH7731.The ellipsoidal height was determined by GPS observations
 AH7731.and is referenced to NAD 83.
 AH7731
 AH7731.The geoid height was determined by GEOID03.
 AH7731
 AH7731;                    North         East     Units Scale Factor Converg.
 AH7731;SPC CO C     -   506,066.586   839,330.256   MT  0.99998060   -0 33 05.8
 AH7731;SPC CO C     - 1,660,320.12  2,753,702.68   sFT  0.99998060   -0 33 05.8
 AH7731;UTM  13      - 4,389,050.894   382,052.505   MT  0.99977127   -0 52 37.6
 AH7731
 AH7731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7731!SPC CO C     -   0.99960968  x   0.99998060  =   0.99959029
 AH7731!UTM  13      -   0.99960968  x   0.99977127  =   0.99938104
 AH7731
 AH7731|---------------------------------------------------------------------|
 AH7731| PID    Reference Object                     Distance      Geod. Az  |
 AH7731|                                                           dddmmss.s |
 AH7731| AB2083 SPRADDLE                            126.467 METERS 03610     |
 AH7731|---------------------------------------------------------------------|
 AH7731
 AH7731                          SUPERSEDED SURVEY CONTROL
 AH7731
 AH7731  ELLIP H (03/05/99) 2488.74   (m)                       GP(       ) 4 2
 AH7731
 AH7731.Superseded values are not recommended for survey control.
 AH7731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7731.See file dsdata.txt to determine how the superseded data were derived.
 AH7731
 AH7731_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD8205389051(NAD 83)
 AH7731_MARKER: DD = SURVEY DISK
 AH7731_SETTING: 66 = SET IN ROCK OUTCROP
 AH7731_STAMPING: GPS 005 1998
 AH7731_MARK LOGO: CO-037
 AH7731_PROJECTION: FLUSH
 AH7731_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7731_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH7731+STABILITY: POSITION/ELEVATION WELL
 AH7731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7731+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2006
 AH7731
 AH7731  HISTORY     - Date     Condition        Report By
 AH7731  HISTORY     - 1998     MONUMENTED       MSI
 AH7731  HISTORY     - 20060907 GOOD             USPSQD
 AH7731
 AH7731                          STATION DESCRIPTION
 AH7731
 AH7731'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1998 (PD)
 AH7731'THE STATION IS LOCATED IN DOWNTOWN VAIL JUST SOUTH OF INTERSTATE 70
 AH7731'AND EAST OF EXIT 176, OWNERSHIP -- CITY OF VAIL  TO REACH THE STATION
 AH7731'FROM EXIT 176 OFF OF EASTBOUND INTERSTATE 70, PROCEED EAST ON THE
 AH7731'SOUTH FRONTAGE ROAD FOR 0.25 MI (0.40 KM) TO STATION ON THE LEFT ON
 AH7731'THE NORTH SIDE OF FRONTAGE ROAD AND SOUTH OF THE INTERSTATE ON THE TOP
 AH7731'OF A LARGE BOULDER  THE STATION IS THE CENTER OF AN EAGLE COUNTY
 AH7731'SURVEY DISK SET FLUSH IN A LARGE BOULDER .  THE STATION IS 24.8 FT
 AH7731'(7.6 M) NORTH FROM THE EDGE OF THE CURB, 17.4 FT (5.3 M) NORTH WEST
 AH7731'FROM THE CENTER OF A SMALL PINE TREE, AND 9.5 FT (2.9 M) NORTH OF A
 AH7731'CARSONITE WITNESS POST.  THE STATION IS 9.8 FT (3.0 M) ABOVE THE ROAD
 AH7731
 AH7731                          STATION RECOVERY (2006)
 AH7731
 AH7731'RECOVERY NOTE BY US POWER SQUADRON 2006 (EDS)
 AH7731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7732 ***********************************************************************
 AH7732  DESIGNATION -  GPS 006
 AH7732  PID         -  AH7732
 AH7732  STATE/COUNTY-  CO/EAGLE
 AH7732  USGS QUAD   -  EAGLE (1987)
 AH7732
 AH7732                         *CURRENT SURVEY CONTROL
 AH7732  ___________________________________________________________________
 AH7732* NAD 83(1992)-  39 39 41.81060(N)    106 48 52.19782(W)     ADJUSTED  
 AH7732* NAVD 88     -      2016.4    (meters)    6615.     (feet)  GPS OBS   
 AH7732  ___________________________________________________________________
 AH7732  X           -  -1,422,740.822 (meters)                     COMP
 AH7732  Y           -  -4,708,038.713 (meters)                     COMP
 AH7732  Z           -   4,050,411.308 (meters)                     COMP
 AH7732  LAPLACE CORR-           3.92  (seconds)                    DEFLEC99
 AH7732  ELLIP HEIGHT-        2002.80  (meters)          (12/03/02) GPS OBS
 AH7732  GEOID HEIGHT-         -13.63  (meters)                     GEOID03
 AH7732
 AH7732  HORZ ORDER  -  FIRST
 AH7732  ELLP ORDER  -  FOURTH    CLASS II
 AH7732
 AH7732.The horizontal coordinates were established by GPS observations
 AH7732.and adjusted by the National Geodetic Survey in March 1999..
 AH7732
 AH7732.The orthometric height was determined by GPS observations and a
 AH7732.high-resolution geoid model.
 AH7732
 AH7732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7732
 AH7732.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7732
 AH7732.The ellipsoidal height was determined by GPS observations
 AH7732.and is referenced to NAD 83.
 AH7732
 AH7732.The geoid height was determined by GEOID03.
 AH7732
 AH7732;                    North         East     Units Scale Factor Converg.
 AH7732;SPC CO C     -   508,574.746   801,605.314   MT  0.99998371   -0 49 44.5
 AH7732;SPC CO C     - 1,668,548.98  2,629,933.43   sFT  0.99998371   -0 49 44.5
 AH7732;UTM  13      - 4,391,774.157   344,348.179   MT  0.99989828   -1 09 30.0
 AH7732
 AH7732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7732!SPC CO C     -   0.99968589  x   0.99998371  =   0.99966961
 AH7732!UTM  13      -   0.99968589  x   0.99989828  =   0.99958420
 AH7732
 AH7732                          SUPERSEDED SURVEY CONTROL
 AH7732
 AH7732.No superseded survey control is available for this station.
 AH7732
 AH7732_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD4434891774(NAD 83)
 AH7732_MARKER: DD = SURVEY DISK
 AH7732_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH7732_STAMPING: GPS 006 1998
 AH7732_MARK LOGO: CO-037
 AH7732_PROJECTION: RECESSED 7 CENTIMETERS
 AH7732_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7732+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7732_ROD/PIPE-DEPTH: 4    meters
 AH7732
 AH7732  HISTORY     - Date     Condition        Report By
 AH7732  HISTORY     - 1998     MONUMENTED       MSI
 AH7732
 AH7732                          STATION DESCRIPTION
 AH7732
 AH7732'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1998 (PD)
 AH7732'THE STATION IS LOCATED APPROXIMATELY 0.7 MI (1.1 KM) EAST OF THE TOWN
 AH7732'OF EAGLE ON US HIGHWAY 6, OWNERSHIP -- STATE OF COLORADO DEPARTMENT OF
 AH7732'TRANSPORTATION  TO REACH THE STATION FROM EXIT 147 ON INTERSTATE 70,
 AH7732'PROCEED SOUTH FOR 0.2 MI (0.3 KM) TO INTERSECTION WITH HIGHWAY US 6.
 AH7732'PROCEED EAST ON US HWY 6 FOR 0.7 MI (1.1 KM) TO THE INTERSECTION WITH
 AH7732'NOGAL ROAD AND STATION ON THE RIGHT  THE STATION IS THE CENTER OF AN
 AH7732'EAGLE COUNTY SURVEY DISK SET ON THE TOP OF AN ALUMINUM ALLOY ROD
 AH7732'DRIVEN IN THE GROUND ENCASED IN A PVC PIPE WITH A CAP FLUSH TO THE
 AH7732'GROUND.  THE STATION IS LOCATED 50.5 FT (15.4 M) SOUTH EAST FROM THE
 AH7732'CENTERLINE OF US HIGHWAY 6, 15.8 FT (4.8 M) NORTH WEST FROM A
 AH7732'FENCELINE, 24.7 FT (7.5 M) SOUTH EAST FROM EDGE OF PAVEMENT, AND 2 FT
 AH7732'(0.6 M) NORTH WEST OF A CARSONITE WITNESS POST.  THE STATION IS 2.8 IN
 AH7732'BELOW THE GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7733 ***********************************************************************
 AH7733  DESIGNATION -  GPS 007
 AH7733  PID         -  AH7733
 AH7733  STATE/COUNTY-  CO/EAGLE
 AH7733  USGS QUAD   -  GYPSUM (1987)
 AH7733
 AH7733                         *CURRENT SURVEY CONTROL
 AH7733  ___________________________________________________________________
 AH7733* NAD 83(1992)-  39 40 07.59433(N)    106 57 04.04101(W)     ADJUSTED  
 AH7733* NAVD 88     -      2044.3    (meters)    6707.     (feet)  GPS OBS   
 AH7733  ___________________________________________________________________
 AH7733  X           -  -1,433,821.365 (meters)                     COMP
 AH7733  Y           -  -4,704,167.455 (meters)                     COMP
 AH7733  Z           -   4,051,041.287 (meters)                     COMP
 AH7733  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AH7733  ELLIP HEIGHT-        2030.45  (meters)          (12/03/02) GPS OBS
 AH7733  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 AH7733
 AH7733  HORZ ORDER  -  FIRST
 AH7733  ELLP ORDER  -  FOURTH    CLASS II
 AH7733
 AH7733.The horizontal coordinates were established by GPS observations
 AH7733.and adjusted by the National Geodetic Survey in March 1999..
 AH7733
 AH7733.The orthometric height was determined by GPS observations and a
 AH7733.high-resolution geoid model.
 AH7733
 AH7733.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7733
 AH7733.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7733
 AH7733.The ellipsoidal height was determined by GPS observations
 AH7733.and is referenced to NAD 83.
 AH7733
 AH7733.The geoid height was determined by GEOID03.
 AH7733
 AH7733;                    North         East     Units Scale Factor Converg.
 AH7733;SPC CO C     -   509,548.281   789,895.407   MT  0.99998494   -0 54 54.7
 AH7733;SPC CO C     - 1,671,742.99  2,591,515.18   sFT  0.99998494   -0 54 54.7
 AH7733;UTM  13      - 4,392,815.041   332,644.810   MT  0.99994483   -1 14 44.8
 AH7733
 AH7733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7733!SPC CO C     -   0.99968156  x   0.99998494  =   0.99966650
 AH7733!UTM  13      -   0.99968156  x   0.99994483  =   0.99962640
 AH7733
 AH7733                          SUPERSEDED SURVEY CONTROL
 AH7733
 AH7733  ELLIP H (03/05/99) 2030.44   (m)                       GP(       ) 4 2
 AH7733
 AH7733.Superseded values are not recommended for survey control.
 AH7733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7733.See file dsdata.txt to determine how the superseded data were derived.
 AH7733
 AH7733_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD3264592815(NAD 83)
 AH7733_MARKER: DD = SURVEY DISK
 AH7733_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH7733_STAMPING: GPS 007 1998
 AH7733_MARK LOGO: CO-037
 AH7733_PROJECTION: RECESSED 12 CENTIMETERS
 AH7733_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7733+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7733_ROD/PIPE-DEPTH: 4.5  meters
 AH7733
 AH7733  HISTORY     - Date     Condition        Report By
 AH7733  HISTORY     - 1998     MONUMENTED       MSI
 AH7733
 AH7733                          STATION DESCRIPTION
 AH7733
 AH7733'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1998 (PD)
 AH7733'THE STATION IS LOCATED APPROXIMATELY 2.0 MI (3.2 KM) NORTH OF THE TOWN
 AH7733'OF GYPSUM ON DIRT ROAD KNOWN AS TRAIL GULCH ROAD, OWNERSHIP -- EAGLE
 AH7733'COUNTY  TO REACH THE STATION FROM EXIT 140 ON INTERSTATE 70, PROCEED
 AH7733'NORTH ON DIRT ROAD COUNTY ROAD 5 (TRAIL GUCH ROAD) FOR 0.25 MI (0.40
 AH7733'KM) TO A SWITCHBACK HEADING UP MOUNTAINSIDE, CONTINUE UP SWITCHBACK
 AH7733'FOR AN ADDITIONAL 0.35 MI (0.56 KM) THEN CONTINUE NORTH ON COUNTY ROAD
 AH7733'5 FOR AN ADDITIONAL 1.0 MI (1.6 KM) TO THE STATION ON THE RIGHT JUST
 AH7733'NORTH OF A Y-INTERSECTION  THE STATION IS THE CENTER OF AN EAGLE
 AH7733'COUNTY SURVEY DISK SET ON THE TOP OF AN ALUMINUM ALLOY ROD DRIVEN IN
 AH7733'THE GROUND ENCASED IN A PVC PIPE WITH A CAP FLUSH TO THE GROUND.  THE
 AH7733'STATION IS LOCATED 28.4 FT (8.7 M) SOUTH WEST FROM IRON POST, 42.0 FT
 AH7733'(12.8 M) EAST FROM CENTERLINE OF COUNTY ROAD 5 (TRAIL GULCH ROAD) ,
 AH7733'AND 2 FT (0.6 M) SOUTH WEST OF CARSONITE WITNESS POST.  THE STATION IS
 AH7733'4.7 IN BELOW THE GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7734 ***********************************************************************
 AH7734  DESIGNATION -  GPS 008
 AH7734  PID         -  AH7734
 AH7734  STATE/COUNTY-  CO/EAGLE
 AH7734  USGS QUAD   -  EDWARDS (1987)
 AH7734
 AH7734                         *CURRENT SURVEY CONTROL
 AH7734  ___________________________________________________________________
 AH7734* NAD 83(1992)-  39 38 51.88928(N)    106 31 03.10411(W)     ADJUSTED  
 AH7734* NAVD 88     -      2445.1    (meters)    8022.     (feet)  GPS OBS   
 AH7734  ___________________________________________________________________
 AH7734  X           -  -1,398,692.956 (meters)                     COMP
 AH7734  Y           -  -4,716,608.931 (meters)                     COMP
 AH7734  Z           -   4,049,499.553 (meters)                     COMP
 AH7734  LAPLACE CORR-           7.65  (seconds)                    DEFLEC99
 AH7734  ELLIP HEIGHT-        2432.20  (meters)          (12/03/02) GPS OBS
 AH7734  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 AH7734
 AH7734  HORZ ORDER  -  FIRST
 AH7734  ELLP ORDER  -  FOURTH    CLASS II
 AH7734
 AH7734.The horizontal coordinates were established by GPS observations
 AH7734.and adjusted by the National Geodetic Survey in March 1999..
 AH7734
 AH7734.The orthometric height was determined by GPS observations and a
 AH7734.high-resolution geoid model.
 AH7734
 AH7734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7734
 AH7734.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7734
 AH7734.The ellipsoidal height was determined by GPS observations
 AH7734.and is referenced to NAD 83.
 AH7734
 AH7734.The geoid height was determined by GEOID03.
 AH7734
 AH7734;                    North         East     Units Scale Factor Converg.
 AH7734;SPC CO C     -   506,708.165   827,069.732   MT  0.99998137   -0 38 30.3
 AH7734;SPC CO C     - 1,662,425.04  2,713,477.95   sFT  0.99998137   -0 38 30.3
 AH7734;UTM  13      - 4,389,762.104   369,798.176   MT  0.99980871   -0 58 06.3
 AH7734
 AH7734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7734!SPC CO C     -   0.99961857  x   0.99998137  =   0.99959995
 AH7734!UTM  13      -   0.99961857  x   0.99980871  =   0.99942735
 AH7734
 AH7734                          SUPERSEDED SURVEY CONTROL
 AH7734
 AH7734  ELLIP H (03/05/99) 2432.16   (m)                       GP(       ) 4 2
 AH7734
 AH7734.Superseded values are not recommended for survey control.
 AH7734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7734.See file dsdata.txt to determine how the superseded data were derived.
 AH7734
 AH7734_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD6979889762(NAD 83)
 AH7734_MARKER: DD = SURVEY DISK
 AH7734_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH7734_SP_SET: BRIDGE ABUTTMENT
 AH7734_STAMPING: GPS 008 1998
 AH7734_MARK LOGO: CO-037
 AH7734_PROJECTION: FLUSH
 AH7734_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7734+STABILITY: SURFACE MOTION
 AH7734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7734+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7734
 AH7734  HISTORY     - Date     Condition        Report By
 AH7734  HISTORY     - 1998     MONUMENTED       MSI
 AH7734
 AH7734                          STATION DESCRIPTION
 AH7734
 AH7734'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1998 (PD)
 AH7734'THE STATION IS LOCATED APPROXIMATELY 1.2 MI (1.9 KM) NORTH OF THE TOWN
 AH7734'OF AVON ALONG MOUNTAIN STAR ROAD, OWNERSHIP -- EAGLE COUNTY  TO REACH
 AH7734'THE STATION FROM EXIT 167 (AVON) ON INTERSTATE 70 WESTBOUND, PROCEED
 AH7734'NORTH FOR 0.1 MI (0.2 KM) TO THE INTERSECTION WITH NOTTINGHAM ROAD,
 AH7734'PROCEED WEST ON NOTTINGHAM ROAD FOR 0.25 MI (0.40 KM) TO THE
 AH7734'INTERSECTION WITH MOUNTAIN STAR ROAD ON THE RIGHT.  PROCEED NORTH ON
 AH7734'MOUNTAIN STAR ROAD 1.0 MI (1.6 KM) TO THE STATION ON THE LEFT.  THE
 AH7734'STATION IS ON THE SOUTH EAST CORNER OF A BRIDGE ABUTTMENT CROSSING A
 AH7734'LARGE GULCH  THE STATION IS THE CENTER OF AN EAGLE COUNTY SURVEY DISK
 AH7734'SET FLUSH IN A RETAINING WALL ON THE SOUTH CORNER OF A BRIDGE.  THE
 AH7734'STATION IS 17 FT (5.2 M) SOUTH OF THE CENTER OF MOUNTAIN STAR ROAD,
 AH7734'0.5 FT (15.2 CM) SOUTH OF THE NORTH END OF THE BRIDGE ABUTTMENT, AND
 AH7734'0.5 FT (15.2 CM) WEST OF THE EAST END OF THE BRIDGE ABUTTMENT.  THE
 AH7734'STATION IS 2.2 FT (0.7 M) ABOVE THE ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7735 ***********************************************************************
 AH7735  DESIGNATION -  GPS 009
 AH7735  PID         -  AH7735
 AH7735  STATE/COUNTY-  CO/EAGLE
 AH7735  USGS QUAD   -  VAIL EAST (1987)
 AH7735
 AH7735                         *CURRENT SURVEY CONTROL
 AH7735  ___________________________________________________________________
 AH7735* NAD 83(1992)-  39 38 43.63818(N)    106 18 28.28704(W)     ADJUSTED  
 AH7735* NAVD 88     -      2559.4    (meters)    8397.     (feet)  GPS OBS   
 AH7735  ___________________________________________________________________
 AH7735  X           -  -1,381,493.866 (meters)                     COMP
 AH7735  Y           -  -4,721,936.631 (meters)                     COMP
 AH7735  Z           -   4,049,376.871 (meters)                     COMP
 AH7735  LAPLACE CORR-           4.49  (seconds)                    DEFLEC99
 AH7735  ELLIP HEIGHT-        2547.14  (meters)          (12/03/02) GPS OBS
 AH7735  GEOID HEIGHT-         -12.40  (meters)                     GEOID03
 AH7735
 AH7735  HORZ ORDER  -  FIRST
 AH7735  ELLP ORDER  -  FOURTH    CLASS II
 AH7735
 AH7735.The horizontal coordinates were established by GPS observations
 AH7735.and adjusted by the National Geodetic Survey in March 1999..
 AH7735
 AH7735.The orthometric height was determined by GPS observations and a
 AH7735.high-resolution geoid model.
 AH7735
 AH7735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7735
 AH7735.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7735
 AH7735.The ellipsoidal height was determined by GPS observations
 AH7735.and is referenced to NAD 83.
 AH7735
 AH7735.The geoid height was determined by GEOID03.
 AH7735
 AH7735;                    North         East     Units Scale Factor Converg.
 AH7735;SPC CO C     -   506,272.912   845,062.534   MT  0.99998099   -0 30 34.2
 AH7735;SPC CO C     - 1,660,997.05  2,772,509.33   sFT  0.99998099   -0 30 34.2
 AH7735;UTM  13      - 4,389,224.637   387,784.614   MT  0.99975503   -0 50 04.4
 AH7735
 AH7735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7735!SPC CO C     -   0.99960055  x   0.99998099  =   0.99958155
 AH7735!UTM  13      -   0.99960055  x   0.99975503  =   0.99935568
 AH7735
 AH7735                          SUPERSEDED SURVEY CONTROL
 AH7735
 AH7735  ELLIP H (03/05/99) 2546.91   (m)                       GP(       ) 4 2
 AH7735
 AH7735.Superseded values are not recommended for survey control.
 AH7735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7735.See file dsdata.txt to determine how the superseded data were derived.
 AH7735
 AH7735_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD8778589225(NAD 83)
 AH7735_MARKER: DD = SURVEY DISK
 AH7735_SETTING: 66 = SET IN ROCK OUTCROP
 AH7735_STAMPING: GPS 009 1998
 AH7735_MARK LOGO: CO-037
 AH7735_PROJECTION: FLUSH
 AH7735_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7735_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH7735+STABILITY: POSITION/ELEVATION WELL
 AH7735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7735+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2006
 AH7735
 AH7735  HISTORY     - Date     Condition        Report By
 AH7735  HISTORY     - 1998     MONUMENTED       MSI
 AH7735  HISTORY     - 20060907 GOOD             USPSQD
 AH7735
 AH7735                          STATION DESCRIPTION
 AH7735
 AH7735'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1998 (PD)
 AH7735'THE STATION IS LOCATED APPROXIMATELY 3.0 MI (4.8 KM) EAST OF THE TOWN
 AH7735'OF VAIL, JUST NORTH OF INTERSTATE 70 WESTBOUND, OWNERSHIP -- TOWN OF
 AH7735'VAIL  TO REACH THE STATION FROM INTERSTATE 70 WESTBOUND, TAKE EXIT 180
 AH7735'(EAST VAIL) ON PROCEED NORTH FOR 0.1 MI (0.2 KM) TO THE INTERSECTION
 AH7735'WITH THE NORTH SERVICE ROAD, TURN LEFT AND PROCEED WEST ON THE NORTH
 AH7735'FRONTAGE ROAD FOR 0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT  THE
 AH7735'STATION IS THE CENTER OF AN EAGLE COUNTY SURVEY DISK SET FLUSH IN A
 AH7735'LARGE ROCK OUTCROP.  THE STATION IS 36 FT (11.0 M) NORTH OF THE
 AH7735'NORTHERN EDGE OF PAVEMENT OF THE NORTH FRONTAGE ROAD, 16.5 FT (5.0 M)
 AH7735'EAST OF THE WEST EDGE OF THE ROCK OUTCROP, 12.2 FT (3.7 M) SOUTH WEST
 AH7735'OF A SMALL FIR TREE , AND 16 FT (4.9 M) EAST FROM A CARSONITE WITNESS
 AH7735'POST.  THE STATION IS 12 FT (3.7 M) ABOVE THE ROAD
 AH7735
 AH7735                          STATION RECOVERY (2006)
 AH7735
 AH7735'RECOVERY NOTE BY US POWER SQUADRON 2006 (EDS)
 AH7735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7736 ***********************************************************************
 AH7736  DESIGNATION -  GPS 010
 AH7736  PID         -  AH7736
 AH7736  STATE/COUNTY-  CO/EAGLE
 AH7736  USGS QUAD   -  DOTSERO (1987)
 AH7736
 AH7736                         *CURRENT SURVEY CONTROL
 AH7736  ___________________________________________________________________
 AH7736* NAD 83(1992)-  39 38 55.91086(N)    107 03 55.22062(W)     ADJUSTED  
 AH7736* NAVD 88     -      1873.8    (meters)    6148.     (feet)  GPS OBS   
 AH7736  ___________________________________________________________________
 AH7736  X           -  -1,443,571.736 (meters)                     COMP
 AH7736  Y           -  -4,702,523.653 (meters)                     COMP
 AH7736  Z           -   4,049,229.973 (meters)                     COMP
 AH7736  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 AH7736  ELLIP HEIGHT-        1859.99  (meters)          (12/03/02) GPS OBS
 AH7736  GEOID HEIGHT-         -13.71  (meters)                     GEOID03
 AH7736
 AH7736  HORZ ORDER  -  FIRST
 AH7736  ELLP ORDER  -  FOURTH    CLASS II
 AH7736
 AH7736.The horizontal coordinates were established by GPS observations
 AH7736.and adjusted by the National Geodetic Survey in March 1999..
 AH7736
 AH7736.The orthometric height was determined by GPS observations and a
 AH7736.high-resolution geoid model.
 AH7736
 AH7736.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7736
 AH7736.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7736
 AH7736.The ellipsoidal height was determined by GPS observations
 AH7736.and is referenced to NAD 83.
 AH7736
 AH7736.The geoid height was determined by GEOID03.
 AH7736
 AH7736;                    North         East     Units Scale Factor Converg.
 AH7736;SPC CO C     -   507,500.543   780,058.461   MT  0.99998156   -0 59 14.1
 AH7736;SPC CO C     - 1,665,024.70  2,559,241.80   sFT  0.99998156   -0 59 14.1
 AH7736;UTM  13      - 4,390,824.160   322,796.381   MT  0.99998661   -1 19 05.5
 AH7736
 AH7736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7736!SPC CO C     -   0.99970828  x   0.99998156  =   0.99968985
 AH7736!UTM  13      -   0.99970828  x   0.99998661  =   0.99969490
 AH7736
 AH7736                          SUPERSEDED SURVEY CONTROL
 AH7736
 AH7736.No superseded survey control is available for this station.
 AH7736
 AH7736_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD2279690824(NAD 83)
 AH7736_MARKER: DD = SURVEY DISK
 AH7736_SETTING: 80 = SET IN A BOULDER
 AH7736_STAMPING: GPS 010 1998
 AH7736_MARK LOGO: CO-037
 AH7736_PROJECTION: FLUSH
 AH7736_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7736+STABILITY: SURFACE MOTION
 AH7736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7736+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7736
 AH7736  HISTORY     - Date     Condition        Report By
 AH7736  HISTORY     - 1998     MONUMENTED       MSI
 AH7736
 AH7736                          STATION DESCRIPTION
 AH7736
 AH7736'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1998 (PD)
 AH7736'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) WEST-SOUTHWEST OF THE
 AH7736'TOWN OF GYPSUM BETWEEN INTERSTATE 70 WEST BOUND AND THE NORTH FRONTAGE
 AH7736'ROAD, OWNERSHIP -- STATE OF COLORADO  TO REACH THE STATION FROM
 AH7736'INTERSTATE 70 WESTBOUND TAKE EXIT 133 (DOTSERO) , PROCEED WEST ON THE
 AH7736'NORTH FRONTAGE ROAD PASSING OVER THE COLORADO RIVER FOR 0.65 MI (1.05
 AH7736'KM) TO THE INTERSECTION WITH COUNTY ROAD 301 AND THE STATION ON THE
 AH7736'RIGHT AT THE SOUTH EAST CORNER OF THE INTERSECTION  THE STATION IS THE
 AH7736'CENTER OF AN EAGLE COUNTY SURVEY DISK SET FLUSH IN A LARGE BOULDER.
 AH7736'THE STATION IS 33.7 FT (10.3 M) SOUTH EAST OF A POWER POLE, 36.8 FT
 AH7736'(11.2 M) SOUTH-SOUTHWEST OF A ROAD SIGN - WARNING, 28.0 FT (8.5 M)
 AH7736'NORTH OF CENTERLINE OF DIRT ROAD, AND 8 FT (2.4 M) SOUTH EAST OF A
 AH7736'CARSONITE WITNESS POST.  THE STATION IS APPROXIMATELY 4 FT (1.2 M)
 AH7736'ABOVE THE ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7737 ***********************************************************************
 AH7737  DESIGNATION -  GPS 011
 AH7737  PID         -  AH7737
 AH7737  STATE/COUNTY-  CO/EAGLE
 AH7737  USGS QUAD   -  SUICIDE MOUNTAIN (1987)
 AH7737
 AH7737                         *CURRENT SURVEY CONTROL
 AH7737  ___________________________________________________________________
 AH7737* NAD 83(1992)-  39 36 26.17772(N)    106 58 11.76236(W)     ADJUSTED  
 AH7737* NAVD 88     -      2015.5    (meters)    6613.     (feet)  GPS OBS   
 AH7737  ___________________________________________________________________
 AH7737  X           -  -1,436,631.156 (meters)                     COMP
 AH7737  Y           -  -4,707,843.113 (meters)                     COMP
 AH7737  Z           -   4,045,762.490 (meters)                     COMP
 AH7737  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AH7737  ELLIP HEIGHT-        2001.60  (meters)          (12/03/02) GPS OBS
 AH7737  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 AH7737
 AH7737  HORZ ORDER  -  FIRST
 AH7737  ELLP ORDER  -  FOURTH    CLASS II
 AH7737
 AH7737.The horizontal coordinates were established by GPS observations
 AH7737.and adjusted by the National Geodetic Survey in March 1999..
 AH7737
 AH7737.The orthometric height was determined by GPS observations and a
 AH7737.high-resolution geoid model.
 AH7737
 AH7737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7737
 AH7737.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7737
 AH7737.The ellipsoidal height was determined by GPS observations
 AH7737.and is referenced to NAD 83.
 AH7737
 AH7737.The geoid height was determined by GEOID03.
 AH7737
 AH7737;                    North         East     Units Scale Factor Converg.
 AH7737;SPC CO C     -   502,746.547   788,171.035   MT  0.99997488   -0 55 37.5
 AH7737;SPC CO C     - 1,649,427.63  2,585,857.80   sFT  0.99997488   -0 55 37.5
 AH7737;UTM  13      - 4,386,023.559   330,881.366   MT  0.99995214   -1 15 22.2
 AH7737
 AH7737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7737!SPC CO C     -   0.99968608  x   0.99997488  =   0.99966096
 AH7737!UTM  13      -   0.99968608  x   0.99995214  =   0.99963823
 AH7737
 AH7737                          SUPERSEDED SURVEY CONTROL
 AH7737
 AH7737.No superseded survey control is available for this station.
 AH7737
 AH7737_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD3088186024(NAD 83)
 AH7737_MARKER: DD = SURVEY DISK
 AH7737_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH7737_STAMPING: GPS 011 1998
 AH7737_MARK LOGO: CO-037
 AH7737_PROJECTION: RECESSED 16 CENTIMETERS
 AH7737_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7737+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7737_ROD/PIPE-DEPTH: 3.5  meters
 AH7737
 AH7737  HISTORY     - Date     Condition        Report By
 AH7737  HISTORY     - 1998     MONUMENTED       MSI
 AH7737
 AH7737                          STATION DESCRIPTION
 AH7737
 AH7737'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1998 (PD)
 AH7737'THE STATION IS LOCATED APPROXIMATELY 2.4 MI (3.9 KM) SOUTH-SOUTHWEST
 AH7737'OF THE TOWN OF GYPSUM, JUST NORTH EAST OF END OF PAVED ROAD, OWNERSHIP
 AH7737'-- STATE OF COLORADO  TO REACH THE STATION FROM EXIT 140 ON INTERSTATE
 AH7737'70, PROCEED SOUTH ON OLD US HIGHWAY 6 HEADING TOWARDS GYPSUM FOR 0.6
 AH7737'MI (1.0 KM) TO INTERSECTION WITH VALLEY ROAD TO THE RIGHT (JUST PAST A
 AH7737'SHARP BEND IN US HIGHWAY 6 TO THE EAST) .  TURN RIGHT AND PROCEED
 AH7737'SOUTH ON VALLEY ROAD FOR 1.8 MI (2.9 KM) TO THE INTERSECTION WITH
 AH7737'COUNTY ROAD 10A (COTTONWOOD PASS) ON THE RIGHT, TURN RIGHT AND PROCEED
 AH7737'WEST ON COUNTY ROAD 10A FOR 1.0 MI (1.6 KM) TO SHARP BEND HEADING
 AH7737'SOUTH, CONTINUE HEADING SOUTH FOR AN ADDITIONAL 0.3 MI (0.5 KM) TO A
 AH7737'Y-INTERSECTION, TURN RIGHT AND PROCEED SOUTH-SOUTHWEST FOR AN
 AH7737'ADDITIONAL 0.15 MI (0.24 KM) TO THE STATION ON THE LEFT  THE STATION
 AH7737'IS THE CENTER OF AN EAGLE COUNTY SURVEY DISK SET ON THE TOP OF AN
 AH7737'ALUMINUM ALLOY ROD DRIVEN IN THE GROUND ENCASED IN A PVC PIPE WITH A
 AH7737'CAP FLUSH TO THE GROUND.  THE STATION IS LOCATED 6.2 FT (1.9 M)
 AH7737'WEST-NORTHWEST FROM FENCELINE, 27.6 FT (8.4 M) EAST-SOUTHEAST FROM
 AH7737'CENTERLINE OF ROAD, 7.0 FT (2.1 M) NORTHWEST FROM 6 FT (1.8 M) TALL
 AH7737'FENCE POST, AND 2.0 FT (0.6 M) WEST FROM CARSONITE WITNESS POST.  THE
 AH7737'STATION IS 6.3 IN BELOW THE GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7738 ***********************************************************************
 AH7738  DESIGNATION -  GPS 012
 AH7738  PID         -  AH7738
 AH7738  STATE/COUNTY-  CO/EAGLE
 AH7738  USGS QUAD   -  WOLCOTT (1987)
 AH7738
 AH7738                         *CURRENT SURVEY CONTROL
 AH7738  ___________________________________________________________________
 AH7738* NAD 83(1992)-  39 39 58.68295(N)    106 38 46.92507(W)     ADJUSTED  
 AH7738* NAVD 88     -      2168.3    (meters)    7114.     (feet)  GPS OBS   
 AH7738  ___________________________________________________________________
 AH7738  X           -  -1,408,857.639 (meters)                     COMP
 AH7738  Y           -  -4,711,987.380 (meters)                     COMP
 AH7738  Z           -   4,050,909.213 (meters)                     COMP
 AH7738  LAPLACE CORR-           4.45  (seconds)                    DEFLEC99
 AH7738  ELLIP HEIGHT-        2155.08  (meters)          (12/03/02) GPS OBS
 AH7738  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 AH7738
 AH7738  HORZ ORDER  -  FIRST
 AH7738  ELLP ORDER  -  FOURTH    CLASS II
 AH7738
 AH7738.The horizontal coordinates were established by GPS observations
 AH7738.and adjusted by the National Geodetic Survey in March 1999..
 AH7738
 AH7738.The orthometric height was determined by GPS observations and a
 AH7738.high-resolution geoid model.
 AH7738
 AH7738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7738
 AH7738.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7738
 AH7738.The ellipsoidal height was determined by GPS observations
 AH7738.and is referenced to NAD 83.
 AH7738
 AH7738.The geoid height was determined by GEOID03.
 AH7738
 AH7738;                    North         East     Units Scale Factor Converg.
 AH7738;SPC CO C     -   508,899.654   816,038.320   MT  0.99998451   -0 43 22.8
 AH7738;SPC CO C     - 1,669,614.95  2,677,285.72   sFT  0.99998451   -0 43 22.8
 AH7738;UTM  13      - 4,392,016.235   358,781.185   MT  0.99984553   -1 03 03.9
 AH7738
 AH7738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7738!SPC CO C     -   0.99966202  x   0.99998451  =   0.99964653
 AH7738!UTM  13      -   0.99966202  x   0.99984553  =   0.99950760
 AH7738
 AH7738                          SUPERSEDED SURVEY CONTROL
 AH7738
 AH7738  ELLIP H (03/05/99) 2155.06   (m)                       GP(       ) 4 2
 AH7738
 AH7738.Superseded values are not recommended for survey control.
 AH7738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7738.See file dsdata.txt to determine how the superseded data were derived.
 AH7738
 AH7738_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD5878192016(NAD 83)
 AH7738_MARKER: DD = SURVEY DISK
 AH7738_SETTING: 80 = SET IN A BOULDER
 AH7738_STAMPING: GPS 012 1998
 AH7738_MARK LOGO: CO-037
 AH7738_PROJECTION: FLUSH
 AH7738_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7738+STABILITY: SURFACE MOTION
 AH7738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7738+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7738
 AH7738  HISTORY     - Date     Condition        Report By
 AH7738  HISTORY     - 1998     MONUMENTED       MSI
 AH7738
 AH7738                          STATION DESCRIPTION
 AH7738
 AH7738'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1998 (PD)
 AH7738'THE STATION IS LOCATED APPROXIMATELY 3.0 MI (4.8 KM) NORTHWEST OF THE
 AH7738'TOWN OF EDWARDS AND APPROXIMATLEY 3.2 MI (5.1 KM) SOUTHEAST OF THE
 AH7738'TOWN OF WOLCOTT ON US HIGHWAY 6, OWNERSHIP -- STATE OF COLORADO  TO
 AH7738'REACH THE STATION FROM EASTBOUND INTERSTATE 70, TAKE EXIT 157
 AH7738'(WOLCOTT) AND TURN LEFT ON TO COLORADO 131, PROCEED NORTH ON COLORADO
 AH7738'131 FOR 0.25 MI (0.40 KM) TO THE INTERSECTION WITH US HIGHWAY 6, TURN
 AH7738'RIGHT AND PROCEED SOUTHEAST ON US HIGHWAY 6 FOR 2.8 MI (4.5 KM) TO A
 AH7738'GRAVEL PULL-OVER ON THE LEFT AND THE STATION ON THE LEFT  THE STATION
 AH7738'IS THE CENTER OF AN EAGLE COUNTY SURVEY DISK SET IN THE TOP OF A LARGE
 AH7738'BOULDER .  THE STATION IS 63 FT (19.2 M) NORTH FROM THE NORTHERN EDGE
 AH7738'OF THE PAVEMENT OF US HIGHWAY 6, 56.5 FT (17.2 M) WEST FROM A POWER
 AH7738'POLE, 5.5 FT (1.7 M) SOUTH FROM A FENCE POST WITH PK NAIL IN CENTER,
 AH7738'AND 4.0 FT (1.2 M) NORTHEAST FROM A WITNESS POST. THE STATION IS 1.4
 AH7738'FT (0.4 M) ABOVE THE ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7739 ***********************************************************************
 AH7739  DESIGNATION -  GPS 013
 AH7739  PID         -  AH7739
 AH7739  STATE/COUNTY-  CO/EAGLE
 AH7739  USGS QUAD   -  GROUSE MOUNTAIN (1987)
 AH7739
 AH7739                         *CURRENT SURVEY CONTROL
 AH7739  ___________________________________________________________________
 AH7739* NAD 83(1992)-  39 36 47.51200(N)    106 36 48.52415(W)     ADJUSTED  
 AH7739* NAVD 88     -      2343.2    (meters)    7688.     (feet)  GPS OBS   
 AH7739  ___________________________________________________________________
 AH7739  X           -  -1,407,266.955 (meters)                     COMP
 AH7739  Y           -  -4,716,530.095 (meters)                     COMP
 AH7739  Z           -   4,046,479.019 (meters)                     COMP
 AH7739  LAPLACE CORR-           6.06  (seconds)                    DEFLEC99
 AH7739  ELLIP HEIGHT-        2330.13  (meters)          (12/03/02) GPS OBS
 AH7739  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 AH7739
 AH7739  HORZ ORDER  -  FIRST
 AH7739  ELLP ORDER  -  FOURTH    CLASS II
 AH7739
 AH7739.The horizontal coordinates were established by GPS observations
 AH7739.and adjusted by the National Geodetic Survey in March 1999..
 AH7739
 AH7739.The orthometric height was determined by GPS observations and a
 AH7739.high-resolution geoid model.
 AH7739
 AH7739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7739
 AH7739.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7739
 AH7739.The ellipsoidal height was determined by GPS observations
 AH7739.and is referenced to NAD 83.
 AH7739
 AH7739.The geoid height was determined by GEOID03.
 AH7739
 AH7739;                    North         East     Units Scale Factor Converg.
 AH7739;SPC CO C     -   502,969.205   818,787.951   MT  0.99997580   -0 42 08.1
 AH7739;SPC CO C     - 1,650,158.13  2,686,306.80   sFT  0.99997580   -0 42 08.1
 AH7739;UTM  13      - 4,386,071.000   361,496.509   MT  0.99983618   -1 01 44.1
 AH7739
 AH7739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7739!SPC CO C     -   0.99963457  x   0.99997580  =   0.99961038
 AH7739!UTM  13      -   0.99963457  x   0.99983618  =   0.99947081
 AH7739
 AH7739                          SUPERSEDED SURVEY CONTROL
 AH7739
 AH7739  ELLIP H (03/05/99) 2330.09   (m)                       GP(       ) 4 2
 AH7739
 AH7739.Superseded values are not recommended for survey control.
 AH7739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7739.See file dsdata.txt to determine how the superseded data were derived.
 AH7739
 AH7739_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD6149786071(NAD 83)
 AH7739_MARKER: DD = SURVEY DISK
 AH7739_SETTING: 80 = SET IN A BOULDER
 AH7739_STAMPING: GPS 013 1998
 AH7739_MARK LOGO: CO-037
 AH7739_PROJECTION: FLUSH
 AH7739_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7739+STABILITY: SURFACE MOTION
 AH7739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7739+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7739
 AH7739  HISTORY     - Date     Condition        Report By
 AH7739  HISTORY     - 1998     MONUMENTED       MSI
 AH7739
 AH7739                          STATION DESCRIPTION
 AH7739
 AH7739'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1998 (PD)
 AH7739'THE STATION IS LOCATED APPROXIMATELY 2.3 MI (3.7 KM) SOUTHWEST OF THE
 AH7739'TOWN OF EDWARDS, OWNERSHIP -- STATE OF COLORADO  TO REACH THE STATION
 AH7739'FROM EASTBOUND INTERSTATE 70, TAKE EXIT 163 (EDWARDS) AND PROCEED
 AH7739'SOUTH FOR 0.55 MI (0.89 KM) TO THE INTERSECTION WITH US HIGHWAY 6,
 AH7739'TURN RIGHT AND PROCEED WEST ON US HIGHWAY 6 FOR 0.75 MI (1.21 KM) TO
 AH7739'THE INTERSECTION WITH LAKE CREEK ROAD ON THE LEFT, TURN LEFT AND
 AH7739'PROCEED SOUTH ON LAKE CREEK ROAD FOR 1.6 MI (2.6 KM) TO THE END OF THE
 AH7739'PAVED ROAD, CONTINUE SOUTH ON THE DIRT ROAD FOR AN ADDITIONAL 0.6 MI
 AH7739'(1.0 KM) TO THE STATION ON THE RIGHT IN THE TOP OF A LARGE BOULDER
 AH7739'THE STATION IS THE CENTER OF AN EAGLE COUNTY SURVEY DISK GROUTED IN
 AH7739'THE TOP OF A LARGE BOULDER .  THE STATION IS LOCATED 28 FT (8.5 M)
 AH7739'WEST OF THE CENTERLINE OF LAKE CREEK ROAD (DIRT ROAD) , 58.5 FT (17.8
 AH7739'M) WEST FROM FENCELINE, AND 11.0 FT (3.4 M) SOUTHWEST FROM CARSONITE
 AH7739'WITNESS POST.  THE STATION IS 7.5 FT (2.3 M) ABOVE THE ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7740 ***********************************************************************
 AH7740  DESIGNATION -  GPS 014
 AH7740  PID         -  AH7740
 AH7740  STATE/COUNTY-  CO/EAGLE
 AH7740  USGS QUAD   -  WOLCOTT (1987)
 AH7740
 AH7740                         *CURRENT SURVEY CONTROL
 AH7740  ___________________________________________________________________
 AH7740* NAD 83(1992)-  39 41 21.04745(N)    106 44 52.33395(W)     ADJUSTED  
 AH7740* NAVD 88     -      2072.8    (meters)    6801.     (feet)  GPS OBS   
 AH7740  ___________________________________________________________________
 AH7740  X           -  -1,416,714.215 (meters)                     COMP
 AH7740  Y           -  -4,707,859.998 (meters)                     COMP
 AH7740  Z           -   4,052,803.817 (meters)                     COMP
 AH7740  LAPLACE CORR-           4.97  (seconds)                    DEFLEC99
 AH7740  ELLIP HEIGHT-        2059.35  (meters)          (12/03/02) GPS OBS
 AH7740  GEOID HEIGHT-         -13.45  (meters)                     GEOID03
 AH7740
 AH7740  HORZ ORDER  -  FIRST
 AH7740  ELLP ORDER  -  FOURTH    CLASS II
 AH7740
 AH7740.The horizontal coordinates were established by GPS observations
 AH7740.and adjusted by the National Geodetic Survey in March 1999..
 AH7740
 AH7740.The orthometric height was determined by GPS observations and a
 AH7740.high-resolution geoid model.
 AH7740
 AH7740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7740
 AH7740.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7740
 AH7740.The ellipsoidal height was determined by GPS observations
 AH7740.and is referenced to NAD 83.
 AH7740
 AH7740.The geoid height was determined by GEOID03.
 AH7740
 AH7740;                    North         East     Units Scale Factor Converg.
 AH7740;SPC CO C     -   511,554.369   807,364.371   MT  0.99998853   -0 47 13.3
 AH7740;SPC CO C     - 1,678,324.63  2,648,827.94   sFT  0.99998853   -0 47 13.3
 AH7740;UTM  13      - 4,394,720.334   350,123.698   MT  0.99987656   -1 06 59.2
 AH7740
 AH7740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7740!SPC CO C     -   0.99967703  x   0.99998853  =   0.99966556
 AH7740!UTM  13      -   0.99967703  x   0.99987656  =   0.99955363
 AH7740
 AH7740                          SUPERSEDED SURVEY CONTROL
 AH7740
 AH7740  ELLIP H (03/05/99) 2059.34   (m)                       GP(       ) 4 2
 AH7740
 AH7740.Superseded values are not recommended for survey control.
 AH7740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7740.See file dsdata.txt to determine how the superseded data were derived.
 AH7740
 AH7740_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD5012494720(NAD 83)
 AH7740_MARKER: DD = SURVEY DISK
 AH7740_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AH7740_STAMPING: GPS 014 1998
 AH7740_MARK LOGO: CO-037
 AH7740_PROJECTION: PROJECTING 9 CENTIMETERS
 AH7740_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH7740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7740+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7740_ROD/PIPE-DEPTH: 3.5  meters
 AH7740
 AH7740  HISTORY     - Date     Condition        Report By
 AH7740  HISTORY     - 1998     MONUMENTED       MSI
 AH7740
 AH7740                          STATION DESCRIPTION
 AH7740
 AH7740'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1998 (PD)
 AH7740'THE STATION IS LOCATED APPROXIMATELY 4.8 MI (7.7 KM) EAST-NORTHEAST OF
 AH7740'THE TOWN OF EAGLE ON US HIGHWAY 6 BETWEEN US HIGHWAY 6 AND EAGLE
 AH7740'RIVER, OWNERSHIP -- STATE OF COLORADO DEPARTMENT OF TRANSPORTATION  TO
 AH7740'REACH THE STATION FROM EXIT 147 (EAGLE) ON INTERSTATE 70, PROCEED
 AH7740'SOUTH ON EBY CREEK ROAD FOR 0.2 MI (0.3 KM) TO INTERSECTION WITH US
 AH7740'HIGHWAY 6, TURN LEFT AND PROCEED EAST-NORTHEAST ON US HIGHWAY 6 FOR
 AH7740'4.5 MI (7.2 KM) TO THE STATION ON THE RIGHT  THE STATION IS THE CENTER
 AH7740'OF AN EAGLE COUNTY SURVEY DISK SET ON THE TOP OF AN ALUMINUM ALLOY ROD
 AH7740'DRIVEN IN THE GROUND ENCASED IN A PVC PIPE WITH A CAP PROJECTING 4.7
 AH7740'IN ABOVE THE GROUND.  THE STATION IS LOCATED 40 FT (12.2 M) NORTHEAST
 AH7740'OF A POWER POLE, 31.9 FT (9.7 M) SOUTH FROM THE CENTERLINE OF US
 AH7740'HIGHWAY 6, AND 2.0 FT (0.6 M) NORTHWEST FROM A CARSONITE WITNESS POST.
 AH7740'THE STATION PROJECTS 3.5 IN ABOVE THE GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7741 ***********************************************************************
 AH7741  DESIGNATION -  GPS 015
 AH7741  PID         -  AH7741
 AH7741  STATE/COUNTY-  CO/EAGLE
 AH7741  USGS QUAD   -  DOTSERO (1987)
 AH7741
 AH7741                         *CURRENT SURVEY CONTROL
 AH7741  ___________________________________________________________________
 AH7741* NAD 83(1992)-  39 41 49.83963(N)    107 04 22.20487(W)     ADJUSTED  
 AH7741* NAVD 88     -      1894.4    (meters)    6215.     (feet)  GPS OBS   
 AH7741  ___________________________________________________________________
 AH7741  X           -  -1,443,185.921 (meters)                     COMP
 AH7741  Y           -  -4,699,075.450 (meters)                     COMP
 AH7741  Z           -   4,053,373.234 (meters)                     COMP
 AH7741  LAPLACE CORR-          -5.81  (seconds)                    DEFLEC99
 AH7741  ELLIP HEIGHT-        1880.73  (meters)          (12/03/02) GPS OBS
 AH7741  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 AH7741
 AH7741  HORZ ORDER  -  FIRST
 AH7741  ELLP ORDER  -  FOURTH    CLASS II
 AH7741
 AH7741.The horizontal coordinates were established by GPS observations
 AH7741.and adjusted by the National Geodetic Survey in March 1999..
 AH7741
 AH7741.The orthometric height was determined by GPS observations and a
 AH7741.high-resolution geoid model.
 AH7741
 AH7741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7741
 AH7741.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7741
 AH7741.The ellipsoidal height was determined by GPS observations
 AH7741.and is referenced to NAD 83.
 AH7741
 AH7741.The geoid height was determined by GEOID03.
 AH7741
 AH7741;                    North         East     Units Scale Factor Converg.
 AH7741;SPC CO C     -   512,874.947   779,508.087   MT  0.99998998   -0 59 31.1
 AH7741;SPC CO C     - 1,682,657.22  2,557,436.12   sFT  0.99998998   -0 59 31.1
 AH7741;UTM  13      - 4,396,201.671   322,277.124   MT  0.99998888   -1 19 27.6
 AH7741
 AH7741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7741!SPC CO C     -   0.99970503  x   0.99998998  =   0.99969501
 AH7741!UTM  13      -   0.99970503  x   0.99998888  =   0.99969391
 AH7741
 AH7741                          SUPERSEDED SURVEY CONTROL
 AH7741
 AH7741.No superseded survey control is available for this station.
 AH7741
 AH7741_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD2227796202(NAD 83)
 AH7741_MARKER: DD = SURVEY DISK
 AH7741_SETTING: 80 = SET IN A BOULDER
 AH7741_STAMPING: GPS 015 1998
 AH7741_MARK LOGO: CO-037
 AH7741_PROJECTION: FLUSH
 AH7741_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7741+STABILITY: SURFACE MOTION
 AH7741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7741+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7741
 AH7741  HISTORY     - Date     Condition        Report By
 AH7741  HISTORY     - 1998     MONUMENTED       MSI
 AH7741
 AH7741                          STATION DESCRIPTION
 AH7741
 AH7741'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1998 (PD)
 AH7741'THE STATION IS LOCATED APPROXIMATELY 7.5 MI (12.1 KM) NORHTWEST OF THE
 AH7741'TOWN OF GYPSUM ALONG COLORADO 103 BETWEEN COLORADO 103 AND THE
 AH7741'COLORADO RIVER, OWNERSHIP -- STATE OF COLORADO  TO REACH THE STATION
 AH7741'FROM EXIT 133 (DOTSERO) OFF OF WESTBOUND INTERSTATE 70, PROCEED WEST
 AH7741'ON NORTH FRONTAGE ROAD FOR 0.65 MI (1.05 KM) TO INTERSECTION WITH
 AH7741'COLORADO 301 (UNNAMED) , TURN RIGHT AND PROCEED NORTH ALONG COLORADO
 AH7741'301 FOR 3.7 MI (6.0 KM) TO A PULLOVER/REST AREA ON THE RIGHT AND THE
 AH7741'STATION ON THE RIGHT IN THE TOP OF A LARGE BOULDER  THE STATION IS THE
 AH7741'CENTER OF AN EAGLE COUNTY SURVEY DISK SET FLUSH IN THE TOP OF A LARGE
 AH7741'BOULDER.  THE STATION IS LOCATED 37.5 FT (11.4 M) EAST FROM THE
 AH7741'CENTERLINE OF COLORADO 301, 62.5 FT (19.1 M) EAST FROM A POWER POLE,
 AH7741'30.5 FT (9.3 M) WEST (260 DEGREES) FROM THE SOUTH END OF A PERMANENT
 AH7741'CONCRETE PICNIC TABLE, 67.9 FT (20.7 M) WEST-NORTHWEST (290 DEGREES)
 AH7741'FROM A LARGE TREE ON THE WEST BANK BANK OF THE COLORADO RIVER, AND 4.5
 AH7741'FT (1.4 M) EAST OF A CARSONITE WITNESS POST.  THE STATION IS
 AH7741'APPROXIMATELY 5 FT (1.5 M) ABOVE THE ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH7742 ***********************************************************************
 AH7742  DESIGNATION -  GPS 016
 AH7742  PID         -  AH7742
 AH7742  STATE/COUNTY-  CO/EAGLE
 AH7742  USGS QUAD   -  COTTONWOOD PASS (1987)
 AH7742
 AH7742                         *CURRENT SURVEY CONTROL
 AH7742  ___________________________________________________________________
 AH7742* NAD 83(1992)-  39 31 48.72497(N)    107 03 31.49385(W)     ADJUSTED  
 AH7742* NAVD 88     -      2525.5    (meters)    8286.     (feet)  GPS OBS   
 AH7742  ___________________________________________________________________
 AH7742  X           -  -1,445,641.914 (meters)                     COMP
 AH7742  Y           -  -4,711,199.054 (meters)                     COMP
 AH7742  Z           -   4,039,488.825 (meters)                     COMP
 AH7742  LAPLACE CORR-           5.11  (seconds)                    DEFLEC99
 AH7742  ELLIP HEIGHT-        2511.48  (meters)          (12/03/02) GPS OBS
 AH7742  GEOID HEIGHT-         -13.95  (meters)                     GEOID03
 AH7742
 AH7742  HORZ ORDER  -  FIRST
 AH7742  ELLP ORDER  -  FOURTH    CLASS II
 AH7742
 AH7742.The horizontal coordinates were established by GPS observations
 AH7742.and adjusted by the National Geodetic Survey in March 1999..
 AH7742
 AH7742.The orthometric height was determined by GPS observations and a
 AH7742.high-resolution geoid model.
 AH7742
 AH7742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH7742
 AH7742.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH7742
 AH7742.The ellipsoidal height was determined by GPS observations
 AH7742.and is referenced to NAD 83.
 AH7742
 AH7742.The geoid height was determined by GEOID03.
 AH7742
 AH7742;                    North         East     Units Scale Factor Converg.
 AH7742;SPC CO C     -   494,318.380   780,398.014   MT  0.99996391   -0 58 59.1
 AH7742;SPC CO C     - 1,621,776.22  2,560,355.82   sFT  0.99996391   -0 58 59.1
 AH7742;UTM  13      - 4,377,640.084   323,060.173   MT  0.99998547   -1 18 38.5
 AH7742
 AH7742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH7742!SPC CO C     -   0.99960614  x   0.99996391  =   0.99957006
 AH7742!UTM  13      -   0.99960614  x   0.99998547  =   0.99959161
 AH7742
 AH7742                          SUPERSEDED SURVEY CONTROL
 AH7742
 AH7742  ELLIP H (03/05/99) 2511.47   (m)                       GP(       ) 4 2
 AH7742
 AH7742.Superseded values are not recommended for survey control.
 AH7742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH7742.See file dsdata.txt to determine how the superseded data were derived.
 AH7742
 AH7742_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD2306077640(NAD 83)
 AH7742_MARKER: DD = SURVEY DISK
 AH7742_SETTING: 80 = SET IN A BOULDER
 AH7742_STAMPING: GPS 016 1998
 AH7742_MARK LOGO: CO-037
 AH7742_PROJECTION: FLUSH
 AH7742_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH7742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH7742+STABILITY: SURFACE MOTION
 AH7742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH7742+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH7742
 AH7742  HISTORY     - Date     Condition        Report By
 AH7742  HISTORY     - 1998     MONUMENTED       MSI
 AH7742
 AH7742                          STATION DESCRIPTION
 AH7742
 AH7742'DESCRIBED BY MEASUREMENT SCIENCE INCORPORATED 1998 (PD)
 AH7742'THE STATION IS LOCATED APPROXIMATELY 9.7 MI (15.6 KM) SOUTHWEST OF THE
 AH7742'TOWN OF GYPSUM, NEAR COTTONWOOD PASS, OWNERSHIP -- WHITE RIVER
 AH7742'NATIONAL FOREST  TO REACH THE STATION FROM INTERSTATE 70, TAKE EXIT
 AH7742'140 AND PROCEED SOUTH ALONG OLD US HIGHWAY 6 FOR 0.6 MI (1.0 KM) TO
 AH7742'INTERSECTION WITH VALLEY ROAD (JUST AFTER SHARP BEND IN US HIGHWAY 6
 AH7742'TURNING EAST) , TURN RIGHT AND PROCEED SOUTH ON VALLET ROAD FOR 1.8 MI
 AH7742'(2.9 KM) TO INTERSECTION WITH COUNTY ROAD 10A (COTTONWOOD PASS) , TURN
 AH7742'RIGHT ON COUNTY ROAD 10A (COTTONWOOD PASS) AND PROCEED WEST FOR 1.0 MI
 AH7742'(1.6 KM) TO A SHARP BEND IN THE ROAD AND THEN PROCEED SOUTH FOR AN
 AH7742'ADITIONAL 0.3 MI (0.5 KM) TO A Y-INTERESECTION, KEEP RIGHT AND PROCEED
 AH7742'SOUTH-SOUTHEAST FOR 8.35 MI (13.44 KM) TO STATION ON THE RIGHT IN A
 AH7742'LARGE BOULDER  THE STATION IS AN EAGLE COUNTY SURVEY DISK SET FLUSH IN
 AH7742'THE TOP OF A LARGE BOULDER .  THE STATION IS LOCATED 19 FT (5.8 M)
 AH7742'SOUTHEAST FROM A FENCE POST WITH PK NAIL IN CENTER, 10.5 FT (3.2 M)
 AH7742'FROM FENCE POST WITH PK NAIL IN CENTER, 27 FT (8.2 M) WEST FROM
 AH7742'CENTERLINE OF DIRT ROAD, AND 4 FT (1.2 M) NORTHWEST OF WITNESS POST.
 AH7742'THE STATION IS 2.3 FT (0.7 M) ABOVE THE ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD9251 ***********************************************************************
 AD9251  DESIGNATION -  GPS 1 BIARDS
 AD9251  PID         -  AD9251
 AD9251  STATE/COUNTY-  CO/MONTEZUMA
 AD9251  USGS QUAD   -  TOWAOC (1966)
 AD9251
 AD9251                         *CURRENT SURVEY CONTROL
 AD9251  ___________________________________________________________________
 AD9251* NAD 83(1992)-  37 12 58.42264(N)    108 40 39.87378(W)     ADJUSTED  
 AD9251* NAVD 88     -      1773.9    (meters)    5820.     (feet)  GPS OBS   
 AD9251  ___________________________________________________________________
 AD9251  X           -  -1,629,058.222 (meters)                     COMP
 AD9251  Y           -  -4,819,008.628 (meters)                     COMP
 AD9251  Z           -   3,837,591.594 (meters)                     COMP
 AD9251  LAPLACE CORR-           4.67  (seconds)                    DEFLEC99
 AD9251  ELLIP HEIGHT-        1754.06  (meters)          (12/03/02) GPS OBS
 AD9251  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 AD9251
 AD9251  HORZ ORDER  -  FIRST
 AD9251  ELLP ORDER  -  FOURTH    CLASS II
 AD9251
 AD9251.The horizontal coordinates were established by GPS observations
 AD9251.and adjusted by the National Geodetic Survey in July 1997..
 AD9251
 AD9251.The orthometric height was determined by GPS observations and a
 AD9251.high-resolution geoid model.
 AD9251
 AD9251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9251
 AD9251.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9251
 AD9251.The ellipsoidal height was determined by GPS observations
 AD9251.and is referenced to NAD 83.
 AD9251
 AD9251.The geoid height was determined by GEOID03.
 AD9251
 AD9251;                    North         East     Units Scale Factor Converg.
 AD9251;SPC CO S     -   370,590.495   632,402.122   MT  1.00000315   -1 56 57.0
 AD9251;SPC CO S     - 1,215,845.65  2,074,805.96   sFT  1.00000315   -1 56 57.0
 AD9251;UTM  12      - 4,121,386.153   706,054.035   MT  1.00012305   +1 24 18.2
 AD9251
 AD9251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9251!SPC CO S     -   0.99972481  x   1.00000315  =   0.99972796
 AD9251!UTM  12      -   0.99972481  x   1.00012305  =   0.99984783
 AD9251
 AD9251                          SUPERSEDED SURVEY CONTROL
 AD9251
 AD9251  ELLIP H (07/06/97) 1754.07   (m)                       GP(       ) 3 1
 AD9251
 AD9251.Superseded values are not recommended for survey control.
 AD9251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9251.See file dsdata.txt to determine how the superseded data were derived.
 AD9251
 AD9251_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG0605421386(NAD 83)
 AD9251_MARKER: DU = BOUNDARY MARKER
 AD9251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9251_STAMPING: GPS 1 1993
 AD9251_MARK LOGO: CODOT 
 AD9251_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD9251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9251+STABILITY: SURFACE MOTION
 AD9251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9251+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AD9251
 AD9251  HISTORY     - Date     Condition        Report By
 AD9251  HISTORY     - 1993     MONUMENTED       CODOT
 AD9251
 AD9251                          STATION DESCRIPTION
 AD9251
 AD9251'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1993 (RSC)
 AD9251'THE STATION IS LOCATED ABOUT 11 MI (17.7 KM) SOUTH-SOUTHWEST OF CORTEZ
 AD9251'AND 3 MI (4.8 KM) EAST-NORTHEAST OF TOWAOC, AT U.  S.  HIGHWAY 160
 AD9251'MILEPOST 27.6 AND IN THE NE 1/4 OF SEC.  3, T 33 1/2 N, R 17 W.
 AD9251'OWNERSHIP--ON THE COLORADO DEPT.  OF TRANSPORTATION RIGHT-OF-WAY AND
 AD9251'THE UTE MOUNTAIN UTE RESERVATION LINE TO REACH THE STATION FROM U.S.
 AD9251'HIGHWAY 160-666 AND THE COUNTY ROAD GOING TO TOWAOC, GO NORTHEAST 1.2
 AD9251'MI (1.9 KM) ON U.  S.  HIGHWAY 160-666 TO THE STATION ON THE RIGHT THE
 AD9251'STATION MARK IS A STANDARD BIARDS RIGHT-OF-WAY DISK STAMPED---GPS 1
 AD9251'1993--- SET IN A 6-INCH DIAMETER CONCRETE MONUMENT PROJECTING 15 CM
 AD9251'ABOVE THE GROUND.  IT IS 20.0 M (65.6 FT) NORTHEAST OF THE CENTERLINE
 AD9251'OF U.  S.  HIGHWAY 160-666, 18.3 M (60.0 FT) SOUTHWEST OF A BIA
 AD9251'RIGHT-OF-WAY MARKER, 14.0 M (45.9 FT) NORTH OF THE WESTERN MOST POST
 AD9251'FOR A SIGN--UTE MOUNTAIN UTE RESERVATION--, 9.2 M (30.2 FT) SOUTHWEST
 AD9251'OF SUNRISE DRIVE AND A CATTLE GUARD, 0.6 M (2.0 FT) WEST-NORTHWEST OF
 AD9251'AN ANGLE IRON POST PAINTED--28+88-- AND 0.3 M (1.0 FT) EAST-SOUTHEAST
 AD9251'OF A WITNESS POST AND RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4290 ***********************************************************************
 AE4290  DESIGNATION -  GPS 7 I 25 147.25
 AE4290  PID         -  AE4290
 AE4290  STATE/COUNTY-  CO/EL PASO
 AE4290  USGS QUAD   -  PIKEVIEW (1994)
 AE4290
 AE4290                         *CURRENT SURVEY CONTROL
 AE4290  ___________________________________________________________________
 AE4290* NAD 83(1992)-  38 54 42.73581(N)    104 49 15.88400(W)     ADJUSTED  
 AE4290* NAVD 88     -      1903.5    (meters)    6245.     (feet)  GPS OBS   
 AE4290  ___________________________________________________________________
 AE4290  X           -  -1,271,575.262 (meters)                     COMP
 AE4290  Y           -  -4,805,559.983 (meters)                     COMP
 AE4290  Z           -   3,985,894.129 (meters)                     COMP
 AE4290  LAPLACE CORR-         -13.71  (seconds)                    DEFLEC99
 AE4290  ELLIP HEIGHT-        1886.77  (meters)          (12/03/02) GPS OBS
 AE4290  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 AE4290
 AE4290  HORZ ORDER  -  FIRST
 AE4290  ELLP ORDER  -  FOURTH    CLASS II
 AE4290
 AE4290.The horizontal coordinates were established by GPS observations
 AE4290.and adjusted by the National Geodetic Survey in October 1997..
 AE4290
 AE4290.The orthometric height was determined by GPS observations and a
 AE4290.high-resolution geoid model.
 AE4290
 AE4290.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4290
 AE4290.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4290
 AE4290.The ellipsoidal height was determined by GPS observations
 AE4290.and is referenced to NAD 83.
 AE4290
 AE4290.The geoid height was determined by GEOID03.
 AE4290
 AE4290;                    North         East     Units Scale Factor Converg.
 AE4290;SPC CO C     -   424,745.815   973,283.208   MT  0.99994133   +0 25 41.5
 AE4290;SPC CO C     - 1,393,520.23  3,193,179.99   sFT  0.99994133   +0 25 41.5
 AE4290;UTM  13      - 4,307,012.107   515,512.299   MT  0.99960296   +0 06 44.6
 AE4290
 AE4290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4290!SPC CO C     -   0.99970406  x   0.99994133  =   0.99964540
 AE4290!UTM  13      -   0.99970406  x   0.99960296  =   0.99930713
 AE4290
 AE4290                          SUPERSEDED SURVEY CONTROL
 AE4290
 AE4290  ELLIP H (10/31/97) 1886.78   (m)                       GP(       ) 4 1
 AE4290
 AE4290.Superseded values are not recommended for survey control.
 AE4290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4290.See file dsdata.txt to determine how the superseded data were derived.
 AE4290
 AE4290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED1551207012(NAD 83)
 AE4290_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AE4290_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE4290_STAMPING: GPS 7 I 25 147.25
 AE4290_MARK LOGO: CODOT 
 AE4290_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4290+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4290
 AE4290  HISTORY     - Date     Condition        Report By
 AE4290  HISTORY     - 1996     MONUMENTED       NGS
 AE4290  HISTORY     - 20010829 GOOD             USPSQD
 AE4290
 AE4290                          STATION DESCRIPTION
 AE4290
 AE4290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE4290'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) NORTH OF COLORADO SPRINGS,
 AE4290'5.5 MI (8.9 KM) NORTHEAST OF MANITOU SPRINGS AND 3 MI (4.8 KM)
 AE4290'SOUTH-SOUTHWEST OF THE SOUTHERN ENTRANCE TO THE AIR FORCE ACADEMY, IN
 AE4290'THE SOUTHEAST 1/4 OF SECTION 18, T 13 S, R 66 W, AT INTERSTATE 25
 AE4290'MILEPOST 147.25.  OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION
 AE4290'RIGHT-OF-WAY  TO REACH THE STATION WHICH IS AT THE INTERSECTION OF
 AE4290'INTERSTATE 25 AND ROCKRIMMON ROAD, EXIT 147, ON THE EAST SIDE OF
 AE4290'INTERSTATE 25 IN A TRAFFIC ISLAND FOR THE OFFRAMP AND ON RAMP TO
 AE4290'ROCKRIMMON ROAD.  THE SAFEST WAY TO GET TO GET ON THE TRAFFIC ISLAND
 AE4290'MAYBE TO TAKE THE ROCKRIMMON ROAD ON RAMP TO INTERSTATE 25 NORTH,
 AE4290'GETTING ON THE ISLAND JUST BEFORE GETTING ON TO INTERSTATE 25 NORTH
 AE4290'THE MARK IS A CODOH CONTROL MONUMENT DISK DRIVEN ON A 12.2 M (40.0 FT)
 AE4290'DEEP, 3/4-INCH DIAMETER STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AE4290'SURROUNDED BY A 6-INCH PVC PIPE WITH LOGO LID, FLUSH WITH THE GROUND.
 AE4290'IT IS 31.5 M (103.3 FT) EAST FROM THE EDGE OF CURB OF THE ISLAND OF
 AE4290'INTERSTATE 25 NORTHBOUND, 27.7 M (90.9 FT) EAST FROM A LIGHT POST, 8.4
 AE4290'M (27.6 FT) SOUTHWEST FROM THE CENTER OF THE ON RAMP, 8.0 M (26.2 FT)
 AE4290'NORTH FROM THE CENTER OF THE OFF RAMP, 0.55 M (1.80 FT) WEST-NORTHWEST
 AE4290'FROM A CODOT WITNESS POST AND IN THE EASTERN SIDE OF THE TRAFFIC
 AE4290'ISLAND.
 AE4290
 AE4290                          STATION RECOVERY (2001)
 AE4290
 AE4290'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AE4290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0620 ***********************************************************************
 HL0620  DESIGNATION -  GRAHAM
 HL0620  PID         -  HL0620
 HL0620  STATE/COUNTY-  CO/HINSDALE
 HL0620  USGS QUAD   -  GRANITE PEAK (1973)
 HL0620
 HL0620                         *CURRENT SURVEY CONTROL
 HL0620  ___________________________________________________________________
 HL0620* NAD 83(1992)-  37 29 50.05118(N)    107 22 34.02827(W)     ADJUSTED  
 HL0620* NAVD 88     -      3821.1    (meters)   12536.     (feet)  VERTCON   
 HL0620  ___________________________________________________________________
 HL0620  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 HL0620  GEOID HEIGHT-         -16.19  (meters)                     GEOID03
 HL0620
 HL0620  HORZ ORDER  -  THIRD
 HL0620
 HL0620.The horizontal coordinates were established by classical geodetic methods
 HL0620.and adjusted by the National Geodetic Survey in January 1993..
 HL0620
 HL0620.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0620
 HL0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0620
 HL0620.The geoid height was determined by GEOID03.
 HL0620
 HL0620;                    North         East     Units Scale Factor Converg.
 HL0620;SPC CO S     -   398,646.149   748,516.423   MT  0.99996259   -1 09 02.8
 HL0620;SPC CO S     - 1,307,891.57  2,455,757.63   sFT  0.99996259   -1 09 02.8
 HL0620;UTM  13      - 4,152,686.891   289,951.191   MT  1.00014349   -1 26 48.9
 HL0620
 HL0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0620!SPC CO S     -   0.99940327  x   0.99996259  =   0.99936589
 HL0620!UTM  13      -   0.99940327  x   1.00014349  =   0.99954668
 HL0620
 HL0620:                Primary Azimuth Mark                     Grid Az
 HL0620:SPC CO S     -  CREVASSE                                 268 26 34.2
 HL0620:UTM  13      -  CREVASSE                                 268 44 20.3
 HL0620
 HL0620|---------------------------------------------------------------------|
 HL0620| PID    Reference Object                     Distance      Geod. Az  |
 HL0620|                                                           dddmmss.s |
 HL0620| HL0621 CREVASSE                            APPROX.20.0 KM 2671731.4 |
 HL0620|---------------------------------------------------------------------|
 HL0620
 HL0620                          SUPERSEDED SURVEY CONTROL
 HL0620
 HL0620  NAD 83(1986)-  37 29 50.05029(N)    107 22 34.02988(W) AD(       ) 3
 HL0620  NAD 27      -  37 29 50.03365(N)    107 22 31.83691(W) AD(       ) 3
 HL0620  NGVD 29 (07/19/86) 3819.5    (m)        12531.     (f) VERT ANG       
 HL0620
 HL0620.Superseded values are not recommended for survey control.
 HL0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0620.See file dsdata.txt to determine how the superseded data were derived.
 HL0620
 HL0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB8995152687(NAD 83)
 HL0620
 HL0620  HISTORY     - Date     Condition        Report By
 HL0620  HISTORY     - 1956     MONUMENTED       USFS
 HL0620  HISTORY     - 1960     GOOD             USFS
 HL0620
 HL0620                          STATION DESCRIPTION
 HL0620
 HL0620'DESCRIBED BY US FOREST SERVICE 1960 (AWH)
 HL0620'ON THE DIVIDE BETWEEN PINE RIVER AND THE WESTERN TRIBUTARY OF THE
 HL0620'WEMINUCHE CREEK, THE SECOND PEAK FROM THE S. WHICH RISES ABOVE TIMBER
 HL0620'LINE.  SUMMIT CAN BE REACHED WITH ANIMALS BY WAGON RD. UP PINE RIVER
 HL0620'-TO KIRKPATRICKS RANCH AT THE JCT. OF GRAHAM CREEK AND PINE RIVER-
 HL0620'THENCE BY TRAIL ABOUT 8 MI. PAST THE DIVIDE, THENCE ACROSS COUNTRY
 HL0620'AND UP AND DOWN RIDGES, FINALLY ASCENDING THE PEAK FROM THE S.
 HL0620'
 HL0620'STATION MARK - AN ALUMINUM TABLET SET IN GRANITE BOULDER AT SUMMIT.
 HL0620'
 HL0620'REFERENCE MARK - ROCK MONUMENT WITH 6 FT. BASE AND 8 FT. HIGH,
 HL0620'TRUE BEARING FROM STATION 120 DEGREES 20 MINUTES DISTANCE 8.2 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0407 ***********************************************************************
 JM0407  DESIGNATION -  GRAM
 JM0407  PID         -  JM0407
 JM0407  STATE/COUNTY-  CO/MONTROSE
 JM0407  USGS QUAD   -  BULL CANYON (1994)
 JM0407
 JM0407                         *CURRENT SURVEY CONTROL
 JM0407  ___________________________________________________________________
 JM0407* NAD 83(1992)-  38 13 34.29643(N)    108 46 01.99131(W)     ADJUSTED  
 JM0407* NAVD 88     -      2185.3    (meters)    7170.     (feet)  VERTCON   
 JM0407  ___________________________________________________________________
 JM0407  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 JM0407  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 JM0407
 JM0407  HORZ ORDER  -  THIRD
 JM0407
 JM0407.The horizontal coordinates were established by classical geodetic methods
 JM0407.and adjusted by the National Geodetic Survey in November 1997..
 JM0407
 JM0407.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0407
 JM0407.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0407
 JM0407.The geoid height was determined by GEOID03.
 JM0407
 JM0407;                    North         East     Units Scale Factor Converg.
 JM0407;SPC CO S     -   482,888.638   628,384.809   MT  0.99996875   -2 00 14.5
 JM0407;SPC CO S     - 1,584,277.14  2,061,625.83   sFT  0.99996875   -2 00 14.5
 JM0407;UTM  12      - 4,233,269.132   695,440.192   MT  1.00007044   +1 22 55.2
 JM0407
 JM0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0407!SPC CO S     -   0.99966018  x   0.99996875  =   0.99962894
 JM0407!UTM  12      -   0.99966018  x   1.00007044  =   0.99973060
 JM0407
 JM0407                          SUPERSEDED SURVEY CONTROL
 JM0407
 JM0407  NAD 83(1992)-  38 13 34.29259(N)    108 46 01.99326(W) AD(       ) 3
 JM0407  NAD 83(1986)-  38 13 34.28926(N)    108 46 01.98887(W) AD(       ) 3
 JM0407  NAD 27      -  38 13 34.32868(N)    108 45 59.63488(W) AD(       ) 3
 JM0407  NGVD 29 (07/19/86) 2184.1    (m)         7166.     (f) VERT ANG       
 JM0407
 JM0407.Superseded values are not recommended for survey control.
 JM0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0407.See file dsdata.txt to determine how the superseded data were derived.
 JM0407
 JM0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH9544033269(NAD 83)
 JM0407_MARKER: DD = SURVEY DISK
 JM0407_SETTING: 66 = SET IN ROCK OUTCROP
 JM0407_SP_SET: SET IN ROCK OUTCROP
 JM0407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0407+STABILITY: POSITION/ELEVATION WELL
 JM0407
 JM0407  HISTORY     - Date     Condition        Report By
 JM0407  HISTORY     - 1947     MONUMENTED       USGS
 JM0407
 JM0407                          STATION DESCRIPTION
 JM0407
 JM0407'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JM0407'STATION IS LOCATED ON N. SIDE OF MONOGRAM MESA, DIRECTLY ABOVE WHAT
 JM0407'IS KNOWN LOCALLY AS THE MONOGRAM MINE.  STATION OVERLOOKS EAST
 JM0407'PARADOX VALLEY TO THE N. AND MONOGRAM MESA TO THE S., LOCATED IN
 JM0407'NW. 1/4 SEC. 20, T 46 N, R 17 W.
 JM0407'
 JM0407'TO REACH STATION FROM NATURITA, COLORADO, TAKE STATE HIGHWAY 90 12
 JM0407'MI. W. TO MONOGRAM MINE ROAD, FOLLOW THIS RD. 3.0 MI. S. AND W. TO
 JM0407'WHAT IS KNOWN AS THE MONOGRAM MINE, FROM THIS POINT IT IS ABOUT A
 JM0407'20 MINUTE PACK TO N. EDGE OF MONOGRAM MESA, DIRECTLY ABOVE THE MINE
 JM0407'AND STATION SITE.
 JM0407'
 JM0407'STATION MARK--STANDARD TABLET, STAMPED ---GRAM 1947---, AND CEMENTED
 JM0407'INTO SANDSTONE OUTCROP.
 JM0407'
 JM0407'REFERENCE MARK NO. 1--CHISELED ARROW, IN A SANDSTONE OUTCROP, 110.4
 JM0407'FT. FROM STATION, S 70 DEG W.
 JM0407'
 JM0407'REFERENCE MARK NO. 2--CHISELED ARROW, IN A SANDSTONE OUTCROP, 144.2
 JM0407'FT. FROM STATION, S 15 DEG E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0714 ***********************************************************************
 LK0714  DESIGNATION -  GRAMMA
 LK0714  PID         -  LK0714
 LK0714  STATE/COUNTY-  CO/MORGAN
 LK0714  USGS QUAD   -  JUDSON HILLS (1984)
 LK0714
 LK0714                         *CURRENT SURVEY CONTROL
 LK0714  ___________________________________________________________________
 LK0714* NAD 83(1992)-  40 29 14.53463(N)    103 53 15.15088(W)     ADJUSTED  
 LK0714* NAVD 88     -      1494.     (meters)    4902.     (feet)  SCALED    
 LK0714  ___________________________________________________________________
 LK0714  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 LK0714  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 LK0714
 LK0714  HORZ ORDER  -  THIRD
 LK0714
 LK0714.The horizontal coordinates were established by classical geodetic methods
 LK0714.and adjusted by the National Geodetic Survey in January 1993..
 LK0714
 LK0714.The orthometric height was scaled from a topographic map.
 LK0714
 LK0714.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0714
 LK0714.The geoid height was determined by GEOID03.
 LK0714
 LK0714;                    North         East     Units Scale Factor Converg.
 LK0714;SPC CO N     -   434,178.500 1,051,099.653   MT  0.99996535   +1 02 30.7
 LK0714;SPC CO N     - 1,424,467.30  3,448,482.78   sFT  0.99996535   +1 02 30.7
 LK0714;UTM  13      - 4,482,447.205   594,281.481   MT  0.99970942   +0 43 20.5
 LK0714
 LK0714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0714!SPC CO N     -   0.99976873  x   0.99996535  =   0.99973408
 LK0714!UTM  13      -   0.99976873  x   0.99970942  =   0.99947821
 LK0714
 LK0714:                Primary Azimuth Mark                     Grid Az
 LK0714:SPC CO N     -  BUMPS                                    230 36 39.8
 LK0714:UTM  13      -  BUMPS                                    230 55 50.0
 LK0714
 LK0714|---------------------------------------------------------------------|
 LK0714| PID    Reference Object                     Distance      Geod. Az  |
 LK0714|                                                           dddmmss.s |
 LK0714| LK0715 BUMPS                               APPROX. 6.8 KM 2313910.5 |
 LK0714|---------------------------------------------------------------------|
 LK0714
 LK0714                          SUPERSEDED SURVEY CONTROL
 LK0714
 LK0714  NAD 83(1986)-  40 29 14.52517(N)    103 53 15.15036(W) AD(       ) 3
 LK0714  NAD 27      -  40 29 14.59946(N)    103 53 13.30587(W) AD(       ) 3
 LK0714
 LK0714.Superseded values are not recommended for survey control.
 LK0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0714.See file dsdata.txt to determine how the superseded data were derived.
 LK0714
 LK0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE9428182447(NAD 83)
 LK0714_MARKER: DD = SURVEY DISK
 LK0714_SETTING: 0 = UNSPECIFIED SETTING
 LK0714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LK0714
 LK0714  HISTORY     - Date     Condition        Report By
 LK0714  HISTORY     - 1948     MONUMENTED       USGS
 LK0714
 LK0714                          STATION DESCRIPTION
 LK0714
 LK0714'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 LK0714'STATION IS LOCATED NEAR THE CENTER OF SEC. 17, T 6 N, R 58 W, 430
 LK0714'FT. ESE. OF FENCE LINE AT TRACK RD., 62 FT. S. OF RD.
 LK0714'
 LK0714'TO REACH FROM FORT MORGAN POST OFFICE, GO N. 17.5 MI. ON STATE ROUTE
 LK0714'52, TURN LEFT (W.) AND GO 4.0 MI., TURN LEFT (S.) AND GO 0.6 MI.,
 LK0714'TURN RIGHT (W.) AND FOLLOW TRACK RD. PAST FARM BUILDINGS TO TOP OF
 LK0714'RIDGE, 0.5 MI. TO STATION.
 LK0714'
 LK0714'STATION MARK--STANDARD TABLET, IN CONCRETE POST, STAMPED ---GRAMMA
 LK0714'1948---.
 LK0714'
 LK0714'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, SET IN CONCRETE POST,
 LK0714'56.67 FT. FROM STATION, S 14 DEG 44 MIN E.
 LK0714'
 LK0714'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---GRAMMA 2
 LK0714'1948---, SET IN CONCRETE POST, 73.97 FT. FROM STATION,
 LK0714'S 70 DEG 30 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0795 ***********************************************************************
 JJ0795  DESIGNATION -  GRANADA
 JJ0795  PID         -  JJ0795
 JJ0795  STATE/COUNTY-  CO/PROWERS
 JJ0795  USGS QUAD   -  GRANADA (1953)
 JJ0795
 JJ0795                         *CURRENT SURVEY CONTROL
 JJ0795  ___________________________________________________________________
 JJ0795* NAD 83(1992)-  38 02 06.47366(N)    102 19 34.20370(W)     ADJUSTED  
 JJ0795* NAVD 88     -      1130.     (meters)    3707.     (feet)  VERTCON   
 JJ0795  ___________________________________________________________________
 JJ0795  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 JJ0795  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 JJ0795
 JJ0795  HORZ ORDER  -  SECOND
 JJ0795
 JJ0795.The horizontal coordinates were established by classical geodetic methods
 JJ0795.and adjusted by the National Geodetic Survey in January 1993..
 JJ0795
 JJ0795.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0795
 JJ0795.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0795
 JJ0795.The geoid height was determined by GEOID03.
 JJ0795
 JJ0795;                    North         East     Units Scale Factor Converg.
 JJ0795;SPC CO S     -   461,412.212 1,192,967.180   MT  0.99995153   +1 56 48.3
 JJ0795;SPC CO S     - 1,513,816.57  3,913,926.49   sFT  0.99995153   +1 56 48.3
 JJ0795;UTM  13      - 4,213,088.068   734,663.999   MT  1.00027827   +1 38 53.6
 JJ0795
 JJ0795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0795!SPC CO S     -   0.99982635  x   0.99995153  =   0.99977789
 JJ0795!UTM  13      -   0.99982635  x   1.00027827  =   1.00010458
 JJ0795
 JJ0795:                Primary Azimuth Mark                     Grid Az
 JJ0795:SPC CO S     -  BRISTOL DES MARTEAU COMM ELEV            007 10 06.7
 JJ0795:UTM  13      -  BRISTOL DES MARTEAU COMM ELEV            007 28 01.4
 JJ0795
 JJ0795|---------------------------------------------------------------------|
 JJ0795| PID    Reference Object                     Distance      Geod. Az  |
 JJ0795|                                                           dddmmss.s |
 JJ0795| JJ0796 BRISTOL DES MARTEAU COMM ELEV       APPROX. 9.8 KM 0090655.0 |
 JJ0795| JJ0794 GRANADA MUNICIPAL TANK              APPROX. 3.5 KM 0220447.0 |
 JJ0795| JJ0793 GRANADA DES MARTEAU COMM ELEV       APPROX. 3.5 KM 0243624.6 |
 JJ0795| JJ0787 HARTMAN DES MARTEAU COMM ELEV       APPROX.13.4 KM 0435253.0 |
 JJ0795| JJ0788 HARTMAN MUNICIPAL TANK              APPROX.13.2 KM 0451633.6 |
 JJ0795| JJ0779 HOLLY SE COL COOP ELEV              APPROX.18.2 KM 0844903.2 |
 JJ0795| JJ0784 HOLLY MUNICIPAL TANK                APPROX.18.1 KM 0845432.9 |
 JJ0795| CM8191 GRANADA RM 1                         44.708 METERS 17710     |
 JJ0795| CM8192 GRANADA RM 2                         30.114 METERS 26833     |
 JJ0795| CM8190 GRANADA AZ MK                                      3532448.2 |
 JJ0795|---------------------------------------------------------------------|
 JJ0795
 JJ0795                          SUPERSEDED SURVEY CONTROL
 JJ0795
 JJ0795  NAD 83(1986)-  38 02 06.47230(N)    102 19 34.19866(W) AD(       ) 2
 JJ0795  NAD 27      -  38 02 06.43474(N)    102 19 32.50604(W) AD(       ) 2
 JJ0795  NGVD 29 (07/19/86) 1130.     (m)         3707.     (f) VERT ANG       
 JJ0795
 JJ0795.Superseded values are not recommended for survey control.
 JJ0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0795.See file dsdata.txt to determine how the superseded data were derived.
 JJ0795
 JJ0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC3466413088(NAD 83)
 JJ0795_MARKER: DB = BENCH MARK DISK
 JJ0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0795
 JJ0795  HISTORY     - Date     Condition        Report By
 JJ0795  HISTORY     - 1950     MONUMENTED       USGS
 JJ0795  HISTORY     - 1954     GOOD             USGS
 JJ0795  HISTORY     - 1954     GOOD             CGS
 JJ0795  HISTORY     - 1968     GOOD             USGS
 JJ0795
 JJ0795                          STATION DESCRIPTION
 JJ0795
 JJ0795'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (WRH)
 JJ0795'STATION IS LOCATED, AIRLINE, ABOUT 2-1/2 MILES SOUTH SOUTHEAST
 JJ0795'OF GRANADA, 2 MILES SOUTH OF U.S. HIGHWAY 50, 1/2 MILE SOUTH
 JJ0795'OF THE OLD PRISON CAMP REMAINS, AND ON THE HIGHEST POINT
 JJ0795'AND SOUTHERN EDGE OF A SAGE BRUSH COVERED HILL.
 JJ0795'
 JJ0795'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE IN
 JJ0795'GRANADA, GO WEST ON U.S. HIGHWAY 50 FOR 1.0 MILE TO A SIDE
 JJ0795'ROAD ON THE LEFT.  TURN LEFT, SOUTH, AND GO 1.55 MILES TO THE
 JJ0795'END OF THE ROAD.  TURN LEFT ALONG THE FENCE LINE AND GO 0.1
 JJ0795'MILE TO THE AZIMUTH MARK ON THE RIGHT IN THE FENCE LINE.  FROM
 JJ0795'HERE THE STATION IS 0.5 MILE SOUTH ON THE HIGHEST POINT OF THE
 JJ0795'SAGE BRUSH COVERED HILL.  THE FENCE WILL HAVE TO BE TAKEN
 JJ0795'DOWN TO DRIVE TO THE STATION.  A TRACK ROAD LEADS TO THE
 JJ0795'STATION FROM THE AZIMUTH MARK.
 JJ0795'
 JJ0795'STATION MARK, STAMPED GRANADA 1950 3708, IS A STANDARD USGS
 JJ0795'TRIANGULATION BENCH MARK DISK SET IN THE TOP OF AN 8 INCH
 JJ0795'SQUARE CONCRETE POST THAT PROJECTS 6 INCHES.  IT IS 147 FEET
 JJ0795'NORTH OF THE FENCE LINE AND 12 INCHES EAST OF A WITNESS
 JJ0795'POST.
 JJ0795'
 JJ0795'REFERENCE MARK NUMBER 1, STAMPED GRANADA NO 1, IS A STANDARD
 JJ0795'USGS REFERENCE MARK DISK SET IN THE TOP OF AN 8 INCH SQUARE
 JJ0795'CONCRETE POST THAT IS 2 FEET UNDER THE DRIFTING SAND.  IT
 JJ0795'IS DIRECTLY UNDER THE FENCE LINE AND 12 INCHES WEST OF A
 JJ0795'FENCE POST.
 JJ0795'
 JJ0795'REFERENCE MARK NUMBER 2, STAMPED GRANADA NO 2, IS A STANDARD
 JJ0795'USGS REFERENCE MARK DISK SET IN THE TOP OF AN 8 INCH SQUARE
 JJ0795'CONCRETE POST THAT PROJECTS 1 INCH.  IT IS ABOUT 135 FEET
 JJ0795'NORTH OF THE FENCE LINE.
 JJ0795'
 JJ0795'BOTH REFERENCE MARKS ARE ABOUT THE SAME ELEVATION AS THE
 JJ0795'STATION MARK.
 JJ0795'
 JJ0795'AZIMUTH MARK, STAMPED GRANADA USGS 1954, IS A STANDARD USC
 JJ0795'AND GS DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST
 JJ0795'THAT PROJECTS 2 INCHES.  IT IS 8 INCHES NORTH OF THE FENCE
 JJ0795'LINE AND 24 INCHES WEST OF A FENCE POST.
 JJ0795'
 JJ0795'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS.
 JJ0795
 JJ0795                          STATION RECOVERY (1954)
 JJ0795
 JJ0795'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 JJ0795'STATION RECOVERED AS DESCRIBED.
 JJ0795
 JJ0795                          STATION RECOVERY (1968)
 JJ0795
 JJ0795'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (EEM)
 JJ0795'STATION MARK--STANDARD USGS TABLET SET IN A CONCRETE POST PROJECTING
 JJ0795'1 IN. ABOVE GROUND, STAMPED ---GRANADA 1950 3708---.
 JJ0795'
 JJ0795'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF9573 ***********************************************************************
 AF9573  HT_MOD      -  This is a Height Modernization Survey Station.
 AF9573  CORS        -  This is a GPS Continuously Operating Reference Station.
 AF9573  DESIGNATION -  GRANADA CORS ARP
 AF9573  CORS_ID     -  GDAC
 AF9573  PID         -  AF9573
 AF9573  STATE/COUNTY-  CO/PROWERS
 AF9573  USGS QUAD   -  TWO BUTTE SPRINGS (1966)
 AF9573
 AF9573                         *CURRENT SURVEY CONTROL
 AF9573  ___________________________________________________________________
 AF9573* NAD 83(CORS)-  37 46 31.60580(N)    102 10 48.01105(W)     ADJUSTED  
 AF9573* NAVD 88     -      1159.20   (meters)    3803.1    (feet)  GPS OBS   
 AF9573  ___________________________________________________________________
 AF9573  EPOCH DATE  -        2002.00
 AF9573  X           -  -1,065,179.045 (meters)                     COMP
 AF9573  Y           -  -4,934,986.245 (meters)                     COMP
 AF9573  Z           -   3,886,468.851 (meters)                     COMP
 AF9573  ELLIP HEIGHT-        1135.31  (meters)          (03/??/02) GPS OBS
 AF9573  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AF9573
 AF9573  HORZ ORDER  -  SPECIAL (CORS)
 AF9573  ELLP ORDER  -  SPECIAL (CORS)
 AF9573
 AF9573.ITRF positions are available for this station.
 AF9573.The coordinates were established by GPS observations
 AF9573.and adjusted by the National Geodetic Survey in March 2002..
 AF9573.The coordinates are valid at the epoch date displayed above.
 AF9573.The epoch date for horizontal control is a decimal equivalence
 AF9573.of Year/Month/Day.
 AF9573
 AF9573.The orthometric height was determined by GPS observations and a
 AF9573.high-resolution geoid model using precise GPS observation and
 AF9573.processing techniques.
 AF9573
 AF9573.The PID for the CORS L1 Phase Center is AB8272.
 AF9573
 AF9573.The XYZ, and position/ellipsoidal ht. are equivalent.
 AF9573
 AF9573.The ellipsoidal height was determined by GPS observations
 AF9573.and is referenced to NAD 83.
 AF9573
 AF9573.The geoid height was determined by GEOID03.
 AF9573
 AF9573;                    North         East     Units Scale Factor Converg.
 AF9573;SPC CO S     -   433,054.151 1,206,814.863   MT  0.99994592   +2 02 11.1
 AF9573;SPC CO S     - 1,420,778.49  3,959,358.43   sFT  0.99994592   +2 02 11.1
 AF9573
 AF9573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF9573!SPC CO S     -   0.99982188  x   0.99994592  =   0.99976781
 AF9573
 AF9573                          SUPERSEDED SURVEY CONTROL
 AF9573
 AF9573  NAD 83(CORS)-  37 46 31.60530(N)    102 10 48.01118(W) AD(1997.00) c
 AF9573  NAD 83(CORS)-  37 46 31.60530(N)    102 10 48.01118(W) AD(1996.00) c
 AF9573  ELLIP H (11/??/96) 1135.34   (m)                       GP(1997.00) c c
 AF9573  ELLIP H (11/??/96) 1135.34   (m)                       GP(1996.00) c c
 AF9573
 AF9573.Superseded values are not recommended for survey control.
 AF9573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF9573.See file dsdata.txt to determine how the superseded data were derived.
 AF9573
 AF9573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB4836784647(NAD 83)
 AF9573_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 AF9573
 AF9573                          STATION DESCRIPTION
 AF9573
 AF9573'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 AF9573'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AF9573'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AF9573'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AF9573'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AF9573'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8272 ***********************************************************************
 AB8272  HT_MOD      -  This is a Height Modernization Survey Station.
 AB8272  CORS        -  This is a GPS Continuously Operating Reference Station.
 AB8272  DESIGNATION -  GRANADA CORS L1 PHASE CENTER
 AB8272  CORS_ID     -  GDAC
 AB8272  PID         -  AB8272
 AB8272  STATE/COUNTY-  CO/PROWERS
 AB8272  USGS QUAD   -  TWO BUTTE SPRINGS (1966)
 AB8272
 AB8272                         *CURRENT SURVEY CONTROL
 AB8272  ___________________________________________________________________
 AB8272* NAD 83(CORS)-  37 46 31.60580(N)    102 10 48.01108(W)     ADJUSTED  
 AB8272* NAVD 88     -      1159.28   (meters)    3803.4    (feet)  GPS OBS   
 AB8272  ___________________________________________________________________
 AB8272  EPOCH DATE  -        2002.00
 AB8272  X           -  -1,065,179.059 (meters)                     COMP
 AB8272  Y           -  -4,934,986.306 (meters)                     COMP
 AB8272  Z           -   3,886,468.900 (meters)                     COMP
 AB8272  ELLIP HEIGHT-        1135.39  (meters)          (03/??/02) GPS OBS
 AB8272  GEOID HEIGHT-         -23.88  (meters)                     GEOID03
 AB8272
 AB8272  HORZ ORDER  -  SPECIAL (CORS)
 AB8272  ELLP ORDER  -  SPECIAL (CORS)
 AB8272
 AB8272.ITRF positions are available for this station.
 AB8272.The coordinates were established by GPS observations
 AB8272.and adjusted by the National Geodetic Survey in March 2002..
 AB8272.The coordinates are valid at the epoch date displayed above.
 AB8272.The epoch date for horizontal control is a decimal equivalence
 AB8272.of Year/Month/Day.
 AB8272
 AB8272.The orthometric height was determined by GPS observations and a
 AB8272.high-resolution geoid model using precise GPS observation and
 AB8272.processing techniques.
 AB8272
 AB8272.The PID for the CORS ARP is AF9573.
 AB8272
 AB8272.The XYZ, and position/ellipsoidal ht. are equivalent.
 AB8272
 AB8272.The ellipsoidal height was determined by GPS observations
 AB8272.and is referenced to NAD 83.
 AB8272
 AB8272.The geoid height was determined by GEOID03.
 AB8272
 AB8272;                    North         East     Units Scale Factor Converg.
 AB8272;SPC CO S     -   433,054.151 1,206,814.863   MT  0.99994592   +2 02 11.1
 AB8272;SPC CO S     - 1,420,778.49  3,959,358.43   sFT  0.99994592   +2 02 11.1
 AB8272
 AB8272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8272!SPC CO S     -   0.99982187  x   0.99994592  =   0.99976780
 AB8272
 AB8272                          SUPERSEDED SURVEY CONTROL
 AB8272
 AB8272  NAD 83(CORS)-  37 46 31.60530(N)    102 10 48.01120(W) AD(1996.00) c
 AB8272  NAD 83(CORS)-  37 46 31.60530(N)    102 10 48.01120(W) AD(1997.00) c
 AB8272  ELLIP H (11/??/96) 1135.42   (m)                       GP(1997.00) c c
 AB8272  ELLIP H (11/??/96) 1135.42   (m)                       GP(1996.00) c c
 AB8272
 AB8272.Superseded values are not recommended for survey control.
 AB8272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8272.See file dsdata.txt to determine how the superseded data were derived.
 AB8272
 AB8272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB4836784647(NAD 83)
 AB8272_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 AB8272
 AB8272                          STATION DESCRIPTION
 AB8272
 AB8272'DESCRIBED BY NATIONAL GEODETIC SURVEY
 AB8272'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 AB8272'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 AB8272'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 AB8272'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 AB8272'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0793 ***********************************************************************
 JJ0793  DESIGNATION -  GRANADA DES MARTEAU COMM ELEV
 JJ0793  PID         -  JJ0793
 JJ0793  STATE/COUNTY-  CO/PROWERS
 JJ0793  USGS QUAD   -  GRANADA (1953)
 JJ0793
 JJ0793                         *CURRENT SURVEY CONTROL
 JJ0793  ___________________________________________________________________
 JJ0793* NAD 83(1992)-  38 03 50.11196(N)    102 18 34.16655(W)     ADJUSTED  
 JJ0793* NAVD 88     -      1220.     (meters)    4003.     (feet)  VERTCON   
 JJ0793  ___________________________________________________________________
 JJ0793  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 JJ0793  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 JJ0793
 JJ0793  HORZ ORDER  -  THIRD
 JJ0793
 JJ0793.The horizontal coordinates were established by classical geodetic methods
 JJ0793.and adjusted by the National Geodetic Survey in January 1993..
 JJ0793
 JJ0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0793
 JJ0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0793
 JJ0793.The geoid height was determined by GEOID03.
 JJ0793
 JJ0793;                    North         East     Units Scale Factor Converg.
 JJ0793;SPC CO S     -   464,655.501 1,194,321.225   MT  0.99995341   +1 57 25.2
 JJ0793;SPC CO S     - 1,524,457.26  3,918,368.89   sFT  0.99995341   +1 57 25.2
 JJ0793;UTM  13      - 4,216,325.338   736,035.345   MT  1.00028622   +1 39 34.5
 JJ0793
 JJ0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0793!SPC CO S     -   0.99981224  x   0.99995341  =   0.99976566
 JJ0793!UTM  13      -   0.99981224  x   1.00028622  =   1.00009841
 JJ0793
 JJ0793                          SUPERSEDED SURVEY CONTROL
 JJ0793
 JJ0793  NAD 83(1986)-  38 03 50.11095(N)    102 18 34.16167(W) AD(       ) 4
 JJ0793  NAD 27      -  38 03 50.06488(N)    102 18 32.47634(W) AD(       ) 3
 JJ0793  NGVD 29 (07/19/86) 1220.     (m)         4003.     (f) VERT ANG       
 JJ0793
 JJ0793.Superseded values are not recommended for survey control.
 JJ0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0793.See file dsdata.txt to determine how the superseded data were derived.
 JJ0793
 JJ0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC3603516325(NAD 83)
 JJ0793_MARKER: 65 = GRAIN ELEVATOR
 JJ0793
 JJ0793  HISTORY     - Date     Condition        Report By
 JJ0793  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0793  HISTORY     - 1954     GOOD             CGS
 JJ0793
 JJ0793                          STATION DESCRIPTION
 JJ0793
 JJ0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0793'THE STATION IS LOCATED IN THE NORTH PART OF THE VILLAGE OF
 JJ0793'GRANADA.
 JJ0793'
 JJ0793'THE ELEVATOR IS A LARGE, CONCRETE STRUCTURE, CONSISTING OF A
 JJ0793'GROUP OF CYLINDRICAL BINS ABOUT 120 FEET HIGH, WITH A 34-FOOT
 JJ0793'HEADHOUSE ON TOP.  THE CENTER OF THE HEADHOUSE WAS INTERSECTED.
 JJ0793
 JJ0793                          STATION RECOVERY (1954)
 JJ0793
 JJ0793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 JJ0793'STATION MARK--CENTER OF HEADER HOUSE ON TOP OF ELEVATOR WAS
 JJ0793'INTERSECTED.
 JJ0793'
 JJ0793'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0794 ***********************************************************************
 JJ0794  DESIGNATION -  GRANADA MUNICIPAL TANK
 JJ0794  PID         -  JJ0794
 JJ0794  STATE/COUNTY-  CO/PROWERS
 JJ0794  USGS QUAD   -  GRANADA (1953)
 JJ0794
 JJ0794                         *CURRENT SURVEY CONTROL
 JJ0794  ___________________________________________________________________
 JJ0794* NAD 83(1992)-  38 03 51.86611(N)    102 18 40.12716(W)     ADJUSTED  
 JJ0794* NAVD 88     -      1097.     (meters)    3599.     (feet)  VERTCON   
 JJ0794  ___________________________________________________________________
 JJ0794  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 JJ0794  GEOID HEIGHT-         -23.64  (meters)                     GEOID03
 JJ0794
 JJ0794  HORZ ORDER  -  THIRD
 JJ0794
 JJ0794.The horizontal coordinates were established by classical geodetic methods
 JJ0794.and adjusted by the National Geodetic Survey in January 1993..
 JJ0794
 JJ0794.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0794
 JJ0794.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0794
 JJ0794.The geoid height was determined by GEOID03.
 JJ0794
 JJ0794;                    North         East     Units Scale Factor Converg.
 JJ0794;SPC CO S     -   464,704.591 1,194,174.170   MT  0.99995345   +1 57 21.5
 JJ0794;SPC CO S     - 1,524,618.31  3,917,886.42   sFT  0.99995345   +1 57 21.5
 JJ0794;UTM  13      - 4,216,375.208   735,888.498   MT  1.00028536   +1 39 30.8
 JJ0794
 JJ0794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0794!SPC CO S     -   0.99983153  x   0.99995345  =   0.99978499
 JJ0794!UTM  13      -   0.99983153  x   1.00028536  =   1.00011684
 JJ0794
 JJ0794                          SUPERSEDED SURVEY CONTROL
 JJ0794
 JJ0794  NAD 83(1986)-  38 03 51.86517(N)    102 18 40.12223(W) AD(       ) 4
 JJ0794  NAD 27      -  38 03 51.82572(N)    102 18 38.43347(W) AD(       ) 3
 JJ0794  NGVD 29 (07/19/86) 1097.     (m)         3599.     (f) VERT ANG       
 JJ0794
 JJ0794.Superseded values are not recommended for survey control.
 JJ0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0794.See file dsdata.txt to determine how the superseded data were derived.
 JJ0794
 JJ0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC3588816375(NAD 83)
 JJ0794_MARKER: 53 = ELEVATED TANK
 JJ0794
 JJ0794  HISTORY     - Date     Condition        Report By
 JJ0794  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0794  HISTORY     - 1954     GOOD             NGS
 JJ0794
 JJ0794                          STATION DESCRIPTION
 JJ0794
 JJ0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0794'THE STATION IS LOCATED IN THE NORTHWEST PART OF THE VILLAGE
 JJ0794'OF GRANADA.
 JJ0794'
 JJ0794'THE TANK IS A LARGE STEEL TANK MOUNTED ON TOP OF A FOUR-LEGGED
 JJ0794'STEEL STRUCTURE.  IT IS ABOUT 120 FEET HIGH, AND IS PAINTED
 JJ0794'SILVER.  THE BALL ON TOP WAS INTERSECTED.
 JJ0794
 JJ0794                          STATION RECOVERY (1954)
 JJ0794
 JJ0794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JJ0794'STATION MARK--BALL ON TOP OF STEEL TANK WAS INTERSECTED.
 JJ0794'
 JJ0794'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1365 ***********************************************************************
 LL1365  DESIGNATION -  GRANBY
 LL1365  PID         -  LL1365
 LL1365  STATE/COUNTY-  CO/GRAND
 LL1365  USGS QUAD   -  GRANBY (1978)
 LL1365
 LL1365                         *CURRENT SURVEY CONTROL
 LL1365  ___________________________________________________________________
 LL1365* NAD 83(1992)-  40 06 45.52668(N)    105 54 32.24933(W)     ADJUSTED  
 LL1365* NAVD 88     -      2493.6    (meters)    8181.     (feet)  VERTCON   
 LL1365  ___________________________________________________________________
 LL1365  X           -  -1,339,451.929 (meters)                     COMP
 LL1365  Y           -  -4,699,393.761 (meters)                     COMP
 LL1365  Z           -   4,089,158.163 (meters)                     COMP
 LL1365  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 LL1365  ELLIP HEIGHT-        2481.79  (meters)          (12/03/02) GPS OBS
 LL1365  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 LL1365
 LL1365  HORZ ORDER  -  FIRST
 LL1365  ELLP ORDER  -  FOURTH    CLASS II
 LL1365
 LL1365.The horizontal coordinates were established by classical geodetic methods
 LL1365.and adjusted by the National Geodetic Survey in December 2002..
 LL1365
 LL1365.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1365
 LL1365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1365
 LL1365.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1365
 LL1365.The ellipsoidal height was determined by GPS observations
 LL1365.and is referenced to NAD 83.
 LL1365
 LL1365.The geoid height was determined by GEOID03.
 LL1365
 LL1365;                    North         East     Units Scale Factor Converg.
 LL1365;SPC CO N     -   391,408.161   879,538.296   MT  0.99995974   -0 15 51.3
 LL1365;SPC CO N     - 1,284,144.94  2,885,618.56   sFT  0.99995974   -0 15 51.3
 LL1365;UTM  13      - 4,440,655.872   422,538.691   MT  0.99967386   -0 35 08.4
 LL1365
 LL1365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1365!SPC CO N     -   0.99961082  x   0.99995974  =   0.99957057
 LL1365!UTM  13      -   0.99961082  x   0.99967386  =   0.99928480
 LL1365
 LL1365|---------------------------------------------------------------------|
 LL1365| PID    Reference Object                     Distance      Geod. Az  |
 LL1365|                                                           dddmmss.s |
 LL1365| CP8124 GRANBY RM 1                          17.012 METERS 01146     |
 LL1365| LL1357 NORTH ARAPAHOE PEAK CAIRN           APPROX.24.0 KM 1132106.0 |
 LL1365| CP8123 GRANBY AZ MK                                       2661800.8 |
 LL1365| CP8125 GRANBY RM 2                           5.612 METERS 28431     |
 LL1365|---------------------------------------------------------------------|
 LL1365
 LL1365                          SUPERSEDED SURVEY CONTROL
 LL1365
 LL1365  NAD 83(1992)-  40 06 45.52579(N)    105 54 32.25239(W) AD(       ) 1
 LL1365  ELLIP H (01/07/93) 2481.87   (m)                       GP(       ) 4 2
 LL1365  NAD 83(1986)-  40 06 45.51875(N)    105 54 32.24842(W) AD(       ) 1
 LL1365  NAD 27      -  40 06 45.57000(N)    105 54 30.19600(W) AD(       ) 1
 LL1365  NGVD 29 (01/20/89) 2492.3    (m)         8177.     (f) GPS OBS        
 LL1365
 LL1365.Superseded values are not recommended for survey control.
 LL1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1365.See file dsdata.txt to determine how the superseded data were derived.
 LL1365
 LL1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE2253940656(NAD 83)
 LL1365_MARKER: DS = TRIANGULATION STATION DISK
 LL1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1365_SP_SET: SQUARE CONCRETE MONUMENT
 LL1365_STAMPING: GRANBY
 LL1365_MARK LOGO: CGS   
 LL1365_MAGNETIC: N = NO MAGNETIC MATERIAL
 LL1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1365+STABILITY: SURFACE MOTION
 LL1365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1365+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1988
 LL1365
 LL1365  HISTORY     - Date     Condition        Report By
 LL1365  HISTORY     - 1938     MONUMENTED       CGS
 LL1365  HISTORY     - 1938     GOOD             CGS
 LL1365  HISTORY     - 1951     GOOD             CGS
 LL1365  HISTORY     - 1955     GOOD             USGS
 LL1365  HISTORY     - 19860825 GOOD
 LL1365  HISTORY     - 19880608 GOOD             NGS
 LL1365
 LL1365                          STATION DESCRIPTION
 LL1365
 LL1365'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (FGJ)
 LL1365'2-1/2 MILES NORTHEAST OF GRANBY, ON THE TOP OF STEEP WODED
 LL1365'SLOPES OVERLOOKING U.S. HIGHWAY 34 TO THE NORTHWEST.  ABOUT
 LL1365'1/4 MILE SOUTHEASTERLY FROM HIGHWAY, ON LAND BELONGING TO GEORGE
 LL1365'MC CLELLAND OF 817 LIPAN STREET, DENVER, COLORADO.  ON THE
 LL1365'WESTERLY END OF A LARGE MESA ABOUT 20 FEET EAST OF THE SHARP
 LL1365'BREAK TO THE WESTWARD.
 LL1365'
 LL1365'TO REACH FROM GRANBY GO WEST ON U.S. HIGHWAY 40 FOR 1.1 MILES
 LL1365'TO JUNCTION WITH U.S. NO. 34.  TURN RIGHT AND GO NORTH ON
 LL1365'U.S. HIGHWAY NO. 34 FOR 3.75 MILES TO A FORK AND SIGN ON RIGHT
 LL1365'TRIANGLE Y RANCH.  TURN RIGHT AND GO 0.15 MILE TO BRIDGE OVER
 LL1365'COLORADO RIVER.  CONTINUE 0.1 MILE TO CROSSROADS AND ENTRANCE
 LL1365'TO CAMP CHIEF OURAY ON THE LEFT.  CONTINUE STRAIGHT AHEAD
 LL1365'UP STEEP HILL THROUGH TIMBER FOR 0.35 MILE TO TOP OF MESA AT
 LL1365'EDGE OF TIMBER WHERE DIM ROADS GO LEFT AND RIGHT.  CONTINUE
 LL1365'STRAIGHT AHEAD ON MAIN TRAIL ROAD SOUTH ACROSS MESA FOR 0.25
 LL1365'MILE TO GATE IN EAST AND WEST FENCE.  JUST BEFORE ARRIVING
 LL1365'AT GATE TURN RIGHT AND GO WEST ON TRAIL-ROAD ALONG NORTH
 LL1365'SIDE OF FENCE FOR 0.15 MILE TO GATE IN A NORTH AND SOUTH
 LL1365'FENCE.  PASS THROUGH GATE AND CONTINUE WEST ON TRAIL-ROAD
 LL1365'ALONG NORTH SIDE OF FENCE FOR 0.4 MILE TO EDGE OF BLUFF AND
 LL1365'STATION ABOUT 25 YARDS NORTH OF ROAD.
 LL1365'
 LL1365'SURFACE, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 LL1365'IN CONCRETE, UNDERGROUND MARK IS A BLOCK
 LL1365'OF CONCRETE BELOW THE GROUND CONTAINING AN IRON NAIL.
 LL1365'
 LL1365'THE AZIMUTH MARK IS JUST NORTHWEST OF THE RIGHT-OF-WAY FENCE
 LL1365'OF U.S. HIGHWAY NO. 34, ON THE NORTHWEST SIDE OF THE HIGHWAY,
 LL1365'ABOUT 15 FEET SOUTHWEST OF THE EDGE OF A DIRT CROSS ROAD AND
 LL1365'10 FEET SOUTHWEST OF A FENCE CORNER.  IT IS ABOUT 2-1/2 MILES
 LL1365'FROM THE JUNCTION OF U.S. HIGHWAYS NOS. 34 AND 40.
 LL1365'
 LL1365'HEIGHT OF LIGHT ABOVE STATION MARK - 1.4 METERS.
 LL1365
 LL1365                          STATION RECOVERY (1938)
 LL1365
 LL1365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 LL1365'RECOVERED IN GOOD CONDITION.
 LL1365
 LL1365                          STATION RECOVERY (1951)
 LL1365
 LL1365'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WRH)
 LL1365'STATION FOUND AS DESCRIBED AND ALL MARKS ARE IN GOOD CONDITION.
 LL1365'A COMPLETE DESCRIPTION FOLLOWS.
 LL1365'
 LL1365'STATION IS LOCATED, AIRLINE, 2-3/4 MILES NORTHEAST OF GRANBY,
 LL1365'9 MILES NORTH NORTHWEST OF TABERNASH, ON TOP OF A BARE RIDGE
 LL1365'WITH STEEP WOODED SLOPES OVERLOOKING U.S. HIGHWAY 34 TO THE
 LL1365'NORTHWEST.  IT IS ABOUT 1/4 MILE SOUTHEAST OF THE HIGHWAY,
 LL1365'ON THE WESTERLY END OF A LARGE MESA AND ABOUT 20 FEET EAST
 LL1365'OF THE SHARP BREAK TO THE WEST.
 LL1365'
 LL1365'TO REACH FROM THE U.S. POST OFFICE IN GRANBY, GO WEST ON
 LL1365'U.S. HIGHWAY 40 FOR 1.1 MILES TO THE JUNCTION WITH U.S. HIGHWAY
 LL1365'34.  TURN RIGHT ON U.S. HIGHWAY 34, NORTH, AND GO 2.5 MILES
 LL1365'TO THE AZIMUTH MARK ON THE LEFT SIDE OF THE HIGHWAY IN THE
 LL1365'RIGHT-OF-WAY FENCE.  CONTINUE NORTH FOR 1.2 MILES TO A FORK AND
 LL1365'A SIGN ON THE RIGHT CAMP CHIEF QURAY.  TURN RIGHT, OFF THE
 LL1365'HIGHWAY, AND GO 0.15 MILE TO A BRIDGE OVER THE COLORADO RIVER.
 LL1365'CONTINUE 0.1 MILE TO A CROSS ROAD AND THE ENTRANCE TO CAMP
 LL1365'CHIEF QURAY ON THE LEFT.  CONTINUE STRAIGHT AHEAD UP STEEP
 LL1365'HILL THROUGH THE TIMBER TO THE TOP OF THE MESA AT THE EDGE
 LL1365'OF THE TIMBER.  CONTINUE STRAIGHT AHEAD ON THE MAIN
 LL1365'TRAVELED TRACK ROAD FOR 0.25 MILE TO A GATE IN AN EAST-WEST
 LL1365'FENCE.  TURN RIGHT, JUST BEFORE ARRIVING AT THE GATE, AND GO
 LL1365'WEST ALONG THE NORTH SIDE OF THE FENCE FOR 0.15 MILE TO A
 LL1365'GATE.  PASS THROUGH GATE AND CONTINUE WEST FOR 0.4 MILE
 LL1365'TO THE EDGE OF THE BLUFF AND THE STATION ABOUT 75 FEET
 LL1365'NORTH OF THE ROAD.
 LL1365'
 LL1365'STATION MARK, STAMPED GRANBY 1938, IS A STANDARD DISK SET IN
 LL1365'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.
 LL1365'IT IS 10.8 FEET SOUTH OF A WITNESS POST.
 LL1365'
 LL1365'REFERENCE MARK NUMBER 1, STAMPED GRANBY 1938 NO 1, IS A STANDARD
 LL1365'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 LL1365'PROJECTS 10 INCHES AND IS AT THE SAME ELEVATION AS THE STATION.
 LL1365'
 LL1365'REFERENCE MARK NUMBER 2, STAMPED GRANBY 1938 NO 2, IS A STANDARD
 LL1365'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 LL1365'PROJECTS 8 INCHES AND IS AT THE SAME ELEVATION AS THE STATION.
 LL1365'
 LL1365'AZIMUTH MARK, STAMPED GRANBY 1938, IS A STANDARD DISK SET IN
 LL1365'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 5
 LL1365'INCHES.  IT IS 50 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 LL1365'10 FEET SOUTHWEST OF A FENCE CORNER AND 1-1/2 FEET WEST OF
 LL1365'THE FENCE LINE.
 LL1365
 LL1365                          STATION RECOVERY (1955)
 LL1365
 LL1365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 LL1365'RECOVERED IN GOOD CONDITION.
 LL1365
 LL1365                          STATION RECOVERY (1986)
 LL1365
 LL1365'RECOVERED 1986
 LL1365'RECOVERED IN GOOD CONDITION.
 LL1365
 LL1365                          STATION RECOVERY (1988)
 LL1365
 LL1365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LL1365'THE STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) NORTH-NORTHWEST OF
 LL1365'TABERNASH, 4.4 KM (2.75 MI) NORTHEAST OF GRANBY, 0.4 KM (0.25 MI)
 LL1365'SOUTHEAST OF THE HIGHWAY, AND ON THE WESTERLY END OF A BARE MESA.
 LL1365'OWNERSHIP--MR. RON MC GOWEN, 3150 HIGHWAY 34, GRANBY, COLORADO 80446.
 LL1365'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 34 IN
 LL1365'GRANBY, GO NORTH ON HIGHWAY 34 FOR 6.44 KM (4.00 MI) TO A SIDE ROAD
 LL1365'RIGHT AND A SIGN ON THE RIGHT, OURAY RANCH AND GRAND COUNTY ROAD 620.
 LL1365'TURN RIGHT ON COUNTY ROAD 620 FOR 0.24 KM (0.15 MI) TO A BRIDGE OVER
 LL1365'THE COLORADO RIVER.  CONTINUE AHEAD ON COUNTY ROAD 620 FOR 0.2 KM
 LL1365'(0.10 MI) TO A CROSSROAD, AND THE ENTRANCE TO THE OURAY RANCH ON THE
 LL1365'LEFT.  CONTINUE AHEAD, SOUTHERLY, UP A STEEP HILL FOR 0.80 KM
 LL1365'(0.50 MI) TO THE TOP OF THE MESA AND A SIDE ROAD RIGHT.  TURN RIGHT,
 LL1365'WEST, FOR 0.64 KM (0.40 MI) TO THE END OF THE GRAVEL ROAD AND A GATE
 LL1365'ON THE LEFT.  TURN LEFT, PASSING THROUGH THE GATE, SOUTHWESTERLY, ON
 LL1365'A DIRT ROAD FOR 0.24 KM (0.15 MI) TO THE STATION ON THE RIGHT, NEAR A
 LL1365'TV ANTENNA AND JUST BEFORE A GATE IN A EAST-WEST FENCE LINE.
 LL1365'THE STATION IS STANDARD CGS DISK STAMPED---GRANBY NO 2 1938---, SET IN
 LL1365'THE TOP OF A SQUARE CONCRETE MONUMENT 25 CM IN DIAMETER ON SIDE,
 LL1365'PROJECTING 25 CM ABOVE THE GROUND.  LOCATED 31.69 M (104.0 FT)
 LL1365'NORTHWEST OF THE APPROXIMATE CENTER OF THE GATE IN THE EAST-WEST
 LL1365'FENCE LINE, 3.35 M (11.0 FT) SOUTH OF A 30-FOOT TALL TV ANTENNA, AND
 LL1365'1.06 M (3.5 FT) NORTH OF A WITNESS POST.
 LL1365'UT-CO-WY-ID FAA AND VERNAL NCMN, JUNE 1988.
 LL1365'DESCRIBED BY RICHARD S. COHEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0287 ***********************************************************************
 KM0287  DESIGNATION -  GRAND
 KM0287  PID         -  KM0287
 KM0287  STATE/COUNTY-  CO/MESA
 KM0287  USGS QUAD   -  PALISADE (1962)
 KM0287
 KM0287                         *CURRENT SURVEY CONTROL
 KM0287  ___________________________________________________________________
 KM0287* NAD 83(1992)-  39 02 53.81105(N)    108 15 09.24661(W)     ADJUSTED  
 KM0287* NAVD 88     -      3018.6    (meters)    9904.     (feet)  VERTCON   
 KM0287  ___________________________________________________________________
 KM0287  LAPLACE CORR-          16.65  (seconds)                    DEFLEC99
 KM0287  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 KM0287
 KM0287  HORZ ORDER  -  FIRST
 KM0287
 KM0287.The horizontal coordinates were established by classical geodetic methods
 KM0287.and adjusted by the National Geodetic Survey in January 1993..
 KM0287
 KM0287.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0287
 KM0287.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0287
 KM0287.The geoid height was determined by GEOID03.
 KM0287
 KM0287;                    North         East     Units Scale Factor Converg.
 KM0287;SPC CO C     -   443,277.793   676,170.478   MT  0.99993633   -1 44 09.7
 KM0287;SPC CO C     - 1,454,320.56  2,218,402.64   sFT  0.99993633   -1 44 09.7
 KM0287;UTM  12      - 4,325,727.119   737,762.135   MT  1.00029614   +1 43 53.8
 KM0287
 KM0287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0287!SPC CO C     -   0.99952915  x   0.99993633  =   0.99946551
 KM0287!UTM  12      -   0.99952915  x   1.00029614  =   0.99982515
 KM0287
 KM0287|---------------------------------------------------------------------|
 KM0287| PID    Reference Object                     Distance      Geod. Az  |
 KM0287|                                                           dddmmss.s |
 KM0287| CM6477 GRAND RM 1                           93.550 METERS 14705     |
 KM0287| JM0397 SPRUCE                              APPROX.71.6 KM 1974826.6 |
 KM0287| CM6478 GRAND RM 2                           11.305 METERS 25719     |
 KM0287| CM6479 GRAND RM 3 AZIMUTH                                 34307     |
 KM0287|---------------------------------------------------------------------|
 KM0287
 KM0287                          SUPERSEDED SURVEY CONTROL
 KM0287
 KM0287  NAD 83(1986)-  39 02 53.79763(N)    108 15 09.24400(W) AD(       ) 1
 KM0287  NAD 27      -  39 02 53.86300(N)    108 15 06.94600(W) AD(       ) 1
 KM0287  NGVD 29 (05/18/92) 3017.2    (m)         9899.     (f) VERT ANG       
 KM0287
 KM0287.Superseded values are not recommended for survey control.
 KM0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0287.See file dsdata.txt to determine how the superseded data were derived.
 KM0287
 KM0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ3776225727(NAD 83)
 KM0287_MARKER: Z = SEE DESCRIPTION
 KM0287_SETTING: 66 = SET IN ROCK OUTCROP
 KM0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0287+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2005
 KM0287
 KM0287  HISTORY     - Date     Condition        Report By
 KM0287  HISTORY     - 1931     MONUMENTED       CGS
 KM0287  HISTORY     - 1934     GOOD             CGS
 KM0287  HISTORY     - 1937     GOOD             CGS
 KM0287  HISTORY     - 1948     GOOD             CGS
 KM0287  HISTORY     - 1965     GOOD             USGS
 KM0287  HISTORY     - 1966     GOOD             USFS
 KM0287  HISTORY     - 20050805 GOOD             GEOCAC
 KM0287
 KM0287                          STATION DESCRIPTION
 KM0287
 KM0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KM0287'ABOUT 8 MILES SW OF MESA, 7 MILES SE OF PALISADE, 3.0 MILES
 KM0287'NW OF LANDSEND POINT, 1-1/2 MILES N OF WHITEWATER CREEK, 2.0
 KM0287'MILES NW OF JIM DAVIS RANCH HOUSE, 1/2 MILE SW OF SMALL RESERVOIR,
 KM0287'IN SEC. 32, T 11 S, R 97 W, ON MOST WESTERLY PART OF GRAND
 KM0287'MESA, AND ABOUT 30 FEET E OF RIM OF MESA.  TO REACH FROM
 KM0287'PALISADE, FOLLOW U.S. HIGHWAY 40 S ALONG COLORADO RIVER 7.8
 KM0287'MILES, TURN RIGHT ONTO ROAD POSTED MESA LAKES RESORT AND GO 26
 KM0287'MILES TO RESORT, CONTINUE 3.8 MILES ALONG ROAD ONTO TOP OF
 KM0287'MESA TO ROAD POSTED LANDSEND 11 MILES, TURN RIGHT AND GO 9.0
 KM0287'MILES TO WIRE FENCE ALONG ROAD, TURN RIGHT AND GO 100 FEET
 KM0287'ON DIM WAGON ROAD TO WIRE GATE IN FENCE, PASS THROUGH GATE
 KM0287'AND GO 0.3 MILE TO LOG HOUSE NEAR GROUP OF PINES, GO N
 KM0287'THROUGH PINES (PASSING THROUGH GATE IN LOG FENCE),
 KM0287'CONTINUE NW ON CATTLE TRAIL TO SMALL RESERVOIR, AND
 KM0287'CONTINUE W ON TRAIL TO SECOND PROMINENT POINT OF MESA AND
 KM0287'STATION (JUST VISIBLE OVER FIRST POINT BEYOND WHITEWATER
 KM0287'CREEK).  MARKED BY STANDARD STATION DISK WEDGED IN DRILL HOLE
 KM0287'IN BEDROCK.  REFERENCE MARKS NOT DESCRIBED.  NO. 1 IS 93.55
 KM0287'METERS (306.9 FEET) FROM STATION.
 KM0287'NO. 2 IS 11.31 METERS (37.1 FEET) FROM STATION.
 KM0287
 KM0287                          STATION RECOVERY (1937)
 KM0287
 KM0287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KM0287'STATION WAS FOUND AS DESCRIBED BY C.I.A. IN 1931.  IT IS
 KM0287'ABOUT 17 MILES E OF GRAND JUNCTION, AND ABOUT 26 MILES NNW
 KM0287'OF DELTA.  ALSO ABOUT 3 MILES NW OF LANDSEND POINT, ON THE MOST
 KM0287'WESTERN PART OF GRAND MESA.
 KM0287'
 KM0287'REFERENCE MARKS ARE STAMPED DISKS WEDGED IN DRILL HOLES IN
 KM0287'OUTCROPPING BEDROCK.
 KM0287'
 KM0287'THE AZIMUTH MARK IS THE SAME AS REFERENCE MARK NO. 3 AND IS
 KM0287'ABOUT 0.2 MILE NW OF THE STATION ABOUT 30 FEET E OF THE RIM.
 KM0287'DIRECTION FROM SPRUCE (U.S.G.S.) 1934 IS 145 DEG 18 MIN 51.2
 KM0287'SEC.  IT IS MARKED BY A STANDARD DISK WEDGED IN A DRILL
 KM0287'HOLE IN A BOULDER.
 KM0287'
 KM0287'STATION IS REACHED FROM DELTA BY GOING N AND NE ON COLORADO
 KM0287'STATE HIGHWAY 65 FOR 38.4 MILES TO THE GRAND MESA POST OFFICE.
 KM0287'CONTINUE ON HIGHWAY 65 FOR 6.5 MILES TO A WELL GRADED ROAD ON
 KM0287'THE LEFT.  LEAVE HIGHWAY 65 AND TAKE ROAD TO LEFT AND GO 9.85
 KM0287'MILES TO A CATTLE GUARD.  FROM HERE THE STATION IS VISIBLE
 KM0287'AND THE MAGNETIC BEARING IS 294 DEGREES.  HERE TURN RIGHT ON
 KM0287'DIM TRACKS JUST E OF CATTLE GUARD AND GO 0.5 MILE TO A WIRE
 KM0287'GATE IN N-S FENCE LINE ON LEFT.  TURN LEFT ON A SET OF STILL
 KM0287'DIMMER TRACKS, GO THROUGH GATE AND CONTINUE FOR 0.2 MILE TO
 KM0287'AN OLD CABIN ON THE RIGHT AND END OF TRUCK TRAVEL.  FROM HERE
 KM0287'PACK WESTERLY 0.1 MILE DOWN TO A HORSE WATERING PLACE
 KM0287'NEAR WHITEWATER CREEK.  CROSS CREEK AND DRAW HERE AND
 KM0287'CONTINUE W ABOUT 2.5 MILES TO THE RIM OF GRAND MESA AND
 KM0287'STATION SITE ON A LOW KNOLL ABOUT 30 FEET FROM THE EDGE OF
 KM0287'THE RIM.  STATION MAY ALSO BE REACHED FROM GRAND JUNCTION BY
 KM0287'GOING NE ON U.S.  HIGHWAY 50 FOR 11.0 MILES TO A GRAVELED
 KM0287'HIGHWAY LEFT AT A SIGN LANDSEND HIGHWAY.  TURN LEFT AND
 KM0287'FOLLOW THIS ROAD TO THE CATTLE GUARD MENTIONED ABOVE, WHICH
 KM0287'IS ABOUT 1.0 MILE E OF THE POINT WHERE THE ROAD REACHES THE
 KM0287'TOP OF THE GRAND MESA RIM.  FROM HERE FOLLOW THE ABOVE
 KM0287'DESCRIPTION.
 KM0287
 KM0287                          STATION RECOVERY (1948)
 KM0287
 KM0287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (HJB)
 KM0287'NO DESCRIPTION AT HAND IN THE FIELD.  STATION RECOVERED WITH
 KM0287'THE AID OF FOREST SERVICE MAP.  CONDITION OF MARK EXCELLENT.
 KM0287'REFERENCE MARKS NOT SEARCHED FOR.
 KM0287
 KM0287                          STATION RECOVERY (1965)
 KM0287
 KM0287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 KM0287'NO TEXT.
 KM0287
 KM0287                          STATION RECOVERY (1966)
 KM0287
 KM0287'RECOVERY NOTE BY US FOREST SERVICE 1966
 KM0287'STATION RECOVERED AS DESCRIBED.
 KM0287
 KM0287                          STATION RECOVERY (2005)
 KM0287
 KM0287'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0287'TO REACH BY GROUND,
 KM0287'FROM GRAND JUNCTION TRAVEL SOUTH EAST ON US HIGHWAY 5O APPROX. 13
 KM0287'MILES FROM HIGHWAY 6 INTERSECTION TO KANNAH CREEK ROAD. TURN LEFT AND
 KM0287'FOLLOW SIGNS TO LANDS END ROAD APPROX. 3 MILES. FOLLOW LANDS END ROAD
 KM0287'TO FOREST SERVICE SHELTER APPROX 16 MILES.
 KM0287'TURN RIGHT ON FS 100 ROAD APPROX 1.5 MILES. TURN LEFT ON FS 44 5/10
 KM0287'ROAD 1/4 MILE TO CATTLE GUARD AND GATE.PROCEED APPROX 1 MILE TO CATTLE
 KM0287'GUARD AND FENCE NEAR CABINS. TURN LEFT ON TWO TRACK ROAD ALONG FENCE
 KM0287'CONTINUING WEST FOR 3 MILES TO KJCT TRANSMITTER SITE AND MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0679 ***********************************************************************
 KL0679  DESIGNATION -  GRAND MESA
 KL0679  PID         -  KL0679
 KL0679  STATE/COUNTY-  CO/GARFIELD
 KL0679  USGS QUAD   -  SHOSHONE (1987)
 KL0679
 KL0679                         *CURRENT SURVEY CONTROL
 KL0679  ___________________________________________________________________
 KL0679* NAD 83(1992)-  39 32 24.55002(N)    107 10 58.21976(W)     ADJUSTED  
 KL0679* NAVD 88     -      2880.3    (meters)    9450.     (feet)  VERTCON   
 KL0679  ___________________________________________________________________
 KL0679  LAPLACE CORR-           5.03  (seconds)                    DEFLEC99
 KL0679  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 KL0679
 KL0679  HORZ ORDER  -  FIRST
 KL0679
 KL0679.The horizontal coordinates were established by classical geodetic methods
 KL0679.and adjusted by the National Geodetic Survey in January 1993..
 KL0679
 KL0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0679
 KL0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0679
 KL0679.The geoid height was determined by GEOID03.
 KL0679
 KL0679;                    North         East     Units Scale Factor Converg.
 KL0679;SPC CO C     -   495,613.339   769,751.733   MT  0.99996522   -1 03 40.9
 KL0679;SPC CO C     - 1,626,024.76  2,525,427.14   sFT  0.99996522   -1 03 40.9
 KL0679;UTM  13      - 4,378,996.057   312,421.009   MT  1.00003322   -1 23 24.1
 KL0679
 KL0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0679!SPC CO C     -   0.99955055  x   0.99996522  =   0.99951578
 KL0679!UTM  13      -   0.99955055  x   1.00003322  =   0.99958375
 KL0679
 KL0679|---------------------------------------------------------------------|
 KL0679| PID    Reference Object                     Distance      Geod. Az  |
 KL0679|                                                           dddmmss.s |
 KL0679| CM6485 GRAND MESA RM 1                       8.292 METERS 07910     |
 KL0679| CM6486 GRAND MESA RM 2                      10.662 METERS 19841     |
 KL0679| CM6484 GRAND MESA AZ MK                                   2543855.3 |
 KL0679|---------------------------------------------------------------------|
 KL0679
 KL0679                          SUPERSEDED SURVEY CONTROL
 KL0679
 KL0679  NAD 83(1986)-  39 32 24.54595(N)    107 10 58.22167(W) AD(       ) 1
 KL0679  NAD 27      -  39 32 24.60700(N)    107 10 56.02600(W) AD(       ) 1
 KL0679  NGVD 29 (07/19/86) 2878.9    (m)         9445.     (f) VERT ANG       
 KL0679
 KL0679.Superseded values are not recommended for survey control.
 KL0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0679.See file dsdata.txt to determine how the superseded data were derived.
 KL0679
 KL0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD1242178996(NAD 83)
 KL0679_MARKER: DS = TRIANGULATION STATION DISK
 KL0679_SETTING: 80 = SET IN A BOULDER
 KL0679_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KL0679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0679
 KL0679  HISTORY     - Date     Condition        Report By
 KL0679  HISTORY     - 1953     MONUMENTED       CGS
 KL0679  HISTORY     - 1960     GOOD             USGS
 KL0679
 KL0679                          STATION DESCRIPTION
 KL0679
 KL0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KL0679'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF CARBONDALE,
 KL0679'NEAR THE HIGHEST POINT OF A HIGH MESA THAT IS COVERED WITH
 KL0679'SAGE BRUSH.  IT IS SITUATED ON THE MOST SOUTHWESTERLY OF TWO
 KL0679'KNOLLS OF LIKE NATURE.  THE MARK IS SET FLUSH AND STAMPED
 KL0679'GRAND MESA 1953.
 KL0679'
 KL0679'REFERENCE MARK NO. 1 IS SET FLUSH AND IS STAMPED GRAND MESA
 KL0679'NO 1 1953.
 KL0679'
 KL0679'REFERENCE MARK NO. 2 IS ABOUT TWO FEET LOWER THAN THE STATION
 KL0679'ELEVATION.  IT IS SET FLUSH AND IS STAMPED GRAND MESA NO
 KL0679'2 1953.
 KL0679'
 KL0679'THE DISTANCE BETWEEN REFERENCE MARK NUMBER 1 AND REFERENCE
 KL0679'MARK NUMBER 2 IS 54.7 FEET.
 KL0679'
 KL0679'THE AZIMUTH MARK IS LOCATED ABOUT 50 YARDS WEST OF THE LAST
 KL0679'GATE MENTIONED IN THE DESCRIPTION AND ADJACENT TO THE SOUTHEAST
 KL0679'EDGE OF AN ASPEN GROVE.  IT IS SET FLUSH IN A 2 BY 2 FOOT
 KL0679'BOULDER THAT PROJECT 18 INCHES.  IT IS STAMPED GRAND MESA
 KL0679'1953.
 KL0679'
 KL0679'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 KL0679'82 AND 133 AT THE NORTHWEST EDGE OF CARBONDALE, GO NORTHWESTERLY
 KL0679'ON HIGHWAY 82 FOR 8.0 MILES TO A T-ROAD ON THE RIGHT AND
 KL0679'SIGN LOOKOUT MTN. PARK 8.0, TURN SHARP RIGHT, UP HILL, AND
 KL0679'GO 3.0 MILES TO A FORK AND SIGN LOOKOUT MTN. PARK, TAKE RIGHT
 KL0679'FORK AND GO 1.1 MILE TO A GATE ON THE LEFT, JUST AFTER CROSSING
 KL0679'A SMALL BRIDGE.  SEE MR. HOPKINS WHO LIVES JUST AHEAD, ON
 KL0679'THE RIGHT, FOR PERMISSION TO ENTER HIS PROPERTY AND ALSO THE
 KL0679'COMBINATION OF THE LOCKED GATE.  THE PRESENT COMBINATION IS
 KL0679'1-9-5-1.  TURN LEFT THROUGH THE GATE AND GO 0.9 MILE TO A
 KL0679'DIM FORK, CONTINUE STRAIGHT AHEAD FOR 0.8 MILE TO ANOTHER
 KL0679'FORK, TAKE LEFT FORK, UP HILL, FOR 1.05 MILE TO THE FIRST
 KL0679'OF TWO RED GATES, PASS THROUGH GATE AND CONTINUE FOR 0.05
 KL0679'MILE TO THE SECOND GATE.  A CABIN IS SITUATED BETWEEN
 KL0679'THESE GATES.  PASS THROUGH GATE AND FOLLOW TRACK ROAD FOR
 KL0679'0.6 MILE TO THE NORTH END OF A STOCK POND DAM.  THENCE
 KL0679'FOLLOW AN OLD STOCK TRAIL AROUND THE POND, GOING EAST THEN
 KL0679'NORTH FOR 0.9 MILE TO A NORTH-SOUTH FENCE (RED STEEL FENCE
 KL0679'POSTS IN FENCE LINE) AND GATE ON THE RIGHT.  THE AZIMUTH
 KL0679'MARK IS ON THE LEFT.  TURN RIGHT THROUGH THE GATE, THE
 KL0679'STATION HILL IS VISIBLE FROM THIS POINT, AND PICK WAY UP
 KL0679'BRUSH COVERED SLOPE FOR ABOUT 0.7 MILE TO THE HIGHEST
 KL0679'POINT AND THE STATION AS DESCRIBED.  THIS IS A JEEP DRIVE.
 KL0679'
 KL0679'HEIGHT OF LIGHT ABOVE STATION MARK 5.3 METERS.
 KL0679
 KL0679                          STATION RECOVERY (1960)
 KL0679
 KL0679'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 KL0679'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0509 ***********************************************************************
 HK0509  DESIGNATION -  GRANEROS
 HK0509  PID         -  HK0509
 HK0509  STATE/COUNTY-  CO/PUEBLO
 HK0509  USGS QUAD   -  COLORADO CITY (1975)
 HK0509
 HK0509                         *CURRENT SURVEY CONTROL
 HK0509  ___________________________________________________________________
 HK0509* NAD 83(1992)-  37 54 19.40298(N)    104 48 30.93872(W)     ADJUSTED  
 HK0509* NAVD 88     -      1924.5    (meters)    6314.     (feet)  VERTCON   
 HK0509  ___________________________________________________________________
 HK0509  LAPLACE CORR-         -10.37  (seconds)                    DEFLEC99
 HK0509  GEOID HEIGHT-         -17.71  (meters)                     GEOID03
 HK0509
 HK0509  HORZ ORDER  -  FIRST
 HK0509
 HK0509.The horizontal coordinates were established by classical geodetic methods
 HK0509.and adjusted by the National Geodetic Survey in January 1993..
 HK0509
 HK0509.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0509
 HK0509.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0509
 HK0509.The geoid height was determined by GEOID03.
 HK0509
 HK0509;                    North         East     Units Scale Factor Converg.
 HK0509;SPC CO S     -   442,504.251   975,203.819   MT  0.99994617   +0 25 26.7
 HK0509;SPC CO S     - 1,451,782.70  3,199,481.20   sFT  0.99994617   +0 25 26.7
 HK0509;UTM  13      - 4,195,335.164   516,826.502   MT  0.99960349   +0 07 03.3
 HK0509
 HK0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0509!SPC CO S     -   0.99970089  x   0.99994617  =   0.99964707
 HK0509!UTM  13      -   0.99970089  x   0.99960349  =   0.99930450
 HK0509
 HK0509:                Primary Azimuth Mark                     Grid Az
 HK0509:SPC CO S     -  GRANEROS AZ MK                           158 37 43.5
 HK0509:UTM  13      -  GRANEROS AZ MK                           158 56 06.9
 HK0509
 HK0509|---------------------------------------------------------------------|
 HK0509| PID    Reference Object                     Distance      Geod. Az  |
 HK0509|                                                           dddmmss.s |
 HK0509| CM8198 GRANEROS AZ MK                                     1590310.2 |
 HK0509| CM8199 GRANEROS RM 1                         8.951 METERS 17205     |
 HK0509| CM8200 GRANEROS RM 2                         7.807 METERS 26717     |
 HK0509|---------------------------------------------------------------------|
 HK0509
 HK0509                          SUPERSEDED SURVEY CONTROL
 HK0509
 HK0509  NAD 83(1986)-  37 54 19.39111(N)    104 48 30.92767(W) AD(       ) 1
 HK0509  NAD 27      -  37 54 19.35800(N)    104 48 28.98400(W) AD(       ) 1
 HK0509  NGVD 29 (07/19/86) 1923.5    (m)         6311.     (f) VERT ANG       
 HK0509
 HK0509.Superseded values are not recommended for survey control.
 HK0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0509.See file dsdata.txt to determine how the superseded data were derived.
 HK0509
 HK0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB1682795335(NAD 83)
 HK0509_MARKER: DS = TRIANGULATION STATION DISK
 HK0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0509
 HK0509  HISTORY     - Date     Condition        Report By
 HK0509  HISTORY     - 1949     MONUMENTED       CGS
 HK0509  HISTORY     - 1952     GOOD             CGS
 HK0509  HISTORY     - 1960     GOOD             AMS
 HK0509  HISTORY     - 1967     GOOD             USGS
 HK0509  HISTORY     - 1968     GOOD             USAF
 HK0509  HISTORY     - 1969     GOOD             USGS
 HK0509
 HK0509                          STATION DESCRIPTION
 HK0509
 HK0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 HK0509'THE STATION IS LOCATED ABOUT 25 MILES AIRLINE NORTH OF WALSENBURG
 HK0509'AND ABOUT 2 MILES AIRLINE EAST OF GREENHORN ON A PROMINENT
 HK0509'BRUSH AND GRASS COVERED BENCH THAT HAS STEEP SLOPES ON THE
 HK0509'NORTH SIDE.  THE STATION MARK IS SET FLUSH 9 PACES NORTH OF
 HK0509'A WIRE FENCE AND 10 FEET WEST OF A WHITE WITNESS POST.  IT
 HK0509'IS STAMPED, GRANEROS 1949.
 HK0509'
 HK0509'REFERENCE MARK NO. 1 IS SET FLUSH 1 FOOT NORTH OF A WIRE FENCE.
 HK0509'IT IS ABOUT THE SAME ELEVATION AS THE STATION MARK AND IS
 HK0509'STAMPED, GRANEROS NO 1 1949.
 HK0509'
 HK0509'REFERENCE MARK NO. 2 IS SET FLUSH AT ABOUT THE SAME ELEVATION
 HK0509'AS THE STATION MARK AND IS STAMPED, GRANEROS NO 2 1949.
 HK0509'
 HK0509'THE AZIMUTH MARK PROJECTS 6 INCHES, IS SET 9 PACES NORTH OF
 HK0509'ROAD, 6 FEET WEST OF A WHITE WITNESS POST AND 18 INCHES
 HK0509'SOUTH OF A WIRE FENCE.  IT IS STAMPED, GRANEROS 1949.
 HK0509'
 HK0509'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85
 HK0509'AND STATE HIGHWAY 181 WHICH IS ABOUT 17 MILES NORTH OF WALSENBURG.
 HK0509'GO NORTH ON U.S. HIGHWAY 85 FOR 2.4 MILES TO A CROSSROAD.
 HK0509'TURN RIGHT, GO EAST 1.35 MILES TO AZIMUTH MARK ON LEFT.
 HK0509'CONTINUE EAST ABOUT 100 YARDS TO ENTRANCE TO RANCH BUILDINGS.
 HK0509'TURN LEFT, PASS THROUGH GATE INTO A LANE.  FOLLOW LANE EAST
 HK0509'AND NORTH 0.65 MILE TO END OF LANE.  TURN LEFT, KEEP ON THE
 HK0509'NORTH SIDE OF FENCE AND GO WESTERLY 0.4 MILE TO A FENCE.  LET
 HK0509'DOWN FENCE, CROSS AND GO WESTERLY 0.1 MILE TO STATION.  A
 HK0509'DRIVE STATION.
 HK0509
 HK0509                          STATION RECOVERY (1952)
 HK0509
 HK0509'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LGT)
 HK0509'THE STATION, STAMPED GRANEROS 1949.  REFERENCE MARKS 1 AND
 HK0509'2, STAMPED GRANEROS NO 1 1949 AND GRANEROS NO 2 1949 RESPECTIVELY.
 HK0509'AND THE AZIMUTH MARK, STAMPED GRANEROS 1949, WERE RECOVERED
 HK0509'IN GOOD CONDITION AS DESCRIBED.
 HK0509'
 HK0509'ALL OF THE MARKS ARE SET IN THE TOP OF A 12 IN X 12 IN SQUARE
 HK0509'CONCRETE POSTS THAT ARE FLUSH WITH THE GROUND.
 HK0509
 HK0509                          STATION RECOVERY (1960)
 HK0509
 HK0509'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 HK0509'STATION RECOVERED IN GOOD CONDITION.
 HK0509'
 HK0509'REFERENCE MARKS 1 AND 2 COULD NOT BE FOUND.
 HK0509
 HK0509                          STATION RECOVERY (1967)
 HK0509
 HK0509'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HK0509'STATION RECOVERED AS DESCRIBED.
 HK0509
 HK0509                          STATION RECOVERY (1968)
 HK0509
 HK0509'RECOVERY NOTE BY US AIR FORCE 1968 (PED)
 HK0509'STATION MARK, AZIMUTH MARK, REFERENCE MARK NO. 1 AND REFERENCE
 HK0509'MARK NO. 2 WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 HK0509
 HK0509                          STATION RECOVERY (1969)
 HK0509
 HK0509'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 HK0509'STATION MARK--STANDARD USC AND GS DISK, SET IN TOP OF CONCRETE POST,
 HK0509'FLUSH WITH GROUND, STAMPED ---GRANEROS 1949---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0549 ***********************************************************************
 HL0549  DESIGNATION -  GRANGER
 HL0549  PID         -  HL0549
 HL0549  STATE/COUNTY-  CO/RIO GRANDE
 HL0549  USGS QUAD   -  SOUTH FORK EAST (1967)
 HL0549
 HL0549                         *CURRENT SURVEY CONTROL
 HL0549  ___________________________________________________________________
 HL0549* NAD 83(1992)-  37 40 49.35886(N)    106 31 06.80886(W)     ADJUSTED  
 HL0549* NAVD 88     -      2479.5    (meters)    8135.     (feet)  GPS OBS   
 HL0549  ___________________________________________________________________
 HL0549  X           -  -1,437,592.135 (meters)                     COMP
 HL0549  Y           -  -4,847,463.557 (meters)                     COMP
 HL0549  Z           -   3,878,933.601 (meters)                     COMP
 HL0549  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 HL0549  ELLIP HEIGHT-        2463.59  (meters)          (12/03/02) GPS OBS
 HL0549  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 HL0549
 HL0549  HORZ ORDER  -  FIRST
 HL0549  ELLP ORDER  -  FOURTH    CLASS II
 HL0549
 HL0549.The horizontal coordinates were established by GPS observations
 HL0549.and adjusted by the National Geodetic Survey in June 1998..
 HL0549
 HL0549.The orthometric height was determined by GPS observations and a
 HL0549.high-resolution geoid model.
 HL0549
 HL0549.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HL0549
 HL0549.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0549
 HL0549.The ellipsoidal height was determined by GPS observations
 HL0549.and is referenced to NAD 83.
 HL0549
 HL0549.The geoid height was determined by GEOID03.
 HL0549
 HL0549;                    North         East     Units Scale Factor Converg.
 HL0549;SPC CO S     -   417,795.716   824,558.849   MT  0.99994898   -0 37 29.1
 HL0549;SPC CO S     - 1,370,718.11  2,705,240.16   sFT  0.99994898   -0 37 29.1
 HL0549;UTM  13      - 4,171,438.025   366,094.086   MT  0.99982086   -0 55 42.1
 HL0549
 HL0549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0549!SPC CO S     -   0.99961356  x   0.99994898  =   0.99956256
 HL0549!UTM  13      -   0.99961356  x   0.99982086  =   0.99943449
 HL0549
 HL0549|---------------------------------------------------------------------|
 HL0549| PID    Reference Object                     Distance      Geod. Az  |
 HL0549|                                                           dddmmss.s |
 HL0549| CM6488 GRANGER RM 1                          8.661 METERS 09407     |
 HL0549| CM6489 GRANGER RM 2                          8.354 METERS 27347     |
 HL0549| CM6487 GRANGER AZ MK                                      2742004.1 |
 HL0549|---------------------------------------------------------------------|
 HL0549
 HL0549                          SUPERSEDED SURVEY CONTROL
 HL0549
 HL0549  ELLIP H (06/12/98) 2463.56   (m)                       GP(       ) 3 2
 HL0549  NAD 83(1992)-  37 40 49.35475(N)    106 31 06.81434(W) AD(       ) 1
 HL0549  NAD 83(1986)-  37 40 49.35347(N)    106 31 06.82072(W) AD(       ) 1
 HL0549  NAD 27      -  37 40 49.33830(N)    106 31 04.66860(W) AD(       ) 1
 HL0549  NGVD 29 (07/19/86) 2478.7    (m)         8132.     (f) VERT ANG       
 HL0549
 HL0549.Superseded values are not recommended for survey control.
 HL0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0549.See file dsdata.txt to determine how the superseded data were derived.
 HL0549
 HL0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB6609471438(NAD 83)
 HL0549_MARKER: DH = HORIZONTAL CONTROL DISK
 HL0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0549_STAMPING: GRANGER 1958
 HL0549_MARK LOGO: CGS   
 HL0549_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HL0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0549+STABILITY: SURFACE MOTION
 HL0549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HL0549+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1997
 HL0549
 HL0549  HISTORY     - Date     Condition        Report By
 HL0549  HISTORY     - 1958     MONUMENTED       CGS
 HL0549  HISTORY     - 19971112 GOOD             CODOT
 HL0549
 HL0549                          STATION DESCRIPTION
 HL0549
 HL0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 HL0549'STATION IS LOCATED ON THE SOUTH RIGHT-OF-WAY OF U.S. HIGHWAY
 HL0549'160, ABOUT 6 FEET HIGHER THAN THE ROAD LEVEL, ABOUT 9 MILES
 HL0549'WEST OF DEL NORTE AND 6-1/2 MILES EAST OF SOUTH FORK,
 HL0549'
 HL0549'REACHED FROM THE MINERAL WELL IN DEL NORTE BY GOING WESTERLY
 HL0549'ON HIGHWAY 160 FOR 8.2 MILES TO A SIDE ROAD RIGHT AND SIGN
 HL0549'PICNIC AREA 1 MILE, CONTINUE WEST ON HIGHWAY 160 FOR 0.2
 HL0549'MILE TO THE STATION ON THE LEFT.  TO REACH THE AZIMUTH MARK
 HL0549'FROM THE STATION GO WEST ON HIGHWAY 160 FOR 0.3 MILE TO THE
 HL0549'MARK ON THE RIGHT.
 HL0549'
 HL0549'STATION MARKS ARE STANDARD DISKS, STAMPED GRANGER 1958.
 HL0549'THE SURFACE MARK IS SET IN THE TOP OF AN 11-INCH, SQUARE,
 HL0549'CONCRETE POST PROJECTING 6 INCHES.  IT IS 75 FEET SOUTH OF THE
 HL0549'CENTER OF HIGHWAY 160, 3 FEET NORTH OF A ROAD RIGHT-OF-WAY
 HL0549'FENCE AND ABOUT 53 PACES EAST OF A TRACK ROAD LEADING SOUTH.
 HL0549'A WHITE WITNESS POST WAS SET 4 FEET SOUTHWEST OF THE MARK.
 HL0549'THE UNDERGROUND MARK WAS SET IN AN IRREGULAR MASS OF CONCRETE
 HL0549'30 INCHES BELOW THE GROUND SURFACE.
 HL0549'
 HL0549'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GRANGER NO 1
 HL0549'1958, SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST
 HL0549'PROJECTING 3 INCHES.  IT IS 75 FEET SOUTH OF THE CENTER OF
 HL0549'HIGHWAY 160, 3 FEET NORTH OF THE ROAD RIGHT-OF-WAY FENCE AND
 HL0549'ABOUT 6 FEET ABOVE THE HIGHWAY LEVEL.
 HL0549'
 HL0549'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GRANGER NO 2
 HL0549'1958, SET IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST
 HL0549'PROJECTING 4 INCHES.  IT IS 75 FEET SOUTH OF THE CENTER OF
 HL0549'THE HIGHWAY AND 3 FEET NORTH OF THE ROAD RIGHT-OF-WAY FENCE
 HL0549'AND ABOUT 6 FEET ABOVE THE HIGHWAY LEVEL.
 HL0549'
 HL0549'AZIMUTH MARK IS A STANDARD DISK, STAMPED GRANGER 1958, SET
 HL0549'IN THE TOP OF AN 11-INCH, SQUARE, CONCRETE POST PROJECTING
 HL0549'6 INCHES.  IT IS 75 FEET NORTH OF THE CENTER OF U.S. HIGHWAY
 HL0549'160, 59 FEET EAST OF A POWERLINE POLE AND 1 FOOT SOUTH OF A
 HL0549'NORTH ROAD RIGHT-OF-WAY FENCE.
 HL0549
 HL0549                          STATION RECOVERY (1997)
 HL0549
 HL0549'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 HL0549'THE STATION AND THE TWO REFERENCE MARKS WERE RECOVERED IN GOOD
 HL0549'CONDITION AND ADDITIONAL INFORMATION IS GIVEN ABOUT THE STATION MARK.
 HL0549'THE STATION IS 0.2 MI (0.3 KM) WEST OF RIO GRANDE COUNTY ROAD 18 AND
 HL0549'ON STATE HIGHWAY 160, IN THE SOUTHEAST 1/4 OF SECTION 27, T 40 N, R 4
 HL0549'E, AT U.  S.  HIGHWAY 160 MILEPOST 192.9.  OWNERSHIP--COLORADO DEPT.
 HL0549'OF TRANSPORTATION RIGHT-OF-WAY  THE MARK IS A STANDARD DISK SET IN A
 HL0549'SQUARE 30 CM CONCRETE POST PROJECTING 8 CM ABOVE THE GROUND.  IT IS
 HL0549'47.0 M (154.2 FT) WEST FROM THE CENTER OF A DIRT ROAD LEADING SOUTH
 HL0549'WITH AN ADDRESS NUMBER OF 23462, 22.0 M (72.2 FT) SOUTH FROM THE
 HL0549'CENTER LINE OF U.  S.  HIGHWAY 160, 1.3 M (4.3 FT) SOUTHWEST OF A
 HL0549'WITNESS POST, 1.3 M (4.3 FT) SOUTHEAST FROM A WITNESS POST, 0.9 M (3.0
 HL0549'FT) NORTH FROM A RIGHT-OF-WAY FENCE AND ABOUT 3 M (9.8 FT) ABOVE THE
 HL0549'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0470 ***********************************************************************
 JM0470  DESIGNATION -  GRANITE
 JM0470  PID         -  JM0470
 JM0470  STATE/COUNTY-  CO/MESA
 JM0470  USGS QUAD   -  STEAMBOAT MESA (1985)
 JM0470
 JM0470                         *CURRENT SURVEY CONTROL
 JM0470  ___________________________________________________________________
 JM0470* NAD 83(1992)-  38 51 51.54351(N)    109 01 58.20789(W)     ADJUSTED  
 JM0470* NAVD 88     -      2542.4    (meters)    8341.     (feet)  VERTCON   
 JM0470  ___________________________________________________________________
 JM0470  LAPLACE CORR-          18.62  (seconds)                    DEFLEC99
 JM0470  GEOID HEIGHT-         -17.87  (meters)                     GEOID03
 JM0470
 JM0470  HORZ ORDER  -  THIRD
 JM0470
 JM0470.The horizontal coordinates were established by classical geodetic methods
 JM0470.and adjusted by the National Geodetic Survey in November 1997..
 JM0470
 JM0470.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0470
 JM0470.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0470
 JM0470.The geoid height was determined by GEOID03.
 JM0470
 JM0470;                    North         East     Units Scale Factor Converg.
 JM0470;SPC CO C     -   425,207.889   607,875.682   MT  0.99994440   -2 13 41.2
 JM0470;SPC CO C     - 1,395,036.22  1,994,338.80   sFT  0.99994440   -2 13 41.2
 JM0470;UTM  12      - 4,303,558.785   670,672.275   MT  0.99995870   +1 14 04.7
 JM0470
 JM0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0470!SPC CO C     -   0.99960407  x   0.99994440  =   0.99954849
 JM0470!UTM  12      -   0.99960407  x   0.99995870  =   0.99956278
 JM0470
 JM0470:                Primary Azimuth Mark                     Grid Az
 JM0470:SPC CO C     -  HOG                                      010 16 00.5
 JM0470:UTM  12      -  HOG                                      006 48 14.6
 JM0470
 JM0470|---------------------------------------------------------------------|
 JM0470| PID    Reference Object                     Distance      Geod. Az  |
 JM0470|                                                           dddmmss.s |
 JM0470| JM0467 HOG                                 APPROX. 6.9 KM 0080219.3 |
 JM0470|---------------------------------------------------------------------|
 JM0470
 JM0470                          SUPERSEDED SURVEY CONTROL
 JM0470
 JM0470  NAD 83(1992)-  38 51 51.52054(N)    109 01 58.20773(W) AD(       ) 3
 JM0470  NAD 83(1986)-  38 51 51.52211(N)    109 01 58.20716(W) AD(       ) 3
 JM0470  NAD 27      -  38 51 51.60905(N)    109 01 55.81331(W) AD(       ) 3
 JM0470  NGVD 29 (07/19/86) 2541.1    (m)         8337.     (f) VERT ANG       
 JM0470
 JM0470.Superseded values are not recommended for survey control.
 JM0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0470.See file dsdata.txt to determine how the superseded data were derived.
 JM0470
 JM0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ7067203559(NAD 83)
 JM0470_MARKER: DD = SURVEY DISK
 JM0470_SETTING: 0 = UNSPECIFIED SETTING
 JM0470_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0470
 JM0470  HISTORY     - Date     Condition        Report By
 JM0470  HISTORY     - 1954     MONUMENTED       USGS
 JM0470
 JM0470                          STATION DESCRIPTION
 JM0470
 JM0470'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JM0470'LOCATED ABOUT 37.0 MI. NE. OF MOAB, UTAH, 18.0 MI. SE. OF CISCO, UTAH,
 JM0470'11.0 MI. E. OF JUNCTION OF RYAN WASH AND COACH WASH, 10.0 MI. NE. OF
 JM0470'JUNCTION OF GRANITE WASH AND DOLORES RIVER AND 1.0 MI. N. OF GRANITE
 JM0470'WASH, ON THE S. END OF A HIGH BRUSHY MESA KNOWN LOCALLY AS PINON MESA.
 JM0470'
 JM0470'STATION REACHED BY HELICOPTER.
 JM0470'
 JM0470'STATION MARK--STANDARD TABLET STAMPED ---GRANITE 1954---, WELDED ON
 JM0470'A 3 FT. PIPE PROJECTING ABOUT 1.0 FT. ABOVE GROUND.
 JM0470'
 JM0470'REFERENCE MARK NO. 1--IRON PIPE PROJECTING ABOUT 1.0 FT. ABOVE GROUND,
 JM0470'11.76 FT. FROM STATION MARK, N 46 DEG 57 MIN E.
 JM0470'
 JM0470'REFERENCE MARK NO. 2--IRON PIPE PROJECTING ABOUT 1.0 FT. ABOVE GROUND,
 JM0470'16.74 FT. FROM STATION MARK, S 26 DEG 38 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1290 ***********************************************************************
 JK1290  DESIGNATION -  GRAPE
 JK1290  PID         -  JK1290
 JK1290  STATE/COUNTY-  CO/FREMONT
 JK1290  USGS QUAD   -  CURLEY PEAK (1980)
 JK1290
 JK1290                         *CURRENT SURVEY CONTROL
 JK1290  ___________________________________________________________________
 JK1290* NAD 83(1992)-  38 16 38.88611(N)    105 21 45.12352(W)     ADJUSTED  
 JK1290* NAVD 88     -      2469.7    (meters)    8103.     (feet)  VERTCON   
 JK1290  ___________________________________________________________________
 JK1290  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 JK1290  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 JK1290
 JK1290  HORZ ORDER  -  THIRD
 JK1290
 JK1290.The horizontal coordinates were established by classical geodetic methods
 JK1290.and adjusted by the National Geodetic Survey in January 1993..
 JK1290
 JK1290.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1290
 JK1290.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1290
 JK1290.The geoid height was determined by GEOID03.
 JK1290
 JK1290;                    North         East     Units Scale Factor Converg.
 JK1290;SPC CO C     -   354,112.698   926,430.602   MT  1.00003839   +0 05 12.1
 JK1290;SPC CO C     - 1,161,784.74  3,039,464.40   sFT  1.00003839   +0 05 12.1
 JK1290;UTM  13      - 4,236,663.585   468,290.708   MT  0.99961238   -0 13 28.5
 JK1290
 JK1290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1290!SPC CO C     -   0.99961503  x   1.00003839  =   0.99965340
 JK1290!UTM  13      -   0.99961503  x   0.99961238  =   0.99922755
 JK1290
 JK1290:                Primary Azimuth Mark                     Grid Az
 JK1290:SPC CO C     -  CURLEY                                   049 00 32.0
 JK1290:UTM  13      -  CURLEY                                   049 19 12.6
 JK1290
 JK1290|---------------------------------------------------------------------|
 JK1290| PID    Reference Object                     Distance      Geod. Az  |
 JK1290|                                                           dddmmss.s |
 JK1290| JK1289 CURLEY                              APPROX. 7.4 KM 0490544.1 |
 JK1290|---------------------------------------------------------------------|
 JK1290
 JK1290                          SUPERSEDED SURVEY CONTROL
 JK1290
 JK1290  NAD 83(1986)-  38 16 38.87568(N)    105 21 45.12421(W) AD(       ) 3
 JK1290  NAD 27      -  38 16 38.86184(N)    105 21 43.09543(W) AD(       ) 3
 JK1290  NGVD 29 (07/19/86) 2468.5    (m)         8099.     (f) VERT ANG       
 JK1290
 JK1290.Superseded values are not recommended for survey control.
 JK1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1290.See file dsdata.txt to determine how the superseded data were derived.
 JK1290
 JK1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC6829136664(NAD 83)
 JK1290_MARKER: DD = SURVEY DISK
 JK1290_SETTING: 80 = SET IN A BOULDER
 JK1290_SP_SET: PARTIALLY EXPOSED BOULDER
 JK1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK1290+STABILITY: SURFACE MOTION
 JK1290
 JK1290  HISTORY     - Date     Condition        Report By
 JK1290  HISTORY     - 1951     MONUMENTED       USGS
 JK1290
 JK1290                          STATION DESCRIPTION
 JK1290
 JK1290'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JK1290'LOCATED ABOUT 11.0 MI. (AIRLINE) NNE. OF WESTCLIFFE, ABOUT 13.0 MI.
 JK1290'(AIRLINE) SW. OF CANON CITY, AND 0.4 MI. W. OF GRAPE CREEK, ON THE
 JK1290'HIGHEST POINT OF A HILL, WHICH HAS A LOWER ROCKY POINT RISING FROM
 JK1290'GRAPE CREEK.
 JK1290'
 JK1290'TO REACH STATION FROM CANON CITY POST OFFICE, GO S. 2 BLOCKS TO U.S.
 JK1290'HIGHWAY 50 (TRUCK ROUTE).  TURN RIGHT (W.) AND GO 1-1/2 BLOCKS, TURN
 JK1290'LEFT (S.) ON STATE HIGHWAY 143, GO OVER VIADUCT FOLLOWING STATE
 JK1290'HIGHWAY 143 FOR 14.0 MI. TO SIDE RD. TO THE RIGHT (NW.), TURN RIGHT
 JK1290'AND FOLLOW MAIN TRAVELED RD. FOR 1.9 MI. TO GATE AT Y-FORK, TAKE
 JK1290'LEFT FORK AND GO 0.5 MI. TO END OF RD. AT SADDLE OVERLOOKING BREAK
 JK1290'COUNTRY TO THE N. AND W.  END OF TRUCK TRAVEL.  THE HILL WHICH
 JK1290'STATION IS LOCATED ON CAN BE SEEN FROM HERE AT MAGNETIC BEARING OF
 JK1290'WEST - IDENTIFIED BY A LOWER POINT ON THE SAME RANGE, WHICH HAS A
 JK1290'ROCKY FACE TO THE GRAPE CREEK SIDE.  PACK W. DOWN SHORT SPUR DRAIN
 JK1290'TO A MAIN DRAIN.  FOLLOW THIS DRAIN USING WELL DEFINED COW TRAIL TO
 JK1290'GRAPE CREEK.  AT THIS POINT STATION SITE IS IN A SSW. DIRECTION.
 JK1290'THE ROCKY FACE OF THE LOWER POINT CAN BE SEEN FROM THIS LOCATION.
 JK1290'PACK SW. AND FOLLOW RIDGE TOWARD ROCKY FACE.  KEEP TO THE RIGHT
 JK1290'AND CONTINUE TO TOP AND STATION ON THE HIGHEST POINT.  IT SHOULD
 JK1290'BE NOTED THAT GRAPE CREEK MAY BE HARD TO CROSS AT HIGH WATER
 JK1290'STATE.  A 3 HOUR PACK.
 JK1290'
 JK1290'STATION MARK--STANDARD TRIANGULATION TABLET, STAMPED ---WM GRAPE
 JK1290'1951---, CEMENTED IN DRILL HOLE IN SOLID EMBEDDED FLAT ROCK ON
 JK1290'HIGHEST POINT.
 JK1290'
 JK1290'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0573 ***********************************************************************
 HL0573  DESIGNATION -  GRASSY
 HL0573  PID         -  HL0573
 HL0573  STATE/COUNTY-  CO/MINERAL
 HL0573  USGS QUAD   -  SAN LUIS PEAK (1986)
 HL0573
 HL0573                         *CURRENT SURVEY CONTROL
 HL0573  ___________________________________________________________________
 HL0573* NAD 83(1992)-  37 54 50.02782(N)    106 56 02.52048(W)     ADJUSTED  
 HL0573* NAVD 88     -      3671.3    (meters)   12045.     (feet)  VERTCON   
 HL0573  ___________________________________________________________________
 HL0573  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 HL0573  GEOID HEIGHT-         -15.09  (meters)                     GEOID03
 HL0573
 HL0573  HORZ ORDER  -  THIRD
 HL0573
 HL0573.The horizontal coordinates were established by classical geodetic methods
 HL0573.and adjusted by the National Geodetic Survey in January 1993..
 HL0573
 HL0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0573
 HL0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0573
 HL0573.The geoid height was determined by GEOID03.
 HL0573
 HL0573;                    North         East     Units Scale Factor Converg.
 HL0573;SPC CO S     -   444,191.284   788,311.732   MT  0.99994636   -0 52 46.6
 HL0573;SPC CO S     - 1,457,317.57  2,586,319.41   sFT  0.99994636   -0 52 46.6
 HL0573;UTM  13      - 4,198,025.270   329,990.701   MT  0.99995600   -1 11 19.3
 HL0573
 HL0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0573!SPC CO S     -   0.99942661  x   0.99994636  =   0.99937300
 HL0573!UTM  13      -   0.99942661  x   0.99995600  =   0.99938263
 HL0573
 HL0573:                Primary Azimuth Mark                     Grid Az
 HL0573:SPC CO S     -  10601=OURAY                              156 04 18.6
 HL0573:UTM  13      -  10601=OURAY                              156 22 51.3
 HL0573
 HL0573|---------------------------------------------------------------------|
 HL0573| PID    Reference Object                     Distance      Geod. Az  |
 HL0573|                                                           dddmmss.s |
 HL0573| HL0572 10601=OURAY                         APPROX. 2.2 KM 1551132.0 |
 HL0573|---------------------------------------------------------------------|
 HL0573
 HL0573                          SUPERSEDED SURVEY CONTROL
 HL0573
 HL0573  NAD 83(1986)-  37 54 50.02365(N)    106 56 02.52494(W) AD(       ) 3
 HL0573  NAD 27      -  37 54 50.03171(N)    106 56 00.35976(W) AD(       ) 3
 HL0573  NGVD 29 (07/19/86) 3669.4    (m)        12039.     (f) VERT ANG       
 HL0573
 HL0573.Superseded values are not recommended for survey control.
 HL0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0573.See file dsdata.txt to determine how the superseded data were derived.
 HL0573
 HL0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB2999198025(NAD 83)
 HL0573
 HL0573  HISTORY     - Date     Condition        Report By
 HL0573  HISTORY     - UNK      MONUMENTED       USGS
 HL0573  HISTORY     - 1956     GOOD             USGS
 HL0573
 HL0573                          STATION DESCRIPTION
 HL0573
 HL0573'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (JHC)
 HL0573'RECOVERED BY J.H. CARLSON -USGS- AND REDESCRIBED AS FOLLOWS,
 HL0573'STATION IS LOCATED IN MINERAL COUNTY, 4 -AIR- MI. N. OF CREEDE,
 HL0573'COLORADO ON THE S. EDGE OF A HIGH GRASSY TOP BETWEEN E. AND W. WILLOW
 HL0573'CREEKS.  TO REACH STATION FROM THE P.O. IN CREEDE, COLORADO GO N. OUT
 HL0573'OF CREEDE UP W. WILLOW CREEK 3.5 MI. ALONG STEEP TRACK RD. TO RD. FORK
 HL0573'TAKE RIGHT FORK AND GO 0.9 MI. TO OLD MINE BLDGS, CONTINUE ON TRAIL TO
 HL0573'NE. THAT FOLLOWS AROUND MOUNTAIN TO THE W., FOLLOW TRAIL TO N. SIDE OF
 HL0573'HIGH FLAT MOUNTAIN, ACROSS FLAT GRASSY TOP TO S. EDGE AND STATION.
 HL0573'STATION IS LOCATED 40 FT. N. OF RIM NEAR CENTER OF S. EDGE. THE RD. UP
 HL0573'W. WILLOW CREEK IS QUITE STEEP WHICH WOULD MAKE TRUCKING HORSES
 HL0573'DIFFICULT.  THEREFORE THE PACK TIME WITH HORSES OUT OF CREEDE IS
 HL0573'APPROX. 4 HRS.
 HL0573'
 HL0573'STATION MARK - BRONZE TABLET SET IN AN EMBEDDED ROCK.  NO STAMPING
 HL0573'ON MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0797 ***********************************************************************
 JJ0797  DESIGNATION -  GRASSY
 JJ0797  PID         -  JJ0797
 JJ0797  STATE/COUNTY-  CO/PROWERS
 JJ0797  USGS QUAD   -  CARLTON (1952)
 JJ0797
 JJ0797                         *CURRENT SURVEY CONTROL
 JJ0797  ___________________________________________________________________
 JJ0797* NAD 83(1992)-  38 00 08.00582(N)    102 28 29.84861(W)     ADJUSTED  
 JJ0797* NAVD 88     -      1178.8    (meters)    3867.     (feet)  VERTCON   
 JJ0797  ___________________________________________________________________
 JJ0797  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 JJ0797  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 JJ0797
 JJ0797  HORZ ORDER  -  THIRD
 JJ0797
 JJ0797.The horizontal coordinates were established by classical geodetic methods
 JJ0797.and adjusted by the National Geodetic Survey in January 1993..
 JJ0797
 JJ0797.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0797
 JJ0797.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0797
 JJ0797.The geoid height was determined by GEOID03.
 JJ0797
 JJ0797;                    North         East     Units Scale Factor Converg.
 JJ0797;SPC CO S     -   457,328.333 1,180,030.890   MT  0.99994969   +1 51 19.8
 JJ0797;SPC CO S     - 1,500,418.04  3,871,484.68   sFT  0.99994969   +1 51 19.8
 JJ0797;UTM  13      - 4,209,070.672   721,702.776   MT  1.00020541   +1 33 19.0
 JJ0797
 JJ0797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0797!SPC CO S     -   0.99981873  x   0.99994969  =   0.99976843
 JJ0797!UTM  13      -   0.99981873  x   1.00020541  =   1.00002411
 JJ0797
 JJ0797|---------------------------------------------------------------------|
 JJ0797| PID    Reference Object                     Distance      Geod. Az  |
 JJ0797|                                                           dddmmss.s |
 JJ0797| CM8204 GRASSY RM 1                          37.518 METERS 17340     |
 JJ0797| CM8205 GRASSY RM 2                          32.284 METERS 26454     |
 JJ0797| CM9008 LS 30 3732                                         2953135.6 |
 JJ0797|---------------------------------------------------------------------|
 JJ0797
 JJ0797                          SUPERSEDED SURVEY CONTROL
 JJ0797
 JJ0797  NAD 83(1986)-  38 00 08.00317(N)    102 28 29.84182(W) AD(       ) 3
 JJ0797  NAD 27      -  38 00 07.97071(N)    102 28 28.16272(W) AD(       ) 3
 JJ0797  NGVD 29 (07/19/86) 1178.3    (m)         3866.     (f) VERT ANG       
 JJ0797
 JJ0797.Superseded values are not recommended for survey control.
 JJ0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0797.See file dsdata.txt to determine how the superseded data were derived.
 JJ0797
 JJ0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC2170309071(NAD 83)
 JJ0797_MARKER: DD = SURVEY DISK
 JJ0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0797
 JJ0797  HISTORY     - Date     Condition        Report By
 JJ0797  HISTORY     - 1950     MONUMENTED       USGS
 JJ0797  HISTORY     - 1954     GOOD             USGS
 JJ0797  HISTORY     - 1954     GOOD             CGS
 JJ0797  HISTORY     - 1968     GOOD             USGS
 JJ0797
 JJ0797                          STATION DESCRIPTION
 JJ0797
 JJ0797'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (WRH)
 JJ0797'THE STATION IS LOCATED ON THE HIGHEST POINT OF A GRASSY HILL
 JJ0797'THAT IS IN A LARGE PASTURE.  IT IS ABOUT 10 MILES AIRLINE
 JJ0797'SOUTHEAST OF LAMAR, ABOUT 10 MILES AIRLINE SOUTHWEST OF GRANADA,
 JJ0797'AND ABOUT 8 MILES AIRLINE EAST OF U.S. HIGHWAY 287.
 JJ0797'
 JJ0797'THE STATION IS A STANDARD U.S.G.S. DISK, STAMPED GRASSY VA
 JJ0797'3866 1950 AND SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST
 JJ0797'THAT PROJECTS 10 INCHES.  IT IS 13 FEET SOUTHWEST OF A WITNESS
 JJ0797'POST.
 JJ0797'
 JJ0797'REFERENCE MARK 1 IS A STANDARD U.S.G.S. DISK, STAMPED GRASSY
 JJ0797'NO 1 1950 AND SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 JJ0797'POST THAT PROJECTS 8 INCHES.  IT IS ABOUT 2 FEET LOWER THAN
 JJ0797'THE STATION.
 JJ0797'
 JJ0797'LS 30 3732 (USGS) IS A STANDARD U.S.G.S. DISK, STAMPED LS
 JJ0797'30 3732 1949 AND SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 JJ0797'POST THAT PROJECTS 4 INCHES.  IT IS 48 FEET SOUTHEAST OF
 JJ0797'THE CENTERLINE OF A T-ROAD, 1/2 FOOT WEST OF A WIRE FENCE,
 JJ0797'AND 4 INCHES NORTH OF A WITNESS POST.  THIS MARK WILL SERVE
 JJ0797'AS THE AZIMUTH MARK.
 JJ0797'
 JJ0797'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 287
 JJ0797'AND 50 IN LAMAR GO EAST ON U.S. HIGHWAY 50 FOR 4.35 MILES
 JJ0797'TO A DIRT ROAD RIGHT.  TURN RIGHT AND GO 5.6 MILES TO A
 JJ0797'CROSSROAD.  TURN LEFT, EAST, AND GO 2.0 MILES TO A T-ROAD
 JJ0797'AND THE AZIMUTH MARK ON THE RIGHT, AND A WIRE GATE ON THE
 JJ0797'EAST SIDE OF THE T-ROAD.  PASS THROUGH THE GATE AND GO EAST
 JJ0797'FOR 1.0 MILE TO A TRACK ROAD RIGHT.  TURN RIGHT AND GO 0.8
 JJ0797'MILE TO THE HIGHEST POINT OF THE GRASSY HILL AND THE STATION.
 JJ0797'
 JJ0797'REFERENCE MARK 2 IS A STANDARD USGS DISK STAMPED GRASSY NO
 JJ0797'2 1950 AND SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST
 JJ0797'PROJECTING 6 INCHES.  IT IS 2 FEET LOWER THAN THE STATION.
 JJ0797'
 JJ0797'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JJ0797
 JJ0797                          STATION RECOVERY (1954)
 JJ0797
 JJ0797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 JJ0797'STATION RECOVERED AS DESCRIBED.
 JJ0797
 JJ0797                          STATION RECOVERY (1968)
 JJ0797
 JJ0797'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 JJ0797'STATION MARK--STANDARD USGS BM TABLET SET IN THE TOP OF 6 IN. SQUARE
 JJ0797'CONCRETE POST THAT PROJECTS 10 IN., STAMPED ---GRASSY VA 1950
 JJ0797'3866---.
 JJ0797'
 JJ0797'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0573 ***********************************************************************
 LM0573  DESIGNATION -  GRAVEL
 LM0573  PID         -  LM0573
 LM0573  STATE/COUNTY-  CO/GRAND
 LM0573  USGS QUAD   -  RADIAL MOUNTAIN (1956)
 LM0573
 LM0573                         *CURRENT SURVEY CONTROL
 LM0573  ___________________________________________________________________
 LM0573* NAD 83(1992)-  40 15 25.63020(N)    106 00 28.78149(W)     ADJUSTED  
 LM0573* NAVD 88     -      3509.5    (meters)   11514.     (feet)  VERTCON   
 LM0573  ___________________________________________________________________
 LM0573  LAPLACE CORR-           3.39  (seconds)                    DEFLEC99
 LM0573  GEOID HEIGHT-         -12.24  (meters)                     GEOID03
 LM0573
 LM0573  HORZ ORDER  -  THIRD
 LM0573
 LM0573.The horizontal coordinates were established by classical geodetic methods
 LM0573.and adjusted by the National Geodetic Survey in January 1993..
 LM0573
 LM0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0573
 LM0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0573
 LM0573.The geoid height was determined by GEOID03.
 LM0573
 LM0573;                    North         East     Units Scale Factor Converg.
 LM0573;SPC CO N     -   407,492.915   871,187.432   MT  0.99995685   -0 19 41.6
 LM0573;SPC CO N     - 1,336,916.34  2,858,220.77   sFT  0.99995685   -0 19 41.6
 LM0573;UTM  13      - 4,456,782.894   414,280.710   MT  0.99969045   -0 39 05.1
 LM0573
 LM0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0573!SPC CO N     -   0.99945168  x   0.99995685  =   0.99940855
 LM0573!UTM  13      -   0.99945168  x   0.99969045  =   0.99914230
 LM0573
 LM0573:                Primary Azimuth Mark                     Grid Az
 LM0573:SPC CO N     -  BENNAY                                   027 55 16.8
 LM0573:UTM  13      -  BENNAY                                   028 14 40.3
 LM0573
 LM0573|---------------------------------------------------------------------|
 LM0573| PID    Reference Object                     Distance      Geod. Az  |
 LM0573|                                                           dddmmss.s |
 LM0573| LL1370 BENNAY                              APPROX. 2.3 KM 0273535.2 |
 LM0573|---------------------------------------------------------------------|
 LM0573
 LM0573                          SUPERSEDED SURVEY CONTROL
 LM0573
 LM0573  NAD 83(1986)-  40 15 25.62303(N)    106 00 28.77568(W) AD(       ) 3
 LM0573  NAD 27      -  40 15 25.67732(N)    106 00 26.70606(W) AD(       ) 3
 LM0573  NGVD 29 (07/19/86) 3507.9    (m)        11509.     (f) VERT ANG       
 LM0573
 LM0573.Superseded values are not recommended for survey control.
 LM0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0573.See file dsdata.txt to determine how the superseded data were derived.
 LM0573
 LM0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE1428156783(NAD 83)
 LM0573
 LM0573  HISTORY     - Date     Condition        Report By
 LM0573  HISTORY     - 1953     MONUMENTED       USGS
 LM0573  HISTORY     - 1956     GOOD             USGS
 LM0573
 LM0573                          STATION DESCRIPTION
 LM0573
 LM0573'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 LM0573'THE STATION IS LOCATED ABOUT 6.5 MI. S. AND 4.5 MI. E. OF WILLOW CREEK
 LM0573'PASS, WHICH IS ON STATE HIGHWAY 125, ABOUT 33 MI. SE. OF WALDEN,
 LM0573'COLORADO.  THE STATION IS ON THE S. POINT OF BENNAY MTN., WHICH IS A
 LM0573'HIGH RIDGE RUNNING N-S. ABOUT 1-1/2 MI. LONG.
 LM0573'
 LM0573'TO REACH FROM WILLOW CREEK PASS, PROCEED S. ON HIGHWAY 125 FOR ABOUT
 LM0573'4 MI. TO A HOUSE ON THE LEFT OF THE RD.  THENCE LEFT, PASS ON THE N.
 LM0573'SIDE OF THE HOUSE AND PROCEED ON JEEP RD. CROSSING WILLOW CREEK AT
 LM0573'REAR OF HOUSE.  CONTINUE ON MAIN TRAVELED RD. AS FAR AS POSSIBLE,
 LM0573'ABOUT 3 MI. IN A SMALL JEEP UNTIL THE RD. CHANGES TO A WELL BLAZED
 LM0573'FOREST TRAIL.  CONTINUE AFOOT UP TRAIL TO TIMBER LINE, THENCE LEAVE
 LM0573'TRAIL FOLLOWING CONTOUR OF RIDGE S. ABOUT 1-1/2 MI. TO S. TOP OF
 LM0573'RIDGE, WHICH IS BARE, AND STATION.
 LM0573'
 LM0573'STATION MARK--STANDARD USGS TABLET CEMENTED IN A DRILL HOLE IN A
 LM0573'BOULDER IN PLACE AND STAMPED ---GRAVEL, 1953---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0569 ***********************************************************************
 LN0569  DESIGNATION -  GRAVEL
 LN0569  PID         -  LN0569
 LN0569  STATE/COUNTY-  CO/MOFFAT
 LN0569  USGS QUAD   -  JACK SPRINGS (1972)
 LN0569
 LN0569                         *CURRENT SURVEY CONTROL
 LN0569  ___________________________________________________________________
 LN0569* NAD 83(1992)-  40 44 29.71782(N)    108 52 01.76423(W)     ADJUSTED  
 LN0569* NAVD 88     -      1775.1    (meters)    5824.     (feet)  VERTCON   
 LN0569  ___________________________________________________________________
 LN0569  LAPLACE CORR-          -5.79  (seconds)                    DEFLEC99
 LN0569  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 LN0569
 LN0569  HORZ ORDER  -  THIRD
 LN0569  VERT ORDER  -  THIRD ? (See Below)
 LN0569
 LN0569.The horizontal coordinates were established by classical geodetic methods
 LN0569.and adjusted by the National Geodetic Survey in November 1997..
 LN0569
 LN0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0569.The vertical order pertains to the NGVD 29 superseded value.
 LN0569
 LN0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0569
 LN0569.The geoid height was determined by GEOID03.
 LN0569
 LN0569;                    North         East     Units Scale Factor Converg.
 LN0569;SPC CO N     -   466,563.872   630,072.118   MT  0.99999349   -2 10 32.3
 LN0569;SPC CO N     - 1,530,718.30  2,067,161.61   sFT  0.99999349   -2 10 32.3
 LN0569;UTM  12      - 4,512,259.621   680,080.363   MT  0.99999917   +1 23 32.5
 LN0569
 LN0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0569!SPC CO N     -   0.99972399  x   0.99999349  =   0.99971748
 LN0569!UTM  12      -   0.99972399  x   0.99999917  =   0.99972316
 LN0569
 LN0569:                Primary Azimuth Mark                     Grid Az
 LN0569:SPC CO N     -  DIAMOND                                  264 04 32.6
 LN0569:UTM  12      -  DIAMOND                                  260 30 27.8
 LN0569
 LN0569|---------------------------------------------------------------------|
 LN0569| PID    Reference Object                     Distance      Geod. Az  |
 LN0569|                                                           dddmmss.s |
 LN0569| LN0574 DIAMOND                             APPROX. 7.3 KM 2615400.3 |
 LN0569|---------------------------------------------------------------------|
 LN0569
 LN0569                          SUPERSEDED SURVEY CONTROL
 LN0569
 LN0569  NAD 83(1992)-  40 44 29.71683(N)    108 52 01.75747(W) AD(       ) 3
 LN0569  NAD 83(1992)-  40 44 29.70120(N)    108 52 01.75529(W) AD(       ) 3
 LN0569  NAD 83(1986)-  40 44 29.70146(N)    108 52 01.75610(W) AD(       ) 3
 LN0569  NAD 27      -  40 44 29.83680(N)    108 51 59.33583(W) AD(       ) 3
 LN0569  NGVD 29 (07/19/86) 1773.9    (m)         5820.     (f) LEVELING    3  
 LN0569
 LN0569.Superseded values are not recommended for survey control.
 LN0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0569.See file dsdata.txt to determine how the superseded data were derived.
 LN0569
 LN0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL8008012260(NAD 83)
 LN0569
 LN0569  HISTORY     - Date     Condition        Report By
 LN0569  HISTORY     - 1939     MONUMENTED       USGS
 LN0569  HISTORY     - 1952     GOOD             USGS
 LN0569  HISTORY     - 1966     GOOD             USGS
 LN0569
 LN0569                          STATION DESCRIPTION
 LN0569
 LN0569'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 LN0569'RECOVERED BY USGS IN 1952 REDESCRIBED AS FOLLOWS, STATION LOCATED
 LN0569'ABOUT 9.0 MI. AIR N. AND 11.5 MI. AIR W. OF GREYSTONE COLORADO, ABOUT
 LN0569'1.0 MI. W. OF E. BOUNDARY OF DINOSAUR NATIONAL MONUMENT, ABOUT 0.5 MI.
 LN0569'E. OF GREEN RIVER NEAR N. END OF LADORE CANYON, ON THE EXTREME W. END
 LN0569'OF LOW JUNIPER COVERED RIDGE, 300 FT. S. OF LADORE CANYON RD. IN SW.
 LN0569'1/4 OF SEC.16, T.9 N., R.102 W.,
 LN0569'
 LN0569'TO REACH FROM GREYSTONE POST OFFICE, GO N. ON COUNTY RD. 10, 0.5 MI.
 LN0569'TO JUNCTION.  CONTINUE STRAIGHT AHEAD -RD. TO RIGHT- ON COUNTY RD.10
 LN0569'1.7 MI. TO RD. FORK, THEN ON LEFT FORK -RD.10- 6.3 MI. TO RD. FORK
 LN0569'THEN ON LEFT FORK WHAT IS KNOWN AS LADORE CANYON RD. 4.5 MI. TO RD.
 LN0569'FORK, THEN ON LEFT FORK 2.0 MI. TO FAINT RD. TO LEFT ON TOP OF RIDGE.
 LN0569'HERE TAKE SAID LEFT FORK 0.2 MI. THEN RIGHT UP HILL 0.1 MI. AND END
 LN0569'OF TRUCK TRAVEL.  PACK N. AND W. TO MOST WESTERN TIP OF RIDGE AND
 LN0569'STATION.  ABOUT A 5 MINUTE PACK.
 LN0569
 LN0569                          STATION RECOVERY (1966)
 LN0569
 LN0569'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LN0569'TABLET MISSING DRILL
 LN0569'HOLE FOUND.
 LN0569'
 LN0569'STATION MARK - STANDARD BRONZE TABLET CEMENTED IN LARGE BOULDER FOUND
 LN0569'STAMPED ---GRAVEL 1939---.
 LN0569'
 LN0569'REFERENCE MARK NO.1 - TRIANGULAR BLAZE WITH 2 NAILS IN CENTER, CUT IN
 LN0569'INSIDE OF 8 IN. CEDAR TREE, 78.65 FT. FROM STATION.
 LN0569'
 LN0569'REFERENCE MARK NO.2 - TRIANGULAR SHAPED BLAZE WITH 2 NAILS IN CENTER,
 LN0569'CUT IN SIDE OF 10 IN. PINON TREE, 28.65 FT. FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0791 ***********************************************************************
 JJ0791  DESIGNATION -  GRAVEL
 JJ0791  PID         -  JJ0791
 JJ0791  STATE/COUNTY-  CO/PROWERS
 JJ0791  USGS QUAD   -  HOLLY NW (1973)
 JJ0791
 JJ0791                         *CURRENT SURVEY CONTROL
 JJ0791  ___________________________________________________________________
 JJ0791* NAD 83(1992)-  38 08 02.72527(N)    102 11 08.81927(W)     ADJUSTED  
 JJ0791* NAVD 88     -      1113.     (meters)    3652.     (feet)  VERTCON   
 JJ0791  ___________________________________________________________________
 JJ0791  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 JJ0791  GEOID HEIGHT-         -23.72  (meters)                     GEOID03
 JJ0791
 JJ0791  HORZ ORDER  -  THIRD
 JJ0791
 JJ0791.The horizontal coordinates were established by classical geodetic methods
 JJ0791.and adjusted by the National Geodetic Survey in January 1993..
 JJ0791
 JJ0791.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0791
 JJ0791.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0791
 JJ0791.The geoid height was determined by GEOID03.
 JJ0791
 JJ0791;                    North         East     Units Scale Factor Converg.
 JJ0791;SPC CO S     -   472,816.946 1,204,893.964   MT  0.99995906   +2 01 58.3
 JJ0791;SPC CO S     - 1,551,233.60  3,953,056.28   sFT  0.99995906   +2 01 58.3
 JJ0791;UTM  13      - 4,224,435.017   746,653.919   MT  1.00034934   +1 44 19.2
 JJ0791
 JJ0791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0791!SPC CO S     -   0.99982904  x   0.99995906  =   0.99978810
 JJ0791!UTM  13      -   0.99982904  x   1.00034934  =   1.00017832
 JJ0791
 JJ0791:                Primary Azimuth Mark                     Grid Az
 JJ0791:SPC CO S     -  DAVIS                                    051 03 22.3
 JJ0791:UTM  13      -  DAVIS                                    051 21 01.4
 JJ0791
 JJ0791|---------------------------------------------------------------------|
 JJ0791| PID    Reference Object                     Distance      Geod. Az  |
 JJ0791|                                                           dddmmss.s |
 JJ0791| JJ0778 DAVIS                               APPROX.15.4 KM 0530520.6 |
 JJ0791|---------------------------------------------------------------------|
 JJ0791
 JJ0791                          SUPERSEDED SURVEY CONTROL
 JJ0791
 JJ0791  NAD 83(1986)-  38 08 02.72465(N)    102 11 08.81547(W) AD(       ) 3
 JJ0791  NAD 27      -  38 08 02.67812(N)    102 11 07.13732(W) AD(       ) 3
 JJ0791  NGVD 29 (07/19/86) 1113.     (m)         3652.     (f) VERT ANG       
 JJ0791
 JJ0791.Superseded values are not recommended for survey control.
 JJ0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0791.See file dsdata.txt to determine how the superseded data were derived.
 JJ0791
 JJ0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC4665424435(NAD 83)
 JJ0791
 JJ0791  HISTORY     - Date     Condition        Report By
 JJ0791  HISTORY     - 1950     MONUMENTED       USGS
 JJ0791  HISTORY     - 1955     MARK NOT FOUND   CGS
 JJ0791  HISTORY     - 1968     MARK NOT FOUND   USGS
 JJ0791
 JJ0791                          STATION DESCRIPTION
 JJ0791
 JJ0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (DDV)
 JJ0791'REPORTED AS FOLLOWS ---STATION PROBABLY
 JJ0791'DESTROYED DURING EXCAVATION PROCEEDINGS.  RM - 1 NOT RECOVERED,
 JJ0791'RM - 2 WAS RECOVERED---.
 JJ0791
 JJ0791                          STATION RECOVERY (1968)
 JJ0791
 JJ0791'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (THW)
 JJ0791'STATION IS LOCATED ON E. SIDE OF GRAVEL PIT IN THE MIDDLE OF A
 JJ0791'CULTIVATED FIELD, IN SEC. 18, T 22 S, R 42 W, ABOUT 5.5 MI. (AIRLINE)
 JJ0791'N. OF HOLLY, COLORADO.
 JJ0791'
 JJ0791'TO REACH STATION FROM INTERSECTION OF HIGHWAYS 59 AND 89 AT HOLLY,
 JJ0791'COLORADO, GO W. 4.0 MI. TO A RD. INTERSECTION FROM MAIN HIGHWAY, TURN
 JJ0791'RIGHT (N.) PROCEED ALONG RD. FOR 5.1 MI. TO T-RD. S., TURN RIGHT (E.)
 JJ0791'AND GO 1000 FT. ACROSS CANAL, THENCE THROUGH GATE ON LEFT SIDE OF RD.
 JJ0791'AND CONTINUE CROSS COUNTRY 5.0 MI. NE. TO STATION SITE.
 JJ0791'
 JJ0791'REPORTED AS FOLLOWS ---STATION WAS
 JJ0791'SEARCHED FOR FROM INFORMATION OF RM - 2 BUT WAS NOT FOUND.  RM - 1
 JJ0791'WAS NOT FOUND, RM - 2 WAS FOUND AND IN GOOD CONDITION---.
 JJ0791'
 JJ0791'STATION MARK--STANDARD USGS TABLET CEMENTED IN CONCRETE MONUMENT
 JJ0791'PROTRUDING 2 IN. ABOVE GROUND, STAMPED ---GRAVEL 1950---.
 JJ0791'
 JJ0791'REFERENCE MARK NO. 1--STANDARD TABLET CEMENTED IN CONCRETE MONUMENT
 JJ0791'PROTRUDING 2 IN. ABOVE GROUND, STAMPED ---GRAVEL NO. 1 1950---, 62.88
 JJ0791'FT. FROM STATION MARK, N 12 DEG 54 MIN E.
 JJ0791'
 JJ0791'REFERENCE MARK NO. 2--STANDARD TABLET CEMENTED IN CONCRETE MONUMENT
 JJ0791'PROTRUDING 2 IN. ABOVE GROUND, STAMPED ---GRAVEL NO. 2 1950---, 40.15
 JJ0791'FT. FROM STATION MARK, S 75 DEG E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0656 ***********************************************************************
 HL0656  DESIGNATION -  GRAYHEAD
 HL0656  PID         -  HL0656
 HL0656  STATE/COUNTY-  CO/SAN MIGUEL
 HL0656  USGS QUAD   -  GRAY HEAD (1953)
 HL0656
 HL0656                         *CURRENT SURVEY CONTROL
 HL0656  ___________________________________________________________________
 HL0656* NAD 83(1992)-  37 59 29.04745(N)    107 58 22.93760(W)     ADJUSTED  
 HL0656* NAVD 88     -      3349.3    (meters)   10988.     (feet)  VERTCON   
 HL0656  ___________________________________________________________________
 HL0656  LAPLACE CORR-          11.85  (seconds)                    DEFLEC99
 HL0656  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 HL0656
 HL0656  HORZ ORDER  -  THIRD
 HL0656
 HL0656.The horizontal coordinates were established by classical geodetic methods
 HL0656.and adjusted by the National Geodetic Survey in January 1993..
 HL0656
 HL0656.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0656
 HL0656.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0656
 HL0656.The geoid height was determined by GEOID03.
 HL0656
 HL0656;                    North         East     Units Scale Factor Converg.
 HL0656;SPC CO S     -   454,701.091   697,199.860   MT  0.99994915   -1 31 00.9
 HL0656;SPC CO S     - 1,491,798.50  2,287,396.54   sFT  0.99994915   -1 31 00.9
 HL0656;UTM  13      - 4,209,032.703   238,916.071   MT  1.00043963   -1 49 51.8
 HL0656;UTM  12      - 4,209,185.499   765,820.412   MT  1.00047037   +1 51 51.5
 HL0656
 HL0656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0656!SPC CO S     -   0.99947730  x   0.99994915  =   0.99942648
 HL0656!UTM  13      -   0.99947730  x   1.00043963  =   0.99991670
 HL0656!UTM  12      -   0.99947730  x   1.00047037  =   0.99994743
 HL0656
 HL0656:                Primary Azimuth Mark                     Grid Az
 HL0656:SPC CO S     -  DIAMOND                                  165 08 51.2
 HL0656:UTM  13      -  DIAMOND                                  165 27 42.1
 HL0656:UTM  12      -  DIAMOND                                  161 45 58.8
 HL0656
 HL0656|---------------------------------------------------------------------|
 HL0656| PID    Reference Object                     Distance      Geod. Az  |
 HL0656|                                                           dddmmss.s |
 HL0656| HL0655 DIAMOND                             APPROX. 6.2 KM 1633750.3 |
 HL0656|---------------------------------------------------------------------|
 HL0656
 HL0656                          SUPERSEDED SURVEY CONTROL
 HL0656
 HL0656  NAD 83(1986)-  37 59 29.03798(N)    107 58 22.93175(W) AD(       ) 3
 HL0656  NAD 27      -  37 59 29.06890(N)    107 58 20.68946(W) AD(       ) 3
 HL0656  NGVD 29 (07/19/86) 3347.7    (m)        10983.     (f) VERT ANG       
 HL0656
 HL0656.Superseded values are not recommended for survey control.
 HL0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0656.See file dsdata.txt to determine how the superseded data were derived.
 HL0656
 HL0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC3891609033(NAD 83)
 HL0656_MARKER: DD = SURVEY DISK
 HL0656_SETTING: 0 = UNSPECIFIED SETTING
 HL0656_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0656
 HL0656  HISTORY     - Date     Condition        Report By
 HL0656  HISTORY     - 1952     MONUMENTED       USGS
 HL0656
 HL0656                          STATION DESCRIPTION
 HL0656
 HL0656'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 HL0656'LOCATED APPROXIMATELY 9.0 MI. (AIRLINE) WNW. OF TELLURIDE, COLORADO,
 HL0656'AND 2.0 MI. (AIRLINE) ESE. OF SAWPIT, COLORADO, ON THE HIGHEST POINT
 HL0656'OF THE MOUNTAIN KNOWN AS GRAYHEAD.
 HL0656'
 HL0656'TO REACH FROM POST OFFICE IN TELLURIDE, COLORADO, DRIVE W. ALONG
 HL0656'STREET FOR 0.4 MI. TO INTERSECTION OF COLORADO HIGHWAY 108, CONTINUE
 HL0656'ON W. ALONG HIGHWAY 108 FOR 2.9 MI. TO RD. NW., THENCE RIGHT (NW.)
 HL0656'UP HILL AND ALONG RD. FOR 4.4 MI. AT POINT WHERE RD. PASSES BETWEEN
 HL0656'RANCH HOUSE AND BARNS, CONTINUE ON S. ALONG RD. FOR 4.5 MI. TO
 HL0656'HORSESHOE BEND IN RD. AND DIM TRACK RD. SW. THRU ASPEN GROVE.  THENCE
 HL0656'LEFT (SW.) ALONG TRACK RD. FOR APPROXIMATELY 0.4 MI. TO END OF TRUCK
 HL0656'TRAVEL, FROM HERE PACK W. UP MOUNTAIN TO HIGHEST POINT OF MOUNTAIN
 HL0656'AND STATION SITE.  A 30 MINUTE PACK.
 HL0656'
 HL0656'STATION MARK--STANDARD TABLET, STAMPED ---GRAYHEAD 1952 VABM 10982---,
 HL0656'CEMENTED IN BURIED ROCK.
 HL0656'
 HL0656'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0640 ***********************************************************************
 LK0640  DESIGNATION -  GRAYLIN
 LK0640  PID         -  LK0640
 LK0640  STATE/COUNTY-  CO/LOGAN
 LK0640  USGS QUAD   -  WILD HORSE LAKE (1951)
 LK0640
 LK0640                         *CURRENT SURVEY CONTROL
 LK0640  ___________________________________________________________________
 LK0640* NAD 83(1992)-  40 44 48.68073(N)    103 24 21.20531(W)     ADJUSTED  
 LK0640* NAVD 88     -      1337.8    (meters)    4389.     (feet)  GPS OBS   
 LK0640  ___________________________________________________________________
 LK0640  X           -  -1,122,140.668 (meters)                     COMP
 LK0640  Y           -  -4,708,106.422 (meters)                     COMP
 LK0640  Z           -   4,142,026.705 (meters)                     COMP
 LK0640  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 LK0640  ELLIP HEIGHT-        1318.49  (meters)          (12/03/02) GPS OBS
 LK0640  GEOID HEIGHT-         -19.30  (meters)                     GEOID03
 LK0640
 LK0640  HORZ ORDER  -  FIRST
 LK0640  ELLP ORDER  -  FOURTH    CLASS II
 LK0640
 LK0640.The horizontal coordinates were established by GPS observations
 LK0640.and adjusted by the National Geodetic Survey in July 1996..
 LK0640
 LK0640.The orthometric height was determined by GPS observations and a
 LK0640.high-resolution geoid model.
 LK0640
 LK0640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0640
 LK0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0640
 LK0640.The ellipsoidal height was determined by GPS observations
 LK0640.and is referenced to NAD 83.
 LK0640
 LK0640.The geoid height was determined by GEOID03.
 LK0640
 LK0640;                    North         East     Units Scale Factor Converg.
 LK0640;SPC CO N     -   463,838.117 1,091,245.047   MT  0.99999428   +1 21 11.1
 LK0640;SPC CO N     - 1,521,775.56  3,580,193.13   sFT  0.99999428   +1 21 11.1
 LK0640;UTM  13      - 4,511,878.452   634,581.290   MT  0.99982293   +1 02 26.4
 LK0640
 LK0640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0640!SPC CO N     -   0.99979322  x   0.99999428  =   0.99978750
 LK0640!UTM  13      -   0.99979322  x   0.99982293  =   0.99961618
 LK0640
 LK0640|---------------------------------------------------------------------|
 LK0640| PID    Reference Object                     Distance      Geod. Az  |
 LK0640|                                                           dddmmss.s |
 LK0640| CP8131 GRAYLIN RM 2                         29.605 METERS 00933     |
 LK0640| CP8129 GRAYLIN AZ MK                                      1483226.9 |
 LK0640| LK0643 BRITISH AM OIL CO RADIO MAST        APPROX. 5.8 KM 1675120.7 |
 LK0640| CP8130 GRAYLIN RM 1                         38.084 METERS 27751     |
 LK0640|---------------------------------------------------------------------|
 LK0640
 LK0640                          SUPERSEDED SURVEY CONTROL
 LK0640
 LK0640  ELLIP H (10/08/96) 1318.53   (m)                       GP(       ) 1 1
 LK0640  ELLIP H (07/08/96) 1318.78   (m)                       GP(       ) 1 1
 LK0640  NAD 83(1992)-  40 44 48.67729(N)    103 24 21.20818(W) AD(       ) 2
 LK0640  NAD 83(1986)-  40 44 48.67163(N)    103 24 21.20586(W) AD(       ) 2
 LK0640  NAD 27      -  40 44 48.72950(N)    103 24 19.45000(W) AD(       ) 2
 LK0640
 LK0640.Superseded values are not recommended for survey control.
 LK0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0640.See file dsdata.txt to determine how the superseded data were derived.
 LK0640
 LK0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF3458111878(NAD 83)
 LK0640_MARKER: DD = SURVEY DISK
 LK0640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0640_STAMPING: GRAYLIN 1948 VABM 4387
 LK0640_MARK LOGO: USGS  
 LK0640_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LK0640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0640+STABILITY: SURFACE MOTION
 LK0640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0640+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1995
 LK0640
 LK0640  HISTORY     - Date     Condition        Report By
 LK0640  HISTORY     - 1948     MONUMENTED       USGS
 LK0640  HISTORY     - 1963     GOOD             NGS
 LK0640  HISTORY     - 19950628 GOOD             MSAM
 LK0640
 LK0640                          STATION DESCRIPTION
 LK0640
 LK0640'DESCRIBED BY US GEOLOGICAL SURVEY 1948 (BMK)
 LK0640'THE STATION IS LOCATED 10-1/2 MILES WEST AND 8-1/2 MILES
 LK0640'NORTH OF STERLING, IN THE SE 1/4 OF SECTION 12 T9N, R54W AND
 LK0640'ON STATE OWNED LAND.
 LK0640'
 LK0640'TO REACH THE STATION FROM THE INTERSECTION OF 4TH STREET AND
 LK0640'MAIN STREET IN STERLING, GO WEST ON STATE HIGHWAY 14 FOR 7.5
 LK0640'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON MACADAM
 LK0640'ROAD FOR 5.3 MILES TO A T-INTERSECTION.  TURN LEFT AND GO
 LK0640'WEST FOR 1.6 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO
 LK0640'NORTH FOR 3.0 MILES TO A CROSSROAD.  TURN LEFT AND GO WEST FOR
 LK0640'1.0 MILE TO A CROSSROAD AND GATE IN THE NORTHWEST CORNER.  PASS
 LK0640'THROUGH GATE AND GO WEST-NORTHWEST FOR 0.2 MILE TO THE HIGHEST
 LK0640'POINT OF THE HILL AND THE STATION.
 LK0640'
 LK0640'THE STATION MARK IS A U.S. GEOLOGICAL STATION MARK DISK,
 LK0640'STAMPED GRAYLIN VABM 4387 1948, SET IN THE TOP OF A 8-INCH
 LK0640'SQUARE CONCRETE MONUMENT THAT PROJECTS 5-INCHES.  IT IS 5.3
 LK0640'FEET WEST-NORTHWEST OF THE WITNESS POST.
 LK0640'
 LK0640'R.M. 1 IS A U.S. GEOLOGICAL REFERENCE MARK DISK, STAMPED GRAYLIN
 LK0640'NO 2 1948, SET IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT
 LK0640'THAT PROJECTS 3-INCHES.  IT IS 130 FEET WEST OF THE WITNESS
 LK0640'POST.
 LK0640'
 LK0640'R.M. 2 IS A U.S. GEOLOGICAL REFERENCE MARK DISK, STAMPED GRAYLIN
 LK0640'NO 2 1948, SET IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT
 LK0640'THAT PROJECTS 5-INCHES.  IT IS 98.7 FEET NORTH OF THE WITNESS
 LK0640'POST.
 LK0640'
 LK0640'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, GRAYLIN USGS
 LK0640'1963, CEMENTED IN A DRILL HOLE IN OUT CROPPING BED ROCK THAT
 LK0640'PROJECTS 10-INCHES.  IT IS 46 FEET WEST OF THE CENTER OF
 LK0640'A NORTH-SOUTH SECTION LINE ROAD, 19 FEET WEST OF A WIRE FENCE
 LK0640'AND 8.6 FEET SOUTHWEST OF THE WITNESS POST.
 LK0640'
 LK0640'TO REACH THE AZIMUTH FROM THE STATION GO EAST SOUTHEAST FOR
 LK0640'0.2 MILE TO A GATE.  TURN RIGHT AND GO SOUTH ON A SECTION LINE
 LK0640'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 LK0640'
 LK0640'DIST. BETWEEN R.M.S 160.5 FT. 48.93 M.
 LK0640
 LK0640                          STATION RECOVERY (1963)
 LK0640
 LK0640'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 LK0640'STATION MARK--STANDARD USGS TABLET, STAMPED ---GRAYLIN 1948 VABM
 LK0640'4387---, SET IN TOP OF 8 IN. SQUARE CONCRETE POST, PROJECTING 5 IN.
 LK0640
 LK0640                          STATION RECOVERY (1995)
 LK0640
 LK0640'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0640'OWNERSHIP--COLORADO STATE LAND.  RECOVERED RM1, RM2 AND THE AZIMUTH
 LK0640'MARK ALL ARE IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0664 ***********************************************************************
 HL0664  DESIGNATION -  GRAYROCK
 HL0664  PID         -  HL0664
 HL0664  STATE/COUNTY-  CO/SAN JUAN
 HL0664  USGS QUAD   -  ENGINEER MOUNTAIN (1975)
 HL0664
 HL0664                         *CURRENT SURVEY CONTROL
 HL0664  ___________________________________________________________________
 HL0664* NAD 83(1992)-  37 40 26.22064(N)    107 51 46.39083(W)     ADJUSTED  
 HL0664* NAVD 88     -      3813.7    (meters)   12512.     (feet)  VERTCON   
 HL0664  ___________________________________________________________________
 HL0664  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 HL0664  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 HL0664
 HL0664  HORZ ORDER  -  THIRD
 HL0664
 HL0664.The horizontal coordinates were established by classical geodetic methods
 HL0664.and adjusted by the National Geodetic Survey in January 1993..
 HL0664
 HL0664.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0664
 HL0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0664
 HL0664.The geoid height was determined by GEOID03.
 HL0664
 HL0664;                    North         East     Units Scale Factor Converg.
 HL0664;SPC CO S     -   419,228.777   705,981.010   MT  0.99994929   -1 26 57.6
 HL0664;SPC CO S     - 1,375,419.75  2,316,206.03   sFT  0.99994929   -1 26 57.6
 HL0664;UTM  13      - 4,173,497.211   247,510.630   MT  1.00038531   -1 45 02.3
 HL0664
 HL0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0664!SPC CO S     -   0.99940447  x   0.99994929  =   0.99935379
 HL0664!UTM  13      -   0.99940447  x   1.00038531  =   0.99978955
 HL0664
 HL0664                          SUPERSEDED SURVEY CONTROL
 HL0664
 HL0664  NAD 83(1986)-  37 40 26.21994(N)    107 51 46.39417(W) AD(       ) 3
 HL0664  NGVD 29 (11/25/91) 3812.1    (m)        12507.     (f) VERT ANG       
 HL0664
 HL0664.Superseded values are not recommended for survey control.
 HL0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0664.See file dsdata.txt to determine how the superseded data were derived.
 HL0664
 HL0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB4751173497(NAD 83)
 HL0664_MARKER: DD = SURVEY DISK
 HL0664_SETTING: 0 = UNSPECIFIED SETTING
 HL0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0664
 HL0664  HISTORY     - Date     Condition        Report By
 HL0664  HISTORY     - 1957     MONUMENTED       USGS
 HL0664
 HL0664                          STATION DESCRIPTION
 HL0664
 HL0664'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 HL0664'THE STATION IS LOCATED IN SAN JUAN COUNTY, COLORADO, 32 MI. (AIRLINE)
 HL0664'N. OF DURANGO, 9 MI. (AIRLINE) E. OF RICO, COLORADO, 4.5 MI. NE. OF
 HL0664'HERMOSA PARK, AT THE S. END OF THE GRAYSILL MOUNTAINS, ON THE N. END
 HL0664'AND HIGHEST PART OF GRAYROCK PEAK.
 HL0664'
 HL0664'STATION MARK--A STANDARD TABLET CEMENTED IN A BURIED ROCK 6 IN. ABOVE
 HL0664'GROUND AND STAMPED---GRAYROCK 1957---.
 HL0664'
 HL0664'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2036 ***********************************************************************
 KK2036  DESIGNATION -  GRAYS PEAK
 KK2036  PID         -  KK2036
 KK2036  STATE/COUNTY-  CO/SUMMIT
 KK2036  USGS QUAD   -  GRAYS PEAK (1987)
 KK2036
 KK2036                         *CURRENT SURVEY CONTROL
 KK2036  ___________________________________________________________________
 KK2036* NAD 83(1992)-  39 38 01.98013(N)    105 49 03.25357(W)     ADJUSTED  
 KK2036* NAVD 88     -      4352.     (meters)   14278.     (feet)  VERTCON   
 KK2036  ___________________________________________________________________
 KK2036  LAPLACE CORR-           3.53  (seconds)                    DEFLEC99
 KK2036  GEOID HEIGHT-         -12.42  (meters)                     GEOID03
 KK2036
 KK2036  HORZ ORDER  -  THIRD
 KK2036
 KK2036.The horizontal coordinates were established by classical geodetic methods
 KK2036.and adjusted by the National Geodetic Survey in January 1993..
 KK2036
 KK2036.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2036
 KK2036.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2036
 KK2036.The geoid height was determined by GEOID03.
 KK2036
 KK2036;                    North         East     Units Scale Factor Converg.
 KK2036;SPC CO C     -   504,727.506   887,139.616   MT  0.99997909   -0 12 01.0
 KK2036;SPC CO C     - 1,655,926.83  2,910,557.22   sFT  0.99997909   -0 12 01.0
 KK2036;UTM  13      - 4,387,442.450   429,840.705   MT  0.99966060   -0 31 17.5
 KK2036
 KK2036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2036!SPC CO C     -   0.99931967  x   0.99997909  =   0.99929877
 KK2036!UTM  13      -   0.99931967  x   0.99966060  =   0.99898050
 KK2036
 KK2036:                Primary Azimuth Mark                     Grid Az
 KK2036:SPC CO C     -  TORREYS PEAK                             342 54 32.5
 KK2036:UTM  13      -  TORREYS PEAK                             343 13 49.0
 KK2036
 KK2036|---------------------------------------------------------------------|
 KK2036| PID    Reference Object                     Distance      Geod. Az  |
 KK2036|                                                           dddmmss.s |
 KK2036| KK2037 TORREYS PEAK                        APPROX. 1.0 KM 3424231.5 |
 KK2036|---------------------------------------------------------------------|
 KK2036
 KK2036                          SUPERSEDED SURVEY CONTROL
 KK2036
 KK2036  NAD 83(1986)-  39 38 01.99810(N)    105 49 03.23779(W) AD(       ) 3
 KK2036  NAD 27      -  39 38 02.02955(N)    105 49 01.22644(W) AD(       ) 3
 KK2036  NGVD 29 (07/19/86) 4350.     (m)        14272.     (f) VERT ANG       
 KK2036
 KK2036.Superseded values are not recommended for survey control.
 KK2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2036.See file dsdata.txt to determine how the superseded data were derived.
 KK2036
 KK2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD2984187442(NAD 83)
 KK2036_MARKER: DD = SURVEY DISK
 KK2036_SETTING: 0 = UNSPECIFIED SETTING
 KK2036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK2036
 KK2036  HISTORY     - Date     Condition        Report By
 KK2036  HISTORY     - 1956     MONUMENTED       USGS
 KK2036
 KK2036                          STATION DESCRIPTION
 KK2036
 KK2036'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 KK2036'STATION LOCATED ABOUT 4.0 MI. SSW. OF BAKERSVILLE, COLORADO, IN THE
 KK2036'NW. 1/4 SEC. 8, T 5 S, R 75 W, ON THE HIGHEST POINT OF GRAYS PEAK,
 KK2036'25 FT. W. OF A STONE WALL ON THE W. END OF THE PEAK.
 KK2036'
 KK2036'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND GRAVEL ACCESS
 KK2036'RD. TO BAKERSVILLE, TURN LEFT (S.) THRU BAKERSVILLE FOR 1.2 MI. TO A
 KK2036'Y-RD. FORK, THENCE LEFT ALONG MAIN TRAVELED RD. UP STEVENS GULCH 2.3
 KK2036'MI. TO A Y-RD. FORK AT FOREST SERVICE SIGN (GRAYS PEAK 4 MILES).  FROM
 KK2036'THIS POINT ON A FOUR WHEEL DRIVE VEHICLE IS NECESSARY TO CONTINUE ON
 KK2036'RD.  TAKE RIGHT FORK AND PROCEED ALONG JEEP RD. FOR 1.5 MI. TO
 KK2036'JUNCTION WITH A PACK TRAIL AT FOREST SERVICE SIGN (GRAYS PEAK 3
 KK2036'MILES), PACK UP TRAIL FOR 2-1/2 HOURS TO A SE. SWITCHBACK AND TRAIL
 KK2036'JUNCTION, TAKE LEFT TRAIL (MAIN TRAIL) UP THE N. SLOPE OF GRAYS PEAK
 KK2036'FOR 1-1/2 HOURS TO TOP OF PEAK AND STATION.
 KK2036'
 KK2036'NOTE--TABLET SET BY H. L. BALDWIN IN 1903 FOR STATION --GRAY-- WAS
 KK2036'FOUND IN THE WALL OF A SMALL ROCK STRUCTURE.  THE POSITION FOR THIS
 KK2036'STATION IS NO GOOD AND WAS NOT USED.
 KK2036'
 KK2036'STATION MARK--STANDARD USGS ALUMINUM TRIANGULATION TABLET SET IN
 KK2036'CONCRETE AND FLUSH WITH GROUND ON THE HIGHEST POINT OF PEAK, STAMPED
 KK2036'---GRAYS PEAK 1956---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0545 ***********************************************************************
 LN0545  DESIGNATION -  GREASEWOOD
 LN0545  PID         -  LN0545
 LN0545  STATE/COUNTY-  CO/RIO BLANCO
 LN0545  USGS QUAD   -  CALAMITY RIDGE (1962)
 LN0545
 LN0545                         *CURRENT SURVEY CONTROL
 LN0545  ___________________________________________________________________
 LN0545* NAD 83(1992)-  40 05 23.77050(N)    108 33 14.17066(W)     ADJUSTED  
 LN0545* NAVD 88     -      2464.7    (meters)    8086.     (feet)  VERTCON   
 LN0545  ___________________________________________________________________
 LN0545  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 LN0545  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 LN0545
 LN0545  HORZ ORDER  -  SECOND
 LN0545
 LN0545.The horizontal coordinates were established by classical geodetic methods
 LN0545.and adjusted by the National Geodetic Survey in November 1997..
 LN0545
 LN0545.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0545
 LN0545.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0545
 LN0545.The geoid height was determined by GEOID03.
 LN0545
 LN0545;                    North         East     Units Scale Factor Converg.
 LN0545;SPC CO N     -   393,290.427   654,018.587   MT  0.99996076   -1 58 23.7
 LN0545;SPC CO N     - 1,290,320.34  2,145,725.98   sFT  0.99996076   -1 58 23.7
 LN0545;UTM  12      - 4,440,606.889   708,532.014   MT  1.00013535   +1 34 32.9
 LN0545
 LN0545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0545!SPC CO N     -   0.99961608  x   0.99996076  =   0.99957685
 LN0545!UTM  12      -   0.99961608  x   1.00013535  =   0.99975137
 LN0545
 LN0545|---------------------------------------------------------------------|
 LN0545| PID    Reference Object                     Distance      Geod. Az  |
 LN0545|                                                           dddmmss.s |
 LN0545| CP5443 GREASEWOOD RM 1                       8.623 METERS 03704     |
 LN0545| CP5444 GREASEWOOD RM 2                       8.709 METERS 12614     |
 LN0545| CP5442 GREASEWOOD AZ MK                                   1820558.9 |
 LN0545|---------------------------------------------------------------------|
 LN0545
 LN0545                          SUPERSEDED SURVEY CONTROL
 LN0545
 LN0545  NAD 83(1992)-  40 05 23.77087(N)    108 33 14.16959(W) AD(       ) 2
 LN0545  NAD 83(1986)-  40 05 23.76560(N)    108 33 14.16881(W) AD(       ) 2
 LN0545  NAD 27      -  40 05 23.87300(N)    108 33 11.81700(W) AD(       ) 2
 LN0545  NGVD 29 (07/19/86) 2463.3    (m)         8082.     (f) VERT ANG       
 LN0545
 LN0545.Superseded values are not recommended for survey control.
 LN0545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0545.See file dsdata.txt to determine how the superseded data were derived.
 LN0545
 LN0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK0853240607(NAD 83)
 LN0545_MARKER: DS = TRIANGULATION STATION DISK
 LN0545_SETTING: 0 = UNSPECIFIED SETTING
 LN0545
 LN0545  HISTORY     - Date     Condition        Report By
 LN0545  HISTORY     - 1937     MONUMENTED       CGS
 LN0545  HISTORY     - 1961     GOOD             USGS
 LN0545  HISTORY     - 1983     MARK NOT FOUND   BLM
 LN0545
 LN0545                          STATION DESCRIPTION
 LN0545
 LN0545'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LN0545'STATION IS LOCATED ABOUT 11 MILES DUE E OF THE VILLAGE OF
 LN0545'RANGELY, ON THE V VERNAL MEEKER HIGHWAY.  IT IS ABOUT 6 MILES
 LN0545'(AIR LINE) S FROM THE WHITBECK RANCH ON THE HIGHWAY AND WHITE
 LN0545'RIVER, AND IS ON A PROMINENT, ROUND, BALD HILL, ON THE N END
 LN0545'OF THE HIGH COUNTRY SHOWN ON THE MAPS AS CATHEDRAL BLUFFS.
 LN0545'LYING BETWEEN GREASEWOOD CREEK ON THE E AND SPRING CREEK ON THE
 LN0545'W.  IT OVERLOOKS ALL THE COUNTRY TO THE N BUT THE COUNTRY TO
 LN0545'THE S RISES ALONG BRUSHY, FLAT TOPS.
 LN0545'
 LN0545'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS SET IN
 LN0545'CONCRETE AT THE CENTER OF THE TOP OF A TILE WHICH IS EMBEDDED
 LN0545'IN THE GROUND.
 LN0545'
 LN0545'AZIMUTH MARK IS ABOUT 0.4 MILE WSW ON THE HILLSIDE AT THE EDGE
 LN0545'OF SOME BRUSH, ABOUT 100 YARDS W OF A FENCE FROM THE POINT
 LN0545'WHERE THE FENCE AND THE TRACK ROAD FROM THE E COME TOGETHER.
 LN0545'
 LN0545'STATION REACHED FROM RANGELY BY GOING E ON THE MAIN GRADED
 LN0545'HIGHWAY FOR 0.5 MILE TO A FORK.  KEEP LEFT FORK AND CONTINUE NE
 LN0545'AND E ON THE HIGHWAY FOR 16.1 MILES TO THE WHITBECK RANCH ON THE
 LN0545'RIGHT.  THE HOUSE SETS TO THE S OF THE ROAD ON A SMALL RISE AND
 LN0545'THE SHEDS AND CORRALS ARE ON THE N OF THE ROAD.  THERE IS A LARGE
 LN0545'METAL SHEEP SHED ON THE RIDGE ABOUT 200 YARDS TO THE E OF THE
 LN0545'HOUSE.  FROM THE RANCH PASS TO THE E OF THE HOUSE AND GO S ON
 LN0545'A BADLY WASHED TRACK ROAD FOR ABOUT 1.0 MILE TO A SIGN POST.
 LN0545'THERE TAKE RIGHT FORK AND GO W TO THE MAIN WASH.  SOME WORK
 LN0545'MAY BE NECESSARY TO CROSS THIS WASH, AFTER CROSSING FOLLOW THE
 LN0545'TRACK ROAD GENERALLY SSW UP THE VALLEY, THEN OUT ON THE RIDGE
 LN0545'AND FOLLOW THE TOP OF THE RIDGE ON THE TRACK ROAD FOR 6.0 MILES
 LN0545'TO THE END OF THE ROAD AT THE BASE OF THE STEEP BRUSHY HILL,
 LN0545'THIS POINT IS ABOUT 7.0 MILES FROM THE RANCH.  ABOUT 300
 LN0545'YARDS W OF A LONE SHACK IN THE CANYON TO THE LEFT AND IS ABOUT
 LN0545'ONE MILE N OF THE STATION.  THIS IS THE END OF TRUCK
 LN0545'TRAVEL.  FROM HERE PACK S UP THE HILL ON WASHED OUT STOCK
 LN0545'TRAILS TO THE TOP OF THE ROUND HILL AND STATION SITE, TIME OF
 LN0545'PACK IS ONE HOUR AND FIFTEEN MINUTES.
 LN0545'
 LN0545'THERE IS A ROAD TO THE STATION UP YELLOW CREEK, WASHED OUT AT
 LN0545'PRESENT, BUT REPAIRS ARE TO BE MADE.  FOR INFORMATION INQUIRE
 LN0545'AT THE F.C. CALDWELL RANCH.  TO REACH THIS RANCH FROM THE
 LN0545'WHITBECK RANCH, CONTINUE TOWARDS MEEKER ON THE MAIN ROAD FOR
 LN0545'4.1 MILES.  THENCE LEFT ON TRACK ROAD FOR 0.3 MILE.  THENCE
 LN0545'LEFT ONE MILE TO THE RANCH.
 LN0545
 LN0545                          STATION RECOVERY (1961)
 LN0545
 LN0545'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 LN0545'RECOVERED, NEW ROUTE DESCRIPTION AS FOLLOWS.
 LN0545'
 LN0545'TO REACH FROM RANGELY POST OFFICE, PROCEED E. ALONG STATE HIGHWAY 64
 LN0545'19.3 MI. TO ZANDY MOBLEY RANCH, WHERE KEY MUST BE OBTAINED TO REACH
 LN0545'STATION, THENCE E. ON HIGHWAY 64 0.4 MI. TO T-RD. S., FOLLOWING
 LN0545'MONUMENT GULCH, THENCE S. 0.8 MI. TO Y-RD., TAKE LEFT FORK SE. 0.3
 LN0545'MI. TO Y-RD., TAKE RIGHT FORK S. 1.0 MI. TO FENCE AND GATE (WHICH
 LN0545'WILL BE LOCKED), ROCK MONOLITH WILL BE NOTICED ON STEEP SIDE HILL
 LN0545'TO RIGHT, THENCE CANYON NAME, PROCEED THROUGH GATE, CONTINUE S. 3.9
 LN0545'MI. TO A T-RD. E. AT FENCE, PASS THROUGH GATE, THEN S. 1.2 MI. TO A
 LN0545'T-RD. E. AT FENCE, CONTINUE S. 0.7 MI. PAST HIGH TOP AND STATION,
 LN0545'TURN RIGHT OFF RD., PROCEED NW. CROSS COUNTRY ALONG RIDGE 0.1 MI.
 LN0545'TO TOP AND STATION.
 LN0545'
 LN0545'STATION MARK--STANDARD USC AND GS DISK SET IN CONCRETE AT CENTER OF
 LN0545'TOP OF TILE WHICH IS EMBEDDED IN GROUND.
 LN0545
 LN0545                          STATION RECOVERY (1983)
 LN0545
 LN0545'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1983 (KH)
 LN0545'GREASEWOOD 8085 1937 FROM WHICH STANDARD USC AND GS DISK SET IN
 LN0545'CONCRETE AT CENTER OF TOP OF TILE WHICH IS EMBEDDED IN GROUND AND
 LN0545'IS MARKED GREASEWOOD NO 1 1937, BEARS N 37 DEG 04.4 MIN E 28.28
 LN0545'FT. DIST. ALSO A
 LN0545'STANDARD USC AND GS DISK SET IN CONCRETE AT CENTER OF TOP OF TILE
 LN0545'WHICH IS EMBEDDED IN GROUND AND IS MARKED GREASEWOOD NO 2 1937,
 LN0545'BEARS S 53 DEG 48.3 MIN E 28.57 FT. DIST.
 LN0545'
 LN0545'STATION IS NOW ACCESSIBLE NEW COUNTY ROAD TO CALAMITY RIDGE.  AT
 LN0545'TOP OF RIDGE TURN NORTH AND FOLLOW DIRT ROAD ON TOP OF CALAMITY
 LN0545'RIDGE 3-1/2 MILES.  TURN OFF TO RIDGE IS IN SEC. 19, T1N R99W (W.
 LN0545'CENTRAL PORTION).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0677 ***********************************************************************
 LM0677  DESIGNATION -  GREAT DIVIDE
 LM0677  PID         -  LM0677
 LM0677  STATE/COUNTY-  CO/MOFFAT
 LM0677  USGS QUAD   -  GREAT DIVIDE (1969)
 LM0677
 LM0677                         *CURRENT SURVEY CONTROL
 LM0677  ___________________________________________________________________
 LM0677* NAD 83(1992)-  40 45 54.34029(N)    107 47 18.53765(W)     ADJUSTED  
 LM0677* NAVD 88     -      2242.3    (meters)    7357.     (feet)  VERTCON   
 LM0677  ___________________________________________________________________
 LM0677  LAPLACE CORR-           5.72  (seconds)                    DEFLEC99
 LM0677  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 LM0677
 LM0677  HORZ ORDER  -  SECOND
 LM0677
 LM0677.The horizontal coordinates were established by classical geodetic methods
 LM0677.and adjusted by the National Geodetic Survey in January 1993..
 LM0677
 LM0677.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0677
 LM0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0677
 LM0677.The geoid height was determined by GEOID03.
 LM0677
 LM0677;                    North         East     Units Scale Factor Converg.
 LM0677;SPC CO N     -   466,268.457   721,199.964   MT  0.99999709   -1 28 43.2
 LM0677;SPC CO N     - 1,529,749.10  2,366,136.88   sFT  0.99999709   -1 28 43.2
 LM0677;UTM  13      - 4,516,422.135   264,639.849   MT  1.00028187   -1 49 17.8
 LM0677
 LM0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0677!SPC CO N     -   0.99965073  x   0.99999709  =   0.99964782
 LM0677!UTM  13      -   0.99965073  x   1.00028187  =   0.99993251
 LM0677
 LM0677:                Primary Azimuth Mark                     Grid Az
 LM0677:SPC CO N     -  GREAT DIVIDE AZ MK                       058 50 11.7
 LM0677:UTM  13      -  GREAT DIVIDE AZ MK                       059 10 46.3
 LM0677
 LM0677|---------------------------------------------------------------------|
 LM0677| PID    Reference Object                     Distance      Geod. Az  |
 LM0677|                                                           dddmmss.s |
 LM0677| CP5448 GREAT DIVIDE AZ MK                                 0572128.5 |
 LM0677| CP5449 GREAT DIVIDE RM 1                    11.024 METERS 24657     |
 LM0677| CP5450 GREAT DIVIDE RM 2                     8.625 METERS 34810     |
 LM0677|---------------------------------------------------------------------|
 LM0677
 LM0677                          SUPERSEDED SURVEY CONTROL
 LM0677
 LM0677  NAD 83(1986)-  40 45 54.33976(N)    107 47 18.52916(W) AD(       ) 2
 LM0677  NAD 27      -  40 45 54.45600(N)    107 47 16.25900(W) AD(       ) 2
 LM0677  NGVD 29 (07/19/86) 2241.0    (m)         7352.     (f) VERT ANG       
 LM0677
 LM0677.Superseded values are not recommended for survey control.
 LM0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0677.See file dsdata.txt to determine how the superseded data were derived.
 LM0677
 LM0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF6464016422(NAD 83)
 LM0677_MARKER: DS = TRIANGULATION STATION DISK
 LM0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0677
 LM0677  HISTORY     - Date     Condition        Report By
 LM0677  HISTORY     - 1937     MONUMENTED       CGS
 LM0677
 LM0677                          STATION DESCRIPTION
 LM0677
 LM0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LM0677'THIS STATION IS LOCATED ABOUT 22 MILES NW OF CRAIG, COLORADO
 LM0677'ON THE HIGHEST POINT OF SOME SAGE COVERED HILLS KNOWN AS THE
 LM0677'GREAT DIVIDE.  IT IS ABOUT 0.5 MILE W OF CRAIG-GREAT DIVIDE
 LM0677'HIGHWAY.
 LM0677'
 LM0677'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 LM0677'DISKS SET IN CONCRETE.
 LM0677'
 LM0677'AZIMUTH MARK PROJECTS 10 INCHES.  MARK IS ON S END OF A LOW
 LM0677'RIDGE RUNNING N AND S ABOUT 0.6 MILE NE BY E OF STATION.
 LM0677'IT IS 70 YARDS S OF GRADED DIRT ROAD.
 LM0677'
 LM0677'TO REACH FROM CRAIG, AND FROM JUNCTION OF U.S. HIGHWAY 40 AND
 LM0677'STATE HIGHWAY 13 AT THE W EDGE OF TOWN, GO W ON U.S. HIGHWAY 40,
 LM0677'1.25 MILES TO A DIRT ROAD RIGHT AT SIGN READING BIG GULCH,
 LM0677'TIMBER LAKE, GREAT DIVIDE.  TURN RIGHT ON THIS ROAD AND GO
 LM0677'6.5 MILES TO FORK.  KEEP RIGHT FORK, MAIN-TRAVELED ROAD FOR
 LM0677'8.65 MILES TO ANOTHER FORK WITH LARGE SIGN BOARD IN FORK.
 LM0677'TAKE LEFT FORK FOR 8.8 MILES TO A MAIL BOX ON LEFT OF ROAD
 LM0677'AND TRACK ROAD THRU WIRE GATE ON RIGHT.  KEEP STRAIGHT AHEAD
 LM0677'ON MAIN-TRAVELED ROAD 0.35 MILE TO FORK WHERE MAIN-TRAVELED
 LM0677'ROAD STARTS DOWN HILL.  LEAVE MAIN ROAD, TAKE TRACK ROAD
 LM0677'LEFT, W, 0.5 MILE TO TOP OF HILL AND STATION.  STATION IS 18
 LM0677'FEET NW OF CENTER LINE OF TRACK ROAD.  CONCRETE MARK
 LM0677'PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1317 ***********************************************************************
 LL1317  DESIGNATION -  GREAT WEST SUGAR CO STACK
 LL1317  PID         -  LL1317
 LL1317  STATE/COUNTY-  CO/BOULDER
 LL1317  USGS QUAD   -  LONGMONT (1979)
 LL1317
 LL1317                         *CURRENT SURVEY CONTROL
 LL1317  ___________________________________________________________________
 LL1317* NAD 83(1992)-  40 09 32.60913(N)    105 04 33.18028(W)     ADJUSTED  
 LL1317* NAVD 88     -                                                        
 LL1317  ___________________________________________________________________
 LL1317  LAPLACE CORR-         -11.88  (seconds)                    DEFLEC99
 LL1317  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 LL1317
 LL1317  HORZ ORDER  -  THIRD
 LL1317
 LL1317.The horizontal coordinates were established by classical geodetic methods
 LL1317.and adjusted by the National Geodetic Survey in January 1993..
 LL1317
 LL1317
 LL1317.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1317
 LL1317.The geoid height was determined by GEOID03.
 LL1317
 LL1317;                    North         East     Units Scale Factor Converg.
 LL1317;SPC CO N     -   396,567.398   950,532.957   MT  0.99995812   +0 16 26.5
 LL1317;SPC CO N     - 1,301,071.54  3,118,540.21   sFT  0.99995812   +0 16 26.5
 LL1317;UTM  13      - 4,445,414.114   493,537.669   MT  0.99960051   -0 02 56.2
 LL1317
 LL1317                          SUPERSEDED SURVEY CONTROL
 LL1317
 LL1317  NAD 83(1986)-  40 09 32.60168(N)    105 04 33.17651(W) AD(       ) 4
 LL1317  NAD 27      -  40 09 32.66000(N)    105 04 31.23000(W) AD(       ) 3
 LL1317
 LL1317.Superseded values are not recommended for survey control.
 LL1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1317.See file dsdata.txt to determine how the superseded data were derived.
 LL1317
 LL1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE9353845414(NAD 83)
 LL1317_MARKER: 63 = STACK
 LL1317
 LL1317  HISTORY     - Date     Condition        Report By
 LL1317  HISTORY     - 1935     FIRST OBSERVED   CGS
 LL1317  HISTORY     - 1985     GOOD             NGS
 LL1317
 LL1317                          STATION DESCRIPTION
 LL1317
 LL1317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 LL1317'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) EAST-SOUTHEAST OF
 LL1317'DOWNTOWN LONGMONT AT THE SOUTHWEST CORNER OF THE INTERSECTION OF
 LL1317'SUGAR MILL ROAD AND NORTH 119 STREET, BOULDER COUNTY ROAD 3, AND IN
 LL1317'THE NORTHEAST QUARTER OF SECTION 11, T 2 N, R 69 W.
 LL1317'
 LL1317'THE TOP CENTER OF THE TALLEST CONCRETE STACK OF THE GW SUGAR MILL
 LL1317'WAS INTERSECTED.  THE STACK HAS A BLACK TOP AND A WHITE PAINTED
 LL1317'BOTTOM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1222 ***********************************************************************
 LL1222  DESIGNATION -  GREELEY
 LL1222  PID         -  LL1222
 LL1222  STATE/COUNTY-  CO/WELD
 LL1222  USGS QUAD   -  GREELEY (1980)
 LL1222
 LL1222                         *CURRENT SURVEY CONTROL
 LL1222  ___________________________________________________________________
 LL1222* NAD 83(1992)-  40 24 16.54898(N)    104 41 45.53431(W)     ADJUSTED  
 LL1222* NAVD 88     -      1461.     (meters)    4793.     (feet)  SCALED    
 LL1222  ___________________________________________________________________
 LL1222  LAPLACE CORR-          -6.40  (seconds)                    DEFLEC99
 LL1222  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 LL1222
 LL1222  HORZ ORDER  -  FIRST
 LL1222
 LL1222.The horizontal coordinates were established by classical geodetic methods
 LL1222.and adjusted by the National Geodetic Survey in January 1993..
 LL1222
 LL1222.The orthometric height was scaled from a topographic map.
 LL1222
 LL1222.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1222
 LL1222.The geoid height was determined by GEOID03.
 LL1222
 LL1222;                    North         East     Units Scale Factor Converg.
 LL1222;SPC CO N     -   424,053.892   982,649.476   MT  0.99996044   +0 31 10.2
 LL1222;SPC CO N     - 1,391,250.14  3,223,909.16   sFT  0.99996044   +0 31 10.2
 LL1222;UTM  13      - 4,472,709.458   525,797.115   MT  0.99960819   +0 11 49.4
 LL1222
 LL1222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1222!SPC CO N     -   0.99977374  x   0.99996044  =   0.99973419
 LL1222!UTM  13      -   0.99977374  x   0.99960819  =   0.99938202
 LL1222
 LL1222:                Primary Azimuth Mark                     Grid Az
 LL1222:SPC CO N     -  GREELY TALL TANK                         044 57 29.3
 LL1222:UTM  13      -  GREELY TALL TANK                         045 16 50.1
 LL1222
 LL1222|---------------------------------------------------------------------|
 LL1222| PID    Reference Object                     Distance      Geod. Az  |
 LL1222|                                                           dddmmss.s |
 LL1222| LL1221 GREELY TALL TANK                    APPROX. 2.2 KM 0452839.5 |
 LL1222| LL1218 KERSEY WATER TANK                   APPROX.11.6 KM 0992633.0 |
 LL1222| LL1223 PUEBLO CHEYENNE AIRWAY BCN 15       APPROX. 1.0 KM 1520003.2 |
 LL1222| CP8133 GREELEY RM 1                         20.118 METERS 18652     |
 LL1222| CP8132 GREELEY AZ MK                                      2865851.2 |
 LL1222| LL1277 PUEBLO CHEYENNE AIRWAY BCN 18       APPROX.47.8 KM 3482113.0 |
 LL1222| CP8134 GREELEY RM 2                         20.064 METERS 35056     |
 LL1222| LL1260 PUEBLO CHEYENNE AIRWAY BCN 16       APPROX.19.8 KM 3512614.6 |
 LL1222|---------------------------------------------------------------------|
 LL1222
 LL1222                          SUPERSEDED SURVEY CONTROL
 LL1222
 LL1222  NAD 83(1986)-  40 24 16.53293(N)    104 41 45.53534(W) AD(       ) 1
 LL1222  NAD 27      -  40 24 16.60500(N)    104 41 43.66200(W) AD(       ) 1
 LL1222
 LL1222.Superseded values are not recommended for survey control.
 LL1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1222.See file dsdata.txt to determine how the superseded data were derived.
 LL1222
 LL1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE2579772709(NAD 83)
 LL1222_MARKER: DS = TRIANGULATION STATION DISK
 LL1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1222
 LL1222  HISTORY     - Date     Condition        Report By
 LL1222  HISTORY     - 1935     MONUMENTED       CGS
 LL1222
 LL1222                          STATION DESCRIPTION
 LL1222
 LL1222'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LL1222'STATION IS LOCATED IN THE SOUTHWEST PART OF THE CITY OF GREELEY,
 LL1222'COLORADO, ON LAND OWNED BY MR. J.M.B. PETRIKIN, ABOUT 50 YARDS
 LL1222'NORTHWEST OF HIS LARGE BRICK HOUSE.  2 CITY BLOCKS SOUTH OF
 LL1222'COLORADO STATE TEACHERS COLLEGE, 2.5 BLOCKS WEST OF U.S. HIGHWAY
 LL1222'85, ABOUT 100 YARDS SOUTHWEST OF A 50-FOOT OBSERVATION TOWER,
 LL1222'116 FEET NORTH OF MR. PETRIKINS GARAGE, 41 FEET WEST OF
 LL1222'CENTERLINE OF A NORTH-SOUTH ROAD, AND 12 EAST OF A WOVEN-WIRE
 LL1222'FENCE.  THE MARK IS SET FLUSH WITH THE GROUND.
 LL1222'
 LL1222'REFERENCE MARK NO. 1, IS SOUTH OF THE STATION, 1
 LL1222'FOOT EAST OF A WOVEN-WIRE FENCE, 18 FEET NORTH OF GARAGE, AND
 LL1222'50 FEET WEST OF A NORTH-SOUTH ROAD.  THE MARK PROJECTS 1 INCH.
 LL1222'
 LL1222'REFERENCE MARK NO. 2, IS NORTH-NORTHWEST OF STATION,
 LL1222'1 FOOT EAST OF A CONCRETE POST SET IN A WOVEN-WIRE FENCE, 30
 LL1222'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK HOUSE, AND
 LL1222'50 FEET WEST OF A NORTH-SOUTH STREET.  THE MARK IS SET FLUSH
 LL1222'WITH THE GROUND.
 LL1222'
 LL1222'THE AZIMUTH MARK, IS ABOUT 0.6 MILE WEST-NORTHWEST
 LL1222'OF THE STATION ON THE NORTH SIDE OF A GRADED SUBURB ROAD THAT
 LL1222'RUNS EAST-WEST ABOUT 0.1 MILE NORTH OF THE STATION.  IT IS IN
 LL1222'THE FENCE LINE, 45 FEET NORTH OF CENTERLINE OF THE EAST-WEST
 LL1222'ROAD, AND 70 FEET WEST OF A ROAD INTERSECTION.  THE MARK
 LL1222'PROJECTS 3 INCHES.
 LL1222'
 LL1222'STATION WAS REACHED FROM THE GREELEY, COLORADO POST OFFICE BY
 LL1222'GOING SOUTH ON U.S. HIGHWAY 85 FOR 1.4 MILES TO 21ST STREET,
 LL1222'THENCE RIGHT (WEST) 0.2 MILE TO THE STATION.
 LL1222'
 LL1222'A 50-FOOT TOWER CLEARED ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1224 ***********************************************************************
 LL1224  DESIGNATION -  GREELEY SUGAR FACTORY CHIMNEY
 LL1224  PID         -  LL1224
 LL1224  STATE/COUNTY-  CO/WELD
 LL1224  USGS QUAD   -  GREELEY (1980)
 LL1224
 LL1224                         *CURRENT SURVEY CONTROL
 LL1224  ___________________________________________________________________
 LL1224* NAD 83(1992)-  40 25 05.81337(N)    104 40 36.07077(W)     ADJUSTED  
 LL1224* NAVD 88     -                                                        
 LL1224  ___________________________________________________________________
 LL1224  LAPLACE CORR-          -5.96  (seconds)                    DEFLEC99
 LL1224  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 LL1224
 LL1224  HORZ ORDER  -  THIRD
 LL1224
 LL1224.The horizontal coordinates were established by classical geodetic methods
 LL1224.and adjusted by the National Geodetic Survey in January 1993..
 LL1224
 LL1224
 LL1224.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1224
 LL1224.The geoid height was determined by GEOID03.
 LL1224
 LL1224;                    North         East     Units Scale Factor Converg.
 LL1224;SPC CO N     -   425,588.364   984,273.180   MT  0.99996111   +0 31 55.1
 LL1224;SPC CO N     - 1,396,284.49  3,229,236.26   sFT  0.99996111   +0 31 55.1
 LL1224;UTM  13      - 4,474,234.231   527,428.852   MT  0.99960926   +0 12 34.7
 LL1224
 LL1224                          SUPERSEDED SURVEY CONTROL
 LL1224
 LL1224  NAD 83(1986)-  40 25 05.79948(N)    104 40 36.06504(W) AD(       ) 4
 LL1224  NAD 27      -  40 25 05.87000(N)    104 40 34.20000(W) AD(       ) 3
 LL1224
 LL1224.Superseded values are not recommended for survey control.
 LL1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1224.See file dsdata.txt to determine how the superseded data were derived.
 LL1224
 LL1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE2742974234(NAD 83)
 LL1224_MARKER: 85 = CHIMNEY
 LL1224
 LL1224  HISTORY     - Date     Condition        Report By
 LL1224  HISTORY     - 1912     FIRST OBSERVED   CGS
 LL1224  HISTORY     - 1959     GOOD             CGS
 LL1224  HISTORY     - 1974     GOOD             NGS
 LL1224
 LL1224                          STATION DESCRIPTION
 LL1224
 LL1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (LFV)
 LL1224'STATION RECOVERED BUT NOT VISITED.  ANGLES OBSERVED AT DEWEY
 LL1224'(USGS 1912) 1935, CHECK PUBLISHED DATA.
 LL1224
 LL1224                          STATION RECOVERY (1974)
 LL1224
 LL1224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JVD)
 LL1224'NO PREVIOUS DESCRIPION AVAILABLE.  THE STATION IS A TALL WHITE
 LL1224'CHIMNEY WITH A BLACK STRIPE NEAR THE TOP LOCATED ON THE PREMISES OF
 LL1224'THE GREAT WESTERN SUGAR CO. ON THE EAST EDGE OF GREELEY.  WHEN AN
 LL1224'ATTEMPT WAS MADE TO USE THIS STATION, POOR AZIMUTH CHECKS WERE
 LL1224'OBTAINED.
 LL1224'
 LL1224'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GREELEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1221 ***********************************************************************
 LL1221  DESIGNATION -  GREELY TALL TANK
 LL1221  PID         -  LL1221
 LL1221  STATE/COUNTY-  CO/WELD
 LL1221  USGS QUAD   -  GREELEY (1980)
 LL1221
 LL1221                         *CURRENT SURVEY CONTROL
 LL1221  ___________________________________________________________________
 LL1221* NAD 83(1992)-  40 25 07.49140(N)    104 40 37.75404(W)     ADJUSTED  
 LL1221* NAVD 88     -                                                        
 LL1221  ___________________________________________________________________
 LL1221  LAPLACE CORR-          -5.97  (seconds)                    DEFLEC99
 LL1221  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 LL1221
 LL1221  HORZ ORDER  -  THIRD
 LL1221
 LL1221.The horizontal coordinates were established by classical geodetic methods
 LL1221.and adjusted by the National Geodetic Survey in January 1993..
 LL1221
 LL1221
 LL1221.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1221
 LL1221.The geoid height was determined by GEOID03.
 LL1221
 LL1221;                    North         East     Units Scale Factor Converg.
 LL1221;SPC CO N     -   425,639.750   984,233.019   MT  0.99996113   +0 31 54.0
 LL1221;SPC CO N     - 1,396,453.08  3,229,104.50   sFT  0.99996113   +0 31 54.0
 LL1221;UTM  13      - 4,474,285.825   527,388.996   MT  0.99960923   +0 12 33.6
 LL1221
 LL1221                          SUPERSEDED SURVEY CONTROL
 LL1221
 LL1221  NAD 83(1986)-  40 25 07.47760(N)    104 40 37.74845(W) AD(       ) 4
 LL1221  NAD 27      -  40 25 07.55000(N)    104 40 35.91000(W) AD(       ) 3
 LL1221
 LL1221.Superseded values are not recommended for survey control.
 LL1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1221.See file dsdata.txt to determine how the superseded data were derived.
 LL1221
 LL1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE2738974286(NAD 83)
 LL1221_MARKER: 51 = TANK
 LL1221
 LL1221  HISTORY     - Date     Condition        Report By
 LL1221  HISTORY     - 1912     FIRST OBSERVED   CGS
 LL1221  HISTORY     - 1959     GOOD             CGS
 LL1221  HISTORY     - 1974     GOOD             NGS
 LL1221
 LL1221                          STATION DESCRIPTION
 LL1221
 LL1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (LFV)
 LL1221'STATION RECOVERED BUT NOT VISITED.  ANGLES OBSERVED AT DEWEY
 LL1221'(USGS 1912) 1935, CHECK PUBLISHED DATA.
 LL1221
 LL1221                          STATION RECOVERY (1974)
 LL1221
 LL1221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JVD)
 LL1221'NO PREVIOUS DESCRIPTION AVAILABLE.  THE STATION IS A TANK ON FOUR
 LL1221'LEGS LOCATED ON THE PREMISES OF THE GREAT WESTERN SUGAR CO. ON THE
 LL1221'EAST EDGE OF GREELEY.
 LL1221'
 LL1221'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT GREELEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0272 ***********************************************************************
 KM0272  DESIGNATION -  GREEN
 KM0272  PID         -  KM0272
 KM0272  STATE/COUNTY-  CO/RIO BLANCO
 KM0272  USGS QUAD   -  ROCK SCHOOL (1952)
 KM0272
 KM0272                         *CURRENT SURVEY CONTROL
 KM0272  ___________________________________________________________________
 KM0272* NAD 83(1992)-  39 49 55.30163(N)    108 15 51.47373(W)     ADJUSTED  
 KM0272* NAVD 88     -      2008.7    (meters)    6590.     (feet)  VERTCON   
 KM0272  ___________________________________________________________________
 KM0272  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 KM0272  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 KM0272
 KM0272  HORZ ORDER  -  THIRD
 KM0272
 KM0272.The horizontal coordinates were established by classical geodetic methods
 KM0272.and adjusted by the National Geodetic Survey in January 1993..
 KM0272
 KM0272.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0272
 KM0272.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0272
 KM0272.The geoid height was determined by GEOID03.
 KM0272
 KM0272;                    North         East     Units Scale Factor Converg.
 KM0272;SPC CO N     -   363,858.487   677,812.618   MT  0.99998338   -1 47 10.0
 KM0272;SPC CO N     - 1,193,759.05  2,223,790.23   sFT  0.99998338   -1 47 10.0
 KM0272;UTM  12      - 4,412,695.688   734,105.994   MT  1.00027477   +1 45 11.2
 KM0272
 KM0272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0272!SPC CO N     -   0.99968753  x   0.99998338  =   0.99967092
 KM0272!UTM  12      -   0.99968753  x   1.00027477  =   0.99996221
 KM0272
 KM0272:                Primary Azimuth Mark                     Grid Az
 KM0272:SPC CO N     -  SAGEBRUSH                                248 14 47.7
 KM0272:UTM  12      -  SAGEBRUSH                                244 42 26.5
 KM0272
 KM0272|---------------------------------------------------------------------|
 KM0272| PID    Reference Object                     Distance      Geod. Az  |
 KM0272|                                                           dddmmss.s |
 KM0272| KM0274 SAGEBRUSH                           APPROX. 4.0 KM 2462737.7 |
 KM0272|---------------------------------------------------------------------|
 KM0272
 KM0272                          SUPERSEDED SURVEY CONTROL
 KM0272
 KM0272  NAD 83(1986)-  39 49 55.29575(N)    108 15 51.46769(W) AD(       ) 3
 KM0272  NAD 27      -  39 49 55.39096(N)    108 15 49.16144(W) AD(       ) 3
 KM0272  NGVD 29 (07/19/86) 2007.4    (m)         6586.     (f) VERT ANG       
 KM0272
 KM0272.Superseded values are not recommended for survey control.
 KM0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0272.See file dsdata.txt to determine how the superseded data were derived.
 KM0272
 KM0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYK3410612696(NAD 83)
 KM0272_MARKER: DD = SURVEY DISK
 KM0272_SETTING: 0 = UNSPECIFIED SETTING
 KM0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0272
 KM0272  HISTORY     - Date     Condition        Report By
 KM0272  HISTORY     - 1950     MONUMENTED       USGS
 KM0272
 KM0272                          STATION DESCRIPTION
 KM0272
 KM0272'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KM0272'STATION IS LOCATED ABOUT 7 MI. N. AND 3.75 MI. W. OF RIO BLANCO,
 KM0272'COLORADO, NEAR CENTER SECTION 34, T 2 S, R 97 W.
 KM0272'
 KM0272'TO REACH FROM THE POST OFFICE IN RIO BLANCO, PROCEED W. ON HIGHWAY 326
 KM0272'22.0 MI. TO T-RD. S.  THENCE S. 1.2 MI. TO T-RD. SE.  THENCE SE. 0.5
 KM0272'MI. TO RIDGE.  THENCE UP RIDGE 0.6 MI. SE. TO STATION.  STATION LIES
 KM0272'ABOUT 70 FT. W. FROM LINE OF FOREST ON E. SLOPE OF HILL.  STATION IS
 KM0272'LOCATED IN LARGE CLEARING ON TOP OF RIDGE.
 KM0272'
 KM0272'STATION MARK--STANDARD TABLET, SET IN TOP OF A 4 IN. IRON PIPE,
 KM0272'PROJECTING 4 IN. ABOVE SURFACE AND STAMPED ---R-GREEN 1950---.
 KM0272'
 KM0272'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0755 ***********************************************************************
 JJ0755  DESIGNATION -  GREEN
 JJ0755  PID         -  JJ0755
 JJ0755  STATE/COUNTY-  CO/CHEYENNE
 JJ0755  USGS QUAD   -  CHEYENNE WELLS (1982)
 JJ0755
 JJ0755                         *CURRENT SURVEY CONTROL
 JJ0755  ___________________________________________________________________
 JJ0755* NAD 83(1992)-  38 46 10.91663(N)    102 15 32.09741(W)     ADJUSTED  
 JJ0755* NAVD 88     -      1274.     (meters)    4180.     (feet)  SCALED    
 JJ0755  ___________________________________________________________________
 JJ0755  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 JJ0755  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 JJ0755
 JJ0755  HORZ ORDER  -  SECOND
 JJ0755
 JJ0755.The horizontal coordinates were established by classical geodetic methods
 JJ0755.and adjusted by the National Geodetic Survey in January 1993..
 JJ0755
 JJ0755.The orthometric height was scaled from a topographic map.
 JJ0755
 JJ0755.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0755
 JJ0755.The geoid height was determined by GEOID03.
 JJ0755
 JJ0755;                    North         East     Units Scale Factor Converg.
 JJ0755;SPC CO C     -   413,767.544 1,196,000.052   MT  0.99995253   +2 02 38.8
 JJ0755;SPC CO C     - 1,357,502.35  3,923,876.84   sFT  0.99995253   +2 02 38.8
 JJ0755;UTM  13      - 4,294,788.956   738,142.592   MT  1.00029841   +1 43 02.1
 JJ0755
 JJ0755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0755!SPC CO C     -   0.99980367  x   0.99995253  =   0.99975621
 JJ0755!UTM  13      -   0.99980367  x   1.00029841  =   1.00010202
 JJ0755
 JJ0755|---------------------------------------------------------------------|
 JJ0755| PID    Reference Object                     Distance      Geod. Az  |
 JJ0755|                                                           dddmmss.s |
 JJ0755| CM8210 GREEN RM 3                            7.800 METERS 08059     |
 JJ0755| CM8208 GREEN RM 1                           76.876 METERS 10446     |
 JJ0755| CM8209 GREEN RM 2                           24.845 METERS 22121     |
 JJ0755| CM8207 GREEN AZ MK                                        2680502.1 |
 JJ0755| JJ0763 GREEN AZ MK 2                       APPROX. 0.6 KM 2700400.0 |
 JJ0755| JJ0762 GREEN 2                              20.661 METERS 31159     |
 JJ0755|---------------------------------------------------------------------|
 JJ0755
 JJ0755                          SUPERSEDED SURVEY CONTROL
 JJ0755
 JJ0755  NAD 83(1986)-  38 46 10.91526(N)    102 15 32.09560(W) AD(       ) 2
 JJ0755  NAD 27      -  38 46 10.88533(N)    102 15 30.42728(W) AD(       ) 2
 JJ0755
 JJ0755.Superseded values are not recommended for survey control.
 JJ0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0755.See file dsdata.txt to determine how the superseded data were derived.
 JJ0755
 JJ0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC3814394789(NAD 83)
 JJ0755_MARKER: DS = TRIANGULATION STATION DISK
 JJ0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0755+SATELLITE: SATELLITE OBSERVATIONS - 1986
 JJ0755
 JJ0755  HISTORY     - Date     Condition        Report By
 JJ0755  HISTORY     - 1954     MONUMENTED       CGS
 JJ0755  HISTORY     - 1971     GOOD             USE
 JJ0755  HISTORY     - 1974     SEE DESCRIPTION  USGS
 JJ0755  HISTORY     - 1975     GOOD             NGS
 JJ0755  HISTORY     - 1979     GOOD             NGS
 JJ0755  HISTORY     - 1986     GOOD
 JJ0755
 JJ0755                          STATION DESCRIPTION
 JJ0755
 JJ0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0755'THE STATION IS LOCATED ON THE NORTH SIDE OF AN EAST-WEST ROAD,
 JJ0755'ABOUT 6 MILES AIRLINE SOUTHEAST OF CHEYENNE WELLS, ABOUT 21
 JJ0755'MILES AIRLINE NORTH OF SHERIDAN LAKE, AND ABOUT 28 MILES
 JJ0755'AIRLINE EAST OF KIT CARSON.
 JJ0755'
 JJ0755'TO REACH THE STATION FROM THE POST OFFICE IN SHERIDAN LAKE
 JJ0755'GO NORTH ON STATE HIGHWAY 51 FOR 21.9 MILES TO A CROSS ROAD.
 JJ0755'TURN RIGHT AND GO EAST 3.8 MILES TO A WITNESS POST AND THE
 JJ0755'STATION ON THE LEFT.
 JJ0755'
 JJ0755'THE STATION MARK IS A STANDARD DISK STAMPED GREEN 1954 SET
 JJ0755'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 JJ0755'2 INCHES ABOVE THE GROUND.  IT IS 32 FEET NORTH OF THE
 JJ0755'CENTERLINE OF AN EAST-WEST ROAD, 7 FEET EAST OF A WITNESS
 JJ0755'POST, AND ABOUT 230 FEET WEST OF THE CENTERLINE OF A NORTH-SOUTH
 JJ0755'ROAD.
 JJ0755'
 JJ0755'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED GREEN
 JJ0755'NO 1 1954 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 JJ0755'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 1 FOOT WEST OF A
 JJ0755'FENCE LINE, 5 FEET SOUTH OF A FENCE CORNER, 35 FEET SOUTH
 JJ0755'OF THE CENTERLINE OF AN EAST-WEST ROAD, 29 FEET EAST OF THE
 JJ0755'CENTERLINE OF A NORTH-SOUTH ROAD, AND 9 FEET LOWER THAN THE
 JJ0755'STATION.
 JJ0755'
 JJ0755'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED GREEN
 JJ0755'NO 2 1954 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 JJ0755'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 1 FOOT
 JJ0755'SOUTH OF A FENCE LINE, 31 FEET SOUTH OF THE CENTERLINE OF AN
 JJ0755'EAST-WEST ROAD, AND THE SAME ELEVATION AS THE STATION.
 JJ0755'
 JJ0755'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GREEN 1954 SET
 JJ0755'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 JJ0755'2 INCHES ABOVE THE GROUND.  IT IS 1 FOOT SOUTH OF A FENCE
 JJ0755'LINE AND 31 FEET SOUTH OF THE CENTERLINE OF AN EAST-WEST
 JJ0755'ROAD.  TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST
 JJ0755'0.35 MILE TO THE AZIMUTH MARK ON THE LEFT.
 JJ0755
 JJ0755                          STATION RECOVERY (1971)
 JJ0755
 JJ0755'RECOVERY NOTE BY US ENGINEERS 1971 (M)
 JJ0755'RM NO. 1 RECOVERED IN GOOD CONDITION.  STATION IS STILL INTACT BUT
 JJ0755'GROUND HAS BEEN WASHED AWAY FROM THE SOUTH SIDE OF THE MONUMENT
 JJ0755'AND MAY BE DESTROYED IN THE NEAR FUTURE.  RM NO. 2 AND AZIMUTH
 JJ0755'FOUND LAYING ON THEIR SIDE.
 JJ0755'
 JJ0755'NEW ROUTE DESCRIPTION FOLLOWS--TO REACH THE STATION FROM THE
 JJ0755'JUNCTION OF U.S. HWYS 40, AND 385 AND STATE HWY 51 (ONE MILE EAST OF
 JJ0755'CHEYENNE WELLS, COLO.), GO SOUTH ON HWY 51-385 FOR 3.6 MILES TO A
 JJ0755'CROSS ROAD.  TURN LEFT (EAST) AND GO 3.95 MILES TO THE STATION
 JJ0755'ON THE LEFT.
 JJ0755
 JJ0755                          STATION RECOVERY (1974)
 JJ0755
 JJ0755'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (RCF)
 JJ0755'THE STATION AND REF. MARKS WERE FOUND.  THE STATION MARK IS
 JJ0755'SETTING AT THE NORTH EDGE OF BORROW PIT AND MAY NOT STAY
 JJ0755'IN PLACE VERY LONG.  THE AZIMUTH MARK HAS BEEN DESTROYED
 JJ0755'BY ROAD CONSTRUCTION.
 JJ0755
 JJ0755                          STATION RECOVERY (1975)
 JJ0755
 JJ0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JJ0755'STATION MARK AND REFERENCE MARK NUMBER 1 WERE RECOVERED IN GOOD
 JJ0755'CONDITION.  REFERENCE MARK NUMBER 2 WAS NOT FOUND.  THE AZIMUTH
 JJ0755'MARK WAS FOUND LYING IN A DITCH.  A REFERENCE MARK 3 AND AN
 JJ0755'AZIMUTH MARK WERE SET AT THIS TIME.
 JJ0755'
 JJ0755'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 385
 JJ0755'WHICH IS AT THE EAST EDGE OF CHEYENNE WELLS.  GO SOUTH ON HIGHWAY
 JJ0755'385 FOR 3.6 MILES TO A GRAVELED CROSSROAD.  TURN LEFT AND GO EAST
 JJ0755'ON A GRAVELED ROAD FOR 3.55 MILES TO THE AZIMUTH MARK ON THE LEFT,
 JJ0755'INSIDE FENCED RANGE.  CONTINUE EAST ON ROAD FOR 0.35 MILE TO THE
 JJ0755'STATION MARK ON THE LEFT.
 JJ0755'
 JJ0755'STATION MARK DISK IS STAMPED GREEN 1954, SET IN THE TOP OF A
 JJ0755'SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES.  MARK IS 29-1/2 FEET
 JJ0755'NORTH OF THE EAST-WEST GRAVELED ROAD, 2.8 FEET SOUTH OF A METAL
 JJ0755'WITNESS POST AND 2.4 FEET SOUTH OF AN EAST-WEST FENCELINE.
 JJ0755'
 JJ0755'REFERENCE MARK NUMBER 1 DISK IS STAMPED GREEN NO 1 1954, SET IN
 JJ0755'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES.  MARK IS
 JJ0755'43 FEET SOUTHEAST OF A GRAVELED ROADS INTERSECTION, 35 FEET SOUTH
 JJ0755'OF AN EAST-WEST GRAVELED ROAD, 29 FEET EAST OF A NORTH-SOUTH
 JJ0755'GRAVELED ROAD, 4.0 FEET SOUTH OF A POWERLINE POLE AND FENCECORNER
 JJ0755'AND 3.4 FEET WEST OF A NORTH-SOUTH FENCELINE.
 JJ0755'
 JJ0755'REFERENCE MARK NUMBER 3 DISK IS STAMPED GREEN 1954 NO 3 1975,
 JJ0755'CLAMPED TO THE TOP OF A COPPER COVERED STEEL ROD WHICH IS
 JJ0755'ATTACHED TO AN OCTAGON SHAPED STEEL PLATE THAT IS BURRIED IN
 JJ0755'THE GROUND.  DISK IS ABOUT 1 INCH ABOVE THE GROUND.  MARK IS 35
 JJ0755'FEET NORTH OF THE EAST-WEST GRAVELED ROAD, 25 FEET EAST OF THE
 JJ0755'METAL WITNESS POST AND 1.3 FEET NORTH OF EAST-WEST FENCELINE.
 JJ0755'
 JJ0755'AZIMUTH MARK IS A REFERENCE MARK DISK, STAMPED GREEN 1954 AZ 2 1975,
 JJ0755'SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 3 INCHES.
 JJ0755'MARK IS 39 FEET NORTH OF THE EAST-WEST GRAVELED ROAD, 2.8 FEET
 JJ0755'NORTH OF THE EAST-WEST FENCELINE AND 1.8 FEET NORTH OF A METAL
 JJ0755'WITNESS POST.
 JJ0755'
 JJ0755'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SE OF
 JJ0755'CHEYENNE WELLS.
 JJ0755
 JJ0755                          STATION RECOVERY (1979)
 JJ0755
 JJ0755'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 JJ0755'STATION MARK, REFERENCE MARKS 1, 2 AND AZIMUTH MARK WERE RECOVERED IN
 JJ0755'GOOD CONDITION.  DISTANCE AND DIRECTION TO REFERENCE MARKS CHECKED
 JJ0755'FAVORABLY.  THE STATION MARK WAS MOVED AT THIS TIME AS IT WAS IN
 JJ0755'DANGER OF BEING DESTROYED IN NEAR FUTURE.  THE REFERENCE MARKS AND
 JJ0755'AZIMUTH MARK WERE PRESERVED AND TIED TO NEW STATION GREEN 2.
 JJ0755
 JJ0755                          STATION RECOVERY (1986)
 JJ0755
 JJ0755'RECOVERED 1986
 JJ0755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1978 ***********************************************************************
 KK1978  DESIGNATION -  GREEN
 KK1978  PID         -  KK1978
 KK1978  STATE/COUNTY-  CO/JEFFERSON
 KK1978  USGS QUAD   -  GREEN MOUNTAIN (1984)
 KK1978
 KK1978                         *CURRENT SURVEY CONTROL
 KK1978  ___________________________________________________________________
 KK1978* NAD 83(1992)-  39 18 19.22528(N)    105 18 00.53501(W)     ADJUSTED  
 KK1978* NAVD 88     -      3178.3    (meters)   10427.     (feet)  VERTCON   
 KK1978  ___________________________________________________________________
 KK1978  LAPLACE CORR-         -13.30  (seconds)                    DEFLEC99
 KK1978  GEOID HEIGHT-         -14.29  (meters)                     GEOID03
 KK1978
 KK1978  HORZ ORDER  -  SECOND
 KK1978
 KK1978.The horizontal coordinates were established by classical geodetic methods
 KK1978.and adjusted by the National Geodetic Survey in January 1993..
 KK1978
 KK1978.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1978
 KK1978.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1978
 KK1978.The geoid height was determined by GEOID03.
 KK1978
 KK1978;                    North         East     Units Scale Factor Converg.
 KK1978;SPC CO C     -   468,224.040   931,638.571   MT  0.99994225   +0 07 33.8
 KK1978;SPC CO C     - 1,536,165.04  3,056,550.88   sFT  0.99994225   +0 07 33.8
 KK1978;UTM  13      - 4,350,704.358   474,121.658   MT  0.99960825   -0 11 24.5
 KK1978
 KK1978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1978!SPC CO C     -   0.99950384  x   0.99994225  =   0.99944612
 KK1978!UTM  13      -   0.99950384  x   0.99960825  =   0.99911229
 KK1978
 KK1978|---------------------------------------------------------------------|
 KK1978| PID    Reference Object                     Distance      Geod. Az  |
 KK1978|                                                           dddmmss.s |
 KK1978| KK1979 142 RM 2                             10.428 METERS 20309     |
 KK1978| KK1977 FREEMAN PK                          APPROX. 6.7 KM 2403406.4 |
 KK1978| CP6149 GREEN RM                              3.097 METERS 27547     |
 KK1978|---------------------------------------------------------------------|
 KK1978
 KK1978                          SUPERSEDED SURVEY CONTROL
 KK1978
 KK1978  NAD 83(1986)-  39 18 19.22041(N)    105 18 00.53708(W) AD(       ) 2
 KK1978  NAD 27      -  39 18 19.26062(N)    105 17 58.55319(W) AD(       ) 2
 KK1978  NGVD 29 (07/19/86) 3177.0    (m)        10423.     (f) VERT ANG       
 KK1978
 KK1978.Superseded values are not recommended for survey control.
 KK1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1978.See file dsdata.txt to determine how the superseded data were derived.
 KK1978
 KK1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7412250704(NAD 83)
 KK1978_MARKER: DD = SURVEY DISK
 KK1978_SETTING: 80 = SET IN A BOULDER
 KK1978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1978+STABILITY: SURFACE MOTION
 KK1978
 KK1978  HISTORY     - Date     Condition        Report By
 KK1978  HISTORY     - 1944     MONUMENTED       USGS
 KK1978  HISTORY     - 1977     GOOD             CO-059
 KK1978
 KK1978                          STATION DESCRIPTION
 KK1978
 KK1978'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 KK1978'LOCATED ABOUT 11 MI. SE. OF BAILEY, ON HIGHEST POINT OF PROMINENT
 KK1978'MOUNTAIN BY SAME NAME.  MOUNTAIN SLOPES VERY SLIGHTLY N. AND S. FROM
 KK1978'STATION.
 KK1978'
 KK1978'STATION MARK--STANDARD TABLET STAMPED ---GREEN 1944---, SET IN HUGE
 KK1978'GRANITE BOULDER AT CENTER OF HIGHEST POINT.
 KK1978'
 KK1978'REFERENCE MARK--STANDARD REFERENCE TABLET SET IN GRANITE, 10.50 FT.
 KK1978'DISTANT FROM STATION MARK, S 83 DEG 46 MIN E.
 KK1978
 KK1978                          STATION RECOVERY (1977)
 KK1978
 KK1978'RECOVERY NOTE BY JEFFERSON COUNTY COLORADO 1977 (LCH)
 KK1978'THE STATION IS LOCATED 3 MILES EAST OF WELLINGTON LAKE, ATOP
 KK1978'GREEN MOUNTAIN IN THE SOUTHEAST 1/4 OF SECTION 35, T 8 S,
 KK1978'R 71 W.
 KK1978'
 KK1978'TO REACH THIS STATION FROM WELLINGTON LAKE, GO SOUTHEAST ON
 KK1978'CABIN CREEK ROAD FOR 0.6 MILE TO THE EAST TIP OF THE LAKE.
 KK1978'CONTINUE SOUTHEAST ON CABIN CREEK ROAD 1.5 MILES TO A 4-WHEEL
 KK1978'DRIVE ROAD TO THE NORTHEAST, JUST 100 YARDS SHORT OF THE
 KK1978'HIGHEST POINT OR SADDLE IN CABIN CREEK ROAD.  TURN LEFT ONTO
 KK1978'THE 4-WHEEL DRIVE ROAD AND GO 1.5 MILES TO THE ROADS HIGHEST
 KK1978'POINT ON THE SOUTHWEST SLOPE OF GREEN MOUNTAIN.  BEGIN THE 2
 KK1978'HOUR PACK NORTHEAST TO THE HIGHEST POINT.
 KK1978'
 KK1978'THE STATION MARK, STAMPED---U.S.G.S. BENCH MARK GREEN 1944---,
 KK1978'IS A 4-INCH BRONZE DISK CEMENTED IN A DRILL HOLE IN THE OUTCROP
 KK1978'THAT IS ABOUT 4 FEET HIGHER THAN THE 20 FOOT SQUARE FLAT
 KK1978'AREA ON THE MOUNTAIN.
 KK1978'
 KK1978'REFERENCE MARK 1, STAMPED---U.S.G.S. REFERENCE MARK GREEN
 KK1978'1944---, IS A 4-INCH BRONZE DISK CEMENTED IN A DRILL HOLE IN
 KK1978'BEDROCK NEAR THE WEST EDGE OF THE FLAT AREA, 10 FEET WEST OF THE
 KK1978'4 FOOT HIGH OUTCROP.
 KK1978'
 KK1978'REFERENCE MARK 2, STAMPED---142 JCMD RM 2 1977---, IS A
 KK1978'4-INCH BRONZE DISK CEMENTED IN A DRILL HOLE IN THE BEDROCK
 KK1978'OUTCROP, 34 FEET SOUTH OF THE HIGHEST OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1336 ***********************************************************************
 JK1336  DESIGNATION -  GREEN
 JK1336  PID         -  JK1336
 JK1336  STATE/COUNTY-  CO/PUEBLO
 JK1336  USGS QUAD   -  PIERCE GULCH (1994)
 JK1336
 JK1336                         *CURRENT SURVEY CONTROL
 JK1336  ___________________________________________________________________
 JK1336* NAD 83(1992)-  38 26 36.28094(N)    104 55 37.00230(W)     ADJUSTED  
 JK1336* NAVD 88     -      1734.9    (meters)    5692.     (feet)  VERTCON   
 JK1336  ___________________________________________________________________
 JK1336  X           -  -1,288,792.002 (meters)                     COMP
 JK1336  Y           -  -4,834,485.647 (meters)                     COMP
 JK1336  Z           -   3,945,179.251 (meters)                     COMP
 JK1336  LAPLACE CORR-          -7.49  (seconds)                    DEFLEC99
 JK1336  ELLIP HEIGHT-        1717.52  (meters)          (12/03/02) GPS OBS
 JK1336  GEOID HEIGHT-         -17.60  (meters)                     GEOID03
 JK1336
 JK1336  HORZ ORDER  -  FIRST
 JK1336  ELLP ORDER  -  FOURTH    CLASS II
 JK1336
 JK1336.The horizontal coordinates were established by GPS observations
 JK1336.and adjusted by the National Geodetic Survey in December 2002..
 JK1336
 JK1336.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1336
 JK1336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1336
 JK1336.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1336
 JK1336.The ellipsoidal height was determined by GPS observations
 JK1336.and is referenced to NAD 83.
 JK1336
 JK1336.The geoid height was determined by GEOID03.
 JK1336
 JK1336;                    North         East     Units Scale Factor Converg.
 JK1336;SPC CO S     -   502,150.979   964,429.860   MT  1.00000185   +0 21 05.4
 JK1336;SPC CO S     - 1,647,473.67  3,164,133.63   sFT  1.00000185   +0 21 05.4
 JK1336;SPC CO C     -   372,681.961   964,429.814   MT  1.00000130   +0 21 41.1
 JK1336;SPC CO C     - 1,222,707.40  3,164,133.48   sFT  1.00000130   +0 21 41.1
 JK1336;UTM  13      - 4,255,016.822   506,375.215   MT  0.99960050   +0 02 43.5
 JK1336
 JK1336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1336!SPC CO S     -   0.99973058  x   1.00000185  =   0.99973243
 JK1336!SPC CO C     -   0.99973058  x   1.00000130  =   0.99973188
 JK1336!UTM  13      -   0.99973058  x   0.99960050  =   0.99933119
 JK1336
 JK1336|---------------------------------------------------------------------|
 JK1336| PID    Reference Object                     Distance      Geod. Az  |
 JK1336|                                                           dddmmss.s |
 JK1336| CR8285 GREEN RM 1                           20.193 METERS 03815     |
 JK1336| CR8286 GREEN RM 2                           20.143 METERS 12845     |
 JK1336| JK1337 GREEN AZ MK                         APPROX. 0.5 KM 1331244.0 |
 JK1336|---------------------------------------------------------------------|
 JK1336
 JK1336                          SUPERSEDED SURVEY CONTROL
 JK1336
 JK1336  NAD 83(1992)-  38 26 36.27975(N)    104 55 36.99515(W) AD(       ) 1
 JK1336  ELLIP H (01/07/93) 1717.54   (m)                       GP(       ) 4 2
 JK1336  NAD 83(1986)-  38 26 36.26825(N)    104 55 36.99915(W) AD(       ) 1
 JK1336  NGVD 29 (07/20/87) 1733.9    (m)         5689.     (f) GPS OBS        
 JK1336
 JK1336.Superseded values are not recommended for survey control.
 JK1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1336.See file dsdata.txt to determine how the superseded data were derived.
 JK1336
 JK1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC0637555017(NAD 83)
 JK1336_MARKER: DH = HORIZONTAL CONTROL DISK
 JK1336_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JK1336_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 JK1336_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK1336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK1336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1336+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1986
 JK1336
 JK1336  HISTORY     - Date     Condition        Report By
 JK1336  HISTORY     - 1985     MONUMENTED       USA
 JK1336  HISTORY     - 19860628 GOOD
 JK1336
 JK1336                          STATION DESCRIPTION
 JK1336
 JK1336'DESCRIBED BY US ARMY 1985 (LWD)
 JK1336'THE STATION IS LOCATED ABOUT 8.8 KM (5.5 MI)
 JK1336'EAST-NORTHEAST OF PENROSE,
 JK1336'34.6 KM (21.5 MI) SOUTHWEST OF FOUNTAIN,
 JK1336'35.4 KM (22.0 MI) NORTHWEST OF PUEBLO,
 JK1336'54.7 KM (34.0 MI) SOUTH-SOUTHWEST OF COLORADO SPRINGS ON THE EAST
 JK1336'RIM OF GREEN GULCH IN THE SOUTHERN PORTION OF THE MILITARY
 JK1336'RESERVATION.
 JK1336'OWNERSHIP--U.S. ARMY.  CONTACT DIVISION ARTILLERY SURVEY
 JK1336'INFORMATION CENTER,  HHB 4TH INFANTRY DIVISION ARTILLERY, FORT
 JK1336'CARSON, COLORADO 80913-5428.  TELEPHONE 303-579-2131..
 JK1336'
 JK1336'TO REACH THE STATION FROM THE INTERSECTION OF ROUTE 12 AND 13 ON
 JK1336'FORT CARSON MILITARY RESERVATION.  GO WESTERLY ON ROUTE 12 FOR
 JK1336'3.3 KM (2.05 MI) TO A TANK TRAIL LEFT.  TURN LEFT, SOUTHERLY AND
 JK1336'FOLLOW MAIN TANK TRAIL FOR 2.9 KM (1.8 MI) AND THE STATION ON
 JK1336'RIGHT..
 JK1336'
 JK1336'THE STATION IS A STANDARD NGS DISK
 JK1336'STAMPED---GREEN GPS 1985---,
 JK1336'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE RECESSED
 JK1336'2.5 CM BELOW GROUND.  LOCATED
 JK1336'5.9 METERS (19.5 FT) WEST FROM AN ORANGE WITNESS POST
 JK1336'8.7 METERS (28.7 FT) NORTHEAST FROM A LARGE CEDAR BUSH
 JK1336'8.5 METERS (28.0 FT) SOUTHWEST FROM A SMALL CEDAR TREE
 JK1336'22.2 METERS (73.0 FT) WEST FROM THE CENTERLINE OF TRACK ROAD
 JK1336'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 JK1336'STAMPED---GREEN GPS 1985---,
 JK1336'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 JK1336'
 JK1336'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 JK1336'STAMPED---GREEN GPS NO 1 1985---,
 JK1336'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JK1336'32 CM IN DIAMETER RECESSED 6.4 CM BELOW GROUND.  LOCATED
 JK1336'8.2 METERS (26.8 FT) WEST FROM THE CENTERLINE OF TRACK ROAD
 JK1336'MARK IS 0.9 METERS BELOW THE STATION.
 JK1336'
 JK1336'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 JK1336'STAMPED---GREEN GPS NO 2 1985---,
 JK1336'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JK1336'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 JK1336'6.2 METERS (20.4 FT) WEST FROM THE CENTERLINE OF TRACK ROAD
 JK1336'MARK IS 1.5 METERS BELOW THE STATION.
 JK1336'
 JK1336'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 JK1336'STAMPED---GREEN GPS 1985---,
 JK1336'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE RECESSED
 JK1336'5 CM BELOW GROUND.  LOCATED
 JK1336'0.2 METERS (0.7 FT) NORTHWEST FROM AN ORANGE WITNESS POST
 JK1336'4.7 METERS (15.4 FT) NORTHWEST FROM A CEDAR TREE
 JK1336'7.7 METERS (25.4 FT) SOUTH-SOUTHWEST FROM A CEDAR TREE
 JK1336'TO REACH THE AZIMUTH FROM THE STATION,
 JK1336'GO SOUTHEAST FOR 0.5 KM (0.3 MI) DOWN A SOUTHEASTERLY DRAW AND
 JK1336'THE AZIMUTH MARK ON THE HIGH GROUND ON THE NORTH SIDE OF DRAW..
 JK1336'
 JK1336'DESCRIBED BY LWD.
 JK1336
 JK1336                          STATION RECOVERY (1986)
 JK1336
 JK1336'RECOVERED 1986
 JK1336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3415 ***********************************************************************
 AA3415  DESIGNATION -  GREEN
 AA3415  PID         -  AA3415
 AA3415  STATE/COUNTY-  CO/DOUGLAS
 AA3415  USGS QUAD   -  CASTLE ROCK NORTH (1994)
 AA3415
 AA3415                         *CURRENT SURVEY CONTROL
 AA3415  ___________________________________________________________________
 AA3415* NAD 83(1992)-  39 26 39.06940(N)    104 48 44.49376(W)     ADJUSTED  
 AA3415* NAVD 88     -      1946.6    (meters)    6386.     (feet)  GPS OBS   
 AA3415  ___________________________________________________________________
 AA3415  X           -  -1,261,305.104 (meters)                     COMP
 AA3415  Y           -  -4,769,681.991 (meters)                     COMP
 AA3415  Z           -   4,031,745.953 (meters)                     COMP
 AA3415  LAPLACE CORR-          -6.48  (seconds)                    DEFLEC99
 AA3415  ELLIP HEIGHT-        1929.56  (meters)          (12/03/02) GPS OBS
 AA3415  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 AA3415
 AA3415  HORZ ORDER  -  FIRST
 AA3415  ELLP ORDER  -  FOURTH    CLASS II
 AA3415
 AA3415.The horizontal coordinates were established by GPS observations
 AA3415.and adjusted by the National Geodetic Survey in December 1994..
 AA3415
 AA3415.The orthometric height was determined by GPS observations and a
 AA3415.high-resolution geoid model.
 AA3415
 AA3415.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3415
 AA3415.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3415
 AA3415.The ellipsoidal height was determined by GPS observations
 AA3415.and is referenced to NAD 83.
 AA3415
 AA3415.The geoid height was determined by GEOID03.
 AA3415
 AA3415;                    North         East     Units Scale Factor Converg.
 AA3415;SPC CO C     -   483,843.291   973,592.128   MT  0.99995380   +0 26 01.3
 AA3415;SPC CO C     - 1,587,409.20  3,194,193.51   sFT  0.99995380   +0 26 01.3
 AA3415;UTM  13      - 4,366,087.056   516,146.057   MT  0.99960321   +0 07 09.2
 AA3415
 AA3415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3415!SPC CO C     -   0.99969737  x   0.99995380  =   0.99965118
 AA3415!UTM  13      -   0.99969737  x   0.99960321  =   0.99930070
 AA3415
 AA3415                          SUPERSEDED SURVEY CONTROL
 AA3415
 AA3415  ELLIP H (12/14/94) 1929.60   (m)                       GP(       ) 3 1
 AA3415
 AA3415.Superseded values are not recommended for survey control.
 AA3415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3415.See file dsdata.txt to determine how the superseded data were derived.
 AA3415
 AA3415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED1614666087(NAD 83)
 AA3415_MARKER: DD = SURVEY DISK
 AA3415_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA3415_STAMPING: GREEN
 AA3415_MARK LOGO: DCGIS 
 AA3415_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA3415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3415+STABILITY: SURFACE MOTION
 AA3415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3415+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3415
 AA3415  HISTORY     - Date     Condition        Report By
 AA3415  HISTORY     - 1993     MONUMENTED       MSAM
 AA3415
 AA3415                          STATION DESCRIPTION
 AA3415
 AA3415'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1993 (KCH)
 AA3415'THE STATION IS LOCATED ABOUT 6 MILES (9.7 KM) SOUTHWEST OF THE TOWN OF
 AA3415'PARKER, COLO., IN SECTION 18, TOWNSHIP 7 SOUTH, RANGE 66 WEST OF THE
 AA3415'6TH P.M. OWNERSHIP-- DOUGLAS COUNTY TO REACH THE STATION FROM THE
 AA3415'INTERSECTION OF STATE HIGHWAY 83 (PARKER ROAD) AND EAST MAINSTREET
 AA3415'(EAST PARKER ROAD) IN PARKER, COLO GO SOUTH ON STATE HIGHWAY 83 FOR
 AA3415'2.85 MILES (4.59 KM) TO STROH ROAD, GO WEST ON STROH ROAD FOR 0.9
 AA3415'MILES (1.4 KM) TO  CROWFOOT VALLEY ROAD, GO SOUTH AND SOUTHWEST ON
 AA3415'CROWFOOT VALLEY ROAD FOR 3.1 MILES (5.0 KM) TO THE STATION ON THE WEST
 AA3415'SIDE OF THE ROAD. THE STATION IS A BRASS DISK SET IN CONCRETE FLUSH
 AA3415'WITH THE GROUND MARKED WITH A DOUGLAS COUNTY FIBERGLASS WITNESS POST
 AA3415'IN THE NORTH SIDE OF A DRIVEWAY, IT IS 45.9 FEET (14.0 M) SOUTHWEST OF
 AA3415'A BRASS SHINNER 22568 ON A FENCE POST IN THE WEST ROW FENCE OF THE
 AA3415'DRIVEWAY, 64.5 FEET (19.7 M) NORTHEAST OF A BRASS SHINNER 22568 ON THE
 AA3415'CORNER POST OF THE WEST ROW FENCE OF CROWFOOT VALLEY RD AND THE WEST
 AA3415'ROW FENCE FOR THE DRIVEWAY, AND 108. FEET (32.9 M) WEST OF A BRASS
 AA3415'SHINNER 22568 ON A POWER POLE IN THE EAST ROW OF CROWFOOT VALLEY RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0762 ***********************************************************************
 JJ0762  DESIGNATION -  GREEN 2
 JJ0762  PID         -  JJ0762
 JJ0762  STATE/COUNTY-  CO/CHEYENNE
 JJ0762  USGS QUAD   -  CHEYENNE WELLS (1982)
 JJ0762
 JJ0762                         *CURRENT SURVEY CONTROL
 JJ0762  ___________________________________________________________________
 JJ0762* NAD 83(1992)-  38 46 11.36481(N)    102 15 32.73361(W)     ADJUSTED  
 JJ0762* NAVD 88     -      1271.     (meters)    4170.     (feet)  SCALED    
 JJ0762  ___________________________________________________________________
 JJ0762  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 JJ0762  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 JJ0762
 JJ0762  HORZ ORDER  -  SECOND
 JJ0762
 JJ0762.The horizontal coordinates were established by classical geodetic methods
 JJ0762.and adjusted by the National Geodetic Survey in January 1993..
 JJ0762
 JJ0762.The orthometric height was scaled from a topographic map.
 JJ0762
 JJ0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0762
 JJ0762.The geoid height was determined by GEOID03.
 JJ0762
 JJ0762;                    North         East     Units Scale Factor Converg.
 JJ0762;SPC CO C     -   413,780.807 1,195,984.211   MT  0.99995252   +2 02 38.4
 JJ0762;SPC CO C     - 1,357,545.86  3,923,824.87   sFT  0.99995252   +2 02 38.4
 JJ0762;UTM  13      - 4,294,802.314   738,126.822   MT  1.00029832   +1 43 01.7
 JJ0762
 JJ0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0762!SPC CO C     -   0.99980414  x   0.99995252  =   0.99975667
 JJ0762!UTM  13      -   0.99980414  x   1.00029832  =   1.00010240
 JJ0762
 JJ0762|---------------------------------------------------------------------|
 JJ0762| PID    Reference Object                     Distance      Geod. Az  |
 JJ0762|                                                           dddmmss.s |
 JJ0762| CM8211 GREEN 2 RM 4                         11.743 METERS 01910     |
 JJ0762| CM8208 GREEN RM 1                           95.723 METERS 11026     |
 JJ0762| CM8210 GREEN RM 3                           26.280 METERS 11839     |
 JJ0762| JJ0755 GREEN                                20.661 METERS 13159     |
 JJ0762| JJ0763 GREEN AZ MK 2                       APPROX. 0.6 KM 2684438.2 |
 JJ0762|---------------------------------------------------------------------|
 JJ0762
 JJ0762                          SUPERSEDED SURVEY CONTROL
 JJ0762
 JJ0762  NAD 83(1986)-  38 46 11.36347(N)    102 15 32.73184(W) AD(       ) 2
 JJ0762  NAD 27      -  38 46 11.33352(N)    102 15 31.06346(W) AD(       ) 2
 JJ0762
 JJ0762.Superseded values are not recommended for survey control.
 JJ0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0762.See file dsdata.txt to determine how the superseded data were derived.
 JJ0762
 JJ0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC3812794802(NAD 83)
 JJ0762_MARKER: DS = TRIANGULATION STATION DISK
 JJ0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0762_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JJ0762_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 JJ0762
 JJ0762  HISTORY     - Date     Condition        Report By
 JJ0762  HISTORY     - 1979     MONUMENTED       NGS
 JJ0762
 JJ0762                          STATION DESCRIPTION
 JJ0762
 JJ0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 JJ0762'STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF CHEYENNE WELLS, 4 MILES
 JJ0762'EAST OF U.S. HIGHWAY 285, ON FENCED PASTURE LAND, OWNED BY MR RW BEEK
 JJ0762'OF BOX 564, CHEYENNE WELLS, COLORADO.  MR BEEK LIVES ABOUT 1 MILE
 JJ0762'SOUTH OF THE STATION ON EAST SIDE OF GRADED ROAD.
 JJ0762'
 JJ0762'STATION IS REACHED FROM THE EAST JUNCTION OF US HIGHWAYS 40 AND 285
 JJ0762'ABOUT 1 MILE EAST OF CHEYENNE WELLS.  GO SOUTH ON HIGHWAY 285 FOR 3.7
 JJ0762'MILES TO A CROSSROAD, TURN LEFT AND CONTINUE ON A GRAVELED ROAD PAST
 JJ0762'FOR 3.6 MILES TO THE AZIMUTH MARK ON THE LEFT, CONTINUE EAST ON THE
 JJ0762'ROAD FOR 0.4 MILE TO THE STATION ON THE LEFT, AS DESCRIBED.
 JJ0762'
 JJ0762'STATION IS A STANDARD STATION MARK DISK, STAMPED---GREEN 2 1979---
 JJ0762'SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES,
 JJ0762'76 FEET NORTH OF CENTER OF THE GRAVELED ROAD, 66.5 FEET NORTHWEST OF A
 JJ0762'METAL WITNESS POST, 43 FEET NORTH OF THE FENCE LINE.
 JJ0762'
 JJ0762'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---GREEN NO 1 1954---
 JJ0762'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT ABOUT 5 INCHES BELOW THE
 JJ0762'GROUND, 36 FEET SOUTH OF THE GRAVELED ROAD, 28 FEET EAST OF A GRADED
 JJ0762'ROAD, 3.3 FEET WEST OF A FENCE, 2.7 FEET WEST-SOUTHWEST OF A POWER
 JJ0762'POLE, 3.2 FEET WEST OF A METAL WITNESS POST.
 JJ0762'
 JJ0762'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---GREEN 1954 NO 3 1975,
 JJ0762'CRIMPED TO THE TOP OF A COPPER COVERED STEEL ROD ATTACHED TO AN
 JJ0762'OCTAGON SHAPED STEEL PLATE BURIED IN GROUND.  DISK PROJECTS ABOUT 2
 JJ0762'INCHES, 34 FEET NORTH OF THE GRAVELED ROAD, 24.7 FEET EAST OF A METAL
 JJ0762'WITNESS POST, 2 FEET NORTH OF A FENCE.
 JJ0762'
 JJ0762'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED---GREEN 2 NO 4 1979, SET
 JJ0762'IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES, 104
 JJ0762'FEET NORTH OF THE GRAVELED ROAD, 81 FEET NORTH OF FENCE.
 JJ0762'
 JJ0762'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED---GREEN 1954
 JJ0762'AZ 2 1975---SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING
 JJ0762'ABOUT 3 INCHES, 33 FEET NORTH OF THE GRAVELED ROAD, 3 FEET NORTH OF A
 JJ0762'FENCE, 2 FEET NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1859 ***********************************************************************
 KK1859  DESIGNATION -  GREEN AZ MK
 KK1859  PID         -  KK1859
 KK1859  STATE/COUNTY-  CO/JEFFERSON
 KK1859  USGS QUAD   -  MORRISON (1994)
 KK1859
 KK1859                         *CURRENT SURVEY CONTROL
 KK1859  ___________________________________________________________________
 KK1859* NAD 83(1992)-  39 42 15.78919(N)    105 10 40.33095(W)     ADJUSTED  
 KK1859* NAVD 88     -      2077.8    (meters)    6817.     (feet)  VERTCON   
 KK1859  ___________________________________________________________________
 KK1859  LAPLACE CORR-         -18.37  (seconds)                    DEFLEC99
 KK1859  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 KK1859
 KK1859  HORZ ORDER  -  SECOND
 KK1859
 KK1859.The horizontal coordinates were established by classical geodetic methods
 KK1859.and adjusted by the National Geodetic Survey in January 1993..
 KK1859
 KK1859.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1859
 KK1859.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1859
 KK1859.The geoid height was determined by GEOID03.
 KK1859
 KK1859;                    North         East     Units Scale Factor Converg.
 KK1859;SPC CO C     -   512,556.491   942,027.731   MT  0.99999129   +0 12 11.4
 KK1859;SPC CO C     - 1,681,612.42  3,090,635.98   sFT  0.99999129   +0 12 11.4
 KK1859;UTM  13      - 4,394,962.902   484,751.822   MT  0.99960286   -0 06 49.1
 KK1859
 KK1859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1859!SPC CO C     -   0.99967661  x   0.99999129  =   0.99966791
 KK1859!UTM  13      -   0.99967661  x   0.99960286  =   0.99927960
 KK1859
 KK1859                          SUPERSEDED SURVEY CONTROL
 KK1859
 KK1859  NAD 83(1986)-  39 42 15.78552(N)    105 10 40.32918(W) AD(       ) 2
 KK1859  NAD 27      -  39 42 15.82959(N)    105 10 38.37420(W) AD(       ) 2
 KK1859  NGVD 29 (07/19/86) 2076.8    (m)         6814.     (f) VERT ANG       
 KK1859
 KK1859.Superseded values are not recommended for survey control.
 KK1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1859.See file dsdata.txt to determine how the superseded data were derived.
 KK1859
 KK1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8475294963(NAD 83)
 KK1859_MARKER: DS = TRIANGULATION STATION DISK
 KK1859_SETTING: 80 = SET IN A BOULDER
 KK1859_SP_SET: SET IN DRILL HOLE IN A BOULDER
 KK1859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1859+STABILITY: SURFACE MOTION
 KK1859
 KK1859  HISTORY     - Date     Condition        Report By
 KK1859  HISTORY     - 1977     MONUMENTED       NGS
 KK1859
 KK1859                          STATION DESCRIPTION
 KK1859
 KK1859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1859'THE STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH-SOUTHEAST OF
 KK1859'GOLDEN, 3-1/2 MILES WEST OF LAKEWOOD, 9 MILES NORTHWEST OF
 KK1859'LITTLETON AND 11-1/2 MILES WEST OF DENVER.  IT IS ON PROPERTY
 KK1859'OWNED BY ALLENS STABLES, 100 SOUTH HAVANA STREET, DENVER,
 KK1859'COLORADO, PHONE, 364-3555.  IT IS ON THE NORTH END OF A NORTH-
 KK1859'SOUTH RIDGE AND IN THE SOUTHWEST QUARTER OF SECTION 13,
 KK1859'R. 70 W., T. 4 S.
 KK1859'
 KK1859'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 70
 KK1859'AND U.S. HIGHWAY 40, GO SOUTHWEST ON U.S. HIGHWAY 40 FOR 0.9
 KK1859'MILE TO THE JUNCTION OF U.S. HIGHWAY 6.  CONTINUE AHEAD ON U.S.
 KK1859'HIGHWAY 40 FOR 0.6 MILE TO A SIDE ROAD LEFT (ROONEY ROAD). TURN
 KK1859'LEFT AND GO SOUTH ON ROONEY ROAD FOR 1.9 MILES TO A WIRE GATE
 KK1859'ON THE LEFT AT A SMALL CORRAL AND A SMALL ELECTRIC SUBSTATION.
 KK1859'TURN LEFT, THRU GATE, AND GO ALONG THE SOUTH SIDE OF A CHAIN
 KK1859'LINK FENCE, THEN UPHILL FOR 0.2 MILE TO A REVERSE FORK.  BEAR
 KK1859'LEFT AND GO NORTHERLY ON TRACK ROAD FOR 0.1 MILE TO A FORK.
 KK1859'TAKE LEFT FORK AND CONTINUE NORTHERLY FOR 0.5 MILE TO A
 KK1859'FORK.  TAKE RIGHT FORK, UPHILL FOR 0.35 MILE TO A FORK. BEAR
 KK1859'LEFT, DOWNHILL THEN UPHILL, FOR 0.35 MILE TO THE STATION
 KK1859'ON THE LEFT ON TOP OF A SMALL KNOLL.
 KK1859'
 KK1859'STATION MARK, STAMPED---GREEN 1977---, IS A STANDARD
 KK1859'AZIMUTH MARK DISK CEMENTED IN A DRILL HOLE IN A BOULDER
 KK1859'WHICH IS 18 BY 18 INCHES IN SIZE AND PROJECTS 4 INCHES ABOVE
 KK1859'THE GROUND.  IT IS 77.5 FEET NORTHEAST OF THE CENTER OF A TRACK
 KK1859'ROAD ON THE HIGHEST PART OF A SMALL KNOLL.
 KK1859'
 KK1859'HEIGHT OF LIGHT ABOVE THE MARK WAS 1.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0862 ***********************************************************************
 JL0862  DESIGNATION -  GREEN MOUNTAIN
 JL0862  PID         -  JL0862
 JL0862  STATE/COUNTY-  CO/MONTROSE
 JL0862  USGS QUAD   -  RED ROCK CANYON (1978)
 JL0862
 JL0862                         *CURRENT SURVEY CONTROL
 JL0862  ___________________________________________________________________
 JL0862* NAD 83(1992)-  38 37 12.77208(N)    107 46 55.92976(W)     ADJUSTED  
 JL0862* NAVD 88     -      2574.6    (meters)    8447.     (feet)  VERTCON   
 JL0862  ___________________________________________________________________
 JL0862  LAPLACE CORR-          11.10  (seconds)                    DEFLEC99
 JL0862  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 JL0862
 JL0862  HORZ ORDER  -  THIRD
 JL0862
 JL0862.The horizontal coordinates were established by classical geodetic methods
 JL0862.and adjusted by the National Geodetic Survey in January 1993..
 JL0862
 JL0862.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0862
 JL0862.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0862
 JL0862.The geoid height was determined by GEOID03.
 JL0862
 JL0862;                    North         East     Units Scale Factor Converg.
 JL0862;SPC CO S     -   524,052.144   715,662.235   MT  1.00003946   -1 23 59.5
 JL0862;SPC CO S     - 1,719,327.74  2,347,968.52   sFT  1.00003946   -1 23 59.5
 JL0862;SPC CO C     -   394,646.462   715,676.992   MT  0.99997089   -1 26 21.7
 JL0862;SPC CO C     - 1,294,769.27  2,348,016.93   sFT  0.99997089   -1 26 21.7
 JL0862;UTM  13      - 4,278,304.973   257,780.364   MT  1.00032256   -1 44 14.5
 JL0862
 JL0862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0862!SPC CO S     -   0.99959874  x   1.00003946  =   0.99963819
 JL0862!SPC CO C     -   0.99959874  x   0.99997089  =   0.99956964
 JL0862!UTM  13      -   0.99959874  x   1.00032256  =   0.99992117
 JL0862
 JL0862:                Primary Azimuth Mark                     Grid Az
 JL0862:SPC CO S     -  BOSTWICK                                 181 35 12.0
 JL0862:SPC CO C     -  BOSTWICK                                 181 37 34.2
 JL0862:UTM  13      -  BOSTWICK                                 181 55 27.0
 JL0862
 JL0862|---------------------------------------------------------------------|
 JL0862| PID    Reference Object                     Distance      Geod. Az  |
 JL0862|                                                           dddmmss.s |
 JL0862| JL0863 BOSTWICK                            APPROX. 4.7 KM 1801112.5 |
 JL0862|---------------------------------------------------------------------|
 JL0862
 JL0862                          SUPERSEDED SURVEY CONTROL
 JL0862
 JL0862  NAD 83(1986)-  38 37 12.76415(N)    107 46 55.91149(W) AD(       ) 3
 JL0862  NAD 27      -  38 37 12.81208(N)    107 46 53.69348(W) AD(       ) 3
 JL0862  NGVD 29 (07/19/86) 2573.2    (m)         8442.     (f) VERT ANG       
 JL0862
 JL0862.Superseded values are not recommended for survey control.
 JL0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0862.See file dsdata.txt to determine how the superseded data were derived.
 JL0862
 JL0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC5778078305(NAD 83)
 JL0862
 JL0862  HISTORY     - Date     Condition        Report By
 JL0862  HISTORY     - 1934     MONUMENTED       USGS
 JL0862  HISTORY     - 1951     GOOD             USGS
 JL0862
 JL0862                          STATION DESCRIPTION
 JL0862
 JL0862'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (NDC)
 JL0862'RECOVERED AND DESCRIBED AS FOLLOWS
 JL0862'
 JL0862'THE STATION IS LOCATED IN MONTROSE COUNTY, COLORADO, ON A HIGH N-S.
 JL0862'STRIKING JUNIPER COVERED RIDGE OVERLOOKING THE BLACK CANYON OF THE
 JL0862'GUNNISON RIVER TO THE SW. AND ABOUT 13 MI. SSW. FROM HOTCHKISS,
 JL0862'COLORADO.
 JL0862'
 JL0862'TO REACH FROM CORNER OF BRIDGE AND B STREETS IN HOTCHKISS, PROCEED S.
 JL0862'ON B STREET 0.5 MI. TO GUNNISON RIVER BRIDGE.  CROSS BRIDGE AND
 JL0862'CONTINUE S. ON MAIN TRAVELED RD. 1.0 MI. TO Y-RD., THENCE LEFT 0.4 MI.
 JL0862'TO Y-RD., THENCE LEFT 2.2 MI. TO Y-RD.  THEN RIGHT (SE.) 1.6 MI. TO
 JL0862'T-RD., THENCE LEFT (E.) 0.5 MI. TO Y-RD., THENCE RIGHT 0.2 MI. TO
 JL0862'Y-RD., THENCE RIGHT (S.) DOWN INTO SMITH CANYON AND UP OTHER SIDE 3.1
 JL0862'MI. TO T-RD., THENCE LEFT (E.) 1.5 MI. TO T-RD., THENCE STRAIGHT AHEAD
 JL0862'S. ON GRAVEL RD. 2.7 MI. TO T-RD. AT YELLOW HOUSE, THENCE RIGHT (S.)
 JL0862'1.6 MI., THENCE RIGHT (S.) OF GRAVEL AND ON GRADED DIRT ---BLACK
 JL0862'CANYON NATIONAL MONUMENT--- RD. 1.9 MI. TO Y-RD. AT SIGN ---BLACK
 JL0862'CANYON 5 MI.---, THENCE RIGHT 0.4 MI. TO FORK, THENCE RIGHT (W.) OFF
 JL0862'MAIN RD. TO BLACK CANYON MONUMENT AND CONTINUE ON ROUGH DIRT RD. 5.4
 JL0862'MI. TO EARTH FILL DAM AT RIGHT OF RD. FROM HERE THE POSITIONS OF THE
 JL0862'STATION IS PLAINLY VISIBLE LOOKING W.  IT IS THE HIGH POINT AND S. END
 JL0862'OF A JUNIPER COVERED N-S. RIDGE.  FROM THE DAM PROCEED W. AND N. ON
 JL0862'THE SAME RD. 3.8 MI. TO A SHACK ON RIGHT OF RD. AND A CORRAL ON THE
 JL0862'LEFT.  PROCEED ON RD. 0.3 MI. TO Y-RD. AND CONTINUE LEFT 1.1 MI. TO
 JL0862'DIM FORK.  TAKE LEFT FORK AND PROCEED IN AN EASTERLY DIRECTION 0.3 MI.
 JL0862'TO A SMALL EARTH FILL DAM AND END OF TRUCK TRAVEL.  PACK S. TO TOP OF
 JL0862'RIDGE AND STATION, ABOUT A 20 MINUTE WALK.
 JL0862'
 JL0862'STATION MARK--STANDARD BRONZE TABLET SET IN SOLID SANDSTONE ROCK,
 JL0862'STAMPED ---VABM 8442---.
 JL0862'
 JL0862'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE TABLET SET IN THE RIM
 JL0862'ROCK ON SE. EDGE OF GREEN MOUNTAIN, 67.70 FT. FROM STATION MARK ANGLE
 JL0862'AT STATION MARK BETWEEN, N 12 DEG 12 MIN E.
 JL0862'
 JL0862'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE TABLET SET IN A LARGE
 JL0862'SANDSTONE ROCK, 45.00 FT. FROM STATION MARK, N 55 DEG 06 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0711 ***********************************************************************
 KL0711  DESIGNATION -  GREEN MOUNTAIN
 KL0711  PID         -  KL0711
 KL0711  STATE/COUNTY-  CO/DELTA
 KL0711  USGS QUAD   -  LEON PEAK (1983)
 KL0711
 KL0711                         *CURRENT SURVEY CONTROL
 KL0711  ___________________________________________________________________
 KL0711* NAD 83(1992)-  39 00 15.32364(N)    107 45 38.90472(W)     ADJUSTED  
 KL0711* NAVD 88     -      3294.     (meters)   10807.     (feet)  SCALED    
 KL0711  ___________________________________________________________________
 KL0711  LAPLACE CORR-           2.46  (seconds)                    DEFLEC99
 KL0711  GEOID HEIGHT-         -15.32  (meters)                     GEOID03
 KL0711
 KL0711  HORZ ORDER  -  SECOND
 KL0711
 KL0711.The horizontal coordinates were established by classical geodetic methods
 KL0711.and adjusted by the National Geodetic Survey in January 1993..
 KL0711
 KL0711.The orthometric height was scaled from a topographic map.
 KL0711
 KL0711.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0711
 KL0711.The geoid height was determined by GEOID03.
 KL0711
 KL0711;                    North         East     Units Scale Factor Converg.
 KL0711;SPC CO C     -   437,217.807   718,600.480   MT  0.99993733   -1 25 33.1
 KL0711;SPC CO C     - 1,434,438.76  2,357,608.41   sFT  0.99993733   -1 25 33.1
 KL0711;UTM  13      - 4,320,875.574   260,931.796   MT  1.00030382   -1 44 18.3
 KL0711
 KL0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0711!SPC CO C     -   0.99948591  x   0.99993733  =   0.99942327
 KL0711!UTM  13      -   0.99948591  x   1.00030382  =   0.99978957
 KL0711
 KL0711|---------------------------------------------------------------------|
 KL0711| PID    Reference Object                     Distance      Geod. Az  |
 KL0711|                                                           dddmmss.s |
 KL0711| CM7367 GREEN MOUNTAIN RM 2                   5.865 METERS 21749     |
 KL0711| CM6490 GREEN MOUNTAIN AZ MK                               3344847.9 |
 KL0711| CM7366 GREEN MOUNTAIN RM 1                  16.296 METERS 34808     |
 KL0711|---------------------------------------------------------------------|
 KL0711
 KL0711                          SUPERSEDED SURVEY CONTROL
 KL0711
 KL0711  NAD 83(1986)-  39 00 15.32390(N)    107 45 38.88826(W) AD(       ) 2
 KL0711  NAD 27      -  39 00 15.39100(N)    107 45 36.67300(W) AD(       ) 2
 KL0711
 KL0711.Superseded values are not recommended for survey control.
 KL0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0711.See file dsdata.txt to determine how the superseded data were derived.
 KL0711
 KL0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD6093220876(NAD 83)
 KL0711_MARKER: DS = TRIANGULATION STATION DISK
 KL0711_SETTING: 80 = SET IN A BOULDER
 KL0711_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KL0711
 KL0711  HISTORY     - Date     Condition        Report By
 KL0711  HISTORY     - 1937     MONUMENTED       CGS
 KL0711
 KL0711                          STATION DESCRIPTION
 KL0711
 KL0711'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KL0711'STATION IS ABOUT 14 MILES N AND 2 MILES W OF HOTCHKISS.  IT IS
 KL0711'ON TOP OF THE LOWER, SOUTHERNMOST, PEAK OF THE TWIN PEAKS
 KL0711'ON GREEN MOUNTAIN.  THE PEAK IS CONE-SHAPED AND HAS BUNCHES
 KL0711'OF SPRUCE ON ITS TOP, AND HAS TIMBER AND GREEN GRASS AND WEEDS
 KL0711'ON ITS STEEP SLOPES.
 KL0711'
 KL0711'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 KL0711'DISKS WEDGED IN DRILL HOLE IN BOULDERS.
 KL0711'
 KL0711'REFERENCE MARK NO. 1 LIES 16.296 METERS, (53.46 FEET) N OF
 KL0711'STATION ON HIGHEST POINT OF PEAK.  IT IS IN A BOULDER 4-BY 2-1/2
 KL0711'FEET.
 KL0711'
 KL0711'REFERENCE MARK NO. 2 LIES 5.865 METERS, (19.24 FEET), SSW OF
 KL0711'STATION AND ABOUT 3 FEET LOWER.  IT IS IN A BOULDER 2 FEET
 KL0711'SQUARE.
 KL0711'
 KL0711'AZIMUTH MARK IS ON THE HIGHER PEAK, ABOUT 1/2 MILE NNW OF
 KL0711'THE STATION (ABOUT A HALF HOUR WALK).  IT IS ON THE SOUTHERN
 KL0711'EDGE OF THE HIGHER PART OF THE PEAK, AND IS IN ONE OF THE LARGEST
 KL0711'BOULDERS.  A CLEARING WAS MADE AT THE STATION IN THE DIRECTION
 KL0711'OF THE AZIMUTH MARK.
 KL0711'
 KL0711'ALL DISTANCES RECORDED IN FEET OR METERS ARE ACTUAL MEASUREMENTS
 KL0711'IN THE FIELD.
 KL0711'
 KL0711'TO REACH FROM HOTCHKISS, (WHICH IS 14 MILES E OF DELTA, COLO.),
 KL0711'GO W ON STATE HIGHWAY 92, 3.6 MILES TO A CROSS ROAD AT THE
 KL0711'ROGERS MESA COMMUNITY HOUSE, THEN RIGHT (N) ON A GRADED DIRT
 KL0711'AND GRAVEL ROAD, 5.0 MILES TO A SIDE ROAD LEADING LEFT, CONTINUE
 KL0711'(N) ON GRADED DIRT ROAD 2.25 MILES TO T-ROADS, (LARGE STONE
 KL0711'HOUSE ON RIGHT, THENCE LEFT (W AND N) ON MAIN-TRAVELED DIRT
 KL0711'ROAD 2.35 MILES TO AN OPEN GATE AND A LANE, THEN THROUGH
 KL0711'GATE AND ALONG LANE, 2.35 MILES TO A SIDE ROAD LEFT (*), THEN
 KL0711'CONTINUE NE ON MAIN-TRAVELED ROUGH DIRT ROAD 2.1 MILES TO A
 KL0711'DIM FORK, THEN ALONG RIGHT FORK E FOR 0.15 MILE TO A FOREST
 KL0711'SERVICE TELEPHONE BOOTH AND CORRAL ON THE RIGHT, THEN ALONG
 KL0711'LEFT FORK AND N ON A ROUGH DIRT ROAD FOR 0.8 MILE TO A
 KL0711'FOREST SERVICE SIGN SURFACE CREEK RANGER STATION 9 MILES
 KL0711'ON LEFT.  PACK FROM HERE ALONG SURFACE CREEK RANGER STATION
 KL0711'TRAIL, N AND W FOR 2 MILES TO A SIGN SURFACE CREEK RANGER
 KL0711'STATION 7 MILES, THEN CONTINUE ABOUT 100 YARDS TO FORK,
 KL0711'THEN LEFT FORK IN TRAIL TO BASE OF PEAK, THEN RIGHT (NW) UP
 KL0711'STEEP SLOPE TO STATION ON TOP OF PEAK.  IT IS A 2 1/2-HOUR
 KL0711'PACK.
 KL0711'
 KL0711'(*) AT POINT IN DESCRIPTION STARRED, IT IS POSSIBLE TO TURN
 KL0711'LEFT AND TRAVEL 0.9 MILE OVER A VERY ROUGH ROAD AND ACROSS
 KL0711'A CREEK TO A FORK WHERE THE CABIN OF LEO SMITH LIES 100 YARDS
 KL0711'TO THE RIGHT.  AT THIS POINT PACK HORSES AND A GUIDE CAN BE
 KL0711'OBTAINED, BUT ARRANGEMENTS MUST BE MADE AHEAD AT HOTCHKISS
 KL0711'WHERE LEO SMITH LIVES.  IT IS A 2-HOUR PACK WITH HORSES FROM
 KL0711'THE SMITH CABIN, AND A GUIDE IS NECESSARY.  IN 1937 A 1 1/2-TON
 KL0711'TRUCK WAS DRIVEN TO THE SMITH CABIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1848 ***********************************************************************
 KK1848  DESIGNATION -  GREEN RESET
 KK1848  PID         -  KK1848
 KK1848  STATE/COUNTY-  CO/JEFFERSON
 KK1848  USGS QUAD   -  MORRISON (1994)
 KK1848
 KK1848                         *CURRENT SURVEY CONTROL
 KK1848  ___________________________________________________________________
 KK1848* NAD 83(1992)-  39 42 03.41349(N)    105 10 39.74357(W)     ADJUSTED  
 KK1848* NAVD 88     -      2089.4    (meters)    6855.     (feet)  VERTCON   
 KK1848  ___________________________________________________________________
 KK1848  LAPLACE CORR-         -18.45  (seconds)                    DEFLEC99
 KK1848  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 KK1848
 KK1848  HORZ ORDER  -  FIRST
 KK1848
 KK1848.The horizontal coordinates were established by classical geodetic methods
 KK1848.and adjusted by the National Geodetic Survey in January 1993..
 KK1848
 KK1848.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1848
 KK1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1848
 KK1848.The geoid height was determined by GEOID03.
 KK1848
 KK1848;                    North         East     Units Scale Factor Converg.
 KK1848;SPC CO C     -   512,174.863   942,043.078   MT  0.99999066   +0 12 11.8
 KK1848;SPC CO C     - 1,680,360.36  3,090,686.33   sFT  0.99999066   +0 12 11.8
 KK1848;UTM  13      - 4,394,581.343   484,765.053   MT  0.99960286   -0 06 48.7
 KK1848
 KK1848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1848!SPC CO C     -   0.99967479  x   0.99999066  =   0.99966546
 KK1848!UTM  13      -   0.99967479  x   0.99960286  =   0.99927778
 KK1848
 KK1848|---------------------------------------------------------------------|
 KK1848| PID    Reference Object                     Distance      Geod. Az  |
 KK1848|                                                           dddmmss.s |
 KK1848| CP8135 GREEN RM 1                            9.025 METERS 04743     |
 KK1848| KK1824 LAKEWOOD DFC N TANK                 APPROX. 5.1 KM 0644654.2 |
 KK1848| KK1823 LAKEWOOD DFC S TANK                 APPROX. 5.2 KM 0685008.3 |
 KK1848| KK1820 LAKEHURST MUN TANK                  APPROX. 8.2 KM 1380718.8 |
 KK1848| CP8136 GREEN RM 2                            8.867 METERS 29824     |
 KK1848| KK1858 GREEN AZ MK OFFSET                  377.395 METERS 35753     |
 KK1848| KK1859 GREEN AZ MK                         381.940 METERS 35754     |
 KK1848|---------------------------------------------------------------------|
 KK1848
 KK1848                          SUPERSEDED SURVEY CONTROL
 KK1848
 KK1848  NAD 83(1986)-  39 42 03.40977(N)    105 10 39.74183(W) AD(       ) 1
 KK1848  NAD 27      -  39 42 03.45368(N)    105 10 37.78684(W) AD(       ) 1
 KK1848  NGVD 29 (07/19/86) 2088.4    (m)         6852.     (f) VERT ANG       
 KK1848
 KK1848.Superseded values are not recommended for survey control.
 KK1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1848.See file dsdata.txt to determine how the superseded data were derived.
 KK1848
 KK1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8476594581(NAD 83)
 KK1848_MARKER: DH = HORIZONTAL CONTROL DISK
 KK1848_SETTING: 80 = SET IN A BOULDER
 KK1848_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KK1848_STAMPING: GREEN 1977 1983
 KK1848_MARK LOGO: NGS   
 KK1848_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK1848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1848
 KK1848  HISTORY     - Date     Condition        Report By
 KK1848  HISTORY     - 1983     MONUMENTED       NGS
 KK1848
 KK1848                          STATION DESCRIPTION
 KK1848
 KK1848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1848'THE STATION MARK REFERENCE MARKS 1, 3 AND 4 WERE FOUND ONLY WITH THEIR
 KK1848'STEM LEFT IN THE BOULDERS.  THE AZIMUTH MARK NO 2 WAS RECOVERED IN
 KK1848'GOOD CONDITION.  A NEW STATION MARK AND REFERENCE MARKS 5 AND 6 WERE
 KK1848'SET AT THIS TIME.  THE INTERSECTION STATION LAKEWOOD POLICE TOWER NOW
 KK1848'HAS A NEW TOP ON THE TOWER BUT SEEMS TO BE IN THE SAME PLACE.  THE
 KK1848'LOCATION AND TO REACH FROM THE 1981 DESCRIPTION WERE STILL VERY GOOD.
 KK1848'THE DESCRIPTION FOR THE AZIMUTH MARK IN 1981 IS ALSO GOOD.
 KK1848' 
 KK1848'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 6 AND U.S. 40, GO
 KK1848'WESTON U.S.  40 FOR 1.1 MILE (1.8 KM) TO THE INTERSECTION OF U.S. 40
 KK1848'AND ROONEY RD., TURN LEFT, SOUTH, ON ROONEY ROAD FOR 0.35 MILE (0.56
 KK1848'KM) TO THE OVERPASS OF ROONEY ROAD AND I-70.  CONTINUE ON ROONEY ROAD,
 KK1848'SOUTH AND WEST, FOR 1.2 MILE (1.9 KM) TO A POWER COMPANY SUBSTATION ON
 KK1848'LEFT AND JUST AFTER A DIRT ROAD LEFT TO THE GREEN MOUNTAIN OPENSPACE
 KK1848'PARKING LOT.  TURN LEFT, EAST, ON THE GREEEN MOUNTAIN OPENSPACE
 KK1848'PARKING LOT ROAD FOR 0.05 MILE (0.08 KM) TO A LOCKED GATE.  TURN LEFT,
 KK1848'NORTH, PASSING THROUGH THE GATE FOLLOWING THE DIRT ROAD FIRST TOWARD
 KK1848'THE POWER SUBSTATION THE UPHILL FOR 1.2 MILE (1.9 KM) TO A
 KK1848'T-INTERSECTION AND AN OPEN SPACE SIGN--GREEN MTN TRAIL, LONG VIEW
 KK1848'LOOP--.  TURN RIGHT SOUTHEAST, 0.2 MILE (0.3 KM) ON GREEN MTN TRAIL TO
 KK1848'THE HIGH POINT OF THE ROAD.  LEAVE DIRT ROAD GOING CROSS COUNTRY,
 KK1848'SOUTH-SOUTHWEST TO THE STATION ON THE HIGHEST PART OF THE HILL FOR 0.1
 KK1848'MILE (0.2 KM).
 KK1848' 
 KK1848'THE STATION IS A STANDARD NGS DISK STAMPED--GREEN 1977 1983--, SET
 KK1848'INTO A PARTIALLY EXPOSED BOULDER OF 3 FEET (0.9 M). THE BOULDER IS 0.2
 KK1848'M (0.7 FT) ABOVE GROUND AND, SET SOLIDLY IN THE GROUND.  IT IS THE
 KK1848'HIGHEST GROUND IN THE AREA ON THE WESTERN EDGE OF THE HILL.
 KK1848' 
 KK1848'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--GREEN 1977 NO 5
 KK1848'1983--, SET INTO PARTIALLY EXPOSE BOULDER OF 2 FEET (0.6 FT) METER.
 KK1848'(2.0 FT) IT IS 0.05 M (0.16 FT) ABOVE GROUND AND 1.5 FEET (0.5 M)
 KK1848'LOWER THAN THE STATION.
 KK1848' 
 KK1848'REFERENCE MARK NO 6 IS A STANDARD NGS DISK STAMPED--GREEN 1977 NO 6
 KK1848'1983--, SET INTO PARTIALLY EXPOSED BOULDER OF 1.5 FEET (0.5 M).
 KK1848'LOCATED 12.3 METERS (40.4 FT) NORTH FROM THE CENTER OF A ROCK CAIRN.
 KK1848'11.1 METERS (36.4 FT) WEST NORTHWEST FROM THE CENTER OF A ROCK CROSS.
 KK1848'9.1 METERS (29.9 FT) NORTH NORTHWEST FROM THE CENTER OF A ROCK PILE
 KK1848'AND 1 FEET (0.3 M) (1.0 FT) LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1862 ***********************************************************************
 KK1862  DESIGNATION -  GREEN RESET
 KK1862  PID         -  KK1862
 KK1862  STATE/COUNTY-  CO/JEFFERSON
 KK1862  USGS QUAD   -  MORRISON (1994)
 KK1862
 KK1862                         *CURRENT SURVEY CONTROL
 KK1862  ___________________________________________________________________
 KK1862* NAD 83(1992)-  39 42 03.63058(N)    105 10 40.02471(W)     ADJUSTED  
 KK1862* NAVD 88     -      2090.5    (meters)    6859.     (feet)  VERTCON   
 KK1862  ___________________________________________________________________
 KK1862  LAPLACE CORR-         -18.45  (seconds)                    DEFLEC99
 KK1862  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 KK1862
 KK1862  HORZ ORDER  -  THIRD
 KK1862  VERT ORDER  -  THIRD ? (See Below)
 KK1862
 KK1862.The horizontal coordinates were established by classical geodetic methods
 KK1862.and adjusted by the National Geodetic Survey in January 1993..
 KK1862
 KK1862.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1862.The vertical order pertains to the NGVD 29 superseded value.
 KK1862
 KK1862.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1862
 KK1862.The geoid height was determined by GEOID03.
 KK1862
 KK1862;                    North         East     Units Scale Factor Converg.
 KK1862;SPC CO C     -   512,181.535   942,036.356   MT  0.99999068   +0 12 11.6
 KK1862;SPC CO C     - 1,680,382.25  3,090,664.28   sFT  0.99999068   +0 12 11.6
 KK1862;UTM  13      - 4,394,588.049   484,758.371   MT  0.99960286   -0 06 48.8
 KK1862
 KK1862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1862!SPC CO C     -   0.99967462  x   0.99999068  =   0.99966530
 KK1862!UTM  13      -   0.99967462  x   0.99960286  =   0.99927761
 KK1862
 KK1862:                Primary Azimuth Mark                     Grid Az
 KK1862:SPC CO C     -  MORRISON                                 225 22 52.1
 KK1862:UTM  13      -  MORRISON                                 225 41 52.5
 KK1862
 KK1862|---------------------------------------------------------------------|
 KK1862| PID    Reference Object                     Distance      Geod. Az  |
 KK1862|                                                           dddmmss.s |
 KK1862| KK1844 MORRISON                            APPROX. 5.0 KM 2253503.7 |
 KK1862|---------------------------------------------------------------------|
 KK1862
 KK1862                          SUPERSEDED SURVEY CONTROL
 KK1862
 KK1862  NAD 83(1986)-  39 42 03.62671(N)    105 10 40.02259(W) AD(       ) 3
 KK1862  NAD 27      -  39 42 03.66999(N)    105 10 38.06749(W) AD(       ) 3
 KK1862  NGVD 29 (07/19/86) 2089.5    (m)         6855.     (f) LEVELING    3  
 KK1862
 KK1862.Superseded values are not recommended for survey control.
 KK1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1862.See file dsdata.txt to determine how the superseded data were derived.
 KK1862
 KK1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8475894588(NAD 83)
 KK1862
 KK1862  HISTORY     - Date     Condition        Report By
 KK1862  HISTORY     - 1953     MONUMENTED       USGS
 KK1862  HISTORY     - 1956     GOOD             USGS
 KK1862  HISTORY     - 1965     POOR             USGS
 KK1862
 KK1862                          STATION DESCRIPTION
 KK1862
 KK1862'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 KK1862'STATION IS LOCATED ABOUT 3 MI. WSW. OF THE DENVER FEDERAL CENTER AND
 KK1862'ABOUT 4.5 MI. SE. OF GOLDEN, ON HIGHEST POINT OF GRASSY MOUNTAIN KNOWN
 KK1862'AS GREEN MOUNTAIN.
 KK1862'
 KK1862'TO REACH FROM DENVER FEDERAL CENTER, GO GENERALLY SW. ON ALAMEDA
 KK1862'PARKWAY ABOUT 5.0 MI. TO GRAVEL RD. TAKING OFF TO RIGHT (N.).  FOLLOW
 KK1862'THIS RD. ABOUT 0.7 MI. TO GATE IN FENCE ON RIGHT SIDE OF RD.  GO
 KK1862'THROUGH GATE AND CROSS COUNTRY ABOUT 0.2 MI. TO NEAREST RIDGE AND WORK
 KK1862'WAY UP RIDGE ABOUT 1.0 MI. GOING ALONG OLD FENCE LINE ON VERY NARROW
 KK1862'PART OF RIDGE TO SADDLE.  THEN BEAR RIGHT (S.) ABOUT 0.1 MI. TO
 KK1862'HIGHEST POINT AND STATION.  A FOUR WHEEL DRIVE VEHICLE MAY BE DRIVEN
 KK1862'TO STATION.
 KK1862'
 KK1862'STATION MARK--STANDARD BRONZE TABLET STAMPED ---GREEN 1950---, SET IN
 KK1862'TOP OF BOULDER.
 KK1862'
 KK1862'ORIGINAL TABLET HAS BEEN BROKEN OUT OF ROCK IN WHICH IT WAS SET AND
 KK1862'HAS BEEN REMOVED.  A NEW STANDARD BRONZE TABLET WAS SET IN THE
 KK1862'ORIGINAL DRILL HOLE AND IS STAMPED ---GREEN - RESET 1953---.
 KK1862
 KK1862                          STATION RECOVERY (1965)
 KK1862
 KK1862'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 KK1862'USGS REPORTED THAT ONLY THE DRILL HOLE NOW REMAINS FOR THIS
 KK1862'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0508 ***********************************************************************
 HK0508  FBN         -  This is a Federal Base Network Control Station.
 HK0508  DESIGNATION -  GREENHORN
 HK0508  PID         -  HK0508
 HK0508  STATE/COUNTY-  CO/HUERFANO
 HK0508  USGS QUAD   -  COLORADO CITY (1975)
 HK0508
 HK0508                         *CURRENT SURVEY CONTROL
 HK0508  ___________________________________________________________________
 HK0508* NAD 83(1992)-  37 53 20.13863(N)    104 51 21.60738(W)     ADJUSTED  
 HK0508* NAVD 88     -      1882.9    (meters)    6177.     (feet)  GPS OBS   
 HK0508  ___________________________________________________________________
 HK0508  X           -  -1,292,588.801 (meters)                     COMP
 HK0508  Y           -  -4,872,961.874 (meters)                     COMP
 HK0508  Z           -   3,896,867.153 (meters)                     COMP
 HK0508  LAPLACE CORR-         -13.03  (seconds)                    DEFLEC99
 HK0508  ELLIP HEIGHT-        1865.34  (meters)          (09/24/02) GPS OBS
 HK0508  GEOID HEIGHT-         -17.41  (meters)                     GEOID03
 HK0508
 HK0508  HORZ ORDER  -  B
 HK0508  ELLP ORDER  -  THIRD     CLASS I
 HK0508
 HK0508.The horizontal coordinates were established by GPS observations
 HK0508.and adjusted by the National Geodetic Survey in May 1992..
 HK0508
 HK0508.The orthometric height was determined by GPS observations and a
 HK0508.high-resolution geoid model.
 HK0508
 HK0508.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HK0508
 HK0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0508
 HK0508.The ellipsoidal height was determined by GPS observations
 HK0508.and is referenced to NAD 83.
 HK0508
 HK0508.The geoid height was determined by GEOID03.
 HK0508
 HK0508;                    North         East     Units Scale Factor Converg.
 HK0508;SPC CO S     -   440,647.365   971,047.445   MT  0.99994585   +0 23 42.1
 HK0508;SPC CO S     - 1,445,690.56  3,185,844.83   sFT  0.99994585   +0 23 42.1
 HK0508;UTM  13      - 4,193,501.172   512,661.683   MT  0.99960197   +0 05 18.4
 HK0508
 HK0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0508!SPC CO S     -   0.99970738  x   0.99994585  =   0.99965325
 HK0508!UTM  13      -   0.99970738  x   0.99960197  =   0.99930947
 HK0508
 HK0508|---------------------------------------------------------------------|
 HK0508| PID    Reference Object                     Distance      Geod. Az  |
 HK0508|                                                           dddmmss.s |
 HK0508| CM8213 GREENHORN RM 1                        7.559 METERS 16848     |
 HK0508| CM8214 GREENHORN RM 2                        8.323 METERS 26340     |
 HK0508| CM8212 GREENHORN AZ MK                                    3582843.3 |
 HK0508|---------------------------------------------------------------------|
 HK0508
 HK0508                          SUPERSEDED SURVEY CONTROL
 HK0508
 HK0508  NAD 83(1992)-  37 53 20.13862(N)    104 51 21.60738(W) AD(       ) 1
 HK0508  ELLIP H (05/26/92) 1865.36   (m)                       GP(       ) 4 1
 HK0508  NAD 83(1986)-  37 53 20.12777(N)    104 51 21.59250(W) AD(       ) 1
 HK0508  NAD 27      -  37 53 20.09300(N)    104 51 19.64200(W) AD(       ) 1
 HK0508  NGVD 29 (07/19/86) 1881.7    (m)         6174.     (f) VERT ANG       
 HK0508
 HK0508.Superseded values are not recommended for survey control.
 HK0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0508.See file dsdata.txt to determine how the superseded data were derived.
 HK0508
 HK0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB1266293501(NAD 83)
 HK0508_MARKER: DS = TRIANGULATION STATION DISK
 HK0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0508_SP_SET: CONCRETE POST
 HK0508_STAMPING: GREENHORN 1949
 HK0508_MARK LOGO: CGS   
 HK0508_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HK0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0508+STABILITY: SURFACE MOTION
 HK0508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HK0508+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1998
 HK0508
 HK0508  HISTORY     - Date     Condition        Report By
 HK0508  HISTORY     - 1949     MONUMENTED       CGS
 HK0508  HISTORY     - 1949     GOOD             CGS
 HK0508  HISTORY     - 19910413 GOOD             NGS
 HK0508  HISTORY     - 19931007 GOOD             CODOT
 HK0508  HISTORY     - 19960221 GOOD             MSAM
 HK0508  HISTORY     - 19970210 GOOD             CODOT
 HK0508  HISTORY     - 19981019 GOOD             NGS
 HK0508
 HK0508                          STATION DESCRIPTION
 HK0508
 HK0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 HK0508'THE STATION IS LOCATED ABOUT 1.5 MILES WEST OF U.S. HIGHWAYS
 HK0508'85 AND 87, ABOUT 1.2 MILES AIR LINE SOUTH OF THE SETTLEMENT
 HK0508'OF GREENHORN, ON A RIDGE BETWEEN PUEBLO AND HUERFANO COUNTIES,
 HK0508'18 PACES WEST OF THE CENTER LINE OF STATE HIGHWAY 181, 7
 HK0508'PACES WEST OF THE HUERFANO-PUEBLO COUNTY-LINE SIGNPOST, 3 FEET
 HK0508'WEST OF FENCE LINE, 10 FEET SOUTH OF A 4 X 4 WITNESS POST,
 HK0508'PROJECTS 4 INCHES, AND IS STAMPED, GREENHORN 1949.
 HK0508'
 HK0508'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION
 HK0508'AS THE STATION, 3 FEET WEST OF FENCE LINE, PROJECTS 5 INCHES,
 HK0508'AND IS STAMPED, GREENHORN NO 1 1949.
 HK0508'
 HK0508'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 HK0508'THE STATION, 2 FEET EAST OF SNOW FENCE, PROJECTS 4 INCHES, AND
 HK0508'IS STAMPED, GREENHORN NO 2 1949.
 HK0508'
 HK0508'THE AZIMUTH MARK IS LOCATED ALONG STATE HIGHWAY 181, 18 FEET
 HK0508'EAST OF THE CENTER LINE OF HIGHWAY, IN THE CENTER OF THE
 HK0508'EAST ABUTMENT OF CONCRETE CULVERT, PROJECTS 5 INCHES, AND IS
 HK0508'STAMPED, GREENHORN 1949.
 HK0508'
 HK0508'TO REACH FROM THE SETTLEMENT OF GREENHORN, DRIVE SOUTH ALONG
 HK0508'STATE HIGHWAY 181 FOR 1.25 MILE TO STATION AS DESCRIBED ABOVE.
 HK0508'
 HK0508'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 85, 87 AND STATE
 HK0508'HIGHWAY 181, WHICH IS 18.4 MILES BY ROAD NORTH OF WALSENBURG,
 HK0508'TURN WEST ALONG STATE HIGHWAY 181 FOR 2.25 MILES TO STATION
 HK0508'AS DESCRIBED ABOVE.  A DRIVE STATION.
 HK0508
 HK0508                          STATION RECOVERY (1949)
 HK0508
 HK0508'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 HK0508'RECOVERED IN GOOD CONDITION.
 HK0508
 HK0508                          STATION RECOVERY (1991)
 HK0508
 HK0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HK0508'STATION IS LOCATED ABOUT 48 KM (29.8 MI) SOUTH-SOUTHWEST OF PUEBLO, 30
 HK0508'KM (18.6 MI) NORTH-NORTHWEST OF WALSENBURG, 10 KM (6.2 MI) SOUTHWEST
 HK0508'OF COLORADO CITY, 0.1 KM (0.1 MI) SOUTH OF THE PUEBLO-HUERFANO COUNTY
 HK0508'LINE, ALONG A DIRT ROAD, IN A PASTURE, IN THE CENTER OF SECTION 11, T
 HK0508'25 S, R 67 W.  OWNERSHIP--E.H. AND FLORENCE SPARKS, PO BOX 891,
 HK0508'PUEBLO, CO 81002.
 HK0508'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 25 AND STATE HIGHWAY
 HK0508'165 AT COLORADO CITY (EXIT 74), GO SOUTHWEST ON HIGHWAY 165 FOR 4.99
 HK0508'KM (3.10 MI) TO A PAVED ROAD LEFT (CIBOLA DRIVE).  CONTINUE AHEAD FOR
 HK0508'1.32 KM (0.82 MI) TO A GRAVEL ROAD LEFT.  TURN LEFT, SOUTH, ON OLD
 HK0508'HIGHWAY 181 FOR 4.26 KM (2.65 MI) TO DAVIS ROAD ON THE LEFT AT TOP OF
 HK0508'GRADE.  CONTINUE AHEAD FOR 1.31 KM (0.81 MI) TO TOP OF RISE AND
 HK0508'STATION ON THE RIGHT.
 HK0508'STATION MARK IS SET IN THE TOP OF A 20-CM SQUARE CONCRETE POST
 HK0508'PROJECTING 1 CM.  IT IS 16.3 M (53.5 FT) WEST OF, AND 1 M (3.3 FT)
 HK0508'HIGHER THAN THE ROAD CENTER, 1.1 M (3.6 FT) WEST OF THE RIGHT-OF-WAY
 HK0508'FENCE AND 0.7 M (2.3 FT) EAST OF A FIBERGLASS WITNESS POST.
 HK0508'DESCRIBED BY G.R.HEID
 HK0508
 HK0508                          STATION RECOVERY (1993)
 HK0508
 HK0508'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1993
 HK0508'RECOVERED IN GOOD CONDITION.
 HK0508
 HK0508                          STATION RECOVERY (1996)
 HK0508
 HK0508'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1996 (KCH)
 HK0508'RECOVERED AS DESCRIBED.
 HK0508
 HK0508                          STATION RECOVERY (1997)
 HK0508
 HK0508'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 HK0508'RECOVERED AS DESCRIBED.
 HK0508
 HK0508                          STATION RECOVERY (1998)
 HK0508
 HK0508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 HK0508'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0511 ***********************************************************************
 HK0511  DESIGNATION -  GREENHORN MOUNTAIN CAIRN
 HK0511  PID         -  HK0511
 HK0511  STATE/COUNTY-  CO/HUERFANO
 HK0511  USGS QUAD   -  SAN ISABEL (1994)
 HK0511
 HK0511                         *CURRENT SURVEY CONTROL
 HK0511  ___________________________________________________________________
 HK0511* NAD 83(1992)-  37 52 53.38235(N)    105 00 47.87300(W)     ADJUSTED  
 HK0511* NAVD 88     -                                                        
 HK0511  ___________________________________________________________________
 HK0511  LAPLACE CORR-         -15.06  (seconds)                    DEFLEC99
 HK0511  GEOID HEIGHT-         -16.27  (meters)                     GEOID03
 HK0511
 HK0511  HORZ ORDER  -  THIRD
 HK0511
 HK0511.The horizontal coordinates were established by classical geodetic methods
 HK0511.and adjusted by the National Geodetic Survey in January 1993..
 HK0511
 HK0511
 HK0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0511
 HK0511.The geoid height was determined by GEOID03.
 HK0511
 HK0511;                    North         East     Units Scale Factor Converg.
 HK0511;SPC CO S     -   439,738.739   957,216.240   MT  0.99994574   +0 17 54.7
 HK0511;SPC CO S     - 1,442,709.51  3,140,466.95   sFT  0.99994574   +0 17 54.7
 HK0511;UTM  13      - 4,192,666.871   498,830.590   MT  0.99960002   -0 00 29.4
 HK0511
 HK0511                          SUPERSEDED SURVEY CONTROL
 HK0511
 HK0511  NAD 83(1986)-  37 52 53.38292(N)    105 00 47.85740(W) AD(       ) 4
 HK0511  NAD 27      -  37 52 52.92000(N)    105 00 46.25000(W) AD(       ) 3
 HK0511
 HK0511.Superseded values are not recommended for survey control.
 HK0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0511.See file dsdata.txt to determine how the superseded data were derived.
 HK0511
 HK0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB9883192667(NAD 83)
 HK0511_MARKER: 72 = CAIRN
 HK0511
 HK0511  HISTORY     - Date     Condition        Report By
 HK0511  HISTORY     - 1895     FIRST OBSERVED   CGS
 HK0511
 HK0511                          STATION DESCRIPTION
 HK0511
 HK0511'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0512 ***********************************************************************
 HK0512  DESIGNATION -  GREENHORN MTN
 HK0512  PID         -  HK0512
 HK0512  STATE/COUNTY-  CO/HUERFANO
 HK0512  USGS QUAD   -  SAN ISABEL (1994)
 HK0512
 HK0512                         *CURRENT SURVEY CONTROL
 HK0512  ___________________________________________________________________
 HK0512* NAD 83(1992)-  37 52 53.26230(N)    105 00 47.97226(W)     ADJUSTED  
 HK0512* NAVD 88     -      3765.0    (meters)   12352.     (feet)  VERTCON   
 HK0512  ___________________________________________________________________
 HK0512  LAPLACE CORR-         -15.04  (seconds)                    DEFLEC99
 HK0512  GEOID HEIGHT-         -16.27  (meters)                     GEOID03
 HK0512
 HK0512  HORZ ORDER  -  THIRD
 HK0512
 HK0512.The horizontal coordinates were established by classical geodetic methods
 HK0512.and adjusted by the National Geodetic Survey in January 1993..
 HK0512
 HK0512.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0512
 HK0512.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0512
 HK0512.The geoid height was determined by GEOID03.
 HK0512
 HK0512;                    North         East     Units Scale Factor Converg.
 HK0512;SPC CO S     -   439,735.026   957,213.834   MT  0.99994574   +0 17 54.7
 HK0512;SPC CO S     - 1,442,697.33  3,140,459.05   sFT  0.99994574   +0 17 54.7
 HK0512;UTM  13      - 4,192,663.171   498,828.165   MT  0.99960002   -0 00 29.5
 HK0512
 HK0512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0512!SPC CO S     -   0.99941211  x   0.99994574  =   0.99935788
 HK0512!UTM  13      -   0.99941211  x   0.99960002  =   0.99901236
 HK0512
 HK0512:                Primary Azimuth Mark                     Grid Az
 HK0512:SPC CO S     -  GRANEROS                                 081 14 56.3
 HK0512:UTM  13      -  GRANEROS                                 081 33 20.5
 HK0512
 HK0512|---------------------------------------------------------------------|
 HK0512| PID    Reference Object                     Distance      Geod. Az  |
 HK0512|                                                           dddmmss.s |
 HK0512| HK0509 GRANEROS                            APPROX.18.2 KM 0813251.0 |
 HK0512|---------------------------------------------------------------------|
 HK0512
 HK0512                          SUPERSEDED SURVEY CONTROL
 HK0512
 HK0512  NAD 83(1986)-  37 52 53.24862(N)    105 00 47.96851(W) AD(       ) 3
 HK0512  NAD 27      -  37 52 53.21983(N)    105 00 46.00185(W) AD(       ) 3
 HK0512  NGVD 29 (07/19/86) 3763.6    (m)        12348.     (f) VERT ANG       
 HK0512
 HK0512.Superseded values are not recommended for survey control.
 HK0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0512.See file dsdata.txt to determine how the superseded data were derived.
 HK0512
 HK0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB9882892663(NAD 83)
 HK0512_MARKER: N = NAIL
 HK0512_SETTING: 0 = UNSPECIFIED SETTING
 HK0512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0512
 HK0512  HISTORY     - Date     Condition        Report By
 HK0512  HISTORY     - 1967     MONUMENTED       USGS
 HK0512
 HK0512                          STATION DESCRIPTION
 HK0512
 HK0512'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 HK0512'LOCATED ABOUT 22.0 MI. (AIRLINE) NW. OF WALSENBURG, COLORADO, ABOUT
 HK0512'10.0 MI. (AIRLINE) W. OF INTERSTATE HIGHWAY NO. 25, ON THE HIGHEST
 HK0512'POINT OF THE MOUNTAIN KNOWN AS GREENHORN MOUNTAIN.  STATION
 HK0512'REACHED BY HELICOPTER IN 1967.
 HK0512'
 HK0512'STATION MARK--A COPPER NAIL AND WASHER, SET 16.0 FT. FROM ROCK
 HK0512'CAIRN, S 40 DEG 37 MIN W.
 HK0512'
 HK0512'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0603 ***********************************************************************
 LM0603  DESIGNATION -  GREENRIDGE
 LM0603  PID         -  LM0603
 LM0603  STATE/COUNTY-  CO/ROUTT
 LM0603  USGS QUAD   -  GREEN RIDGE (1972)
 LM0603
 LM0603                         *CURRENT SURVEY CONTROL
 LM0603  ___________________________________________________________________
 LM0603* NAD 83(1992)-  40 07 53.06534(N)    106 47 33.84068(W)     ADJUSTED  
 LM0603* NAVD 88     -      3222.2    (meters)   10572.     (feet)  VERTCON   
 LM0603  ___________________________________________________________________
 LM0603  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 LM0603  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 LM0603
 LM0603  HORZ ORDER  -  FIRST
 LM0603
 LM0603.The horizontal coordinates were established by classical geodetic methods
 LM0603.and adjusted by the National Geodetic Survey in January 1993..
 LM0603
 LM0603.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0603
 LM0603.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0603
 LM0603.The geoid height was determined by GEOID03.
 LM0603
 LM0603;                    North         East     Units Scale Factor Converg.
 LM0603;SPC CO N     -   394,213.890   804,230.646   MT  0.99995900   -0 50 07.0
 LM0603;SPC CO N     - 1,293,350.07  2,638,546.71   sFT  0.99995900   -0 50 07.0
 LM0603;UTM  13      - 4,443,882.699   347,262.275   MT  0.99988719   -1 09 20.6
 LM0603
 LM0603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0603!SPC CO N     -   0.99949675  x   0.99995900  =   0.99945577
 LM0603!UTM  13      -   0.99949675  x   0.99988719  =   0.99938400
 LM0603
 LM0603|---------------------------------------------------------------------|
 LM0603| PID    Reference Object                     Distance      Geod. Az  |
 LM0603|                                                           dddmmss.s |
 LM0603| CP5462 GREENRIDGE RM 1                      21.585 METERS 03855     |
 LM0603| CP5463 GREENRIDGE RM 2                      34.934 METERS 14953     |
 LM0603| CP5461 GREENRIDGE AZ MK                                   1653420.2 |
 LM0603|---------------------------------------------------------------------|
 LM0603
 LM0603                          SUPERSEDED SURVEY CONTROL
 LM0603
 LM0603  NAD 83(1986)-  40 07 53.06411(N)    106 47 33.83731(W) AD(       ) 1
 LM0603  NAD 27      -  40 07 53.11800(N)    106 47 31.67500(W) AD(       ) 1
 LM0603  NGVD 29 (07/19/86) 3220.6    (m)        10566.     (f) VERT ANG       
 LM0603
 LM0603.Superseded values are not recommended for survey control.
 LM0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0603.See file dsdata.txt to determine how the superseded data were derived.
 LM0603
 LM0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE4726243883(NAD 83)
 LM0603_MARKER: DS = TRIANGULATION STATION DISK
 LM0603_SETTING: 80 = SET IN A BOULDER
 LM0603_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LM0603
 LM0603  HISTORY     - Date     Condition        Report By
 LM0603  HISTORY     - 1939     MONUMENTED       CGS
 LM0603  HISTORY     - 1953     GOOD             CGS
 LM0603  HISTORY     - 1972     GOOD             USGS
 LM0603
 LM0603                          STATION DESCRIPTION
 LM0603
 LM0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ)
 LM0603'ABOUT 5.0 MILES AIRLINE NORTH OF TOPONAS ON THE HIGHEST POINT
 LM0603'OF A TIMBERED RIDGE, ABOUT 1.0 MILE SOUTHEAST OF THE BARE SLIDE
 LM0603'AREA KNOWN AS THE MUD SLIDE, AND 1/2 MILE EAST OF AN OLD
 LM0603'SAWMILL SITE, IN ROUTT NATIONAL FOREST.
 LM0603'
 LM0603'TO REACH FROM THE JUNCTION OF OLD STATE HIGHWAY 131 AND STATE
 LM0603'HIGHWAY 84 IN TOPONAS.  GO NORTH AND WEST ALONG OLD STATE
 LM0603'HIGHWAY 131 ALONG THE EAST SIDE OF THE RAILROAD TRACKS FOR
 LM0603'0.7 MILES TO A LUMBER SHED ON THE LEFT AND A BOARD GATE ON THE
 LM0603'RIGHT.  TURN RIGHT, NORTH, THROUGH GATE AND GO 0.25 MILE TO
 LM0603'WIRE GATE.  PASS THROUGH GATE AND TAKE LEFT FORK FOR 0.5 MILE
 LM0603'TO ANOTHER WIRE GATE.  PASS THROUGH GATE AND CONTINUE ON MAIN
 LM0603'TRAVELED ROAD 1.1 MILES TO WIRE GATE AND HOUSE ON HILLSIDE
 LM0603'TO EAST, RIGHT.  PASS THROUGH GATE AND CONTINUE 0.2 MILE TO
 LM0603'HOUSE.  TAKE DIM ROAD TO RIGHT IN FRONT OF HOUSE AND GO 0.15
 LM0603'MILE TO A FORKS BY AN OLD FENCE LINE AT THE TOP OF A RIDGE.
 LM0603'TAKE LEFT FORK TO EAST AND GO 0.15 MILE TO A WIRE GATE.
 LM0603'PASS THROUGH GATE AND CONTINUE ON MAIN TRAVELED ROAD, NORTH
 LM0603'AND NORTHEAST 3.25 MILES TO A SMALL SPRING JUST ABOVE AN
 LM0603'OLD SAWMILL SITE.  CONTINUE 0.15 MILE TO THE SECOND DIM
 LM0603'FORK TO THE RIGHT AND A PINE TREE MARKED WITH A TRIANGULAR
 LM0603'BLAZE.  TAKE RIGHT FORK AND FOLLOW OLD WOODS ROAD UP SIDE
 LM0603'OF HILL TO NORTHEAST AND EAST FOR 0.3 MILE TO THE END OF
 LM0603'THE ROAD AND THE END OF TRUCK TRAVEL.  CONTINUE IN A
 LM0603'SOUTHEASTERLY DIRECTION ON A WELL MARKED FOREST SERVICE TRAIL
 LM0603'TO THE TOP OF THE RIDGE AND STATION.  ABOUT A FIVE
 LM0603'MINUTE PACK.
 LM0603'
 LM0603'SURFACE MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 LM0603'HOLE IN A BOULDER, AND REFERENCE AND AZIMUTH MARKS ARE
 LM0603'STANDARD BRONZE DISKS SET IN OUTCROPPING BEDROCK.
 LM0603'
 LM0603'AZIMUTH MARK IS IN THE END OF THE RIDGE ABOUT 1/4 MILE
 LM0603'SOUTH-SOUTHEAST OF THE STATION.  THERE IS A BLAZED TRAIL
 LM0603'LEADING FROM THE STATION TO THE AZIMUTH.
 LM0603
 LM0603                          STATION RECOVERY (1953)
 LM0603
 LM0603'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 LM0603'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 LM0603'THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 LM0603'
 LM0603'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 LM0603'
 LM0603'THE STATION IS LOCATED ABOUT 6.5 MILES EAST-SOUTHEAST OF YAMPA
 LM0603'AND ABOUT 5.7 MILES NORTH OF TOPONAS IN ROUTT NATIONAL FOREST.
 LM0603'IT IS ON THE HIGHEST POINT OF A TIMBERED RIDGE, ABOUT 1 MILE
 LM0603'SOUTHEAST OF THE BARE SLIDE-AREA KNOWN AS THE MUD SLIDE AND ABOUT
 LM0603'0.5 MILE EAST OF AN OLD SAWMILL SITE.  THE DISK IS SET FLUSH
 LM0603'IN A BOULDER AND IS STAMPED GREENRIDGE 1939.
 LM0603'
 LM0603'R.M. NO. 1 IS ABOUT 5 FEET BELOW THE STATION ELEVATION, SET
 LM0603'FLUSH IN OUTCROPPING BEDROCK AND IS STAMPED GREENRIDGE NO 1
 LM0603'1939.
 LM0603'
 LM0603'R.M. NO. 2 IS ABOUT 10 FEET BELOW THE STATION ELEVATION, SET
 LM0603'FLUSH IN OUTCROPPING BEDROCK AND IS STAMPED GREENRIDGE NO 2 1939.
 LM0603'
 LM0603'THE AZIMUTH MARK IS LOCATED AT THE SOUTHERN END OF THE STATION
 LM0603'RIDGE ON THE NORTHEASTERN EDGE OF A BLUFF.  IT IS SET FLUSH
 LM0603'IN OUTCROPPING BEDROCK AND IS STAMPED GREENRIDGE 1939.
 LM0603'
 LM0603'TO REACH THE STATION FROM THE POST OFFICE IN TOPONAS GO EAST
 LM0603'FOR 0.05 MILE TO A GRAVELED ROAD LEFT, TURN LEFT AND GO 0.25
 LM0603'MILE, (CROSSING A RAILROAD TRACK), TO A T JUNCTION, TURN RIGHT
 LM0603'FOR 0.1 MILE TO A GATE AND CATTLE GUARD ON THE LEFT, TURN LEFT
 LM0603'OVER THE CATTLE GUARD AND FOLLOW A TRACK ROAD FOR 0.2 MILE
 LM0603'TO A WIRE GATE AND CATTLE GUARD, CONTINUE AHEAD, KEEPING THE
 LM0603'RIGHT FORK AFTER PASSING OVER THE CATTLE GUARD, FOR 0.3 MILE
 LM0603'TO A FORK, TAKE THE RIGHT FORK FOR 0.25 MILE TO A FORK,
 LM0603'TAKE THE LEFT FORK UP THE HILL FOR 1.25 MILES TO A WIRE
 LM0603'GATE AND CATTLE GUARD, PASS THROUGH THE GATE AND CONTINUE ON
 LM0603'THE MAIN TRAVELED ROAD FOR 1.5 MILES TO A WIRE GATE AND
 LM0603'CATTLE GUARD, PASS THROUGH THE GATE AND CONTINUE FOR 0.5 MILE
 LM0603'TO A FORK, TAKE THE LEFT FORK FOR 1.3 MILES TO A CROSSROAD
 LM0603'AND A SIGN ON THE LEFT, YAMPA 8 -- LOOKOUT POINT 1,
 LM0603'CONTINUE AHEAD UP THE HILL FOR 0.15 MILE TO A FORK, TAKE
 LM0603'THE LEFT FORK FOR 0.4 MILE TO A FORK, TAKE THE RIGHT FORK
 LM0603'FOR 0.25 MILE TO A FORK, HERE LEAVE THE MAIN TRAVELED
 LM0603'ROAD, TURN LEFT SHARPLY AND FOLLOW A DIM TRACK ROAD FOR
 LM0603'0.2 MILE TO A DIM TRACK ROAD ON THE RIGHT AT A BLAZED TREE,
 LM0603'TURN RIGHT AND GO UP THE HILL FOR 0.1 MILE TO AN OPEN AREA,
 LM0603'CROSS THE OPEN AREA AND GO SOUTH AND SOUTHWEST FOR 0.1
 LM0603'MILE TO ANOTHER OPEN AREA, BEAR RIGHT FOR ABOUT 0.05 MILE
 LM0603'TO THE NORTHWEST PART OF THE OPENING AND A BLAZED TRAIL, TURN
 LM0603'LEFT ON THE TRAIL AND GO 0.15 MILE TO SOME DOWN TIMBER.
 LM0603'THIS WAS THE END OF TRUCK TRAVEL.  FROM THIS POINT PACK UP
 LM0603'THE HILL, STAYING ON THE TRAIL, FOR ABOUT 100 YARDS TO THE
 LM0603'SUMMIT OF THE RIDGE AND THE STATION AS DESCRIBED.
 LM0603'
 LM0603'THIS IS A 5-MINUTE PACK.
 LM0603'
 LM0603'A 4-WHEEL DRIVE JEEP WAS USED FOR THE LATTER PORTION OF
 LM0603'VEHICLE TRAVEL.
 LM0603
 LM0603                          STATION RECOVERY (1972)
 LM0603
 LM0603'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 LM0603'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1705 ***********************************************************************
 KK1705  DESIGNATION -  GREENWOOD
 KK1705  PID         -  KK1705
 KK1705  STATE/COUNTY-  CO/ARAPAHOE
 KK1705  USGS QUAD   -  HIGHLANDS RANCH (1965)
 KK1705
 KK1705                         *CURRENT SURVEY CONTROL
 KK1705  ___________________________________________________________________
 KK1705* NAD 83(1992)-  39 36 42.24730(N)    104 57 36.81294(W)     ADJUSTED  
 KK1705* NAVD 88     -      1690.6    (meters)    5547.     (feet)  VERTCON   
 KK1705  ___________________________________________________________________
 KK1705  LAPLACE CORR-          -7.34  (seconds)                    DEFLEC99
 KK1705  GEOID HEIGHT-         -17.00  (meters)                     GEOID03
 KK1705
 KK1705  HORZ ORDER  -  SECOND
 KK1705
 KK1705.The horizontal coordinates were established by classical geodetic methods
 KK1705.and adjusted by the National Geodetic Survey in January 1993..
 KK1705
 KK1705.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1705
 KK1705.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1705
 KK1705.The geoid height was determined by GEOID03.
 KK1705
 KK1705;                    North         East     Units Scale Factor Converg.
 KK1705;SPC CO C     -   502,358.579   960,753.820   MT  0.99997557   +0 20 25.5
 KK1705;SPC CO C     - 1,648,154.77  3,152,073.16   sFT  0.99997557   +0 20 25.5
 KK1705;UTM  13      - 4,384,665.844   503,414.263   MT  0.99960014   +0 01 31.3
 KK1705
 KK1705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1705!SPC CO C     -   0.99973750  x   0.99997557  =   0.99971308
 KK1705!UTM  13      -   0.99973750  x   0.99960014  =   0.99933775
 KK1705
 KK1705|---------------------------------------------------------------------|
 KK1705| PID    Reference Object                     Distance      Geod. Az  |
 KK1705|                                                           dddmmss.s |
 KK1705| KK1702 GREENWOOD AZ MK OFFSET              380.034 METERS 00522     |
 KK1705| KK1703 GREENWOOD AZ MK                     373.244 METERS 00522     |
 KK1705| KK1704 GREENWOOD RM 1                        6.842 METERS 15034     |
 KK1705| CP8140 GREENWOOD RM 2                        9.587 METERS 20602     |
 KK1705|---------------------------------------------------------------------|
 KK1705
 KK1705                          SUPERSEDED SURVEY CONTROL
 KK1705
 KK1705  NAD 83(1986)-  39 36 42.24416(N)    104 57 36.81155(W) AD(       ) 2
 KK1705  NAD 27      -  39 36 42.28715(N)    104 57 34.87836(W) AD(       ) 2
 KK1705  NGVD 29 (07/19/86) 1689.7    (m)         5544.     (f) VERT ANG       
 KK1705
 KK1705.Superseded values are not recommended for survey control.
 KK1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1705.See file dsdata.txt to determine how the superseded data were derived.
 KK1705
 KK1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED0341484666(NAD 83)
 KK1705_MARKER: DS = TRIANGULATION STATION DISK
 KK1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK1705_STAMPING: GREENWOOD 1977
 KK1705_MARK LOGO: CGS   
 KK1705_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1705+STABILITY: SURFACE MOTION
 KK1705
 KK1705  HISTORY     - Date     Condition        Report By
 KK1705  HISTORY     - 1977     MONUMENTED       NGS
 KK1705  HISTORY     - 19810621 GOOD             NGS
 KK1705
 KK1705                          STATION DESCRIPTION
 KK1705
 KK1705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1705'THE STATION IS LOCATED IN THE SOUTHWEST PART OF GREENWOOD
 KK1705'VILLAGE, WEST OF STATE HIGHWAY 177 (UNIVERSITY BOULEVARD), ON
 KK1705'PROPERTY OWNED BY THE CITY OF GREENWOOD VILLAGE.
 KK1705'
 KK1705'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 88
 KK1705'(EAST BELLEVIEW AVENUE) AND 177 (SOUTH UNIVERSITY BOULEVARD),
 KK1705'GO SOUTH ON STATE HIGHWAY 177 FOR 0.8 MILE TO LONG ROAD ON THE
 KK1705'LEFT AND THE ENTRANCE TO THE COMMUNITY OF GREEN OAKS AND THE
 KK1705'STATION ON THE RIGHT.  TO REACH THE AZIMUTH MARK FROM THE
 KK1705'STATION, GO NORTH ON STATE HIGHWAY 177 FOR 0.25 MILE AND THE
 KK1705'ON THE RIGHT.
 KK1705'
 KK1705'STATION MARKS, STAMPED---GREENWOOD 1977---, ARE STANDARD DISKS.
 KK1705'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KK1705'CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND. IT IS 57.9
 KK1705'FEET NORTH OF THE GREEN OAKS ENTRANCE SIGN, 20.0 FEET NORTH-
 KK1705'NORTHWEST OF A FIRE HYDRANT, 19.3 FEET SOUTHWEST OF A SPEED
 KK1705'LIMIT SIGN, AND 13.8 FEET WEST OF THE UNIVERSITY BOULEVARD
 KK1705'CURB. THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 KK1705'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 KK1705'
 KK1705'REFERENCE MARK 1, STAMPED---GREENWOOD 1977 NO 1---, IS A
 KK1705'STANDARD DISK SET IN THE TOP OF A CONCRETE CURB PROJECTING
 KK1705'5 INCHES ABOVE THE ROADWAY. IT IS 38.5 FEET NORTH OF THE
 KK1705'GREENWOOD OAKS ENTRANCE SIGN, 37.0 FEET SOUTH OF A SPEED
 KK1705'LIMIT SIGN, AND 7.0 FEET EAST OF A FIRE HYDRANT.
 KK1705'
 KK1705'REFERENCE MARK 2, STAMPED---GREENWOOD 1977 NO 2---, IS A
 KK1705'STANDARD DISK SET FLUSH IN A CONCRETE CURB. IT IS 50.8 FEET
 KK1705'SOUTHWEST OF A SPEED LIMIT SIGN, 28.9 FEET NORTH OF THE
 KK1705'GREENWOOD OAKS ENTRANCE SIGN, AND 20.5 FEET WEST-SOUTHWEST OF
 KK1705'A FIRE HYDRANT.
 KK1705'
 KK1705'AZIMUTH MARK, STAMPED---GREENWOOD 1977---, IS A STANDARD DISK
 KK1705'SET IN THE TOP OF A CONCRETE CURB PROJECTING 4 INCHES. IT IS
 KK1705'39 FEET SOUTH OF THE CENTER OF EAST ALEXANDER LANE, 36.5 FEET
 KK1705'WEST OF A TWIN TRUNKED TREE, 13.9 FEET NORTH OF THE NORTH END
 KK1705'OF A METAL GUARD RAIL, AND 2.5 FEET NORTHEAST OF A FENCE POST.
 KK1705'
 KK1705'HEIGHT OF LIGHT ABOVE THE MARK WAS 1.0 METER.
 KK1705
 KK1705                          STATION RECOVERY (1981)
 KK1705
 KK1705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 KK1705'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 KK1705'RECOVERED IN GOOD CONDITION.  THE LOCATION AND TO REACH ARE ADEQUATE
 KK1705'TO FIND THE STATION.  THE DISTANCES AND DIRECTIONS CHECKED WITHIN
 KK1705'LIMITS EXCEPT FOR THE DISTANCE TO RM 1 BEING 0.015 M SHORTER THAN THE
 KK1705'1977 DISTANCE.  THE DISTANCE TO THE AZIMUTH MARK WAS 0.025 M SHORTER
 KK1705'THAN THE 1977 DISTANCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1395 ***********************************************************************
 JK1395  DESIGNATION -  GREENWOOD
 JK1395  PID         -  JK1395
 JK1395  STATE/COUNTY-  CO/CUSTER
 JK1395  USGS QUAD   -  WETMORE (1963)
 JK1395
 JK1395                         *CURRENT SURVEY CONTROL
 JK1395  ___________________________________________________________________
 JK1395* NAD 83(1992)-  38 11 51.70183(N)    105 06 07.69931(W)     ADJUSTED  
 JK1395* NAVD 88     -      2041.3    (meters)    6697.     (feet)  GPS OBS   
 JK1395  ___________________________________________________________________
 JK1395  X           -  -1,308,038.830 (meters)                     COMP
 JK1395  Y           -  -4,847,088.046 (meters)                     COMP
 JK1395  Z           -   3,923,964.720 (meters)                     COMP
 JK1395  LAPLACE CORR-         -18.52  (seconds)                    DEFLEC99
 JK1395  ELLIP HEIGHT-        2024.87  (meters)          (12/03/02) GPS OBS
 JK1395  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 JK1395
 JK1395  HORZ ORDER  -  FIRST
 JK1395  ELLP ORDER  -  FOURTH    CLASS II
 JK1395
 JK1395.The horizontal coordinates were established by GPS observations
 JK1395.and adjusted by the National Geodetic Survey in August 1994..
 JK1395
 JK1395.The orthometric height was determined by GPS observations and a
 JK1395.high-resolution geoid model.
 JK1395
 JK1395.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1395
 JK1395.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1395
 JK1395.The ellipsoidal height was determined by GPS observations
 JK1395.and is referenced to NAD 83.
 JK1395
 JK1395.The geoid height was determined by GEOID03.
 JK1395
 JK1395;                    North         East     Units Scale Factor Converg.
 JK1395;SPC CO S     -   474,797.078   949,251.638   MT  0.99996548   +0 14 38.5
 JK1395;SPC CO S     - 1,557,730.08  3,114,336.42   sFT  0.99996548   +0 14 38.5
 JK1395;UTM  13      - 4,227,754.985   491,056.621   MT  0.99960099   -0 03 47.4
 JK1395
 JK1395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1395!SPC CO S     -   0.99968238  x   0.99996548  =   0.99964787
 JK1395!UTM  13      -   0.99968238  x   0.99960099  =   0.99928349
 JK1395
 JK1395                          SUPERSEDED SURVEY CONTROL
 JK1395
 JK1395  ELLIP H (08/30/94) 2024.88   (m)                       GP(       ) 4 1
 JK1395
 JK1395.Superseded values are not recommended for survey control.
 JK1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1395.See file dsdata.txt to determine how the superseded data were derived.
 JK1395
 JK1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC9105727755(NAD 83)
 JK1395_MARKER: DH = HORIZONTAL CONTROL DISK
 JK1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1395_SP_SET: CONCRETE POST
 JK1395_STAMPING: GREENWOOD 1993
 JK1395_MARK LOGO: NGS   
 JK1395_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK1395+STABILITY: SURFACE MOTION
 JK1395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1395+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JK1395
 JK1395  HISTORY     - Date     Condition        Report By
 JK1395  HISTORY     - 1993     MONUMENTED       CODOT
 JK1395
 JK1395                          STATION DESCRIPTION
 JK1395
 JK1395'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1993
 JK1395'STATION IS LOCATED ABOUT 3 MI (4.8 KM) SOUTH OF WETMORE AND 11 MI
 JK1395'(17.7 KM) NORTHWEST OF BEULAH IN SEC 27, T 21 S, R 69 W OF THE 6TH
 JK1395'PM. OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION RIGHT OF WAY
 JK1395'TO REACH THE STATION FROM THE INTERSECTION OF S.H.67 AND S.H.96 IN
 JK1395'WETMORE, PROCEED WEST ON S.H. 96 FOR 2.9 M (9.5 FT) TO STATION ON
 JK1395'LEFT AT MILEPOST 23.3.
 JK1395'STATION MARK IS AN NGS BRASS HORIZONTAL CONTROL DISK SET INTO A
 JK1395'CONCRETE POST SET FLUSH WITH THE GROUND 27.4 M (89.9 FT) EAST OF
 JK1395'CENTERLINE, 23.1 M (75.8 FT) EAST OF EDGE OF OIL AND 1.7 M (5.6 FT)
 JK1395'WEST OF A WITNESS POST IN FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1703 ***********************************************************************
 KK1703  DESIGNATION -  GREENWOOD AZ MK
 KK1703  PID         -  KK1703
 KK1703  STATE/COUNTY-  CO/ARAPAHOE
 KK1703  USGS QUAD   -  HIGHLANDS RANCH (1965)
 KK1703
 KK1703                         *CURRENT SURVEY CONTROL
 KK1703  ___________________________________________________________________
 KK1703* NAD 83(1992)-  39 36 54.29636(N)    104 57 35.34767(W)     ADJUSTED  
 KK1703* NAVD 88     -      1679.4    (meters)    5510.     (feet)  VERTCON   
 KK1703  ___________________________________________________________________
 KK1703  LAPLACE CORR-          -7.33  (seconds)                    DEFLEC99
 KK1703  GEOID HEIGHT-         -17.01  (meters)                     GEOID03
 KK1703
 KK1703  HORZ ORDER  -  SECOND
 KK1703
 KK1703.The horizontal coordinates were established by classical geodetic methods
 KK1703.and adjusted by the National Geodetic Survey in January 1993..
 KK1703
 KK1703.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1703
 KK1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1703
 KK1703.The geoid height was determined by GEOID03.
 KK1703
 KK1703;                    North         East     Units Scale Factor Converg.
 KK1703;SPC CO C     -   502,730.375   960,786.562   MT  0.99997610   +0 20 26.5
 KK1703;SPC CO C     - 1,649,374.57  3,152,180.58   sFT  0.99997610   +0 20 26.5
 KK1703;UTM  13      - 4,385,037.314   503,449.036   MT  0.99960015   +0 01 32.2
 KK1703
 KK1703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1703!SPC CO C     -   0.99973926  x   0.99997610  =   0.99971537
 KK1703!UTM  13      -   0.99973926  x   0.99960015  =   0.99933951
 KK1703
 KK1703                          SUPERSEDED SURVEY CONTROL
 KK1703
 KK1703  NAD 83(1986)-  39 36 54.29318(N)    104 57 35.34627(W) AD(       ) 2
 KK1703  NAD 27      -  39 36 54.33641(N)    104 57 33.41312(W) AD(       ) 2
 KK1703  NGVD 29 (07/19/86) 1678.5    (m)         5507.     (f) VERT ANG       
 KK1703
 KK1703.Superseded values are not recommended for survey control.
 KK1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1703.See file dsdata.txt to determine how the superseded data were derived.
 KK1703
 KK1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED0344985037(NAD 83)
 KK1703_MARKER: DZ = AZIMUTH MARK DISK
 KK1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1703_STAMPING: GREENWOOD 1977
 KK1703_MARK LOGO: NGS   
 KK1703_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1703+STABILITY: SURFACE MOTION
 KK1703
 KK1703  HISTORY     - Date     Condition        Report By
 KK1703  HISTORY     - 1977     MONUMENTED       NGS
 KK1703  HISTORY     - 19810621 GOOD             NGS
 KK1703
 KK1703                          STATION DESCRIPTION
 KK1703
 KK1703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1703'THE STATION IS LOCATED IN THE WESTERN PORTION OF GREENWOOD
 KK1703'VILLAGE, ON THE EAST SIDE OF STATE HIGHWAY 177 (SOUTH
 KK1703'UNIVERSITY BOULEVARD), JUST SOUTH OF EAST ALEXANDER LANE.
 KK1703'
 KK1703'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 88
 KK1703'(EAST BELLEVIEW AVENUE) AND 177 (SOUTH UNIVERSITY BOULEVARD),
 KK1703'GO SOUTH ON STATE HIGHWAY 177 FOR 0.55 MILE TO EAST ALEXANDER
 KK1703'LANE AND THE STATION ON THE LEFT.
 KK1703'
 KK1703'AZIMUTH MARK, STAMPED---GREENWOOD 1977---, IS A STANDARD DISK
 KK1703'SET IN THE TOP OF A CONCRETE CURB PROJECTION 4 INCHES. IT IS
 KK1703'39 FEET SOUTH OF THE CENTER OF EAST ALEXANDER LANE, 36.5 FEET
 KK1703'WEST OF A TWIN TRUNKED TREE, 13.9 FEET NORTH OF THE NORTH END
 KK1703'OF A METAL GUARD RAIL, AND 2.5 FEET NORTHEAST OF A FENCE POST.
 KK1703'
 KK1703'AN ELECTRONIC DISTANCE MEASUREMENT TRAVERSE TIE WAS MADE
 KK1703'TO TRAVERSE STATION GREENWOOD.
 KK1703'HEIGHT OF LIGHT ABOVE THE MARK WAS 1.0 METER.
 KK1703
 KK1703                          STATION RECOVERY (1981)
 KK1703
 KK1703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 KK1703'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA7128 ***********************************************************************
 AA7128  DESIGNATION -  GREER
 AA7128  PID         -  AA7128
 AA7128  STATE/COUNTY-  CO/JEFFERSON
 AA7128  USGS QUAD   -  GREEN MOUNTAIN (1984)
 AA7128
 AA7128                         *CURRENT SURVEY CONTROL
 AA7128  ___________________________________________________________________
 AA7128* NAD 83(1992)-  39 19 21.38631(N)    105 15 06.90283(W)     ADJUSTED  
 AA7128* NAVD 88     -      2330.4    (meters)    7646.     (feet)  GPS OBS   
 AA7128  ___________________________________________________________________
 AA7128  X           -  -1,300,191.684 (meters)                     COMP
 AA7128  Y           -  -4,768,419.035 (meters)                     COMP
 AA7128  Z           -   4,021,554.723 (meters)                     COMP
 AA7128  LAPLACE CORR-         -14.44  (seconds)                    DEFLEC99
 AA7128  ELLIP HEIGHT-        2315.83  (meters)          (12/03/02) GPS OBS
 AA7128  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 AA7128
 AA7128  HORZ ORDER  -  FIRST
 AA7128  ELLP ORDER  -  FOURTH    CLASS II
 AA7128
 AA7128.The horizontal coordinates were established by GPS observations
 AA7128.and adjusted by the National Geodetic Survey in August 1995..
 AA7128
 AA7128.The orthometric height was determined by GPS observations and a
 AA7128.high-resolution geoid model.
 AA7128
 AA7128.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7128
 AA7128.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7128
 AA7128.The ellipsoidal height was determined by GPS observations
 AA7128.and is referenced to NAD 83.
 AA7128
 AA7128.The geoid height was determined by GEOID03.
 AA7128
 AA7128;                    North         East     Units Scale Factor Converg.
 AA7128;SPC CO C     -   470,151.181   935,793.159   MT  0.99994337   +0 09 23.3
 AA7128;SPC CO C     - 1,542,487.67  3,070,181.39   sFT  0.99994337   +0 09 23.3
 AA7128;UTM  13      - 4,352,607.907   478,285.417   MT  0.99960581   -0 09 34.7
 AA7128
 AA7128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7128!SPC CO C     -   0.99963680  x   0.99994337  =   0.99958019
 AA7128!UTM  13      -   0.99963680  x   0.99960581  =   0.99924275
 AA7128
 AA7128                          SUPERSEDED SURVEY CONTROL
 AA7128
 AA7128  ELLIP H (08/03/95) 2315.87   (m)                       GP(       ) 2 2
 AA7128
 AA7128.Superseded values are not recommended for survey control.
 AA7128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7128.See file dsdata.txt to determine how the superseded data were derived.
 AA7128
 AA7128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7828552608(NAD 83)
 AA7128_MARKER: DD = SURVEY DISK
 AA7128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7128_STAMPING: GREER 1995
 AA7128_MARK LOGO: JCMD  
 AA7128_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA7128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7128+STABILITY: SURFACE MOTION
 AA7128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7128+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA7128
 AA7128  HISTORY     - Date     Condition        Report By
 AA7128  HISTORY     - 1995     MONUMENTED       CODOT
 AA7128
 AA7128                          STATION DESCRIPTION
 AA7128
 AA7128'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (KAW)
 AA7128'THE STATION WILL BE USED DURING A COLORADO HARN DENSIFICATION
 AA7128'PROJECT.
 AA7128' 
 AA7128'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) NORTHWEST OF DECKERS
 AA7128'ALONG JEFFERSON COUNTY ROAD 126 (JCR 126) IN THE SOUTHEAST 1/4 OF
 AA7128'SECTION 20, T 8 S, R 70 W, 6TH P.M.  OWNERSHIP-- U.S.D.A. FOREST
 AA7128'SERVICE.
 AA7128' 
 AA7128'TO REACH THE STATION FROM DECKERS, PROCEED NORTHWEST ON JCR 126 FOR
 AA7128'9.4 MI (15.1 KM) TO THE STATION ON THE LEFT ON TOP OF A CUT SLOPE.
 AA7128' 
 AA7128'TO REACH THE STATION FROM BUFFALO CREEK, PROCEED SOUTH ON JCR 126 FOR
 AA7128'6.1 MI (9.8 KM) TO THE STATION ON THE RIGHT ON TOP OF A CUT SLOPE.
 AA7128' 
 AA7128'THE STATIONIS A 3.25 IN ALUMINUM JEFFERSON COUNTY MAPPING DEPARTMENT
 AA7128'DISK SET IN THE TOP OF A CONCRETE POST.  IT IS APPROXIMATELY 0.5 MI
 AA7128'(0.8 KM) NORTH OF A SCENIC OVERLOOK ON JCR 126, 75 M (246.1 FT) NORTH
 AA7128'OF THE CENTER OF A DIRT ROAD LEADING WEST, 27 M (88.6 FT) WEST OF THE
 AA7128'CENTER OF JCR 126, 2.7 M (8.9 FT) WEST OF THE TOP OF A CUT SLOPE, 2.2
 AA7128'M (7.2 FT) SOUTHWEST OF A COLORADO DEPARTMENT OF TRANSPORTATION
 AA7128'(CODOT)FIBERGLASS WITNESS POST, AND 2.0 M (6.6 FT) NW OF A CODOT
 AA7128'FIBERGLASS WITNESS POST.
 AA7128' 
 AA7128'DESCRIPTION BY K.A. WILLIAMS, (CODOT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8133 ***********************************************************************
 AE8133  DESIGNATION -  GREER
 AE8133  PID         -  AE8133
 AE8133  STATE/COUNTY-  CO/LARIMER
 AE8133  USGS QUAD   -  LIVERMORE (1978)
 AE8133
 AE8133                         *CURRENT SURVEY CONTROL
 AE8133  ___________________________________________________________________
 AE8133* NAD 83(1992)-  40 50 14.64088(N)    105 09 48.23512(W)     ADJUSTED  
 AE8133* NAVD 88     -      1814.4    (meters)    5953.     (feet)  GPS OBS   
 AE8133  ___________________________________________________________________
 AE8133  X           -  -1,264,384.622 (meters)                     COMP
 AE8133  Y           -  -4,665,485.846 (meters)                     COMP
 AE8133  Z           -   4,149,955.386 (meters)                     COMP
 AE8133  LAPLACE CORR-         -15.57  (seconds)                    DEFLEC99
 AE8133  ELLIP HEIGHT-        1799.67  (meters)          (12/03/02) GPS OBS
 AE8133  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 AE8133
 AE8133  HORZ ORDER  -  FIRST
 AE8133  ELLP ORDER  -  FOURTH    CLASS II
 AE8133
 AE8133.The horizontal coordinates were established by GPS observations
 AE8133.and adjusted by the National Geodetic Survey in March 1998..
 AE8133
 AE8133.The orthometric height was determined by GPS observations and a
 AE8133.high-resolution geoid model.
 AE8133
 AE8133.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8133
 AE8133.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8133
 AE8133.The ellipsoidal height was determined by GPS observations
 AE8133.and is referenced to NAD 83.
 AE8133
 AE8133.The geoid height was determined by GEOID03.
 AE8133
 AE8133;                    North         East     Units Scale Factor Converg.
 AE8133;SPC CO N     -   471,858.744   942,791.522   MT  1.00000922   +0 13 03.0
 AE8133;SPC CO N     - 1,548,089.90  3,093,141.85   sFT  1.00000922   +0 13 03.0
 AE8133;UTM  13      - 4,520,720.047   486,224.205   MT  0.99960234   -0 06 24.7
 AE8133
 AE8133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8133!SPC CO N     -   0.99971778  x   1.00000922  =   0.99972700
 AE8133!UTM  13      -   0.99971778  x   0.99960234  =   0.99932023
 AE8133
 AE8133                          SUPERSEDED SURVEY CONTROL
 AE8133
 AE8133  ELLIP H (03/31/98) 1799.69   (m)                       GP(       ) 4 1
 AE8133
 AE8133.Superseded values are not recommended for survey control.
 AE8133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8133.See file dsdata.txt to determine how the superseded data were derived.
 AE8133
 AE8133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF8622420720(NAD 83)
 AE8133_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AE8133_SETTING: 66 = SET IN ROCK OUTCROP
 AE8133_STAMPING: GREER 97
 AE8133_MARK LOGO: CO-069
 AE8133_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE8133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8133+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE8133
 AE8133  HISTORY     - Date     Condition        Report By
 AE8133  HISTORY     - 1997     MONUMENTED       CO-069
 AE8133
 AE8133                          STATION DESCRIPTION
 AE8133
 AE8133'DESCRIBED BY LARIMER COUNTY COLORADO 1997 (RSC)
 AE8133'THE STATION IS LOCATED ABOUT 12.5 MI (20.1 KM) NORTHWEST OF
 AE8133'WELLINGTON, 12 MI (19.3 KM) NORTH-NORTHEAST OF TEDS PLACE AND 4 MI
 AE8133'(6.4 KM) NORTHEAST OF THE FORKS, IN THE NORTHWEST 1/4 OF SECTION 18, T
 AE8133'10 N, R 69 W.  OWNERSHIP--LARIMER COUNTY ROAD RIGHT-OF-WAY TO REACH
 AE8133'THE STATION FROM THE INTERSECTION OF LARIMER COUNTY ROAD 19 AND
 AE8133'LARIMER COUNTY ROAD 80, GO WEST ON LARIMER COUNTY ROAD 80 FOR 1.5 MI
 AE8133'(2.4 KM) TO A LARGE CURVE IN THE ROAD GOING TO THE NORTHWEST. CONTINUE
 AE8133'AHEAD ON LARIMER COUNTY ROAD 80 NORTHWEST FOR 1.3 MI (2.1 KM) TO JUST
 AE8133'WEST OF THE TOP OF THE HILL AND THE STATION ON THE RIGHT AT A PULL OUT
 AE8133'OVER LOOKING PARK CREEK RESERVOIR TO REACH THE STATION FROM THE
 AE8133'INTERSECTION OF COUNTY ROAD 80 AND U. S.  HIGHWAY 287, GO EAST ON
 AE8133'COUNTY ROAD 80 FOR 5.3 MI (8.5 KM) TO THE STATION ON THE LEFT AT A
 AE8133'PULL OUT FOR AN OVERLOOK TO PARK CREEK RESERVOIR THE MARK IS A
 AE8133'STANDARD LARIMER COUNTY GEODETIC CONTROL MARK SET IN A DRILL HOLE IN A
 AE8133'1.6 M (5.2 FT) BY 1 M (3.3 FT) SANDSTONE OUTCROP PROJECTING 5 CM ABOVE
 AE8133'THE GROUND.  IT IS RECESSED 2 CM INTO THE ROCK. IT IS 12.4 M (40.7 FT)
 AE8133'NORTH FROM THE CENTER OF THE DIRT ROAD, 2.3 M (7.5 FT) SOUTHEAST FROM
 AE8133'A TWO WAY BRACE POST AND 1.55 M (5.09 FT) SOUTH FROM A RIGHT-OF-WAY
 AE8133'FENCE AND WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8750 ***********************************************************************
 AH8750  DESIGNATION -  GREYSEN
 AH8750  PID         -  AH8750
 AH8750  STATE/COUNTY-  CO/HUERFANO
 AH8750  USGS QUAD   -  CUCHARA (1963)
 AH8750
 AH8750                         *CURRENT SURVEY CONTROL
 AH8750  ___________________________________________________________________
 AH8750* NAD 83(1992)-  37 27 30.07029(N)    105 01 55.26028(W)     ADJUSTED  
 AH8750* NAVD 88     -      2264.5    (meters)    7429.     (feet)  GPS OBS   
 AH8750  ___________________________________________________________________
 AH8750  X           -  -1,315,208.704 (meters)                     COMP
 AH8750  Y           -  -4,897,477.270 (meters)                     COMP
 AH8750  Z           -   3,859,263.098 (meters)                     COMP
 AH8750  LAPLACE CORR-          -8.65  (seconds)                    DEFLEC99
 AH8750  ELLIP HEIGHT-        2247.87  (meters)          (12/03/02) GPS OBS
 AH8750  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 AH8750
 AH8750  HORZ ORDER  -  FIRST
 AH8750  ELLP ORDER  -  FOURTH    CLASS II
 AH8750
 AH8750.The horizontal coordinates were established by GPS observations
 AH8750.and adjusted by the National Geodetic Survey in April 1999..
 AH8750
 AH8750.The orthometric height was determined by GPS observations and a
 AH8750.high-resolution geoid model.
 AH8750
 AH8750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8750
 AH8750.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8750
 AH8750.The ellipsoidal height was determined by GPS observations
 AH8750.and is referenced to NAD 83.
 AH8750
 AH8750.The geoid height was determined by GEOID03.
 AH8750
 AH8750;                    North         East     Units Scale Factor Converg.
 AH8750;SPC CO S     -   392,768.521   955,804.880   MT  0.99996678   +0 17 13.4
 AH8750;SPC CO S     - 1,288,608.06  3,135,836.51   sFT  0.99996678   +0 17 13.4
 AH8750;UTM  13      - 4,145,721.395   497,168.467   MT  0.99960010   -0 01 10.1
 AH8750
 AH8750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8750!SPC CO S     -   0.99964738  x   0.99996678  =   0.99961417
 AH8750!UTM  13      -   0.99964738  x   0.99960010  =   0.99924762
 AH8750
 AH8750                          SUPERSEDED SURVEY CONTROL
 AH8750
 AH8750  ELLIP H (04/26/99) 2247.85   (m)                       GP(       ) 4 2
 AH8750
 AH8750.Superseded values are not recommended for survey control.
 AH8750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8750.See file dsdata.txt to determine how the superseded data were derived.
 AH8750
 AH8750_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB9716845721(NAD 83)
 AH8750_MARKER: DH = HORIZONTAL CONTROL DISK
 AH8750_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AH8750_SP_SET: HEADWALL OF SMALL STRUCTURE
 AH8750_STAMPING: GREYSEN 1998
 AH8750_MARK LOGO: NGS   
 AH8750_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH8750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8750+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH8750
 AH8750  HISTORY     - Date     Condition        Report By
 AH8750  HISTORY     - 1998     MONUMENTED       NGS
 AH8750
 AH8750                          STATION DESCRIPTION
 AH8750
 AH8750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 AH8750'THE STATION IS LOCATED ABOUT 17.5 MI (28.2 KM) SOUTHWEST FROM
 AH8750'WALSENBURG, 6 MI (9.7 KM) NORTH-NORTHEAST FROM CUCHARA AND 3.5 MI (5.6
 AH8750'KM) SOUTH-SOUTHWEST FROM LA VETA, IN THE NORTHWEST 1/4 OF SECTION 8, T
 AH8750'30 S, R 68 W, AT STATE HIGHWAY 12 MILEPOST 9.1. OWNERSHIP--COLORADO
 AH8750'DEPT.  OF TRANSPORTATION RIGHT-OF-WAY TO REACH THE STATION FROM THE
 AH8750'INTERSECTION OF THE RAILROAD CROSSING IN LA VETA AND STATE HIGHWAY 12
 AH8750'AT THE NORTHERN PART OF TOWN, GO SOUTHERLY ON STATE HIGHWAY 12 FOR 4.2
 AH8750'TO THE STATION ON THE RIGHT JUST BEFORE THE CUCHARA RIVER BRIDGE THE
 AH8750'MARK IS A STANDARD DISK SET INTO THE TOP OF A 1.7 M (5.6 FT) BY 0.3 M
 AH8750'(1.0 FT) HEADWALL OF AN IRRIGATION BRIDGE IN THE SOUTHEAST END OF THE
 AH8750'HEADWALL.  IT IS 32.0 M (105.0 FT) NORTHWEST FROM THE NORTHWEST CORNER
 AH8750'OF THE HIGHWAY BRIDGE OVER THE CUCHARA RIVER, 13.4 M (44.0 FT) WEST
 AH8750'FROM THE CENTER LINE OF STATE HIGHWAY 12, 5.5 M (18.0 FT) NORTH FROM A
 AH8750'WITNESS POST, 1.1 M (3.6 FT) EAST FROM THE RIGHT-OF-WAY FENCE AND
 AH8750'ABOUT 0.3 M (1.0 FT) BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1262 ***********************************************************************
 JK1262  DESIGNATION -  GRIBBLE
 JK1262  PID         -  JK1262
 JK1262  STATE/COUNTY-  CO/FREMONT
 JK1262  USGS QUAD   -  GRIBBLE MOUNTAIN (1983)
 JK1262
 JK1262                         *CURRENT SURVEY CONTROL
 JK1262  ___________________________________________________________________
 JK1262* NAD 83(1992)-  38 34 03.94608(N)    105 24 50.40981(W)     ADJUSTED  
 JK1262* NAVD 88     -      2407.0    (meters)    7897.     (feet)  VERTCON   
 JK1262  ___________________________________________________________________
 JK1262  LAPLACE CORR-          -6.30  (seconds)                    DEFLEC99
 JK1262  GEOID HEIGHT-         -15.19  (meters)                     GEOID03
 JK1262
 JK1262  HORZ ORDER  -  THIRD
 JK1262
 JK1262.The horizontal coordinates were established by classical geodetic methods
 JK1262.and adjusted by the National Geodetic Survey in January 1993..
 JK1262
 JK1262.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1262
 JK1262.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1262
 JK1262.The geoid height was determined by GEOID03.
 JK1262
 JK1262;                    North         East     Units Scale Factor Converg.
 JK1262;SPC CO C     -   386,331.341   921,896.417   MT  0.99997893   +0 03 15.3
 JK1262;SPC CO C     - 1,267,488.74  3,024,588.49   sFT  0.99997893   +0 03 15.3
 JK1262;UTM  13      - 4,268,893.773   463,933.619   MT  0.99961602   -0 15 29.2
 JK1262
 JK1262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1262!SPC CO C     -   0.99962485  x   0.99997893  =   0.99960379
 JK1262!UTM  13      -   0.99962485  x   0.99961602  =   0.99924102
 JK1262
 JK1262:                Primary Azimuth Mark                     Grid Az
 JK1262:SPC CO C     -  TABLE                                    226 08 41.8
 JK1262:UTM  13      -  TABLE                                    226 27 26.3
 JK1262
 JK1262|---------------------------------------------------------------------|
 JK1262| PID    Reference Object                     Distance      Geod. Az  |
 JK1262|                                                           dddmmss.s |
 JK1262| JK1263 TABLE                               APPROX. 9.5 KM 2261157.1 |
 JK1262|---------------------------------------------------------------------|
 JK1262
 JK1262                          SUPERSEDED SURVEY CONTROL
 JK1262
 JK1262  NAD 83(1986)-  38 34 03.93675(N)    105 24 50.41210(W) AD(       ) 3
 JK1262  NAD 27      -  38 34 03.93200(N)    105 24 48.42113(W) AD(       ) 3
 JK1262  NGVD 29 (07/19/86) 2405.8    (m)         7893.     (f) VERT ANG       
 JK1262
 JK1262.Superseded values are not recommended for survey control.
 JK1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1262.See file dsdata.txt to determine how the superseded data were derived.
 JK1262
 JK1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC6393468894(NAD 83)
 JK1262_MARKER: DD = SURVEY DISK
 JK1262_SETTING: 66 = SET IN ROCK OUTCROP
 JK1262_SP_SET: SET IN ROCK OUTCROP
 JK1262_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK1262+STABILITY: POSITION/ELEVATION WELL
 JK1262
 JK1262  HISTORY     - Date     Condition        Report By
 JK1262  HISTORY     - 1940     MONUMENTED       USGS
 JK1262
 JK1262                          STATION DESCRIPTION
 JK1262
 JK1262'DESCRIBED BY US GEOLOGICAL SURVEY 1940
 JK1262'THE STATION IS ON THE HIGHEST POINT OF GRIBBLE MOUNTAIN, A WELL KNOWN
 JK1262'POINT IN THE FORKS OF CURRANT AND COTTONWOOD CREEKS, ABOUT 1-1/2 MI.
 JK1262'SW. OF THE FORKS OF CURRANT CREEK AND MINER GULCH.
 JK1262'
 JK1262'THE STATION IS BEST REACHED FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JK1262'STATE HIGHWAY 9, GO NW. ON STATE HIGHWAY 9 8.5 MI. TO A LOW SADDLE
 JK1262'WHERE HIGHWAY 9 DIPS DOWN INTO CURRANT CREEK FROM A SIDE DRAW OF
 JK1262'COTTONWOOD CREEK, THE STATION IS ABOUT 0.75 MI. S.
 JK1262'
 JK1262'STATION MARK--STANDARD BRONZE TABLET, CEMENTED IN ROCK IN PLACE,
 JK1262'STAMPED ---GRIBBLE-R 1940---.
 JK1262'
 JK1262'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE TABLET, CEMENTED IN
 JK1262'ROCK IN PLACE, STAMPED ---NO. 1---, 30.46 FT. FROM STATION MARK,
 JK1262'N 50 DEG 46 MIN W.
 JK1262'
 JK1262'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE TABLET, CEMENTED IN
 JK1262'ROCK IN PLACE, STAMPED ---NO. 2---, 7.95 FT. FROM STATION MARK,
 JK1262'N 86 DEG 07 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0533 ***********************************************************************
 LK0533  DESIGNATION -  GRIGSBY
 LK0533  PID         -  LK0533
 LK0533  STATE/COUNTY-  CO/YUMA
 LK0533  USGS QUAD   -  ROBB (1984)
 LK0533
 LK0533                         *CURRENT SURVEY CONTROL
 LK0533  ___________________________________________________________________
 LK0533* NAD 83(1992)-  40 01 56.89551(N)    102 19 14.45619(W)     ADJUSTED  
 LK0533* NAVD 88     -      1195.9    (meters)    3924.     (feet)  VERTCON   
 LK0533  ___________________________________________________________________
 LK0533  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 LK0533  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 LK0533
 LK0533  HORZ ORDER  -  FIRST
 LK0533
 LK0533.The horizontal coordinates were established by classical geodetic methods
 LK0533.and adjusted by the National Geodetic Survey in January 1993..
 LK0533
 LK0533.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0533
 LK0533.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0533
 LK0533.The geoid height was determined by GEOID03.
 LK0533
 LK0533;                    North         East     Units Scale Factor Converg.
 LK0533;SPC CO N     -   387,289.787 1,185,699.505   MT  0.99996406   +2 03 15.3
 LK0533;SPC CO N     - 1,270,633.24  3,890,082.46   sFT  0.99996406   +2 03 15.3
 LK0533;UTM  13      - 4,434,800.761   728,611.933   MT  1.00024344   +1 43 26.9
 LK0533
 LK0533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0533!SPC CO N     -   0.99981586  x   0.99996406  =   0.99977993
 LK0533!UTM  13      -   0.99981586  x   1.00024344  =   1.00005926
 LK0533
 LK0533|---------------------------------------------------------------------|
 LK0533| PID    Reference Object                     Distance      Geod. Az  |
 LK0533|                                                           dddmmss.s |
 LK0533| CP8142 GRIGSBY RM 1                         38.989 METERS 08842     |
 LK0533| CP8141 GRIGSBY AZ MK                                      1074832.8 |
 LK0533| LK0529 BROWN                               APPROX. 7.5 KM 1152321.5 |
 LK0533| CP8143 GRIGSBY RM 2                         41.977 METERS 17429     |
 LK0533| LK0537 ECKLEY WATER TANK                   APPROX.17.1 KM 3015654.0 |
 LK0533|---------------------------------------------------------------------|
 LK0533
 LK0533                          SUPERSEDED SURVEY CONTROL
 LK0533
 LK0533  NAD 83(1986)-  40 01 56.89361(N)    102 19 14.45274(W) AD(       ) 1
 LK0533  NAD 27      -  40 01 56.93300(N)    102 19 12.74000(W) AD(       ) 1
 LK0533  NGVD 29 (07/19/86) 1195.4    (m)         3922.     (f) VERT ANG       
 LK0533
 LK0533.Superseded values are not recommended for survey control.
 LK0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0533.See file dsdata.txt to determine how the superseded data were derived.
 LK0533
 LK0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE2861234801(NAD 83)
 LK0533_MARKER: DS = TRIANGULATION STATION DISK
 LK0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LK0533
 LK0533  HISTORY     - Date     Condition        Report By
 LK0533  HISTORY     - 1935     MONUMENTED       CGS
 LK0533  HISTORY     - 1968     GOOD             USGS
 LK0533
 LK0533                          STATION DESCRIPTION
 LK0533
 LK0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LK0533'STATION IS 3 MILES SOUTH AND 5 MILES WEST OF WRAY, COLORADO,
 LK0533'IN THE SW 1/4 SW 1/4 OF SEC. 20, T. 1 N., R. 44 W., ON LAND
 LK0533'OWNED BY MRS. JENNIE B. GRIGSBY AND OCCUPIED BY MR. LOREN
 LK0533'J. GABLE, 0.3 MILE WEST OF MR. GABLES FARMHOUSE, 131 FEET
 LK0533'WEST OF A NORTH-SOUTH FENCE, 140 FEET NORTH OF AN EAST-WEST
 LK0533'FENCE, 164 FEET NORTHWEST OF A LONE SOUTHWEST FENCE-CORNER
 LK0533'POST AND PROJECTS 4 INCHES.
 LK0533'
 LK0533'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 3
 LK0533'FEET WEST OF A NORTH-SOUTH FENCE, 101 FEET NORTH OF A LONE
 LK0533'SOUTHWEST FENCE CORNER AND PROJECTS 6 INCHES.
 LK0533'
 LK0533'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, 2
 LK0533'FEET NORTH OF AN EAST-WEST FENCE AND PROJECTS 6 INCHES.
 LK0533'
 LK0533'AZIMUTH MARK IS EAST-SOUTHEAST OF THE STATION, 6
 LK0533'FEET SOUTH OF THE SOUTHWEST CORNER OF THE CORRAL AT THE GABLE
 LK0533'FARM BUILDINGS, 66 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 LK0533'A CONCRETE WATER TROUGH AND PROJECTS 4 INCHES.
 LK0533'
 LK0533'A 50-FOOT STAND CLEARS ALL LINES.
 LK0533
 LK0533                          STATION RECOVERY (1968)
 LK0533
 LK0533'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (IGT)
 LK0533'THE STATION IS LOCATED SOUTH 57 DEG WEST ABOUT 5.9 MILES
 LK0533'AIRLINE FROM WRAY, COLORADO IN THE SOUTHWEST CORNER OF SECTION
 LK0533'20, T.1N., R.44W.
 LK0533'
 LK0533'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 34 AND 385 IN WRAY,
 LK0533'GO 3.25 MILES SOUTH ON U.S. HIGHWAY 385 TO A GRADED X-RDS.,
 LK0533'TURN RIGHT AND GO 4.0 MILES WEST ON THE GRADED ROAD TO A RIGHT
 LK0533'ANGLE TURN LEFT, CONTINUE STRAIGHT AHEAD THRU WIRE GATE 0.95
 LK0533'MILE WEST ON SECTION LINE TRACK ROAD TO THE STATION SITE ON THE
 LK0533'RIGHT.  THE STATION IS 140 FEET NORTH OF EAST-WEST FENCE AND
 LK0533'131 FEET WEST OF NORTH-SOUTH FENCE.
 LK0533'
 LK0533'STATION MARK--A USC AND GS BRONZE DISK SET IN A CONCRETE
 LK0533'POST PROJECTING 0.2 FOOT.  THE DISK IS STAMPED GRIGSBY 1935.
 LK0533'
 LK0533'REFERENCE MARK NO. 1--THE REFERENCE MARK IS 101 FEET NORTH AND 3
 LK0533'FEET WEST OF A FENCE CORNER.  A USC AND GS BRONZE REFERENCE
 LK0533'MARK DISK SET IN A CONCRETE POST PROJECTING 0.4 FOOT.  THE DISK
 LK0533'IS STAMPED GRIGSBY 1935, R.M. NO. 1.
 LK0533'
 LK0533'REFERENCE MARK NO. 2--THE REFERENCE MARK IS 33 FEET SOUTH AND
 LK0533'131 FEET WEST OF A FENCE CORNER.  A USC AND GS BRONZE REFERENCE
 LK0533'MARK DISK SET IN A CONCRETE POST PROJECTING 0.2 FOOT.  THE DISK
 LK0533'IS STAMPED GRIGSBY 1935, R.M. NO. 2.
 LK0533'
 LK0533'THE AZIMUTH MARK WAS NOT FOUND.  ALL THE LOCAL LANDMARKS ARE
 LK0533'GONE.  THE ECKLEY WATER TANK IS VISIBLE FROM THE GROUND AND
 LK0533'WILL SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0585 ***********************************************************************
 LM0585  DESIGNATION -  GRIMES
 LM0585  PID         -  LM0585
 LM0585  STATE/COUNTY-  CO/GRAND
 LM0585  USGS QUAD   -  GUNSIGHT PASS (1980)
 LM0585
 LM0585                         *CURRENT SURVEY CONTROL
 LM0585  ___________________________________________________________________
 LM0585* NAD 83(1992)-  40 13 27.26189(N)    106 15 45.67352(W)     ADJUSTED  
 LM0585* NAVD 88     -      3070.5    (meters)   10074.     (feet)  VERTCON   
 LM0585  ___________________________________________________________________
 LM0585  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 LM0585  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 LM0585
 LM0585  HORZ ORDER  -  THIRD
 LM0585
 LM0585.The horizontal coordinates were established by classical geodetic methods
 LM0585.and adjusted by the National Geodetic Survey in January 1993..
 LM0585
 LM0585.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0585
 LM0585.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0585
 LM0585.The geoid height was determined by GEOID03.
 LM0585
 LM0585;                    North         East     Units Scale Factor Converg.
 LM0585;SPC CO N     -   403,997.462   849,490.172   MT  0.99995695   -0 29 34.1
 LM0585;SPC CO N     - 1,325,448.34  2,787,035.67   sFT  0.99995695   -0 29 34.1
 LM0585;UTM  13      - 4,453,410.614   392,569.339   MT  0.99974207   -0 48 55.8
 LM0585
 LM0585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0585!SPC CO N     -   0.99952051  x   0.99995695  =   0.99947748
 LM0585!UTM  13      -   0.99952051  x   0.99974207  =   0.99926270
 LM0585
 LM0585:                Primary Azimuth Mark                     Grid Az
 LM0585:SPC CO N     -  TROUBLE                                  322 58 44.7
 LM0585:UTM  13      -  TROUBLE                                  323 18 06.4
 LM0585
 LM0585|---------------------------------------------------------------------|
 LM0585| PID    Reference Object                     Distance      Geod. Az  |
 LM0585|                                                           dddmmss.s |
 LM0585| LM0589 TROUBLE                             APPROX. 9.7 KM 3222910.6 |
 LM0585|---------------------------------------------------------------------|
 LM0585
 LM0585                          SUPERSEDED SURVEY CONTROL
 LM0585
 LM0585  NAD 83(1986)-  40 13 27.25635(N)    106 15 45.66988(W) AD(       ) 3
 LM0585  NAD 27      -  40 13 27.30968(N)    106 15 43.56754(W) AD(       ) 3
 LM0585  NGVD 29 (07/19/86) 3069.0    (m)        10069.     (f) VERT ANG       
 LM0585
 LM0585.Superseded values are not recommended for survey control.
 LM0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0585.See file dsdata.txt to determine how the superseded data were derived.
 LM0585
 LM0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE9256953411(NAD 83)
 LM0585
 LM0585  HISTORY     - Date     Condition        Report By
 LM0585  HISTORY     - 1953     MONUMENTED       USGS
 LM0585  HISTORY     - 1976     MARK NOT FOUND   USGS
 LM0585
 LM0585                          STATION DESCRIPTION
 LM0585
 LM0585'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 LM0585'THE STATION IS LOCATED ABOUT 11.5 MI. N. AND 6.5 MI. E. OF KREMMLING,
 LM0585'COLORADO, ON THE TOP OF A RIDGE, WHICH IS THE DIVIDE BETWEEN
 LM0585'TROUBLESOME CREEK AND THE EAST FORK OF TROUBLESOME CREEK.  THE RIDGE
 LM0585'IS TREE COVERED ON THE S. AND THERE ARE CLIFFS ON THE E. SIDE.
 LM0585'
 LM0585'TO REACH FROM THE POST OFFICE AT KREMMLING, COLORADO, TRAVEL E. ON
 LM0585'U.S. HIGHWAY 40 FOR 5.0 MI. TO JUNCTION OF STATE HIGHWAY 289.  TURN
 LM0585'LEFT AND FOLLOW MAIN TRAVELED RD. FOR 6.5 MI. TO T-JUNCTION.  CONTINUE
 LM0585'STRAIGHT AHEAD FOR 2.2 MI. TO Y-JUNCTION.  TAKE RIGHT-HAND FORK AND
 LM0585'CONTINUE ON MAIN TRAVELED RD. FOR 1.0 MI. TO TRAIL RD. TO RIGHT (E.).
 LM0585'TURN RIGHT AND FOLLOW TRACK RD. FOR 0.6 MI. TO GATE.  PASS THROUGH
 LM0585'GATE AND FOLLOW RD. 0.6 MI. TO ANOTHER GATE, PASS THROUGH GATE AND
 LM0585'KEEP STRAIGHT AHEAD FOR 0.1 MI. TO OLD SAWMILL (THIS IS THE END OF
 LM0585'TRAVEL FOR 2-WHEEL DRIVE VEHICLES).  PASS TO LEFT OF SAWMILL AND
 LM0585'FOLLOW TRACK RD. AND BLAZE FOREST SERVICE TRAIL 4.1 MI. TO TOP OF
 LM0585'STEEP HILL.  STATION IS ABOUT 100 FT. E. OF RD. ON EDGE OF CANYON.
 LM0585'
 LM0585'SEARCHED FOR AND NOT FOUND BY USGS IN 1976.
 LM0585'
 LM0585'STATION MARK--STANDARD TABLET SET IN BOULDER AND BURIED IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2034 ***********************************************************************
 KK2034  DESIGNATION -  GRINDAL
 KK2034  PID         -  KK2034
 KK2034  STATE/COUNTY-  CO/CLEAR CREEK
 KK2034  USGS QUAD   -  GEORGETOWN (1974)
 KK2034
 KK2034                         *CURRENT SURVEY CONTROL
 KK2034  ___________________________________________________________________
 KK2034* NAD 83(1992)-  39 38 58.73030(N)    105 41 29.21797(W)     ADJUSTED  
 KK2034* NAVD 88     -      3815.     (meters)   12516.     (feet)  SCALED    
 KK2034  ___________________________________________________________________
 KK2034  LAPLACE CORR-          -6.79  (seconds)                    DEFLEC99
 KK2034  GEOID HEIGHT-         -12.35  (meters)                     GEOID03
 KK2034
 KK2034  HORZ ORDER  -  THIRD
 KK2034
 KK2034.The horizontal coordinates were established by classical geodetic methods
 KK2034.and adjusted by the National Geodetic Survey in January 1993..
 KK2034
 KK2034.The orthometric height was scaled from a topographic map.
 KK2034
 KK2034.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2034
 KK2034.The geoid height was determined by GEOID03.
 KK2034
 KK2034;                    North         East     Units Scale Factor Converg.
 KK2034;SPC CO C     -   506,447.370   897,970.291   MT  0.99998169   -0 07 14.7
 KK2034;SPC CO C     - 1,661,569.41  2,946,090.86   sFT  0.99998169   -0 07 14.7
 KK2034;UTM  13      - 4,389,101.089   440,677.279   MT  0.99964333   -0 26 28.4
 KK2034
 KK2034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2034!SPC CO C     -   0.99940383  x   0.99998169  =   0.99938554
 KK2034!UTM  13      -   0.99940383  x   0.99964333  =   0.99904738
 KK2034
 KK2034:                Primary Azimuth Mark                     Grid Az
 KK2034:SPC CO C     -  DEMOCRAT                                 332 24 19.2
 KK2034:UTM  13      -  DEMOCRAT                                 332 43 32.9
 KK2034
 KK2034|---------------------------------------------------------------------|
 KK2034| PID    Reference Object                     Distance      Geod. Az  |
 KK2034|                                                           dddmmss.s |
 KK2034| KK2035 DEMOCRAT                            APPROX. 8.1 KM 3321704.5 |
 KK2034|---------------------------------------------------------------------|
 KK2034
 KK2034                          SUPERSEDED SURVEY CONTROL
 KK2034
 KK2034  NAD 83(1986)-  39 38 58.73178(N)    105 41 29.21813(W) AD(       ) 3
 KK2034  NAD 27      -  39 38 58.76759(N)    105 41 27.20843(W) AD(       ) 3
 KK2034
 KK2034.Superseded values are not recommended for survey control.
 KK2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2034.See file dsdata.txt to determine how the superseded data were derived.
 KK2034
 KK2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD4067789101(NAD 83)
 KK2034
 KK2034  HISTORY     - Date     Condition        Report By
 KK2034  HISTORY     - 1903     MONUMENTED       USGS
 KK2034  HISTORY     - 1956     GOOD             USGS
 KK2034
 KK2034                          STATION DESCRIPTION
 KK2034
 KK2034'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 KK2034'STATION IS ON THE FIRST HIGH POINT ABOVE TIMBERLINE ON SUGARLOAF
 KK2034'MOUNTAIN, ABOUT 5 MI. S. OF GEORGETOWN.
 KK2034'
 KK2034'STATION MARK--A BRONZE TRIANGULATION TABLET CEMENTED IN SOLID ROCK.
 KK2034'
 KK2034'REFERENCE MARKS--NONE.
 KK2034'
 KK2034'NOTE--A ROCK CAIRN WITH 4 FT. BASE AND 4 FT. HIGH WAS ERECTED IN 1903.
 KK2034'THIS CAIRN IS 7.58 FT. DISTANT FROM THE STATION MARK,
 KK2034'N 78 DEG 43 MIN W, AND WAS THE POINT TO WHICH THE 1903 POSITION WAS
 KK2034'REFERRED.  THE POSITION HAS BEEN MOVED TO THE BRONZE TABLET BY 1956
 KK2034'READJUSTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0800 ***********************************************************************
 KL0800  DESIGNATION -  GRIZZLY
 KL0800  PID         -  KL0800
 KL0800  STATE/COUNTY-  CO/PITKIN
 KL0800  USGS QUAD   -  INDEPENDENCE PASS (1994)
 KL0800
 KL0800                         *CURRENT SURVEY CONTROL
 KL0800  ___________________________________________________________________
 KL0800* NAD 83(1992)-  39 02 32.86706(N)    106 35 51.33769(W)     ADJUSTED  
 KL0800* NAVD 88     -      4265.6    (meters)   13995.     (feet)  VERTCON   
 KL0800  ___________________________________________________________________
 KL0800  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 KL0800  GEOID HEIGHT-         -13.31  (meters)                     GEOID03
 KL0800
 KL0800  HORZ ORDER  -  THIRD
 KL0800
 KL0800.The horizontal coordinates were established by classical geodetic methods
 KL0800.and adjusted by the National Geodetic Survey in January 1993..
 KL0800
 KL0800.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0800
 KL0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0800
 KL0800.The geoid height was determined by GEOID03.
 KL0800
 KL0800;                    North         East     Units Scale Factor Converg.
 KL0800;SPC CO C     -   439,596.570   819,386.434   MT  0.99993643   -0 41 32.1
 KL0800;SPC CO C     - 1,442,243.08  2,688,270.33   sFT  0.99993643   -0 41 32.1
 KL0800;UTM  13      - 4,322,703.113   361,740.535   MT  0.99983538   -1 00 23.3
 KL0800
 KL0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0800!SPC CO C     -   0.99933327  x   0.99993643  =   0.99926975
 KL0800!UTM  13      -   0.99933327  x   0.99983538  =   0.99916876
 KL0800
 KL0800                          SUPERSEDED SURVEY CONTROL
 KL0800
 KL0800  NAD 83(1986)-  39 02 32.85680(N)    106 35 51.34060(W) AD(       ) 3
 KL0800  NGVD 29 (11/04/91) 4263.6    (m)        13988.     (f) VERT ANG       
 KL0800
 KL0800.Superseded values are not recommended for survey control.
 KL0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0800.See file dsdata.txt to determine how the superseded data were derived.
 KL0800
 KL0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD6174122703(NAD 83)
 KL0800_MARKER: DD = SURVEY DISK
 KL0800_SETTING: 66 = SET IN ROCK OUTCROP
 KL0800_SP_SET: SET IN BEDROCK
 KL0800_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0800+STABILITY: POSITION/ELEVATION WELL
 KL0800
 KL0800  HISTORY     - Date     Condition        Report By
 KL0800  HISTORY     - 1959     MONUMENTED       USGS
 KL0800
 KL0800                          STATION DESCRIPTION
 KL0800
 KL0800'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 KL0800'STATION IS LOCATED 16 MI. AIRLINE SE. OF ASPEN AND 5.0 MI. S. OF THE
 KL0800'OLD TOWN OF INDEPENDENCE, ON THE HIGHEST POINT OF A PROMINENT MOUNTAIN
 KL0800'LOCALLY KNOWN AS GRIZZLY PEAK.
 KL0800'
 KL0800'TO REACH FROM ASPEN, GO UP INDEPENDENCE PASS ROAD FOR 11.0 MI., THENCE
 KL0800'TURN RIGHT FROM HIGHWAY 82 AND GO UP LINCOLN GULCH ROAD TOWARD GRIZZLY
 KL0800'RESERVOIR FOR 3.3 MI. TO RD. JUNCTION, TAKE LEFT FORK TO GRIZZLY
 KL0800'RESERVOIR AND RD. JUNCTION, TAKE LEFT FORK FOR 2.3 MI. TO LARGE ROCK
 KL0800'SLIDE ON E. SIDE OF RD.  CONTINUE PAST SLIDE FOR 0.4 MI. TO PROMINENT
 KL0800'DRAIN E. OF THE RD. ON THE SIDE OF GRIZZLY PEAK.  FROM THIS POINT
 KL0800'PACK E. UP STEEP SLOPE TO SADDLE, THENCE PACK N. UP RIDGE TO HIGHEST
 KL0800'POINT AND STATION.  A 2-HOUR BACK PACK.
 KL0800'
 KL0800'STATION MARK--A STANDARD TABLET STAMPED---GRIZZLY 1959 VABM---, SET
 KL0800'IN OUTCROPPING BEDROCK.
 KL0800'
 KL0800'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2469 ***********************************************************************
 AB2469  DESIGNATION -  GRIZZLY
 AB2469  PID         -  AB2469
 AB2469  STATE/COUNTY-  CO/GARFIELD
 AB2469  USGS QUAD   -  SHOSHONE (1987)
 AB2469
 AB2469                         *CURRENT SURVEY CONTROL
 AB2469  ___________________________________________________________________
 AB2469* NAD 83(1992)-  39 33 41.09777(N)    107 14 57.92893(W)     ADJUSTED  
 AB2469* NAVD 88     -      1800.     (meters)    5906.     (feet)  SCALED    
 AB2469  ___________________________________________________________________
 AB2469  X           -  -1,460,492.026 (meters)                     COMP
 AB2469  Y           -  -4,703,719.763 (meters)                     COMP
 AB2469  Z           -   4,041,700.289 (meters)                     COMP
 AB2469  LAPLACE CORR-           7.35  (seconds)                    DEFLEC99
 AB2469  ELLIP HEIGHT-        1786.10  (meters)          (12/03/02) GPS OBS
 AB2469  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 AB2469
 AB2469  HORZ ORDER  -  FIRST
 AB2469  ELLP ORDER  -  FOURTH    CLASS II
 AB2469
 AB2469.The horizontal coordinates were established by GPS observations
 AB2469.and adjusted by the National Geodetic Survey in March 1996..
 AB2469
 AB2469.The orthometric height was scaled from a topographic map.
 AB2469
 AB2469.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2469
 AB2469.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2469
 AB2469.The ellipsoidal height was determined by GPS observations
 AB2469.and is referenced to NAD 83.
 AB2469
 AB2469.The geoid height was determined by GEOID03.
 AB2469
 AB2469;                    North         East     Units Scale Factor Converg.
 AB2469;SPC CO C     -   498,081.717   764,074.428   MT  0.99996813   -1 06 12.0
 AB2469;SPC CO C     - 1,634,123.10  2,506,800.85   sFT  0.99996813   -1 06 12.0
 AB2469;UTM  13      - 4,381,497.215   306,757.530   MT  1.00005978   -1 25 59.2
 AB2469
 AB2469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2469!SPC CO C     -   0.99971986  x   0.99996813  =   0.99968800
 AB2469!UTM  13      -   0.99971986  x   1.00005978  =   0.99977963
 AB2469
 AB2469                          SUPERSEDED SURVEY CONTROL
 AB2469
 AB2469  ELLIP H (03/28/96) 1786.09   (m)                       GP(       ) 1 2
 AB2469
 AB2469.Superseded values are not recommended for survey control.
 AB2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2469.See file dsdata.txt to determine how the superseded data were derived.
 AB2469
 AB2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD0675881497(NAD 83)
 AB2469_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2469_SETTING: 80 = SET IN A BOULDER
 AB2469_STAMPING: GRIZZLY 1994
 AB2469_MARK LOGO: NGS   
 AB2469_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2469+STABILITY: SURFACE MOTION
 AB2469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2469+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB2469
 AB2469  HISTORY     - Date     Condition        Report By
 AB2469  HISTORY     - 1994     MONUMENTED       NGS
 AB2469
 AB2469                          STATION DESCRIPTION
 AB2469
 AB2469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RSC)
 AB2469'THE STATION IS LOCATED ABOUT 4 MI (6.44 KM) EAST-NORTHEAST OF GLENWOOD
 AB2469'SPRINGS, 1.5 MI (2.41 KM) SOUTHWEST OF SHOSHONE POWER PLANT, 0.1 MI
 AB2469'(0.16 KM) NORTH-NORTHEAST OF THE COLORADO RIVER IN GLENWOOD CANYON, IN
 AB2469'THE NORTHWEST 1/4 0F SECTION 5, T 6 S, R 88 W, AT INTERSTATE 70
 AB2469'MILEPOST 121.15. OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION
 AB2469'RIGHT-OF-WAY.
 AB2469' 
 AB2469'TO REACH THE STATION FROM INTERSTATE 70 AND THE OVERPASS OF COLORADO
 AB2469'HIGHWAY 82, GO EAST ON INTERSTATE HIGHWAY 70 FOR 4.9 MI (7.89 KM) TO
 AB2469'EXIT 121, GRIZZLY CREEK REST AREA.  TAKE THE EXIT AND GO TO THE NORTH
 AB2469'PARKING LOT AND THE TRAILHEAD FOR GRIZZLY CREEK AND THE STATION IN THE
 AB2469'NORTHERN PARKING ISLAND.
 AB2469' 
 AB2469'THE MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE TOP OF A
 AB2469'GRANITE BOULDER, 0.9 M (2.95 FT) BY 1.2 M (3.94 FT) AND 0.45 M (1.48
 AB2469'FT) HIGH.  IT IS 68.6 M (225.07 FT) NORTH OF THE CENTER OF INTERSTATE
 AB2469'70 WESTBOUND LANES, 56.8 M (186.35 FT) NORTH-NORTHWEST OF A POWER POLE
 AB2469'NUMBER 2793, ABOUT 45 M (147.64 FT) EAST OF THE CENTER OF GRIZZLY
 AB2469'CREEK, 27.4 M (89.89 FT) NORTHEAST OF THE ENTRANCE OF THE GRIZZLY
 AB2469'CREEK TRAILHEAD AND 0.5 M (1.64 FT) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0849 ***********************************************************************
 JL0849  DESIGNATION -  GRIZZLY RIDGE
 JL0849  PID         -  JL0849
 JL0849  STATE/COUNTY-  CO/MONTROSE
 JL0849  USGS QUAD   -  GRIZZLY RIDGE (1979)
 JL0849
 JL0849                         *CURRENT SURVEY CONTROL
 JL0849  ___________________________________________________________________
 JL0849* NAD 83(1992)-  38 34 29.17093(N)    107 40 35.83560(W)     ADJUSTED  
 JL0849* NAVD 88     -      2632.2    (meters)    8636.     (feet)  VERTCON   
 JL0849  ___________________________________________________________________
 JL0849  LAPLACE CORR-           8.52  (seconds)                    DEFLEC99
 JL0849  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 JL0849
 JL0849  HORZ ORDER  -  THIRD
 JL0849
 JL0849.The horizontal coordinates were established by classical geodetic methods
 JL0849.and adjusted by the National Geodetic Survey in January 1993..
 JL0849
 JL0849.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0849
 JL0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0849
 JL0849.The geoid height was determined by GEOID03.
 JL0849
 JL0849;                    North         East     Units Scale Factor Converg.
 JL0849;SPC CO S     -   518,789.177   724,737.290   MT  1.00002888   -1 20 06.3
 JL0849;SPC CO S     - 1,702,060.82  2,377,742.26   sFT  1.00002888   -1 20 06.3
 JL0849;SPC CO C     -   389,377.699   724,747.958   MT  0.99997781   -1 22 22.0
 JL0849;SPC CO C     - 1,277,483.33  2,377,777.26   sFT  0.99997781   -1 22 22.0
 JL0849;UTM  13      - 4,272,987.477   266,826.763   MT  1.00026960   -1 40 11.0
 JL0849
 JL0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0849!SPC CO S     -   0.99958963  x   1.00002888  =   0.99961850
 JL0849!SPC CO C     -   0.99958963  x   0.99997781  =   0.99956745
 JL0849!UTM  13      -   0.99958963  x   1.00026960  =   0.99985912
 JL0849
 JL0849:                Primary Azimuth Mark                     Grid Az
 JL0849:SPC CO S     -  JONES                                    238 57 46.3
 JL0849:SPC CO C     -  JONES                                    239 00 02.0
 JL0849:UTM  13      -  JONES                                    239 17 51.0
 JL0849
 JL0849|---------------------------------------------------------------------|
 JL0849| PID    Reference Object                     Distance      Geod. Az  |
 JL0849|                                                           dddmmss.s |
 JL0849| JL0850 JONES                               APPROX. 3.1 KM 2373740.0 |
 JL0849|---------------------------------------------------------------------|
 JL0849
 JL0849                          SUPERSEDED SURVEY CONTROL
 JL0849
 JL0849  NAD 83(1986)-  38 34 29.16054(N)    107 40 35.81038(W) AD(       ) 3
 JL0849  NAD 27      -  38 34 29.20450(N)    107 40 33.61882(W) AD(       ) 3
 JL0849  NGVD 29 (07/19/86) 2630.7    (m)         8631.     (f) VERT ANG       
 JL0849
 JL0849.Superseded values are not recommended for survey control.
 JL0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0849.See file dsdata.txt to determine how the superseded data were derived.
 JL0849
 JL0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC6682772987(NAD 83)
 JL0849
 JL0849  HISTORY     - Date     Condition        Report By
 JL0849  HISTORY     - 1934     MONUMENTED       USGS
 JL0849  HISTORY     - 1955     GOOD             USGS
 JL0849
 JL0849                          STATION DESCRIPTION
 JL0849
 JL0849'DESCRIBED BY US GEOLOGICAL SURVEY 1955 (JCH)
 JL0849'RECOVERED AND REDESCRIBED AS FOLLOWS
 JL0849'
 JL0849'STATION LOCATED ABOUT 11 MI. E. AND 7 MI. N. OF MONTROSE, JUST N. OF
 JL0849'THE N. RIM RANGER STATION, BLACK CANYON OF THE GUNNISON NATIONAL
 JL0849'MONUMENT, IN SEC. 29, T 50 N, R 7 W, ON THE S. EDGE OF A HIGH BRUSH
 JL0849'COVERED RIDGE, KNOWN LOCALLY AS GRIZZLY RIDGE.
 JL0849'
 JL0849'TO REACH FROM CRAWFORD POST OFFICE, DELTA COUNTY, GO S. ALONG STATE
 JL0849'ROAD 92 2.0 MI. TO T-RD. (BLACK CANYON ROAD) W., THENCE W. AND S.
 JL0849'ALONG WELL MARKED RD. ABOUT 13 MI. TO THE N. RIM RANGER STATION,
 JL0849'THENCE N. UP GRIZZLY RIDGE ALONG JEEP RD. ABOUT 0.7 MI. TO TOP OF
 JL0849'RIDGE, THENCE W. ALONG RIDGE ABOUT 0.4 MI. TO A SQUARE TURN RIGHT.
 JL0849'STATION IS ABOUT 110 FT. NW. OF THIS TURN IN A SMALL CLEARING ON
 JL0849'HIGH GROUND.
 JL0849'
 JL0849'STATION MARK--STANDARD TABLET SET IN SANDSTONE BOULDER, STAMPED
 JL0849'---GRIZZLY RIDGE 1934---.
 JL0849'
 JL0849'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE TABLET SET IN LARGE
 JL0849'SANDSTONE BOULDER, 32.70 FT. FROM STATION MARK, N 03 DEG 53 MIN W.
 JL0849'
 JL0849'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE TABLET SET IN A LARGE
 JL0849'SANDSTONE BOULDER, 24.60 FT. FROM STATION MARK, S 30 DEG 37 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0768 ***********************************************************************
 KL0768  DESIGNATION -  GROUSE
 KL0768  PID         -  KL0768
 KL0768  STATE/COUNTY-  CO/EAGLE
 KL0768  USGS QUAD   -  GROUSE MOUNTAIN (1987)
 KL0768
 KL0768                         *CURRENT SURVEY CONTROL
 KL0768  ___________________________________________________________________
 KL0768* NAD 83(1992)-  39 31 14.32212(N)    106 30 31.22605(W)     ADJUSTED  
 KL0768* NAVD 88     -      3902.8    (meters)   12804.     (feet)  VERTCON   
 KL0768  ___________________________________________________________________
 KL0768  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 KL0768  GEOID HEIGHT-         -12.59  (meters)                     GEOID03
 KL0768
 KL0768  HORZ ORDER  -  THIRD
 KL0768
 KL0768.The horizontal coordinates were established by classical geodetic methods
 KL0768.and adjusted by the National Geodetic Survey in January 1993..
 KL0768
 KL0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0768
 KL0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0768
 KL0768.The geoid height was determined by GEOID03.
 KL0768
 KL0768;                    North         East     Units Scale Factor Converg.
 KL0768;SPC CO C     -   492,589.251   827,673.030   MT  0.99996267   -0 38 10.2
 KL0768;SPC CO C     - 1,616,103.23  2,715,457.27   sFT  0.99996267   -0 38 10.2
 KL0768;UTM  13      - 4,375,642.305   370,321.206   MT  0.99980705   -0 57 36.7
 KL0768
 KL0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0768!SPC CO C     -   0.99939005  x   0.99996267  =   0.99935274
 KL0768!UTM  13      -   0.99939005  x   0.99980705  =   0.99919721
 KL0768
 KL0768                          SUPERSEDED SURVEY CONTROL
 KL0768
 KL0768  NAD 83(1986)-  39 31 14.32146(N)    106 30 31.21582(W) AD(       ) 3
 KL0768  NGVD 29 (10/17/91) 3901.0    (m)        12799.     (f) VERT ANG       
 KL0768
 KL0768.Superseded values are not recommended for survey control.
 KL0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0768.See file dsdata.txt to determine how the superseded data were derived.
 KL0768
 KL0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD7032175642(NAD 83)
 KL0768_MARKER: DD = SURVEY DISK
 KL0768_SETTING: 66 = SET IN ROCK OUTCROP
 KL0768_SP_SET: SET IN ROCK OUTCROP
 KL0768_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0768+STABILITY: POSITION/ELEVATION WELL
 KL0768
 KL0768  HISTORY     - Date     Condition        Report By
 KL0768  HISTORY     - 1961     MONUMENTED       USGS
 KL0768
 KL0768                          STATION DESCRIPTION
 KL0768
 KL0768'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 KL0768'STATION LOCATED ABOUT 4.0 MI. S. AND 4.5 MI. W. OF MINTURN, ON HIGH
 KL0768'POINT ON N. EDGE OF GROUSE MOUNTAIN, AT HEAD OF WEST GROUSE CREEK.
 KL0768'
 KL0768'TO REACH FROM RANGER STATION AT MINTURN, GO N. 2.4 MI. ALONG U.S.
 KL0768'HIGHWAY 24 TO END OF GROUSE CREEK TRAIL.  PACK SW. ALONG TRAIL 0.5
 KL0768'MI. TO FORK OF GROUSE CREEK AND WEST GROUSE CREEK TO FORK.  TAKE
 KL0768'RIGHT FORK (TURQUOISE LAKE TRAIL) ABOUT 8.0 MI. TO HIGH SADDLE ABOVE
 KL0768'TIMBERLINE OVERLOOKING WEST GROUSE CREEK AND BEAVER CREEK.  PACK S.
 KL0768'ALONG W. SIDE OF RIDGE, THEN CLIMB E. TO SMALL SADDLE.  TURN N. AND
 KL0768'PACK ABOUT 300 FT. TO TOP AND STATION.  IT IS ABOUT A 4-HOUR
 KL0768'HORSEBACK RIDE TO RIDGE BELOW STATION PLUS A 15-MINUTE PACK.
 KL0768'
 KL0768'STATION MARK--STANDARD TABLET SET IN ROCK, FLUSH WITH GROUND, STAMPED
 KL0768'---GROUSE 1961 VABM---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0588 ***********************************************************************
 HK0588  DESIGNATION -  GROUT
 HK0588  PID         -  HK0588
 HK0588  STATE/COUNTY-  CO/LAS ANIMAS
 HK0588  USGS QUAD   -  FISHERS PEAK (1971)
 HK0588
 HK0588                         *CURRENT SURVEY CONTROL
 HK0588  ___________________________________________________________________
 HK0588* NAD 83(1992)-  37 00 30.66581(N)    104 28 46.95394(W)     ADJUSTED  
 HK0588* NAVD 88     -      2297.5    (meters)    7538.     (feet)  GPS OBS   
 HK0588  ___________________________________________________________________
 HK0588  X           -  -1,275,500.448 (meters)                     COMP
 HK0588  Y           -  -4,939,209.481 (meters)                     COMP
 HK0588  Z           -   3,819,519.985 (meters)                     COMP
 HK0588  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 HK0588  ELLIP HEIGHT-        2279.13  (meters)          (10/21/02) GPS OBS
 HK0588  GEOID HEIGHT-         -18.28  (meters)                     GEOID03
 HK0588
 HK0588  HORZ ORDER  -  B
 HK0588  ELLP ORDER  -  FOURTH    CLASS II
 HK0588
 HK0588.The horizontal coordinates were established by GPS observations
 HK0588.and adjusted by the National Geodetic Survey in May 1992..
 HK0588
 HK0588.The orthometric height was determined by GPS observations and a
 HK0588.high-resolution geoid model.
 HK0588
 HK0588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HK0588
 HK0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0588
 HK0588.The ellipsoidal height was determined by GPS observations
 HK0588.and is referenced to NAD 83.
 HK0588
 HK0588.The geoid height was determined by GEOID03.
 HK0588
 HK0588;                    North         East     Units Scale Factor Converg.
 HK0588;SPC CO S     -   343,237.080 1,005,212.056   MT  1.00004840   +0 37 33.0
 HK0588;SPC CO S     - 1,126,103.65  3,297,933.22   sFT  1.00004840   +0 37 33.0
 HK0588;SPC NM E     -   666,431.417   151,973.453   MT  0.99991118   -0 05 17.2
 HK0588;SPC NM E     - 2,186,450.41    498,599.57   sFT  0.99991118   -0 05 17.2
 HK0588;UTM  13      - 4,095,943.841   546,288.421   MT  0.99962639   +0 18 47.5
 HK0588
 HK0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0588!SPC CO S     -   0.99964246  x   1.00004840  =   0.99969084
 HK0588!SPC NM E     -   0.99964246  x   0.99991118  =   0.99955367
 HK0588!UTM  13      -   0.99964246  x   0.99962639  =   0.99926898
 HK0588
 HK0588                          SUPERSEDED SURVEY CONTROL
 HK0588
 HK0588  NAD 83(1986)-  37 00 30.66922(N)    104 28 46.95482(W) AD(       ) 3
 HK0588  ELLIP H (05/26/92) 2279.13   (m)                       GP(       ) 4 1
 HK0588  NGVD 29 (06/11/92) 2296.3    (m)         7534.     (f) GPS OBS        
 HK0588
 HK0588.Superseded values are not recommended for survey control.
 HK0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0588.See file dsdata.txt to determine how the superseded data were derived.
 HK0588
 HK0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA4628895944(NAD 83)
 HK0588_MARKER: DH = HORIZONTAL CONTROL DISK
 HK0588_SETTING: 66 = SET IN ROCK OUTCROP
 HK0588_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 HK0588_STAMPING: GROUT 1991
 HK0588_MARK LOGO: NGS   
 HK0588_MAGNETIC: N = NO MAGNETIC MATERIAL
 HK0588_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HK0588+STABILITY: POSITION/ELEVATION WELL
 HK0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HK0588+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1994
 HK0588
 HK0588  HISTORY     - Date     Condition        Report By
 HK0588  HISTORY     - 1991     MONUMENTED       NGS
 HK0588  HISTORY     - 19940606 GOOD             CODOT
 HK0588  HISTORY     - 20050616 GOOD             INDIV
 HK0588
 HK0588                          STATION DESCRIPTION
 HK0588
 HK0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 HK0588'STATION IS LOCATED ABOUT 20 KM (12.4 MI) SOUTH-SOUTHEAST OF TRINIDAD,
 HK0588'2 KM (1.2 MI) NORTH OF RATON PASS, ALONG INTERSTATE HIGHWAY 25, AT
 HK0588'MILE 1.01, AT THE NORTH END OF AN OVERLOOK, AND AT THE SOUTH END OF A
 HK0588'SLIGHT RIDGE.  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 HK0588'TO REACH FROM THE OVERPASS AT RATON PASS (NEW MEXICO EXIT 460), GO
 HK0588'EAST FOR 50 M (164.0 FT) TO A T-ROAD.  TURN LEFT, NORTH, ON PAVED
 HK0588'ROAD FOR 1.80 KM (1.12 MI) TO A RAMP ON THE RIGHT INTO AN OVERLOOK.
 HK0588'BEAR RIGHT ON RAMP FOR 0.23 KM (0.14 MI) TO THE STATION ON THE RIGHT.
 HK0588'STATION MARK IS SET IN A DRILL HOLE RECESSED 4 CM IN A 0.4 M (1.3 FT)
 HK0588'X 0.5 M (1.6 FT) FLUSH, SMOOTH OUTCROP.  IT IS 11.0 M (36.1 FT) EAST
 HK0588'OF, AND 0.5 M (1.6 FT) HIGHER THAN THE RAMP CENTER, 2.7 M (8.9 FT)
 HK0588'WEST OF A FIBERGLASS WITNESS POST, 18.9 M (62.0 FT) NORTHEAST OF THE
 HK0588'NORTH END OF A METAL GUARDRAIL, AND 7.6 M (24.9 FT) SOUTHEAST OF A
 HK0588'RAMP REFLECTOR POST.
 HK0588'DESCRIBED BY G.R.HEID
 HK0588
 HK0588                          STATION RECOVERY (1994)
 HK0588
 HK0588'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1994 (PG)
 HK0588'RECOVERED AS DESCRIBED.
 HK0588
 HK0588                          STATION RECOVERY (2005)
 HK0588
 HK0588'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (BHI)
 HK0588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1184 ***********************************************************************
 LL1184  DESIGNATION -  GROVER
 LL1184  PID         -  LL1184
 LL1184  STATE/COUNTY-  CO/WELD
 LL1184  USGS QUAD   -  GROVER NORTH (1972)
 LL1184
 LL1184                         *CURRENT SURVEY CONTROL
 LL1184  ___________________________________________________________________
 LL1184* NAD 83(1992)-  40 54 52.15928(N)    104 14 07.54216(W)     ADJUSTED  
 LL1184* NAVD 88     -      1586.     (meters)    5203.     (feet)  SCALED    
 LL1184  ___________________________________________________________________
 LL1184  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 LL1184  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 LL1184
 LL1184  HORZ ORDER  -  SECOND
 LL1184
 LL1184.The horizontal coordinates were established by classical geodetic methods
 LL1184.and adjusted by the National Geodetic Survey in January 1997..
 LL1184
 LL1184.The orthometric height was scaled from a topographic map.
 LL1184
 LL1184.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1184
 LL1184.The geoid height was determined by GEOID03.
 LL1184
 LL1184;                    North         East     Units Scale Factor Converg.
 LL1184;SPC CO N     -   481,125.412 1,020,933.120   MT  1.00002392   +0 49 01.5
 LL1184;SPC CO N     - 1,578,492.29  3,349,511.41   sFT  1.00002392   +0 49 01.5
 LL1184;SPC WY E     -    46,442.910   278,446.673   MT  1.00001322   +0 36 35.7
 LL1184;UTM  13      - 4,529,545.924   564,384.952   MT  0.99965102   +0 30 02.7
 LL1184
 LL1184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1184!SPC CO N     -   0.99975415  x   1.00002392  =   0.99977806
 LL1184!SPC WY E     -   0.99975415  x   1.00001322  =   0.99976737
 LL1184!UTM  13      -   0.99975415  x   0.99965102  =   0.99940525
 LL1184
 LL1184:                Primary Azimuth Mark                     Grid Az
 LL1184:SPC CO N     -  GROVER AZ MK                             083 14 15.7
 LL1184:SPC WY E     -  GROVER AZ MK                             083 26 41.5
 LL1184:UTM  13      -  GROVER AZ MK                             083 33 14.5
 LL1184
 LL1184|---------------------------------------------------------------------|
 LL1184| PID    Reference Object                     Distance      Geod. Az  |
 LL1184|                                                           dddmmss.s |
 LL1184| CP8144 GROVER AZ MK                                       0840317.2 |
 LL1184| CP8145 GROVER RM 1                           6.085 METERS 14129     |
 LL1184| LL1183 GROVER MUNICIPAL TANK               APPROX. 5.3 KM 1753308.2 |
 LL1184| CP8146 GROVER RM 2                          16.707 METERS 25204     |
 LL1184|---------------------------------------------------------------------|
 LL1184
 LL1184                          SUPERSEDED SURVEY CONTROL
 LL1184
 LL1184  NAD 83(1992)-  40 54 52.15678(N)    104 14 07.54133(W) AD(       ) 2
 LL1184  NAD 83(1986)-  40 54 52.15419(N)    104 14 07.54107(W) AD(       ) 2
 LL1184  NAD 27      -  40 54 52.20430(N)    104 14 05.71930(W) AD(       ) 2
 LL1184
 LL1184.Superseded values are not recommended for survey control.
 LL1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1184.See file dsdata.txt to determine how the superseded data were derived.
 LL1184
 LL1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF6438529546(NAD 83)
 LL1184_MARKER: DS = TRIANGULATION STATION DISK
 LL1184_SETTING: 66 = SET IN ROCK OUTCROP
 LL1184
 LL1184  HISTORY     - Date     Condition        Report By
 LL1184  HISTORY     - 1960     MONUMENTED       CGS
 LL1184  HISTORY     - 1963     GOOD             CGS
 LL1184  HISTORY     - 1963     GOOD             CGS
 LL1184
 LL1184                          STATION DESCRIPTION
 LL1184
 LL1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 LL1184'THE STATION IS LOCATED, AIRLINE, ABOUT 6 MILES SOUTH OF THE
 LL1184'WYOMING-COLORADO STATE LINE AND ABOUT 3 MILES NORTH AND 1 MILE
 LL1184'WEST OF THE TOWN OF GROVER, ON THE WEST END OF A RIDGE WHICH
 LL1184'IS THE HIGHEST IN THE IMMEDIATE VICINITY.
 LL1184'
 LL1184'TO REACH THE STATION FROM THE RAILROAD CROSSING, JUST SOUTH
 LL1184'OF THE RAILROAD DEPOT IN GROVER, GO EAST AND NORTH ON A GRAVELED
 LL1184'ROAD FOR 3.6 MILES TO THE TOP OF A HILL AND A BOARD GATE ON
 LL1184'THE RIGHT.  CONTINUE NORTH FOR 75 YARDS TO A WIRE GATE ON THE
 LL1184'LEFT.  PASS THROUGH THE GATE AND GO WEST ALONG THE NORTH SIDE
 LL1184'OF A FENCE FOR 0.8 MILE TO THE END OF TRACKS AT A POINT WHERE
 LL1184'THE RIDGE STARTS TO BREAK AWAY TO THE WEST AND THE STATION IS
 LL1184'ON THE LEFT, 37 FEET SOUTH OF AN EAST-WEST FENCE LINE.
 LL1184'
 LL1184'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ALONG
 LL1184'THE NORTH SIDE OF THE EAST-WEST FENCE LINE FOR 0.45 MILE.  PACK
 LL1184'SOUTH FOR 125 YARDS TO A JUNIPER TREE AND THE AZIMUTH MARK.
 LL1184'
 LL1184'THE STATION IS A STANDARD DISK STAMPED GROVER 1960 SET IN A
 LL1184'DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT 2 INCHES
 LL1184'ABOVE THE GROUND.  IT IS 37 FEET SOUTH OF AN EAST-WEST FENCE
 LL1184'LINE.
 LL1184'
 LL1184'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED GROVER NO 1
 LL1184'1960 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 LL1184'ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION
 LL1184'AS THE STATION.  IT IS 54 FEET SOUTH OF AN EAST-WEST FENCE LINE.
 LL1184'
 LL1184'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED GROVER
 LL1184'NO 2 1960 SET IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH
 LL1184'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT THE
 LL1184'SAME ELEVATION AS THE STATION.  IT IS 37 FEET SOUTH OF AN
 LL1184'EAST-WEST FENCE LINE.
 LL1184'
 LL1184'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GROVER 1960 SET
 LL1184'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS ABOUT
 LL1184'2 INCHES ABOVE THE GROUND.  IT IS 125 YARDS SOUTH OF AN EAST-WEST
 LL1184'FENCE LINE, 12 FEET SOUTHEAST OF A SMALL JUNIPER TREE AND 8 FEET
 LL1184'SOUTHEAST OF THE NORTHWEST EDGE OF THE CLIFF.
 LL1184
 LL1184                          STATION RECOVERY (1963)
 LL1184
 LL1184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (RLS)
 LL1184'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE DISTANCES
 LL1184'AND DIRECTIONS TO THE MARKS WERE VERIFIED.
 LL1184'
 LL1184'DUE TO THE FACT THAT THE OLD DESCRIPTION WAS NOT AVAILABLE,
 LL1184'A NEW DESCRIPTION FOLLOWS.
 LL1184'
 LL1184'THE STATION IS IN PASTURE LAND, 11-1/2 MILES SOUTHWEST OF THE
 LL1184'INTERSECTION OF THE COLORADO-WYOMING-NEBRASKA STATE LINES,
 LL1184'6 MILES SOUTH OF THE COLORADO-WYOMING STATE LINE, AND 3-1/2
 LL1184'MILES NORTH OF GROVER.
 LL1184'
 LL1184'TO REACH THE STATION FROM THE POST OFFICE IN GROVER, GO EAST ON A
 LL1184'GRAVEL ROAD FOR 0.15 MILE TO A CROSSROAD.  CONTINUE EAST AND
 LL1184'NORTH ON THE GRAVEL ROAD FOR 0.35 MILE TO A CROSSROAD.  CONTINUE
 LL1184'NORTH ON THE GRAVEL ROAD FOR 3.2 MILES TO THE TOP OF A RIDGE
 LL1184'AND A GATE ON THE LEFT.  TURN LEFT, PASS THROUGH THE GATE,
 LL1184'AND GO WEST ALONG THE NORTH SIDE OF A FENCE FOR 0.3 MILE TO
 LL1184'THE AZIMUTH MARK ON THE LEFT, 300 FEET SOUTH OF THE FENCE.
 LL1184'CONTINUE WEST ALONG THE NORTH SIDE OF THE FENCE FOR 0.45 MILE
 LL1184'TO THE STATION ON THE LEFT, SOUTH SIDE OF THE FENCE.
 LL1184'
 LL1184'THE STATION MARK, A STANDARD DISK STAMPED GROVER 1960, IS
 LL1184'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 LL1184'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 50 FEET NORTH OF
 LL1184'A ROCK LEDGE, 43 FEET SOUTHWEST OF A METAL WITNESS POST, AND
 LL1184'38 FEET SOUTH OF THE FENCE.
 LL1184'
 LL1184'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED GROVER NO 1 1960,
 LL1184'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 LL1184'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 56.5 FEET SOUTH
 LL1184'OF THE FENCE AND 30 FEET NORTH OF THE ROCK LEDGE.
 LL1184'
 LL1184'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED GROVER NO 2 1960,
 LL1184'IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 LL1184'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 43 FEET SOUTH OF
 LL1184'THE FENCE AND 42 FEET NORTH OF THE ROCK LEDGE.
 LL1184'
 LL1184'AZIMUTH MARK, A STANDARD DISK STAMPED GROVER 1960, IS CEMENTED
 LL1184'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS FLUSH WITH THE
 LL1184'SURFACE OF THE GROUND.  IT IS 29 FEET NORTH OF THE SOUTH EDGE
 LL1184'OF A ROCK LEDGE, 24 FEET EAST OF THE WEST POINT OF THE ROCK
 LL1184'LEDGE, 11 FEET SOUTH OF A LONE TREE, AND 8 FEET SOUTH OF THE
 LL1184'NORTH EDGE OF THE ROCK LEDGE.
 LL1184'
 LL1184'NOTE--REFERENCE MARKS WERE MEASURED WITH 5 KG. TAPE TENSION.
 LL1184
 LL1184                          STATION RECOVERY (1963)
 LL1184
 LL1184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 LL1184'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS
 LL1184'DESCRIBED IN THE 1960 DESCRIPTION.  A NEW WITNESS POST WAS
 LL1184'ESTABLISHED 43.7 FEET NORTH OF THE STATION, 58.3 FEET NORTH
 LL1184'OF R.M. 1 AND 86.1 FEET NORTHEAST OF R.M. 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1183 ***********************************************************************
 LL1183  DESIGNATION -  GROVER MUNICIPAL TANK
 LL1183  PID         -  LL1183
 LL1183  STATE/COUNTY-  CO/WELD
 LL1183  USGS QUAD   -  GROVER SOUTH (1972)
 LL1183
 LL1183                         *CURRENT SURVEY CONTROL
 LL1183  ___________________________________________________________________
 LL1183* NAD 83(1992)-  40 52 01.35668(N)    104 13 50.04131(W)     ADJUSTED  
 LL1183* NAVD 88     -                                                        
 LL1183  ___________________________________________________________________
 LL1183  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 LL1183  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 LL1183
 LL1183  HORZ ORDER  -  THIRD
 LL1183
 LL1183.The horizontal coordinates were established by classical geodetic methods
 LL1183.and adjusted by the National Geodetic Survey in January 1997..
 LL1183
 LL1183
 LL1183.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1183
 LL1183.The geoid height was determined by GEOID03.
 LL1183
 LL1183;                    North         East     Units Scale Factor Converg.
 LL1183;SPC CO N     -   475,862.831 1,021,418.052   MT  1.00001466   +0 49 12.8
 LL1183;SPC CO N     - 1,561,226.64  3,351,102.39   sFT  1.00001466   +0 49 12.8
 LL1183;UTM  13      - 4,524,282.681   564,840.635   MT  0.99965175   +0 30 12.5
 LL1183
 LL1183                          SUPERSEDED SURVEY CONTROL
 LL1183
 LL1183  NAD 83(1992)-  40 52 01.35520(N)    104 13 50.04053(W) AD(       ) 4
 LL1183  NAD 83(1986)-  40 52 01.35182(N)    104 13 50.03938(W) AD(       ) 4
 LL1183  NAD 27      -  40 52 01.39700(N)    104 13 48.22100(W) AD(       ) 3
 LL1183
 LL1183.Superseded values are not recommended for survey control.
 LL1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1183.See file dsdata.txt to determine how the superseded data were derived.
 LL1183
 LL1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF6484124283(NAD 83)
 LL1183_MARKER: 53 = ELEVATED TANK
 LL1183
 LL1183  HISTORY     - Date     Condition        Report By
 LL1183  HISTORY     - 1963     FIRST OBSERVED   CGS
 LL1183
 LL1183                          STATION DESCRIPTION
 LL1183
 LL1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 LL1183'THE STATION IS LOCATED IN THE WEST PART OF GROVER 2 BLOCKS WEST
 LL1183'OF THE POST OFFICE.
 LL1183'
 LL1183'THE STATION IS SUPPORTED BY A 4 LEGGED STEEL STRUCTURE PAINTED
 LL1183'SILVER AND BLACK IN COLOR.
 LL1183'
 LL1183'THE POINT INTERSECTED IS THE BALL AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0532 ***********************************************************************
 LK0532  DESIGNATION -  GROVES
 LK0532  PID         -  LK0532
 LK0532  STATE/COUNTY-  CO/YUMA
 LK0532  USGS QUAD   -  ROBB (1984)
 LK0532
 LK0532                         *CURRENT SURVEY CONTROL
 LK0532  ___________________________________________________________________
 LK0532* NAD 83(1992)-  40 04 54.81223(N)    102 19 22.60984(W)     ADJUSTED  
 LK0532* NAVD 88     -      1141.     (meters)    3743.     (feet)  SCALED    
 LK0532  ___________________________________________________________________
 LK0532  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 LK0532  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 LK0532
 LK0532  HORZ ORDER  -  SECOND
 LK0532
 LK0532.The horizontal coordinates were established by classical geodetic methods
 LK0532.and adjusted by the National Geodetic Survey in January 1993..
 LK0532
 LK0532.The orthometric height was scaled from a topographic map.
 LK0532
 LK0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0532
 LK0532.The geoid height was determined by GEOID03.
 LK0532
 LK0532;                    North         East     Units Scale Factor Converg.
 LK0532;SPC CO N     -   392,766.665 1,185,309.761   MT  0.99996117   +2 03 10.1
 LK0532;SPC CO N     - 1,288,601.97  3,888,803.77   sFT  0.99996117   +2 03 10.1
 LK0532;UTM  13      - 4,440,281.321   728,253.566   MT  1.00024141   +1 43 28.0
 LK0532
 LK0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0532!SPC CO N     -   0.99982439  x   0.99996117  =   0.99978556
 LK0532!UTM  13      -   0.99982439  x   1.00024141  =   1.00006575
 LK0532
 LK0532|---------------------------------------------------------------------|
 LK0532| PID    Reference Object                     Distance      Geod. Az  |
 LK0532|                                                           dddmmss.s |
 LK0532| LK0534 GROVES 2                             13.390 METERS 03407     |
 LK0532| CP8148 GROVES RM 1                          27.452 METERS 13140     |
 LK0532| CP8149 GROVES RM 2                          29.396 METERS 21418     |
 LK0532| CP8147 GROVES AZ MK                                       3120801.1 |
 LK0532| LK0535 GROVES 2 AZ MK                      APPROX. 0.5 KM 3132322.2 |
 LK0532|---------------------------------------------------------------------|
 LK0532
 LK0532                          SUPERSEDED SURVEY CONTROL
 LK0532
 LK0532  NAD 83(1986)-  40 04 54.80846(N)    102 19 22.60695(W) AD(       ) 2
 LK0532  NAD 27      -  40 04 54.84900(N)    102 19 20.89200(W) AD(       ) 2
 LK0532
 LK0532.Superseded values are not recommended for survey control.
 LK0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0532.See file dsdata.txt to determine how the superseded data were derived.
 LK0532
 LK0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE2825440281(NAD 83)
 LK0532_MARKER: DS = TRIANGULATION STATION DISK
 LK0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0532
 LK0532  HISTORY     - Date     Condition        Report By
 LK0532  HISTORY     - 1935     MONUMENTED       CGS
 LK0532  HISTORY     - 1977     SEE DESCRIPTION  NGS
 LK0532
 LK0532                          STATION DESCRIPTION
 LK0532
 LK0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LK0532'STATION IS 0.50 MILE NORTH AND 5 MILES WEST OF WRAY, COLORADO,
 LK0532'IN THE EAST HALF OF SEC. 6, T. 1 N., R. 44 W. ON STATE HIGHWAY
 LK0532'54 RIGHT-OF-WAY, ABOUT 65 YARDS NORTHWEST OF ITS INTERSECTION
 LK0532'WITH A SECONDARY ROAD, 47.5 FEET NORTH OF THE CENTER OF
 LK0532'HIGHWAY 54 AND 2.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, IN
 LK0532'PASTURE LAND BELONGING TO THE GROVES RANCH.  THE MARK PROJECTS
 LK0532'10 INCHES.
 LK0532'
 LK0532'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION,
 LK0532'47.5 FEET NORTH OF CENTER OF HIGHWAY 54 AND 1.5 FEET SOUTH OF THE
 LK0532'RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 6 INCHES.
 LK0532'
 LK0532'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE
 LK0532'STATION, 49 FEET SOUTH OF THE CENTER OF HIGHWAY 54 AND 1.5
 LK0532'FEET NORTH OF THE RIGHT-OF-WAY FENCE.  THE MARK PROJECTS
 LK0532'6 INCHES.
 LK0532'
 LK0532'THE AZIMUTH MARK IS ABOUT 0.30 MILE WEST-NORTHWEST
 LK0532'OF THE STATION, 50 FEET NORTH OF THE CENTER OF HIGHWAY 54
 LK0532'AND 1 FOOT SOUTH OF THE FENCE LINE.  THE MARK PROJECTS 5
 LK0532'INCHES.
 LK0532'
 LK0532'THE STATION IS REACHED FROM WRAY BY GOING WEST ON STATE
 LK0532'HIGHWAY 54 FOR 4.7 MILES TO A Y-INTERSECTION, TURN RIGHT,
 LK0532'KEEPING ON HIGHWAY 54 AND GO 0.7 MILE TO A WARPED T-INTERSECTION.
 LK0532'THE STATION IS ABOUT 65 YARDS NORTHWEST OF THIS POINT.
 LK0532'
 LK0532'A 10-FOOT STAND CLEARED ALL LINES.
 LK0532
 LK0532                          STATION RECOVERY (1977)
 LK0532
 LK0532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LK0532'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION,
 LK0532'HOWEVER DUE TO THE U.S. HIGHWAY 34 BEING WIDENED TO THE NORTH, THE
 LK0532'STATION MARK, REFERENCE MARK 1 AND THE AZIMUTH MARK HAD TO BE MOVED
 LK0532'AS THEY WOULD HAVE BEEN DESTROYED.  REFERENCE MARK NUMBER 2 WAS
 LK0532'LEFT IN PLACE AND WAS TIED TO STATION GROVES 2.  DISTANCE TO
 LK0532'REFERENCE MARK 1 DID NOT CHECK VERY WELL.  DISTANCE TO REFERENCE
 LK0532'MARK 2 DID CHECK ADEQUATELY.  DIRECTION TO THE MARKS CHECKED
 LK0532'GOOD.
 LK0532'
 LK0532'STATION GROVES 2 WAS ESTABLISHED AT THIS TIME, TO THE NORTH AND ON
 LK0532'LAND OWNED BY A MR. HENRY WILTFANG OF VERNON, COLORADO.
 LK0532'
 LK0532'STATE HIGHWAY 54 HAS BEEN CHANGED TO U.S. HIGHWAY 34.
 LK0532'
 LK0532'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES WNW
 LK0532'OF WRAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0534 ***********************************************************************
 LK0534  CBN         -  This is a Cooperative Base Network Control Station.
 LK0534  DESIGNATION -  GROVES 2
 LK0534  PID         -  LK0534
 LK0534  STATE/COUNTY-  CO/YUMA
 LK0534  USGS QUAD   -  ROBB (1984)
 LK0534
 LK0534                         *CURRENT SURVEY CONTROL
 LK0534  ___________________________________________________________________
 LK0534* NAD 83(1992)-  40 04 55.17163(N)    102 19 22.29283(W)     ADJUSTED  
 LK0534* NAVD 88     -      1142.4    (meters)    3748.     (feet)  GPS OBS   
 LK0534  ___________________________________________________________________
 LK0534  X           -  -1,043,135.517 (meters)                     COMP
 LK0534  Y           -  -4,775,097.695 (meters)                     COMP
 LK0534  Z           -   4,085,676.983 (meters)                     COMP
 LK0534  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 LK0534  ELLIP HEIGHT-        1120.56  (meters)          (10/21/02) GPS OBS
 LK0534  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 LK0534
 LK0534  HORZ ORDER  -  B
 LK0534  ELLP ORDER  -  FIFTH     CLASS I
 LK0534
 LK0534.The horizontal coordinates were established by GPS observations
 LK0534.and adjusted by the National Geodetic Survey in May 1992..
 LK0534
 LK0534.The orthometric height was determined by GPS observations and a
 LK0534.high-resolution geoid model.
 LK0534
 LK0534.Photographs are available for this station.
 LK0534
 LK0534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0534
 LK0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0534
 LK0534.The ellipsoidal height was determined by GPS observations
 LK0534.and is referenced to NAD 83.
 LK0534
 LK0534.The geoid height was determined by GEOID03.
 LK0534
 LK0534;                    North         East     Units Scale Factor Converg.
 LK0534;SPC CO N     -   392,778.012 1,185,316.869   MT  0.99996116   +2 03 10.3
 LK0534;SPC CO N     - 1,288,639.19  3,888,827.09   sFT  0.99996116   +2 03 10.3
 LK0534;UTM  13      - 4,440,292.630   728,260.742   MT  1.00024145   +1 43 28.2
 LK0534
 LK0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0534!SPC CO N     -   0.99982424  x   0.99996116  =   0.99978541
 LK0534!UTM  13      -   0.99982424  x   1.00024145  =   1.00006565
 LK0534
 LK0534|---------------------------------------------------------------------|
 LK0534| PID    Reference Object                     Distance      Geod. Az  |
 LK0534|                                                           dddmmss.s |
 LK0534| CP8150 GROVES 2 RM 3                         8.751 METERS 13055     |
 LK0534| LK0532 GROVES                               13.390 METERS 21407     |
 LK0534| CP8149 GROVES RM 2                          42.788 METERS 21415     |
 LK0534| LK0535 GROVES 2 AZ MK                      APPROX. 0.5 KM 3115321.9 |
 LK0534|---------------------------------------------------------------------|
 LK0534
 LK0534                          SUPERSEDED SURVEY CONTROL
 LK0534
 LK0534  ELLIP H (05/26/92) 1120.51   (m)                       GP(       ) 4 1
 LK0534  NAD 83(1986)-  40 04 55.16787(N)    102 19 22.28994(W) AD(       ) 2
 LK0534  NAD 27      -  40 04 55.20841(N)    102 19 20.57500(W) AD(       ) 2
 LK0534  NGVD 29 (06/11/92) 1141.7    (m)         3746.     (f) GPS OBS        
 LK0534
 LK0534.Superseded values are not recommended for survey control.
 LK0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0534.See file dsdata.txt to determine how the superseded data were derived.
 LK0534
 LK0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE2826140293(NAD 83)
 LK0534_MARKER: DH = HORIZONTAL CONTROL DISK
 LK0534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0534_SP_SET: CONCRETE POST
 LK0534_STAMPING: GROVES 2 1977
 LK0534_MARK LOGO: NGS   
 LK0534_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LK0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0534+STABILITY: SURFACE MOTION
 LK0534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0534+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1999
 LK0534
 LK0534  HISTORY     - Date     Condition        Report By
 LK0534  HISTORY     - 1977     MONUMENTED       NGS
 LK0534  HISTORY     - 1977     GOOD             NGS
 LK0534  HISTORY     - 19910502 GOOD             NGS
 LK0534  HISTORY     - 19911213 GOOD             NGS
 LK0534  HISTORY     - 19990224 GOOD             NGS
 LK0534  HISTORY     - 19990413 GOOD             MSAM
 LK0534
 LK0534                          STATION DESCRIPTION
 LK0534
 LK0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LK0534'STATION IS LOCATED ABOUT 5-1/2 MILES WEST-NORTHWEST OF WRAY, IN
 LK0534'SECTION 6, T 1 N, R 44 W, INSIDE FENCED PASTURE LAND WHICH IS OWNED
 LK0534'BY A MR. HENRY WILTFANG OF VERNON, COLORADO AND ABOUT 9 FEET NORTH
 LK0534'OF U.S. HIGHWAY 34 RIGHT-OF-WAY FENCELINE.
 LK0534'
 LK0534'STATION IS REACHED FROM THE YUMA COUNTY COURTHOUSE IN WRAY.  GO
 LK0534'WESTERLY ON U.S. HIGHWAY 34 FOR 5.75 MILES TO A GRADED ROAD ON
 LK0534'RIGHT.  STATION MARK IS IN THE NORTHWEST ANGLE, ON NORTH SIDE OF
 LK0534'HIGHWAY.
 LK0534'
 LK0534'AZIMUTH MARK IS REACHED FROM STATION BY DRIVING WESTERLY ON HIGHWAY
 LK0534'34 FOR 0.3 MILE TO THE MARK ON THE RIGHT, INSIDE FENCED PASTURE.
 LK0534'
 LK0534'STATION IS A STANDARD STATION MARK DISK, STAMPED GROVES 2 1977, SET
 LK0534'IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES.
 LK0534'THE SUB-SURFACE STATION MARK DISK IS STAMPED THE SAME AS THE
 LK0534'SURFACE DISK.  MARK IS 91-1/2 FEET NORTH OF THE PRESENT CENTER OF
 LK0534'HIGHWAY 34, 9 FEET NORTH OF THE NEW PROPOSED HIGHWAY 34
 LK0534'RIGHT-OF-WAY FENCELINE AND 2 FEET WEST OF A METAL WITNESS POST.
 LK0534'
 LK0534'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED GROVES
 LK0534'NO 2 1935, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 LK0534'ABOUT 6 INCHES.  MARK IS 45 FEET SOUTH OF THE PRESENT CENTER OF
 LK0534'HIGHWAY 34, 2 FEET NORTH OF HIGHWAY RIGHT-OF-WAY FENCELINE AND 1
 LK0534'FOOT EAST OF A METAL WITNESS POST.
 LK0534'
 LK0534'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK, STAMPED GROVES
 LK0534'2 NO 3 1977, SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING
 LK0534'ABOUT 4 INCHES.  MARK IS 8 FEET NORTH OF THE NEW PROPOSED HIGHWAY
 LK0534'RIGHT-OF-WAY FENCELINE AND 1 FOOT WEST OF A METAL WITNESS POST.
 LK0534'
 LK0534'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED GROVES 2
 LK0534'1977, SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT
 LK0534'4 INCHES.  MARK IS 85 FEET NORTH OF THE PRESENT CENTER OF HIGHWAY
 LK0534'34, 15-1/2 FEET NORTH OF THE NEW PROPOSED HIGHWAY RIGHT-OF-WAY
 LK0534'FENCELINE AND 1 FOOT NORTH OF A METAL WITNESS POST.
 LK0534
 LK0534                          STATION RECOVERY (1977)
 LK0534
 LK0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LK0534'RECOVERED IN GOOD CONDITION.
 LK0534
 LK0534                          STATION RECOVERY (1991)
 LK0534
 LK0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LK0534'STATION IS LOCATED ABOUT 9 KM (5.6 MI) WEST OF WRAY, 14 KM (8.7 MI)
 LK0534'EAST OF ECKLEY, ALONG US HIGHWAY 34, AT MILE 244.7, IN PASTURE, ON THE
 LK0534'EAST EDGE OF SECTION 6, T 1 N, T  R 44 W.  OWNERSHIP--HENRY WILT
 LK0534'FANG, PO BOX 105, VERNON, CO 80755.  PHONE IS 303-332-5238.
 LK0534'TO REACH FROM THE JUNCTION OF US HIGHWAYS 34 AND 385 ON THE WEST SIDE
 LK0534'OF WRAY, GO WEST ON HIGHWAY 34 FOR 8.33 KM (5.18 MI) TO A GRAVEL ROAD
 LK0534'RIGHT (COUNTY ROAD CC).  CONTINUE AHEAD FOR 50 M (164.0 FT) TO THE
 LK0534'STATION ON THE RIGHT.
 LK0534'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST
 LK0534'PROJECTING 5 CM ABOVE GROUND.  IT IS 24.5 M (80.4 FT) NORTHEAST OF,
 LK0534'AND 1 M (3.3 FT) HIGHER THAN THE HIGHWAY CENTER, 36.3 M (119.1 FT)
 LK0534'WEST OF THE COUNTY ROAD CENTER, 11.5 M (37.7 FT) NORTH-NORTHWEST OF A
 LK0534'BEND IN THE RIGHT-OF-WAY FENCE, 2.0 M (6.6 FT) NORTHEAST OF A
 LK0534'FIBERGLASS WITNESS POST IN THE RIGHT-OF-WAY FENCE AND 0.7 M (2.3 FT)
 LK0534'WEST OF A METAL WITNESS POST.
 LK0534'DESCRIBED BY G.R.HEID
 LK0534
 LK0534                          STATION RECOVERY (1991)
 LK0534
 LK0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LK0534'STATION IS LOCATED ABOUT 9 KM (5.6 MI) WEST OF WRAY, 14 KM (8.7 MI)
 LK0534'EAST OF ECKLEY, ALONG U.S. HIGHWAY 34, AT MILE 244.7, IN PASTURE.
 LK0534'OWNERSHIP--HENRY WILT FANG, PO BOX 105, VERNON, CO 80755.  PHONE IS
 LK0534'303-332-5238.
 LK0534'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 34 AND 385 ON THE WEST
 LK0534'SIDE OF WRAY, GO WEST ON HIGHWAY 34 FOR 8.33 KM (5.18 MI) TO A GRAVEL
 LK0534'ROAD RIGHT (COUNTY ROAD CC).  CONTINUE AHEAD FOR 50 M (164.0 FT) TO
 LK0534'THE STATION ON THE RIGHT.
 LK0534'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST
 LK0534'PROJECTING 5 CM ABOVE GROUND.  IT IS 24.5 M (80.4 FT) NORTHEAST FROM
 LK0534'AND 1 M (3.3 FT) HIGHER THAN THE HIGHWAY CENTER, 36.3 M (119.1 FT)
 LK0534'WEST FROM THE COUNTY ROAD CENTER, 11.5 M (37.7 FT) NORTH-NORTHWEST
 LK0534'FROM A BEND IN THE RIGHT-OF-WAY FENCE, 2.0 M (6.6 FT) NORTHEAST FROM
 LK0534'A FIBERGLASS WITNESS POST IN THE RIGHT-OF-WAY FENCE AND 0.7 M
 LK0534'(2.3 FT) WEST FROM A METAL WITNESS POST.
 LK0534
 LK0534                          STATION RECOVERY (1999)
 LK0534
 LK0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 LK0534'RECOVERED AS DESCRIBED.
 LK0534
 LK0534                          STATION RECOVERY (1999)
 LK0534
 LK0534'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 LK0534'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8062 ***********************************************************************
 AB8062  DESIGNATION -  GUC AP STA A 2
 AB8062  PID         -  AB8062
 AB8062  STATE/COUNTY-  CO/GUNNISON
 AB8062  USGS QUAD   -  GUNNISON (1970)
 AB8062
 AB8062                         *CURRENT SURVEY CONTROL
 AB8062  ___________________________________________________________________
 AB8062* NAD 83(1992)-  38 31 53.43743(N)    106 56 52.28542(W)     ADJUSTED  
 AB8062* NAVD 88     -      2332.2    (meters)    7652.     (feet)  GPS OBS   
 AB8062  ___________________________________________________________________
 AB8062  X           -  -1,456,837.216 (meters)                     COMP
 AB8062  Y           -  -4,780,656.185 (meters)                     COMP
 AB8062  Z           -   3,953,210.135 (meters)                     COMP
 AB8062  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AB8062  ELLIP HEIGHT-        2317.85  (meters)          (01/21/03) GPS OBS
 AB8062  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 AB8062
 AB8062  HORZ ORDER  -  THIRD
 AB8062  ELLP ORDER  -  FOURTH    CLASS I
 AB8062
 AB8062.This mark is at Gunnison County Airport (GUC)
 AB8062
 AB8062.The horizontal coordinates were established by GPS observations
 AB8062.and adjusted by the National Geodetic Survey in November 2000..
 AB8062
 AB8062.The orthometric height was determined by GPS observations and a
 AB8062.high-resolution geoid model.
 AB8062
 AB8062.Photographs are available for this station.
 AB8062
 AB8062.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8062
 AB8062.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8062
 AB8062.The ellipsoidal height was determined by GPS observations
 AB8062.and is referenced to NAD 83.
 AB8062
 AB8062.The geoid height was determined by GEOID03.
 AB8062
 AB8062;                    North         East     Units Scale Factor Converg.
 AB8062;SPC CO C     -   383,309.579   788,163.537   MT  0.99998497   -0 54 47.3
 AB8062;SPC CO C     - 1,257,574.84  2,585,833.20   sFT  0.99998497   -0 54 47.3
 AB8062;UTM  13      - 4,266,588.089   330,217.630   MT  0.99995500   -1 12 49.3
 AB8062
 AB8062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8062!SPC CO C     -   0.99963645  x   0.99998497  =   0.99962143
 AB8062!UTM  13      -   0.99963645  x   0.99995500  =   0.99959147
 AB8062
 AB8062                          SUPERSEDED SURVEY CONTROL
 AB8062
 AB8062  ELLIP H (11/14/00) 2317.87   (m)                       GP(       ) 4 1
 AB8062
 AB8062.Superseded values are not recommended for survey control.
 AB8062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8062.See file dsdata.txt to determine how the superseded data were derived.
 AB8062
 AB8062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC3021866588(NAD 83)
 AB8062_MARKER: DT = TOPOGRAPHIC STATION DISK
 AB8062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8062_STAMPING: AP 1967 STA A 2
 AB8062_MARK LOGO: CGS   
 AB8062_PROJECTION: FLUSH
 AB8062_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8062+STABILITY: SURFACE MOTION
 AB8062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8062+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2000
 AB8062
 AB8062  HISTORY     - Date     Condition        Report By
 AB8062  HISTORY     - 1967     MONUMENTED       CGS
 AB8062  HISTORY     - 19870615 GOOD             NGS
 AB8062  HISTORY     - 20000829 GOOD             NGS
 AB8062
 AB8062                          STATION DESCRIPTION
 AB8062
 AB8062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 AB8062'THE STATION IS LOCATED 243.4 FT (74.2 M) E OF THE SW CORNER OF RUNWAY
 AB8062'END 6, 25.0 FT (7.6 M) S OF THE SE EDGE OF RUNWAY 6-24.  A STANDARD
 AB8062'TOPOGRAPHIC DISK STAMPED AP 1967 A 2 SET IN THE TOP OF A CONCRETE POST
 AB8062'FLUSH WITH THE GROUND.  IT IS 53.4 FT (16.3 M) SOUTHWEST FROM THE 2ND
 AB8062'RED TAXIWAY LIGHT WEST FROM END RWY 6.
 AB8062
 AB8062                          STATION RECOVERY (2000)
 AB8062
 AB8062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AB8062'THE STATION IS LOCATED 243.4 FT E OF THE SW CORNER OF RWY  END 6 , 25
 AB8062'.0 FT S OF THE SE EDGE OF RWY 6-24. THE STATION IS A STANDARD
 AB8062'TOPOGRAPHIC DISK STAMPED -- AP 1967 STA A 2 -- SET IN THE TOP OF A
 AB8062'CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 AB8062'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE7515 ***********************************************************************
 AE7515  PACS        -  This is a Primary Airport Control Station.
 AE7515  DESIGNATION -  GUC D
 AE7515  PID         -  AE7515
 AE7515  STATE/COUNTY-  CO/GUNNISON
 AE7515  USGS QUAD   -  GUNNISON (1970)
 AE7515
 AE7515                         *CURRENT SURVEY CONTROL
 AE7515  ___________________________________________________________________
 AE7515* NAD 83(1992)-  38 32 16.49121(N)    106 55 40.71983(W)     ADJUSTED  
 AE7515* NAVD 88     -      2338.46   (meters)    7672.1    (feet)  GPS OBS   
 AE7515  ___________________________________________________________________
 AE7515  X           -  -1,455,050.871 (meters)                     COMP
 AE7515  Y           -  -4,780,742.240 (meters)                     COMP
 AE7515  Z           -   3,953,770.319 (meters)                     COMP
 AE7515  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 AE7515  ELLIP HEIGHT-        2324.14  (meters)          (10/21/02) GPS OBS
 AE7515  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 AE7515
 AE7515  HORZ ORDER  -  B
 AE7515  ELLP ORDER  -  FIFTH     CLASS I
 AE7515
 AE7515.This mark is at Gunnison County Airport (GUC)
 AE7515
 AE7515.The horizontal coordinates were established by GPS observations
 AE7515.and adjusted by the National Geodetic Survey in June 2000..
 AE7515
 AE7515.The orthometric height was determined by GPS observations and a
 AE7515.high-resolution geoid model.
 AE7515
 AE7515.GPS derived orthometric heights for airport stations designated as
 AE7515.PACS or SACS are published to 2 decimal places.  This maintains
 AE7515.centimeter relative accuracy between the PACS and SACS.  It does
 AE7515.not indicate centimeter accuracy relative to other marks which are
 AE7515.part of the NAVD 88 network.
 AE7515
 AE7515.Photographs are available for this station.
 AE7515
 AE7515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7515
 AE7515.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7515
 AE7515.The ellipsoidal height was determined by GPS observations
 AE7515.and is referenced to NAD 83.
 AE7515
 AE7515.The geoid height was determined by GEOID03.
 AE7515
 AE7515;                    North         East     Units Scale Factor Converg.
 AE7515;SPC CO C     -   383,992.913   789,907.840   MT  0.99998388   -0 54 02.2
 AE7515;SPC CO C     - 1,259,816.75  2,591,555.97   sFT  0.99998388   -0 54 02.2
 AE7515;UTM  13      - 4,267,262.237   331,965.437   MT  0.99994772   -1 12 05.3
 AE7515
 AE7515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7515!SPC CO C     -   0.99963546  x   0.99998388  =   0.99961935
 AE7515!UTM  13      -   0.99963546  x   0.99994772  =   0.99958320
 AE7515
 AE7515:                Primary Azimuth Mark                     Grid Az
 AE7515:SPC CO C     -  AIRWAY 2                                 222 49 14.2
 AE7515:UTM  13      -  AIRWAY 2                                 223 07 17.3
 AE7515
 AE7515|---------------------------------------------------------------------|
 AE7515| PID    Reference Object                     Distance      Geod. Az  |
 AE7515|                                                           dddmmss.s |
 AE7515| AE7514 AIRWAY 2                            457.906 METERS 2215512.0 |
 AE7515|---------------------------------------------------------------------|
 AE7515
 AE7515                          SUPERSEDED SURVEY CONTROL
 AE7515
 AE7515  ELLIP H (06/30/00) 2324.16   (m)                       GP(       ) 4 1
 AE7515  NAD 83(1992)-  38 32 16.49075(N)    106 55 40.71935(W) AD(       ) 1
 AE7515  ELLIP H (02/27/98) 2324.16   (m)                       GP(       ) 4 1
 AE7515
 AE7515.Superseded values are not recommended for survey control.
 AE7515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7515.See file dsdata.txt to determine how the superseded data were derived.
 AE7515
 AE7515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC3196567262(NAD 83)
 AE7515_MARKER: I = METAL ROD
 AE7515_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AE7515+WITH SETTING: INFORMATION.
 AE7515_STAMPING: GUC D 1996
 AE7515_MARK LOGO: NGS   
 AE7515_PROJECTION: FLUSH
 AE7515_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7515+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2000
 AE7515_ROD/PIPE-DEPTH: 1.50 meters
 AE7515_SLEEVE-DEPTH  : 0.90 meters
 AE7515
 AE7515  HISTORY     - Date     Condition        Report By
 AE7515  HISTORY     - 1996     MONUMENTED       NGS
 AE7515  HISTORY     - 19990520 GOOD             MSAM
 AE7515  HISTORY     - 20000829 GOOD             NGS
 AE7515
 AE7515                          STATION DESCRIPTION
 AE7515
 AE7515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE7515'THE STATION IS LOCATED AT THE GUNNISON COUNTY AIRPORT IN GUNNISON,
 AE7515'COLORADO, IN THE NORTHWEST 1/4 OF SECTION 1, T 49 N, R 1 W.
 AE7515'OWNERSHIP--GUNNISON COUNTY AIRPORT  TO REACH THE STATION FROM THE
 AE7515'INTERSECTION OF U.  S.  HIGHWAY 50 AND STATE HIGHWAY 135 IN GUNNISON,
 AE7515'GO WEST ON U.  S.  HIGHWAY 50 (TOMICHI AVENUE) FOR 0.05 MI (0.08 KM)
 AE7515'TO THE INTERSECTION OF WISCONSIN STREET.  TURN LEFT, SOUTH, ON
 AE7515'WISCONSIN STREET FOR 0.35 MI (0.56 KM) TO THE INTERSECTION OF RIO
 AE7515'GRANDE AVENUE AND THE STATION JUST INSIDE THE AIRPORT FENCE.  TO USE
 AE7515'THIS STATION, PERMISSION MUST BE GOTTEN FROM AIRPORT ADMINISTRATION.
 AE7515'AT THIS TIME, THE TRIPOD COULD BE SET UP INSIDE THE AIRPORT AND THE
 AE7515'TRUCK CAN REMAIN OUTSIDE THE AIRPORT  THE MARK IS A PUNCH HOLE TOP
 AE7515'CENTER OF A 1.5 M (4.9 FT) LONG STAINLESS STEEL ROD DRIVEN DRIVEN TO
 AE7515'REFUSAL, ENCASED IN A 0.9 M (3.0 FT) LONG GREASED 1-INCH PVC PIPE,
 AE7515'ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A CONCRETE
 AE7515'COLLAR FLUSH WITH THE GROUND.  IT IS 49.4 M (162.1 FT) SOUTHEAST FROM
 AE7515'THE INTERSECTION OF RIO GRANDE AVENUE AND WISCONSIN STREET, 38.5 M
 AE7515'(126.3 FT) NORTH-NORTHEAST FROM THE CENTER LINE OF TAXIWAY 24-6, 22.5
 AE7515'M (73.8 FT) EAST-SOUTHEAST FROM THE CENTER OF CRASH GATE NUMBER 5,
 AE7515'20.6 M (67.6 FT) EAST FROM THE CENTER OF DIRT ROAD (EXTENSION OF
 AE7515'WISCONSIN STREET) TO TAXI WAY, 14.8 M (48.6 FT) EAST FROM A FENCE
 AE7515'CORNER AND 13.7 M (44.9 FT) EAST-SOUTHEAST FROM A WITNESS POST.
 AE7515
 AE7515                          STATION RECOVERY (1999)
 AE7515
 AE7515'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AE7515'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC.  1999 (KCH) THE
 AE7515'STATION IS LOCATED ABOUT 45 KM (27.95 MI) SOUTH-SOUTHEAST OF CRESTED
 AE7515'BUTTE AND IN THE SOUTH SECTION OF GUNNISON, AT THE GUNNISON COUNTY
 AE7515'AIRPORT.  IT IS NORTH OF TAXIWAY A AND SOUTHEAST OF AIRPORT GATE 4, IN
 AE7515'THE NORTHWEST QUARTER OF SECTION 1, T 49 N, R 1 W.  THE AIRPORT IS NOT
 AE7515'CONTROLLED.  THE USE OF THIS MARK REQUIRES AN ESCORT.  TO SCHEDULE AN
 AE7515'ESCORT CONTACT THE AIRPORT MANAGER MR REX TIPPETTS AT 711 RIO GRANDE
 AE7515'AVENUE, GUNNISON, COLORADO, 81230, TELEPHONE 970-641-2304.
 AE7515'OWNERSHIP--GUNNISON COUNTY
 AE7515'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 50 (TOMICHI
 AE7515'AVENUE) AND STATE HIGHWAY 135 (MAIN STREET) IN THE CENTRAL SECTION OF
 AE7515'GUNNISON, GO WEST, ON HIGHWAY 50 FOR 0.5 MI (0.8 KM) TO AN
 AE7515'INTERSECTION.  TURN LEFT, SOUTH, ON SOUTH 11TH FOR 0.45 MI (0.72 KM)
 AE7515'TO AN INTERSECTION.  CONTINUE SOUTH, ACROSS RIO GRANDE AVENUE AND THE
 AE7515'AIRPORT PARKING LOT, KEEP RIGHT, PAST THE WEST END OF THE TERMINAL
 AE7515'BUILDING FOR 0.1 MI (0.2 KM) TO AIRPORT GATE 1 ON THE LEFT.  YOUR
 AE7515'ESCORT WILL OPEN THE GATE, PROCEED SOUTH, ACROSS THE APRON FOR 0.1 MI
 AE7515'(0.2 KM) TO TAXIWAY A.  TURN LEFT, EAST, ON TAXIWAY A FOR 0.7 MI (1.1
 AE7515'KM) TO THE STATION ON THE LEFT
 AE7515'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 AE7515'TO A DEPTH OF 1.5 METERS, (4.9 FT) ENCASED IN A 0.9 M (3.0 FT) LONG
 AE7515'GREASED PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID,
 AE7515'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 49.4 M
 AE7515'(162.1 FT) SOUTHEAST OF THE INTERSECTION OF RIO GRANDE AVENUE AND
 AE7515'WISCONSIN STREET, 38.5 M (126.3 FT) NORTH-NORTHEAST OF THE CENTER LINE
 AE7515'OF TAXIWAY A, 22.5 M (73.8 FT) EAST-SOUTHEAST FROM THE CENTER OF
 AE7515'AIRPORT GATE 4, 20.6 M (67.6 FT) EAST FROM THE CENTER OF DIRT ROAD
 AE7515'(EXTENSION OF WISCONSIN STREET) TO TAXIWAY, 14.8 M (48.6 FT) EAST FROM
 AE7515'A FENCE CORNER AND 13.7 M (44.9 FT) EAST-SOUTHEAST FROM A WITNESS
 AE7515'POST.  THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL
 AE7515'STATION.
 AE7515
 AE7515                          STATION RECOVERY (2000)
 AE7515
 AE7515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AE7515'RECOVERED AS DESCRIBED. THIS STATION IS DESIGNATED AS THE PRIMARY
 AE7515'AIRPORT CONTROL STATION.
 AE7515'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5903 ***********************************************************************
 AI5903  SACS        -  This is a Secondary Airport Control Station.
 AI5903  DESIGNATION -  GUC E
 AI5903  PID         -  AI5903
 AI5903  STATE/COUNTY-  CO/GUNNISON
 AI5903  USGS QUAD   -  GUNNISON (1970)
 AI5903
 AI5903                         *CURRENT SURVEY CONTROL
 AI5903  ___________________________________________________________________
 AI5903* NAD 83(1992)-  38 31 59.09597(N)    106 56 46.56845(W)     ADJUSTED  
 AI5903* NAVD 88     -      2332.89   (meters)    7653.8    (feet)  GPS OBS   
 AI5903  ___________________________________________________________________
 AI5903  X           -  -1,456,673.178 (meters)                     COMP
 AI5903  Y           -  -4,780,593.073 (meters)                     COMP
 AI5903  Z           -   3,953,347.111 (meters)                     COMP
 AI5903  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AI5903  ELLIP HEIGHT-        2318.55  (meters)          (10/21/02) GPS OBS
 AI5903  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 AI5903
 AI5903  HORZ ORDER  -  FIRST
 AI5903  ELLP ORDER  -  FIFTH     CLASS I
 AI5903
 AI5903.This mark is at Gunnison County Airport (GUC)
 AI5903
 AI5903.The horizontal coordinates were established by GPS observations
 AI5903.and adjusted by the National Geodetic Survey in June 2000..
 AI5903
 AI5903.The orthometric height was determined by GPS observations and a
 AI5903.high-resolution geoid model.
 AI5903
 AI5903.GPS derived orthometric heights for airport stations designated as
 AI5903.PACS or SACS are published to 2 decimal places.  This maintains
 AI5903.centimeter relative accuracy between the PACS and SACS.  It does
 AI5903.not indicate centimeter accuracy relative to other marks which are
 AI5903.part of the NAVD 88 network.
 AI5903
 AI5903.Photographs are available for this station.
 AI5903
 AI5903.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5903
 AI5903.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5903
 AI5903.The ellipsoidal height was determined by GPS observations
 AI5903.and is referenced to NAD 83.
 AI5903
 AI5903.The geoid height was determined by GEOID03.
 AI5903
 AI5903;                    North         East     Units Scale Factor Converg.
 AI5903;SPC CO C     -   383,481.831   788,304.764   MT  0.99998470   -0 54 43.7
 AI5903;SPC CO C     - 1,258,139.97  2,586,296.55   sFT  0.99998470   -0 54 43.7
 AI5903;UTM  13      - 4,266,759.593   330,359.754   MT  0.99995440   -1 12 45.9
 AI5903
 AI5903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5903!SPC CO C     -   0.99963634  x   0.99998470  =   0.99962105
 AI5903!UTM  13      -   0.99963634  x   0.99995440  =   0.99959076
 AI5903
 AI5903                          SUPERSEDED SURVEY CONTROL
 AI5903
 AI5903  ELLIP H (06/30/00) 2318.57   (m)                       GP(       ) 1 1
 AI5903
 AI5903.Superseded values are not recommended for survey control.
 AI5903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5903.See file dsdata.txt to determine how the superseded data were derived.
 AI5903
 AI5903_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC3036066760(NAD 83)
 AI5903_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5903_STAMPING: GUC E 1999
 AI5903_MARK LOGO: CGS   
 AI5903_PROJECTION: FLUSH
 AI5903_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5903+STABILITY: SURFACE MOTION
 AI5903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5903+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2000
 AI5903
 AI5903  HISTORY     - Date     Condition        Report By
 AI5903  HISTORY     - 1999     MONUMENTED       MSAM
 AI5903  HISTORY     - 20000829 GOOD             NGS
 AI5903
 AI5903                          STATION DESCRIPTION
 AI5903
 AI5903'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AI5903'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC.  1999 (KCH) THE
 AI5903'STATION IS LOCATED ABOUT 45 KM (27.95 MI) SOUTH-SOUTHEAST OF CRESTED
 AI5903'BUTTE AND IN THE SOUTH SECTION OF GUNNISON, AT THE GUNNISON COUNTY
 AI5903'AIRPORT.  IT IS NEAR THE WEST END AND NORTH OF RUNWAY 6-24 AND SOUTH
 AI5903'OF TAXIWAY A, IN THE SOUTHWEST QUARTER OF SECTION 2, T 49 N, R 1 W.
 AI5903'THE AIRPORT IS NOT CONTROLLED.  THE USE OF THIS STATION REQUIRES AN
 AI5903'ESCORT.  TO SCHEDULE AN ESCORT CONTACT THE AIRPORT MANAGER MR REX
 AI5903'TIPPETTS AT 711 RIO GRANDE AVENUE, GUNNISON, COLORADO, 81230,
 AI5903'TELEPHONE 970-641-2304.  OWNERSHIP--GUNNISON COUNTY
 AI5903'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 50 (TOMICHI
 AI5903'AVENUE) AND STATE HIGHWAY 135 (MAIN STREET) IN THE CENTRAL SECTION OF
 AI5903'GUNNISON, GO WEST, ON HIGHWAY 50 FOR 0.5 MI (0.8 KM) TO AN
 AI5903'INTERSECTION.  TURN LEFT, SOUTH, ON SOUTH 11TH FOR 0.45 MI (0.72 KM)
 AI5903'TO AN INTERSECTION.  CONTINUE SOUTH, ACROSS RIO GRANDE AVENUE AND THE
 AI5903'AIRPORT PARKING LOT, KEEP RIGHT, PAST THE WEST END OF THE TERMINAL
 AI5903'BUILDING FOR 0.1 MI (0.2 KM) TO AIRPORT GATE 1 ON THE LEFT.  YOUR
 AI5903'ESCORT WILL OPEN THE GATE, PROCEED SOUTH, ACROSS THE APRON FOR 0.1 MI
 AI5903'(0.2 KM) TO TAXIWAY A.  TURN RIGHT, WEST, ON TAXIWAY A FOR 0.6 MI (1.0
 AI5903'KM) TO THE STATION ON THE LEFT
 AI5903'THE MARK IS A NGS BRASS DISK SET IN THE TOP OF A CONCRETE POST.  IT IS
 AI5903'74.8 M (245.4 FT) NORTHWEST OF THE NORTH EDGE OF RUNWAY 6-24, 13.9 M
 AI5903'(45.6 FT) EAST OF A SIGN--A1--6--, 9.25 M (30.35 FT) SOUTHEAST OF THE
 AI5903'SOUTH EDGE OF TAXIWAY A, 4.4 M (14.4 FT) SOUTHEAST OF A SIGN--A1--A--
 AI5903'AND 3 M (9.8 FT) SOUTHEAST OF THE CENTER OF A CONCRETE BASE FOR A
 AI5903'FUTURE SIGN.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AI5903'CONTROL STATION.
 AI5903
 AI5903                          STATION RECOVERY (2000)
 AI5903
 AI5903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AI5903'RECOVERED AS DESCRIBED
 AI5903'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5904 ***********************************************************************
 AI5904  SACS        -  This is a Secondary Airport Control Station.
 AI5904  DESIGNATION -  GUC F
 AI5904  PID         -  AI5904
 AI5904  STATE/COUNTY-  CO/GUNNISON
 AI5904  USGS QUAD   -  GUNNISON (1970)
 AI5904
 AI5904                         *CURRENT SURVEY CONTROL
 AI5904  ___________________________________________________________________
 AI5904* NAD 83(1992)-  38 32 24.11688(N)    106 54 58.09969(W)     ADJUSTED  
 AI5904* NAVD 88     -      2339.06   (meters)    7674.1    (feet)  GPS OBS   
 AI5904  ___________________________________________________________________
 AI5904  X           -  -1,454,020.501 (meters)                     COMP
 AI5904  Y           -  -4,780,903.041 (meters)                     COMP
 AI5904  Z           -   3,953,954.695 (meters)                     COMP
 AI5904  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 AI5904  ELLIP HEIGHT-        2324.76  (meters)          (10/21/02) GPS OBS
 AI5904  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 AI5904
 AI5904  HORZ ORDER  -  FIRST
 AI5904  ELLP ORDER  -  FIFTH     CLASS I
 AI5904
 AI5904.This mark is at Gunnison County Airport (GUC)
 AI5904
 AI5904.The horizontal coordinates were established by GPS observations
 AI5904.and adjusted by the National Geodetic Survey in June 2000..
 AI5904
 AI5904.The orthometric height was determined by GPS observations and a
 AI5904.high-resolution geoid model.
 AI5904
 AI5904.GPS derived orthometric heights for airport stations designated as
 AI5904.PACS or SACS are published to 2 decimal places.  This maintains
 AI5904.centimeter relative accuracy between the PACS and SACS.  It does
 AI5904.not indicate centimeter accuracy relative to other marks which are
 AI5904.part of the NAVD 88 network.
 AI5904
 AI5904.Photographs are available for this station.
 AI5904
 AI5904.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5904
 AI5904.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5904
 AI5904.The ellipsoidal height was determined by GPS observations
 AI5904.and is referenced to NAD 83.
 AI5904
 AI5904.The geoid height was determined by GEOID03.
 AI5904
 AI5904;                    North         East     Units Scale Factor Converg.
 AI5904;SPC CO C     -   384,211.863   790,943.563   MT  0.99998352   -0 53 35.3
 AI5904;SPC CO C     - 1,260,535.09  2,594,954.01   sFT  0.99998352   -0 53 35.3
 AI5904;UTM  13      - 4,267,475.736   333,002.256   MT  0.99994345   -1 11 38.9
 AI5904
 AI5904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5904!SPC CO C     -   0.99963537  x   0.99998352  =   0.99961889
 AI5904!UTM  13      -   0.99963537  x   0.99994345  =   0.99957884
 AI5904
 AI5904                          SUPERSEDED SURVEY CONTROL
 AI5904
 AI5904  ELLIP H (06/30/00) 2324.77   (m)                       GP(       ) 1 1
 AI5904
 AI5904.Superseded values are not recommended for survey control.
 AI5904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5904.See file dsdata.txt to determine how the superseded data were derived.
 AI5904
 AI5904_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC3300267476(NAD 83)
 AI5904_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5904_STAMPING: GUC F 1999
 AI5904_MARK LOGO: NGS   
 AI5904_PROJECTION: FLUSH
 AI5904_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5904+STABILITY: SURFACE MOTION
 AI5904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5904+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2000
 AI5904
 AI5904  HISTORY     - Date     Condition        Report By
 AI5904  HISTORY     - 1999     MONUMENTED       MSAM
 AI5904  HISTORY     - 20000829 GOOD             NGS
 AI5904
 AI5904                          STATION DESCRIPTION
 AI5904
 AI5904'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AI5904'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC.  1999 (KCH) THE
 AI5904'STATION IS LOCATED ABOUT 45 KM (27.95 MI) SOUTH-SOUTHEAST OF CRESTED
 AI5904'BUTTE AND IN THE SOUTH SECTION OF GUNNISON, AT THE GUNNISON COUNTY
 AI5904'AIRPORT.  IT IS NEAR THE EAST END AND NORTH OF RUNWAY 6-24 AND SOUTH
 AI5904'OF TAXIWAY A, WEST OF TAXIWAY A8 AND EAST OF TAXIWAY A7, IN THE
 AI5904'NORTHWEST QUARTER OF SECTION 1, T 49 N, R 1 W.  THE AIRPORT IS NOT
 AI5904'CONTROLLED.  THE USE OF THIS STATION REQUIRES AN ESCORT.  TO SCHEDULE
 AI5904'AN ESCORT CONTACT THE AIRPORT MANAGER MR REX TIPPETTS AT 711 RIO
 AI5904'GRANDE AVENUE, GUNNISON, COLORADO, 81230, TELEPHONE 970-641-2304.
 AI5904'OWNERSHIP--GUNNISON COUNTY
 AI5904'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 50 (TOMICHI
 AI5904'AVENUE) AND STATE HIGHWAY 135 (MAIN STREET) IN THE CENTRAL SECTION OF
 AI5904'GUNNISON, GO WEST, ON HIGHWAY 50 FOR 0.5 MI (0.8 KM) TO AN
 AI5904'INTERSECTION.  TURN LEFT, SOUTH, ON SOUTH 11TH FOR 0.45 MI (0.72 KM)
 AI5904'TO AN INTERSECTION.  CONTINUE SOUTH, ACROSS RIO GRANDE AVENUE AND THE
 AI5904'AIRPORT PARKING LOT, KEEP RIGHT, PAST THE WEST END OF THE TERMINAL
 AI5904'BUILDING FOR 0.1 MI (0.2 KM) TO AIRPORT GATE 1 ON THE LEFT.  YOUR
 AI5904'ESCORT WILL OPEN THE GATE, PROCEED SOUTH, ACROSS THE APRON FOR 0.1 MI
 AI5904'(0.2 KM) TO TAXIWAY A.  TURN LEFT, EAST, ON TAXIWAY A FOR 1.1 MI (1.8
 AI5904'KM) TO THE STATION ON THE LEFT
 AI5904'THE MARK IS A NGS BRASS DISK SET IN THE TOP OF A CONCRETE POST.  IT IS
 AI5904'17.7 M (58.1 FT) WEST OF A SIGN--24--A8--, 17.7 M (58.1 FT) EAST OF A
 AI5904'SIGN--24--6--A7--, 10.1 M (33.1 FT) SOUTH-SOUTHWEST OF A BLUE LIGHT,
 AI5904'9.5 M (31.2 FT) SOUTHEAST OF A BLUE LIGHT ON A CONCRETE BASE AND 6.4 M
 AI5904'(21.0 FT) NORTH OF THE CENTER OF A 0.95 METER (3.12 FT) X 1.2 METER
 AI5904'(3.9 FT) CONCRETE DRAIN.  THIS STATION IS DESIGNATED AS A SECONDARY
 AI5904'AIRPORT CONTROL STATION.
 AI5904
 AI5904                          STATION RECOVERY (2000)
 AI5904
 AI5904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AI5904'RECOVERED AS DESCRIBED.  THIS IS A SECONDARY AIRPORT CONTROL
 AI5904'STATION.
 AI5904'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3946 ***********************************************************************
 AE3946  DESIGNATION -  GUERRERO
 AE3946  PID         -  AE3946
 AE3946  STATE/COUNTY-  CO/LARIMER
 AE3946  USGS QUAD   -  TIMNATH (1971)
 AE3946
 AE3946                         *CURRENT SURVEY CONTROL
 AE3946  ___________________________________________________________________
 AE3946* NAD 83(1992)-  40 32 22.62735(N)    104 59 45.09076(W)     ADJUSTED  
 AE3946* NAVD 88     -      1492.8    (meters)    4898.     (feet)  GPS OBS   
 AE3946  ___________________________________________________________________
 AE3946  X           -  -1,256,253.009 (meters)                     COMP
 AE3946  Y           -  -4,689,755.972 (meters)                     COMP
 AE3946  Z           -   4,124,663.809 (meters)                     COMP
 AE3946  LAPLACE CORR-         -11.99  (seconds)                    DEFLEC99
 AE3946  ELLIP HEIGHT-        1476.28  (meters)          (12/03/02) GPS OBS
 AE3946  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 AE3946
 AE3946  HORZ ORDER  -  FIRST
 AE3946  ELLP ORDER  -  FOURTH    CLASS II
 AE3946
 AE3946.The horizontal coordinates were established by GPS observations
 AE3946.and adjusted by the National Geodetic Survey in October 1997..
 AE3946
 AE3946.The orthometric height was determined by GPS observations and a
 AE3946.high-resolution geoid model.
 AE3946
 AE3946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3946
 AE3946.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3946
 AE3946.The ellipsoidal height was determined by GPS observations
 AE3946.and is referenced to NAD 83.
 AE3946
 AE3946.The geoid height was determined by GEOID03.
 AE3946
 AE3946;                    North         East     Units Scale Factor Converg.
 AE3946;SPC CO N     -   438,858.680   957,110.090   MT  0.99996953   +0 19 32.7
 AE3946;SPC CO N     - 1,439,822.19  3,140,118.69   sFT  0.99996953   +0 19 32.7
 AE3946;UTM  13      - 4,487,652.425   500,350.715   MT  0.99960000   +0 00 09.7
 AE3946
 AE3946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3946!SPC CO N     -   0.99976847  x   0.99996953  =   0.99973801
 AE3946!UTM  13      -   0.99976847  x   0.99960000  =   0.99936856
 AE3946
 AE3946                          SUPERSEDED SURVEY CONTROL
 AE3946
 AE3946  ELLIP H (10/23/97) 1476.32   (m)                       GP(       ) 4 1
 AE3946  NAVD 88 (10/23/97) 1492.85   (m)         4897.8    (f) LEVELING    3  
 AE3946
 AE3946.Superseded values are not recommended for survey control.
 AE3946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3946.See file dsdata.txt to determine how the superseded data were derived.
 AE3946
 AE3946_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE0035187652(NAD 83)
 AE3946_MARKER: I = METAL ROD
 AE3946_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE3946_STAMPING: GUERRERO 1992
 AE3946_MARK LOGO: NGS   
 AE3946_PROJECTION: FLUSH
 AE3946_MAGNETIC: I = MARKER IS A STEEL ROD
 AE3946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE3946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3946+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1997
 AE3946_ROD/PIPE-DEPTH: 5.2  meters
 AE3946_SLEEVE-DEPTH  : 0.9 meters
 AE3946
 AE3946  HISTORY     - Date     Condition        Report By
 AE3946  HISTORY     - 1992     MONUMENTED       NGS
 AE3946  HISTORY     - 19960618 GOOD             NGS
 AE3946  HISTORY     - 19970227 GOOD             CODOT
 AE3946  HISTORY     - 20020206 GOOD             WSSUR
 AE3946
 AE3946                          STATION DESCRIPTION
 AE3946
 AE3946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE3946'RECOVERED AS DESCRIBED.
 AE3946
 AE3946                          STATION RECOVERY (1997)
 AE3946
 AE3946'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 AE3946'RECOVERED AS DESCRIBED.
 AE3946
 AE3946                          STATION RECOVERY (2002)
 AE3946
 AE3946'RECOVERY NOTE BY WESTERN STATES SURVEYING INCORPORATED 2002 (RH)
 AE3946'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0722 ***********************************************************************
 JL0722  DESIGNATION -  GUN
 JL0722  PID         -  JL0722
 JL0722  STATE/COUNTY-  CO/GUNNISON
 JL0722  USGS QUAD   -  GUNNISON (1970)
 JL0722
 JL0722                         *CURRENT SURVEY CONTROL
 JL0722  ___________________________________________________________________
 JL0722* NAD 83(1992)-  38 30 57.65483(N)    106 58 58.10521(W)     ADJUSTED  
 JL0722* NAVD 88     -      2387.4    (meters)    7833.     (feet)  VERTCON   
 JL0722  ___________________________________________________________________
 JL0722  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 JL0722  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 JL0722
 JL0722  HORZ ORDER  -  THIRD
 JL0722
 JL0722.The horizontal coordinates were established by classical geodetic methods
 JL0722.and adjusted by the National Geodetic Survey in January 1993..
 JL0722
 JL0722.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0722
 JL0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0722
 JL0722.The geoid height was determined by GEOID03.
 JL0722
 JL0722;                    North         East     Units Scale Factor Converg.
 JL0722;SPC CO C     -   381,638.921   785,088.454   MT  0.99998768   -0 56 06.7
 JL0722;SPC CO C     - 1,252,093.69  2,575,744.37   sFT  0.99998768   -0 56 06.7
 JL0722;UTM  13      - 4,264,933.608   327,133.912   MT  0.99996801   -1 14 06.2
 JL0722
 JL0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0722!SPC CO C     -   0.99962778  x   0.99998768  =   0.99961547
 JL0722!UTM  13      -   0.99962778  x   0.99996801  =   0.99959581
 JL0722
 JL0722:                Primary Azimuth Mark                     Grid Az
 JL0722:SPC CO C     -  HENRY R                                  204 56 41.7
 JL0722:UTM  13      -  HENRY R                                  205 14 41.2
 JL0722
 JL0722|---------------------------------------------------------------------|
 JL0722| PID    Reference Object                     Distance      Geod. Az  |
 JL0722|                                                           dddmmss.s |
 JL0722| JL0717 HENRY R                             APPROX. 1.2 KM 2040035.0 |
 JL0722|---------------------------------------------------------------------|
 JL0722
 JL0722                          SUPERSEDED SURVEY CONTROL
 JL0722
 JL0722  NAD 83(1986)-  38 30 57.65359(N)    106 58 58.11609(W) AD(       ) 3
 JL0722  NAD 27      -  38 30 57.68822(N)    106 58 55.95549(W) AD(       ) 3
 JL0722  NGVD 29 (07/19/86) 2385.9    (m)         7828.     (f) VERT ANG       
 JL0722
 JL0722.Superseded values are not recommended for survey control.
 JL0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0722.See file dsdata.txt to determine how the superseded data were derived.
 JL0722
 JL0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC2713464934(NAD 83)
 JL0722_MARKER: DD = SURVEY DISK
 JL0722_SETTING: 80 = SET IN A BOULDER
 JL0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0722+STABILITY: SURFACE MOTION
 JL0722
 JL0722  HISTORY     - Date     Condition        Report By
 JL0722  HISTORY     - 1950     MONUMENTED       USGS
 JL0722
 JL0722                          STATION DESCRIPTION
 JL0722
 JL0722'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JL0722'STATION LOCATED APPROX. 3.8 MI. AIRLINE SW. OF GUNNISON, COLORADO, IN
 JL0722'T. 49 N., R. 1 W., SEC. 9 ON TOP OF SMALL SPUR RIDGE, APPROX. 250 FT.
 JL0722'SW. OF HIGHEST POINT OF TOP.
 JL0722'
 JL0722'TO REACH FROM POST OFFICE AT GUNNISON, COLORADO, GO 1 BLK. S. TO U.S.
 JL0722'HWY.50, GO LEFT -W.- ALONG U.S. HWY. 50 4.15 MI. TO RD. S., TURN LEFT
 JL0722'-S.- ALONG RD. 0.65 MI. TO WHERE RD. CROSSES IRRIGATION DITCH.
 JL0722'FROM THIS POINT PACK NE. ALONG IRRIGATION DITCH TO POINT WHERE DITCH
 JL0722'CROSSES MAIN DRAIN COMING IN FROM SE.,TO TOP OF HILL AND STATION SITE.
 JL0722'--- APPROX. 45 MIN. PACK.---
 JL0722'
 JL0722'STATION MARK - STANDARD TABLET STAMPED --- C-GUN 1950,--- CEMENTED IN
 JL0722'BOULDER.
 JL0722'
 JL0722'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1416 ***********************************************************************
 LL1416  DESIGNATION -  GUNBARREL
 LL1416  PID         -  LL1416
 LL1416  STATE/COUNTY-  CO/BOULDER
 LL1416  USGS QUAD   -  NIWOT (1979)
 LL1416
 LL1416                         *CURRENT SURVEY CONTROL
 LL1416  ___________________________________________________________________
 LL1416* NAD 83(1992)-  40 04 36.10625(N)    105 12 41.45412(W)     ADJUSTED  
 LL1416* NAVD 88     -      1591.5    (meters)    5221.     (feet)  GPS OBS   
 LL1416  ___________________________________________________________________
 LL1416  X           -  -1,282,642.748 (meters)                     COMP
 LL1416  Y           -  -4,717,162.473 (meters)                     COMP
 LL1416  Z           -   4,085,519.801 (meters)                     COMP
 LL1416  LAPLACE CORR-         -16.85  (seconds)                    DEFLEC99
 LL1416  ELLIP HEIGHT-        1575.41  (meters)          (12/03/02) GPS OBS
 LL1416  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 LL1416
 LL1416  HORZ ORDER  -  FIRST
 LL1416  ELLP ORDER  -  FOURTH    CLASS II
 LL1416
 LL1416.The horizontal coordinates were established by GPS observations
 LL1416.and adjusted by the National Geodetic Survey in February 2000..
 LL1416
 LL1416.The orthometric height was determined by GPS observations and a
 LL1416.high-resolution geoid model.
 LL1416
 LL1416.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1416
 LL1416.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1416
 LL1416.The ellipsoidal height was determined by GPS observations
 LL1416.and is referenced to NAD 83.
 LL1416
 LL1416.The geoid height was determined by GEOID03.
 LL1416
 LL1416;                    North         East     Units Scale Factor Converg.
 LL1416;SPC CO N     -   387,376.177   939,008.097   MT  0.99996144   +0 11 11.0
 LL1416;SPC CO N     - 1,270,916.67  3,080,729.06   sFT  0.99996144   +0 11 11.0
 LL1416;UTM  13      - 4,436,291.233   481,965.349   MT  0.99960400   -0 08 10.2
 LL1416
 LL1416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1416!SPC CO N     -   0.99975292  x   0.99996144  =   0.99971437
 LL1416!UTM  13      -   0.99975292  x   0.99960400  =   0.99935701
 LL1416
 LL1416|---------------------------------------------------------------------|
 LL1416| PID    Reference Object                     Distance      Geod. Az  |
 LL1416|                                                           dddmmss.s |
 LL1416| CR8253 10 CW CB                             11.941 METERS 02334     |
 LL1416| CR8251 GUNBARREL RM 1                       10.904 METERS 15003     |
 LL1416| LL1322 VALMONT PUBLIC SERVICE COMPANY STAC APPROX. 6.4 KM 1725723.7 |
 LL1416| LL1417 GUNBARREL AZ MK                     APPROX. 1.1 KM 2355004.6 |
 LL1416| CR8252 GUNBARREL RM 2                       13.308 METERS 24531     |
 LL1416| LL1420 HYGIENE TABLE MTN MAST              APPROX. 7.7 KM 3310030.7 |
 LL1416|---------------------------------------------------------------------|
 LL1416
 LL1416                          SUPERSEDED SURVEY CONTROL
 LL1416
 LL1416  ELLIP H (02/17/00) 1575.40   (m)                       GP(       ) 4 2
 LL1416  NAD 83(1992)-  40 04 36.10150(N)    105 12 41.45945(W) AD(       ) 1
 LL1416  ELLIP H (01/07/93) 1575.47   (m)                       GP(       ) 4 2
 LL1416  NAD 83(1986)-  40 04 36.09198(N)    105 12 41.45979(W) AD(       ) 1
 LL1416  NGVD 29 (01/20/89) 1590.6    (m)         5218.     (f) GPS OBS        
 LL1416
 LL1416.Superseded values are not recommended for survey control.
 LL1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1416.See file dsdata.txt to determine how the superseded data were derived.
 LL1416
 LL1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE8196536291(NAD 83)
 LL1416_MARKER: DH = HORIZONTAL CONTROL DISK
 LL1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL1416_STAMPING: GUNBARREL 1985
 LL1416_MARK LOGO: NGS   
 LL1416_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1416+STABILITY: SURFACE MOTION
 LL1416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1416+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1998
 LL1416
 LL1416  HISTORY     - Date     Condition        Report By
 LL1416  HISTORY     - 1985     MONUMENTED       NGS
 LL1416  HISTORY     - 19860806 GOOD
 LL1416  HISTORY     - 19981118 GOOD             NGS
 LL1416
 LL1416                          STATION DESCRIPTION
 LL1416
 LL1416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 LL1416'THE STATION IS LOCATED ABOUT 14.5 KM (9 MI) EAST-NORTHEAST OF ERIE,
 LL1416'13.7 KM (8.5 MI) SOUTHWEST OF LONGMONT, 8.8 KM (5.5 MI) NORTHEAST OF
 LL1416'BOULDER AND AT THE NORTHEAST SIDE OF BOULDER RESERVOIR.
 LL1416'OWNERSHIP--CITY OF BOULDER, RECREATION DEPT., P.O. BOX 791, BOULDER,
 LL1416'CO. 80306.  MR. DAVE CHANDLER OR MS. CAROL BURT, BOAT MARINA
 LL1416'MAINTENANCE AND SECURITY BUILDING.  TELEPHONE---303-441-3456.
 LL1416'
 LL1416'TO REACH THE STATION FROM THE INTERSECTION OF 28TH STREET, U.S.
 LL1416'HIGHWAY 36, AND THE DIAGONAL HIGHWAY, STATE HIGHWAY 119, IN THE
 LL1416'NORTHEAST SIDE OF BOULDER, GO EASTERLY ON THE DIAGONAL HIGHWAY,
 LL1416'STATE HIGHWAY 119 FOR 0.2 KM (0.15 MI) TO THE INTERSECTION OF 30TH
 LL1416'STREET.  CONTINUE AHEAD, ON STATE HIGHWAY 119 FOR 0.8 KM (0.5 MI) TO
 LL1416'THE INTERSECTION OF 47TH STREET.  CONTINUE AHEAD, ON STATE HIGHWAY
 LL1416'119 FOR 1.6 KM (1.0 MI) TO THE INTERSECTION OF JAY ROAD.  CONTINUE
 LL1416'AHEAD ON STATE HIGHWAY 119 FOR 3.4 KM (2.1 MI) TO THE INTERSECTION
 LL1416'OF 63RD AVENUE.  TURN LEFT, WEST, ON 63RD AVENUE FOR 0.3 KM
 LL1416'(0.2 MI) TO A SIDE ROAD LEFT, JUST AFTER PASSING THE ENTRANCE TO
 LL1416'THE CITY OF BOULDER WATER TREATMENT PLANT.  TURN LEFT, SOUTH, ON A
 LL1416'DIRT ROAD FOR 0.1 KM (0.05 MI) TO A GATE.  PASS THROUGH THE GATE ON
 LL1416'DIRT ROAD AND CONTINUE FOR 0.3 KM (0.2 MI) TO A CUL-DE-SAC AND
 LL1416'PARKING AREA WITH A LOCKED GATE ON THE LEFT.  PASS THROUGH THE
 LL1416'LOCKED GATE, EAST, FOR 0.1 KM (0.05 MI) TO A SIDE ROAD RIGHT, GOING
 LL1416'UP A SMALL HILL.  TURN RIGHT, WEST, FOR 0.1 KM (0.05 MI) TO THE
 LL1416'STATION ON THE TOP OF A LOW HILL.
 LL1416'
 LL1416'THE STATION IS A STANDARD NGS DISK STAMPED---GUNBARREL 1985---SET
 LL1416'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12-IN) IN DIAMETER
 LL1416'FLUSH WITH THE GROUND AND IN ABOUT THE CENTER OF THE HILL.  LOCATED
 LL1416'16.2 M (53 FT) SOUTH FROM THE NORTH EDGE OF THE HILL, 9.1 M (30 FT)
 LL1416'NORTH FROM THE SOUTH EDGE OF THE HILL AND 0.9 M (3 FT)
 LL1416'WEST-SOUTHWEST FROM A WITNESS POST.  THE UNDERGROUND MARK IS A
 LL1416'STANDARD NGS DISK STAMPED---GUNBARREL 1985---SET IN AN IRREGULAR
 LL1416'MASS OF CONCRETE 1.1 M (3.5 FT) BELOW THE SURFACE.
 LL1416'
 LL1416'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK STAMPED---GUNBARREL NO 1
 LL1416'1985---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12-IN)
 LL1416'IN DIAMETER FLUSH WITH THE GROUND.  LOCATED 22.9 M (75 FT) SOUTH FROM
 LL1416'THE NORTH EDGE OF THE HILL, 10.4 M (34 FT) SOUTHEAST FROM A WITNESS
 LL1416'POST, 0.9 M (3 FT) NORTH FROM THE SOUTH EDGE OF THE HILL AND LEVEL
 LL1416'WITH THE STATION.
 LL1416'
 LL1416'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 LL1416'STAMPED---GUNBARREL NO 2 1985---,
 LL1416'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LL1416'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LL1416'26.2 METERS (86 FT) SOUTH FROM THE NORTH EDGE OF THE HILL,
 LL1416'14.0 METERS (46 FT) SOUTHWEST FROM A WITNESS POST,
 LL1416'0.9 METERS (3 FT) NORTH FROM THE SOUTH EDGE OF THE HILL.
 LL1416'MARK IS LEVEL WITH THE STATION.
 LL1416'
 LL1416'REFERENCE MARK NO. 3 IS A STANDARD BCED DISK
 LL1416'STAMPED---10 CW CB---,
 LL1416'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LL1416'15 CM IN DIAMETER PROJECTING 8 CM ABOVE GROUND.  LOCATED
 LL1416'20.4 METERS (67 FT) NORTH FROM THE SOUTH EDGE OF THE HILL,
 LL1416'11.9 METERS (39 FT) NORTH FROM A WITNESS POST,
 LL1416'4 METERS (13 FT) SOUTH FROM THE NORTH EDGE OF THE HILL.
 LL1416'MARK IS LEVEL WITH THE STATION.
 LL1416
 LL1416                          STATION RECOVERY (1986)
 LL1416
 LL1416'RECOVERED 1986
 LL1416'RECOVERED IN GOOD CONDITION.
 LL1416
 LL1416                          STATION RECOVERY (1998)
 LL1416
 LL1416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 LL1416'THE MARK WAS RECOVERED IN GOOD CONDITION WITH THE FOLLOWING
 LL1416'ADDITION--IN THE SOUTHEAST 1/4 OF SECTION 3, T I N, R 70 W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1417 ***********************************************************************
 LL1417  DESIGNATION -  GUNBARREL AZ MK
 LL1417  PID         -  LL1417
 LL1417  STATE/COUNTY-  CO/BOULDER
 LL1417  USGS QUAD   -  NIWOT (1979)
 LL1417
 LL1417                         *CURRENT SURVEY CONTROL
 LL1417  ___________________________________________________________________
 LL1417* NAD 83(1992)-  40 04 16.78024(N)    105 13 18.51420(W)     ADJUSTED  
 LL1417* NAVD 88     -      1583.     (meters)    5194.     (feet)  VERTCON   
 LL1417  ___________________________________________________________________
 LL1417  LAPLACE CORR-         -17.55  (seconds)                    DEFLEC99
 LL1417  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 LL1417
 LL1417  HORZ ORDER  -  SECOND
 LL1417
 LL1417.The horizontal coordinates were established by classical geodetic methods
 LL1417.and adjusted by the National Geodetic Survey in January 1993..
 LL1417.No horizontal observational check was made to the station.
 LL1417
 LL1417.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1417
 LL1417.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1417
 LL1417.The geoid height was determined by GEOID03.
 LL1417
 LL1417;                    North         East     Units Scale Factor Converg.
 LL1417;SPC CO N     -   386,777.318   938,131.905   MT  0.99996172   +0 10 47.1
 LL1417;SPC CO N     - 1,268,951.92  3,077,854.42   sFT  0.99996172   +0 10 47.1
 LL1417;UTM  13      - 4,435,697.528   481,086.114   MT  0.99960440   -0 08 34.0
 LL1417
 LL1417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1417!SPC CO N     -   0.99975418  x   0.99996172  =   0.99971590
 LL1417!UTM  13      -   0.99975418  x   0.99960440  =   0.99935867
 LL1417
 LL1417                          SUPERSEDED SURVEY CONTROL
 LL1417
 LL1417  NAD 83(1986)-  40 04 16.77071(N)    105 13 18.51452(W) AD(       ) 2
 LL1417  NGVD 29 (01/20/89) 1582.     (m)         5190.     (f) VERT ANG       
 LL1417
 LL1417.Superseded values are not recommended for survey control.
 LL1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1417.See file dsdata.txt to determine how the superseded data were derived.
 LL1417
 LL1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE8108635698(NAD 83)
 LL1417_MARKER: DZ = AZIMUTH MARK DISK
 LL1417_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LL1417_MAGNETIC: N = NO MAGNETIC MATERIAL
 LL1417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1417+STABILITY: SURFACE MOTION
 LL1417
 LL1417  HISTORY     - Date     Condition        Report By
 LL1417  HISTORY     - 1985     MONUMENTED       NGS
 LL1417
 LL1417                          STATION DESCRIPTION
 LL1417
 LL1417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 LL1417'THE STATION LOCATED ABOUT 9.6 KM (6.0 MI) NORTHWEST OF LOUISVILLE,
 LL1417'8.0 KM (5.0 MI) NORTHEAST OF BOULDER, 6.4 KM (4.0 MI) SOUTHWEST
 LL1417'OF NIWOT.
 LL1417'OWNERSHIP--CITY OF BOULDER, RECREATION DEPT., P.O. BOX 791,
 LL1417'BOULDER, CO. 80306.  CONTACT MR. DAVE CHANDLER OR MS. CAROL BURT,
 LL1417'BOAT MARINA MAINTENANCE AND SECURITY BUILDING.
 LL1417'TELEPHONE---303-441-3456.
 LL1417'
 LL1417'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF 28TH STREET,
 LL1417'U.S. HIGHWAY 36, AND THE DIAGONAL HIGHWAY, STATE HIGHWAY 119, IN
 LL1417'THE NORTHEAST SIDE OF BOULDER, GO EASTERLY ON THE DIAGONAL HIGHWAY
 LL1417'FOR 0.2 KM (0.15 MI) TO THE INTERSECTION OF 30TH STREET.  CONTINUE
 LL1417'AHEAD, ON THE DIAGONAL HIGHWAY FOR 0.8 KM (0.5 MI) TO THE
 LL1417'INTERSECTION OF 47TH STREET.  CONTINUE AHEAD, ON THE DIAGONAL
 LL1417'HIGHWAY FOR 1.6 KM (1.0 MI) TO THE INTERSECTION OF JAY ROAD.  TURN
 LL1417'LEFT, WEST, FOR 0.2 KM (0.1 MI) TO THE INTERSECTION OF NORTH 51ST
 LL1417'STREET.  TURN RIGHT, NORTH, FOR 2.2 KM (1.4 MI) TO A SIDE ROAD
 LL1417'RIGHT, ENTRANCE TO THE BOULDER RESERVOIR.  TURN RIGHT, EASTERLY,
 LL1417'FOR 1.0 KM (0.6 MI) TO A SIDE ROAD LEFT.  TURN LEFT, NORTH, FOR
 LL1417'0.2 KM (0.1 MI) TO THE MARINA BUILDING AND THE MARK ON THE NORTH
 LL1417'SIDE OF THE BUILDING.
 LL1417'
 LL1417'THE AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK STAMPED---GUNBARREL
 LL1417'1985---SET IN THE SOUTHEAST CORNER OF A QUARTER CIRCLE SHAPED FLOWER
 LL1417'BED, IN A CONCRETE RETAINING WALL FOR THE PLANTER, PROJECTING 10 CM
 LL1417'(4-IN) ABOVE THE SIDEWALK.  LOCATED 39.6 M (130 FT) WEST FROM A GAS
 LL1417'PUMP JUST WEST OF A BOAT RAMP, 15.8 M (52 FT) NORTH-NORTHEAST FROM
 LL1417'THE NORTHEAST CORNER OF THE MARINA BUILDING, 9.1 M (30 FT)
 LL1417'SOUTH-SOUTHEAST FROM A SMALL FLAGPOLE, 5.2 M (17 FT) NORTHWEST FROM
 LL1417'THE CORNER OF A POST AND CHAIN FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9159 ***********************************************************************
 DH9159  DESIGNATION -  GUNDERSON
 DH9159  PID         -  DH9159
 DH9159  STATE/COUNTY-  CO/DENVER
 DH9159  USGS QUAD   -  DENVER INTERNATIONAL AIRPORT (1994)
 DH9159
 DH9159                         *CURRENT SURVEY CONTROL
 DH9159  ___________________________________________________________________
 DH9159* NAD 83(1986)-  39 50 03.     (N)    104 44 28.     (W)     SCALED    
 DH9159* NAVD 88     -      1624.172  (meters)    5328.64   (feet)  ADJUSTED  
 DH9159  ___________________________________________________________________
 DH9159  GEOID HEIGHT-         -17.88  (meters)                     GEOID03
 DH9159  DYNAMIC HT  -        1622.652 (meters)    5323.65  (feet)  COMP
 DH9159  MODELED GRAV-     979,633.1   (mgal)                       NAVD 88
 DH9159
 DH9159  VERT ORDER  -  SECOND    CLASS I
 DH9159
 DH9159.The horizontal coordinates were scaled from a topographic map and have
 DH9159.an estimated accuracy of +/- 6 seconds.
 DH9159
 DH9159.The orthometric height was determined by differential leveling
 DH9159.and adjusted by the National Geodetic Survey in July 2006..
 DH9159
 DH9159.The geoid height was determined by GEOID03.
 DH9159
 DH9159.The dynamic height is computed by dividing the NAVD 88
 DH9159.geopotential number by the normal gravity value computed on the
 DH9159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9159.degrees latitude (g = 980.6199 gals.).
 DH9159
 DH9159.The modeled gravity was interpolated from observed gravity values.
 DH9159
 DH9159;                    North         East    Units  Estimated Accuracy
 DH9159;SPC CO C     -   527,190.      979,360.      MT  (+/- 180 meters Scaled)
 DH9159
 DH9159                          SUPERSEDED SURVEY CONTROL
 DH9159
 DH9159.No superseded survey control is available for this station.
 DH9159
 DH9159_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE221093(NAD 83)
 DH9159_MARKER: F = FLANGE-ENCASED ROD
 DH9159_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9159_STAMPING: GUNDERSON 2002
 DH9159_MARK LOGO: NGS   
 DH9159_PROJECTION: FLUSH
 DH9159_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9159+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2005
 DH9159_ROD/PIPE-DEPTH:  4.2 meters
 DH9159_SLEEVE-DEPTH  :  0.9 meters
 DH9159
 DH9159  HISTORY     - Date     Condition        Report By
 DH9159  HISTORY     - 2002     MONUMENTED       NGS
 DH9159  HISTORY     - 20051021 GOOD             WOOLPT
 DH9159
 DH9159                          STATION DESCRIPTION
 DH9159
 DH9159'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9159'DESCRIBED BY WOOLPERT, INC. 2005 (RLH)
 DH9159' 
 DH9159'THE STATION IS LOCATED ABOUT 6.8 KM (4.3 MI) SOUTHWEST OF THE AIRPORT
 DH9159'TERMINAL, 4.0 KM (2.5 MI) WEST FROM THE INTERSECTION OF PENA BOULEVARD
 DH9159'AND JACKSON GAP RD, 2.7 KM (1.7 MI) EAST OF THE INTERSECTION OF PENA
 DH9159'BOULEVARD AND TOWER ROAD, OWNERSHIP--CITY AND COUNTY OF DENVER
 DH9159'INTERNATIONAL AIRPORT, MR.  KEN CONLAN, 303-342-8665.
 DH9159' 
 DH9159'TO REACH THE STATION FROM EAST BOUND INTERSTATE 70 AND THE OFF RAMP
 DH9159'TO PENA BOULEVARD GOING TO THE AIRPORT, TAKE THE OFF RAMP, PENA
 DH9159'BOULEVARD FOR 11.5 KM (7.1 MI) TO THE STATION. EXIT THE LEFT EAST
 DH9159'BOUND LANE OF  PENA BOULEVARD JUST BEFORE THE STATION AND DRIVE ALONG
 DH9159'THE SHOULDER  TO THE STATION.
 DH9159' 
 DH9159'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 4.2 M (13.7 FT) LONG
 DH9159'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 0.9 M (3.0 FT)
 DH9159'LONG GREASED SLEEVE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID,
 DH9159'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 31.6 M
 DH9159'(103.6 FT) NORTH FROM A SIGN LOCATED ALONG EAST BOUND PENA BOULEVARD,
 DH9159'37.7 M (133.5 FT)  NORTHEAST FROM A TELEPHONE RISER, 33.9 M (111.3 FT)
 DH9159'SOUTHEAST FROM A SIGN LOCATED ALONG WEST BOUUND PENA BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0843 ***********************************************************************
 JL0843  DESIGNATION -  GUNN
 JL0843  PID         -  JL0843
 JL0843  STATE/COUNTY-  CO/DELTA
 JL0843  USGS QUAD   -  HOTCHKISS (1979)
 JL0843
 JL0843                         *CURRENT SURVEY CONTROL
 JL0843  ___________________________________________________________________
 JL0843* NAD 83(1992)-  38 45 41.68957(N)    107 43 51.68354(W)     ADJUSTED  
 JL0843* NAVD 88     -      1773.0    (meters)    5817.     (feet)  VERTCON   
 JL0843  ___________________________________________________________________
 JL0843  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 JL0843  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 JL0843
 JL0843  HORZ ORDER  -  THIRD
 JL0843
 JL0843.The horizontal coordinates were established by classical geodetic methods
 JL0843.and adjusted by the National Geodetic Survey in January 1993..
 JL0843
 JL0843.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0843
 JL0843.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0843
 JL0843.The geoid height was determined by GEOID03.
 JL0843
 JL0843;                    North         East     Units Scale Factor Converg.
 JL0843;SPC CO C     -   410,223.407   720,517.925   MT  0.99995336   -1 24 25.5
 JL0843;SPC CO C     - 1,345,874.63  2,363,899.23   sFT  0.99995336   -1 24 25.5
 JL0843;UTM  13      - 4,293,861.675   262,704.714   MT  1.00029345   -1 42 38.3
 JL0843
 JL0843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0843!SPC CO C     -   0.99972443  x   0.99995336  =   0.99967781
 JL0843!UTM  13      -   0.99972443  x   1.00029345  =   1.00001780
 JL0843
 JL0843:                Primary Azimuth Mark                     Grid Az
 JL0843:SPC CO C     -  DEAD                                     353 59 11.0
 JL0843:UTM  13      -  DEAD                                     354 17 23.8
 JL0843
 JL0843|---------------------------------------------------------------------|
 JL0843| PID    Reference Object                     Distance      Geod. Az  |
 JL0843|                                                           dddmmss.s |
 JL0843| JL0844 DEAD                                APPROX. 3.9 KM 3523445.5 |
 JL0843|---------------------------------------------------------------------|
 JL0843
 JL0843                          SUPERSEDED SURVEY CONTROL
 JL0843
 JL0843  NAD 83(1986)-  38 45 41.68679(N)    107 43 51.66305(W) AD(       ) 3
 JL0843  NAD 27      -  38 45 41.74311(N)    107 43 49.45269(W) AD(       ) 3
 JL0843  NGVD 29 (07/19/86) 1771.7    (m)         5813.     (f) VERT ANG       
 JL0843
 JL0843.Superseded values are not recommended for survey control.
 JL0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0843.See file dsdata.txt to determine how the superseded data were derived.
 JL0843
 JL0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC6270593862(NAD 83)
 JL0843
 JL0843  HISTORY     - Date     Condition        Report By
 JL0843  HISTORY     - 1951     MONUMENTED       USGS
 JL0843  HISTORY     - 1965     GOOD             USGS
 JL0843
 JL0843                          STATION DESCRIPTION
 JL0843
 JL0843'DESCRIBED BY US GEOLOGICAL SURVEY 1965 (ZT)
 JL0843'STATION LOCATED IN DELTA COUNTY, COLORADO, ABOUT 2.5 MI. S. OF
 JL0843'HOTCHKISS, COLORADO.
 JL0843'
 JL0843'TO REACH FROM HOTCHKISS POST OFFICE, PROCEED W. ON STATE HIGHWAY 92
 JL0843'2 BLOCKS AND TURN LEFT (S.) ON B STREET.  CONTINUE ON B STREET 0.5
 JL0843'MI., CROSS GUNNISON RIVER BRIDGE.  CONTINUE ON 0.5 MI. TO T-RD.,
 JL0843'THENCE STRAIGHT AHEAD S. 0.5 MI. TO Y-RD., THENCE LEFT 0.4 MI. TO
 JL0843'Y-RD., THENCE LEFT ON MAIN RD. 1.3 MI.  LEAVE MAIN RD. AS IT COMES
 JL0843'UP OUT OF VALLEY, TURN RIGHT N-W. ON GRADED DIRT RD. AND PROCEED 0.5
 JL0843'MI.  STATION LIES ON HIGHEST POINT OF ADOBE RIDGE TO RIGHT, N. OF RD.
 JL0843'ABOUT 500 FT.
 JL0843'
 JL0843'STATION MARK--STANDARD TABLET, STAMPED ---GUNN 1951---, WELDED IN IRON
 JL0843'PIPE PROJECTING 8 IN. ABOVE GROUND SURFACE.
 JL0843'
 JL0843'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER IN LONE TREE, 75.50 FT.
 JL0843'FROM STATION MARK, S 64 DEG 38 MIN E.
 JL0843'
 JL0843'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN LINE TREE, 355.10 FT.
 JL0843'FROM STATION MARK, S 58 DEG 59 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0762 ***********************************************************************
 JL0762  DESIGNATION -  GUNNISON D
 JL0762  PID         -  JL0762
 JL0762  STATE/COUNTY-  CO/GUNNISON
 JL0762  USGS QUAD   -  MINNESOTA PASS (1979)
 JL0762
 JL0762                         *CURRENT SURVEY CONTROL
 JL0762  ___________________________________________________________________
 JL0762* NAD 83(1992)-  38 48 43.48575(N)    107 22 57.51242(W)     ADJUSTED  
 JL0762* NAVD 88     -      3878.7    (meters)   12725.     (feet)  VERTCON   
 JL0762  ___________________________________________________________________
 JL0762  LAPLACE CORR-           6.25  (seconds)                    DEFLEC99
 JL0762  GEOID HEIGHT-         -15.00  (meters)                     GEOID03
 JL0762
 JL0762  HORZ ORDER  -  FIRST
 JL0762
 JL0762.The horizontal coordinates were established by classical geodetic methods
 JL0762.and adjusted by the National Geodetic Survey in January 1993..
 JL0762
 JL0762.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0762
 JL0762.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0762
 JL0762.The geoid height was determined by GEOID03.
 JL0762
 JL0762;                    North         East     Units Scale Factor Converg.
 JL0762;SPC CO C     -   415,142.414   750,904.895   MT  0.99994856   -1 11 14.5
 JL0762;SPC CO C     - 1,362,013.07  2,463,593.81   sFT  0.99994856   -1 11 14.5
 JL0762;UTM  13      - 4,298,620.037   293,125.275   MT  1.00012703   -1 29 38.0
 JL0762
 JL0762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0762!SPC CO C     -   0.99939416  x   0.99994856  =   0.99934275
 JL0762!UTM  13      -   0.99939416  x   1.00012703  =   0.99952111
 JL0762
 JL0762:                Primary Azimuth Mark                     Grid Az
 JL0762:SPC CO C     -  CURVE                                    047 26 02.3
 JL0762:UTM  13      -  CURVE                                    047 44 25.8
 JL0762
 JL0762|---------------------------------------------------------------------|
 JL0762| PID    Reference Object                     Distance      Geod. Az  |
 JL0762|                                                           dddmmss.s |
 JL0762| JL0742 CURVE                               APPROX.16.1 KM 0461447.8 |
 JL0762| CM7374 GUNNISON D RM 1                       9.820 METERS 08725     |
 JL0762| CM7375 GUNNISON D RM 2                      11.335 METERS 24044     |
 JL0762|---------------------------------------------------------------------|
 JL0762
 JL0762                          SUPERSEDED SURVEY CONTROL
 JL0762
 JL0762  NAD 83(1986)-  38 48 43.48596(N)    107 22 57.51857(W) AD(       ) 1
 JL0762  NAD 27      -  38 48 43.50800(N)    107 22 55.32500(W) AD(       ) 1
 JL0762  NGVD 29 (07/19/86) 3876.9    (m)        12719.     (f) VERT ANG       
 JL0762
 JL0762.Superseded values are not recommended for survey control.
 JL0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0762.See file dsdata.txt to determine how the superseded data were derived.
 JL0762
 JL0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC9312598620(NAD 83)
 JL0762_MARKER: DD = SURVEY DISK
 JL0762_SETTING: 66 = SET IN ROCK OUTCROP
 JL0762_SP_SET: SET IN ROCK OUTCROP
 JL0762_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0762+STABILITY: POSITION/ELEVATION WELL
 JL0762
 JL0762  HISTORY     - Date     Condition        Report By
 JL0762  HISTORY     - 1953     MONUMENTED       USGS
 JL0762  HISTORY     - 1958     GOOD             CGS
 JL0762  HISTORY     - 1964     GOOD             USGS
 JL0762
 JL0762                          STATION DESCRIPTION
 JL0762
 JL0762'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (RLE)
 JL0762'THE STATION IS LOCATED ABOUT 12 MILES EAST-SOUTHEAST OF PAONIA AND
 JL0762'ABOUT 3.5 MILES NORTHEAST OF MINNESOTA PASS ON THE SUMMIT AND
 JL0762'HIGHEST POINT OF GUNNISON PEAK.  IT IS A STANDARD USGS BENCH
 JL0762'MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK AND
 JL0762'IS STAMPED GUNNISON D 1936.
 JL0762'
 JL0762'REFERENCE MARK NO. 1 IS ABOUT 1 FOOT LOWER IN ELEVATION THAN
 JL0762'THE STATION.  IT IS A STANDARD USGS REFERENCE MARK DISK CEMENTED
 JL0762'IN A DRILL HOLE IN A BOULDER AND IS STAMPED NO 1.
 JL0762'
 JL0762'REFERENCE MARK NO. 2 IS ABOUT 4 FEET LOWER IN ELEVATION
 JL0762'THAN THE STATION.  IT IS A STANDARD USGS REFERENCE MARK DISK
 JL0762'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER AND IS STAMPED
 JL0762'NO 2.
 JL0762'
 JL0762'TRIANGULATION STATION CURVE WAS USED FOR AN AZIMUTH MARK.
 JL0762'
 JL0762'TO REACH THE STATION FROM THE INTERSECTION JUST SOUTH OF THE
 JL0762'TOWN HALL IN PAONIA, GO EAST FOR 0.55 MILE TO A CROSSROAD,
 JL0762'TURN RIGHT AND GO SOUTH AND EAST ON GRAVELED ROAD 0.9 MILE
 JL0762'TO A FORK, TAKE LEFT FORK FOR 0.05 MILE TO ANOTHER FORK.  TAKE
 JL0762'LEFT FORK AND CONTINUE EAST AND SOUTHEAST FOR 7.0 MILES TO A
 JL0762'FORK, TAKE LEFT FORK AND CONTINUE SOUTHEAST FOR 1.75 MILES TO
 JL0762'THE MINNESOTA PASS TRAIL ON THE RIGHT AND END OF TRUCK TRAVEL.
 JL0762'FROM THIS POINT HORSES WERE TAKEN SOUTH AND SOUTHEAST ON THE
 JL0762'MINNESOTA PASS TRAIL UP MINNESOTA CREEK FOR ABOUT 6 MILES,
 JL0762'THENCE EASTERLY FOR ABOUT 2 MILES TO A NORTH-SOUTH CANYON,
 JL0762'THENCE NORTHERLY UP STEEP CANYON FOR ABOUT 1 MILE TO
 JL0762'NORTH END OF CANYON AND END OF HORSE TRAVEL.  PACK
 JL0762'NORTHEAST UP STEEP ROCKY WASH FOR ABOUT 0.25 MILE TO THE
 JL0762'TOP OF RIDGE, BEAR RIGHT AND GO SOUTH AND SOUTHEAST UP GRASSY
 JL0762'SLOPE FOR ABOUT 0.5 MILE TO HIGHEST POINT OF MOUNTAIN
 JL0762'AND STATION AS DESCRIBED.
 JL0762'
 JL0762'(THIS IS ABOUT A 5 HOUR HORSE PACK AND 1-1/2 HOUR BACK PACK.)
 JL0762
 JL0762                          STATION RECOVERY (1958)
 JL0762
 JL0762'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 JL0762'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 JL0762'THE ORIGINAL DESCRIPTION IS CORRECT AND ADEQUATE WITH THE
 JL0762'EXCEPTION THAT TRUCKS CAN NOW BE DRIVEN A SHORT DISTANCE
 JL0762'CLOSER TO THE STATION.
 JL0762'
 JL0762'THIS STATION WAS NOT OCCUPIED BY AN OBSERVING PARTY.
 JL0762
 JL0762                          STATION RECOVERY (1964)
 JL0762
 JL0762'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JL0762'STATION IS LOCATED ON TOP OF GUNNISON PEAK, A PROMINENT AND WELL KNOWN
 JL0762'PEAK, ABOUT 12 MI. SE. OF PAONIA, COLORADO.  STATION IS BEST REACHED
 JL0762'BY CLIMBING THE SW. SIDE OF THE PEAK FROM --HOODOO GAP-- INTO WHICH
 JL0762'HORSES CAN BE TAKEN VIA A BLAZED STOCK TRAIL WHICH BRANCHES FROM THE
 JL0762'--MINNESOTA PASS-- TRAIL AT A POINT 7-MINUTES RIDE NW. FROM THE POINT
 JL0762'WHERE THE --MINNESOTA PASS-- TRAIL INTERSECTS THE --THRU LINE-- TRAIL
 JL0762'FROM --CRAWFORD--.
 JL0762'
 JL0762'STATION MARK--STANDARD USGS BRONZE TABLET STAMPED ---GUNNISON D
 JL0762'1936---, CEMENTED IN A ROCK PLACED FLUSH IN THE GROUND, ABOUT 14 FT.
 JL0762'BACK FROM EDGE OF SHEER CLIFF.
 JL0762'
 JL0762'REFERENCE MARK NO. 1--STANDARD USGS BRONZE REFERENCE TABLET STAMPED
 JL0762'---NO. 1---, CEMENTED IN ROCK, 32.22 FT. FROM STATION MARK,
 JL0762'S 87 DEG 25 MIN W.
 JL0762'
 JL0762'REFERENCE MARK NO. 2--STANDARD USGS BRONZE REFERENCE TABLET STAMPED
 JL0762'---NO. 2---, CEMENTED IN A ROCK WEDGED IN SLIDE ROCK, 37.19 FT. FROM
 JL0762'STATION MARK, N 60 DEG 44 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0583 ***********************************************************************
 LM0583  DESIGNATION -  GUNSIGHT
 LM0583  PID         -  LM0583
 LM0583  STATE/COUNTY-  CO/GRAND
 LM0583  USGS QUAD   -  GUNSIGHT PASS (1980)
 LM0583
 LM0583                         *CURRENT SURVEY CONTROL
 LM0583  ___________________________________________________________________
 LM0583* NAD 83(1992)-  40 13 02.82456(N)    106 19 52.54215(W)     ADJUSTED  
 LM0583* NAVD 88     -      2637.     (meters)    8652.     (feet)  SCALED    
 LM0583  ___________________________________________________________________
 LM0583  LAPLACE CORR-           3.03  (seconds)                    DEFLEC99
 LM0583  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 LM0583
 LM0583  HORZ ORDER  -  FIRST
 LM0583
 LM0583.The horizontal coordinates were established by classical geodetic methods
 LM0583.and adjusted by the National Geodetic Survey in January 1993..
 LM0583
 LM0583.The orthometric height was scaled from a topographic map.
 LM0583
 LM0583.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0583
 LM0583.The geoid height was determined by GEOID03.
 LM0583
 LM0583;                    North         East     Units Scale Factor Converg.
 LM0583;SPC CO N     -   403,296.234   843,646.942   MT  0.99995701   -0 32 13.6
 LM0583;SPC CO N     - 1,323,147.73  2,767,865.01   sFT  0.99995701   -0 32 13.6
 LM0583;UTM  13      - 4,452,742.439   386,723.464   MT  0.99975796   -0 51 34.8
 LM0583
 LM0583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0583!SPC CO N     -   0.99958838  x   0.99995701  =   0.99954541
 LM0583!UTM  13      -   0.99958838  x   0.99975796  =   0.99934644
 LM0583
 LM0583|---------------------------------------------------------------------|
 LM0583| PID    Reference Object                     Distance      Geod. Az  |
 LM0583|                                                           dddmmss.s |
 LM0583| CP5480 GUNSIGHT RM 1                        13.438 METERS 17752     |
 LM0583| CP5479 GUNSIGHT AZ MK                                     1862231.6 |
 LM0583| CP5481 GUNSIGHT RM 2                        12.557 METERS 30624     |
 LM0583|---------------------------------------------------------------------|
 LM0583
 LM0583                          SUPERSEDED SURVEY CONTROL
 LM0583
 LM0583  NAD 83(1986)-  40 13 02.81972(N)    106 19 52.53864(W) AD(       ) 1
 LM0583  NAD 27      -  40 13 02.87400(N)    106 19 50.42800(W) AD(       ) 1
 LM0583
 LM0583.Superseded values are not recommended for survey control.
 LM0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0583.See file dsdata.txt to determine how the superseded data were derived.
 LM0583
 LM0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE8672352742(NAD 83)
 LM0583_MARKER: DS = TRIANGULATION STATION DISK
 LM0583_SETTING: 80 = SET IN A BOULDER
 LM0583_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LM0583
 LM0583  HISTORY     - Date     Condition        Report By
 LM0583  HISTORY     - 1939     MONUMENTED       CGS
 LM0583
 LM0583                          STATION DESCRIPTION
 LM0583
 LM0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ)
 LM0583'IN GRAND COUNTY, COLORADO ABOUT 11 MILES NORTH AND 3 MILES EAST
 LM0583'OF KREMMLING AND ON THE SUMMIT OF A LOW, ROUNDED KNOLL WHICH SETS
 LM0583'ABOUT 1/2 MILE NORTH OF GUNSIGHT PASS.
 LM0583'
 LM0583'TO REACH FROM KREMMLING COURT HOUSE, GO EAST ON U.S. HIGHWAY
 LM0583'40 FOR 1.2 MILES.  THEN LEAVE U.S. HIGHWAY 40 TAKE LEFT FORK AND
 LM0583'GO NORTH ON GRAVEL AND GRADED DIRT ROAD FOR 8.5 MILES TO A FORK
 LM0583'AT THE TOP OF A HILL, THEN LEFT FORK, NORTH, ON MAIN GRADED DIRT
 LM0583'ROAD FOR 2.6 MILES, THEN STRAIGHT AHEAD ON LEFT FORK ON MAIN
 LM0583'GRADED ROAD FOR 0.4 MILE, THEN RIGHT FORK ON MAIN GRADED ROAD
 LM0583'FOR 1.25 MILES, THEN LEFT FORK, MAIN GRADED ROAD, UP STEEP HILL
 LM0583'FOR 0.6 MILE TO A FORK ABOUT 100 YARDS BEFORE ARRIVING AT
 LM0583'GUNSIGHT PASS.  TAKE THE RIGHT FORK AND FOLLOW THE TRAIL-ROAD
 LM0583'NORTH 0.3 MILE TO A GATE.  CONTINUE THROUGH THE GATE AND GO
 LM0583'0.25 MILE.  THEN LEAVE ROAD, TURN RIGHT, AND GO NORTHEAST UP
 LM0583'HILL FOR ABOUT 125 YARDS TO THE STATION.
 LM0583'
 LM0583'SURFACE REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 LM0583'SET IN BOULDERS.
 LM0583'
 LM0583'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION AND ABOUT ONE FOOT
 LM0583'LOWER IN ELEVATION.  REFERENCE MARK NO. 2 IS NORTHWEST OF THE
 LM0583'STATION AND ABOUT 2 FEET LOWER IN ELEVATION.
 LM0583'
 LM0583'THE AZIMUTH MARK IS IN A LARGE BOULDER THAT PROJECTS ABOUT 3
 LM0583'INCHES AND IS AT THE SOUTH EDGE OF THE ROAD, OR 11 FEET SOUTH
 LM0583'OF THE ROAD-CENTER AT GUNSIGHT PASS.  TO REACH FROM STATION GO
 LM0583'BACK DOWN TRAIL-ROAD 0.55 MILE TO GRADED ROAD, THEN TURN RIGHT
 LM0583'AND GO 150 YARDS TO MARK.
 LM0583'
 LM0583'STATION WAS BUILT IN 1938 AND ALL MARKS WERE STAMPED THAT DATE,
 LM0583'BUT STATION WAS NOT OBSERVED OR OCCUPIED UNTIL 1939.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA6225 ***********************************************************************
 AA6225  DESIGNATION -  GUSHER
 AA6225  PID         -  AA6225
 AA6225  STATE/COUNTY-  CO/ARAPAHOE
 AA6225  USGS QUAD   -  PEORIA (1978)
 AA6225
 AA6225                         *CURRENT SURVEY CONTROL
 AA6225  ___________________________________________________________________
 AA6225* NAD 83(1992)-  39 40 34.27649(N)    104 06 23.89944(W)     ADJUSTED  
 AA6225* NAVD 88     -      1584.5    (meters)    5198.     (feet)  VERT ANG  
 AA6225  ___________________________________________________________________
 AA6225  X           -  -1,198,394.181 (meters)                     COMP
 AA6225  Y           -  -4,768,668.628 (meters)                     COMP
 AA6225  Z           -   4,051,378.182 (meters)                     COMP
 AA6225  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 AA6225  ELLIP HEIGHT-        1565.72  (meters)          (12/03/02) GPS OBS
 AA6225  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 AA6225
 AA6225  HORZ ORDER  -  FIRST
 AA6225  ELLP ORDER  -  FOURTH    CLASS II
 AA6225
 AA6225.The horizontal coordinates were established by GPS observations
 AA6225.and adjusted by the National Geodetic Survey in July 1995..
 AA6225
 AA6225.The orthometric height was determined by vertical angle observations.
 AA6225
 AA6225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6225
 AA6225.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6225
 AA6225.The ellipsoidal height was determined by GPS observations
 AA6225.and is referenced to NAD 83.
 AA6225
 AA6225.The geoid height was determined by GEOID03.
 AA6225
 AA6225;                    North         East     Units Scale Factor Converg.
 AA6225;SPC CO C     -   510,293.495 1,033,940.108   MT  0.99998623   +0 52 43.6
 AA6225;SPC CO C     - 1,674,187.91  3,392,185.17   sFT  0.99998623   +0 52 43.6
 AA6225;UTM  13      - 4,392,199.617   576,616.610   MT  0.99967227   +0 34 13.4
 AA6225
 AA6225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6225!SPC CO C     -   0.99975442  x   0.99998623  =   0.99974066
 AA6225!UTM  13      -   0.99975442  x   0.99967227  =   0.99942677
 AA6225
 AA6225                          SUPERSEDED SURVEY CONTROL
 AA6225
 AA6225  ELLIP H (07/20/95) 1565.74   (m)                       GP(       ) 4 1
 AA6225
 AA6225.Superseded values are not recommended for survey control.
 AA6225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6225.See file dsdata.txt to determine how the superseded data were derived.
 AA6225
 AA6225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED7661792200(NAD 83)
 AA6225_MARKER: I = METAL ROD
 AA6225_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA6225_STAMPING: GUSHER 1993
 AA6225_MARK LOGO: NGS   
 AA6225_PROJECTION: FLUSH
 AA6225_MAGNETIC: I = MARKER IS A STEEL ROD
 AA6225_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA6225+STABILITY: POSITION/ELEVATION WELL
 AA6225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6225+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA6225_ROD/PIPE-DEPTH: 20.4 meters
 AA6225_SLEEVE-DEPTH  : 1 meters
 AA6225
 AA6225  HISTORY     - Date     Condition        Report By
 AA6225  HISTORY     - 1993     MONUMENTED       NGS
 AA6225
 AA6225                          STATION DESCRIPTION
 AA6225
 AA6225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RSC)
 AA6225'THIS STATION WILL BE USED IN A GPS PROJECT. THE STATION IS LOCATED
 AA6225'ABOUT 6.5 MILES (10.5 KM) EAST OF BYERS ALONG INTERSTATE 7O, IN THE NE
 AA6225'1/4 OF SECTION 28, T 4 S, R 60 W, AT INTERSTATE 70 MILEPOST 322.7.
 AA6225'OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION
 AA6225'FROM THE PEORIA EXIT (EXIT 322) OF INTERSTATE 70, GO SOUTH 0.05 MI
 AA6225'(0.08 KM) TO STATE HIGHWAY 40 THENCE SOUTHEAST ON STATE HIGHWAY 40 FOR
 AA6225'0.65 MI (1.05 KM) TO THE MARK ON THE LEFT. THE STATION IS A PUNCH MARK
 AA6225'IN THE TOP CENTER OF A STEEL ROD IN A PVC PIPE WITH A LOGO CAP SET IN
 AA6225'A CONCRETE SLEEVE SET FLUSH WITH THE GROUND.  IT IS 24.95 M (81.86 FT)
 AA6225'SOUTHWEST OF THE CENTER OF THE EASTBOUND LANES OF INTERSTATE 70, 13.65
 AA6225'M (44.78 FT) NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 40, 3.7 M
 AA6225'(12.1 FT) SOUTHWEST OF THE EDGE OF A CUT FOR INTERSTATE 70, 0.9 M (3.0
 AA6225'FT) EAST SOUTHEAST OF A FIBERGLASS WITNESS POST, 0.85 M (2.79 FT) WEST
 AA6225'NORTHWEST OF A FIBERGLASS WITNESS POST, AND ABOUT 5 M (16.4 FT) ABOVE
 AA6225'INTERSTATE 70. DESCRIPTION BY K.A. WILLIAMS, CDOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0319 ***********************************************************************
 HJ0319  DESIGNATION -  GUY
 HJ0319  PID         -  HJ0319
 HJ0319  STATE/COUNTY-  CO/BACA
 HJ0319  USGS QUAD   -  VILAS NORTH (1978)
 HJ0319
 HJ0319                         *CURRENT SURVEY CONTROL
 HJ0319  ___________________________________________________________________
 HJ0319* NAD 83(1992)-  37 26 05.11770(N)    102 24 03.85036(W)     ADJUSTED  
 HJ0319* NAVD 88     -      1278.     (meters)    4193.     (feet)  SCALED    
 HJ0319  ___________________________________________________________________
 HJ0319  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 HJ0319  GEOID HEIGHT-         -23.49  (meters)                     GEOID03
 HJ0319
 HJ0319  HORZ ORDER  -  THIRD
 HJ0319
 HJ0319.The horizontal coordinates were established by classical geodetic methods
 HJ0319.and adjusted by the National Geodetic Survey in November 1994..
 HJ0319
 HJ0319.The orthometric height was scaled from a topographic map.
 HJ0319
 HJ0319.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0319
 HJ0319.The geoid height was determined by GEOID03.
 HJ0319
 HJ0319;                    North         East     Units Scale Factor Converg.
 HJ0319;SPC CO S     -   394,594.691 1,188,605.723   MT  0.99996955   +1 54 02.9
 HJ0319;SPC CO S     - 1,294,599.42  3,899,617.28   sFT  0.99996955   +1 54 02.9
 HJ0319;UTM  13      - 4,146,274.156   729,940.158   MT  1.00025132   +1 34 49.7
 HJ0319
 HJ0319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0319!SPC CO S     -   0.99980325  x   0.99996955  =   0.99977280
 HJ0319!UTM  13      -   0.99980325  x   1.00025132  =   1.00005452
 HJ0319
 HJ0319|---------------------------------------------------------------------|
 HJ0319| PID    Reference Object                     Distance      Geod. Az  |
 HJ0319|                                                           dddmmss.s |
 HJ0319| CM8231 GUY RM 2                             20.710 METERS 08720     |
 HJ0319| HJ0314 WALSH HIGH PLAINS GRAIN ELEV        APPROX.11.7 KM 1160115.7 |
 HJ0319| CM8229 GUY AZ MK                                          1800342.3 |
 HJ0319| CM8230 GUY RM 1                             39.685 METERS 35906     |
 HJ0319|---------------------------------------------------------------------|
 HJ0319
 HJ0319                          SUPERSEDED SURVEY CONTROL
 HJ0319
 HJ0319  NAD 83(1992)-  37 26 05.11770(N)    102 24 03.84774(W) AD(       ) 3
 HJ0319  NAD 83(1986)-  37 26 05.11856(N)    102 24 03.83811(W) AD(       ) 3
 HJ0319  NAD 27      -  37 26 05.06360(N)    102 24 02.15760(W) AD(       ) 3
 HJ0319
 HJ0319.Superseded values are not recommended for survey control.
 HJ0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0319.See file dsdata.txt to determine how the superseded data were derived.
 HJ0319
 HJ0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB2994046274(NAD 83)
 HJ0319_MARKER: DS = TRIANGULATION STATION DISK
 HJ0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0319_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 HJ0319
 HJ0319  HISTORY     - Date     Condition        Report By
 HJ0319  HISTORY     - 1953     MONUMENTED       CGS
 HJ0319  HISTORY     - 1974     POOR             USGS
 HJ0319
 HJ0319                          STATION DESCRIPTION
 HJ0319
 HJ0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HJ0319'THE STATION IS LOCATED ON THE WEST SIDE OF A NORTH-SOUTH
 HJ0319'GRAVELED ROAD, ABOUT 8 MILES AIRLINE SOUTH OF TWO BUTTES, ABOUT
 HJ0319'7 MILES AIRLINE WEST-NORTHWEST OF WALSH, AND ABOUT 12 MILES
 HJ0319'AIRLINE EAST-NORTHEAST OF SPRINGFIELD.
 HJ0319'
 HJ0319'TO REACH THE STATION FROM THE POST OFFICE IN TWO BUTTES GO
 HJ0319'SOUTH 0.3 MILE TO A T-ROAD.  TURN RIGHT AND GO WEST 0.2 MILE
 HJ0319'TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH 8.1 MILES
 HJ0319'TO A WITNESS POST AND THE STATION ON THE RIGHT.
 HJ0319'
 HJ0319'THE STATION MARK IS A STANDARD DISK STAMPED GUY 1953 SET IN
 HJ0319'THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS 3 INCHES
 HJ0319'ABOVE THE GROUND.  IT IS 6 FEET EAST OF A WITNESS POST AND
 HJ0319'37 FEET WEST OF THE CENTERLINE OF THE ROAD.
 HJ0319'
 HJ0319'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED GUY NO 1 1953
 HJ0319'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS
 HJ0319'4 INCHES.  IT IS 2 FEET SOUTH OF A POWERLINE POLE, 37 FEET WEST
 HJ0319'OF THE CENTERLINE OF THE ROAD, AND THE SAME ELEVATION AS THE
 HJ0319'STATION.
 HJ0319'
 HJ0319'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED GUY NO 2 1953
 HJ0319'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS 4
 HJ0319'INCHES.  IT IS 37 FEET EAST OF THE CENTERLINE OF THE ROAD
 HJ0319'AND THE SAME ELEVATION AS THE STATION.
 HJ0319'
 HJ0319'THE AZIMUTH MARK IS A STANDARD DISK STAMPED GUY 1953 SET IN
 HJ0319'THE TOP OF A 12-INCH CONCRETE CYLINDER THAT PROJECTS 1 INCH.
 HJ0319'IT IS 2 FEET EAST OF A POWERLINE POLE AND 37 FEET WEST OF THE
 HJ0319'CENTERLINE OF THE ROAD.
 HJ0319
 HJ0319                          STATION RECOVERY (1974)
 HJ0319
 HJ0319'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JEP)
 HJ0319'THE STATION MARK AND R.M. 2 WERE FOUND TORN OUT AND LYING LOOSE.
 HJ0319'R.M. 1 IS STILL OKAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0637 ***********************************************************************
 LK0637  DESIGNATION -  GVBW 1
 LK0637  PID         -  LK0637
 LK0637  STATE/COUNTY-  CO/LOGAN
 LK0637  USGS QUAD   -  ATWOOD NE (1951)
 LK0637
 LK0637                         *CURRENT SURVEY CONTROL
 LK0637  ___________________________________________________________________
 LK0637* NAD 83(1992)-  40 44 24.14215(N)    103 15 51.61506(W)     ADJUSTED  
 LK0637* NAVD 88     -      1280.     (meters)    4199.     (feet)  SCALED    
 LK0637  ___________________________________________________________________
 LK0637  LAPLACE CORR-          -3.61  (seconds)                    DEFLEC99
 LK0637  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 LK0637
 LK0637  HORZ ORDER  -  THIRD
 LK0637
 LK0637.The horizontal coordinates were established by classical geodetic methods
 LK0637.and adjusted by the National Geodetic Survey in January 1993..
 LK0637
 LK0637.The orthometric height was scaled from a topographic map.
 LK0637
 LK0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0637
 LK0637.The geoid height was determined by GEOID03.
 LK0637
 LK0637;                    North         East     Units Scale Factor Converg.
 LK0637;SPC CO N     -   463,373.259 1,103,215.521   MT  0.99999326   +1 26 40.3
 LK0637;SPC CO N     - 1,520,250.43  3,619,466.26   sFT  0.99999326   +1 26 40.3
 LK0637;UTM  13      - 4,511,348.496   646,547.254   MT  0.99986434   +1 07 58.6
 LK0637
 LK0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0637!SPC CO N     -   0.99980239  x   0.99999326  =   0.99979565
 LK0637!UTM  13      -   0.99980239  x   0.99986434  =   0.99966675
 LK0637
 LK0637:                Primary Azimuth Mark                     Grid Az
 LK0637:SPC CO N     -  WAYNER                                   148 08 35.7
 LK0637:UTM  13      -  WAYNER                                   148 27 17.4
 LK0637
 LK0637|---------------------------------------------------------------------|
 LK0637| PID    Reference Object                     Distance      Geod. Az  |
 LK0637|                                                           dddmmss.s |
 LK0637| LK0636 WAYNER                              APPROX. 4.5 KM 1493516.0 |
 LK0637|---------------------------------------------------------------------|
 LK0637
 LK0637                          SUPERSEDED SURVEY CONTROL
 LK0637
 LK0637  NAD 83(1986)-  40 44 24.13686(N)    103 15 51.61418(W) AD(       ) 3
 LK0637  NAD 27      -  40 44 24.19649(N)    103 15 49.87330(W) AD(       ) 3
 LK0637
 LK0637.Superseded values are not recommended for survey control.
 LK0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0637.See file dsdata.txt to determine how the superseded data were derived.
 LK0637
 LK0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF4654711348(NAD 83)
 LK0637_MARKER: DD = SURVEY DISK
 LK0637_SETTING: 0 = UNSPECIFIED SETTING
 LK0637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LK0637
 LK0637  HISTORY     - Date     Condition        Report By
 LK0637  HISTORY     - 1948     MONUMENTED       USGS
 LK0637
 LK0637                          STATION DESCRIPTION
 LK0637
 LK0637'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 LK0637'LOCATED IN NW. 1/4 SEC. 23, T 9 N, R 53 W, ABOUT 5.0 MI. W. AND
 LK0637'ABOUT 2.5 MI. S. OF PADRONI, COLORADO, ABOUT 1.5 MI. S. OF STERLING
 LK0637'RESERVOIR.
 LK0637'
 LK0637'TO REACH STATION FROM PADRONI, GO W. ALONG COUNTY RD. ABOUT 3.0 MI.
 LK0637'TO T-RD. JUNCTION, TURN LEFT (S.) AND GO ABOUT 1.5 MI. TO CROSSROADS,
 LK0637'TURN RIGHT (W.) AND GO ABOUT 2.0 MI. W. TO T-RD. JUNCTION, TURN LEFT
 LK0637'(S.) AND GO ABOUT 1.7 MI. S. TO WIRE GATE AND WINDMILL ON E. SIDE OF
 LK0637'RD., LEAVE RD. AND GO NE. ABOUT 0.2 MI. TO TOP OF HILL AND STATION.
 LK0637'STATION IS ON TOP OF HILL, ABOUT 114 FT. E. OF FIELD LINE, ABOUT
 LK0637'758 FT. S. OF FIELD CORNER, AT FENCE E-W.
 LK0637'
 LK0637'STATION MARK--STANDARD TABLET, STAMPED ---GVBW-1 1948---, SET IN
 LK0637'TOP OF CONCRETE POST, ABOUT 1 FT. BELOW SURFACE OF GROUND.
 LK0637'
 LK0637'REFERENCE MARK NO. 1--A 3/8 IN. STEEL ROD, DRIVEN IN GROUND IN FIELD
 LK0637'LINE, ABOUT 113.8 FT. W. OF STATION, S 87 DEG 56 MIN E.
 LK0637'
 LK0637'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---GVBW-1
 LK0637'NO. 2---, SET IN TOP OF CONCRETE POST IN FIELD CORNER, ABOUT 1.0
 LK0637'FT. S. OF A FENCE, S 08 DEG E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5922 ***********************************************************************
 AI5922  SACS        -  This is a Secondary Airport Control Station.
 AI5922  DESIGNATION -  GXY A
 AI5922  PID         -  AI5922
 AI5922  STATE/COUNTY-  CO/WELD
 AI5922  USGS QUAD   -  GREELEY (1980)
 AI5922
 AI5922                         *CURRENT SURVEY CONTROL
 AI5922  ___________________________________________________________________
 AI5922* NAD 83(1992)-  40 25 59.45424(N)    104 37 39.12285(W)     ADJUSTED  
 AI5922* NAVD 88     -      1417.89   (meters)    4651.9    (feet)  GPS OBS   
 AI5922  ___________________________________________________________________
 AI5922  X           -  -1,228,002.881 (meters)                     COMP
 AI5922  Y           -  -4,705,105.075 (meters)                     COMP
 AI5922  Z           -   4,115,622.732 (meters)                     COMP
 AI5922  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 AI5922  ELLIP HEIGHT-        1399.51  (meters)          (10/01/04) GPS OBS
 AI5922  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 AI5922
 AI5922  HORZ ORDER  -  FIRST
 AI5922  ELLP ORDER  -  FOURTH    CLASS I
 AI5922
 AI5922.This mark is at Greeley-Weld County Airport (GXY)
 AI5922
 AI5922.The horizontal coordinates were established by GPS observations
 AI5922.and adjusted by the MOUNTAIN SURVEYING in October 2004..
 AI5922
 AI5922.The orthometric height was determined by GPS observations and a
 AI5922.high-resolution geoid model.
 AI5922
 AI5922.GPS derived orthometric heights for airport stations designated as
 AI5922.PACS or SACS are published to 2 decimal places.  This maintains
 AI5922.centimeter relative accuracy between the PACS and SACS.  It does
 AI5922.not indicate centimeter accuracy relative to other marks which are
 AI5922.part of the NAVD 88 network.
 AI5922
 AI5922.Photographs are available for this station.
 AI5922
 AI5922.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5922
 AI5922.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5922
 AI5922.The ellipsoidal height was determined by GPS observations
 AI5922.and is referenced to NAD 83.
 AI5922
 AI5922.The geoid height was determined by GEOID03.
 AI5922
 AI5922;                    North         East     Units Scale Factor Converg.
 AI5922;SPC CO N     -   427,282.670   988,428.122   MT  0.99996190   +0 33 49.4
 AI5922;SPC CO N     - 1,401,843.23  3,242,867.93   sFT  0.99996190   +0 33 49.4
 AI5922;UTM  13      - 4,475,904.556   531,591.797   MT  0.99961228   +0 14 29.6
 AI5922
 AI5922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5922!SPC CO N     -   0.99978051  x   0.99996190  =   0.99974241
 AI5922!UTM  13      -   0.99978051  x   0.99961228  =   0.99939287
 AI5922
 AI5922                          SUPERSEDED SURVEY CONTROL
 AI5922
 AI5922  ELLIP H (10/21/02) 1399.52   (m)                       GP(       ) 5 1
 AI5922  NAD 83(1992)-  40 25 59.45395(N)    104 37 39.12289(W) AD(       ) 1
 AI5922  ELLIP H (06/30/00) 1399.54   (m)                       GP(       ) 1 1
 AI5922
 AI5922.Superseded values are not recommended for survey control.
 AI5922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5922.See file dsdata.txt to determine how the superseded data were derived.
 AI5922
 AI5922_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE3159275905(NAD 83)
 AI5922_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5922_STAMPING: GXY A 1999
 AI5922_MARK LOGO: NGS   
 AI5922_PROJECTION: FLUSH
 AI5922_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5922+STABILITY: SURFACE MOTION
 AI5922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5922+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 AI5922
 AI5922  HISTORY     - Date     Condition        Report By
 AI5922  HISTORY     - 1999     MONUMENTED       NGS
 AI5922  HISTORY     - 20020815 GOOD             MSAM
 AI5922  HISTORY     - 20040918 GOOD             NGS
 AI5922
 AI5922                          STATION DESCRIPTION
 AI5922
 AI5922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5922'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTHEAST OF EVANS, 4.3
 AI5922'MI (6.9 KM) NORTHWEST OF KERSEY AND 3 MI (4.8 KM) EAST OF GREELEY, IN
 AI5922'THE NORTHEAST 1/4 OF SECTION 2, T 5 N, R 65 W.  ACCESS TO THE AIRPORT
 AI5922'IS CONTROLLED.  PERMISSION TO USE THIS STATION MUST BE OBTAINED FROM
 AI5922'THE AIRPORT MANAGER.  OWNERSHIP--GREELEY-WELD COUNTY AIRPORT, AIRPORT
 AI5922'MANAGER, P.O.  BOX 727, GREELEY, CO 80632.  TELEPHONE--970-356-9141
 AI5922'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 85 AND
 AI5922'COLORADO STATE HIGHWAY 263 (8TH STREET) IN EASTERN GREELEY, GO EAST ON
 AI5922'STATE HIGHWAY 263 FOR 2.35 MI (3.78 KM) TO A SIDE ROAD LEFT, CROSIER
 AI5922'AVENUE AND THE ENTRANCE TO THE AIRPORT.  TURN LEFT, NORTHERLY, FOR 0.3
 AI5922'MI (0.5 KM) TO THE TOWER AND A GATE ON THE EAST SIDE OF THE TOWER.
 AI5922'CONTACT THE AIRPORT MANAGER BEFORE ENTERING THE FLIGHT OPERATIONS
 AI5922'AREA.  PASS THROUGH THE GATE, BEARING NORTHERLY 0.05 MI (0.08 KM) TO
 AI5922'THE TAXIWAY.  TURN RIGHT, EAST, ALONG THE TAXIWAY FOR 0.25 MI (0.40
 AI5922'KM) TO THE INTERSECTION OF RUNWAY 17-35. TURN LEFT, NORTH, ALONG
 AI5922'RUNWAY 17-35 FOR 0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT
 AI5922'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 AI5922'POST FLUSH WITH THE GROUND.  IT IS IN LINE WITH TWO RUNWAY MARKERS.
 AI5922'IT IS 24.0 M (78.7 FT) EAST FROM THE EDGE OF THE RUNWAY, 18.5 M (60.7
 AI5922'FT) SOUTH FROM THE WINDSOCK, 6.1 M (20.0 FT) WEST FROM A TRACK ROAD
 AI5922'NEXT TO A PLOWED FIELD, 0.7 M (2.3 FT) NORTH FROM A WITNESS POST AND
 AI5922'0.7 M (2.3 FT) SOUTH FROM A WITNESS POST.  THIS STATION IS DESIGNATED
 AI5922'A SECONDARY AIRPORT CONTROL STATION FOR THE ANA PROJECT.
 AI5922
 AI5922                          STATION RECOVERY (2002)
 AI5922
 AI5922'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2002 (KCH)
 AI5922'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2002 (KCH)
 AI5922'RECOVERED AS DESCRIBED. NOTE UPON COMPLETION OF THE 2002 RAMP
 AI5922'CONSTRUCTION A NEW RECOVERY NOTE SHOULD BE WRITTEN.
 AI5922
 AI5922                          STATION RECOVERY (2004)
 AI5922
 AI5922'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DRL)
 AI5922'RECOVERED AS DESCRIBED.  THIS IS A SECONDAY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5923 ***********************************************************************
 AI5923  SACS        -  This is a Secondary Airport Control Station.
 AI5923  DESIGNATION -  GXY B RESET
 AI5923  PID         -  AI5923
 AI5923  STATE/COUNTY-  CO/WELD
 AI5923  USGS QUAD   -  GREELEY (1980)
 AI5923
 AI5923                         *CURRENT SURVEY CONTROL
 AI5923  ___________________________________________________________________
 AI5923* NAD 83(1992)-  40 25 45.57381(N)    104 38 34.76712(W)     ADJUSTED  
 AI5923* NAVD 88     -      1418.03   (meters)    4652.3    (feet)  GPS OBS   
 AI5923  ___________________________________________________________________
 AI5923  X           -  -1,229,342.378 (meters)                     COMP
 AI5923  Y           -  -4,705,042.458 (meters)                     COMP
 AI5923  Z           -   4,115,296.873 (meters)                     COMP
 AI5923  LAPLACE CORR-          -5.32  (seconds)                    DEFLEC99
 AI5923  ELLIP HEIGHT-        1399.68  (meters)          (10/01/04) GPS OBS
 AI5923  GEOID HEIGHT-         -18.32  (meters)                     GEOID03
 AI5923
 AI5923  HORZ ORDER  -  FIRST
 AI5923  ELLP ORDER  -  FOURTH    CLASS I
 AI5923
 AI5923.This mark is at Greeley-Weld County Airport (GXY)
 AI5923
 AI5923.The horizontal coordinates were established by GPS observations
 AI5923.and adjusted by the MOUNTAIN SURVEYING in October 2004..
 AI5923
 AI5923.The orthometric height was determined by GPS observations and a
 AI5923.high-resolution geoid model.
 AI5923
 AI5923.GPS derived orthometric heights for airport stations designated as
 AI5923.PACS or SACS are published to 2 decimal places.  This maintains
 AI5923.centimeter relative accuracy between the PACS and SACS.  It does
 AI5923.not indicate centimeter accuracy relative to other marks which are
 AI5923.part of the NAVD 88 network.
 AI5923
 AI5923.Photographs are available for this station.
 AI5923
 AI5923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5923
 AI5923.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5923
 AI5923.The ellipsoidal height was determined by GPS observations
 AI5923.and is referenced to NAD 83.
 AI5923
 AI5923.The geoid height was determined by GEOID03.
 AI5923
 AI5923;                    North         East     Units Scale Factor Converg.
 AI5923;SPC CO N     -   426,841.772   987,120.839   MT  0.99996169   +0 33 13.5
 AI5923;SPC CO N     - 1,400,396.71  3,238,578.95   sFT  0.99996169   +0 33 13.5
 AI5923;UTM  13      - 4,475,471.168   530,282.515   MT  0.99961129   +0 13 53.5
 AI5923
 AI5923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5923!SPC CO N     -   0.99978048  x   0.99996169  =   0.99974218
 AI5923!UTM  13      -   0.99978048  x   0.99961129  =   0.99939186
 AI5923
 AI5923                          SUPERSEDED SURVEY CONTROL
 AI5923
 AI5923  ELLIP H (10/21/02) 1399.69   (m)                       GP(       ) 5 1
 AI5923  NAD 83(1992)-  40 25 45.57349(N)    104 38 34.76720(W) AD(       ) 1
 AI5923  ELLIP H (06/30/00) 1399.71   (m)                       GP(       ) 1 1
 AI5923
 AI5923.Superseded values are not recommended for survey control.
 AI5923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5923.See file dsdata.txt to determine how the superseded data were derived.
 AI5923
 AI5923_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE3028375471(NAD 83)
 AI5923_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5923_STAMPING: GXY B 1999
 AI5923_MARK LOGO: NGS   
 AI5923_PROJECTION: FLUSH
 AI5923_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5923+STABILITY: SURFACE MOTION
 AI5923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5923+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 AI5923
 AI5923  HISTORY     - Date     Condition        Report By
 AI5923  HISTORY     - 1999     MONUMENTED       NGS
 AI5923  HISTORY     - 20020815 GOOD             MSAM
 AI5923  HISTORY     - 20040918 GOOD             NGS
 AI5923
 AI5923                          STATION DESCRIPTION
 AI5923
 AI5923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5923'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTHEAST OF EVANS, 4.3
 AI5923'MI (6.9 KM) NORTHWEST OF KERSEY AND 3 MI (4.8 KM) EAST OF GREELEY, IN
 AI5923'THE NORTHEAST 1/4 OF SECTION 3, T 5 N, R 65 W.  ACCESS TO THE AIRPORT
 AI5923'IS CONTROLLED.  PERMISSION TO USE THIS STATION MUST BE OBTAINED FROM
 AI5923'THE AIRPORT MANAGER.  OWNERSHIP--GREELEY-WELD COUNTY AIRPORT, AIRPORT
 AI5923'MANAGER, P.O.  BOX 727, GREELEY, CO 80632.  TELEPHONE--970-356-9141
 AI5923'TO REACH THE STATION FROM THE JUNCTION OF U.  S.  HIGHWAY 85 AND
 AI5923'COLORADO STATE HIGHWAY 263 (8TH STREET) IN EASTERN GREELEY, GO EAST ON
 AI5923'STATE HIGHWAY 263 FOR 2.35 MI (3.78 KM) TO A SIDE ROAD LEFT, CROSIER
 AI5923'AVENUE AND THE ENTRANCE TO THE AIRPORT.  TURN LEFT, NORTHERLY, FOR 0.3
 AI5923'MI (0.5 KM) TO THE TOWER AND A GATE ON THE EAST SIDE OF THE TOWER.
 AI5923'CONTACT THE AIRPORT MANAGER BEFORE ENTERING THE FLIGHT OPERATIONS
 AI5923'AREA.  PASS THROUGH THE GATE, BEARING NORTHERLY FOR 0.05 MI (0.08 KM)
 AI5923'TO THE TAXIWAY.  TURN LEFT, WEST, ALONG THE TAXIWAY FOR 0.3 MI (0.5
 AI5923'KM) TO A CROSSOVER RAMP.  BEAR LEFT, SOUTHWEST, 0.05 MI (0.08 KM) TO
 AI5923'THE TAXIWAY CONTINUATION ON THE RIGHT.  TURN RIGHT, WEST, ALONG THE
 AI5923'TAXIWAY FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT, NEAR A
 AI5923'WINDSOCK
 AI5923'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 AI5923'POST FLUSH WITH THE GROUND.  IT IS IN LINE WITH TWO WHITE RUNWAY
 AI5923'LIGHTS.  IT IS 59.6 M (195.5 FT) SOUTH FROM THE SOUTHERN EDGE OF
 AI5923'PAVEMENT OF THE RUNWAY, 42.2 M (138.5 FT) NORTH FROM THE NORTHERN EDGE
 AI5923'OF PAVEMENT OF THE TAXIWAY AND 22.3 M (73.2 FT) SOUTH FROM THE
 AI5923'WINDSOCK.  THIS STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL
 AI5923'STATION FOR THE ANA PROJECT.
 AI5923
 AI5923                          STATION RECOVERY (2002)
 AI5923
 AI5923'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2002 (KCH)
 AI5923'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2002 (KCH)
 AI5923'RECOVERED AS DESCRIBED. NOTE STATION DESIGNATION SHOULD BE GXY B, NOT
 AI5923'GXY B RESET.  UPON COMPLETION OF THE 2002 RAMP  CONSTRUCTION A NEW
 AI5923'RECOVERY NOTE SHOULD BE WRITTEN.
 AI5923
 AI5923                          STATION RECOVERY (2004)
 AI5923
 AI5923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DRL)
 AI5923'RECOVERED AS DESCRIBED.  THIS IS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2122 ***********************************************************************
 AB2122  DESIGNATION -  GXY C
 AB2122  PID         -  AB2122
 AB2122  STATE/COUNTY-  CO/WELD
 AB2122  USGS QUAD   -  GREELEY (1980)
 AB2122
 AB2122                         *CURRENT SURVEY CONTROL
 AB2122  ___________________________________________________________________
 AB2122* NAD 83(1992)-  40 25 34.80177(N)    104 37 51.84557(W)     ADJUSTED  
 AB2122* NAVD 88     -      1415.6    (meters)    4644.     (feet)  GPS OBS   
 AB2122  ___________________________________________________________________
 AB2122  X           -  -1,228,417.245 (meters)                     COMP
 AB2122  Y           -  -4,705,504.879 (meters)                     COMP
 AB2122  Z           -   4,115,042.287 (meters)                     COMP
 AB2122  LAPLACE CORR-          -5.12  (seconds)                    DEFLEC99
 AB2122  ELLIP HEIGHT-        1397.21  (meters)          (10/21/02) GPS OBS
 AB2122  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 AB2122
 AB2122  HORZ ORDER  -  B
 AB2122  ELLP ORDER  -  FIFTH     CLASS I
 AB2122
 AB2122.This mark is at Greeley-Weld County Airport (GXY)
 AB2122
 AB2122.The horizontal coordinates were established by GPS observations
 AB2122.and adjusted by the National Geodetic Survey in June 2000..
 AB2122
 AB2122.The orthometric height was determined by GPS observations and a
 AB2122.high-resolution geoid model.
 AB2122
 AB2122.Photographs are available for this station.
 AB2122
 AB2122.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2122
 AB2122.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2122
 AB2122.The ellipsoidal height was determined by GPS observations
 AB2122.and is referenced to NAD 83.
 AB2122
 AB2122.The geoid height was determined by GEOID03.
 AB2122
 AB2122;                    North         East     Units Scale Factor Converg.
 AB2122;SPC CO N     -   426,519.380   988,135.725   MT  0.99996153   +0 33 41.2
 AB2122;SPC CO N     - 1,399,339.00  3,241,908.62   sFT  0.99996153   +0 33 41.2
 AB2122;UTM  13      - 4,475,143.188   531,295.217   MT  0.99961206   +0 14 21.3
 AB2122
 AB2122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2122!SPC CO N     -   0.99978087  x   0.99996153  =   0.99974241
 AB2122!UTM  13      -   0.99978087  x   0.99961206  =   0.99939301
 AB2122
 AB2122                          SUPERSEDED SURVEY CONTROL
 AB2122
 AB2122  ELLIP H (06/30/00) 1397.23   (m)                       GP(       ) 1 1
 AB2122  NAD 83(1992)-  40 25 34.80171(N)    104 37 51.84589(W) AD(       ) 1
 AB2122  ELLIP H (03/25/96) 1397.27   (m)                       GP(       ) 3 2
 AB2122
 AB2122.Superseded values are not recommended for survey control.
 AB2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2122.See file dsdata.txt to determine how the superseded data were derived.
 AB2122
 AB2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE3129575143(NAD 83)
 AB2122_MARKER: I = METAL ROD
 AB2122_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2122_STAMPING: GXY C 1995
 AB2122_MARK LOGO: NGS   
 AB2122_PROJECTION: FLUSH
 AB2122_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2122+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1999
 AB2122_ROD/PIPE-DEPTH: 25.3 meters
 AB2122_SLEEVE-DEPTH  : 0.9 meters
 AB2122
 AB2122  HISTORY     - Date     Condition        Report By
 AB2122  HISTORY     - 1995     MONUMENTED       NGS
 AB2122  HISTORY     - 19990415 GOOD             NGS
 AB2122
 AB2122                          STATION DESCRIPTION
 AB2122
 AB2122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 AB2122'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTHEAST OF EVANS, 3.1
 AB2122'MI (5.0 KM) EAST-NORTHEAST OF GREELEY AND 2.0 MI (3.2 KM) NORTH OF THE
 AB2122'SOUTH PLATTE RIVER, IT IS IN THE SOUTHWEST 1/4 OF SECTION 2, T 5 N, R
 AB2122'65 W.  OWNERSHIP--AT THE GREELEY-WELD COUNTY AIRPORT.  TO REACH THE
 AB2122'STATION FROM THE JUNCTION OF U.S. HIGHWAY 85 AND COLORADO STATE
 AB2122'HIGHWAY 263 (8TH STREET) IN GREELEY, GO EAST ON COLORADO STATE HIGHWAY
 AB2122'263 FOR 2.35 MI (3.78 KM) TO A SIDE ROAD LEFT, CROSIER AVENUE AND THE
 AB2122'ENTRANCE TO THE AIRPOST.  TURN LEFT, NORTHERLY, FOR 0.3 MI (0.5 KM) TO
 AB2122'THE TOWER AND A GATE ON THE EAST SIDE OF THE TOWER.  PASS THROUGH THE
 AB2122'GATE, BEARING NORTHEASTERLY TO THE NORTHEASTERN CORNER OF AN AIRPLANE
 AB2122'PARKING APRON AND THE STATION.  THE MARK IS THE TOP CENTER OF A
 AB2122'STAINLESS STEEL ROD ENCASED IN A GREASE-FILLED PVC PIPE (WHICH IS FOR
 AB2122'HORIZONTAL, NOT VERTICAL, STABILITY) INSIDE OF AN ALUMINUM LOGO CAP
 AB2122'AND PVC PIPE WITH A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS
 AB2122'72.25 M (237.04 FT) EAST OF TAXIWAY A-5, 65.1 M (213.6 FT)
 AB2122'WEST-NORTHWEST OF A WIND ARROW, 50.0 M (164.0 FT) SOUTH OF THE
 AB2122'CENTERLINE OF THE EAST-WEST TAXIWAY, 16.0 M (52.5 FT) SOUTHWEST OF AN
 AB2122'IRON DRAIN, 4.3 M (14.1 FT) NORTHEAST THE NORTHEAST CORNER OF THE
 AB2122'PARKING APRON.
 AB2122
 AB2122                          STATION RECOVERY (1999)
 AB2122
 AB2122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AB2122'THE MARK WAS RECOVERED IN GOOD CONDITION WITH A FEW CHANGES IN THE
 AB2122'DESCRIPTION.  THE WIND ARROW HAS BEEN MOVED AWAY FROM THE AREA.  IT IS
 AB2122'15.7 M (51.5 FT) SOUTHWEST FROM STATION ARP GXY 1974 WHICH IS IN A
 AB2122'DRAIN.  THIS STATION IS DESIGNATED A PRIMARY AIRPORT CONTROL STATION
 AB2122'FOR THE ANA PROJECT.  THE AIRPORT IS CONTROLLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7241 ***********************************************************************
 DG7241  PACS        -  This is a Primary Airport Control Station.
 DG7241  DESIGNATION -  GXY D
 DG7241  PID         -  DG7241
 DG7241  STATE/COUNTY-  CO/WELD
 DG7241  USGS QUAD   -  GREELEY (1980)
 DG7241
 DG7241                         *CURRENT SURVEY CONTROL
 DG7241  ___________________________________________________________________
 DG7241* NAD 83(1992)-  40 26 22.83480(N)    104 37 46.48262(W)     ADJUSTED  
 DG7241* NAVD 88     -      1419.72   (meters)    4657.9    (feet)  GPS OBS   
 DG7241  ___________________________________________________________________
 DG7241  X           -  -1,228,052.951 (meters)                     COMP
 DG7241  Y           -  -4,704,609.924 (meters)                     COMP
 DG7241  Z           -   4,116,172.962 (meters)                     COMP
 DG7241  LAPLACE CORR-          -5.15  (seconds)                    DEFLEC99
 DG7241  ELLIP HEIGHT-        1401.36  (meters)          (10/01/04) GPS OBS
 DG7241  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 DG7241
 DG7241  HORZ ORDER  -  B
 DG7241  ELLP ORDER  -  FOURTH    CLASS I
 DG7241
 DG7241.This mark is at Greeley-Weld County Airport (GXY)
 DG7241
 DG7241.The horizontal coordinates were established by GPS observations
 DG7241.and adjusted by the MOUNTAIN SURVEYING in October 2004..
 DG7241
 DG7241.The orthometric height was determined by GPS observations and a
 DG7241.high-resolution geoid model.
 DG7241
 DG7241.GPS derived orthometric heights for airport stations designated as
 DG7241.PACS or SACS are published to 2 decimal places.  This maintains
 DG7241.centimeter relative accuracy between the PACS and SACS.  It does
 DG7241.not indicate centimeter accuracy relative to other marks which are
 DG7241.part of the NAVD 88 network.
 DG7241
 DG7241.Photographs are available for this station.
 DG7241
 DG7241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7241
 DG7241.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7241
 DG7241.The ellipsoidal height was determined by GPS observations
 DG7241.and is referenced to NAD 83.
 DG7241
 DG7241.The geoid height was determined by GEOID03.
 DG7241
 DG7241;                    North         East     Units Scale Factor Converg.
 DG7241;SPC CO N     -   428,002.084   988,247.589   MT  0.99996227   +0 33 44.7
 DG7241;SPC CO N     - 1,404,203.50  3,242,275.63   sFT  0.99996227   +0 33 44.7
 DG7241;UTM  13      - 4,476,624.721   531,415.374   MT  0.99961215   +0 14 25.0
 DG7241
 DG7241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7241!SPC CO N     -   0.99978022  x   0.99996227  =   0.99974249
 DG7241!UTM  13      -   0.99978022  x   0.99961215  =   0.99939245
 DG7241
 DG7241                          SUPERSEDED SURVEY CONTROL
 DG7241
 DG7241.No superseded survey control is available for this station.
 DG7241
 DG7241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE3141576625(NAD 83)
 DG7241_MARKER: I = METAL ROD
 DG7241_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG7241_STAMPING: GXY D 2002
 DG7241_MARK LOGO: NGS   
 DG7241_PROJECTION: FLUSH
 DG7241_MAGNETIC: I = MARKER IS A STEEL ROD
 DG7241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7241+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2002
 DG7241_ROD/PIPE-DEPTH: 12.5 meters
 DG7241_SLEEVE-DEPTH  : 0.9 meters
 DG7241
 DG7241  HISTORY     - Date     Condition        Report By
 DG7241  HISTORY     - 20020815 MONUMENTED       MSAM
 DG7241
 DG7241                          STATION DESCRIPTION
 DG7241
 DG7241'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2002 (KCH)
 DG7241'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTHEAST OF EVANS, 4.3
 DG7241'MI (6.9 KM) NORTHWEST OF KERSEY AND 3 MI (4.8 KM) EAST OF  GREELEY, IN
 DG7241'THE NORTHEAST 1/4 OF SECTION 35, T 6 N, R 65 W. ACCESS TO THE AIRPORT
 DG7241'IS CONTROLLED. PERMISSION TO USE THIS STATION MUST  BE OBTAINED FROM
 DG7241'THE AIRPORT MANAGER. OWNERSHIP--GREELEY-WELD COUNTY AIRPORT, AIRPORT
 DG7241'MANAGER P.O. - BOX 727, GREELEY, CO 80632. TELEPHONE--970-356-9141.
 DG7241' 
 DG7241'TO REACH THE STATION FROM THE INTERSECTION OF US 85 AND 8TH STREET ON
 DG7241'THE EAST SIDE OF GREELEY, GO EAST, ON 8TH STREET (SH 263) FOR 2.15 MI
 DG7241'(3.46 KM) TO AIRPORT ROAD ON THE LEFT, CONTINUE AHEAD, EAST, FOR 0.9
 DG7241'MI (1.45 KM) TO A SIDE ROAD LEFT, COUNTY ROAD 47. TURN LEFT, NORTH,
 DG7241'FOR 1.0 MI (1.61 KM ) TO THE INTERSECTION WITH COUNTY ROAD 62. TURN
 DG7241'LEFT, WEST, FOR 0.35 MI (0.56 KM) TO A CUL DE SAC AND A ROAD BARRIER.
 DG7241'CONTINUE WEST, PAST THE BARRIER, FOR 0.1 MI (0.016 KM) TO THE END OF
 DG7241'THE PAVED ROAD. TURN RIGHT, NORTH, ALONG A DIRT TWO TRACK ROAD WHICH
 DG7241'IS EAST OF AND PARALLELS THE AIRPORT PERIMETER FENCE, FOR 0.4 MI (0.64
 DG7241'KM)  TO AN ACCESS ROAD ON THE LEFT. TURN LEFT, WEST, FOR ABOUT 50 FT
 DG7241'(15.2 M) TO AIRPORT GATE NUMBER 22. PROCEED THROUGH THE GATE AND TURN
 DG7241'LEFT, SOUTH, FOR 279 FT (85 M) TO THE STATION ON THE RIGHT.
 DG7241' 
 DG7241'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 DG7241'TO A  DEPTH OF 12.5 M (41.0 FT), ENCASED IN A 0.9 M (3 FT) LONG GREASE
 DG7241'FILLED  FINNED SLEEVE, ENCLOSED IN A PVC PIPE WITH LOGO LID,
 DG7241'SURROUNDED BY A  CONCRETE COLLAR FLUSH WITH THE GROUND. IT IS 155.1 M
 DG7241'(508.9 FT) EAST OF  RUNWAY 34-16, 134.8 M (442.3 FT) EAST-SOUTHEAST OF
 DG7241'RUNWAY LENGTH INDICATOR 34--6--, 16--4--, 84.6 M (277.6 FT)
 DG7241'SOUTH-SOUTHWEST OF AIRPORT GATE NUMBER 22, 83.8 M (274.9 FT) SOUTH OF
 DG7241'THE EAST-WEST ACCESS ROAD, 12.8 M (42.0 FT) WEST OF THE PERIMETER
 DG7241'FENCE, 10.0 M (32.8 FT) WEST OF THE PERIMETER ROAD, 0.9 M (2.95 FT)
 DG7241'SOUTH OF A FIBERGLASS WITNESS POST AND 0.9 M (2.95 FT) NORTH OF A
 DG7241'FIBERGLASS WITNESS POST. THIS STATION IS DESIGNATED AS A PRIMARY
 DG7241'AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0408 ***********************************************************************
 JM0408  DESIGNATION -  GYPSUM
 JM0408  PID         -  JM0408
 JM0408  STATE/COUNTY-  CO/SAN MIGUEL
 JM0408  USGS QUAD   -  BULL CANYON (1994)
 JM0408
 JM0408                         *CURRENT SURVEY CONTROL
 JM0408  ___________________________________________________________________
 JM0408* NAD 83(1992)-  38 08 50.73960(N)    108 50 01.07883(W)     ADJUSTED  
 JM0408* NAVD 88     -      2184.87   (+/-2cm)    7168.2    (feet)  VERTCON   
 JM0408  ___________________________________________________________________
 JM0408  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 JM0408  GEOID HEIGHT-         -18.94  (meters)                     GEOID03
 JM0408
 JM0408  HORZ ORDER  -  THIRD
 JM0408  VERT ORDER  -  THIRD ? (See Below)
 JM0408
 JM0408.The horizontal coordinates were established by classical geodetic methods
 JM0408.and adjusted by the National Geodetic Survey in November 1997..
 JM0408
 JM0408.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0408.The vertical order pertains to the NGVD 29 superseded value.
 JM0408
 JM0408.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0408
 JM0408.The geoid height was determined by GEOID03.
 JM0408
 JM0408;                    North         East     Units Scale Factor Converg.
 JM0408;SPC CO S     -   474,356.932   622,261.405   MT  0.99996030   -2 02 41.2
 JM0408;SPC CO S     - 1,556,286.03  2,041,535.96   sFT  0.99996030   -2 02 41.2
 JM0408;UTM  12      - 4,224,389.965   689,830.654   MT  1.00004383   +1 20 18.7
 JM0408
 JM0408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0408!SPC CO S     -   0.99966026  x   0.99996030  =   0.99962057
 JM0408!UTM  12      -   0.99966026  x   1.00004383  =   0.99970407
 JM0408
 JM0408:                Primary Azimuth Mark                     Grid Az
 JM0408:SPC CO S     -  HAMM                                     142 53 10.4
 JM0408:UTM  12      -  HAMM                                     139 30 10.5
 JM0408
 JM0408|---------------------------------------------------------------------|
 JM0408| PID    Reference Object                     Distance      Geod. Az  |
 JM0408|                                                           dddmmss.s |
 JM0408| JM0411 HAMM                                APPROX. 7.2 KM 1405029.2 |
 JM0408|---------------------------------------------------------------------|
 JM0408
 JM0408                          SUPERSEDED SURVEY CONTROL
 JM0408
 JM0408  NAD 83(1992)-  38 08 50.73492(N)    108 50 01.08019(W) AD(       ) 3
 JM0408  NAD 83(1986)-  38 08 50.73187(N)    108 50 01.07660(W) AD(       ) 3
 JM0408  NAD 27      -  38 08 50.76375(N)    108 49 58.71402(W) AD(       ) 3
 JM0408  NGVD 29 (07/19/86) 2183.66   (m)         7164.2    (f) LEVELING    3  
 JM0408
 JM0408.Superseded values are not recommended for survey control.
 JM0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0408.See file dsdata.txt to determine how the superseded data were derived.
 JM0408
 JM0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH8983124390(NAD 83)
 JM0408
 JM0408  HISTORY     - Date     Condition        Report By
 JM0408  HISTORY     - 1947     MONUMENTED       USGS
 JM0408  HISTORY     - 1947     GOOD             USGS
 JM0408
 JM0408                          STATION DESCRIPTION
 JM0408
 JM0408'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JM0408'NEW DESCRIPTION -- STATION IS LOCATED NEAR THE SAN MIGUEL AND MONTROSE
 JM0408'COUNTY LINE AND NEAR THE W. END OF DRY CREEK BASIN.  IT IS ABOUT 10 OR
 JM0408'11 MI. W. OF THE WHEELER AND LAVENDER ---SPECTABLE RANCH---.  THE ONLY
 JM0408'AVAILABLE WATER IS AT THIS RANCH.  THERE IS A WAGON RD. THROUGH DRY
 JM0408'CREEK BASIN TO FOOT OF RIDGE ON WHICH STATION IS LOCATED.  VERY EASY
 JM0408'TO REACH ON HORSEBACK.
 JM0408'
 JM0408'TO REACH STATION FROM NATURITA, COLORADO, AT THE PRESENT DATE PROCEED
 JM0408'AS FOLLOWS -- FOLLOW STATE HIGHWAY 90 S. FROM NATURITA 3.4 MI. TO
 JM0408'JUNCTION WITH HIGHWAY 145, CONTINUE ON HIGHWAY 145 0.5 MI. TO JUNCTION
 JM0408'WITH STATE HIGHWAY 80, TURN SHARP RIGHT ONTO HIGHWAY 80 AND FOLLOW
 JM0408'THIS HIGHWAY FOR 18.2 MI. TO RIGHT ANGLE, TURN LEFT (S.) CONTINUE DUE
 JM0408'W. ON SECONDARY RD. ACROSS CATTLEGUARD HEADING NW. ACROSS DRY CREEK
 JM0408'BASIN FOR 8.8 MI. TO Y-FORK, TAKE LEFT FORK AND CONTINUE ON MOST
 JM0408'TRAVELED RD. FOR 7.5 MI. TO POINT WHERE RD. CURVES UNDER HIGH POINT
 JM0408'OF RIM.  FROM THIS POINT, STATION SITE IS ON HIGHEST POINT OF RIM
 JM0408'500 FT. TO THE N.
 JM0408'
 JM0408'STATION MARK--STANDARD TABLET, SET IN SOLID ROCK UNDER CENTER OF
 JM0408'SIGNAL.
 JM0408'
 JM0408'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---GYPSUM
 JM0408'1947---, AND CEMENTED IN DRILL HOLE IN OUTCROPPING BEDROCK, 46.1 FT.
 JM0408'FROM STATION, S 16 DEG 55 MIN E.
 JM0408'
 JM0408'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---GYPSUM
 JM0408'1947---, AND CEMENTED IN DRILL HOLE IN OUTCROPPING BEDROCK, 47.8 FT.
 JM0408'FROM STATION, N 84 DEG 45 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0668 ***********************************************************************
 KL0668  DESIGNATION -  GYPSUM
 KL0668  PID         -  KL0668
 KL0668  STATE/COUNTY-  CO/EAGLE
 KL0668  USGS QUAD   -  GYPSUM (1987)
 KL0668
 KL0668                         *CURRENT SURVEY CONTROL
 KL0668  ___________________________________________________________________
 KL0668* NAD 83(1992)-  39 38 51.45788(N)    106 55 27.17273(W)     ADJUSTED  
 KL0668* NAVD 88     -      1955.2    (meters)    6415.     (feet)  GPS OBS   
 KL0668  ___________________________________________________________________
 KL0668  X           -  -1,432,028.402 (meters)                     COMP
 KL0668  Y           -  -4,706,208.809 (meters)                     COMP
 KL0668  Z           -   4,049,176.105 (meters)                     COMP
 KL0668  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 KL0668  ELLIP HEIGHT-        1941.34  (meters)          (12/03/02) GPS OBS
 KL0668  GEOID HEIGHT-         -13.78  (meters)                     GEOID03
 KL0668
 KL0668  HORZ ORDER  -  FIRST
 KL0668  ELLP ORDER  -  FOURTH    CLASS II
 KL0668
 KL0668.This mark is at Eagle Co Regional Airport (EGE)
 KL0668
 KL0668.The horizontal coordinates were established by GPS observations
 KL0668.and adjusted by the National Geodetic Survey in March 1999..
 KL0668
 KL0668.The orthometric height was determined by GPS observations and a
 KL0668.high-resolution geoid model.
 KL0668
 KL0668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KL0668
 KL0668.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0668
 KL0668.The ellipsoidal height was determined by GPS observations
 KL0668.and is referenced to NAD 83.
 KL0668
 KL0668.The geoid height was determined by GEOID03.
 KL0668
 KL0668;                    North         East     Units Scale Factor Converg.
 KL0668;SPC CO C     -   507,163.939   792,167.102   MT  0.99998135   -0 53 53.7
 KL0668;SPC CO C     - 1,663,920.36  2,598,968.23   sFT  0.99998135   -0 53 53.7
 KL0668;UTM  13      - 4,390,417.750   334,902.629   MT  0.99993559   -1 13 41.0
 KL0668
 KL0668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0668!SPC CO C     -   0.99969553  x   0.99998135  =   0.99967688
 KL0668!UTM  13      -   0.99969553  x   0.99993559  =   0.99963114
 KL0668
 KL0668:                Primary Azimuth Mark                     Grid Az
 KL0668:SPC CO C     -  GYPSUM AIRPORT BEACON                    100 05 23.4
 KL0668:UTM  13      -  GYPSUM AIRPORT BEACON                    100 25 10.7
 KL0668
 KL0668|---------------------------------------------------------------------|
 KL0668| PID    Reference Object                     Distance      Geod. Az  |
 KL0668|                                                           dddmmss.s |
 KL0668| KL0669 GYPSUM AIRPORT BEACON               APPROX. 1.1 KM 0991129.7 |
 KL0668| CM7378 GYPSUM RM 1                           6.888 METERS 12435     |
 KL0668| KL0670 GYPSUM AZ MK                        334.099 METERS 13556     |
 KL0668| CM7379 GYPSUM RM 2                           5.693 METERS 22351     |
 KL0668|---------------------------------------------------------------------|
 KL0668
 KL0668                          SUPERSEDED SURVEY CONTROL
 KL0668
 KL0668  NAD 83(1992)-  39 38 51.46373(N)    106 55 27.16473(W) AD(       ) 2
 KL0668  NAD 83(1986)-  39 38 51.45955(N)    106 55 27.16521(W) AD(       ) 2
 KL0668  NAD 27      -  39 38 51.51200(N)    106 55 25.01500(W) AD(       ) 2
 KL0668  NGVD 29 (07/19/86) 1953.88   (m)         6410.4    (f) LEVELING    3  
 KL0668
 KL0668.Superseded values are not recommended for survey control.
 KL0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0668.See file dsdata.txt to determine how the superseded data were derived.
 KL0668
 KL0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD3490390418(NAD 83)
 KL0668_MARKER: DS = TRIANGULATION STATION DISK
 KL0668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0668_STAMPING: GYPSUM 1953
 KL0668_MARK LOGO: CGS   
 KL0668_PROJECTION: FLUSH
 KL0668_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0668+STABILITY: SURFACE MOTION
 KL0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KL0668+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1999
 KL0668
 KL0668  HISTORY     - Date     Condition        Report By
 KL0668  HISTORY     - 1953     MONUMENTED       CGS
 KL0668  HISTORY     - 1959     GOOD             AMS
 KL0668  HISTORY     - 1961     GOOD             USGS
 KL0668  HISTORY     - 1977     GOOD             NGS
 KL0668  HISTORY     - 1979     GOOD             NGS
 KL0668  HISTORY     - 1979     GOOD             NGS
 KL0668  HISTORY     - 19980923 GOOD             MSI
 KL0668  HISTORY     - 19990909 GOOD             NGS
 KL0668
 KL0668                          STATION DESCRIPTION
 KL0668
 KL0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KL0668'THE STATION IS LOCATED 1.5 MILES EAST OF GYPSUM, ON THE
 KL0668'RIGHT-OF-WAY BETWEEN U.S. HIGHWAYS 6 AND 24 AND THE DENVER AND
 KL0668'RIO GRANDE RAILROAD.  IT IS 65 FEET NORTH OF THE CENTER OF
 KL0668'U.S. HIGHWAYS 6 AND 24, 46 FEET EAST OF THE CENTER OF A GRAVELED
 KL0668'ROAD, 33.5 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD AND 22
 KL0668'FEET NORTHEAST OF A FENCE CORNER.  THE MARK PROJECTS 3 INCHES
 KL0668'AND IS STAMPED GYPSUM 1953.
 KL0668'
 KL0668'REFERENCE MARK NO. 1 IS 51 FEET NORTH OF THE CENTER OF U.S.
 KL0668'HIGHWAYS 6 AND 24, 35.5 FEET EAST OF A FENCE CORNER AND SET IN
 KL0668'AN EAST-WEST FENCE LINE.  THE MARK PROJECTS 1 INCH AND IS STAMPED
 KL0668'GYPSUM NO 1 1953.
 KL0668'
 KL0668'REFERENCE MARK NO. 2 IS 51 FEET NORTH OF THE CENTER OF U.S.
 KL0668'HIGHWAYS 6 AND 24, 31.5 FEET EAST OF THE CENTER OF A GRAVELED
 KL0668'ROAD, 3.5 FEET EAST OF A FENCE CORNER AND SET IN AN EAST-WEST
 KL0668'FENCE LINE.  THE MARK PROJECTS 1 INCH AND IS STAMPED GYPSUM
 KL0668'NO 2 1953.
 KL0668'
 KL0668'THE DISTANCE BETWEEN REFERENCE MARKS IS 31.6 FEET.
 KL0668'
 KL0668'THE AZIMUTH MARK IS LOCATED ABOUT 0.2 MILE SOUTH-SOUTHEAST OF
 KL0668'THE STATION AT THE NORTHWEST CORNER OF THE GYPSUM AIRPORT
 KL0668'LANDING STRIP.  THE MARK IS SET AT THE NORTHWEST CORNER OF A
 KL0668'CONCRETE BLOCK WHICH IS ABOUT 5 FEET SQUARE AND HAS A BLUE
 KL0668'LANDING LIGHT IN ITS CENTER.  THE MARK IS STAMPED GYPSUM 1953.
 KL0668'
 KL0668'TO REACH THE STATION FROM THE RAILROAD UNDERPASS ON U.S.
 KL0668'HIGHWAYS 6 AND 24 IN THE NORTHWEST PART OF GYPSUM, GO EASTERLY
 KL0668'ON U.S. HIGHWAYS 6 AND 24 FOR 1.5 MILES TO A CROSSROAD AND
 KL0668'THE STATION AT A NORTHEAST ANGLE AS DESCRIBED.
 KL0668'
 KL0668'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON A
 KL0668'GRAVELED ROAD FOR 0.15 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 KL0668'AND GO EAST UP A SMALL HILL FOR 0.1 MILE TO THE NORTHWEST
 KL0668'CORNER OF THE GYPSUM AIRPORT AND THE AZIMUTH MARK AS DESCRIBED.
 KL0668
 KL0668                          STATION RECOVERY (1959)
 KL0668
 KL0668'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1959
 KL0668'STATION RECOVERED AS DESCRIBED.
 KL0668'
 KL0668'THE MARK IS 65 FEET NORTH OF U.S. HIGHWAYS 6 AND 24.  46 FEET
 KL0668'EAST OF THE CENTERLINE OF A GRAVELED ROAD.  33.5 FEET SOUTH
 KL0668'OF THE SOUTH RAIL OF THE RAILROAD AND 22 FEET NORTHEAST OF A FENCE
 KL0668'CORNER.
 KL0668
 KL0668                          STATION RECOVERY (1961)
 KL0668
 KL0668'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KL0668'STATION MARK--STANDARD USC AND GS DISK SET IN TOP OF CONCRETE POST,
 KL0668'PROJECTING 3 IN., STAMPED---GYPSUM 1953---.
 KL0668
 KL0668                          STATION RECOVERY (1977)
 KL0668
 KL0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KL0668'STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 KL0668'RECOVERED AND ARE IN GOOD CONDITION.  DISTANCE TO THE REFERENCE
 KL0668'MARKS CHECKED ADEQUATELY.  DIRECTION TO REFERENCE MARK NUMBER 1
 KL0668'CHECKED ADEQUATELY BUT THE DIRECTION TO REFERENCE MARK NUMBER 2
 KL0668'DID NOT CHECK BY 7 MINUTES.  THE HORIZONTAL AZIMUTH MARK TO
 KL0668'THE GYPSUM AIRPORT BEACON CHECKED DOOD.  THE GYPSUM AIRPORT
 KL0668'NAME HAS BEEN CHANGED TO THE EAGLE COUNTY AIRPORT.
 KL0668'
 KL0668'STATION IS REACHED FROM THE RAILROAD OVERPASS IN GYPSUM.  GO
 KL0668'EASTERLY ON STATE HIGHWAYS 6 AND 24 FOR 1.5 MILES TO A GRAVELED ROAD
 KL0668'ON LEFT, LEAD-NORTH TO A FARM HOUSE.  STATION IS IN THE NORTHEAST
 KL0668'ANGLE, BETWEEN THE HIGHWAY AND A RAILROAD TRACK.
 KL0668'
 KL0668'AZIMUTH MARK IS REACHED FROM THE STATION.  GO EAST ON THE HIGHWAY FOR
 KL0668'0.45 MILE TO A ROAD ON RIGHT AND SIGN ON RIGHT EAGLE COUNTY AIRPORT.
 KL0668'TURN RIGHT AND GO SOUTHERLY ON A GRAVELED ROAD, UPHILL FOR 0.2
 KL0668'MILE, TOP OF HILL AND AIRSTRIP.  TURN RIGHT AND GO WESTERLY ALONG
 KL0668'THE NORTH SIDE OF THE AIRSTRIP FOR 0.15 MILE TO THE MARK ON
 KL0668'RIGHT, AS DESCRIBED.
 KL0668'
 KL0668'STATION IS A STANDARD STATION MARK DISK, STAMPED GYPSUM 1953, SET IN
 KL0668'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES.
 KL0668'MARK IS 65 FEET NORTH OF THE CENTER OF STATE HIGHWAYS 6 AND 24, 46
 KL0668'FEET EAST OF THE APPROXIMATE CENTER OF A NORTH-SOUTH FARM DRIVE,
 KL0668'33.3 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD TRACK, 21.8 FEET
 KL0668'NORTHEAST OF A FENCE CORNER POST, 14 FEET NORTH OF AN
 KL0668'EAST-WEST FENCELINE AND 2 FEET EAST OF A METAL WITNESS POST
 KL0668'WITH A METAL WITNESS SIGN ATTACHED.
 KL0668'
 KL0668'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED GYPSUM
 KL0668'NO 1 1953, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 KL0668'ABOUT 2 INCHES.  MARK IS 51-1/2 FEET NORTH OF THE HIGHWAY AND 5
 KL0668'INCHES NORTH OF THE FENCELINE.
 KL0668'
 KL0668'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED GYPSUM
 KL0668'NO 2 1953, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 KL0668'ABOUT 2 INCHES.  MARK IS 51.8 FEET NORTH OF THE HIGHWAY, 2.8 FEET
 KL0668'EAST OF THE FENCE CORNER AND 8 INCHES NORTH OF THE FENCELINE.
 KL0668'
 KL0668'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED GYPSUM 1953,
 KL0668'CEMENTED IN A DRILL HOLE, IN THE TOP OF A SQUARE CONCRETE SLAB WHICH
 KL0668'HAS 2 LANDING LIGHTS ATTACHED TO A METAL CONE SHAPED STAND ON TOP.
 KL0668'MARK IS 81 FEET SOUTHEAST OF THE NORTHWEST CORNER POST OF THE
 KL0668'AIRPORT FENCE, 43 FEET NORTHWEST OF THE WEST END OF THE AIRSTRIP, 51
 KL0668'FEET SOUTH OF THE AIRPORT EAST-WEST FENCELINE, 3 FEET NORTHWEST
 KL0668'OF THE SOUTH 1 OF 2 LANDING LIGHTS AND 1.8 FEET SOUTH OF A METAL
 KL0668'WITNESS POST.
 KL0668'
 KL0668'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES EAST
 KL0668'OF GYSUM.
 KL0668
 KL0668                          STATION RECOVERY (1979)
 KL0668
 KL0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JDS)
 KL0668'STATION, RM 1 AND 2, AND AZIMUTH MARK RECOVERED AS DESCRIBED.
 KL0668'
 KL0668'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5.0 MILES
 KL0668'SOUTHWEST OF EAGLE.
 KL0668
 KL0668                          STATION RECOVERY (1979)
 KL0668
 KL0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 KL0668'STATION RECOVERED AS WAS DESCRIBED IN THE 1977 RECOVERY NOTE AND ALL
 KL0668'MARKS ARE IN GOOD CONDITION.  STATION WAS OCCUPIED AT THIS TIME TO
 KL0668'OBTAIN A MEASURED DISTANCE TO THE AZIMUTH MARK.
 KL0668
 KL0668                          STATION RECOVERY (1998)
 KL0668
 KL0668'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1998 (PD)
 KL0668'RECOVERED AS DESCRIBED  ADDITIONAL TIES -  STATION IS LOCATED 13.9 FT
 KL0668'(4.2 M) EAST-NORTHEAST OF A MAILBOX, 1.7 FT (0.5 M) NORTH OF WITNESS
 KL0668'POST, AND 33.5 FT (10.2 M) SOUTH OF THE SOUTH RAIL OF THE RAILROAD.
 KL0668'STATION PROJECTS 2.75 IN FROM THE GROUND
 KL0668
 KL0668                          STATION RECOVERY (1999)
 KL0668
 KL0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 KL0668'THE STATION MARK WAS RECOVERED IN GOOD CONDITION. REFERENCE MARK
 KL0668'NUMBER 1 WAS FOUND DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0669 ***********************************************************************
 KL0669  DESIGNATION -  GYPSUM AIRPORT BEACON
 KL0669  PID         -  KL0669
 KL0669  STATE/COUNTY-  CO/EAGLE
 KL0669  USGS QUAD   -  GYPSUM (1987)
 KL0669
 KL0669                         *CURRENT SURVEY CONTROL
 KL0669  ___________________________________________________________________
 KL0669* NAD 83(1992)-  39 38 45.91517(N)    106 54 42.88333(W)     ADJUSTED  
 KL0669* NAVD 88     -                                                        
 KL0669  ___________________________________________________________________
 KL0669  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 KL0669  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 KL0669
 KL0669  HORZ ORDER  -  THIRD
 KL0669
 KL0669.This mark is at Eagle Co Regional Airport (EGE)
 KL0669
 KL0669.The horizontal coordinates were established by classical geodetic methods
 KL0669.and adjusted by the National Geodetic Survey in January 1993..
 KL0669
 KL0669
 KL0669.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0669
 KL0669.The geoid height was determined by GEOID03.
 KL0669
 KL0669;                    North         East     Units Scale Factor Converg.
 KL0669;SPC CO C     -   506,976.538   793,220.245   MT  0.99998110   -0 53 25.7
 KL0669;SPC CO C     - 1,663,305.53  2,602,423.42   sFT  0.99998110   -0 53 25.7
 KL0669;UTM  13      - 4,390,224.300   335,954.626   MT  0.99993132   -1 13 12.6
 KL0669
 KL0669                          SUPERSEDED SURVEY CONTROL
 KL0669
 KL0669  NAD 83(1986)-  39 38 45.91015(N)    106 54 42.88333(W) AD(       ) 4
 KL0669  NAD 27      -  39 38 45.96000(N)    106 54 40.74000(W) AD(       ) 3
 KL0669
 KL0669.Superseded values are not recommended for survey control.
 KL0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0669.See file dsdata.txt to determine how the superseded data were derived.
 KL0669
 KL0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD3595590224(NAD 83)
 KL0669_MARKER: 21 = AIRPORT BEACON
 KL0669
 KL0669  HISTORY     - Date     Condition        Report By
 KL0669  HISTORY     - 1953     FIRST OBSERVED   NGS
 KL0669  HISTORY     - 1977     GOOD             NGS
 KL0669  HISTORY     - 19910615 GOOD             NGS
 KL0669
 KL0669                          STATION DESCRIPTION
 KL0669
 KL0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KL0669'BEACON RECOVERED AND IS IN GOOD CONDITION.  NAME OF THE AIRPORT HAS
 KL0669'BEEN CHANGED TO THE EAGLE COUNTY AIRPORT, THEREFORE THE NAME OF
 KL0669'THE BEACON AT PRESENT TIME SHOULD BE GYPSUM EAGLE COUNTY AIRPORT
 KL0669'BEACON.
 KL0669
 KL0669                          STATION RECOVERY (1991)
 KL0669
 KL0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KL0669'THE AIRPORT BEACON 1988 IS LOCATED ON THE NORTH SIDE OF THE AIRPORT ON
 KL0669'TOP OF A BROWN HANGAR.  THE POINT OBSERVED WAS THE SPINDLE WHICH
 KL0669'SUPPORTS THE BEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0670 ***********************************************************************
 KL0670  DESIGNATION -  GYPSUM AZ MK
 KL0670  PID         -  KL0670
 KL0670  STATE/COUNTY-  CO/EAGLE
 KL0670  USGS QUAD   -  GYPSUM (1987)
 KL0670
 KL0670                         *CURRENT SURVEY CONTROL
 KL0670  ___________________________________________________________________
 KL0670* NAD 83(1992)-  39 38 43.67421(N)    106 55 17.42669(W)     ADJUSTED  
 KL0670* NAVD 88     -      1971.2    (meters)    6467.     (feet)  VERTCON   
 KL0670  ___________________________________________________________________
 KL0670  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 KL0670  GEOID HEIGHT-         -13.78  (meters)                     GEOID03
 KL0670
 KL0670  HORZ ORDER  -  THIRD
 KL0670
 KL0670.This mark is at Eagle Co Regional Airport (EGE)
 KL0670
 KL0670.The horizontal coordinates were established by classical geodetic methods
 KL0670.and adjusted by the National Geodetic Survey in January 1993..
 KL0670.No horizontal observational check was made to the station.
 KL0670
 KL0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0670
 KL0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0670
 KL0670.The geoid height was determined by GEOID03.
 KL0670
 KL0670;                    North         East     Units Scale Factor Converg.
 KL0670;SPC CO C     -   506,920.278   792,395.678   MT  0.99998099   -0 53 47.5
 KL0670;SPC CO C     - 1,663,120.95  2,599,718.15   sFT  0.99998099   -0 53 47.5
 KL0670;UTM  13      - 4,390,172.788   335,129.789   MT  0.99993467   -1 13 34.6
 KL0670
 KL0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0670!SPC CO C     -   0.99969300  x   0.99998099  =   0.99967400
 KL0670!UTM  13      -   0.99969300  x   0.99993467  =   0.99962769
 KL0670
 KL0670                          SUPERSEDED SURVEY CONTROL
 KL0670
 KL0670  NAD 83(1986)-  39 38 43.67003(N)    106 55 17.42718(W) AD(       ) 3
 KL0670  NAD 27      -  39 38 43.72235(N)    106 55 15.27723(W) AD(       ) 3
 KL0670  NGVD 29 (07/19/86) 1969.9    (m)         6463.     (f) VERT ANG       
 KL0670
 KL0670.Superseded values are not recommended for survey control.
 KL0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0670.See file dsdata.txt to determine how the superseded data were derived.
 KL0670
 KL0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD3513090173(NAD 83)
 KL0670_MARKER: DZ = AZIMUTH MARK DISK
 KL0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0670_STAMPING: GYPSUM 1953
 KL0670_MARK LOGO: USGS  
 KL0670_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0670+STABILITY: SURFACE MOTION
 KL0670
 KL0670  HISTORY     - Date     Condition        Report By
 KL0670  HISTORY     - 1953     MONUMENTED       CGS
 KL0670  HISTORY     - 19910615 GOOD             NGS
 KL0670
 KL0670                          STATION DESCRIPTION
 KL0670
 KL0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KL0670'THE STATION IS LOCATED AT THE WESTERN END OF THE EAGLE COUNTY AIRPORT
 KL0670'NORTH OF RUNWAY END 8.  THE STATION IS 69.6 FT (21.2 M) NORTH OF THE
 KL0670'MOST NORTHERLY THRESHOLD LIGHT AT THE RUNWAY END, 6.6 FT (2.0 M) SOUTH
 KL0670'OF THE CENTER OF THE SOUTH END OF A DAY MARKER PANEL, 2 FT (0.6 M)
 KL0670'WEST OF A LIGHT, AND 2 FT (0.6 M) SOUTH OF A METAL WITNESS POST.  THE
 KL0670'STATION IS A STANDARD USCG AZIMUTH MARK DISK SET IN A DRILL HOLE IN
 KL0670'THE NORTHWEST CORNER OF A 4 X 4 FT (1.2 M) SQUARE CONCRETE LIGHT BASE.
 KL0670'THE DISK IS STAMPED, GYPSUM 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0408 ***********************************************************************
 JL0408  DESIGNATION -  H 10
 JL0408  PID         -  JL0408
 JL0408  STATE/COUNTY-  CO/MONTROSE
 JL0408  USGS QUAD   -  OLATHE (1982)
 JL0408
 JL0408                         *CURRENT SURVEY CONTROL
 JL0408  ___________________________________________________________________
 JL0408* NAD 83(1992)-  38 30 20.97119(N)    107 54 28.52178(W)     ADJUSTED  
 JL0408* NAVD 88     -      1734.178  (meters)    5689.55   (feet)  ADJUSTED  
 JL0408  ___________________________________________________________________
 JL0408  X           -  -1,537,136.866 (meters)                     COMP
 JL0408  Y           -  -4,756,818.317 (meters)                     COMP
 JL0408  Z           -   3,950,604.863 (meters)                     COMP
 JL0408  LAPLACE CORR-           4.35  (seconds)                    DEFLEC99
 JL0408  ELLIP HEIGHT-        1717.68  (meters)          (10/21/02) GPS OBS
 JL0408  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 JL0408  DYNAMIC HT  -        1732.285 (meters)    5683.34  (feet)  COMP
 JL0408  MODELED GRAV-     979,475.6   (mgal)                       NAVD 88
 JL0408
 JL0408  HORZ ORDER  -  FIRST
 JL0408  VERT ORDER  -  FIRST     CLASS II
 JL0408  ELLP ORDER  -  FIFTH     CLASS I
 JL0408
 JL0408.The horizontal coordinates were established by GPS observations
 JL0408.and adjusted by the National Geodetic Survey in June 2000..
 JL0408
 JL0408.The orthometric height was determined by differential leveling
 JL0408.and adjusted by the National Geodetic Survey in June 1991..
 JL0408
 JL0408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JL0408
 JL0408.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0408
 JL0408.The ellipsoidal height was determined by GPS observations
 JL0408.and is referenced to NAD 83.
 JL0408
 JL0408.The geoid height was determined by GEOID03.
 JL0408
 JL0408.The dynamic height is computed by dividing the NAVD 88
 JL0408.geopotential number by the normal gravity value computed on the
 JL0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0408.degrees latitude (g = 980.6199 gals.).
 JL0408
 JL0408.The modeled gravity was interpolated from observed gravity values.
 JL0408
 JL0408;                    North         East     Units Scale Factor Converg.
 JL0408;SPC CO S     -   511,632.862   704,389.301   MT  1.00001404   -1 28 37.1
 JL0408;SPC CO S     - 1,678,582.15  2,310,983.90   sFT  1.00001404   -1 28 37.1
 JL0408;UTM  13      - 4,265,947.933   246,431.040   MT  1.00039189   -1 48 41.1
 JL0408
 JL0408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0408!SPC CO S     -   0.99973056  x   1.00001404  =   0.99974460
 JL0408!UTM  13      -   0.99973056  x   1.00039189  =   1.00012234
 JL0408
 JL0408                          SUPERSEDED SURVEY CONTROL
 JL0408
 JL0408  ELLIP H (06/30/00) 1717.70   (m)                       GP(       ) 1 1
 JL0408  NAVD 88 (06/30/00) 1734.18   (m)         5689.6    (f) LEVELING    3  
 JL0408  NGVD 29 (??/??/92) 1732.956  (m)         5685.54   (f) ADJ UNCH    1 2
 JL0408
 JL0408.Superseded values are not recommended for survey control.
 JL0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0408.See file dsdata.txt to determine how the superseded data were derived.
 JL0408
 JL0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC4643165948(NAD 83)
 JL0408_MARKER: DB = BENCH MARK DISK
 JL0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0408_SP_SET: CONCRETE POST
 JL0408_STAMPING: H 10 1926 5685.54
 JL0408_MARK LOGO: CGS   
 JL0408_PROJECTION: PROJECTING 10 CENTIMETERS
 JL0408_MAGNETIC: N = NO MAGNETIC MATERIAL
 JL0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0408+STABILITY: SURFACE MOTION
 JL0408_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JL0408+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2006
 JL0408
 JL0408  HISTORY     - Date     Condition        Report By
 JL0408  HISTORY     - 1926     MONUMENTED       CGS
 JL0408  HISTORY     - 1955     GOOD             NGS
 JL0408  HISTORY     - 1968     GOOD             NGS
 JL0408  HISTORY     - 1984     GOOD             NGS
 JL0408  HISTORY     - 19990427 GOOD             MSAM
 JL0408  HISTORY     - 20050830 GOOD             USGS-R
 JL0408  HISTORY     - 20060817 GOOD             GEOCAC
 JL0408
 JL0408                          STATION DESCRIPTION
 JL0408
 JL0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 JL0408'2.5 MI NW FROM MONTROSE.
 JL0408'2-1/2 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0408'FROM THE STATION AT MONTROSE, MONTROSE COUNTY, 66 FEET SOUTHEAST OF
 JL0408'MILEPOST D-354, 40 FEET NORTHEAST OF THE TRACK, AND LEVEL WITH THE
 JL0408'TRACK.  A STANDARD DISK, STAMPED 5685.540 H 10 1926 AND SET IN THE TOP
 JL0408'OF A CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 JL0408
 JL0408                          STATION RECOVERY (1968)
 JL0408
 JL0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JL0408'RECOVERED IN GOOD CONDITION.
 JL0408
 JL0408                          STATION RECOVERY (1984)
 JL0408
 JL0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0408'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.5 KM (2.2
 JL0408'MI) NORTHWESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH U.S.
 JL0408'HIGHWAY 550 IN MONTROSE, 39.6 M (129.9 FT) SOUTHWEST OF THE
 JL0408'CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY, 21.1 M (69.2
 JL0408'FT) EAST-SOUTHEAST OF RAILROAD MILEPOST 354, 11.2 KM (36.7 FT)
 JL0408'NORTHEAST OF THE NEAR RAIL OF THE DENVER AND RIO GRANDE WESTERN
 JL0408'RAILROAD, AND 4.9 M (16.1 FT) NORTH OF A UTILITY POLE WITH A WITNESS
 JL0408'SIGN ATTACHED.
 JL0408'THE MARK IS 1.9 METERS  SE FROM  A WITNESS POST
 JL0408'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 JL0408
 JL0408                          STATION RECOVERY (1999)
 JL0408
 JL0408'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 JL0408'RECOVERED AS DESCRIBED.
 JL0408
 JL0408                          STATION RECOVERY (2005)
 JL0408
 JL0408'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 2005 (DPB)
 JL0408'RECOVERED IN GOOD CONDITION.
 JL0408
 JL0408                          STATION RECOVERY (2006)
 JL0408
 JL0408'RECOVERY NOTE BY GEOCACHING 2006 (GHR)
 JL0408'AS DESCRIBED BY 1984 NGS, EXCEPT UTILITY POLE 16.1 FT SOUTH OF
 JL0408'BENCHMARK HAS BEEN REMOVED.
 JL0408' 
 JL0408'GPS LOCATION,  N 38 30 21.0    W 107 54 28.6  (NAD 83)
 JL0408' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0130 ***********************************************************************
 KL0130  DESIGNATION -  H 10
 KL0130  PID         -  KL0130
 KL0130  STATE/COUNTY-  CO/SUMMIT
 KL0130  USGS QUAD   -  BRECKENRIDGE (1987)
 KL0130
 KL0130                         *CURRENT SURVEY CONTROL
 KL0130  ___________________________________________________________________
 KL0130* NAD 83(1986)-  39 22 53.     (N)    106 03 49.     (W)     SCALED    
 KL0130* NAVD 88     -      3295.978  (meters)   10813.55   (feet)  ADJUSTED  
 KL0130  ___________________________________________________________________
 KL0130  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 KL0130  DYNAMIC HT  -        3291.446 (meters)   10798.69  (feet)  COMP
 KL0130  MODELED GRAV-     979,131.9   (mgal)                       NAVD 88
 KL0130
 KL0130  VERT ORDER  -  FIRST     CLASS II
 KL0130
 KL0130.The horizontal coordinates were scaled from a topographic map and have
 KL0130.an estimated accuracy of +/- 6 seconds.
 KL0130
 KL0130.The orthometric height was determined by differential leveling
 KL0130.and adjusted by the National Geodetic Survey in June 1991..
 KL0130
 KL0130.The geoid height was determined by GEOID03.
 KL0130
 KL0130.The dynamic height is computed by dividing the NAVD 88
 KL0130.geopotential number by the normal gravity value computed on the
 KL0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0130.degrees latitude (g = 980.6199 gals.).
 KL0130
 KL0130.The modeled gravity was interpolated from observed gravity values.
 KL0130
 KL0130;                    North         East    Units  Estimated Accuracy
 KL0130;SPC CO C     -   476,800.      865,840.      MT  (+/- 180 meters Scaled)
 KL0130
 KL0130                          SUPERSEDED SURVEY CONTROL
 KL0130
 KL0130  NGVD 29 (??/??/92) 3294.033  (m)        10807.17   (f) ADJ UNCH    1 2
 KL0130
 KL0130.Superseded values are not recommended for survey control.
 KL0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0130.See file dsdata.txt to determine how the superseded data were derived.
 KL0130
 KL0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD083596(NAD 83)
 KL0130_MARKER: DD = SURVEY DISK
 KL0130_SETTING: 80 = SET IN A BOULDER
 KL0130_SP_SET: BOULDER
 KL0130_STAMPING: H 10 1927
 KL0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0130+STABILITY: SURFACE MOTION
 KL0130
 KL0130  HISTORY     - Date     Condition        Report By
 KL0130  HISTORY     - 1927     MONUMENTED       USGS
 KL0130  HISTORY     - 1951     GOOD             NGS
 KL0130
 KL0130                          STATION DESCRIPTION
 KL0130
 KL0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KL0130'8.1 MI S FROM BRECKENRIDGE.
 KL0130'8.1 MILES SOUTH ALONG STATE HIGHWAY 9 FROM THE COUNTY COURTHOUSE AT
 KL0130'BRECKENRIDGE, 0.1 MILE NORTHEAST OF A JUNCTION WITH A GRAVELED ROAD
 KL0130'LEADING WEST ACROSS A CREEK TO A MINE, AT A CURVE IN THE HIGHWAY, 99
 KL0130'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 66 FEET SOUTHWEST OF
 KL0130'THE CENTER LINE OF A PRIVATE ROAD LEADING NORTHWEST, 38 FEET EAST OF A
 KL0130'SNOW FENCE, 1.8 FEET ABOVE THE GROUND, 15 FEET ABOVE THE LEVEL OF THE
 KL0130'HIGHWAY, SET IN THE TOP OF A GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0033 ***********************************************************************
 KJ0033  DESIGNATION -  H 100
 KJ0033  PID         -  KJ0033
 KJ0033  STATE/COUNTY-  CO/YUMA
 KJ0033  USGS QUAD   -  ARMEL (1980)
 KJ0033
 KJ0033                         *CURRENT SURVEY CONTROL
 KJ0033  ___________________________________________________________________
 KJ0033* NAD 83(1986)-  39 45 40.     (N)    102 05 08.     (W)     SCALED    
 KJ0033* NAVD 88     -      1140.648  (meters)    3742.28   (feet)  ADJUSTED  
 KJ0033  ___________________________________________________________________
 KJ0033  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 KJ0033  DYNAMIC HT  -        1139.733 (meters)    3739.27  (feet)  COMP
 KJ0033  MODELED GRAV-     979,785.3   (mgal)                       NAVD 88
 KJ0033
 KJ0033  VERT ORDER  -  SECOND    CLASS 0
 KJ0033
 KJ0033.The horizontal coordinates were scaled from a topographic map and have
 KJ0033.an estimated accuracy of +/- 6 seconds.
 KJ0033
 KJ0033.The orthometric height was determined by differential leveling
 KJ0033.and adjusted by the National Geodetic Survey in June 1991..
 KJ0033
 KJ0033.The geoid height was determined by GEOID03.
 KJ0033
 KJ0033.The dynamic height is computed by dividing the NAVD 88
 KJ0033.geopotential number by the normal gravity value computed on the
 KJ0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0033.degrees latitude (g = 980.6199 gals.).
 KJ0033
 KJ0033.The modeled gravity was interpolated from observed gravity values.
 KJ0033
 KJ0033;                    North         East    Units  Estimated Accuracy
 KJ0033;SPC CO N     -   357,930.    1,206,910.      MT  (+/- 180 meters Scaled)
 KJ0033
 KJ0033                          SUPERSEDED SURVEY CONTROL
 KJ0033
 KJ0033  NGVD 29 (??/??/92) 1140.176  (m)         3740.73   (f) ADJ UNCH    2 0
 KJ0033
 KJ0033.Superseded values are not recommended for survey control.
 KJ0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0033.See file dsdata.txt to determine how the superseded data were derived.
 KJ0033
 KJ0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGE496053(NAD 83)
 KJ0033_MARKER: DB = BENCH MARK DISK
 KJ0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0033_STAMPING: H 100 1935
 KJ0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0033+STABILITY: SURFACE MOTION
 KJ0033
 KJ0033  HISTORY     - Date     Condition        Report By
 KJ0033  HISTORY     - 1935     MONUMENTED       CGS
 KJ0033  HISTORY     - 1949     GOOD             USGS
 KJ0033
 KJ0033                          STATION DESCRIPTION
 KJ0033
 KJ0033'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 KJ0033'1.1 MI W FROM WEST GURNEY.
 KJ0033'IDALIA, YUMA CO., COLORADO, 4 MILES NORTH AND 11 MILES EAST OF, 1
 KJ0033'MILE WEST OF WEST GURNEY SCHOOL, 1 MILES NORTH OF US HWY. 36, T.3
 KJ0033'S., R.42 W., COR SECS. 28-29-32-33-, 48 FT. NORTH AND 24 FT. EAST
 KJ0033'OF X-ROADS, 10 FT. NORTH AND 1 FT. EAST OF FENCE CORNER, IN A
 KJ0033'CONCRETE POST A STD. USG AND GS DISK STAMPED H 100 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0209 ***********************************************************************
 LK0209  DESIGNATION -  H 102
 LK0209  PID         -  LK0209
 LK0209  STATE/COUNTY-  CO/PHILLIPS
 LK0209  USGS QUAD   -  GALIEN (1951)
 LK0209
 LK0209                         *CURRENT SURVEY CONTROL
 LK0209  ___________________________________________________________________
 LK0209* NAD 83(1986)-  40 39 34.     (N)    103 06 38.     (W)     SCALED    
 LK0209* NAVD 88     -      1228.563  (meters)    4030.71   (feet)  ADJUSTED  
 LK0209  ___________________________________________________________________
 LK0209  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 LK0209  DYNAMIC HT  -        1227.665 (meters)    4027.76  (feet)  COMP
 LK0209  MODELED GRAV-     979,851.6   (mgal)                       NAVD 88
 LK0209
 LK0209  VERT ORDER  -  SECOND    CLASS 0
 LK0209
 LK0209.The horizontal coordinates were scaled from a topographic map and have
 LK0209.an estimated accuracy of +/- 6 seconds.
 LK0209
 LK0209.The orthometric height was determined by differential leveling
 LK0209.and adjusted by the National Geodetic Survey in June 1991..
 LK0209
 LK0209.The geoid height was determined by GEOID03.
 LK0209
 LK0209.The dynamic height is computed by dividing the NAVD 88
 LK0209.geopotential number by the normal gravity value computed on the
 LK0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0209.degrees latitude (g = 980.6199 gals.).
 LK0209
 LK0209.The modeled gravity was interpolated from observed gravity values.
 LK0209
 LK0209;                    North         East    Units  Estimated Accuracy
 LK0209;SPC CO N     -   454,770.    1,116,440.      MT  (+/- 180 meters Scaled)
 LK0209
 LK0209                          SUPERSEDED SURVEY CONTROL
 LK0209
 LK0209  NGVD 29 (??/??/92) 1228.021  (m)         4028.93   (f) ADJ UNCH    2 0
 LK0209
 LK0209.Superseded values are not recommended for survey control.
 LK0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0209.See file dsdata.txt to determine how the superseded data were derived.
 LK0209
 LK0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF597026(NAD 83)
 LK0209_MARKER: DB = BENCH MARK DISK
 LK0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0209_STAMPING: H 102 1935
 LK0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0209+STABILITY: SURFACE MOTION
 LK0209
 LK0209  HISTORY     - Date     Condition        Report By
 LK0209  HISTORY     - 1935     MONUMENTED       CGS
 LK0209  HISTORY     - 1938     GOOD             NGS
 LK0209  HISTORY     - 1951     GOOD             USGS
 LK0209
 LK0209                          STATION DESCRIPTION
 LK0209
 LK0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 LK0209'5.7 MI W FROM GALIAN.
 LK0209'5.7 MILES WEST OF GALIAN, ALONG THE C. B. AND Q. RAILROAD.
 LK0209'1 3/4 POLES EAST OF MILEPOLE 224, 50 FEET SOUTH OF THE CENTER OF THE
 LK0209'TRACK, 21 FEET NORTH OF A FENCE, 17 FEET WEST OF A TELEPHONE POLE,
 LK0209'IN LINE WITH THE POLES.  SET HORIZONTAL IN THE TOP OF A PRECAST
 LK0209'CONCRETE POST.  NOTE-- THIS APPEARS TO BE A RE-SET BM SINCE ANOTHER
 LK0209'TABLET WAS FOUND STAMPED IDENTICALLY, SET IN A MONUMENT THAT
 LK0209'EXTENDS ABOUT ONE FOOT INTO THE GROUND, AND LOCATED 340 FEET WEST
 LK0209'ALONG THE RAILROAD TRACKS
 LK0209
 LK0209                          STATION RECOVERY (1951)
 LK0209
 LK0209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 LK0209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0165 ***********************************************************************
 LK0165  DESIGNATION -  H 103
 LK0165  PID         -  LK0165
 LK0165  STATE/COUNTY-  CO/LOGAN
 LK0165  USGS QUAD   -  HAXTUN EAST (1980)
 LK0165
 LK0165                         *CURRENT SURVEY CONTROL
 LK0165  ___________________________________________________________________
 LK0165* NAD 83(1986)-  40 38 08.     (N)    102 36 21.     (W)     SCALED    
 LK0165* NAVD 88     -      1223.107  (meters)    4012.81   (feet)  ADJUSTED  
 LK0165  ___________________________________________________________________
 LK0165  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 LK0165  DYNAMIC HT  -        1222.216 (meters)    4009.89  (feet)  COMP
 LK0165  MODELED GRAV-     979,853.8   (mgal)                       NAVD 88
 LK0165
 LK0165  VERT ORDER  -  SECOND    CLASS 0
 LK0165
 LK0165.The horizontal coordinates were scaled from a topographic map and have
 LK0165.an estimated accuracy of +/- 6 seconds.
 LK0165
 LK0165.The orthometric height was determined by differential leveling
 LK0165.and adjusted by the National Geodetic Survey in June 1991..
 LK0165
 LK0165.The geoid height was determined by GEOID03.
 LK0165
 LK0165.The dynamic height is computed by dividing the NAVD 88
 LK0165.geopotential number by the normal gravity value computed on the
 LK0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0165.degrees latitude (g = 980.6199 gals.).
 LK0165
 LK0165.The modeled gravity was interpolated from observed gravity values.
 LK0165
 LK0165;                    North         East    Units  Estimated Accuracy
 LK0165;SPC CO N     -   453,390.    1,159,190.      MT  (+/- 180 meters Scaled)
 LK0165
 LK0165                          SUPERSEDED SURVEY CONTROL
 LK0165
 LK0165  NGVD 29 (??/??/92) 1222.589  (m)         4011.11   (f) ADJ UNCH    2 0
 LK0165
 LK0165.Superseded values are not recommended for survey control.
 LK0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0165.See file dsdata.txt to determine how the superseded data were derived.
 LK0165
 LK0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF024010(NAD 83)
 LK0165_MARKER: DD = SURVEY DISK
 LK0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0165_STAMPING: H 103 1935
 LK0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0165+STABILITY: SURFACE MOTION
 LK0165
 LK0165  HISTORY     - Date     Condition        Report By
 LK0165  HISTORY     - 1935     MONUMENTED       CGS
 LK0165
 LK0165                          STATION DESCRIPTION
 LK0165
 LK0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LK0165'1.2 MI E FROM HAXTUN.
 LK0165'0.4 MI W. OF M. P. 196, 40 FEET E. OF THE CENTER LINE OF A N. AND S.
 LK0165'ROAD CROSSING TRACK, 55 FEET N. OF THE CENTER LINE OF U.S. HWY. 6,
 LK0165'65 FEET S. OF THE CENTER LINE OF THE TRACK, AND 30 FEET S. OF A
 LK0165'TELEPHONE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0715 ***********************************************************************
 LL0715  DESIGNATION -  H 105
 LL0715  PID         -  LL0715
 LL0715  STATE/COUNTY-  CO/LARIMER
 LL0715  USGS QUAD   -  LOVELAND (1984)
 LL0715
 LL0715                         *CURRENT SURVEY CONTROL
 LL0715  ___________________________________________________________________
 LL0715* NAD 83(1986)-  40 27 03.     (N)    105 04 40.     (W)     SCALED    
 LL0715* NAVD 88     -      1546.697  (meters)    5074.46   (feet)  ADJUSTED  
 LL0715  ___________________________________________________________________
 LL0715  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 LL0715  DYNAMIC HT  -        1545.369 (meters)    5070.10  (feet)  COMP
 LL0715  MODELED GRAV-     979,712.8   (mgal)                       NAVD 88
 LL0715
 LL0715  VERT ORDER  -  SECOND    CLASS 0
 LL0715
 LL0715.The horizontal coordinates were scaled from a topographic map and have
 LL0715.an estimated accuracy of +/- 6 seconds.
 LL0715
 LL0715.The orthometric height was determined by differential leveling
 LL0715.and adjusted by the National Geodetic Survey in June 1991..
 LL0715
 LL0715.The geoid height was determined by GEOID03.
 LL0715
 LL0715.The dynamic height is computed by dividing the NAVD 88
 LL0715.geopotential number by the normal gravity value computed on the
 LL0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0715.degrees latitude (g = 980.6199 gals.).
 LL0715
 LL0715.The modeled gravity was interpolated from observed gravity values.
 LL0715
 LL0715;                    North         East    Units  Estimated Accuracy
 LL0715;SPC CO N     -   428,960.      950,220.      MT  (+/- 180 meters Scaled)
 LL0715
 LL0715                          SUPERSEDED SURVEY CONTROL
 LL0715
 LL0715  NGVD 29 (??/??/92) 1545.707  (m)         5071.21   (f) ADJ UNCH    2 0
 LL0715
 LL0715.Superseded values are not recommended for survey control.
 LL0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0715.See file dsdata.txt to determine how the superseded data were derived.
 LL0715
 LL0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE934778(NAD 83)
 LL0715_MARKER: DB = BENCH MARK DISK
 LL0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0715_STAMPING: H 105 1935
 LL0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0715+STABILITY: SURFACE MOTION
 LL0715
 LL0715  HISTORY     - Date     Condition        Report By
 LL0715  HISTORY     - 1935     MONUMENTED       CGS
 LL0715  HISTORY     - 1952     GOOD             NGS
 LL0715
 LL0715                          STATION DESCRIPTION
 LL0715
 LL0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 LL0715'3.1 MI N FROM LOVELAND.
 LL0715'3.1 MILES NORTH ALONG U.S. HIGHWAYS 87 AND 287 FROM THE LINCOLN
 LL0715'GRADE SCHOOL AT LOVELAND, 130 FEET NORTHEAST OF THE NORTHEAST
 LL0715'CORNER OF THE PROCTER SCHOOLHOUSE, 70 FEET WEST OF THE CENTER LINE
 LL0715'OF THE HIGHWAY, 32 FEET SOUTH OF THE CENTER LINE OF AN EAST AND
 LL0715'WEST GRAVELED ROAD, 12 FEET WEST OF AN IRRIGATION CANAL, IN THE
 LL0715'NORTHEAST CORNER OF A SCHOOL YARD, SET IN THE TOP OF  CONCRETE
 LL0715'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0716 ***********************************************************************
 LL0716  DESIGNATION -  H 105 RESET
 LL0716  PID         -  LL0716
 LL0716  STATE/COUNTY-  CO/LARIMER
 LL0716  USGS QUAD   -  LOVELAND (1984)
 LL0716
 LL0716                         *CURRENT SURVEY CONTROL
 LL0716  ___________________________________________________________________
 LL0716* NAD 83(1986)-  40 26 59.     (N)    105 04 38.     (W)     SCALED    
 LL0716* NAVD 88     -      1546.94   (+/-2cm)    5075.3    (feet)  VERTCON   
 LL0716  ___________________________________________________________________
 LL0716  GEOID HEIGHT-         -16.26  (meters)                     GEOID03
 LL0716
 LL0716  VERT ORDER  -  THIRD (See Below)
 LL0716
 LL0716.The horizontal coordinates were scaled from a topographic map and have
 LL0716.an estimated accuracy of +/- 6 seconds.
 LL0716
 LL0716.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL0716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL0716.The vertical order pertains to the NGVD 29 superseded value.
 LL0716
 LL0716.The geoid height was determined by GEOID03.
 LL0716
 LL0716;                    North         East    Units  Estimated Accuracy
 LL0716;SPC CO N     -   428,840.      950,270.      MT  (+/- 180 meters Scaled)
 LL0716
 LL0716                          SUPERSEDED SURVEY CONTROL
 LL0716
 LL0716  NGVD 29 (??/??/??) 1546.01   (m)         5072.2    (f) RESET       3  
 LL0716
 LL0716.Superseded values are not recommended for survey control.
 LL0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0716.See file dsdata.txt to determine how the superseded data were derived.
 LL0716
 LL0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE934776(NAD 83)
 LL0716_MARKER: DB = BENCH MARK DISK
 LL0716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0716_STAMPING: H 105 RESET 1958
 LL0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0716+STABILITY: SURFACE MOTION
 LL0716
 LL0716  HISTORY     - Date     Condition        Report By
 LL0716  HISTORY     - 1958     MONUMENTED       CODH
 LL0716  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0716  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0716
 LL0716                          STATION DESCRIPTION
 LL0716
 LL0716'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1958
 LL0716'3.1 MI N FROM LOVELAND.
 LL0716'40 FEET WEST OF THE ORIGINAL MARK WHICH IS DESCRIBED AS FOLLOWS--
 LL0716'3.1 MILES NORTH ALONG U.S. HIGHWAYS 87 AND 287 FROM THE LINCOLN
 LL0716'GRADE SCHOOL AT LOVELAND, 130 FEET NORTHEAST OF THE NORTHEAST
 LL0716'CORNER OF THE PROOTER SCHOOLHOUSE, 70 FEET WEST OF THE CENTERLINE
 LL0716'OF THE HIGHWAY, 32 FEET SOUTH OF THE CENTERLINE OF AN EAST AND
 LL0716'WEST GRAVELED ROAD, 12 FEET WEST OF AN IRRIGATION CANAL, IN THE
 LL0716'NORTHEAST CORNER OF A SCHOOL YARD, SET IN THE TOP OF A CONCRETE
 LL0716'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
 LL0716
 LL0716                          STATION RECOVERY (1984)
 LL0716
 LL0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0716'MARK NOT FOUND.
 LL0716
 LL0716                          STATION RECOVERY (1984)
 LL0716
 LL0716'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0027 ***********************************************************************
 JM0027  DESIGNATION -  H 11
 JM0027  PID         -  JM0027
 JM0027  STATE/COUNTY-  CO/MESA
 JM0027  USGS QUAD   -  WHITEWATER (1969)
 JM0027
 JM0027                         *CURRENT SURVEY CONTROL
 JM0027  ___________________________________________________________________
 JM0027* NAD 83(1986)-  38 55 59.     (N)    108 26 23.     (W)     SCALED    
 JM0027* NAVD 88     -      1424.840  (meters)    4674.66   (feet)  POSTED    
 JM0027  ___________________________________________________________________
 JM0027  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 JM0027  DYNAMIC HT  -        1423.450 (meters)    4670.10  (feet)  COMP
 JM0027  MODELED GRAV-     979,600.3   (mgal)                       NAVD 88
 JM0027
 JM0027  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JM0027
 JM0027.The horizontal coordinates were scaled from a topographic map and have
 JM0027.an estimated accuracy of +/- 6 seconds.
 JM0027
 JM0027.The orthometric height was determined by differential leveling
 JM0027.and adjusted by the National Geodetic Survey in 1992..
 JM0027.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JM0027.rate of 0.0 thru 1.0 mm/km.
 JM0027
 JM0027.The geoid height was determined by GEOID03.
 JM0027
 JM0027.The dynamic height is computed by dividing the NAVD 88
 JM0027.geopotential number by the normal gravity value computed on the
 JM0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0027.degrees latitude (g = 980.6199 gals.).
 JM0027
 JM0027.The modeled gravity was interpolated from observed gravity values.
 JM0027
 JM0027;                    North         East    Units  Estimated Accuracy
 JM0027;SPC CO C     -   431,000.      659,560.      MT  (+/- 180 meters Scaled)
 JM0027
 JM0027                          SUPERSEDED SURVEY CONTROL
 JM0027
 JM0027  NGVD 29 (??/??/92) 1423.795  (m)         4671.23   (f) ADJ UNCH    1 2
 JM0027
 JM0027.Superseded values are not recommended for survey control.
 JM0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0027.See file dsdata.txt to determine how the superseded data were derived.
 JM0027
 JM0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ219124(NAD 83)
 JM0027_MARKER: DB = BENCH MARK DISK
 JM0027_SETTING: 66 = SET IN ROCK OUTCROP
 JM0027_SP_SET: SANDSTONE ROCK
 JM0027_STAMPING: 4671.234 H 11 1926
 JM0027_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0027+STABILITY: POSITION/ELEVATION WELL
 JM0027
 JM0027  HISTORY     - Date     Condition        Report By
 JM0027  HISTORY     - 1926     MONUMENTED       CGS
 JM0027  HISTORY     - 1960     MARK NOT FOUND   NGS
 JM0027  HISTORY     - 1969     MARK NOT FOUND   USGS
 JM0027
 JM0027                          STATION DESCRIPTION
 JM0027
 JM0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JM0027'4.7 MI SE FROM WHITEWATER.
 JM0027'4.7 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JM0027'FROM THE STATION AT WHITEWATER, MESA COUNTY, 630 FEET NORTH OF
 JM0027'MILEPOST D-407, 50 FEET NORTH OF A SECTION OF STEEL RAIL SET
 JM0027'VERTICALLY AND MARKED P.S.C. 7 DEG 42 MIN., 30 FEET EAST OF THE TRACK,
 JM0027'3 FEET HIGHER THAN THE TRACK, AND IN SANDSTONE ROCK PROJECTING ABOUT 6
 JM0027'INCHES ABOVE GROUND.  A STANDARD DISK, STAMPED 4671.234 H 11 1926.
 JM0027
 JM0027                          STATION RECOVERY (1969)
 JM0027
 JM0027'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 JM0027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0280 ***********************************************************************
 JK0280  DESIGNATION -  H 110
 JK0280  PID         -  JK0280
 JK0280  STATE/COUNTY-  CO/EL PASO
 JK0280  USGS QUAD   -  CHEYENNE MOUNTAIN (1994)
 JK0280
 JK0280                         *CURRENT SURVEY CONTROL
 JK0280  ___________________________________________________________________
 JK0280* NAD 83(1986)-  38 43 56.     (N)    104 48 52.     (W)     SCALED    
 JK0280* NAVD 88     -      1820.136  (meters)    5971.56   (feet)  ADJUSTED  
 JK0280  ___________________________________________________________________
 JK0280  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 JK0280  DYNAMIC HT  -        1818.160 (meters)    5965.08  (feet)  COMP
 JK0280  MODELED GRAV-     979,478.3   (mgal)                       NAVD 88
 JK0280
 JK0280  VERT ORDER  -  SECOND    CLASS 0
 JK0280
 JK0280.The horizontal coordinates were scaled from a topographic map and have
 JK0280.an estimated accuracy of +/- 6 seconds.
 JK0280
 JK0280.The orthometric height was determined by differential leveling
 JK0280.and adjusted by the National Geodetic Survey in June 1991..
 JK0280
 JK0280.The geoid height was determined by GEOID03.
 JK0280
 JK0280.The dynamic height is computed by dividing the NAVD 88
 JK0280.geopotential number by the normal gravity value computed on the
 JK0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0280.degrees latitude (g = 980.6199 gals.).
 JK0280
 JK0280.The modeled gravity was interpolated from observed gravity values.
 JK0280
 JK0280;                    North         East    Units  Estimated Accuracy
 JK0280;SPC CO C     -   404,810.      974,010.      MT  (+/- 180 meters Scaled)
 JK0280
 JK0280                          SUPERSEDED SURVEY CONTROL
 JK0280
 JK0280  NGVD 29 (??/??/92) 1819.094  (m)         5968.14   (f) ADJ UNCH    2 0
 JK0280
 JK0280.Superseded values are not recommended for survey control.
 JK0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0280.See file dsdata.txt to determine how the superseded data were derived.
 JK0280
 JK0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC161870(NAD 83)
 JK0280_MARKER: DB = BENCH MARK DISK
 JK0280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0280_STAMPING: H 110 1935
 JK0280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0280+STABILITY: SURFACE MOTION
 JK0280
 JK0280  HISTORY     - Date     Condition        Report By
 JK0280  HISTORY     - 1935     MONUMENTED       CGS
 JK0280  HISTORY     - 1975     GOOD             LOCENG
 JK0280  HISTORY     - 1984     MARK NOT FOUND   NGS
 JK0280
 JK0280                          STATION DESCRIPTION
 JK0280
 JK0280'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JK0280'7.4 MI S FROM COLORADO SPRINGS.
 JK0280'7.4 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 JK0280'COLORADO SPRINGS, THENCE 4.9 MILES SOUTH ALONG STATE HIGHWAY 115,
 JK0280'NEAR THE NORTHEAST END OF A CURVE, 39 YARDS EAST OF THE JUNCTION OF
 JK0280'A T-FENCE LEADING SOUTH ALONG THE EAST SIDE OF A FARMSTEAD, 24
 JK0280'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET NORTH OF
 JK0280'THE FENCE.  A STANDARD DISK, STAMPED H 110 1935 AND SET IN THE TOP
 JK0280'OF A CONCRETE POST.
 JK0280
 JK0280                          STATION RECOVERY (1975)
 JK0280
 JK0280'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 JK0280'RECOVERED IN GOOD CONDITION.
 JK0280
 JK0280                          STATION RECOVERY (1984)
 JK0280
 JK0280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0280'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0137 ***********************************************************************
 KL0137  DESIGNATION -  H 12
 KL0137  PID         -  KL0137
 KL0137  STATE/COUNTY-  CO/SUMMIT
 KL0137  USGS QUAD   -  BRECKENRIDGE (1987)
 KL0137
 KL0137                         *CURRENT SURVEY CONTROL
 KL0137  ___________________________________________________________________
 KL0137* NAD 83(1986)-  39 27 18.     (N)    106 02 11.     (W)     SCALED    
 KL0137* NAVD 88     -      3007.389  (meters)    9866.74   (feet)  ADJUSTED  
 KL0137  ___________________________________________________________________
 KL0137  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 KL0137  DYNAMIC HT  -        3003.453 (meters)    9853.83  (feet)  COMP
 KL0137  MODELED GRAV-     979,209.0   (mgal)                       NAVD 88
 KL0137
 KL0137  VERT ORDER  -  FIRST     CLASS II
 KL0137
 KL0137.The horizontal coordinates were scaled from a topographic map and have
 KL0137.an estimated accuracy of +/- 6 seconds.
 KL0137
 KL0137.The orthometric height was determined by differential leveling
 KL0137.and adjusted by the National Geodetic Survey in June 1991..
 KL0137
 KL0137.The geoid height was determined by GEOID03.
 KL0137
 KL0137.The dynamic height is computed by dividing the NAVD 88
 KL0137.geopotential number by the normal gravity value computed on the
 KL0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0137.degrees latitude (g = 980.6199 gals.).
 KL0137
 KL0137.The modeled gravity was interpolated from observed gravity values.
 KL0137
 KL0137;                    North         East    Units  Estimated Accuracy
 KL0137;SPC CO C     -   484,960.      868,240.      MT  (+/- 180 meters Scaled)
 KL0137
 KL0137                          SUPERSEDED SURVEY CONTROL
 KL0137
 KL0137  NGVD 29 (??/??/92) 3005.602  (m)         9860.88   (f) ADJ UNCH    1 2
 KL0137
 KL0137.Superseded values are not recommended for survey control.
 KL0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0137.See file dsdata.txt to determine how the superseded data were derived.
 KL0137
 KL0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD108677(NAD 83)
 KL0137_MARKER: DD = SURVEY DISK
 KL0137_SETTING: 80 = SET IN A BOULDER
 KL0137_SP_SET: BOULDER
 KL0137_STAMPING: H 12 1927
 KL0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0137+STABILITY: SURFACE MOTION
 KL0137
 KL0137  HISTORY     - Date     Condition        Report By
 KL0137  HISTORY     - 1927     MONUMENTED       USGS
 KL0137  HISTORY     - 1951     GOOD             NGS
 KL0137  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 KL0137
 KL0137                          STATION DESCRIPTION
 KL0137
 KL0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KL0137'2.5 MI S FROM BRECKENRIDGE.
 KL0137'2.5 MILES SOUTH ALONG STATE HIGHWAY 9 FROM THE COUNTY COURTHOUSE AT
 KL0137'BRECKENRIDGE, 241 FEET WEST OF THE NORTHWEST CORNER OF A WOODEN BRIDGE
 KL0137'OVER THE BLUE RIVER, 48 FEET NORTHWEST OF THE CENTER LINE OF THE
 KL0137'HIGHWAY, 5 FEET ABOVE THE LEVEL OF THE HIGHWAY, 4 FEET ABOVE THE
 KL0137'GROUND, SET IN THE TOP OF A 9X11 FOOT GRANITE BOULDER.
 KL0137
 KL0137                          STATION RECOVERY (2005)
 KL0137
 KL0137'RECOVERY NOTE BY US POWER SQUADRON 2005 (EDS)
 KL0137'HIGHWAY ROUTE 9 REALIGNED.  NO BOULDER OR MARK IN THE VICINITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0627 ***********************************************************************
 JJ0627  DESIGNATION -  H 12
 JJ0627  PID         -  JJ0627
 JJ0627  STATE/COUNTY-  CO/CHEYENNE
 JJ0627  USGS QUAD   -  CHEYENNE WELLS NE (1982)
 JJ0627
 JJ0627                         *CURRENT SURVEY CONTROL
 JJ0627  ___________________________________________________________________
 JJ0627* NAD 83(1992)-  38 53 04.05103(N)    102 21 07.21653(W)     ADJUSTED  
 JJ0627* NAVD 88     -      1317.574  (meters)    4322.74   (feet)  POSTED    
 JJ0627  ___________________________________________________________________
 JJ0627  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 JJ0627  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 JJ0627  DYNAMIC HT  -        1316.370 (meters)    4318.79  (feet)  COMP
 JJ0627  MODELED GRAV-     979,666.2   (mgal)                       NAVD 88
 JJ0627
 JJ0627  HORZ ORDER  -  THIRD
 JJ0627  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JJ0627
 JJ0627.The horizontal coordinates were established by classical geodetic methods
 JJ0627.and adjusted by the National Geodetic Survey in January 1993..
 JJ0627
 JJ0627.The orthometric height was determined by differential leveling
 JJ0627.and adjusted by the National Geodetic Survey in 1992..
 JJ0627.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JJ0627.rate of 0.0 thru 1.0 mm/km.
 JJ0627
 JJ0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0627
 JJ0627.The geoid height was determined by GEOID03.
 JJ0627
 JJ0627.The dynamic height is computed by dividing the NAVD 88
 JJ0627.geopotential number by the normal gravity value computed on the
 JJ0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0627.degrees latitude (g = 980.6199 gals.).
 JJ0627
 JJ0627.The modeled gravity was interpolated from observed gravity values.
 JJ0627
 JJ0627;                    North         East     Units Scale Factor Converg.
 JJ0627;SPC CO C     -   426,214.529 1,187,474.083   MT  0.99994302   +1 59 07.5
 JJ0627;SPC CO C     - 1,398,338.83  3,895,904.55   sFT  0.99994302   +1 59 07.5
 JJ0627;UTM  13      - 4,307,288.124   729,684.518   MT  1.00024966   +1 39 46.8
 JJ0627
 JJ0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0627!SPC CO C     -   0.99979691  x   0.99994302  =   0.99973994
 JJ0627!UTM  13      -   0.99979691  x   1.00024966  =   1.00004651
 JJ0627
 JJ0627|---------------------------------------------------------------------|
 JJ0627| PID    Reference Object                     Distance      Geod. Az  |
 JJ0627|                                                           dddmmss.s |
 JJ0627| CM8391 H 12 RM 2                            33.690 METERS 07213     |
 JJ0627| JJ0752 H 12 AZ MK 3                        APPROX. 0.8 KM 0891106.2 |
 JJ0627| CM8389 H 12 AZ MK 2                                       0891258.9 |
 JJ0627| CU7713 H 12 AZ MK                                         0891814.1 |
 JJ0627| CM8392 H 12 RM 3                            22.428 METERS 17511     |
 JJ0627| JJ0761 CHEYENNE WELLS HARMACK W ELEV       APPROX. 7.3 KM 1772105.4 |
 JJ0627| JJ0759 CHEYENNE WELLS LING CO ELEV         APPROX. 7.3 KM 1772935.7 |
 JJ0627| CM8390 H 12 RM 1                            20.438 METERS 35830     |
 JJ0627|---------------------------------------------------------------------|
 JJ0627
 JJ0627                          SUPERSEDED SURVEY CONTROL
 JJ0627
 JJ0627  NAD 83(1986)-  38 53 04.04892(N)    102 21 07.21496(W) AD(       ) 3
 JJ0627  NAD 27      -  38 53 04.03208(N)    102 21 05.53269(W) AD(       ) 3
 JJ0627  NGVD 29 (07/19/86) 1317.03   (m)         4321.0    (f) LEVELING    3  
 JJ0627
 JJ0627.Superseded values are not recommended for survey control.
 JJ0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0627.See file dsdata.txt to determine how the superseded data were derived.
 JJ0627
 JJ0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD2968507288(NAD 83)
 JJ0627_MARKER: DB = BENCH MARK DISK
 JJ0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0627
 JJ0627  HISTORY     - Date     Condition        Report By
 JJ0627  HISTORY     - 1954     MONUMENTED       CGS
 JJ0627  HISTORY     - 1966     GOOD             CGS
 JJ0627  HISTORY     - 1966     GOOD             CGS
 JJ0627  HISTORY     - 1969     SEE DESCRIPTION  USGS
 JJ0627  HISTORY     - 1971     GOOD             USE
 JJ0627  HISTORY     - 1977     GOOD             NGS
 JJ0627
 JJ0627                          STATION DESCRIPTION
 JJ0627
 JJ0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0627'THE STATION IS LOCATED AIRLINE ABOUT 4-1/2 MILES NORTH OF
 JJ0627'CHEYENNE WELLS IN THE NORTHWEST ANGLE OF A CROSS ROAD ALONG
 JJ0627'THE WEST SIDE OF STATE HIGHWAY 51.
 JJ0627'
 JJ0627'THE STATION IS A STANDARD US COAST AND GEODETIC SURVEY BENCH
 JJ0627'MARK DISK STAMPED RESET H12 4321.015 1926 SET IN TOP OF A
 JJ0627'10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4
 JJ0627'INCHES ABOVE THE GROUND.  IT IS 3.5 FEET EAST-NORTHEAST OF A
 JJ0627'FENCE CORNER, 3 FEET EAST OF A NORTH-SOUTH FENCE LINE, 9
 JJ0627'FEET SOUTH OF A WHITE WITNESS POST AND 70 FEET WEST-NORTHWEST
 JJ0627'OF THE CENTER LINE OF A CROSS ROAD.
 JJ0627'
 JJ0627'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BM H12
 JJ0627'NO 1 1954 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JJ0627'WHICH PROJECTS ABOUT 5 INCHES ABOVE THE GROUND AND IS ABOUT
 JJ0627'THE SAME ELEVATION AS THE STATION.  IT IS 1 FOOT EAST OF
 JJ0627'A NORTH-SOUTH FENCE LINE AND 67 FEET WEST OF THE CENTER LINE
 JJ0627'OF THE HIGHWAY.
 JJ0627'
 JJ0627'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BM H12
 JJ0627'NO 2 1954 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JJ0627'WHICH PROJECTS ABOUT 5 INCHES ABOVE THE GROUND AND IS ABOUT
 JJ0627'THE SAME ELEVATION AS THE STATION.  IT IS 18 INCHES WEST
 JJ0627'OF A NORTH-SOUTH FENCE LINE AND 67 FEET EAST OF THE CENTER
 JJ0627'LINE OF THE HIGHWAY.
 JJ0627'
 JJ0627'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BM H12 1954 SET
 JJ0627'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 JJ0627'ABOUT 5 INCHES ABOVE THE GROUND.  IT IS 1 FOOT NORTH OF AN
 JJ0627'EAST-WEST FENCE LINE AND 28 FEET SOUTH OF THE CENTER LINE
 JJ0627'OF A DIRT ROAD.
 JJ0627'
 JJ0627'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST FOR 0.5
 JJ0627'MILE TO THE AZIMUTH MARK ON THE RIGHT, SOUTH SIDE.
 JJ0627'
 JJ0627'TO REACH THE STATION FROM THE COUNTY COURT HOUSE IN CHEYENNE
 JJ0627'WELLS, GO NORTH ON STATE HIGHWAY 51 FOR 4.2 MILES TO A CROSS
 JJ0627'ROAD, A WHITE WITNESS POST AND THE STATION.
 JJ0627
 JJ0627                          STATION RECOVERY (1966)
 JJ0627
 JJ0627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 JJ0627'THE STATION MARK, REFERENCE MARK NUMBER 1 AND REFERENCE
 JJ0627'MARK NUMBER 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.
 JJ0627'THE AZIMUTH MARK HAS BEEN DESTROYED.  A NEW DESCRIPTION TO
 JJ0627'REACH THE STATION FOLLOWS.
 JJ0627'
 JJ0627'TO REACH THE STATION FROM THE COUNTY COURT HOUSE IN CHEYENNE
 JJ0627'WELLS, GO NORTH ON U.S. HIGHWAY 385 FOR 4.2 MILES TO A CROSSROAD
 JJ0627'AND THE STATION ON THE LEFT.  THE 1954 ORIGINAL DESCRIPTION
 JJ0627'FOR THE DISTANCE AND THE DIRECTION ARE ADEQUATE.
 JJ0627'
 JJ0627'THE MARK WAS ESTABLISHED BY TRIANGULATION IN 1954 BY WALTER
 JJ0627'R HELM.
 JJ0627'
 JJ0627'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.2 MILES
 JJ0627'NORTH OF CHEYENNE WELLS.
 JJ0627
 JJ0627                          STATION RECOVERY (1966)
 JJ0627
 JJ0627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 JJ0627'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, WERE
 JJ0627'RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS
 JJ0627'FOUND DISPLACED.
 JJ0627'
 JJ0627'A NEW AZIMUTH MARK WAS SET.
 JJ0627'
 JJ0627'FOLLOWING IS A NEW DESCRIPTION.
 JJ0627'
 JJ0627'TO REACH THE STATION FROM THE COUNTY COURTHOUSE IN CHEYENNE
 JJ0627'WELLS, GO NORTH ON U.S. HIGHWAY 385 FOR 4.2 MILES TO A CROSSROAD
 JJ0627'AND THE STATION IN THE NORTHWEST ANGLE.
 JJ0627'
 JJ0627'THE STATION IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 JJ0627'BENCH MARK DISK STAMPED RESET H12 4321.015 1926, SET IN THE
 JJ0627'TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 JJ0627'OF THE GROUND.  IT IS 68 FEET WEST OF THE CENTERLINE OF U.S.
 JJ0627'HIGHWAY 385, 30 FEET NORTH OF THE CENTER OF A GRAVELED
 JJ0627'ROAD, 4 FEET EAST-NORTHEAST OF A CORNER FENCE POST, AND 1
 JJ0627'FOOT SOUTH OF A METAL WITNESS POST.
 JJ0627'
 JJ0627'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED B.M. H 12 NO. 1 1954,
 JJ0627'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS FLUSH
 JJ0627'WITH THE SURFACE OF THE GROUND.  IT IS 67 FEET WEST OF THE
 JJ0627'CENTERLINE OF U.S. HIGHWAY 385 AND 1 FOOT EAST OF A NORTH-SOUTH
 JJ0627'FENCE.
 JJ0627'
 JJ0627'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED B.M. H 12
 JJ0627'NO. 2 1954, IS SET IN THE TOP OF A SQUARE CONCRETE POST
 JJ0627'WHICH PROJECTS 3 INCHES.  IT 67 FEET EAST OF THE CENTERLINE
 JJ0627'OF U.S. HIGHWAY 385, 40 FEET NORTH OF THE CENTER OF A GRAVELED
 JJ0627'ROAD, AND 2 FEET WEST OF A FENCE.
 JJ0627'
 JJ0627'AZIMUTH MARK, A STANDARD DISK STAMPED B.M. H 12 1954 AZ.
 JJ0627'2 1966, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH
 JJ0627'PROJECTS 6 INCHES.  IT IS 32 FEET EAST OF THE CENTER OF A
 JJ0627'FIELD ENTRANCE, 21 FEET SOUTH OF THE CENTER OF A GRAVELED
 JJ0627'ROAD, AND 1 FOOT NORTH OF A METAL WITNESS.
 JJ0627'
 JJ0627'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST ON A
 JJ0627'GRAVELED ROAD FOR 0.5 MILE TO A FIELD ENTRANCE AND THE MARK
 JJ0627'ON THE RIGHT.
 JJ0627'
 JJ0627'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.2 MILES
 JJ0627'NORTH
 JJ0627
 JJ0627                          STATION RECOVERY (1969)
 JJ0627
 JJ0627'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (RVS)
 JJ0627'THIS STATION WAS OCCUPIED FOR VERTICAL TIE ONLY THUS REFERENCE
 JJ0627'MARK DIRECTIONS AND DISTANCES WERE NOT RECOVERED.
 JJ0627'
 JJ0627'THE DESCRIPTION GIVEN
 JJ0627'WAS VERIFIED AND REQUIRES NO ADDITIONS OR CORRECTIONS.
 JJ0627'
 JJ0627'STATION MARK IS A USC AND GS STANDARD DISK STAMPED RESET
 JJ0627'H12 4321.015 1926.
 JJ0627'
 JJ0627'REFERENCE MARK NO. 1 IS A USC AND GS STANDARD DISK STAMPED
 JJ0627'BM H12 NO. 1 1954.
 JJ0627'
 JJ0627'REFERENCE MARK NO. 2 IS A USC AND GS STANDARD DISK STAMPED
 JJ0627'BM H12 NO. 2 1954.
 JJ0627
 JJ0627                          STATION RECOVERY (1971)
 JJ0627
 JJ0627'RECOVERY NOTE BY US ENGINEERS 1971 (M)
 JJ0627'STATION, RM 1, RM 2, AND AZIMUTH MARK 2 ALL RECOVERED IN GOOD
 JJ0627'CONDITION.
 JJ0627'
 JJ0627'1966 ROUTE DESCRIPTION ADEQUATE.
 JJ0627
 JJ0627                          STATION RECOVERY (1977)
 JJ0627
 JJ0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 JJ0627'STATION MARK AND REFERENCE MARK NUMBER 1 WERE RECOVERED IN GOOD
 JJ0627'CONDITION.  REFERENCE MARK NUMBER 2 AND THE AZIMUTH MARK WERE FOUND
 JJ0627'BUT HAD BEEN DESTROYED.  A NEW REFERENCE MARK, NUMBER 3 AND AN
 JJ0627'AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 JJ0627'
 JJ0627'LOCATION OF AND ROUTE TO STATION WAS NOTED TO BE ADEQUATE.  THE
 JJ0627'NEW AZIMUTH MARK WAS SET ABOUT 3 FEET NORTH OF THE OLD ONE.
 JJ0627'
 JJ0627'STATION IS A STANDARD BENCH MARK DISK, STAMPED RESET H12 4321.015
 JJ0627'1926, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT ABOUT 2 INCHES
 JJ0627'BELOW THE GROUND SURFACE.  MARK IS 68 FEET WEST OF THE CENTER OF
 JJ0627'U.S. HIGHWAY 385, 30 FEET NORTH OF A NORTH-SOUTH GRAVELED ROAD, 8
 JJ0627'INCHES SOUTH OF A METAL WITNESS POST AND 3 FEET NORTHEAST OF A
 JJ0627'WOOD FENCE CORNER POST.
 JJ0627'
 JJ0627'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED BM H12
 JJ0627'NO 1 1954, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS
 JJ0627'FLUSH WITH THE GROUND.  MARK IS 67 FEET WEST OF THE CENTER OF U.S.
 JJ0627'HIGHWAY 385 AND 1 FOOT EAST OF THE NORTH-SOUTH FENCE LINE.
 JJ0627'
 JJ0627'REFERENCE MARK NUMBER 3 IS A STANDARD REFERENCE MARK DISK, STAMPED
 JJ0627'BM H12 NO 1954 NO 3 1977, SET IN THE TOP OF A ROUND CONCRETE
 JJ0627'MONUMENT PROJECTING ABOUT 4 INCHES.  MARK IS 60 FEET WEST OF THE
 JJ0627'CENTER OF U.S. HIGHWAY 385, 42 FEET SOUTH OF THE EAST-WEST
 JJ0627'GRAVELED ROAD, 30 FEET EAST-SOUTHEAST OF A METAL FENCE CORNER
 JJ0627'POST AND 1.8 FEET NORTH OF A METAL WITNESS POST.
 JJ0627'
 JJ0627'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED BM H12 1954
 JJ0627'1977, SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 1
 JJ0627'INCH.  MARK IS 19 FEET SOUTH OF THE APPROXIMATE CENTER OF AN
 JJ0627'EAST-WEST GRAVELED ROAD AND 3 FEET NORTH OF A METAL WITNESS POST.
 JJ0627'
 JJ0627'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.2 MILES NORTH
 JJ0627'OF CHEYENNE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0008 ***********************************************************************
 JJ0008  DESIGNATION -  H 12 RESET
 JJ0008  PID         -  JJ0008
 JJ0008  STATE/COUNTY-  CO/CHEYENNE
 JJ0008  USGS QUAD   -  CHEYENNE WELLS NE (1982)
 JJ0008
 JJ0008                         *CURRENT SURVEY CONTROL
 JJ0008  ___________________________________________________________________
 JJ0008* NAD 83(1986)-  38 53 04.     (N)    102 21 07.     (W)     SCALED    
 JJ0008* NAVD 88     -      1317.555  (meters)    4322.68   (feet)  ADJUSTED  
 JJ0008  ___________________________________________________________________
 JJ0008  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 JJ0008  DYNAMIC HT  -        1316.349 (meters)    4318.72  (feet)  COMP
 JJ0008  MODELED GRAV-     979,666.2   (mgal)                       NAVD 88
 JJ0008
 JJ0008  VERT ORDER  -  FIRST     CLASS II
 JJ0008
 JJ0008.The horizontal coordinates were scaled from a topographic map and have
 JJ0008.an estimated accuracy of +/- 6 seconds.
 JJ0008
 JJ0008.The orthometric height was determined by differential leveling
 JJ0008.and adjusted by the National Geodetic Survey in June 1991..
 JJ0008
 JJ0008.The geoid height was determined by GEOID03.
 JJ0008
 JJ0008.The dynamic height is computed by dividing the NAVD 88
 JJ0008.geopotential number by the normal gravity value computed on the
 JJ0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0008.degrees latitude (g = 980.6199 gals.).
 JJ0008
 JJ0008.The modeled gravity was interpolated from observed gravity values.
 JJ0008
 JJ0008;                    North         East    Units  Estimated Accuracy
 JJ0008;SPC CO C     -   426,210.    1,187,480.      MT  (+/- 180 meters Scaled)
 JJ0008
 JJ0008                          SUPERSEDED SURVEY CONTROL
 JJ0008
 JJ0008  NGVD 29 (??/??/92) 1317.028  (m)         4320.95   (f) ADJ UNCH    1 2
 JJ0008
 JJ0008.Superseded values are not recommended for survey control.
 JJ0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0008.See file dsdata.txt to determine how the superseded data were derived.
 JJ0008
 JJ0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD296072(NAD 83)
 JJ0008_MARKER: DB = BENCH MARK DISK
 JJ0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0008_STAMPING: 4321.015 H 12 1926 RESET
 JJ0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0008+STABILITY: SURFACE MOTION
 JJ0008
 JJ0008  HISTORY     - Date     Condition        Report By
 JJ0008  HISTORY     - 1939     MONUMENTED       CGS
 JJ0008  HISTORY     - 1954     GOOD             NGS
 JJ0008  HISTORY     - 1970     GOOD             LOCENG
 JJ0008
 JJ0008                          STATION DESCRIPTION
 JJ0008
 JJ0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JJ0008'4.4 MI N FROM CHEYENNE WELLS.
 JJ0008'4.4 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE COUNTY COURTHOUSE
 JJ0008'AT CHEYENNE WELLS, AT THE SOUTHEAST CORNER OF SECTION 29, T 13 S,
 JJ0008'R 44 W, 64 FEET NORTHWEST OF THE INTERSECTION OF AN EAST-AND-WEST
 JJ0008'SECTION-LINE ROAD, 60 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 JJ0008'12 FEET NORTHEAST OF A FENCE CORNER, 3 FEET EAST OF THE FENCE, 3 FEET
 JJ0008'SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.
 JJ0008'A STANDARD DISK, STAMPED 4321.015 H 12 1926 RESET AND SET IN THE
 JJ0008'TOP OF A CONCRETE POST.
 JJ0008
 JJ0008                          STATION RECOVERY (1970)
 JJ0008
 JJ0008'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 JJ0008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0142 ***********************************************************************
 KL0142  DESIGNATION -  H 13
 KL0142  PID         -  KL0142
 KL0142  STATE/COUNTY-  CO/SUMMIT
 KL0142  USGS QUAD   -  BRECKENRIDGE (1987)
 KL0142
 KL0142                         *CURRENT SURVEY CONTROL
 KL0142  ___________________________________________________________________
 KL0142* NAD 83(1986)-  39 28 54.     (N)    106 02 33.     (W)     SCALED    
 KL0142* NAVD 88     -      2928.457  (meters)    9607.78   (feet)  ADJUSTED  
 KL0142  ___________________________________________________________________
 KL0142  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 KL0142  DYNAMIC HT  -        2924.656 (meters)    9595.31  (feet)  COMP
 KL0142  MODELED GRAV-     979,222.9   (mgal)                       NAVD 88
 KL0142
 KL0142  VERT ORDER  -  FIRST     CLASS II
 KL0142
 KL0142.The horizontal coordinates were scaled from a topographic map and have
 KL0142.an estimated accuracy of +/- 6 seconds.
 KL0142
 KL0142.The orthometric height was determined by differential leveling
 KL0142.and adjusted by the National Geodetic Survey in June 1991..
 KL0142
 KL0142.The geoid height was determined by GEOID03.
 KL0142
 KL0142.The dynamic height is computed by dividing the NAVD 88
 KL0142.geopotential number by the normal gravity value computed on the
 KL0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0142.degrees latitude (g = 980.6199 gals.).
 KL0142
 KL0142.The modeled gravity was interpolated from observed gravity values.
 KL0142
 KL0142;                    North         East    Units  Estimated Accuracy
 KL0142;SPC CO C     -   487,920.      867,730.      MT  (+/- 180 meters Scaled)
 KL0142
 KL0142                          SUPERSEDED SURVEY CONTROL
 KL0142
 KL0142  NGVD 29 (??/??/92) 2926.680  (m)         9601.95   (f) ADJ UNCH    1 2
 KL0142
 KL0142.Superseded values are not recommended for survey control.
 KL0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0142.See file dsdata.txt to determine how the superseded data were derived.
 KL0142
 KL0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD103707(NAD 83)
 KL0142_MARKER: DD = SURVEY DISK
 KL0142_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KL0142_SP_SET: BUILDING WALL
 KL0142_STAMPING: H 13 1927
 KL0142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KL0142+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2005
 KL0142
 KL0142  HISTORY     - Date     Condition        Report By
 KL0142  HISTORY     - 1927     MONUMENTED       USGS
 KL0142  HISTORY     - 1951     GOOD             NGS
 KL0142  HISTORY     - 20050926 GOOD             USPSQD
 KL0142
 KL0142                          STATION DESCRIPTION
 KL0142
 KL0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KL0142'IN BRECKENRIDGE.
 KL0142'AT BRECKENRIDGE, SET VERTICALLY IN THE EAST WALL OF THE SUPERIOR
 KL0142'STANDARD SCHOOL, 1.1 FEET ABOVE THE GROUND, 18 FEET SOUTH OF THE SOUTH
 KL0142'EDGE OF THE MOST NORTHERLY ONE OF TWO ENTRANCES.
 KL0142
 KL0142                          STATION RECOVERY (2005)
 KL0142
 KL0142'RECOVERY NOTE BY US POWER SQUADRON 2005 (EDS)
 KL0142'BUILDING IS NOW COLORADO MOUNTAIN COLLEGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0068 ***********************************************************************
 KJ0068  DESIGNATION -  H 13
 KJ0068  PID         -  KJ0068
 KJ0068  STATE/COUNTY-  CO/KIT CARSON
 KJ0068  USGS QUAD   -  BURLINGTON NE (1969)
 KJ0068
 KJ0068                         *CURRENT SURVEY CONTROL
 KJ0068  ___________________________________________________________________
 KJ0068* NAD 83(1986)-  39 28 40.     (N)    102 15 33.     (W)     SCALED    
 KJ0068* NAVD 88     -      1194.992  (meters)    3920.57   (feet)  ADJUSTED  
 KJ0068  ___________________________________________________________________
 KJ0068  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 KJ0068  DYNAMIC HT  -        1193.998 (meters)    3917.31  (feet)  COMP
 KJ0068  MODELED GRAV-     979,753.5   (mgal)                       NAVD 88
 KJ0068
 KJ0068  VERT ORDER  -  FIRST     CLASS II
 KJ0068
 KJ0068.The horizontal coordinates were scaled from a topographic map and have
 KJ0068.an estimated accuracy of +/- 6 seconds.
 KJ0068
 KJ0068.The orthometric height was determined by differential leveling
 KJ0068.and adjusted by the National Geodetic Survey in June 1991..
 KJ0068
 KJ0068.The geoid height was determined by GEOID03.
 KJ0068
 KJ0068.The dynamic height is computed by dividing the NAVD 88
 KJ0068.geopotential number by the normal gravity value computed on the
 KJ0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0068.degrees latitude (g = 980.6199 gals.).
 KJ0068
 KJ0068.The modeled gravity was interpolated from observed gravity values.
 KJ0068
 KJ0068;                    North         East    Units  Estimated Accuracy
 KJ0068;SPC CO C     -   492,320.    1,193,180.      MT  (+/- 180 meters Scaled)
 KJ0068
 KJ0068                          SUPERSEDED SURVEY CONTROL
 KJ0068
 KJ0068  NGVD 29 (??/??/92) 1194.495  (m)         3918.94   (f) ADJ UNCH    1 2
 KJ0068
 KJ0068.Superseded values are not recommended for survey control.
 KJ0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0068.See file dsdata.txt to determine how the superseded data were derived.
 KJ0068
 KJ0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD357733(NAD 83)
 KJ0068_MARKER: DB = BENCH MARK DISK
 KJ0068_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KJ0068_SP_SET: BRIDGE
 KJ0068_STAMPING: 3918.939 H 13 1926
 KJ0068_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KJ0068
 KJ0068  HISTORY     - Date     Condition        Report By
 KJ0068  HISTORY     - 1926     MONUMENTED       CGS
 KJ0068  HISTORY     - 1949     GOOD             NGS
 KJ0068  HISTORY     - 1961     MARK NOT FOUND   LOCSUR
 KJ0068
 KJ0068                          STATION DESCRIPTION
 KJ0068
 KJ0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 KJ0068'12.6 MI N FROM BURLINGTON.
 KJ0068'12.6 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE COUNTY COURTHOUSE
 KJ0068'AT BURLINGTON, 0.2 MILE NORTH OF A ROAD INTERSECTION, 123 FEET
 KJ0068'NORTH OF THE JUNCTION OF A FARM ROAD LEADING EAST, IN THE
 KJ0068'SOUTHWEST CORNER OF A CONCRETE HIGHWAY BRIDGE, 0.2 FOOT NORTHEAST
 KJ0068'OF THE WINGWALL GUARDRAIL POST, 9.3 FEET WEST OF THE CENTERLINE OF
 KJ0068'THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 KJ0068'3918.939 H 13 1926.
 KJ0068
 KJ0068                          STATION RECOVERY (1961)
 KJ0068
 KJ0068'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1961
 KJ0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0017 ***********************************************************************
 LM0017  DESIGNATION -  H 131
 LM0017  PID         -  LM0017
 LM0017  STATE/COUNTY-  CO/JACKSON
 LM0017  USGS QUAD   -  NORTHGATE (1950)
 LM0017
 LM0017                         *CURRENT SURVEY CONTROL
 LM0017  ___________________________________________________________________
 LM0017* NAD 83(1986)-  40 53 09.     (N)    106 17 39.     (W)     SCALED    
 LM0017* NAVD 88     -      2414.982  (meters)    7923.15   (feet)  ADJUSTED  
 LM0017  ___________________________________________________________________
 LM0017  GEOID HEIGHT-         -11.53  (meters)                     GEOID03
 LM0017  DYNAMIC HT  -        2412.538 (meters)    7915.14  (feet)  COMP
 LM0017  MODELED GRAV-     979,525.0   (mgal)                       NAVD 88
 LM0017
 LM0017  VERT ORDER  -  FIRST     CLASS II
 LM0017
 LM0017.The horizontal coordinates were scaled from a topographic map and have
 LM0017.an estimated accuracy of +/- 6 seconds.
 LM0017
 LM0017.The orthometric height was determined by differential leveling
 LM0017.and adjusted by the National Geodetic Survey in June 1991..
 LM0017
 LM0017.The geoid height was determined by GEOID03.
 LM0017
 LM0017.The dynamic height is computed by dividing the NAVD 88
 LM0017.geopotential number by the normal gravity value computed on the
 LM0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0017.degrees latitude (g = 980.6199 gals.).
 LM0017
 LM0017.The modeled gravity was interpolated from observed gravity values.
 LM0017
 LM0017;                    North         East    Units  Estimated Accuracy
 LM0017;SPC CO N     -   477,480.      847,470.      MT  (+/- 180 meters Scaled)
 LM0017
 LM0017                          SUPERSEDED SURVEY CONTROL
 LM0017
 LM0017  NGVD 29 (??/??/92) 2413.650  (m)         7918.78   (f) ADJ UNCH    1 2
 LM0017
 LM0017.Superseded values are not recommended for survey control.
 LM0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0017.See file dsdata.txt to determine how the superseded data were derived.
 LM0017
 LM0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF909268(NAD 83)
 LM0017_MARKER: DB = BENCH MARK DISK
 LM0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0017_STAMPING: H 131 1934
 LM0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0017+STABILITY: SURFACE MOTION
 LM0017
 LM0017  HISTORY     - Date     Condition        Report By
 LM0017  HISTORY     - 1934     MONUMENTED       CGS
 LM0017  HISTORY     - 1956     GOOD             NGS
 LM0017
 LM0017                          STATION DESCRIPTION
 LM0017
 LM0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LM0017'5.9 MI S FROM KINGS CANYON.
 LM0017'5.8 MILES SOUTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 LM0017'RAILROAD FROM THE STATION SIGN AT KINGS CANYON, AT THE EAST END OF THE
 LM0017'SIDING AT NORTHGATE, 0.4 MILE EAST OF THE CROSSING OF STATE HIGHWAY
 LM0017'125, 124 FEET NORTHWEST OF THE NORTHWEST CORNER OF A SECTION FOREMANS
 LM0017'HOUSE, 53 FEET NORTHEAST OF THE CENTER OF THE CROSSING OF OLD STATE
 LM0017'HIGHWAY 125, 39.3 FEET NORTH OF THE NORTH RAIL, 2.7 FEET EAST OF A
 LM0017'FENCE, 1.9 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 LM0017'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, IN THE NORTHWEST 1/4 OF
 LM0017'SECTION 32, TOWNSHIP 11 NORTH, RANGE 79 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0319 ***********************************************************************
 LM0319  DESIGNATION -  H 132
 LM0319  PID         -  LM0319
 LM0319  STATE/COUNTY-  CO/ROUTT
 LM0319  USGS QUAD   -  CLARK (1962)
 LM0319
 LM0319                         *CURRENT SURVEY CONTROL
 LM0319  ___________________________________________________________________
 LM0319* NAD 83(1986)-  40 42 56.     (N)    106 54 58.     (W)     SCALED    
 LM0319* NAVD 88     -      2221.668  (meters)    7288.92   (feet)  ADJUSTED  
 LM0319  ___________________________________________________________________
 LM0319  GEOID HEIGHT-         -12.20  (meters)                     GEOID03
 LM0319  DYNAMIC HT  -        2219.453 (meters)    7281.66  (feet)  COMP
 LM0319  MODELED GRAV-     979,548.2   (mgal)                       NAVD 88
 LM0319
 LM0319  VERT ORDER  -  SECOND    CLASS 0
 LM0319
 LM0319.The horizontal coordinates were scaled from a topographic map and have
 LM0319.an estimated accuracy of +/- 6 seconds.
 LM0319
 LM0319.The orthometric height was determined by differential leveling
 LM0319.and adjusted by the National Geodetic Survey in June 1991..
 LM0319
 LM0319.The geoid height was determined by GEOID03.
 LM0319
 LM0319.The dynamic height is computed by dividing the NAVD 88
 LM0319.geopotential number by the normal gravity value computed on the
 LM0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0319.degrees latitude (g = 980.6199 gals.).
 LM0319
 LM0319.The modeled gravity was interpolated from observed gravity values.
 LM0319
 LM0319;                    North         East    Units  Estimated Accuracy
 LM0319;SPC CO N     -   459,230.      794,750.      MT  (+/- 180 meters Scaled)
 LM0319
 LM0319                          SUPERSEDED SURVEY CONTROL
 LM0319
 LM0319  NGVD 29 (??/??/92) 2220.345  (m)         7284.58   (f) ADJ UNCH    2 0
 LM0319
 LM0319.Superseded values are not recommended for survey control.
 LM0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0319.See file dsdata.txt to determine how the superseded data were derived.
 LM0319
 LM0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF381089(NAD 83)
 LM0319_MARKER: DB = BENCH MARK DISK
 LM0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0319_STAMPING: H 132 1934
 LM0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0319+STABILITY: SURFACE MOTION
 LM0319
 LM0319  HISTORY     - Date     Condition        Report By
 LM0319  HISTORY     - 1934     MONUMENTED       CGS
 LM0319  HISTORY     - 1959     MARK NOT FOUND   NGS
 LM0319
 LM0319                          STATION DESCRIPTION
 LM0319
 LM0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LM0319'IN CLARK.
 LM0319'AT CLARK, ROUTT COUNTY, 420 FEET SOUTH OF THE POST OFFICE LOCATED IN
 LM0319'THE JIM SEERS STORE IN 1934, 105 FEET SOUTH OF THE SOUTH RIM OF THE
 LM0319'ELK RIVER VALLEY, AND 37 FEET WEST OF THE CENTERLINE OF THE HIGHWAY. A
 LM0319'STANDARD DISK, STAMPED H 132 1934 AND SET IN THE TOP OF A CONCRETE
 LM0319'POST.  NOTE-- BM WOULD BE UNDER PRESENT CENTERLINE OF ROAD.  ROAD WAS
 LM0319'WIDENED AND LOWERED MOVED APPRX.  40 TO 50 FEET WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0148 ***********************************************************************
 LM0148  DESIGNATION -  H 133
 LM0148  PID         -  LM0148
 LM0148  STATE/COUNTY-  CO/GRAND
 LM0148  USGS QUAD   -  RADIAL MOUNTAIN (1956)
 LM0148
 LM0148                         *CURRENT SURVEY CONTROL
 LM0148  ___________________________________________________________________
 LM0148* NAD 83(1986)-  40 20 25.     (N)    106 05 00.     (W)     SCALED    
 LM0148* NAVD 88     -      2820.503  (meters)    9253.60   (feet)  ADJUSTED  
 LM0148  ___________________________________________________________________
 LM0148  GEOID HEIGHT-         -11.97  (meters)                     GEOID03
 LM0148  DYNAMIC HT  -        2817.264 (meters)    9242.97  (feet)  COMP
 LM0148  MODELED GRAV-     979,374.1   (mgal)                       NAVD 88
 LM0148
 LM0148  VERT ORDER  -  FIRST     CLASS II
 LM0148
 LM0148.The horizontal coordinates were scaled from a topographic map and have
 LM0148.an estimated accuracy of +/- 6 seconds.
 LM0148
 LM0148.The orthometric height was determined by differential leveling
 LM0148.and adjusted by the National Geodetic Survey in June 1991..
 LM0148
 LM0148.The geoid height was determined by GEOID03.
 LM0148
 LM0148.The dynamic height is computed by dividing the NAVD 88
 LM0148.geopotential number by the normal gravity value computed on the
 LM0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0148.degrees latitude (g = 980.6199 gals.).
 LM0148
 LM0148.The modeled gravity was interpolated from observed gravity values.
 LM0148
 LM0148;                    North         East    Units  Estimated Accuracy
 LM0148;SPC CO N     -   416,770.      864,840.      MT  (+/- 180 meters Scaled)
 LM0148
 LM0148                          SUPERSEDED SURVEY CONTROL
 LM0148
 LM0148  NGVD 29 (??/??/92) 2818.963  (m)         9248.55   (f) ADJ UNCH    1 2
 LM0148
 LM0148.Superseded values are not recommended for survey control.
 LM0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0148.See file dsdata.txt to determine how the superseded data were derived.
 LM0148
 LM0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE079660(NAD 83)
 LM0148_MARKER: DB = BENCH MARK DISK
 LM0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0148_STAMPING: H 133 1934
 LM0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0148+STABILITY: SURFACE MOTION
 LM0148
 LM0148  HISTORY     - Date     Condition        Report By
 LM0148  HISTORY     - 1934     MONUMENTED       CGS
 LM0148  HISTORY     - 1954     GOOD             NGS
 LM0148
 LM0148                          STATION DESCRIPTION
 LM0148
 LM0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LM0148'11.85 MI SE FROM RAND.
 LM0148'11.85 MILES SOUTHEAST ALONG STATE HIGHWAY 125 FROM THE POST OFFICE AT
 LM0148'RAND, 1.65 MILES SOUTH OF WILLOW CREEK PASS, 37 FEET NORTH OF THE
 LM0148'CENTER LINE OF THE HIGHWAY, 1.2 FEET SOUTH OF A WITNESS POST, 24 FEET
 LM0148'EAST OF HIGHWAY MARKER 80, SET IN THE TOP OF A CONCRETE POST WHICH
 LM0148'PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0895 ***********************************************************************
 LL0895  DESIGNATION -  H 134
 LL0895  PID         -  LL0895
 LL0895  STATE/COUNTY-  CO/JACKSON
 LL0895  USGS QUAD   -  CLARK PEAK (1977)
 LL0895
 LL0895                         *CURRENT SURVEY CONTROL
 LL0895  ___________________________________________________________________
 LL0895* NAD 83(1986)-  40 30 12.     (N)    105 56 01.     (W)     SCALED    
 LL0895* NAVD 88     -      2872.032  (meters)    9422.66   (feet)  ADJUSTED  
 LL0895  ___________________________________________________________________
 LL0895  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 LL0895  DYNAMIC HT  -        2868.794 (meters)    9412.03  (feet)  COMP
 LL0895  MODELED GRAV-     979,392.6   (mgal)                       NAVD 88
 LL0895
 LL0895  VERT ORDER  -  SECOND    CLASS 0
 LL0895
 LL0895.The horizontal coordinates were scaled from a topographic map and have
 LL0895.an estimated accuracy of +/- 6 seconds.
 LL0895
 LL0895.The orthometric height was determined by differential leveling
 LL0895.and adjusted by the National Geodetic Survey in June 1991..
 LL0895
 LL0895.The geoid height was determined by GEOID03.
 LL0895
 LL0895.The dynamic height is computed by dividing the NAVD 88
 LL0895.geopotential number by the normal gravity value computed on the
 LL0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0895.degrees latitude (g = 980.6199 gals.).
 LL0895
 LL0895.The modeled gravity was interpolated from observed gravity values.
 LL0895
 LL0895;                    North         East    Units  Estimated Accuracy
 LL0895;SPC CO N     -   434,800.      877,650.      MT  (+/- 180 meters Scaled)
 LL0895
 LL0895                          SUPERSEDED SURVEY CONTROL
 LL0895
 LL0895  NGVD 29 (??/??/92) 2870.508  (m)         9417.66   (f) ADJ UNCH    2 0
 LL0895
 LL0895.Superseded values are not recommended for survey control.
 LL0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0895.See file dsdata.txt to determine how the superseded data were derived.
 LL0895
 LL0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE208840(NAD 83)
 LL0895_MARKER: DB = BENCH MARK DISK
 LL0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0895_STAMPING: H 134 1934
 LL0895_MARK LOGO: CGS   
 LL0895_MAGNETIC: N = NO MAGNETIC MATERIAL
 LL0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0895+STABILITY: SURFACE MOTION
 LL0895
 LL0895  HISTORY     - Date     Condition        Report By
 LL0895  HISTORY     - 1934     MONUMENTED       CGS
 LL0895  HISTORY     - 1968     GOOD             NGS
 LL0895  HISTORY     - 19751101 GOOD             LOCENG
 LL0895
 LL0895                          STATION DESCRIPTION
 LL0895
 LL0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0895'11.5 MI S FROM CHAMBERS LAKE.
 LL0895'11.5 MILES SOUTH OF, ALONG HWY. 14, IN THE CENTER OF SMALL V
 LL0895'FORMED BY THE JUNCTION OF MONA-MURL LODGE ROAD WITH HIGHWAY, 90 FEET
 LL0895'SOUTHWEST OF CULVERT, 55 FEET SOUTH OF 4-FOOT CAIRN AROUND FOREST
 LL0895'SIGN SOMKERS CAUSE FIRE, 27 FEET SOUTH OF CENTELINE OF HIGHWAY AND
 LL0895'DIRECTLY BENEATH MONA-MURL LODGE SIGN.  TABLET SET IN PRECAST
 LL0895'CONCRETE POST.
 LL0895
 LL0895                          STATION RECOVERY (1968)
 LL0895
 LL0895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LL0895'RECOVERED IN GOOD CONDITION.
 LL0895
 LL0895                          STATION RECOVERY (1975)
 LL0895
 LL0895'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (DF)
 LL0895'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3636 ***********************************************************************
 AA3636  DESIGNATION -  H 134 RESET
 AA3636  PID         -  AA3636
 AA3636  STATE/COUNTY-  CO/JACKSON
 AA3636  USGS QUAD   -  CLARK PEAK (1977)
 AA3636
 AA3636                         *CURRENT SURVEY CONTROL
 AA3636  ___________________________________________________________________
 AA3636* NAD 83(1986)-  40 30 11.     (N)    105 56 03.     (W)     SCALED    
 AA3636* NAVD 88     -      2870.36   (+/-2cm)    9417.2    (feet)  VERTCON   
 AA3636  ___________________________________________________________________
 AA3636  GEOID HEIGHT-         -11.45  (meters)                     GEOID03
 AA3636
 AA3636  VERT ORDER  -  THIRD (See Below)
 AA3636
 AA3636.The horizontal coordinates were scaled from a topographic map and have
 AA3636.an estimated accuracy of +/- 6 seconds.
 AA3636
 AA3636.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3636.The vertical order pertains to the NGVD 29 superseded value.
 AA3636
 AA3636.The geoid height was determined by GEOID03.
 AA3636
 AA3636;                    North         East    Units  Estimated Accuracy
 AA3636;SPC CO N     -   434,770.      877,600.      MT  (+/- 180 meters Scaled)
 AA3636
 AA3636                          SUPERSEDED SURVEY CONTROL
 AA3636
 AA3636  NGVD 29 (03/28/06) 2868.83   (m)         9412.2    (f) RESET       3  
 AA3636
 AA3636.Superseded values are not recommended for survey control.
 AA3636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3636.See file dsdata.txt to determine how the superseded data were derived.
 AA3636
 AA3636_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE208840(NAD 83)
 AA3636_MARKER: DV = VERTICAL CONTROL DISK
 AA3636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3636_STAMPING: H 134 RESET 1974
 AA3636_MARK LOGO: NGS   
 AA3636_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3636+STABILITY: SURFACE MOTION
 AA3636
 AA3636  HISTORY     - Date     Condition        Report By
 AA3636  HISTORY     - 1974     MONUMENTED       LOCENG
 AA3636  HISTORY     - 19970405 MARK NOT FOUND   NGS
 AA3636
 AA3636                          STATION DESCRIPTION
 AA3636
 AA3636'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (DF)
 AA3636'11.5 MILES (18.5 KM) SOUTH ALONG STATE HIGHWAY 14 FROM THE ROAD
 AA3636'JUNCTION IN CHAMBERS LAKE, ACROSS FROM JUNCTION WITH THE ROAD LEADING
 AA3636'TO THE M BAR M LODGE, NORTHWEST CORNER OF INLET BASIN, ABOUT 26 FEET
 AA3636'(7.9 M) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 AA3636
 AA3636                          STATION RECOVERY (1997)
 AA3636
 AA3636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AA3636'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0399 ***********************************************************************
 LL0399  DESIGNATION -  H 136
 LL0399  PID         -  LL0399
 LL0399  STATE/COUNTY-  CO/LARIMER
 LL0399  USGS QUAD   -  FORT COLLINS (1984)
 LL0399
 LL0399                         *CURRENT SURVEY CONTROL
 LL0399  ___________________________________________________________________
 LL0399* NAD 83(1986)-  40 32 30.     (N)    105 00 03.     (W)     SCALED    
 LL0399* NAVD 88     -      1482.351  (meters)    4863.35   (feet)  ADJUSTED  
 LL0399  ___________________________________________________________________
 LL0399  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 LL0399  DYNAMIC HT  -        1481.096 (meters)    4859.23  (feet)  COMP
 LL0399  MODELED GRAV-     979,726.6   (mgal)                       NAVD 88
 LL0399
 LL0399  VERT ORDER  -  SECOND    CLASS 0
 LL0399
 LL0399.The horizontal coordinates were scaled from a topographic map and have
 LL0399.an estimated accuracy of +/- 6 seconds.
 LL0399
 LL0399.The orthometric height was determined by differential leveling
 LL0399.and adjusted by the National Geodetic Survey in June 1991..
 LL0399
 LL0399.The geoid height was determined by GEOID03.
 LL0399
 LL0399.The dynamic height is computed by dividing the NAVD 88
 LL0399.geopotential number by the normal gravity value computed on the
 LL0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0399.degrees latitude (g = 980.6199 gals.).
 LL0399
 LL0399.The modeled gravity was interpolated from observed gravity values.
 LL0399
 LL0399;                    North         East    Units  Estimated Accuracy
 LL0399;SPC CO N     -   439,080.      956,690.      MT  (+/- 180 meters Scaled)
 LL0399
 LL0399                          SUPERSEDED SURVEY CONTROL
 LL0399
 LL0399  NGVD 29 (??/??/92) 1481.394  (m)         4860.21   (f) ADJ UNCH    2 0
 LL0399
 LL0399.Superseded values are not recommended for survey control.
 LL0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0399.See file dsdata.txt to determine how the superseded data were derived.
 LL0399
 LL0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE999878(NAD 83)
 LL0399_MARKER: DB = BENCH MARK DISK
 LL0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0399_SP_SET: CONCRETE POST
 LL0399_STAMPING: H 136 1934
 LL0399_MARK LOGO: CGS   
 LL0399_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0399+STABILITY: SURFACE MOTION
 LL0399
 LL0399  HISTORY     - Date     Condition        Report By
 LL0399  HISTORY     - 1934     MONUMENTED       CGS
 LL0399  HISTORY     - 1954     GOOD             NGS
 LL0399  HISTORY     - 1954     GOOD             NGS
 LL0399  HISTORY     - 1984     GOOD             NGS
 LL0399  HISTORY     - 19881201 GOOD             CODH
 LL0399  HISTORY     - 20020206 POOR             WSSUR
 LL0399
 LL0399                          STATION DESCRIPTION
 LL0399
 LL0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LL0399'5.6 MI SE FROM FORT COLLINS.
 LL0399'5.6 MILES SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD
 LL0399'FROM THE STATION AT FORT COLLINS, 0.2 MILE NORTHWEST OF THE
 LL0399'NORTHWEST END OF A BRIDGE OVER THE POUDRE RIVER, 3 POLES NORTHWEST
 LL0399'OF MILEPOST 80, 200 FEET SOUTHEAST OF A PIPE CULVERT, 42 FEET
 LL0399'SOUTHWEST OF THE SOUTHWEST RAIL, 8 FEET SOUTHEAST OF A TELEPHONE
 LL0399'POLE, 6 FEET NORTHEAST OF A FENCE, 1.5 FEET NORTHEAST OF A
 LL0399'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LL0399'0.3 FOOT ABOVE THE GROUND.
 LL0399
 LL0399                          STATION RECOVERY (1954)
 LL0399
 LL0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 LL0399'RECOVERED IN GOOD CONDITION.
 LL0399
 LL0399                          STATION RECOVERY (1984)
 LL0399
 LL0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0399'THE TOP OF THE MONUMENT HAS SOME CONCRETE FLACKING OFF OF IT.
 LL0399
 LL0399                          STATION RECOVERY (1988)
 LL0399
 LL0399'RECOVERY NOTE BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1988
 LL0399'THE SIGN 1-MILE TO CUTHBERTSON AND THE ROW OF POLES HAS BEEN REMOVED
 LL0399'ON THAT SIDE OF THE TRACKS.  THE CONCRETE POST PROJECTS ABOUT 6 IN
 LL0399'ABOVE GOUND.
 LL0399
 LL0399                          STATION RECOVERY (2002)
 LL0399
 LL0399'RECOVERY NOTE BY WESTERN STATES SURVEYING INCORPORATED 2002 (SB)
 LL0399'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0540 ***********************************************************************
 LL0540  DESIGNATION -  H 137 RESET
 LL0540  PID         -  LL0540
 LL0540  STATE/COUNTY-  CO/LARIMER
 LL0540  USGS QUAD   -  LIVERMORE (1978)
 LL0540
 LL0540                         *CURRENT SURVEY CONTROL
 LL0540  ___________________________________________________________________
 LL0540* NAD 83(1986)-  40 49 34.     (N)    105 14 33.     (W)     SCALED    
 LL0540* NAVD 88     -      1814.96   (meters)    5954.6    (feet)  RESET     
 LL0540  ___________________________________________________________________
 LL0540  GEOID HEIGHT-         -14.15  (meters)                     GEOID03
 LL0540
 LL0540  VERT ORDER  -  THIRD
 LL0540
 LL0540.The horizontal coordinates were scaled from a topographic map and have
 LL0540.an estimated accuracy of +/- 6 seconds.
 LL0540
 LL0540.The orthometric height was computed from unverified reset data.
 LL0540
 LL0540.The geoid height was determined by GEOID03.
 LL0540
 LL0540;                    North         East    Units  Estimated Accuracy
 LL0540;SPC CO N     -   470,580.      936,120.      MT  (+/- 180 meters Scaled)
 LL0540
 LL0540                          SUPERSEDED SURVEY CONTROL
 LL0540
 LL0540.No superseded survey control is available for this station.
 LL0540
 LL0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF795194(NAD 83)
 LL0540_MARKER: DB = BENCH MARK DISK
 LL0540_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LL0540_SP_SET: BRIDGE
 LL0540_STAMPING: H 137 RESET 1963
 LL0540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0540
 LL0540  HISTORY     - Date     Condition        Report By
 LL0540  HISTORY     - 1963     MONUMENTED       CODH
 LL0540
 LL0540                          STATION DESCRIPTION
 LL0540
 LL0540'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1963
 LL0540'2.8 MI N FROM THE FORKS.
 LL0540'2.8 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE
 LL0540'AT THE FORKS HOTEL, 17 FEET SOUTHWEST OF THE CENTERLINE OF THE
 LL0540'HIGHWAY, SET 6 INCHES FROM THE OUTSIDE EDGE OF THE CURB, 6
 LL0540'FEET SOUTH OF THE NORTHWEST CORNER OF A CONCRETE SLAB AND GIRDER
 LL0540'BRIDGE A-16-C OVER STONEWALL CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0179 ***********************************************************************
 LM0179  DESIGNATION -  H 138
 LM0179  PID         -  LM0179
 LM0179  STATE/COUNTY-  CO/GRAND
 LM0179  USGS QUAD   -  KREMMLING (1981)
 LM0179
 LM0179                         *CURRENT SURVEY CONTROL
 LM0179  ___________________________________________________________________
 LM0179* NAD 83(1986)-  40 01 19.     (N)    106 27 44.     (W)     SCALED    
 LM0179* NAVD 88     -      2214.151  (meters)    7264.26   (feet)  ADJUSTED  
 LM0179  ___________________________________________________________________
 LM0179  GEOID HEIGHT-         -12.64  (meters)                     GEOID03
 LM0179  DYNAMIC HT  -        2211.679 (meters)    7256.15  (feet)  COMP
 LM0179  MODELED GRAV-     979,431.4   (mgal)                       NAVD 88
 LM0179
 LM0179  VERT ORDER  -  SECOND    CLASS 0
 LM0179
 LM0179.The horizontal coordinates were scaled from a topographic map and have
 LM0179.an estimated accuracy of +/- 6 seconds.
 LM0179
 LM0179.The orthometric height was determined by differential leveling
 LM0179.and adjusted by the National Geodetic Survey in June 1991..
 LM0179
 LM0179.The geoid height was determined by GEOID03.
 LM0179
 LM0179.The dynamic height is computed by dividing the NAVD 88
 LM0179.geopotential number by the normal gravity value computed on the
 LM0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0179.degrees latitude (g = 980.6199 gals.).
 LM0179
 LM0179.The modeled gravity was interpolated from observed gravity values.
 LM0179
 LM0179;                    North         East    Units  Estimated Accuracy
 LM0179;SPC CO N     -   381,700.      832,270.      MT  (+/- 180 meters Scaled)
 LM0179
 LM0179                          SUPERSEDED SURVEY CONTROL
 LM0179
 LM0179  NGVD 29 (??/??/92) 2212.722  (m)         7259.57   (f) ADJ UNCH    2 0
 LM0179
 LM0179.Superseded values are not recommended for survey control.
 LM0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0179.See file dsdata.txt to determine how the superseded data were derived.
 LM0179
 LM0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE752312(NAD 83)
 LM0179_MARKER: DB = BENCH MARK DISK
 LM0179_SETTING: 66 = SET IN ROCK OUTCROP
 LM0179_SP_SET: ROCK LEDGE
 LM0179_STAMPING: H 138 1934
 LM0179_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LM0179+STABILITY: POSITION/ELEVATION WELL
 LM0179
 LM0179  HISTORY     - Date     Condition        Report By
 LM0179  HISTORY     - 1934     MONUMENTED       CGS
 LM0179  HISTORY     - 1955     MARK NOT FOUND   USGS
 LM0179  HISTORY     - 1976     MARK NOT FOUND   USGS
 LM0179
 LM0179                          STATION DESCRIPTION
 LM0179
 LM0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LM0179'3.3 MI NE FROM AZURE.
 LM0179'3.3 MILES NORTHEAST ALONG THE DENVER AND SALT LAKE RAILWAY FROM THE
 LM0179'STATION AT AZURE, GRAND COUNTY, 265 FEET SOUTHWEST OF MILEPOST 108, IN
 LM0179'THE TOP OF A 50 FOOT LEDGE ROCK FORMING THE RIVER BANK, 18 FEET
 LM0179'SOUTHEAST OF THE CENTERLINE OF THE TRACK, 8 FEET WEST OF THE MOST
 LM0179'SOUTHEASTERLY PROJECTION OF ROCK POINT PROJECTING OUT INTO THE RIVER,
 LM0179'3 FEET SOUTHWEST OF RAILWAY TELEPHONE 9, 5 FEET SOUTHWEST OF THE
 LM0179'NORTHWEST IRON TELEPHONE LINE SUPPORT, 3 FEET NORTHWEST OF THE EDGE OF
 LM0179'THE ROCK, AND 1 FOOT LOWER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 LM0179'STAMPED H 138 1934.
 LM0179
 LM0179                          STATION RECOVERY (1955)
 LM0179
 LM0179'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 LM0179'MARK NOT FOUND.
 LM0179
 LM0179                          STATION RECOVERY (1976)
 LM0179
 LM0179'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LM0179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0809 ***********************************************************************
 LL0809  DESIGNATION -  H 139
 LL0809  PID         -  LL0809
 LL0809  STATE/COUNTY-  CO/GRAND
 LL0809  USGS QUAD   -  GRANBY (1978)
 LL0809
 LL0809                         *CURRENT SURVEY CONTROL
 LL0809  ___________________________________________________________________
 LL0809* NAD 83(1986)-  40 03 37.     (N)    105 52 41.     (W)     SCALED    
 LL0809* NAVD 88     -      2469.192  (meters)    8101.01   (feet)  ADJUSTED  
 LL0809  ___________________________________________________________________
 LL0809  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 LL0809  DYNAMIC HT  -        2466.459 (meters)    8092.04  (feet)  COMP
 LL0809  MODELED GRAV-     979,429.8   (mgal)                       NAVD 88
 LL0809
 LL0809  VERT ORDER  -  FIRST     CLASS II
 LL0809
 LL0809.The horizontal coordinates were scaled from a topographic map and have
 LL0809.an estimated accuracy of +/- 6 seconds.
 LL0809
 LL0809.The orthometric height was determined by differential leveling
 LL0809.and adjusted by the National Geodetic Survey in June 1991..
 LL0809
 LL0809.The geoid height was determined by GEOID03.
 LL0809
 LL0809.The dynamic height is computed by dividing the NAVD 88
 LL0809.geopotential number by the normal gravity value computed on the
 LL0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0809.degrees latitude (g = 980.6199 gals.).
 LL0809
 LL0809.The modeled gravity was interpolated from observed gravity values.
 LL0809
 LL0809;                    North         East    Units  Estimated Accuracy
 LL0809;SPC CO N     -   385,580.      882,150.      MT  (+/- 180 meters Scaled)
 LL0809
 LL0809                          SUPERSEDED SURVEY CONTROL
 LL0809
 LL0809  NGVD 29 (??/??/92) 2467.814  (m)         8096.49   (f) ADJ UNCH    1 2
 LL0809
 LL0809.Superseded values are not recommended for survey control.
 LL0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0809.See file dsdata.txt to determine how the superseded data were derived.
 LL0809
 LL0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE251348(NAD 83)
 LL0809_MARKER: DB = BENCH MARK DISK
 LL0809_SETTING: 66 = SET IN ROCK OUTCROP
 LL0809_SP_SET: LEDGE
 LL0809_STAMPING: H 139 1934
 LL0809_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL0809+STABILITY: POSITION/ELEVATION WELL
 LL0809
 LL0809  HISTORY     - Date     Condition        Report By
 LL0809  HISTORY     - 1934     MONUMENTED       CGS
 LL0809  HISTORY     - 1954     GOOD             NGS
 LL0809
 LL0809                          STATION DESCRIPTION
 LL0809
 LL0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LL0809'3.8 MI E FROM GRANBY.
 LL0809'3.8 MILES EAST ALONG THE DENVER AND SALT LAKE RAILROAD FROM THE
 LL0809'STATION AT GRANBY, 10.5 FEET EAST OF THE EAST RAIL, 15 RAILS
 LL0809'SOUTH OF MILEPOST 72, 3 FEET ABOVE THE GROUND, SET IN THE TOP
 LL0809'OF THE WEST SIDE OF A ROCK LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0067 ***********************************************************************
 LK0067  DESIGNATION -  H 14
 LK0067  PID         -  LK0067
 LK0067  STATE/COUNTY-  CO/YUMA
 LK0067  USGS QUAD   -  WRAY (1984)
 LK0067
 LK0067                         *CURRENT SURVEY CONTROL
 LK0067  ___________________________________________________________________
 LK0067* NAD 83(1992)-  40 06 14.73931(N)    102 13 37.57939(W)     ADJUSTED  
 LK0067* NAVD 88     -      1098.047  (meters)    3602.51   (feet)  ADJUSTED  
 LK0067  ___________________________________________________________________
 LK0067  X           -  -1,034,811.830 (meters)                     COMP
 LK0067  Y           -  -4,775,256.114 (meters)                     COMP
 LK0067  Z           -   4,087,526.072 (meters)                     COMP
 LK0067  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 LK0067  ELLIP HEIGHT-        1076.07  (meters)          (10/21/02) GPS OBS
 LK0067  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 LK0067  DYNAMIC HT  -        1097.214 (meters)    3599.78  (feet)  COMP
 LK0067  MODELED GRAV-     979,829.7   (mgal)                       NAVD 88
 LK0067
 LK0067  HORZ ORDER  -  FIRST
 LK0067  VERT ORDER  -  FIRST     CLASS II
 LK0067  ELLP ORDER  -  FIFTH     CLASS I
 LK0067
 LK0067.The horizontal coordinates were established by GPS observations
 LK0067.and adjusted by the National Geodetic Survey in June 2000..
 LK0067
 LK0067.The orthometric height was determined by differential leveling
 LK0067.and adjusted by the National Geodetic Survey in June 1991..
 LK0067
 LK0067.Photographs are available for this station.
 LK0067
 LK0067.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0067
 LK0067.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0067
 LK0067.The ellipsoidal height was determined by GPS observations
 LK0067.and is referenced to NAD 83.
 LK0067
 LK0067.The geoid height was determined by GEOID03.
 LK0067
 LK0067.The dynamic height is computed by dividing the NAVD 88
 LK0067.geopotential number by the normal gravity value computed on the
 LK0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0067.degrees latitude (g = 980.6199 gals.).
 LK0067
 LK0067.The modeled gravity was interpolated from observed gravity values.
 LK0067
 LK0067;                    North         East     Units Scale Factor Converg.
 LK0067;SPC CO N     -   395,527.334 1,193,387.588   MT  0.99996010   +2 06 53.0
 LK0067;SPC CO N     - 1,297,659.26  3,915,305.78   sFT  0.99996010   +2 06 53.0
 LK0067;UTM  13      - 4,442,996.525   736,349.524   MT  1.00028772   +1 47 13.4
 LK0067
 LK0067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0067!SPC CO N     -   0.99983122  x   0.99996010  =   0.99979133
 LK0067!UTM  13      -   0.99983122  x   1.00028772  =   1.00011889
 LK0067
 LK0067                          SUPERSEDED SURVEY CONTROL
 LK0067
 LK0067  ELLIP H (06/30/00) 1076.06   (m)                       GP(       ) 1 1
 LK0067  NAVD 88 (06/30/00) 1098.05   (m)         3602.5    (f) LEVELING    3  
 LK0067  NGVD 29 (??/??/92) 1097.568  (m)         3600.94   (f) ADJ UNCH    1 2
 LK0067
 LK0067.Superseded values are not recommended for survey control.
 LK0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0067.See file dsdata.txt to determine how the superseded data were derived.
 LK0067
 LK0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE3635042997(NAD 83)
 LK0067_MARKER: DB = BENCH MARK DISK
 LK0067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0067_STAMPING: 3600.938 H 14 1926
 LK0067_MARK LOGO: CGS   
 LK0067_MAGNETIC: N = NO MAGNETIC MATERIAL
 LK0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0067+STABILITY: SURFACE MOTION
 LK0067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0067+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1999
 LK0067
 LK0067  HISTORY     - Date     Condition        Report By
 LK0067  HISTORY     - 1926     MONUMENTED       CGS
 LK0067  HISTORY     - 1954     GOOD             NGS
 LK0067  HISTORY     - 19990412 GOOD             MSAM
 LK0067
 LK0067                          STATION DESCRIPTION
 LK0067
 LK0067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LK0067'1.7 MI N FROM WRAY.
 LK0067'1.7 MILES NORTH ALONG STATE HIGHWAY 51 FROM WRAY, YUMA COUNTY, AT
 LK0067'THE INTERSECTION OF AN EAST-AND-WEST ROAD, 47.6 FEET EAST OF THE
 LK0067'HIGHWAY, 28.5 FEET NORTH OF THE ROAD, AND 10.5 FEET EAST OF A
 LK0067'POINT 1.3 FEET SOUTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED
 LK0067'3600.938 H 14 1926 AND SET IN THE TOP OF A CONCRETE POST
 LK0067'PROJECTING 6 INCHES ABOVE GROUND.
 LK0067
 LK0067                          STATION RECOVERY (1999)
 LK0067
 LK0067'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 LK0067'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC.  1999 (KCH) THE
 LK0067'STATION IS LOCATED ABOUT 2 MI (3.2 KM) NORTH OF WRAY.  IT IS ON THE
 LK0067'EAST SIDE OF U.S.  HIGHWAY 385 AT MILEPOST 245.1, AND ON THE NORTH
 LK0067'SIDE OF YUMA COUNTY ROAD 37, IN THE SOUTHWEST QUARTER OF SECTION 30, T
 LK0067'2 N, R 43 W.  OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY
 LK0067'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 34 AND 385 ON
 LK0067'THE WEST SIDE OF WRAY, GO NORTH ON HIGHWAY 385 FOR 2 MI (3.2 KM) TO
 LK0067'THE STATION ON THE RIGHT
 LK0067'THE MARK IS A U.S.  COAST AND GEODETIC SURVEY BENCHMARK DISK SET IN
 LK0067'THE TOP OF A 25CM SQUARE CONCRETE POST RECESSED 15CM BELOW THE GROUND.
 LK0067'IT IS 15.8 M (51.8 FT) EAST OF THE CENTER OF U.S.  HIGHWAY 385, 9.0 M
 LK0067'(29.5 FT) NORTH OF THE CENER OF YUMA COUNTY ROAD 37, 0.8 M (2.6 FT)
 LK0067'SOUTH OF A FIBERGLASS WITNESS POST AND 0.3 M (1.0 FT) SOUTH OF A FENCE
 LK0067'CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1033 ***********************************************************************
 KK1033  DESIGNATION -  H 140
 KK1033  PID         -  KK1033
 KK1033  STATE/COUNTY-  CO/CLEAR CREEK
 KK1033  USGS QUAD   -  BERTHOUD PASS (1957)
 KK1033
 KK1033                         *CURRENT SURVEY CONTROL
 KK1033  ___________________________________________________________________
 KK1033* NAD 83(1986)-  39 46 32.     (N)    105 47 03.     (W)     SCALED    
 KK1033* NAVD 88     -      2929.596  (meters)    9611.52   (feet)  ADJUSTED  
 KK1033  ___________________________________________________________________
 KK1033  GEOID HEIGHT-         -12.32  (meters)                     GEOID03
 KK1033  DYNAMIC HT  -        2925.936 (meters)    9599.51  (feet)  COMP
 KK1033  MODELED GRAV-     979,270.6   (mgal)                       NAVD 88
 KK1033
 KK1033  VERT ORDER  -  FIRST     CLASS II
 KK1033
 KK1033.The horizontal coordinates were scaled from a topographic map and have
 KK1033.an estimated accuracy of +/- 6 seconds.
 KK1033
 KK1033.The orthometric height was determined by differential leveling
 KK1033.and adjusted by the National Geodetic Survey in June 1991..
 KK1033
 KK1033.The geoid height was determined by GEOID03.
 KK1033
 KK1033.The dynamic height is computed by dividing the NAVD 88
 KK1033.geopotential number by the normal gravity value computed on the
 KK1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1033.degrees latitude (g = 980.6199 gals.).
 KK1033
 KK1033.The modeled gravity was interpolated from observed gravity values.
 KK1033
 KK1033;                    North         East    Units  Estimated Accuracy
 KK1033;SPC CO C     -   520,450.      890,060.      MT  (+/- 180 meters Scaled)
 KK1033
 KK1033                          SUPERSEDED SURVEY CONTROL
 KK1033
 KK1033  NGVD 29 (??/??/92) 2927.931  (m)         9606.05   (f) ADJ UNCH    1 2
 KK1033
 KK1033.Superseded values are not recommended for survey control.
 KK1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1033.See file dsdata.txt to determine how the superseded data were derived.
 KK1033
 KK1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE328031(NAD 83)
 KK1033_MARKER: DB = BENCH MARK DISK
 KK1033_SETTING: 80 = SET IN A BOULDER
 KK1033_STAMPING: H 140 1934
 KK1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1033+STABILITY: SURFACE MOTION
 KK1033
 KK1033  HISTORY     - Date     Condition        Report By
 KK1033  HISTORY     - 1934     MONUMENTED       CGS
 KK1033  HISTORY     - 1954     GOOD             NGS
 KK1033
 KK1033                          STATION DESCRIPTION
 KK1033
 KK1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1033'5.9 MI W FROM EMPIRE.
 KK1033'5.9 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE PUBLIC SCHOOL AT
 KK1033'EMPIRE, 137 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 71 FEET
 KK1033'WEST OF THE CENTER LINE OF A ROAD LEADING SOUTH, 237 FEET
 KK1033'SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE CULVERT UNDER THE
 KK1033'HIGHWAY, 22 FEET SOUTH OF THE CENTER LINE OF THE OLD HIGHWAY, 88
 KK1033'FEET SOUTH OF A WITNESS POST, 11 FEET BELOW THE LEVEL OF THE
 KK1033'HIGHWAY, 3 FEET ABOVE THE GROUND, SET IN THE TOP OF THE CENTER OF
 KK1033'A 5X8 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0183 ***********************************************************************
 JM0183  DESIGNATION -  H 141
 JM0183  PID         -  JM0183
 JM0183  STATE/COUNTY-  CO/MESA
 JM0183  USGS QUAD   -  JACKS CANYON (1972)
 JM0183
 JM0183                         *CURRENT SURVEY CONTROL
 JM0183  ___________________________________________________________________
 JM0183* NAD 83(1986)-  38 50 48.     (N)    108 33 50.     (W)     SCALED    
 JM0183* NAVD 88     -      1990.068  (meters)    6529.08   (feet)  ADJUSTED  
 JM0183  ___________________________________________________________________
 JM0183  GEOID HEIGHT-         -16.33  (meters)                     GEOID03
 JM0183  DYNAMIC HT  -        1987.927 (meters)    6522.06  (feet)  COMP
 JM0183  MODELED GRAV-     979,480.7   (mgal)                       NAVD 88
 JM0183
 JM0183  VERT ORDER  -  SECOND    CLASS 0
 JM0183
 JM0183.The horizontal coordinates were scaled from a topographic map and have
 JM0183.an estimated accuracy of +/- 6 seconds.
 JM0183
 JM0183.The orthometric height was determined by differential leveling
 JM0183.and adjusted by the National Geodetic Survey in June 1991..
 JM0183
 JM0183.The geoid height was determined by GEOID03.
 JM0183
 JM0183.The dynamic height is computed by dividing the NAVD 88
 JM0183.geopotential number by the normal gravity value computed on the
 JM0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0183.degrees latitude (g = 980.6199 gals.).
 JM0183
 JM0183.The modeled gravity was interpolated from observed gravity values.
 JM0183
 JM0183;                    North         East    Units  Estimated Accuracy
 JM0183;SPC CO C     -   421,770.      648,480.      MT  (+/- 180 meters Scaled)
 JM0183
 JM0183                          SUPERSEDED SURVEY CONTROL
 JM0183
 JM0183  NGVD 29 (??/??/92) 1988.892  (m)         6525.22   (f) ADJ UNCH    2 0
 JM0183
 JM0183.Superseded values are not recommended for survey control.
 JM0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0183.See file dsdata.txt to determine how the superseded data were derived.
 JM0183
 JM0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ114025(NAD 83)
 JM0183_MARKER: DB = BENCH MARK DISK
 JM0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0183_STAMPING: H 141 1934
 JM0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0183+STABILITY: SURFACE MOTION
 JM0183
 JM0183  HISTORY     - Date     Condition        Report By
 JM0183  HISTORY     - 1934     MONUMENTED       CGS
 JM0183  HISTORY     - 1972     GOOD             USGS
 JM0183
 JM0183                          STATION DESCRIPTION
 JM0183
 JM0183'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 JM0183'13.4 MI SW FROM WHITEWATER.
 JM0183'13.4 MILES SOUTHWEST ALONG STATE HIGHWAY 141 FROM THE JUNCTION WITH
 JM0183'U.S. HIGHWAY 50 AT WHITEWATER, 0.9 MILES NORTHWEST ALONG STATE HIGHWAY
 JM0183'141 FROM THE JUNCTION WITH DIVIDE ROAD LEADING SOUTH TO UNCOMPAHGRE
 JM0183'PLATEAU, 30 FT. SOUTH OF CENTER OF HIGHWAY, JUST WEST OF DRAIN ON
 JM0183'SMALL RIDGE, 2 FT. NORTH OF FENCE LINE, IN CONCRETE POST, A STANDARD
 JM0183'DISK, STAMPED H 141, 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0043 ***********************************************************************
 JM0043  DESIGNATION -  H 143
 JM0043  PID         -  JM0043
 JM0043  STATE/COUNTY-  CO/MONTROSE
 JM0043  USGS QUAD   -  PRYOR CREEK (1994)
 JM0043
 JM0043                         *CURRENT SURVEY CONTROL
 JM0043  ___________________________________________________________________
 JM0043* NAD 83(1986)-  38 21 13.     (N)    108 03 43.     (W)     SCALED    
 JM0043* NAVD 88     -      2505.660  (meters)    8220.65   (feet)  ADJUSTED  
 JM0043  ___________________________________________________________________
 JM0043  GEOID HEIGHT-         -16.33  (meters)                     GEOID03
 JM0043  DYNAMIC HT  -        2502.525 (meters)    8210.37  (feet)  COMP
 JM0043  MODELED GRAV-     979,286.7   (mgal)                       NAVD 88
 JM0043
 JM0043  VERT ORDER  -  SECOND    CLASS 0
 JM0043
 JM0043.The horizontal coordinates were scaled from a topographic map and have
 JM0043.an estimated accuracy of +/- 6 seconds.
 JM0043
 JM0043.The orthometric height was determined by differential leveling
 JM0043.and adjusted by the National Geodetic Survey in June 1991..
 JM0043
 JM0043.The geoid height was determined by GEOID03.
 JM0043
 JM0043.The dynamic height is computed by dividing the NAVD 88
 JM0043.geopotential number by the normal gravity value computed on the
 JM0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0043.degrees latitude (g = 980.6199 gals.).
 JM0043
 JM0043.The modeled gravity was interpolated from observed gravity values.
 JM0043
 JM0043;                    North         East    Units  Estimated Accuracy
 JM0043;SPC CO S     -   495,100.      690,500.      MT  (+/- 180 meters Scaled)
 JM0043
 JM0043                          SUPERSEDED SURVEY CONTROL
 JM0043
 JM0043  NGVD 29 (??/??/92) 2504.216  (m)         8215.92   (f) ADJ UNCH    2 0
 JM0043
 JM0043.Superseded values are not recommended for survey control.
 JM0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0043.See file dsdata.txt to determine how the superseded data were derived.
 JM0043
 JM0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH567491(NAD 83)
 JM0043_MARKER: DB = BENCH MARK DISK
 JM0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0043_STAMPING: H-143 1934
 JM0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0043+STABILITY: SURFACE MOTION
 JM0043
 JM0043  HISTORY     - Date     Condition        Report By
 JM0043  HISTORY     - 1934     MONUMENTED       CGS
 JM0043
 JM0043                          STATION DESCRIPTION
 JM0043
 JM0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0043'16.8 MI SW FROM MONTROSE.
 JM0043'16.8 MILES SOUTHWEST OF, ALONG STATE HWY. 90, FROM MONTROSE COUNTY
 JM0043'COURTHOUSE.  1 MILE SOUTHWEST OF WOODEN HIGHWAY BRIDGE OVER DRY CREEK
 JM0043'AT BOTTOM OF DRY CREEK CANYON. 120 FEET SOUTHEAST OF FENCE LINE. 100
 JM0043'FEET NORTHEAST OF CENTERLINE OF WOODEN BOX CULVERT UNDER HIGHWAY. 90
 JM0043'FEET NORTHEAST OF LARGE SANDSTONE BOULDER, 15 FEET SOUTHEAST OF
 JM0043'CENTERLINE OF STATE HIGHWAY 90. 36 FEET SOUTHEAST OF CENTERLINE OF
 JM0043'STATE HIGHWAY 90. TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0134 ***********************************************************************
 JM0134  DESIGNATION -  H 144
 JM0134  PID         -  JM0134
 JM0134  STATE/COUNTY-  CO/MONTROSE
 JM0134  USGS QUAD   -  NATURITA (1994)
 JM0134
 JM0134                         *CURRENT SURVEY CONTROL
 JM0134  ___________________________________________________________________
 JM0134* NAD 83(1986)-  38 13 24.     (N)    108 30 53.     (W)     SCALED    
 JM0134* NAVD 88     -      1739.116  (meters)    5705.75   (feet)  ADJUSTED  
 JM0134  ___________________________________________________________________
 JM0134  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 JM0134  DYNAMIC HT  -        1737.114 (meters)    5699.18  (feet)  COMP
 JM0134  MODELED GRAV-     979,417.7   (mgal)                       NAVD 88
 JM0134
 JM0134  VERT ORDER  -  SECOND    CLASS 0
 JM0134
 JM0134.The horizontal coordinates were scaled from a topographic map and have
 JM0134.an estimated accuracy of +/- 6 seconds.
 JM0134
 JM0134.The orthometric height was determined by differential leveling
 JM0134.and adjusted by the National Geodetic Survey in June 1991..
 JM0134
 JM0134.The geoid height was determined by GEOID03.
 JM0134
 JM0134.The dynamic height is computed by dividing the NAVD 88
 JM0134.geopotential number by the normal gravity value computed on the
 JM0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0134.degrees latitude (g = 980.6199 gals.).
 JM0134
 JM0134.The modeled gravity was interpolated from observed gravity values.
 JM0134
 JM0134;                    North         East    Units  Estimated Accuracy
 JM0134;SPC CO S     -   481,830.      650,470.      MT  (+/- 180 meters Scaled)
 JM0134
 JM0134                          SUPERSEDED SURVEY CONTROL
 JM0134
 JM0134  NGVD 29 (??/??/92) 1737.895  (m)         5701.74   (f) ADJ UNCH    2 0
 JM0134
 JM0134.Superseded values are not recommended for survey control.
 JM0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0134.See file dsdata.txt to determine how the superseded data were derived.
 JM0134
 JM0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH175335(NAD 83)
 JM0134_MARKER: DB = BENCH MARK DISK
 JM0134_SETTING: 80 = SET IN A BOULDER
 JM0134_SP_SET: BOULDER
 JM0134_STAMPING: H-144 1934
 JM0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0134+STABILITY: SURFACE MOTION
 JM0134
 JM0134  HISTORY     - Date     Condition        Report By
 JM0134  HISTORY     - 1934     MONUMENTED       CGS
 JM0134
 JM0134                          STATION DESCRIPTION
 JM0134
 JM0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0134'3.3 MI E FROM NATURITA.
 JM0134'3.3 MILES EAST OF, ALONG STATE HWY. 90, FROM NATURITA PUBLIC SCHOOL.
 JM0134'ABOUT .25 MILE SOUTHWEST OF JUNCTION OF STATE HWY. 90 AND STATE HWY.
 JM0134'80.  90 FEET NORTHEAST OF INTERSECTION OF CENTERLINES OF NUCLA CUT-OFF
 JM0134'WITH STATE HWY. 90.  34 FEET EAST OF CENTERLINE OF STATE HWY. 90. 5
 JM0134'FEET WEST OF MOST EASTERNLY POINT OF SANDSTONE BOULDER. BRONZE TABLET
 JM0134'SET HORIZONTALLY IN TOP OF LARGE SANDSTONE BOULDER WHICH PROJECTS OUT
 JM0134'FROM EAST SIDE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0168 ***********************************************************************
 JM0168  DESIGNATION -  H 145
 JM0168  PID         -  JM0168
 JM0168  STATE/COUNTY-  CO/MONTROSE
 JM0168  USGS QUAD   -  DAVIS MESA (1994)
 JM0168
 JM0168                         *CURRENT SURVEY CONTROL
 JM0168  ___________________________________________________________________
 JM0168* NAD 83(1986)-  38 18 38.     (N)    108 52 07.     (W)     SCALED    
 JM0168* NAVD 88     -      1517.773  (meters)    4979.56   (feet)  ADJUSTED  
 JM0168  ___________________________________________________________________
 JM0168  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 JM0168  DYNAMIC HT  -        1516.089 (meters)    4974.04  (feet)  COMP
 JM0168  MODELED GRAV-     979,467.4   (mgal)                       NAVD 88
 JM0168
 JM0168  VERT ORDER  -  SECOND    CLASS 0
 JM0168
 JM0168.The horizontal coordinates were scaled from a topographic map and have
 JM0168.an estimated accuracy of +/- 6 seconds.
 JM0168
 JM0168.The orthometric height was determined by differential leveling
 JM0168.and adjusted by the National Geodetic Survey in June 1991..
 JM0168
 JM0168.The geoid height was determined by GEOID03.
 JM0168
 JM0168.The dynamic height is computed by dividing the NAVD 88
 JM0168.geopotential number by the normal gravity value computed on the
 JM0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0168.degrees latitude (g = 980.6199 gals.).
 JM0168
 JM0168.The modeled gravity was interpolated from observed gravity values.
 JM0168
 JM0168;                    North         East    Units  Estimated Accuracy
 JM0168;SPC CO S     -   492,560.      619,850.      MT  (+/- 180 meters Scaled)
 JM0168
 JM0168                          SUPERSEDED SURVEY CONTROL
 JM0168
 JM0168  NGVD 29 (??/??/92) 1516.628  (m)         4975.80   (f) ADJ UNCH    2 0
 JM0168
 JM0168.Superseded values are not recommended for survey control.
 JM0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0168.See file dsdata.txt to determine how the superseded data were derived.
 JM0168
 JM0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH863424(NAD 83)
 JM0168_MARKER: DB = BENCH MARK DISK
 JM0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0168_STAMPING: H-145 1934
 JM0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0168+STABILITY: SURFACE MOTION
 JM0168
 JM0168  HISTORY     - Date     Condition        Report By
 JM0168  HISTORY     - 1934     MONUMENTED       CGS
 JM0168  HISTORY     - 1960     GOOD             USGS
 JM0168
 JM0168                          STATION DESCRIPTION
 JM0168
 JM0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0168'7.9 MI SE FROM PARADOX.
 JM0168'7.9 MILES SOUTHEAST OF, ALONG STATE HWY. 90, FROM PARADOX POST OFFICE.
 JM0168'ABOUT 1.3 MILES SOUTHEAST OF BEDROCK POST OFFICE.  0.9 MILE SOUTHEAST
 JM0168'OF STEEL HIGHWAY BRIDGE OVER DOLORES RIVER.  90 FEET NORTHEAST OF
 JM0168'NORTH END OF CULVERT UNDER HIGHWAY.  20 FEET NORTH OF CENTERLINE OF
 JM0168'STATE HWY. 90.  3 FEET WEST OF TELEPHONE POLE NO. 1510. 2 FEET SOUTH
 JM0168'OF FENCE LINE.  TABLET SET IN PRECAST CONCRETE POST.
 JM0168
 JM0168                          STATION RECOVERY (1960)
 JM0168
 JM0168'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JM0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0090 ***********************************************************************
 JM0090  DESIGNATION -  H 147
 JM0090  PID         -  JM0090
 JM0090  STATE/COUNTY-  CO/SAN MIGUEL
 JM0090  USGS QUAD   -  PLACERVILLE (1953)
 JM0090
 JM0090                         *CURRENT SURVEY CONTROL
 JM0090  ___________________________________________________________________
 JM0090* NAD 83(1992)-  38 01 45.52658(N)    108 02 49.16241(W)     ADJUSTED  
 JM0090* NAVD 88     -      2250.360  (meters)    7383.06   (feet)  ADJUSTED  
 JM0090  ___________________________________________________________________
 JM0090  X           -  -1,558,955.161 (meters)                     COMP
 JM0090  Y           -  -4,784,615.358 (meters)                     COMP
 JM0090  Z           -   3,909,383.420 (meters)                     COMP
 JM0090  LAPLACE CORR-           9.17  (seconds)                    DEFLEC99
 JM0090  ELLIP HEIGHT-        2233.63  (meters)          (10/21/02) GPS OBS
 JM0090  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 JM0090  DYNAMIC HT  -        2247.449 (meters)    7373.51  (feet)  COMP
 JM0090  MODELED GRAV-     979,256.2   (mgal)                       NAVD 88
 JM0090
 JM0090  HORZ ORDER  -  FIRST
 JM0090  VERT ORDER  -  SECOND    CLASS 0
 JM0090  ELLP ORDER  -  FIFTH     CLASS I
 JM0090
 JM0090.The horizontal coordinates were established by GPS observations
 JM0090.and adjusted by the National Geodetic Survey in March 1999..
 JM0090
 JM0090.The orthometric height was determined by differential leveling
 JM0090.and adjusted by the National Geodetic Survey in June 1991..
 JM0090
 JM0090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JM0090
 JM0090.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0090
 JM0090.The ellipsoidal height was determined by GPS observations
 JM0090.and is referenced to NAD 83.
 JM0090
 JM0090.The geoid height was determined by GEOID03.
 JM0090
 JM0090.The dynamic height is computed by dividing the NAVD 88
 JM0090.geopotential number by the normal gravity value computed on the
 JM0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0090.degrees latitude (g = 980.6199 gals.).
 JM0090
 JM0090.The modeled gravity was interpolated from observed gravity values.
 JM0090
 JM0090;                    North         East     Units Scale Factor Converg.
 JM0090;SPC CO S     -   459,081.823   690,821.167   MT  0.99995118   -1 33 44.2
 JM0090;SPC CO S     - 1,506,170.95  2,266,469.11   sFT  0.99995118   -1 33 44.2
 JM0090;UTM  12      - 4,213,184.312   759,191.100   MT  1.00042749   +1 49 12.9
 JM0090;UTM  13      - 4,213,450.697   232,558.322   MT  1.00048101   -1 52 41.7
 JM0090
 JM0090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0090!SPC CO S     -   0.99964964  x   0.99995118  =   0.99960083
 JM0090!UTM  12      -   0.99964964  x   1.00042749  =   1.00007698
 JM0090!UTM  13      -   0.99964964  x   1.00048101  =   1.00013048
 JM0090
 JM0090                          SUPERSEDED SURVEY CONTROL
 JM0090
 JM0090  ELLIP H (03/16/99) 2233.64   (m)                       GP(       ) 4 1
 JM0090  NAVD 88 (03/16/99) 2250.36   (m)         7383.1    (f) LEVELING    3  
 JM0090  NGVD 29 (??/??/92) 2248.896  (m)         7378.25   (f) ADJ UNCH    2 0
 JM0090
 JM0090.Superseded values are not recommended for survey control.
 JM0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0090.See file dsdata.txt to determine how the superseded data were derived.
 JM0090
 JM0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH5919113184(NAD 83)
 JM0090_MARKER: DB = BENCH MARK DISK
 JM0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0090_STAMPING: H 147 1934
 JM0090_MARK LOGO: CGS   
 JM0090_PROJECTION: FLUSH
 JM0090_MAGNETIC: N = NO MAGNETIC MATERIAL
 JM0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0090+STABILITY: SURFACE MOTION
 JM0090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0090+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1999
 JM0090
 JM0090  HISTORY     - Date     Condition        Report By
 JM0090  HISTORY     - 1934     MONUMENTED       CGS
 JM0090  HISTORY     - 1953     GOOD             USGS
 JM0090  HISTORY     - 19980729 GOOD             CODOT
 JM0090  HISTORY     - 19990428 GOOD             MSAM
 JM0090
 JM0090                          STATION DESCRIPTION
 JM0090
 JM0090'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 JM0090'1.6 MI NE FROM PLACERVILLE.
 JM0090'ABOUT 1.6 MILES NORTHEAST ALONG DISMANTLED RIO GRANDE SOUTHERN RAILWAY
 JM0090'FROM THE STATION AT PLACERVILLE, SAN MIGUEL COUNTY OR ABOUT 1.6
 JM0090'NORTHEAST ALONG STATE HIGHWAY 62 FROM THE POSTOFFICE AT PLACERVILLE,
 JM0090'ABOUT 250 EAST OF CENTERLINE OF STATE HIGHWAY 62, ABOUT 18 FEET WEST
 JM0090'OF RAILWAY RIGHT OF WAY CENTERLINE, ABOUT 900 FEET SOUTH OF IMPONS
 JM0090'STORE.  A STANDARD DISK, STAMPED H 147 1934 AND SET IN THE TOP OF A
 JM0090'CONCRETE POST.
 JM0090
 JM0090                          STATION RECOVERY (1998)
 JM0090
 JM0090'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (RSC)
 JM0090'THE STATION IS LOCATED ABOUT 14 MI (22.5 KM) NORTHWEST OF TELLURIDE, 4
 JM0090'MI (6.4 KM) NORTHWEST OF SAWPIT AND 1 MI (1.6 KM) NORTHEAST OF
 JM0090'PLACERVILLE, AT STATE HIGHWAY 62 MILEPOST 0.95.  OWNERSHIP-- TO REACH
 JM0090'THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 62 AND STATE
 JM0090'HIGHWAY 145 IN PLACERVILLE, GO NORTHEAST ON STATE HIGHWAY 62 FOR 0.95
 JM0090'MI (1.53 KM) AND THE STATION ON THE RIGHT.  TO DRIVE TO THE STATION
 JM0090'FROM THE HIGHWAY, CONTINUE PAST THE ONE MILE MARKER FOR 0.1 MI (0.2
 JM0090'KM) TO A TRACK ROAD RIGHT WHICH GOES DOWNHILL, BEARS TO THE RIGHT
 JM0090'BEHIND SOME TREES AND GOES SOUTHWEST TOWARD THE BENCH MARK. FOLLOW THE
 JM0090'TRACK AS THERE ARE MANY LARGE ROCKS HIDDEN IN THE BRUSH AND A DEEP
 JM0090'DITCH THE MARK IS A STANDARD DISK SET INTO THE TOP OF A SQUARE 15 CM
 JM0090'CONCRETE POST PROJECTING 8 CM ABOVE THE GROUND.  IT IS 63.8 M (209.3
 JM0090'FT) EAST FROM THE CENTER LINE OF THE HIGHWAY, 48.6 M (159.4 FT)
 JM0090'EAST-NORTHEAST FROM THE CENTER OF AN 18-INCH CORRIGATED CULVERT, 5.8 M
 JM0090'(19.0 FT) WEST FROM THE CENTER OF THE OLD RAILROAD BED, 1.2 M (3.9 FT)
 JM0090'NORTH-NORTHEAST FROM A WITNESS POST, 1.0 M (3.3 FT) SOUTH-SOUTHWEST
 JM0090'FROM A WITNESS POST, 0.4 M (1.3 FT) WEST FROM A GREEN T-POST AND ABOUT
 JM0090'4 M (13.1 FT) BELOW THE HIGHWAY.
 JM0090
 JM0090                          STATION RECOVERY (1999)
 JM0090
 JM0090'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 JM0090'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0003 ***********************************************************************
 HM0003  DESIGNATION -  H 148
 HM0003  PID         -  HM0003
 HM0003  STATE/COUNTY-  CO/SAN MIGUEL
 HM0003  USGS QUAD   -  LONE CONE (1976)
 HM0003
 HM0003                         *CURRENT SURVEY CONTROL
 HM0003  ___________________________________________________________________
 HM0003* NAD 83(1986)-  37 56 11.     (N)    108 18 45.     (W)     SCALED    
 HM0003* NAVD 88     -      2435.624  (meters)    7990.88   (feet)  ADJUSTED  
 HM0003  ___________________________________________________________________
 HM0003  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 HM0003  DYNAMIC HT  -        2432.449 (meters)    7980.46  (feet)  COMP
 HM0003  MODELED GRAV-     979,238.1   (mgal)                       NAVD 88
 HM0003
 HM0003  VERT ORDER  -  SECOND    CLASS 0
 HM0003
 HM0003.The horizontal coordinates were scaled from a topographic map and have
 HM0003.an estimated accuracy of +/- 6 seconds.
 HM0003
 HM0003.The orthometric height was determined by differential leveling
 HM0003.and adjusted by the National Geodetic Survey in June 1991..
 HM0003
 HM0003.The geoid height was determined by GEOID03.
 HM0003
 HM0003.The dynamic height is computed by dividing the NAVD 88
 HM0003.geopotential number by the normal gravity value computed on the
 HM0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0003.degrees latitude (g = 980.6199 gals.).
 HM0003
 HM0003.The modeled gravity was interpolated from observed gravity values.
 HM0003
 HM0003;                    North         East    Units  Estimated Accuracy
 HM0003;SPC CO S     -   449,440.      667,210.      MT  (+/- 180 meters Scaled)
 HM0003
 HM0003                          SUPERSEDED SURVEY CONTROL
 HM0003
 HM0003  NGVD 29 (??/??/92) 2434.204  (m)         7986.22   (f) ADJ UNCH    2 0
 HM0003
 HM0003.Superseded values are not recommended for survey control.
 HM0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0003.See file dsdata.txt to determine how the superseded data were derived.
 HM0003
 HM0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH361021(NAD 83)
 HM0003_MARKER: DB = BENCH MARK DISK
 HM0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0003_STAMPING: H-148 1934
 HM0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0003+STABILITY: SURFACE MOTION
 HM0003
 HM0003  HISTORY     - Date     Condition        Report By
 HM0003  HISTORY     - 1934     MONUMENTED       CGS
 HM0003  HISTORY     - 1964     POOR             NGS
 HM0003
 HM0003                          STATION DESCRIPTION
 HM0003
 HM0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0003'17.8 MI S FROM NORWOOD.
 HM0003'17.8 MILES SOUTH OF, ALONG STATE HWY. 147, FROM NORWOOD PUBLIC SCHOOL.
 HM0003'ABOUT 150 FEET EAST OF CENTERLINE OF WOODEN HWY. BRIDGE OVER CREEK AT
 HM0003'BOTTOM OF HWY. GRADE.  75 FEET SOUTHEAST OF CENTERLINE OF STATE HWY.
 HM0003'147.  36 FEET WEST OF SOUTHEAST CORNER OF FENCE.  30 FEET WEST OF
 HM0003'CENTER OF WAGON GATE.  2 FEET NORTH OF FENCE LINE.  PRECAST CONCRETE
 HM0003'POST SET ON OUTSIDE OF HIGHWAY CURVE.
 HM0003
 HM0003                          STATION RECOVERY (1964)
 HM0003
 HM0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HM0003'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0300 ***********************************************************************
 HL0300  DESIGNATION -  H 149
 HL0300  PID         -  HL0300
 HL0300  STATE/COUNTY-  CO/SAN MIGUEL
 HL0300  USGS QUAD   -  MOUNT WILSON (1953)
 HL0300
 HL0300                         *CURRENT SURVEY CONTROL
 HL0300  ___________________________________________________________________
 HL0300* NAD 83(1986)-  37 48 50.     (N)    107 52 32.     (W)     SCALED    
 HL0300* NAVD 88     -      3027.616  (meters)    9933.10   (feet)  ADJUSTED  
 HL0300  ___________________________________________________________________
 HL0300  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 HL0300  DYNAMIC HT  -        3023.205 (meters)    9918.63  (feet)  COMP
 HL0300  MODELED GRAV-     979,062.7   (mgal)                       NAVD 88
 HL0300
 HL0300  VERT ORDER  -  SECOND    CLASS 0
 HL0300
 HL0300.The horizontal coordinates were scaled from a topographic map and have
 HL0300.an estimated accuracy of +/- 6 seconds.
 HL0300
 HL0300.The orthometric height was determined by differential leveling
 HL0300.and adjusted by the National Geodetic Survey in June 1991..
 HL0300
 HL0300.The geoid height was determined by GEOID03.
 HL0300
 HL0300.The dynamic height is computed by dividing the NAVD 88
 HL0300.geopotential number by the normal gravity value computed on the
 HL0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0300.degrees latitude (g = 980.6199 gals.).
 HL0300
 HL0300.The modeled gravity was interpolated from observed gravity values.
 HL0300
 HL0300;                    North         East    Units  Estimated Accuracy
 HL0300;SPC CO S     -   434,780.      705,260.      MT  (+/- 180 meters Scaled)
 HL0300
 HL0300                          SUPERSEDED SURVEY CONTROL
 HL0300
 HL0300  NGVD 29 (??/??/92) 3025.844  (m)         9927.29   (f) ADJ UNCH    2 0
 HL0300
 HL0300.Superseded values are not recommended for survey control.
 HL0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0300.See file dsdata.txt to determine how the superseded data were derived.
 HL0300
 HL0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB468890(NAD 83)
 HL0300_MARKER: DB = BENCH MARK DISK
 HL0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0300_STAMPING: H 149 1934
 HL0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0300+STABILITY: SURFACE MOTION
 HL0300
 HL0300  HISTORY     - Date     Condition        Report By
 HL0300  HISTORY     - 1934     MONUMENTED       CGS
 HL0300  HISTORY     - 1952     MARK NOT FOUND   NGS
 HL0300
 HL0300                          STATION DESCRIPTION
 HL0300
 HL0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HL0300'5.7 MI SW FROM OPHIR.
 HL0300'5.7 MILES SOUTHWEST ALONG THE ABANDONED RIO GRANDE SOUTHERN RAILROAD
 HL0300'FROM THE FORMER STATION AT OPHIR, SAN MIGUEL COUNTY, 1.4 MILES SOUTH
 HL0300'OF THE WATER TANK, AT TROUT LAKE, 300 FEET NORTHWEST OF A CULVERT, AND
 HL0300'42 FEET NORTH OF THE CENTER-LINE OF THE OLD ROADBED.  A STANDARD DISK,
 HL0300'STAMPED H 149 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 HL0300'PROBABLY BURIED UNDER STONES AND DIRT REMOVED FROM THE RAILROAD RIGHT
 HL0300'OF WAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0011 ***********************************************************************
 LK0011  DESIGNATION -  H 15
 LK0011  PID         -  LK0011
 LK0011  STATE/COUNTY-  CO/SEDGWICK
 LK0011  USGS QUAD   -  VENANGO SW (1980)
 LK0011
 LK0011                         *CURRENT SURVEY CONTROL
 LK0011  ___________________________________________________________________
 LK0011* NAD 83(1986)-  40 45 48.     (N)    102 14 53.     (W)     SCALED    
 LK0011* NAVD 88     -      1141.685  (meters)    3745.68   (feet)  ADJUSTED  
 LK0011  ___________________________________________________________________
 LK0011  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 LK0011  DYNAMIC HT  -        1140.904 (meters)    3743.12  (feet)  COMP
 LK0011  MODELED GRAV-     979,900.2   (mgal)                       NAVD 88
 LK0011
 LK0011  VERT ORDER  -  FIRST     CLASS II
 LK0011
 LK0011.The horizontal coordinates were scaled from a topographic map and have
 LK0011.an estimated accuracy of +/- 6 seconds.
 LK0011
 LK0011.The orthometric height was determined by differential leveling
 LK0011.and adjusted by the National Geodetic Survey in June 1991..
 LK0011
 LK0011.The geoid height was determined by GEOID03.
 LK0011
 LK0011.The dynamic height is computed by dividing the NAVD 88
 LK0011.geopotential number by the normal gravity value computed on the
 LK0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0011.degrees latitude (g = 980.6199 gals.).
 LK0011
 LK0011.The modeled gravity was interpolated from observed gravity values.
 LK0011
 LK0011;                    North         East    Units  Estimated Accuracy
 LK0011;SPC CO N     -   468,610.    1,188,920.      MT  (+/- 180 meters Scaled)
 LK0011
 LK0011                          SUPERSEDED SURVEY CONTROL
 LK0011
 LK0011  NGVD 29 (??/??/92) 1141.227  (m)         3744.18   (f) ADJ UNCH    1 2
 LK0011
 LK0011.Superseded values are not recommended for survey control.
 LK0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0011.See file dsdata.txt to determine how the superseded data were derived.
 LK0011
 LK0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF322161(NAD 83)
 LK0011_MARKER: DB = BENCH MARK DISK
 LK0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0011_STAMPING: 3744.176 H 15 1926
 LK0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0011+STABILITY: SURFACE MOTION
 LK0011
 LK0011  HISTORY     - Date     Condition        Report By
 LK0011  HISTORY     - 1926     MONUMENTED       CGS
 LK0011  HISTORY     - 1941     GOOD             NGS
 LK0011
 LK0011                          STATION DESCRIPTION
 LK0011
 LK0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LK0011'15 MI N FROM HOLYOKE.
 LK0011'IN SEDGWICK COUNTY, ABOUT 15 MILES NORTH ALONG STATE HIGHWAY 51
 LK0011'FROM HOLYOKE, PHILLIPS COUNTY, ACROSS THE HIGHWAY FROM DISTRICT
 LK0011'NO. 4 SCHOOL, AT THE INTERSECTION OF AN EAST-AND-WEST ROAD, 36.5 FT.
 LK0011'WEST OF THE HIGHWAY, 31.3 FEET NORTH OF THE ROAD, AND 4.9 FEET WEST
 LK0011'OF A POINT 1.8 FEET SOUTH OF A FENCE CORNER.  A STANDARD DISK,
 LK0011'STAMPED 3744.176 H 15 1926 AND SET IN THE TOP OF A CONCRETE POST
 LK0011'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0072 ***********************************************************************
 HM0072  DESIGNATION -  H 150
 HM0072  PID         -  HM0072
 HM0072  STATE/COUNTY-  CO/MONTEZUMA
 HM0072  USGS QUAD   -  BOGGY DRAW (1993)
 HM0072
 HM0072                         *CURRENT SURVEY CONTROL
 HM0072  ___________________________________________________________________
 HM0072* NAD 83(1986)-  37 30 06.     (N)    108 24 03.     (W)     SCALED    
 HM0072* NAVD 88     -      2175.203  (meters)    7136.48   (feet)  ADJUSTED  
 HM0072  ___________________________________________________________________
 HM0072  GEOID HEIGHT-         -18.58  (meters)                     GEOID03
 HM0072  DYNAMIC HT  -        2172.374 (meters)    7127.20  (feet)  COMP
 HM0072  MODELED GRAV-     979,252.5   (mgal)                       NAVD 88
 HM0072
 HM0072  VERT ORDER  -  SECOND    CLASS 0
 HM0072
 HM0072.The horizontal coordinates were scaled from a topographic map and have
 HM0072.an estimated accuracy of +/- 6 seconds.
 HM0072
 HM0072.The orthometric height was determined by differential leveling
 HM0072.and adjusted by the National Geodetic Survey in June 1991..
 HM0072
 HM0072.The geoid height was determined by GEOID03.
 HM0072
 HM0072.The dynamic height is computed by dividing the NAVD 88
 HM0072.geopotential number by the normal gravity value computed on the
 HM0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0072.degrees latitude (g = 980.6199 gals.).
 HM0072
 HM0072.The modeled gravity was interpolated from observed gravity values.
 HM0072
 HM0072;                    North         East    Units  Estimated Accuracy
 HM0072;SPC CO S     -   401,450.      657,950.      MT  (+/- 180 meters Scaled)
 HM0072
 HM0072                          SUPERSEDED SURVEY CONTROL
 HM0072
 HM0072  NGVD 29 (??/??/92) 2173.925  (m)         7132.29   (f) ADJ UNCH    2 0
 HM0072
 HM0072.Superseded values are not recommended for survey control.
 HM0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0072.See file dsdata.txt to determine how the superseded data were derived.
 HM0072
 HM0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG297537(NAD 83)
 HM0072_MARKER: DB = BENCH MARK DISK
 HM0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0072_STAMPING: H 150 1934
 HM0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0072+STABILITY: SURFACE MOTION
 HM0072
 HM0072  HISTORY     - Date     Condition        Report By
 HM0072  HISTORY     - 1934     MONUMENTED       CGS
 HM0072  HISTORY     - 1954     MARK NOT FOUND   NGS
 HM0072
 HM0072                          STATION DESCRIPTION
 HM0072
 HM0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 HM0072'6.3 MI NE FROM DOLORES.
 HM0072'6.3 MILES NORTHEAST ALONG THE ABANDONED RIO GRANDE SOUTHERN RAILROAD
 HM0072'FROM THE FORMER STATION AT DOLORES, MONTEZUMA COUNTY, ABOUT 1,300 FEET
 HM0072'NORTHEAST OF STAPLETON, 510 FEET SOUTHWEST OF A DIRT-ROAD CROSSING, 26
 HM0072'FEET SOUTHEAST OF THE CENTER-LINE OF THE OLD ROADBED, AND 3 FEET
 HM0072'NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED H 150
 HM0072'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- PROBABLY
 HM0072'DESTROYED, SWITCHES, RAILS AND TIES HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0096 ***********************************************************************
 KM0096  DESIGNATION -  H 152
 KM0096  PID         -  KM0096
 KM0096  STATE/COUNTY-  CO/RIO BLANCO
 KM0096  USGS QUAD   -  WHITE COYOTE DRAW (1973)
 KM0096
 KM0096                         *CURRENT SURVEY CONTROL
 KM0096  ___________________________________________________________________
 KM0096* NAD 83(1986)-  39 50 23.     (N)    108 44 22.     (W)     SCALED    
 KM0096* NAVD 88     -      1822.848  (meters)    5980.46   (feet)  ADJUSTED  
 KM0096  ___________________________________________________________________
 KM0096  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 KM0096  DYNAMIC HT  -        1821.079 (meters)    5974.66  (feet)  COMP
 KM0096  MODELED GRAV-     979,591.1   (mgal)                       NAVD 88
 KM0096
 KM0096  VERT ORDER  -  SECOND    CLASS 0
 KM0096
 KM0096.The horizontal coordinates were scaled from a topographic map and have
 KM0096.an estimated accuracy of +/- 6 seconds.
 KM0096
 KM0096.The orthometric height was determined by differential leveling
 KM0096.and adjusted by the National Geodetic Survey in June 1991..
 KM0096
 KM0096.The geoid height was determined by GEOID03.
 KM0096
 KM0096.The dynamic height is computed by dividing the NAVD 88
 KM0096.geopotential number by the normal gravity value computed on the
 KM0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0096.degrees latitude (g = 980.6199 gals.).
 KM0096
 KM0096.The modeled gravity was interpolated from observed gravity values.
 KM0096
 KM0096;                    North         East    Units  Estimated Accuracy
 KM0096;SPC CO N     -   366,090.      637,190.      MT  (+/- 180 meters Scaled)
 KM0096
 KM0096                          SUPERSEDED SURVEY CONTROL
 KM0096
 KM0096  NGVD 29 (??/??/92) 1821.626  (m)         5976.45   (f) ADJ UNCH    2 0
 KM0096
 KM0096.Superseded values are not recommended for survey control.
 KM0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0096.See file dsdata.txt to determine how the superseded data were derived.
 KM0096
 KM0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK934124(NAD 83)
 KM0096_MARKER: DB = BENCH MARK DISK
 KM0096_SETTING: 80 = SET IN A BOULDER
 KM0096_SP_SET: BOULDER
 KM0096_STAMPING: H-152 1934
 KM0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0096+STABILITY: SURFACE MOTION
 KM0096
 KM0096  HISTORY     - Date     Condition        Report By
 KM0096  HISTORY     - 1934     MONUMENTED       CGS
 KM0096  HISTORY     - 1966     MARK NOT FOUND   USGS
 KM0096  HISTORY     - 1984     MARK NOT FOUND   NGS
 KM0096
 KM0096                          STATION DESCRIPTION
 KM0096
 KM0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KM0096'20.2 MI S FROM RANGELY.
 KM0096'20.2 MILES SOUTH OF RANGELY SCHOOL ALONG STATE HWY. 139 BRONZE TABLET
 KM0096'SET IN BOULDER 14 FT. SQUARE, 2.5 FEET ABOVE GROUND.  1 MILE SOUTH OF
 KM0096'COTHARP-CURBY SHEEP BARN AND SHEARING PEN.  0.6 MILE NORTH OF HIGHWAY
 KM0096'BRIDGE AT MOUTH OF HORSE DRAW.  120 FEET SOUTHWEST OF POINT WHERE
 KM0096'HIGHWAY PASSES BETWEEN TWO LARGE BOULDERS.  33 FEET WEST OF CENTERLINE
 KM0096'OF STATE HWY 139.
 KM0096
 KM0096                          STATION RECOVERY (1966)
 KM0096
 KM0096'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 KM0096'MARK NOT FOUND.
 KM0096
 KM0096                          STATION RECOVERY (1984)
 KM0096
 KM0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KM0096'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0057 ***********************************************************************
 KM0057  DESIGNATION -  H 153
 KM0057  PID         -  KM0057
 KM0057  STATE/COUNTY-  CO/MESA
 KM0057  USGS QUAD   -  HIGHLINE LAKE (1968)
 KM0057
 KM0057                         *CURRENT SURVEY CONTROL
 KM0057  ___________________________________________________________________
 KM0057* NAD 83(1986)-  39 15 05.     (N)    108 48 44.     (W)     SCALED    
 KM0057* NAVD 88     -      1421.284  (meters)    4663.00   (feet)  ADJUSTED  
 KM0057  ___________________________________________________________________
 KM0057  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 KM0057  DYNAMIC HT  -        1419.928 (meters)    4658.55  (feet)  COMP
 KM0057  MODELED GRAV-     979,623.8   (mgal)                       NAVD 88
 KM0057
 KM0057  VERT ORDER  -  SECOND    CLASS 0
 KM0057
 KM0057.The horizontal coordinates were scaled from a topographic map and have
 KM0057.an estimated accuracy of +/- 6 seconds.
 KM0057
 KM0057.The orthometric height was determined by differential leveling
 KM0057.and adjusted by the National Geodetic Survey in June 1991..
 KM0057
 KM0057.The geoid height was determined by GEOID03.
 KM0057
 KM0057.The dynamic height is computed by dividing the NAVD 88
 KM0057.geopotential number by the normal gravity value computed on the
 KM0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0057.degrees latitude (g = 980.6199 gals.).
 KM0057
 KM0057.The modeled gravity was interpolated from observed gravity values.
 KM0057
 KM0057;                    North         East    Units  Estimated Accuracy
 KM0057;SPC CO C     -   467,430.      628,580.      MT  (+/- 180 meters Scaled)
 KM0057
 KM0057                          SUPERSEDED SURVEY CONTROL
 KM0057
 KM0057  NGVD 29 (??/??/92) 1420.213  (m)         4659.48   (f) ADJ UNCH    2 0
 KM0057
 KM0057.Superseded values are not recommended for survey control.
 KM0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0057.See file dsdata.txt to determine how the superseded data were derived.
 KM0057
 KM0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ887469(NAD 83)
 KM0057_MARKER: DB = BENCH MARK DISK
 KM0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KM0057_STAMPING: H-153 1934
 KM0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0057+STABILITY: SURFACE MOTION
 KM0057
 KM0057  HISTORY     - Date     Condition        Report By
 KM0057  HISTORY     - 1934     MONUMENTED       CGS
 KM0057  HISTORY     - 1968     MARK NOT FOUND   USGS
 KM0057  HISTORY     - 1984     MARK NOT FOUND   NGS
 KM0057
 KM0057                          STATION DESCRIPTION
 KM0057
 KM0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KM0057'3.6 MI N FROM LOMA.
 KM0057'3.6 MILES NORTH OF LOMA SCHOOL ALONG STATE HWY. 139.  AT CROSS ROADS.
 KM0057'60 FEET EAST OF CENTERLINE OF IRRIGATION DITCH.  36 FEET NORTH OF
 KM0057'CENTERLINE OF CROSS ROAD.  27 FEET EAST OF CENTERLINE OF STATE HWY.
 KM0057'139.  12 FEET NORTH OF TELEPHONE POLE NO. L9-91.  11 FEET NORTH OF
 KM0057'SOUTHWEST FENCE CORNER.  2 FEET EAST OF ALEX SNYDER PROPERTY FENCE.
 KM0057'TABLET SET IN PRECAST CONCRETE POST.
 KM0057
 KM0057                          STATION RECOVERY (1968)
 KM0057
 KM0057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KM0057'MARK NOT FOUND.
 KM0057
 KM0057                          STATION RECOVERY (1984)
 KM0057
 KM0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KM0057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0119 ***********************************************************************
 LN0119  DESIGNATION -  H 154
 LN0119  PID         -  LN0119
 LN0119  STATE/COUNTY-  CO/RIO BLANCO
 LN0119  USGS QUAD   -  ROUGH GULCH (1972)
 LN0119
 LN0119                         *CURRENT SURVEY CONTROL
 LN0119  ___________________________________________________________________
 LN0119* NAD 83(1986)-  40 12 57.     (N)    108 29 25.     (W)     SCALED    
 LN0119* NAVD 88     -      1678.764  (meters)    5507.74   (feet)  ADJUSTED  
 LN0119  ___________________________________________________________________
 LN0119  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 LN0119  DYNAMIC HT  -        1677.184 (meters)    5502.56  (feet)  COMP
 LN0119  MODELED GRAV-     979,625.3   (mgal)                       NAVD 88
 LN0119
 LN0119  VERT ORDER  -  SECOND    CLASS 0
 LN0119
 LN0119.The horizontal coordinates were scaled from a topographic map and have
 LN0119.an estimated accuracy of +/- 6 seconds.
 LN0119
 LN0119.The orthometric height was determined by differential leveling
 LN0119.and adjusted by the National Geodetic Survey in June 1991..
 LN0119
 LN0119.The geoid height was determined by GEOID03.
 LN0119
 LN0119.The dynamic height is computed by dividing the NAVD 88
 LN0119.geopotential number by the normal gravity value computed on the
 LN0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0119.degrees latitude (g = 980.6199 gals.).
 LN0119
 LN0119.The modeled gravity was interpolated from observed gravity values.
 LN0119
 LN0119;                    North         East    Units  Estimated Accuracy
 LN0119;SPC CO N     -   407,080.      659,920.      MT  (+/- 180 meters Scaled)
 LN0119
 LN0119                          SUPERSEDED SURVEY CONTROL
 LN0119
 LN0119  NGVD 29 (??/??/92) 1677.521  (m)         5503.67   (f) ADJ UNCH    2 0
 LN0119
 LN0119.Superseded values are not recommended for survey control.
 LN0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0119.See file dsdata.txt to determine how the superseded data were derived.
 LN0119
 LN0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK135547(NAD 83)
 LN0119_MARKER: DB = BENCH MARK DISK
 LN0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0119_STAMPING: H-154 1934
 LN0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0119+STABILITY: SURFACE MOTION
 LN0119
 LN0119  HISTORY     - Date     Condition        Report By
 LN0119  HISTORY     - 1934     MONUMENTED       CGS
 LN0119
 LN0119                          STATION DESCRIPTION
 LN0119
 LN0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0119'3.1 MI N FROM ANGORA JCT.
 LN0119'3.4 MILES NORTH OF ANGORA JCT. B.M. ALONG WOLF CREEK RD.  ABOUT 1.7
 LN0119'MILE NORTHWEST OF MOUTH OF WOLF CREEK.  0.1 MILE NORTHWEST OF POINT
 LN0119'WHERE ROAD FORDS WOLF CREEK.  210 FEET NORTHWEST OF STEEP PITCH IN
 LN0119'ROAD OUT OF CREEK BOTTOM THRU NARROW CUT.  18 FEET NORTHEAST OF
 LN0119'CENTERLINE OF WOLF CREEK ROAD.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0472 ***********************************************************************
 LM0472  DESIGNATION -  H 155
 LM0472  PID         -  LM0472
 LM0472  STATE/COUNTY-  CO/RIO BLANCO
 LM0472  USGS QUAD   -  RATTLESNAKE MESA (1966)
 LM0472
 LM0472                         *CURRENT SURVEY CONTROL
 LM0472  ___________________________________________________________________
 LM0472* NAD 83(1986)-  40 03 07.     (N)    107 52 25.     (W)     SCALED    
 LM0472* NAVD 88     -      1935.819  (meters)    6351.10   (feet)  ADJUSTED  
 LM0472  ___________________________________________________________________
 LM0472  GEOID HEIGHT-         -15.24  (meters)                     GEOID03
 LM0472  DYNAMIC HT  -        1933.871 (meters)    6344.71  (feet)  COMP
 LM0472  MODELED GRAV-     979,551.4   (mgal)                       NAVD 88
 LM0472
 LM0472  VERT ORDER  -  SECOND    CLASS 0
 LM0472
 LM0472.The horizontal coordinates were scaled from a topographic map and have
 LM0472.an estimated accuracy of +/- 6 seconds.
 LM0472
 LM0472.The orthometric height was determined by differential leveling
 LM0472.and adjusted by the National Geodetic Survey in June 1991..
 LM0472
 LM0472.The geoid height was determined by GEOID03.
 LM0472
 LM0472.The dynamic height is computed by dividing the NAVD 88
 LM0472.geopotential number by the normal gravity value computed on the
 LM0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0472.degrees latitude (g = 980.6199 gals.).
 LM0472
 LM0472.The modeled gravity was interpolated from observed gravity values.
 LM0472
 LM0472;                    North         East    Units  Estimated Accuracy
 LM0472;SPC CO N     -   387,300.      711,900.      MT  (+/- 180 meters Scaled)
 LM0472
 LM0472                          SUPERSEDED SURVEY CONTROL
 LM0472
 LM0472  NGVD 29 (??/??/92) 1934.522  (m)         6346.84   (f) ADJ UNCH    2 0
 LM0472
 LM0472.Superseded values are not recommended for survey control.
 LM0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0472.See file dsdata.txt to determine how the superseded data were derived.
 LM0472
 LM0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE548374(NAD 83)
 LM0472_MARKER: DB = BENCH MARK DISK
 LM0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0472_STAMPING: H 155 1934
 LM0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0472+STABILITY: SURFACE MOTION
 LM0472
 LM0472  HISTORY     - Date     Condition        Report By
 LM0472  HISTORY     - 1934     MONUMENTED       CGS
 LM0472  HISTORY     - 1966     MARK NOT FOUND   NGS
 LM0472
 LM0472                          STATION DESCRIPTION
 LM0472
 LM0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 LM0472'2.8 MI NE FROM MEEKER.
 LM0472'2.8 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE HIGH SCHOOL AT
 LM0472'MEEKER, RIO BLANCO COUNTY, ABOUT 0.8 MILE NORTH OF THE JUNCTION WITH
 LM0472'STATE HIGHWAY 132, 27 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD
 LM0472'LEADING TO COAL CREEK AND THORNBURG, 52 FEET EAST OF THE CENTER LINE
 LM0472'OF THE HIGHWAY, 12 FEET NORTHEAST OF THE NORTHWEST CORNER OF A FENCE,
 LM0472'AND 3 FEET NORTHWEST OF A FENCE.  A STANDARD DISK, STAMPED H 155 1934
 LM0472'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- PROBABLY DESTROYED OR
 LM0472'BURRIED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0497 ***********************************************************************
 KL0497  DESIGNATION -  H 156
 KL0497  PID         -  KL0497
 KL0497  STATE/COUNTY-  CO/PITKIN
 KL0497  USGS QUAD   -  MOUNT SOPRIS (1987)
 KL0497
 KL0497                         *CURRENT SURVEY CONTROL
 KL0497  ___________________________________________________________________
 KL0497* NAD 83(1986)-  39 18 05.     (N)    107 12 47.     (W)     SCALED    
 KL0497* NAVD 88     -      1982.267  (meters)    6503.49   (feet)  ADJUSTED  
 KL0497  ___________________________________________________________________
 KL0497  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 KL0497  DYNAMIC HT  -        1979.959 (meters)    6495.92  (feet)  COMP
 KL0497  MODELED GRAV-     979,393.7   (mgal)                       NAVD 88
 KL0497
 KL0497  VERT ORDER  -  SECOND    CLASS 0
 KL0497
 KL0497.The horizontal coordinates were scaled from a topographic map and have
 KL0497.an estimated accuracy of +/- 6 seconds.
 KL0497
 KL0497.The orthometric height was determined by differential leveling
 KL0497.and adjusted by the National Geodetic Survey in June 1991..
 KL0497
 KL0497.The geoid height was determined by GEOID03.
 KL0497
 KL0497.The dynamic height is computed by dividing the NAVD 88
 KL0497.geopotential number by the normal gravity value computed on the
 KL0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0497.degrees latitude (g = 980.6199 gals.).
 KL0497
 KL0497.The modeled gravity was interpolated from observed gravity values.
 KL0497
 KL0497;                    North         East    Units  Estimated Accuracy
 KL0497;SPC CO C     -   469,160.      766,660.      MT  (+/- 180 meters Scaled)
 KL0497
 KL0497                          SUPERSEDED SURVEY CONTROL
 KL0497
 KL0497  NGVD 29 (??/??/92) 1980.788  (m)         6498.64   (f) ADJ UNCH    2 0
 KL0497
 KL0497.Superseded values are not recommended for survey control.
 KL0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0497.See file dsdata.txt to determine how the superseded data were derived.
 KL0497
 KL0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD091525(NAD 83)
 KL0497_MARKER: DB = BENCH MARK DISK
 KL0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0497_STAMPING: H 156 1934
 KL0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0497+STABILITY: SURFACE MOTION
 KL0497
 KL0497  HISTORY     - Date     Condition        Report By
 KL0497  HISTORY     - 1934     MONUMENTED       CGS
 KL0497  HISTORY     - 1960     MARK NOT FOUND   USGS
 KL0497
 KL0497                          STATION DESCRIPTION
 KL0497
 KL0497'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 KL0497'7.6 MI S FROM CARBONDALE.
 KL0497'IN PITKIN COUNTY, 7.6 MILES SOUTH ALONG THE OLD ROADBED OF THE
 KL0497'ABANDONED CRYSTAL RIVER AND SAN JUAN RAILROAD FROM THE STATION AT
 KL0497'CARBONDALE, GARFIELD COUNTY, 285 FEET NORTH OF A WATER SPOUT, 257 FEET
 KL0497'NORTH OF THE CENTER OF A ROAD BRIDGE OVER CRYSTAL RIVER AND A PRIVATE
 KL0497'ROAD LEADING TO THE JIM WHITBED RANCH IN 1934, 21 FEET WEST OF THE
 KL0497'CENTERLINE OF THE ROAD, 25 FEET EAST OF THE CENTERLINE OF THE OLD
 KL0497'ROADBED, AND ABOUT 3 FEET HIGHER THAN THE OLD ROADBED.  A STANDARD
 KL0497'DISK, STAMPED H 156 1934, AND SET IN THE TOP OF A CONCRETE POST.
 KL0497'NOTE-- NEW ROAD WAS PUT IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0261 ***********************************************************************
 JL0261  DESIGNATION -  H 157
 JL0261  PID         -  JL0261
 JL0261  STATE/COUNTY-  CO/GUNNISON
 JL0261  USGS QUAD   -  PAONIA RESERVOIR (1964)
 JL0261
 JL0261                         *CURRENT SURVEY CONTROL
 JL0261  ___________________________________________________________________
 JL0261* NAD 83(1986)-  38 56 44.     (N)    107 18 03.     (W)     SCALED    
 JL0261* NAVD 88     -      2019.966  (meters)    6627.17   (feet)  ADJUSTED  
 JL0261  ___________________________________________________________________
 JL0261  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 JL0261  DYNAMIC HT  -        2017.598 (meters)    6619.40  (feet)  COMP
 JL0261  MODELED GRAV-     979,384.7   (mgal)                       NAVD 88
 JL0261
 JL0261  VERT ORDER  -  SECOND    CLASS 0
 JL0261
 JL0261.The horizontal coordinates were scaled from a topographic map and have
 JL0261.an estimated accuracy of +/- 6 seconds.
 JL0261
 JL0261.The orthometric height was determined by differential leveling
 JL0261.and adjusted by the National Geodetic Survey in June 1991..
 JL0261
 JL0261.The geoid height was determined by GEOID03.
 JL0261
 JL0261.The dynamic height is computed by dividing the NAVD 88
 JL0261.geopotential number by the normal gravity value computed on the
 JL0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0261.degrees latitude (g = 980.6199 gals.).
 JL0261
 JL0261.The modeled gravity was interpolated from observed gravity values.
 JL0261
 JL0261;                    North         East    Units  Estimated Accuracy
 JL0261;SPC CO C     -   429,810.      758,300.      MT  (+/- 180 meters Scaled)
 JL0261
 JL0261                          SUPERSEDED SURVEY CONTROL
 JL0261
 JL0261  NGVD 29 (??/??/92) 2018.447  (m)         6622.19   (f) ADJ UNCH    2 0
 JL0261
 JL0261.Superseded values are not recommended for survey control.
 JL0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0261.See file dsdata.txt to determine how the superseded data were derived.
 JL0261
 JL0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD006132(NAD 83)
 JL0261_MARKER: DB = BENCH MARK DISK
 JL0261_SETTING: 80 = SET IN A BOULDER
 JL0261_SP_SET: BOULDER
 JL0261_STAMPING: H 157 1934
 JL0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0261+STABILITY: SURFACE MOTION
 JL0261
 JL0261  HISTORY     - Date     Condition        Report By
 JL0261  HISTORY     - 1934     MONUMENTED       CGS
 JL0261  HISTORY     - 1964     GOOD             USGS
 JL0261
 JL0261                          STATION DESCRIPTION
 JL0261
 JL0261'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 JL0261'4.3 MI SE FROM BARDINE.
 JL0261'4.3 MILES SOUTHEAST ALONG STATE HIGHWAY 135 FROM ITS JUNCTION WITH
 JL0261'STATE HIGHWAY 133, AT THE WEST EDGE OF A GROUP OF SHEEP CORRALS, IN A
 JL0261'15X19 FT. SANDSTONE BOULDER, 25 FEET SOUTHEAST OF THE CENTERLINE OF
 JL0261'THE HIGHWAY AND ABOUT 2 FEET ABOVE IT, A STANDARD DISK STAMPED H 157
 JL0261'1934 CEMENTED IN A DRILL HOLE IN THE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0527 ***********************************************************************
 KL0527  DESIGNATION -  H 158
 KL0527  PID         -  KL0527
 KL0527  STATE/COUNTY-  CO/EAGLE
 KL0527  USGS QUAD   -  LEON (1987)
 KL0527
 KL0527                         *CURRENT SURVEY CONTROL
 KL0527  ___________________________________________________________________
 KL0527* NAD 83(1986)-  39 23 21.     (N)    107 06 22.     (W)     SCALED    
 KL0527* NAVD 88     -      1954.297  (meters)    6411.72   (feet)  ADJUSTED  
 KL0527  ___________________________________________________________________
 KL0527  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 KL0527  DYNAMIC HT  -        1952.122 (meters)    6404.59  (feet)  COMP
 KL0527  MODELED GRAV-     979,446.0   (mgal)                       NAVD 88
 KL0527
 KL0527  VERT ORDER  -  SECOND    CLASS 0
 KL0527
 KL0527.The horizontal coordinates were scaled from a topographic map and have
 KL0527.an estimated accuracy of +/- 6 seconds.
 KL0527
 KL0527.The orthometric height was determined by differential leveling
 KL0527.and adjusted by the National Geodetic Survey in June 1991..
 KL0527
 KL0527.The geoid height was determined by GEOID03.
 KL0527
 KL0527.The dynamic height is computed by dividing the NAVD 88
 KL0527.geopotential number by the normal gravity value computed on the
 KL0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0527.degrees latitude (g = 980.6199 gals.).
 KL0527
 KL0527.The modeled gravity was interpolated from observed gravity values.
 KL0527
 KL0527;                    North         East    Units  Estimated Accuracy
 KL0527;SPC CO C     -   478,730.      776,050.      MT  (+/- 180 meters Scaled)
 KL0527
 KL0527                          SUPERSEDED SURVEY CONTROL
 KL0527
 KL0527  NGVD 29 (??/??/92) 1952.913  (m)         6407.18   (f) ADJ UNCH    2 0
 KL0527
 KL0527.Superseded values are not recommended for survey control.
 KL0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0527.See file dsdata.txt to determine how the superseded data were derived.
 KL0527
 KL0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD186620(NAD 83)
 KL0527_MARKER: DB = BENCH MARK DISK
 KL0527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0527_STAMPING: H 158 1934
 KL0527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0527+STABILITY: SURFACE MOTION
 KL0527
 KL0527  HISTORY     - Date     Condition        Report By
 KL0527  HISTORY     - 1934     MONUMENTED       CGS
 KL0527  HISTORY     - 19910605 MARK NOT FOUND   NGS
 KL0527
 KL0527                          STATION DESCRIPTION
 KL0527
 KL0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KL0527'6.2 MI SE FROM CARBONDALE.
 KL0527'IN EAGLE COUNTY, 6.2 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE
 KL0527'WESTERN RAILROAD FROM THE STATION AT CARBONDALE, GARFIELD COUNTY, 90
 KL0527'FEET EAST OF MILEPOST 379, 15 FEET EAST OF THE ENTRANCE OF A SMALL
 KL0527'CUT, 13 FEET NORTHEAST OF THE CENTERINE OF A ROAD, 37 FEET NORTHEAST
 KL0527'OF THE CENTERLINE OF THE TRACK, AND 1.5 FEET SOUTHWEST OF A FENCE.  A
 KL0527'STANDARD DISK, STAMPED H 158 1934 AND SET IN THE TOP OF A CONCRETE
 KL0527'POST.
 KL0527
 KL0527                          STATION RECOVERY (1991)
 KL0527
 KL0527'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KL0527'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0287 ***********************************************************************
 KL0287  DESIGNATION -  H 159
 KL0287  PID         -  KL0287
 KL0287  STATE/COUNTY-  CO/PITKIN
 KL0287  USGS QUAD   -  NEW YORK PEAK (1987)
 KL0287
 KL0287                         *CURRENT SURVEY CONTROL
 KL0287  ___________________________________________________________________
 KL0287* NAD 83(1986)-  39 07 28.     (N)    106 37 55.     (W)     SCALED    
 KL0287* NAVD 88     -      3183.262  (meters)   10443.75   (feet)  ADJUSTED  
 KL0287  ___________________________________________________________________
 KL0287  GEOID HEIGHT-         -13.04  (meters)                     GEOID03
 KL0287  DYNAMIC HT  -        3178.863 (meters)   10429.32  (feet)  COMP
 KL0287  MODELED GRAV-     979,129.9   (mgal)                       NAVD 88
 KL0287
 KL0287  VERT ORDER  -  SECOND    CLASS 0
 KL0287
 KL0287.The horizontal coordinates were scaled from a topographic map and have
 KL0287.an estimated accuracy of +/- 6 seconds.
 KL0287
 KL0287.The orthometric height was determined by differential leveling
 KL0287.and adjusted by the National Geodetic Survey in June 1991..
 KL0287
 KL0287.The geoid height was determined by GEOID03.
 KL0287
 KL0287.The dynamic height is computed by dividing the NAVD 88
 KL0287.geopotential number by the normal gravity value computed on the
 KL0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0287.degrees latitude (g = 980.6199 gals.).
 KL0287
 KL0287.The modeled gravity was interpolated from observed gravity values.
 KL0287
 KL0287;                    North         East    Units  Estimated Accuracy
 KL0287;SPC CO C     -   448,730.      816,530.      MT  (+/- 180 meters Scaled)
 KL0287
 KL0287                          SUPERSEDED SURVEY CONTROL
 KL0287
 KL0287  NGVD 29 (??/??/92) 3181.356  (m)        10437.50   (f) ADJ UNCH    2 0
 KL0287
 KL0287.Superseded values are not recommended for survey control.
 KL0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0287.See file dsdata.txt to determine how the superseded data were derived.
 KL0287
 KL0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD589318(NAD 83)
 KL0287_MARKER: DB = BENCH MARK DISK
 KL0287_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KL0287_SP_SET: CULVERT
 KL0287_STAMPING: H 159 1934
 KL0287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0287
 KL0287  HISTORY     - Date     Condition        Report By
 KL0287  HISTORY     - 1934     MONUMENTED       CGS
 KL0287  HISTORY     - 19950817 MARK NOT FOUND   USPSQD
 KL0287
 KL0287                          STATION DESCRIPTION
 KL0287
 KL0287'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KL0287'6.3 MI W FROM INDEPENDENCE PASS.
 KL0287'IN PITKIN COUNTY, 6.3 MILES WEST ALONG STATE HIGHWAY 82 FROM BENCH
 KL0287'MARK E 159 AT INDEPENDENCE PASS, LAKE COUNTY, 0.4 MILE NORTHWEST OF
 KL0287'THE LOST MAN RANGER STATION, 0.3 MILE NORTHWEST OF A BRIDGE WITH
 KL0287'CONCRETE CURBS, 300 FEET NORTHEAST OF POLE 1436, AT A CULVERT, IN THE
 KL0287'NORTH CONCRETE HEADWALL, AND 18 FEET NORTH OF THE CENTERLINE OF THE
 KL0287'HIGHWAY.  A STANDARD DISK, STAMPED H 159 1934.
 KL0287
 KL0287                          STATION RECOVERY (1995)
 KL0287
 KL0287'RECOVERY NOTE BY US POWER SQUADRON 1995
 KL0287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0141 ***********************************************************************
 LK0141  DESIGNATION -  H 16
 LK0141  PID         -  LK0141
 LK0141  STATE/COUNTY-  CO/LOGAN
 LK0141  USGS QUAD   -  CROOK (1984)
 LK0141
 LK0141                         *CURRENT SURVEY CONTROL
 LK0141  ___________________________________________________________________
 LK0141* NAD 83(1986)-  40 50 06.     (N)    102 52 02.     (W)     SCALED    
 LK0141* NAVD 88     -      1141.704  (meters)    3745.74   (feet)  ADJUSTED  
 LK0141  ___________________________________________________________________
 LK0141  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 LK0141  DYNAMIC HT  -        1140.905 (meters)    3743.12  (feet)  COMP
 LK0141  MODELED GRAV-     979,885.4   (mgal)                       NAVD 88
 LK0141
 LK0141  VERT ORDER  -  FIRST     CLASS II
 LK0141
 LK0141.The horizontal coordinates were scaled from a topographic map and have
 LK0141.an estimated accuracy of +/- 6 seconds.
 LK0141
 LK0141.The orthometric height was determined by differential leveling
 LK0141.and adjusted by the National Geodetic Survey in June 1991..
 LK0141.WARNING-Repeat measurements at this control monument indicate possible
 LK0141.vertical movement.
 LK0141
 LK0141.The geoid height was determined by GEOID03.
 LK0141
 LK0141.The dynamic height is computed by dividing the NAVD 88
 LK0141.geopotential number by the normal gravity value computed on the
 LK0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0141.degrees latitude (g = 980.6199 gals.).
 LK0141
 LK0141.The modeled gravity was interpolated from observed gravity values.
 LK0141
 LK0141;                    North         East    Units  Estimated Accuracy
 LK0141;SPC CO N     -   474,840.    1,136,430.      MT  (+/- 180 meters Scaled)
 LK0141
 LK0141                          SUPERSEDED SURVEY CONTROL
 LK0141
 LK0141  NGVD 29 (02/14/92) 1141.181  (m)         3744.02   (f) ADJUSTED    1 2
 LK0141
 LK0141.Superseded values are not recommended for survey control.
 LK0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0141.See file dsdata.txt to determine how the superseded data were derived.
 LK0141
 LK0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF798226(NAD 83)
 LK0141_MARKER: DB = BENCH MARK DISK
 LK0141_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LK0141_SP_SET: RETAINING WALL
 LK0141_STAMPING: H 16 1926 3743.792
 LK0141_MARK LOGO: CGS   
 LK0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0141+STABILITY: SURFACE MOTION
 LK0141
 LK0141  HISTORY     - Date     Condition        Report By
 LK0141  HISTORY     - 1926     MONUMENTED       CGS
 LK0141  HISTORY     - 1941     GOOD             NGS
 LK0141  HISTORY     - 1970     MARK NOT FOUND   NGS
 LK0141  HISTORY     - 1986     POOR             NGS
 LK0141
 LK0141                          STATION DESCRIPTION
 LK0141
 LK0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LK0141'3.6 MI SW FROM CROOK.
 LK0141'3.6 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM CROOK, 50
 LK0141'FEET SOUTH OF BRIDGE 33.84 AT AN OLD HIGHWAY BRIDGE OVER AN
 LK0141'IRRIGATION CANAL, AND IN THE TOP OF THE BASE OF THE NORTH RAILING.
 LK0141'A STANDARD DISK, STAMPED 3743.792 H 16 1926.
 LK0141
 LK0141                          STATION RECOVERY (1970)
 LK0141
 LK0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 LK0141'MARK NOT FOUND.
 LK0141
 LK0141                          STATION RECOVERY (1986)
 LK0141
 LK0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LK0141'RECOVERED IN POOR CONDITION.  THE 1941 DESCRIPTION IS ADEQUATE EXCEPT
 LK0141'RETAINING WALL IS CRACKED AND IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0248 ***********************************************************************
 JL0248  DESIGNATION -  H 160
 JL0248  PID         -  JL0248
 JL0248  STATE/COUNTY-  CO/GUNNISON
 JL0248  USGS QUAD   -  GUNNISON (1970)
 JL0248
 JL0248                         *CURRENT SURVEY CONTROL
 JL0248  ___________________________________________________________________
 JL0248* NAD 83(1986)-  38 35 14.     (N)    106 54 14.     (W)     SCALED    
 JL0248* NAVD 88     -      2381.947  (meters)    7814.77   (feet)  ADJUSTED  
 JL0248  ___________________________________________________________________
 JL0248  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 JL0248  DYNAMIC HT  -        2379.032 (meters)    7805.21  (feet)  COMP
 JL0248  MODELED GRAV-     979,318.6   (mgal)                       NAVD 88
 JL0248
 JL0248  VERT ORDER  -  SECOND    CLASS 0
 JL0248
 JL0248.The horizontal coordinates were scaled from a topographic map and have
 JL0248.an estimated accuracy of +/- 6 seconds.
 JL0248
 JL0248.The orthometric height was determined by differential leveling
 JL0248.and adjusted by the National Geodetic Survey in June 1991..
 JL0248
 JL0248.The geoid height was determined by GEOID03.
 JL0248
 JL0248.The dynamic height is computed by dividing the NAVD 88
 JL0248.geopotential number by the normal gravity value computed on the
 JL0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0248.degrees latitude (g = 980.6199 gals.).
 JL0248
 JL0248.The modeled gravity was interpolated from observed gravity values.
 JL0248
 JL0248;                    North         East    Units  Estimated Accuracy
 JL0248;SPC CO C     -   389,430.      792,090.      MT  (+/- 180 meters Scaled)
 JL0248
 JL0248                          SUPERSEDED SURVEY CONTROL
 JL0248
 JL0248  NGVD 29 (??/??/92) 2380.397  (m)         7809.69   (f) ADJ UNCH    2 0
 JL0248
 JL0248.Superseded values are not recommended for survey control.
 JL0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0248.See file dsdata.txt to determine how the superseded data were derived.
 JL0248
 JL0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC341726(NAD 83)
 JL0248_MARKER: DB = BENCH MARK DISK
 JL0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0248_STAMPING: H 160 1934
 JL0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0248+STABILITY: SURFACE MOTION
 JL0248
 JL0248  HISTORY     - Date     Condition        Report By
 JL0248  HISTORY     - 1934     MONUMENTED       CGS
 JL0248  HISTORY     - 1938     GOOD             NGS
 JL0248
 JL0248                          STATION DESCRIPTION
 JL0248
 JL0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JL0248'4.1 MI NE FROM GUNNISON.
 JL0248'4.1 MILES NORTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0248'FROM THE STATION AT GUNNISON, AT THE CROSSING OF A ROAD LEADING NORTH
 JL0248'TO A YELLOW HOUSE WITH A GREEN ROOF, 45 FEET NORTHWEST OF THE
 JL0248'CENTERLINE OF THE TRACK, 18 FEET WEST OF THE CENTERLINE OF THE ROAD,
 JL0248'24 FEET SOUTHWEST OF AN EAST FENCE CORNER AND GATE, AND 2.8 FEET
 JL0248'SOUTHEAST OF THE FENCE.  A STANDARD DISK, STAMPED H 160 1934 AND SET
 JL0248'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0035 ***********************************************************************
 HL0035  DESIGNATION -  H 161
 HL0035  PID         -  HL0035
 HL0035  STATE/COUNTY-  CO/SAGUACHE
 HL0035  USGS QUAD   -  LA GARITA (1968)
 HL0035
 HL0035                         *CURRENT SURVEY CONTROL
 HL0035  ___________________________________________________________________
 HL0035* NAD 83(1986)-  37 51 51.     (N)    106 08 48.     (W)     SCALED    
 HL0035* NAVD 88     -      2322.261  (meters)    7618.95   (feet)  ADJUSTED  
 HL0035  ___________________________________________________________________
 HL0035  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 HL0035  DYNAMIC HT  -        2319.280 (meters)    7609.17  (feet)  COMP
 HL0035  MODELED GRAV-     979,262.5   (mgal)                       NAVD 88
 HL0035
 HL0035  VERT ORDER  -  SECOND    CLASS 0
 HL0035
 HL0035.The horizontal coordinates were scaled from a topographic map and have
 HL0035.an estimated accuracy of +/- 6 seconds.
 HL0035
 HL0035.The orthometric height was determined by differential leveling
 HL0035.and adjusted by the National Geodetic Survey in June 1991..
 HL0035
 HL0035.The geoid height was determined by GEOID03.
 HL0035
 HL0035.The dynamic height is computed by dividing the NAVD 88
 HL0035.geopotential number by the normal gravity value computed on the
 HL0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0035.degrees latitude (g = 980.6199 gals.).
 HL0035
 HL0035.The modeled gravity was interpolated from observed gravity values.
 HL0035
 HL0035;                    North         East    Units  Estimated Accuracy
 HL0035;SPC CO S     -   437,900.      857,500.      MT  (+/- 180 meters Scaled)
 HL0035
 HL0035                          SUPERSEDED SURVEY CONTROL
 HL0035
 HL0035  NGVD 29 (??/??/92) 2320.880  (m)         7614.42   (f) ADJ UNCH    2 0
 HL0035
 HL0035.Superseded values are not recommended for survey control.
 HL0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0035.See file dsdata.txt to determine how the superseded data were derived.
 HL0035
 HL0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB991913(NAD 83)
 HL0035_MARKER: DB = BENCH MARK DISK
 HL0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0035_STAMPING: H 161 1934
 HL0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0035+STABILITY: SURFACE MOTION
 HL0035
 HL0035  HISTORY     - Date     Condition        Report By
 HL0035  HISTORY     - 1934     MONUMENTED       CGS
 HL0035
 HL0035                          STATION DESCRIPTION
 HL0035
 HL0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0035'15.4 MI S FROM SAGUACHE.
 HL0035'ABOUT 15.4 MILES SOUTH ALONG U.S. HIGHWAY 285 FROM THE JUNCTION OF
 HL0035'STATE HIGHWAY 114 AT SAGUACHE, SAGUACHE COUNTY, ABOUT 110 FEET WEST OF
 HL0035'THE SOUTHWEST CORNER OF THE JUNCTION OF A ROAD LEADING WEST, ABOUT 125
 HL0035'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND 3 FEET SOUTH OF AN
 HL0035'ANGLE POST IN A FENCE LINE.  A STANDARD DISK, STAMPED H 161 1934 AND
 HL0035'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0094 ***********************************************************************
 HL0094  DESIGNATION -  H 162
 HL0094  PID         -  HL0094
 HL0094  STATE/COUNTY-  CO/ARCHULETA
 HL0094  USGS QUAD   -  SADDLE MOUNTAIN (1984)
 HL0094
 HL0094                         *CURRENT SURVEY CONTROL
 HL0094  ___________________________________________________________________
 HL0094* NAD 83(1986)-  37 23 03.     (N)    106 53 43.     (W)     SCALED    
 HL0094* NAVD 88     -      2351.627  (meters)    7715.30   (feet)  ADJUSTED  
 HL0094  ___________________________________________________________________
 HL0094  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 HL0094  DYNAMIC HT  -        2348.413 (meters)    7704.75  (feet)  COMP
 HL0094  MODELED GRAV-     979,180.1   (mgal)                       NAVD 88
 HL0094
 HL0094  VERT ORDER  -  SECOND    CLASS 0
 HL0094
 HL0094.The horizontal coordinates were scaled from a topographic map and have
 HL0094.an estimated accuracy of +/- 6 seconds.
 HL0094
 HL0094.The orthometric height was determined by differential leveling
 HL0094.and adjusted by the National Geodetic Survey in June 1991..
 HL0094
 HL0094.The geoid height was determined by GEOID03.
 HL0094
 HL0094.The dynamic height is computed by dividing the NAVD 88
 HL0094.geopotential number by the normal gravity value computed on the
 HL0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0094.degrees latitude (g = 980.6199 gals.).
 HL0094
 HL0094.The modeled gravity was interpolated from observed gravity values.
 HL0094
 HL0094;                    North         East    Units  Estimated Accuracy
 HL0094;SPC CO S     -   385,350.      790,840.      MT  (+/- 180 meters Scaled)
 HL0094
 HL0094                          SUPERSEDED SURVEY CONTROL
 HL0094
 HL0094  NGVD 29 (??/??/92) 2350.137  (m)         7710.41   (f) ADJ UNCH    2 0
 HL0094
 HL0094.Superseded values are not recommended for survey control.
 HL0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0094.See file dsdata.txt to determine how the superseded data were derived.
 HL0094
 HL0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB322391(NAD 83)
 HL0094_MARKER: DB = BENCH MARK DISK
 HL0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0094_STAMPING: H 162 1934
 HL0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0094+STABILITY: SURFACE MOTION
 HL0094
 HL0094  HISTORY     - Date     Condition        Report By
 HL0094  HISTORY     - 1934     MONUMENTED       CGS
 HL0094  HISTORY     - 1978     MARK NOT FOUND   USGS
 HL0094  HISTORY     - 1978     MARK NOT FOUND   USGS
 HL0094
 HL0094                          STATION DESCRIPTION
 HL0094
 HL0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0094'12.1 MI NE FROM PAGOSA SPRINGS.
 HL0094'ABOUT 12.1 MILES NORTHEAST ALONG U.S. HIGHWAY 160 FROM PAGOSA SPRINGS,
 HL0094'ARCHULETA COUNTY, IN THE CORNER OF THE AT LAST RANCHHOUSE YARD, ABOUT
 HL0094'87 FEET NORTHEAST OF THE NORTH CORNER OF A RED FEED HOUSE, 48.1 FEET
 HL0094'NORTHWEST OF THE WEST CORNER OF THE RANCHHOUSE, 27.1 FEET NORTHEAST OF
 HL0094'THE CENTER LINE OF THE HIGHWAY, 18.7 FEET WEST OF A 25-INCH PINE TREE,
 HL0094'21 FEET EAST OF THE WEST CORNER-POST OF THE YARD FENCE, 2.2 FEET
 HL0094'SOUTHEAST OF THE SOUTHWEST-AND-NORTHEAST YARD FENCE, AND 2.1 FEET
 HL0094'NORTHEAST OF THE YARD FENCE PARALLELING THE HIGHWAY.  A STANDARD DISK,
 HL0094'STAMPED H 162 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HL0094
 HL0094                          STATION RECOVERY (1978)
 HL0094
 HL0094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HL0094'MARK NOT FOUND.
 HL0094
 HL0094                          STATION RECOVERY (1978)
 HL0094
 HL0094'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HL0094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0007 ***********************************************************************
 HL0007  DESIGNATION -  H 163
 HL0007  PID         -  HL0007
 HL0007  STATE/COUNTY-  CO/RIO GRANDE
 HL0007  USGS QUAD   -  MONTE VISTA (1964)
 HL0007
 HL0007                         *CURRENT SURVEY CONTROL
 HL0007  ___________________________________________________________________
 HL0007* NAD 83(1986)-  37 34 49.     (N)    106 08 41.     (W)     SCALED    
 HL0007* NAVD 88     -      2335.646  (meters)    7662.87   (feet)  ADJUSTED  
 HL0007  ___________________________________________________________________
 HL0007  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 HL0007  DYNAMIC HT  -        2332.558 (meters)    7652.73  (feet)  COMP
 HL0007  MODELED GRAV-     979,224.3   (mgal)                       NAVD 88
 HL0007
 HL0007  VERT ORDER  -  SECOND    CLASS 0
 HL0007
 HL0007.The horizontal coordinates were scaled from a topographic map and have
 HL0007.an estimated accuracy of +/- 6 seconds.
 HL0007
 HL0007.The orthometric height was determined by differential leveling
 HL0007.and adjusted by the National Geodetic Survey in June 1991..
 HL0007
 HL0007.The geoid height was determined by GEOID03.
 HL0007
 HL0007.The dynamic height is computed by dividing the NAVD 88
 HL0007.geopotential number by the normal gravity value computed on the
 HL0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0007.degrees latitude (g = 980.6199 gals.).
 HL0007
 HL0007.The modeled gravity was interpolated from observed gravity values.
 HL0007
 HL0007;                    North         East    Units  Estimated Accuracy
 HL0007;SPC CO S     -   406,390.      857,460.      MT  (+/- 180 meters Scaled)
 HL0007
 HL0007                          SUPERSEDED SURVEY CONTROL
 HL0007
 HL0007  NGVD 29 (??/??/92) 2334.259  (m)         7658.31   (f) ADJ UNCH    2 0
 HL0007
 HL0007.Superseded values are not recommended for survey control.
 HL0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0007.See file dsdata.txt to determine how the superseded data were derived.
 HL0007
 HL0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB989598(NAD 83)
 HL0007_MARKER: DB = BENCH MARK DISK
 HL0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0007_STAMPING: H 163 1934
 HL0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0007+STABILITY: SURFACE MOTION
 HL0007
 HL0007  HISTORY     - Date     Condition        Report By
 HL0007  HISTORY     - 1934     MONUMENTED       CGS
 HL0007  HISTORY     - 1938     GOOD             NGS
 HL0007
 HL0007                          STATION DESCRIPTION
 HL0007
 HL0007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HL0007'IN MONTE VISTA.
 HL0007'AT MONTE VISTA, RIO GRANDE COUNTY, 105 FEET SOUTHWEST OF THE SOUTHWEST
 HL0007'CORNER OF THE DENVER AND RIO GRANDE WESTERN RAILROAD STATION, IN THE
 HL0007'SOUTHWEST CORNER OF THE STATION PARK, 85 FEET SOUTH OF THE CENTER LINE
 HL0007'OF THE MAIN TRACK, 48 FEET NORTH OF THE NORTH SIDE OF A WALK LEADING
 HL0007'THROUGH THE PARK, 52 FEET EAST OF THE WEST GATE IN THE PARK FENCE, 14
 HL0007'FEET WEST OF A BIG TREE, 10 FEET EAST OF ANOTHER TREE, AND 6 FEET
 HL0007'SOUTH OF THE NORTH PARK FENCE.  A STANDARD DISK, STAMPED H 163 1934
 HL0007'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2106 ***********************************************************************
 KK2106  DESIGNATION -  H 164 RESET
 KK2106  PID         -  KK2106
 KK2106  STATE/COUNTY-  CO/GILPIN
 KK2106  USGS QUAD   -  BLACK HAWK (1963)
 KK2106
 KK2106                         *CURRENT SURVEY CONTROL
 KK2106  ___________________________________________________________________
 KK2106* NAD 83(1986)-  39 52 17.     (N)    105 27 50.     (W)     SCALED    
 KK2106* NAVD 88     -      2743.56   (meters)    9001.2    (feet)  RESET     
 KK2106  ___________________________________________________________________
 KK2106  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 KK2106
 KK2106  VERT ORDER  -  THIRD
 KK2106
 KK2106.The horizontal coordinates were scaled from a topographic map and have
 KK2106.an estimated accuracy of +/- 6 seconds.
 KK2106
 KK2106.The orthometric height was computed from unverified reset data.
 KK2106.No vertical observational check was made to the station.
 KK2106
 KK2106.The geoid height was determined by GEOID03.
 KK2106
 KK2106;                    North         East    Units  Estimated Accuracy
 KK2106;SPC CO N     -   364,540.      917,490.      MT  (+/- 180 meters Scaled)
 KK2106
 KK2106                          SUPERSEDED SURVEY CONTROL
 KK2106
 KK2106  NGVD 29 (03/28/06) 2742.16   (m)         8996.6    (f) RESET       3  
 KK2106
 KK2106.Superseded values are not recommended for survey control.
 KK2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2106.See file dsdata.txt to determine how the superseded data were derived.
 KK2106
 KK2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE603135(NAD 83)
 KK2106_MARKER: DV = VERTICAL CONTROL DISK
 KK2106_SETTING: 66 = SET IN ROCK OUTCROP
 KK2106_SP_SET: ROCK OUTCROP
 KK2106_STAMPING: H 164 RESET 1990
 KK2106_MARK LOGO: NGS   
 KK2106_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK2106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK2106+STABILITY: POSITION/ELEVATION WELL
 KK2106_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK2106+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2005
 KK2106
 KK2106  HISTORY     - Date     Condition        Report By
 KK2106  HISTORY     - 1990     MONUMENTED       NGS
 KK2106  HISTORY     - 20020921 GOOD             USPSQD
 KK2106  HISTORY     - 20050909 GOOD             USPSQD
 KK2106  HISTORY     - 20050909 GOOD             USPSQD
 KK2106
 KK2106                          STATION DESCRIPTION
 KK2106
 KK2106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 KK2106'4.8 MI (7.72 KM) SOUTH ALONG STATE HIGHWAY 119 FROM THE DENVER AND
 KK2106'SALT LAKE RAILWAY STATION AT ROLLINSVILLE, 0.4 MI (0.64 KM) SOUTH OF
 KK2106'GILPIN COUNTY ROAD 2, 29.3 M (96.13 FT) NORTHEAST OF A BUREAU OF
 KK2106'PUBLIC ROADS MARKER 563+21.0, 28.7 M (94.16 FT) NORTHEAST OF A FENCE
 KK2106'CORNER, 21.4 M (70.21 FT) SOUTHEAST OF THE CENTER LINE OF THE
 KK2106'HIGHWAY, 5.8 M (19.03 FT) SOUTH-SOUTHEAST OF THE EDGE OF THE ROAD
 KK2106'CUT, 0.6 M (1.97 FT) NORTHEAST OF A WITNESS POST AND 0.4 M (1.31 FT)
 KK2106'SOUTHWEST OF A RIGHT-OF-WAY FENCE.  IT IS 7.5 M (24.61 FT) NORTH OF
 KK2106'THE OLD BENCH MARK, AND PROJECTING 0.15 M (0.49 FT) ABOVE GROUND.
 KK2106
 KK2106                          STATION RECOVERY (2002)
 KK2106
 KK2106'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 KK2106'RECOVERED IN GOOD CONDITION.
 KK2106
 KK2106                          STATION RECOVERY (2005)
 KK2106
 KK2106'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 KK2106'RECOVERED IN GOOD CONDITION.
 KK2106
 KK2106                          STATION RECOVERY (2005)
 KK2106
 KK2106'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 KK2106'FROM GATE MARK 15500 ON HWY 119, GO ALONG FENCE LINE APPROX. 100-150
 KK2106'FEET SOUTHWEST(BACK TOWARDS BLACKHAWK)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0624 ***********************************************************************
 KK0624  DESIGNATION -  H 165
 KK0624  PID         -  KK0624
 KK0624  STATE/COUNTY-  CO/JEFFERSON
 KK0624  USGS QUAD   -  RALSTON BUTTES (1965)
 KK0624
 KK0624                         *CURRENT SURVEY CONTROL
 KK0624  ___________________________________________________________________
 KK0624* NAD 83(1986)-  39 51 31.     (N)    105 15 50.     (W)     SCALED    
 KK0624* NAVD 88     -      1971.193  (meters)    6467.16   (feet)  ADJUSTED  
 KK0624  ___________________________________________________________________
 KK0624  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 KK0624  DYNAMIC HT  -        1969.165 (meters)    6460.50  (feet)  COMP
 KK0624  MODELED GRAV-     979,527.2   (mgal)                       NAVD 88
 KK0624
 KK0624  VERT ORDER  -  SECOND    CLASS 0
 KK0624
 KK0624.The horizontal coordinates were scaled from a topographic map and have
 KK0624.an estimated accuracy of +/- 6 seconds.
 KK0624
 KK0624.The orthometric height was determined by differential leveling
 KK0624.and adjusted by the National Geodetic Survey in June 1991..
 KK0624
 KK0624.The geoid height was determined by GEOID03.
 KK0624
 KK0624.The dynamic height is computed by dividing the NAVD 88
 KK0624.geopotential number by the normal gravity value computed on the
 KK0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0624.degrees latitude (g = 980.6199 gals.).
 KK0624
 KK0624.The modeled gravity was interpolated from observed gravity values.
 KK0624
 KK0624;                    North         East    Units  Estimated Accuracy
 KK0624;SPC CO C     -   529,660.      934,610.      MT  (+/- 180 meters Scaled)
 KK0624
 KK0624                          SUPERSEDED SURVEY CONTROL
 KK0624
 KK0624  NGVD 29 (??/??/92) 1969.994  (m)         6463.22   (f) ADJ UNCH    2 0
 KK0624
 KK0624.Superseded values are not recommended for survey control.
 KK0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0624.See file dsdata.txt to determine how the superseded data were derived.
 KK0624
 KK0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE774120(NAD 83)
 KK0624_MARKER: DB = BENCH MARK DISK
 KK0624_SETTING: 80 = SET IN A BOULDER
 KK0624_STAMPING: H 165 1934
 KK0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0624+STABILITY: SURFACE MOTION
 KK0624
 KK0624  HISTORY     - Date     Condition        Report By
 KK0624  HISTORY     - 1934     MONUMENTED       CGS
 KK0624  HISTORY     - 1965     MARK NOT FOUND   NGS
 KK0624  HISTORY     - 1982     MARK NOT FOUND   NGS
 KK0624
 KK0624                          STATION DESCRIPTION
 KK0624
 KK0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0624'12.3 MI NW FROM ARVADA.
 KK0624'12.3 MILES NORTHWEST ALONG THE DENVER AND SALT LAKE RAILWAY FROM
 KK0624'ARVADA, JEFFERSON COUNTY, 0.3 MILE WEST OF MILEPOST 19, 500
 KK0624'FEET NORTHWEST OF MILEPOST 21, AT THE BEGINNING OF A LARGE
 KK0624'S-CURVE, AT THE SOUTHEAST END OF A CUT AND THE NORTHWEST END OF
 KK0624'A FILL, 55 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 25.5
 KK0624'FEET SOUTH OF A POLE, 23 FEET SOUTHWEST OF THE RIGHT-OF-WAY
 KK0624'FENCE, IN THE TOP OF THE SOUTHWEST END OF A 4 BY 6 FOOT GRANITE
 KK0624'BOULDER, 1.5 FEET ABOVE GROUND, AND 10 FEET LOWER THAN THE TOP OF
 KK0624'THE RAIL.  A STANDARD DISK, STAMPED H 165 1934.
 KK0624
 KK0624                          STATION RECOVERY (1965)
 KK0624
 KK0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KK0624'MARK NOT FOUND.
 KK0624
 KK0624                          STATION RECOVERY (1982)
 KK0624
 KK0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0624'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0950 ***********************************************************************
 KK0950  DESIGNATION -  H 167
 KK0950  PID         -  KK0950
 KK0950  STATE/COUNTY-  CO/PARK
 KK0950  USGS QUAD   -  FARNUM PEAK (1956)
 KK0950
 KK0950                         *CURRENT SURVEY CONTROL
 KK0950  ___________________________________________________________________
 KK0950* NAD 83(1986)-  39 14 06.     (N)    105 36 57.     (W)     SCALED    
 KK0950* NAVD 88     -      2704.597  (meters)    8873.33   (feet)  ADJUSTED  
 KK0950  ___________________________________________________________________
 KK0950  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 KK0950  DYNAMIC HT  -        2701.284 (meters)    8862.46  (feet)  COMP
 KK0950  MODELED GRAV-     979,303.7   (mgal)                       NAVD 88
 KK0950
 KK0950  VERT ORDER  -  SECOND    CLASS 0
 KK0950
 KK0950.The horizontal coordinates were scaled from a topographic map and have
 KK0950.an estimated accuracy of +/- 6 seconds.
 KK0950
 KK0950.The orthometric height was determined by differential leveling
 KK0950.and adjusted by the National Geodetic Survey in June 1991..
 KK0950
 KK0950.The geoid height was determined by GEOID03.
 KK0950
 KK0950.The dynamic height is computed by dividing the NAVD 88
 KK0950.geopotential number by the normal gravity value computed on the
 KK0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0950.degrees latitude (g = 980.6199 gals.).
 KK0950
 KK0950.The modeled gravity was interpolated from observed gravity values.
 KK0950
 KK0950;                    North         East    Units  Estimated Accuracy
 KK0950;SPC CO C     -   460,400.      904,400.      MT  (+/- 180 meters Scaled)
 KK0950
 KK0950                          SUPERSEDED SURVEY CONTROL
 KK0950
 KK0950  NGVD 29 (??/??/92) 2703.112  (m)         8868.46   (f) ADJ UNCH    2 0
 KK0950
 KK0950.Superseded values are not recommended for survey control.
 KK0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0950.See file dsdata.txt to determine how the superseded data were derived.
 KK0950
 KK0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD468430(NAD 83)
 KK0950_MARKER: DB = BENCH MARK DISK
 KK0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0950_STAMPING: H 167 1934
 KK0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0950+STABILITY: SURFACE MOTION
 KK0950
 KK0950  HISTORY     - Date     Condition        Report By
 KK0950  HISTORY     - 1934     MONUMENTED       CGS
 KK0950  HISTORY     - 1954     GOOD             NGS
 KK0950
 KK0950                          STATION DESCRIPTION
 KK0950
 KK0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0950'16 MI SE FROM JEFFERSON.
 KK0950'16.0 MILES SOUTHEAST ALONG STATE HIGHWAY 77 FROM THE GRAMMAR SCHOOL
 KK0950'AT JEFFERSON, PARK COUNTY, 83 FEET SOUTHEAST OF THE MAIN BUILDING
 KK0950'OF THE COLORADO FISH HATCHERY, 49 FEET SOUTH OF A TENANT HOUSE, 17
 KK0950'FEET EAST OF THE CENTERLINE OF A DRIVEWAY, AND 23 FEET NORTH OF THE
 KK0950'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED H 167 1934
 KK0950'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0127 ***********************************************************************
 HL0127  DESIGNATION -  H 168
 HL0127  PID         -  HL0127
 HL0127  STATE/COUNTY-  CO/MINERAL
 HL0127  USGS QUAD   -  CREEDE (1986)
 HL0127
 HL0127                         *CURRENT SURVEY CONTROL
 HL0127  ___________________________________________________________________
 HL0127* NAD 83(1986)-  37 49 27.     (N)    106 57 14.     (W)     SCALED    
 HL0127* NAVD 88     -      2654.539  (meters)    8709.10   (feet)  ADJUSTED  
 HL0127  ___________________________________________________________________
 HL0127  GEOID HEIGHT-         -15.34  (meters)                     GEOID03
 HL0127  DYNAMIC HT  -        2650.841 (meters)    8696.97  (feet)  COMP
 HL0127  MODELED GRAV-     979,141.3   (mgal)                       NAVD 88
 HL0127
 HL0127  VERT ORDER  -  SECOND    CLASS 0
 HL0127
 HL0127.The horizontal coordinates were scaled from a topographic map and have
 HL0127.an estimated accuracy of +/- 6 seconds.
 HL0127
 HL0127.The orthometric height was determined by differential leveling
 HL0127.and adjusted by the National Geodetic Survey in June 1991..
 HL0127
 HL0127.The geoid height was determined by GEOID03.
 HL0127
 HL0127.The dynamic height is computed by dividing the NAVD 88
 HL0127.geopotential number by the normal gravity value computed on the
 HL0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0127.degrees latitude (g = 980.6199 gals.).
 HL0127
 HL0127.The modeled gravity was interpolated from observed gravity values.
 HL0127
 HL0127;                    North         East    Units  Estimated Accuracy
 HL0127;SPC CO S     -   434,260.      786,410.      MT  (+/- 180 meters Scaled)
 HL0127
 HL0127                          SUPERSEDED SURVEY CONTROL
 HL0127
 HL0127  NGVD 29 (??/??/92) 2652.875  (m)         8703.64   (f) ADJ UNCH    2 0
 HL0127
 HL0127.Superseded values are not recommended for survey control.
 HL0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0127.See file dsdata.txt to determine how the superseded data were derived.
 HL0127
 HL0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB280881(NAD 83)
 HL0127_MARKER: DB = BENCH MARK DISK
 HL0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0127_STAMPING: H 168 1934
 HL0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0127+STABILITY: SURFACE MOTION
 HL0127
 HL0127  HISTORY     - Date     Condition        Report By
 HL0127  HISTORY     - 1934     MONUMENTED       CGS
 HL0127
 HL0127                          STATION DESCRIPTION
 HL0127
 HL0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0127'4.2 MI SW FROM CREEDE.
 HL0127'4.2 MILES SOUTHWEST ALONG STATE HIGHWAY 149 FROM THE DENVER AND RIO
 HL0127'GRANDE WESTERN RAILROAD STATION AT CREEDE, MINERAL COUNTY, 0.7 MILE
 HL0127'WEST OF THE BRUNS DAIRY, 38 FEET WEST OF THE NORTH END OF A
 HL0127'GALVANIZED-PIPE CULVERT, 63 FEET NORTHWEST OF A POLE, 32 FEET NORTH OF
 HL0127'THE CENTERLINE OF THE HIGHWAY, AND 4 FEET NORTH OF A FENCE PARALLELING
 HL0127'THE HIGHWAY.  A STANDARD DISK, STAMPED H 168 1934 AND SET IN THE TOP
 HL0127'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0162 ***********************************************************************
 HL0162  DESIGNATION -  H 169
 HL0162  PID         -  HL0162
 HL0162  STATE/COUNTY-  CO/HINSDALE
 HL0162  USGS QUAD   -  LAKE SAN CRISTOBAL (1964)
 HL0162
 HL0162                         *CURRENT SURVEY CONTROL
 HL0162  ___________________________________________________________________
 HL0162* NAD 83(1986)-  37 59 10.     (N)    107 16 23.     (W)     SCALED    
 HL0162* NAVD 88     -      2945.650  (meters)    9664.19   (feet)  ADJUSTED  
 HL0162  ___________________________________________________________________
 HL0162  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 HL0162  DYNAMIC HT  -        2941.427 (meters)    9650.33  (feet)  COMP
 HL0162  MODELED GRAV-     979,089.2   (mgal)                       NAVD 88
 HL0162
 HL0162  VERT ORDER  -  SECOND    CLASS 0
 HL0162
 HL0162.The horizontal coordinates were scaled from a topographic map and have
 HL0162.an estimated accuracy of +/- 6 seconds.
 HL0162
 HL0162.The orthometric height was determined by differential leveling
 HL0162.and adjusted by the National Geodetic Survey in June 1991..
 HL0162
 HL0162.The geoid height was determined by GEOID03.
 HL0162
 HL0162.The dynamic height is computed by dividing the NAVD 88
 HL0162.geopotential number by the normal gravity value computed on the
 HL0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0162.degrees latitude (g = 980.6199 gals.).
 HL0162
 HL0162.The modeled gravity was interpolated from observed gravity values.
 HL0162
 HL0162;                    North         East    Units  Estimated Accuracy
 HL0162;SPC CO S     -   452,720.      758,660.      MT  (+/- 180 meters Scaled)
 HL0162
 HL0162                          SUPERSEDED SURVEY CONTROL
 HL0162
 HL0162  NGVD 29 (??/??/92) 2943.821  (m)         9658.19   (f) ADJ UNCH    2 0
 HL0162
 HL0162.Superseded values are not recommended for survey control.
 HL0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0162.See file dsdata.txt to determine how the superseded data were derived.
 HL0162
 HL0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC003067(NAD 83)
 HL0162_MARKER: DB = BENCH MARK DISK
 HL0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0162_STAMPING: H 169 1934
 HL0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0162+STABILITY: SURFACE MOTION
 HL0162
 HL0162  HISTORY     - Date     Condition        Report By
 HL0162  HISTORY     - 1934     MONUMENTED       CGS
 HL0162
 HL0162                          STATION DESCRIPTION
 HL0162
 HL0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0162'5.6 MI SE FROM LAKE CITY.
 HL0162'5.6 MILES SOUTHEAST ALONG STATE HIGHWAY 149 FROM THE DENVER AND RIO
 HL0162'GRANDE WESTERN RAILROAD (NOW ABANDONED) STATION AT LAKE CITY, HINSDALE
 HL0162'COUNTY, 225 FEET WEST OF A LOG BRIDGE OVER A CREEK, 24 FEET NORTHWEST
 HL0162'OF THE NORTHWEST BANK OF A DEEP CANYON WITH A CREEK AT THE BOTTOM, 220
 HL0162'FEET WEST OF A RIGHT-ANGLE CURVE, 180 FEET SOUTHWEST OF THE SOUTH END
 HL0162'OF A GALVANIZED-IRON CULVERT, 71 FEET SOUTH OF THE CENTERLINE OF THE
 HL0162'HIGHWAY, 35 FEET SOUTH OF THE CENTERLINE OF A CAR-PASSING ROAD, AND 17
 HL0162'FEET NORTHEAST OF AN 8-INCH SILVER-TIP FIR TREE. A STANDARD DISK,
 HL0162'STAMPED H 169 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0201 ***********************************************************************
 KL0201  DESIGNATION -  H 17
 KL0201  PID         -  KL0201
 KL0201  STATE/COUNTY-  CO/LAKE
 KL0201  USGS QUAD   -  CLIMAX (1994)
 KL0201
 KL0201                         *CURRENT SURVEY CONTROL
 KL0201  ___________________________________________________________________
 KL0201* NAD 83(1986)-  39 16 52.     (N)    106 11 09.     (W)     SCALED    
 KL0201* NAVD 88     -      4021.192  (meters)   13192.86   (feet)  ADJUSTED  
 KL0201  ___________________________________________________________________
 KL0201  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 KL0201  DYNAMIC HT  -        4015.207 (meters)   13173.23  (feet)  COMP
 KL0201  MODELED GRAV-     978,990.0   (mgal)                       NAVD 88
 KL0201
 KL0201  VERT ORDER  -  SECOND    CLASS 0
 KL0201
 KL0201.The horizontal coordinates were scaled from a topographic map and have
 KL0201.an estimated accuracy of +/- 6 seconds.
 KL0201
 KL0201.The orthometric height was determined by differential leveling
 KL0201.and adjusted by the National Geodetic Survey in June 1991..
 KL0201
 KL0201.The geoid height was determined by GEOID03.
 KL0201
 KL0201.The dynamic height is computed by dividing the NAVD 88
 KL0201.geopotential number by the normal gravity value computed on the
 KL0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0201.degrees latitude (g = 980.6199 gals.).
 KL0201
 KL0201.The modeled gravity was interpolated from observed gravity values.
 KL0201
 KL0201;                    North         East    Units  Estimated Accuracy
 KL0201;SPC CO C     -   465,740.      855,230.      MT  (+/- 180 meters Scaled)
 KL0201
 KL0201                          SUPERSEDED SURVEY CONTROL
 KL0201
 KL0201  NGVD 29 (??/??/92) 4018.968  (m)        13185.56   (f) ADJ UNCH    2 0
 KL0201
 KL0201.Superseded values are not recommended for survey control.
 KL0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0201.See file dsdata.txt to determine how the superseded data were derived.
 KL0201
 KL0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD977486(NAD 83)
 KL0201_MARKER: DD = SURVEY DISK
 KL0201_SETTING: 80 = SET IN A BOULDER
 KL0201_SP_SET: BOULDER
 KL0201_STAMPING: H 17 1927
 KL0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0201+STABILITY: SURFACE MOTION
 KL0201
 KL0201  HISTORY     - Date     Condition        Report By
 KL0201  HISTORY     - 1927     MONUMENTED       USGS
 KL0201  HISTORY     - 1951     GOOD             NGS
 KL0201
 KL0201                          STATION DESCRIPTION
 KL0201
 KL0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KL0201'7.7 MI E FROM LEADVILLE.
 KL0201'0.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE AT
 KL0201'LEADVILLE, THENCE 7.6 MILES EAST ALONG STATE HIGHWAY 300, AT THE END
 KL0201'OF THE HIGHWAY, AT THE BEGINNING OF A TRACK ROAD, 30 FEET NORTH OF THE
 KL0201'CENTER LINE OF THE TRACK ROAD, 15 FEET SOUTHWEST OF THE LAKE AND PARK
 KL0201'COUNTY LINE SIGN, ON TOP OF MOSQUITO PASS, SET IN THE TOP OF A GRANITE
 KL0201'BOULDER, 1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0261 ***********************************************************************
 LK0261  DESIGNATION -  H 17
 LK0261  PID         -  LK0261
 LK0261  STATE/COUNTY-  CO/MORGAN
 LK0261  USGS QUAD   -  BRUSH EAST (1984)
 LK0261
 LK0261                         *CURRENT SURVEY CONTROL
 LK0261  ___________________________________________________________________
 LK0261* NAD 83(1986)-  40 19 36.     (N)    103 35 36.     (W)     SCALED    
 LK0261* NAVD 88     -      1273.112  (meters)    4176.87   (feet)  POSTED    
 LK0261  ___________________________________________________________________
 LK0261  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 LK0261  DYNAMIC HT  -        1272.110 (meters)    4173.58  (feet)  COMP
 LK0261  MODELED GRAV-     979,796.5   (mgal)                       NAVD 88
 LK0261
 LK0261  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LK0261
 LK0261.The horizontal coordinates were scaled from a topographic map and have
 LK0261.an estimated accuracy of +/- 6 seconds.
 LK0261
 LK0261.The orthometric height was determined by differential leveling
 LK0261.and adjusted by the National Geodetic Survey in 1992..
 LK0261.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LK0261.rate of 0.0 thru 1.0 mm/km.
 LK0261
 LK0261.The geoid height was determined by GEOID03.
 LK0261
 LK0261.The dynamic height is computed by dividing the NAVD 88
 LK0261.geopotential number by the normal gravity value computed on the
 LK0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0261.degrees latitude (g = 980.6199 gals.).
 LK0261
 LK0261.The modeled gravity was interpolated from observed gravity values.
 LK0261
 LK0261;                    North         East    Units  Estimated Accuracy
 LK0261;SPC CO N     -   416,830.    1,076,420.      MT  (+/- 180 meters Scaled)
 LK0261
 LK0261                          SUPERSEDED SURVEY CONTROL
 LK0261
 LK0261  NGVD 29 (??/??/92) 1272.457  (m)         4174.72   (f) ADJ UNCH    1 2
 LK0261
 LK0261.Superseded values are not recommended for survey control.
 LK0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0261.See file dsdata.txt to determine how the superseded data were derived.
 LK0261
 LK0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE195649(NAD 83)
 LK0261_MARKER: DB = BENCH MARK DISK
 LK0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0261_STAMPING: ELEV 4174.818 FT H 17 1926
 LK0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0261+STABILITY: SURFACE MOTION
 LK0261
 LK0261  HISTORY     - Date     Condition        Report By
 LK0261  HISTORY     - 1926     MONUMENTED       CGS
 LK0261  HISTORY     - 1934     GOOD             NGS
 LK0261  HISTORY     - 1984     MARK NOT FOUND   NGS
 LK0261
 LK0261                          STATION DESCRIPTION
 LK0261
 LK0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LK0261'AT SNYDER.
 LK0261'AT SNYDER, 128.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE UNION
 LK0261'PACIFIC RAILROAD STATION, AT A ROAD CROSSING, 95.5 FEET SOUTH OF THE
 LK0261'SOUTH RAIL, 39.3 FEET WEST OF THE ROAD, AND 2 FEET NORTH OF AN
 LK0261'EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED ELEV. 4174.818 FT.
 LK0261'H 17 1926 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1
 LK0261'INCH ABOVE GROUND.
 LK0261
 LK0261                          STATION RECOVERY (1984)
 LK0261
 LK0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LK0261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0252 ***********************************************************************
 JL0252  DESIGNATION -  H 170
 JL0252  PID         -  JL0252
 JL0252  STATE/COUNTY-  CO/GUNNISON
 JL0252  USGS QUAD   -  SIGNAL PEAK (1979)
 JL0252
 JL0252                         *CURRENT SURVEY CONTROL
 JL0252  ___________________________________________________________________
 JL0252* NAD 83(1986)-  38 30 14.     (N)    106 46 33.     (W)     SCALED    
 JL0252* NAVD 88     -      2398.293  (meters)    7868.40   (feet)  ADJUSTED  
 JL0252  ___________________________________________________________________
 JL0252  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 JL0252  DYNAMIC HT  -        2395.330 (meters)    7858.68  (feet)  COMP
 JL0252  MODELED GRAV-     979,307.0   (mgal)                       NAVD 88
 JL0252
 JL0252  VERT ORDER  -  SECOND    CLASS 0
 JL0252
 JL0252.The horizontal coordinates were scaled from a topographic map and have
 JL0252.an estimated accuracy of +/- 6 seconds.
 JL0252
 JL0252.The orthometric height was determined by differential leveling
 JL0252.and adjusted by the National Geodetic Survey in June 1991..
 JL0252
 JL0252.The geoid height was determined by GEOID03.
 JL0252
 JL0252.The dynamic height is computed by dividing the NAVD 88
 JL0252.geopotential number by the normal gravity value computed on the
 JL0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0252.degrees latitude (g = 980.6199 gals.).
 JL0252
 JL0252.The modeled gravity was interpolated from observed gravity values.
 JL0252
 JL0252;                    North         East    Units  Estimated Accuracy
 JL0252;SPC CO C     -   380,020.      803,120.      MT  (+/- 180 meters Scaled)
 JL0252
 JL0252                          SUPERSEDED SURVEY CONTROL
 JL0252
 JL0252  NGVD 29 (??/??/92) 2396.766  (m)         7863.39   (f) ADJ UNCH    2 0
 JL0252
 JL0252.Superseded values are not recommended for survey control.
 JL0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0252.See file dsdata.txt to determine how the superseded data were derived.
 JL0252
 JL0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC451632(NAD 83)
 JL0252_MARKER: DB = BENCH MARK DISK
 JL0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0252_STAMPING: H 170 1934
 JL0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0252+STABILITY: SURFACE MOTION
 JL0252
 JL0252  HISTORY     - Date     Condition        Report By
 JL0252  HISTORY     - 1934     MONUMENTED       CGS
 JL0252  HISTORY     - 1938     GOOD             NGS
 JL0252
 JL0252                          STATION DESCRIPTION
 JL0252
 JL0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0252'4.0 MI W FROM PARLIN.
 JL0252'ABOUT 4.0 MILES WEST ALONG U.S. HIGHWAY 50 FROM PARLIN, GUNNISON
 JL0252'COUNTY, THENCE ABOUT 1.4 MILES SOUTH ALONG STATE HIGHWAY 114, ABOUT
 JL0252'0.2 MILE NORTHEAST OF THE H.S. LOBDELL RANCH HOUSE, 55.1 FEET WEST OF
 JL0252'A BIG ROCK PILE, 45.2 FEET EAST OF THE NORTHEAST END OF A GALVANIZED
 JL0252'IRON-PIPE CULVERT, 49.3 FEET NORTHEAST OF THE CENTER LINE OF THE
 JL0252'HIGHWAY, 14.9 FEET SOUTHEAST OF THE SOUTHEAST END OF A GATE IN THE
 JL0252'RIGHT-OF-WAY FENCE, AND 2 FEET SOUTHWEST OF THE FENCE.  A STANDARD
 JL0252'DISK, STAMPED H 170 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JL0252
 JL0252                          STATION RECOVERY (1938)
 JL0252
 JL0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 JL0252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0123 ***********************************************************************
 JL0123  CBN         -  This is a Cooperative Base Network Control Station.
 JL0123  DESIGNATION -  H 171
 JL0123  PID         -  JL0123
 JL0123  STATE/COUNTY-  CO/SAGUACHE
 JL0123  USGS QUAD   -  TRICKLE MOUNTAIN (1967)
 JL0123
 JL0123                         *CURRENT SURVEY CONTROL
 JL0123  ___________________________________________________________________
 JL0123* NAD 83(1992)-  38 07 48.01641(N)    106 25 40.30460(W)     ADJUSTED  
 JL0123* NAVD 88     -      2553.012  (meters)    8376.01   (feet)  ADJUSTED  
 JL0123  ___________________________________________________________________
 JL0123  X           -  -1,421,259.369 (meters)                     COMP
 JL0123  Y           -  -4,820,369.362 (meters)                     COMP
 JL0123  Z           -   3,918,372.121 (meters)                     COMP
 JL0123  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 JL0123  ELLIP HEIGHT-        2538.00  (meters)          (10/21/02) GPS OBS
 JL0123  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 JL0123  DYNAMIC HT  -        2549.646 (meters)    8364.96  (feet)  COMP
 JL0123  MODELED GRAV-     979,218.9   (mgal)                       NAVD 88
 JL0123
 JL0123  HORZ ORDER  -  B
 JL0123  VERT ORDER  -  SECOND    CLASS 0
 JL0123  ELLP ORDER  -  FOURTH    CLASS II
 JL0123
 JL0123.The horizontal coordinates were established by GPS observations
 JL0123.and adjusted by the National Geodetic Survey in May 1992..
 JL0123
 JL0123.The orthometric height was determined by differential leveling
 JL0123.and adjusted by the National Geodetic Survey in June 1991..
 JL0123
 JL0123.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JL0123
 JL0123.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0123
 JL0123.The ellipsoidal height was determined by GPS observations
 JL0123.and is referenced to NAD 83.
 JL0123
 JL0123.The geoid height was determined by GEOID03.
 JL0123
 JL0123.The dynamic height is computed by dividing the NAVD 88
 JL0123.geopotential number by the normal gravity value computed on the
 JL0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0123.degrees latitude (g = 980.6199 gals.).
 JL0123
 JL0123.The modeled gravity was interpolated from observed gravity values.
 JL0123
 JL0123;                    North         East     Units Scale Factor Converg.
 JL0123;SPC CO S     -   467,613.565   833,054.171   MT  0.99995869   -0 34 08.9
 JL0123;SPC CO S     - 1,534,162.17  2,733,111.89   sFT  0.99995869   -0 34 08.9
 JL0123;UTM  13      - 4,221,202.386   374,856.021   MT  0.99979288   -0 52 54.3
 JL0123
 JL0123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0123!SPC CO S     -   0.99960192  x   0.99995869  =   0.99956062
 JL0123!UTM  13      -   0.99960192  x   0.99979288  =   0.99939488
 JL0123
 JL0123                          SUPERSEDED SURVEY CONTROL
 JL0123
 JL0123  NAD 83(1986)-  38 07 48.01102(N)    106 25 40.31241(W) AD(       ) 3
 JL0123  ELLIP H (05/26/92) 2537.98   (m)                       GP(       ) 4 1
 JL0123  NAVD 88 (05/26/92) 2552.75   (m)         8375.1    (f) LEVELING    3  
 JL0123  NGVD 29 (??/??/92) 2551.440  (m)         8370.85   (f) ADJ UNCH    2 0
 JL0123
 JL0123.Superseded values are not recommended for survey control.
 JL0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0123.See file dsdata.txt to determine how the superseded data were derived.
 JL0123
 JL0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC7485621202(NAD 83)
 JL0123_MARKER: DB = BENCH MARK DISK
 JL0123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0123_SP_SET: CONCRETE POST
 JL0123_STAMPING: H 171 1934
 JL0123_MARK LOGO: CGS   
 JL0123_MAGNETIC: N = NO MAGNETIC MATERIAL
 JL0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0123+STABILITY: SURFACE MOTION
 JL0123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0123+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1991
 JL0123
 JL0123  HISTORY     - Date     Condition        Report By
 JL0123  HISTORY     - 1934     MONUMENTED       CGS
 JL0123  HISTORY     - 1962     GOOD             NGS
 JL0123  HISTORY     - 19910605 GOOD             NGS
 JL0123
 JL0123                          STATION DESCRIPTION
 JL0123
 JL0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0123'20.6 MI W FROM SAGUACHE.
 JL0123'ABOUT 20.6 MILES WEST ALONG STATE HIGHWAY 114 FROM THE COUNTY
 JL0123'COURTHOUSE AT SAGUACHE, SAGUACHE COUNTY, ABOUT 0.6 MILE EAST OF A ROAD
 JL0123'LEADING TO COCHETOPA RANGER STATION, 58 FEET NORTH OF THE CENTER LINE
 JL0123'OF THE HIGHWAY, 4.5 FEET EAST OF A POLE, 2.8 FEET SOUTH OF A PASTURE
 JL0123'FENCE, AND 2.8 FEET WEST OF A 4- BY 4-INCH WHITE REFERENCE POST
 JL0123'PROJECTING ABOUT 2.0 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED H
 JL0123'171 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5
 JL0123'FOOT ABOVE GROUND.
 JL0123
 JL0123                          STATION RECOVERY (1962)
 JL0123
 JL0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JL0123'RECOVERED IN GOOD CONDITION.
 JL0123
 JL0123                          STATION RECOVERY (1991)
 JL0123
 JL0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JL0123'STATION IS LOCATED ABOUT 28 KM (17.4 MI) WEST OF SAGUACHE, 20 KM
 JL0123'(12.4 MI) SOUTHEAST OF NORTH PASS, ALONG STATE HIGHWAY 114, AT MILE
 JL0123'42.6, ON HIGHWAY RIGHT-OF-WAY, IN NORTH CENTRAL SECTION 28, T 45 N, R
 JL0123'5 E. OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 JL0123'TO REACH FROM THE JUNCTION OF US HIGHWAY 285 AND STATE HIGHWAY 114 IN
 JL0123'SAGUACHE, GO NORTHWEST ON HIGHWAY 114 FOR 13.6 MI (21.9 KM) TO THE
 JL0123'WOODEN BRIDGE OVER SAGUACHE CREEK.  CONTINUE AHEAD FOR 4.15 MI
 JL0123'(6.68 KM) TO A TRACK ROAD LEFT AT FOREST SERVICE SIGN -LOWER S PARK
 JL0123'6-. CONTINUE AHEAD FOR 1.4 MI (2.3 KM) TO THE STATION ON THE RIGHT.
 JL0123'STATION MARK IS SET IN THE TOP OF A 15-CM SQUARE CONCRETE POST
 JL0123'PROJECTING 10 CM ABOVE GROUND.  IT IS 40.4 M (132.5 FT) NORTH OF THE
 JL0123'HIGHWAY CENTER, 10.4 M (34.1 FT) NORTH OF UTILITY POLE 73, 0.8 M
 JL0123'(2.6 FT) SOUTH OF A FIBERGLASS WITNESS POST IN THE RIGHT-OF-WAY
 JL0123'FENCE, 86 M (282.2 FT) EAST OF A UTILITY POLE AND TELEPHONE PEDESTAL
 JL0123'31595 AND 0.34 KM (0.21 MI) EAST OF TWO RANGE ENTRANCES ON THE NORTH
 JL0123'SIDE OF THE HIGHWAY.
 JL0123'DESCRIBED BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0794 ***********************************************************************
 KK0794  DESIGNATION -  H 173
 KK0794  PID         -  KK0794
 KK0794  STATE/COUNTY-  CO/PARK
 KK0794  USGS QUAD   -  TARRYALL (1994)
 KK0794
 KK0794                         *CURRENT SURVEY CONTROL
 KK0794  ___________________________________________________________________
 KK0794* NAD 83(1986)-  39 02 30.     (N)    105 23 18.     (W)     SCALED    
 KK0794* NAVD 88     -      2482.967  (meters)    8146.20   (feet)  ADJUSTED  
 KK0794  ___________________________________________________________________
 KK0794  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 KK0794  DYNAMIC HT  -        2480.052 (meters)    8136.64  (feet)  COMP
 KK0794  MODELED GRAV-     979,363.5   (mgal)                       NAVD 88
 KK0794
 KK0794  VERT ORDER  -  SECOND    CLASS 0
 KK0794
 KK0794.The horizontal coordinates were scaled from a topographic map and have
 KK0794.an estimated accuracy of +/- 6 seconds.
 KK0794
 KK0794.The orthometric height was determined by differential leveling
 KK0794.and adjusted by the National Geodetic Survey in June 1991..
 KK0794
 KK0794.The geoid height was determined by GEOID03.
 KK0794
 KK0794.The dynamic height is computed by dividing the NAVD 88
 KK0794.geopotential number by the normal gravity value computed on the
 KK0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0794.degrees latitude (g = 980.6199 gals.).
 KK0794
 KK0794.The modeled gravity was interpolated from observed gravity values.
 KK0794
 KK0794;                    North         East    Units  Estimated Accuracy
 KK0794;SPC CO C     -   438,940.      924,070.      MT  (+/- 180 meters Scaled)
 KK0794
 KK0794                          SUPERSEDED SURVEY CONTROL
 KK0794
 KK0794  NGVD 29 (??/??/92) 2481.650  (m)         8141.88   (f) ADJ UNCH    2 0
 KK0794
 KK0794.Superseded values are not recommended for survey control.
 KK0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0794.See file dsdata.txt to determine how the superseded data were derived.
 KK0794
 KK0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD663214(NAD 83)
 KK0794_MARKER: DB = BENCH MARK DISK
 KK0794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0794_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0794_STAMPING: H 173 1934
 KK0794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0794+STABILITY: SURFACE MOTION
 KK0794
 KK0794  HISTORY     - Date     Condition        Report By
 KK0794  HISTORY     - 1934     MONUMENTED       CGS
 KK0794
 KK0794                          STATION DESCRIPTION
 KK0794
 KK0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0794'4.7 MI NW FROM LAKE GEORGE.
 KK0794'4.7 MILES NORTHWEST ALONG STATE HIGHWAY 77 FROM LAKE GEORGE, PARK
 KK0794'COUNTY, AT HAYMAN, IN THE SOUTHWEST CORNER OF THE SCHOOL YARD, 120
 KK0794'FEET SOUTHWEST OF THE SCHOOL WELL, 94 FEET SOUTH OF THE SCHOOL
 KK0794'BUILDING, 41 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 KK0794'AND 3 1/2 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 KK0794'DISK, STAMPED H 173 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0753 ***********************************************************************
 KK0753  DESIGNATION -  H 174
 KK0753  PID         -  KK0753
 KK0753  STATE/COUNTY-  CO/DOUGLAS
 KK0753  USGS QUAD   -  WESTCREEK (1994)
 KK0753
 KK0753                         *CURRENT SURVEY CONTROL
 KK0753  ___________________________________________________________________
 KK0753* NAD 83(1986)-  39 09 17.     (N)    105 08 47.     (W)     SCALED    
 KK0753* NAVD 88     -      2419.999  (meters)    7939.61   (feet)  ADJUSTED  
 KK0753  ___________________________________________________________________
 KK0753  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 KK0753  DYNAMIC HT  -        2417.255 (meters)    7930.61  (feet)  COMP
 KK0753  MODELED GRAV-     979,405.4   (mgal)                       NAVD 88
 KK0753
 KK0753  VERT ORDER  -  SECOND    CLASS 0
 KK0753
 KK0753.The horizontal coordinates were scaled from a topographic map and have
 KK0753.an estimated accuracy of +/- 6 seconds.
 KK0753
 KK0753.The orthometric height was determined by differential leveling
 KK0753.and adjusted by the National Geodetic Survey in June 1991..
 KK0753
 KK0753.The geoid height was determined by GEOID03.
 KK0753
 KK0753.The dynamic height is computed by dividing the NAVD 88
 KK0753.geopotential number by the normal gravity value computed on the
 KK0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0753.degrees latitude (g = 980.6199 gals.).
 KK0753
 KK0753.The modeled gravity was interpolated from observed gravity values.
 KK0753
 KK0753;                    North         East    Units  Estimated Accuracy
 KK0753;SPC CO C     -   451,540.      944,970.      MT  (+/- 180 meters Scaled)
 KK0753
 KK0753                          SUPERSEDED SURVEY CONTROL
 KK0753
 KK0753  NGVD 29 (??/??/92) 2418.786  (m)         7935.63   (f) ADJ UNCH    2 0
 KK0753
 KK0753.Superseded values are not recommended for survey control.
 KK0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0753.See file dsdata.txt to determine how the superseded data were derived.
 KK0753
 KK0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD873339(NAD 83)
 KK0753_MARKER: DB = BENCH MARK DISK
 KK0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0753_STAMPING: H 174 1934
 KK0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0753+STABILITY: SURFACE MOTION
 KK0753
 KK0753  HISTORY     - Date     Condition        Report By
 KK0753  HISTORY     - 1934     MONUMENTED       CGS
 KK0753  HISTORY     - 1956     MARK NOT FOUND   NGS
 KK0753  HISTORY     - 1956     MARK NOT FOUND   USGS
 KK0753
 KK0753                          STATION DESCRIPTION
 KK0753
 KK0753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KK0753'1.4 MI SE FROM DECKERS.
 KK0753'1.4 MILES SOUTHEAST OF WESTCREEK, DOUGLAS COUNTY.  THIS
 KK0753'BENCH MARK MAY BE REACHED FROM THE GRADE SCHOOL BY GOING 0.3
 KK0753'MILE SOUTHEAST ALONG A WINDING GRAVEL ROAD, THENCE 1.1 MILES
 KK0753'SOUTHEAST ALONG STATE HIGHWAY 67.  IT IS AT THE POINT WHERE
 KK0753'THE HIGHWAY MAKES A SHARP BEND THROUGH A CUT AND LEADS SHARPLY
 KK0753'WEST TO WESTCREEK, AT THE JUNCTION OF A ROAD LEADING EAST
 KK0753'THROUGH THE FOREST, 75 FEET NORTH OF THE CENTERLINE OF THE
 KK0753'ROAD, AND 20 FEET SOUTHWEST OF A BUSHY PINE TREE 40 FEET HIGH.
 KK0753'A STANDARD DISK, STAMPED H 174 1934 AND SET IN THE TOP OF A
 KK0753'CONCRETE POST.  NOTE-- THIS BENCH MARK WAS ORIGINALLY DESCRIBED AS
 KK0753'BEING 10.7 MILES SOUTHEAST OF THE BRIDGE OVER SOUTH PLATTE RIVER AT
 KK0753'DECKERS.  IT IS NOT INCLUDED IN THE REVEALING OF 1952.
 KK0753
 KK0753                          STATION RECOVERY (1956)
 KK0753
 KK0753'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 KK0753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4294 ***********************************************************************
 DG4294  DESIGNATION -  H 175 RESET
 DG4294  PID         -  DG4294
 DG4294  STATE/COUNTY-  CO/EL PASO
 DG4294  USGS QUAD   -  CASCADE (1994)
 DG4294
 DG4294                         *CURRENT SURVEY CONTROL
 DG4294  ___________________________________________________________________
 DG4294* NAD 83(1986)-  38 53 54.     (N)    104 58 21.     (W)     SCALED    
 DG4294* NAVD 88     -      2250.23   (meters)    7382.6    (feet)  RESET     
 DG4294  ___________________________________________________________________
 DG4294  GEOID HEIGHT-         -15.34  (meters)                     GEOID03
 DG4294
 DG4294  VERT ORDER  -  THIRD
 DG4294
 DG4294.The horizontal coordinates were scaled from a topographic map and have
 DG4294.an estimated accuracy of +/- 6 seconds.
 DG4294
 DG4294.The orthometric height was computed from unverified reset data.
 DG4294.No vertical observational check was made to the station.
 DG4294
 DG4294.The geoid height was determined by GEOID03.
 DG4294
 DG4294;                    North         East    Units  Estimated Accuracy
 DG4294;SPC CO C     -   423,160.      960,160.      MT  (+/- 180 meters Scaled)
 DG4294
 DG4294                          SUPERSEDED SURVEY CONTROL
 DG4294
 DG4294.No superseded survey control is available for this station.
 DG4294
 DG4294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED023054(NAD 83)
 DG4294_MARKER: F = FLANGE-ENCASED ROD
 DG4294_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG4294_STAMPING: H 175 RESET 2001
 DG4294_MARK LOGO: NGS   
 DG4294_PROJECTION: FLUSH
 DG4294_MAGNETIC: I = MARKER IS A STEEL ROD
 DG4294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4294_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG4294+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 DG4294_ROD/PIPE-DEPTH:  5.8 meters
 DG4294
 DG4294  HISTORY     - Date     Condition        Report By
 DG4294  HISTORY     - 2001     MONUMENTED       CODOT
 DG4294  HISTORY     - 20050728 GOOD             CLSI
 DG4294
 DG4294                          STATION DESCRIPTION
 DG4294
 DG4294'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 2001 (LDV)
 DG4294'THE MARK IS LOCATED IN THE TOWN OF CASCADE COLORADO IN THE NORTHWEST
 DG4294'QUARTER OF
 DG4294'SECTION 26, TOWNSHIP 13 SOUTH, RANGE 68 WEST.
 DG4294' 
 DG4294'FROM THE INTERSECTION OF HIGHWAY 24 AND FOUNTAIN AVENUE IN THE TOWN OF
 DG4294'CASCADE
 DG4294'PROCEED NORTHERLY 0.2 KM (0.1 MI) ALONG AN ACCESS DRIVE ON THE WEST
 DG4294'SIDE OF HIGHWAY 24 TO
 DG4294'THE STATION ON THE LEFT.
 DG4294' 
 DG4294'THE MARK IS A STAINLESS STEEL ROD 5.8 M (19.0 FT) LONG DRIVEN TO
 DG4294'REFUSAL, ENCLOSED IN A 5
 DG4294'INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A CONCRETE COLLAR.
 DG4294' 
 DG4294'IT IS 3.5 M (11.5 FT) NORTH FROM A POWER POLE (NUMBER 050306) WITH
 DG4294'TRANSFORMER, 39.0 M (128.0
 DG4294'FT) WEST FROM THE SOUTH END OF A GUARD RAIL, 42.0 M (138.0 FT)
 DG4294'WESTERLY FROM COLORADO
 DG4294'DEPARTMENT OF TRANSPORTATION CONTROL MONUMENT MILE POST 294.37, 28.0 M
 DG4294'(92.0 FT)
 DG4294'WESTERLY FROM THE WEST END OF A 18 INCH CMP GOING UNDER HIGHWAY 24,
 DG4294'1.5 M (4.9 FT) EAST
 DG4294'OF THE WEST BANK OF FOUNTAIN CREEK, 1.2 M (4.0 FT) EAST OF A CHAIN
 DG4294'LINK FENCE, 0.6 M (2.0 FT)
 DG4294'WESTERLY FROM A WITNESS POST.
 DG4294' 
 DG4294' 
 DG4294' 
 DG4294' 
 DG4294' 
 DG4294' 
 DG4294'
 DG4294
 DG4294                          STATION RECOVERY (2005)
 DG4294
 DG4294'RECOVERY NOTE BY CLARK LAND SURVEYING INCORPORATED 2005 (MSJ)
 DG4294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0910 ***********************************************************************
 KK0910  DESIGNATION -  H 176 RESET
 KK0910  PID         -  KK0910
 KK0910  STATE/COUNTY-  CO/PARK
 KK0910  USGS QUAD   -  GARO (1994)
 KK0910
 KK0910                         *CURRENT SURVEY CONTROL
 KK0910  ___________________________________________________________________
 KK0910* NAD 83(1986)-  39 03 54.     (N)    105 58 31.     (W)     SCALED    
 KK0910* NAVD 88     -      2803.985  (meters)    9199.41   (feet)  ADJUSTED  
 KK0910  ___________________________________________________________________
 KK0910  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 KK0910  DYNAMIC HT  -        2800.410 (meters)    9187.68  (feet)  COMP
 KK0910  MODELED GRAV-     979,250.4   (mgal)                       NAVD 88
 KK0910
 KK0910  VERT ORDER  -  FIRST     CLASS II
 KK0910
 KK0910.The horizontal coordinates were scaled from a topographic map and have
 KK0910.an estimated accuracy of +/- 6 seconds.
 KK0910
 KK0910.The orthometric height was determined by differential leveling
 KK0910.and adjusted by the National Geodetic Survey in June 1991..
 KK0910
 KK0910.The geoid height was determined by GEOID03.
 KK0910
 KK0910.The dynamic height is computed by dividing the NAVD 88
 KK0910.geopotential number by the normal gravity value computed on the
 KK0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0910.degrees latitude (g = 980.6199 gals.).
 KK0910
 KK0910.The modeled gravity was interpolated from observed gravity values.
 KK0910
 KK0910;                    North         East    Units  Estimated Accuracy
 KK0910;SPC CO C     -   441,630.      873,270.      MT  (+/- 180 meters Scaled)
 KK0910
 KK0910                          SUPERSEDED SURVEY CONTROL
 KK0910
 KK0910  NGVD 29 (??/??/92) 2802.383  (m)         9194.15   (f) ADJ UNCH    1 2
 KK0910
 KK0910.Superseded values are not recommended for survey control.
 KK0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0910.See file dsdata.txt to determine how the superseded data were derived.
 KK0910
 KK0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD156244(NAD 83)
 KK0910_MARKER: DB = BENCH MARK DISK
 KK0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0910_STAMPING: H 176 1934 RESET 1954
 KK0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0910+STABILITY: SURFACE MOTION
 KK0910
 KK0910  HISTORY     - Date     Condition        Report By
 KK0910  HISTORY     - 1954     MONUMENTED       CGS
 KK0910
 KK0910                          STATION DESCRIPTION
 KK0910
 KK0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK0910'10 MI N FROM ANTERO JUNCTION.
 KK0910'10.05 MILES NORTH ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 KK0910'WITH U.S. HIGHWAY 24 AT ANTERO JUNCTION, 0.45 MILE SOUTH OF A
 KK0910'BRIDGE OVER THE SOUTH PLATTE RIVER, 66 FEET WEST OF THE CENTER
 KK0910'LINE OF THE HIGHWAY, 54 FEET NORTH OF THE CENTER OF A WIRE GATE,
 KK0910'4 FEET EAST OF A FENCE, 3 FEET NORTH OF A WITNESS POST, SET IN
 KK0910'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 KK0910'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0938 ***********************************************************************
 KK0938  DESIGNATION -  H 177
 KK0938  PID         -  KK0938
 KK0938  STATE/COUNTY-  CO/PARK
 KK0938  USGS QUAD   -  HARTSEL (1956)
 KK0938
 KK0938                         *CURRENT SURVEY CONTROL
 KK0938  ___________________________________________________________________
 KK0938* NAD 83(1986)-  39 01 14.     (N)    105 50 04.     (W)     SCALED    
 KK0938* NAVD 88     -      2715.754  (meters)    8909.94   (feet)  ADJUSTED  
 KK0938  ___________________________________________________________________
 KK0938  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 KK0938  DYNAMIC HT  -        2712.354 (meters)    8898.78  (feet)  COMP
 KK0938  MODELED GRAV-     979,276.8   (mgal)                       NAVD 88
 KK0938
 KK0938  VERT ORDER  -  SECOND    CLASS 0
 KK0938
 KK0938.The horizontal coordinates were scaled from a topographic map and have
 KK0938.an estimated accuracy of +/- 6 seconds.
 KK0938
 KK0938.The orthometric height was determined by differential leveling
 KK0938.and adjusted by the National Geodetic Survey in June 1991..
 KK0938
 KK0938.The geoid height was determined by GEOID03.
 KK0938
 KK0938.The dynamic height is computed by dividing the NAVD 88
 KK0938.geopotential number by the normal gravity value computed on the
 KK0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0938.degrees latitude (g = 980.6199 gals.).
 KK0938
 KK0938.The modeled gravity was interpolated from observed gravity values.
 KK0938
 KK0938;                    North         East    Units  Estimated Accuracy
 KK0938;SPC CO C     -   436,640.      885,440.      MT  (+/- 180 meters Scaled)
 KK0938
 KK0938                          SUPERSEDED SURVEY CONTROL
 KK0938
 KK0938  NGVD 29 (??/??/92) 2714.218  (m)         8904.90   (f) ADJ UNCH    2 0
 KK0938
 KK0938.Superseded values are not recommended for survey control.
 KK0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0938.See file dsdata.txt to determine how the superseded data were derived.
 KK0938
 KK0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD277193(NAD 83)
 KK0938_MARKER: DB = BENCH MARK DISK
 KK0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0938_STAMPING: H 177 1934
 KK0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0938+STABILITY: SURFACE MOTION
 KK0938
 KK0938  HISTORY     - Date     Condition        Report By
 KK0938  HISTORY     - 1934     MONUMENTED       CGS
 KK0938  HISTORY     - 1956     GOOD             USGS
 KK0938
 KK0938                          STATION DESCRIPTION
 KK0938
 KK0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0938'2.2 MI SW FROM HARTSEL.
 KK0938'2.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 24 FROM HARTSEL, PARK COUNTY,
 KK0938'THENCE 750 FEET NORTH ALONG THE OLD GRAVEL HIGHWAY.  225 FEET
 KK0938'SOUTHEAST OF THE PLATTE RIVER (OLD BRIDGE NOW GONE) 90 FEET
 KK0938'SOUTH OF AN OLD RAILROAD GRADE, 75 FEET NORTHEAST FROM CENTERLINE
 KK0938'OF OLD HIGHWAY AT CURVE OT THE SOUTHWEST AND SHORT ROAD SOUTH
 KK0938'(750 FEET) TO THE NEW HIGHWAY 24.  IN CONCRETE POST, A STANDARD DISK,
 KK0938'STAMPED H 177 1934.
 KK0938
 KK0938                          STATION RECOVERY (1956)
 KK0938
 KK0938'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 KK0938'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0225 ***********************************************************************
 LL0225  DESIGNATION -  H 18
 LL0225  PID         -  LL0225
 LL0225  STATE/COUNTY-  CO/WELD
 LL0225  USGS QUAD   -  KERSEY (1950)
 LL0225
 LL0225                         *CURRENT SURVEY CONTROL
 LL0225  ___________________________________________________________________
 LL0225* NAD 83(1986)-  40 23 05.     (N)    104 33 51.     (W)     SCALED    
 LL0225* NAVD 88     -      1408.016  (meters)    4619.47   (feet)  ADJUSTED  
 LL0225  ___________________________________________________________________
 LL0225  GEOID HEIGHT-         -18.56  (meters)                     GEOID03
 LL0225  DYNAMIC HT  -        1406.821 (meters)    4615.55  (feet)  COMP
 LL0225  MODELED GRAV-     979,727.5   (mgal)                       NAVD 88
 LL0225
 LL0225  VERT ORDER  -  FIRST     CLASS II
 LL0225
 LL0225.The horizontal coordinates were scaled from a topographic map and have
 LL0225.an estimated accuracy of +/- 6 seconds.
 LL0225
 LL0225.The orthometric height was determined by differential leveling
 LL0225.and adjusted by the National Geodetic Survey in June 1991..
 LL0225
 LL0225.The geoid height was determined by GEOID03.
 LL0225
 LL0225.The dynamic height is computed by dividing the NAVD 88
 LL0225.geopotential number by the normal gravity value computed on the
 LL0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0225.degrees latitude (g = 980.6199 gals.).
 LL0225
 LL0225.The modeled gravity was interpolated from observed gravity values.
 LL0225
 LL0225;                    North         East    Units  Estimated Accuracy
 LL0225;SPC CO N     -   421,960.      993,860.      MT  (+/- 180 meters Scaled)
 LL0225
 LL0225                          SUPERSEDED SURVEY CONTROL
 LL0225
 LL0225  NGVD 29 (??/??/92) 1407.150  (m)         4616.62   (f) ADJ UNCH    1 2
 LL0225
 LL0225.Superseded values are not recommended for survey control.
 LL0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0225.See file dsdata.txt to determine how the superseded data were derived.
 LL0225
 LL0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE369705(NAD 83)
 LL0225_MARKER: DB = BENCH MARK DISK
 LL0225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0225_STAMPING: 4616.940 H 18 1926
 LL0225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0225+STABILITY: SURFACE MOTION
 LL0225
 LL0225  HISTORY     - Date     Condition        Report By
 LL0225  HISTORY     - 1926     MONUMENTED       CGS
 LL0225  HISTORY     - 1934     GOOD             NGS
 LL0225  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0225
 LL0225                          STATION DESCRIPTION
 LL0225
 LL0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LL0225'AT KERSEY.
 LL0225'AT KERSEY, 92 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE UNION
 LL0225'PACIFIC RAILROAD STATION, AT THE CROSSING OF THE MAIN STREET, AT
 LL0225'THE NORTHWEST CORNER OF THE SECTIONHOUSE YARD, 59.4 FEET SOUTH OF
 LL0225'THE SOUTH RAIL OF THE MAIN TRACK, 37.8 FEET EAST OF A NORTH-AND-SOUTH
 LL0225'ROAD, AND 5.8 FEET EAST OF A POINT 1.3 FEET NORTH OF THE FENCE
 LL0225'CORNER OF THE YARD.  A STANDARD DISK, STAMPED 4616.940 H 18 1926
 LL0225'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 LL0225'GROUND.
 LL0225
 LL0225                          STATION RECOVERY (1984)
 LL0225
 LL0225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0225'THIS IS NOW THE SITE OF A GRAIN ELEVATOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0355 ***********************************************************************
 JL0355  DESIGNATION -  H 19
 JL0355  PID         -  JL0355
 JL0355  STATE/COUNTY-  CO/OURAY
 JL0355  USGS QUAD   -  DALLAS (1982)
 JL0355
 JL0355                         *CURRENT SURVEY CONTROL
 JL0355  ___________________________________________________________________
 JL0355* NAD 83(1986)-  38 12 42.     (N)    107 44 14.     (W)     SCALED    
 JL0355* NAVD 88     -      2081.222  (meters)    6828.14   (feet)  POSTED    
 JL0355  ___________________________________________________________________
 JL0355  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 JL0355  DYNAMIC HT  -        2078.700 (meters)    6819.87  (feet)  COMP
 JL0355  MODELED GRAV-     979,343.5   (mgal)                       NAVD 88
 JL0355
 JL0355  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JL0355
 JL0355.The horizontal coordinates were scaled from a topographic map and have
 JL0355.an estimated accuracy of +/- 6 seconds.
 JL0355
 JL0355.The orthometric height was determined by differential leveling
 JL0355.and adjusted by the National Geodetic Survey in 1992..
 JL0355.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JL0355.rate of 1.1 thru 2.0 mm/km.
 JL0355
 JL0355.The geoid height was determined by GEOID03.
 JL0355
 JL0355.The dynamic height is computed by dividing the NAVD 88
 JL0355.geopotential number by the normal gravity value computed on the
 JL0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0355.degrees latitude (g = 980.6199 gals.).
 JL0355
 JL0355.The modeled gravity was interpolated from observed gravity values.
 JL0355
 JL0355;                    North         East    Units  Estimated Accuracy
 JL0355;SPC CO S     -   478,620.      718,490.      MT  (+/- 180 meters Scaled)
 JL0355
 JL0355                          SUPERSEDED SURVEY CONTROL
 JL0355
 JL0355  NGVD 29 (??/??/92) 2079.856  (m)         6823.66   (f) ADJ UNCH    1 2
 JL0355
 JL0355.Superseded values are not recommended for survey control.
 JL0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0355.See file dsdata.txt to determine how the superseded data were derived.
 JL0355
 JL0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC603328(NAD 83)
 JL0355_MARKER: DB = BENCH MARK DISK
 JL0355_SETTING: 80 = SET IN A BOULDER
 JL0355_SP_SET: BOULDER
 JL0355_STAMPING: 6823.661 H 19 1928
 JL0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0355+STABILITY: SURFACE MOTION
 JL0355
 JL0355  HISTORY     - Date     Condition        Report By
 JL0355  HISTORY     - 1928     MONUMENTED       CGS
 JL0355  HISTORY     - 1968     GOOD             NGS
 JL0355  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0355
 JL0355                          STATION DESCRIPTION
 JL0355
 JL0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 JL0355'4.6 MI NW FROM RIDGWAY.
 JL0355'ABOUT 4.6 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 JL0355'RAILROAD FROM THE STATION AT RIDGWAY, OURAY COUNTY, ABOUT 0.5 MILE
 JL0355'SOUTHEAST OF MILEPOST D 372, ABOUT 0.3 MILE EAST OF U.S. HIGHWAY 550,
 JL0355'ABOUT 0.2 MILE NORTHWEST OF A FARM-ROAD CROSSING, ABOUT 140 FEET WEST
 JL0355'OF A 2-FOOT WOODEN CULVERT UNDER THE TRACK, ABOUT 22 YARDS SOUTH OF
 JL0355'THE CENTER LINE OF U.S. HIGHWAY 550, 26.2 FEET SOUTH OF THE CENTER
 JL0355'LINE OF THE TRACK, IN THE TOP OF A 7- BY 6-FOOT BOULDER ABOUT 5 FEET
 JL0355'HIGH ON THE SOUTH SIDE, 2 FEET FROM THE NORTH END OF THE BOULDER, AND
 JL0355'ABOUT 3 FEET HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED
 JL0355'6823.661 H 19 1928.
 JL0355
 JL0355                          STATION RECOVERY (1968)
 JL0355
 JL0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JL0355'RECOVERED IN GOOD CONDITION.
 JL0355
 JL0355                          STATION RECOVERY (1984)
 JL0355
 JL0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0007 ***********************************************************************
 KL0007  DESIGNATION -  H 2
 KL0007  PID         -  KL0007
 KL0007  STATE/COUNTY-  CO/EAGLE
 KL0007  USGS QUAD   -  MINTURN (1987)
 KL0007
 KL0007                         *CURRENT SURVEY CONTROL
 KL0007  ___________________________________________________________________
 KL0007* NAD 83(1986)-  39 35 38.     (N)    106 25 54.     (W)     SCALED    
 KL0007* NAVD 88     -      2384.319  (meters)    7822.55   (feet)  ADJUSTED  
 KL0007  ___________________________________________________________________
 KL0007  GEOID HEIGHT-         -12.59  (meters)                     GEOID03
 KL0007  DYNAMIC HT  -        2381.551 (meters)    7813.47  (feet)  COMP
 KL0007  MODELED GRAV-     979,380.3   (mgal)                       NAVD 88
 KL0007
 KL0007  VERT ORDER  -  FIRST     CLASS II
 KL0007
 KL0007.The horizontal coordinates were scaled from a topographic map and have
 KL0007.an estimated accuracy of +/- 6 seconds.
 KL0007
 KL0007.The orthometric height was determined by differential leveling
 KL0007.and adjusted by the National Geodetic Survey in June 1991..
 KL0007
 KL0007.The geoid height was determined by GEOID03.
 KL0007
 KL0007.The dynamic height is computed by dividing the NAVD 88
 KL0007.geopotential number by the normal gravity value computed on the
 KL0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0007.degrees latitude (g = 980.6199 gals.).
 KL0007
 KL0007.The modeled gravity was interpolated from observed gravity values.
 KL0007
 KL0007;                    North         East    Units  Estimated Accuracy
 KL0007;SPC CO C     -   500,650.      834,380.      MT  (+/- 180 meters Scaled)
 KL0007
 KL0007                          SUPERSEDED SURVEY CONTROL
 KL0007
 KL0007  NGVD 29 (??/??/92) 2382.825  (m)         7817.65   (f) ADJ UNCH    1 2
 KL0007
 KL0007.Superseded values are not recommended for survey control.
 KL0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0007.See file dsdata.txt to determine how the superseded data were derived.
 KL0007
 KL0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD770836(NAD 83)
 KL0007_MARKER: DB = BENCH MARK DISK
 KL0007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KL0007_SP_SET: FOUNDATION
 KL0007_STAMPING: H 2 7819
 KL0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0007
 KL0007  HISTORY     - Date     Condition        Report By
 KL0007  HISTORY     - UNK      MONUMENTED       CGS
 KL0007  HISTORY     - 1959     MARK NOT FOUND   DOD
 KL0007
 KL0007                          STATION DESCRIPTION
 KL0007
 KL0007'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 KL0007'IN MINTURN.
 KL0007'AT MINTURN, EAGLE COUNTY, 0.05 MILE SOUTH OF THE DENVER AND RIO GRANDE
 KL0007'WESTERN RAILROAD STATION, AT A SECTION HOUSE, IN THE WEST FACE OF THE
 KL0007'FOUNDATION AT THE NORTHWEST CORNER, AND 56 FEET EAST OF THE CENTERLINE
 KL0007'OF THE EAST MAIN TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 KL0007'DISK, STAMPED H 2 7819 AND SET VERTICALLY.  NOTE-- THE SECTION HOUSE
 KL0007'IN THE DESCRIPTION HAS BEEN TORN DOWN AND IT IS PRESUMED THAT THE MARK
 KL0007'HAS BEEN LOST.  BM R 280 SET IN 1951 HAS REPLACED THE MARK AS ITS
 KL0007'LOCATION IS A FEW YARDS AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0031 ***********************************************************************
 KK0031  DESIGNATION -  H 2
 KK0031  PID         -  KK0031
 KK0031  STATE/COUNTY-  CO/ADAMS
 KK0031  USGS QUAD   -  BENNETT (1975)
 KK0031
 KK0031                         *CURRENT SURVEY CONTROL
 KK0031  ___________________________________________________________________
 KK0031* NAD 83(1986)-  39 45 22.     (N)    104 25 41.     (W)     SCALED    
 KK0031* NAVD 88     -      1672.119  (meters)    5485.94   (feet)  ADJUSTED  
 KK0031  ___________________________________________________________________
 KK0031  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 KK0031  DYNAMIC HT  -        1670.556 (meters)    5480.82  (feet)  COMP
 KK0031  MODELED GRAV-     979,632.5   (mgal)                       NAVD 88
 KK0031
 KK0031  VERT ORDER  -  FIRST     CLASS II
 KK0031
 KK0031.The horizontal coordinates were scaled from a topographic map and have
 KK0031.an estimated accuracy of +/- 6 seconds.
 KK0031
 KK0031.The orthometric height was determined by differential leveling
 KK0031.and adjusted by the National Geodetic Survey in June 1991..
 KK0031
 KK0031.The geoid height was determined by GEOID03.
 KK0031
 KK0031.The dynamic height is computed by dividing the NAVD 88
 KK0031.geopotential number by the normal gravity value computed on the
 KK0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0031.degrees latitude (g = 980.6199 gals.).
 KK0031
 KK0031.The modeled gravity was interpolated from observed gravity values.
 KK0031
 KK0031;                    North         East    Units  Estimated Accuracy
 KK0031;SPC CO N     -   352,300.    1,006,260.      MT  (+/- 180 meters Scaled)
 KK0031
 KK0031                          SUPERSEDED SURVEY CONTROL
 KK0031
 KK0031  NGVD 29 (??/??/92) 1671.215  (m)         5482.98   (f) ADJ UNCH    1 2
 KK0031
 KK0031.Superseded values are not recommended for survey control.
 KK0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0031.See file dsdata.txt to determine how the superseded data were derived.
 KK0031
 KK0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE489008(NAD 83)
 KK0031_MARKER: Q = CHISELED SQUARE
 KK0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0031_SP_SET: GRANITE POST
 KK0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0031+STABILITY: SURFACE MOTION
 KK0031
 KK0031  HISTORY     - Date     Condition        Report By
 KK0031  HISTORY     - UNK      MONUMENTED       CGS
 KK0031  HISTORY     - 1938     GOOD             NGS
 KK0031  HISTORY     - 1983     MARK NOT FOUND   NGS
 KK0031
 KK0031                          STATION DESCRIPTION
 KK0031
 KK0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KK0031'AT BENNETT.
 KK0031'AT BENNETT, ADAMS COUNTY, ON THE UNION PACIFIC RAILROAD, ABOUT 350
 KK0031'FEET EAST OF THE STATION, 8 POLES EAST OF MILEPOST 609, AT THE
 KK0031'SOUTHWEST CORNER OF THE SECTION-HOUSE YARD, 48 FEET NORTH OF THE
 KK0031'CENTERLINE OF THE MAIN TRACK, 4 FEET NORTHEAST OF THE SOUTHWEST
 KK0031'CORNER POST OF THE FENCE AROUND THE YARD, AND ABOUT 1/2 FOOT HIGHER
 KK0031'THAN THE TRACK.  THE BOTTOM OF A SQUARE HOLE, SURROUNDED BY THE
 KK0031'LETTERS USBM CUT ON THE TOP OF A GRANITE POST PROJECTING 6 INCHES
 KK0031'ABOVE GROUND.
 KK0031
 KK0031                          STATION RECOVERY (1983)
 KK0031
 KK0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0883 ***********************************************************************
 KK0883  DESIGNATION -  H 2
 KK0883  PID         -  KK0883
 KK0883  STATE/COUNTY-  CO/PARK
 KK0883  USGS QUAD   -  COMO (1994)
 KK0883
 KK0883                         *CURRENT SURVEY CONTROL
 KK0883  ___________________________________________________________________
 KK0883* NAD 83(1986)-  39 15 32.     (N)    105 57 53.     (W)     SCALED    
 KK0883* NAVD 88     -      3006.564  (meters)    9864.04   (feet)  ADJUSTED  
 KK0883  ___________________________________________________________________
 KK0883  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 KK0883  DYNAMIC HT  -        3002.623 (meters)    9851.11  (feet)  COMP
 KK0883  MODELED GRAV-     979,207.0   (mgal)                       NAVD 88
 KK0883
 KK0883  VERT ORDER  -  FIRST     CLASS II
 KK0883
 KK0883.The horizontal coordinates were scaled from a topographic map and have
 KK0883.an estimated accuracy of +/- 6 seconds.
 KK0883
 KK0883.The orthometric height was determined by differential leveling
 KK0883.and adjusted by the National Geodetic Survey in June 1991..
 KK0883
 KK0883.The geoid height was determined by GEOID03.
 KK0883
 KK0883.The dynamic height is computed by dividing the NAVD 88
 KK0883.geopotential number by the normal gravity value computed on the
 KK0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0883.degrees latitude (g = 980.6199 gals.).
 KK0883
 KK0883.The modeled gravity was interpolated from observed gravity values.
 KK0883
 KK0883;                    North         East    Units  Estimated Accuracy
 KK0883;SPC CO C     -   463,150.      874,290.      MT  (+/- 180 meters Scaled)
 KK0883
 KK0883                          SUPERSEDED SURVEY CONTROL
 KK0883
 KK0883  NGVD 29 (??/??/92) 3004.830  (m)         9858.35   (f) ADJ UNCH    1 2
 KK0883
 KK0883.Superseded values are not recommended for survey control.
 KK0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0883.See file dsdata.txt to determine how the superseded data were derived.
 KK0883
 KK0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD167459(NAD 83)
 KK0883_MARKER: DD = SURVEY DISK
 KK0883_SETTING: 66 = SET IN ROCK OUTCROP
 KK0883_SP_SET: SANDSTONE ROCK
 KK0883_STAMPING: H 2 1927
 KK0883_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0883+STABILITY: POSITION/ELEVATION WELL
 KK0883
 KK0883  HISTORY     - Date     Condition        Report By
 KK0883  HISTORY     - 1927     MONUMENTED       USGS
 KK0883  HISTORY     - 1951     GOOD             NGS
 KK0883
 KK0883                          STATION DESCRIPTION
 KK0883
 KK0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0883'3.8 MI NE FROM FAIRPLAY.
 KK0883'0.6 MILE EAST ALONG STATE HIGHWAY 9 FROM THE COUNTY COURTHOUSE AT
 KK0883'FAIRPLAY, THENCE 2.5 MILES NORTH ALONG U.S. HIGHWAY 285, THENCE
 KK0883'0.7 MILE NORTH ALONG THE OLD HIGHWAY, 0.35 MILE NORTH OF A PRIVATE
 KK0883'GRAVELED ROAD LEADING NORTHWEST, 95 YARDS WEST OF THE WEST EDGE
 KK0883'OF A GROVE OF ASPEN TREES, 50 FEET NORTHWEST OF A TELEPHONE POLE,
 KK0883'24 FEET WEST OF THE CENTER LINE OF THE OLD HIGHWAY, 10 FEET
 KK0883'NORTHWEST OF A WITNESS POST, FLUSH WITH THE GROUND, SET IN THE
 KK0883'TOP OF A SANDSTONE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0240 ***********************************************************************
 HL0240  DESIGNATION -  H 20
 HL0240  PID         -  HL0240
 HL0240  STATE/COUNTY-  CO/LA PLATA
 HL0240  USGS QUAD   -  HERMOSA (1963)
 HL0240
 HL0240                         *CURRENT SURVEY CONTROL
 HL0240  ___________________________________________________________________
 HL0240* NAD 83(1986)-  37 29 18.     (N)    107 48 15.     (W)     SCALED    
 HL0240* NAVD 88     -      2234.780  (meters)    7331.94   (feet)  ADJUSTED  
 HL0240  ___________________________________________________________________
 HL0240  GEOID HEIGHT-         -17.03  (meters)                     GEOID03
 HL0240  DYNAMIC HT  -        2231.826 (meters)    7322.25  (feet)  COMP
 HL0240  MODELED GRAV-     979,228.9   (mgal)                       NAVD 88
 HL0240
 HL0240  VERT ORDER  -  FIRST     CLASS II
 HL0240
 HL0240.The horizontal coordinates were scaled from a topographic map and have
 HL0240.an estimated accuracy of +/- 6 seconds.
 HL0240
 HL0240.The orthometric height was determined by differential leveling
 HL0240.and adjusted by the National Geodetic Survey in June 1991..
 HL0240
 HL0240.The geoid height was determined by GEOID03.
 HL0240
 HL0240.The dynamic height is computed by dividing the NAVD 88
 HL0240.geopotential number by the normal gravity value computed on the
 HL0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0240.degrees latitude (g = 980.6199 gals.).
 HL0240
 HL0240.The modeled gravity was interpolated from observed gravity values.
 HL0240
 HL0240;                    North         East    Units  Estimated Accuracy
 HL0240;SPC CO S     -   398,510.      710,650.      MT  (+/- 180 meters Scaled)
 HL0240
 HL0240                          SUPERSEDED SURVEY CONTROL
 HL0240
 HL0240.No superseded survey control is available for this station.
 HL0240
 HL0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB520527(NAD 83)
 HL0240_MARKER: DB = BENCH MARK DISK
 HL0240_SETTING: 66 = SET IN ROCK OUTCROP
 HL0240_SP_SET: SET IN ROCK OUTCROP
 HL0240_MARK LOGO: CGS   
 HL0240_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0240+STABILITY: POSITION/ELEVATION WELL
 HL0240
 HL0240  HISTORY     - Date     Condition        Report By
 HL0240  HISTORY     - 1928     MONUMENTED       CGS
 HL0240  HISTORY     - 1928     GOOD             NGS
 HL0240  HISTORY     - 1985     GOOD             NGS
 HL0240
 HL0240                          STATION DESCRIPTION
 HL0240
 HL0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 HL0240'0.5 MI SE FROM ROCKWOOD.
 HL0240'125 FT. EAST OF BRIDGE NO. 468 A, 17 FT. NORTH OF TRACK.  IN GRANITE
 HL0240'OUTCROP.
 HL0240
 HL0240                          STATION RECOVERY (1985)
 HL0240
 HL0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HL0240'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  22.7 KM (14.1
 HL0240'MI) NORTHERLY ALONG U.S. HIGHWAY 550 FROM THE DURANGO COMMUNITY
 HL0240'HOSPITAL IN DURANGO, THENCE 1.2 KM (0.75 MI) EASTERLY ALONG ROCKWOOD
 HL0240'ROAD, THENCE 0.3 KM (0.2 MI) SOUTH ALONG THE NARROW GAUGE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0333 ***********************************************************************
 LK0333  DESIGNATION -  H 207
 LK0333  PID         -  LK0333
 LK0333  STATE/COUNTY-  CO/WELD
 LK0333  USGS QUAD   -  STONEHAM SE (1978)
 LK0333
 LK0333                         *CURRENT SURVEY CONTROL
 LK0333  ___________________________________________________________________
 LK0333* NAD 83(1986)-  40 35 33.     (N)    103 37 22.     (W)     SCALED    
 LK0333* NAVD 88     -      1393.945  (meters)    4573.30   (feet)  ADJUSTED  
 LK0333  ___________________________________________________________________
 LK0333  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 LK0333  DYNAMIC HT  -        1392.860 (meters)    4569.74  (feet)  COMP
 LK0333  MODELED GRAV-     979,797.6   (mgal)                       NAVD 88
 LK0333
 LK0333  VERT ORDER  -  SECOND    CLASS 0
 LK0333
 LK0333.The horizontal coordinates were scaled from a topographic map and have
 LK0333.an estimated accuracy of +/- 6 seconds.
 LK0333
 LK0333.The orthometric height was determined by differential leveling
 LK0333.and adjusted by the National Geodetic Survey in June 1991..
 LK0333
 LK0333.The geoid height was determined by GEOID03.
 LK0333
 LK0333.The dynamic height is computed by dividing the NAVD 88
 LK0333.geopotential number by the normal gravity value computed on the
 LK0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0333.degrees latitude (g = 980.6199 gals.).
 LK0333
 LK0333.The modeled gravity was interpolated from observed gravity values.
 LK0333
 LK0333;                    North         East    Units  Estimated Accuracy
 LK0333;SPC CO N     -   446,290.    1,073,300.      MT  (+/- 180 meters Scaled)
 LK0333
 LK0333                          SUPERSEDED SURVEY CONTROL
 LK0333
 LK0333  NGVD 29 (??/??/92) 1393.300  (m)         4571.19   (f) ADJ UNCH    2 0
 LK0333
 LK0333.Superseded values are not recommended for survey control.
 LK0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0333.See file dsdata.txt to determine how the superseded data were derived.
 LK0333
 LK0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE165944(NAD 83)
 LK0333_MARKER: DB = BENCH MARK DISK
 LK0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0333_STAMPING: H 207 1934
 LK0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0333+STABILITY: SURFACE MOTION
 LK0333
 LK0333  HISTORY     - Date     Condition        Report By
 LK0333  HISTORY     - 1934     MONUMENTED       CGS
 LK0333  HISTORY     - 1974     MARK NOT FOUND   USGS
 LK0333
 LK0333                          STATION DESCRIPTION
 LK0333
 LK0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LK0333'2.3 MI E FROM STONEHAM.
 LK0333'2.3 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LK0333'FROM THE STATION AT STONEHAM, WELD COUNTY, 88.1 FEET NORTHWEST OF
 LK0333'MILEPOST 254, 93.2 FEET NORTH OF THE NORTH RAIL, 4.3 FEET SOUTH OF
 LK0333'A FENCE, 8.0 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 LK0333'H 207 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LK0333
 LK0333                          STATION RECOVERY (1974)
 LK0333
 LK0333'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LK0333'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0042 ***********************************************************************
 LL0042  DESIGNATION -  H 208
 LL0042  PID         -  LL0042
 LL0042  STATE/COUNTY-  CO/WELD
 LL0042  USGS QUAD   -  BRIGGSDALE (1972)
 LL0042
 LL0042                         *CURRENT SURVEY CONTROL
 LL0042  ___________________________________________________________________
 LL0042* NAD 83(1986)-  40 38 22.     (N)    104 22 06.     (W)     SCALED    
 LL0042* NAVD 88     -      1505.668  (meters)    4939.85   (feet)  ADJUSTED  
 LL0042  ___________________________________________________________________
 LL0042  GEOID HEIGHT-         -18.27  (meters)                     GEOID03
 LL0042  DYNAMIC HT  -        1504.436 (meters)    4935.80  (feet)  COMP
 LL0042  MODELED GRAV-     979,753.9   (mgal)                       NAVD 88
 LL0042
 LL0042  VERT ORDER  -  SECOND    CLASS 0
 LL0042
 LL0042.The horizontal coordinates were scaled from a topographic map and have
 LL0042.an estimated accuracy of +/- 6 seconds.
 LL0042
 LL0042.The orthometric height was determined by differential leveling
 LL0042.and adjusted by the National Geodetic Survey in June 1991..
 LL0042
 LL0042.The geoid height was determined by GEOID03.
 LL0042
 LL0042.The dynamic height is computed by dividing the NAVD 88
 LL0042.geopotential number by the normal gravity value computed on the
 LL0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0042.degrees latitude (g = 980.6199 gals.).
 LL0042
 LL0042.The modeled gravity was interpolated from observed gravity values.
 LL0042
 LL0042;                    North         East    Units  Estimated Accuracy
 LL0042;SPC CO N     -   450,430.    1,010,130.      MT  (+/- 180 meters Scaled)
 LL0042
 LL0042                          SUPERSEDED SURVEY CONTROL
 LL0042
 LL0042  NGVD 29 (??/??/92) 1504.811  (m)         4937.03   (f) ADJ UNCH    2 0
 LL0042
 LL0042.Superseded values are not recommended for survey control.
 LL0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0042.See file dsdata.txt to determine how the superseded data were derived.
 LL0042
 LL0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE534989(NAD 83)
 LL0042_MARKER: DB = BENCH MARK DISK
 LL0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0042_STAMPING: H 208 1934
 LL0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0042+STABILITY: SURFACE MOTION
 LL0042
 LL0042  HISTORY     - Date     Condition        Report By
 LL0042  HISTORY     - 1934     MONUMENTED       CGS
 LL0042  HISTORY     - 1953     GOOD             NGS
 LL0042  HISTORY     - 1960     GOOD             NGS
 LL0042
 LL0042                          STATION DESCRIPTION
 LL0042
 LL0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 LL0042'2.2 MI W FROM BRIGGSDALE.
 LL0042'2.2 MILES WEST ALONG OLD STATE HIGHWAY 14 FROM THE POST OFFICE AT
 LL0042'BRIGGSDALE, WELD COUNTY, ON THE TOP OF A HILL, 34.2 FEET NORTH OF
 LL0042'THE CENTERLINE OF THE OLD HIGHWAY, AND LEVEL WITH THE HIGHWAY.  A
 LL0042'STANDARD DISK, STAMPED H 208 1934 AND SET IN THE TOP OF A CONCRETE
 LL0042'POST.
 LL0042
 LL0042                          STATION RECOVERY (1960)
 LL0042
 LL0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 LL0042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0014 ***********************************************************************
 LL0014  DESIGNATION -  H 209
 LL0014  PID         -  LL0014
 LL0014  STATE/COUNTY-  CO/WELD
 LL0014  USGS QUAD   -  KEOTA (1972)
 LL0014
 LL0014                         *CURRENT SURVEY CONTROL
 LL0014  ___________________________________________________________________
 LL0014* NAD 83(1986)-  40 44 16.     (N)    104 07 00.     (W)     SCALED    
 LL0014* NAVD 88     -      1521.896  (meters)    4993.09   (feet)  ADJUSTED  
 LL0014  ___________________________________________________________________
 LL0014  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 LL0014  DYNAMIC HT  -        1520.659 (meters)    4989.03  (feet)  COMP
 LL0014  MODELED GRAV-     979,758.9   (mgal)                       NAVD 88
 LL0014
 LL0014  VERT ORDER  -  SECOND    CLASS 0
 LL0014
 LL0014.The horizontal coordinates were scaled from a topographic map and have
 LL0014.an estimated accuracy of +/- 6 seconds.
 LL0014
 LL0014.The orthometric height was determined by differential leveling
 LL0014.and adjusted by the National Geodetic Survey in June 1991..
 LL0014
 LL0014.The geoid height was determined by GEOID03.
 LL0014
 LL0014.The dynamic height is computed by dividing the NAVD 88
 LL0014.geopotential number by the normal gravity value computed on the
 LL0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0014.degrees latitude (g = 980.6199 gals.).
 LL0014
 LL0014.The modeled gravity was interpolated from observed gravity values.
 LL0014
 LL0014;                    North         East    Units  Estimated Accuracy
 LL0014;SPC CO N     -   461,650.    1,031,240.      MT  (+/- 180 meters Scaled)
 LL0014
 LL0014                          SUPERSEDED SURVEY CONTROL
 LL0014
 LL0014  NGVD 29 (??/??/92) 1521.115  (m)         4990.52   (f) ADJ UNCH    2 0
 LL0014
 LL0014.Superseded values are not recommended for survey control.
 LL0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0014.See file dsdata.txt to determine how the superseded data were derived.
 LL0014
 LL0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF745100(NAD 83)
 LL0014_MARKER: DB = BENCH MARK DISK
 LL0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0014_STAMPING: H 209 1934
 LL0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0014+STABILITY: SURFACE MOTION
 LL0014
 LL0014  HISTORY     - Date     Condition        Report By
 LL0014  HISTORY     - 1934     MONUMENTED       CGS
 LL0014
 LL0014                          STATION DESCRIPTION
 LL0014
 LL0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0014'3.2 MI NW FROM KEOTA.
 LL0014'3.2 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LL0014'RAILROAD FROM THE STATION AT KEOTA, WELD COUNTY, 106.9 FEET WEST
 LL0014'OF MILEPOST 285, AND 89.1 FEET SOUTHWEST OF THE SOUTHWEST RAIL.
 LL0014'A STANDARD DISK, STAMPED H 209 1934 AND SET IN THE TOP OF A CONCRETE
 LL0014'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0269 ***********************************************************************
 HL0269  DESIGNATION -  H 21
 HL0269  PID         -  HL0269
 HL0269  STATE/COUNTY-  CO/OURAY
 HL0269  USGS QUAD   -  IRONTON (1972)
 HL0269
 HL0269                         *CURRENT SURVEY CONTROL
 HL0269  ___________________________________________________________________
 HL0269* NAD 83(1986)-  37 55 36.     (N)    107 41 25.     (W)     SCALED    
 HL0269* NAVD 88     -      3060.865  (meters)   10042.19   (feet)  POSTED    
 HL0269  ___________________________________________________________________
 HL0269  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 HL0269  DYNAMIC HT  -        3056.370 (meters)   10027.44  (feet)  COMP
 HL0269  MODELED GRAV-     979,050.2   (mgal)                       NAVD 88
 HL0269
 HL0269  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HL0269
 HL0269.The horizontal coordinates were scaled from a topographic map and have
 HL0269.an estimated accuracy of +/- 6 seconds.
 HL0269
 HL0269.The orthometric height was determined by differential leveling
 HL0269.and adjusted by the National Geodetic Survey in 1992..
 HL0269.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HL0269.rate of 0.0 thru 1.0 mm/km.
 HL0269
 HL0269.The geoid height was determined by GEOID03.
 HL0269
 HL0269.The dynamic height is computed by dividing the NAVD 88
 HL0269.geopotential number by the normal gravity value computed on the
 HL0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0269.degrees latitude (g = 980.6199 gals.).
 HL0269
 HL0269.The modeled gravity was interpolated from observed gravity values.
 HL0269
 HL0269;                    North         East    Units  Estimated Accuracy
 HL0269;SPC CO S     -   446,900.      721,860.      MT  (+/- 180 meters Scaled)
 HL0269
 HL0269                          SUPERSEDED SURVEY CONTROL
 HL0269
 HL0269  NGVD 29 (??/??/92) 3059.088  (m)        10036.36   (f) ADJ UNCH    1 2
 HL0269
 HL0269.Superseded values are not recommended for survey control.
 HL0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0269.See file dsdata.txt to determine how the superseded data were derived.
 HL0269
 HL0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC635010(NAD 83)
 HL0269_MARKER: DD = SURVEY DISK
 HL0269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HL0269_SP_SET: CULVERT
 HL0269_STAMPING: 1927 H 21
 HL0269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0269
 HL0269  HISTORY     - Date     Condition        Report By
 HL0269  HISTORY     - 1927     MONUMENTED       USGS
 HL0269  HISTORY     - 1928     GOOD             NGS
 HL0269  HISTORY     - 1985     MARK NOT FOUND   NGS
 HL0269  HISTORY     - 19910630 MARK NOT FOUND   USPSQD
 HL0269
 HL0269                          STATION DESCRIPTION
 HL0269
 HL0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 HL0269'0.9 MI S FROM IRONTON.
 HL0269'ON WEST EDGE OF HIGHWAY, IN CENTER OF TOP OF PARAPET WALL OF CONCRETE
 HL0269'CULVERT.  CULVERT MARKED U.S. 10038.0 P.B.M.
 HL0269
 HL0269                          STATION RECOVERY (1985)
 HL0269
 HL0269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HL0269'MARK NOT FOUND.
 HL0269
 HL0269                          STATION RECOVERY (1991)
 HL0269
 HL0269'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0269'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0023 ***********************************************************************
 HK0023  DESIGNATION -  H 21
 HK0023  PID         -  HK0023
 HK0023  STATE/COUNTY-  CO/LAS ANIMAS
 HK0023  USGS QUAD   -  TRINIDAD EAST (1971)
 HK0023
 HK0023                         *CURRENT SURVEY CONTROL
 HK0023  ___________________________________________________________________
 HK0023* NAD 83(1986)-  37 13 07.     (N)    104 29 21.     (W)     SCALED    
 HK0023* NAVD 88     -      1846.831  (meters)    6059.14   (feet)  ADJUSTED  
 HK0023  ___________________________________________________________________
 HK0023  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 HK0023  DYNAMIC HT  -        1844.562 (meters)    6051.70  (feet)  COMP
 HK0023  MODELED GRAV-     979,337.0   (mgal)                       NAVD 88
 HK0023
 HK0023  VERT ORDER  -  FIRST     CLASS II
 HK0023
 HK0023.The horizontal coordinates were scaled from a topographic map and have
 HK0023.an estimated accuracy of +/- 6 seconds.
 HK0023
 HK0023.The orthometric height was determined by differential leveling
 HK0023.and adjusted by the National Geodetic Survey in June 1991..
 HK0023
 HK0023.The geoid height was determined by GEOID03.
 HK0023
 HK0023.The dynamic height is computed by dividing the NAVD 88
 HK0023.geopotential number by the normal gravity value computed on the
 HK0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0023.degrees latitude (g = 980.6199 gals.).
 HK0023
 HK0023.The modeled gravity was interpolated from observed gravity values.
 HK0023
 HK0023;                    North         East    Units  Estimated Accuracy
 HK0023;SPC CO S     -   366,540.    1,004,120.      MT  (+/- 180 meters Scaled)
 HK0023
 HK0023                          SUPERSEDED SURVEY CONTROL
 HK0023
 HK0023  NGVD 29 (??/??/92) 1845.820  (m)         6055.83   (f) ADJ UNCH    1 2
 HK0023
 HK0023.Superseded values are not recommended for survey control.
 HK0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0023.See file dsdata.txt to determine how the superseded data were derived.
 HK0023
 HK0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB453192(NAD 83)
 HK0023_MARKER: DB = BENCH MARK DISK
 HK0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0023_STAMPING: 6055.828 H 21 1929
 HK0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0023+STABILITY: SURFACE MOTION
 HK0023
 HK0023  HISTORY     - Date     Condition        Report By
 HK0023  HISTORY     - 1929     MONUMENTED       CGS
 HK0023  HISTORY     - 1971     GOOD             USGS
 HK0023
 HK0023                          STATION DESCRIPTION
 HK0023
 HK0023'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HK0023'3.2 MI N FROM TRINIDAD.
 HK0023'ABOUT 3.2 MILES NORTH ALONG THE COLORADO AND SOUTHERN RAILWAY FROM
 HK0023'THE STATION AT TRINIDAD, LAS ANIMAS COUNTY, 0.4 MILES NORTH OF
 HK0023'MILEPOST 209, 0.2 MILES NORTH OF A DRAIN CROSSING, AT THE NORTH END
 HK0023'OF A CUT, 42 FEET WEST OF, AND 2 FEET HIGHER THAN CENTERLINE OF
 HK0023'TRACK, A STANDARD DISK STAMPED 6055.828 H-21 1929 AND SET IN THE TOP
 HK0023'OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0274 ***********************************************************************
 HL0274  DESIGNATION -  H 22
 HL0274  PID         -  HL0274
 HL0274  STATE/COUNTY-  CO/OURAY
 HL0274  USGS QUAD   -  IRONTON (1972)
 HL0274
 HL0274                         *CURRENT SURVEY CONTROL
 HL0274  ___________________________________________________________________
 HL0274* NAD 83(1986)-  37 53 55.     (N)    107 42 38.     (W)     SCALED    
 HL0274* NAVD 88     -      3377.420  (meters)   11080.75   (feet)  POSTED    
 HL0274  ___________________________________________________________________
 HL0274  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 HL0274  DYNAMIC HT  -        3372.340 (meters)   11064.09  (feet)  COMP
 HL0274  MODELED GRAV-     979,002.1   (mgal)                       NAVD 88
 HL0274
 HL0274  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HL0274
 HL0274.The horizontal coordinates were scaled from a topographic map and have
 HL0274.an estimated accuracy of +/- 6 seconds.
 HL0274
 HL0274.The orthometric height was determined by differential leveling
 HL0274.and adjusted by the National Geodetic Survey in 1992..
 HL0274.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HL0274.rate of 0.0 thru 1.0 mm/km.
 HL0274
 HL0274.The geoid height was determined by GEOID03.
 HL0274
 HL0274.The dynamic height is computed by dividing the NAVD 88
 HL0274.geopotential number by the normal gravity value computed on the
 HL0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0274.degrees latitude (g = 980.6199 gals.).
 HL0274
 HL0274.The modeled gravity was interpolated from observed gravity values.
 HL0274
 HL0274;                    North         East    Units  Estimated Accuracy
 HL0274;SPC CO S     -   443,830.      720,010.      MT  (+/- 180 meters Scaled)
 HL0274
 HL0274                          SUPERSEDED SURVEY CONTROL
 HL0274
 HL0274  NGVD 29 (??/??/92) 3375.589  (m)        11074.74   (f) ADJ UNCH    1 2
 HL0274
 HL0274.Superseded values are not recommended for survey control.
 HL0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0274.See file dsdata.txt to determine how the superseded data were derived.
 HL0274
 HL0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB616980(NAD 83)
 HL0274_MARKER: DD = SURVEY DISK
 HL0274_SETTING: 80 = SET IN A BOULDER
 HL0274_SP_SET: BOULDER
 HL0274_STAMPING: 1927 H 22
 HL0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0274+STABILITY: SURFACE MOTION
 HL0274
 HL0274  HISTORY     - Date     Condition        Report By
 HL0274  HISTORY     - 1927     MONUMENTED       USGS
 HL0274  HISTORY     - 1928     GOOD             NGS
 HL0274  HISTORY     - 1985     MARK NOT FOUND   NGS
 HL0274  HISTORY     - 19910630 MARK NOT FOUND   USPSQD
 HL0274
 HL0274                          STATION DESCRIPTION
 HL0274
 HL0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 HL0274'4.6 MI S FROM IRONTON.
 HL0274'10.3 MILES NORTHWEST OF SILVERTON, ON EAST EDGE OF ROAD, 160 FT. NORTH
 HL0274'OF SUMMIT OF RED MOUNTAIN PASS, IN TOP OF LARGE BOULDER. BOULDER
 HL0274'MARKED U.S. 11076.6 P.B.M.
 HL0274
 HL0274                          STATION RECOVERY (1985)
 HL0274
 HL0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HL0274'MARK NOT FOUND.
 HL0274
 HL0274                          STATION RECOVERY (1991)
 HL0274
 HL0274'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0274'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0135 ***********************************************************************
 HK0135  DESIGNATION -  H 22
 HK0135  PID         -  HK0135
 HK0135  STATE/COUNTY-  CO/HUERFANO
 HK0135  USGS QUAD   -  GRANEROS FLATS (1970)
 HK0135
 HK0135                         *CURRENT SURVEY CONTROL
 HK0135  ___________________________________________________________________
 HK0135* NAD 83(1986)-  37 53 34.     (N)    104 40 15.     (W)     SCALED    
 HK0135* NAVD 88     -      1710.500  (meters)    5611.87   (feet)  ADJUSTED  
 HK0135  ___________________________________________________________________
 HK0135  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 HK0135  DYNAMIC HT  -        1708.599 (meters)    5605.63  (feet)  COMP
 HK0135  MODELED GRAV-     979,457.6   (mgal)                       NAVD 88
 HK0135
 HK0135  VERT ORDER  -  FIRST     CLASS II
 HK0135
 HK0135.The horizontal coordinates were scaled from a topographic map and have
 HK0135.an estimated accuracy of +/- 6 seconds.
 HK0135
 HK0135.The orthometric height was determined by differential leveling
 HK0135.and adjusted by the National Geodetic Survey in June 1991..
 HK0135
 HK0135.The geoid height was determined by GEOID03.
 HK0135
 HK0135.The dynamic height is computed by dividing the NAVD 88
 HK0135.geopotential number by the normal gravity value computed on the
 HK0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0135.degrees latitude (g = 980.6199 gals.).
 HK0135
 HK0135.The modeled gravity was interpolated from observed gravity values.
 HK0135
 HK0135;                    North         East    Units  Estimated Accuracy
 HK0135;SPC CO S     -   441,200.      987,330.      MT  (+/- 180 meters Scaled)
 HK0135
 HK0135                          SUPERSEDED SURVEY CONTROL
 HK0135
 HK0135  NGVD 29 (??/??/92) 1709.601  (m)         5608.92   (f) ADJ UNCH    1 2
 HK0135
 HK0135.Superseded values are not recommended for survey control.
 HK0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0135.See file dsdata.txt to determine how the superseded data were derived.
 HK0135
 HK0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB289939(NAD 83)
 HK0135_MARKER: DB = BENCH MARK DISK
 HK0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0135_STAMPING: 5608.916 H 22 1929
 HK0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0135+STABILITY: SURFACE MOTION
 HK0135
 HK0135  HISTORY     - Date     Condition        Report By
 HK0135  HISTORY     - 1929     MONUMENTED       CGS
 HK0135  HISTORY     - 1935     GOOD             NGS
 HK0135
 HK0135                          STATION DESCRIPTION
 HK0135
 HK0135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HK0135'22.7 MI N FROM WALSENBURG.
 HK0135'22.7 MILES NORTH ALONG THE COLORADO AND SOUTHERN RAILWAY FROM THE
 HK0135'STATION AT WALSENBURG, HUERFANO COUNTY, 1.6 MILES NORTH OF THE
 HK0135'STATION AT MUSTANG, 0.2 MILE NORTH OF MILEPOST 149, AT A PRIVATE-ROAD
 HK0135'CROSSING, 39.5 FEET WEST OF THE CENTERLINE OF THE WEST TRACK, 19
 HK0135'FEET NORTH OF THE CENTERLINE OF THE PRIVATE ROAD, 2 FEET EAST OF THE
 HK0135'WEST RIGHT-OF-WAY FENCE, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 HK0135'STAMPED 5608.916 H 22 1929 AND SET IN THE TOP OF A CONCRETE POST
 HK0135'PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0277 ***********************************************************************
 HL0277  DESIGNATION -  H 23
 HL0277  PID         -  HL0277
 HL0277  STATE/COUNTY-  CO/SAN JUAN
 HL0277  USGS QUAD   -  SILVERTON (1955)
 HL0277
 HL0277                         *CURRENT SURVEY CONTROL
 HL0277  ___________________________________________________________________
 HL0277* NAD 83(1986)-  37 52 27.     (N)    107 43 35.     (W)     SCALED    
 HL0277* NAVD 88     -      3133.906  (meters)   10281.82   (feet)  POSTED    
 HL0277  ___________________________________________________________________
 HL0277  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 HL0277  DYNAMIC HT  -        3129.260 (meters)   10266.58  (feet)  COMP
 HL0277  MODELED GRAV-     979,031.7   (mgal)                       NAVD 88
 HL0277
 HL0277  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HL0277
 HL0277.The horizontal coordinates were scaled from a topographic map and have
 HL0277.an estimated accuracy of +/- 6 seconds.
 HL0277
 HL0277.The orthometric height was determined by differential leveling
 HL0277.and adjusted by the National Geodetic Survey in 1992..
 HL0277.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HL0277.rate of 0.0 thru 1.0 mm/km.
 HL0277
 HL0277.The geoid height was determined by GEOID03.
 HL0277
 HL0277.The dynamic height is computed by dividing the NAVD 88
 HL0277.geopotential number by the normal gravity value computed on the
 HL0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0277.degrees latitude (g = 980.6199 gals.).
 HL0277
 HL0277.The modeled gravity was interpolated from observed gravity values.
 HL0277
 HL0277;                    North         East    Units  Estimated Accuracy
 HL0277;SPC CO S     -   441,150.      718,550.      MT  (+/- 180 meters Scaled)
 HL0277
 HL0277                          SUPERSEDED SURVEY CONTROL
 HL0277
 HL0277  NGVD 29 (??/??/92) 3132.118  (m)        10275.96   (f) ADJ UNCH    1 2
 HL0277
 HL0277.Superseded values are not recommended for survey control.
 HL0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0277.See file dsdata.txt to determine how the superseded data were derived.
 HL0277
 HL0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB601953(NAD 83)
 HL0277_MARKER: DD = SURVEY DISK
 HL0277_SETTING: 80 = SET IN A BOULDER
 HL0277_SP_SET: BOULDER
 HL0277_STAMPING: 1927 H 23
 HL0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0277+STABILITY: SURFACE MOTION
 HL0277
 HL0277  HISTORY     - Date     Condition        Report By
 HL0277  HISTORY     - 1927     MONUMENTED       USGS
 HL0277  HISTORY     - 1928     GOOD             NGS
 HL0277  HISTORY     - 1985     MARK NOT FOUND   NGS
 HL0277  HISTORY     - 19910705 GOOD             USPSQD
 HL0277
 HL0277                          STATION DESCRIPTION
 HL0277
 HL0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1928
 HL0277'7.4 MI NW FROM SILVERTON.
 HL0277'40 FT. EAST BY 150 FT. NORTH OF A RIGHT ANGLE TURN IN HIGHWAY, AT MILL
 HL0277'CREEK, IN TOP OF A LARGE BOULDER.  BOULDER MARKED U.S. 10277.2 P.B.M.
 HL0277
 HL0277                          STATION RECOVERY (1985)
 HL0277
 HL0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HL0277'MARK NOT FOUND.
 HL0277
 HL0277                          STATION RECOVERY (1991)
 HL0277
 HL0277'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0115 ***********************************************************************
 JL0115  DESIGNATION -  H 25
 JL0115  PID         -  JL0115
 JL0115  STATE/COUNTY-  CO/SAGUACHE
 JL0115  USGS QUAD   -  PONCHA PASS (1994)
 JL0115
 JL0115                         *CURRENT SURVEY CONTROL
 JL0115  ___________________________________________________________________
 JL0115* NAD 83(1986)-  38 23 40.     (N)    106 03 32.     (W)     SCALED    
 JL0115* NAVD 88     -      2645.557  (meters)    8679.63   (feet)  ADJUSTED  
 JL0115  ___________________________________________________________________
 JL0115  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 JL0115  DYNAMIC HT  -        2642.081 (meters)    8668.23  (feet)  COMP
 JL0115  MODELED GRAV-     979,219.0   (mgal)                       NAVD 88
 JL0115
 JL0115  VERT ORDER  -  FIRST     CLASS II
 JL0115
 JL0115.The horizontal coordinates were scaled from a topographic map and have
 JL0115.an estimated accuracy of +/- 6 seconds.
 JL0115
 JL0115.The orthometric height was determined by differential leveling
 JL0115.and adjusted by the National Geodetic Survey in June 1991..
 JL0115
 JL0115.The geoid height was determined by GEOID03.
 JL0115
 JL0115.The dynamic height is computed by dividing the NAVD 88
 JL0115.geopotential number by the normal gravity value computed on the
 JL0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0115.degrees latitude (g = 980.6199 gals.).
 JL0115
 JL0115.The modeled gravity was interpolated from observed gravity values.
 JL0115
 JL0115;                    North         East    Units  Estimated Accuracy
 JL0115;SPC CO S     -   496,710.      865,580.      MT  (+/- 180 meters Scaled)
 JL0115
 JL0115                          SUPERSEDED SURVEY CONTROL
 JL0115
 JL0115  NGVD 29 (??/??/92) 2643.969  (m)         8674.42   (f) ADJ UNCH    1 2
 JL0115
 JL0115.Superseded values are not recommended for survey control.
 JL0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0115.See file dsdata.txt to determine how the superseded data were derived.
 JL0115
 JL0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC075501(NAD 83)
 JL0115_MARKER: DB = BENCH MARK DISK
 JL0115_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JL0115_STAMPING: H 25 1926
 JL0115_MARK LOGO: USGS  
 JL0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0115+STABILITY: SURFACE MOTION
 JL0115
 JL0115  HISTORY     - Date     Condition        Report By
 JL0115  HISTORY     - 1926     MONUMENTED       USGS
 JL0115  HISTORY     - 1978     GOOD             USGS
 JL0115  HISTORY     - 1984     GOOD             NGS
 JL0115
 JL0115                          STATION DESCRIPTION
 JL0115
 JL0115'DESCRIBED BY US GEOLOGICAL SURVEY 1926
 JL0115'IN ROUND HILL.
 JL0115'AT ROUND HILL, SAGUACHE COUNTY, ABOUT 150 FEET NORTH OF THE DENVER AND
 JL0115'RIO GRANDE WESTERN RAILROAD STATION, AT A WATER TANK, WEST OF THE
 JL0115'TRACK, AND IN THE TOP OF THE SOUTHEAST CORNER OF THE SOUTHEAST
 JL0115'CONCRETE FOUNDATION BLOCK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 JL0115'DISK, STAMPED H 25 1926.
 JL0115
 JL0115                          STATION RECOVERY (1978)
 JL0115
 JL0115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 JL0115'PONCHA SPRINGS, JCT. US HWY 285 AND 50, 10.4 MILES SOUTH FROM, ALONG
 JL0115'HWY 285, 0.3 MILES S.E. OF ROUND HILL, 0.1 MILES N.E. OF THE HWY, AT
 JL0115'THE EAST BASE OF AN EARTHEN DAM, AT THE S.E. CORNER OF AN OLD WATER
 JL0115'TANK STRUCTURE, SET IN THE TOP OF THE S.E. CORNER OF THE S.E.
 JL0115'CONCRETE FOUNDATION BLOCK. A STANDARD TABLET STAMPED H25 1926.
 JL0115
 JL0115                          STATION RECOVERY (1984)
 JL0115
 JL0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0115'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  16.1 KM
 JL0115'(10.0 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE IN
 JL0115'PONCHA SPRINGS, IN THE SOUTHEAST CORNER OF THE CENTER CONCRETE
 JL0115'FOUNDATION OF A WATER TOWER, 0.8 KM (0.5 MI0) NORTHWEST OF THE
 JL0115'INTERSECTION OF COUNTY ROAD VV .50, 183.0 M (600.4 FT) NORTHEAST OF
 JL0115'THE CENTERLINE OF THE HIGHWAY, 30.0 M (98.4 FT) NORTHWEST OF THE
 JL0115'CENTER OF A TRACK ROAD, AND 11.4 M (37.4 FT) NORTHEAST OF A POND.
 JL0115'THE MARK IS 9.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0193 ***********************************************************************
 KJ0193  DESIGNATION -  H 25
 KJ0193  PID         -  KJ0193
 KJ0193  STATE/COUNTY-  CO/LINCOLN
 KJ0193  USGS QUAD   -  HUGO (1980)
 KJ0193
 KJ0193                         *CURRENT SURVEY CONTROL
 KJ0193  ___________________________________________________________________
 KJ0193* NAD 83(1986)-  39 08 05.     (N)    103 28 16.     (W)     SCALED    
 KJ0193* NAVD 88     -      1536.620  (meters)    5041.39   (feet)  ADJUSTED  
 KJ0193  ___________________________________________________________________
 KJ0193  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 KJ0193  DYNAMIC HT  -        1535.133 (meters)    5036.52  (feet)  COMP
 KJ0193  MODELED GRAV-     979,605.7   (mgal)                       NAVD 88
 KJ0193
 KJ0193  VERT ORDER  -  FIRST     CLASS II
 KJ0193
 KJ0193.The horizontal coordinates were scaled from a topographic map and have
 KJ0193.an estimated accuracy of +/- 6 seconds.
 KJ0193
 KJ0193.The orthometric height was determined by differential leveling
 KJ0193.and adjusted by the National Geodetic Survey in June 1991..
 KJ0193
 KJ0193.The geoid height was determined by GEOID03.
 KJ0193
 KJ0193.The dynamic height is computed by dividing the NAVD 88
 KJ0193.geopotential number by the normal gravity value computed on the
 KJ0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0193.degrees latitude (g = 980.6199 gals.).
 KJ0193
 KJ0193.The modeled gravity was interpolated from observed gravity values.
 KJ0193
 KJ0193;                    North         East    Units  Estimated Accuracy
 KJ0193;SPC CO C     -   451,220.    1,089,800.      MT  (+/- 180 meters Scaled)
 KJ0193
 KJ0193                          SUPERSEDED SURVEY CONTROL
 KJ0193
 KJ0193  NGVD 29 (??/??/92) 1535.855  (m)         5038.88   (f) ADJ UNCH    1 2
 KJ0193
 KJ0193.Superseded values are not recommended for survey control.
 KJ0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0193.See file dsdata.txt to determine how the superseded data were derived.
 KJ0193
 KJ0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD321328(NAD 83)
 KJ0193_MARKER: DB = BENCH MARK DISK
 KJ0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0193_STAMPING: H 25 1929
 KJ0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0193+STABILITY: SURFACE MOTION
 KJ0193
 KJ0193  HISTORY     - Date     Condition        Report By
 KJ0193  HISTORY     - 1929     MONUMENTED       CGS
 KJ0193  HISTORY     - 1958     GOOD             NGS
 KJ0193
 KJ0193                          STATION DESCRIPTION
 KJ0193
 KJ0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 KJ0193'AT HUGO.
 KJ0193'THE DESCRIPTION IS ADEQUATE EXCEPT THAT THE MARK IS FLUSH WITH
 KJ0193'THE GROUND, AND THE PARK FENCES HAVE BEEN REMOVED.
 KJ0193'AT HUGO, 75 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE UNION
 KJ0193'PACIFIC RAILROAD STATION, 120.5 FEET NORTH OF THE CENTERLINE OF THE
 KJ0193'MAIN TRACK, AT A ROAD CROSSING, 36 FEET EAST OF THE CENTERLINE OF
 KJ0193'THE ROAD, 10 FEET SOUTH OF A PARK FENCE, 8.5 FEET EAST OF THE EAST
 KJ0193'EDGE OF A CONCRETE SIDEWALK, ABOUT 1/2 FOOT LOWER THAN THE TRACK,
 KJ0193'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 KJ0193'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0139 ***********************************************************************
 JK0139  DESIGNATION -  H 255
 JK0139  PID         -  JK0139
 JK0139  STATE/COUNTY-  CO/FREMONT
 JK0139  USGS QUAD   -  MOUNT PITTSBURG (1994)
 JK0139
 JK0139                         *CURRENT SURVEY CONTROL
 JK0139  ___________________________________________________________________
 JK0139* NAD 83(1986)-  38 30 17.     (N)    104 57 35.     (W)     SCALED    
 JK0139* NAVD 88     -      1802.678  (meters)    5914.29   (feet)  ADJUSTED  
 JK0139  ___________________________________________________________________
 JK0139  GEOID HEIGHT-         -17.19  (meters)                     GEOID03
 JK0139  DYNAMIC HT  -        1800.698 (meters)    5907.79  (feet)  COMP
 JK0139  MODELED GRAV-     979,466.6   (mgal)                       NAVD 88
 JK0139
 JK0139  VERT ORDER  -  SECOND    CLASS 0
 JK0139
 JK0139.The horizontal coordinates were scaled from a topographic map and have
 JK0139.an estimated accuracy of +/- 6 seconds.
 JK0139
 JK0139.The orthometric height was determined by differential leveling
 JK0139.and adjusted by the National Geodetic Survey in June 1991..
 JK0139
 JK0139.The geoid height was determined by GEOID03.
 JK0139
 JK0139.The dynamic height is computed by dividing the NAVD 88
 JK0139.geopotential number by the normal gravity value computed on the
 JK0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0139.degrees latitude (g = 980.6199 gals.).
 JK0139
 JK0139.The modeled gravity was interpolated from observed gravity values.
 JK0139
 JK0139;                    North         East    Units  Estimated Accuracy
 JK0139;SPC CO C     -   379,470.      961,530.      MT  (+/- 180 meters Scaled)
 JK0139
 JK0139                          SUPERSEDED SURVEY CONTROL
 JK0139
 JK0139  NGVD 29 (??/??/92) 1801.663  (m)         5910.96   (f) ADJ UNCH    2 0
 JK0139
 JK0139.Superseded values are not recommended for survey control.
 JK0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0139.See file dsdata.txt to determine how the superseded data were derived.
 JK0139
 JK0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC035618(NAD 83)
 JK0139_MARKER: DB = BENCH MARK DISK
 JK0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0139_STAMPING: H 255 1938
 JK0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0139+STABILITY: SURFACE MOTION
 JK0139
 JK0139  HISTORY     - Date     Condition        Report By
 JK0139  HISTORY     - 1938     MONUMENTED       CGS
 JK0139  HISTORY     - 1938     GOOD             NGS
 JK0139
 JK0139                          STATION DESCRIPTION
 JK0139
 JK0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JK0139'5.9 MI NE FROM PENROSE.
 JK0139'5.9 MILES NORTHEAST ALONG STATE HIGHWAY 115 FROM THE JUNCTION WITH
 JK0139'STATE HIGHWAY 120 AT PENROSE, NEAR A HIGH ROCK BLUFF JUST EAST OF
 JK0139'THE HIGHWAY, AND 45 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A
 JK0139'STANDARD DISK, STAMPED H 255 1938 AND SET IN THE TOP OF A CONCRETE
 JK0139'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0313 ***********************************************************************
 JJ0313  DESIGNATION -  H 256
 JJ0313  PID         -  JJ0313
 JJ0313  STATE/COUNTY-  CO/CHEYENNE
 JJ0313  USGS QUAD   -  WILD HORSE (1978)
 JJ0313
 JJ0313                         *CURRENT SURVEY CONTROL
 JJ0313  ___________________________________________________________________
 JJ0313* NAD 83(1986)-  38 50 43.     (N)    103 06 37.     (W)     SCALED    
 JJ0313* NAVD 88     -      1390.833  (meters)    4563.09   (feet)  ADJUSTED  
 JJ0313  ___________________________________________________________________
 JJ0313  GEOID HEIGHT-         -22.04  (meters)                     GEOID03
 JJ0313  DYNAMIC HT  -        1389.489 (meters)    4558.68  (feet)  COMP
 JJ0313  MODELED GRAV-     979,613.0   (mgal)                       NAVD 88
 JJ0313
 JJ0313  VERT ORDER  -  FIRST     CLASS II
 JJ0313
 JJ0313.The horizontal coordinates were scaled from a topographic map and have
 JJ0313.an estimated accuracy of +/- 6 seconds.
 JJ0313
 JJ0313.The orthometric height was determined by differential leveling
 JJ0313.and adjusted by the National Geodetic Survey in June 1991..
 JJ0313
 JJ0313.The geoid height was determined by GEOID03.
 JJ0313
 JJ0313.The dynamic height is computed by dividing the NAVD 88
 JJ0313.geopotential number by the normal gravity value computed on the
 JJ0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0313.degrees latitude (g = 980.6199 gals.).
 JJ0313
 JJ0313.The modeled gravity was interpolated from observed gravity values.
 JJ0313
 JJ0313;                    North         East    Units  Estimated Accuracy
 JJ0313;SPC CO C     -   419,860.    1,121,830.      MT  (+/- 180 meters Scaled)
 JJ0313
 JJ0313                          SUPERSEDED SURVEY CONTROL
 JJ0313
 JJ0313  NGVD 29 (??/??/92) 1390.175  (m)         4560.93   (f) ADJ UNCH    1 2
 JJ0313
 JJ0313.Superseded values are not recommended for survey control.
 JJ0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0313.See file dsdata.txt to determine how the superseded data were derived.
 JJ0313
 JJ0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD639013(NAD 83)
 JJ0313_MARKER: DB = BENCH MARK DISK
 JJ0313_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0313_SP_SET: CONCRETE BASE
 JJ0313_STAMPING: H 256 1938
 JJ0313_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0313
 JJ0313  HISTORY     - Date     Condition        Report By
 JJ0313  HISTORY     - 1938     MONUMENTED       CGS
 JJ0313  HISTORY     - 1974     MARK NOT FOUND   USGS
 JJ0313
 JJ0313                          STATION DESCRIPTION
 JJ0313
 JJ0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JJ0313'1.4 MI SE FROM AROYA.
 JJ0313'1.4 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JJ0313'STATION AT AROYA, CHEYENNE COUNTY, 10 POLES WEST OF MILEPOST 506,
 JJ0313'5 RAILS EAST OF AN AROYA-ONE-MILE SIGN, ABOUT 200 FEET SOUTH OF
 JJ0313'OLD U.S. HIGHWAY 40 S, AT SEMAPHORE 5063, AND IN THE TOP OF THE
 JJ0313'CONCRETE BASE.  A STANDARD DISK, STAMPED H 256 1938.
 JJ0313
 JJ0313                          STATION RECOVERY (1974)
 JJ0313
 JJ0313'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0313'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0220 ***********************************************************************
 KJ0220  DESIGNATION -  H 257
 KJ0220  PID         -  KJ0220
 KJ0220  STATE/COUNTY-  CO/LINCOLN
 KJ0220  USGS QUAD   -  BARRON CREEK (1979)
 KJ0220
 KJ0220                         *CURRENT SURVEY CONTROL
 KJ0220  ___________________________________________________________________
 KJ0220* NAD 83(1986)-  39 13 28.     (N)    103 36 42.     (W)     SCALED    
 KJ0220* NAVD 88     -      1603.499  (meters)    5260.81   (feet)  ADJUSTED  
 KJ0220  ___________________________________________________________________
 KJ0220  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 KJ0220  DYNAMIC HT  -        1601.952 (meters)    5255.74  (feet)  COMP
 KJ0220  MODELED GRAV-     979,605.8   (mgal)                       NAVD 88
 KJ0220
 KJ0220  VERT ORDER  -  FIRST     CLASS II
 KJ0220
 KJ0220.The horizontal coordinates were scaled from a topographic map and have
 KJ0220.an estimated accuracy of +/- 6 seconds.
 KJ0220
 KJ0220.The orthometric height was determined by differential leveling
 KJ0220.and adjusted by the National Geodetic Survey in June 1991..
 KJ0220
 KJ0220.The geoid height was determined by GEOID03.
 KJ0220
 KJ0220.The dynamic height is computed by dividing the NAVD 88
 KJ0220.geopotential number by the normal gravity value computed on the
 KJ0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0220.degrees latitude (g = 980.6199 gals.).
 KJ0220
 KJ0220.The modeled gravity was interpolated from observed gravity values.
 KJ0220
 KJ0220;                    North         East    Units  Estimated Accuracy
 KJ0220;SPC CO C     -   460,920.    1,077,440.      MT  (+/- 180 meters Scaled)
 KJ0220
 KJ0220                          SUPERSEDED SURVEY CONTROL
 KJ0220
 KJ0220  NGVD 29 (??/??/92) 1602.705  (m)         5258.21   (f) ADJ UNCH    1 2
 KJ0220
 KJ0220.Superseded values are not recommended for survey control.
 KJ0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0220.See file dsdata.txt to determine how the superseded data were derived.
 KJ0220
 KJ0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD198426(NAD 83)
 KJ0220_MARKER: DB = BENCH MARK DISK
 KJ0220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KJ0220_SP_SET: CULVERT
 KJ0220_STAMPING: H 257 1938
 KJ0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KJ0220
 KJ0220  HISTORY     - Date     Condition        Report By
 KJ0220  HISTORY     - 1938     MONUMENTED       CGS
 KJ0220
 KJ0220                          STATION DESCRIPTION
 KJ0220
 KJ0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KJ0220'5.1 MI SE FROM LIMON.
 KJ0220'5.1 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KJ0220'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION AT LIMON,
 KJ0220'LINCOLN COUNTY, 2 POLES WEST OF MILEPOST 546, AT CULVERT 545.63,
 KJ0220'AND IN THE TOP OF THE CONCRETE HEADWALL. A STANDARD DISK, STAMPED
 KJ0220'H 257 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0360 ***********************************************************************
 KJ0360  DESIGNATION -  H 258
 KJ0360  PID         -  KJ0360
 KJ0360  STATE/COUNTY-  CO/ELBERT
 KJ0360  USGS QUAD   -  NOONEN RESERVOIR SW (1969)
 KJ0360
 KJ0360                         *CURRENT SURVEY CONTROL
 KJ0360  ___________________________________________________________________
 KJ0360* NAD 83(1992)-  39 30 32.98835(N)    103 58 33.61684(W)     ADJUSTED  
 KJ0360* NAVD 88     -      1624.191  (meters)    5328.70   (feet)  ADJUSTED  
 KJ0360  ___________________________________________________________________
 KJ0360  X           -  -1,190,381.011 (meters)                     COMP
 KJ0360  Y           -  -4,782,889.834 (meters)                     COMP
 KJ0360  Z           -   4,037,109.791 (meters)                     COMP
 KJ0360  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 KJ0360  ELLIP HEIGHT-        1605.30  (meters)          (12/03/02) GPS OBS
 KJ0360  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 KJ0360  DYNAMIC HT  -        1622.667 (meters)    5323.70  (feet)  COMP
 KJ0360  MODELED GRAV-     979,631.2   (mgal)                       NAVD 88
 KJ0360
 KJ0360  HORZ ORDER  -  FIRST
 KJ0360  VERT ORDER  -  FIRST     CLASS II
 KJ0360  ELLP ORDER  -  FOURTH    CLASS II
 KJ0360
 KJ0360.The horizontal coordinates were established by GPS observations
 KJ0360.and adjusted by the National Geodetic Survey in July 1995..
 KJ0360
 KJ0360.The orthometric height was determined by differential leveling
 KJ0360.and adjusted by the National Geodetic Survey in June 1991..
 KJ0360
 KJ0360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KJ0360
 KJ0360.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0360
 KJ0360.The ellipsoidal height was determined by GPS observations
 KJ0360.and is referenced to NAD 83.
 KJ0360
 KJ0360.The geoid height was determined by GEOID03.
 KJ0360
 KJ0360.The dynamic height is computed by dividing the NAVD 88
 KJ0360.geopotential number by the normal gravity value computed on the
 KJ0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0360.degrees latitude (g = 980.6199 gals.).
 KJ0360
 KJ0360.The modeled gravity was interpolated from observed gravity values.
 KJ0360
 KJ0360;                    North         East     Units Scale Factor Converg.
 KJ0360;SPC CO C     -   491,932.358 1,045,457.434   MT  0.99996123   +0 57 40.2
 KJ0360;SPC CO C     - 1,613,948.08  3,429,971.60   sFT  0.99996123   +0 57 40.2
 KJ0360;UTM  13      - 4,373,781.971   588,031.450   MT  0.99969541   +0 39 05.4
 KJ0360
 KJ0360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0360!SPC CO C     -   0.99974821  x   0.99996123  =   0.99970945
 KJ0360!UTM  13      -   0.99974821  x   0.99969541  =   0.99944370
 KJ0360
 KJ0360                          SUPERSEDED SURVEY CONTROL
 KJ0360
 KJ0360  ELLIP H (07/20/95) 1605.31   (m)                       GP(       ) 4 1
 KJ0360  NAVD 88 (07/20/95) 1624.19   (m)         5328.7    (f) LEVELING    3  
 KJ0360  NGVD 29 (??/??/92) 1623.360  (m)         5325.97   (f) ADJ UNCH    1 2
 KJ0360
 KJ0360.Superseded values are not recommended for survey control.
 KJ0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0360.See file dsdata.txt to determine how the superseded data were derived.
 KJ0360
 KJ0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED8803173782(NAD 83)
 KJ0360_MARKER: DB = BENCH MARK DISK
 KJ0360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0360_STAMPING: H 258 1938
 KJ0360_MARK LOGO: CGS   
 KJ0360_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KJ0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0360+STABILITY: SURFACE MOTION
 KJ0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0360+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1993
 KJ0360
 KJ0360  HISTORY     - Date     Condition        Report By
 KJ0360  HISTORY     - 1938     MONUMENTED       CGS
 KJ0360  HISTORY     - 19930325 GOOD             NGS
 KJ0360
 KJ0360                          STATION DESCRIPTION
 KJ0360
 KJ0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KJ0360'3.8 MI NW FROM AGATE.
 KJ0360'3.8 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KJ0360'STATION AT AGATE, ELBERT COUNTY, AT MILEPOST 576, 150 FEET NORTH OF
 KJ0360'THE CENTERLINE OF U.S. HIGHWAY 40, 80 FEET NORTH OF THE TRACK, AND
 KJ0360'IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED H 258 1938 AND
 KJ0360'SET IN THE TOP OF A CONCRETE POST.
 KJ0360
 KJ0360                          STATION RECOVERY (1993)
 KJ0360
 KJ0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RSC)
 KJ0360'THE STATION WILL BE USED DURING A GPS PROJECT. THE STATION IS LOCATED
 KJ0360'ABOUT 8.0 MI (12.9 KM) SOUTH OF DEER TRAIL ALONG INTERSTATE 70, IN THE
 KJ0360'SOUTHEAST 1/4 OF SECTION 22, T 6 S, R 59 W AT INTERSTATE 70 MILEPOST
 KJ0360'336.4 AND STATE HIGHWAY 40 MILEPOST 358.9. OWNERSHIP--UNION PACIFIC
 KJ0360'RAILROAD. TO REACH THE STATION FROM THE UNDERPASS AT THE LOWLAND EXIT
 KJ0360'(EXIT 336) OF INTERSTATE 70, PROCEED SOUTHWEST 0.05 MI (0.08 KM) TO
 KJ0360'STATE HIGHWAY 40, GO NORTHWEST ON STATE HIGHWAY 40 FOR 0.3 MI (0.5 KM)
 KJ0360'TO THE STATION ON THE LEFT. THE STATION IS A BRASS DISK IN A 11"
 KJ0360'SQUARE CONCRETE POST, PROJECTING 5" OUT OF THE GROUND.  IT IS 83 FT
 KJ0360'(25.3 M) SOUTHWEST OF THE CENTER OF STATE HIGHWAY 40, 83 FT (25.3 M)
 KJ0360'NORTHEAST OF THE NORTHERNMOST RAIL OF THE UNION PACIFIC RAILROAD
 KJ0360'TRACK, 7.1 FT (2.2 M) SOUTHEAST OF A UTILITY POLE WITH THE UNION
 KJ0360'PACIFIC RAILROAD MILEPOST 576 ATTACHED TO IT, 3.O FT NORHTEAST OF A
 KJ0360'CDOT FIBERGLASS WITNESS POST, AND 1.4 FT (0.4 M) NORTHWEST OF A NGS
 KJ0360'FIBERGLASS WITNESS POST. DESCRIPTION BY K.A. WILLIAMS, CDOT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0318 ***********************************************************************
 KK0318  DESIGNATION -  H 259
 KK0318  PID         -  KK0318
 KK0318  STATE/COUNTY-  CO/ADAMS
 KK0318  USGS QUAD   -  MANILA (1951)
 KK0318
 KK0318                         *CURRENT SURVEY CONTROL
 KK0318  ___________________________________________________________________
 KK0318* NAD 83(1986)-  39 45 04.     (N)    104 33 49.     (W)     SCALED    
 KK0318* NAVD 88     -      1692.962  (meters)    5554.33   (feet)  ADJUSTED  
 KK0318  ___________________________________________________________________
 KK0318  GEOID HEIGHT-         -18.03  (meters)                     GEOID03
 KK0318  DYNAMIC HT  -        1691.360 (meters)    5549.07  (feet)  COMP
 KK0318  MODELED GRAV-     979,620.0   (mgal)                       NAVD 88
 KK0318
 KK0318  VERT ORDER  -  FIRST     CLASS II
 KK0318
 KK0318.The horizontal coordinates were scaled from a topographic map and have
 KK0318.an estimated accuracy of +/- 6 seconds.
 KK0318
 KK0318.The orthometric height was determined by differential leveling
 KK0318.and adjusted by the National Geodetic Survey in June 1991..
 KK0318
 KK0318.The geoid height was determined by GEOID03.
 KK0318
 KK0318.The dynamic height is computed by dividing the NAVD 88
 KK0318.geopotential number by the normal gravity value computed on the
 KK0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0318.degrees latitude (g = 980.6199 gals.).
 KK0318
 KK0318.The modeled gravity was interpolated from observed gravity values.
 KK0318
 KK0318;                    North         East    Units  Estimated Accuracy
 KK0318;SPC CO N     -   351,610.      994,650.      MT  (+/- 180 meters Scaled)
 KK0318
 KK0318                          SUPERSEDED SURVEY CONTROL
 KK0318
 KK0318  NGVD 29 (??/??/92) 1692.028  (m)         5551.26   (f) ADJ UNCH    1 2
 KK0318
 KK0318.Superseded values are not recommended for survey control.
 KK0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0318.See file dsdata.txt to determine how the superseded data were derived.
 KK0318
 KK0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE373002(NAD 83)
 KK0318_MARKER: DB = BENCH MARK DISK
 KK0318_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0318_SP_SET: CULVERT
 KK0318_STAMPING: H 259 1938
 KK0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0318
 KK0318  HISTORY     - Date     Condition        Report By
 KK0318  HISTORY     - 1938     MONUMENTED       CGS
 KK0318  HISTORY     - 1939     GOOD             NGS
 KK0318  HISTORY     - 1982     GOOD             NGS
 KK0318
 KK0318                          STATION DESCRIPTION
 KK0318
 KK0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0318'2.3 MI E FROM WATKINS.
 KK0318'2.3 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KK0318'AT WATKINS, ADAMS COUNTY, 5 POLES WEST OF MILEPOST 616, AT CULVERT
 KK0318'616.13, AND IN THE TOP OF THE CONCRETE HEADWALL.  A STANDARD DISK,
 KK0318'STAMPED H 259 1938.
 KK0318
 KK0318                          STATION RECOVERY (1982)
 KK0318
 KK0318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0112 ***********************************************************************
 JL0112  DESIGNATION -  H 26
 JL0112  PID         -  JL0112
 JL0112  STATE/COUNTY-  CO/SAGUACHE
 JL0112  USGS QUAD   -  WHALE HILL (1980)
 JL0112
 JL0112                         *CURRENT SURVEY CONTROL
 JL0112  ___________________________________________________________________
 JL0112* NAD 83(1986)-  38 21 20.     (N)    106 01 41.     (W)     SCALED    
 JL0112* NAVD 88     -      2559.740  (meters)    8398.08   (feet)  POSTED    
 JL0112  ___________________________________________________________________
 JL0112  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 JL0112  DYNAMIC HT  -        2556.410 (meters)    8387.16  (feet)  COMP
 JL0112  MODELED GRAV-     979,235.0   (mgal)                       NAVD 88
 JL0112
 JL0112  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 JL0112
 JL0112.The horizontal coordinates were scaled from a topographic map and have
 JL0112.an estimated accuracy of +/- 6 seconds.
 JL0112
 JL0112.The orthometric height was determined by differential leveling
 JL0112.and adjusted by the National Geodetic Survey in 1992..
 JL0112.No vertical observational check was made to the station.
 JL0112.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 JL0112.was located on a no-check spur therefore a value was not computed.
 JL0112
 JL0112.The geoid height was determined by GEOID03.
 JL0112
 JL0112.The dynamic height is computed by dividing the NAVD 88
 JL0112.geopotential number by the normal gravity value computed on the
 JL0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0112.degrees latitude (g = 980.6199 gals.).
 JL0112
 JL0112.The modeled gravity was interpolated from observed gravity values.
 JL0112
 JL0112;                    North         East    Units  Estimated Accuracy
 JL0112;SPC CO S     -   492,380.      868,250.      MT  (+/- 180 meters Scaled)
 JL0112
 JL0112                          SUPERSEDED SURVEY CONTROL
 JL0112
 JL0112  NGVD 29 (??/??/92) 2558.203  (m)         8393.04   (f) ADJ UNCH    1 2
 JL0112
 JL0112.Superseded values are not recommended for survey control.
 JL0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0112.See file dsdata.txt to determine how the superseded data were derived.
 JL0112
 JL0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC101457(NAD 83)
 JL0112_MARKER: DD = SURVEY DISK
 JL0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0112_STAMPING: H 26 1926
 JL0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0112+STABILITY: SURFACE MOTION
 JL0112
 JL0112  HISTORY     - Date     Condition        Report By
 JL0112  HISTORY     - 1926     MONUMENTED       USGS
 JL0112  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0112
 JL0112                          STATION DESCRIPTION
 JL0112
 JL0112'DESCRIBED BY US GEOLOGICAL SURVEY 1926
 JL0112'8.6 MI N FROM VILLA GROVE.
 JL0112'ABOUT 8.6 MILES NORTH ALONG U.S. HIGHWAY 285 FROM VILLA GROVE,
 JL0112'SAGUACHE COUNTY, AT THE NORTHEAST CORNER OF WYE FORMED BY A ROAD
 JL0112'WINDING IN A SOUTHEASTERLY DIRECTION, ABOUT 320 FEET NORTH OF A
 JL0112'CULVERT, ABOUT 115 FEET SOUTH OF A FENCE CORNER ON THE EAST SIDE OF
 JL0112'THE HIGHWAY, ABOUT 30 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 15
 JL0112'FEET NORTH OF THE CENTER LINE OF THE ROAD, AND IN LINE WITH A ROW OF
 JL0112'POLES.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 26
 JL0112'1926 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT
 JL0112'ABOVE GROUND.
 JL0112
 JL0112                          STATION RECOVERY (1984)
 JL0112
 JL0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0784 ***********************************************************************
 LK0784  DESIGNATION -  H 26 RESET
 LK0784  PID         -  LK0784
 LK0784  STATE/COUNTY-  CO/SEDGWICK
 LK0784  USGS QUAD   -  VENANGO NW (1962)
 LK0784
 LK0784                         *CURRENT SURVEY CONTROL
 LK0784  ___________________________________________________________________
 LK0784* NAD 83(1986)-  40 59 39.     (N)    102 14 42.     (W)     SCALED    
 LK0784* NAVD 88     -      1053.36   (meters)    3455.9    (feet)  RESET     
 LK0784  ___________________________________________________________________
 LK0784  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 LK0784
 LK0784  VERT ORDER  -  THIRD
 LK0784
 LK0784.The horizontal coordinates were scaled from a topographic map and have
 LK0784.an estimated accuracy of +/- 6 seconds.
 LK0784
 LK0784.The orthometric height was computed from unverified reset data.
 LK0784.No vertical observational check was made to the station.
 LK0784
 LK0784.The geoid height was determined by GEOID03.
 LK0784
 LK0784;                    North         East    Units  Estimated Accuracy
 LK0784;SPC CO N     -   494,240.    1,188,240.      MT  (+/- 180 meters Scaled)
 LK0784
 LK0784                          SUPERSEDED SURVEY CONTROL
 LK0784
 LK0784  NGVD 29 (03/28/06) 1052.90   (m)         3454.4    (f) RESET       3  
 LK0784
 LK0784.Superseded values are not recommended for survey control.
 LK0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0784.See file dsdata.txt to determine how the superseded data were derived.
 LK0784
 LK0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF317417(NAD 83)
 LK0784_MARKER: DB = BENCH MARK DISK
 LK0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0784_SP_SET: CONCRETE POST
 LK0784_STAMPING: H 26 RESET 1988
 LK0784_MARK LOGO: NONE  
 LK0784_PROJECTION: FLUSH
 LK0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0784+STABILITY: SURFACE MOTION
 LK0784
 LK0784  HISTORY     - Date     Condition        Report By
 LK0784  HISTORY     - 1988     MONUMENTED       RBNF
 LK0784
 LK0784                          STATION DESCRIPTION
 LK0784
 LK0784'DESCRIBED BY RESEARCHED BUT NOT FOUND 1988
 LK0784'1.8 KM (1.10 MI) NE FROM JULESBURG.
 LK0784'1.1 MILES NORTHEAST OF JULESBURG OR 0.4 MILES NORTHEAST OF THE NEW
 LK0784'HIGHWAY NO. 385 OVERPASS.  IN UNION PACIFIC R.R. RIGHT-OF-WAY.  2.3
 LK0784'FEET NORTHWEST OF FENCE, 178 FEET SOUTHEAST OF MAIN TRACK, 67.5 FEET
 LK0784'NORTHEAST OF NORTH ENTRANCE TO SEDGWICK COUNTY FAIR GROUNDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0399 ***********************************************************************
 KK0399  DESIGNATION -  H 260
 KK0399  PID         -  KK0399
 KK0399  STATE/COUNTY-  CO/ADAMS
 KK0399  USGS QUAD   -  EASTLAKE (1994)
 KK0399
 KK0399                         *CURRENT SURVEY CONTROL
 KK0399  ___________________________________________________________________
 KK0399* NAD 83(1986)-  39 53 08.     (N)    104 52 43.     (W)     SCALED    
 KK0399* NAVD 88     -      1548.104  (meters)    5079.07   (feet)  ADJUSTED  
 KK0399  ___________________________________________________________________
 KK0399  GEOID HEIGHT-         -17.64  (meters)                     GEOID03
 KK0399  DYNAMIC HT  -        1546.675 (meters)    5074.38  (feet)  COMP
 KK0399  MODELED GRAV-     979,648.7   (mgal)                       NAVD 88
 KK0399
 KK0399  VERT ORDER  -  FIRST     CLASS II
 KK0399
 KK0399.The horizontal coordinates were scaled from a topographic map and have
 KK0399.an estimated accuracy of +/- 6 seconds.
 KK0399
 KK0399.The orthometric height was determined by differential leveling
 KK0399.and adjusted by the National Geodetic Survey in June 1991..
 KK0399
 KK0399.The geoid height was determined by GEOID03.
 KK0399
 KK0399.The dynamic height is computed by dividing the NAVD 88
 KK0399.geopotential number by the normal gravity value computed on the
 KK0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0399.degrees latitude (g = 980.6199 gals.).
 KK0399
 KK0399.The modeled gravity was interpolated from observed gravity values.
 KK0399
 KK0399;                    North         East    Units  Estimated Accuracy
 KK0399;SPC CO N     -   366,300.      967,550.      MT  (+/- 180 meters Scaled)
 KK0399
 KK0399                          SUPERSEDED SURVEY CONTROL
 KK0399
 KK0399  NGVD 29 (??/??/??) 1547.222  (m)         5076.18   (f) ADJUSTED    1 2
 KK0399
 KK0399.Superseded values are not recommended for survey control.
 KK0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0399.See file dsdata.txt to determine how the superseded data were derived.
 KK0399
 KK0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE103150(NAD 83)
 KK0399_MARKER: DB = BENCH MARK DISK
 KK0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0399_STAMPING: H 260 1938
 KK0399_MARK LOGO: CGS   
 KK0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0399+STABILITY: SURFACE MOTION
 KK0399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0399+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2003
 KK0399
 KK0399  HISTORY     - Date     Condition        Report By
 KK0399  HISTORY     - 1938     MONUMENTED       CGS
 KK0399  HISTORY     - 1956     GOOD             NGS
 KK0399  HISTORY     - 1976     GOOD             NGS
 KK0399  HISTORY     - 1983     GOOD             NGS
 KK0399  HISTORY     - 1984     GOOD             NGS
 KK0399  HISTORY     - 20030306 GOOD             INDIV
 KK0399
 KK0399                          STATION DESCRIPTION
 KK0399
 KK0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KK0399'7.8 MI S FROM BRIGHTON.
 KK0399'7.8 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KK0399'AT BRIGHTON, AT THE CROSSING OF STATE HIGHWAY 24, 152 FEET NORTH
 KK0399'OF THE CENTER LINE OF THE HIGHWAY, 40 FEET SOUTH OF A TELEPHONE POLE,
 KK0399'IN LINE WITH A ROW OF TELEPHONE POLES, 35.7 FEET EAST OF THE EAST
 KK0399'RAIL OF THE MAIN TRACK, 11 FEET WEST OF A FENCE, 1 FOOT NORTH OF
 KK0399'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KK0399'1.0 FOOT ABOVE THE GROUND, IN SECTION 10, TOWNSHIP 2 SOUTH, RANGE
 KK0399'67 WEST.
 KK0399
 KK0399                          STATION RECOVERY (1976)
 KK0399
 KK0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KK0399'RECOVERED IN GOOD CONDITION.
 KK0399
 KK0399                          STATION RECOVERY (1983)
 KK0399
 KK0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0399'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.6 KM
 KK0399'(0.35 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM ITS JUNCTION
 KK0399'WITH INTERSTATE HIGHWAY 76 IN NORTH COMMERCE CITY. ADD 1.0 METER
 KK0399'(3.3 FT) SOUTHEAST OF A METAL WITNESS POST.
 KK0399
 KK0399                          STATION RECOVERY (1984)
 KK0399
 KK0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK0399'RECOVERED IN GOOD CONDITION.
 KK0399
 KK0399                          STATION RECOVERY (2003)
 KK0399
 KK0399'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (PJM)
 KK0399'CHANGE REFERENCE TO AT THE CROSSING OF 104TH AVE AND UNION PACIFIC
 KK0399'RAILROAD. DELETE REFERENCE TO 11 FEET WEST OF FENCE AND ADD 6 FEET
 KK0399'SOUTHWEST OF CORNER OF CHAINLINK FENCE
 KK0399' 
 KK0399'N 39 53.138  W104 52.696   WGS84 DATUM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0197 ***********************************************************************
 LL0197  DESIGNATION -  H 261
 LL0197  PID         -  LL0197
 LL0197  STATE/COUNTY-  CO/WELD
 LL0197  USGS QUAD   -  MILLIKEN (1969)
 LL0197
 LL0197                         *CURRENT SURVEY CONTROL
 LL0197  ___________________________________________________________________
 LL0197* NAD 83(1986)-  40 16 54.     (N)    104 46 37.     (W)     SCALED    
 LL0197* NAVD 88     -      1448.683  (meters)    4752.89   (feet)  ADJUSTED  
 LL0197  ___________________________________________________________________
 LL0197  GEOID HEIGHT-         -18.16  (meters)                     GEOID03
 LL0197  DYNAMIC HT  -        1447.414 (meters)    4748.72  (feet)  COMP
 LL0197  MODELED GRAV-     979,699.7   (mgal)                       NAVD 88
 LL0197
 LL0197  VERT ORDER  -  FIRST     CLASS II
 LL0197
 LL0197.The horizontal coordinates were scaled from a topographic map and have
 LL0197.an estimated accuracy of +/- 6 seconds.
 LL0197
 LL0197.The orthometric height was determined by differential leveling
 LL0197.and adjusted by the National Geodetic Survey in June 1991..
 LL0197
 LL0197.The geoid height was determined by GEOID03.
 LL0197
 LL0197.The dynamic height is computed by dividing the NAVD 88
 LL0197.geopotential number by the normal gravity value computed on the
 LL0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0197.degrees latitude (g = 980.6199 gals.).
 LL0197
 LL0197.The modeled gravity was interpolated from observed gravity values.
 LL0197
 LL0197;                    North         East    Units  Estimated Accuracy
 LL0197;SPC CO N     -   410,350.      975,890.      MT  (+/- 180 meters Scaled)
 LL0197
 LL0197                          SUPERSEDED SURVEY CONTROL
 LL0197
 LL0197  NGVD 29 (??/??/??) 1447.793  (m)         4749.97   (f) ADJUSTED    1 2
 LL0197
 LL0197.Superseded values are not recommended for survey control.
 LL0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0197.See file dsdata.txt to determine how the superseded data were derived.
 LL0197
 LL0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE189590(NAD 83)
 LL0197_MARKER: DB = BENCH MARK DISK
 LL0197_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0197_SP_SET: SIDEWALK
 LL0197_STAMPING: H 261 1939
 LL0197_MARK LOGO: CGS   
 LL0197_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0197+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2005
 LL0197
 LL0197  HISTORY     - Date     Condition        Report By
 LL0197  HISTORY     - 1939     MONUMENTED       CGS
 LL0197  HISTORY     - 1956     GOOD             NGS
 LL0197  HISTORY     - 1983     GOOD             NGS
 LL0197  HISTORY     - 20050812 GOOD             USPSQD
 LL0197
 LL0197                          STATION DESCRIPTION
 LL0197
 LL0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0197'AT GILCREST.
 LL0197'AT GILCREST, 0.25 MILE NORTHEAST OF THE UNION PACIFIC RAILROAD
 LL0197'STATION, 43.7 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY
 LL0197'85, 1.3 FEET EAST OF THE SOUTH CORNER OF THE POST OFFICE, 1.0
 LL0197'FOOT ABOVE THE GROUND, SET IN THE TOP OF A CONCRETE SIDEWALK,
 LL0197'IN SECTION 28, TOWNSHIP 4 NORTH, RANGE 66 WEST.
 LL0197
 LL0197                          STATION RECOVERY (1983)
 LL0197
 LL0197'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0197'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN GILCREST,
 LL0197'AT THE INTERSECTION OF RAILROAD AND 6TH STREETS, 57.9 METERS
 LL0197'(190.0 FT) NORTHEAST OF THE CENTER OF 6TH STREET, 33.5 METERS
 LL0197'(109.9 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF JOHNS LIQUOR STORE,
 LL0197'19.2 METERS (63.0 FT) NORTHWEST OF THE CENTERLINE OF RAILROAD STREET,
 LL0197'AND 0.3 METER (1.0 FT) SOUTHEAST OF THE SOUTHEAST FACE OF A FRAME
 LL0197'BUILDING.
 LL0197'THE MARK IS ABOVE LEVEL WITH THE STREETS.
 LL0197
 LL0197                          STATION RECOVERY (2005)
 LL0197
 LL0197'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 LL0197'FOUND AS DESCRIBED. JPHNS LIQUOR STORE IS GOOD LANDMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0298 ***********************************************************************
 LL0298  DESIGNATION -  H 262
 LL0298  PID         -  LL0298
 LL0298  STATE/COUNTY-  CO/WELD
 LL0298  USGS QUAD   -  NUNN (1975)
 LL0298
 LL0298                         *CURRENT SURVEY CONTROL
 LL0298  ___________________________________________________________________
 LL0298* NAD 83(1986)-  40 40 57.     (N)    104 46 13.     (W)     SCALED    
 LL0298* NAVD 88     -      1567.239  (meters)    5141.85   (feet)  ADJUSTED  
 LL0298  ___________________________________________________________________
 LL0298  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 LL0298  DYNAMIC HT  -        1565.927 (meters)    5137.55  (feet)  COMP
 LL0298  MODELED GRAV-     979,732.4   (mgal)                       NAVD 88
 LL0298
 LL0298  VERT ORDER  -  FIRST     CLASS II
 LL0298
 LL0298.The horizontal coordinates were scaled from a topographic map and have
 LL0298.an estimated accuracy of +/- 6 seconds.
 LL0298
 LL0298.The orthometric height was determined by differential leveling
 LL0298.and adjusted by the National Geodetic Survey in June 1991..
 LL0298
 LL0298.The geoid height was determined by GEOID03.
 LL0298
 LL0298.The dynamic height is computed by dividing the NAVD 88
 LL0298.geopotential number by the normal gravity value computed on the
 LL0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0298.degrees latitude (g = 980.6199 gals.).
 LL0298
 LL0298.The modeled gravity was interpolated from observed gravity values.
 LL0298
 LL0298;                    North         East    Units  Estimated Accuracy
 LL0298;SPC CO N     -   454,860.      976,090.      MT  (+/- 180 meters Scaled)
 LL0298
 LL0298                          SUPERSEDED SURVEY CONTROL
 LL0298
 LL0298  NGVD 29 (06/08/92) 1566.355  (m)         5138.95   (f) ADJUSTED    1 2
 LL0298
 LL0298.Superseded values are not recommended for survey control.
 LL0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0298.See file dsdata.txt to determine how the superseded data were derived.
 LL0298
 LL0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF194035(NAD 83)
 LL0298_MARKER: DB = BENCH MARK DISK
 LL0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0298_STAMPING: H 262 1939
 LL0298_MARK LOGO: CGS   
 LL0298_PROJECTION: FLUSH
 LL0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0298+STABILITY: SURFACE MOTION
 LL0298
 LL0298  HISTORY     - Date     Condition        Report By
 LL0298  HISTORY     - 1939     MONUMENTED       CGS
 LL0298  HISTORY     - 1956     GOOD             NGS
 LL0298  HISTORY     - 1983     GOOD             NGS
 LL0298
 LL0298                          STATION DESCRIPTION
 LL0298
 LL0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0298'1.6 MI SE FROM NUNN.
 LL0298'1.6 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL0298'STATION AT NUNN, AT A ROAD CROSSING, 8 1/2 POLES NORTHWEST OF
 LL0298'MILEPOST 70, 41 FEET NORTHWEST OF THE CENTER LINE OF A DIRT ROAD,
 LL0298'42.5 FEET NORTHEAST OF THE NORTHEAST RAIL, 5.5 FEET SOUTHWEST OF
 LL0298'A FENCE, 1 FOOT SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 LL0298'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE
 LL0298'SOUTHWEST 1/4 OF SECTION 3, TOWNSHIP 8 NORTH, RANGE 66 WEST.
 LL0298
 LL0298                          STATION RECOVERY (1983)
 LL0298
 LL0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0298'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  29.2 KM
 LL0298'(18.15 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LL0298'IN GREELEY, 0.3 KM (0.2 MI) NORTH OF MILEPOST 70, 27.3 METERS
 LL0298'(89.6 FT) SOUTH OF A UTILITY POLE, 13.1 METERS (43.0 FT) NORTH OF THE
 LL0298'CENTER OF A FIELD ENTRANCE, 8.9 METERS (29.2 FT) NORTHEAST OF A
 LL0298'RAILROAD CROSSING SIGN, 3.2 METERS (10.5 FT) NORTHWEST OF A FENCE
 LL0298'CORNER, 1.6 METERS (5.2 FT) WEST OF A FENCE, AND 0.9 METERS (3.0 FT)
 LL0298'NORTH OF THE EXTENDED CENTER OF COUNTY ROAD 96 LEADING WEST.
 LL0298'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 LL0298'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0335 ***********************************************************************
 LL0335  DESIGNATION -  H 263
 LL0335  PID         -  LL0335
 LL0335  STATE/COUNTY-  CO/WELD
 LL0335  USGS QUAD   -  CARR WEST (1975)
 LL0335
 LL0335                         *CURRENT SURVEY CONTROL
 LL0335  ___________________________________________________________________
 LL0335* NAD 83(1986)-  40 59 24.     (N)    104 52 39.     (W)     SCALED    
 LL0335* NAVD 88     -      1852.146  (meters)    6076.58   (feet)  ADJUSTED  
 LL0335  ___________________________________________________________________
 LL0335  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 LL0335  DYNAMIC HT  -        1850.518 (meters)    6071.24  (feet)  COMP
 LL0335  MODELED GRAV-     979,679.4   (mgal)                       NAVD 88
 LL0335
 LL0335  VERT ORDER  -  FIRST     CLASS II
 LL0335
 LL0335.The horizontal coordinates were scaled from a topographic map and have
 LL0335.an estimated accuracy of +/- 6 seconds.
 LL0335
 LL0335.The orthometric height was determined by differential leveling
 LL0335.and adjusted by the National Geodetic Survey in June 1991..
 LL0335
 LL0335.The geoid height was determined by GEOID03.
 LL0335
 LL0335.The dynamic height is computed by dividing the NAVD 88
 LL0335.geopotential number by the normal gravity value computed on the
 LL0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0335.degrees latitude (g = 980.6199 gals.).
 LL0335
 LL0335.The modeled gravity was interpolated from observed gravity values.
 LL0335
 LL0335;                    North         East    Units  Estimated Accuracy
 LL0335;SPC CO N     -   488,940.      966,790.      MT  (+/- 180 meters Scaled)
 LL0335
 LL0335                          SUPERSEDED SURVEY CONTROL
 LL0335
 LL0335  NGVD 29 (??/??/92) 1851.112  (m)         6073.19   (f) ADJ UNCH    1 2
 LL0335
 LL0335.Superseded values are not recommended for survey control.
 LL0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0335.See file dsdata.txt to determine how the superseded data were derived.
 LL0335
 LL0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF103376(NAD 83)
 LL0335_MARKER: DB = BENCH MARK DISK
 LL0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0335_STAMPING: H 263 1939
 LL0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0335+STABILITY: SURFACE MOTION
 LL0335
 LL0335  HISTORY     - Date     Condition        Report By
 LL0335  HISTORY     - 1939     MONUMENTED       CGS
 LL0335  HISTORY     - 1956     GOOD             NGS
 LL0335
 LL0335                          STATION DESCRIPTION
 LL0335
 LL0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0335'6.8 MI NW FROM CARR.
 LL0335'6.8 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL0335'STATION AT CARR, 0.8 MILE SOUTH OF THE COLORADO AND WYOMING STATE
 LL0335'LINE, AT THE SOUTH END OF A CUT, AT THE NORTH END OF A LONG FILL,
 LL0335'58 FEET NORTH OF THE 4TH POLE SOUTH OF MILEPOST 93, 80 FEET WEST
 LL0335'OF THE WEST RAIL, 67.4 FEET EAST OF A FENCE, 1 FOOT EAST OF A
 LL0335'WITNESS POST, 1.1 MILES SOUTH OF BENCH MARK J 263, SET IN THE TOP
 LL0335'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN
 LL0335'SECTION 22, TOWNSHIP 12 NORTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1019 ***********************************************************************
 KK1019  DESIGNATION -  H 264
 KK1019  PID         -  KK1019
 KK1019  STATE/COUNTY-  CO/CLEAR CREEK
 KK1019  USGS QUAD   -  BERTHOUD PASS (1957)
 KK1019
 KK1019                         *CURRENT SURVEY CONTROL
 KK1019  ___________________________________________________________________
 KK1019* NAD 83(1986)-  39 47 26.     (N)    105 46 53.     (W)     SCALED    
 KK1019* NAVD 88     -      3269.565  (meters)   10726.90   (feet)  ADJUSTED  
 KK1019  ___________________________________________________________________
 KK1019  GEOID HEIGHT-         -12.35  (meters)                     GEOID03
 KK1019  DYNAMIC HT  -        3265.296 (meters)   10712.89  (feet)  COMP
 KK1019  MODELED GRAV-     979,200.9   (mgal)                       NAVD 88
 KK1019
 KK1019  VERT ORDER  -  FIRST     CLASS II
 KK1019
 KK1019.The horizontal coordinates were scaled from a topographic map and have
 KK1019.an estimated accuracy of +/- 6 seconds.
 KK1019
 KK1019.The orthometric height was determined by differential leveling
 KK1019.and adjusted by the National Geodetic Survey in June 1991..
 KK1019
 KK1019.The geoid height was determined by GEOID03.
 KK1019
 KK1019.The dynamic height is computed by dividing the NAVD 88
 KK1019.geopotential number by the normal gravity value computed on the
 KK1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1019.degrees latitude (g = 980.6199 gals.).
 KK1019
 KK1019.The modeled gravity was interpolated from observed gravity values.
 KK1019
 KK1019;                    North         East    Units  Estimated Accuracy
 KK1019;SPC CO C     -   522,110.      890,300.      MT  (+/- 180 meters Scaled)
 KK1019
 KK1019                          SUPERSEDED SURVEY CONTROL
 KK1019
 KK1019  NGVD 29 (??/??/92) 3267.746  (m)        10720.93   (f) ADJ UNCH    1 2
 KK1019
 KK1019.Superseded values are not recommended for survey control.
 KK1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1019.See file dsdata.txt to determine how the superseded data were derived.
 KK1019
 KK1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE330048(NAD 83)
 KK1019_MARKER: DB = BENCH MARK DISK
 KK1019_SETTING: 80 = SET IN A BOULDER
 KK1019_STAMPING: H 264 1940
 KK1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1019+STABILITY: SURFACE MOTION
 KK1019
 KK1019  HISTORY     - Date     Condition        Report By
 KK1019  HISTORY     - 1940     MONUMENTED       CGS
 KK1019  HISTORY     - 1954     GOOD             NGS
 KK1019
 KK1019                          STATION DESCRIPTION
 KK1019
 KK1019'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1019'10.9 MI W FROM EMPIRE.
 KK1019'10.9 MILES WEST ALONG U. S. HIGHWAY 40 FROM THE PUBLIC SCHOOL AT
 KK1019'EMPIRE, 28 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 225 FEET
 KK1019'SOUTHWEST OF THE SOUTH END OF A STONE CULVERT, 4 FEET ABOVE THE
 KK1019'LEVEL OF THE HIGHWAY, 6 FEET ABOVE THE GROUND, SET IN THE TOP OF
 KK1019'AN 8X10 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0616 ***********************************************************************
 KK0616  DESIGNATION -  H 265
 KK0616  PID         -  KK0616
 KK0616  STATE/COUNTY-  CO/JEFFERSON
 KK0616  USGS QUAD   -  ELDORADO SPRINGS (1994)
 KK0616
 KK0616                         *CURRENT SURVEY CONTROL
 KK0616  ___________________________________________________________________
 KK0616* NAD 83(1986)-  39 54 10.     (N)    105 16 57.     (W)     SCALED    
 KK0616* NAVD 88     -      2090.636  (meters)    6859.03   (feet)  ADJUSTED  
 KK0616  ___________________________________________________________________
 KK0616  GEOID HEIGHT-         -15.28  (meters)                     GEOID03
 KK0616  DYNAMIC HT  -        2088.463 (meters)    6851.90  (feet)  COMP
 KK0616  MODELED GRAV-     979,512.3   (mgal)                       NAVD 88
 KK0616
 KK0616  VERT ORDER  -  SECOND    CLASS 0
 KK0616
 KK0616.The horizontal coordinates were scaled from a topographic map and have
 KK0616.an estimated accuracy of +/- 6 seconds.
 KK0616
 KK0616.The orthometric height was determined by differential leveling
 KK0616.and adjusted by the National Geodetic Survey in June 1991..
 KK0616
 KK0616.The geoid height was determined by GEOID03.
 KK0616
 KK0616.The dynamic height is computed by dividing the NAVD 88
 KK0616.geopotential number by the normal gravity value computed on the
 KK0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0616.degrees latitude (g = 980.6199 gals.).
 KK0616
 KK0616.The modeled gravity was interpolated from observed gravity values.
 KK0616
 KK0616;                    North         East    Units  Estimated Accuracy
 KK0616;SPC CO C     -   534,560.      933,000.      MT  (+/- 180 meters Scaled)
 KK0616
 KK0616                          SUPERSEDED SURVEY CONTROL
 KK0616
 KK0616  NGVD 29 (??/??/92) 2089.412  (m)         6855.01   (f) ADJ UNCH    2 0
 KK0616
 KK0616.Superseded values are not recommended for survey control.
 KK0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0616.See file dsdata.txt to determine how the superseded data were derived.
 KK0616
 KK0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE758170(NAD 83)
 KK0616_MARKER: DB = BENCH MARK DISK
 KK0616_SETTING: 66 = SET IN ROCK OUTCROP
 KK0616_SP_SET: SANDSTONE SHELF
 KK0616_STAMPING: H 265 1940
 KK0616_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0616+STABILITY: POSITION/ELEVATION WELL
 KK0616
 KK0616  HISTORY     - Date     Condition        Report By
 KK0616  HISTORY     - 1940     MONUMENTED       CGS
 KK0616  HISTORY     - 1965     MARK NOT FOUND   NGS
 KK0616  HISTORY     - 1982     MARK NOT FOUND   NGS
 KK0616
 KK0616                          STATION DESCRIPTION
 KK0616
 KK0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 KK0616'11.5 MI SE FROM PINE CLIFF.
 KK0616'IN JEFFERSON COUNTY, 11.5 MILES SOUTHEAST ALONG THE DENVER AND
 KK0616'SALT LAKE RAILWAY FROM THE STATION AT PINE CLIFF, BOULDER COUNTY,
 KK0616'0.2 MILE NORTH OF MILEPOST 25, 31.5 FEET WEST OF THE CENTERLINE OF
 KK0616'THE TRACK, AT THE CENTER OF A CUT, IN THE TOP OF A SANDSTONE SHELF,
 KK0616'AND 3 FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 KK0616'STAMPED H 265 1940.
 KK0616
 KK0616                          STATION RECOVERY (1965)
 KK0616
 KK0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KK0616'MARK NOT FOUND.
 KK0616
 KK0616                          STATION RECOVERY (1982)
 KK0616
 KK0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0616'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2107 ***********************************************************************
 KK2107  DESIGNATION -  H 266 RESET
 KK2107  PID         -  KK2107
 KK2107  STATE/COUNTY-  CO/GILPIN
 KK2107  USGS QUAD   -  TUNGSTEN (1972)
 KK2107
 KK2107                         *CURRENT SURVEY CONTROL
 KK2107  ___________________________________________________________________
 KK2107* NAD 83(1986)-  39 53 30.     (N)    105 28 57.     (W)     SCALED    
 KK2107* NAVD 88     -      2727.99   (meters)    8950.1    (feet)  RESET     
 KK2107  ___________________________________________________________________
 KK2107  GEOID HEIGHT-         -13.48  (meters)                     GEOID03
 KK2107
 KK2107  VERT ORDER  -  THIRD
 KK2107
 KK2107.The horizontal coordinates were scaled from a topographic map and have
 KK2107.an estimated accuracy of +/- 6 seconds.
 KK2107
 KK2107.The orthometric height was computed from unverified reset data.
 KK2107.No vertical observational check was made to the station.
 KK2107
 KK2107.The geoid height was determined by GEOID03.
 KK2107
 KK2107;                    North         East    Units  Estimated Accuracy
 KK2107;SPC CO N     -   366,790.      915,900.      MT  (+/- 180 meters Scaled)
 KK2107
 KK2107                          SUPERSEDED SURVEY CONTROL
 KK2107
 KK2107  NGVD 29 (03/28/06) 2726.61   (m)         8945.6    (f) RESET       3  
 KK2107
 KK2107.Superseded values are not recommended for survey control.
 KK2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2107.See file dsdata.txt to determine how the superseded data were derived.
 KK2107
 KK2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE587158(NAD 83)
 KK2107_MARKER: DV = VERTICAL CONTROL DISK
 KK2107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK2107_SP_SET: CONCRETE POST
 KK2107_STAMPING: H 266 RESET 1990
 KK2107_MARK LOGO: NGS   
 KK2107_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK2107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK2107+STABILITY: SURFACE MOTION
 KK2107_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK2107+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2003
 KK2107
 KK2107  HISTORY     - Date     Condition        Report By
 KK2107  HISTORY     - 1990     MONUMENTED       NGS
 KK2107  HISTORY     - 20031008 GOOD             USPSQD
 KK2107
 KK2107                          STATION DESCRIPTION
 KK2107
 KK2107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 KK2107'2.6 MI (4.18 KM) SOUTH ALONG STATE HIGHWAY 119 FROM THE DENVER AND
 KK2107'SALT LAKE RAILWAY STATION AT ROLLINSVILLE, AT THE CREST OF A HILL,
 KK2107'78.0 M (255.90 FT) NORTHWEST OF THE EXTENDED CENTER OF THE ROAD TO
 KK2107'THE HIGH COUNTRY FIRE DISTRICT STATION NUMBER 2, 75.5 M (247.70 FT)
 KK2107'NORTHWEST OF THE WEST END OF A PIPE CULVERT, 19.4 M (63.65 FT)
 KK2107'WEST-SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 0.4 M (1.31 FT)
 KK2107'NORTHEAST OF THE RIGHT-OF-WAY FENCE AND 0.4 M (1.31 FT)
 KK2107'SOUTH-SOUTHEAST OF A WITNESS POST.  IT IS 28.4 M (93.18 FT) NORTHEAST
 KK2107'OF THE OLD BENCH MARK, MARK IS FLUSH WITH GROUND.
 KK2107
 KK2107                          STATION RECOVERY (2003)
 KK2107
 KK2107'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 KK2107'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0625 ***********************************************************************
 JK0625  DESIGNATION -  H 267
 JK0625  PID         -  JK0625
 JK0625  STATE/COUNTY-  CO/CUSTER
 JK0625  USGS QUAD   -  BECKWITH MOUNTAIN (1958)
 JK0625
 JK0625                         *CURRENT SURVEY CONTROL
 JK0625  ___________________________________________________________________
 JK0625* NAD 83(1986)-  38 13 41.     (N)    105 33 18.     (W)     SCALED    
 JK0625* NAVD 88     -      2351.228  (meters)    7713.99   (feet)  ADJUSTED  
 JK0625  ___________________________________________________________________
 JK0625  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 JK0625  DYNAMIC HT  -        2348.352 (meters)    7704.55  (feet)  COMP
 JK0625  MODELED GRAV-     979,320.7   (mgal)                       NAVD 88
 JK0625
 JK0625  VERT ORDER  -  SECOND    CLASS 0
 JK0625
 JK0625.The horizontal coordinates were scaled from a topographic map and have
 JK0625.an estimated accuracy of +/- 6 seconds.
 JK0625
 JK0625.The orthometric height was determined by differential leveling
 JK0625.and adjusted by the National Geodetic Survey in June 1991..
 JK0625
 JK0625.The geoid height was determined by GEOID03.
 JK0625
 JK0625.The dynamic height is computed by dividing the NAVD 88
 JK0625.geopotential number by the normal gravity value computed on the
 JK0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0625.degrees latitude (g = 980.6199 gals.).
 JK0625
 JK0625.The modeled gravity was interpolated from observed gravity values.
 JK0625
 JK0625;                    North         East    Units  Estimated Accuracy
 JK0625;SPC CO S     -   478,090.      909,590.      MT  (+/- 180 meters Scaled)
 JK0625
 JK0625                          SUPERSEDED SURVEY CONTROL
 JK0625
 JK0625  NGVD 29 (??/??/92) 2349.941  (m)         7709.76   (f) ADJ UNCH    2 0
 JK0625
 JK0625.Superseded values are not recommended for survey control.
 JK0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0625.See file dsdata.txt to determine how the superseded data were derived.
 JK0625
 JK0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC514312(NAD 83)
 JK0625_MARKER: DB = BENCH MARK DISK
 JK0625_SETTING: 66 = SET IN ROCK OUTCROP
 JK0625_SP_SET: STONE OUTCROP
 JK0625_STAMPING: H 267 1941
 JK0625_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0625+STABILITY: POSITION/ELEVATION WELL
 JK0625
 JK0625  HISTORY     - Date     Condition        Report By
 JK0625  HISTORY     - 1941     MONUMENTED       CGS
 JK0625
 JK0625                          STATION DESCRIPTION
 JK0625
 JK0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JK0625'9.3 MI NW FROM WESTCLIFFE.
 JK0625'9.3 MILES NORTHWEST ALONG STATE HIGHWAY 69 FROM THE COUNTY
 JK0625'COURTHOUSE AT WESTCLIFFE, CUSTER COUNTY, 87.0 FEET SOUTHWEST OF
 JK0625'A CUT THROUGH A STONE CLIFF, 12.5 FEET WEST OF THE CENTERLINE
 JK0625'OF THE OLD RAILROAD BED IN THE CUT, IN THE TOP OF A STONE OUTCROP,
 JK0625'AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED H 267 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0284 ***********************************************************************
 JL0284  DESIGNATION -  H 268
 JL0284  PID         -  JL0284
 JL0284  STATE/COUNTY-  CO/GUNNISON
 JL0284  USGS QUAD   -  MT AXTELL (1973)
 JL0284
 JL0284                         *CURRENT SURVEY CONTROL
 JL0284  ___________________________________________________________________
 JL0284* NAD 83(1986)-  38 51 26.     (N)    107 05 41.     (W)     SCALED    
 JL0284* NAVD 88     -      2999.308  (meters)    9840.23   (feet)  ADJUSTED  
 JL0284  ___________________________________________________________________
 JL0284  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 JL0284  DYNAMIC HT  -        2995.221 (meters)    9826.82  (feet)  COMP
 JL0284  MODELED GRAV-     979,156.4   (mgal)                       NAVD 88
 JL0284
 JL0284  VERT ORDER  -  SECOND    CLASS 0
 JL0284
 JL0284.The horizontal coordinates were scaled from a topographic map and have
 JL0284.an estimated accuracy of +/- 6 seconds.
 JL0284
 JL0284.The orthometric height was determined by differential leveling
 JL0284.and adjusted by the National Geodetic Survey in June 1991..
 JL0284
 JL0284.The geoid height was determined by GEOID03.
 JL0284
 JL0284.The dynamic height is computed by dividing the NAVD 88
 JL0284.geopotential number by the normal gravity value computed on the
 JL0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0284.degrees latitude (g = 980.6199 gals.).
 JL0284
 JL0284.The modeled gravity was interpolated from observed gravity values.
 JL0284
 JL0284;                    North         East    Units  Estimated Accuracy
 JL0284;SPC CO C     -   419,670.      775,990.      MT  (+/- 180 meters Scaled)
 JL0284
 JL0284                          SUPERSEDED SURVEY CONTROL
 JL0284
 JL0284  NGVD 29 (??/??/92) 2997.387  (m)         9833.93   (f) ADJ UNCH    2 0
 JL0284
 JL0284.Superseded values are not recommended for survey control.
 JL0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0284.See file dsdata.txt to determine how the superseded data were derived.
 JL0284
 JL0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD182030(NAD 83)
 JL0284_MARKER: DB = BENCH MARK DISK
 JL0284_SETTING: 80 = SET IN A BOULDER
 JL0284_SP_SET: BOULDER
 JL0284_STAMPING: H 268 1940
 JL0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0284+STABILITY: SURFACE MOTION
 JL0284
 JL0284  HISTORY     - Date     Condition        Report By
 JL0284  HISTORY     - 1940     MONUMENTED       CGS
 JL0284  HISTORY     - 1959     GOOD             USGS
 JL0284
 JL0284                          STATION DESCRIPTION
 JL0284
 JL0284'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 JL0284'0.9 MI E FROM KEBLER PASS.
 JL0284'0.9 MILE EAST ALONG STATE HIGHWAY 135 FROM THE SUMMIT OF KEBLER PASS,
 JL0284'0.2 MILE EAST OF THE JUNCTION OF A ROAD LEADING TO IRWIN, 54 YARDS
 JL0284'EAST OF A WOODEN BRIDGE OVER A CREEK, 54 FEET SOUTH OF THE CENTERLINE
 JL0284'OF THE HIGHWAY, 27 FEET NORTHEAST OF THE BANK OF THE CREEK, IN THE TOP
 JL0284'OF THE NORTHWEST CORNER OF A 5- BY 7-FOOT FLAT-TOPPED BOULDER 1.5 FEET
 JL0284'HIGH, AND ABOUT 6 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 JL0284'STAMPED H 268 1940.  NOTE-- THE BENCH MARK IS 0.6 MILE NORTHEAST ALONG
 JL0284'STATE HIGHWAY 135 FROM THE SUMMIT OF THE NEW KEBLER PASS, 65 FEET
 JL0284'SOUTH OF A ROAD JUNCTION, AND 58 FEET SOUTHWEST OF THE CENTERLINE OF
 JL0284'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0192 ***********************************************************************
 JL0192  DESIGNATION -  H 269
 JL0192  PID         -  JL0192
 JL0192  STATE/COUNTY-  CO/SAGUACHE
 JL0192  USGS QUAD   -  COCHETOPA PARK (1967)
 JL0192
 JL0192                         *CURRENT SURVEY CONTROL
 JL0192  ___________________________________________________________________
 JL0192* NAD 83(1986)-  38 10 50.     (N)    106 39 51.     (W)     SCALED    
 JL0192* NAVD 88     -      2847.079  (meters)    9340.79   (feet)  ADJUSTED  
 JL0192  ___________________________________________________________________
 JL0192  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 JL0192  DYNAMIC HT  -        2843.114 (meters)    9327.78  (feet)  COMP
 JL0192  MODELED GRAV-     979,133.4   (mgal)                       NAVD 88
 JL0192
 JL0192  VERT ORDER  -  SECOND    CLASS 0
 JL0192
 JL0192.The horizontal coordinates were scaled from a topographic map and have
 JL0192.an estimated accuracy of +/- 6 seconds.
 JL0192
 JL0192.The orthometric height was determined by differential leveling
 JL0192.and adjusted by the National Geodetic Survey in June 1991..
 JL0192
 JL0192.The geoid height was determined by GEOID03.
 JL0192
 JL0192.The dynamic height is computed by dividing the NAVD 88
 JL0192.geopotential number by the normal gravity value computed on the
 JL0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0192.degrees latitude (g = 980.6199 gals.).
 JL0192
 JL0192.The modeled gravity was interpolated from observed gravity values.
 JL0192
 JL0192;                    North         East    Units  Estimated Accuracy
 JL0192;SPC CO S     -   473,460.      812,410.      MT  (+/- 180 meters Scaled)
 JL0192
 JL0192                          SUPERSEDED SURVEY CONTROL
 JL0192
 JL0192  NGVD 29 (??/??/92) 2845.292  (m)         9334.93   (f) ADJ UNCH    2 0
 JL0192
 JL0192.Superseded values are not recommended for survey control.
 JL0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0192.See file dsdata.txt to determine how the superseded data were derived.
 JL0192
 JL0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC542271(NAD 83)
 JL0192_MARKER: DB = BENCH MARK DISK
 JL0192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0192_STAMPING: H 269 1940
 JL0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0192+STABILITY: SURFACE MOTION
 JL0192
 JL0192  HISTORY     - Date     Condition        Report By
 JL0192  HISTORY     - 1940     MONUMENTED       CGS
 JL0192  HISTORY     - 1962     GOOD             NGS
 JL0192
 JL0192                          STATION DESCRIPTION
 JL0192
 JL0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JL0192'4.0 MI W FROM PARLIN.
 JL0192'IN SAGUACHE COUNTY, ABOUT 4.0 MILES WEST ALONG U.S. HIGHWAY 50 FROM
 JL0192'PARLIN, GUNNISON COUNTY, THENCE ABOUT 23.2 MILES SOUTH AND 7.1 MILES
 JL0192'EAST ALONG STATE HIGHWAY 114, ABOUT 0.3 MILE WEST OF THE ENTRANCE TO
 JL0192'THE GUNNISON NATIONAL FOREST, 31 FEET SOUTH OF THE CENTER LINE OF THE
 JL0192'HIGHWAY, 2.7 FEET SOUTH OF A PASTURE FENCE, AND 2.4 FEET WEST OF A 4-
 JL0192'BY 4-INCH WHITE REFERENCE POST PROJECTING ABOUT 2.1 FEET ABOVE GROUND.
 JL0192'A STANDARD DISK, STAMPED H 269 1940 AND SET IN THE TOP OF A CONCRETE
 JL0192'POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
 JL0192
 JL0192                          STATION RECOVERY (1962)
 JL0192
 JL0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JL0192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0448 ***********************************************************************
 JL0448  DESIGNATION -  H 27
 JL0448  PID         -  JL0448
 JL0448  STATE/COUNTY-  CO/SAGUACHE
 JL0448  USGS QUAD   -  WHALE HILL (1980)
 JL0448
 JL0448                         *CURRENT SURVEY CONTROL
 JL0448  ___________________________________________________________________
 JL0448* NAD 83(1986)-  38 19 11.     (N)    106 00 08.     (W)     SCALED    
 JL0448* NAVD 88     -      2487.877  (meters)    8162.31   (feet)  ADJUSTED  
 JL0448  ___________________________________________________________________
 JL0448  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 JL0448  DYNAMIC HT  -        2484.662 (meters)    8151.76  (feet)  COMP
 JL0448  MODELED GRAV-     979,247.1   (mgal)                       NAVD 88
 JL0448
 JL0448  VERT ORDER  -  FIRST     CLASS II
 JL0448
 JL0448.The horizontal coordinates were scaled from a topographic map and have
 JL0448.an estimated accuracy of +/- 6 seconds.
 JL0448
 JL0448.The orthometric height was determined by differential leveling
 JL0448.and adjusted by the National Geodetic Survey in June 1991..
 JL0448
 JL0448.The geoid height was determined by GEOID03.
 JL0448
 JL0448.The dynamic height is computed by dividing the NAVD 88
 JL0448.geopotential number by the normal gravity value computed on the
 JL0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0448.degrees latitude (g = 980.6199 gals.).
 JL0448
 JL0448.The modeled gravity was interpolated from observed gravity values.
 JL0448
 JL0448;                    North         East    Units  Estimated Accuracy
 JL0448;SPC CO S     -   488,390.      870,480.      MT  (+/- 180 meters Scaled)
 JL0448
 JL0448                          SUPERSEDED SURVEY CONTROL
 JL0448
 JL0448.No superseded survey control is available for this station.
 JL0448
 JL0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC123417(NAD 83)
 JL0448_MARKER: DB = BENCH MARK DISK
 JL0448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0448_STAMPING: H 27 1926
 JL0448_MARK LOGO: USGS  
 JL0448_PROJECTION: PROJECTING 3 CENTIMETERS
 JL0448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0448+STABILITY: SURFACE MOTION
 JL0448
 JL0448  HISTORY     - Date     Condition        Report By
 JL0448  HISTORY     - 1926     MONUMENTED       USGS
 JL0448  HISTORY     - 1933     GOOD             NGS
 JL0448  HISTORY     - 1984     GOOD             NGS
 JL0448
 JL0448                          STATION DESCRIPTION
 JL0448
 JL0448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 JL0448'5.7 MI N FROM VILLA GROVE.
 JL0448'-ABOUT 5.7 MILES NORTH ALONG THE VILLA GROVE-SALIDA ROAD FROM
 JL0448'VILLA GROVE, SAGUACHE COUNTY, ABOUT 45 FEET WEST OF A T-ANGLE IN
 JL0448'THE FENCE ON THE EAST SIDE OF THE ROAD, ABOUT 40 FEET WEST OF A GATE,
 JL0448'39 FEET EAST OF THE CENTER LINE OF THE ROAD, AND 8 FEET
 JL0448'WEST OF A ROW OF POLES.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 JL0448'DISK, STAMPED H 27 1926 AND SET IN THE TOP OF A CONCRETE
 JL0448'POST PROJECTING ABOUT 1 INCH ABOVE GROUND.
 JL0448
 JL0448                          STATION RECOVERY (1984)
 JL0448
 JL0448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0448'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  9.4 KM (5.85
 JL0448'MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE IN VILLA
 JL0448'GROVE, 35.9 M (117.8 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 JL0448'15.8 M (51.8 FT) NORTHWEST OF UTILITY POLE NUMBER 8, 13.8 M (45.3 FT)
 JL0448'SOUTHWEST OF A FENCE, AND 4.4 M (14.4 FT) SOUTHEAST OF A FENCE.
 JL0448'THE MARK IS 6.6 METERS  NE FROM  A WITNESS POST AND FENCE
 JL0448'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0369 ***********************************************************************
 KJ0369  DESIGNATION -  H 270
 KJ0369  PID         -  KJ0369
 KJ0369  STATE/COUNTY-  CO/CHEYENNE
 KJ0369  USGS QUAD   -  EAST OF ROCK CREEK (1984)
 KJ0369
 KJ0369                         *CURRENT SURVEY CONTROL
 KJ0369  ___________________________________________________________________
 KJ0369* NAD 83(1986)-  39 00 06.     (N)    102 17 52.     (W)     SCALED    
 KJ0369* NAVD 88     -      1287.998  (meters)    4225.71   (feet)  ADJUSTED  
 KJ0369  ___________________________________________________________________
 KJ0369  GEOID HEIGHT-         -23.00  (meters)                     GEOID03
 KJ0369  DYNAMIC HT  -        1286.830 (meters)    4221.87  (feet)  COMP
 KJ0369  MODELED GRAV-     979,675.8   (mgal)                       NAVD 88
 KJ0369
 KJ0369  VERT ORDER  -  FIRST     CLASS II
 KJ0369
 KJ0369.The horizontal coordinates were scaled from a topographic map and have
 KJ0369.an estimated accuracy of +/- 6 seconds.
 KJ0369
 KJ0369.The orthometric height was determined by differential leveling
 KJ0369.and adjusted by the National Geodetic Survey in June 1991..
 KJ0369
 KJ0369.The geoid height was determined by GEOID03.
 KJ0369
 KJ0369.The dynamic height is computed by dividing the NAVD 88
 KJ0369.geopotential number by the normal gravity value computed on the
 KJ0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0369.degrees latitude (g = 980.6199 gals.).
 KJ0369
 KJ0369.The modeled gravity was interpolated from observed gravity values.
 KJ0369
 KJ0369;                    North         East    Units  Estimated Accuracy
 KJ0369;SPC CO C     -   439,380.    1,191,720.      MT  (+/- 180 meters Scaled)
 KJ0369
 KJ0369                          SUPERSEDED SURVEY CONTROL
 KJ0369
 KJ0369  NGVD 29 (??/??/92) 1287.477  (m)         4224.00   (f) ADJ UNCH    1 2
 KJ0369
 KJ0369.Superseded values are not recommended for survey control.
 KJ0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0369.See file dsdata.txt to determine how the superseded data were derived.
 KJ0369
 KJ0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD340204(NAD 83)
 KJ0369_MARKER: DB = BENCH MARK DISK
 KJ0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0369_STAMPING: H 270 1941
 KJ0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0369+STABILITY: SURFACE MOTION
 KJ0369
 KJ0369  HISTORY     - Date     Condition        Report By
 KJ0369  HISTORY     - 1941     MONUMENTED       CGS
 KJ0369
 KJ0369                          STATION DESCRIPTION
 KJ0369
 KJ0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KJ0369'15.4 MI N FROM CHEYENNE WELLS.
 KJ0369'15.4 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE COUNTY COURTHOUSE
 KJ0369'AT CHEYENNE WELLS, 0.3 MILE WEST OF A WOODEN BRIDGE, 66 FEET
 KJ0369'SOUTHWEST OF THE CENTER OF THE INTERSECTION OF A DIM NORTH-AND-SOUTH
 KJ0369'SECTION-LINE ROAD, 55 FEET SOUTH OF THE CENTERLINE OF THE  HIGHWAY,
 KJ0369'46 FEET WEST OF THE ROAD, 21 FEET WEST OF THE EAST POST OF DOUBLE
 KJ0369'BRACE POST IN A FENCE, 2 FEET SOUTH OF THE FENCE, 3 FEET SOUTH OF
 KJ0369'A WHITE WOODEN WITNESS POST, AND 1 FOOT LOWER THAN THE HIGHWAY.  A
 KJ0369'STANDARD DISK, STAMPED H 270 1941 AND SET IN THE TOP OF A CONCRETE
 KJ0369'POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0523 ***********************************************************************
 JJ0523  DESIGNATION -  H 271
 JJ0523  PID         -  JJ0523
 JJ0523  STATE/COUNTY-  CO/CROWLEY
 JJ0523  USGS QUAD   -  LAKE HENRY (1978)
 JJ0523
 JJ0523                         *CURRENT SURVEY CONTROL
 JJ0523  ___________________________________________________________________
 JJ0523* NAD 83(1986)-  38 17 21.     (N)    103 44 54.     (W)     SCALED    
 JJ0523* NAVD 88     -      1361.806  (meters)    4467.86   (feet)  ADJUSTED  
 JJ0523  ___________________________________________________________________
 JJ0523  GEOID HEIGHT-         -21.42  (meters)                     GEOID03
 JJ0523  DYNAMIC HT  -        1360.440 (meters)    4463.38  (feet)  COMP
 JJ0523  MODELED GRAV-     979,578.6   (mgal)                       NAVD 88
 JJ0523
 JJ0523  VERT ORDER  -  SECOND    CLASS 0
 JJ0523
 JJ0523.The horizontal coordinates were scaled from a topographic map and have
 JJ0523.an estimated accuracy of +/- 6 seconds.
 JJ0523
 JJ0523.The orthometric height was determined by differential leveling
 JJ0523.and adjusted by the National Geodetic Survey in June 1991..
 JJ0523
 JJ0523.The geoid height was determined by GEOID03.
 JJ0523
 JJ0523.The dynamic height is computed by dividing the NAVD 88
 JJ0523.geopotential number by the normal gravity value computed on the
 JJ0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0523.degrees latitude (g = 980.6199 gals.).
 JJ0523
 JJ0523.The modeled gravity was interpolated from observed gravity values.
 JJ0523
 JJ0523;                    North         East    Units  Estimated Accuracy
 JJ0523;SPC CO S     -   486,310.    1,067,640.      MT  (+/- 180 meters Scaled)
 JJ0523
 JJ0523                          SUPERSEDED SURVEY CONTROL
 JJ0523
 JJ0523  NGVD 29 (??/??/92) 1361.109  (m)         4465.57   (f) ADJ UNCH    2 0
 JJ0523
 JJ0523.Superseded values are not recommended for survey control.
 JJ0523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0523.See file dsdata.txt to determine how the superseded data were derived.
 JJ0523
 JJ0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC094386(NAD 83)
 JJ0523_MARKER: DB = BENCH MARK DISK
 JJ0523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0523_STAMPING: H 271 1941
 JJ0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0523+STABILITY: SURFACE MOTION
 JJ0523
 JJ0523  HISTORY     - Date     Condition        Report By
 JJ0523  HISTORY     - 1941     MONUMENTED       CGS
 JJ0523
 JJ0523                          STATION DESCRIPTION
 JJ0523
 JJ0523'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0523'5.5 MI N FROM ORDWAY.
 JJ0523'TO REACH FROM THE POST OFFICE AT ORDWAY-- GO 0.5 OF A MILE
 JJ0523'EAST ALONG HWY. 96 TO JCT. WITH HWY. 71, THENCE, TURN LEFT, GO 5.0
 JJ0523'MILES NORTH ALONG HWY. 71 TO SITE OF BENCH MARK.  BENCH MARK IS
 JJ0523'0.1 OF A MILE SOUTH OF AN 18.0 INCH, GALVANIZED, IRON, PIPE CULVERT,
 JJ0523'6.0 FEET EAST OF A TELEPHONE POLE, 5.0 FEET EAST OF A FENCE LINE,
 JJ0523'54.0 FEET EAST OF AND APPROXIMATELY THE SAME ELEVATION AS THE
 JJ0523'CENTERLINE OF THE HWY.  A STD. DISK SET FLUSH AND HORIZONTALLY IN
 JJ0523'A CONCRETE POST, PROJECTING, 8.0 INCHES THE GROUND, 4.0 FEET SOUTH
 JJ0523'OF A WHITE, WOODEN , 4X4-INCH MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0538 ***********************************************************************
 JJ0538  DESIGNATION -  H 272
 JJ0538  PID         -  JJ0538
 JJ0538  STATE/COUNTY-  CO/CROWLEY
 JJ0538  USGS QUAD   -  ORDWAY (1954)
 JJ0538
 JJ0538                         *CURRENT SURVEY CONTROL
 JJ0538  ___________________________________________________________________
 JJ0538* NAD 83(1986)-  38 12 39.     (N)    103 45 39.     (W)     SCALED    
 JJ0538* NAVD 88     -      1310.985  (meters)    4301.12   (feet)  ADJUSTED  
 JJ0538  ___________________________________________________________________
 JJ0538  GEOID HEIGHT-         -21.51  (meters)                     GEOID03
 JJ0538  DYNAMIC HT  -        1309.668 (meters)    4296.80  (feet)  COMP
 JJ0538  MODELED GRAV-     979,579.3   (mgal)                       NAVD 88
 JJ0538
 JJ0538  VERT ORDER  -  SECOND    CLASS 0
 JJ0538
 JJ0538.The horizontal coordinates were scaled from a topographic map and have
 JJ0538.an estimated accuracy of +/- 6 seconds.
 JJ0538
 JJ0538.The orthometric height was determined by differential leveling
 JJ0538.and adjusted by the National Geodetic Survey in June 1991..
 JJ0538
 JJ0538.The geoid height was determined by GEOID03.
 JJ0538
 JJ0538.The dynamic height is computed by dividing the NAVD 88
 JJ0538.geopotential number by the normal gravity value computed on the
 JJ0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0538.degrees latitude (g = 980.6199 gals.).
 JJ0538
 JJ0538.The modeled gravity was interpolated from observed gravity values.
 JJ0538
 JJ0538;                    North         East    Units  Estimated Accuracy
 JJ0538;SPC CO S     -   477,600.    1,066,710.      MT  (+/- 180 meters Scaled)
 JJ0538
 JJ0538                          SUPERSEDED SURVEY CONTROL
 JJ0538
 JJ0538  NGVD 29 (??/??/92) 1310.297  (m)         4298.87   (f) ADJ UNCH    2 0
 JJ0538
 JJ0538.Superseded values are not recommended for survey control.
 JJ0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0538.See file dsdata.txt to determine how the superseded data were derived.
 JJ0538
 JJ0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC084299(NAD 83)
 JJ0538_MARKER: DB = BENCH MARK DISK
 JJ0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0538_STAMPING: H 272 1941
 JJ0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0538+STABILITY: SURFACE MOTION
 JJ0538
 JJ0538  HISTORY     - Date     Condition        Report By
 JJ0538  HISTORY     - 1941     MONUMENTED       CGS
 JJ0538
 JJ0538                          STATION DESCRIPTION
 JJ0538
 JJ0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0538'0.5 MI S FROM ORDWAY.
 JJ0538'0.5 MILE SOUTH OF THE POST OFFICE AT ORDWAY, CROWLEY COUNTY, AT
 JJ0538'ORDWAY AIRPORT, 27 FEET EAST OF THE NORTHEAST CORNER OF THE HANGAR,
 JJ0538'75 FEET EAST OF THE GAS PUMP, AND 3 FEET SOUTH OF THE FENCE LINE.
 JJ0538'A STANDARD DISK, STAMPED H 272 1941 AND SET IN THE TOP OF A
 JJ0538'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0009 ***********************************************************************
 HJ0009  DESIGNATION -  H 273
 HJ0009  PID         -  HJ0009
 HJ0009  STATE/COUNTY-  CO/BACA
 HJ0009  USGS QUAD   -  WALSH (1978)
 HJ0009
 HJ0009                         *CURRENT SURVEY CONTROL
 HJ0009  ___________________________________________________________________
 HJ0009* NAD 83(1986)-  37 22 51.     (N)    102 21 23.     (W)     SCALED    
 HJ0009* NAVD 88     -      1226.260  (meters)    4023.15   (feet)  POSTED    
 HJ0009  ___________________________________________________________________
 HJ0009  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 HJ0009  DYNAMIC HT  -        1225.000 (meters)    4019.02  (feet)  COMP
 HJ0009  MODELED GRAV-     979,556.9   (mgal)                       NAVD 88
 HJ0009
 HJ0009  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 HJ0009
 HJ0009.The horizontal coordinates were scaled from a topographic map and have
 HJ0009.an estimated accuracy of +/- 6 seconds.
 HJ0009
 HJ0009.The orthometric height was determined by differential leveling
 HJ0009.and adjusted by the National Geodetic Survey in 1992..
 HJ0009.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 HJ0009.rate of 4.1 thru 8.0 mm/km.
 HJ0009
 HJ0009.The geoid height was determined by GEOID03.
 HJ0009
 HJ0009.The dynamic height is computed by dividing the NAVD 88
 HJ0009.geopotential number by the normal gravity value computed on the
 HJ0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0009.degrees latitude (g = 980.6199 gals.).
 HJ0009
 HJ0009.The modeled gravity was interpolated from observed gravity values.
 HJ0009
 HJ0009;                    North         East    Units  Estimated Accuracy
 HJ0009;SPC CO S     -   388,750.    1,192,760.      MT  (+/- 180 meters Scaled)
 HJ0009
 HJ0009                          SUPERSEDED SURVEY CONTROL
 HJ0009
 HJ0009  NGVD 29 (??/??/92) 1225.761  (m)         4021.52   (f) ADJ UNCH    2 0
 HJ0009
 HJ0009.Superseded values are not recommended for survey control.
 HJ0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0009.See file dsdata.txt to determine how the superseded data were derived.
 HJ0009
 HJ0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB340404(NAD 83)
 HJ0009_MARKER: DB = BENCH MARK DISK
 HJ0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0009_STAMPING: H 273 1941
 HJ0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0009+STABILITY: SURFACE MOTION
 HJ0009
 HJ0009  HISTORY     - Date     Condition        Report By
 HJ0009  HISTORY     - 1941     MONUMENTED       CGS
 HJ0009
 HJ0009                          STATION DESCRIPTION
 HJ0009
 HJ0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HJ0009'4.5 MI W FROM WALSH.
 HJ0009'TO REACH BENCH MARK FROM THE WALSH RAILROAD STATION, GO 4.5
 HJ0009'MILES WEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD TO
 HJ0009'SITE OF BENCH MARK.  BENCH MARK IS AT MILE POST 81, ABOUT 330.0
 HJ0009'FEET EAST OF RAILROAD TRESTLE, 99.0 FEET NORTH OF AND ABOUT
 HJ0009'5.0 FEET BELOW THE CENTERLINE OF THE RAILROAD TRACK, 89.0
 HJ0009'FEET NORTH OF THE IRON MILE POST, 3.0 FEET WEST OF A 4 X 4
 HJ0009'INCH WOODEN MARKER POST AND 1.0 FOOT SOUTH OF THE RIGHT OF
 HJ0009'WAY FENCE.  THE MONUMENT PROJECTS 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0172 ***********************************************************************
 JJ0172  DESIGNATION -  H 274
 JJ0172  PID         -  JJ0172
 JJ0172  STATE/COUNTY-  CO/BENT
 JJ0172  USGS QUAD   -  HASTY (1979)
 JJ0172
 JJ0172                         *CURRENT SURVEY CONTROL
 JJ0172  ___________________________________________________________________
 JJ0172* NAD 83(1986)-  38 02 51.     (N)    102 59 26.     (W)     SCALED    
 JJ0172* NAVD 88     -      1184.832  (meters)    3887.24   (feet)  POSTED    
 JJ0172  ___________________________________________________________________
 JJ0172  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 JJ0172  DYNAMIC HT  -        1183.690 (meters)    3883.49  (feet)  COMP
 JJ0172  MODELED GRAV-     979,621.3   (mgal)                       NAVD 88
 JJ0172
 JJ0172  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JJ0172
 JJ0172.The horizontal coordinates were scaled from a topographic map and have
 JJ0172.an estimated accuracy of +/- 6 seconds.
 JJ0172
 JJ0172.The orthometric height was determined by differential leveling
 JJ0172.and adjusted by the National Geodetic Survey in 1992..
 JJ0172.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JJ0172.rate of 1.1 thru 2.0 mm/km.
 JJ0172
 JJ0172.The geoid height was determined by GEOID03.
 JJ0172
 JJ0172.The dynamic height is computed by dividing the NAVD 88
 JJ0172.geopotential number by the normal gravity value computed on the
 JJ0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0172.degrees latitude (g = 980.6199 gals.).
 JJ0172
 JJ0172.The modeled gravity was interpolated from observed gravity values.
 JJ0172
 JJ0172;                    North         East    Units  Estimated Accuracy
 JJ0172;SPC CO S     -   461,010.    1,134,630.      MT  (+/- 180 meters Scaled)
 JJ0172
 JJ0172                          SUPERSEDED SURVEY CONTROL
 JJ0172
 JJ0172  NGVD 29 (??/??/92) 1184.266  (m)         3885.38   (f) ADJ UNCH    1 2
 JJ0172
 JJ0172.Superseded values are not recommended for survey control.
 JJ0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0172.See file dsdata.txt to determine how the superseded data were derived.
 JJ0172
 JJ0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC763129(NAD 83)
 JJ0172_MARKER: DB = BENCH MARK DISK
 JJ0172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0172_SP_SET: CULVERT
 JJ0172_STAMPING: H 274 1941
 JJ0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0172
 JJ0172  HISTORY     - Date     Condition        Report By
 JJ0172  HISTORY     - 1941     MONUMENTED       CGS
 JJ0172  HISTORY     - 1951     GOOD             NGS
 JJ0172  HISTORY     - 1983     GOOD             LOCENG
 JJ0172  HISTORY     - 1985     MARK NOT FOUND   NGS
 JJ0172
 JJ0172                          STATION DESCRIPTION
 JJ0172
 JJ0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JJ0172'1.5 MI W FROM CADDOA.
 JJ0172'1.5 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JJ0172'FROM THE STATION AT CADDOA, 250 FEET EAST OF MILEPOST 523, AT CULVERT
 JJ0172'522 D, IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL, 16 FEET
 JJ0172'SOUTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 2 FEET LOWER THAN
 JJ0172'THE TRACK.  A STANDARD DISK, STAMPED H 274 1941.
 JJ0172
 JJ0172                          STATION RECOVERY (1983)
 JJ0172
 JJ0172'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983
 JJ0172'RECOVERED IN GOOD CONDITION.
 JJ0172
 JJ0172                          STATION RECOVERY (1985)
 JJ0172
 JJ0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0172'THERE IS NO LONGER A HEADWALL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0467 ***********************************************************************
 JJ0467  DESIGNATION -  H 275
 JJ0467  PID         -  JJ0467
 JJ0467  STATE/COUNTY-  CO/KIOWA
 JJ0467  USGS QUAD   -  HASWELL (1974)
 JJ0467
 JJ0467                         *CURRENT SURVEY CONTROL
 JJ0467  ___________________________________________________________________
 JJ0467* NAD 83(1986)-  38 27 38.     (N)    103 08 42.     (W)     SCALED    
 JJ0467* NAVD 88     -      1379.406  (meters)    4525.60   (feet)  ADJUSTED  
 JJ0467  ___________________________________________________________________
 JJ0467  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 JJ0467  DYNAMIC HT  -        1378.046 (meters)    4521.14  (feet)  COMP
 JJ0467  MODELED GRAV-     979,594.3   (mgal)                       NAVD 88
 JJ0467
 JJ0467  VERT ORDER  -  SECOND    CLASS 0
 JJ0467
 JJ0467.The horizontal coordinates were scaled from a topographic map and have
 JJ0467.an estimated accuracy of +/- 6 seconds.
 JJ0467
 JJ0467.The orthometric height was determined by differential leveling
 JJ0467.and adjusted by the National Geodetic Survey in June 1991..
 JJ0467
 JJ0467.The geoid height was determined by GEOID03.
 JJ0467
 JJ0467.The dynamic height is computed by dividing the NAVD 88
 JJ0467.geopotential number by the normal gravity value computed on the
 JJ0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0467.degrees latitude (g = 980.6199 gals.).
 JJ0467
 JJ0467.The modeled gravity was interpolated from observed gravity values.
 JJ0467
 JJ0467;                    North         East    Units  Estimated Accuracy
 JJ0467;SPC CO S     -   506,490.    1,119,930.      MT  (+/- 180 meters Scaled)
 JJ0467
 JJ0467                          SUPERSEDED SURVEY CONTROL
 JJ0467
 JJ0467  NGVD 29 (??/??/92) 1378.759  (m)         4523.48   (f) ADJ UNCH    2 0
 JJ0467
 JJ0467.Superseded values are not recommended for survey control.
 JJ0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0467.See file dsdata.txt to determine how the superseded data were derived.
 JJ0467
 JJ0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC618585(NAD 83)
 JJ0467_MARKER: DB = BENCH MARK DISK
 JJ0467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0467_STAMPING: H 275 1941
 JJ0467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0467+STABILITY: SURFACE MOTION
 JJ0467
 JJ0467  HISTORY     - Date     Condition        Report By
 JJ0467  HISTORY     - 1941     MONUMENTED       CGS
 JJ0467  HISTORY     - 1942     GOOD             NGS
 JJ0467
 JJ0467                          STATION DESCRIPTION
 JJ0467
 JJ0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JJ0467'21 MI W FROM EADS.
 JJ0467'21.0 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 JJ0467'AT EADS, KIOWA COUNTY, 1.1 MILES EAST OF THE STATION AT HASWELL,
 JJ0467'0.1 MILE WEST OF A WATER TANK, 82 FEET SOUTH OF THE CENTERLINE OF
 JJ0467'THE TRACK, 57 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 96, 18
 JJ0467'FEET NORTH OF A FENCE CORNER, 3 FEET NORTH OF A WHITE WOODEN WITNESS
 JJ0467'POST, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 JJ0467'STAMPED H 275 1941
 JJ0467'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 JJ0467'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0251 ***********************************************************************
 KL0251  DESIGNATION -  H 276
 KL0251  PID         -  KL0251
 KL0251  STATE/COUNTY-  CO/LAKE
 KL0251  USGS QUAD   -  LEADVILLE SOUTH (1994)
 KL0251
 KL0251                         *CURRENT SURVEY CONTROL
 KL0251  ___________________________________________________________________
 KL0251* NAD 83(1986)-  39 14 55.     (N)    106 22 05.     (W)     SCALED    
 KL0251* NAVD 88     -      2964.508  (meters)    9726.06   (feet)  ADJUSTED  
 KL0251  ___________________________________________________________________
 KL0251  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 KL0251  DYNAMIC HT  -        2960.584 (meters)    9713.18  (feet)  COMP
 KL0251  MODELED GRAV-     979,196.1   (mgal)                       NAVD 88
 KL0251
 KL0251  VERT ORDER  -  SECOND    CLASS 0
 KL0251
 KL0251.The horizontal coordinates were scaled from a topographic map and have
 KL0251.an estimated accuracy of +/- 6 seconds.
 KL0251
 KL0251.The orthometric height was determined by differential leveling
 KL0251.and adjusted by the National Geodetic Survey in June 1991..
 KL0251
 KL0251.The geoid height was determined by GEOID03.
 KL0251
 KL0251.The dynamic height is computed by dividing the NAVD 88
 KL0251.geopotential number by the normal gravity value computed on the
 KL0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0251.degrees latitude (g = 980.6199 gals.).
 KL0251
 KL0251.The modeled gravity was interpolated from observed gravity values.
 KL0251
 KL0251;                    North         East    Units  Estimated Accuracy
 KL0251;SPC CO C     -   462,270.      839,480.      MT  (+/- 180 meters Scaled)
 KL0251
 KL0251                          SUPERSEDED SURVEY CONTROL
 KL0251
 KL0251  NGVD 29 (??/??/92) 2962.733  (m)         9720.23   (f) ADJ UNCH    2 0
 KL0251
 KL0251.Superseded values are not recommended for survey control.
 KL0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0251.See file dsdata.txt to determine how the superseded data were derived.
 KL0251
 KL0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD819452(NAD 83)
 KL0251_MARKER: DB = BENCH MARK DISK
 KL0251_SETTING: 80 = SET IN A BOULDER
 KL0251_SP_SET: BOULDER
 KL0251_STAMPING: H 276 1951
 KL0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0251+STABILITY: SURFACE MOTION
 KL0251
 KL0251  HISTORY     - Date     Condition        Report By
 KL0251  HISTORY     - 1951     MONUMENTED       CGS
 KL0251
 KL0251                          STATION DESCRIPTION
 KL0251
 KL0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0251'4.35 MI SW FROM LEADVILLE.
 KL0251'0.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE AT
 KL0251'LEADVILLE, THENCE 4.25 MILES SOUTHWEST ALONG STATE HIGHWAY 104, 30
 KL0251'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ON THE SOUTH SLOPE OF A
 KL0251'HILL, 200 FEET EAST OF A SMALL GROVE OF ASPEN TREES, SET IN THE TOP OF
 KL0251'THE CENTER OF A 20X30 FOOT GRANITE BOULDER, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0333 ***********************************************************************
 KL0333  DESIGNATION -  H 277
 KL0333  PID         -  KL0333
 KL0333  STATE/COUNTY-  CO/PITKIN
 KL0333  USGS QUAD   -  NAST (1994)
 KL0333
 KL0333                         *CURRENT SURVEY CONTROL
 KL0333  ___________________________________________________________________
 KL0333* NAD 83(1986)-  39 18 32.     (N)    106 36 33.     (W)     SCALED    
 KL0333* NAVD 88     -      2871.889  (meters)    9422.19   (feet)  ADJUSTED  
 KL0333  ___________________________________________________________________
 KL0333  GEOID HEIGHT-         -12.91  (meters)                     GEOID03
 KL0333  DYNAMIC HT  -        2867.800 (meters)    9408.77  (feet)  COMP
 KL0333  MODELED GRAV-     979,101.9   (mgal)                       NAVD 88
 KL0333
 KL0333  VERT ORDER  -  SECOND    CLASS 0
 KL0333
 KL0333.The horizontal coordinates were scaled from a topographic map and have
 KL0333.an estimated accuracy of +/- 6 seconds.
 KL0333
 KL0333.The orthometric height was determined by differential leveling
 KL0333.and adjusted by the National Geodetic Survey in June 1991..
 KL0333
 KL0333.The geoid height was determined by GEOID03.
 KL0333
 KL0333.The dynamic height is computed by dividing the NAVD 88
 KL0333.geopotential number by the normal gravity value computed on the
 KL0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0333.degrees latitude (g = 980.6199 gals.).
 KL0333
 KL0333.The modeled gravity was interpolated from observed gravity values.
 KL0333
 KL0333;                    North         East    Units  Estimated Accuracy
 KL0333;SPC CO C     -   469,180.      818,750.      MT  (+/- 180 meters Scaled)
 KL0333
 KL0333                          SUPERSEDED SURVEY CONTROL
 KL0333
 KL0333  NGVD 29 (??/??/92) 2869.780  (m)         9415.27   (f) ADJ UNCH    2 0
 KL0333
 KL0333.Superseded values are not recommended for survey control.
 KL0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0333.See file dsdata.txt to determine how the superseded data were derived.
 KL0333
 KL0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD612522(NAD 83)
 KL0333_MARKER: DB = BENCH MARK DISK
 KL0333_SETTING: 80 = SET IN A BOULDER
 KL0333_SP_SET: BOULDER
 KL0333_STAMPING: H 277 1951
 KL0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0333+STABILITY: SURFACE MOTION
 KL0333
 KL0333  HISTORY     - Date     Condition        Report By
 KL0333  HISTORY     - 1951     MONUMENTED       CGS
 KL0333  HISTORY     - 1959     GOOD             DOD
 KL0333
 KL0333                          STATION DESCRIPTION
 KL0333
 KL0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0333'9.5 MI SE FROM THOMASVILLE.
 KL0333'9.5 MILES SOUTHEAST ALONG STATE HIGHWAY 104 FROM ITS JUNCTION WITH
 KL0333'STATE HIGHWAY 307 AT THOMASVILLE, 22 FEET NORTHEAST OF THE CENTER LINE
 KL0333'OF THE HIGHWAY, 0.1 MILE NORTHWEST OF A SHORT CURVE IN THE HIGHWAY, 4
 KL0333'FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF A
 KL0333'4X6 FOOT GRANITE BOULDER, FLUSH WITH THE GROUND.
 KL0333
 KL0333                          STATION RECOVERY (1959)
 KL0333
 KL0333'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0520 ***********************************************************************
 KL0520  DESIGNATION -  H 278
 KL0520  PID         -  KL0520
 KL0520  STATE/COUNTY-  CO/EAGLE
 KL0520  USGS QUAD   -  BASALT (1987)
 KL0520
 KL0520                         *CURRENT SURVEY CONTROL
 KL0520  ___________________________________________________________________
 KL0520* NAD 83(1986)-  39 22 28.     (N)    107 01 10.     (W)     SCALED    
 KL0520* NAVD 88     -      2042.663  (meters)    6701.64   (feet)  ADJUSTED  
 KL0520  ___________________________________________________________________
 KL0520  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 KL0520  DYNAMIC HT  -        2040.229 (meters)    6693.65  (feet)  COMP
 KL0520  MODELED GRAV-     979,364.8   (mgal)                       NAVD 88
 KL0520
 KL0520  VERT ORDER  -  SECOND    CLASS 0
 KL0520
 KL0520.The horizontal coordinates were scaled from a topographic map and have
 KL0520.an estimated accuracy of +/- 6 seconds.
 KL0520
 KL0520.The orthometric height was determined by differential leveling
 KL0520.and adjusted by the National Geodetic Survey in June 1991..
 KL0520
 KL0520.The geoid height was determined by GEOID03.
 KL0520
 KL0520.The dynamic height is computed by dividing the NAVD 88
 KL0520.geopotential number by the normal gravity value computed on the
 KL0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0520.degrees latitude (g = 980.6199 gals.).
 KL0520
 KL0520.The modeled gravity was interpolated from observed gravity values.
 KL0520
 KL0520;                    North         East    Units  Estimated Accuracy
 KL0520;SPC CO C     -   476,970.      783,490.      MT  (+/- 180 meters Scaled)
 KL0520
 KL0520                          SUPERSEDED SURVEY CONTROL
 KL0520
 KL0520  NGVD 29 (??/??/92) 2041.108  (m)         6696.54   (f) ADJ UNCH    2 0
 KL0520
 KL0520.Superseded values are not recommended for survey control.
 KL0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0520.See file dsdata.txt to determine how the superseded data were derived.
 KL0520
 KL0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD260602(NAD 83)
 KL0520_MARKER: DB = BENCH MARK DISK
 KL0520_SETTING: 80 = SET IN A BOULDER
 KL0520_SP_SET: BOULDER
 KL0520_STAMPING: H 278 1951
 KL0520_MARK LOGO: CGS   
 KL0520_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0520+STABILITY: SURFACE MOTION
 KL0520
 KL0520  HISTORY     - Date     Condition        Report By
 KL0520  HISTORY     - 1951     MONUMENTED       CGS
 KL0520  HISTORY     - 19910614 GOOD             NGS
 KL0520
 KL0520                          STATION DESCRIPTION
 KL0520
 KL0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0520'1.0 MI SE FROM BASALT.
 KL0520'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 104 FROM ITS JUNCTION WITH
 KL0520'STATE HIGHWAY 82 AT BASALT, 15 FEET EAST OF THE CENTER LINE OF THE
 KL0520'HIGHWAY, 78 FEET SOUTH OF A TELEPHONE POLE, SET IN THE TOP OF THE
 KL0520'CENTER OF A 4X8 FOOT GRANITE BOULDER, 2 FEET ABOVE THE GROUND.
 KL0520
 KL0520                          STATION RECOVERY (1991)
 KL0520
 KL0520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KL0520'1.0 MI (1.61 KM) SOUTHEAST ALONG STATE HIGHWAY 104 FROM ITS JUNCTION
 KL0520'WITH STATE HIGHWAY 82 IN BASALT, 15 FT (4.57 M) EAST OF THE CENTER
 KL0520'LINE OF THE HIGHWAY, 78 FT (23.77 M) SOUTH OF A TELEPHONE POLE, 1.5
 KL0520'FT (0.46 M) SOUTH OF A WITNESS POST AND 2 FT (0.61 M) BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0455 ***********************************************************************
 KL0455  DESIGNATION -  H 279
 KL0455  PID         -  KL0455
 KL0455  STATE/COUNTY-  CO/EAGLE
 KL0455  USGS QUAD   -  CROOKED CREEK PASS (1987)
 KL0455
 KL0455                         *CURRENT SURVEY CONTROL
 KL0455  ___________________________________________________________________
 KL0455* NAD 83(1986)-  39 26 52.     (N)    106 41 49.     (W)     SCALED    
 KL0455* NAVD 88     -      2974.787  (meters)    9759.78   (feet)  ADJUSTED  
 KL0455  ___________________________________________________________________
 KL0455  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 KL0455  DYNAMIC HT  -        2970.828 (meters)    9746.79  (feet)  COMP
 KL0455  MODELED GRAV-     979,188.7   (mgal)                       NAVD 88
 KL0455
 KL0455  VERT ORDER  -  SECOND    CLASS 0
 KL0455
 KL0455.The horizontal coordinates were scaled from a topographic map and have
 KL0455.an estimated accuracy of +/- 6 seconds.
 KL0455
 KL0455.The orthometric height was determined by differential leveling
 KL0455.and adjusted by the National Geodetic Survey in June 1991..
 KL0455
 KL0455.The geoid height was determined by GEOID03.
 KL0455
 KL0455.The dynamic height is computed by dividing the NAVD 88
 KL0455.geopotential number by the normal gravity value computed on the
 KL0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0455.degrees latitude (g = 980.6199 gals.).
 KL0455
 KL0455.The modeled gravity was interpolated from observed gravity values.
 KL0455
 KL0455;                    North         East    Units  Estimated Accuracy
 KL0455;SPC CO C     -   484,700.      811,380.      MT  (+/- 180 meters Scaled)
 KL0455
 KL0455                          SUPERSEDED SURVEY CONTROL
 KL0455
 KL0455  NGVD 29 (??/??/92) 2972.958  (m)         9753.78   (f) ADJ UNCH    2 0
 KL0455
 KL0455.Superseded values are not recommended for survey control.
 KL0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0455.See file dsdata.txt to determine how the superseded data were derived.
 KL0455
 KL0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD539678(NAD 83)
 KL0455_MARKER: DB = BENCH MARK DISK
 KL0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0455_STAMPING: H 279 1951
 KL0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0455+STABILITY: SURFACE MOTION
 KL0455
 KL0455  HISTORY     - Date     Condition        Report By
 KL0455  HISTORY     - 1951     MONUMENTED       CGS
 KL0455  HISTORY     - 1959     GOOD             DOD
 KL0455
 KL0455                          STATION DESCRIPTION
 KL0455
 KL0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0455'11.4 MI N FROM THOMASVILLE.
 KL0455'11.4 MILES NORTH ALONG STATE HIGHWAY 307 FROM ITS JUNCTION WITH STATE
 KL0455'HIGHWAY 104 AT THOMASVILLE, 37 FEET EAST OF THE NORTHEAST END OF AN 18
 KL0455'INCH PIPE CULVERT, 41 FEET NORTHEAST OF THE CENTER LINE OF THE
 KL0455'HIGHWAY, IN A GROVE OF ASPEN TREES, 12 FEET ABOVE THE LEVEL OF THE
 KL0455'HIGHWAY, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT
 KL0455'ABOVE THE GROUND.
 KL0455
 KL0455                          STATION RECOVERY (1959)
 KL0455
 KL0455'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0455'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0233 ***********************************************************************
 LM0233  DESIGNATION -  H 28
 LM0233  PID         -  LM0233
 LM0233  STATE/COUNTY-  CO/ROUTT
 LM0233  USGS QUAD   -  COW CREEK (1969)
 LM0233
 LM0233                         *CURRENT SURVEY CONTROL
 LM0233  ___________________________________________________________________
 LM0233* NAD 83(1986)-  40 29 16.     (N)    106 57 57.     (W)     SCALED    
 LM0233* NAVD 88     -      1993.620  (meters)    6540.73   (feet)  ADJUSTED  
 LM0233  ___________________________________________________________________
 LM0233  GEOID HEIGHT-         -12.99  (meters)                     GEOID03
 LM0233  DYNAMIC HT  -        1991.686 (meters)    6534.39  (feet)  COMP
 LM0233  MODELED GRAV-     979,584.3   (mgal)                       NAVD 88
 LM0233
 LM0233  VERT ORDER  -  FIRST     CLASS II
 LM0233
 LM0233.The horizontal coordinates were scaled from a topographic map and have
 LM0233.an estimated accuracy of +/- 6 seconds.
 LM0233
 LM0233.The orthometric height was determined by differential leveling
 LM0233.and adjusted by the National Geodetic Survey in June 1991..
 LM0233
 LM0233.The geoid height was determined by GEOID03.
 LM0233
 LM0233.The dynamic height is computed by dividing the NAVD 88
 LM0233.geopotential number by the normal gravity value computed on the
 LM0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0233.degrees latitude (g = 980.6199 gals.).
 LM0233
 LM0233.The modeled gravity was interpolated from observed gravity values.
 LM0233
 LM0233;                    North         East    Units  Estimated Accuracy
 LM0233;SPC CO N     -   434,010.      790,130.      MT  (+/- 180 meters Scaled)
 LM0233
 LM0233                          SUPERSEDED SURVEY CONTROL
 LM0233
 LM0233  NGVD 29 (??/??/92) 1992.386  (m)         6536.69   (f) ADJ UNCH    1 2
 LM0233
 LM0233.Superseded values are not recommended for survey control.
 LM0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0233.See file dsdata.txt to determine how the superseded data were derived.
 LM0233
 LM0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE333837(NAD 83)
 LM0233_MARKER: DB = BENCH MARK DISK
 LM0233_SETTING: 0 = UNSPECIFIED SETTING
 LM0233_STAMPING: H 28 1933
 LM0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0233
 LM0233  HISTORY     - Date     Condition        Report By
 LM0233  HISTORY     - 1933     MONUMENTED       CGS
 LM0233
 LM0233                          STATION DESCRIPTION
 LM0233
 LM0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LM0233'7.0 MI W FROM STEAMBOAT SPRINGS.
 LM0233'7 MILES WEST ALONG THE DENVER AND SALT LAKE RAILWAY FROM THE STATION
 LM0233'AT STEAMBOAT SPRINGS, AT BROOKSTON, AT A FARM-ROAD CROSSING, 41 FEET
 LM0233'SOUTH OF CENTER OF HIGHWAY AND 26 FEET WEST OF CENTER OF ROAD CROSSING
 LM0233'RAILWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0432 ***********************************************************************
 KL0432  DESIGNATION -  H 280
 KL0432  PID         -  KL0432
 KL0432  STATE/COUNTY-  CO/EAGLE
 KL0432  USGS QUAD   -  GYPSUM (1987)
 KL0432
 KL0432                         *CURRENT SURVEY CONTROL
 KL0432  ___________________________________________________________________
 KL0432* NAD 83(1986)-  39 38 44.     (N)    106 52 56.     (W)     SCALED    
 KL0432* NAVD 88     -      1975.932  (meters)    6482.70   (feet)  ADJUSTED  
 KL0432  ___________________________________________________________________
 KL0432  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 KL0432  DYNAMIC HT  -        1973.786 (meters)    6475.66  (feet)  COMP
 KL0432  MODELED GRAV-     979,471.3   (mgal)                       NAVD 88
 KL0432
 KL0432  VERT ORDER  -  SECOND    CLASS 0
 KL0432
 KL0432.The horizontal coordinates were scaled from a topographic map and have
 KL0432.an estimated accuracy of +/- 6 seconds.
 KL0432
 KL0432.The orthometric height was determined by differential leveling
 KL0432.and adjusted by the National Geodetic Survey in June 1991..
 KL0432
 KL0432.The geoid height was determined by GEOID03.
 KL0432
 KL0432.The dynamic height is computed by dividing the NAVD 88
 KL0432.geopotential number by the normal gravity value computed on the
 KL0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0432.degrees latitude (g = 980.6199 gals.).
 KL0432
 KL0432.The modeled gravity was interpolated from observed gravity values.
 KL0432
 KL0432;                    North         East    Units  Estimated Accuracy
 KL0432;SPC CO C     -   506,880.      795,770.      MT  (+/- 180 meters Scaled)
 KL0432
 KL0432                          SUPERSEDED SURVEY CONTROL
 KL0432
 KL0432  NGVD 29 (??/??/92) 1974.600  (m)         6478.33   (f) ADJ UNCH    2 0
 KL0432
 KL0432.Superseded values are not recommended for survey control.
 KL0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0432.See file dsdata.txt to determine how the superseded data were derived.
 KL0432
 KL0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD385901(NAD 83)
 KL0432_MARKER: DB = BENCH MARK DISK
 KL0432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KL0432_SP_SET: CULVERT
 KL0432_STAMPING: H 280 1951
 KL0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0432
 KL0432  HISTORY     - Date     Condition        Report By
 KL0432  HISTORY     - 1951     MONUMENTED       CGS
 KL0432  HISTORY     - 1979     GOOD             NGS
 KL0432
 KL0432                          STATION DESCRIPTION
 KL0432
 KL0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0432'3.2 MI SW FROM EAGLE.
 KL0432'0.1 MILE NORTH ALONG STATE HIGHWAY 307 FROM THE POST OFFICE AT EAGLE,
 KL0432'THENCE 3.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 24, 156 FEET SOUTH OF
 KL0432'RAILROAD MILEPOST 332, 114 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 KL0432'DENVER AND RIO GRANDE WESTERN RAILROAD, 18 FEET SOUTHEAST OF THE
 KL0432'CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHEAST END OF THE
 KL0432'SOUTHEAST HEADWALL OF A CONCRETE CULVERT UNDER THE HIGHWAY.
 KL0432
 KL0432                          STATION RECOVERY (1979)
 KL0432
 KL0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KL0432'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0102 ***********************************************************************
 KL0102  DESIGNATION -  H 281
 KL0102  PID         -  KL0102
 KL0102  STATE/COUNTY-  CO/EAGLE
 KL0102  USGS QUAD   -  VAIL PASS (1987)
 KL0102
 KL0102                         *CURRENT SURVEY CONTROL
 KL0102  ___________________________________________________________________
 KL0102* NAD 83(1986)-  39 32 59.     (N)    106 13 21.     (W)     SCALED    
 KL0102* NAVD 88     -      3181.702  (meters)   10438.63   (feet)  ADJUSTED  
 KL0102  ___________________________________________________________________
 KL0102  GEOID HEIGHT-         -12.47  (meters)                     GEOID03
 KL0102  DYNAMIC HT  -        3177.545 (meters)   10425.00  (feet)  COMP
 KL0102  MODELED GRAV-     979,203.8   (mgal)                       NAVD 88
 KL0102
 KL0102  VERT ORDER  -  SECOND    CLASS 0
 KL0102
 KL0102.The horizontal coordinates were scaled from a topographic map and have
 KL0102.an estimated accuracy of +/- 6 seconds.
 KL0102
 KL0102.The orthometric height was determined by differential leveling
 KL0102.and adjusted by the National Geodetic Survey in June 1991..
 KL0102
 KL0102.The geoid height was determined by GEOID03.
 KL0102
 KL0102.The dynamic height is computed by dividing the NAVD 88
 KL0102.geopotential number by the normal gravity value computed on the
 KL0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0102.degrees latitude (g = 980.6199 gals.).
 KL0102
 KL0102.The modeled gravity was interpolated from observed gravity values.
 KL0102
 KL0102;                    North         East    Units  Estimated Accuracy
 KL0102;SPC CO C     -   495,580.      852,300.      MT  (+/- 180 meters Scaled)
 KL0102
 KL0102                          SUPERSEDED SURVEY CONTROL
 KL0102
 KL0102  NGVD 29 (??/??/92) 3179.912  (m)        10432.76   (f) ADJ UNCH    2 0
 KL0102
 KL0102.Superseded values are not recommended for survey control.
 KL0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0102.See file dsdata.txt to determine how the superseded data were derived.
 KL0102
 KL0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD949784(NAD 83)
 KL0102_MARKER: DB = BENCH MARK DISK
 KL0102_SETTING: 80 = SET IN A BOULDER
 KL0102_SP_SET: BOULDER
 KL0102_STAMPING: H 281 1951
 KL0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0102+STABILITY: SURFACE MOTION
 KL0102
 KL0102  HISTORY     - Date     Condition        Report By
 KL0102  HISTORY     - 1951     MONUMENTED       CGS
 KL0102  HISTORY     - 1959     GOOD             DOD
 KL0102
 KL0102                          STATION DESCRIPTION
 KL0102
 KL0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0102'14.45 MI NW FROM KOKOMO.
 KL0102'8.0 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ITS JUNCTION WITH
 KL0102'COUNTY ROAD 304 AT KOKOMO, THENCE 6.45 MILES WEST ALONG U.S. HIGHWAY
 KL0102'6, 49 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET EAST
 KL0102'OF THE SOUTHEAST CORNER OF THE STONE HEADWALL OF A 24 INCH PIPE
 KL0102'CULVERT, 15 FEET WEST OF TWO 8 INCH PINE TREES, SET IN THE TOP OF THE
 KL0102'CENTER OF A 4X4 FOOT GRANITE BOULDER, 1 FOOT ABOVE THE GROUND. NOTE--
 KL0102'THE MARK IS 27 FEET SOUTHEAST OF THE CENTERLINE OF A DRAIN AND 6.4
 KL0102'FEET HIGHER.  51 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 6
 KL0102'AND 11.7 FEET HIGHER.
 KL0102
 KL0102                          STATION RECOVERY (1959)
 KL0102
 KL0102'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0391 ***********************************************************************
 KL0391  DESIGNATION -  H 282
 KL0391  PID         -  KL0391
 KL0391  STATE/COUNTY-  CO/PITKIN
 KL0391  USGS QUAD   -  NAST (1994)
 KL0391
 KL0391                         *CURRENT SURVEY CONTROL
 KL0391  ___________________________________________________________________
 KL0391* NAD 83(1986)-  39 17 05.     (N)    106 35 41.     (W)     SCALED    
 KL0391* NAVD 88     -      2743.649  (meters)    9001.46   (feet)  ADJUSTED  
 KL0391  ___________________________________________________________________
 KL0391  GEOID HEIGHT-         -12.87  (meters)                     GEOID03
 KL0391  DYNAMIC HT  -        2739.662 (meters)    8988.37  (feet)  COMP
 KL0391  MODELED GRAV-     979,078.6   (mgal)                       NAVD 88
 KL0391
 KL0391  VERT ORDER  -  SECOND    CLASS 0
 KL0391
 KL0391.The horizontal coordinates were scaled from a topographic map and have
 KL0391.an estimated accuracy of +/- 6 seconds.
 KL0391
 KL0391.The orthometric height was determined by differential leveling
 KL0391.and adjusted by the National Geodetic Survey in June 1991..
 KL0391
 KL0391.The geoid height was determined by GEOID03.
 KL0391
 KL0391.The dynamic height is computed by dividing the NAVD 88
 KL0391.geopotential number by the normal gravity value computed on the
 KL0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0391.degrees latitude (g = 980.6199 gals.).
 KL0391
 KL0391.The modeled gravity was interpolated from observed gravity values.
 KL0391
 KL0391;                    North         East    Units  Estimated Accuracy
 KL0391;SPC CO C     -   466,490.      819,960.      MT  (+/- 180 meters Scaled)
 KL0391
 KL0391                          SUPERSEDED SURVEY CONTROL
 KL0391
 KL0391  NGVD 29 (??/??/92) 2741.449  (m)         8994.24   (f) ADJ UNCH    2 0
 KL0391
 KL0391.Superseded values are not recommended for survey control.
 KL0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0391.See file dsdata.txt to determine how the superseded data were derived.
 KL0391
 KL0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD624495(NAD 83)
 KL0391_MARKER: DB = BENCH MARK DISK
 KL0391_SETTING: 80 = SET IN A BOULDER
 KL0391_SP_SET: BOULDER
 KL0391_STAMPING: H 282 1951
 KL0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0391+STABILITY: SURFACE MOTION
 KL0391
 KL0391  HISTORY     - Date     Condition        Report By
 KL0391  HISTORY     - 1951     MONUMENTED       CGS
 KL0391  HISTORY     - 1959     GOOD             DOD
 KL0391
 KL0391                          STATION DESCRIPTION
 KL0391
 KL0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0391'9.05 MI SE FROM THOMASVILLE.
 KL0391'7.5 MILES SOUTHEAST ALONG STATE HIGHWAY 104 FROM ITS JUNCTION WITH
 KL0391'STATE HIGHWAY 307 AT THOMASVILLE, THENCE 0.6 MILE SOUTH ALONG A ROAD
 KL0391'LEADING TO THE IVANHOE RESORT, THENCE 0.1 MILE SOUTHEAST ALONG A DIRT
 KL0391'ROAD LEADING TO A PRIVATE CABIN, THENCE 0.85 MILE SOUTHEAST BY HORSE
 KL0391'TRAIL ALONG THE FRYING PAN RIVER, 200 FEET SOUTHWEST OF THE SOUTHWEST
 KL0391'BANK OF THE FRYING PAN RIVER, IN A SMALL CLEARING, 75 FEET NORTH OF A
 KL0391'LONE 16 INCH PINE TREE, 14 FEET SOUTHWEST OF THE CENTER LINE OF THE
 KL0391'TRAIL, SET IN THE TOP OF THE CENTER OF A 6X6 FOOT GRANITE BOULDER, 1
 KL0391'FOOT ABOVE THE GROUND.
 KL0391
 KL0391                          STATION RECOVERY (1959)
 KL0391
 KL0391'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0164 ***********************************************************************
 KL0164  DESIGNATION -  H 283
 KL0164  PID         -  KL0164
 KL0164  STATE/COUNTY-  CO/LAKE
 KL0164  USGS QUAD   -  CLIMAX (1994)
 KL0164
 KL0164                         *CURRENT SURVEY CONTROL
 KL0164  ___________________________________________________________________
 KL0164* NAD 83(1986)-  39 21 17.     (N)    106 12 44.     (W)     SCALED    
 KL0164* NAVD 88     -      3231.769  (meters)   10602.90   (feet)  ADJUSTED  
 KL0164  ___________________________________________________________________
 KL0164  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 KL0164  DYNAMIC HT  -        3227.388 (meters)   10588.52  (feet)  COMP
 KL0164  MODELED GRAV-     979,153.5   (mgal)                       NAVD 88
 KL0164
 KL0164  VERT ORDER  -  FIRST     CLASS II
 KL0164
 KL0164.The horizontal coordinates were scaled from a topographic map and have
 KL0164.an estimated accuracy of +/- 6 seconds.
 KL0164
 KL0164.The orthometric height was determined by differential leveling
 KL0164.and adjusted by the National Geodetic Survey in June 1991..
 KL0164
 KL0164.The geoid height was determined by GEOID03.
 KL0164
 KL0164.The dynamic height is computed by dividing the NAVD 88
 KL0164.geopotential number by the normal gravity value computed on the
 KL0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0164.degrees latitude (g = 980.6199 gals.).
 KL0164
 KL0164.The modeled gravity was interpolated from observed gravity values.
 KL0164
 KL0164;                    North         East    Units  Estimated Accuracy
 KL0164;SPC CO C     -   473,930.      853,020.      MT  (+/- 180 meters Scaled)
 KL0164
 KL0164                          SUPERSEDED SURVEY CONTROL
 KL0164
 KL0164  NGVD 29 (??/??/92) 3229.890  (m)        10596.73   (f) ADJ UNCH    1 2
 KL0164
 KL0164.Superseded values are not recommended for survey control.
 KL0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0164.See file dsdata.txt to determine how the superseded data were derived.
 KL0164
 KL0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD955568(NAD 83)
 KL0164_MARKER: DB = BENCH MARK DISK
 KL0164_SETTING: 80 = SET IN A BOULDER
 KL0164_SP_SET: BOULDER
 KL0164_STAMPING: H 283 1951
 KL0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0164+STABILITY: SURFACE MOTION
 KL0164
 KL0164  HISTORY     - Date     Condition        Report By
 KL0164  HISTORY     - 1951     MONUMENTED       CGS
 KL0164  HISTORY     - 1970     GOOD             USGS
 KL0164
 KL0164                          STATION DESCRIPTION
 KL0164
 KL0164'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KL0164'9.85 MI NE FROM LEADVILLE.
 KL0164'2.8 MI. SW ALONG STATE HIGHWAY 91 FROM THE ENTRANCE TO THE CLIMAX
 KL0164'MOLYBDENUM COMPANY MINE AT CLIMAX.  LEADVILLE, 1.3 MILES NORTHEAST
 KL0164'ALONG U.S. HIGHWAY 24, THENCE 8.55 MILES NORTHEAST ALONG STATE HIGHWAY
 KL0164'91 FROM THE COURTHOUSE AT, 0.7 MILES NORTHEAST ALONG OLD HIGHWAY 91
 KL0164'FROM THE JCT. WITH NEW HIGHWAY, 1.8 MILES SOUTHWEST ALONG HIGHWAY 91
 KL0164'THENCE 1.0 MILE SOUTHWEST ALONG OLD HIGHWAY FROM THE SUMMIT OF FREMONT
 KL0164'PASS, 59 FT. SOUTH AND 7 FT. LOWER THAN CENTERLINE OF ROAD, SET IN THE
 KL0164'TOP OF THE CENTER OF A 4 X 6 FOOT GRANITE BOULDER PROJECTING 1 FT., A
 KL0164'STANDARD DISK STAMPED H 283 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0203 ***********************************************************************
 KL0203  DESIGNATION -  H 284
 KL0203  PID         -  KL0203
 KL0203  STATE/COUNTY-  CO/PARK
 KL0203  USGS QUAD   -  CLIMAX (1994)
 KL0203
 KL0203                         *CURRENT SURVEY CONTROL
 KL0203  ___________________________________________________________________
 KL0203* NAD 83(1986)-  39 16 50.     (N)    106 10 19.     (W)     SCALED    
 KL0203* NAVD 88     -      3761.874  (meters)   12342.08   (feet)  ADJUSTED  
 KL0203  ___________________________________________________________________
 KL0203  GEOID HEIGHT-         -12.87  (meters)                     GEOID03
 KL0203  DYNAMIC HT  -        3756.389 (meters)   12324.09  (feet)  COMP
 KL0203  MODELED GRAV-     979,030.5   (mgal)                       NAVD 88
 KL0203
 KL0203  VERT ORDER  -  SECOND    CLASS 0
 KL0203
 KL0203.The horizontal coordinates were scaled from a topographic map and have
 KL0203.an estimated accuracy of +/- 6 seconds.
 KL0203
 KL0203.The orthometric height was determined by differential leveling
 KL0203.and adjusted by the National Geodetic Survey in June 1991..
 KL0203
 KL0203.The geoid height was determined by GEOID03.
 KL0203
 KL0203.The dynamic height is computed by dividing the NAVD 88
 KL0203.geopotential number by the normal gravity value computed on the
 KL0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0203.degrees latitude (g = 980.6199 gals.).
 KL0203
 KL0203.The modeled gravity was interpolated from observed gravity values.
 KL0203
 KL0203;                    North         East    Units  Estimated Accuracy
 KL0203;SPC CO C     -   465,670.      856,430.      MT  (+/- 180 meters Scaled)
 KL0203
 KL0203                          SUPERSEDED SURVEY CONTROL
 KL0203
 KL0203  NGVD 29 (??/??/92) 3759.724  (m)        12335.03   (f) ADJ UNCH    2 0
 KL0203
 KL0203.Superseded values are not recommended for survey control.
 KL0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0203.See file dsdata.txt to determine how the superseded data were derived.
 KL0203
 KL0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD989485(NAD 83)
 KL0203_MARKER: DB = BENCH MARK DISK
 KL0203_SETTING: 80 = SET IN A BOULDER
 KL0203_SP_SET: BOULDER
 KL0203_STAMPING: H 284 1951
 KL0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0203+STABILITY: SURFACE MOTION
 KL0203
 KL0203  HISTORY     - Date     Condition        Report By
 KL0203  HISTORY     - 1951     MONUMENTED       CGS
 KL0203  HISTORY     - 1970     MARK NOT FOUND   USGS
 KL0203
 KL0203                          STATION DESCRIPTION
 KL0203
 KL0203'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0203'8.25 MI W FROM ALMA.
 KL0203'0.35 MILE SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 KL0203'ALMA, THENCE 6.5 MILES WEST ALONG A GRAVELED ROAD, THENCE 1.4 MILES
 KL0203'WEST ALONG A WINDING TRACK ROAD, 8 FEET SOUTHWEST OF THE CENTER LINE
 KL0203'OF THE TRACK ROAD, 6 FEET NORTHWEST OF A SIGN READING FAIRPLAY 13
 KL0203'MILES, 120 FEET NORTHWEST OF THE NORTHWEST EDGE OF A SWAMP, SET IN THE
 KL0203'TOP OF THE CENTER OF A 4X4 FOOT BOULDER, FLUSH WITH THE GROUND. NOTE--
 KL0203'1.0 MILE EAST OF BENCH MARK J 284.
 KL0203
 KL0203                          STATION RECOVERY (1970)
 KL0203
 KL0203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 KL0203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0680 ***********************************************************************
 JK0680  DESIGNATION -  H 285
 JK0680  PID         -  JK0680
 JK0680  STATE/COUNTY-  CO/CHAFFEE
 JK0680  USGS QUAD   -  CAMERON MOUNTAIN (1994)
 JK0680
 JK0680                         *CURRENT SURVEY CONTROL
 JK0680  ___________________________________________________________________
 JK0680* NAD 83(1986)-  38 38 58.     (N)    105 54 53.     (W)     SCALED    
 JK0680* NAVD 88     -      3007.615  (meters)    9867.48   (feet)  ADJUSTED  
 JK0680  ___________________________________________________________________
 JK0680  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 JK0680  DYNAMIC HT  -        3003.649 (meters)    9854.47  (feet)  COMP
 JK0680  MODELED GRAV-     979,199.0   (mgal)                       NAVD 88
 JK0680
 JK0680  VERT ORDER  -  SECOND    CLASS 0
 JK0680
 JK0680.The horizontal coordinates were scaled from a topographic map and have
 JK0680.an estimated accuracy of +/- 6 seconds.
 JK0680
 JK0680.The orthometric height was determined by differential leveling
 JK0680.and adjusted by the National Geodetic Survey in June 1991..
 JK0680
 JK0680.The geoid height was determined by GEOID03.
 JK0680
 JK0680.The dynamic height is computed by dividing the NAVD 88
 JK0680.geopotential number by the normal gravity value computed on the
 JK0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0680.degrees latitude (g = 980.6199 gals.).
 JK0680
 JK0680.The modeled gravity was interpolated from observed gravity values.
 JK0680
 JK0680;                    North         East    Units  Estimated Accuracy
 JK0680;SPC CO C     -   395,480.      878,300.      MT  (+/- 180 meters Scaled)
 JK0680
 JK0680                          SUPERSEDED SURVEY CONTROL
 JK0680
 JK0680  NGVD 29 (??/??/92) 3005.984  (m)         9862.13   (f) ADJ UNCH    2 0
 JK0680
 JK0680.Superseded values are not recommended for survey control.
 JK0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0680.See file dsdata.txt to determine how the superseded data were derived.
 JK0680
 JK0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC204782(NAD 83)
 JK0680_MARKER: DB = BENCH MARK DISK
 JK0680_SETTING: 66 = SET IN ROCK OUTCROP
 JK0680_SP_SET: GRANITE OUTCROP
 JK0680_STAMPING: H 285 1951
 JK0680_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0680+STABILITY: POSITION/ELEVATION WELL
 JK0680
 JK0680  HISTORY     - Date     Condition        Report By
 JK0680  HISTORY     - 1951     MONUMENTED       CGS
 JK0680
 JK0680                          STATION DESCRIPTION
 JK0680
 JK0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0680'11.9 MI NE FROM SALIDA.
 JK0680'1.0 MILE NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0680'RAILROAD FROM THE STATION AT SALIDA, THENCE 10.9 MILES NORTHEAST
 JK0680'ALONG THE UTE TRAIL, 0.3 MILE SOUTHWEST OF THE FREMONT COUNTY
 JK0680'LINE, 60 FEET SOUTHEAST OF THE CENTER OF A WOODEN GATE, 39 FEET
 JK0680'EAST OF THE CENTER LINE OF A TRACK ROAD LEADING NORTHEAST,
 JK0680'36 FEET NORTH OF THE CENTER LINE OF THE UTE TRAIL, 24 FEET
 JK0680'SOUTHWEST OF A FENCE, ON THE OUTSIDE OF A CURVE IN THE ROAD,
 JK0680'FLUSH WITH THE GROUND, SET IN THE TOP OF A GRANITE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0695 ***********************************************************************
 JK0695  DESIGNATION -  H 286
 JK0695  PID         -  JK0695
 JK0695  STATE/COUNTY-  CO/FREMONT
 JK0695  USGS QUAD   -  BLACK MOUNTAIN (1994)
 JK0695
 JK0695                         *CURRENT SURVEY CONTROL
 JK0695  ___________________________________________________________________
 JK0695* NAD 83(1986)-  38 38 41.     (N)    105 43 08.     (W)     SCALED    
 JK0695* NAVD 88     -      2819.682  (meters)    9250.91   (feet)  ADJUSTED  
 JK0695  ___________________________________________________________________
 JK0695  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 JK0695  DYNAMIC HT  -        2816.029 (meters)    9238.92  (feet)  COMP
 JK0695  MODELED GRAV-     979,229.9   (mgal)                       NAVD 88
 JK0695
 JK0695  VERT ORDER  -  SECOND    CLASS 0
 JK0695
 JK0695.The horizontal coordinates were scaled from a topographic map and have
 JK0695.an estimated accuracy of +/- 6 seconds.
 JK0695
 JK0695.The orthometric height was determined by differential leveling
 JK0695.and adjusted by the National Geodetic Survey in June 1991..
 JK0695
 JK0695.The geoid height was determined by GEOID03.
 JK0695
 JK0695.The dynamic height is computed by dividing the NAVD 88
 JK0695.geopotential number by the normal gravity value computed on the
 JK0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0695.degrees latitude (g = 980.6199 gals.).
 JK0695
 JK0695.The modeled gravity was interpolated from observed gravity values.
 JK0695
 JK0695;                    North         East    Units  Estimated Accuracy
 JK0695;SPC CO C     -   394,890.      895,350.      MT  (+/- 180 meters Scaled)
 JK0695
 JK0695                          SUPERSEDED SURVEY CONTROL
 JK0695
 JK0695  NGVD 29 (??/??/92) 2818.118  (m)         9245.78   (f) ADJ UNCH    2 0
 JK0695
 JK0695.Superseded values are not recommended for survey control.
 JK0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0695.See file dsdata.txt to determine how the superseded data were derived.
 JK0695
 JK0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC374775(NAD 83)
 JK0695_MARKER: DB = BENCH MARK DISK
 JK0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0695_STAMPING: H 286 1951
 JK0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0695+STABILITY: SURFACE MOTION
 JK0695
 JK0695  HISTORY     - Date     Condition        Report By
 JK0695  HISTORY     - 1951     MONUMENTED       CGS
 JK0695
 JK0695                          STATION DESCRIPTION
 JK0695
 JK0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0695'24.5 MI NE FROM SALIDA.
 JK0695'1.0 MILE NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0695'RAILROAD FROM THE STATION AT SALIDA, THENCE 23.5 MILES NORTHEAST
 JK0695'ALONG THE UTE TRAIL, 0.2 MILE NORTHEAST OF A SMALL WOODEN BRIDGE,
 JK0695'33 FEET WEST OF THE CENTER LINE OF THE UTE TRAIL, 28 FEET SOUTHEAST
 JK0695'OF THE CENTER LINE OF A DIM TRAIL LEADING NORTHWEST, 3 FEET
 JK0695'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 JK0695'WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0457 ***********************************************************************
 JK0457  DESIGNATION -  H 287
 JK0457  PID         -  JK0457
 JK0457  STATE/COUNTY-  CO/FREMONT
 JK0457  USGS QUAD   -  COVER MOUNTAIN (1983)
 JK0457
 JK0457                         *CURRENT SURVEY CONTROL
 JK0457  ___________________________________________________________________
 JK0457* NAD 83(1986)-  38 38 28.     (N)    105 28 19.     (W)     SCALED    
 JK0457* NAVD 88     -      2314.585  (meters)    7593.77   (feet)  ADJUSTED  
 JK0457  ___________________________________________________________________
 JK0457  GEOID HEIGHT-         -14.67  (meters)                     GEOID03
 JK0457  DYNAMIC HT  -        2311.808 (meters)    7584.66  (feet)  COMP
 JK0457  MODELED GRAV-     979,345.4   (mgal)                       NAVD 88
 JK0457
 JK0457  VERT ORDER  -  SECOND    CLASS 0
 JK0457
 JK0457.The horizontal coordinates were scaled from a topographic map and have
 JK0457.an estimated accuracy of +/- 6 seconds.
 JK0457
 JK0457.The orthometric height was determined by differential leveling
 JK0457.and adjusted by the National Geodetic Survey in June 1991..
 JK0457
 JK0457.The geoid height was determined by GEOID03.
 JK0457
 JK0457.The dynamic height is computed by dividing the NAVD 88
 JK0457.geopotential number by the normal gravity value computed on the
 JK0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0457.degrees latitude (g = 980.6199 gals.).
 JK0457
 JK0457.The modeled gravity was interpolated from observed gravity values.
 JK0457
 JK0457;                    North         East    Units  Estimated Accuracy
 JK0457;SPC CO C     -   394,470.      916,840.      MT  (+/- 180 meters Scaled)
 JK0457
 JK0457                          SUPERSEDED SURVEY CONTROL
 JK0457
 JK0457  NGVD 29 (??/??/92) 2313.259  (m)         7589.42   (f) ADJ UNCH    2 0
 JK0457
 JK0457.Superseded values are not recommended for survey control.
 JK0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0457.See file dsdata.txt to determine how the superseded data were derived.
 JK0457
 JK0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC589770(NAD 83)
 JK0457_MARKER: DB = BENCH MARK DISK
 JK0457_SETTING: 80 = SET IN A BOULDER
 JK0457_SP_SET: BOULDER
 JK0457_STAMPING: H 287 1951
 JK0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0457+STABILITY: SURFACE MOTION
 JK0457
 JK0457  HISTORY     - Date     Condition        Report By
 JK0457  HISTORY     - 1951     MONUMENTED       CGS
 JK0457  HISTORY     - 1976     MARK NOT FOUND   USGS
 JK0457
 JK0457                          STATION DESCRIPTION
 JK0457
 JK0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0457'8.9 MI SE FROM GUFFEY.
 JK0457'1.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 JK0457'GUFFEY, THENCE 7.5 MILES SOUTHEAST ALONG STATE HIGHWAY 9, 225
 JK0457'FEET NORTH OF THE CENTER OF A WIRE GATE, 120 FEET EAST OF THE
 JK0457'CENTER LINE OF THE HIGHWAY, 90 FEET EAST OF A FENCE, ON THE WEST
 JK0457'BANK OF A SMALL STREAM, 4 FEET BELOW THE LEVEL OF THE HIGHWAY,
 JK0457'3 FEET ABOVE THE GROUND, SET IN THE TOP OF THE CENTER OF A
 JK0457'4X4 FOOT GRANITE BOULDER.
 JK0457
 JK0457                          STATION RECOVERY (1976)
 JK0457
 JK0457'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JK0457'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0704 ***********************************************************************
 JK0704  DESIGNATION -  H 288
 JK0704  PID         -  JK0704
 JK0704  STATE/COUNTY-  CO/FREMONT
 JK0704  USGS QUAD   -  BLACK MOUNTAIN (1994)
 JK0704
 JK0704                         *CURRENT SURVEY CONTROL
 JK0704  ___________________________________________________________________
 JK0704* NAD 83(1986)-  38 41 59.     (N)    105 38 58.     (W)     SCALED    
 JK0704* NAVD 88     -      2867.527  (meters)    9407.88   (feet)  ADJUSTED  
 JK0704  ___________________________________________________________________
 JK0704  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 JK0704  DYNAMIC HT  -        2863.823 (meters)    9395.73  (feet)  COMP
 JK0704  MODELED GRAV-     979,231.5   (mgal)                       NAVD 88
 JK0704
 JK0704  VERT ORDER  -  SECOND    CLASS 0
 JK0704
 JK0704.The horizontal coordinates were scaled from a topographic map and have
 JK0704.an estimated accuracy of +/- 6 seconds.
 JK0704
 JK0704.The orthometric height was determined by differential leveling
 JK0704.and adjusted by the National Geodetic Survey in June 1991..
 JK0704
 JK0704.The geoid height was determined by GEOID03.
 JK0704
 JK0704.The dynamic height is computed by dividing the NAVD 88
 JK0704.geopotential number by the normal gravity value computed on the
 JK0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0704.degrees latitude (g = 980.6199 gals.).
 JK0704
 JK0704.The modeled gravity was interpolated from observed gravity values.
 JK0704
 JK0704;                    North         East    Units  Estimated Accuracy
 JK0704;SPC CO C     -   400,990.      901,400.      MT  (+/- 180 meters Scaled)
 JK0704
 JK0704                          SUPERSEDED SURVEY CONTROL
 JK0704
 JK0704  NGVD 29 (??/??/92) 2865.980  (m)         9402.80   (f) ADJ UNCH    2 0
 JK0704
 JK0704.Superseded values are not recommended for survey control.
 JK0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0704.See file dsdata.txt to determine how the superseded data were derived.
 JK0704
 JK0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC435836(NAD 83)
 JK0704_MARKER: DB = BENCH MARK DISK
 JK0704_SETTING: 80 = SET IN A BOULDER
 JK0704_SP_SET: BOULDER
 JK0704_STAMPING: H 288 1951
 JK0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0704+STABILITY: SURFACE MOTION
 JK0704
 JK0704  HISTORY     - Date     Condition        Report By
 JK0704  HISTORY     - 1951     MONUMENTED       CGS
 JK0704
 JK0704                          STATION DESCRIPTION
 JK0704
 JK0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0704'11.2 MI SW FROM GUFFEY.
 JK0704'1.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT GUFFEY,
 JK0704'THENCE 1.6 MILES NORTHWEST ALONG STATE HIGHWAY 9, THENCE 8.25 MILES
 JK0704'SOUTHWEST ALONG A GRAVELED ROAD, 250 FEET SOUTH OF A CURVE IN THE
 JK0704'ROAD, 0.35 MILE NORTHEAST OF A WIRE GATE, 127 FEET EAST OF THE
 JK0704'CENTER LINE OF THE ROAD, ON A ROCKY KNOLL, 10 FEET ABOVE THE LEVEL
 JK0704'OF THE ROAD, 1 FOOT ABOVE THE GROUND, SET IN THE TOP OF THE CENTER
 JK0704'OF A LARGE GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0719 ***********************************************************************
 JK0719  DESIGNATION -  H 289
 JK0719  PID         -  JK0719
 JK0719  STATE/COUNTY-  CO/PARK
 JK0719  USGS QUAD   -  ANTERO RESERVOIR NE (1979)
 JK0719
 JK0719                         *CURRENT SURVEY CONTROL
 JK0719  ___________________________________________________________________
 JK0719* NAD 83(1986)-  38 59 29.     (N)    105 45 31.     (W)     SCALED    
 JK0719* NAVD 88     -      2704.202  (meters)    8872.04   (feet)  ADJUSTED  
 JK0719  ___________________________________________________________________
 JK0719  GEOID HEIGHT-         -13.78  (meters)                     GEOID03
 JK0719  DYNAMIC HT  -        2700.833 (meters)    8860.98  (feet)  COMP
 JK0719  MODELED GRAV-     979,283.4   (mgal)                       NAVD 88
 JK0719
 JK0719  VERT ORDER  -  SECOND    CLASS 0
 JK0719
 JK0719.The horizontal coordinates were scaled from a topographic map and have
 JK0719.an estimated accuracy of +/- 6 seconds.
 JK0719
 JK0719.The orthometric height was determined by differential leveling
 JK0719.and adjusted by the National Geodetic Survey in June 1991..
 JK0719
 JK0719.The geoid height was determined by GEOID03.
 JK0719
 JK0719.The dynamic height is computed by dividing the NAVD 88
 JK0719.geopotential number by the normal gravity value computed on the
 JK0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0719.degrees latitude (g = 980.6199 gals.).
 JK0719
 JK0719.The modeled gravity was interpolated from observed gravity values.
 JK0719
 JK0719;                    North         East    Units  Estimated Accuracy
 JK0719;SPC CO C     -   433,390.      892,000.      MT  (+/- 180 meters Scaled)
 JK0719
 JK0719                          SUPERSEDED SURVEY CONTROL
 JK0719
 JK0719  NGVD 29 (??/??/92) 2702.688  (m)         8867.07   (f) ADJ UNCH    2 0
 JK0719
 JK0719.Superseded values are not recommended for survey control.
 JK0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0719.See file dsdata.txt to determine how the superseded data were derived.
 JK0719
 JK0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD343160(NAD 83)
 JK0719_MARKER: DB = BENCH MARK DISK
 JK0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0719_STAMPING: H 289 1951
 JK0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0719+STABILITY: SURFACE MOTION
 JK0719
 JK0719  HISTORY     - Date     Condition        Report By
 JK0719  HISTORY     - 1951     MONUMENTED       CGS
 JK0719
 JK0719                          STATION DESCRIPTION
 JK0719
 JK0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0719'2.9 MI SE FROM HARTSEL.
 JK0719'2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 9 FROM ITS JUNCTION WITH
 JK0719'U.S. HIGHWAY 24 AT HARTSEL, 400 YARDS WEST OF AN ABANDONED HOUSE.
 JK0719'300 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET
 JK0719'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 JK0719'PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0260 ***********************************************************************
 LM0260  DESIGNATION -  H 29
 LM0260  PID         -  LM0260
 LM0260  STATE/COUNTY-  CO/ROUTT
 LM0260  USGS QUAD   -  TOPONAS (1972)
 LM0260
 LM0260                         *CURRENT SURVEY CONTROL
 LM0260  ___________________________________________________________________
 LM0260* NAD 83(1986)-  40 01 40.     (N)    106 46 19.     (W)     SCALED    
 LM0260* NAVD 88     -      2477.638  (meters)    8128.72   (feet)  ADJUSTED  
 LM0260  ___________________________________________________________________
 LM0260  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 LM0260  DYNAMIC HT  -        2474.885 (meters)    8119.69  (feet)  COMP
 LM0260  MODELED GRAV-     979,425.5   (mgal)                       NAVD 88
 LM0260
 LM0260  VERT ORDER  -  FIRST     CLASS II
 LM0260
 LM0260.The horizontal coordinates were scaled from a topographic map and have
 LM0260.an estimated accuracy of +/- 6 seconds.
 LM0260
 LM0260.The orthometric height was determined by differential leveling
 LM0260.and adjusted by the National Geodetic Survey in June 1991..
 LM0260
 LM0260.The geoid height was determined by GEOID03.
 LM0260
 LM0260.The dynamic height is computed by dividing the NAVD 88
 LM0260.geopotential number by the normal gravity value computed on the
 LM0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0260.degrees latitude (g = 980.6199 gals.).
 LM0260
 LM0260.The modeled gravity was interpolated from observed gravity values.
 LM0260
 LM0260;                    North         East    Units  Estimated Accuracy
 LM0260;SPC CO N     -   382,680.      805,840.      MT  (+/- 180 meters Scaled)
 LM0260
 LM0260                          SUPERSEDED SURVEY CONTROL
 LM0260
 LM0260  NGVD 29 (??/??/92) 2476.156  (m)         8123.86   (f) ADJ UNCH    1 2
 LM0260
 LM0260.Superseded values are not recommended for survey control.
 LM0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0260.See file dsdata.txt to determine how the superseded data were derived.
 LM0260
 LM0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE488323(NAD 83)
 LM0260_MARKER: DB = BENCH MARK DISK
 LM0260_SETTING: 0 = UNSPECIFIED SETTING
 LM0260_STAMPING: H 29 1933
 LM0260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0260
 LM0260  HISTORY     - Date     Condition        Report By
 LM0260  HISTORY     - 1933     MONUMENTED       CGS
 LM0260
 LM0260                          STATION DESCRIPTION
 LM0260
 LM0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LM0260'2.9 MI S FROM TOPONAS.
 LM0260'2.9 MILES SOUTH ALONG THE DENVER AND SALT LAKE RAILWAY FROM TOPONAS, 5
 LM0260'1/2 POLES SOUTH OF MILEPOST 150, AT THE TOPONAS-VOLCANO ROAD CROSSING,
 LM0260'200 FEET NORTH OF A WATER TANK, 24 FEET EAST OF THE EAST RAIL OF THE
 LM0260'TRACK, 34 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND 1 1/2 FEET
 LM0260'SOUTH OF A FENCE PARALLELING THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0392 ***********************************************************************
 JK0392  DESIGNATION -  H 290
 JK0392  PID         -  JK0392
 JK0392  STATE/COUNTY-  CO/PARK
 JK0392  USGS QUAD   -  WITCHER MOUNTAIN (1984)
 JK0392
 JK0392                         *CURRENT SURVEY CONTROL
 JK0392  ___________________________________________________________________
 JK0392* NAD 83(1986)-  38 46 13.     (N)    105 22 34.     (W)     SCALED    
 JK0392* NAVD 88     -      2545.257  (meters)    8350.56   (feet)  ADJUSTED  
 JK0392  ___________________________________________________________________
 JK0392  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 JK0392  DYNAMIC HT  -        2542.186 (meters)    8340.49  (feet)  COMP
 JK0392  MODELED GRAV-     979,329.1   (mgal)                       NAVD 88
 JK0392
 JK0392  VERT ORDER  -  SECOND    CLASS 0
 JK0392
 JK0392.The horizontal coordinates were scaled from a topographic map and have
 JK0392.an estimated accuracy of +/- 6 seconds.
 JK0392
 JK0392.The orthometric height was determined by differential leveling
 JK0392.and adjusted by the National Geodetic Survey in June 1991..
 JK0392
 JK0392.The geoid height was determined by GEOID03.
 JK0392
 JK0392.The dynamic height is computed by dividing the NAVD 88
 JK0392.geopotential number by the normal gravity value computed on the
 JK0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0392.degrees latitude (g = 980.6199 gals.).
 JK0392
 JK0392.The modeled gravity was interpolated from observed gravity values.
 JK0392
 JK0392;                    North         East    Units  Estimated Accuracy
 JK0392;SPC CO C     -   408,820.      925,170.      MT  (+/- 180 meters Scaled)
 JK0392
 JK0392                          SUPERSEDED SURVEY CONTROL
 JK0392
 JK0392  NGVD 29 (??/??/92) 2543.923  (m)         8346.19   (f) ADJ UNCH    2 0
 JK0392
 JK0392.Superseded values are not recommended for survey control.
 JK0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0392.See file dsdata.txt to determine how the superseded data were derived.
 JK0392
 JK0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC673913(NAD 83)
 JK0392_MARKER: DB = BENCH MARK DISK
 JK0392_SETTING: 80 = SET IN A BOULDER
 JK0392_SP_SET: BOULDER
 JK0392_STAMPING: H 290 1951
 JK0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0392+STABILITY: SURFACE MOTION
 JK0392
 JK0392  HISTORY     - Date     Condition        Report By
 JK0392  HISTORY     - 1951     MONUMENTED       CGS
 JK0392  HISTORY     - 1976     GOOD             USGS
 JK0392
 JK0392                          STATION DESCRIPTION
 JK0392
 JK0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0392'9.8 MI NE FROM GUFFEY.
 JK0392'9.8 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 JK0392'GUFFEY, 90 FEET SOUTH OF A JOG IN THE RIGHT OF WAY FENCE, 75 FEET
 JK0392'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 30 FEET SOUTHEAST OF A
 JK0392'FENCE, 15 FEET SOUTHEAST OF A TELEPHONE POLE, 25 FEET ABOVE THE
 JK0392'LEVEL OF THE ROAD, 3 FEET ABOVE THE GROUND, SET IN THE TOP OF A
 JK0392'3X5 FOOT GRANITE BOULDER.
 JK0392
 JK0392                          STATION RECOVERY (1976)
 JK0392
 JK0392'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JK0392'GUFFEY, 9.8 MILES NORTHEAST OF ALONG A GRAVELED ROAD, 0.3 MI WEST OF
 JK0392'THE NE. COR. OF SEC. 7, T 15 S., R.71 W., ON THE NORTHEAST SLOPE OF A
 JK0392'STEEP HILL, 171 FT EAST OF A T-RD. NW., 75 FT SE. OF AND 20 FT HIGHER
 JK0392'THAN C/L RD., 43 FT SE. OF A FENCE, SET IN THE TOP OF A 3X5 FT
 JK0392'GRANITE BOULDER, A STANDARD TABLET STAMPED H 290 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0421 ***********************************************************************
 JK0421  DESIGNATION -  H 291
 JK0421  PID         -  JK0421
 JK0421  STATE/COUNTY-  CO/TELLER
 JK0421  USGS QUAD   -  BIG BULL MOUNTAIN (1994)
 JK0421
 JK0421                         *CURRENT SURVEY CONTROL
 JK0421  ___________________________________________________________________
 JK0421* NAD 83(1986)-  38 44 47.     (N)    105 05 59.     (W)     SCALED    
 JK0421* NAVD 88     -      2977.013  (meters)    9767.08   (feet)  ADJUSTED  
 JK0421  ___________________________________________________________________
 JK0421  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 JK0421  DYNAMIC HT  -        2973.232 (meters)    9754.68  (feet)  COMP
 JK0421  MODELED GRAV-     979,248.3   (mgal)                       NAVD 88
 JK0421
 JK0421  VERT ORDER  -  SECOND    CLASS 0
 JK0421
 JK0421.The horizontal coordinates were scaled from a topographic map and have
 JK0421.an estimated accuracy of +/- 6 seconds.
 JK0421
 JK0421.The orthometric height was determined by differential leveling
 JK0421.and adjusted by the National Geodetic Survey in June 1991..
 JK0421
 JK0421.The geoid height was determined by GEOID03.
 JK0421
 JK0421.The dynamic height is computed by dividing the NAVD 88
 JK0421.geopotential number by the normal gravity value computed on the
 JK0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0421.degrees latitude (g = 980.6199 gals.).
 JK0421
 JK0421.The modeled gravity was interpolated from observed gravity values.
 JK0421
 JK0421;                    North         East    Units  Estimated Accuracy
 JK0421;SPC CO C     -   406,230.      949,200.      MT  (+/- 180 meters Scaled)
 JK0421
 JK0421                          SUPERSEDED SURVEY CONTROL
 JK0421
 JK0421  NGVD 29 (??/??/92) 2975.594  (m)         9762.43   (f) ADJ UNCH    2 0
 JK0421
 JK0421.Superseded values are not recommended for survey control.
 JK0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0421.See file dsdata.txt to determine how the superseded data were derived.
 JK0421
 JK0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC913886(NAD 83)
 JK0421_MARKER: DB = BENCH MARK DISK
 JK0421_SETTING: 80 = SET IN A BOULDER
 JK0421_SP_SET: BOULDER
 JK0421_STAMPING: H 291 1951
 JK0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0421+STABILITY: SURFACE MOTION
 JK0421
 JK0421  HISTORY     - Date     Condition        Report By
 JK0421  HISTORY     - 1951     MONUMENTED       CGS
 JK0421  HISTORY     - 1954     GOOD             NGS
 JK0421
 JK0421                          STATION DESCRIPTION
 JK0421
 JK0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0421'6.6 MI E FROM CRIPPLE CREEK.
 JK0421'1.9 MILES NORTH ALONG STATE HIGHWAY 67 FROM THE COURTHOUSE
 JK0421'AT CRIPPLE CREEK, THENCE 4.7 MILES EAST ALONG STATE HIGHWAY
 JK0421'336, 85 FEET SOUTHWEST OF A FENCE CORNER, 23 FEET NORTHWEST
 JK0421'OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT ABOVE THE GROUND,
 JK0421'SET IN THE TOP OF A 3X6 FOOT GRANITE BOULDER.
 JK0421
 JK0421                          STATION RECOVERY (1954)
 JK0421
 JK0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JK0421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0255 ***********************************************************************
 JK0255  DESIGNATION -  H 292
 JK0255  PID         -  JK0255
 JK0255  STATE/COUNTY-  CO/EL PASO
 JK0255  USGS QUAD   -  MANITOU SPRINGS (1994)
 JK0255
 JK0255                         *CURRENT SURVEY CONTROL
 JK0255  ___________________________________________________________________
 JK0255* NAD 83(1986)-  38 45 45.     (N)    104 54 34.     (W)     SCALED    
 JK0255* NAVD 88     -      2478.725  (meters)    8132.28   (feet)  ADJUSTED  
 JK0255  ___________________________________________________________________
 JK0255  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 JK0255  DYNAMIC HT  -        2475.756 (meters)    8122.54  (feet)  COMP
 JK0255  MODELED GRAV-     979,340.0   (mgal)                       NAVD 88
 JK0255
 JK0255  VERT ORDER  -  SECOND    CLASS 0
 JK0255
 JK0255.The horizontal coordinates were scaled from a topographic map and have
 JK0255.an estimated accuracy of +/- 6 seconds.
 JK0255
 JK0255.The orthometric height was determined by differential leveling
 JK0255.and adjusted by the National Geodetic Survey in June 1991..
 JK0255
 JK0255.The geoid height was determined by GEOID03.
 JK0255
 JK0255.The dynamic height is computed by dividing the NAVD 88
 JK0255.geopotential number by the normal gravity value computed on the
 JK0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0255.degrees latitude (g = 980.6199 gals.).
 JK0255
 JK0255.The modeled gravity was interpolated from observed gravity values.
 JK0255
 JK0255;                    North         East    Units  Estimated Accuracy
 JK0255;SPC CO C     -   408,110.      965,730.      MT  (+/- 180 meters Scaled)
 JK0255
 JK0255                          SUPERSEDED SURVEY CONTROL
 JK0255
 JK0255  NGVD 29 (??/??/92) 2477.452  (m)         8128.11   (f) ADJ UNCH    2 0
 JK0255
 JK0255.Superseded values are not recommended for survey control.
 JK0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0255.See file dsdata.txt to determine how the superseded data were derived.
 JK0255
 JK0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC078904(NAD 83)
 JK0255_MARKER: DB = BENCH MARK DISK
 JK0255_SETTING: 80 = SET IN A BOULDER
 JK0255_STAMPING: H 292 1951
 JK0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0255+STABILITY: SURFACE MOTION
 JK0255
 JK0255  HISTORY     - Date     Condition        Report By
 JK0255  HISTORY     - 1951     MONUMENTED       CGS
 JK0255  HISTORY     - 1954     GOOD             NGS
 JK0255
 JK0255                          STATION DESCRIPTION
 JK0255
 JK0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0255'13 MI SW FROM COLORADO SPRINGS.
 JK0255'2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE AT
 JK0255'COLORADO SPRINGS, THENCE 1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 336,
 JK0255'THENCE 5.35 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 3.4 MILES
 JK0255'SOUTHWEST ALONG STATE HIGHWAY 336, 40 FEET NORTHEAST OF THE CENTER
 JK0255'LINE OF THE HIGHWAY, MIDWAY BETWEEN TWO CURVES IN THE HIGHWAY, 20
 JK0255'FEET SOUTHEAST OF A 14 INCH PINE TREE, 6 FEET BELOW THE LEVEL OF THE
 JK0255'HIGHWAY, 4 FEET ABOVE THE GROUND, SET IN THE TOP OF THE CENTER OF
 JK0255'A 6X8 FOOT GRANITE BOULDER.
 JK0255
 JK0255                          STATION RECOVERY (1954)
 JK0255
 JK0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JK0255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0751 ***********************************************************************
 KK0751  DESIGNATION -  H 293
 KK0751  PID         -  KK0751
 KK0751  STATE/COUNTY-  CO/DOUGLAS
 KK0751  USGS QUAD   -  WESTCREEK (1994)
 KK0751
 KK0751                         *CURRENT SURVEY CONTROL
 KK0751  ___________________________________________________________________
 KK0751* NAD 83(1986)-  39 08 50.     (N)    105 07 47.     (W)     SCALED    
 KK0751* NAVD 88     -      2372.403  (meters)    7783.46   (feet)  ADJUSTED  
 KK0751  ___________________________________________________________________
 KK0751  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 KK0751  DYNAMIC HT  -        2369.732 (meters)    7774.70  (feet)  COMP
 KK0751  MODELED GRAV-     979,415.2   (mgal)                       NAVD 88
 KK0751
 KK0751  VERT ORDER  -  SECOND    CLASS 0
 KK0751
 KK0751.The horizontal coordinates were scaled from a topographic map and have
 KK0751.an estimated accuracy of +/- 6 seconds.
 KK0751
 KK0751.The orthometric height was determined by differential leveling
 KK0751.and adjusted by the National Geodetic Survey in June 1991..
 KK0751
 KK0751.The geoid height was determined by GEOID03.
 KK0751
 KK0751.The dynamic height is computed by dividing the NAVD 88
 KK0751.geopotential number by the normal gravity value computed on the
 KK0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0751.degrees latitude (g = 980.6199 gals.).
 KK0751
 KK0751.The modeled gravity was interpolated from observed gravity values.
 KK0751
 KK0751;                    North         East    Units  Estimated Accuracy
 KK0751;SPC CO C     -   450,720.      946,410.      MT  (+/- 180 meters Scaled)
 KK0751
 KK0751                          SUPERSEDED SURVEY CONTROL
 KK0751
 KK0751  NGVD 29 (??/??/92) 2371.201  (m)         7779.52   (f) ADJ UNCH    2 0
 KK0751
 KK0751.Superseded values are not recommended for survey control.
 KK0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0751.See file dsdata.txt to determine how the superseded data were derived.
 KK0751
 KK0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD887331(NAD 83)
 KK0751_MARKER: DB = BENCH MARK DISK
 KK0751_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0751_SP_SET: CULVERT
 KK0751_STAMPING: H 293 1952
 KK0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0751
 KK0751  HISTORY     - Date     Condition        Report By
 KK0751  HISTORY     - 1952     MONUMENTED       CGS
 KK0751
 KK0751                          STATION DESCRIPTION
 KK0751
 KK0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0751'2.4 MI SE FROM WEST CREEK.
 KK0751'0.3 MILE SOUTHEAST ALONG A WINDING GRAVELED ROAD FROM THE
 KK0751'GRADE SCHOOL AT WEST CREEK, THENCE 2.1 MILES SOUTHEAST
 KK0751'ALONG STATE HIGHWAY 67, 0.1 MILE WEST OF A CURVE IN THE HIGHWAY
 KK0751'24 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 KK0751'TOP OF THE CENTER OF THE SOUTH CONCRETE HEADWALL OF A 24
 KK0751'INCH PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0262 ***********************************************************************
 KK0262  DESIGNATION -  H 294
 KK0262  PID         -  KK0262
 KK0262  STATE/COUNTY-  CO/EL PASO
 KK0262  USGS QUAD   -  PALMER LAKE (1994)
 KK0262
 KK0262                         *CURRENT SURVEY CONTROL
 KK0262  ___________________________________________________________________
 KK0262* NAD 83(1986)-  39 04 08.     (N)    104 56 16.     (W)     SCALED    
 KK0262* NAVD 88     -      2546.712  (meters)    8355.34   (feet)  ADJUSTED  
 KK0262  ___________________________________________________________________
 KK0262  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 KK0262  DYNAMIC HT  -        2543.786 (meters)    8345.74  (feet)  COMP
 KK0262  MODELED GRAV-     979,385.4   (mgal)                       NAVD 88
 KK0262
 KK0262  VERT ORDER  -  SECOND    CLASS 0
 KK0262
 KK0262.The horizontal coordinates were scaled from a topographic map and have
 KK0262.an estimated accuracy of +/- 6 seconds.
 KK0262
 KK0262.The orthometric height was determined by differential leveling
 KK0262.and adjusted by the National Geodetic Survey in June 1991..
 KK0262
 KK0262.The geoid height was determined by GEOID03.
 KK0262
 KK0262.The dynamic height is computed by dividing the NAVD 88
 KK0262.geopotential number by the normal gravity value computed on the
 KK0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0262.degrees latitude (g = 980.6199 gals.).
 KK0262
 KK0262.The modeled gravity was interpolated from observed gravity values.
 KK0262
 KK0262;                    North         East    Units  Estimated Accuracy
 KK0262;SPC CO C     -   442,110.      963,050.      MT  (+/- 180 meters Scaled)
 KK0262
 KK0262                          SUPERSEDED SURVEY CONTROL
 KK0262
 KK0262  NGVD 29 (??/??/92) 2545.473  (m)         8351.27   (f) ADJ UNCH    2 0
 KK0262
 KK0262.Superseded values are not recommended for survey control.
 KK0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0262.See file dsdata.txt to determine how the superseded data were derived.
 KK0262
 KK0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED053244(NAD 83)
 KK0262_MARKER: DB = BENCH MARK DISK
 KK0262_SETTING: 80 = SET IN A BOULDER
 KK0262_STAMPING: H 294 1952
 KK0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0262+STABILITY: SURFACE MOTION
 KK0262
 KK0262  HISTORY     - Date     Condition        Report By
 KK0262  HISTORY     - 1952     MONUMENTED       CGS
 KK0262
 KK0262                          STATION DESCRIPTION
 KK0262
 KK0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0262'6.4 MI W FROM MONUMENT.
 KK0262'0.9 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE GRADE SCHOOL AT
 KK0262'MONUMENT, THENCE 5.55 MILES WEST ALONG A GRAVELED ROAD, 18 FEET
 KK0262'WEST OF THE CENTER LINE OF THE ROAD, ON THE OUTSIDE OF A CURVE IN
 KK0262'THE ROAD, 3 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF
 KK0262'THE CENTER OF A 4X6 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0288 ***********************************************************************
 KK0288  DESIGNATION -  H 295
 KK0288  PID         -  KK0288
 KK0288  STATE/COUNTY-  CO/EL PASO
 KK0288  USGS QUAD   -  EASTONVILLE (1975)
 KK0288
 KK0288                         *CURRENT SURVEY CONTROL
 KK0288  ___________________________________________________________________
 KK0288* NAD 83(1986)-  39 04 05.     (N)    104 34 14.     (W)     SCALED    
 KK0288* NAVD 88     -      2235.032  (meters)    7332.77   (feet)  ADJUSTED  
 KK0288  ___________________________________________________________________
 KK0288  GEOID HEIGHT-         -17.58  (meters)                     GEOID03
 KK0288  DYNAMIC HT  -        2232.528 (meters)    7324.55  (feet)  COMP
 KK0288  MODELED GRAV-     979,426.3   (mgal)                       NAVD 88
 KK0288
 KK0288  VERT ORDER  -  SECOND    CLASS 0
 KK0288
 KK0288.The horizontal coordinates were scaled from a topographic map and have
 KK0288.an estimated accuracy of +/- 6 seconds.
 KK0288
 KK0288.The orthometric height was determined by differential leveling
 KK0288.and adjusted by the National Geodetic Survey in June 1991..
 KK0288
 KK0288.The geoid height was determined by GEOID03.
 KK0288
 KK0288.The dynamic height is computed by dividing the NAVD 88
 KK0288.geopotential number by the normal gravity value computed on the
 KK0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0288.degrees latitude (g = 980.6199 gals.).
 KK0288
 KK0288.The modeled gravity was interpolated from observed gravity values.
 KK0288
 KK0288;                    North         East    Units  Estimated Accuracy
 KK0288;SPC CO C     -   442,280.      994,830.      MT  (+/- 180 meters Scaled)
 KK0288
 KK0288                          SUPERSEDED SURVEY CONTROL
 KK0288
 KK0288  NGVD 29 (??/??/92) 2233.818  (m)         7328.78   (f) ADJ UNCH    2 0
 KK0288
 KK0288.Superseded values are not recommended for survey control.
 KK0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0288.See file dsdata.txt to determine how the superseded data were derived.
 KK0288
 KK0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED371244(NAD 83)
 KK0288_MARKER: DB = BENCH MARK DISK
 KK0288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0288_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0288_STAMPING: H 295 1952
 KK0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0288+STABILITY: SURFACE MOTION
 KK0288
 KK0288  HISTORY     - Date     Condition        Report By
 KK0288  HISTORY     - 1952     MONUMENTED       CGS
 KK0288
 KK0288                          STATION DESCRIPTION
 KK0288
 KK0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0288'1 MI W FROM EASTONVILLE.
 KK0288'1.05 MILES WEST ALONG STATE HIGHWAY 50 FROM THE GRADE SCHOOL AT
 KK0288'EASTONVILLE, 33 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 24
 KK0288'FEET NORTH OF A FENCE LEADING EAST, 1 FOOT WEST OF A NORTH AND
 KK0288'SOUTH FENCE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 KK0288'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0292 ***********************************************************************
 LM0292  DESIGNATION -  H 296
 LM0292  PID         -  LM0292
 LM0292  STATE/COUNTY-  CO/GRAND
 LM0292  USGS QUAD   -  LAKE AGNES (1956)
 LM0292
 LM0292                         *CURRENT SURVEY CONTROL
 LM0292  ___________________________________________________________________
 LM0292* NAD 83(1986)-  40 19 37.     (N)    106 31 51.     (W)     SCALED    
 LM0292* NAVD 88     -      2450.867  (meters)    8040.89   (feet)  ADJUSTED  
 LM0292  ___________________________________________________________________
 LM0292  GEOID HEIGHT-         -12.13  (meters)                     GEOID03
 LM0292  DYNAMIC HT  -        2448.238 (meters)    8032.26  (feet)  COMP
 LM0292  MODELED GRAV-     979,464.0   (mgal)                       NAVD 88
 LM0292
 LM0292  VERT ORDER  -  SECOND    CLASS 0
 LM0292
 LM0292.The horizontal coordinates were scaled from a topographic map and have
 LM0292.an estimated accuracy of +/- 6 seconds.
 LM0292
 LM0292.The orthometric height was determined by differential leveling
 LM0292.and adjusted by the National Geodetic Survey in June 1991..
 LM0292
 LM0292.The geoid height was determined by GEOID03.
 LM0292
 LM0292.The dynamic height is computed by dividing the NAVD 88
 LM0292.geopotential number by the normal gravity value computed on the
 LM0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0292.degrees latitude (g = 980.6199 gals.).
 LM0292
 LM0292.The modeled gravity was interpolated from observed gravity values.
 LM0292
 LM0292;                    North         East    Units  Estimated Accuracy
 LM0292;SPC CO N     -   415,630.      826,800.      MT  (+/- 180 meters Scaled)
 LM0292
 LM0292                          SUPERSEDED SURVEY CONTROL
 LM0292
 LM0292  NGVD 29 (??/??/92) 2449.511  (m)         8036.44   (f) ADJ UNCH    2 0
 LM0292
 LM0292.Superseded values are not recommended for survey control.
 LM0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0292.See file dsdata.txt to determine how the superseded data were derived.
 LM0292
 LM0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE699651(NAD 83)
 LM0292_MARKER: DB = BENCH MARK DISK
 LM0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0292_STAMPING: H 296 1951
 LM0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0292+STABILITY: SURFACE MOTION
 LM0292
 LM0292  HISTORY     - Date     Condition        Report By
 LM0292  HISTORY     - 1951     MONUMENTED       CGS
 LM0292  HISTORY     - 20050427 POOR             GEOCAC
 LM0292
 LM0292                          STATION DESCRIPTION
 LM0292
 LM0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LM0292'22.0 MI NW FROM KREMMLING.
 LM0292'22.0 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LM0292'KREMMLING, 0.9 MILE NORTHWEST OF A CONCRETE BRIDGE OVER DIAMOND CREEK,
 LM0292'67 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.7 FEET
 LM0292'SOUTHWEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LM0292'0.3 FOOT ABOVE THE GROUND.
 LM0292
 LM0292                          STATION RECOVERY (2005)
 LM0292
 LM0292'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 LM0292'MARK IS DAMAGED FROM UNDERGROUND TELEPHONE LINE CONSTRUCTION. THE TOP
 LM0292'OF THE MONUMENT IS OFFSET BY 3-4 INCHES FROM BASE. IT HAS OBVIOUSLY
 LM0292'BEEN HIT BY HEAVY MACHINERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0208 ***********************************************************************
 LM0208  DESIGNATION -  H 297
 LM0208  PID         -  LM0208
 LM0208  STATE/COUNTY-  CO/GRAND
 LM0208  USGS QUAD   -  JUNCTION BUTTE (1980)
 LM0208
 LM0208                         *CURRENT SURVEY CONTROL
 LM0208  ___________________________________________________________________
 LM0208* NAD 83(1986)-  40 03 26.     (N)    106 22 17.     (W)     SCALED    
 LM0208* NAVD 88     -      2256.108  (meters)    7401.91   (feet)  ADJUSTED  
 LM0208  ___________________________________________________________________
 LM0208  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 LM0208  DYNAMIC HT  -        2253.696 (meters)    7394.00  (feet)  COMP
 LM0208  MODELED GRAV-     979,475.9   (mgal)                       NAVD 88
 LM0208
 LM0208  VERT ORDER  -  SECOND    CLASS 0
 LM0208
 LM0208.This mark is at Mc Elroy Airfield Airport (20V)
 LM0208
 LM0208.The horizontal coordinates were scaled from a topographic map and have
 LM0208.an estimated accuracy of +/- 6 seconds.
 LM0208
 LM0208.The orthometric height was determined by differential leveling
 LM0208.and adjusted by the National Geodetic Survey in June 1991..
 LM0208
 LM0208.Photographs are available for this station.
 LM0208
 LM0208.The geoid height was determined by GEOID03.
 LM0208
 LM0208.The dynamic height is computed by dividing the NAVD 88
 LM0208.geopotential number by the normal gravity value computed on the
 LM0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0208.degrees latitude (g = 980.6199 gals.).
 LM0208
 LM0208.The modeled gravity was interpolated from observed gravity values.
 LM0208
 LM0208;                    North         East    Units  Estimated Accuracy
 LM0208;SPC CO N     -   385,540.      840,060.      MT  (+/- 180 meters Scaled)
 LM0208
 LM0208                          SUPERSEDED SURVEY CONTROL
 LM0208
 LM0208  NGVD 29 (??/??/92) 2254.792  (m)         7397.60   (f) ADJ UNCH    2 0
 LM0208
 LM0208.Superseded values are not recommended for survey control.
 LM0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0208.See file dsdata.txt to determine how the superseded data were derived.
 LM0208
 LM0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE830350(NAD 83)
 LM0208_MARKER: DB = BENCH MARK DISK
 LM0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0208_STAMPING: H 297 1951
 LM0208_MARK LOGO: CGS   
 LM0208_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LM0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0208+STABILITY: SURFACE MOTION
 LM0208
 LM0208  HISTORY     - Date     Condition        Report By
 LM0208  HISTORY     - 1951     MONUMENTED       CGS
 LM0208  HISTORY     - 19930911 GOOD             CODOT
 LM0208
 LM0208                          STATION DESCRIPTION
 LM0208
 LM0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LM0208'1.2 MI E FROM KREMMLING.
 LM0208'1.2 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LM0208'KREMMLING, AT THE ENTRANCE TO MCELROY AIR FIELD, 0.1 MILE NORTHWEST OF
 LM0208'THE HANGAR, 79 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 49 FEET
 LM0208'EAST OF THE CENTER OF THE NORTHWEST ENTRANCE TO THE AIR FIELD, 41.3
 LM0208'FEET WEST OF A POWER POLE, 10.4 FEET SOUTH OF A FENCE, 1.7 FEET EAST
 LM0208'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LM0208'0.3 FOOT ABOVE THE GROUND.
 LM0208
 LM0208                          STATION RECOVERY (1993)
 LM0208
 LM0208'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1993 (BD)
 LM0208'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0044 ***********************************************************************
 KL0044  DESIGNATION -  H 298
 KL0044  PID         -  KL0044
 KL0044  STATE/COUNTY-  CO/SUMMIT
 KL0044  USGS QUAD   -  DILLON (1987)
 KL0044
 KL0044                         *CURRENT SURVEY CONTROL
 KL0044  ___________________________________________________________________
 KL0044* NAD 83(1992)-  39 42 17.47543(N)    106 06 44.93461(W)     ADJUSTED  
 KL0044* NAVD 88     -      2594.152  (meters)    8510.98   (feet)  ADJUSTED  
 KL0044  ___________________________________________________________________
 KL0044  X           -  -1,364,222.686 (meters)                     COMP
 KL0044  Y           -  -4,722,598.762 (meters)                     COMP
 KL0044  Z           -   4,054,476.936 (meters)                     COMP
 KL0044  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 KL0044  ELLIP HEIGHT-        2581.60  (meters)          (12/03/02) GPS OBS
 KL0044  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 KL0044  DYNAMIC HT  -        2591.010 (meters)    8500.67  (feet)  COMP
 KL0044  MODELED GRAV-     979,322.0   (mgal)                       NAVD 88
 KL0044
 KL0044  HORZ ORDER  -  FIRST
 KL0044  VERT ORDER  -  FIRST     CLASS II
 KL0044  ELLP ORDER  -  FOURTH    CLASS II
 KL0044
 KL0044.The horizontal coordinates were established by GPS observations
 KL0044.and adjusted by the National Geodetic Survey in June 1995..
 KL0044
 KL0044.The orthometric height was determined by differential leveling
 KL0044.and adjusted by the National Geodetic Survey in June 1991..
 KL0044
 KL0044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KL0044
 KL0044.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0044
 KL0044.The ellipsoidal height was determined by GPS observations
 KL0044.and is referenced to NAD 83.
 KL0044
 KL0044.The geoid height was determined by GEOID03.
 KL0044
 KL0044.The dynamic height is computed by dividing the NAVD 88
 KL0044.geopotential number by the normal gravity value computed on the
 KL0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0044.degrees latitude (g = 980.6199 gals.).
 KL0044
 KL0044.The modeled gravity was interpolated from observed gravity values.
 KL0044
 KL0044;                    North         East     Units Scale Factor Converg.
 KL0044;SPC CO C     -   512,736.582   861,876.010   MT  0.99999138   -0 23 10.6
 KL0044;SPC CO C     - 1,682,203.27  2,827,671.54   sFT  0.99999138   -0 23 10.6
 KL0044;UTM  13      - 4,395,591.286   404,630.192   MT  0.99971198   -0 42 38.7
 KL0044
 KL0044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0044!SPC CO C     -   0.99959515  x   0.99999138  =   0.99958654
 KL0044!UTM  13      -   0.99959515  x   0.99971198  =   0.99930725
 KL0044
 KL0044                          SUPERSEDED SURVEY CONTROL
 KL0044
 KL0044  ELLIP H (06/21/95) 2581.64   (m)                       GP(       ) 4 1
 KL0044  NAVD 88 (06/21/95) 2594.15   (m)         8511.0    (f) LEVELING    3  
 KL0044  NGVD 29 (??/??/92) 2592.573  (m)         8505.80   (f) ADJ UNCH    2 0
 KL0044
 KL0044.Superseded values are not recommended for survey control.
 KL0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0044.See file dsdata.txt to determine how the superseded data were derived.
 KL0044
 KL0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD0463095591(NAD 83)
 KL0044_MARKER: DB = BENCH MARK DISK
 KL0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0044_STAMPING: H 298 1951
 KL0044_MARK LOGO: CGS   
 KL0044_PROJECTION: PROJECTING 10 CENTIMETERS
 KL0044_MAGNETIC: N = NO MAGNETIC MATERIAL
 KL0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0044+STABILITY: SURFACE MOTION
 KL0044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KL0044+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 KL0044
 KL0044  HISTORY     - Date     Condition        Report By
 KL0044  HISTORY     - 1951     MONUMENTED       CGS
 KL0044  HISTORY     - 1970     GOOD             USGS
 KL0044  HISTORY     - 1984     GOOD             NGS
 KL0044  HISTORY     - 19930927 GOOD             CODH
 KL0044  HISTORY     - 19941130 GOOD             NGS
 KL0044  HISTORY     - 20011018 GOOD             NGS
 KL0044  HISTORY     - 20030910 GOOD             NGS
 KL0044  HISTORY     - 20040130 GOOD             MSAM
 KL0044
 KL0044                          STATION DESCRIPTION
 KL0044
 KL0044'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KL0044'6.9 MI N FROM DILLON.
 KL0044'6.9 MI N ALONG STATE HWY 9 FROM JCT US HWY 6 AND STATE HWY 9 NEAR
 KL0044'DILLON.  130 FT. SW OF CENTER OF HWY.  90 FT NE OF A LONE TREE.  22 FT
 KL0044'W OF CENTER OF OLD HWY.  153 FT N OF USGS BM M 2 1929.  A DISK SET IN
 KL0044'CONCRETE POST STAMPED H 298 1951.
 KL0044
 KL0044                          STATION RECOVERY (1984)
 KL0044
 KL0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KL0044'ADD: 1.8 M (6 FT) WEST FROM A WITNESS POST. 1.5 M (5 FT) WEST FROM A
 KL0044'RIGHT-OF-WAY FENCE. DELETE FROM THE 1951 DESCRIPTION: 11.8 FT.
 KL0044'SOUTHWEST OF THE CENTER LINE OF THE NEW HIGHWAY, 1.7 FT. NORTHWEST OF
 KL0044'A FENCE.
 KL0044
 KL0044                          STATION RECOVERY (1993)
 KL0044
 KL0044'RECOVERY NOTE BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1993 (KAW)
 KL0044'THE STATION IS LOCATED APPROX. 5.8 MI (9.3 KM) NORTH OF THE INTERSTATE
 KL0044'70 (I-70) AND STATE HIGHWAY 9 (SH 9) JUNCTION AT SILVETHORNE IN THE
 KL0044'CENTER OF SECTION 15, T 4 S, R 78 W, AT SH 9 MILEPOST 107.5.
 KL0044'OWNERSHIP--USDA FOREST SERVICE. TO REACH THE STATION FROM THE EAST
 KL0044'JUNCTION OF SH 9 AND I-70 IN SILVETHORNE (I-70 EXIT 205), GO NORTH ON
 KL0044'SH 9 FOR 5.8 MI (9.3 KM) TO A 2 TRACK ROAD ON THE LEFT AT A PHONE
 KL0044'PEDESTAL (29464 HWY 9), TURN LEFT, SOUTH, ONTO THE TRACK ROAD FOR 200
 KL0044'FT (61.0 M) TO THE STATION ON THE RIGHT. THE STATION IS A USCGS
 KL0044'BENCHMARK DISK IN THE TOP OF A CONCRETE POST. IT IS 153 FT (46.6 M)
 KL0044'NORTH NORTHEAST OF A 3-3/4" BRASS CAP SET IN A BOULDER (USGS M 2 (6.6
 KL0044'FT) 1929), 127 FT (38.7 M) NORTH OF THE CENTER OF A BARB WIRE GATE,
 KL0044'117 FT (35.7 M) WEST OF THE WEST EDGE OF ASPHALT OF SH 9, 5.6 FT (1.7
 KL0044'M) WEST OF A FIBERGLASS WITNESS POST, 4.7 FT (1.4 M) WEST OF A FENCE,
 KL0044'2.1 FT (0.6 M) SOUTH OF A 4" X 4" WOOD WITNESS POST.
 KL0044
 KL0044                          STATION RECOVERY (1994)
 KL0044
 KL0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RSC)
 KL0044'RECOVERED AS DESCRIBED.
 KL0044
 KL0044                          STATION RECOVERY (2001)
 KL0044
 KL0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 KL0044'RECOVERED AS DESCRIBED.
 KL0044' 
 KL0044' 
 KL0044' 
 KL0044' 
 KL0044'
 KL0044
 KL0044                          STATION RECOVERY (2003)
 KL0044
 KL0044'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 KL0044'RECOVERED IN GOOD CONDITION.
 KL0044
 KL0044                          STATION RECOVERY (2004)
 KL0044
 KL0044'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (KCH)
 KL0044'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2004 (BAJ)
 KL0044'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0219 ***********************************************************************
 JL0219  DESIGNATION -  H 3
 JL0219  PID         -  JL0219
 JL0219  STATE/COUNTY-  CO/GUNNISON
 JL0219  USGS QUAD   -  GUNNISON (1970)
 JL0219
 JL0219                         *CURRENT SURVEY CONTROL
 JL0219  ___________________________________________________________________
 JL0219* NAD 83(1986)-  38 32 47.     (N)    106 55 30.     (W)     SCALED    
 JL0219* NAVD 88     -      2349.261  (meters)    7707.53   (feet)  ADJUSTED  
 JL0219  ___________________________________________________________________
 JL0219  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 JL0219  DYNAMIC HT  -        2346.406 (meters)    7698.17  (feet)  COMP
 JL0219  MODELED GRAV-     979,328.3   (mgal)                       NAVD 88
 JL0219
 JL0219  VERT ORDER  -  FIRST     CLASS II
 JL0219
 JL0219.The horizontal coordinates were scaled from a topographic map and have
 JL0219.an estimated accuracy of +/- 6 seconds.
 JL0219
 JL0219.The orthometric height was determined by differential leveling
 JL0219.and adjusted by the National Geodetic Survey in June 1991..
 JL0219
 JL0219.The geoid height was determined by GEOID03.
 JL0219
 JL0219.The dynamic height is computed by dividing the NAVD 88
 JL0219.geopotential number by the normal gravity value computed on the
 JL0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0219.degrees latitude (g = 980.6199 gals.).
 JL0219
 JL0219.The modeled gravity was interpolated from observed gravity values.
 JL0219
 JL0219;                    North         East    Units  Estimated Accuracy
 JL0219;SPC CO C     -   384,930.      790,180.      MT  (+/- 180 meters Scaled)
 JL0219
 JL0219                          SUPERSEDED SURVEY CONTROL
 JL0219
 JL0219  NGVD 29 (??/??/92) 2347.739  (m)         7702.54   (f) ADJ UNCH    1 2
 JL0219
 JL0219.Superseded values are not recommended for survey control.
 JL0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0219.See file dsdata.txt to determine how the superseded data were derived.
 JL0219
 JL0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC322681(NAD 83)
 JL0219_MARKER: DB = BENCH MARK DISK
 JL0219_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JL0219_SP_SET: SMALL STEPS TO BUILDING
 JL0219_STAMPING: 7702.540 H 3 1926
 JL0219_MARK LOGO: USGS  
 JL0219_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JL0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JL0219_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JL0219+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1996
 JL0219
 JL0219  HISTORY     - Date     Condition        Report By
 JL0219  HISTORY     - 1926     MONUMENTED       USGS
 JL0219  HISTORY     - 1960     GOOD             NGS
 JL0219  HISTORY     - 1984     GOOD             NGS
 JL0219  HISTORY     - 19960801 POOR             MSAM
 JL0219  HISTORY     - 20030620 GOOD             USPSQD
 JL0219
 JL0219                          STATION DESCRIPTION
 JL0219
 JL0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JL0219'IN GUNNISON.
 JL0219'AT THE WEST ENTRANCE OF THE COUNTY COURT HOUSE, IN THE CENTER OF THE
 JL0219'SOUTH EDGE OF THE TOP STONE STEP, A STANDARD DISK.
 JL0219
 JL0219                          STATION RECOVERY (1984)
 JL0219
 JL0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0219'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN GUNNISON,
 JL0219'AT THE INTERSECTION OF VIRGINIA AVENUE AND IOWA STREET, IN THE WEST
 JL0219'END OF THE SOUTH BALUSTRADE AT THE WEST ENTRANCE TO THE COUNTY
 JL0219'COURTHOUSE, 64.0 M (210.0 FT) NORTH OF THE CENTER OF THE AVENUE, 41.5
 JL0219'M (136.2 FT) EAST OF THE CENTER OF THE STREET, AND 0.9 M (3.0 FT)
 JL0219'SOUTH OF THE CENTER OF THE ENTRANCE.
 JL0219'THE MARK IS 0.4 M ABOVE THE GROUND.
 JL0219
 JL0219                          STATION RECOVERY (1996)
 JL0219
 JL0219'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1996 (RSC)
 JL0219'THIS MARK SHOULD NOT BE USED AS THE PRESENT ELEVATION IS NO LONGER ANY
 JL0219'GOOD.  THE STEPS HAVE BEEN RE-BUILT AND THE OLD DISK WAS PLACED IN THE
 JL0219'NEW STEPS.  DO NOT USES MARK.
 JL0219
 JL0219                          STATION RECOVERY (2003)
 JL0219
 JL0219'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 JL0219' 
 JL0219' 
 JL0219' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0592 ***********************************************************************
 KL0592  DESIGNATION -  H 3
 KL0592  PID         -  KL0592
 KL0592  STATE/COUNTY-  CO/PARK
 KL0592  USGS QUAD   -  FAIRPLAY WEST (1960)
 KL0592
 KL0592                         *CURRENT SURVEY CONTROL
 KL0592  ___________________________________________________________________
 KL0592* NAD 83(1986)-  39 13 29.     (N)    106 00 07.     (W)     SCALED    
 KL0592* NAVD 88     -      3034.942  (meters)    9957.14   (feet)  ADJUSTED  
 KL0592  ___________________________________________________________________
 KL0592  GEOID HEIGHT-         -13.12  (meters)                     GEOID03
 KL0592  DYNAMIC HT  -        3030.973 (meters)    9944.12  (feet)  COMP
 KL0592  MODELED GRAV-     979,208.8   (mgal)                       NAVD 88
 KL0592
 KL0592  VERT ORDER  -  FIRST     CLASS II
 KL0592
 KL0592.The horizontal coordinates were scaled from a topographic map and have
 KL0592.an estimated accuracy of +/- 6 seconds.
 KL0592
 KL0592.The orthometric height was determined by differential leveling
 KL0592.and adjusted by the National Geodetic Survey in June 1991..
 KL0592
 KL0592.The geoid height was determined by GEOID03.
 KL0592
 KL0592.The dynamic height is computed by dividing the NAVD 88
 KL0592.geopotential number by the normal gravity value computed on the
 KL0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0592.degrees latitude (g = 980.6199 gals.).
 KL0592
 KL0592.The modeled gravity was interpolated from observed gravity values.
 KL0592
 KL0592;                    North         East    Units  Estimated Accuracy
 KL0592;SPC CO C     -   459,380.      871,060.      MT  (+/- 180 meters Scaled)
 KL0592
 KL0592                          SUPERSEDED SURVEY CONTROL
 KL0592
 KL0592  NGVD 29 (??/??/92) 3033.228  (m)         9951.52   (f) ADJ UNCH    1 2
 KL0592
 KL0592.Superseded values are not recommended for survey control.
 KL0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0592.See file dsdata.txt to determine how the superseded data were derived.
 KL0592
 KL0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD135421(NAD 83)
 KL0592_MARKER: DD = SURVEY DISK
 KL0592_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KL0592_SP_SET: BUILDING
 KL0592_STAMPING: H 3 1927
 KL0592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0592_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KL0592+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2002
 KL0592
 KL0592  HISTORY     - Date     Condition        Report By
 KL0592  HISTORY     - 1927     MONUMENTED       USGS
 KL0592  HISTORY     - 1951     GOOD             CGS
 KL0592  HISTORY     - 20020902 GOOD             GEOCAC
 KL0592
 KL0592                          STATION DESCRIPTION
 KL0592
 KL0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0592'AT FAIRPLAY.
 KL0592'AT FAIRPLAY, 148 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY
 KL0592'9, 1.8 FEET WEST OF THE SOUTHEAST CORNER OF THE COUNTY COURTHOUSE,
 KL0592'3 FEET ABOVE THE GROUND, SET VERTICALLY IN THE SOUTH WALL OF THE
 KL0592'COURTHOUSE.
 KL0592
 KL0592                          STATION RECOVERY (2002)
 KL0592
 KL0592'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 KL0592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0170 ***********************************************************************
 JK0170  DESIGNATION -  H 3
 JK0170  PID         -  JK0170
 JK0170  STATE/COUNTY-  CO/EL PASO
 JK0170  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK0170
 JK0170                         *CURRENT SURVEY CONTROL
 JK0170  ___________________________________________________________________
 JK0170* NAD 83(1986)-  38 49 58.     (N)    104 49 45.     (W)     SCALED    
 JK0170* NAVD 88     -      1827.082  (meters)    5994.35   (feet)  ADJUSTED  
 JK0170  ___________________________________________________________________
 JK0170  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 JK0170  DYNAMIC HT  -        1825.100 (meters)    5987.85  (feet)  COMP
 JK0170  MODELED GRAV-     979,478.3   (mgal)                       NAVD 88
 JK0170
 JK0170  VERT ORDER  -  FIRST     CLASS II
 JK0170
 JK0170.The horizontal coordinates were scaled from a topographic map and have
 JK0170.an estimated accuracy of +/- 6 seconds.
 JK0170
 JK0170.The orthometric height was determined by differential leveling
 JK0170.and adjusted by the National Geodetic Survey in June 1991..
 JK0170
 JK0170.The geoid height was determined by GEOID03.
 JK0170
 JK0170.The dynamic height is computed by dividing the NAVD 88
 JK0170.geopotential number by the normal gravity value computed on the
 JK0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0170.degrees latitude (g = 980.6199 gals.).
 JK0170
 JK0170.The modeled gravity was interpolated from observed gravity values.
 JK0170
 JK0170;                    North         East    Units  Estimated Accuracy
 JK0170;SPC CO C     -   415,960.      972,650.      MT  (+/- 180 meters Scaled)
 JK0170
 JK0170                          SUPERSEDED SURVEY CONTROL
 JK0170
 JK0170  NGVD 29 (??/??/92) 1826.021  (m)         5990.87   (f) ADJ UNCH    1 2
 JK0170
 JK0170.Superseded values are not recommended for survey control.
 JK0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0170.See file dsdata.txt to determine how the superseded data were derived.
 JK0170
 JK0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC148982(NAD 83)
 JK0170_MARKER: DB = BENCH MARK DISK
 JK0170_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JK0170_SP_SET: FOUNDATION
 JK0170_STAMPING: H 3 1925 ELEV 5991.172 FT
 JK0170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0170
 JK0170  HISTORY     - Date     Condition        Report By
 JK0170  HISTORY     - 1925     MONUMENTED       CGS
 JK0170  HISTORY     - 1953     GOOD             NGS
 JK0170  HISTORY     - 1961     MARK NOT FOUND   LOCSUR
 JK0170
 JK0170                          STATION DESCRIPTION
 JK0170
 JK0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0170'AT COLORADO SPRINGS.
 JK0170'AT COLORADO SPRINGS, 0.05 MILE SOUTH OF THE DENVER AND RIO GRANDE
 JK0170'WESTERN RAILROAD STATION, AT THE COLORADO AVENUE OVERPASS, 31 FEET
 JK0170'NORTH OF THE CENTER LINE OF COLORADO AVENUE, 4 FEET WEST OF THE EAST
 JK0170'END OF THE NORTH GUARD RAIL OF THE OVERPASS, 2.2 FEET ABOVE THE
 JK0170'GROUND, SET IN THE TOP OF THE CONCRETE BASE OF THE GUARD RAIL.
 JK0170
 JK0170                          STATION RECOVERY (1961)
 JK0170
 JK0170'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1961
 JK0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0058 ***********************************************************************
 HL0058  DESIGNATION -  H 30
 HL0058  PID         -  HL0058
 HL0058  STATE/COUNTY-  CO/CONEJOS
 HL0058  USGS QUAD   -  ANTONITO (1967)
 HL0058
 HL0058                         *CURRENT SURVEY CONTROL
 HL0058  ___________________________________________________________________
 HL0058* NAD 83(1986)-  37 01 21.     (N)    106 05 03.     (W)     SCALED    
 HL0058* NAVD 88     -      2483.417  (meters)    8147.68   (feet)  POSTED    
 HL0058  ___________________________________________________________________
 HL0058  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 HL0058  DYNAMIC HT  -        2480.000 (meters)    8136.47  (feet)  COMP
 HL0058  MODELED GRAV-     979,165.1   (mgal)                       NAVD 88
 HL0058
 HL0058  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HL0058
 HL0058.The horizontal coordinates were scaled from a topographic map and have
 HL0058.an estimated accuracy of +/- 6 seconds.
 HL0058
 HL0058.The orthometric height was determined by differential leveling
 HL0058.and adjusted by the National Geodetic Survey in 1992..
 HL0058.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HL0058.rate of 1.1 thru 2.0 mm/km.
 HL0058
 HL0058.The geoid height was determined by GEOID03.
 HL0058
 HL0058.The dynamic height is computed by dividing the NAVD 88
 HL0058.geopotential number by the normal gravity value computed on the
 HL0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0058.degrees latitude (g = 980.6199 gals.).
 HL0058
 HL0058.The modeled gravity was interpolated from observed gravity values.
 HL0058
 HL0058;                    North         East    Units  Estimated Accuracy
 HL0058;SPC CO S     -   344,460.      862,420.      MT  (+/- 180 meters Scaled)
 HL0058
 HL0058                          SUPERSEDED SURVEY CONTROL
 HL0058
 HL0058  NGVD 29 (??/??/92) 2482.071  (m)         8143.26   (f) ADJ UNCH    1 2
 HL0058
 HL0058.Superseded values are not recommended for survey control.
 HL0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0058.See file dsdata.txt to determine how the superseded data were derived.
 HL0058
 HL0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA035979(NAD 83)
 HL0058_MARKER: DB = BENCH MARK DISK
 HL0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0058_STAMPING: H 30 1934
 HL0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0058+STABILITY: SURFACE MOTION
 HL0058
 HL0058  HISTORY     - Date     Condition        Report By
 HL0058  HISTORY     - 1934     MONUMENTED       CGS
 HL0058
 HL0058                          STATION DESCRIPTION
 HL0058
 HL0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0058'5.8 MI W FROM ANTONITO.
 HL0058'5.8 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 HL0058'ANTONITO, CONEJOS COUNTY, 520 FEET SOUTHEAST OF TRESTLE 285.87, 65
 HL0058'FEET NORTHEAST OF MILEPOST 286, AND 33 FEET EAST OF THE CENTER LINE OF
 HL0058'THE TRACK. A STANDARD DISK, STAMPED H 30 1934 AND SET IN THE TOP OF A
 HL0058'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1112 ***********************************************************************
 KK1112  DESIGNATION -  H 300
 KK1112  PID         -  KK1112
 KK1112  STATE/COUNTY-  CO/SUMMIT
 KK1112  USGS QUAD   -  GRAYS PEAK (1987)
 KK1112
 KK1112                         *CURRENT SURVEY CONTROL
 KK1112  ___________________________________________________________________
 KK1112* NAD 83(1986)-  39 39 01.     (N)    105 52 15.     (W)     SCALED    
 KK1112* NAVD 88     -      3445.913  (meters)   11305.47   (feet)  ADJUSTED  
 KK1112  ___________________________________________________________________
 KK1112  GEOID HEIGHT-         -12.33  (meters)                     GEOID03
 KK1112  DYNAMIC HT  -        3441.286 (meters)   11290.29  (feet)  COMP
 KK1112  MODELED GRAV-     979,157.1   (mgal)                       NAVD 88
 KK1112
 KK1112  VERT ORDER  -  SECOND    CLASS 0
 KK1112
 KK1112.The horizontal coordinates were scaled from a topographic map and have
 KK1112.an estimated accuracy of +/- 6 seconds.
 KK1112
 KK1112.The orthometric height was determined by differential leveling
 KK1112.and adjusted by the National Geodetic Survey in June 1991..
 KK1112
 KK1112.The geoid height was determined by GEOID03.
 KK1112
 KK1112.The dynamic height is computed by dividing the NAVD 88
 KK1112.geopotential number by the normal gravity value computed on the
 KK1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1112.degrees latitude (g = 980.6199 gals.).
 KK1112
 KK1112.The modeled gravity was interpolated from observed gravity values.
 KK1112
 KK1112;                    North         East    Units  Estimated Accuracy
 KK1112;SPC CO C     -   506,570.      882,580.      MT  (+/- 180 meters Scaled)
 KK1112
 KK1112                          SUPERSEDED SURVEY CONTROL
 KK1112
 KK1112  NGVD 29 (??/??/92) 3444.032  (m)        11299.30   (f) ADJ UNCH    2 0
 KK1112
 KK1112.Superseded values are not recommended for survey control.
 KK1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1112.See file dsdata.txt to determine how the superseded data were derived.
 KK1112
 KK1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD252893(NAD 83)
 KK1112_MARKER: DB = BENCH MARK DISK
 KK1112_SETTING: 66 = SET IN ROCK OUTCROP
 KK1112_SP_SET: OUTCROP
 KK1112_STAMPING: H 300 1951
 KK1112_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1112+STABILITY: POSITION/ELEVATION WELL
 KK1112
 KK1112  HISTORY     - Date     Condition        Report By
 KK1112  HISTORY     - 1951     MONUMENTED       CGS
 KK1112  HISTORY     - 1958     MARK NOT FOUND   USGS
 KK1112
 KK1112                          STATION DESCRIPTION
 KK1112
 KK1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK1112'13 MI E FROM DILLON.
 KK1112'12.95 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE PUBLIC SCHOOL
 KK1112'AT DILLON, 18.9 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 KK1112'38.7 FEET NORTHWEST OF THE SOUTHWEST END OF AN IRON PIPE
 KK1112'CULVERT, SET IN THE TOP OF A ROCK OUTCROP.
 KK1112
 KK1112                          STATION RECOVERY (1958)
 KK1112
 KK1112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 KK1112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1052 ***********************************************************************
 KK1052  DESIGNATION -  H 301
 KK1052  PID         -  KK1052
 KK1052  STATE/COUNTY-  CO/CLEAR CREEK
 KK1052  USGS QUAD   -  GEORGETOWN (1974)
 KK1052
 KK1052                         *CURRENT SURVEY CONTROL
 KK1052  ___________________________________________________________________
 KK1052* NAD 83(1986)-  39 43 41.     (N)    105 41 36.     (W)     SCALED    
 KK1052* NAVD 88     -      2578.571  (meters)    8459.86   (feet)  ADJUSTED  
 KK1052  ___________________________________________________________________
 KK1052  GEOID HEIGHT-         -12.43  (meters)                     GEOID03
 KK1052  DYNAMIC HT  -        2575.524 (meters)    8449.86  (feet)  COMP
 KK1052  MODELED GRAV-     979,351.6   (mgal)                       NAVD 88
 KK1052
 KK1052  VERT ORDER  -  FIRST     CLASS II
 KK1052
 KK1052.The horizontal coordinates were scaled from a topographic map and have
 KK1052.an estimated accuracy of +/- 6 seconds.
 KK1052
 KK1052.The orthometric height was determined by differential leveling
 KK1052.and adjusted by the National Geodetic Survey in June 1991..
 KK1052
 KK1052.The geoid height was determined by GEOID03.
 KK1052
 KK1052.The dynamic height is computed by dividing the NAVD 88
 KK1052.geopotential number by the normal gravity value computed on the
 KK1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1052.degrees latitude (g = 980.6199 gals.).
 KK1052
 KK1052.The modeled gravity was interpolated from observed gravity values.
 KK1052
 KK1052;                    North         East    Units  Estimated Accuracy
 KK1052;SPC CO C     -   515,150.      897,830.      MT  (+/- 180 meters Scaled)
 KK1052
 KK1052                          SUPERSEDED SURVEY CONTROL
 KK1052
 KK1052  NGVD 29 (??/??/92) 2577.066  (m)         8454.92   (f) ADJ UNCH    1 2
 KK1052
 KK1052.Superseded values are not recommended for survey control.
 KK1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1052.See file dsdata.txt to determine how the superseded data were derived.
 KK1052
 KK1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD405978(NAD 83)
 KK1052_MARKER: DB = BENCH MARK DISK
 KK1052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK1052_SP_SET: CULVERT
 KK1052_STAMPING: H 301 1951
 KK1052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1052
 KK1052  HISTORY     - Date     Condition        Report By
 KK1052  HISTORY     - 1951     MONUMENTED       CGS
 KK1052  HISTORY     - 1954     GOOD             NGS
 KK1052
 KK1052                          STATION DESCRIPTION
 KK1052
 KK1052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1052'1.6 MI N FROM GEORGETOWN.
 KK1052'0.35 MILE NORTH ALONG ROSE STREET FROM THE POST OFFICE AT
 KK1052'GEORGETOWN, THENCE 1.2 MILES NORTH ALONG U.S. HIGHWAY 6, ACROSS
 KK1052'THE HIGHWAY FROM THE WHITE RESERVOIR, 0.15 MILE SOUTHEAST OF THE
 KK1052'LUPTON MINE, 25 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 8.8
 KK1052'FEET SOUTH OF A WITNESS POST, 4 FEET BELOW THE LEVEL OF THE
 KK1052'HIGHWAY, SET IN THE TOP OF THE CENTER OF THE WEST HEADWALL OF
 KK1052'A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0119 ***********************************************************************
 KL0119  DESIGNATION -  H 302
 KL0119  PID         -  KL0119
 KL0119  STATE/COUNTY-  CO/PARK
 KL0119  USGS QUAD   -  ALMA (1970)
 KL0119
 KL0119                         *CURRENT SURVEY CONTROL
 KL0119  ___________________________________________________________________
 KL0119* NAD 83(1986)-  39 16 11.     (N)    106 02 47.     (W)     SCALED    
 KL0119* NAVD 88     -      3131.652  (meters)   10274.43   (feet)  ADJUSTED  
 KL0119  ___________________________________________________________________
 KL0119  GEOID HEIGHT-         -12.93  (meters)                     GEOID03
 KL0119  DYNAMIC HT  -        3127.476 (meters)   10260.73  (feet)  COMP
 KL0119  MODELED GRAV-     979,179.6   (mgal)                       NAVD 88
 KL0119
 KL0119  VERT ORDER  -  FIRST     CLASS II
 KL0119
 KL0119.The horizontal coordinates were scaled from a topographic map and have
 KL0119.an estimated accuracy of +/- 6 seconds.
 KL0119
 KL0119.The orthometric height was determined by differential leveling
 KL0119.and adjusted by the National Geodetic Survey in June 1991..
 KL0119
 KL0119.The geoid height was determined by GEOID03.
 KL0119
 KL0119.The dynamic height is computed by dividing the NAVD 88
 KL0119.geopotential number by the normal gravity value computed on the
 KL0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0119.degrees latitude (g = 980.6199 gals.).
 KL0119
 KL0119.The modeled gravity was interpolated from observed gravity values.
 KL0119
 KL0119;                    North         East    Units  Estimated Accuracy
 KL0119;SPC CO C     -   464,390.      867,250.      MT  (+/- 180 meters Scaled)
 KL0119
 KL0119                          SUPERSEDED SURVEY CONTROL
 KL0119
 KL0119  NGVD 29 (??/??/92) 3129.848  (m)        10268.51   (f) ADJ UNCH    1 2
 KL0119
 KL0119.Superseded values are not recommended for survey control.
 KL0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0119.See file dsdata.txt to determine how the superseded data were derived.
 KL0119
 KL0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD097472(NAD 83)
 KL0119_MARKER: DB = BENCH MARK DISK
 KL0119_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KL0119_SP_SET: CULVERT
 KL0119_STAMPING: H 302 1951
 KL0119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0119
 KL0119  HISTORY     - Date     Condition        Report By
 KL0119  HISTORY     - 1951     MONUMENTED       CGS
 KL0119
 KL0119                          STATION DESCRIPTION
 KL0119
 KL0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0119'1.3 MI SE FROM ALMA.
 KL0119'1.3 MILES SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 KL0119'ALMA, 0.15 MILE NORTHWEST OF A JUNCTION WITH A GRAVELED ROAD LEADING
 KL0119'WEST TO MOSQUITO PASS, 60 FEET WEST OF A POWER POLE, 22 FEET NORTHEAST
 KL0119'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST END
 KL0119'OF THE NORTHEAST HEADWALL OF A 4X6 FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0861 ***********************************************************************
 KK0861  DESIGNATION -  H 303
 KK0861  PID         -  KK0861
 KK0861  STATE/COUNTY-  CO/PARK
 KK0861  USGS QUAD   -  MILLIGAN LAKES (1957)
 KK0861
 KK0861                         *CURRENT SURVEY CONTROL
 KK0861  ___________________________________________________________________
 KK0861* NAD 83(1986)-  39 20 42.     (N)    105 50 35.     (W)     SCALED    
 KK0861* NAVD 88     -      2910.910  (meters)    9550.21   (feet)  ADJUSTED  
 KK0861  ___________________________________________________________________
 KK0861  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 KK0861  DYNAMIC HT  -        2907.177 (meters)    9537.96  (feet)  COMP
 KK0861  MODELED GRAV-     979,238.6   (mgal)                       NAVD 88
 KK0861
 KK0861  VERT ORDER  -  FIRST     CLASS II
 KK0861
 KK0861.The horizontal coordinates were scaled from a topographic map and have
 KK0861.an estimated accuracy of +/- 6 seconds.
 KK0861
 KK0861.The orthometric height was determined by differential leveling
 KK0861.and adjusted by the National Geodetic Survey in June 1991..
 KK0861
 KK0861.The geoid height was determined by GEOID03.
 KK0861
 KK0861.The dynamic height is computed by dividing the NAVD 88
 KK0861.geopotential number by the normal gravity value computed on the
 KK0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0861.degrees latitude (g = 980.6199 gals.).
 KK0861
 KK0861.The modeled gravity was interpolated from observed gravity values.
 KK0861
 KK0861;                    North         East    Units  Estimated Accuracy
 KK0861;SPC CO C     -   472,660.      884,830.      MT  (+/- 180 meters Scaled)
 KK0861
 KK0861                          SUPERSEDED SURVEY CONTROL
 KK0861
 KK0861  NGVD 29 (??/??/92) 2909.235  (m)         9544.72   (f) ADJ UNCH    1 2
 KK0861
 KK0861.Superseded values are not recommended for survey control.
 KK0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0861.See file dsdata.txt to determine how the superseded data were derived.
 KK0861
 KK0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD273554(NAD 83)
 KK0861_MARKER: DB = BENCH MARK DISK
 KK0861_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0861_SP_SET: CULVERT
 KK0861_STAMPING: H 303 1951
 KK0861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0861
 KK0861  HISTORY     - Date     Condition        Report By
 KK0861  HISTORY     - 1951     MONUMENTED       CGS
 KK0861
 KK0861                          STATION DESCRIPTION
 KK0861
 KK0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0861'3.8 MI NE FROM COMO.
 KK0861'0.55 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE ABANDONED
 KK0861'COLORADO AND SOUTHERN RAILROAD STATION AT COMO, THENCE 3.3 MILES
 KK0861'NORTHEAST ALONG U.S. HIGHWAY 285, 58 FEET NORTHWEST OF THE CENTER
 KK0861'LINE OF THE HIGHWAY, 51 FEET NORTHEAST OF THE CENTER LINE OF A
 KK0861'PRIVATE DRIVEWAY, 42 FEET EAST OF A TELEPHONE POLE, 3.2 MILES
 KK0861'SOUTHWEST OF THE POST OFFICE AT JEFFERSON, SET IN THE TOP OF THE
 KK0861'SOUTHWEST END OF THE NORTHWEST HEADWALL OF A 4X13 FOOT CONCRETE
 KK0861'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1067 ***********************************************************************
 KK1067  DESIGNATION -  H 304
 KK1067  PID         -  KK1067
 KK1067  STATE/COUNTY-  CO/CLEAR CREEK
 KK1067  USGS QUAD   -  GEORGETOWN (1974)
 KK1067
 KK1067                         *CURRENT SURVEY CONTROL
 KK1067  ___________________________________________________________________
 KK1067* NAD 83(1986)-  39 38 42.     (N)    105 42 28.     (W)     SCALED    
 KK1067* NAVD 88     -      3102.765  (meters)   10179.65   (feet)  ADJUSTED  
 KK1067  ___________________________________________________________________
 KK1067  GEOID HEIGHT-         -12.28  (meters)                     GEOID03
 KK1067  DYNAMIC HT  -        3098.827 (meters)   10166.73  (feet)  COMP
 KK1067  MODELED GRAV-     979,243.9   (mgal)                       NAVD 88
 KK1067
 KK1067  VERT ORDER  -  FIRST     CLASS II
 KK1067
 KK1067.The horizontal coordinates were scaled from a topographic map and have
 KK1067.an estimated accuracy of +/- 6 seconds.
 KK1067
 KK1067.The orthometric height was determined by differential leveling
 KK1067.and adjusted by the National Geodetic Survey in June 1991..
 KK1067
 KK1067.The geoid height was determined by GEOID03.
 KK1067
 KK1067.The dynamic height is computed by dividing the NAVD 88
 KK1067.geopotential number by the normal gravity value computed on the
 KK1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1067.degrees latitude (g = 980.6199 gals.).
 KK1067
 KK1067.The modeled gravity was interpolated from observed gravity values.
 KK1067
 KK1067;                    North         East    Units  Estimated Accuracy
 KK1067;SPC CO C     -   505,930.      896,570.      MT  (+/- 180 meters Scaled)
 KK1067
 KK1067                          SUPERSEDED SURVEY CONTROL
 KK1067
 KK1067  NGVD 29 (??/??/92) 3101.085  (m)        10174.14   (f) ADJ UNCH    1 2
 KK1067
 KK1067.Superseded values are not recommended for survey control.
 KK1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1067.See file dsdata.txt to determine how the superseded data were derived.
 KK1067
 KK1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD392885(NAD 83)
 KK1067_MARKER: DB = BENCH MARK DISK
 KK1067_SETTING: 80 = SET IN A BOULDER
 KK1067_STAMPING: H 304 1951
 KK1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1067+STABILITY: SURFACE MOTION
 KK1067
 KK1067  HISTORY     - Date     Condition        Report By
 KK1067  HISTORY     - 1951     MONUMENTED       CGS
 KK1067  HISTORY     - 1954     GOOD             NGS
 KK1067
 KK1067                          STATION DESCRIPTION
 KK1067
 KK1067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1067'5.8 MI S FROM GEORGETOWN.
 KK1067'5.85 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE POST
 KK1067'OFFICE AT GEORGETOWN, 100 FEET WEST OF THE CENTER LINE OF THE
 KK1067'NEW ROAD, 67 FEET WEST OF THE CENTER LINE OF THE OLD ROAD, 59
 KK1067'FEET NORTH OF A GROUP OF 8 SPRUCE TREES, 25 FEET ABOVE THE NEW
 KK1067'ROAD, 4 FEET ABOVE THE GROUND, SET IN THE TOP OF A GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0834 ***********************************************************************
 KK0834  DESIGNATION -  H 305
 KK0834  PID         -  KK0834
 KK0834  STATE/COUNTY-  CO/PARK
 KK0834  USGS QUAD   -  MOUNT LOGAN (1994)
 KK0834
 KK0834                         *CURRENT SURVEY CONTROL
 KK0834  ___________________________________________________________________
 KK0834* NAD 83(1986)-  39 27 40.     (N)    105 40 37.     (W)     SCALED    
 KK0834* NAVD 88     -      2644.995  (meters)    8677.79   (feet)  ADJUSTED  
 KK0834  ___________________________________________________________________
 KK0834  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 KK0834  DYNAMIC HT  -        2641.832 (meters)    8667.41  (feet)  COMP
 KK0834  MODELED GRAV-     979,335.0   (mgal)                       NAVD 88
 KK0834
 KK0834  VERT ORDER  -  FIRST     CLASS II
 KK0834
 KK0834.The horizontal coordinates were scaled from a topographic map and have
 KK0834.an estimated accuracy of +/- 6 seconds.
 KK0834
 KK0834.The orthometric height was determined by differential leveling
 KK0834.and adjusted by the National Geodetic Survey in June 1991..
 KK0834
 KK0834.The geoid height was determined by GEOID03.
 KK0834
 KK0834.The dynamic height is computed by dividing the NAVD 88
 KK0834.geopotential number by the normal gravity value computed on the
 KK0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0834.degrees latitude (g = 980.6199 gals.).
 KK0834
 KK0834.The modeled gravity was interpolated from observed gravity values.
 KK0834
 KK0834;                    North         East    Units  Estimated Accuracy
 KK0834;SPC CO C     -   485,510.      899,170.      MT  (+/- 180 meters Scaled)
 KK0834
 KK0834                          SUPERSEDED SURVEY CONTROL
 KK0834
 KK0834  NGVD 29 (??/??/92) 2643.530  (m)         8672.98   (f) ADJ UNCH    1 2
 KK0834
 KK0834.Superseded values are not recommended for survey control.
 KK0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0834.See file dsdata.txt to determine how the superseded data were derived.
 KK0834
 KK0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD417681(NAD 83)
 KK0834_MARKER: DD = SURVEY DISK
 KK0834_SETTING: 66 = SET IN ROCK OUTCROP
 KK0834_SP_SET: OUTCROP
 KK0834_STAMPING: H 305
 KK0834_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0834+STABILITY: POSITION/ELEVATION WELL
 KK0834
 KK0834  HISTORY     - Date     Condition        Report By
 KK0834  HISTORY     - UNK      MONUMENTED       DMWW
 KK0834  HISTORY     - 1951     GOOD             NGS
 KK0834  HISTORY     - 19840625 MARK NOT FOUND   USGS
 KK0834
 KK0834                          STATION DESCRIPTION
 KK0834
 KK0834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0834'0.8 MI W FROM GRANT.
 KK0834'0.85 MILE WEST ALONG U.S. HIGHWAY 285 FROM THE PLATTE RIVER INN
 KK0834'AT GRANT, AT THE ENTRANCE TO THE BLUE RIVER TUNNEL, 36 FEET
 KK0834'NORTH OF THE CENTER LINE OF THE HIGHWAY, 28 FEET WEST OF THE WEST
 KK0834'SIDE OF THE SOUTHEAST ENTRANCE TO THE TUNNEL, 8 FEET NORTH OF THE
 KK0834'CENTER LINE OF A GRAVELED ROAD, 2 FEET ABOVE THE GROUND, SET
 KK0834'IN THE TOP OF A GRANITE OUTCROP.
 KK0834
 KK0834                          STATION RECOVERY (1984)
 KK0834
 KK0834'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 KK0834'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0719 ***********************************************************************
 KK0719  DESIGNATION -  H 306
 KK0719  PID         -  KK0719
 KK0719  STATE/COUNTY-  CO/JEFFERSON
 KK0719  USGS QUAD   -  PINE (1994)
 KK0719
 KK0719                         *CURRENT SURVEY CONTROL
 KK0719  ___________________________________________________________________
 KK0719* NAD 83(1986)-  39 24 20.     (N)    105 20 14.     (W)     SCALED    
 KK0719* NAVD 88     -      2067.712  (meters)    6783.82   (feet)  ADJUSTED  
 KK0719  ___________________________________________________________________
 KK0719  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 KK0719  DYNAMIC HT  -        2065.486 (meters)    6776.52  (feet)  COMP
 KK0719  MODELED GRAV-     979,476.5   (mgal)                       NAVD 88
 KK0719
 KK0719  VERT ORDER  -  FIRST     CLASS II
 KK0719
 KK0719.The horizontal coordinates were scaled from a topographic map and have
 KK0719.an estimated accuracy of +/- 6 seconds.
 KK0719
 KK0719.The orthometric height was determined by differential leveling
 KK0719.and adjusted by the National Geodetic Survey in June 1991..
 KK0719
 KK0719.The geoid height was determined by GEOID03.
 KK0719
 KK0719.The dynamic height is computed by dividing the NAVD 88
 KK0719.geopotential number by the normal gravity value computed on the
 KK0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0719.degrees latitude (g = 980.6199 gals.).
 KK0719
 KK0719.The modeled gravity was interpolated from observed gravity values.
 KK0719
 KK0719;                    North         East    Units  Estimated Accuracy
 KK0719;SPC CO C     -   479,340.      928,420.      MT  (+/- 180 meters Scaled)
 KK0719
 KK0719                          SUPERSEDED SURVEY CONTROL
 KK0719
 KK0719  NGVD 29 (??/??/92) 2066.539  (m)         6779.97   (f) ADJ UNCH    1 2
 KK0719
 KK0719.Superseded values are not recommended for survey control.
 KK0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0719.See file dsdata.txt to determine how the superseded data were derived.
 KK0719
 KK0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD709618(NAD 83)
 KK0719_MARKER: DB = BENCH MARK DISK
 KK0719_SETTING: 66 = SET IN ROCK OUTCROP
 KK0719_SP_SET: GRANITE ROCK
 KK0719_STAMPING: H 306 1951
 KK0719_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0719+STABILITY: POSITION/ELEVATION WELL
 KK0719
 KK0719  HISTORY     - Date     Condition        Report By
 KK0719  HISTORY     - 1951     MONUMENTED       CGS
 KK0719  HISTORY     - 1955     GOOD             NGS
 KK0719
 KK0719                          STATION DESCRIPTION
 KK0719
 KK0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0719'1 MI SW FROM PINE GROVE.
 KK0719'1.0 MILE SOUTHWEST ALONG THE ABANDONED COLORADO AND SOUTHERN
 KK0719'RAILROAD GRADE FROM THE POST OFFICE AT PINE GROVE, 0.3 MILE SOUTHWEST
 KK0719'OF PARADISE LODGE, 154 YARDS SOUTHEAST OF A POLE GATE, 25 FEET
 KK0719'WEST OF THE WEST BANK OF THE NORTH FORK OF THE SOUTH PLATTE RIVER,
 KK0719'12 FEET WEST OF THE CENTER LINE OF THE OLD RAILROAD GRADE, 3 FEET
 KK0719'ABOVE THE GROUND, SET IN THE TOP OF A GRANITE ROCK.
 KK0719
 KK0719                          STATION RECOVERY (1955)
 KK0719
 KK0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0548 ***********************************************************************
 KK0548  DESIGNATION -  H 307
 KK0548  PID         -  KK0548
 KK0548  STATE/COUNTY-  CO/DOUGLAS
 KK0548  USGS QUAD   -  LITTLETON (1994)
 KK0548
 KK0548                         *CURRENT SURVEY CONTROL
 KK0548  ___________________________________________________________________
 KK0548* NAD 83(1986)-  39 31 10.     (N)    105 01 38.     (W)     SCALED    
 KK0548* NAVD 88     -      1686.766  (meters)    5534.00   (feet)  ADJUSTED  
 KK0548  ___________________________________________________________________
 KK0548  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 KK0548  DYNAMIC HT  -        1685.078 (meters)    5528.46  (feet)  COMP
 KK0548  MODELED GRAV-     979,567.1   (mgal)                       NAVD 88
 KK0548
 KK0548  VERT ORDER  -  FIRST     CLASS II
 KK0548
 KK0548.The horizontal coordinates were scaled from a topographic map and have
 KK0548.an estimated accuracy of +/- 6 seconds.
 KK0548
 KK0548.The orthometric height was determined by differential leveling
 KK0548.and adjusted by the National Geodetic Survey in June 1991..
 KK0548
 KK0548.The geoid height was determined by GEOID03.
 KK0548
 KK0548.The dynamic height is computed by dividing the NAVD 88
 KK0548.geopotential number by the normal gravity value computed on the
 KK0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0548.degrees latitude (g = 980.6199 gals.).
 KK0548
 KK0548.The modeled gravity was interpolated from observed gravity values.
 KK0548
 KK0548;                    North         East    Units  Estimated Accuracy
 KK0548;SPC CO C     -   492,080.      955,050.      MT  (+/- 180 meters Scaled)
 KK0548
 KK0548                          SUPERSEDED SURVEY CONTROL
 KK0548
 KK0548  NGVD 29 (??/??/??) 1685.829  (m)         5530.92   (f) ADJUSTED    1 2
 KK0548
 KK0548.Superseded values are not recommended for survey control.
 KK0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0548.See file dsdata.txt to determine how the superseded data were derived.
 KK0548
 KK0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD976744(NAD 83)
 KK0548_MARKER: DB = BENCH MARK DISK
 KK0548_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KK0548_STAMPING: H 307 1951
 KK0548_MARK LOGO: CGS   
 KK0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0548+STABILITY: SURFACE MOTION
 KK0548
 KK0548  HISTORY     - Date     Condition        Report By
 KK0548  HISTORY     - 1951     MONUMENTED       CGS
 KK0548  HISTORY     - 1955     GOOD             NGS
 KK0548  HISTORY     - 1982     GOOD             NGS
 KK0548  HISTORY     - 1983     GOOD             NGS
 KK0548  HISTORY     - 20000913 GOOD             MSAM
 KK0548
 KK0548                          STATION DESCRIPTION
 KK0548
 KK0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0548'7 MI S FROM LITTLETON.
 KK0548'7.0 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN
 KK0548'RAILROAD FROM THE STATION AT LITTLETON, 321 FEET SOUTHWEST OF THE
 KK0548'ABANDONED STATION AT ACEQUIA, 178 FEET SOUTHEAST OF THE SPRING
 KK0548'SIDING SWITCH, 9.3 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 KK0548'MAIN TRACK, 2 FEET ABOVE THE GROUND, SET IN THE TOP OF THE EAST
 KK0548'CORNER OF THE CONCRETE BASE OF SEMAPHORE 176.
 KK0548
 KK0548                          STATION RECOVERY (1955)
 KK0548
 KK0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0548'RECOVERED IN GOOD CONDITION.
 KK0548
 KK0548                          STATION RECOVERY (1982)
 KK0548
 KK0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0548'NEW DESC: 11.3 KM (7.0 MI) SOUTH ALONG THE DENVER AND RIO GRANDE
 KK0548'WESTERN RAILROAD FROM THE RTO TRANSIT CENTER IN LITTETON, 0.8 KM (0.5
 KK0548'MI) SOUTH OF A ROAD CROSSING, 0.4 KM (0.25 MI) SOUTH OF THE STATION
 KK0548'SIGN AT ACEQUIA, 54.3 M (178 FT) SOUTHEAST OF THE SPRING SIDING
 KK0548'SWITCH, 2.8 M (9.3 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 KK0548'TRACK, 0.6 M (2 FT) ABOVE GROUND, AND SET IN THE TOP OF THE EAST
 KK0548'CORNER OF THE CONCRETE BASE OF SEMAPHORE 176.
 KK0548
 KK0548                          STATION RECOVERY (1983)
 KK0548
 KK0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0548'RECOVERED IN GOOD CONDITION.
 KK0548
 KK0548                          STATION RECOVERY (2000)
 KK0548
 KK0548'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2000 (RB)
 KK0548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0510 ***********************************************************************
 LL0510  DESIGNATION -  H 308
 LL0510  PID         -  LL0510
 LL0510  STATE/COUNTY-  CO/LARIMER
 LL0510  USGS QUAD   -  ROUND BUTTE (1975)
 LL0510
 LL0510                         *CURRENT SURVEY CONTROL
 LL0510  ___________________________________________________________________
 LL0510* NAD 83(1986)-  40 54 24.     (N)    105 01 08.     (W)     SCALED    
 LL0510* NAVD 88     -      1774.437  (meters)    5821.63   (feet)  ADJUSTED  
 LL0510  ___________________________________________________________________
 LL0510  GEOID HEIGHT-         -15.50  (meters)                     GEOID03
 LL0510  DYNAMIC HT  -        1772.899 (meters)    5816.59  (feet)  COMP
 LL0510  MODELED GRAV-     979,694.6   (mgal)                       NAVD 88
 LL0510
 LL0510  VERT ORDER  -  SECOND    CLASS 0
 LL0510
 LL0510.The horizontal coordinates were scaled from a topographic map and have
 LL0510.an estimated accuracy of +/- 6 seconds.
 LL0510
 LL0510.The orthometric height was determined by differential leveling
 LL0510.and adjusted by the National Geodetic Survey in June 1991..
 LL0510
 LL0510.The geoid height was determined by GEOID03.
 LL0510
 LL0510.The dynamic height is computed by dividing the NAVD 88
 LL0510.geopotential number by the normal gravity value computed on the
 LL0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0510.degrees latitude (g = 980.6199 gals.).
 LL0510
 LL0510.The modeled gravity was interpolated from observed gravity values.
 LL0510
 LL0510;                    North         East    Units  Estimated Accuracy
 LL0510;SPC CO N     -   479,610.      954,940.      MT  (+/- 180 meters Scaled)
 LL0510
 LL0510                          SUPERSEDED SURVEY CONTROL
 LL0510
 LL0510  NGVD 29 (??/??/92) 1773.425  (m)         5818.31   (f) ADJ UNCH    2 0
 LL0510
 LL0510.Superseded values are not recommended for survey control.
 LL0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0510.See file dsdata.txt to determine how the superseded data were derived.
 LL0510
 LL0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF984283(NAD 83)
 LL0510_MARKER: DB = BENCH MARK DISK
 LL0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0510_STAMPING: H 308 1952
 LL0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0510+STABILITY: SURFACE MOTION
 LL0510
 LL0510  HISTORY     - Date     Condition        Report By
 LL0510  HISTORY     - 1952     MONUMENTED       CGS
 LL0510
 LL0510                          STATION DESCRIPTION
 LL0510
 LL0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0510'8.6 MI SW FROM CARR.
 LL0510'2.2 MILES WEST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC RAILROAD
 LL0510'STATION AT CARR, THENCE 0.5 MILE NORTH ALONG A GRAVELED ROAD, THENCE
 LL0510'0.75 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.85 MILE NORTHWEST
 LL0510'ALONG A GRAVELED ROAD,THENCE 2.45 MILES WEST ALONG A GRAVELED ROAD,
 LL0510'THENCE 0.6 MILE NORTHWEST ALONG A DIRT ROAD, THENCE 1.25 MILES
 LL0510'SOUTHWEST ALONG A TRACK ROAD, 0.1 MILE EAST OF A FARMHOUSE,
 LL0510'117 FEET EAST OF A FENCE CORNER, 69 FEET SOUTH OF THE CENTER LINE
 LL0510'OF A TRACK ROAD, 2.8 FEET NORTH OF A FENCE, 2.4 FEET WEST OF A
 LL0510'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LL0510'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0363 ***********************************************************************
 LL0363  DESIGNATION -  H 309
 LL0363  PID         -  LL0363
 LL0363  STATE/COUNTY-  CO/WELD
 LL0363  USGS QUAD   -  CHALK BLUFFS SW (1972)
 LL0363
 LL0363                         *CURRENT SURVEY CONTROL
 LL0363  ___________________________________________________________________
 LL0363* NAD 83(1986)-  40 52 12.     (N)    104 40 03.     (W)     SCALED    
 LL0363* NAVD 88     -      1661.515  (meters)    5451.15   (feet)  ADJUSTED  
 LL0363  ___________________________________________________________________
 LL0363  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 LL0363  DYNAMIC HT  -        1660.105 (meters)    5446.53  (feet)  COMP
 LL0363  MODELED GRAV-     979,717.5   (mgal)                       NAVD 88
 LL0363
 LL0363  VERT ORDER  -  SECOND    CLASS 0
 LL0363
 LL0363.The horizontal coordinates were scaled from a topographic map and have
 LL0363.an estimated accuracy of +/- 6 seconds.
 LL0363
 LL0363.The orthometric height was determined by differential leveling
 LL0363.and adjusted by the National Geodetic Survey in June 1991..
 LL0363
 LL0363.The geoid height was determined by GEOID03.
 LL0363
 LL0363.The dynamic height is computed by dividing the NAVD 88
 LL0363.geopotential number by the normal gravity value computed on the
 LL0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0363.degrees latitude (g = 980.6199 gals.).
 LL0363
 LL0363.The modeled gravity was interpolated from observed gravity values.
 LL0363
 LL0363;                    North         East    Units  Estimated Accuracy
 LL0363;SPC CO N     -   475,760.      984,580.      MT  (+/- 180 meters Scaled)
 LL0363
 LL0363                          SUPERSEDED SURVEY CONTROL
 LL0363
 LL0363  NGVD 29 (??/??/92) 1660.569  (m)         5448.05   (f) ADJ UNCH    2 0
 LL0363
 LL0363.Superseded values are not recommended for survey control.
 LL0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0363.See file dsdata.txt to determine how the superseded data were derived.
 LL0363
 LL0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF280243(NAD 83)
 LL0363_MARKER: DB = BENCH MARK DISK
 LL0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0363_STAMPING: H 309 1952
 LL0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0363+STABILITY: SURFACE MOTION
 LL0363
 LL0363  HISTORY     - Date     Condition        Report By
 LL0363  HISTORY     - 1952     MONUMENTED       CGS
 LL0363
 LL0363                          STATION DESCRIPTION
 LL0363
 LL0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0363'12.8 MI SE FROM CARR.
 LL0363'4.25 MILES EAST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 LL0363'RAILROAD STATION AT CARR, THENCE 2.0 MILES SOUTH ALONG U.S.
 LL0363'HIGHWAY 85, THENCE 6.6 MILES EAST ALONG A GRAVELED ROAD, AT THE
 LL0363'ENTRANCE TO A PASTURE, 39 FEET NORTH OF THE CENTER LINE OF A
 LL0363'GRAVELED ROAD, 22.5 FEET EAST OF THE CENTER LINE OF A TRACK ROAD
 LL0363'LEADING NORTH, 4 FEET NORTH OF A FENCE, 2 FEET EAST OF A WITNESS
 LL0363'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 LL0363'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0183 ***********************************************************************
 HL0183  DESIGNATION -  H 31
 HL0183  PID         -  HL0183
 HL0183  STATE/COUNTY-  CO/LA PLATA
 HL0183  USGS QUAD   -  ALLISON (1975)
 HL0183
 HL0183                         *CURRENT SURVEY CONTROL
 HL0183  ___________________________________________________________________
 HL0183* NAD 83(1986)-  37 01 28.     (N)    107 29 17.     (W)     SCALED    
 HL0183* NAVD 88     -      1896.392  (meters)    6221.75   (feet)  ADJUSTED  
 HL0183  ___________________________________________________________________
 HL0183  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 HL0183  DYNAMIC HT  -        1893.926 (meters)    6213.66  (feet)  COMP
 HL0183  MODELED GRAV-     979,264.2   (mgal)                       NAVD 88
 HL0183
 HL0183  VERT ORDER  -  FIRST     CLASS II
 HL0183
 HL0183.The horizontal coordinates were scaled from a topographic map and have
 HL0183.an estimated accuracy of +/- 6 seconds.
 HL0183
 HL0183.The orthometric height was determined by differential leveling
 HL0183.and adjusted by the National Geodetic Survey in June 1991..
 HL0183
 HL0183.The geoid height was determined by GEOID03.
 HL0183
 HL0183.The dynamic height is computed by dividing the NAVD 88
 HL0183.geopotential number by the normal gravity value computed on the
 HL0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0183.degrees latitude (g = 980.6199 gals.).
 HL0183
 HL0183.The modeled gravity was interpolated from observed gravity values.
 HL0183
 HL0183;                    North         East    Units  Estimated Accuracy
 HL0183;SPC CO S     -   346,390.      737,500.      MT  (+/- 180 meters Scaled)
 HL0183
 HL0183                          SUPERSEDED SURVEY CONTROL
 HL0183
 HL0183  NGVD 29 (??/??/92) 1895.157  (m)         6217.69   (f) ADJ UNCH    1 2
 HL0183
 HL0183.Superseded values are not recommended for survey control.
 HL0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0183.See file dsdata.txt to determine how the superseded data were derived.
 HL0183
 HL0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB786004(NAD 83)
 HL0183_MARKER: DB = BENCH MARK DISK
 HL0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0183_STAMPING: H 31 1934
 HL0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0183+STABILITY: SURFACE MOTION
 HL0183
 HL0183  HISTORY     - Date     Condition        Report By
 HL0183  HISTORY     - 1934     MONUMENTED       CGS
 HL0183
 HL0183                          STATION DESCRIPTION
 HL0183
 HL0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0183'IN ALLISON.
 HL0183'AT A GRADE CROSSING ON THE RIGHT OF WAY OF THE D.R.G. AND W. RAILROAD
 HL0183'97.0 FT SOUTH WEST OF A.B. BRYANT GENERAL STORE.  29.0 FT EAST OF THE
 HL0183'CENTER LINE OF TRACK.  57.0 FT S. EAST OF CENTER OF GRADE CROSSING.
 HL0183'145 FT N. OF THE RAILROAD STATION.  M.P. 410.98 RAIL ROAD MILEAGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0370 ***********************************************************************
 LL0370  DESIGNATION -  H 310
 LL0370  PID         -  LL0370
 LL0370  STATE/COUNTY-  CO/WELD
 LL0370  USGS QUAD   -  CHALK BLUFFS SE (1972)
 LL0370
 LL0370                         *CURRENT SURVEY CONTROL
 LL0370  ___________________________________________________________________
 LL0370* NAD 83(1986)-  40 51 41.     (N)    104 32 29.     (W)     SCALED    
 LL0370* NAVD 88     -      1626.492  (meters)    5336.25   (feet)  ADJUSTED  
 LL0370  ___________________________________________________________________
 LL0370  GEOID HEIGHT-         -17.58  (meters)                     GEOID03
 LL0370  DYNAMIC HT  -        1625.130 (meters)    5331.78  (feet)  COMP
 LL0370  MODELED GRAV-     979,730.3   (mgal)                       NAVD 88
 LL0370
 LL0370  VERT ORDER  -  SECOND    CLASS 0
 LL0370
 LL0370.The horizontal coordinates were scaled from a topographic map and have
 LL0370.an estimated accuracy of +/- 6 seconds.
 LL0370
 LL0370.The orthometric height was determined by differential leveling
 LL0370.and adjusted by the National Geodetic Survey in June 1991..
 LL0370
 LL0370.The geoid height was determined by GEOID03.
 LL0370
 LL0370.The dynamic height is computed by dividing the NAVD 88
 LL0370.geopotential number by the normal gravity value computed on the
 LL0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0370.degrees latitude (g = 980.6199 gals.).
 LL0370
 LL0370.The modeled gravity was interpolated from observed gravity values.
 LL0370
 LL0370;                    North         East    Units  Estimated Accuracy
 LL0370;SPC CO N     -   474,910.      995,220.      MT  (+/- 180 meters Scaled)
 LL0370
 LL0370                          SUPERSEDED SURVEY CONTROL
 LL0370
 LL0370  NGVD 29 (??/??/92) 1625.578  (m)         5333.25   (f) ADJ UNCH    2 0
 LL0370
 LL0370.Superseded values are not recommended for survey control.
 LL0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0370.See file dsdata.txt to determine how the superseded data were derived.
 LL0370
 LL0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF386234(NAD 83)
 LL0370_MARKER: DB = BENCH MARK DISK
 LL0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0370_STAMPING: H 310 1952
 LL0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0370+STABILITY: SURFACE MOTION
 LL0370
 LL0370  HISTORY     - Date     Condition        Report By
 LL0370  HISTORY     - 1952     MONUMENTED       CGS
 LL0370
 LL0370                          STATION DESCRIPTION
 LL0370
 LL0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0370'18.4 MI SW FROM GROVER.
 LL0370'0.3 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LL0370'RAILROAD FROM THE STATION AT GROVER, THENCE 5.9 MILES WEST ALONG A
 LL0370'GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD, THENCE
 LL0370'4.95 MILES WEST ALONG A GRAVELED ROAD, THENCE 5.85 MILES WEST
 LL0370'ALONG A DIRT ROAD, THENCE 0.35 MILE NORTH ALONG A DIRT ROAD,
 LL0370'0.55 MILE SOUTH OF A GRAVELED ROAD LEADING WEST, 70 FEET SOUTHWEST
 LL0370'OF THE CENTER LINE OF A TRACK ROAD LEADING SOUTHEAST, 86 FEET
 LL0370'EAST OF THE CENTER LINE OF A NORTH AND SOUTH DIRT ROAD, 3.3 FEET
 LL0370'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LL0370'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0294 ***********************************************************************
 LK0294  DESIGNATION -  H 311
 LK0294  PID         -  LK0294
 LK0294  STATE/COUNTY-  CO/MORGAN
 LK0294  USGS QUAD   -  WELDONA (1984)
 LK0294
 LK0294                         *CURRENT SURVEY CONTROL
 LK0294  ___________________________________________________________________
 LK0294* NAD 83(1986)-  40 21 09.     (N)    103 57 33.     (W)     SCALED    
 LK0294* NAVD 88     -      1328.911  (meters)    4359.94   (feet)  POSTED    
 LK0294  ___________________________________________________________________
 LK0294  GEOID HEIGHT-         -19.24  (meters)                     GEOID03
 LK0294  DYNAMIC HT  -        1327.840 (meters)    4356.42  (feet)  COMP
 LK0294  MODELED GRAV-     979,773.2   (mgal)                       NAVD 88
 LK0294
 LK0294  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LK0294
 LK0294.The horizontal coordinates were scaled from a topographic map and have
 LK0294.an estimated accuracy of +/- 6 seconds.
 LK0294
 LK0294.The orthometric height was determined by differential leveling
 LK0294.and adjusted by the National Geodetic Survey in 1992..
 LK0294.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LK0294.rate of 2.1 thru 3.0 mm/km.
 LK0294
 LK0294.The geoid height was determined by GEOID03.
 LK0294
 LK0294.The dynamic height is computed by dividing the NAVD 88
 LK0294.geopotential number by the normal gravity value computed on the
 LK0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0294.degrees latitude (g = 980.6199 gals.).
 LK0294
 LK0294.The modeled gravity was interpolated from observed gravity values.
 LK0294
 LK0294;                    North         East    Units  Estimated Accuracy
 LK0294;SPC CO N     -   419,100.    1,045,290.      MT  (+/- 180 meters Scaled)
 LK0294
 LK0294                          SUPERSEDED SURVEY CONTROL
 LK0294
 LK0294  NGVD 29 (??/??/92) 1328.176  (m)         4357.52   (f) ADJ UNCH    2 0
 LK0294
 LK0294.Superseded values are not recommended for survey control.
 LK0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0294.See file dsdata.txt to determine how the superseded data were derived.
 LK0294
 LK0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE883674(NAD 83)
 LK0294_MARKER: DB = BENCH MARK DISK
 LK0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0294_STAMPING: H 311 1952
 LK0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0294+STABILITY: SURFACE MOTION
 LK0294
 LK0294  HISTORY     - Date     Condition        Report By
 LK0294  HISTORY     - 1952     MONUMENTED       CGS
 LK0294
 LK0294                          STATION DESCRIPTION
 LK0294
 LK0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LK0294'0.9 MI NE FROM WELDONA.
 LK0294'0.3 MILE NORTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 LK0294'RAILROAD STATION AT WELDONA, THENCE 0.4 MILE EAST ALONG A GRADED
 LK0294'DIRT ROAD, THENCE 0.2 MILE NORTH ALONG A GRAVELED ROAD, 0.2 MILE
 LK0294'NORTH OF AN EAST AND WEST DIRT ROAD, 20 FEET EAST OF THE CENTER
 LK0294'LINE OF THE GRAVELED ROAD, 2.8 FEET WEST OF A FENCE, 4.2 FEET
 LK0294'NORTH OF A POWER POLE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE
 LK0294'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0316 ***********************************************************************
 LK0316  DESIGNATION -  H 312
 LK0316  PID         -  LK0316
 LK0316  STATE/COUNTY-  CO/WELD
 LK0316  USGS QUAD   -  BUCKINGHAM (1978)
 LK0316
 LK0316                         *CURRENT SURVEY CONTROL
 LK0316  ___________________________________________________________________
 LK0316* NAD 83(1986)-  40 36 42.     (N)    103 57 53.     (W)     SCALED    
 LK0316* NAVD 88     -      1498.777  (meters)    4917.24   (feet)  ADJUSTED  
 LK0316  ___________________________________________________________________
 LK0316  GEOID HEIGHT-         -18.83  (meters)                     GEOID03
 LK0316  DYNAMIC HT  -        1497.559 (meters)    4913.24  (feet)  COMP
 LK0316  MODELED GRAV-     979,759.4   (mgal)                       NAVD 88
 LK0316
 LK0316  VERT ORDER  -  SECOND    CLASS 0
 LK0316
 LK0316.The horizontal coordinates were scaled from a topographic map and have
 LK0316.an estimated accuracy of +/- 6 seconds.
 LK0316
 LK0316.The orthometric height was determined by differential leveling
 LK0316.and adjusted by the National Geodetic Survey in June 1991..
 LK0316
 LK0316.The geoid height was determined by GEOID03.
 LK0316
 LK0316.The dynamic height is computed by dividing the NAVD 88
 LK0316.geopotential number by the normal gravity value computed on the
 LK0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0316.degrees latitude (g = 980.6199 gals.).
 LK0316
 LK0316.The modeled gravity was interpolated from observed gravity values.
 LK0316
 LK0316;                    North         East    Units  Estimated Accuracy
 LK0316;SPC CO N     -   447,860.    1,044,320.      MT  (+/- 180 meters Scaled)
 LK0316
 LK0316                          SUPERSEDED SURVEY CONTROL
 LK0316
 LK0316  NGVD 29 (??/??/92) 1498.042  (m)         4914.83   (f) ADJ UNCH    2 0
 LK0316
 LK0316.Superseded values are not recommended for survey control.
 LK0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0316.See file dsdata.txt to determine how the superseded data were derived.
 LK0316
 LK0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE875961(NAD 83)
 LK0316_MARKER: DB = BENCH MARK DISK
 LK0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0316_STAMPING: H 312 1952
 LK0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0316+STABILITY: SURFACE MOTION
 LK0316
 LK0316  HISTORY     - Date     Condition        Report By
 LK0316  HISTORY     - 1952     MONUMENTED       CGS
 LK0316
 LK0316                          STATION DESCRIPTION
 LK0316
 LK0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LK0316'1 MI SE FROM BUCKINGHAM.
 LK0316'1.05 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LK0316'RAILROAD FROM THE POST OFFICE AT BUCKINGHAM, AT A ROAD CROSSING,
 LK0316'100 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 14, 59
 LK0316'FEET NORTHWEST OF THE CENTER LINE OF A DIRT ROAD, 38.5 FEET
 LK0316'SOUTHWEST OF THE SOUTHWEST RAIL, 11 FEET SOUTHEAST OF A TELEPHONE
 LK0316'POLE, 3.2 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 LK0316'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0535 ***********************************************************************
 KK0535  DESIGNATION -  H 314
 KK0535  PID         -  KK0535
 KK0535  STATE/COUNTY-  CO/ADAMS
 KK0535  USGS QUAD   -  COMMERCE CITY (1994)
 KK0535
 KK0535                         *CURRENT SURVEY CONTROL
 KK0535  ___________________________________________________________________
 KK0535* NAD 83(1986)-  39 51 12.     (N)    104 53 10.     (W)     SCALED    
 KK0535* NAVD 88     -      1565.871  (meters)    5137.36   (feet)  POSTED    
 KK0535  ___________________________________________________________________
 KK0535  GEOID HEIGHT-         -17.58  (meters)                     GEOID03
 KK0535  DYNAMIC HT  -        1564.420 (meters)    5132.60  (feet)  COMP
 KK0535  MODELED GRAV-     979,644.4   (mgal)                       NAVD 88
 KK0535
 KK0535  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0535
 KK0535.The horizontal coordinates were scaled from a topographic map and have
 KK0535.an estimated accuracy of +/- 6 seconds.
 KK0535
 KK0535.The orthometric height was determined by differential leveling
 KK0535.and adjusted by the National Geodetic Survey in 1992..
 KK0535.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0535.rate of 0.0 thru 1.0 mm/km.
 KK0535
 KK0535.The geoid height was determined by GEOID03.
 KK0535
 KK0535.The dynamic height is computed by dividing the NAVD 88
 KK0535.geopotential number by the normal gravity value computed on the
 KK0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0535.degrees latitude (g = 980.6199 gals.).
 KK0535
 KK0535.The modeled gravity was interpolated from observed gravity values.
 KK0535
 KK0535;                    North         East    Units  Estimated Accuracy
 KK0535;SPC CO N     -   362,720.      966,940.      MT  (+/- 180 meters Scaled)
 KK0535
 KK0535                          SUPERSEDED SURVEY CONTROL
 KK0535
 KK0535  NGVD 29 (??/??/92) 1564.977  (m)         5134.43   (f) ADJ UNCH    1 2
 KK0535
 KK0535.Superseded values are not recommended for survey control.
 KK0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0535.See file dsdata.txt to determine how the superseded data were derived.
 KK0535
 KK0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE097114(NAD 83)
 KK0535_MARKER: DB = BENCH MARK DISK
 KK0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0535_STAMPING: H 314 1956
 KK0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0535+STABILITY: SURFACE MOTION
 KK0535
 KK0535  HISTORY     - Date     Condition        Report By
 KK0535  HISTORY     - 1956     MONUMENTED       CGS
 KK0535
 KK0535                          STATION DESCRIPTION
 KK0535
 KK0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 KK0535'2.3 MI NE FROM DERBY.
 KK0535'2.3 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 KK0535'RAILROAD FROM THE STATION AT DERBY, 0.25 MILE SOUTHWEST OF A ROAD
 KK0535'CROSSING, 10 RAILS NORTHEAST OF MILEPOST 533, 55 FEET NORTHWEST OF
 KK0535'THE NORTHWEST RAIL, 42 FEET SOUTHEAST OF A POWER POLE, 2.2 FEET
 KK0535'SOUTHEAST OF A FENCE, 2.5 FEET SOUTHWEST OF A WITNESS POST,
 KK0535'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE
 KK0535'GROUND, IN SECTION 28, TOWNSHIP 2 SOUTH, RANGE 67 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0015 ***********************************************************************
 LM0015  DESIGNATION -  H 316
 LM0015  PID         -  LM0015
 LM0015  STATE/COUNTY-  CO/JACKSON
 LM0015  USGS QUAD   -  NORTHGATE (1950)
 LM0015
 LM0015                         *CURRENT SURVEY CONTROL
 LM0015  ___________________________________________________________________
 LM0015* NAD 83(1986)-  40 54 40.     (N)    106 16 49.     (W)     SCALED    
 LM0015* NAVD 88     -      2468.623  (meters)    8099.14   (feet)  ADJUSTED  
 LM0015  ___________________________________________________________________
 LM0015  GEOID HEIGHT-         -11.40  (meters)                     GEOID03
 LM0015  DYNAMIC HT  -        2466.111 (meters)    8090.90  (feet)  COMP
 LM0015  MODELED GRAV-     979,517.6   (mgal)                       NAVD 88
 LM0015
 LM0015  VERT ORDER  -  FIRST     CLASS II
 LM0015
 LM0015.The horizontal coordinates were scaled from a topographic map and have
 LM0015.an estimated accuracy of +/- 6 seconds.
 LM0015
 LM0015.The orthometric height was determined by differential leveling
 LM0015.and adjusted by the National Geodetic Survey in June 1991..
 LM0015
 LM0015.The geoid height was determined by GEOID03.
 LM0015
 LM0015.The dynamic height is computed by dividing the NAVD 88
 LM0015.geopotential number by the normal gravity value computed on the
 LM0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0015.degrees latitude (g = 980.6199 gals.).
 LM0015
 LM0015.The modeled gravity was interpolated from observed gravity values.
 LM0015
 LM0015;                    North         East    Units  Estimated Accuracy
 LM0015;SPC CO N     -   480,280.      848,660.      MT  (+/- 180 meters Scaled)
 LM0015
 LM0015                          SUPERSEDED SURVEY CONTROL
 LM0015
 LM0015  NGVD 29 (??/??/92) 2467.271  (m)         8094.70   (f) ADJ UNCH    1 2
 LM0015
 LM0015.Superseded values are not recommended for survey control.
 LM0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0015.See file dsdata.txt to determine how the superseded data were derived.
 LM0015
 LM0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF921296(NAD 83)
 LM0015_MARKER: DB = BENCH MARK DISK
 LM0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0015_STAMPING: H 316 1956
 LM0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0015+STABILITY: SURFACE MOTION
 LM0015
 LM0015  HISTORY     - Date     Condition        Report By
 LM0015  HISTORY     - 1956     MONUMENTED       CGS
 LM0015
 LM0015                          STATION DESCRIPTION
 LM0015
 LM0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 LM0015'3.8 MI S FROM KINGS CANYON.
 LM0015'3.8 MILES SOUTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 LM0015'RAILROAD FROM THE STATION SIGN AT KINGS CANYON, 40.5 FEET SOUTHEAST OF
 LM0015'THE SOUTHEAST RAIL, 2.3 FEET NORTHEAST OF THE 12TH POLE SOUTHWEST OF
 LM0015'MILEPOST 77, 2.6 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 LM0015'CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE
 LM0015'SOUTHEAST 1/4 OF SECTION 20, TOWNSHIP 11 NORTH, RANGE 79 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0083 ***********************************************************************
 HL0083  DESIGNATION -  H 32
 HL0083  PID         -  HL0083
 HL0083  STATE/COUNTY-  CO/CONEJOS
 HL0083  USGS QUAD   -  ANTONITO (1967)
 HL0083
 HL0083                         *CURRENT SURVEY CONTROL
 HL0083  ___________________________________________________________________
 HL0083* NAD 83(1986)-  37 06 04.     (N)    106 00 24.     (W)     SCALED    
 HL0083* NAVD 88     -      2397.347  (meters)    7865.30   (feet)  ADJUSTED  
 HL0083  ___________________________________________________________________
 HL0083  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 HL0083  DYNAMIC HT  -        2394.142 (meters)    7854.78  (feet)  COMP
 HL0083  MODELED GRAV-     979,207.1   (mgal)                       NAVD 88
 HL0083
 HL0083  VERT ORDER  -  FIRST     CLASS II
 HL0083
 HL0083.The horizontal coordinates were scaled from a topographic map and have
 HL0083.an estimated accuracy of +/- 6 seconds.
 HL0083
 HL0083.The orthometric height was determined by differential leveling
 HL0083.and adjusted by the National Geodetic Survey in June 1991..
 HL0083
 HL0083.The geoid height was determined by GEOID03.
 HL0083
 HL0083.The dynamic height is computed by dividing the NAVD 88
 HL0083.geopotential number by the normal gravity value computed on the
 HL0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0083.degrees latitude (g = 980.6199 gals.).
 HL0083
 HL0083.The modeled gravity was interpolated from observed gravity values.
 HL0083
 HL0083;                    North         East    Units  Estimated Accuracy
 HL0083;SPC CO S     -   353,140.      869,360.      MT  (+/- 180 meters Scaled)
 HL0083
 HL0083                          SUPERSEDED SURVEY CONTROL
 HL0083
 HL0083  NGVD 29 (??/??/92) 2396.104  (m)         7861.22   (f) ADJ UNCH    1 2
 HL0083
 HL0083.Superseded values are not recommended for survey control.
 HL0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0083.See file dsdata.txt to determine how the superseded data were derived.
 HL0083
 HL0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB105065(NAD 83)
 HL0083_MARKER: DB = BENCH MARK DISK
 HL0083_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HL0083_STAMPING: 7861.218 H 32 1933
 HL0083_MARK LOGO: CGS   
 HL0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HL0083+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 HL0083
 HL0083  HISTORY     - Date     Condition        Report By
 HL0083  HISTORY     - 1933     MONUMENTED       CGS
 HL0083  HISTORY     - 1984     GOOD             NGS
 HL0083  HISTORY     - 20040925 GOOD             GEOCAC
 HL0083
 HL0083                          STATION DESCRIPTION
 HL0083
 HL0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HL0083'1.9 MI N FROM ANTONITO.
 HL0083'ABOUT 1.9 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 HL0083'FROM ANTONITO, CONEJOS COUNTY, ABOUT 5.1 MILES SOUTH OF ROMEO, AT AN
 HL0083'OVERHEAD STEEL BRIDGE, 8 FEET NORTH OF THE SOUTH ABUTMENT, AND IN THE
 HL0083'TOP OF THE WEST END OF THE SOUTH CONCRETE PIER. A STANDARD DISK,
 HL0083'STAMPED 7861.218 H 32 1933.
 HL0083
 HL0083                          STATION RECOVERY (1984)
 HL0083
 HL0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HL0083'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.8 KM
 HL0083'(1.75 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE IN
 HL0083'ANTONITO, IN THE SOUTHWEST CORNER OF THE WEST END OF THE SOUTH PIER OF
 HL0083'THE DENVER AND RIO GRANDE WESTERN RAILROAD BRIDGE OVER THE CONEJOS
 HL0083'RIVER, 22.9 M (75.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 2.5 M
 HL0083'(8.2 FT) NORTH OF THE NORTHWEST CORNER OF THE SOUTH ABUTMENT THE
 HL0083'BRIDGE, AND 2.2 M (7.2 FT) WEST OF THE NEAR RAIL.
 HL0083'THE MARK IS 1.6 M BELOW THE RAIL.
 HL0083
 HL0083                          STATION RECOVERY (2004)
 HL0083
 HL0083'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 HL0083'RECOVERED IN GOOD CONDITION.  HANDHELD GPS COORDINATES N37 06 04.2
 HL0083'W106 00 24.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0609 ***********************************************************************
 JK0609  DESIGNATION -  H 32
 JK0609  PID         -  JK0609
 JK0609  STATE/COUNTY-  CO/SAGUACHE
 JK0609  USGS QUAD   -  VILLA GROVE (1979)
 JK0609
 JK0609                         *CURRENT SURVEY CONTROL
 JK0609  ___________________________________________________________________
 JK0609* NAD 83(1986)-  38 07 48.     (N)    105 55 19.     (W)     SCALED    
 JK0609* NAVD 88     -      2335.936  (meters)    7663.82   (feet)  POSTED    
 JK0609  ___________________________________________________________________
 JK0609  GEOID HEIGHT-         -15.34  (meters)                     GEOID03
 JK0609  DYNAMIC HT  -        2332.990 (meters)    7654.15  (feet)  COMP
 JK0609  MODELED GRAV-     979,283.9   (mgal)                       NAVD 88
 JK0609
 JK0609  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JK0609
 JK0609.The horizontal coordinates were scaled from a topographic map and have
 JK0609.an estimated accuracy of +/- 6 seconds.
 JK0609
 JK0609.The orthometric height was determined by differential leveling
 JK0609.and adjusted by the National Geodetic Survey in 1992..
 JK0609.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JK0609.rate of 4.1 thru 8.0 mm/km.
 JK0609
 JK0609.The geoid height was determined by GEOID03.
 JK0609
 JK0609.The dynamic height is computed by dividing the NAVD 88
 JK0609.geopotential number by the normal gravity value computed on the
 JK0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0609.degrees latitude (g = 980.6199 gals.).
 JK0609
 JK0609.The modeled gravity was interpolated from observed gravity values.
 JK0609
 JK0609;                    North         East    Units  Estimated Accuracy
 JK0609;SPC CO S     -   467,290.      877,410.      MT  (+/- 180 meters Scaled)
 JK0609
 JK0609                          SUPERSEDED SURVEY CONTROL
 JK0609
 JK0609  NGVD 29 (??/??/92) 2334.605  (m)         7659.45   (f) ADJ UNCH    1 2
 JK0609
 JK0609.Superseded values are not recommended for survey control.
 JK0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0609.See file dsdata.txt to determine how the superseded data were derived.
 JK0609
 JK0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC191206(NAD 83)
 JK0609_MARKER: DD = SURVEY DISK
 JK0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0609_STAMPING: H-32 1926
 JK0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0609+STABILITY: SURFACE MOTION
 JK0609
 JK0609  HISTORY     - Date     Condition        Report By
 JK0609  HISTORY     - 1926     MONUMENTED       USGS
 JK0609  HISTORY     - 1933     GOOD             NGS
 JK0609  HISTORY     - 1984     MARK NOT FOUND   NGS
 JK0609
 JK0609                          STATION DESCRIPTION
 JK0609
 JK0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 JK0609'2.7 MI S FROM MINERAL HOT SPRINGS.
 JK0609'-ABOUT 2.7 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0609'RAILROAD FROM MINERAL HOT SPRINGS, SAGUACHE COUNTY, ABOUT 20- 1/2
 JK0609'POLES SOUTH OF MILEPOST 253, AT THE NORTHEAST CORNER OF A CROSS
 JK0609'ROAD, ABOUT 103 FEET EAST OF THE CENTER LINE OF THE TRACK, 35 FEET
 JK0609'EAST OF THE CENTER LINE OF STATE HIGHWAY 17, IN LINE WITH A ROW OF
 JK0609'SMALL POLES, AND 9 FEET NORTH STAMPED H 32 1926 AND SET IN THE TOP
 JK0609'OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 JK0609
 JK0609                          STATION RECOVERY (1984)
 JK0609
 JK0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0675 ***********************************************************************
 LL0675  DESIGNATION -  H 320
 LL0675  PID         -  LL0675
 LL0675  STATE/COUNTY-  CO/BOULDER
 LL0675  USGS QUAD   -  HYGIENE (1979)
 LL0675
 LL0675                         *CURRENT SURVEY CONTROL
 LL0675  ___________________________________________________________________
 LL0675* NAD 83(1986)-  40 09 50.     (N)    105 09 21.     (W)     SCALED    
 LL0675* NAVD 88     -      1533.536  (meters)    5031.28   (feet)  POSTED    
 LL0675  ___________________________________________________________________
 LL0675  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 LL0675  DYNAMIC HT  -        1532.130 (meters)    5026.66  (feet)  COMP
 LL0675  MODELED GRAV-     979,652.8   (mgal)                       NAVD 88
 LL0675
 LL0675  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LL0675
 LL0675.The horizontal coordinates were scaled from a topographic map and have
 LL0675.an estimated accuracy of +/- 6 seconds.
 LL0675
 LL0675.The orthometric height was determined by differential leveling
 LL0675.and adjusted by the National Geodetic Survey in 1992..
 LL0675.No vertical observational check was made to the station.
 LL0675.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LL0675.was located on a no-check spur therefore a value was not computed.
 LL0675
 LL0675.The geoid height was determined by GEOID03.
 LL0675
 LL0675.The dynamic height is computed by dividing the NAVD 88
 LL0675.geopotential number by the normal gravity value computed on the
 LL0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0675.degrees latitude (g = 980.6199 gals.).
 LL0675
 LL0675.The modeled gravity was interpolated from observed gravity values.
 LL0675
 LL0675;                    North         East    Units  Estimated Accuracy
 LL0675;SPC CO N     -   397,070.      943,720.      MT  (+/- 180 meters Scaled)
 LL0675
 LL0675                          SUPERSEDED SURVEY CONTROL
 LL0675
 LL0675  NGVD 29 (??/??/92) 1532.536  (m)         5028.00   (f) ADJ UNCH    2 0
 LL0675
 LL0675.Superseded values are not recommended for survey control.
 LL0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0675.See file dsdata.txt to determine how the superseded data were derived.
 LL0675
 LL0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE867459(NAD 83)
 LL0675_MARKER: DB = BENCH MARK DISK
 LL0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0675_STAMPING: H 320 1952
 LL0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0675+STABILITY: SURFACE MOTION
 LL0675
 LL0675  HISTORY     - Date     Condition        Report By
 LL0675  HISTORY     - 1952     MONUMENTED       CGS
 LL0675  HISTORY     - 1983     MARK NOT FOUND   NGS
 LL0675  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0675  HISTORY     - 19971002 MARK NOT FOUND   USPSQD
 LL0675  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL0675
 LL0675                          STATION DESCRIPTION
 LL0675
 LL0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0675'3.2 MI SE FROM HYGIENE.
 LL0675'1.35 MILES EAST ALONG STATE HIGHWAY 379 FROM THE POST OFFICE
 LL0675'AT HYGIENE, THENCE 1.75 MILES SOUTH ALONG A GRAVELED ROAD,
 LL0675'THENCE 0.1 MILE WEST ALONG A DIRT ROAD, 168 FEET NORTHWEST OF THE
 LL0675'NORTHWEST CORNER OF THE EAST MAIN HANGAR, 30 FEET NORTHEAST OF
 LL0675'THE NORTHEAST CORNER OF THE WEST HANGAR, 10 FEET SOUTH OF AN
 LL0675'IRRIGATION CANAL, 4 FEET SOUTHWEST OF A POWER POLE, SET IN THE
 LL0675'TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 LL0675
 LL0675                          STATION RECOVERY (1983)
 LL0675
 LL0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0675'MARK NOT FOUND.
 LL0675
 LL0675                          STATION RECOVERY (1984)
 LL0675
 LL0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0675'THE DIRT ROAD HAS BEEN WIDENED AND PAVED.
 LL0675
 LL0675                          STATION RECOVERY (1997)
 LL0675
 LL0675'RECOVERY NOTE BY US POWER SQUADRON 1997
 LL0675'MARK NOT FOUND.
 LL0675
 LL0675                          STATION RECOVERY (2001)
 LL0675
 LL0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0675'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0724 ***********************************************************************
 LL0724  DESIGNATION -  H 322
 LL0724  PID         -  LL0724
 LL0724  STATE/COUNTY-  CO/LARIMER
 LL0724  USGS QUAD   -  LOVELAND (1984)
 LL0724
 LL0724                         *CURRENT SURVEY CONTROL
 LL0724  ___________________________________________________________________
 LL0724* NAD 83(1986)-  40 25 02.     (N)    105 05 53.     (W)     SCALED    
 LL0724* NAVD 88     -      1528.588  (meters)    5015.04   (feet)  ADJUSTED  
 LL0724  ___________________________________________________________________
 LL0724  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 LL0724  DYNAMIC HT  -        1527.267 (meters)    5010.71  (feet)  COMP
 LL0724  MODELED GRAV-     979,707.7   (mgal)                       NAVD 88
 LL0724
 LL0724  VERT ORDER  -  SECOND    CLASS 0
 LL0724
 LL0724.The horizontal coordinates were scaled from a topographic map and have
 LL0724.an estimated accuracy of +/- 6 seconds.
 LL0724
 LL0724.The orthometric height was determined by differential leveling
 LL0724.and adjusted by the National Geodetic Survey in June 1991..
 LL0724
 LL0724.The geoid height was determined by GEOID03.
 LL0724
 LL0724.The dynamic height is computed by dividing the NAVD 88
 LL0724.geopotential number by the normal gravity value computed on the
 LL0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0724.degrees latitude (g = 980.6199 gals.).
 LL0724
 LL0724.The modeled gravity was interpolated from observed gravity values.
 LL0724
 LL0724;                    North         East    Units  Estimated Accuracy
 LL0724;SPC CO N     -   425,220.      948,510.      MT  (+/- 180 meters Scaled)
 LL0724
 LL0724                          SUPERSEDED SURVEY CONTROL
 LL0724
 LL0724  NGVD 29 (??/??/92) 1527.593  (m)         5011.78   (f) ADJ UNCH    2 0
 LL0724
 LL0724.Superseded values are not recommended for survey control.
 LL0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0724.See file dsdata.txt to determine how the superseded data were derived.
 LL0724
 LL0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE916740(NAD 83)
 LL0724_MARKER: DB = BENCH MARK DISK
 LL0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0724_STAMPING: H 322 1952
 LL0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0724+STABILITY: SURFACE MOTION
 LL0724
 LL0724  HISTORY     - Date     Condition        Report By
 LL0724  HISTORY     - 1952     MONUMENTED       CGS
 LL0724  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0724  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0724
 LL0724                          STATION DESCRIPTION
 LL0724
 LL0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0724'2.1 MI NW FROM LOVELAND.
 LL0724'1.3 MILES WEST ALONG U.S. HIGHWAY 34 FROM THE LINCOLN GRADE SCHOOL
 LL0724'AT LOVELAND, THENCE 0.8 MILE NORTH ALONG A GRAVELED ROAD, 54 FEET
 LL0724'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET NORTHWEST OF
 LL0724'A FENCE CORNER, 1 FOOT NORTHEAST OF A FENCE, 3 FEET SOUTHEAST OF A
 LL0724'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 LL0724'FOOT ABOVE THE GROUND.
 LL0724
 LL0724                          STATION RECOVERY (1984)
 LL0724
 LL0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0724'A NEW HOUSE AND STREET IS AT THIS LOCATION NOW.
 LL0724
 LL0724                          STATION RECOVERY (1984)
 LL0724
 LL0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0724'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0960 ***********************************************************************
 LL0960  DESIGNATION -  H 324
 LL0960  PID         -  LL0960
 LL0960  STATE/COUNTY-  CO/LARIMER
 LL0960  USGS QUAD   -  CRAZY MOUNTAIN (1975)
 LL0960
 LL0960                         *CURRENT SURVEY CONTROL
 LL0960  ___________________________________________________________________
 LL0960* NAD 83(1986)-  40 54 42.     (N)    105 56 25.     (W)     SCALED    
 LL0960* NAVD 88     -      2427.337  (meters)    7963.69   (feet)  ADJUSTED  
 LL0960  ___________________________________________________________________
 LL0960  GEOID HEIGHT-         -11.09  (meters)                     GEOID03
 LL0960  DYNAMIC HT  -        2424.930 (meters)    7955.79  (feet)  COMP
 LL0960  MODELED GRAV-     979,544.8   (mgal)                       NAVD 88
 LL0960
 LL0960  VERT ORDER  -  SECOND    CLASS 0
 LL0960
 LL0960.The horizontal coordinates were scaled from a topographic map and have
 LL0960.an estimated accuracy of +/- 6 seconds.
 LL0960
 LL0960.The orthometric height was determined by differential leveling
 LL0960.and adjusted by the National Geodetic Survey in June 1991..
 LL0960
 LL0960.The geoid height was determined by GEOID03.
 LL0960
 LL0960.The dynamic height is computed by dividing the NAVD 88
 LL0960.geopotential number by the normal gravity value computed on the
 LL0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0960.degrees latitude (g = 980.6199 gals.).
 LL0960
 LL0960.The modeled gravity was interpolated from observed gravity values.
 LL0960
 LL0960;                    North         East    Units  Estimated Accuracy
 LL0960;SPC CO N     -   480,140.      877,310.      MT  (+/- 180 meters Scaled)
 LL0960
 LL0960                          SUPERSEDED SURVEY CONTROL
 LL0960
 LL0960  NGVD 29 (??/??/92) 2426.059  (m)         7959.50   (f) ADJ UNCH    2 0
 LL0960
 LL0960.Superseded values are not recommended for survey control.
 LL0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0960.See file dsdata.txt to determine how the superseded data were derived.
 LL0960
 LL0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF208293(NAD 83)
 LL0960_MARKER: DB = BENCH MARK DISK
 LL0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0960_STAMPING: H 324 1951
 LL0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0960+STABILITY: SURFACE MOTION
 LL0960
 LL0960  HISTORY     - Date     Condition        Report By
 LL0960  HISTORY     - 1951     MONUMENTED       CGS
 LL0960
 LL0960                          STATION DESCRIPTION
 LL0960
 LL0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0960'10.6 MI N FROM GLENDEVEY.
 LL0960'7.05 MILES NORTHEAST ALONG A WINDING GRAVELED ROAD FROM THE
 LL0960'GROCERY STORE AT GLENDEVEY LODGE, THENCE 3.5 MILES NORTHWEST ALONG
 LL0960'A ROAD LEADING TO WOODS LANDING, 175 FEET SOUTH OF THE SOUTHWEST
 LL0960'END OF A CATTLE GUARD, 69 FEET SOUTHWEST OF THE CENTER LINE
 LL0960'OF THE MAIN ROAD, 56 FEET WEST OF THE CENTER LINE OF A PRIVATE
 LL0960'ROAD LEADING SOUTH, 72 FEET SOUTH OF THE EXTENDED CENTER LINE
 LL0960'OF A ROAD LEADING EAST, 1.6 FEET SOUTHEAST OF A FENCE, 4 FEET
 LL0960'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 LL0960'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0936 ***********************************************************************
 LL0936  DESIGNATION -  H 325
 LL0936  PID         -  LL0936
 LL0936  STATE/COUNTY-  CO/LARIMER
 LL0936  USGS QUAD   -  BOSTON PEAK (1962)
 LL0936
 LL0936                         *CURRENT SURVEY CONTROL
 LL0936  ___________________________________________________________________
 LL0936* NAD 83(1986)-  40 39 58.     (N)    105 51 38.     (W)     SCALED    
 LL0936* NAVD 88     -      2631.895  (meters)    8634.81   (feet)  ADJUSTED  
 LL0936  ___________________________________________________________________
 LL0936  GEOID HEIGHT-         -11.13  (meters)                     GEOID03
 LL0936  DYNAMIC HT  -        2629.103 (meters)    8625.65  (feet)  COMP
 LL0936  MODELED GRAV-     979,468.1   (mgal)                       NAVD 88
 LL0936
 LL0936  VERT ORDER  -  SECOND    CLASS 0
 LL0936
 LL0936.The horizontal coordinates were scaled from a topographic map and have
 LL0936.an estimated accuracy of +/- 6 seconds.
 LL0936
 LL0936.The orthometric height was determined by differential leveling
 LL0936.and adjusted by the National Geodetic Survey in June 1991..
 LL0936
 LL0936.The geoid height was determined by GEOID03.
 LL0936
 LL0936.The dynamic height is computed by dividing the NAVD 88
 LL0936.geopotential number by the normal gravity value computed on the
 LL0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0936.degrees latitude (g = 980.6199 gals.).
 LL0936
 LL0936.The modeled gravity was interpolated from observed gravity values.
 LL0936
 LL0936;                    North         East    Units  Estimated Accuracy
 LL0936;SPC CO N     -   452,850.      883,910.      MT  (+/- 180 meters Scaled)
 LL0936
 LL0936                          SUPERSEDED SURVEY CONTROL
 LL0936
 LL0936  NGVD 29 (??/??/92) 2630.512  (m)         8630.27   (f) ADJ UNCH    2 0
 LL0936
 LL0936.Superseded values are not recommended for survey control.
 LL0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0936.See file dsdata.txt to determine how the superseded data were derived.
 LL0936
 LL0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF272020(NAD 83)
 LL0936_MARKER: DB = BENCH MARK DISK
 LL0936_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LL0936_SP_SET: GRANITE ROCK
 LL0936_STAMPING: H 325 1951
 LL0936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0936
 LL0936  HISTORY     - Date     Condition        Report By
 LL0936  HISTORY     - 1951     MONUMENTED       CGS
 LL0936
 LL0936                          STATION DESCRIPTION
 LL0936
 LL0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0936'13.2 MI S FROM GLENDEVEY.
 LL0936'3.2 MILES EAST ALONG A WINDING GRAVELED ROAD FROM THE GROCERY
 LL0936'STORE AT GLENDEVEY LODGE, THENCE 9.95 MILES SOUTH ALONG A
 LL0936'WINDING GRAVELED ROAD, 0.1 MILE SOUTHWEST OF A BRIDGE OVER THE
 LL0936'LARAMIE RIVER, FLUSH WITH THE GROUND, 20 FEET NORTHWEST OF THE
 LL0936'CENTER LINE OF THE ROAD, 9.4 FEET SOUTH OF AN 8 INCH
 LL0936'TRIANGULAR BLAZED PINE TREE, 8.4 FEET NORTH OF AN 8 INCH
 LL0936'TRIANGULAR BLAZED PINE TREE, SET IN THE TOP OF A GRANITE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0671 ***********************************************************************
 LL0671  DESIGNATION -  H 326
 LL0671  PID         -  LL0671
 LL0671  STATE/COUNTY-  CO/BOULDER
 LL0671  USGS QUAD   -  RAYMOND (1978)
 LL0671
 LL0671                         *CURRENT SURVEY CONTROL
 LL0671  ___________________________________________________________________
 LL0671* NAD 83(1986)-  40 11 18.     (N)    105 29 28.     (W)     SCALED    
 LL0671* NAVD 88     -      2553.697  (meters)    8378.25   (feet)  ADJUSTED  
 LL0671  ___________________________________________________________________
 LL0671  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 LL0671  DYNAMIC HT  -        2550.959 (meters)    8369.27  (feet)  COMP
 LL0671  MODELED GRAV-     979,460.4   (mgal)                       NAVD 88
 LL0671
 LL0671  VERT ORDER  -  SECOND    CLASS 0
 LL0671
 LL0671.The horizontal coordinates were scaled from a topographic map and have
 LL0671.an estimated accuracy of +/- 6 seconds.
 LL0671
 LL0671.The orthometric height was determined by differential leveling
 LL0671.and adjusted by the National Geodetic Survey in June 1991..
 LL0671
 LL0671.The geoid height was determined by GEOID03.
 LL0671
 LL0671.The dynamic height is computed by dividing the NAVD 88
 LL0671.geopotential number by the normal gravity value computed on the
 LL0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0671.degrees latitude (g = 980.6199 gals.).
 LL0671
 LL0671.The modeled gravity was interpolated from observed gravity values.
 LL0671
 LL0671;                    North         East    Units  Estimated Accuracy
 LL0671;SPC CO N     -   399,730.      915,160.      MT  (+/- 180 meters Scaled)
 LL0671
 LL0671                          SUPERSEDED SURVEY CONTROL
 LL0671
 LL0671  NGVD 29 (??/??/92) 2552.389  (m)         8373.96   (f) ADJ UNCH    2 0
 LL0671
 LL0671.Superseded values are not recommended for survey control.
 LL0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0671.See file dsdata.txt to determine how the superseded data were derived.
 LL0671
 LL0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE581487(NAD 83)
 LL0671_MARKER: DB = BENCH MARK DISK
 LL0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0671_STAMPING: H 326 1951
 LL0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0671+STABILITY: SURFACE MOTION
 LL0671
 LL0671  HISTORY     - Date     Condition        Report By
 LL0671  HISTORY     - 1951     MONUMENTED       CGS
 LL0671  HISTORY     - 19990913 MARK NOT FOUND   USPSQD
 LL0671  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL0671
 LL0671                          STATION DESCRIPTION
 LL0671
 LL0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0671'2.4 MI SE FROM ALLENSPARK.
 LL0671'2.35 MILES SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE
 LL0671'AT ALLENSPARK, AT HIDDEN LAKE LODGE, 137 FEET EAST OF THE
 LL0671'NORTHEAST CORNER OF THE LODGE OFFICE, 46 FEET SOUTH OF THE CENTER
 LL0671'LINE OF THE HIGHWAY, 29 FEET SOUTHEAST OF A POWER POLE, 1.8 FEET
 LL0671'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LL0671'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 LL0671
 LL0671                          STATION RECOVERY (1999)
 LL0671
 LL0671'RECOVERY NOTE BY US POWER SQUADRON 1999
 LL0671'MARK NOT FOUND.
 LL0671
 LL0671                          STATION RECOVERY (2001)
 LL0671
 LL0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0671'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0849 ***********************************************************************
 LL0849  DESIGNATION -  H 327
 LL0849  PID         -  LL0849
 LL0849  STATE/COUNTY-  CO/LARIMER
 LL0849  USGS QUAD   -  FALL RIVER PASS (1977)
 LL0849
 LL0849                         *CURRENT SURVEY CONTROL
 LL0849  ___________________________________________________________________
 LL0849* NAD 83(1986)-  40 29 47.     (N)    105 47 53.     (W)     SCALED    
 LL0849* NAVD 88     -      3081.347  (meters)   10109.39   (feet)  ADJUSTED  
 LL0849  ___________________________________________________________________
 LL0849  GEOID HEIGHT-         -11.28  (meters)                     GEOID03
 LL0849  DYNAMIC HT  -        3077.788 (meters)   10097.71  (feet)  COMP
 LL0849  MODELED GRAV-     979,356.7   (mgal)                       NAVD 88
 LL0849
 LL0849  VERT ORDER  -  SECOND    CLASS 0
 LL0849
 LL0849.The horizontal coordinates were scaled from a topographic map and have
 LL0849.an estimated accuracy of +/- 6 seconds.
 LL0849
 LL0849.The orthometric height was determined by differential leveling
 LL0849.and adjusted by the National Geodetic Survey in June 1991..
 LL0849
 LL0849.The geoid height was determined by GEOID03.
 LL0849
 LL0849.The dynamic height is computed by dividing the NAVD 88
 LL0849.geopotential number by the normal gravity value computed on the
 LL0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0849.degrees latitude (g = 980.6199 gals.).
 LL0849
 LL0849.The modeled gravity was interpolated from observed gravity values.
 LL0849
 LL0849;                    North         East    Units  Estimated Accuracy
 LL0849;SPC CO N     -   433,980.      889,140.      MT  (+/- 180 meters Scaled)
 LL0849
 LL0849                          SUPERSEDED SURVEY CONTROL
 LL0849
 LL0849  NGVD 29 (??/??/92) 3079.809  (m)        10104.34   (f) ADJ UNCH    2 0
 LL0849
 LL0849.Superseded values are not recommended for survey control.
 LL0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0849.See file dsdata.txt to determine how the superseded data were derived.
 LL0849
 LL0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE323831(NAD 83)
 LL0849_MARKER: DB = BENCH MARK DISK
 LL0849_SETTING: 80 = SET IN A BOULDER
 LL0849_STAMPING: H 327 1951
 LL0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0849+STABILITY: SURFACE MOTION
 LL0849
 LL0849  HISTORY     - Date     Condition        Report By
 LL0849  HISTORY     - 1951     MONUMENTED       CGS
 LL0849
 LL0849                          STATION DESCRIPTION
 LL0849
 LL0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0849'14.7 MI SE FROM CHAMBERS LAKE.
 LL0849'3.0 MILES SOUTHWEST ALONG STATE HIGHWAY 14 FROM THE ROAD JUNCTION
 LL0849'AT CHAMBERS LAKE, THENCE 9.75 MILES SOUTHEAST ALONG A WINDING ROAD
 LL0849'LEADING TO LONG DRAW RESERVOIR, THENCE 1.95 MILES SOUTHWEST ALONG
 LL0849'A ROAD LEADING ALONG THE NORTHWEST SIDE OF THE RESERVOIR, 14 FEET
 LL0849'NORTHWEST OF THE CENTER LINE OF THE ROAD, 9 FEET WEST OF A 16 INCH
 LL0849'TRIANGULAR BLAZED PINE TREE, 2 FEET ABOVE THE LEVEL OF THE ROAD,
 LL0849'SET IN THE TOP OF A LARGE GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0649 ***********************************************************************
 LL0649  DESIGNATION -  H 328
 LL0649  PID         -  LL0649
 LL0649  STATE/COUNTY-  CO/BOULDER
 LL0649  USGS QUAD   -  RAYMOND (1978)
 LL0649
 LL0649                         *CURRENT SURVEY CONTROL
 LL0649  ___________________________________________________________________
 LL0649* NAD 83(1986)-  40 10 15.     (N)    105 22 36.     (W)     SCALED    
 LL0649* NAVD 88     -      2052.328  (meters)    6733.35   (feet)  ADJUSTED  
 LL0649  ___________________________________________________________________
 LL0649  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 LL0649  DYNAMIC HT  -        2050.216 (meters)    6726.42  (feet)  COMP
 LL0649  MODELED GRAV-     979,523.9   (mgal)                       NAVD 88
 LL0649
 LL0649  VERT ORDER  -  SECOND    CLASS 0
 LL0649
 LL0649.The horizontal coordinates were scaled from a topographic map and have
 LL0649.an estimated accuracy of +/- 6 seconds.
 LL0649
 LL0649.The orthometric height was determined by differential leveling
 LL0649.and adjusted by the National Geodetic Survey in June 1991..
 LL0649
 LL0649.The geoid height was determined by GEOID03.
 LL0649
 LL0649.The dynamic height is computed by dividing the NAVD 88
 LL0649.geopotential number by the normal gravity value computed on the
 LL0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0649.degrees latitude (g = 980.6199 gals.).
 LL0649
 LL0649.The modeled gravity was interpolated from observed gravity values.
 LL0649
 LL0649;                    North         East    Units  Estimated Accuracy
 LL0649;SPC CO N     -   397,800.      924,910.      MT  (+/- 180 meters Scaled)
 LL0649
 LL0649                          SUPERSEDED SURVEY CONTROL
 LL0649
 LL0649  NGVD 29 (??/??/92) 2051.100  (m)         6729.32   (f) ADJ UNCH    2 0
 LL0649
 LL0649.Superseded values are not recommended for survey control.
 LL0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0649.See file dsdata.txt to determine how the superseded data were derived.
 LL0649
 LL0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE679467(NAD 83)
 LL0649_MARKER: DB = BENCH MARK DISK
 LL0649_SETTING: 80 = SET IN A BOULDER
 LL0649_STAMPING: H 328 1951
 LL0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0649+STABILITY: SURFACE MOTION
 LL0649
 LL0649  HISTORY     - Date     Condition        Report By
 LL0649  HISTORY     - 1951     MONUMENTED       CGS
 LL0649  HISTORY     - 19990913 MARK NOT FOUND   USPSQD
 LL0649  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL0649  HISTORY     - 20031010 MARK NOT FOUND   USPSQD
 LL0649  HISTORY     - 20050905 MARK NOT FOUND   USPSQD
 LL0649
 LL0649                          STATION DESCRIPTION
 LL0649
 LL0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0649'5.9 MI NE FROM RAYMOND.
 LL0649'5.9 MILES NORTHEAST ALONG STATE HIGHWAY 7 FROM ITS JUNCTION WITH
 LL0649'STATE HIGHWAY 160 AT RAYMOND, 24 FEET NORTH OF THE CENTER LINE
 LL0649'OF THE HIGHWAY, 23 FEET EAST OF A 14 INCH TRIANGULAR BLAZED PINE
 LL0649'TREE, 20 FEET WEST OF A 14 INCH TRIANGULAR BLAZED PINE TREE, 4
 LL0649'FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A LARGE
 LL0649'GRANITE BOULDER.
 LL0649
 LL0649                          STATION RECOVERY (1999)
 LL0649
 LL0649'RECOVERY NOTE BY US POWER SQUADRON 1999
 LL0649'MARK NOT FOUND.
 LL0649
 LL0649                          STATION RECOVERY (2001)
 LL0649
 LL0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0649'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL0649
 LL0649                          STATION RECOVERY (2003)
 LL0649
 LL0649'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 LL0649'MARK NOT FOUND.
 LL0649
 LL0649                          STATION RECOVERY (2005)
 LL0649
 LL0649'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 LL0649'HIGHWAY 7 HAS BEEN IMPROVED AND STRAIGHTENED AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0616 ***********************************************************************
 LL0616  DESIGNATION -  H 329
 LL0616  PID         -  LL0616
 LL0616  STATE/COUNTY-  CO/BOULDER
 LL0616  USGS QUAD   -  LONGMONT (1979)
 LL0616
 LL0616                         *CURRENT SURVEY CONTROL
 LL0616  ___________________________________________________________________
 LL0616* NAD 83(1986)-  40 12 12.     (N)    105 03 52.     (W)     SCALED    
 LL0616* NAVD 88     -      1534.178  (meters)    5033.38   (feet)  POSTED    
 LL0616  ___________________________________________________________________
 LL0616  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 LL0616  DYNAMIC HT  -        1532.790 (meters)    5028.83  (feet)  COMP
 LL0616  MODELED GRAV-     979,667.8   (mgal)                       NAVD 88
 LL0616
 LL0616  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0616
 LL0616.The horizontal coordinates were scaled from a topographic map and have
 LL0616.an estimated accuracy of +/- 6 seconds.
 LL0616
 LL0616.The orthometric height was determined by differential leveling
 LL0616.and adjusted by the National Geodetic Survey in 1992..
 LL0616.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0616.rate of 0.0 thru 1.0 mm/km.
 LL0616
 LL0616.The geoid height was determined by GEOID03.
 LL0616
 LL0616.The dynamic height is computed by dividing the NAVD 88
 LL0616.geopotential number by the normal gravity value computed on the
 LL0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0616.degrees latitude (g = 980.6199 gals.).
 LL0616
 LL0616.The modeled gravity was interpolated from observed gravity values.
 LL0616
 LL0616;                    North         East    Units  Estimated Accuracy
 LL0616;SPC CO N     -   401,490.      951,480.      MT  (+/- 180 meters Scaled)
 LL0616
 LL0616                          SUPERSEDED SURVEY CONTROL
 LL0616
 LL0616  NGVD 29 (??/??/92) 1533.214  (m)         5030.22   (f) ADJ UNCH    2 0
 LL0616
 LL0616.Superseded values are not recommended for survey control.
 LL0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0616.See file dsdata.txt to determine how the superseded data were derived.
 LL0616
 LL0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE945503(NAD 83)
 LL0616_MARKER: DB = BENCH MARK DISK
 LL0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0616_STAMPING: H 329 1951
 LL0616_MARK LOGO: CGS   
 LL0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0616+STABILITY: SURFACE MOTION
 LL0616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0616+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 LL0616
 LL0616  HISTORY     - Date     Condition        Report By
 LL0616  HISTORY     - 1951     MONUMENTED       CGS
 LL0616  HISTORY     - 1983     GOOD             NGS
 LL0616  HISTORY     - 1984     GOOD             NGS
 LL0616  HISTORY     - 20040808 GOOD             USPSQD
 LL0616  HISTORY     - 20050810 GOOD             USPSQD
 LL0616
 LL0616                          STATION DESCRIPTION
 LL0616
 LL0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0616'3.6 MI NE FROM LONGMONT.
 LL0616'1.55 MILES NORTH ALONG U.S. HIGHWAYS 87 AND 287 FROM THE ENTRANCE
 LL0616'TO THE CEMETERY AT LONGMONT, THENCE 2.0 MILES EAST ALONG STATE
 LL0616'HIGHWAY 66, 117 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 LL0616'FARMHOUSE, 38 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 11.6
 LL0616'FEET NORTHWEST OF THE NORTHWEST CORNER OF AN OLD BUNK HOUSE, 12
 LL0616'FEET SOUTHEAST OF A FENCE CORNER, 8.5 FEET SOUTH OF A WITNESS POST,
 LL0616'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 LL0616'THE GROUND.
 LL0616
 LL0616                          STATION RECOVERY (1983)
 LL0616
 LL0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0616'ADDITION: IT IS INSIDE THE FENCE IN THE WESTERN YARD AT THE HOUSE AT
 LL0616'12318 STATE HIGHWY 66 AND NOW IS 2 CM (1-INCH) ABOVE THE GROUND.
 LL0616
 LL0616                          STATION RECOVERY (1984)
 LL0616
 LL0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0616'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO.
 LL0616
 LL0616                          STATION RECOVERY (2004)
 LL0616
 LL0616'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL0616'RECOVERED IN GOOD CONDITION.
 LL0616
 LL0616                          STATION RECOVERY (2005)
 LL0616
 LL0616'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 LL0616'FOUND AS DESCRIBED. ORANGE WITNESS POST IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0136 ***********************************************************************
 LL0136  DESIGNATION -  H 330
 LL0136  PID         -  LL0136
 LL0136  STATE/COUNTY-  CO/WELD
 LL0136  USGS QUAD   -  ROGGEN (1978)
 LL0136
 LL0136                         *CURRENT SURVEY CONTROL
 LL0136  ___________________________________________________________________
 LL0136* NAD 83(1986)-  40 13 39.     (N)    104 18 59.     (W)     SCALED    
 LL0136* NAVD 88     -      1406.182  (meters)    4613.45   (feet)  ADJUSTED  
 LL0136  ___________________________________________________________________
 LL0136  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 LL0136  DYNAMIC HT  -        1404.996 (meters)    4609.56  (feet)  COMP
 LL0136  MODELED GRAV-     979,733.4   (mgal)                       NAVD 88
 LL0136
 LL0136  VERT ORDER  -  SECOND    CLASS 0
 LL0136
 LL0136.The horizontal coordinates were scaled from a topographic map and have
 LL0136.an estimated accuracy of +/- 6 seconds.
 LL0136
 LL0136.The orthometric height was determined by differential leveling
 LL0136.and adjusted by the National Geodetic Survey in June 1991..
 LL0136
 LL0136.The geoid height was determined by GEOID03.
 LL0136
 LL0136.The dynamic height is computed by dividing the NAVD 88
 LL0136.geopotential number by the normal gravity value computed on the
 LL0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0136.degrees latitude (g = 980.6199 gals.).
 LL0136
 LL0136.The modeled gravity was interpolated from observed gravity values.
 LL0136
 LL0136;                    North         East    Units  Estimated Accuracy
 LL0136;SPC CO N     -   404,750.    1,015,130.      MT  (+/- 180 meters Scaled)
 LL0136
 LL0136                          SUPERSEDED SURVEY CONTROL
 LL0136
 LL0136  NGVD 29 (??/??/92) 1405.374  (m)         4610.80   (f) ADJ UNCH    2 0
 LL0136
 LL0136.Superseded values are not recommended for survey control.
 LL0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0136.See file dsdata.txt to determine how the superseded data were derived.
 LL0136
 LL0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE581532(NAD 83)
 LL0136_MARKER: DB = BENCH MARK DISK
 LL0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0136_STAMPING: H 330 1952
 LL0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0136+STABILITY: SURFACE MOTION
 LL0136
 LL0136  HISTORY     - Date     Condition        Report By
 LL0136  HISTORY     - 1952     MONUMENTED       CGS
 LL0136
 LL0136                          STATION DESCRIPTION
 LL0136
 LL0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0136'8.7 MI SW FROM MASTERS.
 LL0136'1.2 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE UNION PACIFIC
 LL0136'RAILROAD STATION AT MASTERS, THENCE 2.45 MILES WEST ALONG U.S.
 LL0136'HIGHWAY 34, THENCE 3.05 MILES SOUTH ALONG A GRADED DIRT ROAD,
 LL0136'THENCE 1.15 MILES SOUTH ALONG A GRAVELED ROAD, THENCE 0.85 MILE
 LL0136'SOUTHWEST ALONG A GRAVELED ROAD, AT THE EAST ENTRANCE TO A HAY
 LL0136'FIELD, 34 FEET SOUTH OF A TELEPHONE POLE, 21 FEET WEST OF THE
 LL0136'CENTER LINE OF THE ROAD, 6 FEET SOUTH OF THE SOUTH END OF A GATE ,
 LL0136'2.8 FEET EAST OF A FENCE, 2.7 FEET NORTH OF A WITNESS POST, SET IN
 LL0136'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0162 ***********************************************************************
 LL0162  DESIGNATION -  H 331
 LL0162  PID         -  LL0162
 LL0162  STATE/COUNTY-  CO/WELD
 LL0162  USGS QUAD   -  PROSPECT VALLEY (1978)
 LL0162
 LL0162                         *CURRENT SURVEY CONTROL
 LL0162  ___________________________________________________________________
 LL0162* NAD 83(1986)-  40 00 02.     (N)    104 24 50.     (W)     SCALED    
 LL0162* NAVD 88     -      1515.087  (meters)    4970.75   (feet)  ADJUSTED  
 LL0162  ___________________________________________________________________
 LL0162  GEOID HEIGHT-         -18.59  (meters)                     GEOID03
 LL0162  DYNAMIC HT  -        1513.748 (meters)    4966.35  (feet)  COMP
 LL0162  MODELED GRAV-     979,689.2   (mgal)                       NAVD 88
 LL0162
 LL0162  VERT ORDER  -  SECOND    CLASS 0
 LL0162
 LL0162.The horizontal coordinates were scaled from a topographic map and have
 LL0162.an estimated accuracy of +/- 6 seconds.
 LL0162
 LL0162.The orthometric height was determined by differential leveling
 LL0162.and adjusted by the National Geodetic Survey in June 1991..
 LL0162
 LL0162.The geoid height was determined by GEOID03.
 LL0162
 LL0162.The dynamic height is computed by dividing the NAVD 88
 LL0162.geopotential number by the normal gravity value computed on the
 LL0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0162.degrees latitude (g = 980.6199 gals.).
 LL0162
 LL0162.The modeled gravity was interpolated from observed gravity values.
 LL0162
 LL0162;                    North         East    Units  Estimated Accuracy
 LL0162;SPC CO N     -   379,450.    1,007,140.      MT  (+/- 180 meters Scaled)
 LL0162
 LL0162                          SUPERSEDED SURVEY CONTROL
 LL0162
 LL0162  NGVD 29 (??/??/92) 1514.244  (m)         4967.98   (f) ADJ UNCH    2 0
 LL0162
 LL0162.Superseded values are not recommended for survey control.
 LL0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0162.See file dsdata.txt to determine how the superseded data were derived.
 LL0162
 LL0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE500279(NAD 83)
 LL0162_MARKER: DB = BENCH MARK DISK
 LL0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0162_STAMPING: H 331 1952
 LL0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0162+STABILITY: SURFACE MOTION
 LL0162
 LL0162  HISTORY     - Date     Condition        Report By
 LL0162  HISTORY     - 1952     MONUMENTED       CGS
 LL0162
 LL0162                          STATION DESCRIPTION
 LL0162
 LL0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0162'5 MI S FROM PROSPECT VALLEY.
 LL0162'5.0 MILES SOUTH ALONG STATE HIGHWAY 79 FROM ITS INTERSECTION WITH
 LL0162'STATE HIGHWAY 52 AT PROSPECT VALLEY, AT THE WELD AND ADAMS COUNTY
 LL0162'LINE, 41 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ON THE
 LL0162'EXTENDED CENTER LINE OF A FIELD ROAD LEADING WEST, 1.7 FEET SOUTH
 LL0162'OF A WITNESS POST, 13.4 FEET EAST OF BENCH MARK 4968(U.S.G.S.), 6
 LL0162'FEET NORTH OF THE CENTER LINE OF A FIELD ROAD LEADING EAST, SET IN
 LL0162'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1210 ***********************************************************************
 KK1210  DESIGNATION -  H 336
 KK1210  PID         -  KK1210
 KK1210  STATE/COUNTY-  CO/GRAND
 KK1210  USGS QUAD   -  EAST PORTAL (1958)
 KK1210
 KK1210                         *CURRENT SURVEY CONTROL
 KK1210  ___________________________________________________________________
 KK1210* NAD 83(1986)-  39 54 00.     (N)    105 44 16.     (W)     SCALED    
 KK1210* NAVD 88     -      3081.250  (meters)   10109.07   (feet)  ADJUSTED  
 KK1210  ___________________________________________________________________
 KK1210  GEOID HEIGHT-         -12.41  (meters)                     GEOID03
 KK1210  DYNAMIC HT  -        3077.491 (meters)   10096.74  (feet)  COMP
 KK1210  MODELED GRAV-     979,293.0   (mgal)                       NAVD 88
 KK1210
 KK1210  VERT ORDER  -  SECOND    CLASS 0
 KK1210
 KK1210.The horizontal coordinates were scaled from a topographic map and have
 KK1210.an estimated accuracy of +/- 6 seconds.
 KK1210
 KK1210.The orthometric height was determined by differential leveling
 KK1210.and adjusted by the National Geodetic Survey in June 1991..
 KK1210
 KK1210.The geoid height was determined by GEOID03.
 KK1210
 KK1210.The dynamic height is computed by dividing the NAVD 88
 KK1210.geopotential number by the normal gravity value computed on the
 KK1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1210.degrees latitude (g = 980.6199 gals.).
 KK1210
 KK1210.The modeled gravity was interpolated from observed gravity values.
 KK1210
 KK1210;                    North         East    Units  Estimated Accuracy
 KK1210;SPC CO N     -   367,750.      894,070.      MT  (+/- 180 meters Scaled)
 KK1210
 KK1210                          SUPERSEDED SURVEY CONTROL
 KK1210
 KK1210  NGVD 29 (??/??/92) 3079.647  (m)        10103.81   (f) ADJ UNCH    2 0
 KK1210
 KK1210.Superseded values are not recommended for survey control.
 KK1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1210.See file dsdata.txt to determine how the superseded data were derived.
 KK1210
 KK1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE369169(NAD 83)
 KK1210_MARKER: DB = BENCH MARK DISK
 KK1210_SETTING: 66 = SET IN ROCK OUTCROP
 KK1210_SP_SET: OUTCROP
 KK1210_STAMPING: H 336 1952
 KK1210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1210+STABILITY: POSITION/ELEVATION WELL
 KK1210
 KK1210  HISTORY     - Date     Condition        Report By
 KK1210  HISTORY     - 1952     MONUMENTED       CGS
 KK1210
 KK1210                          STATION DESCRIPTION
 KK1210
 KK1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK1210'5.7 MI E FROM WEST PORTAL.
 KK1210'0.2 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE WEST ENTRANCE
 KK1210'TO THE MOFFAT TUNNEL AT WEST PORTAL, THENCE 2.8 MILES NORTH
 KK1210'ALONG A TRACK ROAD, THENCE 2.7 MILES EAST ALONG AN ABANDONED
 KK1210'RAILROAD GRADE, 12 FEET NORTH OF THE CENTER LINE OF THE OLD
 KK1210'RAILROAD GRADE, ON THE OUTSIDE OF A SHORT CURVE IN THE OLD
 KK1210'GRADE, 1 FOOT ABOVE THE LEVEL OF THE OLD GRADE, SET IN THE TOP
 KK1210'OF THE SOUTHWEST END OF A LARGE GRANITE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0292 ***********************************************************************
 KK0292  DESIGNATION -  H 337
 KK0292  PID         -  KK0292
 KK0292  STATE/COUNTY-  CO/DOUGLAS
 KK0292  USGS QUAD   -  CASTLE ROCK NORTH (1994)
 KK0292
 KK0292                         *CURRENT SURVEY CONTROL
 KK0292  ___________________________________________________________________
 KK0292* NAD 83(1986)-  39 22 36.     (N)    104 49 36.     (W)     SCALED    
 KK0292* NAVD 88     -      2008.878  (meters)    6590.79   (feet)  POSTED    
 KK0292  ___________________________________________________________________
 KK0292  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 KK0292  DYNAMIC HT  -        2006.810 (meters)    6584.01  (feet)  COMP
 KK0292  MODELED GRAV-     979,523.2   (mgal)                       NAVD 88
 KK0292
 KK0292  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0292
 KK0292.The horizontal coordinates were scaled from a topographic map and have
 KK0292.an estimated accuracy of +/- 6 seconds.
 KK0292
 KK0292.The orthometric height was determined by differential leveling
 KK0292.and adjusted by the National Geodetic Survey in 1992..
 KK0292.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0292.rate of 1.1 thru 2.0 mm/km.
 KK0292
 KK0292.The geoid height was determined by GEOID03.
 KK0292
 KK0292.The dynamic height is computed by dividing the NAVD 88
 KK0292.geopotential number by the normal gravity value computed on the
 KK0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0292.degrees latitude (g = 980.6199 gals.).
 KK0292
 KK0292.The modeled gravity was interpolated from observed gravity values.
 KK0292
 KK0292;                    North         East    Units  Estimated Accuracy
 KK0292;SPC CO C     -   476,340.      972,420.      MT  (+/- 180 meters Scaled)
 KK0292
 KK0292                          SUPERSEDED SURVEY CONTROL
 KK0292
 KK0292  NGVD 29 (??/??/92) 2007.874  (m)         6587.50   (f) ADJ UNCH    2 0
 KK0292
 KK0292.Superseded values are not recommended for survey control.
 KK0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0292.See file dsdata.txt to determine how the superseded data were derived.
 KK0292
 KK0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED149585(NAD 83)
 KK0292_MARKER: DB = BENCH MARK DISK
 KK0292_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 KK0292_SP_SET: UNSPECIFIED ROCK
 KK0292_STAMPING: H 337 1952
 KK0292_MARK LOGO: CGS   
 KK0292_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0292
 KK0292  HISTORY     - Date     Condition        Report By
 KK0292  HISTORY     - 1952     MONUMENTED       CGS
 KK0292  HISTORY     - 1965     GOOD             USGS
 KK0292  HISTORY     - 19910214 GOOD             USGS
 KK0292
 KK0292                          STATION DESCRIPTION
 KK0292
 KK0292'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 KK0292'2.1 MI E FROM CASTLE ROCK.
 KK0292'FROM THE COUNTY COURT HOUSE IN CASTLE ROCK 0.1 MILES NORTH
 KK0292'ALONG U.S. HIGHWAYS 85-87, THENCE EAST 2.1 MILES ALONG STATE HIGHWAY
 KK0292'86, 0.2 MILES EAST OF A T-ROAD NORTH, 45 WEST OF A NORTH SOUTH FENCE,
 KK0292'64 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, AT THE SOUTHEAST
 KK0292'CORNER OF A GROVE OF SCRUB OAK. A STANDARD CAP SET IN THE TOP OF A
 KK0292'LARGE GRANITE ROCK.
 KK0292
 KK0292                          STATION RECOVERY (1991)
 KK0292
 KK0292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 KK0292'0.1 MI (0.16 KM) SOUTH ALONG U. S. HIGHWAYS 85 AND 87 FROM THE HIGH
 KK0292'SCHOOL AT CASTLE ROCK, THENCE 2.0 MI (3.22 KM) EAST ALONG STATE
 KK0292'HIGHWAY 86, APPROX 0.15 MI (0.24 KM) EAST OF INTERSECTION OF HIGHWAY
 KK0292'86 AND MILLER BLVD., 70 FT (21.34 M) NORTH OF THE CENTER LINE OF
 KK0292'HIGHWAY 86, 91 FT (27.74 M) SOUTHWEST OF POWER LINE POLE, 19 FT (5.79
 KK0292'M) SOUTH OF FENCE, AT THE SOUTHEAST CORNER OF A GROVE OF SCRUB OAK
 KK0292'TREES, 3 FT (0.91 M) BELOW THE LEVEL OF THE HIGHWAY, FLUSH WITH
 KK0292'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0369 ***********************************************************************
 JK0369  DESIGNATION -  H 338
 JK0369  PID         -  JK0369
 JK0369  STATE/COUNTY-  CO/FREMONT
 JK0369  USGS QUAD   -  PHANTOM CANYON (1954)
 JK0369
 JK0369                         *CURRENT SURVEY CONTROL
 JK0369  ___________________________________________________________________
 JK0369* NAD 83(1986)-  38 36 07.     (N)    105 07 25.     (W)     SCALED    
 JK0369* NAVD 88     -      2428.302  (meters)    7966.85   (feet)  ADJUSTED  
 JK0369  ___________________________________________________________________
 JK0369  GEOID HEIGHT-         -15.73  (meters)                     GEOID03
 JK0369  DYNAMIC HT  -        2425.427 (meters)    7957.42  (feet)  COMP
 JK0369  MODELED GRAV-     979,355.9   (mgal)                       NAVD 88
 JK0369
 JK0369  VERT ORDER  -  SECOND    CLASS 0
 JK0369
 JK0369.The horizontal coordinates were scaled from a topographic map and have
 JK0369.an estimated accuracy of +/- 6 seconds.
 JK0369
 JK0369.The orthometric height was determined by differential leveling
 JK0369.and adjusted by the National Geodetic Survey in June 1991..
 JK0369
 JK0369.The geoid height was determined by GEOID03.
 JK0369
 JK0369.The dynamic height is computed by dividing the NAVD 88
 JK0369.geopotential number by the normal gravity value computed on the
 JK0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0369.degrees latitude (g = 980.6199 gals.).
 JK0369
 JK0369.The modeled gravity was interpolated from observed gravity values.
 JK0369
 JK0369;                    North         East    Units  Estimated Accuracy
 JK0369;SPC CO C     -   390,190.      947,190.      MT  (+/- 180 meters Scaled)
 JK0369
 JK0369                          SUPERSEDED SURVEY CONTROL
 JK0369
 JK0369  NGVD 29 (??/??/92) 2427.117  (m)         7962.97   (f) ADJ UNCH    2 0
 JK0369
 JK0369.Superseded values are not recommended for survey control.
 JK0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0369.See file dsdata.txt to determine how the superseded data were derived.
 JK0369
 JK0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC892726(NAD 83)
 JK0369_MARKER: DB = BENCH MARK DISK
 JK0369_SETTING: 80 = SET IN A BOULDER
 JK0369_SP_SET: BOULDER
 JK0369_STAMPING: H 338 1952
 JK0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0369+STABILITY: SURFACE MOTION
 JK0369
 JK0369  HISTORY     - Date     Condition        Report By
 JK0369  HISTORY     - 1952     MONUMENTED       CGS
 JK0369
 JK0369                          STATION DESCRIPTION
 JK0369
 JK0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JK0369'12.1 MI S FROM VICTOR.
 JK0369'12.1 MILES SOUTH ALONG STATE HIGHWAY 67 FROM THE GRADE SCHOOL AT
 JK0369'VICTOR, 78 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 60 FEET
 JK0369'SOUTH OF A 10 INCH PINE TREE, 16 FEET EAST OF THE CENTER LINE OF AN
 JK0369'ABANDONED TRACK ROAD, 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN
 JK0369'THE TOP OF THE NORTHEAST END OF A 6 X 8 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0610 ***********************************************************************
 JK0610  DESIGNATION -  H 34
 JK0610  PID         -  JK0610
 JK0610  STATE/COUNTY-  CO/SAGUACHE
 JK0610  USGS QUAD   -  VILLA GROVE (1979)
 JK0610
 JK0610                         *CURRENT SURVEY CONTROL
 JK0610  ___________________________________________________________________
 JK0610* NAD 83(1986)-  38 08 24.     (N)    105 55 23.     (W)     SCALED    
 JK0610* NAVD 88     -      2339.835  (meters)    7676.61   (feet)  ADJUSTED  
 JK0610  ___________________________________________________________________
 JK0610  GEOID HEIGHT-         -15.31  (meters)                     GEOID03
 JK0610  DYNAMIC HT  -        2336.880 (meters)    7666.91  (feet)  COMP
 JK0610  MODELED GRAV-     979,282.3   (mgal)                       NAVD 88
 JK0610
 JK0610  VERT ORDER  -  FIRST     CLASS II
 JK0610
 JK0610.The horizontal coordinates were scaled from a topographic map and have
 JK0610.an estimated accuracy of +/- 6 seconds.
 JK0610
 JK0610.The orthometric height was determined by differential leveling
 JK0610.and adjusted by the National Geodetic Survey in June 1991..
 JK0610
 JK0610.The geoid height was determined by GEOID03.
 JK0610
 JK0610.The dynamic height is computed by dividing the NAVD 88
 JK0610.geopotential number by the normal gravity value computed on the
 JK0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0610.degrees latitude (g = 980.6199 gals.).
 JK0610
 JK0610.The modeled gravity was interpolated from observed gravity values.
 JK0610
 JK0610;                    North         East    Units  Estimated Accuracy
 JK0610;SPC CO S     -   468,400.      877,320.      MT  (+/- 180 meters Scaled)
 JK0610
 JK0610                          SUPERSEDED SURVEY CONTROL
 JK0610
 JK0610  NGVD 29 (??/??/92) 2338.494  (m)         7672.21   (f) ADJ UNCH    1 2
 JK0610
 JK0610.Superseded values are not recommended for survey control.
 JK0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0610.See file dsdata.txt to determine how the superseded data were derived.
 JK0610
 JK0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC191217(NAD 83)
 JK0610_MARKER: DB = BENCH MARK DISK
 JK0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0610_STAMPING: 7672.209 H 34 1933
 JK0610_MARK LOGO: CGS   
 JK0610_PROJECTION: PROJECTING 10 CENTIMETERS
 JK0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0610+STABILITY: SURFACE MOTION
 JK0610
 JK0610  HISTORY     - Date     Condition        Report By
 JK0610  HISTORY     - 1933     MONUMENTED       CGS
 JK0610  HISTORY     - 1967     GOOD             USGS
 JK0610  HISTORY     - 1984     GOOD             NGS
 JK0610
 JK0610                          STATION DESCRIPTION
 JK0610
 JK0610'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JK0610'9.7 MI N FROM MOFFAT.
 JK0610'MINERAL HOT SPRINGS SEGUACHE COUNTY, 2.0 MI. S. OF ON STATE HIGHWAY
 JK0610'NO. 17, 13 FT. E. OF THE CENTER LINE OF OLD RAILROAD GRADE ON EAST
 JK0610'SIDE OF STATE HIGHWAY NO. 17 END 585 FT. SE. OF THE CENTER LINE OF
 JK0610'STATE HIGHWAY NO. 17 AT A CULVERT.  A STANDARD DISK IN A CONCRETE
 JK0610'POST, STAMPED 7672.209 H 34 1933, PROJECTING 0.5 FT. ABOVE GROUND.
 JK0610
 JK0610                          STATION RECOVERY (1984)
 JK0610
 JK0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0610'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.2 KM (0.1
 JK0610'MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE IN VILLA
 JK0610'GROVE, THENCE 9.1 KM (5.65 MI) SOUTHEASTERLY ALONG COUNTY ROAD 58EE,
 JK0610'THENCE 3.1 KM (1.95 MI) SOUTHERLY ALONG STATE HIGHWAY 17, 0.9 KM (0.55
 JK0610'MI) NORTH OF THE INTERSECTION OF A GRAVELED ROAD LEADING EAST, 68.2 M
 JK0610'(223.8 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 16.5 M (54.1 FT)
 JK0610'WEST OF THE CENTER OF A GRAVELED ROAD, AND 9.0 M (29.5 FT) EAST OF THE
 JK0610'CENTER OF AN OLD RAILROAD GRADE.
 JK0610'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JK0610'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0753 ***********************************************************************
 JK0753  DESIGNATION -  H 340
 JK0753  PID         -  JK0753
 JK0753  STATE/COUNTY-  CO/FREMONT
 JK0753  USGS QUAD   -  SALIDA EAST (1983)
 JK0753
 JK0753                         *CURRENT SURVEY CONTROL
 JK0753  ___________________________________________________________________
 JK0753* NAD 83(1986)-  38 30 11.     (N)    105 55 56.     (W)     SCALED    
 JK0753* NAVD 88     -      2108.539  (meters)    6917.77   (feet)  ADJUSTED  
 JK0753  ___________________________________________________________________
 JK0753  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 JK0753  DYNAMIC HT  -        2106.016 (meters)    6909.49  (feet)  COMP
 JK0753  MODELED GRAV-     979,357.2   (mgal)                       NAVD 88
 JK0753
 JK0753  VERT ORDER  -  FIRST     CLASS II
 JK0753
 JK0753.The horizontal coordinates were scaled from a topographic map and have
 JK0753.an estimated accuracy of +/- 6 seconds.
 JK0753
 JK0753.The orthometric height was determined by differential leveling
 JK0753.and adjusted by the National Geodetic Survey in June 1991..
 JK0753
 JK0753.The geoid height was determined by GEOID03.
 JK0753
 JK0753.The dynamic height is computed by dividing the NAVD 88
 JK0753.geopotential number by the normal gravity value computed on the
 JK0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0753.degrees latitude (g = 980.6199 gals.).
 JK0753
 JK0753.The modeled gravity was interpolated from observed gravity values.
 JK0753
 JK0753;                    North         East    Units  Estimated Accuracy
 JK0753;SPC CO C     -   379,240.      876,700.      MT  (+/- 180 meters Scaled)
 JK0753
 JK0753                          SUPERSEDED SURVEY CONTROL
 JK0753
 JK0753  NGVD 29 (??/??/92) 2107.154  (m)         6913.22   (f) ADJ UNCH    1 2
 JK0753
 JK0753.Superseded values are not recommended for survey control.
 JK0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0753.See file dsdata.txt to determine how the superseded data were derived.
 JK0753
 JK0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC187620(NAD 83)
 JK0753_MARKER: DB = BENCH MARK DISK
 JK0753_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JK0753_SP_SET: BRIDGE
 JK0753_STAMPING: H 340 1953
 JK0753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0753
 JK0753  HISTORY     - Date     Condition        Report By
 JK0753  HISTORY     - 1953     MONUMENTED       CGS
 JK0753
 JK0753                          STATION DESCRIPTION
 JK0753
 JK0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0753'4.4 MI SE FROM SALIDA.
 JK0753'4.45 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0753'RAILROAD FROM THE STATION AT SALIDA, 0.35 MILE SOUTHEAST OF
 JK0753'MILEPOST 211, 0.45 MILE SOUTHEAST OF THE CHAFFEE AND FREMONT COUNTY
 JK0753'LINE, 6 FEET NORTH OF THE NORTH RAIL, SET IN THE TOP OF THE WEST END
 JK0753'OF THE NORTH HEADWALL OF A SMALL CONCRETE BRIDGE OVER A DRY WASH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0503 ***********************************************************************
 JK0503  DESIGNATION -  H 341
 JK0503  PID         -  JK0503
 JK0503  STATE/COUNTY-  CO/FREMONT
 JK0503  USGS QUAD   -  ROYAL GORGE (1994)
 JK0503
 JK0503                         *CURRENT SURVEY CONTROL
 JK0503  ___________________________________________________________________
 JK0503* NAD 83(1986)-  38 27 40.     (N)    105 19 22.     (W)     SCALED    
 JK0503* NAVD 88     -      1693.159  (meters)    5554.97   (feet)  POSTED    
 JK0503  ___________________________________________________________________
 JK0503  GEOID HEIGHT-         -15.88  (meters)                     GEOID03
 JK0503  DYNAMIC HT  -        1691.270 (meters)    5548.77  (feet)  COMP
 JK0503  MODELED GRAV-     979,456.0   (mgal)                       NAVD 88
 JK0503
 JK0503  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JK0503
 JK0503.The horizontal coordinates were scaled from a topographic map and have
 JK0503.an estimated accuracy of +/- 6 seconds.
 JK0503
 JK0503.The orthometric height was determined by differential leveling
 JK0503.and adjusted by the National Geodetic Survey in 1992..
 JK0503.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JK0503.rate of 4.1 thru 8.0 mm/km.
 JK0503
 JK0503.The geoid height was determined by GEOID03.
 JK0503
 JK0503.The dynamic height is computed by dividing the NAVD 88
 JK0503.geopotential number by the normal gravity value computed on the
 JK0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0503.degrees latitude (g = 980.6199 gals.).
 JK0503
 JK0503.The modeled gravity was interpolated from observed gravity values.
 JK0503
 JK0503;                    North         East    Units  Estimated Accuracy
 JK0503;SPC CO C     -   374,500.      929,870.      MT  (+/- 180 meters Scaled)
 JK0503
 JK0503                          SUPERSEDED SURVEY CONTROL
 JK0503
 JK0503  NGVD 29 (??/??/92) 1692.043  (m)         5551.31   (f) ADJ UNCH    1 2
 JK0503
 JK0503.Superseded values are not recommended for survey control.
 JK0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0503.See file dsdata.txt to determine how the superseded data were derived.
 JK0503
 JK0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC718570(NAD 83)
 JK0503_MARKER: DB = BENCH MARK DISK
 JK0503_SETTING: 66 = SET IN ROCK OUTCROP
 JK0503_SP_SET: GRANITE LEDGE
 JK0503_STAMPING: H 341 1953
 JK0503_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0503+STABILITY: POSITION/ELEVATION WELL
 JK0503
 JK0503  HISTORY     - Date     Condition        Report By
 JK0503  HISTORY     - 1953     MONUMENTED       CGS
 JK0503
 JK0503                          STATION DESCRIPTION
 JK0503
 JK0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0503'6 MI NW FROM CANON CITY.
 JK0503'5.95 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0503'FROM THE STATION AT CANON CITY, 0.2 MILE EAST OF THE ROYAL GORGE
 JK0503'SUSPENSION BRIDGE, 5 1/2 RAILS EAST OF MILEPOST 166, 15 FEET NORTH
 JK0503'OF THE NORTH RAIL, 4 FEET NORTHWEST OF A TELEPHONE POLE, 2.6 FEET
 JK0503'ABOVE THE GROUND, SET IN THE TOP OF A GRANITE LEDGE, 0.35 MILE
 JK0503'SOUTHEAST OF BENCH MARK S 6.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0111 ***********************************************************************
 JK0111  DESIGNATION -  H 342
 JK0111  PID         -  JK0111
 JK0111  STATE/COUNTY-  CO/FREMONT
 JK0111  USGS QUAD   -  PIERCE GULCH (1994)
 JK0111
 JK0111                         *CURRENT SURVEY CONTROL
 JK0111  ___________________________________________________________________
 JK0111* NAD 83(1986)-  38 22 31.     (N)    104 58 15.     (W)     SCALED    
 JK0111* NAVD 88     -      1522.268  (meters)    4994.31   (feet)  ADJUSTED  
 JK0111  ___________________________________________________________________
 JK0111  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 JK0111  DYNAMIC HT  -        1520.646 (meters)    4988.99  (feet)  COMP
 JK0111  MODELED GRAV-     979,510.5   (mgal)                       NAVD 88
 JK0111
 JK0111  VERT ORDER  -  FIRST     CLASS II
 JK0111
 JK0111.The horizontal coordinates were scaled from a topographic map and have
 JK0111.an estimated accuracy of +/- 6 seconds.
 JK0111
 JK0111.The orthometric height was determined by differential leveling
 JK0111.and adjusted by the National Geodetic Survey in June 1991..
 JK0111
 JK0111.The geoid height was determined by GEOID03.
 JK0111
 JK0111.The dynamic height is computed by dividing the NAVD 88
 JK0111.geopotential number by the normal gravity value computed on the
 JK0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0111.degrees latitude (g = 980.6199 gals.).
 JK0111
 JK0111.The modeled gravity was interpolated from observed gravity values.
 JK0111
 JK0111;                    North         East    Units  Estimated Accuracy
 JK0111;SPC CO C     -   365,100.      960,640.      MT  (+/- 180 meters Scaled)
 JK0111
 JK0111                          SUPERSEDED SURVEY CONTROL
 JK0111
 JK0111  NGVD 29 (??/??/92) 1521.330  (m)         4991.23   (f) ADJ UNCH    1 2
 JK0111
 JK0111.Superseded values are not recommended for survey control.
 JK0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0111.See file dsdata.txt to determine how the superseded data were derived.
 JK0111
 JK0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC025474(NAD 83)
 JK0111_MARKER: DB = BENCH MARK DISK
 JK0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0111_STAMPING: H 342 1953
 JK0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0111+STABILITY: SURFACE MOTION
 JK0111
 JK0111  HISTORY     - Date     Condition        Report By
 JK0111  HISTORY     - 1953     MONUMENTED       CGS
 JK0111
 JK0111                          STATION DESCRIPTION
 JK0111
 JK0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0111'3 MI E FROM PORTLAND.
 JK0111'3.0 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0111'FROM THE STATION AT PORTLAND, 0.2 MILE EAST OF MILEPOST 143, 63.5
 JK0111'FEET SOUTH OF A POWER POLE, 49 FEET NORTH OF THE NORTH RAIL, 20
 JK0111'FEET SOUTHWEST OF A 22 INCH COTTONWOOD TREE, 4.6 FEET EAST OF A
 JK0111'FENCE, 2.5 FEET NORTH OF A FENCE, 2.5 FEET EAST OF A WITNESS POST,
 JK0111'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 JK0111'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0229 ***********************************************************************
 JK0229  DESIGNATION -  H 347
 JK0229  PID         -  JK0229
 JK0229  STATE/COUNTY-  CO/EL PASO
 JK0229  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK0229
 JK0229                         *CURRENT SURVEY CONTROL
 JK0229  ___________________________________________________________________
 JK0229* NAD 83(1986)-  38 51 47.     (N)    104 49 57.     (W)     SCALED    
 JK0229* NAVD 88     -      1851.063  (meters)    6073.03   (feet)  ADJUSTED  
 JK0229  ___________________________________________________________________
 JK0229  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 JK0229  DYNAMIC HT  -        1849.048 (meters)    6066.42  (feet)  COMP
 JK0229  MODELED GRAV-     979,473.9   (mgal)                       NAVD 88
 JK0229
 JK0229  VERT ORDER  -  FIRST     CLASS II
 JK0229
 JK0229.The horizontal coordinates were scaled from a topographic map and have
 JK0229.an estimated accuracy of +/- 6 seconds.
 JK0229
 JK0229.The orthometric height was determined by differential leveling
 JK0229.and adjusted by the National Geodetic Survey in June 1991..
 JK0229
 JK0229.The geoid height was determined by GEOID03.
 JK0229
 JK0229.The dynamic height is computed by dividing the NAVD 88
 JK0229.geopotential number by the normal gravity value computed on the
 JK0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0229.degrees latitude (g = 980.6199 gals.).
 JK0229
 JK0229.The modeled gravity was interpolated from observed gravity values.
 JK0229
 JK0229;                    North         East    Units  Estimated Accuracy
 JK0229;SPC CO C     -   419,320.      972,330.      MT  (+/- 180 meters Scaled)
 JK0229
 JK0229                          SUPERSEDED SURVEY CONTROL
 JK0229
 JK0229  NGVD 29 (??/??/92) 1849.983  (m)         6069.49   (f) ADJ UNCH    1 2
 JK0229
 JK0229.Superseded values are not recommended for survey control.
 JK0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0229.See file dsdata.txt to determine how the superseded data were derived.
 JK0229
 JK0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED145015(NAD 83)
 JK0229_MARKER: DB = BENCH MARK DISK
 JK0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0229_STAMPING: H 347 1953
 JK0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0229+STABILITY: SURFACE MOTION
 JK0229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0229+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2003
 JK0229
 JK0229  HISTORY     - Date     Condition        Report By
 JK0229  HISTORY     - 1953     MONUMENTED       CGS
 JK0229  HISTORY     - 1975     GOOD             LOCENG
 JK0229  HISTORY     - 20030414 GOOD             GEOCAC
 JK0229  HISTORY     - 20030423 GOOD             USPSQD
 JK0229
 JK0229                          STATION DESCRIPTION
 JK0229
 JK0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0229'2 MI N FROM COLORADO SPRINGS.
 JK0229'2.05 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0229'FROM THE STATION AT COLORADO SPRINGS, 0.3 MILE SOUTH OF A ROUNDHOUSE,
 JK0229'1 BLOCK EAST OF THE INTERSECTION OF WALNUT STREET AND JEFFERSON
 JK0229'STREET, 24 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 13.5 FEET
 JK0229'NORTHEAST OF A TELEPHONE POLE, 3 FEET NORTH OF A WITNESS POST, SET
 JK0229'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE
 JK0229'THE GROUND.
 JK0229
 JK0229                          STATION RECOVERY (1975)
 JK0229
 JK0229'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 JK0229'RECOVERED IN GOOD CONDITION.
 JK0229
 JK0229                          STATION RECOVERY (2003)
 JK0229
 JK0229'RECOVERY NOTE BY GEOCACHING 2003 (TWS)
 JK0229'FOUND NORTH AND WEST OF GIVEN COORDINATES LOCATION, BUT DESCRIPTION
 JK0229'ABOUT BEING 24 FEET FROM WEST TRACK AND 13.5 FEET FROM POLE IS OK.
 JK0229'ROUNDHOUSE NO LONGER EXISTS. BENCH MARK IN GOOD CONDITION, HOWEVER, A
 JK0229'TREE HAS TAKEN ROOT RIGHT NEXT TO IT THAT WILL PUSH THE DISK OUT OF
 JK0229'PLACE UNLESS TREE IS REMOVED. ACCESS TO THE DISK CAN BE MADE BY USING
 JK0229'THE FRONTAGE ROAD SOUTH FROM FILLMORE STREET THROUGH THE TRUCKING FIRM
 JK0229'PARKING LOT.
 JK0229
 JK0229                          STATION RECOVERY (2003)
 JK0229
 JK0229'RECOVERY NOTE BY US POWER SQUADRON 2003 (TS)
 JK0229'COORDINATES N385147.5 W1044957.6
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0060 ***********************************************************************
 JK0060  DESIGNATION -  H 348
 JK0060  PID         -  JK0060
 JK0060  STATE/COUNTY-  CO/PUEBLO
 JK0060  USGS QUAD   -  PINON (1974)
 JK0060
 JK0060                         *CURRENT SURVEY CONTROL
 JK0060  ___________________________________________________________________
 JK0060* NAD 83(1986)-  38 24 07.     (N)    104 36 43.     (W)     SCALED    
 JK0060* NAVD 88     -      1508.398  (meters)    4948.80   (feet)  ADJUSTED  
 JK0060  ___________________________________________________________________
 JK0060  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 JK0060  DYNAMIC HT  -        1506.826 (meters)    4943.65  (feet)  COMP
 JK0060  MODELED GRAV-     979,533.9   (mgal)                       NAVD 88
 JK0060
 JK0060  VERT ORDER  -  FIRST     CLASS II
 JK0060
 JK0060.The horizontal coordinates were scaled from a topographic map and have
 JK0060.an estimated accuracy of +/- 6 seconds.
 JK0060
 JK0060.The orthometric height was determined by differential leveling
 JK0060.and adjusted by the National Geodetic Survey in June 1991..
 JK0060.WARNING-Repeat measurements at this control monument indicate possible
 JK0060.vertical movement.
 JK0060
 JK0060.The geoid height was determined by GEOID03.
 JK0060
 JK0060.The dynamic height is computed by dividing the NAVD 88
 JK0060.geopotential number by the normal gravity value computed on the
 JK0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0060.degrees latitude (g = 980.6199 gals.).
 JK0060
 JK0060.The modeled gravity was interpolated from observed gravity values.
 JK0060
 JK0060;                    North         East    Units  Estimated Accuracy
 JK0060;SPC CO S     -   497,760.      991,970.      MT  (+/- 180 meters Scaled)
 JK0060
 JK0060                          SUPERSEDED SURVEY CONTROL
 JK0060
 JK0060  NGVD 29 (??/??/92) 1507.490  (m)         4945.82   (f) ADJ UNCH    1 2
 JK0060
 JK0060.Superseded values are not recommended for survey control.
 JK0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0060.See file dsdata.txt to determine how the superseded data were derived.
 JK0060
 JK0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC338504(NAD 83)
 JK0060_MARKER: DB = BENCH MARK DISK
 JK0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0060_STAMPING: H 348 1953
 JK0060_MARK LOGO: CGS   
 JK0060_PROJECTION: PROJECTING 2 CENTIMETERS
 JK0060_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0060+STABILITY: SURFACE MOTION
 JK0060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0060+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1996
 JK0060
 JK0060  HISTORY     - Date     Condition        Report By
 JK0060  HISTORY     - 1953     MONUMENTED       CGS
 JK0060  HISTORY     - 1954     GOOD             NGS
 JK0060  HISTORY     - 1983     GOOD             NGS
 JK0060  HISTORY     - 19960201 GOOD             CODOT
 JK0060
 JK0060                          STATION DESCRIPTION
 JK0060
 JK0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JK0060'10.9 MI N FROM PUEBLO.
 JK0060'10.9 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0060'FROM THE UNION STATION AT PUEBLO, 230 FEET SOUTH OF THE SOUTHEAST
 JK0060'CORNER OF THE SWITCH TOWER AT BRAGDON, 254.5 FEET WEST OF THE WEST
 JK0060'RAIL OF THE MAIN TRACK, 47.8 FEET EAST OF THE EAST RAIL OF THE
 JK0060'ATCHISON, TOPEKA AND SANTA FE RAILROAD, 18 FEET NORTHEAST OF A POWER
 JK0060'POLE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 JK0060'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 JK0060
 JK0060                          STATION RECOVERY (1983)
 JK0060
 JK0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JK0060'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  17.6 KM
 JK0060'(10.95 MI) NORTHERLY ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0060'FROM THE UNION PACIFIC RAILROAD STATION IN PUEBLO, 77.5 METERS
 JK0060'(254.3 FT) WEST OF THE NEAR RAIL OF THE MAIN TRACKS, 40.0 METERS
 JK0060'(131.2 FT) WEST OF THE NEAR RAIL OF A SPURLINE, 35.4 METERS (116.1 FT)
 JK0060'EAST OF THE NEAR RAIL OF THE SANTA FE RAILROAD, AND 25.0 METERS
 JK0060'(82.0 FT) NORTH OF THE CENTER OF A GRAVELED ROAD LEADING EAST TO
 JK0060'BRAGDON.
 JK0060'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 JK0060'THE MARK IS 1.0 M BELOW THE TRACKS.
 JK0060
 JK0060                          STATION RECOVERY (1996)
 JK0060
 JK0060'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (PG)
 JK0060'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0236 ***********************************************************************
 HL0236  DESIGNATION -  H 35
 HL0236  PID         -  HL0236
 HL0236  STATE/COUNTY-  CO/LA PLATA
 HL0236  USGS QUAD   -  BASIN MOUNTAIN (1968)
 HL0236
 HL0236                         *CURRENT SURVEY CONTROL
 HL0236  ___________________________________________________________________
 HL0236* NAD 83(1986)-  37 13 44.     (N)    107 58 59.     (W)     SCALED    
 HL0236* NAVD 88     -      2211.122  (meters)    7254.32   (feet)  POSTED    
 HL0236  ___________________________________________________________________
 HL0236  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 HL0236  DYNAMIC HT  -        2208.230 (meters)    7244.83  (feet)  COMP
 HL0236  MODELED GRAV-     979,244.2   (mgal)                       NAVD 88
 HL0236
 HL0236  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HL0236
 HL0236.The horizontal coordinates were scaled from a topographic map and have
 HL0236.an estimated accuracy of +/- 6 seconds.
 HL0236
 HL0236.The orthometric height was determined by differential leveling
 HL0236.and adjusted by the National Geodetic Survey in 1992..
 HL0236.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HL0236.rate of 0.0 thru 1.0 mm/km.
 HL0236
 HL0236.The geoid height was determined by GEOID03.
 HL0236
 HL0236.The dynamic height is computed by dividing the NAVD 88
 HL0236.geopotential number by the normal gravity value computed on the
 HL0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0236.degrees latitude (g = 980.6199 gals.).
 HL0236
 HL0236.The modeled gravity was interpolated from observed gravity values.
 HL0236
 HL0236;                    North         East    Units  Estimated Accuracy
 HL0236;SPC CO S     -   370,130.      694,070.      MT  (+/- 180 meters Scaled)
 HL0236
 HL0236                          SUPERSEDED SURVEY CONTROL
 HL0236
 HL0236  NGVD 29 (??/??/92) 2209.865  (m)         7250.20   (f) ADJ UNCH    1 2
 HL0236
 HL0236.Superseded values are not recommended for survey control.
 HL0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0236.See file dsdata.txt to determine how the superseded data were derived.
 HL0236
 HL0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB353244(NAD 83)
 HL0236_MARKER: DB = BENCH MARK DISK
 HL0236_SETTING: 0 = UNSPECIFIED SETTING
 HL0236_STAMPING: H 35 1934
 HL0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0236
 HL0236  HISTORY     - Date     Condition        Report By
 HL0236  HISTORY     - 1934     MONUMENTED       CGS
 HL0236  HISTORY     - 1961     GOOD             USGS
 HL0236
 HL0236                          STATION DESCRIPTION
 HL0236
 HL0236'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 HL0236'8.0 MI W FROM DURANGO.
 HL0236'DURANGO, 8 MI. WEST OF ALONG D AND RGW RAILROAD.  TO REACH FROM THE
 HL0236'JCT. OF U.S. HWYS. 160 AND 550 IN DURANGO, GO WEST ON U.S. HWY. 160
 HL0236'FOR 2.3 MILES TO A ROAD FORK, THENCE LEFT FOR 4.5 MILES TO A ROAD
 HL0236'FORK, THENCE LEFT FOR 0.8 MILE TO A ROAD FORK, THENCE RIGHT THROUGH
 HL0236'GATE AND THEN WEST ACROSS COUNTRY FOR 680 FT. TO BM.  THE BM IS 45 FT.
 HL0236'EAST OF OLD RAILROAD GRADE AND 90 FT. ESE OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0658 ***********************************************************************
 JK0658  DESIGNATION -  H 350
 JK0658  PID         -  JK0658
 JK0658  STATE/COUNTY-  CO/PARK
 JK0658  USGS QUAD   -  ANTERO RESERVOIR (1994)
 JK0658
 JK0658                         *CURRENT SURVEY CONTROL
 JK0658  ___________________________________________________________________
 JK0658* NAD 83(1986)-  38 55 32.     (N)    105 57 44.     (W)     SCALED    
 JK0658* NAVD 88     -      2787.081  (meters)    9143.95   (feet)  ADJUSTED  
 JK0658  ___________________________________________________________________
 JK0658  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 JK0658  DYNAMIC HT  -        2783.513 (meters)    9132.24  (feet)  COMP
 JK0658  MODELED GRAV-     979,246.3   (mgal)                       NAVD 88
 JK0658
 JK0658  VERT ORDER  -  FIRST     CLASS II
 JK0658
 JK0658.The horizontal coordinates were scaled from a topographic map and have
 JK0658.an estimated accuracy of +/- 6 seconds.
 JK0658
 JK0658.The orthometric height was determined by differential leveling
 JK0658.and adjusted by the National Geodetic Survey in June 1991..
 JK0658
 JK0658.The geoid height was determined by GEOID03.
 JK0658
 JK0658.The dynamic height is computed by dividing the NAVD 88
 JK0658.geopotential number by the normal gravity value computed on the
 JK0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0658.degrees latitude (g = 980.6199 gals.).
 JK0658
 JK0658.The modeled gravity was interpolated from observed gravity values.
 JK0658
 JK0658;                    North         East    Units  Estimated Accuracy
 JK0658;SPC CO C     -   426,150.      874,320.      MT  (+/- 180 meters Scaled)
 JK0658
 JK0658                          SUPERSEDED SURVEY CONTROL
 JK0658
 JK0658  NGVD 29 (??/??/92) 2785.479  (m)         9138.69   (f) ADJ UNCH    1 2
 JK0658
 JK0658.Superseded values are not recommended for survey control.
 JK0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0658.See file dsdata.txt to determine how the superseded data were derived.
 JK0658
 JK0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD165089(NAD 83)
 JK0658_MARKER: DB = BENCH MARK DISK
 JK0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0658_STAMPING: H 350 1954
 JK0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0658+STABILITY: SURFACE MOTION
 JK0658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0658+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004
 JK0658
 JK0658  HISTORY     - Date     Condition        Report By
 JK0658  HISTORY     - 1954     MONUMENTED       CGS
 JK0658  HISTORY     - 20040526 GOOD             GEOCAC
 JK0658
 JK0658                          STATION DESCRIPTION
 JK0658
 JK0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JK0658'0.4 MI NE FROM ANTERO JUNCTION.
 JK0658'0.3 MILE EAST ALONG U.S. HIGHWAY 24 FROM ITS JUNCTION WITH U.S.
 JK0658'HIGHWAY 285 AT ANTERO JUNCTION, THENCE, 0.15 MILE NORTH ALONG A
 JK0658'GRAVELED ROAD, 42 FEET WEST OF THE CENTER LINE OF THE ROAD, 21 FEET
 JK0658'SOUTH OF A FENCE CORNER, 3 FEET EAST OF A FENCE, 2.7 FEET SOUTH OF
 JK0658'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 JK0658'0.6 FOOT ABOVE THE GROUND.
 JK0658
 JK0658                          STATION RECOVERY (2004)
 JK0658
 JK0658'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 JK0658'FOUND IN GOOD CONDITION ON PRIVATE PROPERTY.
 JK0658' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0170 ***********************************************************************
 KK0170  DESIGNATION -  H 354
 KK0170  PID         -  KK0170
 KK0170  STATE/COUNTY-  CO/EL PASO
 KK0170  USGS QUAD   -  PALMER LAKE (1994)
 KK0170
 KK0170                         *CURRENT SURVEY CONTROL
 KK0170  ___________________________________________________________________
 KK0170* NAD 83(1986)-  39 06 33.     (N)    104 53 07.     (W)     SCALED    
 KK0170* NAVD 88     -      2160.810  (meters)    7089.26   (feet)  ADJUSTED  
 KK0170  ___________________________________________________________________
 KK0170  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 KK0170  DYNAMIC HT  -        2158.409 (meters)    7081.38  (feet)  COMP
 KK0170  MODELED GRAV-     979,438.6   (mgal)                       NAVD 88
 KK0170
 KK0170  VERT ORDER  -  FIRST     CLASS II
 KK0170
 KK0170.The horizontal coordinates were scaled from a topographic map and have
 KK0170.an estimated accuracy of +/- 6 seconds.
 KK0170
 KK0170.The orthometric height was determined by differential leveling
 KK0170.and adjusted by the National Geodetic Survey in June 1991..
 KK0170
 KK0170.The geoid height was determined by GEOID03.
 KK0170
 KK0170.The dynamic height is computed by dividing the NAVD 88
 KK0170.geopotential number by the normal gravity value computed on the
 KK0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0170.degrees latitude (g = 980.6199 gals.).
 KK0170
 KK0170.The modeled gravity was interpolated from observed gravity values.
 KK0170
 KK0170;                    North         East    Units  Estimated Accuracy
 KK0170;SPC CO C     -   446,610.      967,570.      MT  (+/- 180 meters Scaled)
 KK0170
 KK0170                          SUPERSEDED SURVEY CONTROL
 KK0170
 KK0170  NGVD 29 (??/??/92) 2159.610  (m)         7085.32   (f) ADJ UNCH    1 2
 KK0170
 KK0170.Superseded values are not recommended for survey control.
 KK0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0170.See file dsdata.txt to determine how the superseded data were derived.
 KK0170
 KK0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED099288(NAD 83)
 KK0170_MARKER: DB = BENCH MARK DISK
 KK0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0170_STAMPING: H 354 1954
 KK0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0170+STABILITY: SURFACE MOTION
 KK0170
 KK0170  HISTORY     - Date     Condition        Report By
 KK0170  HISTORY     - 1954     MONUMENTED       CGS
 KK0170  HISTORY     - 19841127 MARK NOT FOUND   USGS
 KK0170
 KK0170                          STATION DESCRIPTION
 KK0170
 KK0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK0170'2.3 MI SE FROM PALMER LAKE.
 KK0170'2.3 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 KK0170'RAILROAD FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION
 KK0170'AT PALMER LAKE, 0.2 MILE EAST OF MILEPOST 54, 36 FEET SOUTH OF THE
 KK0170'SOUTH RAIL, 12 FEET NORTH OF A FENCE, 3 FEET EAST OF A WITNESS POST,
 KK0170'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 KK0170'THE GROUND.
 KK0170
 KK0170                          STATION RECOVERY (1984)
 KK0170
 KK0170'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 KK0170'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0469 ***********************************************************************
 KK0469  DESIGNATION -  H 355
 KK0469  PID         -  KK0469
 KK0469  STATE/COUNTY-  CO/ARAPAHOE
 KK0469  USGS QUAD   -  HIGHLANDS RANCH (1965)
 KK0469
 KK0469                         *CURRENT SURVEY CONTROL
 KK0469  ___________________________________________________________________
 KK0469* NAD 83(1986)-  39 35 14.     (N)    104 58 43.     (W)     SCALED    
 KK0469* NAVD 88     -      1686.509  (meters)    5533.15   (feet)  POSTED    
 KK0469  ___________________________________________________________________
 KK0469  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 KK0469  DYNAMIC HT  -        1684.840 (meters)    5527.68  (feet)  COMP
 KK0469  MODELED GRAV-     979,580.6   (mgal)                       NAVD 88
 KK0469
 KK0469  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0469
 KK0469.The horizontal coordinates were scaled from a topographic map and have
 KK0469.an estimated accuracy of +/- 6 seconds.
 KK0469
 KK0469.The orthometric height was determined by differential leveling
 KK0469.and adjusted by the National Geodetic Survey in 1992..
 KK0469.No vertical observational check was made to the station.
 KK0469.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0469.was located on a no-check spur therefore a value was not computed.
 KK0469
 KK0469.The geoid height was determined by GEOID03.
 KK0469
 KK0469.The dynamic height is computed by dividing the NAVD 88
 KK0469.geopotential number by the normal gravity value computed on the
 KK0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0469.degrees latitude (g = 980.6199 gals.).
 KK0469
 KK0469.The modeled gravity was interpolated from observed gravity values.
 KK0469
 KK0469;                    North         East    Units  Estimated Accuracy
 KK0469;SPC CO C     -   499,630.      959,190.      MT  (+/- 180 meters Scaled)
 KK0469
 KK0469                          SUPERSEDED SURVEY CONTROL
 KK0469
 KK0469  NGVD 29 (??/??/92) 1685.588  (m)         5530.13   (f) ADJ UNCH    1 2
 KK0469
 KK0469.Superseded values are not recommended for survey control.
 KK0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0469.See file dsdata.txt to determine how the superseded data were derived.
 KK0469
 KK0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED018819(NAD 83)
 KK0469_MARKER: DB = BENCH MARK DISK
 KK0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0469_STAMPING: H 355 1954
 KK0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0469+STABILITY: SURFACE MOTION
 KK0469
 KK0469  HISTORY     - Date     Condition        Report By
 KK0469  HISTORY     - 1954     MONUMENTED       CGS
 KK0469  HISTORY     - 1955     GOOD             NGS
 KK0469  HISTORY     - 1983     MARK NOT FOUND   NGS
 KK0469
 KK0469                          STATION DESCRIPTION
 KK0469
 KK0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK0469'4 MI SE FROM LITTLETON.
 KK0469'0.8 MILE SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KK0469'THE STATION AT LITTLETON, THENCE 1.9 MILES EAST ALONG RIDGE ROAD,
 KK0469'THENCE 0.25 MILE NORTH ALONG AN OILED ROAD, THENCE 0.5 MILE EAST ALONG
 KK0469'A GRAVELED ROAD, THENCE 0.5 MILE SOUTH ALONG A PRIVATE ROAD, AT THE
 KK0469'NORTHWEST CORNER OF THE BAR NONE AIRPORT, 138 FEET SOUTHWEST OF
 KK0469'THE WEST END OF THE NORTH ROW OF HANGARS, 102 FEET SOUTH OF THE WEST
 KK0469'END OF THE MAIN ENTRANCE TO THE AIRPORT, 136 FEET WEST OF THE WIND
 KK0469'SOCK, 1.5 FEET EAST OF A FENCE, 4 FEET NORTH OF A WITNESS POST, SET
 KK0469'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 KK0469'GROUND.
 KK0469
 KK0469                          STATION RECOVERY (1955)
 KK0469
 KK0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0469'RECOVERED IN GOOD CONDITION.
 KK0469
 KK0469                          STATION RECOVERY (1983)
 KK0469
 KK0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0469'THE AREA IS A NEW HOUSING DEVELOPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0343 ***********************************************************************
 LL0343  DESIGNATION -  H 356
 LL0343  PID         -  LL0343
 LL0343  STATE/COUNTY-  CO/WELD
 LL0343  USGS QUAD   -  NUNN (1975)
 LL0343
 LL0343                         *CURRENT SURVEY CONTROL
 LL0343  ___________________________________________________________________
 LL0343* NAD 83(1992)-  40 42 41.33913(N)    104 52 04.42338(W)     ADJUSTED  
 LL0343* NAVD 88     -      1641.967  (meters)    5387.02   (feet)  ADJUSTED  
 LL0343  ___________________________________________________________________
 LL0343  X           -  -1,242,615.600 (meters)                     COMP
 LL0343  Y           -  -4,680,645.898 (meters)                     COMP
 LL0343  Z           -   4,139,249.465 (meters)                     COMP
 LL0343  LAPLACE CORR-          -9.63  (seconds)                    DEFLEC99
 LL0343  ELLIP HEIGHT-        1625.26  (meters)          (12/03/02) GPS OBS
 LL0343  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 LL0343  DYNAMIC HT  -        1640.578 (meters)    5382.46  (feet)  COMP
 LL0343  MODELED GRAV-     979,720.9   (mgal)                       NAVD 88
 LL0343
 LL0343  HORZ ORDER  -  FIRST
 LL0343  VERT ORDER  -  FIRST     CLASS II
 LL0343  ELLP ORDER  -  FOURTH    CLASS II
 LL0343
 LL0343.The horizontal coordinates were established by GPS observations
 LL0343.and adjusted by the National Geodetic Survey in March 1998..
 LL0343
 LL0343.The orthometric height was determined by differential leveling
 LL0343.and adjusted by the National Geodetic Survey in June 1991..
 LL0343.WARNING-Repeat measurements at this control monument indicate possible
 LL0343.vertical movement.
 LL0343
 LL0343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL0343
 LL0343.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL0343
 LL0343.The ellipsoidal height was determined by GPS observations
 LL0343.and is referenced to NAD 83.
 LL0343
 LL0343.The geoid height was determined by GEOID03.
 LL0343
 LL0343.The dynamic height is computed by dividing the NAVD 88
 LL0343.geopotential number by the normal gravity value computed on the
 LL0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0343.degrees latitude (g = 980.6199 gals.).
 LL0343
 LL0343.The modeled gravity was interpolated from observed gravity values.
 LL0343
 LL0343;                    North         East     Units Scale Factor Converg.
 LL0343;SPC CO N     -   458,012.207   967,814.264   MT  0.99998913   +0 24 30.3
 LL0343;SPC CO N     - 1,502,661.72  3,175,237.30   sFT  0.99998913   +0 24 30.3
 LL0343;UTM  13      - 4,506,738.142   511,158.508   MT  0.99960153   +0 05 10.2
 LL0343
 LL0343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL0343!SPC CO N     -   0.99974512  x   0.99998913  =   0.99973425
 LL0343!UTM  13      -   0.99974512  x   0.99960153  =   0.99934675
 LL0343
 LL0343                          SUPERSEDED SURVEY CONTROL
 LL0343
 LL0343  ELLIP H (03/31/98) 1625.28   (m)                       GP(       ) 4 1
 LL0343  NAVD 88 (03/31/98) 1641.97   (m)         5387.0    (f) LEVELING    3  
 LL0343  NGVD 29 (??/??/??) 1641.073  (m)         5384.09   (f) ADJUSTED    1 2
 LL0343
 LL0343.Superseded values are not recommended for survey control.
 LL0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0343.See file dsdata.txt to determine how the superseded data were derived.
 LL0343
 LL0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF1115906738(NAD 83)
 LL0343_MARKER: DB = BENCH MARK DISK
 LL0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0343_STAMPING: H 356 1954
 LL0343_MARK LOGO: CGS   
 LL0343_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0343+STABILITY: SURFACE MOTION
 LL0343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0343+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1997
 LL0343
 LL0343  HISTORY     - Date     Condition        Report By
 LL0343  HISTORY     - 1954     MONUMENTED       CGS
 LL0343  HISTORY     - 1983     GOOD             CGS
 LL0343  HISTORY     - 1984     GOOD             NGS
 LL0343  HISTORY     - 19970701 GOOD             CODOT
 LL0343
 LL0343                          STATION DESCRIPTION
 LL0343
 LL0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LL0343'4.7 MI W FROM NUNN.
 LL0343'0.3 MILE NORTHWEST ALONG U.S. HIGHWAY 85 FROM THE UNION PACIFIC
 LL0343'RAILROAD STATION AT NUNN, THENCE 4.4 MILES WEST ALONG A GRAVELED
 LL0343'ROAD, 63 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST
 LL0343'GRAVELED ROAD, 32 FEET EAST OF THE CENTER LINE OF A NORTH AND
 LL0343'SOUTH TRACK ROAD, 1.5 FEET WEST OF A FENCE, 2 FEET SOUTH OF A
 LL0343'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LL0343'0.4 FOOT ABOVE THE GROUND.
 LL0343
 LL0343                          STATION RECOVERY (1983)
 LL0343
 LL0343'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1983
 LL0343'ADD: THE MARK IS NOW FLUSH WITH THE GROUND AND A NEW WITNESS POST
 LL0343'NEXT TO THE OLD WITNESS POST.
 LL0343
 LL0343                          STATION RECOVERY (1984)
 LL0343
 LL0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0343'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.8 KM (0.5 MI)
 LL0343'NORTH ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH 4TH STREET IN NUNN,
 LL0343'THENCE 7.2 KM (4.45 MI) WEST ALONG COUNTY ROAD 100, AT THE
 LL0343'INTERSECTION OF COUNTY ROAD 21.
 LL0343
 LL0343                          STATION RECOVERY (1997)
 LL0343
 LL0343'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 LL0343'THE STATION IS LOCATED ABOUT 8 MI (12.9 KM) NORTHWEST OF PIERCE, 7.5
 LL0343'MI (12.1 KM) EAST OF WELLINGTON AND 5.5 MI (8.9 KM) WEST OF NUNN, IN
 LL0343'THE SOUTHWEST 1/4 OF SECTION 26, T 9 N, R 67 W.  OWNERSHIP--WELD
 LL0343'COUNTY ROAD RIGHT-OF-WAY TO REACH THE STATION FROM U.  S.  HIGHWAY 85
 LL0343'AND COUNTY ROAD 100, ABOUT 0.5 MI (0.8 KM) NORTH OF NUNN, GO WEST ON
 LL0343'COUNTY ROAD 100 FOR 4.55 MI (7.32 KM) TO THE STATION ON THE RIGHT AT
 LL0343'THE INTERSECTION OF COUNTY ROAD 21, INSIDE A FENCE THAT CLOSES OFF THE
 LL0343'NORTHERN PART OF COUNTY ROAD 21 THE MARK IS A STANDARD DISK SET IN THE
 LL0343'TOP OF A ROUND 20 CM CONCRETE POST, RECESSED 10 CM BELOW THE GROUND.
 LL0343'IT IS 19.5 M (64.0 FT) NORTH FROM THE CENTER LINE OF COUNTY ROAD 100,
 LL0343'11.5 M (37.7 FT) NORTH FROM A ROAD SIGN, 10.0 M (32.8 FT) NORTH FROM A
 LL0343'FENCE CORNER, 8.4 M (27.6 FT) EAST FROM THE CENTER OF COUNTY ROAD 21,
 LL0343'0.7 M (2.3 FT) SOUTH FROM A WITNESS POST, 0.6 M (2.0 FT) WEST FROM A
 LL0343'RIGHT-OF-WAY FENCE AND ABOUT 1 M (3.3 FT) BELOW COUNTY ROAD 100.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0104 ***********************************************************************
 KK0104  DESIGNATION -  H 357
 KK0104  PID         -  KK0104
 KK0104  STATE/COUNTY-  CO/ARAPAHOE
 KK0104  USGS QUAD   -  BYERS (1978)
 KK0104
 KK0104                         *CURRENT SURVEY CONTROL
 KK0104  ___________________________________________________________________
 KK0104* NAD 83(1986)-  39 42 36.     (N)    104 10 15.     (W)     SCALED    
 KK0104* NAVD 88     -      1583.355  (meters)    5194.72   (feet)  ADJUSTED  
 KK0104  ___________________________________________________________________
 KK0104  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 KK0104  DYNAMIC HT  -        1581.917 (meters)    5190.01  (feet)  COMP
 KK0104  MODELED GRAV-     979,662.3   (mgal)                       NAVD 88
 KK0104
 KK0104  VERT ORDER  -  SECOND    CLASS 0
 KK0104
 KK0104.The horizontal coordinates were scaled from a topographic map and have
 KK0104.an estimated accuracy of +/- 6 seconds.
 KK0104
 KK0104.The orthometric height was determined by differential leveling
 KK0104.and adjusted by the National Geodetic Survey in June 1991..
 KK0104
 KK0104.The geoid height was determined by GEOID03.
 KK0104
 KK0104.The dynamic height is computed by dividing the NAVD 88
 KK0104.geopotential number by the normal gravity value computed on the
 KK0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0104.degrees latitude (g = 980.6199 gals.).
 KK0104
 KK0104.The modeled gravity was interpolated from observed gravity values.
 KK0104
 KK0104;                    North         East    Units  Estimated Accuracy
 KK0104;SPC CO C     -   513,970.    1,028,380.      MT  (+/- 180 meters Scaled)
 KK0104
 KK0104                          SUPERSEDED SURVEY CONTROL
 KK0104
 KK0104  NGVD 29 (??/??/92) 1582.526  (m)         5192.00   (f) ADJ UNCH    2 0
 KK0104
 KK0104.Superseded values are not recommended for survey control.
 KK0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0104.See file dsdata.txt to determine how the superseded data were derived.
 KK0104
 KK0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED710958(NAD 83)
 KK0104_MARKER: DB = BENCH MARK DISK
 KK0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0104_STAMPING: H 357 1954
 KK0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0104+STABILITY: SURFACE MOTION
 KK0104
 KK0104  HISTORY     - Date     Condition        Report By
 KK0104  HISTORY     - 1954     MONUMENTED       CGS
 KK0104
 KK0104                          STATION DESCRIPTION
 KK0104
 KK0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK0104'3 MI E FROM BYERS.
 KK0104'0.5 MILE SOUTHEAST ALONG U.S. HIGHWAYS 40 AND 287 FROM THE UNION
 KK0104'PACIFIC RAILROAD STATION AT BYERS, THENCE 2.5 MILES EAST ALONG A
 KK0104'GRAVELED ROAD, 133 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 KK0104'FARMHOUSE, 45 FEET EAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY,
 KK0104'30 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST GRAVELED ROAD,
 KK0104'6.5 FEET WEST OF A POWER POLE, 2.5 FEET EAST OF A WITNESS POST,
 KK0104'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 KK0104'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0424 ***********************************************************************
 LL0424  DESIGNATION -  H 358
 LL0424  PID         -  LL0424
 LL0424  STATE/COUNTY-  CO/LARIMER
 LL0424  USGS QUAD   -  WELLINGTON (1978)
 LL0424
 LL0424                         *CURRENT SURVEY CONTROL
 LL0424  ___________________________________________________________________
 LL0424* NAD 83(1986)-  40 44 25.     (N)    105 04 34.     (W)     SCALED    
 LL0424* NAVD 88     -      1626.610  (meters)    5336.64   (feet)  ADJUSTED  
 LL0424  ___________________________________________________________________
 LL0424  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 LL0424  DYNAMIC HT  -        1625.238 (meters)    5332.14  (feet)  COMP
 LL0424  MODELED GRAV-     979,723.7   (mgal)                       NAVD 88
 LL0424
 LL0424  VERT ORDER  -  FIRST     CLASS II
 LL0424
 LL0424.The horizontal coordinates were scaled from a topographic map and have
 LL0424.an estimated accuracy of +/- 6 seconds.
 LL0424
 LL0424.The orthometric height was determined by differential leveling
 LL0424.and adjusted by the National Geodetic Survey in June 1991..
 LL0424
 LL0424.The geoid height was determined by GEOID03.
 LL0424
 LL0424.The dynamic height is computed by dividing the NAVD 88
 LL0424.geopotential number by the normal gravity value computed on the
 LL0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0424.degrees latitude (g = 980.6199 gals.).
 LL0424
 LL0424.The modeled gravity was interpolated from observed gravity values.
 LL0424
 LL0424;                    North         East    Units  Estimated Accuracy
 LL0424;SPC CO N     -   461,110.      950,210.      MT  (+/- 180 meters Scaled)
 LL0424
 LL0424                          SUPERSEDED SURVEY CONTROL
 LL0424
 LL0424  NGVD 29 (??/??/92) 1625.650  (m)         5333.49   (f) ADJ UNCH    1 2
 LL0424
 LL0424.Superseded values are not recommended for survey control.
 LL0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0424.See file dsdata.txt to determine how the superseded data were derived.
 LL0424
 LL0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF935099(NAD 83)
 LL0424_MARKER: DB = BENCH MARK DISK
 LL0424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0424_STAMPING: H 358 1954
 LL0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0424+STABILITY: SURFACE MOTION
 LL0424
 LL0424  HISTORY     - Date     Condition        Report By
 LL0424  HISTORY     - 1954     MONUMENTED       CGS
 LL0424  HISTORY     - 1984     GOOD             NGS
 LL0424
 LL0424                          STATION DESCRIPTION
 LL0424
 LL0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LL0424'0.3 MI N FROM WAVERLY.
 LL0424'0.3 MILE NORTH ALONG STATE HIGHWAY 253 FROM THE WAVERLY SCHOOL
 LL0424'AT WAVERLY, 91 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST
 LL0424'ROAD, 29 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 58 FEET
 LL0424'EAST OF THE SOUTHEAST CORNER OF A HOUSE, 4 FEET NORTH OF A
 LL0424'TELEPHONE POLE, 2 FEET EAST OF A BOARD FENCE, 2.5 FEET SOUTH OF A
 LL0424'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LL0424'0.2 FOOT ABOVE THE GROUND, 49 FEET NORTH OF THE CENTER LINE OF A
 LL0424'PRIVATE DRIVEWAY.
 LL0424
 LL0424                          STATION RECOVERY (1984)
 LL0424
 LL0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0424'THE WITNESS POST AND TELEPHONE POLE ARE NO LONGER AT THE SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1032 ***********************************************************************
 KK1032  DESIGNATION -  H 359
 KK1032  PID         -  KK1032
 KK1032  STATE/COUNTY-  CO/CLEAR CREEK
 KK1032  USGS QUAD   -  BERTHOUD PASS (1957)
 KK1032
 KK1032                         *CURRENT SURVEY CONTROL
 KK1032  ___________________________________________________________________
 KK1032* NAD 83(1986)-  39 46 25.     (N)    105 48 00.     (W)     SCALED    
 KK1032* NAVD 88     -      2955.948  (meters)    9697.97   (feet)  ADJUSTED  
 KK1032  ___________________________________________________________________
 KK1032  GEOID HEIGHT-         -12.31  (meters)                     GEOID03
 KK1032  DYNAMIC HT  -        2952.230 (meters)    9685.77  (feet)  COMP
 KK1032  MODELED GRAV-     979,260.9   (mgal)                       NAVD 88
 KK1032
 KK1032  VERT ORDER  -  FIRST     CLASS II
 KK1032
 KK1032.The horizontal coordinates were scaled from a topographic map and have
 KK1032.an estimated accuracy of +/- 6 seconds.
 KK1032
 KK1032.The orthometric height was determined by differential leveling
 KK1032.and adjusted by the National Geodetic Survey in June 1991..
 KK1032
 KK1032.The geoid height was determined by GEOID03.
 KK1032
 KK1032.The dynamic height is computed by dividing the NAVD 88
 KK1032.geopotential number by the normal gravity value computed on the
 KK1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1032.degrees latitude (g = 980.6199 gals.).
 KK1032
 KK1032.The modeled gravity was interpolated from observed gravity values.
 KK1032
 KK1032;                    North         East    Units  Estimated Accuracy
 KK1032;SPC CO C     -   520,240.      888,700.      MT  (+/- 180 meters Scaled)
 KK1032
 KK1032                          SUPERSEDED SURVEY CONTROL
 KK1032
 KK1032  NGVD 29 (??/??/92) 2954.258  (m)         9692.43   (f) ADJ UNCH    1 2
 KK1032
 KK1032.Superseded values are not recommended for survey control.
 KK1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1032.See file dsdata.txt to determine how the superseded data were derived.
 KK1032
 KK1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE314029(NAD 83)
 KK1032_MARKER: DB = BENCH MARK DISK
 KK1032_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK1032_SP_SET: CULVERT
 KK1032_STAMPING: H 359 1954
 KK1032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1032
 KK1032  HISTORY     - Date     Condition        Report By
 KK1032  HISTORY     - 1954     MONUMENTED       CGS
 KK1032
 KK1032                          STATION DESCRIPTION
 KK1032
 KK1032'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK1032'6.7 MI W FROM EMPIRE.
 KK1032'6.7 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE PUBLIC SCHOOL AT
 KK1032'EMPIRE, 21 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET
 KK1032'IN THE TOP OF THE NORTHWEST HEADWALL OF A STONE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0044 ***********************************************************************
 KM0044  DESIGNATION -  H 36
 KM0044  PID         -  KM0044
 KM0044  STATE/COUNTY-  CO/GARFIELD
 KM0044  USGS QUAD   -  CARBONERA (1973)
 KM0044
 KM0044                         *CURRENT SURVEY CONTROL
 KM0044  ___________________________________________________________________
 KM0044* NAD 83(1986)-  39 24 27.     (N)    108 58 50.     (W)     SCALED    
 KM0044* NAVD 88     -      1575.294  (meters)    5168.28   (feet)  ADJUSTED  
 KM0044  ___________________________________________________________________
 KM0044  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 KM0044  DYNAMIC HT  -        1573.792 (meters)    5163.35  (feet)  COMP
 KM0044  MODELED GRAV-     979,618.0   (mgal)                       NAVD 88
 KM0044
 KM0044  VERT ORDER  -  FIRST     CLASS II
 KM0044
 KM0044.The horizontal coordinates were scaled from a topographic map and have
 KM0044.an estimated accuracy of +/- 6 seconds.
 KM0044
 KM0044.The orthometric height was determined by differential leveling
 KM0044.and adjusted by the National Geodetic Survey in June 1991..
 KM0044
 KM0044.The geoid height was determined by GEOID03.
 KM0044
 KM0044.The dynamic height is computed by dividing the NAVD 88
 KM0044.geopotential number by the normal gravity value computed on the
 KM0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0044.degrees latitude (g = 980.6199 gals.).
 KM0044
 KM0044.The modeled gravity was interpolated from observed gravity values.
 KM0044
 KM0044;                    North         East    Units  Estimated Accuracy
 KM0044;SPC CO C     -   485,290.      614,720.      MT  (+/- 180 meters Scaled)
 KM0044
 KM0044                          SUPERSEDED SURVEY CONTROL
 KM0044
 KM0044  NGVD 29 (??/??/92) 1574.162  (m)         5164.56   (f) ADJ UNCH    1 2
 KM0044
 KM0044.Superseded values are not recommended for survey control.
 KM0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0044.See file dsdata.txt to determine how the superseded data were derived.
 KM0044
 KM0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ738639(NAD 83)
 KM0044_MARKER: DB = BENCH MARK DISK
 KM0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KM0044_STAMPING: 5164.563 H 36 1933
 KM0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0044+STABILITY: SURFACE MOTION
 KM0044
 KM0044  HISTORY     - Date     Condition        Report By
 KM0044  HISTORY     - 1933     MONUMENTED       CGS
 KM0044  HISTORY     - 1968     MARK NOT FOUND   USGS
 KM0044
 KM0044                          STATION DESCRIPTION
 KM0044
 KM0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KM0044'12.3 MI S FROM ATCHEE.
 KM0044'CONCRETE POST, ON UINTAH RY. RIGHT OF WAY, 2.5 MILES NORTH OF
 KM0044'MESA-GARFIELD COUNTY LINE, 0.2 MILES SOUTH OF RAILROAD CROSSING, 400
 KM0044'FEET NORTH OF MILEPOST 16, 34 FEET WEST OF RAILROAD CENTER-LINE.
 KM0044
 KM0044                          STATION RECOVERY (1968)
 KM0044
 KM0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KM0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0313 ***********************************************************************
 HL0313  DESIGNATION -  H 36
 HL0313  PID         -  HL0313
 HL0313  STATE/COUNTY-  CO/SAN MIGUEL
 HL0313  USGS QUAD   -  GRAY HEAD (1953)
 HL0313
 HL0313                         *CURRENT SURVEY CONTROL
 HL0313  ___________________________________________________________________
 HL0313* NAD 83(1986)-  37 58 02.     (N)    107 58 14.     (W)     SCALED    
 HL0313* NAVD 88     -      2360.424  (meters)    7744.16   (feet)  ADJUSTED  
 HL0313  ___________________________________________________________________
 HL0313  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 HL0313  DYNAMIC HT  -        2357.284 (meters)    7733.86  (feet)  COMP
 HL0313  MODELED GRAV-     979,215.3   (mgal)                       NAVD 88
 HL0313
 HL0313  VERT ORDER  -  SECOND    CLASS 0
 HL0313
 HL0313.The horizontal coordinates were scaled from a topographic map and have
 HL0313.an estimated accuracy of +/- 6 seconds.
 HL0313
 HL0313.The orthometric height was determined by differential leveling
 HL0313.and adjusted by the National Geodetic Survey in June 1991..
 HL0313
 HL0313.The geoid height was determined by GEOID03.
 HL0313
 HL0313.The dynamic height is computed by dividing the NAVD 88
 HL0313.geopotential number by the normal gravity value computed on the
 HL0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0313.degrees latitude (g = 980.6199 gals.).
 HL0313
 HL0313.The modeled gravity was interpolated from observed gravity values.
 HL0313
 HL0313;                    North         East    Units  Estimated Accuracy
 HL0313;SPC CO S     -   452,010.      697,350.      MT  (+/- 180 meters Scaled)
 HL0313
 HL0313                          SUPERSEDED SURVEY CONTROL
 HL0313
 HL0313  NGVD 29 (??/??/92) 2358.892  (m)         7739.13   (f) ADJ UNCH    2 0
 HL0313
 HL0313.Superseded values are not recommended for survey control.
 HL0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0313.See file dsdata.txt to determine how the superseded data were derived.
 HL0313
 HL0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC390063(NAD 83)
 HL0313_MARKER: DD = SURVEY DISK
 HL0313_SETTING: 66 = SET IN ROCK OUTCROP
 HL0313_SP_SET: SANDSTONE LEDGE
 HL0313_STAMPING: H 36 1927
 HL0313_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0313+STABILITY: POSITION/ELEVATION WELL
 HL0313
 HL0313  HISTORY     - Date     Condition        Report By
 HL0313  HISTORY     - 1927     MONUMENTED       USGS
 HL0313
 HL0313                          STATION DESCRIPTION
 HL0313
 HL0313'DESCRIBED BY US GEOLOGICAL SURVEY 1927
 HL0313'4.8 MI NW FROM VANCE JUNCTION.
 HL0313'4.8 MILES NORTHWEST ALONG THE ABANDONED RIO GRANDE SOUTHERN RAILROAD
 HL0313'FROM THE FORMER STATION AT VANCE JUNCTION, SAN MIGUEL COUNTY, 175 FEET
 HL0313'EAST OF THE EAST END OF THE FORMER STATION AT VANADIUM, 150 FEET EAST
 HL0313'OF THE STATION SIGN, 215 FEET EAST OF THE CENTER OF THE GRAVEL-ROAD
 HL0313'CROSSING, 18 FEET SOUTH OF THE CENTER-LINE OF THE OLD ROADBED, IN THE
 HL0313'TOP OF A RED SANDSTONE LEDGE, AND LEVEL WITH THE GROUND. A UNITED
 HL0313'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 36 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0984 ***********************************************************************
 KK0984  DESIGNATION -  H 360
 KK0984  PID         -  KK0984
 KK0984  STATE/COUNTY-  CO/GRAND
 KK0984  USGS QUAD   -  FRASER (1957)
 KK0984
 KK0984                         *CURRENT SURVEY CONTROL
 KK0984  ___________________________________________________________________
 KK0984* NAD 83(1992)-  39 54 11.98532(N)    105 46 49.67607(W)     ADJUSTED  
 KK0984* NAVD 88     -      2734.471  (meters)    8971.34   (feet)  ADJUSTED  
 KK0984  ___________________________________________________________________
 KK0984  X           -  -1,333,024.798 (meters)                     COMP
 KK0984  Y           -  -4,716,947.490 (meters)                     COMP
 KK0984  Z           -   4,071,503.467 (meters)                     COMP
 KK0984  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 KK0984  ELLIP HEIGHT-        2722.10  (meters)          (12/03/02) GPS OBS
 KK0984  GEOID HEIGHT-         -12.37  (meters)                     GEOID03
 KK0984  DYNAMIC HT  -        2731.286 (meters)    8960.89  (feet)  COMP
 KK0984  MODELED GRAV-     979,361.8   (mgal)                       NAVD 88
 KK0984
 KK0984  HORZ ORDER  -  FIRST
 KK0984  VERT ORDER  -  FIRST     CLASS II
 KK0984  ELLP ORDER  -  FOURTH    CLASS II
 KK0984
 KK0984.The horizontal coordinates were established by GPS observations
 KK0984.and adjusted by the National Geodetic Survey in May 2000..
 KK0984
 KK0984.The orthometric height was determined by differential leveling
 KK0984.and adjusted by the National Geodetic Survey in June 1991..
 KK0984
 KK0984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK0984
 KK0984.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK0984
 KK0984.The ellipsoidal height was determined by GPS observations
 KK0984.and is referenced to NAD 83.
 KK0984
 KK0984.The geoid height was determined by GEOID03.
 KK0984
 KK0984.The dynamic height is computed by dividing the NAVD 88
 KK0984.geopotential number by the normal gravity value computed on the
 KK0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0984.degrees latitude (g = 980.6199 gals.).
 KK0984
 KK0984.The modeled gravity was interpolated from observed gravity values.
 KK0984
 KK0984;                    North         East     Units Scale Factor Converg.
 KK0984;SPC CO N     -   368,125.005   890,418.689   MT  0.99997512   -0 10 52.4
 KK0984;SPC CO N     - 1,207,756.79  2,921,315.32   sFT  0.99997512   -0 10 52.4
 KK0984;UTM  13      - 4,417,319.295   433,285.472   MT  0.99965479   -0 30 02.5
 KK0984
 KK0984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK0984!SPC CO N     -   0.99957314  x   0.99997512  =   0.99954827
 KK0984!UTM  13      -   0.99957314  x   0.99965479  =   0.99922808
 KK0984
 KK0984                          SUPERSEDED SURVEY CONTROL
 KK0984
 KK0984  ELLIP H (05/02/00) 2722.18   (m)                       GP(       ) 4 1
 KK0984  NAVD 88 (05/02/00) 2734.47   (m)         8971.3    (f) LEVELING    3  
 KK0984  NGVD 29 (??/??/92) 2732.989  (m)         8966.48   (f) ADJ UNCH    1 2
 KK0984
 KK0984.Superseded values are not recommended for survey control.
 KK0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0984.See file dsdata.txt to determine how the superseded data were derived.
 KK0984
 KK0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE3328517319(NAD 83)
 KK0984_MARKER: DB = BENCH MARK DISK
 KK0984_SETTING: 80 = SET IN A BOULDER
 KK0984_STAMPING: H 360 1954
 KK0984_MARK LOGO: CGS   
 KK0984_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0984+STABILITY: SURFACE MOTION
 KK0984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0984+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2000
 KK0984
 KK0984  HISTORY     - Date     Condition        Report By
 KK0984  HISTORY     - 1954     MONUMENTED       CGS
 KK0984  HISTORY     - 20000113 GOOD             SLSS
 KK0984
 KK0984                          STATION DESCRIPTION
 KK0984
 KK0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK0984'1.2 MI W FROM WINTER PARK.
 KK0984'1.15 MILES WEST ALONG THE DENVER AND SALT LAKE RAILROAD FROM THE
 KK0984'STATION AT WINTER PARK, 42 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 KK0984'THE MAIN TRACK, 145 FEET SOUTHWEST OF THE CENTER LINE OF U.S.
 KK0984'HIGHWAY 40, 107 FEET WEST OF A POWER POLE, 26 FEET NORTHEAST OF
 KK0984'THE NORTHEAST RAIL OF A SIDE TRACK, 0.8 FOOT ABOVE THE GROUND, SET
 KK0984'IN THE TOP OF A 4X6 FOOT GRANITE BOULDER.
 KK0984
 KK0984                          STATION RECOVERY (2000)
 KK0984
 KK0984'RECOVERY NOTE BY STEPHENSON LAND SURVEYING SERVICES 2000 (GFS)
 KK0984'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) NORTH OF WINTER PARK SKI
 KK0984'AREA AND 1 MI (1.6 KM) SOUTH OF THE TOWN OF WINTER PARK, IN THE
 KK0984'NORTHEAST 1/4 OF SECTION 4, T 2 S, R 75 W, AT U.S.  HIGHWAY 40
 KK0984'MILEPOST 230.8.  OWNERSHIP--UNION PACIFIC RAILROAD RIGHT-OF-WAY
 KK0984'TO REACH THE STATION FROM THE TOWN OF WINTER PARK, GO SOUTHEASTERY ON
 KK0984'U.S.  HIGHWAY 40 FOR 1.0 MI (1.6 KM) TO THE STATION ON THE RIGHT,
 KK0984'ABOUT 300 FT (91.4 M) SOUTH FROM AN ARAPAHOE NATIONAL FOREST SIGN AND
 KK0984'NEXT TO THE RAILROAD, THE DIRT TRACK ACCESS IS LOCATED AT U.S. HIGHWAY
 KK0984'40 MILEPOST 230.7
 KK0984'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A 6 FT (1.8 M) BY 4 FT
 KK0984'(1.2 M) GRANITE BOULDER.  IT IS 55M WEST FROM THE CENTERLINE OF U.S.
 KK0984'HIGHWAY 40 AT THE TOP OF BANK, 45.4 M (148.9 FT) SOUTH FROM THE
 KK0984'RAILROAD MILEPOST 58, 8.8M EAST FROM THE CENTERLINE OF THE MOST
 KK0984'EASTERLY OF TWO SETS OF RAILROAD TRACKS AND 1.13M SOUTH FROM A WITNESS
 KK0984'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0738 ***********************************************************************
 LL0738  DESIGNATION -  H 361
 LL0738  PID         -  LL0738
 LL0738  STATE/COUNTY-  CO/GRAND
 LL0738  USGS QUAD   -  TRAIL MOUNTAIN (1978)
 LL0738
 LL0738                         *CURRENT SURVEY CONTROL
 LL0738  ___________________________________________________________________
 LL0738* NAD 83(1986)-  40 09 34.     (N)    105 53 36.     (W)     SCALED    
 LL0738* NAVD 88     -      2532.860  (meters)    8309.89   (feet)  ADJUSTED  
 LL0738  ___________________________________________________________________
 LL0738  GEOID HEIGHT-         -12.43  (meters)                     GEOID03
 LL0738  DYNAMIC HT  -        2530.050 (meters)    8300.67  (feet)  COMP
 LL0738  MODELED GRAV-     979,424.7   (mgal)                       NAVD 88
 LL0738
 LL0738  VERT ORDER  -  FIRST     CLASS II
 LL0738
 LL0738.The horizontal coordinates were scaled from a topographic map and have
 LL0738.an estimated accuracy of +/- 6 seconds.
 LL0738
 LL0738.The orthometric height was determined by differential leveling
 LL0738.and adjusted by the National Geodetic Survey in June 1991..
 LL0738
 LL0738.The geoid height was determined by GEOID03.
 LL0738
 LL0738.The dynamic height is computed by dividing the NAVD 88
 LL0738.geopotential number by the normal gravity value computed on the
 LL0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0738.degrees latitude (g = 980.6199 gals.).
 LL0738
 LL0738.The modeled gravity was interpolated from observed gravity values.
 LL0738
 LL0738;                    North         East    Units  Estimated Accuracy
 LL0738;SPC CO N     -   396,600.      880,890.      MT  (+/- 180 meters Scaled)
 LL0738
 LL0738                          SUPERSEDED SURVEY CONTROL
 LL0738
 LL0738  NGVD 29 (??/??/92) 2531.471  (m)         8305.33   (f) ADJ UNCH    1 2
 LL0738
 LL0738.Superseded values are not recommended for survey control.
 LL0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0738.See file dsdata.txt to determine how the superseded data were derived.
 LL0738
 LL0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE239458(NAD 83)
 LL0738_MARKER: DB = BENCH MARK DISK
 LL0738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0738_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0738_STAMPING: H 361 1954
 LL0738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0738+STABILITY: SURFACE MOTION
 LL0738
 LL0738  HISTORY     - Date     Condition        Report By
 LL0738  HISTORY     - 1954     MONUMENTED       CGS
 LL0738
 LL0738                          STATION DESCRIPTION
 LL0738
 LL0738'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LL0738'7.2 MI NE FROM GRANBY.
 LL0738'1.25 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LL0738'GRANBY, THENCE 6.9 MILES NORTHEAST ALONG U. S. HIGHWAY 34, 68 FEET
 LL0738'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 150 FEET WEST OF THE
 LL0738'WEST CORNER OF THE CIRCLE H CORRAL COFFEE SHOP, 11 FEET NORTHWEST
 LL0738'OF THE CENTER LINE OF A PRIVATE ROAD, 2 FEET NORTHEAST OF A
 LL0738'WITNESS POST, 6 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE
 LL0738'TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0157 ***********************************************************************
 LM0157  DESIGNATION -  H 362
 LM0157  PID         -  LM0157
 LM0157  STATE/COUNTY-  CO/JACKSON
 LM0157  USGS QUAD   -  JACK CREEK RANCH (1956)
 LM0157
 LM0157                         *CURRENT SURVEY CONTROL
 LM0157  ___________________________________________________________________
 LM0157* NAD 83(1986)-  40 23 44.     (N)    106 07 02.     (W)     SCALED    
 LM0157* NAVD 88     -      2746.198  (meters)    9009.82   (feet)  ADJUSTED  
 LM0157  ___________________________________________________________________
 LM0157  GEOID HEIGHT-         -11.97  (meters)                     GEOID03
 LM0157  DYNAMIC HT  -        2743.091 (meters)    8999.62  (feet)  COMP
 LM0157  MODELED GRAV-     979,394.1   (mgal)                       NAVD 88
 LM0157
 LM0157  VERT ORDER  -  FIRST     CLASS II
 LM0157
 LM0157.The horizontal coordinates were scaled from a topographic map and have
 LM0157.an estimated accuracy of +/- 6 seconds.
 LM0157
 LM0157.The orthometric height was determined by differential leveling
 LM0157.and adjusted by the National Geodetic Survey in June 1991..
 LM0157
 LM0157.The geoid height was determined by GEOID03.
 LM0157
 LM0157.The dynamic height is computed by dividing the NAVD 88
 LM0157.geopotential number by the normal gravity value computed on the
 LM0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0157.degrees latitude (g = 980.6199 gals.).
 LM0157
 LM0157.The modeled gravity was interpolated from observed gravity values.
 LM0157
 LM0157;                    North         East    Units  Estimated Accuracy
 LM0157;SPC CO N     -   422,920.      862,000.      MT  (+/- 180 meters Scaled)
 LM0157
 LM0157                          SUPERSEDED SURVEY CONTROL
 LM0157
 LM0157  NGVD 29 (??/??/92) 2744.685  (m)         9004.85   (f) ADJ UNCH    1 2
 LM0157
 LM0157.Superseded values are not recommended for survey control.
 LM0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0157.See file dsdata.txt to determine how the superseded data were derived.
 LM0157
 LM0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE051722(NAD 83)
 LM0157_MARKER: DB = BENCH MARK DISK
 LM0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0157_STAMPING: H 362 1954
 LM0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0157+STABILITY: SURFACE MOTION
 LM0157
 LM0157  HISTORY     - Date     Condition        Report By
 LM0157  HISTORY     - 1954     MONUMENTED       CGS
 LM0157
 LM0157                          STATION DESCRIPTION
 LM0157
 LM0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LM0157'5.9 MI S FROM RAND.
 LM0157'5.9 MILES SOUTH ALONG STATE HIGHWAY 125 FROM THE POST OFFICE AT RAND,
 LM0157'44 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 8.8 FEET
 LM0157'NORTHEAST OF A 6 INCH PINE TREE, 1.8 FEET NORTHWEST OF A WITNESS POST,
 LM0157'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE
 LM0157'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0165 ***********************************************************************
 KJ0165  DESIGNATION -  H 363
 KJ0165  PID         -  KJ0165
 KJ0165  STATE/COUNTY-  CO/WASHINGTON
 KJ0165  USGS QUAD   -  LINDON (1973)
 KJ0165
 KJ0165                         *CURRENT SURVEY CONTROL
 KJ0165  ___________________________________________________________________
 KJ0165* NAD 83(1986)-  39 44 21.     (N)    103 25 29.     (W)     SCALED    
 KJ0165* NAVD 88     -      1507.078  (meters)    4944.47   (feet)  ADJUSTED  
 KJ0165  ___________________________________________________________________
 KJ0165  GEOID HEIGHT-         -20.13  (meters)                     GEOID03
 KJ0165  DYNAMIC HT  -        1505.746 (meters)    4940.10  (feet)  COMP
 KJ0165  MODELED GRAV-     979,689.4   (mgal)                       NAVD 88
 KJ0165
 KJ0165  VERT ORDER  -  SECOND    CLASS 0
 KJ0165
 KJ0165.The horizontal coordinates were scaled from a topographic map and have
 KJ0165.an estimated accuracy of +/- 6 seconds.
 KJ0165
 KJ0165.The orthometric height was determined by differential leveling
 KJ0165.and adjusted by the National Geodetic Survey in June 1991..
 KJ0165
 KJ0165.The geoid height was determined by GEOID03.
 KJ0165
 KJ0165.The dynamic height is computed by dividing the NAVD 88
 KJ0165.geopotential number by the normal gravity value computed on the
 KJ0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0165.degrees latitude (g = 980.6199 gals.).
 KJ0165
 KJ0165.The modeled gravity was interpolated from observed gravity values.
 KJ0165
 KJ0165;                    North         East    Units  Estimated Accuracy
 KJ0165;SPC CO N     -   351,940.    1,092,270.      MT  (+/- 180 meters Scaled)
 KJ0165
 KJ0165                          SUPERSEDED SURVEY CONTROL
 KJ0165
 KJ0165  NGVD 29 (??/??/92) 1506.334  (m)         4942.03   (f) ADJ UNCH    2 0
 KJ0165
 KJ0165.Superseded values are not recommended for survey control.
 KJ0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0165.See file dsdata.txt to determine how the superseded data were derived.
 KJ0165
 KJ0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD349999(NAD 83)
 KJ0165_MARKER: DB = BENCH MARK DISK
 KJ0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0165_STAMPING: H 363 1954
 KJ0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0165+STABILITY: SURFACE MOTION
 KJ0165
 KJ0165  HISTORY     - Date     Condition        Report By
 KJ0165  HISTORY     - 1954     MONUMENTED       CGS
 KJ0165
 KJ0165                          STATION DESCRIPTION
 KJ0165
 KJ0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KJ0165'1 MI W FROM LINDON.
 KJ0165'1.0 MILE WEST ALONG U.S. HIGHWAY 36 FROM THE POST OFFICE AT LINDON,
 KJ0165'120 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AT THE NORTHWEST
 KJ0165'CORNER OF A PASTURE, 20 FEET SOUTH OF A FENCE, 2.3 FEET EAST OF A
 KJ0165'FENCE, 2.6 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 KJ0165'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0352 ***********************************************************************
 HK0352  DESIGNATION -  H 364
 HK0352  PID         -  HK0352
 HK0352  STATE/COUNTY-  CO/ALAMOSA
 HK0352  USGS QUAD   -  ALAMOSA EAST (1966)
 HK0352
 HK0352                         *CURRENT SURVEY CONTROL
 HK0352  ___________________________________________________________________
 HK0352* NAD 83(1992)-  37 27 16.79056(N)    105 51 55.36061(W)     ADJUSTED  
 HK0352* NAVD 88     -      2298.383  (meters)    7540.61   (feet)  ADJUSTED  
 HK0352  ___________________________________________________________________
 HK0352  X           -  -1,386,375.784 (meters)                     COMP
 HK0352  Y           -  -4,878,095.664 (meters)                     COMP
 HK0352  Z           -   3,858,958.489 (meters)                     COMP
 HK0352  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 HK0352  ELLIP HEIGHT-        2281.58  (meters)          (10/21/02) GPS OBS
 HK0352  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 HK0352  DYNAMIC HT  -        2295.365 (meters)    7530.71  (feet)  COMP
 HK0352  MODELED GRAV-     979,234.9   (mgal)                       NAVD 88
 HK0352
 HK0352  HORZ ORDER  -  FIRST
 HK0352  VERT ORDER  -  FIRST     CLASS II
 HK0352  ELLP ORDER  -  FIFTH     CLASS I
 HK0352
 HK0352.The horizontal coordinates were established by GPS observations
 HK0352.and adjusted by the National Geodetic Survey in June 2000..
 HK0352
 HK0352.The orthometric height was determined by differential leveling
 HK0352.and adjusted by the National Geodetic Survey in June 1991..
 HK0352.WARNING-Repeat measurements at this control monument indicate possible
 HK0352.vertical movement.
 HK0352
 HK0352.Photographs are available for this station.
 HK0352
 HK0352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HK0352
 HK0352.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0352
 HK0352.The ellipsoidal height was determined by GPS observations
 HK0352.and is referenced to NAD 83.
 HK0352
 HK0352.The geoid height was determined by GEOID03.
 HK0352
 HK0352.The dynamic height is computed by dividing the NAVD 88
 HK0352.geopotential number by the normal gravity value computed on the
 HK0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0352.degrees latitude (g = 980.6199 gals.).
 HK0352
 HK0352.The modeled gravity was interpolated from observed gravity values.
 HK0352
 HK0352;                    North         East     Units Scale Factor Converg.
 HK0352;SPC CO S     -   392,318.637   882,074.741   MT  0.99996720   -0 13 26.8
 HK0352;SPC CO S     - 1,287,132.06  2,893,940.21   sFT  0.99996720   -0 13 26.8
 HK0352;UTM  13      - 4,145,663.188   423,462.192   MT  0.99967216   -0 31 34.6
 HK0352
 HK0352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0352!SPC CO S     -   0.99964209  x   0.99996720  =   0.99960931
 HK0352!UTM  13      -   0.99964209  x   0.99967216  =   0.99931437
 HK0352
 HK0352                          SUPERSEDED SURVEY CONTROL
 HK0352
 HK0352  ELLIP H (06/30/00) 2281.60   (m)                       GP(       ) 1 1
 HK0352  NAVD 88 (06/30/00) 2298.38   (m)         7540.6    (f) LEVELING    3  
 HK0352  NGVD 29 (??/??/92) 2296.816  (m)         7535.47   (f) ADJ UNCH    1 2
 HK0352
 HK0352.Superseded values are not recommended for survey control.
 HK0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0352.See file dsdata.txt to determine how the superseded data were derived.
 HK0352
 HK0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB2346245663(NAD 83)
 HK0352_MARKER: DB = BENCH MARK DISK
 HK0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0352_STAMPING: H 364 1964
 HK0352_MARK LOGO: CGS   
 HK0352_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HK0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0352+STABILITY: SURFACE MOTION
 HK0352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HK0352+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1999
 HK0352
 HK0352  HISTORY     - Date     Condition        Report By
 HK0352  HISTORY     - 1964     MONUMENTED       CGS
 HK0352  HISTORY     - 1984     GOOD             NGS
 HK0352  HISTORY     - 19980614 GOOD             USPSQD
 HK0352  HISTORY     - 19990504 GOOD             NGS
 HK0352
 HK0352                          STATION DESCRIPTION
 HK0352
 HK0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 HK0352'0.8 MI S FROM ALAMOSA.
 HK0352'FROM THE DENVER AND RIO GRANDE WESTERN RAILROAD DEPOT AND STATE STREET
 HK0352'GO SOUTH ON STATE STREET FOR 0.8 MILES TO T-ROAD RIGHT (WEST) AND
 HK0352'THE MARK ON THE LEFT,  THE MARK IS LOCATED DIRECTLY IN LINE WITH THE
 HK0352'SOUTH EDGE OF THE EAST--WEST ROAD, 21 FEET EAST OF THE CENTER-LINE
 HK0352'OF STATE STREET, .10 FEET WEST OF A LARGE POWER LINE POLE AND 1.5
 HK0352'FEET SOUTH OF A FENCE CORNER.  THE MARK, A STANDARD BENCH MARK DISK
 HK0352'STAMPED H 364 1964 IS SET IN THE TOP OF A 12 INCH CONCRETE POST WHICH
 HK0352'PROJECTS 3 INCHES.
 HK0352
 HK0352                          STATION RECOVERY (1984)
 HK0352
 HK0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0352'RECOVERED IN GOOD CONDITION.  DELETE=1.5 FT SOUTH OF A FENCE CORNER.
 HK0352'ADD=7.4 M (24.3 FT) WEST OF A FENCE CORNER, 1.7 M (5.6 FT) NORTH OF
 HK0352'THE NORTHWEST LEG OF A METAL PIPE GUARD AROUND AN UNDERGROUND
 HK0352'TELEPHONE CABLE BOX NUMBER 1701, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS
 HK0352'POST.
 HK0352
 HK0352                          STATION RECOVERY (1998)
 HK0352
 HK0352'RECOVERY NOTE BY US POWER SQUADRON 1998
 HK0352'RECOVERED IN GOOD CONDITION.
 HK0352
 HK0352                          STATION RECOVERY (1999)
 HK0352
 HK0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 HK0352'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) NORTH-NORTHEAST OF LA
 HK0352'JARA, 1.0 MI (1.6 KM) SOUTH OF ALAMOSA AND 0.7 MI (1.1 KM) NORTH OF
 HK0352'THE SAN LUIS VALLEY REGIONAL AIRPORT, IN THE NORTHEAST 1/4 OF SECTION
 HK0352'15, T 37 N, R 10 E.  OWNERSHIP--CITY OF ALAMOSA ROAD RIGHT-OF-WAY
 HK0352'TO REACH THE STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY 160 AND
 HK0352'STATE STREET IN ALAMOSA, GO SOUTH ON STATE STREET FOR 0.95 MI (1.53
 HK0352'KM) TO THE STATION ON THE LEFT, NEAR A SIDE ROAD RIGHT, 17TH STREET
 HK0352'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 HK0352'POST PROJECTING 5 CM ABOVE THE GROUND.  IT IS 7.3 M (24.0 FT) EAST
 HK0352'FROM THE CENTER OF STATE STREET, 2.65 M (8.69 FT) WEST FROM A POWER
 HK0352'POLE, 1.7 M (5.6 FT) NORTH FROM THE NORTHWEST CORNER OF A PIPE FENCE
 HK0352'AROUND A TELEPHONE BOX, 0.4 M (1.3 FT) SOUTH FROM A WITNESS POST AND
 HK0352'DIRECTLY IN LINE WITH THE SOUTH EDGE OF 17TH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0311 ***********************************************************************
 HL0311  DESIGNATION -  H 37
 HL0311  PID         -  HL0311
 HL0311  STATE/COUNTY-  CO/SAN MIGUEL
 HL0311  USGS QUAD   -  GRAY HEAD (1953)
 HL0311
 HL0311                         *CURRENT SURVEY CONTROL
 HL0311  ___________________________________________________________________
 HL0311* NAD 83(1986)-  37 57 15.     (N)    107 55 50.     (W)     SCALED    
 HL0311* NAVD 88     -      2415.745  (meters)    7925.66   (feet)  ADJUSTED  
 HL0311  ___________________________________________________________________
 HL0311  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 HL0311  DYNAMIC HT  -        2412.512 (meters)    7915.05  (feet)  COMP
 HL0311  MODELED GRAV-     979,205.2   (mgal)                       NAVD 88
 HL0311
 HL0311  VERT ORDER  -  SECOND    CLASS 0
 HL0311
 HL0311.The horizontal coordinates were scaled from a topographic map and have
 HL0311.an estimated accuracy of +/- 6 seconds.
 HL0311
 HL0311.The orthometric height was determined by differential leveling
 HL0311.and adjusted by the National Geodetic Survey in June 1991..
 HL0311
 HL0311.The geoid height was determined by GEOID03.
 HL0311
 HL0311.The dynamic height is computed by dividing the NAVD 88
 HL0311.geopotential number by the normal gravity value computed on the
 HL0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0311.degrees latitude (g = 980.6199 gals.).
 HL0311
 HL0311.The modeled gravity was interpolated from observed gravity values.
 HL0311
 HL0311;                    North         East    Units  Estimated Accuracy
 HL0311;SPC CO S     -   450,470.      700,820.      MT  (+/- 180 meters Scaled)
 HL0311
 HL0311                          SUPERSEDED SURVEY CONTROL
 HL0311
 HL0311  NGVD 29 (??/??/92) 2414.200  (m)         7920.59   (f) ADJ UNCH    2 0
 HL0311
 HL0311.Superseded values are not recommended for survey control.
 HL0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0311.See file dsdata.txt to determine how the superseded data were derived.
 HL0311
 HL0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC425047(NAD 83)
 HL0311_MARKER: DD = SURVEY DISK
 HL0311_SETTING: 80 = SET IN A BOULDER
 HL0311_SP_SET: BOULDER
 HL0311_STAMPING: H 37 1927
 HL0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0311+STABILITY: SURFACE MOTION
 HL0311
 HL0311  HISTORY     - Date     Condition        Report By
 HL0311  HISTORY     - 1927     MONUMENTED       USGS
 HL0311
 HL0311                          STATION DESCRIPTION
 HL0311
 HL0311'DESCRIBED BY US GEOLOGICAL SURVEY 1927
 HL0311'2.4 MI NW FROM VANCE JUNCTION.
 HL0311'2.4 MILES NORTHWEST ALONG THE ABANDONED RIO GRANDE SOUTHERN RAILROAD
 HL0311'FROM THE FORMER STATION AT VANCE JUNCTION, SAN MIGUEL COUNTY, 600 FEET
 HL0311'EAST OF THE SIDING AT LIME, ON THE WEST BOUNDARY OF MONTEZUMA NATIONAL
 HL0311'FOREST, 100 FEET SOUTHWEST OF THE WEST END OF TRESTLE 36 A OVER DEEP
 HL0311'CREEK, 80 FEET SOUTH OF THE CENTER OF THE CROSSING OF STATE HIGHWAY
 HL0311'145, 25 FEET WEST OF THE WEST BANK OF DEEP CREEK, 75 FEET SOUTH OF THE
 HL0311'CENTER-LINE OF THE OLD ROADBED, AND IN THE TOP OF A LARGE BOULDER. A
 HL0311'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 37 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0293 ***********************************************************************
 JJ0293  DESIGNATION -  H 37
 JJ0293  PID         -  JJ0293
 JJ0293  STATE/COUNTY-  CO/KIOWA
 JJ0293  USGS QUAD   -  DUNLAP RANCH (1982)
 JJ0293
 JJ0293                         *CURRENT SURVEY CONTROL
 JJ0293  ___________________________________________________________________
 JJ0293* NAD 83(1986)-  38 33 21.     (N)    102 47 11.     (W)     SCALED    
 JJ0293* NAVD 88     -      1286.789  (meters)    4221.74   (feet)  ADJUSTED  
 JJ0293  ___________________________________________________________________
 JJ0293  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 JJ0293  DYNAMIC HT  -        1285.577 (meters)    4217.76  (feet)  COMP
 JJ0293  MODELED GRAV-     979,641.2   (mgal)                       NAVD 88
 JJ0293
 JJ0293  VERT ORDER  -  FIRST     CLASS II
 JJ0293
 JJ0293.The horizontal coordinates were scaled from a topographic map and have
 JJ0293.an estimated accuracy of +/- 6 seconds.
 JJ0293
 JJ0293.The orthometric height was determined by differential leveling
 JJ0293.and adjusted by the National Geodetic Survey in June 1991..
 JJ0293
 JJ0293.The geoid height was determined by GEOID03.
 JJ0293
 JJ0293.The dynamic height is computed by dividing the NAVD 88
 JJ0293.geopotential number by the normal gravity value computed on the
 JJ0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0293.degrees latitude (g = 980.6199 gals.).
 JJ0293
 JJ0293.The modeled gravity was interpolated from observed gravity values.
 JJ0293
 JJ0293;                    North         East    Units  Estimated Accuracy
 JJ0293;SPC CO S     -   517,910.    1,150,910.      MT  (+/- 180 meters Scaled)
 JJ0293
 JJ0293                          SUPERSEDED SURVEY CONTROL
 JJ0293
 JJ0293  NGVD 29 (??/??/92) 1286.230  (m)         4219.91   (f) ADJ UNCH    1 2
 JJ0293
 JJ0293.Superseded values are not recommended for survey control.
 JJ0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0293.See file dsdata.txt to determine how the superseded data were derived.
 JJ0293
 JJ0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC928698(NAD 83)
 JJ0293_MARKER: DB = BENCH MARK DISK
 JJ0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0293_STAMPING: H 37 1933
 JJ0293_MARK LOGO: CGS   
 JJ0293_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JJ0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0293+STABILITY: SURFACE MOTION
 JJ0293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0293+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1995
 JJ0293
 JJ0293  HISTORY     - Date     Condition        Report By
 JJ0293  HISTORY     - 1933     MONUMENTED       CGS
 JJ0293  HISTORY     - 1942     GOOD             NGS
 JJ0293  HISTORY     - 1976     GOOD             USGS
 JJ0293  HISTORY     - 19951101 GOOD             CODOT
 JJ0293
 JJ0293                          STATION DESCRIPTION
 JJ0293
 JJ0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JJ0293'5.8 MI N FROM EADS.
 JJ0293'5.8 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE COUNTY COURTHOUSE
 JJ0293'AT EADS, KIOWA COUNTY, 76.4 FEET SOUTH OF POLE 2884, 45 FEET WEST
 JJ0293'OF THE CENTERLINE OF THE HIGHWAY, 40 FEET NORTH OF A SECTION LINE,
 JJ0293'AND 40 FEET SOUTH OF A WAGON ROAD.  A STANDARD DISK, STAMPED H 37
 JJ0293'1933 AND SET IN THE TOP OF A CONCRETE POST.
 JJ0293
 JJ0293                          STATION RECOVERY (1976)
 JJ0293
 JJ0293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JJ0293'JUNCTION OF US HIGHWAY 287 AND COLORADO STATE HIGHWAY 96 IN EADS. 5.4
 JJ0293'MILES NORTH ALONG US HIGHWAY 287, 40 FEET SOUTH ALONG ROW FENCE FROM
 JJ0293'WIRE GATE, 55 FEET WEST OF CENTERLINE OF HIGHWAY, 2 FEET EAST OF ROW
 JJ0293'FENCE. A STANDARD DISK STAMPED H 37 1933 AND SET IN THE TOP OF A
 JJ0293'CONCRETE POST FLUSH WITH GROUND.
 JJ0293
 JJ0293                          STATION RECOVERY (1995)
 JJ0293
 JJ0293'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (PG)
 JJ0293'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0059 ***********************************************************************
 KK0059  DESIGNATION -  H 374
 KK0059  PID         -  KK0059
 KK0059  STATE/COUNTY-  CO/ARAPAHOE
 KK0059  USGS QUAD   -  STRASBURG NW (1978)
 KK0059
 KK0059                         *CURRENT SURVEY CONTROL
 KK0059  ___________________________________________________________________
 KK0059* NAD 83(1986)-  39 39 55.     (N)    104 28 19.     (W)     SCALED    
 KK0059* NAVD 88     -      1754.728  (meters)    5756.97   (feet)  ADJUSTED  
 KK0059  ___________________________________________________________________
 KK0059  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 KK0059  DYNAMIC HT  -        1753.056 (meters)    5751.48  (feet)  COMP
 KK0059  MODELED GRAV-     979,611.0   (mgal)                       NAVD 88
 KK0059
 KK0059  VERT ORDER  -  SECOND    CLASS 0
 KK0059
 KK0059.The horizontal coordinates were scaled from a topographic map and have
 KK0059.an estimated accuracy of +/- 6 seconds.
 KK0059
 KK0059.The orthometric height was determined by differential leveling
 KK0059.and adjusted by the National Geodetic Survey in June 1991..
 KK0059
 KK0059.The geoid height was determined by GEOID03.
 KK0059
 KK0059.The dynamic height is computed by dividing the NAVD 88
 KK0059.geopotential number by the normal gravity value computed on the
 KK0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0059.degrees latitude (g = 980.6199 gals.).
 KK0059
 KK0059.The modeled gravity was interpolated from observed gravity values.
 KK0059
 KK0059;                    North         East    Units  Estimated Accuracy
 KK0059;SPC CO C     -   508,670.    1,002,620.      MT  (+/- 180 meters Scaled)
 KK0059
 KK0059                          SUPERSEDED SURVEY CONTROL
 KK0059
 KK0059  NGVD 29 (??/??/92) 1753.800  (m)         5753.93   (f) ADJ UNCH    2 0
 KK0059
 KK0059.Superseded values are not recommended for survey control.
 KK0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0059.See file dsdata.txt to determine how the superseded data were derived.
 KK0059
 KK0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED452907(NAD 83)
 KK0059_MARKER: DB = BENCH MARK DISK
 KK0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0059_STAMPING: H 374 1960
 KK0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0059+STABILITY: SURFACE MOTION
 KK0059
 KK0059  HISTORY     - Date     Condition        Report By
 KK0059  HISTORY     - 1960     MONUMENTED       CGS
 KK0059
 KK0059                          STATION DESCRIPTION
 KK0059
 KK0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KK0059'6.5 MI SW FROM BENNETT.
 KK0059'0.1 MILE WEST ALONG U.S. HIGHWAYS 36 AND 40 FROM THE RAILROAD
 KK0059'STATION AT BENNETT, ADAMS COUNTY, THENCE SOUTH ON AN OILED ROAD
 KK0059'FOR 1.4 MILES, THENCE WEST ON AN ACCESS ROAD FOR 1 MILE, THENCE
 KK0059'SOUTH ON A GRAVELED ROAD FOR 5 MILES, THENCE WEST ALONG THE SOUTH
 KK0059'SIDE OF A FENCE FOR 1 MILE, 50 FEET SOUTH OF A NORTHWEST FENCE
 KK0059'CORNER, 3 FEET NORTH OF A WITNESS POST, 2 FEET SOUTHEAST OF
 KK0059'NORTHEAST FENCE CORNER, 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE.
 KK0059'THE MARK IS A STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE
 KK0059'CONCRETE MONUMENT, WHICH PROJECTS 4 INCHES AND IS STAMPED H 374
 KK0059'1960.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0132 ***********************************************************************
 LN0132  DESIGNATION -  H 379
 LN0132  PID         -  LN0132
 LN0132  STATE/COUNTY-  CO/MOFFAT
 LN0132  USGS QUAD   -  SPARKS (1966)
 LN0132
 LN0132                         *CURRENT SURVEY CONTROL
 LN0132  ___________________________________________________________________
 LN0132* NAD 83(1986)-  40 55 42.     (N)    108 46 12.     (W)     SCALED    
 LN0132* NAVD 88     -      2114.827  (meters)    6938.39   (feet)  ADJUSTED  
 LN0132  ___________________________________________________________________
 LN0132  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 LN0132  DYNAMIC HT  -        2112.882 (meters)    6932.01  (feet)  COMP
 LN0132  MODELED GRAV-     979,628.5   (mgal)                       NAVD 88
 LN0132
 LN0132  VERT ORDER  -  SECOND    CLASS 0
 LN0132
 LN0132.The horizontal coordinates were scaled from a topographic map and have
 LN0132.an estimated accuracy of +/- 6 seconds.
 LN0132
 LN0132.The orthometric height was determined by differential leveling
 LN0132.and adjusted by the National Geodetic Survey in June 1991..
 LN0132
 LN0132.The geoid height was determined by GEOID03.
 LN0132
 LN0132.The dynamic height is computed by dividing the NAVD 88
 LN0132.geopotential number by the normal gravity value computed on the
 LN0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0132.degrees latitude (g = 980.6199 gals.).
 LN0132
 LN0132.The modeled gravity was interpolated from observed gravity values.
 LN0132
 LN0132;                    North         East    Units  Estimated Accuracy
 LN0132;SPC CO N     -   486,980.      639,040.      MT  (+/- 180 meters Scaled)
 LN0132
 LN0132                          SUPERSEDED SURVEY CONTROL
 LN0132
 LN0132  NGVD 29 (??/??/92) 2113.504  (m)         6934.05   (f) ADJ UNCH    2 0
 LN0132
 LN0132.Superseded values are not recommended for survey control.
 LN0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0132.See file dsdata.txt to determine how the superseded data were derived.
 LN0132
 LN0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL877331(NAD 83)
 LN0132_MARKER: DB = BENCH MARK DISK
 LN0132_SETTING: 66 = SET IN ROCK OUTCROP
 LN0132_SP_SET: OUTCROP
 LN0132_STAMPING: H 379 1962
 LN0132_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0132+STABILITY: POSITION/ELEVATION WELL
 LN0132
 LN0132  HISTORY     - Date     Condition        Report By
 LN0132  HISTORY     - 1962     MONUMENTED       CGS
 LN0132
 LN0132                          STATION DESCRIPTION
 LN0132
 LN0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0132'28.15 MI N FROM GREYSTONE.
 LN0132'9.4 MILES NORTH ALONG COUNTY ROAD 10 FROM THE STORE AND POST OFFICE AT
 LN0132'GREYSTONE, THENCE 18.75 MILES NORTH ALONG COUNTY ROAD 318, 0.3 MILE
 LN0132'NORTH OF THE NORTH FORK OF THE Y JUNCTION OF A ROAD WEST, AT THE
 LN0132'BOTTOM OF A STEEP WINDING GRADE, 21 FEET NORTH OF THE CENTER LINE OF
 LN0132'THE ROAD, 172 FEET WEST OF THE CENTER OF THE SOUTH END OF AN 18-INCH
 LN0132'PIPE CULVERT, SET VERTICALLY IN THE SOUTH FACE OF A LARGE OUTCROP, 2.3
 LN0132'FEET ABOVE THE GROUND AND ABOUT 2 1/2 FEET HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0308 ***********************************************************************
 HL0308  DESIGNATION -  H 38
 HL0308  PID         -  HL0308
 HL0308  STATE/COUNTY-  CO/SAN MIGUEL
 HL0308  USGS QUAD   -  GRAY HEAD (1953)
 HL0308
 HL0308                         *CURRENT SURVEY CONTROL
 HL0308  ___________________________________________________________________
 HL0308* NAD 83(1986)-  37 56 07.     (N)    107 53 53.     (W)     SCALED    
 HL0308* NAVD 88     -      2471.892  (meters)    8109.87   (feet)  ADJUSTED  
 HL0308  ___________________________________________________________________
 HL0308  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 HL0308  DYNAMIC HT  -        2468.440 (meters)    8098.54  (feet)  COMP
 HL0308  MODELED GRAV-     979,145.7   (mgal)                       NAVD 88
 HL0308
 HL0308  VERT ORDER  -  SECOND    CLASS 0
 HL0308
 HL0308.The horizontal coordinates were scaled from a topographic map and have
 HL0308.an estimated accuracy of +/- 6 seconds.
 HL0308
 HL0308.The orthometric height was determined by differential leveling
 HL0308.and adjusted by the National Geodetic Survey in June 1991..
 HL0308
 HL0308.The geoid height was determined by GEOID03.
 HL0308
 HL0308.The dynamic height is computed by dividing the NAVD 88
 HL0308.geopotential number by the normal gravity value computed on the
 HL0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0308.degrees latitude (g = 980.6199 gals.).
 HL0308
 HL0308.The modeled gravity was interpolated from observed gravity values.
 HL0308
 HL0308;                    North         East    Units  Estimated Accuracy
 HL0308;SPC CO S     -   448,300.      703,620.      MT  (+/- 180 meters Scaled)
 HL0308
 HL0308                          SUPERSEDED SURVEY CONTROL
 HL0308
 HL0308  NGVD 29 (??/??/92) 2470.210  (m)         8104.35   (f) ADJ UNCH    2 0
 HL0308
 HL0308.Superseded values are not recommended for survey control.
 HL0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0308.See file dsdata.txt to determine how the superseded data were derived.
 HL0308
 HL0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC453025(NAD 83)
 HL0308_MARKER: DD = SURVEY DISK
 HL0308_SETTING: 80 = SET IN A BOULDER
 HL0308_SP_SET: BOULDER
 HL0308_STAMPING: H 38 1927
 HL0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0308+STABILITY: SURFACE MOTION
 HL0308
 HL0308  HISTORY     - Date     Condition        Report By
 HL0308  HISTORY     - 1927     MONUMENTED       USGS
 HL0308
 HL0308                          STATION DESCRIPTION
 HL0308
 HL0308'DESCRIBED BY US GEOLOGICAL SURVEY 1927
 HL0308'IN VANCE JUNCTION.
 HL0308'AT VANCE JUNCTION, SAN MIGUEL COUNTY, ON THE ABANDONED RIO GRANDE
 HL0308'SOUTHERN RAILROAD, 110 FEET SOUTH OF THE SOUTH CORNER OF THE FORMER
 HL0308'STATION, 24 FEET SOUTHWEST OF THE CENTER-LINE OF THE OLD ROADBED, IN
 HL0308'THE TOP OF A LARGE WHITE BOULDER, AND ABOUT 6 FEET HIGHER THAN THE
 HL0308'TRACK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 38
 HL0308'1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0085 ***********************************************************************
 HJ0085  DESIGNATION -  H 38
 HJ0085  PID         -  HJ0085
 HJ0085  STATE/COUNTY-  CO/PROWERS
 HJ0085  USGS QUAD   -  CAT CREEK NE (1968)
 HJ0085
 HJ0085                         *CURRENT SURVEY CONTROL
 HJ0085  ___________________________________________________________________
 HJ0085* NAD 83(1986)-  37 56 07.     (N)    102 36 46.     (W)     SCALED    
 HJ0085* NAVD 88     -      1180.867  (meters)    3874.23   (feet)  ADJUSTED  
 HJ0085  ___________________________________________________________________
 HJ0085  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 HJ0085  DYNAMIC HT  -        1179.708 (meters)    3870.43  (feet)  COMP
 HJ0085  MODELED GRAV-     979,607.6   (mgal)                       NAVD 88
 HJ0085
 HJ0085  VERT ORDER  -  FIRST     CLASS II
 HJ0085
 HJ0085.The horizontal coordinates were scaled from a topographic map and have
 HJ0085.an estimated accuracy of +/- 6 seconds.
 HJ0085
 HJ0085.The orthometric height was determined by differential leveling
 HJ0085.and adjusted by the National Geodetic Survey in June 1991..
 HJ0085
 HJ0085.The geoid height was determined by GEOID03.
 HJ0085
 HJ0085.The dynamic height is computed by dividing the NAVD 88
 HJ0085.geopotential number by the normal gravity value computed on the
 HJ0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0085.degrees latitude (g = 980.6199 gals.).
 HJ0085
 HJ0085.The modeled gravity was interpolated from observed gravity values.
 HJ0085
 HJ0085;                    North         East    Units  Estimated Accuracy
 HJ0085;SPC CO S     -   449,520.    1,168,160.      MT  (+/- 180 meters Scaled)
 HJ0085
 HJ0085                          SUPERSEDED SURVEY CONTROL
 HJ0085
 HJ0085  NGVD 29 (??/??/92) 1180.286  (m)         3872.32   (f) ADJ UNCH    1 2
 HJ0085
 HJ0085.Superseded values are not recommended for survey control.
 HJ0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0085.See file dsdata.txt to determine how the superseded data were derived.
 HJ0085
 HJ0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC097013(NAD 83)
 HJ0085_MARKER: DB = BENCH MARK DISK
 HJ0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0085_STAMPING: H 38 1933
 HJ0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0085+STABILITY: SURFACE MOTION
 HJ0085
 HJ0085  HISTORY     - Date     Condition        Report By
 HJ0085  HISTORY     - 1933     MONUMENTED       CGS
 HJ0085  HISTORY     - 1942     GOOD             NGS
 HJ0085  HISTORY     - 1968     MARK NOT FOUND   NGS
 HJ0085  HISTORY     - 1985     MARK NOT FOUND   NGS
 HJ0085
 HJ0085                          STATION DESCRIPTION
 HJ0085
 HJ0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 HJ0085'10.9 MI S FROM LAMAR.
 HJ0085'10.9 MILES SOUTH ALONG U.S. HIGHWAY 287 FROM THE COUNTY COURTHOUSE
 HJ0085'AT LAMAR, PROWERS COUNTY IN THE SOUTHEAST QUARTER OF THE NORTHEAST
 HJ0085'QUARTER OF SECTION 30, T 24 S, R 46 W, AT THE TOP OF A HILL,
 HJ0085'34.7 FEET NORTH OF POLE 291, 42 FEET WEST OF THE CENTERLINE OF THE
 HJ0085'HIGHWAY, AND 2 FEET NORTH AND 2 FEET WEST OF A FENCE CORNER.  A
 HJ0085'STANDARD DISK, STAMPED H 38 1933 AND SET IN THE TOP OF A CONCRETE
 HJ0085'POST.
 HJ0085
 HJ0085                          STATION RECOVERY (1968)
 HJ0085
 HJ0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HJ0085'MARK NOT FOUND.
 HJ0085
 HJ0085                          STATION RECOVERY (1985)
 HJ0085
 HJ0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HJ0085'THIS AREA HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0155 ***********************************************************************
 LN0155  DESIGNATION -  H 380
 LN0155  PID         -  LN0155
 LN0155  STATE/COUNTY-  CO/MOFFAT
 LN0155  USGS QUAD   -  VERMILLION MESA (1973)
 LN0155
 LN0155                         *CURRENT SURVEY CONTROL
 LN0155  ___________________________________________________________________
 LN0155* NAD 83(1986)-  40 40 30.     (N)    108 42 52.     (W)     SCALED    
 LN0155* NAVD 88     -      1906.020  (meters)    6253.33   (feet)  ADJUSTED  
 LN0155  ___________________________________________________________________
 LN0155  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 LN0155  DYNAMIC HT  -        1904.263 (meters)    6247.57  (feet)  COMP
 LN0155  MODELED GRAV-     979,635.2   (mgal)                       NAVD 88
 LN0155
 LN0155  VERT ORDER  -  SECOND    CLASS 0
 LN0155
 LN0155.The horizontal coordinates were scaled from a topographic map and have
 LN0155.an estimated accuracy of +/- 6 seconds.
 LN0155
 LN0155.The orthometric height was determined by differential leveling
 LN0155.and adjusted by the National Geodetic Survey in June 1991..
 LN0155
 LN0155.The geoid height was determined by GEOID03.
 LN0155
 LN0155.The dynamic height is computed by dividing the NAVD 88
 LN0155.geopotential number by the normal gravity value computed on the
 LN0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0155.degrees latitude (g = 980.6199 gals.).
 LN0155
 LN0155.The modeled gravity was interpolated from observed gravity values.
 LN0155
 LN0155;                    North         East    Units  Estimated Accuracy
 LN0155;SPC CO N     -   458,700.      642,690.      MT  (+/- 180 meters Scaled)
 LN0155
 LN0155                          SUPERSEDED SURVEY CONTROL
 LN0155
 LN0155  NGVD 29 (??/??/92) 1904.736  (m)         6249.12   (f) ADJ UNCH    2 0
 LN0155
 LN0155.Superseded values are not recommended for survey control.
 LN0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0155.See file dsdata.txt to determine how the superseded data were derived.
 LN0155
 LN0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL931051(NAD 83)
 LN0155_MARKER: DB = BENCH MARK DISK
 LN0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0155_STAMPING: H 380 1962
 LN0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0155+STABILITY: SURFACE MOTION
 LN0155
 LN0155  HISTORY     - Date     Condition        Report By
 LN0155  HISTORY     - 1962     MONUMENTED       CGS
 LN0155
 LN0155                          STATION DESCRIPTION
 LN0155
 LN0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0155'5.3 MI N FROM GREYSTONE.
 LN0155'5.3 MILES NORTH ALONG COUNTY ROAD 10 FROM THE STORE AND POST OFFICE AT
 LN0155'GREYSTONE, 56 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.0 FOOT
 LN0155'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP
 LN0155'OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0047 ***********************************************************************
 LN0047  DESIGNATION -  H 381
 LN0047  PID         -  LN0047
 LN0047  STATE/COUNTY-  CO/MOFFAT
 LN0047  USGS QUAD   -  TWELVEMILE MESA (1986)
 LN0047
 LN0047                         *CURRENT SURVEY CONTROL
 LN0047  ___________________________________________________________________
 LN0047* NAD 83(1986)-  40 25 44.     (N)    108 27 58.     (W)     SCALED    
 LN0047* NAVD 88     -      1777.706  (meters)    5832.36   (feet)  ADJUSTED  
 LN0047  ___________________________________________________________________
 LN0047  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 LN0047  DYNAMIC HT  -        1776.019 (meters)    5826.82  (feet)  COMP
 LN0047  MODELED GRAV-     979,613.9   (mgal)                       NAVD 88
 LN0047
 LN0047  VERT ORDER  -  SECOND    CLASS 0
 LN0047
 LN0047.The horizontal coordinates were scaled from a topographic map and have
 LN0047.an estimated accuracy of +/- 6 seconds.
 LN0047
 LN0047.The orthometric height was determined by differential leveling
 LN0047.and adjusted by the National Geodetic Survey in June 1991..
 LN0047
 LN0047.The geoid height was determined by GEOID03.
 LN0047
 LN0047.The dynamic height is computed by dividing the NAVD 88
 LN0047.geopotential number by the normal gravity value computed on the
 LN0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0047.degrees latitude (g = 980.6199 gals.).
 LN0047
 LN0047.The modeled gravity was interpolated from observed gravity values.
 LN0047
 LN0047;                    North         East    Units  Estimated Accuracy
 LN0047;SPC CO N     -   430,650.      662,760.      MT  (+/- 180 meters Scaled)
 LN0047
 LN0047                          SUPERSEDED SURVEY CONTROL
 LN0047
 LN0047  NGVD 29 (??/??/92) 1776.411  (m)         5828.11   (f) ADJ UNCH    2 0
 LN0047
 LN0047.Superseded values are not recommended for survey control.
 LN0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0047.See file dsdata.txt to determine how the superseded data were derived.
 LN0047
 LN0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK149784(NAD 83)
 LN0047_MARKER: DB = BENCH MARK DISK
 LN0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0047_STAMPING: H 381 1962
 LN0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0047+STABILITY: SURFACE MOTION
 LN0047
 LN0047  HISTORY     - Date     Condition        Report By
 LN0047  HISTORY     - 1962     MONUMENTED       CGS
 LN0047  HISTORY     - 1982     GOOD             USGS
 LN0047
 LN0047                          STATION DESCRIPTION
 LN0047
 LN0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0047'6.25 MI N FROM ELK SPRINGS.
 LN0047'0.15 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT ELK
 LN0047'SPRINGS, THENCE 0.2 MILE WEST ALONG COUNTY ROAD 14, THENCE 1.45 MILES
 LN0047'NORTH ALONG A GRADED ROAD, THENCE 4.45 MILES NORTH ALONG A TRACK ROAD,
 LN0047'30 FEET EAST OF THE CENTER LINE OF THE ROAD, 2.2 FEET NORTH OF A
 LN0047'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 LN0047'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LN0047
 LN0047                          STATION RECOVERY (1982)
 LN0047
 LN0047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LN0047'ELK SPRINGS, 6.25 MILES NORTH, 0.2 MILE SOUTHWEST ALONG U.S. HWY. 40
 LN0047'FROM THE STATE HWY. SHOP AT ELK SPRINGS, THENCE 0.35 MILE WEST ALONG
 LN0047'BEAR VALLEY ROAD, THENCE 6.2 MILES NORTH ALONG A RANCH RD., 16.4
 LN0047'MILES SOUTHWEST ALONG U.S. HWY. 40 FROM MAYBELL, THENCE 9.1 MILES
 LN0047'NORTHWEST ALONG DEER LODGE PARK RD., THENCE 0.8 MILE SOUTH ALONG A
 LN0047'RANCH RD., 45 FT. NORTH OF A SMALL DRAIN, 30 FT. EAST OF RD., 2.2 FT.
 LN0047'NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE RD., SET IN THE TOP OF
 LN0047'A CONCRETE POST PROJECTING 0.5 FT. ABOVE GROUND. A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0041 ***********************************************************************
 LN0041  DESIGNATION -  H 382
 LN0041  PID         -  LN0041
 LN0041  STATE/COUNTY-  CO/MOFFAT
 LN0041  USGS QUAD   -  TWELVEMILE MESA (1986)
 LN0041
 LN0041                         *CURRENT SURVEY CONTROL
 LN0041  ___________________________________________________________________
 LN0041* NAD 83(1986)-  40 29 02.     (N)    108 25 28.     (W)     SCALED    
 LN0041* NAVD 88     -      1764.800  (meters)    5790.01   (feet)  ADJUSTED  
 LN0041  ___________________________________________________________________
 LN0041  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 LN0041  DYNAMIC HT  -        1763.147 (meters)    5784.59  (feet)  COMP
 LN0041  MODELED GRAV-     979,626.3   (mgal)                       NAVD 88
 LN0041
 LN0041  VERT ORDER  -  SECOND    CLASS 0
 LN0041
 LN0041.The horizontal coordinates were scaled from a topographic map and have
 LN0041.an estimated accuracy of +/- 6 seconds.
 LN0041
 LN0041.The orthometric height was determined by differential leveling
 LN0041.and adjusted by the National Geodetic Survey in June 1991..
 LN0041
 LN0041.The geoid height was determined by GEOID03.
 LN0041
 LN0041.The dynamic height is computed by dividing the NAVD 88
 LN0041.geopotential number by the normal gravity value computed on the
 LN0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0041.degrees latitude (g = 980.6199 gals.).
 LN0041
 LN0041.The modeled gravity was interpolated from observed gravity values.
 LN0041
 LN0041;                    North         East    Units  Estimated Accuracy
 LN0041;SPC CO N     -   436,640.      666,500.      MT  (+/- 180 meters Scaled)
 LN0041
 LN0041                          SUPERSEDED SURVEY CONTROL
 LN0041
 LN0041  NGVD 29 (??/??/92) 1763.518  (m)         5785.81   (f) ADJ UNCH    2 0
 LN0041
 LN0041.Superseded values are not recommended for survey control.
 LN0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0041.See file dsdata.txt to determine how the superseded data were derived.
 LN0041
 LN0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK183846(NAD 83)
 LN0041_MARKER: DB = BENCH MARK DISK
 LN0041_SETTING: 66 = SET IN ROCK OUTCROP
 LN0041_SP_SET: OUTCROP
 LN0041_STAMPING: H 382 1962
 LN0041_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0041+STABILITY: POSITION/ELEVATION WELL
 LN0041
 LN0041  HISTORY     - Date     Condition        Report By
 LN0041  HISTORY     - 1962     MONUMENTED       CGS
 LN0041
 LN0041                          STATION DESCRIPTION
 LN0041
 LN0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0041'11.7 MI N FROM ELK SPRINGS.
 LN0041'0.15 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT ELK
 LN0041'SPRINGS, THENCE 0.2 MILE WEST ALONG COUNTY ROAD 14, THENCE 1.45 MILES
 LN0041'NORTH ALONG A GRADED ROAD, THENCE 9.9 MILES NORTH ALONG A TRACK ROAD,
 LN0041'IN THE TOP OF A OUTCROP WHICH IS FLUSH WITH THE GROUND, 53 FEET
 LN0041'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 21.5 FEET WEST-SOUTHWEST OF
 LN0041'A WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0573 ***********************************************************************
 KL0573  DESIGNATION -  H 383
 KL0573  PID         -  KL0573
 KL0573  STATE/COUNTY-  CO/RIO BLANCO
 KL0573  USGS QUAD   -  VEATCH GULCH (1987)
 KL0573
 KL0573                         *CURRENT SURVEY CONTROL
 KL0573  ___________________________________________________________________
 KL0573* NAD 83(1986)-  39 58 18.     (N)    107 48 22.     (W)     SCALED    
 KL0573* NAVD 88     -      1992.979  (meters)    6538.63   (feet)  ADJUSTED  
 KL0573  ___________________________________________________________________
 KL0573  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 KL0573  DYNAMIC HT  -        1990.915 (meters)    6531.86  (feet)  COMP
 KL0573  MODELED GRAV-     979,519.6   (mgal)                       NAVD 88
 KL0573
 KL0573  VERT ORDER  -  SECOND    CLASS 0
 KL0573
 KL0573.The horizontal coordinates were scaled from a topographic map and have
 KL0573.an estimated accuracy of +/- 6 seconds.
 KL0573
 KL0573.The orthometric height was determined by differential leveling
 KL0573.and adjusted by the National Geodetic Survey in June 1991..
 KL0573
 KL0573.The geoid height was determined by GEOID03.
 KL0573
 KL0573.The dynamic height is computed by dividing the NAVD 88
 KL0573.geopotential number by the normal gravity value computed on the
 KL0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0573.degrees latitude (g = 980.6199 gals.).
 KL0573
 KL0573.The modeled gravity was interpolated from observed gravity values.
 KL0573
 KL0573;                    North         East    Units  Estimated Accuracy
 KL0573;SPC CO N     -   378,240.      717,420.      MT  (+/- 180 meters Scaled)
 KL0573
 KL0573                          SUPERSEDED SURVEY CONTROL
 KL0573
 KL0573  NGVD 29 (??/??/92) 1991.649  (m)         6534.27   (f) ADJ UNCH    2 0
 KL0573
 KL0573.Superseded values are not recommended for survey control.
 KL0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0573.See file dsdata.txt to determine how the superseded data were derived.
 KL0573
 KL0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBE603283(NAD 83)
 KL0573_MARKER: DB = BENCH MARK DISK
 KL0573_SETTING: 66 = SET IN ROCK OUTCROP
 KL0573_SP_SET: OUTCROP
 KL0573_STAMPING: H 383 1966
 KL0573_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0573+STABILITY: POSITION/ELEVATION WELL
 KL0573
 KL0573  HISTORY     - Date     Condition        Report By
 KL0573  HISTORY     - 1966     MONUMENTED       CGS
 KL0573
 KL0573                          STATION DESCRIPTION
 KL0573
 KL0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KL0573'9.45 MI SE FROM MEEKER.
 KL0573'1.7 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE FIRE STATION AT
 KL0573'MEEKER, THENCE 7.75 MILES SOUTHEAST ALONG STATE HIGHWAY 132, SET
 KL0573'VERTICALLY IN THE FACE OF AN OUTCROP IN A HIGHWAY CUT, 0.05 MILE
 KL0573'NORTHWEST OF THE JUNCTION OF A FIELD ROAD SOUTHWEST OVER A BRIDGE, 23
 KL0573'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 3 FEET
 KL0573'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0463 ***********************************************************************
 LM0463  DESIGNATION -  H 384
 LM0463  PID         -  LM0463
 LM0463  STATE/COUNTY-  CO/RIO BLANCO
 LM0463  USGS QUAD   -  RATTLESNAKE MESA (1966)
 LM0463
 LM0463                         *CURRENT SURVEY CONTROL
 LM0463  ___________________________________________________________________
 LM0463* NAD 83(1986)-  40 06 57.     (N)    107 50 53.     (W)     SCALED    
 LM0463* NAVD 88     -      2112.866  (meters)    6931.96   (feet)  ADJUSTED  
 LM0463  ___________________________________________________________________
 LM0463  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 LM0463  DYNAMIC HT  -        2110.682 (meters)    6924.80  (feet)  COMP
 LM0463  MODELED GRAV-     979,516.5   (mgal)                       NAVD 88
 LM0463
 LM0463  VERT ORDER  -  SECOND    CLASS 0
 LM0463
 LM0463.The horizontal coordinates were scaled from a topographic map and have
 LM0463.an estimated accuracy of +/- 6 seconds.
 LM0463
 LM0463.The orthometric height was determined by differential leveling
 LM0463.and adjusted by the National Geodetic Survey in June 1991..
 LM0463
 LM0463.The geoid height was determined by GEOID03.
 LM0463
 LM0463.The dynamic height is computed by dividing the NAVD 88
 LM0463.geopotential number by the normal gravity value computed on the
 LM0463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0463.degrees latitude (g = 980.6199 gals.).
 LM0463
 LM0463.The modeled gravity was interpolated from observed gravity values.
 LM0463
 LM0463;                    North         East    Units  Estimated Accuracy
 LM0463;SPC CO N     -   394,330.      714,260.      MT  (+/- 180 meters Scaled)
 LM0463
 LM0463                          SUPERSEDED SURVEY CONTROL
 LM0463
 LM0463  NGVD 29 (??/??/92) 2111.517  (m)         6927.54   (f) ADJ UNCH    2 0
 LM0463
 LM0463.Superseded values are not recommended for survey control.
 LM0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0463.See file dsdata.txt to determine how the superseded data were derived.
 LM0463
 LM0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE572445(NAD 83)
 LM0463_MARKER: DB = BENCH MARK DISK
 LM0463_SETTING: 66 = SET IN ROCK OUTCROP
 LM0463_SP_SET: SANDSTONE CUT
 LM0463_STAMPING: H 384 1966
 LM0463_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LM0463+STABILITY: POSITION/ELEVATION WELL
 LM0463
 LM0463  HISTORY     - Date     Condition        Report By
 LM0463  HISTORY     - 1966     MONUMENTED       CGS
 LM0463
 LM0463                          STATION DESCRIPTION
 LM0463
 LM0463'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0463'7.5 MI NE FROM MEEKER.
 LM0463'7.5 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE FIRE STATION AT
 LM0463'MEEKER, 0.25 MILE NORTH OF A COAL MINE, IN THE TOP OF A 9 X 14-FOOT
 LM0463'EXPOSED PORTION OF SANDSTONE IN A HIGHWAY CUT, 36 FEET WEST OF THE
 LM0463'CENTER LINE OF THE HIGHWAY, 2.2 FEET SOUTHWEST OF A WITNESS POST, AND
 LM0463'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0306 ***********************************************************************
 LM0306  DESIGNATION -  H 385
 LM0306  PID         -  LM0306
 LM0306  STATE/COUNTY-  CO/ROUTT
 LM0306  USGS QUAD   -  YAMPA (1972)
 LM0306
 LM0306                         *CURRENT SURVEY CONTROL
 LM0306  ___________________________________________________________________
 LM0306* NAD 83(1986)-  40 13 12.     (N)    106 56 47.     (W)     SCALED    
 LM0306* NAVD 88     -      2306.307  (meters)    7566.61   (feet)  ADJUSTED  
 LM0306  ___________________________________________________________________
 LM0306  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 LM0306  DYNAMIC HT  -        2303.854 (meters)    7558.56  (feet)  COMP
 LM0306  MODELED GRAV-     979,479.1   (mgal)                       NAVD 88
 LM0306
 LM0306  VERT ORDER  -  SECOND    CLASS 0
 LM0306
 LM0306.The horizontal coordinates were scaled from a topographic map and have
 LM0306.an estimated accuracy of +/- 6 seconds.
 LM0306
 LM0306.The orthometric height was determined by differential leveling
 LM0306.and adjusted by the National Geodetic Survey in June 1991..
 LM0306
 LM0306.The geoid height was determined by GEOID03.
 LM0306
 LM0306.The dynamic height is computed by dividing the NAVD 88
 LM0306.geopotential number by the normal gravity value computed on the
 LM0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0306.degrees latitude (g = 980.6199 gals.).
 LM0306
 LM0306.The modeled gravity was interpolated from observed gravity values.
 LM0306
 LM0306;                    North         East    Units  Estimated Accuracy
 LM0306;SPC CO N     -   404,250.      791,300.      MT  (+/- 180 meters Scaled)
 LM0306
 LM0306                          SUPERSEDED SURVEY CONTROL
 LM0306
 LM0306  NGVD 29 (??/??/92) 2304.898  (m)         7561.99   (f) ADJ UNCH    2 0
 LM0306
 LM0306.Superseded values are not recommended for survey control.
 LM0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0306.See file dsdata.txt to determine how the superseded data were derived.
 LM0306
 LM0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE343539(NAD 83)
 LM0306_MARKER: DB = BENCH MARK DISK
 LM0306_SETTING: 80 = SET IN A BOULDER
 LM0306_SP_SET: BOULDER
 LM0306_STAMPING: H 385 1966
 LM0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0306+STABILITY: SURFACE MOTION
 LM0306
 LM0306  HISTORY     - Date     Condition        Report By
 LM0306  HISTORY     - 1966     MONUMENTED       CGS
 LM0306
 LM0306                          STATION DESCRIPTION
 LM0306
 LM0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0306'0.7 MI SW FROM PHIPPSBURG.
 LM0306'0.7 MILE SOUTHWEST ALONG STATE HIGHWAY 132 FROM THE JUNCTION OF STATE
 LM0306'HIGHWAY 131 AT PHIPPSBURG, AT THE JUNCTION OF A DIRT ROAD WEST, ON THE
 LM0306'OUTSIDE OF A CURVE, IN THE TOP OF A 3 X 4-FOOT EMBEDDED BOULDER WHICH
 LM0306'PROJECTS 1 FOOT, 77 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 LM0306'45 FEET SOUTH OF CENTER LINE OF THE ROAD WEST, 41.4 FEET SOUTHEAST OF
 LM0306'A FENCE CORNER, 8.5 FEET NORTHWEST OF A WITNESS POST, AND ABOUT 8 FEET
 LM0306'ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0415 ***********************************************************************
 LM0415  DESIGNATION -  H 386
 LM0415  PID         -  LM0415
 LM0415  STATE/COUNTY-  CO/RIO BLANCO
 LM0415  USGS QUAD   -  DUNCKLEY PASS (1966)
 LM0415
 LM0415                         *CURRENT SURVEY CONTROL
 LM0415  ___________________________________________________________________
 LM0415* NAD 83(1986)-  40 12 10.     (N)    107 10 02.     (W)     SCALED    
 LM0415* NAVD 88     -      2941.647  (meters)    9651.05   (feet)  ADJUSTED  
 LM0415  ___________________________________________________________________
 LM0415  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 LM0415  DYNAMIC HT  -        2938.599 (meters)    9641.05  (feet)  COMP
 LM0415  MODELED GRAV-     979,479.2   (mgal)                       NAVD 88
 LM0415
 LM0415  VERT ORDER  -  SECOND    CLASS 0
 LM0415
 LM0415.The horizontal coordinates were scaled from a topographic map and have
 LM0415.an estimated accuracy of +/- 6 seconds.
 LM0415
 LM0415.The orthometric height was determined by differential leveling
 LM0415.and adjusted by the National Geodetic Survey in June 1991..
 LM0415
 LM0415.The geoid height was determined by GEOID03.
 LM0415
 LM0415.The dynamic height is computed by dividing the NAVD 88
 LM0415.geopotential number by the normal gravity value computed on the
 LM0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0415.degrees latitude (g = 980.6199 gals.).
 LM0415
 LM0415.The modeled gravity was interpolated from observed gravity values.
 LM0415
 LM0415;                    North         East    Units  Estimated Accuracy
 LM0415;SPC CO N     -   402,670.      772,470.      MT  (+/- 180 meters Scaled)
 LM0415
 LM0415                          SUPERSEDED SURVEY CONTROL
 LM0415
 LM0415  NGVD 29 (??/??/92) 2940.372  (m)         9646.87   (f) ADJ UNCH    2 0
 LM0415
 LM0415.Superseded values are not recommended for survey control.
 LM0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0415.See file dsdata.txt to determine how the superseded data were derived.
 LM0415
 LM0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE155525(NAD 83)
 LM0415_MARKER: DD = SURVEY DISK
 LM0415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0415_SP_SET: CULVERT
 LM0415_STAMPING: H 386 1966
 LM0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0415
 LM0415  HISTORY     - Date     Condition        Report By
 LM0415  HISTORY     - 1966     MONUMENTED       BPR
 LM0415  HISTORY     - 1966     GOOD             NGS
 LM0415
 LM0415                          STATION DESCRIPTION
 LM0415
 LM0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 LM0415'17.2 MI W FROM PHIPPSBURG.
 LM0415'17.2 MILES WEST ALONG STATE HIGHWAY 132 FROM THE JUNCTION OF STATE
 LM0415'HIGHWAY 131 AT PHIPPSBURG, IN THE TOP AND 4.4 FEET WEST OF THE EAST
 LM0415'END OF THE NORTH HEAD WALL OF A 24-INCH PIPE CULVERT, 22 FEET NORTH OF
 LM0415'THE CENTER LINE OF THE HIGHWAY AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0393 ***********************************************************************
 LM0393  DESIGNATION -  H 387
 LM0393  PID         -  LM0393
 LM0393  STATE/COUNTY-  CO/RIO BLANCO
 LM0393  USGS QUAD   -  DUNCKLEY PASS (1966)
 LM0393
 LM0393                         *CURRENT SURVEY CONTROL
 LM0393  ___________________________________________________________________
 LM0393* NAD 83(1986)-  40 08 50.     (N)    107 14 25.     (W)     SCALED    
 LM0393* NAVD 88     -      2715.566  (meters)    8909.32   (feet)  ADJUSTED  
 LM0393  ___________________________________________________________________
 LM0393  GEOID HEIGHT-         -12.57  (meters)                     GEOID03
 LM0393  DYNAMIC HT  -        2712.513 (meters)    8899.30  (feet)  COMP
 LM0393  MODELED GRAV-     979,402.3   (mgal)                       NAVD 88
 LM0393
 LM0393  VERT ORDER  -  SECOND    CLASS 0
 LM0393
 LM0393.The horizontal coordinates were scaled from a topographic map and have
 LM0393.an estimated accuracy of +/- 6 seconds.
 LM0393
 LM0393.The orthometric height was determined by differential leveling
 LM0393.and adjusted by the National Geodetic Survey in June 1991..
 LM0393
 LM0393.The geoid height was determined by GEOID03.
 LM0393
 LM0393.The dynamic height is computed by dividing the NAVD 88
 LM0393.geopotential number by the normal gravity value computed on the
 LM0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0393.degrees latitude (g = 980.6199 gals.).
 LM0393
 LM0393.The modeled gravity was interpolated from observed gravity values.
 LM0393
 LM0393;                    North         East    Units  Estimated Accuracy
 LM0393;SPC CO N     -   396,620.      766,130.      MT  (+/- 180 meters Scaled)
 LM0393
 LM0393                          SUPERSEDED SURVEY CONTROL
 LM0393
 LM0393  NGVD 29 (??/??/92) 2714.046  (m)         8904.33   (f) ADJ UNCH    2 0
 LM0393
 LM0393.Superseded values are not recommended for survey control.
 LM0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0393.See file dsdata.txt to determine how the superseded data were derived.
 LM0393
 LM0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE091465(NAD 83)
 LM0393_MARKER: DB = BENCH MARK DISK
 LM0393_SETTING: 80 = SET IN A BOULDER
 LM0393_SP_SET: BOULDER
 LM0393_STAMPING: H 387 1966
 LM0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0393+STABILITY: SURFACE MOTION
 LM0393
 LM0393  HISTORY     - Date     Condition        Report By
 LM0393  HISTORY     - 1966     MONUMENTED       CGS
 LM0393
 LM0393                          STATION DESCRIPTION
 LM0393
 LM0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0393'29.3 MI W FROM PHIPPSBURG.
 LM0393'29.3 MILES WEST ALONG STATE HIGHWAY 132 FROM THE JUNCTION OF STATE
 LM0393'HIGHWAY 131 AT PHIPPSBURG, 29.45 MILES NORTHEAST OF BUFORD, 0.3 MILE
 LM0393'NORTHEAST OF POOSE CREEK, 0.15 MILE SOUTHWEST OF THE JUNCTION OF A
 LM0393'DIRT ROAD SOUTHEAST, IN THE TOP OF A 5 X 8-FOOT EMBEDDED BOULDER WHICH
 LM0393'PROJECTS 2 1/2 FEET, 87 FEET SOUTHEAST OF THE CENTER LINE OF THE
 LM0393'HIGHWAY, 8.3 FEET WEST OF A WITNESS SIGN WHICH IS NAILED TO AN ASPEN
 LM0393'TREE AND ABOUT 5 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0054 ***********************************************************************
 HJ0054  DESIGNATION -  H 39
 HJ0054  PID         -  HJ0054
 HJ0054  STATE/COUNTY-  CO/BACA
 HJ0054  USGS QUAD   -  CAMPO NE (1978)
 HJ0054
 HJ0054                         *CURRENT SURVEY CONTROL
 HJ0054  ___________________________________________________________________
 HJ0054* NAD 83(1986)-  37 08 03.     (N)    102 34 44.     (W)     SCALED    
 HJ0054* NAVD 88     -      1320.673  (meters)    4332.91   (feet)  ADJUSTED  
 HJ0054  ___________________________________________________________________
 HJ0054  GEOID HEIGHT-         -23.41  (meters)                     GEOID03
 HJ0054  DYNAMIC HT  -        1319.241 (meters)    4328.21  (feet)  COMP
 HJ0054  MODELED GRAV-     979,501.1   (mgal)                       NAVD 88
 HJ0054
 HJ0054  VERT ORDER  -  FIRST     CLASS II
 HJ0054
 HJ0054.The horizontal coordinates were scaled from a topographic map and have
 HJ0054.an estimated accuracy of +/- 6 seconds.
 HJ0054
 HJ0054.The orthometric height was determined by differential leveling
 HJ0054.and adjusted by the National Geodetic Survey in June 1991..
 HJ0054
 HJ0054.The geoid height was determined by GEOID03.
 HJ0054
 HJ0054.The dynamic height is computed by dividing the NAVD 88
 HJ0054.geopotential number by the normal gravity value computed on the
 HJ0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0054.degrees latitude (g = 980.6199 gals.).
 HJ0054
 HJ0054.The modeled gravity was interpolated from observed gravity values.
 HJ0054
 HJ0054;                    North         East    Units  Estimated Accuracy
 HJ0054;SPC CO S     -   360,740.    1,173,920.      MT  (+/- 180 meters Scaled)
 HJ0054
 HJ0054                          SUPERSEDED SURVEY CONTROL
 HJ0054
 HJ0054  NGVD 29 (??/??/92) 1320.058  (m)         4330.89   (f) ADJ UNCH    1 2
 HJ0054
 HJ0054.Superseded values are not recommended for survey control.
 HJ0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0054.See file dsdata.txt to determine how the superseded data were derived.
 HJ0054
 HJ0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB150125(NAD 83)
 HJ0054_MARKER: DB = BENCH MARK DISK
 HJ0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0054_STAMPING: H 39 1933
 HJ0054_MARK LOGO: CGS   
 HJ0054_PROJECTION: PROJECTING 10 CENTIMETERS
 HJ0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0054+STABILITY: SURFACE MOTION
 HJ0054
 HJ0054  HISTORY     - Date     Condition        Report By
 HJ0054  HISTORY     - 1933     MONUMENTED       CGS
 HJ0054  HISTORY     - 1942     GOOD             NGS
 HJ0054  HISTORY     - 1974     GOOD             NGS
 HJ0054  HISTORY     - 1974     GOOD             USGS
 HJ0054  HISTORY     - 1974     GOOD             USGS
 HJ0054  HISTORY     - 1985     GOOD             NGS
 HJ0054
 HJ0054                          STATION DESCRIPTION
 HJ0054
 HJ0054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 HJ0054'2.2 MI N FROM CAMPO.
 HJ0054'2.2 MILES NORTH ALONG U.S. HIGHWAY 287 FROM CAMPO, BACA COUNTY, ON
 HJ0054'THE OLD HIGHWAY, 75 FEET NORTHEAST OF A BRIDGE, AT A ROAD
 HJ0054'INTERSECTION, 70 FEET EAST OF THE CENTERLINE OF THE OLD HIGHWAY, AND
 HJ0054'29 FEET SOUTH OF THE CENTERLINE OF THE FARM ROAD.  A STANDARD DISK,
 HJ0054'STAMPED H 39 1933 AND SET IN THE TOP OF A CONCRETE POST.
 HJ0054
 HJ0054                          STATION RECOVERY (1974)
 HJ0054
 HJ0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 HJ0054'RECOVERED IN GOOD CONDITION.
 HJ0054
 HJ0054                          STATION RECOVERY (1974)
 HJ0054
 HJ0054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 HJ0054'CAMPO, 0.5 MILES NORTH OF ALONG U.S. HIGHWAY 287 TO A CURVE, THENCE
 HJ0054'1.5 MILES NORTH ALONG A GRADED ROAD. NEAR THE NW. CORNER OF S 35, T
 HJ0054'33 S, R 46 W, 100 FT. NE. OF A BRIDGE, 70 FT. EAST OF CENTERLINE OF
 HJ0054'ROAD, 67 FT. SE. OF A FENCE CORNER, 25 FT. EAST OF RIGHT-OF-WAY
 HJ0054'FENCE. SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FT. STANDARD
 HJ0054'DISK STAMPED H 39 1933.
 HJ0054
 HJ0054                          STATION RECOVERY (1974)
 HJ0054
 HJ0054'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 HJ0054'CAMPO, 0.5 MILES NORTH OF ALONG U.S. HIGHWAY 287 TO A CURVE, THENCE
 HJ0054'1.5 MILES NORTH ALONG A GRADED ROAD. NEAR THE NW. CORNER OF S 35, T
 HJ0054'33 S, R 46 W, 100 FT. NE. OF A BRIDGE, 70 FT. EAST OF CENTERLINE OF
 HJ0054'ROAD, 67 FT. SE. OF A FENCE CORNER, 25 FT. EAST OF RIGHT-OF-WAY
 HJ0054'FENCE. SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FT. STANDARD
 HJ0054'DISK STAMPED H 39 1933.
 HJ0054
 HJ0054                          STATION RECOVERY (1985)
 HJ0054
 HJ0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HJ0054'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS. 33.7 KM
 HJ0054'(20.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE IN
 HJ0054'SPRINGFIELD, THENCE 2.3 KM (1.45 MI) NORTH ALONG A DIRT ROAD, 3.7 KM
 HJ0054'(2.3 MI) NORTH OF THE SMALL TOWN OF CAMPO, 36.6 M (120.1 FT) NORTHEAST
 HJ0054'OF THE NORTHEAST CORNER OF A BRIDGE SPANNING THE CIMARRON RIVER, 5.8 M
 HJ0054'(19.0 FT) SOUTHEAST OF A FENCE CORNER, AND 5.2 M (17.1 FT) SOUTH OF A
 HJ0054'FENCE.
 HJ0054'THE MARK IS 5.5 METERS  E FROM  A WITNESS POST AND FENCE
 HJ0054'THE MARK IS 1.5 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1107 ***********************************************************************
 LL1107  DESIGNATION -  H 390
 LL1107  PID         -  LL1107
 LL1107  STATE/COUNTY-  CO/WELD
 LL1107  USGS QUAD   -  DOVER (1972)
 LL1107
 LL1107                         *CURRENT SURVEY CONTROL
 LL1107  ___________________________________________________________________
 LL1107* NAD 83(1986)-  40 45 13.     (N)    104 47 29.     (W)     SCALED    
 LL1107* NAVD 88     -      1623.764  (meters)    5327.30   (feet)  ADJUSTED  
 LL1107  ___________________________________________________________________
 LL1107  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 LL1107  DYNAMIC HT  -        1622.386 (meters)    5322.78  (feet)  COMP
 LL1107  MODELED GRAV-     979,718.7   (mgal)                       NAVD 88
 LL1107
 LL1107  VERT ORDER  -  FIRST     CLASS II
 LL1107
 LL1107.The horizontal coordinates were scaled from a topographic map and have
 LL1107.an estimated accuracy of +/- 6 seconds.
 LL1107
 LL1107.The orthometric height was determined by differential leveling
 LL1107.and adjusted by the National Geodetic Survey in June 1991..
 LL1107
 LL1107.The geoid height was determined by GEOID03.
 LL1107
 LL1107.The dynamic height is computed by dividing the NAVD 88
 LL1107.geopotential number by the normal gravity value computed on the
 LL1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1107.degrees latitude (g = 980.6199 gals.).
 LL1107
 LL1107.The modeled gravity was interpolated from observed gravity values.
 LL1107
 LL1107;                    North         East    Units  Estimated Accuracy
 LL1107;SPC CO N     -   462,740.      974,240.      MT  (+/- 180 meters Scaled)
 LL1107
 LL1107                          SUPERSEDED SURVEY CONTROL
 LL1107
 LL1107  NGVD 29 (06/08/92) 1622.850  (m)         5324.30   (f) ADJUSTED    1 2
 LL1107
 LL1107.Superseded values are not recommended for survey control.
 LL1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1107.See file dsdata.txt to determine how the superseded data were derived.
 LL1107
 LL1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF176114(NAD 83)
 LL1107_MARKER: I = METAL ROD
 LL1107_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1107_SP_SET: STAINLESS STEEL ROD
 LL1107_STAMPING: H 390 1983
 LL1107_MARK LOGO: NGS   
 LL1107_PROJECTION: FLUSH
 LL1107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1107_ROD/PIPE-DEPTH: 4.3  meters
 LL1107
 LL1107  HISTORY     - Date     Condition        Report By
 LL1107  HISTORY     - 1983     MONUMENTED       NGS
 LL1107
 LL1107                          STATION DESCRIPTION
 LL1107
 LL1107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LL1107'37.6 KM (23.35 MI) NORT FROM GREELEY.
 LL1107'35.6 KM (22.1 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL1107'STATION IN GREELEY, THENCE 2.0 KM (1.25 MI) NORTHERLY ALONG U.S.
 LL1107'HIGHWAY 85, 0.2 KM (0.1 MI) NORTH OF MILEPOST 292, 46.4 METERS
 LL1107'(152.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 11.7 METERS
 LL1107'(38.4 FT) NORTH OF UTILITY POLE NUMBER E 20, AND 10.0 METERS (32.8 FT)
 LL1107'SOUTH OF THE CENTER OF A FIELD ENTRANCE.  NOTE--ACCESS TO THE DATUM
 LL1107'POINT IS THROUGH A 5-INCH LOGO CAP.
 LL1107'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 LL1107'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0996 ***********************************************************************
 LL0996  DESIGNATION -  H 391
 LL0996  PID         -  LL0996
 LL0996  STATE/COUNTY-  CO/WELD
 LL0996  USGS QUAD   -  MILLIKEN (1969)
 LL0996
 LL0996                         *CURRENT SURVEY CONTROL
 LL0996  ___________________________________________________________________
 LL0996* NAD 83(1986)-  40 15 23.     (N)    104 48 15.     (W)     SCALED    
 LL0996* NAVD 88     -      1456.139  (meters)    4777.35   (feet)  ADJUSTED  
 LL0996  ___________________________________________________________________
 LL0996  GEOID HEIGHT-         -18.10  (meters)                     GEOID03
 LL0996  DYNAMIC HT  -        1454.859 (meters)    4773.15  (feet)  COMP
 LL0996  MODELED GRAV-     979,696.2   (mgal)                       NAVD 88
 LL0996
 LL0996  VERT ORDER  -  FIRST     CLASS II
 LL0996
 LL0996.The horizontal coordinates were scaled from a topographic map and have
 LL0996.an estimated accuracy of +/- 6 seconds.
 LL0996
 LL0996.The orthometric height was determined by differential leveling
 LL0996.and adjusted by the National Geodetic Survey in June 1991..
 LL0996
 LL0996.The geoid height was determined by GEOID03.
 LL0996
 LL0996.The dynamic height is computed by dividing the NAVD 88
 LL0996.geopotential number by the normal gravity value computed on the
 LL0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0996.degrees latitude (g = 980.6199 gals.).
 LL0996
 LL0996.The modeled gravity was interpolated from observed gravity values.
 LL0996
 LL0996;                    North         East    Units  Estimated Accuracy
 LL0996;SPC CO N     -   407,520.      973,600.      MT  (+/- 180 meters Scaled)
 LL0996
 LL0996                          SUPERSEDED SURVEY CONTROL
 LL0996
 LL0996  NGVD 29 (??/??/??) 1455.244  (m)         4774.41   (f) ADJUSTED    1 2
 LL0996
 LL0996.Superseded values are not recommended for survey control.
 LL0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0996.See file dsdata.txt to determine how the superseded data were derived.
 LL0996
 LL0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE166562(NAD 83)
 LL0996_MARKER: I = METAL ROD
 LL0996_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL0996_SP_SET: STAINLESS STEEL ROD
 LL0996_STAMPING: H 391 1983
 LL0996_MARK LOGO: NGS   
 LL0996_PROJECTION: FLUSH
 LL0996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0996+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2005
 LL0996_ROD/PIPE-DEPTH: 11.0 meters
 LL0996
 LL0996  HISTORY     - Date     Condition        Report By
 LL0996  HISTORY     - 1983     MONUMENTED       NGS
 LL0996  HISTORY     - 20050812 GOOD             USPSQD
 LL0996
 LL0996                          STATION DESCRIPTION
 LL0996
 LL0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LL0996'13.0 KM (8.05 MI) SW FROM LA SALLE.
 LL0996'13.0 KM (8.05 MI) SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 LL0996'THE STATION IN LA SALLE, 0.4 KM (0.25 MI) NORTHEAST OF A PRIVATE ROAD
 LL0996'CROSSING, 9.8 METERS (32.2 FT) SOUTH OF THE NEAR RAIL, AND 0.9 METER
 LL0996'(3.0 FT) NORTHWEST OF MILEPOST 38.  NOTE=ACCESS TO THE DATUM POINT IS
 LL0996'THROUGH A 5-INCH LOGO CAP.
 LL0996'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 LL0996'THE MARK IS 0.3 M BELOW THE TRACKS.
 LL0996
 LL0996                          STATION RECOVERY (2005)
 LL0996
 LL0996'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 LL0996'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1541 ***********************************************************************
 KK1541  DESIGNATION -  H 392
 KK1541  PID         -  KK1541
 KK1541  STATE/COUNTY-  CO/DENVER
 KK1541  USGS QUAD   -  MONTBELLO (1994)
 KK1541
 KK1541                         *CURRENT SURVEY CONTROL
 KK1541  ___________________________________________________________________
 KK1541* NAD 83(1986)-  39 45 43.     (N)    104 52 16.     (W)     SCALED    
 KK1541* NAVD 88     -      1616.570  (meters)    5303.70   (feet)  ADJUSTED  
 KK1541  ___________________________________________________________________
 KK1541  GEOID HEIGHT-         -17.52  (meters)                     GEOID03
 KK1541  DYNAMIC HT  -        1615.034 (meters)    5298.66  (feet)  COMP
 KK1541  MODELED GRAV-     979,619.9   (mgal)                       NAVD 88
 KK1541
 KK1541  VERT ORDER  -  FIRST     CLASS II
 KK1541
 KK1541.The horizontal coordinates were scaled from a topographic map and have
 KK1541.an estimated accuracy of +/- 6 seconds.
 KK1541
 KK1541.The orthometric height was determined by differential leveling
 KK1541.and adjusted by the National Geodetic Survey in June 1991..
 KK1541
 KK1541.The geoid height was determined by GEOID03.
 KK1541
 KK1541.The dynamic height is computed by dividing the NAVD 88
 KK1541.geopotential number by the normal gravity value computed on the
 KK1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1541.degrees latitude (g = 980.6199 gals.).
 KK1541
 KK1541.The modeled gravity was interpolated from observed gravity values.
 KK1541
 KK1541;                    North         East    Units  Estimated Accuracy
 KK1541;SPC CO C     -   519,090.      968,290.      MT  (+/- 180 meters Scaled)
 KK1541
 KK1541                          SUPERSEDED SURVEY CONTROL
 KK1541
 KK1541  NGVD 29 (??/??/??) 1615.674  (m)         5300.76   (f) ADJUSTED    1 2
 KK1541
 KK1541.Superseded values are not recommended for survey control.
 KK1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1541.See file dsdata.txt to determine how the superseded data were derived.
 KK1541
 KK1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE110013(NAD 83)
 KK1541_MARKER: I = METAL ROD
 KK1541_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KK1541_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KK1541_STAMPING: H 392 1983
 KK1541_MARK LOGO: NGS   
 KK1541_PROJECTION: FLUSH
 KK1541_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1541+STABILITY: POSITION/ELEVATION WELL
 KK1541_ROD/PIPE-DEPTH: 13.4 meters
 KK1541_SLEEVE-DEPTH  : 11.9 meters
 KK1541
 KK1541  HISTORY     - Date     Condition        Report By
 KK1541  HISTORY     - 1983     MONUMENTED       NGS
 KK1541
 KK1541                          STATION DESCRIPTION
 KK1541
 KK1541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1541'IN DENVER.
 KK1541'IN DENVER, ON PROPERTY OF THE STAPLETON INTERNATIONAL AIRPORT,
 KK1541'APPROXIMATELY 1700 FEET WEST OF THE EAST END OF AND APPROXIMATELY 1000
 KK1541'FEET NORTH OF RUNWAY 7-25, 269.7 METERS (884.8 FT) SOUTHEAST OF THE
 KK1541'MOST SOUTHEASTERLY ONE OF SIX RADIO TOWERS, 241.4 METERS (792.0 FT)
 KK1541'WEST OF THE MOST WESTERLY ONE OF SIX RADIO TOWERS, 197.8 METERS
 KK1541'(648.9 FT) EAST-NORTHEAST OF THE NORTHEAST LEG OF A RADAR TOWER,
 KK1541'89.6 METERS (294.0 FT) WEST-NORTHWEST OF THE NORTH END OF THE EAST 1
 KK1541'OF 2 SNOW FENCES, AND 72.2 METERS (236.9 FT) NORTHEAST OF THE NORTH
 KK1541'END OF THE WEST 1 OF 2 SNOW FENCES.  NOTE=ACCESS TO THE DATUM POINT IS
 KK1541'THROUGH A 5-INCH LOGO CAP.
 KK1541'THE MARK IS 2.6 METERS  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1281 ***********************************************************************
 KK1281  DESIGNATION -  H 393
 KK1281  PID         -  KK1281
 KK1281  STATE/COUNTY-  CO/DENVER
 KK1281  USGS QUAD   -  ENGLEWOOD (1997)
 KK1281
 KK1281                         *CURRENT SURVEY CONTROL
 KK1281  ___________________________________________________________________
 KK1281* NAD 83(1986)-  39 42 42.     (N)    104 56 28.     (W)     SCALED    
 KK1281* NAVD 88     -      1626.677  (meters)    5336.86   (feet)  ADJUSTED  
 KK1281  ___________________________________________________________________
 KK1281  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 KK1281  DYNAMIC HT  -        1625.105 (meters)    5331.70  (feet)  COMP
 KK1281  MODELED GRAV-     979,603.0   (mgal)                       NAVD 88
 KK1281
 KK1281  VERT ORDER  -  FIRST     CLASS II
 KK1281
 KK1281.The horizontal coordinates were scaled from a topographic map and have
 KK1281.an estimated accuracy of +/- 6 seconds.
 KK1281
 KK1281.The orthometric height was determined by differential leveling
 KK1281.and adjusted by the National Geodetic Survey in June 1991..
 KK1281
 KK1281.The geoid height was determined by GEOID03.
 KK1281
 KK1281.The dynamic height is computed by dividing the NAVD 88
 KK1281.geopotential number by the normal gravity value computed on the
 KK1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1281.degrees latitude (g = 980.6199 gals.).
 KK1281
 KK1281.The modeled gravity was interpolated from observed gravity values.
 KK1281
 KK1281;                    North         East    Units  Estimated Accuracy
 KK1281;SPC CO C     -   513,460.      962,330.      MT  (+/- 180 meters Scaled)
 KK1281
 KK1281                          SUPERSEDED SURVEY CONTROL
 KK1281
 KK1281  NGVD 29 (??/??/??) 1625.759  (m)         5333.84   (f) ADJUSTED    1 2
 KK1281
 KK1281.Superseded values are not recommended for survey control.
 KK1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1281.See file dsdata.txt to determine how the superseded data were derived.
 KK1281
 KK1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED050957(NAD 83)
 KK1281_MARKER: I = METAL ROD
 KK1281_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1281_SP_SET: STAINLESS STEEL ROD
 KK1281_STAMPING: H 393 1983
 KK1281_MARK LOGO: NGS   
 KK1281_PROJECTION: FLUSH
 KK1281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1281_ROD/PIPE-DEPTH: 16.2 meters
 KK1281
 KK1281  HISTORY     - Date     Condition        Report By
 KK1281  HISTORY     - 1983     MONUMENTED       NGS
 KK1281
 KK1281                          STATION DESCRIPTION
 KK1281
 KK1281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1281'IN DENVER.
 KK1281'IN DENVER, AT THE INTERSECTION OF ALAMEDA AVENUE AND HARRISON STREET,
 KK1281'39.5 METERS (129.6 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES
 KK1281'OF THE AVENUE, 7.4 METERS (24.3 FT) EAST OF THE CENTER OF THE STREET,
 KK1281'AND 0.7 METER (2.3 FT) SOUTH OF A UTILITY POLE.  NOTE=ACCESS TO THE
 KK1281'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1281'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1349 ***********************************************************************
 KK1349  DESIGNATION -  H 394
 KK1349  PID         -  KK1349
 KK1349  STATE/COUNTY-  CO/DENVER
 KK1349  USGS QUAD   -  ENGLEWOOD (1997)
 KK1349
 KK1349                         *CURRENT SURVEY CONTROL
 KK1349  ___________________________________________________________________
 KK1349* NAD 83(1986)-  39 40 42.     (N)    104 59 36.     (W)     SCALED    
 KK1349* NAVD 88     -      1608.689  (meters)    5277.84   (feet)  ADJUSTED  
 KK1349  ___________________________________________________________________
 KK1349  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 KK1349  DYNAMIC HT  -        1607.133 (meters)    5272.74  (feet)  COMP
 KK1349  MODELED GRAV-     979,603.3   (mgal)                       NAVD 88
 KK1349
 KK1349  VERT ORDER  -  FIRST     CLASS II
 KK1349
 KK1349.The horizontal coordinates were scaled from a topographic map and have
 KK1349.an estimated accuracy of +/- 6 seconds.
 KK1349
 KK1349.The orthometric height was determined by differential leveling
 KK1349.and adjusted by the National Geodetic Survey in June 1991..
 KK1349
 KK1349.The geoid height was determined by GEOID03.
 KK1349
 KK1349.The dynamic height is computed by dividing the NAVD 88
 KK1349.geopotential number by the normal gravity value computed on the
 KK1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1349.degrees latitude (g = 980.6199 gals.).
 KK1349
 KK1349.The modeled gravity was interpolated from observed gravity values.
 KK1349
 KK1349;                    North         East    Units  Estimated Accuracy
 KK1349;SPC CO C     -   509,740.      957,870.      MT  (+/- 180 meters Scaled)
 KK1349
 KK1349                          SUPERSEDED SURVEY CONTROL
 KK1349
 KK1349  NGVD 29 (??/??/??) 1607.770  (m)         5274.83   (f) ADJUSTED    1 2
 KK1349
 KK1349.Superseded values are not recommended for survey control.
 KK1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1349.See file dsdata.txt to determine how the superseded data were derived.
 KK1349
 KK1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED005920(NAD 83)
 KK1349_MARKER: DV = VERTICAL CONTROL DISK
 KK1349_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KK1349_SP_SET: PIER
 KK1349_STAMPING: H 394 1983
 KK1349_MARK LOGO: NGS   
 KK1349_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1349
 KK1349  HISTORY     - Date     Condition        Report By
 KK1349  HISTORY     - 1983     MONUMENTED       NGS
 KK1349  HISTORY     - 19940714 GOOD             MSAM
 KK1349  HISTORY     - 19980701 GOOD             CODOT
 KK1349
 KK1349                          STATION DESCRIPTION
 KK1349
 KK1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1349'IN DENVER.
 KK1349'IN DENVER, AT THE INTERSECTION OF EAST EVANS AVENUE AND THE DENVER AND
 KK1349'RIO GRANDE WESTERN RAILROAD, SET VERTICALLY IN THE SOUTH FACE OF THE
 KK1349'MOST NORTHERLY 1 OF 5 PIERS, 1ST SET OF PIERS WEST OF THE RAILROAD
 KK1349'TRACKS, OF THE AVENUE OVERPASS OVER THE TRACKS, 12.1 METERS (39.7 FT)
 KK1349'WEST OF THE NEAR RAIL, 9.1 METERS (29.9 FT) NORTH OF THE CENTER OF THE
 KK1349'AVENUE, AND 4.9 METERS (16.1 FT) SOUTH OF THE CENTER OF THE WEST BOUND
 KK1349'LANES OF THE AVENUE.
 KK1349'THE MARK IS 1.3 M ABOVE THE GROUND.
 KK1349
 KK1349                          STATION RECOVERY (1994)
 KK1349
 KK1349'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1994 (MSH)
 KK1349'RECOVERED AS DESCRIBED.
 KK1349
 KK1349                          STATION RECOVERY (1998)
 KK1349
 KK1349'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998
 KK1349'IN DENVER, AT THE INTERSECTION OF WEST EVANS AVENUE AND US 85 (SANTA
 KK1349'FE BLVD) , SET VERTICALLY IN THE EAST FACE OF THE MOST NORTHERLY 1 OF
 KK1349'5 0.8 M (2.6 FT) DIAMETER PIERS, 1ST SET OF PIERS EAST OF SANTA FE,
 KK1349'7.6 METERS (24.9 FT) EAST OF EAST FLOW LINE AND 12 METERS (39.4 FT)
 KK1349'WEST OF A CHAIN LINK FENCE, MARK IS 1.5 METERS (4.9 FT) ABOVE THE
 KK1349'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0837 ***********************************************************************
 JK0837  DESIGNATION -  H 395
 JK0837  PID         -  JK0837
 JK0837  STATE/COUNTY-  CO/EL PASO
 JK0837  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK0837
 JK0837                         *CURRENT SURVEY CONTROL
 JK0837  ___________________________________________________________________
 JK0837* NAD 83(1986)-  38 46 08.     (N)    104 45 37.     (W)     SCALED    
 JK0837* NAVD 88     -      1762.582  (meters)    5782.74   (feet)  ADJUSTED  
 JK0837  ___________________________________________________________________
 JK0837  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 JK0837  DYNAMIC HT  -        1760.681 (meters)    5776.50  (feet)  COMP
 JK0837  MODELED GRAV-     979,487.4   (mgal)                       NAVD 88
 JK0837
 JK0837  VERT ORDER  -  FIRST     CLASS II
 JK0837
 JK0837.The horizontal coordinates were scaled from a topographic map and have
 JK0837.an estimated accuracy of +/- 6 seconds.
 JK0837
 JK0837.The orthometric height was determined by differential leveling
 JK0837.and adjusted by the National Geodetic Survey in June 1991..
 JK0837
 JK0837.The geoid height was determined by GEOID03.
 JK0837
 JK0837.The dynamic height is computed by dividing the NAVD 88
 JK0837.geopotential number by the normal gravity value computed on the
 JK0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0837.degrees latitude (g = 980.6199 gals.).
 JK0837
 JK0837.The modeled gravity was interpolated from observed gravity values.
 JK0837
 JK0837;                    North         East    Units  Estimated Accuracy
 JK0837;SPC CO C     -   408,920.      978,690.      MT  (+/- 180 meters Scaled)
 JK0837
 JK0837                          SUPERSEDED SURVEY CONTROL
 JK0837
 JK0837  NGVD 29 (??/??/??) 1761.553  (m)         5779.36   (f) ADJUSTED    1 2
 JK0837
 JK0837.Superseded values are not recommended for survey control.
 JK0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0837.See file dsdata.txt to determine how the superseded data were derived.
 JK0837
 JK0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC208911(NAD 83)
 JK0837_MARKER: DB = BENCH MARK DISK
 JK0837_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JK0837_SP_SET: PIER
 JK0837_STAMPING: H 395 1983
 JK0837_MARK LOGO: NGS   
 JK0837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0837
 JK0837  HISTORY     - Date     Condition        Report By
 JK0837  HISTORY     - 1983     MONUMENTED       NGS
 JK0837  HISTORY     - 1984     GOOD             NGS
 JK0837  HISTORY     - 20020119 GOOD             USPSQD
 JK0837
 JK0837                          STATION DESCRIPTION
 JK0837
 JK0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JK0837'10.4 KM (6.45 MI) SOUTH FROM COLORADO SPRINGS.
 JK0837'10.4 KM (6.45 MI) SOUTHERLY ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0837'RAILROAD FROM THE STATION IN COLORADO SPRINGS, SET VERTICALLY IN THE
 JK0837'NORTHWEST FACE OF THE MOST NORTHWESTERLY 1 OF 4 COLUMNS OF THE 1ST
 JK0837'PIER WEST OF THE TRACKS OF THE STATE HIGHWAY 83 OVERPASS, 19.4 METERS
 JK0837'(63.6 FT) SOUTHWEST OF THE NEAR RAIL, AND 7.4 METERS (24.3 FT)
 JK0837'NORTHWEST OF THE PROJECTED CENTER OF THE SOUTHWEST BOUND LANES OF THE
 JK0837'HIGHWAY.
 JK0837'THE MARK IS 1.2 M ABOVE THE GROUND.
 JK0837
 JK0837                          STATION RECOVERY (1984)
 JK0837
 JK0837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0837'RECOVERED IN GOOD CONDITION.
 JK0837
 JK0837                          STATION RECOVERY (2002)
 JK0837
 JK0837'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 JK0837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0850 ***********************************************************************
 JK0850  DESIGNATION -  H 396
 JK0850  PID         -  JK0850
 JK0850  STATE/COUNTY-  CO/EL PASO
 JK0850  USGS QUAD   -  PIKEVIEW (1994)
 JK0850
 JK0850                         *CURRENT SURVEY CONTROL
 JK0850  ___________________________________________________________________
 JK0850* NAD 83(1986)-  38 53 14.     (N)    104 50 05.     (W)     SCALED    
 JK0850* NAVD 88     -      1891.746  (meters)    6206.50   (feet)  ADJUSTED  
 JK0850  ___________________________________________________________________
 JK0850  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 JK0850  DYNAMIC HT  -        1889.676 (meters)    6199.71  (feet)  COMP
 JK0850  MODELED GRAV-     979,466.8   (mgal)                       NAVD 88
 JK0850
 JK0850  VERT ORDER  -  FIRST     CLASS II
 JK0850
 JK0850.The horizontal coordinates were scaled from a topographic map and have
 JK0850.an estimated accuracy of +/- 6 seconds.
 JK0850
 JK0850.The orthometric height was determined by differential leveling
 JK0850.and adjusted by the National Geodetic Survey in June 1991..
 JK0850
 JK0850.The geoid height was determined by GEOID03.
 JK0850
 JK0850.The dynamic height is computed by dividing the NAVD 88
 JK0850.geopotential number by the normal gravity value computed on the
 JK0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0850.degrees latitude (g = 980.6199 gals.).
 JK0850
 JK0850.The modeled gravity was interpolated from observed gravity values.
 JK0850
 JK0850;                    North         East    Units  Estimated Accuracy
 JK0850;SPC CO C     -   422,000.      972,120.      MT  (+/- 180 meters Scaled)
 JK0850
 JK0850                          SUPERSEDED SURVEY CONTROL
 JK0850
 JK0850.No superseded survey control is available for this station.
 JK0850
 JK0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED143042(NAD 83)
 JK0850_MARKER: I = METAL ROD
 JK0850_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK0850_SP_SET: STAINLESS STEEL ROD
 JK0850_STAMPING: H 396 1983
 JK0850_MARK LOGO: NGS   
 JK0850_PROJECTION: FLUSH
 JK0850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0850+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2003
 JK0850_ROD/PIPE-DEPTH: 9.8  meters
 JK0850
 JK0850  HISTORY     - Date     Condition        Report By
 JK0850  HISTORY     - 1983     MONUMENTED       NGS
 JK0850  HISTORY     - 19960808 GOOD             USPSQD
 JK0850  HISTORY     - 20010829 GOOD             USPSQD
 JK0850  HISTORY     - 20030830 GOOD             GEOCAC
 JK0850
 JK0850                          STATION DESCRIPTION
 JK0850
 JK0850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JK0850'6.0 KM (3.75 MI) NORTH FROM COLORADO SPRINGS.
 JK0850'0.3 KM (0.2 MI) NORTHERLY ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0850'RAILROAD FROM THE STATION IN COLORADO SPRINGS, THENCE 5.7 KM (3.55 MI)
 JK0850'NORTHERLY ALONG INTERSTATE HIGHWAY 25, 0.6 KM (0.35 MI) NORTH OF
 JK0850'MILEPOST 145, 26.8 METERS (87.9 FT) SOUTH OF A UTILITY POLE WITH A
 JK0850'STREET LAMP, 19.5 METERS (64.0 FT) WEST OF A FENCE, 13.0 METERS
 JK0850'(42.7 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE
 JK0850'HIGHWAY, AND 0.8 METER (2.6 FT) SOUTHEAST OF THE WEST LEG OF A HIGHWAY
 JK0850'INFORMATION SIGN.
 JK0850'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 JK0850'THE MARK IS 0.6 M BELOW HIGHWAY.
 JK0850
 JK0850                          STATION RECOVERY (1996)
 JK0850
 JK0850'RECOVERY NOTE BY US POWER SQUADRON 1996
 JK0850'RECOVERED IN GOOD CONDITION.
 JK0850
 JK0850                          STATION RECOVERY (2001)
 JK0850
 JK0850'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 JK0850'RECOVERED IN GOOD CONDITION.
 JK0850
 JK0850                          STATION RECOVERY (2003)
 JK0850
 JK0850'RECOVERY NOTE BY GEOCACHING 2003 (TWS)
 JK0850'DESCRIPTION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0436 ***********************************************************************
 HM0436  DESIGNATION -  H 397
 HM0436  PID         -  HM0436
 HM0436  STATE/COUNTY-  CO/MONTEZUMA
 HM0436  USGS QUAD   -  BATTLE ROCK (1979)
 HM0436
 HM0436                         *CURRENT SURVEY CONTROL
 HM0436  ___________________________________________________________________
 HM0436* NAD 83(1986)-  37 19 57.     (N)    108 45 19.     (W)     SCALED    
 HM0436* NAVD 88     -      1737.947  (meters)    5701.91   (feet)  ADJUSTED  
 HM0436  ___________________________________________________________________
 HM0436  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 HM0436  DYNAMIC HT  -        1735.861 (meters)    5695.07  (feet)  COMP
 HM0436  MODELED GRAV-     979,369.0   (mgal)                       NAVD 88
 HM0436
 HM0436  VERT ORDER  -  FIRST     CLASS II
 HM0436
 HM0436.The horizontal coordinates were scaled from a topographic map and have
 HM0436.an estimated accuracy of +/- 6 seconds.
 HM0436
 HM0436.The orthometric height was determined by differential leveling
 HM0436.and adjusted by the National Geodetic Survey in June 1991..
 HM0436
 HM0436.The geoid height was determined by GEOID03.
 HM0436
 HM0436.The dynamic height is computed by dividing the NAVD 88
 HM0436.geopotential number by the normal gravity value computed on the
 HM0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0436.degrees latitude (g = 980.6199 gals.).
 HM0436
 HM0436.The modeled gravity was interpolated from observed gravity values.
 HM0436
 HM0436;                    North         East    Units  Estimated Accuracy
 HM0436;SPC CO S     -   383,720.      625,970.      MT  (+/- 180 meters Scaled)
 HM0436
 HM0436                          SUPERSEDED SURVEY CONTROL
 HM0436
 HM0436.No superseded survey control is available for this station.
 HM0436
 HM0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG988341(NAD 83)
 HM0436_MARKER: DB = BENCH MARK DISK
 HM0436_SETTING: 66 = SET IN ROCK OUTCROP
 HM0436_SP_SET: ROCK OUTCROP
 HM0436_STAMPING: H 397 1984
 HM0436_MARK LOGO: NGS   
 HM0436_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0436+STABILITY: POSITION/ELEVATION WELL
 HM0436
 HM0436  HISTORY     - Date     Condition        Report By
 HM0436  HISTORY     - 1984     MONUMENTED       NGS
 HM0436
 HM0436                          STATION DESCRIPTION
 HM0436
 HM0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0436'18.0 KM (11.2 MI) WEST FROM CORTEZ.
 HM0436'4.1 KM (2.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 160 FROM ITS WEST
 HM0436'JUNCTION WITH U.S. HIGHWAY 666 IN CORTEZ, THENCE 13.9 KM (8.65 MI)
 HM0436'WESTERLY ALONG A PAVED ROAD, NEAR THE NORTH END OF A 21- BY 36-FOOT
 HM0436'EXPOSED AREA OF OUTCROPPING BEDROCK, 16.5 METERS (54.1 FT) SOUTH OF
 HM0436'THE CENTERLINE OF THE ROAD, 4.0 METERS (13.1 FT) WEST OF THE EAST EDGE
 HM0436'OF THE OUTCROP, AND 2.0 METERS (6.6 FT) SOUTH OF THE NORTH EDGE OF THE
 HM0436'OUTCROP.
 HM0436'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 HM0436'THE MARK IS 1.0 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0405 ***********************************************************************
 HM0405  DESIGNATION -  H 398
 HM0405  PID         -  HM0405
 HM0405  STATE/COUNTY-  CO/MONTEZUMA
 HM0405  USGS QUAD   -  THOMPSON PARK (1963)
 HM0405
 HM0405                         *CURRENT SURVEY CONTROL
 HM0405  ___________________________________________________________________
 HM0405* NAD 83(1986)-  37 21 33.     (N)    108 14 28.     (W)     SCALED    
 HM0405* NAVD 88     -      2243.348  (meters)    7360.05   (feet)  ADJUSTED  
 HM0405  ___________________________________________________________________
 HM0405  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 HM0405  DYNAMIC HT  -        2240.429 (meters)    7350.47  (feet)  COMP
 HM0405  MODELED GRAV-     979,248.6   (mgal)                       NAVD 88
 HM0405
 HM0405  VERT ORDER  -  FIRST     CLASS II
 HM0405
 HM0405.The horizontal coordinates were scaled from a topographic map and have
 HM0405.an estimated accuracy of +/- 6 seconds.
 HM0405
 HM0405.The orthometric height was determined by differential leveling
 HM0405.and adjusted by the National Geodetic Survey in June 1991..
 HM0405
 HM0405.The geoid height was determined by GEOID03.
 HM0405
 HM0405.The dynamic height is computed by dividing the NAVD 88
 HM0405.geopotential number by the normal gravity value computed on the
 HM0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0405.degrees latitude (g = 980.6199 gals.).
 HM0405
 HM0405.The modeled gravity was interpolated from observed gravity values.
 HM0405
 HM0405;                    North         East    Units  Estimated Accuracy
 HM0405;SPC CO S     -   385,220.      671,600.      MT  (+/- 180 meters Scaled)
 HM0405
 HM0405                          SUPERSEDED SURVEY CONTROL
 HM0405
 HM0405.No superseded survey control is available for this station.
 HM0405
 HM0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG443382(NAD 83)
 HM0405_MARKER: I = METAL ROD
 HM0405_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HM0405_SP_SET: STAINLESS STEEL ROD
 HM0405_STAMPING: H 398 1984
 HM0405_MARK LOGO: NGS   
 HM0405_PROJECTION: FLUSH
 HM0405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0405_ROD/PIPE-DEPTH: 6.1  meters
 HM0405
 HM0405  HISTORY     - Date     Condition        Report By
 HM0405  HISTORY     - 1984     MONUMENTED       NGS
 HM0405
 HM0405                          STATION DESCRIPTION
 HM0405
 HM0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0405'33.9 KM (21.05 MI) EAST FROM CORTEZ.
 HM0405'33.9 KM (21.05 MI) EASTERLY ALONG U.S. HIGHWAY 160 FROM ITS WEST
 HM0405'JUNCTION WITH U.S. HIGHWAY 666 IN CORTEZ, 0.5 KM (0.3 MI) EAST OF THE
 HM0405'INTERSECTION OF COUNTY ROAD 44, AT THE WEST END OF A SMALL HIGHWAY
 HM0405'CUT, AND 19.0 METERS (62.3 FT) SOUTH OF THE CENTERLINE OF THE EAST
 HM0405'BOUND LANES OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 HM0405'A 5-INCH LOGO CAP.
 HM0405'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 HM0405'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0399 ***********************************************************************
 HK0399  DESIGNATION -  H 399
 HK0399  PID         -  HK0399
 HK0399  STATE/COUNTY-  CO/CONEJOS
 HK0399  USGS QUAD   -  MANASSA (1982)
 HK0399
 HK0399                         *CURRENT SURVEY CONTROL
 HK0399  ___________________________________________________________________
 HK0399* NAD 83(1986)-  37 12 33.     (N)    105 58 41.     (W)     SCALED    
 HK0399* NAVD 88     -      2338.180  (meters)    7671.18   (feet)  ADJUSTED  
 HK0399  ___________________________________________________________________
 HK0399  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 HK0399  DYNAMIC HT  -        2335.080 (meters)    7661.01  (feet)  COMP
 HK0399  MODELED GRAV-     979,220.4   (mgal)                       NAVD 88
 HK0399
 HK0399  VERT ORDER  -  FIRST     CLASS II
 HK0399
 HK0399.The horizontal coordinates were scaled from a topographic map and have
 HK0399.an estimated accuracy of +/- 6 seconds.
 HK0399
 HK0399.The orthometric height was determined by differential leveling
 HK0399.and adjusted by the National Geodetic Survey in June 1991..
 HK0399
 HK0399.The geoid height was determined by GEOID03.
 HK0399
 HK0399.The dynamic height is computed by dividing the NAVD 88
 HK0399.geopotential number by the normal gravity value computed on the
 HK0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0399.degrees latitude (g = 980.6199 gals.).
 HK0399
 HK0399.The modeled gravity was interpolated from observed gravity values.
 HK0399
 HK0399;                    North         East    Units  Estimated Accuracy
 HK0399;SPC CO S     -   365,120.      871,970.      MT  (+/- 180 meters Scaled)
 HK0399
 HK0399                          SUPERSEDED SURVEY CONTROL
 HK0399
 HK0399.No superseded survey control is available for this station.
 HK0399
 HK0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB132185(NAD 83)
 HK0399_MARKER: I = METAL ROD
 HK0399_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HK0399_SP_SET: STAINLESS STEEL ROD
 HK0399_STAMPING: H 399 1984
 HK0399_MARK LOGO: NGS   
 HK0399_PROJECTION: FLUSH
 HK0399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0399_ROD/PIPE-DEPTH: 3.1  meters
 HK0399
 HK0399  HISTORY     - Date     Condition        Report By
 HK0399  HISTORY     - 1984     MONUMENTED       NGS
 HK0399
 HK0399                          STATION DESCRIPTION
 HK0399
 HK0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HK0399'15.0 KM (9.3 MI) NORTH FROM ANTONITO.
 HK0399'15.0 KM (9.3 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE
 HK0399'IN ANTONITO, 0.3 KM (0.2 MI) NORTH OF RAILROAD MILEPOST 271, 93.7 M
 HK0399'(307.4 FT) SOUTH OF THE EXTENDED CENTER OF A GRAVELED ROAD LEADING
 HK0399'WEST, 41.3 M (135.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 13.1 M
 HK0399'(43.0 FT) EAST OF THE NEAR RAIL OF THE DENVER AND RIO GRANDE WESTERN
 HK0399'RAILROAD, AND 11.5 M (37.7 FT) SOUTH OF THE CENTER OF A PRIVATE
 HK0399'DRIVEWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 HK0399'CAP.
 HK0399'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST AND FENCE
 HK0399'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0220 ***********************************************************************
 JL0220  DESIGNATION -  H 4
 JL0220  PID         -  JL0220
 JL0220  STATE/COUNTY-  CO/GUNNISON
 JL0220  USGS QUAD   -  GUNNISON (1970)
 JL0220
 JL0220                         *CURRENT SURVEY CONTROL
 JL0220  ___________________________________________________________________
 JL0220* NAD 83(1986)-  38 32 54.     (N)    106 55 06.     (W)     SCALED    
 JL0220* NAVD 88     -      2358.903  (meters)    7739.17   (feet)  ADJUSTED  
 JL0220  ___________________________________________________________________
 JL0220  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 JL0220  DYNAMIC HT  -        2356.028 (meters)    7729.74  (feet)  COMP
 JL0220  MODELED GRAV-     979,324.9   (mgal)                       NAVD 88
 JL0220
 JL0220  VERT ORDER  -  FIRST     CLASS II
 JL0220
 JL0220.The horizontal coordinates were scaled from a topographic map and have
 JL0220.an estimated accuracy of +/- 6 seconds.
 JL0220
 JL0220.The orthometric height was determined by differential leveling
 JL0220.and adjusted by the National Geodetic Survey in June 1991..
 JL0220
 JL0220.The geoid height was determined by GEOID03.
 JL0220
 JL0220.The dynamic height is computed by dividing the NAVD 88
 JL0220.geopotential number by the normal gravity value computed on the
 JL0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0220.degrees latitude (g = 980.6199 gals.).
 JL0220
 JL0220.The modeled gravity was interpolated from observed gravity values.
 JL0220
 JL0220;                    North         East    Units  Estimated Accuracy
 JL0220;SPC CO C     -   385,140.      790,770.      MT  (+/- 180 meters Scaled)
 JL0220
 JL0220                          SUPERSEDED SURVEY CONTROL
 JL0220
 JL0220  NGVD 29 (??/??/92) 2357.376  (m)         7734.16   (f) ADJ UNCH    1 2
 JL0220
 JL0220.Superseded values are not recommended for survey control.
 JL0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0220.See file dsdata.txt to determine how the superseded data were derived.
 JL0220
 JL0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC328684(NAD 83)
 JL0220_MARKER: DD = SURVEY DISK
 JL0220_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JL0220_SP_SET: STEP
 JL0220_STAMPING: 7734.158 H 4 1926
 JL0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JL0220
 JL0220  HISTORY     - Date     Condition        Report By
 JL0220  HISTORY     - 1926     MONUMENTED       USGS
 JL0220  HISTORY     - 1960     GOOD             NGS
 JL0220  HISTORY     - 20030620 MARK NOT FOUND   USPSQD
 JL0220
 JL0220                          STATION DESCRIPTION
 JL0220
 JL0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JL0220'IN GUNNISON.
 JL0220'AT GUNNISON, GUNNISON COUNTY, AT THE WESTERN STATE COLLEGE BUILDING,
 JL0220'IN THE SOUTH BALUSTRADE AT THE WEST ENTRANCE, AND 1 FOOT HIGHER THAN
 JL0220'THE BOTTOM STEP.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 JL0220'STAMPED 7734.158 H 4 1926 AND SET VERTICALLY.
 JL0220
 JL0220                          STATION RECOVERY (2003)
 JL0220
 JL0220'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 JL0220' 
 JL0220' 
 JL0220' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0890 ***********************************************************************
 KK0890  DESIGNATION -  H 4
 KK0890  PID         -  KK0890
 KK0890  STATE/COUNTY-  CO/PARK
 KK0890  USGS QUAD   -  FAIRPLAY EAST (1956)
 KK0890
 KK0890                         *CURRENT SURVEY CONTROL
 KK0890  ___________________________________________________________________
 KK0890* NAD 83(1986)-  39 13 21.     (N)    105 59 53.     (W)     SCALED    
 KK0890* NAVD 88     -      3032.545  (meters)    9949.27   (feet)  ADJUSTED  
 KK0890  ___________________________________________________________________
 KK0890  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 KK0890  DYNAMIC HT  -        3028.583 (meters)    9936.28  (feet)  COMP
 KK0890  MODELED GRAV-     979,210.0   (mgal)                       NAVD 88
 KK0890
 KK0890  VERT ORDER  -  FIRST     CLASS II
 KK0890
 KK0890.The horizontal coordinates were scaled from a topographic map and have
 KK0890.an estimated accuracy of +/- 6 seconds.
 KK0890
 KK0890.The orthometric height was determined by differential leveling
 KK0890.and adjusted by the National Geodetic Survey in June 1991..
 KK0890
 KK0890.The geoid height was determined by GEOID03.
 KK0890
 KK0890.The dynamic height is computed by dividing the NAVD 88
 KK0890.geopotential number by the normal gravity value computed on the
 KK0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0890.degrees latitude (g = 980.6199 gals.).
 KK0890
 KK0890.The modeled gravity was interpolated from observed gravity values.
 KK0890
 KK0890;                    North         East    Units  Estimated Accuracy
 KK0890;SPC CO C     -   459,130.      871,400.      MT  (+/- 180 meters Scaled)
 KK0890
 KK0890                          SUPERSEDED SURVEY CONTROL
 KK0890
 KK0890  NGVD 29 (??/??/92) 3030.834  (m)         9943.66   (f) ADJ UNCH    1 2
 KK0890
 KK0890.Superseded values are not recommended for survey control.
 KK0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0890.See file dsdata.txt to determine how the superseded data were derived.
 KK0890
 KK0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD138419(NAD 83)
 KK0890_MARKER: DD = SURVEY DISK
 KK0890_SETTING: 80 = SET IN A BOULDER
 KK0890_STAMPING: H 4 1927
 KK0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0890+STABILITY: SURFACE MOTION
 KK0890
 KK0890  HISTORY     - Date     Condition        Report By
 KK0890  HISTORY     - 1927     MONUMENTED       USGS
 KK0890  HISTORY     - 1951     GOOD             NGS
 KK0890  HISTORY     - 1954     GOOD             NGS
 KK0890  HISTORY     - 20020902 MARK NOT FOUND   GEOCAC
 KK0890
 KK0890                          STATION DESCRIPTION
 KK0890
 KK0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0890'AT FAIRPLAY.
 KK0890'AT FAIRPLAY, 37 FEET SOUTH OF THE CENTER LINE OF THE MAIN STREET,
 KK0890'5 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE LINDSEY AND
 KK0890'BIRCH VARIETY STORE, IN A 10X16 FOOT FLOWER AND ROCK GARDEN, 3.7
 KK0890'FEET ABOVE THE GROUND, SET IN THE TOP OF A GRANITE BOULDER.
 KK0890
 KK0890                          STATION RECOVERY (1954)
 KK0890
 KK0890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 KK0890'RECOVERED IN GOOD CONDITION.
 KK0890
 KK0890                          STATION RECOVERY (2002)
 KK0890
 KK0890'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 KK0890'UNABLE TO FIND THE BOULDER OR THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0083 ***********************************************************************
 JK0083  DESIGNATION -  H 4
 JK0083  PID         -  JK0083
 JK0083  STATE/COUNTY-  CO/PUEBLO
 JK0083  USGS QUAD   -  NORTHWEST PUEBLO (1994)
 JK0083
 JK0083                         *CURRENT SURVEY CONTROL
 JK0083  ___________________________________________________________________
 JK0083* NAD 83(1986)-  38 16 02.     (N)    104 39 28.     (W)     SCALED    
 JK0083* NAVD 88     -      1432.688  (meters)    4700.41   (feet)  ADJUSTED  
 JK0083  ___________________________________________________________________
 JK0083  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 JK0083  DYNAMIC HT  -        1431.184 (meters)    4695.48  (feet)  COMP
 JK0083  MODELED GRAV-     979,530.3   (mgal)                       NAVD 88
 JK0083
 JK0083  VERT ORDER  -  FIRST     CLASS II
 JK0083
 JK0083.The horizontal coordinates were scaled from a topographic map and have
 JK0083.an estimated accuracy of +/- 6 seconds.
 JK0083
 JK0083.The orthometric height was determined by differential leveling
 JK0083.and adjusted by the National Geodetic Survey in June 1991..
 JK0083
 JK0083.The geoid height was determined by GEOID03.
 JK0083
 JK0083.The dynamic height is computed by dividing the NAVD 88
 JK0083.geopotential number by the normal gravity value computed on the
 JK0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0083.degrees latitude (g = 980.6199 gals.).
 JK0083
 JK0083.The modeled gravity was interpolated from observed gravity values.
 JK0083
 JK0083;                    North         East    Units  Estimated Accuracy
 JK0083;SPC CO S     -   482,770.      988,100.      MT  (+/- 180 meters Scaled)
 JK0083
 JK0083                          SUPERSEDED SURVEY CONTROL
 JK0083
 JK0083  NGVD 29 (??/??/92) 1431.809  (m)         4697.53   (f) ADJ UNCH    1 2
 JK0083
 JK0083.Superseded values are not recommended for survey control.
 JK0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0083.See file dsdata.txt to determine how the superseded data were derived.
 JK0083
 JK0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC299355(NAD 83)
 JK0083_MARKER: DB = BENCH MARK DISK
 JK0083_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JK0083_SP_SET: TRAP DOOR FOUNDATION
 JK0083_STAMPING: H 4 1925 4697.615
 JK0083_MARK LOGO: CGS   
 JK0083_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0083+STABILITY: SURFACE MOTION
 JK0083_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JK0083+SATELLITE: SATELLITE OBSERVATIONS - January 04, 1996
 JK0083
 JK0083  HISTORY     - Date     Condition        Report By
 JK0083  HISTORY     - 1925     MONUMENTED       CGS
 JK0083  HISTORY     - 1953     GOOD             NGS
 JK0083  HISTORY     - 1984     GOOD             NGS
 JK0083  HISTORY     - 19960104 GOOD             CODOT
 JK0083
 JK0083                          STATION DESCRIPTION
 JK0083
 JK0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0083'2.7 MI W FROM PUEBLO.
 JK0083'2.7 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0083'FROM THE STATION AT PUEBLO, AT THE PUEBLO PUBLIC ATER WORKS DAM,
 JK0083'72 FEET NORTH OF THE NORTH RAIL, AT THE SOUTHEAST END OF THE
 JK0083'SPILLWAY, 23 FEET NORTHWEST OF THE NORTHWEST CORNER OF A WOODEN
 JK0083'BUILDING, 4 FEET SOUTH OF THE SOUTH EDGE OF THE SOUTHEAST END
 JK0083'OF A FOOT BRIDGE, 2.1 FEET WEST OF A STEEL TRAP DOOR, 0.2 FOOT
 JK0083'SOUTH OF THE SOUTH EDGE OF A SQUARE CONCRETE MONUMENT, SET
 JK0083'IN THE TOP OF THE 8X8 FOOT CONCRETE FOUNDATION OF THE TRAP DOOR.
 JK0083
 JK0083                          STATION RECOVERY (1984)
 JK0083
 JK0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0083'RECOVERED IN GOOD CONDITION.
 JK0083
 JK0083                          STATION RECOVERY (1996)
 JK0083
 JK0083'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (PG)
 JK0083'RECOVERED IN GOOD CONDITION.  CONCRETE SLAB IS GONE.  DISK STILL IN
 JK0083'PLACE, AGAINST THE WALL.  DISK IS COVERED WITH PAINT.  IT SITS BELOW
 JK0083'AND TO THE NORTH OF A GATE IN THE FENCE ON TOP OF THE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0526 ***********************************************************************
 JL0526  DESIGNATION -  H 4 RESET
 JL0526  PID         -  JL0526
 JL0526  STATE/COUNTY-  CO/GUNNISON
 JL0526  USGS QUAD   -  GUNNISON (1970)
 JL0526
 JL0526                         *CURRENT SURVEY CONTROL
 JL0526  ___________________________________________________________________
 JL0526* NAD 83(1986)-  38 32 54.     (N)    106 55 05.     (W)     SCALED    
 JL0526* NAVD 88     -      2358.906  (meters)    7739.18   (feet)  ADJUSTED  
 JL0526  ___________________________________________________________________
 JL0526  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 JL0526  DYNAMIC HT  -        2356.031 (meters)    7729.74  (feet)  COMP
 JL0526  MODELED GRAV-     979,324.7   (mgal)                       NAVD 88
 JL0526
 JL0526  VERT ORDER  -  FIRST     CLASS II
 JL0526
 JL0526.The horizontal coordinates were scaled from a topographic map and have
 JL0526.an estimated accuracy of +/- 6 seconds.
 JL0526
 JL0526.The orthometric height was determined by differential leveling
 JL0526.and adjusted by the National Geodetic Survey in June 1991..
 JL0526
 JL0526.The geoid height was determined by GEOID03.
 JL0526
 JL0526.The dynamic height is computed by dividing the NAVD 88
 JL0526.geopotential number by the normal gravity value computed on the
 JL0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0526.degrees latitude (g = 980.6199 gals.).
 JL0526
 JL0526.The modeled gravity was interpolated from observed gravity values.
 JL0526
 JL0526;                    North         East    Units  Estimated Accuracy
 JL0526;SPC CO C     -   385,140.      790,790.      MT  (+/- 180 meters Scaled)
 JL0526
 JL0526                          SUPERSEDED SURVEY CONTROL
 JL0526
 JL0526.No superseded survey control is available for this station.
 JL0526
 JL0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC328684(NAD 83)
 JL0526_MARKER: DB = BENCH MARK DISK
 JL0526_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JL0526_SP_SET: BUILDING
 JL0526_STAMPING: H 4 1926 RESET 1963 7734.15
 JL0526_MARK LOGO: USGS  
 JL0526_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0526+STABILITY: POSITION/ELEVATION WELL
 JL0526
 JL0526  HISTORY     - Date     Condition        Report By
 JL0526  HISTORY     - 1963     MONUMENTED       USGS
 JL0526  HISTORY     - 1984     GOOD             NGS
 JL0526  HISTORY     - 20030620 GOOD             USPSQD
 JL0526
 JL0526                          STATION DESCRIPTION
 JL0526
 JL0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0526'1.1 KM (0.7 MI) NE FROM GUNNISON.
 JL0526'0.7 KM (0.45 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH
 JL0526'STATE HIGHWAY 135 IN GUNNISON, THENCE 0.4 KM (0.25 MI) NORTH ALONG
 JL0526'ADAMS STREET, SET VERTICALLY IN THE WEST FACE OF THE MAIN BUILDING OF
 JL0526'THE WESTERN STATE COLLEGE, AND 1.5 M (4.9 FT) SOUTH OF THE SOUTH
 JL0526'ENTRANCE TO THE COLLEGE.
 JL0526'THE MARK IS 1.3 M ABOVE THE GROUND.
 JL0526
 JL0526                          STATION RECOVERY (2003)
 JL0526
 JL0526'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 JL0526' 
 JL0526' 
 JL0526' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0487 ***********************************************************************
 JJ0487  DESIGNATION -  H 40
 JJ0487  PID         -  JJ0487
 JJ0487  STATE/COUNTY-  CO/OTERO
 JJ0487  USGS QUAD   -  MANZANOLA (1954)
 JJ0487
 JJ0487                         *CURRENT SURVEY CONTROL
 JJ0487  ___________________________________________________________________
 JJ0487* NAD 83(1986)-  38 06 33.     (N)    103 51 57.     (W)     SCALED    
 JJ0487* NAVD 88     -      1296.794  (meters)    4254.56   (feet)  ADJUSTED  
 JJ0487  ___________________________________________________________________
 JJ0487  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 JJ0487  DYNAMIC HT  -        1295.482 (meters)    4250.26  (feet)  COMP
 JJ0487  MODELED GRAV-     979,572.4   (mgal)                       NAVD 88
 JJ0487
 JJ0487  VERT ORDER  -  FIRST     CLASS II
 JJ0487
 JJ0487.The horizontal coordinates were scaled from a topographic map and have
 JJ0487.an estimated accuracy of +/- 6 seconds.
 JJ0487
 JJ0487.The orthometric height was determined by differential leveling
 JJ0487.and adjusted by the National Geodetic Survey in June 1991..
 JJ0487
 JJ0487.The geoid height was determined by GEOID03.
 JJ0487
 JJ0487.The dynamic height is computed by dividing the NAVD 88
 JJ0487.geopotential number by the normal gravity value computed on the
 JJ0487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0487.degrees latitude (g = 980.6199 gals.).
 JJ0487
 JJ0487.The modeled gravity was interpolated from observed gravity values.
 JJ0487
 JJ0487;                    North         East    Units  Estimated Accuracy
 JJ0487;SPC CO S     -   466,150.    1,057,710.      MT  (+/- 180 meters Scaled)
 JJ0487
 JJ0487                          SUPERSEDED SURVEY CONTROL
 JJ0487
 JJ0487  NGVD 29 (??/??/92) 1296.095  (m)         4252.27   (f) ADJ UNCH    1 2
 JJ0487
 JJ0487.Superseded values are not recommended for survey control.
 JJ0487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0487.See file dsdata.txt to determine how the superseded data were derived.
 JJ0487
 JJ0487_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC994185(NAD 83)
 JJ0487_MARKER: DB = BENCH MARK DISK
 JJ0487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0487_STAMPING: H 40 1933
 JJ0487_MARK LOGO: CGS   
 JJ0487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0487+STABILITY: SURFACE MOTION
 JJ0487
 JJ0487  HISTORY     - Date     Condition        Report By
 JJ0487  HISTORY     - 1933     MONUMENTED       CGS
 JJ0487  HISTORY     - 1960     GOOD             NGS
 JJ0487  HISTORY     - 1985     GOOD             NGS
 JJ0487
 JJ0487                          STATION DESCRIPTION
 JJ0487
 JJ0487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JJ0487'AT MANZANOLA.
 JJ0487'AT MANZANOLA, 165 FEET EAST OF THE ATCHISON, TOPEKA AND SANTA FE
 JJ0487'RAILWAY STATION, AT MILEAGE 574.5, AT THE NORTHEAST CORNER OF A SMALL
 JJ0487'PARK, 66 FEET WEST OF THE CENTERLINE OF A PAVED STREET, AND 66 FEET
 JJ0487'SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED H
 JJ0487'40 1933 AND SET IN THE TOP OF A CONCRETE POST.
 JJ0487
 JJ0487                          STATION RECOVERY (1985)
 JJ0487
 JJ0487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0487'RECOVERED IN GOOD CONDITION.  ADD--0.3 M (1.0 FT) EAST OF A WITNESS
 JJ0487'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0899 ***********************************************************************
 JK0899  DESIGNATION -  H 400
 JK0899  PID         -  JK0899
 JK0899  STATE/COUNTY-  CO/SAGUACHE
 JK0899  USGS QUAD   -  MOFFAT NORTH (1979)
 JK0899
 JK0899                         *CURRENT SURVEY CONTROL
 JK0899  ___________________________________________________________________
 JK0899* NAD 83(1986)-  38 06 43.     (N)    105 55 13.     (W)     SCALED    
 JK0899* NAVD 88     -      2329.992  (meters)    7644.32   (feet)  ADJUSTED  
 JK0899  ___________________________________________________________________
 JK0899  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 JK0899  DYNAMIC HT  -        2327.059 (meters)    7634.69  (feet)  COMP
 JK0899  MODELED GRAV-     979,286.8   (mgal)                       NAVD 88
 JK0899
 JK0899  VERT ORDER  -  FIRST     CLASS II
 JK0899
 JK0899.The horizontal coordinates were scaled from a topographic map and have
 JK0899.an estimated accuracy of +/- 6 seconds.
 JK0899
 JK0899.The orthometric height was determined by differential leveling
 JK0899.and adjusted by the National Geodetic Survey in June 1991..
 JK0899
 JK0899.The geoid height was determined by GEOID03.
 JK0899
 JK0899.The dynamic height is computed by dividing the NAVD 88
 JK0899.geopotential number by the normal gravity value computed on the
 JK0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0899.degrees latitude (g = 980.6199 gals.).
 JK0899
 JK0899.The modeled gravity was interpolated from observed gravity values.
 JK0899
 JK0899;                    North         East    Units  Estimated Accuracy
 JK0899;SPC CO S     -   465,290.      877,550.      MT  (+/- 180 meters Scaled)
 JK0899
 JK0899                          SUPERSEDED SURVEY CONTROL
 JK0899
 JK0899.No superseded survey control is available for this station.
 JK0899
 JK0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC193186(NAD 83)
 JK0899_MARKER: I = METAL ROD
 JK0899_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK0899_SP_SET: STAINLESS STEEL ROD
 JK0899_STAMPING: H 400 1984
 JK0899_MARK LOGO: NGS   
 JK0899_PROJECTION: FLUSH
 JK0899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0899_ROD/PIPE-DEPTH: 10.7 meters
 JK0899
 JK0899  HISTORY     - Date     Condition        Report By
 JK0899  HISTORY     - 1984     MONUMENTED       NGS
 JK0899
 JK0899                          STATION DESCRIPTION
 JK0899
 JK0899'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0899'12.4 KM (7.7 MI) NORTH FROM MOFFAT.
 JK0899'12.4 KM (7.7 MI) NORTHERLY ALONG STATE HIGHWAY 17 FROM THE POST OFFICE
 JK0899'IN MOFFAT, 44.8 M (147.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 JK0899'14.6 M (47.9 FT) EAST OF THE CENTER OF A TRACK ROAD, AND 7.9 M (25.9
 JK0899'FT) SOUTH OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 JK0899'THROUGH A 5-INCH LOGO CAP.
 JK0899'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 JK0899'THE MARK IS 1.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1046 ***********************************************************************
 LL1046  DESIGNATION -  H 401
 LL1046  PID         -  LL1046
 LL1046  STATE/COUNTY-  CO/LARIMER
 LL1046  USGS QUAD   -  LOVELAND (1984)
 LL1046
 LL1046                         *CURRENT SURVEY CONTROL
 LL1046  ___________________________________________________________________
 LL1046* NAD 83(1986)-  40 24 52.     (N)    105 05 49.     (W)     SCALED    
 LL1046* NAVD 88     -      1529.165  (meters)    5016.94   (feet)  ADJUSTED  
 LL1046  ___________________________________________________________________
 LL1046  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 LL1046  DYNAMIC HT  -        1527.843 (meters)    5012.60  (feet)  COMP
 LL1046  MODELED GRAV-     979,707.3   (mgal)                       NAVD 88
 LL1046
 LL1046  VERT ORDER  -  FIRST     CLASS II
 LL1046
 LL1046.The horizontal coordinates were scaled from a topographic map and have
 LL1046.an estimated accuracy of +/- 6 seconds.
 LL1046
 LL1046.The orthometric height was determined by differential leveling
 LL1046.and adjusted by the National Geodetic Survey in June 1991..
 LL1046
 LL1046.The geoid height was determined by GEOID03.
 LL1046
 LL1046.The dynamic height is computed by dividing the NAVD 88
 LL1046.geopotential number by the normal gravity value computed on the
 LL1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1046.degrees latitude (g = 980.6199 gals.).
 LL1046
 LL1046.The modeled gravity was interpolated from observed gravity values.
 LL1046
 LL1046;                    North         East    Units  Estimated Accuracy
 LL1046;SPC CO N     -   424,920.      948,610.      MT  (+/- 180 meters Scaled)
 LL1046
 LL1046                          SUPERSEDED SURVEY CONTROL
 LL1046
 LL1046  NGVD 29 (??/??/??) 1528.292  (m)         5014.07   (f) ADJUSTED    1 2
 LL1046
 LL1046.Superseded values are not recommended for survey control.
 LL1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1046.See file dsdata.txt to determine how the superseded data were derived.
 LL1046
 LL1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE917737(NAD 83)
 LL1046_MARKER: I = METAL ROD
 LL1046_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1046_SP_SET: STAINLESS STEEL ROD
 LL1046_STAMPING: H 401 1984
 LL1046_MARK LOGO: NGS   
 LL1046_PROJECTION: FLUSH
 LL1046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1046+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2005
 LL1046_ROD/PIPE-DEPTH: 4.9  meters
 LL1046
 LL1046  HISTORY     - Date     Condition        Report By
 LL1046  HISTORY     - 1984     MONUMENTED       NGS
 LL1046  HISTORY     - 20020423 GOOD             USPSQD
 LL1046  HISTORY     - 20050811 GOOD             USPSQD
 LL1046
 LL1046                          STATION DESCRIPTION
 LL1046
 LL1046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1046'IN LOVELAND.
 LL1046'IN LOVELAND, AT THE INTERSECTION OF TAFT AVENUE AND WEST 22ND STREET,
 LL1046'11.3 METERS (37.1 FT) NORTH OF THE CENTERLINE OF WEST 22ND STREET,
 LL1046'7.8 METERS (25.6 FT) WEST OF THE CENTER OF THE SOUTH BOUND LANES OF
 LL1046'TAFT AVENUE, AND 2.3 METERS (7.5 FT) WEST OF A UTILITY POLE.
 LL1046'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LL1046'THE MARK IS 0.2 M ABOVE THE AVENUE.
 LL1046
 LL1046                          STATION RECOVERY (2002)
 LL1046
 LL1046'RECOVERY NOTE BY US POWER SQUADRON 2002 (KFJ)
 LL1046'RECOVERED IN GOOD CONDITION.
 LL1046
 LL1046                          STATION RECOVERY (2005)
 LL1046
 LL1046'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 LL1046'FOUND AS DESCRIBED. ORANGE WITNESS POST IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1053 ***********************************************************************
 LL1053  DESIGNATION -  H 402
 LL1053  PID         -  LL1053
 LL1053  STATE/COUNTY-  CO/LARIMER
 LL1053  USGS QUAD   -  BERTHOUD (1984)
 LL1053
 LL1053                         *CURRENT SURVEY CONTROL
 LL1053  ___________________________________________________________________
 LL1053* NAD 83(1986)-  40 22 06.     (N)    105 04 22.     (W)     SCALED    
 LL1053* NAVD 88     -      1536.733  (meters)    5041.76   (feet)  ADJUSTED  
 LL1053  ___________________________________________________________________
 LL1053  GEOID HEIGHT-         -16.53  (meters)                     GEOID03
 LL1053  DYNAMIC HT  -        1535.392 (meters)    5037.37  (feet)  COMP
 LL1053  MODELED GRAV-     979,699.3   (mgal)                       NAVD 88
 LL1053
 LL1053  VERT ORDER  -  FIRST     CLASS II
 LL1053
 LL1053.The horizontal coordinates were scaled from a topographic map and have
 LL1053.an estimated accuracy of +/- 6 seconds.
 LL1053
 LL1053.The orthometric height was determined by differential leveling
 LL1053.and adjusted by the National Geodetic Survey in June 1991..
 LL1053
 LL1053.The geoid height was determined by GEOID03.
 LL1053
 LL1053.The dynamic height is computed by dividing the NAVD 88
 LL1053.geopotential number by the normal gravity value computed on the
 LL1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1053.degrees latitude (g = 980.6199 gals.).
 LL1053
 LL1053.The modeled gravity was interpolated from observed gravity values.
 LL1053
 LL1053;                    North         East    Units  Estimated Accuracy
 LL1053;SPC CO N     -   419,810.      950,690.      MT  (+/- 180 meters Scaled)
 LL1053
 LL1053                          SUPERSEDED SURVEY CONTROL
 LL1053
 LL1053  NGVD 29 (??/??/??) 1535.855  (m)         5038.88   (f) ADJUSTED    1 2
 LL1053
 LL1053.Superseded values are not recommended for survey control.
 LL1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1053.See file dsdata.txt to determine how the superseded data were derived.
 LL1053
 LL1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE938686(NAD 83)
 LL1053_MARKER: I = METAL ROD
 LL1053_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1053_SP_SET: STAINLESS STEEL ROD
 LL1053_STAMPING: H 402 1984
 LL1053_MARK LOGO: NGS   
 LL1053_PROJECTION: FLUSH
 LL1053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1053+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2005
 LL1053_ROD/PIPE-DEPTH: 7.0  meters
 LL1053
 LL1053  HISTORY     - Date     Condition        Report By
 LL1053  HISTORY     - 1984     MONUMENTED       NGS
 LL1053  HISTORY     - 20050811 GOOD             USPSQD
 LL1053
 LL1053                          STATION DESCRIPTION
 LL1053
 LL1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1053'4.4 KM (2.75 MI) SOUTH FROM LOVELAND.
 LL1053'4.4 KM (2.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 LL1053'WITH U.S. HIGHWAY 34 IN LOVELAND, 16.1 METERS (52.8 FT) EAST OF THE
 LL1053'CENTERLINE OF THE HIGHWAY, AND 12.1 METERS (39.7 FT) SOUTH OF THE
 LL1053'CENTER OF A PRIVATE DRIVE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 LL1053'A 5-INCH LOGO CAP.
 LL1053'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 LL1053'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 LL1053
 LL1053                          STATION RECOVERY (2005)
 LL1053
 LL1053'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 LL1053'FOUND AS DESCRIBED. ORANGE WITNESS POST IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0336 ***********************************************************************
 HL0336  DESIGNATION -  H 403
 HL0336  PID         -  HL0336
 HL0336  STATE/COUNTY-  CO/LA PLATA
 HL0336  USGS QUAD   -  DURANGO WEST (1963)
 HL0336
 HL0336                         *CURRENT SURVEY CONTROL
 HL0336  ___________________________________________________________________
 HL0336* NAD 83(1986)-  37 15 51.     (N)    107 58 10.     (W)     SCALED    
 HL0336* NAVD 88     -      2216.198  (meters)    7270.98   (feet)  ADJUSTED  
 HL0336  ___________________________________________________________________
 HL0336  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 HL0336  DYNAMIC HT  -        2213.294 (meters)    7261.45  (feet)  COMP
 HL0336  MODELED GRAV-     979,240.9   (mgal)                       NAVD 88
 HL0336
 HL0336  VERT ORDER  -  FIRST     CLASS II
 HL0336
 HL0336.The horizontal coordinates were scaled from a topographic map and have
 HL0336.an estimated accuracy of +/- 6 seconds.
 HL0336
 HL0336.The orthometric height was determined by differential leveling
 HL0336.and adjusted by the National Geodetic Survey in June 1991..
 HL0336
 HL0336.The geoid height was determined by GEOID03.
 HL0336
 HL0336.The dynamic height is computed by dividing the NAVD 88
 HL0336.geopotential number by the normal gravity value computed on the
 HL0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0336.degrees latitude (g = 980.6199 gals.).
 HL0336
 HL0336.The modeled gravity was interpolated from observed gravity values.
 HL0336
 HL0336;                    North         East    Units  Estimated Accuracy
 HL0336;SPC CO S     -   374,010.      695,380.      MT  (+/- 180 meters Scaled)
 HL0336
 HL0336                          SUPERSEDED SURVEY CONTROL
 HL0336
 HL0336.No superseded survey control is available for this station.
 HL0336
 HL0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB366283(NAD 83)
 HL0336_MARKER: DB = BENCH MARK DISK
 HL0336_SETTING: 66 = SET IN ROCK OUTCROP
 HL0336_SP_SET: ROCK OUTCROP
 HL0336_STAMPING: H 403 1984
 HL0336_MARK LOGO: NGS   
 HL0336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0336
 HL0336  HISTORY     - Date     Condition        Report By
 HL0336  HISTORY     - 1984     MONUMENTED       NGS
 HL0336
 HL0336                          STATION DESCRIPTION
 HL0336
 HL0336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HL0336'9.7 KM (6.0 MI) WEST FROM DURANGO.
 HL0336'9.7 KM (6.0 MI) WESTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION WITH
 HL0336'U.S. HIGHWAY 550 IN DURANGO, 0.3 KM (0.2 MI) EAST OF THE INTERSECTION
 HL0336'OF A GRAVEL ROAD LEADING SOUTH, NEAR THE CENTER OF A 3- BY 48-FOOT
 HL0336'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 15.8 METERS (51.8 FT) WEST
 HL0336'OF THE NORTH END OF A 24-INCH METAL CULVERT, 15.0 METERS (49.2 FT)
 HL0336'SOUTH OF A FENCE, 14.0 METERS (45.9 FT) NORTH OF THE CENTERLINE OF THE
 HL0336'WEST BOUND LANES OF THE HIGHWAY, 1.8 METERS (5.9 FT) NORTHEAST OF THE
 HL0336'SOUTHWEST END OF THE OUTCROP, AND 0.5 METER (1.6 FT) NORTH OF THE
 HL0336'SOUTH EDGE OF THE OUTCROP.
 HL0336'THE MARK IS 0.2 METERS  E FROM A WITNESS POST.
 HL0336'THE MARK IS 2.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0867 ***********************************************************************
 JK0867  DESIGNATION -  H 405
 JK0867  PID         -  JK0867
 JK0867  STATE/COUNTY-  CO/EL PASO
 JK0867  USGS QUAD   -  CHEYENNE MOUNTAIN (1994)
 JK0867
 JK0867                         *CURRENT SURVEY CONTROL
 JK0867  ___________________________________________________________________
 JK0867* NAD 83(1986)-  38 43 36.     (N)    104 46 41.     (W)     SCALED    
 JK0867* NAVD 88     -      1818.716  (meters)    5966.90   (feet)  ADJUSTED  
 JK0867  ___________________________________________________________________
 JK0867  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 JK0867  DYNAMIC HT  -        1816.768 (meters)    5960.51  (feet)  COMP
 JK0867  MODELED GRAV-     979,492.8   (mgal)                       NAVD 88
 JK0867
 JK0867  VERT ORDER  -  FIRST     CLASS II
 JK0867
 JK0867.The horizontal coordinates were scaled from a topographic map and have
 JK0867.an estimated accuracy of +/- 6 seconds.
 JK0867
 JK0867.The orthometric height was determined by differential leveling
 JK0867.and adjusted by the National Geodetic Survey in June 1991..
 JK0867
 JK0867.The geoid height was determined by GEOID03.
 JK0867
 JK0867.The dynamic height is computed by dividing the NAVD 88
 JK0867.geopotential number by the normal gravity value computed on the
 JK0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0867.degrees latitude (g = 980.6199 gals.).
 JK0867
 JK0867.The modeled gravity was interpolated from observed gravity values.
 JK0867
 JK0867;                    North         East    Units  Estimated Accuracy
 JK0867;SPC CO C     -   404,220.      977,180.      MT  (+/- 180 meters Scaled)
 JK0867
 JK0867                          SUPERSEDED SURVEY CONTROL
 JK0867
 JK0867  NGVD 29 (??/??/??) 1817.713  (m)         5963.61   (f) ADJUSTED    1 2
 JK0867
 JK0867.Superseded values are not recommended for survey control.
 JK0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0867.See file dsdata.txt to determine how the superseded data were derived.
 JK0867
 JK0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC192864(NAD 83)
 JK0867_MARKER: I = METAL ROD
 JK0867_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK0867_SP_SET: STAINLESS STEEL ROD
 JK0867_STAMPING: H 405 1984
 JK0867_MARK LOGO: NGS   
 JK0867_PROJECTION: FLUSH
 JK0867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0867_ROD/PIPE-DEPTH: 10.9 meters
 JK0867
 JK0867  HISTORY     - Date     Condition        Report By
 JK0867  HISTORY     - 1984     MONUMENTED       NGS
 JK0867
 JK0867                          STATION DESCRIPTION
 JK0867
 JK0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0867'0.8 KM (0.5 MI) WEST FROM FORT CARSON.
 JK0867'0.5 KM (0.3 MI) SOUTHWESTERLY ALONG TITUS BOULEVARD FROM ITS JUNCTION
 JK0867'WITH SPECKER AVENUE IN FORT CARSON (MILITARY RESERVATION), THENCE
 JK0867'0.3 KM (0.2 MI) NORTHWESTERLY ACROSS COUNTRY, ON TOP OF AND NEAR THE
 JK0867'NORTHEAST EDGE OF A HILL, 30.5 METERS (100.1 FT) SOUTHWEST OF THE
 JK0867'CENTER OF A TRACK ROAD, 22.4 METERS (73.5 FT) EAST OF A UTILITY POLE
 JK0867'WITH A GUY WIRE AND TRANSFORMER, 18.8 METERS (61.7 FT) NORTH-NORTHWEST
 JK0867'OF A UTILITY POLE WITH A GUY WIRE, AND 2.0 METERS (6.6 FT) SOUTHWEST
 JK0867'OF THE EDGE OF THE HILL.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 JK0867'5-INCH LOGO CAP.
 JK0867'THE MARK IS 0.8 METERS  SE FROM A WITNESS POST.
 JK0867'THE MARK IS 10.9 M ABOVE THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1496 ***********************************************************************
 KK1496  DESIGNATION -  H 406
 KK1496  PID         -  KK1496
 KK1496  STATE/COUNTY-  CO/DENVER
 KK1496  USGS QUAD   -  ENGLEWOOD (1997)
 KK1496
 KK1496                         *CURRENT SURVEY CONTROL
 KK1496  ___________________________________________________________________
 KK1496* NAD 83(1986)-  39 41 31.     (N)    104 54 47.     (W)     SCALED    
 KK1496* NAVD 88     -      1643.697  (meters)    5392.70   (feet)  ADJUSTED  
 KK1496  ___________________________________________________________________
 KK1496  GEOID HEIGHT-         -17.31  (meters)                     GEOID03
 KK1496  DYNAMIC HT  -        1642.103 (meters)    5387.47  (feet)  COMP
 KK1496  MODELED GRAV-     979,599.6   (mgal)                       NAVD 88
 KK1496
 KK1496  VERT ORDER  -  FIRST     CLASS II
 KK1496
 KK1496.The horizontal coordinates were scaled from a topographic map and have
 KK1496.an estimated accuracy of +/- 6 seconds.
 KK1496
 KK1496.The orthometric height was determined by differential leveling
 KK1496.and adjusted by the National Geodetic Survey in June 1991..
 KK1496
 KK1496.The geoid height was determined by GEOID03.
 KK1496
 KK1496.The dynamic height is computed by dividing the NAVD 88
 KK1496.geopotential number by the normal gravity value computed on the
 KK1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1496.degrees latitude (g = 980.6199 gals.).
 KK1496
 KK1496.The modeled gravity was interpolated from observed gravity values.
 KK1496
 KK1496;                    North         East    Units  Estimated Accuracy
 KK1496;SPC CO C     -   511,290.      964,750.      MT  (+/- 180 meters Scaled)
 KK1496
 KK1496                          SUPERSEDED SURVEY CONTROL
 KK1496
 KK1496  NGVD 29 (??/??/??) 1642.779  (m)         5389.68   (f) ADJUSTED    1 2
 KK1496
 KK1496.Superseded values are not recommended for survey control.
 KK1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1496.See file dsdata.txt to determine how the superseded data were derived.
 KK1496
 KK1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED074935(NAD 83)
 KK1496_MARKER: DB = BENCH MARK DISK
 KK1496_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 KK1496_SP_SET: TOWER FOUNDATION
 KK1496_STAMPING: H 406 1984
 KK1496_MARK LOGO: NGS   
 KK1496_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1496+STABILITY: POSITION/ELEVATION WELL
 KK1496
 KK1496  HISTORY     - Date     Condition        Report By
 KK1496  HISTORY     - 1984     MONUMENTED       NGS
 KK1496
 KK1496                          STATION DESCRIPTION
 KK1496
 KK1496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1496'IN DENVER.
 KK1496'IN DENVER, AT THE JUNCTION OF SOUTH MONACO STREET PARKWAY AND CHERRY
 KK1496'CREEK NORTH DRIVE, IN TOP OF THE SOUTHEAST EDGE OF THE CONCRETE
 KK1496'FOUNDATION OF THE SOUTHEAST LEG OF A STEEL HIGHLINE TOWER, 30.6 METERS
 KK1496'(100.4 FT) NORTHEAST OF THE CENTER OF THE DRIVE, 29.4 METERS (96.5 FT)
 KK1496'WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE PARKWAY,
 KK1496'0.2 METER (0.7 FT) SOUTHEAST OF THE SOUTHEAST LEG OF THE TOWER,
 KK1496'0.2 METER (0.7 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE FOUNDATION.
 KK1496'NOTE=THIS FOUNDATION IS TO A DEPTH OF 56.0 FEET AND IS SETTING ON
 KK1496'BEDROCK.
 KK1496'THE MARK IS ABOVE LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1373 ***********************************************************************
 KK1373  DESIGNATION -  H 407
 KK1373  PID         -  KK1373
 KK1373  STATE/COUNTY-  CO/JEFFERSON
 KK1373  USGS QUAD   -  MORRISON (1994)
 KK1373
 KK1373                         *CURRENT SURVEY CONTROL
 KK1373  ___________________________________________________________________
 KK1373* NAD 83(1992)-  39 44 45.75003(N)    105 12 31.41461(W)     ADJUSTED  
 KK1373* NAVD 88     -      1752.996  (meters)    5751.29   (feet)  ADJUSTED  
 KK1373  ___________________________________________________________________
 KK1373  X           -  -1,288,626.789 (meters)                     COMP
 KK1373  Y           -  -4,740,081.136 (meters)                     COMP
 KK1373  Z           -   4,057,455.741 (meters)                     COMP
 KK1373  LAPLACE CORR-         -19.57  (seconds)                    DEFLEC99
 KK1373  ELLIP HEIGHT-        1737.36  (meters)          (10/27/04) GPS OBS
 KK1373  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 KK1373  DYNAMIC HT  -        1751.264 (meters)    5745.61  (feet)  COMP
 KK1373  MODELED GRAV-     979,576.8   (mgal)                       NAVD 88
 KK1373
 KK1373  HORZ ORDER  -  FIRST
 KK1373  VERT ORDER  -  FIRST     CLASS II
 KK1373  ELLP ORDER  -  FOURTH    CLASS II
 KK1373
 KK1373.The horizontal coordinates were established by GPS observations
 KK1373.and adjusted by the MOUNTAIN SURVEYING in October 2004..
 KK1373
 KK1373.The orthometric height was determined by differential leveling
 KK1373.and adjusted by the National Geodetic Survey in June 1991..
 KK1373
 KK1373.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK1373
 KK1373.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1373
 KK1373.The ellipsoidal height was determined by GPS observations
 KK1373.and is referenced to NAD 83.
 KK1373
 KK1373.The geoid height was determined by GEOID03.
 KK1373
 KK1373.The dynamic height is computed by dividing the NAVD 88
 KK1373.geopotential number by the normal gravity value computed on the
 KK1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1373.degrees latitude (g = 980.6199 gals.).
 KK1373
 KK1373.The modeled gravity was interpolated from observed gravity values.
 KK1373
 KK1373;                    North         East     Units Scale Factor Converg.
 KK1373;SPC CO C     -   517,172.527   939,366.651   MT  0.99999922   +0 11 01.3
 KK1373;SPC CO C     - 1,696,756.87  3,081,905.42   sFT  0.99999922   +0 11 01.3
 KK1373;UTM  13      - 4,399,591.774   482,117.352   MT  0.99960394   -0 08 00.4
 KK1373
 KK1373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1373!SPC CO C     -   0.99972751  x   0.99999922  =   0.99972673
 KK1373!UTM  13      -   0.99972751  x   0.99960394  =   0.99933156
 KK1373
 KK1373                          SUPERSEDED SURVEY CONTROL
 KK1373
 KK1373  NAVD 88 (10/27/04) 1753.00   (m)         5751.3    (f) LEVELING    3  
 KK1373  NGVD 29 (??/??/??) 1752.048  (m)         5748.18   (f) ADJUSTED    1 2
 KK1373
 KK1373.Superseded values are not recommended for survey control.
 KK1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1373.See file dsdata.txt to determine how the superseded data were derived.
 KK1373
 KK1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8211799592(NAD 83)
 KK1373_MARKER: F = FLANGE-ENCASED ROD
 KK1373_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1373_SP_SET: STAINLESS STEEL ROD
 KK1373_STAMPING: H 407 1984
 KK1373_MARK LOGO: NGS   
 KK1373_PROJECTION: FLUSH
 KK1373_MAGNETIC: I = MARKER IS A STEEL ROD
 KK1373_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1373+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 KK1373_ROD/PIPE-DEPTH: 11.3 meters
 KK1373
 KK1373  HISTORY     - Date     Condition        Report By
 KK1373  HISTORY     - 1984     MONUMENTED       NGS
 KK1373  HISTORY     - 20000606 GOOD             NGS
 KK1373  HISTORY     - 20040130 GOOD             MSAM
 KK1373
 KK1373                          STATION DESCRIPTION
 KK1373
 KK1373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1373'IN GOLDEN.
 KK1373'IN GOLDEN, AT THE INTERSECTION OF FORD STREET AND JACKSON STREET,
 KK1373'8.6 METERS (28.2 FT) NORTH OF THE CENTERLINE OF JACKSON STREET, 8.4
 KK1373'METERS (27.6 FT) SOUTH OF THE CENTERLINE OF FORD STREET, AND 1.4
 KK1373'METERS (4.6 FT) WEST OF UTILITY POLE NUMBER 4125.
 KK1373'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 KK1373'THE MARK IS ABOVE LEVEL WITH THE STREETS.
 KK1373
 KK1373                          STATION RECOVERY (2000)
 KK1373
 KK1373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 KK1373'RECOVERED AS DESCRIBED.
 KK1373' 
 KK1373' 
 KK1373'
 KK1373
 KK1373                          STATION RECOVERY (2004)
 KK1373
 KK1373'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (KCH)
 KK1373'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2004 (BAJ)
 KK1373'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1360 ***********************************************************************
 KK1360  DESIGNATION -  H 408
 KK1360  PID         -  KK1360
 KK1360  STATE/COUNTY-  CO/JEFFERSON
 KK1360  USGS QUAD   -  GOLDEN (1994)
 KK1360
 KK1360                         *CURRENT SURVEY CONTROL
 KK1360  ___________________________________________________________________
 KK1360* NAD 83(1986)-  39 51 33.     (N)    105 14 03.     (W)     SCALED    
 KK1360* NAVD 88     -      1882.812  (meters)    6177.19   (feet)  ADJUSTED  
 KK1360  ___________________________________________________________________
 KK1360  GEOID HEIGHT-         -15.66  (meters)                     GEOID03
 KK1360  DYNAMIC HT  -        1880.919 (meters)    6170.98  (feet)  COMP
 KK1360  MODELED GRAV-     979,554.5   (mgal)                       NAVD 88
 KK1360
 KK1360  VERT ORDER  -  FIRST     CLASS II
 KK1360
 KK1360.The horizontal coordinates were scaled from a topographic map and have
 KK1360.an estimated accuracy of +/- 6 seconds.
 KK1360
 KK1360.The orthometric height was determined by differential leveling
 KK1360.and adjusted by the National Geodetic Survey in June 1991..
 KK1360
 KK1360.The geoid height was determined by GEOID03.
 KK1360
 KK1360.The dynamic height is computed by dividing the NAVD 88
 KK1360.geopotential number by the normal gravity value computed on the
 KK1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1360.degrees latitude (g = 980.6199 gals.).
 KK1360
 KK1360.The modeled gravity was interpolated from observed gravity values.
 KK1360
 KK1360;                    North         East    Units  Estimated Accuracy
 KK1360;SPC CO C     -   529,730.      937,150.      MT  (+/- 180 meters Scaled)
 KK1360
 KK1360                          SUPERSEDED SURVEY CONTROL
 KK1360
 KK1360  NGVD 29 (??/??/??) 1881.825  (m)         6173.95   (f) ADJUSTED    1 2
 KK1360
 KK1360.Superseded values are not recommended for survey control.
 KK1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1360.See file dsdata.txt to determine how the superseded data were derived.
 KK1360
 KK1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE799121(NAD 83)
 KK1360_MARKER: I = METAL ROD
 KK1360_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1360_SP_SET: STAINLESS STEEL ROD
 KK1360_STAMPING: H 408 1984
 KK1360_MARK LOGO: NGS   
 KK1360_PROJECTION: FLUSH
 KK1360_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KK1360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1360_ROD/PIPE-DEPTH: 4.9  meters
 KK1360
 KK1360  HISTORY     - Date     Condition        Report By
 KK1360  HISTORY     - 1984     MONUMENTED       NGS
 KK1360  HISTORY     - 1985     GOOD             NGS
 KK1360  HISTORY     - 19850702 GOOD             NGS
 KK1360
 KK1360                          STATION DESCRIPTION
 KK1360
 KK1360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1360'12.0 KM (7.45 MI) NORTH FROM GOLDEN.
 KK1360'12.0 KM (7.45 MI) NORTHERLY ALONG STATE HIGHWAY 93 FROM ITS JUNCTION
 KK1360'WITH STATE HIGHWAY 58 IN GOLDEN, 32.9 METERS (107.9 FT) NORTHEAST OF
 KK1360'THE SOUTHEAST CORNER OF A HIGHWAY BRIDGE SPANNING THE DENVER AND RIO
 KK1360'GRANDE WESTERN RAILROAD, 15.6 METERS (51.2 FT) NORTHWEST OF THE CENTER
 KK1360'OF A PAVED ROAD LEADING NORTHEAST, AND 0.4 METER (1.3 FT) SOUTHEAST OF
 KK1360'THE NORTHWEST END OF A CHAIN LINK FENCE.  NOTE--ACCESS TO THE DATUM
 KK1360'POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1360'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 KK1360'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
 KK1360
 KK1360                          STATION RECOVERY (1985)
 KK1360
 KK1360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 KK1360'RECOVERED IN GOOD CONDITION.
 KK1360
 KK1360                          STATION RECOVERY (1985)
 KK1360
 KK1360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (CLN)
 KK1360'TO REACH THE AZIMUTH MARK NO 2 FROM THE INTERSECTION OF STATE HIGHWAY
 KK1360'72 AND 93 NORTH OF GOLDEN, GO SOUTHEASTERLY ON STATE HIGHWAY 93 FOR
 KK1360'1.0 KM (0.60 MI) TO A SIDE ROAD LEFT AND MARK ON THE LEFT.  AZIMUTH
 KK1360'MARK NO 2 IS A STANDARD NGS DISK STAMPED--H 408 1984--AND IS A
 KK1360'STAINLESS STEEL FLANGE ENCASED ROD ACCESSED THROUGH A 5 INCH LOGO CAP.
 KK1360'THE POINT IS A CENTER PUNCH MARK IN THE CENTER OF THE ROD. LOCATED
 KK1360'32.9 M (107.9 FT) NORTHEAST FROM THE SOUTHEAST CORNER OF A HIGHWAY
 KK1360'BRIDGE OVER THE TRACKS, 15.6 M (51.2 FT) NORTHWEST FROM THE CENTER OF
 KK1360'A PAVED ROAD LEADING NORTHEAST, 0.4 M (1.3 FT) SOUTHEAST FROM THE
 KK1360'NORTHWEST CORNER OF A FENCE AND 0.3 M (1.0 FT) SOUTHWEST FROM A
 KK1360'WITNESS POST.  RECOVERED IN GOOD CONDITION AND IS NOW AN AZIMUTH MARK
 KK1360'FOR STATION 22 JCMD 1977 1985.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1041 ***********************************************************************
 LL1041  DESIGNATION -  H 409
 LL1041  PID         -  LL1041
 LL1041  STATE/COUNTY-  CO/LARIMER
 LL1041  USGS QUAD   -  LOVELAND (1984)
 LL1041
 LL1041                         *CURRENT SURVEY CONTROL
 LL1041  ___________________________________________________________________
 LL1041* NAD 83(1986)-  40 26 38.     (N)    105 04 40.     (W)     SCALED    
 LL1041* NAVD 88     -      1541.847  (meters)    5058.54   (feet)  ADJUSTED  
 LL1041  ___________________________________________________________________
 LL1041  GEOID HEIGHT-         -16.27  (meters)                     GEOID03
 LL1041  DYNAMIC HT  -        1540.522 (meters)    5054.20  (feet)  COMP
 LL1041  MODELED GRAV-     979,711.8   (mgal)                       NAVD 88
 LL1041
 LL1041  VERT ORDER  -  FIRST     CLASS II
 LL1041
 LL1041.The horizontal coordinates were scaled from a topographic map and have
 LL1041.an estimated accuracy of +/- 6 seconds.
 LL1041
 LL1041.The orthometric height was determined by differential leveling
 LL1041.and adjusted by the National Geodetic Survey in June 1991..
 LL1041
 LL1041.The geoid height was determined by GEOID03.
 LL1041
 LL1041.The dynamic height is computed by dividing the NAVD 88
 LL1041.geopotential number by the normal gravity value computed on the
 LL1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1041.degrees latitude (g = 980.6199 gals.).
 LL1041
 LL1041.The modeled gravity was interpolated from observed gravity values.
 LL1041
 LL1041;                    North         East    Units  Estimated Accuracy
 LL1041;SPC CO N     -   428,190.      950,220.      MT  (+/- 180 meters Scaled)
 LL1041
 LL1041                          SUPERSEDED SURVEY CONTROL
 LL1041
 LL1041  NGVD 29 (??/??/??) 1540.978  (m)         5055.69   (f) ADJUSTED    1 2
 LL1041
 LL1041.Superseded values are not recommended for survey control.
 LL1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1041.See file dsdata.txt to determine how the superseded data were derived.
 LL1041
 LL1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE934770(NAD 83)
 LL1041_MARKER: I = METAL ROD
 LL1041_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1041_SP_SET: STAINLESS STEEL ROD
 LL1041_STAMPING: H 409 1984
 LL1041_MARK LOGO: NGS   
 LL1041_PROJECTION: FLUSH
 LL1041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1041+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2005
 LL1041_ROD/PIPE-DEPTH: 3.7  meters
 LL1041
 LL1041  HISTORY     - Date     Condition        Report By
 LL1041  HISTORY     - 1984     MONUMENTED       NGS
 LL1041  HISTORY     - 20050811 GOOD             USPSQD
 LL1041
 LL1041                          STATION DESCRIPTION
 LL1041
 LL1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1041'IN LOVELAND.
 LL1041'IN LOVELAND, AT THE JUNCTION OF U.S. HIGHWAY 287 AND WEST 50TH STREET,
 LL1041'23.4 METERS (76.8 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES
 LL1041'OF THE HIGHWAY, 15.5 METERS (50.9 FT) NORTHWEST OF A UTILITY POLE AT A
 LL1041'UTILITY LINE CROSSING, 10.0 METERS (32.8 FT) SOUTH OF THE CENTER OF
 LL1041'WEST 50TH STREET, AND 1.2 METERS (3.9 FT) WEST OF UTILITY POLE NUMBER
 LL1041'B 354-9494 WITH TWO GUY WIRES.  NOTE--ACCESS TO THE DATUM POINT IS
 LL1041'THROUGH A 5-INCH LOGO CAP.
 LL1041'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 LL1041'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 LL1041
 LL1041                          STATION RECOVERY (2005)
 LL1041
 LL1041'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 LL1041'FOUND AS DESCRIBED. ORANGE WITNESS POST IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0072 ***********************************************************************
 JJ0072  DESIGNATION -  H 41
 JJ0072  PID         -  JJ0072
 JJ0072  STATE/COUNTY-  CO/SAGUACHE
 JJ0072  USGS QUAD   -  CARLTON (1952)
 JJ0072
 JJ0072                         *CURRENT SURVEY CONTROL
 JJ0072  ___________________________________________________________________
 JJ0072* NAD 83(1986)-  38 05 32.     (N)    102 27 12.     (W)     SCALED    
 JJ0072* NAVD 88     -      1080.641  (meters)    3545.40   (feet)  POSTED    
 JJ0072  ___________________________________________________________________
 JJ0072  GEOID HEIGHT-         -23.45  (meters)                     GEOID03
 JJ0072  DYNAMIC HT  -        1079.620 (meters)    3542.05  (feet)  COMP
 JJ0072  MODELED GRAV-     979,649.4   (mgal)                       NAVD 88
 JJ0072
 JJ0072  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 JJ0072
 JJ0072.The horizontal coordinates were scaled from a topographic map and have
 JJ0072.an estimated accuracy of +/- 6 seconds.
 JJ0072
 JJ0072.The orthometric height was determined by differential leveling
 JJ0072.and adjusted by the National Geodetic Survey in 1992..
 JJ0072.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 JJ0072.rate of 3.1 thru 4.0 mm/km.
 JJ0072
 JJ0072.The geoid height was determined by GEOID03.
 JJ0072
 JJ0072.The dynamic height is computed by dividing the NAVD 88
 JJ0072.geopotential number by the normal gravity value computed on the
 JJ0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0072.degrees latitude (g = 980.6199 gals.).
 JJ0072
 JJ0072.The modeled gravity was interpolated from observed gravity values.
 JJ0072
 JJ0072;                    North         East    Units  Estimated Accuracy
 JJ0072;SPC CO S     -   467,370.    1,181,600.      MT  (+/- 180 meters Scaled)
 JJ0072
 JJ0072                          SUPERSEDED SURVEY CONTROL
 JJ0072
 JJ0072  NGVD 29 (??/??/92) 1080.141  (m)         3543.76   (f) ADJ UNCH    1 2
 JJ0072
 JJ0072.Superseded values are not recommended for survey control.
 JJ0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0072.See file dsdata.txt to determine how the superseded data were derived.
 JJ0072
 JJ0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC233191(NAD 83)
 JJ0072_MARKER: DB = BENCH MARK DISK
 JJ0072_SETTING: 80 = SET IN A BOULDER
 JJ0072_SP_SET: BOULDER
 JJ0072_STAMPING: 1926 H 41
 JJ0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0072+STABILITY: SURFACE MOTION
 JJ0072
 JJ0072  HISTORY     - Date     Condition        Report By
 JJ0072  HISTORY     - 1926     MONUMENTED       USGS
 JJ0072  HISTORY     - 1967     GOOD             NGS
 JJ0072  HISTORY     - 1986     MARK NOT FOUND   NGS
 JJ0072
 JJ0072                          STATION DESCRIPTION
 JJ0072
 JJ0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JJ0072'1.1 MI W FROM SAGUACHE.
 JJ0072'1.1 MILE WEST ALONG U.S. HWY. 285 FROM JCT. OF U.S. HWY. 285 AND STATE
 JJ0072'HWY, 114 AT SAGUACHE, SAGUACHE COUNTY, TO A T ROAD, .85 MILE NORTH
 JJ0072'ON ROAD TO SAGUACHE SMELTER, AND 49 FEET WEST OF ROAD NORMAL IN A
 JJ0072'SMALL ROCK PILE.  A STANDARD TABLET STAMPED 1926 H 41 IN TOP OF
 JJ0072'BOULDER.
 JJ0072
 JJ0072                          STATION RECOVERY (1986)
 JJ0072
 JJ0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JJ0072'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1060 ***********************************************************************
 LL1060  DESIGNATION -  H 410
 LL1060  PID         -  LL1060
 LL1060  STATE/COUNTY-  CO/LARIMER
 LL1060  USGS QUAD   -  BERTHOUD (1984)
 LL1060
 LL1060                         *CURRENT SURVEY CONTROL
 LL1060  ___________________________________________________________________
 LL1060* NAD 83(1986)-  40 18 20.     (N)    105 04 41.     (W)     SCALED    
 LL1060* NAVD 88     -      1532.803  (meters)    5028.87   (feet)  ADJUSTED  
 LL1060  ___________________________________________________________________
 LL1060  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 LL1060  DYNAMIC HT  -        1531.439 (meters)    5024.40  (feet)  COMP
 LL1060  MODELED GRAV-     979,682.0   (mgal)                       NAVD 88
 LL1060
 LL1060  VERT ORDER  -  FIRST     CLASS II
 LL1060
 LL1060.The horizontal coordinates were scaled from a topographic map and have
 LL1060.an estimated accuracy of +/- 6 seconds.
 LL1060
 LL1060.The orthometric height was determined by differential leveling
 LL1060.and adjusted by the National Geodetic Survey in June 1991..
 LL1060
 LL1060.The geoid height was determined by GEOID03.
 LL1060
 LL1060.The dynamic height is computed by dividing the NAVD 88
 LL1060.geopotential number by the normal gravity value computed on the
 LL1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1060.degrees latitude (g = 980.6199 gals.).
 LL1060
 LL1060.The modeled gravity was interpolated from observed gravity values.
 LL1060
 LL1060;                    North         East    Units  Estimated Accuracy
 LL1060;SPC CO N     -   412,830.      950,270.      MT  (+/- 180 meters Scaled)
 LL1060
 LL1060                          SUPERSEDED SURVEY CONTROL
 LL1060
 LL1060  NGVD 29 (??/??/??) 1531.907  (m)         5025.93   (f) ADJUSTED    1 2
 LL1060
 LL1060.Superseded values are not recommended for survey control.
 LL1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1060.See file dsdata.txt to determine how the superseded data were derived.
 LL1060
 LL1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE933616(NAD 83)
 LL1060_MARKER: I = METAL ROD
 LL1060_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1060_SP_SET: STAINLESS STEEL ROD
 LL1060_STAMPING: H 410 1984
 LL1060_MARK LOGO: NGS   
 LL1060_PROJECTION: FLUSH
 LL1060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1060+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2005
 LL1060_ROD/PIPE-DEPTH: 6.4  meters
 LL1060
 LL1060  HISTORY     - Date     Condition        Report By
 LL1060  HISTORY     - 1984     MONUMENTED       NGS
 LL1060  HISTORY     - 20040224 GOOD             USPSQD
 LL1060  HISTORY     - 20050811 GOOD             USPSQD
 LL1060
 LL1060                          STATION DESCRIPTION
 LL1060
 LL1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1060'IN BERTHOUD.
 LL1060'IN BERTHOUD, AT THE INTERSECTION OF U.S. HIGHWAY 287 AND 3RD STREET,
 LL1060'59.1 METERS (193.9 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 25.6
 LL1060'METERS (84.0 FT) EAST OF THE CENTER OF THE STREET, AND 7.2 METERS
 LL1060'(23.6 FT) WEST OF THE NEAR RAIL OF THE COLORADO AND SOUTHERN RAILROAD,
 LL1060'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LL1060'THE MARK IS 1.2 METERS  N FROM  A WITNESS POST AND FENCE
 LL1060'THE MARK IS ABOVE LEVEL WITH THE STREET.
 LL1060
 LL1060                          STATION RECOVERY (2004)
 LL1060
 LL1060'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL1060'RECOVERED IN GOOD CONDITION.
 LL1060
 LL1060                          STATION RECOVERY (2005)
 LL1060
 LL1060'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 LL1060'FOUND AS DESCRIBED. ORANGE WITNESS POST IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1400 ***********************************************************************
 KK1400  DESIGNATION -  H 411
 KK1400  PID         -  KK1400
 KK1400  STATE/COUNTY-  CO/ADAMS
 KK1400  USGS QUAD   -  EASTLAKE (1994)
 KK1400
 KK1400                         *CURRENT SURVEY CONTROL
 KK1400  ___________________________________________________________________
 KK1400* NAD 83(1986)-  39 53 06.     (N)    104 55 03.     (W)     SCALED    
 KK1400* NAVD 88     -      1547.824  (meters)    5078.15   (feet)  ADJUSTED  
 KK1400  ___________________________________________________________________
 KK1400  GEOID HEIGHT-         -17.52  (meters)                     GEOID03
 KK1400  DYNAMIC HT  -        1546.390 (meters)    5073.45  (feet)  COMP
 KK1400  MODELED GRAV-     979,645.7   (mgal)                       NAVD 88
 KK1400
 KK1400  VERT ORDER  -  FIRST     CLASS II
 KK1400
 KK1400.The horizontal coordinates were scaled from a topographic map and have
 KK1400.an estimated accuracy of +/- 6 seconds.
 KK1400
 KK1400.The orthometric height was determined by differential leveling
 KK1400.and adjusted by the National Geodetic Survey in June 1991..
 KK1400
 KK1400.The geoid height was determined by GEOID03.
 KK1400
 KK1400.The dynamic height is computed by dividing the NAVD 88
 KK1400.geopotential number by the normal gravity value computed on the
 KK1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1400.degrees latitude (g = 980.6199 gals.).
 KK1400
 KK1400.The modeled gravity was interpolated from observed gravity values.
 KK1400
 KK1400;                    North         East    Units  Estimated Accuracy
 KK1400;SPC CO N     -   366,220.      964,230.      MT  (+/- 180 meters Scaled)
 KK1400
 KK1400                          SUPERSEDED SURVEY CONTROL
 KK1400
 KK1400  NGVD 29 (??/??/??) 1546.937  (m)         5075.24   (f) ADJUSTED    1 2
 KK1400
 KK1400.Superseded values are not recommended for survey control.
 KK1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1400.See file dsdata.txt to determine how the superseded data were derived.
 KK1400
 KK1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE070149(NAD 83)
 KK1400_MARKER: I = METAL ROD
 KK1400_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1400_SP_SET: STAINLESS STEEL ROD
 KK1400_STAMPING: H 411 1984
 KK1400_MARK LOGO: NGS   
 KK1400_PROJECTION: FLUSH
 KK1400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1400_ROD/PIPE-DEPTH: 7.3  meters
 KK1400
 KK1400  HISTORY     - Date     Condition        Report By
 KK1400  HISTORY     - 1984     MONUMENTED       NGS
 KK1400
 KK1400                          STATION DESCRIPTION
 KK1400
 KK1400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1400'IN THORNTON.
 KK1400'IN THORNTON, AT THE INTERSECTION OF EAST 104TH AVENUE AND MCKAY ROAD,
 KK1400'25.2 METERS (82.7 FT) WEST OF THE CENTERLINE OF THE ROAD, 17.7 METERS
 KK1400'(58.1 FT) SOUTH OF THE CENTERLINE OF THE AVENUE, 13.0 METERS (42.7 FT)
 KK1400'WEST OF THE CENTER OF A POWERLINE CROSSING THE AVENUE, AND 1.1 METERS
 KK1400'(3.6 FT) WEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS
 KK1400'THROUGH A 5-INCH LOGO CAP.
 KK1400'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 KK1400'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1455 ***********************************************************************
 KK1455  DESIGNATION -  H 412
 KK1455  PID         -  KK1455
 KK1455  STATE/COUNTY-  CO/JEFFERSON
 KK1455  USGS QUAD   -  ARVADA (1994)
 KK1455
 KK1455                         *CURRENT SURVEY CONTROL
 KK1455  ___________________________________________________________________
 KK1455* NAD 83(1986)-  39 46 08.     (N)    105 05 44.     (W)     SCALED    
 KK1455* NAVD 88     -      1670.835  (meters)    5481.73   (feet)  ADJUSTED  
 KK1455  ___________________________________________________________________
 KK1455  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 KK1455  DYNAMIC HT  -        1669.222 (meters)    5476.44  (feet)  COMP
 KK1455  MODELED GRAV-     979,602.0   (mgal)                       NAVD 88
 KK1455
 KK1455  VERT ORDER  -  FIRST     CLASS II
 KK1455
 KK1455.The horizontal coordinates were scaled from a topographic map and have
 KK1455.an estimated accuracy of +/- 6 seconds.
 KK1455
 KK1455.The orthometric height was determined by differential leveling
 KK1455.and adjusted by the National Geodetic Survey in June 1991..
 KK1455
 KK1455.The geoid height was determined by GEOID03.
 KK1455
 KK1455.The dynamic height is computed by dividing the NAVD 88
 KK1455.geopotential number by the normal gravity value computed on the
 KK1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1455.degrees latitude (g = 980.6199 gals.).
 KK1455
 KK1455.The modeled gravity was interpolated from observed gravity values.
 KK1455
 KK1455;                    North         East    Units  Estimated Accuracy
 KK1455;SPC CO C     -   519,750.      949,060.      MT  (+/- 180 meters Scaled)
 KK1455
 KK1455                          SUPERSEDED SURVEY CONTROL
 KK1455
 KK1455  NGVD 29 (??/??/??) 1669.914  (m)         5478.71   (f) ADJUSTED    1 2
 KK1455
 KK1455.Superseded values are not recommended for survey control.
 KK1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1455.See file dsdata.txt to determine how the superseded data were derived.
 KK1455
 KK1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE918021(NAD 83)
 KK1455_MARKER: I = METAL ROD
 KK1455_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1455_SP_SET: STAINLESS STEEL ROD
 KK1455_STAMPING: H 412 1984
 KK1455_MARK LOGO: NGS   
 KK1455_PROJECTION: FLUSH
 KK1455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1455_ROD/PIPE-DEPTH: 5.8  meters
 KK1455
 KK1455  HISTORY     - Date     Condition        Report By
 KK1455  HISTORY     - 1984     MONUMENTED       NGS
 KK1455
 KK1455                          STATION DESCRIPTION
 KK1455
 KK1455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1455'IN WHEAT RIDGE.
 KK1455'IN WHEAT RIDGE, AT THE INTERSECTION OF ESTES STREET AND WEST 38TH
 KK1455'AVENUE, 51.2 METERS (168.0 FT) SOUTH OF THE CENTERLINE OF THE STREET,
 KK1455'29.2 METERS (95.8 FT) NORTH OF THE CENTER OF WEST 37TH PLACE,
 KK1455'7.8 METERS (25.6 FT) WEST OF THE CENTER OF THE AVENUE, 2.8 METERS
 KK1455'(9.2 FT) EAST OF A FENCE, AND 0.9 METER (3.0 FT) SOUTH OF A UTILITY
 KK1455'POLE NUMBER 3791.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 KK1455'LOGO CAP.
 KK1455'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 KK1455'THE MARK IS 0.3 M BELOW THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1420 ***********************************************************************
 KK1420  DESIGNATION -  H 413
 KK1420  PID         -  KK1420
 KK1420  STATE/COUNTY-  CO/BOULDER
 KK1420  USGS QUAD   -  LAFAYETTE (1994)
 KK1420
 KK1420                         *CURRENT SURVEY CONTROL
 KK1420  ___________________________________________________________________
 KK1420* NAD 83(1992)-  39 56 35.49034(N)    105 04 18.51428(W)     ADJUSTED  
 KK1420* NAVD 88     -      1668.523  (meters)    5474.15   (feet)  ADJUSTED  
 KK1420  ___________________________________________________________________
 KK1420  X           -  -1,273,630.979 (meters)                     COMP
 KK1420  Y           -  -4,729,537.191 (meters)                     COMP
 KK1420  Z           -   4,074,211.982 (meters)                     COMP
 KK1420  LAPLACE CORR-         -10.50  (seconds)                    DEFLEC99
 KK1420  ELLIP HEIGHT-        1651.58  (meters)          (10/21/02) GPS OBS
 KK1420  GEOID HEIGHT-         -16.97  (meters)                     GEOID03
 KK1420  DYNAMIC HT  -        1666.926 (meters)    5468.91  (feet)  COMP
 KK1420  MODELED GRAV-     979,610.4   (mgal)                       NAVD 88
 KK1420
 KK1420  HORZ ORDER  -  FIRST
 KK1420  VERT ORDER  -  FIRST     CLASS II
 KK1420  ELLP ORDER  -  FIFTH     CLASS I
 KK1420
 KK1420.The horizontal coordinates were established by GPS observations
 KK1420.and adjusted by the National Geodetic Survey in June 2000..
 KK1420
 KK1420.The orthometric height was determined by differential leveling
 KK1420.and adjusted by the National Geodetic Survey in June 1991..
 KK1420
 KK1420.Photographs are available for this station.
 KK1420
 KK1420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK1420
 KK1420.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1420
 KK1420.The ellipsoidal height was determined by GPS observations
 KK1420.and is referenced to NAD 83.
 KK1420
 KK1420.The geoid height was determined by GEOID03.
 KK1420
 KK1420.The dynamic height is computed by dividing the NAVD 88
 KK1420.geopotential number by the normal gravity value computed on the
 KK1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1420.degrees latitude (g = 980.6199 gals.).
 KK1420
 KK1420.The modeled gravity was interpolated from observed gravity values.
 KK1420
 KK1420;                    North         East     Units Scale Factor Converg.
 KK1420;SPC CO N     -   372,601.370   950,995.751   MT  0.99997117   +0 16 36.0
 KK1420;SPC CO N     - 1,222,442.99  3,120,058.56   sFT  0.99997117   +0 16 36.0
 KK1420;UTM  13      - 4,421,454.559   493,865.284   MT  0.99960046   -0 02 46.0
 KK1420
 KK1420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1420!SPC CO N     -   0.99974097  x   0.99997117  =   0.99971215
 KK1420!UTM  13      -   0.99974097  x   0.99960046  =   0.99934153
 KK1420
 KK1420                          SUPERSEDED SURVEY CONTROL
 KK1420
 KK1420  ELLIP H (06/30/00) 1651.61   (m)                       GP(       ) 1 1
 KK1420  NAVD 88 (06/30/00) 1668.52   (m)         5474.1    (f) LEVELING    3  
 KK1420  NGVD 29 (??/??/??) 1667.588  (m)         5471.08   (f) ADJUSTED    1 2
 KK1420
 KK1420.Superseded values are not recommended for survey control.
 KK1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1420.See file dsdata.txt to determine how the superseded data were derived.
 KK1420
 KK1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE9386521455(NAD 83)
 KK1420_MARKER: I = METAL ROD
 KK1420_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1420_SP_SET: STAINLESS STEEL ROD
 KK1420_STAMPING: H 413 1984
 KK1420_MARK LOGO: NGS   
 KK1420_PROJECTION: FLUSH
 KK1420_MAGNETIC: I = MARKER IS A STEEL ROD
 KK1420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1420_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK1420+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2003
 KK1420_ROD/PIPE-DEPTH: 4.3  meters
 KK1420
 KK1420  HISTORY     - Date     Condition        Report By
 KK1420  HISTORY     - 1984     MONUMENTED       NGS
 KK1420  HISTORY     - 19990408 GOOD             NGS
 KK1420  HISTORY     - 20031018 GOOD             USPSQD
 KK1420
 KK1420                          STATION DESCRIPTION
 KK1420
 KK1420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1420'IN BROOMFIELD.
 KK1420'IN BROOMFIELD, AT THE INTERSECTION OF MAIN STREET AND WEST 136TH
 KK1420'AVENUE, 10.6 METERS (34.8 FT) SOUTH OF THE CENTERLINE OF THE AVENUE,
 KK1420'AND 9.0 METERS (29.5 FT) EAST OF THE CENTER OF THE NORTH BOUND LANES
 KK1420'OF THE STREET.  NOTE=ACCESS TO THE DATUM POINT IS THRIUGH A 5-INCH
 KK1420'LOGO CAP.
 KK1420'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 KK1420'THE MARK IS ABOVE LEVEL WITH THE STREET.
 KK1420
 KK1420                          STATION RECOVERY (1999)
 KK1420
 KK1420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 KK1420'THE STATION IS LOCATED ABOUT 4 MI (6.4 KM) SOUTH-SOUTHEAST OF
 KK1420'LAFAYETTE, 2 MI (3.2 KM) NORTH-NORTHEAST OF BROOMFIELD AND 1 MI (1.6
 KK1420'KM) WEST OF THE BOULDER-ADAMS COUNTY LINE, IN THE NORTHWEST 1/4 OF
 KK1420'SECTION 25, T 1 S, R 69 W.  OWNERSHIP--BROOMFIELD CITY ROAD
 KK1420'RIGHT-OF-WAY
 KK1420'TO REACH THE STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY 287
 KK1420'(WEST 120TH AVENUE) AND MAIN STREET IN BROOMFIELD, GO NORTH ON MAIN
 KK1420'STREET FOR 2.0 MI (3.2 KM) TO THE STATION ON THE RIGHT IN THE
 KK1420'SOUTHEAST CORNER OF THE T-INTERSECTION OF MAIN STREET AND WEST 136TH
 KK1420'AVENUE
 KK1420'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 KK1420'TO REFUSAL, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY
 KK1420'A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 31.4 M (103.0 FT) WEST
 KK1420'FROM A BOARD FENCE, 14.9 M (48.9 FT) EAST FROM THE CENTERLINE OF MAIN
 KK1420'STREET, 9.4 M (30.8 FT) SOUTH FROM THE CENTERLINE OF WEST 136TH
 KK1420'AVENUE, 4.2 M (13.8 FT) NORTH FROM THE CENTER OF A SEWER LID, 3.1 M
 KK1420'(10.2 FT) EAST FROM THE CENTER OF A WATER VALVE BOX, 0.2 M (0.7 FT)
 KK1420'NORTHWEST FROM A WITNESS POST AND ABOUT LEVEL WITH THE AVENUE.
 KK1420
 KK1420                          STATION RECOVERY (2003)
 KK1420
 KK1420'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 KK1420'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1153 ***********************************************************************
 LL1153  DESIGNATION -  H 414
 LL1153  PID         -  LL1153
 LL1153  STATE/COUNTY-  CO/WELD
 LL1153  USGS QUAD   -  KERSEY (1950)
 LL1153
 LL1153                         *CURRENT SURVEY CONTROL
 LL1153  ___________________________________________________________________
 LL1153* NAD 83(1986)-  40 22 40.     (N)    104 31 03.     (W)     SCALED    
 LL1153* NAVD 88     -      1399.357  (meters)    4591.06   (feet)  ADJUSTED  
 LL1153  ___________________________________________________________________
 LL1153  GEOID HEIGHT-         -18.64  (meters)                     GEOID03
 LL1153  DYNAMIC HT  -        1398.174 (meters)    4587.18  (feet)  COMP
 LL1153  MODELED GRAV-     979,731.5   (mgal)                       NAVD 88
 LL1153
 LL1153  VERT ORDER  -  FIRST     CLASS II
 LL1153
 LL1153.The horizontal coordinates were scaled from a topographic map and have
 LL1153.an estimated accuracy of +/- 6 seconds.
 LL1153
 LL1153.The orthometric height was determined by differential leveling
 LL1153.and adjusted by the National Geodetic Survey in June 1991..
 LL1153
 LL1153.The geoid height was determined by GEOID03.
 LL1153
 LL1153.The dynamic height is computed by dividing the NAVD 88
 LL1153.geopotential number by the normal gravity value computed on the
 LL1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1153.degrees latitude (g = 980.6199 gals.).
 LL1153
 LL1153.The modeled gravity was interpolated from observed gravity values.
 LL1153
 LL1153;                    North         East    Units  Estimated Accuracy
 LL1153;SPC CO N     -   421,230.      997,830.      MT  (+/- 180 meters Scaled)
 LL1153
 LL1153                          SUPERSEDED SURVEY CONTROL
 LL1153
 LL1153.No superseded survey control is available for this station.
 LL1153
 LL1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE409698(NAD 83)
 LL1153_MARKER: I = METAL ROD
 LL1153_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1153_SP_SET: STAINLESS STEEL ROD
 LL1153_STAMPING: H 414 1984
 LL1153_MARK LOGO: NGS   
 LL1153_PROJECTION: FLUSH
 LL1153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1153_ROD/PIPE-DEPTH: 19.5 meters
 LL1153
 LL1153  HISTORY     - Date     Condition        Report By
 LL1153  HISTORY     - 1984     MONUMENTED       NGS
 LL1153
 LL1153                          STATION DESCRIPTION
 LL1153
 LL1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1153'14.9 KM (9.25 MI) EAST FROM GREELEY.
 LL1153'14.9 KM (9.25 MI) EASTERLY ALONG U.S. HIGHWAY 34 FROM ITS JUNCTION
 LL1153'WITH U.S. HIGHWAY 85 IN GREELEY, 60.4 M (198.2 FT) WEST OF THE
 LL1153'CENTERLINE OF THE HIGHWAY, 8.9 M (29.2 FT) NORTH OF THE CENTER OF
 LL1153'COUNTY ROAD 54, AND 1.5 M (4.9 FT) WEST OF THE SOUTHWESTERLY ONE OF
 LL1153'THREE UTILITY POLE NUMBER 23-1 WITH TWO GUY WIRES.  NOTE--ACCESS TO
 LL1153'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LL1153'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 LL1153'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0406 ***********************************************************************
 LN0406  DESIGNATION -  H 415
 LN0406  PID         -  LN0406
 LN0406  STATE/COUNTY-  CO/RIO BLANCO
 LN0406  USGS QUAD   -  BANTY POINT (1962)
 LN0406
 LN0406                         *CURRENT SURVEY CONTROL
 LN0406  ___________________________________________________________________
 LN0406* NAD 83(1986)-  40 07 27.     (N)    108 54 09.     (W)     SCALED    
 LN0406* NAVD 88     -      1638.090  (meters)    5374.30   (feet)  ADJUSTED  
 LN0406  ___________________________________________________________________
 LN0406  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 LN0406  DYNAMIC HT  -        1636.609 (meters)    5369.44  (feet)  COMP
 LN0406  MODELED GRAV-     979,663.9   (mgal)                       NAVD 88
 LN0406
 LN0406  VERT ORDER  -  FIRST     CLASS II
 LN0406
 LN0406.The horizontal coordinates were scaled from a topographic map and have
 LN0406.an estimated accuracy of +/- 6 seconds.
 LN0406
 LN0406.The orthometric height was determined by differential leveling
 LN0406.and adjusted by the National Geodetic Survey in June 1991..
 LN0406
 LN0406.The geoid height was determined by GEOID03.
 LN0406
 LN0406.The dynamic height is computed by dividing the NAVD 88
 LN0406.geopotential number by the normal gravity value computed on the
 LN0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0406.degrees latitude (g = 980.6199 gals.).
 LN0406
 LN0406.The modeled gravity was interpolated from observed gravity values.
 LN0406
 LN0406;                    North         East    Units  Estimated Accuracy
 LN0406;SPC CO N     -   398,170.      624,460.      MT  (+/- 180 meters Scaled)
 LN0406
 LN0406                          SUPERSEDED SURVEY CONTROL
 LN0406
 LN0406.No superseded survey control is available for this station.
 LN0406
 LN0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK787436(NAD 83)
 LN0406_MARKER: I = METAL ROD
 LN0406_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LN0406_SP_SET: STAINLESS STEEL ROD
 LN0406_STAMPING: H 415 1984
 LN0406_MARK LOGO: NGS   
 LN0406_PROJECTION: FLUSH
 LN0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0406_ROD/PIPE-DEPTH: 3.4  meters
 LN0406
 LN0406  HISTORY     - Date     Condition        Report By
 LN0406  HISTORY     - 1984     MONUMENTED       NGS
 LN0406
 LN0406                          STATION DESCRIPTION
 LN0406
 LN0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0406'10.4 KM (6.45 MI) NW FROM RANGELY.
 LN0406'10.4 KM (6.45 MI) NORTHWESTERLY ALONG STATE HIGHWAY 64 FROM THE POST
 LN0406'OFFICE IN RANGELY, 0.3 KM (0.2 MI) SOUTHEAST OF MILEPOST 12, 21.2 M
 LN0406'(69.6 FT) SOUTHEAST OF A DIRT ROAD, 20.4 M (66.9 FT) SOUTHWEST OF THE
 LN0406'CENTERLINE OF THE HIGHWAY, 14.4 M (47.2 FT) NORTH OF A DIRT ROAD, AND
 LN0406'1.3 M (4.3 FT) SOUTHEAST OF A UTILITY POLE WITH LINES CROSSING THE
 LN0406'HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 LN0406'CAP.
 LN0406'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 LN0406'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0210 ***********************************************************************
 KM0210  DESIGNATION -  H 416
 KM0210  PID         -  KM0210
 KM0210  STATE/COUNTY-  CO/MESA
 KM0210  USGS QUAD   -  MACK (1973)
 KM0210
 KM0210                         *CURRENT SURVEY CONTROL
 KM0210  ___________________________________________________________________
 KM0210* NAD 83(1986)-  39 11 12.     (N)    108 47 40.     (W)     SCALED    
 KM0210* NAVD 88     -      1370.688  (meters)    4497.00   (feet)  ADJUSTED  
 KM0210  ___________________________________________________________________
 KM0210  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 KM0210  DYNAMIC HT  -        1369.386 (meters)    4492.73  (feet)  COMP
 KM0210  MODELED GRAV-     979,630.8   (mgal)                       NAVD 88
 KM0210
 KM0210  VERT ORDER  -  FIRST     CLASS II
 KM0210
 KM0210.The horizontal coordinates were scaled from a topographic map and have
 KM0210.an estimated accuracy of +/- 6 seconds.
 KM0210
 KM0210.The orthometric height was determined by differential leveling
 KM0210.and adjusted by the National Geodetic Survey in June 1991..
 KM0210
 KM0210.The geoid height was determined by GEOID03.
 KM0210
 KM0210.The dynamic height is computed by dividing the NAVD 88
 KM0210.geopotential number by the normal gravity value computed on the
 KM0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0210.degrees latitude (g = 980.6199 gals.).
 KM0210
 KM0210.The modeled gravity was interpolated from observed gravity values.
 KM0210
 KM0210;                    North         East    Units  Estimated Accuracy
 KM0210;SPC CO C     -   460,190.      629,850.      MT  (+/- 180 meters Scaled)
 KM0210
 KM0210                          SUPERSEDED SURVEY CONTROL
 KM0210
 KM0210.No superseded survey control is available for this station.
 KM0210
 KM0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ904398(NAD 83)
 KM0210_MARKER: I = METAL ROD
 KM0210_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KM0210_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KM0210_STAMPING: H 416 1984
 KM0210_MARK LOGO: NGS   
 KM0210_PROJECTION: FLUSH
 KM0210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0210+STABILITY: POSITION/ELEVATION WELL
 KM0210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0210+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 KM0210_ROD/PIPE-DEPTH: 13.1 meters
 KM0210_SLEEVE-DEPTH  : 11.3 meters
 KM0210
 KM0210  HISTORY     - Date     Condition        Report By
 KM0210  HISTORY     - 1984     MONUMENTED       NGS
 KM0210  HISTORY     - 20030628 GOOD             USPSQD
 KM0210  HISTORY     - 20040918 GOOD             NGS
 KM0210
 KM0210                          STATION DESCRIPTION
 KM0210
 KM0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0210'2.1 KM (1.3 MI) SE FROM LOMA.
 KM0210'0.1 KM (0.05 MI) SOUTH ALONG STATE HIGHWAY 139 FROM THE POST OFFICE IN
 KM0210'LOMA, THENCE 2.0 KM (1.25 MI) SOUTHEAST ALONG U.S. HIGHWAY 6 AND 50,
 KM0210'23.0 M (75.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 16.8 M
 KM0210'(55.1 FT) NORTHEAST OF THE NEAR RAIL OF THE DENVER AND RIO GRANDE
 KM0210'WESTERN RAILROAD, 9.2 M (30.2 FT) WEST OF THE EXTENDED CENTERLINE OF
 KM0210'COUNTY ROAD 14, AND 2.8 M (9.2 FT) WEST OF A UTILITY POLE.
 KM0210'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KM0210'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 KM0210'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 KM0210
 KM0210                          STATION RECOVERY (2003)
 KM0210
 KM0210'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 KM0210'RECOVERED IN GOOD CONDITION.
 KM0210
 KM0210                          STATION RECOVERY (2004)
 KM0210
 KM0210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 KM0210'ROAD IS NOW REFERRED TO ONLY AS US 6.  RR IS NOW PART OF UNION PACIFIC
 KM0210'SYSTEMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0650 ***********************************************************************
 JL0650  DESIGNATION -  H 417
 JL0650  PID         -  JL0650
 JL0650  STATE/COUNTY-  CO/CHAFFEE
 JL0650  USGS QUAD   -  SALIDA WEST (1994)
 JL0650
 JL0650                         *CURRENT SURVEY CONTROL
 JL0650  ___________________________________________________________________
 JL0650* NAD 83(1986)-  38 31 52.     (N)    106 00 40.     (W)     SCALED    
 JL0650* NAVD 88     -      2176.214  (meters)    7139.80   (feet)  ADJUSTED  
 JL0650  ___________________________________________________________________
 JL0650  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 JL0650  DYNAMIC HT  -        2173.577 (meters)    7131.14  (feet)  COMP
 JL0650  MODELED GRAV-     979,339.4   (mgal)                       NAVD 88
 JL0650
 JL0650  VERT ORDER  -  FIRST     CLASS II
 JL0650
 JL0650.The horizontal coordinates were scaled from a topographic map and have
 JL0650.an estimated accuracy of +/- 6 seconds.
 JL0650
 JL0650.The orthometric height was determined by differential leveling
 JL0650.and adjusted by the National Geodetic Survey in June 1991..
 JL0650
 JL0650.The geoid height was determined by GEOID03.
 JL0650
 JL0650.The dynamic height is computed by dividing the NAVD 88
 JL0650.geopotential number by the normal gravity value computed on the
 JL0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0650.degrees latitude (g = 980.6199 gals.).
 JL0650
 JL0650.The modeled gravity was interpolated from observed gravity values.
 JL0650
 JL0650;                    North         East    Units  Estimated Accuracy
 JL0650;SPC CO C     -   382,390.      869,840.      MT  (+/- 180 meters Scaled)
 JL0650
 JL0650                          SUPERSEDED SURVEY CONTROL
 JL0650
 JL0650.No superseded survey control is available for this station.
 JL0650
 JL0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC118652(NAD 83)
 JL0650_MARKER: I = METAL ROD
 JL0650_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JL0650+WITH SETTING: INFORMATION.
 JL0650_SP_SET: SHALLOW-SET METAL ROD
 JL0650_STAMPING: H 417 1984
 JL0650_MARK LOGO: NGS   
 JL0650_PROJECTION: FLUSH
 JL0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0650_ROD/PIPE-DEPTH: 2.8  meters
 JL0650
 JL0650  HISTORY     - Date     Condition        Report By
 JL0650  HISTORY     - 1984     MONUMENTED       NGS
 JL0650
 JL0650                          STATION DESCRIPTION
 JL0650
 JL0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0650'6.7 KM (4.15 MI) EAST FROM PONCHA SPRINGS.
 JL0650'5.9 KM (3.65 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS SOUTH
 JL0650'JUNCTION WITH U.S. HIGHWAY 285 IN PONCHA SPRINGS, THENCE 0.8 KM (0.5
 JL0650'MI) NORTHERLY ALONG HOLMAN AVENUE, 20.2 M (66.3 FT) SOUTHWEST OF THE
 JL0650'CENTERLINE OF THE AVENUE, 11.5 M (37.7 FT) SOUTHWEST OF A FENCE
 JL0650'CORNER, 5.8 M (19.0 FT) SOUTH OF THE CENTER OF A GATE AND FIELD
 JL0650'ENTRANCE, AND 3.6 M (11.8 FT) NORTHEAST OF A FENCE CORNER.
 JL0650'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JL0650'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 JL0650'THE MARK IS 0.9 M BELOW THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0374 ***********************************************************************
 LK0374  DESIGNATION -  H 418
 LK0374  PID         -  LK0374
 LK0374  STATE/COUNTY-  CO/MORGAN
 LK0374  USGS QUAD   -  FORT MORGAN (1984)
 LK0374
 LK0374                         *CURRENT SURVEY CONTROL
 LK0374  ___________________________________________________________________
 LK0374* NAD 83(1986)-  40 15 47.     (N)    103 47 18.     (W)     SCALED    
 LK0374* NAVD 88     -      1299.495  (meters)    4263.43   (feet)  ADJUSTED  
 LK0374  ___________________________________________________________________
 LK0374  GEOID HEIGHT-         -19.50  (meters)                     GEOID03
 LK0374  DYNAMIC HT  -        1298.450 (meters)    4260.00  (feet)  COMP
 LK0374  MODELED GRAV-     979,776.5   (mgal)                       NAVD 88
 LK0374
 LK0374  VERT ORDER  -  FIRST     CLASS II
 LK0374
 LK0374.The horizontal coordinates were scaled from a topographic map and have
 LK0374.an estimated accuracy of +/- 6 seconds.
 LK0374
 LK0374.The orthometric height was determined by differential leveling
 LK0374.and adjusted by the National Geodetic Survey in June 1991..
 LK0374
 LK0374.The geoid height was determined by GEOID03.
 LK0374
 LK0374.The dynamic height is computed by dividing the NAVD 88
 LK0374.geopotential number by the normal gravity value computed on the
 LK0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0374.degrees latitude (g = 980.6199 gals.).
 LK0374
 LK0374.The modeled gravity was interpolated from observed gravity values.
 LK0374
 LK0374;                    North         East    Units  Estimated Accuracy
 LK0374;SPC CO N     -   409,430.    1,059,990.      MT  (+/- 180 meters Scaled)
 LK0374
 LK0374                          SUPERSEDED SURVEY CONTROL
 LK0374
 LK0374.No superseded survey control is available for this station.
 LK0374
 LK0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE030576(NAD 83)
 LK0374_MARKER: I = METAL ROD
 LK0374_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0374_SP_SET: STAINLESS STEEL ROD
 LK0374_STAMPING: H 418 1984
 LK0374_MARK LOGO: NGS   
 LK0374_PROJECTION: FLUSH
 LK0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0374_ROD/PIPE-DEPTH: 20.7 meters
 LK0374
 LK0374  HISTORY     - Date     Condition        Report By
 LK0374  HISTORY     - 1984     MONUMENTED       NGS
 LK0374
 LK0374                          STATION DESCRIPTION
 LK0374
 LK0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LK0374'1.1 KM (0.7 MI) EAST FROM FORT MORGAN.
 LK0374'1.1 KM (0.7 MI) EASTERLY ALONG INTERSATE HIGHWAY 76 FROM ITS JUNCTION
 LK0374'WITH STATE HIGHWAY 52 IN FORT MORGAN, 0.3 KM (0.2 MI) WEST OF
 LK0374'MILEPOST 81, AND 32.5 M (106.6 FT) SOUTH OF THE CENTERLINE OF THE
 LK0374'EAST BOUND LANES OF THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD
 LK0374'THROUGH A 5-INCH LOGO CAP.
 LK0374'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 LK0374'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0401 ***********************************************************************
 LK0401  DESIGNATION -  H 419
 LK0401  PID         -  LK0401
 LK0401  STATE/COUNTY-  CO/LOGAN
 LK0401  USGS QUAD   -  ATWOOD (1951)
 LK0401
 LK0401                         *CURRENT SURVEY CONTROL
 LK0401  ___________________________________________________________________
 LK0401* NAD 83(1986)-  40 31 43.     (N)    103 17 31.     (W)     SCALED    
 LK0401* NAVD 88     -      1219.771  (meters)    4001.87   (feet)  ADJUSTED  
 LK0401  ___________________________________________________________________
 LK0401  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 LK0401  DYNAMIC HT  -        1218.860 (meters)    3998.88  (feet)  COMP
 LK0401  MODELED GRAV-     979,835.7   (mgal)                       NAVD 88
 LK0401
 LK0401  VERT ORDER  -  FIRST     CLASS II
 LK0401
 LK0401.The horizontal coordinates were scaled from a topographic map and have
 LK0401.an estimated accuracy of +/- 6 seconds.
 LK0401
 LK0401.The orthometric height was determined by differential leveling
 LK0401.and adjusted by the National Geodetic Survey in June 1991..
 LK0401
 LK0401.The geoid height was determined by GEOID03.
 LK0401
 LK0401.The dynamic height is computed by dividing the NAVD 88
 LK0401.geopotential number by the normal gravity value computed on the
 LK0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0401.degrees latitude (g = 980.6199 gals.).
 LK0401
 LK0401.The modeled gravity was interpolated from observed gravity values.
 LK0401
 LK0401;                    North         East    Units  Estimated Accuracy
 LK0401;SPC CO N     -   439,840.    1,101,470.      MT  (+/- 180 meters Scaled)
 LK0401
 LK0401                          SUPERSEDED SURVEY CONTROL
 LK0401
 LK0401.No superseded survey control is available for this station.
 LK0401
 LK0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE446878(NAD 83)
 LK0401_MARKER: I = METAL ROD
 LK0401_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0401_SP_SET: STAINLESS STEEL ROD
 LK0401_STAMPING: H 419 1984
 LK0401_MARK LOGO: NGS   
 LK0401_PROJECTION: FLUSH
 LK0401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0401_ROD/PIPE-DEPTH: 22.0 meters
 LK0401
 LK0401  HISTORY     - Date     Condition        Report By
 LK0401  HISTORY     - 1984     MONUMENTED       NGS
 LK0401
 LK0401                          STATION DESCRIPTION
 LK0401
 LK0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LK0401'12.3 KM (7.65 MI) SW FROM STERLING.
 LK0401'12.3 KM (7.6 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 6 FROM ITS
 LK0401'JUNCTION WITH FRONT STREET IN STERLING, 0.5 KM (0.3 MI) NORTHEAST OF
 LK0401'RAILROAD MILEPOST 66, 37.3 M (122.4 FT) SOUTHEAST OF THE CENTERLINE
 LK0401'OF THE HIGHWAY, 13.2 M (43.3 FT) SOUTHEAST OF THE NEAR RAIL OF THE
 LK0401'UNION PACIFIC RAILROAD, 1.4 M (4.6 FT) NORTHEAST OF A UTILITY POLE,
 LK0401'AND 1.4 M (4.6 FT) NORTHWEST OF A FENCE.  NOTE--ACCESS TO DATUM POINT
 LK0401'IS HAD THROUGH A 5-INCH LOGO CAP.
 LK0401'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LK0401'THE MARK IS 0.9 M BELOW THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0099 ***********************************************************************
 HM0099  DESIGNATION -  H 42
 HM0099  PID         -  HM0099
 HM0099  STATE/COUNTY-  CO/MONTEZUMA
 HM0099  USGS QUAD   -  BATTLE ROCK (1979)
 HM0099
 HM0099                         *CURRENT SURVEY CONTROL
 HM0099  ___________________________________________________________________
 HM0099* NAD 83(1986)-  37 20 12.     (N)    108 47 54.     (W)     SCALED    
 HM0099* NAVD 88     -      1673.482  (meters)    5490.42   (feet)  POSTED    
 HM0099  ___________________________________________________________________
 HM0099  GEOID HEIGHT-         -19.85  (meters)                     GEOID03
 HM0099  DYNAMIC HT  -        1671.490 (meters)    5483.88  (feet)  COMP
 HM0099  MODELED GRAV-     979,384.4   (mgal)                       NAVD 88
 HM0099
 HM0099  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HM0099
 HM0099.The horizontal coordinates were scaled from a topographic map and have
 HM0099.an estimated accuracy of +/- 6 seconds.
 HM0099
 HM0099.The orthometric height was determined by differential leveling
 HM0099.and adjusted by the National Geodetic Survey in 1992..
 HM0099.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HM0099.rate of 0.0 thru 1.0 mm/km.
 HM0099
 HM0099.The geoid height was determined by GEOID03.
 HM0099
 HM0099.The dynamic height is computed by dividing the NAVD 88
 HM0099.geopotential number by the normal gravity value computed on the
 HM0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0099.degrees latitude (g = 980.6199 gals.).
 HM0099
 HM0099.The modeled gravity was interpolated from observed gravity values.
 HM0099
 HM0099;                    North         East    Units  Estimated Accuracy
 HM0099;SPC CO S     -   384,320.      622,180.      MT  (+/- 180 meters Scaled)
 HM0099
 HM0099                          SUPERSEDED SURVEY CONTROL
 HM0099
 HM0099  NGVD 29 (??/??/92) 1672.432  (m)         5486.97   (f) ADJ UNCH    1 2
 HM0099
 HM0099.Superseded values are not recommended for survey control.
 HM0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0099.See file dsdata.txt to determine how the superseded data were derived.
 HM0099
 HM0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG950344(NAD 83)
 HM0099_MARKER: DB = BENCH MARK DISK
 HM0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0099_STAMPING: H 42 1934
 HM0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0099+STABILITY: SURFACE MOTION
 HM0099
 HM0099  HISTORY     - Date     Condition        Report By
 HM0099  HISTORY     - 1934     MONUMENTED       CGS
 HM0099  HISTORY     - 1975     MARK NOT FOUND   USGS
 HM0099
 HM0099                          STATION DESCRIPTION
 HM0099
 HM0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0099'15.2 MI SW FROM CORTEZ.
 HM0099'15.2 MILES S.W. ALONG CORTEZ-BLUFF ROAD.  22 FT. SOUTH OF CORTEZ-BLUFF
 HM0099'ROAD.
 HM0099
 HM0099                          STATION RECOVERY (1975)
 HM0099
 HM0099'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HM0099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0149 ***********************************************************************
 JL0149  DESIGNATION -  H 42
 JL0149  PID         -  JL0149
 JL0149  STATE/COUNTY-  CO/SAGUACHE
 JL0149  USGS QUAD   -  SAGUACHE (1967)
 JL0149
 JL0149                         *CURRENT SURVEY CONTROL
 JL0149  ___________________________________________________________________
 JL0149* NAD 83(1986)-  38 05 14.     (N)    106 08 13.     (W)     SCALED    
 JL0149* NAVD 88     -      2347.512  (meters)    7701.80   (feet)  ADJUSTED  
 JL0149  ___________________________________________________________________
 JL0149  GEOID HEIGHT-         -15.31  (meters)                     GEOID03
 JL0149  DYNAMIC HT  -        2344.550 (meters)    7692.08  (feet)  COMP
 JL0149  MODELED GRAV-     979,283.2   (mgal)                       NAVD 88
 JL0149
 JL0149  VERT ORDER  -  SECOND    CLASS 0
 JL0149
 JL0149.The horizontal coordinates were scaled from a topographic map and have
 JL0149.an estimated accuracy of +/- 6 seconds.
 JL0149
 JL0149.The orthometric height was determined by differential leveling
 JL0149.and adjusted by the National Geodetic Survey in June 1991..
 JL0149
 JL0149.The geoid height was determined by GEOID03.
 JL0149
 JL0149.The dynamic height is computed by dividing the NAVD 88
 JL0149.geopotential number by the normal gravity value computed on the
 JL0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0149.degrees latitude (g = 980.6199 gals.).
 JL0149
 JL0149.The modeled gravity was interpolated from observed gravity values.
 JL0149
 JL0149;                    North         East    Units  Estimated Accuracy
 JL0149;SPC CO S     -   462,650.      858,530.      MT  (+/- 180 meters Scaled)
 JL0149
 JL0149                          SUPERSEDED SURVEY CONTROL
 JL0149
 JL0149  NGVD 29 (??/??/92) 2346.123  (m)         7697.24   (f) ADJ UNCH    2 0
 JL0149
 JL0149.Superseded values are not recommended for survey control.
 JL0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0149.See file dsdata.txt to determine how the superseded data were derived.
 JL0149
 JL0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC002161(NAD 83)
 JL0149_MARKER: DD = SURVEY DISK
 JL0149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JL0149_SP_SET: STEP
 JL0149_STAMPING: H 42 1926
 JL0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JL0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0149+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2000
 JL0149
 JL0149  HISTORY     - Date     Condition        Report By
 JL0149  HISTORY     - 1926     MONUMENTED       USGS
 JL0149  HISTORY     - 1945     GOOD             NGS
 JL0149  HISTORY     - 20000519 GOOD             NGS
 JL0149
 JL0149                          STATION DESCRIPTION
 JL0149
 JL0149'DESCRIBED BY US GEOLOGICAL SURVEY 1926
 JL0149'IN SAGUACHE.
 JL0149'AT SAGUACHE, SAGUACHE COUNTY, AT THE COUNTY COURTHOUSE BUILDING, 15.3
 JL0149'FEET EAST OF THE CENTER OF THE MAIN ENTRANCE DOOR, IN THE TOP OF THE
 JL0149'BOTTOM STEP, 14.1 FEET SOUTHEAST OF THE NORTHWEST END, 1.5 FEET
 JL0149'NORTHWEST OF THE SOUTHEAST END, AND ABOUT 0.6 FOOT ABOVE THE CONCRETE
 JL0149'SIDEWALK.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H
 JL0149'42 1926.
 JL0149
 JL0149                          STATION RECOVERY (1945)
 JL0149
 JL0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 JL0149'RECOVERED IN GOOD CONDITION.
 JL0149
 JL0149                          STATION RECOVERY (2000)
 JL0149
 JL0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DW)
 JL0149'COURTHOUSE AT SW CORNER OF 4TH ST. AND CHRISTY AVE. AND WAS BUILT IN
 JL0149'1910.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0153 ***********************************************************************
 KM0153  DESIGNATION -  H 420
 KM0153  PID         -  KM0153
 KM0153  STATE/COUNTY-  CO/RIO BLANCO
 KM0153  USGS QUAD   -  PHILADELPHIA CREEK (1964)
 KM0153
 KM0153                         *CURRENT SURVEY CONTROL
 KM0153  ___________________________________________________________________
 KM0153* NAD 83(1986)-  39 52 43.     (N)    108 43 56.     (W)     SCALED    
 KM0153* NAVD 88     -      1791.550  (meters)    5877.78   (feet)  ADJUSTED  
 KM0153  ___________________________________________________________________
 KM0153  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 KM0153  DYNAMIC HT  -        1789.825 (meters)    5872.12  (feet)  COMP
 KM0153  MODELED GRAV-     979,599.7   (mgal)                       NAVD 88
 KM0153
 KM0153  VERT ORDER  -  FIRST     CLASS II
 KM0153
 KM0153.The horizontal coordinates were scaled from a topographic map and have
 KM0153.an estimated accuracy of +/- 6 seconds.
 KM0153
 KM0153.The orthometric height was determined by differential leveling
 KM0153.and adjusted by the National Geodetic Survey in June 1991..
 KM0153
 KM0153.The geoid height was determined by GEOID03.
 KM0153
 KM0153.The dynamic height is computed by dividing the NAVD 88
 KM0153.geopotential number by the normal gravity value computed on the
 KM0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0153.degrees latitude (g = 980.6199 gals.).
 KM0153
 KM0153.The modeled gravity was interpolated from observed gravity values.
 KM0153
 KM0153;                    North         East    Units  Estimated Accuracy
 KM0153;SPC CO N     -   370,380.      637,970.      MT  (+/- 180 meters Scaled)
 KM0153
 KM0153                          SUPERSEDED SURVEY CONTROL
 KM0153
 KM0153.No superseded survey control is available for this station.
 KM0153
 KM0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK939167(NAD 83)
 KM0153_MARKER: DB = BENCH MARK DISK
 KM0153_SETTING: 66 = SET IN ROCK OUTCROP
 KM0153_SP_SET: ROCK OUTCROP
 KM0153_STAMPING: H 420 1984
 KM0153_MARK LOGO: NGS   
 KM0153_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0153+STABILITY: POSITION/ELEVATION WELL
 KM0153
 KM0153  HISTORY     - Date     Condition        Report By
 KM0153  HISTORY     - 1984     MONUMENTED       NGS
 KM0153
 KM0153                          STATION DESCRIPTION
 KM0153
 KM0153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0153'26.7 KM (16.6 MI) SOUTH FROM RANGELY.
 KM0153'1.8 KM (1.1 MI) EAST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE IN
 KM0153'RANGELY, THENCE 24.9 KM (15.5 MI) SOUTHERLY ALONG STATE HIGHWAY 139,
 KM0153'IN THE BASE OF A LARGE EXPOSED AREA OF A ROCK LEDGE, 1.8 KM (1.1 MI)
 KM0153'SOUTHEAST OF THE INTERSECTION OF A DIRT ROAD LEADING TO BIG BULL DRAW,
 KM0153'0.5 KM (0.3 MI) NORTH OF A HIGHWAY PULLOFF AND INFORMATION SIGN (CANON
 KM0153'PINTADO PAINTED CANYON), 100.0 M (328.1 FT) SOUTH OF THE NORTH END OF
 KM0153'THE LEDGE, 33.9 M (111.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 KM0153'AND 0.3 M (1.0 FT) WEST OF THE EAST END OF THE ROCK LEDGE.
 KM0153'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 KM0153'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0588 ***********************************************************************
 JL0588  DESIGNATION -  H 421
 JL0588  PID         -  JL0588
 JL0588  STATE/COUNTY-  CO/CHAFFEE
 JL0588  USGS QUAD   -  SALIDA WEST (1994)
 JL0588
 JL0588                         *CURRENT SURVEY CONTROL
 JL0588  ___________________________________________________________________
 JL0588* NAD 83(1986)-  38 31 08.     (N)    106 04 42.     (W)     SCALED    
 JL0588* NAVD 88     -      2287.004  (meters)    7503.28   (feet)  ADJUSTED  
 JL0588  ___________________________________________________________________
 JL0588  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 JL0588  DYNAMIC HT  -        2284.148 (meters)    7493.91  (feet)  COMP
 JL0588  MODELED GRAV-     979,298.1   (mgal)                       NAVD 88
 JL0588
 JL0588  VERT ORDER  -  FIRST     CLASS II
 JL0588
 JL0588.The horizontal coordinates were scaled from a topographic map and have
 JL0588.an estimated accuracy of +/- 6 seconds.
 JL0588
 JL0588.The orthometric height was determined by differential leveling
 JL0588.and adjusted by the National Geodetic Survey in June 1991..
 JL0588
 JL0588.The geoid height was determined by GEOID03.
 JL0588
 JL0588.The dynamic height is computed by dividing the NAVD 88
 JL0588.geopotential number by the normal gravity value computed on the
 JL0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0588.degrees latitude (g = 980.6199 gals.).
 JL0588
 JL0588.The modeled gravity was interpolated from observed gravity values.
 JL0588
 JL0588;                    North         East    Units  Estimated Accuracy
 JL0588;SPC CO C     -   381,060.      863,970.      MT  (+/- 180 meters Scaled)
 JL0588
 JL0588                          SUPERSEDED SURVEY CONTROL
 JL0588
 JL0588.No superseded survey control is available for this station.
 JL0588
 JL0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC059639(NAD 83)
 JL0588_MARKER: I = METAL ROD
 JL0588_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JL0588+WITH SETTING: INFORMATION.
 JL0588_SP_SET: SHALLOW-SET METAL ROD
 JL0588_STAMPING: H 421 1984
 JL0588_MARK LOGO: NGS   
 JL0588_PROJECTION: FLUSH
 JL0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0588_ROD/PIPE-DEPTH: 1.2  meters
 JL0588
 JL0588  HISTORY     - Date     Condition        Report By
 JL0588  HISTORY     - 1984     MONUMENTED       NGS
 JL0588
 JL0588                          STATION DESCRIPTION
 JL0588
 JL0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0588'IN PONCHA SPRINGS.
 JL0588'IN PONCHA SPRINGS, AT THE INTERSECTION OF U.S. HIGHWAY 285 AND COUNTY
 JL0588'ROAD 120, 37.2 M (122.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 JL0588'20.6 M (67.6 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD, AND 0.6 M
 JL0588'(2.0 FT) NORTHWEST OF UTILITY POLE NUMBER 106 2.  NOTE=REFUSAL WAS
 JL0588'REACHED AT 4.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 JL0588'CAP.
 JL0588'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 JL0588'THE MARK IS 1.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0579 ***********************************************************************
 JL0579  DESIGNATION -  H 422
 JL0579  PID         -  JL0579
 JL0579  STATE/COUNTY-  CO/CHAFFEE
 JL0579  USGS QUAD   -  MAYSVILLE (1994)
 JL0579
 JL0579                         *CURRENT SURVEY CONTROL
 JL0579  ___________________________________________________________________
 JL0579* NAD 83(1986)-  38 32 41.     (N)    106 14 38.     (W)     SCALED    
 JL0579* NAVD 88     -      2709.914  (meters)    8890.78   (feet)  ADJUSTED  
 JL0579  ___________________________________________________________________
 JL0579  GEOID HEIGHT-         -14.09  (meters)                     GEOID03
 JL0579  DYNAMIC HT  -        2706.274 (meters)    8878.83  (feet)  COMP
 JL0579  MODELED GRAV-     979,187.6   (mgal)                       NAVD 88
 JL0579
 JL0579  VERT ORDER  -  FIRST     CLASS II
 JL0579
 JL0579.The horizontal coordinates were scaled from a topographic map and have
 JL0579.an estimated accuracy of +/- 6 seconds.
 JL0579
 JL0579.The orthometric height was determined by differential leveling
 JL0579.and adjusted by the National Geodetic Survey in June 1991..
 JL0579
 JL0579.The geoid height was determined by GEOID03.
 JL0579
 JL0579.The dynamic height is computed by dividing the NAVD 88
 JL0579.geopotential number by the normal gravity value computed on the
 JL0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0579.degrees latitude (g = 980.6199 gals.).
 JL0579
 JL0579.The modeled gravity was interpolated from observed gravity values.
 JL0579
 JL0579;                    North         East    Units  Estimated Accuracy
 JL0579;SPC CO C     -   384,040.      849,550.      MT  (+/- 180 meters Scaled)
 JL0579
 JL0579                          SUPERSEDED SURVEY CONTROL
 JL0579
 JL0579.No superseded survey control is available for this station.
 JL0579
 JL0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC916669(NAD 83)
 JL0579_MARKER: I = METAL ROD
 JL0579_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JL0579+WITH SETTING: INFORMATION.
 JL0579_SP_SET: SHALLOW-SET METAL ROD
 JL0579_STAMPING: H 422 1984
 JL0579_MARK LOGO: NGS   
 JL0579_PROJECTION: FLUSH
 JL0579_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0579_ROD/PIPE-DEPTH: 1.2  meters
 JL0579
 JL0579  HISTORY     - Date     Condition        Report By
 JL0579  HISTORY     - 1984     MONUMENTED       NGS
 JL0579
 JL0579                          STATION DESCRIPTION
 JL0579
 JL0579'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0579'15.1 KM (9.4 MI) WEST FROM PONCHA SPRINGS.
 JL0579'15.1 KM (9.4 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS NORTH
 JL0579'JUNCTION WITH U.S. HIGHWAY 285 IN PONCHA SPRINGS, AT THE SOUTHEASTERN
 JL0579'1 OF 2 UTILITY LINE CROSSINGS, 21.6 M (70.9 FT) NORTHEAST OF THE
 JL0579'CENTERLINE OF THE HIGHWAY, 2.4 M (7.9 FT) SOUTHEAST OF THE NORTHWEST
 JL0579'LEG OF DOUBLE UTILITY POLE NUMBER 9-6, AND 1.5 M (4.9 FT) NORTHWEST OF
 JL0579'THE SOUTHEAST LEG OF THE UTILITY POLE.  NOTE=REFUSAL WAS REACHED AT
 JL0579'4.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 JL0579'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0535 ***********************************************************************
 JL0535  DESIGNATION -  H 423
 JL0535  PID         -  JL0535
 JL0535  STATE/COUNTY-  CO/GUNNISON
 JL0535  USGS QUAD   -  PARLIN (1964)
 JL0535
 JL0535                         *CURRENT SURVEY CONTROL
 JL0535  ___________________________________________________________________
 JL0535* NAD 83(1986)-  38 30 27.     (N)    106 43 57.     (W)     SCALED    
 JL0535* NAVD 88     -      2433.809  (meters)    7984.92   (feet)  ADJUSTED  
 JL0535  ___________________________________________________________________
 JL0535  GEOID HEIGHT-         -14.23  (meters)                     GEOID03
 JL0535  DYNAMIC HT  -        2430.785 (meters)    7975.00  (feet)  COMP
 JL0535  MODELED GRAV-     979,298.1   (mgal)                       NAVD 88
 JL0535
 JL0535  VERT ORDER  -  FIRST     CLASS II
 JL0535
 JL0535.The horizontal coordinates were scaled from a topographic map and have
 JL0535.an estimated accuracy of +/- 6 seconds.
 JL0535
 JL0535.The orthometric height was determined by differential leveling
 JL0535.and adjusted by the National Geodetic Survey in June 1991..
 JL0535
 JL0535.The geoid height was determined by GEOID03.
 JL0535
 JL0535.The dynamic height is computed by dividing the NAVD 88
 JL0535.geopotential number by the normal gravity value computed on the
 JL0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0535.degrees latitude (g = 980.6199 gals.).
 JL0535
 JL0535.The modeled gravity was interpolated from observed gravity values.
 JL0535
 JL0535;                    North         East    Units  Estimated Accuracy
 JL0535;SPC CO C     -   380,370.      806,900.      MT  (+/- 180 meters Scaled)
 JL0535
 JL0535                          SUPERSEDED SURVEY CONTROL
 JL0535
 JL0535.No superseded survey control is available for this station.
 JL0535
 JL0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC489635(NAD 83)
 JL0535_MARKER: DB = BENCH MARK DISK
 JL0535_SETTING: 66 = SET IN ROCK OUTCROP
 JL0535_SP_SET: ROCK OUTCROP
 JL0535_STAMPING: H 423 1984
 JL0535_MARK LOGO: NGS   
 JL0535_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0535+STABILITY: POSITION/ELEVATION WELL
 JL0535
 JL0535  HISTORY     - Date     Condition        Report By
 JL0535  HISTORY     - 1984     MONUMENTED       NGS
 JL0535
 JL0535                          STATION DESCRIPTION
 JL0535
 JL0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0535'17.9 KM (11.1 MI) EAST FROM GUNNISON.
 JL0535'17.9 KM (11.1 FT) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JL0535'WITH STATE HIGHWAY 135 IN GUNNISON, NEAR THE CENTER OF A 1.5 BY 2 FOOT
 JL0535'EXPOSED AREA OF OUTCROPPING BEDROCK, 0.6 KM (0.35 MI) NORTHWEST OF THE
 JL0535'SMALL COMMUNITY OF PARLIN, 11.3 M (37.1 FT) SOUTHWEST OF THE
 JL0535'CENTERLINE OF THE HIGHWAY, AND 3.6 M (11.8 FT) NORTHWEST OF A SMALL
 JL0535'CANAL.
 JL0535'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0515 ***********************************************************************
 JL0515  DESIGNATION -  H 424
 JL0515  PID         -  JL0515
 JL0515  STATE/COUNTY-  CO/GUNNISON
 JL0515  USGS QUAD   -  CARPENTER RIDGE (1982)
 JL0515
 JL0515                         *CURRENT SURVEY CONTROL
 JL0515  ___________________________________________________________________
 JL0515* NAD 83(1986)-  38 28 24.     (N)    107 08 27.     (W)     SCALED    
 JL0515* NAVD 88     -      2305.732  (meters)    7564.72   (feet)  ADJUSTED  
 JL0515  ___________________________________________________________________
 JL0515  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 JL0515  DYNAMIC HT  -        2302.914 (meters)    7555.48  (feet)  COMP
 JL0515  MODELED GRAV-     979,324.0   (mgal)                       NAVD 88
 JL0515
 JL0515  VERT ORDER  -  FIRST     CLASS II
 JL0515
 JL0515.The horizontal coordinates were scaled from a topographic map and have
 JL0515.an estimated accuracy of +/- 6 seconds.
 JL0515
 JL0515.The orthometric height was determined by differential leveling
 JL0515.and adjusted by the National Geodetic Survey in June 1991..
 JL0515
 JL0515.The geoid height was determined by GEOID03.
 JL0515
 JL0515.The dynamic height is computed by dividing the NAVD 88
 JL0515.geopotential number by the normal gravity value computed on the
 JL0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0515.degrees latitude (g = 980.6199 gals.).
 JL0515
 JL0515.The modeled gravity was interpolated from observed gravity values.
 JL0515
 JL0515;                    North         East    Units  Estimated Accuracy
 JL0515;SPC CO C     -   377,140.      771,220.      MT  (+/- 180 meters Scaled)
 JL0515
 JL0515                          SUPERSEDED SURVEY CONTROL
 JL0515
 JL0515.No superseded survey control is available for this station.
 JL0515
 JL0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC132605(NAD 83)
 JL0515_MARKER: DB = BENCH MARK DISK
 JL0515_SETTING: 66 = SET IN ROCK OUTCROP
 JL0515_SP_SET: ROCK OUTCROP
 JL0515_STAMPING: H 424 1984
 JL0515_MARK LOGO: NGS   
 JL0515_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0515+STABILITY: POSITION/ELEVATION WELL
 JL0515
 JL0515  HISTORY     - Date     Condition        Report By
 JL0515  HISTORY     - 1984     MONUMENTED       NGS
 JL0515
 JL0515                          STATION DESCRIPTION
 JL0515
 JL0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0515'22.6 KM (14.05 MI) WEST FROM GUNNISON.
 JL0515'22.6 KM (14.05 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JL0515'WITH STATE HIGHWAY 135 IN GUNNISON, IN A 4 BY 15 FOOT EXPOSED AREA OF
 JL0515'BEDROCK IN A HIGHWAY CUT, 7.7 KM (4.8 MI) WEST OF THE INTERSECTION OF
 JL0515'STATE HIGHWAY 149, 0.4 KM (0.25 MI) EAST OF THE INTERSECTION OF A DIRT
 JL0515'ROAD LEADING NORTH TO RAINBOW LAKE, 106.9 M (350.7 FT) EAST OF THE
 JL0515'WEST END OF THE CUT, 26.8 M (87.9 FT) SOUTHEAST OF UTILITY POLE NUMBER
 JL0515'3110, AND 17.4 M (57.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 JL0515'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST
 JL0515'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0489 ***********************************************************************
 JL0489  DESIGNATION -  H 425
 JL0489  PID         -  JL0489
 JL0489  STATE/COUNTY-  CO/GUNNISON
 JL0489  USGS QUAD   -  CURECANTI NEEDLE (1982)
 JL0489
 JL0489                         *CURRENT SURVEY CONTROL
 JL0489  ___________________________________________________________________
 JL0489* NAD 83(1992)-  38 23 09.61026(N)    107 26 01.62537(W)     ADJUSTED  
 JL0489* NAVD 88     -      2654.354  (meters)    8708.49   (feet)  ADJUSTED  
 JL0489  ___________________________________________________________________
 JL0489  X           -  -1,500,415.635 (meters)                     COMP
 JL0489  Y           -  -4,777,957.196 (meters)                     COMP
 JL0489  Z           -   3,940,757.193 (meters)                     COMP
 JL0489  LAPLACE CORR-           5.75  (seconds)                    DEFLEC99
 JL0489  ELLIP HEIGHT-        2639.38  (meters)          (12/03/02) GPS OBS
 JL0489  GEOID HEIGHT-         -14.93  (meters)                     GEOID03
 JL0489  DYNAMIC HT  -        2650.937 (meters)    8697.28  (feet)  COMP
 JL0489  MODELED GRAV-     979,245.2   (mgal)                       NAVD 88
 JL0489
 JL0489  HORZ ORDER  -  FIRST
 JL0489  VERT ORDER  -  FIRST     CLASS II
 JL0489  ELLP ORDER  -  FOURTH    CLASS II
 JL0489
 JL0489.The horizontal coordinates were established by GPS observations
 JL0489.and adjusted by the National Geodetic Survey in March 2001..
 JL0489
 JL0489.The orthometric height was determined by differential leveling
 JL0489.and adjusted by the National Geodetic Survey in June 1991..
 JL0489
 JL0489.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JL0489
 JL0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0489
 JL0489.The ellipsoidal height was determined by GPS observations
 JL0489.and is referenced to NAD 83.
 JL0489
 JL0489.The geoid height was determined by GEOID03.
 JL0489
 JL0489.The dynamic height is computed by dividing the NAVD 88
 JL0489.geopotential number by the normal gravity value computed on the
 JL0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0489.degrees latitude (g = 980.6199 gals.).
 JL0489
 JL0489.The modeled gravity was interpolated from observed gravity values.
 JL0489
 JL0489;                    North         East     Units Scale Factor Converg.
 JL0489;SPC CO C     -   367,949.705   745,457.420   MT  1.00001320   -1 13 10.6
 JL0489;SPC CO C     - 1,207,181.66  2,445,721.55   sFT  1.00001320   -1 13 10.6
 JL0489;UTM  13      - 4,251,448.641   287,430.301   MT  1.00015651   -1 30 42.6
 JL0489
 JL0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0489!SPC CO C     -   0.99958603  x   1.00001320  =   0.99959923
 JL0489!UTM  13      -   0.99958603  x   1.00015651  =   0.99974248
 JL0489
 JL0489                          SUPERSEDED SURVEY CONTROL
 JL0489
 JL0489  NAVD 88 (03/07/01) 2654.35   (m)         8708.5    (f) LEVELING    3  
 JL0489
 JL0489.Superseded values are not recommended for survey control.
 JL0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0489.See file dsdata.txt to determine how the superseded data were derived.
 JL0489
 JL0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC8743051449(NAD 83)
 JL0489_MARKER: I = METAL ROD
 JL0489_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JL0489_SP_SET: STAINLESS STEEL ROD
 JL0489_STAMPING: H 425 1984
 JL0489_MARK LOGO: NGS   
 JL0489_PROJECTION: FLUSH
 JL0489_MAGNETIC: I = MARKER IS A STEEL ROD
 JL0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0489+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2000
 JL0489_ROD/PIPE-DEPTH: 6.1  meters
 JL0489
 JL0489  HISTORY     - Date     Condition        Report By
 JL0489  HISTORY     - 1984     MONUMENTED       NGS
 JL0489  HISTORY     - 20000217 GOOD             CODOT
 JL0489
 JL0489                          STATION DESCRIPTION
 JL0489
 JL0489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0489'46.0 KM (28.55 MI) EAST FROM MONTROSE.
 JL0489'46.0 KM (28.55 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JL0489'WITH U.S. HIGHWAY 550 IN MONTROSE, 12.7 KM (7.9 MI) WEST OF THE BLUE
 JL0489'MESA POINT POST OFFICE, 7.2 KM (4.45 MI) EAST OF THE MONTROSE-GUNNISON
 JL0489'COUNTY LINE, AT A HIGHWAY PULLOUT AT THE SUMMIT OF BLUE MESA PASS,
 JL0489'31.4 M (103.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3.0 M
 JL0489'(9.8 FT) NORTHWEST OF THE CENTER OF A GATE AND DIRT ROAD LEADING
 JL0489'SOUTHWEST, AND 0.3 M (1.0 FT) NORTHEAST OF A FENCE.  NOTE=ACCESS TO
 JL0489'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 JL0489'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST
 JL0489'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 JL0489
 JL0489                          STATION RECOVERY (2000)
 JL0489
 JL0489'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2000 (RSC)
 JL0489'THE STATION IS LOCATED ABOUT 4.6 MI (7.4 KM) EAST OF THE
 JL0489'MONTROSE-GUNNISON COUNTY LINE, 4.5 MI (7.2 KM) SOUTH-SOUTHWEST OF THE
 JL0489'CURECANTI NEEDLE AND AT THE SUMMIT OF BLUE MESA PASS, IN THE SOUTHEAST
 JL0489'1/4 OF SECTION 28, T 48 N, R 5 W, AT U.S.  HIGHWAY 50 MILEPOST 121.3.
 JL0489'OWNERSHIP--UNKNOWN
 JL0489'TO REACH THE STATION FROM THE BLUE MESA POINT POST OFFICE, GO WEST ON
 JL0489'U.S.  HIGHWAY 50 FOR 7.9 MI (12.7 KM) TO THE STATION ON THE LEFT AT
 JL0489'THE TURN OUT FOR BLUE MESA PASS.  FROM THE INTERSECTION OF U.S.
 JL0489'HIGHWAY 550 AND U.S.  HIGHWAY 50 IN MONTROSE, GO EAST ON U.S. HIGHWAY
 JL0489'50 FOR 28.55 MI (45.95 KM) TO THE STATION ON THE RIGHT
 JL0489'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 6.1 M (20.0 FT) LONG
 JL0489'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCLOSED IN A 5-INCH PVC PIPE
 JL0489'WITH LOGO LID, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.
 JL0489'IT IS 31.4 M (103.0 FT) SOUTHWEST FROM THE CENTER LINE OF THE HIGHWAY,
 JL0489'5.3 M (17.4 FT) WEST-SOUTHWEST FROM THE CENTER OF A GATE AND DIRT ROAD
 JL0489'LEADING TO THE SOUTHWEST, 4.2 M (13.8 FT) SOUTH-SOUTHEAST FROM A
 JL0489'WITNESS POST, 2.7 M (8.9 FT) SOUTH-SOUTHWEST FROM THE WESTERN GATE
 JL0489'HINGE AND ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0640 ***********************************************************************
 JL0640  DESIGNATION -  H 426
 JL0640  PID         -  JL0640
 JL0640  STATE/COUNTY-  CO/MONTROSE
 JL0640  USGS QUAD   -  MONTROSE EAST (1982)
 JL0640
 JL0640                         *CURRENT SURVEY CONTROL
 JL0640  ___________________________________________________________________
 JL0640* NAD 83(1986)-  38 27 56.     (N)    107 52 22.     (W)     SCALED    
 JL0640* NAVD 88     -      1777.373  (meters)    5831.26   (feet)  ADJUSTED  
 JL0640  ___________________________________________________________________
 JL0640  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 JL0640  DYNAMIC HT  -        1775.410 (meters)    5824.82  (feet)  COMP
 JL0640  MODELED GRAV-     979,461.1   (mgal)                       NAVD 88
 JL0640
 JL0640  VERT ORDER  -  FIRST     CLASS II
 JL0640
 JL0640.The horizontal coordinates were scaled from a topographic map and have
 JL0640.an estimated accuracy of +/- 6 seconds.
 JL0640
 JL0640.The orthometric height was determined by differential leveling
 JL0640.and adjusted by the National Geodetic Survey in June 1991..
 JL0640
 JL0640.The geoid height was determined by GEOID03.
 JL0640
 JL0640.The dynamic height is computed by dividing the NAVD 88
 JL0640.geopotential number by the normal gravity value computed on the
 JL0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0640.degrees latitude (g = 980.6199 gals.).
 JL0640
 JL0640.The modeled gravity was interpolated from observed gravity values.
 JL0640
 JL0640;                    North         East    Units  Estimated Accuracy
 JL0640;SPC CO S     -   507,090.      707,340.      MT  (+/- 180 meters Scaled)
 JL0640
 JL0640                          SUPERSEDED SURVEY CONTROL
 JL0640
 JL0640.No superseded survey control is available for this station.
 JL0640
 JL0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC493613(NAD 83)
 JL0640_MARKER: I = METAL ROD
 JL0640_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JL0640_SP_SET: STAINLESS STEEL ROD
 JL0640_STAMPING: H 426 1984
 JL0640_MARK LOGO: NGS   
 JL0640_PROJECTION: FLUSH
 JL0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0640_ROD/PIPE-DEPTH: 6.7  meters
 JL0640
 JL0640  HISTORY     - Date     Condition        Report By
 JL0640  HISTORY     - 1984     MONUMENTED       NGS
 JL0640  HISTORY     - 20030621 MARK NOT FOUND   USPSQD
 JL0640
 JL0640                          STATION DESCRIPTION
 JL0640
 JL0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0640'1.6 KM (1.0 MI) SOUTH FROM MONTROSE.
 JL0640'0.2 KM (0.1 MI) SOUTHWEST ALONG 1ST STREET FROM THE POST OFFICE IN
 JL0640'MONTROSE, THENCE 1.4 KM (0.85 MI) SOUTH ALONG RIO GRANDE AVENUE, 54.0
 JL0640'M (210.0 FT) EAST OF THE SOUTHEAST CORNER OF THE POWER OPERATION
 JL0640'BUILDING, 24.5 M (80.4 FT) NORTHEAST OF THE CENTERLINE OF THE AVENUE,
 JL0640'14.1 M (46.3 FT) SOUTHWEST OF THE NEAR RAIL OF THE DENVER AND RIO
 JL0640'GRANDE WESTERN RAILROAD, AND 0.6 M (2.0 FT) SOUTHWEST OF A UTILITY
 JL0640'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JL0640'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST
 JL0640'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 JL0640
 JL0640                          STATION RECOVERY (2003)
 JL0640
 JL0640'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 JL0640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0164 ***********************************************************************
 KM0164  DESIGNATION -  H 427
 KM0164  PID         -  KM0164
 KM0164  STATE/COUNTY-  CO/RIO BLANCO
 KM0164  USGS QUAD   -  BIG FOUNDATION CREEK (1964)
 KM0164
 KM0164                         *CURRENT SURVEY CONTROL
 KM0164  ___________________________________________________________________
 KM0164* NAD 83(1986)-  39 41 33.     (N)    108 47 47.     (W)     SCALED    
 KM0164* NAVD 88     -      2047.497  (meters)    6717.50   (feet)  ADJUSTED  
 KM0164  ___________________________________________________________________
 KM0164  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 KM0164  DYNAMIC HT  -        2045.381 (meters)    6710.55  (feet)  COMP
 KM0164  MODELED GRAV-     979,519.8   (mgal)                       NAVD 88
 KM0164
 KM0164  VERT ORDER  -  FIRST     CLASS II
 KM0164
 KM0164.The horizontal coordinates were scaled from a topographic map and have
 KM0164.an estimated accuracy of +/- 6 seconds.
 KM0164
 KM0164.The orthometric height was determined by differential leveling
 KM0164.and adjusted by the National Geodetic Survey in June 1991..
 KM0164
 KM0164.The geoid height was determined by GEOID03.
 KM0164
 KM0164.The dynamic height is computed by dividing the NAVD 88
 KM0164.geopotential number by the normal gravity value computed on the
 KM0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0164.degrees latitude (g = 980.6199 gals.).
 KM0164
 KM0164.The modeled gravity was interpolated from observed gravity values.
 KM0164
 KM0164;                    North         East    Units  Estimated Accuracy
 KM0164;SPC CO N     -   349,930.      631,720.      MT  (+/- 180 meters Scaled)
 KM0164
 KM0164                          SUPERSEDED SURVEY CONTROL
 KM0164
 KM0164.No superseded survey control is available for this station.
 KM0164
 KM0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ889959(NAD 83)
 KM0164_MARKER: DB = BENCH MARK DISK
 KM0164_SETTING: 66 = SET IN ROCK OUTCROP
 KM0164_SP_SET: ROCK OUTCROP
 KM0164_STAMPING: H 427 1984
 KM0164_MARK LOGO: NGS   
 KM0164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0164
 KM0164  HISTORY     - Date     Condition        Report By
 KM0164  HISTORY     - 1984     MONUMENTED       NGS
 KM0164
 KM0164                          STATION DESCRIPTION
 KM0164
 KM0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0164'49.0 KM (30.45 MI) SOUT FROM RANGELY.
 KM0164'1.8 KM (1.1 MI) EAST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE IN
 KM0164'RANGELY, THENCE 47.2 KM (29.35 MI) SOUTHERLY ALONG STATE HIGHWAY 139,
 KM0164'IN THE NORTHERN 1/4 OF A 2.0 BY 49.0 FOOT EXPOSED AREA OF OUTROPPING
 KM0164'BEDROCK, 4.8 KM (3.0 MI) NORTH OF THE RIO BLANCO-GARFIELD COUNTY LINE,
 KM0164'16.9 M (55.4 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.6 M
 KM0164'(5.2 FT) SOUTH OF THE NORTH END AND 0.3 M (1.0 FT) WEST OF THE EAST
 KM0164'END OF THE OUTCROP.
 KM0164'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 KM0164'THE MARK IS 1.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0377 ***********************************************************************
 JM0377  DESIGNATION -  H 428
 JM0377  PID         -  JM0377
 JM0377  STATE/COUNTY-  CO/MESA
 JM0377  USGS QUAD   -  WHITEWATER (1969)
 JM0377
 JM0377                         *CURRENT SURVEY CONTROL
 JM0377  ___________________________________________________________________
 JM0377* NAD 83(1986)-  38 58 44.     (N)    108 27 24.     (W)     SCALED    
 JM0377* NAVD 88     -      1423.156  (meters)    4669.14   (feet)  ADJUSTED  
 JM0377  ___________________________________________________________________
 JM0377  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 JM0377  DYNAMIC HT  -        1421.782 (meters)    4664.63  (feet)  COMP
 JM0377  MODELED GRAV-     979,612.3   (mgal)                       NAVD 88
 JM0377
 JM0377  VERT ORDER  -  FIRST     CLASS II
 JM0377
 JM0377.The horizontal coordinates were scaled from a topographic map and have
 JM0377.an estimated accuracy of +/- 6 seconds.
 JM0377
 JM0377.The orthometric height was determined by differential leveling
 JM0377.and adjusted by the National Geodetic Survey in June 1991..
 JM0377
 JM0377.The geoid height was determined by GEOID03.
 JM0377
 JM0377.The dynamic height is computed by dividing the NAVD 88
 JM0377.geopotential number by the normal gravity value computed on the
 JM0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0377.degrees latitude (g = 980.6199 gals.).
 JM0377
 JM0377.The modeled gravity was interpolated from observed gravity values.
 JM0377
 JM0377;                    North         East    Units  Estimated Accuracy
 JM0377;SPC CO C     -   436,130.      658,260.      MT  (+/- 180 meters Scaled)
 JM0377
 JM0377                          SUPERSEDED SURVEY CONTROL
 JM0377
 JM0377.No superseded survey control is available for this station.
 JM0377
 JM0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ203175(NAD 83)
 JM0377_MARKER: DB = BENCH MARK DISK
 JM0377_SETTING: 66 = SET IN ROCK OUTCROP
 JM0377_SP_SET: ROCK OUTCROP
 JM0377_STAMPING: H 428 1984
 JM0377_MARK LOGO: NGS   
 JM0377_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0377+STABILITY: POSITION/ELEVATION WELL
 JM0377
 JM0377  HISTORY     - Date     Condition        Report By
 JM0377  HISTORY     - 1984     MONUMENTED       NGS
 JM0377
 JM0377                          STATION DESCRIPTION
 JM0377
 JM0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JM0377'18.7 KM (11.6 MI) SE FROM GRAND JUNCTION.
 JM0377'16.9 KM (10.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 50 FROM ITS
 JM0377'JUNCTION WITH U.S. HIGHWAY 6 IN GRAND JUNCTION, THENCE 1.8 KM (1.1
 JM0377'MI) SOUTHWEST ALONG STATE HIGHWAY 141, IN THE SOUTHWESTERN 1/4 OF A
 JM0377'30 BY 200 FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 14.3 M (46.9 FT)
 JM0377'NORTHEAST OF THE SOUTHWEST END OF THE OUTCROP, 13.8 M (45.3 FT)
 JM0377'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 7.0 M (23.0 FT) SOUTHEAST
 JM0377'OF A FENCE, AND 1.3 M (4.3 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 JM0377'OUTCROP.
 JM0377'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 JM0377'THE MARK IS 1.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0359 ***********************************************************************
 JM0359  DESIGNATION -  H 429
 JM0359  PID         -  JM0359
 JM0359  STATE/COUNTY-  CO/DELTA
 JM0359  USGS QUAD   -  DOMINGUEZ (1969)
 JM0359
 JM0359                         *CURRENT SURVEY CONTROL
 JM0359  ___________________________________________________________________
 JM0359* NAD 83(1986)-  38 48 00.     (N)    108 18 50.     (W)     SCALED    
 JM0359* NAVD 88     -      1490.986  (meters)    4891.68   (feet)  ADJUSTED  
 JM0359  ___________________________________________________________________
 JM0359  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 JM0359  DYNAMIC HT  -        1489.495 (meters)    4886.78  (feet)  COMP
 JM0359  MODELED GRAV-     979,575.7   (mgal)                       NAVD 88
 JM0359
 JM0359  VERT ORDER  -  FIRST     CLASS II
 JM0359
 JM0359.The horizontal coordinates were scaled from a topographic map and have
 JM0359.an estimated accuracy of +/- 6 seconds.
 JM0359
 JM0359.The orthometric height was determined by differential leveling
 JM0359.and adjusted by the National Geodetic Survey in June 1991..
 JM0359
 JM0359.The geoid height was determined by GEOID03.
 JM0359
 JM0359.The dynamic height is computed by dividing the NAVD 88
 JM0359.geopotential number by the normal gravity value computed on the
 JM0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0359.degrees latitude (g = 980.6199 gals.).
 JM0359
 JM0359.The modeled gravity was interpolated from observed gravity values.
 JM0359
 JM0359;                    North         East    Units  Estimated Accuracy
 JM0359;SPC CO C     -   415,890.      670,010.      MT  (+/- 180 meters Scaled)
 JM0359
 JM0359                          SUPERSEDED SURVEY CONTROL
 JM0359
 JM0359.No superseded survey control is available for this station.
 JM0359
 JM0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH332980(NAD 83)
 JM0359_MARKER: I = METAL ROD
 JM0359_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JM0359+WITH SETTING: INFORMATION.
 JM0359_SP_SET: SHALLOW-SET METAL ROD
 JM0359_STAMPING: H 429 1984
 JM0359_MARK LOGO: NGS   
 JM0359_PROJECTION: FLUSH
 JM0359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JM0359_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JM0359+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2005
 JM0359_ROD/PIPE-DEPTH: 1.6  meters
 JM0359
 JM0359  HISTORY     - Date     Condition        Report By
 JM0359  HISTORY     - 1984     MONUMENTED       NGS
 JM0359  HISTORY     - 20050310 GOOD             GEOCAC
 JM0359
 JM0359                          STATION DESCRIPTION
 JM0359
 JM0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JM0359'26.1 KM (16.2 MI) NW FROM DELTA.
 JM0359'22.6 KM (14.05 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 50 FROM ITS
 JM0359'JUNCTION WITH STATE HIGHWAY 92 IN DELTA, THENCE 3.5 KM (2.15 MI)
 JM0359'SOUTHWESTERLY ALONG COUNTY ROAD DRK 50, AT THE SOUTH END OF A ROAD
 JM0359'TRIANGLE, 15.1 M (49.5 FT) NORTHEAST OF THE CENTER OF A GRAVELED ROAD
 JM0359'LEADING NORTHWEST, AND 13.7 M (44.9 FT) NORTHWEST OF THE CENTER OF
 JM0359'THE ROAD.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 JM0359'CAP.
 JM0359'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 JM0359'THE MARK IS 0.3 M ABOVE THE ROAD.
 JM0359
 JM0359                          STATION RECOVERY (2005)
 JM0359
 JM0359'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 JM0359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0016 ***********************************************************************
 LM0016  DESIGNATION -  H 43
 LM0016  PID         -  LM0016
 LM0016  STATE/COUNTY-  CO/JACKSON
 LM0016  USGS QUAD   -  NORTHGATE (1950)
 LM0016
 LM0016                         *CURRENT SURVEY CONTROL
 LM0016  ___________________________________________________________________
 LM0016* NAD 83(1986)-  40 53 45.     (N)    106 17 02.     (W)     SCALED    
 LM0016* NAVD 88     -      2438.197  (meters)    7999.32   (feet)  ADJUSTED  
 LM0016  ___________________________________________________________________
 LM0016  GEOID HEIGHT-         -11.48  (meters)                     GEOID03
 LM0016  DYNAMIC HT  -        2435.728 (meters)    7991.22  (feet)  COMP
 LM0016  MODELED GRAV-     979,523.4   (mgal)                       NAVD 88
 LM0016
 LM0016  VERT ORDER  -  FIRST     CLASS II
 LM0016
 LM0016.The horizontal coordinates were scaled from a topographic map and have
 LM0016.an estimated accuracy of +/- 6 seconds.
 LM0016
 LM0016.The orthometric height was determined by differential leveling
 LM0016.and adjusted by the National Geodetic Survey in June 1991..
 LM0016
 LM0016.The geoid height was determined by GEOID03.
 LM0016
 LM0016.The dynamic height is computed by dividing the NAVD 88
 LM0016.geopotential number by the normal gravity value computed on the
 LM0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0016.degrees latitude (g = 980.6199 gals.).
 LM0016
 LM0016.The modeled gravity was interpolated from observed gravity values.
 LM0016
 LM0016;                    North         East    Units  Estimated Accuracy
 LM0016;SPC CO N     -   478,590.      848,350.      MT  (+/- 180 meters Scaled)
 LM0016
 LM0016                          SUPERSEDED SURVEY CONTROL
 LM0016
 LM0016  NGVD 29 (??/??/92) 2436.863  (m)         7994.94   (f) ADJ UNCH    1 2
 LM0016
 LM0016.Superseded values are not recommended for survey control.
 LM0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0016.See file dsdata.txt to determine how the superseded data were derived.
 LM0016
 LM0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF918279(NAD 83)
 LM0016_MARKER: DB = BENCH MARK DISK
 LM0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0016_STAMPING: H 43 1934
 LM0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0016+STABILITY: SURFACE MOTION
 LM0016
 LM0016  HISTORY     - Date     Condition        Report By
 LM0016  HISTORY     - 1934     MONUMENTED       CGS
 LM0016  HISTORY     - 1956     GOOD             NGS
 LM0016
 LM0016                          STATION DESCRIPTION
 LM0016
 LM0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LM0016'4.8 MI S FROM KINGS CANYON.
 LM0016'4.8 MILES SOUTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 LM0016'RAILROAD FROM THE STATION SIGN AT KINGS CANYON, 14 1/2 POLES SOUTH OF
 LM0016'MILEPOST 78, 1.1 MILES NORTHEAST OF THE EAST END OF THE SIDING AT
 LM0016'NORTHGATE, 42.6 FEET WEST OF THE WEST RAIL, 2 FEET SOUTH OF A WITNESS
 LM0016'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 LM0016'THE GROUND, IN SECTION 29, TOWNSHIP 11 NORTH, RANGE 79 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0959 ***********************************************************************
 JK0959  DESIGNATION -  H 430
 JK0959  PID         -  JK0959
 JK0959  STATE/COUNTY-  CO/FREMONT
 JK0959  USGS QUAD   -  FLORENCE (1975)
 JK0959
 JK0959                         *CURRENT SURVEY CONTROL
 JK0959  ___________________________________________________________________
 JK0959* NAD 83(1986)-  38 25 06.     (N)    105 02 30.     (W)     SCALED    
 JK0959* NAVD 88     -      1603.301  (meters)    5260.16   (feet)  ADJUSTED  
 JK0959  ___________________________________________________________________
 JK0959  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 JK0959  DYNAMIC HT  -        1601.576 (meters)    5254.50  (feet)  COMP
 JK0959  MODELED GRAV-     979,497.0   (mgal)                       NAVD 88
 JK0959
 JK0959  VERT ORDER  -  FIRST     CLASS II
 JK0959
 JK0959.The horizontal coordinates were scaled from a topographic map and have
 JK0959.an estimated accuracy of +/- 6 seconds.
 JK0959
 JK0959.The orthometric height was determined by differential leveling
 JK0959.and adjusted by the National Geodetic Survey in June 1991..
 JK0959
 JK0959.The geoid height was determined by GEOID03.
 JK0959
 JK0959.The dynamic height is computed by dividing the NAVD 88
 JK0959.geopotential number by the normal gravity value computed on the
 JK0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0959.degrees latitude (g = 980.6199 gals.).
 JK0959
 JK0959.The modeled gravity was interpolated from observed gravity values.
 JK0959
 JK0959;                    North         East    Units  Estimated Accuracy
 JK0959;SPC CO C     -   369,840.      954,430.      MT  (+/- 180 meters Scaled)
 JK0959
 JK0959                          SUPERSEDED SURVEY CONTROL
 JK0959
 JK0959.No superseded survey control is available for this station.
 JK0959
 JK0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC963522(NAD 83)
 JK0959_MARKER: DB = BENCH MARK DISK
 JK0959_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JK0959_SP_SET: PIER
 JK0959_STAMPING: H 430 1984
 JK0959_MARK LOGO: NGS   
 JK0959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0959
 JK0959  HISTORY     - Date     Condition        Report By
 JK0959  HISTORY     - 1984     MONUMENTED       NGS
 JK0959
 JK0959                          STATION DESCRIPTION
 JK0959
 JK0959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0959'IN PENROSE.
 JK0959'IN PENROSE, AT THE INTERSECTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY
 JK0959'115, SET VERTICALLY IN THE WEST FACE OF THE CENTER PIER OF THE STATE
 JK0959'HIGHWAY 115 OVERPASS OF U.S. HIGHWAY 50, 9.1 M (29.9 FT) NORTH OF
 JK0959'THE CENTERLINE OF THE EAST BOUND LANES OF THE U.S. HIGHWAY, 8.9 M
 JK0959'(29.2 FT) SOUTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE U.S.
 JK0959'HIGHWAY, AND 7.2 M (23.6 FT) WEST OF THE CENTER OF THE OVERPASS.
 JK0959'THE MARK IS 1.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0948 ***********************************************************************
 JK0948  DESIGNATION -  H 431
 JK0948  PID         -  JK0948
 JK0948  STATE/COUNTY-  CO/FREMONT
 JK0948  USGS QUAD   -  ROYAL GORGE (1994)
 JK0948
 JK0948                         *CURRENT SURVEY CONTROL
 JK0948  ___________________________________________________________________
 JK0948* NAD 83(1992)-  38 29 02.68208(N)    105 16 04.63114(W)     ADJUSTED  
 JK0948* NAVD 88     -      1787.641  (meters)    5864.95   (feet)  ADJUSTED  
 JK0948  ___________________________________________________________________
 JK0948  X           -  -1,316,813.992 (meters)                     COMP
 JK0948  Y           -  -4,824,060.796 (meters)                     COMP
 JK0948  Z           -   3,948,748.513 (meters)                     COMP
 JK0948  LAPLACE CORR-         -10.38  (seconds)                    DEFLEC99
 JK0948  ELLIP HEIGHT-        1771.58  (meters)          (12/03/02) GPS OBS
 JK0948  GEOID HEIGHT-         -16.06  (meters)                     GEOID03
 JK0948  DYNAMIC HT  -        1785.665 (meters)    5858.47  (feet)  COMP
 JK0948  MODELED GRAV-     979,460.2   (mgal)                       NAVD 88
 JK0948
 JK0948  HORZ ORDER  -  FIRST
 JK0948  VERT ORDER  -  FIRST     CLASS II
 JK0948  ELLP ORDER  -  FOURTH    CLASS II
 JK0948
 JK0948.The horizontal coordinates were established by GPS observations
 JK0948.and adjusted by the National Geodetic Survey in September 1994..
 JK0948
 JK0948.The orthometric height was determined by differential leveling
 JK0948.and adjusted by the National Geodetic Survey in June 1991..
 JK0948
 JK0948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK0948
 JK0948.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0948
 JK0948.The ellipsoidal height was determined by GPS observations
 JK0948.and is referenced to NAD 83.
 JK0948
 JK0948.The geoid height was determined by GEOID03.
 JK0948
 JK0948.The dynamic height is computed by dividing the NAVD 88
 JK0948.geopotential number by the normal gravity value computed on the
 JK0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0948.degrees latitude (g = 980.6199 gals.).
 JK0948
 JK0948.The modeled gravity was interpolated from observed gravity values.
 JK0948
 JK0948;                    North         East     Units Scale Factor Converg.
 JK0948;SPC CO C     -   377,064.268   934,648.223   MT  0.99999347   +0 08 46.9
 JK0948;SPC CO C     - 1,237,085.02  3,066,425.04   sFT  0.99999347   +0 08 46.9
 JK0948;UTM  13      - 4,259,560.746   476,629.898   MT  0.99960673   -0 10 00.3
 JK0948
 JK0948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0948!SPC CO C     -   0.99972211  x   0.99999347  =   0.99971558
 JK0948!UTM  13      -   0.99972211  x   0.99960673  =   0.99932895
 JK0948
 JK0948                          SUPERSEDED SURVEY CONTROL
 JK0948
 JK0948  ELLIP H (09/12/94) 1771.58   (m)                       GP(       ) 4 1
 JK0948  NAVD 88 (09/12/94) 1787.64   (m)         5864.9    (f) LEVELING    3  
 JK0948
 JK0948.Superseded values are not recommended for survey control.
 JK0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0948.See file dsdata.txt to determine how the superseded data were derived.
 JK0948
 JK0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC7663059561(NAD 83)
 JK0948_MARKER: I = METAL ROD
 JK0948_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK0948_SP_SET: STAINLESS STEEL ROD
 JK0948_STAMPING: H 431 1984
 JK0948_MARK LOGO: NGS   
 JK0948_PROJECTION: FLUSH
 JK0948_MAGNETIC: I = MARKER IS A STEEL ROD
 JK0948_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0948+STABILITY: POSITION/ELEVATION WELL
 JK0948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0948+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1994
 JK0948_ROD/PIPE-DEPTH: 3.1  meters
 JK0948
 JK0948  HISTORY     - Date     Condition        Report By
 JK0948  HISTORY     - 1984     MONUMENTED       NGS
 JK0948  HISTORY     - 19940312 GOOD             MSAM
 JK0948
 JK0948                          STATION DESCRIPTION
 JK0948
 JK0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0948'7.8 KM (4.85 MI) WEST FROM CANON CITY.
 JK0948'7.8 KM (4.85 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JK0948'WITH STATE HIGHWAY 115 IN CANON CITY, 0.6 KM (0.35 MI) NORTHWEST OF
 JK0948'THE INTERSECTION OF A GRAVELED ROAD LEADING NORTHEAST, AT THE
 JK0948'NORTHWEST END OF A HIGHWAY CUT, 29.3 M (96.1 FT) NORTHEAST OF THE
 JK0948'CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, 23.3 M (76.4
 JK0948'FT) NORTH OF AN UNDERGROUND TELEPHONE JUNCTION BOX, AND 6.6 M (21.7
 JK0948'FT) SOUTHWEST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 JK0948'A 5-INCH LOGO CAP.
 JK0948'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 JK0948'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JK0948
 JK0948                          STATION RECOVERY (1994)
 JK0948
 JK0948'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1994 (KCH)
 JK0948'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0214 ***********************************************************************
 HJ0214  DESIGNATION -  H 432
 HJ0214  PID         -  HJ0214
 HJ0214  STATE/COUNTY-  CO/OTERO
 HJ0214  USGS QUAD   -  THOMPSON ARROYO (1966)
 HJ0214
 HJ0214                         *CURRENT SURVEY CONTROL
 HJ0214  ___________________________________________________________________
 HJ0214* NAD 83(1986)-  37 59 27.     (N)    103 29 55.     (W)     SCALED    
 HJ0214* NAVD 88     -      1243.945  (meters)    4081.18   (feet)  ADJUSTED  
 HJ0214  ___________________________________________________________________
 HJ0214  GEOID HEIGHT-         -22.05  (meters)                     GEOID03
 HJ0214  DYNAMIC HT  -        1242.696 (meters)    4077.08  (feet)  COMP
 HJ0214  MODELED GRAV-     979,582.4   (mgal)                       NAVD 88
 HJ0214
 HJ0214  VERT ORDER  -  FIRST     CLASS II
 HJ0214
 HJ0214.The horizontal coordinates were scaled from a topographic map and have
 HJ0214.an estimated accuracy of +/- 6 seconds.
 HJ0214
 HJ0214.The orthometric height was determined by differential leveling
 HJ0214.and adjusted by the National Geodetic Survey in June 1991..
 HJ0214
 HJ0214.The geoid height was determined by GEOID03.
 HJ0214
 HJ0214.The dynamic height is computed by dividing the NAVD 88
 HJ0214.geopotential number by the normal gravity value computed on the
 HJ0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0214.degrees latitude (g = 980.6199 gals.).
 HJ0214
 HJ0214.The modeled gravity was interpolated from observed gravity values.
 HJ0214
 HJ0214;                    North         East    Units  Estimated Accuracy
 HJ0214;SPC CO S     -   453,650.    1,090,190.      MT  (+/- 180 meters Scaled)
 HJ0214
 HJ0214                          SUPERSEDED SURVEY CONTROL
 HJ0214
 HJ0214.No superseded survey control is available for this station.
 HJ0214
 HJ0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC318058(NAD 83)
 HJ0214_MARKER: I = METAL ROD
 HJ0214_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HJ0214_SP_SET: STAINLESS STEEL ROD
 HJ0214_STAMPING: H 432 1985
 HJ0214_MARK LOGO: NGS   
 HJ0214_PROJECTION: FLUSH
 HJ0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HJ0214_ROD/PIPE-DEPTH: 6.7  meters
 HJ0214
 HJ0214  HISTORY     - Date     Condition        Report By
 HJ0214  HISTORY     - 1985     MONUMENTED       NGS
 HJ0214
 HJ0214                          STATION DESCRIPTION
 HJ0214
 HJ0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HJ0214'4.2 KM (2.6 MI) EAST FROM LA JUNTA.
 HJ0214'4.2 KM (2.6 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE SANTA FE
 HJ0214'RAILROAD FROM THE STATION IN LA JUNTA, 1.0 KM (0.6 MI) WEST OF THE
 HJ0214'HIGHWAY BRIDGE SPANNING THE THOMPSON ARROYO, 35.4 M (116.1 FT)
 HJ0214'SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 HJ0214'28.0 M (91.9 FT) SOUTHWEST OF THE EXTENDED CENTER OF A DRIVEWAY
 HJ0214'LEADING NORTH INTO A PHILIP 66 TANK FARM, 8.8 M (28.9 FT) NORTHWEST OF
 HJ0214'A FENCE, AND 0.4 M (1.3 FT) NORTHEAST OF A UTILITY POLE.  NOTE--ACCESS
 HJ0214'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 HJ0214'THE MARK IS 1.5 METERS  W FROM  A WITNESS POST
 HJ0214'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0234 ***********************************************************************
 HJ0234  DESIGNATION -  H 433
 HJ0234  PID         -  HJ0234
 HJ0234  STATE/COUNTY-  CO/BACA
 HJ0234  USGS QUAD   -  BISONTE (1978)
 HJ0234
 HJ0234                         *CURRENT SURVEY CONTROL
 HJ0234  ___________________________________________________________________
 HJ0234* NAD 83(1986)-  37 15 58.     (N)    102 36 58.     (W)     SCALED    
 HJ0234* NAVD 88     -      1348.964  (meters)    4425.73   (feet)  ADJUSTED  
 HJ0234  ___________________________________________________________________
 HJ0234  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 HJ0234  DYNAMIC HT  -        1347.517 (meters)    4420.98  (feet)  COMP
 HJ0234  MODELED GRAV-     979,511.1   (mgal)                       NAVD 88
 HJ0234
 HJ0234  VERT ORDER  -  FIRST     CLASS II
 HJ0234
 HJ0234.The horizontal coordinates were scaled from a topographic map and have
 HJ0234.an estimated accuracy of +/- 6 seconds.
 HJ0234
 HJ0234.The orthometric height was determined by differential leveling
 HJ0234.and adjusted by the National Geodetic Survey in June 1991..
 HJ0234
 HJ0234.The geoid height was determined by GEOID03.
 HJ0234
 HJ0234.The dynamic height is computed by dividing the NAVD 88
 HJ0234.geopotential number by the normal gravity value computed on the
 HJ0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0234.degrees latitude (g = 980.6199 gals.).
 HJ0234
 HJ0234.The modeled gravity was interpolated from observed gravity values.
 HJ0234
 HJ0234;                    North         East    Units  Estimated Accuracy
 HJ0234;SPC CO S     -   375,280.    1,170,160.      MT  (+/- 180 meters Scaled)
 HJ0234
 HJ0234                          SUPERSEDED SURVEY CONTROL
 HJ0234
 HJ0234.No superseded survey control is available for this station.
 HJ0234
 HJ0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB113270(NAD 83)
 HJ0234_MARKER: I = METAL ROD
 HJ0234_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HJ0234_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HJ0234_STAMPING: H 433 1985
 HJ0234_MARK LOGO: NGS   
 HJ0234_PROJECTION: FLUSH
 HJ0234_MAGNETIC: I = MARKER IS A STEEL ROD
 HJ0234_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HJ0234+STABILITY: POSITION/ELEVATION WELL
 HJ0234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HJ0234+SATELLITE: SATELLITE OBSERVATIONS - September 04, 1996
 HJ0234_ROD/PIPE-DEPTH: 13.4 meters
 HJ0234_SLEEVE-DEPTH  : 9.1 meters
 HJ0234
 HJ0234  HISTORY     - Date     Condition        Report By
 HJ0234  HISTORY     - 1985     MONUMENTED       NGS
 HJ0234  HISTORY     - 19960904 GOOD             CODOT
 HJ0234
 HJ0234                          STATION DESCRIPTION
 HJ0234
 HJ0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HJ0234'15.6 KM (9.7 MI) SOUTH FROM SPRINGFIELD.
 HJ0234'15.6 KM (9.7 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 HJ0234'IN SPRINGFIELD, 0.2 KM (0.1 MI) NORTH OF THE INTERSECTION  OF A
 HJ0234'DRIVEWAY LEADING WEST TO A BRICK HOUSE, 29.9 M (98.1 FT) WEST OF THE
 HJ0234'CENTERLINE OF THE HIGHWAY, AND 1.9 M (6.2 FT) NORTH-NORTHEAST OF A
 HJ0234'UTILITY POLE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 HJ0234'CAP.
 HJ0234'THE MARK IS 0.6 METERS  E FROM  A WITNESS POST AND FENCE
 HJ0234'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 HJ0234
 HJ0234                          STATION RECOVERY (1996)
 HJ0234
 HJ0234'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (PGG)
 HJ0234'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0878 ***********************************************************************
 JK0878  DESIGNATION -  H 434
 JK0878  PID         -  JK0878
 JK0878  STATE/COUNTY-  CO/PUEBLO
 JK0878  USGS QUAD   -  FOWLER (1960)
 JK0878
 JK0878                         *CURRENT SURVEY CONTROL
 JK0878  ___________________________________________________________________
 JK0878* NAD 83(1986)-  38 09 42.     (N)    104 07 20.     (W)     SCALED    
 JK0878* NAVD 88     -      1340.572  (meters)    4398.19   (feet)  ADJUSTED  
 JK0878  ___________________________________________________________________
 JK0878  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 JK0878  DYNAMIC HT  -        1339.208 (meters)    4393.72  (feet)  COMP
 JK0878  MODELED GRAV-     979,565.1   (mgal)                       NAVD 88
 JK0878
 JK0878  VERT ORDER  -  FIRST     CLASS II
 JK0878
 JK0878.The horizontal coordinates were scaled from a topographic map and have
 JK0878.an estimated accuracy of +/- 6 seconds.
 JK0878
 JK0878.The orthometric height was determined by differential leveling
 JK0878.and adjusted by the National Geodetic Survey in June 1991..
 JK0878
 JK0878.The geoid height was determined by GEOID03.
 JK0878
 JK0878.The dynamic height is computed by dividing the NAVD 88
 JK0878.geopotential number by the normal gravity value computed on the
 JK0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0878.degrees latitude (g = 980.6199 gals.).
 JK0878
 JK0878.The modeled gravity was interpolated from observed gravity values.
 JK0878
 JK0878;                    North         East    Units  Estimated Accuracy
 JK0878;SPC CO S     -   471,610.    1,035,140.      MT  (+/- 180 meters Scaled)
 JK0878
 JK0878                          SUPERSEDED SURVEY CONTROL
 JK0878
 JK0878.No superseded survey control is available for this station.
 JK0878
 JK0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC768241(NAD 83)
 JK0878_MARKER: I = METAL ROD
 JK0878_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK0878_SP_SET: STAINLESS STEEL ROD
 JK0878_STAMPING: H 434 1985
 JK0878_MARK LOGO: NGS   
 JK0878_PROJECTION: FLUSH
 JK0878_MAGNETIC: I = MARKER IS A STEEL ROD
 JK0878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0878+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1998
 JK0878_ROD/PIPE-DEPTH: 7.3  meters
 JK0878
 JK0878  HISTORY     - Date     Condition        Report By
 JK0878  HISTORY     - 1985     MONUMENTED       NGS
 JK0878  HISTORY     - 19980306 GOOD             CODOT
 JK0878
 JK0878                          STATION DESCRIPTION
 JK0878
 JK0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JK0878'37.9 KM (23.55 MI) WEST FROM ROCKY FORD.
 JK0878'33.2 KM (20.6 MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 JK0878'STATION IN ROCKY FORD, THENCE 4.7 KM (2.9 MI) NORTHWESTERLY ALONG U.S.
 JK0878'HIGHWAY 50, 37.0 M (77.8 FT) SOUTH-SOUTHEAST OF MILEPOST 345, 21.5 M
 JK0878'(70.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 13.5 M
 JK0878'(44.3 FT) NORTHWEST OF THE CENTER OF A FIELD ENTRANCE.  NOTE--ACCESS
 JK0878'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JK0878'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 JK0878'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JK0878
 JK0878                          STATION RECOVERY (1998)
 JK0878
 JK0878'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (PGG)
 JK0878'THE STATION WAS LOCATED IN GOOD CONDITION.  AT U.  S.  HIGHWAY 50
 JK0878'MILEPOST 345.01.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0230 ***********************************************************************
 HJ0230  DESIGNATION -  H 435
 HJ0230  PID         -  HJ0230
 HJ0230  STATE/COUNTY-  CO/BACA
 HJ0230  USGS QUAD   -  CAMPO NE (1978)
 HJ0230
 HJ0230                         *CURRENT SURVEY CONTROL
 HJ0230  ___________________________________________________________________
 HJ0230* NAD 83(1986)-  37 11 32.     (N)    102 36 57.     (W)     SCALED    
 HJ0230* NAVD 88     -      1342.723  (meters)    4405.25   (feet)  ADJUSTED  
 HJ0230  ___________________________________________________________________
 HJ0230  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 HJ0230  DYNAMIC HT  -        1341.272 (meters)    4400.49  (feet)  COMP
 HJ0230  MODELED GRAV-     979,502.9   (mgal)                       NAVD 88
 HJ0230
 HJ0230  VERT ORDER  -  FIRST     CLASS II
 HJ0230
 HJ0230.The horizontal coordinates were scaled from a topographic map and have
 HJ0230.an estimated accuracy of +/- 6 seconds.
 HJ0230
 HJ0230.The orthometric height was determined by differential leveling
 HJ0230.and adjusted by the National Geodetic Survey in June 1991..
 HJ0230
 HJ0230.The geoid height was determined by GEOID03.
 HJ0230
 HJ0230.The dynamic height is computed by dividing the NAVD 88
 HJ0230.geopotential number by the normal gravity value computed on the
 HJ0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0230.degrees latitude (g = 980.6199 gals.).
 HJ0230
 HJ0230.The modeled gravity was interpolated from observed gravity values.
 HJ0230
 HJ0230;                    North         East    Units  Estimated Accuracy
 HJ0230;SPC CO S     -   367,080.    1,170,440.      MT  (+/- 180 meters Scaled)
 HJ0230
 HJ0230                          SUPERSEDED SURVEY CONTROL
 HJ0230
 HJ0230.No superseded survey control is available for this station.
 HJ0230
 HJ0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB116188(NAD 83)
 HJ0230_MARKER: I = METAL ROD
 HJ0230_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HJ0230_SP_SET: STAINLESS STEEL ROD
 HJ0230_STAMPING: H 435 1985
 HJ0230_MARK LOGO: NGS   
 HJ0230_PROJECTION: FLUSH
 HJ0230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HJ0230_ROD/PIPE-DEPTH: 4.6  meters
 HJ0230
 HJ0230  HISTORY     - Date     Condition        Report By
 HJ0230  HISTORY     - 1985     MONUMENTED       NGS
 HJ0230
 HJ0230                          STATION DESCRIPTION
 HJ0230
 HJ0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HJ0230'23.8 KM (14.8 MI) SOUTH FROM SPRINGFIELD.
 HJ0230'23.8 KM (14.8 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 HJ0230'IN SPRINGFIELD, 0.5 KM (0.3 MI) SOUTH OF MILEPOST 16, 25.5 M (83.7 FT)
 HJ0230'WEST OF THE CENTERLINE OF THE HIGHWAY, 13.5 M (44.3 FT) NORTH OF THE
 HJ0230'CENTER OF COUNTY ROAD Q, AND 10.0 M (32.8 FT) WEST OF A FENCE CORNER
 HJ0230'AND UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 HJ0230'LOGO CAP.
 HJ0230'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 HJ0230'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0260 ***********************************************************************
 HJ0260  DESIGNATION -  H 436
 HJ0260  PID         -  HJ0260
 HJ0260  STATE/COUNTY-  CO/PROWERS
 HJ0260  USGS QUAD   -  TWO BUTTES RESERVOIR (1971)
 HJ0260
 HJ0260                         *CURRENT SURVEY CONTROL
 HJ0260  ___________________________________________________________________
 HJ0260* NAD 83(1986)-  37 42 18.     (N)    102 36 30.     (W)     SCALED    
 HJ0260* NAVD 88     -      1338.026  (meters)    4389.84   (feet)  ADJUSTED  
 HJ0260  ___________________________________________________________________
 HJ0260  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 HJ0260  DYNAMIC HT  -        1336.659 (meters)    4385.36  (feet)  COMP
 HJ0260  MODELED GRAV-     979,561.1   (mgal)                       NAVD 88
 HJ0260
 HJ0260  VERT ORDER  -  FIRST     CLASS II
 HJ0260
 HJ0260.The horizontal coordinates were scaled from a topographic map and have
 HJ0260.an estimated accuracy of +/- 6 seconds.
 HJ0260
 HJ0260.The orthometric height was determined by differential leveling
 HJ0260.and adjusted by the National Geodetic Survey in June 1991..
 HJ0260
 HJ0260.The geoid height was determined by GEOID03.
 HJ0260
 HJ0260.The dynamic height is computed by dividing the NAVD 88
 HJ0260.geopotential number by the normal gravity value computed on the
 HJ0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0260.degrees latitude (g = 980.6199 gals.).
 HJ0260
 HJ0260.The modeled gravity was interpolated from observed gravity values.
 HJ0260
 HJ0260;                    North         East    Units  Estimated Accuracy
 HJ0260;SPC CO S     -   423,990.    1,169,340.      MT  (+/- 180 meters Scaled)
 HJ0260
 HJ0260                          SUPERSEDED SURVEY CONTROL
 HJ0260
 HJ0260.No superseded survey control is available for this station.
 HJ0260
 HJ0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB108757(NAD 83)
 HJ0260_MARKER: I = METAL ROD
 HJ0260_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HJ0260_SP_SET: STAINLESS STEEL ROD
 HJ0260_STAMPING: H 436 1985
 HJ0260_MARK LOGO: NGS   
 HJ0260_PROJECTION: FLUSH
 HJ0260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HJ0260_ROD/PIPE-DEPTH: 6.4  meters
 HJ0260
 HJ0260  HISTORY     - Date     Condition        Report By
 HJ0260  HISTORY     - 1985     MONUMENTED       NGS
 HJ0260
 HJ0260                          STATION DESCRIPTION
 HJ0260
 HJ0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HJ0260'33.3 KM (20.7 MI) NORTH FROM SPRINGFIELD.
 HJ0260'33.3 KM (20.7 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 HJ0260'IN SPRINGFIELD, 0.3 KM (0.2 MI) NORTH OF THE INTERSECTION OF COUNTY
 HJ0260'ROAD E, 0.1 KM (0.05 MI) NORTH OF MILEPOST 51, 22.5 M (73.8 FT) WEST
 HJ0260'OF THE CENTERLINE THE HIGHWAY, AND 1.8 M (5.9 FT) EAST OF A UTILITY
 HJ0260'POLE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HJ0260'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 HJ0260'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0407 ***********************************************************************
 HL0407  DESIGNATION -  H 437
 HL0407  PID         -  HL0407
 HL0407  STATE/COUNTY-  CO/SAN JUAN
 HL0407  USGS QUAD   -  SNOWDON PEAK (1972)
 HL0407
 HL0407                         *CURRENT SURVEY CONTROL
 HL0407  ___________________________________________________________________
 HL0407* NAD 83(1986)-  37 43 40.     (N)    107 45 01.     (W)     SCALED    
 HL0407* NAVD 88     -      3011.494  (meters)    9880.21   (feet)  ADJUSTED  
 HL0407  ___________________________________________________________________
 HL0407  GEOID HEIGHT-         -15.71  (meters)                     GEOID03
 HL0407  DYNAMIC HT  -        3007.112 (meters)    9865.83  (feet)  COMP
 HL0407  MODELED GRAV-     979,065.5   (mgal)                       NAVD 88
 HL0407
 HL0407  VERT ORDER  -  FIRST     CLASS II
 HL0407
 HL0407.The horizontal coordinates were scaled from a topographic map and have
 HL0407.an estimated accuracy of +/- 6 seconds.
 HL0407
 HL0407.The orthometric height was determined by differential leveling
 HL0407.and adjusted by the National Geodetic Survey in June 1991..
 HL0407
 HL0407.The geoid height was determined by GEOID03.
 HL0407
 HL0407.The dynamic height is computed by dividing the NAVD 88
 HL0407.geopotential number by the normal gravity value computed on the
 HL0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0407.degrees latitude (g = 980.6199 gals.).
 HL0407
 HL0407.The modeled gravity was interpolated from observed gravity values.
 HL0407
 HL0407;                    North         East    Units  Estimated Accuracy
 HL0407;SPC CO S     -   424,960.      716,060.      MT  (+/- 180 meters Scaled)
 HL0407
 HL0407                          SUPERSEDED SURVEY CONTROL
 HL0407
 HL0407.No superseded survey control is available for this station.
 HL0407
 HL0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB576791(NAD 83)
 HL0407_MARKER: DB = BENCH MARK DISK
 HL0407_SETTING: 66 = SET IN ROCK OUTCROP
 HL0407_SP_SET: ROCK OUTCROP
 HL0407_STAMPING: H 437 1985
 HL0407_MARK LOGO: NGS   
 HL0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0407
 HL0407  HISTORY     - Date     Condition        Report By
 HL0407  HISTORY     - 1985     MONUMENTED       NGS
 HL0407  HISTORY     - 19910708 GOOD             USPSQD
 HL0407
 HL0407                          STATION DESCRIPTION
 HL0407
 HL0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0407'16.5 KM (10.25 MI) SOUT FROM SILVERTON.
 HL0407'16.5 KM (10.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 HL0407'WITH STATE HIGHWAY 110 IN SILVERTON, SET VERTICALLY IN A LARGE EXPOSED
 HL0407'AREA OF BEDROCK IN A HIGHWAY CUT, 6.1 KM (3.8 MI) SOUTHWEST OF THE
 HL0407'SUMMIT OF MOLAS PASS, AND 6.8 M (20.3 FT) WEST OF THE CENTERLINE OF
 HL0407'THE HIGHWAY.
 HL0407'THE MARK IS 3.2 METERS  S FROM  A WITNESS POST
 HL0407'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
 HL0407
 HL0407                          STATION RECOVERY (1991)
 HL0407
 HL0407'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0407'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0369 ***********************************************************************
 HL0369  DESIGNATION -  H 438
 HL0369  PID         -  HL0369
 HL0369  STATE/COUNTY-  CO/LA PLATA
 HL0369  USGS QUAD   -  HERMOSA (1963)
 HL0369
 HL0369                         *CURRENT SURVEY CONTROL
 HL0369  ___________________________________________________________________
 HL0369* NAD 83(1986)-  37 25 01.     (N)    107 50 03.     (W)     SCALED    
 HL0369* NAVD 88     -      2022.412  (meters)    6635.20   (feet)  ADJUSTED  
 HL0369  ___________________________________________________________________
 HL0369  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 HL0369  DYNAMIC HT  -        2019.793 (meters)    6626.60  (feet)  COMP
 HL0369  MODELED GRAV-     979,263.8   (mgal)                       NAVD 88
 HL0369
 HL0369  VERT ORDER  -  FIRST     CLASS II
 HL0369
 HL0369.The horizontal coordinates were scaled from a topographic map and have
 HL0369.an estimated accuracy of +/- 6 seconds.
 HL0369
 HL0369.The orthometric height was determined by differential leveling
 HL0369.and adjusted by the National Geodetic Survey in June 1991..
 HL0369
 HL0369.The geoid height was determined by GEOID03.
 HL0369
 HL0369.The dynamic height is computed by dividing the NAVD 88
 HL0369.geopotential number by the normal gravity value computed on the
 HL0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0369.degrees latitude (g = 980.6199 gals.).
 HL0369
 HL0369.The modeled gravity was interpolated from observed gravity values.
 HL0369
 HL0369;                    North         East    Units  Estimated Accuracy
 HL0369;SPC CO S     -   390,650.      707,800.      MT  (+/- 180 meters Scaled)
 HL0369
 HL0369                          SUPERSEDED SURVEY CONTROL
 HL0369
 HL0369.No superseded survey control is available for this station.
 HL0369
 HL0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB491448(NAD 83)
 HL0369_MARKER: I = METAL ROD
 HL0369_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HL0369+WITH SETTING: INFORMATION.
 HL0369_SP_SET: SHALLOW-SET METAL ROD
 HL0369_STAMPING: H 438 1985
 HL0369_MARK LOGO: NGS   
 HL0369_PROJECTION: FLUSH
 HL0369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0369_ROD/PIPE-DEPTH: 1.9  meters
 HL0369
 HL0369  HISTORY     - Date     Condition        Report By
 HL0369  HISTORY     - 1985     MONUMENTED       NGS
 HL0369
 HL0369                          STATION DESCRIPTION
 HL0369
 HL0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0369'13.1 KM (8.15 MI) NORTH FROM DURANGO.
 HL0369'13.1 KM (8.15 MI) NORTHERLY ALONG U.S. HIGHWAY 550 FROM THE DURANGO
 HL0369'COMMUNITY HOSPITAL IN DURANGO, 28.7 M (94.2 FT) SOUTHWEST OF A
 HL0369'RAILROAD CROSSING, 22.0 M (72.2 FT) SOUTHEAST OF THE CENTERLINE OF THE
 HL0369'HIGHWAY, 21.0 M (68.9 FT) NORTHWEST OF THE CENTER OF A GRAVELED ROAD
 HL0369'LEADING SOUTHWEST, 11.6 M (38.1 FT) SOUTHEAST OF THE NEAR RAIL OF THE
 HL0369'NARROR GAUGE RAILROAD, AND 1.7 M (5.6 FT) SOUTHWEST OF A LARGE UTILITY
 HL0369'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HL0369'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 HL0369'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0426 ***********************************************************************
 HL0426  DESIGNATION -  H 439
 HL0426  PID         -  HL0426
 HL0426  STATE/COUNTY-  CO/SAN JUAN
 HL0426  USGS QUAD   -  SILVERTON (1955)
 HL0426
 HL0426                         *CURRENT SURVEY CONTROL
 HL0426  ___________________________________________________________________
 HL0426* NAD 83(1986)-  37 49 11.     (N)    107 42 17.     (W)     SCALED    
 HL0426* NAVD 88     -      2900.647  (meters)    9516.54   (feet)  ADJUSTED  
 HL0426  ___________________________________________________________________
 HL0426  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 HL0426  DYNAMIC HT  -        2896.438 (meters)    9502.73  (feet)  COMP
 HL0426  MODELED GRAV-     979,074.0   (mgal)                       NAVD 88
 HL0426
 HL0426  VERT ORDER  -  FIRST     CLASS II
 HL0426
 HL0426.The horizontal coordinates were scaled from a topographic map and have
 HL0426.an estimated accuracy of +/- 6 seconds.
 HL0426
 HL0426.The orthometric height was determined by differential leveling
 HL0426.and adjusted by the National Geodetic Survey in June 1991..
 HL0426
 HL0426.The geoid height was determined by GEOID03.
 HL0426
 HL0426.The dynamic height is computed by dividing the NAVD 88
 HL0426.geopotential number by the normal gravity value computed on the
 HL0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0426.degrees latitude (g = 980.6199 gals.).
 HL0426
 HL0426.The modeled gravity was interpolated from observed gravity values.
 HL0426
 HL0426;                    North         East    Units  Estimated Accuracy
 HL0426;SPC CO S     -   435,060.      720,310.      MT  (+/- 180 meters Scaled)
 HL0426
 HL0426                          SUPERSEDED SURVEY CONTROL
 HL0426
 HL0426.No superseded survey control is available for this station.
 HL0426
 HL0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB619892(NAD 83)
 HL0426_MARKER: DB = BENCH MARK DISK
 HL0426_SETTING: 66 = SET IN ROCK OUTCROP
 HL0426_SP_SET: ROCK OUTCROP
 HL0426_STAMPING: H 439 1985
 HL0426_MARK LOGO: NGS   
 HL0426_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0426+STABILITY: POSITION/ELEVATION WELL
 HL0426
 HL0426  HISTORY     - Date     Condition        Report By
 HL0426  HISTORY     - 1985     MONUMENTED       NGS
 HL0426
 HL0426                          STATION DESCRIPTION
 HL0426
 HL0426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0426'3.6 KM (2.25 MI) NORTH FROM SILVERTON.
 HL0426'3.6 KM (2.25 MI) NORTHERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 HL0426'WITH STATE HIGHWAY 110 IN SILVERTON, IN AN EXPOSED AREA OF BEDROCK IN
 HL0426'A HIGHWAY CUT, 0.7 KM (0.45 MI) SOUTH OF MILEPOST 73, AND 6.0 M (19.7
 HL0426'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 HL0426'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HL0426'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0421 ***********************************************************************
 LK0421  DESIGNATION -  H 439
 LK0421  PID         -  LK0421
 LK0421  STATE/COUNTY-  CO/LOGAN
 LK0421  USGS QUAD   -  ILIFF (1951)
 LK0421
 LK0421                         *CURRENT SURVEY CONTROL
 LK0421  ___________________________________________________________________
 LK0421* NAD 83(1986)-  40 48 10.     (N)    103 06 52.     (W)     SCALED    
 LK0421* NAVD 88     -      1216.978  (meters)    3992.70   (feet)  ADJUSTED  
 LK0421  ___________________________________________________________________
 LK0421  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 LK0421  DYNAMIC HT  -        1216.105 (meters)    3989.84  (feet)  COMP
 LK0421  MODELED GRAV-     979,865.3   (mgal)                       NAVD 88
 LK0421
 LK0421  VERT ORDER  -  FIRST     CLASS II
 LK0421
 LK0421.The horizontal coordinates were scaled from a topographic map and have
 LK0421.an estimated accuracy of +/- 6 seconds.
 LK0421
 LK0421.The orthometric height was determined by differential leveling
 LK0421.and adjusted by the National Geodetic Survey in June 1991..
 LK0421
 LK0421.The geoid height was determined by GEOID03.
 LK0421
 LK0421.The dynamic height is computed by dividing the NAVD 88
 LK0421.geopotential number by the normal gravity value computed on the
 LK0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0421.degrees latitude (g = 980.6199 gals.).
 LK0421
 LK0421.The modeled gravity was interpolated from observed gravity values.
 LK0421
 LK0421;                    North         East    Units  Estimated Accuracy
 LK0421;SPC CO N     -   470,670.    1,115,680.      MT  (+/- 180 meters Scaled)
 LK0421
 LK0421                          SUPERSEDED SURVEY CONTROL
 LK0421
 LK0421.No superseded survey control is available for this station.
 LK0421
 LK0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF590185(NAD 83)
 LK0421_MARKER: I = METAL ROD
 LK0421_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0421_SP_SET: STAINLESS STEEL ROD
 LK0421_STAMPING: H 439 1985
 LK0421_MARK LOGO: NGS   
 LK0421_PROJECTION: FLUSH
 LK0421_MAGNETIC: I = MARKER IS A STEEL ROD
 LK0421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0421+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1995
 LK0421_ROD/PIPE-DEPTH: 7.6  meters
 LK0421
 LK0421  HISTORY     - Date     Condition        Report By
 LK0421  HISTORY     - 1985     MONUMENTED       NGS
 LK0421  HISTORY     - 19950209 GOOD             MSAM
 LK0421
 LK0421                          STATION DESCRIPTION
 LK0421
 LK0421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LK0421'18.1 KM (11.25 MI) SOUTH FROM PEETZ.
 LK0421'0.24 KM (0.15 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE AT
 LK0421'PEETZ, THENCE 17.8 KM (11.02 MI) SOUTH ALONG STATE ROUTE 113, 0.18 KM
 LK0421'(0.11 MI) SOUTH OF THE JUNCTION OF ROAD 52, 17.4 METERS (57 FT) WEST
 LK0421'OF THE HIGHWAY CENTERLINE, 12.4 METERS (40.8 FT) NORTH OF STATE
 LK0421'HIGHWAY RIGHT OF WAY MARKER 251+00 AND 0.3 METER (1 FT) EAST OF THE
 LK0421'RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LK0421'5-INCH LOGO CAP.
 LK0421'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LK0421'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 LK0421
 LK0421                          STATION RECOVERY (1995)
 LK0421
 LK0421'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0421'THE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS 8 FT (2.4 M)
 LK0421'SOUTHWEST FROM A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0109 ***********************************************************************
 LM0109  DESIGNATION -  H 44 RESET
 LM0109  PID         -  LM0109
 LM0109  STATE/COUNTY-  CO/JACKSON
 LM0109  USGS QUAD   -  SPICER PEAK (1956)
 LM0109
 LM0109                         *CURRENT SURVEY CONTROL
 LM0109  ___________________________________________________________________
 LM0109* NAD 83(1986)-  40 28 36.     (N)    106 26 59.     (W)     SCALED    
 LM0109* NAVD 88     -      2540.41   (+/-2cm)    8334.7    (feet)  VERTCON   
 LM0109  ___________________________________________________________________
 LM0109  GEOID HEIGHT-         -12.11  (meters)                     GEOID03
 LM0109
 LM0109  VERT ORDER  -  THIRD (See Below)
 LM0109
 LM0109.The horizontal coordinates were scaled from a topographic map and have
 LM0109.an estimated accuracy of +/- 6 seconds.
 LM0109
 LM0109.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0109.The vertical order pertains to the NGVD 29 superseded value.
 LM0109
 LM0109.The geoid height was determined by GEOID03.
 LM0109
 LM0109;                    North         East    Units  Estimated Accuracy
 LM0109;SPC CO N     -   432,180.      833,870.      MT  (+/- 180 meters Scaled)
 LM0109
 LM0109                          SUPERSEDED SURVEY CONTROL
 LM0109
 LM0109  NGVD 29 (03/28/06) 2539.00   (m)         8330.0    (f) RESET       3  
 LM0109
 LM0109.Superseded values are not recommended for survey control.
 LM0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0109.See file dsdata.txt to determine how the superseded data were derived.
 LM0109
 LM0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE771816(NAD 83)
 LM0109_MARKER: DB = BENCH MARK DISK
 LM0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0109_STAMPING: H 44 RESET 1951
 LM0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0109+STABILITY: SURFACE MOTION
 LM0109
 LM0109  HISTORY     - Date     Condition        Report By
 LM0109  HISTORY     - 1951     MONUMENTED       CODH
 LM0109
 LM0109                          STATION DESCRIPTION
 LM0109
 LM0109'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1951
 LM0109'9.3 MI S FROM HEBRON.
 LM0109'9.3 MILES SOUTH ALONG STATE HIGHWAY 14 FROM HEBRON, 145 FEET WEST OF A
 LM0109'24-INCH CORRUGATED-METAL PIPE CULVERT, OPPOSITE A GATE AT SURVEY
 LM0109'STATION 647+05, 58 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND ON
 LM0109'THE NORTH SIDE OF A ROAD.  A STANDARD DISK, STAMPED H 44 RESET 1951
 LM0109'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0441 ***********************************************************************
 HL0441  DESIGNATION -  H 440
 HL0441  PID         -  HL0441
 HL0441  STATE/COUNTY-  CO/OURAY
 HL0441  USGS QUAD   -  IRONTON (1972)
 HL0441
 HL0441                         *CURRENT SURVEY CONTROL
 HL0441  ___________________________________________________________________
 HL0441* NAD 83(1986)-  37 55 00.     (N)    107 42 07.     (W)     SCALED    
 HL0441* NAVD 88     -      3218.375  (meters)   10558.95   (feet)  ADJUSTED  
 HL0441  ___________________________________________________________________
 HL0441  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 HL0441  DYNAMIC HT  -        3213.571 (meters)   10543.19  (feet)  COMP
 HL0441  MODELED GRAV-     979,019.8   (mgal)                       NAVD 88
 HL0441
 HL0441  VERT ORDER  -  FIRST     CLASS II
 HL0441
 HL0441.The horizontal coordinates were scaled from a topographic map and have
 HL0441.an estimated accuracy of +/- 6 seconds.
 HL0441
 HL0441.The orthometric height was determined by differential leveling
 HL0441.and adjusted by the National Geodetic Survey in June 1991..
 HL0441
 HL0441.The geoid height was determined by GEOID03.
 HL0441
 HL0441.The dynamic height is computed by dividing the NAVD 88
 HL0441.geopotential number by the normal gravity value computed on the
 HL0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0441.degrees latitude (g = 980.6199 gals.).
 HL0441
 HL0441.The modeled gravity was interpolated from observed gravity values.
 HL0441
 HL0441;                    North         East    Units  Estimated Accuracy
 HL0441;SPC CO S     -   445,810.      720,810.      MT  (+/- 180 meters Scaled)
 HL0441
 HL0441                          SUPERSEDED SURVEY CONTROL
 HL0441
 HL0441.No superseded survey control is available for this station.
 HL0441
 HL0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC624000(NAD 83)
 HL0441_MARKER: DB = BENCH MARK DISK
 HL0441_SETTING: 66 = SET IN ROCK OUTCROP
 HL0441_SP_SET: ROCK OUTCROP
 HL0441_STAMPING: H 440 1985
 HL0441_MARK LOGO: NGS   
 HL0441_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0441+STABILITY: POSITION/ELEVATION WELL
 HL0441
 HL0441  HISTORY     - Date     Condition        Report By
 HL0441  HISTORY     - 1985     MONUMENTED       NGS
 HL0441  HISTORY     - 19910630 GOOD             USPSQD
 HL0441
 HL0441                          STATION DESCRIPTION
 HL0441
 HL0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0441'18.0 KM (11.2 MI) SOUTH FROM OURAY.
 HL0441'18.0 KM (11.2 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM THE POST
 HL0441'OFFICE IN OURAY, NEAR THE CENTER OF THE OUTSIDE OF A SWITCHBACK IN THE
 HL0441'HIGHWAY, IN AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, AND 9.8 M
 HL0441'(32.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 HL0441'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HL0441'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 HL0441
 HL0441                          STATION RECOVERY (1991)
 HL0441
 HL0441'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0441'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0719 ***********************************************************************
 JJ0719  DESIGNATION -  H 440
 JJ0719  PID         -  JJ0719
 JJ0719  STATE/COUNTY-  CO/PROWERS
 JJ0719  USGS QUAD   -  HOLLY WEST (1976)
 JJ0719
 JJ0719                         *CURRENT SURVEY CONTROL
 JJ0719  ___________________________________________________________________
 JJ0719* NAD 83(1986)-  38 03 25.     (N)    102 12 30.     (W)     SCALED    
 JJ0719* NAVD 88     -      1043.428  (meters)    3423.31   (feet)  ADJUSTED  
 JJ0719  ___________________________________________________________________
 JJ0719  GEOID HEIGHT-         -23.80  (meters)                     GEOID03
 JJ0719  DYNAMIC HT  -        1042.450 (meters)    3420.10  (feet)  COMP
 JJ0719  MODELED GRAV-     979,656.3   (mgal)                       NAVD 88
 JJ0719
 JJ0719  VERT ORDER  -  FIRST     CLASS II
 JJ0719
 JJ0719.The horizontal coordinates were scaled from a topographic map and have
 JJ0719.an estimated accuracy of +/- 6 seconds.
 JJ0719
 JJ0719.The orthometric height was determined by differential leveling
 JJ0719.and adjusted by the National Geodetic Survey in June 1991..
 JJ0719
 JJ0719.The geoid height was determined by GEOID03.
 JJ0719
 JJ0719.The dynamic height is computed by dividing the NAVD 88
 JJ0719.geopotential number by the normal gravity value computed on the
 JJ0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0719.degrees latitude (g = 980.6199 gals.).
 JJ0719
 JJ0719.The modeled gravity was interpolated from observed gravity values.
 JJ0719
 JJ0719;                    North         East    Units  Estimated Accuracy
 JJ0719;SPC CO S     -   464,190.    1,203,220.      MT  (+/- 180 meters Scaled)
 JJ0719
 JJ0719                          SUPERSEDED SURVEY CONTROL
 JJ0719
 JJ0719.No superseded survey control is available for this station.
 JJ0719
 JJ0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC449158(NAD 83)
 JJ0719_MARKER: I = METAL ROD
 JJ0719_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JJ0719_SP_SET: STAINLESS STEEL ROD
 JJ0719_STAMPING: H 440 1986
 JJ0719_MARK LOGO: NGS   
 JJ0719_PROJECTION: FLUSH
 JJ0719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0719_ROD/PIPE-DEPTH: 36.3 meters
 JJ0719
 JJ0719  HISTORY     - Date     Condition        Report By
 JJ0719  HISTORY     - 1986     MONUMENTED       NGS
 JJ0719
 JJ0719                          STATION DESCRIPTION
 JJ0719
 JJ0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JJ0719'9.5 KM (5.9 MI) EAST FROM GRANADA.
 JJ0719'9.5 KM (5.9 MI) EAST ALONG US HIGHWAY 50 FROM THE JUNCTION OF US
 JJ0719'HIGHWAY 385 AT GRANADA, AT A HIGHWAY SIGN HARTMAN, 0.16 KM (0.1 MI)
 JJ0719'EAST OF ROAD 30, 18.6 METERS (61.1 FT) NORTH OF THE HIGHWAY
 JJ0719'CENTERLINE, 38.9 METERS (127.5 FT) WEST OF A POWER POLE, 10.8 METERS
 JJ0719'(26.6 FT) NORTH OF THE SIGN AND 0.3 METER (0.9 F SOUTH OF A FENCE.
 JJ0719'ROD SET TO 119 FEET ANCHORED REFUSAL.  NOTE--ACCESS TO DATUM POINT IS
 JJ0719'HAD THROUGH A 5-INCH LOGO CAP.
 JJ0719'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JJ0719'THE MARK IS 1.2 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0392 ***********************************************************************
 HL0392  DESIGNATION -  H 441
 HL0392  PID         -  HL0392
 HL0392  STATE/COUNTY-  CO/SAN JUAN
 HL0392  USGS QUAD   -  ENGINEER MOUNTAIN (1975)
 HL0392
 HL0392                         *CURRENT SURVEY CONTROL
 HL0392  ___________________________________________________________________
 HL0392* NAD 83(1986)-  37 39 25.     (N)    107 48 06.     (W)     SCALED    
 HL0392* NAVD 88     -      2729.998  (meters)    8956.67   (feet)  ADJUSTED  
 HL0392  ___________________________________________________________________
 HL0392  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 HL0392  DYNAMIC HT  -        2726.181 (meters)    8944.15  (feet)  COMP
 HL0392  MODELED GRAV-     979,133.0   (mgal)                       NAVD 88
 HL0392
 HL0392  VERT ORDER  -  FIRST     CLASS II
 HL0392
 HL0392.The horizontal coordinates were scaled from a topographic map and have
 HL0392.an estimated accuracy of +/- 6 seconds.
 HL0392
 HL0392.The orthometric height was determined by differential leveling
 HL0392.and adjusted by the National Geodetic Survey in June 1991..
 HL0392
 HL0392.The geoid height was determined by GEOID03.
 HL0392
 HL0392.The dynamic height is computed by dividing the NAVD 88
 HL0392.geopotential number by the normal gravity value computed on the
 HL0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0392.degrees latitude (g = 980.6199 gals.).
 HL0392
 HL0392.The modeled gravity was interpolated from observed gravity values.
 HL0392
 HL0392;                    North         East    Units  Estimated Accuracy
 HL0392;SPC CO S     -   417,210.      711,330.      MT  (+/- 180 meters Scaled)
 HL0392
 HL0392                          SUPERSEDED SURVEY CONTROL
 HL0392
 HL0392.No superseded survey control is available for this station.
 HL0392
 HL0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB528714(NAD 83)
 HL0392_MARKER: DB = BENCH MARK DISK
 HL0392_SETTING: 66 = SET IN ROCK OUTCROP
 HL0392_SP_SET: ROCK OUTCROP
 HL0392_STAMPING: H 441 1985
 HL0392_MARK LOGO: NGS   
 HL0392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0392
 HL0392  HISTORY     - Date     Condition        Report By
 HL0392  HISTORY     - 1985     MONUMENTED       NGS
 HL0392
 HL0392                          STATION DESCRIPTION
 HL0392
 HL0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0392'29.8 KM (18.5 MI) SOUTH FROM SILVERTON.
 HL0392'29.8 KM (18.5 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 HL0392'WITH STATE HIGHWAY 110 IN SILVERTON, IN A LARGE VERTICAL EXPOSED AREA
 HL0392'OF EXPOSED BEDROCK IN A HIGHWAY CUT, 0.9 KM (0.55 MI) EAST OF THE
 HL0392'HIGHWAY CULVERT SPANNING CASCADE CREEK, ACROSS THE HIGHWAY FROM THE
 HL0392'SOUTHWEST END OF A SMALL HIGHWAY PULLOUT, 36.6 M (120.1 FT) NORTHEAST
 HL0392'OF A POWERLINE CROSSING THE HIGHWAY, 6.1 M (20.0 FT) NORTHWEST OF THE
 HL0392'CENTERLINE OF THE HIGHWAY, AND 4.1 M (13.5 FT) SOUTHWEST OF THE
 HL0392'NORTHWEST END OF A METAL DRAIN PIPE.
 HL0392'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 HL0392'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0471 ***********************************************************************
 LK0471  DESIGNATION -  H 442
 LK0471  PID         -  LK0471
 LK0471  STATE/COUNTY-  CO/LOGAN
 LK0471  USGS QUAD   -  ILIFF (1951)
 LK0471
 LK0471                         *CURRENT SURVEY CONTROL
 LK0471  ___________________________________________________________________
 LK0471* NAD 83(1986)-  40 46 03.     (N)    103 02 46.     (W)     SCALED    
 LK0471* NAVD 88     -      1166.621  (meters)    3827.49   (feet)  ADJUSTED  
 LK0471  ___________________________________________________________________
 LK0471  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 LK0471  DYNAMIC HT  -        1165.789 (meters)    3824.76  (feet)  COMP
 LK0471  MODELED GRAV-     979,870.6   (mgal)                       NAVD 88
 LK0471
 LK0471  VERT ORDER  -  FIRST     CLASS II
 LK0471
 LK0471.The horizontal coordinates were scaled from a topographic map and have
 LK0471.an estimated accuracy of +/- 6 seconds.
 LK0471
 LK0471.The orthometric height was determined by differential leveling
 LK0471.and adjusted by the National Geodetic Survey in June 1991..
 LK0471
 LK0471.The geoid height was determined by GEOID03.
 LK0471
 LK0471.The dynamic height is computed by dividing the NAVD 88
 LK0471.geopotential number by the normal gravity value computed on the
 LK0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0471.degrees latitude (g = 980.6199 gals.).
 LK0471
 LK0471.The modeled gravity was interpolated from observed gravity values.
 LK0471
 LK0471;                    North         East    Units  Estimated Accuracy
 LK0471;SPC CO N     -   466,910.    1,121,560.      MT  (+/- 180 meters Scaled)
 LK0471
 LK0471                          SUPERSEDED SURVEY CONTROL
 LK0471
 LK0471.No superseded survey control is available for this station.
 LK0471
 LK0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF649147(NAD 83)
 LK0471_MARKER: I = METAL ROD
 LK0471_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0471_SP_SET: STAINLESS STEEL ROD
 LK0471_STAMPING: H 442 1986
 LK0471_MARK LOGO: NGS   
 LK0471_PROJECTION: FLUSH
 LK0471_MAGNETIC: I = MARKER IS A STEEL ROD
 LK0471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0471+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1995
 LK0471_ROD/PIPE-DEPTH: 18.0 meters
 LK0471
 LK0471  HISTORY     - Date     Condition        Report By
 LK0471  HISTORY     - 1986     MONUMENTED       NGS
 LK0471  HISTORY     - 19950209 GOOD             MSAM
 LK0471
 LK0471                          STATION DESCRIPTION
 LK0471
 LK0471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LK0471'22.1 KM (13.75 MI) NE FROM STERLING.
 LK0471'22.1 KM (13.7 MI) NORTHEAST ALONG US HIGHWAY 138 FROM THE POST OFFICE
 LK0471'IN STERLINE, AT A PRIVATE ENTRANCE ROAD LEADING NORTHWEST INTO AN OLD
 LK0471'FARM STEAD, AT A SHELTER BELT LEADING NORTHWEST AND A 1/2 MILE SECTION
 LK0471'FENCE LINE LEADING NORTHWEST, ALSO 2.2 KM (1.35 MI) NORTHEAST OF
 LK0471'ILIFF, 15.2 METERS (50 FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 13.7
 LK0471'METERS (45 FT) SOUTHWEST OF THE CENTER OF A DIRT ENTRANCE ROAD, 1.2
 LK0471'METERS (3.8 FT) SOUTHWEST OF A FENCE CORNER POST, 0.3 METER (1 FT)
 LK0471'SOUTHEAST OF A RIGHT OF WAY FENCE LINE AND 0.54 METER (1.8 FT)
 LK0471'SOUTHWEST OF A CONCRETE RIGHT OF WAY POST.  NOTE--ACCESS TO DATUM
 LK0471'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LK0471'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LK0471'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 LK0471
 LK0471                          STATION RECOVERY (1995)
 LK0471
 LK0471'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0471'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE STATION IS 13.2 MI
 LK0471'(21.2 KM) NORTHEAST ALONG U.  S.  HIGHWAY 138 FROM THE POST OFFICE IN
 LK0471'STERLING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0439 ***********************************************************************
 LK0439  DESIGNATION -  H 443
 LK0439  PID         -  LK0439
 LK0439  STATE/COUNTY-  CO/SEDGWICK
 LK0439  USGS QUAD   -  JULESBURG (1984)
 LK0439
 LK0439                         *CURRENT SURVEY CONTROL
 LK0439  ___________________________________________________________________
 LK0439* NAD 83(1986)-  40 57 39.     (N)    102 20 43.     (W)     SCALED    
 LK0439* NAVD 88     -      1071.558  (meters)    3515.60   (feet)  ADJUSTED  
 LK0439  ___________________________________________________________________
 LK0439  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 LK0439  DYNAMIC HT  -        1070.854 (meters)    3513.29  (feet)  COMP
 LK0439  MODELED GRAV-     979,930.0   (mgal)                       NAVD 88
 LK0439
 LK0439  VERT ORDER  -  FIRST     CLASS II
 LK0439
 LK0439.The horizontal coordinates were scaled from a topographic map and have
 LK0439.an estimated accuracy of +/- 6 seconds.
 LK0439
 LK0439.The orthometric height was determined by differential leveling
 LK0439.and adjusted by the National Geodetic Survey in June 1991..
 LK0439
 LK0439.The geoid height was determined by GEOID03.
 LK0439
 LK0439.The dynamic height is computed by dividing the NAVD 88
 LK0439.geopotential number by the normal gravity value computed on the
 LK0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0439.degrees latitude (g = 980.6199 gals.).
 LK0439
 LK0439.The modeled gravity was interpolated from observed gravity values.
 LK0439
 LK0439;                    North         East    Units  Estimated Accuracy
 LK0439;SPC CO N     -   490,240.    1,179,940.      MT  (+/- 180 meters Scaled)
 LK0439
 LK0439                          SUPERSEDED SURVEY CONTROL
 LK0439
 LK0439  NGVD 29 (02/14/92) 1071.096  (m)         3514.09   (f) ADJUSTED    1 2
 LK0439
 LK0439.Superseded values are not recommended for survey control.
 LK0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0439.See file dsdata.txt to determine how the superseded data were derived.
 LK0439
 LK0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF234378(NAD 83)
 LK0439_MARKER: I = METAL ROD
 LK0439_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0439_SP_SET: STAINLESS STEEL ROD
 LK0439_STAMPING: H 443 1986
 LK0439_MARK LOGO: NGS   
 LK0439_PROJECTION: FLUSH
 LK0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0439_ROD/PIPE-DEPTH: 15.2 meters
 LK0439
 LK0439  HISTORY     - Date     Condition        Report By
 LK0439  HISTORY     - 1986     MONUMENTED       NGS
 LK0439
 LK0439                          STATION DESCRIPTION
 LK0439
 LK0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LK0439'3.9 KM (2.4 MI) EAST FROM OVID.
 LK0439'3.9 KM (2.4 MI) EAST ALONG US HIGHWAY 138 FROM THE POST OFFICE AT
 LK0439'OVID, AT ROAD 33 LEADING NORTH, BETWEEN TWO WITNESS POSTS, 17.3 METERS
 LK0439'(56.6 FT) NORTH OF THE HIGHWAY CENTERLINE, 10.4 METERS (34 FT) WEST OF
 LK0439'THE CENTER OF A GRAVEL ROAD (ROAD 33), 1.3 METERS (4.3 FT) NORTH OF A
 LK0439'POWER LINE POLE SUPPORT POLE, 1.4 METERS (4.5 FT) NORTH-NORTHWEST OF A
 LK0439'CONCRETE RIGHT OF WAY POST AND 5.1 METERS (16.6 FT) WEST-NORTHWEST OF
 LK0439'A STOP SIGN SUPPORT POST.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 LK0439'A 5-INCH LOGO CAP.
 LK0439'THE MARK IS 0.30 METERS  E FROM  A WITNESS POST
 LK0439'THE MARK IS 0.61 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4216 ***********************************************************************
 DF4216  DESIGNATION -  H 445
 DF4216  PID         -  DF4216
 DF4216  STATE/COUNTY-  CO/CLEAR CREEK
 DF4216  USGS QUAD   -  EMPIRE (1974)
 DF4216
 DF4216                         *CURRENT SURVEY CONTROL
 DF4216  ___________________________________________________________________
 DF4216* NAD 83(1992)-  39 45 40.52140(N)    105 41 55.10741(W)     ADJUSTED  
 DF4216* NAVD 88     -      2632.646  (meters)    8637.27   (feet)  ADJUSTED  
 DF4216  ___________________________________________________________________
 DF4216  X           -  -1,329,001.091 (meters)                     COMP
 DF4216  Y           -  -4,728,502.506 (meters)                     COMP
 DF4216  Z           -   4,059,319.421 (meters)                     COMP
 DF4216  LAPLACE CORR-         -10.40  (seconds)                    DEFLEC99
 DF4216  ELLIP HEIGHT-        2620.17  (meters)          (10/27/04) GPS OBS
 DF4216  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 DF4216  DYNAMIC HT  -        2629.518 (meters)    8627.01  (feet)  COMP
 DF4216  MODELED GRAV-     979,343.1   (mgal)                       NAVD 88
 DF4216
 DF4216  HORZ ORDER  -  FIRST
 DF4216  VERT ORDER  -  FIRST     CLASS II
 DF4216  ELLP ORDER  -  FOURTH    CLASS II
 DF4216
 DF4216.The horizontal coordinates were established by GPS observations
 DF4216.and adjusted by the MOUNTAIN SURVEYING in October 2004..
 DF4216
 DF4216.The orthometric height was determined by differential leveling
 DF4216.and adjusted by the National Geodetic Survey in November 2003..
 DF4216
 DF4216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4216
 DF4216.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4216
 DF4216.The ellipsoidal height was determined by GPS observations
 DF4216.and is referenced to NAD 83.
 DF4216
 DF4216.The geoid height was determined by GEOID03.
 DF4216
 DF4216.The dynamic height is computed by dividing the NAVD 88
 DF4216.geopotential number by the normal gravity value computed on the
 DF4216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4216.degrees latitude (g = 980.6199 gals.).
 DF4216
 DF4216.The modeled gravity was interpolated from observed gravity values.
 DF4216
 DF4216;                    North         East     Units Scale Factor Converg.
 DF4216;SPC CO C     -   518,840.355   897,380.161   MT  1.00000225   -0 07 31.0
 DF4216;SPC CO C     - 1,702,228.73  2,944,154.74   sFT  1.00000225   -0 07 31.0
 DF4216;UTM  13      - 4,401,492.873   440,156.776   MT  0.99964409   -0 26 48.7
 DF4216
 DF4216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4216!SPC CO C     -   0.99958911  x   1.00000225  =   0.99959136
 DF4216!UTM  13      -   0.99958911  x   0.99964409  =   0.99923335
 DF4216
 DF4216                          SUPERSEDED SURVEY CONTROL
 DF4216
 DF4216  NAVD 88 (10/27/04) 2632.65   (m)         8637.3    (f) LEVELING    3  
 DF4216
 DF4216.Superseded values are not recommended for survey control.
 DF4216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4216.See file dsdata.txt to determine how the superseded data were derived.
 DF4216
 DF4216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE4015701493(NAD 83)
 DF4216_MARKER: DV = VERTICAL CONTROL DISK
 DF4216_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DF4216_SP_SET: UNDERPASS
 DF4216_STAMPING: H 445 2000
 DF4216_MARK LOGO: NGS   
 DF4216_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4216+STABILITY: SURFACE MOTION
 DF4216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4216+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 DF4216
 DF4216  HISTORY     - Date     Condition        Report By
 DF4216  HISTORY     - 2000     MONUMENTED       NGS
 DF4216  HISTORY     - 20040130 GOOD             MSAM
 DF4216
 DF4216                          STATION DESCRIPTION
 DF4216
 DF4216'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 DF4216'THE STATION IS LOCATED ABOUT 1.55 MI EAST OF EMPIRE GUARD STATION
 DF4216'AND 0.8 MI WEST OF EMPIRE, IN THE NORTHWEST 1/4
 DF4216'OF SECTION 29, T 3 S, R 74 W, AT U. S. HIGHWAY 40 MILEPOST 255.35.
 DF4216'OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION RIGHT-OF-WAY.
 DF4216' 
 DF4216'TO REACH THE STATION FROM THE POST OFFICE IN EMPIRE, GO WEST ON U.
 DF4216'S. HIGHWAY 40 FOR 0.65 MI TO THE STATION ON THE LEFT IN A SMALL
 DF4216'UNDER PASS ON THE OPPOSITE SIDE OF THE HIGHWAY FROM THE
 DF4216'GUANELLA RANCH.
 DF4216' 
 DF4216'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN A 3.0 M LONG
 DF4216'UNDERPASS AND IN THE EAST END OF THE SOUTHEAST CORNER OF THE
 DF4216'STRUCTURE. IT IS 40.4 M NORTH FROM THE CENTER OF GATE TO A GRAVEL
 DF4216'PIT, 29.8 M NORTHEAST FROM A POWER POLE WITH TRANSFORMER, 11.3 M
 DF4216'SOUTH FROM THE CENTER LINE OF U. S. HIGHWAY 40, ABOUT 0.7 M BELOW
 DF4216'THE HIGHWAY AND IN LINE OF A PAVED ROAD TO THE GRAVEL PIT.
 DF4216'
 DF4216
 DF4216                          STATION RECOVERY (2004)
 DF4216
 DF4216'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (KCH)
 DF4216'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2004 (BAJ)
 DF4216'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4226 ***********************************************************************
 DF4226  DESIGNATION -  H 447
 DF4226  PID         -  DF4226
 DF4226  STATE/COUNTY-  CO/CLEAR CREEK
 DF4226  USGS QUAD   -  SQUAW PASS (1974)
 DF4226
 DF4226                         *CURRENT SURVEY CONTROL
 DF4226  ___________________________________________________________________
 DF4226* NAD 83(1986)-  39 43 44.     (N)    105 25 23.     (W)     SCALED    
 DF4226* NAVD 88     -      2339.506  (meters)    7675.53   (feet)  ADJUSTED  
 DF4226  ___________________________________________________________________
 DF4226  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 DF4226  DYNAMIC HT  -        2336.957 (meters)    7667.17  (feet)  COMP
 DF4226  MODELED GRAV-     979,452.2   (mgal)                       NAVD 88
 DF4226
 DF4226  VERT ORDER  -  FIRST     CLASS II
 DF4226
 DF4226.The horizontal coordinates were scaled from a topographic map and have
 DF4226.an estimated accuracy of +/- 6 seconds.
 DF4226
 DF4226.The orthometric height was determined by differential leveling
 DF4226.and adjusted by the National Geodetic Survey in November 2003..
 DF4226
 DF4226.The geoid height was determined by GEOID03.
 DF4226
 DF4226.The dynamic height is computed by dividing the NAVD 88
 DF4226.geopotential number by the normal gravity value computed on the
 DF4226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4226.degrees latitude (g = 980.6199 gals.).
 DF4226
 DF4226.The modeled gravity was interpolated from observed gravity values.
 DF4226
 DF4226;                    North         East    Units  Estimated Accuracy
 DF4226;SPC CO C     -   515,230.      921,000.      MT  (+/- 180 meters Scaled)
 DF4226
 DF4226                          SUPERSEDED SURVEY CONTROL
 DF4226
 DF4226.No superseded survey control is available for this station.
 DF4226
 DF4226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD637977(NAD 83)
 DF4226_MARKER: DV = VERTICAL CONTROL DISK
 DF4226_SETTING: 66 = SET IN ROCK OUTCROP
 DF4226_STAMPING: H 447 2000
 DF4226_MARK LOGO: NGS   
 DF4226_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4226_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF4226+STABILITY: POSITION/ELEVATION WELL
 DF4226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4226+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2000
 DF4226
 DF4226  HISTORY     - Date     Condition        Report By
 DF4226  HISTORY     - 20000726 MONUMENTED       NGS
 DF4226
 DF4226                          STATION DESCRIPTION
 DF4226
 DF4226'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 DF4226'THE STATION IS LOCATED ABOUT 1.45 MI SOUTHEAST OF THE INTERSECTION
 DF4226'OF INTERSTATE 70 AND U. S. HIGHWAY 6  AND 1.3 MI WEST OF THE
 DF4226'JEFFERSON-CLEAR CREEK COUNTY LINE, IN THE SOUTHWEST 1/4 OF
 DF4226'SECTION 2, T 4 S, R 72 W, AT U. S. HIGHWAY 40 MILEPOST 270.55.
 DF4226'OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION RIGHT-OF-WAY.
 DF4226' 
 DF4226'TO REACH THE STATION FROM INTERSTATE 70 AND THE OVERPASS FOR
 DF4226'EXIT 247, WEST BEAVER BROOK, FLOYD HILL EXIT, GO NORTHEAST ON THE
 DF4226'OVERPASS ROAD FOR 0.05 MI TO A T-INTERSECTION, U. S. HIGHWAY 40.
 DF4226'TURN LEFT, WEST, ON U.S. HIGHWAY 40 FOR 0.9 MI TO THE STATION ON
 DF4226'THE RIGHT, JUST PAST A PRIVATE SIDE ROAD RIGHT.
 DF4226' 
 DF4226'THE MARK IS A STANDARD DISK SET IN A DRILL HOLE IN A METAMORPHIC
 DF4226'ROCK OUTCROP MEASURING 2.7 M BY 1.3 M ON THE SIDE OF A SHALLOW
 DF4226'SLOPE. IT IS 24.5 M NORTHWEST FROM THE CENTER OF A DIRT ROAD TO
 DF4226'PRIVATE HOUSES, 11.7 M NORTHEAST FROM THE CENTER LINE OF U. S.
 DF4226'HIGHWAY 40, 8.0 M EAST-SOUTHEAST FROM A POWER POLE, 0.65 M
 DF4226'NORTH-NORTHEAST FROM A WITNESS POST AND ABOUT 0.6 M ABOVE THE
 DF4226'HIGHWAY.
 DF4226' 
 DF4226' 
 DF4226' 
 DF4226'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5546 ***********************************************************************
 DF5546  DESIGNATION -  H 448
 DF5546  PID         -  DF5546
 DF5546  STATE/COUNTY-  CO/SUMMIT
 DF5546  USGS QUAD   -  VAIL PASS (1987)
 DF5546
 DF5546                         *CURRENT SURVEY CONTROL
 DF5546  ___________________________________________________________________
 DF5546* NAD 83(1992)-  39 30 14.48298(N)    106 10 44.93774(W)     ADJUSTED  
 DF5546* NAVD 88     -      3037.870  (meters)    9966.75   (feet)  ADJUSTED  
 DF5546  ___________________________________________________________________
 DF5546  X           -  -1,373,774.572 (meters)                     COMP
 DF5546  Y           -  -4,734,994.049 (meters)                     COMP
 DF5546  Z           -   4,037,572.711 (meters)                     COMP
 DF5546  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 DF5546  ELLIP HEIGHT-        3025.39  (meters)          (10/27/04) GPS OBS
 DF5546  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 DF5546  DYNAMIC HT  -        3033.920 (meters)    9953.79  (feet)  COMP
 DF5546  MODELED GRAV-     979,216.1   (mgal)                       NAVD 88
 DF5546
 DF5546  HORZ ORDER  -  FIRST
 DF5546  VERT ORDER  -  FIRST     CLASS II
 DF5546  ELLP ORDER  -  FOURTH    CLASS II
 DF5546
 DF5546.The horizontal coordinates were established by GPS observations
 DF5546.and adjusted by the MOUNTAIN SURVEYING in October 2004..
 DF5546
 DF5546.The orthometric height was determined by differential leveling
 DF5546.and adjusted by the National Geodetic Survey in November 2003..
 DF5546
 DF5546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5546
 DF5546.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5546
 DF5546.The ellipsoidal height was determined by GPS observations
 DF5546.and is referenced to NAD 83.
 DF5546
 DF5546.The geoid height was determined by GEOID03.
 DF5546
 DF5546.The dynamic height is computed by dividing the NAVD 88
 DF5546.geopotential number by the normal gravity value computed on the
 DF5546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5546.degrees latitude (g = 980.6199 gals.).
 DF5546
 DF5546.The modeled gravity was interpolated from observed gravity values.
 DF5546
 DF5546;                    North         East     Units Scale Factor Converg.
 DF5546;SPC CO C     -   490,480.709   855,992.083   MT  0.99996059   -0 25 42.0
 DF5546;SPC CO C     - 1,609,185.46  2,808,367.36   sFT  0.99996059   -0 25 42.0
 DF5546;UTM  13      - 4,373,374.640   398,622.364   MT  0.99972653   -0 45 00.6
 DF5546
 DF5546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5546!SPC CO C     -   0.99952558  x   0.99996059  =   0.99948619
 DF5546!UTM  13      -   0.99952558  x   0.99972653  =   0.99925224
 DF5546
 DF5546                          SUPERSEDED SURVEY CONTROL
 DF5546
 DF5546  NAVD 88 (10/27/04) 3037.87   (m)         9966.7    (f) LEVELING    3  
 DF5546
 DF5546.Superseded values are not recommended for survey control.
 DF5546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5546.See file dsdata.txt to determine how the superseded data were derived.
 DF5546
 DF5546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD9862273375(NAD 83)
 DF5546_MARKER: F = FLANGE-ENCASED ROD
 DF5546_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF5546_STAMPING: H 448 2001
 DF5546_MARK LOGO: NGS   
 DF5546_PROJECTION: FLUSH
 DF5546_MAGNETIC: I = MARKER IS A STEEL ROD
 DF5546_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5546+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 DF5546_ROD/PIPE-DEPTH: 4.6  meters
 DF5546
 DF5546  HISTORY     - Date     Condition        Report By
 DF5546  HISTORY     - 20010724 MONUMENTED       NGS
 DF5546  HISTORY     - 20030910 GOOD             NGS
 DF5546  HISTORY     - 20040130 GOOD             MSAM
 DF5546
 DF5546                          STATION DESCRIPTION
 DF5546
 DF5546'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5546'THE STATION IS LOCATED ABOUT 2.75 MI SOUTHEAST OF VAIL PASS, 1.85 MI
 DF5546'WEST-SOUTHWEST OF
 DF5546'THE COPPER MOUNTAIN-LEADVILLE EXIT 195 OF INTERSTATE 70 AND 1.4 MI
 DF5546'WEST OF COPPER
 DF5546'MOUNTAIN. OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION RIGHT-OF-WAY.
 DF5546' 
 DF5546'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 91 AND THE
 DF5546'ENTRANCE TO
 DF5546'COPPER MOUNTAIN SKI RESORT, GO WEST ON COPPER ROAD FOR 1.0 MI TO THE
 DF5546'END OF COPPER
 DF5546'ROAD AND A FORK IN THE ROAD. TAKE THE RIGHT FORK, SOUTHWEST, BEELER
 DF5546'ROAD, FOR 0.3 MI TO
 DF5546'THE THE BEGINNING OF VAIL PASS BIKE TRAIL WHICH IS PAVED. TURN ONTO
 DF5546'THE BIKE PATH AND GO
 DF5546'WEST FOR 0.9 MI TO THE STATION ON THE LEFT.
 DF5546' 
 DF5546'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 4.6 M LONG STAINLESS STEEL
 DF5546'ROD DRIVEN TO
 DF5546'REFUSAL, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A
 DF5546'CONCRETE COLLAR
 DF5546'FLUSH WITH THE GROUND. IT IS 4.1 M SOUTHWEST FROM THE CENTER OF THE
 DF5546'BIKE PATH, 0.75 M
 DF5546'NORTHEAST FROM A WITNESS POST AND ABOUT 15 CM BELOW THE BIKE PATH.
 DF5546' 
 DF5546'
 DF5546
 DF5546                          STATION RECOVERY (2003)
 DF5546
 DF5546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 DF5546'RECOVERED IN GOOD CONDITION.
 DF5546
 DF5546                          STATION RECOVERY (2004)
 DF5546
 DF5546'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (KCH)
 DF5546'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2004 (BAJ)
 DF5546'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5478 ***********************************************************************
 DF5478  DESIGNATION -  H 449
 DF5478  PID         -  DF5478
 DF5478  STATE/COUNTY-  CO/CLEAR CREEK
 DF5478  USGS QUAD   -  GEORGETOWN (1974)
 DF5478
 DF5478                         *CURRENT SURVEY CONTROL
 DF5478  ___________________________________________________________________
 DF5478* NAD 83(1992)-  39 43 59.72562(N)    105 41 21.36610(W)     ADJUSTED  
 DF5478* NAVD 88     -      2577.913  (meters)    8457.70   (feet)  ADJUSTED  
 DF5478  ___________________________________________________________________
 DF5478  X           -  -1,328,753.932 (meters)                     COMP
 DF5478  Y           -  -4,730,593.773 (meters)                     COMP
 DF5478  Z           -   4,056,893.262 (meters)                     COMP
 DF5478  LAPLACE CORR-          -7.53  (seconds)                    DEFLEC99
 DF5478  ELLIP HEIGHT-        2565.45  (meters)          (10/27/04) GPS OBS
 DF5478  GEOID HEIGHT-         -12.44  (meters)                     GEOID03
 DF5478  DYNAMIC HT  -        2574.857 (meters)    8447.68  (feet)  COMP
 DF5478  MODELED GRAV-     979,348.0   (mgal)                       NAVD 88
 DF5478
 DF5478  HORZ ORDER  -  FIRST
 DF5478  VERT ORDER  -  FIRST     CLASS II
 DF5478  ELLP ORDER  -  FOURTH    CLASS II
 DF5478
 DF5478.The horizontal coordinates were established by GPS observations
 DF5478.and adjusted by the MOUNTAIN SURVEYING in October 2004..
 DF5478
 DF5478.The orthometric height was determined by differential leveling
 DF5478.and adjusted by the National Geodetic Survey in November 2003..
 DF5478
 DF5478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5478
 DF5478.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5478
 DF5478.The ellipsoidal height was determined by GPS observations
 DF5478.and is referenced to NAD 83.
 DF5478
 DF5478.The geoid height was determined by GEOID03.
 DF5478
 DF5478.The dynamic height is computed by dividing the NAVD 88
 DF5478.geopotential number by the normal gravity value computed on the
 DF5478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5478.degrees latitude (g = 980.6199 gals.).
 DF5478
 DF5478.The modeled gravity was interpolated from observed gravity values.
 DF5478
 DF5478;                    North         East     Units Scale Factor Converg.
 DF5478;SPC CO C     -   515,729.945   898,176.826   MT  0.99999673   -0 07 09.7
 DF5478;SPC CO C     - 1,692,023.99  2,946,768.47   sFT  0.99999673   -0 07 09.7
 DF5478;UTM  13      - 4,398,379.152   440,935.703   MT  0.99964295   -0 26 26.2
 DF5478
 DF5478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5478!SPC CO C     -   0.99959769  x   0.99999673  =   0.99959442
 DF5478!UTM  13      -   0.99959769  x   0.99964295  =   0.99924078
 DF5478
 DF5478                          SUPERSEDED SURVEY CONTROL
 DF5478
 DF5478  NAVD 88 (10/27/04) 2577.91   (m)         8457.7    (f) LEVELING    3  
 DF5478
 DF5478.Superseded values are not recommended for survey control.
 DF5478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5478.See file dsdata.txt to determine how the superseded data were derived.
 DF5478
 DF5478_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD4093698379(NAD 83)
 DF5478_MARKER: DV = VERTICAL CONTROL DISK
 DF5478_SETTING: 80 = SET IN A BOULDER
 DF5478_STAMPING: H 449 2001
 DF5478_MARK LOGO: NGS   
 DF5478_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5478+STABILITY: SURFACE MOTION
 DF5478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5478+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 DF5478
 DF5478  HISTORY     - Date     Condition        Report By
 DF5478  HISTORY     - 20010817 MONUMENTED       NGS
 DF5478  HISTORY     - 20030910 GOOD             NGS
 DF5478  HISTORY     - 20040130 GOOD             MSAM
 DF5478
 DF5478                          STATION DESCRIPTION
 DF5478
 DF5478'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5478'THE STATION IS LOCATED IN GEORGETOWN, IN THE NORTHEAST 1/4 OF SECTION
 DF5478'5, T 4 S, R 74 W.
 DF5478'OWNERSHIP--ON THE PROPERTY OF THE DAM.
 DF5478' 
 DF5478'TO REACH THE STATION FROM THE HARRY M. LOCKE DAM FACE AND INTERSTATE
 DF5478'70 SOUTHERN
 DF5478'ACCESS ROAD JUST NORTH OF GEORGETOWN, GO TO THE NORTHWEST CORNER OF
 DF5478'THE DAM, ABOUT
 DF5478'80 M, TO THE STATION IN A CONCRETE HEADWALL WITH PIPE RAILING AND THE
 DF5478'DISK ON THE RIGHT
 DF5478'AT THE WESTERN MOST END OF THE CONCRETE.
 DF5478' 
 DF5478'THE DISK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE CONCRETE
 DF5478'HEADWALL ON THE
 DF5478'WESTERN SIDE OF THE HARRY M. LOCKE DAM JUST NORTH OF GEORGETOWN IN THE
 DF5478'WESTERNMOST
 DF5478'CONCRETE WALL WITH PIPE GUARDRAIL. IT IS 78.8 M EAST FROM THE CENTER
 DF5478'LINE OF THE ACCESS
 DF5478'ROAD, 18.6 M WEST-SOUTHWEST FROM A TALL PIPE AT THE OUTFLOW OF THE
 DF5478'DAM, 7.0 M EAST FROM
 DF5478'THE TOP CENTER OF A 36-INCH SEWER PIPE THAT RUNS OVER THE DAM, AND 0.1
 DF5478'M
 DF5478'WEST-NORTHWEST FROM THE END OF THE RAILING.
 DF5478'
 DF5478
 DF5478                          STATION RECOVERY (2003)
 DF5478
 DF5478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 DF5478'DISK IS SET IN DAM, NOT A BOULDER.
 DF5478
 DF5478                          STATION RECOVERY (2004)
 DF5478
 DF5478'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (KCH)
 DF5478'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2004 (BAJ)
 DF5478'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0518 ***********************************************************************
 LM0518  DESIGNATION -  H 45
 LM0518  PID         -  LM0518
 LM0518  STATE/COUNTY-  CO/MOFFAT
 LM0518  USGS QUAD   -  PINE RIDGE (1972)
 LM0518
 LM0518                         *CURRENT SURVEY CONTROL
 LM0518  ___________________________________________________________________
 LM0518* NAD 83(1986)-  40 30 33.     (N)    107 38 55.     (W)     SCALED    
 LM0518* NAVD 88     -      1964.772  (meters)    6446.09   (feet)  POSTED    
 LM0518  ___________________________________________________________________
 LM0518  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 LM0518  DYNAMIC HT  -        1962.900 (meters)    6439.95  (feet)  COMP
 LM0518  MODELED GRAV-     979,601.4   (mgal)                       NAVD 88
 LM0518
 LM0518  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LM0518
 LM0518.The horizontal coordinates were scaled from a topographic map and have
 LM0518.an estimated accuracy of +/- 6 seconds.
 LM0518
 LM0518.The orthometric height was determined by differential leveling
 LM0518.and adjusted by the National Geodetic Survey in 1992..
 LM0518.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LM0518.rate of 0.0 thru 1.0 mm/km.
 LM0518
 LM0518.The geoid height was determined by GEOID03.
 LM0518
 LM0518.The dynamic height is computed by dividing the NAVD 88
 LM0518.geopotential number by the normal gravity value computed on the
 LM0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0518.degrees latitude (g = 980.6199 gals.).
 LM0518
 LM0518.The modeled gravity was interpolated from observed gravity values.
 LM0518
 LM0518;                    North         East    Units  Estimated Accuracy
 LM0518;SPC CO N     -   437,560.      732,320.      MT  (+/- 180 meters Scaled)
 LM0518
 LM0518                          SUPERSEDED SURVEY CONTROL
 LM0518
 LM0518  NGVD 29 (??/??/92) 1963.534  (m)         6442.03   (f) ADJ UNCH    1 2
 LM0518
 LM0518.Superseded values are not recommended for survey control.
 LM0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0518.See file dsdata.txt to determine how the superseded data were derived.
 LM0518
 LM0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE755876(NAD 83)
 LM0518_MARKER: DB = BENCH MARK DISK
 LM0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0518_STAMPING: H 45 1934
 LM0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0518+STABILITY: SURFACE MOTION
 LM0518
 LM0518  HISTORY     - Date     Condition        Report By
 LM0518  HISTORY     - 1934     MONUMENTED       CGS
 LM0518
 LM0518                          STATION DESCRIPTION
 LM0518
 LM0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LM0518'6.8 MI W FROM CRAIG.
 LM0518'6.8 MILES WEST ALONG U.S. HIGHWAY 40 FROM CRAIG, MOFFAT COUNTY, 160.8
 LM0518'FEET WEST OF THE SOUTH END OF A 14-INCH CULVERT, AND 32 FEET SOUTHEAST
 LM0518'OF THE CENTER-LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED H 45 1934
 LM0518'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0303 ***********************************************************************
 HL0303  DESIGNATION -  H 45
 HL0303  PID         -  HL0303
 HL0303  STATE/COUNTY-  CO/SAN MIGUEL
 HL0303  USGS QUAD   -  OPHIR (1955)
 HL0303
 HL0303                         *CURRENT SURVEY CONTROL
 HL0303  ___________________________________________________________________
 HL0303* NAD 83(1986)-  37 51 35.     (N)    107 52 05.     (W)     SCALED    
 HL0303* NAVD 88     -      2824.297  (meters)    9266.05   (feet)  ADJUSTED  
 HL0303  ___________________________________________________________________
 HL0303  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 HL0303  DYNAMIC HT  -        2820.296 (meters)    9252.92  (feet)  COMP
 HL0303  MODELED GRAV-     979,110.8   (mgal)                       NAVD 88
 HL0303
 HL0303  VERT ORDER  -  SECOND    CLASS 0
 HL0303
 HL0303.The horizontal coordinates were scaled from a topographic map and have
 HL0303.an estimated accuracy of +/- 6 seconds.
 HL0303
 HL0303.The orthometric height was determined by differential leveling
 HL0303.and adjusted by the National Geodetic Survey in June 1991..
 HL0303
 HL0303.The geoid height was determined by GEOID03.
 HL0303
 HL0303.The dynamic height is computed by dividing the NAVD 88
 HL0303.geopotential number by the normal gravity value computed on the
 HL0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0303.degrees latitude (g = 980.6199 gals.).
 HL0303
 HL0303.The modeled gravity was interpolated from observed gravity values.
 HL0303
 HL0303;                    North         East    Units  Estimated Accuracy
 HL0303;SPC CO S     -   439,850.      706,050.      MT  (+/- 180 meters Scaled)
 HL0303
 HL0303                          SUPERSEDED SURVEY CONTROL
 HL0303
 HL0303  NGVD 29 (??/??/92) 2822.612  (m)         9260.52   (f) ADJ UNCH    2 0
 HL0303
 HL0303.Superseded values are not recommended for survey control.
 HL0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0303.See file dsdata.txt to determine how the superseded data were derived.
 HL0303
 HL0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB476941(NAD 83)
 HL0303_MARKER: DD = SURVEY DISK
 HL0303_SETTING: 66 = SET IN ROCK OUTCROP
 HL0303_SP_SET: GRANITE LEDGE
 HL0303_STAMPING: H 45 1927
 HL0303_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0303+STABILITY: POSITION/ELEVATION WELL
 HL0303
 HL0303  HISTORY     - Date     Condition        Report By
 HL0303  HISTORY     - 1927     MONUMENTED       USGS
 HL0303
 HL0303                          STATION DESCRIPTION
 HL0303
 HL0303'DESCRIBED BY US GEOLOGICAL SURVEY 1927
 HL0303'IN OPHIR.
 HL0303'AT OPHIR, SAN MIGUEL COUNTY, 50 FEET EAST OF THE CENTER OF THE
 HL0303'INTERSECTION OF STATE HIGHWAY 145 AND THE ROAD LEADING TO THE OLD TOWN
 HL0303'OF OPHIR, 10 FEET NORTHEAST OF THE CENTER-LINE OF THE ROAD, 25 FEET
 HL0303'NORTHEAST OF A POWER-TRANSMISSION LINE POLE, IN THE TOP OF A GRANITE
 HL0303'LEDGE, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.  A UNITED STATES
 HL0303'GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 45 1927.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5520 ***********************************************************************
 DF5520  DESIGNATION -  H 450
 DF5520  PID         -  DF5520
 DF5520  STATE/COUNTY-  CO/SUMMIT
 DF5520  USGS QUAD   -  DILLON (1987)
 DF5520
 DF5520                         *CURRENT SURVEY CONTROL
 DF5520  ___________________________________________________________________
 DF5520* NAD 83(1992)-  39 38 40.63355(N)    106 01 42.17285(W)     ADJUSTED  
 DF5520* NAVD 88     -      2815.715  (meters)    9237.89   (feet)  ADJUSTED  
 DF5520  ___________________________________________________________________
 DF5520  X           -  -1,358,515.720 (meters)                     COMP
 DF5520  Y           -  -4,728,865.369 (meters)                     COMP
 DF5520  Z           -   4,049,468.829 (meters)                     COMP
 DF5520  LAPLACE CORR-           6.11  (seconds)                    DEFLEC99
 DF5520  ELLIP HEIGHT-        2803.15  (meters)          (10/27/04) GPS OBS
 DF5520  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 DF5520  DYNAMIC HT  -        2812.178 (meters)    9226.29  (feet)  COMP
 DF5520  MODELED GRAV-     979,268.8   (mgal)                       NAVD 88
 DF5520
 DF5520  HORZ ORDER  -  FIRST
 DF5520  VERT ORDER  -  FIRST     CLASS II
 DF5520  ELLP ORDER  -  FOURTH    CLASS II
 DF5520
 DF5520.The horizontal coordinates were established by GPS observations
 DF5520.and adjusted by the MOUNTAIN SURVEYING in October 2004..
 DF5520
 DF5520.The orthometric height was determined by differential leveling
 DF5520.and adjusted by the National Geodetic Survey in November 2003..
 DF5520
 DF5520.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5520
 DF5520.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5520
 DF5520.The ellipsoidal height was determined by GPS observations
 DF5520.and is referenced to NAD 83.
 DF5520
 DF5520.The geoid height was determined by GEOID03.
 DF5520
 DF5520.The dynamic height is computed by dividing the NAVD 88
 DF5520.geopotential number by the normal gravity value computed on the
 DF5520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5520.degrees latitude (g = 980.6199 gals.).
 DF5520
 DF5520.The modeled gravity was interpolated from observed gravity values.
 DF5520
 DF5520;                    North         East     Units Scale Factor Converg.
 DF5520;SPC CO C     -   506,003.833   869,049.398   MT  0.99998085   -0 19 59.7
 DF5520;SPC CO C     - 1,660,114.24  2,851,206.23   sFT  0.99998085   -0 19 59.7
 DF5520;UTM  13      - 4,388,820.032   411,763.417   MT  0.99969585   -0 39 22.2
 DF5520
 DF5520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5520!SPC CO C     -   0.99956042  x   0.99998085  =   0.99954128
 DF5520!UTM  13      -   0.99956042  x   0.99969585  =   0.99925641
 DF5520
 DF5520                          SUPERSEDED SURVEY CONTROL
 DF5520
 DF5520  NAVD 88 (10/27/04) 2815.72   (m)         9237.9    (f) LEVELING    3  
 DF5520
 DF5520.Superseded values are not recommended for survey control.
 DF5520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5520.See file dsdata.txt to determine how the superseded data were derived.
 DF5520
 DF5520_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD1176388820(NAD 83)
 DF5520_MARKER: DV = VERTICAL CONTROL DISK
 DF5520_SETTING: 66 = SET IN ROCK OUTCROP
 DF5520_STAMPING: H 450 2001
 DF5520_MARK LOGO: NGS   
 DF5520_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF5520+STABILITY: POSITION/ELEVATION WELL
 DF5520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5520+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 DF5520
 DF5520  HISTORY     - Date     Condition        Report By
 DF5520  HISTORY     - 20010829 MONUMENTED       NGS
 DF5520  HISTORY     - 20040130 GOOD             MSAM
 DF5520
 DF5520                          STATION DESCRIPTION
 DF5520
 DF5520'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5520'THE STATION IS LOCATED ABOUT 2.5 MI EAST-NORTHEAST OF SILVERTHORNE,
 DF5520'1.5 MI
 DF5520'WEST-NORTHWEST OF TENDERFOOT MOUNTAIN AND 1.4 MI NORTHEAST OF DILLON,
 DF5520'IN THE
 DF5520'SOUTHEAST 1/4 OF SECTION 5, T 5 S, R 77 W, AT INTERSTATE 70 MILEPOST
 DF5520'207.7. OWNERSHIP--DILLON
 DF5520'WATER DISTRICT.
 DF5520' 
 DF5520'TO REACH THE STATION FROM THE INTERSTATE 70 EXIT 205 UNDERPASS, U. S.
 DF5520'HIGHWAY 6,  GO
 DF5520'SOUTH 0.1 MI TO AN ON RAMP TO INTERSTATE 70 EASTBOUND. CONTINUE AHEAD,
 DF5520'EAST, 0.15 MI TO A
 DF5520'SIDE ROAD LEFT, DEER PATH ROAD. TURN LEFT, NORTHEAST, ON DEER PATH
 DF5520'ROAD FOR 0.75 MI TO
 DF5520'THE INTERSECTION OF STRAIGHT CREEK DRIVE. TURN LEFT, NORTHEAST, ON
 DF5520'STRAIGHT CREEK
 DF5520'DRIVE FOR 0.5 MI TO THE INTERSECTION OF DEER PATH ROAD. CONTINUE
 DF5520'AHEAD, NORTHEAST, ON
 DF5520'STRAIGHT CREEK DRIVE FOR 0.6 MI TO A Y-INTERSECTION. THE RIGHT FORK
 DF5520'GOES TO THE DILLON
 DF5520'VALLEY DISTRICT DOMESTIC WATER TREATMENT FACILITY. TAKE THE LEFT FORK
 DF5520'UPHILL ON A DIRT
 DF5520'ROAD FOR 0.15 MI TO ANOTHER Y-INTERSECTION AND THE STATION ON THE
 DF5520'LEFT.
 DF5520' 
 DF5520'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF A
 DF5520'LARGE ROCK OUTCROP IN
 DF5520'THE SOUTHERN LOW END OF THE OUTCROP MEASURING 3M BY 5 M BY 1 M HIGH.
 DF5520'THIS IS ON A
 DF5520'NATURAL HILLSIDE IN AN OPEN AREA WHERE BRUSH COVERS THE ROCK OUTCROP.
 DF5520'IT IS 34.3 M
 DF5520'NORTHEAST FROM A POWER POLE, 19.0 M NORTH-NORTHWEST FROM THE CENTER OF
 DF5520'A Y-FORK, 6.3
 DF5520'M SOUTH-SOUTHEAST FROM THE RIGHT-OF-WAY FENCE, 1.05 M NORTH-NORTHEAST
 DF5520'FROM A WITNESS
 DF5520'POST, ABOUT 20 M BELOW THE INTERSTATE AND ABOUT 2 M ABOVE THE FOREST
 DF5520'PATH.
 DF5520' 
 DF5520' 
 DF5520'
 DF5520
 DF5520                          STATION RECOVERY (2004)
 DF5520
 DF5520'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (KCH)
 DF5520'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2004 (BAJ)
 DF5520'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5496 ***********************************************************************
 DF5496  DESIGNATION -  H 451
 DF5496  PID         -  DF5496
 DF5496  STATE/COUNTY-  CO/CLEAR CREEK
 DF5496  USGS QUAD   -  GRAYS PEAK (1987)
 DF5496
 DF5496                         *CURRENT SURVEY CONTROL
 DF5496  ___________________________________________________________________
 DF5496* NAD 83(1986)-  39 42 01.     (N)    105 52 02.     (W)     SCALED    
 DF5496* NAVD 88     -      3168.832  (meters)   10396.41   (feet)  ADJUSTED  
 DF5496  ___________________________________________________________________
 DF5496  GEOID HEIGHT-         -12.29  (meters)                     GEOID03
 DF5496  DYNAMIC HT  -        3164.672 (meters)   10382.76  (feet)  COMP
 DF5496  MODELED GRAV-     979,198.2   (mgal)                       NAVD 88
 DF5496
 DF5496  VERT ORDER  -  FIRST     CLASS II
 DF5496
 DF5496.The horizontal coordinates were scaled from a topographic map and have
 DF5496.an estimated accuracy of +/- 6 seconds.
 DF5496
 DF5496.The orthometric height was determined by differential leveling
 DF5496.and adjusted by the National Geodetic Survey in November 2003..
 DF5496
 DF5496.The geoid height was determined by GEOID03.
 DF5496
 DF5496.The dynamic height is computed by dividing the NAVD 88
 DF5496.geopotential number by the normal gravity value computed on the
 DF5496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5496.degrees latitude (g = 980.6199 gals.).
 DF5496
 DF5496.The modeled gravity was interpolated from observed gravity values.
 DF5496
 DF5496;                    North         East    Units  Estimated Accuracy
 DF5496;SPC CO C     -   512,120.      882,910.      MT  (+/- 180 meters Scaled)
 DF5496
 DF5496                          SUPERSEDED SURVEY CONTROL
 DF5496
 DF5496.No superseded survey control is available for this station.
 DF5496
 DF5496_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD256948(NAD 83)
 DF5496_MARKER: DV = VERTICAL CONTROL DISK
 DF5496_SETTING: 66 = SET IN ROCK OUTCROP
 DF5496_STAMPING: H 451 2001
 DF5496_MARK LOGO: NGS   
 DF5496_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5496_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF5496+STABILITY: POSITION/ELEVATION WELL
 DF5496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5496+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2001
 DF5496
 DF5496  HISTORY     - Date     Condition        Report By
 DF5496  HISTORY     - 20010914 MONUMENTED       NGS
 DF5496
 DF5496                          STATION DESCRIPTION
 DF5496
 DF5496'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5496'THE STATION IS LOCATED ABOUT 2.9 MI SOUTHWEST OF MOUNT PERNASSUS, 2.3
 DF5496'MI NORTHEAST OF
 DF5496'THE EAST END OF EISENHOWER TUNNEL AND 0.65 MI WEST-SOUTHWEST OF
 DF5496'INTERSTATE 70 EXIT 218,
 DF5496'AT INTERSTATE 70 MILEPOST 217.8. OWNERSHIP--COLORADO DEPARTMENT OF
 DF5496'TRANSPORTATION
 DF5496'RIGHT-OF-WAY.
 DF5496' 
 DF5496'TO REACH THE STATION FROM EXIT 218, THE HERMAN GULCH TRAILHEAD EXIT OF
 DF5496'INTERSTATE 70, GO
 DF5496'WEST ON THE WESTBOUND LANES FOR 0.7 MI TO THE STATION ON THE RIGHT IN
 DF5496'A LARGE OPEN
 DF5496'AREA.
 DF5496' 
 DF5496'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE BOTTOM OF A
 DF5496'MASSIVE GRANITE
 DF5496'OUTCROP 25 M BY 25 M BY 15 M HIGH. IT IS 70.7 M NORTHWEST FROM THE
 DF5496'EDGE OF OIL OF THE
 DF5496'INTERSTATE, 31.3 M NORTH FROM THE CENTER OF AN OLD SECTION OF HIGHWAY,
 DF5496'13.3 M
 DF5496'NORTHWEST FROM THE CENTER OF AN OLD CONCRETE DRAIN OF AN OLD SECTION
 DF5496'OF HIGHWAY, 5.6
 DF5496'M NORTHWEST FROM A WITNESS POST AND ABOUT 0.3 M ABOVE THE FLAT AREA TO
 DF5496'THE SOUTH.
 DF5496'
 DF5496'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9176 ***********************************************************************
 DH9176  DESIGNATION -  H 452
 DH9176  PID         -  DH9176
 DH9176  STATE/COUNTY-  CO/DENVER
 DH9176  USGS QUAD   -  MONTBELLO (1994)
 DH9176
 DH9176                         *CURRENT SURVEY CONTROL
 DH9176  ___________________________________________________________________
 DH9176* NAD 83(1986)-  39 48 25.     (N)    104 47 02.     (W)     SCALED    
 DH9176* NAVD 88     -      1623.130  (meters)    5325.22   (feet)  ADJUSTED  
 DH9176  ___________________________________________________________________
 DH9176  GEOID HEIGHT-         -17.77  (meters)                     GEOID03
 DH9176  DYNAMIC HT  -        1621.601 (meters)    5320.20  (feet)  COMP
 DH9176  MODELED GRAV-     979,627.5   (mgal)                       NAVD 88
 DH9176
 DH9176  VERT ORDER  -  SECOND    CLASS I
 DH9176
 DH9176.The horizontal coordinates were scaled from a topographic map and have
 DH9176.an estimated accuracy of +/- 6 seconds.
 DH9176
 DH9176.The orthometric height was determined by differential leveling
 DH9176.and adjusted by the National Geodetic Survey in July 2006..
 DH9176
 DH9176.The geoid height was determined by GEOID03.
 DH9176
 DH9176.The dynamic height is computed by dividing the NAVD 88
 DH9176.geopotential number by the normal gravity value computed on the
 DH9176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9176.degrees latitude (g = 980.6199 gals.).
 DH9176
 DH9176.The modeled gravity was interpolated from observed gravity values.
 DH9176
 DH9176;                    North         East    Units  Estimated Accuracy
 DH9176;SPC CO C     -   524,140.      975,730.      MT  (+/- 180 meters Scaled)
 DH9176
 DH9176                          SUPERSEDED SURVEY CONTROL
 DH9176
 DH9176.No superseded survey control is available for this station.
 DH9176
 DH9176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE184063(NAD 83)
 DH9176_MARKER: F = FLANGE-ENCASED ROD
 DH9176_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9176_STAMPING: H 452 2002
 DH9176_MARK LOGO: NGS   
 DH9176_PROJECTION: FLUSH
 DH9176_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9176+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH9176
 DH9176  HISTORY     - Date     Condition        Report By
 DH9176  HISTORY     - 2002     MONUMENTED       NGS
 DH9176  HISTORY     - 2005     GOOD             WOOLPT
 DH9176
 DH9176                          STATION DESCRIPTION
 DH9176
 DH9176'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9176'DESCRIBED BY WOOLPERT, INC. 2005 (RLH)
 DH9176' 
 DH9176'THE STATION IS LOCATED ABOUT 13.4 KM (8.3 MI) SOUTHWEST OF THE AIRPORT
 DH9176'TERMINAL, 3.7 KM (2.3 MI) SOUTH OF THE INTERSECTION OF PENA BOULEVARD
 DH9176'AND TOWER RD, 0.8 KM (0.5 MI) NORTH OF 56TH AVENUE, OWNERSHIP--CITY
 DH9176'AND COUNTY OF DENVER INTERNATIONAL AIRPORT, MR. KEN CONLAN,
 DH9176'303-342-8665
 DH9176' 
 DH9176'TO REACH THE STATION FROM EAST BOUND INTERSTATE 70 AND THE OFF RAMP
 DH9176'TO PENA BOULEVARD GOING TO THE AIRPORT, TAKE THE OFF RAMP, PENA
 DH9176'BOULEVARD FOR 7.6 KM (4.7 MI) TO THE STATION ON THE RIGHT. EXIT THE
 DH9176'RIGHT NORTH BOUND LANE OF PENA BOULEVARD BEFORE THE STATION AND DRIVE
 DH9176'ON THE  RIGHT SHOULDER TO THE STATION.
 DH9176' 
 DH9176'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 DH9176'TO REFUSAL A DEPTH OF , ENCASED IN A 0.9 M (3.0 FT) LONG GREASED
 DH9176'SLEEVE, ENCLOSED IN A 6-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A
 DH9176'CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 259.9 M (852.7 FT) EAST
 DH9176'FROM THE EAST EDGE OF NORTH BOUND PENA BOULEVARD, 15.8 M (52.0 FT)
 DH9176'SOUTHWEST  FROM A FENCE CORNER, 0.8 M (2.5 FT) WEST FROM A CARSONITE
 DH9176'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9144 ***********************************************************************
 DH9144  DESIGNATION -  H 457
 DH9144  PID         -  DH9144
 DH9144  STATE/COUNTY-  CO/DENVER
 DH9144  USGS QUAD   -  DENVER INTERNATIONAL AIRPORT (1994)
 DH9144
 DH9144                         *CURRENT SURVEY CONTROL
 DH9144  ___________________________________________________________________
 DH9144* NAD 83(1986)-  39 48 46.     (N)    104 38 25.     (W)     SCALED    
 DH9144* NAVD 88     -      1646.474  (meters)    5401.81   (feet)  ADJUSTED  
 DH9144  ___________________________________________________________________
 DH9144  GEOID HEIGHT-         -18.01  (meters)                     GEOID03
 DH9144  DYNAMIC HT  -        1644.930 (meters)    5396.74  (feet)  COMP
 DH9144  MODELED GRAV-     979,630.3   (mgal)                       NAVD 88
 DH9144
 DH9144  VERT ORDER  -  SECOND    CLASS I
 DH9144
 DH9144.The horizontal coordinates were scaled from a topographic map and have
 DH9144.an estimated accuracy of +/- 6 seconds.
 DH9144
 DH9144.The orthometric height was determined by differential leveling
 DH9144.and adjusted by the National Geodetic Survey in July 2006..
 DH9144
 DH9144.The geoid height was determined by GEOID03.
 DH9144
 DH9144.The dynamic height is computed by dividing the NAVD 88
 DH9144.geopotential number by the normal gravity value computed on the
 DH9144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9144.degrees latitude (g = 980.6199 gals.).
 DH9144
 DH9144.The modeled gravity was interpolated from observed gravity values.
 DH9144
 DH9144;                    North         East    Units  Estimated Accuracy
 DH9144;SPC CO C     -   524,890.      988,020.      MT  (+/- 180 meters Scaled)
 DH9144
 DH9144                          SUPERSEDED SURVEY CONTROL
 DH9144
 DH9144.No superseded survey control is available for this station.
 DH9144
 DH9144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE307070(NAD 83)
 DH9144_MARKER: F = FLANGE-ENCASED ROD
 DH9144_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9144_STAMPING: H 457 2005
 DH9144_MARK LOGO: NGS   
 DH9144_PROJECTION: FLUSH
 DH9144_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9144+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 DH9144_ROD/PIPE-DEPTH:  4.9 meters
 DH9144_SLEEVE-DEPTH  :  0.9 meters
 DH9144
 DH9144  HISTORY     - Date     Condition        Report By
 DH9144  HISTORY     - 20051026 MONUMENTED       WOOLPT
 DH9144
 DH9144                          STATION DESCRIPTION
 DH9144
 DH9144'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9144'DESCRIBED BY WOOLPERT, INC. 2005 (CRR)
 DH9144' 
 DH9144'THE STATION IS LOCATED 18.8 KM (11.7 MI) NORTHEAST OF THE CITY OF
 DH9144'AURORA, 9.5 KM (5.9 MI)  SOUTHEAST OF THE INTERSECTION OF E470 AND
 DH9144'PENA BOULEVARD, AND 5.0 KM (3.1 MI) SOUTHEAST  OF THE DIA TERMINAL.
 DH9144'OWNERSHIP - CITY AND COUNTY OF DENVER INTERNATIONAL AIRPORT, MR.  KEN
 DH9144'CONLAN, (303)342-8665.
 DH9144' 
 DH9144'TO REACH THE STATION FROM THE INTERSECTION OF E470 AND EAST 56TH
 DH9144'AVENUE, HEAD EAST ON  EAST 56TH AVENUE 4.3 KM (2.7 MI) TO VALLEY HEAD
 DH9144'STREET, TURN LEFT, HEAD NORTH ON VALLEY  HEAD STREET 1.6 KM (1.0 MI)
 DH9144'TO EAST 64TH AVENUE, TURN RIGHT (EAST), AND HEAD 2.2 KM (1.4 MI) TO
 DH9144'THE INTERSECTION WITH NORTH HAYESMOUNT ROAD AND THE STATION ON THE
 DH9144'RIGHT.
 DH9144' 
 DH9144'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 DH9144'REFUSAL A DEPTH OF 5 M,  ENCASED IN A 90 CM LONG GREASED SLEEVE,
 DH9144'ENCLOSED IN A 6 INCH PVC PIPE WITH LOGO CAP  SURROUNDED BY A CONCRETE
 DH9144'COLLAR SET FLUSH WITH THE GROUND.  IT IS 35.9 M (118 FT)  SOUTHWEST OF
 DH9144'A STREET MARKER, 7.8 M (25.6 FT) WEST OF THE CENTERLINE OF NORTH
 DH9144'HAYESMOUNT ROAD, 1.0 M (3.6 FT) EAST OF A BARB-WIRE FENCE, AND 1.0 M
 DH9144'(3.0 FT) SOUTH OF A  CARSONITE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0030 ***********************************************************************
 LN0030  DESIGNATION -  H 46
 LN0030  PID         -  LN0030
 LN0030  STATE/COUNTY-  CO/MOFFAT
 LN0030  USGS QUAD   -  CROSS MOUNTAIN CANYON (1986)
 LN0030
 LN0030                         *CURRENT SURVEY CONTROL
 LN0030  ___________________________________________________________________
 LN0030* NAD 83(1986)-  40 26 16.     (N)    108 19 20.     (W)     SCALED    
 LN0030* NAVD 88     -      1923.973  (meters)    6312.23   (feet)  POSTED    
 LN0030  ___________________________________________________________________
 LN0030  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 LN0030  DYNAMIC HT  -        1922.110 (meters)    6306.12  (feet)  COMP
 LN0030  MODELED GRAV-     979,590.3   (mgal)                       NAVD 88
 LN0030
 LN0030  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LN0030
 LN0030.The horizontal coordinates were scaled from a topographic map and have
 LN0030.an estimated accuracy of +/- 6 seconds.
 LN0030
 LN0030.The orthometric height was determined by differential leveling
 LN0030.and adjusted by the National Geodetic Survey in 1992..
 LN0030.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LN0030.rate of 0.0 thru 1.0 mm/km.
 LN0030
 LN0030.The geoid height was determined by GEOID03.
 LN0030
 LN0030.The dynamic height is computed by dividing the NAVD 88
 LN0030.geopotential number by the normal gravity value computed on the
 LN0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0030.degrees latitude (g = 980.6199 gals.).
 LN0030
 LN0030.The modeled gravity was interpolated from observed gravity values.
 LN0030
 LN0030;                    North         East    Units  Estimated Accuracy
 LN0030;SPC CO N     -   431,240.      675,000.      MT  (+/- 180 meters Scaled)
 LN0030
 LN0030                          SUPERSEDED SURVEY CONTROL
 LN0030
 LN0030  NGVD 29 (??/??/92) 1922.660  (m)         6307.93   (f) ADJ UNCH    1 2
 LN0030
 LN0030.Superseded values are not recommended for survey control.
 LN0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0030.See file dsdata.txt to determine how the superseded data were derived.
 LN0030
 LN0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK271797(NAD 83)
 LN0030_MARKER: DB = BENCH MARK DISK
 LN0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0030_STAMPING: H 46 1934
 LN0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0030+STABILITY: SURFACE MOTION
 LN0030
 LN0030  HISTORY     - Date     Condition        Report By
 LN0030  HISTORY     - 1934     MONUMENTED       CGS
 LN0030  HISTORY     - 1960     GOOD             USGS
 LN0030  HISTORY     - 1968     GOOD             NGS
 LN0030
 LN0030                          STATION DESCRIPTION
 LN0030
 LN0030'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 LN0030'10.5 MI E FROM ELK SPRINGS.
 LN0030'9.1 MILES EAST ALONG U. S. HIGHWAY 40 FROM ELK SPRINGS, 1.4 MILES
 LN0030'NORTH ALONG GRADED ROAD FROM CROSS MT.  45 YARDS WEST OF AN OLD STORM
 LN0030'CELLAR, AT A ROAD JUNCTION, 26 FEET NORTH OF THE DIM PRIVATE ROAD
 LN0030'LEADING EAST, 19 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 14
 LN0030'FEET NORTH OF A POLE.  A STANDARD DISK, STAMPED H 46 1934 AND SET IN
 LN0030'THE TOP OF A CONCRETE POST.
 LN0030
 LN0030                          STATION RECOVERY (1968)
 LN0030
 LN0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LN0030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8180 ***********************************************************************
 AH8180  DESIGNATION -  H 46
 AH8180  PID         -  AH8180
 AH8180  STATE/COUNTY-  CO/SAN MIGUEL
 AH8180  USGS QUAD   -  OPHIR (1955)
 AH8180
 AH8180                         *CURRENT SURVEY CONTROL
 AH8180  ___________________________________________________________________
 AH8180* NAD 83(1992)-  37 51 21.33067(N)    107 49 44.44521(W)     ADJUSTED  
 AH8180* NAVD 88     -      2975.3    (meters)    9761.     (feet)  GPS OBS   
 AH8180  ___________________________________________________________________
 AH8180  X           -  -1,544,541.093 (meters)                     COMP
 AH8180  Y           -  -4,802,326.188 (meters)                     COMP
 AH8180  Z           -   3,894,646.193 (meters)                     COMP
 AH8180  LAPLACE CORR-           8.29  (seconds)                    DEFLEC99
 AH8180  ELLIP HEIGHT-        2959.44  (meters)          (12/03/02) GPS OBS
 AH8180  GEOID HEIGHT-         -15.75  (meters)                     GEOID03
 AH8180
 AH8180  HORZ ORDER  -  FIRST
 AH8180  ELLP ORDER  -  FOURTH    CLASS II
 AH8180
 AH8180.The horizontal coordinates were established by GPS observations
 AH8180.and adjusted by the National Geodetic Survey in March 1999..
 AH8180
 AH8180.The orthometric height was determined by GPS observations and a
 AH8180.high-resolution geoid model.
 AH8180
 AH8180.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8180
 AH8180.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8180
 AH8180.The ellipsoidal height was determined by GPS observations
 AH8180.and is referenced to NAD 83.
 AH8180
 AH8180.The geoid height was determined by GEOID03.
 AH8180
 AH8180;                    North         East     Units Scale Factor Converg.
 AH8180;SPC CO S     -   439,344.157   709,471.774   MT  0.99994547   -1 25 42.8
 AH8180;SPC CO S     - 1,441,414.96  2,327,658.65   sFT  0.99994547   -1 25 42.8
 AH8180;UTM  13      - 4,193,602.325   251,109.916   MT  1.00036304   -1 44 13.2
 AH8180
 AH8180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8180!SPC CO S     -   0.99953583  x   0.99994547  =   0.99948133
 AH8180!UTM  13      -   0.99953583  x   1.00036304  =   0.99989870
 AH8180
 AH8180                          SUPERSEDED SURVEY CONTROL
 AH8180
 AH8180  ELLIP H (03/16/99) 2959.45   (m)                       GP(       ) 4 1
 AH8180
 AH8180.Superseded values are not recommended for survey control.
 AH8180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8180.See file dsdata.txt to determine how the superseded data were derived.
 AH8180
 AH8180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB5111093602(NAD 83)
 AH8180_MARKER: DB = BENCH MARK DISK
 AH8180_SETTING: 80 = SET IN A BOULDER
 AH8180_STAMPING: H 46 1927
 AH8180_MARK LOGO: USGS  
 AH8180_PROJECTION: FLUSH
 AH8180_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH8180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8180+STABILITY: SURFACE MOTION
 AH8180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8180+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH8180
 AH8180  HISTORY     - Date     Condition        Report By
 AH8180  HISTORY     - 1998     MONUMENTED       NGS
 AH8180
 AH8180                          STATION DESCRIPTION
 AH8180
 AH8180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 AH8180'THE STATION IS LOCATED ABOUT 10 MI (16.1 KM) NORTHWEST OF SILVERTON, 6
 AH8180'MI (9.7 KM) SOUTH OF TELLURIDE AND 0.25 MI (0.40 KM) EAST OF OPHIR.
 AH8180'OWNERSHIP-- TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AH8180'HIGHWAY 145 AND OPHIR PASS ROAD, THE NORTHERN MOST ROAD TO OPHIR, GO
 AH8180'EAST ON OPHIR PASS ROAD FOR 2.4 MI (3.9 KM) TO JUST PAST THE TOWN OF
 AH8180'OPHIR AND THE STATION ON THE LEFT.  IT IS 0.15 MI (0.24 KM) EAST FROM
 AH8180'THE EASTERN MOST CROSSROAD IN OPHIR THE DISK IS A STANDARD USGS DISK
 AH8180'SET INTO A DRILL HOLE IN A PARTLY EXPOSED BOULDER MEASURING 1.4 M (4.6
 AH8180'FT) BY 1.1 M (3.6 FT) BY 0.3 M. IT IS 23.5 M (77.1 FT) NORTH FROM THE
 AH8180'CENTER OF PASS ROAD, 5.3 M (17.4 FT) NORTHWEST FROM THE CENTER OF A
 AH8180'TRACK ROAD NORTH, 1.0 M (3.3 FT) SOUTH-SOUTHEAST FROM A WITNESS POST,
 AH8180'0.6 M (2.0 FT) NORTHEAST FROM A METAL POST AND ABOUT 1.5 M (4.9 FT)
 AH8180'ABOVE PASS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0177 ***********************************************************************
 KL0177  DESIGNATION -  H 47
 KL0177  PID         -  KL0177
 KL0177  STATE/COUNTY-  CO/EAGLE
 KL0177  USGS QUAD   -  RED CLIFF (1987)
 KL0177
 KL0177                         *CURRENT SURVEY CONTROL
 KL0177  ___________________________________________________________________
 KL0177* NAD 83(1986)-  39 30 09.     (N)    106 21 50.     (W)     SCALED    
 KL0177* NAVD 88     -      2669.676  (meters)    8758.76   (feet)  ADJUSTED  
 KL0177  ___________________________________________________________________
 KL0177  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 KL0177  DYNAMIC HT  -        2666.395 (meters)    8748.00  (feet)  COMP
 KL0177  MODELED GRAV-     979,301.6   (mgal)                       NAVD 88
 KL0177
 KL0177  VERT ORDER  -  FIRST     CLASS II
 KL0177
 KL0177.The horizontal coordinates were scaled from a topographic map and have
 KL0177.an estimated accuracy of +/- 6 seconds.
 KL0177
 KL0177.The orthometric height was determined by differential leveling
 KL0177.and adjusted by the National Geodetic Survey in June 1991..
 KL0177
 KL0177.The geoid height was determined by GEOID03.
 KL0177
 KL0177.The dynamic height is computed by dividing the NAVD 88
 KL0177.geopotential number by the normal gravity value computed on the
 KL0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0177.degrees latitude (g = 980.6199 gals.).
 KL0177
 KL0177.The modeled gravity was interpolated from observed gravity values.
 KL0177
 KL0177;                    North         East    Units  Estimated Accuracy
 KL0177;SPC CO C     -   490,450.      840,100.      MT  (+/- 180 meters Scaled)
 KL0177
 KL0177                          SUPERSEDED SURVEY CONTROL
 KL0177
 KL0177  NGVD 29 (??/??/92) 2668.043  (m)         8753.40   (f) ADJ UNCH    1 2
 KL0177
 KL0177.Superseded values are not recommended for survey control.
 KL0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0177.See file dsdata.txt to determine how the superseded data were derived.
 KL0177
 KL0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD827734(NAD 83)
 KL0177_MARKER: DB = BENCH MARK DISK
 KL0177_SETTING: 80 = SET IN A BOULDER
 KL0177_SP_SET: BOULDER
 KL0177_STAMPING: H 47 1934
 KL0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0177+STABILITY: SURFACE MOTION
 KL0177
 KL0177  HISTORY     - Date     Condition        Report By
 KL0177  HISTORY     - 1934     MONUMENTED       CGS
 KL0177  HISTORY     - 1959     GOOD             DOD
 KL0177
 KL0177                          STATION DESCRIPTION
 KL0177
 KL0177'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 KL0177'1.0 MI S FROM RED CLIFF.
 KL0177'1.0 MILE SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KL0177'RED CLIFF, EAGLE COUNTY, 200 YARDS SOUTH OF AN OLD BALL PARK, 18 FEET
 KL0177'SOUTHEAST OF THE THIRD POLE SOUTH OF MILE POST 293, 17 FEET NORTHEAST
 KL0177'OF THE NORTHEAST RAIL OF THE NORTH-BOUND TRACK, IN THE TOP OF A LARGE
 KL0177'GRANITE BOULDER, AND 2 FEET HIGHER THAN THE TOP OF THE RAIL.  A
 KL0177'STANDARD DISK, STAMPED H 47 1934.  NOTE-- IS 19 FEET NORTHEAST OF THE
 KL0177'CENTERLINE OF THE RAILROAD TRACKS AND 1.3 FEET LOWER.  13 FEET
 KL0177'WEST-SOUTHWEST OF A LARGE BOULDER AND 2.6 FEET HIGHER.  AND 33 FEET
 KL0177'SOUTH OF A GROUP OF TREES AND 13.9 FEET HIGHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0031 ***********************************************************************
 JL0031  DESIGNATION -  H 47
 JL0031  PID         -  JL0031
 JL0031  STATE/COUNTY-  CO/CHAFFEE
 JL0031  USGS QUAD   -  BUENA VISTA WEST (1994)
 JL0031
 JL0031                         *CURRENT SURVEY CONTROL
 JL0031  ___________________________________________________________________
 JL0031* NAD 83(1986)-  38 50 31.     (N)    106 07 52.     (W)     SCALED    
 JL0031* NAVD 88     -      2426.126  (meters)    7959.72   (feet)  ADJUSTED  
 JL0031  ___________________________________________________________________
 JL0031  GEOID HEIGHT-         -13.98  (meters)                     GEOID03
 JL0031  DYNAMIC HT  -        2423.094 (meters)    7949.77  (feet)  COMP
 JL0031  MODELED GRAV-     979,291.5   (mgal)                       NAVD 88
 JL0031
 JL0031  VERT ORDER  -  FIRST     CLASS II
 JL0031
 JL0031.The horizontal coordinates were scaled from a topographic map and have
 JL0031.an estimated accuracy of +/- 6 seconds.
 JL0031
 JL0031.The orthometric height was determined by differential leveling
 JL0031.and adjusted by the National Geodetic Survey in June 1991..
 JL0031
 JL0031.The geoid height was determined by GEOID03.
 JL0031
 JL0031.The dynamic height is computed by dividing the NAVD 88
 JL0031.geopotential number by the normal gravity value computed on the
 JL0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0031.degrees latitude (g = 980.6199 gals.).
 JL0031
 JL0031.The modeled gravity was interpolated from observed gravity values.
 JL0031
 JL0031;                    North         East    Units  Estimated Accuracy
 JL0031;SPC CO C     -   416,950.      859,610.      MT  (+/- 180 meters Scaled)
 JL0031
 JL0031                          SUPERSEDED SURVEY CONTROL
 JL0031
 JL0031  NGVD 29 (??/??/92) 2424.587  (m)         7954.67   (f) ADJ UNCH    1 2
 JL0031
 JL0031.Superseded values are not recommended for survey control.
 JL0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0031.See file dsdata.txt to determine how the superseded data were derived.
 JL0031
 JL0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC018998(NAD 83)
 JL0031_MARKER: DD = SURVEY DISK
 JL0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0031_SP_SET: STONE
 JL0031_STAMPING: H 47 1926
 JL0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0031+STABILITY: SURFACE MOTION
 JL0031
 JL0031  HISTORY     - Date     Condition        Report By
 JL0031  HISTORY     - 1926     MONUMENTED       USGS
 JL0031  HISTORY     - 1953     GOOD             NGS
 JL0031  HISTORY     - 20040527 MARK NOT FOUND   GEOCAC
 JL0031
 JL0031                          STATION DESCRIPTION
 JL0031
 JL0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JL0031'IN BUENA VISTA.
 JL0031'AT BUENA VISTA, AT THE DENVER AND RIO GRANDE WESTERN RAILROAD STATION,
 JL0031'62.5 FEET WEST OF A SEMAPHORE, 36.5 FEET SOUTHWEST OF THE SOUTHWEST
 JL0031'RAIL OF THE MAIN TRACK, 40.5 FEET NORTHEAST OF THE NORTHEAST SIDE OF
 JL0031'THE WHITE HOUSE LIQUOR STORE, 51.5 FEET SOUTHEAST OF A RAILROAD
 JL0031'WARNING LIGHT, 0.2 FOOT ABOVE THE GROUND, SET IN THE TOP OF A RED
 JL0031'SANDSTONE BLOCK WHICH IS ONE OF 4 BLOCKS WHICH FORM A CIRCLE AROUND A
 JL0031'SMALL FLOWER BED.
 JL0031
 JL0031                          STATION RECOVERY (2004)
 JL0031
 JL0031'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 JL0031'NOT FOUND.  RAILROAD STATION, LIQUOR STORE, WARNING LIGHT, RED
 JL0031'SANDSTONE BLOCKS AND FLOWER BED ARE GONE.  RAILROAD ABANDONED.  STREET
 JL0031'TO BANK EXISTS 36.5 FEET SOUTHWEST OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0329 ***********************************************************************
 HK0329  DESIGNATION -  H 48
 HK0329  PID         -  HK0329
 HK0329  STATE/COUNTY-  CO/COSTILLA
 HK0329  USGS QUAD   -  SKY VALLEY RANCH (1967)
 HK0329
 HK0329                         *CURRENT SURVEY CONTROL
 HK0329  ___________________________________________________________________
 HK0329* NAD 83(1986)-  37 00 12.     (N)    105 37 39.     (W)     SCALED    
 HK0329* NAVD 88     -      2308.007  (meters)    7572.19   (feet)  ADJUSTED  
 HK0329  ___________________________________________________________________
 HK0329  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 HK0329  DYNAMIC HT  -        2304.858 (meters)    7561.85  (feet)  COMP
 HK0329  MODELED GRAV-     979,183.8   (mgal)                       NAVD 88
 HK0329
 HK0329  VERT ORDER  -  SECOND    CLASS 0
 HK0329
 HK0329.The horizontal coordinates were scaled from a topographic map and have
 HK0329.an estimated accuracy of +/- 6 seconds.
 HK0329
 HK0329.The orthometric height was determined by differential leveling
 HK0329.and adjusted by the National Geodetic Survey in June 1991..
 HK0329
 HK0329.The geoid height was determined by GEOID03.
 HK0329
 HK0329.The dynamic height is computed by dividing the NAVD 88
 HK0329.geopotential number by the normal gravity value computed on the
 HK0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0329.degrees latitude (g = 980.6199 gals.).
 HK0329
 HK0329.The modeled gravity was interpolated from observed gravity values.
 HK0329
 HK0329;                    North         East    Units  Estimated Accuracy
 HK0329;SPC CO S     -   342,170.      903,050.      MT  (+/- 180 meters Scaled)
 HK0329
 HK0329                          SUPERSEDED SURVEY CONTROL
 HK0329
 HK0329  NGVD 29 (??/??/92) 2306.731  (m)         7568.00   (f) ADJ UNCH    2 0
 HK0329
 HK0329.Superseded values are not recommended for survey control.
 HK0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0329.See file dsdata.txt to determine how the superseded data were derived.
 HK0329
 HK0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA441954(NAD 83)
 HK0329_MARKER: DB = BENCH MARK DISK
 HK0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0329_STAMPING: H 48 1927
 HK0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0329+STABILITY: SURFACE MOTION
 HK0329
 HK0329  HISTORY     - Date     Condition        Report By
 HK0329  HISTORY     - 1927     MONUMENTED       USGS
 HK0329  HISTORY     - 1934     GOOD             NGS
 HK0329
 HK0329                          STATION DESCRIPTION
 HK0329
 HK0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HK0329'AT JAROSO.
 HK0329'AT JAROSO, COSTILLA COUNTY, ABOUT 1,000 FEET WEST OF THE SAN LUIS
 HK0329'VALLEY SOUTHERN RAILWAY STATION, IN THE NORTHEAST CORNER OF A
 HK0329'T-ROAD JUNCTION, INSIDE A FENCE CORNER, AND 3 FEET FROM EACH FENCE.
 HK0329'A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 48 1927
 HK0329'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0030 ***********************************************************************
 JL0030  DESIGNATION -  H 5
 JL0030  PID         -  JL0030
 JL0030  STATE/COUNTY-  CO/CHAFFEE
 JL0030  USGS QUAD   -  BUENA VISTA WEST (1994)
 JL0030
 JL0030                         *CURRENT SURVEY CONTROL
 JL0030  ___________________________________________________________________
 JL0030* NAD 83(1986)-  38 50 18.     (N)    106 07 44.     (W)     SCALED    
 JL0030* NAVD 88     -      2421.175  (meters)    7943.47   (feet)  ADJUSTED  
 JL0030  ___________________________________________________________________
 JL0030  GEOID HEIGHT-         -14.00  (meters)                     GEOID03
 JL0030  DYNAMIC HT  -        2418.147 (meters)    7933.54  (feet)  COMP
 JL0030  MODELED GRAV-     979,290.7   (mgal)                       NAVD 88
 JL0030
 JL0030  VERT ORDER  -  FIRST     CLASS II
 JL0030
 JL0030.The horizontal coordinates were scaled from a topographic map and have
 JL0030.an estimated accuracy of +/- 6 seconds.
 JL0030
 JL0030.The orthometric height was determined by differential leveling
 JL0030.and adjusted by the National Geodetic Survey in June 1991..
 JL0030
 JL0030.The geoid height was determined by GEOID03.
 JL0030
 JL0030.The dynamic height is computed by dividing the NAVD 88
 JL0030.geopotential number by the normal gravity value computed on the
 JL0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0030.degrees latitude (g = 980.6199 gals.).
 JL0030
 JL0030.The modeled gravity was interpolated from observed gravity values.
 JL0030
 JL0030;                    North         East    Units  Estimated Accuracy
 JL0030;SPC CO C     -   416,550.      859,800.      MT  (+/- 180 meters Scaled)
 JL0030
 JL0030                          SUPERSEDED SURVEY CONTROL
 JL0030
 JL0030  NGVD 29 (??/??/92) 2419.634  (m)         7938.42   (f) ADJ UNCH    1 2
 JL0030
 JL0030.Superseded values are not recommended for survey control.
 JL0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0030.See file dsdata.txt to determine how the superseded data were derived.
 JL0030
 JL0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC020994(NAD 83)
 JL0030_MARKER: DB = BENCH MARK DISK
 JL0030_SETTING: 66 = SET IN ROCK OUTCROP
 JL0030_SP_SET: ROCK OUTCROP
 JL0030_STAMPING: H 5 1925
 JL0030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0030+STABILITY: POSITION/ELEVATION WELL
 JL0030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0030+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2004
 JL0030
 JL0030  HISTORY     - Date     Condition        Report By
 JL0030  HISTORY     - 1925     MONUMENTED       CGS
 JL0030  HISTORY     - 1953     GOOD             NGS
 JL0030  HISTORY     - 20040527 GOOD             GEOCAC
 JL0030
 JL0030                          STATION DESCRIPTION
 JL0030
 JL0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JL0030'0.25 MI SE FROM BUENA VISTA.
 JL0030'0.25 MILE SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0030'FROM THE STATION AT BUENA VISTA, 50 FEET NORTH OF SEMAPHORE 240.3, 83
 JL0030'FEET SOUTHWEST OF THE CENTER LINE OF A GRAVELED ROAD, 38.5 FEET
 JL0030'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 17 FEET SOUTHWEST
 JL0030'OF A ROW OF TELEPHONE POLES, 4 FEET ABOVE THE GROUND, 5 FEET BELOW THE
 JL0030'TOP OF THE RAILS, SET IN THE TOP OF A 7X9 FOOT GRANITE OUTCROP.
 JL0030
 JL0030                          STATION RECOVERY (2004)
 JL0030
 JL0030'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 JL0030'FOUND IN GOOD CONDITION. GRAVEL ROAD IS NOW A PAVED ROAD.  HANDHELD
 JL0030'GPS COORDINATES N38 50 19.7, W106 07 46.1.
 JL0030' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0588 ***********************************************************************
 KL0588  DESIGNATION -  H 5
 KL0588  PID         -  KL0588
 KL0588  STATE/COUNTY-  CO/RIO BLANCO
 KL0588  USGS QUAD   -  BUFORD (1987)
 KL0588
 KL0588                         *CURRENT SURVEY CONTROL
 KL0588  ___________________________________________________________________
 KL0588* NAD 83(1986)-  39 59 16.     (N)    107 36 57.     (W)     SCALED    
 KL0588* NAVD 88     -      2136.851  (meters)    7010.65   (feet)  ADJUSTED  
 KL0588  ___________________________________________________________________
 KL0588  GEOID HEIGHT-         -13.78  (meters)                     GEOID03
 KL0588  DYNAMIC HT  -        2134.609 (meters)    7003.30  (feet)  COMP
 KL0588  MODELED GRAV-     979,500.6   (mgal)                       NAVD 88
 KL0588
 KL0588  VERT ORDER  -  SECOND    CLASS 0
 KL0588
 KL0588.The horizontal coordinates were scaled from a topographic map and have
 KL0588.an estimated accuracy of +/- 6 seconds.
 KL0588
 KL0588.The orthometric height was determined by differential leveling
 KL0588.and adjusted by the National Geodetic Survey in June 1991..
 KL0588
 KL0588.The geoid height was determined by GEOID03.
 KL0588
 KL0588.The dynamic height is computed by dividing the NAVD 88
 KL0588.geopotential number by the normal gravity value computed on the
 KL0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0588.degrees latitude (g = 980.6199 gals.).
 KL0588
 KL0588.The modeled gravity was interpolated from observed gravity values.
 KL0588
 KL0588;                    North         East    Units  Estimated Accuracy
 KL0588;SPC CO N     -   379,620.      733,710.      MT  (+/- 180 meters Scaled)
 KL0588
 KL0588                          SUPERSEDED SURVEY CONTROL
 KL0588
 KL0588  NGVD 29 (??/??/92) 2135.497  (m)         7006.21   (f) ADJ UNCH    2 0
 KL0588
 KL0588.Superseded values are not recommended for survey control.
 KL0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0588.See file dsdata.txt to determine how the superseded data were derived.
 KL0588
 KL0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBE766296(NAD 83)
 KL0588_MARKER: DD = SURVEY DISK
 KL0588_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KL0588_SP_SET: FOUNDATION
 KL0588_STAMPING: H 5
 KL0588_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0588
 KL0588  HISTORY     - Date     Condition        Report By
 KL0588  HISTORY     - UNK      MONUMENTED       BOR
 KL0588  HISTORY     - 1966     GOOD             NGS
 KL0588
 KL0588                          STATION DESCRIPTION
 KL0588
 KL0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KL0588'IN BUFORD.
 KL0588'AT BUFORD, SET IN THE TOP OF THE WEST CORNER OF THE CONCRETE
 KL0588'FOUNDATION OF A CONOCO SERVICE STATION, 35 FEET SOUTHEAST OF THE
 KL0588'CENTER LINE OF THE HIGHWAY, 28 FEET NORTH OF THE WEST END OF THE GAS
 KL0588'PUMP ISLAND, 1 FOOT SOUTHWEST OF THE WEST CORNER OF THE BUILDING AND
 KL0588'ABOUT 5 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0530 ***********************************************************************
 HK0530  DESIGNATION -  H 51
 HK0530  PID         -  HK0530
 HK0530  STATE/COUNTY-  CO/COSTILLA
 HK0530  USGS QUAD   -  SKY VALLEY RANCH (1967)
 HK0530
 HK0530                         *CURRENT SURVEY CONTROL
 HK0530  ___________________________________________________________________
 HK0530* NAD 83(1992)-  37 03 33.77160(N)    105 43 51.05249(W)     ADJUSTED  
 HK0530* NAVD 88     -      2322.30   (+/-2cm)    7619.1    (feet)  VERTCON   
 HK0530  ___________________________________________________________________
 HK0530  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 HK0530  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 HK0530
 HK0530  HORZ ORDER  -  SECOND
 HK0530  VERT ORDER  -  THIRD ? (See Below)
 HK0530
 HK0530.The horizontal coordinates were established by classical geodetic methods
 HK0530.and adjusted by the National Geodetic Survey in December 1993..
 HK0530
 HK0530.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0530.The vertical order pertains to the NGVD 29 superseded value.
 HK0530
 HK0530.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0530
 HK0530.The geoid height was determined by GEOID03.
 HK0530
 HK0530;                    North         East     Units Scale Factor Converg.
 HK0530;SPC CO S     -   348,411.396   893,868.939   MT  1.00003612   -0 08 29.7
 HK0530;SPC CO S     - 1,143,079.72  2,932,635.01   sFT  1.00003612   -0 08 29.7
 HK0530;SPC NM C     -   672,185.493   546,170.192   MT  0.99992625   +0 18 46.3
 HK0530;SPC NM C     - 2,205,328.57  1,791,893.37   sFT  0.99992625   +0 18 46.3
 HK0530;UTM  13      - 4,101,709.485   435,022.143   MT  0.99965201   -0 26 25.6
 HK0530
 HK0530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0530!SPC CO S     -   0.99963834  x   1.00003612  =   0.99967445
 HK0530!SPC NM C     -   0.99963834  x   0.99992625  =   0.99956462
 HK0530!UTM  13      -   0.99963834  x   0.99965201  =   0.99929048
 HK0530
 HK0530|---------------------------------------------------------------------|
 HK0530| PID    Reference Object                     Distance      Geod. Az  |
 HK0530|                                                           dddmmss.s |
 HK0530| CM8233 H 51 RM 1                             9.377 METERS 07315     |
 HK0530| CM8232 H 51 AZ MK                                         3060927.9 |
 HK0530| CM8234 H 51 RM 2                            12.004 METERS 34231     |
 HK0530|---------------------------------------------------------------------|
 HK0530
 HK0530                          SUPERSEDED SURVEY CONTROL
 HK0530
 HK0530  NAD 83(1992)-  37 03 33.77308(N)    105 43 51.05338(W) AD(       ) 2
 HK0530  NAD 83(1986)-  37 03 33.77606(N)    105 43 51.06140(W) AD(       ) 2
 HK0530  NAD 27      -  37 03 33.71400(N)    105 43 49.01000(W) AD(       ) 2
 HK0530  NGVD 29 (07/19/86) 2321.07   (m)         7615.0    (f) LEVELING    3  
 HK0530
 HK0530.Superseded values are not recommended for survey control.
 HK0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0530.See file dsdata.txt to determine how the superseded data were derived.
 HK0530
 HK0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB3502201709(NAD 83)
 HK0530_MARKER: DS = TRIANGULATION STATION DISK
 HK0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0530
 HK0530  HISTORY     - Date     Condition        Report By
 HK0530  HISTORY     - 1945     MONUMENTED       USGS
 HK0530
 HK0530                          STATION DESCRIPTION
 HK0530
 HK0530'DESCRIBED BY US GEOLOGICAL SURVEY 1945 (RAM)
 HK0530'STATION IS LOCATED IN THE VALLEY E OF THE RIO GRANDE RIVER,
 HK0530'ABOUT 7 MILES (AIR LINE) NW OF THE VILLAGE OF JAROSO, COLORADO,
 HK0530'AND ABOUT 16 MILES E OF ANTONITO.  IT IS ON A SLIGHT RISE,
 HK0530'ON THE OLD ANTONITO-JAROSO ROAD, AND IS ABOUT 1.9 MILES SE
 HK0530'OF THE STEEL BRIDGE OVER THE RIO GRANDE RIVER.
 HK0530'
 HK0530'TO REACH STATION FROM THE THE ANTONITO POST OFFICE, GO N
 HK0530'0.2 MILE TO THE OLD MILL.  TURN RIGHT (E) AND FOLLOW THE
 HK0530'ANTONITO-JAROSO ROAD 14.0 MILES TO A TWO-SPAN STEEL BRIDGE
 HK0530'OVER THE RIO GRANDE RIVER.  GO 0.1 MILE TO A FORK, TAKE
 HK0530'THE RIGHT FORK AND GO 1.4 MILES.  HERE THE AZIMUTH MARK IS
 HK0530'0.15 MILE W OF THE ROAD, CROSS COUNTRY.  CONTINUE SE ON THE
 HK0530'ROAD 0.4 MILE TO THE STATION ON THE E SIDE OF THE ROAD.
 HK0530'
 HK0530'STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK SET IN A SQUARE
 HK0530'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.  IT IS
 HK0530'ABOUT 49 FEET ENE OF THE CENTER LINE OF THE ROAD AND 10.6
 HK0530'FEET NW OF A WHITE WITNESS POST.  DISK IS STAMPED H 51 1927.
 HK0530'
 HK0530'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A ROUND
 HK0530'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.  IT IS
 HK0530'ENE OF THE STATION AND ABOUT LEVEL WITH IT.  DISK IS STAMPED
 HK0530'H 51 USGS NO 1 1945.
 HK0530'
 HK0530'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A ROUND
 HK0530'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.  IT IS
 HK0530'NNW OF THE STATION AND ABOUT LEVEL WITH IT.  DISK IS STAMPED
 HK0530'H 51 USGS NO 2 1945.
 HK0530'
 HK0530'AZIMUTH MARK IS A BRONZE DISK SET IN A ROUND CONCRETE POST
 HK0530'PROJECTING ABOUT 6 INCHES ABOVE GROUND.  IT IS ABOUT 0.4
 HK0530'MILE WNW OF THE STATION, 0.15 MILE W OF THE ROAD, AND 6.8
 HK0530'FEET ESE OF A WHITE WITNESS POST.  DISK IS STAMPED H 51
 HK0530'USGS 1945.
 HK0530'
 HK0530'HEIGHT OF LIGHT ABOVE STATION MARK - 1.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0312 ***********************************************************************
 KK0312  DESIGNATION -  H 53
 KK0312  PID         -  KK0312
 KK0312  STATE/COUNTY-  CO/ELBERT
 KK0312  USGS QUAD   -  ELIZABETH (1994)
 KK0312
 KK0312                         *CURRENT SURVEY CONTROL
 KK0312  ___________________________________________________________________
 KK0312* NAD 83(1986)-  39 21 39.     (N)    104 35 43.     (W)     SCALED    
 KK0312* NAVD 88     -      1966.480  (meters)    6451.69   (feet)  POSTED    
 KK0312  ___________________________________________________________________
 KK0312  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 KK0312  DYNAMIC HT  -        1964.440 (meters)    6445.00  (feet)  COMP
 KK0312  MODELED GRAV-     979,518.8   (mgal)                       NAVD 88
 KK0312
 KK0312  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0312
 KK0312.The horizontal coordinates were scaled from a topographic map and have
 KK0312.an estimated accuracy of +/- 6 seconds.
 KK0312
 KK0312.The orthometric height was determined by differential leveling
 KK0312.and adjusted by the National Geodetic Survey in 1992..
 KK0312.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0312.rate of 1.1 thru 2.0 mm/km.
 KK0312
 KK0312.The geoid height was determined by GEOID03.
 KK0312
 KK0312.The dynamic height is computed by dividing the NAVD 88
 KK0312.geopotential number by the normal gravity value computed on the
 KK0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0312.degrees latitude (g = 980.6199 gals.).
 KK0312
 KK0312.The modeled gravity was interpolated from observed gravity values.
 KK0312
 KK0312;                    North         East    Units  Estimated Accuracy
 KK0312;SPC CO C     -   474,750.      992,370.      MT  (+/- 180 meters Scaled)
 KK0312
 KK0312                          SUPERSEDED SURVEY CONTROL
 KK0312
 KK0312  NGVD 29 (??/??/92) 1965.471  (m)         6448.38   (f) ADJ UNCH    2 0
 KK0312
 KK0312.Superseded values are not recommended for survey control.
 KK0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0312.See file dsdata.txt to determine how the superseded data were derived.
 KK0312
 KK0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED348568(NAD 83)
 KK0312_MARKER: DB = BENCH MARK DISK
 KK0312_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0312_SP_SET: LANDING
 KK0312_STAMPING: H 53 1934
 KK0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0312
 KK0312  HISTORY     - Date     Condition        Report By
 KK0312  HISTORY     - 1934     MONUMENTED       CGS
 KK0312  HISTORY     - 1952     GOOD             NGS
 KK0312
 KK0312                          STATION DESCRIPTION
 KK0312
 KK0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0312'AT ELIZABETH.
 KK0312'AT ELIZABETH, ELBERT COUNTY, AT THE BUILDING FORMERLY USED AS
 KK0312'A BANK, IN THE CONCRETE LANDING, 10 FEET NORTH OF THE CENTER OF THE
 KK0312'WEST ENTRANCE, 4 FEET EAST OF THE CENTERLINE OF THE SIDEWALK, AND
 KK0312'5 INCHES NORTH OF A BRICK PILLAR.  A STANDARD DISK, STAMPED H 53
 KK0312'1934.
 KK0312
 KK0312                          STATION RECOVERY (1952)
 KK0312
 KK0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 KK0312'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0514 ***********************************************************************
 KK0514  DESIGNATION -  H 54
 KK0514  PID         -  KK0514
 KK0514  STATE/COUNTY-  CO/DOUGLAS
 KK0514  USGS QUAD   -  PARKER (1994)
 KK0514
 KK0514                         *CURRENT SURVEY CONTROL
 KK0514  ___________________________________________________________________
 KK0514* NAD 83(1986)-  39 33 16.     (N)    104 47 34.     (W)     SCALED    
 KK0514* NAVD 88     -      1749.762  (meters)    5740.68   (feet)  POSTED    
 KK0514  ___________________________________________________________________
 KK0514  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 KK0514  DYNAMIC HT  -        1748.030 (meters)    5735.00  (feet)  COMP
 KK0514  MODELED GRAV-     979,572.4   (mgal)                       NAVD 88
 KK0514
 KK0514  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0514
 KK0514.The horizontal coordinates were scaled from a topographic map and have
 KK0514.an estimated accuracy of +/- 6 seconds.
 KK0514
 KK0514.The orthometric height was determined by differential leveling
 KK0514.and adjusted by the National Geodetic Survey in 1992..
 KK0514.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0514.rate of 1.1 thru 2.0 mm/km.
 KK0514
 KK0514.The geoid height was determined by GEOID03.
 KK0514
 KK0514.The dynamic height is computed by dividing the NAVD 88
 KK0514.geopotential number by the normal gravity value computed on the
 KK0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0514.degrees latitude (g = 980.6199 gals.).
 KK0514
 KK0514.The modeled gravity was interpolated from observed gravity values.
 KK0514
 KK0514;                    North         East    Units  Estimated Accuracy
 KK0514;SPC CO C     -   496,100.      975,180.      MT  (+/- 180 meters Scaled)
 KK0514
 KK0514                          SUPERSEDED SURVEY CONTROL
 KK0514
 KK0514  NGVD 29 (??/??/92) 1748.843  (m)         5737.66   (f) ADJ UNCH    2 0
 KK0514
 KK0514.Superseded values are not recommended for survey control.
 KK0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0514.See file dsdata.txt to determine how the superseded data were derived.
 KK0514
 KK0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED178783(NAD 83)
 KK0514_MARKER: DB = BENCH MARK DISK
 KK0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0514_STAMPING: H 54 1934
 KK0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0514+STABILITY: SURFACE MOTION
 KK0514
 KK0514  HISTORY     - Date     Condition        Report By
 KK0514  HISTORY     - 1934     MONUMENTED       CGS
 KK0514  HISTORY     - 1965     MARK NOT FOUND   USGS
 KK0514
 KK0514                          STATION DESCRIPTION
 KK0514
 KK0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0514'3.2 MI N FROM PARKER.
 KK0514'3.2 MILES NORTH ALONG THE COLORADO AND SOUTHERN RAILWAY FROM PARKER
 KK0514'DOUGLAS COUNTY, 19 FEET SOUTH OF MILEPOST 20, AND 22 FEET WEST
 KK0514'OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 KK0514'H 54 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KK0514
 KK0514                          STATION RECOVERY (1965)
 KK0514
 KK0514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 KK0514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0314 ***********************************************************************
 KK0314  DESIGNATION -  H 55
 KK0314  PID         -  KK0314
 KK0314  STATE/COUNTY-  CO/ADAMS
 KK0314  USGS QUAD   -  MANILA (1951)
 KK0314
 KK0314                         *CURRENT SURVEY CONTROL
 KK0314  ___________________________________________________________________
 KK0314* NAD 83(1992)-  39 45 22.18112(N)    104 30 28.66869(W)     ADJUSTED  
 KK0314* NAVD 88     -      1690.517  (meters)    5546.30   (feet)  ADJUSTED  
 KK0314  ___________________________________________________________________
 KK0314  X           -  -1,230,365.192 (meters)                     COMP
 KK0314  Y           -  -4,754,742.835 (meters)                     COMP
 KK0314  Z           -   4,058,278.312 (meters)                     COMP
 KK0314  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 KK0314  ELLIP HEIGHT-        1672.44  (meters)          (10/21/02) GPS OBS
 KK0314  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 KK0314  DYNAMIC HT  -        1688.931 (meters)    5541.10  (feet)  COMP
 KK0314  MODELED GRAV-     979,628.1   (mgal)                       NAVD 88
 KK0314
 KK0314  HORZ ORDER  -  FIRST
 KK0314  VERT ORDER  -  FIRST     CLASS II
 KK0314  ELLP ORDER  -  FIFTH     CLASS I
 KK0314
 KK0314.The horizontal coordinates were established by GPS observations
 KK0314.and adjusted by the National Geodetic Survey in September 1995..
 KK0314
 KK0314.The orthometric height was determined by differential leveling
 KK0314.and adjusted by the National Geodetic Survey in June 1991..
 KK0314
 KK0314.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK0314
 KK0314.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK0314
 KK0314.The ellipsoidal height was determined by GPS observations
 KK0314.and is referenced to NAD 83.
 KK0314
 KK0314.The geoid height was determined by GEOID03.
 KK0314
 KK0314.The dynamic height is computed by dividing the NAVD 88
 KK0314.geopotential number by the normal gravity value computed on the
 KK0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0314.degrees latitude (g = 980.6199 gals.).
 KK0314
 KK0314.The modeled gravity was interpolated from observed gravity values.
 KK0314
 KK0314;                    North         East     Units Scale Factor Converg.
 KK0314;SPC CO N     -   352,222.629   999,413.907   MT  0.99999386   +0 38 27.6
 KK0314;SPC CO N     - 1,155,583.74  3,278,910.46   sFT  0.99999386   +0 38 27.6
 KK0314;UTM  13      - 4,400,809.835   542,149.191   MT  0.99962187   +0 18 52.8
 KK0314
 KK0314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK0314!SPC CO N     -   0.99973769  x   0.99999386  =   0.99973155
 KK0314!UTM  13      -   0.99973769  x   0.99962187  =   0.99935966
 KK0314
 KK0314                          SUPERSEDED SURVEY CONTROL
 KK0314
 KK0314  ELLIP H (09/27/95) 1672.49   (m)                       GP(       ) 1 1
 KK0314  NAVD 88 (09/27/95) 1690.52   (m)         5546.3    (f) LEVELING    3  
 KK0314  NGVD 29 (??/??/92) 1689.600  (m)         5543.30   (f) ADJ UNCH    1 2
 KK0314
 KK0314.Superseded values are not recommended for survey control.
 KK0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0314.See file dsdata.txt to determine how the superseded data were derived.
 KK0314
 KK0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE4214900810(NAD 83)
 KK0314_MARKER: DB = BENCH MARK DISK
 KK0314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0314_STAMPING: H 55 1934
 KK0314_MARK LOGO: CGS   
 KK0314_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0314+STABILITY: SURFACE MOTION
 KK0314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0314+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999
 KK0314
 KK0314  HISTORY     - Date     Condition        Report By
 KK0314  HISTORY     - 1934     MONUMENTED       CGS
 KK0314  HISTORY     - 1938     GOOD             NGS
 KK0314  HISTORY     - 1983     GOOD             NGS
 KK0314  HISTORY     - 19950117 GOOD             CODOT
 KK0314  HISTORY     - 19990106 GOOD             JRENG
 KK0314  HISTORY     - 19990401 GOOD             MSAM
 KK0314
 KK0314                          STATION DESCRIPTION
 KK0314
 KK0314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KK0314'4.3 MI W FROM BENNETT.
 KK0314'4.3 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION AT
 KK0314'BENNETT, ADAMS COUNTY, 5 POLES WEST OF MILEPOST 613, AT A DIRT-ROAD
 KK0314'CROSSING, 35 FEET EAST OF THE ROAD, 35 FEET SOUTH OF THE TRACK, AND
 KK0314'3 FEET WEST OF A NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED
 KK0314'H 55 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KK0314
 KK0314                          STATION RECOVERY (1983)
 KK0314
 KK0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0314'NEW DESC: 6.9 KM (4.3 MI) WEST ALONG THE UNION PACIFIC RAILROAD FROM
 KK0314'THE OLD FOUNDATION FROM THE STATION AT BENNETT, ADAMS COUNTY, 5 POLES
 KK0314'WEST OF MILEPOST 613, AT A DIRT ROAD CROSSING, 11.3 M (37 FT) SOUTH
 KK0314'OF THE TRACK, 8.5 M (28 FT) EAST OF THE ROAD, AND 1.5 M (5 FT) WEST
 KK0314'OF A NORTH-SOUTH FENCE.
 KK0314
 KK0314                          STATION RECOVERY (1995)
 KK0314
 KK0314'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (KAW)
 KK0314'THE STATION WILL BE USED DURING A GPS PROJECT. THE STATION IS LOCATED
 KK0314'ABOUT 4 MI (6.4 KM) WEST OF BENNETT AT STATE HIGHWAY 36 MILEPOST 84.7
 KK0314'IN THE SOUTHWEST 1/4 OF SECTION 25, T 3 S, R 64 W, 6TH P.M.
 KK0314'OWNERSHIP--ADAMS COUNTY. TO REACH THE STATION FROM THE BENNETT EXIT ON
 KK0314'INTERSTATE 70 (EXIT 304) , PROCEED NORTH ON STATE HIGHWAY 79 1.2 MI
 KK0314'(1.9 KM) TO STATE HIGHWAY 36. TURN LEFT AND PROCEED WESTERLY ON STATE
 KK0314'HIGHWAY 36 4.0 MI (6.4 KM) TO ADAMS COUNTY ROAD 29N. TURN RIGHT AND
 KK0314'PROCEED NORTH 200 FT (61.0 M) TO THE STATION ON THE RIGHT. TO REACH
 KK0314'THE STATION FROM THE MANILA EXIT ON INTERSTATE 70 (EXIT 299), PROCEED
 KK0314'NORTH ON MANILA ROAD 1.1 MI (1.8 KM) TO STATE HIGHWAY 36, TURN RIGHT
 KK0314'AND PROCEED EASTERLY 1.0 MI (1.6 KM) ON STATE HIGHWAY 36 TO ADAMS
 KK0314'COUNTY ROAD 29N, TURN LEFT AND PROCEED 200 FT (61.0 M) TO THE STATION
 KK0314'ON THE RIGHT. THE STATION IS A BRASS DISK SET IN A 9 IN SQUARE
 KK0314'CONCRETE POST PROTRUDING 0.5 FT (15.2 CM) FROM THE GROUND.  IT IS 213
 KK0314'FT (64.9 M) NORTH OF THE CENTER OF STATE HIGHWAY 36, 34.6 FT (10.5 M)
 KK0314'SOUTH OF THE SOUTH RAIL OF THE UNION PACIFIC RAILROAD TRACK, 27.1 FT
 KK0314'(8.3 M) EAST OF THE CENTER OF ADAMS COUNTY ROAD 29N, 17.1 FT (5.2 M)
 KK0314'SOUTHEAST OF A "RR CROSSING" SIGN, 11.3 FT (3.4 M) EAST OF A STOP
 KK0314'SIGN, 4.5 FT (1.4 M) WEST OF AN ABANDONED FENCE, 1.8 FT (0.5 M) EAST
 KK0314'OF A METAL NGS WITNESS POST AND SIGN, AND 1.0 FT (0.3 M) WEST OF A
 KK0314'FIBERGLASS WITNESS POST. DESCRIPTION BY K.A. WILLIAMS
 KK0314
 KK0314                          STATION RECOVERY (1999)
 KK0314
 KK0314'RECOVERY NOTE BY JR ENGINEERING LTD 1999 (TGB)
 KK0314'RECOVERED AS DESCRIBED.
 KK0314
 KK0314                          STATION RECOVERY (1999)
 KK0314
 KK0314'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 KK0314'THE STATION IS LOCATED ABOUT 37 KM (23.00 MI) EAST OF DENVER, ABOUT 9
 KK0314'KM (5.60 MI) EAST OF WATKINS AND ABOUT 6 KM (3.70 MI) WEST OF BENNETT.
 KK0314'OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY
 KK0314'TO REACH THE STATION FROM THE I-70 OVERPASS AT EXIT 295 (WATKINS EXIT)
 KK0314'GO NORTH ON WATKINS ROAD FOR 0.25 MI (0.40 KM) TO AN INTERSECTION.
 KK0314'TURN RIGHT, EAST, ON EAST COLFAX AVEUNE FOR 5.4 MI (8.7 KM) TO A SIDE
 KK0314'ROAD.  TURN LEFT, NORTH, ON COUNTY ROAD 29N (N. PETERSON ROAD) FOR 0.1
 KK0314'MI (0.2 KM) TO THE STATION ON THE RIGHT
 KK0314'THE MARK IS A CGS BENCHMARK DISK SET IN THE TOP OF A 30 CM SQUARE
 KK0314'CONCRETE POST PROJECTING 8 CM ABOVE THE GROUND.  IT IS 10.5 M (34.4
 KK0314'FT) SOUTH-SOUTHEAST FROM THE SOUTH RAIL OF THE RAILROAD TRACKS, 8.7 M
 KK0314'(28.5 FT) EAST-NORTHEAST FROM THE CENTER OF COUNTY ROAD 29N, 5.15 M
 KK0314'(16.90 FT) SOUTHEAST FROM A RAILROAD CROSSING SIGN, 1.4 M (4.6 FT)
 KK0314'WEST-SOUTHWEST FROM THE RIGHT-OF-WAY FENCE, 0.5 M (1.6 FT)
 KK0314'EAST-NORTHEAST FROM A FENCE POST AND 0.3 M (1.0 FT) WEST-SOUTHWEST
 KK0314'FROM A WITNESS POST.  IT IS ABOUT 0.3 M (1.0 FT) ABOVE COUNTY ROAD
 KK0314'29N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0172 ***********************************************************************
 KJ0172  DESIGNATION -  H 56
 KJ0172  PID         -  KJ0172
 KJ0172  STATE/COUNTY-  CO/WASHINGTON
 KJ0172  USGS QUAD   -  LINDON NE (1973)
 KJ0172
 KJ0172                         *CURRENT SURVEY CONTROL
 KJ0172  ___________________________________________________________________
 KJ0172* NAD 83(1986)-  39 44 25.     (N)    103 17 34.     (W)     SCALED    
 KJ0172* NAVD 88     -      1512.820  (meters)    4963.31   (feet)  ADJUSTED  
 KJ0172  ___________________________________________________________________
 KJ0172  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 KJ0172  DYNAMIC HT  -        1511.471 (meters)    4958.88  (feet)  COMP
 KJ0172  MODELED GRAV-     979,681.0   (mgal)                       NAVD 88
 KJ0172
 KJ0172  VERT ORDER  -  SECOND    CLASS 0
 KJ0172
 KJ0172.The horizontal coordinates were scaled from a topographic map and have
 KJ0172.an estimated accuracy of +/- 6 seconds.
 KJ0172
 KJ0172.The orthometric height was determined by differential leveling
 KJ0172.and adjusted by the National Geodetic Survey in June 1991..
 KJ0172
 KJ0172.The geoid height was determined by GEOID03.
 KJ0172
 KJ0172.The dynamic height is computed by dividing the NAVD 88
 KJ0172.geopotential number by the normal gravity value computed on the
 KJ0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0172.degrees latitude (g = 980.6199 gals.).
 KJ0172
 KJ0172.The modeled gravity was interpolated from observed gravity values.
 KJ0172
 KJ0172;                    North         East    Units  Estimated Accuracy
 KJ0172;SPC CO N     -   352,340.    1,103,580.      MT  (+/- 180 meters Scaled)
 KJ0172
 KJ0172                          SUPERSEDED SURVEY CONTROL
 KJ0172
 KJ0172  NGVD 29 (??/??/92) 1512.070  (m)         4960.85   (f) ADJ UNCH    2 0
 KJ0172
 KJ0172.Superseded values are not recommended for survey control.
 KJ0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0172.See file dsdata.txt to determine how the superseded data were derived.
 KJ0172
 KJ0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFE462003(NAD 83)
 KJ0172_MARKER: DB = BENCH MARK DISK
 KJ0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0172_STAMPING: H 56 1935
 KJ0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0172+STABILITY: SURFACE MOTION
 KJ0172
 KJ0172  HISTORY     - Date     Condition        Report By
 KJ0172  HISTORY     - 1935     MONUMENTED       CGS
 KJ0172  HISTORY     - 1954     GOOD             NGS
 KJ0172  HISTORY     - 1973     MARK NOT FOUND   USGS
 KJ0172
 KJ0172                          STATION DESCRIPTION
 KJ0172
 KJ0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KJ0172'4 MI W FROM ANTON.
 KJ0172'4.0 MILES WEST ALONG U.S. HIGHWAY 36 FROM THE POST OFFICE AT
 KJ0172'ANTON, 0.1 MILE WEST OF A FARMHOUSE, 71 FEET NORTH OF THE CENTER
 KJ0172'LINE OF THE HIGHWAY, 29 FEET EAST OF THE CENTER LINE OF A DIRT
 KJ0172'ROAD LEADING NORTH, 25 FEET NORTHWEST OF A TELEPHONE POLE, 2.2
 KJ0172'FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 KJ0172'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 KJ0172
 KJ0172                          STATION RECOVERY (1973)
 KJ0172
 KJ0172'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 KJ0172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0302 ***********************************************************************
 KJ0302  DESIGNATION -  H 57
 KJ0302  PID         -  KJ0302
 KJ0302  STATE/COUNTY-  CO/ADAMS
 KJ0302  USGS QUAD   -  NOONEN RESERVOIR (1969)
 KJ0302
 KJ0302                         *CURRENT SURVEY CONTROL
 KJ0302  ___________________________________________________________________
 KJ0302* NAD 83(1986)-  39 44 24.     (N)    103 56 42.     (W)     SCALED    
 KJ0302* NAVD 88     -      1557.859  (meters)    5111.08   (feet)  ADJUSTED  
 KJ0302  ___________________________________________________________________
 KJ0302  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 KJ0302  DYNAMIC HT  -        1556.453 (meters)    5106.46  (feet)  COMP
 KJ0302  MODELED GRAV-     979,668.8   (mgal)                       NAVD 88
 KJ0302
 KJ0302  VERT ORDER  -  SECOND    CLASS 0
 KJ0302
 KJ0302.The horizontal coordinates were scaled from a topographic map and have
 KJ0302.an estimated accuracy of +/- 6 seconds.
 KJ0302
 KJ0302.The orthometric height was determined by differential leveling
 KJ0302.and adjusted by the National Geodetic Survey in June 1991..
 KJ0302
 KJ0302.The geoid height was determined by GEOID03.
 KJ0302
 KJ0302.The dynamic height is computed by dividing the NAVD 88
 KJ0302.geopotential number by the normal gravity value computed on the
 KJ0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0302.degrees latitude (g = 980.6199 gals.).
 KJ0302
 KJ0302.The modeled gravity was interpolated from observed gravity values.
 KJ0302
 KJ0302;                    North         East    Units  Estimated Accuracy
 KJ0302;SPC CO N     -   351,120.    1,047,680.      MT  (+/- 180 meters Scaled)
 KJ0302
 KJ0302                          SUPERSEDED SURVEY CONTROL
 KJ0302
 KJ0302  NGVD 29 (??/??/92) 1557.055  (m)         5108.44   (f) ADJ UNCH    2 0
 KJ0302
 KJ0302.Superseded values are not recommended for survey control.
 KJ0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0302.See file dsdata.txt to determine how the superseded data were derived.
 KJ0302
 KJ0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED903994(NAD 83)
 KJ0302_MARKER: DB = BENCH MARK DISK
 KJ0302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0302_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0302_STAMPING: H 57 1935
 KJ0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0302+STABILITY: SURFACE MOTION
 KJ0302
 KJ0302  HISTORY     - Date     Condition        Report By
 KJ0302  HISTORY     - 1935     MONUMENTED       CGS
 KJ0302  HISTORY     - 1954     GOOD             NGS
 KJ0302
 KJ0302                          STATION DESCRIPTION
 KJ0302
 KJ0302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KJ0302'19.1 MI W FROM LAST CHANCE.
 KJ0302'11.05 MILES WEST ALONG U.S. HIGHWAY 36 FROM ITS INTERSECTION WITH
 KJ0302'STATE HIGHWAY 71 AT LAST CHANCE, THENCE 8.05 MILES WEST ALONG AN
 KJ0302'ABANDONED ROAD, 0.5 MILE NORTH OF U.S. HIGHWAY 36, 44 FEET NORTH
 KJ0302'OF THE CENTER LINE OF AN ABANDONED ROAD, 15 FEET WEST OF THE CENTER
 KJ0302'LINE OF A PRIVATE NORTH AND SOUTH ROAD, 2 FEET EAST OF A WITNESS
 KJ0302'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 KJ0302'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0109 ***********************************************************************
 LK0109  DESIGNATION -  H 59
 LK0109  PID         -  LK0109
 LK0109  STATE/COUNTY-  CO/YUMA
 LK0109  USGS QUAD   -  CLARKVILLE (1972)
 LK0109
 LK0109                         *CURRENT SURVEY CONTROL
 LK0109  ___________________________________________________________________
 LK0109* NAD 83(1986)-  40 24 34.     (N)    102 37 33.     (W)     SCALED    
 LK0109* NAVD 88     -      1219.572  (meters)    4001.21   (feet)  ADJUSTED  
 LK0109  ___________________________________________________________________
 LK0109  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 LK0109  DYNAMIC HT  -        1218.648 (meters)    3998.18  (feet)  COMP
 LK0109  MODELED GRAV-     979,825.3   (mgal)                       NAVD 88
 LK0109
 LK0109  VERT ORDER  -  SECOND    CLASS 0
 LK0109
 LK0109.The horizontal coordinates were scaled from a topographic map and have
 LK0109.an estimated accuracy of +/- 6 seconds.
 LK0109
 LK0109.The orthometric height was determined by differential leveling
 LK0109.and adjusted by the National Geodetic Survey in June 1991..
 LK0109
 LK0109.The geoid height was determined by GEOID03.
 LK0109
 LK0109.The dynamic height is computed by dividing the NAVD 88
 LK0109.geopotential number by the normal gravity value computed on the
 LK0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0109.degrees latitude (g = 980.6199 gals.).
 LK0109
 LK0109.The modeled gravity was interpolated from observed gravity values.
 LK0109
 LK0109;                    North         East    Units  Estimated Accuracy
 LK0109;SPC CO N     -   428,240.    1,158,310.      MT  (+/- 180 meters Scaled)
 LK0109
 LK0109                          SUPERSEDED SURVEY CONTROL
 LK0109
 LK0109  NGVD 29 (??/??/92) 1219.039  (m)         3999.46   (f) ADJ UNCH    2 0
 LK0109
 LK0109.Superseded values are not recommended for survey control.
 LK0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0109.See file dsdata.txt to determine how the superseded data were derived.
 LK0109
 LK0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE014759(NAD 83)
 LK0109_MARKER: DB = BENCH MARK DISK
 LK0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0109_STAMPING: H 59 1935
 LK0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0109+STABILITY: SURFACE MOTION
 LK0109
 LK0109  HISTORY     - Date     Condition        Report By
 LK0109  HISTORY     - 1935     MONUMENTED       CGS
 LK0109  HISTORY     - 1942     GOOD             NGS
 LK0109
 LK0109                          STATION DESCRIPTION
 LK0109
 LK0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LK0109'16.4 MI S FROM HAXTUN.
 LK0109'IN YUMA COUNTY, 16.4 MILES SOUTH ALONG STATE HIGHWAY 59 FROM
 LK0109'THE CITY PARK AT HAXTUN, PHILLIPS COUNTY, 1.0 MILE NORTH OF A GENERAL
 LK0109'STORE, AT A ROAD INTERSECTION, 52 FEET WEST OF THE CENTERLINE
 LK0109'OF THE HIGHWAY, 23 FEET NORTH OF THE CENTERLINE OF THE ROAD, 30
 LK0109'FEET WEST OF A FENCE CORNER, AND 1-1/2 FEET SOUTH OF THE FENCE.  A
 LK0109'STANDARD DISK, STAMPED H 59 1935 AND SET IN THE TOP OF A CONCRETE
 LK0109'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0491 ***********************************************************************
 LM0491  DESIGNATION -  H 6
 LM0491  PID         -  LM0491
 LM0491  STATE/COUNTY-  CO/RIO BLANCO
 LM0491  USGS QUAD   -  FAWN CREEK (1987)
 LM0491
 LM0491                         *CURRENT SURVEY CONTROL
 LM0491  ___________________________________________________________________
 LM0491* NAD 83(1986)-  40 00 01.     (N)    107 35 13.     (W)     SCALED    
 LM0491* NAVD 88     -      2165.595  (meters)    7104.96   (feet)  ADJUSTED  
 LM0491  ___________________________________________________________________
 LM0491  GEOID HEIGHT-         -13.60  (meters)                     GEOID03
 LM0491  DYNAMIC HT  -        2163.329 (meters)    7097.52  (feet)  COMP
 LM0491  MODELED GRAV-     979,502.0   (mgal)                       NAVD 88
 LM0491
 LM0491  VERT ORDER  -  SECOND    CLASS 0
 LM0491
 LM0491.The horizontal coordinates were scaled from a topographic map and have
 LM0491.an estimated accuracy of +/- 6 seconds.
 LM0491
 LM0491.The orthometric height was determined by differential leveling
 LM0491.and adjusted by the National Geodetic Survey in June 1991..
 LM0491
 LM0491.The geoid height was determined by GEOID03.
 LM0491
 LM0491.The dynamic height is computed by dividing the NAVD 88
 LM0491.geopotential number by the normal gravity value computed on the
 LM0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0491.degrees latitude (g = 980.6199 gals.).
 LM0491
 LM0491.The modeled gravity was interpolated from observed gravity values.
 LM0491
 LM0491;                    North         East    Units  Estimated Accuracy
 LM0491;SPC CO N     -   380,950.      736,210.      MT  (+/- 180 meters Scaled)
 LM0491
 LM0491                          SUPERSEDED SURVEY CONTROL
 LM0491
 LM0491  NGVD 29 (??/??/92) 2164.244  (m)         7100.52   (f) ADJ UNCH    2 0
 LM0491
 LM0491.Superseded values are not recommended for survey control.
 LM0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0491.See file dsdata.txt to determine how the superseded data were derived.
 LM0491
 LM0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE791309(NAD 83)
 LM0491_MARKER: DD = SURVEY DISK
 LM0491_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0491_SP_SET: GATE VALVE
 LM0491_STAMPING: H 6
 LM0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0491
 LM0491  HISTORY     - Date     Condition        Report By
 LM0491  HISTORY     - UNK      MONUMENTED       BOR
 LM0491  HISTORY     - 1966     GOOD             NGS
 LM0491
 LM0491                          STATION DESCRIPTION
 LM0491
 LM0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 LM0491'1.8 MI NE FROM BUFORD.
 LM0491'1.8 MILES NORTHEAST ALONG STATE HIGHWAY 132 FROM THE STORE AND POST
 LM0491'OFFICE AT BUFORD, IN THE TOP AND 0.4 FOOT SOUTH OF THE NORTH END OF A
 LM0491'CONCRETE WALL FOR AN IRRIGATION GATE VALVE, 148 FEET SOUTHEAST OF THE
 LM0491'CENTER LINE OF THE HIGHWAY, 110 FEET EAST OF THE CENTER LINE OF A
 LM0491'DRIVEWAY SOUTHWEST TO A RANCH HOUSE, 17.3 FEET NORTH OF THE CENTER OF
 LM0491'THE GATE VALVE AND ABOUT 10 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0214 ***********************************************************************
 KL0214  DESIGNATION -  H 6
 KL0214  PID         -  KL0214
 KL0214  STATE/COUNTY-  CO/PARK
 KL0214  USGS QUAD   -  ALMA (1970)
 KL0214
 KL0214                         *CURRENT SURVEY CONTROL
 KL0214  ___________________________________________________________________
 KL0214* NAD 83(1986)-  39 17 01.     (N)    106 03 46.     (W)     SCALED    
 KL0214* NAVD 88     -      3157.757  (meters)   10360.07   (feet)  ADJUSTED  
 KL0214  ___________________________________________________________________
 KL0214  GEOID HEIGHT-         -12.86  (meters)                     GEOID03
 KL0214  DYNAMIC HT  -        3153.545 (meters)   10346.26  (feet)  COMP
 KL0214  MODELED GRAV-     979,177.8   (mgal)                       NAVD 88
 KL0214
 KL0214  VERT ORDER  -  FIRST     CLASS II
 KL0214
 KL0214.The horizontal coordinates were scaled from a topographic map and have
 KL0214.an estimated accuracy of +/- 6 seconds.
 KL0214
 KL0214.The orthometric height was determined by differential leveling
 KL0214.and adjusted by the National Geodetic Survey in June 1991..
 KL0214
 KL0214.The geoid height was determined by GEOID03.
 KL0214
 KL0214.The dynamic height is computed by dividing the NAVD 88
 KL0214.geopotential number by the normal gravity value computed on the
 KL0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0214.degrees latitude (g = 980.6199 gals.).
 KL0214
 KL0214.The modeled gravity was interpolated from observed gravity values.
 KL0214
 KL0214;                    North         East    Units  Estimated Accuracy
 KL0214;SPC CO C     -   465,940.      865,850.      MT  (+/- 180 meters Scaled)
 KL0214
 KL0214                          SUPERSEDED SURVEY CONTROL
 KL0214
 KL0214  NGVD 29 (??/??/92) 3155.953  (m)        10354.16   (f) ADJ UNCH    1 2
 KL0214
 KL0214.Superseded values are not recommended for survey control.
 KL0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0214.See file dsdata.txt to determine how the superseded data were derived.
 KL0214
 KL0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD083487(NAD 83)
 KL0214_MARKER: DD = SURVEY DISK
 KL0214_SETTING: 66 = SET IN ROCK OUTCROP
 KL0214_SP_SET: GRANITE ROCK
 KL0214_STAMPING: H 6 1927
 KL0214_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0214+STABILITY: POSITION/ELEVATION WELL
 KL0214
 KL0214  HISTORY     - Date     Condition        Report By
 KL0214  HISTORY     - 1927     MONUMENTED       USGS
 KL0214  HISTORY     - 1951     GOOD             NGS
 KL0214  HISTORY     - 1954     GOOD             NGS
 KL0214
 KL0214                          STATION DESCRIPTION
 KL0214
 KL0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KL0214'IN ALMA.
 KL0214'AT ALMA, 34.7 FEET SOUTH OF THE SOUTHWEST CORNER OF A TEXACO SERVICE
 KL0214'STATION, 34 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 9, 6.6 FEET
 KL0214'EAST OF THE EAST EDGE OF A SIDEWALK, 2.7 FEET ABOVE THE GROUND, SET IN
 KL0214'THE TOP OF A 2X3 FOOT GRANITE ROCK.
 KL0214
 KL0214                          STATION RECOVERY (1954)
 KL0214
 KL0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 KL0214'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0576 ***********************************************************************
 JK0576  DESIGNATION -  H 6
 JK0576  PID         -  JK0576
 JK0576  STATE/COUNTY-  CO/FREMONT
 JK0576  USGS QUAD   -  ARKANSAS MOUNTAIN (1980)
 JK0576
 JK0576                         *CURRENT SURVEY CONTROL
 JK0576  ___________________________________________________________________
 JK0576* NAD 83(1986)-  38 23 46.     (N)    105 38 09.     (W)     SCALED    
 JK0576* NAVD 88     -      1912.427  (meters)    6274.35   (feet)  ADJUSTED  
 JK0576  ___________________________________________________________________
 JK0576  GEOID HEIGHT-         -15.09  (meters)                     GEOID03
 JK0576  DYNAMIC HT  -        1910.196 (meters)    6267.03  (feet)  COMP
 JK0576  MODELED GRAV-     979,394.9   (mgal)                       NAVD 88
 JK0576
 JK0576  VERT ORDER  -  FIRST     CLASS II
 JK0576
 JK0576.The horizontal coordinates were scaled from a topographic map and have
 JK0576.an estimated accuracy of +/- 6 seconds.
 JK0576
 JK0576.The orthometric height was determined by differential leveling
 JK0576.and adjusted by the National Geodetic Survey in June 1991..
 JK0576
 JK0576.The geoid height was determined by GEOID03.
 JK0576
 JK0576.The dynamic height is computed by dividing the NAVD 88
 JK0576.geopotential number by the normal gravity value computed on the
 JK0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0576.degrees latitude (g = 980.6199 gals.).
 JK0576
 JK0576.The modeled gravity was interpolated from observed gravity values.
 JK0576
 JK0576;                    North         East    Units  Estimated Accuracy
 JK0576;SPC CO C     -   367,280.      902,540.      MT  (+/- 180 meters Scaled)
 JK0576
 JK0576                          SUPERSEDED SURVEY CONTROL
 JK0576
 JK0576  NGVD 29 (??/??/92) 1911.165  (m)         6270.21   (f) ADJ UNCH    1 2
 JK0576
 JK0576.Superseded values are not recommended for survey control.
 JK0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0576.See file dsdata.txt to determine how the superseded data were derived.
 JK0576
 JK0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC444499(NAD 83)
 JK0576_MARKER: DB = BENCH MARK DISK
 JK0576_SETTING: 80 = SET IN A BOULDER
 JK0576_SP_SET: BOULDER
 JK0576_STAMPING: H 6 1925 6270.273
 JK0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0576+STABILITY: SURFACE MOTION
 JK0576
 JK0576  HISTORY     - Date     Condition        Report By
 JK0576  HISTORY     - 1925     MONUMENTED       CGS
 JK0576  HISTORY     - 1953     GOOD             NGS
 JK0576  HISTORY     - 1978     GOOD             USGS
 JK0576
 JK0576                          STATION DESCRIPTION
 JK0576
 JK0576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0576'3.6 MI NE FROM COTOPAXI.
 JK0576'3.55 MILES NORTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0576'RAILROAD FROM THE STATION AT COTOPAXI, 5 RAILS SOUTHWEST OF
 JK0576'MILEPOST 188, 45 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 JK0576'TRACK, 25 FEET NORTHWEST OF A TELEPHONE BOOTH AT FERNLEAF SIDING, 14
 JK0576'FEET NORTHEAST OF A FENCE CORNER, 6.8 FEET NORTHWEST OF A FENCE, 4
 JK0576'FEET ABOVE THE GROUND, 8 FEET BELOW THE TOP OF THE RAILS, SET IN THE
 JK0576'TOP OF A 9X21 FOOT GRANITE BOULDER.
 JK0576
 JK0576                          STATION RECOVERY (1978)
 JK0576
 JK0576'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 JK0576'3.55 MILES NORTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0576'FROM THE COUNTY ROAD CROSSING AT COTOPAXI, 1250 FEET NORTHEAST OF
 JK0576'BRIDGE OVER FERNLEAF GULCH, 239 FEET SOUTHWEST OF MILEPOST 188, 24.5
 JK0576'FEET NORTHEAST OF TELEPHONE POLE E 22 F, 13.5 FEET NORTHEAST OF FENCE
 JK0576'CORNER, 50 FEET NORTHWEST OF CENTERLINE OF TRACK, 4 FEET ABOVE THE
 JK0576'GROUND, 8 FEET BELOW THE TOP OF RAILS, SET IN THE TOP OF A 9 X 21 FT.
 JK0576'GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0120 ***********************************************************************
 KL0120  DESIGNATION -  H 6 RESET
 KL0120  PID         -  KL0120
 KL0120  STATE/COUNTY-  CO/PARK
 KL0120  USGS QUAD   -  ALMA (1970)
 KL0120
 KL0120                         *CURRENT SURVEY CONTROL
 KL0120  ___________________________________________________________________
 KL0120* NAD 83(1986)-  39 17 01.     (N)    106 03 46.     (W)     SCALED    
 KL0120* NAVD 88     -      3157.34   (meters)   10358.7    (feet)  RESET     
 KL0120  ___________________________________________________________________
 KL0120  GEOID HEIGHT-         -12.86  (meters)                     GEOID03
 KL0120
 KL0120  VERT ORDER  -  THIRD
 KL0120
 KL0120.The horizontal coordinates were scaled from a topographic map and have
 KL0120.an estimated accuracy of +/- 6 seconds.
 KL0120
 KL0120.The orthometric height was computed from unverified reset data.
 KL0120
 KL0120.The geoid height was determined by GEOID03.
 KL0120
 KL0120;                    North         East    Units  Estimated Accuracy
 KL0120;SPC CO C     -   465,940.      865,850.      MT  (+/- 180 meters Scaled)
 KL0120
 KL0120                          SUPERSEDED SURVEY CONTROL
 KL0120
 KL0120.No superseded survey control is available for this station.
 KL0120
 KL0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD083487(NAD 83)
 KL0120_MARKER: DD = SURVEY DISK
 KL0120_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KL0120_SP_SET: BRIDGE
 KL0120_STAMPING: H 6 1927 RESET 1967
 KL0120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0120
 KL0120  HISTORY     - Date     Condition        Report By
 KL0120  HISTORY     - 1967     MONUMENTED       USGS
 KL0120  HISTORY     - 19920818 MARK NOT FOUND   NGS
 KL0120  HISTORY     - 20020902 MARK NOT FOUND   GEOCAC
 KL0120
 KL0120                          STATION DESCRIPTION
 KL0120
 KL0120'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 KL0120'IN ALMA.
 KL0120'AT ALMA, ACROSS THE STREET FROM A TEXACO SERVICE STATION, 35 FEET
 KL0120'SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 9, 26 FEET NORTH OF THE
 KL0120'NORTH CORNER OF A CONCRETE BLOCK BUILDING, SET IN THE TOP OF THE
 KL0120'CONCRETE HEADWALL OF A SMALL BRIDGE.
 KL0120
 KL0120                          STATION RECOVERY (1992)
 KL0120
 KL0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (DW)
 KL0120'MARK NOT FOUND.
 KL0120
 KL0120                          STATION RECOVERY (2002)
 KL0120
 KL0120'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 KL0120'DID NOT FIND THE DISK, HEADWALL APPEARS TO BE WORN AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0097 ***********************************************************************
 LK0097  DESIGNATION -  H 60
 LK0097  PID         -  LK0097
 LK0097  STATE/COUNTY-  CO/YUMA
 LK0097  USGS QUAD   -  YUMA SOUTH (1984)
 LK0097
 LK0097                         *CURRENT SURVEY CONTROL
 LK0097  ___________________________________________________________________
 LK0097* NAD 83(1986)-  40 07 07.     (N)    102 39 14.     (W)     SCALED    
 LK0097* NAVD 88     -      1238.955  (meters)    4064.80   (feet)  ADJUSTED  
 LK0097  ___________________________________________________________________
 LK0097  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 LK0097  DYNAMIC HT  -        1237.985 (meters)    4061.62  (feet)  COMP
 LK0097  MODELED GRAV-     979,799.4   (mgal)                       NAVD 88
 LK0097
 LK0097  VERT ORDER  -  SECOND    CLASS 0
 LK0097
 LK0097.The horizontal coordinates were scaled from a topographic map and have
 LK0097.an estimated accuracy of +/- 6 seconds.
 LK0097
 LK0097.The orthometric height was determined by differential leveling
 LK0097.and adjusted by the National Geodetic Survey in June 1991..
 LK0097
 LK0097.The geoid height was determined by GEOID03.
 LK0097
 LK0097.The dynamic height is computed by dividing the NAVD 88
 LK0097.geopotential number by the normal gravity value computed on the
 LK0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0097.degrees latitude (g = 980.6199 gals.).
 LK0097
 LK0097.The modeled gravity was interpolated from observed gravity values.
 LK0097
 LK0097;                    North         East    Units  Estimated Accuracy
 LK0097;SPC CO N     -   395,880.    1,156,970.      MT  (+/- 180 meters Scaled)
 LK0097
 LK0097                          SUPERSEDED SURVEY CONTROL
 LK0097
 LK0097  NGVD 29 (??/??/92) 1238.416  (m)         4063.04   (f) ADJ UNCH    2 0
 LK0097
 LK0097.Superseded values are not recommended for survey control.
 LK0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0097.See file dsdata.txt to determine how the superseded data were derived.
 LK0097
 LK0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE999435(NAD 83)
 LK0097_MARKER: DB = BENCH MARK DISK
 LK0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0097_STAMPING: H 60 1935
 LK0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0097+STABILITY: SURFACE MOTION
 LK0097
 LK0097  HISTORY     - Date     Condition        Report By
 LK0097  HISTORY     - 1935     MONUMENTED       CGS
 LK0097
 LK0097                          STATION DESCRIPTION
 LK0097
 LK0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LK0097'3.6 MI E FROM YUMA.
 LK0097'3.6 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 LK0097'THE STATION AT YUMA, YUMA COUNTY, 70 FEET SOUTH OF MILEPOST 401,
 LK0097'60 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 30 FEET SOUTH OF A
 LK0097'POLE, 55 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 54, AND ABOUT
 LK0097'3-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED H 60 1935
 LK0097'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0299 ***********************************************************************
 LK0299  DESIGNATION -  H 61
 LK0299  PID         -  LK0299
 LK0299  STATE/COUNTY-  CO/MORGAN
 LK0299  USGS QUAD   -  VALLERY (1984)
 LK0299
 LK0299                         *CURRENT SURVEY CONTROL
 LK0299  ___________________________________________________________________
 LK0299* NAD 83(1986)-  40 14 39.     (N)    103 53 33.     (W)     SCALED    
 LK0299* NAVD 88     -      1340.282  (meters)    4397.24   (feet)  ADJUSTED  
 LK0299  ___________________________________________________________________
 LK0299  GEOID HEIGHT-         -19.41  (meters)                     GEOID03
 LK0299  DYNAMIC HT  -        1339.193 (meters)    4393.67  (feet)  COMP
 LK0299  MODELED GRAV-     979,766.6   (mgal)                       NAVD 88
 LK0299
 LK0299  VERT ORDER  -  SECOND    CLASS 0
 LK0299
 LK0299.The horizontal coordinates were scaled from a topographic map and have
 LK0299.an estimated accuracy of +/- 6 seconds.
 LK0299
 LK0299.The orthometric height was determined by differential leveling
 LK0299.and adjusted by the National Geodetic Survey in June 1991..
 LK0299
 LK0299.The geoid height was determined by GEOID03.
 LK0299
 LK0299.The dynamic height is computed by dividing the NAVD 88
 LK0299.geopotential number by the normal gravity value computed on the
 LK0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0299.degrees latitude (g = 980.6199 gals.).
 LK0299
 LK0299.The modeled gravity was interpolated from observed gravity values.
 LK0299
 LK0299;                    North         East    Units  Estimated Accuracy
 LK0299;SPC CO N     -   407,170.    1,051,170.      MT  (+/- 180 meters Scaled)
 LK0299
 LK0299                          SUPERSEDED SURVEY CONTROL
 LK0299
 LK0299  NGVD 29 (??/??/92) 1339.558  (m)         4394.87   (f) ADJ UNCH    2 0
 LK0299
 LK0299.Superseded values are not recommended for survey control.
 LK0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0299.See file dsdata.txt to determine how the superseded data were derived.
 LK0299
 LK0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE941554(NAD 83)
 LK0299_MARKER: DB = BENCH MARK DISK
 LK0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0299_STAMPING: H 61 1934
 LK0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0299+STABILITY: SURFACE MOTION
 LK0299
 LK0299  HISTORY     - Date     Condition        Report By
 LK0299  HISTORY     - 1934     MONUMENTED       CGS
 LK0299  HISTORY     - 1977     MARK NOT FOUND   NGS
 LK0299
 LK0299                          STATION DESCRIPTION
 LK0299
 LK0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LK0299'6.7 MI W FROM FORT MORGAN.
 LK0299'6.7 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LK0299'FROM THE STATION AT FORT MORGAN, MORGAN COUNTY, 0.3 MILE WEST OF
 LK0299'BIJOU, OPPOSITE MILEPOST 469.29 FEET NORTH OF THE CENTERLINE OF THE
 LK0299'TRACK, AND 18 FEET NORTH OF AN IRRIGATION DITCH.  A STANDARD DISK,
 LK0299'STAMPED H 61 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LK0299
 LK0299                          STATION RECOVERY (1977)
 LK0299
 LK0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LK0299'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0273 ***********************************************************************
 LK0273  DESIGNATION -  H 61
 LK0273  PID         -  LK0273
 LK0273  STATE/COUNTY-  CO/MORGAN
 LK0273  USGS QUAD   -  BRUSH EAST (1984)
 LK0273
 LK0273                         *CURRENT SURVEY CONTROL
 LK0273  ___________________________________________________________________
 LK0273* NAD 83(1992)-  40 15 40.68424(N)    103 35 27.84046(W)     ADJUSTED  
 LK0273* NAVD 88     -      1301.315  (meters)    4269.40   (feet)  ADJUSTED  
 LK0273  ___________________________________________________________________
 LK0273  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 LK0273  GEOID HEIGHT-         -19.68  (meters)                     GEOID03
 LK0273  DYNAMIC HT  -        1300.290 (meters)    4266.03  (feet)  COMP
 LK0273  MODELED GRAV-     979,792.0   (mgal)                       NAVD 88
 LK0273
 LK0273  HORZ ORDER  -  SECOND
 LK0273  VERT ORDER  -  FIRST     CLASS II
 LK0273
 LK0273.The horizontal coordinates were established by classical geodetic methods
 LK0273.and adjusted by the National Geodetic Survey in January 1993..
 LK0273
 LK0273.The orthometric height was determined by differential leveling
 LK0273.and adjusted by the National Geodetic Survey in June 1991..
 LK0273
 LK0273.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0273
 LK0273.The geoid height was determined by GEOID03.
 LK0273
 LK0273.The dynamic height is computed by dividing the NAVD 88
 LK0273.geopotential number by the normal gravity value computed on the
 LK0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0273.degrees latitude (g = 980.6199 gals.).
 LK0273
 LK0273.The modeled gravity was interpolated from observed gravity values.
 LK0273
 LK0273;                    North         East     Units Scale Factor Converg.
 LK0273;SPC CO N     -   409,581.193 1,076,770.402   MT  0.99995686   +1 14 00.3
 LK0273;SPC CO N     - 1,343,767.63  3,532,704.23   sFT  0.99995686   +1 14 00.3
 LK0273;UTM  13      - 4,457,711.866   619,808.457   MT  0.99977670   +0 54 38.4
 LK0273
 LK0273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0273!SPC CO N     -   0.99979899  x   0.99995686  =   0.99975585
 LK0273!UTM  13      -   0.99979899  x   0.99977670  =   0.99957573
 LK0273
 LK0273:                Primary Azimuth Mark                     Grid Az
 LK0273:SPC CO N     -  BRUSH                                    258 45 32.4
 LK0273:UTM  13      -  BRUSH                                    259 04 54.3
 LK0273
 LK0273|---------------------------------------------------------------------|
 LK0273| PID    Reference Object                     Distance      Geod. Az  |
 LK0273|                                                           dddmmss.s |
 LK0273| LK0274 BRUSH                               APPROX. 0.6 KM 2595932.7 |
 LK0273| LK0275 BRUSH RM 1                                         26017     |
 LK0273|---------------------------------------------------------------------|
 LK0273
 LK0273                          SUPERSEDED SURVEY CONTROL
 LK0273
 LK0273  NAD 83(1986)-  40 15 40.67587(N)    103 35 27.84332(W) AD(       ) 2
 LK0273  NAD 27      -  40 15 40.74497(N)    103 35 26.04009(W) AD(       ) 2
 LK0273  NGVD 29 (??/??/92) 1300.671  (m)         4267.28   (f) ADJ UNCH    1 2
 LK0273
 LK0273.Superseded values are not recommended for survey control.
 LK0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0273.See file dsdata.txt to determine how the superseded data were derived.
 LK0273
 LK0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE1980857712(NAD 83)
 LK0273_MARKER: DB = BENCH MARK DISK
 LK0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0273_SP_SET: CONCRETE POST
 LK0273_STAMPING: H 61 1935
 LK0273_MARK LOGO: CGS   
 LK0273_PROJECTION: PROJECTING 60 CENTIMETERS
 LK0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0273+STABILITY: SURFACE MOTION
 LK0273
 LK0273  HISTORY     - Date     Condition        Report By
 LK0273  HISTORY     - 1935     MONUMENTED       CGS
 LK0273  HISTORY     - 1974     GOOD             NGS
 LK0273  HISTORY     - 1977     MARK NOT FOUND   NGS
 LK0273  HISTORY     - 1984     GOOD             NGS
 LK0273
 LK0273                          STATION DESCRIPTION
 LK0273
 LK0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LK0273'1 MI E FROM BRUSH.
 LK0273'MARK IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 34, 6 AND STATE
 LK0273'HIGHWAY 71 WHICH IS AT THE EAST EDGE OF BRUSH.  GO EAST ON THE
 LK0273'COMBINED HIGHWAYS FOR 0.3 MILE.  CONTINUE STRAIGHT AHEAD ON HIGHWAY
 LK0273'34 FOR 0.1 MILE TO A GRAVELED SIDE ROAD RIGHT.  MARK IS ON THE
 LK0273'RIGHT IN THE SOUTHEAST ANGLE OF THE JUNCTION, BETWEEN THE HIGHWAY
 LK0273'AND RAILROAD TRACK.  MARK IS A STANDARD BENCH MARK DISK, STAMPED H
 LK0273'61 1935, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 LK0273'ABOUT 10 INCHES.  MARK IS 125 FEET SOUTH OF THE CENTER OF HIGHWAY
 LK0273'34, 77 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK, 68
 LK0273'FEET NORTHEAST OF A RAILROAD CROSSING, 32 FEET EAST OF THE CENTER
 LK0273'OF A NORTH-SOUTH GRAVELED ROAD AND 18 FEET EAST OF A NORTH-SOUTH
 LK0273'FENCELINE.
 LK0273
 LK0273                          STATION RECOVERY (1977)
 LK0273
 LK0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LK0273'MARK NOT FOUND.
 LK0273
 LK0273                          STATION RECOVERY (1984)
 LK0273
 LK0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LK0273'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  18.7 KM
 LK0273'(11.6 MI) EASTERLY ALONG INTERSTATE HIGHWAY 76 FROM ITS JUNCTION WITH
 LK0273'STATE HIGHWAY 52 IN FORT MORGAN, THENCE 1.4 KM (0.85 MI) SOUTHWEST
 LK0273'ALONG U.S. HIGHWAY 6, THENCE 0.5 KM (0.3 MI) EAST ALONG U.S.
 LK0273'HIGHWAY 34, 38.1 M (125.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 LK0273'23.5 M (77.1 FT) NORTH OF THE NEAR RAIL OF THE BURLINGTON NORTHERN
 LK0273'RAILROAD, AND 10.7 M (35.1 FT) EAST OF THE CENTER OF A DIRT ROAD
 LK0273'LEADING SOUTH.
 LK0273'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0235 ***********************************************************************
 LL0235  DESIGNATION -  H 62
 LL0235  PID         -  LL0235
 LL0235  STATE/COUNTY-  CO/WELD
 LL0235  USGS QUAD   -  KEENESBURG (1975)
 LL0235
 LL0235                         *CURRENT SURVEY CONTROL
 LL0235  ___________________________________________________________________
 LL0235* NAD 83(1986)-  40 04 23.     (N)    104 31 35.     (W)     SCALED    
 LL0235* NAVD 88     -      1534.260  (meters)    5033.65   (feet)  POSTED    
 LL0235  ___________________________________________________________________
 LL0235  GEOID HEIGHT-         -18.54  (meters)                     GEOID03
 LL0235  DYNAMIC HT  -        1532.910 (meters)    5029.22  (feet)  COMP
 LL0235  MODELED GRAV-     979,689.8   (mgal)                       NAVD 88
 LL0235
 LL0235  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0235
 LL0235.The horizontal coordinates were scaled from a topographic map and have
 LL0235.an estimated accuracy of +/- 6 seconds.
 LL0235
 LL0235.The orthometric height was determined by differential leveling
 LL0235.and adjusted by the National Geodetic Survey in 1992..
 LL0235.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0235.rate of 0.0 thru 1.0 mm/km.
 LL0235
 LL0235.The geoid height was determined by GEOID03.
 LL0235
 LL0235.The dynamic height is computed by dividing the NAVD 88
 LL0235.geopotential number by the normal gravity value computed on the
 LL0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0235.degrees latitude (g = 980.6199 gals.).
 LL0235
 LL0235.The modeled gravity was interpolated from observed gravity values.
 LL0235
 LL0235;                    North         East    Units  Estimated Accuracy
 LL0235;SPC CO N     -   387,390.      997,450.      MT  (+/- 180 meters Scaled)
 LL0235
 LL0235                          SUPERSEDED SURVEY CONTROL
 LL0235
 LL0235  NGVD 29 (??/??/92) 1533.407  (m)         5030.85   (f) ADJ UNCH    2 0
 LL0235
 LL0235.Superseded values are not recommended for survey control.
 LL0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0235.See file dsdata.txt to determine how the superseded data were derived.
 LL0235
 LL0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE403359(NAD 83)
 LL0235_MARKER: DB = BENCH MARK DISK
 LL0235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LL0235_SP_SET: ABUTMENT
 LL0235_STAMPING: H 62 1934
 LL0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0235
 LL0235  HISTORY     - Date     Condition        Report By
 LL0235  HISTORY     - 1934     MONUMENTED       CGS
 LL0235  HISTORY     - 1965     MARK NOT FOUND
 LL0235  HISTORY     - 1979     MARK NOT FOUND   NGS
 LL0235
 LL0235                          STATION DESCRIPTION
 LL0235
 LL0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0235'5.8 MI W FROM PROSPECT.
 LL0235'5.8 MILES WEST ALONG STATE HIGHWAY 52 FROM PROSPECT, WELD COUNTY,
 LL0235'6.2 MILES EAST OF HUDSON, AT A STEEL-GIRDER BRIDGE, IN THE TOP
 LL0235'OF THE SOUTHEAST CONCRETE ABUTMENT, 3 FEET EAST OF THE SOUTH
 LL0235'GIRDER, 3 FEET NORTH OF THE SOUTH END OF THE ABUTMENT, AND 12
 LL0235'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 LL0235'STAMPED H 62 1934.
 LL0235
 LL0235                          STATION RECOVERY (1965)
 LL0235
 LL0235'RECOVERED 1965
 LL0235'MARK NOT FOUND.
 LL0235
 LL0235                          STATION RECOVERY (1979)
 LL0235
 LL0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LL0235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0253 ***********************************************************************
 LK0253  DESIGNATION -  H 63
 LK0253  PID         -  LK0253
 LK0253  STATE/COUNTY-  CO/WASHINGTON
 LK0253  USGS QUAD   -  BUFFALO SPRINGS RANCH (1984)
 LK0253
 LK0253                         *CURRENT SURVEY CONTROL
 LK0253  ___________________________________________________________________
 LK0253* NAD 83(1992)-  40 21 36.46772(N)    103 13 02.26371(W)     ADJUSTED  
 LK0253* NAVD 88     -      1327.846  (meters)    4356.44   (feet)  ADJUSTED  
 LK0253  ___________________________________________________________________
 LK0253  X           -  -1,113,020.723 (meters)                     COMP
 LK0253  Y           -  -4,738,953.059 (meters)                     COMP
 LK0253  Z           -   4,109,384.239 (meters)                     COMP
 LK0253  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 LK0253  ELLIP HEIGHT-        1307.86  (meters)          (12/03/02) GPS OBS
 LK0253  GEOID HEIGHT-         -19.98  (meters)                     GEOID03
 LK0253  DYNAMIC HT  -        1326.808 (meters)    4353.04  (feet)  COMP
 LK0253  MODELED GRAV-     979,796.7   (mgal)                       NAVD 88
 LK0253
 LK0253  HORZ ORDER  -  FIRST
 LK0253  VERT ORDER  -  SECOND    CLASS 0
 LK0253  ELLP ORDER  -  FOURTH    CLASS II
 LK0253
 LK0253.The horizontal coordinates were established by GPS observations
 LK0253.and adjusted by the National Geodetic Survey in July 1996..
 LK0253
 LK0253.The orthometric height was determined by differential leveling
 LK0253.and adjusted by the National Geodetic Survey in June 1991..
 LK0253
 LK0253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0253
 LK0253.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0253
 LK0253.The ellipsoidal height was determined by GPS observations
 LK0253.and is referenced to NAD 83.
 LK0253
 LK0253.The geoid height was determined by GEOID03.
 LK0253
 LK0253.The dynamic height is computed by dividing the NAVD 88
 LK0253.geopotential number by the normal gravity value computed on the
 LK0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0253.degrees latitude (g = 980.6199 gals.).
 LK0253
 LK0253.The modeled gravity was interpolated from observed gravity values.
 LK0253
 LK0253;                    North         East     Units Scale Factor Converg.
 LK0253;SPC CO N     -   421,302.482 1,108,273.454   MT  0.99995866   +1 28 29.8
 LK0253;SPC CO N     - 1,382,223.23  3,636,060.49   sFT  0.99995866   +1 28 29.8
 LK0253;UTM  13      - 4,469,254.648   651,372.692   MT  0.99988206   +1 09 16.8
 LK0253
 LK0253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0253!SPC CO N     -   0.99979488  x   0.99995866  =   0.99975354
 LK0253!UTM  13      -   0.99979488  x   0.99988206  =   0.99967696
 LK0253
 LK0253                          SUPERSEDED SURVEY CONTROL
 LK0253
 LK0253  ELLIP H (10/08/96) 1307.88   (m)                       GP(       ) 1 1
 LK0253  ELLIP H (07/08/96) 1308.14   (m)                       GP(       ) 1 1
 LK0253  NAVD 88 (07/08/96) 1327.85   (m)         4356.5    (f) LEVELING    3  
 LK0253  NGVD 29 (??/??/92) 1327.229  (m)         4354.42   (f) ADJ UNCH    2 0
 LK0253
 LK0253.Superseded values are not recommended for survey control.
 LK0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0253.See file dsdata.txt to determine how the superseded data were derived.
 LK0253
 LK0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE5137369255(NAD 83)
 LK0253_MARKER: DB = BENCH MARK DISK
 LK0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0253_STAMPING: H 63 1935
 LK0253_MARK LOGO: CGS   
 LK0253_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LK0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0253+STABILITY: SURFACE MOTION
 LK0253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0253+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1995
 LK0253
 LK0253  HISTORY     - Date     Condition        Report By
 LK0253  HISTORY     - 1935     MONUMENTED       CGS
 LK0253  HISTORY     - 1973     GOOD             USGS
 LK0253  HISTORY     - 19950629 GOOD             NGS
 LK0253
 LK0253                          STATION DESCRIPTION
 LK0253
 LK0253'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 LK0253'AT WAITLEY.
 LK0253'14.3 MILES NORTH ALONG STATE HIGHWAY 63 FROM AKRON, WASHINGTON COUNTY,
 LK0253'50 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1 FOOT WEST OF THE
 LK0253'RIGHT-OF-WAY FENCE, AT AN OLD FENCE LINE WEST, 110 FEET NORTH OF A
 LK0253'SMALL CLUMP OF COTTONWOOD TREES.  A STANDARD DISK, STAMPED H 63 1935
 LK0253'AND SET IN THE TOP OF A CONCRETE POST.
 LK0253
 LK0253                          STATION RECOVERY (1995)
 LK0253
 LK0253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 LK0253'THE STATION IS LOCATED ABOUT 16.5 MI (26.6 KM) SOUTH OF STERLING, 15
 LK0253'MI (24.1 KM) NORTH OF AKRON AND ABOUT 11.5 SOUTH-SOUTHEAST OF ATWOOD,
 LK0253'IN THE NORTHEAST 1/4 OF SECTION 31, T 5 N, R 52 W, AT COLORADO STATE
 LK0253'HIGHWAY 63 MILEPOST 42.87.  OWNERSHIP--COLORADO DEPT.  OF
 LK0253'TRANSPORTATION RIGHT-OF-WAY.  TO REACH THE STATION FROM THE
 LK0253'INTERSECTION OF US HIGHWAY 34 AND STATE HIGHWAY 63 IN AKRON, GO NORTH
 LK0253'ON STATE HIGHWAY 63 FOR 13.85 MI (22.29 KM) TO THE STATION ON THE
 LK0253'LEFT.  THE STATION IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 LK0253'CONCRETE POST PROJECTION 10 CM ABOVE THE GROUND.  IT IS 24.8 M (81.4
 LK0253'FT) NORTH OF THE NORTHERN MOST TREE IN A GROUP OF TREES, 15.3 M (50.2
 LK0253'FT) WEST OF THE CENTER OF STATE HIGHWAY 63, 0.5 M (1.6 FT) WEST OF A
 LK0253'BARBED WIRE FENCE, 0.4 M (1.3 FT) EAST OF A WITNESS POST AND ABOUT
 LK0253'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0334 ***********************************************************************
 HK0334  DESIGNATION -  H 64
 HK0334  PID         -  HK0334
 HK0334  STATE/COUNTY-  CO/COSTILLA
 HK0334  USGS QUAD   -  SAN ACACIO (1982)
 HK0334
 HK0334                         *CURRENT SURVEY CONTROL
 HK0334  ___________________________________________________________________
 HK0334* NAD 83(1986)-  37 08 00.     (N)    105 35 40.     (W)     SCALED    
 HK0334* NAVD 88     -      2348.478  (meters)    7704.96   (feet)  ADJUSTED  
 HK0334  ___________________________________________________________________
 HK0334  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 HK0334  DYNAMIC HT  -        2345.296 (meters)    7694.53  (feet)  COMP
 HK0334  MODELED GRAV-     979,191.7   (mgal)                       NAVD 88
 HK0334
 HK0334  VERT ORDER  -  SECOND    CLASS 0
 HK0334
 HK0334.The horizontal coordinates were scaled from a topographic map and have
 HK0334.an estimated accuracy of +/- 6 seconds.
 HK0334
 HK0334.The orthometric height was determined by differential leveling
 HK0334.and adjusted by the National Geodetic Survey in June 1991..
 HK0334
 HK0334.The geoid height was determined by GEOID03.
 HK0334
 HK0334.The dynamic height is computed by dividing the NAVD 88
 HK0334.geopotential number by the normal gravity value computed on the
 HK0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0334.degrees latitude (g = 980.6199 gals.).
 HK0334
 HK0334.The modeled gravity was interpolated from observed gravity values.
 HK0334
 HK0334;                    North         East    Units  Estimated Accuracy
 HK0334;SPC CO S     -   356,600.      906,010.      MT  (+/- 180 meters Scaled)
 HK0334
 HK0334                          SUPERSEDED SURVEY CONTROL
 HK0334
 HK0334  NGVD 29 (??/??/92) 2347.183  (m)         7700.72   (f) ADJ UNCH    2 0
 HK0334
 HK0334.Superseded values are not recommended for survey control.
 HK0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0334.See file dsdata.txt to determine how the superseded data were derived.
 HK0334
 HK0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB472098(NAD 83)
 HK0334_MARKER: DB = BENCH MARK DISK
 HK0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0334_STAMPING: H 64 1934
 HK0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0334+STABILITY: SURFACE MOTION
 HK0334
 HK0334  HISTORY     - Date     Condition        Report By
 HK0334  HISTORY     - 1934     MONUMENTED       CGS
 HK0334
 HK0334                          STATION DESCRIPTION
 HK0334
 HK0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0334'2.4 MI N FROM MESITA.
 HK0334'ABOUT 2.4 MILES NORTH ALONG THE SAN LUIS VALLEY SOUTHERN RAILWAY
 HK0334'FROM MESITA, COSTILLA COUNTY, ABOUT 30 YARDS SOUTH OF A CATTLE
 HK0334'GUARD, 21 FEET EAST OF THE CENTER LINE OF THE TRACK, AND 2 FEET
 HK0334'WEST OF POLE 775.  A STANDARD DISK, STAMPED H 64 1934 AND SET IN
 HK0334'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0322 ***********************************************************************
 HK0322  DESIGNATION -  H 65
 HK0322  PID         -  HK0322
 HK0322  STATE/COUNTY-  CO/COSTILLA
 HK0322  USGS QUAD   -  MESITO RESERVOIR (1982)
 HK0322
 HK0322                         *CURRENT SURVEY CONTROL
 HK0322  ___________________________________________________________________
 HK0322* NAD 83(1986)-  37 10 39.     (N)    105 37 40.     (W)     SCALED    
 HK0322* NAVD 88     -      2315.793  (meters)    7597.73   (feet)  ADJUSTED  
 HK0322  ___________________________________________________________________
 HK0322  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 HK0322  DYNAMIC HT  -        2312.684 (meters)    7587.53  (feet)  COMP
 HK0322  MODELED GRAV-     979,205.5   (mgal)                       NAVD 88
 HK0322
 HK0322  VERT ORDER  -  SECOND    CLASS 0
 HK0322
 HK0322.The horizontal coordinates were scaled from a topographic map and have
 HK0322.an estimated accuracy of +/- 6 seconds.
 HK0322
 HK0322.The orthometric height was determined by differential leveling
 HK0322.and adjusted by the National Geodetic Survey in June 1991..
 HK0322
 HK0322.The geoid height was determined by GEOID03.
 HK0322
 HK0322.The dynamic height is computed by dividing the NAVD 88
 HK0322.geopotential number by the normal gravity value computed on the
 HK0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0322.degrees latitude (g = 980.6199 gals.).
 HK0322
 HK0322.The modeled gravity was interpolated from observed gravity values.
 HK0322
 HK0322;                    North         East    Units  Estimated Accuracy
 HK0322;SPC CO S     -   361,500.      903,050.      MT  (+/- 180 meters Scaled)
 HK0322
 HK0322                          SUPERSEDED SURVEY CONTROL
 HK0322
 HK0322  NGVD 29 (??/??/92) 2314.518  (m)         7593.55   (f) ADJ UNCH    2 0
 HK0322
 HK0322.Superseded values are not recommended for survey control.
 HK0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0322.See file dsdata.txt to determine how the superseded data were derived.
 HK0322
 HK0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB442147(NAD 83)
 HK0322_MARKER: DB = BENCH MARK DISK
 HK0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0322_STAMPING: H 65 1934
 HK0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0322+STABILITY: SURFACE MOTION
 HK0322
 HK0322  HISTORY     - Date     Condition        Report By
 HK0322  HISTORY     - 1934     MONUMENTED       CGS
 HK0322
 HK0322                          STATION DESCRIPTION
 HK0322
 HK0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0322'11.4 MI W FROM SAN LUIS.
 HK0322'11.4 MI W OF SAN LUIS ON STATE HWY. 136, ABOUT 2.3 MI SOUTHWEST OF
 HK0322'SAN ACACIO.  44 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0210 ***********************************************************************
 HK0210  DESIGNATION -  H 66
 HK0210  PID         -  HK0210
 HK0210  STATE/COUNTY-  CO/LAS ANIMAS
 HK0210  USGS QUAD   -  STONEWALL (1994)
 HK0210
 HK0210                         *CURRENT SURVEY CONTROL
 HK0210  ___________________________________________________________________
 HK0210* NAD 83(1992)-  37 13 39.94477(N)    105 02 52.48017(W)     ADJUSTED  
 HK0210* NAVD 88     -      2647.117  (meters)    8684.75   (feet)  ADJUSTED  
 HK0210  ___________________________________________________________________
 HK0210  X           -  -1,320,678.153 (meters)                     COMP
 HK0210  Y           -  -4,912,403.130 (meters)                     COMP
 HK0210  Z           -   3,839,141.450 (meters)                     COMP
 HK0210  LAPLACE CORR-         -15.45  (seconds)                    DEFLEC99
 HK0210  ELLIP HEIGHT-        2630.56  (meters)          (12/03/02) GPS OBS
 HK0210  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 HK0210  DYNAMIC HT  -        2643.463 (meters)    8672.76  (feet)  COMP
 HK0210  MODELED GRAV-     979,153.8   (mgal)                       NAVD 88
 HK0210
 HK0210  HORZ ORDER  -  FIRST
 HK0210  VERT ORDER  -  SECOND    CLASS 0
 HK0210  ELLP ORDER  -  FOURTH    CLASS II
 HK0210
 HK0210.The horizontal coordinates were established by GPS observations
 HK0210.and adjusted by the National Geodetic Survey in December 1994..
 HK0210
 HK0210.The orthometric height was determined by differential leveling
 HK0210.and adjusted by the National Geodetic Survey in June 1991..
 HK0210
 HK0210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HK0210
 HK0210.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0210
 HK0210.The ellipsoidal height was determined by GPS observations
 HK0210.and is referenced to NAD 83.
 HK0210
 HK0210.The geoid height was determined by GEOID03.
 HK0210
 HK0210.The dynamic height is computed by dividing the NAVD 88
 HK0210.geopotential number by the normal gravity value computed on the
 HK0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0210.degrees latitude (g = 980.6199 gals.).
 HK0210
 HK0210.The modeled gravity was interpolated from observed gravity values.
 HK0210
 HK0210;                    North         East     Units Scale Factor Converg.
 HK0210;SPC CO S     -   367,170.475   954,522.550   MT  1.00000102   +0 16 38.3
 HK0210;SPC CO S     - 1,204,625.13  3,131,629.40   sFT  1.00000102   +0 16 38.3
 HK0210;UTM  13      - 4,120,140.359   495,749.802   MT  0.99960022   -0 01 44.3
 HK0210
 HK0210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0210!SPC CO S     -   0.99958736  x   1.00000102  =   0.99958838
 HK0210!UTM  13      -   0.99958736  x   0.99960022  =   0.99918775
 HK0210
 HK0210                          SUPERSEDED SURVEY CONTROL
 HK0210
 HK0210  ELLIP H (12/30/94) 2630.56   (m)                       GP(       ) 3 1
 HK0210  NAVD 88 (12/30/94) 2647.12   (m)         8684.8    (f) LEVELING    3  
 HK0210  NGVD 29 (??/??/92) 2645.757  (m)         8680.29   (f) ADJ UNCH    2 0
 HK0210
 HK0210.Superseded values are not recommended for survey control.
 HK0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0210.See file dsdata.txt to determine how the superseded data were derived.
 HK0210
 HK0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB9575020140(NAD 83)
 HK0210_MARKER: DB = BENCH MARK DISK
 HK0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0210_STAMPING: H 66 1934
 HK0210_MARK LOGO: CGS   
 HK0210_MAGNETIC: N = NO MAGNETIC MATERIAL
 HK0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0210+STABILITY: SURFACE MOTION
 HK0210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HK0210+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1994
 HK0210
 HK0210  HISTORY     - Date     Condition        Report By
 HK0210  HISTORY     - 1934     MONUMENTED       CGS
 HK0210  HISTORY     - 1967     GOOD             USGS
 HK0210  HISTORY     - 19940609 GOOD             CODOT
 HK0210
 HK0210                          STATION DESCRIPTION
 HK0210
 HK0210'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 HK0210'17 MI N FROM WESTON.
 HK0210'ABOUT 17.0 MILES NORTH ALONG STATE HIGHWAY 111 FROM WESTON, LAS
 HK0210'ANIMAS COUNTY, ABOUT 5.7 MILES NORTH OF STONEWALL CAMP, ABOUT 1.8
 HK0210'MILES NORTH OF THE JUNCTION WITH THE WHISKEY PASS ROAD, ABOUT 0.2
 HK0210'MILES NORTH OF GLEN ASPEN CAMP ON THE HIGHWAY, 58 FEET SOUTH OF THE
 HK0210'CENTER LINE OF A CURVE 1041 FEET EAST OF THE CENTER LINE OF THE NEW
 HK0210'HIGHWAY, ABOUT 40 FEET WEST OF A FENCE LINE, AND 1 FOOT EAST OF
 HK0210'ANOTHER FENCE LINE.  A STANDARD DISK, STAMPED H 66 1934 AND SET IN
 HK0210'THE TOP OF A CONCRETE POST.
 HK0210
 HK0210                          STATION RECOVERY (1994)
 HK0210
 HK0210'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1994 (PG)
 HK0210'THE STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) NORTH OF STONEWALL GAP,
 HK0210'1.1 MI (1.8 KM) SOUTHWEST OF THE SPILLWAY FOR NORTH LAKE AND 0.55 MI
 HK0210'(0.89 KM) NORTH OF THE NORTH END OF MOUNTAIN LAKE, IN THE SOUTHEAST
 HK0210'1/4 OF SECTION 25, T 32 S, R 69 W, AT STATE HIGHWAY 12 MILEPOST 31.7.
 HK0210'OWNERSHIP--UNKNOWN. TO REACH THE STATION FROM STONEWALL GAP AND STATE
 HK0210'HIGHWAY 12, GO NORTHERLY ON STATE HIGHWAY 12 FOR 5.6 MI (9.0 KM) TO
 HK0210'THE STATION ON THE RIGHT. THE MARK IS A STANDARD DISK SET IN A 20 CM
 HK0210'SQUARE CONCRETE POST PROJECTING 10 CM ABOVE THE GROUND.  IT IS 31.4 M
 HK0210'(103.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 19.0 M (62.3 FT)
 HK0210'EAST OF A WITNESS POST, 18.7 M (61.4 FT) EAST OF A RIGHT-OF-WAY FENCE,
 HK0210'1.5 M (4.9 FT) NORTHEAST OF OLD FENCE POST, 0.5 M (1.6 FT) WEST OF A
 HK0210'WITNESS POST AND ABOUT 2.5 M (8.2 FT) BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0263 ***********************************************************************
 KM0263  DESIGNATION -  H 66
 KM0263  PID         -  KM0263
 KM0263  STATE/COUNTY-  CO/RIO BLANCO
 KM0263  USGS QUAD   -  FIGURE FOUR SPRING (1971)
 KM0263
 KM0263                         *CURRENT SURVEY CONTROL
 KM0263  ___________________________________________________________________
 KM0263* NAD 83(1992)-  39 44 06.80179(N)    108 26 45.95972(W)     ADJUSTED  
 KM0263* NAVD 88     -      2476.62   (+/-2cm)    8125.4    (feet)  VERTCON   
 KM0263  ___________________________________________________________________
 KM0263  LAPLACE CORR-          -2.10  (seconds)                    DEFLEC99
 KM0263  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 KM0263
 KM0263  HORZ ORDER  -  THIRD
 KM0263  VERT ORDER  -  THIRD ? (See Below)
 KM0263
 KM0263.The horizontal coordinates were established by classical geodetic methods
 KM0263.and adjusted by the National Geodetic Survey in January 1993..
 KM0263
 KM0263.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0263.The vertical order pertains to the NGVD 29 superseded value.
 KM0263
 KM0263.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0263
 KM0263.The geoid height was determined by GEOID03.
 KM0263
 KM0263;                    North         East     Units Scale Factor Converg.
 KM0263;SPC CO N     -   353,617.165   661,901.198   MT  0.99999706   -1 54 12.9
 KM0263;SPC CO N     - 1,160,158.98  2,171,587.51   sFT  0.99999706   -1 54 12.9
 KM0263;SPC CO C     -   520,025.914   661,898.990   MT  0.99999711   -1 51 29.1
 KM0263;SPC CO C     - 1,706,118.35  2,171,580.27   sFT  0.99999711   -1 51 29.1
 KM0263;UTM  12      - 4,401,489.285   718,853.202   MT  1.00018971   +1 37 59.5
 KM0263
 KM0263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0263!SPC CO N     -   0.99961411  x   0.99999706  =   0.99961117
 KM0263!SPC CO C     -   0.99961411  x   0.99999711  =   0.99961122
 KM0263!UTM  12      -   0.99961411  x   1.00018971  =   0.99980374
 KM0263
 KM0263:                Primary Azimuth Mark                     Grid Az
 KM0263:SPC CO N     -  SAND                                     191 42 12.6
 KM0263:SPC CO C     -  SAND                                     191 39 28.8
 KM0263:UTM  12      -  SAND                                     188 10 00.2
 KM0263
 KM0263|---------------------------------------------------------------------|
 KM0263| PID    Reference Object                     Distance      Geod. Az  |
 KM0263|                                                           dddmmss.s |
 KM0263| KM0264 SAND                                APPROX. 5.4 KM 1894759.7 |
 KM0263|---------------------------------------------------------------------|
 KM0263
 KM0263                          SUPERSEDED SURVEY CONTROL
 KM0263
 KM0263  NAD 83(1986)-  39 44 06.79578(N)    108 26 45.95389(W) AD(       ) 3
 KM0263  NAD 27      -  39 44 06.89067(N)    108 26 43.62534(W) AD(       ) 3
 KM0263  NGVD 29 (07/19/86) 2475.22   (m)         8120.8    (f) LEVELING    3  
 KM0263
 KM0263.Superseded values are not recommended for survey control.
 KM0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0263.See file dsdata.txt to determine how the superseded data were derived.
 KM0263
 KM0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYK1885301489(NAD 83)
 KM0263_MARKER: DB = BENCH MARK DISK
 KM0263_SETTING: 66 = SET IN ROCK OUTCROP
 KM0263_SP_SET: SET IN ROCK OUTCROP
 KM0263_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0263+STABILITY: POSITION/ELEVATION WELL
 KM0263
 KM0263  HISTORY     - Date     Condition        Report By
 KM0263  HISTORY     - 1950     MONUMENTED       USGS
 KM0263
 KM0263                          STATION DESCRIPTION
 KM0263
 KM0263'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KM0263'BENCH MARK FOUND AS DESCRIBED, 36 MI. W. ALONG BLACK SULPHUR ROAD FROM
 KM0263'PICEANCE CREEK ROAD, THENCE 10.9 MI. ALONG RD. ON RIDGE W. OF EUREKA
 KM0263'CREEK.
 KM0263'
 KM0263'TABLET IS CEMENTED IN A 1 FT. SANDSTONE ROCK ABOUT 100 FT. E. OF RD.
 KM0263'ON TOP OF SMALL HILL.
 KM0263'
 KM0263'STATION MARK--STANDARD USGS BRONZE TABLET, STAMPED ---1926-H-66---.
 KM0263'
 KM0263'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0108 ***********************************************************************
 HK0108  DESIGNATION -  H 67
 HK0108  PID         -  HK0108
 HK0108  STATE/COUNTY-  CO/LAS ANIMAS
 HK0108  USGS QUAD   -  WESTON (1971)
 HK0108
 HK0108                         *CURRENT SURVEY CONTROL
 HK0108  ___________________________________________________________________
 HK0108* NAD 83(1986)-  37 07 44.     (N)    104 50 43.     (W)     SCALED    
 HK0108* NAVD 88     -      2088.423  (meters)    6851.77   (feet)  ADJUSTED  
 HK0108  ___________________________________________________________________
 HK0108  GEOID HEIGHT-         -17.84  (meters)                     GEOID03
 HK0108  DYNAMIC HT  -        2085.697 (meters)    6842.82  (feet)  COMP
 HK0108  MODELED GRAV-     979,251.5   (mgal)                       NAVD 88
 HK0108
 HK0108  VERT ORDER  -  SECOND    CLASS 0
 HK0108
 HK0108.The horizontal coordinates were scaled from a topographic map and have
 HK0108.an estimated accuracy of +/- 6 seconds.
 HK0108
 HK0108.The orthometric height was determined by differential leveling
 HK0108.and adjusted by the National Geodetic Survey in June 1991..
 HK0108
 HK0108.The geoid height was determined by GEOID03.
 HK0108
 HK0108.The dynamic height is computed by dividing the NAVD 88
 HK0108.geopotential number by the normal gravity value computed on the
 HK0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0108.degrees latitude (g = 980.6199 gals.).
 HK0108
 HK0108.The modeled gravity was interpolated from observed gravity values.
 HK0108
 HK0108;                    North         East    Units  Estimated Accuracy
 HK0108;SPC CO S     -   356,300.      972,580.      MT  (+/- 180 meters Scaled)
 HK0108
 HK0108                          SUPERSEDED SURVEY CONTROL
 HK0108
 HK0108.No superseded survey control is available for this station.
 HK0108
 HK0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB137091(NAD 83)
 HK0108_MARKER: DB = BENCH MARK DISK
 HK0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0108_STAMPING: H 67 1934
 HK0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0108+STABILITY: SURFACE MOTION
 HK0108
 HK0108  HISTORY     - Date     Condition        Report By
 HK0108  HISTORY     - 1934     MONUMENTED       CGS
 HK0108  HISTORY     - 1971     GOOD             USGS
 HK0108
 HK0108                          STATION DESCRIPTION
 HK0108
 HK0108'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HK0108'0.2 MI E FROM WESTON.
 HK0108'FROM WESTON P.O., WESTON, COLORADO 0.2 MILE EAST ALONG STATE HIGHWAY
 HK0108'12, THENCE RIG        HT (SW) 186 FEET ALONG TRACK ROAD (OLD RR GRADE)
 HK0108'14 FEET SE CENTERLIN  E TRACK ROAD, 10 FEET N POWER POLE, A STANDARD
 HK0108'TABLET STAMPED H 67 1934 SET IN TOP OF CONCRETE POST PROJECTING 0.8
 HK0108'FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0074 ***********************************************************************
 HK0074  DESIGNATION -  H 68
 HK0074  PID         -  HK0074
 HK0074  STATE/COUNTY-  CO/LAS ANIMAS
 HK0074  USGS QUAD   -  BARELA (1971)
 HK0074
 HK0074                         *CURRENT SURVEY CONTROL
 HK0074  ___________________________________________________________________
 HK0074* NAD 83(1986)-  37 06 52.     (N)    104 15 05.     (W)     SCALED    
 HK0074* NAVD 88     -      1734.186  (meters)    5689.58   (feet)  ADJUSTED  
 HK0074  ___________________________________________________________________
 HK0074  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 HK0074  DYNAMIC HT  -        1732.121 (meters)    5682.80  (feet)  COMP
 HK0074  MODELED GRAV-     979,379.0   (mgal)                       NAVD 88
 HK0074
 HK0074  VERT ORDER  -  SECOND    CLASS 0
 HK0074
 HK0074.The horizontal coordinates were scaled from a topographic map and have
 HK0074.an estimated accuracy of +/- 6 seconds.
 HK0074
 HK0074.The orthometric height was determined by differential leveling
 HK0074.and adjusted by the National Geodetic Survey in June 1991..
 HK0074
 HK0074.The geoid height was determined by GEOID03.
 HK0074
 HK0074.The dynamic height is computed by dividing the NAVD 88
 HK0074.geopotential number by the normal gravity value computed on the
 HK0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0074.degrees latitude (g = 980.6199 gals.).
 HK0074
 HK0074.The modeled gravity was interpolated from observed gravity values.
 HK0074
 HK0074;                    North         East    Units  Estimated Accuracy
 HK0074;SPC CO S     -   355,240.    1,025,380.      MT  (+/- 180 meters Scaled)
 HK0074
 HK0074                          SUPERSEDED SURVEY CONTROL
 HK0074
 HK0074  NGVD 29 (??/??/92) 1733.253  (m)         5686.51   (f) ADJ UNCH    2 0
 HK0074
 HK0074.Superseded values are not recommended for survey control.
 HK0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0074.See file dsdata.txt to determine how the superseded data were derived.
 HK0074
 HK0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB665078(NAD 83)
 HK0074_MARKER: DB = BENCH MARK DISK
 HK0074_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HK0074_SP_SET: BRIDGE
 HK0074_STAMPING: H 68 1934
 HK0074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0074
 HK0074  HISTORY     - Date     Condition        Report By
 HK0074  HISTORY     - 1934     MONUMENTED       CGS
 HK0074  HISTORY     - 1970     MARK NOT FOUND   NGS
 HK0074
 HK0074                          STATION DESCRIPTION
 HK0074
 HK0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0074'5.7 MI SE FROM GARCIA.
 HK0074'ABOUT 5.7 MILES SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILWAY
 HK0074'FROM GARCIA, LAS ANIMAS COUNTY, ABOUT 0.8 MILE SOUTHEAST OF BARELA,
 HK0074'ABOUT 1-1/2 POLES NORTHWEST OF MILEPOST 234, AT THE SOUTHEAST END
 HK0074'OF A BRIDGE, IN THE EAST ABUTMENT, 12 FEET SOUTHWEST OF THE CENTER
 HK0074'LINE OF THE TRACK, AND ABOUT 3 FEET LOWER THAN THE TRACK.
 HK0074'A STANDARD DISK, STAMPED H 68 1934.  NOTE THERE IS NO LONGER A
 HK0074'BRIDGE AT THIS LOCATION.  THERE ARE NO BUILDINGS AT THE GARCIA
 HK0074'LOCATION AND IS NO LONGER USED AS A PLACE NAME.
 HK0074
 HK0074                          STATION RECOVERY (1970)
 HK0074
 HK0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 HK0074'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0366 ***********************************************************************
 LM0366  DESIGNATION -  H 7
 LM0366  PID         -  LM0366
 LM0366  STATE/COUNTY-  CO/RIO BLANCO
 LM0366  USGS QUAD   -  LOST PARK (1966)
 LM0366
 LM0366                         *CURRENT SURVEY CONTROL
 LM0366  ___________________________________________________________________
 LM0366* NAD 83(1986)-  40 02 35.     (N)    107 29 13.     (W)     SCALED    
 LM0366* NAVD 88     -      2294.144  (meters)    7526.70   (feet)  ADJUSTED  
 LM0366  ___________________________________________________________________
 LM0366  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 LM0366  DYNAMIC HT  -        2291.709 (meters)    7518.72  (feet)  COMP
 LM0366  MODELED GRAV-     979,481.8   (mgal)                       NAVD 88
 LM0366
 LM0366  VERT ORDER  -  SECOND    CLASS 0
 LM0366
 LM0366.The horizontal coordinates were scaled from a topographic map and have
 LM0366.an estimated accuracy of +/- 6 seconds.
 LM0366
 LM0366.The orthometric height was determined by differential leveling
 LM0366.and adjusted by the National Geodetic Survey in June 1991..
 LM0366
 LM0366.The geoid height was determined by GEOID03.
 LM0366
 LM0366.The dynamic height is computed by dividing the NAVD 88
 LM0366.geopotential number by the normal gravity value computed on the
 LM0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0366.degrees latitude (g = 980.6199 gals.).
 LM0366
 LM0366.The modeled gravity was interpolated from observed gravity values.
 LM0366
 LM0366;                    North         East    Units  Estimated Accuracy
 LM0366;SPC CO N     -   385,500.      744,860.      MT  (+/- 180 meters Scaled)
 LM0366
 LM0366                          SUPERSEDED SURVEY CONTROL
 LM0366
 LM0366  NGVD 29 (??/??/92) 2292.760  (m)         7522.16   (f) ADJ UNCH    2 0
 LM0366
 LM0366.Superseded values are not recommended for survey control.
 LM0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0366.See file dsdata.txt to determine how the superseded data were derived.
 LM0366
 LM0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE878354(NAD 83)
 LM0366_MARKER: DD = SURVEY DISK
 LM0366_SETTING: 80 = SET IN A BOULDER
 LM0366_SP_SET: BOULDER
 LM0366_STAMPING: H 7
 LM0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0366+STABILITY: SURFACE MOTION
 LM0366
 LM0366  HISTORY     - Date     Condition        Report By
 LM0366  HISTORY     - UNK      MONUMENTED       BOR
 LM0366  HISTORY     - 1966     GOOD             NGS
 LM0366
 LM0366                          STATION DESCRIPTION
 LM0366
 LM0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 LM0366'8.7 MI NE FROM BUFORD.
 LM0366'8.7 MILES NORTHEAST ALONG STATE HIGHWAY 132 FROM THE STORE AND POST
 LM0366'OFFICE AT BUFORD, ON THE OUTSIDE OF A CURVE AND AT THE JUNCTION OF A
 LM0366'DIM TRACK ROAD SOUTH, IN THE TOP OF A 4X7-FOOT EMBEDDED BOULDER WHICH
 LM0366'PROJECTS ABOUT 6 INCHES, 47 FEET SOUTH OF THE CENTER LINE OF THE
 LM0366'HIGHWAY, 31.7 FEET EAST OF THE EAST END OF A WIRE GATE ACROSS THE
 LM0366'TRACK ROAD, 3.1 FEET NORTH OF A FENCE, 4.4 FEET SOUTHEAST OF A WITNESS
 LM0366'POST AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0107 ***********************************************************************
 JK0107  DESIGNATION -  H 7
 JK0107  PID         -  JK0107
 JK0107  STATE/COUNTY-  CO/PUEBLO
 JK0107  USGS QUAD   -  HOBSON (1982)
 JK0107
 JK0107                         *CURRENT SURVEY CONTROL
 JK0107  ___________________________________________________________________
 JK0107* NAD 83(1986)-  38 20 38.     (N)    104 56 20.     (W)     SCALED    
 JK0107* NAVD 88     -      1508.405  (meters)    4948.83   (feet)  ADJUSTED  
 JK0107  ___________________________________________________________________
 JK0107  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 JK0107  DYNAMIC HT  -        1506.804 (meters)    4943.57  (feet)  COMP
 JK0107  MODELED GRAV-     979,515.7   (mgal)                       NAVD 88
 JK0107
 JK0107  VERT ORDER  -  FIRST     CLASS II
 JK0107
 JK0107.The horizontal coordinates were scaled from a topographic map and have
 JK0107.an estimated accuracy of +/- 6 seconds.
 JK0107
 JK0107.The orthometric height was determined by differential leveling
 JK0107.and adjusted by the National Geodetic Survey in June 1991..
 JK0107
 JK0107.The geoid height was determined by GEOID03.
 JK0107
 JK0107.The dynamic height is computed by dividing the NAVD 88
 JK0107.geopotential number by the normal gravity value computed on the
 JK0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0107.degrees latitude (g = 980.6199 gals.).
 JK0107
 JK0107.The modeled gravity was interpolated from observed gravity values.
 JK0107
 JK0107;                    North         East    Units  Estimated Accuracy
 JK0107;SPC CO S     -   491,100.      963,450.      MT  (+/- 180 meters Scaled)
 JK0107
 JK0107                          SUPERSEDED SURVEY CONTROL
 JK0107
 JK0107  NGVD 29 (??/??/92) 1507.480  (m)         4945.79   (f) ADJ UNCH    1 2
 JK0107
 JK0107.Superseded values are not recommended for survey control.
 JK0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0107.See file dsdata.txt to determine how the superseded data were derived.
 JK0107
 JK0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC053439(NAD 83)
 JK0107_MARKER: DB = BENCH MARK DISK
 JK0107_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JK0107_SP_SET: BRIDGE ABUTMENT
 JK0107_STAMPING: H 7 1925 4946.158
 JK0107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0107
 JK0107  HISTORY     - Date     Condition        Report By
 JK0107  HISTORY     - 1925     MONUMENTED       CGS
 JK0107  HISTORY     - 1953     GOOD             NGS
 JK0107
 JK0107                          STATION DESCRIPTION
 JK0107
 JK0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0107'5.8 MI E FROM PORTLAND.
 JK0107'5.85 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0107'FROM THE STATION AT PORTLAND, 0.3 MILE WEST OF A PRIVATE ROAD
 JK0107'CROSSING, 7 1/2 RAILS EAST OF MILEPOST 140, 7 FEET SOUTH OF THE SOUTH
 JK0107'RAIL, 0.15 MILE WEST OF A PHONE BOOTH AT HOBSON SIDING, SET IN THE TOP
 JK0107'OF THE SOUTH END OF THE CONCRETE BASE OF THE EAST ABUTMENT OF
 JK0107'BRIDGE 139.93, 3 FEET BELOW THE TOP OF THE RAILS, 2.2 FEET BELOW
 JK0107'THE TOP OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0244 ***********************************************************************
 JL0244  DESIGNATION -  H 7 RESET
 JL0244  PID         -  JL0244
 JL0244  STATE/COUNTY-  CO/GUNNISON
 JL0244  USGS QUAD   -  ALMONT (1964)
 JL0244
 JL0244                         *CURRENT SURVEY CONTROL
 JL0244  ___________________________________________________________________
 JL0244* NAD 83(1986)-  38 39 52.     (N)    106 50 47.     (W)     SCALED    
 JL0244* NAVD 88     -      2447.03   (meters)    8028.3    (feet)  RESET     
 JL0244  ___________________________________________________________________
 JL0244  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 JL0244
 JL0244  VERT ORDER  -  THIRD
 JL0244
 JL0244.The horizontal coordinates were scaled from a topographic map and have
 JL0244.an estimated accuracy of +/- 6 seconds.
 JL0244
 JL0244.The orthometric height was computed from unverified reset data.
 JL0244.No vertical observational check was made to the station.
 JL0244
 JL0244.The geoid height was determined by GEOID03.
 JL0244
 JL0244;                    North         East    Units  Estimated Accuracy
 JL0244;SPC CO C     -   397,930.      797,230.      MT  (+/- 180 meters Scaled)
 JL0244
 JL0244                          SUPERSEDED SURVEY CONTROL
 JL0244
 JL0244  NGVD 29 (??/??/??) 2444.97   (m)         8021.5    (f) RESET       3  
 JL0244
 JL0244.Superseded values are not recommended for survey control.
 JL0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0244.See file dsdata.txt to determine how the superseded data were derived.
 JL0244
 JL0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC393811(NAD 83)
 JL0244_MARKER: DD = SURVEY DISK
 JL0244_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JL0244_SP_SET: SLAB
 JL0244_STAMPING: H 7 RESET 1950
 JL0244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JL0244
 JL0244  HISTORY     - Date     Condition        Report By
 JL0244  HISTORY     - 1950     MONUMENTED       CODH
 JL0244  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0244
 JL0244                          STATION DESCRIPTION
 JL0244
 JL0244'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1950
 JL0244'IN ALMONT.
 JL0244'AT ALMONT, ON THE DENVER AND RIO GRANDE WESTERN RAILROAD, 135 FEET
 JL0244'SOUTHWEST OF THE CROSSING OF STATE HIGHWAY 135, AT THE EAST SIDE OF
 JL0244'ALMONT LODGE, 11 FEET SOUTH OF THE STONE STEPS AT THE FRONT DOOR, 1
 JL0244'FOOT FROM THE WALL, AND IN THE TOP OF A CONCRETE SLAB.  A U.S.
 JL0244'GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 7 RESET 1950.
 JL0244
 JL0244                          STATION RECOVERY (1984)
 JL0244
 JL0244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0191 ***********************************************************************
 HJ0191  DESIGNATION -  H 70
 HJ0191  PID         -  HJ0191
 HJ0191  STATE/COUNTY-  CO/OTERO
 HJ0191  USGS QUAD   -  HAWLEY (1984)
 HJ0191
 HJ0191                         *CURRENT SURVEY CONTROL
 HJ0191  ___________________________________________________________________
 HJ0191* NAD 83(1986)-  37 54 34.     (N)    103 39 04.     (W)     SCALED    
 HJ0191* NAVD 88     -      1305.851  (meters)    4284.28   (feet)  ADJUSTED  
 HJ0191  ___________________________________________________________________
 HJ0191  GEOID HEIGHT-         -21.70  (meters)                     GEOID03
 HJ0191  DYNAMIC HT  -        1304.505 (meters)    4279.86  (feet)  COMP
 HJ0191  MODELED GRAV-     979,553.2   (mgal)                       NAVD 88
 HJ0191
 HJ0191  VERT ORDER  -  SECOND    CLASS 0
 HJ0191
 HJ0191.The horizontal coordinates were scaled from a topographic map and have
 HJ0191.an estimated accuracy of +/- 6 seconds.
 HJ0191
 HJ0191.The orthometric height was determined by differential leveling
 HJ0191.and adjusted by the National Geodetic Survey in June 1991..
 HJ0191
 HJ0191.The geoid height was determined by GEOID03.
 HJ0191
 HJ0191.The dynamic height is computed by dividing the NAVD 88
 HJ0191.geopotential number by the normal gravity value computed on the
 HJ0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0191.degrees latitude (g = 980.6199 gals.).
 HJ0191
 HJ0191.The modeled gravity was interpolated from observed gravity values.
 HJ0191
 HJ0191;                    North         East    Units  Estimated Accuracy
 HJ0191;SPC CO S     -   444,340.    1,076,970.      MT  (+/- 180 meters Scaled)
 HJ0191
 HJ0191                          SUPERSEDED SURVEY CONTROL
 HJ0191
 HJ0191  NGVD 29 (??/??/92) 1305.140  (m)         4281.95   (f) ADJ UNCH    2 0
 HJ0191
 HJ0191.Superseded values are not recommended for survey control.
 HJ0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0191.See file dsdata.txt to determine how the superseded data were derived.
 HJ0191
 HJ0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB185966(NAD 83)
 HJ0191_MARKER: DB = BENCH MARK DISK
 HJ0191_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HJ0191_SP_SET: BRIDGE
 HJ0191_STAMPING: H 70 1934
 HJ0191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HJ0191
 HJ0191  HISTORY     - Date     Condition        Report By
 HJ0191  HISTORY     - 1934     MONUMENTED       CGS
 HJ0191
 HJ0191                          STATION DESCRIPTION
 HJ0191
 HJ0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HJ0191'8.2 MI SW FROM LA JUNTA.
 HJ0191'ABOUT 8.2 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HJ0191'RAILWAY FROM THE STATION AT LA JUNTA, OTERO COUNTY, AT THE SOUTHWEST
 HJ0191'APPROACH OF BRIDGE 563 A, IN THE TOP OF THE NORTHWEST END, AND 10
 HJ0191'FEET NORTHWEST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 HJ0191'STAMPED H 70 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0312 ***********************************************************************
 LK0312  DESIGNATION -  H 71
 LK0312  PID         -  LK0312
 LK0312  STATE/COUNTY-  CO/MORGAN
 LK0312  USGS QUAD   -  MILLER RANCH (1984)
 LK0312
 LK0312                         *CURRENT SURVEY CONTROL
 LK0312  ___________________________________________________________________
 LK0312* NAD 83(1986)-  40 13 24.     (N)    103 37 21.     (W)     SCALED    
 LK0312* NAVD 88     -      1297.351  (meters)    4256.39   (feet)  ADJUSTED  
 LK0312  ___________________________________________________________________
 LK0312  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 LK0312  DYNAMIC HT  -        1296.320 (meters)    4253.01  (feet)  COMP
 LK0312  MODELED GRAV-     979,785.5   (mgal)                       NAVD 88
 LK0312
 LK0312  VERT ORDER  -  SECOND    CLASS 0
 LK0312
 LK0312.The horizontal coordinates were scaled from a topographic map and have
 LK0312.an estimated accuracy of +/- 6 seconds.
 LK0312
 LK0312.The orthometric height was determined by differential leveling
 LK0312.and adjusted by the National Geodetic Survey in June 1991..
 LK0312
 LK0312.The geoid height was determined by GEOID03.
 LK0312
 LK0312.The dynamic height is computed by dividing the NAVD 88
 LK0312.geopotential number by the normal gravity value computed on the
 LK0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0312.degrees latitude (g = 980.6199 gals.).
 LK0312
 LK0312.The modeled gravity was interpolated from observed gravity values.
 LK0312
 LK0312;                    North         East    Units  Estimated Accuracy
 LK0312;SPC CO N     -   405,310.    1,074,190.      MT  (+/- 180 meters Scaled)
 LK0312
 LK0312                          SUPERSEDED SURVEY CONTROL
 LK0312
 LK0312  NGVD 29 (??/??/92) 1296.694  (m)         4254.24   (f) ADJ UNCH    2 0
 LK0312
 LK0312.Superseded values are not recommended for survey control.
 LK0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0312.See file dsdata.txt to determine how the superseded data were derived.
 LK0312
 LK0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE172534(NAD 83)
 LK0312_MARKER: DB = BENCH MARK DISK
 LK0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0312_STAMPING: H 71 1935
 LK0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0312+STABILITY: SURFACE MOTION
 LK0312
 LK0312  HISTORY     - Date     Condition        Report By
 LK0312  HISTORY     - 1935     MONUMENTED       CGS
 LK0312
 LK0312                          STATION DESCRIPTION
 LK0312
 LK0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LK0312'2.2 MI S FROM BRUSH.
 LK0312'2.2 MILES SOUTH ALONG STATE HIGHWAY 71 FROM THE CHICAGO,
 LK0312'BURLINGTON AND QUINCY RAILROAD STATION AT BRUSH, MORGAN COUNTY, AT
 LK0312'THE BELLE HILL CREAMERY, 150 FEET NORTH OF A SERVICE STATION, 33
 LK0312'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 13 FEET NORTH OF THE
 LK0312'JUNCTION OF A PRIVATE ROAD, AND 4 FEET NORTH OF A FENCE CORNER.
 LK0312'A STANDARD DISK, STAMPED H 71 1935 AND SET IN THE TOP OF A CONCRETE
 LK0312'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0504 ***********************************************************************
 KL0504  DESIGNATION -  H 72
 KL0504  PID         -  KL0504
 KL0504  STATE/COUNTY-  CO/PITKIN
 KL0504  USGS QUAD   -  REDSTONE (1987)
 KL0504
 KL0504                         *CURRENT SURVEY CONTROL
 KL0504  ___________________________________________________________________
 KL0504* NAD 83(1986)-  39 10 53.     (N)    107 14 22.     (W)     SCALED    
 KL0504* NAVD 88     -      2190.117  (meters)    7185.41   (feet)  ADJUSTED  
 KL0504  ___________________________________________________________________
 KL0504  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 KL0504  DYNAMIC HT  -        2187.475 (meters)    7176.74  (feet)  COMP
 KL0504  MODELED GRAV-     979,344.0   (mgal)                       NAVD 88
 KL0504
 KL0504  VERT ORDER  -  SECOND    CLASS 0
 KL0504
 KL0504.The horizontal coordinates were scaled from a topographic map and have
 KL0504.an estimated accuracy of +/- 6 seconds.
 KL0504
 KL0504.The orthometric height was determined by differential leveling
 KL0504.and adjusted by the National Geodetic Survey in June 1991..
 KL0504
 KL0504.The geoid height was determined by GEOID03.
 KL0504
 KL0504.The dynamic height is computed by dividing the NAVD 88
 KL0504.geopotential number by the normal gravity value computed on the
 KL0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0504.degrees latitude (g = 980.6199 gals.).
 KL0504
 KL0504.The modeled gravity was interpolated from observed gravity values.
 KL0504
 KL0504;                    North         East    Units  Estimated Accuracy
 KL0504;SPC CO C     -   455,880.      764,120.      MT  (+/- 180 meters Scaled)
 KL0504
 KL0504                          SUPERSEDED SURVEY CONTROL
 KL0504
 KL0504  NGVD 29 (??/??/92) 2188.561  (m)         7180.30   (f) ADJ UNCH    2 0
 KL0504
 KL0504.Superseded values are not recommended for survey control.
 KL0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0504.See file dsdata.txt to determine how the superseded data were derived.
 KL0504
 KL0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD065392(NAD 83)
 KL0504_MARKER: DD = SURVEY DISK
 KL0504_SETTING: 80 = SET IN A BOULDER
 KL0504_SP_SET: BOULDER
 KL0504_STAMPING: H 72 1926
 KL0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0504+STABILITY: SURFACE MOTION
 KL0504
 KL0504  HISTORY     - Date     Condition        Report By
 KL0504  HISTORY     - 1926     MONUMENTED       USGS
 KL0504  HISTORY     - 19950813 MARK NOT FOUND   USPSQD
 KL0504
 KL0504                          STATION DESCRIPTION
 KL0504
 KL0504'DESCRIBED BY US GEOLOGICAL SURVEY 1926
 KL0504'IN REDSTONE.
 KL0504'AT REDSTONE, ABOUT 400 FEET NORTH OF REDSTONE INN, AT THE WEST EDGE OF
 KL0504'THE ROAD, AND IN THE TOP OF A RED SANDSTONE BOULDER MARKED US 7181.8
 KL0504'P.B.M.  A U.S. GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 72 1926.
 KL0504
 KL0504                          STATION RECOVERY (1995)
 KL0504
 KL0504'RECOVERY NOTE BY US POWER SQUADRON 1995
 KL0504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0142 ***********************************************************************
 KJ0142  DESIGNATION -  H 72
 KJ0142  PID         -  KJ0142
 KJ0142  STATE/COUNTY-  CO/YUMA
 KJ0142  USGS QUAD   -  ADLER CREEK (1968)
 KJ0142
 KJ0142                         *CURRENT SURVEY CONTROL
 KJ0142  ___________________________________________________________________
 KJ0142* NAD 83(1986)-  39 39 25.     (N)    102 34 27.     (W)     SCALED    
 KJ0142* NAVD 88     -      1271.759  (meters)    4172.43   (feet)  ADJUSTED  
 KJ0142  ___________________________________________________________________
 KJ0142  GEOID HEIGHT-         -22.06  (meters)                     GEOID03
 KJ0142  DYNAMIC HT  -        1270.687 (meters)    4168.91  (feet)  COMP
 KJ0142  MODELED GRAV-     979,739.1   (mgal)                       NAVD 88
 KJ0142
 KJ0142  VERT ORDER  -  SECOND    CLASS 0
 KJ0142
 KJ0142.The horizontal coordinates were scaled from a topographic map and have
 KJ0142.an estimated accuracy of +/- 6 seconds.
 KJ0142
 KJ0142.The orthometric height was determined by differential leveling
 KJ0142.and adjusted by the National Geodetic Survey in June 1991..
 KJ0142
 KJ0142.The geoid height was determined by GEOID03.
 KJ0142
 KJ0142.The dynamic height is computed by dividing the NAVD 88
 KJ0142.geopotential number by the normal gravity value computed on the
 KJ0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0142.degrees latitude (g = 980.6199 gals.).
 KJ0142
 KJ0142.The modeled gravity was interpolated from observed gravity values.
 KJ0142
 KJ0142;                    North         East    Units  Estimated Accuracy
 KJ0142;SPC CO N     -   344,870.    1,165,450.      MT  (+/- 180 meters Scaled)
 KJ0142
 KJ0142                          SUPERSEDED SURVEY CONTROL
 KJ0142
 KJ0142  NGVD 29 (??/??/92) 1271.197  (m)         4170.59   (f) ADJ UNCH    2 0
 KJ0142
 KJ0142.Superseded values are not recommended for survey control.
 KJ0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0142.See file dsdata.txt to determine how the superseded data were derived.
 KJ0142
 KJ0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD081924(NAD 83)
 KJ0142_MARKER: DB = BENCH MARK DISK
 KJ0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0142_STAMPING: H 72 1935
 KJ0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0142+STABILITY: SURFACE MOTION
 KJ0142
 KJ0142  HISTORY     - Date     Condition        Report By
 KJ0142  HISTORY     - 1935     MONUMENTED       CGS
 KJ0142  HISTORY     - 1942     GOOD             NGS
 KJ0142  HISTORY     - 1968     MARK NOT FOUND   USGS
 KJ0142
 KJ0142                          STATION DESCRIPTION
 KJ0142
 KJ0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KJ0142'5.6 MI E FROM JOES.
 KJ0142'5.6 MILES EAST ALONG U.S. HIGHWAY 36 FROM JOES, YUMA COUNTY, 0.3 MILE
 KJ0142'WEST OF A FARMHOUSE, AT A ROAD CROSSING, 60 FEET NORTH OF THE
 KJ0142'CENTERLINE OF THE HIGHWAY, 30 FEET WEST OF THE CENTERLINE OF THE ROAD,
 KJ0142'28 FEET NORTH OF A FENCE CORNER, 2.5 FEET NORTHEAST OF THE NORTH END
 KJ0142'OF A WIRE GATE, AND 1 FOOT EAST OF THE FENCE.  A STANDARD DISK,
 KJ0142'STAMPED H 72 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KJ0142
 KJ0142                          STATION RECOVERY (1968)
 KJ0142
 KJ0142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KJ0142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0155 ***********************************************************************
 KJ0155  DESIGNATION -  H 73
 KJ0155  PID         -  KJ0155
 KJ0155  STATE/COUNTY-  CO/YUMA
 KJ0155  USGS QUAD   -  JOES (1968)
 KJ0155
 KJ0155                         *CURRENT SURVEY CONTROL
 KJ0155  ___________________________________________________________________
 KJ0155* NAD 83(1986)-  39 40 14.     (N)    102 42 25.     (W)     SCALED    
 KJ0155* NAVD 88     -      1309.757  (meters)    4297.09   (feet)  ADJUSTED  
 KJ0155  ___________________________________________________________________
 KJ0155  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 KJ0155  DYNAMIC HT  -        1308.639 (meters)    4293.43  (feet)  COMP
 KJ0155  MODELED GRAV-     979,726.8   (mgal)                       NAVD 88
 KJ0155
 KJ0155  VERT ORDER  -  SECOND    CLASS 0
 KJ0155
 KJ0155.The horizontal coordinates were scaled from a topographic map and have
 KJ0155.an estimated accuracy of +/- 6 seconds.
 KJ0155
 KJ0155.The orthometric height was determined by differential leveling
 KJ0155.and adjusted by the National Geodetic Survey in June 1991..
 KJ0155
 KJ0155.The geoid height was determined by GEOID03.
 KJ0155
 KJ0155.The dynamic height is computed by dividing the NAVD 88
 KJ0155.geopotential number by the normal gravity value computed on the
 KJ0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0155.degrees latitude (g = 980.6199 gals.).
 KJ0155
 KJ0155.The modeled gravity was interpolated from observed gravity values.
 KJ0155
 KJ0155;                    North         East    Units  Estimated Accuracy
 KJ0155;SPC CO N     -   346,020.    1,154,020.      MT  (+/- 180 meters Scaled)
 KJ0155
 KJ0155                          SUPERSEDED SURVEY CONTROL
 KJ0155
 KJ0155  NGVD 29 (??/??/92) 1309.164  (m)         4295.15   (f) ADJ UNCH    2 0
 KJ0155
 KJ0155.Superseded values are not recommended for survey control.
 KJ0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0155.See file dsdata.txt to determine how the superseded data were derived.
 KJ0155
 KJ0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD966937(NAD 83)
 KJ0155_MARKER: DB = BENCH MARK DISK
 KJ0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0155_STAMPING: H 73 1935
 KJ0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0155+STABILITY: SURFACE MOTION
 KJ0155
 KJ0155  HISTORY     - Date     Condition        Report By
 KJ0155  HISTORY     - 1935     MONUMENTED       CGS
 KJ0155  HISTORY     - 1942     GOOD             NGS
 KJ0155
 KJ0155                          STATION DESCRIPTION
 KJ0155
 KJ0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KJ0155'1.6 MI W FROM JOES.
 KJ0155'1.6 MILES WEST ALONG U.S. HIGHWAY 36 FROM JOES, YUMA COUNTY, THENCE
 KJ0155'1.0 MILE NORTH ALONG STATE HIGHWAY 59, 0.3 MILE WEST OF A RANCH HOUSE,
 KJ0155'AT A ROAD INTERSECTION, 55 FEET EAST OF THE CENTERLINE OF THE
 KJ0155'HIGHWAY, 25 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 30 FEET
 KJ0155'EAST OF A FENCE CORNER.  A STANDARD DISK, STAMPED H 73 1935 AND SET
 KJ0155'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0114 ***********************************************************************
 KJ0114  DESIGNATION -  H 74
 KJ0114  PID         -  KJ0114
 KJ0114  STATE/COUNTY-  CO/KIT CARSON
 KJ0114  USGS QUAD   -  SOUTH OF SEIBERT (1969)
 KJ0114
 KJ0114                         *CURRENT SURVEY CONTROL
 KJ0114  ___________________________________________________________________
 KJ0114* NAD 83(1986)-  39 12 52.     (N)    102 52 28.     (W)     SCALED    
 KJ0114* NAVD 88     -      1451.521  (meters)    4762.20   (feet)  ADJUSTED  
 KJ0114  ___________________________________________________________________
 KJ0114  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 KJ0114  DYNAMIC HT  -        1450.173 (meters)    4757.78  (feet)  COMP
 KJ0114  MODELED GRAV-     979,647.7   (mgal)                       NAVD 88
 KJ0114
 KJ0114  VERT ORDER  -  SECOND    CLASS 0
 KJ0114
 KJ0114.The horizontal coordinates were scaled from a topographic map and have
 KJ0114.an estimated accuracy of +/- 6 seconds.
 KJ0114
 KJ0114.The orthometric height was determined by differential leveling
 KJ0114.and adjusted by the National Geodetic Survey in June 1991..
 KJ0114
 KJ0114.The geoid height was determined by GEOID03.
 KJ0114
 KJ0114.The dynamic height is computed by dividing the NAVD 88
 KJ0114.geopotential number by the normal gravity value computed on the
 KJ0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0114.degrees latitude (g = 980.6199 gals.).
 KJ0114
 KJ0114.The modeled gravity was interpolated from observed gravity values.
 KJ0114
 KJ0114;                    North         East    Units  Estimated Accuracy
 KJ0114;SPC CO C     -   461,390.    1,141,110.      MT  (+/- 180 meters Scaled)
 KJ0114
 KJ0114                          SUPERSEDED SURVEY CONTROL
 KJ0114
 KJ0114  NGVD 29 (??/??/92) 1450.872  (m)         4760.07   (f) ADJ UNCH    2 0
 KJ0114
 KJ0114.Superseded values are not recommended for survey control.
 KJ0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0114.See file dsdata.txt to determine how the superseded data were derived.
 KJ0114
 KJ0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD835427(NAD 83)
 KJ0114_MARKER: DB = BENCH MARK DISK
 KJ0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0114_STAMPING: H 74 1935
 KJ0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0114+STABILITY: SURFACE MOTION
 KJ0114
 KJ0114  HISTORY     - Date     Condition        Report By
 KJ0114  HISTORY     - 1935     MONUMENTED       CGS
 KJ0114
 KJ0114                          STATION DESCRIPTION
 KJ0114
 KJ0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KJ0114'6.1 MI S FROM SEIBERT.
 KJ0114'6.1 MILES SOUTH ALONG STATE HIGHWAY 59 FROM SEIBERT, KIT CARSON
 KJ0114'COUNTY, AT A ROAD INTERSECTION, 51 FEET EAST OF THE CENTERLINE OF
 KJ0114'THE HIGHWAY, 31 FEET NORTH OF THE CENTERLINE OF THE ROAD, 18 FEET
 KJ0114'EAST OF A FENCE CORNER, AND 1 FOOT SOUTH OF THE FENCE.  A STANDARD
 KJ0114'DISK, STAMPED H 74 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0255 ***********************************************************************
 KM0255  DESIGNATION -  H 74=SAGE
 KM0255  PID         -  KM0255
 KM0255  STATE/COUNTY-  CO/GARFIELD
 KM0255  USGS QUAD   -  CUTOFF GULCH (1973)
 KM0255
 KM0255                         *CURRENT SURVEY CONTROL
 KM0255  ___________________________________________________________________
 KM0255* NAD 83(1992)-  39 39 12.54068(N)    108 10 42.27599(W)     ADJUSTED  
 KM0255* NAVD 88     -      2564.07   (+/-2cm)    8412.3    (feet)  VERTCON   
 KM0255  ___________________________________________________________________
 KM0255  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 KM0255  GEOID HEIGHT-         -15.78  (meters)                     GEOID03
 KM0255
 KM0255  HORZ ORDER  -  THIRD
 KM0255  VERT ORDER  -  THIRD ? (See Below)
 KM0255
 KM0255.The horizontal coordinates were established by classical geodetic methods
 KM0255.and adjusted by the National Geodetic Survey in January 1993..
 KM0255
 KM0255.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0255.The vertical order pertains to the NGVD 29 superseded value.
 KM0255
 KM0255.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0255
 KM0255.The geoid height was determined by GEOID03.
 KM0255
 KM0255;                    North         East     Units Scale Factor Converg.
 KM0255;SPC CO C     -   510,244.311   684,567.515   MT  0.99998233   -1 41 21.3
 KM0255;SPC CO C     - 1,674,026.54  2,245,951.92   sFT  0.99998233   -1 41 21.3
 KM0255;UTM  12      - 4,393,103.952   742,081.439   MT  1.00032156   +1 48 05.2
 KM0255
 KM0255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0255!SPC CO C     -   0.99960037  x   0.99998233  =   0.99958271
 KM0255!UTM  12      -   0.99960037  x   1.00032156  =   0.99992181
 KM0255
 KM0255:                Primary Azimuth Mark                     Grid Az
 KM0255:SPC CO C     -  STORY                                    088 22 02.3
 KM0255:UTM  12      -  STORY                                    084 52 35.8
 KM0255
 KM0255|---------------------------------------------------------------------|
 KM0255| PID    Reference Object                     Distance      Geod. Az  |
 KM0255|                                                           dddmmss.s |
 KM0255| KM0251 STORY                               APPROX.11.8 KM 0864041.0 |
 KM0255|---------------------------------------------------------------------|
 KM0255
 KM0255                          SUPERSEDED SURVEY CONTROL
 KM0255
 KM0255  NAD 83(1986)-  39 39 12.53438(N)    108 10 42.26944(W) AD(       ) 3
 KM0255  NAD 27      -  39 39 12.61792(N)    108 10 39.99320(W) AD(       ) 3
 KM0255  NGVD 29 (07/19/86) 2562.68   (m)         8407.7    (f) LEVELING    3  
 KM0255
 KM0255.Superseded values are not recommended for survey control.
 KM0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0255.See file dsdata.txt to determine how the superseded data were derived.
 KM0255
 KM0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ4208193104(NAD 83)
 KM0255_MARKER: DD = SURVEY DISK
 KM0255_SETTING: 0 = UNSPECIFIED SETTING
 KM0255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0255
 KM0255  HISTORY     - Date     Condition        Report By
 KM0255  HISTORY     - 1925     MONUMENTED       USGS
 KM0255
 KM0255                          STATION DESCRIPTION
 KM0255
 KM0255'DESCRIBED BY US GEOLOGICAL SURVEY 1925
 KM0255'LOCATED ON SAGE BRUSH SUMMIT ON DIVIDE BETWEEN PARACHUTE AND
 KM0255'PICEANCE CREEKS, ABOUT 300 FT. N. OF E-W. FENCE AND ABOUT 400 FT. N.
 KM0255'OF RIDGE TRAIL.
 KM0255'
 KM0255'STATION MARK--STANDARD BRONZE TABLET, CEMENTED IN TOP OF ZINC CONE,
 KM0255'STAMPED ---74 H 1925---, SET FLUSH WITH GROUND.
 KM0255'
 KM0255'REFERENCE MARK--N. CORNER SECS. 4 AND 5, T 5 S, R 96 W, 1,650 FT.
 KM0255'FROM STATION MARK, N 60 DEG 48 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0311 ***********************************************************************
 HK0311  DESIGNATION -  H 75
 HK0311  PID         -  HK0311
 HK0311  STATE/COUNTY-  CO/COSTILLA
 HK0311  USGS QUAD   -  BLANCA (1982)
 HK0311
 HK0311                         *CURRENT SURVEY CONTROL
 HK0311  ___________________________________________________________________
 HK0311* NAD 83(1986)-  37 26 14.     (N)    105 33 03.     (W)     SCALED    
 HK0311* NAVD 88     -      2346.368  (meters)    7698.04   (feet)  POSTED    
 HK0311  ___________________________________________________________________
 HK0311  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 HK0311  DYNAMIC HT  -        2343.250 (meters)    7687.81  (feet)  COMP
 HK0311  MODELED GRAV-     979,217.0   (mgal)                       NAVD 88
 HK0311
 HK0311  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 HK0311
 HK0311.The horizontal coordinates were scaled from a topographic map and have
 HK0311.an estimated accuracy of +/- 6 seconds.
 HK0311
 HK0311.The orthometric height was determined by differential leveling
 HK0311.and adjusted by the National Geodetic Survey in 1992..
 HK0311.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 HK0311.rate of 4.1 thru 8.0 mm/km.
 HK0311
 HK0311.The geoid height was determined by GEOID03.
 HK0311
 HK0311.The dynamic height is computed by dividing the NAVD 88
 HK0311.geopotential number by the normal gravity value computed on the
 HK0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0311.degrees latitude (g = 980.6199 gals.).
 HK0311
 HK0311.The modeled gravity was interpolated from observed gravity values.
 HK0311
 HK0311;                    North         East    Units  Estimated Accuracy
 HK0311;SPC CO S     -   390,320.      909,900.      MT  (+/- 180 meters Scaled)
 HK0311
 HK0311                          SUPERSEDED SURVEY CONTROL
 HK0311
 HK0311  NGVD 29 (??/??/92) 2345.045  (m)         7693.70   (f) ADJ UNCH    2 0
 HK0311
 HK0311.Superseded values are not recommended for survey control.
 HK0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0311.See file dsdata.txt to determine how the superseded data were derived.
 HK0311
 HK0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB512435(NAD 83)
 HK0311_MARKER: DB = BENCH MARK DISK
 HK0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0311_STAMPING: H 75 1934
 HK0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0311+STABILITY: SURFACE MOTION
 HK0311
 HK0311  HISTORY     - Date     Condition        Report By
 HK0311  HISTORY     - 1934     MONUMENTED       CGS
 HK0311  HISTORY     - 1938     GOOD             NGS
 HK0311
 HK0311                          STATION DESCRIPTION
 HK0311
 HK0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HK0311'2 MI W FROM BLANCA.
 HK0311'2.0 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 HK0311'FROM BLANCA, 9 FEET WEST OF POLE 1956, 30 FEET SOUTH OF THE CENTER
 HK0311'LINE OF A ROAD, AND ABOUT 113 FEET SOUTH OF THE CENTER LINE OF THE
 HK0311'TRACK, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0010 ***********************************************************************
 JK0010  DESIGNATION -  H 77
 JK0010  PID         -  JK0010
 JK0010  STATE/COUNTY-  CO/EL PASO
 JK0010  USGS QUAD   -  RUSH (1973)
 JK0010
 JK0010                         *CURRENT SURVEY CONTROL
 JK0010  ___________________________________________________________________
 JK0010* NAD 83(1986)-  38 50 23.     (N)    104 06 38.     (W)     SCALED    
 JK0010* NAVD 88     -      1851.301  (meters)    6073.81   (feet)  ADJUSTED  
 JK0010  ___________________________________________________________________
 JK0010  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 JK0010  DYNAMIC HT  -        1849.330 (meters)    6067.34  (feet)  COMP
 JK0010  MODELED GRAV-     979,497.1   (mgal)                       NAVD 88
 JK0010
 JK0010  VERT ORDER  -  SECOND    CLASS 0
 JK0010
 JK0010.The horizontal coordinates were scaled from a topographic map and have
 JK0010.an estimated accuracy of +/- 6 seconds.
 JK0010
 JK0010.The orthometric height was determined by differential leveling
 JK0010.and adjusted by the National Geodetic Survey in June 1991..
 JK0010
 JK0010.The geoid height was determined by GEOID03.
 JK0010
 JK0010.The dynamic height is computed by dividing the NAVD 88
 JK0010.geopotential number by the normal gravity value computed on the
 JK0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0010.degrees latitude (g = 980.6199 gals.).
 JK0010
 JK0010.The modeled gravity was interpolated from observed gravity values.
 JK0010
 JK0010;                    North         East    Units  Estimated Accuracy
 JK0010;SPC CO C     -   417,440.    1,035,020.      MT  (+/- 180 meters Scaled)
 JK0010
 JK0010                          SUPERSEDED SURVEY CONTROL
 JK0010
 JK0010  NGVD 29 (??/??/92) 1850.344  (m)         6070.67   (f) ADJ UNCH    2 0
 JK0010
 JK0010.Superseded values are not recommended for survey control.
 JK0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0010.See file dsdata.txt to determine how the superseded data were derived.
 JK0010
 JK0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC771993(NAD 83)
 JK0010_MARKER: DB = BENCH MARK DISK
 JK0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0010_STAMPING: H 77 1935
 JK0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0010+STABILITY: SURFACE MOTION
 JK0010
 JK0010  HISTORY     - Date     Condition        Report By
 JK0010  HISTORY     - 1935     MONUMENTED       CGS
 JK0010  HISTORY     - 1973     GOOD             NGS
 JK0010  HISTORY     - 1985     MARK NOT FOUND   NGS
 JK0010
 JK0010                          STATION DESCRIPTION
 JK0010
 JK0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 JK0010'6 MI E FROM YODER.
 JK0010'6.0 MILES EAST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE AT
 JK0010'YODER, 0.2 MILE WEST OF A FARMHOUSE, NEAR A WINDMILL, 48 FEET SOUTH
 JK0010'OF THE CENTERLINE OF THE HIGHWAY, 18 FEET SOUTH OF A FENCE CORNER,
 JK0010'AND 1 FOOT EAST OF A FENCE.  A STANDARD DISK, STAMPED H 77 1935 AND
 JK0010'SET IN THE TOP OF A CONCRETE POST.  NOTE - 1 MILE WEST OF THE RUSH,
 JK0010'COLO. POST OFFICE, 39 FEET WEST AND 78 FEET SOUTH OF THE CENTER OF
 JK0010'THE HWY, AT FENCE SOUTH.
 JK0010
 JK0010                          STATION RECOVERY (1985)
 JK0010
 JK0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JK0010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0366 ***********************************************************************
 JJ0366  DESIGNATION -  H 79
 JJ0366  PID         -  JJ0366
 JJ0366  STATE/COUNTY-  CO/LINCOLN
 JJ0366  USGS QUAD   -  BARREL SPRINGS DRAW (1978)
 JJ0366
 JJ0366                         *CURRENT SURVEY CONTROL
 JJ0366  ___________________________________________________________________
 JJ0366* NAD 83(1986)-  38 44 51.     (N)    103 16 27.     (W)     SCALED    
 JJ0366* NAVD 88     -      1405.536  (meters)    4611.33   (feet)  ADJUSTED  
 JJ0366  ___________________________________________________________________
 JJ0366  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 JJ0366  DYNAMIC HT  -        1404.158 (meters)    4606.81  (feet)  COMP
 JJ0366  MODELED GRAV-     979,598.7   (mgal)                       NAVD 88
 JJ0366
 JJ0366  VERT ORDER  -  SECOND    CLASS 0
 JJ0366
 JJ0366.The horizontal coordinates were scaled from a topographic map and have
 JJ0366.an estimated accuracy of +/- 6 seconds.
 JJ0366
 JJ0366.The orthometric height was determined by differential leveling
 JJ0366.and adjusted by the National Geodetic Survey in June 1991..
 JJ0366
 JJ0366.The geoid height was determined by GEOID03.
 JJ0366
 JJ0366.The dynamic height is computed by dividing the NAVD 88
 JJ0366.geopotential number by the normal gravity value computed on the
 JJ0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0366.degrees latitude (g = 980.6199 gals.).
 JJ0366
 JJ0366.The modeled gravity was interpolated from observed gravity values.
 JJ0366
 JJ0366;                    North         East    Units  Estimated Accuracy
 JJ0366;SPC CO C     -   408,650.    1,107,870.      MT  (+/- 180 meters Scaled)
 JJ0366
 JJ0366                          SUPERSEDED SURVEY CONTROL
 JJ0366
 JJ0366  NGVD 29 (??/??/92) 1404.843  (m)         4609.06   (f) ADJ UNCH    2 0
 JJ0366
 JJ0366.Superseded values are not recommended for survey control.
 JJ0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0366.See file dsdata.txt to determine how the superseded data were derived.
 JJ0366
 JJ0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC499901(NAD 83)
 JJ0366_MARKER: DB = BENCH MARK DISK
 JJ0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0366_STAMPING: H 79 1935
 JJ0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0366+STABILITY: SURFACE MOTION
 JJ0366
 JJ0366  HISTORY     - Date     Condition        Report By
 JJ0366  HISTORY     - 1935     MONUMENTED       CGS
 JJ0366  HISTORY     - 1941     GOOD             NGS
 JJ0366
 JJ0366                          STATION DESCRIPTION
 JJ0366
 JJ0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0366'13.9 MI S FROM BOYERO.
 JJ0366'TO REACH FROM THE POST OFFICE IN BOYERO--GO 1.0 MILE SOUTHERLY
 JJ0366'ALONG STATE HIGHWAY NO.63 TO THE INTERSECTION OF STATE HIGHWAY
 JJ0366'NO.94, THENCE, CONTINUE 12.9 MILES SOUTHERLY ALONG STATE HIGHWAY
 JJ0366'NO.63 TO THE SITE OF BENCH MARK.  BENCH MARK IS AT A JOG IN
 JJ0366'RIGHT-OF-WAY FENCE, 34.0 FEET EAST OF AND ABOUT THE SAME ELEVATION
 JJ0366'AS THE CENTERLINE OF THE HIGHWAY.  IT IS IN LINE WITH SECTION LINE
 JJ0366'FENCE LEADING WEST ON THE WEST SIDE OF HIGHWAY, 8.0 FEET SOUTH OF
 JJ0366'SOUTH GATE POST, 3.0 FEET NORTH OF A 4X4-INCH WOODEN MARKER POST
 JJ0366'AND 1.5 FEET EAST OF FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0106 ***********************************************************************
 JL0106  DESIGNATION -  H 8
 JL0106  PID         -  JL0106
 JL0106  STATE/COUNTY-  CO/SAGUACHE
 JL0106  USGS QUAD   -  SARGENTS (1964)
 JL0106
 JL0106                         *CURRENT SURVEY CONTROL
 JL0106  ___________________________________________________________________
 JL0106* NAD 83(1986)-  38 24 17.     (N)    106 24 48.     (W)     SCALED    
 JL0106* NAVD 88     -      2585.351  (meters)    8482.11   (feet)  ADJUSTED  
 JL0106  ___________________________________________________________________
 JL0106  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 JL0106  DYNAMIC HT  -        2581.979 (meters)    8471.04  (feet)  COMP
 JL0106  MODELED GRAV-     979,231.2   (mgal)                       NAVD 88
 JL0106
 JL0106  VERT ORDER  -  FIRST     CLASS II
 JL0106
 JL0106.The horizontal coordinates were scaled from a topographic map and have
 JL0106.an estimated accuracy of +/- 6 seconds.
 JL0106
 JL0106.The orthometric height was determined by differential leveling
 JL0106.and adjusted by the National Geodetic Survey in June 1991..
 JL0106
 JL0106.The geoid height was determined by GEOID03.
 JL0106
 JL0106.The dynamic height is computed by dividing the NAVD 88
 JL0106.geopotential number by the normal gravity value computed on the
 JL0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0106.degrees latitude (g = 980.6199 gals.).
 JL0106
 JL0106.The modeled gravity was interpolated from observed gravity values.
 JL0106
 JL0106;                    North         East    Units  Estimated Accuracy
 JL0106;SPC CO S     -   498,090.      834,630.      MT  (+/- 180 meters Scaled)
 JL0106
 JL0106                          SUPERSEDED SURVEY CONTROL
 JL0106
 JL0106  NGVD 29 (??/??/92) 2583.682  (m)         8476.63   (f) ADJ UNCH    1 2
 JL0106
 JL0106.Superseded values are not recommended for survey control.
 JL0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0106.See file dsdata.txt to determine how the superseded data were derived.
 JL0106
 JL0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC765516(NAD 83)
 JL0106_MARKER: DB = BENCH MARK DISK
 JL0106_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JL0106_STAMPING: 8476.630 H 8 1926
 JL0106_MARK LOGO: CGS   
 JL0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0106+STABILITY: SURFACE MOTION
 JL0106
 JL0106  HISTORY     - Date     Condition        Report By
 JL0106  HISTORY     - 1926     MONUMENTED       CGS
 JL0106  HISTORY     - 1962     GOOD             USFS
 JL0106  HISTORY     - 1984     GOOD             NGS
 JL0106
 JL0106                          STATION DESCRIPTION
 JL0106
 JL0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 JL0106'0.2 MI E FROM SARGENTS.
 JL0106'0.2 MILE EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JL0106'THE STATION AT SARGENTS, SAGUACHE COUNTY, 450 FEET WEST OF MILEPOST
 JL0106'D-257, 18 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, IN THE WEST
 JL0106'END OF THE CONCRETE FOUNDATION OF THE COAL CHUTES, AND 1 FOOT HIGHER
 JL0106'THAN THE GROUND.  A STANDARD DISK, STAMPED 8476.630 H 8 1926.
 JL0106
 JL0106                          STATION RECOVERY (1962)
 JL0106
 JL0106'RECOVERY NOTE BY US FOREST SERVICE 1962
 JL0106'RECOVERED IN GOOD CONDITION.
 JL0106
 JL0106                          STATION RECOVERY (1984)
 JL0106
 JL0106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0106'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN SARGENTS,
 JL0106'AT 184 MARSHALL STREET, IN THE WEST END OF A CONCRETE FOUNDATION OF AN
 JL0106'ABANDONED COAL CHUTE, 37.5 M (123.0 FT) SOUTH-SOUTHEAST OF THE
 JL0106'SOUTHEAST CORNER OF THE RESIDENCE AT 184 MARSHALL STREET, 20.4 M
 JL0106'(66.9 FT) SOUTH OF THE CENTERLINE OF THE STREET, AND 0.2 M (0.7 FT)
 JL0106'EAST OF THE WEST END OF THE FOUNDATION.
 JL0106'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JL0106'THE MARK IS 0.3 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0522 ***********************************************************************
 JJ0522  DESIGNATION -  H 80
 JJ0522  PID         -  JJ0522
 JJ0522  STATE/COUNTY-  CO/CROWLEY
 JJ0522  USGS QUAD   -  LAKE HENRY (1978)
 JJ0522
 JJ0522                         *CURRENT SURVEY CONTROL
 JJ0522  ___________________________________________________________________
 JJ0522* NAD 83(1986)-  38 16 28.     (N)    103 44 55.     (W)     SCALED    
 JJ0522* NAVD 88     -      1347.201  (meters)    4419.94   (feet)  ADJUSTED  
 JJ0522  ___________________________________________________________________
 JJ0522  GEOID HEIGHT-         -21.45  (meters)                     GEOID03
 JJ0522  DYNAMIC HT  -        1345.849 (meters)    4415.51  (feet)  COMP
 JJ0522  MODELED GRAV-     979,578.4   (mgal)                       NAVD 88
 JJ0522
 JJ0522  VERT ORDER  -  SECOND    CLASS 0
 JJ0522
 JJ0522.The horizontal coordinates were scaled from a topographic map and have
 JJ0522.an estimated accuracy of +/- 6 seconds.
 JJ0522
 JJ0522.The orthometric height was determined by differential leveling
 JJ0522.and adjusted by the National Geodetic Survey in June 1991..
 JJ0522
 JJ0522.The geoid height was determined by GEOID03.
 JJ0522
 JJ0522.The dynamic height is computed by dividing the NAVD 88
 JJ0522.geopotential number by the normal gravity value computed on the
 JJ0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0522.degrees latitude (g = 980.6199 gals.).
 JJ0522
 JJ0522.The modeled gravity was interpolated from observed gravity values.
 JJ0522
 JJ0522;                    North         East    Units  Estimated Accuracy
 JJ0522;SPC CO S     -   484,680.    1,067,640.      MT  (+/- 180 meters Scaled)
 JJ0522
 JJ0522                          SUPERSEDED SURVEY CONTROL
 JJ0522
 JJ0522  NGVD 29 (??/??/92) 1346.506  (m)         4417.66   (f) ADJ UNCH    2 0
 JJ0522
 JJ0522.Superseded values are not recommended for survey control.
 JJ0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0522.See file dsdata.txt to determine how the superseded data were derived.
 JJ0522
 JJ0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC094370(NAD 83)
 JJ0522_MARKER: DB = BENCH MARK DISK
 JJ0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0522_STAMPING: H 80 1935
 JJ0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0522+STABILITY: SURFACE MOTION
 JJ0522
 JJ0522  HISTORY     - Date     Condition        Report By
 JJ0522  HISTORY     - 1935     MONUMENTED       CGS
 JJ0522  HISTORY     - 1941     GOOD             NGS
 JJ0522
 JJ0522                          STATION DESCRIPTION
 JJ0522
 JJ0522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0522'4.5 MI N FROM ORDWAY.
 JJ0522'TO REACH FROM THE POST OFFICE AT ORDWAY-- GO 0.5 OF A MILE EAST ALONG
 JJ0522'HWY. 96 TO JCT. WITH HWY 71, THENCE, TURN LEFT, GO 4.0 MILES NORTH
 JJ0522'ALONG HWY. 71 TO SITE OF BENCH MARK.  BENCH MARK IS 0.3 OF A
 JJ0522'MILE SOUTH OF A WOODEN BRIDGE, DUE WEST OF A WINDMILL, 6.0 FEET
 JJ0522'EAST OF A FENCE LINE, 60.0 FEET WEST OF AND APPROXIMATELY 1.0
 JJ0522'FOOT ABOVE THE CENTERLINE OF THE HWY.  A STD. DISK SET IN A CONCRETE
 JJ0522'POST, PROJECTING, 8.0 INCHES ABOVE THE GROUND, 3.0 FEET EAST OF
 JJ0522'A WHITE, WOODEN, 4X4-INCH MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0259 ***********************************************************************
 KM0259  DESIGNATION -  H 80=SANDSTONE
 KM0259  PID         -  KM0259
 KM0259  STATE/COUNTY-  CO/GARFIELD
 KM0259  USGS QUAD   -  BULL FORK (1973)
 KM0259
 KM0259                         *CURRENT SURVEY CONTROL
 KM0259  ___________________________________________________________________
 KM0259* NAD 83(1992)-  39 39 43.74628(N)    108 22 30.72710(W)     ADJUSTED  
 KM0259* NAVD 88     -      2603.14   (+/-2cm)    8540.5    (feet)  VERTCON   
 KM0259  ___________________________________________________________________
 KM0259  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 KM0259  GEOID HEIGHT-         -15.80  (meters)                     GEOID03
 KM0259
 KM0259  HORZ ORDER  -  THIRD
 KM0259  VERT ORDER  -  THIRD ? (See Below)
 KM0259
 KM0259.The horizontal coordinates were established by classical geodetic methods
 KM0259.and adjusted by the National Geodetic Survey in January 1993..
 KM0259
 KM0259.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0259.The vertical order pertains to the NGVD 29 superseded value.
 KM0259
 KM0259.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0259
 KM0259.The geoid height was determined by GEOID03.
 KM0259
 KM0259;                    North         East     Units Scale Factor Converg.
 KM0259;SPC CO C     -   511,722.382   667,716.698   MT  0.99998380   -1 48 48.1
 KM0259;SPC CO C     - 1,678,875.85  2,190,667.20   sFT  0.99998380   -1 48 48.1
 KM0259;SPC CO N     -   345,308.966   667,712.463   MT  1.00000925   -1 51 28.0
 KM0259;SPC CO N     - 1,132,901.17  2,190,653.31   sFT  1.00000925   -1 51 28.0
 KM0259;UTM  12      - 4,393,553.620   725,167.006   MT  1.00022424   +1 40 33.6
 KM0259
 KM0259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0259!SPC CO C     -   0.99959425  x   0.99998380  =   0.99957806
 KM0259!SPC CO N     -   0.99959425  x   1.00000925  =   0.99960350
 KM0259!UTM  12      -   0.99959425  x   1.00022424  =   0.99981840
 KM0259
 KM0259:                Primary Azimuth Mark                     Grid Az
 KM0259:SPC CO C     -  H 77=LODGE                               127 17 46.1
 KM0259:SPC CO N     -  H 77=LODGE                               127 20 26.0
 KM0259:UTM  12      -  H 77=LODGE                               123 48 24.4
 KM0259
 KM0259|---------------------------------------------------------------------|
 KM0259| PID    Reference Object                     Distance      Geod. Az  |
 KM0259|                                                           dddmmss.s |
 KM0259| KM0261 H 77=LODGE                          APPROX. 9.1 KM 1252858.0 |
 KM0259|---------------------------------------------------------------------|
 KM0259
 KM0259                          SUPERSEDED SURVEY CONTROL
 KM0259
 KM0259  NAD 83(1986)-  39 39 43.74052(N)    108 22 30.72121(W) AD(       ) 3
 KM0259  NAD 27      -  39 39 43.82733(N)    108 22 28.40377(W) AD(       ) 3
 KM0259  NGVD 29 (07/19/86) 2601.75   (m)         8535.9    (f) LEVELING    3  
 KM0259
 KM0259.Superseded values are not recommended for survey control.
 KM0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0259.See file dsdata.txt to determine how the superseded data were derived.
 KM0259
 KM0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ2516793554(NAD 83)
 KM0259_MARKER: DD = SURVEY DISK
 KM0259_SETTING: 66 = SET IN ROCK OUTCROP
 KM0259_SP_SET: SET IN ROCK OUTCROP
 KM0259_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0259+STABILITY: POSITION/ELEVATION WELL
 KM0259
 KM0259  HISTORY     - Date     Condition        Report By
 KM0259  HISTORY     - 1925     MONUMENTED       USGS
 KM0259
 KM0259                          STATION DESCRIPTION
 KM0259
 KM0259'DESCRIBED BY US GEOLOGICAL SURVEY 1925
 KM0259'LOCATED ON A SAGE BRUSH SUMMIT ON DIVIDE BETWEEN ROAN AND PICEANCE
 KM0259'CREEKS, THE S. END OF SUMMIT IS BENDED BY A SANDSTONE OUTCROP AND
 KM0259'THE RIDGE TRAIL PASSES JUST BELOW OUTCROP.
 KM0259'
 KM0259'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---1925 H-80---,
 KM0259'CEMENTED IN SANDSTONE ROCK, SET FLUSH WITH THE GROUND.
 KM0259'
 KM0259'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0597 ***********************************************************************
 JJ0597  DESIGNATION -  H 81
 JJ0597  PID         -  JJ0597
 JJ0597  STATE/COUNTY-  CO/LINCOLN
 JJ0597  USGS QUAD   -  PUNKIN CENTER NW (1978)
 JJ0597
 JJ0597                         *CURRENT SURVEY CONTROL
 JJ0597  ___________________________________________________________________
 JJ0597* NAD 83(1986)-  38 53 44.     (N)    103 42 02.     (W)     SCALED    
 JJ0597* NAVD 88     -      1604.795  (meters)    5265.06   (feet)  ADJUSTED  
 JJ0597  ___________________________________________________________________
 JJ0597  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 JJ0597  DYNAMIC HT  -        1603.183 (meters)    5259.78  (feet)  COMP
 JJ0597  MODELED GRAV-     979,566.8   (mgal)                       NAVD 88
 JJ0597
 JJ0597  VERT ORDER  -  SECOND    CLASS 0
 JJ0597
 JJ0597.The horizontal coordinates were scaled from a topographic map and have
 JJ0597.an estimated accuracy of +/- 6 seconds.
 JJ0597
 JJ0597.The orthometric height was determined by differential leveling
 JJ0597.and adjusted by the National Geodetic Survey in June 1991..
 JJ0597
 JJ0597.The geoid height was determined by GEOID03.
 JJ0597
 JJ0597.The dynamic height is computed by dividing the NAVD 88
 JJ0597.geopotential number by the normal gravity value computed on the
 JJ0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0597.degrees latitude (g = 980.6199 gals.).
 JJ0597
 JJ0597.The modeled gravity was interpolated from observed gravity values.
 JJ0597
 JJ0597;                    North         East    Units  Estimated Accuracy
 JJ0597;SPC CO C     -   424,260.    1,070,490.      MT  (+/- 180 meters Scaled)
 JJ0597
 JJ0597                          SUPERSEDED SURVEY CONTROL
 JJ0597
 JJ0597  NGVD 29 (??/??/92) 1604.003  (m)         5262.47   (f) ADJ UNCH    2 0
 JJ0597
 JJ0597.Superseded values are not recommended for survey control.
 JJ0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0597.See file dsdata.txt to determine how the superseded data were derived.
 JJ0597
 JJ0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD126059(NAD 83)
 JJ0597_MARKER: DB = BENCH MARK DISK
 JJ0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0597_STAMPING: H 81 1935
 JJ0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0597+STABILITY: SURFACE MOTION
 JJ0597
 JJ0597  HISTORY     - Date     Condition        Report By
 JJ0597  HISTORY     - 1935     MONUMENTED       CGS
 JJ0597  HISTORY     - 1974     MARK NOT FOUND   USGS
 JJ0597
 JJ0597                          STATION DESCRIPTION
 JJ0597
 JJ0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JJ0597'16 MI N FROM FORDER.
 JJ0597'16.0 MI N OF FORDER P.O., ALONG ST. HWY 71, ABOUT 200 YDS. N. OF THE
 JJ0597'CENTER LINE OF A BRIDGE, ABOUT 29 FT. N. OF THE CENTER LINE OF A T
 JJ0597'ROAD E., ABOUT 70 FT. E. OF THE CENTER LINE OF THE HWY. AND 44 FT.
 JJ0597'E. AND 1 FT. S. OF A FENCE CORNER.
 JJ0597
 JJ0597                          STATION RECOVERY (1974)
 JJ0597
 JJ0597'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0597'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0253 ***********************************************************************
 JJ0253  DESIGNATION -  H 82
 JJ0253  PID         -  JJ0253
 JJ0253  STATE/COUNTY-  CO/KIOWA
 JJ0253  USGS QUAD   -  CHIVINGTON (1968)
 JJ0253
 JJ0253                         *CURRENT SURVEY CONTROL
 JJ0253  ___________________________________________________________________
 JJ0253* NAD 83(1986)-  38 26 23.     (N)    102 34 38.     (W)     SCALED    
 JJ0253* NAVD 88     -      1199.438  (meters)    3935.16   (feet)  ADJUSTED  
 JJ0253  ___________________________________________________________________
 JJ0253  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 JJ0253  DYNAMIC HT  -        1198.319 (meters)    3931.48  (feet)  COMP
 JJ0253  MODELED GRAV-     979,653.7   (mgal)                       NAVD 88
 JJ0253
 JJ0253  VERT ORDER  -  SECOND    CLASS 0
 JJ0253
 JJ0253.The horizontal coordinates were scaled from a topographic map and have
 JJ0253.an estimated accuracy of +/- 6 seconds.
 JJ0253
 JJ0253.The orthometric height was determined by differential leveling
 JJ0253.and adjusted by the National Geodetic Survey in June 1991..
 JJ0253
 JJ0253.The geoid height was determined by GEOID03.
 JJ0253
 JJ0253.The dynamic height is computed by dividing the NAVD 88
 JJ0253.geopotential number by the normal gravity value computed on the
 JJ0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0253.degrees latitude (g = 980.6199 gals.).
 JJ0253
 JJ0253.The modeled gravity was interpolated from observed gravity values.
 JJ0253
 JJ0253;                    North         East    Units  Estimated Accuracy
 JJ0253;SPC CO S     -   505,580.    1,169,540.      MT  (+/- 180 meters Scaled)
 JJ0253
 JJ0253                          SUPERSEDED SURVEY CONTROL
 JJ0253
 JJ0253  NGVD 29 (??/??/92) 1198.909  (m)         3933.42   (f) ADJ UNCH    2 0
 JJ0253
 JJ0253.Superseded values are not recommended for survey control.
 JJ0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0253.See file dsdata.txt to determine how the superseded data were derived.
 JJ0253
 JJ0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC114573(NAD 83)
 JJ0253_MARKER: DB = BENCH MARK DISK
 JJ0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0253_STAMPING: H 82 1935
 JJ0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0253+STABILITY: SURFACE MOTION
 JJ0253
 JJ0253  HISTORY     - Date     Condition        Report By
 JJ0253  HISTORY     - 1935     MONUMENTED       CGS
 JJ0253  HISTORY     - 1941     GOOD             NGS
 JJ0253
 JJ0253                          STATION DESCRIPTION
 JJ0253
 JJ0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0253'11.8 MI E FROM EADS.
 JJ0253'TO REACH BENCH MARK FROM THE RAILROAD STATION AT EADS, GO 11.8
 JJ0253'MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD TO SITE OF BENCH
 JJ0253'MARK.  BENCH MARK IS 80.0 FEET SOUTHWEST OF MILE POLE 774,
 JJ0253'90.0 FEET EAST OF A DOUBLE PIPE CULVERT, 50.0 FEET SOUTH OF AND
 JJ0253'ABOUT 3.0 FEET BELOW THE CENTERLINE OF THE RAILROAD TRACK,
 JJ0253'3.0 FEET EAST OF A 4 X 4 INCH WOODEN MARKER POST AND 1.0 FOOT
 JJ0253'SOUTH OF THE RIGHT OF WAY FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
 JJ0253'A STANDARD DISK SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0456 ***********************************************************************
 JJ0456  DESIGNATION -  H 83
 JJ0456  PID         -  JJ0456
 JJ0456  STATE/COUNTY-  CO/KIOWA
 JJ0456  USGS QUAD   -  ARLINGTON NE (1974)
 JJ0456
 JJ0456                         *CURRENT SURVEY CONTROL
 JJ0456  ___________________________________________________________________
 JJ0456* NAD 83(1986)-  38 25 21.     (N)    103 15 49.     (W)     SCALED    
 JJ0456* NAVD 88     -      1336.240  (meters)    4383.98   (feet)  ADJUSTED  
 JJ0456  ___________________________________________________________________
 JJ0456  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 JJ0456  DYNAMIC HT  -        1334.920 (meters)    4379.65  (feet)  COMP
 JJ0456  MODELED GRAV-     979,594.4   (mgal)                       NAVD 88
 JJ0456
 JJ0456  VERT ORDER  -  SECOND    CLASS 0
 JJ0456
 JJ0456.The horizontal coordinates were scaled from a topographic map and have
 JJ0456.an estimated accuracy of +/- 6 seconds.
 JJ0456
 JJ0456.The orthometric height was determined by differential leveling
 JJ0456.and adjusted by the National Geodetic Survey in June 1991..
 JJ0456
 JJ0456.The geoid height was determined by GEOID03.
 JJ0456
 JJ0456.The dynamic height is computed by dividing the NAVD 88
 JJ0456.geopotential number by the normal gravity value computed on the
 JJ0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0456.degrees latitude (g = 980.6199 gals.).
 JJ0456
 JJ0456.The modeled gravity was interpolated from observed gravity values.
 JJ0456
 JJ0456;                    North         East    Units  Estimated Accuracy
 JJ0456;SPC CO S     -   502,010.    1,109,680.      MT  (+/- 180 meters Scaled)
 JJ0456
 JJ0456                          SUPERSEDED SURVEY CONTROL
 JJ0456
 JJ0456  NGVD 29 (??/??/92) 1335.588  (m)         4381.84   (f) ADJ UNCH    2 0
 JJ0456
 JJ0456.Superseded values are not recommended for survey control.
 JJ0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0456.See file dsdata.txt to determine how the superseded data were derived.
 JJ0456
 JJ0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC515541(NAD 83)
 JJ0456_MARKER: DB = BENCH MARK DISK
 JJ0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0456_STAMPING: H 83 1935
 JJ0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0456+STABILITY: SURFACE MOTION
 JJ0456
 JJ0456  HISTORY     - Date     Condition        Report By
 JJ0456  HISTORY     - 1935     MONUMENTED       CGS
 JJ0456  HISTORY     - 1941     GOOD             NGS
 JJ0456  HISTORY     - 19951116 MARK NOT FOUND   CODOT
 JJ0456
 JJ0456                          STATION DESCRIPTION
 JJ0456
 JJ0456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0456'29 MI W FROM EADS.
 JJ0456'29.0 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JJ0456'STATION AT EADS, KIOWA COUNTY, 0.2 MILE EAST OF A CONCRETE CULVERT,
 JJ0456'0.2 MILE WEST OF A RELAY BOX, AT MILEAGE POLE 813-28, 51 FEET NORTH
 JJ0456'OF THE CENTERLINE OF STATE HIGHWAY 96, 45 FEET SOUTH OF THE TRACK,
 JJ0456'8 FEET NORTH OF A FENCE LINE, 3 FEET WEST OF A WHITE WOODEN WITNESS
 JJ0456'POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED H 83 1935
 JJ0456'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 JJ0456'GROUND.
 JJ0456
 JJ0456                          STATION RECOVERY (1995)
 JJ0456
 JJ0456'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (PGG)
 JJ0456'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0334 ***********************************************************************
 JJ0334  DESIGNATION -  H 84
 JJ0334  PID         -  JJ0334
 JJ0334  STATE/COUNTY-  CO/LINCOLN
 JJ0334  USGS QUAD   -  BECKMAN LAKE (1978)
 JJ0334
 JJ0334                         *CURRENT SURVEY CONTROL
 JJ0334  ___________________________________________________________________
 JJ0334* NAD 83(1986)-  38 53 40.     (N)    103 30 55.     (W)     SCALED    
 JJ0334* NAVD 88     -      1541.683  (meters)    5058.01   (feet)  ADJUSTED  
 JJ0334  ___________________________________________________________________
 JJ0334  GEOID HEIGHT-         -20.89  (meters)                     GEOID03
 JJ0334  DYNAMIC HT  -        1540.168 (meters)    5053.03  (feet)  COMP
 JJ0334  MODELED GRAV-     979,591.4   (mgal)                       NAVD 88
 JJ0334
 JJ0334  VERT ORDER  -  SECOND    CLASS 0
 JJ0334
 JJ0334.The horizontal coordinates were scaled from a topographic map and have
 JJ0334.an estimated accuracy of +/- 6 seconds.
 JJ0334
 JJ0334.The orthometric height was determined by differential leveling
 JJ0334.and adjusted by the National Geodetic Survey in June 1991..
 JJ0334
 JJ0334.The geoid height was determined by GEOID03.
 JJ0334
 JJ0334.The dynamic height is computed by dividing the NAVD 88
 JJ0334.geopotential number by the normal gravity value computed on the
 JJ0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0334.degrees latitude (g = 980.6199 gals.).
 JJ0334
 JJ0334.The modeled gravity was interpolated from observed gravity values.
 JJ0334
 JJ0334;                    North         East    Units  Estimated Accuracy
 JJ0334;SPC CO C     -   424,470.    1,086,560.      MT  (+/- 180 meters Scaled)
 JJ0334
 JJ0334                          SUPERSEDED SURVEY CONTROL
 JJ0334
 JJ0334  NGVD 29 (??/??/92) 1540.939  (m)         5055.56   (f) ADJ UNCH    2 0
 JJ0334
 JJ0334.Superseded values are not recommended for survey control.
 JJ0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0334.See file dsdata.txt to determine how the superseded data were derived.
 JJ0334
 JJ0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD287061(NAD 83)
 JJ0334_MARKER: DB = BENCH MARK DISK
 JJ0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0334_STAMPING: H 84 1935
 JJ0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0334+STABILITY: SURFACE MOTION
 JJ0334
 JJ0334  HISTORY     - Date     Condition        Report By
 JJ0334  HISTORY     - 1935     MONUMENTED       CGS
 JJ0334  HISTORY     - 1974     MARK NOT FOUND   USGS
 JJ0334
 JJ0334                          STATION DESCRIPTION
 JJ0334
 JJ0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JJ0334'16.3 MI SW FROM BOYERO.
 JJ0334'16.3 MILES SOUTHWEST ALONG STATE HIGHWAY 94 FROM A CROSSING OF
 JJ0334'THE UNION PACIFIC RAILROAD AT BOYERO, 0.4 MILE SOUTH OF A
 JJ0334'FARMHOUSE, 53 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 30 FEET
 JJ0334'EAST OF A FENCE CORNER, AND 1 FOOT SOUTH OF A FENCE.  A STANDARD
 JJ0334'DISK, STAMPED H 84 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JJ0334
 JJ0334                          STATION RECOVERY (1974)
 JJ0334
 JJ0334'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0334'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0308 ***********************************************************************
 KM0308  DESIGNATION -  H 84=ROAN
 KM0308  PID         -  KM0308
 KM0308  STATE/COUNTY-  CO/GARFIELD
 KM0308  USGS QUAD   -  RAZORBACK RIDGE (1964)
 KM0308
 KM0308                         *CURRENT SURVEY CONTROL
 KM0308  ___________________________________________________________________
 KM0308* NAD 83(1992)-  39 41 23.32205(N)    108 31 37.63827(W)     ADJUSTED  
 KM0308* NAVD 88     -      2678.91   (+/-2cm)    8789.1    (feet)  VERTCON   
 KM0308  ___________________________________________________________________
 KM0308  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 KM0308  GEOID HEIGHT-         -15.82  (meters)                     GEOID03
 KM0308
 KM0308  HORZ ORDER  -  THIRD
 KM0308  VERT ORDER  -  THIRD ? (See Below)
 KM0308
 KM0308.The horizontal coordinates were established by classical geodetic methods
 KM0308.and adjusted by the National Geodetic Survey in January 1993..
 KM0308
 KM0308.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0308.The vertical order pertains to the NGVD 29 superseded value.
 KM0308
 KM0308.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0308
 KM0308.The geoid height was determined by GEOID03.
 KM0308
 KM0308;                    North         East     Units Scale Factor Converg.
 KM0308;SPC CO C     -   515,215.094   654,789.377   MT  0.99998865   -1 54 33.0
 KM0308;SPC CO C     - 1,690,334.85  2,148,254.81   sFT  0.99998865   -1 54 33.0
 KM0308;SPC CO N     -   348,812.032   654,787.658   MT  1.00000444   -1 57 21.3
 KM0308;SPC CO N     - 1,144,394.14  2,148,249.17   sFT  1.00000444   -1 57 21.3
 KM0308;UTM  12      - 4,396,253.641   712,048.426   MT  1.00015361   +1 34 47.4
 KM0308
 KM0308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0308!SPC CO C     -   0.99958238  x   0.99998865  =   0.99957103
 KM0308!SPC CO N     -   0.99958238  x   1.00000444  =   0.99958682
 KM0308!UTM  12      -   0.99958238  x   1.00015361  =   0.99973592
 KM0308
 KM0308:                Primary Azimuth Mark                     Grid Az
 KM0308:SPC CO C     -  CATHEDRAL                                336 43 34.9
 KM0308:SPC CO N     -  CATHEDRAL                                336 46 23.2
 KM0308:UTM  12      -  CATHEDRAL                                333 14 14.5
 KM0308
 KM0308|---------------------------------------------------------------------|
 KM0308| PID    Reference Object                     Distance      Geod. Az  |
 KM0308|                                                           dddmmss.s |
 KM0308| KM0306 CATHEDRAL                           APPROX. 4.6 KM 3344901.9 |
 KM0308|---------------------------------------------------------------------|
 KM0308
 KM0308                          SUPERSEDED SURVEY CONTROL
 KM0308
 KM0308  NAD 83(1986)-  39 41 23.31614(N)    108 31 37.63253(W) AD(       ) 3
 KM0308  NAD 27      -  39 41 23.40544(N)    108 31 35.28851(W) AD(       ) 3
 KM0308  NGVD 29 (07/19/86) 2677.44   (m)         8784.2    (f) LEVELING    3  
 KM0308
 KM0308.Superseded values are not recommended for survey control.
 KM0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0308.See file dsdata.txt to determine how the superseded data were derived.
 KM0308
 KM0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ1204896254(NAD 83)
 KM0308_MARKER: DD = SURVEY DISK
 KM0308_SETTING: 0 = UNSPECIFIED SETTING
 KM0308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0308
 KM0308  HISTORY     - Date     Condition        Report By
 KM0308  HISTORY     - 1925     MONUMENTED       USGS
 KM0308  HISTORY     - 1964     GOOD             CGS
 KM0308
 KM0308                          STATION DESCRIPTION
 KM0308
 KM0308'DESCRIBED BY US GEOLOGICAL SURVEY 1925
 KM0308'A SAGE BRUSH SUMMIT IN ROAN CREEK DRAINAGE BASIN, ABOUT 600 FT. FROM
 KM0308'DIVIDE BETWEEN ROAN AND PICEANCE CREEKS, 700 FT. S. FROM DIVIDE TRAIL,
 KM0308'AT HEAD OF BLACK SULPHUR CREEK WHICH ENTERS PICEANCE CREEK NEAR
 KM0308'SULPHUR POST OFFICE.
 KM0308
 KM0308                          STATION RECOVERY (1964)
 KM0308
 KM0308'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JMA)
 KM0308'RECOVERED AND REDESCRIBED AS FOLLOWS
 KM0308'
 KM0308'LOCATED IN GARFIELD COUNTY, ABOUT 43 MI. N. OF GRAND JUNCTION AND 16
 KM0308'MI. NE. OF DOUGLAS PASS ON THE S. OF A BULLDOZED AIRSTRIP ON A SAGE
 KM0308'BRUSH TOP.  STATION IS ABOUT 12 FT. SE. OF EDGE OF RUNWAY, 12 FT. NW.
 KM0308'OF EDGE OF SAGE BRUSH, 105 FT. SW. OF POINT WHERE S. SIDE OF RUNWAY
 KM0308'ENTERS SAGE BRUSH.
 KM0308'
 KM0308'TO REACH FROM THE P.O. IN RANGELY, COLORADO, GO E. ON STATE HIGHWAY 64
 KM0308'0.8 MI., THENCE 17.5 MI. S. ALONG COUNTY ROAD 139, THENCE SE. AND S.
 KM0308'12.3 MI. ALONG COUNTY ROAD 27, THENCE 8.6 MI. SE. ALONG AN IMPROVED
 KM0308'DIRT RD. TO Y-RD., TAKE LEFT FORK 0.3 MI. TO Y-RD., TAKE RIGHT FORK
 KM0308'0.6 MI. TO GATE, CONTINUE EASTERLY 1.4 MI. TO Y-RD., TAKE LEFT FORK
 KM0308'1.1 MI. TO GATE, CONTINUE EASTERLY 3.7 MI. TO Y-RD., TAKE RIGHT FORK
 KM0308'0.4 MI. TO CROSSROAD, TAKE LEFT FORK UP HILL 1.5 MI. TO Y-RD., TAKE
 KM0308'RIGHT FORK 1.0 MI. TO GATE, AT Y-RD. JUST BEYOND GATE, TAKE RIGHT
 KM0308'FORK 0.1 MI., LEAVE RD. AND GO LEFT (S.) UP HILL FOR ABOUT 200 FT.
 KM0308'TO STATION.
 KM0308'
 KM0308'STATION MARK--BRONZE TABLET, STAMPED ---ROAN ET 1964 1925 H-84---,
 KM0308'CEMENTED IN TOP OF ZINC CONE, 4 IN. ABOVE THE GROUND.
 KM0308'
 KM0308'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0142 ***********************************************************************
 HJ0142  DESIGNATION -  H 85
 HJ0142  PID         -  HJ0142
 HJ0142  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0142  USGS QUAD   -  BOX RANCH (1972)
 HJ0142
 HJ0142                         *CURRENT SURVEY CONTROL
 HJ0142  ___________________________________________________________________
 HJ0142* NAD 83(1986)-  37 09 10.     (N)    103 45 44.     (W)     SCALED    
 HJ0142* NAVD 88     -      1708.249  (meters)    5604.48   (feet)  ADJUSTED  
 HJ0142  ___________________________________________________________________
 HJ0142  GEOID HEIGHT-         -19.89  (meters)                     GEOID03
 HJ0142  DYNAMIC HT  -        1706.242 (meters)    5597.90  (feet)  COMP
 HJ0142  MODELED GRAV-     979,395.3   (mgal)                       NAVD 88
 HJ0142
 HJ0142  VERT ORDER  -  SECOND    CLASS 0
 HJ0142
 HJ0142.The horizontal coordinates were scaled from a topographic map and have
 HJ0142.an estimated accuracy of +/- 6 seconds.
 HJ0142
 HJ0142.The orthometric height was determined by differential leveling
 HJ0142.and adjusted by the National Geodetic Survey in June 1991..
 HJ0142
 HJ0142.The geoid height was determined by GEOID03.
 HJ0142
 HJ0142.The dynamic height is computed by dividing the NAVD 88
 HJ0142.geopotential number by the normal gravity value computed on the
 HJ0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0142.degrees latitude (g = 980.6199 gals.).
 HJ0142
 HJ0142.The modeled gravity was interpolated from observed gravity values.
 HJ0142
 HJ0142;                    North         East    Units  Estimated Accuracy
 HJ0142;SPC CO S     -   360,190.    1,068,770.      MT  (+/- 180 meters Scaled)
 HJ0142
 HJ0142                          SUPERSEDED SURVEY CONTROL
 HJ0142
 HJ0142  NGVD 29 (??/??/92) 1707.331  (m)         5601.47   (f) ADJ UNCH    2 0
 HJ0142
 HJ0142.Superseded values are not recommended for survey control.
 HJ0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0142.See file dsdata.txt to determine how the superseded data were derived.
 HJ0142
 HJ0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB099125(NAD 83)
 HJ0142_MARKER: DB = BENCH MARK DISK
 HJ0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0142_STAMPING: H 85 1935
 HJ0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0142+STABILITY: SURFACE MOTION
 HJ0142
 HJ0142  HISTORY     - Date     Condition        Report By
 HJ0142  HISTORY     - 1935     MONUMENTED       CGS
 HJ0142  HISTORY     - 1972     GOOD             USGS
 HJ0142
 HJ0142                          STATION DESCRIPTION
 HJ0142
 HJ0142'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 HJ0142'15.5 MI NE FROM BRANSON.
 HJ0142'ABOUT 8.7 MILES NORTH ALONG STATE HIGHWAY 389 FROM THE POST OFFICE
 HJ0142'AT BRANSON, LAS ANIMAS COUNTY, THENCE 6.8 MILES EAST ALONG A
 HJ0142'PASTURE ROAD(OLD U.S. HWY. 160), ABOUT 0.4 MILES NORTHWEST OF THE
 HJ0142'SOUTHEAST CORNER OF SECTION 23, T 33 S, R 57 W., 32 FEET WEST OF
 HJ0142'THE WEST END OF A STEEL BRIDGE OVER CHACUACO CREEK, 24 FEET SOUTH
 HJ0142'OF CENTERLINE OF OLD HIGHWAY, SET IN THE TOP OF A SANDSTONE
 HJ0142'OUTCROP, A STANDARD DISK STAMPED H 85 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0230 ***********************************************************************
 JL0230  DESIGNATION -  H 86
 JL0230  PID         -  JL0230
 JL0230  STATE/COUNTY-  CO/GUNNISON
 JL0230  USGS QUAD   -  CRESTED BUTTE (1961)
 JL0230
 JL0230                         *CURRENT SURVEY CONTROL
 JL0230  ___________________________________________________________________
 JL0230* NAD 83(1986)-  38 51 09.     (N)    106 57 06.     (W)     SCALED    
 JL0230* NAVD 88     -      2699.555  (meters)    8856.79   (feet)  ADJUSTED  
 JL0230  ___________________________________________________________________
 JL0230  GEOID HEIGHT-         -14.03  (meters)                     GEOID03
 JL0230  DYNAMIC HT  -        2695.859 (meters)    8844.66  (feet)  COMP
 JL0230  MODELED GRAV-     979,162.6   (mgal)                       NAVD 88
 JL0230
 JL0230  VERT ORDER  -  SECOND    CLASS 0
 JL0230
 JL0230.The horizontal coordinates were scaled from a topographic map and have
 JL0230.an estimated accuracy of +/- 6 seconds.
 JL0230
 JL0230.The orthometric height was determined by differential leveling
 JL0230.and adjusted by the National Geodetic Survey in June 1991..
 JL0230
 JL0230.The geoid height was determined by GEOID03.
 JL0230
 JL0230.The dynamic height is computed by dividing the NAVD 88
 JL0230.geopotential number by the normal gravity value computed on the
 JL0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0230.degrees latitude (g = 980.6199 gals.).
 JL0230
 JL0230.The modeled gravity was interpolated from observed gravity values.
 JL0230
 JL0230;                    North         East    Units  Estimated Accuracy
 JL0230;SPC CO C     -   418,940.      788,400.      MT  (+/- 180 meters Scaled)
 JL0230
 JL0230                          SUPERSEDED SURVEY CONTROL
 JL0230
 JL0230  NGVD 29 (??/??/92) 2697.579  (m)         8850.31   (f) ADJ UNCH    2 0
 JL0230
 JL0230.Superseded values are not recommended for survey control.
 JL0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0230.See file dsdata.txt to determine how the superseded data were derived.
 JL0230
 JL0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD306022(NAD 83)
 JL0230_MARKER: DB = BENCH MARK DISK
 JL0230_SETTING: 80 = SET IN A BOULDER
 JL0230_SP_SET: BOULDER
 JL0230_STAMPING: H 86 1926
 JL0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0230+STABILITY: SURFACE MOTION
 JL0230
 JL0230  HISTORY     - Date     Condition        Report By
 JL0230  HISTORY     - 1926     MONUMENTED       USGS
 JL0230  HISTORY     - 1940     GOOD             NGS
 JL0230
 JL0230                          STATION DESCRIPTION
 JL0230
 JL0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JL0230'2.2 MI SE FROM CRESTED BUTTE.
 JL0230'2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 135 FROM THE HIGH SCHOOL AT
 JL0230'CRESTED BUTTE, THENCE 0.2 MILE NORTH ALONG A GRADED DIRT ROAD.  3.1
 JL0230'MILES WEST OF COLD SPRING RANCH, 0.2 MILE NORTH OF THE CROSSING OF
 JL0230'SLATE CREEK, ABOUT 500 FEET NORTH OF A DIRT-ROAD INTERSECTION, 13 FEET
 JL0230'WEST OF THE CENTERLINE OF THE GRADED ROAD, 12.5 FEET EAST OF A PASTURE
 JL0230'FENCE, AT THE CROSSING OF A ROW OF POLES, 12.3 FEET NORTHEAST OF A
 JL0230'POLE MARKED USPBM 8852.3, AND IN THE TOP OF A BOULDER.  A U.S.
 JL0230'GEOLOGICAL SURVEY STANDARD DISK, STAMPED H 86 1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0133 ***********************************************************************
 HJ0133  DESIGNATION -  H 86
 HJ0133  PID         -  HJ0133
 HJ0133  STATE/COUNTY-  CO/BACA
 HJ0133  USGS QUAD   -  UTLEYVILLE (1978)
 HJ0133
 HJ0133                         *CURRENT SURVEY CONTROL
 HJ0133  ___________________________________________________________________
 HJ0133* NAD 83(1986)-  37 16 45.     (N)    103 02 59.     (W)     SCALED    
 HJ0133* NAVD 88     -      1573.120  (meters)    5161.14   (feet)  ADJUSTED  
 HJ0133  ___________________________________________________________________
 HJ0133  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 HJ0133  DYNAMIC HT  -        1571.370 (meters)    5155.40  (feet)  COMP
 HJ0133  MODELED GRAV-     979,462.3   (mgal)                       NAVD 88
 HJ0133
 HJ0133  VERT ORDER  -  SECOND    CLASS 0
 HJ0133
 HJ0133.The horizontal coordinates were scaled from a topographic map and have
 HJ0133.an estimated accuracy of +/- 6 seconds.
 HJ0133
 HJ0133.The orthometric height was determined by differential leveling
 HJ0133.and adjusted by the National Geodetic Survey in June 1991..
 HJ0133
 HJ0133.The geoid height was determined by GEOID03.
 HJ0133
 HJ0133.The dynamic height is computed by dividing the NAVD 88
 HJ0133.geopotential number by the normal gravity value computed on the
 HJ0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0133.degrees latitude (g = 980.6199 gals.).
 HJ0133
 HJ0133.The modeled gravity was interpolated from observed gravity values.
 HJ0133
 HJ0133;                    North         East    Units  Estimated Accuracy
 HJ0133;SPC CO S     -   375,630.    1,131,680.      MT  (+/- 180 meters Scaled)
 HJ0133
 HJ0133                          SUPERSEDED SURVEY CONTROL
 HJ0133
 HJ0133  NGVD 29 (??/??/92) 1572.352  (m)         5158.62   (f) ADJ UNCH    2 0
 HJ0133
 HJ0133.Superseded values are not recommended for survey control.
 HJ0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0133.See file dsdata.txt to determine how the superseded data were derived.
 HJ0133
 HJ0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB729276(NAD 83)
 HJ0133_MARKER: DB = BENCH MARK DISK
 HJ0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0133_STAMPING: H 86 1935
 HJ0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0133+STABILITY: SURFACE MOTION
 HJ0133
 HJ0133  HISTORY     - Date     Condition        Report By
 HJ0133  HISTORY     - 1935     MONUMENTED       CGS
 HJ0133
 HJ0133                          STATION DESCRIPTION
 HJ0133
 HJ0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HJ0133'16.1 MI W FROM PRITCHETT.
 HJ0133'ABOUT 16.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 160 FROM PRITCHETT,
 HJ0133'BACA COUNTY, AT A ROAD CROSSING, ABOUT 23 FEET EAST OF THE CENTER
 HJ0133'LINE OF THE ROAD, ABOUT 54 FEET NORTH OF THE CENTER LINE OF THE
 HJ0133'HIGHWAY, AND 12 FEET NORTHWEST OF THE TRINIDAD 110 - SPRINGFIELD
 HJ0133'32 SIGNBOARD.  A STANDARD DISK, STAMPED H 86 1935 AND SET IN THE
 HJ0133'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0233 ***********************************************************************
 JL0233  DESIGNATION -  H 87
 JL0233  PID         -  JL0233
 JL0233  STATE/COUNTY-  CO/GUNNISON
 JL0233  USGS QUAD   -  CRESTED BUTTE (1961)
 JL0233
 JL0233                         *CURRENT SURVEY CONTROL
 JL0233  ___________________________________________________________________
 JL0233* NAD 83(1986)-  38 49 12.     (N)    106 54 43.     (W)     SCALED    
 JL0233* NAVD 88     -      2647.827  (meters)    8687.08   (feet)  ADJUSTED  
 JL0233  ___________________________________________________________________
 JL0233  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 JL0233  DYNAMIC HT  -        2644.332 (meters)    8675.61  (feet)  COMP
 JL0233  MODELED GRAV-     979,213.5   (mgal)                       NAVD 88
 JL0233
 JL0233  VERT ORDER  -  SECOND    CLASS 0
 JL0233
 JL0233.The horizontal coordinates were scaled from a topographic map and have
 JL0233.an estimated accuracy of +/- 6 seconds.
 JL0233
 JL0233.The orthometric height was determined by differential leveling
 JL0233.and adjusted by the National Geodetic Survey in June 1991..
 JL0233
 JL0233.The geoid height was determined by GEOID03.
 JL0233
 JL0233.The dynamic height is computed by dividing the NAVD 88
 JL0233.geopotential number by the normal gravity value computed on the
 JL0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0233.degrees latitude (g = 980.6199 gals.).
 JL0233
 JL0233.The modeled gravity was interpolated from observed gravity values.
 JL0233
 JL0233;                    North         East    Units  Estimated Accuracy
 JL0233;SPC CO C     -   415,280.      791,790.      MT  (+/- 180 meters Scaled)
 JL0233
 JL0233                          SUPERSEDED SURVEY CONTROL
 JL0233
 JL0233  NGVD 29 (??/??/92) 2645.988  (m)         8681.05   (f) ADJ UNCH    2 0
 JL0233
 JL0233.Superseded values are not recommended for survey control.
 JL0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0233.See file dsdata.txt to determine how the superseded data were derived.
 JL0233
 JL0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC340985(NAD 83)
 JL0233_MARKER: DD = SURVEY DISK
 JL0233_SETTING: 80 = SET IN A BOULDER
 JL0233_SP_SET: BOULDER
 JL0233_STAMPING: H 87 1936
 JL0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0233+STABILITY: SURFACE MOTION
 JL0233
 JL0233  HISTORY     - Date     Condition        Report By
 JL0233  HISTORY     - 1936     MONUMENTED       USGS
 JL0233  HISTORY     - 1938     GOOD             NGS
 JL0233
 JL0233                          STATION DESCRIPTION
 JL0233
 JL0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JL0233'5.1 MI SE FROM CRESTED BUTTE.
 JL0233'5.1 MILES SOUTHEAST ALONG STATE HIGHWAY 135 FROM THE HIGH SCHOOL AT
 JL0233'CRESTED BUTTE, 7.7 MILES NORTHWEST OF JACKS CABIN, 80 FEET EAST OF A
 JL0233'SHARP TURN TO THE WEST, 70 FEET NORTH OF A PASTURE ROAD, AND ON THE
 JL0233'TOP OF A GRANITE BOULDER MARKED USPBM 8683.0.  A U.S. GEOLOGICAL
 JL0233'SURVEY STANDARD DISK, STAMPED H 87 1936.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0012 ***********************************************************************
 HJ0012  DESIGNATION -  H 87
 HJ0012  PID         -  HJ0012
 HJ0012  STATE/COUNTY-  CO/BACA
 HJ0012  USGS QUAD   -  WALSH (1978)
 HJ0012
 HJ0012                         *CURRENT SURVEY CONTROL
 HJ0012  ___________________________________________________________________
 HJ0012* NAD 83(1986)-  37 22 55.     (N)    102 18 07.     (W)     SCALED    
 HJ0012* NAVD 88     -      1211.090  (meters)    3973.38   (feet)  POSTED    
 HJ0012  ___________________________________________________________________
 HJ0012  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 HJ0012  DYNAMIC HT  -        1209.850 (meters)    3969.32  (feet)  COMP
 HJ0012  MODELED GRAV-     979,565.9   (mgal)                       NAVD 88
 HJ0012
 HJ0012  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 HJ0012
 HJ0012.The horizontal coordinates were scaled from a topographic map and have
 HJ0012.an estimated accuracy of +/- 6 seconds.
 HJ0012
 HJ0012.The orthometric height was determined by differential leveling
 HJ0012.and adjusted by the National Geodetic Survey in 1992..
 HJ0012.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 HJ0012.rate of 3.1 thru 4.0 mm/km.
 HJ0012
 HJ0012.The geoid height was determined by GEOID03.
 HJ0012
 HJ0012.The dynamic height is computed by dividing the NAVD 88
 HJ0012.geopotential number by the normal gravity value computed on the
 HJ0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0012.degrees latitude (g = 980.6199 gals.).
 HJ0012
 HJ0012.The modeled gravity was interpolated from observed gravity values.
 HJ0012
 HJ0012;                    North         East    Units  Estimated Accuracy
 HJ0012;SPC CO S     -   389,030.    1,197,570.      MT  (+/- 180 meters Scaled)
 HJ0012
 HJ0012                          SUPERSEDED SURVEY CONTROL
 HJ0012
 HJ0012  NGVD 29 (??/??/92) 1210.613  (m)         3971.82   (f) ADJ UNCH    2 0
 HJ0012
 HJ0012.Superseded values are not recommended for survey control.
 HJ0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0012.See file dsdata.txt to determine how the superseded data were derived.
 HJ0012
 HJ0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB388406(NAD 83)
 HJ0012_MARKER: DB = BENCH MARK DISK
 HJ0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0012_STAMPING: H 87 1935
 HJ0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0012+STABILITY: SURFACE MOTION
 HJ0012
 HJ0012  HISTORY     - Date     Condition        Report By
 HJ0012  HISTORY     - 1935     MONUMENTED       CGS
 HJ0012  HISTORY     - 1941     GOOD             NGS
 HJ0012
 HJ0012                          STATION DESCRIPTION
 HJ0012
 HJ0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 HJ0012'1.5 MI W FROM WALSH.
 HJ0012'TO REACH BENCH MARK FROM THE WALSH RAILROAD STATION, GO 1.5
 HJ0012'MILES WEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD
 HJ0012'TO SITE OF BENCH MARK.  BENCH MARK IS AT MILE POST 78, ABOUT
 HJ0012'125.0 FEET EAST OF A GATE IN RIGHT OF WAY FENCE, 48.0 FEET NORTH
 HJ0012'OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF THE RAILROAD
 HJ0012'TRACK, 42.0 FEET NORTHEAST OF THE IRON MILE POST, 3.0 FEET WEST
 HJ0012'OF A 4 X 4 INCH WOODEN MARKER POST, AND 2.0 FEET SOUTH OF THE
 HJ0012'RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0239 ***********************************************************************
 JL0239  DESIGNATION -  H 88
 JL0239  PID         -  JL0239
 JL0239  STATE/COUNTY-  CO/GUNNISON
 JL0239  USGS QUAD   -  CRESTED BUTTE (1961)
 JL0239
 JL0239                         *CURRENT SURVEY CONTROL
 JL0239  ___________________________________________________________________
 JL0239* NAD 83(1986)-  38 47 45.     (N)    106 52 42.     (W)     SCALED    
 JL0239* NAVD 88     -      2598.104  (meters)    8523.95   (feet)  ADJUSTED  
 JL0239  ___________________________________________________________________
 JL0239  GEOID HEIGHT-         -13.97  (meters)                     GEOID03
 JL0239  DYNAMIC HT  -        2594.700 (meters)    8512.78  (feet)  COMP
 JL0239  MODELED GRAV-     979,225.0   (mgal)                       NAVD 88
 JL0239
 JL0239  VERT ORDER  -  SECOND    CLASS 0
 JL0239
 JL0239.The horizontal coordinates were scaled from a topographic map and have
 JL0239.an estimated accuracy of +/- 6 seconds.
 JL0239
 JL0239.The orthometric height was determined by differential leveling
 JL0239.and adjusted by the National Geodetic Survey in June 1991..
 JL0239
 JL0239.The geoid height was determined by GEOID03.
 JL0239
 JL0239.The dynamic height is computed by dividing the NAVD 88
 JL0239.geopotential number by the normal gravity value computed on the
 JL0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0239.degrees latitude (g = 980.6199 gals.).
 JL0239
 JL0239.The modeled gravity was interpolated from observed gravity values.
 JL0239
 JL0239;                    North         East    Units  Estimated Accuracy
 JL0239;SPC CO C     -   412,550.      794,670.      MT  (+/- 180 meters Scaled)
 JL0239
 JL0239                          SUPERSEDED SURVEY CONTROL
 JL0239
 JL0239  NGVD 29 (??/??/92) 2596.288  (m)         8517.99   (f) ADJ UNCH    2 0
 JL0239
 JL0239.Superseded values are not recommended for survey control.
 JL0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0239.See file dsdata.txt to determine how the superseded data were derived.
 JL0239
 JL0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC368957(NAD 83)
 JL0239_MARKER: DD = SURVEY DISK
 JL0239_SETTING: 80 = SET IN A BOULDER
 JL0239_SP_SET: BOULDER
 JL0239_STAMPING: H 88 1926
 JL0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0239+STABILITY: SURFACE MOTION
 JL0239
 JL0239  HISTORY     - Date     Condition        Report By
 JL0239  HISTORY     - 1926     MONUMENTED       USGS
 JL0239  HISTORY     - 1938     GOOD             NGS
 JL0239
 JL0239                          STATION DESCRIPTION
 JL0239
 JL0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JL0239'8.1 MI SE FROM CRESTED BUTTE.
 JL0239'8.1 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0239'FROM THE HIGH SCHOOL AT CRESTED BUTTE, 4.9 MILES NORTH OF JACKS CABIN,
 JL0239'140 FEET SOUTH OF A ROAD CROSSING, WEST OF THE TRACK, AND IN THE TOP
 JL0239'OF A LARGE LAVA BOULDER MARKED USPBM 8520.0.  A U.S. GEOLOGICAL SURVEY
 JL0239'STANDARD DISK, STAMPED H 88 1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0117 ***********************************************************************
 HJ0117  DESIGNATION -  H 89
 HJ0117  PID         -  HJ0117
 HJ0117  STATE/COUNTY-  CO/BENT
 HJ0117  USGS QUAD   -  GILPIN (1966)
 HJ0117
 HJ0117                         *CURRENT SURVEY CONTROL
 HJ0117  ___________________________________________________________________
 HJ0117* NAD 83(1986)-  37 58 07.     (N)    103 11 51.     (W)     SCALED    
 HJ0117* NAVD 88     -      1258.339  (meters)    4128.40   (feet)  ADJUSTED  
 HJ0117  ___________________________________________________________________
 HJ0117  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 HJ0117  DYNAMIC HT  -        1257.077 (meters)    4124.26  (feet)  COMP
 HJ0117  MODELED GRAV-     979,583.4   (mgal)                       NAVD 88
 HJ0117
 HJ0117  VERT ORDER  -  SECOND    CLASS 0
 HJ0117
 HJ0117.The horizontal coordinates were scaled from a topographic map and have
 HJ0117.an estimated accuracy of +/- 6 seconds.
 HJ0117
 HJ0117.The orthometric height was determined by differential leveling
 HJ0117.and adjusted by the National Geodetic Survey in June 1991..
 HJ0117
 HJ0117.The geoid height was determined by GEOID03.
 HJ0117
 HJ0117.The dynamic height is computed by dividing the NAVD 88
 HJ0117.geopotential number by the normal gravity value computed on the
 HJ0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0117.degrees latitude (g = 980.6199 gals.).
 HJ0117
 HJ0117.The modeled gravity was interpolated from observed gravity values.
 HJ0117
 HJ0117;                    North         East    Units  Estimated Accuracy
 HJ0117;SPC CO S     -   451,790.    1,116,690.      MT  (+/- 180 meters Scaled)
 HJ0117
 HJ0117                          SUPERSEDED SURVEY CONTROL
 HJ0117
 HJ0117  NGVD 29 (??/??/92) 1257.693  (m)         4126.28   (f) ADJ UNCH    2 0
 HJ0117
 HJ0117.Superseded values are not recommended for survey control.
 HJ0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0117.See file dsdata.txt to determine how the superseded data were derived.
 HJ0117
 HJ0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC583038(NAD 83)
 HJ0117_MARKER: DB = BENCH MARK DISK
 HJ0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0117_STAMPING: H 89 1935
 HJ0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0117+STABILITY: SURFACE MOTION
 HJ0117
 HJ0117  HISTORY     - Date     Condition        Report By
 HJ0117  HISTORY     - 1935     MONUMENTED       CGS
 HJ0117  HISTORY     - 1966     GOOD             USGS
 HJ0117
 HJ0117                          STATION DESCRIPTION
 HJ0117
 HJ0117'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 HJ0117'7.4 MI S FROM LAS ANIMAS.
 HJ0117'THIS BM WAS REPORTED SEARCHED FOR AND NOT FOUND LAST FALL.  IT WAS
 HJ0117'FOUND ACCIDENTALLY DURING 37 OPERATIONS WHILE LOOKING FOR THE
 HJ0117'SECTION CORNER IN THE VICINITY.  THE HIGHWAY IS ABOUT 700 FEET
 HJ0117'WEST OF ITS 1935 LOCATION.  A NEW DESCRIPTION FOLLOWS--ABOUT 7.4
 HJ0117'MILES SOUTH ALONG STATE HWY 101 FROM THE RR DEPOT IN LAS ANIMAS,
 HJ0117'ABOUT 100 YARDS NORTHEAST OF A SMALL HOUSE, 300 FEET NORTHWEST OF
 HJ0117'A RR TRESTLE, 160 FEET NORTHEAST OF THE RR, 79 FOOT NORTH OF AN
 HJ0117'ACUTE ANGLE POINT IN A FENCE LINE, 9 FEET NORTH AND 4 FEET EAST OF
 HJ0117'A BEND IN A FENCE LINE.  A STANDARD DISK, STAMPED H 89 1935, SET
 HJ0117'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0127 ***********************************************************************
 KL0127  DESIGNATION -  H 9
 KL0127  PID         -  KL0127
 KL0127  STATE/COUNTY-  CO/SUMMIT
 KL0127  USGS QUAD   -  ALMA (1970)
 KL0127
 KL0127                         *CURRENT SURVEY CONTROL
 KL0127  ___________________________________________________________________
 KL0127* NAD 83(1992)-  39 21 42.02388(N)    106 03 44.55987(W)     ADJUSTED  
 KL0127* NAVD 88     -      3519.241  (meters)   11546.04   (feet)  ADJUSTED  
 KL0127  ___________________________________________________________________
 KL0127  X           -  -1,367,003.267 (meters)                     COMP
 KL0127  Y           -  -4,747,792.556 (meters)                     COMP
 KL0127  Z           -   4,025,665.318 (meters)                     COMP
 KL0127  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 KL0127  ELLIP HEIGHT-        3506.45  (meters)          (12/03/02) GPS OBS
 KL0127  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 KL0127  DYNAMIC HT  -        3514.307 (meters)   11529.86  (feet)  COMP
 KL0127  MODELED GRAV-     979,095.8   (mgal)                       NAVD 88
 KL0127
 KL0127  HORZ ORDER  -  FIRST
 KL0127  VERT ORDER  -  FIRST     CLASS II
 KL0127  ELLP ORDER  -  FOURTH    CLASS II
 KL0127
 KL0127.The horizontal coordinates were established by GPS observations
 KL0127.and adjusted by the National Geodetic Survey in December 1998..
 KL0127
 KL0127.The orthometric height was determined by differential leveling
 KL0127.and adjusted by the National Geodetic Survey in June 1991..
 KL0127
 KL0127.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KL0127
 KL0127.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0127
 KL0127.The ellipsoidal height was determined by GPS observations
 KL0127.and is referenced to NAD 83.
 KL0127
 KL0127.The geoid height was determined by GEOID03.
 KL0127
 KL0127.The dynamic height is computed by dividing the NAVD 88
 KL0127.geopotential number by the normal gravity value computed on the
 KL0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0127.degrees latitude (g = 980.6199 gals.).
 KL0127
 KL0127.The modeled gravity was interpolated from observed gravity values.
 KL0127
 KL0127;                    North         East     Units Scale Factor Converg.
 KL0127;SPC CO C     -   474,608.929   865,936.971   MT  0.99994623   -0 21 16.9
 KL0127;SPC CO C     - 1,557,112.79  2,840,994.88   sFT  0.99994623   -0 21 16.9
 KL0127;UTM  13      - 4,357,451.283   408,475.980   MT  0.99970314   -0 40 25.8
 KL0127
 KL0127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0127!SPC CO C     -   0.99945018  x   0.99994623  =   0.99939644
 KL0127!UTM  13      -   0.99945018  x   0.99970314  =   0.99915348
 KL0127
 KL0127                          SUPERSEDED SURVEY CONTROL
 KL0127
 KL0127  ELLIP H (12/08/98) 3506.45   (m)                       GP(       ) 3 1
 KL0127  NAVD 88 (12/08/98) 3519.24   (m)        11546.0    (f) LEVELING    3  
 KL0127  NGVD 29 (??/??/92) 3517.234  (m)        11539.46   (f) ADJ UNCH    1 2
 KL0127
 KL0127.Superseded values are not recommended for survey control.
 KL0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0127.See file dsdata.txt to determine how the superseded data were derived.
 KL0127
 KL0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD0847657451(NAD 83)
 KL0127_MARKER: DB = BENCH MARK DISK
 KL0127_SETTING: 66 = SET IN ROCK OUTCROP
 KL0127_SP_SET: BOULDER
 KL0127_STAMPING: H 9 1927
 KL0127_MARK LOGO: USGS  
 KL0127_PROJECTION: FLUSH
 KL0127_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0127_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0127+STABILITY: POSITION/ELEVATION WELL
 KL0127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KL0127+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1998
 KL0127
 KL0127  HISTORY     - Date     Condition        Report By
 KL0127  HISTORY     - 1927     MONUMENTED       USGS
 KL0127  HISTORY     - 1951     GOOD             NGS
 KL0127  HISTORY     - 19980724 GOOD             CODOT
 KL0127
 KL0127                          STATION DESCRIPTION
 KL0127
 KL0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KL0127'10.35 MI S FROM BRECKENRIDGE.
 KL0127'10.35 MILES SOUTH ALONG STATE HIGHWAY 9 FROM THE COUNTY COURTHOUSE AT
 KL0127'BRECKENRIDGE, AT THE TOP OF HOOSIER PASS, 141 FEET EAST OF THE HOOSIER
 KL0127'PASS MONUMENT, 84 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 28 FEET
 KL0127'NORTHWEST OF THE NORTHWEST EDGE OF AN IRRIGATION DITCH, 4.5 FEET
 KL0127'SOUTHEAST OF A WITNESS POST, 0.3 FOOT ABOVE THE GROUND, SET IN THE TOP
 KL0127'OF AN 18X24 INCH GRANITE BOULDER.
 KL0127
 KL0127                          STATION RECOVERY (1998)
 KL0127
 KL0127'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (KAW)
 KL0127'THE STATION WILL BE USED DURING A CHARN DENSIFICATION PROJECT  THE
 KL0127'STATION IS LOCATED AT THE SUMMIT OF HOOSIER PASS APPROXIMATELY 8.1 MI
 KL0127'(13.0 KM) SOUTH OF BRECKENRIDGE AT STATE HIGHWAY 9 (SH 9) MILEPOST
 KL0127'76.4 IN THE SOUTHWEST 1/4 SECTION 12, T 8 S, R 78 W, 6TH P.M  TO REACH
 KL0127'THE STATION FROM THE INTERSECTION OF SH 9 AND BOREAS PASS ROAD (SH 9
 KL0127'MP 86.2) ON THE SOUTH EDGE OF BRECKENRIDGE, PROCEED SOUTH ON SH 9 FOR
 KL0127'9.8 MI (15.8 KM) TO THE SUMMIT OF HOOSIER PASS AND THE STATION ON THE
 KL0127'LEFT ON TOP OF THE CUT SLOPE  TO REACH THE STATION FROM THE
 KL0127'INTERSECTION OF SH 9 AND BUCKSKIN STREET IN ALMA, PROCEED NORTH ON SH
 KL0127'9 FOR 5.7 MI (9.2 KM) TO THE SUMMIT OF HOOSIER PASS AND THE STATION ON
 KL0127'THE RIGHT ON TOP OF THE CUT SLOPE  THE STATION IS A BRASS USGS
 KL0127'BENCHMARK DISK SET IN THE TOP OF A 0.7 M (2.3 FT) BY 0.7 M (2.3 FT)
 KL0127'GRANITE ROCK PROJECTING 0.1 M (0.3 FT) FROM THE GROUND.  IT IS 24.2 M
 KL0127'(79.4 FT) EAST OF THE CENTER OF SH 9, 4.1 M (13.5 FT) EAST OF A
 KL0127'FIBERGLASS NGS WITNESS POST AND 1.33 M (4.36 FT) SOUTHEAST OF A 4 INCH
 KL0127'BY 4 INCH WOODEN WITNESS POST  DESCRIPTION BY K A WILLIAMS, CODOT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0301 ***********************************************************************
 JL0301  DESIGNATION -  H 9
 JL0301  PID         -  JL0301
 JL0301  STATE/COUNTY-  CO/GUNNISON
 JL0301  USGS QUAD   -  CARPENTER RIDGE (1982)
 JL0301
 JL0301                         *CURRENT SURVEY CONTROL
 JL0301  ___________________________________________________________________
 JL0301* NAD 83(1986)-  38 27 31.     (N)    107 09 37.     (W)     SCALED    
 JL0301* NAVD 88     -      2246.950  (meters)    7371.87   (feet)  POSTED    
 JL0301  ___________________________________________________________________
 JL0301  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 JL0301  DYNAMIC HT  -        2244.220 (meters)    7362.91  (feet)  COMP
 JL0301  MODELED GRAV-     979,331.2   (mgal)                       NAVD 88
 JL0301
 JL0301  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JL0301
 JL0301.The horizontal coordinates were scaled from a topographic map and have
 JL0301.an estimated accuracy of +/- 6 seconds.
 JL0301
 JL0301.The orthometric height was determined by differential leveling
 JL0301.and adjusted by the National Geodetic Survey in 1992..
 JL0301.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JL0301.rate of 1.1 thru 2.0 mm/km.
 JL0301
 JL0301.The geoid height was determined by GEOID03.
 JL0301
 JL0301.The dynamic height is computed by dividing the NAVD 88
 JL0301.geopotential number by the normal gravity value computed on the
 JL0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0301.degrees latitude (g = 980.6199 gals.).
 JL0301
 JL0301.The modeled gravity was interpolated from observed gravity values.
 JL0301
 JL0301;                    North         East    Units  Estimated Accuracy
 JL0301;SPC CO C     -   375,540.      769,500.      MT  (+/- 180 meters Scaled)
 JL0301
 JL0301                          SUPERSEDED SURVEY CONTROL
 JL0301
 JL0301  NGVD 29 (??/??/92) 2245.455  (m)         7366.96   (f) ADJ UNCH    1 2
 JL0301
 JL0301.Superseded values are not recommended for survey control.
 JL0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0301.See file dsdata.txt to determine how the superseded data were derived.
 JL0301
 JL0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC115589(NAD 83)
 JL0301_MARKER: DB = BENCH MARK DISK
 JL0301_SETTING: 80 = SET IN A BOULDER
 JL0301_SP_SET: BOULDER
 JL0301_STAMPING: 7366.964 H 9 1926
 JL0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0301+STABILITY: SURFACE MOTION
 JL0301
 JL0301  HISTORY     - Date     Condition        Report By
 JL0301  HISTORY     - 1926     MONUMENTED       CGS
 JL0301  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0301
 JL0301                          STATION DESCRIPTION
 JL0301
 JL0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 JL0301'10.4 MI E FROM SAPINERO.
 JL0301'10.4 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JL0301'THE STATION AT SAPINERO, GUNNISON COUNTY, 7/16 MILE EAST OF MILEPOST
 JL0301'D-304, 25 FEET SOUTHWEST OF THE TRACK, 5-1/2 FEET LOWER THAN THE
 JL0301'TRACK, 10 FEET ABOVE THE LEVEL OF THE GUNNISON RIVER, AND IN THE TOP
 JL0301'OF A BOULDER.  A STANDARD DISK, STAMPED 7366.964 H 9 1926.
 JL0301
 JL0301                          STATION RECOVERY (1984)
 JL0301
 JL0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0301'THIS LOCATION IS NOW THE BLUE MESA RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0055 ***********************************************************************
 JJ0055  DESIGNATION -  H 90
 JJ0055  PID         -  JJ0055
 JJ0055  STATE/COUNTY-  CO/CHEYENNE
 JJ0055  USGS QUAD   -  SOUTH OF CHEYENNE WELLS (1982)
 JJ0055
 JJ0055                         *CURRENT SURVEY CONTROL
 JJ0055  ___________________________________________________________________
 JJ0055* NAD 83(1986)-  38 43 10.     (N)    102 19 53.     (W)     SCALED    
 JJ0055* NAVD 88     -      1295.566  (meters)    4250.54   (feet)  ADJUSTED  
 JJ0055  ___________________________________________________________________
 JJ0055  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 JJ0055  DYNAMIC HT  -        1294.376 (meters)    4246.63  (feet)  COMP
 JJ0055  MODELED GRAV-     979,663.9   (mgal)                       NAVD 88
 JJ0055
 JJ0055  VERT ORDER  -  SECOND    CLASS 0
 JJ0055
 JJ0055.The horizontal coordinates were scaled from a topographic map and have
 JJ0055.an estimated accuracy of +/- 6 seconds.
 JJ0055
 JJ0055.The orthometric height was determined by differential leveling
 JJ0055.and adjusted by the National Geodetic Survey in June 1991..
 JJ0055
 JJ0055.The geoid height was determined by GEOID03.
 JJ0055
 JJ0055.The dynamic height is computed by dividing the NAVD 88
 JJ0055.geopotential number by the normal gravity value computed on the
 JJ0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0055.degrees latitude (g = 980.6199 gals.).
 JJ0055
 JJ0055.The modeled gravity was interpolated from observed gravity values.
 JJ0055
 JJ0055;                    North         East    Units  Estimated Accuracy
 JJ0055;SPC CO C     -   407,970.    1,189,900.      MT  (+/- 180 meters Scaled)
 JJ0055
 JJ0055                          SUPERSEDED SURVEY CONTROL
 JJ0055
 JJ0055  NGVD 29 (??/??/92) 1295.052  (m)         4248.85   (f) ADJ UNCH    2 0
 JJ0055
 JJ0055.Superseded values are not recommended for survey control.
 JJ0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0055.See file dsdata.txt to determine how the superseded data were derived.
 JJ0055
 JJ0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC320890(NAD 83)
 JJ0055_MARKER: DB = BENCH MARK DISK
 JJ0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0055_STAMPING: H 90 1935
 JJ0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0055+STABILITY: SURFACE MOTION
 JJ0055
 JJ0055  HISTORY     - Date     Condition        Report By
 JJ0055  HISTORY     - 1935     MONUMENTED       CGS
 JJ0055  HISTORY     - 1941     GOOD             NGS
 JJ0055
 JJ0055                          STATION DESCRIPTION
 JJ0055
 JJ0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0055'8 MI S FROM CHEYENNE WELLS.
 JJ0055'TO REACH FROM THE COUNTY COURT HOUSE IN CHEYENNE WELLS-- GO 1.0 MILE
 JJ0055'EAST ALONG U.S. HIGHWAY NO. 40 TO THE INTERSECTION OF STATE
 JJ0055'HIGHWAY NO. 51, THENCE, GO 7.0 MILES SOUTHERLY ALONG STATE HIGHWAY
 JJ0055'NO. 51 TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.4 MILE SOUTH
 JJ0055'OF THE INTERSECTION OF CROSS ROAD, ABOUT 0.3 MILE NORTH OF A DOUBLE
 JJ0055'24-INCH GALVINIZED IRON PIPE CULVERT AND 42.0 FEET EAST OF AND ABOUT
 JJ0055'THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY.  IT IS 3.0 FEET
 JJ0055'SOUTH OF A 4X4-INCH WOODEN MARKER POST.  THE MONUMENT PROJECTS
 JJ0055'0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0146 ***********************************************************************
 JJ0146  DESIGNATION -  H 91
 JJ0146  PID         -  JJ0146
 JJ0146  STATE/COUNTY-  CO/KIOWA
 JJ0146  USGS QUAD   -  SHERIDAN LAKE (1968)
 JJ0146
 JJ0146                         *CURRENT SURVEY CONTROL
 JJ0146  ___________________________________________________________________
 JJ0146* NAD 83(1986)-  38 24 22.     (N)    102 18 24.     (W)     SCALED    
 JJ0146* NAVD 88     -      1253.650  (meters)    4113.02   (feet)  ADJUSTED  
 JJ0146  ___________________________________________________________________
 JJ0146  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 JJ0146  DYNAMIC HT  -        1252.475 (meters)    4109.16  (feet)  COMP
 JJ0146  MODELED GRAV-     979,647.8   (mgal)                       NAVD 88
 JJ0146
 JJ0146  VERT ORDER  -  SECOND    CLASS 0
 JJ0146
 JJ0146.The horizontal coordinates were scaled from a topographic map and have
 JJ0146.an estimated accuracy of +/- 6 seconds.
 JJ0146
 JJ0146.The orthometric height was determined by differential leveling
 JJ0146.and adjusted by the National Geodetic Survey in June 1991..
 JJ0146
 JJ0146.The geoid height was determined by GEOID03.
 JJ0146
 JJ0146.The dynamic height is computed by dividing the NAVD 88
 JJ0146.geopotential number by the normal gravity value computed on the
 JJ0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0146.degrees latitude (g = 980.6199 gals.).
 JJ0146
 JJ0146.The modeled gravity was interpolated from observed gravity values.
 JJ0146
 JJ0146;                    North         East    Units  Estimated Accuracy
 JJ0146;SPC CO S     -   502,620.    1,193,270.      MT  (+/- 180 meters Scaled)
 JJ0146
 JJ0146                          SUPERSEDED SURVEY CONTROL
 JJ0146
 JJ0146  NGVD 29 (??/??/92) 1253.137  (m)         4111.33   (f) ADJ UNCH    2 0
 JJ0146
 JJ0146.Superseded values are not recommended for survey control.
 JJ0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0146.See file dsdata.txt to determine how the superseded data were derived.
 JJ0146
 JJ0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC351543(NAD 83)
 JJ0146_MARKER: DB = BENCH MARK DISK
 JJ0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0146_STAMPING: H 91 1935
 JJ0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0146+STABILITY: SURFACE MOTION
 JJ0146
 JJ0146  HISTORY     - Date     Condition        Report By
 JJ0146  HISTORY     - 1935     MONUMENTED       CGS
 JJ0146  HISTORY     - 1967     GOOD             USGS
 JJ0146
 JJ0146                          STATION DESCRIPTION
 JJ0146
 JJ0146'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JJ0146'5 MI S FROM SHERIDAN LAKE.
 JJ0146'TO REACH FROM THE HIGH SCHOOL IN SHERIDAN LAKE--GO 1.0 MILE WEST
 JJ0146'ALONG STATE HIGHWAYS NOS. 96 AND 51 TO THE INTERSECTION, THENCE,
 JJ0146'GO 4.0 MILES SOUTH ALONG STATE HIGHWAY NO.51 TO THE SITE OF BENCH
 JJ0146'MARK.  BENCH MARK IS ABOUT 0.5 MILE SOUTH OF TWO FARM HOUSES ON
 JJ0146'EITHER SIDE OF HIGHWAY, AT THE ENTRANCE TO FARM, 69.0 FEET EAST
 JJ0146'OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF HIGHWAY.  IT IS
 JJ0146'23.0 FEET SOUTH OF THE CENTERLINE OF DRIVEWAY, 31.0 FEET
 JJ0146'SOUTHEAST OF GATE, 22.0 FEET EAST OF FENCE CORNER, 5.0 FEET NORTH
 JJ0146'OF FENCE AND 3.0 FEET NORTH OF A 4 X 4-INCH WOODEN MARKER POST.
 JJ0146'THE MONUMENT PROJECTS 0.6 FOOT.  NOTE-- THE HIGHWAY IS NOW U.S. 385.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0270 ***********************************************************************
 KJ0270  DESIGNATION -  H 92
 KJ0270  PID         -  KJ0270
 KJ0270  STATE/COUNTY-  CO/LINCOLN
 KJ0270  USGS QUAD   -  LAKE (1970)
 KJ0270
 KJ0270                         *CURRENT SURVEY CONTROL
 KJ0270  ___________________________________________________________________
 KJ0270* NAD 83(1986)-  39 08 33.     (N)    103 41 48.     (W)     SCALED    
 KJ0270* NAVD 88     -      1680.533  (meters)    5513.55   (feet)  ADJUSTED  
 KJ0270  ___________________________________________________________________
 KJ0270  GEOID HEIGHT-         -19.87  (meters)                     GEOID03
 KJ0270  DYNAMIC HT  -        1678.882 (meters)    5508.13  (feet)  COMP
 KJ0270  MODELED GRAV-     979,585.1   (mgal)                       NAVD 88
 KJ0270
 KJ0270  VERT ORDER  -  SECOND    CLASS 0
 KJ0270
 KJ0270.The horizontal coordinates were scaled from a topographic map and have
 KJ0270.an estimated accuracy of +/- 6 seconds.
 KJ0270
 KJ0270.The orthometric height was determined by differential leveling
 KJ0270.and adjusted by the National Geodetic Survey in June 1991..
 KJ0270
 KJ0270.The geoid height was determined by GEOID03.
 KJ0270
 KJ0270.The dynamic height is computed by dividing the NAVD 88
 KJ0270.geopotential number by the normal gravity value computed on the
 KJ0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0270.degrees latitude (g = 980.6199 gals.).
 KJ0270
 KJ0270.The modeled gravity was interpolated from observed gravity values.
 KJ0270
 KJ0270;                    North         East    Units  Estimated Accuracy
 KJ0270;SPC CO C     -   451,680.    1,070,280.      MT  (+/- 180 meters Scaled)
 KJ0270
 KJ0270                          SUPERSEDED SURVEY CONTROL
 KJ0270
 KJ0270  NGVD 29 (??/??/92) 1679.718  (m)         5510.87   (f) ADJ UNCH    2 0
 KJ0270
 KJ0270.Superseded values are not recommended for survey control.
 KJ0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0270.See file dsdata.txt to determine how the superseded data were derived.
 KJ0270
 KJ0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD126333(NAD 83)
 KJ0270_MARKER: DB = BENCH MARK DISK
 KJ0270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0270_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0270_STAMPING: H 92 1935
 KJ0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0270+STABILITY: SURFACE MOTION
 KJ0270
 KJ0270  HISTORY     - Date     Condition        Report By
 KJ0270  HISTORY     - 1935     MONUMENTED       CGS
 KJ0270  HISTORY     - 1970     MARK NOT FOUND   USGS
 KJ0270
 KJ0270                          STATION DESCRIPTION
 KJ0270
 KJ0270'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KJ0270'8.4 MI S FROM LIMON.
 KJ0270'8.4 MI S OF HWY 40, ALONG ST. HWY 71, AT LIMON, ABOUT 200 FT.
 KJ0270'N.W. OF A SMALL HOUSE, ABOUT 28 FT. S. OF CROSS-ROAD AND ROAD TO
 KJ0270'HOUSE, ABOUT 60 FT. E. OF THE CENTER LINE OF THE HWY. AND 30 FT. E.
 KJ0270'AND 2 FT. N. OF A FENCE CORNER.
 KJ0270
 KJ0270                          STATION RECOVERY (1970)
 KJ0270
 KJ0270'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 KJ0270'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0150 ***********************************************************************
 HK0150  DESIGNATION -  H 93
 HK0150  PID         -  HK0150
 HK0150  STATE/COUNTY-  CO/HUERFANO
 HK0150  USGS QUAD   -  BLACK HILLS (1963)
 HK0150
 HK0150                         *CURRENT SURVEY CONTROL
 HK0150  ___________________________________________________________________
 HK0150* NAD 83(1986)-  37 42 28.     (N)    104 52 40.     (W)     SCALED    
 HK0150* NAVD 88     -      1929.544  (meters)    6330.51   (feet)  ADJUSTED  
 HK0150  ___________________________________________________________________
 HK0150  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 HK0150  DYNAMIC HT  -        1927.258 (meters)    6323.01  (feet)  COMP
 HK0150  MODELED GRAV-     979,376.6   (mgal)                       NAVD 88
 HK0150
 HK0150  VERT ORDER  -  SECOND    CLASS 0
 HK0150
 HK0150.The horizontal coordinates were scaled from a topographic map and have
 HK0150.an estimated accuracy of +/- 6 seconds.
 HK0150
 HK0150.The orthometric height was determined by differential leveling
 HK0150.and adjusted by the National Geodetic Survey in June 1991..
 HK0150
 HK0150.The geoid height was determined by GEOID03.
 HK0150
 HK0150.The dynamic height is computed by dividing the NAVD 88
 HK0150.geopotential number by the normal gravity value computed on the
 HK0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0150.degrees latitude (g = 980.6199 gals.).
 HK0150
 HK0150.The modeled gravity was interpolated from observed gravity values.
 HK0150
 HK0150;                    North         East    Units  Estimated Accuracy
 HK0150;SPC CO S     -   420,530.      969,270.      MT  (+/- 180 meters Scaled)
 HK0150
 HK0150                          SUPERSEDED SURVEY CONTROL
 HK0150
 HK0150  NGVD 29 (??/??/92) 1928.507  (m)         6327.11   (f) ADJ UNCH    2 0
 HK0150
 HK0150.Superseded values are not recommended for survey control.
 HK0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0150.See file dsdata.txt to determine how the superseded data were derived.
 HK0150
 HK0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB107734(NAD 83)
 HK0150_MARKER: DB = BENCH MARK DISK
 HK0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0150_STAMPING: H 93 1935
 HK0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0150+STABILITY: SURFACE MOTION
 HK0150
 HK0150  HISTORY     - Date     Condition        Report By
 HK0150  HISTORY     - 1935     MONUMENTED       CGS
 HK0150
 HK0150                          STATION DESCRIPTION
 HK0150
 HK0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HK0150'1 MI N FROM WALSENBURG.
 HK0150'1.0 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE COUNTY COURTHOUSE AT
 HK0150'WALSENBURG, HUERFANO COUNTY, THENCE 8.8 MILES NORTHWEST ALONG THE
 HK0150'DENVER AND RIO GRANDE WESTERN RAILROAD, 0.1 MILE NORTHEAST OF THE
 HK0150'NORTH END OF TRESTLE 186B, 84.0 FEET EAST OF THE CROSSING OF A ROW OF
 HK0150'POLES, 38.0 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 4.2 FEET
 HK0150'NORTH OF A SCRUB CEDAR TREE, 3.0 FEET NORTH OF A 4- BY 4-INCH WOODEN
 HK0150'MARKER POST STENCILED U.S.B.M., 2 FEET SOUTH OF A FENCE, AND 1.0 FOOT
 HK0150'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED H 93 1935 AND SET
 HK0150'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 HK0150'NOTE -- IT WAS REPORTED IN OCTOBER 1941 THAT THE SOUTHEAST CORNER
 HK0150'OF THE POST HAD BEEN BROKEN OFF AND THE DISK SLIGHTLY BATTERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0182 ***********************************************************************
 HK0182  DESIGNATION -  H 94
 HK0182  PID         -  HK0182
 HK0182  STATE/COUNTY-  CO/HUERFANO
 HK0182  USGS QUAD   -  GARDNER (1969)
 HK0182
 HK0182                         *CURRENT SURVEY CONTROL
 HK0182  ___________________________________________________________________
 HK0182* NAD 83(1986)-  37 48 12.     (N)    105 14 31.     (W)     SCALED    
 HK0182* NAVD 88     -      2232.729  (meters)    7325.21   (feet)  ADJUSTED  
 HK0182  ___________________________________________________________________
 HK0182  GEOID HEIGHT-         -15.80  (meters)                     GEOID03
 HK0182  DYNAMIC HT  -        2229.935 (meters)    7316.05  (feet)  COMP
 HK0182  MODELED GRAV-     979,298.2   (mgal)                       NAVD 88
 HK0182
 HK0182  VERT ORDER  -  SECOND    CLASS 0
 HK0182
 HK0182.The horizontal coordinates were scaled from a topographic map and have
 HK0182.an estimated accuracy of +/- 6 seconds.
 HK0182
 HK0182.The orthometric height was determined by differential leveling
 HK0182.and adjusted by the National Geodetic Survey in June 1991..
 HK0182
 HK0182.The geoid height was determined by GEOID03.
 HK0182
 HK0182.The dynamic height is computed by dividing the NAVD 88
 HK0182.geopotential number by the normal gravity value computed on the
 HK0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0182.degrees latitude (g = 980.6199 gals.).
 HK0182
 HK0182.The modeled gravity was interpolated from observed gravity values.
 HK0182
 HK0182;                    North         East    Units  Estimated Accuracy
 HK0182;SPC CO S     -   430,980.      937,130.      MT  (+/- 180 meters Scaled)
 HK0182
 HK0182                          SUPERSEDED SURVEY CONTROL
 HK0182
 HK0182  NGVD 29 (??/??/92) 2231.505  (m)         7321.20   (f) ADJ UNCH    2 0
 HK0182
 HK0182.Superseded values are not recommended for survey control.
 HK0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0182.See file dsdata.txt to determine how the superseded data were derived.
 HK0182
 HK0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB787840(NAD 83)
 HK0182_MARKER: DB = BENCH MARK DISK
 HK0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0182_STAMPING: H 94 1935
 HK0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0182+STABILITY: SURFACE MOTION
 HK0182
 HK0182  HISTORY     - Date     Condition        Report By
 HK0182  HISTORY     - 1935     MONUMENTED       CGS
 HK0182  HISTORY     - 1969     GOOD             USGS
 HK0182
 HK0182                          STATION DESCRIPTION
 HK0182
 HK0182'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 HK0182'4.5 MI NW FROM GARDNER.
 HK0182'4.5 MILES NORTHWEST ALONG NEW STATE HIGHWAY 69 FROM THE POST
 HK0182'OFFICE AT GARDNER, HUERFANO COUNTY, THENCE 0.15 MILES SOUTH TO
 HK0182'SITE OF OLD STATE HIGHWAY 69, 0.3 MILES NORTHWEST OF THE CROSSING
 HK0182'OF A RANCH ROAD LEADING TO THE NEW HIGHWAY, 0.20 MILES SOUTHWEST
 HK0182'OF A WOODEN BRIDGE OVER A WASH ON THE NEW HIGHWAY, 92 FEET WEST
 HK0182'OF THE WEST BANK OF THE WASH, 87.0 FEET SOUTH OF THE CENTERLINE
 HK0182'OF THE OLD HIGHWAY, 3.0 FEET SOUTH OF A 4-BY-4 INCH WOODEN MARKER
 HK0182'POST A STANDARD DISK, STAMPED H 94 1935 AND SET IN THE TOP OF
 HK0182'CONCRETE POST 0.4 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0373 ***********************************************************************
 HJ0373  DESIGNATION -  HACK
 HJ0373  PID         -  HJ0373
 HJ0373  STATE/COUNTY-  CO/BACA
 HJ0373  USGS QUAD   -  WALKER CANYON (1971)
 HJ0373
 HJ0373                         *CURRENT SURVEY CONTROL
 HJ0373  ___________________________________________________________________
 HJ0373* NAD 83(1992)-  37 31 48.48950(N)    103 03 58.81023(W)     ADJUSTED  
 HJ0373* NAVD 88     -      1494.24   (+/-2cm)    4902.4    (feet)  VERTCON   
 HJ0373  ___________________________________________________________________
 HJ0373  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 HJ0373  GEOID HEIGHT-         -21.98  (meters)                     GEOID03
 HJ0373
 HJ0373  HORZ ORDER  -  FIRST
 HJ0373  VERT ORDER  -  THIRD ? (See Below)
 HJ0373
 HJ0373.The horizontal coordinates were established by classical geodetic methods
 HJ0373.and adjusted by the National Geodetic Survey in January 1993..
 HJ0373
 HJ0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 HJ0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HJ0373.The vertical order pertains to the NGVD 29 superseded value.
 HJ0373
 HJ0373.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0373
 HJ0373.The geoid height was determined by GEOID03.
 HJ0373
 HJ0373;                    North         East     Units Scale Factor Converg.
 HJ0373;SPC CO S     -   403,433.429 1,129,480.050   MT  0.99995940   +1 29 33.9
 HJ0373;SPC CO S     - 1,323,597.84  3,705,635.80   sFT  0.99995940   +1 29 33.9
 HJ0373;UTM  13      - 4,155,441.417   670,856.419   MT  0.99995958   +1 10 41.6
 HJ0373
 HJ0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0373!SPC CO S     -   0.99976902  x   0.99995940  =   0.99972843
 HJ0373!UTM  13      -   0.99976902  x   0.99995958  =   0.99972861
 HJ0373
 HJ0373:                Primary Azimuth Mark                     Grid Az
 HJ0373:SPC CO S     -  HACK AZ MK                               090 40 19.8
 HJ0373:UTM  13      -  HACK AZ MK                               090 59 12.1
 HJ0373
 HJ0373|---------------------------------------------------------------------|
 HJ0373| PID    Reference Object                     Distance      Geod. Az  |
 HJ0373|                                                           dddmmss.s |
 HJ0373| CM8235 HACK AZ MK                                         0920953.7 |
 HJ0373| HJ0483 HACK RM 1                             9.046 METERS 17527     |
 HJ0373| HJ0482 HACK RM 2                             8.098 METERS 27428     |
 HJ0373|---------------------------------------------------------------------|
 HJ0373
 HJ0373                          SUPERSEDED SURVEY CONTROL
 HJ0373
 HJ0373  NAD 83(1986)-  37 31 48.48264(N)    103 03 58.79801(W) AD(       ) 1
 HJ0373  NAD 27      -  37 31 48.43433(N)    103 03 57.05396(W) AD(       ) 1
 HJ0373  NGVD 29 (07/19/86) 1493.51   (m)         4900.0    (f) LEVELING    3  
 HJ0373
 HJ0373.Superseded values are not recommended for survey control.
 HJ0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0373.See file dsdata.txt to determine how the superseded data were derived.
 HJ0373
 HJ0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB7085655441(NAD 83)
 HJ0373_MARKER: DS = TRIANGULATION STATION DISK
 HJ0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0373
 HJ0373  HISTORY     - Date     Condition        Report By
 HJ0373  HISTORY     - 1953     MONUMENTED       CGS
 HJ0373
 HJ0373                          STATION DESCRIPTION
 HJ0373
 HJ0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HJ0373'THE STATION IS LOCATED ON THE HIGHEST POINT IN THE IMMEDIATE
 HJ0373'VICINITY BETWEEN RULE CREEK AND HACHBERRY CREEK, ABOUT 26.5
 HJ0373'MILES WEST NORTHWEST OF SPRINGFIELD, 16.5 MILES NORTHWEST
 HJ0373'OF PRITCHETT, 1/2 MILE E OF LAS ANIMAS-BACA COUNTY LINE, 27 FEET
 HJ0373'WEST OF THE NORTH-SOUTH FENCELINE AND 13 FEET SOUTH OF THE
 HJ0373'CENTERLINE OF THE EAST-WEST DIM TRACK ROAD.
 HJ0373'
 HJ0373'TO REACH, FROM THE MAIN INTERSECTION 1 BLOCK EAST OF THE U.S.
 HJ0373'POST OFFICE IN SPRINGFIELD, GO NORTH, ON U.S. HIGHWAY 287,
 HJ0373'FOR 10.8 MILES TO CROSS ROADS AND STATE HIGHWAY 116.  TURN LEFT,
 HJ0373'AND GO WEST, ON STATE HIGHWAY 116, FOR 13.3 MILES TO T ROAD.
 HJ0373'TURN RIGHT, AND GO NORTH 1.0 MILE TO FORKS.  TAKE LEFT FORK,
 HJ0373'AND GO WEST 6.9 MILES TO T ROAD AND STATE HIGHWAY 101.  TURN
 HJ0373'RIGHT, AND GO NORTHERLY 0.5 MILE TO SIDE ROAD LEFT.  TURN LEFT,
 HJ0373'AND GO SOUTHWEST 2.4 MILES TO SIDE ROAD LEFT.  CONTINUE SOUTH
 HJ0373'0.5 MILE TO SIDE ROAD RIGHT.  TURN RIGHT, AND GO WESTERLY
 HJ0373'2.85 MILES TO THE AZIMUTH MARK.  CONTINUE WEST 1.8 MILES
 HJ0373'TO A T FENCE CORNER.  TURN RIGHT, AND GO NORTH, ALONG THE
 HJ0373'WEST SIDE OF THE NORTH-SOUTH FENCELINE 0.15 MILE TO
 HJ0373'HIGHEST POINT OF HILL AND THE STATION.
 HJ0373'
 HJ0373'THE STATION IS A STANDARD DISK, STAMPED HACK 1953, SET IN THE
 HJ0373'TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 HJ0373'4 INCHES.
 HJ0373'
 HJ0373'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED HACK NO 1
 HJ0373'1953, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 HJ0373'PROJECTS ABOUT 4 INCHES AND IS ABOUT THE SAME ELEVATION AS
 HJ0373'THE STATION.  IT IS LOCATED 24 FEET WEST OF THE NORTH-SOUTH
 HJ0373'FENCELINE.
 HJ0373'
 HJ0373'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED HACK NO 2
 HJ0373'1953, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 HJ0373'PROJECTS ABOUT 4 INCHES AND IS ABOUT THE SAME ELEVATION AS THE
 HJ0373'STATION.  IT IS LOCATED 12 FEET SOUTH OF THE CENTERLINE OF THE
 HJ0373'DIM TRACK ROAD.
 HJ0373'
 HJ0373'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HACK 1953, SET IN
 HJ0373'THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HJ0373'ABOUT 3 INCHES.  IT IS LOCATED ALONG THE NORTH SIDE OF THE
 HJ0373'EAST-WEST DIRT ROAD, ABOUT 300 FEET WEST OF THE LONE MAIL BOX
 HJ0373'AND 30 FEET NORTH OF THE CENTERLINE OF THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0589 ***********************************************************************
 LN0589  DESIGNATION -  HACKENS
 LN0589  PID         -  LN0589
 LN0589  STATE/COUNTY-  CO/MOFFAT
 LN0589  USGS QUAD   -  JONES HOLE (1977)
 LN0589
 LN0589                         *CURRENT SURVEY CONTROL
 LN0589  ___________________________________________________________________
 LN0589* NAD 83(1992)-  40 35 43.03539(N)    109 01 10.37419(W)     ADJUSTED  
 LN0589* NAVD 88     -      2632.7    (meters)    8637.     (feet)  VERTCON   
 LN0589  ___________________________________________________________________
 LN0589  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 LN0589  GEOID HEIGHT-         -15.28  (meters)                     GEOID03
 LN0589
 LN0589  HORZ ORDER  -  FIRST
 LN0589
 LN0589.The horizontal coordinates were established by classical geodetic methods
 LN0589.and adjusted by the National Geodetic Survey in November 1997..
 LN0589
 LN0589.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0589
 LN0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0589
 LN0589.The geoid height was determined by GEOID03.
 LN0589
 LN0589;                    North         East     Units Scale Factor Converg.
 LN0589;SPC CO N     -   450,830.293   616,565.817   MT  0.99997489   -2 16 26.8
 LN0589;SPC CO N     - 1,479,099.05  2,022,849.68   sFT  0.99997489   -2 16 26.8
 LN0589;SPC UT C     - 2,254,039.194   709,934.872   MT  0.99998685   +1 35 20.1
 LN0589;SPC UT N     - 1,032,086.391   709,940.611   MT  1.00002181   +1 38 07.8
 LN0589;UTM  12      - 4,495,716.736   667,578.815   MT  0.99994568   +1 17 20.4
 LN0589
 LN0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0589!SPC CO N     -   0.99958958  x   0.99997489  =   0.99956449
 LN0589!SPC UT C     -   0.99958958  x   0.99998685  =   0.99957644
 LN0589!SPC UT N     -   0.99958958  x   1.00002181  =   0.99961139
 LN0589!UTM  12      -   0.99958958  x   0.99994568  =   0.99953529
 LN0589
 LN0589:                Primary Azimuth Mark                     Grid Az
 LN0589:SPC CO N     -  WILD                                     156 15 17.6
 LN0589:SPC UT C     -  WILD                                     152 23 30.7
 LN0589:SPC UT N     -  WILD                                     152 20 43.0
 LN0589:UTM  12      -  WILD                                     152 41 30.4
 LN0589
 LN0589|---------------------------------------------------------------------|
 LN0589| PID    Reference Object                     Distance      Geod. Az  |
 LN0589|                                                           dddmmss.s |
 LN0589| LN0591 WILD                                APPROX. 1.4 KM 1535850.8 |
 LN0589| CP5482 HACKENS RM 1                         11.237 METERS 17158     |
 LN0589| CP5483 HACKENS RM 2                          9.870 METERS 23547     |
 LN0589|---------------------------------------------------------------------|
 LN0589
 LN0589                          SUPERSEDED SURVEY CONTROL
 LN0589
 LN0589  NAD 83(1992)-  40 35 43.03272(N)    109 01 10.36683(W) AD(       ) 1
 LN0589  NAD 83(1992)-  40 35 43.01964(N)    109 01 10.36421(W) AD(       ) 1
 LN0589  NAD 83(1986)-  40 35 43.01933(N)    109 01 10.36412(W) AD(       ) 1
 LN0589  NAD 27      -  40 35 43.15100(N)    109 01 07.93400(W) AD(       ) 1
 LN0589  NGVD 29 (07/19/86) 2631.3    (m)         8633.     (f) VERT ANG       
 LN0589
 LN0589.Superseded values are not recommended for survey control.
 LN0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0589.See file dsdata.txt to determine how the superseded data were derived.
 LN0589
 LN0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK6757995717(NAD 83)
 LN0589_MARKER: DS = TRIANGULATION STATION DISK
 LN0589_SETTING: 66 = SET IN ROCK OUTCROP
 LN0589
 LN0589  HISTORY     - Date     Condition        Report By
 LN0589  HISTORY     - 1946     MONUMENTED       CGS
 LN0589  HISTORY     - 1952     SEE DESCRIPTION  USGS
 LN0589
 LN0589                          STATION DESCRIPTION
 LN0589
 LN0589'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (DHK)
 LN0589'STATION IS LOCATED ON THE HIGHEST PART OF AND NORTHERN END
 LN0589'OF A BARE ROCK TOP-POINT OF WILD MOUNTAIN, AND NEAR THE HEAD
 LN0589'OF HACKINGS DRAW, WHICH IS A SHORT DRAW ON SUMMIT OF THE
 LN0589'MOUNTAIN.  ABOUT 29 MILES NORTHEAST OF VERNAL.  ABOUT 23
 LN0589'MILES AIRLINE NORTHEAST OF JENSEN.  AND ABOUT 5 MILES AIRLINE
 LN0589'NORTHEAST OF THE JUNCTION OF GREEN RIVER AND YAMPA RIVER.
 LN0589'FLUSH WITH GROUND SURFACE.  SET IN BEDROCK.  STAMPED--HACKENS
 LN0589'1946.
 LN0589'
 LN0589'REFERENCE MARK NO. 1 IS SOUTH OF AND APPROXIMATELY 1 FOOT
 LN0589'LOWER THAN STATION.  FLUSH WITH GROUND SURFACE.  SET IN BEDROCK.
 LN0589'STAMPED--HACKENS NO 1 1946.
 LN0589'
 LN0589'REFERENCE MARK NO. 2 IS WEST OF AND APPROXIMATELY 1 FOOT
 LN0589'LOWER THAN STATION.  FLUSH WITH GROUND SURFACE.  SET IN BEDROCK.
 LN0589'STAMPED--HACKENS NO 2 1946.
 LN0589'
 LN0589'TO REACH FROM VERNAL, GO NORTH ON STATE HIGHWAY 44 FOR 0.5
 LN0589'MILE TO CROSSROAD.  TURN RIGHT (E) AND GO 5.15 MILES TO FORK
 LN0589'JUST AFTER CROSSING WOODEN BRIDGE.  TAKE LEFT FORK FOLLOWING
 LN0589'MAIN TRAVELED ROAD FOR 15.7 MILES TO FORK AT TOP OF RIM.
 LN0589'TAKE LEFT FORK MAIN TRAVELED ROAD FOR 2.2 MILES TO FORK.
 LN0589'TURN RIGHT AND FOLLOW MAIN ROAD FOR 2.05 MILES TO FORK.  TAKE
 LN0589'RIGHT FORK FOR 2.6 MILES TO FORK ON LEFT AND G.L.O. SECTION
 LN0589'CORNER MARKER ON RIGHT.  KEEP RIGHT FORK STRAIGHT AHEAD AND
 LN0589'GO 1.7 MILES TO FORK.  TAKE LEFT FORK MAIN ROAD AND GO 0.45
 LN0589'MILES TO FORK.  KEEP RIGHT FORK (E) STRAIGHT AHEAD AND GO
 LN0589'2.05 MILES TO SMALL FENCED IN AREA AT BOTTOM OF DRAW.
 LN0589'CONTINUE 1.45 MILES TO NUMBER OF DIM ROADS.  CONTINUE ON MAIN
 LN0589'TRAVELED ROAD EAST 0.8 MILES TO FORK.  TAKE LEFT FORK (NE
 LN0589'AND GO 1.2 MILES TO STEEP HILL.  END OF TRUCK TRAVEL FOR
 LN0589'TWO WHEEL DRIVE.  CONTINUE 1.7 MILES TO BOTTOM OF
 LN0589'DRAW, PASSING OLD CABIN AND CORRAL.  CROSS SMALL DAM AND
 LN0589'CONTINUE ON OLD WAGON ROAD FOR 1.0 MILES TO BASE OF STEEP
 LN0589'HILL.  HERE TURN SOUTH UP DRAW FOR 0.3 MILES TO SADDLE.
 LN0589'FOLLOW DIM ROAD IN EASTERLY DIRECTION FOR 1.2 MILES TO
 LN0589'SADDLE.  TURN SHARP LEFT (N) AND PICK WAY UP RIDGE FOR
 LN0589'APPROX. 1.0 MILES TO HIGHEST POINT AND STATION SITE AS
 LN0589'DESCRIBED.  A FOUR WHEEL DRIVE WAS DRIVEN TO STATION.
 LN0589
 LN0589                          STATION RECOVERY (1952)
 LN0589
 LN0589'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 LN0589'RECOVERED, REDESCRIBED AS FOLLOWS, STATION LOCATED
 LN0589'ABOUT 8.3 MI. AIR N. AND 25.9 AIR MI. E. OF VERNAL UTAH IN THE S. 1/2
 LN0589'OF SEC.31 T.8 N., R.103 W., ON NORTHERN END AND HIGHEST POINT OF WILD
 LN0589'MOUNTAIN.
 LN0589'
 LN0589'TO REACH STATION FROM INTERSECTION OF U.S. HIGHWAY 40 AND E. FIFTH ST.
 LN0589'IN VERNAL, UTAH GO N. ON E. FIFTH ST. 0.5 MI. THEN RIGHT ON MAIN
 LN0589'TRAVELED RD. 2.9 MI. TO RD. FORK, THEN FOLLOW LEFT FORK 3.7 MI. TO RD.
 LN0589'FORK, THEN FOLLOW RIGHT FORK 2.3 MI. TO RD. FORK, THEN FOLLOW LEFT
 LN0589'FORK 10.5  MI. TO RD. FORK JUST BEYOND TOP OF RIM, THEN FOLLOW LEFT
 LN0589'FORK 4.2 MI. TO BOTTOM OF DRAW AND RD. FORK, FOLLOW RIGHT FORK 2.8 MI.
 LN0589'TO PORTION OF OLD CABIN ON LEFT AND GLO MARKER ON RIGHT, STAMPED
 LN0589'---T2S,R24E.--- SEC. 8,9,16,17, CONTINUE ON MAIN TRAVELED RD. 0.5 MI.
 LN0589'TO RD. FORK, THEN FOLLOW RIGHT FORK UP HILL, 2.8 MI. TO RD. FORK, THEN
 LN0589'FOLLOW RIGHT FORK 0.9 MI. TO RD. FORK, THEN FOLLOW RIGHT FORK 1.8 MI.
 LN0589'TO RD. FORK, THEN FOLLOW LEFT FORK 0.5 MI. TO RD. FORK NEAR CABIN AND
 LN0589'CORRAL ON LEFT, THEN FOLLOW RIGHT FORK 0.5 MI. TO RD. FORK, THEN LEFT
 LN0589'FORK 1.9 MI. TO RD. FORK AND DAM ON RIGHT, FOLLOW LEFT  FORK 0.2 MI.
 LN0589'TO DAM ON RIGHT, CONTINUE ON MAIN TRAVELED RD. 1.1 MI. TO RD. FORK,
 LN0589'THEN FOLLOW LEFT FORK 0.7 MI. TO RD. FORKS AT BOTTOM OF DRAW, THEN
 LN0589'FOLLOW EXTREME RIGHT FORK 1.2 MI. TO BOTTOM OF DRAW AND CABIN AT DAM,
 LN0589'CROSS DAM AND CONTINUE ON TRACK RD. 1.6 MI. TO BOTTOM OF DRAW AND DAM,
 LN0589'CONTINUE ON TRACK RD. 1.6 MI. TO BOTTOM OF DRAW AND DAM, CONTINUE ON
 LN0589'TRACK RD. 0.7 MI. TO RD. FORK, THEN FOLLOW LEFT FORK 1.0 MI. TO SADDLE
 LN0589'CONTINUE ON TRAIL 1.2 MI., S. AND E. TO SADDLE, THEN ACROSS COUNTRY,
 LN0589'NW., 1.0 MI. TO TOP OF RIDGE AND STATION.
 LN0589'
 LN0589'STATION MARK - STANDARD NGS DISK SET IN BEDROCK FLUSH WITH THE GROUND,
 LN0589'STAMPED --- HACKENS 1946---.
 LN0589'
 LN0589'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0385 ***********************************************************************
 HJ0385  DESIGNATION -  HADLEY
 HJ0385  PID         -  HJ0385
 HJ0385  STATE/COUNTY-  CO/BENT
 HJ0385  USGS QUAD   -  THOMPSON ARROYO (1966)
 HJ0385
 HJ0385                         *CURRENT SURVEY CONTROL
 HJ0385  ___________________________________________________________________
 HJ0385* NAD 83(1992)-  37 58 10.67128(N)    103 22 54.73709(W)     ADJUSTED  
 HJ0385* NAVD 88     -      1343.9    (meters)    4409.     (feet)  VERTCON   
 HJ0385  ___________________________________________________________________
 HJ0385  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 HJ0385  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 HJ0385
 HJ0385  HORZ ORDER  -  FIRST
 HJ0385
 HJ0385.The horizontal coordinates were established by classical geodetic methods
 HJ0385.and adjusted by the National Geodetic Survey in January 1993..
 HJ0385
 HJ0385.The NAVD 88 height was computed by applying the VERTCON shift value to
 HJ0385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HJ0385
 HJ0385.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0385
 HJ0385.The geoid height was determined by GEOID03.
 HJ0385
 HJ0385;                    North         East     Units Scale Factor Converg.
 HJ0385;SPC CO S     -   451,519.275 1,100,493.378   MT  0.99994818   +1 17 57.2
 HJ0385;SPC CO S     - 1,481,359.49  3,610,535.36   sFT  0.99994818   +1 17 57.2
 HJ0385;UTM  13      - 4,203,680.496   642,130.571   MT  0.99984881   +0 59 44.6
 HJ0385
 HJ0385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0385!SPC CO S     -   0.99979264  x   0.99994818  =   0.99974083
 HJ0385!UTM  13      -   0.99979264  x   0.99984881  =   0.99964148
 HJ0385
 HJ0385:                Primary Azimuth Mark                     Grid Az
 HJ0385:SPC CO S     -  LAS ANIMAS MUNICIPAL TANK                049 00 39.7
 HJ0385:UTM  13      -  LAS ANIMAS MUNICIPAL TANK                049 18 52.3
 HJ0385
 HJ0385|---------------------------------------------------------------------|
 HJ0385| PID    Reference Object                     Distance      Geod. Az  |
 HJ0385|                                                           dddmmss.s |
 HJ0385| JJ0928 LAS ANIMAS MUNICIPAL TANK           APPROX.16.9 KM 0501836.9 |
 HJ0385| CM8241 HADLEY RM 2                          16.954 METERS 11655     |
 HJ0385| CM8242 HADLEY RM 3                          18.283 METERS 25213     |
 HJ0385| CM8240 HADLEY AZ MK                                       2530558.4 |
 HJ0385| HJ0404 LA JUNTA SOUTH WATER TANK           APPROX.14.3 KM 2680123.2 |
 HJ0385| HJ0402 LA JUNTA NORTH WATER TANK           APPROX.14.8 KM 2723344.9 |
 HJ0385| HJ0401 LA JUNTA WESTERN CANNING STACK      APPROX.15.5 KM 2771557.7 |
 HJ0385| HJ0407 LA JUNTA RADIO STA KBNZ MAST        APPROX.16.1 KM 2773654.0 |
 HJ0385| HJ0405 LA JUNTA SANTA FE RR STACK          APPROX.14.3 KM 2795528.9 |
 HJ0385| JJ0945 SWINK HOLLY SUGAR CORP STACK        APPROX.21.5 KM 2833132.7 |
 HJ0385| JJ0949 ROCKY FORD CRYSTAL SUGAR COMPANY ST APPROX.31.9 KM 2882721.4 |
 HJ0385|---------------------------------------------------------------------|
 HJ0385
 HJ0385                          SUPERSEDED SURVEY CONTROL
 HJ0385
 HJ0385  NAD 83(1986)-  37 58 10.65448(N)    103 22 54.73013(W) AD(       ) 1
 HJ0385  NAD 27      -  37 58 10.62422(N)    103 22 52.95796(W) AD(       ) 1
 HJ0385  NGVD 29 (07/19/86) 1343.3    (m)         4407.     (f) VERT ANG       
 HJ0385
 HJ0385.Superseded values are not recommended for survey control.
 HJ0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0385.See file dsdata.txt to determine how the superseded data were derived.
 HJ0385
 HJ0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC4213103680(NAD 83)
 HJ0385_MARKER: DS = TRIANGULATION STATION DISK
 HJ0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0385
 HJ0385  HISTORY     - Date     Condition        Report By
 HJ0385  HISTORY     - 1922     MONUMENTED       CGS
 HJ0385  HISTORY     - 1935     GOOD             CGS
 HJ0385  HISTORY     - 1944     POOR             CGS
 HJ0385  HISTORY     - 1949     GOOD             USE
 HJ0385  HISTORY     - 1949     GOOD             USGS
 HJ0385  HISTORY     - 1952     GOOD             CGS
 HJ0385  HISTORY     - 1960     GOOD             CGS
 HJ0385  HISTORY     - 1972     GOOD             NGS
 HJ0385  HISTORY     - 19870320 GOOD             RBNF
 HJ0385  HISTORY     - 1988     GOOD             RBNF
 HJ0385
 HJ0385                          STATION DESCRIPTION
 HJ0385
 HJ0385'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 HJ0385'ABOUT 12 MILES SOUTHWEST OF LAS ANIMAS, 8 MILES SOUTHEAST OF
 HJ0385'LA JUNTA, 4 MILES SOUTH OF HADLEY, 3 MILES EAST OF J.J. DWYERS
 HJ0385'PLACE, AND 3/8 MILE SOUTH OF A LONE HILL STANDING IN VALLEY
 HJ0385'JUST NORTH OF THE MESA.  THE STATION IS 60 METERS EAST OF THE
 HJ0385'HEAD OF A GULLY WITH A FENCE ON ITS WESTERN SIDE AND IS ON THE
 HJ0385'HIGHEST PART OF A GRAVEL KNOB.  SURFACE MARK IS DISK SET AS
 HJ0385'DESCRIBED.  UNDERGROUND MARK IS DISK SET.
 HJ0385'REFERENCE MARK, A DISK SET AS
 HJ0385'DESCRIBED, IS 16.96 METERS (55.6 FEET)
 HJ0385'FROM THE STATION.
 HJ0385
 HJ0385                          STATION RECOVERY (1935)
 HJ0385
 HJ0385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (AWJ)
 HJ0385'THE STATION WAS FOUND AS DESCRIBED.  IT IS IN GOOD CONDITION.
 HJ0385'IT IS POSSIBLE TO APPROACH THE MARK BY AUTOMOBILE OVER THE
 HJ0385'PRAIRIES FROM THE SOUTH AND WEST.  THE ROAD FROM LA JUNTA,
 HJ0385'COLORADO TO HIGBEE, COLORADO IS THE NEAREST MAIN HIGHWAY TO
 HJ0385'THE WEST OF THE STATION AND A POOR DIRT ROAD FROM LAS ANIMAS,
 HJ0385'COLORADO TO HIGBEE, COLORADO IS TO THE EAST OF THE STATION.
 HJ0385'SO THAT THE STATION CAN BE REACHED FROM EITHER LA JUNTA OR
 HJ0385'LAS ANIMAS.
 HJ0385
 HJ0385                          STATION RECOVERY (1944)
 HJ0385
 HJ0385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (HJB)
 HJ0385'STATION AND REFERENCE MARK RECOVERED.  STATION MARK HAS BEEN
 HJ0385'BROKEN OFF ABOUT 1 FOOT BELOW THE TOP, BUT IS RESTING IN
 HJ0385'ORIGINAL HOLE.  REFERENCE MARK IS IN GOOD CONDITION.  ORIGINAL
 HJ0385'DESCRIPTION IS INADEQUATE AND IT WAS NECESSARY TO SEARCH ALL
 HJ0385'THE HILLS IN THE VICINITY AS IT IS NOT ON THE HIGHEST POINT
 HJ0385'OF THE RANGE.  THE APPROACH TO THE STATION SHOULD BE FROM THE
 HJ0385'W.
 HJ0385'
 HJ0385'TO REACH STATION FROM THE POST OFFICE IN LA JUNTA, GO E TO
 HJ0385'THE SANTA FE HOSPITAL, TURN RIGHT (S) TO THE SECOND STREET
 HJ0385'ON THE LEFT.  TURN LEFT (E) AND GO ABOUT 5-1/2 MILES TO
 HJ0385'WHERE THE MAIN ROAD TURNS S.  HERE CONTINUE E AND SE OVER
 HJ0385'TRACK ROAD ABOUT 2-1/2 MILES TO HIGH POINT OF THE RANGE (CROSSING
 HJ0385'A DEEP WASH AT 0.6 MILE).  CONTINUE E ABOUT 500 FEET AND TAKE
 HJ0385'A DIM ROAD FORKING LEFT, THE MAIN ROAD LEADING RIGHT.  FOLLOW
 HJ0385'THE DIM ROAD TO ITS END.  STATION IS ABOUT 500 FEET W OF A
 HJ0385'FENCE, IN THE HIGHEST POINT IN THAT VICINITY.
 HJ0385
 HJ0385                          STATION RECOVERY (1949)
 HJ0385
 HJ0385'RECOVERY NOTE BY US ENGINEERS 1949 (RCS)
 HJ0385'THE MARK WAS EASILY FOUND FROM THE DESCRIPTION.  IT IS STAMPED
 HJ0385'HADLEY 1922.
 HJ0385
 HJ0385                          STATION RECOVERY (1949)
 HJ0385
 HJ0385'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 HJ0385'RECOVERED.
 HJ0385
 HJ0385                          STATION RECOVERY (1952)
 HJ0385
 HJ0385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LGT)
 HJ0385'THE STATION MARK, A STANDARD DISK STAMPED HADLEY 1922 AND SET
 HJ0385'IN THE TOP OF A SQUARE CONCRETE BLOCK FLUSH WITH THE GROUND,
 HJ0385'WAS RECOVERED IN GOOD CONDITION.
 HJ0385'
 HJ0385'A SEARCH WAS MADE FOR A REFERENCE MARK 1, BUT NONE WAS FOUND.
 HJ0385'THERE IS NO MENTION OF THERE BEING A REFERENCE MARK 1 IN THE
 HJ0385'PREVIOUS DESCRIPTIONS.
 HJ0385'
 HJ0385'REFERENCE MARK 2, A STANDARD DISK STAMPED HADLEY NO. 2 1922
 HJ0385'AND SET IN THE TOP OF A SQUARE CONCRETE BLOCK FLUSH WITH THE
 HJ0385'GROUND, WAS RECOVERED IN GOOD CONDITION.  A SLIGHT DIFFERENCE
 HJ0385'IN DIRECTION TO REFERENCE MARK 2 WAS NOTED.
 HJ0385'
 HJ0385'REFERENCE MARK 3 AND AN AZIMUTH MARK WERE ESTABLISHED ON THIS
 HJ0385'DATE AS DESCRIBED BELOW.
 HJ0385'
 HJ0385'THE TO REACH IS SLIGHTLY REVISED DUE TO THE CHANGES OF ROADS.
 HJ0385'
 HJ0385'THE STATION IS LOCATED ABOUT 12 MILES AIR LINE SOUTHWEST OF
 HJ0385'LAS ANIMAS, 8 MILES AIR LINE EAST OF LA JUNTA, 1/2 MILE EAST OF
 HJ0385'THE HIGHEST PART OF THE MESA, ON THE EAST SIDE OF AND ABOUT 1/2
 HJ0385'MILE SOUTH OF THE NORTH END OF THE MESA, 200 FEET WEST OF A
 HJ0385'FENCE, AND 3 FEET WEST OF A WHITE WITNESS POST.
 HJ0385'
 HJ0385'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY
 HJ0385'109 IN THE EAST PART OF LA JUNTA, GO SOUTH FOR 0.3 MILE TO
 HJ0385'A T-INTERSECTION.  TURN LEFT, EAST, AND GO 5.3 MILES TO WHERE
 HJ0385'GRADED ROAD TURNS SOUTH AND A TRACK ROAD CONTINUES EAST.
 HJ0385'CONTINUE STRAIGHT AHEAD ON THE TRACK ROAD AND FOLLOW IT EAST
 HJ0385'AND SOUTHEAST FOR 2.8 MILES TO A FORK ON THE TOP OF THE MESA
 HJ0385'AND THE AZIMUTH MARK ON THE LEFT.  TAKE THE LEFT FORK AND
 HJ0385'FOLLOW IT NORTHEAST FOR 0.55 MILE TO THE END OF THE ROAD
 HJ0385'AND THE STATION.  A DRIVE STATION.
 HJ0385'
 HJ0385'REFERENCE MARK 3, A STANDARD DISK STAMPED HADLEY NO 3 1922
 HJ0385'1952, IS SET IN THE TOP OF A SQUARE CONCRETE BLOCK WHICH
 HJ0385'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS ABOUT 2 FEET
 HJ0385'LOWER THAN THE STATION.
 HJ0385'
 HJ0385'THE AZIMUTH MARK, A STANDARD DISK STAMPED HADLEY 1952, IS SET
 HJ0385'IN THE TOP OF A CONCRETE CYLINDER WHICH PROJECTS 6 INCHES
 HJ0385'ABOVE THE GROUND.  IT IS 140 FEET WEST OF THE FORK OF A
 HJ0385'ROAD, 33 FEET NORTH OF THE CENTER LINE OF A ROAD AND 5 FEET
 HJ0385'SOUTH OF A WHITE WITNESS POST.
 HJ0385'
 HJ0385'OBSERVATIONS MADE FROM A 23.27-METER STEEL TOWER.
 HJ0385
 HJ0385                          STATION RECOVERY (1960)
 HJ0385
 HJ0385'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HJ0385'MONUMENT FOUND IN VERY GOOD CONDITION.  HOWEVER, THE WHITE
 HJ0385'WITNESS POST HAS BEEN BURNED DOWN AT THE BASE.  FOUND THE STAKE
 HJ0385'ON SIDE OF KNOLL WITH BOTTON PORTION BURNED.  FOUND REFERENCE
 HJ0385'MARKER IN SW DIRECTION IN GOOD CONDITION.
 HJ0385'
 HJ0385'FOUND LARGE WHITE ROCKS ADJACENT TO 3 OF THE EXCAVATED AREAS
 HJ0385'WITH HEAVY GAUGE WIRE FASTENED TO EACH WHICH MUST HAVE BEEN
 HJ0385'GUY WIRE AND ROCK ANCHORS FOR SOME SORT OF SIGNAL OR TARGET
 HJ0385'THAT WAS USED HERE.
 HJ0385
 HJ0385                          STATION RECOVERY (1972)
 HJ0385
 HJ0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HJ0385'STATION, AZIMUTH MARK, AND REFERENCE MARKS WERE RECOVERED
 HJ0385'IN GOOD CONDITION.  AS DESCRIBED IN LATEST RECOVERY NOTE,
 HJ0385'THE WHITE WITNESS POST HAS BEEN BURNED DOWN AT THE BASE.  ROUTE
 HJ0385'DESCRIPTION WAS ADEQUATE.
 HJ0385
 HJ0385                          STATION RECOVERY (1987)
 HJ0385
 HJ0385'RECOVERY NOTE BY RESEARCHED BUT NOT FOUND 1987 (WMD)
 HJ0385'RECOVERED IN GOOD CONDITION.
 HJ0385
 HJ0385                          STATION RECOVERY (1988)
 HJ0385
 HJ0385'RECOVERY NOTE BY RESEARCHED BUT NOT FOUND 1988 (CH)
 HJ0385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0456 ***********************************************************************
 HK0456  DESIGNATION -  HAGEN
 HK0456  PID         -  HK0456
 HK0456  STATE/COUNTY-  CO/LAS ANIMAS
 HK0456  USGS QUAD   -  DELAGUA (1971)
 HK0456
 HK0456                         *CURRENT SURVEY CONTROL
 HK0456  ___________________________________________________________________
 HK0456* NAD 83(1992)-  37 15 04.51651(N)    104 44 38.34723(W)     ADJUSTED  
 HK0456* NAVD 88     -      2371.3    (meters)    7780.     (feet)  VERTCON   
 HK0456  ___________________________________________________________________
 HK0456  LAPLACE CORR-          -7.40  (seconds)                    DEFLEC99
 HK0456  GEOID HEIGHT-         -18.17  (meters)                     GEOID03
 HK0456
 HK0456  HORZ ORDER  -  THIRD
 HK0456
 HK0456.The horizontal coordinates were established by classical geodetic methods
 HK0456.and adjusted by the National Geodetic Survey in January 1993..
 HK0456
 HK0456.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0456
 HK0456.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0456
 HK0456.The geoid height was determined by GEOID03.
 HK0456
 HK0456;                    North         East     Units Scale Factor Converg.
 HK0456;SPC CO S     -   369,952.014   981,472.940   MT  0.99999680   +0 27 49.4
 HK0456;SPC CO S     - 1,213,750.90  3,220,049.14   sFT  0.99999680   +0 27 49.4
 HK0456;UTM  13      - 4,122,776.154   522,704.027   MT  0.99960635   +0 09 17.9
 HK0456
 HK0456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0456!SPC CO S     -   0.99963087  x   0.99999680  =   0.99962767
 HK0456!UTM  13      -   0.99963087  x   0.99960635  =   0.99923736
 HK0456
 HK0456:                Primary Azimuth Mark                     Grid Az
 HK0456:SPC CO S     -  FRIO                                     284 11 12.0
 HK0456:UTM  13      -  FRIO                                     284 29 43.5
 HK0456
 HK0456|---------------------------------------------------------------------|
 HK0456| PID    Reference Object                     Distance      Geod. Az  |
 HK0456|                                                           dddmmss.s |
 HK0456| HK0486 FRIO                                APPROX. 6.8 KM 2843901.4 |
 HK0456|---------------------------------------------------------------------|
 HK0456
 HK0456                          SUPERSEDED SURVEY CONTROL
 HK0456
 HK0456  NAD 83(1986)-  37 15 04.52564(N)    104 44 38.34322(W) AD(       ) 3
 HK0456  NAD 27      -  37 15 04.46389(N)    104 44 36.37734(W) AD(       ) 3
 HK0456  NGVD 29 (07/19/86) 2370.1    (m)         7776.     (f) VERT ANG       
 HK0456
 HK0456.Superseded values are not recommended for survey control.
 HK0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0456.See file dsdata.txt to determine how the superseded data were derived.
 HK0456
 HK0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB2270422776(NAD 83)
 HK0456_MARKER: DD = SURVEY DISK
 HK0456_SETTING: 66 = SET IN ROCK OUTCROP
 HK0456_SP_SET: SET IN ROCK OUTCROP
 HK0456_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HK0456+STABILITY: POSITION/ELEVATION WELL
 HK0456
 HK0456  HISTORY     - Date     Condition        Report By
 HK0456  HISTORY     - 1949     MONUMENTED       USGS
 HK0456
 HK0456                          STATION DESCRIPTION
 HK0456
 HK0456'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 HK0456'LOCATED ON THE EASTERNMOST OF TWO HIGH SHARP PEAKS KNOWN LOCALLY AS
 HK0456'THE BALDY PEAKS IN T 32 S, R 66 W, SEC. 13.
 HK0456'
 HK0456'TO REACH FROM THE CITY HALL IN TRINIDAD, COLORADO, GO W. ON COLORADO
 HK0456'STATE HIGHWAY 12 FOR 6.5 MI. TO THE COKEDALE ROAD, GO RIGHT IN A
 HK0456'NORTHWESTERLY DIRECTION, ON MAIN COUNTY RD. FOR 7.8 MI. TO RD. FORK,
 HK0456'CROSS BRIDGE AND CONTINUE UP THE CANYON FOR 3.5 MI. TO A T-RD. W.
 HK0456'GO LEFT (W.) ON T-RD. FOR 1.4 MI. TO A CATTLE LANE ON LEFT, JUST PAST
 HK0456'A GROUP OF DESERTED RANCH BUILDINGS, THEN TURN LEFT UP SMALL CANYON
 HK0456'0.8 MI. TO END OF TRUCK TRAVEL.  PACK TO THE TOP OF THE EASTERNMOST
 HK0456'OF TWO HIGH PEAKS OF A SHARP E-W. RIDGE.
 HK0456'
 HK0456'STATION MARK--STANDARD TABLET SET IN LARGE ROCK OUTCROP, STAMPED
 HK0456'---HAGEN 1949---.
 HK0456'
 HK0456'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER SET IN ROCK, 26.55
 HK0456'FT., S 80 DEG 16 MIN E.
 HK0456'
 HK0456'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER SET IN ROCK, 27.95
 HK0456'FT., N 82 DEG 06 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0452 ***********************************************************************
 HK0452  DESIGNATION -  HAGIN
 HK0452  PID         -  HK0452
 HK0452  STATE/COUNTY-  CO/LAS ANIMAS
 HK0452  USGS QUAD   -  DELAGUA (1971)
 HK0452
 HK0452                         *CURRENT SURVEY CONTROL
 HK0452  ___________________________________________________________________
 HK0452* NAD 83(1992)-  37 15 26.55351(N)    104 41 43.41033(W)     ADJUSTED  
 HK0452* NAVD 88     -      2328.1    (meters)    7638.     (feet)  VERTCON   
 HK0452  ___________________________________________________________________
 HK0452  LAPLACE CORR-          -7.01  (seconds)                    DEFLEC99
 HK0452  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 HK0452
 HK0452  HORZ ORDER  -  FIRST
 HK0452
 HK0452.The horizontal coordinates were established by classical geodetic methods
 HK0452.and adjusted by the National Geodetic Survey in January 1993..
 HK0452
 HK0452.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0452
 HK0452.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0452
 HK0452.The geoid height was determined by GEOID03.
 HK0452
 HK0452;                    North         East     Units Scale Factor Converg.
 HK0452;SPC CO S     -   370,667.365   985,778.047   MT  0.99999572   +0 29 36.7
 HK0452;SPC CO S     - 1,216,097.85  3,234,173.48   sFT  0.99999572   +0 29 36.7
 HK0452;UTM  13      - 4,123,468.014   527,011.253   MT  0.99960899   +0 11 03.9
 HK0452
 HK0452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0452!SPC CO S     -   0.99963767  x   0.99999572  =   0.99963340
 HK0452!UTM  13      -   0.99963767  x   0.99960899  =   0.99924681
 HK0452
 HK0452:                Primary Azimuth Mark                     Grid Az
 HK0452:SPC CO S     -  APISHAPA                                 014 15 32.1
 HK0452:UTM  13      -  APISHAPA                                 014 34 04.9
 HK0452
 HK0452|---------------------------------------------------------------------|
 HK0452| PID    Reference Object                     Distance      Geod. Az  |
 HK0452|                                                           dddmmss.s |
 HK0452| HK0453 APISHAPA                            APPROX.13.0 KM 0144508.8 |
 HK0452| CM8243 HAGIN RM 1                            8.871 METERS 07022     |
 HK0452| CM8244 HAGIN RM 2                            9.858 METERS 16258     |
 HK0452|---------------------------------------------------------------------|
 HK0452
 HK0452                          SUPERSEDED SURVEY CONTROL
 HK0452
 HK0452  NAD 83(1986)-  37 15 26.55814(N)    104 41 43.40480(W) AD(       ) 1
 HK0452  NAD 27      -  37 15 26.49600(N)    104 41 41.44500(W) AD(       ) 1
 HK0452  NGVD 29 (07/19/86) 2326.9    (m)         7634.     (f) VERT ANG       
 HK0452
 HK0452.Superseded values are not recommended for survey control.
 HK0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0452.See file dsdata.txt to determine how the superseded data were derived.
 HK0452
 HK0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB2701123468(NAD 83)
 HK0452_MARKER: DS = TRIANGULATION STATION DISK
 HK0452_SETTING: 66 = SET IN ROCK OUTCROP
 HK0452
 HK0452  HISTORY     - Date     Condition        Report By
 HK0452  HISTORY     - 1949     MONUMENTED       CGS
 HK0452
 HK0452                          STATION DESCRIPTION
 HK0452
 HK0452'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 HK0452'THE STATION IS LOCATED ON A HIGH PEAK, ON PROPERTY OF CHARLES
 HK0452'HAGIN, ABOUT 12 MILES AIR LINE NORTHWEST OF TRINIDAD, ABOUT
 HK0452'10.6 MILES AIR LINE SOUTH OF AGUILAR, ABOUT 1.0 MILE SOUTHWEST OF
 HK0452'WHERE THE GRADED ROAD FROM LUDLOW UP PERWIND CANYON CROSSES THE
 HK0452'DIVIDE AND HEADS DOWN RIELLY CANYON, ABOUT 1. MILE EAST OF A
 HK0452'SCHOOLHOUSE AND ABOUT 1/3 MILE WEST OF THE HEADS OF HUNTER AND
 HK0452'WOLF CANYONS.  THIS PEAK IS HIGHEST POINT FOR AT LEAST 2 MILES
 HK0452'IN ANY DIRECTION AND IS LIGHTLY WOODED AND ROCKY ON THE TOP.
 HK0452'THE STATION MARK IS ON THE SOUTH EDGE AND HIGHEST POINT OF
 HK0452'RIDGE, FLUSH WITH THE GROUND AND IS STAMPED, HAGIN 1949.
 HK0452'
 HK0452'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS THE
 HK0452'STATION MARK, FLUSH WITH THE GROUND AND IS STAMPED, HAGIN NO
 HK0452'1 1949.
 HK0452'
 HK0452'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN THE STATION
 HK0452'MARK, FLUSH WITH THE GROUND AND IS STAMPED, HAGIN NO 2 1949.
 HK0452'
 HK0452'TO REACH THE STATION FROM AGUILAR GO SOUTH ON U.S. HIGHWAY 85 AND
 HK0452'87 FOR 6.8 MILES TO A GRADED ROAD RIGHT, WEST, JUST BEFORE
 HK0452'REACHING RAILROAD TRACK.  TURN RIGHT FOR 0.9 MILE TO FORK JUST
 HK0452'BEFORE CROSSING RAILROAD TRACK.  TURN LEFT, SOUTH, ALONG THE
 HK0452'EAST SIDE OF RAILROAD TRACK FOR 1.1 MILE TO FORK.  TURN RIGHT,
 HK0452'WEST, AND GO UNDER UNDERPASS AND FOLLOW MAIN ROAD UP CANYON FOR
 HK0452'4.6 MILES AND PASS UNDER COAL TRESTLE.  CONTINUE 0.2 MILE TO
 HK0452'FORK.  TAKE RIGHT FORK FOR 3.6 MILES TO TOP OF DIVIDE.  CONTINUE
 HK0452'ON MAIN ROAD DOWN RIELLY CANYON FOR 1.3 MILES TO FORK JUST
 HK0452'AFTER PASSING A SCHOOLHOUSE ON THE LEFT.  TAKE LEFT FORK FOR
 HK0452'0.3 MILE TO A WINDMILL ABOUT 100 FEET ON THE LEFT OF ROAD AND
 HK0452'THE END OF TRUCK TRAVEL AT THE WINDMILL.  FROM WINDMILL GO
 HK0452'EASTERLY ALONG A TRAIL, THAT GOES OVER A LOW RIDGE, FOR ABOUT
 HK0452'0.2 MILE.  HERE TURN LEFT OR NORTHEAST TO THE TOP OF A HIGH
 HK0452'RIDGE.  FOLLOW TOP OF RIDGE NORTHEASTERLY TO THE HIGHEST
 HK0452'POINT AND THE STATION.  A TOTAL PACK OF ABOUT 1 MILE.  A 45
 HK0452'MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1351 ***********************************************************************
 LL1351  DESIGNATION -  HAGUE
 LL1351  PID         -  LL1351
 LL1351  STATE/COUNTY-  CO/LARIMER
 LL1351  USGS QUAD   -  TRAIL RIDGE (1977)
 LL1351
 LL1351                         *CURRENT SURVEY CONTROL
 LL1351  ___________________________________________________________________
 LL1351* NAD 83(1992)-  40 29 04.15288(N)    105 38 47.07110(W)     ADJUSTED  
 LL1351* NAVD 88     -      4136.6    (meters)   13571.     (feet)  VERTCON   
 LL1351  ___________________________________________________________________
 LL1351  LAPLACE CORR-          -7.46  (seconds)                    DEFLEC99
 LL1351  GEOID HEIGHT-         -11.61  (meters)                     GEOID03
 LL1351
 LL1351  HORZ ORDER  -  THIRD
 LL1351
 LL1351.The horizontal coordinates were established by classical geodetic methods
 LL1351.and adjusted by the National Geodetic Survey in January 1993..
 LL1351
 LL1351.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1351
 LL1351.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1351
 LL1351.The geoid height was determined by GEOID03.
 LL1351
 LL1351;                    North         East     Units Scale Factor Converg.
 LL1351;SPC CO N     -   432,625.641   901,988.676   MT  0.99996515   -0 05 40.6
 LL1351;SPC CO N     - 1,419,372.62  2,959,274.51   sFT  0.99996515   -0 05 40.6
 LL1351;UTM  13      - 4,481,733.433   445,214.503   MT  0.99963694   -0 25 10.9
 LL1351
 LL1351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1351!SPC CO N     -   0.99935333  x   0.99996515  =   0.99931850
 LL1351!UTM  13      -   0.99935333  x   0.99963694  =   0.99899051
 LL1351
 LL1351:                Primary Azimuth Mark                     Grid Az
 LL1351:SPC CO N     -  HAGUE AZ MK                              144 10 25.1
 LL1351:UTM  13      -  HAGUE AZ MK                              144 29 55.4
 LL1351
 LL1351|---------------------------------------------------------------------|
 LL1351| PID    Reference Object                     Distance      Geod. Az  |
 LL1351|                                                           dddmmss.s |
 LL1351| CP8157 HAGUE AZ MK                                        1440444.5 |
 LL1351| CP8159 HAGUE RM 2                            7.548 METERS 25444     |
 LL1351| CP8158 HAGUE RM 1                            6.005 METERS 34822     |
 LL1351|---------------------------------------------------------------------|
 LL1351
 LL1351                          SUPERSEDED SURVEY CONTROL
 LL1351
 LL1351  NAD 83(1986)-  40 29 04.14449(N)    105 38 47.06587(W) AD(       ) 3
 LL1351  NAD 27      -  40 29 04.20100(N)    105 38 45.05600(W) AD(       ) 3
 LL1351  NGVD 29 (07/19/86) 4134.9    (m)        13566.     (f) VERT ANG       
 LL1351
 LL1351.Superseded values are not recommended for survey control.
 LL1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1351.See file dsdata.txt to determine how the superseded data were derived.
 LL1351
 LL1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE4521581733(NAD 83)
 LL1351_MARKER: DD = SURVEY DISK
 LL1351_SETTING: 66 = SET IN ROCK OUTCROP
 LL1351
 LL1351  HISTORY     - Date     Condition        Report By
 LL1351  HISTORY     - 1939     MONUMENTED       USGS
 LL1351  HISTORY     - 1949     GOOD             CGS
 LL1351  HISTORY     - 1959     GOOD             USGS
 LL1351
 LL1351                          STATION DESCRIPTION
 LL1351
 LL1351'DESCRIBED BY US GEOLOGICAL SURVEY 1939 (FGJ)
 LL1351'ON THE SUMMIT OF HAGUES PEAK IN THE NORTH CENTRAL SECTION OF ROCKY
 LL1351'MOUNTAIN NATIONAL PARK.  IT IS 10 MILES NORTHWEST OF ESTES
 LL1351'PARK AND 1 MILE NORTH-NORTHEAST OF CRYSTAL LAKE.  STATION
 LL1351'MARKER IS STANDARD USGS DISK SET IN ROCK OUTCROP AND NOT STAMPED.
 LL1351'
 LL1351'TO REACH FROM THE POST OFFICE IN ESTES PARK GO WESTERLY ON
 LL1351'MAIN STREET AND FALL RIVER ROAD, 5.0 MILES TO THE ENTRANCE TO
 LL1351'ROCKY MOUNTAIN NATIONAL PARK, CONTINUE ON SAME ROAD 2.05 MILES
 LL1351'TO FORKS, TAKE RIGHT FORK AND GO 0.1 MILE TO A PARKING LOT
 LL1351'AT THE FOOT OF THE MOUNTAIN.  THIS IS THE END OF TRUCK TRAVEL.
 LL1351'PACK NORTHWESTERLY UP WELL DEFINED AND MARKED TRAIL FOR 6 MILES
 LL1351'TO LAWN LAKE.  THENCE, CONTINUE ON TRAIL WESTERLY ALONG NORTH
 LL1351'SIDE OF LAWN LAKE FOR ABOUT 1 MILE AND A HALF TO SIGN CRYSTAL
 LL1351'LAKE 0.25 HALLET GLACIER 1.5.  TURN RIGHT OR NORTHERLY AND
 LL1351'PACK ABOUT 1 MILE TO HIGHEST POINT ON RIDGE AND STATION.
 LL1351'
 LL1351'REFERENCE MARKS ARE STANDARD BRONZE DISKS IN OUTCROPPING BEDROCK,
 LL1351'AND AZIMUTH MARK IN A BOULDER.
 LL1351'
 LL1351'AZIMUTH MARK IS SET IN THE TOP OF A LARGE BOULDER ABOUT 75
 LL1351'YARDS SOUTHEAST OF A CABIN.  THE CABIN IS LOCATED NEAR THE
 LL1351'NORTHEAST END OF LAWN LAKE.  THE AZIMUTH MARK IS 1.5 MILES
 LL1351'SOUTHEAST OF THE STATION AND 2200 FEET LOWER THAN THE STATION.
 LL1351'
 LL1351'HEIGHT OF LIGHT ABOVE STATION MARK - 1.7 METERS.
 LL1351
 LL1351                          STATION RECOVERY (1949)
 LL1351
 LL1351'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LL1351'STATION RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION
 LL1351'AS DESCRIBED, EXCEPT FOR A SLIGHT DIFFERENCE IN DISTANCE TO
 LL1351'REFERENCE MARK NO. 1 AND A SLIGHT DIFFERENCE IN THE DIRECTIONS
 LL1351'TO BOTH OF THE REFERENCE MARKS.  A COMPLETE DESCRIPTION FOLLOWS--
 LL1351'
 LL1351'THE STATION IS LOCATED ON THE HIGHEST POINT OF HAGUES PEAK
 LL1351'WHICH IS IN THE NORTH CENTRAL SECTION OF ROCKY MOUNTAIN NATIONAL
 LL1351'PARK, ABOUT 10 MILES AIR LINE NORTHWEST OF ESTES PARK AND ABOUT
 LL1351'1 MILE AIR LINE NORTH-NORTHWEST OF CRYSTAL LAKE.  THE STATION
 LL1351'MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET IN A BOULDER,
 LL1351'FLUSH WITH THE GROUND AND IS NOT STAMPED.
 LL1351'
 LL1351'REFERENCE MARK NO. 1 IS APPROXIMATELY 3 FEET LOWER THAN THE
 LL1351'STATION MARK, PROJECTS 18 INCHES AND
 LL1351'IS STAMPED, HAGUE USGS NO 1 1939.
 LL1351'
 LL1351'REFERENCE MARK NO. 2 IS APPROXIMATELY 3 FEET LOWER THAN THE
 LL1351'STATION MARK, PROJECTS 18 INCHES AND
 LL1351'IS STAMPED, HAGUE USGS NO 2 1939.
 LL1351'
 LL1351'U.S. BUREAU OF RECLAMATION BENCH MARK IS APPROXIMATELY THE
 LL1351'SAME ELEVATION AS THE STATION MARK, SET IN A BOULDER, FLUSH
 LL1351'WITH THE GROUND AND IS NOT STAMPED.
 LL1351'
 LL1351'THE AZIMUTH MARK IS 75 YARDS SOUTHEAST OF AN OLD LOG CABIN
 LL1351'WHICH IS LOCATED NEAR THE SOUTHEAST END OF LAWN LAKE, 20 YARDS
 LL1351'SOUTHEAST OF A SIGN CRYSTAL LAKE 1, 30 FEET NORTHEAST OF PARK
 LL1351'TRAIL, PROJECTS 4 FEET AND IS STAMPED,
 LL1351'HAGUE USGS 1939.
 LL1351'
 LL1351'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34 AND
 LL1351'282 IN THE MAIN PART OF ESTES PARK, GO WEST ON U.S. HIGHWAY 34
 LL1351'FOR 4.6 MILES TO THE GATE AND ENTRANCE OF THE ROCKY MOUNTAIN
 LL1351'NATIONAL PARK.  CONTINUE ON U.S. HIGHWAY 34 FOR 2.0 MILES TO
 LL1351'A FORK AND SIGN FALL RIVER LODGE 1/4.  TURN RIGHT AS PER SIGN
 LL1351'FOR 0.1 MILE TO A PARKING LOT AT THE FOOT OF THE MOUNTAIN
 LL1351'AND THE END OF TRUCK TRAVEL.  HERE FOLLOW WELL DEFINED TRAIL
 LL1351'NORTHERLY FOR 6.0 MILES TO AN OLD CABIN AT THE SOUTHEAST END
 LL1351'OF LAWN LAKE AND THE AZIMUTH MARK AS DESCRIBED ABOVE.
 LL1351'CONTINUE ON TRAIL ALONG THE NORTHEAST SIDE OF LAKE AND THEN
 LL1351'UP RIDGE FOR 0.75 MILE TO A FORK IN THE TRAIL AND SIGN
 LL1351'CRYSTAL LAKE, ROWE GLACIER.  TAKE THE RIGHT FORK IN TRAIL
 LL1351'FOR ABOUT 1.0 MILE TO SADDLE.  HERE LEAVE TRAIL AND PACK
 LL1351'NORTHEASTERLY UP STEEP ROCKY SLOPE TO THE HIGHEST POINT AND
 LL1351'STATION.  A 3 HOUR HORSE PACK AND A 2 HOUR BACK PACK OR
 LL1351'ABOUT A 7 OR 8 HOUR BACK PACK.
 LL1351'
 LL1351'OBSERVATIONS MADE FROM A 1.25 METERS TRIPOD.
 LL1351
 LL1351                          STATION RECOVERY (1959)
 LL1351
 LL1351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LL1351'THIS STATION IS NEAR THE U.S. BUREAU OF RECLAMATION STATION CALLED
 LL1351'--HAGUE--.
 LL1351'
 LL1351'STATION MARK--A STANDARD USGS TABLET AND IS NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1350 ***********************************************************************
 LL1350  DESIGNATION -  HAGUE RM
 LL1350  PID         -  LL1350
 LL1350  STATE/COUNTY-  CO/LARIMER
 LL1350  USGS QUAD   -  TRAIL RIDGE (1977)
 LL1350
 LL1350                         *CURRENT SURVEY CONTROL
 LL1350  ___________________________________________________________________
 LL1350* NAD 83(1992)-  40 29 04.15253(N)    105 38 47.03098(W)     ADJUSTED  
 LL1350* NAVD 88     -      4137.     (meters)   13573.     (feet)  SCALED    
 LL1350  ___________________________________________________________________
 LL1350  LAPLACE CORR-          -7.47  (seconds)                    DEFLEC99
 LL1350  GEOID HEIGHT-         -11.61  (meters)                     GEOID03
 LL1350
 LL1350  HORZ ORDER  -  SECOND
 LL1350
 LL1350.The horizontal coordinates were established by classical geodetic methods
 LL1350.and adjusted by the National Geodetic Survey in January 1993..
 LL1350
 LL1350.The orthometric height was scaled from a topographic map.
 LL1350
 LL1350.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1350
 LL1350.The geoid height was determined by GEOID03.
 LL1350
 LL1350;                    North         East     Units Scale Factor Converg.
 LL1350;SPC CO N     -   432,625.629   901,989.621   MT  0.99996515   -0 05 40.5
 LL1350;SPC CO N     - 1,419,372.58  2,959,277.61   sFT  0.99996515   -0 05 40.5
 LL1350;UTM  13      - 4,481,733.415   445,215.448   MT  0.99963694   -0 25 10.8
 LL1350
 LL1350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1350!SPC CO N     -   0.99935331  x   0.99996515  =   0.99931849
 LL1350!UTM  13      -   0.99935331  x   0.99963694  =   0.99899049
 LL1350
 LL1350                          SUPERSEDED SURVEY CONTROL
 LL1350
 LL1350  NAD 83(1986)-  40 29 04.14414(N)    105 38 47.02575(W) AD(       ) 2
 LL1350  NAD 27      -  40 29 04.20000(N)    105 38 45.01600(W) AD(       ) 2
 LL1350
 LL1350.Superseded values are not recommended for survey control.
 LL1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1350.See file dsdata.txt to determine how the superseded data were derived.
 LL1350
 LL1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE4521581733(NAD 83)
 LL1350_MARKER: DB = BENCH MARK DISK
 LL1350_SETTING: 80 = SET IN A BOULDER
 LL1350_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LL1350
 LL1350  HISTORY     - Date     Condition        Report By
 LL1350  HISTORY     - 1949     MONUMENTED       BOR
 LL1350
 LL1350                          STATION DESCRIPTION
 LL1350
 LL1350'DESCRIBED BY US BUREAU OF RECLAMATION 1949
 LL1350'U.S. BUREAU OF RECLAMATION BENCH MARK IS APPROXIMATELY THE
 LL1350'SAME ELEVATION AS THE STATION MARK, SET IN A BOULDER, FLUSH
 LL1350'WITH THE GROUND AND IS NOT STAMPED.
 LL1350'
 LL1350'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34 AND
 LL1350'282 IN THE MAIN PART OF ESTES PARK, GO WEST ON U.S. HIGHWAY 34
 LL1350'FOR 4.6 MILES TO THE GATE AND ENTRANCE OF THE ROCKY MOUNTAIN
 LL1350'NATIONAL PARK.  CONTINUE ON U.S. HIGHWAY 34 FOR 2.0 MILES TO
 LL1350'A FORK AND SIGN FALL RIVER LODGE 1/4.  TURN RIGHT AS PER SIGN
 LL1350'FOR 0.1 MILE TO A PARKING LOT AT THE FOOT OF THE MOUNTAIN
 LL1350'AND THE END OF TRUCK TRAVEL.  HERE FOLLOW WELL DEFINED TRAIL
 LL1350'NORTHERLY FOR 6.0 MILES TO AN OLD CABIN AT THE SOUTHEAST END
 LL1350'OF LAWN LAKE AND THE AZIMUTH MARK AS DESCRIBED ABOVE.
 LL1350'CONTINUE ON TRAIL ALONG THE NORTHEAST SIDE OF LAKE AND THEN
 LL1350'UP RIDGE FOR 0.75 MILE TO A FORK IN THE TRAIL AND SIGN
 LL1350'CRYSTAL LAKE, ROWE GLACIER.  TAKE THE RIGHT FORK IN TRAIL
 LL1350'FOR ABOUT 1.0 MILE TO SADDLE.  HERE LEAVE TRAIL AND PACK
 LL1350'NORTHEASTERLY UP STEEP ROCKY SLOPE TO THE HIGHEST POINT AND
 LL1350'STATION.  A 3 HOUR HORSE PACK AND A 2 HOUR BACK PACK OR
 LL1350'ABOUT A 7 OR 8 HOUR BACK PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0637 ***********************************************************************
 LM0637  DESIGNATION -  HAHNS
 LM0637  PID         -  LM0637
 LM0637  STATE/COUNTY-  CO/ROUTT
 LM0637  USGS QUAD   -  HAHNS PEAK (1962)
 LM0637
 LM0637                         *CURRENT SURVEY CONTROL
 LM0637  ___________________________________________________________________
 LM0637* NAD 83(1992)-  40 50 34.00840(N)    106 55 46.80526(W)     ADJUSTED  
 LM0637* NAVD 88     -      3305.3    (meters)   10844.     (feet)  VERTCON   
 LM0637  ___________________________________________________________________
 LM0637  LAPLACE CORR-           7.43  (seconds)                    DEFLEC99
 LM0637  GEOID HEIGHT-         -11.76  (meters)                     GEOID03
 LM0637
 LM0637  HORZ ORDER  -  SECOND
 LM0637
 LM0637.The horizontal coordinates were established by classical geodetic methods
 LM0637.and adjusted by the National Geodetic Survey in January 1997..
 LM0637
 LM0637.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0637
 LM0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0637
 LM0637.The geoid height was determined by GEOID03.
 LM0637
 LM0637;                    North         East     Units Scale Factor Converg.
 LM0637;SPC CO N     -   473,374.251   793,835.064   MT  1.00001019   -0 55 25.5
 LM0637;SPC CO N     - 1,553,062.02  2,604,440.54   sFT  1.00001019   -0 55 25.5
 LM0637;UTM  13      - 4,523,096.305   337,322.430   MT  0.99992573   -1 15 44.1
 LM0637
 LM0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0637!SPC CO N     -   0.99948363  x   1.00001019  =   0.99949382
 LM0637!UTM  13      -   0.99948363  x   0.99992573  =   0.99940940
 LM0637
 LM0637|---------------------------------------------------------------------|
 LM0637| PID    Reference Object                     Distance      Geod. Az  |
 LM0637|                                                           dddmmss.s |
 LM0637| CP5487 HAHNS RM 1                           14.120 METERS 16812     |
 LM0637| LM0636 HAHNS PEAK LOH                       12.274 METERS 18553     |
 LM0637| CP5488 HAHNS RM 2                           11.376 METERS 20137     |
 LM0637| CP5486 HAHNS AZ MK                                        2872325.1 |
 LM0637|---------------------------------------------------------------------|
 LM0637
 LM0637                          SUPERSEDED SURVEY CONTROL
 LM0637
 LM0637  NAD 83(1992)-  40 50 34.00766(N)    106 55 46.80413(W) AD(       ) 2
 LM0637  NAD 83(1986)-  40 50 34.00639(N)    106 55 46.80064(W) AD(       ) 2
 LM0637  NAD 27      -  40 50 34.11200(N)    106 55 44.62200(W) AD(       ) 2
 LM0637  NGVD 29 (07/19/86) 3303.9    (m)        10840.     (f) VERT ANG       
 LM0637
 LM0637.Superseded values are not recommended for survey control.
 LM0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0637.See file dsdata.txt to determine how the superseded data were derived.
 LM0637
 LM0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF3732223096(NAD 83)
 LM0637_MARKER: DS = TRIANGULATION STATION DISK
 LM0637_SETTING: 80 = SET IN A BOULDER
 LM0637_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LM0637
 LM0637  HISTORY     - Date     Condition        Report By
 LM0637  HISTORY     - 1949     MONUMENTED       CGS
 LM0637  HISTORY     - 1959     GOOD             USGS
 LM0637
 LM0637                          STATION DESCRIPTION
 LM0637
 LM0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LM0637'THE STATION IS LOCATED ABOUT 25 MILES AIR LINE NORTH-NORTHWEST
 LM0637'OF STEAMBOAT SPRINGS.  ABOUT 2 MILES EAST-SOUTHEAST OF COLUMBINE.
 LM0637'ON THE TOP OF HAHNS PEAK, A CONICAL-SHAPED PEAK THAT IS WOODED
 LM0637'AROUND THE BASE AND BARE ON THE TOP SLOPES.  THE STATION MARK
 LM0637'IS SET 1 FOOT BELOW GROUND LEVEL AND 40 FEET NORTH OF THE
 LM0637'LOOKOUT HOUSE.  IT IS STAMPED, HAHNS 1949.
 LM0637'
 LM0637'REFERENCE MARK NO. 1 PROJECTS 5 INCHES, IS SET 7 FEET EAST OF THE
 LM0637'SOUTHEAST CORNER OF THE LOOKOUT HOUSE, IS 0.2 METER HIGHER THAN
 LM0637'THE STATION MARK AND IS STAMPED HAHNS NO 1 1949.
 LM0637'
 LM0637'REFERENCE MARK NO. 2 IS SET IN THE NORTHWEST CORNER OF THE
 LM0637'CONCRETE FOUNDATION OF THE LOOKOUT HOUSE.  IT PROJECTS 6 FEET,
 LM0637'IS 2.1 METERS HIGHER THAN THE STATION MARK AND IS STAMPED,
 LM0637'HAHNS NO 2 1949.
 LM0637'
 LM0637'THE AZIMUTH MARK PROJECTS 18 INCHES, IS SET 35 PACES EAST OF
 LM0637'A TRACK ROAD, 12 FEET SOUTHEAST OF A WHITE WITNESS POST AND IS
 LM0637'STAMPED, HAHNS 1949.
 LM0637'
 LM0637'TO REACH THE STATION FROM COLUMBINE, GO EASTERLY ON A TRACK ROAD
 LM0637'FOR 1.55 MILES TO A SIGN, HAHNS PEAK L.O. 2, TURN LEFT, FOLLOW
 LM0637'TRACK ROAD WESTERLY THEN NORTHEASTERLY 0.4 MILE TO THE AZIMUTH
 LM0637'MARK ON RIGHT.  CONTINUE ON ROAD 0.2 MILE TO A POST ON RIGHT.
 LM0637'TURN SHARP RIGHT AND FOLLOW TRACK ROAD EASTERLY 1.0 MILE TO A
 LM0637'CABIN AND SPRING AND END OF TRUCK TRAVEL.  FROM HERE FOLLOW
 LM0637'TRAIL SOUTHERLY TO HIGHEST POINT OF PEAK AND STATION.  A
 LM0637'15-MINUTE PACK.  THE LAST MILE OF TRUCK TRAVEL REQUIRES A
 LM0637'FOUR-WHEEL DRIVE VEHICLE AND CAN THEN ONLY BE DRIVEN IN
 LM0637'DRY WEATHER.
 LM0637
 LM0637                          STATION RECOVERY (1959)
 LM0637
 LM0637'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LM0637'STATION MARK--STANDARD USC AND GS DISK SET IN CONCRETE , ABOUT 1.0 FT.
 LM0637'BELOW GROUND LEVEL, STAMPED ---HAHNS 1949---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0636 ***********************************************************************
 LM0636  DESIGNATION -  HAHNS PEAK LOH
 LM0636  PID         -  LM0636
 LM0636  STATE/COUNTY-  CO/ROUTT
 LM0636  USGS QUAD   -  HAHNS PEAK (1962)
 LM0636
 LM0636                         *CURRENT SURVEY CONTROL
 LM0636  ___________________________________________________________________
 LM0636* NAD 83(1992)-  40 50 33.61261(N)    106 55 46.85902(W)     ADJUSTED  
 LM0636* NAVD 88     -      3305.     (meters)   10843.     (feet)  SCALED    
 LM0636  ___________________________________________________________________
 LM0636  LAPLACE CORR-           7.42  (seconds)                    DEFLEC99
 LM0636  GEOID HEIGHT-         -11.76  (meters)                     GEOID03
 LM0636
 LM0636  HORZ ORDER  -  THIRD
 LM0636
 LM0636.The horizontal coordinates were established by classical geodetic methods
 LM0636.and adjusted by the National Geodetic Survey in January 1997..
 LM0636
 LM0636.The orthometric height was scaled from a topographic map.
 LM0636
 LM0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0636
 LM0636.The geoid height was determined by GEOID03.
 LM0636
 LM0636;                    North         East     Units Scale Factor Converg.
 LM0636;SPC CO N     -   473,362.064   793,833.608   MT  1.00001017   -0 55 25.6
 LM0636;SPC CO N     - 1,553,022.04  2,604,435.76   sFT  1.00001017   -0 55 25.6
 LM0636;SPC WYEC     -   138,128.725   434,039.731   MT  0.99995176   +0 15 50.3
 LM0636;UTM  13      - 4,523,084.127   337,320.902   MT  0.99992574   -1 15 44.1
 LM0636
 LM0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0636!SPC CO N     -   0.99948361  x   1.00001017  =   0.99949378
 LM0636!SPC WYEC     -   0.99948361  x   0.99995176  =   0.99943540
 LM0636!UTM  13      -   0.99948361  x   0.99992574  =   0.99940939
 LM0636
 LM0636                          SUPERSEDED SURVEY CONTROL
 LM0636
 LM0636  NAD 83(1992)-  40 50 33.61186(N)    106 55 46.85788(W) AD(       ) 4
 LM0636  NAD 83(1986)-  40 50 33.61059(N)    106 55 46.85439(W) AD(       ) 4
 LM0636  NAD 27      -  40 50 33.71600(N)    106 55 44.67600(W) AD(       ) 3
 LM0636
 LM0636.Superseded values are not recommended for survey control.
 LM0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0636.See file dsdata.txt to determine how the superseded data were derived.
 LM0636
 LM0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF3732123084(NAD 83)
 LM0636_MARKER: 73 = LOOKOUT HOUSE
 LM0636
 LM0636  HISTORY     - Date     Condition        Report By
 LM0636  HISTORY     - 1949     FIRST OBSERVED   CGS
 LM0636
 LM0636                          STATION DESCRIPTION
 LM0636
 LM0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LM0636'THE STATION IS THE TOP-CENTER OF THE HAHNS PEAK LOOKOUT HOUSE
 LM0636'LOCATED ABOUT 25 MILES AIR LINE NORTH-NORTHWEST OF STEAMBOAT
 LM0636'SPRINGS ON THE HIGHEST POINT OF HAHNS PEAK.  THE LOOKOUT IS
 LM0636'A TWO-STORY, CONCRETE AND WOOD STRUCTURE ABOUT 16 FEET SQUARE.
 LM0636'THE APEX OF THE ROOF WAS THE POINT MEASURED TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0565 ***********************************************************************
 HL0565  DESIGNATION -  HALFMOON
 HL0565  PID         -  HL0565
 HL0565  STATE/COUNTY-  CO/SAGUACHE
 HL0565  USGS QUAD   -  HALFMOON PASS (1986)
 HL0565
 HL0565                         *CURRENT SURVEY CONTROL
 HL0565  ___________________________________________________________________
 HL0565* NAD 83(1992)-  37 53 58.62095(N)    106 46 51.94543(W)     ADJUSTED  
 HL0565* NAVD 88     -      3880.4    (meters)   12731.     (feet)  VERTCON   
 HL0565  ___________________________________________________________________
 HL0565  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 HL0565  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 HL0565
 HL0565  HORZ ORDER  -  THIRD
 HL0565
 HL0565.The horizontal coordinates were established by classical geodetic methods
 HL0565.and adjusted by the National Geodetic Survey in January 1993..
 HL0565
 HL0565.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0565
 HL0565.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0565
 HL0565.The geoid height was determined by GEOID03.
 HL0565
 HL0565;                    North         East     Units Scale Factor Converg.
 HL0565;SPC CO S     -   442,411.113   801,736.422   MT  0.99994605   -0 47 08.9
 HL0565;SPC CO S     - 1,451,477.13  2,630,363.58   sFT  0.99994605   -0 47 08.9
 HL0565;UTM  13      - 4,196,172.804   343,405.367   MT  0.99990203   -1 05 39.5
 HL0565
 HL0565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0565!SPC CO S     -   0.99939385  x   0.99994605  =   0.99933993
 HL0565!UTM  13      -   0.99939385  x   0.99990203  =   0.99929594
 HL0565
 HL0565:                Primary Azimuth Mark                     Grid Az
 HL0565:SPC CO S     -  LA GARITA                                291 40 58.0
 HL0565:UTM  13      -  LA GARITA                                291 59 28.6
 HL0565
 HL0565|---------------------------------------------------------------------|
 HL0565| PID    Reference Object                     Distance      Geod. Az  |
 HL0565|                                                           dddmmss.s |
 HL0565| HL0566 LA GARITA                           APPROX. 5.7 KM 2905349.1 |
 HL0565|---------------------------------------------------------------------|
 HL0565
 HL0565                          SUPERSEDED SURVEY CONTROL
 HL0565
 HL0565  NAD 83(1986)-  37 53 58.61732(N)    106 46 51.95040(W) AD(       ) 3
 HL0565  NAD 27      -  37 53 58.62507(N)    106 46 49.79576(W) AD(       ) 3
 HL0565  NGVD 29 (07/19/86) 3878.4    (m)        12724.     (f) VERT ANG       
 HL0565
 HL0565.Superseded values are not recommended for survey control.
 HL0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0565.See file dsdata.txt to determine how the superseded data were derived.
 HL0565
 HL0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB4340596173(NAD 83)
 HL0565_MARKER: DD = SURVEY DISK
 HL0565_SETTING: 66 = SET IN ROCK OUTCROP
 HL0565_SP_SET: SET IN ROCK OUTCROP
 HL0565_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0565+STABILITY: POSITION/ELEVATION WELL
 HL0565
 HL0565  HISTORY     - Date     Condition        Report By
 HL0565  HISTORY     - 1956     MONUMENTED       USGS
 HL0565
 HL0565                          STATION DESCRIPTION
 HL0565
 HL0565'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 HL0565'STATION LOCATED APPROX. 7 -AIRLINE- MI. NE. OF CREEDE, COLORADO, 8
 HL0565'-AIRLINE- MI. N. OF WAGON WHEEL GAP, COLOARADO, NEAR THE BOUNDARY LINE
 HL0565'BETWEEN MINERAL AND SAGUACHE COUNTIES, 0.2 MI. SE. OF HALFMOON PASS.
 HL0565'
 HL0565'TO REACH  STATION FROM CREEDE, COLORADO FOLLOW WHEELER NATIONAL
 HL0565'MONUMENT TRAIL NE. OUT OF CREEDE FOR APPROX. 12 MI. THEN TAKE TRAIL
 HL0565'TO E. OVER HALFMOON PASS.  AT THE TOP OF PASS FOLLOW ALONG SW. SIDE
 HL0565'OF MOUNTAIN 0.2 MI. TO STOCK DRIVEWAY, FOLLOW DRIVEWAY SE. UP OVER
 HL0565'SLIDE ROCK TO TOP.  STATION IS APPROX. 0.2 MI. N. OF THE TRAIL, 0.2
 HL0565'MI. SE. OF TRAIL OVER HALFMOON PASS, 400 FT. N. OF S. RIM, 350 FT. S.
 HL0565'OF N. RIM AT HIGHEST POINT NEAR NW. END OF FLAT TOPPED MOUNTAIN.
 HL0565'APPROX. 5 HR. PACK TRIP WITH HORSES.
 HL0565'
 HL0565'STATION MARK - STANDARD TABLET SET IN LARGE ROCK STAMPED
 HL0565'---HALFMOON 1956---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0959 ***********************************************************************
 JJ0959  DESIGNATION -  HALL
 JJ0959  PID         -  JJ0959
 JJ0959  STATE/COUNTY-  CO/OTERO
 JJ0959  USGS QUAD   -  MANZANOLA (1954)
 JJ0959
 JJ0959                         *CURRENT SURVEY CONTROL
 JJ0959  ___________________________________________________________________
 JJ0959* NAD 83(1992)-  38 00 09.31773(N)    103 48 41.52678(W)     ADJUSTED  
 JJ0959* NAVD 88     -      1388.7    (meters)    4556.     (feet)  VERTCON   
 JJ0959  ___________________________________________________________________
 JJ0959  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 JJ0959  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 JJ0959
 JJ0959  HORZ ORDER  -  FIRST
 JJ0959
 JJ0959.The horizontal coordinates were established by classical geodetic methods
 JJ0959.and adjusted by the National Geodetic Survey in January 1993..
 JJ0959
 JJ0959.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0959
 JJ0959.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0959
 JJ0959.The geoid height was determined by GEOID03.
 JJ0959
 JJ0959;                    North         East     Units Scale Factor Converg.
 JJ0959;SPC CO S     -   454,407.462 1,062,683.100   MT  0.99994970   +1 02 08.4
 JJ0959;SPC CO S     - 1,490,835.15  3,486,486.14   sFT  0.99994970   +1 02 08.4
 JJ0959;UTM  13      - 4,206,768.533   604,342.194   MT  0.99973409   +0 43 54.5
 JJ0959
 JJ0959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0959!SPC CO S     -   0.99978549  x   0.99994970  =   0.99973520
 JJ0959!UTM  13      -   0.99978549  x   0.99973409  =   0.99951964
 JJ0959
 JJ0959|---------------------------------------------------------------------|
 JJ0959| PID    Reference Object                     Distance      Geod. Az  |
 JJ0959|                                                           dddmmss.s |
 JJ0959| CM8695 HALL RM 1                             8.910 METERS 08641     |
 JJ0959| CM8696 HALL RM 2                            11.470 METERS 17645     |
 JJ0959| JJ0960 ROCKY BUTTE NO 2                    APPROX. 1.3 KM 3552923.0 |
 JJ0959|---------------------------------------------------------------------|
 JJ0959
 JJ0959                          SUPERSEDED SURVEY CONTROL
 JJ0959
 JJ0959  NAD 83(1986)-  38 00 09.29735(N)    103 48 41.52396(W) AD(       ) 1
 JJ0959  NAD 27      -  38 00 09.26500(N)    103 48 39.69000(W) AD(       ) 1
 JJ0959  NGVD 29 (07/19/86) 1388.0    (m)         4554.     (f) VERT ANG       
 JJ0959
 JJ0959.Superseded values are not recommended for survey control.
 JJ0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0959.See file dsdata.txt to determine how the superseded data were derived.
 JJ0959
 JJ0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC0434206769(NAD 83)
 JJ0959_MARKER: DS = TRIANGULATION STATION DISK
 JJ0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0959
 JJ0959  HISTORY     - Date     Condition        Report By
 JJ0959  HISTORY     - 1952     MONUMENTED       CGS
 JJ0959
 JJ0959                          STATION DESCRIPTION
 JJ0959
 JJ0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LGT)
 JJ0959'THE STATION IS LOCATED ABOUT 14 MILES WEST OF LA JUNTA AND 6
 JJ0959'MILES SOUTHWEST OF ROCKY FORD ON THE HIGHEST POINT OF A BARE,
 JJ0959'PROMINENT RIDGE.
 JJ0959'
 JJ0959'TO REACH THE STATION FROM LA JUNTA, GO WEST ON STATE HIGHWAY 10,
 JJ0959'12.45 MILES TO A CURVE AND A TRACK ROAD RIGHT.  TURN RIGHT
 JJ0959'PASS THROUGH GATE AND GO WEST 0.55 MILE TO A FENCE CORNER.  TURN
 JJ0959'RIGHT, GO NORTH-NORTHWEST ACROSS COUNTRY 1.2 MILES TO A GATE.
 JJ0959'PASS THROUGH GATE, GO NORTHWEST ACROSS COUNTRY 0.65 MILE TO THE
 JJ0959'HIGHEST POINT AND STATION.  A DRIVE STATION.
 JJ0959'
 JJ0959'THE STATION MARK IS STAMPED HALL 1952.  IT IS A STANDARD DISK
 JJ0959'SET IN A CONCRETE MONUMENT THAT PROJECTS 8 INCHES AND IS 12
 JJ0959'FEET NORTHWEST OF A WHITE WITNESS POST.
 JJ0959'
 JJ0959'REFERENCE MARK 1 IS STAMPED HALL NO 1 1952.  IT IS A STANDARD
 JJ0959'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 10 INCHES AND IS
 JJ0959'THE SAME ELEVATION AS THE STATION MARK.
 JJ0959'
 JJ0959'REFERENCE MARK 2 IS STAMPED HALL NO 2 1952.  IT IS A STANDARD
 JJ0959'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 10 INCHES AND IS
 JJ0959'THE SAME ELEVATION AS THE STATION MARK.
 JJ0959'
 JJ0959'THE AZIMUTH MARK IS STAMPED ROCKY BUTTE NO 2 1949.  IT IS A U.S.
 JJ0959'GEOLOGICAL SURVEY BENCH MARK SET IN A 6-INCH SQUARE CONCRETE
 JJ0959'MONUMENT THAT PROJECTS 8 INCHES AND IS ON THE HIGHEST POINT OF
 JJ0959'A SMALL, LONE HILL THAT IS JUST NORTH OF THE STATION RIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1349 ***********************************************************************
 LL1349  DESIGNATION -  HALLETT TP
 LL1349  PID         -  LL1349
 LL1349  STATE/COUNTY-  CO/LARIMER
 LL1349  USGS QUAD   -  MC HENRYS PEAK (1957)
 LL1349
 LL1349                         *CURRENT SURVEY CONTROL
 LL1349  ___________________________________________________________________
 LL1349* NAD 83(1992)-  40 18 11.05147(N)    105 41 09.38927(W)     ADJUSTED  
 LL1349* NAVD 88     -      3877.     (meters)   12720.     (feet)  VERTCON   
 LL1349  ___________________________________________________________________
 LL1349  LAPLACE CORR-          -6.76  (seconds)                    DEFLEC99
 LL1349  GEOID HEIGHT-         -11.87  (meters)                     GEOID03
 LL1349
 LL1349  HORZ ORDER  -  THIRD
 LL1349
 LL1349.The horizontal coordinates were established by classical geodetic methods
 LL1349.and adjusted by the National Geodetic Survey in January 1993..
 LL1349
 LL1349.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1349
 LL1349.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1349
 LL1349.The geoid height was determined by GEOID03.
 LL1349
 LL1349;                    North         East     Units Scale Factor Converg.
 LL1349;SPC CO N     -   412,487.814   898,594.678   MT  0.99995726   -0 07 12.5
 LL1349;SPC CO N     - 1,353,303.77  2,948,139.37   sFT  0.99995726   -0 07 12.5
 LL1349;UTM  13      - 4,461,621.599   441,707.691   MT  0.99964183   -0 26 37.3
 LL1349
 LL1349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1349!SPC CO N     -   0.99939409  x   0.99995726  =   0.99935138
 LL1349!UTM  13      -   0.99939409  x   0.99964183  =   0.99903614
 LL1349
 LL1349:                Primary Azimuth Mark                     Grid Az
 LL1349:SPC CO N     -  CRAIG                                    201 17 55.8
 LL1349:UTM  13      -  CRAIG                                    201 37 20.6
 LL1349
 LL1349|---------------------------------------------------------------------|
 LL1349| PID    Reference Object                     Distance      Geod. Az  |
 LL1349|                                                           dddmmss.s |
 LL1349| LL1359 CRAIG                               APPROX.10.0 KM 2011043.3 |
 LL1349|---------------------------------------------------------------------|
 LL1349
 LL1349                          SUPERSEDED SURVEY CONTROL
 LL1349
 LL1349  NAD 83(1986)-  40 18 11.04377(N)    105 41 09.38404(W) AD(       ) 3
 LL1349  NAD 27      -  40 18 11.09944(N)    105 41 07.36508(W) AD(       ) 3
 LL1349  NGVD 29 (07/19/86) 3875.     (m)        12713.     (f) VERT ANG       
 LL1349
 LL1349.Superseded values are not recommended for survey control.
 LL1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1349.See file dsdata.txt to determine how the superseded data were derived.
 LL1349
 LL1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE4170861622(NAD 83)
 LL1349_MARKER: W = UNMONUMENTED
 LL1349_SETTING: 66 = SET IN ROCK OUTCROP
 LL1349
 LL1349  HISTORY     - Date     Condition        Report By
 LL1349  HISTORY     - 1935     MONUMENTED       BOR
 LL1349
 LL1349                          STATION DESCRIPTION
 LL1349
 LL1349'DESCRIBED BY US BUREAU OF RECLAMATION 1935
 LL1349'DESCRIPTION AS FOLLOWS
 LL1349'
 LL1349'HALLETT PEAK, LOCATED ON THE CONTINENTAL DIVIDE BETWEEN GRAND AND
 LL1349'LARIMER COUNTIES, RISES DIRECTLY W. OF BEAR LAKE, WHICH IS
 LL1349'APPROXIMATELY 7 MI. SW. OF ESTES PARK, COLORADO.
 LL1349'
 LL1349'IT IS REACHED BY FOLLOWING A WELL-MARKED, IMPROVED TRAIL KNOWN AS
 LL1349'FLAT TOP MOUNTAIN TRAIL, A DISTANCE OF 3 MI. TO A SADDLE BETWEEN
 LL1349'FLAT TOP AND HALLETT.  AT THE FORK, TAKE THE GRAND LAKE TRAIL
 LL1349'APPROXIMATELY 1 MI. AND TURN OFF DIRECTLY UP THE W. FACE OF
 LL1349'HALLETT PEAK.
 LL1349'
 LL1349'STATION MARK--A SPIKE IN THE ROCK.
 LL1349'
 LL1349'REFERENCE MARK--A USGS BRONZE TABLET BENCH MARK APPROXIMATELY 6 FT. S.
 LL1349'OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0626 ***********************************************************************
 LK0626  DESIGNATION -  HALLIBURTON CO RADIO MAST
 LK0626  PID         -  LK0626
 LK0626  STATE/COUNTY-  CO/LOGAN
 LK0626  USGS QUAD   -  PADRONI NW (1951)
 LK0626
 LK0626                         *CURRENT SURVEY CONTROL
 LK0626  ___________________________________________________________________
 LK0626* NAD 83(1992)-  40 53 47.96329(N)    103 12 35.13489(W)     ADJUSTED  
 LK0626* NAVD 88     -                                                        
 LK0626  ___________________________________________________________________
 LK0626  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 LK0626  GEOID HEIGHT-         -19.46  (meters)                     GEOID03
 LK0626
 LK0626  HORZ ORDER  -  THIRD
 LK0626
 LK0626.The horizontal coordinates were established by classical geodetic methods
 LK0626.and adjusted by the National Geodetic Survey in January 1993..
 LK0626
 LK0626
 LK0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0626
 LK0626.The geoid height was determined by GEOID03.
 LK0626
 LK0626;                    North         East     Units Scale Factor Converg.
 LK0626;SPC CO N     -   480,877.574 1,107,374.745   MT  1.00002035   +1 28 47.3
 LK0626;SPC CO N     - 1,577,679.17  3,633,111.98   sFT  1.00002035   +1 28 47.3
 LK0626;SPC NE       -   123,076.359   229,664.183   MT  0.99971472   -2 07 37.6
 LK0626;UTM  13      - 4,528,827.739   650,800.424   MT  0.99987990   +1 10 20.2
 LK0626
 LK0626                          SUPERSEDED SURVEY CONTROL
 LK0626
 LK0626  NAD 83(1986)-  40 53 47.96033(N)    103 12 35.13347(W) AD(       ) 4
 LK0626  NAD 27      -  40 53 48.01000(N)    103 12 33.40100(W) AD(       ) 3
 LK0626
 LK0626.Superseded values are not recommended for survey control.
 LK0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0626.See file dsdata.txt to determine how the superseded data were derived.
 LK0626
 LK0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF5080028828(NAD 83)
 LK0626_MARKER: 42 = RADIO/TV MAST
 LK0626
 LK0626  HISTORY     - Date     Condition        Report By
 LK0626  HISTORY     - 1963     FIRST OBSERVED   CGS
 LK0626  HISTORY     - 1963     GOOD             CGS
 LK0626
 LK0626                          STATION DESCRIPTION
 LK0626
 LK0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 LK0626'THE STATION IS THE TOP CENTER OF AN UNLIGHTED TRIANGULAR
 LK0626'SHAPED STEEL MAST, 160 FEET IN HEIGHT.  IT IS LOCATED ON A
 LK0626'GRASSY HILL IN OPEN PASTURE ABOUT 5 MILES NORTH-NORTHWEST
 LK0626'OF BUCHANAN AND 6-1/2 MILES SOUTHWEST OF PEETZ.  THE MAST
 LK0626'IS ALTERNATELY PAINTED RED AND WHITE.
 LK0626
 LK0626                          STATION RECOVERY (1963)
 LK0626
 LK0626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 LK0626'THE STATION IS LOCATED ABOUT 8-1/4 MILES NORTH AND 2 MILES
 LK0626'WEST OF PADRONI.
 LK0626'
 LK0626'TO REACH THE STATION FROM THE POST OFFICE IN PADRONI, GO EAST
 LK0626'1/2 BLOCK, TURN RIGHT, GO SOUTH FOR 0.15 MILE, TURN RIGHT,
 LK0626'GO WEST FOR 3 MILES TO A T ROAD.  TURN RIGHT AND GO NORTH
 LK0626'ON PAVED ROAD FOR 8.8 MILES TO A SIDE ROAD RIGHT, TURN RIGHT,
 LK0626'GO EAST FOR 1 MILE TO A T ROAD, TURN RIGHT, GO SOUTH FOR 0.5
 LK0626'MILE TO THE MAST IN A PASTURE.
 LK0626'
 LK0626'THE STATION IS THE TOP AND CENTER OF A STEEL TRUSSWORK STRUCTURE,
 LK0626'PAINTED ALTERNATELY RED AND WHITE IN COLOR WITH AN OVERALL
 LK0626'HEIGHT OF ABOUT 140 FEET.
 LK0626'
 LK0626'THE APEX OF THE MAST WAS THE POINT INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0447 ***********************************************************************
 KM0447  DESIGNATION -  HALOGETON
 KM0447  PID         -  KM0447
 KM0447  STATE/COUNTY-  CO/MESA
 KM0447  USGS QUAD   -  CORCORAN POINT (1973)
 KM0447
 KM0447                         *CURRENT SURVEY CONTROL
 KM0447  ___________________________________________________________________
 KM0447* NAD 83(1992)-  39 14 54.87685(N)    108 34 30.70027(W)     ADJUSTED  
 KM0447* NAVD 88     -      1685.9    (meters)    5531.     (feet)  VERTCON   
 KM0447  ___________________________________________________________________
 KM0447  LAPLACE CORR-           8.15  (seconds)                    DEFLEC99
 KM0447  GEOID HEIGHT-         -16.72  (meters)                     GEOID03
 KM0447
 KM0447  HORZ ORDER  -  THIRD
 KM0447
 KM0447.The horizontal coordinates were established by classical geodetic methods
 KM0447.and adjusted by the National Geodetic Survey in January 1993..
 KM0447
 KM0447.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0447
 KM0447.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0447
 KM0447.The geoid height was determined by GEOID03.
 KM0447
 KM0447;                    North         East     Units Scale Factor Converg.
 KM0447;SPC CO C     -   466,395.785   649,010.234   MT  0.99993921   -1 56 22.2
 KM0447;SPC CO C     - 1,530,166.84  2,129,294.41   sFT  0.99993921   -1 56 22.2
 KM0447;UTM  12      - 4,347,164.286   709,244.092   MT  1.00013912   +1 32 04.9
 KM0447
 KM0447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0447!SPC CO C     -   0.99973819  x   0.99993921  =   0.99967741
 KM0447!UTM  12      -   0.99973819  x   1.00013912  =   0.99987727
 KM0447
 KM0447                          SUPERSEDED SURVEY CONTROL
 KM0447
 KM0447  NAD 83(1986)-  39 14 54.85999(N)    108 34 30.67934(W) AD(       ) 3
 KM0447  NGVD 29 (05/18/92) 1684.8    (m)         5528.     (f) VERT ANG       
 KM0447
 KM0447.Superseded values are not recommended for survey control.
 KM0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0447.See file dsdata.txt to determine how the superseded data were derived.
 KM0447
 KM0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ0924447164(NAD 83)
 KM0447_MARKER: DD = SURVEY DISK
 KM0447_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 KM0447_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 KM0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0447+STABILITY: SURFACE MOTION
 KM0447
 KM0447  HISTORY     - Date     Condition        Report By
 KM0447  HISTORY     - 1961     MONUMENTED       USGS
 KM0447
 KM0447                          STATION DESCRIPTION
 KM0447
 KM0447'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 KM0447'STATION IS LOCATED ABOUT 12 MI. DUE N. OF GRAND JUNCTION, ON NORTHERN
 KM0447'TIP OF SMALL TOP, AT BASE OF LITTLE BOOK CLIFFS.
 KM0447'
 KM0447'TO REACH FROM GRAND JUNCTION POST OFFICE, PROCEED W. ALONG U.S.
 KM0447'HIGHWAY 50 6.5 MI. TO 21ST ROAD, THENCE N. ALONG 21ST ROAD 5.8 MI.,
 KM0447'THENCE E. AND N. 0.5 MI. TO BRIDGE CROSSING HIGHLINE CANAL, THENCE
 KM0447'NE. ALONG GRADED GRAVEL RD. 3.6 MI. TO POLE CORRALS ON LEFT, THENCE
 KM0447'RIGHT, EASTERLY, ALONG TRACK RD., CROSSING LARGE STOCK TANK DAM, 1.1
 KM0447'MI. TO FORKS, THENCE RIGHT, SOUTHERLY, AT TOP OF RIDGE 0.8 MI.,
 KM0447'THENCE LEFT, EASTERLY, ALONG TRACK RD. 1.9 MI., THENCE ALONG RIGHT
 KM0447'FORK 0.5 MI. TO TOP OF SMALL BUTTE AND STATION SITE.
 KM0447'
 KM0447'STATION MARK--STANDARD TABLET SET IN A CONCRETE POST, PROJECTING 4
 KM0447'IN. ABOVE GROUND, AND STAMPED ---HALOGETON-ET 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0580 ***********************************************************************
 LK0580  DESIGNATION -  HAM
 LK0580  PID         -  LK0580
 LK0580  STATE/COUNTY-  CO/SEDGWICK
 LK0580  USGS QUAD   -  MARKS BUTTE (1952)
 LK0580
 LK0580                         *CURRENT SURVEY CONTROL
 LK0580  ___________________________________________________________________
 LK0580* NAD 83(1992)-  40 49 52.61604(N)    102 35 57.07081(W)     ADJUSTED  
 LK0580* NAVD 88     -      1247.7    (meters)    4093.     (feet)  VERTCON   
 LK0580  ___________________________________________________________________
 LK0580  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 LK0580  GEOID HEIGHT-         -20.12  (meters)                     GEOID03
 LK0580
 LK0580  HORZ ORDER  -  SECOND
 LK0580
 LK0580.The horizontal coordinates were established by classical geodetic methods
 LK0580.and adjusted by the National Geodetic Survey in January 1993..
 LK0580
 LK0580.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0580
 LK0580.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0580
 LK0580.The geoid height was determined by GEOID03.
 LK0580
 LK0580;                    North         East     Units Scale Factor Converg.
 LK0580;SPC CO N     -   475,127.251 1,159,041.961   MT  1.00000813   +1 52 27.5
 LK0580;SPC CO N     - 1,558,813.32  3,802,623.50   sFT  1.00000813   +1 52 27.5
 LK0580;UTM  13      - 4,522,801.995   702,434.804   MT  1.00010442   +1 34 13.0
 LK0580
 LK0580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0580!SPC CO N     -   0.99980747  x   1.00000813  =   0.99981560
 LK0580!UTM  13      -   0.99980747  x   1.00010442  =   0.99991187
 LK0580
 LK0580:                Primary Azimuth Mark                     Grid Az
 LK0580:SPC CO N     -  SEDGEWICK MUNICIPAL TANK                 026 05 37.2
 LK0580:UTM  13      -  SEDGEWICK MUNICIPAL TANK                 026 23 51.7
 LK0580
 LK0580|---------------------------------------------------------------------|
 LK0580| PID    Reference Object                     Distance      Geod. Az  |
 LK0580|                                                           dddmmss.s |
 LK0580| LK0577 SEDGEWICK MUNICIPAL TANK            APPROX.13.3 KM 0275804.7 |
 LK0580| CP8163 HAM B AZ MK                                        0280115.4 |
 LK0580| CP8164 HAM B RM 1                                         19713     |
 LK0580| CP8166 HAM RM 1                              9.138 METERS 19715     |
 LK0580| LK0583 CONDON                              APPROX.10.5 KM 2432010.3 |
 LK0580| CP8165 HAM B RM 2                                         30638     |
 LK0580| CP8167 HAM RM 2                             11.905 METERS 30638     |
 LK0580|---------------------------------------------------------------------|
 LK0580
 LK0580                          SUPERSEDED SURVEY CONTROL
 LK0580
 LK0580  NAD 83(1986)-  40 49 52.61363(N)    102 35 57.07074(W) AD(       ) 2
 LK0580  NAD 27      -  40 49 52.63510(N)    102 35 55.39300(W) AD(       ) 2
 LK0580  NGVD 29 (07/19/86) 1247.2    (m)         4092.     (f) VERT ANG       
 LK0580
 LK0580.Superseded values are not recommended for survey control.
 LK0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0580.See file dsdata.txt to determine how the superseded data were derived.
 LK0580
 LK0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF0243522802(NAD 83)
 LK0580_MARKER: DS = TRIANGULATION STATION DISK
 LK0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0580_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LK0580
 LK0580  HISTORY     - Date     Condition        Report By
 LK0580  HISTORY     - 1963     MONUMENTED       CGS
 LK0580  HISTORY     - 1971     SEE DESCRIPTION  USGS
 LK0580
 LK0580                          STATION DESCRIPTION
 LK0580
 LK0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 LK0580'THE STATION IS LOCATED 11-1/2 MILES EAST-SOUTHEAST OF CROOK,
 LK0580'8-1/2 MILES SOUTHWEST OF SEDGWICK, AND 5-3/4 MILES SOUTH OF
 LK0580'DORSEY.  IT IS ON THE HIGHEST POINT IN THE IMMEDIATE
 LK0580'VICINITY ON A GRASSY, SANDY HILL IN PASTURE LAND, AND IS
 LK0580'THE SITE OF U.S. GEOLOGICAL SURVEY STATION SEDGWICK WHICH HAS
 LK0580'FALLEN OVER BECAUSE OF WIND EROSION.  THE LAND IS OWNED AT
 LK0580'PRESENT BY STANLEY R. HAM.
 LK0580'
 LK0580'TO REACH THE STATION FROM THE POST OFFICE IN SEDGWICK, GO SOUTH
 LK0580'ON THE MAIN STREET 1/2 BLOCK TO U.S. HIGHWAY 138.  TURN
 LK0580'LEFT AND GO NORTHEAST ON U.S. HIGHWAY 138 FOR 0.3 MILE TO A
 LK0580'CROSSROAD, PAVED TO THE SOUTH.  TURN RIGHT, CROSS RAILROAD
 LK0580'TRACKS, AND GO SOUTH AND WEST ON SEDGWICK COUNTY ROAD 59 FOR
 LK0580'8.5 MILES TO A FORK ON A CURVE.  TAKE RIGHT FORK, STRAIGHT
 LK0580'AHEAD, AND GO WEST 1.3 MILES TO A CROSSROAD.  GO WEST THROUGH
 LK0580'WIRE GATE DIRECTLY AHEAD 0.1 MILE ON TRACK ROAD IN PASTURE
 LK0580'TO A GATE ON THE LEFT.  TURN LEFT THROUGH GATE AND GO
 LK0580'SOUTHWEST ACROSS PASTURE 0.1 MILE TO A GATE IN NORTH-SOUTH
 LK0580'FENCE.  PASS THROUGH GATE AND CONTINUE WEST ON TRACK ROAD IN
 LK0580'PASTURE 0.5 MILE TO A FORK.  TAKE THE LEFT FORK AND
 LK0580'CONTINUE WEST 0.4 MILE TO A GATE OVER A SANDY SPOT.
 LK0580'PASS THROUGH GATE AND GO SOUTHWEST IN SAGEBRUSH (NO
 LK0580'TRACKS) FOR 0.1 MILE TO A GATE IN EAST-WEST FENCE AND
 LK0580'AZIMUTH MARK ON RIGHT.  PASS HROUGH GATE AND PICK UP
 LK0580'DIM TRACKS GOING SOUTH ALONG WEST SIDE OF FENCE FOR 0.4
 LK0580'MILE TO TOP OF RIDGE WITH WINDIMILL ON LEFT.  LEAVE
 LK0580'TRACKS AND GO WEST ACROSS COUNTRY 0.4 MILE TO HIGHEST
 LK0580'POINT AND STATION.
 LK0580'
 LK0580'THE STATION MARK IS A STANDARD DISK STAMPED HAM 1963 SET IN
 LK0580'THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 1 INCH ABOVE
 LK0580'GROUND.  IT IS 6.2 FEET SOUTHWEST OF A METAL WITNESS POST
 LK0580'WITH SIGN.
 LK0580'
 LK0580'REFERENCE MARK NUMBER ONE IS A U.S. GEOLOGICAL SURVEY REFERENCE
 LK0580'DISK, STAMPED NO 1, SET IN THE TOP OF A PRECAST 8-INCH,
 LK0580'SQUARE, CONCRETE MONUMENT PROJECTING 4 INCHES ABOVE GROUND.
 LK0580'IT IS ABOUT 3 FEET LOWER THAN STATION ELEVATION.
 LK0580'
 LK0580'REFERENCE MARK NUMBER TWO IS A U.S. GEOLOGICAL SURVEY REFERENCE
 LK0580'DISK, STAMPED NO 2, SET IN THE TOP OF A PRECAST 8-INCH, SQUARE,
 LK0580'CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE GROUND.  IT IS
 LK0580'ABOUT 6 FEET LOWER THAN STATION ELEVATION.
 LK0580'
 LK0580'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HAM 1963 SET IN
 LK0580'THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 4 INCHES
 LK0580'ABOVE GROUND.  IT IS 3 FEET EAST OF A METAL WITNESS POST,
 LK0580'AND 1 FOOT SOUTH OF A WIRE FENCE AT THE WEST GATE POST OF A
 LK0580'GATE IN THE FENCE.
 LK0580
 LK0580                          STATION RECOVERY (1971)
 LK0580
 LK0580'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (HH)
 LK0580'THE STATION IS LOCATED NORTH 23 DEGREES WEST, ABOUT 16 MILES
 LK0580'AIRLINE DISTANCE FROM PAOLI, COLORADO, ON THE HIGHEST HILL
 LK0580'IN THE NORTHEAST ONE-QUARTER OF SECTION 21, TOWNSHIP 10 NORTH,
 LK0580'RANGE 47 WEST.
 LK0580'
 LK0580'TO REACH FROM PAOLI, COLORADO, GO WEST ON U.S. HIGHWAY 6 FOR
 LK0580'4 MILES TO A CROSSROAD.  TURN RIGHT (NORTH) AND GO 12 MILES
 LK0580'TO A FIELD ROAD.  TURN LEFT (WEST), AND GO 2.0 MILES TO MR.
 LK0580'HAMS RANCH ROAD.  TURN RIGHT (NORTH) FOR 0.8 MILES TOWARD MR.
 LK0580'HAMS RANCH AND A GATE.  PASS THROUGH GATE AND FOLLOW TRACK
 LK0580'ROAD 0.6 MILES TO ANOTHER GATE.  PASS THROUGH GATE AND GO ACROSS
 LK0580'COUNTRY NORTH-NORTHEAST FOR 0.8 MILES TO THE STATION SITE,
 LK0580'6.2 FEET SOUTHWEST OF A WITNESS POST.
 LK0580'
 LK0580'THE STATION MARK IS A STANDARD USC AND GS DISK SET IN A
 LK0580'CONCRETE POST, PROJECTING 1.3 FEET ABOVE GROUND.  THE TWO
 LK0580'REFERENCE MARKS ARE STANDARD USGS TABLETS SET IN CONCRETE
 LK0580'POSTS, PROJECTING 0.5 FEET ABOVE GROUND.
 LK0580'
 LK0580'STATION MARK--DISK STAMPED HAM 1963.
 LK0580'
 LK0580'REFERENCE MARK NO. 1--TABLET STAMPED NO. 1.
 LK0580'
 LK0580'REFERENCE MARK NO. 2--TABLET STAMPED NO. 2.
 LK0580'
 LK0580'STATION CONDON (USGS 1949) (USC AND GS 1963) IS VISIBLE FROM THE
 LK0580'GROUND AT THIS STATION AND WILL SERVE AS THE AZIMUTH MARK.
 LK0580'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0728 ***********************************************************************
 LK0728  DESIGNATION -  HAM
 LK0728  PID         -  LK0728
 LK0728  STATE/COUNTY-  CO/WELD
 LK0728  USGS QUAD   -  STONEHAM (1977)
 LK0728
 LK0728                         *CURRENT SURVEY CONTROL
 LK0728  ___________________________________________________________________
 LK0728* NAD 83(1992)-  40 36 37.03735(N)    103 39 26.00580(W)     ADJUSTED  
 LK0728* NAVD 88     -      1415.     (meters)    4642.     (feet)  SCALED    
 LK0728  ___________________________________________________________________
 LK0728  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 LK0728  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 LK0728
 LK0728  HORZ ORDER  -  SECOND
 LK0728
 LK0728.The horizontal coordinates were established by classical geodetic methods
 LK0728.and adjusted by the National Geodetic Survey in January 1993..
 LK0728
 LK0728.The orthometric height was scaled from a topographic map.
 LK0728
 LK0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0728
 LK0728.The geoid height was determined by GEOID03.
 LK0728
 LK0728;                    North         East     Units Scale Factor Converg.
 LK0728;SPC CO N     -   448,204.944 1,070,338.852   MT  0.99997650   +1 11 26.4
 LK0728;SPC CO N     - 1,470,485.72  3,511,603.38   sFT  0.99997650   +1 11 26.4
 LK0728;UTM  13      - 4,496,363.318   613,593.674   MT  0.99975883   +0 52 26.8
 LK0728
 LK0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0728!SPC CO N     -   0.99978114  x   0.99997650  =   0.99975764
 LK0728!UTM  13      -   0.99978114  x   0.99975883  =   0.99954002
 LK0728
 LK0728:                Primary Azimuth Mark                     Grid Az
 LK0728:SPC CO N     -  ROUTE 14 ROW MARKER=AZ MK                088 15 30.5
 LK0728:UTM  13      -  ROUTE 14 ROW MARKER=AZ MK                088 34 30.1
 LK0728
 LK0728|---------------------------------------------------------------------|
 LK0728| PID    Reference Object                     Distance      Geod. Az  |
 LK0728|                                                           dddmmss.s |
 LK0728| LK0730 ROUTE 14 ROW MARKER=AZ MK           APPROX. 1.0 KM 0892656.9 |
 LK0728| CP8514 ROUTE 14 ROW MARKER=HAM RM 2         32.284 METERS 09915     |
 LK0728| LK0729 STONEHAM ST JOHN CATH CH CROSS      APPROX. 1.1 KM 2331031.9 |
 LK0728| CP8166 HAM RM 1                             16.226 METERS 29914     |
 LK0728|---------------------------------------------------------------------|
 LK0728
 LK0728                          SUPERSEDED SURVEY CONTROL
 LK0728
 LK0728  NAD 83(1986)-  40 36 37.02668(N)    103 39 26.00522(W) AD(       ) 2
 LK0728  NAD 27      -  40 36 37.08170(N)    103 39 24.20040(W) AD(       ) 2
 LK0728
 LK0728.Superseded values are not recommended for survey control.
 LK0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0728.See file dsdata.txt to determine how the superseded data were derived.
 LK0728
 LK0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE1359496363(NAD 83)
 LK0728_MARKER: DS = TRIANGULATION STATION DISK
 LK0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0728_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LK0728
 LK0728  HISTORY     - Date     Condition        Report By
 LK0728  HISTORY     - 1963     MONUMENTED       CGS
 LK0728  HISTORY     - 1979     GOOD             NGS
 LK0728
 LK0728                          STATION DESCRIPTION
 LK0728
 LK0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 LK0728'THE STATION IS LOCATED ABOUT 1/2 MILE NORTH AND 1/2 MILE
 LK0728'EAST OF STONEHAM, ON THE NORTH RIGHT-OF-WAY OF STATE HIGHWAY
 LK0728'14.
 LK0728'
 LK0728'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14
 LK0728'AND 71 ABOUT 1/2 MILE NORTHWEST OF STONEHAM GO EAST ON HIGHWAY
 LK0728'14 FOR 1.0 MILE TO A SIDE ROAD LEFT AND THE STATION IN THE
 LK0728'NORTHEAST ANGLE OF THE INTERSECTION.
 LK0728'
 LK0728'THE STATION MARK IS A STANDARD DISK STAMPED HAM 1963 SET
 LK0728'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS
 LK0728'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 79 FEET EAST OF
 LK0728'THE CENTER OF A GRAVEL ROAD, 69 FEET NORTH OF THE CENTER OF
 LK0728'HIGHWAY 14, 9.4 FEET NORTH OF A WITNESS POST AND 6 FEET SOUTH
 LK0728'OF A FENCE.
 LK0728'
 LK0728'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HAM NO 1 1963
 LK0728'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 LK0728'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 96 FEET NORTH
 LK0728'OF THE CENTER OF HIGHWAY 14, 57 FEET WEST-NORTHWEST OF THE
 LK0728'WITNESS POST, 41 FEET EAST OF THE CENTER OF OF THE GRAVEL
 LK0728'ROAD AND 1 FOOT SOUTH OF THE FENCE.
 LK0728'
 LK0728'A COLORADO STATE HIGHWAY RIGHT-OF-WAY MARKER WAS USED AS
 LK0728'REFERENCE MARK 2.  IT IS A BRONZE DISK, WITH NO STAMPING, SET
 LK0728'IN THE TOP OF A 6-INCH ROUND CONCRETE POST THAT PROJECTS 8
 LK0728'INCHES.  IT IS 51 FEET NORTH OF THE CENTER OF HIGHWAY 14 AND
 LK0728'1 FOOT NORTH OF THE FENCE.
 LK0728'
 LK0728'A COLORADO STATE HIGHWAY RIGHT-OF-WAY MARKER WAS USED AS AN
 LK0728'AZIMUTH MARK.  IT IS A BRONZE DISK, WITH NO STAMPING, SET
 LK0728'IN THE TOP OF A 6-INCH ROUND CONCRETE POST THAT PROJECTS
 LK0728'8 INCHES.  IT IS 71 FEET NORTH OF THE CENTER OF HIGHWAY 14,
 LK0728'2.7 FEET NORTHWEST OF A WITNESS POST AND 2 FEET NORTH OF
 LK0728'A FENCE.
 LK0728
 LK0728                          STATION RECOVERY (1979)
 LK0728
 LK0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LK0728'STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION, THE
 LK0728'AZIMUTH MARK WHICH WAS A HIGHWAY RIGHT OF WAY MARK HAD BEEN RESET AND
 LK0728'THE HORIZONTAL ANGLE DID NOT CHECK BY 24 SECONDS.  THE RESET RIGHT OF
 LK0728'WAY MARK WAS ESTABLISHED AS THE AZIMUTH MARK AT THIS TIME, THE ANGLE
 LK0728'TO REFERENCE MARKS AND DISTANCE TO REFERENCE MARK 2 CHECKED PREVIOUS
 LK0728'DATA FAVORABLY BUT DISTANCE TO REFERENCE MARK 1 DID NOT CHECK BY 0.010
 LK0728'METERS.  THE 1963 LOCATION OF AND ROUTE TO STATION IS STILL ADEQUATE.
 LK0728'
 LK0728'STATION IS A STANDARD STATION MARK DISK, STAMPED---HAM 1963--- SET IN
 LK0728'THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH GROUND, 77 FEET EAST
 LK0728'OF A GRAVELED ROAD, 68 FEET NORTH OF STATE HIGHWAY 14, 27 FEET
 LK0728'NORTHWEST OF A POWER POLE, 9.7 FEET SOUTH OF A FENCE, 9.5 FEET NORTH
 LK0728'OF A METAL WITNESS POST.
 LK0728'
 LK0728'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED---HAM NO 1
 LK0728'1963--- SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 LK0728'GROUND, 36 FEET EAST OF THE GRAVELED ROAD, 8 FEET SOUTHEAST OF A
 LK0728'FENCE CORNER POST, 1.5 FEET SOUTH OF A FENCE.
 LK0728'
 LK0728'REFERENCE MARK 2 IS A COLORADO DEPARTMENT OF HIGHWAYS RIGHT OF WAY
 LK0728'MARKER DISK, NOT STAMPED, SET IN THE TOP OF A ROUND CONCRETE POST
 LK0728'PROJECTING ABOUT 8 INCHES, 50 FEET NORTH OF STATE HIGHWAY 14, 1 FOOT
 LK0728'NORTH OF THE FENCE LINE.
 LK0728'
 LK0728'AZIMUTH MARK IS A COLORADO DEPARTMENT OF HIGHWAYS RIGHT OF WAY
 LK0728'MARKER DISK, NOT STAMPED, SET IN THE TOP OF A ROUND CONCRETE POST
 LK0728'PROJECTING ABOUT 3 INCHES AN REINFORCED WITH CONCRETE SLAB AROUND IT,
 LK0728'71 FEET NORTH OF CENTER OF HIGHWAY 14, 3 FEET NORTHWEST OF A METAL
 LK0728'WITNESS POST, 1.7 FEET NORTH OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0411 ***********************************************************************
 JM0411  DESIGNATION -  HAMM
 JM0411  PID         -  JM0411
 JM0411  STATE/COUNTY-  CO/SAN MIGUEL
 JM0411  USGS QUAD   -  HAMM CANYON (1994)
 JM0411
 JM0411                         *CURRENT SURVEY CONTROL
 JM0411  ___________________________________________________________________
 JM0411* NAD 83(1992)-  38 05 50.88171(N)    108 46 55.77028(W)     ADJUSTED  
 JM0411* NAVD 88     -      2232.1    (meters)    7323.     (feet)  VERTCON   
 JM0411  ___________________________________________________________________
 JM0411  LAPLACE CORR-           2.94  (seconds)                    DEFLEC99
 JM0411  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 JM0411
 JM0411  HORZ ORDER  -  THIRD
 JM0411
 JM0411.The horizontal coordinates were established by classical geodetic methods
 JM0411.and adjusted by the National Geodetic Survey in November 1997..
 JM0411
 JM0411.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0411
 JM0411.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0411
 JM0411.The geoid height was determined by GEOID03.
 JM0411
 JM0411;                    North         East     Units Scale Factor Converg.
 JM0411;SPC CO S     -   468,655.285   626,575.665   MT  0.99995593   -2 00 47.5
 JM0411;SPC CO S     - 1,537,579.88  2,055,690.33   sFT  0.99995593   -2 00 47.5
 JM0411;UTM  12      - 4,218,952.287   694,474.271   MT  1.00006581   +1 22 07.8
 JM0411
 JM0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0411!SPC CO S     -   0.99965285  x   0.99995593  =   0.99960880
 JM0411!UTM  12      -   0.99965285  x   1.00006581  =   0.99971864
 JM0411
 JM0411                          SUPERSEDED SURVEY CONTROL
 JM0411
 JM0411  NAD 83(1992)-  38 05 50.87723(N)    108 46 55.77078(W) AD(       ) 3
 JM0411  NAD 83(1986)-  38 05 50.87368(N)    108 46 55.76740(W) AD(       ) 3
 JM0411  NAD 27      -  38 05 50.90498(N)    108 46 53.41245(W) AD(       ) 3
 JM0411  NGVD 29 (07/19/86) 2230.9    (m)         7319.     (f) VERT ANG       
 JM0411
 JM0411.Superseded values are not recommended for survey control.
 JM0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0411.See file dsdata.txt to determine how the superseded data were derived.
 JM0411
 JM0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH9447418952(NAD 83)
 JM0411_MARKER: DD = SURVEY DISK
 JM0411_SETTING: 66 = SET IN ROCK OUTCROP
 JM0411_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JM0411_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0411+STABILITY: POSITION/ELEVATION WELL
 JM0411
 JM0411  HISTORY     - Date     Condition        Report By
 JM0411  HISTORY     - 1947     MONUMENTED       USGS
 JM0411
 JM0411                          STATION DESCRIPTION
 JM0411
 JM0411'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JM0411'STATION IS LOCATED ON HIGHEST MOST SOUTHERN TIP OF RIDGE, DIRECTLY E.
 JM0411'OF HAMM CANYON, NE. 1/4 SEC. 6 AND 7, T 44 N, R 17 W.
 JM0411'
 JM0411'TO REACH FROM NATURITA, COLORADO, TAKE STATE HIGHWAY 80 16.0 MI. N.
 JM0411'AND W. TO WHAT IS KNOWN LOCALLY AS THE DRY CREEK BASIN ROAD, FOLLOW
 JM0411'THIS RD. 12.0 MI. DUE W. TO POINT OPPOSITE HIGH POINT OF RIDGE S.,
 JM0411'FROM THIS POINT IT IS APPROXIMATELY A 1 HR. PACK TO POINT OF RIDGE
 JM0411'AND STATION SITE.
 JM0411'
 JM0411'STATION MARK--STANDARD TABLET, STAMPED ---HAMM 1947---, AND CEMENTED
 JM0411'IN DRILL HOLE IN HIGH POINT OF ROCK OUTCROP.
 JM0411'
 JM0411'REFERENCE MARKS--CHISELED ARROWS, IN ROCK OUTCROPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1171 ***********************************************************************
 JK1171  DESIGNATION -  HAMMER
 JK1171  PID         -  JK1171
 JK1171  STATE/COUNTY-  CO/EL PASO
 JK1171  USGS QUAD   -  FOUNTAIN NE (1961)
 JK1171
 JK1171                         *CURRENT SURVEY CONTROL
 JK1171  ___________________________________________________________________
 JK1171* NAD 83(1992)-  38 38 12.88558(N)    104 32 33.25015(W)     ADJUSTED  
 JK1171* NAVD 88     -      1714.1    (meters)    5624.     (feet)  VERTCON   
 JK1171  ___________________________________________________________________
 JK1171  LAPLACE CORR-          -6.78  (seconds)                    DEFLEC99
 JK1171  GEOID HEIGHT-         -18.90  (meters)                     GEOID03
 JK1171
 JK1171  HORZ ORDER  -  FIRST
 JK1171
 JK1171.The horizontal coordinates were established by classical geodetic methods
 JK1171.and adjusted by the National Geodetic Survey in January 1993..
 JK1171
 JK1171.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1171
 JK1171.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1171
 JK1171.The geoid height was determined by GEOID03.
 JK1171
 JK1171;                    North         East     Units Scale Factor Converg.
 JK1171;SPC CO C     -   394,443.026   997,758.637   MT  0.99996851   +0 36 13.8
 JK1171;SPC CO C     - 1,294,101.83  3,273,479.79   sFT  0.99996851   +0 36 13.8
 JK1171;UTM  13      - 4,276,584.876   539,811.444   MT  0.99961952   +0 17 08.2
 JK1171
 JK1171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1171!SPC CO C     -   0.99973409  x   0.99996851  =   0.99970261
 JK1171!UTM  13      -   0.99973409  x   0.99961952  =   0.99935372
 JK1171
 JK1171|---------------------------------------------------------------------|
 JK1171| PID    Reference Object                     Distance      Geod. Az  |
 JK1171|                                                           dddmmss.s |
 JK1171| CM8698 HAMMER RM 1                           6.293 METERS 06931     |
 JK1171| CM8699 HAMMER RM 2                           7.498 METERS 13111     |
 JK1171| JK1159 PETERSON FIELD BEACON               APPROX.25.0 KM 3245715.5 |
 JK1171| CM8697 28 HA                                              3304459.8 |
 JK1171|---------------------------------------------------------------------|
 JK1171
 JK1171                          SUPERSEDED SURVEY CONTROL
 JK1171
 JK1171  NAD 83(1986)-  38 38 12.87530(N)    104 32 33.24592(W) AD(       ) 1
 JK1171  NAD 27      -  38 38 12.87800(N)    104 32 31.35600(W) AD(       ) 1
 JK1171  NGVD 29 (07/19/86) 1713.1    (m)         5620.     (f) VERT ANG       
 JK1171
 JK1171.Superseded values are not recommended for survey control.
 JK1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1171.See file dsdata.txt to determine how the superseded data were derived.
 JK1171
 JK1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC3981176585(NAD 83)
 JK1171_MARKER: DS = TRIANGULATION STATION DISK
 JK1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1171
 JK1171  HISTORY     - Date     Condition        Report By
 JK1171  HISTORY     - 1949     MONUMENTED       CGS
 JK1171  HISTORY     - 1958     GOOD             USAF
 JK1171  HISTORY     - 1968     GOOD             USAF
 JK1171  HISTORY     - 1975     GOOD             NGS
 JK1171  HISTORY     - 1988     GOOD             LOCENG
 JK1171
 JK1171                          STATION DESCRIPTION
 JK1171
 JK1171'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 JK1171'THE STATION IS LOCATED ABOUT 26.0 MILES AIR LINE NORTH-NORTHEAST
 JK1171'OF PUEBLO, ABOUT 9.0 MILES AIR LINE EAST-SOUTHEAST OF FOUNTAIN,
 JK1171'ABOUT 1.7 MILES AIR LINE WEST OF CHICO WASH AND ABOUT 0.5
 JK1171'MILE AIR LINE EAST OF TWO, LARGE, LONE COTTONWOOD TREES.  THE
 JK1171'STATION MARK IS SET ON THE HIGHEST POINT OF A SLIGHT RISE LOCATED
 JK1171'ON A LONG NORTH-SOUTH TABLELAND IN OPEN PASTURE LAND.  THE
 JK1171'MARK IS SET FLUSH, 6 FEET EAST-SOUTHEAST OF A WHITE WITNESS
 JK1171'POST AND IS STAMPED, HAMMER 1949.
 JK1171'
 JK1171'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 JK1171'THE STATION, PROJECTS 4 INCHES AND IS STAMPED, HAMMER NO 1 1949.
 JK1171'
 JK1171'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 JK1171'THE STATION, PROJECTS 4 INCHES AND IS STAMPED, HAMMER NO 2 1949.
 JK1171'
 JK1171'THE AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK, BRONZE
 JK1171'DISK, SET IN THE TOP OF A 6 INCH SQUARE, CONCRETE POST, 6 INCHES
 JK1171'WEST OF A NORTH-SOUTH FENCE LINE, 3 FEET NORTHEAST OF A WHITE
 JK1171'WITNESS POST, PROJECTS 5 INCHES AND IS STAMPED, 1937 28 HA.
 JK1171'
 JK1171'TO REACH THE STATION FROM FOUNTAIN, GO EAST ON A GRADED ROAD
 JK1171'TOWARDS THE BUSINESS DISTRICT FOR 0.2 MILE TO THE MAIN PART
 JK1171'OF TOWN.  TURN LEFT FOR 1 BLOCK, THENCE RIGHT FOR 1.3 MILES TO
 JK1171'A T-INTERSECTION.  TURN LEFT AND FOLLOW THE MAIN GRADED ROAD
 JK1171'NORTH AND EAST FOR 0.4 MILE TO A CROSS ROAD.  TURN LEFT AND
 JK1171'DRIVE NORTHERLY FOR 0.5 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT
 JK1171'AND FOLLOW THE GRADED ROAD FOR 6.6 MILES TO A CATTLE GUARD AND
 JK1171'TRACK ROAD RIGHT.  TURN RIGHT AND FOLLOW THE MAIN TRACK SOUTH
 JK1171'FOR 2.1 MILES TO A WIRE GATE.  PASS THROUGH THE GATE AND
 JK1171'FOLLOW THE TRACK ROAD FOR 1.0 MILE TO THE AZIMUTH MARK AS
 JK1171'DESCRIBED ABOVE.  CONTINUE ON THE TRACK ROAD FOR 0.5 MILE
 JK1171'TO A WIRE GATE.  PASS THROUGH THE GATE AND GO 0.3 MILE
 JK1171'TO A FORK.  TAKE THE LEFT FORK FOR 0.4 MILE TO A TRACK ROAD
 JK1171'LEFT AND GATE IN A NORTH-SOUTH FENCE LINE.  TURN LEFT AND
 JK1171'PASS THROUGH THE GATE AND FOLLOW THE MAIN TRACK ROAD, PASSING
 JK1171'JUST TO THE SOUTH OF SOME OLD BUILDINGS AND TWO LARGE COTTONWOOD
 JK1171'TREES, FOR 0.6 MILE TO WHERE THE TRACK ROAD ENDS.  TURN
 JK1171'LEFT, NORTH, FOR 0.05 MILE TO THE STATION AS DESCRIBED
 JK1171'ABOVE.  A DRIVE STATION.
 JK1171
 JK1171                          STATION RECOVERY (1958)
 JK1171
 JK1171'RECOVERY NOTE BY US AIR FORCE 1958
 JK1171'STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 JK1171'AS DESCRIBED.
 JK1171
 JK1171                          STATION RECOVERY (1968)
 JK1171
 JK1171'RECOVERY NOTE BY US AIR FORCE 1968 (PED)
 JK1171'BENCH MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED
 JK1171
 JK1171                          STATION RECOVERY (1975)
 JK1171
 JK1171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1171'STATION WAS RECOVERED AND ALL MARKS ARE IN VERY GOOD CONDITION.
 JK1171'THIS IS A VISUAL RECOVERY.  NO ANGLES OR MEASUREMENTS MADE
 JK1171'AT THIS TIME.
 JK1171'
 JK1171'A NEW DESCRIPTION OF HOW TO REACH THE STATION FOLLOWS.
 JK1171'
 JK1171'STATION IS REACHED FROM THE POST OFFICE IN FOUNTAIN WHICH IS AT
 JK1171'THE CORNER OF IOWA AND WALNUT STREETS.  GO EAST ON IOWA STREET
 JK1171'FOR 0.25 MILE TO A RAILROAD CROSSING.  CROSS TRACKS AND CONTINUE
 JK1171'EAST ON SURFACED ROAD FOR 0.85 MILE TO A T-ROAD JUNCTION
 JK1171'(R.E.A. ROAD).  TURN LEFT AND GO NORTH AND EAST ON R.E.A. AND
 JK1171'KANE ROADS FOR 0.4 MILE TO THE JUNCTION WITH LINK ROAD.  TURN
 JK1171'LEFT AND GO NORTH ON LINK ROAD FOR 0.5 MILE TO SQUIRREL ROAD
 JK1171'ON THE RIGHT.  TURN RIGHT AND GO EAST ON SQUIRREL ROAD FOR 6.6
 JK1171'MILES TO WIRE GATES ON BOTH SIDES OF THE ROAD.  TURN RIGHT,
 JK1171'PASS THROUGH THE GATE ON THE RIGHT, SOUTH SIDE OF THE ROAD
 JK1171'AND GO SOUTH ON A WELL TRAVELED TRACK ROAD FOR 0.5 MILE TO A
 JK1171'FENCE CORNER, OLD BUILDING AND A CORRAL ON THE RIGHT.
 JK1171'CONTINUE SOUTHERLY ON TRACK ROAD FOR 1.6 MILES TO A WIRE
 JK1171'GATE.  PASS THROUGH THE GATE AND CONTINUE SOUTHERLY ON
 JK1171'TRACK ROAD FOR 1.0 MILE TO A U.S. GEOLOGICAL BENCH MARK
 JK1171'1937 (AZMK) ON THE LEFT IN NORTH-SOUTH FENCELINE.  CONTINUE
 JK1171'SOUTHERLY ON TRACK ROAD FOR 0.5 MILE TO A WIRE GATE.  PASS
 JK1171'THROUGH THE GATE AND CONTINUE SOUTHERLY ON TRACK ROAD FOR
 JK1171'0.35 MILE TO A FORK, KEEP LEFT AND CONTINUE ON TRACK ROAD
 JK1171'FOR 0.4 MILE TO A WIRE GATE AND TWO COTTONWOOD TREES ON THE
 JK1171'LEFT.  TURN LEFT, PASS THROUGH THE GATE AND GO EAST FOR
 JK1171'0.7 MILE TO THE HIGHEST POINT ONE CAN SEE TO THE EAST FROM
 JK1171'THE WIRE GATE TO THE STATION AND METAL WITNESS POST WITH METAL
 JK1171'SIGN ATTACHED.
 JK1171'
 JK1171'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES
 JK1171'EAST-SOUTHEAST OF FOUNTAIN.
 JK1171
 JK1171                          STATION RECOVERY (1988)
 JK1171
 JK1171'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1988 (GA)
 JK1171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1176 ***********************************************************************
 JK1176  DESIGNATION -  HAMMER
 JK1176  PID         -  JK1176
 JK1176  STATE/COUNTY-  CO/EL PASO
 JK1176  USGS QUAD   -  FOUNTAIN SE (1975)
 JK1176
 JK1176                         *CURRENT SURVEY CONTROL
 JK1176  ___________________________________________________________________
 JK1176* NAD 83(1992)-  38 36 24.64082(N)    104 34 29.37129(W)     ADJUSTED  
 JK1176* NAVD 88     -      1691.2    (meters)    5549.     (feet)  GPS OBS   
 JK1176  ___________________________________________________________________
 JK1176  X           -  -1,256,203.596 (meters)                     COMP
 JK1176  Y           -  -4,831,341.376 (meters)                     COMP
 JK1176  Z           -   3,959,348.189 (meters)                     COMP
 JK1176  LAPLACE CORR-          -6.87  (seconds)                    DEFLEC99
 JK1176  ELLIP HEIGHT-        1672.44  (meters)          (12/03/02) GPS OBS
 JK1176  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 JK1176
 JK1176  HORZ ORDER  -  FIRST
 JK1176  ELLP ORDER  -  FOURTH    CLASS II
 JK1176
 JK1176.The horizontal coordinates were established by GPS observations
 JK1176.and adjusted by the National Geodetic Survey in October 1997..
 JK1176
 JK1176.The orthometric height was determined by GPS observations and a
 JK1176.high-resolution geoid model.
 JK1176
 JK1176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1176
 JK1176.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1176
 JK1176.The ellipsoidal height was determined by GPS observations
 JK1176.and is referenced to NAD 83.
 JK1176
 JK1176.The geoid height was determined by GEOID03.
 JK1176
 JK1176;                    North         East     Units Scale Factor Converg.
 JK1176;SPC CO C     -   391,076.403   994,984.432   MT  0.99997287   +0 35 00.6
 JK1176;SPC CO C     - 1,283,056.50  3,264,378.09   sFT  0.99997287   +0 35 00.6
 JK1176;UTM  13      - 4,273,234.893   537,019.569   MT  0.99961688   +0 15 55.1
 JK1176
 JK1176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1176!SPC CO C     -   0.99973766  x   0.99997287  =   0.99971053
 JK1176!UTM  13      -   0.99973766  x   0.99961688  =   0.99935464
 JK1176
 JK1176:                Primary Azimuth Mark                     Grid Az
 JK1176:SPC CO C     -  HCCS 1                                   036 09 27.4
 JK1176:UTM  13      -  HCCS 1                                   036 28 32.9
 JK1176
 JK1176|---------------------------------------------------------------------|
 JK1176| PID    Reference Object                     Distance      Geod. Az  |
 JK1176|                                                           dddmmss.s |
 JK1176| JK1174 HCCS 1                              APPROX. 2.5 KM 0364428.0 |
 JK1176|---------------------------------------------------------------------|
 JK1176
 JK1176                          SUPERSEDED SURVEY CONTROL
 JK1176
 JK1176  ELLIP H (10/31/97) 1672.44   (m)                       GP(       ) 4 1
 JK1176  NAD 83(1992)-  38 36 24.64430(N)    104 34 29.36730(W) AD(       ) 3
 JK1176  NAD 83(1986)-  38 36 24.62770(N)    104 34 29.36029(W) AD(       ) 3
 JK1176  NAD 27      -  38 36 24.64176(N)    104 34 27.46596(W) AD(       ) 3
 JK1176  NGVD 29 (07/19/86) 1690.28   (m)         5545.5    (f) LEVELING    3  
 JK1176
 JK1176.Superseded values are not recommended for survey control.
 JK1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1176.See file dsdata.txt to determine how the superseded data were derived.
 JK1176
 JK1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC3702073235(NAD 83)
 JK1176_MARKER: DB = BENCH MARK DISK
 JK1176_SETTING: 80 = SET IN A BOULDER
 JK1176_STAMPING: HAMMER R 1939
 JK1176_MARK LOGO: USGS  
 JK1176_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK1176+STABILITY: SURFACE MOTION
 JK1176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1176+SATELLITE: SATELLITE OBSERVATIONS - January 28, 1997
 JK1176
 JK1176  HISTORY     - Date     Condition        Report By
 JK1176  HISTORY     - 1939     MONUMENTED       USGS
 JK1176  HISTORY     - 1947     GOOD             USGS
 JK1176  HISTORY     - 19970128 GOOD             CODOT
 JK1176
 JK1176                          STATION DESCRIPTION
 JK1176
 JK1176'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JK1176'THE STATION IS LOCATED IN THE NE. 1/4 OF THE NW. 1/4 OF SEC. 5,
 JK1176'T 17 S, R 64 W, 5.8 FT. S. OF THE RANGE LINE FENCE AND IS BEST
 JK1176'REACHED FROM BUTTES, COLORADO, A STATION ON THE DENVER AND RIO
 JK1176'GRANDE WESTERN RAILROAD, LEAVE U.S. HIGHWAYS 85 AND 87 AT BUTTES,
 JK1176'THENCE 1.4 MI. N. ACROSS THE FOUNTAIN RIVER, THENCE E. 5.8 MI. TO
 JK1176'POINT WHERE GAS LINE CROSSES HIGHWAY, THENCE NE. ON RANCH RD. 2.1
 JK1176'MI. TO FORKS, TAKE E. FORK 0.7 MI. TO STATION.
 JK1176'
 JK1176'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---HAMMER R 1939---,
 JK1176'CEMENTED IN A RED GRANITE ROCK SET NEARLY FLUSH WITH THE GROUND.
 JK1176'
 JK1176'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---NO. 1---,
 JK1176'CEMENTED IN A RED GRANITE ROCK SET NEARLY FLUSH WITH THE GROUND,
 JK1176'N 73 DEG 53 MIN W, DISTANT 14.2 FT.
 JK1176'
 JK1176'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---NO. 2---,
 JK1176'CEMENTED IN RED GRANITE ROCK SET NEARLY FLUSH WITH THE GROUND,
 JK1176'N 75 DEG 18 MIN E, DISTANT 15.5 FT.
 JK1176
 JK1176                          STATION RECOVERY (1997)
 JK1176
 JK1176'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 JK1176'THE STATION IS LOCATED ABOUT 9 MI (14.5 KM) SOUTHEAST OF FOUNTAIN, 6
 JK1176'MI (9.7 KM) NORTH OF THE EL PASO-PUEBLO COUNTY LINE AND 5 MI (8.0 KM)
 JK1176'EAST-NORTHEAST OF PIKES PEAK MEADOWS, IN THE NORTHEAST 1/4 OF SECTION
 JK1176'5, T 17 S, R 64 W.  OWNERSHIP--  TO REACH THE STATION FROM THE
 JK1176'INTERSECTION OF HANOVER ROAD AND HAMMER ROAD, 5 MI (8.0 KM) EAST OF
 JK1176'PIKES PEAK MEADOWS, GO NORTH ON HAMMER ROAD FOR 2.0 MI (3.2 KM) TO A
 JK1176'AN INTERSECTION, COUNTY ROAD GOES EAST FROM HERE.  TURN LEFT, WEST, ON
 JK1176'A TRACK ROAD ALONG A FENCE LINE FOR 0.2 MI (0.3 KM) TO THE STATION ON
 JK1176'THE RIGHT ON THE SOUTH SIDE OF THE FENCE  THE MARK IS A STANDARD DISK
 JK1176'SET IN THE TOP OF A GRANITE POST, RECESSED 2 CM BELOW THE GROUND.  IT
 JK1176'IS 10.6 M (34.8 FT) NORTH FROM THE CENTER OF A DIRT TRACK ROAD, 4.75 M
 JK1176'(15.58 FT) WEST-SOUTHWEST FROM A REFERENCE MARK IN A GRANITE POST,
 JK1176'4.35 M (14.27 FT) EAST-SOUTHEAST FROM A REFERENCE MARK IN A GRANITE
 JK1176'POST AND 1.45 M (4.76 FT) SOUTH FROM A FENCE AND WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5360 ***********************************************************************
 AA5360  DESIGNATION -  HANDICAMP
 AA5360  PID         -  AA5360
 AA5360  STATE/COUNTY-  CO/CLEAR CREEK
 AA5360  USGS QUAD   -  EMPIRE (1974)
 AA5360
 AA5360                         *CURRENT SURVEY CONTROL
 AA5360  ___________________________________________________________________
 AA5360* NAD 83(1992)-  39 45 26.17488(N)    105 39 20.86614(W)     ADJUSTED  
 AA5360* NAVD 88     -      2535.1    (meters)    8317.     (feet)  GPS OBS   
 AA5360  ___________________________________________________________________
 AA5360  X           -  -1,325,520.948 (meters)                     COMP
 AA5360  Y           -  -4,729,695.238 (meters)                     COMP
 AA5360  Z           -   4,058,916.629 (meters)                     COMP
 AA5360  LAPLACE CORR-          -8.72  (seconds)                    DEFLEC99
 AA5360  ELLIP HEIGHT-        2522.43  (meters)          (12/03/02) GPS OBS
 AA5360  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 AA5360
 AA5360  HORZ ORDER  -  FIRST
 AA5360  ELLP ORDER  -  FOURTH    CLASS II
 AA5360
 AA5360.The horizontal coordinates were established by GPS observations
 AA5360.and adjusted by the National Geodetic Survey in June 1995..
 AA5360
 AA5360.The orthometric height was determined by GPS observations and a
 AA5360.high-resolution geoid model.
 AA5360
 AA5360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5360
 AA5360.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5360
 AA5360.The ellipsoidal height was determined by GPS observations
 AA5360.and is referenced to NAD 83.
 AA5360
 AA5360.The geoid height was determined by GEOID03.
 AA5360
 AA5360;                    North         East     Units Scale Factor Converg.
 AA5360;SPC CO C     -   518,390.722   901,050.795   MT  1.00000145   -0 05 53.7
 AA5360;SPC CO C     - 1,700,753.56  2,956,197.48   sFT  1.00000145   -0 05 53.7
 AA5360;UTM  13      - 4,401,022.828   443,823.509   MT  0.99963885   -0 25 09.9
 AA5360
 AA5360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5360!SPC CO C     -   0.99960443  x   1.00000145  =   0.99960588
 AA5360!UTM  13      -   0.99960443  x   0.99963885  =   0.99924342
 AA5360
 AA5360                          SUPERSEDED SURVEY CONTROL
 AA5360
 AA5360  ELLIP H (06/21/95) 2522.48   (m)                       GP(       ) 4 1
 AA5360
 AA5360.Superseded values are not recommended for survey control.
 AA5360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5360.See file dsdata.txt to determine how the superseded data were derived.
 AA5360
 AA5360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE4382401023(NAD 83)
 AA5360_MARKER: DD = SURVEY DISK
 AA5360_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AA5360+WITH SETTING: INFORMATION.
 AA5360_STAMPING: HANDICAMP 1992 I-70 231.8
 AA5360_MARK LOGO: CODOT 
 AA5360_PROJECTION: FLUSH
 AA5360_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5360+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2000
 AA5360_ROD/PIPE-DEPTH: 2    meters
 AA5360
 AA5360  HISTORY     - Date     Condition        Report By
 AA5360  HISTORY     - 1992     MONUMENTED       CODOT
 AA5360  HISTORY     - 20000509 GOOD             LOCENG
 AA5360
 AA5360                          STATION DESCRIPTION
 AA5360
 AA5360'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1992 (JPC)
 AA5360'THE STATION WILL BE USED DURING A GPS PROJECT. THE STATION IS LOCATED
 AA5360'APPROXIMATELY 1.5 MI (2.4 KM) EAST OF EMPIRE ALONG U.S. HIGHWAY 40 AT
 AA5360'THE JUNCTION OF INTERSTATE 70 AND U.S. HIGHWAY 40 AT INTERSTATE 70
 AA5360'MILEPOST 231.8, IN THE CENTER OF SECTION 27, T 3 S, R 74 W, 6TH P.M.
 AA5360'OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION
 AA5360'FROM THE POST OFFICE IN THE TOWN OF EMPIRE, GO EAST ON U.S. HIGHWAY 40
 AA5360'FOR 1.3 MI (2.1 KM) TO AN INTERSECTION WITH THE OFF-RAMP FROM WEST
 AA5360'BOUND I-70.  TURN RIGHT, SOUTHWEST, AND PROCEED ON THE ROAD FOR 0.5 MI
 AA5360'(0.8 KM) TO A STOP SIGN. TURN LEFT, SOUTHEAST, ACROSS A BRIDGE OVER
 AA5360'I-70 AND PROCEED FOR 0.1 MI (0.2 KM) TO ALVARADO ROAD. TURN LEFT,
 AA5360'NORTHEAST, ONTO ALVARADO ROAD AND PROCEED FOR 0.4 MI (0.6 KM) TO THE
 AA5360'STATION ON THE RIGHT ON TOP OF A ROAD CUT. THE STATION MARK IS A 3-1/4
 AA5360'IN ALUMINUM COLORADO DEPARTMENT OF HIGHWAYS CONTROL MONUMENT CAP ON A
 AA5360'3 FT (0.9 M) X 3/4 IN FINNED SECURITY ROD ON A 3' X 3/4 INCH SMOOTH
 AA5360'ALUMINUM ROD SET FLUSH WITH THE GROUND.  IT IS A SLOPE DISTANCE OF
 AA5360'61.7 FT (18.8 M) SOUTHEAST OF THE CENTER OF ALVARADO ROAD, 20.4 FT
 AA5360'(6.2 M) NORTHEAST OF A BRACE POST OF A NORTHWEST - SOUTHEAST FENCE,
 AA5360'3.1 FT (0.9 M) NORTHWEST OF A BARBED WIRE FENCE, AND 2.5 FT (0.8 M)
 AA5360'NORTHWEST OF A FIBERGLASS CDOH WITNESS POST.
 AA5360
 AA5360                          STATION RECOVERY (2000)
 AA5360
 AA5360'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (DPW)
 AA5360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0635 ***********************************************************************
 HL0635  DESIGNATION -  HANDIES
 HL0635  PID         -  HL0635
 HL0635  STATE/COUNTY-  CO/HINSDALE
 HL0635  USGS QUAD   -  HANDIES PEAK (1975)
 HL0635
 HL0635                         *CURRENT SURVEY CONTROL
 HL0635  ___________________________________________________________________
 HL0635* NAD 83(1992)-  37 54 46.71699(N)    107 30 15.85508(W)     ADJUSTED  
 HL0635* NAVD 88     -      4284.8    (meters)   14058.     (feet)  VERTCON   
 HL0635  ___________________________________________________________________
 HL0635  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 HL0635  GEOID HEIGHT-         -15.20  (meters)                     GEOID03
 HL0635
 HL0635  HORZ ORDER  -  THIRD
 HL0635
 HL0635.The horizontal coordinates were established by classical geodetic methods
 HL0635.and adjusted by the National Geodetic Survey in January 1993..
 HL0635
 HL0635.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0635
 HL0635.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0635
 HL0635.The geoid height was determined by GEOID03.
 HL0635
 HL0635;                    North         East     Units Scale Factor Converg.
 HL0635;SPC CO S     -   445,012.246   738,165.223   MT  0.99994634   -1 13 46.0
 HL0635;SPC CO S     - 1,460,011.01  2,421,797.07   sFT  0.99994634   -1 13 46.0
 HL0635;UTM  13      - 4,199,117.286   279,843.093   MT  1.00019701   -1 32 22.1
 HL0635
 HL0635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0635!SPC CO S     -   0.99933048  x   0.99994634  =   0.99927686
 HL0635!UTM  13      -   0.99933048  x   1.00019701  =   0.99952736
 HL0635
 HL0635:                Primary Azimuth Mark                     Grid Az
 HL0635:SPC CO S     -  CUBA                                     192 21 43.7
 HL0635:UTM  13      -  CUBA                                     192 40 19.8
 HL0635
 HL0635|---------------------------------------------------------------------|
 HL0635| PID    Reference Object                     Distance      Geod. Az  |
 HL0635|                                                           dddmmss.s |
 HL0635| HL0639 CUBA                                APPROX. 8.1 KM 1910757.7 |
 HL0635|---------------------------------------------------------------------|
 HL0635
 HL0635                          SUPERSEDED SURVEY CONTROL
 HL0635
 HL0635  NAD 83(1986)-  37 54 46.70018(N)    107 30 15.86543(W) AD(       ) 3
 HL0635  NAD 27      -  37 54 46.73048(N)    107 30 13.68168(W) AD(       ) 3
 HL0635  NGVD 29 (07/19/86) 4282.8    (m)        14051.     (f) VERT ANG       
 HL0635
 HL0635.Superseded values are not recommended for survey control.
 HL0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0635.See file dsdata.txt to determine how the superseded data were derived.
 HL0635
 HL0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB7984399117(NAD 83)
 HL0635_MARKER: N = NAIL
 HL0635_SETTING: 0 = UNSPECIFIED SETTING
 HL0635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0635
 HL0635  HISTORY     - Date     Condition        Report By
 HL0635  HISTORY     - 1952     MONUMENTED       USGS
 HL0635
 HL0635                          STATION DESCRIPTION
 HL0635
 HL0635'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 HL0635'LOCATED APPROXIMATELY 11.5 MI. (AIRLINE) NE. OF SILVERTON, COLORADO,
 HL0635'ON THE HIGHEST POINT OF HANDIES PEAK.
 HL0635'
 HL0635'TO REACH FROM SILVERTON, COLORADO, PACK ANIMALS CAN BE TAKEN OVER
 HL0635'CINNAMON PASS, UP GRIZZLY GULCH TO BENCH ON NW. SHOULDER OF PEAK,
 HL0635'FROM THIS POINT PACK UP RIDGE FOR 45 MINUTES TO HIGHEST POINT OF
 HL0635'PEAK AND STATION SITE.
 HL0635'
 HL0635'STATION MARK--A COPPER NAIL AND WASHER, CEMENTED IN SMALL FLAT ROCK.
 HL0635'A 6 FT. CAIRN IS PLACED OVER STATION MARK.
 HL0635'
 HL0635'REFERENCE MARK NO. 1--A COPPER NAIL AND WASHER, CEMENTED IN ROCK
 HL0635'OUTCROP, 19.06 FT. FROM STATION MARK, N 51 DEG 28 MIN E.
 HL0635'
 HL0635'REFERENCE MARK NO. 2--A COPPER NAIL AND WASHER, CEMENTED IN ROCK
 HL0635'OUTCROP, 20.68 FT. FROM STATION MARK, S 01 DEG 37 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0388 ***********************************************************************
 JM0388  DESIGNATION -  HANKS
 JM0388  PID         -  JM0388
 JM0388  STATE/COUNTY-  CO/MONTROSE
 JM0388  USGS QUAD   -  PRYOR CREEK (1994)
 JM0388
 JM0388                         *CURRENT SURVEY CONTROL
 JM0388  ___________________________________________________________________
 JM0388* NAD 83(1992)-  38 16 22.63415(N)    108 06 23.80376(W)     ADJUSTED  
 JM0388* NAVD 88     -      3029.8    (meters)    9940.     (feet)  VERTCON   
 JM0388  ___________________________________________________________________
 JM0388  LAPLACE CORR-           6.70  (seconds)                    DEFLEC99
 JM0388  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 JM0388
 JM0388  HORZ ORDER  -  FIRST
 JM0388
 JM0388.The horizontal coordinates were established by classical geodetic methods
 JM0388.and adjusted by the National Geodetic Survey in January 1993..
 JM0388
 JM0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0388
 JM0388.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0388
 JM0388.The geoid height was determined by GEOID03.
 JM0388
 JM0388;                    North         East     Units Scale Factor Converg.
 JM0388;SPC CO S     -   486,258.619   686,343.236   MT  0.99997466   -1 35 55.8
 JM0388;SPC CO S     - 1,595,333.49  2,251,777.77   sFT  0.99997466   -1 35 55.8
 JM0388;UTM  12      - 4,240,061.055   753,112.539   MT  1.00038908   +1 47 35.3
 JM0388
 JM0388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0388!SPC CO S     -   0.99952740  x   0.99997466  =   0.99950207
 JM0388!UTM  12      -   0.99952740  x   1.00038908  =   0.99991630
 JM0388
 JM0388|---------------------------------------------------------------------|
 JM0388| PID    Reference Object                     Distance      Geod. Az  |
 JM0388|                                                           dddmmss.s |
 JM0388| CM7384 HANKS RM 1                           22.506 METERS 01031     |
 JM0388| CM7385 HANKS RM 2                           17.355 METERS 13519     |
 JM0388| CM7383 HANKS AZ MK                                        3464501.6 |
 JM0388|---------------------------------------------------------------------|
 JM0388
 JM0388                          SUPERSEDED SURVEY CONTROL
 JM0388
 JM0388  NAD 83(1986)-  38 16 22.62653(N)    108 06 23.78962(W) AD(       ) 1
 JM0388  NAD 27      -  38 16 22.66400(N)    108 06 21.51900(W) AD(       ) 1
 JM0388  NGVD 29 (07/19/86) 3028.3    (m)         9935.     (f) VERT ANG       
 JM0388
 JM0388.Superseded values are not recommended for survey control.
 JM0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0388.See file dsdata.txt to determine how the superseded data were derived.
 JM0388
 JM0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH5311340061(NAD 83)
 JM0388_MARKER: DS = TRIANGULATION STATION DISK
 JM0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0388
 JM0388  HISTORY     - Date     Condition        Report By
 JM0388  HISTORY     - 1937     MONUMENTED       CGS
 JM0388  HISTORY     - 1958     GOOD             CGS
 JM0388  HISTORY     - 1973     GOOD             USGS
 JM0388
 JM0388                          STATION DESCRIPTION
 JM0388
 JM0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 JM0388'THIS STATION IS ABOUT 19 MILES SW OF MONTROSE, ON A HIGH
 JM0388'WOODED RIDGE LYING JUST NW OF THE HEAD OF HANKS CREEK, IN
 JM0388'UNCOMPAHGRE NATIONAL FOREST.  IT IS ALSO ABOUT 36 MILES BY
 JM0388'SHORTEST ROUTE FROM NORWOOD, VIA HORSEFLY.
 JM0388'
 JM0388'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD BRONZE
 JM0388'DISKS SET IN CONCRETE.
 JM0388'
 JM0388'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 JM0388'HOLES IN BOULDERS.
 JM0388'
 JM0388'AZIMUTH MARK LIES ABOUT 1/4 MILE NW OF STATION, IN N END
 JM0388'OF CLEARING N OF ROAD.
 JM0388'
 JM0388'REFERENCE MARK NO. 1 IS 22.506 METERS (73.84 FEET) NNW OF
 JM0388'STATION.
 JM0388'
 JM0388'REFERENCE MARK NO. 2 IS 17.364 METERS (56.96 FEET) ESE OF
 JM0388'STATION.
 JM0388'
 JM0388'FROM MONTROSE (INTERSECTION OF C-50 AND C-90) GO SW ALONG
 JM0388'C-90 A DISTANCE OF 21.7 MILES TO SILESCA RANGER STATION ON THE
 JM0388'LEFT SIDE OF ROAD.  CONTINUE 2.35 MILES ON C-90, HORSEFLY
 JM0388'SIGN AT INTERSECTION.  THENCE LEFT (SE) 5.05 MILES TO TOP
 JM0388'OF GRADE, WHERE ROAD STARTS TO DESCEND TO HANKS CREEK.  TOTAL
 JM0388'DISTANCE 29.1 MILES, TIME ABOUT 2-1/2 HOURS.  STATION IS ABOUT
 JM0388'70 YARDS SW, IN MIDDLE OF SMALL MEADOW WHICH IS ABOUT 10
 JM0388'FEET LOWER THAN HIGHEST GROUND LYING IN HEAVY TIMBER N OF
 JM0388'ROAD.  STATION IS 17 FEET NW OF BLAZED 7-INCH ASPEN TREE
 JM0388'IN CENTER OF CLEARING, AND 56.5 FEET W OF BLAZED 11-INCH
 JM0388'ASPEN DATED 9/16/20.
 JM0388'
 JM0388'HEIGHT OF LIGHT ABOVE STATION MARK - 17.8 METERS.
 JM0388
 JM0388                          STATION RECOVERY (1958)
 JM0388
 JM0388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 JM0388'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 JM0388'A SLIGHT DISCREPANCY WAS FOUND IN THE DISTANCE TO REFERENCE
 JM0388'MARK 2.  A DIFFERENCE OF 2 MINUTES AND 15 SECONDS WAS FOUND
 JM0388'IN THE DIRECTION TO REFERENCE MARK 1 AND A DIFFERENCE OF
 JM0388'5 MINUTES AND 18 SECONDS WAS FOUND IN THE DIRECTION TO REFERENCE
 JM0388'MARK 2.
 JM0388'
 JM0388'A COMPLETE NEW DESCRIPTION FOLLOWS.
 JM0388'
 JM0388'FROM THE JUNCTION OF STATE HIGHWAYS 50 AND 90 IN MONTROSE
 JM0388'FOLLOW HIGHWAY 90 SOUTHWESTERLY FOR 21.7 MILES TO THE SILESCA
 JM0388'RANGER STATION ON THE LEFT, CONTINUE SOUTHWEST ON HIGHWAY 90
 JM0388'FOR 2.35 MILES TO A SIDE ROAD LEFT AND SIGN HORSEFLY, TURN
 JM0388'LEFT AND FOL GRAVEL FOREST ROAD SOUTHEASTERLY FOR 5.05
 JM0388'MILES TO TOP OF GRADE WHERE ROAD STARTS TO DESCEND TO HANKS
 JM0388'CREEK AND SMALL CLEARING ON THE RIGHT, TURN RIGHT INTO CLEARING
 JM0388'FOR 206 FEET TO THE STATION.
 JM0388'
 JM0388'STATION MARKS ARE STANDARD DISKS, STAMPED HANKS 1937.  THE
 JM0388'SURFACE MARK IS SET IN THE TOP OF A 12-INCH, SQUARE, CONCRETE
 JM0388'POST PROJECTING 12 INCHES.  IT IS 206 FEET SOUTHWEST OF THE
 JM0388'CENTER OF A GRAVEL FOREST ROAD, 56.5 FEET WEST-NORTHWEST OF A
 JM0388'TRIANGLE BLAZE ON THE SOUTH SIDE OF A 14-INCH ASPEN TREE AND
 JM0388'12 FEET NORTHWEST OF A TRIANGLE BLAZE ON THE WEST SIDE OF A
 JM0388'12-INCH ASPEN TREE.  A WHITE WITNESS POST WAS SET 2 FEET
 JM0388'NORTH OF THE MARK.
 JM0388'
 JM0388'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HANKS NO 1 1937,
 JM0388'CEMENTED IN A DRILL HOLE IN A 2 X 3 FOOT BOULDER FLUSH WITH
 JM0388'THE GROUND SURFACE.  IT IS 195 FEET SOUTHWEST OF THE CENTER
 JM0388'OF THE GRAVEL ROAD AND 94 FEET NORTHWEST OF THE TRIANGLE
 JM0388'BLAZE ON THE 14-INCH ASPEN TREE.
 JM0388'
 JM0388'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HANKS NO 2 1937,
 JM0388'CEMENTED IN A DRILL HOLE IN A 1 X 3 FOOT BOULDER PROJECTING
 JM0388'4 INCHES.  IT IS 202 FEET SOUTHWEST OF THE CENTER OF THE
 JM0388'GRAVEL ROAD AND 33 FEET SOUTHWEST OF THE TRIANGLE BLAZE ON
 JM0388'THE 14-INCH ASPEN TREE.
 JM0388'
 JM0388'AZIMUTH MARK IS A STANDARD DISK, STAMPED HANKS 1937, SET IN
 JM0388'THE TOP OF A 10-INCH SQUARE, CONCRETE POST PROJECTING 3 INCHES.
 JM0388'IT IS 42 FEET SOUTH-SOUTHWEST OF A TRIANGLE BLAZE ON THE SOUTH
 JM0388'SIDE OF AN 18-INCH ASPEN TREE.  A WHITE WITNESS POST WAS SET
 JM0388'1 FOOT SOUTHEAST OF THE MARK.  THE MARK IS ABOUT 1/4 MILE
 JM0388'NORTH OF THE GRAVEL ROAD IN THE NORTH END OF CLEARING.  REACHED
 JM0388'FROM THE STATION BY GOING NORTHWESTERLY FOR 0.25 MILE AND
 JM0388'MARK.
 JM0388'
 JM0388'HEIGHT OF LIGHTS SHOWN 28.05 METERS
 JM0388
 JM0388                          STATION RECOVERY (1973)
 JM0388
 JM0388'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (EOM)
 JM0388'A CLOSED SUPPLEMENTAL TRAVERSE LINE WAS RUN FROM USGS BM
 JM0388'9572 TO STATION HANKS AND THE VA ELEVATION WAS FOUND TO BE
 JM0388'8 FEET HIGH--THE CORRECTED SUPPLEMENTAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3416 ***********************************************************************
 AA3416  DESIGNATION -  HANNEN
 AA3416  PID         -  AA3416
 AA3416  STATE/COUNTY-  CO/DOUGLAS
 AA3416  USGS QUAD   -  CHERRY VALLEY SCHOOL (1969)
 AA3416
 AA3416                         *CURRENT SURVEY CONTROL
 AA3416  ___________________________________________________________________
 AA3416* NAD 83(1992)-  39 12 34.29944(N)    104 44 14.53261(W)     ADJUSTED  
 AA3416* NAVD 88     -      2147.1    (meters)    7044.     (feet)  GPS OBS   
 AA3416  ___________________________________________________________________
 AA3416  X           -  -1,259,302.292 (meters)                     COMP
 AA3416  Y           -  -4,787,451.086 (meters)                     COMP
 AA3416  Z           -   4,011,714.171 (meters)                     COMP
 AA3416  LAPLACE CORR-          -7.19  (seconds)                    DEFLEC99
 AA3416  ELLIP HEIGHT-        2130.14  (meters)          (12/03/02) GPS OBS
 AA3416  GEOID HEIGHT-         -16.99  (meters)                     GEOID03
 AA3416
 AA3416  HORZ ORDER  -  FIRST
 AA3416  ELLP ORDER  -  FOURTH    CLASS II
 AA3416
 AA3416.The horizontal coordinates were established by GPS observations
 AA3416.and adjusted by the National Geodetic Survey in December 1994..
 AA3416
 AA3416.The orthometric height was determined by GPS observations and a
 AA3416.high-resolution geoid model.
 AA3416
 AA3416.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3416
 AA3416.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3416
 AA3416.The ellipsoidal height was determined by GPS observations
 AA3416.and is referenced to NAD 83.
 AA3416
 AA3416.The geoid height was determined by GEOID03.
 AA3416
 AA3416;                    North         East     Units Scale Factor Converg.
 AA3416;SPC CO C     -   457,845.009   980,265.544   MT  0.99993770   +0 28 51.5
 AA3416;SPC CO C     - 1,502,113.17  3,216,087.87   sFT  0.99993770   +0 28 51.5
 AA3416;UTM  13      - 4,340,061.359   522,674.369   MT  0.99960633   +0 09 57.7
 AA3416
 AA3416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3416!SPC CO C     -   0.99966591  x   0.99993770  =   0.99960363
 AA3416!UTM  13      -   0.99966591  x   0.99960633  =   0.99927237
 AA3416
 AA3416                          SUPERSEDED SURVEY CONTROL
 AA3416
 AA3416  ELLIP H (12/14/94) 2130.15   (m)                       GP(       ) 3 1
 AA3416
 AA3416.Superseded values are not recommended for survey control.
 AA3416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3416.See file dsdata.txt to determine how the superseded data were derived.
 AA3416
 AA3416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED2267440061(NAD 83)
 AA3416_MARKER: DD = SURVEY DISK
 AA3416_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA3416_STAMPING: HANNEN
 AA3416_MARK LOGO: DCGIS 
 AA3416_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA3416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3416+STABILITY: SURFACE MOTION
 AA3416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3416+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3416
 AA3416  HISTORY     - Date     Condition        Report By
 AA3416  HISTORY     - 1993     MONUMENTED       MSAM
 AA3416
 AA3416                          STATION DESCRIPTION
 AA3416
 AA3416'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1993 (KCH)
 AA3416'THE STATION IS LOCATED ABOUT 13.5 MILES (21.7 KM) SOUTHEAST OF CASTLE
 AA3416'ROCK, COLORADO, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF
 AA3416'GREENLAND ROAD AND DAHLBERG ROAD, IN SECTION 2, TOWNSHIP 10 SOUTH,
 AA3416'RANGE 66 WEST OF THE 6TH P.M., OWNERSHIP-- DOUGLAS COUNTY. TO REACH
 AA3416'THE STATION FROM THE INTERCHANGE OF INTERSTATE 25 AND EAST GREENLAND
 AA3416'ROAD ( DOUGLAS COUNTY ROAD 74), GO EAST ON EAST GREENLAND ROAD FOR
 AA3416'4.55 MILES (7.32 KM) TO A BEND IN THE ROAD, GO NORTH ON EAST GREENLAND
 AA3416'ROAD FOR 0.26 MILES (0.42 KM) TO A BEND IN THE ROAD, GO EAST ON EAST
 AA3416'GREENLAND ROAD FOR 2.0 MILES (3.2 KM) TO THE STATION ON THE SOUTH. THE
 AA3416'STATION IS A BRASS DISK SET IN CONCRETE FLUSH WITH THE GROUND, MARKED
 AA3416'WITH A DOUGLAS COUNTY FIBERGLASS WITNESS POST, IT IS 1.9 FEET (0.6 M)
 AA3416'NORTHEAST OF A BRASS SHINNER 22568 ON THE CORNER POST OF THE ROW FENCE
 AA3416'AT THE SOUTHWEST CORNER OF GREENLAND RD AND DAHLBERG RD, 39.3 FEET
 AA3416'(12.0 M) NORTHWEST OF A BRASS SHINNER 22568 ON THE CORNER POST OF THE
 AA3416'ROW FENCE AT THE SOUTHEAST CORNER OF THE INTERSECTION, AND 105.8 FEET
 AA3416'(32.2 M) SOUTHWEST OF A BRASS SHINNER 22568 ON THE CORNER POST OF THE
 AA3416'ROW FENCE AT THE NORTHEAST CORNER OF THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0574 ***********************************************************************
 LK0574  DESIGNATION -  HANSEN
 LK0574  PID         -  LK0574
 LK0574  STATE/COUNTY-  CO/WASHINGTON
 LK0574  USGS QUAD   -  BURDETT (1972)
 LK0574
 LK0574                         *CURRENT SURVEY CONTROL
 LK0574  ___________________________________________________________________
 LK0574* NAD 83(1992)-  40 19 24.70422(N)    102 53 11.40189(W)     ADJUSTED  
 LK0574* NAVD 88     -      1322.     (meters)    4337.     (feet)  SCALED    
 LK0574  ___________________________________________________________________
 LK0574  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 LK0574  GEOID HEIGHT-         -20.54  (meters)                     GEOID03
 LK0574
 LK0574  HORZ ORDER  -  FIRST
 LK0574
 LK0574.The horizontal coordinates were established by classical geodetic methods
 LK0574.and adjusted by the National Geodetic Survey in January 1993..
 LK0574
 LK0574.The orthometric height was scaled from a topographic map.
 LK0574
 LK0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0574
 LK0574.The geoid height was determined by GEOID03.
 LK0574
 LK0574;                    North         East     Units Scale Factor Converg.
 LK0574;SPC CO N     -   418,015.814 1,136,480.232   MT  0.99995765   +1 41 19.2
 LK0574;SPC CO N     - 1,371,440.22  3,728,602.23   sFT  0.99995765   +1 41 19.2
 LK0574;UTM  13      - 4,465,810.355   679,560.077   MT  0.99999690   +1 22 04.9
 LK0574
 LK0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0574!SPC CO N     -   0.99979594  x   0.99995765  =   0.99975360
 LK0574!UTM  13      -   0.99979594  x   0.99999690  =   0.99979285
 LK0574
 LK0574|---------------------------------------------------------------------|
 LK0574| PID    Reference Object                     Distance      Geod. Az  |
 LK0574|                                                           dddmmss.s |
 LK0574| CP8178 HANSEN RM 1                          25.734 METERS 04438     |
 LK0574| CP8177 HANSEN AZ MK                                       1895210.8 |
 LK0574| CP8179 HANSEN RM 2                          26.560 METERS 31555     |
 LK0574|---------------------------------------------------------------------|
 LK0574
 LK0574                          SUPERSEDED SURVEY CONTROL
 LK0574
 LK0574  NAD 83(1986)-  40 19 24.70015(N)    102 53 11.39986(W) AD(       ) 1
 LK0574  NAD 27      -  40 19 24.74883(N)    102 53 09.61754(W) AD(       ) 1
 LK0574
 LK0574.Superseded values are not recommended for survey control.
 LK0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0574.See file dsdata.txt to determine how the superseded data were derived.
 LK0574
 LK0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE7956065810(NAD 83)
 LK0574_MARKER: DS = TRIANGULATION STATION DISK
 LK0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0574_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LK0574
 LK0574  HISTORY     - Date     Condition        Report By
 LK0574  HISTORY     - 1969     MONUMENTED       CGS
 LK0574
 LK0574                          STATION DESCRIPTION
 LK0574
 LK0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 LK0574'THE STATION IS LOCATED IN THE NORTHWEST 1/4 OF SECTION 17, T 4 N.,
 LK0574'R. 49 W. AND ON PROPERTY OF MR. ALFRED HANSEN.  IT IS LOCATED
 LK0574'ABOUT 27 MILES SOUTHEAST OF STERLING, 16-1/2 MILES NORTHWEST OF
 LK0574'YUMA AND 13 MILES NORTH-NORTHEAST OF OTIS.
 LK0574'
 LK0574'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34 AND
 LK0574'STATE HIGHWAY 61 IN THE WEST EDGE OF OTIS, GO NORTH ON STATE
 LK0574'HIGHWAY 61 FOR 9.6 MILES TO A CROSSROAD.  TURN RIGHT AND GO EAST
 LK0574'ON A GRAVELED ROAD FOR 4.0 MILES TO A SIDE ROAD LEFT.  TURN LEFT
 LK0574'AND GO NORTH ON A GRAVELED ROAD FOR 1.0 MILE TO A SIDE ROAD RIGHT
 LK0574'AND THE AZIMUTH MARK IN THE NORTHEAST ANGLE OF THE
 LK0574'INTERSECTION.  CONTINUE NORTH ON THE GRAVELED ROAD FOR 1.0 MILE
 LK0574'TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST ON A TRACK ROAD
 LK0574'FOR 0.1 MILE TO A FENCE CORNER AND A WIRE GATE ON THE RIGHT.
 LK0574'PASS THROUGH THE GATE, TURN LEFT AND GO EAST ALONG THE SOUTH
 LK0574'SIDE OF AN EAST-WEST WIRE FENCE FOR 0.1 MILE TO THE STATION.
 LK0574'
 LK0574'THE STATION MARK IS A STANDARD DISK STAMPED HANSEN 1968, SET IN
 LK0574'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 LK0574'1 INCH ABOVE THE GROUND SURFACE.  IT IS 89.4 FEET SOUTHEAST OF A
 LK0574'METAL WITNESS POST AND 62 FEET SOUTH OF THE EAST-WEST WIRE FENCE.
 LK0574'
 LK0574'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HANSEN NO 1 1968,
 LK0574'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 LK0574'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT 0.4 OF A FOOT SOUTH
 LK0574'OF THE EAST-WEST WIRE FENCE.
 LK0574'
 LK0574'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HANSEN NO 2 1968,
 LK0574'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 LK0574'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 2 FEET EAST OF
 LK0574'THE METAL WITNESS POST AND 0.6 OF A FOOT SOUTH OF THE EAST-WEST
 LK0574'WIRE FENCE.
 LK0574'
 LK0574'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HANSEN 1968, SET
 LK0574'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 LK0574'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 35 FEET NORTH OF THE
 LK0574'CENTER OF A GRAVELED ROAD, 32 FEET EAST OF THE CENTER OF THE
 LK0574'GRAVELED ROAD AND 2 FEET EAST-NORTHEAST OF A CONCRETE CORNER
 LK0574'POST.
 LK0574'
 LK0574'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3571 ***********************************************************************
 AI3571  DESIGNATION -  HANSEN
 AI3571  PID         -  AI3571
 AI3571  STATE/COUNTY-  CO/BOULDER
 AI3571  USGS QUAD   -  GOLD HILL (1978)
 AI3571
 AI3571                         *CURRENT SURVEY CONTROL
 AI3571  ___________________________________________________________________
 AI3571* NAD 83(1992)-  40 01 51.02928(N)    105 23 23.83163(W)     ADJUSTED  
 AI3571* NAVD 88     -      2323.9    (meters)    7624.     (feet)  GPS OBS   
 AI3571  ___________________________________________________________________
 AI3571  X           -  -1,298,346.240 (meters)                     COMP
 AI3571  Y           -  -4,716,846.712 (meters)                     COMP
 AI3571  Z           -   4,082,093.786 (meters)                     COMP
 AI3571  LAPLACE CORR-         -23.81  (seconds)                    DEFLEC99
 AI3571  ELLIP HEIGHT-        2309.55  (meters)          (12/03/02) GPS OBS
 AI3571  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 AI3571
 AI3571  HORZ ORDER  -  FIRST
 AI3571  ELLP ORDER  -  FOURTH    CLASS II
 AI3571
 AI3571.The horizontal coordinates were established by GPS observations
 AI3571.and adjusted by the National Geodetic Survey in February 2000..
 AI3571
 AI3571.The orthometric height was determined by GPS observations and a
 AI3571.high-resolution geoid model.
 AI3571
 AI3571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3571
 AI3571.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3571
 AI3571.The ellipsoidal height was determined by GPS observations
 AI3571.and is referenced to NAD 83.
 AI3571
 AI3571.The geoid height was determined by GEOID03.
 AI3571
 AI3571;                    North         East     Units Scale Factor Converg.
 AI3571;SPC CO N     -   382,250.661   923,794.579   MT  0.99996417   +0 04 16.0
 AI3571;SPC CO N     - 1,254,100.71  3,030,816.05   sFT  0.99996417   +0 04 16.0
 AI3571;UTM  13      - 4,431,253.154   466,728.645   MT  0.99961363   -0 15 03.0
 AI3571
 AI3571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3571!SPC CO N     -   0.99963781  x   0.99996417  =   0.99960200
 AI3571!UTM  13      -   0.99963781  x   0.99961363  =   0.99925158
 AI3571
 AI3571                          SUPERSEDED SURVEY CONTROL
 AI3571
 AI3571  ELLIP H (02/17/00) 2309.59   (m)                       GP(       ) 4 2
 AI3571
 AI3571.Superseded values are not recommended for survey control.
 AI3571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3571.See file dsdata.txt to determine how the superseded data were derived.
 AI3571
 AI3571_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE6672931253(NAD 83)
 AI3571_MARKER: DH = HORIZONTAL CONTROL DISK
 AI3571_SETTING: 66 = SET IN ROCK OUTCROP
 AI3571_STAMPING: HANSEN 1999
 AI3571_MARK LOGO: NGS   
 AI3571_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3571_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI3571+STABILITY: POSITION/ELEVATION WELL
 AI3571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3571+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3571
 AI3571  HISTORY     - Date     Condition        Report By
 AI3571  HISTORY     - 1999     MONUMENTED       NGS
 AI3571
 AI3571                          STATION DESCRIPTION
 AI3571
 AI3571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI3571'THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) WEST OF BOULDER, 2.5 MI
 AI3571'(4.0 KM) SOUTH-SOUTHEAST OF GOLD HILL AND 1.5 MI (2.4 KM)
 AI3571'EAST-NORTHEAST OF SUGARLOAF MOUNTAIN, IN THE SOUTHWEST 1/4 OF SECTION
 AI3571'19, T 1 N, R 72 W.  OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY
 AI3571'TO REACH THE STATION FROM THE INTERSECTION OF BROADWAY (STATE HIGHWAY
 AI3571'7 AND 93) AND CANYON BOULEVARD (STATE HIGHWAY 119) IN BOULDER, GO WEST
 AI3571'ON STATE HIGHWAY 119 FOR 2.8 MI (4.5 KM) TO A SIDE ROAD RIGHT, FOUR
 AI3571'MILE CANYON ROAD.  CONTINUE AHEAD, WEST, ON STATE HIGHWAY 119 FOR 2.3
 AI3571'MI (3.7 KM) TO A SIDE ROAD RIGHT, SUGARLOAF ROAD.  TURN RIGHT, NORTH,
 AI3571'ON SUGARLOAF ROAD FOR 3.5 MI (5.6 KM) TO A SIDE ROAD RIGHT, MOUNTAIN
 AI3571'PINES ROAD.  TURN RIGHT, EAST, ON MOUNTAIN PINES ROAD FOR 0.45 MI
 AI3571'(0.72 KM) TO A Y-INTERSECTION.  TAKE THE LEFT FORK, WHICH IS LEFT FORK
 AI3571'ROAD, NORTHEAST, FOR 0.5 MI (0.8 KM) TO THE STATION ON THE LEFT
 AI3571'THE MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE TOP OF THE
 AI3571'SOUTH END OF A GRANITE OUTCROP.  IT IS 39.4 M (129.3 FT) SOUTHWEST
 AI3571'FROM THE CENTER OF A PRIVATE DRIVEWAY TO NUMBER 531, 33.5 M (109.9 FT)
 AI3571'SOUTHWEST FROM A POWER POLE NUMBER 5, 30.6 M (100.4 FT) NORTHEAST FROM
 AI3571'A POWER POLE WITH GUY WIRE AND AT AN ANGLE IN THE LINE, 12.8 M (42.0
 AI3571'FT) NORTHWEST FROM A RIGHT-OF-WAY FENCE, 7.4 M (24.3 FT) NORTHWEST
 AI3571'FROM THE CENTER OF LEFT FORK ROAD, 1.4 M (4.6 FT) WEST FROM A WITNESS
 AI3571'POST AND ABOUT 45 CM ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0831 ***********************************************************************
 JL0831  DESIGNATION -  HAPPY
 JL0831  PID         -  JL0831
 JL0831  STATE/COUNTY-  CO/OURAY
 JL0831  USGS QUAD   -  HORSEFLY PEAK (1982)
 JL0831
 JL0831                         *CURRENT SURVEY CONTROL
 JL0831  ___________________________________________________________________
 JL0831* NAD 83(1992)-  38 14 36.25159(N)    107 57 50.21838(W)     ADJUSTED  
 JL0831* NAVD 88     -      2776.     (meters)    9108.     (feet)  SCALED    
 JL0831  ___________________________________________________________________
 JL0831  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 JL0831  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 JL0831
 JL0831  HORZ ORDER  -  THIRD
 JL0831
 JL0831.The horizontal coordinates were established by classical geodetic methods
 JL0831.and adjusted by the National Geodetic Survey in January 1993..
 JL0831
 JL0831.The orthometric height was scaled from a topographic map.
 JL0831
 JL0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0831
 JL0831.The geoid height was determined by GEOID03.
 JL0831
 JL0831;                    North         East     Units Scale Factor Converg.
 JL0831;SPC CO S     -   482,640.903   698,735.631   MT  0.99997085   -1 30 40.8
 JL0831;SPC CO S     - 1,583,464.36  2,292,435.15   sFT  0.99997085   -1 30 40.8
 JL0831;UTM  13      - 4,236,976.812   240,608.316   MT  1.00042873   -1 50 08.6
 JL0831;UTM  12      - 4,237,181.557   765,703.009   MT  1.00046955   +1 52 49.5
 JL0831
 JL0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0831!SPC CO S     -   0.99956722  x   0.99997085  =   0.99953808
 JL0831!UTM  13      -   0.99956722  x   1.00042873  =   0.99999576
 JL0831!UTM  12      -   0.99956722  x   1.00046955  =   1.00003657
 JL0831
 JL0831|---------------------------------------------------------------------|
 JL0831| PID    Reference Object                     Distance      Geod. Az  |
 JL0831|                                                           dddmmss.s |
 JL0831| CM7390 HAPPY RM 1                           25.164 METERS 16147     |
 JL0831| CM7391 HAPPY RM 2                           20.942 METERS 25746     |
 JL0831| CM7389 HAPPY AZ MK                                        2685645.9 |
 JL0831| CM7392 HAPPY RM 3                           16.652 METERS 32605     |
 JL0831|---------------------------------------------------------------------|
 JL0831
 JL0831                          SUPERSEDED SURVEY CONTROL
 JL0831
 JL0831  NAD 83(1986)-  38 14 36.24469(N)    107 57 50.19345(W) AD(       ) 3
 JL0831  NAD 27      -  38 14 36.28500(N)    107 57 47.95700(W) AD(       ) 3
 JL0831
 JL0831.Superseded values are not recommended for survey control.
 JL0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0831.See file dsdata.txt to determine how the superseded data were derived.
 JL0831
 JL0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC4060836977(NAD 83)
 JL0831_MARKER: DS = TRIANGULATION STATION DISK
 JL0831_SETTING: 66 = SET IN ROCK OUTCROP
 JL0831
 JL0831  HISTORY     - Date     Condition        Report By
 JL0831  HISTORY     - 1937     MONUMENTED       CGS
 JL0831  HISTORY     - 1958     GOOD             CGS
 JL0831  HISTORY     - 1969     GOOD             USGS
 JL0831  HISTORY     - 1970     GOOD             NGS
 JL0831
 JL0831                          STATION DESCRIPTION
 JL0831
 JL0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 JL0831'THIS STATION IS ABOUT 17 MILES S AND 5 MILES W OF MONTROSE AND
 JL0831'IS ON A LOW DIVIDE ABOUT 4 MILES NW OF HORSEFLY PEAK AND ABOUT
 JL0831'1-1/2 MILES NE OF THE MAIN UNCOMPAHGRE MESA DIVIDE.  IT IS ABOUT
 JL0831'1 MILE E OF THE DAVE WOOD ROAD LEADING OVER THE DIVIDE FROM
 JL0831'MONTROSE, AT THE HEADWATERS OF HAPPY CANYON, AND AT A DESERTED
 JL0831'CAMP ON THE GOVERNMENT SPRINGS ROAD.
 JL0831'
 JL0831'SURFACE AND AZIMUTH MARKS ARE STANDARD BRONZE DISK STATION MARKS
 JL0831'WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 JL0831'
 JL0831'UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 JL0831'IN CONCRETE.
 JL0831'
 JL0831'AZIMUTH MARK LIES ABOUT 300 YARDS WSW OF STATION AND REQUIRED
 JL0831'A CLEARED TRAIL TO SEE STATION.  IT IS IN GENERAL DIRECTION OF
 JL0831'REFERENCE MARK NO. 2.
 JL0831'
 JL0831'REFERENCE MARK NO. 1 LIES 25.164 METERS (82.57 FEET) SSE OF
 JL0831'STATION.  IT IS 2 METERS RIGHT (N) OF ROAD.  AND ON RANGE BETWEEN
 JL0831'AND 8.5 METERS FROM WESTERLY OF TWO LARGE FIR TREES ON EITHER
 JL0831'SIDE OF ROAD, AND MARK PROJECTS 8 INCHES ABOVE GROUND.
 JL0831'
 JL0831'REFERENCE MARK NO. 2 LIES 20.942 (68.71 FEET) SW OF STATION,
 JL0831'AND PROJECTS 10 INCHES ABOVE GROUND.  IT IS 17 METERS W OF
 JL0831'36-INCH FIR TREE WITH TRIANGULAR BLAZE.  10.2 METERS SW OF SE
 JL0831'CORNER OF CABIN.  AND 1.1 METER SE OF LINE ALONG E SIDE OF CABIN.
 JL0831'
 JL0831'A 50-FOOT TOWER SAW ALL LINES.
 JL0831'
 JL0831'TO REACH FROM MONTROSE GO W ON STATE HIGHWAY 90 FROM THE MONTROSE
 JL0831'RAILROAD DEPOT 0.5 MILE TO FORK JUST ACROSS A BRIDGE.  THEN
 JL0831'LEFT, (S) ON A GRADED ROAD 1.0 MILE TO A SIGN ON RIGHT, DAVE
 JL0831'WOOD ROAD.  THEN RIGHT (W) ON MAIN ROAD 1.3 MILES.  THEN LEFT
 JL0831'(S) 1.9 MILES TO T-ROADS.  THEN RIGHT ALONG MAIN-TRAVELED ROAD
 JL0831'AND S 1.9 MILES TO A DITCH, THEN CONTINUE STRAIGHT AHEAD ON
 JL0831'GRADED ROAD S 9.0 MILES TO THE U.S. FORESTRY BOUNDARY.  THEN
 JL0831'S ON THE NARROW GRADED ROAD 6.2 MILES TO A SMALL GRASSY
 JL0831'CLEARING AT THE LEFT.  THEN SHARPLY LEFT (E) ON A TRACK ROAD
 JL0831'0.5 MILE TO A FORK.  THEN ALONG LEFT FORK 0.1 MILE TO A FORK.
 JL0831'THEN ALONG LEFT FORK NE 1.0 MILE DOWNGRADE TO STATION AT LOG
 JL0831'CABIN AT LEFT OF ROAD.  STATION IS 5-1/2 METERS LEFT (W) OF
 JL0831'ROAD.  10.4 METERS E OF NE CORNER OF THE LOG CABIN.  6.3 METERS
 JL0831'NE OF A LARGE FIR TREE WITH A TRIANGULAR BLAZE.
 JL0831
 JL0831                          STATION RECOVERY (1958)
 JL0831
 JL0831'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 JL0831'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION IS
 JL0831'ACCURATE AND ADEQUATE.
 JL0831
 JL0831                          STATION RECOVERY (1969)
 JL0831
 JL0831'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 JL0831'REFERENCE MARK 1 FOUND DESTROYED.  OTHER MARKS FOUND O.K.
 JL0831
 JL0831                          STATION RECOVERY (1970)
 JL0831
 JL0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JL0831'THE STATION MARK REFERENCE MARK 2 AND THE AZIMUTH MARK WERE
 JL0831'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK 1 HAD
 JL0831'BEEN BROKEN OFF AND REFERENCE MARK 3 WAS ESTABLISHED AT THIS
 JL0831'TIME.  THE AREA IS GROWN UP IN TREES AND WILL NOT SEE OUT IN
 JL0831'ANY DIRECTION WITH OUT A TOWER.
 JL0831'
 JL0831'THE STATION MARK IS A STANDARD DISK STAMPED, HAPPY 1937.  IT
 JL0831'IS SET IN THE TOP OF A 12X12 INCH CONCRETE MONUMENT WHICH
 JL0831'PROJECTS 8 INCHES.  IT IS 17 FEET WEST OF THE ROAD, 20 FEET
 JL0831'NORTHEAST OF A LARGE FIR TREE WITH A TRIANGLE BLAZE AND 33 FEET
 JL0831'EAST OF THE CABIN.
 JL0831'
 JL0831'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, HAPPY NO 2 1937.
 JL0831'IT IS SET IN THE TOP OF A 12X12 INCH CONCRETE MONUMENT WHICH
 JL0831'PROJECTS 10 INCHES, 55 FEET WEST OF THE BLAZED FIR, 32 FEET
 JL0831'SOUTHWEST OF THE CABIN AND ABOUT THE SAME ELEVATION AS THE
 JL0831'STATION.
 JL0831'
 JL0831'REFERENCE MARK 3 IS A STANDARD DISK STAMPED, HAPPY 1937 NO
 JL0831'3 1970.  IT IS SET IN A DRILL HOLE IN THE TOP OF A 1 1/2X3 FOOT
 JL0831'BOULDER WHICH PROJECTS ABOUT 3 INCHES.  IT IS 59 FEET NORTH OF
 JL0831'THE BLAZED FIR AND 26 FEET SOUTHWEST OF THE CABIN.  THE MARK
 JL0831'IS ABOUT 1 FOOT LOWER THAN THE STATION.
 JL0831'
 JL0831'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, HAPPY 1937.  IT
 JL0831'IS SET IN A DRILL HOLE IN THE TOP OF A BOULDER WHICH PROJECTS
 JL0831'2 FEET ON THE LOW SIDE AND IS ABOUT FLUSH ON THE OTHER SIDES.
 JL0831'IT IS AT THE LOW SIDE OF A RAISED AREA WHICH IS GROWN UP WITH
 JL0831'SMALL OAK TREES.  IT IS ABOUT 80 PACES WEST OF THE UPPER END OF
 JL0831'A STOCK POND, ABOUT 4 FEET EAST OF A BLAZED OAK TREE AND MID-WAY
 JL0831'BETWEEN 2 8-INCH ASPENS WITH TRIANGLE BLAZES.
 JL0831'
 JL0831'TO REACH THE STATION FROM THE RAILROAD STATION IN MONTROSE GO
 JL0831'WEST FOR 0.5 MILE TO A FORK, TURN LEFT AND GO SOUTH FOR 1.0
 JL0831'MILE TO DAVE WOOD ROAD ON THE RIGHT.  TURN RIGHT AND FOLLOW
 JL0831'DAVE WOOD ROAD FOR 3.2 MILES TO A T-ROAD.  TURN RIGHT AND
 JL0831'CONTINUE ALONG DAVE WOOD ROAD FOR ABOUT 10.9 MILES TO THE FOREST
 JL0831'SERVICE BOUNDARY, CONTINUE AHEAD ON DAVE WOOD ROAD FOR ABOUT
 JL0831'6.2 MILES TO THE COUNTY LINE AND A SIDE ROAD LEFT IN A SMALL
 JL0831'GRASS COVERED MEADOW.  TURN LEFT FOR 100 YARDS TO A GATE,
 JL0831'COMBINATION IS (22-28-32), CONTINUE ALONG THE MAIN TRACK ROAD
 JL0831'DOWN HILL FOR ABOUT 1/2 MILE TO A LARGE STOCK POND ON THE
 JL0831'RIGHT AND A FORK.  TAKE THE LEFT FORK AND FOLLOW THE TRACK
 JL0831'ROAD DOWN HILL FOR 1.0 MILE TO THE STATION BY AN OLD LOG
 JL0831'CABIN.
 JL0831'
 JL0831'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 JL0831'
 JL0831'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--18 MILES
 JL0831'SOUTHWEST OF MONTROSE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1418 ***********************************************************************
 LL1418  DESIGNATION -  HAPPY JACK
 LL1418  PID         -  LL1418
 LL1418  STATE/COUNTY-  CO/BOULDER
 LL1418  USGS QUAD   -  ERIE (1967)
 LL1418
 LL1418                         *CURRENT SURVEY CONTROL
 LL1418  ___________________________________________________________________
 LL1418* NAD 83(1992)-  40 06 46.34184(N)    105 05 01.90534(W)     ADJUSTED  
 LL1418* NAVD 88     -      1554.2    (meters)    5099.     (feet)  GPS OBS   
 LL1418  ___________________________________________________________________
 LL1418  X           -  -1,271,448.946 (meters)                     COMP
 LL1418  Y           -  -4,717,481.707 (meters)                     COMP
 LL1418  Z           -   4,088,568.875 (meters)                     COMP
 LL1418  LAPLACE CORR-         -11.68  (seconds)                    DEFLEC99
 LL1418  ELLIP HEIGHT-        1537.31  (meters)          (12/03/02) GPS OBS
 LL1418  GEOID HEIGHT-         -17.01  (meters)                     GEOID03
 LL1418
 LL1418  HORZ ORDER  -  FIRST
 LL1418  ELLP ORDER  -  FOURTH    CLASS II
 LL1418
 LL1418.The horizontal coordinates were established by GPS observations
 LL1418.and adjusted by the National Geodetic Survey in February 2000..
 LL1418
 LL1418.The orthometric height was determined by GPS observations and a
 LL1418.high-resolution geoid model.
 LL1418
 LL1418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1418
 LL1418.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1418
 LL1418.The ellipsoidal height was determined by GPS observations
 LL1418.and is referenced to NAD 83.
 LL1418
 LL1418.The geoid height was determined by GEOID03.
 LL1418
 LL1418;                    North         East     Units Scale Factor Converg.
 LL1418;SPC CO N     -   391,436.150   949,877.269   MT  0.99995973   +0 16 08.0
 LL1418;SPC CO N     - 1,284,236.77  3,116,389.01   sFT  0.99995973   +0 16 08.0
 LL1418;UTM  13      - 4,440,288.480   492,853.314   MT  0.99960063   -0 03 14.5
 LL1418
 LL1418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1418!SPC CO N     -   0.99975889  x   0.99995973  =   0.99971863
 LL1418!UTM  13      -   0.99975889  x   0.99960063  =   0.99935962
 LL1418
 LL1418:                Primary Azimuth Mark                     Grid Az
 LL1418:SPC CO N     -  GREAT WEST SUGAR CO STACK                007 16 55.1
 LL1418:UTM  13      -  GREAT WEST SUGAR CO STACK                007 36 17.6
 LL1418
 LL1418|---------------------------------------------------------------------|
 LL1418| PID    Reference Object                     Distance      Geod. Az  |
 LL1418|                                                           dddmmss.s |
 LL1418| LL1317 GREAT WEST SUGAR CO STACK           APPROX. 5.2 KM 0073303.1 |
 LL1418| CR8254 HAPPY JACK RM 1                      17.819 METERS 08818     |
 LL1418| LL1410 ERIE MAST                           APPROX. 9.8 KM 1353623.8 |
 LL1418| LL1409 ERIE ALEXANDER DAWSON SCH TANK      APPROX. 5.8 KM 2010734.2 |
 LL1418| LL1419 HAPPY JACK AZ MK                    APPROX. 0.6 KM 3193705.1 |
 LL1418| CR8255 HAPPY JACK RM 2                      14.906 METERS 35934     |
 LL1418|---------------------------------------------------------------------|
 LL1418
 LL1418                          SUPERSEDED SURVEY CONTROL
 LL1418
 LL1418  ELLIP H (02/17/00) 1537.29   (m)                       GP(       ) 4 2
 LL1418  NAD 83(1992)-  40 06 46.33964(N)    105 05 01.91241(W) AD(       ) 1
 LL1418  ELLIP H (01/07/93) 1537.32   (m)                       GP(       ) 4 2
 LL1418  NAD 83(1986)-  40 06 46.32968(N)    105 05 01.91440(W) AD(       ) 1
 LL1418  NGVD 29 (01/20/89) 1553.3    (m)         5096.     (f) GPS OBS        
 LL1418
 LL1418.Superseded values are not recommended for survey control.
 LL1418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1418.See file dsdata.txt to determine how the superseded data were derived.
 LL1418
 LL1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE9285340288(NAD 83)
 LL1418_MARKER: DH = HORIZONTAL CONTROL DISK
 LL1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL1418_STAMPING: HAPPY JACK 1985
 LL1418_MARK LOGO: NGS   
 LL1418_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1418+STABILITY: SURFACE MOTION
 LL1418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1418+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1998
 LL1418
 LL1418  HISTORY     - Date     Condition        Report By
 LL1418  HISTORY     - 1985     MONUMENTED       NGS
 LL1418  HISTORY     - 19860805 GOOD
 LL1418  HISTORY     - 19981118 GOOD             NGS
 LL1418  HISTORY     - 19990925 GOOD             USPSQD
 LL1418  HISTORY     - 20010331 GOOD             NGS
 LL1418
 LL1418                          STATION DESCRIPTION
 LL1418
 LL1418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 LL1418'THE STATION IS LOCATED ABOUT 19.3 KM (12 MI) NORTHEAST OF BOULDER,
 LL1418'7.2 KM (4.5 MI) NORTH-NORTHEAST OF EIRE AND 6.4 KM (4 MI)
 LL1418'SOUTH-SOUTHEAST OF LONGMONT.
 LL1418'OWNERSHIP--BOULDER COUNTY ROAD RIGHT-OF-WAY.
 LL1418'
 LL1418'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 287 AND
 LL1418'STATE HIGHWAY 119 IN THE SOUTHERN PART OF LONGMONT, GO SOUTH ON U.S.
 LL1418'HIGHWAY 287 FOR 3.9 KM (2.45 MI) TO THE INTERSECTION OF OXFORD ROAD.
 LL1418'TURN LEFT, EAST, ON OXFORD ROAD FOR 1.6 KM (1.0 MI) TO A SIDE ROAD
 LL1418'RIGHT, NORTH 115TH STREET.  TURN RIGHT, SOUTH, FOR 0.5 KM (0.3 MI)
 LL1418'TO THE STATION ON THE RIGHT.
 LL1418'
 LL1418'THE STATION IS A STANDARD NGS DISK STAMPED---HAPPY JACK 1985---SET
 LL1418'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12-IN) IN DIAMETER
 LL1418'FLUSH WITH THE GROUND.  LOCATED 19.2 M (63 FT) SOUTH FROM A
 LL1418'TELEPHONE JUNCTION BOX FOR UNDERGROUND CABLES, 15.5 M (51 FT) SOUTH
 LL1418'FROM A POWER POLE, 9.4 M (31 FT) WEST FROM THE CENTER OF A DIRT
 LL1418'ROAD, 1.2 M (4 FT) SOUTH FROM A WITNESS POST, 1.2 M (4 FT) NORTH
 LL1418'FROM A WITNESS POST AND 0.4 M (1.5 FT) EAST FROM AN OLD FENCE LINE.
 LL1418'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED---HAPPY JACK
 LL1418'1985---SET IN AN IRREGULAR MASS OF CONCRETE 1.2 M (4 FT) BELOW THE
 LL1418'SURFACE.
 LL1418'
 LL1418'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK STAMPED---HAPPY JACK
 LL1418'NO 1 1985---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 LL1418'(12-IN) IN DIAMETER FLUSH WITH THE GROUND.  LOCATED 23.5 M (77 FT)
 LL1418'SOUTHEAST FROM A POWER POLE, 18.0 M (59 FT) EAST FROM AN OLD FENCE
 LL1418'LINE, 8.5 M (28 FT) EAST FROM THE CENTER OF A DIRT ROAD, 0.8 M
 LL1418'(2.7 FT) NORTH FROM A WITNESS POST, 0.4 M (1.4 FT) WEST OF A
 LL1418'PROPERTY CORNER, NORTHWEST CORNER, LOT 9, SOUTHWEST CORNER, LOT 10,
 LL1418'OXFORD FARMS AND 0.3 M (1 FT) ABOVE THE STATION.
 LL1418'
 LL1418'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 LL1418'STAMPED---HAPPY JACK NO 2 1985---,
 LL1418'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LL1418'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LL1418'14.0 METERS (46 FT) NORTH FROM A WITNESS POST
 LL1418'9.4 METERS (31 FT) WEST FROM THE CENTER OF A DIRT ROAD,
 LL1418'4.4 METERS (14.5 FT) SOUTH-SOUTHWEST FROM A TELEPHONE JUNCTION BOX,
 LL1418'0.6 METERS (2 FT) SOUTH FROM A POWER POLE,
 LL1418'0.3 METERS (1 FT) EAST FROM AN OLD FENCE LINE.
 LL1418'MARK IS LEVEL WITH THE STATION.
 LL1418
 LL1418                          STATION RECOVERY (1986)
 LL1418
 LL1418'RECOVERED 1986
 LL1418'RECOVERED IN GOOD CONDITION.
 LL1418
 LL1418                          STATION RECOVERY (1998)
 LL1418
 LL1418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 LL1418'THE MARK WAS RECOVERED IN GOOD CONDITION WITH THE FOLLOWING
 LL1418'ADDITION--IN THE NORTHWEST 1/4 OF SECTION 26, T 2 N, R 69 W.
 LL1418
 LL1418                          STATION RECOVERY (1999)
 LL1418
 LL1418'RECOVERY NOTE BY US POWER SQUADRON 1999
 LL1418'RECOVERED IN GOOD CONDITION.
 LL1418
 LL1418                          STATION RECOVERY (2001)
 LL1418
 LL1418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL1418'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1419 ***********************************************************************
 LL1419  DESIGNATION -  HAPPY JACK AZ MK
 LL1419  PID         -  LL1419
 LL1419  STATE/COUNTY-  CO/BOULDER
 LL1419  USGS QUAD   -  ERIE (1967)
 LL1419
 LL1419                         *CURRENT SURVEY CONTROL
 LL1419  ___________________________________________________________________
 LL1419* NAD 83(1992)-  40 07 00.46173(N)    105 05 17.54791(W)     ADJUSTED  
 LL1419* NAVD 88     -      1555.     (meters)    5102.     (feet)  VERTCON   
 LL1419  ___________________________________________________________________
 LL1419  LAPLACE CORR-         -11.83  (seconds)                    DEFLEC99
 LL1419  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 LL1419
 LL1419  HORZ ORDER  -  SECOND
 LL1419
 LL1419.The horizontal coordinates were established by classical geodetic methods
 LL1419.and adjusted by the National Geodetic Survey in January 1993..
 LL1419.No horizontal observational check was made to the station.
 LL1419
 LL1419.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1419
 LL1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1419
 LL1419.The geoid height was determined by GEOID03.
 LL1419
 LL1419;                    North         East     Units Scale Factor Converg.
 LL1419;SPC CO N     -   391,869.906   949,504.827   MT  0.99995956   +0 15 57.9
 LL1419;SPC CO N     - 1,285,659.85  3,115,167.09   sFT  0.99995956   +0 15 57.9
 LL1419;UTM  13      - 4,440,724.172   492,483.456   MT  0.99960070   -0 03 24.6
 LL1419
 LL1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1419!SPC CO N     -   0.99975879  x   0.99995956  =   0.99971836
 LL1419!UTM  13      -   0.99975879  x   0.99960070  =   0.99935959
 LL1419
 LL1419                          SUPERSEDED SURVEY CONTROL
 LL1419
 LL1419  NAD 83(1986)-  40 07 00.45178(N)    105 05 17.54989(W) AD(       ) 2
 LL1419  NGVD 29 (01/20/89) 1554.     (m)         5098.     (f) VERT ANG       
 LL1419
 LL1419.Superseded values are not recommended for survey control.
 LL1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1419.See file dsdata.txt to determine how the superseded data were derived.
 LL1419
 LL1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE9248340724(NAD 83)
 LL1419_MARKER: DZ = AZIMUTH MARK DISK
 LL1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL1419_MAGNETIC: N = NO MAGNETIC MATERIAL
 LL1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1419+STABILITY: SURFACE MOTION
 LL1419
 LL1419  HISTORY     - Date     Condition        Report By
 LL1419  HISTORY     - 1985     MONUMENTED       NGS
 LL1419  HISTORY     - 19990925 GOOD             USPSQD
 LL1419  HISTORY     - 20010331 GOOD             NGS
 LL1419
 LL1419                          STATION DESCRIPTION
 LL1419
 LL1419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 LL1419'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) NORTH OF LAFAYETTE,
 LL1419'7.7 KM (4.8 MI) EAST-NORTHEAST OF NIWOT AND 6.4 KM (4.0 MI)
 LL1419'SOUTH-SOUTHEAST OF LONGMONT.
 LL1419'OWNERSHIP--BOULDER COUNTY ROAD RIGHT-OF-WAY.
 LL1419'
 LL1419'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF U.S. HIGHWAY 287
 LL1419'AND STATE HIGHWAY 119 IN THE SOUTHERN PART OF LONGMONT, GO SOUTH ON
 LL1419'U.S. HIGHWAY 287 FOR 3.9 KM (2.45 MI) TO THE INTERSECTION OF OXFORD
 LL1419'ROAD.  TURN LEFT, EAST, ON OXFORD ROAD FOR 1.3 KM (0.8 MI) TO THE
 LL1419'AZIMUTH MARK ON THE LEFT.
 LL1419'
 LL1419'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK STAMPED---HAPPY JACK
 LL1419'1985---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12-IN)
 LL1419'IN DIAMETER FLUSH WITH THE GROUND.  LOCATED 24.4 M (80 FT) EAST FROM
 LL1419'THE CENTER OF A DIRT FIELD ROAD NORTH, 7.0 M (23 FT) NORTH FROM THE
 LL1419'CENTERLINE OF OXFORD ROAD, 0.7 M (2.2 FT) EAST FROM A WITNESS POST,
 LL1419'0.7 M (2.2 FT) WEST FROM A POWER POLE.
 LL1419
 LL1419                          STATION RECOVERY (1999)
 LL1419
 LL1419'RECOVERY NOTE BY US POWER SQUADRON 1999
 LL1419'RECOVERED IN GOOD CONDITION.
 LL1419
 LL1419                          STATION RECOVERY (2001)
 LL1419
 LL1419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL1419'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE7958 ***********************************************************************
 DE7958  CBN         -  This is a Cooperative Base Network Control Station.
 DE7958  DESIGNATION -  HARD
 DE7958  PID         -  DE7958
 DE7958  STATE/COUNTY-  CO/JEFFERSON
 DE7958  USGS QUAD   -  MORRISON (1994)
 DE7958
 DE7958                         *CURRENT SURVEY CONTROL
 DE7958  ___________________________________________________________________
 DE7958* NAD 83(1992)-  39 42 46.27782(N)    105 07 34.80803(W)     ADJUSTED  
 DE7958* NAVD 88     -      1725.2    (meters)    5660.     (feet)  GPS OBS   
 DE7958  ___________________________________________________________________
 DE7958  X           -  -1,282,418.293 (meters)                     COMP
 DE7958  Y           -  -4,744,182.273 (meters)                     COMP
 DE7958  Z           -   4,054,602.978 (meters)                     COMP
 DE7958  LAPLACE CORR-         -15.76  (seconds)                    DEFLEC99
 DE7958  ELLIP HEIGHT-        1708.89  (meters)          (09/24/02) GPS OBS
 DE7958  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 DE7958
 DE7958  HORZ ORDER  -  A
 DE7958  ELLP ORDER  -  THIRD     CLASS I
 DE7958
 DE7958.The horizontal coordinates were established by GPS observations
 DE7958.and adjusted by the National Geodetic Survey in September 2002..
 DE7958
 DE7958.The orthometric height was determined by GPS observations and a
 DE7958.high-resolution geoid model.
 DE7958
 DE7958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE7958
 DE7958.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE7958
 DE7958.The ellipsoidal height was determined by GPS observations
 DE7958.and is referenced to NAD 83.
 DE7958
 DE7958.The geoid height was determined by GEOID03.
 DE7958
 DE7958;                    North         East     Units Scale Factor Converg.
 DE7958;SPC CO C     -   513,513.713   946,443.410   MT  0.99999286   +0 14 08.4
 DE7958;SPC CO C     - 1,684,752.91  3,105,123.09   sFT  0.99999286   +0 14 08.4
 DE7958;UTM  13      - 4,395,895.346   489,170.998   MT  0.99960144   -0 04 50.6
 DE7958
 DE7958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE7958!SPC CO C     -   0.99973198  x   0.99999286  =   0.99972484
 DE7958!UTM  13      -   0.99973198  x   0.99960144  =   0.99933352
 DE7958
 DE7958                          SUPERSEDED SURVEY CONTROL
 DE7958
 DE7958.No superseded survey control is available for this station.
 DE7958
 DE7958_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8917195895(NAD 83)
 DE7958_MARKER: F = FLANGE-ENCASED ROD
 DE7958_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DE7958+WITH SETTING: INFORMATION.
 DE7958_STAMPING: HARD 2001
 DE7958_MARK LOGO: NGS   
 DE7958_PROJECTION: FLUSH
 DE7958_MAGNETIC: I = MARKER IS A STEEL ROD
 DE7958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE7958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE7958+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2001
 DE7958_ROD/PIPE-DEPTH: 2.5  meters
 DE7958
 DE7958  HISTORY     - Date     Condition        Report By
 DE7958  HISTORY     - 20010815 MONUMENTED       USGS
 DE7958
 DE7958                          STATION DESCRIPTION
 DE7958
 DE7958'DESCRIBED BY US GEOLOGICAL SURVEY 2001
 DE7958'IN LAKEWOOD, COLORADO, GO 0.75 MILES SOUTH OF THE INTERSECTION OF WEST
 DE7958'6TH AVENUE AND KIPLING PARKWAY TO THE SECOND TRAFFIC LIGHT. TURN RIGHT
 DE7958'(WEST) AND PROCEED 0.1 MILE TO THE MAIN ENTRANCE TO THE DENVER FEDERAL
 DE7958'CENTER (MUST SHOW IDENTIFICATION IF NOT IN A US GOVERNMENT VEHICLE).
 DE7958'
 DE7958'FROM THE GATE, PROCEED 0.5 MILES ALONG MAIN AVENUE TO FIRST STOP SIGN
 DE7958'AND CROSSROAD LEADING SOUTH TO SOFTBALL FIELDS AND GATE 7 BY THE POST
 DE7958'OFFICE, CONTINUE STRAIGHT ON MAIN AVENUE FOR 0.1 MILE TO SECOND STOP
 DE7958'SIGN. TURN LEFT (SOUTHWEST) AND PROCEED 0.3 MILE UPHILL AND ALONG THE
 DE7958'LOADING DOCKS ON THE EAST SIDE OF BUILDING 810. AT THE SOUTHEAST
 DE7958'CORNER OF THE BUILDING TURN RIGHT (WEST) AND PROCEED 0.2 MILE TO THE
 DE7958'WEST EDGE OF THE PARKING LOT. TURN RIGHT (NORTH) AND PROCEED 0.05 MILE
 DE7958'TO AN INSIDE CORNER OF THE PARKING LOT AND THE STATION ON THE LEFT.
 DE7958'THE MARK IS 55.7 FEET WEST-SOUTHWEST OF GREEN AND BROWN BUILDING 810
 DE7958'ICE CORE LAB SIGN AND 10.7 FEET S. OF FIRE HYDRANT FH810-14.
 DE7958'
 DE7958'THE MARK CONSISTS OF APPROXIMATELY 5 FEET OF STAINLESS STEEL ROD
 DE7958'DRIVEN TO REFUSAL. THE ROD IS ENCASED IN A GREASE SLEEVE AND PVC PIPE,
 DE7958'CAPPED WITH A STANDARD NGS ACCESS COVER STAMPED HARD 2001.
 DE7958'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8136 ***********************************************************************
 AE8136  DESIGNATION -  HARDING
 AE8136  PID         -  AE8136
 AE8136  STATE/COUNTY-  CO/LARIMER
 AE8136  USGS QUAD   -  CHAMBERS LAKE (1977)
 AE8136
 AE8136                         *CURRENT SURVEY CONTROL
 AE8136  ___________________________________________________________________
 AE8136* NAD 83(1992)-  40 37 09.73323(N)    105 49 08.45011(W)     ADJUSTED  
 AE8136* NAVD 88     -      2640.9    (meters)    8664.     (feet)  GPS OBS   
 AE8136  ___________________________________________________________________
 AE8136  X           -  -1,322,165.567 (meters)                     COMP
 AE8136  Y           -  -4,666,522.610 (meters)                     COMP
 AE8136  Z           -   4,132,142.480 (meters)                     COMP
 AE8136  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 AE8136  ELLIP HEIGHT-        2629.65  (meters)          (12/03/02) GPS OBS
 AE8136  GEOID HEIGHT-         -11.19  (meters)                     GEOID03
 AE8136
 AE8136  HORZ ORDER  -  FIRST
 AE8136  ELLP ORDER  -  FOURTH    CLASS II
 AE8136
 AE8136.The horizontal coordinates were established by GPS observations
 AE8136.and adjusted by the National Geodetic Survey in March 1998..
 AE8136
 AE8136.The orthometric height was determined by GPS observations and a
 AE8136.high-resolution geoid model.
 AE8136
 AE8136.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8136
 AE8136.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8136
 AE8136.The ellipsoidal height was determined by GPS observations
 AE8136.and is referenced to NAD 83.
 AE8136
 AE8136.The geoid height was determined by GEOID03.
 AE8136
 AE8136;                    North         East     Units Scale Factor Converg.
 AE8136;SPC CO N     -   447,641.678   887,408.389   MT  0.99997750   -0 12 22.1
 AE8136;SPC CO N     - 1,468,637.74  2,911,439.02   sFT  0.99997750   -0 12 22.1
 AE8136;UTM  13      - 4,496,827.313   430,724.586   MT  0.99965907   -0 31 59.6
 AE8136
 AE8136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8136!SPC CO N     -   0.99958766  x   0.99997750  =   0.99956517
 AE8136!UTM  13      -   0.99958766  x   0.99965907  =   0.99924688
 AE8136
 AE8136                          SUPERSEDED SURVEY CONTROL
 AE8136
 AE8136  ELLIP H (03/31/98) 2629.66   (m)                       GP(       ) 4 1
 AE8136
 AE8136.Superseded values are not recommended for survey control.
 AE8136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8136.See file dsdata.txt to determine how the superseded data were derived.
 AE8136
 AE8136_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE3072596827(NAD 83)
 AE8136_MARKER: DH = HORIZONTAL CONTROL DISK
 AE8136_SETTING: 80 = SET IN A BOULDER
 AE8136_STAMPING: HARDING 1997
 AE8136_MARK LOGO: NGS   
 AE8136_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8136+STABILITY: SURFACE MOTION
 AE8136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8136+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE8136
 AE8136  HISTORY     - Date     Condition        Report By
 AE8136  HISTORY     - 1997     MONUMENTED       NGS
 AE8136
 AE8136                          STATION DESCRIPTION
 AE8136
 AE8136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AE8136'THE STATION IS LOCATED ABOUT 23 MI (37.0 KM) NORTHWEST OF ESTES PARK,
 AE8136'17 MI (27.4 KM) SOUTHWEST OF RED FEATHER LAKES AND 2.5 MI (4.0 KM)
 AE8136'NORTHWEST OF CHAMBERS LAKE, IN T 7 N, R 75 W, AT STATE HIGHWAY 14
 AE8136'MILEPOST 72.95.  OWNERSHIP--U.  S.  FOREST SERVICE, ARAPAHO AND
 AE8136'ROOSEVELT NATIONAL FOREST TO REACH THE STATION FROM STATE HIGHWAY 14
 AE8136'AND BIG SOUTH ROAD IN THE WSTERN END OF THE CACHE LA POUDRE RIVER
 AE8136'ROAD, GO SOUTHWEST ON STATE HIGHWAY 14 FOR 1.1 MI (1.8 KM) TO THE
 AE8136'ASPEN GLEN CAMPGROUND ON THE RIGHT.  TURN RIGHT INTO THE CAMPGROUND
 AE8136'AND GO NORTHWEST FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT.
 AE8136'THE STATION IS ALSO 2.1 MI (3.4 KM) SOUTHWEST OF POUDRE FALLS ALONG
 AE8136'STATE HIGHWAY 14 THE MARK IS A STANDARD DISK SET IN A DRILL HOLE IN A
 AE8136'GRANITE BOULDER BURIED IN THE GROUND, MEASURING 1 M (3.3 FT) BY 0.5 M
 AE8136'(1.6 FT) AND PROJECTING 10 CM ABOVE THE GROUND.  IT IS 46.4 M (152.2
 AE8136'FT) SOUTH FROM THE SOUTHWEST CORNER OF THE CAMPGROUND RESTROOM, 44.4 M
 AE8136'(145.7 FT) NORTHWEST FROM THE CENTER OF THE GATE INTO THE CAMPGROUND,
 AE8136'20.9 M (68.6 FT) SOUTHEAST FROM THE CENTER OF THE INFORMATION SIGN AND
 AE8136'SELF-SERVICE PAY STATION FOR THE CAMPGROUND, 17.7 M (58.1 FT) SOUTH
 AE8136'FROM THE INTERSECTIONS OF THE ENTRANCE ROAD AND THE PERIMETER ROAD,
 AE8136'8.4 M (27.6 FT) SOUTHWEST FROM THE ENTRANCE ROAD, 2.8 M (9.2 FT) WEST
 AE8136'FROM A WITNESS POST AND ABOUT 3 M (9.8 FT) BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0667 ***********************************************************************
 KL0667  DESIGNATION -  HARDSCRABBLE
 KL0667  PID         -  KL0667
 KL0667  STATE/COUNTY-  CO/EAGLE
 KL0667  USGS QUAD   -  SUICIDE MOUNTAIN (1987)
 KL0667
 KL0667                         *CURRENT SURVEY CONTROL
 KL0667  ___________________________________________________________________
 KL0667* NAD 83(1992)-  39 33 15.76357(N)    106 53 57.77048(W)     ADJUSTED  
 KL0667* NAVD 88     -      3201.8    (meters)   10505.     (feet)  VERTCON   
 KL0667  ___________________________________________________________________
 KL0667  LAPLACE CORR-           8.80  (seconds)                    DEFLEC99
 KL0667  GEOID HEIGHT-         -13.65  (meters)                     GEOID03
 KL0667
 KL0667  HORZ ORDER  -  FIRST
 KL0667
 KL0667.The horizontal coordinates were established by classical geodetic methods
 KL0667.and adjusted by the National Geodetic Survey in January 1993..
 KL0667
 KL0667.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0667
 KL0667.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0667
 KL0667.The geoid height was determined by GEOID03.
 KL0667
 KL0667;                    North         East     Units Scale Factor Converg.
 KL0667;SPC CO C     -   496,779.224   794,138.866   MT  0.99996716   -0 52 57.3
 KL0667;SPC CO C     - 1,629,849.84  2,605,437.26   sFT  0.99996716   -0 52 57.3
 KL0667;UTM  13      - 4,380,022.339   336,814.737   MT  0.99992787   -1 12 35.3
 KL0667
 KL0667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0667!SPC CO C     -   0.99950008  x   0.99996716  =   0.99946725
 KL0667!UTM  13      -   0.99950008  x   0.99992787  =   0.99942798
 KL0667
 KL0667|---------------------------------------------------------------------|
 KL0667| PID    Reference Object                     Distance      Geod. Az  |
 KL0667|                                                           dddmmss.s |
 KL0667| CM7393 HARDSCRABBLE RM 1                    21.184 METERS 13110     |
 KL0667| KL0664 HOOSIER                             APPROX. 9.0 KM 2114627.7 |
 KL0667| CM7394 HARDSCRABBLE RM 2                    11.040 METERS 23259     |
 KL0667|---------------------------------------------------------------------|
 KL0667
 KL0667                          SUPERSEDED SURVEY CONTROL
 KL0667
 KL0667  NAD 83(1986)-  39 33 15.75853(N)    106 53 57.77032(W) AD(       ) 1
 KL0667  NAD 27      -  39 33 15.81500(N)    106 53 55.63300(W) AD(       ) 1
 KL0667  NGVD 29 (10/17/91) 3200.2    (m)        10499.     (f) VERT ANG       
 KL0667
 KL0667.Superseded values are not recommended for survey control.
 KL0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0667.See file dsdata.txt to determine how the superseded data were derived.
 KL0667
 KL0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD3681580022(NAD 83)
 KL0667_MARKER: DS = TRIANGULATION STATION DISK
 KL0667_SETTING: 80 = SET IN A BOULDER
 KL0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0667+STABILITY: SURFACE MOTION
 KL0667
 KL0667  HISTORY     - Date     Condition        Report By
 KL0667  HISTORY     - 1953     MONUMENTED       CGS
 KL0667  HISTORY     - 1961     GOOD             USGS
 KL0667
 KL0667                          STATION DESCRIPTION
 KL0667
 KL0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KL0667'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTHEAST OF GYPSUM
 KL0667'AND 7 MILES SOUTHWEST OF EAGLE.  IT IS 125 FEET SOUTH-SOUTHWEST OF
 KL0667'A 12 INCH SPRUCE TREE WITH A TRIANGLE BLAZE, 70 FEET WEST OF AN
 KL0667'8 INCH SPRUCE TREE WITH A TRIANGLE BLAZE AND ON THE HIGHEST
 KL0667'POINT OF A SMALL HOGBACK RIDGE THAT RUNS NORTH-SOUTH ALONG
 KL0667'THE WEST SLOPE OF HARDSCRABBLE MOUNTAIN.  THE MARK IS SET
 KL0667'FLUSH IN A 1.5 BY 3 FOOT BOULDER WHICH PROJECTS 2 INCHES
 KL0667'AND IS STAMPED HARDSCRABBLE 1953.
 KL0667'
 KL0667'REFERENCE MARK NO. 1 IS 45 FEET SOUTH OF AN 8 INCH SPRUCE
 KL0667'TREE WITH A TRIANGLE BLAZE AND AT THE EDGE OF THE TIMBER
 KL0667'TO THE EAST OF THE HOGBACK RIDGE.  THE MARK IS SET FLUSH
 KL0667'IN A 2 BY 4 FOOT BOULDER WHICH PROJECTS 1 INCH AND IS STAMPED
 KL0667'HARDSCRABBLE NO 1 1953.
 KL0667'
 KL0667'REFERENCE MARK NO. 2 IS ABOUT 10 FEET WEST OF THE HIGHEST
 KL0667'POINT OF THE RIDGE AND 2 FEET BELOW THE LEVEL OF THE STATION.
 KL0667'THE MARK IS SET FLUSH IN A 2 BY 2 FOOT BOULDER WHICH PROJECTS
 KL0667'1 INCH AND IS STAMPED HARDSCRABBLE NO 2 1953.
 KL0667'
 KL0667'THE DISTANCE BETWEEN REFERENCE MARKS IS 84.9 FEET.
 KL0667'
 KL0667'TRIANGULATION STATION HOOSIER CAN BE USED AS AN AZIMUTH
 KL0667'MARK.
 KL0667'
 KL0667'TO REACH THE STATION FROM THE UNDERPASS ON U.S. HIGHWAYS
 KL0667'6 AND 24 IN THE NORTHWEST PART OF GYPSUM, GO SOUTHEAST ON U.S.
 KL0667'HIGHWAYS 6 AND 24 FOR 0.25 MILE TO THE JUNCTION OF STATE HIGHWAY
 KL0667'301.  TURN RIGHT AND GO SOUTH ON STATE HIGHWAY 301 FOR 0.45 MILE
 KL0667'TO A CROSSROAD AT THE EDGE OF THE CITY LIMITS.  TURN LEFT
 KL0667'AND GO EAST ON A GRAVELED ROAD FOR 1.75 MILES TO A GATE AND
 KL0667'A GRADED ROAD LEADING SOUTH TO A RANCH HOUSE, TURN RIGHT
 KL0667'AND GO SOUTH FOR 0.75 MILES TO THE RANCH HOUSE.  PASS TO THE
 KL0667'LEFT OF THE RANCH HOUSE AND FOLLOW A TRACK ROAD SOUTHEAST
 KL0667'FOR 0.25 MILE TO A BOARD GATE, PASS THROUGH THE GATE AND
 KL0667'FOLLOW A TRACK ROAD SOUTHERLY FOR 2.9 MILES TO A FORK.
 KL0667'TAKE THE RIGHT FORK AND FOLLOW A TRACK ROAD SOUTHERLY AND
 KL0667'SOUTHEASTERLY FOR 2.85 MILES TO A FORK, KEEP THE RIGHT FORK AND
 KL0667'FOLLOW THE MAIN TRAVELED ROAD SOUTHEASTERLY FOR 0.25
 KL0667'MILES TO A FORK.  TAKE THE RIGHT FORK AND FOLLOW A TRACK ROAD
 KL0667'THROUGH THE TIMBER FOR 0.25 MILE TO A WATER TANK, KEEP
 KL0667'TO THE RIGHT OF THE WATER TANK AND FOLLOW AN OLD ROAD
 KL0667'SOUTHERLY THROUGH THE TIMBER FOR 0.7 MILE TO A FORK AND A
 KL0667'BLAZED TREE.  TAKE THE LEFT FORK AND GO SOUTHERLY FOR
 KL0667'0.15 MILE TO A FORK, TAKE THE LEFT FORK AND GO SOUTHERLY
 KL0667'FOR 0.05 MILE TO A FORK AND A BLAZED TREE.  TAKE THE
 KL0667'RIGHT FORK AND GO SOUTHERLY THROUGH THE TIMBER FOR 0.3 MILE
 KL0667'TO THE END OF THE ROAD AND THE END OF TRUCK TRAVEL.  FROM
 KL0667'THIS POINT PACK SOUTH-SOUTHWEST THROUGH TIMBER AND DOWNFALL
 KL0667'FOR ABOUT 1 MILE ON A WELL BLAZED TRAIL TO A HOGBACK RIDGE
 KL0667'THAT RUNS NORTH-SOUTH ALONG THE WEST SLOPE OF THE MOUNTAIN
 KL0667'AND THE STATION AS DESCRIBED.  THIS IS ABOUT A 20 MINUTE
 KL0667'PACK.
 KL0667
 KL0667                          STATION RECOVERY (1961)
 KL0667
 KL0667'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KL0667'STATION MARK--STANDARD USC AND GS DISK SET FLUSH IN 1.5 BY 3 FT.
 KL0667'BOULDER, WHICH PROJECTS 2 IN., STAMPED---HARDSCRABBLE 1953---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1396 ***********************************************************************
 JK1396  DESIGNATION -  HARDSCRABBLE
 JK1396  PID         -  JK1396
 JK1396  STATE/COUNTY-  CO/FREMONT
 JK1396  USGS QUAD   -  FLORENCE SE (1989)
 JK1396
 JK1396                         *CURRENT SURVEY CONTROL
 JK1396  ___________________________________________________________________
 JK1396* NAD 83(1992)-  38 15 51.72741(N)    105 05 16.03541(W)     ADJUSTED  
 JK1396* NAVD 88     -      1808.6    (meters)    5934.     (feet)  GPS OBS   
 JK1396  ___________________________________________________________________
 JK1396  X           -  -1,305,584.565 (meters)                     COMP
 JK1396  Y           -  -4,842,815.402 (meters)                     COMP
 JK1396  Z           -   3,929,635.752 (meters)                     COMP
 JK1396  LAPLACE CORR-         -13.64  (seconds)                    DEFLEC99
 JK1396  ELLIP HEIGHT-        1791.79  (meters)          (12/03/02) GPS OBS
 JK1396  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 JK1396
 JK1396  HORZ ORDER  -  FIRST
 JK1396  ELLP ORDER  -  FOURTH    CLASS II
 JK1396
 JK1396.The horizontal coordinates were established by GPS observations
 JK1396.and adjusted by the National Geodetic Survey in August 1994..
 JK1396
 JK1396.The orthometric height was determined by GPS observations and a
 JK1396.high-resolution geoid model.
 JK1396
 JK1396.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1396
 JK1396.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1396
 JK1396.The ellipsoidal height was determined by GPS observations
 JK1396.and is referenced to NAD 83.
 JK1396
 JK1396.The geoid height was determined by GEOID03.
 JK1396
 JK1396;                    North         East     Units Scale Factor Converg.
 JK1396;SPC CO C     -   352,731.306   950,478.476   MT  1.00004167   +0 15 35.9
 JK1396;SPC CO C     - 1,157,252.63  3,118,361.47   sFT  1.00004167   +0 15 35.9
 JK1396;UTM  13      - 4,235,151.584   492,320.233   MT  0.99960073   -0 03 15.7
 JK1396
 JK1396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1396!SPC CO C     -   0.99971893  x   1.00004167  =   0.99976059
 JK1396!UTM  13      -   0.99971893  x   0.99960073  =   0.99931977
 JK1396
 JK1396                          SUPERSEDED SURVEY CONTROL
 JK1396
 JK1396  ELLIP H (08/30/94) 1791.81   (m)                       GP(       ) 4 1
 JK1396
 JK1396.Superseded values are not recommended for survey control.
 JK1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1396.See file dsdata.txt to determine how the superseded data were derived.
 JK1396
 JK1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC9232035152(NAD 83)
 JK1396_MARKER: DH = HORIZONTAL CONTROL DISK
 JK1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1396_SP_SET: CONCRETE POST
 JK1396_STAMPING: HARDSCRABBLE 1993
 JK1396_MARK LOGO: NGS   
 JK1396_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK1396+STABILITY: SURFACE MOTION
 JK1396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1396+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JK1396
 JK1396  HISTORY     - Date     Condition        Report By
 JK1396  HISTORY     - 1993     MONUMENTED       CODOT
 JK1396
 JK1396                          STATION DESCRIPTION
 JK1396
 JK1396'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1993
 JK1396'STATION IS LOCATED ABOUT 2 MI (3.2 KM) NORTH OF WETMORE AND 9 MI
 JK1396'(14.5 KM)  SOUTH OF FLORENCE IN SEC 34, T 20 S, R 69 W OF THE 6TH PM
 JK1396'. OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION RIGHT OF WAY
 JK1396'TO REACH THE STATION FROM THE JUNCTION OF S.H. 67 AND S.H. 96 IN
 JK1396'WETMORE, PROCEED NORTH ON S.H. 67 FOR 2 MILESTO STATION ON LEFT AT
 JK1396'MILEPOST 2.0.
 JK1396'STATION MARK IS AN NGS BRASS HORIZONTAL CONTROL DISK SET INTO THE TOP
 JK1396'OF A CONCRETE POST SET FLUSH WITH THE GROUND, 30 M (98.4 FT) WEST OF
 JK1396'CENTERLINE, 26.2 M (86.0 FT) WEST OF EDGE OF OIL, 2.7 M (8.9 FT) EAST
 JK1396'OF A FENCEPOST, 3.2 M (10.5 FT) NORTHEAST OF A CORNERPOST AND 2.5 M
 JK1396'(8.2 FT) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0542 ***********************************************************************
 LK0542  DESIGNATION -  HARGREAVES
 LK0542  PID         -  LK0542
 LK0542  STATE/COUNTY-  CO/PHILLIPS
 LK0542  USGS QUAD   -  WAUNETA NE (1971)
 LK0542
 LK0542                         *CURRENT SURVEY CONTROL
 LK0542  ___________________________________________________________________
 LK0542* NAD 83(1992)-  40 28 00.64445(N)    102 16 19.65092(W)     ADJUSTED  
 LK0542* NAVD 88     -      1197.8    (meters)    3930.     (feet)  VERTCON   
 LK0542  ___________________________________________________________________
 LK0542  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 LK0542  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 LK0542
 LK0542  HORZ ORDER  -  SECOND
 LK0542
 LK0542.The horizontal coordinates were established by classical geodetic methods
 LK0542.and adjusted by the National Geodetic Survey in January 1993..
 LK0542
 LK0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0542
 LK0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0542
 LK0542.The geoid height was determined by GEOID03.
 LK0542
 LK0542;                    North         East     Units Scale Factor Converg.
 LK0542;SPC CO N     -   435,638.285 1,188,085.886   MT  0.99996394   +2 05 08.3
 LK0542;SPC CO N     - 1,429,256.61  3,897,911.78   sFT  0.99996394   +2 05 08.3
 LK0542;UTM  13      - 4,483,149.168   731,271.038   MT  1.00025843   +1 46 16.3
 LK0542
 LK0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0542!SPC CO N     -   0.99981548  x   0.99996394  =   0.99977943
 LK0542!UTM  13      -   0.99981548  x   1.00025843  =   1.00007387
 LK0542
 LK0542|---------------------------------------------------------------------|
 LK0542| PID    Reference Object                     Distance      Geod. Az  |
 LK0542|                                                           dddmmss.s |
 LK0542| CP8180 HARGREAVES RM 1                      15.172 METERS 11724     |
 LK0542| CP8181 HARGREAVES RM 2                      15.198 METERS 29727     |
 LK0542| LK0506 HOLYOKE                             APPROX.13.5 KM 3475314.9 |
 LK0542|---------------------------------------------------------------------|
 LK0542
 LK0542                          SUPERSEDED SURVEY CONTROL
 LK0542
 LK0542  NAD 83(1986)-  40 28 00.64294(N)    102 16 19.65074(W) AD(       ) 2
 LK0542  NAD 27      -  40 28 00.67491(N)    102 16 17.96858(W) AD(       ) 2
 LK0542  NGVD 29 (07/19/86) 1197.3    (m)         3928.     (f) VERT ANG       
 LK0542
 LK0542.Superseded values are not recommended for survey control.
 LK0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0542.See file dsdata.txt to determine how the superseded data were derived.
 LK0542
 LK0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE3127183149(NAD 83)
 LK0542_MARKER: Z = SEE DESCRIPTION
 LK0542_SETTING: 0 = UNSPECIFIED SETTING
 LK0542
 LK0542  HISTORY     - Date     Condition        Report By
 LK0542  HISTORY     - 1971     MONUMENTED       USGS
 LK0542
 LK0542                          STATION DESCRIPTION
 LK0542
 LK0542'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (HH)
 LK0542'THE STATION IS LOCATED SOUTH 14 DEGREES EAST, ABOUT 9 MILES
 LK0542'AIRLINE DISTANCE FROM HOLYOKE, COLORADO, ON THE HIGH POINT OF A
 LK0542'HILL IN THE NORTHEAST ONE-QUARTER OF SECTION 28, TOWNSHIP 6
 LK0542'NORTH, RANGE 44 WEST.
 LK0542'
 LK0542'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 6 AND U.S. HIGHWAY 385
 LK0542'IN HOLYOKE, COLORADO, GO SOUTH ON U.S. HIGHWAY 385 FOR 6 MILES
 LK0542'TO A SIDE ROAD.  TURN LEFT (EAST) AND GO 2 MILES TO ANOTHER SIDE
 LK0542'ROAD.  TURN RIGHT (SOUTH) AND GO 2.5 MILES TO A GATE.  PASS
 LK0542'THROUGH GATE AND TAKE FIELD ROAD FOR 0.2 MILES TO A WINDMILL.  GO
 LK0542'NORTHERLY ACROSS COUNTRY IN THE DRAW FOR 0.2 MILES.  TURN
 LK0542'LEFT (WEST) UP THE RIDGE FOR 0.5 MILES TO THE STATION SITE,
 LK0542'10 FEET SOUTH OF A USGS WITNESS SIGN MOUNTED ON A METAL POST.
 LK0542'A FOUR-WHEEL DRIVE VEHICLE IS NECESSARY TO REACH THIS STATION.
 LK0542'
 LK0542'THE STATION AND REFERENCE MARKS ARE STANDARD USGS TABLETS
 LK0542'SOLDERED TO COPPER COATED STEEL RODS, DRIVEN TO REFUSAL AT THE
 LK0542'DEPTHS INDICATED, AND CENTERED IN GRAVEL FILLED PLASTIC TILES
 LK0542'WHICH ARE 6 INCHES IN DIAMETER AND 12 INCHES LONG, SET FLUSH
 LK0542'WITH THE GROUND.
 LK0542'
 LK0542'STATION MARK--THE ROD WAS DRIVEN 20 FEET, THE TABLET STAMPED
 LK0542'HARGREAVES ET 1971.
 LK0542'
 LK0542'REFERENCE MARK NO. 1--THE ROD WAS DRIVEN 15 FEET, THE TABLET
 LK0542'STAMPED HARGREAVES ET NO. 1 1971.
 LK0542'
 LK0542'REFERENCE MARK NO. 2--THE ROD WAS DRIVEN 15 FEET, THE TABLET
 LK0542'STAMPED HARGREAVES ET NO. 2 1971.
 LK0542'
 LK0542'STATION HOLYOKE ET 1971 IS VISIBLE FROM THE GROUND AT THIS
 LK0542'STATION AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS
 LK0542'WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0349 ***********************************************************************
 KM0349  DESIGNATION -  HARLEY
 KM0349  PID         -  KM0349
 KM0349  STATE/COUNTY-  CO/MESA
 KM0349  USGS QUAD   -  BITTER CREEK WELL (1970)
 KM0349
 KM0349                         *CURRENT SURVEY CONTROL
 KM0349  ___________________________________________________________________
 KM0349* NAD 83(1992)-  39 10 32.13000(N)    109 02 04.06465(W)     ADJUSTED  
 KM0349* NAVD 88     -      1637.1    (meters)    5371.     (feet)  VERTCON   
 KM0349  ___________________________________________________________________
 KM0349  LAPLACE CORR-           4.51  (seconds)                    DEFLEC99
 KM0349  GEOID HEIGHT-         -17.88  (meters)                     GEOID03
 KM0349
 KM0349  HORZ ORDER  -  THIRD
 KM0349
 KM0349.The horizontal coordinates were established by classical geodetic methods
 KM0349.and adjusted by the National Geodetic Survey in November 1997..
 KM0349
 KM0349.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0349
 KM0349.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0349
 KM0349.The geoid height was determined by GEOID03.
 KM0349
 KM0349;                    North         East     Units Scale Factor Converg.
 KM0349;SPC CO C     -   459,741.448   609,078.624   MT  0.99993675   -2 13 44.9
 KM0349;SPC CO C     - 1,508,335.07  1,998,285.45   sFT  0.99993675   -2 13 44.9
 KM0349;SPC UT C     - 2,096,443.734   713,017.225   MT  0.99996456   +1 34 45.7
 KM0349;UTM  12      - 4,338,102.533   669,784.673   MT  0.99995495   +1 14 30.9
 KM0349
 KM0349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0349!SPC CO C     -   0.99974602  x   0.99993675  =   0.99968279
 KM0349!SPC UT C     -   0.99974602  x   0.99996456  =   0.99971059
 KM0349!UTM  12      -   0.99974602  x   0.99995495  =   0.99970099
 KM0349
 KM0349|---------------------------------------------------------------------|
 KM0349| PID    Reference Object                     Distance      Geod. Az  |
 KM0349|                                                           dddmmss.s |
 KM0349| CM7396 HARLEY RM 1                           7.675 METERS 06648     |
 KM0349| CM7397 HARLEY RM 2                           9.445 METERS 22104     |
 KM0349| CM7395 HARLEY AZ MK                                       3554742.8 |
 KM0349|---------------------------------------------------------------------|
 KM0349
 KM0349                          SUPERSEDED SURVEY CONTROL
 KM0349
 KM0349  NAD 83(1992)-  39 10 32.11651(N)    109 02 04.05652(W) AD(       ) 3
 KM0349  NAD 83(1986)-  39 10 32.11368(N)    109 02 04.05920(W) AD(       ) 3
 KM0349  NAD 27      -  39 10 32.19200(N)    109 02 01.67100(W) AD(       ) 3
 KM0349  NGVD 29 (07/19/86) 1636.0    (m)         5367.     (f) VERT ANG       
 KM0349
 KM0349.Superseded values are not recommended for survey control.
 KM0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0349.See file dsdata.txt to determine how the superseded data were derived.
 KM0349
 KM0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ6978538103(NAD 83)
 KM0349_MARKER: DS = TRIANGULATION STATION DISK
 KM0349_SETTING: 66 = SET IN ROCK OUTCROP
 KM0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0349+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2005
 KM0349
 KM0349  HISTORY     - Date     Condition        Report By
 KM0349  HISTORY     - 1937     MONUMENTED       CGS
 KM0349  HISTORY     - 1954     GOOD             USGS
 KM0349  HISTORY     - 20050609 GOOD             GEOCAC
 KM0349
 KM0349                          STATION DESCRIPTION
 KM0349
 KM0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KM0349'STATION IS ABOUT 16 MILES WNW (AIRLINE) FROM FRUITA, COLORADO,
 KM0349'AND ABOUT 1.0 MILE E OF THE COLORADO-UTAH STATE LINE.  IT IS
 KM0349'ON THE EASTERNMOST OF THREE SHORT RIDGES THAT LIE ABOUT 2 MILES
 KM0349'SE OF U.S. HIGHWAY 50, AND IS ABOUT 300 YARDS ENE OF HIGHEST
 KM0349'PART OF RIDGE, AND ABOUT 1/4 MILE FROM THE NE END OF THE RIDGE.
 KM0349'IT IS ABOUT 4 METERS FROM THE SOUTHERN RIM OF THE RIDGE, AND
 KM0349'IS SET IN OUTCROP BEDROCK NEARLY FLUSH WITH THE GROUND.  THE
 KM0349'RIDGE IS COVERED WITH SCATTERED SCRUB CEDAR.
 KM0349'
 KM0349'REFERENCE MARK NO. 1 IS A STANDARD DISK WEDGED IN DRILL HOLE
 KM0349'IN OUTCROP BEDROCK NEARLY FLUSH WITH THE GROUND AND IS ABOUT
 KM0349'3 FEET LOWER THAN THE STATION.
 KM0349'
 KM0349'REFERENCE MARK NO. 2 IS A STANDARD DISK WEDGED IN DRILL HOLE
 KM0349'IN OUTCROP BEDROCK ABOUT 1 FOOT ABOVE GROUND AND IS ABOUT 3
 KM0349'FEET LOWER THAN THE STATION.
 KM0349'
 KM0349'AZIMUTH MARK LIES IN THE LOWLAND ABOUT 2 MILES N OF STATION AND
 KM0349'1.7 MILES SW OF U.S. HIGHWAY 50 VIA THE DIRT ROAD.  IT IS 10
 KM0349'METERS E OF THE CENTER LINE OF THE ROAD AND 30 METERS NE OF A FLAT
 KM0349'WASH NOTICEABLE FOR ITS BEDROCK BOTTOM.  MARK IS A STANDARD
 KM0349'DISK CEMENTED IN A DRILL HOLE IN BEDROCK OUTCROP ABOUT 4 FEET
 KM0349'SQUARE AND FLUSH WITH GROUND.  A SMALL ROCK CAIRN MARKS THE
 KM0349'LOCATION.
 KM0349'
 KM0349'TO REACH FROM FRUITA GO 16.8 MILES NW ON U.S. HIGHWAY 50 FROM
 KM0349'THE FRUITA POST OFFICE TO STATE LINE STORE WHICH LIES S OF THE
 KM0349'HIGHWAY.  CONTINUE 1.5 MILES TO A SIDE ROAD AT LEFT WHERE
 KM0349'TELEPHONE LINE LEAVES HIGHWAY 50.  TURN LEFT AND GO 1.7 MILES
 KM0349'ALONG MOST-TRAVELED ROAD THAT PASSES THROUGH AN OLD HIGHWAY CUT,
 KM0349'TO POINT WHERE A SMALL ROCK CAIRN AND HARLEY AZIMUTH MARK LIE
 KM0349'10 METERS LEFT (E) OF THE ROAD.  CONTINUE 1.25 MILES TO FORK,
 KM0349'AND TAKE RIGHT FORK ALONG MOST-TRAVELED ROAD 2.9 MILES,
 KM0349'SWINGING FROM SW TO NNE UP THE RIDGE ALONG THE RIM, TO
 KM0349'IMPASSABLE RIM ROCK.  PACK ENE ALONG THE RIM FOR ABOUT 15
 KM0349'MINUTES, PASSING TWO SLIGHT SADDLES, TO HIGHEST POINT OF
 KM0349'RIDGE AND STATION.
 KM0349'
 KM0349'NOTE--ALL DISTANCES IN FEET OR METERS ARE ACTUAL MEASUREMENTS
 KM0349'IN THE FIELD.
 KM0349
 KM0349                          STATION RECOVERY (1954)
 KM0349
 KM0349'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (LBM)
 KM0349'STATION FOUND AS DESCRIBED, ALL MARKS IN GOOD CONDITION.
 KM0349'
 KM0349'STATION REACHED BY HELICOPTER.  (NO ATTEMPT WAS MADE TO FOLLOW ROUTE
 KM0349'DESCRIPTION TO STATION.)
 KM0349
 KM0349                          STATION RECOVERY (2005)
 KM0349
 KM0349'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0349'NEW DIRECTIONS TO GET TO STATION, INTERSTATE HIGHWAY 70 CONSTRUCTION
 KM0349'HAS BLOCKED ROADS DESCRIBED. MACINNES CANYONS RECREATION AREA HAS
 KM0349'CLOSED MOST OTHER TWO TRACK ROADS. FROM I-70 TAKE THE RABBIT VALLEY
 KM0349'EXIT AND ENTER THE MACINNES RECREATION AREA. KEEP TO THE RIGHT HAND
 KM0349'ROADS UNTIL IT DEAD ENDS AT A CAMP GROUND .6 MILES FROM MARK ABOUT 45
 KM0349'MINUTE PACK TO TOP OF RIDGE.
 KM0349'RM1 N 39 10 32.3 W 109 02 03.8
 KM0349'RM2 N 39 10 31.9 W 109 02 04.3
 KM0349'AZ  N 39 12 13.7 W 109 02 13.7
 KM0349'ALL COORDINATES NAD 83
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0604 ***********************************************************************
 LK0604  DESIGNATION -  HARMON ET
 LK0604  PID         -  LK0604
 LK0604  STATE/COUNTY-  CO/LOGAN
 LK0604  USGS QUAD   -  UHLER RANCH (1962)
 LK0604
 LK0604                         *CURRENT SURVEY CONTROL
 LK0604  ___________________________________________________________________
 LK0604* NAD 83(1992)-  40 38 49.90662(N)    102 56 31.56466(W)     ADJUSTED  
 LK0604* NAVD 88     -      1343.     (meters)    4406.     (feet)  SCALED    
 LK0604  ___________________________________________________________________
 LK0604  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 LK0604  GEOID HEIGHT-         -19.99  (meters)                     GEOID03
 LK0604
 LK0604  HORZ ORDER  -  THIRD
 LK0604
 LK0604.The horizontal coordinates were established by classical geodetic methods
 LK0604.and adjusted by the National Geodetic Survey in January 1993..
 LK0604
 LK0604.The orthometric height was scaled from a topographic map.
 LK0604
 LK0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0604
 LK0604.The geoid height was determined by GEOID03.
 LK0604
 LK0604;                    North         East     Units Scale Factor Converg.
 LK0604;SPC CO N     -   453,803.200 1,130,720.382   MT  0.99998074   +1 39 09.9
 LK0604;SPC CO N     - 1,488,852.67  3,709,705.12   sFT  0.99998074   +1 39 09.9
 LK0604;UTM  13      - 4,501,629.637   673,997.732   MT  0.99997266   +1 20 27.1
 LK0604
 LK0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0604!SPC CO N     -   0.99979257  x   0.99998074  =   0.99977332
 LK0604!UTM  13      -   0.99979257  x   0.99997266  =   0.99976524
 LK0604
 LK0604:                Primary Azimuth Mark                     Grid Az
 LK0604:SPC CO N     -  MING ET                                  083 12 04.3
 LK0604:UTM  13      -  MING ET                                  083 30 47.1
 LK0604
 LK0604|---------------------------------------------------------------------|
 LK0604| PID    Reference Object                     Distance      Geod. Az  |
 LK0604|                                                           dddmmss.s |
 LK0604| LK0602 MING ET                             APPROX. 5.5 KM 0845114.2 |
 LK0604|---------------------------------------------------------------------|
 LK0604
 LK0604                          SUPERSEDED SURVEY CONTROL
 LK0604
 LK0604  NAD 83(1986)-  40 38 49.90105(N)    102 56 31.56473(W) AD(       ) 3
 LK0604  NAD 27      -  40 38 49.94310(N)    102 56 29.86220(W) AD(       ) 3
 LK0604
 LK0604.Superseded values are not recommended for survey control.
 LK0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0604.See file dsdata.txt to determine how the superseded data were derived.
 LK0604
 LK0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF7399801630(NAD 83)
 LK0604
 LK0604  HISTORY     - Date     Condition        Report By
 LK0604  HISTORY     - 1960     MONUMENTED       USGS
 LK0604  HISTORY     - 1962     GOOD             USGS
 LK0604
 LK0604                          STATION DESCRIPTION
 LK0604
 LK0604'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LK0604'STATION IS LOCATED ABOUT 17 MI. E. OF STERLING AND ABOUT 6 MI. WSW.
 LK0604'OF FLEMING, ON A GRASSY HILLTOP, IN PASTURE OF HARMON, IN THE SE.
 LK0604'1/4 OF SEC. 22, T 8 N, R 50 W.  STATION IS ON HIGHEST GROUND IN THE
 LK0604'VICINITY.
 LK0604'
 LK0604'TO REACH HARMON FROM FLEMING, GO W. ON U.S. HIGHWAY 6 FOR 6 MI. TO A
 LK0604'CROSSROADS, TURN LEFT (S.) ON A GRAVELED RD. 2.5 MI., TURN LEFT (E.)
 LK0604'ON FIELD RD. AND GO 0.5 MI. TO WIRE GATE, PASS THROUGH GATE AND TURN
 LK0604'LEFT (NE.) AND GO 0.1 MI. ACROSS PASTURE TO TOP OF HILL AND STATION.
 LK0604'STATION IS ON HIGHEST GROUND IN THE VICINITY.
 LK0604'
 LK0604'THE STATION WAS RECOVERED IN GOOD CONDITION.
 LK0604'
 LK0604'STATION MARK--STANDARD TABLET, STAMPED ---HARMON E.T. 1960---, SET
 LK0604'INTO THE TOP OF A CONCRETE POST.
 LK0604'
 LK0604'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0588 ***********************************************************************
 LN0588  DESIGNATION -  HARPER
 LN0588  PID         -  LN0588
 LN0588  STATE/COUNTY-  CO/MOFFAT
 LN0588  USGS QUAD   -  JONES HOLE (1977)
 LN0588
 LN0588                         *CURRENT SURVEY CONTROL
 LN0588  ___________________________________________________________________
 LN0588* NAD 83(1992)-  40 30 35.48852(N)    109 03 00.51761(W)     ADJUSTED  
 LN0588* NAVD 88     -      2375.4    (meters)    7793.     (feet)  VERTCON   
 LN0588  ___________________________________________________________________
 LN0588  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 LN0588  GEOID HEIGHT-         -15.69  (meters)                     GEOID03
 LN0588
 LN0588  HORZ ORDER  -  FIRST
 LN0588
 LN0588.The horizontal coordinates were established by classical geodetic methods
 LN0588.and adjusted by the National Geodetic Survey in November 1997..
 LN0588
 LN0588.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0588
 LN0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0588
 LN0588.The geoid height was determined by GEOID03.
 LN0588
 LN0588;                    North         East     Units Scale Factor Converg.
 LN0588;SPC CO N     -   441,454.818   613,598.422   MT  0.99996705   -2 17 37.9
 LN0588;SPC CO N     - 1,448,339.68  2,013,114.16   sFT  0.99996705   -2 17 37.9
 LN0588;SPC UT C     - 2,244,485.036   707,605.857   MT  0.99996815   +1 34 09.6
 LN0588;UTM  12      - 4,486,175.303   665,199.695   MT  0.99993594   +1 16 00.7
 LN0588
 LN0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0588!SPC CO N     -   0.99962996  x   0.99996705  =   0.99959703
 LN0588!SPC UT C     -   0.99962996  x   0.99996815  =   0.99959813
 LN0588!UTM  12      -   0.99962996  x   0.99993594  =   0.99956593
 LN0588
 LN0588|---------------------------------------------------------------------|
 LN0588| PID    Reference Object                     Distance      Geod. Az  |
 LN0588|                                                           dddmmss.s |
 LN0588| CP5515 HARPER RM 2                           4.733 METERS 07037     |
 LN0588| CP5513 HARPER AZ MK                                       2321521.1 |
 LN0588| CP5514 HARPER RM 1                           4.433 METERS 29916     |
 LN0588|---------------------------------------------------------------------|
 LN0588
 LN0588                          SUPERSEDED SURVEY CONTROL
 LN0588
 LN0588  NAD 83(1992)-  40 30 35.48538(N)    109 03 00.51096(W) AD(       ) 1
 LN0588  NAD 83(1992)-  40 30 35.47275(N)    109 03 00.50592(W) AD(       ) 1
 LN0588  NAD 83(1986)-  40 30 35.47248(N)    109 03 00.50587(W) AD(       ) 1
 LN0588  NAD 27      -  40 30 35.60300(N)    109 02 58.07400(W) AD(       ) 1
 LN0588  NGVD 29 (07/19/86) 2374.1    (m)         7789.     (f) VERT ANG       
 LN0588
 LN0588.Superseded values are not recommended for survey control.
 LN0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0588.See file dsdata.txt to determine how the superseded data were derived.
 LN0588
 LN0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK6520086175(NAD 83)
 LN0588_MARKER: DD = SURVEY DISK
 LN0588_SETTING: 66 = SET IN ROCK OUTCROP
 LN0588_SP_SET: PARTIALLY EXPOSED BEDROCK
 LN0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0588+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2006
 LN0588
 LN0588  HISTORY     - Date     Condition        Report By
 LN0588  HISTORY     - 1946     MONUMENTED       USGS
 LN0588  HISTORY     - 1952     SEE DESCRIPTION  USGS
 LN0588  HISTORY     - 20060519 GOOD             GEOCAC
 LN0588
 LN0588                          STATION DESCRIPTION
 LN0588
 LN0588'DESCRIBED BY US GEOLOGICAL SURVEY 1946 (DHK)
 LN0588'STATION IS LOCATED ON A HIGH SAGE BRUSH COVERED RIDGE, WITH
 LN0588'A FEW SCATTERED JUNIPERS, WHICH IS LOCALLY KNOWN AS HARPERS
 LN0588'CORNER.  ABOUT 18.0 MILES AIRLINE NORTHEAST OF JENSEN.  ABOUT
 LN0588'3.7 MILES SOUTHWEST OF JUNCTIONS OF GREEN RIVER AND THE YAMPA
 LN0588'RIVERS, AND NEARLY ON THE UTAH-COLORADO STATE LINE, ON OPEN
 LN0588'RIDGE.  8 PACES SOUTH OF HIGHEST POINT, SET IN BEDROCK
 LN0588'FLUSH WITH GROUND SURFACE, STAMPED HARPER 1939.  A USGS
 LN0588'BRONZE DISK.
 LN0588'
 LN0588'REFERENCE MARK NO. 1 IS A USGS BRONZE DISK, IT IS WEST NORTHWEST
 LN0588'OF STATION AND APPROX. 10 INCHES HIGHER, SET IN BEDROCK
 LN0588'FLUSH WITH GROUND SURFACE, STAMPED HARPER NO. 1.
 LN0588'
 LN0588'REFERENCE MARK NO. 2 IS USGS BRONZE DISK, IT IS EAST-NORTHEAST
 LN0588'OF AND APPROX. 6 INCHES LOWER THAN STATION, SET IN OUT CROPPING
 LN0588'BEDROCK FLUSH WITH GROUND SURFACE, STAMPED HARPER NO. 2.
 LN0588'
 LN0588'THE AZIMUTH MARK IS APPROX. 0.5 MILE SOUTHWEST OF STATION.
 LN0588'14 PACES WEST-SOUTHWEST OF NORTHEAST BREAK OF HILL, 6 PACES
 LN0588'NORTHEAST OF CENTERLINE OF ROAD TO STATION, SET IN BOULDER
 LN0588'WHICH PROJECTS APPROX. 4 INCHES, STAMPED HARPER USGS 1946.
 LN0588'
 LN0588'TO REACH FROM JENSEN AND THE GREEN RIVER BRIDGE ON HIGHWAY
 LN0588'U.S. 40.  GO EAST ON U.S. 40 FOR 11.9 MILES TO ROAD LEFT
 LN0588'(OLD HIGHWAY).  TURN LEFT ACROSS DRAW, AND CONTINUE ON MAIN
 LN0588'TRAVELED ROAD FOR 11.3 MILES TO SUMMIT AND FORK.  TAKE LEFT
 LN0588'FORK, AND CONTINUE ON MAIN TRAVELED ROAD FOR 4.35 MILES TO
 LN0588'Y.  TAKE LEFT FORK FOR 0.25 MILE TO Y.  TAKE LEFT FORK FOR
 LN0588'0.9 MILE TO THREE FORKS.  TAKE RIGHT FORK FOR 0.8 MILE TO
 LN0588'FORK.  TAKE LEFT FORK MAIN TRAVELED ROAD FOR 1.4 MILE TO
 LN0588'POND ON LEFT.  CONTINUE FOR 1.5 MILES TO Y.  TAKE RIGHT FORK
 LN0588'MAIN TRAVELED ROAD FOR 3.1 MILES TO FORK, JUST AFTER PASSING
 LN0588'THROUGH GATE.  TAKE RIGHT FORK MAIN BLADED ROAD FOR 0.4
 LN0588'MILE TO FORK AND END OF BLADED ROAD AT SIGN DINOSAUR
 LN0588'NATIONAL MONUMENT AND FIRE GUARD HOUSE ON LEFT.  CONTINUE
 LN0588'STRAIGHT AHEAD FOR 1.3 MILE TO FORK.  TAKE LEFT FORK,
 LN0588'DOWN HILL FOR 1.9 MILE TO DIM TRACK ROAD RIGHT, JUST
 LN0588'BEFORE REACHING FENCE LINE AND GATE.  TURN RIGHT, AND
 LN0588'FOLLOW DIM ROAD FOR 1.75 MILE IN SOUTHEASTERLY
 LN0588'DIRECTION UP RIDGE TO HIGHEST POINT AND STATION SITE.  A
 LN0588'DRIVE STATION.
 LN0588
 LN0588                          STATION RECOVERY (1952)
 LN0588
 LN0588'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 LN0588'JENSEN, UTAH, 15 MI. E. AND 9.5 MI. N. OF, ON SMALL KNOLL AT SW. END
 LN0588'OF POINT KNOWN AS --HARPERS CORNERS--, IN SE. 1/4 SEC. 36, T 3 S,
 LN0588'R 25 E, 650 FT. FROM CLOSING CORNER SEC. 36, T 3 S, R 24 E AND SEC. 1,
 LN0588'T 4 S, R 24 E.
 LN0588'
 LN0588'RECOVERED IN GOOD CONDITION.
 LN0588'
 LN0588'STATION MARK--STANDARD BRONZE TABLET CEMENTED IN SOLID ROCK, STAMPED
 LN0588'---HARPER 1939---.
 LN0588'
 LN0588'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET CEMENTED IN SOLID ROCK
 LN0588'WNW. OF STATION, STAMPED ---HARPER NO. 1---.
 LN0588'
 LN0588'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET CEMENTED IN SOLID ROCK
 LN0588'ENE. OF STATION, STAMPED ---HARPER NO. 2---.
 LN0588
 LN0588                          STATION RECOVERY (2006)
 LN0588
 LN0588'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LN0588'FOUND THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 IN
 LN0588'GOOD CONDITION AND ABOUT 0.11 MILES NORTH OF THE CENTERLINE OF HARPERS
 LN0588'CORNER ROAD.  SEARCHED FOR BUT COULD NOT FIND THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2471 ***********************************************************************
 AB2471  DESIGNATION -  HARRINGTON
 AB2471  PID         -  AB2471
 AB2471  STATE/COUNTY-  CO/EAGLE
 AB2471  USGS QUAD   -  DOTSERO (1987)
 AB2471
 AB2471                         *CURRENT SURVEY CONTROL
 AB2471  ___________________________________________________________________
 AB2471* NAD 83(1992)-  39 38 45.96608(N)    107 01 03.61530(W)     ADJUSTED  
 AB2471* NAVD 88     -      1895.8    (meters)    6220.     (feet)  GPS OBS   
 AB2471  ___________________________________________________________________
 AB2471  X           -  -1,439,721.139 (meters)                     COMP
 AB2471  Y           -  -4,703,926.388 (meters)                     COMP
 AB2471  Z           -   4,049,007.762 (meters)                     COMP
 AB2471  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AB2471  ELLIP HEIGHT-        1881.96  (meters)          (12/03/02) GPS OBS
 AB2471  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 AB2471
 AB2471  HORZ ORDER  -  FIRST
 AB2471  ELLP ORDER  -  FOURTH    CLASS II
 AB2471
 AB2471.The horizontal coordinates were established by GPS observations
 AB2471.and adjusted by the National Geodetic Survey in March 1996..
 AB2471
 AB2471.The orthometric height was determined by GPS observations and a
 AB2471.high-resolution geoid model.
 AB2471
 AB2471.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2471
 AB2471.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2471
 AB2471.The ellipsoidal height was determined by GPS observations
 AB2471.and is referenced to NAD 83.
 AB2471
 AB2471.The geoid height was determined by GEOID03.
 AB2471
 AB2471;                    North         East     Units Scale Factor Converg.
 AB2471;SPC CO C     -   507,124.465   784,144.013   MT  0.99998110   -0 57 25.8
 AB2471;SPC CO C     - 1,663,790.85  2,572,645.82   sFT  0.99998110   -0 57 25.8
 AB2471;UTM  13      - 4,390,424.508   326,879.679   MT  0.99996900   -1 17 15.7
 AB2471
 AB2471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2471!SPC CO C     -   0.99970484  x   0.99998110  =   0.99968594
 AB2471!UTM  13      -   0.99970484  x   0.99996900  =   0.99967385
 AB2471
 AB2471                          SUPERSEDED SURVEY CONTROL
 AB2471
 AB2471  ELLIP H (03/28/96) 1881.95   (m)                       GP(       ) 1 2
 AB2471
 AB2471.Superseded values are not recommended for survey control.
 AB2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2471.See file dsdata.txt to determine how the superseded data were derived.
 AB2471
 AB2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD2688090425(NAD 83)
 AB2471_MARKER: I = METAL ROD
 AB2471_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB2471_STAMPING: HARRINGTON 1994
 AB2471_MARK LOGO: NGS   
 AB2471_PROJECTION: FLUSH
 AB2471_MAGNETIC: I = MARKER IS A STEEL ROD
 AB2471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2471+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1998
 AB2471_ROD/PIPE-DEPTH: 5.4  meters
 AB2471_SLEEVE-DEPTH  : 0.9 meters
 AB2471
 AB2471  HISTORY     - Date     Condition        Report By
 AB2471  HISTORY     - 1994     MONUMENTED       NGS
 AB2471  HISTORY     - 19980923 GOOD             MSI
 AB2471
 AB2471                          STATION DESCRIPTION
 AB2471
 AB2471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RSC)
 AB2471'THE STATION IS LOCATED ABOUT 3.2 MI (5.15 KM) WEST OF GYPSUM, 2.3 MI
 AB2471'(3.70 KM) EAST OF DOTSERO, 1.3 MI (2.09 KM) SOUTHEAST OF DOTSERO
 AB2471'CRATER, IN THE NORTHEAST 1/4 OF SECTION 3, T 5 S, R 86 W, AT
 AB2471'INTERSTATE 70 MILEPOST 136. OWNERSHIP--COLORADO DEPT. OF
 AB2471'TRANSPORTATION.
 AB2471' 
 AB2471'TO REACH THE STATION FROM INTERSTATE 70 EXIT 140 IN GYPSUM, GO SOUTH
 AB2471'FROM THE OVERPASS FOR 0.15 MI (0.24 KM) TO THE SOUTHERN FRONTAGE ROAD
 AB2471', OLD U. S. HIGHWAY 6.  TURN RIGHT, WEST, ON THE SOUTHERN FRONTAGE
 AB2471'ROAD FOR 3.6 MI (5.79 KM) TO THE STATION ON THE LEFT.
 AB2471' 
 AB2471'THE MARK IS A PUNCH MARK ON A STAINLESS STEEL ROD, ENCASED IN A GREASE
 AB2471'FILLED PVC PIPE, UNDER AN ALUMINUM LOGO CAP ON A PVC PIPE WITH A
 AB2471'CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 63.8 M (209.32 FT)
 AB2471'WEST-SOUTHWEST OF A CENTER OF A GATE TO PRIVATE DRIVEWAY NUMBER 6024,
 AB2471'46.5 M (152.56 FT) SOUTHEAST OF MILEPOST 136, 35.75 M (117.29 FT)
 AB2471'SOUTHEAST OF A 24-INCH METAL CULVERT, 16.0 M (52.49 FT) SOUTHEAST OF
 AB2471'THE CENTERLINE OF THE SOUTHERN FRONTAGE ROAD, 1.4 M (4.59 FT)
 AB2471'NORTHWEST OF THE RIGHT-OF-WAY FENCE, 1.05 M (3.44 FT) EAST NORTHEAST
 AB2471'OF A WITNESS POST, 1.0 M (3.28 FT) SOUTHWEST OF A WITNESS POST AND
 AB2471'ABOUT LEVEL WITH INTERSTATE 70.
 AB2471
 AB2471                          STATION RECOVERY (1998)
 AB2471
 AB2471'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1998 (PD)
 AB2471'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0448 ***********************************************************************
 KM0448  DESIGNATION -  HARRIS
 KM0448  PID         -  KM0448
 KM0448  STATE/COUNTY-  CO/MESA
 KM0448  USGS QUAD   -  MESA (1955)
 KM0448
 KM0448                         *CURRENT SURVEY CONTROL
 KM0448  ___________________________________________________________________
 KM0448* NAD 83(1992)-  39 12 58.13084(N)    108 10 36.62851(W)     ADJUSTED  
 KM0448* NAVD 88     -      2011.5    (meters)    6599.     (feet)  VERTCON   
 KM0448  ___________________________________________________________________
 KM0448  LAPLACE CORR-           3.66  (seconds)                    DEFLEC99
 KM0448  GEOID HEIGHT-         -16.26  (meters)                     GEOID03
 KM0448
 KM0448  HORZ ORDER  -  THIRD
 KM0448
 KM0448.The horizontal coordinates were established by classical geodetic methods
 KM0448.and adjusted by the National Geodetic Survey in January 1993..
 KM0448
 KM0448.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0448
 KM0448.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0448
 KM0448.The geoid height was determined by GEOID03.
 KM0448
 KM0448;                    North         East     Units Scale Factor Converg.
 KM0448;SPC CO C     -   461,708.882   683,271.666   MT  0.99993792   -1 41 17.7
 KM0448;SPC CO C     - 1,514,789.89  2,241,700.46   sFT  0.99993792   -1 41 17.7
 KM0448;UTM  12      - 4,344,561.414   743,736.728   MT  1.00033154   +1 47 08.9
 KM0448
 KM0448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0448!SPC CO C     -   0.99968706  x   0.99993792  =   0.99962500
 KM0448!UTM  12      -   0.99968706  x   1.00033154  =   1.00001850
 KM0448
 KM0448                          SUPERSEDED SURVEY CONTROL
 KM0448
 KM0448  NAD 83(1986)-  39 12 58.12757(N)    108 10 36.61854(W) AD(       ) 3
 KM0448  NGVD 29 (05/18/92) 2010.4    (m)         6596.     (f) VERT ANG       
 KM0448
 KM0448.Superseded values are not recommended for survey control.
 KM0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0448.See file dsdata.txt to determine how the superseded data were derived.
 KM0448
 KM0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ4373744561(NAD 83)
 KM0448_MARKER: DD = SURVEY DISK
 KM0448_SETTING: 66 = SET IN ROCK OUTCROP
 KM0448_SP_SET: SET IN ROCK OUTCROP
 KM0448_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0448+STABILITY: POSITION/ELEVATION WELL
 KM0448
 KM0448  HISTORY     - Date     Condition        Report By
 KM0448  HISTORY     - 1953     MONUMENTED       USGS
 KM0448
 KM0448                          STATION DESCRIPTION
 KM0448
 KM0448'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 KM0448'STATION LOCATED ABOUT 4 MI. N. AND 2 MI. W. OF MESA, COLORADO, ON
 KM0448'THE HIGHEST MOUNTAIN IN THE VICINITY.  STATION IS ON THE HIGHEST
 KM0448'POINT OF THE MOUNTAIN.
 KM0448'
 KM0448'TO REACH STATION FROM MESA POST OFFICE, PROCEED N. ON STATE HIGHWAY
 KM0448'65 1.8 MI. TO JUNCTION WITH STATE HIGHWAY 330, CONTINUE ON HIGHWAY
 KM0448'65 0.3 MI. TO JUNCTION WITH DIRT RD. GOING TO DEBEQUE, COLORADO,
 KM0448'TURN RIGHT AND PROCEED ON DIRT RD. IN A NORTHERLY DIRECTION 4.9 MI.
 KM0448'TO FIELD RD. LEFT, TURN LEFT AND FOLLOW FIELD RD. 1.3 MI. TO A SUMMIT
 KM0448'OF RD., STATION IS ABOUT 1 MI. SE. OF THIS POINT, LEAVE RD. AND
 KM0448'PROCEED IN A SE. DIRECTION 0.2 MI. TO BASE OF MOUNTAIN AND END OF
 KM0448'TRUCK TRAVEL.  ABOUT A 40-MINUTE PACK.
 KM0448'
 KM0448'STATION MARK--STANDARD TABLET SET IN ROCK, PROJECTING ABOUT 4 IN.
 KM0448'ABOVE GROUND, STAMPED ---HARRIS 1953---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4276 ***********************************************************************
 AE4276  DESIGNATION -  HARRIS
 AE4276  PID         -  AE4276
 AE4276  STATE/COUNTY-  CO/EL PASO
 AE4276  USGS QUAD   -  CALHAN (1970)
 AE4276
 AE4276                         *CURRENT SURVEY CONTROL
 AE4276  ___________________________________________________________________
 AE4276* NAD 83(1992)-  39 07 13.15953(N)    104 16 26.22714(W)     ADJUSTED  
 AE4276* NAVD 88     -      1958.8    (meters)    6426.     (feet)  GPS OBS   
 AE4276  ___________________________________________________________________
 AE4276  X           -  -1,222,046.120 (meters)                     COMP
 AE4276  Y           -  -4,803,400.649 (meters)                     COMP
 AE4276  Z           -   4,003,913.365 (meters)                     COMP
 AE4276  LAPLACE CORR-          -5.36  (seconds)                    DEFLEC99
 AE4276  ELLIP HEIGHT-        1940.33  (meters)          (12/03/02) GPS OBS
 AE4276  GEOID HEIGHT-         -18.40  (meters)                     GEOID03
 AE4276
 AE4276  HORZ ORDER  -  FIRST
 AE4276  ELLP ORDER  -  FOURTH    CLASS II
 AE4276
 AE4276.The horizontal coordinates were established by GPS observations
 AE4276.and adjusted by the National Geodetic Survey in October 1997..
 AE4276
 AE4276.The orthometric height was determined by GPS observations and a
 AE4276.high-resolution geoid model.
 AE4276
 AE4276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4276
 AE4276.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4276
 AE4276.The ellipsoidal height was determined by GPS observations
 AE4276.and is referenced to NAD 83.
 AE4276
 AE4276.The geoid height was determined by GEOID03.
 AE4276
 AE4276;                    North         East     Units Scale Factor Converg.
 AE4276;SPC CO C     -   448,381.118 1,020,419.836   MT  0.99993597   +0 46 23.7
 AE4276;SPC CO C     - 1,471,063.72  3,347,827.41   sFT  0.99993597   +0 46 23.7
 AE4276;UTM  13      - 4,330,379.909   562,763.498   MT  0.99964850   +0 27 29.2
 AE4276
 AE4276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4276!SPC CO C     -   0.99969567  x   0.99993597  =   0.99963166
 AE4276!UTM  13      -   0.99969567  x   0.99964850  =   0.99934427
 AE4276
 AE4276                          SUPERSEDED SURVEY CONTROL
 AE4276
 AE4276  ELLIP H (10/31/97) 1940.34   (m)                       GP(       ) 4 1
 AE4276
 AE4276.Superseded values are not recommended for survey control.
 AE4276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4276.See file dsdata.txt to determine how the superseded data were derived.
 AE4276
 AE4276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED6276330380(NAD 83)
 AE4276_MARKER: DH = HORIZONTAL CONTROL DISK
 AE4276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4276_STAMPING: HARRIS 1996
 AE4276_MARK LOGO: NGS   
 AE4276_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE4276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4276+STABILITY: SURFACE MOTION
 AE4276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4276+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4276
 AE4276  HISTORY     - Date     Condition        Report By
 AE4276  HISTORY     - 1996     MONUMENTED       NGS
 AE4276
 AE4276                          STATION DESCRIPTION
 AE4276
 AE4276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE4276'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) NORTH-NORTHEAST FROM
 AE4276'CALHAN, 6 MI (9.7 KM) WEST FROM RAMAH AND 0.5 MI (0.8 KM) SOUTH FROM
 AE4276'THE ELBERT-EL PASO COUNTY LINE, IN THE NORTHEAST 1/4 OF SECTION 1, T
 AE4276'11 S, R 62 W.  OWNERSHIP--EL PASO COUNTY ROAD RIGHT-OF-WAY  TO REACH
 AE4276'THE STATION, GO TO THE INTERSECTION OF RAMAH ROAD AND MIKITA ROAD.
 AE4276'TURN NORTH ON MIKITA ROAD FOR 0.5 MI (0.8 KM) TO THE END OF MIKITA
 AE4276'ROAD AND THE STATION  THE MARK IS A STANDARD DISK SET IN A 50 CM ROUND
 AE4276'CONCRETE POST, PROJECTING 5 CM ABOVE THE GROUND.  IT IS 12.0 M (39.4
 AE4276'FT) WEST-NORTHWEST FROM A FENCE CORNER NUMBER 20015, 5.3 M (17.4 FT)
 AE4276'NORTH-NORTHWEST FROM A SECTION CORNER STAMPED--1/4 S1/S6 RLS 1939--,
 AE4276'4.5 M (14.8 FT) WEST FROM THE EXTENDED CENTER OF THE ROAD, 0.5 M (1.6
 AE4276'FT) SOUTH FROM A FENCE AND WITNESS POST AND ABOUT 30 CM ABOVE THE
 AE4276'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1244 ***********************************************************************
 LL1244  DESIGNATION -  HARRISON 2
 LL1244  PID         -  LL1244
 LL1244  STATE/COUNTY-  CO/WELD
 LL1244  USGS QUAD   -  BRACEWELL (1980)
 LL1244
 LL1244                         *CURRENT SURVEY CONTROL
 LL1244  ___________________________________________________________________
 LL1244* NAD 83(1992)-  40 22 33.27454(N)    104 50 08.23303(W)     ADJUSTED  
 LL1244* NAVD 88     -      1542.     (meters)    5059.     (feet)  SCALED    
 LL1244  ___________________________________________________________________
 LL1244  LAPLACE CORR-          -8.58  (seconds)                    DEFLEC99
 LL1244  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 LL1244
 LL1244  HORZ ORDER  -  THIRD
 LL1244
 LL1244.The horizontal coordinates were established by classical geodetic methods
 LL1244.and adjusted by the National Geodetic Survey in January 1993..
 LL1244
 LL1244.The orthometric height was scaled from a topographic map.
 LL1244
 LL1244.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1244
 LL1244.The geoid height was determined by GEOID03.
 LL1244
 LL1244;                    North         East     Units Scale Factor Converg.
 LL1244;SPC CO N     -   420,770.467   970,820.620   MT  0.99995923   +0 25 45.4
 LL1244;SPC CO N     - 1,380,477.77  3,185,100.65   sFT  0.99995923   +0 25 45.4
 LL1244;UTM  13      - 4,469,493.832   513,954.162   MT  0.99960240   +0 06 23.3
 LL1244
 LL1244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1244!SPC CO N     -   0.99976097  x   0.99995923  =   0.99972021
 LL1244!UTM  13      -   0.99976097  x   0.99960240  =   0.99936346
 LL1244
 LL1244:                Primary Azimuth Mark                     Grid Az
 LL1244:SPC CO N     -  BEACON 3                                 274 17 54.8
 LL1244:UTM  13      -  BEACON 3                                 274 37 16.9
 LL1244
 LL1244|---------------------------------------------------------------------|
 LL1244| PID    Reference Object                     Distance      Geod. Az  |
 LL1244|                                                           dddmmss.s |
 LL1244| LL1245 BEACON 3                            APPROX. 3.1 KM 2744340.2 |
 LL1244|---------------------------------------------------------------------|
 LL1244
 LL1244                          SUPERSEDED SURVEY CONTROL
 LL1244
 LL1244  NAD 83(1986)-  40 22 33.26163(N)    104 50 08.23113(W) AD(       ) 3
 LL1244  NAD 27      -  40 22 33.32543(N)    104 50 06.33862(W) AD(       ) 3
 LL1244
 LL1244.Superseded values are not recommended for survey control.
 LL1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1244.See file dsdata.txt to determine how the superseded data were derived.
 LL1244
 LL1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE1395469494(NAD 83)
 LL1244
 LL1244  HISTORY     - Date     Condition        Report By
 LL1244  HISTORY     - 1948     MONUMENTED       USGS
 LL1244  HISTORY     - 1950     MARK NOT FOUND   USGS
 LL1244
 LL1244                          STATION DESCRIPTION
 LL1244
 LL1244'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (MEP)
 LL1244'NOTE--USGS STATION ---HARRISON--- WAS SEARCHED FOR BUT WAS NOT
 LL1244'RECOVERED.  A NEW USGS STATION MARK WAS SET AND IS DESCRIBED AS
 LL1244'FOLLOWS
 LL1244'
 LL1244'STATION IS LOCATED ABOUT 8 MI. (AIRLINE) SE. OF WINDSOR, ON A KNOLL,
 LL1244'IN THE NE. 1/4 OF SEC. 25, T 5 N, R 67 W.
 LL1244'
 LL1244'TO REACH FROM JOHNSTOWN, DRIVE E. ON COLORADO HIGHWAY 60 FOR 2.0 MI.
 LL1244'TO JUNCTION, TURN LEFT (N.) ON COLORADO HIGHWAY 257 FOR 3.2 MI. TO
 LL1244'CROSSROADS, TURN RIGHT (E.) ON DIRT RD. FOR 1.8 MI.  STATION LOCATED
 LL1244'APPROXIMATELY 650 FT. S. OF CENTERLINE OF RD.
 LL1244'
 LL1244'REPORTED DESTROYED.  (THE UNDERGROUND NOTE NOT IN THE DESCRIPTION
 LL1244'AVAILABLE TO M.E.P.)  DOUBTFUL AS TO BEING DESTROYED.
 LL1244'
 LL1244'STATION MARK--STANDARD TABLET, STAMPED ---HARRISON NO. 2 1948---, SET
 LL1244'IN CONCRETE POST, BURIED APPROXIMATELY 2 FT. BELOW SURFACE.
 LL1244'(DESTROYED - M.E.P. 4/50) - SEE NOTE ON MULTILITH.
 LL1244'
 LL1244'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED
 LL1244'---HARRISON NO. 1 1948---, SET IN CONCRETE POST, 654.0 FT. FROM
 LL1244'STATION MARK, S 00 DEG 30 MIN W.
 LL1244'
 LL1244'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED
 LL1244'---HARRISON NO. 2 1948---, SET IN CONCRETE POST, 962.3 FT. FROM
 LL1244'STATION MARK, N 89 DEG 05 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0728 ***********************************************************************
 JL0728  DESIGNATION -  HARRY
 JL0728  PID         -  JL0728
 JL0728  STATE/COUNTY-  CO/GUNNISON
 JL0728  USGS QUAD   -  FLAT TOP (1964)
 JL0728
 JL0728                         *CURRENT SURVEY CONTROL
 JL0728  ___________________________________________________________________
 JL0728* NAD 83(1992)-  38 38 03.96631(N)    106 59 12.07481(W)     ADJUSTED  
 JL0728* NAVD 88     -      2777.0    (meters)    9111.     (feet)  VERTCON   
 JL0728  ___________________________________________________________________
 JL0728  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 JL0728  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 JL0728
 JL0728  HORZ ORDER  -  THIRD
 JL0728
 JL0728.The horizontal coordinates were established by classical geodetic methods
 JL0728.and adjusted by the National Geodetic Survey in January 1993..
 JL0728
 JL0728.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0728
 JL0728.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0728
 JL0728.The geoid height was determined by GEOID03.
 JL0728
 JL0728;                    North         East     Units Scale Factor Converg.
 JL0728;SPC CO C     -   394,787.880   784,965.186   MT  0.99996886   -0 56 15.5
 JL0728;SPC CO C     - 1,295,233.24  2,575,339.95   sFT  0.99996886   -0 56 15.5
 JL0728;UTM  13      - 4,278,082.905   327,079.830   MT  0.99996823   -1 14 26.5
 JL0728
 JL0728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0728!SPC CO C     -   0.99956669  x   0.99996886  =   0.99953556
 JL0728!UTM  13      -   0.99956669  x   0.99996823  =   0.99953493
 JL0728
 JL0728:                Primary Azimuth Mark                     Grid Az
 JL0728:SPC CO C     -  MCINTOSH                                 201 02 22.4
 JL0728:UTM  13      -  MCINTOSH                                 201 20 33.4
 JL0728
 JL0728|---------------------------------------------------------------------|
 JL0728| PID    Reference Object                     Distance      Geod. Az  |
 JL0728|                                                           dddmmss.s |
 JL0728| JL0745 MCINTOSH                            APPROX. 7.0 KM 2000606.9 |
 JL0728|---------------------------------------------------------------------|
 JL0728
 JL0728                          SUPERSEDED SURVEY CONTROL
 JL0728
 JL0728  NAD 83(1986)-  38 38 03.96486(N)    106 59 12.08524(W) AD(       ) 3
 JL0728  NAD 27      -  38 38 03.99811(N)    106 59 09.91631(W) AD(       ) 3
 JL0728  NGVD 29 (07/19/86) 2775.4    (m)         9106.     (f) VERT ANG       
 JL0728
 JL0728.Superseded values are not recommended for survey control.
 JL0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0728.See file dsdata.txt to determine how the superseded data were derived.
 JL0728
 JL0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC2708078083(NAD 83)
 JL0728_MARKER: DD = SURVEY DISK
 JL0728_SETTING: 80 = SET IN A BOULDER
 JL0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0728+STABILITY: SURFACE MOTION
 JL0728
 JL0728  HISTORY     - Date     Condition        Report By
 JL0728  HISTORY     - 1950     MONUMENTED       USGS
 JL0728
 JL0728                          STATION DESCRIPTION
 JL0728
 JL0728'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JL0728'STATION LOCATED APPROX. 8.2 MI. AIRLINE SW. OF ALMONT, COLORADO, 6.7
 JL0728'MI.AIRLINE NW. OF GUNNISON, COLORADO, SEC. 5,T.50 N., R.1 W., ON
 JL0728'HIGHEST POINT OF HILL OVERLOOKING ANTELOPE CREEK.
 JL0728'
 JL0728'TO REACH FROM POST OFFICE AT GUNNISON, COLORADO, GO 1 BLK. E. AND TURN
 JL0728'LEFT -N.- ALONG STATE HWY 135 3.45 MI. TO INTERSECTION OF HWYS. 135
 JL0728'AND 341, THENCE LEFT -N.- ALONG STATE HWY.341 2.45 MI. TO CROSS ROADS,
 JL0728'GO LEFT W. ALONG RD. 2.7 MI. TO TRACK RD. NW., THENCE RIGHT NW. ALONG
 JL0728'TRACK RD. 0.55 MI. TO RESERVOIR, CONTINUE ON NW. ALONG TRACK RD. 0.35
 JL0728'MI. TO TOP OF HILL AND SADDLE, THENCE RIGHT N.  UP SLOPE 0.3 MI. TO
 JL0728'TOP OF RIDGE, THENCE LEFT -W.- ALONG RIDGE TOP 0.1 MI. TO SMALL TOP
 JL0728'AND STATION SITE.
 JL0728'
 JL0728'STATION MARK - STANDARD TABLET CEMENTED IN BOULDER, STAMPED
 JL0728'--- C-HARRY 1950.---
 JL0728'
 JL0728'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0890 ***********************************************************************
 JJ0890  DESIGNATION -  HARRY
 JJ0890  PID         -  JJ0890
 JJ0890  STATE/COUNTY-  CO/KIOWA
 JJ0890  USGS QUAD   -  ARSENIC LAKE SW (1982)
 JJ0890
 JJ0890                         *CURRENT SURVEY CONTROL
 JJ0890  ___________________________________________________________________
 JJ0890* NAD 83(1992)-  38 35 53.70323(N)    102 52 57.45746(W)     ADJUSTED  
 JJ0890* NAVD 88     -      1350.     (meters)    4429.     (feet)  SCALED    
 JJ0890  ___________________________________________________________________
 JJ0890  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 JJ0890  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 JJ0890
 JJ0890  HORZ ORDER  -  SECOND
 JJ0890
 JJ0890.The horizontal coordinates were established by classical geodetic methods
 JJ0890.and adjusted by the National Geodetic Survey in January 1993..
 JJ0890
 JJ0890.The orthometric height was scaled from a topographic map.
 JJ0890
 JJ0890.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0890
 JJ0890.The geoid height was determined by GEOID03.
 JJ0890
 JJ0890;                    North         East     Units Scale Factor Converg.
 JJ0890;SPC CO S     -   522,380.339 1,142,389.997   MT  1.00003426   +1 36 19.6
 JJ0890;SPC CO S     - 1,713,842.83  3,747,991.18   sFT  1.00003426   +1 36 19.6
 JJ0890;SPC CO C     -   392,996.414 1,142,374.586   MT  0.99997416   +1 39 02.7
 JJ0890;SPC CO C     - 1,289,355.73  3,747,940.62   sFT  0.99997416   +1 39 02.7
 JJ0890;UTM  13      - 4,274,321.644   684,388.739   MT  1.00001870   +1 19 16.7
 JJ0890
 JJ0890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0890!SPC CO S     -   0.99979181  x   1.00003426  =   0.99982606
 JJ0890!SPC CO C     -   0.99979181  x   0.99997416  =   0.99976598
 JJ0890!UTM  13      -   0.99979181  x   1.00001870  =   0.99981051
 JJ0890
 JJ0890|---------------------------------------------------------------------|
 JJ0890| PID    Reference Object                     Distance      Geod. Az  |
 JJ0890|                                                           dddmmss.s |
 JJ0890| CM8720 HARRY RM 1                           15.951 METERS 00802     |
 JJ0890| JJ0888 COLORADO INTST GAS KIT CAR MST      APPROX.10.6 KM 0494218.7 |
 JJ0890| JJ0887 COLORADO INTST GAS KIT CAR TK       APPROX.10.6 KM 0500759.0 |
 JJ0890| CM8721 HARRY RM 2                           15.253 METERS 10958     |
 JJ0890| JJ0862 EADS MUNICIPAL TANK                 APPROX.16.0 KM 1455925.5 |
 JJ0890| JJ0863 EADS H B S GRAIN ELEV               APPROX.16.0 KM 1460211.8 |
 JJ0890| CM8719 HARRY AZ MK                                        1750119.3 |
 JJ0890|---------------------------------------------------------------------|
 JJ0890
 JJ0890                          SUPERSEDED SURVEY CONTROL
 JJ0890
 JJ0890  NAD 83(1986)-  38 35 53.69985(N)    102 52 57.45321(W) AD(       ) 2
 JJ0890  NAD 27      -  38 35 53.68814(N)    102 52 55.73048(W) AD(       ) 2
 JJ0890
 JJ0890.Superseded values are not recommended for survey control.
 JJ0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0890.See file dsdata.txt to determine how the superseded data were derived.
 JJ0890
 JJ0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC8438974322(NAD 83)
 JJ0890_MARKER: DS = TRIANGULATION STATION DISK
 JJ0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0890
 JJ0890  HISTORY     - Date     Condition        Report By
 JJ0890  HISTORY     - 1954     MONUMENTED       CGS
 JJ0890  HISTORY     - 1971     GOOD             LOCENG
 JJ0890
 JJ0890                          STATION DESCRIPTION
 JJ0890
 JJ0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0890'THE STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT
 JJ0890'GRASSY RIDGE IN PASTURE LAND ON THE HARRY OWENS RANCH.  IT
 JJ0890'IS ABOUT 10 MILES AIRLINE NORTHEAST OF GALATEA, 10 MILES AIRLINE
 JJ0890'NORTHWEST OF EADS, AND 12 MILES AIRLINE SOUTH-SOUTHWEST OF KIT
 JJ0890'CARSON.
 JJ0890'
 JJ0890'TO REACH FROM THE U.S. POST OFFICE IN EADS, GO SOUTH ON
 JJ0890'MAINE STREET 0.2 MILE TO U.S. HIGHWAY 287 AND STATE HIGHWAY
 JJ0890'96.  TURN RIGHT AND GO WEST 0.15 MILE TO A FORK.  CONTINUE
 JJ0890'WEST, ON STATE HIGHWAY 96, 4.0 MILES TO A CROSS ROAD.  TURN
 JJ0890'RIGHT ON GRADED ROAD AND GO NORTH 1.8 MILES.  TURN LEFT
 JJ0890'AND GO WEST ON MAIN ROAD 1.0 MILE.  TURN RIGHT AND GO NORTH
 JJ0890'ON MAIN ROAD 1.0 MILE TO A CROSS ROAD AND SIGN ON THE LEFT
 JJ0890'HARRY OWENS RANCH.  CONTINUE NORTH 1.9 MILES TO A CATTLE
 JJ0890'GUARD.  CONTINUE NORTH 2.0 MILES TO A FENCE CORNER.  TURN
 JJ0890'LEFT AND GO WEST 0.1 MILE TO THE FARMYARD GATE AT THE HARRY
 JJ0890'OWENS RANCH.  TURN RIGHT THROUGH THE GATE AND GO NORTH 50
 JJ0890'YARDS TO A METAL GATE ON THE LEFT.  PASS THROUGH THE GATE
 JJ0890'AND GO WEST 50 YARDS.  TURN RIGHT AND GO NORTH AND NORTHWEST ON
 JJ0890'A SANDY TRACK ROAD 0.9 MILE TO THE HIGHEST POINT OF THE
 JJ0890'GRASSY RIDGE AND THE STATION.
 JJ0890'
 JJ0890'THE STATION MARK IS A STANDARD DISK STAMPED HARRY 1954, SET
 JJ0890'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 JJ0890'3 INCHES.  IT IS 6.8 FEET SOUTH OF A WITNESS POST.
 JJ0890'
 JJ0890'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HARRY
 JJ0890'NO 1 1954, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 JJ0890'THAT PROJECTS 6 INCHES.  IT IS 46.2 FEET NORTH-NORTHWEST OF THE
 JJ0890'WITNESS POST AND ABOUT 8 INCHES HIGHER THAN THE STATION.
 JJ0890'
 JJ0890'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HARRY
 JJ0890'NO 2 1954, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 JJ0890'THAT PROJECTS 6 INCHES.  IT IS 49.7 FEET EAST OF THE WITNESS
 JJ0890'POST AND ABOUT 8 INCHES LOWER THAN THE STATION.
 JJ0890'
 JJ0890'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HARRY 1954, SET
 JJ0890'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 JJ0890'2 INCHES.  IT IS SET UNDER A POWER LINE, 0.1 MILE SOUTHWEST
 JJ0890'OF THE HARRY OWENS RANCH HOME, 81 FEET SOUTH OF A FENCE
 JJ0890'LINE, 36 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD, AND 1.5
 JJ0890'FEET EAST-NORTHEAST OF A POWER LINE POLE.  TO REACH FROM THE
 JJ0890'HARRY OWENS RANCH HOME, GO SOUTHWEST THROUGH BARNYARD 0.05
 JJ0890'MILE TO A GATE.  PASS THROUGH THE GATE, TURN RIGHT, AND GO
 JJ0890'WEST ON A TRACK ROAD ALONG THE NORTH SIDE OF A POWER LINE
 JJ0890'0.05 MILE TO THE AZIMUTH MARK ON THE LEFT UNDER THE POWER
 JJ0890'LINE.
 JJ0890
 JJ0890                          STATION RECOVERY (1971)
 JJ0890
 JJ0890'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (JC)
 JJ0890'RECOVERED BY M.J. HARDEN AND ASSOC.
 JJ0890'
 JJ0890'HARRY 1954-EXCELLENT
 JJ0890'
 JJ0890'HARRY NO. 1 1954-EXCELLENT
 JJ0890'
 JJ0890'HARRY NO. 2 1954-EXCELLENT
 JJ0890'
 JJ0890'DID NOT TRY AND LOCATE AZ. MK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0594 ***********************************************************************
 LK0594  DESIGNATION -  HART
 LK0594  PID         -  LK0594
 LK0594  STATE/COUNTY-  CO/LOGAN
 LK0594  USGS QUAD   -  FLEMING (1980)
 LK0594
 LK0594                         *CURRENT SURVEY CONTROL
 LK0594  ___________________________________________________________________
 LK0594* NAD 83(1992)-  40 43 25.62803(N)    102 47 15.16001(W)     ADJUSTED  
 LK0594* NAVD 88     -      1281.2    (meters)    4203.     (feet)  VERTCON   
 LK0594  ___________________________________________________________________
 LK0594  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 LK0594  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 LK0594
 LK0594  HORZ ORDER  -  FIRST
 LK0594
 LK0594.The horizontal coordinates were established by classical geodetic methods
 LK0594.and adjusted by the National Geodetic Survey in January 1993..
 LK0594
 LK0594.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0594
 LK0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0594
 LK0594.The geoid height was determined by GEOID03.
 LK0594
 LK0594;                    North         East     Units Scale Factor Converg.
 LK0594;SPC CO N     -   462,692.596 1,143,527.001   MT  0.99999088   +1 45 09.4
 LK0594;SPC CO N     - 1,518,017.29  3,751,721.50   sFT  0.99999088   +1 45 09.4
 LK0594;UTM  13      - 4,510,449.668   686,852.509   MT  1.00002976   +1 26 37.9
 LK0594
 LK0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0594!SPC CO N     -   0.99980222  x   0.99999088  =   0.99979310
 LK0594!UTM  13      -   0.99980222  x   1.00002976  =   0.99983197
 LK0594
 LK0594:                Primary Azimuth Mark                     Grid Az
 LK0594:SPC CO N     -  HART AZ MK                               177 59 30.7
 LK0594:UTM  13      -  HART AZ MK                               178 18 02.2
 LK0594
 LK0594|---------------------------------------------------------------------|
 LK0594| PID    Reference Object                     Distance      Geod. Az  |
 LK0594|                                                           dddmmss.s |
 LK0594| CP8185 HART AZ MK                                         1794440.1 |
 LK0594| CP8187 HART RM 2                            18.255 METERS 18011     |
 LK0594| CP8186 HART RM 1                            19.330 METERS 35934     |
 LK0594|---------------------------------------------------------------------|
 LK0594
 LK0594                          SUPERSEDED SURVEY CONTROL
 LK0594
 LK0594  NAD 83(1986)-  40 43 25.62427(N)    102 47 15.16164(W) AD(       ) 1
 LK0594  NAD 27      -  40 43 25.64440(N)    102 47 13.47371(W) AD(       ) 1
 LK0594  NGVD 29 (07/19/86) 1280.6    (m)         4201.     (f) VERT ANG       
 LK0594
 LK0594.Superseded values are not recommended for survey control.
 LK0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0594.See file dsdata.txt to determine how the superseded data were derived.
 LK0594
 LK0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF8685310450(NAD 83)
 LK0594_MARKER: DS = TRIANGULATION STATION DISK
 LK0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0594_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LK0594
 LK0594  HISTORY     - Date     Condition        Report By
 LK0594  HISTORY     - 1969     MONUMENTED       CGS
 LK0594
 LK0594                          STATION DESCRIPTION
 LK0594
 LK0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 LK0594'THE STATION IS LOCATED IN THE SOUTHWEST 1/4 OF SECTION 25, T. 9 N.,
 LK0594'R. 9 W. AND ON PROPERTY OF MR. ELLIS HART.  IT IS LOCATED ABOUT 11
 LK0594'MILES NORTHWEST OF HAXTUN, 9 MILES SOUTH OF CROOK AND 4-1/2 MILES
 LK0594'NORTHEAST OF FLEMING.
 LK0594'
 LK0594'TO REACH THE STATION FROM THE POST OFFICE IN FLEMING, GO NORTH ON
 LK0594'LOGAN STREET FOR 0.35 MILE TO A CROSSROAD.  TURN RIGHT AND GO EAST
 LK0594'ON A PAVED ROAD FOR 1.6 MILES TO A FORK.  BEAR LEFT AND CONTINUE
 LK0594'NORTH ON THE PAVED ROAD FOR 2.2 MILES TO A SIDE ROAD RIGHT.  TURN
 LK0594'RIGHT, GO EAST ON A GRAVELED ROAD FOR 1.0 MILE TO A CROSSROAD
 LK0594'AND THE AZIMUTH MARK IN THE SOUTHEAST ANGLE OF THE
 LK0594'INTERSECTION.  TURN LEFT AND GO NORTH ON A TRACK ROAD FOR 0.35
 LK0594'MILE TO THE STATION ON THE RIGHT.
 LK0594'
 LK0594'THE STATION MARK IS A STANDARD DISK STAMPED HART 1969, SET IN
 LK0594'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2
 LK0594'INCHES ABOVE THE GROUND SURFACE.  IT IS 37 FEET EAST OF THE CENTER
 LK0594'OF THE TRACK ROAD, 3 FEET NORTH-NORTHWEST OF A METAL WITNESS POST
 LK0594'AND 1 FOOT WEST OF A NORTH-SOUTH WIRE FENCE.
 LK0594'
 LK0594'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HART NO 1 1969, SET
 LK0594'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 LK0594'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 66.3 FEET NORTH
 LK0594'OF THE METAL WITNESS POST, 36 FEET EAST OF THE CENTER OF THE TRACK
 LK0594'ROAD AND 2 FEET WEST OF THE NORTH-SOUTH WIRE FENCE.
 LK0594'
 LK0594'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HART NO 2 1969, SET
 LK0594'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH
 LK0594'THE GROUND SURFACE.  IT IS 57.3 FEET SOUTH OF THE METAL WITNESS
 LK0594'POST, 37 FEET EAST OF THE CENTER OF THE TRACK ROAD AND 1 FOOT WEST
 LK0594'OF THE NORTH-SOUTH WIRE FENCE.
 LK0594'
 LK0594'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HART 1969, SET IN THE
 LK0594'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3
 LK0594'INCHES ABOVE THE GROUND SURFACE.  IT IS 27 FEET SOUTH OF THE CENTER
 LK0594'OF THE GRAVELED ROAD, 14.6 FEET EAST OF A FENCE CORNER, 2.4 FEET
 LK0594'WEST OF A METAL WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST
 LK0594'WIRE FENCE.
 LK0594'
 LK0594'HEIGHT OF LIGHT ABOVE STATION MARK 21.9 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0789 ***********************************************************************
 JJ0789  DESIGNATION -  HARTMAN
 JJ0789  PID         -  JJ0789
 JJ0789  STATE/COUNTY-  CO/PROWERS
 JJ0789  USGS QUAD   -  HOLLY WEST (1976)
 JJ0789
 JJ0789                         *CURRENT SURVEY CONTROL
 JJ0789  ___________________________________________________________________
 JJ0789* NAD 83(1992)-  38 07 04.04346(N)    102 13 07.02460(W)     ADJUSTED  
 JJ0789* NAVD 88     -      1102.     (meters)    3615.     (feet)  SCALED    
 JJ0789  ___________________________________________________________________
 JJ0789  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 JJ0789  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 JJ0789
 JJ0789  HORZ ORDER  -  SECOND
 JJ0789
 JJ0789.The horizontal coordinates were established by classical geodetic methods
 JJ0789.and adjusted by the National Geodetic Survey in January 1993..
 JJ0789
 JJ0789.The orthometric height was scaled from a topographic map.
 JJ0789
 JJ0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0789
 JJ0789.The geoid height was determined by GEOID03.
 JJ0789
 JJ0789;                    North         East     Units Scale Factor Converg.
 JJ0789;SPC CO S     -   470,907.195 1,202,080.716   MT  0.99995762   +2 00 45.8
 JJ0789;SPC CO S     - 1,544,968.02  3,943,826.48   sFT  0.99995762   +2 00 45.8
 JJ0789;UTM  13      - 4,222,539.030   743,829.809   MT  1.00033228   +1 43 03.9
 JJ0789
 JJ0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0789!SPC CO S     -   0.99983076  x   0.99995762  =   0.99978839
 JJ0789!UTM  13      -   0.99983076  x   1.00033228  =   1.00016298
 JJ0789
 JJ0789:                Primary Azimuth Mark                     Grid Az
 JJ0789:SPC CO S     -  HARTMAN AZ MK                            079 04 00.9
 JJ0789:UTM  13      -  HARTMAN AZ MK                            079 21 42.8
 JJ0789
 JJ0789|---------------------------------------------------------------------|
 JJ0789| PID    Reference Object                     Distance      Geod. Az  |
 JJ0789|                                                           dddmmss.s |
 JJ0789| CM8722 HARTMAN AZ MK                                      0810446.7 |
 JJ0789| CM8724 HARTMAN RM 2                         27.411 METERS 08700     |
 JJ0789| CM8723 HARTMAN RM 1                         22.739 METERS 35548     |
 JJ0789|---------------------------------------------------------------------|
 JJ0789
 JJ0789                          SUPERSEDED SURVEY CONTROL
 JJ0789
 JJ0789  NAD 83(1986)-  38 07 04.04261(N)    102 13 07.02035(W) AD(       ) 2
 JJ0789  NAD 27      -  38 07 03.99281(N)    102 13 05.33987(W) AD(       ) 2
 JJ0789
 JJ0789.Superseded values are not recommended for survey control.
 JJ0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0789.See file dsdata.txt to determine how the superseded data were derived.
 JJ0789
 JJ0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC4383022539(NAD 83)
 JJ0789_MARKER: DS = TRIANGULATION STATION DISK
 JJ0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0789
 JJ0789  HISTORY     - Date     Condition        Report By
 JJ0789  HISTORY     - 1954     MONUMENTED       CGS
 JJ0789
 JJ0789                          STATION DESCRIPTION
 JJ0789
 JJ0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0789'THE STATION IS LOCATED IN THE SCHOOL GROUNDS AT THE SOUTH EDGE
 JJ0789'OF THE VILLAGE OF HARTMAN, ABOUT 6 MILES AIRLINE NORTHWEST
 JJ0789'OF HOLLY, AND ABOUT 6 MILES AIRLINE NORTHEAST OF GRANADA.
 JJ0789'
 JJ0789'TO REACH THE STATION FROM THE POST OFFICE IN HARTMAN GO SOUTH
 JJ0789'0.2 MILE TO A BRICK SCHOOL BUILDING AND THE STATION ON THE
 JJ0789'LEFT.
 JJ0789'
 JJ0789'THE STATION MARK IS A STANDARD DISK STAMPED HARTMAN 1954
 JJ0789'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 JJ0789'1 INCH ABOVE THE GROUND.  IT IS 6 FEET SOUTH-SOUTHEAST OF
 JJ0789'A WITNESS POST AND 134 FEET EAST-NORTHEAST OF THE NORTHEAST
 JJ0789'CORNER OF THE SCHOOL BUILDING.
 JJ0789'
 JJ0789'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED HARTMAN
 JJ0789'NO 1 1954 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 JJ0789'THAT IS FLUSH WITH THE GROUND AND IS THE SAME ELEVATION AS
 JJ0789'THE STATION.
 JJ0789'
 JJ0789'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED HARTMAN
 JJ0789'NO 2 1954 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 JJ0789'THAT IS FLUSH WITH THE GROUND AND IS 1 FOOT LOWER THAN THE
 JJ0789'STATION.
 JJ0789'
 JJ0789'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HARTMAN 1954 SET
 JJ0789'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 JJ0789'1 INCH ABOVE THE GROUND.  IT IS 2 FEET SOUTH OF A FENCE LINE,
 JJ0789'18 FEET SOUTH OF THE CENTERLINE OF A GRAVELED EAST-WEST ROAD,
 JJ0789'AND ABOUT 100 FEET WEST OF THE CENTERLINE OF A GRAVELED
 JJ0789'NORTH-SOUTH ROAD.  TO REACH THE AZIMUTH MARK FROM THE STATION
 JJ0789'GO NORTH ABOUT 100 YARDS TO AN EAST-WEST GRAVELED ROAD.
 JJ0789'TURN RIGHT AND GO EAST 0.3 MILE TO A CROSS ROAD AND THE
 JJ0789'AZIMUTH MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0769 ***********************************************************************
 KL0769  DESIGNATION -  HARTMAN
 KL0769  PID         -  KL0769
 KL0769  STATE/COUNTY-  CO/GRAND
 KL0769  USGS QUAD   -  RADIUM (1972)
 KL0769
 KL0769                         *CURRENT SURVEY CONTROL
 KL0769  ___________________________________________________________________
 KL0769* NAD 83(1992)-  39 57 25.93892(N)    106 31 34.43999(W)     ADJUSTED  
 KL0769* NAVD 88     -      2462.4    (meters)    8079.     (feet)  VERTCON   
 KL0769  ___________________________________________________________________
 KL0769  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 KL0769  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 KL0769
 KL0769  HORZ ORDER  -  THIRD
 KL0769
 KL0769.The horizontal coordinates were established by classical geodetic methods
 KL0769.and adjusted by the National Geodetic Survey in January 1993..
 KL0769
 KL0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0769
 KL0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0769
 KL0769.The geoid height was determined by GEOID03.
 KL0769
 KL0769;                    North         East     Units Scale Factor Converg.
 KL0769;SPC CO N     -   374,576.331   826,717.722   MT  0.99996990   -0 39 47.1
 KL0769;SPC CO N     - 1,228,922.51  2,712,323.06   sFT  0.99996990   -0 39 47.1
 KL0769;UTM  13      - 4,424,122.654   369,637.156   MT  0.99980922   -0 58 49.1
 KL0769
 KL0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0769!SPC CO N     -   0.99961586  x   0.99996990  =   0.99958577
 KL0769!UTM  13      -   0.99961586  x   0.99980922  =   0.99942515
 KL0769
 KL0769                          SUPERSEDED SURVEY CONTROL
 KL0769
 KL0769  NAD 83(1986)-  39 57 25.93701(N)    106 31 34.43073(W) AD(       ) 3
 KL0769  NGVD 29 (10/17/91) 2461.0    (m)         8074.     (f) VERT ANG       
 KL0769
 KL0769.Superseded values are not recommended for survey control.
 KL0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0769.See file dsdata.txt to determine how the superseded data were derived.
 KL0769
 KL0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCE6963724123(NAD 83)
 KL0769_MARKER: DD = SURVEY DISK
 KL0769_SETTING: 66 = SET IN ROCK OUTCROP
 KL0769_SP_SET: SET IN BEDROCK
 KL0769_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0769+STABILITY: POSITION/ELEVATION WELL
 KL0769
 KL0769  HISTORY     - Date     Condition        Report By
 KL0769  HISTORY     - 1964     MONUMENTED       USFS
 KL0769  HISTORY     - 1970     GOOD             USFS
 KL0769
 KL0769                          STATION DESCRIPTION
 KL0769
 KL0769'DESCRIBED BY US FOREST SERVICE 1970
 KL0769'THIS STATION IS LOCATED ON A LOW HILL WITH SCATTERING PINON, OVER NEAR
 KL0769'HARTMAN DIVIDE, IN GRAND COUNTY, COLORADO.  IT IS SITUATED NEAR THE
 KL0769'LINE BETWEEN SECS. 23 AND 24, T 1 S, R 82 W, ABOUT 10 MI. (AIRLINE)
 KL0769'SW. OF KREMMLING.
 KL0769'
 KL0769'TO REACH THE STATION FROM THE JUNCTION OF COLORADO STATE HIGHWAY 9 AND
 KL0769'GRAND COUNTY ROAD 402, WHICH IS ABOUT 2 MI. S. OF KREMMLING, PROCEED
 KL0769'W. ON GRAND COUNTY NO. 402 FOR 9.1 MI. TO INSPIRATION POINT ON THE
 KL0769'TROUGH ROAD WHICH OVERLOOKS THE COLORADO RIVER CANYON.  CONTINUE S.
 KL0769'4.8 MI. TO THE TOP OF HARTMAN DIVIDE.  ON THE RIGHT SHOULDER OF THE
 KL0769'RD. IS USGS BM 13 G 1930.  TAKE TRACK RD. RIGHT JUST PAST BM AND
 KL0769'PROCEED ABOUT 0.1 MI. W. TO END OF TRUCK TRAVEL IN PINON TIMBER.
 KL0769'PACK W. ABOUT 15-MINUTES UP RIDGE TO THE HIGH POINT AND STATION.
 KL0769'
 KL0769'STATION MARK--STANDARD USFS BRASS TABLET SET IN BEDROCK, FLUSH WITH
 KL0769'GROUND, STAMPED---HARTMAN 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0787 ***********************************************************************
 JJ0787  DESIGNATION -  HARTMAN DES MARTEAU COMM ELEV
 JJ0787  PID         -  JJ0787
 JJ0787  STATE/COUNTY-  CO/PROWERS
 JJ0787  USGS QUAD   -  HOLLY WEST (1976)
 JJ0787
 JJ0787                         *CURRENT SURVEY CONTROL
 JJ0787  ___________________________________________________________________
 JJ0787* NAD 83(1992)-  38 07 19.12988(N)    102 13 13.38051(W)     ADJUSTED  
 JJ0787* NAVD 88     -      1129.     (meters)    3704.     (feet)  VERTCON   
 JJ0787  ___________________________________________________________________
 JJ0787  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 JJ0787  GEOID HEIGHT-         -23.69  (meters)                     GEOID03
 JJ0787
 JJ0787  HORZ ORDER  -  THIRD
 JJ0787
 JJ0787.The horizontal coordinates were established by classical geodetic methods
 JJ0787.and adjusted by the National Geodetic Survey in January 1993..
 JJ0787
 JJ0787.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0787
 JJ0787.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0787
 JJ0787.The geoid height was determined by GEOID03.
 JJ0787
 JJ0787;                    North         East     Units Scale Factor Converg.
 JJ0787;SPC CO S     -   471,366.612 1,201,909.668   MT  0.99995798   +2 00 41.9
 JJ0787;SPC CO S     - 1,546,475.29  3,943,265.30   sFT  0.99995798   +2 00 41.9
 JJ0787;UTM  13      - 4,222,999.494   743,661.065   MT  1.00033127   +1 43 00.5
 JJ0787
 JJ0787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0787!SPC CO S     -   0.99982652  x   0.99995798  =   0.99978451
 JJ0787!UTM  13      -   0.99982652  x   1.00033127  =   1.00015774
 JJ0787
 JJ0787                          SUPERSEDED SURVEY CONTROL
 JJ0787
 JJ0787  NAD 83(1986)-  38 07 19.12901(N)    102 13 13.37630(W) AD(       ) 4
 JJ0787  NAD 27      -  38 07 19.07949(N)    102 13 11.69477(W) AD(       ) 3
 JJ0787  NGVD 29 (07/19/86) 1129.     (m)         3704.     (f) VERT ANG       
 JJ0787
 JJ0787.Superseded values are not recommended for survey control.
 JJ0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0787.See file dsdata.txt to determine how the superseded data were derived.
 JJ0787
 JJ0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC4366122999(NAD 83)
 JJ0787_MARKER: 65 = GRAIN ELEVATOR
 JJ0787
 JJ0787  HISTORY     - Date     Condition        Report By
 JJ0787  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0787  HISTORY     - 1954     GOOD             NGS
 JJ0787
 JJ0787                          STATION DESCRIPTION
 JJ0787
 JJ0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0787'THE STATION IS LOCATED IN THE NORTHWEST PART OF HARTMAN.
 JJ0787'
 JJ0787'THE ELEVATOR IS A LARGE CONCRETE STRUCTURE CONSISTING OF
 JJ0787'A GROUP OF CYLINDRICAL BINS ABOUT 100 FEET HIGH, WITH A
 JJ0787'20-FOOT HEADHOUSE ON TOP.  THE CENTER OF THE HEADHOUSE WAS
 JJ0787'INTERSECTED.
 JJ0787
 JJ0787                          STATION RECOVERY (1954)
 JJ0787
 JJ0787'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JJ0787'STATION MARK--THE CENTER OF THE HEADER HOUSE WAS INTERSECTED.
 JJ0787'
 JJ0787'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0788 ***********************************************************************
 JJ0788  DESIGNATION -  HARTMAN MUNICIPAL TANK
 JJ0788  PID         -  JJ0788
 JJ0788  STATE/COUNTY-  CO/PROWERS
 JJ0788  USGS QUAD   -  HOLLY WEST (1976)
 JJ0788
 JJ0788                         *CURRENT SURVEY CONTROL
 JJ0788  ___________________________________________________________________
 JJ0788* NAD 83(1992)-  38 07 07.95761(N)    102 13 08.66887(W)     ADJUSTED  
 JJ0788* NAVD 88     -      1124.     (meters)    3688.     (feet)  VERTCON   
 JJ0788  ___________________________________________________________________
 JJ0788  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 JJ0788  GEOID HEIGHT-         -23.70  (meters)                     GEOID03
 JJ0788
 JJ0788  HORZ ORDER  -  THIRD
 JJ0788
 JJ0788.The horizontal coordinates were established by classical geodetic methods
 JJ0788.and adjusted by the National Geodetic Survey in January 1993..
 JJ0788
 JJ0788.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0788
 JJ0788.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0788
 JJ0788.The geoid height was determined by GEOID03.
 JJ0788
 JJ0788;                    North         East     Units Scale Factor Converg.
 JJ0788;SPC CO S     -   471,026.394 1,202,036.452   MT  0.99995771   +2 00 44.8
 JJ0788;SPC CO S     - 1,545,359.09  3,943,681.26   sFT  0.99995771   +2 00 44.8
 JJ0788;UTM  13      - 4,222,658.500   743,786.143   MT  1.00033202   +1 43 03.0
 JJ0788
 JJ0788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0788!SPC CO S     -   0.99982731  x   0.99995771  =   0.99978503
 JJ0788!UTM  13      -   0.99982731  x   1.00033202  =   1.00015927
 JJ0788
 JJ0788                          SUPERSEDED SURVEY CONTROL
 JJ0788
 JJ0788  NAD 83(1986)-  38 07 07.95677(N)    102 13 08.66460(W) AD(       ) 4
 JJ0788  NAD 27      -  38 07 07.90995(N)    102 13 06.98512(W) AD(       ) 3
 JJ0788  NGVD 29 (07/19/86) 1124.     (m)         3688.     (f) VERT ANG       
 JJ0788
 JJ0788.Superseded values are not recommended for survey control.
 JJ0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0788.See file dsdata.txt to determine how the superseded data were derived.
 JJ0788
 JJ0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC4378622659(NAD 83)
 JJ0788_MARKER: 53 = ELEVATED TANK
 JJ0788
 JJ0788  HISTORY     - Date     Condition        Report By
 JJ0788  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0788  HISTORY     - 1954     GOOD             NGS
 JJ0788
 JJ0788                          STATION DESCRIPTION
 JJ0788
 JJ0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0788'THE STATION IS LOCATED IN THE SOUTH PART OF THE VILLAGE OF
 JJ0788'HARTMAN, JUST NORTH OF THE SCHOOLHOUSE.
 JJ0788'
 JJ0788'THE TANK IS A LARGE, STEEL TANK, MOUNTED ON TOP OF A FOUR-LEGGED
 JJ0788'STEEL STRUCTURE, AND IS ABOUT 80 FEET HIGH.  IT IS PAINTED
 JJ0788'SILVER.  THE BALL ON TOP WAS INTERSECTED.
 JJ0788
 JJ0788                          STATION RECOVERY (1954)
 JJ0788
 JJ0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JJ0788'STATION MARK--BALL ON TOP OF LARGE STEEL TANK WAS INTERSECTED.
 JJ0788'
 JJ0788'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0879 ***********************************************************************
 JL0879  DESIGNATION -  HARVARD
 JL0879  PID         -  JL0879
 JL0879  STATE/COUNTY-  CO/CHAFFEE
 JL0879  USGS QUAD   -  MOUNT HARVARD (1982)
 JL0879
 JL0879                         *CURRENT SURVEY CONTROL
 JL0879  ___________________________________________________________________
 JL0879* NAD 83(1992)-  38 55 27.87025(N)    106 19 14.64655(W)     ADJUSTED  
 JL0879* NAVD 88     -      4395.6    (meters)   14421.     (feet)  VERTCON   
 JL0879  ___________________________________________________________________
 JL0879  LAPLACE CORR-          -2.73  (seconds)                    DEFLEC99
 JL0879  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 JL0879
 JL0879  HORZ ORDER  -  THIRD
 JL0879
 JL0879.The horizontal coordinates were established by classical geodetic methods
 JL0879.and adjusted by the National Geodetic Survey in January 1993..
 JL0879
 JL0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0879
 JL0879.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0879
 JL0879.The geoid height was determined by GEOID03.
 JL0879
 JL0879;                    North         East     Units Scale Factor Converg.
 JL0879;SPC CO C     -   426,239.011   843,234.099   MT  0.99994064   -0 31 03.5
 JL0879;SPC CO C     - 1,398,419.16  2,766,510.54   sFT  0.99994064   -0 31 03.5
 JL0879;UTM  13      - 4,309,217.303   385,511.481   MT  0.99976140   -0 49 47.6
 JL0879
 JL0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0879!SPC CO C     -   0.99931295  x   0.99994064  =   0.99925363
 JL0879!UTM  13      -   0.99931295  x   0.99976140  =   0.99907451
 JL0879
 JL0879                          SUPERSEDED SURVEY CONTROL
 JL0879
 JL0879  NAD 83(1986)-  38 55 27.86562(N)    106 19 14.65176(W) AD(       ) 3
 JL0879  NGVD 29 (12/18/91) 4393.5    (m)        14414.     (f) VERT ANG       
 JL0879
 JL0879.Superseded values are not recommended for survey control.
 JL0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0879.See file dsdata.txt to determine how the superseded data were derived.
 JL0879
 JL0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD8551109217(NAD 83)
 JL0879_MARKER: DD = SURVEY DISK
 JL0879_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 JL0879_SP_SET: METAL PIPE DRIVEN INTO GROUND
 JL0879_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JL0879
 JL0879  HISTORY     - Date     Condition        Report By
 JL0879  HISTORY     - 1954     MONUMENTED       USGS
 JL0879  HISTORY     - 1955     GOOD             USGS
 JL0879
 JL0879                          STATION DESCRIPTION
 JL0879
 JL0879'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 JL0879'STATION IS NOT THE SAME AS NGS STATION --MOUNT HARVARD, CAIRN, 1894--.
 JL0879'
 JL0879'STATION LOCATED ABOUT 10 MI. NW. OF BUENA VISTA, 17 FT. E. OF
 JL0879'HIGHEST POINT OF MT. HARVARD.
 JL0879'
 JL0879'TO REACH FROM BUENA VISTA POST OFFICE, GO NW. 0.4 MI. ALONG U.S.
 JL0879'HIGHWAY 24 TO JUNCTION WITH DIRT RD. W., PROCEED 2.1 MI. W. TO T-RD.
 JL0879'E., TURN RIGHT AND GO N. AND W. ALONG DIRT RD. 0.9 MI. TO Y-RDS.,
 JL0879'TURN LEFT THRU GATE AND PROCEED S. AND THEN W. 6.5 MI. ALONG MAIN
 JL0879'DIRT RD. UP NORTH COTTONWOOD CREEK TO END TRUCK TRAVEL, FOLLOW
 JL0879'FOREST SERVICE TRAIL 2.0 MI. TO JUNCTION WITH TRAIL TO HORN FORK
 JL0879'BASIN, TAKE RIGHT FORK OF TRAIL, PROCEEDING NW. TO HEAD OF HORN FORK
 JL0879'BASIN, THENCE CLIMB TO SADDLE ON SW. SIDE OF PEAK AND FOLLOW ALONG SE.
 JL0879'SIDE OF RIDGE TO HIGH POINT OF PEAK AND STATION.
 JL0879'
 JL0879'STATION RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS FOUND
 JL0879'IN GOOD CONDITION.
 JL0879'
 JL0879'STATION MARK--STANDARD TABLET IN 3/4 IN. PIPE DRIVEN IN GROUND AND
 JL0879'PROJECTING 0.2 FT., STAMPED---HARVARD 1954---.  TABLET IS 6 FT.
 JL0879'LOWER THAN HIGH POINT OF PEAK.
 JL0879'
 JL0879'REFERENCE MARK NO. 1--CHISELED SQUARE ON TOP GRANITE BOULDER, 20.78
 JL0879'FT. DISTANT, N 48 DEG 05 MIN W.
 JL0879'
 JL0879'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER SET IN SEAM OF GRANITE
 JL0879'BOULDER, 13.36 FT. DISTANT, N 51 DEG 42 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0921 ***********************************************************************
 JJ0921  DESIGNATION -  HAS
 JJ0921  PID         -  JJ0921
 JJ0921  STATE/COUNTY-  CO/KIOWA
 JJ0921  USGS QUAD   -  HASWELL (1974)
 JJ0921
 JJ0921                         *CURRENT SURVEY CONTROL
 JJ0921  ___________________________________________________________________
 JJ0921* NAD 83(1992)-  38 26 52.21035(N)    103 10 23.08831(W)     ADJUSTED  
 JJ0921* NAVD 88     -      1390.     (meters)    4560.     (feet)  SCALED    
 JJ0921  ___________________________________________________________________
 JJ0921  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 JJ0921  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 JJ0921
 JJ0921  HORZ ORDER  -  THIRD
 JJ0921
 JJ0921.The horizontal coordinates were established by classical geodetic methods
 JJ0921.and adjusted by the National Geodetic Survey in January 1993..
 JJ0921
 JJ0921.The orthometric height was scaled from a topographic map.
 JJ0921
 JJ0921.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0921
 JJ0921.The geoid height was determined by GEOID03.
 JJ0921
 JJ0921;                    North         East     Units Scale Factor Converg.
 JJ0921;SPC CO S     -   505,018.639 1,117,511.336   MT  1.00000268   +1 25 38.2
 JJ0921;SPC CO S     - 1,656,881.98  3,666,368.44   sFT  1.00000268   +1 25 38.2
 JJ0921;SPC CO C     -   375,616.679 1,117,509.676   MT  1.00000043   +1 28 03.2
 JJ0921;SPC CO C     - 1,232,335.72  3,666,363.00   sFT  1.00000043   +1 28 03.2
 JJ0921;UTM  13      - 4,257,086.003   659,424.546   MT  0.99991301   +1 08 10.4
 JJ0921
 JJ0921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0921!SPC CO S     -   0.99978550  x   1.00000268  =   0.99978818
 JJ0921!SPC CO C     -   0.99978550  x   1.00000043  =   0.99978593
 JJ0921!UTM  13      -   0.99978550  x   0.99991301  =   0.99969853
 JJ0921
 JJ0921|---------------------------------------------------------------------|
 JJ0921| PID    Reference Object                     Distance      Geod. Az  |
 JJ0921|                                                           dddmmss.s |
 JJ0921| CM8726 HAS RM 1                             12.883 METERS 00711     |
 JJ0921| JJ0920 HASWELL DES MARTEAU COMM ELEV       APPROX. 1.5 KM 0553233.9 |
 JJ0921| JJ0919 HASWELL CHURCH SPIRE                APPROX. 0.8 KM 0712323.3 |
 JJ0921| CM8727 HAS RM 2                             34.333 METERS 10525     |
 JJ0921| JJ0922 BUREAU OF STANDARDS RADIO MAST      APPROX. 7.5 KM 1675910.7 |
 JJ0921| CM8728 HAS RM 3                             10.520 METERS 17127     |
 JJ0921| CM8725 HAS AZ MK                                          1791115.5 |
 JJ0921|---------------------------------------------------------------------|
 JJ0921
 JJ0921                          SUPERSEDED SURVEY CONTROL
 JJ0921
 JJ0921  NAD 83(1986)-  38 26 52.20452(N)    103 10 23.08623(W) AD(       ) 3
 JJ0921  NAD 27      -  38 26 52.19448(N)    103 10 21.35034(W) AD(       ) 3
 JJ0921
 JJ0921.Superseded values are not recommended for survey control.
 JJ0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0921.See file dsdata.txt to determine how the superseded data were derived.
 JJ0921
 JJ0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC5942557086(NAD 83)
 JJ0921_MARKER: DS = TRIANGULATION STATION DISK
 JJ0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0921
 JJ0921  HISTORY     - Date     Condition        Report By
 JJ0921  HISTORY     - 1954     MONUMENTED       CGS
 JJ0921
 JJ0921                          STATION DESCRIPTION
 JJ0921
 JJ0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0921'STATION IS LOCATED, AIRLINE, ABOUT 1 MILE SOUTHWEST OF HASWELL,
 JJ0921'0.2 MILE SOUTH OF STATE HIGHWAY 96, ON THE WEST SIDE OF THE
 JJ0921'HASWELL-LAS ANIMAS ROAD AND ON THE SUMMIT OF CEMETERY HILL,
 JJ0921'ACROSS THE ROAD OPPOSITE THE HASWELL CEMETERY.
 JJ0921'
 JJ0921'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE
 JJ0921'IN HASWELL, GO WEST SOUTHWEST ON STATE HIGHWAY 96 FOR 0.5
 JJ0921'MILE.  TURN LEFT, SOUTH, AND GO 0.2 MILE TO THE SUMMIT OF
 JJ0921'THE HILL AND THE STATION ON THE RIGHT SIDE OF THE ROAD.
 JJ0921'
 JJ0921'STATION MARK, STAMPED HAS 1954, IS A STANDARD DISK SET IN
 JJ0921'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 2
 JJ0921'INCHES.  IT IS 47.0 FEET WEST OF THE CENTERLINE OF THE ROAD,
 JJ0921'6.0 FEET WEST OF THE FENCE LINE AND 8.0 FEET SOUTHWEST OF
 JJ0921'A WITNESS POST.
 JJ0921'
 JJ0921'REFERENCE MARK NUMBER 1, STAMPED HAS NO 1 1954, IS A STANDARD
 JJ0921'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 JJ0921'IS FLUSH WITH THE GROUND AND AT THE SAME ELEVATION AS THE
 JJ0921'STATION.  IT IS 18 INCHES WEST OF THE FENCE LINE.
 JJ0921'
 JJ0921'REFERENCE MARK NUMBER 2, STAMPED HAS NO 2 1954, IS A STANDARD
 JJ0921'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 JJ0921'PROJECTS 1 INCH AND IS 2 FEET HIGHER THAN THE STATION.  IT
 JJ0921'IS IN THE NORTHWEST CORNER OF THE CEMETERY, 42.0 FEET EAST OF
 JJ0921'THE CENTERLINE OF THE ROAD AND 2.0 FEET SOUTHEAST OF THE
 JJ0921'FENCE CORNER POST.
 JJ0921'
 JJ0921'REFERENCE MARK NUMBER 3, STAMPED HAS NO 3 1954, IS A STANDARD
 JJ0921'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 JJ0921'PROJECTS 2 INCHES AND IS AT THE SAME ELEVATION AS THE STATION.
 JJ0921'IT IS 46.0 FEET WEST OF THE CENTERLINE OF THE ROAD AND 2.0
 JJ0921'FEET WEST OF A FENCE LINE.
 JJ0921'
 JJ0921'AZIMUTH MARK, STAMPED HAS 1954, IS A STANDARD DISK SET IN
 JJ0921'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 1
 JJ0921'INCH.  TO REACH FROM THE STATION, GO SOUTH FOR 0.5 MILE TO
 JJ0921'A FARM ROAD ON THE RIGHT AND THE AZIMUTH MARK IN THE SOUTHWEST
 JJ0921'ANGLE OF THE ROADS.  IT IS 12.0 FEET SOUTH OF THE CENTERLINE
 JJ0921'OF THE FARM ROAD, 12 INCHES SOUTHWEST OF THE WEST FENCE POST
 JJ0921'OF A WIRE GATE AND 12 INCHES SOUTH OF THE FENCE LINE.
 JJ0921'
 JJ0921'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8184 ***********************************************************************
 AH8184  DESIGNATION -  HASKELL
 AH8184  PID         -  AH8184
 AH8184  STATE/COUNTY-  CO/SAN MIGUEL
 AH8184  USGS QUAD   -  SAMS (1982)
 AH8184
 AH8184                         *CURRENT SURVEY CONTROL
 AH8184  ___________________________________________________________________
 AH8184* NAD 83(1992)-  38 02 57.70151(N)    107 57 48.29914(W)     ADJUSTED  
 AH8184* NAVD 88     -      2761.5    (meters)    9060.     (feet)  GPS OBS   
 AH8184  ___________________________________________________________________
 AH8184  X           -  -1,551,675.715 (meters)                     COMP
 AH8184  Y           -  -4,785,962.511 (meters)                     COMP
 AH8184  Z           -   3,911,451.961 (meters)                     COMP
 AH8184  LAPLACE CORR-          11.31  (seconds)                    DEFLEC99
 AH8184  ELLIP HEIGHT-        2745.16  (meters)          (12/03/02) GPS OBS
 AH8184  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 AH8184
 AH8184  HORZ ORDER  -  FIRST
 AH8184  ELLP ORDER  -  FOURTH    CLASS II
 AH8184
 AH8184.The horizontal coordinates were established by GPS observations
 AH8184.and adjusted by the National Geodetic Survey in March 1999..
 AH8184
 AH8184.The orthometric height was determined by GPS observations and a
 AH8184.high-resolution geoid model.
 AH8184
 AH8184.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8184
 AH8184.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8184
 AH8184.The ellipsoidal height was determined by GPS observations
 AH8184.and is referenced to NAD 83.
 AH8184
 AH8184.The geoid height was determined by GEOID03.
 AH8184
 AH8184;                    North         East     Units Scale Factor Converg.
 AH8184;SPC CO S     -   461,109.526   698,214.358   MT  0.99995243   -1 30 39.6
 AH8184;SPC CO S     - 1,512,823.50  2,290,724.94   sFT  0.99995243   -1 30 39.6
 AH8184;UTM  13      - 4,215,438.566   239,966.332   MT  1.00043287   -1 49 39.0
 AH8184;UTM  12      - 4,215,645.995   766,455.372   MT  1.00047452   +1 52 21.6
 AH8184
 AH8184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8184!SPC CO S     -   0.99956943  x   0.99995243  =   0.99952188
 AH8184!UTM  13      -   0.99956943  x   1.00043287  =   1.00000212
 AH8184!UTM  12      -   0.99956943  x   1.00047452  =   1.00004375
 AH8184
 AH8184                          SUPERSEDED SURVEY CONTROL
 AH8184
 AH8184  ELLIP H (03/16/99) 2745.15   (m)                       GP(       ) 4 1
 AH8184
 AH8184.Superseded values are not recommended for survey control.
 AH8184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8184.See file dsdata.txt to determine how the superseded data were derived.
 AH8184
 AH8184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC3996615439(NAD 83)
 AH8184_MARKER: DH = HORIZONTAL CONTROL DISK
 AH8184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8184_STAMPING: HASKELL 1998
 AH8184_MARK LOGO: NGS   
 AH8184_PROJECTION: FLUSH
 AH8184_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH8184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8184+STABILITY: SURFACE MOTION
 AH8184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8184+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH8184
 AH8184  HISTORY     - Date     Condition        Report By
 AH8184  HISTORY     - 1998     MONUMENTED       NGS
 AH8184
 AH8184                          STATION DESCRIPTION
 AH8184
 AH8184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 AH8184'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) EAST-NORTHEAST OF
 AH8184'PLACERVILLE, 5 MI (8.0 KM) SOUTHWEST OF THE DALLAS DIVIDE AND 3.2 MI
 AH8184'(5.1 KM) WEST-NORTHWEST OF HAYDEN PEAK, IN THE SOUTHEAST 1/4 OF
 AH8184'SECTION 21, T 44 N, R 10 W.  OWNERSHIP--SAN MIGUEL COUNTY ROAD
 AH8184'RIGHT-OF-WAY TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AH8184'HIGHWAY 145 AND SAN MIGUEL COUNTY ROAD 58P IN THE TOWN OF SAWPIT, GO
 AH8184'NORTHEASTERLY, UPHILL ON COUNTY ROAD 58P FOR 2.9 MI (4.7 KM) TO A
 AH8184'Y-INTERSECTION OF COUNTY ROADS 58P AND 56V.  TAKE THE RIGHT FORK,
 AH8184'COUNTY ROAD 58P FOR 2.95 MI (4.75 KM) TO A CATTLE GUARD.  CONTINUE
 AH8184'AHEAD, EASTERLY, CROSSING THE CATTLE GUARD FOR 1.1 MI (1.8 KM) TO THE
 AH8184'STATION ON THE RIGHT WHERE A RAILROAD TIE IS OFFSET FROM THE FENCE THE
 AH8184'MARK IS A STANDARD DISK SET INTO THE TOP OF ROUND 30 CM CONCRETE POST
 AH8184'PROJECTING 8 CM ABOVE THE GROUND.  A MAGNET IS SET INTO THE MONUMENT.
 AH8184'IT IS 7.8 M (25.6 FT) SOUTH FROM THE CENTER OF THE ROAD, 1.1 M (3.6
 AH8184'FT) SOUTHWEST FROM A RAILROAD TIE BRACE POLE OFFSET FROM THE FENCE,
 AH8184'1.1 M (3.6 FT) NORTHWEST FROM THE WESTERN ONE OF TWO RAILROAD TIE
 AH8184'FENCE BRACES, 0.95 M (3.12 FT) EAST FROM A WITNESS POST, 0.8 M (2.6
 AH8184'FT) NORTH FROM THE SOUTHERN RIGHT-OF-WAY FENCE AND ABOUT EVEN WITH THE
 AH8184'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0855 ***********************************************************************
 JJ0855  DESIGNATION -  HASTY
 JJ0855  PID         -  JJ0855
 JJ0855  STATE/COUNTY-  CO/BENT
 JJ0855  USGS QUAD   -  LUBERS (1955)
 JJ0855
 JJ0855                         *CURRENT SURVEY CONTROL
 JJ0855  ___________________________________________________________________
 JJ0855* NAD 83(1992)-  38 09 28.01100(N)    102 59 55.95111(W)     ADJUSTED  
 JJ0855* NAVD 88     -      1285.3    (meters)    4217.     (feet)  VERTCON   
 JJ0855  ___________________________________________________________________
 JJ0855  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 JJ0855  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 JJ0855
 JJ0855  HORZ ORDER  -  SECOND
 JJ0855
 JJ0855.The horizontal coordinates were established by classical geodetic methods
 JJ0855.and adjusted by the National Geodetic Survey in January 1993..
 JJ0855
 JJ0855.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0855
 JJ0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0855
 JJ0855.The geoid height was determined by GEOID03.
 JJ0855
 JJ0855;                    North         East     Units Scale Factor Converg.
 JJ0855;SPC CO S     -   473,227.003 1,133,575.586   MT  0.99996131   +1 32 02.9
 JJ0855;SPC CO S     - 1,552,578.93  3,719,072.57   sFT  0.99996131   +1 32 02.9
 JJ0855;UTM  13      - 4,225,213.418   675,324.823   MT  0.99997859   +1 14 12.0
 JJ0855
 JJ0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0855!SPC CO S     -   0.99980192  x   0.99996131  =   0.99976324
 JJ0855!UTM  13      -   0.99980192  x   0.99997859  =   0.99978052
 JJ0855
 JJ0855|---------------------------------------------------------------------|
 JJ0855| PID    Reference Object                     Distance      Geod. Az  |
 JJ0855|                                                           dddmmss.s |
 JJ0855| CM8731 HASTY RM 2                           30.406 METERS 00041     |
 JJ0855| CM8729 HASTY AZ MK                                        0902033.5 |
 JJ0855| JJ0837 MC CLAVE COL MILLING CO ELEV        APPROX.13.1 KM 1003207.7 |
 JJ0855| JJ0931 FORT LYON VETERANS HOSP STACK       APPROX.14.6 KM 2314252.5 |
 JJ0855| JJ0926 FORT LYON VETERANS HOSP TANK        APPROX.14.8 KM 2324741.5 |
 JJ0855| CM8730 HASTY RM 1                           29.440 METERS 27208     |
 JJ0855| JJ0922 BUREAU OF STANDARDS RADIO MAST      APPROX.28.4 KM 3311337.7 |
 JJ0855|---------------------------------------------------------------------|
 JJ0855
 JJ0855                          SUPERSEDED SURVEY CONTROL
 JJ0855
 JJ0855  NAD 83(1986)-  38 09 28.00373(N)    102 59 55.94476(W) AD(       ) 2
 JJ0855  NAD 27      -  38 09 27.97882(N)    102 59 54.21590(W) AD(       ) 2
 JJ0855  NGVD 29 (07/19/86) 1284.7    (m)         4215.     (f) VERT ANG       
 JJ0855
 JJ0855.Superseded values are not recommended for survey control.
 JJ0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0855.See file dsdata.txt to determine how the superseded data were derived.
 JJ0855
 JJ0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC7532525213(NAD 83)
 JJ0855_MARKER: DB = BENCH MARK DISK
 JJ0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0855
 JJ0855  HISTORY     - Date     Condition        Report By
 JJ0855  HISTORY     - 1949     MONUMENTED       USGS
 JJ0855  HISTORY     - 1954     GOOD             USGS
 JJ0855  HISTORY     - 1954     GOOD             CGS
 JJ0855
 JJ0855                          STATION DESCRIPTION
 JJ0855
 JJ0855'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (WRH)
 JJ0855'THE STATION IS LOCATED AIRLINE ABOUT 9 MILES NORTHEAST OF FORT
 JJ0855'LYON AND ABOUT 3-1/2 MILES NORTH-NORTHWEST OF HASTY ON THE HIGHEST
 JJ0855'POINT OF A PROMINENT GRASSY RIDGE.
 JJ0855'
 JJ0855'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 JJ0855'STAMPED HASTY 1949 SET IN TOP OF A 6-INCH SQUARE CONCRETE
 JJ0855'MONUMENT WHICH PROJECTS ABOUT 5 INCHES ABOVE THE GROUND.  IT IS
 JJ0855'6 FEET SOUTH OF A WHITE WITNESS POST AND 7 FEET SOUTH OF AN
 JJ0855'EAST-WEST FENCE LINE.
 JJ0855'
 JJ0855'REFERENCE MARK NUMBER ONE IS A STANDARD U.S. GEOLOGICAL SURVEY
 JJ0855'REFERENCE MARK DISK STAMPED HASTY NO 1 1949 SET IN TOP OF A
 JJ0855'6-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES
 JJ0855'ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 JJ0855'IT IS 3 FEET SOUTH OF AN EAST-WEST FENCE LINE.
 JJ0855'
 JJ0855'REFERENCE MARK NUMBER TWO IS A STANDARD U.S. GEOLOGICAL SURVEY
 JJ0855'REFERENCE MARK DISK STAMPED HASTY NO 2 1949 SET IN TOP OF A
 JJ0855'6-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 5 INCHES
 JJ0855'ABOVE THE GROUND AND IS ABOUT THE SAME ELEVATION AS THE STATION.
 JJ0855'IT IS 93 FEET NORTH OF AN EAST-WEST FENCE LINE.
 JJ0855'
 JJ0855'THE AZIMUTH MARK IS A STANDARD U.S. COAST AND GEODETIC SURVEY
 JJ0855'AZIMUTH MARK DISK STAMPED HASTY USGS 1954 SET IN TOP OF A 10-INCH
 JJ0855'SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES ABOVE THE
 JJ0855'GROUND.  IT IS 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE AND 27 FEET
 JJ0855'SOUTH OF A FENCE CORNER.
 JJ0855'
 JJ0855'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW THE FENCE LINE
 JJ0855'EAST FOR 1.2 MILES TO A FENCE CORNER AND THE AZIMUTH MARK.
 JJ0855'
 JJ0855'TO REACH THE STATION FROM THE MAIN INTERSECTION AND U.S. HIGHWAY
 JJ0855'50 IN HASTY, GO NORTH ON A GRAVELED ROAD FOR 4.4 MILES TO A
 JJ0855'CATTLE GUARD.  PASS OVER THE CATTLE GUARD.  TURN LEFT, AND FOLLOW
 JJ0855'A TRACK ROAD WEST ALONG THE NORTH SIDE OF AN EAST-WEST FENCE LINE
 JJ0855'FOR 1.0 MILE TO A FENCE CORNER.  GO WEST-SOUTHWEST FOR 0.2 MILE
 JJ0855'TO A RESERVOIR.  PASS TO THE SOUTH OF THE RESERVOIR AND GO
 JJ0855'SOUTHWEST ACROSS COUNTRY FOR 0.6 MILE.  TURN LEFT AND GO
 JJ0855'SOUTH-SOUTHWESTERLY FOR 0.6 MILE TO THE HIGHEST POINT OF A
 JJ0855'GRASSY RIDGE, A WHITE WITNESS POST AND THE STATION.
 JJ0855
 JJ0855                          STATION RECOVERY (1954)
 JJ0855
 JJ0855'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 JJ0855'STATION MARK--STANDARD USGS TABLET SET IN TOP OF 6 X 6 IN. CONCRETE
 JJ0855'POST PROJECTING 4 IN. ABOVE GROUND, STAMPED ---HASTY 1949---.
 JJ0855'
 JJ0855'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0911 ***********************************************************************
 JJ0911  DESIGNATION -  HASWELL
 JJ0911  PID         -  JJ0911
 JJ0911  STATE/COUNTY-  CO/LINCOLN
 JJ0911  USGS QUAD   -  GALATEA SW (1978)
 JJ0911
 JJ0911                         *CURRENT SURVEY CONTROL
 JJ0911  ___________________________________________________________________
 JJ0911* NAD 83(1992)-  38 33 00.42999(N)    103 13 25.52498(W)     ADJUSTED  
 JJ0911* NAVD 88     -      1416.1    (meters)    4646.     (feet)  VERTCON   
 JJ0911  ___________________________________________________________________
 JJ0911  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 JJ0911  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 JJ0911
 JJ0911  HORZ ORDER  -  FIRST
 JJ0911
 JJ0911.The horizontal coordinates were established by classical geodetic methods
 JJ0911.and adjusted by the National Geodetic Survey in January 1993..
 JJ0911
 JJ0911.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0911
 JJ0911.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0911
 JJ0911.The geoid height was determined by GEOID03.
 JJ0911
 JJ0911;                    North         East     Units Scale Factor Converg.
 JJ0911;SPC CO C     -   386,854.991 1,112,802.770   MT  0.99998182   +1 26 08.2
 JJ0911;SPC CO C     - 1,269,206.75  3,650,920.42   sFT  0.99998182   +1 26 08.2
 JJ0911;SPC CO S     -   516,260.468 1,112,812.144   MT  1.00002340   +1 23 46.3
 JJ0911;SPC CO S     - 1,693,764.55  3,650,951.18   sFT  1.00002340   +1 23 46.3
 JJ0911;UTM  13      - 4,268,350.250   654,782.825   MT  0.99989504   +1 06 25.8
 JJ0911
 JJ0911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0911!SPC CO C     -   0.99978133  x   0.99998182  =   0.99976315
 JJ0911!SPC CO S     -   0.99978133  x   1.00002340  =   0.99980472
 JJ0911!UTM  13      -   0.99978133  x   0.99989504  =   0.99967639
 JJ0911
 JJ0911|---------------------------------------------------------------------|
 JJ0911| PID    Reference Object                     Distance      Geod. Az  |
 JJ0911|                                                           dddmmss.s |
 JJ0911| CM8733 HASWELL RM 1                         30.980 METERS 07952     |
 JJ0911| JJ0920 HASWELL DES MARTEAU COMM ELEV       APPROX.11.9 KM 1513443.5 |
 JJ0911| JJ0922 BUREAU OF STANDARDS RADIO MAST      APPROX.19.6 KM 1621344.3 |
 JJ0911| CM8734 HASWELL RM 2                         29.045 METERS 16714     |
 JJ0911| CM8732 HASWELL AZ MK                                      2690828.7 |
 JJ0911| JJ0913 HASWELL 2 AZ MK                     APPROX. 1.2 KM 2862852.4 |
 JJ0911|---------------------------------------------------------------------|
 JJ0911
 JJ0911                          SUPERSEDED SURVEY CONTROL
 JJ0911
 JJ0911  NAD 83(1986)-  38 33 00.42466(N)    103 13 25.52289(W) AD(       ) 1
 JJ0911  NAD 27      -  38 33 00.41320(N)    103 13 23.77210(W) AD(       ) 1
 JJ0911  NGVD 29 (07/19/86) 1415.4    (m)         4644.     (f) VERT ANG       
 JJ0911
 JJ0911.Superseded values are not recommended for survey control.
 JJ0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0911.See file dsdata.txt to determine how the superseded data were derived.
 JJ0911
 JJ0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC5478368350(NAD 83)
 JJ0911_MARKER: DS = TRIANGULATION STATION DISK
 JJ0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0911
 JJ0911  HISTORY     - Date     Condition        Report By
 JJ0911  HISTORY     - 1922     MONUMENTED       CGS
 JJ0911  HISTORY     - 1954     GOOD             CGS
 JJ0911  HISTORY     - 1974     POOR             USGS
 JJ0911  HISTORY     - 1976     SEE DESCRIPTION  NGS
 JJ0911
 JJ0911                          STATION DESCRIPTION
 JJ0911
 JJ0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 JJ0911'ABOUT 8 MILES NORTHWEST OF HASWELL, 3 MILES WEST SOUTHWEST OF
 JJ0911'WEBSTERS PLACE, 1/4 MILE SOUTH OF A SECTION LINE ROAD, ON
 JJ0911'LAND OWNED BY A RESIDENT OF KANSAS, THE HIGHEST LAND IN THE
 JJ0911'VICINITY.  W.F. OVERTURF, OF HASWELL, KNOWS THE EXACT LOCATION
 JJ0911'OF THE STATION.  SURFACE MARK IS DISK SET,
 JJ0911'WITH UNDERGROUND MARK A DISK SET.
 JJ0911'REFERENCE MARKS ARE DISKS, SET,
 JJ0911'AT THE FOLLOWING DISTANCES AND BEARINGS FROM THE STATION--NO.
 JJ0911'1, 30.97 METERS (101.6 FEET) N 79 DEG 48 MIN E.  NO. 2, 29.01
 JJ0911'METERS (95.2 FEET), S 12 DEG 42 MIN E.
 JJ0911
 JJ0911                          STATION RECOVERY (1954)
 JJ0911
 JJ0911'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0911'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 JJ0911'IN GOOD CONDITION.  THE CORNERS OF THE CONCRETE OF REFERENCE MARK
 JJ0911'NO. 2 ARE CHIPPED BUT THE MARK REMAINS IN GOOD CONDITION.  A
 JJ0911'NEW AZIMUTH MARK WAS ESTABLISHED.
 JJ0911'
 JJ0911'THE STATION IS LOCATED ABOUT 24.5 MILES AIRLINE WEST-NORTHWEST
 JJ0911'OF EADS, 8 MILES AIRLINE NORTH-NORTHWEST OF HASWELL, 2.75 MILE
 JJ0911'WEST OF A COUNTY ROAD LEADING NORTH FROM HASWELL, AND 1/4 MILE
 JJ0911'SOUTH OF AN EAST-WEST COUNTY ROAD, IN A CULTIVATED FIELD.
 JJ0911'
 JJ0911'TO REACH THE STATION FROM THE WEST PART OF HASWELL AND STATE
 JJ0911'HIGHWAY 96 TURN RIGHT NORTH-NORTHWESTERLY CROSSING THE MISSOURI
 JJ0911'PACIFIC RAILROAD TRACKS AND CONTINUE WESTERLY ON THE NORTH SIDE
 JJ0911'OF THE TRACKS FOR 0.5 MILE TO A ROAD RIGHT LEADING NORTH.  TURN
 JJ0911'RIGHT AND GO NORTH FOR 7.0 MILES TO CROSSROADS.  TURN LEFT AND
 JJ0911'GO WESTERLY FOR 3.0 MILES TO A FENCE CORNER ON THE RIGHT AND
 JJ0911'A FILL ACROSS THE BORROW PIT ON THE LEFT.  TURN LEFT AND CROSS
 JJ0911'BORROW PIT AND GO SOUTH ON DIM TRACKS BETWEEN TWO PARCELS OF
 JJ0911'LAND FOR 0.25 MILE.  THENCE TURN LEFT AND GO EAST FOR 0.25
 JJ0911'MILE FOLLOWING THE DIM OUTLINE OF OLD DIVISION OF LAND, TO
 JJ0911'STATION ON THE LEFT.  THERE IS A TEN GALLON MILK CAN SET
 JJ0911'UP-SIDE-DOWN OVER A LARGE STAKE ABOUT 50 FEET EAST OF THE
 JJ0911'STATION.
 JJ0911'
 JJ0911'THE MARK IS A STANDARD BRONZE DISK STAMPED HASWELL 1922, SET IN
 JJ0911'A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE,
 JJ0911'AND 6 FEET WEST OF A WHITE WITNESS POST.
 JJ0911'
 JJ0911'REFERENCE MARK NO. 1 IS A STANDARD BRONZE REFERENCE DISK STAMPED
 JJ0911'HASWELL NO 1 1922, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 JJ0911'MONUMENT PROJECTING ABOUT 2 INCHES AND IS ABOUT THE SAME ELEVATION
 JJ0911'AS THE STATION.
 JJ0911'
 JJ0911'REFERENCE MARK NO. 2 IS A STANDARD BRONZE REFERENCE DISK
 JJ0911'STAMPED HASWELL NO 2 1922, AND IS SET IN THE TOP OF AN 8-INCH
 JJ0911'SQUARE CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES, AND IS ABOUT
 JJ0911'THE SAME ELEVATION AS THE STATION.
 JJ0911'
 JJ0911'THE AZIMUTH MARK IS A STANDARD BRONZE DISK STAMPED HASWELL
 JJ0911'1922 1954, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JJ0911'PROJECTING ABOUT 2 INCHES.  IT IS 0.70 MILE WEST OF THE STATION,
 JJ0911'3 FEET SOUTH OF THE SOUTHEAST CORNER OF A SMALL HOUSE AT THE
 JJ0911'SITE OF OLD FARM BUILDINGS.  TO REACH FROM THE POINT IN THE
 JJ0911'DESCRIPTION TO REACH THE STATION WHERE YOU LEAVE THE ROAD AND
 JJ0911'CROSS THE BORROW PIT, CONTINUE WESTERLY 0.45 MILE TO TRACK
 JJ0911'ROAD JUST NORTH OF A SMALL BUILDING.  TURN LEFT ON TRACKS AND
 JJ0911'GO 0.25 MILE TO SMALL HOUSE AND THE MARK.
 JJ0911
 JJ0911                          STATION RECOVERY (1974)
 JJ0911
 JJ0911'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JEP)
 JJ0911'THE MARK IS IN A CULTIVATED FIELD AND HAS APPARENTLY BEEN HIT
 JJ0911'BY SOME EQUIPTMENT.  IT IS LEANING QUITE A LOT.  NEITHER REFERENCE
 JJ0911'MARK COULD BE RECOVERED.  THE AZIMUTH MARK WAS SEARCHED FOR BUT
 JJ0911'COULD NOT BE FOUND.
 JJ0911
 JJ0911                          STATION RECOVERY (1976)
 JJ0911
 JJ0911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JJ0911'STATION SUB-SURFACE MARK WAS THE ONLY MARK RECOVERED IN GOOD
 JJ0911'CONDITION.  STATION SURFACE MARK WAS FOUND LEANING AND LOOSE IN THE
 JJ0911'GROUND.  STATION IS IN THE MIDDLE OF A LARGE CULTIVATED FIELD,
 JJ0911'THEREFORE A NEW STATION, HASWELL 2 WAS ESTABLISHED AT THIS TIME
 JJ0911'0.7 MILE WEST OF THIS POINT.
 JJ0911'
 JJ0911'HASWELL 1922 SUB-SURFACE MARK WAS LEFT IN POSITION.  IT IS ABOUT
 JJ0911'3 FEET BELOW THE GROUND SURFACE AND UNREFERENCED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0919 ***********************************************************************
 JJ0919  DESIGNATION -  HASWELL CHURCH SPIRE
 JJ0919  PID         -  JJ0919
 JJ0919  STATE/COUNTY-  CO/KIOWA
 JJ0919  USGS QUAD   -  HASWELL (1974)
 JJ0919
 JJ0919                         *CURRENT SURVEY CONTROL
 JJ0919  ___________________________________________________________________
 JJ0919* NAD 83(1992)-  38 27 00.99545(N)    103 09 49.90747(W)     ADJUSTED  
 JJ0919* NAVD 88     -                                                        
 JJ0919  ___________________________________________________________________
 JJ0919  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 JJ0919  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 JJ0919
 JJ0919  HORZ ORDER  -  THIRD
 JJ0919
 JJ0919.The horizontal coordinates were established by classical geodetic methods
 JJ0919.and adjusted by the National Geodetic Survey in January 1993..
 JJ0919
 JJ0919
 JJ0919.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0919
 JJ0919.The geoid height was determined by GEOID03.
 JJ0919
 JJ0919;                    North         East     Units Scale Factor Converg.
 JJ0919;SPC CO S     -   505,309.522 1,118,308.908   MT  1.00000314   +1 25 58.6
 JJ0919;SPC CO S     - 1,657,836.32  3,668,985.14   sFT  1.00000314   +1 25 58.6
 JJ0919;SPC CO C     -   375,908.122 1,118,307.041   MT  0.99999995   +1 28 24.2
 JJ0919;SPC CO C     - 1,233,291.90  3,668,979.02   sFT  0.99999995   +1 28 24.2
 JJ0919;UTM  13      - 4,257,372.807   660,223.515   MT  0.99991615   +1 08 31.3
 JJ0919
 JJ0919                          SUPERSEDED SURVEY CONTROL
 JJ0919
 JJ0919  NAD 83(1986)-  38 27 00.98906(N)    103 09 49.90501(W) AD(       ) 4
 JJ0919  NAD 27      -  38 27 00.97803(N)    103 09 48.17483(W) AD(       ) 3
 JJ0919
 JJ0919.Superseded values are not recommended for survey control.
 JJ0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0919.See file dsdata.txt to determine how the superseded data were derived.
 JJ0919
 JJ0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC6022457373(NAD 83)
 JJ0919_MARKER: 90 = CHURCH SPIRE
 JJ0919
 JJ0919  HISTORY     - Date     Condition        Report By
 JJ0919  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0919
 JJ0919                          STATION DESCRIPTION
 JJ0919
 JJ0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0919'THE STATION IS LOCATED IN THE SOUTH PART OF THE VILLAGE OF
 JJ0919'HASWELL.
 JJ0919'
 JJ0919'THE SPIRE IS ON A SMALL WHITE CHURCH OF WOOD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0920 ***********************************************************************
 JJ0920  DESIGNATION -  HASWELL DES MARTEAU COMM ELEV
 JJ0920  PID         -  JJ0920
 JJ0920  STATE/COUNTY-  CO/KIOWA
 JJ0920  USGS QUAD   -  HASWELL (1974)
 JJ0920
 JJ0920                         *CURRENT SURVEY CONTROL
 JJ0920  ___________________________________________________________________
 JJ0920* NAD 83(1992)-  38 27 20.12055(N)    103 09 31.35515(W)     ADJUSTED  
 JJ0920* NAVD 88     -                                                        
 JJ0920  ___________________________________________________________________
 JJ0920  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 JJ0920  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 JJ0920
 JJ0920  HORZ ORDER  -  THIRD
 JJ0920
 JJ0920.The horizontal coordinates were established by classical geodetic methods
 JJ0920.and adjusted by the National Geodetic Survey in January 1993..
 JJ0920
 JJ0920
 JJ0920.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0920
 JJ0920.The geoid height was determined by GEOID03.
 JJ0920
 JJ0920;                    North         East     Units Scale Factor Converg.
 JJ0920;SPC CO S     -   505,910.318 1,118,743.845   MT  1.00000414   +1 26 09.9
 JJ0920;SPC CO S     - 1,659,807.43  3,670,412.10   sFT  1.00000414   +1 26 09.9
 JJ0920;SPC CO C     -   376,509.223 1,118,741.552   MT  0.99999891   +1 28 35.9
 JJ0920;SPC CO C     - 1,235,264.01  3,670,404.58   sFT  0.99999891   +1 28 35.9
 JJ0920;UTM  13      - 4,257,971.336   660,661.458   MT  0.99991788   +1 08 43.3
 JJ0920
 JJ0920                          SUPERSEDED SURVEY CONTROL
 JJ0920
 JJ0920  NAD 83(1986)-  38 27 20.11440(N)    103 09 31.35195(W) AD(       ) 4
 JJ0920  NAD 27      -  38 27 20.10483(N)    103 09 29.61887(W) AD(       ) 3
 JJ0920
 JJ0920.Superseded values are not recommended for survey control.
 JJ0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0920.See file dsdata.txt to determine how the superseded data were derived.
 JJ0920
 JJ0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC6066157971(NAD 83)
 JJ0920_MARKER: 65 = GRAIN ELEVATOR
 JJ0920
 JJ0920  HISTORY     - Date     Condition        Report By
 JJ0920  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0920
 JJ0920                          STATION DESCRIPTION
 JJ0920
 JJ0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JJ0920'THE STATION IS LOCATED IN THE EASTERN PART OF THE VILLAGE
 JJ0920'OF HASWELL.
 JJ0920'
 JJ0920'THE ELEVATOR IS A LARGE, CONCRETE STRUCTURE, ABOUT 100 FEET
 JJ0920'HIGH, WITH A 60-FOOT HEADHOUSE ON TOP.  THE CENTER OF THE
 JJ0920'HEADHOUSE, WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4275 ***********************************************************************
 AE4275  DESIGNATION -  HAVEL
 AE4275  PID         -  AE4275
 AE4275  STATE/COUNTY-  CO/EL PASO
 AE4275  USGS QUAD   -  CALHAN (1970)
 AE4275
 AE4275                         *CURRENT SURVEY CONTROL
 AE4275  ___________________________________________________________________
 AE4275* NAD 83(1992)-  39 05 55.64849(N)    104 22 01.43359(W)     ADJUSTED  
 AE4275* NAVD 88     -      2016.4    (meters)    6615.     (feet)  GPS OBS   
 AE4275  ___________________________________________________________________
 AE4275  X           -  -1,230,236.040 (meters)                     COMP
 AE4275  Y           -  -4,802,912.961 (meters)                     COMP
 AE4275  Z           -   4,002,094.581 (meters)                     COMP
 AE4275  LAPLACE CORR-          -6.45  (seconds)                    DEFLEC99
 AE4275  ELLIP HEIGHT-        1998.23  (meters)          (12/03/02) GPS OBS
 AE4275  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 AE4275
 AE4275  HORZ ORDER  -  FIRST
 AE4275  ELLP ORDER  -  FOURTH    CLASS II
 AE4275
 AE4275.The horizontal coordinates were established by GPS observations
 AE4275.and adjusted by the National Geodetic Survey in October 1997..
 AE4275
 AE4275.The orthometric height was determined by GPS observations and a
 AE4275.high-resolution geoid model.
 AE4275
 AE4275.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4275
 AE4275.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4275
 AE4275.The ellipsoidal height was determined by GPS observations
 AE4275.and is referenced to NAD 83.
 AE4275
 AE4275.The geoid height was determined by GEOID03.
 AE4275
 AE4275;                    North         East     Units Scale Factor Converg.
 AE4275;SPC CO C     -   445,886.618 1,012,398.480   MT  0.99993591   +0 42 52.3
 AE4275;SPC CO C     - 1,462,879.68  3,321,510.68   sFT  0.99993591   +0 42 52.3
 AE4275;UTM  13      - 4,327,930.300   554,730.896   MT  0.99963688   +0 23 57.0
 AE4275
 AE4275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4275!SPC CO C     -   0.99968659  x   0.99993591  =   0.99962252
 AE4275!UTM  13      -   0.99968659  x   0.99963688  =   0.99932358
 AE4275
 AE4275                          SUPERSEDED SURVEY CONTROL
 AE4275
 AE4275  ELLIP H (10/31/97) 1998.24   (m)                       GP(       ) 4 1
 AE4275
 AE4275.Superseded values are not recommended for survey control.
 AE4275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4275.See file dsdata.txt to determine how the superseded data were derived.
 AE4275
 AE4275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED5473127930(NAD 83)
 AE4275_MARKER: DH = HORIZONTAL CONTROL DISK
 AE4275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4275_STAMPING: HAVEL 1996
 AE4275_MARK LOGO: NGS   
 AE4275_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE4275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4275+STABILITY: SURFACE MOTION
 AE4275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4275+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4275
 AE4275  HISTORY     - Date     Condition        Report By
 AE4275  HISTORY     - 1996     MONUMENTED       NGS
 AE4275
 AE4275                          STATION DESCRIPTION
 AE4275
 AE4275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE4275'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) EAST-NORTHEAST OF
 AE4275'PEYTON, 5.5.  MI (8.9 KM) NORTHWEST OF CALHAN AND 2.0 MI (3.2 KM)
 AE4275'SOUTH OF THE ELBERT-EL PASO CONTY LINE, IN THE SOUTHWEST 1/4 OF
 AE4275'SECTION 8, T 11 S, R 62 W.  OWNERSHIP--EL PASO COUNTY ROAD
 AE4275'RIGHT-OF-WAY  TO REACH THE STATION, GO TO THE INTERSECTION OF DZURIS
 AE4275'ROAD AND DZURIS WAY TO THE STATION IN THE NORTHEAST CORNER OF THE
 AE4275'INTERSECTION  THE MARK IS A STANDARD DISK SET IN A 50 CM ROUND
 AE4275'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 23.7 M (77.8 FT) NORTHEAST
 AE4275'FROM A FENCE CORNER, 21.8 M (71.5 FT) NORTH FROM THE CENTER OF DZURIS
 AE4275'ROAD, 10.9 M (35.8 FT) EAST FROM THE CENTER OF DZURIS WAY, 0.75 M
 AE4275'(2.46 FT) NORTH FROM A WITNESS POST, 0.5 M (1.6 FT) WEST FROM A FENCE
 AE4275'AND ABOUT 45 CM BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0801 ***********************************************************************
 KL0801  DESIGNATION -  HAWK
 KL0801  PID         -  KL0801
 KL0801  STATE/COUNTY-  CO/PITKIN
 KL0801  USGS QUAD   -  REDSTONE (1987)
 KL0801
 KL0801                         *CURRENT SURVEY CONTROL
 KL0801  ___________________________________________________________________
 KL0801* NAD 83(1992)-  39 08 17.76779(N)    107 10 23.09293(W)     ADJUSTED  
 KL0801* NAVD 88     -      3901.1    (meters)   12799.     (feet)  VERTCON   
 KL0801  ___________________________________________________________________
 KL0801  LAPLACE CORR-           9.76  (seconds)                    DEFLEC99
 KL0801  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 KL0801
 KL0801  HORZ ORDER  -  THIRD
 KL0801
 KL0801.The horizontal coordinates were established by classical geodetic methods
 KL0801.and adjusted by the National Geodetic Survey in January 1993..
 KL0801
 KL0801.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0801
 KL0801.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0801
 KL0801.The geoid height was determined by GEOID03.
 KL0801
 KL0801;                    North         East     Units Scale Factor Converg.
 KL0801;SPC CO C     -   450,989.852   769,768.727   MT  0.99993612   -1 03 18.7
 KL0801;SPC CO C     - 1,479,622.54  2,525,482.90   sFT  0.99993612   -1 03 18.7
 KL0801;UTM  13      - 4,334,369.290   312,186.607   MT  1.00003435   -1 22 19.3
 KL0801
 KL0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0801!SPC CO C     -   0.99939057  x   0.99993612  =   0.99932672
 KL0801!UTM  13      -   0.99939057  x   1.00003435  =   0.99942489
 KL0801
 KL0801                          SUPERSEDED SURVEY CONTROL
 KL0801
 KL0801  NAD 83(1986)-  39 08 17.76356(N)    107 10 23.09747(W) AD(       ) 3
 KL0801  NGVD 29 (11/04/91) 3899.3    (m)        12793.     (f) VERT ANG       
 KL0801
 KL0801.Superseded values are not recommended for survey control.
 KL0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0801.See file dsdata.txt to determine how the superseded data were derived.
 KL0801
 KL0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD1218734369(NAD 83)
 KL0801_MARKER: DD = SURVEY DISK
 KL0801_SETTING: 80 = SET IN A BOULDER
 KL0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0801+STABILITY: SURFACE MOTION
 KL0801
 KL0801  HISTORY     - Date     Condition        Report By
 KL0801  HISTORY     - 1959     MONUMENTED       USGS
 KL0801
 KL0801                          STATION DESCRIPTION
 KL0801
 KL0801'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 KL0801'STATION IS LOCATED 5 MI. S. OF AND 3 MI. E. OF REDSTONE, COLORADO,
 KL0801'4.5 MI. E. OF PLACITA, COLORADO, AND AT THE HEAD OF HAWK CREEK.
 KL0801'
 KL0801'TO REACH STATION FROM REDSTONE, COLORADO, GO S. ON THE RD. TOWARD
 KL0801'MARBLE, COLORADO, TO A RIVER CROSSING (1/2 MI. N. OF PLACITA).  PACK
 KL0801'E. ON GOVERNMENT TRAIL FOR 2.0 MI. TO A T-INTERSECTION OF TRAILS.
 KL0801'PACK N. ON TRAIL TO KLINE CREEK.  PACK NW. AROUND THE POINT OF A
 KL0801'RIDGE, THENCE E. TO THE INTERSECTION OF TRAIL AND THE N. FORK OF
 KL0801'KLINE CREEK.  CROSS THE CREEK AND PROCEED ON TRAIL E. ON THE N. SIDE
 KL0801'OF THE DRAIN FOR ABOUT 3 MI. TO A CANYON INTERSECTION FROM THE NE.
 KL0801'PACK NE. UP THE CANYON ABOUT 200 FT. ABOVE THE DRAIN ON THE E. SIDE.
 KL0801'BEAR E. TO A LOW SADDLE OVERLOOKING AVALANCHE CREEK.  TURN UP RIDGE
 KL0801'AND SIDE HILL TO THE SECOND TOP AND STATION.  THE MARK IS ON THE
 KL0801'CENTER TOP OF THREE TOPS.  A HIGHER TOP IS LOCATED 500 FT. E. OF THE
 KL0801'STATION MARK.
 KL0801'
 KL0801'STATION MARK--A STANDARD TABLET CEMENTED IN TOP OF A LARGE BOULDER ON
 KL0801'TOP OF THE TOP, STAMPED---HAWK VABM 1959---.
 KL0801'
 KL0801'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0172 ***********************************************************************
 LK0172  DESIGNATION -  HAXTUN
 LK0172  PID         -  LK0172
 LK0172  STATE/COUNTY-  CO/PHILLIPS
 LK0172  USGS QUAD   -  HAXTUN EAST (1980)
 LK0172
 LK0172                         *CURRENT SURVEY CONTROL
 LK0172  ___________________________________________________________________
 LK0172* NAD 83(1986)-  40 38 44.     (N)    102 37 25.     (W)     SCALED    
 LK0172* NAVD 88     -      1228.286  (meters)    4029.80   (feet)  ADJUSTED  
 LK0172  ___________________________________________________________________
 LK0172  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 LK0172  DYNAMIC HT  -        1227.392 (meters)    4026.87  (feet)  COMP
 LK0172  MODELED GRAV-     979,853.5   (mgal)                       NAVD 88
 LK0172
 LK0172  VERT ORDER  -  SECOND    CLASS 0
 LK0172
 LK0172.The horizontal coordinates were scaled from a topographic map and have
 LK0172.an estimated accuracy of +/- 6 seconds.
 LK0172
 LK0172.The orthometric height was determined by differential leveling
 LK0172.and adjusted by the National Geodetic Survey in June 1991..
 LK0172
 LK0172.The geoid height was determined by GEOID03.
 LK0172
 LK0172.The dynamic height is computed by dividing the NAVD 88
 LK0172.geopotential number by the normal gravity value computed on the
 LK0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0172.degrees latitude (g = 980.6199 gals.).
 LK0172
 LK0172.The modeled gravity was interpolated from observed gravity values.
 LK0172
 LK0172;                    North         East    Units  Estimated Accuracy
 LK0172;SPC CO N     -   454,450.    1,157,650.      MT  (+/- 180 meters Scaled)
 LK0172
 LK0172                          SUPERSEDED SURVEY CONTROL
 LK0172
 LK0172  NGVD 29 (??/??/92) 1227.763  (m)         4028.09   (f) ADJ UNCH    2 0
 LK0172
 LK0172.Superseded values are not recommended for survey control.
 LK0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0172.See file dsdata.txt to determine how the superseded data were derived.
 LK0172
 LK0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF009021(NAD 83)
 LK0172_MARKER: DB = BENCH MARK DISK
 LK0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0172_STAMPING: 4028.086 HAXTUN 1934
 LK0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0172+STABILITY: SURFACE MOTION
 LK0172
 LK0172  HISTORY     - Date     Condition        Report By
 LK0172  HISTORY     - 1934     MONUMENTED       LOCENG
 LK0172  HISTORY     - 1942     GOOD             NGS
 LK0172
 LK0172                          STATION DESCRIPTION
 LK0172
 LK0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LK0172'AT HAXTUN.
 LK0172'AT HUXTUN, PHILLIPS COUNTY, AT THE NORTHWEST CORNER OF THE CITY
 LK0172'PARK, 138 FEET SOUTHEAST OF THE NORTHWEST CORNER OF THE ROCK WALL,
 LK0172'101 FEET EAST OF THE CENTERLINE OF THE STREET ON THE WEST SIDE OF
 LK0172'THE PARK, 144 FEET SOUTH OF THE CENTERLINE OF THE STREET ON THE NORTH
 LK0172'SIDE OF THE PARK, 67 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 LK0172'REST ROOMS, AND 1 FOOT EAST OF THE SIDEWALK.  A STANDARD DISK,
 LK0172'STAMPED 4028.086 HAXTUN 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0591 ***********************************************************************
 LK0591  DESIGNATION -  HAXTUN
 LK0591  PID         -  LK0591
 LK0591  STATE/COUNTY-  CO/PHILLIPS
 LK0591  USGS QUAD   -  HAXTUN WEST (1980)
 LK0591
 LK0591                         *CURRENT SURVEY CONTROL
 LK0591  ___________________________________________________________________
 LK0591* NAD 83(1992)-  40 38 22.46067(N)    102 37 48.11643(W)     ADJUSTED  
 LK0591* NAVD 88     -      1279.1    (meters)    4197.     (feet)  VERTCON   
 LK0591  ___________________________________________________________________
 LK0591  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 LK0591  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 LK0591
 LK0591  HORZ ORDER  -  SECOND
 LK0591
 LK0591.The horizontal coordinates were established by classical geodetic methods
 LK0591.and adjusted by the National Geodetic Survey in January 1993..
 LK0591
 LK0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0591
 LK0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0591
 LK0591.The geoid height was determined by GEOID03.
 LK0591
 LK0591;                    North         East     Units Scale Factor Converg.
 LK0591;SPC CO N     -   453,764.755 1,157,130.376   MT  0.99997983   +1 51 15.8
 LK0591;SPC CO N     - 1,488,726.53  3,796,351.91   sFT  0.99997983   +1 51 15.8
 LK0591;UTM  13      - 4,501,447.785   700,408.496   MT  1.00009439   +1 32 38.6
 LK0591
 LK0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0591!SPC CO N     -   0.99980258  x   0.99997983  =   0.99978242
 LK0591!UTM  13      -   0.99980258  x   1.00009439  =   0.99989696
 LK0591
 LK0591:                Primary Azimuth Mark                     Grid Az
 LK0591:SPC CO N     -  PAOLI                                    100 38 57.6
 LK0591:UTM  13      -  PAOLI                                    100 57 34.8
 LK0591
 LK0591|---------------------------------------------------------------------|
 LK0591| PID    Reference Object                     Distance      Geod. Az  |
 LK0591|                                                           dddmmss.s |
 LK0591| LK0507 PAOLI                               APPROX.13.6 KM 1023013.4 |
 LK0591|---------------------------------------------------------------------|
 LK0591
 LK0591                          SUPERSEDED SURVEY CONTROL
 LK0591
 LK0591  NAD 83(1986)-  40 38 22.45647(N)    102 37 48.11730(W) AD(       ) 2
 LK0591  NAD 27      -  40 38 22.47770(N)    102 37 46.44119(W) AD(       ) 2
 LK0591  NGVD 29 (07/19/86) 1278.6    (m)         4195.     (f) VERT ANG       
 LK0591
 LK0591.Superseded values are not recommended for survey control.
 LK0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0591.See file dsdata.txt to determine how the superseded data were derived.
 LK0591
 LK0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF0040801448(NAD 83)
 LK0591_MARKER: DD = SURVEY DISK
 LK0591_SETTING: 0 = UNSPECIFIED SETTING
 LK0591
 LK0591  HISTORY     - Date     Condition        Report By
 LK0591  HISTORY     - 1971     MONUMENTED       USGS
 LK0591  HISTORY     - 1971     GOOD             USGS
 LK0591
 LK0591                          STATION DESCRIPTION
 LK0591
 LK0591'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 LK0591'THE STATION WAS RECOVERED AND REDESCRIBED AS FOLLOWS
 LK0591'
 LK0591'THE STATION IS LOCATED ON THE ROOF OF THE HEADER HOUSE OF THE HAXTUN
 LK0591'CO-OP ASSOCIATION GRAIN ELEVATOR IN HAXTUN, COLORADO.  STATION MARK
 LK0591'IS 11.5 FT. E. OF THE W. WALL AND 8.3 FT. S. OF THE N. WALL.
 LK0591'
 LK0591'STATION MARK--STANDARD USGS ALUMINUM TABLET, CEMENTED TO THE CONCRETE
 LK0591'ROOF, STAMPED ---HAXTUN E.T. 1960-1971---.
 LK0591'
 LK0591'NO REFERENCE MARKS ESTABLISHED.
 LK0591'
 LK0591'STATION ---PAOLI E.T. 1971--- IS VISIBLE FROM THIS STATION AND WILL
 LK0591'SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS WERE MADE FROM A
 LK0591'STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0590 ***********************************************************************
 LK0590  DESIGNATION -  HAXTUN FARMERS COOP ELEVR
 LK0590  PID         -  LK0590
 LK0590  STATE/COUNTY-  CO/PHILLIPS
 LK0590  USGS QUAD   -  HAXTUN WEST (1980)
 LK0590
 LK0590                         *CURRENT SURVEY CONTROL
 LK0590  ___________________________________________________________________
 LK0590* NAD 83(1992)-  40 38 22.36765(N)    102 37 48.00377(W)     ADJUSTED  
 LK0590* NAVD 88     -                                                        
 LK0590  ___________________________________________________________________
 LK0590  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 LK0590  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 LK0590
 LK0590  HORZ ORDER  -  THIRD
 LK0590
 LK0590.The horizontal coordinates were established by classical geodetic methods
 LK0590.and adjusted by the National Geodetic Survey in January 1993..
 LK0590
 LK0590
 LK0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0590
 LK0590.The geoid height was determined by GEOID03.
 LK0590
 LK0590;                    North         East     Units Scale Factor Converg.
 LK0590;SPC CO N     -   453,761.973 1,157,133.114   MT  0.99997983   +1 51 15.8
 LK0590;SPC CO N     - 1,488,717.41  3,796,360.89   sFT  0.99997983   +1 51 15.8
 LK0590;UTM  13      - 4,501,444.988   700,411.220   MT  1.00009440   +1 32 38.7
 LK0590
 LK0590                          SUPERSEDED SURVEY CONTROL
 LK0590
 LK0590  NAD 83(1986)-  40 38 22.36277(N)    102 37 48.00420(W) AD(       ) 4
 LK0590  NAD 27      -  40 38 22.38597(N)    102 37 46.34617(W) AD(       ) 3
 LK0590
 LK0590.Superseded values are not recommended for survey control.
 LK0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0590.See file dsdata.txt to determine how the superseded data were derived.
 LK0590
 LK0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF0041101445(NAD 83)
 LK0590_MARKER: 65 = GRAIN ELEVATOR
 LK0590
 LK0590  HISTORY     - Date     Condition        Report By
 LK0590  HISTORY     - 1969     FIRST OBSERVED   CGS
 LK0590
 LK0590                          STATION DESCRIPTION
 LK0590
 LK0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 LK0590'THE STATION IS LOCATED BETWEEN SOUTH UTAH AVENUE AND SOUTH LOGAN
 LK0590'AVENUE IN HAXTUN.  IT IS 40 FEET SOUTH OF THE MAIN TRACK OF THE
 LK0590'BURLINGTON RAILROAD AND 0.1 MILE NORTH OF U.S. HIGHWAY 6.  THE
 LK0590'ELEVATOR HAS AN OVER-ALL HEIGHT OF 150 FEET.  THE POINT
 LK0590'INTERSECTED WAS THE RED LIGHT ATOP A SMALL MAST WHICH IS AFFIXED
 LK0590'TO THE TOP OF THE HEAD HOUSE OF THE ELEVATOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0588 ***********************************************************************
 LK0588  DESIGNATION -  HAXTUN MUN WATER TANK
 LK0588  PID         -  LK0588
 LK0588  STATE/COUNTY-  CO/PHILLIPS
 LK0588  USGS QUAD   -  HAXTUN WEST (1980)
 LK0588
 LK0588                         *CURRENT SURVEY CONTROL
 LK0588  ___________________________________________________________________
 LK0588* NAD 83(1992)-  40 38 40.22078(N)    102 37 40.63014(W)     ADJUSTED  
 LK0588* NAVD 88     -                                                        
 LK0588  ___________________________________________________________________
 LK0588  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 LK0588  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 LK0588
 LK0588  HORZ ORDER  -  THIRD
 LK0588
 LK0588.The horizontal coordinates were established by classical geodetic methods
 LK0588.and adjusted by the National Geodetic Survey in January 1993..
 LK0588
 LK0588
 LK0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0588
 LK0588.The geoid height was determined by GEOID03.
 LK0588
 LK0588;                    North         East     Units Scale Factor Converg.
 LK0588;SPC CO N     -   454,317.987 1,157,288.451   MT  0.99998042   +1 51 20.6
 LK0588;SPC CO N     - 1,490,541.60  3,796,870.53   sFT  0.99998042   +1 51 20.6
 LK0588;UTM  13      - 4,502,000.216   700,569.582   MT  1.00009518   +1 32 44.1
 LK0588
 LK0588                          SUPERSEDED SURVEY CONTROL
 LK0588
 LK0588  NAD 83(1986)-  40 38 40.21599(N)    102 37 40.63072(W) AD(       ) 4
 LK0588  NAD 27      -  40 38 40.24094(N)    102 37 38.97292(W) AD(       ) 3
 LK0588
 LK0588.Superseded values are not recommended for survey control.
 LK0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0588.See file dsdata.txt to determine how the superseded data were derived.
 LK0588
 LK0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF0057002000(NAD 83)
 LK0588_MARKER: 53 = ELEVATED TANK
 LK0588
 LK0588  HISTORY     - Date     Condition        Report By
 LK0588  HISTORY     - 1969     FIRST OBSERVED   CGS
 LK0588
 LK0588                          STATION DESCRIPTION
 LK0588
 LK0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 LK0588'THE STATION IS LOCATED 1/2 BLOCK EAST OF N COLORADO AVE. ON
 LK0588'BRYAN STREET IN HAXTUN.  THE TANK IS 95 FEET HIGH SUPPORTED BY
 LK0588'4 LEGS AND IS PAINTED SILVER.  THE POINT OBSERVED WAS THE FINIAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0587 ***********************************************************************
 LK0587  DESIGNATION -  HAXTUN MW NO 4 MAST
 LK0587  PID         -  LK0587
 LK0587  STATE/COUNTY-  CO/PHILLIPS
 LK0587  USGS QUAD   -  HAXTUN WEST (1980)
 LK0587
 LK0587                         *CURRENT SURVEY CONTROL
 LK0587  ___________________________________________________________________
 LK0587* NAD 83(1992)-  40 40 29.21413(N)    102 37 39.86321(W)     ADJUSTED  
 LK0587* NAVD 88     -                                                        
 LK0587  ___________________________________________________________________
 LK0587  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 LK0587  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 LK0587
 LK0587  HORZ ORDER  -  THIRD
 LK0587
 LK0587.The horizontal coordinates were established by classical geodetic methods
 LK0587.and adjusted by the National Geodetic Survey in January 1993..
 LK0587
 LK0587
 LK0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0587
 LK0587.The geoid height was determined by GEOID03.
 LK0587
 LK0587;                    North         East     Units Scale Factor Converg.
 LK0587;SPC CO N     -   457,678.808 1,157,197.581   MT  0.99998419   +1 51 21.1
 LK0587;SPC CO N     - 1,501,567.89  3,796,572.40   sFT  0.99998419   +1 51 21.1
 LK0587;UTM  13      - 4,505,361.859   700,496.871   MT  1.00009482   +1 32 48.0
 LK0587
 LK0587                          SUPERSEDED SURVEY CONTROL
 LK0587
 LK0587  NAD 83(1986)-  40 40 29.20926(N)    102 37 39.86368(W) AD(       ) 4
 LK0587  NAD 27      -  40 40 29.23007(N)    102 37 38.20272(W) AD(       ) 3
 LK0587
 LK0587.Superseded values are not recommended for survey control.
 LK0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0587.See file dsdata.txt to determine how the superseded data were derived.
 LK0587
 LK0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF0049705362(NAD 83)
 LK0587_MARKER: 44 = MICROWAVE MAST
 LK0587
 LK0587  HISTORY     - Date     Condition        Report By
 LK0587  HISTORY     - 1969     FIRST OBSERVED   CGS
 LK0587
 LK0587                          STATION DESCRIPTION
 LK0587
 LK0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 LK0587'THE STATION IS LOCATED 2.6 MILES NORTH OF HAXTUN, 210 FEET WEST OF A
 LK0587'BLACKTOP ROAD AND OWNED BY THE FEDERAL AVIATION AGENCY.  THE MAST
 LK0587'IS A STEEL STRUCTURE PAINTED IN ALTERNATE SECTIONS OF RED AND
 LK0587'WHITE.  THE MAST HAS AN OVER-ALL HEIGHT OF 135 FEET.  THE POINT
 LK0587'INTERSECTED WAS THE RED LIGHT ATOP THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0390 ***********************************************************************
 JM0390  DESIGNATION -  HAY
 JM0390  PID         -  JM0390
 JM0390  STATE/COUNTY-  CO/SAN MIGUEL
 JM0390  USGS QUAD   -  HOTCHKISS RESERVOIR (1972)
 JM0390
 JM0390                         *CURRENT SURVEY CONTROL
 JM0390  ___________________________________________________________________
 JM0390* NAD 83(1992)-  38 08 01.73523(N)    108 01 15.25519(W)     ADJUSTED  
 JM0390* NAVD 88     -      2697.5    (meters)    8850.     (feet)  VERTCON   
 JM0390  ___________________________________________________________________
 JM0390  LAPLACE CORR-           7.54  (seconds)                    DEFLEC99
 JM0390  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 JM0390
 JM0390  HORZ ORDER  -  SECOND
 JM0390
 JM0390.The horizontal coordinates were established by classical geodetic methods
 JM0390.and adjusted by the National Geodetic Survey in January 1993..
 JM0390
 JM0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0390
 JM0390.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0390
 JM0390.The geoid height was determined by GEOID03.
 JM0390
 JM0390;                    North         East     Units Scale Factor Converg.
 JM0390;SPC CO S     -   470,614.519   693,423.431   MT  0.99995904   -1 32 46.6
 JM0390;SPC CO S     - 1,544,007.80  2,275,006.71   sFT  0.99995904   -1 32 46.6
 JM0390;UTM  12      - 4,224,856.114   761,108.853   MT  1.00043976   +1 50 26.3
 JM0390;UTM  13      - 4,224,974.727   235,225.955   MT  1.00046350   -1 51 59.4
 JM0390
 JM0390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0390!SPC CO S     -   0.99957950  x   0.99995904  =   0.99953855
 JM0390!UTM  12      -   0.99957950  x   1.00043976  =   1.00001907
 JM0390!UTM  13      -   0.99957950  x   1.00046350  =   1.00004280
 JM0390
 JM0390:                Primary Azimuth Mark                     Grid Az
 JM0390:SPC CO S     -  HAY AZ MK                                003 27 49.2
 JM0390:UTM  12      -  HAY AZ MK                                000 04 36.3
 JM0390:UTM  13      -  HAY AZ MK                                003 47 02.0
 JM0390
 JM0390|---------------------------------------------------------------------|
 JM0390| PID    Reference Object                     Distance      Geod. Az  |
 JM0390|                                                           dddmmss.s |
 JM0390| CM7403 HAY AZ MK                                          0015502.6 |
 JM0390| CM7404 HAY RM 1                             13.225 METERS 09003     |
 JM0390| CM7405 HAY RM 2                             18.135 METERS 17449     |
 JM0390|---------------------------------------------------------------------|
 JM0390
 JM0390                          SUPERSEDED SURVEY CONTROL
 JM0390
 JM0390  NAD 83(1986)-  38 08 01.72898(N)    108 01 15.24318(W) AD(       ) 2
 JM0390  NAD 27      -  38 08 01.75630(N)    108 01 12.99310(W) AD(       ) 2
 JM0390  NGVD 29 (07/19/86) 2696.0    (m)         8845.     (f) VERT ANG       
 JM0390
 JM0390.Superseded values are not recommended for survey control.
 JM0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0390.See file dsdata.txt to determine how the superseded data were derived.
 JM0390
 JM0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH6110924856(NAD 83)
 JM0390_MARKER: DS = TRIANGULATION STATION DISK
 JM0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0390
 JM0390  HISTORY     - Date     Condition        Report By
 JM0390  HISTORY     - 1958     MONUMENTED       CGS
 JM0390
 JM0390                          STATION DESCRIPTION
 JM0390
 JM0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 JM0390'STATION IS ABOUT 13 MILES WEST OF RIDGEWAY, 8 MILES NORTHWEST
 JM0390'OF PLACERVILLE AND 1-1/2 MILES SOUTH OF THE MONTROSE-SAN MIGUEL
 JM0390'COUNTY LINE.  IT IS IN TIMBER IN A LOW AREA.
 JM0390'
 JM0390'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 550 AND STATE
 JM0390'HIGHWAY 62 ABOUT 1/2 MILE EAST OF RIDGEWAY, GO WEST ON STATE
 JM0390'HIGHWAY 62 FOR 11.7 MILES TO THE SUMMIT OF DALLAS DIVIDE,
 JM0390'CONTINUE WEST ON HIGHWAY 62 FOR 3.2 MILES TO A SIDE ROAD
 JM0390'RIGHT, TURN RIGHT, NORTH, ON GRADED ROAD FOR 5.5 MILES TO
 JM0390'A SIDE ROAD RIGHT, CONTINUE STRAIGHT AHEAD FOR 1.7 MILES TO
 JM0390'A SIDE ROAD RIGHT, CONTINUE ON MAIN TRAVELED ROAD,
 JM0390'NORTHWESTERLY FOR 0.25 MILE TO A CATTLE GUARD, CONTINUE
 JM0390'STRAIGHT AHEAD FOR 0.85 MILE TO A CATTLE GUARD, TURN
 JM0390'RIGHT WITH ROAD FOR 0.5 MILE TO A SIDE ROAD LEFT, TURN
 JM0390'LEFT, SOUTH FOR 0.5 MILE TO A WIRE GATE, PASS THROUGH
 JM0390'GATE AND CONTINUE SOUTH FOR 0.6 MILE TO A TRIANGLE BLAZED
 JM0390'ASPEN TREE ON THE LEFT AND THE AZIMUTH MARK, CONTINUE ON
 JM0390'TRACK ROAD FOR 0.15 MILE TO A WIRE GATE, PASS THROUGH GATE
 JM0390'AND CONTINUE SOUTH FOR 0.05 MILE TO A 12 INCH ASPEN WITH A
 JM0390'TRIANGLE BLAZE ON THE EAST SIDE AND STATION ON THE
 JM0390'RIGHT.
 JM0390'
 JM0390'STATION MARKS ARE STANDARD DISKS, STAMPED HAY 1958.  SURFACE
 JM0390'MARK IS SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST
 JM0390'PROJECTING 6 INCHES.  IT IS 45 FEET WEST OF A EAST RIGHT-OF-WAY
 JM0390'FENCELINE, 18 FEET WEST OF A TRACK ROAD CENTER, 9.5 FEET
 JM0390'SOUTH OF A 12 INCH ASPEN TREE WITH TRIANGLE BLAZE ON THE
 JM0390'EAST SIDE AND 2 FEET EAST OF A NORTH-SOUTH RIGHT-OF-WAY
 JM0390'FENCELINE.  THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF
 JM0390'CONCRETE 30 INCHES BELOW THE GROUND SURFACE.  NO WITNESS
 JM0390'POST WAS SET.
 JM0390'
 JM0390'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HAY NO 1 1958,
 JM0390'SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING
 JM0390'4 INCHES.  IT IS 43 FEET EAST-SOUTHEAST OF THE TRIANGLE BLAZED
 JM0390'TREE, 45 FEET EAST OF THE WEST RIGHT-OF-WAY FENCE, 26 FEET
 JM0390'EAST OF THE TRACK ROAD CENTER AND 1 FOOT WEST OF THE EAST
 JM0390'RIGHT-OF-WAY FENCE.
 JM0390'
 JM0390'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HAY NO 2 1958,
 JM0390'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK MEASURING 2 X 1
 JM0390'FEET AND PROJECTING 1 INCH.  IT IS 69 FEET SOUTH OF THE
 JM0390'TRIANGLE BLAZED TREE, 36 FEET WEST OF THE EAST RIGHT-OF-WAY
 JM0390'FENCE, 14 FEET WEST OF THE CENTER OF TRACK ROAD AND 7 FEET
 JM0390'EAST OF THE WEST RIGHT-OF-WAY FENCE.
 JM0390'
 JM0390'AZIMUTH MARK IS A STANDARD DISK, STAMPED HAY 1958, SET IN
 JM0390'DRILL HOLE IN OUTCROPPING BEDROCK MEASURING 3 X 2 FEET AND
 JM0390'PROJECTING 1 INCH.  IT IS 23 FEET EAST OF THE TRACK ROAD
 JM0390'CENTER, 22 FEET SOUTHEAST OF AN 8 INCH ASPEN TREE WITH A
 JM0390'TRIANGLE BLAZE ON THE WEST SIDE.  NO WITNESS POST WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0827 ***********************************************************************
 JL0827  DESIGNATION -  HAYDEN
 JL0827  PID         -  JL0827
 JL0827  STATE/COUNTY-  CO/SAN MIGUEL
 JL0827  USGS QUAD   -  SAMS (1982)
 JL0827
 JL0827                         *CURRENT SURVEY CONTROL
 JL0827  ___________________________________________________________________
 JL0827* NAD 83(1992)-  38 01 50.20851(N)    107 54 33.27845(W)     ADJUSTED  
 JL0827* NAVD 88     -      3962.2    (meters)   12999.     (feet)  VERTCON   
 JL0827  ___________________________________________________________________
 JL0827  LAPLACE CORR-          10.38  (seconds)                    DEFLEC99
 JL0827  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 JL0827
 JL0827  HORZ ORDER  -  FIRST
 JL0827
 JL0827.The horizontal coordinates were established by classical geodetic methods
 JL0827.and adjusted by the National Geodetic Survey in January 1993..
 JL0827
 JL0827.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0827
 JL0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0827
 JL0827.The geoid height was determined by GEOID03.
 JL0827
 JL0827;                    North         East     Units Scale Factor Converg.
 JL0827;SPC CO S     -   458,905.339   702,913.756   MT  0.99995126   -1 28 40.0
 JL0827;SPC CO S     - 1,505,591.93  2,306,142.88   sFT  0.99995126   -1 28 40.0
 JL0827;UTM  13      - 4,213,207.454   244,655.686   MT  1.00040310   -1 47 35.9
 JL0827
 JL0827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0827!SPC CO S     -   0.99938121  x   0.99995126  =   0.99933250
 JL0827!UTM  13      -   0.99938121  x   1.00040310  =   0.99978406
 JL0827
 JL0827:                Primary Azimuth Mark                     Grid Az
 JL0827:SPC CO S     -  MOUNTAIN ST TT CO MICROWAVE 33           004 20 41.9
 JL0827:UTM  13      -  MOUNTAIN ST TT CO MICROWAVE 33           004 39 37.8
 JL0827
 JL0827|---------------------------------------------------------------------|
 JL0827| PID    Reference Object                     Distance      Geod. Az  |
 JL0827|                                                           dddmmss.s |
 JL0827| JL0829 MOUNTAIN ST TT CO MICROWAVE 33      APPROX.15.5 KM 0025201.9 |
 JL0827| CM7406 HAYDEN AZ MK                                       0351824.9 |
 JL0827| CM7287 WETTERHORN CIGAR PEAK                              0842519.8 |
 JL0827| CM7407 HAYDEN RM 1                           8.035 METERS 08616     |
 JL0827| CM7408 HAYDEN RM 2                          11.110 METERS 25617     |
 JL0827|---------------------------------------------------------------------|
 JL0827
 JL0827                          SUPERSEDED SURVEY CONTROL
 JL0827
 JL0827  NAD 83(1986)-  38 01 50.20060(N)    107 54 33.26529(W) AD(       ) 1
 JL0827  NAD 27      -  38 01 50.22780(N)    107 54 31.04040(W) AD(       ) 1
 JL0827  NGVD 29 (07/19/86) 3960.5    (m)        12994.     (f) VERT ANG       
 JL0827
 JL0827.Superseded values are not recommended for survey control.
 JL0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0827.See file dsdata.txt to determine how the superseded data were derived.
 JL0827
 JL0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC4465613207(NAD 83)
 JL0827_MARKER: DS = TRIANGULATION STATION DISK
 JL0827_SETTING: 66 = SET IN ROCK OUTCROP
 JL0827
 JL0827  HISTORY     - Date     Condition        Report By
 JL0827  HISTORY     - 1958     MONUMENTED       CGS
 JL0827
 JL0827                          STATION DESCRIPTION
 JL0827
 JL0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 JL0827'THE STATION IS LOCATED ON THE HIGHEST POINT OF HAYDEN PEAK
 JL0827'WHICH IS NEAR THE WEST END OF A LONG EAST-WEST CHAIN OF MOUNTAINS.
 JL0827'SEVERAL PEAKS TO THE EAST ARE HIGHER.  IT IS ABOUT 31 MILES
 JL0827'SOUTH AND 3 MILES WEST OF MONTROSE, 12 MILES SOUTHWEST OF
 JL0827'RIDGWAY, 7-3/4 MILES EAST OF PLACERVILLE AND ABOUT 7 MILES NORTH
 JL0827'OF WHAT IS LOCALLY KNOWN AS VANCE JUNCTION.
 JL0827'
 JL0827'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 550 AND STATE HIGHWAYS
 JL0827'62 AND 789, ABOUT 1/2 MILE EAST OF RIDGWAY, GO WESTERLY ON
 JL0827'STATE HIGHWAY 62 FOR 13.5 MILES TO THE TOP OF THE DALLAS
 JL0827'DIVIDE AND SIDE ROAD AT BOARD GATE ON LEFT.  TURN LEFT AND
 JL0827'FOLLOW LOGGING ROAD SOUTHERLY FOR 3.35 MILES TO A FORK.  TAKE
 JL0827'RIGHT FORK AND CONTINUE FOR 0.05 MILE TO A FORK.  TAKE RIGHT
 JL0827'FORK AND CONTINUE FOR 0.05 MILE TO A FORK.  TAKE LEFT FORK
 JL0827'AND CONTINUE FOR 0.2 MILE TO A FORK.  TAKE LEFT FORK AND
 JL0827'CONTINUE FOR 0.05 MILE TO A FORK.  TAKE RIGHT FORK AND
 JL0827'CONTINUE FOR 0.6 MILE TO A FORK AT SUGGESTED CAMP SITE AND
 JL0827'ETT.  PACK SOUTHERLY FROM FORK UP DRAW ON THE EAST SIDE OF
 JL0827'HAYDEN PEAK FOR ABOUT 2 HOURS TO A SPARSELY TIMBERED, GRASSY
 JL0827'SLOPE.  BEAR RIGHT, WEST, FOR ABOUT 2 HOURS TO TOP OF
 JL0827'NORTHEAST-SOUTHWEST RIDGE.  BEAR LEFT, SOUTHWEST, ALONG TOP
 JL0827'OF RIDGE FOR ABOUT 1 HOUR TO THE SUMMIT AND STATION.
 JL0827'AZIMUTH MARK IS ON THE EXTREME NORTHEAST END OF ABOVE
 JL0827'MENTIONED RIDGE.
 JL0827'
 JL0827'STATION MARK IS A STANDARD DISK, STAMPED HAYDEN 1958.  IT IS
 JL0827'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 21
 JL0827'FEET EAST OF A 3 FOOT CAIRN AND 9 FEET SOUTH OF THE NORTH EDGE
 JL0827'OF THE BLUFF.
 JL0827'
 JL0827'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HAYDEN NO 1 1958.
 JL0827'IT IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS
 JL0827'46 FEET EAST OF THE CAIRN AND 6 INCHES SOUTH OF THE NORTH EDGE
 JL0827'OF THE BLUFF.
 JL0827'
 JL0827'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HAYDEN NO 2 1958.
 JL0827'IT IS CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS
 JL0827'20 FEET SOUTHWEST OF THE CAIRN AND 21 FEET SOUTH OF THE NORTH
 JL0827'EDGE OF THE BLUFF.
 JL0827'
 JL0827'AZIMUTH MARK IS A STANDARD DISK, STAMPED HAYDEN 1958.  IT IS
 JL0827'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS
 JL0827'ABOUT 4 FEET WEST OF A 2 FOOT CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1324 ***********************************************************************
 LL1324  DESIGNATION -  HAYSTACK
 LL1324  PID         -  LL1324
 LL1324  STATE/COUNTY-  CO/BOULDER
 LL1324  USGS QUAD   -  NIWOT (1979)
 LL1324
 LL1324                         *CURRENT SURVEY CONTROL
 LL1324  ___________________________________________________________________
 LL1324* NAD 83(1992)-  40 06 40.17264(N)    105 13 28.05065(W)     ADJUSTED  
 LL1324* NAVD 88     -      1705.     (meters)    5594.     (feet)  SCALED    
 LL1324  ___________________________________________________________________
 LL1324  LAPLACE CORR-         -18.38  (seconds)                    DEFLEC99
 LL1324  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 LL1324
 LL1324  HORZ ORDER  -  THIRD
 LL1324
 LL1324.The horizontal coordinates were established by classical geodetic methods
 LL1324.and adjusted by the National Geodetic Survey in January 1993..
 LL1324
 LL1324.The orthometric height was scaled from a topographic map.
 LL1324
 LL1324.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1324
 LL1324.The geoid height was determined by GEOID03.
 LL1324
 LL1324;                    North         East     Units Scale Factor Converg.
 LL1324;SPC CO N     -   391,199.133   937,892.199   MT  0.99995980   +0 10 40.9
 LL1324;SPC CO N     - 1,283,459.16  3,077,067.99   sFT  0.99995980   +0 10 40.9
 LL1324;UTM  13      - 4,440,119.047   480,871.384   MT  0.99960450   -0 08 40.6
 LL1324
 LL1324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1324!SPC CO N     -   0.99973511  x   0.99995980  =   0.99969492
 LL1324!UTM  13      -   0.99973511  x   0.99960450  =   0.99933972
 LL1324
 LL1324:                Primary Azimuth Mark                     Grid Az
 LL1324:SPC CO N     -  BHMBH 1                                  346 09 50.9
 LL1324:UTM  13      -  BHMBH 1                                  346 29 12.4
 LL1324
 LL1324|---------------------------------------------------------------------|
 LL1324| PID    Reference Object                     Distance      Geod. Az  |
 LL1324|                                                           dddmmss.s |
 LL1324| LL1329 BHMBH 1                             APPROX. 2.2 KM 3462031.8 |
 LL1324|---------------------------------------------------------------------|
 LL1324
 LL1324                          SUPERSEDED SURVEY CONTROL
 LL1324
 LL1324  NAD 83(1986)-  40 06 40.16376(N)    105 13 28.04703(W) AD(       ) 3
 LL1324  NAD 27      -  40 06 40.21479(N)    105 13 26.10042(W) AD(       ) 3
 LL1324
 LL1324.Superseded values are not recommended for survey control.
 LL1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1324.See file dsdata.txt to determine how the superseded data were derived.
 LL1324
 LL1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE8087140119(NAD 83)
 LL1324_MARKER: DB = BENCH MARK DISK
 LL1324_SETTING: 66 = SET IN ROCK OUTCROP
 LL1324_SP_SET: SET IN ROCK OUTCROP
 LL1324_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL1324+STABILITY: POSITION/ELEVATION WELL
 LL1324
 LL1324  HISTORY     - Date     Condition        Report By
 LL1324  HISTORY     - 1931     MONUMENTED       USGS
 LL1324  HISTORY     - 1960     POOR             USGS
 LL1324
 LL1324                          STATION DESCRIPTION
 LL1324
 LL1324'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 LL1324'STATION IS 2.5 MI. W. (AIRLINE) OF NIWOT, 6 MI. NNE. OF BOULDER, 8.5
 LL1324'MI. SSE. OF LYONS, ON A CONICAL BARE HILL, KNOWN AS --HAYSTACK--
 LL1324'MOUNTAIN, IN SEC. 27, SW. 1/4 NW. 1/4, T 1 N, R 69 W.
 LL1324'
 LL1324'TO REACH FROM JUNCTION OF COLORADO HIGHWAY 379 AND U.S. HIGHWAY 87 AT
 LL1324'N. EDGE OF LONGMONT, COLORADO, PROCEED W. ON HIGHWAY 379 4.0 MI. TO
 LL1324'HYGIENE, TURN LEFT (S.) 4.0 MI. TO T-RD., JOG RIGHT (W.), THENCE S.
 LL1324'1.4 MI. TO CROSSROAD, TURN RIGHT, PASSING GRAVE YARD ON RIGHT,
 LL1324'CONTINUE ON MAIN RD. W. 2.5 MI. TO T-FENCE S., THENCE S. ACROSS
 LL1324'COUNTRY APPROXIMATELY 3/4 MI. TO HIGHEST POINT OF LONE BARE HILL
 LL1324'AND STATION.
 LL1324'
 LL1324'STATION MARK--IRON BENCH MARK POST WITH BADLY MUTILATED USGS TABLET,
 LL1324'2.2 FT. ABOVE GROUND.
 LL1324'
 LL1324'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET SET IN ROCK,
 LL1324'STAMPED ---HAYSTACK 1 1948--- AND IS 76.0 FT. W. OF STATION,
 LL1324'N 84 DEG 03 MIN W.
 LL1324'
 LL1324'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET SET IN CONCRETE,
 LL1324'STAMPED ---HAYSTACK 2 1948--- AND IS 39.4 FT. ENE. OF STATION,
 LL1324'S 60 DEG 36 MIN W.
 LL1324
 LL1324                          STATION RECOVERY (1960)
 LL1324
 LL1324'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LL1324'STATION IS 2.5 MI. (AIRLINE) W. OF NIWOT, 6 MI. NNE. OF BOULDER, 8.5
 LL1324'MI. SSE. OF LYONS, ON A CONICAL BARE HILL, KNOWN AS HAYSTACK
 LL1324'MOUNTAIN, IN SEC. 27, SW. 1/4 NW. 1/4, T 1 N, R 69 W.
 LL1324'
 LL1324'TO REACH FROM JUNCTION OF COLORADO HIGHWAY 379 AND U.S. HIGHWAY 87 AT
 LL1324'N. EDGE OF LONGMONT, COLORADO, PROCEED W. ON HIGHWAY 379 4.0 MI. TO
 LL1324'HYGIENE, TURN LEFT (S.) 4.0 MI. TO T-RD., JOG RIGHT (W.), THENCE S.
 LL1324'1.4 MI. TO CROSSROAD, TURN RIGHT PASSING GRAVEYARD ON RIGHT, CONTINUE
 LL1324'ON MAIN RD. W. 2.5 MI. TO T-FENCE S., THENCE S. ACROSS COUNTRY
 LL1324'APPROXIMATELY 3/4 MI. TO HIGHEST POINT OF LONE BARE HILL AND STATION.
 LL1324'
 LL1324'STATION MARK--IRON BENCH MARK POST, WITH BADLY MULTILATED USGS TABLET,
 LL1324'2.2 FT. ABOVE GROUND.
 LL1324'
 LL1324'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, SET IN ROCK,
 LL1324'STAMPED ---HAYSTACK 1 1948---, 76.0 FT. W. OF STATION,
 LL1324'S 84 DEG 03 MIN E.
 LL1324'
 LL1324'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, SET IN CONCRETE,
 LL1324'STAMPED ---HAYSTACK 2 1948---, 39.4 FT. ENE. OF STATION,
 LL1324'S 60 DEG 36 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0398 ***********************************************************************
 KK0398  DESIGNATION -  HAZELTINE A 1303
 KK0398  PID         -  KK0398
 KK0398  STATE/COUNTY-  CO/ADAMS
 KK0398  USGS QUAD   -  EASTLAKE (1994)
 KK0398
 KK0398                         *CURRENT SURVEY CONTROL
 KK0398  ___________________________________________________________________
 KK0398* NAD 83(1986)-  39 53 05.     (N)    104 52 45.     (W)     SCALED    
 KK0398* NAVD 88     -      1548.139  (meters)    5079.19   (feet)  POSTED    
 KK0398  ___________________________________________________________________
 KK0398  GEOID HEIGHT-         -17.64  (meters)                     GEOID03
 KK0398  DYNAMIC HT  -        1546.710 (meters)    5074.50  (feet)  COMP
 KK0398  MODELED GRAV-     979,648.6   (mgal)                       NAVD 88
 KK0398
 KK0398  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0398
 KK0398.The horizontal coordinates were scaled from a topographic map and have
 KK0398.an estimated accuracy of +/- 6 seconds.
 KK0398
 KK0398.The orthometric height was determined by differential leveling
 KK0398.and adjusted by the National Geodetic Survey in 1992..
 KK0398.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0398.rate of 1.1 thru 2.0 mm/km.
 KK0398
 KK0398.The geoid height was determined by GEOID03.
 KK0398
 KK0398.The dynamic height is computed by dividing the NAVD 88
 KK0398.geopotential number by the normal gravity value computed on the
 KK0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0398.degrees latitude (g = 980.6199 gals.).
 KK0398
 KK0398.The modeled gravity was interpolated from observed gravity values.
 KK0398
 KK0398;                    North         East    Units  Estimated Accuracy
 KK0398;SPC CO N     -   366,210.      967,510.      MT  (+/- 180 meters Scaled)
 KK0398
 KK0398                          SUPERSEDED SURVEY CONTROL
 KK0398
 KK0398  NGVD 29 (??/??/92) 1547.261  (m)         5076.31   (f) ADJ UNCH    1 2
 KK0398
 KK0398.Superseded values are not recommended for survey control.
 KK0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0398.See file dsdata.txt to determine how the superseded data were derived.
 KK0398
 KK0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE103149(NAD 83)
 KK0398_MARKER: DD = SURVEY DISK
 KK0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0398+STABILITY: SURFACE MOTION
 KK0398
 KK0398  HISTORY     - Date     Condition        Report By
 KK0398  HISTORY     - UNK      MONUMENTED       COGS
 KK0398  HISTORY     - 1956     GOOD             NGS
 KK0398  HISTORY     - 1983     MARK NOT FOUND   NGS
 KK0398
 KK0398                          STATION DESCRIPTION
 KK0398
 KK0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KK0398'7.8 MI S FROM BRIGHTON.
 KK0398'7.85 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KK0398'AT BRIGHTON, AT THE CROSSING OF STATE HIGHWAY 24, 31 FEET SOUTH OF
 KK0398'THE CENTER LINE OF THE HIGHWAY, 42.4 FEET WEST OF THE WEST RAIL,
 KK0398'5 FEET SOUTHEAST OF A POWER POLE, 3.6 FEET EAST OF A FENCE, 1 FOOT
 KK0398'WEST OF A WITNESS POST, 84 YARDS SOUTHWEST OF BENCH MARK H 260,
 KK0398'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 KK0398'THE GROUND, IN SECTION 15, TOWNSHIP 2 SOUTH, RANGE 67 WEST.
 KK0398
 KK0398                          STATION RECOVERY (1983)
 KK0398
 KK0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1155 ***********************************************************************
 JK1155  DESIGNATION -  HCCC 1
 JK1155  PID         -  JK1155
 JK1155  STATE/COUNTY-  CO/EL PASO
 JK1155  USGS QUAD   -  CORRAL BLUFFS (1975)
 JK1155
 JK1155                         *CURRENT SURVEY CONTROL
 JK1155  ___________________________________________________________________
 JK1155* NAD 83(1992)-  38 45 10.85195(N)    104 33 29.53973(W)     ADJUSTED  
 JK1155* NAVD 88     -      1855.     (meters)    6086.     (feet)  SCALED    
 JK1155  ___________________________________________________________________
 JK1155  LAPLACE CORR-          -6.81  (seconds)                    DEFLEC99
 JK1155  GEOID HEIGHT-         -18.53  (meters)                     GEOID03
 JK1155
 JK1155  HORZ ORDER  -  THIRD
 JK1155
 JK1155.The horizontal coordinates were established by classical geodetic methods
 JK1155.and adjusted by the National Geodetic Survey in January 1993..
 JK1155
 JK1155.The orthometric height was scaled from a topographic map.
 JK1155
 JK1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1155
 JK1155.The geoid height was determined by GEOID03.
 JK1155
 JK1155;                    North         East     Units Scale Factor Converg.
 JK1155;SPC CO C     -   407,316.020   996,263.763   MT  0.99995425   +0 35 38.3
 JK1155;SPC CO C     - 1,336,335.98  3,268,575.36   sFT  0.99995425   +0 35 38.3
 JK1155;UTM  13      - 4,289,461.556   538,388.488   MT  0.99961815   +0 16 35.6
 JK1155
 JK1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1155!SPC CO C     -   0.99971193  x   0.99995425  =   0.99966620
 JK1155!UTM  13      -   0.99971193  x   0.99961815  =   0.99933019
 JK1155
 JK1155:                Primary Azimuth Mark                     Grid Az
 JK1155:SPC CO C     -  AS P 483=CHICO                           117 04 43.8
 JK1155:UTM  13      -  AS P 483=CHICO                           117 23 46.5
 JK1155
 JK1155|---------------------------------------------------------------------|
 JK1155| PID    Reference Object                     Distance      Geod. Az  |
 JK1155|                                                           dddmmss.s |
 JK1155| JK1172 AS P 483=CHICO                      APPROX. 2.6 KM 1174022.1 |
 JK1155|---------------------------------------------------------------------|
 JK1155
 JK1155                          SUPERSEDED SURVEY CONTROL
 JK1155
 JK1155  NAD 83(1986)-  38 45 10.83634(N)    104 33 29.53156(W) AD(       ) 3
 JK1155  NAD 27      -  38 45 10.85447(N)    104 33 27.64068(W) AD(       ) 3
 JK1155
 JK1155.Superseded values are not recommended for survey control.
 JK1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1155.See file dsdata.txt to determine how the superseded data were derived.
 JK1155
 JK1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC3838889462(NAD 83)
 JK1155_MARKER: DD = SURVEY DISK
 JK1155_SETTING: 0 = UNSPECIFIED SETTING
 JK1155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK1155
 JK1155  HISTORY     - Date     Condition        Report By
 JK1155  HISTORY     - 1947     MONUMENTED       USGS
 JK1155
 JK1155                          STATION DESCRIPTION
 JK1155
 JK1155'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JK1155'STATION IS LOCATED IN SW. 1/4 OF SEC. 9, T 15 S, R 4 W.
 JK1155'
 JK1155'IT IS BEST REACHED FROM KELKER, A SMALL STATION ON THE DENVER AND RIO
 JK1155'GRANDE WESTERN RAILROAD, ABOUT 5 MI. S. OF COLORADO SPRINGS, COLORADO.
 JK1155'PROCEED S. FROM STATION 1.1 MI. ALONG RAILROAD TRACKS TO SECTION LINE
 JK1155'E.  TURN E. 9.4 MI., THEN S. 1 MI. AND THEN E. 3.0 MI., AT THIS POINT
 JK1155'ENTER GATE IN S. RIGHT-OF-WAY FENCE AND TAKE DIM RD. S. THROUGH
 JK1155'PASTURE 0.8 MI.  STATION LIES ON THE HIGHEST POINT OF HILL ABOUT 25
 JK1155'FT. E. OF RD.
 JK1155'
 JK1155'STATION MARK--STANDARD USGS BRONZE BM TABLET SET IN POURED CONCRETE
 JK1155'POST AND PROJECTING ABOUT 2 IN. ABOVE SURFACE OF GROUND AND STAMPED
 JK1155'---HCCC-1 1947---.
 JK1155'
 JK1155'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1174 ***********************************************************************
 JK1174  DESIGNATION -  HCCS 1
 JK1174  PID         -  JK1174
 JK1174  STATE/COUNTY-  CO/EL PASO
 JK1174  USGS QUAD   -  FOUNTAIN SE (1975)
 JK1174
 JK1174                         *CURRENT SURVEY CONTROL
 JK1174  ___________________________________________________________________
 JK1174* NAD 83(1992)-  38 37 29.94087(N)    104 33 27.22753(W)     ADJUSTED  
 JK1174* NAVD 88     -      1794.52   (+/-2cm)    5887.5    (feet)  VERTCON   
 JK1174  ___________________________________________________________________
 JK1174  LAPLACE CORR-          -6.77  (seconds)                    DEFLEC99
 JK1174  GEOID HEIGHT-         -18.87  (meters)                     GEOID03
 JK1174
 JK1174  HORZ ORDER  -  THIRD
 JK1174  VERT ORDER  -  THIRD ? (See Below)
 JK1174
 JK1174.The horizontal coordinates were established by classical geodetic methods
 JK1174.and adjusted by the National Geodetic Survey in January 1993..
 JK1174
 JK1174.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1174.The vertical order pertains to the NGVD 29 superseded value.
 JK1174
 JK1174.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1174
 JK1174.The geoid height was determined by GEOID03.
 JK1174
 JK1174;                    North         East     Units Scale Factor Converg.
 JK1174;SPC CO C     -   393,105.259   996,467.022   MT  0.99997020   +0 35 39.8
 JK1174;SPC CO C     - 1,289,712.84  3,269,242.22   sFT  0.99997020   +0 35 39.8
 JK1174;UTM  13      - 4,275,254.769   538,512.875   MT  0.99961826   +0 16 34.3
 JK1174
 JK1174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1174!SPC CO C     -   0.99972147  x   0.99997020  =   0.99969168
 JK1174!UTM  13      -   0.99972147  x   0.99961826  =   0.99933984
 JK1174
 JK1174:                Primary Azimuth Mark                     Grid Az
 JK1174:SPC CO C     -  HAMMER                                   216 09 27.0
 JK1174:UTM  13      -  HAMMER                                   216 28 32.5
 JK1174
 JK1174|---------------------------------------------------------------------|
 JK1174| PID    Reference Object                     Distance      Geod. Az  |
 JK1174|                                                           dddmmss.s |
 JK1174| JK1176 HAMMER                              APPROX. 2.5 KM 2164506.8 |
 JK1174|---------------------------------------------------------------------|
 JK1174
 JK1174                          SUPERSEDED SURVEY CONTROL
 JK1174
 JK1174  NAD 83(1986)-  38 37 29.92430(N)    104 33 27.22047(W) AD(       ) 3
 JK1174  NAD 27      -  38 37 29.93547(N)    104 33 25.32987(W) AD(       ) 3
 JK1174  NGVD 29 (07/19/86) 1793.56   (m)         5884.4    (f) LEVELING    3  
 JK1174
 JK1174.Superseded values are not recommended for survey control.
 JK1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1174.See file dsdata.txt to determine how the superseded data were derived.
 JK1174
 JK1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC3851375255(NAD 83)
 JK1174_MARKER: DD = SURVEY DISK
 JK1174_SETTING: 0 = UNSPECIFIED SETTING
 JK1174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK1174
 JK1174  HISTORY     - Date     Condition        Report By
 JK1174  HISTORY     - 1947     MONUMENTED       USGS
 JK1174
 JK1174                          STATION DESCRIPTION
 JK1174
 JK1174'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JK1174'THE STATION IS LOCATED IN THE SE. CORNER OF SEC. 28, T 16 S, R 64 W.
 JK1174'
 JK1174'IT IS BEST REACHED FROM BUTTES, COLORADO, A SMALL STATION ON THE SANTA
 JK1174'FE RAILROAD S. OF COLORADO SPRINGS, COLORADO.  LEAVE U.S. HIGHWAYS 85
 JK1174'AND 87 AT BUTTES AND AFTER CROSSING RAILROAD TRACK GO N. 1.5 MI.
 JK1174'CROSSING BRIDGE OVER FOUNTAIN CREEK.  THEN TURN S. ALONG THE E. BANK
 JK1174'OF THE CREEK FOR 3 MI. TO SECTION LINE RD. E.  GO E. 1.8 MI. TO
 JK1174'NATURAL GAS PIPELINE, FROM PIPE CONTINUE E. 1.2 MI.  TURN N. AT HAMMER
 JK1174'RANCH PRIVATE RD. ENTRANCE AND PROCEED N. FOR 1.9 MI. TO T-RD., THENCE
 JK1174'E. 0.7 MI. TO HAMMER RANCH, GO THRU GATE ON W. SIDE OF HAMMER
 JK1174'RESIDENCE AND GO N. FOR 1.1 MI. ALONG FARM RD.  THE STATION IS LOCATED
 JK1174'ABOUT 60 FT. E. OF RD. AT ABANDONED FENCELINE E.
 JK1174'
 JK1174'STATION MARK--STANDARD USGS BRONZE TABLET SET IN A POURED CONCRETE
 JK1174'POST PROJECTING ABOUT 2 IN. ABOVE THE SURFACE OF THE GROUND AND
 JK1174'STAMPED ---HCCS-1 1947---.
 JK1174'
 JK1174'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8076 ***********************************************************************
 AB8076  DESIGNATION -  HCP A 92
 AB8076  PID         -  AB8076
 AB8076  STATE/COUNTY-  CO/PROWERS
 AB8076  USGS QUAD   -  LAMAR WEST (1979)
 AB8076
 AB8076                         *CURRENT SURVEY CONTROL
 AB8076  ___________________________________________________________________
 AB8076* NAD 83(1992)-  38 04 27.90160(N)    102 40 35.30178(W)     ADJUSTED  
 AB8076* NAVD 88     -      1123.3    (meters)    3685.     (feet)  GPS OBS   
 AB8076  ___________________________________________________________________
 AB8076  X           -  -1,103,417.644 (meters)                     COMP
 AB8076  Y           -  -4,905,641.904 (meters)                     COMP
 AB8076  Z           -   3,912,628.161 (meters)                     COMP
 AB8076  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 AB8076  ELLIP HEIGHT-        1100.17  (meters)          (01/21/03) GPS OBS
 AB8076  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 AB8076
 AB8076  HORZ ORDER  -  THIRD
 AB8076  ELLP ORDER  -  FOURTH    CLASS II
 AB8076
 AB8076.This mark is at Lamar Municipal Airport (LAA)
 AB8076
 AB8076.The horizontal coordinates were established by GPS observations
 AB8076.and adjusted by the National Geodetic Survey in August 2000..
 AB8076
 AB8076.The orthometric height was determined by GPS observations and a
 AB8076.high-resolution geoid model.
 AB8076
 AB8076.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8076
 AB8076.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8076
 AB8076.The ellipsoidal height was determined by GPS observations
 AB8076.and is referenced to NAD 83.
 AB8076
 AB8076.The geoid height was determined by GEOID03.
 AB8076
 AB8076;                    North         East     Units Scale Factor Converg.
 AB8076;SPC CO S     -   464,783.574 1,162,099.283   MT  0.99995416   +1 43 54.8
 AB8076;SPC CO S     - 1,524,877.44  3,812,654.06   sFT  0.99995416   +1 43 54.8
 AB8076;UTM  13      - 4,216,621.047   703,806.675   MT  1.00011160   +1 26 00.2
 AB8076
 AB8076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8076!SPC CO S     -   0.99982740  x   0.99995416  =   0.99978157
 AB8076!UTM  13      -   0.99982740  x   1.00011160  =   0.99993898
 AB8076
 AB8076                          SUPERSEDED SURVEY CONTROL
 AB8076
 AB8076  ELLIP H (08/18/00) 1100.14   (m)                       GP(       ) 4 2
 AB8076
 AB8076.Superseded values are not recommended for survey control.
 AB8076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8076.See file dsdata.txt to determine how the superseded data were derived.
 AB8076
 AB8076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC0380716621(NAD 83)
 AB8076_MARKER: Z = SEE DESCRIPTION
 AB8076_SETTING: 0 = UNSPECIFIED SETTING
 AB8076_STAMPING: HCP-A-92
 AB8076_MARK LOGO: NGS   
 AB8076_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB8076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB8076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8076+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2000
 AB8076
 AB8076  HISTORY     - Date     Condition        Report By
 AB8076  HISTORY     - 1992     MONUMENTED       NGS
 AB8076  HISTORY     - 20000726 GOOD             NGS
 AB8076
 AB8076                          STATION DESCRIPTION
 AB8076
 AB8076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RTH)
 AB8076'THE STAION IS LOCATED NEAR RUNWAY END 26, 90.2 FT (27.5 M) WEST OF THE
 AB8076'NW CORNER OF A CONCRETE BASE FOR A 26 SIGN, 40.2 FT (12.3 M) NE OF THE
 AB8076'NE CORNER OF A CONCRETE BASE FOR A 26 SIGN, AND 23.0 FT (7.0 M) SOUTH
 AB8076'OF THE TAXIWAY EDGE.  THE STATION IS A PUNCH HOLE CENTERED WITHIN A +
 AB8076'AND STAMPED HCP-A-92.  THE STATION IS LOCATED ON THE SW CORNER OF A
 AB8076'STEEL GRATE DRAIN.
 AB8076
 AB8076                          STATION RECOVERY (2000)
 AB8076
 AB8076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AB8076'THE STATION IS LOCATED ABOUT 6.9 KM (4.30 MI) WEST-SOUTHWEST OF LAMAR,
 AB8076'2.1 KM (1.30 MI) SOUTH OF THE ARKANSAS RIVER AND AT THE LAMAR
 AB8076'MUNICIPAL AIRPORT, INTHE NORTHEAST 1/4 OF SECTION 9, T 23 S, R 47 W.
 AB8076'ACCESS TO THE AIRPORT IS NOT CONTROLLED.  PERMISSION TO USE THIS
 AB8076'STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER.  OWNERSHIP--LAMAR
 AB8076'MUNICIPAL AIRPORT, 102 WEST PERMENTER, LAMAR, CO 81052.  AIRPORT
 AB8076'MANAGER--MR.  BILL THRAILKELL, TELEPHONE--719-336-3326
 AB8076'TO REACH THE STATION FROM THE INTERSECTION OF OAK STREET (COUNTY ROAD
 AB8076'HH) AND MAIN STREET (US HIGHWAY 287) IN LAMAR, GO WEST ON OAK STREET
 AB8076'FOR 6.6 KM (4.10 MI) TO A SIDE ROAD LEFT, COUNTY ROAD 3.  TURN LEFT,
 AB8076'SOUTH, FOR 0.8 KM (0.50 MI) TO THE INTERSECTION OF COUNTY ROAD GG.2.
 AB8076'TURN LEFT, EAST, ON COUNTY ROAD GG.2 FOR 0.24 KM (0.15 MI) TO THE
 AB8076'PARKING LOT FOR THE TERMINAL.  CONTACT THE AIRPORT MANAGER FOR
 AB8076'PERMISSION TO ENTER THE FLIGHT OPERATIONS AREA.  ENTER THE TERMINAL
 AB8076'RAMP AREA AND GO STRAIGHT AHEAD TO RUNWAY 8/26 TURN LEFT, EAST ALONG
 AB8076'RUNWAY 8/26 FOR 1.5 KM (0.95 MI) TO THE MARK ON THE LEFT.  THE STATION
 AB8076'IS LOCATED NEAR RUNWAY END 26, 27.5 M (90.2 FT) WEST OF THE NORTHWEST
 AB8076'CORNER OF A CONCRETE BASE FOR A 26 SIGN, 12.3 M (40.4 FT) NORTHEAST OF
 AB8076'THE NORTHEAST CORNER OF A CONCRETE BASE FOR A 26 SIGN, AND 7 M (23.0
 AB8076'FT) SOUTH OF THE TAXIWAY EDGE.  THE STATION IS A PUNCH HOLE CENTERED
 AB8076'WITHIN A + AND STAMPED HCP-A-92.  THE STATION IS LOCATED ON THE
 AB8076'SOUTHWEST CORNER OF A STEEL DRAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8071 ***********************************************************************
 AB8071  PACS        -  This is a Primary Airport Control Station.
 AB8071  DESIGNATION -  HDN C
 AB8071  PID         -  AB8071
 AB8071  STATE/COUNTY-  CO/ROUTT
 AB8071  USGS QUAD   -  MOUNT HARRIS (1971)
 AB8071
 AB8071                         *CURRENT SURVEY CONTROL
 AB8071  ___________________________________________________________________
 AB8071* NAD 83(1992)-  40 28 52.45312(N)    107 13 10.77056(W)     ADJUSTED  
 AB8071* NAVD 88     -      2007.60   (meters)    6586.6    (feet)  GPS OBS   
 AB8071  ___________________________________________________________________
 AB8071  X           -  -1,438,646.494 (meters)                     COMP
 AB8071  Y           -  -4,641,877.269 (meters)                     COMP
 AB8071  Z           -   4,120,069.770 (meters)                     COMP
 AB8071  LAPLACE CORR-           6.26  (seconds)                    DEFLEC99
 AB8071  ELLIP HEIGHT-        1993.88  (meters)          (10/21/02) GPS OBS
 AB8071  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 AB8071
 AB8071  HORZ ORDER  -  B
 AB8071  ELLP ORDER  -  FIFTH     CLASS I
 AB8071
 AB8071.This mark is at Yampa Valley Airport (HDN)
 AB8071
 AB8071.The horizontal coordinates were established by GPS observations
 AB8071.and adjusted by the National Geodetic Survey in June 2000..
 AB8071
 AB8071.The orthometric height was determined by GPS observations and a
 AB8071.high-resolution geoid model.
 AB8071
 AB8071.GPS derived orthometric heights for airport stations designated as
 AB8071.PACS or SACS are published to 2 decimal places.  This maintains
 AB8071.centimeter relative accuracy between the PACS and SACS.  It does
 AB8071.not indicate centimeter accuracy relative to other marks which are
 AB8071.part of the NAVD 88 network.
 AB8071
 AB8071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8071
 AB8071.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8071
 AB8071.The ellipsoidal height was determined by GPS observations
 AB8071.and is referenced to NAD 83.
 AB8071
 AB8071.The geoid height was determined by GEOID03.
 AB8071
 AB8071;                    North         East     Units Scale Factor Converg.
 AB8071;SPC CO N     -   433,668.285   768,603.874   MT  0.99996492   -1 06 40.1
 AB8071;SPC CO N     - 1,422,793.37  2,521,661.21   sFT  0.99996492   -1 06 40.1
 AB8071;UTM  13      - 4,483,538.566   311,859.897   MT  1.00003572   -1 26 29.1
 AB8071
 AB8071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8071!SPC CO N     -   0.99968732  x   0.99996492  =   0.99965225
 AB8071!UTM  13      -   0.99968732  x   1.00003572  =   0.99972303
 AB8071
 AB8071                          SUPERSEDED SURVEY CONTROL
 AB8071
 AB8071  ELLIP H (06/30/00) 1993.89   (m)                       GP(       ) 1 1
 AB8071
 AB8071.Superseded values are not recommended for survey control.
 AB8071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8071.See file dsdata.txt to determine how the superseded data were derived.
 AB8071
 AB8071_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE1186083539(NAD 83)
 AB8071_MARKER: DD = SURVEY DISK
 AB8071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8071_STAMPING: HDN C 1978
 AB8071_MARK LOGO: NOS   
 AB8071_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB8071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8071+STABILITY: SURFACE MOTION
 AB8071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8071+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1999
 AB8071
 AB8071  HISTORY     - Date     Condition        Report By
 AB8071  HISTORY     - 1978     MONUMENTED       NOS
 AB8071  HISTORY     - 19910615 GOOD             NGS
 AB8071  HISTORY     - 19990519 GOOD             MSAM
 AB8071
 AB8071                          STATION DESCRIPTION
 AB8071
 AB8071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AB8071'THIS STATION IS LOCATED AT THE YAMPA VALLEY AIRPORT.  IT IS A STANDARD
 AB8071'NOS DISK STAMPED HDN C 1978.  SET IN A CONCRETE POST FLUSH WITH THE
 AB8071'GROUND.
 AB8071
 AB8071                          STATION RECOVERY (1999)
 AB8071
 AB8071'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AB8071'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC.  1999 (KCH) THE
 AB8071'STATION IS LOCATED ABOUT 33 KM (20.50 MI) SOUTHWEST OF STEAMBOAT
 AB8071'SPRINGS AND 4 KM (2.50 MI) SOUTHEAST OF HAYDEN, AT THE YAMPA VALLEY
 AB8071'REGIONAL AIRPORT.  IT IS SOUTH OF RUNWAY 10-28 AND EASTERLY OF A WIND
 AB8071'SOCK, IN THE NORTHEAST QUARTER OF SECTION 14, T 6 N, R 88 W.  THE
 AB8071'AIRPORT IS NOT CONTROLLED.  USE OF THIS MARK REQUIRES AN ESCORT.  TO
 AB8071'SCHEDULE AN ESCORT CONTACTED THE AIRPORT MANAGER MR BERT VER HAAR,
 AB8071'POST OFFICE BOX 1063 HAYDEN COLORADO 81639 TELEPHONE 970-276-3669.
 AB8071'OWNERSHIP--ROUTT COUNTY
 AB8071'TO REACH THE STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY 40
 AB8071'(JEFFERSON AVENUE) AND POPLAR STREET IN HAYDEN, GO EAST ON HIGHWAY 40
 AB8071'FOR 3.3 MI (5.3 KM) TO A ROAD RIGHT.  TURN RIGHT, SOUTH, ON COUNTY
 AB8071'ROAD 51 FOR 1.2 MI (1.9 KM) TO A ROAD RIGHT.  TURN RIGHT, WEST, ON
 AB8071'COUNTY ROAD 51A FOR 1.4 MI (2.3 KM) TO THE AIRPORT ENTRANCE ON THE
 AB8071'LEFT.  TURN LEFT, SOUTH, THROUGH THE PARKING LOT ON THE WEST SIDE OF
 AB8071'THE TERIMINAL FOR 0.05 MI (0.08 KM) TO AN ELECTRIC GATE (AIRPORT GATE
 AB8071'1) .  PASS THROUGH THE GATE WITH THE ESCORT, GO SOUTH ACROSS THE RAMP,
 AB8071'ACROSS TAXIWAY A, ON TAXIWAY A6 FOR 0.15 MI (0.24 KM) TO RUNWAY 10-28.
 AB8071'TURN LEFT, EAST, ON RUNWAY 10-28 FOR 0.25 MI (0.40 KM) TO THE STATION
 AB8071'ON THE RIGHT
 AB8071'THE MARK IS A NOS BRASS DISK SET IN A CONCRETE POST FLUSH WITH THE
 AB8071'GROUND.  IT IS 39.6 M (129.9 FT) SOUTH-SOUTHWEST OF THE SOUTHERLY EDGE
 AB8071'OF RUNWAY 10-28, 41.7 M (136.8 FT) SOUTHEAST OF THE FIRST RUNWAY LIGHT
 AB8071'WEST OF TAXIWAY A4 AND 54.7 M (179.5 FT) SOUTHWEST OF THE FIRST RUNWAY
 AB8071'LIGHT EAST OF TAXIWAY A4.  THIS STATION IS DESIGNATED AS A PRIMARY
 AB8071'AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0256 ***********************************************************************
 KM0256  DESIGNATION -  HEAD
 KM0256  PID         -  KM0256
 KM0256  STATE/COUNTY-  CO/RIO BLANCO
 KM0256  USGS QUAD   -  CUTOFF GULCH (1973)
 KM0256
 KM0256                         *CURRENT SURVEY CONTROL
 KM0256  ___________________________________________________________________
 KM0256* NAD 83(1992)-  39 44 32.23974(N)    108 14 51.91101(W)     ADJUSTED  
 KM0256* NAVD 88     -      2326.8    (meters)    7634.     (feet)  VERTCON   
 KM0256  ___________________________________________________________________
 KM0256  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 KM0256  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 KM0256
 KM0256  HORZ ORDER  -  THIRD
 KM0256
 KM0256.The horizontal coordinates were established by classical geodetic methods
 KM0256.and adjusted by the National Geodetic Survey in January 1993..
 KM0256
 KM0256.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0256
 KM0256.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0256
 KM0256.The geoid height was determined by GEOID03.
 KM0256
 KM0256;                    North         East     Units Scale Factor Converg.
 KM0256;SPC CO N     -   353,855.547   678,919.531   MT  0.99999596   -1 46 31.5
 KM0256;SPC CO N     - 1,160,941.07  2,227,421.83   sFT  0.99999596   -1 46 31.5
 KM0256;SPC CO C     -   520,277.356   678,917.157   MT  0.99999848   -1 43 58.7
 KM0256;SPC CO C     - 1,706,943.29  2,227,414.04   sFT  0.99999848   -1 43 58.7
 KM0256;UTM  12      - 4,402,777.229   735,828.502   MT  1.00028475   +1 45 37.5
 KM0256
 KM0256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0256!SPC CO N     -   0.99963760  x   0.99999596  =   0.99963357
 KM0256!SPC CO C     -   0.99963760  x   0.99999848  =   0.99963608
 KM0256!UTM  12      -   0.99963760  x   1.00028475  =   0.99992225
 KM0256
 KM0256:                Primary Azimuth Mark                     Grid Az
 KM0256:SPC CO N     -  EBLER                                    273 20 52.3
 KM0256:SPC CO C     -  EBLER                                    273 18 19.5
 KM0256:UTM  12      -  EBLER                                    269 48 43.3
 KM0256
 KM0256|---------------------------------------------------------------------|
 KM0256| PID    Reference Object                     Distance      Geod. Az  |
 KM0256|                                                           dddmmss.s |
 KM0256| KM0258 EBLER                               APPROX. 4.1 KM 2713420.8 |
 KM0256|---------------------------------------------------------------------|
 KM0256
 KM0256                          SUPERSEDED SURVEY CONTROL
 KM0256
 KM0256  NAD 83(1986)-  39 44 32.23372(N)    108 14 51.90403(W) AD(       ) 3
 KM0256  NAD 27      -  39 44 32.32589(N)    108 14 49.60266(W) AD(       ) 3
 KM0256  NGVD 29 (07/19/86) 2325.5    (m)         7630.     (f) VERT ANG       
 KM0256
 KM0256.Superseded values are not recommended for survey control.
 KM0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0256.See file dsdata.txt to determine how the superseded data were derived.
 KM0256
 KM0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYK3582902777(NAD 83)
 KM0256_MARKER: DD = SURVEY DISK
 KM0256_SETTING: 0 = UNSPECIFIED SETTING
 KM0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0256
 KM0256  HISTORY     - Date     Condition        Report By
 KM0256  HISTORY     - 1950     MONUMENTED       USGS
 KM0256  HISTORY     - 1951     GOOD             CGS
 KM0256
 KM0256                          STATION DESCRIPTION
 KM0256
 KM0256'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KM0256'STATION LOCATED ABOUT 1 MI. N. AND 18 MI. W. OF RIO BLANCO, COLORADO.
 KM0256'
 KM0256'TO REACH FROM THE POST OFFFICE IN RIO BLANCO, PROCEED W. ON HIGHWAY
 KM0256'326 FOR 20.6 MI. TO T-RD. S., THEN S. FOR 2.3 MI. TO Y-RD.  CONTINUE
 KM0256'LEFT OR E. FROM Y-RD. FOR 5.8 MI.  STATION LIES DIRECTLY TO THE W.
 KM0256'ON TOP OF RIDGE ABOUT 0.5 MI. W. OF RD., AND AT N. END OF SMALL
 KM0256'CLEARING.
 KM0256
 KM0256                          STATION RECOVERY (1951)
 KM0256
 KM0256'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (WAK)
 KM0256'STATION MARK--STANDARD TABLET, SET IN TOP OF 4 IN. IRON PIPE,
 KM0256'PROJECTING 7 IN., STAMPED ---R-HEAD 1950---.
 KM0256'
 KM0256'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0558 ***********************************************************************
 LM0558  DESIGNATION -  HEBRON
 LM0558  PID         -  LM0558
 LM0558  STATE/COUNTY-  CO/JACKSON
 LM0558  USGS QUAD   -  MAC FARLANE RESERVOIR (1955)
 LM0558
 LM0558                         *CURRENT SURVEY CONTROL
 LM0558  ___________________________________________________________________
 LM0558* NAD 83(1992)-  40 34 18.25315(N)    106 22 17.94199(W)     ADJUSTED  
 LM0558* NAVD 88     -      2527.7    (meters)    8293.     (feet)  VERTCON   
 LM0558  ___________________________________________________________________
 LM0558  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 LM0558  GEOID HEIGHT-         -12.20  (meters)                     GEOID03
 LM0558
 LM0558  HORZ ORDER  -  SECOND
 LM0558
 LM0558.The horizontal coordinates were established by classical geodetic methods
 LM0558.and adjusted by the National Geodetic Survey in January 1993..
 LM0558
 LM0558.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0558
 LM0558.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0558
 LM0558.The geoid height was determined by GEOID03.
 LM0558
 LM0558;                    North         East     Units Scale Factor Converg.
 LM0558;SPC CO N     -   442,666.506   840,595.942   MT  0.99997251   -0 33 47.5
 LM0558;SPC CO N     - 1,452,315.03  2,757,855.19   sFT  0.99997251   -0 33 47.5
 LM0558;UTM  13      - 4,492,121.557   383,896.922   MT  0.99976592   -0 53 32.0
 LM0558
 LM0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0558!SPC CO N     -   0.99960555  x   0.99997251  =   0.99957807
 LM0558!UTM  13      -   0.99960555  x   0.99976592  =   0.99937156
 LM0558
 LM0558|---------------------------------------------------------------------|
 LM0558| PID    Reference Object                     Distance      Geod. Az  |
 LM0558|                                                           dddmmss.s |
 LM0558| CP5525 HEBRON RM 1                           5.401 METERS 17618     |
 LM0558| CP5524 HEBRON AZ MK                                       2591351.6 |
 LM0558| CP5526 HEBRON RM 2                           4.850 METERS 26058     |
 LM0558|---------------------------------------------------------------------|
 LM0558
 LM0558                          SUPERSEDED SURVEY CONTROL
 LM0558
 LM0558  NAD 83(1986)-  40 34 18.24837(N)    106 22 17.93613(W) AD(       ) 2
 LM0558  NAD 27      -  40 34 18.32200(N)    106 22 15.82500(W) AD(       ) 2
 LM0558  NGVD 29 (07/19/86) 2526.3    (m)         8288.     (f) VERT ANG       
 LM0558
 LM0558.Superseded values are not recommended for survey control.
 LM0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0558.See file dsdata.txt to determine how the superseded data were derived.
 LM0558
 LM0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE8389792122(NAD 83)
 LM0558_MARKER: DS = TRIANGULATION STATION DISK
 LM0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0558
 LM0558  HISTORY     - Date     Condition        Report By
 LM0558  HISTORY     - 1949     MONUMENTED       CGS
 LM0558
 LM0558                          STATION DESCRIPTION
 LM0558
 LM0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LM0558'THE STATION IS LOCATED ON THE HIGHEST POINT OF A BARE, SANDY
 LM0558'RIDGE THAT RANGES IN AN EAST-WEST DIRECTION.  THE RIDGE IS
 LM0558'LOCATED ABOUT 12.5 MILES AIR LINE SOUTHWEST OF WALDEN AND ABOUT
 LM0558'2.0 MILES AIR LINE SOUTHEAST OF THE HEBRON STORE AND SERVICE
 LM0558'STATION.  THE STATION MARK IS SET FLUSH 10 FEET SOUTH OF A
 LM0558'WHITE WITNESS POST AND IS STAMPED, HEBRON 1949.
 LM0558'
 LM0558'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 LM0558'STATION, PROJECTS 4 INCHES AND IS STAMPED, HEBRON NO 1 1949.
 LM0558'
 LM0558'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS THE
 LM0558'STATION, PROJECTS 4 INCHES AND IS STAMPED, HEBRON NO 2 1949.
 LM0558'
 LM0558'THE AZIMUTH MARK IS SET 5 PACES SOUTH OF A WHITE WITNESS POST AND
 LM0558'FENCE LINE, PROJECTS 10 INCHES AND IS STAMPED, HEBRON 1949.
 LM0558'
 LM0558'TO REACH THE STATION FROM THE POST OFFICE IN WALDEN, DRIVE SOUTH
 LM0558'AND WEST ON STATE HIGHWAY 125 FOR 0.8 MILE TO THE JUNCTION WITH
 LM0558'STATE HIGHWAY 14.  TAKE THE RIGHT FORK, STATE HIGHWAY 14, FOR 11.8
 LM0558'MILES TO THE HEBRON STORE AND SERVICE STATION.  GO SOUTH ON 14 FOR
 LM0558'0.1 MILE TO A ROAD LEFT.  TURN LEFT AND GO 0.7 MILE TO A CORRAL
 LM0558'AFTER PASSING RANCH BUILDINGS.  PASS THROUGH THE CORRAL AND
 LM0558'FOLLOW A TRACK ROAD THROUGH FIELDS FOR 0.6 MILE TO A CREEK.
 LM0558'FORD THE CREEK, TURN LEFT AND FOLLOW A DIM TRACK ROAD THROUGH
 LM0558'THE HAY FIELD FOR 1.1 MILES TO THE SOUTHWEST CORNER OF THE
 LM0558'FIELD AND A GATE.  PASS THROUGH THE GATE AND GO SOUTH AND
 LM0558'SOUTHEASTERLY FOR 0.45 MILE TO A FENCE LINE AND THE AZIMUTH MARK
 LM0558'AS DESCRIBED ABOVE.  CONTINUE ALONG THE RIDGE EASTERLY FOR 0.6
 LM0558'MILE TO THE HIGHEST POINT AND STATION AS DESCRIBED ABOVE.  A
 LM0558'DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0830 ***********************************************************************
 KL0830  CBN         -  This is a Cooperative Base Network Control Station.
 KL0830  DESIGNATION -  HEID
 KL0830  PID         -  KL0830
 KL0830  STATE/COUNTY-  CO/SUMMIT
 KL0830  USGS QUAD   -  VAIL PASS (1987)
 KL0830
 KL0830                         *CURRENT SURVEY CONTROL
 KL0830  ___________________________________________________________________
 KL0830* NAD 83(1992)-  39 30 06.31578(N)    106 08 25.72693(W)     ADJUSTED  
 KL0830* NAVD 88     -      2963.744  (meters)    9723.55   (feet)  ADJUSTED  
 KL0830  ___________________________________________________________________
 KL0830  X           -  -1,370,607.203 (meters)                     COMP
 KL0830  Y           -  -4,736,019.157 (meters)                     COMP
 KL0830  Z           -   4,037,331.091 (meters)                     COMP
 KL0830  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 KL0830  ELLIP HEIGHT-        2951.22  (meters)          (10/21/02) GPS OBS
 KL0830  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 KL0830  DYNAMIC HT  -        2959.909 (meters)    9710.97  (feet)  COMP
 KL0830  MODELED GRAV-     979,225.3   (mgal)                       NAVD 88
 KL0830
 KL0830  HORZ ORDER  -  B
 KL0830  VERT ORDER  -  FIRST     CLASS II
 KL0830  ELLP ORDER  -  FOURTH    CLASS II
 KL0830
 KL0830.The horizontal coordinates were established by GPS observations
 KL0830.and adjusted by the National Geodetic Survey in May 1992..
 KL0830
 KL0830.The orthometric height was determined by differential leveling
 KL0830.and adjusted by the National Geodetic Survey in November 2003..
 KL0830.WARNING-GPS observations at this control monument resulted in a GPS
 KL0830.derived orthometric height which differed from the leveled height by
 KL0830.more than one decimeter (0.1 meter).
 KL0830
 KL0830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KL0830
 KL0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0830
 KL0830.The ellipsoidal height was determined by GPS observations
 KL0830.and is referenced to NAD 83.
 KL0830
 KL0830.The geoid height was determined by GEOID03.
 KL0830
 KL0830.The dynamic height is computed by dividing the NAVD 88
 KL0830.geopotential number by the normal gravity value computed on the
 KL0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0830.degrees latitude (g = 980.6199 gals.).
 KL0830
 KL0830.The modeled gravity was interpolated from observed gravity values.
 KL0830
 KL0830;                    North         East     Units Scale Factor Converg.
 KL0830;SPC CO C     -   490,204.692   859,316.007   MT  0.99996032   -0 24 14.2
 KL0830;SPC CO C     - 1,608,279.89  2,819,272.60   sFT  0.99996032   -0 24 14.2
 KL0830;UTM  13      - 4,373,080.034   401,943.895   MT  0.99971838   -0 43 31.9
 KL0830
 KL0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0830!SPC CO C     -   0.99953721  x   0.99996032  =   0.99949754
 KL0830!UTM  13      -   0.99953721  x   0.99971838  =   0.99925572
 KL0830
 KL0830                          SUPERSEDED SURVEY CONTROL
 KL0830
 KL0830  NAD 83(1986)-  39 30 06.30957(N)    106 08 25.72663(W) AD(       ) 3
 KL0830  ELLIP H (05/26/92) 2951.26   (m)                       GP(       ) 4 1
 KL0830  NAVD 88 (10/27/04) 2963.74   (m)         9723.5    (f) LEVELING    3  
 KL0830  NAVD 88 (02/20/96) 2963.78   (m)         9723.7    (f) LEVELING    3  
 KL0830  NGVD 29 (06/11/92) 2961.9    (m)         9718.     (f) GPS OBS        
 KL0830
 KL0830.Superseded values are not recommended for survey control.
 KL0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0830.See file dsdata.txt to determine how the superseded data were derived.
 KL0830
 KL0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD0194473080(NAD 83)
 KL0830_MARKER: I = METAL ROD
 KL0830_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KL0830_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KL0830_STAMPING: HEID 1991
 KL0830_MARK LOGO: NGS   
 KL0830_PROJECTION: FLUSH
 KL0830_MAGNETIC: I = MARKER IS A STEEL ROD
 KL0830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KL0830+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 KL0830_ROD/PIPE-DEPTH: 5.0  meters
 KL0830_SLEEVE-DEPTH  : 0.9 meters
 KL0830
 KL0830  HISTORY     - Date     Condition        Report By
 KL0830  HISTORY     - 1991     MONUMENTED       NGS
 KL0830  HISTORY     - 19931012 GOOD             CODH
 KL0830  HISTORY     - 19941130 GOOD             NGS
 KL0830  HISTORY     - 19950727 GOOD             USPSQD
 KL0830  HISTORY     - 19980817 GOOD             CODOT
 KL0830  HISTORY     - 20010731 GOOD             NGS
 KL0830  HISTORY     - 20030910 GOOD             NGS
 KL0830  HISTORY     - 20040130 GOOD             MSAM
 KL0830
 KL0830                          STATION DESCRIPTION
 KL0830
 KL0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KL0830'STATION IS LOCATED ABOUT 8 KM (5.0 MI) SOUTH-SOUTHWEST OF FRISCO, 15
 KL0830'KM (9.3 MI) NORTH OF CLIMAX, 0.5 KM (0.3 MI) SOUTH-SOUTHEAST OF THE
 KL0830'JUNCTION OF INTERSTATE HIGHWAY 70 AND STATE HIGHWAY 91, AT WHEELER
 KL0830'FLATS, ALONG HIGHWAY 91, ON THE RIGHT-OF-WAY, IN A 3 M (9.8 FT) HIGH,
 KL0830'3 M (9.8 FT) WIDE EMBANKMENT BETWEEN HIGHWAY AND A VERY LARGE GRAVEL
 KL0830'PARKING LOT, IN THE NORTHWEST 1/4 OF SECTION 29, T 6 S, R 78 W.
 KL0830'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 KL0830'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 70 AND STATE HIGHWAY
 KL0830'91 (EXIT 195), GO SOUTH ON HIGHWAY 91 FOR 0.35 MI (0.56 KM) TO A
 KL0830'GRAVEL ROAD RIGHT THROUGH AN EMBANKMENT AND THE STATION ON THE RIGHT.
 KL0830'STATION MARK IS A PUNCH HOLE TOP CENTER IN A STEEL ROD ENCASED IN A
 KL0830'PVC PIPE WITH LOGO CAP FLUSH IN AN 0.5 M (1.6 FT) CONCRETE POST
 KL0830'PROJECTING 2 CM ON TOP OF THE EMBANKMENT.  IT IS 34.6 M (113.5 FT)
 KL0830'SOUTHWEST OF, AND 3 M (9.8 FT) HIGHER THAN THE HIGHWAY CENTER, 15.5 M
 KL0830'(50.9 FT) SOUTHEAST OF THE ROAD CENTER, 4.5 M (14.8 FT) SOUTHEAST OF
 KL0830'THE BANK END, 1.0 M (3.3 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST
 KL0830'AND 1.0 M (3.3 FT) NORTHWEST OF A FIBERGLASS WITNESS POST.
 KL0830'DESCRIBED BY G.R.HEID
 KL0830
 KL0830                          STATION RECOVERY (1993)
 KL0830
 KL0830'RECOVERY NOTE BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1993 (JPC)
 KL0830'RECOVERED AS DESCRIBED.
 KL0830
 KL0830                          STATION RECOVERY (1994)
 KL0830
 KL0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RSC)
 KL0830'RECOVERED AS DESCRIBED.
 KL0830
 KL0830                          STATION RECOVERY (1995)
 KL0830
 KL0830'RECOVERY NOTE BY US POWER SQUADRON 1995
 KL0830'RECOVERED IN GOOD CONDITION.
 KL0830
 KL0830                          STATION RECOVERY (1998)
 KL0830
 KL0830'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (KAW)
 KL0830'RECOVERED AS DESCRIBED.
 KL0830
 KL0830                          STATION RECOVERY (2001)
 KL0830
 KL0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 KL0830'RECOVERED AS DESCRIBED.
 KL0830'
 KL0830
 KL0830                          STATION RECOVERY (2003)
 KL0830
 KL0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 KL0830'GRAVEL ROAD HAS BEEN REMOVED.  MARK IS ON WESTWARD PROTRUSION OF BERN
 KL0830'INTO PARKING LOT/GOLF DRIVING RANGE.
 KL0830
 KL0830                          STATION RECOVERY (2004)
 KL0830
 KL0830'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (KCH)
 KL0830'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2004 (BAJ)
 KL0830'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1379 ***********************************************************************
 JK1379  CBN         -  This is a Cooperative Base Network Control Station.
 JK1379  DESIGNATION -  HEIMBUCK
 JK1379  PID         -  JK1379
 JK1379  STATE/COUNTY-  CO/FREMONT
 JK1379  USGS QUAD   -  MC INTYRE HILLS (1980)
 JK1379
 JK1379                         *CURRENT SURVEY CONTROL
 JK1379  ___________________________________________________________________
 JK1379* NAD 83(1992)-  38 27 14.14329(N)    105 29 37.70664(W)     ADJUSTED  
 JK1379* NAVD 88     -      1817.9    (meters)    5964.     (feet)  GPS OBS   
 JK1379  ___________________________________________________________________
 JK1379  X           -  -1,336,382.526 (meters)                     COMP
 JK1379  Y           -  -4,820,862.975 (meters)                     COMP
 JK1379  Z           -   3,946,146.809 (meters)                     COMP
 JK1379  LAPLACE CORR-          -5.56  (seconds)                    DEFLEC99
 JK1379  ELLIP HEIGHT-        1802.72  (meters)          (12/03/02) GPS OBS
 JK1379  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 JK1379
 JK1379  HORZ ORDER  -  B
 JK1379  ELLP ORDER  -  FOURTH    CLASS II
 JK1379
 JK1379.The horizontal coordinates were established by GPS observations
 JK1379.and adjusted by the National Geodetic Survey in September 1993..
 JK1379
 JK1379.The orthometric height was determined by GPS observations and a
 JK1379.high-resolution geoid model.
 JK1379
 JK1379.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1379
 JK1379.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1379
 JK1379.The ellipsoidal height was determined by GPS observations
 JK1379.and is referenced to NAD 83.
 JK1379
 JK1379.The geoid height was determined by GEOID03.
 JK1379
 JK1379;                    North         East     Units Scale Factor Converg.
 JK1379;SPC CO C     -   373,691.666   914,942.370   MT  0.99999923   +0 00 14.1
 JK1379;SPC CO C     - 1,226,020.07  3,001,773.43   sFT  0.99999923   +0 00 14.1
 JK1379;UTM  13      - 4,256,296.771   456,913.509   MT  0.99962286   -0 18 25.5
 JK1379
 JK1379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1379!SPC CO C     -   0.99971722  x   0.99999923  =   0.99971645
 JK1379!UTM  13      -   0.99971722  x   0.99962286  =   0.99934019
 JK1379
 JK1379                          SUPERSEDED SURVEY CONTROL
 JK1379
 JK1379.No superseded survey control is available for this station.
 JK1379
 JK1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC5691456297(NAD 83)
 JK1379_MARKER: I = METAL ROD
 JK1379_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JK1379_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JK1379_STAMPING: HEIMBUCK 1992
 JK1379_MARK LOGO: NGS   
 JK1379_PROJECTION: FLUSH
 JK1379_MAGNETIC: I = MARKER IS A STEEL ROD
 JK1379_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK1379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1379+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JK1379_ROD/PIPE-DEPTH: 2.1  meters
 JK1379_SLEEVE-DEPTH  : 0.9 meters
 JK1379
 JK1379  HISTORY     - Date     Condition        Report By
 JK1379  HISTORY     - 1992     MONUMENTED       NGS
 JK1379
 JK1379                          STATION DESCRIPTION
 JK1379
 JK1379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 JK1379'STATION IS LOCATED ABOUT 6 MI (9.7 KM) NORTHEAST OF TEXAS CREEK, 5.75
 JK1379'MI (9.25 KM) WEST-SOUTHWEST OF PARKDALE AND ON THE SOUTHSIDE OF THE
 JK1379'ARKANSAS RIVER.  IT IS AT U.S.  HIGHWAY 50 MILEPOST 259.96 AND IN T18
 JK1379'S, R 73 W.  OWNERSHIP--BUREAU OF LAND MANAGEMENT, CANON CITY OFFICE.
 JK1379'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 50 AND
 JK1379'COLORADO STATE HIGHWAY 9 WEST OF CANON CITY, GO WEST ON U.S.  HIGHWAY
 JK1379'50 FOR 9.2 MILES (14.8 KM) TO THE ENTRANCE TO THE FIVE POINTS
 JK1379'RECREATION AREA ON THE RIGHT.  TURN RIGHT, NORTH, INTO THE RECREATION
 JK1379'AREA PARKING LOT BEARING LEFT FOR 0.05 MI (0.08 KM) TO THE STATION.
 JK1379'STATION MARK IS A PUNCH HOLE TOP CENTER IN A STEEL ROD ENCASED IN A
 JK1379'PVC PIPE WITH A LOGO CAP SET IN A 2.0 FT (0.6 M) CONCRETE POST FLUSH
 JK1379'WITH THE GROUND.  IT IS 2.9 FT (0.9 M) WEST-SOUTHWEST OF A WITNESS
 JK1379'POST, 41.0 FT (12.5 M) SOUTH-SOUTHEAST OF THE SOUTHERN EDGE OF THE
 JK1379'RIVER BANK, 69.0 FT (21.0 M) SOUTH-SOUTHEAST OF THE SOUTHERN EDGE OF
 JK1379'THE RIVER, 90.5 FT (27.6 M) NORTH OF THE NORTHEAST CORNER OF A
 JK1379'CONCRETE BATHROOM BUILDING, 150.0 FT (45.7 M) NORTHWEST OF THE
 JK1379'NORTHEAST CORNER OF A PICNIC BUILDING FOUNDATION, 238.4 FT (72.7 M)
 JK1379'NORTHWEST OF THE INTERSECTION OF U.S.  HIGHWAY 50 AND THE DRIVEWAY
 JK1379'INTO THE FIVE POINTS RECREATION AREA, AND 241.7 FT (73.7 M) NORTH OF
 JK1379'THE CENTER LINE OF U.S.  HIGHWAY 50.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3462 ***********************************************************************
 AJ3462  DESIGNATION -  HELEN
 AJ3462  PID         -  AJ3462
 AJ3462  STATE/COUNTY-  CO/MESA
 AJ3462  USGS QUAD   -  DE BEQUE (1962)
 AJ3462
 AJ3462                         *CURRENT SURVEY CONTROL
 AJ3462  ___________________________________________________________________
 AJ3462* NAD 83(1992)-  39 17 08.48947(N)    108 13 38.65738(W)     ADJUSTED  
 AJ3462* NAVD 88     -      1497.1    (meters)    4912.     (feet)  GPS OBS   
 AJ3462  ___________________________________________________________________
 AJ3462  X           -  -1,546,571.424 (meters)                     COMP
 AJ3462  Y           -  -4,696,351.859 (meters)                     COMP
 AJ3462  Z           -   4,017,853.375 (meters)                     COMP
 AJ3462  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 AJ3462  ELLIP HEIGHT-        1480.62  (meters)          (12/03/02) GPS OBS
 AJ3462  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 AJ3462
 AJ3462  HORZ ORDER  -  FIRST
 AJ3462  ELLP ORDER  -  FOURTH    CLASS II
 AJ3462
 AJ3462.The horizontal coordinates were established by GPS observations
 AJ3462.and adjusted by the National Geodetic Survey in May 2001..
 AJ3462
 AJ3462.The orthometric height was determined by GPS observations and a
 AJ3462.high-resolution geoid model.
 AJ3462
 AJ3462.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3462
 AJ3462.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3462
 AJ3462.The ellipsoidal height was determined by GPS observations
 AJ3462.and is referenced to NAD 83.
 AJ3462
 AJ3462.The geoid height was determined by GEOID03.
 AJ3462
 AJ3462;                    North         East     Units Scale Factor Converg.
 AJ3462;SPC CO C     -   469,555.594   679,138.832   MT  0.99994109   -1 43 12.5
 AJ3462;SPC CO C     - 1,540,533.64  2,228,141.32   sFT  0.99994109   -1 43 12.5
 AJ3462;UTM  12      - 4,352,146.039   739,134.097   MT  1.00030416   +1 45 23.1
 AJ3462
 AJ3462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3462!SPC CO C     -   0.99976776  x   0.99994109  =   0.99970886
 AJ3462!UTM  12      -   0.99976776  x   1.00030416  =   1.00007185
 AJ3462
 AJ3462                          SUPERSEDED SURVEY CONTROL
 AJ3462
 AJ3462.No superseded survey control is available for this station.
 AJ3462
 AJ3462_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ3913452146(NAD 83)
 AJ3462_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ3462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ3462_STAMPING: HELEN 2000
 AJ3462_MARK LOGO: NGS   
 AJ3462_PROJECTION: PROJECTING 2 CENTIMETERS
 AJ3462_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3462+STABILITY: SURFACE MOTION
 AJ3462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3462+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2000
 AJ3462
 AJ3462  HISTORY     - Date     Condition        Report By
 AJ3462  HISTORY     - 20001005 MONUMENTED       NGS
 AJ3462
 AJ3462                          STATION DESCRIPTION
 AJ3462
 AJ3462'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 AJ3462'THE STATION IS LOCATED ABOUT 5.6 MI SOUTH OF THE MESA-GARFIELD
 AJ3462'COUNTY LINE, 3.5 MI SOUTH-SOUTHWEST OF DE BEQUE AND THE FIRST
 AJ3462'OVERPASS EAST OF THE EAST END OF DE BEQUE CANYON, IN THE
 AJ3462'SOUTHWEST 1/4 OF SECTION 9, T 9 S, R 97 W, AT INTERSTATE 70 MILEPOST
 AJ3462'58.75. OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION RIGHT-OF-WAY.
 AJ3462' 
 AJ3462'TO REACH THE STATION FROM INTERSTATE 70  AT EXIT 62, DE BEQUE EXIT,
 AJ3462'GO SOUTH ON THE OVERPASS ROAD FOR 0.1 MI TO THE INTERSECTION OF
 AJ3462'THE SOUTHERN ACCESS ROAD. TURN RIGHT, SOUTHWEST, FOR 2.8 MI TO
 AJ3462'THE STATION ON THE RIGHT, AT A TURN TO RIGHT AND AN OVERPASS ON
 AJ3462'INTERSTATE 70 WHERE THE ACCESS ROAD CROSSES OVER TO BECOME THE
 AJ3462'NORTHERN ACCESS ROAD.
 AJ3462' 
 AJ3462'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 35 CM
 AJ3462'DIAMETER CONCRETE POST, PROJECTING 2 CM ABOVE THE GROUND. IT IS
 AJ3462'24.2 M EAST FROM THE SOUTHEAST CORNER OF OVERPASS BRIDGE
 AJ3462'--G-04-AL--, 23.7 M SOUTHEAST FROM THE SOUTHERN RIGHT-OF-WAY FENCE,
 AJ3462'7.5 M WEST FROM THE CENTER LINE OF THE ACCESS ROAD, 2.2 M
 AJ3462'SOUTHWEST FROM THE END OF THE GUARD RAIL, 0.9 M SOUTHEAST FROM A
 AJ3462'WITNESS POST AND ABOUT 10 M ABOVE THE INTERSTATE.
 AJ3462' 
 AJ3462'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1272 ***********************************************************************
 JK1272  DESIGNATION -  HELI
 JK1272  PID         -  JK1272
 JK1272  STATE/COUNTY-  CO/FREMONT
 JK1272  USGS QUAD   -  ROCKVALE (1959)
 JK1272
 JK1272                         *CURRENT SURVEY CONTROL
 JK1272  ___________________________________________________________________
 JK1272* NAD 83(1992)-  38 18 33.11499(N)    105 10 38.61049(W)     ADJUSTED  
 JK1272* NAVD 88     -      1898.5    (meters)    6229.     (feet)  VERTCON   
 JK1272  ___________________________________________________________________
 JK1272  LAPLACE CORR-         -15.34  (seconds)                    DEFLEC99
 JK1272  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 JK1272
 JK1272  HORZ ORDER  -  THIRD
 JK1272
 JK1272.The horizontal coordinates were established by classical geodetic methods
 JK1272.and adjusted by the National Geodetic Survey in January 1993..
 JK1272
 JK1272.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1272
 JK1272.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1272
 JK1272.The geoid height was determined by GEOID03.
 JK1272
 JK1272;                    North         East     Units Scale Factor Converg.
 JK1272;SPC CO C     -   357,675.941   942,618.722   MT  1.00003066   +0 12 12.5
 JK1272;SPC CO C     - 1,173,475.15  3,092,574.92   sFT  1.00003066   +0 12 12.5
 JK1272;UTM  13      - 4,240,137.036   484,491.087   MT  0.99960296   -0 06 35.9
 JK1272
 JK1272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1272!SPC CO C     -   0.99970476  x   1.00003066  =   0.99973542
 JK1272!UTM  13      -   0.99970476  x   0.99960296  =   0.99930784
 JK1272
 JK1272:                Primary Azimuth Mark                     Grid Az
 JK1272:SPC CO C     -  COPTER                                   004 36 34.6
 JK1272:UTM  13      -  COPTER                                   004 55 23.0
 JK1272
 JK1272|---------------------------------------------------------------------|
 JK1272| PID    Reference Object                     Distance      Geod. Az  |
 JK1272|                                                           dddmmss.s |
 JK1272| JK1273 COPTER                              APPROX. 9.4 KM 0044847.1 |
 JK1272|---------------------------------------------------------------------|
 JK1272
 JK1272                          SUPERSEDED SURVEY CONTROL
 JK1272
 JK1272  NAD 83(1986)-  38 18 33.10541(N)    105 10 38.61075(W) AD(       ) 3
 JK1272  NAD 27      -  38 18 33.09163(N)    105 10 36.60915(W) AD(       ) 3
 JK1272  NGVD 29 (07/19/86) 1897.4    (m)         6225.     (f) VERT ANG       
 JK1272
 JK1272.Superseded values are not recommended for survey control.
 JK1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1272.See file dsdata.txt to determine how the superseded data were derived.
 JK1272
 JK1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC8449140137(NAD 83)
 JK1272
 JK1272  HISTORY     - Date     Condition        Report By
 JK1272  HISTORY     - 1947     MONUMENTED       USGS
 JK1272  HISTORY     - 1951     GOOD             USGS
 JK1272
 JK1272                          STATION DESCRIPTION
 JK1272
 JK1272'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JK1272'LOCATED ABOUT 7.0 MI. (AIRLINE) SE. OF FLORENCE, ABOUT 1.0 MI.
 JK1272'(AIRLINE) WNW. OF CANON CHIEF COAL MINE, ON THE NW. SHOULDER OF A
 JK1272'LOW, NOT PROMINENT, RIDGE, NEAR THE EDGE OF TIMBER ON THE W. SIDE
 JK1272'
 JK1272'TO REACH STATION FROM FLORENCE POST OFFICE, PROCEED S. FOR 3 BLOCKS
 JK1272'TO DENVER AND RIO GRANDE RAILROAD DEPOT.  TURN LEFT (E.) AND FOLLOW
 JK1272'STATE HIGHWAY 67 FOR 4.5 MI. TO Y-FORK.  TAKE RIGHT FORK GOING
 JK1272'TOWARDS COAL MINES AS INDICATED BY SIGNS.  PROCEED FOR 2.7 MI. TO
 JK1272'A Y-FORK, THENCE RIGHT FOR 1.0 MI. TO ANOTHER Y-FORK.  GO RIGHT TO
 JK1272'CANON CHIEF COAL MINE AT 0.7 MI.  TURN RIGHT AT SCALES AND THEN LEFT
 JK1272'ON N. SIDE OF FIRST CHUTE.  FOLLOW THIS RD. TURNING RIGHT BEYOND
 JK1272'TRANSFORMERS AND GO 0.9 MI. FROM MINE TO OLD ERODED TRACKS TO THE
 JK1272'LEFT.  FOLLOW TRACKS FOR 0.1 MI. TO OLD CEMENT BOX IN ABANDONED
 JK1272'DITCH NEAR BREAK OF SLOPE.  END OF TRUCK TRAVEL.  PACK W. TO
 JK1272'TIMBERED HILL, THENCE ACROSS GRASSY SADDLE TO TOP OF SECOND HILL.
 JK1272'CROSS SMALL MESA TO NW. SIDE AND STATION.  A 30 MINUTE PACK.
 JK1272'
 JK1272'STATION MARK--STANDARD TABLET, STAMPED ---HELI 1947---, CEMENTED IN
 JK1272'DRILL HOLE IN SOLID EMBEDDED ROCK, ABOUT 7 FT. W. OF A LONE PINE.
 JK1272'
 JK1272'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---HELI
 JK1272'NO. 1---, CEMENTED IN DRILL HOLE IN EMBEDDED ROCK UP SLOPE FROM
 JK1272'STATION, AT A DISTANCE OF 21.18 FT., N 37 DEG 08 MIN W.
 JK1272'
 JK1272'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---HELI 2---,
 JK1272'CEMENTED IN DRILL HOLE IN EMBEDDED ROCK, ABOUT 1 FT. LOWER THAN
 JK1272'STATION MARK AND AT EDGE OF TIMBER, AT A DISTANCE OF 15.45 FT.,
 JK1272'N 57 DEG 26 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0469 ***********************************************************************
 KJ0469  DESIGNATION -  HELL
 KJ0469  PID         -  KJ0469
 KJ0469  STATE/COUNTY-  CO/KIT CARSON
 KJ0469  USGS QUAD   -  COPE SE (1977)
 KJ0469
 KJ0469                         *CURRENT SURVEY CONTROL
 KJ0469  ___________________________________________________________________
 KJ0469* NAD 83(1992)-  39 31 13.33026(N)    102 51 10.97819(W)     ADJUSTED  
 KJ0469* NAVD 88     -      1400.0    (meters)    4593.     (feet)  GPS OBS   
 KJ0469  ___________________________________________________________________
 KJ0469  X           -  -1,096,202.197 (meters)                     COMP
 KJ0469  Y           -  -4,804,357.761 (meters)                     COMP
 KJ0469  Z           -   4,037,925.515 (meters)                     COMP
 KJ0469  LAPLACE CORR-          -4.67  (seconds)                    DEFLEC99
 KJ0469  ELLIP HEIGHT-        1378.48  (meters)          (12/03/02) GPS OBS
 KJ0469  GEOID HEIGHT-         -21.57  (meters)                     GEOID03
 KJ0469
 KJ0469  HORZ ORDER  -  FIRST
 KJ0469  ELLP ORDER  -  FOURTH    CLASS II
 KJ0469
 KJ0469.The horizontal coordinates were established by GPS observations
 KJ0469.and adjusted by the National Geodetic Survey in December 1998..
 KJ0469
 KJ0469.The orthometric height was determined by GPS observations and a
 KJ0469.high-resolution geoid model.
 KJ0469
 KJ0469.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KJ0469
 KJ0469.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0469
 KJ0469.The ellipsoidal height was determined by GPS observations
 KJ0469.and is referenced to NAD 83.
 KJ0469
 KJ0469.The geoid height was determined by GEOID03.
 KJ0469
 KJ0469;                    North         East     Units Scale Factor Converg.
 KJ0469;SPC CO C     -   495,392.665 1,141,967.916   MT  0.99996264   +1 40 09.9
 KJ0469;SPC CO C     - 1,625,300.77  3,746,606.40   sFT  0.99996264   +1 40 09.9
 KJ0469;SPC CO N     -   328,964.205 1,141,983.351   MT  1.00003748   +1 42 37.0
 KJ0469;SPC CO N     - 1,079,276.73  3,746,657.04   sFT  1.00003748   +1 42 37.0
 KJ0469;UTM  13      - 4,376,725.964   684,547.099   MT  1.00001933   +1 21 59.8
 KJ0469
 KJ0469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0469!SPC CO C     -   0.99978378  x   0.99996264  =   0.99974643
 KJ0469!SPC CO N     -   0.99978378  x   1.00003748  =   0.99982125
 KJ0469!UTM  13      -   0.99978378  x   1.00001933  =   0.99980311
 KJ0469
 KJ0469|---------------------------------------------------------------------|
 KJ0469| PID    Reference Object                     Distance      Geod. Az  |
 KJ0469|                                                           dddmmss.s |
 KJ0469| CP8199 HELL RM 2                             9.879 METERS 10058     |
 KJ0469| CP8197 HELL AZ MK                                         2631317.6 |
 KJ0469| CP8198 HELL RM 1                             9.093 METERS 35650     |
 KJ0469|---------------------------------------------------------------------|
 KJ0469
 KJ0469                          SUPERSEDED SURVEY CONTROL
 KJ0469
 KJ0469  NAD 83(1992)-  39 31 13.32928(N)    102 51 10.97693(W) AD(       ) 1
 KJ0469  NAD 83(1986)-  39 31 13.32418(N)    102 51 10.97589(W) AD(       ) 1
 KJ0469  NAD 27      -  39 31 13.36337(N)    102 51 09.21916(W) AD(       ) 1
 KJ0469
 KJ0469.Superseded values are not recommended for survey control.
 KJ0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0469.See file dsdata.txt to determine how the superseded data were derived.
 KJ0469
 KJ0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD8454776726(NAD 83)
 KJ0469_MARKER: DS = TRIANGULATION STATION DISK
 KJ0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0469_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KJ0469_STAMPING: HELL 1968
 KJ0469_MARK LOGO: CGS   
 KJ0469_PROJECTION: FLUSH
 KJ0469_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KJ0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0469+STABILITY: SURFACE MOTION
 KJ0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0469+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1998
 KJ0469
 KJ0469  HISTORY     - Date     Condition        Report By
 KJ0469  HISTORY     - 1968     MONUMENTED       CGS
 KJ0469  HISTORY     - 19980623 GOOD             CODOT
 KJ0469
 KJ0469                          STATION DESCRIPTION
 KJ0469
 KJ0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KJ0469'THE STATION IS LOCATED ON ROAD RIGHT-OF-WAY AT THE CORNER OF
 KJ0469'SEC. 14, 15, 22 AND 23, T. 6 S., R. 49 W.  IT IS 15 MILES NORTH
 KJ0469'OF SEIBERT, 10 MILES SOUTH OF COPE AND 3-1/2 MILES SOUTH OF THE
 KJ0469'KIT CARSON- WASHINGTON COUNTY LINE.
 KJ0469'
 KJ0469'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 36
 KJ0469'AND STATE HIGHWAY 59 ABOUT 1 MILE EAST OF COPE, GO SOUTH, WEST
 KJ0469'AND SOUTH ON HIGHWAY 59 FOR 7 MILES TO A T ROAD AND THE KIT
 KJ0469'CARSON-WASHINGTON COUNTY LINE.  TURN RIGHT AND GO WEST ON HIGHWAY
 KJ0469'59 FOR 0.2 MILE TO A PLACE WHERE HIGHWAY 59 TURNS LEFT AND A
 KJ0469'GRAVELED ROAD GOES STRAIGHT AHEAD.  TURN LEFT AND GO SOUTH ON
 KJ0469'HIGHWAY 59 FOR 3.5 MILES TO A SIDE ROAD LEFT*.  TURN LEFT AND
 KJ0469'GO EAST ON A GRAVELED ROAD FOR 1 MILE TO A CROSSROAD AND THE
 KJ0469'STATION IN THE NORTHWEST ANGLE OF THE INTERSECTION.
 KJ0469'
 KJ0469'THE STATION MARK IS A STANDARD DISK STAMPED HELL 1968, SET IN
 KJ0469'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 KJ0469'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 84 FEET NORTH OF THE
 KJ0469'CENTER OF A GRAVELED ROAD, 19.4 FEET WEST OF THE CENTER OF A FIELD
 KJ0469'ROAD AND 3.3 FEET NORTHEAST OF A METAL WITNESS POST.
 KJ0469'
 KJ0469'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HELL NO 1 1968, SET
 KJ0469'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KJ0469'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 23.1 FEET NORTH
 KJ0469'OF THE METAL WITNESS POST, 22.6 FEET WEST OF THE CENTER OF THE
 KJ0469'FIELD ROAD AND 1 FOOT EAST OF A NORTH-SOUTH WIRE FENCE.
 KJ0469'
 KJ0469'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HELL NO 2 1968, SET
 KJ0469'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 KJ0469'5 INCHES ABOVE THE GROUND SURFACE.  IT IS 80 FEET NORTH OF THE
 KJ0469'CENTER OF THE GRAVELED ROAD, 43.4 FEET EAST OF THE METAL WITNESS
 KJ0469'POST AND 14 FEET EAST OF THE CENTER OF THE FIELD ROAD.
 KJ0469'
 KJ0469'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HELL 1968, SET IN
 KJ0469'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 KJ0469'5 INCHES ABOVE THE GROUND SURFACE.  IT IS 44 FEET EAST OF THE
 KJ0469'CENTER OF STATE HIGHWAY 59, 3.4 FEET NORTH OF A POWER POLE AND 2.7
 KJ0469'FEET SOUTH OF A METAL WITNESS POST.
 KJ0469'
 KJ0469'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTH ON STATE
 KJ0469'HIGHWAY 59 FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 KJ0469'
 KJ0469'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KJ0469
 KJ0469                          STATION RECOVERY (1998)
 KJ0469
 KJ0469'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (KAW)
 KJ0469'THE STATION WILL BE USED DURING A COLORADO HARN DENSIFICATION PROJECT
 KJ0469'THE STATION IS LOCATED ABOUT 16 MI (25.7 KM) NORTH OF SEIBERT, 11 MI
 KJ0469'(17.7 KM) SOUTH OF COPE AND 1 MILE (1.6 KM) EAST OF STATE HIGHWAY 59
 KJ0469'(SH 59) MILEPOST 56.6 IN THE SOUTHEAST 1/4 OF SECTION 15, T 6 S, R 49
 KJ0469'W, 6TH PM OWNERSHIP-- KIT CARSON COUNTY TO REACH THE STATION FROM THE
 KJ0469'JUNCTION OF I-70 AND SH 59 (I-70 EXIT 405) NEAR SEIBERT, PROCEED NORTH
 KJ0469'ON SH 59 FOR 15.9 MI (25.6 KM) TO THE INTERSECTION WITH COUNTY ROAD
 KJ0469'LL, TURN RIGHT AND PROCEED EAST ON COUNTY ROAD LL FOR 1.0 MI (1.6 KM)
 KJ0469'TO THE STATION ON THE LEFT TO REACH THE STATION FROM THE WEST JUNCTION
 KJ0469'OF US 36 AND SH 59 NEAR COPE, PROCEED SOUTH ON SH 59 FOR 10.7 MI (17.2
 KJ0469'KM) TO THE INTERSECTION WITH COUNTY ROAD LL, TURN LEFT AND PROCEED
 KJ0469'EAST ON COUNTY ROAD LL FOR 1.0 MI (1.6 KM) TO THE STATION ON THE LEFT
 KJ0469'THE STATION IS A BRASS USCGS TRIANGULATION DISK IN THE TOP OF A 29 CM
 KJ0469'DIAMETER ROUND CONCRETE POST PROTRUDING 27 CM FROM THE GROUND.  IT IS
 KJ0469'25.8 M (84.6 FT) NORTH OF THE CENTER OF COUNTY ROAD LL, 6.6 M (21.7
 KJ0469'FT) NORHTEAST OF A TRACK ROAD BEARING NORHTWEST, 6.0 M (19.7 FT) WEST
 KJ0469'OF AN ABANDONED TRACK ROAD BEARING NORTH, 1.0 M (3.3 FT) EAST OF A
 KJ0469'NORTH-SOUTH BARB WIRE FENCE, 1.0 M (3.3 FT) NORTHEAST OF A STEEL CGS
 KJ0469'WITNESS POST AND 0.7 M (2.3 FT) NORTH OF A FIBERGLASS NGS WITNESS POST
 KJ0469'DESCRIPTION BY K A WILLIAMS, CODOT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0619 ***********************************************************************
 LK0619  DESIGNATION -  HEMMER
 LK0619  PID         -  LK0619
 LK0619  STATE/COUNTY-  CO/LOGAN
 LK0619  USGS QUAD   -  PEETZ (1953)
 LK0619
 LK0619                         *CURRENT SURVEY CONTROL
 LK0619  ___________________________________________________________________
 LK0619* NAD 83(1992)-  40 59 36.26690(N)    103 00 25.43397(W)     ADJUSTED  
 LK0619* NAVD 88     -      1340.7    (meters)    4399.     (feet)  GPS OBS   
 LK0619  ___________________________________________________________________
 LK0619  X           -  -1,085,308.720 (meters)                     COMP
 LK0619  Y           -  -4,698,345.311 (meters)                     COMP
 LK0619  Z           -   4,162,737.196 (meters)                     COMP
 LK0619  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 LK0619  ELLIP HEIGHT-        1321.04  (meters)          (12/03/02) GPS OBS
 LK0619  GEOID HEIGHT-         -19.67  (meters)                     GEOID03
 LK0619
 LK0619  HORZ ORDER  -  FIRST
 LK0619  ELLP ORDER  -  FOURTH    CLASS II
 LK0619
 LK0619.The horizontal coordinates were established by GPS observations
 LK0619.and adjusted by the National Geodetic Survey in July 1996..
 LK0619
 LK0619.The orthometric height was determined by GPS observations and a
 LK0619.high-resolution geoid model.
 LK0619
 LK0619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0619
 LK0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0619
 LK0619.The ellipsoidal height was determined by GPS observations
 LK0619.and is referenced to NAD 83.
 LK0619
 LK0619.The geoid height was determined by GEOID03.
 LK0619
 LK0619;                    North         East     Units Scale Factor Converg.
 LK0619;SPC CO N     -   492,078.745 1,124,147.211   MT  1.00004085   +1 36 38.8
 LK0619;SPC CO N     - 1,614,428.35  3,688,139.64   sFT  1.00004085   +1 36 38.8
 LK0619;UTM  13      - 4,539,938.044   667,630.365   MT  0.99994586   +1 18 27.4
 LK0619
 LK0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0619!SPC CO N     -   0.99979282  x   1.00004085  =   0.99983367
 LK0619!UTM  13      -   0.99979282  x   0.99994586  =   0.99973870
 LK0619
 LK0619:                Primary Azimuth Mark                     Grid Az
 LK0619:SPC CO N     -  PEETZ                                    207 18 56.0
 LK0619:UTM  13      -  PEETZ                                    207 37 07.4
 LK0619
 LK0619|---------------------------------------------------------------------|
 LK0619| PID    Reference Object                     Distance      Geod. Az  |
 LK0619|                                                           dddmmss.s |
 LK0619| LK0618 PEETZ                               APPROX. 7.9 KM 2085534.8 |
 LK0619| LK0616 PEETZ MUNICIPAL TANK                APPROX. 9.3 KM 2492431.1 |
 LK0619|---------------------------------------------------------------------|
 LK0619
 LK0619                          SUPERSEDED SURVEY CONTROL
 LK0619
 LK0619  ELLIP H (10/08/96) 1321.08   (m)                       GP(       ) 1 1
 LK0619  ELLIP H (07/08/96) 1321.33   (m)                       GP(       ) 1 1
 LK0619  NAD 83(1992)-  40 59 36.26522(N)    103 00 25.43095(W) AD(       ) 3
 LK0619  NAD 83(1986)-  40 59 36.26286(N)    103 00 25.43520(W) AD(       ) 3
 LK0619  NAD 27      -  40 59 36.31030(N)    103 00 23.72103(W) AD(       ) 3
 LK0619
 LK0619.Superseded values are not recommended for survey control.
 LK0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0619.See file dsdata.txt to determine how the superseded data were derived.
 LK0619
 LK0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6763039938(NAD 83)
 LK0619_MARKER: DB = BENCH MARK DISK
 LK0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0619_STAMPING: HEMMER 1949 VABM 4397 FT
 LK0619_MARK LOGO: USGS  
 LK0619_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LK0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0619+STABILITY: SURFACE MOTION
 LK0619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0619+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1995
 LK0619
 LK0619  HISTORY     - Date     Condition        Report By
 LK0619  HISTORY     - 1949     MONUMENTED       USGS
 LK0619  HISTORY     - 19950628 GOOD             MSAM
 LK0619
 LK0619                          STATION DESCRIPTION
 LK0619
 LK0619'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 LK0619'LOCATED ABOUT 4.0 MI. (AIRLINE) NE. OF PEETZ, COLORADO, ABOUT 2 FT.
 LK0619'N. OF E-W. FENCE LINE, ON THE NE. 1/4 SEC. 25, T 12 N, R 51 W, ON
 LK0619'HIGHEST PART OF LAND IN AREA.
 LK0619'
 LK0619'TO REACH FROM PEETZ, COLORADO, PROCEED N. ALONG STATE HIGHWAY 113 FOR
 LK0619'1.0 MI. TO WELL TRAVELED RD., TURN RIGHT (E.) 5.0 MI. TO CROSSROADS,
 LK0619'TURN LEFT (N.) 1.0 MI. TO CROSSROADS, TURN LEFT (W.) 3.0 MI. TO
 LK0619'HIGHEST PART OF IMMEDIATE AREA AND STATION MARK.
 LK0619'
 LK0619'STATION MARK--STANDARD TABLET, STAMPED ---HEMMER 1949 VABM 4397---,
 LK0619'SET IN CONCRETE POST, PROTRUDING 5 IN. ABOVE GROUND.
 LK0619'
 LK0619'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO.
 LK0619'1---, SET IN CONCRETE POST, PROTRUDING 5 IN. ABOVE GROUND, 177.89
 LK0619'FT. FROM STATION MARK, N 89 DEG 47 MIN E.
 LK0619'
 LK0619'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO.
 LK0619'2---, SET IN CONCRETE POST, PROTRUDING 5 IN. ABOVE GROUND, 46.62
 LK0619'FT. FROM STATION MARK, S 01 DEG 20 MIN W.
 LK0619
 LK0619                          STATION RECOVERY (1995)
 LK0619
 LK0619'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0619'OWNERSHIP--MR. CHUCK FEHRINGER (970) 334-2369.  NOTE THE 1949
 LK0619'DESCRIPTION HAS ONE ERROR, THE LAST CALL THAT READS TO CROSSROADS,
 LK0619'TURN LEFT (W.) 3.0 MI.  (4.8 KM) TO SHOULD READ TO CROSSROADS, TURN
 LK0619'LEFT (W.) 0.3 MI.  (0.5 KM) TO.  ADDED A FIBERGLASS WITNESS POST
 LK0619'(NOAA) 3 FT (0.9 M) NORTH OF MARK.  RM 1 IS IN GOOD CONDITION, RM 2
 LK0619'HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1727 ***********************************************************************
 KK1727  DESIGNATION -  HENDERSON RESET
 KK1727  PID         -  KK1727
 KK1727  STATE/COUNTY-  CO/ADAMS
 KK1727  USGS QUAD   -  MONTBELLO (1994)
 KK1727
 KK1727                         *CURRENT SURVEY CONTROL
 KK1727  ___________________________________________________________________
 KK1727* NAD 83(1992)-  39 52 04.67181(N)    104 49 21.56322(W)     ADJUSTED  
 KK1727* NAVD 88     -      1602.8    (meters)    5259.     (feet)  GPS OBS   
 KK1727  ___________________________________________________________________
 KK1727  X           -  -1,254,410.545 (meters)                     COMP
 KK1727  Y           -  -4,740,162.998 (meters)                     COMP
 KK1727  Z           -   4,067,760.269 (meters)                     COMP
 KK1727  LAPLACE CORR-          -4.78  (seconds)                    DEFLEC99
 KK1727  ELLIP HEIGHT-        1585.02  (meters)          (12/03/02) GPS OBS
 KK1727  GEOID HEIGHT-         -17.76  (meters)                     GEOID03
 KK1727
 KK1727  HORZ ORDER  -  FIRST
 KK1727  ELLP ORDER  -  FOURTH    CLASS II
 KK1727
 KK1727.The horizontal coordinates were established by GPS observations
 KK1727.and adjusted by the National Geodetic Survey in May 1996..
 KK1727
 KK1727.The orthometric height was determined by GPS observations and a
 KK1727.high-resolution geoid model.
 KK1727
 KK1727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK1727
 KK1727.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1727
 KK1727.The ellipsoidal height was determined by GPS observations
 KK1727.and is referenced to NAD 83.
 KK1727
 KK1727.The geoid height was determined by GEOID03.
 KK1727
 KK1727;                    North         East     Units Scale Factor Converg.
 KK1727;SPC CO N     -   364,381.849   972,352.279   MT  0.99997903   +0 26 15.6
 KK1727;SPC CO N     - 1,195,476.12  3,190,125.77   sFT  0.99997903   +0 26 15.6
 KK1727;UTM  13      - 4,413,117.772   515,167.113   MT  0.99960283   +0 06 49.3
 KK1727
 KK1727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1727!SPC CO N     -   0.99975140  x   0.99997903  =   0.99973044
 KK1727!UTM  13      -   0.99975140  x   0.99960283  =   0.99935433
 KK1727
 KK1727|---------------------------------------------------------------------|
 KK1727| PID    Reference Object                     Distance      Geod. Az  |
 KK1727|                                                           dddmmss.s |
 KK1727| CP8202 HENDERSON RM 2                       13.194 METERS 07521     |
 KK1727| KK1724 DENVER VORTAC                       APPROX. 6.0 KM 0973432.4 |
 KK1727| KK1686 FITZSIMONS ARMY HOSP W TANK         APPROX.13.3 KM 1835114.0 |
 KK1727| KK1733 DENVER ROCKY MTN ARSENAL SW TK      APPROX. 5.2 KM 1973409.1 |
 KK1727| KK1734 DENVER ROCKY MTN ARSENAL STACK      APPROX. 4.9 KM 1983849.5 |
 KK1727| KK1730 DENVER ROCKY MTN ARSENAL NW TK      APPROX. 2.9 KM 2092701.5 |
 KK1727| CP8200 HENDERSON AZ MK                                    2141525.3 |
 KK1727| CP8201 HENDERSON RM 1                       13.224 METERS 35236     |
 KK1727|---------------------------------------------------------------------|
 KK1727
 KK1727                          SUPERSEDED SURVEY CONTROL
 KK1727
 KK1727  ELLIP H (05/15/96) 1585.07   (m)                       GP(       ) 3 1
 KK1727  NAD 83(1992)-  39 52 04.67216(N)    104 49 21.56667(W) AD(       ) 1
 KK1727  NAD 83(1986)-  39 52 04.66593(N)    104 49 21.56535(W) AD(       ) 1
 KK1727  NAD 27      -  39 52 04.71644(N)    104 49 19.66079(W) AD(       ) 1
 KK1727  NGVD 29 (07/19/86) 1601.9    (m)         5256.     (f) VERT ANG       
 KK1727
 KK1727.Superseded values are not recommended for survey control.
 KK1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1727.See file dsdata.txt to determine how the superseded data were derived.
 KK1727
 KK1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE1516713118(NAD 83)
 KK1727_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KK1727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1727_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1727_STAMPING: HENDERSON 1897 1956
 KK1727_MARK LOGO: USGS  
 KK1727_MAGNETIC: P = MARKER IS A STEEL PIPE
 KK1727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1727+SATELLITE: SATELLITE OBSERVATIONS - September 29, 1995
 KK1727
 KK1727  HISTORY     - Date     Condition        Report By
 KK1727  HISTORY     - 1968     MONUMENTED       USGS
 KK1727  HISTORY     - 1970     SEE DESCRIPTION  NGS
 KK1727  HISTORY     - 1971     SEE DESCRIPTION  NGS
 KK1727  HISTORY     - 1972     SEE DESCRIPTION  NGS
 KK1727  HISTORY     - 1974     SEE DESCRIPTION  NGS
 KK1727  HISTORY     - 1979     GOOD             NGS
 KK1727  HISTORY     - 19950929 GOOD             CHANCE
 KK1727
 KK1727                          STATION DESCRIPTION
 KK1727
 KK1727'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (GRK)
 KK1727'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF HENDERSON,
 KK1727'UNION PACIFIC RAILROAD STATION, ON A HIGH POINT OF ROLLING PRAIRIE
 KK1727'NEAR THE NORTH BOUNDARY LINE OF THE U.S. GOVERNMENT, ROCKY
 KK1727'MOUNTAIN ARSENAL.
 KK1727'
 KK1727'TO REACH THE STATION FROM THE SOUTH GATE OF THE ROCKY MOUNTAIN
 KK1727'ARSENAL, JUST NORTH OF THE INTERSECTION OF HAVANNA STREET AND 5TH
 KK1727'AVENUE, GO NORTH THROUGH GUARD GATE ON PAVED ROAD, WHICH BECOMES
 KK1727'C STREET INSIDE THE ARSENAL AREA, FOR 0.95 MILE TO A CROSS
 KK1727'ROAD.  CONTINUE NORTH FOR 1.0 MILE TO INTERSECTION OF 7 TH AVENUE
 KK1727'AND C STREET.  TURN RIGHT AND GO EAST FOR 0.4 MILE TO
 KK1727'HEADQUARTERS BUILDING ON THE LEFT.  CONTINUE AHEAD ON 7 TH AVENUE
 KK1727'FOR 1.7 MILE TO A CROSS ROAD, AFTER CROSSING RAILROAD
 KK1727'TRACKS.  TURN LEFT AND GO NORTH ON A PAVED ROAD FOR 1.0
 KK1727'MILE TO A CROSS ROAD AND END OF PAVEMENT.  CONTINUE AHEAD
 KK1727'NORTH ON GRAVELED ROAD FOR 1.4 MILE TO THE AZIMUTH MARK ON
 KK1727'THE RIGHT.  CONTINUE NORTH ON GRAVELED ROAD FOR 0.4 MILE TO A
 KK1727'DIM TRACK ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST ON DIM
 KK1727'TRACK ROAD FOR 0.3 MILE TO HIGHEST POINT AND STATION.
 KK1727'
 KK1727'THE STATION IS AN OLD TYPE USGS STATION MARK DISK RIVITED TO THE
 KK1727'TOP OF A 4 INCH IRON PIPE THAT PROJECTS 12 INCHES.  THE DISK IS
 KK1727'STAMPED, HENDERSON 1897 1956, AND THE ELEVATION HAS BEEN
 KK1727'STAMPED ON IT BUT IS NOT VISIBLE TO READ.
 KK1727'
 KK1727'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HENDERSON NO 1 1897
 KK1727'1968, SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT
 KK1727'PROJECTS 4 INCHES.  IT IS IN OPEN FIELD.
 KK1727'
 KK1727'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HENDERSON NO 2 1897
 KK1727'1968, SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT
 KK1727'PROJECTS 10 INCHES.  IT IS IN OPEN FIELD.
 KK1727'
 KK1727'AZIMUTH MARK IS A STANDARD DISK, STAMPED HENDERSON 1897 1968,
 KK1727'SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT THAT PROJECTS
 KK1727'6 INCHES.  IT IS 2.5 FEET NORTH OF A METAL WITNESS POST, 4.5 FEET
 KK1727'SOUTH OF A POWER LINE POLE AND 27 FEET EAST OF THE CENTERLINE OF
 KK1727'A GRAVELED ROAD.
 KK1727'
 KK1727'HEIGHT OF LIGHT ABOVE STATION MARK 4.39 METERS.
 KK1727
 KK1727                          STATION RECOVERY (1970)
 KK1727
 KK1727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (CAA)
 KK1727'THE STATION WAS RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS
 KK1727'WERE FOUND TO BE IN GOOD CONDITION.  ALL MEASUREMENTS AND
 KK1727'DIRECTIONS WERE CONFIRMED.  THE 1968 DESCRIPTION IS ENTIRELY
 KK1727'ADEQUATE.
 KK1727'
 KK1727'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KK1727'5 MILES SOUTHEAST OF HENDERSON.
 KK1727
 KK1727                          STATION RECOVERY (1971)
 KK1727
 KK1727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 KK1727'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND
 KK1727'THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND ALL MARKS WERE
 KK1727'FOUND IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND TO BE ADEQUATE
 KK1727'FOR RECOVERY.
 KK1727'
 KK1727'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KK1727'ABOUT 5 MILES SOUTHEAST OF HENDERSON.
 KK1727
 KK1727                          STATION RECOVERY (1972)
 KK1727
 KK1727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 KK1727'THE STATION MARK, REFERENCE MARK 1 AND 2 AND THE AZIMUTH MARK
 KK1727'WERE RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED.  THE
 KK1727'DESCRIPTION OF THE ROUTE TO REACH THE STATION IS ADEQUATE FOR
 KK1727'RECOVERY.  THE DISTANCES AND DIRECTIONS TO THE MARKS COMPARED
 KK1727'FAVORABLY WITH THE PREVIOUS DATA.
 KK1727'
 KK1727'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KK1727'5 MILES SOUTHEAST OF HENDERSON.
 KK1727
 KK1727                          STATION RECOVERY (1974)
 KK1727
 KK1727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KK1727'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 2 AND THE
 KK1727'AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED IN 1968 AND
 KK1727'THE MARKS ARE IN GOOD CONDITION.  THE DISTANCES AND DIRECTIONS TO
 KK1727'THE REFERENCES MARKS AND AZIMUTH MARK CHECKED THE 1968 DATA VERY
 KK1727'GOOD.  THIS STATION WAS OCCUPIED THIS DATE TO TIE IN STATION
 KK1727'PEG 2 WHICH WAS ESTABLISHED THIS DATE.
 KK1727'
 KK1727'NOTE--EDMI MEASUREMENTS MADE TO ALL TRIANGULATION STATIONS LISTED
 KK1727'ABOVE.
 KK1727'
 KK1727'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KK1727'5 MILES SOUTHEAST OF HENDERSON.
 KK1727
 KK1727                          STATION RECOVERY (1979)
 KK1727
 KK1727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 KK1727'STATION MARK, REFERENCE MARK 2 AND AZIMUTH MARK WERE RECOVERED AND
 KK1727'ARE IN GOOD CONDITION.  REFERENCE MARK 1 WAS FOUND, IT HAD BEEN HIT
 KK1727'AND WAS OUT OF POSITION.  A NEW REFERENCE MARK, NUMBER 3 WAS
 KK1727'ESTABLISHED AT THIS TIME.  DISTANCE AND DIRECTION TO REFERENCE MARK
 KK1727'2 AND HORIZONTAL ANGLE BETWEEN THE TANK AND AZIMUTH MARK COMPARED
 KK1727'FAVORABLY WITH PREVIOUS DATA.
 KK1727'
 KK1727'STATION IS A STANDARD U.S. GEOLOGICAL SURVEY STATION DISK,
 KK1727'STAMPED---HENDERSON 1897 1956--- ATTACHED TO THE TOP OF A 4 INCH
 KK1727'PIPE PROJECTING ABOUT 12 INCHES, 27 FEET EAST OF CENTER OF A
 KK1727'NORTH-SOUTH GRADED ROAD, 3.8 FEET SOUTH OF A TELEPHONE LINE POLE WITH
 KK1727'2 GUY LINES ATTACHED, 2.7 FEET NORTH OF A METAL WITNESS POST.
 KK1727'
 KK1727'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---HENDERSON NO 2 1897
 KK1727'1968--- SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT
 KK1727'8 INCHES, 1.2 FEET NORTH OF A METAL WITNESS POST.
 KK1727'
 KK1727'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---HENDERSON 1968 NO 3
 KK1727'1979--- SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING
 KK1727'ABOUT 3 INCHES, 1.5 FEET EAST OF A METAL WITNESS POST.
 KK1727'
 KK1727'AZIMUTH MARK IS A STANDARD DISK, STAMPED---HENDERSON 1897 1958---
 KK1727'SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES,
 KK1727'27 FEET EAST OF CENTER OF A GRAVELED ROAD, 2.5 FEET NORTH OF A METAL
 KK1727'WITNESS POST, 4.5 FEET SOUTH OF A POWER LINE POLE.
 KK1727
 KK1727                          STATION RECOVERY (1995)
 KK1727
 KK1727'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (FND)
 KK1727'STATION AND REFERENCE MARK NO. 3 WERE RECOVERED IN GOOD CONDITION. THE
 KK1727'CONCRETE POST AT REFERENCE MARK NO. 2 IS INTACT BUT THE DISK HAS BEEN
 KK1727'REMOVED.  A NEW DESCRIPTION FOLLOWS$THE STATION IS LOCATED ON THE U.S.
 KK1727'ARMY ROCKY MOUNTAIN ARSENAL, ON A HIGH POINT NEAR THE NORTH BOUNDARY
 KK1727'OF THE RESERVATION, ABOUT 8 MI (12.9 KM) SOUTH OF BRIGHTON, 6 MI (9.7
 KK1727'KM) SOUTH-SOUTHWEST OF BARR LAKE, 8 MI (12.9 KM) WEST OF THE TERMINAL
 KK1727'AT DENVER INTERNATIONAL AIRPORT, 7 MI (11.3 KM) NORTHEAST OF COMMERCE
 KK1727'CITY, IN THE NORTHWEST 1/4 OF SECTION 19, T 2 S, R 66 W, 6TH P.M.
 KK1727'OWNERSHIP--U.S. GOVERNMENT, UNDER JURISDICTION OF U.S.  FISH AND
 KK1727'WILDLIFE SERVICE, ROCKY MOUNTAIN ARSENAL NATIONAL WILDLIFE AREA,
 KK1727'BUILDING 613, COMMERCE CITY, CO, 80022-1748.  CONTACT MR.  RICH GROSZ,
 KK1727'MR.  CASEY MCCUTCHEON, OR MR.  DAVID JAMIEL ONE DAY IN ADVANCE OF
 KK1727'VISIT, TELEPHONE 303-289-0232$TO REACH THE STATION FROM THE
 KK1727'INTERSECTION OF U.S.  HIGHWAY 85 AND STATE HIGHWAY 224 (E.  74TH
 KK1727'AVENUE) , GO SOUTH ALONG HIGHWAY 85 FOR 0.25 MI (0.40 KM) TO THE
 KK1727'INTERSECTION WITH E.  72ND AVENUE.  TURN LEFT AND GO EAST ALONG E.
 KK1727'72ND AVENUE FOR 1.3 MI (2.1 KM) TO THE INTERSECTION WITH QUEBEC
 KK1727'STREET.  CONTINUE AHEAD AND GO EAST ALONG 7TH AVENUE, (THE EXTENSION
 KK1727'OF E.  72ND AVENUE) FOR 0.1 MI (0.2 KM) TO THE GUARD SHACK AT THE
 KK1727'FRONT GATE OF THE ROCKY MOUNTAIN ARSENAL. STOP AND TELL THE GUARD YOUR
 KK1727'DESTINATION IS U.S.  FISH AND WILDLIFE SERVICE AT BUILDING 612.
 KK1727'CONTINUE AHEAD AND GO EAST ALONG 7TH AVENUE FOR 0.9 MI (1.4 KM) TO THE
 KK1727'INTERSECTION WITH B STREET.  TURN RIGHT AND GO SOUTH ALONG B STREET
 KK1727'FOR 0.7 MI (1.1 KM) TO BUILDING 612 (WHITE WOOD SIDING) ON THE RIGHT.
 KK1727'CHECK IN TO OBTAIN PERMIT AT BUILDING 612.  CONTINUE SOUTH ALONG B
 KK1727'STREET FOR 0.3 MI (0.5 KM) TO THE INTERSECTION WITH 6TH AVENUE.  TURN
 KK1727'LEFT AND GO EAST ALONG 6TH AVENUE FOR 3.0 MI (4.8 KM) TO THE
 KK1727'INTERSECTION WITH E STREET.  TURN LEFT AND GO NORTH ALONG E STREET FOR
 KK1727'3.0 MI (4.8 KM) TO THE INTERSECTION WITH 9TH AVENUE.  CONTINUE AHEAD
 KK1727'AND GO NORTH ALONG E STREET FOR 0.8 MI (1.3 KM) TO A DIRT TRACK ROAD
 KK1727'TO THE RIGHT LEADING UP A HILL.  TURN RIGHT AND GO EAST-NORTHEAST
 KK1727'ALONG THE DIRT TRACK ROAD FOR 0.3 MI (0.5 KM) TO THE TOP OF THE HILL
 KK1727'AND THE STATION. NOTE--ROUTE MAY DIFFER AS INSTRUCTED BY U.S.  FISH
 KK1727'AND WILDLIFE SERVICE DUE TO MANAGEMENT OF BALD EAGLES$THE STATION MARK
 KK1727'IS AN OLD TYPE USGS 4-INCH BRONZE BENCH MARK CAP STAMPED --HENDERSON
 KK1727'1897 1956-- RIVETED TO THE TOP OF A 3-1/2-INCH IRON POST PROJECTING
 KK1727'0.9 FT (27.4 CM) ABOVE GROUND LEVEL.  IT IS 31 FT (9.4 M) SOUTH OF THE
 KK1727'PROJECTED EAST-WEST CENTERLINE OF THE DIRT TRACK ROAD, 40 FT (12.2 M)
 KK1727'EAST OF THE NORTH-SOUTH CENTERLINE OF THE DIRT TRACK ROAD, 43.0 FT
 KK1727'(13.1 M) NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A BROWN WOODEN
 KK1727'SHED, 43 FT (13.1 M) WEST-SOUTHWEST OF A METAL WITNESS POST WITH SIGN
 KK1727'AT REFERENCE MARK NO. 2, 33 FT (10.1 M) NORTH-NORTHEAST OF A METAL
 KK1727'WITNESS PORT WITH SIGN AT REFERENCE MARK NO. 3, AND 0.6 FT (18.3 CM)
 KK1727'WEST OF A CARSONITE WITNESS POST$DESCRIBED BY F.N. DREXEL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1095 ***********************************************************************
 JK1095  DESIGNATION -  HENKEL
 JK1095  PID         -  JK1095
 JK1095  STATE/COUNTY-  CO/PUEBLO
 JK1095  USGS QUAD   -  PINON (1974)
 JK1095
 JK1095                         *CURRENT SURVEY CONTROL
 JK1095  ___________________________________________________________________
 JK1095* NAD 83(1992)-  38 29 12.21660(N)    104 37 21.24073(W)     ADJUSTED  
 JK1095* NAVD 88     -      1591.0    (meters)    5220.     (feet)  VERTCON   
 JK1095  ___________________________________________________________________
 JK1095  LAPLACE CORR-          -7.62  (seconds)                    DEFLEC99
 JK1095  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 JK1095
 JK1095  HORZ ORDER  -  FIRST
 JK1095
 JK1095.The horizontal coordinates were established by classical geodetic methods
 JK1095.and adjusted by the National Geodetic Survey in January 1993..
 JK1095
 JK1095.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1095
 JK1095.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1095
 JK1095.The geoid height was determined by GEOID03.
 JK1095
 JK1095;                    North         East     Units Scale Factor Converg.
 JK1095;SPC CO S     -   507,165.350   990,956.446   MT  1.00001018   +0 32 17.5
 JK1095;SPC CO S     - 1,663,924.99  3,251,162.94   sFT  1.00001018   +0 32 17.5
 JK1095;SPC CO C     -   377,702.100   990,955.065   MT  0.99999298   +0 33 12.2
 JK1095;SPC CO C     - 1,239,177.64  3,251,158.41   sFT  0.99999298   +0 33 12.2
 JK1095;UTM  13      - 4,259,888.092   532,917.459   MT  0.99961334   +0 14 05.6
 JK1095
 JK1095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1095!SPC CO S     -   0.99975338  x   1.00001018  =   0.99976356
 JK1095!SPC CO C     -   0.99975338  x   0.99999298  =   0.99974637
 JK1095!UTM  13      -   0.99975338  x   0.99961334  =   0.99936682
 JK1095
 JK1095|---------------------------------------------------------------------|
 JK1095| PID    Reference Object                     Distance      Geod. Az  |
 JK1095|                                                           dddmmss.s |
 JK1095| CM8743 HENKEL RM 1                           8.066 METERS 09158     |
 JK1095| CM8744 HENKEL RM 2                           7.677 METERS 18135     |
 JK1095| CM8745 HENKEL RM 3 AZIMUTH                                3495602.5 |
 JK1095| CM8742 HENKEL AZ MK                                       3514103.8 |
 JK1095|---------------------------------------------------------------------|
 JK1095
 JK1095                          SUPERSEDED SURVEY CONTROL
 JK1095
 JK1095  NAD 83(1986)-  38 29 12.20450(N)    104 37 21.23699(W) AD(       ) 1
 JK1095  NAD 27      -  38 29 12.20000(N)    104 37 19.33500(W) AD(       ) 1
 JK1095  NGVD 29 (07/19/86) 1590.1    (m)         5217.     (f) VERT ANG       
 JK1095
 JK1095.Superseded values are not recommended for survey control.
 JK1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1095.See file dsdata.txt to determine how the superseded data were derived.
 JK1095
 JK1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC3291759888(NAD 83)
 JK1095_MARKER: DS = TRIANGULATION STATION DISK
 JK1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1095
 JK1095  HISTORY     - Date     Condition        Report By
 JK1095  HISTORY     - 1949     MONUMENTED       CGS
 JK1095  HISTORY     - 1975     GOOD             NGS
 JK1095
 JK1095                          STATION DESCRIPTION
 JK1095
 JK1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 JK1095'THE STATION IS LOCATED ON THE EAST END OF A SPUR RIDGE ABOUT
 JK1095'14 MILES AIR LINE NORTH OF PUEBLO, ABOUT 14 MILES AIR LINE SOUTH
 JK1095'OF FOUNTAIN, ABOUT 200 YARDS WEST OF U.S. HIGHWAY 85 AND ABOUT
 JK1095'200 YARDS SOUTH OF YOUNG HOLLOW.  THE STATION MARK IS 6 FEET
 JK1095'EAST OF A WHITE WITNESS POST, PROJECTS 4 INCHES AND IS STAMPED,
 JK1095'HENKEL 1949.
 JK1095'
 JK1095'REFERENCE MARK NO. 1 IS APPROXIMATELY 2 FEET LOWER THAN THE
 JK1095'STATION MARK, PROJECTS 3 INCHES AND IS STAMPED, HENKEL NO 1
 JK1095'1949.
 JK1095'
 JK1095'REFERENCE MARK NO. 2 IS APPROXIMATELY 3 FEET LOWER THAN THE
 JK1095'STATION MARK, PROJECTS 4 INCHES AND IS STAMPED, HENKEL NO 2
 JK1095'1949.
 JK1095'
 JK1095'THE AZIMUTH MARK IS SET IN THE NORTHWEST HEADWALL OF A CONCRETE
 JK1095'HIGHWAY CULVERT, 20 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 JK1095'85, 5 FEET SOUTH OF A WHITE WITNESS POST, FLUSH WITH THE GROUND
 JK1095'AND IS STAMPED, HENKEL 1949.
 JK1095'
 JK1095'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 85
 JK1095'AND 50 ON THE NORTH EDGE OF PUEBLO, GO NORTH ON U.S. HIGHWAY 85
 JK1095'FOR 12.2 MILES TO A WIRE GATE ON THE LEFT ABOUT 0.2 MILE
 JK1095'BEFORE REACHING BRIDGE OVER YOUNG HOLLOW (TO REACH THE AZIMUTH
 JK1095'FROM THIS POINT, CONTINUE NORTH ON HIGHWAY FOR 0.6 MILE TO THE
 JK1095'AZIMUTH ON THE LEFT, WEST).  TURN LEFT, WEST, AND PASS THROUGH
 JK1095'GATE AND FOLLOW TRACK ROAD UP DRAW FOR 0.3 MILE.  HERE TURN
 JK1095'RIGHT, NORTH, TO TOP OF RIDGE.  TURN RIGHT, EAST, AND FOLLOW
 JK1095'ALONG TOP OF RIDGE ABOUT 0.1 MILE TO THE EAST AND STATION.
 JK1095'A DRIVE STATION.
 JK1095
 JK1095                          STATION RECOVERY (1975)
 JK1095
 JK1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JK1095'STATION MARK, REFERENCE MARKS NUMBERS 1 AND 2 WERE RECOVERED AND ARE
 JK1095'IN GOOD CONDITION.  THE AZIMUTH MARK WAS PROBABLY DESTROYED DURING
 JK1095'THE CONSTRUCTION OF INTERSTATE HIGHWAY 25.
 JK1095'
 JK1095'A NEW REFERENCE MARK NUMBER 3 (AZMK) HAS NOW BEEN ESTABLISHED.
 JK1095'
 JK1095'STATION MARK IS A STATION MARK DISK, STAMPED HENKEL 1949, SET IN THE
 JK1095'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES.
 JK1095'
 JK1095'REFERENCE MARK NUMBER 1 DISK IS STAMPED HENKEL NO 1 1949, SET IN THE
 JK1095'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES.
 JK1095'
 JK1095'REFERENCE MARK NUMBER 2 DISK IS STAMPED HENKEL NO 2 1949, SET IN THE
 JK1095'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES.
 JK1095'
 JK1095'REFERENCE MARK NUMBER 3 (AZMK) IS A REFERENCE MARK DISK, STAMPED
 JK1095'HENKEL 1949 NO 3 1975 AZ, SET IN THE TOP OF A ROUND CONCRETE
 JK1095'MONUMENT THAT IS FLUSH WITH THE GROUND.  MARK IS 99 FEET WEST OF THE
 JK1095'CENTER OF THE SOUTHBOUND LANE OF INTERSTATE HIGHWAY, 36 FEET WEST OF
 JK1095'THE WEST 1 OF 2 STEEL LEGS WHICH SUPPORT A LARGE INTERSTATE SIGN
 JK1095'EXIT YOUNGS HOLLOW 1/2 MILE, 5 FEET EAST OF A NORTH-SOUTH
 JK1095'FENCELINE AND 1 FOOT SOUTH OF A METAL WITNESS POST WITH METAL
 JK1095'SIGN ATTACHED.
 JK1095'
 JK1095'STATION IS REACHED FROM THE JUNCTION OF I25 AND U.S. HIGHWAY 50 WEST
 JK1095'AT THE NORTH EDGE OF PUEBLO.  GO NORTH ON I25 FOR 8.7 MILES TO EXIT
 JK1095'48, PINON AND TEXACO SERVICE STATION ON LEFT.  CONTINUE NORTH ON I
 JK1095'25 FOR 3.75 MILES TO EXIT 49.  GO WEST UNDER OVERPASS, THENCE LEFT
 JK1095'ON SERVICE ROAD FOR ABOUT 100 FEET TO A WIRE GATE ON RIGHT.  TURN
 JK1095'RIGHT, PASS THROUGH THE GATE AND GO WEST-NORTHWEST, UP DRAW, KEEPING
 JK1095'ALONG THE SOUTH SIDE OF A BUTTE FOR 0.2 MILE THENCE RIGHT, UPHILL
 JK1095'TO THE TOP OF A SADDLE THENCE RIGHT AND GO EAST ALONG THE TOP OF THE
 JK1095'BUTTE FOR ABOUT 0.15 MILE TO THE END OF THE BUTTE AND STATION.
 JK1095'
 JK1095'REFERENCE MARK NUMBER 3 (AZMK) IS REACHED FROM THE EXIT 49
 JK1095'OVERPASS.  GO NORTH ON I 25 FOR 0.55 MILE TO A LARGE INTERSTATE SIGN
 JK1095'ON THE LEFT, AS DESCRIBED ABOVE.
 JK1095'
 JK1095'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12-1/2 MILES NORTH
 JK1095'OF PUEBLO.
 JK1095'
 JK1095'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0300 ***********************************************************************
 HJ0300  DESIGNATION -  HENRY
 HJ0300  PID         -  HJ0300
 HJ0300  STATE/COUNTY-  CO/PROWERS
 HJ0300  USGS QUAD   -  NORTH PLUM CREEK SE (1968)
 HJ0300
 HJ0300                         *CURRENT SURVEY CONTROL
 HJ0300  ___________________________________________________________________
 HJ0300* NAD 83(1992)-  37 48 13.04929(N)    102 16 18.19117(W)     ADJUSTED  
 HJ0300* NAVD 88     -      1194.     (meters)    3917.     (feet)  SCALED    
 HJ0300  ___________________________________________________________________
 HJ0300  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 HJ0300  GEOID HEIGHT-         -23.71  (meters)                     GEOID03
 HJ0300
 HJ0300  HORZ ORDER  -  SECOND
 HJ0300
 HJ0300.The horizontal coordinates were established by classical geodetic methods
 HJ0300.and adjusted by the National Geodetic Survey in November 1994..
 HJ0300
 HJ0300.The orthometric height was scaled from a topographic map.
 HJ0300
 HJ0300.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0300
 HJ0300.The geoid height was determined by GEOID03.
 HJ0300
 HJ0300;                    North         East     Units Scale Factor Converg.
 HJ0300;SPC CO S     -   435,896.595 1,198,631.994   MT  0.99994554   +1 58 48.6
 HJ0300;SPC CO S     - 1,430,104.08  3,932,511.80   sFT  0.99994554   +1 58 48.6
 HJ0300;UTM  13      - 4,187,534.004   740,195.827   MT  1.00031067   +1 40 23.2
 HJ0300
 HJ0300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0300!SPC CO S     -   0.99981647  x   0.99994554  =   0.99976202
 HJ0300!UTM  13      -   0.99981647  x   1.00031067  =   1.00012709
 HJ0300
 HJ0300|---------------------------------------------------------------------|
 HJ0300| PID    Reference Object                     Distance      Geod. Az  |
 HJ0300|                                                           dddmmss.s |
 HJ0300| CM8747 HENRY RM 1                           18.012 METERS 00255     |
 HJ0300| CM8748 HENRY RM 2                           17.813 METERS 07953     |
 HJ0300| CM8746 HENRY AZ MK                                        2704439.5 |
 HJ0300| CM8749 HENRY RM 3                            6.693 METERS 29443     |
 HJ0300| HJ0301 LIGHTNER                            APPROX.12.5 KM 2960624.1 |
 HJ0300|---------------------------------------------------------------------|
 HJ0300
 HJ0300                          SUPERSEDED SURVEY CONTROL
 HJ0300
 HJ0300  NAD 83(1992)-  37 48 13.04961(N)    102 16 18.19014(W) AD(       ) 2
 HJ0300  NAD 83(1986)-  37 48 13.04880(N)    102 16 18.18441(W) AD(       ) 2
 HJ0300  NAD 27      -  37 48 13.01272(N)    102 16 16.50792(W) AD(       ) 2
 HJ0300
 HJ0300.Superseded values are not recommended for survey control.
 HJ0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0300.See file dsdata.txt to determine how the superseded data were derived.
 HJ0300
 HJ0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB4019687534(NAD 83)
 HJ0300_MARKER: DS = TRIANGULATION STATION DISK
 HJ0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0300
 HJ0300  HISTORY     - Date     Condition        Report By
 HJ0300  HISTORY     - 1954     MONUMENTED       CGS
 HJ0300  HISTORY     - 1968     GOOD             CGS
 HJ0300
 HJ0300                          STATION DESCRIPTION
 HJ0300
 HJ0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 HJ0300'THE STATION IS LOCATED ON THE SOUTH SIDE OF A GRAVELED ROAD
 HJ0300'ON THE TOP OF A RISE ABOUT 18 MILES AIRLINE SOUTH OF GRANADA,
 HJ0300'ABOUT 19 MILES AIRLINE SOUTH-SOUTHWEST OF HOLLY, AND ABOUT 27
 HJ0300'MILES AIRLINE SOUTHEAST OF LAMAR.
 HJ0300'
 HJ0300'TO REACH THE STATION FROM THE POST OFFICE IN GRANADA, GO EAST
 HJ0300'ON U.S. HIGHWAY 50 ABOUT 25 YARDS TO A CROSS ROAD.  TURN RIGHT
 HJ0300'ONTO STATE HIGHWAY 51 AND GO SOUTH 14.1 MILES TO A FORK.  TURN
 HJ0300'LEFT AND GO EAST AND SOUTH 3.8 MILES TO A SIDE ROAD ON THE
 HJ0300'LEFT.  TURN LEFT AND GO EAST 0.4 MILE TO THE TOP OF A LOW
 HJ0300'RISE AND THE AZIMUTH MARK ON THE LEFT.  KEEP STRAIGHT AHEAD AND
 HJ0300'GO 0.7 MILE TO THE TOP OF A RISE AND THE STATION ON THE RIGHT.
 HJ0300'
 HJ0300'THE STATION MARK IS A STANDARD DISK STAMPED HENRY 1953 SET IN
 HJ0300'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH
 HJ0300'ABOVE THE GROUND.  IT IS 6 FEET SOUTH OF A WITNESS POST, 9 FEET
 HJ0300'SOUTH OF A FENCE LINE, AND 35 FEET SOUTH OF THE CENTERLINE OF
 HJ0300'THE ROAD.
 HJ0300'
 HJ0300'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED HENRY NO 1
 HJ0300'1953 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 HJ0300'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 1 FOOT NORTH OF A
 HJ0300'FENCE LINE, 25 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND
 HJ0300'THE SAME ELEVATION AS THE STATION.
 HJ0300'
 HJ0300'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED HENRY NO 2
 HJ0300'1953 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 HJ0300'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 1 FOOT SOUTH OF A
 HJ0300'FENCE LINE AND THE SAME ELEVATION AS THE STATION.
 HJ0300'
 HJ0300'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HENRY 1953 SET IN
 HJ0300'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 HJ0300'ABOVE THE GROUND.  IT IS 1 FOOT SOUTH OF A FENCE LINE AND 23
 HJ0300'FEET NORTH OF THE CENTERLINE OF THE ROAD.
 HJ0300
 HJ0300                          STATION RECOVERY (1968)
 HJ0300
 HJ0300'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 HJ0300'THE STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED AND
 HJ0300'FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 AND THE AZIMUTH
 HJ0300'MARK WERE DESTROYED BY ROAD CONSTRUCTION.
 HJ0300'
 HJ0300'A NEW AZIMUTH MARK WILL BE ESTABLISHED WHEN STATION WOLF 1954
 HJ0300'IS RECOVERED.
 HJ0300'
 HJ0300'REFERENCE MARK NO. 3 WAS SET.
 HJ0300'
 HJ0300'FOLLOWING IS A NEW DESCRIPTION.
 HJ0300'
 HJ0300'TO REACH THE STATION FROM A ROAD LEADING SOUTH ABOUT 25 YARDS
 HJ0300'EAST OF THE POST OFFICE IN GRANADA, GO SOUTH ON A GRAVELED
 HJ0300'ROAD FOR 14.4 MILES TO A ROAD FORK.  TURN LEFT AND GO EAST AND
 HJ0300'SOUTH ON A GRAVELED ROAD FOR 3.95 MILES TO A SIDE ROAD ON THE
 HJ0300'LEFT.  TURN LEFT AND GO EAST ON A DIRT ROAD FOR 1.15 MILES TO
 HJ0300'TOP OF RIDGE AND THE STATION ON THE RIGHT.
 HJ0300'
 HJ0300'STATION MARK, A STANDARD DISK STAMPED HENRY 1954, IS SET IN
 HJ0300'THE TOP OF A SQUARE CONCRETE POST WHICH IS 6 INCHES BELOW THE
 HJ0300'SURFACE OF THE GROUND.  IT IS 39 FEET SOUTH OF THE CENTER
 HJ0300'OF THE ROAD, 11 FEET SOUTH OF A WOODEN WITNESS POST, AND 10
 HJ0300'FEET SOUTH OF A FENCE.  THE UNDERGROUND MARK WAS NOT INSPECTED.
 HJ0300'
 HJ0300'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HENRY NO. 2 1954,
 HJ0300'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4
 HJ0300'INCHES.  IT IS 29 FEET SOUTH OF THE CENTER OF THE ROAD AND IN AN
 HJ0300'EAST-WEST FENCELINE.
 HJ0300'
 HJ0300'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED HENRY 1954 NO.
 HJ0300'3 1968, IS SET IN THE TOP OF A ROUND CONCRETE POST WHICH
 HJ0300'PROJECTS 4 INCHES.  IT IS 29 FEET SOUTH OF THE CENTER OF THE
 HJ0300'ROAD, 1 FOOT EAST OF A METAL WITNESS POST, AND IN AN EAST-WEST
 HJ0300'FENCELINE.
 HJ0300'
 HJ0300'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 18
 HJ0300'MILES SOUTH OF GRANADA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1628 ***********************************************************************
 KK1628  DESIGNATION -  HENRY
 KK1628  PID         -  KK1628
 KK1628  STATE/COUNTY-  CO/ELBERT
 KK1628  USGS QUAD   -  CABIN GULCH (1994)
 KK1628
 KK1628                         *CURRENT SURVEY CONTROL
 KK1628  ___________________________________________________________________
 KK1628* NAD 83(1992)-  39 29 35.65994(N)    104 31 06.30009(W)     ADJUSTED  
 KK1628* NAVD 88     -      1928.     (meters)    6325.     (feet)  SCALED    
 KK1628  ___________________________________________________________________
 KK1628  LAPLACE CORR-          -4.39  (seconds)                    DEFLEC99
 KK1628  GEOID HEIGHT-         -17.76  (meters)                     GEOID03
 KK1628
 KK1628  HORZ ORDER  -  FIRST
 KK1628
 KK1628.The horizontal coordinates were established by classical geodetic methods
 KK1628.and adjusted by the National Geodetic Survey in January 1993..
 KK1628
 KK1628.The orthometric height was scaled from a topographic map.
 KK1628
 KK1628.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1628
 KK1628.The geoid height was determined by GEOID03.
 KK1628
 KK1628;                    North         East     Units Scale Factor Converg.
 KK1628;SPC CO C     -   489,521.258   998,834.264   MT  0.99995929   +0 37 08.7
 KK1628;SPC CO C     - 1,606,037.66  3,277,008.75   sFT  0.99995929   +0 37 08.7
 KK1628;UTM  13      - 4,371,624.837   541,410.164   MT  0.99962111   +0 18 22.6
 KK1628
 KK1628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1628!SPC CO C     -   0.99970040  x   0.99995929  =   0.99965971
 KK1628!UTM  13      -   0.99970040  x   0.99962111  =   0.99932163
 KK1628
 KK1628|---------------------------------------------------------------------|
 KK1628| PID    Reference Object                     Distance      Geod. Az  |
 KK1628|                                                           dddmmss.s |
 KK1628| CP8207 HENRY RM 1                           16.140 METERS 00514     |
 KK1628| CP8208 HENRY RM 2                           20.219 METERS 08545     |
 KK1628| KK2046 KIOWA                               APPROX.18.2 KM 1531349.0 |
 KK1628| KK1624 KIOWA ATT RELAY TOWER               APPROX.18.3 KM 1531733.3 |
 KK1628| KK1634 ELIZABETH COLO ST PATROL MAST       APPROX.19.3 KM 2261654.9 |
 KK1628| KK1635 ELIZABETH COLO GAS RELAY TOWER      APPROX.19.3 KM 2263320.6 |
 KK1628| CP8206 HENRY AZ MK                                        2491651.2 |
 KK1628|---------------------------------------------------------------------|
 KK1628
 KK1628                          SUPERSEDED SURVEY CONTROL
 KK1628
 KK1628  NAD 83(1986)-  39 29 35.65377(N)    104 31 06.29870(W) AD(       ) 1
 KK1628  NAD 27      -  39 29 35.70415(N)    104 31 04.41626(W) AD(       ) 1
 KK1628
 KK1628.Superseded values are not recommended for survey control.
 KK1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1628.See file dsdata.txt to determine how the superseded data were derived.
 KK1628
 KK1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED4141071625(NAD 83)
 KK1628_MARKER: DS = TRIANGULATION STATION DISK
 KK1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1628_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK1628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1628
 KK1628  HISTORY     - Date     Condition        Report By
 KK1628  HISTORY     - 1960     MONUMENTED       CGS
 KK1628  HISTORY     - 1977     GOOD             NGS
 KK1628  HISTORY     - 19781004 GOOD             NGS
 KK1628
 KK1628                          STATION DESCRIPTION
 KK1628
 KK1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KK1628'THE STATION IS ABOUT 13-1/2 MILES EAST AND ABOUT 1-1/2 MILES
 KK1628'SOUTH OF PARKER.  AND ABOUT 5 MILES SOUTH OF THE ARAPAHOE-ELBERT
 KK1628'COUNTY LINE IN THE FARM YARD OF MR. JAMES HENRY.
 KK1628'
 KK1628'TO REACH THE STATION FROM THE SOUTH ENTRANCE TO THE FITZSIMONS
 KK1628'U.S. ARMY HOSPITAL, AT THE EAST EDGE OF AURORA, GO EAST ON
 KK1628'U.S. HIGHWAYS 36, 40 AND 287 FOR 2.1 MILES TO A SIDE ROAD RIGHT
 KK1628'(BUCKLEY ROAD), TURN RIGHT AND GO SOUTH FOR 1.0 MILE TO THE
 KK1628'JUNCTION WITH STATE HIGHWAY 30, TURN LEFT AND GO EAST ON STATE
 KK1628'HIGHWAY 30 FOR 1.0 MILE TO THE ENTRANCE TO THE BUCKLEY NAVAL AIR
 KK1628'STATION ON THE RIGHT.  CONTINUE EAST, SOUTHEAST AND SOUTH ON
 KK1628'STATE HIGHWAY 30 FOR 7.4 MILES TO A FORK, CONTINUE SOUTH FOR
 KK1628'2.8 MILES TO A T ROAD INTERSECTION, TURN LEFT AND FOLLOW THE
 KK1628'GRAVELED ROAD EAST AND SOUTH FOR 3.4 MILES TO A SIDE ROAD LEFT,
 KK1628'TURN LEFT AND GO EAST ON THE GRAVELED ROAD FOR 7.7 MILES TO A
 KK1628'BRIDGE OVER BOXELDER CREEK.  CONTINUE EAST FOR 0.15 MILE TO A
 KK1628'T ROAD RIGHT, TURN RIGHT AND GO SOUTH ON THE GRAVELED
 KK1628'ROAD FOR 5.3 MILES TO A T ROAD LEFT, AT A T JUNCTION OF A POWER
 KK1628'LINE.  TURN LEFT AND GO EAST ON THE GRAVELED ROAD FOR 0.45 MILE
 KK1628'TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE EAST ON THE
 KK1628'GRAVELED ROAD FOR 0.4 MILE TO A DRIVEWAY ON THE LEFT, TURN
 KK1628'LEFT AND GO NORTH FOR 0.15 MILE TO THE FARMYARD OF MR. JAMES
 KK1628'HENRY AND THE STATION.
 KK1628'
 KK1628'THE STATION MARK, STAMPED HENRY 1960, IS A STANDARD DISK SET
 KK1628'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 3
 KK1628'INCHES.  IT IS 68 FEET WEST OF THE SOUTHWEST CORNER OF THE
 KK1628'BARN, 33 FEET SOUTHWEST OF A METAL GRAIN BIN AND 6-1/2 FEET NORTH
 KK1628'OF THE WITNESS POST IN A NORTH-SOUTH FENCE LINE.
 KK1628'
 KK1628'REFERENCE MARK NO. 1, STAMPED HENRY NO 1 1960, IS A STANDARD
 KK1628'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 KK1628'PROJECTS 5 INCHES.  IT IS 59 FEET NORTH OF THE WITNESS POST, 7
 KK1628'FEET EAST OF A T FENCE CORNER AND 1/2 FOOT SOUTH OF AN EAST-WEST
 KK1628'FENCE LINE.
 KK1628'
 KK1628'REFERENCE MARK NO. 2, STAMPED HENRY NO 2 1960, IS A STANDARD
 KK1628'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT
 KK1628'PROJECTS 5 INCHES.  IT IS 68 FEET EAST OF THE WITNESS POST AND
 KK1628'1/2 FOOT WEST OF THE SOUTHWEST CORNER OF THE BARN.
 KK1628'
 KK1628'THE AZIMUTH MARK, STAMPED HENRY 1960, IS A STANDARD DISK SET
 KK1628'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 3
 KK1628'INCHES.  IT IS 24 FEET SOUTH OF THE CENTER OF THE GRAVELED
 KK1628'ROAD, 3 FEET NORTH OF THE EAST-WEST FENCE LINE AND 1-1/2 FEET
 KK1628'NORTH OF THE WITNESS POST.
 KK1628
 KK1628                          STATION RECOVERY (1977)
 KK1628
 KK1628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KK1628'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND ARE IN
 KK1628'GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND BUT HAD BEEN HIT AND
 KK1628'OUT OF POSITION.  DUE TO A NUMEROUS AMOUNT OF TREES AT STATION
 KK1628'THERE WAS NO PLACE TO RESET A NEW AZIMUTH MARK AT THIS
 KK1628'TIME.  THERE IS ALSO A HIGH WOOD FENCE AT FRONT OR YARD SIDE OF
 KK1628'A HORSE LOT WHICH BLOCKS LINE TO REFERENCE MARK AS STATION
 KK1628'MARK IS CLOSE TO THE FENCELINE.
 KK1628'
 KK1628'STATION IS REACHED FROM THE JUNCTION OF 6TH AVENUE AND BUCKLEY
 KK1628'ROAD WHICH IS AT THE EAST EDGE OF AURORA.  GO EAST AND SOUTH ON
 KK1628'STATE HIGHWAY 30 FOR 8.4 MILES TO A FORK.  KEEP RIGHT AND
 KK1628'CONTINUE SOUTH ON COUNTY ROAD 73 FOR 2.8 MILES TO A
 KK1628'T-ROAD.  (STATION RADIO IS ON RIGHT IN NW ANGLE).  TURN LEFT AND
 KK1628'GO EAST AND SOUTH ON COUNTY ROAD 51 FOR 3.45 MILES TO A
 KK1628'FORK.  KEEP LEFT AND CONTINUE EAST ON GRAVELED ROAD FOR 7.8
 KK1628'MILES TO A BRIDGE OVER BOXELDER CREEK.  CONTINUE STRAIGHT AHEAD
 KK1628'ON ROAD FOR 0.2 MILE TO A ROAD RIGHT.  TURN RIGHT AND GO
 KK1628'SOUTH ON GRAVELED ROAD FOR 5.4 MILES TO A ROAD LEFT.  TURN
 KK1628'LEFT AND GO EAST ON GRAVELED ROAD FOR 0.85 MILE TO A FARM
 KK1628'LANE ON LEFT.  TURN LEFT AND GO NORTH ON THE FARM LANE FOR 0.1
 KK1628'MILE TO A METAL GATE.  CONTINUE ON A FARM DRIVE FOR 0.05
 KK1628'MILE TO A GATE ENTERING YARD OF MR. HENRY.  PASS THROUGH GATE
 KK1628'AND GO SOUTH ACROSS YARD FOR 90 FEET TO SOUTHWEST CORNER OF
 KK1628'LOT, STATION.
 KK1628'
 KK1628'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KK1628'13-1/2 MILES ESE OF PARKER.
 KK1628
 KK1628                          STATION RECOVERY (1978)
 KK1628
 KK1628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 KK1628'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 KK1628'CONDITION.  THE AZIMUTH MARK WAS FOUND, HAD BEEN HIT AND WAS OUT OF
 KK1628'POSITION.  REFERENCE MARK 2 IS BLOCKED TO STATION BY A HIGH WOOD
 KK1628'CORRAL FENCE AND LARGE METAL FEED CONTAINER.  DISTANCE SHOWN ABOVE IS
 KK1628'1960 DISTANCE.  REFERENCE MARK 1 IS VISIBLE TO STATION FROM A 5 FEET
 KK1628'(1.5 M) STAND AT STATION.  A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS
 KK1628'TIME.
 KK1628'LAND ON WHICH STATION IS ESTABLISHED IS OWNED BY MR WG SPAHR OF 12391
 KK1628'EVERGREEN TRAIL, PARKER, COLORADO 80134.  STATION IS REACHED FROM
 KK1628'BUCKLEY ROAD AND 6TH AVENUE, STATE HIGHWAY 30 AT SOUTHEAST EDGE OF
 KK1628'AURORA, GO EAST AND SOUTHEAST ON HIGHWAY 30 FOR 8.45 MILES (13.60 KM)
 KK1628'TO A FORK, CONTINUE SOUTH, STRAIGHT AHEAD ON SURFACED ROAD FOR 2.85
 KK1628'MILES (4.59 KM) TO A T ROAD JUNCTION.  TURN LEFT AND GO EAST AND SOUTH
 KK1628'ON SMOKY HILL ROAD, COUNTY ROAD 51 FOR 3.4 MILES (5.5 KM) TO A
 KK1628'GRAVELED ROAD ON LEFT.  TURN LEFT AND GO EAST ON GRAVELED ROAD FOR 7.8
 KK1628'MILES (12.6 KM) TO A SMALL BRIDGE OVER BOXELDER CREEK, CONTINUE AHEAD
 KK1628'ON ROAD FOR 0.2 MILE (0.3 KM) TO A SIDE ROAD ON RIGHT.  TURN RIGHT AND
 KK1628'GO SOUTH ON GRAVELED ROAD, COUNTY ROAD 23 FOR 5.4 MILES (8.7 KM) TO A
 KK1628'GRAVELED ROAD ON LEFT.  TURN LEFT AND GO EAST ON COUNTY ROAD 174 FOR
 KK1628'0.8 MILE (1.3 KM) TO A FARM LANE ON LEFT, TURN LEFT AND GO NORTH AND
 KK1628'WEST TO FARM HOME, BARN, CORRAL AND STATION AS DESCRIBED.  AZIMUTH
 KK1628'MARK IS REACHED FROM JUNCTION OF COUNTY ROAD 174 AND FARM LANE
 KK1628'MENTIONED ABOVE.  GO EAST ON ROAD 174 FOR 0.35 MILE (0.56 KM) TO THE
 KK1628'MARK ON RIGHT, AS DESCRIBED.
 KK1628'STATION IS A STANDARD DISK STAMPED--HENRY 1960--, SET IN TOP OF A
 KK1628'SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES, 41.5 FEET (12.6 M) EAST
 KK1628'OF A POWER POLE WITH JUNCTION BOX ATTACHED, 30.8 FEET (9.4 M)
 KK1628'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A MOBILE HOME, 18.6 FEET
 KK1628'(5.7 M) NORTH-NORTHEAST OF A WATER PIPE WITH A SPIGOT ATTACHED, 12
 KK1628'FEET (3.7 M) SOUTH OF A 6 INCH TREE, 1 FOOT (0.3 M) SOUTHWEST CORNER
 KK1628'POST OF A SMALL HORSE CORRAL.
 KK1628'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--HENRY NO 1 1960--, SET IN
 KK1628'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 1 INCH, 6 FEET (1.8 M)
 KK1628'EAST OF WEST FENCE LINE OF THE CORRAL.
 KK1628'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--HENRY NO 2 1960--, SET IN
 KK1628'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 1 INCH, 10 INCHES WEST OF
 KK1628'WEST EDGE OF A BARN, 3 INCHES NORTH OF EAST WEST CORRAL FENCE.
 KK1628'AZIMUTH MARK NO 2 IS A STANDARD DISK STAMPED--HENRY 1960 1978--, SET
 KK1628'IN TOP OF A ROUND CONCRETE MONUMENT PROJECTING 3 INCHES, 27 FEET (8.2
 KK1628'M) SOUTH OF CENTER OF COUNTY ROAD 174, 2.3 FEET (0.7 M) NORTH OF AN
 KK1628'EAST WEST FENCE LINE, 1.7 FEET (0.5 M) NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0717 ***********************************************************************
 JL0717  DESIGNATION -  HENRY R
 JL0717  PID         -  JL0717
 JL0717  STATE/COUNTY-  CO/GUNNISON
 JL0717  USGS QUAD   -  GUNNISON (1970)
 JL0717
 JL0717                         *CURRENT SURVEY CONTROL
 JL0717  ___________________________________________________________________
 JL0717* NAD 83(1992)-  38 30 20.70876(N)    106 59 19.04852(W)     ADJUSTED  
 JL0717* NAVD 88     -      2451.0    (meters)    8041.     (feet)  VERTCON   
 JL0717  ___________________________________________________________________
 JL0717  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 JL0717  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 JL0717
 JL0717  HORZ ORDER  -  THIRD
 JL0717  VERT ORDER  -  THIRD ? (See Below)
 JL0717
 JL0717.The horizontal coordinates were established by classical geodetic methods
 JL0717.and adjusted by the National Geodetic Survey in January 1993..
 JL0717
 JL0717.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0717.The vertical order pertains to the NGVD 29 superseded value.
 JL0717
 JL0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0717
 JL0717.The geoid height was determined by GEOID03.
 JL0717
 JL0717;                    North         East     Units Scale Factor Converg.
 JL0717;SPC CO C     -   380,508.150   784,562.490   MT  0.99998951   -0 56 19.9
 JL0717;SPC CO C     - 1,248,383.82  2,574,018.77   sFT  0.99998951   -0 56 19.9
 JL0717;UTM  13      - 4,263,805.626   326,602.050   MT  0.99997028   -1 14 18.3
 JL0717
 JL0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0717!SPC CO C     -   0.99961782  x   0.99998951  =   0.99960734
 JL0717!UTM  13      -   0.99961782  x   0.99997028  =   0.99958812
 JL0717
 JL0717|---------------------------------------------------------------------|
 JL0717| PID    Reference Object                     Distance      Geod. Az  |
 JL0717|                                                           dddmmss.s |
 JL0717| CM6975 HENRY R RM 1                          5.566 METERS 02031     |
 JL0717| JL0715 GUNNISON MTN STS TT CO MST 30       APPROX. 9.5 KM 0461321.1 |
 JL0717| CM6976 HENRY R RM 2                          8.355 METERS 12027     |
 JL0717| CM6974 HENRY R AZ MK                                      2954525.5 |
 JL0717|---------------------------------------------------------------------|
 JL0717
 JL0717                          SUPERSEDED SURVEY CONTROL
 JL0717
 JL0717  NAD 83(1986)-  38 30 20.70742(N)    106 59 19.05949(W) AD(       ) 3
 JL0717  NAD 27      -  38 30 20.74240(N)    106 59 16.89830(W) AD(       ) 3
 JL0717  NGVD 29 (07/19/86) 2449.4    (m)         8036.     (f) LEVELING    3  
 JL0717
 JL0717.Superseded values are not recommended for survey control.
 JL0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0717.See file dsdata.txt to determine how the superseded data were derived.
 JL0717
 JL0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC2660263806(NAD 83)
 JL0717_MARKER: DS = TRIANGULATION STATION DISK
 JL0717_SETTING: 66 = SET IN ROCK OUTCROP
 JL0717
 JL0717  HISTORY     - Date     Condition        Report By
 JL0717  HISTORY     - 1958     MONUMENTED       USGS
 JL0717  HISTORY     - 1959     GOOD             CGS
 JL0717  HISTORY     - 1960     GOOD             CGS
 JL0717
 JL0717                          STATION DESCRIPTION
 JL0717
 JL0717'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (OSR)
 JL0717'STATION IS LOCATED ABOUT 4-1/2 MILES SOUTHWEST OF GUNNISON, 1
 JL0717'MILE SOUTH OF U.S. HIGHWAY 50 AND 0.4 MILE EAST OF A NORT-SOUTH
 JL0717'GRADED ROAD, ON THE HIGHEST POINT OF A LOCALLY PROMINENT HILL
 JL0717'(ELEVATION 8036 FEET) WHICH BREAKS OFF SHARPLY ON ALL SIDES,
 JL0717'IN THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 17, T 49 N,
 JL0717'R 1 W.
 JL0717'
 JL0717'REACHED FROM THE STOPLIGHT IN GUNNISON BY GOING WESTERLY ON
 JL0717'U.S. HIGHWAY 50 FOR 4.4 MILES TO A SIDE ROAD LEFT, TURN LEFT,
 JL0717'SOUTH, AND FOLLOW GRADED ROAD, CROSSING GUNNISON RIVER, FOR 0.85
 JL0717'MILE TO A SIDE ROAD LEFT (TO REACH THE AZIMUTH MARK FROM THIS
 JL0717'POINT CONTINUE SOUTH ON GRADED ROAD FOR 0.05 MILE TO MARK ON
 JL0717'THE LEFT), TURN LEFT, EASTERLY, AND FOLLOW TRACK ROAD FOR 0.6
 JL0717'MILE TO LONE TREE ON THE LEFT, AT THIS POINT TURN RIGHT OFF
 JL0717'TRACK ROAD AND PICK WAY SOUTHWESTERLY UP RIDGE FOR 0.15 MILE
 JL0717'AND END OF TRUCK TRAVEL, FROM HERE PACK UP STEEP SLOPE TO
 JL0717'WEST END OF RIDGE AND STATION.  ABOUT 50 YARD PACK.
 JL0717'
 JL0717'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY TRIANGULATION
 JL0717'SURVEY DISK, STAMPED R 1939 HENRY, SET IN A DRILL HOLE IN
 JL0717'OUTCROPPING BEDROCK MEASURING 3 FEET LONG, 1-1/2 FEET WIDE AND
 JL0717'PROJECTING 2 INCHES.  IT IS 29 FEET SOUTH OF THE NORTH EDGE
 JL0717'OF THE HILL, 26 FEET NORTH OF THE SOUTH EDGE OF THE HILL AND
 JL0717'21 FEET EAST OF THE WEST EDGE OF THE HILL.  A WHITE WITNESS
 JL0717'POST WAS SET 3 FEET SOUTHWEST OF THE MARK.
 JL0717'
 JL0717'REFERENCE MARK 1 IS A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE
 JL0717'MARK DISK, STAMPED NO 1, SET IN A DRILL HOLE IN OUTCROPPING
 JL0717'BEDROCK MEASURING 1 FOOT LONG, 8 INCHES WIDE AND PROJECTING
 JL0717'4 INCHES.  IT IS 51 FEET NORTH OF THE SOUTH EDGE OF THE HILL,
 JL0717'33 FEET EAST OF THE WEST EDGE OF THE HILL AND 12 FEET SOUTH
 JL0717'OF THE NORTH EDGE OF THE HILL.
 JL0717'
 JL0717'REFERENCE MARK 2 IS A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE
 JL0717'MARK DISK, STAMPED NO 2, SET IN A DRILL HOLE IN OUTCROPPING
 JL0717'BEDROCK MEASURING 4 FEET LONG, 1 FOOT WIDE AND PROJECTING
 JL0717'2 INCHES.  IT IS 51 FEET SOUTH OF THE NORTH EDGE OF THE HILL,
 JL0717'37 FEET EAST OF THE WEST EDGE OF THE HILL AND 18 FEET NORTH OF
 JL0717'THE SOUTH EDGE OF THE HILL.
 JL0717'
 JL0717'AZIMUTH MARK IS A STANDARD DISK, STAMPED R USGS 1958, SET IN
 JL0717'THE TOP OF A 11-INCH SQUARE, CONCRETE POST PROJECTING 6
 JL0717'INCHES.  IT IS 213 FEET WEST OF A POWERLINE POLE, 152 FEET
 JL0717'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A HORSE LOT FENCE AND
 JL0717'43 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRADED ROAD.  A
 JL0717'WHITE WITNESS POST WAS SET 2 FEET NORTHEAST OF THE MARK.
 JL0717
 JL0717                          STATION RECOVERY (1959)
 JL0717
 JL0717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 JL0717'STATION MARK - STANDARD BRONZE TABLET CEMENTED IN ROCK IN PLACE AND
 JL0717'STAMPED ---HENRY R 1939---.
 JL0717'
 JL0717'REFERENCE MARKS - NONE.
 JL0717
 JL0717                          STATION RECOVERY (1960)
 JL0717
 JL0717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (WTJ)
 JL0717'STATION AND ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1298 ***********************************************************************
 JK1298  DESIGNATION -  HERMIT
 JK1298  PID         -  JK1298
 JK1298  STATE/COUNTY-  CO/CUSTER
 JK1298  USGS QUAD   -  HORN PEAK (1959)
 JK1298
 JK1298                         *CURRENT SURVEY CONTROL
 JK1298  ___________________________________________________________________
 JK1298* NAD 83(1992)-  38 05 44.52393(N)    105 36 11.73473(W)     ADJUSTED  
 JK1298* NAVD 88     -      3371.9    (meters)   11063.     (feet)  VERTCON   
 JK1298  ___________________________________________________________________
 JK1298  LAPLACE CORR-          -9.74  (seconds)                    DEFLEC99
 JK1298  GEOID HEIGHT-         -14.65  (meters)                     GEOID03
 JK1298
 JK1298  HORZ ORDER  -  THIRD
 JK1298
 JK1298.The horizontal coordinates were established by classical geodetic methods
 JK1298.and adjusted by the National Geodetic Survey in January 1993..
 JK1298
 JK1298.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1298
 JK1298.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1298
 JK1298.The geoid height was determined by GEOID03.
 JK1298
 JK1298;                    North         East     Units Scale Factor Converg.
 JK1298;SPC CO S     -   463,407.072   905,344.481   MT  0.99995579   -0 03 48.0
 JK1298;SPC CO S     - 1,520,361.37  2,970,284.35   sFT  0.99995579   -0 03 48.0
 JK1298;UTM  13      - 4,216,605.153   447,104.083   MT  0.99963446   -0 22 19.9
 JK1298
 JK1298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1298!SPC CO S     -   0.99947348  x   0.99995579  =   0.99942929
 JK1298!UTM  13      -   0.99947348  x   0.99963446  =   0.99910813
 JK1298
 JK1298:                Primary Azimuth Mark                     Grid Az
 JK1298:SPC CO S     -  GOAT                                     000 32 55.2
 JK1298:UTM  13      -  GOAT                                     000 51 27.1
 JK1298
 JK1298|---------------------------------------------------------------------|
 JK1298| PID    Reference Object                     Distance      Geod. Az  |
 JK1298|                                                           dddmmss.s |
 JK1298| JK1296 GOAT                                APPROX.11.4 KM 0002907.2 |
 JK1298|---------------------------------------------------------------------|
 JK1298
 JK1298                          SUPERSEDED SURVEY CONTROL
 JK1298
 JK1298  NAD 83(1986)-  38 05 44.51142(N)    105 36 11.73718(W) AD(       ) 3
 JK1298  NAD 27      -  38 05 44.50145(N)    105 36 09.67280(W) AD(       ) 3
 JK1298  NGVD 29 (07/19/86) 3370.3    (m)        11057.     (f) VERT ANG       
 JK1298
 JK1298.Superseded values are not recommended for survey control.
 JK1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1298.See file dsdata.txt to determine how the superseded data were derived.
 JK1298
 JK1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC4710416605(NAD 83)
 JK1298_MARKER: DD = SURVEY DISK
 JK1298_SETTING: 66 = SET IN ROCK OUTCROP
 JK1298_SP_SET: SET IN ROCK OUTCROP
 JK1298_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK1298+STABILITY: POSITION/ELEVATION WELL
 JK1298
 JK1298  HISTORY     - Date     Condition        Report By
 JK1298  HISTORY     - 1952     MONUMENTED       USGS
 JK1298
 JK1298                          STATION DESCRIPTION
 JK1298
 JK1298'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JK1298'STATION IS LOCATED ABOUT 7.0 MI. W. AND 3.0 MI. S. OF WESTCLIFFE,
 JK1298'COLORADO, ON THE HIGHEST POINT OF A TIMBERED HILL, WHICH APPEARS
 JK1298'QUITE PROMINENT AND SHARP FROM THE E.
 JK1298'
 JK1298'TO REACH STATION FROM THE POST OFFICE AT WESTCLIFFE, PROCEED S. FOR
 JK1298'0.4 MI. TO RD. JUNCTION, TURN RIGHT AND PROCEED W. ON RD. LEADING TO
 JK1298'HERMIT LAKE FOR 9.7 MI. TO ABANDONED MINE BUILDINGS.  END OF TRUCK
 JK1298'TRAVEL.  STATION IS LOCATED ABOUT 0.3 MI. SE. OF THIS POINT.  TAKE
 JK1298'TRAIL FROM MINE BUILDINGS IN SE. DIRECTION TO TOP OF RIDGE, THEN
 JK1298'FOLLOW RIDGE IN W. DIRECTION TO TOP OF HILL AND STATION.  A 40
 JK1298'MINUTE PACK.
 JK1298'
 JK1298'STATION MARK--STANDARD TABLET, SET IN ROCK, PROJECTING ABOUT 12 IN.
 JK1298'ABOVE THE GROUND, STAMPED ---HERMIT 1952---.
 JK1298'
 JK1298'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, SET IN ROCK,
 JK1298'PROJECTING ABOUT 3 IN. ABOVE THE GROUND, AT A DISTANCE OF 12.56 FT.,
 JK1298'N 62 DEG 36 MIN E, FROM STATION.
 JK1298'
 JK1298'REFERENCE MARK NO. 2--A COPPER NAIL AND WASHER, IN TOP OF TREE
 JK1298'STUMP ABOUT 4 FT. HIGH, AT A DISTANCE OF 20.53 FT.,
 JK1298'S 06 DEG 02 MIN E, FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0538 ***********************************************************************
 LN0538  DESIGNATION -  HEROD
 LN0538  PID         -  LN0538
 LN0538  STATE/COUNTY-  CO/MOFFAT
 LN0538  USGS QUAD   -  WAPITI PEAK (1986)
 LN0538
 LN0538                         *CURRENT SURVEY CONTROL
 LN0538  ___________________________________________________________________
 LN0538* NAD 83(1992)-  40 21 48.37462(N)    108 22 18.65860(W)     ADJUSTED  
 LN0538* NAVD 88     -      2219.9    (meters)    7283.     (feet)  VERTCON   
 LN0538  ___________________________________________________________________
 LN0538  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 LN0538  GEOID HEIGHT-         -16.26  (meters)                     GEOID03
 LN0538
 LN0538  HORZ ORDER  -  THIRD
 LN0538
 LN0538.The horizontal coordinates were established by classical geodetic methods
 LN0538.and adjusted by the National Geodetic Survey in January 1993..
 LN0538
 LN0538.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0538
 LN0538.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0538
 LN0538.The geoid height was determined by GEOID03.
 LN0538
 LN0538;                    North         East     Units Scale Factor Converg.
 LN0538;SPC CO N     -   423,123.773   670,521.309   MT  0.99995877   -1 51 20.2
 LN0538;SPC CO N     - 1,388,198.58  2,199,868.66   sFT  0.99995877   -1 51 20.2
 LN0538;UTM  12      - 4,471,412.400   723,157.019   MT  1.00021305   +1 42 10.0
 LN0538
 LN0538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0538!SPC CO N     -   0.99965443  x   0.99995877  =   0.99961321
 LN0538!UTM  12      -   0.99965443  x   1.00021305  =   0.99986740
 LN0538
 LN0538                          SUPERSEDED SURVEY CONTROL
 LN0538
 LN0538  NAD 83(1986)-  40 21 48.36841(N)    108 22 18.65107(W) AD(       ) 3
 LN0538  NAD 27      -  40 21 48.48508(N)    108 22 16.31617(W) AD(       ) 3
 LN0538  NGVD 29 (07/19/86) 2218.6    (m)         7279.     (f) VERT ANG       
 LN0538
 LN0538.Superseded values are not recommended for survey control.
 LN0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0538.See file dsdata.txt to determine how the superseded data were derived.
 LN0538
 LN0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK2315771412(NAD 83)
 LN0538_MARKER: DD = SURVEY DISK
 LN0538_SETTING: 0 = UNSPECIFIED SETTING
 LN0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0538
 LN0538  HISTORY     - Date     Condition        Report By
 LN0538  HISTORY     - 1955     MONUMENTED       USGS
 LN0538
 LN0538                          STATION DESCRIPTION
 LN0538
 LN0538'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LN0538'STATION LOCATED ABOUT 3.5 MI. E. OF ELK SPRINGS ON SHARP BARE POINT,
 LN0538'NEAR S. 1/4 CORNER SEC. 23, T 5 N, R 98 W.
 LN0538'
 LN0538'TO REACH FROM ELK SPRINGS POST OFFICE, GO E. ON U.S. HIGHWAY 40 FOR
 LN0538'ABOUT 4.0 TO TRACK RD. S., TURN S. THROUGH GATE AND E. TO TOP OF
 LN0538'RIDGE, FOLLOW DIM TRACK RD. 1.4 MI. TO SADDLE IN SHARP RIDGE, THEN
 LN0538'FOLLOW RIDGE TO W. 0.5 MI. TO HIGHEST SHARP POINT AND STATION SITE.
 LN0538'
 LN0538'STATION MARK--STANDARD TABLET SET IN CONCRETE POST PROJECTING 0.8 FT.
 LN0538'ABOVE GROUND, STAMPED ---HEROD 1955---.
 LN0538'
 LN0538'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3573 ***********************************************************************
 AI3573  DESIGNATION -  HERSHMAN
 AI3573  PID         -  AI3573
 AI3573  STATE/COUNTY-  CO/BOULDER
 AI3573  USGS QUAD   -  ALLENS PARK (1978)
 AI3573
 AI3573                         *CURRENT SURVEY CONTROL
 AI3573  ___________________________________________________________________
 AI3573* NAD 83(1992)-  40 10 24.78186(N)    105 31 50.59962(W)     ADJUSTED  
 AI3573* NAVD 88     -      2693.9    (meters)    8838.     (feet)  GPS OBS   
 AI3573  ___________________________________________________________________
 AI3573  X           -  -1,307,273.013 (meters)                     COMP
 AI3573  Y           -  -4,704,077.984 (meters)                     COMP
 AI3573  Z           -   4,094,458.305 (meters)                     COMP
 AI3573  LAPLACE CORR-         -22.72  (seconds)                    DEFLEC99
 AI3573  ELLIP HEIGHT-        2681.00  (meters)          (12/03/02) GPS OBS
 AI3573  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 AI3573
 AI3573  HORZ ORDER  -  FIRST
 AI3573  ELLP ORDER  -  FOURTH    CLASS II
 AI3573
 AI3573.The horizontal coordinates were established by GPS observations
 AI3573.and adjusted by the National Geodetic Survey in February 2000..
 AI3573
 AI3573.The orthometric height was determined by GPS observations and a
 AI3573.high-resolution geoid model.
 AI3573
 AI3573.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3573
 AI3573.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3573
 AI3573.The ellipsoidal height was determined by GPS observations
 AI3573.and is referenced to NAD 83.
 AI3573
 AI3573.The geoid height was determined by GEOID03.
 AI3573
 AI3573;                    North         East     Units Scale Factor Converg.
 AI3573;SPC CO N     -   398,090.586   911,785.113   MT  0.99995775   -0 01 11.5
 AI3573;SPC CO N     - 1,306,068.86  2,991,414.99   sFT  0.99995775   -0 01 11.5
 AI3573;UTM  13      - 4,447,154.929   454,812.508   MT  0.99962514   -0 20 32.6
 AI3573
 AI3573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3573!SPC CO N     -   0.99957959  x   0.99995775  =   0.99953736
 AI3573!UTM  13      -   0.99957959  x   0.99962514  =   0.99920489
 AI3573
 AI3573                          SUPERSEDED SURVEY CONTROL
 AI3573
 AI3573  ELLIP H (02/17/00) 2681.02   (m)                       GP(       ) 4 2
 AI3573
 AI3573.Superseded values are not recommended for survey control.
 AI3573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3573.See file dsdata.txt to determine how the superseded data were derived.
 AI3573
 AI3573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE5481347155(NAD 83)
 AI3573_MARKER: DH = HORIZONTAL CONTROL DISK
 AI3573_SETTING: 66 = SET IN ROCK OUTCROP
 AI3573_STAMPING: HERSHMAN 1999
 AI3573_MARK LOGO: NGS   
 AI3573_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3573_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI3573+STABILITY: POSITION/ELEVATION WELL
 AI3573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3573+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3573
 AI3573  HISTORY     - Date     Condition        Report By
 AI3573  HISTORY     - 1999     MONUMENTED       NGS
 AI3573
 AI3573                          STATION DESCRIPTION
 AI3573
 AI3573'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI3573'THE STATION IS LOCATED ABOUT 3.2 MI (5.1 KM) NORTH-NORTHWEST OF
 AI3573'PEACEFUL VALLEY, 1.5 MI (2.4 KM) SOUTH OF ALLENS PARK AND 0.65 MI
 AI3573'(1.05 KM) EAST OF THE SOUTHEAST CORNER OF ROCKY MOUNTAIN NATIONAL
 AI3573'PARK, IN T 2 N, R 73 W.  OWNERSHIP--U.S.  FOREST SERVICE LAND
 AI3573'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 7 AND
 AI3573'STATE HIGHWAY 72 NEAR THE TOWN OF RAYMOND, GO WEST ON STATE HIGHWAY 7
 AI3573'FOR 4.3 MI (6.9 KM) TO A SIDE ROAD LEFT, STATE HIGHWAY 7 BUSINESS AND
 AI3573'THE NORTH ENTRANCE TO ALLENS PARK.  TURN LEFT, SOUTH, FOR 0.1 MI (0.2
 AI3573'KM) TO THE POST OFFICE AND CONTINUE TO AN INTERSECTION.  TURN LEFT,
 AI3573'EAST, FOR 0.1 MI (0.2 KM) TO A A SIDE ROAD RIGHT, SKI ROAD (COUNTY
 AI3573'ROAD 107) .  TURN RIGHT, SOUTH, ON SKI ROAD (COUNTY ROAD 107) FOR 1.5
 AI3573'MI (2.4 KM) TO A Y-INTERSECTION.  TAKE RIGHT FORK, WEST, UPHILL,
 AI3573'TOWARD THE ST.  VRAIN TRAIL HEAD FOR 0.25 MI (0.40 KM) TO THE MARK ON
 AI3573'THE LEFT, NEAR SOME LARGE PINES IN AN ASPEN GROVE ON A SMALL MOUND
 AI3573'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE EAST END OF A
 AI3573'GRANITE OUTCROP MEASURING 6.8 M (22.3 FT) BY 1.0 M (3.3 FT) AND
 AI3573'PROJECTING 0.4 M (1.3 FT) ON THE EAST SIDE AND FLUSH WITH THE GROUND
 AI3573'ON THE WEST SIDE.  IT IS 31.4 M (103.0 FT) SOUTHEAST FROM THE CENTER
 AI3573'OF SKI ROAD, 23.7 M (77.8 FT) SOUTH FROM A WITNESS POST, 16.3 M (53.5
 AI3573'FT) SOUTHEAST FROM TWO PINE TREES FORMING A --V-- AT THEIR BASE, 3.4 M
 AI3573'(11.2 FT) FROM THE CENTER OF AN OLD ROAD BED AND ABOUT 2 M (6.6 FT)
 AI3573'BELOW SKI ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1284 ***********************************************************************
 LL1284  DESIGNATION -  HESSIA
 LL1284  PID         -  LL1284
 LL1284  STATE/COUNTY-  CO/WELD
 LL1284  USGS QUAD   -  CARR WEST (1975)
 LL1284
 LL1284                         *CURRENT SURVEY CONTROL
 LL1284  ___________________________________________________________________
 LL1284* NAD 83(1992)-  40 58 37.34095(N)    104 54 24.13359(W)     ADJUSTED  
 LL1284* NAVD 88     -      1901.     (meters)    6237.     (feet)  SCALED    
 LL1284  ___________________________________________________________________
 LL1284  LAPLACE CORR-         -11.13  (seconds)                    DEFLEC99
 LL1284  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 LL1284
 LL1284  HORZ ORDER  -  THIRD
 LL1284
 LL1284.The horizontal coordinates were established by classical geodetic methods
 LL1284.and adjusted by the National Geodetic Survey in January 1997..
 LL1284
 LL1284.The orthometric height was scaled from a topographic map.
 LL1284
 LL1284.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1284
 LL1284.The geoid height was determined by GEOID03.
 LL1284
 LL1284;                    North         East     Units Scale Factor Converg.
 LL1284;SPC CO N     -   487,479.463   964,337.719   MT  1.00003718   +0 23 00.1
 LL1284;SPC CO N     - 1,599,338.87  3,163,831.33   sFT  1.00003718   +0 23 00.1
 LL1284;UTM  13      - 4,536,212.386   507,849.078   MT  0.99960076   +0 03 40.2
 LL1284
 LL1284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1284!SPC CO N     -   0.99970440  x   1.00003718  =   0.99974157
 LL1284!UTM  13      -   0.99970440  x   0.99960076  =   0.99930527
 LL1284
 LL1284:                Primary Azimuth Mark                     Grid Az
 LL1284:SPC CO N     -  WARREN                                   033 03 27.4
 LL1284:UTM  13      -  WARREN                                   033 22 47.3
 LL1284
 LL1284|---------------------------------------------------------------------|
 LL1284| PID    Reference Object                     Distance      Geod. Az  |
 LL1284|                                                           dddmmss.s |
 LL1284| MO1101 WARREN                              APPROX. 5.7 KM 0332627.5 |
 LL1284|---------------------------------------------------------------------|
 LL1284
 LL1284                          SUPERSEDED SURVEY CONTROL
 LL1284
 LL1284  NAD 83(1992)-  40 58 37.32546(N)    104 54 24.13195(W) AD(       ) 3
 LL1284  NAD 83(1986)-  40 58 37.32545(N)    104 54 24.13145(W) AD(       ) 3
 LL1284  NAD 27      -  40 58 37.37794(N)    104 54 22.24978(W) AD(       ) 3
 LL1284
 LL1284.Superseded values are not recommended for survey control.
 LL1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1284.See file dsdata.txt to determine how the superseded data were derived.
 LL1284
 LL1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF0784936212(NAD 83)
 LL1284_MARKER: DD = SURVEY DISK
 LL1284_SETTING: 0 = UNSPECIFIED SETTING
 LL1284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1284
 LL1284  HISTORY     - Date     Condition        Report By
 LL1284  HISTORY     - 1947     MONUMENTED       USGS
 LL1284
 LL1284                          STATION DESCRIPTION
 LL1284
 LL1284'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 LL1284'STATION IS LOCATED ON THE S. END OF PLATEAU, NEAR THE CENTER OF S. 1/2
 LL1284'OF SEC. 29, T 12 N, R 67 W.
 LL1284'
 LL1284'TO REACH FROM CHEYENNE POST OFFICE, GO S. 5.4 MI. ON U.S. HIGHWAYS 85
 LL1284'AND 87 TO JUNCTION, GO RIGHT ON U.S. HIGHWAY 87 7.95 MI. TO CROSSROAD
 LL1284'AT 7XL RANCH, THENCE LEFT (E.) 0.7 MI. TO GATE S. OF RD. AND E. OF
 LL1284'RANCH, THENCE S. 0.7 MI. TO FORK, THENCE SW. 2.0 MI. ALONG RIDGE TO
 LL1284'HIGHEST POINT AND STATION.
 LL1284'
 LL1284'STATION MARK--STANDARD TABLET, SET IN CONCRETE POST AND STAMPED
 LL1284'---HESSIA 1947---.
 LL1284'
 LL1284'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---HESSIA NO.
 LL1284'1---, SET IN CONCRETE POST, 53.10 FT. FROM STATION, N 60 DEG W.
 LL1284'
 LL1284'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---HESSIA NO.
 LL1284'2---, SET IN CONCRETE POST, 55.05 FT. FROM STATION, N 48 DEG E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0542 ***********************************************************************
 KJ0542  DESIGNATION -  HETCOR
 KJ0542  PID         -  KJ0542
 KJ0542  STATE/COUNTY-  CO/WASHINGTON
 KJ0542  USGS QUAD   -  WOODROW NW (1973)
 KJ0542
 KJ0542                         *CURRENT SURVEY CONTROL
 KJ0542  ___________________________________________________________________
 KJ0542* NAD 83(1992)-  39 58 26.91430(N)    103 38 21.82884(W)     ADJUSTED  
 KJ0542* NAVD 88     -      1390.3    (meters)    4561.     (feet)  VERTCON   
 KJ0542  ___________________________________________________________________
 KJ0542  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 KJ0542  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 KJ0542
 KJ0542  HORZ ORDER  -  FIRST
 KJ0542
 KJ0542.The horizontal coordinates were established by classical geodetic methods
 KJ0542.and adjusted by the National Geodetic Survey in January 1993..
 KJ0542
 KJ0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0542
 KJ0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0542
 KJ0542.The geoid height was determined by GEOID03.
 KJ0542
 KJ0542;                    North         East     Units Scale Factor Converg.
 KJ0542;SPC CO N     -   377,616.926 1,073,329.137   MT  0.99996843   +1 12 07.9
 KJ0542;SPC CO N     - 1,238,898.20  3,521,414.01   sFT  0.99996843   +1 12 07.9
 KJ0542;UTM  13      - 4,425,773.701   616,186.397   MT  0.99976619   +0 52 27.1
 KJ0542
 KJ0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0542!SPC CO N     -   0.99978504  x   0.99996843  =   0.99975348
 KJ0542!UTM  13      -   0.99978504  x   0.99976619  =   0.99955128
 KJ0542
 KJ0542:                Primary Azimuth Mark                     Grid Az
 KJ0542:SPC CO N     -  HETCOR AZ MK                             358 59 25.9
 KJ0542:UTM  13      -  HETCOR AZ MK                             359 19 06.7
 KJ0542
 KJ0542|---------------------------------------------------------------------|
 KJ0542| PID    Reference Object                     Distance      Geod. Az  |
 KJ0542|                                                           dddmmss.s |
 KJ0542| CP8215 HETCOR AZ MK                                       0001133.8 |
 KJ0542| LK0688 BRUSH MUNICIPAL TANK                APPROX.31.2 KM 0020154.5 |
 KJ0542| LK0685 BRUSH SUGAR REFINERY CONC STK       APPROX.32.0 KM 0050049.8 |
 KJ0542| LK0686 BRUSH SUGAR REFINERY WATER TK       APPROX.32.1 KM 0050625.8 |
 KJ0542| CP8216 HETCOR RM 1                          32.449 METERS 08407     |
 KJ0542| CP8217 HETCOR RM 2                          32.013 METERS 18247     |
 KJ0542| LL1352 MOUNT MEEKER                                       2805605.5 |
 KJ0542| LL1345 LONGS PEAK                                         2810646.5 |
 KJ0542|---------------------------------------------------------------------|
 KJ0542
 KJ0542                          SUPERSEDED SURVEY CONTROL
 KJ0542
 KJ0542  NAD 83(1986)-  39 58 26.90587(N)    103 38 21.82812(W) AD(       ) 1
 KJ0542  NAD 27      -  39 58 26.95900(N)    103 38 20.01800(W) AD(       ) 1
 KJ0542  NGVD 29 (07/19/86) 1389.6    (m)         4559.     (f) VERT ANG       
 KJ0542
 KJ0542.Superseded values are not recommended for survey control.
 KJ0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0542.See file dsdata.txt to determine how the superseded data were derived.
 KJ0542
 KJ0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFE1618625774(NAD 83)
 KJ0542_MARKER: DS = TRIANGULATION STATION DISK
 KJ0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0542_STAMPING: HETCOR 1934
 KJ0542_MARK LOGO: CGS   
 KJ0542_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KJ0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0542+STABILITY: SURFACE MOTION
 KJ0542
 KJ0542  HISTORY     - Date     Condition        Report By
 KJ0542  HISTORY     - 1934     MONUMENTED       CGS
 KJ0542  HISTORY     - 1963     GOOD             LOCENG
 KJ0542  HISTORY     - 19781005 GOOD             NGS
 KJ0542
 KJ0542                          STATION DESCRIPTION
 KJ0542
 KJ0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 KJ0542'THE STATION IS LOCATED ABOUT 2-1/2 MILES WEST-SOUTHWEST OF
 KJ0542'WOODROW POST OFFICE AND STORE WHICH IS 20 MILES SOUTH OF BRUSH
 KJ0542'ON STATE HIGHWAY 71.  IT IS IN PASTURE LAND OWNED BY A MR.
 KJ0542'HETCOR WHOSE RANCH IS ABOUT A MILE NORTH OF THE STATION.  THE
 KJ0542'STATION IS IN SEC. 10 (APPROXIMATELY) T. 1 S., R. 56 W.  THE
 KJ0542'STATION MARK IS 18 FEET EAST OF A NORTH-SOUTH FENCE, 235 FEET
 KJ0542'NORTH OF AN EAST-WEST FENCE AND PROJECTS 6 INCHES.
 KJ0542'
 KJ0542'TO REACH THE STATION FROM WOODROW POST OFFICE AND STORE GO
 KJ0542'WEST ON GRADED ROAD FOR 2.3 MILES TO THE HETCOR RANCH HOUSE
 KJ0542'AND BUILDINGS ON THE LEFT SIDE OF THE ROAD.  HERE LEAVE
 KJ0542'ROAD, TURN SOUTH (LEFT) GO THROUGH RANCH YARD AND PASS THROUGH
 KJ0542'GATE JUST WEST OF WINDMILL.  THEN GO SOUTH-SOUTHWEST 1.0
 KJ0542'MILE TO HIGH GROUND AND STATION AT SOUTHWEST CORNER OF PASTURE.
 KJ0542'
 KJ0542'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KJ0542'BRONZE DISKS SET AS DESCRIBED.
 KJ0542'
 KJ0542'REFERENCE MARK NO. 1 IS EAST OF THE STATION, 124 FEET EAST
 KJ0542'OF THE ABOVE-MENTIONED NORTH-SOUTH FENCE AND PROJECTS 6 INCHES.
 KJ0542'
 KJ0542'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, 15 FEET EAST
 KJ0542'OF THE NORTH-AND-SOUTH FENCE, 135 FEET NORTH OF THE EAST-WEST
 KJ0542'FENCE BOTH MENTIONED ABOVE.  MARK PROJECTS 6 INCHES.
 KJ0542'
 KJ0542'AZIMUTH MARK IS NORTH OF THE STATION, 3 FEET EAST OF THE SAME
 KJ0542'NORTH-SOUTH FENCE THAT PASSES THE STATION AND PROJECTS 4 INCHES.
 KJ0542'
 KJ0542'A 20-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 KJ0542
 KJ0542                          STATION RECOVERY (1963)
 KJ0542
 KJ0542'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963 (JWW)
 KJ0542'STATION RECOVERED BY COLE ST. ASCS OFF
 KJ0542'
 KJ0542'THE STATION AND REFERENCE MARKS ARE ALL IN FARM GROUND, BUT
 KJ0542'THERE ARE WOODEN POSTS IDENTIFYING THE LOCATION SO NO DESTRUCTION
 KJ0542'WILL RESULT.  LOCATED IN E 1/2 OF SE 1/4 SEC. 10, T1S, R56W.
 KJ0542'
 KJ0542'TO REACH THE STATION, GO 2.6 MILES WEST OF THE WOODROW POST
 KJ0542'OFFICE AND STORE PAST SOME DESERTED BUILDINGS TO A TRAIL ROAD
 KJ0542'SOUTH, THEN GO SOUTH FOR ABOUT 0.9 MILE TO STATION LOCATED
 KJ0542'APPROXIMATELY 26 FEET TO THE EAST OF THE TRAIL ROAD.  THE
 KJ0542'STATION IS LOCATED 2638 FEET SOUTH OF A FENCE LINE WEST WHICH
 KJ0542'HAS BEEN COVERED UP BY DUST BLOW PILES.
 KJ0542
 KJ0542                          STATION RECOVERY (1978)
 KJ0542
 KJ0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 KJ0542'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 KJ0542'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND, DISTANCE AND DIRECTION TO
 KJ0542'REFERENCE MARKS COMPARED FAVORABLY WITH PREVIOUS DATA.  A NEW AZIMUTH
 KJ0542'MARK WAS ESTABLISHED AT THIS TIME.  STATION IS REACHED FROM THE POST
 KJ0542'OFFICE IN WOODROW.  GO WEST ON A GOOD GRAVELED ROAD FOR 2.35 MILES
 KJ0542'(3.78 KM) TO AN OLD SMALL WOOD BUILDING ON LEFT, CONTINUE WEST ON ROAD
 KJ0542'FOR 0.2 MILE (0.3 KM) TO A FIELD TRACK ROAD ON LEFT, ON WEST SIDE OF A
 KJ0542'DEEP SAND ROW.  TURN LEFT AND GO SOUTH ON TRACK ROAD FOR 0.5 MILE,
 KJ0542'(0.8 KM) END OF ROAD AND AZIMUTH MARK ON RIGHT, AT EAST END OF AN
 KJ0542'EAST-WEST SANDROW.  CONTINUE SOUTH, STRAIGHT AHEAD, ACROSS A
 KJ0542'CULTIVATED FIELD FOR 0.5 MILE (0.8 KM) TO STATION, AS DESCRIBED.
 KJ0542'STATION IS A STANDARD DISK STAMPED--HETCOR 1934--, SET IN TOP OF A
 KJ0542'SQUARE CONCRETE MONUMENT FLUSH WITH GROUND SURFACE, 1.3 FEET (0.4 M)
 KJ0542'NORTHEAST OF A METAL WITNESS POST.
 KJ0542'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED--HETCOR NO 1 1934--,
 KJ0542'SET IN TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 2 INCHES, 9
 KJ0542'INCHES WEST OF A METAL WITNESS POST.
 KJ0542'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED--HETCOR NO 2 1934--,
 KJ0542'SET IN TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH GROUND SURFACE, 9
 KJ0542'INCHES NORTH OF A METAL WITNESS POST.
 KJ0542'AZIMUTH MARK NO. 2 IS A STANDARD DISK STAMPED--HETCOR 1934 1978--, SET
 KJ0542'IN TOP OF A ROUND CONCRETE MONUMENT, PROJECTING 4 INCHES, 10 FEET (3.0
 KJ0542'M) WEST OF CENTER OF OLD NORTH SOUTH TRACK ROAD, 2.3 FEET (0.7 M)
 KJ0542'SOUTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0394 ***********************************************************************
 LL0394  DESIGNATION -  HH 169
 LL0394  PID         -  LL0394
 LL0394  STATE/COUNTY-  CO/WELD
 LL0394  USGS QUAD   -  CHALK BLUFFS SW (1972)
 LL0394
 LL0394                         *CURRENT SURVEY CONTROL
 LL0394  ___________________________________________________________________
 LL0394* NAD 83(1986)-  40 46 09.     (N)    104 44 36.     (W)     SCALED    
 LL0394* NAVD 88     -      1616.795  (meters)    5304.43   (feet)  ADJUSTED  
 LL0394  ___________________________________________________________________
 LL0394  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 LL0394  DYNAMIC HT  -        1615.430 (meters)    5299.96  (feet)  COMP
 LL0394  MODELED GRAV-     979,723.8   (mgal)                       NAVD 88
 LL0394
 LL0394  VERT ORDER  -  SECOND    CLASS 0
 LL0394
 LL0394.The horizontal coordinates were scaled from a topographic map and have
 LL0394.an estimated accuracy of +/- 6 seconds.
 LL0394
 LL0394.The orthometric height was determined by differential leveling
 LL0394.and adjusted by the National Geodetic Survey in June 1991..
 LL0394
 LL0394.The geoid height was determined by GEOID03.
 LL0394
 LL0394.The dynamic height is computed by dividing the NAVD 88
 LL0394.geopotential number by the normal gravity value computed on the
 LL0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0394.degrees latitude (g = 980.6199 gals.).
 LL0394
 LL0394.The modeled gravity was interpolated from observed gravity values.
 LL0394
 LL0394;                    North         East    Units  Estimated Accuracy
 LL0394;SPC CO N     -   464,500.      978,290.      MT  (+/- 180 meters Scaled)
 LL0394
 LL0394                          SUPERSEDED SURVEY CONTROL
 LL0394
 LL0394  NGVD 29 (??/??/92) 1615.851  (m)         5301.34   (f) ADJ UNCH    2 0
 LL0394
 LL0394.Superseded values are not recommended for survey control.
 LL0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0394.See file dsdata.txt to determine how the superseded data were derived.
 LL0394
 LL0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF216131(NAD 83)
 LL0394_MARKER: DB = BENCH MARK DISK
 LL0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0394_STAMPING: HH 169 1960
 LL0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0394+STABILITY: SURFACE MOTION
 LL0394
 LL0394  HISTORY     - Date     Condition        Report By
 LL0394  HISTORY     - 1960     MONUMENTED       CGS
 LL0394
 LL0394                          STATION DESCRIPTION
 LL0394
 LL0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LL0394'5 MI NE FROM NUNN.
 LL0394'4.5 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT NUNN,
 LL0394'COLORADO, THENCE 2.5 MILES EAST ALONG THE ROAD LEADING TO MISSILE
 LL0394'SITE, ABOUT 100 FEET WEST OF THE TOP OF A SMALL HILL, 53 FEET
 LL0394'SOUTH OF ROAD, 1.5 FEET NORTH OF FENCE, ABOUT 3 FEET HIGHER
 LL0394'THAN HILL, SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES,
 LL0394'2 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0295 ***********************************************************************
 JJ0295  DESIGNATION -  HH 56
 JJ0295  PID         -  JJ0295
 JJ0295  STATE/COUNTY-  CO/CHEYENNE
 JJ0295  USGS QUAD   -  KIT CARSON (1982)
 JJ0295
 JJ0295                         *CURRENT SURVEY CONTROL
 JJ0295  ___________________________________________________________________
 JJ0295* NAD 83(1986)-  38 47 34.     (N)    102 47 46.     (W)     SCALED    
 JJ0295* NAVD 88     -      1320.851  (meters)    4333.49   (feet)  ADJUSTED  
 JJ0295  ___________________________________________________________________
 JJ0295  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 JJ0295  DYNAMIC HT  -        1319.607 (meters)    4329.41  (feet)  COMP
 JJ0295  MODELED GRAV-     979,639.6   (mgal)                       NAVD 88
 JJ0295
 JJ0295  VERT ORDER  -  SECOND    CLASS 0
 JJ0295
 JJ0295.The horizontal coordinates were scaled from a topographic map and have
 JJ0295.an estimated accuracy of +/- 6 seconds.
 JJ0295
 JJ0295.The orthometric height was determined by differential leveling
 JJ0295.and adjusted by the National Geodetic Survey in June 1991..
 JJ0295
 JJ0295.The geoid height was determined by GEOID03.
 JJ0295
 JJ0295.The dynamic height is computed by dividing the NAVD 88
 JJ0295.geopotential number by the normal gravity value computed on the
 JJ0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0295.degrees latitude (g = 980.6199 gals.).
 JJ0295
 JJ0295.The modeled gravity was interpolated from observed gravity values.
 JJ0295
 JJ0295;                    North         East    Units  Estimated Accuracy
 JJ0295;SPC CO C     -   414,800.    1,149,270.      MT  (+/- 180 meters Scaled)
 JJ0295
 JJ0295                          SUPERSEDED SURVEY CONTROL
 JJ0295
 JJ0295  NGVD 29 (??/??/92) 1320.266  (m)         4331.57   (f) ADJ UNCH    2 0
 JJ0295
 JJ0295.Superseded values are not recommended for survey control.
 JJ0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0295.See file dsdata.txt to determine how the superseded data were derived.
 JJ0295
 JJ0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC914960(NAD 83)
 JJ0295_MARKER: DB = BENCH MARK DISK
 JJ0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0295_STAMPING: H 56 1935
 JJ0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0295+STABILITY: SURFACE MOTION
 JJ0295
 JJ0295  HISTORY     - Date     Condition        Report By
 JJ0295  HISTORY     - 1935     MONUMENTED       CGS
 JJ0295  HISTORY     - 1942     GOOD             NGS
 JJ0295  HISTORY     - 1975     MARK NOT FOUND   USGS
 JJ0295  HISTORY     - 19960124 MARK NOT FOUND   CODOT
 JJ0295
 JJ0295                          STATION DESCRIPTION
 JJ0295
 JJ0295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JJ0295'2.3 MI N FROM KIT CARSON.
 JJ0295'2.3 MILES NORTH ALONG STATE HIGHWAY 59 FROM THE UNION PACIFIC
 JJ0295'RAILROAD STATION AT KIT CARSON, CHEYENNE COUNTY, 100 YARDS NORTH OF
 JJ0295'A SANDY RIDGE, AT THE JUNCTION OF A ROAD LEADING WEST, 68 FEET WEST
 JJ0295'OF THE CENTERLINE OF THE HIGHWAY, 15 FEET SOUTH OF THE CENTERLINE OF
 JJ0295'THE ROAD, 20 FEET WEST OF A FENCE CORNER, AND 1 FOOT NORTH OF THE
 JJ0295'FENCE.  A STANDARD DISK, STAMPED H 56 1935 AND SET IN THE TOP OF A
 JJ0295'CONCRETE POST.
 JJ0295
 JJ0295                          STATION RECOVERY (1975)
 JJ0295
 JJ0295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JJ0295'MARK NOT FOUND.
 JJ0295
 JJ0295                          STATION RECOVERY (1996)
 JJ0295
 JJ0295'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (JC)
 JJ0295'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1241 ***********************************************************************
 LL1241  DESIGNATION -  HHC 1
 LL1241  PID         -  LL1241
 LL1241  STATE/COUNTY-  CO/WELD
 LL1241  USGS QUAD   -  FREDERICK (1994)
 LL1241
 LL1241                         *CURRENT SURVEY CONTROL
 LL1241  ___________________________________________________________________
 LL1241* NAD 83(1992)-  40 07 02.41598(N)    104 59 21.58964(W)     ADJUSTED  
 LL1241* NAVD 88     -      1520.     (meters)    4987.     (feet)  SCALED    
 LL1241  ___________________________________________________________________
 LL1241  LAPLACE CORR-          -8.82  (seconds)                    DEFLEC99
 LL1241  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 LL1241
 LL1241  HORZ ORDER  -  THIRD
 LL1241
 LL1241.The horizontal coordinates were established by classical geodetic methods
 LL1241.and adjusted by the National Geodetic Survey in January 1993..
 LL1241
 LL1241.The orthometric height was scaled from a topographic map.
 LL1241
 LL1241.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1241
 LL1241.The geoid height was determined by GEOID03.
 LL1241
 LL1241;                    North         East     Units Scale Factor Converg.
 LL1241;SPC CO N     -   391,974.019   957,933.136   MT  0.99995954   +0 19 47.9
 LL1241;SPC CO N     - 1,286,001.43  3,142,818.96   sFT  0.99995954   +0 19 47.9
 LL1241;UTM  13      - 4,440,780.750   500,909.188   MT  0.99960001   +0 00 24.7
 LL1241
 LL1241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1241!SPC CO N     -   0.99976436  x   0.99995954  =   0.99972391
 LL1241!UTM  13      -   0.99976436  x   0.99960001  =   0.99936446
 LL1241
 LL1241:                Primary Azimuth Mark                     Grid Az
 LL1241:SPC CO N     -  CLEVELAND                                108 26 09.5
 LL1241:UTM  13      -  CLEVELAND                                108 45 32.7
 LL1241
 LL1241|---------------------------------------------------------------------|
 LL1241| PID    Reference Object                     Distance      Geod. Az  |
 LL1241|                                                           dddmmss.s |
 LL1241| LL1240 CLEVELAND                           APPROX. 7.5 KM 1084557.4 |
 LL1241|---------------------------------------------------------------------|
 LL1241
 LL1241                          SUPERSEDED SURVEY CONTROL
 LL1241
 LL1241  NAD 83(1986)-  40 07 02.40408(N)    104 59 21.59088(W) AD(       ) 3
 LL1241  NAD 27      -  40 07 02.46157(N)    104 59 19.66824(W) AD(       ) 3
 LL1241
 LL1241.Superseded values are not recommended for survey control.
 LL1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1241.See file dsdata.txt to determine how the superseded data were derived.
 LL1241
 LL1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE0090940781(NAD 83)
 LL1241_MARKER: DD = SURVEY DISK
 LL1241_SETTING: 0 = UNSPECIFIED SETTING
 LL1241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1241
 LL1241  HISTORY     - Date     Condition        Report By
 LL1241  HISTORY     - 1948     MONUMENTED       USGS
 LL1241
 LL1241                          STATION DESCRIPTION
 LL1241
 LL1241'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 LL1241'STATION IS LOCATED IN SEC. 21, T 2 N, R 68 W.
 LL1241'
 LL1241'TO REACH FROM ERIE POST OFFICE, PROCEED 2.7 MI. SE. ALONG COLORADO
 LL1241'HIGHWAY 240 TO CROSSROADS, TURN LEFT (N.) PROCEED 4.75 MI. TO
 LL1241'CROSSROADS, TURN RIGHT (E.) PROCEED 0.45 MI. TO TOP OF RIDGE TO
 LL1241'GATE IN E-W. FENCE ON N. SIDE RD. OPPOSITE PIT SILO, TURN LEFT (N.)
 LL1241'THROUGH GATE AND PROCEED ALONG TRAIL RUNNING PARALLEL TO N-S. FENCE
 LL1241'LINE AND THENCE APPROXIMATELY 150 FT. TO STATION.
 LL1241'
 LL1241'STATION MARK--STANDARD TABLET, SET IN CONCRETE MONUMENT AND STAMPED
 LL1241'---HHC-1 1948---.
 LL1241'
 LL1241'REFERENCE MARK NO. 1--A COPPER NAIL AND WASHER, IN FENCE POST, 83.50
 LL1241'FT. FROM STATION MARK, S 02 DEG 35 MIN E.
 LL1241'
 LL1241'REFERENCE MARK NO. 2--A SPIKE, IN FENCE POST, 209.00 FT. FROM STATION
 LL1241'MARK, N 46 DEG 18 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0935 ***********************************************************************
 JJ0935  DESIGNATION -  HHCLL 1
 JJ0935  PID         -  JJ0935
 JJ0935  STATE/COUNTY-  CO/BENT
 JJ0935  USGS QUAD   -  MC INTOSH RANCH (1955)
 JJ0935
 JJ0935                         *CURRENT SURVEY CONTROL
 JJ0935  ___________________________________________________________________
 JJ0935* NAD 83(1992)-  38 07 43.15012(N)    103 16 16.61540(W)     ADJUSTED  
 JJ0935* NAVD 88     -      1258.     (meters)    4127.     (feet)  SCALED    
 JJ0935  ___________________________________________________________________
 JJ0935  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 JJ0935  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 JJ0935
 JJ0935  HORZ ORDER  -  THIRD
 JJ0935
 JJ0935.The horizontal coordinates were established by classical geodetic methods
 JJ0935.and adjusted by the National Geodetic Survey in January 1993..
 JJ0935
 JJ0935.The orthometric height was scaled from a topographic map.
 JJ0935
 JJ0935.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0935
 JJ0935.The geoid height was determined by GEOID03.
 JJ0935
 JJ0935;                    North         East     Units Scale Factor Converg.
 JJ0935;SPC CO S     -   469,390.501 1,109,786.499   MT  0.99995857   +1 22 01.4
 JJ0935;SPC CO S     - 1,539,992.00  3,641,024.54   sFT  0.99995857   +1 22 01.4
 JJ0935;UTM  13      - 4,221,501.015   651,516.797   MT  0.99988274   +1 04 03.2
 JJ0935
 JJ0935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0935!SPC CO S     -   0.99980623  x   0.99995857  =   0.99976481
 JJ0935!UTM  13      -   0.99980623  x   0.99988274  =   0.99968899
 JJ0935
 JJ0935:                Primary Azimuth Mark                     Grid Az
 JJ0935:SPC CO S     -  LYON                                     072 14 12.2
 JJ0935:UTM  13      -  LYON                                     072 32 10.4
 JJ0935
 JJ0935|---------------------------------------------------------------------|
 JJ0935| PID    Reference Object                     Distance      Geod. Az  |
 JJ0935|                                                           dddmmss.s |
 JJ0935| JJ0934 LYON                                APPROX. 4.8 KM 0733613.6 |
 JJ0935|---------------------------------------------------------------------|
 JJ0935
 JJ0935                          SUPERSEDED SURVEY CONTROL
 JJ0935
 JJ0935  NAD 83(1986)-  38 07 43.13829(N)    103 16 16.60954(W) AD(       ) 3
 JJ0935  NAD 27      -  38 07 43.11461(N)    103 16 14.85483(W) AD(       ) 3
 JJ0935
 JJ0935.Superseded values are not recommended for survey control.
 JJ0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0935.See file dsdata.txt to determine how the superseded data were derived.
 JJ0935
 JJ0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC5151721501(NAD 83)
 JJ0935_MARKER: DD = SURVEY DISK
 JJ0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0935_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JJ0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0935+STABILITY: SURFACE MOTION
 JJ0935
 JJ0935  HISTORY     - Date     Condition        Report By
 JJ0935  HISTORY     - 1949     MONUMENTED       USGS
 JJ0935
 JJ0935                          STATION DESCRIPTION
 JJ0935
 JJ0935'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 JJ0935'STATION IS LOCATED ABOUT 3 MI. W. AND 4.5 MI. N. OF LAS ANIMAS, IN
 JJ0935'SW. 1/4 OF SEC. 17, T 22 S, R 52 W.
 JJ0935'
 JJ0935'TO REACH STATION FROM THE COURTHOUSE IN LAS ANIMAS, TAKE U.S. HIGHWAY
 JJ0935'50 N. FOR 1.5 MI. TO T-RD. INTERSECTION WITH STATE HIGHWAY 194, THENCE
 JJ0935'W. ON HIGHWAY 194 FOR 2.9 MI. TO T-INTERSECTION WITH GRAVEL RD.,
 JJ0935'THENCE N. ON GRAVEL RD. AND ON DIRT RD. FOR 3.2 MI. TO STATION.
 JJ0935'STATION LIES 137 FT. S. OF FENCE CORNER.
 JJ0935'
 JJ0935'STATION MARK--STANDARD TABLET IN TOP OF 6 X 6 IN. CONCRETE POST
 JJ0935'PROJECTING 2 IN. ABOVE GROUND, STAMPED ---HHCLL-1 1949---.
 JJ0935'
 JJ0935'REFERENCE MARK NO. 1--A 1/2 IN. REINFORCING ROD PROJECTING 4 IN. ABOVE
 JJ0935'GROUND, 68.5 FT. FROM STATION, S 83 DEG 37 MIN E.
 JJ0935'
 JJ0935'REFERENCE MARK NO. 2--A 1/2 IN. REINFORCING ROD PROJECTING 4 IN. ABOVE
 JJ0935'GROUND, 67.2 FT. FROM STATION, S 03 DEG 44 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0792 ***********************************************************************
 JJ0792  DESIGNATION -  HHHGG 1
 JJ0792  PID         -  JJ0792
 JJ0792  STATE/COUNTY-  CO/PROWERS
 JJ0792  USGS QUAD   -  GRANADA NE (1976)
 JJ0792
 JJ0792                         *CURRENT SURVEY CONTROL
 JJ0792  ___________________________________________________________________
 JJ0792* NAD 83(1992)-  38 07 45.53416(N)    102 16 30.32157(W)     ADJUSTED  
 JJ0792* NAVD 88     -      1092.     (meters)    3583.     (feet)  VERTCON   
 JJ0792  ___________________________________________________________________
 JJ0792  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 JJ0792  GEOID HEIGHT-         -23.61  (meters)                     GEOID03
 JJ0792
 JJ0792  HORZ ORDER  -  THIRD
 JJ0792
 JJ0792.The horizontal coordinates were established by classical geodetic methods
 JJ0792.and adjusted by the National Geodetic Survey in January 1993..
 JJ0792
 JJ0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0792
 JJ0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0792
 JJ0792.The geoid height was determined by GEOID03.
 JJ0792
 JJ0792;                    North         East     Units Scale Factor Converg.
 JJ0792;SPC CO S     -   472,013.241 1,197,087.697   MT  0.99995863   +1 58 41.1
 JJ0792;SPC CO S     - 1,548,596.77  3,927,445.22   sFT  0.99995863   +1 58 41.1
 JJ0792;UTM  13      - 4,223,671.168   738,840.757   MT  1.00030262   +1 40 59.7
 JJ0792
 JJ0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0792!SPC CO S     -   0.99983231  x   0.99995863  =   0.99979095
 JJ0792!UTM  13      -   0.99983231  x   1.00030262  =   1.00013488
 JJ0792
 JJ0792:                Primary Azimuth Mark                     Grid Az
 JJ0792:SPC CO S     -  HARTMAN DES MARTEAU COMM ELEV            097 38 15.8
 JJ0792:UTM  13      -  HARTMAN DES MARTEAU COMM ELEV            097 55 57.2
 JJ0792
 JJ0792|---------------------------------------------------------------------|
 JJ0792| PID    Reference Object                     Distance      Geod. Az  |
 JJ0792|                                                           dddmmss.s |
 JJ0792| JJ0787 HARTMAN DES MARTEAU COMM ELEV       APPROX. 4.9 KM 0993656.9 |
 JJ0792| JJ0788 HARTMAN MUNICIPAL TANK              APPROX. 5.0 KM 1031520.1 |
 JJ0792| JJ0794 GRANADA MUNICIPAL TANK              APPROX. 7.9 KM 2034244.7 |
 JJ0792|---------------------------------------------------------------------|
 JJ0792
 JJ0792                          SUPERSEDED SURVEY CONTROL
 JJ0792
 JJ0792  NAD 83(1986)-  38 07 45.53298(N)    102 16 30.31742(W) AD(       ) 3
 JJ0792  NAD 27      -  38 07 45.48710(N)    102 16 28.63392(W) AD(       ) 3
 JJ0792  NGVD 29 (07/19/86) 1092.     (m)         3583.     (f) VERT ANG       
 JJ0792
 JJ0792.Superseded values are not recommended for survey control.
 JJ0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0792.See file dsdata.txt to determine how the superseded data were derived.
 JJ0792
 JJ0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC3884123671(NAD 83)
 JJ0792
 JJ0792  HISTORY     - Date     Condition        Report By
 JJ0792  HISTORY     - 1949     MONUMENTED       USGS
 JJ0792  HISTORY     - 1967     GOOD             USGS
 JJ0792
 JJ0792                          STATION DESCRIPTION
 JJ0792
 JJ0792'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (TJO)
 JJ0792'STATION IS LOCATED ABOUT 2.0 MI. (AIRLINE) NE. OF BRISTOL, COLORADO,
 JJ0792'AND ABOUT 2.0 MI. (AIRLINE) NW. OF HARTMAN, COLORADO, ON THE S. SIDE
 JJ0792'OF E-W. RD. IN SEC. 20, T 22 S, R 44 W.
 JJ0792'
 JJ0792'TO REACH STATION FROM CENTER OF TOWN AT BRISTOL, COLORADO, PROCEED
 JJ0792'N. ON U.S. HIGHWAY 385 FOR 0.5 MI. TO A T-RD. E., TURN RIGHT (E.)
 JJ0792'GO 1.9 MI. TO STATION SITE ABOUT 4 FT. S. OF FENCE LINE.
 JJ0792'
 JJ0792'STATION MARK--STANDARD USGS TABLET CEMENTED IN A CONCRETE MONUMENT
 JJ0792'PROTRUDING 4 IN. ABOVE GROUND, STAMPED ---HHHGG-1 1949---.
 JJ0792'
 JJ0792'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3295 ***********************************************************************
 AB3295  DESIGNATION -  HI LAND
 AB3295  PID         -  AB3295
 AB3295  STATE/COUNTY-  CO/ADAMS
 AB3295  USGS QUAD   -  BRIGHTON (1994)
 AB3295
 AB3295                         *CURRENT SURVEY CONTROL
 AB3295  ___________________________________________________________________
 AB3295* NAD 83(1992)-  39 59 12.70061(N)    104 52 26.50304(W)     ADJUSTED  
 AB3295* NAVD 88     -      1562.2    (meters)    5125.     (feet)  GPS OBS   
 AB3295  ___________________________________________________________________
 AB3295  X           -  -1,256,476.645 (meters)                     COMP
 AB3295  Y           -  -4,730,815.221 (meters)                     COMP
 AB3295  Z           -   4,077,860.376 (meters)                     COMP
 AB3295  LAPLACE CORR-          -6.27  (seconds)                    DEFLEC99
 AB3295  ELLIP HEIGHT-        1544.41  (meters)          (12/03/02) GPS OBS
 AB3295  GEOID HEIGHT-         -17.79  (meters)                     GEOID03
 AB3295
 AB3295  HORZ ORDER  -  FIRST
 AB3295  ELLP ORDER  -  FOURTH    CLASS II
 AB3295
 AB3295.The horizontal coordinates were established by GPS observations
 AB3295.and adjusted by the National Geodetic Survey in May 1996..
 AB3295
 AB3295.The orthometric height was determined by GPS observations and a
 AB3295.high-resolution geoid model.
 AB3295
 AB3295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3295
 AB3295.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3295
 AB3295.The ellipsoidal height was determined by GPS observations
 AB3295.and is referenced to NAD 83.
 AB3295
 AB3295.The geoid height was determined by GEOID03.
 AB3295
 AB3295;                    North         East     Units Scale Factor Converg.
 AB3295;SPC CO N     -   377,550.369   967,863.995   MT  0.99996739   +0 24 16.1
 AB3295;SPC CO N     - 1,238,679.84  3,175,400.46   sFT  0.99996739   +0 24 16.1
 AB3295;UTM  13      - 4,426,306.549   510,754.941   MT  0.99960142   +0 04 51.4
 AB3295
 AB3295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3295!SPC CO N     -   0.99975777  x   0.99996739  =   0.99972517
 AB3295!UTM  13      -   0.99975777  x   0.99960142  =   0.99935929
 AB3295
 AB3295                          SUPERSEDED SURVEY CONTROL
 AB3295
 AB3295  ELLIP H (05/15/96) 1544.46   (m)                       GP(       ) 3 1
 AB3295
 AB3295.Superseded values are not recommended for survey control.
 AB3295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3295.See file dsdata.txt to determine how the superseded data were derived.
 AB3295
 AB3295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE1075526307(NAD 83)
 AB3295_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AB3295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3295_STAMPING: HI LAND 1995
 AB3295_MARK LOGO: CO-001
 AB3295_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3295+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB3295
 AB3295  HISTORY     - Date     Condition        Report By
 AB3295  HISTORY     - 1995     MONUMENTED       CHANCE
 AB3295
 AB3295                          STATION DESCRIPTION
 AB3295
 AB3295'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (FND)
 AB3295'THE STATION IS LOCATED NEAR THE HI-LAND ACRES DEVELOPMENT, ABOUT 3 MI
 AB3295'(4.8 KM) WEST OF BRIGHTON, 7 MI (11.3 KM) SOUTHEAST OF DACONO, 8.5 MI
 AB3295'(13.7 KM) NORTHEAST OF THORNTON, 7.5 MI (12.1 KM) SOUTH-SOUTHWEST OF
 AB3295'FORT LUPTON, AT STATE HIGHWAY 7 MILEPOST 74.45, IN THE SOUTHEAST 1/4
 AB3295'OF SECTION 3, T 1 S, R 67 W, 6TH P.M.  OWNERSHIP--COLORADO DEPARTMENT
 AB3295'OF TRANSPORTATION$TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 AB3295'HIGHWAY 85 AND STATE HIGHWAY 7 IN BRIGHTON, GO WEST ALONG HIGHWAY 7
 AB3295'FOR 2.7 MI (4.3 KM) TO THE TO THE STATION ON THE RIGHT$THE STATION
 AB3295'MARK IS A STANDARD ADAMS COUNTY BRASS SURVEY MARK DISK STAMPED --HI
 AB3295'LAND 1995-- SET IN THE TOP OF A 24-INCH ROUND CONCRETE POST FLUSH WITH
 AB3295'GROUND LEVEL.  IT IS ABOUT 400 FT (121.9 M) WEST OF THE PROJECTED
 AB3295'CENTERLINE OF ELMIRA STREET, 60 FT (18.3 M) NORTH OF THE CENTERLINE OF
 AB3295'HIGHWAY 7, 67.3 FT (20.5 M) WEST OF A UTILITY POLE WITH ONE CROSS-BAR,
 AB3295'97.4 FT (29.7 M) EAST OF A UTILITY POLE WITH ONE CROSS-BAR, 2.5 FT
 AB3295'(0.8 M) SOUTH OF THE RIGHT-OF-WAY FENCE, AND 2.4 FT (0.7 M) SOUTH OF A
 AB3295'CARSONITE WITNESS POST$DESCRIBED BY F.N. DREXEL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0562 ***********************************************************************
 LN0562  DESIGNATION -  HIAWATHA
 LN0562  PID         -  LN0562
 LN0562  STATE/COUNTY-  CO/MOFFAT
 LN0562  USGS QUAD   -  SUGARLOAF BUTTE (1966)
 LN0562
 LN0562                         *CURRENT SURVEY CONTROL
 LN0562  ___________________________________________________________________
 LN0562* NAD 83(1992)-  40 59 37.73995(N)    108 41 07.59080(W)     ADJUSTED  
 LN0562* NAVD 88     -      2141.4    (meters)    7026.     (feet)  VERTCON   
 LN0562  ___________________________________________________________________
 LN0562  LAPLACE CORR-          -5.73  (seconds)                    DEFLEC99
 LN0562  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 LN0562
 LN0562  HORZ ORDER  -  SECOND
 LN0562
 LN0562.The horizontal coordinates were established by classical geodetic methods
 LN0562.and adjusted by the National Geodetic Survey in November 1997..
 LN0562
 LN0562.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0562
 LN0562.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0562
 LN0562.The geoid height was determined by GEOID03.
 LN0562
 LN0562;                    North         East     Units Scale Factor Converg.
 LN0562;SPC CO N     -   493,989.598   646,415.713   MT  1.00004094   -2 03 29.6
 LN0562;SPC CO N     - 1,620,697.54  2,120,782.22   sFT  1.00004094   -2 03 29.6
 LN0562;SPC WYWC     -    54,836.435   605,431.777   MT  0.99993786   +0 02 32.5
 LN0562;UTM  12      - 4,540,650.897   694,683.556   MT  1.00006651   +1 31 07.6
 LN0562
 LN0562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0562!SPC CO N     -   0.99966654  x   1.00004094  =   0.99970747
 LN0562!SPC WYWC     -   0.99966654  x   0.99993786  =   0.99960442
 LN0562!UTM  12      -   0.99966654  x   1.00006651  =   0.99973303
 LN0562
 LN0562:                Primary Azimuth Mark                     Grid Az
 LN0562:SPC CO N     -  HIAWATHA AZ MK                           056 38 17.4
 LN0562:SPC WYWC     -  HIAWATHA AZ MK                           054 32 15.3
 LN0562:UTM  12      -  HIAWATHA AZ MK                           053 03 40.2
 LN0562
 LN0562|---------------------------------------------------------------------|
 LN0562| PID    Reference Object                     Distance      Geod. Az  |
 LN0562|                                                           dddmmss.s |
 LN0562| CP5530 HIAWATHA AZ MK                                     0543447.8 |
 LN0562| CP5531 HIAWATHA RM 1                        15.451 METERS 07945     |
 LN0562| CP5532 HIAWATHA RM 2                        16.222 METERS 16736     |
 LN0562|---------------------------------------------------------------------|
 LN0562
 LN0562                          SUPERSEDED SURVEY CONTROL
 LN0562
 LN0562  NAD 83(1992)-  40 59 37.73910(N)    108 41 07.58990(W) AD(       ) 2
 LN0562  NAD 83(1992)-  40 59 37.73023(N)    108 41 07.58553(W) AD(       ) 2
 LN0562  NAD 83(1986)-  40 59 37.72971(N)    108 41 07.58525(W) AD(       ) 2
 LN0562  NAD 27      -  40 59 37.86800(N)    108 41 05.18800(W) AD(       ) 2
 LN0562  NGVD 29 (10/23/89) 2140.1    (m)         7021.     (f) VERT ANG       
 LN0562
 LN0562.Superseded values are not recommended for survey control.
 LN0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0562.See file dsdata.txt to determine how the superseded data were derived.
 LN0562
 LN0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL9468440651(NAD 83)
 LN0562_MARKER: DS = TRIANGULATION STATION DISK
 LN0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0562+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2004
 LN0562
 LN0562  HISTORY     - Date     Condition        Report By
 LN0562  HISTORY     - 1937     MONUMENTED       CGS
 LN0562  HISTORY     - 1953     GOOD             GULF
 LN0562  HISTORY     - 1963     GOOD             USGS
 LN0562  HISTORY     - 1966     GOOD             USGS
 LN0562  HISTORY     - 20041020 GOOD             INDIV
 LN0562
 LN0562                          STATION DESCRIPTION
 LN0562
 LN0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LN0562'STATION IS ABOUT 0.1 MILE S OF THE WYOMING AND COLORADO STATE
 LN0562'LINE, AND ABOUT 4 MILES W OF THE HIAWATHA OIL FIELD, AND IS
 LN0562'ON THE TOP OF A LOW FLAT-TOPPED, BARE, HILL IN OPEN COUNTRY
 LN0562'W OF VERMILLION CREEK, AND IS ABOUT 50 METERS S OF THE ROAD.
 LN0562'
 LN0562'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 LN0562'DISKS SET IN CONCRETE.
 LN0562'
 LN0562'REFERENCE MARK NO. 1 IS E OF THE STATION AT ABOUT THE SAME
 LN0562'ELEVATION.
 LN0562'
 LN0562'REFERENCE MARK NO. 2 IS S OF THE STATION AT ABOUT THE SAME
 LN0562'ELEVATION.
 LN0562'
 LN0562'AZIMUTH MARK IS ABOUT 0.4 MILE NE OF THE STATION ABOUT 15
 LN0562'FEET S OF THE ROAD.
 LN0562'
 LN0562'STATION IS REACHED FROM BAGGS, WYO., BY GOING S ON CRAIG
 LN0562'ROAD FOR 1.75 MILES TO A T-ROAD AND SIGNS GREAT DIVIDE, CRAIG
 LN0562'52 MILES, AND POWDER WASH.  THENCE TURN RIGHT AND FOLLOW
 LN0562'POWDER WASH ROAD, GRADED DIRT, FOR 4.65 MILES TO A FORK AND
 LN0562'SIGN GREAT DIVIDE.  THENCE TAKE RIGHT FORK ON GRADED DIRT
 LN0562'ROAD, S AND W FOR 8.5 MILES TO A FORK.  THENCE CONTINUE
 LN0562'STRAIGHT AHEAD ON LEFT FORK WESTERLY ON BLADED ROAD FOR 14.75
 LN0562'MILES TO A FORK.  THENCE TAKE RIGHT FORK NW AND N FOR 0.35
 LN0562'MILE TO STEEL BRIDGE OVER THE SNAKE RIVER.  THENCE CROSS
 LN0562'BRIDGE AND CONTINUE STRAIGHT AHEAD ON BLADED ROAD W AND NW
 LN0562'FOR 3.5 MILES TO A SIDE ROAD ON THE RIGHT.  THENCE CONTINUE
 LN0562'STRAIGHT AHEAD ON LEFT FORK, THE MAIN-TRAVELED ROAD, WESTERLY
 LN0562'FOR 9.4 MILES TO A FORK.  THENCE TAKE RIGHT FORK AND GO NW
 LN0562'AND N ON MAIN-TRAVELED ROAD FOR 2.75 MILES TO A SIDE ROAD
 LN0562'TO THE RIGHT AND SIGN POINTING TO BAGGS, POWEDER WASH AND
 LN0562'HIAWATHA.  THENCE CONTINUE N AND W ON HIAWATHA ROAD,
 LN0562'MAIN-TRAVELED ROAD, FOR 5.65 MILES TO TOP OF THE DIVIDE.
 LN0562'THENCE CONTINUE WESTERLY ON MAIN-TRAVELED GRADED ROAD FOR
 LN0562'10.45 MILES TO A FORK.  THENCE KEEP LEFT FORK ON MAIN-TRAVELED
 LN0562'GRADED ROAD SW FOR 2.0 MILES TO WHERE A ROAD COMES IN ON
 LN0562'THE RIGHT.  THENCE CONTINUE SW ON MAIN-TRAVELED ROAD FOR
 LN0562'2.65 MILES TO A WELL TRAVELED FORK.  THENCE TAKE RIGHT FORK
 LN0562'ON MAIN-TRAVELED ROAD DOWN HILL W AND S FOR 0.45 MILE TO
 LN0562'HIAWATHA A SMALL OIL TOWN.  AT THE N EDGE OF TOWN, AT A GAS
 LN0562'PUMP, TURN RIGHT AND GO WESTERLY ON MAIN-TRAVELED GRADED ROAD
 LN0562'FOR 2.65 MILES TO A WATER PUMPING PLANT AND A STEEL
 LN0562'BRIDGE OVER THE VERMILLION CREEK.  THENCE CROSS BRIDGE AND
 LN0562'TAKE LEFT FORK ON MAIN-TRAVELED ROAD SW DOWN VALLEY AND
 LN0562'WESTERLY UP HILL FOR 2.35 MILES TO A FORK.  THENCE CONTINUE
 LN0562'ON RIGHT FORK FOR 0.1 MILE TO A ROAD COMING IN ON THE LEFT
 LN0562'JUST AFTER PASSING UNDER TELEPHONE LINES AND SIGN BOARDS ON
 LN0562'THE LEFT READING HIAWATHA DOME 6 MILES, AND METER HOUSE NO.
 LN0562'6-1 MILE.  THENCE LEAVE THE GRADED ROAD AND TAKE A LEFT FORK
 LN0562'SW UP THE HILL ON A TRAIL ROAD FOR 0.04 MILE TO THE TOP OF
 LN0562'THE HILL AND TO THE STATION.
 LN0562
 LN0562                          STATION RECOVERY (1953)
 LN0562
 LN0562'RECOVERY NOTE BY GULF REFINING COMPANY 1953 (HMH)
 LN0562'MARKER AND AZIMUTH STATION IN GOOD CONDITION.
 LN0562
 LN0562                          STATION RECOVERY (1963)
 LN0562
 LN0562'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 LN0562'STATION FOUND IN GOOD CONDITION.  TO REACH THE STATION FROM
 LN0562'HIAWATHA AT THE BEGINNING OF PAVEMENT, PROCEED 5.0 MILES NW
 LN0562'ALONG PAVED ROAD TO ROAD JUNCTION SW, TURN LEFT FOR 0.1 MILE
 LN0562'TO RIDGE SUMMIT, TURN RIGHT, ACROSS COUNTRY, FOR 0.1 MILE TO
 LN0562'TOP OF LOW HILL AND STATION.
 LN0562
 LN0562                          STATION RECOVERY (1966)
 LN0562
 LN0562'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 LN0562'RECOVERED BY USGS IN 1963 AND 1966.
 LN0562'
 LN0562'STATION MARK--STANDARD USC AND GS DISK IN CONCRETE POST PROJECTING
 LN0562'ABOUT 0.5 FT., STAMPED---HIAWATHA 1937---.
 LN0562
 LN0562                          STATION RECOVERY (2004)
 LN0562
 LN0562'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MH)
 LN0562'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1001 ***********************************************************************
 JK1001  DESIGNATION -  HIDDEN
 JK1001  PID         -  JK1001
 JK1001  STATE/COUNTY-  CO/EL PASO
 JK1001  USGS QUAD   -  ELLICOTT (1975)
 JK1001
 JK1001                         *CURRENT SURVEY CONTROL
 JK1001  ___________________________________________________________________
 JK1001* NAD 83(1992)-  38 51 55.90747(N)    104 27 24.45485(W)     ADJUSTED  
 JK1001* NAVD 88     -      1918.     (meters)    6293.     (feet)  SCALED    
 JK1001  ___________________________________________________________________
 JK1001  LAPLACE CORR-          -6.69  (seconds)                    DEFLEC99
 JK1001  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 JK1001
 JK1001  HORZ ORDER  -  THIRD
 JK1001
 JK1001.The horizontal coordinates were established by classical geodetic methods
 JK1001.and adjusted by the National Geodetic Survey in January 1993..
 JK1001
 JK1001.The orthometric height was scaled from a topographic map.
 JK1001
 JK1001.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1001
 JK1001.The geoid height was determined by GEOID03.
 JK1001
 JK1001;                    North         East     Units Scale Factor Converg.
 JK1001;SPC CO C     -   419,901.407 1,004,934.869   MT  0.99994431   +0 39 28.6
 JK1001;SPC CO C     - 1,377,626.53  3,297,023.82   sFT  0.99994431   +0 39 28.6
 JK1001;UTM  13      - 4,301,994.641   547,126.300   MT  0.99962735   +0 20 27.1
 JK1001
 JK1001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1001!SPC CO C     -   0.99970206  x   0.99994431  =   0.99964638
 JK1001!UTM  13      -   0.99970206  x   0.99962735  =   0.99932952
 JK1001
 JK1001:                Primary Azimuth Mark                     Grid Az
 JK1001:SPC CO C     -  WARD                                     185 10 57.2
 JK1001:UTM  13      -  WARD                                     185 29 58.7
 JK1001
 JK1001|---------------------------------------------------------------------|
 JK1001| PID    Reference Object                     Distance      Geod. Az  |
 JK1001|                                                           dddmmss.s |
 JK1001| JK1002 WARD                                APPROX. 8.2 KM 1855025.8 |
 JK1001|---------------------------------------------------------------------|
 JK1001
 JK1001                          SUPERSEDED SURVEY CONTROL
 JK1001
 JK1001  NAD 83(1986)-  38 51 55.89812(N)    104 27 24.44733(W) AD(       ) 3
 JK1001  NAD 27      -  38 51 55.92233(N)    104 27 22.57063(W) AD(       ) 3
 JK1001
 JK1001.Superseded values are not recommended for survey control.
 JK1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1001.See file dsdata.txt to determine how the superseded data were derived.
 JK1001
 JK1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED4712601995(NAD 83)
 JK1001
 JK1001  HISTORY     - Date     Condition        Report By
 JK1001  HISTORY     - 1939     MONUMENTED       USGS
 JK1001  HISTORY     - 1954     GOOD             USGS
 JK1001
 JK1001                          STATION DESCRIPTION
 JK1001
 JK1001'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JK1001'STATION IS LOCATED IN NW. 1/4 OF SEC. 4, T 14 S, R 63 W, AND IS BEST
 JK1001'REACHED FROM SCOTTS STORE AT JUNCTION OF U.S. HIGHWAY 24 AND STATE
 JK1001'HIGHWAY 94, GO E. ON STATE HIGHWAY 94 12.5 MI. TO NILES FILLING
 JK1001'STATION, THENCE 2 MI. N.  STATION IS LOCATED ABOUT 1,000 FT. SE. OF
 JK1001'THE NW. COR. OF SEC. 4, ON LOW RIDGE.
 JK1001'
 JK1001'STATION MARK--STANDARD BRONZE TABLET CEMENTED IN ROCK SET FLUSH WITH
 JK1001'GROUND, STAMPED ---HIDDEN R 1939---.
 JK1001'
 JK1001'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE MARK CEMENTED IN ROCK
 JK1001'SET FLUSH WITH GROUND, STAMPED ---NO. 1---, AZIMUTH TO REFERENCE 20
 JK1001'DEGREES 18 MINUTES.  DISTANCE TO REFERENCE IS 17.4 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3302 ***********************************************************************
 AB3302  DESIGNATION -  HIDDEN
 AB3302  PID         -  AB3302
 AB3302  STATE/COUNTY-  CO/ADAMS
 AB3302  USGS QUAD   -  ARVADA (1994)
 AB3302
 AB3302                         *CURRENT SURVEY CONTROL
 AB3302  ___________________________________________________________________
 AB3302* NAD 83(1992)-  39 49 05.42886(N)    105 02 10.32104(W)     ADJUSTED  
 AB3302* NAVD 88     -      1611.0    (meters)    5285.     (feet)  GPS OBS   
 AB3302  ___________________________________________________________________
 AB3302  X           -  -1,272,989.464 (meters)                     COMP
 AB3302  Y           -  -4,738,882.951 (meters)                     COMP
 AB3302  Z           -   4,063,520.367 (meters)                     COMP
 AB3302  LAPLACE CORR-         -10.11  (seconds)                    DEFLEC99
 AB3302  ELLIP HEIGHT-        1593.99  (meters)          (12/03/02) GPS OBS
 AB3302  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 AB3302
 AB3302  HORZ ORDER  -  FIRST
 AB3302  ELLP ORDER  -  FOURTH    CLASS II
 AB3302
 AB3302.The horizontal coordinates were established by GPS observations
 AB3302.and adjusted by the National Geodetic Survey in May 1996..
 AB3302
 AB3302.The orthometric height was determined by GPS observations and a
 AB3302.high-resolution geoid model.
 AB3302
 AB3302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3302
 AB3302.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3302
 AB3302.The ellipsoidal height was determined by GPS observations
 AB3302.and is referenced to NAD 83.
 AB3302
 AB3302.The geoid height was determined by GEOID03.
 AB3302
 AB3302;                    North         East     Units Scale Factor Converg.
 AB3302;SPC CO N     -   358,736.236   954,111.553   MT  0.99998517   +0 17 58.8
 AB3302;SPC CO N     - 1,176,953.80  3,130,280.99   sFT  0.99998517   +0 17 58.8
 AB3302;UTM  13      - 4,407,577.331   496,901.774   MT  0.99960012   -0 01 23.5
 AB3302
 AB3302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3302!SPC CO N     -   0.99974999  x   0.99998517  =   0.99973517
 AB3302!UTM  13      -   0.99974999  x   0.99960012  =   0.99935021
 AB3302
 AB3302                          SUPERSEDED SURVEY CONTROL
 AB3302
 AB3302  ELLIP H (05/15/96) 1594.03   (m)                       GP(       ) 3 1
 AB3302
 AB3302.Superseded values are not recommended for survey control.
 AB3302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3302.See file dsdata.txt to determine how the superseded data were derived.
 AB3302
 AB3302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE9690207577(NAD 83)
 AB3302_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AB3302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3302_STAMPING: HIDDEN 1995
 AB3302_MARK LOGO: CO-001
 AB3302_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3302+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB3302
 AB3302  HISTORY     - Date     Condition        Report By
 AB3302  HISTORY     - 1995     MONUMENTED       CHANCE
 AB3302
 AB3302                          STATION DESCRIPTION
 AB3302
 AB3302'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (FND)
 AB3302'THE STATION IS LOCATED NEAR THE SPILLWAY ALONG THE EAST SIDE OF HIDDEN
 AB3302'LAKE, JUST SOUTH OF THE SOUTHERLY LINE OF THE CITY OF WESTMINSTER,
 AB3302'ABOUT 3 MI (4.8 KM) EAST OF ARVADA, 5.5 MI (8.9 KM) NORTHWEST OF
 AB3302'DOWNTOWN DENVER, 6 MI (9.7 KM) WEST OF COMMERCE CITY, IN THE SOUTHEAST
 AB3302'1/4 OF SECTION 6, T 3 S, R 68 W, 6TH P.M.  OWNERSHIP--URBAN DRAINAGE
 AB3302'AND FLOOD CONTROL DISTRICT, 2480 W.  26TH AVENUE, SUITE 156-B, DENVER,
 AB3302'CO 80211.  CONTACT MR.  BEN URBONAS, TELEPHONE 303-455-6277$TO REACH
 AB3302'THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 36 AND FEDERAL
 AB3302'BOULEVARD (U.S.  HIGHWAY 287) , GO SOUTH ALONG FEDERAL BOULEVARD
 AB3302'(HIGHWAY 287) FOR 0.6 MI (1.0 KM) TO THE INTERSECTION WITH W.  72ND
 AB3302'AVENUE.  TURN RIGHT AND GO WEST ALONG E.  72ND AVENUE FOR 0.5 MI (0.8
 AB3302'KM) TO THE INTERSECTION WITH LOWELL BOULEVARD.  TURN LEFT AND GO SOUTH
 AB3302'ALONG LOWELL BOULEVARD FOR 0.75 MI (1.21 KM) TO THE INTERSECTION WITH
 AB3302'W.  66TH AVENUE.  TURN RIGHT AND GO WEST ALONG W. 66TH AVENUE FOR
 AB3302'ABOUT 100 FT (30.5 M) TO THE ENTRANCE TO HIDDEN LAKE PARK ON THE
 AB3302'RIGHT.  TURN RIGHT AND GO NORTH, NORTHWEST, AND WEST ALONG A GRAVEL
 AB3302'ROAD, PASSING BASEBALL FIELDS TO THE LEFT, FOR 0.15 MI (0.24 KM) TO
 AB3302'THE TOP OF THE DAM OF HIDDEN LAKE, THE SPILLWAY ON THE RIGHT, AND THE
 AB3302'STATION ON THE LEFT$THE STATION MARK IS A STANDARD ADAMS COUNTY BRASS
 AB3302'SURVEY MARK DISK STAMPED --HIDDEN 1995-- SET IN THE TOP OF A 24-INCH
 AB3302'ROUND CONCRETE POST FLUSH WITH GROUND LEVEL.  IT IS 8.4 FT (2.6 M)
 AB3302'NORTHEAST OF A STEEL POST AT THE WEST END OF A CHAIN LINK FENCE, 31.7
 AB3302'FT (9.7 M) WEST OF A STEEL CORNER POST OF THE CHAIN LINK FENCE THAT
 AB3302'SURROUNDS A BASEBALL FIELD, 55.7 FT (17.0 M) SOUTH-SOUTHEAST OF THE
 AB3302'ANGLE POINT ALONG THE SOUTH EDGE OF THE CONCRETE WALL ON THE SOUTH
 AB3302'SIDE OF THE SPILLWAY, 44.0 FT (13.4 M) SOUTHWEST OF THE SOUTHWEST
 AB3302'CORNER OF THE SOUTH END OF THE CONCRETE WALL, AND 7.7 FT (2.3 M) NORTH
 AB3302'OF A CARSONITE WITNESS POST IN THE CHAIN LINK FENCE$DESCRIBED BY F.N.
 AB3302'DREXEL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0069 ***********************************************************************
 KK0069  DESIGNATION -  HIGH
 KK0069  PID         -  KK0069
 KK0069  STATE/COUNTY-  CO/ARAPAHOE
 KK0069  USGS QUAD   -  STRASBURG NW (1978)
 KK0069
 KK0069                         *CURRENT SURVEY CONTROL
 KK0069  ___________________________________________________________________
 KK0069* NAD 83(1986)-  39 39 37.     (N)    104 30 00.     (W)     SCALED    
 KK0069* NAVD 88     -      1792.332  (meters)    5880.34   (feet)  ADJUSTED  
 KK0069  ___________________________________________________________________
 KK0069  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 KK0069  DYNAMIC HT  -        1790.619 (meters)    5874.72  (feet)  COMP
 KK0069  MODELED GRAV-     979,606.7   (mgal)                       NAVD 88
 KK0069
 KK0069  VERT ORDER  -  SECOND    CLASS 0
 KK0069
 KK0069.The horizontal coordinates were scaled from a topographic map and have
 KK0069.an estimated accuracy of +/- 6 seconds.
 KK0069
 KK0069.The orthometric height was determined by differential leveling
 KK0069.and adjusted by the National Geodetic Survey in June 1991..
 KK0069
 KK0069.The geoid height was determined by GEOID03.
 KK0069
 KK0069.The dynamic height is computed by dividing the NAVD 88
 KK0069.geopotential number by the normal gravity value computed on the
 KK0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0069.degrees latitude (g = 980.6199 gals.).
 KK0069
 KK0069.The modeled gravity was interpolated from observed gravity values.
 KK0069
 KK0069;                    North         East    Units  Estimated Accuracy
 KK0069;SPC CO C     -   508,080.    1,000,210.      MT  (+/- 180 meters Scaled)
 KK0069
 KK0069                          SUPERSEDED SURVEY CONTROL
 KK0069
 KK0069  NGVD 29 (??/??/92) 1791.399  (m)         5877.28   (f) ADJ UNCH    2 0
 KK0069
 KK0069.Superseded values are not recommended for survey control.
 KK0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0069.See file dsdata.txt to determine how the superseded data were derived.
 KK0069
 KK0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED428901(NAD 83)
 KK0069_MARKER: DS = TRIANGULATION STATION DISK
 KK0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0069_STAMPING: HIGH 1960
 KK0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0069+STABILITY: SURFACE MOTION
 KK0069
 KK0069  HISTORY     - Date     Condition        Report By
 KK0069  HISTORY     - 1960     MONUMENTED       CGS
 KK0069  HISTORY     - 1961     GOOD             NGS
 KK0069
 KK0069                          STATION DESCRIPTION
 KK0069
 KK0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KK0069'15 MI ESE FROM BUCKLEY ANG BASE.
 KK0069'THE STATION IS AT LOWRY AFB ICBM SM-68 TITAN COMPLEX MISSILE SITE
 KK0069'848 C, 47.7 FEET WEST OF A POWERLINE POLE, 42.9 FEET WEST-NORTHWEST
 KK0069'OF A GUY-WIRE, SET IN THE TOP OF A 6-INCH CONCRETE
 KK0069'CYLINDER PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0304 ***********************************************************************
 KM0304  DESIGNATION -  HIGH
 KM0304  PID         -  KM0304
 KM0304  STATE/COUNTY-  CO/RIO BLANCO
 KM0304  USGS QUAD   -  BLACK CABIN GULCH (1973)
 KM0304
 KM0304                         *CURRENT SURVEY CONTROL
 KM0304  ___________________________________________________________________
 KM0304* NAD 83(1992)-  39 45 08.22856(N)    108 31 11.34735(W)     ADJUSTED  
 KM0304* NAVD 88     -      2613.3    (meters)    8574.     (feet)  VERTCON   
 KM0304  ___________________________________________________________________
 KM0304  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 KM0304  GEOID HEIGHT-         -15.93  (meters)                     GEOID03
 KM0304
 KM0304  HORZ ORDER  -  THIRD
 KM0304
 KM0304.The horizontal coordinates were established by classical geodetic methods
 KM0304.and adjusted by the National Geodetic Survey in January 1993..
 KM0304
 KM0304.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0304
 KM0304.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0304
 KM0304.The geoid height was determined by GEOID03.
 KM0304
 KM0304;                    North         East     Units Scale Factor Converg.
 KM0304;SPC CO N     -   355,723.097   655,649.918   MT  0.99999444   -1 57 04.3
 KM0304;SPC CO N     - 1,167,068.19  2,151,078.11   sFT  0.99999444   -1 57 04.3
 KM0304;UTM  12      - 4,403,205.815   712,482.772   MT  1.00015588   +1 35 11.7
 KM0304
 KM0304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0304!SPC CO N     -   0.99959268  x   0.99999444  =   0.99958712
 KM0304!UTM  12      -   0.99959268  x   1.00015588  =   0.99974850
 KM0304
 KM0304:                Primary Azimuth Mark                     Grid Az
 KM0304:SPC CO N     -  CATHEDRAL                                225 36 23.7
 KM0304:UTM  12      -  CATHEDRAL                                222 04 07.7
 KM0304
 KM0304|---------------------------------------------------------------------|
 KM0304| PID    Reference Object                     Distance      Geod. Az  |
 KM0304|                                                           dddmmss.s |
 KM0304| KM0306 CATHEDRAL                           APPROX. 3.8 KM 2233919.4 |
 KM0304|---------------------------------------------------------------------|
 KM0304
 KM0304                          SUPERSEDED SURVEY CONTROL
 KM0304
 KM0304  NAD 83(1986)-  39 45 08.22256(N)    108 31 11.34160(W) AD(       ) 3
 KM0304  NAD 27      -  39 45 08.31756(N)    108 31 09.00202(W) AD(       ) 3
 KM0304  NGVD 29 (07/19/86) 2611.9    (m)         8569.     (f) VERT ANG       
 KM0304
 KM0304.Superseded values are not recommended for survey control.
 KM0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0304.See file dsdata.txt to determine how the superseded data were derived.
 KM0304
 KM0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYK1248303206(NAD 83)
 KM0304_MARKER: DD = SURVEY DISK
 KM0304_SETTING: 0 = UNSPECIFIED SETTING
 KM0304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0304
 KM0304  HISTORY     - Date     Condition        Report By
 KM0304  HISTORY     - 1950     MONUMENTED       USGS
 KM0304
 KM0304                          STATION DESCRIPTION
 KM0304
 KM0304'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KM0304'STATION LOCATED ABOUT 14 MI. S. AND 32 MI. W. OF TOWN OF MEEKER,
 KM0304'COLORADO, ON HIGH BARE KNOLL.
 KM0304'
 KM0304'TO REACH STATION FROM RIO BLANCO POST OFFICE, FOLLOW COLORADO STATE
 KM0304'ROAD 326 W. 23.4 MI.  TAKE RIGHT FORK PAST ROCK SCHOOLHOUSE AND FOLLOW
 KM0304'THIS RD. 3.6 MI.  TURN LEFT AND FOLLOW RD. 5.9 MI. TO FORK.  TAKE
 KM0304'LEFT FORK AND FOLLOW RD. 3.2 MI. TO WOOD GATE.  TURN LEFT THROUGH
 KM0304'WOOD GATE AND FOLLOW RD. 9.9 MI. PAST RANCH BUILDINGS, UP VALLEY AND
 KM0304'THEN UP RIDGE TO FORK.  TAKE RIGHT FORK AND DRIVE UP KNOLL 0.4 MI. TO
 KM0304'TOP AND STATION.  STATION IS LOCATED ABOUT 30 FT. TO RIGHT (W.) OF RD.
 KM0304'
 KM0304'STATION MARK--STANDARD TABLET, WELDED IN IRON PIPE, PROJECTING ABOUT
 KM0304'4 IN. ABOVE GROUND AND STAMPED ---R-HIGH 1950---.
 KM0304'
 KM0304'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0428 ***********************************************************************
 HK0428  DESIGNATION -  HIGH
 HK0428  PID         -  HK0428
 HK0428  STATE/COUNTY-  CO/PUEBLO
 HK0428  USGS QUAD   -  SANFORD HILLS (1984)
 HK0428
 HK0428                         *CURRENT SURVEY CONTROL
 HK0428  ___________________________________________________________________
 HK0428* NAD 83(1992)-  37 48 15.68190(N)    104 12 27.35144(W)     ADJUSTED  
 HK0428* NAVD 88     -      1641.6    (meters)    5386.     (feet)  VERTCON   
 HK0428  ___________________________________________________________________
 HK0428  LAPLACE CORR-          -7.40  (seconds)                    DEFLEC99
 HK0428  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 HK0428
 HK0428  HORZ ORDER  -  FIRST
 HK0428
 HK0428.The horizontal coordinates were established by classical geodetic methods
 HK0428.and adjusted by the National Geodetic Survey in January 1993..
 HK0428
 HK0428.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0428
 HK0428.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0428
 HK0428.The geoid height was determined by GEOID03.
 HK0428
 HK0428;                    North         East     Units Scale Factor Converg.
 HK0428;SPC CO S     -   431,853.046 1,028,207.789   MT  0.99994553   +0 47 33.8
 HK0428;SPC CO S     - 1,416,837.87  3,373,378.39   sFT  0.99994553   +0 47 33.8
 HK0428;UTM  13      - 4,184,403.966   569,755.790   MT  0.99965993   +0 29 08.7
 HK0428
 HK0428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0428!SPC CO S     -   0.99974562  x   0.99994553  =   0.99969117
 HK0428!UTM  13      -   0.99974562  x   0.99965993  =   0.99940564
 HK0428
 HK0428:                Primary Azimuth Mark                     Grid Az
 HK0428:SPC CO S     -  HIGH AZ MK                               000 44 49.4
 HK0428:UTM  13      -  HIGH AZ MK                               001 03 14.5
 HK0428
 HK0428|---------------------------------------------------------------------|
 HK0428| PID    Reference Object                     Distance      Geod. Az  |
 HK0428|                                                           dddmmss.s |
 HK0428| CM8757 HIGH AZ MK                                         0013223.2 |
 HK0428| CM8759 HIGH RM 2                             9.209 METERS 25743     |
 HK0428| CM8758 HIGH RM 1                             8.588 METERS 35142     |
 HK0428|---------------------------------------------------------------------|
 HK0428
 HK0428                          SUPERSEDED SURVEY CONTROL
 HK0428
 HK0428  NAD 83(1986)-  37 48 15.66748(N)    104 12 27.35260(W) AD(       ) 1
 HK0428  NAD 27      -  37 48 15.62900(N)    104 12 25.47100(W) AD(       ) 1
 HK0428  NGVD 29 (07/19/86) 1640.8    (m)         5383.     (f) VERT ANG       
 HK0428
 HK0428.Superseded values are not recommended for survey control.
 HK0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0428.See file dsdata.txt to determine how the superseded data were derived.
 HK0428
 HK0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB6975684404(NAD 83)
 HK0428_MARKER: DS = TRIANGULATION STATION DISK
 HK0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0428
 HK0428  HISTORY     - Date     Condition        Report By
 HK0428  HISTORY     - 1952     MONUMENTED       CGS
 HK0428
 HK0428                          STATION DESCRIPTION
 HK0428
 HK0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LGT)
 HK0428'THE STATION IS LOCATED ABOUT 37 MILES WEST-SOUTHWEST OF LA JUNTA,
 HK0428'33 MILES EAST-NORTHEAST OF WALSENBURG AND 3 MILES SOUTH OF STATE
 HK0428'HIGHWAY 10, ON THE SOUTH END AND HIGHEST POINT OF A NORTH-SOUTH
 HK0428'RIDGE THAT HAS SCATTERED TREES ON ITS TOP AND SIDES.  THE SOUTH
 HK0428'END OF THE RIDGE IS HORSESHOE SHAPED AND THE STATION IS ON THE
 HK0428'SOUTHEAST END OF THE HORSESHOE.
 HK0428'
 HK0428'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS U.S. 50 AND
 HK0428'350 AND STATE 10 IN THE WEST EDGE OF LA JUNTA, GO WEST ON STATE
 HK0428'10 FOR 36.5 MILES TO A DIM TRACK ROAD LEFT, SOUTH, ABOUT 0.1 MILE
 HK0428'BEFORE REACHING A BRIDGE ACROSS AN ARROYO.  TURN LEFT AND FOLLOW
 HK0428'THE TRACK ROAD FOR 0.7 MILE TO A WIRE GATE.  PASS THROUGH THE
 HK0428'GATE AND FOLLOW THE TRACK ROAD SOUTH FOR 0.9 MILE TO ANOTHER
 HK0428'WIRE GATE.  PASS THROUGH THE GATE.  THEN BEAR RIGHT FROM THE
 HK0428'TRACK ROAD AND FOLLOW OLD, DIM, DEEP TRACKS SOUTH AND SOUTHWEST
 HK0428'ALONG THE TOP OF THE RIDGE FOR 1.5 MILE TO A SMALL ROCKY KNOB ON
 HK0428'THE TOP OF THE RIDGE AND THE AZIMUTH MARK AS DESCRIBED BELOW.
 HK0428'CONTINUE SOUTHWEST ALONG THE TOP OF THE RIDGE FOR 1.3 MILES TO
 HK0428'WHERE THE RIDGE TURNS EAST.  HERE TURN EAST ALONG THE TOP OF THE
 HK0428'RIDGE FOR ABOUT 0.6 MILE TO THE EAST END AND HIGHEST POINT OF
 HK0428'THE RIDGE AND THE STATION.  A DRIVE STATION.
 HK0428'
 HK0428'THE STATION MARK, STAMPED HIGH 1952, IS A STANDARD DISK SET IN THE
 HK0428'TOP OF A 12 IN X 12 IN SQUARE CONRETE POST THAT PROJECTS 6 INCHES
 HK0428'ABOVE THE GROUND.  IT IS ABOUT 150 FEET WEST OF THE EAST END OF THE
 HK0428'RIDGE AND 25 FEET NORTH OF WHERE THE RIDGE DROPS SHARPLY TO THE
 HK0428'SOUTH.
 HK0428'
 HK0428'REFERENCE MARK 1, STAMPED HIGH NO 1 1952, IS A STANDARD DISK
 HK0428'SET IN THE TOP OF A 12 IN X 12 IN SQUARE CONCRETE POST THAT IS
 HK0428'FLUSH WITH THE GROUND.  IT IS ABOUT 1 FOOT LOWER THAN THE STATION
 HK0428'MARK.
 HK0428'
 HK0428'REFERENCE MARK 2, STAMPED HIGH NO 2 1952, IS A STANDARD DISK SET
 HK0428'IN THE TOP OF A 12 IN X 12 IN SQUARE CONCRETE POST THAT PROJECTS
 HK0428'6 INCHES ABOVE THE GROUND.  IT IS ABOUT THE SAME ELEVATION AS
 HK0428'THE STATION MARK.
 HK0428'
 HK0428'THE AZIMUTH MARK, STAMPED HIGH 1952, IS A STANDARD DISK SET IN A
 HK0428'DRILL HOLE IN AN OUTCROP THAT IS FLUSH ON ITS UPPER SIDE AND ABOUT
 HK0428'10 INCHES ON ITS LOWER SIDE.  IT IS ABOUT 150 FEET NORTH OF THE
 HK0428'CENTER LINE OF A DIM TRACK ROAD, 75 FEET SOUTHEAST OF THE TOP
 HK0428'OF A SMALL ROCKY KNOB AND 12 FEET NORTHWEST OF A WHITE WITNESS
 HK0428'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0068 ***********************************************************************
 KK0068  DESIGNATION -  HIGH RM 2
 KK0068  PID         -  KK0068
 KK0068  STATE/COUNTY-  CO/ARAPAHOE
 KK0068  USGS QUAD   -  STRASBURG NW (1978)
 KK0068
 KK0068                         *CURRENT SURVEY CONTROL
 KK0068  ___________________________________________________________________
 KK0068* NAD 83(1986)-  39 39 37.     (N)    104 30 00.     (W)     SCALED    
 KK0068* NAVD 88     -      1792.291  (meters)    5880.21   (feet)  ADJUSTED  
 KK0068  ___________________________________________________________________
 KK0068  GEOID HEIGHT-         -17.99  (meters)                     GEOID03
 KK0068  DYNAMIC HT  -        1790.578 (meters)    5874.59  (feet)  COMP
 KK0068  MODELED GRAV-     979,606.7   (mgal)                       NAVD 88
 KK0068
 KK0068  VERT ORDER  -  SECOND    CLASS 0
 KK0068
 KK0068.The horizontal coordinates were scaled from a topographic map and have
 KK0068.an estimated accuracy of +/- 6 seconds.
 KK0068
 KK0068.The orthometric height was determined by differential leveling
 KK0068.and adjusted by the National Geodetic Survey in June 1991..
 KK0068
 KK0068.The geoid height was determined by GEOID03.
 KK0068
 KK0068.The dynamic height is computed by dividing the NAVD 88
 KK0068.geopotential number by the normal gravity value computed on the
 KK0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0068.degrees latitude (g = 980.6199 gals.).
 KK0068
 KK0068.The modeled gravity was interpolated from observed gravity values.
 KK0068
 KK0068;                    North         East    Units  Estimated Accuracy
 KK0068;SPC CO C     -   508,080.    1,000,210.      MT  (+/- 180 meters Scaled)
 KK0068
 KK0068                          SUPERSEDED SURVEY CONTROL
 KK0068
 KK0068  NGVD 29 (??/??/92) 1791.358  (m)         5877.15   (f) ADJ UNCH    2 0
 KK0068
 KK0068.Superseded values are not recommended for survey control.
 KK0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0068.See file dsdata.txt to determine how the superseded data were derived.
 KK0068
 KK0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED428901(NAD 83)
 KK0068_MARKER: DR = REFERENCE MARK DISK
 KK0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0068_STAMPING: HIGH NO 2 1960
 KK0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0068+STABILITY: SURFACE MOTION
 KK0068
 KK0068  HISTORY     - Date     Condition        Report By
 KK0068  HISTORY     - 1960     MONUMENTED       CGS
 KK0068  HISTORY     - 1961     GOOD             NGS
 KK0068
 KK0068                          STATION DESCRIPTION
 KK0068
 KK0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 KK0068'15 MI ESE FROM BUCKLEY ANG BASE.
 KK0068'THE MARK IS AT LOWRY AFB ICBM SM-68 TITAN COMPLEX MISSILE SITE
 KK0068'848 C, 19.9 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL
 KK0068'SHACK, 15.3 FEET SOUTH OF A GUY-WIRE, SET IN THE TOP OF A 6-INCH
 KK0068'CONCRETE CYLINDER PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0815 ***********************************************************************
 JL0815  DESIGNATION -  HIGH ROCK
 JL0815  PID         -  JL0815
 JL0815  STATE/COUNTY-  CO/MONTROSE
 JL0815  USGS QUAD   -  WASHBOARD ROCK (1983)
 JL0815
 JL0815                         *CURRENT SURVEY CONTROL
 JL0815  ___________________________________________________________________
 JL0815* NAD 83(1992)-  38 19 54.07501(N)    107 30 12.28417(W)     ADJUSTED  
 JL0815* NAVD 88     -      3036.8    (meters)    9963.     (feet)  VERTCON   
 JL0815  ___________________________________________________________________
 JL0815  LAPLACE CORR-           4.46  (seconds)                    DEFLEC99
 JL0815  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 JL0815
 JL0815  HORZ ORDER  -  SECOND
 JL0815
 JL0815.The horizontal coordinates were established by classical geodetic methods
 JL0815.and adjusted by the National Geodetic Survey in January 1993..
 JL0815
 JL0815.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0815
 JL0815.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0815
 JL0815.The geoid height was determined by GEOID03.
 JL0815
 JL0815;                    North         East     Units Scale Factor Converg.
 JL0815;SPC CO S     -   491,474.206   739,249.108   MT  0.99998303   -1 13 43.9
 JL0815;SPC CO S     - 1,612,444.96  2,425,353.12   sFT  0.99998303   -1 13 43.9
 JL0815;UTM  13      - 4,245,583.362   281,184.518   MT  1.00018970   -1 33 11.8
 JL0815
 JL0815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0815!SPC CO S     -   0.99952610  x   0.99998303  =   0.99950913
 JL0815!UTM  13      -   0.99952610  x   1.00018970  =   0.99971571
 JL0815
 JL0815|---------------------------------------------------------------------|
 JL0815| PID    Reference Object                     Distance      Geod. Az  |
 JL0815|                                                           dddmmss.s |
 JL0815| CM7413 HIGH ROCK RM 1                        5.580 METERS 17018     |
 JL0815| CM7414 HIGH ROCK RM 2                        4.321 METERS 31544     |
 JL0815| CM7412 HIGH ROCK AZ MK                                    3284105.4 |
 JL0815|---------------------------------------------------------------------|
 JL0815
 JL0815                          SUPERSEDED SURVEY CONTROL
 JL0815
 JL0815  NAD 83(1986)-  38 19 54.06189(N)    107 30 12.28226(W) AD(       ) 2
 JL0815  NAD 27      -  38 19 54.10480(N)    107 30 10.06630(W) AD(       ) 2
 JL0815  NGVD 29 (07/19/86) 3035.2    (m)         9958.     (f) VERT ANG       
 JL0815
 JL0815.Superseded values are not recommended for survey control.
 JL0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0815.See file dsdata.txt to determine how the superseded data were derived.
 JL0815
 JL0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC8118545583(NAD 83)
 JL0815_MARKER: DS = TRIANGULATION STATION DISK
 JL0815_SETTING: 66 = SET IN ROCK OUTCROP
 JL0815
 JL0815  HISTORY     - Date     Condition        Report By
 JL0815  HISTORY     - 1958     MONUMENTED       CGS
 JL0815
 JL0815                          STATION DESCRIPTION
 JL0815
 JL0815'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 JL0815'STATION IS LOCATED ABOUT 20-1/2 MILES EAST AND 10-1/2 MILES
 JL0815'SOUTH OF MONTROSE, 19 MILES NORTHEAST OF RIDGWAY, 8 MILES
 JL0815'SOUTH OF THE GUNNISON RIVER, 3 MILES NORTHWEST OF VAN BOXELS
 JL0815'SAWMILL AND JUST WEST OF THE GUNNISON-MONTROSE COUNTY LINE.
 JL0815'IT IS ON THE NORTH END AND HIGHEST POINT OF A PROMINENT BUTTE,
 JL0815'APPEARING AS A LARGE BOULDER, WHICH HAS A SHEER CLIFF TO
 JL0815'THE NORTH, SLOPES OFF TO THE SOUTH, OVERLOOKS A SMALL LAKE
 JL0815'AT THE WEST BASE OF THE BUTTE AND HAS AN ELEVATION OF ABOUT
 JL0815'9,900 FEET ABOVE SEA LEVEL.
 JL0815'
 JL0815'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 50 AND 550, IN
 JL0815'MONTROSE, GO EAST ON HIGHWAY 50 FOR 19.1 MILES TO THE CIMARRON
 JL0815'POST OFFICE ON THE LEFT.  CONTINUE EAST ON THE HIGHWAY FOR
 JL0815'3.5 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW GRADED
 JL0815'ROAD SOUTHEAST, PASSING A LARGE RANCH ON THE LEFT, FOR 2 MILES
 JL0815'TO A FORK.  TURN RIGHT AND FOLLOW GRADED ROAD SOUTH FOR
 JL0815'0.2 MILE TO A BOARD GATE AND LARGE RANCH HOME ON THE LEFT.
 JL0815'PASS THROUGH GATE AND CONTINUE SOUTHWEST AND SOUTH FOR 0.4
 JL0815'MILE TO A FORK.  TURN LEFT AND FOLLOW TRACK ROAD SOUTHEAST
 JL0815'FOR 0.15 MILE TO A LARGE POLE GATE.  PASS THROUGH GATE AND
 JL0815'CONTINUE SOUTH FOR 0.2 MILE TO A FORK.  TURN LEFT AND
 JL0815'CONTINUE SOUTHEAST ON TRACK ROAD FOR 0.5 MILE TO A FORK AT A
 JL0815'SMALL WOODEN BRIDGE ON THE RIGHT.  (TO REACH AZIMUTH
 JL0815'MARK FROM THIS POINT, TURN RIGHT AND FOLLOW TRACK ROAD
 JL0815'SOUTHWEST FOR 0.4 MILE TO A WIRE GATE.  PASS THROUGH
 JL0815'GATE AND CONTINUE SOUTHERLY FOR 1.5 MILES TO TOP OF RISE AT A
 JL0815'SMALL KNOLL AND AZIMUTH MARK ON RIGHT ON SOUTHEAST SLOPE
 JL0815'OF KNOLL.) TURN LEFT AND GO EAST FOR 0.2 MILE TO A POLE
 JL0815'GATE.  PASS THROUGH GATE AND CONTINUE SOUTHEAST FOR 0.55
 JL0815'MILE TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE SOUTH
 JL0815'FOR 0.9 MILE TO A FORK.  TURN RIGHT AND FOLLOW TRACK ROAD SOUTHWEST,
 JL0815'WEST AND NORTHWEST A TOTAL DISTANCE OF 1.45 MILES TO A FORK
 JL0815'AT A SALT LICK AND SMALL POND ON LEFT.  TURN LEFT AND
 JL0815'CONTINUE WEST AND SOUTH ON TRACK ROAD FOR 1.25 MILES
 JL0815'TO A FORK AND THE END OF TRUCK TRAVEL FOR A 2-WHEEL DRIVEN
 JL0815'VEHICLE.  A 4-WHEEL DRIVEN VEHICLE CAN BE TAKEN
 JL0815'SOUTHWESTERLY FOR AN APPROXIMATED 1.0 MILE TO THE END OF
 JL0815'TRUCK TRAVEL AT LAKE.  PACK SOUTH, AROUND EAST SIDE OF LAKE,
 JL0815'AND UP ALONG WEST BASE OF BUTTE, FOR ABOUT 20 MINUTES TO
 JL0815'THE TOP OF THE RIDGE ON THE SOUTH SLOPE.  BEAR SHARP LEFT
 JL0815'AND FOLLOW UP RIDGE NORTH FOR ABOUT 15 MINUTES TO THE HIGHEST
 JL0815'POINT AND STATION.
 JL0815'
 JL0815'STATION MARK IS A STANDARD DISK, STAMPED HIGH ROCK 1958.
 JL0815'IT IS CEMENTED IN A DRILL HOLE IN FLUSH BEDROCK.
 JL0815'
 JL0815'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HIGH ROCK NO
 JL0815'1 1958.  IT IS CEMENTED IN A DRILL HOLE IN A 2 X 3 FOOT
 JL0815'BOULDER PROJECTING 2 FEET AND 5 FEET LOWER THAN STATION.
 JL0815'
 JL0815'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HIGH ROCK NO
 JL0815'2 1958.  IT IS CEMENTED IN A DRILL HOLE IN FLUSH BEDROCK AND
 JL0815'IS AT ABOUT THE SAME ELEVATION AS STATION.
 JL0815'
 JL0815'AZIMUTH MARK IS A STANDARD DISK, STAMPED HIGH ROCK 1958.
 JL0815'IT IS CEMENTED IN A DRILL HOLE IN FLUSH BEDROCK, 118 FEET
 JL0815'WEST OF THE TRACK ROAD CENTER.  A 4 IN X 4 IN WHITE WITNESS
 JL0815'POST WAS SET 3 FEET SOUTH OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0661 ***********************************************************************
 KL0661  DESIGNATION -  HIGHLAND
 KL0661  PID         -  KL0661
 KL0661  STATE/COUNTY-  CO/PITKIN
 KL0661  USGS QUAD   -  HIGHLAND PEAK (1987)
 KL0661
 KL0661                         *CURRENT SURVEY CONTROL
 KL0661  ___________________________________________________________________
 KL0661* NAD 83(1992)-  39 07 44.92472(N)    106 52 36.93793(W)     ADJUSTED  
 KL0661* NAVD 88     -      3777.2    (meters)   12392.     (feet)  VERTCON   
 KL0661  ___________________________________________________________________
 KL0661  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 KL0661  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 KL0661
 KL0661  HORZ ORDER  -  FIRST
 KL0661
 KL0661.The horizontal coordinates were established by classical geodetic methods
 KL0661.and adjusted by the National Geodetic Survey in January 1993..
 KL0661
 KL0661.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0661
 KL0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0661
 KL0661.The geoid height was determined by GEOID03.
 KL0661
 KL0661;                    North         East     Units Scale Factor Converg.
 KL0661;SPC CO C     -   449,547.437   795,352.888   MT  0.99993603   -0 52 06.3
 KL0661;SPC CO C     - 1,474,890.22  2,609,420.27   sFT  0.99993603   -0 52 06.3
 KL0661;UTM  13      - 4,332,785.473   337,763.477   MT  0.99992410   -1 11 05.0
 KL0661
 KL0661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0661!SPC CO C     -   0.99940988  x   0.99993603  =   0.99934595
 KL0661!UTM  13      -   0.99940988  x   0.99992410  =   0.99933403
 KL0661
 KL0661|---------------------------------------------------------------------|
 KL0661| PID    Reference Object                     Distance      Geod. Az  |
 KL0661|                                                           dddmmss.s |
 KL0661| CM7415 HIGHLAND RM 1                         4.163 METERS 04815     |
 KL0661| KL0659 CASTLE PK                           APPROX.13.3 KM 1741131.5 |
 KL0661| CM7416 HIGHLAND RM 2                         8.040 METERS 33644     |
 KL0661|---------------------------------------------------------------------|
 KL0661
 KL0661                          SUPERSEDED SURVEY CONTROL
 KL0661
 KL0661  NAD 83(1986)-  39 07 44.91874(N)    106 52 36.94276(W) AD(       ) 1
 KL0661  NAD 27      -  39 07 44.95800(N)    106 52 34.78500(W) AD(       ) 1
 KL0661  NGVD 29 (07/19/86) 3775.4    (m)        12386.     (f) VERT ANG       
 KL0661
 KL0661.Superseded values are not recommended for survey control.
 KL0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0661.See file dsdata.txt to determine how the superseded data were derived.
 KL0661
 KL0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD3776332785(NAD 83)
 KL0661_MARKER: DS = TRIANGULATION STATION DISK
 KL0661_SETTING: 0 = UNSPECIFIED SETTING
 KL0661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0661
 KL0661  HISTORY     - Date     Condition        Report By
 KL0661  HISTORY     - 1953     MONUMENTED       CGS
 KL0661  HISTORY     - 1959     GOOD             USGS
 KL0661
 KL0661                          STATION DESCRIPTION
 KL0661
 KL0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KL0661'THE STATION IS LOCATED ABOUT 5.0 MILES SOUTH-SOUTHWEST OF ASPEN
 KL0661'ON THE SUMMIT OF A HIGH GRASSY PEAK IN A NORTH-SOUTH MOUNTAIN
 KL0661'RANGE THAT LIES BETWEEN MAROON CREEK AND CONUNDRUM CREEK.  IT
 KL0661'IS A STANDARD BRONZE DISK WELDED ON THE TOP OF A 3 INCH CAST
 KL0661'IRON PIPE THAT PROJECTS 1 FOOT AND IS STAMPED HIGHLAND 1953.
 KL0661'
 KL0661'REFERENCE MARK NO. 1 IS ABOUT 1 FOOT HIGHER IN ELEVATION THAN
 KL0661'THE STATION AND IS STAMPED HIGHLAND NO 1 1953.
 KL0661'
 KL0661'REFERENCE MARK NO. 2 IS ABOUT 2 FEET LOWER IN ELEVATION THAN
 KL0661'THE STATION AND IS STAMPED HIGHLAND NO 2 1953.
 KL0661'
 KL0661'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 25.70 FEET.
 KL0661'
 KL0661'TRIANGULATION STATION CASTLE PK WAS USED FOR THE AZIMUTH MARK.
 KL0661'
 KL0661'TO REACH THE STATION FROM THE COURTHOUSE IN ASPEN, GO WEST ON
 KL0661'STATE HIGHWAY 82 FOR 1.5 MILES TO A FORKED ROAD ON THE LEFT,
 KL0661'TAKE THE LEFT ONE OF TWO GRAVELED ROADS AND GO SOUTHERLY FOR
 KL0661'2.5 MILES TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT AND GO
 KL0661'WEST AND SOUTHWEST UP HILL FOR 0.5 MILE TO WOODS ROAD ON THE
 KL0661'RIGHT JUST BEFORE REACHING A HOUSE ON THE LEFT, TURN RIGHT AND
 KL0661'GO WESTERLY ON STEEP WOODS ROAD KEEPING ALL RIGHT FORKS FOR
 KL0661'2.5 MILES TO A SMALL CLEARING AND OLD CAMP GROUNDS AND END OF
 KL0661'TRUCK TRAVEL.
 KL0661'
 KL0661'PACK SOUTHERLY ALONG GAME TRAIL FOR ABOUT 1.0 MILE TO THE TOP
 KL0661'OF RIDGE AND POINT JUST SOUTH OF A SHARP RED PEAK, CONTINUE
 KL0661'SOUTH AND SOUTHWEST ALONG THE TOP OF RIDGE FOR ABOUT 1.0 MILE
 KL0661'TO THE HIGHEST POINT OF MOUNTAIN AND STATION AS DESCRIBED.
 KL0661'
 KL0661'THIS IS ABOUT 3-1/2 HOUR PACK AND A 4 WHEEL DRIVE VEHICLE WILL
 KL0661'BE NEEDED TO REACH THE OLD CAMP GROUNDS.
 KL0661
 KL0661                          STATION RECOVERY (1959)
 KL0661
 KL0661'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KL0661'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0702 ***********************************************************************
 KL0702  DESIGNATION -  HIGHTOWER
 KL0702  PID         -  KL0702
 KL0702  STATE/COUNTY-  CO/MESA
 KL0702  USGS QUAD   -  HIGHTOWER MOUNTAIN (1982)
 KL0702
 KL0702                         *CURRENT SURVEY CONTROL
 KL0702  ___________________________________________________________________
 KL0702* NAD 83(1992)-  39 15 55.87639(N)    107 38 12.41082(W)     ADJUSTED  
 KL0702* NAVD 88     -      2914.01   (+/-2cm)    9560.4    (feet)  VERTCON   
 KL0702  ___________________________________________________________________
 KL0702  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 KL0702  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 KL0702
 KL0702  HORZ ORDER  -  SECOND
 KL0702  VERT ORDER  -  THIRD ? (See Below)
 KL0702
 KL0702.The horizontal coordinates were established by classical geodetic methods
 KL0702.and adjusted by the National Geodetic Survey in January 1993..
 KL0702
 KL0702.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0702.The vertical order pertains to the NGVD 29 superseded value.
 KL0702
 KL0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0702
 KL0702.The geoid height was determined by GEOID03.
 KL0702
 KL0702;                    North         East     Units Scale Factor Converg.
 KL0702;SPC CO C     -   465,953.067   730,022.068   MT  0.99994002   -1 20 51.5
 KL0702;SPC CO C     - 1,528,714.35  2,395,080.73   sFT  0.99994002   -1 20 51.5
 KL0702;UTM  13      - 4,349,556.696   272,516.208   MT  1.00023721   -1 40 10.5
 KL0702
 KL0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0702!SPC CO C     -   0.99954543  x   0.99994002  =   0.99948548
 KL0702!UTM  13      -   0.99954543  x   1.00023721  =   0.99978253
 KL0702
 KL0702|---------------------------------------------------------------------|
 KL0702| PID    Reference Object                     Distance      Geod. Az  |
 KL0702|                                                           dddmmss.s |
 KL0702| CM7418 HIGHTOWER RM 1                                     02109     |
 KL0702| CM7417 HIGHTOWER AZ MK                                    0250337.1 |
 KL0702| CM7419 HIGHTOWER RM 2                                     21333     |
 KL0702|---------------------------------------------------------------------|
 KL0702
 KL0702                          SUPERSEDED SURVEY CONTROL
 KL0702
 KL0702  NAD 83(1986)-  39 15 55.87324(N)    107 38 12.40850(W) AD(       ) 2
 KL0702  NAD 27      -  39 15 55.94800(N)    107 38 10.20400(W) AD(       ) 2
 KL0702  NGVD 29 (07/19/86) 2912.52   (m)         9555.5    (f) LEVELING    3  
 KL0702
 KL0702.Superseded values are not recommended for survey control.
 KL0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0702.See file dsdata.txt to determine how the superseded data were derived.
 KL0702
 KL0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD7251649557(NAD 83)
 KL0702_MARKER: DS = TRIANGULATION STATION DISK
 KL0702_SETTING: 66 = SET IN ROCK OUTCROP
 KL0702
 KL0702  HISTORY     - Date     Condition        Report By
 KL0702  HISTORY     - 1937     MONUMENTED       CGS
 KL0702
 KL0702                          STATION DESCRIPTION
 KL0702
 KL0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KL0702'THIS IS A BOUNDARY STATION FOR THE E BOUNDARY OF S.C.S. AREA
 KL0702'NO. 1.  IT IS IN GRAND MESA NATIONAL FOREST, 20 MILES S OF
 KL0702'SILT, ABOUT 16-1/4 MILES E BY N OF COLLBRAN, ON A PROMINENT,
 KL0702'WOODED RIDGE KNOWN AS HIGHTOWER MOUNTAIN ABOUT 3 MILES ESE
 KL0702'(AIR LINE) FROM HIGHTOWER RANGER STATION, ON THE HIGH POINT OF
 KL0702'THE RIDGE, NEAR ITS NE EXTREMITY, ABOUT 100 YARDS SW OF A BARE,
 KL0702'ROCKY KNOLL AT THE EXTREME NE POINT OF THE RIDGE, ON THE BACKBONE
 KL0702'OF THE RIDGE, IN A THICKET OF ASPENS.
 KL0702'
 KL0702'SURFACE, REFERENCE MARK NO. 1, AND AZIMUTH MARKS ARE STANDARD
 KL0702'BRONZE DISKS WEDGED IN DRILL HOLES IN BOULDERS.
 KL0702'
 KL0702'UNDERGROUND MARK IS A BLOCK OF CONCRETE THREE FEET BELOW THE
 KL0702'GROUND CONTAINING AT THE CENTER OF ITS UPPER SURFACE A STANDARD
 KL0702'BRONZE DISK.
 KL0702'
 KL0702'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK REFERENCE MARK
 KL0702'WEDGED IN A DRILL HOLE IN OUTCROPPING BEDROCK.
 KL0702'
 KL0702'REFERENCE MARK NO. 1 IS NNE OF THE STATION, ALONG THE RIDGE
 KL0702'LINE, ABOUT 5 FEET LOWER THAN THE STATION.
 KL0702'
 KL0702'REFERENCE MARK NO. 2 IS SW OF THE STATION, ALONG THE DIM TRAIL
 KL0702'ALONG THE CREST OF THE RIDGE.
 KL0702'
 KL0702'AZIMUTH MARK IS APPROXIMATELY 100 YARDS NE BY E OF THE STATION,
 KL0702'IN THE CENTER OF THE BARE, ROCKY KNOLL AT THE NE EXTREMITY
 KL0702'OF THE RIDGE, IN TOP OF BOULDER ABOUT 2 FEET HIGH.
 KL0702'
 KL0702'TO REACH THE STATION FROM THE STOCKMENS BANK AT COLLBRAN, GO
 KL0702'N ON THE MAIN STREET FOR 0.1 MILE AND TURN RIGHT WITH THE MAIN
 KL0702'TRAVELED ROAD UP THE N SIDE OF BUZZARD CREEK, THENCE 6.7
 KL0702'MILES AND KEEP THE LEFT FORK, THENCE EASTERLY FOR 8.0 MILES
 KL0702'AND TURN SHARP RIGHT AT ARROW HIGHTOWER R.S. 2, THENCE 2.0
 KL0702'MILES AND PASS THE RANGER STATION ON THE RIGHT, THENCE 7.0
 KL0702'MILES AND TURN RIGHT AT FOREST SERVICE CAMP GROUNDS, CROSS
 KL0702'CREEK AND GO ABOUT 100 YARDS TO RANCH OF C.L. ROACH WHO CAN
 KL0702'FURNISH PACK ANIMALS.  TO REACH FROM ROACHS RANCH, GO BACK
 KL0702'UP THE ROAD TOWARDS THE RANGER STATION FOR 1 MILE, TURN
 KL0702'RIGHT OFF THE ROAD AND PICK A WAY NW THROUGH THE BRUSH FOR
 KL0702'ABOUT 2 MILES TO THE CREST OF THE RIDGE.  WHEN THE SUMMIT
 KL0702'OF THE RIDGE COMES INTO VIEW, BEAR TOWARDS A SHALLOW SADDLE AND
 KL0702'GAP IN THE TREES NEAR THE NE END OF THE RIDGE.  WHEN
 KL0702'THIS IS REACHED, TURN RIGHT AND GO NE ALONG THE CREST FOR 1/8
 KL0702'MILE TO THE STATION.  FROM ROACHS RANCH THE STATION IS ABOUT
 KL0702'1-1/2 HOURS RIDGE ON HORSEBACK.
 KL0702'
 KL0702'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0677 ***********************************************************************
 LK0677  DESIGNATION -  HIGHWAY
 LK0677  PID         -  LK0677
 LK0677  STATE/COUNTY-  CO/WASHINGTON
 LK0677  USGS QUAD   -  MERINO SW (1984)
 LK0677
 LK0677                         *CURRENT SURVEY CONTROL
 LK0677  ___________________________________________________________________
 LK0677* NAD 83(1992)-  40 15 11.35266(N)    103 26 10.75332(W)     ADJUSTED  
 LK0677* NAVD 88     -      1357.     (meters)    4452.     (feet)  SCALED    
 LK0677  ___________________________________________________________________
 LK0677  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 LK0677  GEOID HEIGHT-         -19.83  (meters)                     GEOID03
 LK0677
 LK0677  HORZ ORDER  -  THIRD
 LK0677
 LK0677.The horizontal coordinates were established by classical geodetic methods
 LK0677.and adjusted by the National Geodetic Survey in January 1993..
 LK0677
 LK0677.The orthometric height was scaled from a topographic map.
 LK0677
 LK0677.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0677
 LK0677.The geoid height was determined by GEOID03.
 LK0677
 LK0677;                    North         East     Units Scale Factor Converg.
 LK0677;SPC CO N     -   408,971.597 1,089,951.470   MT  0.99995685   +1 20 00.3
 LK0677;SPC CO N     - 1,341,767.65  3,575,949.11   sFT  0.99995685   +1 20 00.3
 LK0677;UTM  13      - 4,457,028.125   632,983.773   MT  0.99981770   +1 00 38.0
 LK0677
 LK0677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0677!SPC CO N     -   0.99979033  x   0.99995685  =   0.99974719
 LK0677!UTM  13      -   0.99979033  x   0.99981770  =   0.99960807
 LK0677
 LK0677:                Primary Azimuth Mark                     Grid Az
 LK0677:SPC CO N     -  PHHFP 1                                  267 01 49.4
 LK0677:UTM  13      -  PHHFP 1                                  267 21 11.7
 LK0677
 LK0677|---------------------------------------------------------------------|
 LK0677| PID    Reference Object                     Distance      Geod. Az  |
 LK0677|                                                           dddmmss.s |
 LK0677| LK0678 PHHFP 1                             APPROX. 5.1 KM 2682149.7 |
 LK0677|---------------------------------------------------------------------|
 LK0677
 LK0677                          SUPERSEDED SURVEY CONTROL
 LK0677
 LK0677  NAD 83(1986)-  40 15 11.34477(N)    103 26 10.75266(W) AD(       ) 3
 LK0677  NAD 27      -  40 15 11.41974(N)    103 26 08.96007(W) AD(       ) 3
 LK0677
 LK0677.Superseded values are not recommended for survey control.
 LK0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0677.See file dsdata.txt to determine how the superseded data were derived.
 LK0677
 LK0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE3298457028(NAD 83)
 LK0677_MARKER: DD = SURVEY DISK
 LK0677_SETTING: 0 = UNSPECIFIED SETTING
 LK0677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LK0677
 LK0677  HISTORY     - Date     Condition        Report By
 LK0677  HISTORY     - 1949     MONUMENTED       USGS
 LK0677
 LK0677                          STATION DESCRIPTION
 LK0677
 LK0677'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 LK0677'STATION IS LOCATED IN SE. 1/4 SEC. 5, T 3 N, R 54 W, ABOUT 1700 FT.
 LK0677'N. AND 380 FT. W. OF T-FENCE W., AT SECTION CORNER POST 4, 5, 8, 9,
 LK0677'T 3 N, R 54 W.
 LK0677'
 LK0677'TO REACH FROM BRUSH, COLORADO, STATE WEIGHING STATION, GO 8.7 MI.
 LK0677'E. ON STATE HIGHWAY 34 TO DIM RD. N. AT CATTLEGUARD, TURN N. (LEFT)
 LK0677'AND GO 0.5 MI., THEN TURN E. (RIGHT) ALONG FENCE AND GO 0.50 MI.,
 LK0677'THEN TURN N. (LEFT) ALONG FENCE AND GO 0.50 MI., THEN TURN E. (RIGHT)
 LK0677'ALONG FENCE AND GO 0.50 MI. TO SECTION CORNER POST 4, 5, 8, 9, T 3 N,
 LK0677'R 54 W, AT T-FENCE E., THENCE GO ABOUT 1700 FT. N. AND 380 FT. W. OF
 LK0677'T-FENCE TO TOP OF SMALL KNOLL AND STATION.
 LK0677'
 LK0677'STATION MARK--STANDARD TABLET, STAMPED ---HIGHWAY 1949---, SET IN TOP
 LK0677'OF CONCRETE POST, PROJECTING 8 IN. ABOVE GROUND.
 LK0677'
 LK0677'REFERENCEMARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---NO. 1
 LK0677'1949---, SET IN TOP OF CONCRETE POST, PROJECTING 4 IN. ABOVE GROUND,
 LK0677'46.8 FT. FROM STATION, S 07 DEG 19 MIN W.
 LK0677'
 LK0677'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---NO. 2
 LK0677'1949---, SET IN TOP OF CONCRETE POST, PROJECTING 4 IN. ABOVE GROUND,
 LK0677'43.9 FT. FROM STATION, N 89 DEG 10 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0087 ***********************************************************************
 HM0087  DESIGNATION -  HIGHWAY 160 STA 118+93.2
 HM0087  PID         -  HM0087
 HM0087  STATE/COUNTY-  CO/MONTEZUMA
 HM0087  USGS QUAD   -  CORTEZ (1979)
 HM0087
 HM0087                         *CURRENT SURVEY CONTROL
 HM0087  ___________________________________________________________________
 HM0087* NAD 83(1986)-  37 19 50.     (N)    108 36 23.     (W)     SCALED    
 HM0087* NAVD 88     -      1841.000  (meters)    6040.01   (feet)  ADJUSTED  
 HM0087  ___________________________________________________________________
 HM0087  GEOID HEIGHT-         -19.62  (meters)                     GEOID03
 HM0087  DYNAMIC HT  -        1838.766 (meters)    6032.68  (feet)  COMP
 HM0087  MODELED GRAV-     979,351.8   (mgal)                       NAVD 88
 HM0087
 HM0087  VERT ORDER  -  FIRST     CLASS II
 HM0087
 HM0087.The horizontal coordinates were scaled from a topographic map and have
 HM0087.an estimated accuracy of +/- 6 seconds.
 HM0087
 HM0087.The orthometric height was determined by differential leveling
 HM0087.and adjusted by the National Geodetic Survey in June 1991..
 HM0087
 HM0087.The geoid height was determined by GEOID03.
 HM0087
 HM0087.The dynamic height is computed by dividing the NAVD 88
 HM0087.geopotential number by the normal gravity value computed on the
 HM0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0087.degrees latitude (g = 980.6199 gals.).
 HM0087
 HM0087.The modeled gravity was interpolated from observed gravity values.
 HM0087
 HM0087;                    North         East    Units  Estimated Accuracy
 HM0087;SPC CO S     -   383,060.      639,150.      MT  (+/- 180 meters Scaled)
 HM0087
 HM0087                          SUPERSEDED SURVEY CONTROL
 HM0087
 HM0087  NGVD 29 (??/??/92) 1839.929  (m)         6036.50   (f) ADJ UNCH    1 2
 HM0087
 HM0087.Superseded values are not recommended for survey control.
 HM0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0087.See file dsdata.txt to determine how the superseded data were derived.
 HM0087
 HM0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG120342(NAD 83)
 HM0087_MARKER: Z = SEE DESCRIPTION
 HM0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0087_STAMPING: FO 23-1(5) 118+93.2 6037.34
 HM0087_MARK LOGO: CODH  
 HM0087_PROJECTION: PROJECTING 15 CENTIMETERS
 HM0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0087+STABILITY: SURFACE MOTION
 HM0087
 HM0087  HISTORY     - Date     Condition        Report By
 HM0087  HISTORY     - UNK      MONUMENTED       CODH
 HM0087  HISTORY     - 1963     GOOD             NGS
 HM0087  HISTORY     - 1984     POOR             NGS
 HM0087
 HM0087                          STATION DESCRIPTION
 HM0087
 HM0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 HM0087'1.8 MI SW FROM CORTEZ.
 HM0087'1.8 MILES WEST AND SOUTH ALONG U.S. 160 AND U.S. 666 FROM THE
 HM0087'INTERSECTION OF MAIN AND MARKET STREETS IN THE CENTER OF CORTEZ.  100
 HM0087'FT. W OF THE CENTERLINE OF U.S. 666.  435 FT. N OF THE ENTRANCE OF
 HM0087'TRAILER PARK AND SALES.  218 FT. N OF FIRE HYDRANT.  42 FT. W OF THE
 HM0087'CENTERLINE OF SERVICE ROAD.  92.6 FT. N OF POWER POLE.  A STANDARD
 HM0087'COLORADO STATE HIGHWAY DEPARTMENT RIGHT OF WAY MARKER DISK, STAMPED FO
 HM0087'23-1(5) 118+93.2 6037.34, SET IN THE TOP OF A PRE CAST CONCRETE POST,
 HM0087'6 INCHES IN DIAMETER AND PROJECTING ABOUT 6 IN.
 HM0087
 HM0087                          STATION RECOVERY (1984)
 HM0087
 HM0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HM0087'RECOVERED IN POOR CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.1 KM
 HM0087'(1.35 MI) SOUTH ALONG U.S. HIGHWAY 160 FROM ITS WEST JUNCTION WITH
 HM0087'U.S. HIGHWAY 666 IN CORTEZ, 0.2 KM (0.1 MI) NORTH OF A GRAVELED ROAD
 HM0087'LEADING WEST TO THE ARROWHEAD TRAILER PARK, 30.5 METERS (100.1 FT)
 HM0087'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 28.3 METERS (92.8 FT)
 HM0087'NORTHEAST OF UTILITY POLE NUMBER 15 WITH A TRANSFORMER, AND
 HM0087'12.9 METERS (42.3 FT) NORTHWEST OF THE CENTER OF A GRAVELED FRONTAGE
 HM0087'ROAD.  NOTE=THE CEMENT HAS STARTED TO BREAK APART ON THE MARK.
 HM0087'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 HM0087'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0348 ***********************************************************************
 HJ0348  DESIGNATION -  HIGHWAY 287 STA 289+00 ROW
 HJ0348  PID         -  HJ0348
 HJ0348  STATE/COUNTY-  CO/BACA
 HJ0348  USGS QUAD   -  HORSE CREEK SPRINGS (1971)
 HJ0348
 HJ0348                         *CURRENT SURVEY CONTROL
 HJ0348  ___________________________________________________________________
 HJ0348* NAD 83(1992)-  37 33 51.34333(N)    102 37 12.57941(W)     ADJUSTED  
 HJ0348* NAVD 88     -      1343.     (meters)    4406.     (feet)  SCALED    
 HJ0348  ___________________________________________________________________
 HJ0348  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 HJ0348  GEOID HEIGHT-         -22.99  (meters)                     GEOID03
 HJ0348
 HJ0348  HORZ ORDER  -  SECOND
 HJ0348
 HJ0348.The horizontal coordinates were established by classical geodetic methods
 HJ0348.and adjusted by the National Geodetic Survey in January 1993..
 HJ0348
 HJ0348.The orthometric height was scaled from a topographic map.
 HJ0348
 HJ0348.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0348
 HJ0348.The geoid height was determined by GEOID03.
 HJ0348
 HJ0348;                    North         East     Units Scale Factor Converg.
 HJ0348;SPC CO S     -   408,340.521 1,168,783.096   MT  0.99995643   +1 45 59.1
 HJ0348;SPC CO S     - 1,339,697.19  3,834,582.54   sFT  0.99995643   +1 45 59.1
 HJ0348;UTM  13      - 4,160,132.909   710,189.407   MT  1.00014421   +1 27 05.0
 HJ0348
 HJ0348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0348!SPC CO S     -   0.99979296  x   0.99995643  =   0.99974940
 HJ0348!UTM  13      -   0.99979296  x   1.00014421  =   0.99993714
 HJ0348
 HJ0348                          SUPERSEDED SURVEY CONTROL
 HJ0348
 HJ0348  NAD 83(1986)-  37 33 51.34141(N)    102 37 12.56822(W) AD(       ) 2
 HJ0348  NAD 27      -  37 33 51.29479(N)    102 37 10.87088(W) AD(       ) 2
 HJ0348
 HJ0348.Superseded values are not recommended for survey control.
 HJ0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0348.See file dsdata.txt to determine how the superseded data were derived.
 HJ0348
 HJ0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB1018960133(NAD 83)
 HJ0348_MARKER: DD = SURVEY DISK
 HJ0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0348_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0348+STABILITY: SURFACE MOTION
 HJ0348
 HJ0348  HISTORY     - Date     Condition        Report By
 HJ0348  HISTORY     - 1953     MONUMENTED       CODH
 HJ0348
 HJ0348                          STATION DESCRIPTION
 HJ0348
 HJ0348'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1953
 HJ0348'THE STATION WILLIAM IS LOCATED ALONG THE EAST SIDE OF U.S. HWY 287,
 HJ0348'ABOUT 35.5 MILES SOUTH OF LAMAR, 11.0 MILES NORTH OF SPRINGFIELD,
 HJ0348'AND 0.5 MILE NORTH OF THE JUNCTION OF STATE ROUTE 116 WITH
 HJ0348'U.S. HIGHWAY 287.
 HJ0348'
 HJ0348'TO REACH FROM THE U.S. POST OFFICE IN LAMAR, GO EAST ONE
 HJ0348'BLOCK TO U.S. HIGHWAY 287.  TURN RIGHT, SOUTH, AND GO 35.5
 HJ0348'MILES TO THE STATION ON THE LEFT.
 HJ0348'
 HJ0348'THE STATE HIGHWAY RIGHT-OF-WAY MARKER IS A BRONZE DISK, STAMPED
 HJ0348'289+00, SET IN THE TOP OF A 6 INCH DIAMETER CONCRETE CYLINDER
 HJ0348'THAT PROJECTS 4 INCHES AND IS THE SAME ELEVATION AS THE
 HJ0348'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0567 ***********************************************************************
 KJ0567  DESIGNATION -  HIGHWAY 36 ROW MARKER
 KJ0567  PID         -  KJ0567
 KJ0567  STATE/COUNTY-  CO/LINCOLN
 KJ0567  USGS QUAD   -  ANTON (1978)
 KJ0567
 KJ0567                         *CURRENT SURVEY CONTROL
 KJ0567  ___________________________________________________________________
 KJ0567* NAD 83(1986)-  39 44 28.     (N)    103 13 02.     (W)     SCALED    
 KJ0567* NAVD 88     -      1485.125  (meters)    4872.45   (feet)  ADJUSTED  
 KJ0567  ___________________________________________________________________
 KJ0567  GEOID HEIGHT-         -20.62  (meters)                     GEOID03
 KJ0567  DYNAMIC HT  -        1483.802 (meters)    4868.11  (feet)  COMP
 KJ0567  MODELED GRAV-     979,683.1   (mgal)                       NAVD 88
 KJ0567
 KJ0567  VERT ORDER  -  THIRD
 KJ0567
 KJ0567.The horizontal coordinates were scaled from a topographic map and have
 KJ0567.an estimated accuracy of +/- 6 seconds.
 KJ0567
 KJ0567.The orthometric height was determined by differential leveling
 KJ0567.and adjusted by the National Geodetic Survey in June 1991..
 KJ0567
 KJ0567.The geoid height was determined by GEOID03.
 KJ0567
 KJ0567.The dynamic height is computed by dividing the NAVD 88
 KJ0567.geopotential number by the normal gravity value computed on the
 KJ0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0567.degrees latitude (g = 980.6199 gals.).
 KJ0567
 KJ0567.The modeled gravity was interpolated from observed gravity values.
 KJ0567
 KJ0567;                    North         East    Units  Estimated Accuracy
 KJ0567;SPC CO C     -   519,040.    1,110,050.      MT  (+/- 180 meters Scaled)
 KJ0567
 KJ0567                          SUPERSEDED SURVEY CONTROL
 KJ0567
 KJ0567.No superseded survey control is available for this station.
 KJ0567
 KJ0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFE527005(NAD 83)
 KJ0567_MARKER: DD = SURVEY DISK
 KJ0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0567_SP_SET: CONCRETE POST
 KJ0567_STAMPING: COLORADO DEPT. OF HIGHWAYS R.O.W. MARKER
 KJ0567_MARK LOGO: CODH  
 KJ0567_MAGNETIC: N = NO MAGNETIC MATERIAL
 KJ0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0567+STABILITY: SURFACE MOTION
 KJ0567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0567+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1972
 KJ0567
 KJ0567  HISTORY     - Date     Condition        Report By
 KJ0567  HISTORY     - UNK      MONUMENTED       CODH
 KJ0567  HISTORY     - 19721024 GOOD             USGS
 KJ0567
 KJ0567                          STATION DESCRIPTION
 KJ0567
 KJ0567'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KJ0567'AT ANTON, COLORADO, 100 FEET NORTH AND 80 FEET EAST OF THE
 KJ0567'INTERSECTION OF U.S. HIGHWAY 36 AND STATE HIGHWAY 63, PROJECTING 0.4
 KJ0567'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0312 ***********************************************************************
 KJ0312  DESIGNATION -  HIGHWAY 36 STA 1484+40
 KJ0312  PID         -  KJ0312
 KJ0312  STATE/COUNTY-  CO/ADAMS
 KJ0312  USGS QUAD   -  COTTONWOOD VALLEY NORTH (1973)
 KJ0312
 KJ0312                         *CURRENT SURVEY CONTROL
 KJ0312  ___________________________________________________________________
 KJ0312* NAD 83(1986)-  39 44 25.     (N)    103 46 46.     (W)     SCALED    
 KJ0312* NAVD 88     -      1504.526  (meters)    4936.10   (feet)  ADJUSTED  
 KJ0312  ___________________________________________________________________
 KJ0312  GEOID HEIGHT-         -19.45  (meters)                     GEOID03
 KJ0312  DYNAMIC HT  -        1503.188 (meters)    4931.71  (feet)  COMP
 KJ0312  MODELED GRAV-     979,683.6   (mgal)                       NAVD 88
 KJ0312
 KJ0312  VERT ORDER  -  SECOND    CLASS 0
 KJ0312
 KJ0312.The horizontal coordinates were scaled from a topographic map and have
 KJ0312.an estimated accuracy of +/- 6 seconds.
 KJ0312
 KJ0312.The orthometric height was determined by differential leveling
 KJ0312.and adjusted by the National Geodetic Survey in June 1991..
 KJ0312
 KJ0312.The geoid height was determined by GEOID03.
 KJ0312
 KJ0312.The dynamic height is computed by dividing the NAVD 88
 KJ0312.geopotential number by the normal gravity value computed on the
 KJ0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0312.degrees latitude (g = 980.6199 gals.).
 KJ0312
 KJ0312.The modeled gravity was interpolated from observed gravity values.
 KJ0312
 KJ0312;                    North         East    Units  Estimated Accuracy
 KJ0312;SPC CO N     -   351,410.    1,061,870.      MT  (+/- 180 meters Scaled)
 KJ0312
 KJ0312                          SUPERSEDED SURVEY CONTROL
 KJ0312
 KJ0312  NGVD 29 (??/??/92) 1503.751  (m)         4933.56   (f) ADJ UNCH    2 0
 KJ0312
 KJ0312.Superseded values are not recommended for survey control.
 KJ0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0312.See file dsdata.txt to determine how the superseded data were derived.
 KJ0312
 KJ0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD045996(NAD 83)
 KJ0312_MARKER: DD = SURVEY DISK
 KJ0312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0312_STAMPING: PWA 351-D 1484+40 4934.37
 KJ0312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0312+STABILITY: SURFACE MOTION
 KJ0312
 KJ0312  HISTORY     - Date     Condition        Report By
 KJ0312  HISTORY     - UNK      MONUMENTED       CODH
 KJ0312  HISTORY     - 1954     GOOD             NGS
 KJ0312  HISTORY     - 1973     MARK NOT FOUND   USGS
 KJ0312
 KJ0312                          STATION DESCRIPTION
 KJ0312
 KJ0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KJ0312'10 MI W FROM LAST CHANCE.
 KJ0312'10.05 MILES WEST ALONG U.S. HIGHWAY 36 FROM ITS INTERSECTION WITH
 KJ0312'STATE HIGHWAY 71 AT LAST CHANCE, 179 FEET NORTHEAST OF THE NORTH
 KJ0312'END OF A LARGE PIPE CULVERT, 100 FEET NORTH OF THE CENTER LINE
 KJ0312'OF THE HIGHWAY, 2 FEET EAST OF A FENCE CORNER, 2 FEET NORTHWEST OF
 KJ0312'A WITNESS POST, IN A FENCE LINE, SET IN THE TOP OF A CONCRETE POST
 KJ0312'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 KJ0312
 KJ0312                          STATION RECOVERY (1973)
 KJ0312
 KJ0312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 KJ0312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0315 ***********************************************************************
 KJ0315  DESIGNATION -  HIGHWAY 36 STA 1588+00
 KJ0315  PID         -  KJ0315
 KJ0315  STATE/COUNTY-  CO/ADAMS
 KJ0315  USGS QUAD   -  LAST CHANCE NW (1973)
 KJ0315
 KJ0315                         *CURRENT SURVEY CONTROL
 KJ0315  ___________________________________________________________________
 KJ0315* NAD 83(1986)-  39 44 24.     (N)    103 44 34.     (W)     SCALED    
 KJ0315* NAVD 88     -      1498.613  (meters)    4916.70   (feet)  ADJUSTED  
 KJ0315  ___________________________________________________________________
 KJ0315  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 KJ0315  DYNAMIC HT  -        1497.285 (meters)    4912.34  (feet)  COMP
 KJ0315  MODELED GRAV-     979,687.6   (mgal)                       NAVD 88
 KJ0315
 KJ0315  VERT ORDER  -  SECOND    CLASS 0
 KJ0315
 KJ0315.The horizontal coordinates were scaled from a topographic map and have
 KJ0315.an estimated accuracy of +/- 6 seconds.
 KJ0315
 KJ0315.The orthometric height was determined by differential leveling
 KJ0315.and adjusted by the National Geodetic Survey in June 1991..
 KJ0315
 KJ0315.The geoid height was determined by GEOID03.
 KJ0315
 KJ0315.The dynamic height is computed by dividing the NAVD 88
 KJ0315.geopotential number by the normal gravity value computed on the
 KJ0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0315.degrees latitude (g = 980.6199 gals.).
 KJ0315
 KJ0315.The modeled gravity was interpolated from observed gravity values.
 KJ0315
 KJ0315;                    North         East    Units  Estimated Accuracy
 KJ0315;SPC CO N     -   351,450.    1,065,020.      MT  (+/- 180 meters Scaled)
 KJ0315
 KJ0315                          SUPERSEDED SURVEY CONTROL
 KJ0315
 KJ0315  NGVD 29 (??/??/92) 1497.845  (m)         4914.18   (f) ADJ UNCH    2 0
 KJ0315
 KJ0315.Superseded values are not recommended for survey control.
 KJ0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0315.See file dsdata.txt to determine how the superseded data were derived.
 KJ0315
 KJ0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD077996(NAD 83)
 KJ0315_MARKER: DD = SURVEY DISK
 KJ0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0315_STAMPING: PWA 351-D 1588 + 00 4914.92
 KJ0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0315+STABILITY: SURFACE MOTION
 KJ0315
 KJ0315  HISTORY     - Date     Condition        Report By
 KJ0315  HISTORY     - UNK      MONUMENTED       CODH
 KJ0315  HISTORY     - 1954     GOOD             NGS
 KJ0315
 KJ0315                          STATION DESCRIPTION
 KJ0315
 KJ0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KJ0315'8 MI W FROM LAST CHANCE.
 KJ0315'8.0 MILES WEST ALONG U.S. HIGHWAY 36 FROM ITS INTERSECTION WITH
 KJ0315'STATE HIGHWAY 71 AT LAST CHANCE, 100 FEET NORTH OF THE CENTER LINE
 KJ0315'OF THE HIGHWAY, 37 FEET WEST OF THE CENTER LINE OF A ROAD LEADING
 KJ0315'NORTH, 7 FEET WEST OF A FENCE CORNER, 2 FEET EAST OF A WITNESS
 KJ0315'POST, IN A FENCE LINE, SET IN THE TOP OF A CONCRETE POST WHICH
 KJ0315'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0318 ***********************************************************************
 KJ0318  DESIGNATION -  HIGHWAY 36 STA 1689+00
 KJ0318  PID         -  KJ0318
 KJ0318  STATE/COUNTY-  CO/ADAMS
 KJ0318  USGS QUAD   -  LAST CHANCE NW (1973)
 KJ0318
 KJ0318                         *CURRENT SURVEY CONTROL
 KJ0318  ___________________________________________________________________
 KJ0318* NAD 83(1986)-  39 44 25.     (N)    103 42 25.     (W)     SCALED    
 KJ0318* NAVD 88     -      1457.472  (meters)    4781.72   (feet)  ADJUSTED  
 KJ0318  ___________________________________________________________________
 KJ0318  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 KJ0318  DYNAMIC HT  -        1456.179 (meters)    4777.48  (feet)  COMP
 KJ0318  MODELED GRAV-     979,688.1   (mgal)                       NAVD 88
 KJ0318
 KJ0318  VERT ORDER  -  SECOND    CLASS 0
 KJ0318
 KJ0318.The horizontal coordinates were scaled from a topographic map and have
 KJ0318.an estimated accuracy of +/- 6 seconds.
 KJ0318
 KJ0318.The orthometric height was determined by differential leveling
 KJ0318.and adjusted by the National Geodetic Survey in June 1991..
 KJ0318
 KJ0318.The geoid height was determined by GEOID03.
 KJ0318
 KJ0318.The dynamic height is computed by dividing the NAVD 88
 KJ0318.geopotential number by the normal gravity value computed on the
 KJ0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0318.degrees latitude (g = 980.6199 gals.).
 KJ0318
 KJ0318.The modeled gravity was interpolated from observed gravity values.
 KJ0318
 KJ0318;                    North         East    Units  Estimated Accuracy
 KJ0318;SPC CO N     -   351,540.    1,068,090.      MT  (+/- 180 meters Scaled)
 KJ0318
 KJ0318                          SUPERSEDED SURVEY CONTROL
 KJ0318
 KJ0318  NGVD 29 (??/??/92) 1456.702  (m)         4779.20   (f) ADJ UNCH    2 0
 KJ0318
 KJ0318.Superseded values are not recommended for survey control.
 KJ0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0318.See file dsdata.txt to determine how the superseded data were derived.
 KJ0318
 KJ0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD107997(NAD 83)
 KJ0318_MARKER: DD = SURVEY DISK
 KJ0318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0318_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0318_STAMPING: PWA 351-D 1689 + 00 4780.13
 KJ0318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0318+STABILITY: SURFACE MOTION
 KJ0318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0318+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2001
 KJ0318
 KJ0318  HISTORY     - Date     Condition        Report By
 KJ0318  HISTORY     - UNK      MONUMENTED       CODH
 KJ0318  HISTORY     - 1954     GOOD             NGS
 KJ0318  HISTORY     - 20010705 GOOD             LOCSUR
 KJ0318
 KJ0318                          STATION DESCRIPTION
 KJ0318
 KJ0318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KJ0318'6 MI W FROM LAST CHANCE.
 KJ0318'6.0 MILES WEST ALONG U.S. HIGHWAY 36 FROM ITS INTERSECTION WITH
 KJ0318'STATE HIGHWAY 71 AT LAST CHANCE, 100 FEET NORTH OF THE CENTER
 KJ0318'LINE OF THE HIGHWAY, 36 FEET WEST OF THE CENTER LINE OF A NORTH AND
 KJ0318'SOUTH ROAD, 6.5 FEET WEST OF A FENCE CORNER, 2 FEET EAST OF A
 KJ0318'WITNESS POST, IN A FENCE LINE AT THE ADAMS AND WASHINGTON
 KJ0318'COUNTY LINE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KJ0318'0.3 FOOT ABOVE THE GROUND.
 KJ0318
 KJ0318                          STATION RECOVERY (2001)
 KJ0318
 KJ0318'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (MSJ)
 KJ0318'MARK IS NOW 0.5 FEET BELOW GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0298 ***********************************************************************
 KJ0298  DESIGNATION -  HIGHWAY 36 STA 897+50
 KJ0298  PID         -  KJ0298
 KJ0298  STATE/COUNTY-  CO/ADAMS
 KJ0298  USGS QUAD   -  NOONEN RESERVOIR (1969)
 KJ0298
 KJ0298                         *CURRENT SURVEY CONTROL
 KJ0298  ___________________________________________________________________
 KJ0298* NAD 83(1992)-  39 44 25.79336(N)    103 59 16.41840(W)     ADJUSTED  
 KJ0298* NAVD 88     -      1530.849  (meters)    5022.46   (feet)  ADJUSTED  
 KJ0298  ___________________________________________________________________
 KJ0298  X           -  -1,187,395.652 (meters)                     COMP
 KJ0298  Y           -  -4,766,674.180 (meters)                     COMP
 KJ0298  Z           -   4,056,838.132 (meters)                     COMP
 KJ0298  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 KJ0298  ELLIP HEIGHT-        1511.78  (meters)          (12/03/02) GPS OBS
 KJ0298  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 KJ0298  DYNAMIC HT  -        1529.470 (meters)    5017.94  (feet)  COMP
 KJ0298  MODELED GRAV-     979,671.6   (mgal)                       NAVD 88
 KJ0298
 KJ0298  HORZ ORDER  -  FIRST
 KJ0298  VERT ORDER  -  SECOND    CLASS 0
 KJ0298  ELLP ORDER  -  FOURTH    CLASS II
 KJ0298
 KJ0298.The horizontal coordinates were established by GPS observations
 KJ0298.and adjusted by the National Geodetic Survey in December 1999..
 KJ0298
 KJ0298.The orthometric height was determined by differential leveling
 KJ0298.and adjusted by the National Geodetic Survey in June 1991..
 KJ0298
 KJ0298.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KJ0298
 KJ0298.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0298
 KJ0298.The ellipsoidal height was determined by GPS observations
 KJ0298.and is referenced to NAD 83.
 KJ0298
 KJ0298.The geoid height was determined by GEOID03.
 KJ0298
 KJ0298.The dynamic height is computed by dividing the NAVD 88
 KJ0298.geopotential number by the normal gravity value computed on the
 KJ0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0298.degrees latitude (g = 980.6199 gals.).
 KJ0298
 KJ0298.The modeled gravity was interpolated from observed gravity values.
 KJ0298
 KJ0298;                    North         East     Units Scale Factor Converg.
 KJ0298;SPC CO N     -   351,113.071 1,044,007.086   MT  0.99999624   +0 58 37.3
 KJ0298;SPC CO N     - 1,151,943.47  3,425,213.25   sFT  0.99999624   +0 58 37.3
 KJ0298;UTM  13      - 4,399,445.399   586,720.043   MT  0.99969258   +0 38 49.5
 KJ0298
 KJ0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0298!SPC CO N     -   0.99976288  x   0.99999624  =   0.99975912
 KJ0298!UTM  13      -   0.99976288  x   0.99969258  =   0.99945554
 KJ0298
 KJ0298                          SUPERSEDED SURVEY CONTROL
 KJ0298
 KJ0298  ELLIP H (12/27/99) 1511.79   (m)                       GP(       ) 4 1
 KJ0298  NAVD 88 (12/27/99) 1530.85   (m)         5022.5    (f) LEVELING    3  
 KJ0298  NGVD 29 (??/??/92) 1530.045  (m)         5019.82   (f) ADJ UNCH    2 0
 KJ0298
 KJ0298.Superseded values are not recommended for survey control.
 KJ0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0298.See file dsdata.txt to determine how the superseded data were derived.
 KJ0298
 KJ0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED8672099445(NAD 83)
 KJ0298_MARKER: DD = SURVEY DISK
 KJ0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0298_STAMPING: PWA 351-D 897+50 5020.31
 KJ0298_MARK LOGO: CODH  
 KJ0298_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KJ0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0298+STABILITY: SURFACE MOTION
 KJ0298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0298+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1999
 KJ0298
 KJ0298  HISTORY     - Date     Condition        Report By
 KJ0298  HISTORY     - UNK      MONUMENTED       CODH
 KJ0298  HISTORY     - 1954     GOOD             NGS
 KJ0298  HISTORY     - 19990125 GOOD             JRENG
 KJ0298
 KJ0298                          STATION DESCRIPTION
 KJ0298
 KJ0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KJ0298'14.8 MI E FROM BYERS.
 KJ0298'0.5 MILE SOUTHEAST ALONG U.S. HIGHWAYS 40 AND 287 FROM THE UNION
 KJ0298'PACIFIC RAILROAD STATION AT BYERS, THENCE 4.5 MILES EAST ALONG A
 KJ0298'GRAVELED ROAD, THENCE 2.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 KJ0298'7.75 MILES EAST ALONG U.S. HIGHWAY 36, 73 FEET NORTH OF THE CENTER
 KJ0298'LINE OF THE HIGHWAY, 2 FEET WEST OF A FENCE CORNER, 2 FEET SOUTH OF
 KJ0298'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KJ0298'0.5 FOOT ABOVE THE GROUND.
 KJ0298
 KJ0298                          STATION RECOVERY (1999)
 KJ0298
 KJ0298'RECOVERY NOTE BY JR ENGINEERING LTD 1999 (TGB)
 KJ0298'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0299 ***********************************************************************
 KJ0299  DESIGNATION -  HIGHWAY 36 STA 926+00
 KJ0299  PID         -  KJ0299
 KJ0299  STATE/COUNTY-  CO/ARAPAHOE
 KJ0299  USGS QUAD   -  NOONEN RESERVOIR (1969)
 KJ0299
 KJ0299                         *CURRENT SURVEY CONTROL
 KJ0299  ___________________________________________________________________
 KJ0299* NAD 83(1986)-  39 44 23.     (N)    103 58 43.     (W)     SCALED    
 KJ0299* NAVD 88     -      1531.372  (meters)    5024.18   (feet)  ADJUSTED  
 KJ0299  ___________________________________________________________________
 KJ0299  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 KJ0299  DYNAMIC HT  -        1529.991 (meters)    5019.65  (feet)  COMP
 KJ0299  MODELED GRAV-     979,670.8   (mgal)                       NAVD 88
 KJ0299
 KJ0299  VERT ORDER  -  SECOND    CLASS 0
 KJ0299
 KJ0299.The horizontal coordinates were scaled from a topographic map and have
 KJ0299.an estimated accuracy of +/- 6 seconds.
 KJ0299
 KJ0299.The orthometric height was determined by differential leveling
 KJ0299.and adjusted by the National Geodetic Survey in June 1991..
 KJ0299
 KJ0299.The geoid height was determined by GEOID03.
 KJ0299
 KJ0299.The dynamic height is computed by dividing the NAVD 88
 KJ0299.geopotential number by the normal gravity value computed on the
 KJ0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0299.degrees latitude (g = 980.6199 gals.).
 KJ0299
 KJ0299.The modeled gravity was interpolated from observed gravity values.
 KJ0299
 KJ0299;                    North         East    Units  Estimated Accuracy
 KJ0299;SPC CO C     -   517,520.    1,044,810.      MT  (+/- 180 meters Scaled)
 KJ0299
 KJ0299                          SUPERSEDED SURVEY CONTROL
 KJ0299
 KJ0299  NGVD 29 (??/??/92) 1530.567  (m)         5021.54   (f) ADJ UNCH    2 0
 KJ0299
 KJ0299.Superseded values are not recommended for survey control.
 KJ0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0299.See file dsdata.txt to determine how the superseded data were derived.
 KJ0299
 KJ0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED875993(NAD 83)
 KJ0299_MARKER: DD = SURVEY DISK
 KJ0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0299_STAMPING: PWA 351 D 926+00 5022.08
 KJ0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0299+STABILITY: SURFACE MOTION
 KJ0299
 KJ0299  HISTORY     - Date     Condition        Report By
 KJ0299  HISTORY     - UNK      MONUMENTED       CODH
 KJ0299  HISTORY     - 1954     GOOD             NGS
 KJ0299
 KJ0299                          STATION DESCRIPTION
 KJ0299
 KJ0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KJ0299'15.3 MI E FROM BYERS.
 KJ0299'0.5 MILE SOUTHEAST ALONG U.S. HIGHWAYS 40 AND 287 FROM THE UNION
 KJ0299'PACIFIC RAILROAD STATION AT BYERS, THENCE 4.5 MILES EAST ALONG A
 KJ0299'GRAVELED ROAD, THENCE 2.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 KJ0299'8.3 MILES EAST ALONG U.S. HIGHWAY 36, 0.1 MILE WEST OF A CURVE IN
 KJ0299'THE HIGHWAY, 100 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 13
 KJ0299'FEET EAST OF THE CENTER OF A CATTLE GUARD, 2 FEET WEST OF A WITNESS
 KJ0299'POST, 206 FEET EAST OF BENCH MARK B P 1 (U.S.G.S.), IN A FENCE LINE,
 KJ0299'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 KJ0299'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0311 ***********************************************************************
 JJ0311  DESIGNATION -  HIGHWAY 40 STA 2450+29
 JJ0311  PID         -  JJ0311
 JJ0311  STATE/COUNTY-  CO/CHEYENNE
 JJ0311  USGS QUAD   -  WILD HORSE (1978)
 JJ0311
 JJ0311                         *CURRENT SURVEY CONTROL
 JJ0311  ___________________________________________________________________
 JJ0311* NAD 83(1986)-  38 50 09.     (N)    103 04 26.     (W)     SCALED    
 JJ0311* NAVD 88     -      1384.852  (meters)    4543.47   (feet)  ADJUSTED  
 JJ0311  ___________________________________________________________________
 JJ0311  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 JJ0311  DYNAMIC HT  -        1383.515 (meters)    4539.08  (feet)  COMP
 JJ0311  MODELED GRAV-     979,614.6   (mgal)                       NAVD 88
 JJ0311
 JJ0311  VERT ORDER  -  FIRST     CLASS II
 JJ0311
 JJ0311.The horizontal coordinates were scaled from a topographic map and have
 JJ0311.an estimated accuracy of +/- 6 seconds.
 JJ0311
 JJ0311.The orthometric height was determined by differential leveling
 JJ0311.and adjusted by the National Geodetic Survey in June 1991..
 JJ0311
 JJ0311.The geoid height was determined by GEOID03.
 JJ0311
 JJ0311.The dynamic height is computed by dividing the NAVD 88
 JJ0311.geopotential number by the normal gravity value computed on the
 JJ0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0311.degrees latitude (g = 980.6199 gals.).
 JJ0311
 JJ0311.The modeled gravity was interpolated from observed gravity values.
 JJ0311
 JJ0311;                    North         East    Units  Estimated Accuracy
 JJ0311;SPC CO C     -   418,900.    1,125,020.      MT  (+/- 180 meters Scaled)
 JJ0311
 JJ0311                          SUPERSEDED SURVEY CONTROL
 JJ0311
 JJ0311  NGVD 29 (??/??/92) 1384.201  (m)         4541.33   (f) ADJ UNCH    1 2
 JJ0311
 JJ0311.Superseded values are not recommended for survey control.
 JJ0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0311.See file dsdata.txt to determine how the superseded data were derived.
 JJ0311
 JJ0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD671003(NAD 83)
 JJ0311_MARKER: Z = SEE DESCRIPTION
 JJ0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0311_STAMPING: 159 C 2369 577 B 2450 298 A
 JJ0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0311+STABILITY: SURFACE MOTION
 JJ0311
 JJ0311  HISTORY     - Date     Condition        Report By
 JJ0311  HISTORY     - UNK      MONUMENTED       CODH
 JJ0311  HISTORY     - 1938     GOOD             NGS
 JJ0311  HISTORY     - 1974     GOOD             USGS
 JJ0311
 JJ0311                          STATION DESCRIPTION
 JJ0311
 JJ0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JJ0311'3.9 MI NW FROM WILD HORSE.
 JJ0311'3.9 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JJ0311'STATION AT WILD HORSE, CHEYENNE COUNTY, 62 YARDS WEST OF BENCH MARK
 JJ0311'T 25 DECRIBED ABOVE, 75 FEET EAST OF THE JUNCTION OF U.S. HIGHWAY 40
 JJ0311'AND OLD HIGHWAY 40 S, 72 FEET SOUTH OF THE CENTERLINE OF U.S.
 JJ0311'HIGHWAY 40, AND AT A FENCE.  A COLORADO STATE HIGHWAY DEPARTMENT
 JJ0311'RIGHT-OF-WAY MARKER, STAMPED 159 C 2369 577B 2450 298 A.
 JJ0311
 JJ0311                          STATION RECOVERY (1974)
 JJ0311
 JJ0311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0308 ***********************************************************************
 JJ0308  DESIGNATION -  HIGHWAY 40 STA 2512+00
 JJ0308  PID         -  JJ0308
 JJ0308  STATE/COUNTY-  CO/CHEYENNE
 JJ0308  USGS QUAD   -  WILD HORSE (1978)
 JJ0308
 JJ0308                         *CURRENT SURVEY CONTROL
 JJ0308  ___________________________________________________________________
 JJ0308* NAD 83(1986)-  38 49 56.     (N)    103 03 08.     (W)     SCALED    
 JJ0308* NAVD 88     -      1374.345  (meters)    4509.00   (feet)  ADJUSTED  
 JJ0308  ___________________________________________________________________
 JJ0308  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 JJ0308  DYNAMIC HT  -        1373.021 (meters)    4504.65  (feet)  COMP
 JJ0308  MODELED GRAV-     979,616.6   (mgal)                       NAVD 88
 JJ0308
 JJ0308  VERT ORDER  -  FIRST     CLASS II
 JJ0308
 JJ0308.The horizontal coordinates were scaled from a topographic map and have
 JJ0308.an estimated accuracy of +/- 6 seconds.
 JJ0308
 JJ0308.The orthometric height was determined by differential leveling
 JJ0308.and adjusted by the National Geodetic Survey in June 1991..
 JJ0308
 JJ0308.The geoid height was determined by GEOID03.
 JJ0308
 JJ0308.The dynamic height is computed by dividing the NAVD 88
 JJ0308.geopotential number by the normal gravity value computed on the
 JJ0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0308.degrees latitude (g = 980.6199 gals.).
 JJ0308
 JJ0308.The modeled gravity was interpolated from observed gravity values.
 JJ0308
 JJ0308;                    North         East    Units  Estimated Accuracy
 JJ0308;SPC CO C     -   418,550.    1,126,910.      MT  (+/- 180 meters Scaled)
 JJ0308
 JJ0308                          SUPERSEDED SURVEY CONTROL
 JJ0308
 JJ0308  NGVD 29 (??/??/92) 1373.703  (m)         4506.89   (f) ADJ UNCH    1 2
 JJ0308
 JJ0308.Superseded values are not recommended for survey control.
 JJ0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0308.See file dsdata.txt to determine how the superseded data were derived.
 JJ0308
 JJ0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC690999(NAD 83)
 JJ0308_MARKER: Z = SEE DESCRIPTION
 JJ0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0308_STAMPING: 195 C
 JJ0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0308+STABILITY: SURFACE MOTION
 JJ0308
 JJ0308  HISTORY     - Date     Condition        Report By
 JJ0308  HISTORY     - UNK      MONUMENTED       CODH
 JJ0308  HISTORY     - 1938     GOOD             NGS
 JJ0308  HISTORY     - 1974     GOOD             USGS
 JJ0308
 JJ0308                          STATION DESCRIPTION
 JJ0308
 JJ0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JJ0308'2.7 MI NW FROM WILD HORSE.
 JJ0308'2.7 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JJ0308'STATION AT WILD HORSE, CHEYENNE COUNTY, 5-1/2 POLES EAST OF
 JJ0308'MILEPOST 503, ABOUT 260 PACES EAST OF BENCH MARK F 256 DESCRIBED
 JJ0308'BELOW, 70 FEET SOUTH OF U.S. HIGHWAY 40, AND AT A FENCE.  A
 JJ0308'COLORADO STATE HIGHWAY DEPARTMENT RIGHT-OF-WAY MARKER, STAMPED
 JJ0308'195 C AND SET IN THE TOP OF A CONCRETE POST.
 JJ0308
 JJ0308                          STATION RECOVERY (1974)
 JJ0308
 JJ0308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0627 ***********************************************************************
 LM0627  DESIGNATION -  HIGHWAY 40 STA 55+23.5 ROW 80 3
 LM0627  PID         -  LM0627
 LM0627  STATE/COUNTY-  CO/ROUTT
 LM0627  USGS QUAD   -  ROCKY PEAK (1962)
 LM0627
 LM0627                         *CURRENT SURVEY CONTROL
 LM0627  ___________________________________________________________________
 LM0627* NAD 83(1992)-  40 30 02.00367(N)    106 51 18.89916(W)     ADJUSTED  
 LM0627* NAVD 88     -      2028.     (meters)    6654.     (feet)  SCALED    
 LM0627  ___________________________________________________________________
 LM0627  LAPLACE CORR-           9.40  (seconds)                    DEFLEC99
 LM0627  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 LM0627
 LM0627  HORZ ORDER  -  SECOND
 LM0627
 LM0627.The horizontal coordinates were established by classical geodetic methods
 LM0627.and adjusted by the National Geodetic Survey in January 1993..
 LM0627
 LM0627.The orthometric height was scaled from a topographic map.
 LM0627
 LM0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0627
 LM0627.The geoid height was determined by GEOID03.
 LM0627
 LM0627;                    North         East     Units Scale Factor Converg.
 LM0627;SPC CO N     -   435,277.608   799,529.627   MT  0.99996633   -0 52 32.4
 LM0627;SPC CO N     - 1,428,073.29  2,623,123.45   sFT  0.99996633   -0 52 32.4
 LM0627;UTM  13      - 4,484,969.803   342,794.477   MT  0.99990421   -1 12 18.5
 LM0627
 LM0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0627!SPC CO N     -   0.99968390  x   0.99996633  =   0.99965024
 LM0627!UTM  13      -   0.99968390  x   0.99990421  =   0.99958814
 LM0627
 LM0627                          SUPERSEDED SURVEY CONTROL
 LM0627
 LM0627  NAD 83(1986)-  40 30 02.00250(N)    106 51 18.89315(W) AD(       ) 2
 LM0627  NAD 27      -  40 30 02.08200(N)    106 51 16.71500(W) AD(       ) 2
 LM0627
 LM0627.Superseded values are not recommended for survey control.
 LM0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0627.See file dsdata.txt to determine how the superseded data were derived.
 LM0627
 LM0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE4279484970(NAD 83)
 LM0627_MARKER: DD = SURVEY DISK
 LM0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0627+STABILITY: SURFACE MOTION
 LM0627
 LM0627  HISTORY     - Date     Condition        Report By
 LM0627  HISTORY     - 1949     MONUMENTED       CODH
 LM0627
 LM0627                          STATION DESCRIPTION
 LM0627
 LM0627'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1949
 LM0627'THE STATION IS LOCATED 1.45 MILES BY ROAD NORTHWEST OF STEAMBOAT
 LM0627'SPRINGS, ALONG U.S. HIGHWAY 40, 0.1 MILE SOUTHEAST OF THE
 LM0627'INTERSECTION OF STATE ROUTE 129.
 LM0627'
 LM0627'MARK IS A STATE HIGHWAY DEPARTMENT RIGHT-OF-WAY MARKER,
 LM0627'APPROXIMATELY THE SAME ELEVATION AS STATION JUNCTION, 1 FOOT SOUTHWEST
 LM0627'OF FENCE LINE, A BRONZE DISK SET IN TOP OF A ROUND CONCRETE POST,
 LM0627'PROJECTS ABOUT 1 FOOT AND IS STAMPED, 80-3 55+23.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0277 ***********************************************************************
 LM0277  DESIGNATION -  HIGHWAY 40 STA 686+48
 LM0277  PID         -  LM0277
 LM0277  STATE/COUNTY-  CO/ROUTT
 LM0277  USGS QUAD   -  WALTON PEAK (1956)
 LM0277
 LM0277                         *CURRENT SURVEY CONTROL
 LM0277  ___________________________________________________________________
 LM0277* NAD 83(1986)-  40 21 25.     (N)    106 45 01.     (W)     SCALED    
 LM0277* NAVD 88     -      2760.171  (meters)    9055.66   (feet)  ADJUSTED  
 LM0277  ___________________________________________________________________
 LM0277  GEOID HEIGHT-         -12.20  (meters)                     GEOID03
 LM0277  DYNAMIC HT  -        2757.153 (meters)    9045.76  (feet)  COMP
 LM0277  MODELED GRAV-     979,430.6   (mgal)                       NAVD 88
 LM0277
 LM0277  VERT ORDER  -  FIRST     CLASS II
 LM0277
 LM0277.The horizontal coordinates were scaled from a topographic map and have
 LM0277.an estimated accuracy of +/- 6 seconds.
 LM0277
 LM0277.The orthometric height was determined by differential leveling
 LM0277.and adjusted by the National Geodetic Survey in June 1991..
 LM0277
 LM0277.The geoid height was determined by GEOID03.
 LM0277
 LM0277.The dynamic height is computed by dividing the NAVD 88
 LM0277.geopotential number by the normal gravity value computed on the
 LM0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0277.degrees latitude (g = 980.6199 gals.).
 LM0277
 LM0277.The modeled gravity was interpolated from observed gravity values.
 LM0277
 LM0277;                    North         East    Units  Estimated Accuracy
 LM0277;SPC CO N     -   419,200.      808,200.      MT  (+/- 180 meters Scaled)
 LM0277
 LM0277                          SUPERSEDED SURVEY CONTROL
 LM0277
 LM0277  NGVD 29 (??/??/92) 2758.766  (m)         9051.05   (f) ADJ UNCH    1 2
 LM0277
 LM0277.Superseded values are not recommended for survey control.
 LM0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0277.See file dsdata.txt to determine how the superseded data were derived.
 LM0277
 LM0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE513688(NAD 83)
 LM0277_MARKER: DD = SURVEY DISK
 LM0277_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0277_SP_SET: CULVERT
 LM0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0277
 LM0277  HISTORY     - Date     Condition        Report By
 LM0277  HISTORY     - UNK      MONUMENTED       BPR
 LM0277  HISTORY     - 1934     GOOD             NGS
 LM0277  HISTORY     - 1969     MARK NOT FOUND   USGS
 LM0277
 LM0277                          STATION DESCRIPTION
 LM0277
 LM0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LM0277'10.7 MI E FROM SIDNEY.
 LM0277'10.7 MILES EAST ALONG U.S. HIGHWAY 40 FROM SIDNEY, AT U.S. BUREAU OF
 LM0277'PUBLIC ROADS STATION 686+48, AT A STONE CULVERT, AND IN THE TOP OF THE
 LM0277'EAST STONE HEADWALL.  A U.S. BUREAU OF PUBLIC ROADS STANDARD DISK.
 LM0277'NOTE-- BELIEVED DESTROYED BY HIGHWAY CONSTRUCTION.
 LM0277
 LM0277                          STATION RECOVERY (1969)
 LM0277
 LM0277'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 LM0277'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0279 ***********************************************************************
 LM0279  DESIGNATION -  HIGHWAY 40 STA 787+21
 LM0279  PID         -  LM0279
 LM0279  STATE/COUNTY-  CO/ROUTT
 LM0279  USGS QUAD   -  BLACKTAIL MOUNTAIN (1969)
 LM0279
 LM0279                         *CURRENT SURVEY CONTROL
 LM0279  ___________________________________________________________________
 LM0279* NAD 83(1986)-  40 21 03.     (N)    106 45 34.     (W)     SCALED    
 LM0279* NAVD 88     -      2603.550  (meters)    8541.81   (feet)  ADJUSTED  
 LM0279  ___________________________________________________________________
 LM0279  GEOID HEIGHT-         -12.24  (meters)                     GEOID03
 LM0279  DYNAMIC HT  -        2600.691 (meters)    8532.43  (feet)  COMP
 LM0279  MODELED GRAV-     979,432.9   (mgal)                       NAVD 88
 LM0279
 LM0279  VERT ORDER  -  FIRST     CLASS II
 LM0279
 LM0279.The horizontal coordinates were scaled from a topographic map and have
 LM0279.an estimated accuracy of +/- 6 seconds.
 LM0279
 LM0279.The orthometric height was determined by differential leveling
 LM0279.and adjusted by the National Geodetic Survey in June 1991..
 LM0279
 LM0279.The geoid height was determined by GEOID03.
 LM0279
 LM0279.The dynamic height is computed by dividing the NAVD 88
 LM0279.geopotential number by the normal gravity value computed on the
 LM0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0279.degrees latitude (g = 980.6199 gals.).
 LM0279
 LM0279.The modeled gravity was interpolated from observed gravity values.
 LM0279
 LM0279;                    North         East    Units  Estimated Accuracy
 LM0279;SPC CO N     -   418,540.      807,410.      MT  (+/- 180 meters Scaled)
 LM0279
 LM0279                          SUPERSEDED SURVEY CONTROL
 LM0279
 LM0279  NGVD 29 (??/??/92) 2602.118  (m)         8537.12   (f) ADJ UNCH    1 2
 LM0279
 LM0279.Superseded values are not recommended for survey control.
 LM0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0279.See file dsdata.txt to determine how the superseded data were derived.
 LM0279
 LM0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE505681(NAD 83)
 LM0279_MARKER: DD = SURVEY DISK
 LM0279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0279_SP_SET: CULVERT
 LM0279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0279
 LM0279  HISTORY     - Date     Condition        Report By
 LM0279  HISTORY     - UNK      MONUMENTED       BPR
 LM0279  HISTORY     - 1934     GOOD             NGS
 LM0279
 LM0279                          STATION DESCRIPTION
 LM0279
 LM0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LM0279'8.8 MI E FROM SIDNEY.
 LM0279'8.8 MILES EAST ALONG U.S. HIGHWAY 40 FROM SIDNEY, AT U.S. BUREAU OF
 LM0279'PUBLIC ROADS STATION 787+21, AT A CULVERT, AND IN THE TOP OF THE EAST
 LM0279'STONE HEADWALL.  A U.S. BUREAU OF PUBLIC ROADS STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0280 ***********************************************************************
 LM0280  DESIGNATION -  HIGHWAY 40 STA 801+33
 LM0280  PID         -  LM0280
 LM0280  STATE/COUNTY-  CO/ROUTT
 LM0280  USGS QUAD   -  BLACKTAIL MOUNTAIN (1969)
 LM0280
 LM0280                         *CURRENT SURVEY CONTROL
 LM0280  ___________________________________________________________________
 LM0280* NAD 83(1986)-  40 21 14.     (N)    106 45 44.     (W)     SCALED    
 LM0280* NAVD 88     -      2578.538  (meters)    8459.75   (feet)  ADJUSTED  
 LM0280  ___________________________________________________________________
 LM0280  GEOID HEIGHT-         -12.25  (meters)                     GEOID03
 LM0280  DYNAMIC HT  -        2575.706 (meters)    8450.46  (feet)  COMP
 LM0280  MODELED GRAV-     979,433.6   (mgal)                       NAVD 88
 LM0280
 LM0280  VERT ORDER  -  FIRST     CLASS II
 LM0280
 LM0280.The horizontal coordinates were scaled from a topographic map and have
 LM0280.an estimated accuracy of +/- 6 seconds.
 LM0280
 LM0280.The orthometric height was determined by differential leveling
 LM0280.and adjusted by the National Geodetic Survey in June 1991..
 LM0280
 LM0280.The geoid height was determined by GEOID03.
 LM0280
 LM0280.The dynamic height is computed by dividing the NAVD 88
 LM0280.geopotential number by the normal gravity value computed on the
 LM0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0280.degrees latitude (g = 980.6199 gals.).
 LM0280
 LM0280.The modeled gravity was interpolated from observed gravity values.
 LM0280
 LM0280;                    North         East    Units  Estimated Accuracy
 LM0280;SPC CO N     -   418,880.      807,180.      MT  (+/- 180 meters Scaled)
 LM0280
 LM0280                          SUPERSEDED SURVEY CONTROL
 LM0280
 LM0280  NGVD 29 (??/??/92) 2577.102  (m)         8455.04   (f) ADJ UNCH    1 2
 LM0280
 LM0280.Superseded values are not recommended for survey control.
 LM0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0280.See file dsdata.txt to determine how the superseded data were derived.
 LM0280
 LM0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE503685(NAD 83)
 LM0280_MARKER: DD = SURVEY DISK
 LM0280_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0280_SP_SET: CULVERT
 LM0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0280
 LM0280  HISTORY     - Date     Condition        Report By
 LM0280  HISTORY     - UNK      MONUMENTED       BPR
 LM0280  HISTORY     - 1934     GOOD             NGS
 LM0280
 LM0280                          STATION DESCRIPTION
 LM0280
 LM0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LM0280'8.6 MI E FROM SIDNEY.
 LM0280'8.6 MILES EAST ALONG U.S. HIGHWAY 40 FROM SIDNEY, AT U.S. BUREAU OF
 LM0280'PUBLIC ROADS STATION 801+33, AT A CULVERT, AND IN THE TOP OF THE NORTH
 LM0280'STONE HEADWALL.  A U.S. BUREAU OF PUBLIC ROADS STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0281 ***********************************************************************
 LM0281  DESIGNATION -  HIGHWAY 40 STA 819+50
 LM0281  PID         -  LM0281
 LM0281  STATE/COUNTY-  CO/ROUTT
 LM0281  USGS QUAD   -  BLACKTAIL MOUNTAIN (1969)
 LM0281
 LM0281                         *CURRENT SURVEY CONTROL
 LM0281  ___________________________________________________________________
 LM0281* NAD 83(1986)-  40 21 26.     (N)    106 46 04.     (W)     SCALED    
 LM0281* NAVD 88     -      2547.899  (meters)    8359.23   (feet)  ADJUSTED  
 LM0281  ___________________________________________________________________
 LM0281  GEOID HEIGHT-         -12.27  (meters)                     GEOID03
 LM0281  DYNAMIC HT  -        2545.106 (meters)    8350.07  (feet)  COMP
 LM0281  MODELED GRAV-     979,436.9   (mgal)                       NAVD 88
 LM0281
 LM0281  VERT ORDER  -  FIRST     CLASS II
 LM0281
 LM0281.The horizontal coordinates were scaled from a topographic map and have
 LM0281.an estimated accuracy of +/- 6 seconds.
 LM0281
 LM0281.The orthometric height was determined by differential leveling
 LM0281.and adjusted by the National Geodetic Survey in June 1991..
 LM0281
 LM0281.The geoid height was determined by GEOID03.
 LM0281
 LM0281.The dynamic height is computed by dividing the NAVD 88
 LM0281.geopotential number by the normal gravity value computed on the
 LM0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0281.degrees latitude (g = 980.6199 gals.).
 LM0281
 LM0281.The modeled gravity was interpolated from observed gravity values.
 LM0281
 LM0281;                    North         East    Units  Estimated Accuracy
 LM0281;SPC CO N     -   419,250.      806,720.      MT  (+/- 180 meters Scaled)
 LM0281
 LM0281                          SUPERSEDED SURVEY CONTROL
 LM0281
 LM0281  NGVD 29 (??/??/92) 2546.464  (m)         8354.52   (f) ADJ UNCH    1 2
 LM0281
 LM0281.Superseded values are not recommended for survey control.
 LM0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0281.See file dsdata.txt to determine how the superseded data were derived.
 LM0281
 LM0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE498689(NAD 83)
 LM0281_MARKER: DD = SURVEY DISK
 LM0281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0281_SP_SET: CULVERT
 LM0281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0281
 LM0281  HISTORY     - Date     Condition        Report By
 LM0281  HISTORY     - UNK      MONUMENTED       BPR
 LM0281  HISTORY     - 1934     GOOD             NGS
 LM0281
 LM0281                          STATION DESCRIPTION
 LM0281
 LM0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LM0281'8.3 MI E FROM SIDNEY.
 LM0281'8.3 MILES EAST ALONG U.S. HIGHWAY 40 FROM SIDNEY, AT U.S. BUREAU OF
 LM0281'PUBLIC ROADS STATION 819+50, AT A STONE CULVERT, AND IN THE TOP OF THE
 LM0281'NORTH STONE HEADWALL.  A U.S. BUREAU OF PUBLIC ROADS STANDARD DISK,
 LM0281'MARKED ROUTE SECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0282 ***********************************************************************
 LM0282  DESIGNATION -  HIGHWAY 40 STA 852+60
 LM0282  PID         -  LM0282
 LM0282  STATE/COUNTY-  CO/ROUTT
 LM0282  USGS QUAD   -  BLACKTAIL MOUNTAIN (1969)
 LM0282
 LM0282                         *CURRENT SURVEY CONTROL
 LM0282  ___________________________________________________________________
 LM0282* NAD 83(1986)-  40 21 36.     (N)    106 46 31.     (W)     SCALED    
 LM0282* NAVD 88     -      2493.498  (meters)    8180.75   (feet)  ADJUSTED  
 LM0282  ___________________________________________________________________
 LM0282  GEOID HEIGHT-         -12.31  (meters)                     GEOID03
 LM0282  DYNAMIC HT  -        2490.776 (meters)    8171.82  (feet)  COMP
 LM0282  MODELED GRAV-     979,443.8   (mgal)                       NAVD 88
 LM0282
 LM0282  VERT ORDER  -  FIRST     CLASS II
 LM0282
 LM0282.The horizontal coordinates were scaled from a topographic map and have
 LM0282.an estimated accuracy of +/- 6 seconds.
 LM0282
 LM0282.The orthometric height was determined by differential leveling
 LM0282.and adjusted by the National Geodetic Survey in June 1991..
 LM0282
 LM0282.The geoid height was determined by GEOID03.
 LM0282
 LM0282.The dynamic height is computed by dividing the NAVD 88
 LM0282.geopotential number by the normal gravity value computed on the
 LM0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0282.degrees latitude (g = 980.6199 gals.).
 LM0282
 LM0282.The modeled gravity was interpolated from observed gravity values.
 LM0282
 LM0282;                    North         East    Units  Estimated Accuracy
 LM0282;SPC CO N     -   419,570.      806,080.      MT  (+/- 180 meters Scaled)
 LM0282
 LM0282                          SUPERSEDED SURVEY CONTROL
 LM0282
 LM0282  NGVD 29 (??/??/92) 2492.064  (m)         8176.05   (f) ADJ UNCH    1 2
 LM0282
 LM0282.Superseded values are not recommended for survey control.
 LM0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0282.See file dsdata.txt to determine how the superseded data were derived.
 LM0282
 LM0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE492692(NAD 83)
 LM0282_MARKER: DD = SURVEY DISK
 LM0282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0282_SP_SET: CULVERT
 LM0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0282
 LM0282  HISTORY     - Date     Condition        Report By
 LM0282  HISTORY     - UNK      MONUMENTED       BPR
 LM0282  HISTORY     - 1934     GOOD             NGS
 LM0282
 LM0282                          STATION DESCRIPTION
 LM0282
 LM0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LM0282'7.7 MI E FROM SIDNEY.
 LM0282'7.7 MILES EAST ALONG U.S. HIGHWAY 40 FROM SIDNEY, AT U.S. BUREAU OF
 LM0282'PUBLIC ROADS STATION 852+60, AT A STONE CULVERT, AND IN THE TOP OF THE
 LM0282'NORTH STONE HEADWALL.  A U.S. BUREAU OF PUBLIC ROADS STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0284 ***********************************************************************
 LM0284  DESIGNATION -  HIGHWAY 40 STA 876+45
 LM0284  PID         -  LM0284
 LM0284  STATE/COUNTY-  CO/ROUTT
 LM0284  USGS QUAD   -  BLACKTAIL MOUNTAIN (1969)
 LM0284
 LM0284                         *CURRENT SURVEY CONTROL
 LM0284  ___________________________________________________________________
 LM0284* NAD 83(1986)-  40 21 52.     (N)    106 46 53.     (W)     SCALED    
 LM0284* NAVD 88     -      2451.995  (meters)    8044.59   (feet)  ADJUSTED  
 LM0284  ___________________________________________________________________
 LM0284  GEOID HEIGHT-         -12.34  (meters)                     GEOID03
 LM0284  DYNAMIC HT  -        2449.333 (meters)    8035.85  (feet)  COMP
 LM0284  MODELED GRAV-     979,451.6   (mgal)                       NAVD 88
 LM0284
 LM0284  VERT ORDER  -  FIRST     CLASS II
 LM0284
 LM0284.The horizontal coordinates were scaled from a topographic map and have
 LM0284.an estimated accuracy of +/- 6 seconds.
 LM0284
 LM0284.The orthometric height was determined by differential leveling
 LM0284.and adjusted by the National Geodetic Survey in June 1991..
 LM0284
 LM0284.The geoid height was determined by GEOID03.
 LM0284
 LM0284.The dynamic height is computed by dividing the NAVD 88
 LM0284.geopotential number by the normal gravity value computed on the
 LM0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0284.degrees latitude (g = 980.6199 gals.).
 LM0284
 LM0284.The modeled gravity was interpolated from observed gravity values.
 LM0284
 LM0284;                    North         East    Units  Estimated Accuracy
 LM0284;SPC CO N     -   420,070.      805,570.      MT  (+/- 180 meters Scaled)
 LM0284
 LM0284                          SUPERSEDED SURVEY CONTROL
 LM0284
 LM0284  NGVD 29 (??/??/92) 2450.572  (m)         8039.92   (f) ADJ UNCH    1 2
 LM0284
 LM0284.Superseded values are not recommended for survey control.
 LM0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0284.See file dsdata.txt to determine how the superseded data were derived.
 LM0284
 LM0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE487697(NAD 83)
 LM0284_MARKER: DD = SURVEY DISK
 LM0284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0284_SP_SET: CULVERT
 LM0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0284
 LM0284  HISTORY     - Date     Condition        Report By
 LM0284  HISTORY     - UNK      MONUMENTED       BPR
 LM0284  HISTORY     - 1934     GOOD             NGS
 LM0284
 LM0284                          STATION DESCRIPTION
 LM0284
 LM0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LM0284'7.2 MI E FROM SIDNEY.
 LM0284'7.2 MILES EAST ALONG U.S. HIGHWAY 40 FROM SIDNEY, AT U.S. BUREAU OF
 LM0284'PUBLIC ROADS STATION 876+45, AT A STONE CULVERT, AND IN THE TOP OF THE
 LM0284'NORTH STONE HEADWALL.  A U.S. BUREAU OF PUBLIC ROADS STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0285 ***********************************************************************
 LM0285  DESIGNATION -  HIGHWAY 40 STA 905+70
 LM0285  PID         -  LM0285
 LM0285  STATE/COUNTY-  CO/ROUTT
 LM0285  USGS QUAD   -  BLACKTAIL MOUNTAIN (1969)
 LM0285
 LM0285                         *CURRENT SURVEY CONTROL
 LM0285  ___________________________________________________________________
 LM0285* NAD 83(1986)-  40 22 07.     (N)    106 47 01.     (W)     SCALED    
 LM0285* NAVD 88     -      2403.812  (meters)    7886.51   (feet)  ADJUSTED  
 LM0285  ___________________________________________________________________
 LM0285  GEOID HEIGHT-         -12.35  (meters)                     GEOID03
 LM0285  DYNAMIC HT  -        2401.209 (meters)    7877.97  (feet)  COMP
 LM0285  MODELED GRAV-     979,456.0   (mgal)                       NAVD 88
 LM0285
 LM0285  VERT ORDER  -  FIRST     CLASS II
 LM0285
 LM0285.The horizontal coordinates were scaled from a topographic map and have
 LM0285.an estimated accuracy of +/- 6 seconds.
 LM0285
 LM0285.The orthometric height was determined by differential leveling
 LM0285.and adjusted by the National Geodetic Survey in June 1991..
 LM0285
 LM0285.The geoid height was determined by GEOID03.
 LM0285
 LM0285.The dynamic height is computed by dividing the NAVD 88
 LM0285.geopotential number by the normal gravity value computed on the
 LM0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0285.degrees latitude (g = 980.6199 gals.).
 LM0285
 LM0285.The modeled gravity was interpolated from observed gravity values.
 LM0285
 LM0285;                    North         East    Units  Estimated Accuracy
 LM0285;SPC CO N     -   420,540.      805,390.      MT  (+/- 180 meters Scaled)
 LM0285
 LM0285                          SUPERSEDED SURVEY CONTROL
 LM0285
 LM0285  NGVD 29 (??/??/92) 2402.390  (m)         7881.84   (f) ADJ UNCH    1 2
 LM0285
 LM0285.Superseded values are not recommended for survey control.
 LM0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0285.See file dsdata.txt to determine how the superseded data were derived.
 LM0285
 LM0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE485701(NAD 83)
 LM0285_MARKER: DD = SURVEY DISK
 LM0285_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0285_SP_SET: CULVERT
 LM0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0285
 LM0285  HISTORY     - Date     Condition        Report By
 LM0285  HISTORY     - UNK      MONUMENTED       BPR
 LM0285  HISTORY     - 1934     GOOD             NGS
 LM0285
 LM0285                          STATION DESCRIPTION
 LM0285
 LM0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LM0285'6.7 MI E FROM SIDNEY.
 LM0285'6.7 MILES EAST ALONG U.S. HIGHWAY 40 FROM SIDNEY, AT U.S. BUREAU OF
 LM0285'PUBLIC ROADS STATION 905+70, AT A STONE CULVERT, AND IN THE TOP OF THE
 LM0285'NORTH STONE HEADWALL.  A U.S. BUREAU OF PUBLIC ROADS STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1251 ***********************************************************************
 LL1251  DESIGNATION -  HIGHWAY ET
 LL1251  PID         -  LL1251
 LL1251  STATE/COUNTY-  CO/LARIMER
 LL1251  USGS QUAD   -  WINDSOR (1969)
 LL1251
 LL1251                         *CURRENT SURVEY CONTROL
 LL1251  ___________________________________________________________________
 LL1251* NAD 83(1992)-  40 26 42.28937(N)    104 59 30.12404(W)     ADJUSTED  
 LL1251* NAVD 88     -      1552.3    (meters)    5093.     (feet)  VERTCON   
 LL1251  ___________________________________________________________________
 LL1251  LAPLACE CORR-         -11.97  (seconds)                    DEFLEC99
 LL1251  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 LL1251
 LL1251  HORZ ORDER  -  THIRD
 LL1251
 LL1251.The horizontal coordinates were established by classical geodetic methods
 LL1251.and adjusted by the National Geodetic Survey in January 1993..
 LL1251
 LL1251.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1251
 LL1251.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1251
 LL1251.The geoid height was determined by GEOID03.
 LL1251
 LL1251;                    North         East     Units Scale Factor Converg.
 LL1251;SPC CO N     -   428,363.298   957,522.455   MT  0.99996258   +0 19 42.3
 LL1251;SPC CO N     - 1,405,388.59  3,141,471.59   sFT  0.99996258   +0 19 42.3
 LL1251;UTM  13      - 4,477,158.725   500,703.769   MT  0.99960001   +0 00 19.4
 LL1251
 LL1251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1251!SPC CO N     -   0.99975919  x   0.99996258  =   0.99972178
 LL1251!UTM  13      -   0.99975919  x   0.99960001  =   0.99935929
 LL1251
 LL1251:                Primary Azimuth Mark                     Grid Az
 LL1251:SPC CO N     -  SAULCY RM 1 ET                           182 58 04.1
 LL1251:UTM  13      -  SAULCY RM 1 ET                           183 17 27.0
 LL1251
 LL1251|---------------------------------------------------------------------|
 LL1251| PID    Reference Object                     Distance      Geod. Az  |
 LL1251|                                                           dddmmss.s |
 LL1251| LL1249 SAULCY RM 1 ET                      APPROX.11.4 KM 1831746.4 |
 LL1251|---------------------------------------------------------------------|
 LL1251
 LL1251                          SUPERSEDED SURVEY CONTROL
 LL1251
 LL1251  NAD 83(1986)-  40 26 42.27715(N)    104 59 30.12115(W) AD(       ) 3
 LL1251  NAD 27      -  40 26 42.34064(N)    104 59 28.21574(W) AD(       ) 3
 LL1251  NGVD 29 (07/19/86) 1551.4    (m)         5090.     (f) VERT ANG       
 LL1251
 LL1251.Superseded values are not recommended for survey control.
 LL1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1251.See file dsdata.txt to determine how the superseded data were derived.
 LL1251
 LL1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE0070477159(NAD 83)
 LL1251_MARKER: DD = SURVEY DISK
 LL1251_SETTING: 0 = UNSPECIFIED SETTING
 LL1251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1251
 LL1251  HISTORY     - Date     Condition        Report By
 LL1251  HISTORY     - 1959     MONUMENTED       USGS
 LL1251
 LL1251                          STATION DESCRIPTION
 LL1251
 LL1251'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LL1251'STATION IS LOCATED ABOUT 9.1 MI. S. OF FORT COLLINS, COLORADO,
 LL1251'TRAFFIC CIRCLE, IN A FENCE LINE, SEC. 34, T 5 N, R 67 W.
 LL1251'
 LL1251'TO REACH STATION FROM TRAFFIC CIRCLE, PROCEED S. ON U.S. HIGHWAY 87
 LL1251'FOR 9.1 MI. TO STATION.  STATION LIES ON N. SLOPE OF LOW HILL, 701
 LL1251'FT. N. OF FIELD RD. E., 85 FT. E. OF HIGHWAY, AND 1 FT. W. OF FENCE.
 LL1251'
 LL1251'STATION MARK--STANDARD TABLET, SET IN CONCRETE POST, PROJECTING
 LL1251'6 IN. ABOVE GROUND AND STAMPED ---HIGHWAY-ET 1959---.
 LL1251'
 LL1251'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0494 ***********************************************************************
 KK0494  DESIGNATION -  HILL
 KK0494  PID         -  KK0494
 KK0494  STATE/COUNTY-  CO/ARAPAHOE
 KK0494  USGS QUAD   -  WATKINS SE (1994)
 KK0494
 KK0494                         *CURRENT SURVEY CONTROL
 KK0494  ___________________________________________________________________
 KK0494* NAD 83(1986)-  39 35 55.     (N)    104 34 29.     (W)     SCALED    
 KK0494* NAVD 88     -      1860.546  (meters)    6104.14   (feet)  ADJUSTED  
 KK0494  ___________________________________________________________________
 KK0494  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 KK0494  DYNAMIC HT  -        1858.731 (meters)    6098.19  (feet)  COMP
 KK0494  MODELED GRAV-     979,584.4   (mgal)                       NAVD 88
 KK0494
 KK0494  VERT ORDER  -  SECOND    CLASS 0
 KK0494
 KK0494.The horizontal coordinates were scaled from a topographic map and have
 KK0494.an estimated accuracy of +/- 6 seconds.
 KK0494
 KK0494.The orthometric height was determined by differential leveling
 KK0494.and adjusted by the National Geodetic Survey in June 1991..
 KK0494
 KK0494.The geoid height was determined by GEOID03.
 KK0494
 KK0494.The dynamic height is computed by dividing the NAVD 88
 KK0494.geopotential number by the normal gravity value computed on the
 KK0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0494.degrees latitude (g = 980.6199 gals.).
 KK0494
 KK0494.The modeled gravity was interpolated from observed gravity values.
 KK0494
 KK0494;                    North         East    Units  Estimated Accuracy
 KK0494;SPC CO C     -   501,170.      993,870.      MT  (+/- 180 meters Scaled)
 KK0494
 KK0494                          SUPERSEDED SURVEY CONTROL
 KK0494
 KK0494  NGVD 29 (??/??/92) 1859.590  (m)         6101.00   (f) ADJ UNCH    2 0
 KK0494
 KK0494.Superseded values are not recommended for survey control.
 KK0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0494.See file dsdata.txt to determine how the superseded data were derived.
 KK0494
 KK0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED365832(NAD 83)
 KK0494_MARKER: DD = SURVEY DISK
 KK0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0494_STAMPING: HILL USE 1960
 KK0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0494+STABILITY: SURFACE MOTION
 KK0494
 KK0494  HISTORY     - Date     Condition        Report By
 KK0494  HISTORY     - 1958     MONUMENTED       USE
 KK0494  HISTORY     - 1960     GOOD             NGS
 KK0494
 KK0494                          STATION DESCRIPTION
 KK0494
 KK0494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KK0494'14 MI ESE FROM BUCKLEY ANG BASE.
 KK0494'7.2 MILES EAST AND SOUTH ALONG COLORADO STATE HIGHWAY 30, FROM
 KK0494'THE MAIN GATE AT BUCKLEY A.N.G. BASE, THENCE LEFT FORK, EAST, FOR
 KK0494'7 MILES, THENCE SOUTH FOR 2.6 MILES.  THE MARK IS A U.S. ARMY
 KK0494'ENGINEERS MARK SET IN TOP OF A 6 INCH CONCRETE CYLINDER WHICH
 KK0494'PROJECTS 4 INCHES.  IT IS 62 FEET WEST OF THE CENTER OF A GRAVEL
 KK0494'ROAD, 3 FEET NORTHWEST OF A WOOD WITNESS POST, AND 4 FEET NORTHEAST
 KK0494'OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1669 ***********************************************************************
 KK1669  DESIGNATION -  HILL
 KK1669  PID         -  KK1669
 KK1669  STATE/COUNTY-  CO/ARAPAHOE
 KK1669  USGS QUAD   -  WATKINS SE (1994)
 KK1669
 KK1669                         *CURRENT SURVEY CONTROL
 KK1669  ___________________________________________________________________
 KK1669* NAD 83(1992)-  39 36 05.65129(N)    104 34 31.98551(W)     ADJUSTED  
 KK1669* NAVD 88     -      1860.72   (+/-2cm)    6104.7    (feet)  VERTCON   
 KK1669  ___________________________________________________________________
 KK1669  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 KK1669  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 KK1669
 KK1669  HORZ ORDER  -  FIRST
 KK1669  VERT ORDER  -  THIRD ? (See Below)
 KK1669
 KK1669.The horizontal coordinates were established by classical geodetic methods
 KK1669.and adjusted by the National Geodetic Survey in January 1993..
 KK1669
 KK1669.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1669.The vertical order pertains to the NGVD 29 superseded value.
 KK1669
 KK1669.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1669
 KK1669.The geoid height was determined by GEOID03.
 KK1669
 KK1669;                    North         East     Units Scale Factor Converg.
 KK1669;SPC CO C     -   501,496.220   993,797.510   MT  0.99997401   +0 34 58.9
 KK1669;SPC CO C     - 1,645,325.52  3,260,484.00   sFT  0.99997401   +0 34 58.9
 KK1669;UTM  13      - 4,383,622.928   536,440.551   MT  0.99961635   +0 16 14.0
 KK1669
 KK1669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1669!SPC CO C     -   0.99971096  x   0.99997401  =   0.99968497
 KK1669!UTM  13      -   0.99971096  x   0.99961635  =   0.99932742
 KK1669
 KK1669:                Primary Azimuth Mark                     Grid Az
 KK1669:SPC CO C     -  HILL AZ MK                               002 31 16.9
 KK1669:UTM  13      -  HILL AZ MK                               002 50 01.8
 KK1669
 KK1669|---------------------------------------------------------------------|
 KK1669| PID    Reference Object                     Distance      Geod. Az  |
 KK1669|                                                           dddmmss.s |
 KK1669| KK0493 HILL AZ MK                          APPROX. 0.8 KM 0030615.8 |
 KK1669| KK0500 HILL RM 1                            13.236 METERS 22132     |
 KK1669| KK1667 DALE RM 3                           APPROX. 0.5 KM 3261611.3 |
 KK1669| KK0495 HILL RM 2                            14.754 METERS 32901     |
 KK1669| KK1666 DALE                                APPROX. 0.5 KM 3301613.9 |
 KK1669| KK1670 TS 12 6101.451                        0.300 METERS 33903     |
 KK1669|---------------------------------------------------------------------|
 KK1669
 KK1669                          SUPERSEDED SURVEY CONTROL
 KK1669
 KK1669  NAD 83(1986)-  39 36 05.64516(N)    104 34 31.98414(W) AD(       ) 1
 KK1669  NAD 27      -  39 36 05.68674(N)    104 34 30.09931(W) AD(       ) 1
 KK1669  NGVD 29 (07/19/86) 1859.77   (m)         6101.6    (f) LEVELING    3  
 KK1669
 KK1669.Superseded values are not recommended for survey control.
 KK1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1669.See file dsdata.txt to determine how the superseded data were derived.
 KK1669
 KK1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED3644183623(NAD 83)
 KK1669_MARKER: DD = SURVEY DISK
 KK1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1669_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1669
 KK1669  HISTORY     - Date     Condition        Report By
 KK1669  HISTORY     - 1960     MONUMENTED       USE
 KK1669  HISTORY     - 1961     GOOD             CGS
 KK1669  HISTORY     - 1977     GOOD             NGS
 KK1669
 KK1669                          STATION DESCRIPTION
 KK1669
 KK1669'DESCRIBED BY US ENGINEERS 1960 (NES)
 KK1669'STATION IS LOCATED ABOUT 10 MILES SOUTH AND 1-1/2 MILES EAST OF
 KK1669'WATKINS, 2-1/2 MILES NORTH OF THE ARAPAHOE-ELBERT COUNTY LINE
 KK1669'AND 0.3 MILE SOUTHEAST OF THE SITE OF COMPLEX 1-B ON THE LOWRY
 KK1669'AFB BOMBING RANGE, NEAR THE CENTER OF SECTION 20, T 5 S, R 64 W.
 KK1669'
 KK1669'REACHED FROM THE JUNCTION OF STATE HIGHWAYS 30 AND 70 IN THE
 KK1669'SOUTH PART OF AURORA BY GOING EAST ON HIGHWAY 30 FOR 5.0 MILES TO
 KK1669'THE ENTRANCE TO BUCKLEY NAVAL AIR STATION ON THE RIGHT, CONTINUE
 KK1669'STRAIGHT AHEAD, EAST THEN SOUTH, ON HIGHWAY 30 FOR 7.35 MILES
 KK1669'TO FORKS, TAKE LEFT FORK, EASTERLY, FOR 7.35 MILES TO A SIDE ROAD
 KK1669'RIGHT AND SIGN COMPLEX 1-B, TURN RIGHT, SOUTH FOR 2.1 MILES TO
 KK1669'THE AZIMUTH MARK ON THE LEFT, CONTINUE SOUTH FOR 0.55 MILE TO
 KK1669'WHERE MAIN ROAD TURNS RIGHT INTO COMPLEX 1-B AND TRACK ROAD
 KK1669'LEADING STRAIGHT AHEAD, CONTINUE STRAIGHT AHEAD ON TRACK ROAD
 KK1669'FOR 0.05 MILE TO THE MARK ON THE RIGHT ABOUT 10 FEET ABOVE
 KK1669'THE ROAD LEVEL.
 KK1669'
 KK1669'STATION MARK IS A U.S. DEPARTMENT OF ENGINEERS TRIANGULATION
 KK1669'SURVEY MARK, STAMPED HILL TRI. STA. 1958, SET IN THE TOP OF A
 KK1669'CYLINDRICAL CONCRETE POST 6 INCHES IN DIAMETER AND PROJECTING 4
 KK1669'INCHES.  IT IS 156 FEET EAST OF A POWER LINE POLE, 62 FEET WEST
 KK1669'OF THE CENTER OF THE TRACK ROAD, 3.6 FEET WEST OF A METAL WITNESS
 KK1669'POST AND 0.98 FEET SOUTH OF A U.S. DEPARTMENT OF ENGINEERS
 KK1669'TRAVERSE STATION MARK STAMPED 6101. 451 1958.
 KK1669'
 KK1669'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HILL USE NO 1
 KK1669'1960, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 KK1669'PROJECTING 8 INCHES.  IT IS 144 FEET SOUTHEAST OF THE POWER
 KK1669'LINE POLE AND 98 FEET WEST OF THE CENTER OF THE TRACK ROAD.
 KK1669'
 KK1669'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HILL USE NO 2
 KK1669'1960, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 KK1669'PROJECTING 8 INCHES.  IT IS 135 FEET EAST OF THE POWER LINE POLE
 KK1669'AND 73 FEET WEST OF THE CENTER OF THE TRACK ROAD.
 KK1669'
 KK1669'AZIMUTH MARK IS A STANDARD DISK, STAMPED HILL USE 1960, SET IN
 KK1669'THE TOP OF A 10-INCH, SQUARE, CONCRETE POST PROJECTING 3
 KK1669'INCHES.  IT IS 69 FEET WEST OF A WIRE FENCE, 53 FEET EAST OF THE
 KK1669'CENTER OF A MACADAM ROAD AND 5.1 FEET NORTH OF A METAL
 KK1669'WITNESS POST.
 KK1669'
 KK1669'HILL (USE) TO HILL (USE) AZIMUTH IS A MEASURED BASE LINE.
 KK1669
 KK1669                          STATION RECOVERY (1961)
 KK1669
 KK1669'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 KK1669'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND
 KK1669'IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS.
 KK1669'
 KK1669'THE STATION IS LOCATED, AIRLINE, ABOUT 10-1/2 MILES
 KK1669'SOUTH-SOUTHEAST OF WATKINS AND 2-1/2 MILES NORTH OF THE
 KK1669'ARAPAHOE-ELBERT COUNTY LINE, ON THE LOWRY AFB BOMBING RANGE, NEAR
 KK1669'THE CENTER OF SEC. 20, T5 S, R64 W.
 KK1669'
 KK1669'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 70
 KK1669'AND 30, IN THE SOUTH PART OF AURORA, GO EAST ON STATE HIGHWAY 30
 KK1669'FOR 5.0 MILES TO THE ENTRANCE TO THE BUCKLEY ANG BASE.  CONTINUE
 KK1669'EAST AND SOUTH FOR 7.35 MILES.  TAKE THE LEFT FORK AND FOLLOW THE
 KK1669'PAVED ROAD EAST FOR 7.3 MILES.  TAKE THE PAVED SIDE ROAD, RIGHT
 KK1669'AND GO SOUTH FOR 2.1 MILES TO THE AZIMUTH MARK ON THE LEFT, EAST
 KK1669'SIDE.  CONTINUE SOUTH ON THE PAVED ROAD FOR 0.55 MILE TO A
 KK1669'POINT WHERE THE MAIN ROAD TURNS RIGHT, WEST.  CONTINUE SOUTH
 KK1669'ON A DIRT ROAD FOR 0.05 MILE TO A WITNESS SIGN MARKER AND THE
 KK1669'STATION ON THE RIGHT, WEST SIDE OF THE ROAD.  THE STATION IS
 KK1669'ABOUT 10 FEET HIGHER THAN THE ROAD.
 KK1669'
 KK1669'THE STATION IS A U.S. DEPT. OF ENGINEERS TRIANGULATION STATION
 KK1669'MARK, STAMPED HILL TRI. STA. 1958 SET IN THE TOP OF A CONCRETE
 KK1669'CYLINDER WHICH IS 6 INCHES IN DIAMETER AND PROJECTS 5 INCHES
 KK1669'ABOVE THE GROUND.  IT IS 156 FEET EAST OF A POWER LINE POLE,
 KK1669'62 FEET WEST OF THE CENTER OF A DIRT ROAD AND 3.6 FEET WEST OF
 KK1669'A METAL WITNESS SIGN.
 KK1669'
 KK1669'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HILL USE
 KK1669'NO11960 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 KK1669'PROJECTS 5 INCHES ABOVE THE GROUND AND IS THE SAME ELEVATION AS THE
 KK1669'STATION.  IT IS 144 FEET SOUTHEAST OF A POWER LINE POLE AND 98
 KK1669'FEET WEST OF THE CENTER OF A DIRT ROAD.
 KK1669'
 KK1669'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HILL USE
 KK1669'NO 2 1960 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 KK1669'PROJECTS 5 INCHES ABOVE THE GROUND AND IS THE SAME ELEVATION AS
 KK1669'THE STATION.  IT IS 135 FEET EAST OF A POWER LINE POLE AND 73
 KK1669'FEET WEST OF THE CENTER OF A DIRT ROAD.
 KK1669'
 KK1669'THE U.S. DEPT. OF ENGINEERS TRAVERSE MARK IS STAMPED CE 12 6101.451
 KK1669'1958 SET IN TOP OF A CONCRETE CYLINDER WHICH IS 6 INCHES IN
 KK1669'DIAMETER AND PROJECTS 5 INCHES ABOVE THE GROUND.
 KK1669'
 KK1669'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HILL USE 1960 SET
 KK1669'IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 KK1669'INCHES ABOVE THE GROUND.  IT IS 69 FEET WEST OF A WIRE FENCE, 53
 KK1669'FEET EAST OF THE CENTER OF THE PAVED ROAD AND 5.1 FEET NORTH OF
 KK1669'A METAL WITNESS SIGN.
 KK1669
 KK1669                          STATION RECOVERY (1977)
 KK1669
 KK1669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KK1669'STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE
 KK1669'AND DIRECTION TO MARKS CHECKED PREVIOUS DATA FAIRLY WELL.
 KK1669'
 KK1669'STATION IS REACHED FROM THE JUNCTION OF 6TH AVENUE (STATE HIGHWAY 30)
 KK1669'AND BUCKLEY ROAD WHICH IS AT THE EAST EDGE OF AURORA.  GO EAST, SOUTH
 KK1669'EAST AND SOUTH ON STATE HIGHWAY 30 FOR 8.4 MILES TO A FORK.  KEEP
 KK1669'LEFT AND CONTINUE ON HIGHWAY 30 FOR 7.2 MILES TO AN O.E.A. BUILDING
 KK1669'ON THE LEFT.  CONTINUE STRAIGHT AHEAD ON HIGHWAY FOR 0.1 MILE TO A
 KK1669'METAL GATE AND SURFACED ROAD ON THE RIGHT.  TURN RIGHT, PASS THROUGH
 KK1669'THE GATE AND GO SOUTHERLY ON SURFACED ROAD FOR 2.1 MILES TO THE
 KK1669'AZIMUTH MARK ON THE LEFT.  CONTINUE STRAIGHT AHEAD ON THE SURFACED
 KK1669'ROAD FOR 0.5 MILE TO A POINT WHERE ROAD TURNS TO THE RIGHT.  CONTINUE
 KK1669'STRAIGHT AHEAD, SOUTH ON A GRADED ROAD FOR 0.05 MILE TO THE STATION
 KK1669'ON THE RIGHT.
 KK1669'
 KK1669'STATION IS A STANDARD U.S. CORPS OF ENGINEERS STATION MARK DISK,
 KK1669'STAMPED HILL TRI. STA. 1958, SET IN THE TOP OF A ROUND CONCRETE
 KK1669'MONUMENT PROJECTING ABOUT 5 INCHES.  MARK IS 62 1/2 FEET WEST OF THE
 KK1669'APPROXIMATE CENTER OF A GRADED ROAD, 0.1 MILE NORTH OF A WIRE GATE
 KK1669'AND 4.2 FEET SOUTHWEST OF A METAL WITNESS POST WITH A METAL WITNESS
 KK1669'SIGN ATTACHED.
 KK1669'
 KK1669'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK, STAMPED
 KK1669'HILL USE NO 1 1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 KK1669'PROJECTING ABOUT 6 INCHES.  MARK IS 105 FEET WEST OF THE GRADED ROAD.
 KK1669'
 KK1669'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 KK1669'HILL USE NO 2 1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 KK1669'PROJECTING ABOUT 6 INCHES.  MARK IS 72 1/2 FEET WEST OF THE GRADED
 KK1669'ROAD.
 KK1669'
 KK1669'THE U.S. CORPS OF ENGINEERS TRAVERSE MARK DISK IS STAMPED 6101.451
 KK1669'1958, SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT
 KK1669'4 1/2 INCHES.
 KK1669'
 KK1669'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED HILL USE 1960,
 KK1669'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 3
 KK1669'INCHES.  MARK IS 65 FEET WEST OF A NORTH-SOUTH FENCE LINE, 54 FEET
 KK1669'EAST OF THE APPROXIMATE CENTER OF A NORTH-SOUTH SURFACED ROAD AND
 KK1669'6 FEET NORTH OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0751 ***********************************************************************
 LK0751  DESIGNATION -  HILL
 LK0751  PID         -  LK0751
 LK0751  STATE/COUNTY-  CO/WELD
 LK0751  USGS QUAD   -  PAWNEE BUTTES (1977)
 LK0751
 LK0751                         *CURRENT SURVEY CONTROL
 LK0751  ___________________________________________________________________
 LK0751* NAD 83(1992)-  40 47 05.85330(N)    103 56 21.50482(W)     ADJUSTED  
 LK0751* NAVD 88     -      1525.     (meters)    5003.     (feet)  SCALED    
 LK0751  ___________________________________________________________________
 LK0751  LAPLACE CORR-          -3.85  (seconds)                    DEFLEC99
 LK0751  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 LK0751
 LK0751  HORZ ORDER  -  SECOND
 LK0751
 LK0751.The horizontal coordinates were established by classical geodetic methods
 LK0751.and adjusted by the National Geodetic Survey in January 1993..
 LK0751
 LK0751.The orthometric height was scaled from a topographic map.
 LK0751
 LK0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0751
 LK0751.The geoid height was determined by GEOID03.
 LK0751
 LK0751;                    North         East     Units Scale Factor Converg.
 LK0751;SPC CO N     -   467,140.499 1,046,130.104   MT  1.00000026   +1 00 30.3
 LK0751;SPC CO N     - 1,532,610.12  3,432,178.52   sFT  1.00000026   +1 00 30.3
 LK0751;UTM  13      - 4,515,427.108   589,495.971   MT  0.99969858   +0 41 34.5
 LK0751
 LK0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0751!SPC CO N     -   0.99976381  x   1.00000026  =   0.99976407
 LK0751!UTM  13      -   0.99976381  x   0.99969858  =   0.99946246
 LK0751
 LK0751|---------------------------------------------------------------------|
 LK0751| PID    Reference Object                     Distance      Geod. Az  |
 LK0751|                                                           dddmmss.s |
 LK0751| CP8223 HILL RM 1                             9.212 METERS 06051     |
 LK0751| CP8224 HILL RM 2                             8.627 METERS 20008     |
 LK0751| CP8222 HILL AZ MK                                         2944217.7 |
 LK0751|---------------------------------------------------------------------|
 LK0751
 LK0751                          SUPERSEDED SURVEY CONTROL
 LK0751
 LK0751  NAD 83(1986)-  40 47 05.84792(N)    103 56 21.50593(W) AD(       ) 2
 LK0751  NAD 27      -  40 47 05.89660(N)    103 56 19.69150(W) AD(       ) 2
 LK0751
 LK0751.Superseded values are not recommended for survey control.
 LK0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0751.See file dsdata.txt to determine how the superseded data were derived.
 LK0751
 LK0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF8949615427(NAD 83)
 LK0751_MARKER: DS = TRIANGULATION STATION DISK
 LK0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0751
 LK0751  HISTORY     - Date     Condition        Report By
 LK0751  HISTORY     - 1963     MONUMENTED       CGS
 LK0751
 LK0751                          STATION DESCRIPTION
 LK0751
 LK0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 LK0751'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LOW BUT
 LK0751'PROMINENT ROCKY RIDGE ABOUT 12-1/2 MILES NORTH AND 4-1/2
 LK0751'MILES WEST OF RAYMER, IN THE NE 1/4 OF SECTION 2 T9N R59W.
 LK0751'
 LK0751'TO REACH THE STATION FROM THE POST OFFICE IN RAYMER GO NORTH
 LK0751'ON GRAVELED STREET FOR 0.25 MILE TO A T-INTERSECTION, TURN
 LK0751'RIGHT, EAST FOR 0.3 MILE TO A T-INTERSECTION.  TURN LEFT, NORTH,
 LK0751'FOR 12.0 MILES TO A SIDE ROAD LEFT AT OLD DESERTED RANCH
 LK0751'HOUSE IN THE SOUTHWEST ANGLE OF THE INTERSECTION, TURN LEFT,
 LK0751'WEST, ON GRAVELED ROAD FOR 4.0 MILES TO A SIDE ROAD LEFT,
 LK0751'CONTINUE STRAIGHT AHEAD, CROSSING CATTLEGUARD, FOR 0.25 MILE
 LK0751'TO A FENCE CORNER ON THE RIGHT.  (TO REACH THE AZIMUTH MARK
 LK0751'FROM HERE CONTINUE WEST FOR 0.25 MILE TO THE MARK ON THE
 LK0751'LEFT.) AT THE FENCE CORNER TURN DUE SOUTH FOR 0.2 MILE TO
 LK0751'HIGHEST POINT OF RIDGE AND STATION.
 LK0751'
 LK0751'THE STATION MARK IS A STANDARD DISK STAMPED HILL 1963 SET
 LK0751'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LK0751'4 INCHES.  IT IS 5.9 FEET SOUTHEAST OF A WITNESS POST.
 LK0751'
 LK0751'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HILL NO 1 1963
 LK0751'SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LK0751'2 INCHES.  IT IS 35.6 FEET EAST OF THE WITNESS POST.
 LK0751'
 LK0751'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HILL NO 2 1963
 LK0751'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 LK0751'PROJECTS 6 INCHES.  IT IS 26.6 FEET SOUTHWEST OF THE WITNESS POST.
 LK0751'
 LK0751'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HILL 1963 SET IN
 LK0751'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LK0751'6 INCHES.  IT IS 27 FEET SOUTH OF THE CENTER OF A GRAVELED
 LK0751'ROAD, 3.7 FEET SOUTH OF A WITNESS POST AND 2 FEET EAST OF A
 LK0751'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0623 ***********************************************************************
 KL0623  DESIGNATION -  HILL 10
 KL0623  PID         -  KL0623
 KL0623  STATE/COUNTY-  CO/SUMMIT
 KL0623  USGS QUAD   -  BRECKENRIDGE (1987)
 KL0623
 KL0623                         *CURRENT SURVEY CONTROL
 KL0623  ___________________________________________________________________
 KL0623* NAD 83(1992)-  39 26 35.92020(N)    106 06 10.09189(W)     ADJUSTED  
 KL0623* NAVD 88     -      4157.4    (meters)   13640.     (feet)  VERTCON   
 KL0623  ___________________________________________________________________
 KL0623  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 KL0623  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 KL0623
 KL0623  HORZ ORDER  -  FIRST
 KL0623
 KL0623.The horizontal coordinates were established by classical geodetic methods
 KL0623.and adjusted by the National Geodetic Survey in January 1993..
 KL0623
 KL0623.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0623
 KL0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0623
 KL0623.The geoid height was determined by GEOID03.
 KL0623
 KL0623;                    North         East     Units Scale Factor Converg.
 KL0623;SPC CO C     -   483,694.311   862,513.345   MT  0.99995371   -0 22 48.7
 KL0623;SPC CO C     - 1,586,920.42  2,829,762.53   sFT  0.99995371   -0 22 48.7
 KL0623;UTM  13      - 4,366,553.422   405,103.938   MT  0.99971087   -0 42 02.4
 KL0623
 KL0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0623!SPC CO C     -   0.99935018  x   0.99995371  =   0.99930392
 KL0623!UTM  13      -   0.99935018  x   0.99971087  =   0.99906124
 KL0623
 KL0623:                Primary Azimuth Mark                     Grid Az
 KL0623:SPC CO C     -  HILL 10 AZ MK                            034 28 44.5
 KL0623:UTM  13      -  HILL 10 AZ MK                            034 47 58.2
 KL0623
 KL0623|---------------------------------------------------------------------|
 KL0623| PID    Reference Object                     Distance      Geod. Az  |
 KL0623|                                                           dddmmss.s |
 KL0623| CM7420 HILL 10 AZ MK                                      0340555.8 |
 KL0623| CM7421 HILL 10 RM 1                          7.108 METERS 20000     |
 KL0623| CM7422 HILL 10 RM 2                          3.517 METERS 30240     |
 KL0623| KL0607 TENMILE RIDGE PEAK 1 CAIRN          APPROX.11.2 KM 3522502.4 |
 KL0623|---------------------------------------------------------------------|
 KL0623
 KL0623                          SUPERSEDED SURVEY CONTROL
 KL0623
 KL0623  NAD 83(1986)-  39 26 35.91309(N)    106 06 10.09263(W) AD(       ) 1
 KL0623  NAD 27      -  39 26 35.96000(N)    106 06 08.02100(W) AD(       ) 1
 KL0623  NGVD 29 (07/19/86) 4155.4    (m)        13633.     (f) VERT ANG       
 KL0623
 KL0623.Superseded values are not recommended for survey control.
 KL0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0623.See file dsdata.txt to determine how the superseded data were derived.
 KL0623
 KL0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD0510466553(NAD 83)
 KL0623_MARKER: DS = TRIANGULATION STATION DISK
 KL0623_SETTING: 66 = SET IN ROCK OUTCROP
 KL0623
 KL0623  HISTORY     - Date     Condition        Report By
 KL0623  HISTORY     - 1951     MONUMENTED       CGS
 KL0623  HISTORY     - 1959     GOOD             AMS
 KL0623  HISTORY     - 1964     GOOD             USGS
 KL0623
 KL0623                          STATION DESCRIPTION
 KL0623
 KL0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 KL0623'THE STATION IS LOCATED ON THE SUMMIT OF THE HIGHEST AND SOUTHERN
 KL0623'MOST PEAK OF A STRING OF NUMBERED PEAKS.  IT IS ABOUT 9 MILES
 KL0623'AIRLINE NORTHEAST OF CLIMAX, ABOUT 11 MILES AIRLINE SOUTH OF
 KL0623'DILLON, AND ABOUT 4 MILES AIRLINE WEST OF BRECKENRIDGE.
 KL0623'
 KL0623'THE STATION IS 16 FEET NORTHWEST OF THE HIGHEST POINT OF THE
 KL0623'PEAK.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK
 KL0623'THAT IS 6 INCHES BELOW THE SURFACE.  THE DISK IS STAMPED--HILL
 KL0623'NO 10 1951.
 KL0623'
 KL0623'REFERENCE MARK NUMBER ONE IS ABOUT 2 FEET LOWER THAN THE STATION.
 KL0623'IT IS A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK THAT
 KL0623'PROJECTS 1 FOOT FROM THE WEST RIM OF THE PEAK.  THE DISK IS
 KL0623'STAMPED--HILL NO 10 NO 1 1951.
 KL0623'
 KL0623'REFERENCE MARK NUMBER TWO IS ABOUT 3 FEET LOWER THAN THE STATION.
 KL0623'IT IS A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK THAT
 KL0623'PROJECTS 1 FOOT FROM THE NORTHWEST RIM OF THE PEAK.  THE DISK
 KL0623'IS STAMPED--HILL NO 10 NO 2 1951.
 KL0623'
 KL0623'THE AZIMUTH MARK IS LOCATED IN A LARGE GRASSY FLAT THAT IS
 KL0623'JUST NORTH AND BELOW THE STATION PEAK.  IT IS 10 FEET NORTHWEST
 KL0623'OF THE CENTER LINE OF THE NARROW DIRT ROAD, AND 4 FEET SOUTH
 KL0623'OF A 2-1/2-FOOT CAIRN.  IT IS A STANDARD DISK SET IN A DRILL
 KL0623'HOLE IN A 3 BY 3-FOOT BOULDER THAT PROJECTS 6 INCHES.  THE
 KL0623'DISK IS STAMPED--HILL NO 10 1951.  TO REACH THE MARK FROM THE
 KL0623'STATION PACK EAST TO THE GRASSY SADDLE AND THEN NORTH DOWN
 KL0623'THE SLOPE TO THE MINE BUILDINGS AND THE END OF THE ROAD.
 KL0623'DRIVE NORTHERLY DOWN THE NARROW SWITCH BACK ROAD FOR 0.9 MILE
 KL0623'TO THE MARK ON THE LEFT.
 KL0623'
 KL0623'TO REACH THE STATION FROM THE POST OFFICE IN BRECKENRIDGE GO
 KL0623'NORTH ON STATE HIGHWAY 9 FOR 0.2 MILE TO A T-ROAD LEFT.  TURN
 KL0623'LEFT, WEST, AND GO 0.1 MILE TO A FORK.  TAKE THE LEFT FORK,
 KL0623'PASSING TO THE RIGHT OF THE SAWMILL, AND GO UP THE CREEK FOR
 KL0623'0.4 MILE TO A FORK.  TAKE THE LEFT FORK, STRAIGHT AHEAD, FOR
 KL0623'0.5 MILE TO A FORK.  TAKE THE LEFT FORK, STRAIGHT AHEAD, AND
 KL0623'GO 0.9 MILE TO A FORK.  TAKE THE LEFT FORK, STRAIGHT AHEAD, AND
 KL0623'FOLLOW THE NARROW SWITCH BACK ROAD UP THE MOUNTAIN SIDE FOR
 KL0623'4.9 MILES TO THE END OF THE ROAD, SOME OLD MINE BUILDINGS,
 KL0623'AND THE END OF TRUCK TRAVEL.  FROM THE MINE BUILDINGS PACK
 KL0623'SOUTH UP THE STEEP GRASSY SLOPE TO A SADDLE.  GO WEST FROM
 KL0623'THE SADDLE ALONG THE CREST OF THE RIDGE TO THE SUMMIT OF
 KL0623'THE PEAK AND THE STATION.  NOTE--FROM THE MINE BUILDINGS
 KL0623'THE PACK OVER THE DESCRIBED ROUTE WILL REQUIRE ABOUT
 KL0623'3/4 HOUR.
 KL0623'
 KL0623'HEIGHT OF LIGHT ABOVE STATION MARK 1.44 METERS.
 KL0623
 KL0623                          STATION RECOVERY (1959)
 KL0623
 KL0623'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1959
 KL0623'STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 KL0623'AS DESCRIBED.
 KL0623'
 KL0623'THE MARK IS 16 FEET NORTH OF THE HIGHEST POINT OF THE MOUNTAIN
 KL0623'AND 2 FEET LOWER.
 KL0623
 KL0623                          STATION RECOVERY (1964)
 KL0623
 KL0623'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 KL0623'RECOVERED BY USGS VIA HELICOPTER (LANDED 1,500 FT. FROM STATION).
 KL0623'
 KL0623'STATION MARK--STANDARD USC AND GS DISK STAMPED ---HILL NO. 10
 KL0623'1951---, SET IN A DRILL HOLE, IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0493 ***********************************************************************
 KK0493  DESIGNATION -  HILL AZ MK
 KK0493  PID         -  KK0493
 KK0493  STATE/COUNTY-  CO/ARAPAHOE
 KK0493  USGS QUAD   -  WATKINS SE (1994)
 KK0493
 KK0493                         *CURRENT SURVEY CONTROL
 KK0493  ___________________________________________________________________
 KK0493* NAD 83(1992)-  39 36 33.14760(N)    104 34 30.05756(W)     ADJUSTED  
 KK0493* NAVD 88     -      1847.686  (meters)    6061.95   (feet)  ADJUSTED  
 KK0493  ___________________________________________________________________
 KK0493  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 KK0493  GEOID HEIGHT-         -17.81  (meters)                     GEOID03
 KK0493  DYNAMIC HT  -        1845.888 (meters)    6056.05  (feet)  COMP
 KK0493  MODELED GRAV-     979,587.1   (mgal)                       NAVD 88
 KK0493
 KK0493  HORZ ORDER  -  FIRST
 KK0493  VERT ORDER  -  SECOND    CLASS 0
 KK0493
 KK0493.The horizontal coordinates were established by classical geodetic methods
 KK0493.and adjusted by the National Geodetic Survey in January 1993..
 KK0493
 KK0493.The orthometric height was determined by differential leveling
 KK0493.and adjusted by the National Geodetic Survey in June 1991..
 KK0493
 KK0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK0493
 KK0493.The geoid height was determined by GEOID03.
 KK0493
 KK0493.The dynamic height is computed by dividing the NAVD 88
 KK0493.geopotential number by the normal gravity value computed on the
 KK0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0493.degrees latitude (g = 980.6199 gals.).
 KK0493
 KK0493.The modeled gravity was interpolated from observed gravity values.
 KK0493
 KK0493;                    North         East     Units Scale Factor Converg.
 KK0493;SPC CO C     -   502,344.632   993,834.869   MT  0.99997518   +0 35 00.2
 KK0493;SPC CO C     - 1,648,109.01  3,260,606.57   sFT  0.99997518   +0 35 00.2
 KK0493;UTM  13      - 4,384,470.820   536,482.521   MT  0.99961639   +0 16 15.4
 KK0493
 KK0493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK0493!SPC CO C     -   0.99971300  x   0.99997518  =   0.99968819
 KK0493!UTM  13      -   0.99971300  x   0.99961639  =   0.99932950
 KK0493
 KK0493|---------------------------------------------------------------------|
 KK0493| PID    Reference Object                     Distance      Geod. Az  |
 KK0493|                                                           dddmmss.s |
 KK0493| KK1668 C E=HILL AZIMUTH RM 2                 5.288 METERS 03225     |
 KK0493| CP8225 HILL AZIMUTH RM 1                    11.650 METERS 13553     |
 KK0493| KK1669 HILL                                APPROX. 0.8 KM 1830617.0 |
 KK0493| KK1667 DALE RM 3                           APPROX. 0.5 KM 2183627.3 |
 KK0493|---------------------------------------------------------------------|
 KK0493
 KK0493                          SUPERSEDED SURVEY CONTROL
 KK0493
 KK0493  NAD 83(1986)-  39 36 33.14150(N)    104 34 30.05618(W) AD(       ) 1
 KK0493  NAD 27      -  39 36 33.18344(N)    104 34 28.17186(W) AD(       ) 1
 KK0493  NGVD 29 (??/??/92) 1846.732  (m)         6058.82   (f) ADJ UNCH    2 0
 KK0493
 KK0493.Superseded values are not recommended for survey control.
 KK0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0493.See file dsdata.txt to determine how the superseded data were derived.
 KK0493
 KK0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED3648384471(NAD 83)
 KK0493_MARKER: DZ = AZIMUTH MARK DISK
 KK0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0493_STAMPING: HILL USE AZIMUTH 1960
 KK0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0493+STABILITY: SURFACE MOTION
 KK0493
 KK0493  HISTORY     - Date     Condition        Report By
 KK0493  HISTORY     - 1960     MONUMENTED       USE
 KK0493  HISTORY     - 1960     GOOD             NGS
 KK0493  HISTORY     - 1961     GOOD             CGS
 KK0493
 KK0493                          STATION DESCRIPTION
 KK0493
 KK0493'DESCRIBED BY US ENGINEERS 1960 (NES)
 KK0493'THE STATION IS LOCATED ABOUT 10 MILES SOUTH AND 1-1/2 MILES EAST
 KK0493'OF WATKINS, NEAR THE MISSILE SITE OF COMPLEX 1-B ON THE LOWRY
 KK0493'AFB BOMBING RANGE.
 KK0493'
 KK0493'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 30 AND
 KK0493'70 IN THE SOUTH PART OF AURORA, GO EAST ON STATE HIGHWAY 30 FOR
 KK0493'5.0 MILES TO THE ENTRANCE TO BUCKLEY NAVAL AIR STATION ON THE
 KK0493'RIGHT, CONTINUE STRAIGHT AHEAD EAST, THEN SOUTH ON HIGHWAY 30 FOR
 KK0493'7.35 MILES TO A FORK.  TAKE LEFT FORK AND GO EAST FOR 7.35 MILES
 KK0493'TO A SIDE ROAD RIGHT AND SIGN COMPLEX 1-B, TURN RIGHT AND GO
 KK0493'SOUTH FOR 2.1 MILES TO THE STATION ON THE LEFT.
 KK0493'
 KK0493'THE STATION IS MARKED BY A STANDARD AZIMUTH MARK DISK CEMENTED
 KK0493'IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3
 KK0493'INCHES AND IS STAMPED HILL USE 1960.  IT IS 69 FEET WEST OF A
 KK0493'FENCE, 53 FEET EAST OF THE CENTER OF A SURFACED ROAD AND 5.1 FEET
 KK0493'NORTH OF A METAL WITNESS POST.
 KK0493'
 KK0493'NO REFERENCE MARKS WERE ESTABLISHED.
 KK0493'
 KK0493'HILL (USE) AZIMUTH TO HILL (USE) IS A MEASURED BASE LINE.
 KK0493
 KK0493                          STATION RECOVERY (1960)
 KK0493
 KK0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KK0493'13.5 MI ESE FROM BUCKLEY ANG BASE.
 KK0493'7.2 MILES EAST AND SOUTH ALONG COLORADO STATE HIGHWAY 30, FROM
 KK0493'THE MAIN GATE AT BUCKLEY A.N.G. BASE, THENCE LEFT FORK, EAST, FOR
 KK0493'7 MILES, THENCE SOUTH 2.1 MILES.  THE MARK IS A STANDARD C AND GS
 KK0493'AZIMUTH MARK SET IN TOP OF A 10 INCH SQUARE CONCRETE MONUMENT.  IT
 KK0493'IS 54 FEET EAST OF THE CENTER OF AN OILED ROAD, 59 FEET WEST OF A
 KK0493'FENCE, AND 5.2 FEET NORTH OF A WITNESS POST.
 KK0493
 KK0493                          STATION RECOVERY (1961)
 KK0493
 KK0493'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 KK0493'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION AS
 KK0493'DESCRIBED.  TWO REFERENCE MARKS WERE ESTABLISHED.  A NEW
 KK0493'DESCRIPTION FOLLOWS.
 KK0493'
 KK0493'THE STATION IS 12-1/2 MILES SOUTHWEST OF BENNETT, 10 MILES
 KK0493'SOUTH-SOUTHEAST OF WATKINS, 0.5 MILE NORTHEAST OF MISSILE SITE
 KK0493'848 B IN SECTION 20, T. 5 S., R. 64 N.
 KK0493'
 KK0493'TO REACH THE STATION FROM THE JUNCTION OF COLORADO STATE
 KK0493'HIGHWAYS 30 AND 70 IN AURORA, GO EAST ON STATE HIGHWAY 30 FOR 5
 KK0493'MILES TO THE MAIN GATE AT BUCKLEY A.N.G. BASE.  CONTINUE STRAIGHT
 KK0493'AHEAD, EAST AND SOUTHEAST ON STATE HIGHWAY 30 FOR 7.3 MILES TO A
 KK0493'FORK, TAKE THE LEFT FORK, EAST AND GO 7.1 MILES TO A SIDE ROAD
 KK0493'RIGHT, TURN RIGHT, SOUTH AND GO 2.1 MILES TO THE STATION ON THE
 KK0493'LEFT AS DESCRIBED.
 KK0493'
 KK0493'THE STATION MARK, STAMPED HILL USE 1960, IS AN AZIMUTH MARK
 KK0493'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH
 KK0493'PROJECTS 3 INCHES.  IT IS 69 FEET WEST OF A NORTH-SOUTH FENCE
 KK0493'LINE, 54 FEET EAST OF THE CENTER OF AN OILED ROAD AND 5 FEET
 KK0493'NORTH OF A METAL WITNESS POST.
 KK0493'
 KK0493'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 KK0493'10-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 3 INCHES AND IS
 KK0493'STAMPED HILL AZIMUTH USE NO 1 1961.  IT IS 83 FEET EAST OF
 KK0493'THE CENTER OF AN OILED ROAD, 37 FEET WEST OF A NORTH-SOUTH FENCE
 KK0493'LINE AND 35 FEET SOUTHEAST OF A WITNESS POST.
 KK0493'
 KK0493'REFERENCE MARK NO. 2, WHICH IS STAMPED C-E, IS A U.S. CORPS OF
 KK0493'ENGINEERS DISK SET IN THE TOP OF A 6 X 10-INCH CONCRETE MONUMENT,
 KK0493'WHICH IS SET FLUSH.  IT IS 62 FEET EAST OF THE CENTER OF AN OILED
 KK0493'ROAD AND 2 FEET SOUTH OF A WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0500 ***********************************************************************
 KK0500  DESIGNATION -  HILL RM 1
 KK0500  PID         -  KK0500
 KK0500  STATE/COUNTY-  CO/ARAPAHOE
 KK0500  USGS QUAD   -  WATKINS SE (1994)
 KK0500
 KK0500                         *CURRENT SURVEY CONTROL
 KK0500  ___________________________________________________________________
 KK0500* NAD 83(1986)-  39 35 55.     (N)    104 34 29.     (W)     SCALED    
 KK0500* NAVD 88     -      1860.607  (meters)    6104.34   (feet)  ADJUSTED  
 KK0500  ___________________________________________________________________
 KK0500  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 KK0500  DYNAMIC HT  -        1858.792 (meters)    6098.39  (feet)  COMP
 KK0500  MODELED GRAV-     979,584.4   (mgal)                       NAVD 88
 KK0500
 KK0500  VERT ORDER  -  SECOND    CLASS 0
 KK0500
 KK0500.The horizontal coordinates were scaled from a topographic map and have
 KK0500.an estimated accuracy of +/- 6 seconds.
 KK0500
 KK0500.The orthometric height was determined by differential leveling
 KK0500.and adjusted by the National Geodetic Survey in June 1991..
 KK0500
 KK0500.The geoid height was determined by GEOID03.
 KK0500
 KK0500.The dynamic height is computed by dividing the NAVD 88
 KK0500.geopotential number by the normal gravity value computed on the
 KK0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0500.degrees latitude (g = 980.6199 gals.).
 KK0500
 KK0500.The modeled gravity was interpolated from observed gravity values.
 KK0500
 KK0500;                    North         East    Units  Estimated Accuracy
 KK0500;SPC CO C     -   501,170.      993,870.      MT  (+/- 180 meters Scaled)
 KK0500
 KK0500                          SUPERSEDED SURVEY CONTROL
 KK0500
 KK0500  NGVD 29 (??/??/92) 1859.652  (m)         6101.21   (f) ADJ UNCH    2 0
 KK0500
 KK0500.Superseded values are not recommended for survey control.
 KK0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0500.See file dsdata.txt to determine how the superseded data were derived.
 KK0500
 KK0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED365832(NAD 83)
 KK0500_MARKER: DR = REFERENCE MARK DISK
 KK0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0500_STAMPING: HILL USE RM 1 1960
 KK0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0500+STABILITY: SURFACE MOTION
 KK0500
 KK0500  HISTORY     - Date     Condition        Report By
 KK0500  HISTORY     - 1960     MONUMENTED       CGS
 KK0500  HISTORY     - 1960     GOOD             NGS
 KK0500
 KK0500                          STATION DESCRIPTION
 KK0500
 KK0500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KK0500'14 MI ESE FROM BUCKLEY ANG BASE.
 KK0500'7.2 MILES EAST AND SOUTH ALONG COLORADO STATE HIGHWAY 30, FROM THE
 KK0500'MAIN GATE AT BUCKLEY A.N.G. BASE, THENCE LEFT FORK, EAST, FOR 7 MILES,
 KK0500'THENCE SOUTH FOR 2.6 MILES.  THE MARK IS A STANDARD C AND GS
 KK0500'REFERENCE MARK SET IN TOP OF A 10 INCH SQUARE CONCRETE MONUMENT WHICH
 KK0500'PROJECTS 5 INCHES.  IT IS 100 FEET WEST OF THE CENTER OF A GRAVEL
 KK0500'ROAD, AND 46 FEET SOUTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0495 ***********************************************************************
 KK0495  DESIGNATION -  HILL RM 2
 KK0495  PID         -  KK0495
 KK0495  STATE/COUNTY-  CO/ARAPAHOE
 KK0495  USGS QUAD   -  WATKINS SE (1994)
 KK0495
 KK0495                         *CURRENT SURVEY CONTROL
 KK0495  ___________________________________________________________________
 KK0495* NAD 83(1986)-  39 35 55.     (N)    104 34 29.     (W)     SCALED    
 KK0495* NAVD 88     -      1860.382  (meters)    6103.60   (feet)  ADJUSTED  
 KK0495  ___________________________________________________________________
 KK0495  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 KK0495  DYNAMIC HT  -        1858.567 (meters)    6097.65  (feet)  COMP
 KK0495  MODELED GRAV-     979,584.4   (mgal)                       NAVD 88
 KK0495
 KK0495  VERT ORDER  -  SECOND    CLASS 0
 KK0495
 KK0495.The horizontal coordinates were scaled from a topographic map and have
 KK0495.an estimated accuracy of +/- 6 seconds.
 KK0495
 KK0495.The orthometric height was determined by differential leveling
 KK0495.and adjusted by the National Geodetic Survey in June 1991..
 KK0495
 KK0495.The geoid height was determined by GEOID03.
 KK0495
 KK0495.The dynamic height is computed by dividing the NAVD 88
 KK0495.geopotential number by the normal gravity value computed on the
 KK0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0495.degrees latitude (g = 980.6199 gals.).
 KK0495
 KK0495.The modeled gravity was interpolated from observed gravity values.
 KK0495
 KK0495;                    North         East    Units  Estimated Accuracy
 KK0495;SPC CO C     -   501,170.      993,870.      MT  (+/- 180 meters Scaled)
 KK0495
 KK0495                          SUPERSEDED SURVEY CONTROL
 KK0495
 KK0495  NGVD 29 (??/??/92) 1859.426  (m)         6100.47   (f) ADJ UNCH    2 0
 KK0495
 KK0495.Superseded values are not recommended for survey control.
 KK0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0495.See file dsdata.txt to determine how the superseded data were derived.
 KK0495
 KK0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED365832(NAD 83)
 KK0495_MARKER: DR = REFERENCE MARK DISK
 KK0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0495_STAMPING: HILL USE RM 2 1960
 KK0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0495+STABILITY: SURFACE MOTION
 KK0495
 KK0495  HISTORY     - Date     Condition        Report By
 KK0495  HISTORY     - 1960     MONUMENTED       CGS
 KK0495  HISTORY     - 1960     GOOD             NGS
 KK0495
 KK0495                          STATION DESCRIPTION
 KK0495
 KK0495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KK0495'14 MI ESE FROM BUCKLEY ANG BASE.
 KK0495'7.2 MILES EAST AND SOUTH ALONG COLORADO STATE HIGHWAY 30, FROM
 KK0495'THE MAIN GATE AT BUCKLEY A.N.G. BASE, THENCE LEFT FORK, EAST, FOR
 KK0495'7 MILES, THENCE SOUTH 2.6 MILES.  THE MARK IS A STANDARD C AND GS
 KK0495'REFERENCE MARK SET IN TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 KK0495'WHICH PROJECTS 6 INCHES.  IT IS 74 FEET WEST OF A GRAVEL ROAD, AND
 KK0495'50 FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5257 ***********************************************************************
 AE5257  DESIGNATION -  HILLCREST
 AE5257  PID         -  AE5257
 AE5257  STATE/COUNTY-  CO/DENVER
 AE5257  USGS QUAD   -  ENGLEWOOD (1997)
 AE5257
 AE5257                         *CURRENT SURVEY CONTROL
 AE5257  ___________________________________________________________________
 AE5257* NAD 83(1992)-  39 38 20.80447(N)    104 54 49.02620(W)     ADJUSTED  
 AE5257* NAVD 88     -      1714.7    (meters)    5626.     (feet)  GPS OBS   
 AE5257  ___________________________________________________________________
 AE5257  X           -  -1,266,139.593 (meters)                     COMP
 AE5257  Y           -  -4,753,954.814 (meters)                     COMP
 AE5257  Z           -   4,048,292.382 (meters)                     COMP
 AE5257  LAPLACE CORR-          -5.99  (seconds)                    DEFLEC99
 AE5257  ELLIP HEIGHT-        1697.55  (meters)          (12/03/02) GPS OBS
 AE5257  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 AE5257
 AE5257  HORZ ORDER  -  FIRST
 AE5257  ELLP ORDER  -  FOURTH    CLASS II
 AE5257
 AE5257.The horizontal coordinates were established by GPS observations
 AE5257.and adjusted by the National Geodetic Survey in January 1998..
 AE5257
 AE5257.The orthometric height was determined by GPS observations and a
 AE5257.high-resolution geoid model.
 AE5257
 AE5257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5257
 AE5257.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5257
 AE5257.The ellipsoidal height was determined by GPS observations
 AE5257.and is referenced to NAD 83.
 AE5257
 AE5257.The geoid height was determined by GEOID03.
 AE5257
 AE5257;                    North         East     Units Scale Factor Converg.
 AE5257;SPC CO C     -   505,422.853   964,736.464   MT  0.99997995   +0 22 11.4
 AE5257;SPC CO C     - 1,658,208.14  3,165,139.55   sFT  0.99997995   +0 22 11.4
 AE5257;UTM  13      - 4,387,707.034   507,412.179   MT  0.99960068   +0 03 18.4
 AE5257
 AE5257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5257!SPC CO C     -   0.99973375  x   0.99997995  =   0.99971371
 AE5257!UTM  13      -   0.99973375  x   0.99960068  =   0.99933454
 AE5257
 AE5257                          SUPERSEDED SURVEY CONTROL
 AE5257
 AE5257  ELLIP H (01/12/98) 1697.56   (m)                       GP(       ) 4 1
 AE5257
 AE5257.Superseded values are not recommended for survey control.
 AE5257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5257.See file dsdata.txt to determine how the superseded data were derived.
 AE5257
 AE5257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED0741287707(NAD 83)
 AE5257_MARKER: I = METAL ROD
 AE5257_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 AE5257_STAMPING: HILLCREST 1996
 AE5257_MARK LOGO: DWD   
 AE5257_PROJECTION: FLUSH
 AE5257_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AE5257_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE5257+STABILITY: POSITION/ELEVATION WELL
 AE5257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5257+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2005
 AE5257_ROD/PIPE-DEPTH: 3.7  meters
 AE5257_SLEEVE-DEPTH  : 0.9 meters
 AE5257
 AE5257  HISTORY     - Date     Condition        Report By
 AE5257  HISTORY     - 1996     MONUMENTED       DWD
 AE5257  HISTORY     - 19960606 GOOD             DWD
 AE5257  HISTORY     - 20050510 GOOD             CO0600
 AE5257
 AE5257                          STATION DESCRIPTION
 AE5257
 AE5257'DESCRIBED BY DENVER WATER DEPARTMENT 1996 (THN)
 AE5257'THE STATION IS LOCATED IN THE CITY AND COUNTY OF DENVER, IN THE
 AE5257'SOUTHWEST 1/4 OF SECTION 5, T 5 S, R 67 W.  OWNERSHIP--DENVER WATER
 AE5257'TO REACH THE STATION FROM THE INTERSECTION OF HAMPDEN AVENUE AND HAPPY
 AE5257'CANYON ROAD IN DENVER, GO SOUTHEAST ON HAPPY CANYON ROAD FOR 1.4 MI
 AE5257'(2.3 KM) TO QUINCY AVENUE AND THE STATION ON THE LEFT NEAR THE
 AE5257'ENTRANCE TO 6495 HAPPY CANYON ROAD WHICH IS THE CANYON CLUB COMMUNITY
 AE5257'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 3.7 M (12.1 FT) LONG
 AE5257'ALUMINUM ROD DRIVEN TO REFUSAL, ENCASED IN A 0.9 M (3.0 FT) LONG
 AE5257'GREASED AND FINNED PVC PIPE, ENCLOSED IN A 6-INCH PVC PIPE WITH LOGO
 AE5257'LID, SURROUNDED IN A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS
 AE5257'19.8 M (65.0 FT) NORTHWEST FROM THE CENTER LINE OF QUINCY AVENUE, 11.2
 AE5257'M (36.7 FT) SOUTHEAST FROM THE SOUTHERN EXTENSION OF THE WESTERN
 AE5257'RIGHT-OF-WAY FENCE, 10.7 M (35.1 FT) EAST-NORTHEAST FROM THE CENTER
 AE5257'LINE OF HAPPY CANYON ROAD, 7.75 M (25.43 FT) NORTH FROM A FIRE
 AE5257'HYDRANT, 2.35 M (7.71 FT) EAST-NORTHEAST FROM THE EASTERN EDGE OF THE
 AE5257'SIDEWALK AND ABOUT EVEN WITH THE ROAD.
 AE5257
 AE5257                          STATION RECOVERY (2005)
 AE5257
 AE5257'RECOVERY NOTE BY CITY AND COUNTY OF DENVER COLORADO 2005 (RTE)
 AE5257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0676 ***********************************************************************
 LK0676  DESIGNATION -  HILLROSE
 LK0676  PID         -  LK0676
 LK0676  STATE/COUNTY-  CO/WASHINGTON
 LK0676  USGS QUAD   -  MERINO SW (1984)
 LK0676
 LK0676                         *CURRENT SURVEY CONTROL
 LK0676  ___________________________________________________________________
 LK0676* NAD 83(1992)-  40 18 13.09919(N)    103 27 04.00569(W)     ADJUSTED  
 LK0676* NAVD 88     -      1341.0    (meters)    4400.     (feet)  VERTCON   
 LK0676  ___________________________________________________________________
 LK0676  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 LK0676  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 LK0676
 LK0676  HORZ ORDER  -  FIRST
 LK0676
 LK0676.The horizontal coordinates were established by classical geodetic methods
 LK0676.and adjusted by the National Geodetic Survey in January 1993..
 LK0676
 LK0676.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0676
 LK0676.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0676
 LK0676.The geoid height was determined by GEOID03.
 LK0676
 LK0676;                    North         East     Units Scale Factor Converg.
 LK0676;SPC CO N     -   414,546.550 1,088,563.856   MT  0.99995727   +1 19 25.9
 LK0676;SPC CO N     - 1,360,058.14  3,571,396.58   sFT  0.99995727   +1 19 25.9
 LK0676;UTM  13      - 4,462,610.007   631,627.737   MT  0.99981328   +1 00 07.3
 LK0676
 LK0676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0676!SPC CO N     -   0.99979277  x   0.99995727  =   0.99975005
 LK0676!UTM  13      -   0.99979277  x   0.99981328  =   0.99960609
 LK0676
 LK0676|---------------------------------------------------------------------|
 LK0676| PID    Reference Object                     Distance      Geod. Az  |
 LK0676|                                                           dddmmss.s |
 LK0676| CP8227 HILLROSE RM 1                        37.530 METERS 04732     |
 LK0676| CP8226 HILLROSE AZ MK                                     1931342.4 |
 LK0676| CP8228 HILLROSE RM 2                        62.359 METERS 30836     |
 LK0676|---------------------------------------------------------------------|
 LK0676
 LK0676                          SUPERSEDED SURVEY CONTROL
 LK0676
 LK0676  NAD 83(1986)-  40 18 13.09103(N)    103 27 04.00519(W) AD(       ) 1
 LK0676  NAD 27      -  40 18 13.17200(N)    103 27 02.21200(W) AD(       ) 1
 LK0676  NGVD 29 (07/19/86) 1340.4    (m)         4398.     (f) VERT ANG       
 LK0676
 LK0676.Superseded values are not recommended for survey control.
 LK0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0676.See file dsdata.txt to determine how the superseded data were derived.
 LK0676
 LK0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE3162862610(NAD 83)
 LK0676_MARKER: DS = TRIANGULATION STATION DISK
 LK0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0676_STAMPING: HILLROSE 1934
 LK0676_MARK LOGO: CGS   
 LK0676_MAGNETIC: N = NO MAGNETIC MATERIAL
 LK0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0676+STABILITY: SURFACE MOTION
 LK0676
 LK0676  HISTORY     - Date     Condition        Report By
 LK0676  HISTORY     - 1934     MONUMENTED       CGS
 LK0676  HISTORY     - 1935     GOOD             CGS
 LK0676  HISTORY     - 1935     GOOD             CGS
 LK0676  HISTORY     - 1948     GOOD             USGS
 LK0676  HISTORY     - 1965     GOOD             USGS
 LK0676  HISTORY     - 1969     GOOD             CGS
 LK0676  HISTORY     - 19780418 GOOD             NGS
 LK0676
 LK0676                          STATION DESCRIPTION
 LK0676
 LK0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 LK0676'STATION IS ABOUT 4 MILES EAST-SOUTHEAST OF HILLROSE AND IS IN
 LK0676'THE NORTHWEST QUARTER, SEC. 20, T. 4 N., R. 54 W., ON THE
 LK0676'HIGHEST GROUND IN THE VICINITY, ON THE TOP OF A SAND HILL ABOUT
 LK0676'0.15 MILE EAST OF A SECTION LINE ROAD.
 LK0676'
 LK0676'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION.
 LK0676'
 LK0676'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION
 LK0676'AND IS IN A FENCE LINE.
 LK0676'
 LK0676'THE AZIMUTH MARK IS ABOUT 0.35 MILE SOUTHWEST OF
 LK0676'THE STATION, 87 FEET SOUTH OF A FENCE CORNER, AND 3 FEET EAST
 LK0676'OF THE FENCE ON THE EAST SIDE OF THE ROAD.
 LK0676'
 LK0676'THE STATION IS REACHED FROM HILLROSE BY GOING EASTERLY ON
 LK0676'U.S. HIGHWAY 6 FOR 0.9 MILE.  TURN RIGHT (DUE EAST) AND GO
 LK0676'2.0 MILES, TURN SOUTH AND GO 1.0 MILE, TURN EAST AND GO 1.0
 LK0676'MILE, TURN SOUTH AND GO 1.0 MILE, LEAVE THE ROAD AT A FENCE
 LK0676'CORNER AND DRIVE SOUTHEASTERLY 0.2 MILE TO THE HIGHEST GROUND
 LK0676'AND THE STATION.
 LK0676'
 LK0676'A 10-FOOT STAND WAS ERECTED.
 LK0676
 LK0676                          STATION RECOVERY (1935)
 LK0676
 LK0676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LK0676'THE STATION IS LOCATED ON A LONG SANDY RISE, THE HIGHEST GROUND
 LK0676'IN THE VICINITY, APPROXIMATELY 0.15 MILE EAST OF A NORTH-SOUTH
 LK0676'SECTION-LINE ROAD BETWEEN SECTIONS 19 AND 20, IN THE APPROXIMATE
 LK0676'CENTER OF THE NORTHWEST QUARTER OF SECTION 20, T. 4 N., R.
 LK0676'54 W., AND 3-1/2 MILES EAST AND 1-1/2 MILES SOUTH OF THE VILLAGE
 LK0676'OF HILLROSE, COLORADO.
 LK0676'
 LK0676'THE STATION MARK PROJECTS 12 INCHES.  IT IS 168-1/2
 LK0676'FEET EAST OF A NORTH-SOUTH FENCE AND IS STAMPED HILLROSE-1934.
 LK0676'
 LK0676'REFERENCE MARK NO. 1 LIES NORTHEAST OF THE STATION,
 LK0676'261 FEET EAST OF THE NORTH-SOUTH FENCE LINE MENTIONED IN THE
 LK0676'STATION MARK DESCRIPTION, AND PROJECTS 6 INCHES.
 LK0676'
 LK0676'REFERENCE MARK NO. 2 LIES WEST BY NORTH OF THE
 LK0676'STATION, 6-1/2 FEET EAST OF THE ABOVE-MENTIONED FENCE LINE,
 LK0676'AND PROJECTS 6 INCHES.
 LK0676'
 LK0676'THE AZIMUTH MARK LIES SOUTHWEST BY SOUTH OF THE STATION,
 LK0676'3.6 FEET EAST OF A NORTH-SOUTH SECTION-LINE FENCE, 32.6 FEET
 LK0676'EAST OF THE CENTERLINE OF THE SECTION-LINE LANE, AND 89 FEET
 LK0676'SOUTH OF A LONE NORTHWEST FENCE CORNER.  THE REFERENCE MARKS AND
 LK0676'THE AZIMUTH MARK ARE STAMPED HILLROSE-1934.  THE AZIMUTH MARK
 LK0676'PROJECTS 12 FEET.
 LK0676'
 LK0676'ALL MARKS WERE RECOVERED IN EXCELLENT CONDITION.
 LK0676'
 LK0676'A 10-FOOT STAND CLEARS ALL LINES FROM THIS STATION.
 LK0676
 LK0676                          STATION RECOVERY (1935)
 LK0676
 LK0676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAW)
 LK0676'THE DIRECTION TO REFERENCE MARK NO. 1 SHOULD READ NORTHEAST
 LK0676'INSTEAD OF EAST-SOUTHEAST.
 LK0676
 LK0676                          STATION RECOVERY (1948)
 LK0676
 LK0676'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 LK0676'STATION RECOVERED IN GOOD CONDITION.
 LK0676
 LK0676                          STATION RECOVERY (1965)
 LK0676
 LK0676'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LK0676'STATION MARK--STANDARD BRONZE DISK, STAMPED ---HILLROSE 1934---, SET
 LK0676'IN CONCRETE POST, PROJECTING 12 IN. ABOVE GROUND.
 LK0676
 LK0676                          STATION RECOVERY (1969)
 LK0676
 LK0676'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 LK0676'ALL MEASUREMENTS WERE MADE MARK TO MARK.
 LK0676'
 LK0676'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 LK0676'WERE RECOVERED IN GOOD CONDITION.  DUE TO CHANGES AT THE STATION,
 LK0676'FOLLOWING IS A NEW DESCRIPTION.
 LK0676'
 LK0676'THE STATION IS LOCATED IN THE NORTHWEST 1/4 OF SECTION 20, T. 4
 LK0676'N., R. 54 W. AND ON PROPERTY OF DR. V.V. DAVIE.  IT IS ABOUT
 LK0676'16-1/2 MILES NORTHWEST OF AKRON, 9-1/2 MILES NORTHEAST OF BRUSH
 LK0676'AND 4 MILES EAST-SOUTHEAST OF HILLROSE.
 LK0676'
 LK0676'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34 AND
 LK0676'MAIN STREET IN AKRON, GO WEST ON U.S. HIGHWAY 34 FOR 11.25 MILES
 LK0676'TO A SIDE ROAD RIGHT AND A CONOCO GAS STATION IN THE NORTHWEST
 LK0676'ANGLE OF THE INTERSECTION.  TURN RIGHT AND GO NORTH ON A GRAVELED
 LK0676'ROAD FOR 3.55 MILES TO A T-ROAD.  TURN LEFT, GO WEST, NORTH, WEST
 LK0676'AND NORTH ON A GRAVELED ROAD FOR 4.5 MILES TO THE AZIMUTH MARK
 LK0676'ON THE RIGHT.  CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.5 MILE
 LK0676'TO A WIRE GATE ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE
 LK0676'GATE AND GO SOUTH-SOUTHEAST ACROSS A FIELD FOR 0.2 MILE TO THE
 LK0676'STATION.
 LK0676'
 LK0676'THE STATION MARK IS A STANDARD DISK NOW STAMPED HILLROSE VABM
 LK0676'4411 1934, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 LK0676'WHICH PROJECTS 24 INCHES ABOVE THE GROUND SURFACE.  IT IS 7.9
 LK0676'FEET SOUTH OF A METAL WITNESS POST.
 LK0676'
 LK0676'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HILLROSE NO 1 1934,
 LK0676'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 LK0676'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 120 FEET
 LK0676'NORTHEAST OF THE METAL WITNESS POST.
 LK0676'
 LK0676'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HILLROSE NO 2 1934,
 LK0676'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 LK0676'PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 197.2 FEET
 LK0676'NORTHWEST OF THE METAL WITNESS POST.
 LK0676'
 LK0676'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HILLROSE 1934, SET
 LK0676'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 LK0676'12-INCHES ABOVE THE GROUND SURFACE.  IT IS 33 FEET EAST OF THE
 LK0676'CENTER OF A GRAVELED ROAD AND 4 FEET EAST OF A NORTH-SOUTH WIRE
 LK0676'FENCE.
 LK0676'
 LK0676'HEIGHT OF LIGHT ABOVE STATION MARK 5.2 FEET.
 LK0676
 LK0676                          STATION RECOVERY (1978)
 LK0676
 LK0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 LK0676'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE AND
 LK0676'DIRECTION TO REFERENCE MARKS COMPARED FAVORABLY WITH PREVIOUS DATA.
 LK0676'STATION IS REACHED FROM THE POST OFFICE IN THE SMALL TOWN OF HILLROSE.
 LK0676'GO NORTH ON THE BUSINESS STREET FOR 0.05 MILE (0.08 KM) TO JUNCTION
 LK0676'WITH U.S. HIGHWAY 85.  TURN RIGHT AND GO EASTERLY ON HIGHWAY 85 FOR
 LK0676'0.95 MILES (1.53 KM) TO COUNTY ROAD ON RIGHT.  TURN RIGHT AND GO
 LK0676'SOUTHERLY ON ROAD FOR 1.55 MILES (2.49 KM) TO END OF SURFACED PART OF
 LK0676'ROAD, CONTINUE AHEAD ON GRAVELED.  ROAD FOR 0.55 MILES (0.89 KM) TO I
 LK0676'76 HIGHWAY OVERPASS, CONTINUE AHEAD ON THE GRAVELED ROAD FOR 0.95 MILE
 LK0676'(1.53 KM) TURN LEFT AND CONTINUE ON ROAD FOR 1.0 MILE (1.6 KM) TURN
 LK0676'RIGHT AND CONTINUE ON ROAD, SOUTHERLY FOR 1.15 MILES (1.85 KM) TO
 LK0676'STATION ON LEFT, ABOUT 400 FEET (121.9 M) EAST ON PROMIENT SAND HILL.
 LK0676'CONTINUE AHEAD ON ROAD FOR 0.35 MILE (0.56 KM) TO THE AZIMUTH MARK ON
 LK0676'LEFT.
 LK0676' 
 LK0676'STATION IS A STANDARD DISK STAMPED--HILLROSE 1934--, SET IN TOP OF A
 LK0676'SQUARE CONCRETE MONUMENT PROJECTING ABOUT 1 FOOT (0.3 M).
 LK0676' 
 LK0676'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--HILLROSE NO 1 1934--, SET
 LK0676'IN TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES.
 LK0676' 
 LK0676'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--HILLROSE NO 2 1934--, SET
 LK0676'IN TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES.
 LK0676' 
 LK0676'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED--HILLROSE 1934
 LK0676'AZIMUTH--, SET IN TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 8
 LK0676'INCHES, 33.5 FEET (10.2 M) EAST OF CENTER OF NORTH-SOUTH GRAVELED
 LK0676'ROAD, 3.9 FEET (1.2 M) NORTH OF A METAL WITNESS POST, 3.6 FEET (1.1 M)
 LK0676'EAST OF A NORTH-SOUTH FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1636 ***********************************************************************
 KK1636  DESIGNATION -  HILLTOP
 KK1636  PID         -  KK1636
 KK1636  STATE/COUNTY-  CO/ELBERT
 KK1636  USGS QUAD   -  PONDEROSA PARK (1994)
 KK1636
 KK1636                         *CURRENT SURVEY CONTROL
 KK1636  ___________________________________________________________________
 KK1636* NAD 83(1992)-  39 27 18.69174(N)    104 38 47.64801(W)     ADJUSTED  
 KK1636* NAVD 88     -      2008.0    (meters)    6588.     (feet)  VERTCON   
 KK1636  ___________________________________________________________________
 KK1636  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 KK1636  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 KK1636
 KK1636  HORZ ORDER  -  FIRST
 KK1636
 KK1636.The horizontal coordinates were established by classical geodetic methods
 KK1636.and adjusted by the National Geodetic Survey in January 1993..
 KK1636
 KK1636.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1636
 KK1636.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1636
 KK1636.The geoid height was determined by GEOID03.
 KK1636
 KK1636;                    North         East     Units Scale Factor Converg.
 KK1636;SPC CO C     -   485,186.176   987,851.080   MT  0.99995497   +0 32 17.7
 KK1636;SPC CO C     - 1,591,814.98  3,240,974.75   sFT  0.99995497   +0 32 17.7
 KK1636;UTM  13      - 4,367,351.321   530,407.198   MT  0.99961138   +0 13 28.6
 KK1636
 KK1636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1636!SPC CO C     -   0.99968781  x   0.99995497  =   0.99964279
 KK1636!UTM  13      -   0.99968781  x   0.99961138  =   0.99929931
 KK1636
 KK1636|---------------------------------------------------------------------|
 KK1636| PID    Reference Object                     Distance      Geod. Az  |
 KK1636|                                                           dddmmss.s |
 KK1636| CP8229 HILLTOP RM                          321.810 METERS 05103     |
 KK1636| KK1637 HILLTOP AZ MK                       APPROX. 0.8 KM 1572044.3 |
 KK1636| CP8230 HILLTOP RM 2                          7.985 METERS 16815     |
 KK1636| CP8231 HILLTOP RM 3                         12.006 METERS 26439     |
 KK1636|---------------------------------------------------------------------|
 KK1636
 KK1636                          SUPERSEDED SURVEY CONTROL
 KK1636
 KK1636  NAD 83(1986)-  39 27 18.68562(N)    104 38 47.64692(W) AD(       ) 1
 KK1636  NAD 27      -  39 27 18.73100(N)    104 38 45.75400(W) AD(       ) 1
 KK1636  NGVD 29 (07/19/86) 2007.0    (m)         6585.     (f) VERT ANG       
 KK1636
 KK1636.Superseded values are not recommended for survey control.
 KK1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1636.See file dsdata.txt to determine how the superseded data were derived.
 KK1636
 KK1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED3040767351(NAD 83)
 KK1636_MARKER: DS = TRIANGULATION STATION DISK
 KK1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1636_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1636+STABILITY: SURFACE MOTION
 KK1636
 KK1636  HISTORY     - Date     Condition        Report By
 KK1636  HISTORY     - 1912     MONUMENTED       CGS
 KK1636  HISTORY     - 1960     GOOD             LOCENG
 KK1636  HISTORY     - 1960     SEE DESCRIPTION  CGS
 KK1636  HISTORY     - 1969     GOOD             LOCENG
 KK1636  HISTORY     - 1977     GOOD             NGS
 KK1636  HISTORY     - 19890625 GOOD             LOCSUR
 KK1636
 KK1636                          STATION DESCRIPTION
 KK1636
 KK1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (CVH)
 KK1636'ONE AND ONE-HALF MILES EAST AND 1/2 MILE NORTH OF THE RAILROAD
 KK1636'STATION AT HILLTOP, ON THE HIGHEST POINT OF A LOW HILL IN
 KK1636'THE PASTURE OF DANIEL MAYER, NEAR THE NORTHEAST CORNER OF THE
 KK1636'SE. 1/4, SEC. 10, T. 7 S., R. 65 W.  THE STATION IS MARKED.
 KK1636'A REFERENCE MARK
 KK1636'IS IN THE FENCE LINE AT THE NORTHEAST CORNER
 KK1636'OF THE QUARTER SECTION MENTIONED ABOVE, 321.810 METERS
 KK1636'(1,055.80 FEET) FROM THE STATION N 51 DEG 02 MIN E.
 KK1636
 KK1636                          STATION RECOVERY (1960)
 KK1636
 KK1636'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960 (AWF)
 KK1636'STATION RECOVERED BY WESTERN ENGRS.
 KK1636'
 KK1636'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.
 KK1636
 KK1636                          STATION RECOVERY (1960)
 KK1636
 KK1636'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 KK1636'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  THE
 KK1636'REFERENCE MARK WAS NOT RECOVERED.  REFERENCE MARKS AND AN AZIMUTH
 KK1636'MARK WERE ESTABLISHED.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 KK1636'
 KK1636'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF PARKER, 7-1/2
 KK1636'MILES NORTHEAST OF FRANKTOWN, 2 MILES EAST OF HILLTOP, AND IN
 KK1636'THE SOUTHEAST 1/4 OF SECTION 10, T. 7 S., R. 66 W.
 KK1636'
 KK1636'TO REACH THE STATION FROM THE PARKER PUBLIC SCHOOL IN PARKER,
 KK1636'GO WEST ON THE SURFACED ROAD 0.2 MILE TO THE JUNCTION OF STATE
 KK1636'HIGHWAY 83.  TURN LEFT, SOUTH, ON STATE HIGHWAY 83, AND GO
 KK1636'0.6 MILE TO A T-ROAD TO THE LEFT.  TURN LEFT, EAST, AND FOLLOW
 KK1636'THE GRAVELED ROAD SOUTHEAST, 3.4 MILES TO A Y-FORK.  KEEP
 KK1636'RIGHT FORK, SOUTHEAST, 2.1 MILES TO A Y-FORK.  TAKE LEFT FORK,
 KK1636'SOUTHEAST, 0.8 MILE TO A REVERSE Y-FORK.  CONTINUE AHEAD,
 KK1636'SOUTH, 0.2 MILE TO A Y-FORK.  TAKE LEFT FORK, SOUTHEAST, 0.2
 KK1636'MILE TO A Y-FORK.  TAKE LEFT FORK, EAST, AND FOLLOW THE DIRT
 KK1636'ROAD 1.8 MILES, TO A DRIVEWAY LEADING TO AN OLD SET OF
 KK1636'BUILDINGS ON THE NORTH SIDE OF THE ROAD.  TURN LEFT,
 KK1636'NORTH, AND FOLLOW THE DRIVEWAY 0.1 MILE TO A GATE ON THE
 KK1636'NORTHWEST SIDE OF THE OLD HOUSE.  CONTINUE AHEAD, NORTH,
 KK1636'FOR ABOUT 200 FEET TO A TRACK ROAD.  FOLLOW THE TRACK ROAD
 KK1636'WESTERLY, UPGRADE, 0.2 MILE.  THENCE GO NORTH, ACROSS COUNTRY,
 KK1636'0.3 MILE TO THE HIGHEST POINT IN THE GENERAL VICINITY AND THE
 KK1636'STATION.
 KK1636'
 KK1636'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF THE DIRT ROAD
 KK1636'AND THE DRIVEWAY MENTIONED ABOVE, CONTINUE AHEAD, EAST, ON THE
 KK1636'DIRT ROAD, 0.05 MILE TO THE AZIMUTH MARK ON THE LEFT, NORTH,
 KK1636'SIDE OF THE ROAD.
 KK1636'
 KK1636'THE STATION MARK, WHICH HASNT ANY STAMPING, IS A STANDARD DISK
 KK1636'SET IN THE TOP OF A 6 INCH SQUARE CONCRETE POST THAT PROJECTS 2
 KK1636'INCHES.  IT IS 3.6 FEET SOUTH OF A WITNESS POST.
 KK1636'
 KK1636'REFERENCE MARK NO. 2, STAMPED HILLTOP 1912 NO 2 1960, IS A
 KK1636'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 KK1636'THAT PROJECTS 8 INCHES.  IT IS 30.5 FEET SOUTH OF THE
 KK1636'WITNESS POST.
 KK1636'
 KK1636'REFERENCE MARK NO. 3, STAMPED HILLTOP 1912 NO 3 1960, IS A
 KK1636'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 KK1636'THAT PROJECTS 3 INCHES.  IT IS 40.5 FEET WEST OF THE WITNESS POST.
 KK1636'
 KK1636'THE AZIMUTH MARK, STAMPED HILLTOP 1912 1960, IS A STANDARD
 KK1636'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 KK1636'PROJECTS 8 INCHES.  IT IS 31 FEET NORTH OF THE CENTER OF THE
 KK1636'DIRT ROAD, 3.6 FEET EAST OF A WITNESS POST, 2 FEET WEST OF THE
 KK1636'WEST END OF A GATE, AND 0.7 FOOT SOUTH OF A FENCE.
 KK1636
 KK1636                          STATION RECOVERY (1969)
 KK1636
 KK1636'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1969 (MWT)
 KK1636'STATION RECOVERED BY THE KEN WHITE CO
 KK1636'
 KK1636'RECOVERED AS DESCRIBED.
 KK1636
 KK1636                          STATION RECOVERY (1977)
 KK1636
 KK1636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1636'THE STATION MARK, REFERENCE MARKS 2, 3 AND THE AZIMUTH MARK
 KK1636'WERE RECOVERED IN GOOD CONDITION.  THE DIRECTIONS TO
 KK1636'REFERENCE MARKS 1 AND 2 COMPARED WITH THE 1960 DATA.
 KK1636'THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO BE 0.004
 KK1636'METER LONGER AND THE DISTANCE TO REFERENCE MARK 3 WAS
 KK1636'0.006 METER LONGER THAN THE 1960 DATA.
 KK1636'THE DIRECTIONS TO THE AZIMUTH MARK COMPARED WITH THE 1960
 KK1636'OBSERVATIONS.  DUE TO ROAD CHANGES A NEW DISCRIPTION
 KK1636'FOLLOWS.
 KK1636'
 KK1636'STATION IS ABOUT 8 MILES SOUTHEAST OF PARKER, 7-1/4 MILES
 KK1636'NORTHEAST OF FRANKTOWN, IN A GRASSY PASTURE, ON PROPERTY OF
 KK1636'ALBERT RUGGLES, WHO RESIDES 1-1/2 MILES EAST OF THE STATION
 KK1636'SITE.  HIS PHONE NUMBER IS 646-4746.  MR. RUGGLES MUST BE
 KK1636'CONTACTED EACH TIME THE STATION IS VISITED.  STATION IS
 KK1636'IN SE 1/4 OF SEC. 10, T.7 S., R 66 W.
 KK1636'
 KK1636'TO REACH THE STATION FROM THE JUNCTION OF PARKER ROAD AND
 KK1636'STATE HIGHWAY 83 AT THE WEST EDGE OF PARKER, GO SOUTH ON
 KK1636'HIGHWAY 83 FOR 0.6 MILE TO A PAVED ROAD LEFT.  TURN LEFT
 KK1636'AND GO SOUTHEASTERLY ON COUNTY ROAD 71 (HILLTOP ROAD) FOR
 KK1636'4.85 MILES TO END OF PAVEMENT.  CONTINUE SOUTHEAST ON
 KK1636'GRAVELED ROAD FOR 0.7 MILE TO A SIDE ROAD LEFT.  TURN LEFT
 KK1636'AND GO EAST ON COUNTY ROAD 24 (SINGING HILLS ROAD) FOR 4.6
 KK1636'MILES TO A CROSSROAD.  TURN RIGHT AND GO SOUTH ON COUNTY
 KK1636'ROAD 13 FOR 1.0 MILE TO A CROSSROAD.  TURN RIGHT AND GO WEST
 KK1636'ON A DRIVE FOR 0.1 MILE TO ALBERT RUGGLES HOME ON THE RIGHT.
 KK1636'CONTINUE WEST ON A TRACK ROAD FOR 0.6 MILE TO A NORTH-SOUTH
 KK1636'FENCE.  TURN RIGHT AND GO NORTH ON A TRACK ROAD ALONG THE
 KK1636'EAST SIDE OF THE FENCE AND ACROSS OPEN PASTURE FOR 0.55
 KK1636'MILE TO AN EAST-WEST FENCE.  TURN LEFT AND GO WEST ALONG
 KK1636'THE SOUTH SIDE OF THE FENCE FOR 0.15 MILE TO A GATE.
 KK1636'PASS THROUGH THE GATE AND GO WEST, THENCE SOUTH,
 KK1636'THENCE WEST ON A TRACK ROAD FOR 0.5 MILE TO A CROSSROAD.
 KK1636'CONTINUE WEST FOR 100 FEET TO A FORK.  (TO REACH THE
 KK1636'AZIMUTH MARK FROM THIS POINT, TAKE THE LEFT FORK AND
 KK1636'CONTINUE WESTERLY FOR 0.7 MILE TO AN OFFSET FENCE
 KK1636'CORNER AND THE MARK ON THE LEFT, ABOUT 300 FEET
 KK1636'SOUTHEAST OF A CONCRETE SILO).  TAKE RIGHT FORK
 KK1636'NORTHWESTERLY, PASSING ALONG WEST SIDE OF A WINDMILL,
 KK1636'THEN GO NORTH FOR 0.3 MILE TO A FENCE CORNER.  TURN LEFT
 KK1636'AND GO WEST ALONG THE SOUTH SIDE OF AN EAST-WEST FENCE FOR
 KK1636'0.6 MILE TO THE TOP OF A RIDGE.  TURN LEFT AND GO SOUTHWEST
 KK1636'FOR 0.1 MILE TO THE HIGHEST POINT AND THE STATION.
 KK1636'
 KK1636'STATION MARK, UNSTAMPED, IS A STANDARD DISK, SET IN THE TOP
 KK1636'OF A 6-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1 INCH
 KK1636'ABOVE THE GROUND.  IT IS 250 FEET SOUTH OF THE EASTWEST
 KK1636'FENCE.
 KK1636'
 KK1636'REFERENCE MARK 2, STAMPED --- HILLTOP 1912 NO 2 1960---, IS A
 KK1636'STANDARD DISK, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 KK1636'MONUMENT THAT PROJECTS 9 INCHES.
 KK1636'
 KK1636'REFERENCE MARK 3, STAMPED --- HILLTOP 1912 NO 3 1960---, IS A
 KK1636'STANDARD DISK, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 KK1636'MONUMENT THAT PROJECTS 3 INCHES.
 KK1636'
 KK1636'AZIMUTH MARK, STAMPED --- HILLTOP 1912 1960---, IS A STANDARD
 KK1636'DISK, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 KK1636'THAT PROJECTS 4 INCHES.  IT IS 2 FEET WEST OF THE WEST END
 KK1636'OF A GATE AND 0.7 FOOT SOUTH OF A FENCE.
 KK1636'
 KK1636'A 1/2 INCH STEEL REINFORCEMENT ROD WAS SET AT ALL SURFACE
 KK1636'MARKS.
 KK1636'HEIGHT OF LIGHT ABOVE STATION WAS 1.5 METERS.
 KK1636
 KK1636                          STATION RECOVERY (1989)
 KK1636
 KK1636'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1989 (URS)
 KK1636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1637 ***********************************************************************
 KK1637  DESIGNATION -  HILLTOP AZ MK
 KK1637  PID         -  KK1637
 KK1637  STATE/COUNTY-  CO/ELBERT
 KK1637  USGS QUAD   -  PONDEROSA PARK (1994)
 KK1637
 KK1637                         *CURRENT SURVEY CONTROL
 KK1637  ___________________________________________________________________
 KK1637* NAD 83(1992)-  39 26 55.87216(N)    104 38 35.36338(W)     ADJUSTED  
 KK1637* NAVD 88     -      1991.3    (meters)    6533.     (feet)  VERTCON   
 KK1637  ___________________________________________________________________
 KK1637  LAPLACE CORR-          -4.80  (seconds)                    DEFLEC99
 KK1637  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 KK1637
 KK1637  HORZ ORDER  -  SECOND
 KK1637
 KK1637.The horizontal coordinates were established by classical geodetic methods
 KK1637.and adjusted by the National Geodetic Survey in January 1993..
 KK1637
 KK1637.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1637
 KK1637.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1637
 KK1637.The geoid height was determined by GEOID03.
 KK1637
 KK1637;                    North         East     Units Scale Factor Converg.
 KK1637;SPC CO C     -   484,485.247   988,151.391   MT  0.99995429   +0 32 25.4
 KK1637;SPC CO C     - 1,589,515.35  3,241,960.02   sFT  0.99995429   +0 32 25.4
 KK1637;UTM  13      - 4,366,649.000   530,703.566   MT  0.99961161   +0 13 36.3
 KK1637
 KK1637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1637!SPC CO C     -   0.99969043  x   0.99995429  =   0.99964473
 KK1637!UTM  13      -   0.99969043  x   0.99961161  =   0.99930216
 KK1637
 KK1637                          SUPERSEDED SURVEY CONTROL
 KK1637
 KK1637  NAD 83(1986)-  39 26 55.86604(N)    104 38 35.36230(W) AD(       ) 2
 KK1637  NAD 27      -  39 26 55.91103(N)    104 38 33.46981(W) AD(       ) 2
 KK1637  NGVD 29 (07/19/86) 1990.3    (m)         6530.     (f) VERT ANG       
 KK1637
 KK1637.Superseded values are not recommended for survey control.
 KK1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1637.See file dsdata.txt to determine how the superseded data were derived.
 KK1637
 KK1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED3070466649(NAD 83)
 KK1637_MARKER: DS = TRIANGULATION STATION DISK
 KK1637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1637_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1637+STABILITY: SURFACE MOTION
 KK1637
 KK1637  HISTORY     - Date     Condition        Report By
 KK1637  HISTORY     - 1977     MONUMENTED       NGS
 KK1637
 KK1637                          STATION DESCRIPTION
 KK1637
 KK1637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1637'STATION IS ABOUT 8-1/2 MILES SOUTHEAST OF PARKER, 7 MILES
 KK1637'NORTHEAST OF FRANKTOWN, IN GRASSY PASTURE AND ON PROPERTY OF
 KK1637'ALBERT RUGGLES, WHO RESIDES ABOUT 1-1/2 MILES EAST OF THE
 KK1637'STATION AND MUST BE CONTACTED BEFORE THE STATION IS VISITED.
 KK1637'HIS PHONE NUMBER IS 646-4746.
 KK1637'
 KK1637'TO REACH THE STATION FROM THE JUNCTION OF PARKER ROAD AND
 KK1637'STATE HIGHWAY 83, AT THE WEST EDGE OF PARKER, GO SOUTH ON
 KK1637'HIGHWAY 83 FOR 0.6 MILE TO A PAVED SIDE ROAD LEFT.  TURN
 KK1637'LEFT AND GO SOUTHEASTERLY ON COUNTY ROAD 71
 KK1637'(HILLTOP ROAD) FOR 4.85
 KK1637'MILES TO END OF PAVEMENT.  CONTINUE SOUTHEAST ON GRAVELED
 KK1637'ROAD FOR 0.7 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 KK1637'EAST ON COUNTY ROAD 24 (SINGING HILLS ROAD) FOR 4.6 MILES TO A
 KK1637'CROSSROAD.  TURN RIGHT AND GO SOUTH ON COUNTY ROAD 13 FOR 1.0
 KK1637'MILE TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A DRIVE FOR
 KK1637'0.1 MILE TO ALBERT RUGGLES HOME ON THE RIGHT.  CONTINUE
 KK1637'WEST ON A TRACK ROAD FOR 0.6 MILE TO A NORTH-SOUTH FENCE.
 KK1637'TURN RIGHT AND GO NORTH ON A TRACK ROAD, ALONG THE
 KK1637'EAST SIDE OF THE FENCE AND ACROSS OPEN PASTURE FOR 0.55
 KK1637'MILE TO AN EAST-WEST FENCE.  TURN LEFT AND GO WEST
 KK1637'ALONG THE SOUTH SIDE OF THE FENCE FOR 0.15 MILE TO A GATE.
 KK1637'PASS THROUGH THE GATE AND GO WEST, THENCE SOUTH, THENCE
 KK1637'WEST ON A TRACK ROAD FOR 0.5 MILE TO A CROSSROAD.
 KK1637'CONTINUE WEST FOR 100 FEET TO A FORK.  TAKE THE LEFT
 KK1637'FORK AND CONTINUE WESTERLY FOR 0.7 MILE TO AN OFFSET FENCE
 KK1637'CORNER AND THE MARK ON THE LEFT, ABOUT 300 FEET
 KK1637'SOUTHEAST OF A CONCRETE SILO.
 KK1637'
 KK1637'STATION MARK, STAMPED ---HILLTOP 1912 1960 ---, IS A STANDARD
 KK1637'AZIMUTH MARK DISK, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 KK1637'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 2
 KK1637'FEET WEST OF THE WEST END OF A GATE AND 0.7 FOOT SOUTH OF A
 KK1637'FENCE.  PROPERTY OWNER MUST BE CONTACTED EACH TIME STATION
 KK1637'IS VISITED.  HIS PHONE NUMBER IS 646-4746.
 KK1637'
 KK1637'A 1/2 INCH STEEL REINFORCEMENT ROD WAS SET AT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0420 ***********************************************************************
 KJ0420  DESIGNATION -  HILT ET
 KJ0420  PID         -  KJ0420
 KJ0420  STATE/COUNTY-  CO/KIT CARSON
 KJ0420  USGS QUAD   -  SOUTH OF BURLINGTON (1970)
 KJ0420
 KJ0420                         *CURRENT SURVEY CONTROL
 KJ0420  ___________________________________________________________________
 KJ0420* NAD 83(1992)-  39 12 03.47097(N)    102 16 00.16127(W)     ADJUSTED  
 KJ0420* NAVD 88     -      1290.1    (meters)    4233.     (feet)  VERTCON   
 KJ0420  ___________________________________________________________________
 KJ0420  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 KJ0420  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 KJ0420
 KJ0420  HORZ ORDER  -  SECOND
 KJ0420
 KJ0420.The horizontal coordinates were established by classical geodetic methods
 KJ0420.and adjusted by the National Geodetic Survey in January 1993..
 KJ0420
 KJ0420.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0420
 KJ0420.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0420
 KJ0420.The geoid height was determined by GEOID03.
 KJ0420
 KJ0420;                    North         East     Units Scale Factor Converg.
 KJ0420;SPC CO C     -   461,587.214 1,193,619.515   MT  0.99993743   +2 02 21.1
 KJ0420;SPC CO C     - 1,514,390.72  3,916,066.69   sFT  0.99993743   +2 02 21.1
 KJ0420;UTM  13      - 4,342,637.966   736,027.457   MT  1.00028599   +1 43 42.1
 KJ0420
 KJ0420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0420!SPC CO C     -   0.99980125  x   0.99993743  =   0.99973869
 KJ0420!UTM  13      -   0.99980125  x   1.00028599  =   1.00008718
 KJ0420
 KJ0420|---------------------------------------------------------------------|
 KJ0420| PID    Reference Object                     Distance      Geod. Az  |
 KJ0420|                                                           dddmmss.s |
 KJ0420| CP8232 HILT ET RM 1                         16.373 METERS 01022     |
 KJ0420| CP8233 HILT ET RM 2                         15.281 METERS 10037     |
 KJ0420| KJ0431 LING ET                             APPROX.11.8 KM 3552744.4 |
 KJ0420|---------------------------------------------------------------------|
 KJ0420
 KJ0420                          SUPERSEDED SURVEY CONTROL
 KJ0420
 KJ0420  NAD 83(1986)-  39 12 03.46918(N)    102 16 00.16029(W) AD(       ) 2
 KJ0420  NAD 27      -  39 12 03.47351(N)    102 15 58.48216(W) AD(       ) 2
 KJ0420  NGVD 29 (07/19/86) 1289.6    (m)         4231.     (f) VERT ANG       
 KJ0420
 KJ0420.Superseded values are not recommended for survey control.
 KJ0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0420.See file dsdata.txt to determine how the superseded data were derived.
 KJ0420
 KJ0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD3602742638(NAD 83)
 KJ0420_MARKER: DD = SURVEY DISK
 KJ0420_SETTING: 0 = UNSPECIFIED SETTING
 KJ0420
 KJ0420  HISTORY     - Date     Condition        Report By
 KJ0420  HISTORY     - 1969     MONUMENTED       USGS
 KJ0420
 KJ0420                          STATION DESCRIPTION
 KJ0420
 KJ0420'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (JLP)
 KJ0420'THE STATION IS LOCATED SOUTH ABOUT 7.5 MILES AIRLINE FROM
 KJ0420'BURLINGTON, COLORADO, ON A NORTH-SOUTH RIDGE AND AT THE SOUTH
 KJ0420'SIDE OF AN EAST-WEST ROAD, AT THE NORTH EDGE OF SECTION 12,
 KJ0420'T.10S., R.44W.
 KJ0420'
 KJ0420'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 70 AND
 KJ0420'U.S. HIGHWAY 385 AT THE SOUTHWEST CORNER OF BURLINGTON, COLORADO,
 KJ0420'PROCEED SOUTH ON U.S. HIGHWAY 385 6.4 MILES TO A CROSSROADS, GO
 KJ0420'EAST ON GRADED ROAD 0.5 MILE TO TOP OF RIDGE AND STATION SITE ON
 KJ0420'THE RIGHT.  THE STATION IS 136 FEET WEST OF AN IRRIGATION WELL,
 KJ0420'40 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 14 FEET EAST OF A
 KJ0420'FIELD ROAD SOUTH, AND 4 FEET NORTH OF A USGS WITNESS SIGN
 KJ0420'MOUNTED ON A STEEL FENCE POST.
 KJ0420'
 KJ0420'STATION MARK IS A USGS BRONZE TABLET SOLDERED TO A COPPER COATED
 KJ0420'STEEL ROD DRIVEN TO REFUSAL (20 FEET), CENTERED IN AN ORANGEBURG
 KJ0420'TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE
 KJ0420'TABLET IS FLUSH WITH THE GROUND AND STAMPED HILT E.T. 1969.
 KJ0420'
 KJ0420'REFERENCE MARK NO. 1 IS A USGS STANDARD BRONZE REFERENCE MARK
 KJ0420'TABLET SOLDERED TO A COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF
 KJ0420'15 FEET, CENTERED IN AN ORANGBURG TILE, 6 INCHES IN DIAMETER, 12
 KJ0420'INCHES LONG FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE
 KJ0420'GROUND AND STAMPED HILT E.T. NO. 1 1969.  THE TABLET IS AT THE
 KJ0420'NORTH EDGE OF THE EAST-WEST ROAD.
 KJ0420'
 KJ0420'REFERENCE MARK NO. 2 IS A USGS STANDARD BRONZE REFERENCE MARK
 KJ0420'TABLET SOLDERED TO A COPPER COATED STEEL ROD DRIVEN TO A DEPTH
 KJ0420'OF 15 FEET, CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER,
 KJ0420'12 INCHES LONG FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH
 KJ0420'THE GROUND AND STAMPED HILT E.T. NO. 2 1969.  THE TABLET IS 85
 KJ0420'FEET WEST OF THE IRRIGATION WELL AND 41 FEET SOUTH OF THE
 KJ0420'CENTERLINE OF THE ROAD.
 KJ0420'
 KJ0420'STATION LING E.T. 1969 USGS IS VISIBLE FROM THE GROUND AT THIS
 KJ0420'STATION AND WILL SERVE AS THE AZIMUTH MARK.  USGS STATIONS REED
 KJ0420'E.T. 1969 AND JANSSEN E.T. 1969 ARE ALSO VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1397 ***********************************************************************
 JK1397  DESIGNATION -  HIMES
 JK1397  PID         -  JK1397
 JK1397  STATE/COUNTY-  CO/PUEBLO
 JK1397  USGS QUAD   -  SAINT CHARLES PEAK (1994)
 JK1397
 JK1397                         *CURRENT SURVEY CONTROL
 JK1397  ___________________________________________________________________
 JK1397* NAD 83(1992)-  38 06 59.85668(N)    105 01 13.27976(W)     ADJUSTED  
 JK1397* NAVD 88     -      2072.4    (meters)    6799.     (feet)  GPS OBS   
 JK1397  ___________________________________________________________________
 JK1397  X           -  -1,302,566.378 (meters)                     COMP
 JK1397  Y           -  -4,854,344.827 (meters)                     COMP
 JK1397  Z           -   3,916,905.782 (meters)                     COMP
 JK1397  LAPLACE CORR-         -17.30  (seconds)                    DEFLEC99
 JK1397  ELLIP HEIGHT-        2055.68  (meters)          (12/03/02) GPS OBS
 JK1397  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 JK1397
 JK1397  HORZ ORDER  -  FIRST
 JK1397  ELLP ORDER  -  FOURTH    CLASS II
 JK1397
 JK1397.The horizontal coordinates were established by GPS observations
 JK1397.and adjusted by the National Geodetic Survey in August 1994..
 JK1397
 JK1397.The orthometric height was determined by GPS observations and a
 JK1397.high-resolution geoid model.
 JK1397
 JK1397.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1397
 JK1397.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1397
 JK1397.The ellipsoidal height was determined by GPS observations
 JK1397.and is referenced to NAD 83.
 JK1397
 JK1397.The geoid height was determined by GEOID03.
 JK1397
 JK1397;                    North         East     Units Scale Factor Converg.
 JK1397;SPC CO S     -   465,832.678   956,461.409   MT  0.99995752   +0 17 39.1
 JK1397;SPC CO S     - 1,528,319.38  3,137,990.47   sFT  0.99995752   +0 17 39.1
 JK1397;UTM  13      - 4,218,755.336   498,215.676   MT  0.99960004   -0 00 45.2
 JK1397
 JK1397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1397!SPC CO S     -   0.99967754  x   0.99995752  =   0.99963508
 JK1397!UTM  13      -   0.99967754  x   0.99960004  =   0.99927771
 JK1397
 JK1397                          SUPERSEDED SURVEY CONTROL
 JK1397
 JK1397  ELLIP H (08/30/94) 2055.70   (m)                       GP(       ) 4 1
 JK1397
 JK1397.Superseded values are not recommended for survey control.
 JK1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1397.See file dsdata.txt to determine how the superseded data were derived.
 JK1397
 JK1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC9821618755(NAD 83)
 JK1397_MARKER: DH = HORIZONTAL CONTROL DISK
 JK1397_SETTING: 66 = SET IN ROCK OUTCROP
 JK1397_SP_SET: ROCK OUTCROP
 JK1397_STAMPING: HIMES 1993
 JK1397_MARK LOGO: NGS   
 JK1397_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK1397_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK1397+STABILITY: POSITION/ELEVATION WELL
 JK1397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1397+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JK1397
 JK1397  HISTORY     - Date     Condition        Report By
 JK1397  HISTORY     - 1993     MONUMENTED       CODOT
 JK1397
 JK1397                          STATION DESCRIPTION
 JK1397
 JK1397'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1993
 JK1397'STATION IS LOCATED 3 MI (4.8 KM) NORTH OF BEULAH AND 10 MI (16.1 KM)
 JK1397'SOUTHEAST OF WETMORE IN SEC 21, T 22 S, R 68 W OF THE 6TH PM.
 JK1397'TO REACH THE STATION FROM THE INTERSECTION OF S.H. 78 AND S.H. 45 IN
 JK1397'BEULAH, PROCEED WEST ON S.H. 78 (BEULAH HIGHWAY) TO NORTH CREEK ROAD,
 JK1397'PROCEED NORTHWESTERLY ON NORTH CREEK ROAD FOR ABOUT 4 MI (6.4 KM) TO
 JK1397'THE STATION ON THE RIGHT. THE STATION IS ABOUT 2.5 MI (4.0 KM) EAST
 JK1397'OF CUSTER COUNTY-PUEBLO COUNTY LINE.
 JK1397'STATION MARK IS AN NGS BRASS HORIZONTAL CONTROL DISK SET INTO A ROCK
 JK1397'OUTCROP 60 M (196.8 FT) NORTHWEST OF HIMES RANCH HOUSE (WARREN AND
 JK1397'VERA HIMES-OWNERS), 3 M (9.8 FT) ABOVE NORTH CREEK ROAD, 3 M
 JK1397'(9.8 FT)  NORTH OF A WITNESS POST, 9 M (29.5 FT) NORTH OF CENTERLINE
 JK1397'OF NORTH CREEK ROAD, 25.3 M (83.0 FT) NORTHWEST OF WOODEN FENCEPOST,
 JK1397'2.8 M (9.2 FT) SOUTHWEST OF 8 IN DIA TREE AND 5.35 M (17.55 FT) SOUTH
 JK1397'OF NORTH COUNTY ROAD ROW FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0633 ***********************************************************************
 LM0633  DESIGNATION -  HINMAN
 LM0633  PID         -  LM0633
 LM0633  STATE/COUNTY-  CO/ROUTT
 LM0633  USGS QUAD   -  FARWELL MOUNTAIN (1962)
 LM0633
 LM0633                         *CURRENT SURVEY CONTROL
 LM0633  ___________________________________________________________________
 LM0633* NAD 83(1992)-  40 45 15.74679(N)    106 47 41.82899(W)     ADJUSTED  
 LM0633* NAVD 88     -      2714.1    (meters)    8905.     (feet)  VERTCON   
 LM0633  ___________________________________________________________________
 LM0633  LAPLACE CORR-           8.38  (seconds)                    DEFLEC99
 LM0633  GEOID HEIGHT-         -11.61  (meters)                     GEOID03
 LM0633
 LM0633  HORZ ORDER  -  THIRD
 LM0633
 LM0633.The horizontal coordinates were established by classical geodetic methods
 LM0633.and adjusted by the National Geodetic Survey in January 1993..
 LM0633
 LM0633.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0633
 LM0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0633
 LM0633.The geoid height was determined by GEOID03.
 LM0633
 LM0633;                    North         East     Units Scale Factor Converg.
 LM0633;SPC CO N     -   463,383.247   805,051.689   MT  0.99999543   -0 50 12.2
 LM0633;SPC CO N     - 1,520,283.20  2,641,240.42   sFT  0.99999543   -0 50 12.2
 LM0633;UTM  13      - 4,513,040.520   348,479.019   MT  0.99988259   -1 10 19.2
 LM0633
 LM0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0633!SPC CO N     -   0.99957626  x   0.99999543  =   0.99957169
 LM0633!UTM  13      -   0.99957626  x   0.99988259  =   0.99945890
 LM0633
 LM0633|---------------------------------------------------------------------|
 LM0633| PID    Reference Object                     Distance      Geod. Az  |
 LM0633|                                                           dddmmss.s |
 LM0633| LM0634 HINMAN RM                             4.559 METERS 09109     |
 LM0633| CP5535 HINMAN AZ MK                                       2782521.8 |
 LM0633| CP5536 HINMAN RM 1                           6.403 METERS 33920     |
 LM0633|---------------------------------------------------------------------|
 LM0633
 LM0633                          SUPERSEDED SURVEY CONTROL
 LM0633
 LM0633  NAD 83(1986)-  40 45 15.74496(N)    106 47 41.82458(W) AD(       ) 3
 LM0633  NAD 27      -  40 45 15.84200(N)    106 47 39.66200(W) AD(       ) 3
 LM0633  NGVD 29 (07/19/86) 2712.7    (m)         8900.     (f) VERT ANG       
 LM0633
 LM0633.Superseded values are not recommended for survey control.
 LM0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0633.See file dsdata.txt to determine how the superseded data were derived.
 LM0633
 LM0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF4847913041(NAD 83)
 LM0633_MARKER: DS = TRIANGULATION STATION DISK
 LM0633_SETTING: 66 = SET IN ROCK OUTCROP
 LM0633
 LM0633  HISTORY     - Date     Condition        Report By
 LM0633  HISTORY     - 1949     MONUMENTED       CGS
 LM0633
 LM0633                          STATION DESCRIPTION
 LM0633
 LM0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LM0633'THE STATION IS LOCATED ON THE HIGHEST PART OF A BARE ROCKY
 LM0633'POINT ON THE SOUTH WALL OF THE ELK RIVER CANYON.  THE STATION
 LM0633'IS ON AN EAST-WEST RIDGE WHICH IS SLIGHTLY LOWER THAN THE MAIN
 LM0633'NORTH-SOUTH RIDGE.  THE STATION IS LOCATED APPROXIMATELY 7.5
 LM0633'MILES AIR LINE NORTHEAST OF THE CLARK POST OFFICE, ABOUT 4.3
 LM0633'MILES AIR LINE WEST-SOUTHWEST OF SLAVONIA AND ABOUT 1.5 MILES
 LM0633'AIR LINE EAST OF HINMAN PARK.  THE STATION MARK PROJECTS 4
 LM0633'INCHES AND IS STAMPED, HINMAN 1949.
 LM0633'
 LM0633'REFERENCE MARK NO. 1 IS APPROXIMATELY 6 INCHES HIGHER THAN
 LM0633'THE STATION, IS SET IN A DEPRESSION 2 INCHES BELOW THE SURFACE
 LM0633'OF THE ROCK AND IS STAMPED, HINMAN 1949.
 LM0633'
 LM0633'REFERENCE MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET FLUSH
 LM0633'IN BEDROCK, APPROXIMATELY THE SAME ELEVATION AS THE STATION
 LM0633'AND IS UNSTAMPED.
 LM0633'
 LM0633'THE AZIMUTH MARK IS SET 4 FEET NORTHEAST OF A WHITE WITNESS
 LM0633'POST, 1 FOOT NORTH OF A FENCE LINE, 6 PACES NORTH OF A BLADED
 LM0633'ROAD, PROJECTS 2 FEET AND IS STAMPED, HINMAN 1949.
 LM0633'
 LM0633'TO REACH THE STATION FROM STEAMBOAT SPRINGS, GO WEST ON U.S.
 LM0633'HIGHWAY 40 FOR 1.6 MILES TO THE JUNCTION WITH STATE HIGHWAY 129.
 LM0633'TURN RIGHT AND FOLLOW STATE HIGHWAY 129 FOR 16.8 MILES TO THE CLARK
 LM0633'POST OFFICE.  CONTINUE NORTH ON STATE HIGHWAY 129 FOR 0.9
 LM0633'MILE TO FORKS AND SIGN, SLAVONIA AND SEEDHOUSE GUARD STATION.
 LM0633'TAKE THE RIGHT FORK AND FOLLOW THE MAIN GRADED ROAD UP THE ELK
 LM0633'RIVER CANYON FOR 6.25 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 LM0633'DESCRIBED ABOVE.  CONTINUE STRAIGHT AHEAD FOR 0.9 MILE TO A
 LM0633'TRIANGLE BLAZE ON A 6-INCH PINE TREE ABOUT 10 YARDS SOUTH OF
 LM0633'THE ROAD AND THE END OF TRUCK TRAVEL.  FROM HERE CROSS THE
 LM0633'RIVER AND PACK ACROSS THE SAGEBRUSH FLAT TO THE EDGE OF THE
 LM0633'TIMBER.  THENCE UP HILL THROUGH THE TIMBER FOR ABOUT 1/2 MILE
 LM0633'TO THE CREST OF THE RIDGE.  TURN LEFT, EAST-NORTHEAST, FOR
 LM0633'ABOUT 1/4 MILE TO THE SUMMIT AT A BARE ROCKY POINT AND THE
 LM0633'STATION AS DESCRIBED ABOVE.  A 1-HOUR AND 20-MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0634 ***********************************************************************
 LM0634  DESIGNATION -  HINMAN RM
 LM0634  PID         -  LM0634
 LM0634  STATE/COUNTY-  CO/ROUTT
 LM0634  USGS QUAD   -  FARWELL MOUNTAIN (1962)
 LM0634
 LM0634                         *CURRENT SURVEY CONTROL
 LM0634  ___________________________________________________________________
 LM0634* NAD 83(1992)-  40 45 15.74381(N)    106 47 41.63467(W)     ADJUSTED  
 LM0634* NAVD 88     -      2713.     (meters)    8901.     (feet)  SCALED    
 LM0634  ___________________________________________________________________
 LM0634  LAPLACE CORR-           8.39  (seconds)                    DEFLEC99
 LM0634  GEOID HEIGHT-         -11.61  (meters)                     GEOID03
 LM0634
 LM0634  HORZ ORDER  -  SECOND
 LM0634
 LM0634.The horizontal coordinates were established by classical geodetic methods
 LM0634.and adjusted by the National Geodetic Survey in January 1993..
 LM0634
 LM0634.The orthometric height was scaled from a topographic map.
 LM0634
 LM0634.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0634
 LM0634.The geoid height was determined by GEOID03.
 LM0634
 LM0634;                    North         East     Units Scale Factor Converg.
 LM0634;SPC CO N     -   463,383.089   805,056.245   MT  0.99999543   -0 50 12.0
 LM0634;SPC CO N     - 1,520,282.68  2,641,255.36   sFT  0.99999543   -0 50 12.0
 LM0634;SPC WYEC     -   128,385.016   445,466.328   MT  0.99996293   +0 21 05.4
 LM0634;UTM  13      - 4,513,040.334   348,483.574   MT  0.99988257   -1 10 19.1
 LM0634
 LM0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0634!SPC CO N     -   0.99957637  x   0.99999543  =   0.99957180
 LM0634!SPC WYEC     -   0.99957637  x   0.99996293  =   0.99953932
 LM0634!UTM  13      -   0.99957637  x   0.99988257  =   0.99945899
 LM0634
 LM0634                          SUPERSEDED SURVEY CONTROL
 LM0634
 LM0634  NAD 83(1986)-  40 45 15.74199(N)    106 47 41.63027(W) AD(       ) 2
 LM0634  NAD 27      -  40 45 15.83900(N)    106 47 39.46800(W) AD(       ) 2
 LM0634
 LM0634.Superseded values are not recommended for survey control.
 LM0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0634.See file dsdata.txt to determine how the superseded data were derived.
 LM0634
 LM0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF4848413040(NAD 83)
 LM0634_MARKER: DD = SURVEY DISK
 LM0634_SETTING: 66 = SET IN ROCK OUTCROP
 LM0634_SP_SET: SET IN BEDROCK
 LM0634_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LM0634+STABILITY: POSITION/ELEVATION WELL
 LM0634
 LM0634  HISTORY     - Date     Condition        Report By
 LM0634  HISTORY     - 1949     MONUMENTED       USGS
 LM0634
 LM0634                          STATION DESCRIPTION
 LM0634
 LM0634'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 LM0634'THE STATION IS LOCATED ON THE HIGHEST PART OF A BARE ROCKY
 LM0634'POINT ON THE SOUTH WALL OF THE ELK RIVER CANYON.  THE STATION
 LM0634'IS ON AN EAST-WEST RIDGE WHICH IS SLIGHTLY LOWER THAN THE MAIN
 LM0634'NORTH-SOUTH RIDGE.  THE STATION IS LOCATED APPROXIMATELY 7.5
 LM0634'MILES AIR LINE NORTHEAST OF THE CLARK POST OFFICE, ABOUT 4.3
 LM0634'MILES AIR LINE WEST-SOUTHWEST OF SLAVONIA AND ABOUT 1.5 MILES
 LM0634'AIR LINE EAST OF HINMAN PARK.
 LM0634'
 LM0634'MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET FLUSH
 LM0634'IN BEDROCK, APPROXIMATELY THE SAME ELEVATION AS THE STATION
 LM0634'HINMAN AND IS UNSTAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8128 ***********************************************************************
 AE8128  DESIGNATION -  HIPP
 AE8128  PID         -  AE8128
 AE8128  STATE/COUNTY-  CO/LARIMER
 AE8128  USGS QUAD   -  BIG NARROWS (1975)
 AE8128
 AE8128                         *CURRENT SURVEY CONTROL
 AE8128  ___________________________________________________________________
 AE8128* NAD 83(1992)-  40 41 47.88019(N)    105 26 40.04767(W)     ADJUSTED  
 AE8128* NAVD 88     -      1990.6    (meters)    6531.     (feet)  GPS OBS   
 AE8128  ___________________________________________________________________
 AE8128  X           -  -1,290,010.447 (meters)                     COMP
 AE8128  Y           -  -4,669,199.258 (meters)                     COMP
 AE8128  Z           -   4,138,228.889 (meters)                     COMP
 AE8128  LAPLACE CORR-         -15.48  (seconds)                    DEFLEC99
 AE8128  ELLIP HEIGHT-        1977.77  (meters)          (12/03/02) GPS OBS
 AE8128  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 AE8128
 AE8128  HORZ ORDER  -  FIRST
 AE8128  ELLP ORDER  -  FOURTH    CLASS II
 AE8128
 AE8128.The horizontal coordinates were established by GPS observations
 AE8128.and adjusted by the National Geodetic Survey in March 1998..
 AE8128
 AE8128.The orthometric height was determined by GPS observations and a
 AE8128.high-resolution geoid model.
 AE8128
 AE8128.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8128
 AE8128.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8128
 AE8128.The ellipsoidal height was determined by GPS observations
 AE8128.and is referenced to NAD 83.
 AE8128
 AE8128.The geoid height was determined by GEOID03.
 AE8128
 AE8128;                    North         East     Units Scale Factor Converg.
 AE8128;SPC CO N     -   456,174.292   919,096.191   MT  0.99998708   +0 02 09.2
 AE8128;SPC CO N     - 1,496,631.82  3,015,401.42   sFT  0.99998708   +0 02 09.2
 AE8128;UTM  13      - 4,505,176.347   462,449.511   MT  0.99961736   -0 17 23.3
 AE8128
 AE8128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8128!SPC CO N     -   0.99968985  x   0.99998708  =   0.99967694
 AE8128!UTM  13      -   0.99968985  x   0.99961736  =   0.99930733
 AE8128
 AE8128                          SUPERSEDED SURVEY CONTROL
 AE8128
 AE8128  ELLIP H (03/31/98) 1977.79   (m)                       GP(       ) 4 1
 AE8128
 AE8128.Superseded values are not recommended for survey control.
 AE8128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8128.See file dsdata.txt to determine how the superseded data were derived.
 AE8128
 AE8128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF6245005176(NAD 83)
 AE8128_MARKER: DH = HORIZONTAL CONTROL DISK
 AE8128_SETTING: 80 = SET IN A BOULDER
 AE8128_STAMPING: HIPP 1996
 AE8128_MARK LOGO: NGS   
 AE8128_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8128+STABILITY: SURFACE MOTION
 AE8128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8128+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE8128
 AE8128  HISTORY     - Date     Condition        Report By
 AE8128  HISTORY     - 1996     MONUMENTED       NGS
 AE8128
 AE8128                          STATION DESCRIPTION
 AE8128
 AE8128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE8128'THE STATION IS LOCATED ABOUT 20.5 MI (33.0 KM) NORTHWEST OF FORT
 AE8128'COLLINS, 13 MI (20.9 KM) WEST-NORTHWEST OF TEDS PLACE AND 7.5 MI (12.1
 AE8128'KM) EAST OF RUSTIC, IN THE SOUTHEAST 1/4 OF SECTION 34, T 9 N, R 72 W,
 AE8128'AT STATE HIGHWAY 14 MILEPOST 100.8.  OWNERSHIP--COLORADO DEPT.  OF
 AE8128'TRANSPORTATION RIGHT-OF-WAY TO REACH THE STATION FROM THE COMMUNITY
 AE8128'CENTER-FIRE STATION IN POUDRE PARK, GO WESTERLY FOR 10.8 MI (17.4 KM)
 AE8128'TO THE STATION ON THE LEFT. IT IS 0.15 MI (0.24 KM) EAST OF THE
 AE8128'ENTRANCE TO DUTCH GEORGE CAMPGROUND THE MARK IS A STANDARD DISK SET IN
 AE8128'A DRILL HOLE IN A BOULDER MEASURING 1.0 M (3.3 FT) BY 0.5 M (1.6 FT)
 AE8128'AND PROJECTING 10 CM ABOVE THE GROUND.  IT IS 26.5 M (86.9 FT)
 AE8128'SOUTHEAST FROM THE CENTER LINE OF STATE HIGHWAY 14, 5.7 M (18.7 FT)
 AE8128'SOUTHWEST FROM THE EASTERN, HIGHEST END OF A 1.8 M (5.9 FT) BY 1.5 M
 AE8128'(4.9 FT) BY 0.5 M (1.6 FT) GNEISS BOULDER, 1.5 M (4.9 FT) NORTHWEST
 AE8128'FROM A WITNESS POST AND ABOUT 60 CM BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5199 ***********************************************************************
 AA5199  DESIGNATION -  HIRSCFELD
 AA5199  PID         -  AA5199
 AA5199  STATE/COUNTY-  CO/CLEAR CREEK
 AA5199  USGS QUAD   -  BLACK HAWK (1963)
 AA5199
 AA5199                         *CURRENT SURVEY CONTROL
 AA5199  ___________________________________________________________________
 AA5199* NAD 83(1992)-  39 45 47.14849(N)    105 26 27.62883(W)     ADJUSTED  
 AA5199* NAVD 88     -      2245.7    (meters)    7368.     (feet)  GPS OBS   
 AA5199  ___________________________________________________________________
 AA5199  X           -  -1,307,611.538 (meters)                     COMP
 AA5199  Y           -  -4,734,016.881 (meters)                     COMP
 AA5199  Z           -   4,059,228.291 (meters)                     COMP
 AA5199  LAPLACE CORR-         -14.24  (seconds)                    DEFLEC99
 AA5199  ELLIP HEIGHT-        2231.95  (meters)          (12/03/02) GPS OBS
 AA5199  GEOID HEIGHT-         -13.64  (meters)                     GEOID03
 AA5199
 AA5199  HORZ ORDER  -  FIRST
 AA5199  ELLP ORDER  -  FOURTH    CLASS II
 AA5199
 AA5199.The horizontal coordinates were established by GPS observations
 AA5199.and adjusted by the National Geodetic Survey in May 1995..
 AA5199
 AA5199.The orthometric height was determined by GPS observations and a
 AA5199.high-resolution geoid model.
 AA5199
 AA5199.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5199
 AA5199.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5199
 AA5199.The ellipsoidal height was determined by GPS observations
 AA5199.and is referenced to NAD 83.
 AA5199
 AA5199.The geoid height was determined by GEOID03.
 AA5199
 AA5199;                    North         East     Units Scale Factor Converg.
 AA5199;SPC CO C     -   519,027.778   919,456.761   MT  1.00000262   +0 02 13.9
 AA5199;SPC CO C     - 1,702,843.63  3,016,584.39   sFT  1.00000262   +0 02 13.9
 AA5199;UTM  13      - 4,401,556.804   462,225.853   MT  0.99961757   -0 16 55.5
 AA5199
 AA5199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5199!SPC CO C     -   0.99964997  x   1.00000262  =   0.99965259
 AA5199!UTM  13      -   0.99964997  x   0.99961757  =   0.99926767
 AA5199
 AA5199                          SUPERSEDED SURVEY CONTROL
 AA5199
 AA5199  ELLIP H (05/08/95) 2232.01   (m)                       GP(       ) 2 2
 AA5199
 AA5199.Superseded values are not recommended for survey control.
 AA5199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5199.See file dsdata.txt to determine how the superseded data were derived.
 AA5199
 AA5199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE6222601557(NAD 83)
 AA5199_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5199_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA5199_SP_SET: HEADWALL OF BOX CULVERT
 AA5199_STAMPING: HIRSCFELD 1992
 AA5199_MARK LOGO: NGS   
 AA5199_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5199+STABILITY: SURFACE MOTION
 AA5199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5199+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1999
 AA5199
 AA5199  HISTORY     - Date     Condition        Report By
 AA5199  HISTORY     - 1992     MONUMENTED       NGS
 AA5199  HISTORY     - 19990826 GOOD             LOCSUR
 AA5199
 AA5199                          STATION DESCRIPTION
 AA5199
 AA5199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RSC)
 AA5199'THE STATION WILL BE USED DUIRNG A GPS PROJECT. THE STATION IS
 AA5199'APPROXIMATELY 4.3 MI (6.9 KM) SOUTH OF BLACK HAWK ALONG STATE HIGHWAY
 AA5199'119 AT MILEPOST 3.0 IN THE NORTHWEST 1/4 OF SECTION 27, T 3 S, R 72 W,
 AA5199'6TH P.M. OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION. TO REACH
 AA5199'THE STATION FROM THE TRAFFIC LIGHT AT THE EAST JUNCTION OF U.S.
 AA5199'HIGHWAY 6 AND STATE HIGHWAY 119, GO NORTH ON STATE HIGHWAY 119 FOR 3.1
 AA5199'MI (5.0 KM) TO THE STATION ON THE LEFT. THE STATION IS A BRASS DISK
 AA5199'SET IN THE SOUTH END OF A BOX CULVERT HEADWALL.  IT IS 50.8 FT (15.5
 AA5199'M) SOUTH SOUTHWEST OF THE "MILE 3" SIGN, 36.5 FT (11.1 M) NORTH OF THE
 AA5199'NORTH EDGE OF NORTH CLEAR CREEK, 28.8 FT (8.8 M) SOUTH OF THE CENTER
 AA5199'OF STATE HIGHWAY 119, AND 2.0 FT (0.6 M) WEST OF A FIBERGLASS NGS
 AA5199'WITNESS POST. DESCRIPTION BY K.A. WILLIAMS, CDOT.
 AA5199
 AA5199                          STATION RECOVERY (1999)
 AA5199
 AA5199'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999
 AA5199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0417 ***********************************************************************
 KJ0417  DESIGNATION -  HITCHCOCK ET
 KJ0417  PID         -  KJ0417
 KJ0417  STATE/COUNTY-  CO/KIT CARSON
 KJ0417  USGS QUAD   -  MOUNT SUNFLOWER (1980)
 KJ0417
 KJ0417                         *CURRENT SURVEY CONTROL
 KJ0417  ___________________________________________________________________
 KJ0417* NAD 83(1992)-  39 03 40.83485(N)    102 07 15.64768(W)     ADJUSTED  
 KJ0417* NAVD 88     -      1255.8    (meters)    4120.     (feet)  VERTCON   
 KJ0417  ___________________________________________________________________
 KJ0417  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 KJ0417  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 KJ0417
 KJ0417  HORZ ORDER  -  SECOND
 KJ0417
 KJ0417.The horizontal coordinates were established by classical geodetic methods
 KJ0417.and adjusted by the National Geodetic Survey in January 1993..
 KJ0417
 KJ0417.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0417
 KJ0417.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0417
 KJ0417.The geoid height was determined by GEOID03.
 KJ0417
 KJ0417;                    North         East     Units Scale Factor Converg.
 KJ0417;SPC CO C     -   446,556.355 1,206,772.289   MT  0.99993615   +2 07 51.9
 KJ0417;SPC CO C     - 1,465,076.97  3,959,218.75   sFT  0.99993615   +2 07 51.9
 KJ0417;SPC KS N     -    88,931.162    43,456.445   MT  0.99996228   -2 36 26.7
 KJ0417;UTM  13      - 4,327,529.531   749,102.906   MT  1.00036414   +1 48 54.5
 KJ0417
 KJ0417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0417!SPC CO C     -   0.99980667  x   0.99993615  =   0.99974283
 KJ0417!SPC KS N     -   0.99980667  x   0.99996228  =   0.99976895
 KJ0417!UTM  13      -   0.99980667  x   1.00036414  =   1.00017074
 KJ0417
 KJ0417|---------------------------------------------------------------------|
 KJ0417| PID    Reference Object                     Distance      Geod. Az  |
 KJ0417|                                                           dddmmss.s |
 KJ0417| CP8235 HITCHCOCK RM 2                       18.511 METERS 04649     |
 KJ0417| KJ0418 MONOTONY                            APPROX.11.7 KM 2521434.0 |
 KJ0417| CP8234 HITCHCOCK RM 1                       17.493 METERS 31644     |
 KJ0417|---------------------------------------------------------------------|
 KJ0417
 KJ0417                          SUPERSEDED SURVEY CONTROL
 KJ0417
 KJ0417  NAD 83(1986)-  39 03 40.83355(N)    102 07 15.64692(W) AD(       ) 2
 KJ0417  NAD 27      -  39 03 40.82306(N)    102 07 13.99301(W) AD(       ) 2
 KJ0417  NGVD 29 (07/19/86) 1255.3    (m)         4118.     (f) VERT ANG       
 KJ0417
 KJ0417.Superseded values are not recommended for survey control.
 KJ0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0417.See file dsdata.txt to determine how the superseded data were derived.
 KJ0417
 KJ0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD4910327530(NAD 83)
 KJ0417_MARKER: DD = SURVEY DISK
 KJ0417_SETTING: 0 = UNSPECIFIED SETTING
 KJ0417
 KJ0417  HISTORY     - Date     Condition        Report By
 KJ0417  HISTORY     - 1969     MONUMENTED       USGS
 KJ0417
 KJ0417                          STATION DESCRIPTION
 KJ0417
 KJ0417'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (RVS)
 KJ0417'THE STATION IS LOCATED SOUTH 25 DEG EAST ABOUT 18.5 MILES
 KJ0417'AIRLINE FROM BURLINGTON, COLORADO, IN THE NORTH EDGE OF SECTION
 KJ0417'33, T.11S., R.42W.
 KJ0417'
 KJ0417'TO REACH FROM INTERSTATE HIGHWAY 70 AND U.S. HIGHWAY 385, AT
 KJ0417'THE SOUTHWEST EDGE OF BURLINGTON, COLORADO, GO SOUTH 15.9 MILES
 KJ0417'ON U.S. HIGHWAY 385 TO A GRAVEL ROAD EAST, GO EAST 8.1 MILES
 KJ0417'TO A CROSSROAD, GO SOUTH 1.0 MILE TO A GRAVEL ROAD EAST.  GO
 KJ0417'EAST 0.45 MILE TO THE STATION SITE ON THE RIGHT.  THE STATION
 KJ0417'IS 72.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 311.5 FEET
 KJ0417'WEST OF FENCE LINE SOUTH, 42.5 FEET SOUTH OF A USGS WITNESS
 KJ0417'SIGN AT EAST-WEST RIGHT-OF-WAY FENCE.
 KJ0417'
 KJ0417'STATION MARK IS A USGS STANDARD BRONZE TABLET SOLDERED TO A
 KJ0417'COPPER COATED STEEL ROD DRIVEN TO REFUSAL (15 FEET), CENTERED
 KJ0417'IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG,
 KJ0417'FILLED WITH GRAVEL, THE TABLET IS FLUSH WITH THE GROUND AND IS
 KJ0417'STAMPED HITCHCOCK E.T. 1969.
 KJ0417'
 KJ0417'REFERENCE MARK NO. 1 IS A USGS STANDARD BRONZE TABLET SOLDERED
 KJ0417'TO A COPPER COATED STEEL ROD DRIVEN TO REFUSAL (15 FEET),
 KJ0417'CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES
 KJ0417'LONG, FILLED WITH GRAVEL, THE DISK IS STAMPED HITCHCOCK
 KJ0417'E.T. NO. 1 1969.  REFERENCE MARK NO. 1 IS 1.0 FEET SOUTH OF
 KJ0417'EAST-WEST RIGHT-OF-WAY FENCE.
 KJ0417'
 KJ0417'REFERENCE MARK NO. 2 IS A USGS STANDARD BRONZE TABLET SOLDERED
 KJ0417'TO A COPPER COATED STEEL ROD DRIVEN TO REFUSAL (15 FEET),
 KJ0417'CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES
 KJ0417'LONG, FILLED WITH GRAVEL, THE DISK IS STAMPED HITCHCOCK
 KJ0417'E.T. NO. 2 1969.  REFERENCE MARK NO. 2 IS 1.0 FEET SOUTH
 KJ0417'OF EAST-WEST RIGHT-OF-WAY FENCE.
 KJ0417'
 KJ0417'USC AND GS STATION MONTONY 1891 IS VISIBLE FROM THE GROUND
 KJ0417'AND WILL SERVE AS THE AZIMUTH MARK.
 KJ0417'
 KJ0417'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0599 ***********************************************************************
 LK0599  DESIGNATION -  HIWAY 2
 LK0599  PID         -  LK0599
 LK0599  STATE/COUNTY-  CO/LOGAN
 LK0599  USGS QUAD   -  FLEMING (1980)
 LK0599
 LK0599                         *CURRENT SURVEY CONTROL
 LK0599  ___________________________________________________________________
 LK0599* NAD 83(1992)-  40 39 45.33911(N)    102 45 54.24445(W)     ADJUSTED  
 LK0599* NAVD 88     -      1276.6    (meters)    4188.     (feet)  VERTCON   
 LK0599  ___________________________________________________________________
 LK0599  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 LK0599  GEOID HEIGHT-         -20.17  (meters)                     GEOID03
 LK0599
 LK0599  HORZ ORDER  -  SECOND
 LK0599
 LK0599.The horizontal coordinates were established by classical geodetic methods
 LK0599.and adjusted by the National Geodetic Survey in January 1993..
 LK0599
 LK0599.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0599
 LK0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0599
 LK0599.The geoid height was determined by GEOID03.
 LK0599
 LK0599;                    North         East     Units Scale Factor Converg.
 LK0599;SPC CO N     -   455,959.058 1,145,634.571   MT  0.99998264   +1 46 01.7
 LK0599;SPC CO N     - 1,495,925.68  3,758,636.09   sFT  0.99998264   +1 46 01.7
 LK0599;UTM  13      - 4,503,704.517   688,923.765   MT  1.00003934   +1 27 24.2
 LK0599
 LK0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0599!SPC CO N     -   0.99980294  x   0.99998264  =   0.99978558
 LK0599!UTM  13      -   0.99980294  x   1.00003934  =   0.99984227
 LK0599
 LK0599|---------------------------------------------------------------------|
 LK0599| PID    Reference Object                     Distance      Geod. Az  |
 LK0599|                                                           dddmmss.s |
 LK0599| CP8238 HIWAY 2 RM 3                          6.443 METERS 10151     |
 LK0599| LK0157 Z 102                               457.996 METERS 1060817.8 |
 LK0599| LK0593 HIWAY                                32.387 METERS 19113     |
 LK0599| CP8239 HIWAY 2 RM 4                          6.857 METERS 28218     |
 LK0599|---------------------------------------------------------------------|
 LK0599
 LK0599                          SUPERSEDED SURVEY CONTROL
 LK0599
 LK0599  NAD 83(1986)-  40 39 45.33457(N)    102 45 54.24562(W) AD(       ) 2
 LK0599  NAD 27      -  40 39 45.35185(N)    102 45 52.55850(W) AD(       ) 2
 LK0599  NGVD 29 (07/19/86) 1276.1    (m)         4187.     (f) VERT ANG       
 LK0599
 LK0599.Superseded values are not recommended for survey control.
 LK0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0599.See file dsdata.txt to determine how the superseded data were derived.
 LK0599
 LK0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF8892403705(NAD 83)
 LK0599_MARKER: DS = TRIANGULATION STATION DISK
 LK0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0599_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LK0599
 LK0599  HISTORY     - Date     Condition        Report By
 LK0599  HISTORY     - 1977     MONUMENTED       NGS
 LK0599
 LK0599                          STATION DESCRIPTION
 LK0599
 LK0599'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LK0599'STATION IS LOCATED ABOUT 4 MILES EAST OF FLEMING, 2 MILES WEST
 LK0599'OF DAILY, IN THE CENTRAL PART OF SECTION 12, T 8 N, R 48 W AND
 LK0599'ON RAILROAD RIGHT-OF-WAY.
 LK0599'
 LK0599'STATION IS REACHED FROM THE POST OFFICE IN FLEMING.  GO SOUTH ON
 LK0599'LOGAN STREET FOR 0.1 MILE TO THE JUNCTION WITH U.S. HIGHWY 6.
 LK0599'TURN LEFT AND GO EASTERLY ON HIGHWAY 6 FOR 4.05 MILES TO THE
 LK0599'STATION ON LEFT, NORTH SIDE OF HIGHWAY AND NORTH SIDE OF A
 LK0599'RAILROAD TRACK.  CONTINUE STRAIGHT AHEAD ON HIGHWAY 6
 LK0599'FOR 0.25 MILE TO A GRAVELED CROSSROAD AND BM Z 102 (AZMK) IN THE
 LK0599'NORTHEAST ANGLE, AS DESCRIBED.  NOTE--TO DRIVE TO THE STATION
 LK0599'FROM THE AZIMUTH MARK.  GO NORTH ACROSS RAILROAD TRACK, THENCE
 LK0599'WEST ALONG THE NORTH SIDE OF TRACK FOR 0.25 MILE TO THE STATION ON
 LK0599'RIGHT, AS DESCRIBED.
 LK0599'
 LK0599'STATION IS A STANDARD STATION MARK DISK, STAMPED HIWAY 2 1977,
 LK0599'SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 4
 LK0599'INCHES.  MARK IS 169 FEET NORTH OF U.S. HIGHWAY 6, 46.4 FEET NORTH
 LK0599'OF THE NORTH RAIL OF THE RAILROAD TRACK, 1.8 FEET SOUTHWEST OF
 LK0599'A METAL WITNESS POST AND 1.7 FEET SOUTH OF A SNOW FENCE.
 LK0599'
 LK0599'REFERENCE MARK 3 IS A STANDARD REFERENCE MARK DISK, STAMPED
 LK0599'HIWAY 2 NO 3 1977, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 LK0599'PROJECTING ABOUT 3 INCHES.  MARK IS 46.8 FEET NORTH OF THE NORTH
 LK0599'RAIL OF THE RAILROAD TRACK, 169 FEET NORTH OF HIGHWAY 6 AND 1.3
 LK0599'FEET SOUTH OF THE SNOW FENCE.
 LK0599'
 LK0599'REFERENCE MARK 4 IS A STANDARD REFERENCE MARK DISK, STAMPED HIWAY 2
 LK0599'NO 4 1977, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 LK0599'PROJECTING ABOUT 3 INCHES.  MARK IS 169 FEET NORTH OF HIGHWAY 6,
 LK0599'46.7 FEET NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK AND 1.4
 LK0599'FEET SOUTH OF THE SNOW FENCE.
 LK0599'
 LK0599'BENCH MARK Z 102 (AZMK) IS A STANDARD BENCH MARK DISK, STAMPED Z
 LK0599'102 1935, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 LK0599'ABOUT 8 INCHES.  MARK IS 72 FEET NORTH OF U.S. HIGHWAY 6,
 LK0599'53 FEET EAST OF A NORTH-SOUTH GRAVELED ROAD, 48 FEET SOUTH OF THE
 LK0599'SOUTH RAIL OF THE RAILROAD TRACK AND 2 FEET WEST OF A METAL
 LK0599'WITNESS POST.
 LK0599'
 LK0599'NEAREST TOWN--FLEMING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1919 ***********************************************************************
 KK1919  DESIGNATION -  HO
 KK1919  PID         -  KK1919
 KK1919  STATE/COUNTY-  CO/GILPIN
 KK1919  USGS QUAD   -  BLACK HAWK (1963)
 KK1919
 KK1919                         *CURRENT SURVEY CONTROL
 KK1919  ___________________________________________________________________
 KK1919* NAD 83(1992)-  39 45 21.34869(N)    105 27 42.94339(W)     ADJUSTED  
 KK1919* NAVD 88     -      2575.2    (meters)    8449.     (feet)  VERTCON   
 KK1919  ___________________________________________________________________
 KK1919  LAPLACE CORR-         -14.41  (seconds)                    DEFLEC99
 KK1919  GEOID HEIGHT-         -13.50  (meters)                     GEOID03
 KK1919
 KK1919  HORZ ORDER  -  THIRD
 KK1919
 KK1919.The horizontal coordinates were established by classical geodetic methods
 KK1919.and adjusted by the National Geodetic Survey in January 1993..
 KK1919
 KK1919.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1919
 KK1919.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1919
 KK1919.The geoid height was determined by GEOID03.
 KK1919
 KK1919;                    North         East     Units Scale Factor Converg.
 KK1919;SPC CO N     -   351,722.121   917,664.408   MT  0.99999389   +0 01 28.6
 KK1919;SPC CO N     - 1,153,941.66  3,010,703.98   sFT  0.99999389   +0 01 28.6
 KK1919;SPC CO C     -   518,231.110   917,664.431   MT  1.00000118   +0 01 26.4
 KK1919;SPC CO C     - 1,700,229.90  3,010,704.05   sFT  1.00000118   +0 01 26.4
 KK1919;UTM  13      - 4,400,770.441   460,429.800   MT  0.99961928   -0 17 43.5
 KK1919
 KK1919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1919!SPC CO N     -   0.99959828  x   0.99999389  =   0.99959217
 KK1919!SPC CO C     -   0.99959828  x   1.00000118  =   0.99959946
 KK1919!UTM  13      -   0.99959828  x   0.99961928  =   0.99921771
 KK1919
 KK1919:                Primary Azimuth Mark                     Grid Az
 KK1919:SPC CO N     -  SUMMIT                                   284 54 59.0
 KK1919:SPC CO C     -  SUMMIT                                   284 55 01.2
 KK1919:UTM  13      -  SUMMIT                                   285 14 11.1
 KK1919
 KK1919|---------------------------------------------------------------------|
 KK1919| PID    Reference Object                     Distance      Geod. Az  |
 KK1919|                                                           dddmmss.s |
 KK1919| KK1917 SUMMIT                              APPROX. 2.9 KM 2845627.6 |
 KK1919|---------------------------------------------------------------------|
 KK1919
 KK1919                          SUPERSEDED SURVEY CONTROL
 KK1919
 KK1919  NAD 83(1986)-  39 45 21.34684(N)    105 27 42.94210(W) AD(       ) 3
 KK1919  NAD 27      -  39 45 21.39069(N)    105 27 40.95996(W) AD(       ) 3
 KK1919  NGVD 29 (07/19/86) 2573.9    (m)         8445.     (f) VERT ANG       
 KK1919
 KK1919.Superseded values are not recommended for survey control.
 KK1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1919.See file dsdata.txt to determine how the superseded data were derived.
 KK1919
 KK1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE6043000770(NAD 83)
 KK1919_MARKER: DP = BASE LINE PIER
 KK1919_SETTING: 66 = SET IN ROCK OUTCROP
 KK1919_SP_SET: SET IN BEDROCK
 KK1919_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1919+STABILITY: POSITION/ELEVATION WELL
 KK1919
 KK1919  HISTORY     - Date     Condition        Report By
 KK1919  HISTORY     - 1951     MONUMENTED       USGS
 KK1919
 KK1919                          STATION DESCRIPTION
 KK1919
 KK1919'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 KK1919'STATION LOCATED ON S. SHOULDER OF KNOB, ON RIDGE WHICH CLEAR CREEK AND
 KK1919'GILPIN COUNTY BOUNDARY LINE FOLLOWS.  STATION IS APPROXIMATELY 1.75
 KK1919'MI. E. OF STATION SUMMIT.  STATION IS 7 FT. NE. OF A 15 FT. CLIFF.
 KK1919'
 KK1919'STATION IS BEST REACHED BY GOING TO SUMMIT MINE AND TURNING S. THROUGH
 KK1919'GATE AND FOLLOWING RD. AROUND SW. SIDE OF HILL ON WHICH STATION SUMMIT
 KK1919'IS LOCATED, TO AN OLD ABANDONED MINE.  FROM HERE GO E. DOWN FOUNTAIN
 KK1919'GULCH 0.75 MI.  FROM HERE HIKE ALONG RIDGE FOR 1.25 MI. TO STATION.
 KK1919'
 KK1919'STATION MARK--STANDARD TRIANGULATION TABLET CEMENTED IN BEDROCK,
 KK1919'STAMPED ---1951---.
 KK1919'
 KK1919'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0745 ***********************************************************************
 JJ0745  DESIGNATION -  HOE
 JJ0745  PID         -  JJ0745
 JJ0745  STATE/COUNTY-  CO/CHEYENNE
 JJ0745  USGS QUAD   -  SOUTH OF CHEYENNE WELLS (1982)
 JJ0745
 JJ0745                         *CURRENT SURVEY CONTROL
 JJ0745  ___________________________________________________________________
 JJ0745* NAD 83(1992)-  38 44 24.76149(N)    102 19 55.99663(W)     ADJUSTED  
 JJ0745* NAVD 88     -      1300.1    (meters)    4265.     (feet)  GPS OBS   
 JJ0745  ___________________________________________________________________
 JJ0745  X           -  -1,064,144.798 (meters)                     COMP
 JJ0745  Y           -  -4,867,455.912 (meters)                     COMP
 JJ0745  Z           -   3,970,662.414 (meters)                     COMP
 JJ0745  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 JJ0745  ELLIP HEIGHT-        1277.22  (meters)          (12/03/02) GPS OBS
 JJ0745  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 JJ0745
 JJ0745  HORZ ORDER  -  FIRST
 JJ0745  ELLP ORDER  -  FOURTH    CLASS II
 JJ0745
 JJ0745.The horizontal coordinates were established by GPS observations
 JJ0745.and adjusted by the National Geodetic Survey in November 1993..
 JJ0745
 JJ0745.The orthometric height was determined by GPS observations and a
 JJ0745.high-resolution geoid model.
 JJ0745
 JJ0745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JJ0745
 JJ0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0745
 JJ0745.The ellipsoidal height was determined by GPS observations
 JJ0745.and is referenced to NAD 83.
 JJ0745
 JJ0745.The geoid height was determined by GEOID03.
 JJ0745
 JJ0745;                    North         East     Units Scale Factor Converg.
 JJ0745;SPC CO C     -   410,271.591 1,189,747.720   MT  0.99995562   +1 59 52.4
 JJ0745;SPC CO C     - 1,346,032.71  3,903,363.98   sFT  0.99995562   +1 59 52.4
 JJ0745;UTM  13      - 4,291,327.645   731,868.349   MT  1.00026210   +1 40 12.8
 JJ0745
 JJ0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0745!SPC CO C     -   0.99979964  x   0.99995562  =   0.99975527
 JJ0745!UTM  13      -   0.99979964  x   1.00026210  =   1.00006169
 JJ0745
 JJ0745|---------------------------------------------------------------------|
 JJ0745| PID    Reference Object                     Distance      Geod. Az  |
 JJ0745|                                                           dddmmss.s |
 JJ0745| CM8777 HOE RM 1                             26.780 METERS 09455     |
 JJ0745| CM8778 HOE RM 2                             22.561 METERS 17602     |
 JJ0745| CM8776 HOE AZ MK                                          1775546.0 |
 JJ0745|---------------------------------------------------------------------|
 JJ0745
 JJ0745                          SUPERSEDED SURVEY CONTROL
 JJ0745
 JJ0745  NAD 83(1992)-  38 44 24.76408(N)    102 19 55.99434(W) AD(       ) 1
 JJ0745  ELLIP H (09/13/93) 1277.13   (m)                       GP(       ) 3 1
 JJ0745  NAD 83(1992)-  38 44 24.76409(N)    102 19 55.99434(W) AD(       ) 3
 JJ0745  NAD 83(1986)-  38 44 24.76260(N)    102 19 55.99207(W) AD(       ) 3
 JJ0745  NAD 27      -  38 44 24.73054(N)    102 19 54.32098(W) AD(       ) 3
 JJ0745
 JJ0745.Superseded values are not recommended for survey control.
 JJ0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0745.See file dsdata.txt to determine how the superseded data were derived.
 JJ0745
 JJ0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC3186891328(NAD 83)
 JJ0745_MARKER: DS = TRIANGULATION STATION DISK
 JJ0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0745_SP_SET: CONCRETE POST
 JJ0745_STAMPING: HOE 1954
 JJ0745_MARK LOGO: CGS   
 JJ0745_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JJ0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0745+STABILITY: SURFACE MOTION
 JJ0745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0745+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1992
 JJ0745
 JJ0745  HISTORY     - Date     Condition        Report By
 JJ0745  HISTORY     - 1954     MONUMENTED       CGS
 JJ0745  HISTORY     - 1954     GOOD             CGS
 JJ0745  HISTORY     - 1974     SEE DESCRIPTION  USGS
 JJ0745  HISTORY     - 1975     GOOD             NGS
 JJ0745  HISTORY     - 19920624 GOOD             CODH
 JJ0745
 JJ0745                          STATION DESCRIPTION
 JJ0745
 JJ0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0745'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF A CULTIVATED
 JJ0745'FIELD THE IS ALONG THE WEST SIDE OF STATE HIGHWAY 51.  IT IS ABOUT
 JJ0745'6 MILES AIRLINE SOUTH-SOUTHEAST OF CHEYENNE WELLS, ABOUT 19
 JJ0745'MILES AIRLINE NORTH OF SHERIDAN LAKE, AND ABOUT 11-1/2 MILES
 JJ0745'AIRLINE SOUTHWEST OF ARAPAHOE.
 JJ0745'
 JJ0745'THE STATION IS A STANDARD DISK, STAMPED HOE 1954 AND SET IN THE
 JJ0745'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES.
 JJ0745'IT IS 63 FEET SOUTHWEST OF THE CENTERLINE OF THE CROSSROAD
 JJ0745'INTERSECTION, AND 9 FEET SOUTHWEST OF A POWERLINE POLE AND FENCE
 JJ0745'CORNER.
 JJ0745'
 JJ0745'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HOE NO 1 1954 AND
 JJ0745'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 JJ0745'4 INCHES.  IT IS 60 FEET SOUTHEAST OF THE CENTERLINE OF THE
 JJ0745'CROSSROAD INTERSECTION, 12 FEET SOUTH OF A FENCE CORNER, AND
 JJ0745'ABOUT 2 FEET LOWER THAN THE STATION.
 JJ0745'
 JJ0745'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HOE NO 2 1954 AND
 JJ0745'SET IN THE TOP OF A 10-INCH SQUARE MONUMENT THAT PROJECTS 4
 JJ0745'INCHES.  IT IS 42 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 JJ0745'51, 1 FOOT WEST OF A WIRE FENCE, AND ABOUT THE SAME ELEVATION AS
 JJ0745'THE STATION.
 JJ0745'
 JJ0745'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HOE 1954 AND SET IN
 JJ0745'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 6
 JJ0745'INCHES.  IT IS 51 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 JJ0745'51, 9 FEET EAST OF A FENCE CORNER, AND 1-1/2 FEET SOUTH OF A WIRE
 JJ0745'FENCE.  TO REACH THE MARK FROM THE STATION GO SOUTH ON STATE
 JJ0745'HIGHWAY 51 FOR 0.6 MILE TO THE MARK ON THE LEFT.
 JJ0745'
 JJ0745'TO REACH THE STATION FROM THE POST OFFICE IN SHERIDAN LAKE GO
 JJ0745'NORTH ON STATE HIGHWAY 51 FOR 20.8 MILES TO THE STATION ON THE
 JJ0745'LEFT.
 JJ0745'
 JJ0745'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JJ0745
 JJ0745                          STATION RECOVERY (1954)
 JJ0745
 JJ0745'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 JJ0745'RECOVERED IN GOOD CONDITION.
 JJ0745
 JJ0745                          STATION RECOVERY (1974)
 JJ0745
 JJ0745'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (RCF)
 JJ0745'THE STATION AND REF MARKS WERE SEARCHED FOR AND NO EVIDENCE
 JJ0745'OF THEM WAS FOUND.  STATION MARK MAY BE COVERED OVER BUT WAS
 JJ0745'UNABLE TO LOCATE WITHOUT THE REF. MARKS.
 JJ0745
 JJ0745                          STATION RECOVERY (1975)
 JJ0745
 JJ0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JJ0745'ALL MARKS RECOVERED AND ARE IN GOOD CONDITION.  ALL MARKS EXCEPT THE
 JJ0745'AZIMUTH MARK ARE NOW BELOW THE SURFACE OF THE GROUND.
 JJ0745'
 JJ0745'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 40 AND 385
 JJ0745'WHICH IS AT THE EAST EDGE OF CHEYENNE WELLS.  GO SOUTH ON HIGHWAY
 JJ0745'385 FOR 5.6 MILES TO A GRAVELED CROSS ROAD AND STATION MARK IN THE
 JJ0745'SOUTHWEST ANGLE OF THE INTERSECTION.
 JJ0745'
 JJ0745'AZIMUTH MARK IS REACHED FROM THE STATION.  GO SOUTH ON HIGHWAY 385
 JJ0745'FOR 0.6 MILE TO THE TOP OF A RISE, A DRIVEWAY AND MARK ON THE LEFT.
 JJ0745'
 JJ0745'STATION MARK DISK IS STAMPED HOE 1954, SET IN THE TOP OF A SQUARE
 JJ0745'CONCRETE MONUMENT ABOUT 8 INCHES BELOW THE GROUND SURFACE.  MARK IS
 JJ0745'63 FEET SOUTHWEST OF HIGHWAY 385 AND GRAVELED ROAD INTERSECTION,
 JJ0745'47 FEET WEST OF HIGHWAY 385, 38 FEET SOUTH OF THE GRAVELED ROAD,
 JJ0745'7 FEET SOUTHEAST OF A POWERLINE POLE AND 10 INCHES WEST OF A
 JJ0745'METAL WITNESS POST.
 JJ0745'
 JJ0745'REFERENCE MARK NUMBER 1 DISK IS STAMPED HOE NO 1 1954, SET IN THE TOP
 JJ0745'OF A SQUARE CONCRETE MONUMENT ABOUT 12 INCHES BELOW THE GROUND
 JJ0745'SURFACE.  MARK IS 63 FEET SOUTHEAST OF THE INTERSECTION, 44 FEET
 JJ0745'SOUTH OF THE GRAVELED ROAD, 40 FEET EAST OF HIGHWAY 385, 13.8 FEET
 JJ0745'SOUTH OF A FENCE CORNER POST AND 1.5 FEET WEST OF A NORTH-SOUTH
 JJ0745'FENCELINE AND METAL WITNESS POST.
 JJ0745'
 JJ0745'REFERENCE MARK 2 DISK IS STAMPED HOE NO 2 1954, SET IN THE TOP OF
 JJ0745'A SQUARE CONCRETE MONUMENT ABOUT 2 INCHES BELOW THE GROUND SURFACE.
 JJ0745'MARK IS 42-1/2 FEET WEST OF HIGHWAY 385, 8 INCHES WEST OF A METAL
 JJ0745'WITNESS POST AND IS SET AT THE EAST EDGE OF A CULTIVATED FIELD.
 JJ0745'
 JJ0745'AZIMUTH MARK DISK IS STAMPED HOE 1954, SET IN THE TOP OF A SQUARE
 JJ0745'CONCRETE MONUMENT PROJECTING ABOUT 5 INCHES.  MARK IS 56 FEET EAST
 JJ0745'OF HIGHWAY 385, 74 FEET NORTH OF A GRAVELED DRIVEWAY, 27.5 FEET
 JJ0745'NORTH-NORTHEAST OF A FENCE CORNER POST, 9 FEET EAST OF A
 JJ0745'NORTH-SOUTH FENCELINE AND INSIDE A FENCED PASTURE.
 JJ0745'
 JJ0745'U.S. HIGHWAY 385 MENTIONED ABOVE WAS FORMERLY STATE HIGHWAY 51.
 JJ0745'
 JJ0745'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5-1/2 MILES
 JJ0745'SOUTH OF CHEYENNE WELLS.
 JJ0745
 JJ0745                          STATION RECOVERY (1992)
 JJ0745
 JJ0745'RECOVERY NOTE BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1992
 JJ0745'THE STATION IS LOCATED ABOUT 19 MILES NORTH OF SHERIDAN LAKE, 11.5 MI
 JJ0745'(18.51 KM) SOUTHWEST OF ARAPAHOE, 6 MI (9.66 KM) SOUTH - SOUTHEAST OF
 JJ0745'CHEYENNE WELLS, 0.35 MI (0.56 KM) NORTH OF SOUTH LADDER CREEK, IN THE
 JJ0745'NORTHEAST 1/4 OF SECTION 21, T 15 S, R 44 W, AT U.S. HIGHWAY 385
 JJ0745'MILEPOST 144.10. OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION.
 JJ0745'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND U.S.
 JJ0745'HIGHWAY 385 EAST OF CHEYENNE WELLS, GO SOUTH ON U.S. 385 FOR 5.65 MI
 JJ0745'(9.09 KM) TO COUNTY RD K AND THE STATION IN THE SOUTHWEST CORNER OF
 JJ0745'THE INTERSECTION.
 JJ0745'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10-INCHES
 JJ0745'SQUARE CONCRETE MONUMENT THAT IS RECESSED 12-INCHES BELOW GROUND.  IT
 JJ0745'IS 47.3 FT (14.42 M) WEST OF THE CENTERLINE OF U.S. HIGHWAY 385, 39.1
 JJ0745'FT (11.92 M) SOUTH OF THE CENTER COUNTY RD K, 7.1 FT (2.16 M)
 JJ0745'SOUTHWEST OF A POWER POLE, 3.0 FT (0.91 M) SOUTHEAST OF A FIBERGLASS
 JJ0745'WITNESS POST, 2.4 FT (0.73 M) NORTH OF A FIBERGLASS WITNESS POST, AND
 JJ0745'1.1 FT (0.34 M) WEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0450 ***********************************************************************
 HK0450  DESIGNATION -  HOEHNE AT SF RR WATER TANK
 HK0450  PID         -  HK0450
 HK0450  STATE/COUNTY-  CO/LAS ANIMAS
 HK0450  USGS QUAD   -  HOEHNE (1970)
 HK0450
 HK0450                         *CURRENT SURVEY CONTROL
 HK0450  ___________________________________________________________________
 HK0450* NAD 83(1992)-  37 16 50.17534(N)    104 22 47.06407(W)     ADJUSTED  
 HK0450* NAVD 88     -                                                        
 HK0450  ___________________________________________________________________
 HK0450  LAPLACE CORR-          -4.15  (seconds)                    DEFLEC99
 HK0450  GEOID HEIGHT-         -19.33  (meters)                     GEOID03
 HK0450
 HK0450  HORZ ORDER  -  THIRD
 HK0450
 HK0450.The horizontal coordinates were established by classical geodetic methods
 HK0450.and adjusted by the National Geodetic Survey in January 1993..
 HK0450
 HK0450
 HK0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0450
 HK0450.The geoid height was determined by GEOID03.
 HK0450
 HK0450;                    North         East     Units Scale Factor Converg.
 HK0450;SPC CO S     -   373,533.605 1,013,747.216   MT  0.99999176   +0 41 13.7
 HK0450;SPC CO S     - 1,225,501.50  3,325,935.66   sFT  0.99999176   +0 41 13.7
 HK0450;UTM  13      - 4,126,181.731   554,985.118   MT  0.99963724   +0 22 32.6
 HK0450
 HK0450                          SUPERSEDED SURVEY CONTROL
 HK0450
 HK0450  NAD 83(1986)-  37 16 50.18417(N)    104 22 47.06108(W) AD(       ) 4
 HK0450  NAD 27      -  37 16 50.13200(N)    104 22 45.13100(W) AD(       ) 3
 HK0450
 HK0450.Superseded values are not recommended for survey control.
 HK0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0450.See file dsdata.txt to determine how the superseded data were derived.
 HK0450
 HK0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB5498526182(NAD 83)
 HK0450_MARKER: 51 = TANK
 HK0450
 HK0450  HISTORY     - Date     Condition        Report By
 HK0450  HISTORY     - 1945     FIRST OBSERVED   CGS
 HK0450
 HK0450                          STATION DESCRIPTION
 HK0450
 HK0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAE)
 HK0450'STATION IS LOCATED RIGHT IN THE TOWN OF HOEHNE.  IT IS A
 HK0450'LARGE BLACK CYLINDRICAL TANK, OPEN AT THE TOP AND 24 FEET
 HK0450'IN DIAMETER.  IT IS LOCATED 25.3 METERS NNW OF THE MAIN RAILROAD
 HK0450'TRACKS, 21.8 METERS NW OF THE NW CORNER OF THE RAILROAD STATION,
 HK0450'18.1 METERS SW OF THE SW CORNER OF A LARGE CO-OP STORE AND
 HK0450'WAREHOUSE BUILDING WITH A SHEET METAL ROOF.  (ALL MEASURMENTS
 HK0450'TO THE CENTER OF THE TANK.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1380 ***********************************************************************
 JK1380  CBN         -  This is a Cooperative Base Network Control Station.
 JK1380  DESIGNATION -  HOFFMAN
 JK1380  PID         -  JK1380
 JK1380  STATE/COUNTY-  CO/FREMONT
 JK1380  USGS QUAD   -  ARKANSAS MOUNTAIN (1980)
 JK1380
 JK1380                         *CURRENT SURVEY CONTROL
 JK1380  ___________________________________________________________________
 JK1380* NAD 83(1992)-  38 22 49.87910(N)    105 39 54.64491(W)     ADJUSTED  
 JK1380* NAVD 88     -      1933.0    (meters)    6342.     (feet)  GPS OBS   
 JK1380  ___________________________________________________________________
 JK1380  X           -  -1,352,187.685 (meters)                     COMP
 JK1380  Y           -  -4,821,807.902 (meters)                     COMP
 JK1380  Z           -   3,939,832.165 (meters)                     COMP
 JK1380  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 JK1380  ELLIP HEIGHT-        1917.95  (meters)          (12/03/02) GPS OBS
 JK1380  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 JK1380
 JK1380  HORZ ORDER  -  B
 JK1380  ELLP ORDER  -  FOURTH    CLASS II
 JK1380
 JK1380.The horizontal coordinates were established by GPS observations
 JK1380.and adjusted by the National Geodetic Survey in September 1993..
 JK1380
 JK1380.The orthometric height was determined by GPS observations and a
 JK1380.high-resolution geoid model.
 JK1380
 JK1380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1380
 JK1380.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1380
 JK1380.The ellipsoidal height was determined by GPS observations
 JK1380.and is referenced to NAD 83.
 JK1380
 JK1380.The geoid height was determined by GEOID03.
 JK1380
 JK1380;                    North         East     Units Scale Factor Converg.
 JK1380;SPC CO C     -   365,556.247   899,968.825   MT  1.00001438   -0 06 15.0
 JK1380;SPC CO C     - 1,199,329.12  2,952,647.72   sFT  1.00001438   -0 06 15.0
 JK1380;UTM  13      - 4,248,245.490   441,901.805   MT  0.99964157   -0 24 46.8
 JK1380
 JK1380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1380!SPC CO C     -   0.99969915  x   1.00001438  =   0.99971353
 JK1380!UTM  13      -   0.99969915  x   0.99964157  =   0.99934083
 JK1380
 JK1380                          SUPERSEDED SURVEY CONTROL
 JK1380
 JK1380  ELLIP H (09/20/93) 1918.00   (m)                       GP(       ) 4 2
 JK1380
 JK1380.Superseded values are not recommended for survey control.
 JK1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1380.See file dsdata.txt to determine how the superseded data were derived.
 JK1380
 JK1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC4190248245(NAD 83)
 JK1380_MARKER: I = METAL ROD
 JK1380_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JK1380_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JK1380_STAMPING: HOFFMAN 1992
 JK1380_MARK LOGO: NGS   
 JK1380_PROJECTION: FLUSH
 JK1380_MAGNETIC: I = MARKER IS A STEEL ROD
 JK1380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK1380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1380+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JK1380_ROD/PIPE-DEPTH: 5.0  meters
 JK1380_SLEEVE-DEPTH  : 0.9 meters
 JK1380
 JK1380  HISTORY     - Date     Condition        Report By
 JK1380  HISTORY     - 1992     MONUMENTED       NGS
 JK1380
 JK1380                          STATION DESCRIPTION
 JK1380
 JK1380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 JK1380'STATION IS LOCATED ABOUT 5 MI (8.0 KM) SOUTHWEST OF TEXAS CREEK, 1.5
 JK1380'MI (2.4 KM) NORTHEAST OF COTOPAXI AND ON THE SOUTHEAST SIDE OF THE
 JK1380'ARKANSAS RIVER.  IT IS AT U.S.  HIGHWAY 50 MILEPOST 247.06 AND IN THE
 JK1380'SW 1/4, SEC.  29, T 48 N, R 12 E.  OWNERSHIP--COLORADO DEPT.  OF
 JK1380'TRANSPORTATION RIGHT-OF-WAY.
 JK1380'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 50 AND
 JK1380'COLORADO STATE HIGHWAY 69 AT TEXAS CREEK, GO SOUTHWEST FOR 5.75 MI
 JK1380'(9.25 KM) TO THE STATION ON THE RIGHT NEXT TO THE LOMA LINDA KOA
 JK1380'CAMPGROUND.
 JK1380'STATION MARK IS A PUNCH HOLE TOP CENTER IN A STEEL ROD ENCASED IN A
 JK1380'PVC PIPE WITH A LOGO CAP SET IN A 2.0 FT (0.6 M) CONCRETE POST FLUSH
 JK1380'WITH THE GROUND.  IT IS 2.2 FT (0.7 M) SOUTHEAST OF THE NORTHERN
 JK1380'RIGHT-OF-WAY FENCE, 2.8 FT (0.9 M) SOUTHWEST OF A WITNESS POST, 3.0
 JK1380'FT (0.9 M) NORTHEAST OF A WITNESS POST, 45.9 FT (14.0 M) NORTHWEST OF
 JK1380'THE CENTER LINE OF U.S.  HIGHWAY 50, 56.2 FT (17.1 M) SOUTHWEST OF A
 JK1380'RIGHT-OF-WAY MARKER (NO STAMPING) , 155.3 FT (47.3 M) SOUTHWEST OF A
 JK1380'SIGN -ENTERING PUBLIC LAND- AND A -T- IN THE FENCE, AND 329.3 FT
 JK1380'(100.4 M) NORTH OF THE CENTER OF A 36-IN CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0467 ***********************************************************************
 JM0467  DESIGNATION -  HOG
 JM0467  PID         -  JM0467
 JM0467  STATE/COUNTY-  CO/MESA
 JM0467  USGS QUAD   -  MARBLE CANYON (1985)
 JM0467
 JM0467                         *CURRENT SURVEY CONTROL
 JM0467  ___________________________________________________________________
 JM0467* NAD 83(1992)-  38 55 33.70295(N)    109 01 18.04106(W)     ADJUSTED  
 JM0467* NAVD 88     -      2316.2    (meters)    7599.     (feet)  VERTCON   
 JM0467  ___________________________________________________________________
 JM0467  LAPLACE CORR-          14.52  (seconds)                    DEFLEC99
 JM0467  GEOID HEIGHT-         -17.63  (meters)                     GEOID03
 JM0467
 JM0467  HORZ ORDER  -  THIRD
 JM0467
 JM0467.The horizontal coordinates were established by classical geodetic methods
 JM0467.and adjusted by the National Geodetic Survey in November 1997..
 JM0467
 JM0467.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0467
 JM0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0467
 JM0467.The geoid height was determined by GEOID03.
 JM0467
 JM0467;                    North         East     Units Scale Factor Converg.
 JM0467;SPC CO C     -   432,015.509   609,108.761   MT  0.99994055   -2 13 15.9
 JM0467;SPC CO C     - 1,417,370.88  1,998,384.33   sFT  0.99994055   -2 13 15.9
 JM0467;UTM  12      - 4,310,428.590   671,491.840   MT  0.99996215   +1 14 35.9
 JM0467
 JM0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0467!SPC CO C     -   0.99963949  x   0.99994055  =   0.99958006
 JM0467!UTM  12      -   0.99963949  x   0.99996215  =   0.99960165
 JM0467
 JM0467:                Primary Azimuth Mark                     Grid Az
 JM0467:SPC CO C     -  COACH                                    295 40 19.7
 JM0467:UTM  12      -  COACH                                    292 12 27.9
 JM0467
 JM0467|---------------------------------------------------------------------|
 JM0467| PID    Reference Object                     Distance      Geod. Az  |
 JM0467|                                                           dddmmss.s |
 JM0467| JM0468 COACH                               APPROX. 6.2 KM 2932703.8 |
 JM0467|---------------------------------------------------------------------|
 JM0467
 JM0467                          SUPERSEDED SURVEY CONTROL
 JM0467
 JM0467  NAD 83(1992)-  38 55 33.67821(N)    109 01 18.03884(W) AD(       ) 3
 JM0467  NAD 83(1986)-  38 55 33.67936(N)    109 01 18.03931(W) AD(       ) 3
 JM0467  NAD 27      -  38 55 33.77007(N)    109 01 15.64889(W) AD(       ) 3
 JM0467  NGVD 29 (07/19/86) 2315.0    (m)         7595.     (f) VERT ANG       
 JM0467
 JM0467.Superseded values are not recommended for survey control.
 JM0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0467.See file dsdata.txt to determine how the superseded data were derived.
 JM0467
 JM0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ7149210429(NAD 83)
 JM0467_MARKER: DD = SURVEY DISK
 JM0467_SETTING: 66 = SET IN ROCK OUTCROP
 JM0467_SP_SET: SET IN ROCK OUTCROP
 JM0467_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0467+STABILITY: POSITION/ELEVATION WELL
 JM0467
 JM0467  HISTORY     - Date     Condition        Report By
 JM0467  HISTORY     - 1954     MONUMENTED       USGS
 JM0467
 JM0467                          STATION DESCRIPTION
 JM0467
 JM0467'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JM0467'LOCATED ABOUT 18 MI. E. OF CISCO, UTAH, 17 MI. NE. OF JUNCTION OF
 JM0467'DOLORES RIVER AND COLORADO RIVER, 10.0 MI. ENE. OF JUNCTION OF
 JM0467'COACH WASH AND RYAN WASH, 6.0 MI. S. OF LITTLE DOLORES RIVER.
 JM0467'STATION IS ON SW. END OF SHARP, PARTIALLY TIMBERED NE-SW. HOGBACK
 JM0467'WHICH IS LOCATED ON N. END OF PINON MESA.
 JM0467'
 JM0467'STATION MARK--STANDARD TABLET STAMPED ---HOG 1954--- CEMENTED
 JM0467'IN ROCK OUTCROP.
 JM0467'
 JM0467'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 JM0467'1 1954--- CEMENTED IN ROCK OUTCROP, 25.82 FT. FROM STATION MARK,
 JM0467'S 17 DEG 14 MIN W.
 JM0467'
 JM0467'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 JM0467'2 1954--- CEMENTED IN ROCK OUTCROP, 13.37 FT. FROM STATION MARK,
 JM0467'N 46 DEG 36 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0731 ***********************************************************************
 KL0731  DESIGNATION -  HOGBACK
 KL0731  PID         -  KL0731
 KL0731  STATE/COUNTY-  CO/GARFIELD
 KL0731  USGS QUAD   -  HORSE MOUNTAIN (1987)
 KL0731
 KL0731                         *CURRENT SURVEY CONTROL
 KL0731  ___________________________________________________________________
 KL0731* NAD 83(1992)-  39 39 21.08716(N)    107 51 24.46775(W)     ADJUSTED  
 KL0731* NAVD 88     -      2635.9    (meters)    8648.     (feet)  VERTCON   
 KL0731  ___________________________________________________________________
 KL0731  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 KL0731  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 KL0731
 KL0731  HORZ ORDER  -  THIRD
 KL0731
 KL0731.The horizontal coordinates were established by classical geodetic methods
 KL0731.and adjusted by the National Geodetic Survey in January 1993..
 KL0731
 KL0731.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0731
 KL0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0731
 KL0731.The geoid height was determined by GEOID03.
 KL0731
 KL0731;                    North         East     Units Scale Factor Converg.
 KL0731;SPC CO C     -   509,742.980   712,165.378   MT  0.99998273   -1 29 11.1
 KL0731;SPC CO C     - 1,672,381.76  2,336,495.91   sFT  0.99998273   -1 29 11.1
 KL0731;UTM  13      - 4,393,463.102   254,905.898   MT  1.00033964   -1 49 26.6
 KL0731
 KL0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0731!SPC CO C     -   0.99958907  x   0.99998273  =   0.99957180
 KL0731!UTM  13      -   0.99958907  x   1.00033964  =   0.99992857
 KL0731
 KL0731:                Primary Azimuth Mark                     Grid Az
 KL0731:SPC CO C     -  JOLLY                                    352 36 47.4
 KL0731:UTM  13      -  JOLLY                                    352 57 02.9
 KL0731
 KL0731|---------------------------------------------------------------------|
 KL0731| PID    Reference Object                     Distance      Geod. Az  |
 KL0731|                                                           dddmmss.s |
 KL0731| KL0732 JOLLY                               APPROX. 3.4 KM 3510736.3 |
 KL0731|---------------------------------------------------------------------|
 KL0731
 KL0731                          SUPERSEDED SURVEY CONTROL
 KL0731
 KL0731  NAD 83(1986)-  39 39 21.08101(N)    107 51 24.46054(W) AD(       ) 3
 KL0731  NAD 27      -  39 39 21.15966(N)    107 51 22.21394(W) AD(       ) 3
 KL0731  NGVD 29 (07/19/86) 2634.6    (m)         8644.     (f) VERT ANG       
 KL0731
 KL0731.Superseded values are not recommended for survey control.
 KL0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0731.See file dsdata.txt to determine how the superseded data were derived.
 KL0731
 KL0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD5490693463(NAD 83)
 KL0731
 KL0731  HISTORY     - Date     Condition        Report By
 KL0731  HISTORY     - 1945     MONUMENTED       USGS
 KL0731  HISTORY     - 1950     GOOD             USGS
 KL0731
 KL0731                          STATION DESCRIPTION
 KL0731
 KL0731'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (JK)
 KL0731'STATION IS OLD GEOLOGICAL SURVEY STATION SET IN 1945.  NEW DESCRIPTION
 KL0731'FOLLOWS
 KL0731'
 KL0731'STATION IS LOCATED ABOUT 9 MI. N. AND 4 MI. W. OF TOWN OF RIFLE,
 KL0731'COLORADO, IN THE SW. 1/4 SEC. 32, T 4 S, R 93 W, ON A HIGH POINT OF
 KL0731'THE HOGBACK RANGE.
 KL0731'
 KL0731'TO REACH STATION FROM POST OFFICE IN TOWN OF RIFLE, FOLLOW COLORADO
 KL0731'STATE HIGHWAY 13 N. FOR 10 MI. TO A POINT OPPOSITE THE REESE RANCH.
 KL0731'STATION IS ON A HIGH POINT OF THE HOGBACK RANGE TO THE RIGHT OF THE
 KL0731'RD.
 KL0731'
 KL0731'STATION MARK--STANDARD TABLET, STAMPED ---HOGBACK 1945---, CEMENTED IN
 KL0731'SANDSTONE BOULDER.
 KL0731'
 KL0731'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1328 ***********************************************************************
 LL1328  DESIGNATION -  HOGBACK
 LL1328  PID         -  LL1328
 LL1328  STATE/COUNTY-  CO/BOULDER
 LL1328  USGS QUAD   -  HYGIENE (1979)
 LL1328
 LL1328                         *CURRENT SURVEY CONTROL
 LL1328  ___________________________________________________________________
 LL1328* NAD 83(1992)-  40 14 10.00157(N)    105 11 51.14364(W)     ADJUSTED  
 LL1328* NAVD 88     -      1831.9    (meters)    6010.     (feet)  VERTCON   
 LL1328  ___________________________________________________________________
 LL1328  LAPLACE CORR-         -17.49  (seconds)                    DEFLEC99
 LL1328  GEOID HEIGHT-         -15.96  (meters)                     GEOID03
 LL1328
 LL1328  HORZ ORDER  -  THIRD
 LL1328
 LL1328.The horizontal coordinates were established by classical geodetic methods
 LL1328.and adjusted by the National Geodetic Survey in January 1993..
 LL1328
 LL1328.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1328
 LL1328.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1328
 LL1328.The geoid height was determined by GEOID03.
 LL1328
 LL1328;                    North         East     Units Scale Factor Converg.
 LL1328;SPC CO N     -   405,080.418   940,139.725   MT  0.99995688   +0 11 43.5
 LL1328;SPC CO N     - 1,329,001.34  3,084,441.75   sFT  0.99995688   +0 11 43.5
 LL1328;UTM  13      - 4,453,982.538   483,196.268   MT  0.99960348   -0 07 39.4
 LL1328
 LL1328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1328!SPC CO N     -   0.99971521  x   0.99995688  =   0.99967210
 LL1328!UTM  13      -   0.99971521  x   0.99960348  =   0.99931880
 LL1328
 LL1328:                Primary Azimuth Mark                     Grid Az
 LL1328:SPC CO N     -  BHMBH 1                                  193 20 28.7
 LL1328:UTM  13      -  BHMBH 1                                  193 39 51.6
 LL1328
 LL1328|---------------------------------------------------------------------|
 LL1328| PID    Reference Object                     Distance      Geod. Az  |
 LL1328|                                                           dddmmss.s |
 LL1328| LL1329 BHMBH 1                             APPROX.12.0 KM 1933212.2 |
 LL1328|---------------------------------------------------------------------|
 LL1328
 LL1328                          SUPERSEDED SURVEY CONTROL
 LL1328
 LL1328  NAD 83(1986)-  40 14 09.99080(N)    105 11 51.13938(W) AD(       ) 3
 LL1328  NAD 27      -  40 14 10.04261(N)    105 11 49.20346(W) AD(       ) 3
 LL1328  NGVD 29 (07/19/86) 1830.9    (m)         6007.     (f) VERT ANG       
 LL1328
 LL1328.Superseded values are not recommended for survey control.
 LL1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1328.See file dsdata.txt to determine how the superseded data were derived.
 LL1328
 LL1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE8319653983(NAD 83)
 LL1328_MARKER: B = BOLT
 LL1328_SETTING: 66 = SET IN ROCK OUTCROP
 LL1328_SP_SET: SET IN ROCK OUTCROP
 LL1328_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL1328+STABILITY: POSITION/ELEVATION WELL
 LL1328
 LL1328  HISTORY     - Date     Condition        Report By
 LL1328  HISTORY     - 1897     MONUMENTED       USGS
 LL1328  HISTORY     - 1959     GOOD             USGS
 LL1328
 LL1328                          STATION DESCRIPTION
 LL1328
 LL1328'DESCRIBED BY US GEOLOGICAL SURVEY 1897
 LL1328'NOTE--TABLET SET BY CHAPMAN IN 1902 AND OCCUPIED BY TWEEDY IN 1903
 LL1328'AND URQUHART IN 1913 NOT RECOVERED.  TABLET DESCRIBED AS 6.9 FT. FROM
 LL1328'COPPER BOLT.
 LL1328'
 LL1328'STATION IS 3 MI. NNW. (AIRLINE) OF HYGIENE, 4 MI. E. OF LYONS, 5 MI.
 LL1328'NW. OF LONGMONT, ON HIGHEST POINT OF HOGBACK SHAPED RIDGE LOCALLY
 LL1328'KNOWN AS --RABBIT MOUNTAIN--, NEAR MIDDLE OF S. 1/2 OF SEC. 11,
 LL1328'T 3 N, R 70 W.
 LL1328'
 LL1328'TO REACH FROM JUNCTION OF COLORADO HIGHWAYS 66 AND 379, WHICH IS 1.0
 LL1328'MI. N. OF HYGIENE, COLORADO, PROCEED N. ON DIRT RD. 2.0 MI. TO WHERE
 LL1328'RD. TURNS E., THENCE W. ACROSS COUNTRY APPROXIMATELY 1.0 MI. TO
 LL1328'HIGHEST POINT OF FIRST PROMINENT RIDGE, A HIKE OF 45 MINUTES IS
 LL1328'REQUIRED TO REACH THE STATION FROM E. BASE OF RIDGE.
 LL1328'
 LL1328'STATION MARK--COPPER BOLT CEMENTED IN CONGLOMERATE ROCK.
 LL1328'
 LL1328'REFERENCE MARK NO. 1--STANDARD BUREAU OF RECLAMATION BRONZE TABLET,
 LL1328'5.3 FT. E. OF STATION, ARROW CHISELED IN TABLET POINTS TO STATION,
 LL1328'NO DATE OR NUMBER STAMPED ON TABLET, S 71 DEG 24 MIN W.
 LL1328'24 MINUTES.
 LL1328'
 LL1328'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK USGS BRONZE TABLET
 LL1328'SET IN BOULDER, STAMPED ---HOGBACK 2 1949---, 44.5 FT. NNW. OF
 LL1328'STATION, S 18 DEG 26 MIN E.
 LL1328
 LL1328                          STATION RECOVERY (1959)
 LL1328
 LL1328'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959 (RES)
 LL1328'STATION IS 3 MI. (AIRLINE) NNW. OF HYGIENE, 4 MI. E. OF LYONS, 5 MI.
 LL1328'NW. OF LONGMONT, ON HIGHEST POINT OF HOGBACK SHAPED RIDGE, LOCALLY
 LL1328'KNOWN AS RABBIT MOUNTAIN, NEAR MIDDLE OF S. 1/2 OF SEC. 11,
 LL1328'T 3 N, R 70 W.
 LL1328'
 LL1328'TO REACH FROM JUNCTION OF COLORADO HIGHWAYS 66 AND 379, WHICH IS 1.0
 LL1328'MI. N. OF HYGIENE, COLORADO, PROCEED N. ON DIRT RD. 2.0 MI. TO WHERE
 LL1328'RD. TURNS E., THENCE W. ACROSS COUNTRY APPROXIMATELY 1.0 MI. TO
 LL1328'HIGHEST POINT OF FIRST PROMINENT RIDGE, A HIKE OF 45 MINUTES IS
 LL1328'REQUIRED TO REACH THE STATION FROM E. BASE OF RIDGE.
 LL1328'
 LL1328'NOTE--TABLET REPORTED SET BY CHAPMAN IN 1902 AND OCCUPIED BY TWEEDY
 LL1328'IN 1903 AND URQUHART IN 1913, HAS NOT BEEN RECOVERED SINCE 1913.
 LL1328'TABLET WAS DESCRIBED AS 6.9 FT. FROM COPPER BOLT.
 LL1328'
 LL1328'STATION MARK--A COPPER BOLT, CEMENTED IN CONGLOMERATE ROCK.
 LL1328'
 LL1328'REFERENCE MARK NO. 1--STANDARD BUREAU OF RECLAMATION BRONZE TABLET,
 LL1328'5.3 FT. E. OF STATION, ARROW CHISELED IN TABLET POINTS TO STATION,
 LL1328'NO DATE OR NUMBER STAMPED ON TABLET,  S 71 DEG 24 MIN W.
 LL1328'
 LL1328'REFERENCE MARK NO. 2--STANDARD USGS BRONZE REFERENCE MARK TABLET,
 LL1328'SET IN BOULDER, STAMPED ---HOGBACK 2 1949---, 44.5 FT. NNW. OF
 LL1328'STATION, S 18 DEG 26 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0554 ***********************************************************************
 HK0554  DESIGNATION -  HOGBACK
 HK0554  PID         -  HK0554
 HK0554  STATE/COUNTY-  CO/LAS ANIMAS
 HK0554  USGS QUAD   -  BROWN SHEEP CAMP (1993)
 HK0554
 HK0554                         *CURRENT SURVEY CONTROL
 HK0554  ___________________________________________________________________
 HK0554* NAD 83(1992)-  37 23 11.24572(N)    104 05 22.65719(W)     ADJUSTED  
 HK0554* NAVD 88     -      1715.7    (meters)    5629.     (feet)  VERTCON   
 HK0554  ___________________________________________________________________
 HK0554  X           -  -1,235,555.769 (meters)                     COMP
 HK0554  Y           -  -4,922,725.505 (meters)                     COMP
 HK0554  Z           -   3,852,588.650 (meters)                     COMP
 HK0554  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 HK0554  ELLIP HEIGHT-        1695.88  (meters)          (12/03/02) GPS OBS
 HK0554  GEOID HEIGHT-         -19.91  (meters)                     GEOID03
 HK0554
 HK0554  HORZ ORDER  -  FIRST
 HK0554  ELLP ORDER  -  FOURTH    CLASS II
 HK0554
 HK0554.The horizontal coordinates were established by GPS observations
 HK0554.and adjusted by the National Geodetic Survey in December 2002..
 HK0554
 HK0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0554
 HK0554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HK0554
 HK0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0554
 HK0554.The ellipsoidal height was determined by GPS observations
 HK0554.and is referenced to NAD 83.
 HK0554
 HK0554.The geoid height was determined by GEOID03.
 HK0554
 HK0554;                    North         East     Units Scale Factor Converg.
 HK0554;SPC CO S     -   385,628.534 1,039,295.505   MT  0.99997574   +0 51 54.3
 HK0554;SPC CO S     - 1,265,182.95  3,409,755.34   sFT  0.99997574   +0 51 54.3
 HK0554;UTM  13      - 4,138,133.490   580,590.522   MT  0.99968000   +0 33 10.1
 HK0554
 HK0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0554!SPC CO S     -   0.99973394  x   0.99997574  =   0.99970969
 HK0554!UTM  13      -   0.99973394  x   0.99968000  =   0.99941403
 HK0554
 HK0554:                Primary Azimuth Mark                     Grid Az
 HK0554:SPC CO S     -  HOGBACK AZ MK                            120 06 49.1
 HK0554:UTM  13      -  HOGBACK AZ MK                            120 25 33.3
 HK0554
 HK0554|---------------------------------------------------------------------|
 HK0554| PID    Reference Object                     Distance      Geod. Az  |
 HK0554|                                                           dddmmss.s |
 HK0554| HK0555 HOGBACK AZ MK                       APPROX. 0.9 KM 1205843.4 |
 HK0554|---------------------------------------------------------------------|
 HK0554
 HK0554                          SUPERSEDED SURVEY CONTROL
 HK0554
 HK0554  ELLIP H (12/21/93) 1695.89   (m)                       GP(       ) 4 1
 HK0554  NAD 83(1992)-  37 23 11.24590(N)    104 05 22.65730(W) AD(       ) 1
 HK0554  ELLIP H (01/07/93) 1695.89   (m)                       GP(       ) 4 2
 HK0554  NAD 83(1986)-  37 23 11.23243(N)    104 05 22.66917(W) AD(       ) 1
 HK0554  NAD 27      -  37 23 11.19095(N)    104 05 20.76286(W) AD(       ) 1
 HK0554  NGVD 29 (11/20/87) 1714.8    (m)         5626.     (f) GPS OBS        
 HK0554
 HK0554.Superseded values are not recommended for survey control.
 HK0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0554.See file dsdata.txt to determine how the superseded data were derived.
 HK0554
 HK0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB8059138133(NAD 83)
 HK0554_MARKER: DH = HORIZONTAL CONTROL DISK
 HK0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0554_MAGNETIC: N = NO MAGNETIC MATERIAL
 HK0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0554+STABILITY: SURFACE MOTION
 HK0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HK0554+SATELLITE: SATELLITE OBSERVATIONS - June 10, 1986
 HK0554
 HK0554  HISTORY     - Date     Condition        Report By
 HK0554  HISTORY     - 1985     MONUMENTED       USA
 HK0554  HISTORY     - 19860610 GOOD
 HK0554
 HK0554                          STATION DESCRIPTION
 HK0554
 HK0554'DESCRIBED BY US ARMY 1985 (LWD)
 HK0554'THE STATION IS LOCATED ABOUT 85.3 KM (53.0 MI)
 HK0554'SOUTHWEST OF LAJUNTA,
 HK0554'14.5 KM (9.0 MI) EAST-NORTHEAST OF MODEL
 HK0554'ON THE WESTERN END OF A RAZOR BACK RIDGE IN THE SOUTHWESTERN CORNER
 HK0554'OF THE MILITARY RESERVATION.
 HK0554'OWNERSHIP--U.S.ARMY.  CONTACT DIVISION ARTILLERY SURVEY INFORMATION
 HK0554'CENTER, HHB 4TH INFANTRY DIVISION ARTILLERY, FORT CARSON, COLORADO
 HK0554'80913-5428.  TELEPHONE  303-579-2131..
 HK0554'
 HK0554'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 350 AND
 HK0554'COUNTY ROAD 99 IN THE TOWN OF MODEL, LAS ANIMAS COUNTY, COLORADO. GO
 HK0554'NORTHEAST FOR 16.5 KM (10.25 MI) ON HIGHWAY 350 TO THE MAIN
 HK0554'ENTRANCE TO PINON CANYON MANEUVER SITE AND A ROAD RIGHT.
 HK0554'TURN RIGHT AND GO EAST FOR 1.4 KM (0.9 MI) ON MAIN ENTRANCE ROAD TO
 HK0554'A ROAD RIGHT.
 HK0554'TURN RIGHT AND GO SOUTH FOR 0.7 KM (0.45 MI) ON ROAD TO THE
 HK0554'ENTRANCE TO A SOUTHERLY TANK TRAIL ON YOUR LEFT FRONT.  ENTER TANK
 HK0554'TRAIL AND GO SOUTHERLY AND THEN EASTERLY FOR 13.4 KM (8.35 MI) TO
 HK0554'THE INTERSECTION OF A NORTHEAST/SOUTHWEST TANK TRAIL.
 HK0554'TURN RIGHT AND GO SOUTHWEST FOR .8 KM (.5 MI) ON TANK TRAIL TO A
 HK0554'WOODEN BRIDGE AND A TRACK ROAD LEFT.
 HK0554'TURN LEFT AND GO EAST FOR 2.1 KM (1.3 MI) ON TRACK ROAD TO A LARGE
 HK0554'STOCK POND ON THE LEFT, CONTINUE AHEAD EAST AND NORTH AROUND STOCK
 HK0554'POND FOR 1.6 KM (1.0 MI) TO THE TOP OF CANYON AND A FORK IN ROAD.
 HK0554'FOLLOW THE RIGHT FORK AND GO EAST FOR .2 KM (.1 MI) ON TRACK ROAD
 HK0554'TO A GATE IN FENCE.  PASS THROUGH FENCE AND FOLLOW TRACK ROAD SOUTH
 HK0554'THEN EAST FOR .6 KM (.4 MI) TO THE INTERSECTION OF A NORTH/SOUTH
 HK0554'TRACK ROAD.  TURN LEFT, NORTH, FOR .2 KM (.15 MI) TO A TRACK ROAD
 HK0554'RIGHT, CONTINUE AHEAD FOR .4 KM (.25 MI) TO THE END OF THE ROAD AND
 HK0554'THE STATION.
 HK0554'
 HK0554'THE STATION IS A STANDARD NGS DISK
 HK0554'STAMPED---HOGBACK GPS 1985---,
 HK0554'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HK0554'36 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 HK0554'3.6 METERS (11.8 FT) SOUTHWEST FROM AN ORANGE WITNESS POST
 HK0554'3.6 METERS (12.0 FT) SOUTH FROM THE NORTH FACE OF THE HOGBACK
 HK0554'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 HK0554'STAMPED---HOGBACK GPS 1985---,
 HK0554'SET INTO AN IRREGULAR MASS OF CONCRETE .9 METERS BELOW THE SURFACE.
 HK0554'
 HK0554'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 HK0554'STAMPED---HOGBACK GPS N0 1 1985---,
 HK0554'SET INTO A PARTIALLY EXPOSED BOULDER
 HK0554'1.2 M IN DIAMETER
 HK0554'3.3 METERS (10.9 FT) EAST-SOUTHEAST  FROM AN ORANGE WITNESS POST
 HK0554'MARK IS LEVEL WITH THE STATION.
 HK0554'
 HK0554'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 HK0554'STAMPED---HOGBACK GPS N0 2 1985---,
 HK0554'SET INTO A PARTIALLY EXPOSED BOULDER OF 1.0 METERS LARGEST DIMENSION
 HK0554'6.1 METERS (20.1 FT) WEST-NORTHWEST FROM AN ORANGE WITNESS POST
 HK0554'MARK IS .3 METERS ABOVE THE STATION.
 HK0554'
 HK0554'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 HK0554'STAMPED---HOGBACK GPS 1985---,
 HK0554'SET INTO A PARTIALLY EXPOSED BOULDER OF 0.6 M LARGEST DIMENSION
 HK0554'30 METERS (98 FT) SOUTH FROM THE EDGE OF THE RIDGE LINE
 HK0554'TO REACH THE AZIMUTH FROM THE STATION,
 HK0554'GO SOUTH FOR .4 KM (.25 MI) ON TRACK ROAD TO A TRACK ROAD LEFT.
 HK0554'TURN LEFT, EAST, FOR .8 KM ( .5 MI) TO A TRACK RAOD LEFT.  TURN
 HK0554'LEFT, NORTH, FOR .3 KM ( .2 MI) TO THE NORTH EDGE OF THE HOGBACK, A
 HK0554'HIGH POINT OF GROUND AND THE AZIMUTH MARK..
 HK0554'
 HK0554'DESCRIBED BY JAC.
 HK0554
 HK0554                          STATION RECOVERY (1986)
 HK0554
 HK0554'RECOVERED 1986
 HK0554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0598 ***********************************************************************
 KJ0598  DESIGNATION -  HOHOL
 KJ0598  PID         -  KJ0598
 KJ0598  STATE/COUNTY-  CO/KIT CARSON
 KJ0598  USGS QUAD   -  SOUTH OF BURLINGTON (1970)
 KJ0598
 KJ0598                         *CURRENT SURVEY CONTROL
 KJ0598  ___________________________________________________________________
 KJ0598* NAD 83(1992)-  39 13 04.89838(N)    102 16 39.27884(W)     ADJUSTED  
 KJ0598* NAVD 88     -      1276.9    (meters)    4189.     (feet)  GPS OBS   
 KJ0598  ___________________________________________________________________
 KJ0598  X           -  -1,052,401.441 (meters)                     COMP
 KJ0598  Y           -  -4,835,840.454 (meters)                     COMP
 KJ0598  Z           -   4,011,891.475 (meters)                     COMP
 KJ0598  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 KJ0598  ELLIP HEIGHT-        1253.84  (meters)          (12/03/02) GPS OBS
 KJ0598  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 KJ0598
 KJ0598  HORZ ORDER  -  FIRST
 KJ0598  ELLP ORDER  -  FOURTH    CLASS II
 KJ0598
 KJ0598.The horizontal coordinates were established by GPS observations
 KJ0598.and adjusted by the National Geodetic Survey in November 1993..
 KJ0598
 KJ0598.The orthometric height was determined by GPS observations and a
 KJ0598.high-resolution geoid model.
 KJ0598
 KJ0598.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KJ0598
 KJ0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0598
 KJ0598.The ellipsoidal height was determined by GPS observations
 KJ0598.and is referenced to NAD 83.
 KJ0598
 KJ0598.The geoid height was determined by GEOID03.
 KJ0598
 KJ0598;                    North         East     Units Scale Factor Converg.
 KJ0598;SPC CO C     -   463,446.908 1,192,614.377   MT  0.99993799   +2 01 56.5
 KJ0598;SPC CO C     - 1,520,492.06  3,912,769.00   sFT  0.99993799   +2 01 56.5
 KJ0598;UTM  13      - 4,344,503.725   735,032.070   MT  1.00028022   +1 43 19.6
 KJ0598
 KJ0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0598!SPC CO C     -   0.99980332  x   0.99993799  =   0.99974132
 KJ0598!UTM  13      -   0.99980332  x   1.00028022  =   1.00008349
 KJ0598
 KJ0598                          SUPERSEDED SURVEY CONTROL
 KJ0598
 KJ0598  NAD 83(1986)-  39 13 04.89850(N)    102 16 39.27813(W) AD(       ) 1
 KJ0598  ELLIP H (09/13/93) 1253.82   (m)                       GP(       ) 3 1
 KJ0598
 KJ0598.Superseded values are not recommended for survey control.
 KJ0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0598.See file dsdata.txt to determine how the superseded data were derived.
 KJ0598
 KJ0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD3503244504(NAD 83)
 KJ0598_MARKER: I = METAL ROD
 KJ0598_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KJ0598_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KJ0598_STAMPING: HOHOL 1992
 KJ0598_MARK LOGO: NGS   
 KJ0598_MAGNETIC: I = MARKER IS A STEEL ROD
 KJ0598_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KJ0598+STABILITY: POSITION/ELEVATION WELL
 KJ0598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0598+SATELLITE: SATELLITE OBSERVATIONS - 1992
 KJ0598
 KJ0598  HISTORY     - Date     Condition        Report By
 KJ0598  HISTORY     - 1992     MONUMENTED       CODH
 KJ0598
 KJ0598                          STATION DESCRIPTION
 KJ0598
 KJ0598'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1992
 KJ0598'THE STATION IS LOCATED ABOUT 31.2 MI (50.21 KM) NORTH OF CHEYENNE
 KJ0598'WELLS, 5.2 MI (8.37 KM) SOUTH OF BURLINGTON, 0.4 MI (0.64 KM) NORTH
 KJ0598'OF MIDDLE BEAVER CREEK, IN THE SOUTHWEST 1/4 OF SECTION 36, T 9 S, R
 KJ0598'44 W, AT U.S. HIGHWAY 385 MILEPOST 182.10.  OWNERSHIP--COLORADO
 KJ0598'DEPARTMENT OF TRANSPORTATION.
 KJ0598'TO REACH THE STATION FROM THE OVERPASS OF U.S. HIGHWAY 385 AND
 KJ0598'INTERSTATE 70 AT THE SOUTHWEST EDGE OF BURLINGTON, GO SOUTH ON U.S.
 KJ0598'HIGHWAY 385 FOR 5.25 MI (8.45 KM) TO THE STATION ON THE LEFT.
 KJ0598'THE STATION MARK IS A PUNCH MARK IN THE TOP CENTER OF A STEEL ROD IN A
 KJ0598'PVC PIPE WITH A LOGO CAP SET IN A ROUND CONCRETE SLEEVE FLUSH WITH
 KJ0598'THE GROUND. IT IS 147.2 FT (44.87 M) NORTH OF A POWER POLE, 84.6 FT
 KJ0598'(25.79 M) SOUTH OF A POWER POLE, 55.5 FT (16.92 M) EAST OF THE
 KJ0598'CENTERLINE OF U.S. HIGHWAY 385, 51.0 FT (15.54 M) SOUTH OF THE
 KJ0598'EXTENDED CENTER OF A FIELD ACCESS ROAD ON THE WEST SIDE OF U.S.
 KJ0598'HIGHWAY 385, 8.9 FT (2.71 M) WEST OF THE EAST RIGHT-OF-WAY FENCE, 2.5
 KJ0598'FT (0.76 M) NORTH OF A WITNESS POST AND 2.4 FT (0.73 M) SOUTH OF A
 KJ0598'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1257 ***********************************************************************
 JK1257  DESIGNATION -  HOLBERT
 JK1257  PID         -  JK1257
 JK1257  STATE/COUNTY-  CO/FREMONT
 JK1257  USGS QUAD   -  PHANTOM CANYON (1954)
 JK1257
 JK1257                         *CURRENT SURVEY CONTROL
 JK1257  ___________________________________________________________________
 JK1257* NAD 83(1992)-  38 34 15.06758(N)    105 03 43.19023(W)     ADJUSTED  
 JK1257* NAVD 88     -      2502.2    (meters)    8209.     (feet)  VERTCON   
 JK1257  ___________________________________________________________________
 JK1257  LAPLACE CORR-         -10.84  (seconds)                    DEFLEC99
 JK1257  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 JK1257
 JK1257  HORZ ORDER  -  THIRD
 JK1257
 JK1257.The horizontal coordinates were established by classical geodetic methods
 JK1257.and adjusted by the National Geodetic Survey in January 1993..
 JK1257
 JK1257.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1257
 JK1257.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1257
 JK1257.The geoid height was determined by GEOID03.
 JK1257
 JK1257;                    North         East     Units Scale Factor Converg.
 JK1257;SPC CO C     -   386,762.737   952,571.588   MT  0.99997844   +0 16 34.5
 JK1257;SPC CO C     - 1,268,904.08  3,125,228.62   sFT  0.99997844   +0 16 34.5
 JK1257;UTM  13      - 4,269,157.156   494,599.268   MT  0.99960036   -0 02 19.2
 JK1257
 JK1257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1257!SPC CO C     -   0.99961010  x   0.99997844  =   0.99958855
 JK1257!UTM  13      -   0.99961010  x   0.99960036  =   0.99921061
 JK1257
 JK1257:                Primary Azimuth Mark                     Grid Az
 JK1257:SPC CO C     -  WILD                                     116 39 02.5
 JK1257:UTM  13      -  WILD                                     116 57 56.2
 JK1257
 JK1257|---------------------------------------------------------------------|
 JK1257| PID    Reference Object                     Distance      Geod. Az  |
 JK1257|                                                           dddmmss.s |
 JK1257| JK1193 WILD                                APPROX.13.0 KM 1165537.0 |
 JK1257|---------------------------------------------------------------------|
 JK1257
 JK1257                          SUPERSEDED SURVEY CONTROL
 JK1257
 JK1257  NAD 83(1986)-  38 34 15.05677(N)    105 03 43.19150(W) AD(       ) 3
 JK1257  NAD 27      -  38 34 15.04400(N)    105 03 41.22888(W) AD(       ) 3
 JK1257  NGVD 29 (07/19/86) 2501.1    (m)         8206.     (f) VERT ANG       
 JK1257
 JK1257.Superseded values are not recommended for survey control.
 JK1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1257.See file dsdata.txt to determine how the superseded data were derived.
 JK1257
 JK1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC9459969157(NAD 83)
 JK1257_MARKER: DD = SURVEY DISK
 JK1257_SETTING: 66 = SET IN ROCK OUTCROP
 JK1257
 JK1257  HISTORY     - Date     Condition        Report By
 JK1257  HISTORY     - 1940     MONUMENTED       USGS
 JK1257  HISTORY     - 1947     GOOD             USGS
 JK1257  HISTORY     - 1952     GOOD             USGS
 JK1257  HISTORY     - 1953     GOOD             USGS
 JK1257
 JK1257                          STATION DESCRIPTION
 JK1257
 JK1257'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JK1257'RECOVERED AS DESCRIBED.
 JK1257
 JK1257                          STATION RECOVERY (1952)
 JK1257
 JK1257'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 JK1257'RECOVERED AS DESCRIBED.
 JK1257
 JK1257                          STATION RECOVERY (1953)
 JK1257
 JK1257'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 JK1257'STATION IS LOCATED ON ROUND TOP HILL, ABOUT 1.5 MI. E. OF HOLBERT,
 JK1257'COLORADO, A WELL KNOWN POINT ON EAST EIGHT MILE CREEK, IN NW. 1/4
 JK1257'SEC. 13, T 17 S, R 69 W.
 JK1257'
 JK1257'STATION IS BEST REACHED FROM THE JUNCTION OF STATE HIGHWAY 67 AND
 JK1257'STATE HIGHWAY 120, GO N. ON STATE HIGHWAY 67 UP EIGHT MILE CREEK
 JK1257'11.9 MI., THENCE UP EAST EIGHT MILE CREEK ON A RANCH RD. TO HOLBERT
 JK1257'CABIN, TURN E. UP SIDE CANYON ON A DIM RD. 0.75 MI. TO STATION.
 JK1257'STATION IS ABOUT 0.75 MI. SE. OF THIS POINT.
 JK1257'
 JK1257'STATION MARK--STANDARD BRONZE STATION TABLET, CEMENTED IN ROCK IN
 JK1257'PLACE, STAMPED ---HOLBERT R 1940---.
 JK1257'
 JK1257'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE TABLET, CEMENTED IN
 JK1257'ROCK IN PLACE, STAMPED ---NO. 1---, DISTANCE 30.32 FT.,
 JK1257'S 87 DEG 58 MIN W, FROM STATION.
 JK1257'
 JK1257'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE TABLET, CEMENTED IN
 JK1257'ROCK IN PLACE, STAMPED ---NO. 2---, DISTANCE 10.10 FT.,
 JK1257'N 04 DEG 52 MIN E, FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1614 ***********************************************************************
 KK1614  DESIGNATION -  HOLCOLM HILLS
 KK1614  PID         -  KK1614
 KK1614  STATE/COUNTY-  CO/EL PASO
 KK1614  USGS QUAD   -  CALHAN (1970)
 KK1614
 KK1614                         *CURRENT SURVEY CONTROL
 KK1614  ___________________________________________________________________
 KK1614* NAD 83(1992)-  39 00 07.84298(N)    104 19 01.65823(W)     ADJUSTED  
 KK1614* NAVD 88     -      2140.0    (meters)    7021.     (feet)  VERTCON   
 KK1614  ___________________________________________________________________
 KK1614  LAPLACE CORR-          -4.52  (seconds)                    DEFLEC99
 KK1614  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 KK1614
 KK1614  HORZ ORDER  -  FIRST
 KK1614
 KK1614.The horizontal coordinates were established by classical geodetic methods
 KK1614.and adjusted by the National Geodetic Survey in January 1993..
 KK1614
 KK1614.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1614
 KK1614.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1614
 KK1614.The geoid height was determined by GEOID03.
 KK1614
 KK1614;                    North         East     Units Scale Factor Converg.
 KK1614;SPC CO C     -   435,217.672 1,016,857.386   MT  0.99993739   +0 44 45.7
 KK1614;SPC CO C     - 1,427,876.65  3,336,139.61   sFT  0.99993739   +0 44 45.7
 KK1614;UTM  13      - 4,317,240.112   559,129.627   MT  0.99964305   +0 25 47.2
 KK1614
 KK1614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1614!SPC CO C     -   0.99966726  x   0.99993739  =   0.99960467
 KK1614!UTM  13      -   0.99966726  x   0.99964305  =   0.99931042
 KK1614
 KK1614                          SUPERSEDED SURVEY CONTROL
 KK1614
 KK1614  NAD 83(1986)-  39 00 07.83562(N)    104 19 01.65382(W) AD(       ) 1
 KK1614  NAD 27      -  39 00 07.86400(N)    104 18 59.79700(W) AD(       ) 1
 KK1614  NGVD 29 (07/19/86) 2138.9    (m)         7017.     (f) VERT ANG       
 KK1614
 KK1614.Superseded values are not recommended for survey control.
 KK1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1614.See file dsdata.txt to determine how the superseded data were derived.
 KK1614
 KK1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED5913017240(NAD 83)
 KK1614_MARKER: Z = SEE DESCRIPTION
 KK1614_SETTING: 0 = UNSPECIFIED SETTING
 KK1614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1614
 KK1614  HISTORY     - Date     Condition        Report By
 KK1614  HISTORY     - 1880     MONUMENTED       CGS
 KK1614  HISTORY     - 1970     SEE DESCRIPTION  NGS
 KK1614
 KK1614                          STATION DESCRIPTION
 KK1614
 KK1614'DESCRIBED BY COAST AND GEODETIC SURVEY 1880 (OHT)
 KK1614'REPORTED IN 1922 AS LOST.
 KK1614
 KK1614                          STATION RECOVERY (1970)
 KK1614
 KK1614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (EOM)
 KK1614'A SEARCH WAS MADE IN THE AREA DESCRIBED AND THE STATION WAS
 KK1614'FOUND DESTROYED.  THE LARGE IRREGULAR SURFACE BOULDER WAS
 KK1614'FOUND OUT OF PLACE AND THE UNDERGROUND BOULDER WITH LEAD BOLT
 KK1614'HAS BEEN REMOVED.  THE REFERENCE STONES ARE MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0998 ***********************************************************************
 JK0998  DESIGNATION -  HOLCOM
 JK0998  PID         -  JK0998
 JK0998  STATE/COUNTY-  CO/EL PASO
 JK0998  USGS QUAD   -  HOLCOLM HILLS (1973)
 JK0998
 JK0998                         *CURRENT SURVEY CONTROL
 JK0998  ___________________________________________________________________
 JK0998* NAD 83(1992)-  38 57 15.30369(N)    104 17 51.61695(W)     ADJUSTED  
 JK0998* NAVD 88     -      2093.     (meters)    6867.     (feet)  SCALED    
 JK0998  ___________________________________________________________________
 JK0998  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 JK0998  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 JK0998
 JK0998  HORZ ORDER  -  THIRD
 JK0998
 JK0998.The horizontal coordinates were established by classical geodetic methods
 JK0998.and adjusted by the National Geodetic Survey in January 1993..
 JK0998
 JK0998.The orthometric height was scaled from a topographic map.
 JK0998
 JK0998.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0998
 JK0998.The geoid height was determined by GEOID03.
 JK0998
 JK0998;                    North         East     Units Scale Factor Converg.
 JK0998;SPC CO C     -   429,919.906 1,018,612.890   MT  0.99993917   +0 45 29.9
 JK0998;SPC CO C     - 1,410,495.56  3,341,899.12   sFT  0.99993917   +0 45 29.9
 JK0998;UTM  13      - 4,311,934.290   560,855.334   MT  0.99964560   +0 26 29.6
 JK0998
 JK0998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0998!SPC CO C     -   0.99967463  x   0.99993917  =   0.99961382
 JK0998!UTM  13      -   0.99967463  x   0.99964560  =   0.99932035
 JK0998
 JK0998:                Primary Azimuth Mark                     Grid Az
 JK0998:SPC CO C     -  DRY                                      179 18 44.5
 JK0998:UTM  13      -  DRY                                      179 37 44.8
 JK0998
 JK0998|---------------------------------------------------------------------|
 JK0998| PID    Reference Object                     Distance      Geod. Az  |
 JK0998|                                                           dddmmss.s |
 JK0998| JK1000 DRY                                 APPROX.12.6 KM 1800414.4 |
 JK0998|---------------------------------------------------------------------|
 JK0998
 JK0998                          SUPERSEDED SURVEY CONTROL
 JK0998
 JK0998  NAD 83(1986)-  38 57 15.29699(N)    104 17 51.60576(W) AD(       ) 3
 JK0998  NAD 27      -  38 57 15.32711(N)    104 17 49.75082(W) AD(       ) 3
 JK0998
 JK0998.Superseded values are not recommended for survey control.
 JK0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0998.See file dsdata.txt to determine how the superseded data were derived.
 JK0998
 JK0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED6085511934(NAD 83)
 JK0998
 JK0998  HISTORY     - Date     Condition        Report By
 JK0998  HISTORY     - 1939     MONUMENTED       USGS
 JK0998  HISTORY     - 1973     GOOD             USGS
 JK0998
 JK0998                          STATION DESCRIPTION
 JK0998
 JK0998'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 JK0998'STATION IS LOCATED IN THE NE. 1/4 OF NE. 1/4 OF SEC. 2, T 13 S,
 JK0998'R 62 W, IT IS BEST REACHED FROM FALCON, COLORADO, TOWN ON ROCK ISLAND
 JK0998'RAILROAD.  GO NE. ON U.S. HIGHWAY 25 2.1 MI. TO CROSSROADS, TURN E. ON
 JK0998'COUNTY RD., FOLLOW SAID RD. 14.7 MI. TO POINT WHERE RD. GOES OVER
 JK0998'HOLCOLM HILLS.  THE STATION IS LOCATED IN THE S. CENTER OF AN ACRE
 JK0998'PLOT OF LAND, AROUND WHICH HIGHWAY FENCE OFFSETS, 91 FT. S. OF HIGHWAY
 JK0998'AND 27.3 FT. SE. OF SE. CORNER OF CONCRETE WATER TANK AT WINDMILL.
 JK0998'
 JK0998'STATION MARK--STANDARD BRONZE TABLET CEMENTED IN A ROCK SET NEARLY
 JK0998'FLUSH WITH THE GROUND, STAMPED ---HOLCOLM R 1939---.
 JK0998'
 JK0998'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK CEMENTED IN SE. CORNER
 JK0998'OF CONCRETE WATER TANK AND STAMPED ---NO. 1---, 27.3 FT. FROM STATION
 JK0998'MARK, S 73 DEG 40 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0284 ***********************************************************************
 HJ0284  DESIGNATION -  HOLLY
 HJ0284  PID         -  HJ0284
 HJ0284  STATE/COUNTY-  CO/PROWERS
 HJ0284  USGS QUAD   -  DURKEE CREEK NW (1966)
 HJ0284
 HJ0284                         *CURRENT SURVEY CONTROL
 HJ0284  ___________________________________________________________________
 HJ0284* NAD 83(1992)-  37 59 30.40251(N)    102 07 34.45401(W)     ADJUSTED  
 HJ0284* NAVD 88     -      1079.448  (meters)    3541.49   (feet)  ADJUSTED  
 HJ0284  ___________________________________________________________________
 HJ0284  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 HJ0284  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 HJ0284  DYNAMIC HT  -        1078.434 (meters)    3538.16  (feet)  COMP
 HJ0284  MODELED GRAV-     979,653.5   (mgal)                       NAVD 88
 HJ0284
 HJ0284  HORZ ORDER  -  SECOND
 HJ0284  VERT ORDER  -  FIRST     CLASS II
 HJ0284
 HJ0284.The horizontal coordinates were established by classical geodetic methods
 HJ0284.and adjusted by the National Geodetic Survey in January 1993..
 HJ0284
 HJ0284.The orthometric height was determined by differential leveling
 HJ0284.and adjusted by the National Geodetic Survey in July 2002..
 HJ0284
 HJ0284.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0284
 HJ0284.The geoid height was determined by GEOID03.
 HJ0284
 HJ0284.The dynamic height is computed by dividing the NAVD 88
 HJ0284.geopotential number by the normal gravity value computed on the
 HJ0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0284.degrees latitude (g = 980.6199 gals.).
 HJ0284
 HJ0284.The modeled gravity was interpolated from observed gravity values.
 HJ0284
 HJ0284;                    North         East     Units Scale Factor Converg.
 HJ0284;SPC CO S     -   457,218.536 1,210,681.306   MT  0.99994917   +2 04 09.8
 HJ0284;SPC CO S     - 1,500,057.81  3,972,043.58   sFT  0.99994917   +2 04 09.8
 HJ0284;SPC KS S     -   553,260.818    81,563.549   MT  0.99993675   -2 13 42.3
 HJ0284;UTM  13      - 4,208,800.374   752,362.729   MT  1.00038446   +1 46 11.5
 HJ0284
 HJ0284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0284!SPC CO S     -   0.99983441  x   0.99994917  =   0.99978359
 HJ0284!SPC KS S     -   0.99983441  x   0.99993675  =   0.99977117
 HJ0284!UTM  13      -   0.99983441  x   1.00038446  =   1.00021880
 HJ0284
 HJ0284:                Primary Azimuth Mark                     Grid Az
 HJ0284:SPC CO S     -  HOLLY MUNICIPAL TANK                     002 23 44.0
 HJ0284:SPC KS S     -  HOLLY MUNICIPAL TANK                     006 41 36.1
 HJ0284:UTM  13      -  HOLLY MUNICIPAL TANK                     002 41 42.3
 HJ0284
 HJ0284|---------------------------------------------------------------------|
 HJ0284| PID    Reference Object                     Distance      Geod. Az  |
 HJ0284|                                                           dddmmss.s |
 HJ0284| JJ0784 HOLLY MUNICIPAL TANK                APPROX. 6.4 KM 0042753.8 |
 HJ0284| JJ0779 HOLLY SE COL COOP ELEV              APPROX. 6.5 KM 0051155.7 |
 HJ0284| JJ0780 HOLLY ELEVATOR CO GRAIN ELEV        APPROX. 6.5 KM 0062420.8 |
 HJ0284| CM8786 HOLLY RM 1                           35.670 METERS 00946     |
 HJ0284| JJ0783 COOLIDGE SULLIVAN INC ELEVATOR      APPROX.11.2 KM 0611805.0 |
 HJ0284| JJ0785 COOLIDGE SE COLORADO COOP ELEV      APPROX.11.5 KM 0623226.2 |
 HJ0284| CM8787 HOLLY RM 2                           33.743 METERS 09310     |
 HJ0284| AE4780 HOLLY AZ MK                                        0933330.1 |
 HJ0284|---------------------------------------------------------------------|
 HJ0284
 HJ0284                          SUPERSEDED SURVEY CONTROL
 HJ0284
 HJ0284  NAD 83(1986)-  37 59 30.40275(N)    102 07 34.45000(W) AD(       ) 2
 HJ0284  NAD 27      -  37 59 30.36300(N)    102 07 32.78138(W) AD(       ) 2
 HJ0284  NGVD 29 (07/19/86) 1079.     (m)         3540.     (f) VERT ANG       
 HJ0284
 HJ0284.Superseded values are not recommended for survey control.
 HJ0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0284.See file dsdata.txt to determine how the superseded data were derived.
 HJ0284
 HJ0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC5236308800(NAD 83)
 HJ0284_MARKER: DE = TRAVERSE STATION DISK
 HJ0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0284_STAMPING: HOLLY 1949
 HJ0284_MARK LOGO: USGS  
 HJ0284_MAGNETIC: N = NO MAGNETIC MATERIAL
 HJ0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0284+STABILITY: SURFACE MOTION
 HJ0284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HJ0284+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1997
 HJ0284
 HJ0284  HISTORY     - Date     Condition        Report By
 HJ0284  HISTORY     - 1949     MONUMENTED       USGS
 HJ0284  HISTORY     - 1954     GOOD             USGS
 HJ0284  HISTORY     - 1954     GOOD             NGS
 HJ0284  HISTORY     - 19971004 GOOD             NGS
 HJ0284
 HJ0284                          STATION DESCRIPTION
 HJ0284
 HJ0284'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (WRH)
 HJ0284'THE STATION IS LOCATED AIRLINE, ABOUT 4 MILES SOUTH OF HOLLY
 HJ0284'AND 0.6 MILE WEST OF STATE HIGHWAY 89 ON A SMALL SAGE BRUSH
 HJ0284'COVERED HILL WHICH IS USED AS GRAZING LAND.
 HJ0284'
 HJ0284'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 HJ0284'DISK STAMPED HOLLY 1949 SET IN TOP OF A 6-INCH SQUARE
 HJ0284'CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES ABOVE THE
 HJ0284'GROUND.  IT IS 70 FEET NORTH OF AN EAST-WEST POWER LINE.
 HJ0284'
 HJ0284'REFERENCE MARK NUMBER ONE IS A STANDARD U.S. GEOLOGICAL SURVEY
 HJ0284'REFERENCE MARK DISK STAMPED HOLLY NO 1 1949 SET IN TOP OF AN
 HJ0284'8-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES
 HJ0284'ABOVE THE GROUND AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 HJ0284'
 HJ0284'REFERENCE MARK NUMBER TWO IS A STANDARD U.S. GEOLOGICAL
 HJ0284'SURVEY REFERENCE MARK DISK STAMPED HOLLY NO 2 1949 SET IN
 HJ0284'TOP OF AN 8-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 HJ0284'4 INCHES ABOVE THE GROUND AND IS ABOUT 1 FOOT LOWER THAN THE
 HJ0284'STATION.
 HJ0284'
 HJ0284'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HOLLY
 HJ0284'USGS 1954 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HJ0284'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 1 FOOT
 HJ0284'WEST OF A POWER LINE POLE WITH A TRIANGULAR BLAZE.
 HJ0284'
 HJ0284'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 HJ0284'STATE HIGHWAY 89 IN HOLLY, GO SOUTH ON STATE HIGHWAY 89 FOR 3.7
 HJ0284'MILES TO AN ENTRANCE ROAD TO A FARM HOUSE.  TURN RIGHT AND
 HJ0284'GO 0.1 MILE TO THE FARM HOUSE.  PASS TO THE RIGHT OF THE FARM
 HJ0284'HOUSE.  TURN LEFT, PASS THROUGH TWO GATES AND GO SOUTH ACROSS
 HJ0284'THE PASTURE LAND FOR 0.4 MILE TO A POWER LINE POLE WITH A
 HJ0284'TRIANGULAR BLAZE AND THE AZIMUTH MARK ON A SMALL KNOLL.  TURN RIGHT
 HJ0284'AND GO WEST FOLLOWING THE POWER LINE FOR 0.5 MILE TO
 HJ0284'THE TOP OF A SMALL HILL AND THE STATION.
 HJ0284'
 HJ0284'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 HJ0284
 HJ0284                          STATION RECOVERY (1954)
 HJ0284
 HJ0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 HJ0284'STATION MARK--STANDARD USGS TABLET CEMENTED IN CONCRETE MONUMENT,
 HJ0284'STAMPED ---HOLLY 1949---.
 HJ0284'
 HJ0284'REFERENCE MARKS--NONE.
 HJ0284
 HJ0284                          STATION RECOVERY (1997)
 HJ0284
 HJ0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 HJ0284'6.0 KM (3.70 MI) SOUTHERLY ALONG STATE HIGHWAY 89 FROM THE JUNCTION OF
 HJ0284'U.S.  HIGHWAY 50 IN HOLLY, THENCE 0.8 KM (0.50 MI) WESTERLY ALONG A
 HJ0284'DIRT ROAD, THENCE 0.8 KM (0.50 MI) SOUTHERLY ALONG A TRACK ROAD, 71.2
 HJ0284'M (233.6 FT) SOUTHWEST OF THE MOST SOUTHERLY OF 3 ANTENNA, 22.1 M
 HJ0284'(72.5 FT) NORTH OF A UTILITY POLE, 8.4 M (27.6 FT) NORTH OF A FENCE,
 HJ0284'3.7 M (12.1 FT) EAST OF A FENCE, 0.3 M (1.0 FT) WEST OF A WITNESS
 HJ0284'POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 HJ0284'SURFACE.  NOTE--THE MARK IS ON PROPERTY OWNED BY LAURENE WILLIAMS,
 HJ0284'WESTMINSTER, CO.  CONTACT--ROY BURNS, 35750 COUNTY ROAD DD, HOLLY, CO
 HJ0284'81047, TELEPHONE (719) 537-6778.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4780 ***********************************************************************
 AE4780  DESIGNATION -  HOLLY AZ MK
 AE4780  PID         -  AE4780
 AE4780  STATE/COUNTY-  CO/PROWERS
 AE4780  USGS QUAD   -  DURKEE CREEK NE (1966)
 AE4780
 AE4780                         *CURRENT SURVEY CONTROL
 AE4780  ___________________________________________________________________
 AE4780* NAD 83(1986)-  37 59 30.     (N)    102 07 08.     (W)     SCALED    
 AE4780* NAVD 88     -      1067.378  (meters)    3501.89   (feet)  ADJUSTED  
 AE4780  ___________________________________________________________________
 AE4780  GEOID HEIGHT-         -23.98  (meters)                     GEOID03
 AE4780  DYNAMIC HT  -        1066.376 (meters)    3498.60  (feet)  COMP
 AE4780  MODELED GRAV-     979,653.9   (mgal)                       NAVD 88
 AE4780
 AE4780  VERT ORDER  -  FIRST     CLASS II
 AE4780
 AE4780.The horizontal coordinates were scaled from a topographic map and have
 AE4780.an estimated accuracy of +/- 6 seconds.
 AE4780
 AE4780.The orthometric height was determined by differential leveling
 AE4780.and adjusted by the National Geodetic Survey in July 2002..
 AE4780
 AE4780.The geoid height was determined by GEOID03.
 AE4780
 AE4780.The dynamic height is computed by dividing the NAVD 88
 AE4780.geopotential number by the normal gravity value computed on the
 AE4780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4780.degrees latitude (g = 980.6199 gals.).
 AE4780
 AE4780.The modeled gravity was interpolated from observed gravity values.
 AE4780
 AE4780;                    North         East    Units  Estimated Accuracy
 AE4780;SPC CO S     -   457,230.    1,211,330.      MT  (+/- 180 meters Scaled)
 AE4780
 AE4780                          SUPERSEDED SURVEY CONTROL
 AE4780
 AE4780.No superseded survey control is available for this station.
 AE4780
 AE4780_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC530088(NAD 83)
 AE4780_MARKER: DZ = AZIMUTH MARK DISK
 AE4780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4780_STAMPING: HOLLY USGS 1954
 AE4780_MARK LOGO: CGS   
 AE4780_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE4780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4780+STABILITY: SURFACE MOTION
 AE4780_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE4780+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1997
 AE4780
 AE4780  HISTORY     - Date     Condition        Report By
 AE4780  HISTORY     - 1954     MONUMENTED       CGS
 AE4780  HISTORY     - 19971004 GOOD             NGS
 AE4780
 AE4780                          STATION DESCRIPTION
 AE4780
 AE4780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 AE4780'6.9 KM (4.30 MI) SOUTHERLY ALONG STATE HIGHWAY 89 FROM THE JUNCTION OF
 AE4780'U.S.  HIGHWAY 50 IN HOLLY, 107.8 M (353.7 FT) WEST OF THE HIGHWAY
 AE4780'CENTERLINE, 85.8 M (281.5 FT) WEST OF A FENCE, 0.4 M (1.3 FT) WEST OF
 AE4780'THE 2ND UTILITY POLE WEST OF THE HIGHWAY, AND THE MONUMENT PROJECTS
 AE4780'0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MARK IS ON
 AE4780'PROPERTY OWNED BY LAURENE WILLIAMS, WESTMINSTER, CO.  CONTACT--ROY
 AE4780'BURNS, 35750 COUNTY ROAD DD, HOLLY, CO 81047, TELEPHONE (719)
 AE4780'537-6778.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0780 ***********************************************************************
 JJ0780  DESIGNATION -  HOLLY ELEVATOR CO GRAIN ELEV
 JJ0780  PID         -  JJ0780
 JJ0780  STATE/COUNTY-  CO/PROWERS
 JJ0780  USGS QUAD   -  HOLLY EAST (1978)
 JJ0780
 JJ0780                         *CURRENT SURVEY CONTROL
 JJ0780  ___________________________________________________________________
 JJ0780* NAD 83(1992)-  38 02 58.91662(N)    102 07 04.85004(W)     ADJUSTED  
 JJ0780* NAVD 88     -                                                        
 JJ0780  ___________________________________________________________________
 JJ0780  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 JJ0780  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 JJ0780
 JJ0780  HORZ ORDER  -  THIRD
 JJ0780
 JJ0780.The horizontal coordinates were established by classical geodetic methods
 JJ0780.and adjusted by the National Geodetic Survey in January 1993..
 JJ0780
 JJ0780
 JJ0780.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0780
 JJ0780.The geoid height was determined by GEOID03.
 JJ0780
 JJ0780;                    North         East     Units Scale Factor Converg.
 JJ0780;SPC CO S     -   463,669.124 1,211,170.448   MT  0.99995245   +2 04 28.0
 JJ0780;SPC CO S     - 1,521,221.12  3,973,648.38   sFT  0.99995245   +2 04 28.0
 JJ0780;SPC KS S     -   559,656.527    82,534.714   MT  0.99993857   -2 13 24.1
 JJ0780;UTM  13      - 4,215,251.135   752,885.683   MT  1.00038771   +1 46 38.1
 JJ0780
 JJ0780                          SUPERSEDED SURVEY CONTROL
 JJ0780
 JJ0780  NAD 83(1986)-  38 02 58.91799(N)    102 07 04.84654(W) AD(       ) 4
 JJ0780  NAD 27      -  38 02 58.86964(N)    102 07 03.17734(W) AD(       ) 3
 JJ0780
 JJ0780.Superseded values are not recommended for survey control.
 JJ0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0780.See file dsdata.txt to determine how the superseded data were derived.
 JJ0780
 JJ0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC5288615251(NAD 83)
 JJ0780_MARKER: 65 = GRAIN ELEVATOR
 JJ0780
 JJ0780  HISTORY     - Date     Condition        Report By
 JJ0780  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0780
 JJ0780                          STATION DESCRIPTION
 JJ0780
 JJ0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0780'THE STATION IS LOCATED IN THE SOUTHEAST PART OF THE TOWN OF HOLLY,
 JJ0780'SOUTH OF THE RAILROAD TRACKS AND JUST EAST OF STATE ROUTE 89.
 JJ0780'
 JJ0780'THE ELEVATOR IS A LARGE CONCRETE STRUCTURE ABOUT 110 FEET TO THE
 JJ0780'TOP OF THE BINS WITH A 20-FOOT HEADHOUSE ON TOP OF THE BINS, WHICH
 JJ0780'SETS ON THE SOUTHWEST EDGE OF THE BINS.
 JJ0780'
 JJ0780'THE CENTER OF THE HEADHOUSE WAS INTERSECTED.  IT IS THE EASTERLY
 JJ0780'ONE OF TWO LARGE ELEVATORS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0784 ***********************************************************************
 JJ0784  DESIGNATION -  HOLLY MUNICIPAL TANK
 JJ0784  PID         -  JJ0784
 JJ0784  STATE/COUNTY-  CO/PROWERS
 JJ0784  USGS QUAD   -  HOLLY EAST (1978)
 JJ0784
 JJ0784                         *CURRENT SURVEY CONTROL
 JJ0784  ___________________________________________________________________
 JJ0784* NAD 83(1992)-  38 02 57.97475(N)    102 07 13.95693(W)     ADJUSTED  
 JJ0784* NAVD 88     -                                                        
 JJ0784  ___________________________________________________________________
 JJ0784  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 JJ0784  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 JJ0784
 JJ0784  HORZ ORDER  -  THIRD
 JJ0784
 JJ0784.The horizontal coordinates were established by classical geodetic methods
 JJ0784.and adjusted by the National Geodetic Survey in January 1993..
 JJ0784
 JJ0784
 JJ0784.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0784
 JJ0784.The geoid height was determined by GEOID03.
 JJ0784
 JJ0784;                    North         East     Units Scale Factor Converg.
 JJ0784;SPC CO S     -   463,632.070 1,210,949.615   MT  0.99995243   +2 04 22.4
 JJ0784;SPC CO S     - 1,521,099.55  3,972,923.86   sFT  0.99995243   +2 04 22.4
 JJ0784;SPC KS S     -   559,636.127    82,311.729   MT  0.99993855   -2 13 29.7
 JJ0784;UTM  13      - 4,215,215.212   752,664.565   MT  1.00038633   +1 46 32.4
 JJ0784
 JJ0784                          SUPERSEDED SURVEY CONTROL
 JJ0784
 JJ0784  NAD 83(1986)-  38 02 57.97535(N)    102 07 13.95292(W) AD(       ) 4
 JJ0784  NAD 27      -  38 02 57.92781(N)    102 07 12.28520(W) AD(       ) 3
 JJ0784
 JJ0784.Superseded values are not recommended for survey control.
 JJ0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0784.See file dsdata.txt to determine how the superseded data were derived.
 JJ0784
 JJ0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC5266515215(NAD 83)
 JJ0784_MARKER: 53 = ELEVATED TANK
 JJ0784
 JJ0784  HISTORY     - Date     Condition        Report By
 JJ0784  HISTORY     - 1934     FIRST OBSERVED   CGS
 JJ0784  HISTORY     - 1954     GOOD             CGS
 JJ0784
 JJ0784                          STATION DESCRIPTION
 JJ0784
 JJ0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0784'THE STATION IS LOCATED IN THE SOUTH-SOUTHEAST PART OF HOLLY,
 JJ0784'ON THE SOUTH SIDE OF THE RAILROAD TRACKS.
 JJ0784'
 JJ0784'THE TANK IS A LARGE STEEL TANK MOUNTED ON TOP OF A FOUR-LEGGED
 JJ0784'STEEL STRUCTURE AND IS ABOUT 150 FEET HIGH.  IT IS PAINTED BLACK.
 JJ0784'THE BALL ON TOP WAS INTERSECTED.
 JJ0784'
 JJ0784'PROBABLY THE SAME ELEVATION AS LOCATED IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0779 ***********************************************************************
 JJ0779  DESIGNATION -  HOLLY SE COL COOP ELEV
 JJ0779  PID         -  JJ0779
 JJ0779  STATE/COUNTY-  CO/PROWERS
 JJ0779  USGS QUAD   -  HOLLY EAST (1978)
 JJ0779
 JJ0779                         *CURRENT SURVEY CONTROL
 JJ0779  ___________________________________________________________________
 JJ0779* NAD 83(1992)-  38 02 59.16439(N)    102 07 10.43374(W)     ADJUSTED  
 JJ0779* NAVD 88     -                                                        
 JJ0779  ___________________________________________________________________
 JJ0779  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 JJ0779  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 JJ0779
 JJ0779  HORZ ORDER  -  THIRD
 JJ0779
 JJ0779.The horizontal coordinates were established by classical geodetic methods
 JJ0779.and adjusted by the National Geodetic Survey in January 1993..
 JJ0779
 JJ0779
 JJ0779.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0779
 JJ0779.The geoid height was determined by GEOID03.
 JJ0779
 JJ0779;                    North         East     Units Scale Factor Converg.
 JJ0779;SPC CO S     -   463,671.832 1,211,034.129   MT  0.99995246   +2 04 24.5
 JJ0779;SPC CO S     - 1,521,230.00  3,973,201.14   sFT  0.99995246   +2 04 24.5
 JJ0779;SPC KS S     -   559,669.443    82,398.983   MT  0.99993857   -2 13 27.6
 JJ0779;UTM  13      - 4,215,254.551   752,749.320   MT  1.00038686   +1 46 34.6
 JJ0779
 JJ0779                          SUPERSEDED SURVEY CONTROL
 JJ0779
 JJ0779  NAD 83(1986)-  38 02 59.16606(N)    102 07 10.43007(W) AD(       ) 4
 JJ0779  NAD 27      -  38 02 59.09259(N)    102 07 08.76386(W) AD(       ) 3
 JJ0779
 JJ0779.Superseded values are not recommended for survey control.
 JJ0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0779.See file dsdata.txt to determine how the superseded data were derived.
 JJ0779
 JJ0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC5274915255(NAD 83)
 JJ0779_MARKER: 65 = GRAIN ELEVATOR
 JJ0779
 JJ0779  HISTORY     - Date     Condition        Report By
 JJ0779  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0779
 JJ0779                          STATION DESCRIPTION
 JJ0779
 JJ0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0779'THE STATION IS LOCATED IN THE SOUTH-SOUTHEAST PART OF HOLLY, JUST
 JJ0779'SOUTH OF THE RAILROAD TRACKS, AND WEST OF STATE ROUTE 89.
 JJ0779'
 JJ0779'THE ELEVATOR IS A LARGE CONCRETE STRUCTURE CONSISTING OF A
 JJ0779'GROUP OF CYLINDRICAL BINS ABOUT 110 FEET HIGH WITH A 30-FOOT
 JJ0779'HEADHOUSE ON TOP.  THE CENTER OF THE HEADHOUSE WAS INTERSECTED.
 JJ0779'IT IS THE WESTERLY ONE OF TWO LARGE ELEVATORS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0782 ***********************************************************************
 JJ0782  DESIGNATION -  HOLLY WHITE CONCRETE STACK
 JJ0782  PID         -  JJ0782
 JJ0782  STATE/COUNTY-  CO/PROWERS
 JJ0782  USGS QUAD   -  HOLLY EAST (1978)
 JJ0782
 JJ0782                         *CURRENT SURVEY CONTROL
 JJ0782  ___________________________________________________________________
 JJ0782* NAD 83(1992)-  38 02 59.14938(N)    102 07 15.98928(W)     ADJUSTED  
 JJ0782* NAVD 88     -                                                        
 JJ0782  ___________________________________________________________________
 JJ0782  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 JJ0782  GEOID HEIGHT-         -23.93  (meters)                     GEOID03
 JJ0782
 JJ0782  HORZ ORDER  -  THIRD
 JJ0782
 JJ0782.The horizontal coordinates were established by classical geodetic methods
 JJ0782.and adjusted by the National Geodetic Survey in January 1993..
 JJ0782
 JJ0782
 JJ0782.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0782
 JJ0782.The geoid height was determined by GEOID03.
 JJ0782
 JJ0782;                    North         East     Units Scale Factor Converg.
 JJ0782;SPC CO S     -   463,666.470 1,210,898.789   MT  0.99995246   +2 04 21.1
 JJ0782;SPC CO S     - 1,521,212.41  3,972,757.11   sFT  0.99995246   +2 04 21.1
 JJ0782;SPC KS S     -   559,674.238    82,263.624   MT  0.99993857   -2 13 31.0
 JJ0782;UTM  13      - 4,215,249.889   752,613.895   MT  1.00038601   +1 46 31.2
 JJ0782
 JJ0782                          SUPERSEDED SURVEY CONTROL
 JJ0782
 JJ0782  NAD 83(1986)-  38 02 59.14947(N)    102 07 15.98165(W) AD(       ) 4
 JJ0782  NAD 27      -  38 02 59.10287(N)    102 07 14.32448(W) AD(       ) 3
 JJ0782
 JJ0782.Superseded values are not recommended for survey control.
 JJ0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0782.See file dsdata.txt to determine how the superseded data were derived.
 JJ0782
 JJ0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC5261415250(NAD 83)
 JJ0782_MARKER: 63 = STACK
 JJ0782
 JJ0782  HISTORY     - Date     Condition        Report By
 JJ0782  HISTORY     - 1934     FIRST OBSERVED   CGS
 JJ0782
 JJ0782                          STATION DESCRIPTION
 JJ0782
 JJ0782'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3561 ***********************************************************************
 AI3561  DESIGNATION -  HOLMBERG
 AI3561  PID         -  AI3561
 AI3561  STATE/COUNTY-  CO/BOULDER
 AI3561  USGS QUAD   -  CARTER LAKE RESERVOIR (1971)
 AI3561
 AI3561                         *CURRENT SURVEY CONTROL
 AI3561  ___________________________________________________________________
 AI3561* NAD 83(1992)-  40 15 17.28847(N)    105 14 02.63724(W)     ADJUSTED  
 AI3561* NAVD 88     -      1734.8    (meters)    5692.     (feet)  GPS OBS   
 AI3561  ___________________________________________________________________
 AI3561  X           -  -1,281,175.516 (meters)                     COMP
 AI3561  Y           -  -4,704,452.541 (meters)                     COMP
 AI3561  Z           -   4,100,729.367 (meters)                     COMP
 AI3561  LAPLACE CORR-         -19.58  (seconds)                    DEFLEC99
 AI3561  ELLIP HEIGHT-        1719.29  (meters)          (12/03/02) GPS OBS
 AI3561  GEOID HEIGHT-         -15.57  (meters)                     GEOID03
 AI3561
 AI3561  HORZ ORDER  -  FIRST
 AI3561  ELLP ORDER  -  FOURTH    CLASS II
 AI3561
 AI3561.The horizontal coordinates were established by GPS observations
 AI3561.and adjusted by the National Geodetic Survey in February 2000..
 AI3561
 AI3561.The orthometric height was determined by GPS observations and a
 AI3561.high-resolution geoid model.
 AI3561
 AI3561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3561
 AI3561.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3561
 AI3561.The ellipsoidal height was determined by GPS observations
 AI3561.and is referenced to NAD 83.
 AI3561
 AI3561.The geoid height was determined by GEOID03.
 AI3561
 AI3561;                    North         East     Units Scale Factor Converg.
 AI3561;SPC CO N     -   407,145.772   937,025.324   MT  0.99995685   +0 10 18.6
 AI3561;SPC CO N     - 1,335,777.42  3,074,223.92   sFT  0.99995685   +0 10 18.6
 AI3561;UTM  13      - 4,456,064.685   480,094.657   MT  0.99960488   -0 09 04.5
 AI3561
 AI3561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3561!SPC CO N     -   0.99973036  x   0.99995685  =   0.99968722
 AI3561!UTM  13      -   0.99973036  x   0.99960488  =   0.99933535
 AI3561
 AI3561                          SUPERSEDED SURVEY CONTROL
 AI3561
 AI3561.No superseded survey control is available for this station.
 AI3561
 AI3561_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE8009556065(NAD 83)
 AI3561_MARKER: DH = HORIZONTAL CONTROL DISK
 AI3561_SETTING: 66 = SET IN ROCK OUTCROP
 AI3561_STAMPING: HOLMBERG 1999
 AI3561_MARK LOGO: NGS   
 AI3561_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3561_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI3561+STABILITY: POSITION/ELEVATION WELL
 AI3561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3561+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3561
 AI3561  HISTORY     - Date     Condition        Report By
 AI3561  HISTORY     - 1999     MONUMENTED       NGS
 AI3561
 AI3561                          STATION DESCRIPTION
 AI3561
 AI3561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI3561'THE STATION IS LOCATED ABOUT 9.5 MI (15.3 KM) NORTHWEST OF LONGMONT,
 AI3561'2.7 MI (4.3 KM) NORTHEAST OF LYONS AND 0.5 MI (0.8 KM) SOUTH OF THE
 AI3561'BOULDER-LARIMER COUNTY LINE, IN THE CENTER OF SECTION 4, T 3 N, R 70
 AI3561'W.  OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY
 AI3561'TO REACH THE STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY 36 AND
 AI3561'STATE HIGHWAY 66 JUST SOUTHEAST OF LYONS, GO EAST ON STATE HIGHWAY 66
 AI3561'FOR 0.95 MI (1.53 KM) TO A SIDE ROAD LEFT, NORTH 53RD STREET.  TURN
 AI3561'LEFT, NORTH, ON NORTH 53RD STREET WHICH TURNS INTO A DIRT ROAD FOR 2.9
 AI3561'MI (4.7 KM) TO A 90 DEGREE TURN TO THE LEFT IN THE ROAD.  TURN LEFT,
 AI3561'WEST, ON NORTH DAKOTA RIDGE ROAD FOR 0.85 MI (1.37 KM) TO A SIDE ROAD
 AI3561'RIGHT, RED STONE DRIVE, AND A LARGE ROCK OUTCROP AND TOP OF HILL AND
 AI3561'THE STATION ON THE LEFT
 AI3561'THE MARK IS A DISK SET INTO THE TOP OF A SANDSTONE OUTCROP MEASURING
 AI3561'8.5 M (27.9 FT) BY 5.5 M (18.0 FT) WHICH IS PART OF A LONGER ROCK
 AI3561'OUTCROP WALL ON BOTH SIDE OF THE ROAD.  IT IS 34.3 M (112.5 FT) WEST
 AI3561'FROM A POWER POLE WITH TRANSFORMER, 11.5 M (37.7 FT) SOUTH FROM THE
 AI3561'EXTENDED CENTER OF REDSTONE DRIVE, 10.8 M (35.4 FT) WEST FROM THE
 AI3561'CENTER OF NORTH DAKOTA RIDGE ROAD, 6.3 M (20.7 FT) EAST FROM THE
 AI3561'RIGHT-OF-WAY FENCE, 0.9 M (3.0 FT) WEST-NORTHWEST FROM A WITNESS POST
 AI3561'AND ABOUT 1 M (3.3 FT) ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0860 ***********************************************************************
 JJ0860  DESIGNATION -  HOLMS
 JJ0860  PID         -  JJ0860
 JJ0860  STATE/COUNTY-  CO/KIOWA
 JJ0860  USGS QUAD   -  EADS (1968)
 JJ0860
 JJ0860                         *CURRENT SURVEY CONTROL
 JJ0860  ___________________________________________________________________
 JJ0860* NAD 83(1992)-  38 29 08.84063(N)    102 45 26.95094(W)     ADJUSTED  
 JJ0860* NAVD 88     -      1295.     (meters)    4249.     (feet)  SCALED    
 JJ0860  ___________________________________________________________________
 JJ0860  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 JJ0860  GEOID HEIGHT-         -22.65  (meters)                     GEOID03
 JJ0860
 JJ0860  HORZ ORDER  -  SECOND
 JJ0860
 JJ0860.The horizontal coordinates were established by classical geodetic methods
 JJ0860.and adjusted by the National Geodetic Survey in January 1993..
 JJ0860
 JJ0860.The orthometric height was scaled from a topographic map.
 JJ0860
 JJ0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0860
 JJ0860.The geoid height was determined by GEOID03.
 JJ0860
 JJ0860;                    North         East     Units Scale Factor Converg.
 JJ0860;SPC CO S     -   510,214.156 1,153,653.892   MT  1.00001000   +1 40 55.9
 JJ0860;SPC CO S     - 1,673,927.61  3,784,946.14   sFT  1.00001000   +1 40 55.9
 JJ0860;UTM  13      - 4,262,099.278   695,592.207   MT  1.00007114   +1 23 45.6
 JJ0860
 JJ0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0860!SPC CO S     -   0.99980047  x   1.00001000  =   0.99981047
 JJ0860!UTM  13      -   0.99980047  x   1.00007114  =   0.99987160
 JJ0860
 JJ0860|---------------------------------------------------------------------|
 JJ0860| PID    Reference Object                     Distance      Geod. Az  |
 JJ0860|                                                           dddmmss.s |
 JJ0860| CM8789 HOLMS RM 1                           14.698 METERS 19544     |
 JJ0860| CM8788 HOLMS AZ MK                                        2601205.4 |
 JJ0860| CM8790 HOLMS RM 2                           14.465 METERS 28413     |
 JJ0860|---------------------------------------------------------------------|
 JJ0860
 JJ0860                          SUPERSEDED SURVEY CONTROL
 JJ0860
 JJ0860  NAD 83(1986)-  38 29 08.83772(N)    102 45 26.94457(W) AD(       ) 2
 JJ0860  NAD 27      -  38 29 08.81598(N)    102 45 25.24143(W) AD(       ) 2
 JJ0860
 JJ0860.Superseded values are not recommended for survey control.
 JJ0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0860.See file dsdata.txt to determine how the superseded data were derived.
 JJ0860
 JJ0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC9559262099(NAD 83)
 JJ0860_MARKER: DS = TRIANGULATION STATION DISK
 JJ0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0860
 JJ0860  HISTORY     - Date     Condition        Report By
 JJ0860  HISTORY     - 1954     MONUMENTED       CGS
 JJ0860  HISTORY     - 1976     GOOD             NGS
 JJ0860
 JJ0860                          STATION DESCRIPTION
 JJ0860
 JJ0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0860'THE STATION IS LOCATED ON THE HIGHEST POINT OF A SAGE BRUSH
 JJ0860'COVERED SANDHILL THAT IS IN MR. LIND HOLMS PASTURE LAND.
 JJ0860'IT IS ABOUT 1-1/4 MILES AIRLINE EAST-NORTHEAST OF EADS, AND
 JJ0860'ABOUT 1/4 MILE NORTHWEST OF MR. HOLMS RANCH HOME.
 JJ0860'
 JJ0860'THE STATION IS A STANDARD DISK, STAMPED HOLMS 1954 AND SET
 JJ0860'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 JJ0860'8 INCHES.  IT IS 250 YARDS NORTH OF THE EAST-WEST ROAD, AND
 JJ0860'6 FEET NORTH OF A WITNESS POST.
 JJ0860'
 JJ0860'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HOLMS NO 1 1954
 JJ0860'AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JJ0860'THAT PROJECTS 8 INCHES.  IT IS ABOUT 2 FEET LOWER THAN THE
 JJ0860'STATION.
 JJ0860'
 JJ0860'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HOLMS NO 2 1954
 JJ0860'AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JJ0860'THAT PROJECTS 4 INCHES.  IT IS 1 FOOT LOWER THAN THE STATION.
 JJ0860'
 JJ0860'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HOLMS 1954 AND
 JJ0860'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 JJ0860'PROJECTS 5 INCHES.  IT IS 45 FEET SOUTH OF THE CENTERLINE
 JJ0860'OF THE ROAD, AND 1 FOOT NORTH OF THE WIRE FENCE.  TO REACH
 JJ0860'THE MARK FROM THE POST OFFICE IN EADS GO NORTH FOR 0.2 MILE.
 JJ0860'TURN RIGHT, EAST, AND GO 0.4 MILE TO THE MARK ON THE RIGHT.
 JJ0860'
 JJ0860'TO REACH THE STATION FROM THE POST OFFICE IN EADS GO NORTH
 JJ0860'FOR 0.2 MILE.  TURN RIGHT, EAST, AND GO 1.3 MILES TO A FEEDING
 JJ0860'CORRAL ON THE LEFT.  TURN LEFT, PASSING THROUGH 3 WIRE GATES,
 JJ0860'AND GO NORTHWEST FOR 0.15 MILE TO THE TOP OF THE SANDHILL
 JJ0860'AND THE STATION.
 JJ0860'
 JJ0860'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 JJ0860
 JJ0860                          STATION RECOVERY (1976)
 JJ0860
 JJ0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 JJ0860'STATION WAS RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 JJ0860'CONDITION.  THERE ARE NOW TWO AT AND T MICROWAVE TOWERS AT THE
 JJ0860'STATION SITE, ONE TALL AND ONE SHORT.
 JJ0860'
 JJ0860'STATION IS REACHED FROM THE POST OFFICE IN EADS.  GO NORTH ON MAINE
 JJ0860'STREET FOR 0.2 MILE.  TURN RIGHT AND GO EAST ON 9TH STREET AND A
 JJ0860'GRAVELED ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT, ON
 JJ0860'ROAD RIGHT-OF WAY.  CONTINUE STRAIGHT AHEAD ON THE ROAD FOR 0.8 MILE
 JJ0860'TO A GATE ON LEFT.  TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR
 JJ0860'0.1 MILE TO THE TWO MICROWAVE TOWERS.  STATION MARK IS ABOUT 50 FEET
 JJ0860'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A FENCE WHICH
 JJ0860'SURROUNDS THE TWO AT AND T TOWERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0528 ***********************************************************************
 KJ0528  DESIGNATION -  HOLT
 KJ0528  PID         -  KJ0528
 KJ0528  STATE/COUNTY-  CO/ELBERT
 KJ0528  USGS QUAD   -  MATHESON SW (1970)
 KJ0528
 KJ0528                         *CURRENT SURVEY CONTROL
 KJ0528  ___________________________________________________________________
 KJ0528* NAD 83(1992)-  39 02 20.64758(N)    103 58 19.19268(W)     ADJUSTED  
 KJ0528* NAVD 88     -      1869.3    (meters)    6133.     (feet)  VERTCON   
 KJ0528  ___________________________________________________________________
 KJ0528  LAPLACE CORR-          -5.88  (seconds)                    DEFLEC99
 KJ0528  GEOID HEIGHT-         -19.24  (meters)                     GEOID03
 KJ0528
 KJ0528  HORZ ORDER  -  FIRST
 KJ0528
 KJ0528.The horizontal coordinates were established by classical geodetic methods
 KJ0528.and adjusted by the National Geodetic Survey in January 1993..
 KJ0528
 KJ0528.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0528
 KJ0528.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0528
 KJ0528.The geoid height was determined by GEOID03.
 KJ0528
 KJ0528;                    North         East     Units Scale Factor Converg.
 KJ0528;SPC CO C     -   439,758.242 1,046,679.688   MT  0.99993649   +0 57 49.3
 KJ0528;SPC CO C     - 1,442,773.50  3,433,981.61   sFT  0.99993649   +0 57 49.3
 KJ0528;UTM  13      - 4,321,614.838   588,968.522   MT  0.99969746   +0 38 51.1
 KJ0528
 KJ0528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0528!SPC CO C     -   0.99970981  x   0.99993649  =   0.99964632
 KJ0528!UTM  13      -   0.99970981  x   0.99969746  =   0.99940736
 KJ0528
 KJ0528                          SUPERSEDED SURVEY CONTROL
 KJ0528
 KJ0528  NAD 83(1986)-  39 02 20.64176(N)    103 58 19.19560(W) AD(       ) 1
 KJ0528  NAD 27      -  39 02 20.67400(N)    103 58 17.35400(W) AD(       ) 1
 KJ0528  NGVD 29 (07/19/86) 1868.4    (m)         6130.     (f) VERT ANG       
 KJ0528
 KJ0528.Superseded values are not recommended for survey control.
 KJ0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0528.See file dsdata.txt to determine how the superseded data were derived.
 KJ0528
 KJ0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED8896921615(NAD 83)
 KJ0528_MARKER: Z = SEE DESCRIPTION
 KJ0528_SETTING: 0 = UNSPECIFIED SETTING
 KJ0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KJ0528
 KJ0528  HISTORY     - Date     Condition        Report By
 KJ0528  HISTORY     - 1880     MONUMENTED       CGS
 KJ0528  HISTORY     - 1970     SEE DESCRIPTION  USGS
 KJ0528
 KJ0528                          STATION DESCRIPTION
 KJ0528
 KJ0528'DESCRIBED BY COAST AND GEODETIC SURVEY 1880 (OHT)
 KJ0528'REPORTED IN 1922 AS LOST.
 KJ0528
 KJ0528                          STATION RECOVERY (1970)
 KJ0528
 KJ0528'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (WAK)
 KJ0528'LOCATION OF STATION WAS DETERMINED TO BE IN A CULTIVATED
 KJ0528'FIELD.  NO PHYSICAL EVIDENCE OF THE STATION WAS FOUND AND
 KJ0528'IS CONSIDERED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1688 ***********************************************************************
 KK1688  DESIGNATION -  HOLY
 KK1688  PID         -  KK1688
 KK1688  STATE/COUNTY-  CO/ARAPAHOE
 KK1688  USGS QUAD   -  FITZSIMONS (1994)
 KK1688
 KK1688                         *CURRENT SURVEY CONTROL
 KK1688  ___________________________________________________________________
 KK1688* NAD 83(1992)-  39 38 25.98147(N)    104 48 36.87694(W)     ADJUSTED  
 KK1688* NAVD 88     -      1763.9    (meters)    5787.     (feet)  VERTCON   
 KK1688  ___________________________________________________________________
 KK1688  LAPLACE CORR-          -4.21  (seconds)                    DEFLEC99
 KK1688  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 KK1688
 KK1688  HORZ ORDER  -  FIRST
 KK1688
 KK1688.The horizontal coordinates were established by classical geodetic methods
 KK1688.and adjusted by the National Geodetic Survey in January 1993..
 KK1688
 KK1688.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1688
 KK1688.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1688
 KK1688.The geoid height was determined by GEOID03.
 KK1688
 KK1688;                    North         East     Units Scale Factor Converg.
 KK1688;SPC CO C     -   505,644.834   973,608.723   MT  0.99998018   +0 26 06.1
 KK1688;SPC CO C     - 1,658,936.43  3,194,247.95   sFT  0.99998018   +0 26 06.1
 KK1688;UTM  13      - 4,387,880.271   516,282.165   MT  0.99960326   +0 07 15.8
 KK1688
 KK1688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1688!SPC CO C     -   0.99972609  x   0.99998018  =   0.99970627
 KK1688!UTM  13      -   0.99972609  x   0.99960326  =   0.99932946
 KK1688
 KK1688|---------------------------------------------------------------------|
 KK1688| PID    Reference Object                     Distance      Geod. Az  |
 KK1688|                                                           dddmmss.s |
 KK1688| CP8241 HOLY RM 2                            11.822 METERS 00227     |
 KK1688| KK1690 HOLY AZ MK                          APPROX. 0.8 KM 1054443.3 |
 KK1688| KK1693 HOLY AZ MK 2                        APPROX. 0.8 KM 1060640.3 |
 KK1688| CP8240 HOLY RM 1                            11.916 METERS 18020     |
 KK1688| KK1689 MELVIN                               64.242 METERS 26533     |
 KK1688|---------------------------------------------------------------------|
 KK1688
 KK1688                          SUPERSEDED SURVEY CONTROL
 KK1688
 KK1688  NAD 83(1986)-  39 38 25.97640(N)    104 48 36.87618(W) AD(       ) 1
 KK1688  NAD 27      -  39 38 26.01919(N)    104 48 34.96019(W) AD(       ) 1
 KK1688  NGVD 29 (07/19/86) 1763.0    (m)         5784.     (f) VERT ANG       
 KK1688
 KK1688.Superseded values are not recommended for survey control.
 KK1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1688.See file dsdata.txt to determine how the superseded data were derived.
 KK1688
 KK1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED1628287880(NAD 83)
 KK1688_MARKER: DS = TRIANGULATION STATION DISK
 KK1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1688+STABILITY: SURFACE MOTION
 KK1688
 KK1688  HISTORY     - Date     Condition        Report By
 KK1688  HISTORY     - 1977     MONUMENTED       NGS
 KK1688  HISTORY     - 1979     GOOD             NGS
 KK1688  HISTORY     - 1982     GOOD             LOCENG
 KK1688
 KK1688                          STATION DESCRIPTION
 KK1688
 KK1688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1688'THE STATION IS LOCATED 9 MILES SOUTH OF INTERSTATE HIGHWAYS
 KK1688'70 AND 225, 6 MILES NORTHWEST OF THE JUNCTION OF INTERSTATE
 KK1688'HIGHWAY 25 AND COUNTY LINE ROAD, 2-1/2 MILES SOUTHEAST OF
 KK1688'CHERRY CREEK LAKE AND ON TOP OF A HIGH CUT BANK WHICH IS ON
 KK1688'THE ROAD RIGHT-OF-WAY.
 KK1688'
 KK1688'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 25
 KK1688'AND STATE HIGHWAY 88, GO EAST ON STATE HIGHWAY 88 FOR 4.6 MILES
 KK1688'TO THE JUNCTION OF STATE HIGHWAY 83 (PARKER ROAD).  TURN LEFT
 KK1688'AND GO NORTH ON HIGHWAY 83 FOR 3.3 MILES TO A CROSSROAD.  TURN
 KK1688'RIGHT AND GO EAST ON QUINCY AVENUE FOR 0.95 MILE TO A CROSSROAD
 KK1688'AND SIGN THAT READS CHAMBERS ROAD.  (TO REACH THE AZIMUTH MARK
 KK1688'FROM HERE, CONTINUE STRAIGHT AHEAD FOR 0.4 MILE TO THE MARK ON
 KK1688'THE LEFT).  JUST BEFORE REACHING CHAMBERS ROAD TURN LEFT ONTO
 KK1688'A SERVICE ROAD WHICH LEADS TO THE EXCELSIOR YOUTH CENTER, AND
 KK1688'GO 0.1 MILE TO THE STATION ON THE RIGHT ON TOP OF A HIGH CUT
 KK1688'BANK.
 KK1688'
 KK1688'STATION MARKS, STAMPED---HOLY 1977---, ARE STANDARD DISKS.  THE
 KK1688'SURFACE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 KK1688'MONUMENT WHICH IS FLUSH WITH THE GROUND SURFACE.  THE UNDER-
 KK1688'GROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 42
 KK1688'INCHES BELOW THE GROUND SURFACE.  THEY ARE 40 FEET EAST OF
 KK1688'CENTER OF THE SERVICE ROAD, 6.2 FEET SOUTHWEST OF A METAL
 KK1688'WITNESS POST, 3.6 FEET WEST OF A FENCE AND ABOUT 15 FEET
 KK1688'HIGHER THAN THE ROAD.
 KK1688'
 KK1688'REFERENCE MARK 1, STAMPED---HOLY NO 1 1977---, IS A STANDARD
 KK1688'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 KK1688'IS FLUSH WITH THE GROUND SURFACE.  IT IS 40 FEET EAST OF THE
 KK1688'CENTER OF THE SERVICE ROAD, 3 FEET WEST OF THE FENCE, 2.5 FEET
 KK1688'NORTH OF A METAL WITNESS POST AND ABOUT 15 FEET HIGHER THAN
 KK1688'THE ROAD.
 KK1688'
 KK1688'REFERENCE MARK 2, STAMPED---HOLY NO 2 1977---, IS A STANDARD
 KK1688'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH
 KK1688'IS FLUSH WITH THE GROUND SURFACE.  IT IS 40 FEET EAST OF THE
 KK1688'CENTER OF THE SERVICE ROAD, 2.4 FEET SOUTH OF A METAL WITNESS
 KK1688'POST, 2.4 FEET WEST OF THE FENCE AND ABOUT 12 FEET HIGHER THAN
 KK1688'THE ROAD.
 KK1688'
 KK1688'AZIMUTH MARK, STAMPED---HOLY 1977---, IS A STANDARD DISK SET
 KK1688'IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT WHICH IS FLUSH
 KK1688'WITH THE GROUND SURFACE.  IT IS 47 FEET NORTH OF CENTER OF A
 KK1688'GRAVELED ROAD, 2.4 FEET EAST OF A METAL WITNESS POST, 2 FEET
 KK1688'SOUTHWEST OF POWERLINE POLE NUMBER 68 AND 1.7 FEET SOUTH OF A
 KK1688'FENCE.
 KK1688'
 KK1688'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL MARKS.
 KK1688'
 KK1688'HEIGHT OF LIGHT SHOWN ABOVE THE STATION MARK WAS 1.5 METERS.
 KK1688
 KK1688                          STATION RECOVERY (1979)
 KK1688
 KK1688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 KK1688'STATION RECOVERED AND ALL MARKS EXCEPT BENCH MARK MELVIN USGS ARE IN
 KK1688'GOOD CONDITION.  THE BENCH MARK IS LEANING TO THE NORTH.  THE AZIMUTH
 KK1688'MARK WOULD HAVE BEEN DESTROYED DURING STREET CONSTRUCTION THEREFORE IT
 KK1688'WAS MOVED AT THIS TIME.  DISTANCE AND DIRECTION TO REFERENCE MARKS
 KK1688'CHECKED THE PREVIOUS DATA FAVORABLY.
 KK1688'
 KK1688'STATION IS REACHED FROM THE JUNCTION OF COLFAX AVENUE AND CHAMBERS
 KK1688'ROAD IN AURORA.  GO SOUTH ON CHAMBERS ROAD FOR 7.1 MILES TO QUINCY
 KK1688'AVENUE.  TURN RIGHT FOR ABOUT 30 FEET THENCE RIGHT AGAIN AND GO NORTH
 KK1688'ON A SURFACED ROAD FOR 0.1 MILE TO STATION ON RIGHT, ON
 KK1688'EMBANKMENT.  AZIMUTH MARK IS REACHED FROM THE JUNCTION OF CHAMBERS
 KK1688'ROAD AND QUINCY AVENUE.  GO EAST ON QUINCY AVENUE TO MARK ON LEFT, IN
 KK1688'MEDIAN.
 KK1688'
 KK1688'STATION IS A STANDARD DISK, STAMPED---HOLY 1977--- SET IN THE TOP OF
 KK1688'A ROUND CONCRETE MONUMENT FLUSH WITH GROUND, 42 FEET EAST OF CENTER OF
 KK1688'SURFACED ROAD, 33 FEET WEST OF CENTER CHAMBERS ROAD, 6.2 FEET
 KK1688'SOUTH-SOUTHWEST OF A METAL WITNESS POST, 2.5 FEET WEST OF A CHAIN
 KK1688'LINK FENCE AND ON ROAD RIGHT-OF-WAY.
 KK1688'
 KK1688'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---HOLY NO 1 1977--- SET
 KK1688'IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH GROUND, 42 FEET
 KK1688'EAST OF THE SURFACED ROAD, 33 FEET WEST OF CHAMBERS ROAD, 2.5 FEET
 KK1688'WEST OF THE CHAIN LINK FENCE, 2.5 FEET NORTH OF A METAL WITNESS POST.
 KK1688'
 KK1688'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---HOLY NO 2 1977--- SET
 KK1688'IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH GROUND, 42 FEET
 KK1688'EAST OF THE SURFACED ROAD, 33 FEET WEST OF CHAMBERS ROAD, 2.5 FEET
 KK1688'WEST OF THE CHAIN LINK FENCE, 2.3 FEET SOUTH OF A METAL WITNESS POST.
 KK1688'
 KK1688'AZIMUTH MARK IS A STANDARD DISK, STAMPED---HOLY 1977 1979--- SET IN
 KK1688'THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES, 7 FEET
 KK1688'NORTH OF CENTER OF QUINCY AVENUE MEDIAN, 3.6 FEET EAST OF A METAL
 KK1688'WITNESS POST, 2.4 FEET WEST OF A METAL WITNESS POST, 1 FOOT SOUTH OF
 KK1688'THE SOUTH EDGE OF THE CONCRETE MEDIAN CURB.
 KK1688
 KK1688                          STATION RECOVERY (1982)
 KK1688
 KK1688'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (NM)
 KK1688'STA. HOLY AND REF. MARKS N. AND S. OF THE STA. ARE ON THE CENTER LINE
 KK1688'OF A STREET (CHAMBERS RD.) WHICH IS IN THE PROCESS OF BEING
 KK1688'CONSTRUCTED.  THE STA. AND REF. MARKS ARE APPROXIMATELY 6 FT. ABOVE
 KK1688'THE PROPOSED FINISHED ELEVATION OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1690 ***********************************************************************
 KK1690  DESIGNATION -  HOLY AZ MK
 KK1690  PID         -  KK1690
 KK1690  STATE/COUNTY-  CO/ARAPAHOE
 KK1690  USGS QUAD   -  FITZSIMONS (1994)
 KK1690
 KK1690                         *CURRENT SURVEY CONTROL
 KK1690  ___________________________________________________________________
 KK1690* NAD 83(1992)-  39 38 18.85660(N)    104 48 04.19789(W)     ADJUSTED  
 KK1690* NAVD 88     -      1750.4    (meters)    5743.     (feet)  VERTCON   
 KK1690  ___________________________________________________________________
 KK1690  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 KK1690  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 KK1690
 KK1690  HORZ ORDER  -  SECOND
 KK1690
 KK1690.The horizontal coordinates were established by classical geodetic methods
 KK1690.and adjusted by the National Geodetic Survey in January 1993..
 KK1690
 KK1690.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1690
 KK1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1690
 KK1690.The geoid height was determined by GEOID03.
 KK1690
 KK1690;                    North         East     Units Scale Factor Converg.
 KK1690;SPC CO C     -   505,431.061   974,389.588   MT  0.99997986   +0 26 26.7
 KK1690;SPC CO C     - 1,658,235.07  3,196,809.84   sFT  0.99997986   +0 26 26.7
 KK1690;UTM  13      - 4,387,662.305   517,061.554   MT  0.99960358   +0 07 36.6
 KK1690
 KK1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1690!SPC CO C     -   0.99972821  x   0.99997986  =   0.99970807
 KK1690!UTM  13      -   0.99972821  x   0.99960358  =   0.99933189
 KK1690
 KK1690                          SUPERSEDED SURVEY CONTROL
 KK1690
 KK1690  NAD 83(1986)-  39 38 18.85151(N)    104 48 04.19717(W) AD(       ) 2
 KK1690  NAD 27      -  39 38 18.89421(N)    104 48 02.28224(W) AD(       ) 2
 KK1690  NGVD 29 (07/19/86) 1749.5    (m)         5740.     (f) VERT ANG       
 KK1690
 KK1690.Superseded values are not recommended for survey control.
 KK1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1690.See file dsdata.txt to determine how the superseded data were derived.
 KK1690
 KK1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED1706287662(NAD 83)
 KK1690_MARKER: DS = TRIANGULATION STATION DISK
 KK1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK1690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1690+STABILITY: SURFACE MOTION
 KK1690
 KK1690  HISTORY     - Date     Condition        Report By
 KK1690  HISTORY     - 1977     MONUMENTED       NGS
 KK1690
 KK1690                          STATION DESCRIPTION
 KK1690
 KK1690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1690'STATION IS LOCATED IN THE SOUTHEAST EDGE OF DENVER, ABOUT
 KK1690'5-1/2 MILES NORTHWEST OF THE JUNCTION OF
 KK1690'INTERSTATE HIGHWAY 25 AND COUNTY LINE ROAD, 1-3/4 MILES EAST
 KK1690'OF CHERRY CREEK LAKE, 1/2 MILE EAST OF THE JUNCTION OF QUINCY
 KK1690'AVENUE AND CHAMBERS ROAD AND ON THE ROAD RIGHT-OF-WAY OF QUINCY
 KK1690'AVENUE.
 KK1690'
 KK1690'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 KK1690'25 AND STATE HIGHWAY 88 ABOUT 5 MILES SOUTH OF THE SOUTH EDGE
 KK1690'OF DENVER, GO EAST ON HIGHWAY 88 FOR 4.6 MILES TO THE JUNCTION
 KK1690'OF STATE HIGHWAY 83 (PARKER ROAD).  TURN LEFT AND GO NORTH ON
 KK1690'HIGHWAY 83 FOR 3.3 MILES TO THE JUNCTION OF QUNICY AVENUE.
 KK1690'TURN RIGHT AND GO EAST ON QUNICY AVENUE FOR 0.95 MILE TO THE
 KK1690'JUNCTION OF CHAMBERS ROAD.  CONTINUE EAST ON QUINCY AVENUE FOR
 KK1690'0.4 MILE TO THE STATION ON LEFT.
 KK1690'
 KK1690'STATION MARK, STAMPED---HOLY 1977---, IS A STANDARD AZIMUTH
 KK1690'MARK DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 KK1690'FLUSH WITH THE GROUND SURFACE.  IT IS 47 FEET NORTH OF THE
 KK1690'CENTER OF QUINCY AVENUE, 2.4 FEET EAST OF A METAL WITNESS POST,
 KK1690'2 FEET SOUTHWEST OF POWER POLE NUMBER 68 AND 1.7 FEET SOUTH OF
 KK1690'A FENCE.
 KK1690'
 KK1690'AN ELECTRONIC TRAVERSE TIE WAS MADE TO TRIANGULATION STATION
 KK1690'---HOLY---.  HEIGHT OF LIGHT SHOWN ABOVE THE STATION MARK WAS
 KK1690'1.0 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0506 ***********************************************************************
 LK0506  DESIGNATION -  HOLYOKE
 LK0506  PID         -  LK0506
 LK0506  STATE/COUNTY-  CO/PHILLIPS
 LK0506  USGS QUAD   -  HOLYOKE (1971)
 LK0506
 LK0506                         *CURRENT SURVEY CONTROL
 LK0506  ___________________________________________________________________
 LK0506* NAD 83(1992)-  40 35 09.89743(N)    102 18 20.48917(W)     ADJUSTED  
 LK0506* NAVD 88     -      1185.6    (meters)    3890.     (feet)  VERTCON   
 LK0506  ___________________________________________________________________
 LK0506  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 LK0506  GEOID HEIGHT-         -21.00  (meters)                     GEOID03
 LK0506
 LK0506  HORZ ORDER  -  SECOND
 LK0506
 LK0506.The horizontal coordinates were established by classical geodetic methods
 LK0506.and adjusted by the National Geodetic Survey in January 1993..
 LK0506
 LK0506.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0506
 LK0506.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0506
 LK0506.The geoid height was determined by GEOID03.
 LK0506
 LK0506;                    North         East     Units Scale Factor Converg.
 LK0506;SPC CO N     -   448,766.858 1,184,764.279   MT  0.99997394   +2 03 50.2
 LK0506;SPC CO N     - 1,472,329.27  3,887,014.14   sFT  0.99997394   +2 03 50.2
 LK0506;UTM  13      - 4,496,299.344   728,020.142   MT  1.00024003   +1 45 13.1
 LK0506
 LK0506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0506!SPC CO N     -   0.99981735  x   0.99997394  =   0.99979129
 LK0506!UTM  13      -   0.99981735  x   1.00024003  =   1.00005734
 LK0506
 LK0506:                Primary Azimuth Mark                     Grid Az
 LK0506:SPC CO N     -  AMHERST                                  046 17 32.2
 LK0506:UTM  13      -  AMHERST                                  046 36 09.3
 LK0506
 LK0506|---------------------------------------------------------------------|
 LK0506| PID    Reference Object                     Distance      Geod. Az  |
 LK0506|                                                           dddmmss.s |
 LK0506| LK0502 AMHERST                             APPROX.16.0 KM 0482122.4 |
 LK0506|---------------------------------------------------------------------|
 LK0506
 LK0506                          SUPERSEDED SURVEY CONTROL
 LK0506
 LK0506  NAD 83(1986)-  40 35 09.89576(N)    102 18 20.48931(W) AD(       ) 2
 LK0506  NAD 27      -  40 35 09.92591(N)    102 18 18.82116(W) AD(       ) 2
 LK0506  NGVD 29 (07/19/86) 1185.1    (m)         3888.     (f) VERT ANG       
 LK0506
 LK0506.Superseded values are not recommended for survey control.
 LK0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0506.See file dsdata.txt to determine how the superseded data were derived.
 LK0506
 LK0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE2802096299(NAD 83)
 LK0506_MARKER: Z = SEE DESCRIPTION
 LK0506_SETTING: 0 = UNSPECIFIED SETTING
 LK0506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LK0506
 LK0506  HISTORY     - Date     Condition        Report By
 LK0506  HISTORY     - 1971     MONUMENTED       USGS
 LK0506
 LK0506                          STATION DESCRIPTION
 LK0506
 LK0506'DESCRIBED BY US GEOLOGICAL SURVEY 1971 (WAK)
 LK0506'THE STATION IS LOCATED ON THE ROOF OF THE NORTHWEST AND LOWER OF
 LK0506'TWO HEADER HOUSES OF THE HOLYOKE CO-OP ASSOCIATION GRAIN ELEVATOR
 LK0506'IN HOLYOKE, COLORADO.  STATION MARK IS 9.0 FEET EAST OF THE WEST
 LK0506'EDGE OF ROOF AND 8.4 FEET SOUTH OF THE NORTH EDGE OF ROOF.  FOR
 LK0506'PERMISSION TO OCCUPY THE STATION CONTACT MR. NEIL LEATHERS,
 LK0506'ELEVATOR MANAGER.
 LK0506'
 LK0506'STATION MARK--A STANDARD USGS ALUMINUM TABLET CEMENTED TO THE
 LK0506'CONCRETE ROOF, AND STAMPED HOLYOKE ET 1971.
 LK0506'
 LK0506'NO REFERENCE MARKS ESTABLISHED.
 LK0506'
 LK0506'STATION AMHERST ET 1971 IS VISIBLE FROM THIS STATION AND
 LK0506'WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS WERE MADE FROM
 LK0506'A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0767 ***********************************************************************
 LK0767  DESIGNATION -  HOLYPORT
 LK0767  PID         -  LK0767
 LK0767  STATE/COUNTY-  CO/PHILLIPS
 LK0767  USGS QUAD   -  HOLYOKE (1971)
 LK0767
 LK0767                         *CURRENT SURVEY CONTROL
 LK0767  ___________________________________________________________________
 LK0767* NAD 83(1992)-  40 34 44.63705(N)    102 16 42.72330(W)     ADJUSTED  
 LK0767* NAVD 88     -      1134.1    (meters)    3721.     (feet)  VERTCON   
 LK0767  ___________________________________________________________________
 LK0767  X           -  -1,031,841.718 (meters)                     COMP
 LK0767  Y           -  -4,740,986.411 (meters)                     COMP
 LK0767  Z           -   4,127,756.239 (meters)                     COMP
 LK0767  LAPLACE CORR-          -3.64  (seconds)                    DEFLEC99
 LK0767  ELLIP HEIGHT-        1113.03  (meters)          (01/07/93) GPS OBS
 LK0767  GEOID HEIGHT-         -21.06  (meters)                     GEOID03
 LK0767
 LK0767  HORZ ORDER  -  FIRST
 LK0767  ELLP ORDER  -  FOURTH    CLASS II
 LK0767
 LK0767.This mark is at Holyoke Airport (8V5)
 LK0767
 LK0767.The horizontal coordinates were established by GPS observations
 LK0767.and adjusted by the National Geodetic Survey in January 1993..
 LK0767
 LK0767.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0767
 LK0767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0767
 LK0767.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0767
 LK0767.The ellipsoidal height was determined by GPS observations
 LK0767.and is referenced to NAD 83.
 LK0767
 LK0767.The geoid height was determined by GEOID03.
 LK0767
 LK0767;                    North         East     Units Scale Factor Converg.
 LK0767;SPC CO N     -   448,071.361 1,187,090.124   MT  0.99997323   +2 04 53.4
 LK0767;SPC CO N     - 1,470,047.46  3,894,644.85   sFT  0.99997323   +2 04 53.4
 LK0767;UTM  13      - 4,495,591.066   730,342.819   MT  1.00025314   +1 46 15.9
 LK0767
 LK0767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0767!SPC CO N     -   0.99982543  x   0.99997323  =   0.99979867
 LK0767!UTM  13      -   0.99982543  x   1.00025314  =   1.00007853
 LK0767
 LK0767:                Primary Azimuth Mark                     Grid Az
 LK0767:SPC CO N     -  HOLYPORT AZ MK                           177 15 37.6
 LK0767:UTM  13      -  HOLYPORT AZ MK                           177 34 15.1
 LK0767
 LK0767|---------------------------------------------------------------------|
 LK0767| PID    Reference Object                     Distance      Geod. Az  |
 LK0767|                                                           dddmmss.s |
 LK0767| LK0768 HOLYPORT AZ MK                      APPROX. 0.7 KM 1792031.0 |
 LK0767|---------------------------------------------------------------------|
 LK0767
 LK0767                          SUPERSEDED SURVEY CONTROL
 LK0767
 LK0767  NAD 83(1986)-  40 34 44.63510(N)    102 16 42.72303(W) AD(       ) 1
 LK0767  NGVD 29 (02/23/90) 1133.6    (m)         3719.     (f) GPS OBS        
 LK0767
 LK0767.Superseded values are not recommended for survey control.
 LK0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0767.See file dsdata.txt to determine how the superseded data were derived.
 LK0767
 LK0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE3034395591(NAD 83)
 LK0767_MARKER: I = METAL ROD
 LK0767_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LK0767_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LK0767_STAMPING: HOLYPORT 1989
 LK0767_MARK LOGO: NGS   
 LK0767_PROJECTION: FLUSH
 LK0767_MAGNETIC: I = MARKER IS A STEEL ROD
 LK0767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0767+SATELLITE: SATELLITE OBSERVATIONS - 1989
 LK0767_ROD/PIPE-DEPTH: 9.32 meters
 LK0767_SLEEVE-DEPTH  : 0.93 meters
 LK0767
 LK0767  HISTORY     - Date     Condition        Report By
 LK0767  HISTORY     - 1989     MONUMENTED       NGS
 LK0767
 LK0767                          STATION DESCRIPTION
 LK0767
 LK0767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LK0767'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI)  EAST OF HOLYOKE, AT THE
 LK0767'HOLYOKE AIRPORT, AT THE JUNCTION OF THE RUNWAY AND RAMP.
 LK0767'OWNERSHIP--TOWN OF HOLYOKE.  THE AIRPORT MANAGER IS ALLEN COYNE (AT
 LK0767'CITY HALL) TELEPHONE 303-854-2266.
 LK0767'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 6 AND 385 IN
 LK0767'HOLYOKE, GO EAST ON US HIGHWAY 6 FOR 1.61 KM (1.00 MI) TO A CROSSROAD.
 LK0767'TURN RIGHT AND GO SOUTH ON ROAD 41 FOR 0.80 KM (0.50 MI) TO A
 LK0767'CROSSROAD AND THE AIRPORT ON THE LEFT.  TURN LEFT AND GO EAST ON THE
 LK0767'ENTRANCE ROAD FOR 0.25 KM (0.15 MI) TO A SMALL BRICK AIRPORT BUILDING
 LK0767'ON THE LEFT.  CONTINUE AHEAD, WORKING WAY AROUND HANGARS, EAST AND
 LK0767'NORTH, FOR 0.25 KM (0.15 MI) TO THE RUNWAY AND THE STATION ON THE
 LK0767'RIGHT.
 LK0767'THE STATION MARK IS 19.0 M (62.3 FT) WEST-SOUTHWEST OF THE RUNWAY
 LK0767'CENTERLINE, 16.7 M (54.8 FT) NORTH-NORTHEAST OF A WIND TEE AND 11.8
 LK0767'SOUTH-SOUTHEAST OF THE RAMP CENTERLINE.
 LK0767'DESCRIBED BY R.D.BALL.
 LK0767'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0768 ***********************************************************************
 LK0768  PACS        -  This is a Primary Airport Control Station.
 LK0768  DESIGNATION -  HOLYPORT AZ MK
 LK0768  PID         -  LK0768
 LK0768  STATE/COUNTY-  CO/PHILLIPS
 LK0768  USGS QUAD   -  HOLYOKE (1971)
 LK0768
 LK0768                         *CURRENT SURVEY CONTROL
 LK0768  ___________________________________________________________________
 LK0768* NAD 83(1992)-  40 34 20.97239(N)    102 16 42.36685(W)     ADJUSTED  
 LK0768* NAVD 88     -      1136.27   (meters)    3727.9    (feet)  GPS OBS   
 LK0768  ___________________________________________________________________
 LK0768  X           -  -1,031,934.865 (meters)                     COMP
 LK0768  Y           -  -4,741,453.823 (meters)                     COMP
 LK0768  Z           -   4,127,203.108 (meters)                     COMP
 LK0768  LAPLACE CORR-          -3.63  (seconds)                    DEFLEC99
 LK0768  ELLIP HEIGHT-        1115.19  (meters)          (08/05/04) GPS OBS
 LK0768  GEOID HEIGHT-         -21.08  (meters)                     GEOID03
 LK0768
 LK0768  HORZ ORDER  -  B
 LK0768  ELLP ORDER  -  FOURTH    CLASS I
 LK0768
 LK0768.This mark is at Holyoke Airport (8V5)
 LK0768
 LK0768.The horizontal coordinates were established by GPS observations
 LK0768.and adjusted by the MOUNTAIN SURVEYING in August 2004..
 LK0768
 LK0768.The orthometric height was determined by GPS observations and a
 LK0768.high-resolution geoid model.
 LK0768
 LK0768.GPS derived orthometric heights for airport stations designated as
 LK0768.PACS or SACS are published to 2 decimal places.  This maintains
 LK0768.centimeter relative accuracy between the PACS and SACS.  It does
 LK0768.not indicate centimeter accuracy relative to other marks which are
 LK0768.part of the NAVD 88 network.
 LK0768
 LK0768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0768
 LK0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0768
 LK0768.The ellipsoidal height was determined by GPS observations
 LK0768.and is referenced to NAD 83.
 LK0768
 LK0768.The geoid height was determined by GEOID03.
 LK0768
 LK0768;                    North         East     Units Scale Factor Converg.
 LK0768;SPC CO N     -   447,342.206 1,187,125.015   MT  0.99997258   +2 04 53.6
 LK0768;SPC CO N     - 1,467,655.22  3,894,759.32   sFT  0.99997258   +2 04 53.6
 LK0768;UTM  13      - 4,494,861.528   730,373.766   MT  1.00025331   +1 46 15.3
 LK0768
 LK0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0768!SPC CO N     -   0.99982509  x   0.99997258  =   0.99979768
 LK0768!UTM  13      -   0.99982509  x   1.00025331  =   1.00007836
 LK0768
 LK0768:                Primary Azimuth Mark                     Grid Az
 LK0768:SPC CO N     -  HOLYPORT                                 357 15 37.6
 LK0768:UTM  13      -  HOLYPORT                                 357 34 15.9
 LK0768
 LK0768|---------------------------------------------------------------------|
 LK0768| PID    Reference Object                     Distance      Geod. Az  |
 LK0768|                                                           dddmmss.s |
 LK0768| LK0767 HOLYPORT                            APPROX. 0.7 KM 3592031.2 |
 LK0768|---------------------------------------------------------------------|
 LK0768
 LK0768                          SUPERSEDED SURVEY CONTROL
 LK0768
 LK0768  NAD 83(1992)-  40 34 20.97102(N)    102 16 42.36909(W) AD(       ) 3
 LK0768  ELLIP H (01/07/93) 1115.13   (m)                       GP(       ) 4 2
 LK0768  NAD 83(1986)-  40 34 20.96939(N)    102 16 42.36892(W) AD(       ) 3
 LK0768  NGVD 29 (02/23/90) 1135.7    (m)         3726.     (f) GPS OBS        
 LK0768
 LK0768.Superseded values are not recommended for survey control.
 LK0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0768.See file dsdata.txt to determine how the superseded data were derived.
 LK0768
 LK0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE3037494862(NAD 83)
 LK0768_MARKER: I = METAL ROD
 LK0768_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LK0768_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LK0768_STAMPING: HOLYPORT AZ MK 1989
 LK0768_MARK LOGO: NGS   
 LK0768_PROJECTION: FLUSH
 LK0768_MAGNETIC: I = MARKER IS A STEEL ROD
 LK0768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0768+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2004
 LK0768_ROD/PIPE-DEPTH: 7.77 meters
 LK0768_SLEEVE-DEPTH  : 0.93 meters
 LK0768
 LK0768  HISTORY     - Date     Condition        Report By
 LK0768  HISTORY     - 1989     MONUMENTED       NGS
 LK0768  HISTORY     - 20040420 GOOD             MSAM
 LK0768
 LK0768                          STATION DESCRIPTION
 LK0768
 LK0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LK0768'THE STATION IS LOCATED ABOUT 1.61 KM (1.00 MI)  EAST OF HOLYOKE, AT
 LK0768'THE HOLYOKE AIRPORT, NEAR RUNWAY END 35.  OWNERSHIP--TOWN OF HOLYOKE.
 LK0768'AIRPORT MANAGER IS ALLEN COYNE (AT CITY HALL) TELEPHONE 303-854-2266.
 LK0768'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 6 AND 385 IN
 LK0768'HOLYOKE, GO EAST ON US HIGHWAY 6 FOR 1.61 KM (1.00 MI) TO A CROSSROAD.
 LK0768'TURN RIGHT AND GO SOUTH ON ROAD 41 FOR 0.80 KM (0.50 MI) TO A
 LK0768'CROSSROAD AND THE AIRPORT ON THE LEFT.  TURN LEFT AND GO EAST ON THE
 LK0768'ENTRANCE ROAD FOR 0.25 KM (0.15 MI) TO A SMALL BRICK AIRPORT BUILDING
 LK0768'ON THE LEFT.  CONTINUE AHEAD, WORKING AROUND HANGARS, EAST AND NORTH,
 LK0768'FOR 0.25 KM (0.15 MI) TO THE JUNCTION OF THE RUNWAY.  TURN RIGHT AND
 LK0768'GO SOUTH FOR 0.74 KM (0.45 MI) TO THE STATION ON THE RIGHT, NEAR A
 LK0768'RUNWAY LIGHT.
 LK0768'THE AZIMUTH MARK IS 15.2 M (49.9 FT) WEST-SOUTHWEST OF THE RUNWAY
 LK0768'CENTERLINE, 9.1 M (29.9 FT) EAST-NORTHEAST OF THE NORTH LEG OF THE
 LK0768'SOUTHERN SLOPE INDICATOR LIGHT AND 2.5 M (8.2 FT) WEST-NORTHWEST OF A
 LK0768'RUNWAY LIGHT.
 LK0768'DESCRIBED BY R.D.BALL
 LK0768'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LK0768
 LK0768                          STATION RECOVERY (2004)
 LK0768
 LK0768'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 LK0768'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC. 2004 (DJK) THE
 LK0768'STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) EAST OF HOLYOKE, AT THE
 LK0768'HOLYOKE AIRPORT.  THE AIRPORT IS UNCONTROLLED, PERMISSION TO  ENTER IS
 LK0768'REQUIRED. AIRPORT MANAGER--JAMES SCHOLL TELEPHONE--970-854-9498
 LK0768' 
 LK0768'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 6 AND US
 LK0768'HIGHWAY 385 IN HOLYOKE, GO EAST ON HIGHWAY 6 FOR 1.6 KM (1.0 MI) TO
 LK0768'COUNTY ROAD 41.  TURN RIGHT (SOUTH) ON COUNTY RD 41 FOR 1.53 KM (0.95
 LK0768'MI) TO COUNTY ROAD 20.  TURN LEFT (EAST) ON COUNTY RD 20 FOR .40 KM
 LK0768'(.25 MI) TO A TWO TRACK ROAD ON THE LEFT.  TURN LEFT (NORTH) ON THE
 LK0768'TWO TRACK FOR .16 KM (0.1 MI) TO THE STATION ON THE RIGHT.
 LK0768' 
 LK0768'THE MARK IS A PUNCH HOLE, TOP CENTER ON STAINLESS STEEL ROD DRIVEN TO
 LK0768'REFUSAL AT A DEPTH OF 7.77 M (25.50 FT) ENCASED IN A 0.9 M (3.0 FT)
 LK0768'LONG GREASED PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID,
 LK0768'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 12.0 M
 LK0768'(39.37 FT) EAST OF THE WEST EDGE OF THE TWO TRACK ROAD, 10.0 M (32.80
 LK0768'FT) EAST OF THE EAST EDGE OF THE TWO TRACK ROAD, AND 7.3 M (23.95 FT)
 LK0768'EAST OF A FIBERGLASS WITNESS POST. THIS STATION IS DESIGNATED AS A
 LK0768'PRIMARY CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0643 ***********************************************************************
 KL0643  DESIGNATION -  HOMESTAKE PK
 KL0643  PID         -  KL0643
 KL0643  STATE/COUNTY-  CO/LAKE
 KL0643  USGS QUAD   -  HOMESTAKE RESERVOIR (1994)
 KL0643
 KL0643                         *CURRENT SURVEY CONTROL
 KL0643  ___________________________________________________________________
 KL0643* NAD 83(1992)-  39 22 02.87895(N)    106 24 53.09468(W)     ADJUSTED  
 KL0643* NAVD 88     -      4028.1    (meters)   13216.     (feet)  VERTCON   
 KL0643  ___________________________________________________________________
 KL0643  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 KL0643  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 KL0643
 KL0643  HORZ ORDER  -  FIRST
 KL0643
 KL0643.The horizontal coordinates were established by classical geodetic methods
 KL0643.and adjusted by the National Geodetic Survey in January 1993..
 KL0643
 KL0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0643
 KL0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0643
 KL0643.The geoid height was determined by GEOID03.
 KL0643
 KL0643;                    North         East     Units Scale Factor Converg.
 KL0643;SPC CO C     -   475,498.898   835,577.497   MT  0.99994669   -0 34 36.9
 KL0643;SPC CO C     - 1,560,032.63  2,741,390.50   sFT  0.99994669   -0 34 36.9
 KL0643;UTM  13      - 4,358,510.493   378,128.181   MT  0.99978287   -0 53 50.9
 KL0643
 KL0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0643!SPC CO C     -   0.99937043  x   0.99994669  =   0.99931715
 KL0643!UTM  13      -   0.99937043  x   0.99978287  =   0.99915343
 KL0643
 KL0643|---------------------------------------------------------------------|
 KL0643| PID    Reference Object                     Distance      Geod. Az  |
 KL0643|                                                           dddmmss.s |
 KL0643| KL0645 HOMESTAKE PK RM                      21.682 METERS 05735     |
 KL0643| CM7433 HOMESTAKE PK RM 2                     7.422 METERS 09047     |
 KL0643| CM7431 HOMESTAKE PK AZ MK                                 1420914.7 |
 KL0643| KL0638 GALENA MTN                          APPROX.14.4 KM 1942830.7 |
 KL0643| CM7432 HOMESTAKE PK RM 1                     5.374 METERS 30520     |
 KL0643|---------------------------------------------------------------------|
 KL0643
 KL0643                          SUPERSEDED SURVEY CONTROL
 KL0643
 KL0643  NAD 83(1986)-  39 22 02.87239(N)    106 24 53.09651(W) AD(       ) 1
 KL0643  NAD 27      -  39 22 02.92300(N)    106 24 50.99200(W) AD(       ) 1
 KL0643  NGVD 29 (07/19/86) 4026.2    (m)        13209.     (f) VERT ANG       
 KL0643
 KL0643.Superseded values are not recommended for survey control.
 KL0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0643.See file dsdata.txt to determine how the superseded data were derived.
 KL0643
 KL0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD7812858510(NAD 83)
 KL0643_MARKER: DS = TRIANGULATION STATION DISK
 KL0643_SETTING: 80 = SET IN A BOULDER
 KL0643_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KL0643
 KL0643  HISTORY     - Date     Condition        Report By
 KL0643  HISTORY     - 1953     MONUMENTED       CGS
 KL0643  HISTORY     - 1959     GOOD             AMS
 KL0643  HISTORY     - 1964     GOOD             USGS
 KL0643
 KL0643                          STATION DESCRIPTION
 KL0643
 KL0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KL0643'THE STATION IS LOCATED ABOUT 14 MILES EAST OF THOMASVILLE,
 KL0643'10 MILES NORTH-NORTHEAST OF LEADVILLE, 5-1/2 MILES WEST OF
 KL0643'TENNESSEE PASS AND AT THE TOP OF A VERY PROMINENT ROCKY PEAK
 KL0643'KNOWN AS HOMESTAKE PEAK.  IT IS 71 FEET SOUTHWEST OF A 4 FOOT
 KL0643'CAIRN AND 4 FEET BELOW THE HIGHEST POINT OF THE PEAK.  THE
 KL0643'STATION WAS BUILT IN 1951 BUT NOT OBSERVED UNTIL 1953.  THE
 KL0643'MARK IS SET FLUSH IN THE CENTER OF A BOULDER WHICH IS ABOUT
 KL0643'3 FEET IN DIAMETER AND IS STAMPED HOMESTAKE PK 1951.
 KL0643'
 KL0643'REFERENCE MARK NO. 1 IS LOCATED AT A POINT WHERE THE PEAK BREAKS
 KL0643'SHARP TO THE SOUTH AND IS 1 FOOT ABOVE THE LEVEL OF THE STATION.
 KL0643'IT IS SET FLUSH IN A BOULDER WHICH IS ABOUT 4 FEET IN DIAMETER
 KL0643'AND PROJECTS 1 FOOT.  THE MARK IS STAMPED HOMESTAKE PK NO 1
 KL0643'1951.
 KL0643'
 KL0643'REFERENCE MARK NO. 2 IS LOCATED ON THE WESTERN SLOPE OF THE
 KL0643'PEAK AND IS 2.5 FEET BELOW THE LEVEL OF THE STATION.  IT IS
 KL0643'SET FLUSH IN A BOULDER WHICH IS ABOUT 12 FEET IN DIAMETER AND
 KL0643'PROJECTS 1 FOOT.  THE MARK IS STAMPED HOMESTAKE PK NO 2 1951.
 KL0643'
 KL0643'A U.S. GEOLOGICAL SURVEY BENCH MARK IS LOCATED ON THE HIGHEST
 KL0643'POINT OF THE PEAK AND BELOW A 4 FOOT CAIRN.  IT IS A STANDARD
 KL0643'BRONZE DISK SET FLUSH IN A BOULDER WHICH IS ABOUT 1 FOOT IN
 KL0643'DIAMETER AND PROJECTS 8 INCHES.  THERE IS NO STAMPING ON THE
 KL0643'MARK.
 KL0643'
 KL0643'THE AZIMUTH MARK IS 30 FEET SOUTHEAST OF AN 8 INCH PINE TREE
 KL0643'WITH A TRIANGLE BLAZE AND 25 FEET SOUTH OF THE CENTER OF A
 KL0643'TRACK ROAD.  IT IS SET FLUSH IN A BOULDER WHICH IS ABOUT 6
 KL0643'FEET IN DIAMETER AND PROJECTS 4 FEET.  THE MARK IS STAMPED
 KL0643'HOMESTAKE PK 1951.
 KL0643'
 KL0643'TO REACH THE STATION FROM THE RAILROAD DEPOT AT THE NORTH EDGE
 KL0643'OF LEADVILLE, GO NORTHWESTERLY ON U.S. HIGHWAY 24 FOR 7.55
 KL0643'MILES TO A T-ROAD LEFT AT THE FOUR LANTERNS CAFE.  TURN LEFT AND
 KL0643'GO WESTERLY ON A GRADED ROAD FOR 0.9 MILE TO A FORK, TAKE THE
 KL0643'LEFT FORK WESTERLY FOR 0.4 MILE TO A FORK.  (THIS FORK IS ABOUT
 KL0643'0.2 MILE EAST OF A GRAVEL PIT.) TAKE THE RIGHT FORK
 KL0643'NORTHWESTERLY FOR 0.5 MILE TO A FORK, TAKE THE RIGHT FORK
 KL0643'NORTH-NORTHWESTERLY FOR 1.0 MILE TO A FORK, TAKE THE LEFT FORK
 KL0643'AND FOLLOW A STEEP ROCKY TRACK ROAD WESTERLY FOR 2.2 MILES TO A
 KL0643'TRIANGLE BLAZED PINE TREE AND THE AZIMUTH MARK ON THE LEFT AS
 KL0643'DESCRIBED.  (THIS IS THE END OF TRUCK TRAVEL AND THE LAST
 KL0643'MILEAGE CAN ONLY BE DRIVEN WITH A JEEP.) FROM THIS
 KL0643'POINT PACK NORTHERLY UP HILL THROUGH TIMBER FOR ABOUT 1 MILE
 KL0643'TO THE BASE OF THE STATION RIDGE.  CONTINUE NORTHWESTERLY UP A
 KL0643'VERY STEEP ROCKY RIDGE FOR ABOUT 2 MILES TO THE TOP OF THE
 KL0643'PEAK AND THE STATION AS DESCRIBED.  THIS IS ABOUT A 2-1/4 HOUR
 KL0643'PACK.
 KL0643
 KL0643                          STATION RECOVERY (1959)
 KL0643
 KL0643'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1959
 KL0643'STATION, REFERENCE MARKS AND THE AZIMUTH MARK WERE RECOVERED
 KL0643'AS DESCRIBED.
 KL0643
 KL0643                          STATION RECOVERY (1964)
 KL0643
 KL0643'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 KL0643'STATION MARK--STANDARD USC AND GS DISK STAMPED ---HOMESTAKE PK.
 KL0643'1951---, SET IN BOULDER, WHICH IS 3 FT. IN DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0645 ***********************************************************************
 KL0645  DESIGNATION -  HOMESTAKE PK RM
 KL0645  PID         -  KL0645
 KL0645  STATE/COUNTY-  CO/LAKE
 KL0645  USGS QUAD   -  HOMESTAKE RESERVOIR (1994)
 KL0645
 KL0645                         *CURRENT SURVEY CONTROL
 KL0645  ___________________________________________________________________
 KL0645* NAD 83(1992)-  39 22 03.25577(N)    106 24 52.32999(W)     ADJUSTED  
 KL0645* NAVD 88     -      4025.     (meters)   13205.     (feet)  SCALED    
 KL0645  ___________________________________________________________________
 KL0645  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 KL0645  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 KL0645
 KL0645  HORZ ORDER  -  SECOND
 KL0645
 KL0645.The horizontal coordinates were established by classical geodetic methods
 KL0645.and adjusted by the National Geodetic Survey in January 1993..
 KL0645
 KL0645.The orthometric height was scaled from a topographic map.
 KL0645
 KL0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0645
 KL0645.The geoid height was determined by GEOID03.
 KL0645
 KL0645;                    North         East     Units Scale Factor Converg.
 KL0645;SPC CO C     -   475,510.333   835,595.917   MT  0.99994670   -0 34 36.4
 KL0645;SPC CO C     - 1,560,070.15  2,741,450.94   sFT  0.99994670   -0 34 36.4
 KL0645;UTM  13      - 4,358,521.823   378,146.662   MT  0.99978282   -0 53 50.4
 KL0645
 KL0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0645!SPC CO C     -   0.99937093  x   0.99994670  =   0.99931766
 KL0645!UTM  13      -   0.99937093  x   0.99978282  =   0.99915388
 KL0645
 KL0645                          SUPERSEDED SURVEY CONTROL
 KL0645
 KL0645  NAD 83(1986)-  39 22 03.24920(N)    106 24 52.33183(W) AD(       ) 2
 KL0645  NAD 27      -  39 22 03.30000(N)    106 24 50.22700(W) AD(       ) 2
 KL0645
 KL0645.Superseded values are not recommended for survey control.
 KL0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0645.See file dsdata.txt to determine how the superseded data were derived.
 KL0645
 KL0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD7814758522(NAD 83)
 KL0645_MARKER: DB = BENCH MARK DISK
 KL0645_SETTING: 80 = SET IN A BOULDER
 KL0645_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KL0645
 KL0645  HISTORY     - Date     Condition        Report By
 KL0645  HISTORY     - 1953     MONUMENTED       USGS
 KL0645
 KL0645                          STATION DESCRIPTION
 KL0645
 KL0645'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 KL0645'THE STATION HOMESTAKE PK IS LOCATED ABOUT 14 MILES E OF THOMASVILLE,
 KL0645'10 MILES NORTH-NORTHEAST OF LEADVILLE, 5-1/2 MILES WEST OF
 KL0645'TENNESSEE PASS AND AT THE TOP OF A VERY PROMINENT ROCKY PEAK
 KL0645'KNOWN AS HOMESTAKE PEAK.  IT IS 71 FEET SOUTHWEST OF A 4 FOOT
 KL0645'CAIRN AND 4 FEET BELOW THE HIGHEST POINT OF THE PEAK.  THE
 KL0645'STATION WAS BUILT IN 1951 BUT NOT OBSERVED UNTIL 1953.  THE
 KL0645'MARK IS SET FLUSH IN THE CENTER OF A BOULDER WHICH IS ABOUT
 KL0645'3 FEET IN DIAMETER AND IS STAMPED HOMESTAKE PK 1951.
 KL0645'
 KL0645'TO REACH THE STATION FROM THE RAILROAD DEPOT AT THE NORTH EDGE
 KL0645'OF LEADVILLE, GO NORTHWESTERLY ON U.S. HIGHWAY 24 FOR 7.55
 KL0645'MILES TO A T-ROAD LEFT AT THE FOUR LANTERNS CAFE.  TURN LEFT AND
 KL0645'GO WESTERLY ON A GRADED ROAD FOR 0.9 MILE TO A FORK, TAKE THE
 KL0645'LEFT FORK WESTERLY FOR 0.4 MILE TO A FORK.  (THIS FORK IS ABOUT
 KL0645'0.2 MILE EAST OF A GRAVEL PIT.) TAKE THE RIGHT FORK
 KL0645'NORTHWESTERLY FOR 0.5 MILE TO A FORK, TAKE THE RIGHT FORK
 KL0645'NORTH-NORTHWESTERLY FOR 1.0 MILE TO A FORK, TAKE THE LEFT FORK
 KL0645'AND FOLLOW A STEEP ROCKY TRACK ROAD WESTERLY FOR 2.2 MILES TO A
 KL0645'TRIANGLE BLAZED PINE TREE.
 KL0645'(THIS IS THE END OF TRUCK TRAVEL AND THE LAST
 KL0645'MILEAGE CAN ONLY BE DRIVEN WITH A JEEP.) FROM THIS
 KL0645'POINT PACK NORTHERLY UP HILL THROUGH TIMBER FOR ABOUT 1 MILE
 KL0645'TO THE BASE OF THE STATION RIDGE.  CONTINUE NORTHWESTERLY UP A
 KL0645'VERY STEEP ROCKY RIDGE FOR ABOUT 2 MILES TO THE TOP OF THE
 KL0645'PEAK AND THE STATION AS DESCRIBED.  THIS IS ABOUT A 2-1/4 HOUR
 KL0645'PACK.
 KL0645'
 KL0645'A U.S. GEOLOGICAL SURVEY BENCH MARK IS LOCATED ON THE HIGHEST
 KL0645'POINT OF THE PEAK AND BELOW A 4 FOOT CAIRN.  IT IS A STANDARD
 KL0645'BRONZE DISK SET FLUSH IN A BOULDER WHICH IS ABOUT 1 FOOT IN
 KL0645'DIAMETER AND PROJECTS 8 INCHES.  THERE IS NO STAMPING ON THE
 KL0645'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1338 ***********************************************************************
 JK1338  DESIGNATION -  HOOK
 JK1338  PID         -  JK1338
 JK1338  STATE/COUNTY-  CO/EL PASO
 JK1338  USGS QUAD   -  TIMBER MOUNTAIN (1994)
 JK1338
 JK1338                         *CURRENT SURVEY CONTROL
 JK1338  ___________________________________________________________________
 JK1338* NAD 83(1992)-  38 35 20.18518(N)    104 49 38.98310(W)     ADJUSTED  
 JK1338* NAVD 88     -      1934.5    (meters)    6347.     (feet)  VERTCON   
 JK1338  ___________________________________________________________________
 JK1338  X           -  -1,277,863.459 (meters)                     COMP
 JK1338  Y           -  -4,827,138.377 (meters)                     COMP
 JK1338  Z           -   3,957,946.972 (meters)                     COMP
 JK1338  LAPLACE CORR-         -13.55  (seconds)                    DEFLEC99
 JK1338  ELLIP HEIGHT-        1916.98  (meters)          (12/03/02) GPS OBS
 JK1338  GEOID HEIGHT-         -17.55  (meters)                     GEOID03
 JK1338
 JK1338  HORZ ORDER  -  FIRST
 JK1338  ELLP ORDER  -  FOURTH    CLASS II
 JK1338
 JK1338.The horizontal coordinates were established by GPS observations
 JK1338.and adjusted by the National Geodetic Survey in December 2002..
 JK1338
 JK1338.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1338
 JK1338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1338
 JK1338.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1338
 JK1338.The ellipsoidal height was determined by GPS observations
 JK1338.and is referenced to NAD 83.
 JK1338
 JK1338.The geoid height was determined by GEOID03.
 JK1338
 JK1338;                    North         East     Units Scale Factor Converg.
 JK1338;SPC CO C     -   388,895.467   972,992.099   MT  0.99997559   +0 25 26.9
 JK1338;SPC CO C     - 1,275,901.21  3,192,224.91   sFT  0.99997559   +0 25 26.9
 JK1338;UTM  13      - 4,271,176.566   515,023.532   MT  0.99960278   +0 06 27.3
 JK1338
 JK1338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1338!SPC CO C     -   0.99969931  x   0.99997559  =   0.99967491
 JK1338!UTM  13      -   0.99969931  x   0.99960278  =   0.99930221
 JK1338
 JK1338:                Primary Azimuth Mark                     Grid Az
 JK1338:SPC CO C     -  HOOK AZ MK                               179 35 30.9
 JK1338:UTM  13      -  HOOK AZ MK                               179 54 30.5
 JK1338
 JK1338|---------------------------------------------------------------------|
 JK1338| PID    Reference Object                     Distance      Geod. Az  |
 JK1338|                                                           dddmmss.s |
 JK1338| JK1339 HOOK AZ MK                          APPROX. 0.7 KM 1800057.8 |
 JK1338| CR8287 HOOK RM 1                            24.978 METERS 21740     |
 JK1338| CR8288 HOOK RM 2                            24.960 METERS 30824     |
 JK1338| JK1330 COLORADO SPRINGS KKTV MAST          APPROX.17.6 KM 3500007.9 |
 JK1338|---------------------------------------------------------------------|
 JK1338
 JK1338                          SUPERSEDED SURVEY CONTROL
 JK1338
 JK1338  NAD 83(1992)-  38 35 20.18512(N)    104 49 38.97488(W) AD(       ) 1
 JK1338  NAD 83(1986)-  38 35 20.17186(N)    104 49 38.96901(W) AD(       ) 1
 JK1338  NGVD 29 (07/20/87) 1933.5    (m)         6343.     (f) GPS OBS        
 JK1338
 JK1338.Superseded values are not recommended for survey control.
 JK1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1338.See file dsdata.txt to determine how the superseded data were derived.
 JK1338
 JK1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC1502471177(NAD 83)
 JK1338_MARKER: DH = HORIZONTAL CONTROL DISK
 JK1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK1338_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK1338+STABILITY: SURFACE MOTION
 JK1338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1338+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1986
 JK1338
 JK1338  HISTORY     - Date     Condition        Report By
 JK1338  HISTORY     - 1985     MONUMENTED       USA
 JK1338  HISTORY     - 19860623 GOOD
 JK1338
 JK1338                          STATION DESCRIPTION
 JK1338
 JK1338'DESCRIBED BY US ARMY 1985 (LWD)
 JK1338'THE STATION IS LOCATED ABOUT 17.7 KM (11.0 MI)
 JK1338'SOUTHWEST OF FOUNTAIN,
 JK1338'29.0 KM (18.0 MI) SOUTH OF COLORADO SPRINGS
 JK1338'41.8 KM (26.0 MI) NORTHWEST OF PUEBLO ON A MESA WEST OF THE IMPACT
 JK1338'AREA ON FORT CARSON MILITARY RESERVATION ALONG THE WEST SIDE OF
 JK1338'ROUTE 7..
 JK1338'OWNERSHIP--U.S.ARMY,  CONTACT DIVISION ARTILLERY SURVEY INFORMATION
 JK1338'CENTER,  HHB 4TH INFANTRY DIVISION ARTILLERY, FORT CARSON, COLORADO
 JK1338'80913-5428.  TELEPHONE  303-579-2131..
 JK1338'
 JK1338'TO REACH THE STATION FROM THE INTERSECTION OF ROUTES 6 AND 7 ON
 JK1338'CARSON MILITARY RESEVATION.  GO SOUTH FOR 8.5 KM (5.26 MI) ON ROUTE
 JK1338'7 TO A SIGN LEFT INDICATING OP 8A AND THE STATION ON LEFT.
 JK1338'
 JK1338'THE STATION IS A STANDARD NGS DISK
 JK1338'STAMPED---HOOK GPS 1985---,
 JK1338'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JK1338'27 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 JK1338'0.9 METERS (3.1 FT) NORTHWEST FROM AN ORANGE WITNESS POST
 JK1338'18.5 METERS (59.7 FT) SOUTHWEST FROM THE CENTERLINE OF THE ACCESS
 JK1338'ROAD TO OP 8A
 JK1338'27.7 METERS (91.0 FT) EAST FROM THE CENTERLINE OF ROUTE 7
 JK1338'1.6 METERS (5.2 FT) SOUTH-SOUTHEAST FROM AN ORANGE WITNESS POST
 JK1338'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 JK1338'STAMPED---HOOK GPS 1985---,
 JK1338'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 JK1338'
 JK1338'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 JK1338'STAMPED---HOOK GPS NO 1 1985---,
 JK1338'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JK1338'27 CM IN DIAMETER RECESSED 6.2 CM BELOW GROUND.  LOCATED
 JK1338'1.0 METERS (3.2 FT) NORTH-NORTHEAST FROM A STEEL WITNESS POST
 JK1338'11.7 METERS (38.4 FT) EAST FROM THE CENTERLINE OF ROUTE 7
 JK1338'MARK IS 0.3 METERS BELOW THE STATION.
 JK1338'
 JK1338'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 JK1338'STAMPED---HOOK GPS NO 2 1985---,
 JK1338'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JK1338'29 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 JK1338'8.5 METERS (27.8 FT) EAST FROM THE CENTERLINE OF ROUTE 7
 JK1338'1.1 METERS (3.5 FT) SOUTHEAST FROM A STEEL WITNESS POST
 JK1338'MARK IS 0.3 METERS BELOW THE STATION.
 JK1338'
 JK1338'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 JK1338'STAMPED---HOOK GPS 1985---,
 JK1338'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JK1338'29 CM IN DIAMETER RECESSED 6.4 CM BELOW GROUND.  LOCATED
 JK1338'1.2 METERS (4.0 FT) WEST FROM AN ORANGE WITNESS POST
 JK1338'19.8 METERS (65.0 FT) EAST FROM THE CENTERLINE OF ROUTE 7
 JK1338'29.9 METERS (98.0 FT) SOUTHWEST FROM THE SOUTHWEST CORNER OF
 JK1338'BUILDING T-9437
 JK1338'TO REACH THE AZIMUTH FROM THE STATION,
 JK1338'GO SOUTH FOR 0.7 KM (0.45 MI) ON ROUTE 7 TO BUILDING T-9437 AND THE
 JK1338'AZIMUTH MARK ON LEFT.
 JK1338'
 JK1338'DESCRIBED BY LWD.
 JK1338
 JK1338                          STATION RECOVERY (1986)
 JK1338
 JK1338'RECOVERED 1986
 JK1338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0650 ***********************************************************************
 LM0650  DESIGNATION -  HOOKER
 LM0650  PID         -  LM0650
 LM0650  STATE/COUNTY-  CO/ROUTT
 LM0650  USGS QUAD   -  HOOKER MOUNTAIN (1973)
 LM0650
 LM0650                         *CURRENT SURVEY CONTROL
 LM0650  ___________________________________________________________________
 LM0650* NAD 83(1992)-  40 33 58.09549(N)    107 11 14.09405(W)     ADJUSTED  
 LM0650* NAVD 88     -      2365.8    (meters)    7762.     (feet)  VERTCON   
 LM0650  ___________________________________________________________________
 LM0650  LAPLACE CORR-           9.42  (seconds)                    DEFLEC99
 LM0650  GEOID HEIGHT-         -13.60  (meters)                     GEOID03
 LM0650
 LM0650  HORZ ORDER  -  SECOND
 LM0650
 LM0650.The horizontal coordinates were established by classical geodetic methods
 LM0650.and adjusted by the National Geodetic Survey in January 1993..
 LM0650
 LM0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0650
 LM0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0650
 LM0650.The geoid height was determined by GEOID03.
 LM0650
 LM0650;                    North         East     Units Scale Factor Converg.
 LM0650;SPC CO N     -   443,041.262   771,530.741   MT  0.99997196   -1 05 24.7
 LM0650;SPC CO N     - 1,453,544.54  2,531,263.77   sFT  0.99997196   -1 05 24.7
 LM0650;UTM  13      - 4,492,895.021   314,841.120   MT  1.00002202   -1 25 22.2
 LM0650
 LM0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0650!SPC CO N     -   0.99963115  x   0.99997196  =   0.99960312
 LM0650!UTM  13      -   0.99963115  x   1.00002202  =   0.99965316
 LM0650
 LM0650|---------------------------------------------------------------------|
 LM0650| PID    Reference Object                     Distance      Geod. Az  |
 LM0650|                                                           dddmmss.s |
 LM0650| CP5550 HOOKER RM 2                           6.618 METERS 23513     |
 LM0650| CP5548 HOOKER AZ MK                                       2871227.9 |
 LM0650| CP5549 HOOKER RM 1                           7.186 METERS 34619     |
 LM0650|---------------------------------------------------------------------|
 LM0650
 LM0650                          SUPERSEDED SURVEY CONTROL
 LM0650
 LM0650  NAD 83(1986)-  40 33 58.09428(N)    107 11 14.08804(W) AD(       ) 2
 LM0650  NAD 27      -  40 33 58.18600(N)    107 11 11.87900(W) AD(       ) 2
 LM0650  NGVD 29 (07/19/86) 2364.5    (m)         7758.     (f) VERT ANG       
 LM0650
 LM0650.Superseded values are not recommended for survey control.
 LM0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0650.See file dsdata.txt to determine how the superseded data were derived.
 LM0650
 LM0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE1484192895(NAD 83)
 LM0650_MARKER: DS = TRIANGULATION STATION DISK
 LM0650_SETTING: 0 = UNSPECIFIED SETTING
 LM0650
 LM0650  HISTORY     - Date     Condition        Report By
 LM0650  HISTORY     - 1949     MONUMENTED       CGS
 LM0650  HISTORY     - 1971     GOOD             USGS
 LM0650
 LM0650                          STATION DESCRIPTION
 LM0650
 LM0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LM0650'THE STATION IS LOCATED ABOUT 6 MILES AIRLINE NORTHEAST OF
 LM0650'HAYDEN ON THE HIGHEST POINT OF HOOKER MOUNTAIN, WHICH IS A
 LM0650'NORTH-SOUTH RIDGE WITH A STEEP SLOPE ON THE EAST SIDE AND A
 LM0650'GRADUAL SLOPE ON THE WEST.  THE MOUNTAIN IS COVERED WITH SHORT
 LM0650'THICK BRUSH.  THE STATION, AZIMUTH AND THE TWO REFERENCE MARKS
 LM0650'ARE BRONZE DISKS WELDED TO THE TOP OF IRON PIPES.  THE STATION
 LM0650'MARK PROJECTS 4 INCHES, IS SET ON THE NORTH END OF THE MOUNTAIN 4
 LM0650'FEET WEST OF THE RIM OF SLOPE.  IT IS STAMPED, HOOKER 1949.
 LM0650'
 LM0650'REFERENCE MARK NO. 1 PROJECTS 8 INCHES, IS 1 FOOT LOWER THAN
 LM0650'THE STATION MARK AND IS STAMPED, HOOKER NO 1 1949.
 LM0650'
 LM0650'REFERENCE MARK NO. 2 PROJECTS 5 INCHES, IS 30 INCHES LOWER THAN
 LM0650'THE STATION MARK AND IS STAMPED, HOOKER NO 2 1949.
 LM0650'
 LM0650'THE AZIMUTH MARK PROJECTS 5 INCHES, IS SET 12 PACES WEST OF
 LM0650'A BLADED ROAD 30 PACES WEST OF A RED BOARD GATE, 3 FEET SOUTHWEST
 LM0650'OF A WHITE WITNESS POST AND 2 FEET EAST OF A WIRE FENCE.  IT IS
 LM0650'STAMPED, HOOKER 1949.
 LM0650'
 LM0650'TO REACH THE STATION FROM HAYDEN.  GO NORTH ON A GRAVEL ROAD
 LM0650'0.8 MILE TO A T-INTERSECTION.  TURN RIGHT, GO 2.2 MILES TO A
 LM0650'FORK.  TURN LEFT, GO 4.4 MILES TO A RED BOARD GATE ON RIGHT AND
 LM0650'AZIMUTH MARK ON LEFT.  TURN RIGHT, PASS THROUGH GATE, FOLLOW
 LM0650'TRACK ROAD 0.45 MILE TO A POND.  GO SOUTHERLY 0.3 MILE TO ANOTHER
 LM0650'POND.  BEAR LEFT, GO 0.15 MILE TO A GATE.  CONTINUE EASTERLY
 LM0650'THEN UP RIDGE AS FAR AS TRUCK CAN BE DRIVEN, THEN UP SLOPE
 LM0650'TO NORTH END OF RIDGE AND STATION.  A 15-MINUTE PACK.  WITH A
 LM0650'FOUR WHEEL DRIVE VEHICLE THE STATION CAN BE DRIVEN BY BEARING
 LM0650'LEFT AFTER PASSING THROUGH GATE THEN UP GENTLE SLOPE
 LM0650'EASTERLY, THEN NORTHERLY TO HIGHEST POINT AND STATION.
 LM0650
 LM0650                          STATION RECOVERY (1971)
 LM0650
 LM0650'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (LNJ)
 LM0650'TO REACH THE STATION FROM HAYDEN.  GO N. OUT OF HAYDEN 0.8 MI.
 LM0650'TO T-INTERSECTION.  TURN RIGHT, GO 3.6 MI. TO A FORK.  TURN
 LM0650'LEFT, GO 5.0 MI. TO A Y RD. TAKE THE RIGHT FORK 0.1 MI. TO A
 LM0650'RED GATE TO SMITH RANCH.  GO S. 0.3 MI. TO THE FIRST RANCH
 LM0650'HOUSE THEN TURN LEFT THROUGH THE RANCH YARD FOR 0.2 MI. E. TO A
 LM0650'RED GATE.  GO E. ALONG A CLASS 4RD. FOR 0.1 MI. TO A Y FORK.
 LM0650'TAKE THE RIGHT FORK FOR 1.5 MI. TO A Y FORK.  TAKE THE LEFT
 LM0650'FORK FOR 0.2 MI. TO A Y FORK.  TAKE THE RIGHT FORK 0.8 MI. TO A
 LM0650'Y FORK.  TAKE THE LEFT FORK FOR 0.4 MI. TO THE TOP OF A RIDGE.  A
 LM0650'15-MINUTE PACK UP THE E. SIDE OF RIDGE TO TOP AND
 LM0650'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0542 ***********************************************************************
 HK0542  DESIGNATION -  HOOPER
 HK0542  PID         -  HK0542
 HK0542  STATE/COUNTY-  CO/SAGUACHE
 HK0542  USGS QUAD   -  DEADMAN CAMP (1979)
 HK0542
 HK0542                         *CURRENT SURVEY CONTROL
 HK0542  ___________________________________________________________________
 HK0542* NAD 83(1992)-  37 45 01.04797(N)    105 51 17.55533(W)     ADJUSTED  
 HK0542* NAVD 88     -      2300.65   (+/-2cm)    7548.0    (feet)  VERTCON   
 HK0542  ___________________________________________________________________
 HK0542  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 HK0542  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 HK0542
 HK0542  HORZ ORDER  -  FIRST
 HK0542  VERT ORDER  -  THIRD ? (See Below)
 HK0542
 HK0542.The horizontal coordinates were established by classical geodetic methods
 HK0542.and adjusted by the National Geodetic Survey in January 1993..
 HK0542
 HK0542.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0542.The vertical order pertains to the NGVD 29 superseded value.
 HK0542
 HK0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0542
 HK0542.The geoid height was determined by GEOID03.
 HK0542
 HK0542;                    North         East     Units Scale Factor Converg.
 HK0542;SPC CO S     -   425,124.672   883,128.510   MT  0.99994646   -0 13 03.6
 HK0542;SPC CO S     - 1,394,763.19  2,897,397.45   sFT  0.99994646   -0 13 03.6
 HK0542;UTM  13      - 4,178,453.867   424,689.636   MT  0.99966986   -0 31 24.2
 HK0542
 HK0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0542!SPC CO S     -   0.99964169  x   0.99994646  =   0.99958817
 HK0542!UTM  13      -   0.99964169  x   0.99966986  =   0.99931167
 HK0542
 HK0542:                Primary Azimuth Mark                     Grid Az
 HK0542:SPC CO S     -  SIERRA BLANCA PEAK                       120 35 13.8
 HK0542:UTM  13      -  SIERRA BLANCA PEAK                       120 53 34.4
 HK0542
 HK0542|---------------------------------------------------------------------|
 HK0542| PID    Reference Object                     Distance      Geod. Az  |
 HK0542|                                                           dddmmss.s |
 HK0542| HK0514 SIERRA BLANCA PEAK                  APPROX.37.8 KM 1202210.2 |
 HK0542| CM8792 HOOPER RM 1                          18.248 METERS 15311     |
 HK0542| CM8791 HOOPER AZ MK                                       2110015.0 |
 HK0542| CM8793 HOOPER RM 2                          21.138 METERS 29233     |
 HK0542| HK0543 GIBSON                              APPROX.14.5 KM 3332910.0 |
 HK0542|---------------------------------------------------------------------|
 HK0542
 HK0542                          SUPERSEDED SURVEY CONTROL
 HK0542
 HK0542  NAD 83(1986)-  37 45 01.04738(N)    105 51 17.56415(W) AD(       ) 1
 HK0542  NAD 27      -  37 45 01.04900(N)    105 51 15.48800(W) AD(       ) 1
 HK0542  NGVD 29 (07/19/86) 2299.47   (m)         7544.2    (f) LEVELING    3  
 HK0542
 HK0542.Superseded values are not recommended for survey control.
 HK0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0542.See file dsdata.txt to determine how the superseded data were derived.
 HK0542
 HK0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB2469078454(NAD 83)
 HK0542_MARKER: DD = SURVEY DISK
 HK0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0542
 HK0542  HISTORY     - Date     Condition        Report By
 HK0542  HISTORY     - 1936     MONUMENTED       USGS
 HK0542  HISTORY     - 1962     GOOD             CGS
 HK0542  HISTORY     - 1967     GOOD             USGS
 HK0542
 HK0542                          STATION DESCRIPTION
 HK0542
 HK0542'DESCRIBED BY US GEOLOGICAL SURVEY 1936 (JDT)
 HK0542'STATION IS LOCATED ABOUT 1.5 MILES N AND E OF HOOPER IN THE
 HK0542'SW 1/4 SEC. 35, T 41 N, R 10 E.  ABOUT 180 FEET N OF THE CENTER OF
 HK0542'AN E-W ROAD.  25 FEET E OF A N-S FENCE.  ABOUT 55 FEET E OF A
 HK0542'N-S ROAD.
 HK0542'
 HK0542'STATION MARK AND REFERENCE MARKS ARE U.S.G.S. DISKS SET IN
 HK0542'BLOCKS OF CONCRETE AND SET IN THE GROUND AS THE U.S.C. AND G.S.
 HK0542'MARKS ARE.  THE STATION MARK AND REFERENCE MARKS ARE MARKED IN THE
 HK0542'SAME WAY THE U.S.C. AND G.S. MARKS ARE, AND ARROWS POINT FROM THE
 HK0542'REFERENCE MARK TO THE STATION MARK.
 HK0542'
 HK0542'REFERENCE MARK NO. 1 IS 59.87 FEET SSW OF THE STATION ABOUT 3 FEET
 HK0542'E OF FENCE.
 HK0542'
 HK0542'REFERENCE MARK NO. 2 IS 69.35 FEET NNW OF THE STATION ABOUT 12
 HK0542'FEET E OF THE FENCE.
 HK0542'
 HK0542'THE AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS
 HK0542'DESCRIBED.  IT IS ABOUT 0.3 MILE W OF THE STATION.
 HK0542'ABOUT 20 FEET N OF THE CENTER LINE OF ROAD.  2 FEET N OF A WIRE
 HK0542'FENCE.  ON FLAT GROUND.
 HK0542'
 HK0542'TO REACH THE STATION FROM HOOPER GO N ON HIGHWAY 17 ABOUT 0.2
 HK0542'MILE TO A POINT WHERE HIGHWAY 17 TURNS W AND A DIRT ROAD LEADS
 HK0542'E.  TAKE THIS ROAD E 1.3 MILES TO A T-ROAD N (THERE IS ALSO A
 HK0542'T-ROAD S ABOUT 100 FEET E OF THIS INTERSECTION).  ENTER FIELD
 HK0542'THROUGH A WIRE GATE ON THE E SIDE OF FENCE AND ON THE N SIDE OF
 HK0542'ROAD.  STATION IS ABOUT 150 FEET N OF THE E-W FENCE.  THE
 HK0542'STATION IS LOCATED ON FLAT GROUND OF NO PARTICULAR PROMINENCE.
 HK0542'
 HK0542'HEIGHT OF LIGHT ABOVE STATION MARK - 74 FEET.
 HK0542
 HK0542                          STATION RECOVERY (1962)
 HK0542
 HK0542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (AWH)
 HK0542'STATION FOUND AS DESCRIBED.  ALL MARKS FOUND IN GOOD CONDTION.
 HK0542'THE AZIMUTH LISTED TO THE HOOPER AZIMUTH MARK ON FORM (DEPT OF
 HK0542'COMMERCE USC AND GS) NO. 709 WAS FOUND TO BE DIFFERENT THAN THE
 HK0542'TRUE AZIMUTH.
 HK0542
 HK0542                          STATION RECOVERY (1967)
 HK0542
 HK0542'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HK0542'STATION MARK--STANDARD USGS BRONZE TABLET, SET IN TOP OF CONCRETE
 HK0542'POST, PROJECTING 0.5 FT. ABOVE GROUND, STAMPED ---HOOPER 1936---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0664 ***********************************************************************
 KL0664  DESIGNATION -  HOOSIER
 KL0664  PID         -  KL0664
 KL0664  STATE/COUNTY-  CO/EAGLE
 KL0664  USGS QUAD   -  TONER RESERVOIR (1987)
 KL0664
 KL0664                         *CURRENT SURVEY CONTROL
 KL0664  ___________________________________________________________________
 KL0664* NAD 83(1992)-  39 29 06.60746(N)    106 57 16.89696(W)     ADJUSTED  
 KL0664* NAVD 88     -      3509.4    (meters)   11514.     (feet)  VERTCON   
 KL0664  ___________________________________________________________________
 KL0664  LAPLACE CORR-           6.96  (seconds)                    DEFLEC99
 KL0664  GEOID HEIGHT-         -13.73  (meters)                     GEOID03
 KL0664
 KL0664  HORZ ORDER  -  FIRST
 KL0664
 KL0664.The horizontal coordinates were established by classical geodetic methods
 KL0664.and adjusted by the National Geodetic Survey in January 1993..
 KL0664
 KL0664.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0664
 KL0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0664
 KL0664.The geoid height was determined by GEOID03.
 KL0664
 KL0664;                    North         East     Units Scale Factor Converg.
 KL0664;SPC CO C     -   489,171.094   789,262.633   MT  0.99995834   -0 55 02.9
 KL0664;SPC CO C     - 1,604,888.83  2,589,439.16   sFT  0.99995834   -0 55 02.9
 KL0664;UTM  13      - 4,372,442.309   331,895.348   MT  0.99994794   -1 14 35.7
 KL0664
 KL0664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0664!SPC CO C     -   0.99945187  x   0.99995834  =   0.99941023
 KL0664!UTM  13      -   0.99945187  x   0.99994794  =   0.99939984
 KL0664
 KL0664|---------------------------------------------------------------------|
 KL0664| PID    Reference Object                     Distance      Geod. Az  |
 KL0664|                                                           dddmmss.s |
 KL0664| CM7434 HOOSIER RM 1                          6.591 METERS 14658     |
 KL0664| CM7436 HOOSIER RM 3                          6.626 METERS 14845     |
 KL0664| KL0663 SLOANE PEAK                         APPROX.15.7 KM 1592728.5 |
 KL0664| CM7435 HOOSIER RM 2                          7.585 METERS 28925     |
 KL0664|---------------------------------------------------------------------|
 KL0664
 KL0664                          SUPERSEDED SURVEY CONTROL
 KL0664
 KL0664  NAD 83(1986)-  39 29 06.60208(N)    106 57 16.89812(W) AD(       ) 1
 KL0664  NAD 27      -  39 29 06.66100(N)    106 57 14.73800(W) AD(       ) 1
 KL0664  NGVD 29 (10/17/91) 3507.7    (m)        11508.     (f) VERT ANG       
 KL0664
 KL0664.Superseded values are not recommended for survey control.
 KL0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0664.See file dsdata.txt to determine how the superseded data were derived.
 KL0664
 KL0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD3189572442(NAD 83)
 KL0664_MARKER: DS = TRIANGULATION STATION DISK
 KL0664_SETTING: 80 = SET IN A BOULDER
 KL0664_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KL0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KL0664+SATELLITE: SATELLITE OBSERVATIONS - 1986
 KL0664
 KL0664  HISTORY     - Date     Condition        Report By
 KL0664  HISTORY     - 1953     MONUMENTED       CGS
 KL0664  HISTORY     - 1959     GOOD             AMS
 KL0664  HISTORY     - 1960     GOOD             USGS
 KL0664  HISTORY     - 1978     GOOD             NGS
 KL0664  HISTORY     - 1986     GOOD
 KL0664
 KL0664                          STATION DESCRIPTION
 KL0664
 KL0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KL0664'THE STATION IS LOCATED ABOUT 22 MILES EAST OF GLENWOOD SPRINGS,
 KL0664'ABOUT 12 MILES SOUTH SOUTHEAST OF GYPSUM, 47 FEET NORTHEAST OF
 KL0664'A TREE WITH A TRIANGLE BLAZE, 12 FEET SOUTHEAST OF A WITNESS POST
 KL0664'AND 11 FEET SOUTH OF THE EDGE OF THE CLIFF.  IT IS SET IN A
 KL0664'BOULDER THAT PROJECTS 1 INCH AND IT IS STAMPED HOOSIER 1953.
 KL0664'
 KL0664'REFERENCE MARK NO. 1 IS 52 FEET NORTHEAST OF THE TREE WITH THE
 KL0664'TRIANGLE BLAZE, 6 FEET SOUTHWEST OF THE EDGE OF THE CLIFF AND
 KL0664'IT IS STAMPED HOOSIER NO 1 1953.
 KL0664'
 KL0664'REFERENCE MARK NO. 2 IS 36 FEET NORTH NORTHEAST OF THE TREE WITH
 KL0664'THE TRIANGLE BLAZE 10 FEET SOUTH OF THE EDGE OF THE CLIFF AND
 KL0664'IT IS STAMPED HOOSIER NO 2 1953.
 KL0664'
 KL0664'NO SUITABLE PLACE AVAILABLE TO SET AN AZIMUTH MARK FOR THIS
 KL0664'STATION.
 KL0664'
 KL0664'TO REACH THE STATION FROM THE POST OFFICE IN CARBONDALE
 KL0664'GO WEST ON MAIN STREET FOR 0.05 MILE TO STATE HIGHWAY 133,
 KL0664'CONTINUE WEST AND NORTH ON STATE HIGHWAY 133 FOR 1.25 MILES
 KL0664'TO STATE HIGHWAY 82, TURN RIGHT ON STATE HIGHWAY 82 AND GO
 KL0664'EAST FOR 7.2 MILES TO A T ROAD LEFT AND THE ROARING FORK
 KL0664'PUMICE BLOCK PLANT ON THE LEFT, TURN LEFT AND GO 2.55 MILES
 KL0664'TO A T ROAD JUNCTION, TURN RIGHT AND GO 0.5 MILE TO A FORK,
 KL0664'TAKE LEFT FORK AND GO 2.65 MILES TO A T ROAD LEFT, TURN LEFT
 KL0664'AND GO 2.5 MILES TO A T ROAD JUNCTION (STATE HIGHWAY 107)
 KL0664'TURN RIGHT ON STATE HIGHWAY 107 AND GO 1.2 MILES TO A FORK,
 KL0664'TAKE LEFT FORK AND GO 5.9 MILES TO A CATTLE CAMP ON THE RIGHT,
 KL0664'CONTINUE ON MAIN ROAD FOR 0.1 MILE TO A REVERSE FORK, TURN
 KL0664'SHARP RIGHT AND GO 8.4 MILES TO A REVERSE FORK ON THE LEFT
 KL0664'AND A LOADING PLATFORM ON THE RIGHT, LEAVE THE MAIN ROAD
 KL0664'AND FOLLOW THE DIM TRACK ROAD NORTH TO THE HIGHEST PART OF
 KL0664'THE HILL AND THE STATION AND REFERENCE MARKS AS DESCRIBED.
 KL0664
 KL0664                          STATION RECOVERY (1959)
 KL0664
 KL0664'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1959
 KL0664'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 KL0664'
 KL0664'THE STATION IS LOCATED ON THE HIGHEST POINT OF RIDGE, 48.0
 KL0664'FEET NORTH OF LONE PINE TREE, 162.5 FEET NORTH-NORTHWEST OF LONE
 KL0664'CLUMP OF PINES, AND 22.5 FEET SOUTH OF SHEER DROP TO THE NORTH.
 KL0664
 KL0664                          STATION RECOVERY (1960)
 KL0664
 KL0664'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 KL0664'STATION MARK--A STANDARD USC AND GS DISK, STAMPED---HOOSIER 1953---.
 KL0664
 KL0664                          STATION RECOVERY (1978)
 KL0664
 KL0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 KL0664'STATION MARK AND REFERENCE MARK NUMBER 2 WERE RECOVERED IN GOOD
 KL0664'CONDITION.  REFERENCE MARK NUMBER 1 STEM WITH A PUNCH HOLE IN
 KL0664'TOP CENTER WAS RECOVERED AND SOLID IN DRILL HOLE.  A NEW REFERENCE
 KL0664'MARK, NUMBER 3 WAS ESTABLISHED AT THIS TIME.  DISTANCE TO THE
 KL0664'REFERENCE MARK NUMBER 1 CHECKED GOOD BUT THE DISTANCE TO
 KL0664'REFERENCE MARK NUMBER 2 DID NOT CHECK BY 0.017 METERS.  THE
 KL0664'HORIZONTAL ANGLE BETWEEN THE REFERENCE MARKS DID NOT CHECK THE
 KL0664'PREVIOUS ANGLE BY 3 MIN 50 SEC.
 KL0664'
 KL0664'STATION IS REACHED FROM THE POST OFFICE IN CARBONDALE.  GO WEST
 KL0664'ON MAIN STREET FOR 0.35 MILE TO THE JUNCTION WITH STATE HIGHWAY
 KL0664'133.  TURN RIGHT AND PROCEED WEST-NORTHWEST ON HIGHWAY 133 FOR 1.05
 KL0664'MILES TO THE JUNCTION WITH STATE HIGHWAY 82.  TURN RIGHT AND GO
 KL0664'EAST ON HIGHWAY 82 FOR 7.35 MILES TO A SURFACED ROAD AND SMALL
 KL0664'SETTLEMENT ON LEFT.  TURN LEFT AND GO NORTHERLY THROUGH
 KL0664'SETTLEMENT AND UPHILL ON WINDING ROAD FOR 2.5 MILES, TOP OF HILL
 KL0664'AND GRADED ROAD RIGHT.  TURN RIGHT AND CONTINUE ON GRADED ROAD
 KL0664'FOR 0.5 MILE TO A FORK AND GATE ON THE RIGHT, KEEP LEFT AND
 KL0664'CONTINUE ON THE GRADED ROAD FOR 2.55 MILES TO FORK AND HOUSE
 KL0664'ON RIGHT, KEEP LEFT AND CONTINUE ON THE MAIN GRADED ROAD FOR
 KL0664'2.55 MILES TO A T-ROAD, ROAD 113.  TURN RIGHT AND FOLLOW ROAD
 KL0664'113, A ROUGH, NARROW AND WINDY MOUNTAIN ROAD FOR 4.55 MILES TO A
 KL0664'CATTLE GUARD AND POWERLINE.  CONTINUE STRAIGHT AHEAD ON THE
 KL0664'ROAD FOR 2.7 MILES TO A CATTLE CORRAL ON RIGHT.  CONTINUE FOR 0.1
 KL0664'MILE TO A ROAD ON RIGHT.  TURN SHARP RIGHT AND CONTINUE ON
 KL0664'ROUGH ROAD UP MOUNTAIN FOR 8.6 MILES TO AN OPEN AREA, CROSSROAD
 KL0664'AND WOOD POST.  LEAVE ROAD AND GO NORTH-NORTHEAST
 KL0664'ACROSS COUNTRY FOR 0.1 MILE TO THE TREE LINE.  TURN RIGHT AND GO
 KL0664'NORTHERLY UP THROUGH TREES FOR ABOUT 0.15 MILE TO TOP OF HILL AND
 KL0664'STATION, NEAR BLUFF.
 KL0664'
 KL0664'A 4-WHEEL DRIVE VEHICLE WILL BE NEEDED FOR THE LAST 0.25 MILE.
 KL0664'
 KL0664'STATION IS A STANDARD STATION MARK DISK, STAMPED HOOSIER 1953,
 KL0664'CEMENTED IN A DRILL HOLE, IN THE TOP OF A BURRIED BOULDER PROJECTING
 KL0664'ABOUT 1 INCH.  MARK IS 11 FEET SOUTH OF A BLUFF EDGE.
 KL0664'
 KL0664'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK STEM WITH
 KL0664'PUNCH HOLE IN TOP-CENTER, CEMENTED IN A DRILL HOLE, IN THE TOP OF A
 KL0664'BURRIED BOULDER PROJECTING ABOUT 2 INCHES.
 KL0664'
 KL0664'REFERENCE MARK NUMBER 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 KL0664'HOOSIER NO 2 1953, CEMENTED IN A DRILL HOLE, IN THE TOP OF A BURRIED
 KL0664'BOULDER FLUSH WITH THE GROUND.  MARK IS ABOUT 2 FEET LOWER IN
 KL0664'ELEVATION THAN THE STATION MARK.
 KL0664'
 KL0664'REFERENCE MARK NUMBER 3 IS A STANDARD REFERENCE MARK DISK, STAMPED
 KL0664'HOOSIER 1953 NO 3 1978, CEMENTED IN A DRILL HOLE, IN THE TOP OF A
 KL0664'BURRIED BOULDER PROJECTING ABOUT 2 INCHES.  MARK IS ABOUT 1 FOOT
 KL0664'HIGHER IN ELEVATION THAN THE STATION MARK.
 KL0664'
 KL0664'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--21-1/4 MILES ESE
 KL0664'OF GLENWOOD SPRINGS.
 KL0664
 KL0664                          STATION RECOVERY (1986)
 KL0664
 KL0664'RECOVERED 1986
 KL0664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0395 ***********************************************************************
 LL0395  DESIGNATION -  HOOT
 LL0395  PID         -  LL0395
 LL0395  STATE/COUNTY-  CO/WELD
 LL0395  USGS QUAD   -  CHALK BLUFFS SW (1972)
 LL0395
 LL0395                         *CURRENT SURVEY CONTROL
 LL0395  ___________________________________________________________________
 LL0395* NAD 83(1992)-  40 46 07.71253(N)    104 43 27.33234(W)     ADJUSTED  
 LL0395* NAVD 88     -      1625.963  (meters)    5334.51   (feet)  ADJUSTED  
 LL0395  ___________________________________________________________________
 LL0395  LAPLACE CORR-          -7.19  (seconds)                    DEFLEC99
 LL0395  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 LL0395  DYNAMIC HT  -        1624.602 (meters)    5330.05  (feet)  COMP
 LL0395  MODELED GRAV-     979,730.3   (mgal)                       NAVD 88
 LL0395
 LL0395  HORZ ORDER  -  SECOND
 LL0395  VERT ORDER  -  SECOND    CLASS 0
 LL0395
 LL0395.The horizontal coordinates were established by classical geodetic methods
 LL0395.and adjusted by the National Geodetic Survey in January 1993..
 LL0395
 LL0395.The orthometric height was determined by differential leveling
 LL0395.and adjusted by the National Geodetic Survey in June 1991..
 LL0395
 LL0395.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL0395
 LL0395.The geoid height was determined by GEOID03.
 LL0395
 LL0395.The dynamic height is computed by dividing the NAVD 88
 LL0395.geopotential number by the normal gravity value computed on the
 LL0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0395.degrees latitude (g = 980.6199 gals.).
 LL0395
 LL0395.The modeled gravity was interpolated from observed gravity values.
 LL0395
 LL0395;                    North         East     Units Scale Factor Converg.
 LL0395;SPC CO N     -   464,474.251   979,895.477   MT  0.99999768   +0 30 04.4
 LL0395;SPC CO N     - 1,523,862.61  3,214,873.74   sFT  0.99999768   +0 30 04.4
 LL0395;UTM  13      - 4,513,129.755   523,271.096   MT  0.99960667   +0 10 48.2
 LL0395
 LL0395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL0395!SPC CO N     -   0.99974770  x   0.99999768  =   0.99974538
 LL0395!UTM  13      -   0.99974770  x   0.99960667  =   0.99935447
 LL0395
 LL0395|---------------------------------------------------------------------|
 LL0395| PID    Reference Object                     Distance      Geod. Az  |
 LL0395|                                                           dddmmss.s |
 LL0395| CP8245 HOOT RM 1                             6.957 METERS 08752     |
 LL0395| LL0396 HOOT RM 2                            19.262 METERS 18024     |
 LL0395| LL1263 NUNN MUNICIPAL TANK                 APPROX. 8.6 KM 2132842.5 |
 LL0395|---------------------------------------------------------------------|
 LL0395
 LL0395                          SUPERSEDED SURVEY CONTROL
 LL0395
 LL0395  NAD 83(1986)-  40 46 07.70189(N)    104 43 27.33741(W) AD(       ) 2
 LL0395  NAD 27      -  40 46 07.77310(N)    104 43 25.45140(W) AD(       ) 2
 LL0395  NGVD 29 (??/??/92) 1625.030  (m)         5331.45   (f) ADJ UNCH    2 0
 LL0395
 LL0395.Superseded values are not recommended for survey control.
 LL0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0395.See file dsdata.txt to determine how the superseded data were derived.
 LL0395
 LL0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF2327113130(NAD 83)
 LL0395_MARKER: DS = TRIANGULATION STATION DISK
 LL0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0395_STAMPING: HOOT 1960
 LL0395_MARK LOGO: CGS   
 LL0395_MAGNETIC: N = NO MAGNETIC MATERIAL
 LL0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0395+STABILITY: SURFACE MOTION
 LL0395
 LL0395  HISTORY     - Date     Condition        Report By
 LL0395  HISTORY     - 1960     MONUMENTED       CGS
 LL0395  HISTORY     - 1960     GOOD             NGS
 LL0395  HISTORY     - 19781010 GOOD             NGS
 LL0395
 LL0395                          STATION DESCRIPTION
 LL0395
 LL0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 LL0395'THE STATION IS LOCATED 5-1/2 MILES, AIRLINE, NORTHEAST
 LL0395'OF NUNN, 3-1/2 MILES EAST OF U.S. HIGHWAY 85 ALONG THE NORTH
 LL0395'SIDE OF AN OILED ROAD NEAR THE SOUTH SIDE OF SECTION 1, R. 66 W.,
 LL0395'T. 9 N.
 LL0395'
 LL0395'TO REACH THE STATION FROM THE POST OFFICE IN NUNN GO NORTH
 LL0395'ON U.S. HIGHWAY 85 FOR 4.8 MILES TO A CROSSROAD.  TURN RIGHT,
 LL0395'EAST, AND GO 3.6 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 LL0395'
 LL0395'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10 INCH
 LL0395'SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES AND IS STAMPED
 LL0395'HOOT 1960.  IT IS 36 FEET NORTH OF THE CENTER OF AN OILED ROAD,
 LL0395'23 FEET WEST OF A TELEPHONE POLE, 5 FEET NORTH OF AN EAST-WEST
 LL0395'FENCE LINE, 5 FEET NORTH OF AN 8 FOOT CUT-BANK AND 5 FEET
 LL0395'NORTHEAST OF A METAL WITNESS POST.
 LL0395'
 LL0395'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 LL0395'10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES AND IS
 LL0395'STAMPED HOOT NO 1 1960.  IT IS 36 FEET NORTH OF THE CENTER OF AN
 LL0395'OILED ROAD, 5 FEET NORTH OF A CUT-BANK, 5 FEET NORTH OF AN
 LL0395'EAST-WEST FENCE LINE AND 1 FOOT NORTHWEST OF A TELEPHONE POLE.
 LL0395'
 LL0395'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 LL0395'10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3 INCHES AND IS
 LL0395'STAMPED HOOT NO 2 1960.  IT IS 27 FEET SOUTH OF THE CENTER OF AN
 LL0395'OILED ROAD IN AN EAST-WEST FENCE LINE.
 LL0395'
 LL0395'HEIGHT OF LIGHT ABOVE STATION MARK 1.22 METERS.
 LL0395
 LL0395                          STATION RECOVERY (1960)
 LL0395
 LL0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 LL0395'5.5 MI NE FROM NUNN.
 LL0395'4.5 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 LL0395'NUNN, COLORADO, THENCE 3.5 MILES EAST ON THE ROAD LEADING TO
 LL0395'MISSILE SITE, 35 FEET NORTH OF CENTER OF ROAD, 45 FEET NORTH OF FENCE.
 LL0395'5.5 FEET NORTHEAST OF WITNESS POST, ABOUT 8 FEET HIGHER THAN ROAD,
 LL0395'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 LL0395
 LL0395                          STATION RECOVERY (1978)
 LL0395
 LL0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 LL0395'STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION.
 LL0395'REFERENCE MARK 2 WAS FOUND.  IT HAD BEEN HIT AND WAS OUT OF POSITION.
 LL0395'A NEW REFERENCE MARK, NUMBER 3 WAS ESTABISHED AT THIS TIME.  DISTANCE
 LL0395'AND DIRECTION TO REFERENCE MARK 1 COMPARED FAVORABLY WITH PREVIOUS
 LL0395'DATA.  STATION IS REACHED FROM THE POST OFFICE IN NUNN.  GO EAST FOR
 LL0395'0.05 MILE (0.08 KM) OT U.S. HIGHWAY 85.  TURN LEFT, GO NORTH ON
 LL0395'HIGHWAY 85 FOR 4.7 MILES (7.6 KM) TO A CROSSROAD. TURN RIGHT, EAST AND
 LL0395'GO 3.65 MILES (5.87 KM) ON COUNTY ROAD 108 TO STATION ON LEFT, NORTH
 LL0395'SIDE OF ROAD, AS DESCRIBED.
 LL0395' 
 LL0395'STATION IS A STANDARD DISK STAMPED--HOOT 1960--, SET IN TOP OF A
 LL0395'SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES, 36 FEET (11.0 M) NORTH
 LL0395'OF CENTER OF COUNTY ROAD 108, 5 FEET (1.5 M) NORTH OF A ROAD
 LL0395'RIGHT-OF-WAY FENCE, 2 FEET (0.6 M) NORTH OF A METAL WITNESS POST.
 LL0395' 
 LL0395'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--HOOT NO 1 1960--, SET IN
 LL0395'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES, 37 FEET (11.3
 LL0395'M) NORTH OF COUNTY ROAD 108, 6 FEET (1.8 M) NORTH OF THE FENCE LINE.
 LL0395' 
 LL0395'REFERENCE MARK 3 IS A STANDARD DISK STAMPED--HOOT 1960 NO 3 1978--,
 LL0395'SET IN TOP OF A ROUND CONCRETE MONUMENT PROJECTING 4 INCHES, 4.6 FEET
 LL0395'(1.4 M) EAST OF A WOOD SNOW FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0396 ***********************************************************************
 LL0396  DESIGNATION -  HOOT RM 2
 LL0396  PID         -  LL0396
 LL0396  STATE/COUNTY-  CO/WELD
 LL0396  USGS QUAD   -  CHALK BLUFFS SW (1972)
 LL0396
 LL0396                         *CURRENT SURVEY CONTROL
 LL0396  ___________________________________________________________________
 LL0396* NAD 83(1986)-  40 46 07.     (N)    104 43 27.     (W)     SCALED    
 LL0396* NAVD 88     -      1625.301  (meters)    5332.34   (feet)  ADJUSTED  
 LL0396  ___________________________________________________________________
 LL0396  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 LL0396  DYNAMIC HT  -        1623.941 (meters)    5327.88  (feet)  COMP
 LL0396  MODELED GRAV-     979,730.4   (mgal)                       NAVD 88
 LL0396
 LL0396  VERT ORDER  -  SECOND    CLASS 0
 LL0396
 LL0396.The horizontal coordinates were scaled from a topographic map and have
 LL0396.an estimated accuracy of +/- 6 seconds.
 LL0396
 LL0396.The orthometric height was determined by differential leveling
 LL0396.and adjusted by the National Geodetic Survey in June 1991..
 LL0396
 LL0396.The geoid height was determined by GEOID03.
 LL0396
 LL0396.The dynamic height is computed by dividing the NAVD 88
 LL0396.geopotential number by the normal gravity value computed on the
 LL0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0396.degrees latitude (g = 980.6199 gals.).
 LL0396
 LL0396.The modeled gravity was interpolated from observed gravity values.
 LL0396
 LL0396;                    North         East    Units  Estimated Accuracy
 LL0396;SPC CO N     -   464,450.      979,900.      MT  (+/- 180 meters Scaled)
 LL0396
 LL0396                          SUPERSEDED SURVEY CONTROL
 LL0396
 LL0396  NGVD 29 (??/??/92) 1624.369  (m)         5329.28   (f) ADJ UNCH    2 0
 LL0396
 LL0396.Superseded values are not recommended for survey control.
 LL0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0396.See file dsdata.txt to determine how the superseded data were derived.
 LL0396
 LL0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF232131(NAD 83)
 LL0396_MARKER: DR = REFERENCE MARK DISK
 LL0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0396_STAMPING: HOOT NO 2 1960
 LL0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0396+STABILITY: SURFACE MOTION
 LL0396
 LL0396  HISTORY     - Date     Condition        Report By
 LL0396  HISTORY     - 1960     MONUMENTED       CGS
 LL0396  HISTORY     - 1960     GOOD             NGS
 LL0396
 LL0396                          STATION DESCRIPTION
 LL0396
 LL0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 LL0396'5.5 MI NE FROM NUNN.
 LL0396'4.5 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 LL0396'NUNN, COLORADO, THENCE 3.5 MILES EAST ON THE ROAD LEADING TO
 LL0396'MISSILE SITE, ON SOUTH SIDE OF ROAD ABOUT 35 FEET SOUTH OF CENTER
 LL0396'OF ROAD AND 6 FEET HIGHER THAN ROAD, SET IN THE TOP OF A CONCRETE
 LL0396'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0556 ***********************************************************************
 HL0556  DESIGNATION -  HOPE
 HL0556  PID         -  HL0556
 HL0556  STATE/COUNTY-  CO/MINERAL
 HL0556  USGS QUAD   -  MOUNT HOPE (1986)
 HL0556
 HL0556                         *CURRENT SURVEY CONTROL
 HL0556  ___________________________________________________________________
 HL0556* NAD 83(1992)-  37 32 37.02084(N)    106 52 14.27524(W)     ADJUSTED  
 HL0556* NAVD 88     -      3913.4    (meters)   12839.     (feet)  VERTCON   
 HL0556  ___________________________________________________________________
 HL0556  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 HL0556  GEOID HEIGHT-         -15.78  (meters)                     GEOID03
 HL0556
 HL0556  HORZ ORDER  -  FIRST
 HL0556
 HL0556.The horizontal coordinates were established by classical geodetic methods
 HL0556.and adjusted by the National Geodetic Survey in January 1993..
 HL0556
 HL0556.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0556
 HL0556.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0556
 HL0556.The geoid height was determined by GEOID03.
 HL0556
 HL0556;                    North         East     Units Scale Factor Converg.
 HL0556;SPC CO S     -   403,016.274   793,283.028   MT  0.99995818   -0 50 26.6
 HL0556;SPC CO S     - 1,322,229.23  2,602,629.40   sFT  0.99995818   -0 50 26.6
 HL0556;UTM  13      - 4,156,824.555   334,743.292   MT  0.99993640   -1 08 24.6
 HL0556
 HL0556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0556!SPC CO S     -   0.99938876  x   0.99995818  =   0.99934696
 HL0556!UTM  13      -   0.99938876  x   0.99993640  =   0.99932520
 HL0556
 HL0556|---------------------------------------------------------------------|
 HL0556| PID    Reference Object                     Distance      Geod. Az  |
 HL0556|                                                           dddmmss.s |
 HL0556| CM7438 HOPE RM 1                             6.496 METERS 08414     |
 HL0556| HL0538 SHEEP MTN                           APPROX. 7.7 KM 2011758.5 |
 HL0556| CM7439 HOPE RM 2                             5.868 METERS 26710     |
 HL0556| CM7437 HOPE AZ MK                                         2760614.6 |
 HL0556| HL0559 BEAUTIFUL MOUNTAIN CAIRN            APPROX. 9.6 KM 3281845.4 |
 HL0556|---------------------------------------------------------------------|
 HL0556
 HL0556                          SUPERSEDED SURVEY CONTROL
 HL0556
 HL0556  NAD 83(1986)-  37 32 37.01931(N)    106 52 14.27917(W) AD(       ) 1
 HL0556  NAD 27      -  37 32 36.98890(N)    106 52 12.12690(W) AD(       ) 1
 HL0556  NGVD 29 (07/19/86) 3911.5    (m)        12833.     (f) VERT ANG       
 HL0556
 HL0556.Superseded values are not recommended for survey control.
 HL0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0556.See file dsdata.txt to determine how the superseded data were derived.
 HL0556
 HL0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB3474356825(NAD 83)
 HL0556_MARKER: DS = TRIANGULATION STATION DISK
 HL0556_SETTING: 80 = SET IN A BOULDER
 HL0556_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HL0556
 HL0556  HISTORY     - Date     Condition        Report By
 HL0556  HISTORY     - 1954     MONUMENTED       USGS
 HL0556  HISTORY     - 1958     GOOD             USGS
 HL0556  HISTORY     - 1958     GOOD             CGS
 HL0556  HISTORY     - 1982     GOOD             NGS
 HL0556
 HL0556                          STATION DESCRIPTION
 HL0556
 HL0556'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (OSR)
 HL0556'STATION IS LOCATED ON THE HIGHEST POINT OF MT HOPE (ELEVATION
 HL0556'12,841 FEET), WHICH IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY.
 HL0556'IT IS ABOUT 16 MILES SOUTHWEST OF SOUTH FORK, 6 MILES
 HL0556'NORTH-NORTHWEST OF WOLF CREEK PASS ON U.S. HIGHWAY 160, 3/4 MILE
 HL0556'NORTHEAST OF ARCHULETA LAKE AND 1/2 MILE EAST OF THE
 HL0556'CONTINENTAL DIVIDE.
 HL0556'
 HL0556'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 160 AND STATE HIGHWAY
 HL0556'149 IN THE WEST EDGE OF SOUTH FORK, BY GOING SOUTHWESTERLY
 HL0556'ON HIGHWAY 160 FOR 11 MILES TO A SIDE ROAD RIGHT AND SIGN
 HL0556'TWIN BRIDGES CAMP GROUND, TURN RIGHT AND FOLLOW WINDING
 HL0556'FOREST SERVICE ROAD FOR 1.0 MILE TO FORKS, TAKE LEFT FORK
 HL0556'FOR 1.0 MILE TO AN OLD CABIN ON THE RIGHT AND END OF TRUCK
 HL0556'TRAVEL.  FROM END OF TRUCK TRAVEL FOLLOW FOREST SERVICE
 HL0556'TRAIL UP SOUTH FORK CREEK FOR ABOUT 3 MILES TO TRAIL FORKS, AT
 HL0556'SIGN ON LEFT CONTINENTAL DIVIDE 3 TWIN BRIDGES 5, TAKE RIGHT
 HL0556'FORK AND FOLLOW TRAIL UP ARCHULETA CREEK FOR ABOUT 3 MILES TO
 HL0556'ARCHULETA LAKE, TURN RIGHT AND GO AROUND LAKE ON THE EAST SIDE
 HL0556'FOR ABOUT 1/2 MILE TO AN EAST-WEST TRAIL, TURN RIGHT
 HL0556'ONTO TRAIL AND FOLLOW IT, WINDING UP SIDE OF STEEP HILL
 HL0556'FOR ABOUT 1 MILE TO TOP OF SADDLE (TO REACH THE AZIMUTH MARK
 HL0556'FROM HERE TURN LEFT ON TRAIL FOR ABOUT 0.05 MILE TO THE
 HL0556'MARK ON THE RIGHT), TURN RIGHT LEAVING TRAIL AND FOLLOW
 HL0556'RIDGE FOR ABOUT 0.1 MILE TO BASE OF STEEP ROCKY BENCH,
 HL0556'(THIS IS AS FAR AS HORSES CAN BE TAKEN), CONTINUE ON RIDGE
 HL0556'PASSING ON THE EAST SIDE OF BENCH FOR ABOUT 0.1 MILE TO
 HL0556'TOP OF PEAK AND STATION.
 HL0556'
 HL0556'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY TRIANGULATION
 HL0556'STATION DISK, STAMPED HOPE 1954, CEMENTED IN A DRILL HOLE
 HL0556'IN A 10 X 12 INCH BOULDER FLUSH WITH THE GROUND SURFACE.
 HL0556'
 HL0556'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HOPE USGS NO
 HL0556'1 1958, CEMENTED IN A DRILL HOLE IN A 4 X 5 FOOT BOULDER
 HL0556'PROJECTING 4 FEET.
 HL0556'
 HL0556'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HOPE USGS NO
 HL0556'2 1958, CEMENTED IN A DRILL HOLE IN A 3 X 4 FOOT BOULDER
 HL0556'PROJECTING 2 FEET.
 HL0556'
 HL0556'AZIMUTH MARK IS A STANDARD DISK, STAMPED HOPE USGS 1958,
 HL0556'CEMENTED IN A DRILL HOLE IN A 1 X 1-1/2 FOOT BOULDER PROJECTING
 HL0556'2 INCHES.  IT IS 40 FEET NORTHEAST OF A CAIRN 4 FEET HIGH
 HL0556'AND 3 FEET IN DIAMETER, 30 FEET NORTH OF THE CENTER OF THE
 HL0556'CONTINENTAL DIVIDE TRAIL AND 10 FEET SOUTH OF THE NORTH EDGE
 HL0556'OF RIDGE WHICH IS A SHEER BLUFF.
 HL0556'
 HL0556'NOTE--HORSES WERE ACQUIRED FROM MR. JENNINGS AT THE MOON VALLEY
 HL0556'RESORT WHICH IS ABOUT 5 MILES SOUTHWEST OF SOUTH FORK ON
 HL0556'U.S. HIGHWAY 160.
 HL0556
 HL0556                          STATION RECOVERY (1958)
 HL0556
 HL0556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 HL0556'STATION IS APPROXIMATELY 15.0 MI. S. AND 2.5 MI. W. OF WAGON WHEEL
 HL0556'GAP, MINERAL COUNTY, COLORADO, IN SEC. 9, T 38 N, R 1 E, AND IS
 HL0556'LOCATED ON THE HIGHEST POINT OF A ROCKY RIDGE KNOWN AS MT. HOPE.
 HL0556'
 HL0556'TO REACH THE STATION FROM PAGOSA SPRINGS POST OFFICE, GO NE. 21.0
 HL0556'MI. ALONG U.S. HIGHWAY 160 TO TWIN BRIDGES TO END OF TRUCK TRAVEL,
 HL0556'THENCE PROCEED W. WITH HORSES ALONG SAWTOOTH MOUNTAIN HORSE TRAIL
 HL0556'(THIS TRAIL IS ON N. SIDE OF HOPE CREEK) TO A LAKE (ABOUT A 7 HOUR
 HL0556'HORSE PACK), THENCE PROCEED S. ALONG ARCHULETA LAKE HORSE TRAIL TO
 HL0556'TOP OF A SADDLE AND END OF HORSE TRAVEL (ABOUT 3 HOURS BY HORSES),
 HL0556'THENCE PROCEED BY FOOT TO TOP OF PEAK AND THE STATION.  ABOUT A
 HL0556'15 MINUTE CLIMB.
 HL0556'
 HL0556'STATION MARK--STANDARD USGS TRIANGULATION TABLET, SET IN A LARGE
 HL0556'BOULDER, LEVEL WITH THE SURROUNDING SURFACE, STAMPED ---HOPE 1954---.
 HL0556'
 HL0556'REFERENCE MARKS--NONE.
 HL0556
 HL0556                          STATION RECOVERY (1982)
 HL0556
 HL0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (JMM)
 HL0556'GOOD CONDITION, STATION REACHED BY HELICOPTER.  ROUTE DESCRIPTION
 HL0556'ADEQUATE.
 HL0556'
 HL0556'STATION MARK= A STANDARD USGS DISK STAMPED HOPE 1954 AND CEMENTED ON
 HL0556'TOP OF A LARGE BOULDER FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0701 ***********************************************************************
 LN0701  CBN         -  This is a Cooperative Base Network Control Station.
 LN0701  DESIGNATION -  HOPE
 LN0701  PID         -  LN0701
 LN0701  STATE/COUNTY-  CO/MOFFAT
 LN0701  USGS QUAD   -  SWALLOW CANYON (1972)
 LN0701
 LN0701                         *CURRENT SURVEY CONTROL
 LN0701  ___________________________________________________________________
 LN0701* NAD 83(1992)-  40 51 48.15197(N)    109 01 21.00928(W)     ADJUSTED  
 LN0701* NAVD 88     -      1718.5    (meters)    5638.     (feet)  GPS OBS   
 LN0701  ___________________________________________________________________
 LN0701  X           -  -1,574,880.980 (meters)                     COMP
 LN0701  Y           -  -4,567,957.682 (meters)                     COMP
 LN0701  Z           -   4,152,075.551 (meters)                     COMP
 LN0701  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 LN0701  ELLIP HEIGHT-        1704.28  (meters)          (10/21/02) GPS OBS
 LN0701  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 LN0701
 LN0701  HORZ ORDER  -  B
 LN0701  ELLP ORDER  -  FOURTH    CLASS II
 LN0701
 LN0701.The horizontal coordinates were established by GPS observations
 LN0701.and adjusted by the National Geodetic Survey in May 1992..
 LN0701
 LN0701.The orthometric height was determined by GPS observations and a
 LN0701.high-resolution geoid model.
 LN0701
 LN0701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LN0701
 LN0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0701
 LN0701.The ellipsoidal height was determined by GPS observations
 LN0701.and is referenced to NAD 83.
 LN0701
 LN0701.The geoid height was determined by GEOID03.
 LN0701
 LN0701;                    North         East     Units Scale Factor Converg.
 LN0701;SPC CO N     -   480,587.325   617,498.245   MT  1.00001397   -2 16 33.6
 LN0701;SPC CO N     - 1,576,726.92  2,025,908.83   sFT  1.00001397   -2 16 33.6
 LN0701;SPC UT N     - 1,061,837.937   708,841.967   MT  0.99997956   +1 38 00.8
 LN0701;UTM  12      - 4,525,472.686   666,658.333   MT  0.99994187   +1 17 38.7
 LN0701
 LN0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0701!SPC CO N     -   0.99973273  x   1.00001397  =   0.99974670
 LN0701!SPC UT N     -   0.99973273  x   0.99997956  =   0.99971230
 LN0701!UTM  12      -   0.99973273  x   0.99994187  =   0.99967462
 LN0701
 LN0701                          SUPERSEDED SURVEY CONTROL
 LN0701
 LN0701  NAD 83(1986)-  40 51 48.13704(N)    109 01 20.99056(W) AD(       ) 3
 LN0701  ELLIP H (05/26/92) 1704.29   (m)                       GP(       ) 4 1
 LN0701  NGVD 29 (06/11/92) 1717.5    (m)         5635.     (f) GPS OBS        
 LN0701
 LN0701.Superseded values are not recommended for survey control.
 LN0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0701.See file dsdata.txt to determine how the superseded data were derived.
 LN0701
 LN0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL6665825473(NAD 83)
 LN0701_MARKER: I = METAL ROD
 LN0701_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LN0701_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LN0701_STAMPING: HOPE 1991
 LN0701_MARK LOGO: NGS   
 LN0701_PROJECTION: FLUSH
 LN0701_MAGNETIC: I = MARKER IS A STEEL ROD
 LN0701_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0701+STABILITY: POSITION/ELEVATION WELL
 LN0701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0701+SATELLITE: SATELLITE OBSERVATIONS - August 29, 1994
 LN0701_ROD/PIPE-DEPTH: 31.5 meters
 LN0701_SLEEVE-DEPTH  : 1 meters
 LN0701
 LN0701  HISTORY     - Date     Condition        Report By
 LN0701  HISTORY     - 1991     MONUMENTED       NGS
 LN0701  HISTORY     - 19940829 GOOD             NGS
 LN0701
 LN0701                          STATION DESCRIPTION
 LN0701
 LN0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LN0701'STATION IS LOCATED ABOUT 75 KM (46.6 MI) NORTHWEST OF MAYBELL, 2.2 KM
 LN0701'(1.4 MI) EAST OF THE COLORADO-UTAH STATE LINE, 0.3 KM (0.2 MI) SOUTH
 LN0701'OF STATE HIGHWAY 318, IN THE BROWNS PARK NATIONAL WILDLIFE REFUGE,
 LN0701'ADJACENT TO THE HEADQUARTERS BUILDING, IN A SAGE-COVERED AREA IN
 LN0701'SOUTH WEST 1/4 SECTION 31, T 11 N, R 103 W.  OWNERSHIP--US FISH AND
 LN0701'WILDLIFE SERVICE.
 LN0701'TO REACH FROM THE JUNCTION OF US HIGHWAY 40 AND STATE HIGHWAY 318 JUST
 LN0701'WEST OF MAYBELL, GO NORTHWEST ON HIGHWAY 318 FOR 85.8 KM (53.3 MI) TO
 LN0701'A GRAVEL CROSSROAD AND SOUTHEAST (REAR) ENTRANCE TO THE BROWNS PARK
 LN0701'WILDLIFE REFUGE.  CONTINUE AHEAD FOR 13.4 KM (8.3 MI) TO THE MAIN
 LN0701'REFUGE ENTRANCE ON THE LEFT AT MILE 1.4.  TURN LEFT, SOUTHEAST, ON
 LN0701'GRAVEL ROAD FOR 0.2 MI (0.3 KM) TO A FORK AND STATION ON THE RIGHT.
 LN0701'STATION MARK IS A PUNCH HOLE TOP CENTER IN A STEEL ROD ENCASED IN A
 LN0701'PVC PIPE WITH LOGO CAP SET IN AN 0.5 M (1.6 FT) CONCRETE POST FLUSH
 LN0701'WITH THE GROUND.  IT IS 15.7 M (51.5 FT) SOUTHWEST OF, AND LEVEL WITH
 LN0701'THE ROAD CENTER, 20.0 M (65.6 FT) NORTH OF THE NORTHWEST CORNER OF
 LN0701'THE SLOPED ROOF OF THE REFUGE OFFICE, 26.1 M (85.6 FT) NORTHWEST OF
 LN0701'TELEPHONE PEDESTAL NW1, 0.9 M (3.0 FT) SOUTHEAST OF A FIBERGLASS
 LN0701'WITNESS POST AND 0.9 M (3.0 FT) NORTHWEST OF A FIBERGLASS WITNESS
 LN0701'POST.
 LN0701'DESCRIBED BY G.R.HEID
 LN0701
 LN0701                          STATION RECOVERY (1994)
 LN0701
 LN0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RSC)
 LN0701'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8138 ***********************************************************************
 AE8138  DESIGNATION -  HORA
 AE8138  PID         -  AE8138
 AE8138  STATE/COUNTY-  CO/WELD
 AE8138  USGS QUAD   -  EATON (1975)
 AE8138
 AE8138                         *CURRENT SURVEY CONTROL
 AE8138  ___________________________________________________________________
 AE8138* NAD 83(1992)-  40 32 06.93189(N)    104 42 48.00470(W)     ADJUSTED  
 AE8138* NAVD 88     -      1476.6    (meters)    4844.     (feet)  GPS OBS   
 AE8138  ___________________________________________________________________
 AE8138  X           -  -1,233,189.337 (meters)                     COMP
 AE8138  Y           -  -4,696,185.049 (meters)                     COMP
 AE8138  Z           -   4,124,284.426 (meters)                     COMP
 AE8138  LAPLACE CORR-          -6.82  (seconds)                    DEFLEC99
 AE8138  ELLIP HEIGHT-        1458.80  (meters)          (12/03/02) GPS OBS
 AE8138  GEOID HEIGHT-         -17.81  (meters)                     GEOID03
 AE8138
 AE8138  HORZ ORDER  -  FIRST
 AE8138  ELLP ORDER  -  FOURTH    CLASS II
 AE8138
 AE8138.The horizontal coordinates were established by GPS observations
 AE8138.and adjusted by the National Geodetic Survey in March 1998..
 AE8138
 AE8138.The orthometric height was determined by GPS observations and a
 AE8138.high-resolution geoid model.
 AE8138
 AE8138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8138
 AE8138.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8138
 AE8138.The ellipsoidal height was determined by GPS observations
 AE8138.and is referenced to NAD 83.
 AE8138
 AE8138.The geoid height was determined by GEOID03.
 AE8138
 AE8138;                    North         East     Units Scale Factor Converg.
 AE8138;SPC CO N     -   438,548.773   981,047.837   MT  0.99996915   +0 30 29.8
 AE8138;SPC CO N     - 1,438,805.43  3,218,654.45   sFT  0.99996915   +0 30 29.8
 AE8138;UTM  13      - 4,487,207.943   524,277.556   MT  0.99960725   +0 11 10.7
 AE8138
 AE8138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8138!SPC CO N     -   0.99977121  x   0.99996915  =   0.99974037
 AE8138!UTM  13      -   0.99977121  x   0.99960725  =   0.99937855
 AE8138
 AE8138                          SUPERSEDED SURVEY CONTROL
 AE8138
 AE8138  ELLIP H (03/31/98) 1458.87   (m)                       GP(       ) 4 1
 AE8138
 AE8138.Superseded values are not recommended for survey control.
 AE8138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8138.See file dsdata.txt to determine how the superseded data were derived.
 AE8138
 AE8138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE2427887208(NAD 83)
 AE8138_MARKER: DH = HORIZONTAL CONTROL DISK
 AE8138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8138_STAMPING: HORA 1997
 AE8138_MARK LOGO: NGS   
 AE8138_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE8138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8138+STABILITY: SURFACE MOTION
 AE8138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8138+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE8138
 AE8138  HISTORY     - Date     Condition        Report By
 AE8138  HISTORY     - 1997     MONUMENTED       NGS
 AE8138
 AE8138                          STATION DESCRIPTION
 AE8138
 AE8138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AE8138'THE STATION IS LOCATED ABOUT 3.4 MI (5.5 KM) SOUTH-SOUTHEAST OF AULT,
 AE8138'0.5 MI (0.8 KM) NORTH-NORTHWEST OF EATON AND ACROSS THE STREET FROM
 AE8138'THE A AND W DRIVE-IN IN EATON, IN THE NORTHWEST 1/4 OF SECTION 31, T 7
 AE8138'N, R 65 W, AT U.  S.  HIGHWAY 85 MILEPOST 276.4. OWNERSHIP--COLORADO
 AE8138'DEPT.  OF TRANSPORTATION RIGHT-OF-WAY TO REACH THE STATION FROM U.  S.
 AE8138'HIGHWAY 85 AND FIFTH STEET IN EATON, GO NORTH ON U.  S.  HIGHWAY 85
 AE8138'FOR 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT, JUST SOUTH OF AN
 AE8138'INVERTED SIPHON AND ON THE HIGH GROUND THE MARK IS A STANDARD DISK SET
 AE8138'IN THE TOP OF A ROUND 40 CM CONCRETE POST PROJECTING 4 CM ABOVE THE
 AE8138'GROUND.  IT IS 19.4 M (63.6 FT) SOUTH-SOUTHEAST FROM THE EXTENDED
 AE8138'CENTER OF SEVENTH STREET, 17.3 M (56.8 FT) EAST-NORTHEAST FROM THE
 AE8138'CENTER LINE OF U.  S.  HIGHWAY 85 NORTH BOUND LANES, 9.9 M (32.5 FT)
 AE8138'WEST-SOUTHWEST FROM THE WESTERN MOST TRACKS OF THE UNION PACIFIC
 AE8138'RAILROAD, 2.3 M (7.5 FT) SOUTH FROM THE SOUTH EDGE OF THE INVERTED
 AE8138'SIPHON, 0.8 M (2.6 FT) NORTH FROM A WITNESS POST, ABOUT 2 M (6.6 FT)
 AE8138'ABOVE THE TRACKS AND ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0491 ***********************************************************************
 HL0491  DESIGNATION -  HORN
 HL0491  PID         -  HL0491
 HL0491  STATE/COUNTY-  CO/CONEJOS
 HL0491  USGS QUAD   -  FOX CREEK (1967)
 HL0491
 HL0491                         *CURRENT SURVEY CONTROL
 HL0491  ___________________________________________________________________
 HL0491* NAD 83(1992)-  37 00 37.56671(N)    106 11 05.42998(W)     ADJUSTED  
 HL0491* NAVD 88     -      2807.     (meters)    9209.     (feet)  SCALED    
 HL0491  ___________________________________________________________________
 HL0491  LAPLACE CORR-          -5.04  (seconds)                    DEFLEC99
 HL0491  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 HL0491
 HL0491  HORZ ORDER  -  FIRST
 HL0491
 HL0491.The horizontal coordinates were established by classical geodetic methods
 HL0491.and adjusted by the National Geodetic Survey in December 1993..
 HL0491
 HL0491.The orthometric height was scaled from a topographic map.
 HL0491
 HL0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0491
 HL0491.The geoid height was determined by GEOID03.
 HL0491
 HL0491;                    North         East     Units Scale Factor Converg.
 HL0491;SPC CO S     -   343,177.316   853,448.884   MT  1.00004793   -0 25 12.2
 HL0491;SPC CO S     - 1,125,907.58  2,800,023.55   sFT  1.00004793   -0 25 12.2
 HL0491;SPC NM C     -   666,630.041   505,798.480   MT  0.99990041   +0 02 21.2
 HL0491;SPC NM C     - 2,187,102.06  1,659,440.51   sFT  0.99990041   +0 02 21.2
 HL0491;UTM  13      - 4,096,686.118   394,589.769   MT  0.99973688   -0 42 47.9
 HL0491
 HL0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0491!SPC CO S     -   0.99956216  x   1.00004793  =   0.99961006
 HL0491!SPC NM C     -   0.99956216  x   0.99990041  =   0.99946261
 HL0491!UTM  13      -   0.99956216  x   0.99973688  =   0.99929915
 HL0491
 HL0491:                Primary Azimuth Mark                     Grid Az
 HL0491:SPC CO S     -  HORN AZ MK                               105 26 35.4
 HL0491:SPC NM C     -  HORN AZ MK                               104 59 02.0
 HL0491:UTM  13      -  HORN AZ MK                               105 44 11.1
 HL0491
 HL0491|---------------------------------------------------------------------|
 HL0491| PID    Reference Object                     Distance      Geod. Az  |
 HL0491|                                                           dddmmss.s |
 HL0491| CM7440 HORN AZ MK                                         1050123.2 |
 HL0491| CM7441 HORN RM 1                             8.720 METERS 24145     |
 HL0491| CM7442 HORN RM 2                            12.792 METERS 33000     |
 HL0491|---------------------------------------------------------------------|
 HL0491
 HL0491                          SUPERSEDED SURVEY CONTROL
 HL0491
 HL0491  NAD 83(1992)-  37 00 37.56707(N)    106 11 05.43025(W) AD(       ) 1
 HL0491  NAD 83(1986)-  37 00 37.56923(N)    106 11 05.43767(W) AD(       ) 1
 HL0491  NAD 27      -  37 00 37.52500(N)    106 11 03.34300(W) AD(       ) 1
 HL0491
 HL0491.Superseded values are not recommended for survey control.
 HL0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0491.See file dsdata.txt to determine how the superseded data were derived.
 HL0491
 HL0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA9459096686(NAD 83)
 HL0491_MARKER: DS = TRIANGULATION STATION DISK
 HL0491_SETTING: 80 = SET IN A BOULDER
 HL0491_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HL0491
 HL0491  HISTORY     - Date     Condition        Report By
 HL0491  HISTORY     - 1936     MONUMENTED       CGS
 HL0491
 HL0491                          STATION DESCRIPTION
 HL0491
 HL0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 HL0491'STATION IS LOCATED IN THE RIO GRANDE NATIONAL FOREST, 9.5 MILES
 HL0491'W AND 4.5 MILES S OF ANTONITO, COLORADO.  1.0 MILE N OF THE
 HL0491'NEW MEXICO LINE.  ON THE HIGHEST POINT AND EXTREME S END OF A
 HL0491'SMALL TIMBERED RIDGE RISING TO THE E OF BIG HORN CREEK AND IN THE
 HL0491'SE 1/2 OF THE SE 1/4 OF SEC. 15, T 32 N, R 7 E.
 HL0491'
 HL0491'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 HL0491'WEDGED IN DRILL HOLES IN BOULDERS.
 HL0491'
 HL0491'AZIMUTH MARK IS ON TOP OF FIRST RIDGE E OF STATION.  ABOUT 0.5
 HL0491'MILE DUE E OF STATION AND ABOUT 20 YARDS W OF ROAD LEADING TO
 HL0491'STATION.
 HL0491'
 HL0491'STATION REACHED FROM ANTONITO, AT THE INTERSECTION OF STATE
 HL0491'HIGHWAY 17 AND STATE HIGHWAY 163 AT THE S EDGE OF TOWN, GO W
 HL0491'ON STATE HIGHWAY 17, FOR 4.7 MILES.  TURN LEFT OFF THE HIGHWAY
 HL0491'AT A TEXACO STATION, AND FOLLOW ROAD S 0.6 MILE, THEN W 0.65
 HL0491'MILE, THEN KEEP STRAIGHT AHEAD AT OBLIQUE CROSSROADS FOR 2.85
 HL0491'MILES.  TAKE RIGHT FORK FOR 0.2 MILE.  TAKE LEFT FORK FOR 1.95
 HL0491'MILES (ROAD FOLLOWS TOP OF RIDGE), THEN TAKE RIGHT FORK JUST
 HL0491'AFTER REACHING PINES, AND FOLLOW OLD WAGON ROAD W FOR 0.75
 HL0491'MILE TO FOOT OF RIDGE AND END OF TRUCK TRAVEL.  (ROAD AFTER
 HL0491'LEAVING HIGHWAY IS A TRACK ROAD, AND IS VERY ROUGH.) FROM
 HL0491'END OF TRUCK TRAVEL PACK UP RIDGE ALONG OLD WAGON ROAD FOR
 HL0491'ABOUT 0.25 MILE TO TOP AND STATION JUST LEFT OF ROAD.  ABOUT 1
 HL0491'HOUR DRIVE FROM ANTONITO AND 10-MINUTE PACK TO STATION.
 HL0491'
 HL0491'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0792 ***********************************************************************
 JL0792  DESIGNATION -  HORN
 JL0792  PID         -  JL0792
 JL0792  STATE/COUNTY-  CO/GUNNISON
 JL0792  USGS QUAD   -  POWDERHORN LAKES (1982)
 JL0792
 JL0792                         *CURRENT SURVEY CONTROL
 JL0792  ___________________________________________________________________
 JL0792* NAD 83(1992)-  38 14 15.74292(N)    107 07 48.86047(W)     ADJUSTED  
 JL0792* NAVD 88     -      2789.8    (meters)    9153.     (feet)  VERTCON   
 JL0792  ___________________________________________________________________
 JL0792  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 JL0792  GEOID HEIGHT-         -14.57  (meters)                     GEOID03
 JL0792
 JL0792  HORZ ORDER  -  THIRD
 JL0792
 JL0792.The horizontal coordinates were established by classical geodetic methods
 JL0792.and adjusted by the National Geodetic Survey in January 1993..
 JL0792
 JL0792.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0792
 JL0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0792
 JL0792.The geoid height was determined by GEOID03.
 JL0792
 JL0792;                    North         East     Units Scale Factor Converg.
 JL0792;SPC CO C     -   350,970.395   771,678.087   MT  1.00004851   -1 01 41.4
 JL0792;SPC CO C     - 1,151,475.37  2,531,747.19   sFT  1.00004851   -1 01 41.4
 JL0792;UTM  13      - 4,234,335.187   313,565.875   MT  1.00002808   -1 19 07.8
 JL0792
 JL0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0792!SPC CO C     -   0.99956473  x   1.00004851  =   0.99961322
 JL0792!UTM  13      -   0.99956473  x   1.00002808  =   0.99959280
 JL0792
 JL0792:                Primary Azimuth Mark                     Grid Az
 JL0792:SPC CO C     -  POWDER                                   012 43 30.6
 JL0792:UTM  13      -  POWDER                                   013 00 57.0
 JL0792
 JL0792|---------------------------------------------------------------------|
 JL0792| PID    Reference Object                     Distance      Geod. Az  |
 JL0792|                                                           dddmmss.s |
 JL0792| JL0771 POWDER                              APPROX. 2.6 KM 0114149.2 |
 JL0792|---------------------------------------------------------------------|
 JL0792
 JL0792                          SUPERSEDED SURVEY CONTROL
 JL0792
 JL0792  NAD 83(1986)-  38 14 15.73957(N)    107 07 48.86795(W) AD(       ) 3
 JL0792  NAD 27      -  38 14 15.76119(N)    107 07 46.68068(W) AD(       ) 3
 JL0792  NGVD 29 (07/19/86) 2788.2    (m)         9148.     (f) VERT ANG       
 JL0792
 JL0792.Superseded values are not recommended for survey control.
 JL0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0792.See file dsdata.txt to determine how the superseded data were derived.
 JL0792
 JL0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC1356634335(NAD 83)
 JL0792_MARKER: DD = SURVEY DISK
 JL0792_SETTING: 66 = SET IN ROCK OUTCROP
 JL0792_SP_SET: SET IN ROCK OUTCROP
 JL0792_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0792+STABILITY: POSITION/ELEVATION WELL
 JL0792
 JL0792  HISTORY     - Date     Condition        Report By
 JL0792  HISTORY     - 1950     MONUMENTED       USGS
 JL0792
 JL0792                          STATION DESCRIPTION
 JL0792
 JL0792'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JL0792'STATION LOCATED APPROX. 18 MI. -AIRLINE- SE. OF SAPINERO, COLORADO,
 JL0792'16.4 MI. -AIRLINE- SW. OF IOLA, IN SEC.18 T. 46 N., R. 2 W., IN LARGE
 JL0792'ROCK OUTCROP APPROX. 40 FT. W. OF W. RIM OF W. FORK OF POWDERHORN
 JL0792'CREEK.
 JL0792'
 JL0792'TO REACH FROM POST OFFICE AT POWDERHORN, COLORADO, GO W. 0.4 MI. TO
 JL0792'INTERSECTION OF STATE HWY. 149, THEN RIGHT N. AND W. ALONG STATE HWY.
 JL0792'149 FOR 3.5 MI. TO CREST OF HILL AND TRACK ROAD SE. TURN LEFT SE.
 JL0792'ALONG TRACK RD. FOR 1.6 MI. TO Y-FORK, TAKE LEFT FORK SE. FOR 1.1 MI.
 JL0792'TO SAWMILL SITE, CONTINUE ON S. ALONG TRACK ROAD FOR 1.4 MI. TO POLE
 JL0792'GATE, CONTINUE ON S. ALONG TRACK ROAD FOR 0.45 MI. TO DRAIN CROSSING
 JL0792'AND END OF TRUCK TRAVEL,FROM THIS POINT PACK SE. - APPROX. 25 MIN.- TO
 JL0792'CANYON RIM,DOWN CANYON RIM TO LARGE ROCK OUTCROP AND STATION SITE.
 JL0792'
 JL0792'STATION MARK- STANDARD TABLET CEMENTED IN ROCK OUTCROP , STAMPED
 JL0792'--- C-HORN 1950 ---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0781 ***********************************************************************
 JJ0781  DESIGNATION -  HORN
 JJ0781  PID         -  JJ0781
 JJ0781  STATE/COUNTY-  CO/PROWERS
 JJ0781  USGS QUAD   -  HOLLY EAST (1978)
 JJ0781
 JJ0781                         *CURRENT SURVEY CONTROL
 JJ0781  ___________________________________________________________________
 JJ0781* NAD 83(1992)-  38 03 12.42082(N)    102 05 13.49105(W)     ADJUSTED  
 JJ0781* NAVD 88     -      1026.     (meters)    3366.     (feet)  SCALED    
 JJ0781  ___________________________________________________________________
 JJ0781  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 JJ0781  GEOID HEIGHT-         -23.96  (meters)                     GEOID03
 JJ0781
 JJ0781  HORZ ORDER  -  THIRD
 JJ0781
 JJ0781.The horizontal coordinates were established by classical geodetic methods
 JJ0781.and adjusted by the National Geodetic Survey in January 1993..
 JJ0781
 JJ0781.The orthometric height was scaled from a topographic map.
 JJ0781
 JJ0781.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0781
 JJ0781.The geoid height was determined by GEOID03.
 JJ0781
 JJ0781;                    North         East     Units Scale Factor Converg.
 JJ0781;SPC CO S     -   464,183.922 1,213,868.406   MT  0.99995270   +2 05 36.3
 JJ0781;SPC CO S     - 1,522,910.08  3,982,499.93   sFT  0.99995270   +2 05 36.3
 JJ0781;SPC KS S     -   559,967.687    85,263.627   MT  0.99993872   -2 12 15.7
 JJ0781;UTM  13      - 4,215,752.160   755,587.471   MT  1.00040463   +1 47 47.3
 JJ0781
 JJ0781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0781!SPC CO S     -   0.99984273  x   0.99995270  =   0.99979543
 JJ0781!SPC KS S     -   0.99984273  x   0.99993872  =   0.99978146
 JJ0781!UTM  13      -   0.99984273  x   1.00040463  =   1.00024729
 JJ0781
 JJ0781:                Primary Azimuth Mark                     Grid Az
 JJ0781:SPC CO S     -  COOLIDGE SE COLORADO COOP ELEV           101 00 59.5
 JJ0781:SPC KS S     -  COOLIDGE SE COLORADO COOP ELEV           105 18 51.5
 JJ0781:UTM  13      -  COOLIDGE SE COLORADO COOP ELEV           101 18 48.5
 JJ0781
 JJ0781|---------------------------------------------------------------------|
 JJ0781| PID    Reference Object                     Distance      Geod. Az  |
 JJ0781|                                                           dddmmss.s |
 JJ0781| JJ0785 COOLIDGE SE COLORADO COOP ELEV      APPROX. 6.9 KM 1030635.8 |
 JJ0781| JJ0783 COOLIDGE SULLIVAN INC ELEVATOR      APPROX. 6.5 KM 1031210.6 |
 JJ0781| JJ0724 HORN AZ MK                          APPROX. 0.5 KM 1031202.3 |
 JJ0781| CM8798 HORN RM 1                            18.632 METERS 26711     |
 JJ0781| CM8799 HORN RM 2                            19.328 METERS 35837     |
 JJ0781|---------------------------------------------------------------------|
 JJ0781
 JJ0781                          SUPERSEDED SURVEY CONTROL
 JJ0781
 JJ0781  NAD 83(1986)-  38 03 12.42648(N)    102 05 13.48508(W) AD(       ) 3
 JJ0781  NAD 27      -  38 03 12.39101(N)    102 05 11.81836(W) AD(       ) 3
 JJ0781
 JJ0781.Superseded values are not recommended for survey control.
 JJ0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0781.See file dsdata.txt to determine how the superseded data were derived.
 JJ0781
 JJ0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC5558715752(NAD 83)
 JJ0781_MARKER: DS = TRIANGULATION STATION DISK
 JJ0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0781_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JJ0781
 JJ0781  HISTORY     - Date     Condition        Report By
 JJ0781  HISTORY     - 1954     MONUMENTED       CGS
 JJ0781  HISTORY     - 19971004 MARK NOT FOUND   NGS
 JJ0781
 JJ0781                          STATION DESCRIPTION
 JJ0781
 JJ0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0781'STATION IS LOCATED ABOUT 1.7 MILES EAST OF HOLLY ON THE
 JJ0781'NORTH SIDE OF U.S. HIGHWAY 50 AND ON THE PROPERTY OF MR. W.E.
 JJ0781'HARCSHORN OF HOLLY.
 JJ0781'
 JJ0781'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S.
 JJ0781'HIGHWAY 50 AND STATE HIGHWAY 89, IN HOLLY GO EAST ON
 JJ0781'U.S. HIGHWAY 50 FOR 1.7 MILES TO STATION ON THE NORTH SIDE
 JJ0781'OF HIGHWAY.
 JJ0781'
 JJ0781'STATION, STAMPED HORN 1953, IS A STANDARD USC AND GS BRONZE
 JJ0781'DISK SET IN THE TOP OF A 12-INCH IN DIAMETER CONCRETE MONUMENT
 JJ0781'THAT PROJECTS ABOUT 3-INCHES.  IT IS 65.6 FEET NORTH OF THE
 JJ0781'CENTERLINE OF U.S. HGHWAY 50, 15.8 FEET NORTH OF FENCE LINE,
 JJ0781'AND 40.7 FEET EAST NORTHEAST OF THE EAST GATE POST OF
 JJ0781'ENTRANCE TO FIELD.
 JJ0781'
 JJ0781'AZIMUTH MARK, STAMPED HORN 1953, IS A STANDARD DISK USC
 JJ0781'AND GS BRONZE DISK SET IN THE TOP OF A 12-INCH IN DIAMETER
 JJ0781'CONCRETE MONUMENT THAT PROJECTS ABOUT 4-INCHES.  IT IS 1.3
 JJ0781'FEET SOUTH OF FENCE LINE, AND 48.6 FEET SOUTH OF THE CENTERLINE
 JJ0781'OF U.S. HIGHWAY 50.
 JJ0781'
 JJ0781'R.M. 1, STAMPED HORN NO 1 1953, IS A STANDARD USC AND GS BRONZE
 JJ0781'DISK SET IN THE TOP OF A 12-INCH IN DIAMETER CONCRETE MONUMENT
 JJ0781'THAT PROJECTS ABOUT 3-INCHES.  IT IS 53.0 FEET NORTH OF THE
 JJ0781'CENTERLINE OF U.S. HIGHWAY 50, 2.5 FEET NORTH OF FENCE LINE
 JJ0781'AND 6.0 FEET WEST NORTHWEST OF WEST GATE POST.  IT IS ABOUT
 JJ0781'THE SAME ELEVATION AS THE STATION.
 JJ0781'
 JJ0781'R.M. 2, STAMPED HORN NO 2 1953, IS A STANDARD USC AND GS
 JJ0781'BRONZE DISK SET IN THE TOP OF A 12-INCH IN DIAMETER CONCRETE
 JJ0781'MONUMENT THAT PROJECTS ABOUT 3-INCHES AND IS ABOUT THE SAME
 JJ0781'ELEVATION AS THE STATION.  IT IS 1.0 FOOT SOUTH OF FENCE
 JJ0781'LINE, AND 82.3 FEET NORTH NORTHEAST OF EAST GATE POST.
 JJ0781
 JJ0781                          STATION RECOVERY (1997)
 JJ0781
 JJ0781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 JJ0781'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.  THE MEASUREMENTS
 JJ0781'LED TO AN AREA OF U.S.  HIGHWAY 50 RELOCATION.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0724 ***********************************************************************
 JJ0724  CBN         -  This is a Cooperative Base Network Control Station.
 JJ0724  DESIGNATION -  HORN AZ MK
 JJ0724  PID         -  JJ0724
 JJ0724  STATE/COUNTY-  CO/PROWERS
 JJ0724  USGS QUAD   -  HOLLY EAST (1978)
 JJ0724
 JJ0724                         *CURRENT SURVEY CONTROL
 JJ0724  ___________________________________________________________________
 JJ0724* NAD 83(1992)-  38 03 08.45567(N)    102 04 52.11564(W)     ADJUSTED  
 JJ0724* NAVD 88     -      1029.106  (meters)    3376.33   (feet)  ADJUSTED  
 JJ0724  ___________________________________________________________________
 JJ0724  X           -  -1,052,687.600 (meters)                     COMP
 JJ0724  Y           -  -4,918,245.756 (meters)                     COMP
 JJ0724  Z           -   3,910,640.665 (meters)                     COMP
 JJ0724  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 JJ0724  ELLIP HEIGHT-        1005.14  (meters)          (10/21/02) GPS OBS
 JJ0724  GEOID HEIGHT-         -23.97  (meters)                     GEOID03
 JJ0724  DYNAMIC HT  -        1028.145 (meters)    3373.17  (feet)  COMP
 JJ0724  MODELED GRAV-     979,661.0   (mgal)                       NAVD 88
 JJ0724
 JJ0724  HORZ ORDER  -  B
 JJ0724  VERT ORDER  -  FIRST     CLASS II
 JJ0724  ELLP ORDER  -  FOURTH    CLASS II
 JJ0724
 JJ0724.The horizontal coordinates were established by GPS observations
 JJ0724.and adjusted by the National Geodetic Survey in May 1992..
 JJ0724
 JJ0724.The orthometric height was determined by differential leveling
 JJ0724.and adjusted by the National Geodetic Survey in July 2002..
 JJ0724
 JJ0724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JJ0724
 JJ0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0724
 JJ0724.The ellipsoidal height was determined by GPS observations
 JJ0724.and is referenced to NAD 83.
 JJ0724
 JJ0724.The geoid height was determined by GEOID03.
 JJ0724
 JJ0724.The dynamic height is computed by dividing the NAVD 88
 JJ0724.geopotential number by the normal gravity value computed on the
 JJ0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0724.degrees latitude (g = 980.6199 gals.).
 JJ0724
 JJ0724.The modeled gravity was interpolated from observed gravity values.
 JJ0724
 JJ0724;                    North         East     Units Scale Factor Converg.
 JJ0724;SPC CO S     -   464,080.805 1,214,393.643   MT  0.99995263   +2 05 49.4
 JJ0724;SPC CO S     - 1,522,571.77  3,984,223.14   sFT  0.99995263   +2 05 49.4
 JJ0724;SPC KS S     -   559,825.501    85,779.652   MT  0.99993867   -2 12 02.6
 JJ0724;UTM  13      - 4,215,646.275   756,112.405   MT  1.00040794   +1 48 00.4
 JJ0724;UTM  14      - 4,216,106.370   229,644.682   MT  1.00050031   -1 54 01.1
 JJ0724
 JJ0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0724!SPC CO S     -   0.99984231  x   0.99995263  =   0.99979494
 JJ0724!SPC KS S     -   0.99984231  x   0.99993867  =   0.99978098
 JJ0724!UTM  13      -   0.99984231  x   1.00040794  =   1.00025018
 JJ0724!UTM  14      -   0.99984231  x   1.00050031  =   1.00034254
 JJ0724
 JJ0724                          SUPERSEDED SURVEY CONTROL
 JJ0724
 JJ0724  NAD 83(1986)-  38 03 08.45332(N)    102 04 52.10648(W) AD(       ) 3
 JJ0724  ELLIP H (05/26/92) 1005.12   (m)                       GP(       ) 4 1
 JJ0724  NAVD 88 (06/15/91) 1029.110  (m)         3376.34   (f) UNKNOWN     1 2
 JJ0724  NGVD 29 (06/11/92) 1028.66   (m)         3374.9    (f) LEVELING    3  
 JJ0724
 JJ0724.Superseded values are not recommended for survey control.
 JJ0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0724.See file dsdata.txt to determine how the superseded data were derived.
 JJ0724
 JJ0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC5611215646(NAD 83)
 JJ0724_MARKER: DD = SURVEY DISK
 JJ0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0724_SP_SET: CONCRETE POST
 JJ0724_STAMPING: HORN 1953
 JJ0724_MARK LOGO: CGS   
 JJ0724_PROJECTION: PROJECTING 10 CENTIMETERS
 JJ0724_MAGNETIC: N = NO MAGNETIC MATERIAL
 JJ0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0724+STABILITY: SURFACE MOTION
 JJ0724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0724+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1997
 JJ0724
 JJ0724  HISTORY     - Date     Condition        Report By
 JJ0724  HISTORY     - 1953     MONUMENTED       CGS
 JJ0724  HISTORY     - 1986     GOOD             NGS
 JJ0724  HISTORY     - 19910414 GOOD             NGS
 JJ0724  HISTORY     - 19960327 GOOD             CODOT
 JJ0724  HISTORY     - 19970428 GOOD             NGS
 JJ0724  HISTORY     - 19970616 GOOD             NGS
 JJ0724  HISTORY     - 19971004 GOOD             NGS
 JJ0724
 JJ0724                          STATION DESCRIPTION
 JJ0724
 JJ0724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JJ0724'3.4 KM (2.1 MI) EAST FROM HOLLY.
 JJ0724'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 JJ0724'3.2 KM (2.0 MI) EAST ALONG US HIGHWAY 50 FROM THE JUNCTION OF STATE
 JJ0724'ROUTE 89 IN HOLLY, THENCE 0.16 KM (0.1 MI) SOUTHEAST ALONG A DIRT ROAD
 JJ0724'(OLD HIGHWAY 50), 17.1 METERS (56 FT) SOUTH OF THE CENTER OF THE ROAD
 JJ0724'AND 0.33 METER (1.1 FT) NORTH OF A FENCE.
 JJ0724'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JJ0724
 JJ0724                          STATION RECOVERY (1991)
 JJ0724
 JJ0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JJ0724'STATION IS LOCATED ABOUT 4 KM (2.5 MI) EAST OF HOLLY, 3 KM (1.9 MI)
 JJ0724'WEST OF THE KANSAS STATE LINE, ALONG THE RIGHT-OF-WAY OF AN OLD
 JJ0724'SECTION OF HIGHWAY 50, ON THE WEST EDGE OF SECTION 18, T 23 S, R 41
 JJ0724'W. OWNERSHIP--JOHN H. WILLHIDE, P.O. BOX 396, HOLLY, CO 81047.  PHONE
 JJ0724'IS 719-537-6848.
 JJ0724'TO REACH FROM THE JUNCTION OF US HIGHWAY 50 AND STATE HIGHWAY 89 ON
 JJ0724'THE EAST SIDE OF HOLLY, GO EAST ON HIGHWAY 50 FOR 3.06 KM (1.90 MI)
 JJ0724'TO A CANAL CROSSING.  CONTINUE AHEAD FOR 0.09 KM (0.06 MI) TO COUNTY
 JJ0724'ROAD 37.0 ON THE LEFT AND A TRACK ROAD RIGHT.  TURN RIGHT, SOUTH, ON
 JJ0724'TRACK ROAD FOR 0.11 KM (0.07 MI) TO THE OLD HIGHWAY.  TURN LEFT,
 JJ0724'EAST, FOR 0.07 KM (0.04 MI) TO THE STATION ON THE RIGHT.
 JJ0724'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST
 JJ0724'PROJECTING 5 CM.  IT IS 14.8 M (48.6 FT) SOUTH OF, AND SLIGHTLY LOWER
 JJ0724'THAN THE ROAD CENTER, 0.2 M (0.7 FT) NORTH OF A FIBERGLASS WITNESS
 JJ0724'POST AND 0.3 M (1.0 FT) NORTH OF A WIRE FENCE.
 JJ0724'DESCRIBED BY G.R.HEID
 JJ0724
 JJ0724                          STATION RECOVERY (1996)
 JJ0724
 JJ0724'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (JRZ)
 JJ0724'RECOVERED AS DESCRIBED.  TO REACH FROM THE JUNCTION OF US HIGHWAY 50
 JJ0724'AND SH 89 ON THE EAST SIDE OF HOLLY, GO EAST ON HIGHWAY 50 FOR 3.06 KM
 JJ0724'(1.90 MI) TO A CANAL CROSSING.  CONTINUE AHEAD FOR 0.09 KM (0.06 MI)
 JJ0724'TO COUNTY ROAD 37.0 AND A TRACK ROAD RIGHT.  TURN RIGHT ON TRACK ROAD
 JJ0724'FOR 0.11 KM (0.07 MI) TO THE OLD HIGHWAY.  TURN LEFT FOR 0.07 KM (0.04
 JJ0724'MI) TO THE STATION ON THE RIGHR.  STATION MARK IS SET IN THE TOP OF A
 JJ0724'30 CM ROUND CONCRETE POST PROJECTING 5CM.  IT IS 14.8 M (48.56 FT)
 JJ0724'SOUTH OF AND SLIGHTLY LOWER THAN ROAD CENTER, 0.2 M (0.66 FT) NORTH OF
 JJ0724'A FIBERGLASS WITNESS POST, AND 0.3 M (0.98 FT) NORTH OF A WIRE FENCE.
 JJ0724'RECOVERED IN GOOD CONDITION IN MARCH 1996
 JJ0724
 JJ0724                          STATION RECOVERY (1997)
 JJ0724
 JJ0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (JGF)
 JJ0724'RECOVERED AS DESCRIBED.
 JJ0724
 JJ0724                          STATION RECOVERY (1997)
 JJ0724
 JJ0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 JJ0724'RECOVERED AS DESCRIBED.
 JJ0724
 JJ0724                          STATION RECOVERY (1997)
 JJ0724
 JJ0724'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 JJ0724'3.3 KM (2.05 MI) EASTERLY ALONG U.S.  HIGHWAY 50 FROM THE JUNCTION OF
 JJ0724'STATE HIGHWAY 89 IN HOLLY, 122.8 M (402.9 FT) SOUTH OF THE HIGHWAY
 JJ0724'CENTERLINE, 69.8 M (229.0 FT) EAST OF A FENCE CORNER, 14.7 M (48.2 FT)
 JJ0724'SOUTH OF THE CENTERLINE OF OLD U.S.  HIGHWAY 50, 6.0 M (19.7 FT) BELOW
 JJ0724'THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE OLD
 JJ0724'HIGHWAY, 0.3 M (1.0 FT) NORTH OF A WITNESS POST AND FENCE, AND THE
 JJ0724'MONUMENT PROJECTS 0.15 M (0.49 FT) ABOVE THE GROUND SURFACE.
 JJ0724'NOTE--THE MONUMENT IS COLORADO HARN STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0752 ***********************************************************************
 JL0752  DESIGNATION -  HORNET
 JL0752  PID         -  JL0752
 JL0752  STATE/COUNTY-  CO/GUNNISON
 JL0752  USGS QUAD   -  WEST ELK PEAK SW (1973)
 JL0752
 JL0752                         *CURRENT SURVEY CONTROL
 JL0752  ___________________________________________________________________
 JL0752* NAD 83(1992)-  38 33 34.80379(N)    107 14 04.20658(W)     ADJUSTED  
 JL0752* NAVD 88     -      3042.3    (meters)    9981.     (feet)  VERTCON   
 JL0752  ___________________________________________________________________
 JL0752  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 JL0752  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 JL0752
 JL0752  HORZ ORDER  -  THIRD
 JL0752
 JL0752.The horizontal coordinates were established by classical geodetic methods
 JL0752.and adjusted by the National Geodetic Survey in January 1993..
 JL0752
 JL0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0752
 JL0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0752
 JL0752.The geoid height was determined by GEOID03.
 JL0752
 JL0752;                    North         East     Units Scale Factor Converg.
 JL0752;SPC CO C     -   386,872.351   763,233.511   MT  0.99998025   -1 05 38.2
 JL0752;SPC CO C     - 1,269,263.70  2,504,041.94   sFT  0.99998025   -1 05 38.2
 JL0752;UTM  13      - 4,270,281.412   305,305.921   MT  1.00006682   -1 23 35.8
 JL0752
 JL0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0752!SPC CO C     -   0.99952513  x   0.99998025  =   0.99950539
 JL0752!UTM  13      -   0.99952513  x   1.00006682  =   0.99959192
 JL0752
 JL0752:                Primary Azimuth Mark                     Grid Az
 JL0752:SPC CO C     -  LION                                     072 04 56.0
 JL0752:UTM  13      -  LION                                     072 22 53.6
 JL0752
 JL0752|---------------------------------------------------------------------|
 JL0752| PID    Reference Object                     Distance      Geod. Az  |
 JL0752|                                                           dddmmss.s |
 JL0752| JL0751 LION                                APPROX. 1.5 KM 0705917.8 |
 JL0752|---------------------------------------------------------------------|
 JL0752
 JL0752                          SUPERSEDED SURVEY CONTROL
 JL0752
 JL0752  NAD 83(1986)-  38 33 34.80154(N)    107 14 04.21654(W) AD(       ) 3
 JL0752  NAD 27      -  38 33 34.83024(N)    107 14 02.01289(W) AD(       ) 3
 JL0752  NGVD 29 (07/19/86) 3040.6    (m)         9976.     (f) VERT ANG       
 JL0752
 JL0752.Superseded values are not recommended for survey control.
 JL0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0752.See file dsdata.txt to determine how the superseded data were derived.
 JL0752
 JL0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC0530670281(NAD 83)
 JL0752_MARKER: DD = SURVEY DISK
 JL0752_SETTING: 80 = SET IN A BOULDER
 JL0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0752+STABILITY: SURFACE MOTION
 JL0752
 JL0752  HISTORY     - Date     Condition        Report By
 JL0752  HISTORY     - 1950     MONUMENTED       USGS
 JL0752
 JL0752                          STATION DESCRIPTION
 JL0752
 JL0752'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JL0752'STATION LOCATED APPROX. 6 MI. -AIRLINE- N. OF CEBOLLA ON TIMBERED
 JL0752'RIDGE WHICH OVERLOOKS WEST ELK PARK TO THE W. AND LION GULCH TO THE
 JL0752'NW.
 JL0752'
 JL0752'TO REACH STATION FROM INTERSECTION OF MAIN AND TOMICHI STREETS IN
 JL0752'GUNNISON, COLORADO, DRIVE W. ON U.S. HWY 50 TOWARD MONTROSE 19.7,
 JL0752'TURN N.-RIGHT- AND DRIVE UP RED CREEK RD. 6.1 MI. TO OLD ABANDONED
 JL0752'SAWMILL.  HERE LEAVE TRUCK AND PACK UP LION GULCH -W.- APPROX. 2 MI.
 JL0752'STATION LOCATED ON HIGHEST POINT OF HIGH TIMBERED RIDGE, WHICH
 JL0752'OVERLOOKS SMALL PARK, AT HEAD OF LION GULCH, TO THE NE. AND W. ELK
 JL0752'PARK TO THE W.
 JL0752'
 JL0752'STATION MARK - STANDARD TABLET SET FLUSH IN BOULDER IN PLACE STAMPED
 JL0752'---C- HORNET 1950 ---.
 JL0752'
 JL0752'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1221 ***********************************************************************
 JK1221  DESIGNATION -  HORNS
 JK1221  PID         -  JK1221
 JK1221  STATE/COUNTY-  CO/EL PASO
 JK1221  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK1221
 JK1221                         *CURRENT SURVEY CONTROL
 JK1221  ___________________________________________________________________
 JK1221* NAD 83(1992)-  38 45 28.75653(N)    104 51 59.49028(W)     ADJUSTED  
 JK1221* NAVD 88     -      2809.9    (meters)    9219.     (feet)  VERTCON   
 JK1221  ___________________________________________________________________
 JK1221  LAPLACE CORR-         -23.03  (seconds)                    DEFLEC99
 JK1221  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 JK1221
 JK1221  HORZ ORDER  -  THIRD
 JK1221
 JK1221.The horizontal coordinates were established by classical geodetic methods
 JK1221.and adjusted by the National Geodetic Survey in January 1993..
 JK1221
 JK1221.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1221
 JK1221.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1221
 JK1221.The geoid height was determined by GEOID03.
 JK1221
 JK1221;                    North         East     Units Scale Factor Converg.
 JK1221;SPC CO C     -   407,635.741   969,460.936   MT  0.99995373   +0 23 58.3
 JK1221;SPC CO C     - 1,337,384.93  3,180,639.75   sFT  0.99995373   +0 23 58.3
 JK1221;UTM  13      - 4,289,929.258   511,597.099   MT  0.99960166   +0 05 00.8
 JK1221
 JK1221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1221!SPC CO C     -   0.99956192  x   0.99995373  =   0.99951567
 JK1221!UTM  13      -   0.99956192  x   0.99960166  =   0.99916376
 JK1221
 JK1221                          SUPERSEDED SURVEY CONTROL
 JK1221
 JK1221  NAD 83(1986)-  38 45 28.74643(N)    104 51 59.48278(W) AD(       ) 3
 JK1221  NAD 27      -  38 45 28.76364(N)    104 51 57.56686(W) AD(       ) 3
 JK1221  NGVD 29 (07/19/86) 2808.7    (m)         9215.     (f) VERT ANG       
 JK1221
 JK1221.Superseded values are not recommended for survey control.
 JK1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1221.See file dsdata.txt to determine how the superseded data were derived.
 JK1221
 JK1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC1159789929(NAD 83)
 JK1221
 JK1221  HISTORY     - Date     Condition        Report By
 JK1221  HISTORY     - 1947     MONUMENTED       USGS
 JK1221  HISTORY     - 1960     GOOD             USE
 JK1221
 JK1221                          STATION DESCRIPTION
 JK1221
 JK1221'DESCRIBED BY US ENGINEERS 1960
 JK1221'STATION LOCATED APPROXIMATELY 5 MI. S. AND 3 MI. W. OF COLORADO
 JK1221'SPRINGS POST OFFICE.
 JK1221'
 JK1221'TO REACH STATION BY AUTO, GO UP THE CHEYENNE MOUNTAIN HIGHWAY FROM
 JK1221'BROADMOOR, EL PASO COUNTY, TO CHEYENNE MOUNTAIN LODGE.  POINT LIES
 JK1221'APPROXIMATELY 200 FT. SW. OF HIGHEST ROCKY TOP.
 JK1221'
 JK1221'REPORTED AS
 JK1221'LOCATED NEXT TO A SMALL BUILDING, SUBSURFACE UNDER A MAN HOLE COVER.
 JK1221'
 JK1221'STATION MARK--STANDARD BENCH MARK TABLET, STAMPED ---D 1947
 JK1221'HORNS---.
 JK1221'
 JK1221'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0937 ***********************************************************************
 JJ0937  DESIGNATION -  HORSE
 JJ0937  PID         -  JJ0937
 JJ0937  STATE/COUNTY-  CO/BENT
 JJ0937  USGS QUAD   -  MC INTOSH RANCH (1955)
 JJ0937
 JJ0937                         *CURRENT SURVEY CONTROL
 JJ0937  ___________________________________________________________________
 JJ0937* NAD 83(1992)-  38 10 24.81225(N)    103 22 28.78980(W)     ADJUSTED  
 JJ0937* NAVD 88     -      1271.     (meters)    4170.     (feet)  SCALED    
 JJ0937  ___________________________________________________________________
 JJ0937  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 JJ0937  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 JJ0937
 JJ0937  HORZ ORDER  -  THIRD
 JJ0937
 JJ0937.The horizontal coordinates were established by classical geodetic methods
 JJ0937.and adjusted by the National Geodetic Survey in January 1993..
 JJ0937
 JJ0937.The orthometric height was scaled from a topographic map.
 JJ0937
 JJ0937.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0937
 JJ0937.The geoid height was determined by GEOID03.
 JJ0937
 JJ0937;                    North         East     Units Scale Factor Converg.
 JJ0937;SPC CO S     -   474,162.340 1,100,611.549   MT  0.99996290   +1 18 13.1
 JJ0937;SPC CO S     - 1,555,647.61  3,610,923.06   sFT  0.99996290   +1 18 13.1
 JJ0937;UTM  13      - 4,226,320.244   642,367.756   MT  0.99984963   +1 00 16.9
 JJ0937
 JJ0937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0937!SPC CO S     -   0.99980417  x   0.99996290  =   0.99976708
 JJ0937!UTM  13      -   0.99980417  x   0.99984963  =   0.99965383
 JJ0937
 JJ0937:                Primary Azimuth Mark                     Grid Az
 JJ0937:SPC CO S     -  LYON                                     103 34 37.7
 JJ0937:UTM  13      -  LYON                                     103 52 33.9
 JJ0937
 JJ0937|---------------------------------------------------------------------|
 JJ0937| PID    Reference Object                     Distance      Geod. Az  |
 JJ0937|                                                           dddmmss.s |
 JJ0937| JJ0934 LYON                                APPROX.14.1 KM 1045250.8 |
 JJ0937| JJ0928 LAS ANIMAS MUNICIPAL TANK           APPROX.17.1 KM 1334641.4 |
 JJ0937|---------------------------------------------------------------------|
 JJ0937
 JJ0937                          SUPERSEDED SURVEY CONTROL
 JJ0937
 JJ0937  NAD 83(1986)-  38 10 24.79970(N)    103 22 28.78640(W) AD(       ) 3
 JJ0937  NAD 27      -  38 10 24.77688(N)    103 22 27.01706(W) AD(       ) 3
 JJ0937
 JJ0937.Superseded values are not recommended for survey control.
 JJ0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0937.See file dsdata.txt to determine how the superseded data were derived.
 JJ0937
 JJ0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC4236826320(NAD 83)
 JJ0937_MARKER: DD = SURVEY DISK
 JJ0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0937_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JJ0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0937+STABILITY: SURFACE MOTION
 JJ0937
 JJ0937  HISTORY     - Date     Condition        Report By
 JJ0937  HISTORY     - 1949     MONUMENTED       USGS
 JJ0937
 JJ0937                          STATION DESCRIPTION
 JJ0937
 JJ0937'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 JJ0937'STATION IS LOCATED ABOUT 8 MI. N. AND 9 MI. W. OF LAS ANIMAS, IN
 JJ0937'SEC. 5, T 22 S, R 53 W.
 JJ0937'
 JJ0937'TO REACH STATION FROM THE POST OFFICE IN LAS ANIMAS, PROCEED N. ALONG
 JJ0937'U.S. HIGHWAY 50 FOR 1.2 MI. TO Y-JUNCTION, THENCE W. ALONG OIL RD.
 JJ0937'FOR 5.2 MI. TO T-RD. N., THENCE N. 1 MI. TO CROSSROAD, THENCE W.
 JJ0937'1.5 MI. TO BEND, THENCE NW. ALONG TRAIL RD. 4.1 MI. TO FORKS AT
 JJ0937'HORSE CREEK RESERVOIR, THENCE RIGHT 0.1 MI. TO FORKS, THENCE RIGHT
 JJ0937'1.0 MI. TO FORKS, THENCE RIGHT 0.2 MI. TO CROSS TRAIL.  STATION LIES
 JJ0937'EASTERLY 2100 FT. ON SUMMIT OF SMALL KNOLL.
 JJ0937'
 JJ0937'STATION MARK--STANDARD TABLET IN 6 X 6 IN. CONCRETE POST PROJECTING
 JJ0937'2 IN. ABOVE GROUND, STAMPED ---HORSE 1949---.
 JJ0937'
 JJ0937'REFERENCE MARK NO. 1--STANDARD TABLET IN 6 X 6 IN. CONCRETE POST,
 JJ0937'STAMPED ---HORSE NO. 1 1949---, 56.9 FT. FROM STATION,
 JJ0937'S 58 DEG 52 MIN E.
 JJ0937'
 JJ0937'REFERENCE MARK NO. 2--STANDARD TABLET IN 6 X 6 IN. CONCRETE POST,
 JJ0937'STAMPED ---HORSE NO. 2 1949---, 60.4 FT. FROM STATION,
 JJ0937'N 14 DEG 43 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1608 ***********************************************************************
 KK1608  DESIGNATION -  HORSE
 KK1608  PID         -  KK1608
 KK1608  STATE/COUNTY-  CO/EL PASO
 KK1608  USGS QUAD   -  ALTA VISTA (1970)
 KK1608
 KK1608                         *CURRENT SURVEY CONTROL
 KK1608  ___________________________________________________________________
 KK1608* NAD 83(1992)-  39 00 27.45195(N)    104 05 16.56427(W)     ADJUSTED  
 KK1608* NAVD 88     -      1941.1    (meters)    6368.     (feet)  VERTCON   
 KK1608  ___________________________________________________________________
 KK1608  LAPLACE CORR-          -5.60  (seconds)                    DEFLEC99
 KK1608  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 KK1608
 KK1608  HORZ ORDER  -  SECOND
 KK1608
 KK1608.The horizontal coordinates were established by classical geodetic methods
 KK1608.and adjusted by the National Geodetic Survey in January 1993..
 KK1608
 KK1608.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1608
 KK1608.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1608
 KK1608.The geoid height was determined by GEOID03.
 KK1608
 KK1608;                    North         East     Units Scale Factor Converg.
 KK1608;SPC CO C     -   436,105.777 1,036,698.251   MT  0.99993723   +0 53 26.1
 KK1608;SPC CO C     - 1,430,790.37  3,401,234.18   sFT  0.99993723   +0 53 26.1
 KK1608;UTM  13      - 4,318,018.435   578,969.572   MT  0.99967679   +0 34 26.8
 KK1608
 KK1608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1608!SPC CO C     -   0.99969853  x   0.99993723  =   0.99963577
 KK1608!UTM  13      -   0.99969853  x   0.99967679  =   0.99937541
 KK1608
 KK1608|---------------------------------------------------------------------|
 KK1608| PID    Reference Object                     Distance      Geod. Az  |
 KK1608|                                                           dddmmss.s |
 KK1608| CP8253 HORSE RM 1                           13.297 METERS 09244     |
 KK1608| CP8254 HORSE RM 2                           13.175 METERS 17905     |
 KK1608| KK1616 CALHAN                              APPROX.19.9 KM 2681902.4 |
 KK1608|---------------------------------------------------------------------|
 KK1608
 KK1608                          SUPERSEDED SURVEY CONTROL
 KK1608
 KK1608  NAD 83(1986)-  39 00 27.44239(N)    104 05 16.55923(W) AD(       ) 2
 KK1608  NAD 27      -  39 00 27.47761(N)    104 05 14.70643(W) AD(       ) 2
 KK1608  NGVD 29 (07/19/86) 1940.1    (m)         6365.     (f) VERT ANG       
 KK1608
 KK1608.Superseded values are not recommended for survey control.
 KK1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1608.See file dsdata.txt to determine how the superseded data were derived.
 KK1608
 KK1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED7897018018(NAD 83)
 KK1608_MARKER: Z = SEE DESCRIPTION
 KK1608_SETTING: 0 = UNSPECIFIED SETTING
 KK1608
 KK1608  HISTORY     - Date     Condition        Report By
 KK1608  HISTORY     - 1970     MONUMENTED       USGS
 KK1608
 KK1608                          STATION DESCRIPTION
 KK1608
 KK1608'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (WAK)
 KK1608'THE STATION IS LOCATED SOUTH 51 DEGREES WEST ABOUT 28 MILES AIRLINE
 KK1608'FROM LIMON, COLORADO.  SOUTH ABOUT 10 MILES AIRLINE FROM SIMLA,
 KK1608'COLORADO.  APPROXIMATELY 800 FEET EAST OF A NORTH-SOUTH ROAD.
 KK1608'ABOUT 500 FEET NORTH OF AN EAST-WEST FENCE LINE ON THE HIGHEST
 KK1608'POINT OF GROUND OWNED BY MR. AL VIDMAR, COLORADO SPRINGS,
 KK1608'COLORADO.  AND 5 FEET SOUTH OF A USGS WITNESS SIGN.
 KK1608'
 KK1608'TO REACH THE STATION FROM THE POST OFFICE IN SIMLA, COLORADO,
 KK1608'PROCEED WEST ON U.S. HIGHWAY 24 FOR 0.25 MILE TO A GRADED T-ROAD
 KK1608'SOUTH.  TURN LEFT (SOUTH) ON GRADED ROAD FOR 10.5 MILES.  THENCE
 KK1608'LEFT (EAST) FOR 0.1 MILE TO ENTRANCE TO FARM YARD.  TURN LEFT
 KK1608'(NORTH) THROUGH FARM YARD, FOLLOWING FAINT TRACK ROAD THROUGH
 KK1608'THREE WIRE GATES, FOR 0.4 MILE.  THENCE RIGHT (EAST) ALONG FENCE
 KK1608'FOR 0.15 MILE AND LEFT (NORTH) ACROSS FIELD FOR 0.1 MILE TO
 KK1608'STATION MARK.
 KK1608'
 KK1608'ALL MARKS ARE USGS BRASS TABLETS SOLDERED TO COPPER COATED STEEL
 KK1608'RODS CENTERED IN TILE 6 INCHES IN DIAMETER AND 12 INCHES LONG
 KK1608'FILLED WITH GRAVEL AND SET FLUSH WITH GROUND SURFACE.
 KK1608'
 KK1608'STATION MARK IS A ROD DRIVEN 15 FEET TO REFUSAL, TABLET STAMPED
 KK1608'HORSE ET 1970.
 KK1608'
 KK1608'REFERENCE MARK NO. 1 IS A ROD DRIVEN 20 FEET TO REFUSAL, TABLET
 KK1608'STAMPED HORSE ET 1970 1.
 KK1608'
 KK1608'REFERENCE MARK NO. 2 IS A ROD DRIVEN 12 FEET TO REFUSAL, TABLET
 KK1608'STAMPED HORSE ET 1970 2.
 KK1608'
 KK1608'STATION CALHAN ET 1970 IS VISIBLE FROM THE GROUND AT THIS STATION
 KK1608'AND WILL SERVE AS THE AZIMUTH MARK.
 KK1608'
 KK1608'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0653 ***********************************************************************
 LK0653  DESIGNATION -  HORSE
 LK0653  PID         -  LK0653
 LK0653  STATE/COUNTY-  CO/WASHINGTON
 LK0653  USGS QUAD   -  BUFFALO SPRINGS RANCH (1984)
 LK0653
 LK0653                         *CURRENT SURVEY CONTROL
 LK0653  ___________________________________________________________________
 LK0653* NAD 83(1992)-  40 20 30.65708(N)    103 12 52.05535(W)     ADJUSTED  
 LK0653* NAVD 88     -      1357.8    (meters)    4455.     (feet)  VERTCON   
 LK0653  ___________________________________________________________________
 LK0653  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 LK0653  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 LK0653
 LK0653  HORZ ORDER  -  THIRD
 LK0653
 LK0653.The horizontal coordinates were established by classical geodetic methods
 LK0653.and adjusted by the National Geodetic Survey in January 1993..
 LK0653
 LK0653.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0653
 LK0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0653
 LK0653.The geoid height was determined by GEOID03.
 LK0653
 LK0653;                    North         East     Units Scale Factor Converg.
 LK0653;SPC CO N     -   419,279.526 1,108,566.547   MT  0.99995811   +1 28 36.4
 LK0653;SPC CO N     - 1,375,586.24  3,637,022.08   sFT  0.99995811   +1 28 36.4
 LK0653;UTM  13      - 4,467,230.238   651,654.444   MT  0.99988311   +1 09 21.9
 LK0653
 LK0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0653!SPC CO N     -   0.99979018  x   0.99995811  =   0.99974830
 LK0653!UTM  13      -   0.99979018  x   0.99988311  =   0.99967331
 LK0653
 LK0653:                Primary Azimuth Mark                     Grid Az
 LK0653:SPC CO N     -  RESERVOIR                                301 16 11.4
 LK0653:UTM  13      -  RESERVOIR                                301 35 25.9
 LK0653
 LK0653|---------------------------------------------------------------------|
 LK0653| PID    Reference Object                     Distance      Geod. Az  |
 LK0653|                                                           dddmmss.s |
 LK0653| LK0673 RESERVOIR                           APPROX. 9.9 KM 3024447.8 |
 LK0653|---------------------------------------------------------------------|
 LK0653
 LK0653                          SUPERSEDED SURVEY CONTROL
 LK0653
 LK0653  NAD 83(1986)-  40 20 30.64930(N)    103 12 52.05524(W) AD(       ) 3
 LK0653  NAD 27      -  40 20 30.73169(N)    103 12 50.29027(W) AD(       ) 3
 LK0653  NGVD 29 (07/19/86) 1357.2    (m)         4453.     (f) VERT ANG       
 LK0653
 LK0653.Superseded values are not recommended for survey control.
 LK0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0653.See file dsdata.txt to determine how the superseded data were derived.
 LK0653
 LK0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE5165467230(NAD 83)
 LK0653
 LK0653  HISTORY     - Date     Condition        Report By
 LK0653  HISTORY     - UNK      MONUMENTED
 LK0653  HISTORY     - 1973     GOOD             USGS
 LK0653
 LK0653                          STATION DESCRIPTION
 LK0653
 LK0653'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 LK0653'STATION IS LOCATED IN NW. 1/4 SEC. 4, T 4 N, R 52 W, ABOUT 0.4 MI.
 LK0653'N. AND 85 FT. E. OF CENTERLINE OF RDS. AT Y-JUNCTION, AT APPROXIMATE
 LK0653'CORNER OF SECS. 4, 5, 8, 9, T 4 N, R 52 W, ON EASTERNMOST OF TWO
 LK0653'KNOLLS FRAMED BY CUT FOR RD.
 LK0653'
 LK0653'TO REACH FROM AKRON, COLORADO, GO 12.5 MI. N. ALONG STATE HIGHWAY 63
 LK0653'TO CUT FORMED BY OLD STATE ROAD THROUGH KNOLL, THEN GO RIGHT (E.)
 LK0653'85 FT. TO HIGHEST POINT OF KNOLL AND STATION.
 LK0653'
 LK0653'THE STATION WAS FOUND IN GOOD CONDITION.
 LK0653'
 LK0653'STATION MARK--STANDARD TABLET, STAMPED ---HORSE 1949---, SET IN
 LK0653'TOP OF CONCRETE POST, PROJECTING 6 IN.
 LK0653'
 LK0653'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO.
 LK0653'1 1949---, SET IN TOP OF CONCRETE POST, PROJECTING 6 IN. ABOVE GROUND,
 LK0653'101.09 FT. FROM STATION, S 08 DEG 07 MIN E.
 LK0653'
 LK0653'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO.
 LK0653'2 1949---, SET IN TOP OF CONCRETE POST, PROJECTING 6 IN. ABOVE GROUND,
 LK0653'69.93 FT. FROM STATION, S 87 DEG 16 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0427 ***********************************************************************
 HJ0427  DESIGNATION -  HORSE
 HJ0427  PID         -  HJ0427
 HJ0427  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0427  USGS QUAD   -  STAGE CANYON (1993)
 HJ0427
 HJ0427                         *CURRENT SURVEY CONTROL
 HJ0427  ___________________________________________________________________
 HJ0427* NAD 83(1992)-  37 35 39.73671(N)    103 46 18.53265(W)     ADJUSTED  
 HJ0427* NAVD 88     -      1607.4    (meters)    5274.     (feet)  VERTCON   
 HJ0427  ___________________________________________________________________
 HJ0427  X           -  -1,204,866.267 (meters)                     COMP
 HJ0427  Y           -  -4,915,774.621 (meters)                     COMP
 HJ0427  Z           -   3,870,836.371 (meters)                     COMP
 HJ0427  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 HJ0427  ELLIP HEIGHT-        1586.52  (meters)          (12/03/02) GPS OBS
 HJ0427  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 HJ0427
 HJ0427  HORZ ORDER  -  FIRST
 HJ0427  ELLP ORDER  -  FOURTH    CLASS II
 HJ0427
 HJ0427.The horizontal coordinates were established by GPS observations
 HJ0427.and adjusted by the National Geodetic Survey in December 2002..
 HJ0427
 HJ0427.The NAVD 88 height was computed by applying the VERTCON shift value to
 HJ0427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HJ0427
 HJ0427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HJ0427
 HJ0427.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0427
 HJ0427.The ellipsoidal height was determined by GPS observations
 HJ0427.and is referenced to NAD 83.
 HJ0427
 HJ0427.The geoid height was determined by GEOID03.
 HJ0427
 HJ0427;                    North         East     Units Scale Factor Converg.
 HJ0427;SPC CO S     -   409,172.292 1,067,009.149   MT  0.99995411   +1 03 36.1
 HJ0427;SPC CO S     - 1,342,426.09  3,500,679.18   sFT  0.99995411   +1 03 36.1
 HJ0427;UTM  13      - 4,161,520.243   608,424.769   MT  0.99974480   +0 44 57.7
 HJ0427
 HJ0427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0427!SPC CO S     -   0.99975110  x   0.99995411  =   0.99970522
 HJ0427!UTM  13      -   0.99975110  x   0.99974480  =   0.99949597
 HJ0427
 HJ0427:                Primary Azimuth Mark                     Grid Az
 HJ0427:SPC CO S     -  HORSE AZ MK                              032 59 32.5
 HJ0427:UTM  13      -  HORSE AZ MK                              033 18 10.9
 HJ0427
 HJ0427|---------------------------------------------------------------------|
 HJ0427| PID    Reference Object                     Distance      Geod. Az  |
 HJ0427|                                                           dddmmss.s |
 HJ0427| HJ0428 HORSE AZ MK                         APPROX. 1.0 KM 0340308.6 |
 HJ0427|---------------------------------------------------------------------|
 HJ0427
 HJ0427                          SUPERSEDED SURVEY CONTROL
 HJ0427
 HJ0427  ELLIP H (12/21/93) 1586.55   (m)                       GP(       ) 4 1
 HJ0427  NAD 83(1992)-  37 35 39.73726(N)    103 46 18.53287(W) AD(       ) 1
 HJ0427  ELLIP H (01/07/93) 1586.55   (m)                       GP(       ) 4 2
 HJ0427  NAD 83(1986)-  37 35 39.72236(N)    103 46 18.53643(W) AD(       ) 1
 HJ0427  NAD 27      -  37 35 39.68223(N)    103 46 16.68397(W) AD(       ) 1
 HJ0427  NGVD 29 (11/20/87) 1606.6    (m)         5271.     (f) GPS OBS        
 HJ0427
 HJ0427.Superseded values are not recommended for survey control.
 HJ0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0427.See file dsdata.txt to determine how the superseded data were derived.
 HJ0427
 HJ0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB0842561520(NAD 83)
 HJ0427_MARKER: DH = HORIZONTAL CONTROL DISK
 HJ0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0427_MAGNETIC: N = NO MAGNETIC MATERIAL
 HJ0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0427+STABILITY: SURFACE MOTION
 HJ0427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HJ0427+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1986
 HJ0427
 HJ0427  HISTORY     - Date     Condition        Report By
 HJ0427  HISTORY     - 1985     MONUMENTED       USA
 HJ0427  HISTORY     - 19860514 GOOD
 HJ0427
 HJ0427                          STATION DESCRIPTION
 HJ0427
 HJ0427'DESCRIBED BY US ARMY 1985 (LWD)
 HJ0427'THE STATION IS LOCATED ABOUT 53.1 KM (33 MI)
 HJ0427'NORTHEAST OF MODEL,
 HJ0427'49.9 KM (31 MI) SOUTH-SOUTHWEST OF LAJUNTA ON THE NORTHWEST END OF
 HJ0427'THE BLACK HILLS IN AN OPEN FIELD IN TH NORTHEASTERN PORTION OF THE
 HJ0427'MILITARY RESERVATION.
 HJ0427'OWNERSHIP--U.S.ARMY,  CONTACTDIVISION ARTILLERY SURVEY INFORMATION
 HJ0427'CENTER,  HHB 4TH INFANTRY DIVISION ARTILLERY, FORT CARSON, COLORADO
 HJ0427'80913-5428.  TELEPHONE   303-579-2131..
 HJ0427'
 HJ0427'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 350 AND
 HJ0427'COUNTY ROAD 99 IN THE TOWN OF MODEL, LAS ANIMAS COUNTY, COLORADO. GO
 HJ0427'NORTHEAST FOR 16.5 KM (10.25 MI) ON HIGHWAY 350 TO THEMAIN ENTRANCE
 HJ0427'TO PINON CANYON MANEUVER SITE AND A ROAD RIGHT.
 HJ0427'TURN RIGHT AND GO EAST FOR 15.5 KM (9.65 MI) ON MAIN ROAD TO THE
 HJ0427'INTERSECTION OF PIPELINE ROAD.
 HJ0427'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 20.8 KM (12.95 MI) ON THE
 HJ0427'MAIN ROAD TO THE INTERSECTION OF A NORTH SOUTH TANK TRAIL.
 HJ0427'TURN LEFT AND GO NORTH FOR 2.3 KM (1.45 MI) ON  TANK TRAIL TO A
 HJ0427'TRACK ROAD RIGHT.
 HJ0427'TURN RIGHT AND GO EAST FOR 2.9 KM (1.85 MI) ON TRACK ROAD TO
 HJ0427'THE INTERSECTION OF A NORTH/SOUTH TRACK ROAD, CONTINUE AHEAD UP THE
 HJ0427'BLACK HILLS FOR 0.4 KM (0.25 MI) TO A FORK IN ROAD.  TAKE LEFT FORK
 HJ0427'FOR 0.4 KM (0.25 MI) NORTHERLY TO A GATE IN FENCE, PASS THROUGH
 HJ0427'GATE THEN EASTERLY FOR 0.5 KM (0.3 MI) AND THE STATION ON THE
 HJ0427'
 HJ0427'THE STATION IS A STANDARD NGS DISK
 HJ0427'STAMPED---HORSE GPS 1985---,
 HJ0427'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HJ0427'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 HJ0427'1.2 METERS (3.9 FT) SOUTH FROM AN ORANGE WITNESS POST
 HJ0427'2 METERS (6.6 FT) NORTH FROM AN EAST/WEST FENCE
 HJ0427'22.1 METERS (72.5 FT) SOUTH FROM A TRACK ROAD
 HJ0427'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 HJ0427'STAMPED---HORSE GPS 1985---,
 HJ0427'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 HJ0427'
 HJ0427'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 HJ0427'STAMPED---HORSE GPS N0 1 1985---,
 HJ0427'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HJ0427'27. CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 HJ0427'1.3 METERS (4.3 FT) SOUTH FROM A STEEL WITNESS POST
 HJ0427'2 METERS (6.6 FT) NORTH FROM AN EAST/WEST FENCE
 HJ0427'22.1 METERS (72.5 FT) SOUTH FROM A TRACK ROAD
 HJ0427'MARK IS 0.3 METERS ABOVE THE STATION.
 HJ0427'
 HJ0427'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 HJ0427'STAMPED---HORSE GPS N0 2 1985---,
 HJ0427'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HJ0427'30 CM IN DIAMETER RECESSED 2.5 CM BELOW GROUND.  LOCATED
 HJ0427'1.2 METERS (3.9 FT) NORTH FROM A STEEL WITNESS POST
 HJ0427'27.9 METERS (91.5 FT) SOUTH FROM AN EAST/WEST FENCE
 HJ0427'MARK IS LEVEL WITH THE STATION.
 HJ0427'
 HJ0427'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 HJ0427'STAMPED---HORSE GPS 1985---,
 HJ0427'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HJ0427'28 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 HJ0427'0.7 METERS (2.3 FT) WEST FROM A FENCE
 HJ0427'1.3 METERS (4.4 FT) SOUTH FROM A STEEL WITNESS POST
 HJ0427'TO REACH THE AZIMUTH FROM THE STATION,
 HJ0427'GO NORTHEAST FOR 1.1 KM (0.7 MI) ON TRACK ROAD AND THE AZIMUTH MARK
 HJ0427'ON LEFT
 HJ0427'
 HJ0427'DESCRIBED BY JAC.
 HJ0427
 HJ0427                          STATION RECOVERY (1986)
 HJ0427
 HJ0427'RECOVERED 1986
 HJ0427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1331 ***********************************************************************
 JK1331  DESIGNATION -  HORSE
 JK1331  PID         -  JK1331
 JK1331  STATE/COUNTY-  CO/PUEBLO
 JK1331  USGS QUAD   -  STONE CITY (1994)
 JK1331
 JK1331                         *CURRENT SURVEY CONTROL
 JK1331  ___________________________________________________________________
 JK1331* NAD 83(1992)-  38 26 04.03907(N)    104 45 22.47772(W)     ADJUSTED  
 JK1331* NAVD 88     -      1742.5    (meters)    5717.     (feet)  VERTCON   
 JK1331  ___________________________________________________________________
 JK1331  X           -  -1,274,541.751 (meters)                     COMP
 JK1331  Y           -  -4,838,906.879 (meters)                     COMP
 JK1331  Z           -   3,944,404.578 (meters)                     COMP
 JK1331  LAPLACE CORR-          -8.63  (seconds)                    DEFLEC99
 JK1331  ELLIP HEIGHT-        1724.34  (meters)          (12/03/02) GPS OBS
 JK1331  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 JK1331
 JK1331  HORZ ORDER  -  FIRST
 JK1331  ELLP ORDER  -  FOURTH    CLASS II
 JK1331
 JK1331.The horizontal coordinates were established by GPS observations
 JK1331.and adjusted by the National Geodetic Survey in December 2002..
 JK1331
 JK1331.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1331
 JK1331.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1331
 JK1331.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1331
 JK1331.The ellipsoidal height was determined by GPS observations
 JK1331.and is referenced to NAD 83.
 JK1331
 JK1331.The geoid height was determined by GEOID03.
 JK1331
 JK1331;                    North         East     Units Scale Factor Converg.
 JK1331;SPC CO S     -   501,261.881   979,339.818   MT  1.00000020   +0 27 22.3
 JK1331;SPC CO S     - 1,644,556.69  3,213,050.72   sFT  1.00000020   +0 27 22.3
 JK1331;UTM  13      - 4,254,048.656   521,274.284   MT  0.99960557   +0 09 05.5
 JK1331
 JK1331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1331!SPC CO S     -   0.99972951  x   1.00000020  =   0.99972971
 JK1331!UTM  13      -   0.99972951  x   0.99960557  =   0.99933519
 JK1331
 JK1331|---------------------------------------------------------------------|
 JK1331| PID    Reference Object                     Distance      Geod. Az  |
 JK1331|                                                           dddmmss.s |
 JK1331| CR8281 HORSE RM 1                           19.714 METERS 07858     |
 JK1331| CR8282 HORSE RM 2                           15.400 METERS 17703     |
 JK1331| JK1332 HORSE AZ MK                         APPROX. 0.5 KM 3201614.2 |
 JK1331|---------------------------------------------------------------------|
 JK1331
 JK1331                          SUPERSEDED SURVEY CONTROL
 JK1331
 JK1331  NAD 83(1992)-  38 26 04.03677(N)    104 45 22.46837(W) AD(       ) 1
 JK1331  NAD 83(1986)-  38 26 04.02427(N)    104 45 22.46312(W) AD(       ) 1
 JK1331  NGVD 29 (07/20/87) 1741.5    (m)         5714.     (f) GPS OBS        
 JK1331
 JK1331.Superseded values are not recommended for survey control.
 JK1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1331.See file dsdata.txt to determine how the superseded data were derived.
 JK1331
 JK1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC2127454049(NAD 83)
 JK1331_MARKER: DH = HORIZONTAL CONTROL DISK
 JK1331_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 JK1331_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 JK1331_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK1331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK1331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1331+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1986
 JK1331
 JK1331  HISTORY     - Date     Condition        Report By
 JK1331  HISTORY     - 1985     MONUMENTED       USA
 JK1331  HISTORY     - 19860625 GOOD
 JK1331
 JK1331                          STATION DESCRIPTION
 JK1331
 JK1331'DESCRIBED BY US ARMY 1985 (LWD)
 JK1331'THE STATION IS LOCATED ABOUT 24.1 KM (15.0 MI)
 JK1331'NORTH-NORTHWEST OF PUEBLO
 JK1331'24.3 KM (15.1 MI) EAST OF PENROSE
 JK1331'28.9 KM (18.0 MI) SOUTH-SOUTHWEST OF FOUNTAIN ON THE SOUTHERN END
 JK1331'OF THE EAST CANYON RIM OF RANGE 145 IN THE SOUTHEASTERN PORTION OF
 JK1331'THE FORT CARSON MILITARY RESERVATION..
 JK1331'OWNERSHIP--U.S.ARMY.  CONTACT DIVISION ARTILLERY SURVEY INFORMATION
 JK1331'CENTER,  HHB 4TH INFANTRY DIVISION ARTILLERY, FORT CARSON, COLORADO
 JK1331'80913-5428.  TELEPHONE   303-579-2131..
 JK1331'
 JK1331'TO REACH THE STATION FROM THE INTERSECTION OF ROUTES 1 AND 14 ON
 JK1331'FORT CARSON MILITARY RESERVATION.  GO EAST ON ROUTE 1 FOR 0.88 KM
 JK1331'(0.55 MI) TO A TRACK ROAD LEFT.  TURN LEFT, NORTH, FOR 0.2 KM (0.15
 JK1331'MI) ON TRACK ROAD TO THE INTERSECTION OF AN EAST/WEST TANK TRAIL,
 JK1331'CONTINUE AHEAD ON TRACK ROAD FOR 0.8 KM (0.5 MI) TO A SHARPE RIGHT
 JK1331'BEND IN THE ROAD AND THE STATION ON THE LEFT.
 JK1331'
 JK1331'THE STATION IS A STANDARD NGS DISK
 JK1331'STAMPED---FC-HORSE GPS 1985---,
 JK1331'SET INTO THE TOP OF AN IRREGULAR MASS OF CONCRETE
 JK1331'44.5 CM (17.5 IN) BY 31.8 CM (12.5 IN)
 JK1331'RECESSED 2.5 CM BELOW GROUND.  LOCATED
 JK1331'2.3 METERS (7.7 FT) WEST FROM A SMALL CEDAR BUSH
 JK1331'2.7 METERS (9.0 FT) EAST-NORTHEAST FROM A STEEL WITNESS POST
 JK1331'9.1 METERS (30.0 FT) SOUTHEAST FROM THE WEST CANYON RIM
 JK1331'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 JK1331'STAMPED---FC-HORSE GPS 1985---,
 JK1331'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 JK1331'
 JK1331'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 JK1331'STAMPED---FC-HORSE GPS NO 1 1985---,
 JK1331'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JK1331'32 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 JK1331'1.7 METERS (5.7 FT) WEST-SOUTHWEST FROM A STEEL WITNESS POST
 JK1331'2.1 METERS (6.8 FT) SOUTH FROM A SMALL CEDAR BUSH
 JK1331'MARK IS 2.0 METERS BELOW THE STATION.
 JK1331'
 JK1331'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 JK1331'STAMPED---FC-HORSE GPS NO 2 1985---,
 JK1331'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JK1331'32 CM IN DIAMETER RECESSED 10 CM BELOW GROUND.  LOCATED
 JK1331'2.7 METERS (9.0 FT) NORTH FROM A STEEL WITNESS POST
 JK1331'6.9 METERS (22.8 FT) SOUTHEAST FROM A CEDAR BUSH
 JK1331'17.7 METERS (58.0 FT) NORTHWEST FROM THE CENTERLINE OF A TRACK ROAD
 JK1331'MARK IS 1.5 METERS BELOW THE STATION.
 JK1331'
 JK1331'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 JK1331'STAMPED---FC-HORSE GPS 1985---,
 JK1331'SET INTO THE TOP OF A ROUND CONCRETE BASE OF A FLAG POLE
 JK1331'33 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 JK1331'0.3 METERS (0.9 FT) SOUTHEAST FROM A BENCH MARK STAMPED---TBM CORP OF
 JK1331'ENGINEERS---
 JK1331'0.4 METERS (1.4 FT) NORTHEAST FROM THE BASE OF FLAG POLE
 JK1331'5.2 METERS (17.1 FT) EAST FROM THE EAST EDGE OF THE RANGE BUILDING
 JK1331'8.2 METERS (27.0 FT) SOUTH FROM THE NORTH EDGE OF CANYON RIM
 JK1331'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF ROUTE 1 AND 14
 JK1331'ON THE SOUTH END OF FORT CARSON MILITARY RESERVATION GO NORTH ON
 JK1331'ROUTE 1 FOR 0.5 KM (0.3 MI) TO THE ENTRANCE TO RANGE 145 RIGHT.
 JK1331'TURN RIGHT, EAST, FOR 0.08 KM (0.05 MI) TO A FORK IN ROAD,  TAKE
 JK1331'RIGHT FORK UP TO THE TOP OF HILL FOR 0.7 KM (0.45 MI) AND THE
 JK1331'AZIMUTH MARK AT THE BASE OF THE FLAG POLE JUST EAST OF THE RANGE
 JK1331'CONTROL BUILDING..
 JK1331'
 JK1331'DESCRIBED BY LWD.
 JK1331
 JK1331                          STATION RECOVERY (1986)
 JK1331
 JK1331'RECOVERED 1986
 JK1331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0802 ***********************************************************************
 KL0802  DESIGNATION -  HORSE MTN
 KL0802  PID         -  KL0802
 KL0802  STATE/COUNTY-  CO/GARFIELD
 KL0802  USGS QUAD   -  STORM KING MOUNTAIN (1987)
 KL0802
 KL0802                         *CURRENT SURVEY CONTROL
 KL0802  ___________________________________________________________________
 KL0802* NAD 83(1992)-  39 32 25.86626(N)    107 26 30.38553(W)     ADJUSTED  
 KL0802* NAVD 88     -      2522.9    (meters)    8277.     (feet)  VERTCON   
 KL0802  ___________________________________________________________________
 KL0802  LAPLACE CORR-           8.48  (seconds)                    DEFLEC99
 KL0802  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 KL0802
 KL0802  HORZ ORDER  -  THIRD
 KL0802
 KL0802.The horizontal coordinates were established by classical geodetic methods
 KL0802.and adjusted by the National Geodetic Survey in January 1993..
 KL0802
 KL0802.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0802
 KL0802.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0802
 KL0802.The geoid height was determined by GEOID03.
 KL0802
 KL0802;                    North         East     Units Scale Factor Converg.
 KL0802;SPC CO C     -   496,097.927   747,498.752   MT  0.99996527   -1 13 28.8
 KL0802;SPC CO C     - 1,627,614.62  2,452,418.82   sFT  0.99996527   -1 13 28.8
 KL0802;UTM  13      - 4,379,608.701   290,168.482   MT  1.00014212   -1 33 18.2
 KL0802
 KL0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0802!SPC CO C     -   0.99960669  x   0.99996527  =   0.99957197
 KL0802!UTM  13      -   0.99960669  x   1.00014212  =   0.99974875
 KL0802
 KL0802                          SUPERSEDED SURVEY CONTROL
 KL0802
 KL0802  NAD 83(1986)-  39 32 25.86211(N)    107 26 30.38266(W) AD(       ) 3
 KL0802  NGVD 29 (11/04/91) 2521.6    (m)         8273.     (f) VERT ANG       
 KL0802
 KL0802.Superseded values are not recommended for survey control.
 KL0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0802.See file dsdata.txt to determine how the superseded data were derived.
 KL0802
 KL0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD9016879609(NAD 83)
 KL0802_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KL0802_SETTING: 80 = SET IN A BOULDER
 KL0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0802+STABILITY: SURFACE MOTION
 KL0802
 KL0802  HISTORY     - Date     Condition        Report By
 KL0802  HISTORY     - UNK      MONUMENTED       USFS
 KL0802  HISTORY     - 1959     POOR             USGS
 KL0802
 KL0802                          STATION DESCRIPTION
 KL0802
 KL0802'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 KL0802'THE USFS HISTORY FOR THIS STATION IS NOT KNOWN.
 KL0802'
 KL0802'STATION LOCATED ABOUT 6.5 MI. DUE W. OF GLENWOOD SPRINGS, COLORADO,
 KL0802'ON HIGH POINT OF PROMINENT MOUNTAIN THAT IS THE E. END OF COAL RIDGE.
 KL0802'THIS MOUNTAIN IS ALSO KNOWN AS --BALDY MTN.--.
 KL0802'
 KL0802'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 6-24 AND COLORADO 82
 KL0802'IN NORTH GLENWOOD SPRINGS, COLORADO, PROCEED W. ON HIGHWAYS 6-24 5.2
 KL0802'MI. TO GRADED RD. LEFT, TURN LEFT AND PROCEED 0.05 MI. ACROSS
 KL0802'RAILROAD TRACKS, PROCEED .05 MI. ACROSS BRIDGE OVER COLORADO RIVER
 KL0802'TO A FORK, TAKE RIGHT FORK AND PROCEED S. 0.1 MI. TO A 3-WAY FORK,
 KL0802'TAKE CENTER FORK, FOLLOWING SIGN TO --CITY DUMP-- 0.2 MI. TO DUMP
 KL0802'AREA, PASS DUMP ON RIGHT AND PROCEED 0.1 MI. UP HILL TO FORK, TAKE
 KL0802'LEFT FORK AND FOLLOW MAIN TRAVELED RD. 0.3 MI. TO FORK, TAKE LEFT
 KL0802'FORK AND FOLLOW MAIN TRAVELED RD. 0.9 MI. TO A POINT IN BASIN WHERE
 KL0802'RD. TURNS S., AND ABOUT 0.2 MI. N. OF AN ABANDONED COAL MINE.  THIS
 KL0802'IS END OF TRUCK TRAVEL.  PACK WESTERLY UP RIDGE TO A SADDLE AND THEN
 KL0802'SOUTHERLY TO HIGH POINT AND STATION.  ABOUT A 3-HOUR PACK.
 KL0802'
 KL0802'STATION MARK--STEM OF FOREST SERVICE DISK SET IN LARGE BOULDER.  THE
 KL0802'DISK HAD BEEN BROKEN OFF AND WAS FOUND NEAR STATION.  IT IS NOW PLACED
 KL0802'IN ROCK CAIRN SURROUNDING STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0404 ***********************************************************************
 JM0404  DESIGNATION -  HORSE PARK
 JM0404  PID         -  JM0404
 JM0404  STATE/COUNTY-  CO/SAN MIGUEL
 JM0404  USGS QUAD   -  BASIN (1994)
 JM0404
 JM0404                         *CURRENT SURVEY CONTROL
 JM0404  ___________________________________________________________________
 JM0404* NAD 83(1992)-  38 00 29.33223(N)    108 34 10.52594(W)     ADJUSTED  
 JM0404* NAVD 88     -      2404.1    (meters)    7887.     (feet)  VERTCON   
 JM0404  ___________________________________________________________________
 JM0404  LAPLACE CORR-           5.96  (seconds)                    DEFLEC99
 JM0404  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 JM0404
 JM0404  HORZ ORDER  -  THIRD
 JM0404
 JM0404.The horizontal coordinates were established by classical geodetic methods
 JM0404.and adjusted by the National Geodetic Survey in November 1997..
 JM0404
 JM0404.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0404
 JM0404.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0404
 JM0404.The geoid height was determined by GEOID03.
 JM0404
 JM0404;                    North         East     Units Scale Factor Converg.
 JM0404;SPC CO S     -   458,113.103   644,883.964   MT  0.99994999   -1 52 58.1
 JM0404;SPC CO S     - 1,502,992.74  2,115,756.81   sFT  0.99994999   -1 52 58.1
 JM0404;UTM  12      - 4,209,506.699   713,375.461   MT  1.00016078   +1 29 49.7
 JM0404
 JM0404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0404!SPC CO S     -   0.99962581  x   0.99994999  =   0.99957582
 JM0404!UTM  12      -   0.99962581  x   1.00016078  =   0.99978653
 JM0404
 JM0404|---------------------------------------------------------------------|
 JM0404| PID    Reference Object                     Distance      Geod. Az  |
 JM0404|                                                           dddmmss.s |
 JM0404| CM7456 HORSE PARK RM 1                       8.309 METERS 06913     |
 JM0404| CM7455 HORSE PARK AZ MK                                   1883548.6 |
 JM0404| CM7457 HORSE PARK RM 2                      19.574 METERS 30303     |
 JM0404|---------------------------------------------------------------------|
 JM0404
 JM0404                          SUPERSEDED SURVEY CONTROL
 JM0404
 JM0404  NAD 83(1992)-  38 00 29.32660(N)    108 34 10.52354(W) AD(       ) 3
 JM0404  NAD 83(1986)-  38 00 29.32007(N)    108 34 10.51968(W) AD(       ) 3
 JM0404  NAD 27      -  38 00 29.34300(N)    108 34 08.18700(W) AD(       ) 3
 JM0404  NGVD 29 (07/19/86) 2402.8    (m)         7883.     (f) VERT ANG       
 JM0404
 JM0404.Superseded values are not recommended for survey control.
 JM0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0404.See file dsdata.txt to determine how the superseded data were derived.
 JM0404
 JM0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH1337509507(NAD 83)
 JM0404_MARKER: DS = TRIANGULATION STATION DISK
 JM0404_SETTING: 80 = SET IN A BOULDER
 JM0404_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JM0404
 JM0404  HISTORY     - Date     Condition        Report By
 JM0404  HISTORY     - 1937     MONUMENTED       CGS
 JM0404  HISTORY     - 1947     GOOD             USGS
 JM0404
 JM0404                          STATION DESCRIPTION
 JM0404
 JM0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 JM0404'STATION IS LOCATED ABOUT 17.0 MILES AIR LINE AND 22.0 MILES
 JM0404'BY ROAD S OF NATURITA, COLORADO, NEAR THE NORTHERN END OF A
 JM0404'PINE COVERED MESA ON THE S SIDE OF DRY CREEK BASIN.  THE MESA
 JM0404'HAS STEEP BLUFFS ON THE N AND E SIDES AND IS CONNECTED WITH
 JM0404'A SIMILAR MESA TO THE E BY A LOW SADDLE.  STATION IS LOCATED
 JM0404'ABOUT 0.4 MILE S OF N BLUFF AND ABOUT 80 YARDS W OF E BLUFF,
 JM0404'ON HIGHEST POINT OF RIDGE.
 JM0404'
 JM0404'STATION, AZIMUTH, AND REFERENCE MARK NO. 2 ARE STANDARD BRONZE
 JM0404'DISKS WEDGED IN DRILL HOLES IN BOULDERS.
 JM0404'
 JM0404'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK WEDGED IN A
 JM0404'DRILL HOLE IN OUTCROPPING BEDROCK.
 JM0404'
 JM0404'THE STATION IS SET IN BOULDER PROJECTING ABOUT 6 INCHES,
 JM0404'SURROUNDED BY PINON TREES, ABOUT 80 YARDS FROM E RIM AND ABOUT
 JM0404'1/4 MILE FROM N RIM ON HIGHEST POINT OF RIDGE.
 JM0404'
 JM0404'REFERENCE MARK NO. 1 IS 27.26 FEET ENE OF STATION, SET IN
 JM0404'ROCK OUTCROP ABOUT 2-1/2 FEET BELOW STATION, PROJECTING 6
 JM0404'INCHES ABOVE GROUND.
 JM0404'
 JM0404'REFERENCE MARK NO. 2, IS 64.22 FEET NW OF STATION, SET IN TOP
 JM0404'OF A BURIED BOULDER PROJECTING 5 INCHES ABOVE GROUND AND
 JM0404'3-1/2 FEET BELOW STATION.
 JM0404'
 JM0404'AZIMUTH MARK IS ABOUT 240 YARDS S OF STATION AND IS SET IN
 JM0404'TOP OF A BURIED BOULDER.  LINE HAS BEEN CLEARED TO AZIMUTH MARK.
 JM0404'
 JM0404'TO REACH STATION FROM NORWOOD, COLORADO, GO W FROM NORWOOD
 JM0404'POST OFFICE 16.2 MILES ON STATE HIGHWAY 145, THENCE S ON
 JM0404'STATE HIGHWAY 80 FOR 13.5 MILES TO JUNCTION WITH STATE HIGHWAY
 JM0404'90, THENCE RIGHT, W ON STATE HIGHWAY 90, FOR 0.8 MILE TO WOODEN
 JM0404'BRIDGE WITH WOOD TRUSS (MIDDLE OF THREE SMALL BRIDGES), CONTINUE
 JM0404'100 FEET, TAKE DIRT ROAD ON LEFT, S FOR 0.6 MILE TO GATE, PASS
 JM0404'THRU GATE, TAKE LEFT FORK, S ALONG TELEPHONE LINE FOR 0.4
 JM0404'MILE.  PHONE LINE TURNS W, CONTINUE STRAIGHT AHEAD, S, 2.0
 JM0404'MILES TO GATE, CONTINUE S PASSING TWO DIM FORKS TO LEFT FOR
 JM0404'1.0 MILE, GO THRU GATE, HOUSE ON LEFT.  HEAD S ON DIM ROAD
 JM0404'BETWEEN TWO MESAS FOR 0.75 MILE THEN GO RIGHT, W 0.3 MILE
 JM0404'TO EDGE OF BLUFF AND END OF TRUCK TRAVEL.  CLIMB STEEP
 JM0404'BLUFF TO W.  FOLLOW E RIM TO THE N ABOUT 1/2 MILE TO
 JM0404'STATION.
 JM0404
 JM0404                          STATION RECOVERY (1947)
 JM0404
 JM0404'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947 (LMS)
 JM0404'FOUND AS DESCRIBED.
 JM0404'
 JM0404'STATION MARK--STANDARD BRONZE DISK, WEDGED IN DRILL HOLE IN
 JM0404'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0830 ***********************************************************************
 JL0830  DESIGNATION -  HORSEFLY PK
 JL0830  PID         -  JL0830
 JL0830  STATE/COUNTY-  CO/OURAY
 JL0830  USGS QUAD   -  HORSEFLY PEAK (1982)
 JL0830
 JL0830                         *CURRENT SURVEY CONTROL
 JL0830  ___________________________________________________________________
 JL0830* NAD 83(1992)-  38 11 36.98989(N)    107 55 54.09552(W)     ADJUSTED  
 JL0830* NAVD 88     -      3155.7    (meters)   10353.     (feet)  VERTCON   
 JL0830  ___________________________________________________________________
 JL0830  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 JL0830  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 JL0830
 JL0830  HORZ ORDER  -  FIRST
 JL0830
 JL0830.The horizontal coordinates were established by classical geodetic methods
 JL0830.and adjusted by the National Geodetic Survey in January 1993..
 JL0830
 JL0830.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0830
 JL0830.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0830
 JL0830.The geoid height was determined by GEOID03.
 JL0830
 JL0830;                    North         East     Units Scale Factor Converg.
 JL0830;SPC CO S     -   477,041.700   701,414.476   MT  0.99996503   -1 29 29.6
 JL0830;SPC CO S     - 1,565,094.31  2,301,223.99   sFT  0.99996503   -1 29 29.6
 JL0830;UTM  13      - 4,231,360.044   243,256.725   MT  1.00041190   -1 48 49.4
 JL0830;UTM  12      - 4,231,747.823   768,709.876   MT  1.00048936   +1 53 54.0
 JL0830
 JL0830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0830!SPC CO S     -   0.99950763  x   0.99996503  =   0.99947267
 JL0830!UTM  13      -   0.99950763  x   1.00041190  =   0.99991932
 JL0830!UTM  12      -   0.99950763  x   1.00048936  =   0.99999675
 JL0830
 JL0830:                Primary Azimuth Mark                     Grid Az
 JL0830:SPC CO S     -  AIRPORT BCN MONTROSE MUN APT             007 55 08.1
 JL0830:UTM  13      -  AIRPORT BCN MONTROSE MUN APT             008 14 27.9
 JL0830:UTM  12      -  AIRPORT BCN MONTROSE MUN APT             004 31 44.5
 JL0830
 JL0830|---------------------------------------------------------------------|
 JL0830| PID    Reference Object                     Distance      Geod. Az  |
 JL0830|                                                           dddmmss.s |
 JL0830| JL0839 AIRPORT BCN MONTROSE MUN APT        APPROX.33.2 KM 0062538.5 |
 JL0830| JL0840 MONTROSE RAD STA KUBC CEN MST       APPROX.26.2 KM 0091358.5 |
 JL0830| JL0860 MONTROSE TV STATION KFXJ MAST       APPROX.36.5 KM 0104158.8 |
 JL0830| JL0832 MONTROSE RADIO STA KUBC S MAST      APPROX.33.9 KM 0112358.0 |
 JL0830| CM7460 HORSEFLY PK RM 2                      7.475 METERS 14055     |
 JL0830| CM7458 HORSEFLY PK AZ MK                                  3435410.6 |
 JL0830| CM7459 HORSEFLY PK RM 1                      8.138 METERS 35719     |
 JL0830|---------------------------------------------------------------------|
 JL0830
 JL0830                          SUPERSEDED SURVEY CONTROL
 JL0830
 JL0830  NAD 83(1986)-  38 11 36.98063(N)    107 55 54.08136(W) AD(       ) 1
 JL0830  NAD 27      -  38 11 37.01940(N)    107 55 51.85020(W) AD(       ) 1
 JL0830  NGVD 29 (07/19/86) 3154.1    (m)        10348.     (f) VERT ANG       
 JL0830
 JL0830.Superseded values are not recommended for survey control.
 JL0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0830.See file dsdata.txt to determine how the superseded data were derived.
 JL0830
 JL0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC4325731360(NAD 83)
 JL0830_MARKER: DB = BENCH MARK DISK
 JL0830_SETTING: 66 = SET IN ROCK OUTCROP
 JL0830
 JL0830  HISTORY     - Date     Condition        Report By
 JL0830  HISTORY     - 1958     MONUMENTED       USGS
 JL0830  HISTORY     - 1969     GOOD             USFS
 JL0830  HISTORY     - 1981     GOOD             BLM
 JL0830
 JL0830                          STATION DESCRIPTION
 JL0830
 JL0830'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (OSR)
 JL0830'THE STATION IS ON THE HIGHEST POINT OF A HILL LOCALLY KNOWN
 JL0830'AS HORSEFLY PEAK.  IT IS THE CENTER AND HIGHEST ONE OF THREE PEAKS
 JL0830'ON A NORTH-SOUTH RIDGE.  IT IS ABOUT 11 MILES SOUTHWEST OF COLONA,
 JL0830'10 MILES WEST OF RIDGEWAY AND 7 MILES NORTH OF DALLAS DIVIDE.
 JL0830'
 JL0830'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 550
 JL0830'AND STATE HIGHWAY 62 ABOUT 1/2 MILE EAST OF RIDGEWAY, GO WEST ON
 JL0830'HIGHWAY 62 FOR 11.7 MILES TO THE SUMMIT OF DALLAS DIVIDE,
 JL0830'CONTINUE WEST FOR 3.2 MILES TO A GRADED SIDE ROAD ON THE RIGHT,
 JL0830'TURN RIGHT ON THE SIDE ROAD AND GO NORTH FOR 4.2 MILES TO A
 JL0830'SIDE ROAD ON THE LEFT, CONTINUE NORTH FOR 3.5 MILES TOA FORK,
 JL0830'TAKE THE RIGHT ROAD AND GO 2.8 MILES TO A FORK, TAKE THE
 JL0830'RIGHT ROAD AND GO 1.5 MILES TO A FORK, TAKE THE RIGHT ROAD AND
 JL0830'GO EAST FOR 0.6 MILE TO A SIDE ROAD AND SIGN GOVERNMENT SPRINGS
 JL0830'ROAD ON THE RIGHT, TURN RIGHT ON THE SIDE ROAD AND GO
 JL0830'SOUTHERLY FOR 0.6 MILE TO A CROSSROADS, TURN RIGHT AND GO
 JL0830'WESTERLY FOR 0.7 MILE TO A GATE, PASS THROUGH GATE AND
 JL0830'CONTINUE FOR 1.1 MILES TO A GATE AND OLD CORRALS ON THE
 JL0830'LEFT, CONTINUE WEST, NORTH AND SOUTH AROUND NORTH END OF
 JL0830'RIDGE (FOLLOWING MAIN TRACK ROAD) FOR 1.65 MILES, LEAVE
 JL0830'TRACK ROAD AND GO SOUTHEAST ALONG THE EAST SIDE OF A WASH
 JL0830'FOR 0.1 MILE TO CREST OF RIDGE, BEAR RIGHT AND GO WEST ALONG
 JL0830'CREST OF RIDGE FOR 1.1 MILES TO A FENCE, TURN RIGHT
 JL0830'AND FOLLOW FENCE NORTH FOR 0.1 MILE TO A GATE, TURN
 JL0830'LEFT THROUGH THE GATE AND IMMEDIATELY TURN RIGHT AND FOLLOW
 JL0830'ALONG WEST SIDE OF FENCE FOR 0.1 MILE, BEAR LEFT AND GO
 JL0830'NORTHWEST FOR 0.45 MILE TO NORTH END OF RIDGE, CONTINUE
 JL0830'NORTHWEST ALONG WEST SIDE OF RIDGE FOR 0.25 MILE, BEAR RIGHT
 JL0830'AND PICK BEST WAY TO TOP OF RIDGE, FOLLOW CREST OF RIDGE
 JL0830'SOUTHERLY FOR 0.4 MILE TO A GATE, CONTINUE SOUTH ON TOP OF
 JL0830'RIDGE FOR 0.3 MILE TO LARGE BOULDER AND AZIMUTH MARK ON
 JL0830'THE RIGHT, FROM THIS POINT PACK SOUTH ALONG TOP OF RIDGE
 JL0830'FOR 0.2 MILE TO TOP OF HIGHEST POINT AND THE STATION.
 JL0830'
 JL0830'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 JL0830'MARK DISK, UNSTAMPED, CEMENTED IN A DRILL HOLE IN OUTCROPPING
 JL0830'BEDROCK PROJECTING 1 INCH.
 JL0830'
 JL0830'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HORSEFLY PK (USGS)
 JL0830'NO 1 1958, CEMENTED IN DRILL HOLE IN TOP OF 2 X 4 FOOT BOULDER
 JL0830'PROJECTING 1 FOOT.
 JL0830'
 JL0830'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HORSEFLY PK (USGS)
 JL0830'NO 2 1958, CEMENTED IN DRILL HOLE IN TOP OF 3 X 3 FOOT BOULDER
 JL0830'PROJECTING 1 FOOT.
 JL0830'
 JL0830'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HORSEFLY PK (USGS)
 JL0830'1958, CEMENTED IN DRILL HOLE IN TOP OF 6 X 8 FOOT BOULDER
 JL0830'PROJECTING 5 FEET.
 JL0830
 JL0830                          STATION RECOVERY (1969)
 JL0830
 JL0830'RECOVERY NOTE BY US FOREST SERVICE 1969
 JL0830'RECOVERED AND DESCRIBED AS FOLLOWS
 JL0830'
 JL0830'LOCATED ABOUT 12.5 MI. W. AND 12.0 MI. N. OF OURAY, COLORADO, AT
 JL0830'HIGHEST POINT ON HORSEFLY PEAK.
 JL0830'
 JL0830'TO REACH FROM RIDGWAY, GO N. FROM JUNCTION OF COLORADO HIGHWAY 62 AND
 JL0830'U.S. HIGHWAY 550 FOR 13 MI. TO COLONA.  FROM COLONA SCHOOLHOUSE,
 JL0830'PROCEED W. ON DIRT RD. FOR 0.8 MI. TO RD. FORK.  GO LEFT 3.2 MI. TO
 JL0830'T-RD.  GO STRAIGHT AHEAD FOR 2.2 MI. TO T-RD.  GO STRAIGHT AHEAD
 JL0830'1.7 MI. TO RD. FORK.  TAKE RIGHT FORK FOR 0.9 MI. TO T-RD.  GO
 JL0830'STRAIGHT AHEAD FOR 2.0 MI. TO RD. FORK.  GO RIGHT 0.5 MI. TO RD.
 JL0830'FORK.  GO 0.5 MI. AND PASS THRU GATE.  GO 1.0 MI. TO ANOTHER GATE,
 JL0830'PASS THRU GATE AND GO 0.9 MI. TO GATE.  PASS THRU GATE AND GO 0.9 MI.
 JL0830'TO BRANCH RD., JUST BEFORE ABANDONED RANCH, TAKE RIGHT FORK AND CROSS
 JL0830'SMALL DRAIN.  IMMEDIATELY GO LEFT, FOLLOWING TRACK RD. UP E-W. RIDGE
 JL0830'ON S. SIDE OF INTERSECTION OF RIDGES AND GATE, 1.4 MI. FROM ABANDONED
 JL0830'RANCH.  GATE IS THE END OF TRUCK TRAVEL.  STATION IS A 10 MINUTE WALK.
 JL0830'PROCEED S. ON RIDGE TO HIGHEST POINT AND STATION.
 JL0830'
 JL0830'STATION MARK--STANDARD USGS TABLET, CEMENTED IN BEDROCK, NOT STAMPED.
 JL0830'
 JL0830'REFERENCE MARKS--NONE.
 JL0830
 JL0830                          STATION RECOVERY (1981)
 JL0830
 JL0830'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1981 (JF)
 JL0830'UNSTAMPED RECOVERED GOOD.
 JL0830'
 JL0830'REF. MARK 1 RECOVERED - OK.
 JL0830'
 JL0830'REF. MARK 2 RECOVERED - OK.
 JL0830'
 JL0830'AZIMUTH MARK RECOVERED - OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1300 ***********************************************************************
 JK1300  DESIGNATION -  HORSESHOE
 JK1300  PID         -  JK1300
 JK1300  STATE/COUNTY-  CO/CUSTER
 JK1300  USGS QUAD   -  RITO ALTO PEAK (1980)
 JK1300
 JK1300                         *CURRENT SURVEY CONTROL
 JK1300  ___________________________________________________________________
 JK1300* NAD 83(1992)-  38 06 10.16954(N)    105 39 41.10439(W)     ADJUSTED  
 JK1300* NAVD 88     -      4207.3    (meters)   13803.     (feet)  VERTCON   
 JK1300  ___________________________________________________________________
 JK1300  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 JK1300  GEOID HEIGHT-         -14.73  (meters)                     GEOID03
 JK1300
 JK1300  HORZ ORDER  -  THIRD
 JK1300
 JK1300.The horizontal coordinates were established by classical geodetic methods
 JK1300.and adjusted by the National Geodetic Survey in January 1993..
 JK1300
 JK1300.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1300
 JK1300.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1300
 JK1300.The geoid height was determined by GEOID03.
 JK1300
 JK1300;                    North         East     Units Scale Factor Converg.
 JK1300;SPC CO S     -   464,204.991   900,244.543   MT  0.99995636   -0 05 56.4
 JK1300;SPC CO S     - 1,522,979.21  2,953,552.30   sFT  0.99995636   -0 05 56.4
 JK1300;UTM  13      - 4,217,430.303   442,010.143   MT  0.99964142   -0 24 29.4
 JK1300
 JK1300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1300!SPC CO S     -   0.99934257  x   0.99995636  =   0.99929895
 JK1300!UTM  13      -   0.99934257  x   0.99964142  =   0.99898422
 JK1300
 JK1300:                Primary Azimuth Mark                     Grid Az
 JK1300:SPC CO S     -  DRY                                      154 55 20.4
 JK1300:UTM  13      -  DRY                                      155 13 53.4
 JK1300
 JK1300|---------------------------------------------------------------------|
 JK1300| PID    Reference Object                     Distance      Geod. Az  |
 JK1300|                                                           dddmmss.s |
 JK1300| JK1299 DRY                                 APPROX.11.7 KM 1544924.0 |
 JK1300|---------------------------------------------------------------------|
 JK1300
 JK1300                          SUPERSEDED SURVEY CONTROL
 JK1300
 JK1300  NAD 83(1986)-  38 06 10.15776(N)    105 39 41.10679(W) AD(       ) 3
 JK1300  NAD 27      -  38 06 10.14934(N)    105 39 39.03160(W) AD(       ) 3
 JK1300  NGVD 29 (07/19/86) 4205.5    (m)        13798.     (f) VERT ANG       
 JK1300
 JK1300.Superseded values are not recommended for survey control.
 JK1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1300.See file dsdata.txt to determine how the superseded data were derived.
 JK1300
 JK1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC4201017430(NAD 83)
 JK1300_MARKER: DD = SURVEY DISK
 JK1300_SETTING: 66 = SET IN ROCK OUTCROP
 JK1300_SP_SET: SET IN ROCK OUTCROP
 JK1300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK1300+STABILITY: POSITION/ELEVATION WELL
 JK1300
 JK1300  HISTORY     - Date     Condition        Report By
 JK1300  HISTORY     - 1956     MONUMENTED       USGS
 JK1300
 JK1300                          STATION DESCRIPTION
 JK1300
 JK1300'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 JK1300'STATION IS LOCATED ABOUT 11 MI. W. AND 1 MI. S. OF WESTCLIFFE,
 JK1300'COLORADO, ON TOP OF THE HOGBACK OF THE SANGRE DE CRISTO RANGE.
 JK1300'
 JK1300'TO REACH STATION FROM THE POST OFFICE IN WESTCLIFFE, PROCEED S. FOR
 JK1300'0.4 MI. TO RD. JUNCTION, TURN RIGHT AND GO W. ALONG HERMIT ROAD 9.7
 JK1300'MI. TO ABANDONED MINE BUILDINGS AND END OF TRUCK TRAVEL.  TAKE TRAIL
 JK1300'TO RITO ALTO LAKE VIA HERMIT LAKE TO TOP OF DIVIDE, FROM THIS POINT
 JK1300'STATION IS ON TOP OF HILL TO NW.  LEAVE TRAIL AND PACK NW. UP RIDGE
 JK1300'TO TOP AND STATION MARK, ABOUT 4 HOURS UP AND 2 HOURS DOWN.
 JK1300'
 JK1300'STATION MARK--STANDARD REFERENCE MARK TABLET, STAMPED ---HORSESHOE
 JK1300'1956---, CEMENTED IN ROCK.
 JK1300'
 JK1300'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1298 ***********************************************************************
 LL1298  CBN         -  This is a Cooperative Base Network Control Station.
 LL1298  DESIGNATION -  HORSETOOTH
 LL1298  PID         -  LL1298
 LL1298  STATE/COUNTY-  CO/LARIMER
 LL1298  USGS QUAD   -  HORSETOOTH RESERVOIR (1962)
 LL1298
 LL1298                         *CURRENT SURVEY CONTROL
 LL1298  ___________________________________________________________________
 LL1298* NAD 83(1992)-  40 32 22.41280(N)    105 11 48.32148(W)     ADJUSTED  
 LL1298* NAVD 88     -      2212.4    (meters)    7259.     (feet)  GPS OBS   
 LL1298  ___________________________________________________________________
 LL1298  X           -  -1,272,833.808 (meters)                     COMP
 LL1298  Y           -  -4,685,855.262 (meters)                     COMP
 LL1298  Z           -   4,125,127.421 (meters)                     COMP
 LL1298  LAPLACE CORR-         -19.78  (seconds)                    DEFLEC99
 LL1298  ELLIP HEIGHT-        2197.30  (meters)          (10/21/02) GPS OBS
 LL1298  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 LL1298
 LL1298  HORZ ORDER  -  B
 LL1298  ELLP ORDER  -  FOURTH    CLASS II
 LL1298
 LL1298.The horizontal coordinates were established by GPS observations
 LL1298.and adjusted by the National Geodetic Survey in May 1992..
 LL1298
 LL1298.The orthometric height was determined by GPS observations and a
 LL1298.high-resolution geoid model.
 LL1298
 LL1298.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1298
 LL1298.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1298
 LL1298.The ellipsoidal height was determined by GPS observations
 LL1298.and is referenced to NAD 83.
 LL1298
 LL1298.The geoid height was determined by GEOID03.
 LL1298
 LL1298;                    North         East     Units Scale Factor Converg.
 LL1298;SPC CO N     -   438,774.583   940,091.209   MT  0.99996952   +0 11 45.4
 LL1298;SPC CO N     - 1,439,546.28  3,084,282.57   sFT  0.99996952   +0 11 45.4
 LL1298;UTM  13      - 4,487,664.397   483,337.900   MT  0.99960342   -0 07 40.4
 LL1298
 LL1298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1298!SPC CO N     -   0.99965543  x   0.99996952  =   0.99962496
 LL1298!UTM  13      -   0.99965543  x   0.99960342  =   0.99925899
 LL1298
 LL1298:                Primary Azimuth Mark                     Grid Az
 LL1298:SPC CO N     -  NUNN SCHOOLHOUSE BELFRY                  061 39 40.4
 LL1298:UTM  13      -  NUNN SCHOOLHOUSE BELFRY                  061 59 06.2
 LL1298
 LL1298|---------------------------------------------------------------------|
 LL1298| PID    Reference Object                     Distance      Geod. Az  |
 LL1298|                                                           dddmmss.s |
 LL1298| LL1262 NUNN SCHOOLHOUSE BELFRY             APPROX.39.4 KM 0615125.8 |
 LL1298| LL1261 EATON SUGAR FACTORY CHIMNEY         APPROX.41.5 KM 0915240.8 |
 LL1298| LL1259 VOR GILL RADIO GLL                  APPROX.54.7 KM 0935647.0 |
 LL1298| LL1221 GREELY TALL TANK                    APPROX.46.1 KM 1064557.5 |
 LL1298| LL1224 GREELEY SUGAR FACTORY CHIMNEY       APPROX.46.1 KM 1064846.6 |
 LL1298| LL1220 LA SALLE TANK NEAR COAL CHUTE       APPROX.46.9 KM 1170639.5 |
 LL1298| LL0406 HORSETOOTH AZ MK                                   1313816.8 |
 LL1298| LL1312 LOVELAND TALL WHITE CHIMNEY         APPROX.19.1 KM 1424032.5 |
 LL1298| LL1313 LOVELAND TALL RED BRICK CHIM        APPROX.19.1 KM 1424642.0 |
 LL1298| CP8256 HORSETOOTH RM 2                       4.227 METERS 20039     |
 LL1298| CP8255 HORSETOOTH RM                         4.761 METERS 35124     |
 LL1298|---------------------------------------------------------------------|
 LL1298
 LL1298                          SUPERSEDED SURVEY CONTROL
 LL1298
 LL1298  ELLIP H (05/26/92) 2197.33   (m)                       GP(       ) 4 1
 LL1298  NAD 83(1986)-  40 32 22.39825(N)    105 11 48.32109(W) AD(       ) 1
 LL1298  NAD 27      -  40 32 22.46000(N)    105 11 46.38200(W) AD(       ) 1
 LL1298  NGVD 29 (07/19/86) 2211.0    (m)         7254.     (f) VERT ANG       
 LL1298
 LL1298.Superseded values are not recommended for survey control.
 LL1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1298.See file dsdata.txt to determine how the superseded data were derived.
 LL1298
 LL1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE8333887664(NAD 83)
 LL1298_MARKER: DD = SURVEY DISK
 LL1298_SETTING: 66 = SET IN ROCK OUTCROP
 LL1298_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LL1298_MARK LOGO: USGS  
 LL1298_MAGNETIC: N = NO MAGNETIC MATERIAL
 LL1298_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL1298+STABILITY: POSITION/ELEVATION WELL
 LL1298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1298+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 LL1298
 LL1298  HISTORY     - Date     Condition        Report By
 LL1298  HISTORY     - UNK      MONUMENTED       USGS
 LL1298  HISTORY     - 1912     GOOD             USGS
 LL1298  HISTORY     - 1935     GOOD             CGS
 LL1298  HISTORY     - 1939     GOOD             CGS
 LL1298  HISTORY     - 1949     GOOD             CGS
 LL1298  HISTORY     - 1960     GOOD             CGS
 LL1298  HISTORY     - 19910515 GOOD             NGS
 LL1298  HISTORY     - 20011116 GOOD             INDIV
 LL1298  HISTORY     - 20050728 GOOD             USPSQD
 LL1298
 LL1298                          STATION DESCRIPTION
 LL1298
 LL1298'DESCRIBED BY US GEOLOGICAL SURVEY 1912 (CVH)
 LL1298'THIS STATION IS IDENTICAL WITH THE UNITED STATES GEOLOGICAL
 LL1298'SURVEY STATION OF THE SAME NAME.  IT IS 8 MILES SOUTHEAST OF
 LL1298'FORT COLLINS ON A HIGH BARE ROCKY POINT OF THE DIVIDE, IMMEDIATELY
 LL1298'EAST OF REDSTONE CREEK, AND 1-1/4 MILES NORTH OF THE POINT
 LL1298'WHERE THE FORT COLLINS-ESTES PARK ROAD CROSSES THE DIVIDE.
 LL1298'DEEP VERTICAL CLEFTS DIVIDE THE PEAK INTO THREE NEARLY EQUAL
 LL1298'PARTS, WHICH HAVE THE APPEARANCE OF GIGANTIC TEETH WHEN VIEWED
 LL1298'FROM THE EASTWARD.  THE STATION IS ON THE HIGHEST AND MOST
 LL1298'SOUTHERN ONE OF THE THREE DIVISIONS OF THE PEAK AND IS MARKED
 LL1298'BY A UNITED STATES GEOLOGICAL SURVEY TRIANGULATION TABLET
 LL1298'SET IN SOLID ROCK.  A REFERENCE MARK,
 LL1298'IS 0.04 METERS BELOW THE STATION AND 4.74 METERS (15.6
 LL1298'FEET), DISTANT N 08 DEG 36 MIN W.
 LL1298
 LL1298                          STATION RECOVERY (1935)
 LL1298
 LL1298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LL1298'STATION IS 8 MILES SOUTHEAST OF FORT COLLINS ON THE HIGHEST AND
 LL1298'MOST SOUTHERN OF THE THREE DIVISIONS OF THE PEAK KNOWN AS
 LL1298'HORSETOOTH MOUNTAIN.  THE STATION MARK CONSISTS OF A STANDARD
 LL1298'U.S.G.S. BENCH MARK SET IN THE SOLID ROCK OF THE PEAK AND HAS
 LL1298'NO NAME OR DATE STAMPED ON IT AND IS SET FLUSH WITH THE ROCK
 LL1298'AND WAS RECOVERED IN GOOD CONDITION.
 LL1298'
 LL1298'STATION IS REACHED FROM CUNNINGHAMS SERVICE STATION, WHICH IS
 LL1298'4 MILES SOUTH OF FORT COLLINS ON U.S. HIGHWAY 285, BY DRIVING
 LL1298'WEST ON A GRADED ROAD 1.8 MILES, THENCE NORTHWEST ON THE SAME
 LL1298'ROAD 0.5 MILE TO A T-INTERSECTION OF ROADS AND A ROAD SIGN
 LL1298'INDICATING ESTES PARK AND FORT COLLINS.  DRIVE WEST ON A GRADED
 LL1298'ROAD THAT GOES UP A CANYON FOR 4.0 MILES TO A FENCE
 LL1298'T-INTERSECTION AND POINT WHERE ROAD TURNS SOUTH.  THIS IS THE END
 LL1298'OF TRUCK TRAVEL.  PACK NORTH UP A MOTORCYCLE TRAIL TO TOP
 LL1298'OF RIDGE AND THEN FOLLOW THE SAME TRAIL NORTHERLY ALONG
 LL1298'RIDGE TO HIGHEST PEAK AND STATION.
 LL1298'
 LL1298'REFERENCE MARK (NOT NUMBERED) IS NORTH OF THE STATION AND
 LL1298'IS ON THE SAME DIVISION OF THE PEAK AS THE STATION MARK.  IT
 LL1298'IS A STANDARD U.S.C. AND G.S. REFERENCE MARK SET IN SOLID
 LL1298'ROCK BUT IS NOT NUMBERED OR LETTERED.  IT WAS RECOVERED IN GOOD
 LL1298'CONDITION.  REFERENCE MARK NO. 2 IS SOUTH OF THE STATION AND
 LL1298'IS ON THE SAME DIVISION OF THE PEAK AS THE STATION MARK.  IT IS
 LL1298'A NEW MARK, SET IN SOLID ROCK, AND IS STAMPED HORSETOOTH 1935
 LL1298'R.M. NO. 2.
 LL1298'
 LL1298'AZIMUTH MARK IS SOUTHEAST OF THE STATION IN THE VALLEY NEAR A
 LL1298'CURVE IN THE ROAD.  IT IS 1 FOOT SOUTH OF AN EAST-WEST FENCE
 LL1298'AND 30 FEET NORTH OF THE CENTER LINE OF THE FORT COLLINS-ESTES
 LL1298'PARK ROAD.  THE MARK PROJECTS
 LL1298'4 INCHES.  IT IS A NEW MARK AND IS STAMPED
 LL1298'HORSETOOTH-AZIMUTH-1935.
 LL1298
 LL1298                          STATION RECOVERY (1939)
 LL1298
 LL1298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FGJ)
 LL1298'THE STATION WAS RECOVERED AS REPORTED BY W.R. PORTER IN 1935.
 LL1298'ERRORS IN THE 1935 RECOVERY NOTE ARE NOTED IN THE NEW DESCRIPTION
 LL1298'WHICH FOLLOWS.  THE STATION IS LOCATED 8 MILES WEST-SOUTHWEST OF
 LL1298'FORT COLLINS INSTEAD OF SOUTHEAST.  IT IS ON THE HIGHEST AND
 LL1298'MOST SOUTHERN OF THE THREE DIVISIONS OF THE PEAK KNOWN AS
 LL1298'HORSETOOTH MOUNTAIN.  THE STATION MARK CONSISTS OF A STANDARD
 LL1298'U.S.G.S. BENCH MARK DISK SET IN SOLID ROCK.  THE DISK HAS
 LL1298'NO NAME OR DATE STAMPED ON IT.
 LL1298'
 LL1298'STATION IS REACHED FROM CUNNINGHAMS SERVICE STATION WHICH IS
 LL1298'ABOUT 4 MILES SOUTH OF FORT COLLINS ON U.S. HIGHWAY 87 (NOT
 LL1298'HIGHWAY NO. 285) BY GOING WEST ON A GRADED ROAD 1.8 MILES.
 LL1298'THENCE NORTHWEST ON THE SAME ROAD 0.5 MILES TO A T-INTERSECTION
 LL1298'OF ROADS AND A SIGN INDICATING ESTES PARK AND FORT COLLINS.
 LL1298'GO WEST ON GRADED ROAD 4.0 MILES TO A FENCE T-INTERSECTION
 LL1298'AND THE POINT WHERE THE ROAD TURNS SOUTH.  THIS IS THE END
 LL1298'OF TRUCK TRAVEL.  PACK NORTH UP A TRAIL TO THE TOP OF A RIDGE
 LL1298'AND THEN FOLLOW THE SAME TRAIL NORTHERLY ALONG THE TOP OF THE
 LL1298'RIDGE, TO THE HIGHEST POINT AND STATION.
 LL1298'
 LL1298'REFERENCE MARK (NOT NUMBERED) IS SET IN THE ROCK TO THE
 LL1298'NORTH-NORTHWEST OF THE STATION.  IT IS A STANDARD U.S.C. AND G.S.
 LL1298'REFERENCE MARK BUT HAS NO NAME OR DATES STAMPED ON IT.  REFERENCE
 LL1298'MARK NO. 2 WAS FOUND DESTROYED.  A NEW DISK WAS SET IN THE SAME
 LL1298'DRILL HOLE AS THE OLD DISK AND WAS TIED IN BY THE OBSERVING
 LL1298'PARTY.  THE NEW DISK IS SOUTH-SOUTHWEST OF THE
 LL1298'STATION.  IT IS STAMPED HORSETOOTH USGS 1912 1939.  THE OLD
 LL1298'DISTANCE OF 4.763 METERS TO REFERENCE MARK (NOT NUMBERED) IS
 LL1298'IN ERROR.  THE NEW DISTANCE OF 4.761 METERS IS CORRECT.
 LL1298'
 LL1298'THE AZIMUTH MARK, IS LOCATED IN THE VALLEY ABOUT
 LL1298'1-1/2 MILES SOUTHEAST OF THE STATION.  IT IS ABOUT 300 YARDS
 LL1298'NORTHWEST OF A RANCH HOUSE, 115 YARDS NORTHWEST OF A 48-INCH
 LL1298'CORRUGATED IRON CULVERT UNDER THE ROAD, 30 FEET NORTH OF THE
 LL1298'CENTER OF THE FORT COLLINS-ESTES PARK ROAD AND ONE FOOT SOUTH
 LL1298'OF THE FENCE LINE.  THE DISK STAMPED HORSETOOTH 1935 AND NOT
 LL1298'HORSETOOTH-AZIMUTH-1935 AS WAS STATED IN THE OLD RECOVERY NOTE.
 LL1298
 LL1298                          STATION RECOVERY (1949)
 LL1298
 LL1298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LL1298'STATION RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION AS
 LL1298'DESCRIBED, EXCEPT FOR SLIGHT DIFFERENCES IN THE DIRECTIONS
 LL1298'TO BOTH OF THE REFERENCE MARKS.  A COMPLETE DESCRIPTION FOLLOWS--
 LL1298'
 LL1298'THE STATION IS LOCATED ON THE HIGHEST AND MOST SOUTHERN OF THE
 LL1298'THREE DIVISIONS OF THE PEAK KNOWN AS HORSETOOTH MOUNTAIN WHICH
 LL1298'IS ABOUT 8 MILES AIR LINE WEST-SOUTHWEST OF FORT COLLINS.  THE
 LL1298'STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK SET IN
 LL1298'BEDROCK FLUSH WITH THE GROUND AND IS NOT STAMPED.
 LL1298'
 LL1298'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 LL1298'THE STATION MARK, PROJECTS 3 FEET, AND
 LL1298'STAMPED, HORSETOOTH NO 1 1912.
 LL1298'
 LL1298'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS THE
 LL1298'STATION MARK, FLUSH WITH THE GROUND,
 LL1298'AND STAMPED, USGS 1912 NO 2 1939 HORSETOOTH.
 LL1298'
 LL1298'THE AZIMUTH MARK IS 30 FEET NORTH OF THE CENTERLINE OF ROAD,
 LL1298'1.5 FEET SOUTH OF FENCE LINE, 1.5 FEET NORTH OF A WHITE WITNESS
 LL1298'POST, PROJECTS 10 INCHES AND STAMPED,
 LL1298'HORSETOOTH 1935.
 LL1298'
 LL1298'TO REACH THE STATION FROM THE POST OFFICE IN FORT COLLINS, GO
 LL1298'SOUTH ON U.S. HIGHWAY 87 FOR 3.35 MILES TO CROSSROAD AND A
 LL1298'SINCLAIR SERVICE STATION ON THE RIGHT.  TURN RIGHT, WEST, AND GO
 LL1298'2.0 MILES TO CROSSROAD.  TURN LEFT, SOUTH, AND GO 0.5 MILE
 LL1298'TO A T ROAD RIGHT.  TURN RIGHT, WEST, FOR 0.9 MILE TO FORK.
 LL1298'TAKE THE LEFT FORK MAIN TRAVELED ROAD FOR 4.8 MILES TO A REVERSE
 LL1298'Y FORK ON THE RIGHT (TO REACH THE AZIMUTH MARK FROM THIS POINT
 LL1298'TURN RIGHT, EAST, FOR 0.05 MILE TO THE AZIMUTH MARK ON THE
 LL1298'LEFT, NORTH, AS DESCRIBED ABOVE).  CONTINUE ON THE MAIN
 LL1298'TRAVELED ROAD FOR 0.9 MILE TO A RANCH HOUSE ON THE RIGHT.
 LL1298'TURN RIGHT AND PASS TO THE SOUTH AND WEST OF RANCH HOUSE AND
 LL1298'FOLLOW TRACK ROAD, NORTHERLY, FOR 0.4 TO WASH AND THE END OF
 LL1298'TRUCK TRAVEL FOR A 2 WHEEL DRIVE VEHICLE.  WITH A 4 WHEEL
 LL1298'DRIVE VEHICLE CROSS WASH AND FOLLOW TRACK ROAD FOR 0.2 MILE TO
 LL1298'FORK ON THE EAST SIDE OF FENCE LINE.  TAKE RIGHT FORK FOR 0.1
 LL1298'MILE TO A CORRAL ON THE LEFT AND WIRE GATE.  PASS THROUGH
 LL1298'GATE AND FOLLOW ROAD UP A STEEP HILL FOR 0.6 MILE TO FORK.
 LL1298'TAKE RIGHT FORK FOR 0.65 MILE TO A TRIANGLE BLAZED TREE
 LL1298'ON THE LEFT, WEST, AND THE END OF TRUCK TRAVEL.  HERE
 LL1298'PACK WESTERLY TO THE SOUTH END OF STEEP ROCKY RIDGE.  HERE
 LL1298'PACK NORTH UP RIDGE TO THE HIGHEST POINT AND STATION.  A
 LL1298'HOUR PACK WITH A 2 WHEEL DRIVE VEHICLE OR A 20-MINUTE PACK
 LL1298'WITH A 4 WHEEL DRIVE VEHICLE.
 LL1298'
 LL1298'OBSERVATIONS MADE FROM A 1.4 METERS TRIPOD.
 LL1298
 LL1298                          STATION RECOVERY (1960)
 LL1298
 LL1298'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CTH)
 LL1298'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2
 LL1298'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED IN THE 1949
 LL1298'DESCRIPTION.  A NEW DESCRIPTION FOLLOWS.
 LL1298'
 LL1298'THE STATION IS LOCATED 7-1/2 MILES, AIRLINE SOUTHWEST OF FORT
 LL1298'COLLINS, AND 11-1/2 MILES, AIRLINE NORTHWEST OF LOVELAND AND
 LL1298'2 MILES WEST OF THE HORSETOOTH RESERVOIR ON THE HIGHEST AND MOST
 LL1298'SOUTHERLY OF THREE DIVISIONS OF THE PEAK KNOWN AS HORSETOOTH
 LL1298'MOUNTAIN.
 LL1298'
 LL1298'TO REACH THE STATION FROM THE POST OFFICE IN FORT COLLINS GO SOUTH
 LL1298'ON U.S. HIGHWAY 287 FOR 3.3 MILES TO A CROSSROAD.  TURN RIGHT,
 LL1298'WEST AND GO 1.9 MILES, THENCE, SOUTH FOR 0.5 MILE, THENCE RIGHT,
 LL1298'WEST FOR 0.9 MILE.  KEEP LEFT ON PAVED ROAD AND GO 4.8 MILES
 LL1298'TO A CROSSROAD AND THE END OF THE PAVEMENT.  (TO REACH THE
 LL1298'AZIMUTH MARK TURN RIGHT, EAST AND GO 0.1 MILE TO THE AZIMUTH
 LL1298'MARK ON THE LEFT ACROSS THE ROAD FROM A TIN GARAGE).  TURN
 LL1298'LEFT, WEST AND GO 0.7 MILE TO A SIDE ROAD RIGHT.  TURN RIGHT,
 LL1298'NORTH AND GO 0.05 MILE TO A BOARD GATE.  PASS THROUGH THE
 LL1298'GATE AND GO NORTHWEST ON A TRACK ROAD FOR 0.2 MILE TO THE
 LL1298'FOOT OF THE HILL.  TURN RIGHT, NORTHEAST FOLLOWING A TRACK
 LL1298'ROAD UP A STEEP HILL FOR 0.6 MILE TO A FORK.  KEEP THE
 LL1298'LEFT FORK AND GO 0.25 MILE TO A FORK.  KEEP THE RIGHT FORK
 LL1298'AND GO 0.8 MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND GO
 LL1298'WEST AND NORTHWEST ON A DIM TRACK ROAD FOR 0.2 MILE AND THE
 LL1298'END OF TRUCK TRAVEL.  FROM THE END OF TRUCK TRAVEL PACK
 LL1298'NORTHWEST TO THE SOUTH END OF A STEEP ROCKY RIDGE, THENCE PACK
 LL1298'NORTH TO THE TOP OF THE MOUNTAIN AND THE STATION AS DESCRIBED.
 LL1298'
 LL1298'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK CEMENTED
 LL1298'IN A DRILLHOLE IN BEDROCK AND HAS NO STAMPING.
 LL1298'
 LL1298'REFERENCE MARK NO. 1 IS A STANDARD DISK CEMENTED IN A DRILLHOLE
 LL1298'IN BEDROCK AND IS STAMPED HORSETOOTH NO 1 1912.
 LL1298'
 LL1298'REFERENCE MARK NO. 2 IS A STANDARD DISK CEMENTED IN A DRILLHOLE
 LL1298'IN BEDROCK AND IS STAMPED HORSETOOTH USGS NO 2 1912 1939.
 LL1298'
 LL1298'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10 INCH
 LL1298'SQUARE CONCRETE MONUMENT WHICH PROJECTS 6 INCHES AND IS STAMPED
 LL1298'HORSETOOTH 1935.  IT IS 31 FEET NORTH OF THE CENTER OF A GRAVELED
 LL1298'ROAD AND A WHITE WITNESS POST IS SET BESIDE THE MARK.           .
 LL1298
 LL1298                          STATION RECOVERY (1991)
 LL1298
 LL1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LL1298'STATION IS LOCATED 10 KM (6.2 MI) SOUTHEAST OF FORT COLLINS, 5.5 KM
 LL1298'(3.4 MI) NORTHWEST OF THE SOUTH END OF HORSETOOTH RESERVOIR, IN THE
 LL1298'ROOSEVELT NATIONAL FOREST, ON HORSETOOTH MOUNTAIN, ON THE SOUTH ONE
 LL1298'OF THREE PROMINENT 60 M (196.8 FT) HIGH ROCK OUTCROPS THAT COMPRISE
 LL1298'HORSETOOTH ROCK, IN THE SOUTHEAST 1/4 OF SECTION 26, T 7 N, R 70 W.
 LL1298'OWNERSHIP--US FOREST SERVICE.  ROAD GOES THROUGH HORSETOOTH MOUNTAIN
 LL1298'PARK, OWNED BY CITY OF FORT COLLINS.  CALL WALLY MUSCOTT, CITY OF
 LL1298'FORT COLLINS.  PHONE IS 303-221-6605, EXTENSION 7735, FOR COMBINATION
 LL1298'TO GATES.
 LL1298'NOTE-- ALLOW TWO HOURS TO REACH THE STATION.  A PACK OF 0.51 KM
 LL1298'(0.32 MI) IS INVOLVED.  ALSO, THIS STATION REQUIRES HAND-OVER-HAND
 LL1298'CLIMBING. THE STATION SITE IS DANGEROUS FOR NIGHT WORK OR IN WINDY
 LL1298'CONDITIONS, AND LIGHTNING STRIKES ARE COMMON.  THERE ARE THREE
 LL1298'TIEDOWNS SET IN ROCK FOR TRIPOD.
 LL1298'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 25 AND STATE HIGHWAY
 LL1298'68 (EXIT 265), ABOUT 10 KM (6.2 MI) SOUTHEAST OF FORT COLLINS, GO
 LL1298'WEST ON HIGHWAY 68 FOR 9.0 KM (5.6 MI) TO A CROSSROAD (COLLEGE
 LL1298'AVENUE). CONTINUE WEST ON HARMONY ROAD FOR 3.2 KM (2.0 MI) TO A
 LL1298'T-ROAD.  TURN RIGHT, NORTH, 0.80 KM (0.50 MI) TO A PAVED ROAD LEFT.
 LL1298'TURN LEFT, WEST, ON ROAD 38E FOR 3.05 KM (1.90 MI) TO A ROAD RIGHT
 LL1298'ACROSS TOP OF DAM.  KEEP LEFT ON ROAD 38E FOR 5.70 KM (3.54 MI) TO A
 LL1298'PAVED REVERSE FORK RIGHT (SHORELINE DRIVE).  CONTINUE AHEAD UPHILL ON
 LL1298'ROAD 38E FOR 1.24 KM (0.77 MI) TO THE ENTRANCE TO HORSETOOTH MOUNTAIN
 LL1298'PARK ON THE RIGHT, JUST BEFORE TOP OF GRADE.  TURN RIGHT, NORTH ON
 LL1298'DIRT DRIVE ALONG EAST, THEN NORTH SIDES OF SMALL PARK FOR 0.05 KM
 LL1298'(0.03 MI) TO A LOCKED GATE (4W/D SHOULD BE USED PAST THIS POINT TO
 LL1298'PREVENT ROAD RUTTING AND TO KEEP SPEED DOWN ON RETURN).  PASS THROUGH
 LL1298'GATE ON ROUGH ROAD FOR 1.16 KM (0.72 MI) TO A ROAD LEFT.  TURN LEFT,
 LL1298'SOUTHWEST, ON SERVICE ROAD FOR 1.78 KM (1.11 MI) TO ITS JUNCTION WITH
 LL1298'HORSETOOTH ROCK TRAIL ON RIDGEBACK.  TURN LEFT, NORTHWEST, UPHILL, ON
 LL1298'ROAD FOR 0.06 KM (0.04 MI) TO A LOCKED GATE.  PASS THROUGH LOCKED
 LL1298'GATE AND CONTINUE AHEAD FOR 0.23 KM (0.14 MI) TO A LOCKED GATE AT
 LL1298'PARK BORDER. PASS THROUGH GATE, THEN LEFT ON ROAD FOR 0.14 KM
 LL1298'(0.09 MI) TO ROAD END AT SIGNS -HORSETOOTH ROCK-,-WALTHEN TRAIL-.
 LL1298'PACK NORTHWEST ON WELL-TRAVELED TRAIL FOR ABOUT 130 M (426.5 FT) TO
 LL1298'POINT WHERE TRAIL DROPS SHARPLY DOWNHILL.  TURN LEFT, WEST, UPHILL,
 LL1298'OVER ROCK AND DIM TRAIL FOR ABOUT 50 M (164.0 FT) TO A FORK AT BASE
 LL1298'OF ROCK FACE AND SIGN -HORSETOOTH ROCK-.  BEAR RIGHT, NORTH, ON DIM
 LL1298'TRAIL FOR ABOUT 70 M (229.7 FT) TO A DIM FORK AT AN OVERLOOK AND LONE
 LL1298'30-CM PINE TREE ON THE RIGHT.  BEAR LEFT, WEST, UPHILL, TOWARDS ROCK
 LL1298'FACE FOR ABOUT 30 M (98.4 FT) TO TOP OF SADDLE AND LARGE OUTCROP AREA
 LL1298'ON THE LEFT.  GO NORTHWEST, UPHILL, ON DIM TRAIL FOR ABOUT 60 M
 LL1298'(196.8 FT) TO A LONE 30-CM PINE TREE AT BASE OF ROCK FACE.  BEAR
 LL1298'LEFT, SOUTHWEST, IN CLEFT, TOWARDS A LONE 15-CM PINE TREE FOR ABOUT
 LL1298'75 M (246.1 FT) TO END OF CLEFT AT ROCK BLOCKING WAY.  TURN RIGHT,
 LL1298'NORTHWEST, UPHILL, OVER LARGE ROCKS FOR ABOUT 100 M (328.1 FT) TO
 LL1298'STATION NEAR SOUTH END OF TOP OF THE SOUTH ROCK FORMATION.
 LL1298'NOTE--THERE IS A DEEP SPACE IN THE ROCKS ON THE SOUTH SIDE OF THE
 LL1298'STATION TO SET GPS RECEIVER AND GET OUT OF THE WIND.
 LL1298'STATION MARK IS SET IN A DRILL HOLE IN THE HIGHEST PART OF THE ROCK, 2
 LL1298'M (6.6 FT) WEST OF A STEEP DROP AND 10 M (32.8 FT) NORTH OF A DROPOFF
 LL1298'TO THE SOUTH.  DISK IS BATTERED, UNABLE TO READ ANY STAMPING.
 LL1298'DESCRIBED BY G.R.HEID
 LL1298
 LL1298                          STATION RECOVERY (2001)
 LL1298
 LL1298'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (MSJ)
 LL1298'RECOVERED IN GOOD CONDITION.
 LL1298
 LL1298                          STATION RECOVERY (2005)
 LL1298
 LL1298'RECOVERY NOTE BY US POWER SQUADRON 2005 (KEH)
 LL1298'STATION RECOVERY (2005)
 LL1298' 
 LL1298'FROM FORT COLLINS GO WEST ON COUNTY ROAD 38E. CONTINUE FROM THE SOUTH
 LL1298' 
 LL1298'END OF HORSETOOTH RESERVOIR FOR 2.8 MI AND TURN RIGHT ONTO HORSETOOTH
 LL1298' 
 LL1298'MOUNTAIN PARK (PAY PARKING FEE).  FOLLOW SODERBERG TRAIL FOR APPROX
 LL1298'1.5 MI. THEN FOLLOW HORSETOOTH ROCK TRAIL (WALTHEN TRAIL) FOR APPROX
 LL1298'1.4 MI TO THE HORSETOOTH ROCK FORMATION. THE FORMATION CONSISTS OF
 LL1298'THREE PROMINENT 200 FT OUTCROPS WITH THE STATION MARK BEING LOCATED
 LL1298'ON THE TOP OF THE SOUTHERN MOST OUTCROP.  PROCEED TOWARDS THE SOUTH
 LL1298'END OF THE OUTCROP AND ASCEND TO THE TOP FROM THERE, WHICH REQUIRES
 LL1298'SOME HAND-OVER-HAND CLIMBING. THE SATTION MARK IS SET IN A DRILL HOLE
 LL1298' 
 LL1298'IN THE HIGHEST PART OF THE ROCK. THE DISK IS BATTERED, NOT ABLE TO
 LL1298'READ ANY STAMPING.
 LL1298' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0406 ***********************************************************************
 LL0406  DESIGNATION -  HORSETOOTH AZ MK
 LL0406  PID         -  LL0406
 LL0406  STATE/COUNTY-  CO/LARIMER
 LL0406  USGS QUAD   -  HORSETOOTH RESERVOIR (1962)
 LL0406
 LL0406                         *CURRENT SURVEY CONTROL
 LL0406  ___________________________________________________________________
 LL0406* NAD 83(1986)-  40 31 11.     (N)    105 10 03.     (W)     SCALED    
 LL0406* NAVD 88     -      1668.421  (meters)    5473.81   (feet)  ADJUSTED  
 LL0406  ___________________________________________________________________
 LL0406  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 LL0406  DYNAMIC HT  -        1666.985 (meters)    5469.10  (feet)  COMP
 LL0406  MODELED GRAV-     979,705.2   (mgal)                       NAVD 88
 LL0406
 LL0406  VERT ORDER  -  SECOND    CLASS 0
 LL0406
 LL0406.The horizontal coordinates were scaled from a topographic map and have
 LL0406.an estimated accuracy of +/- 6 seconds.
 LL0406
 LL0406.The orthometric height was determined by differential leveling
 LL0406.and adjusted by the National Geodetic Survey in June 1991..
 LL0406
 LL0406.The geoid height was determined by GEOID03.
 LL0406
 LL0406.The dynamic height is computed by dividing the NAVD 88
 LL0406.geopotential number by the normal gravity value computed on the
 LL0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0406.degrees latitude (g = 980.6199 gals.).
 LL0406
 LL0406.The modeled gravity was interpolated from observed gravity values.
 LL0406
 LL0406;                    North         East    Units  Estimated Accuracy
 LL0406;SPC CO N     -   436,580.      942,580.      MT  (+/- 180 meters Scaled)
 LL0406
 LL0406                          SUPERSEDED SURVEY CONTROL
 LL0406
 LL0406  NGVD 29 (??/??/92) 1667.440  (m)         5470.59   (f) ADJ UNCH    2 0
 LL0406
 LL0406.Superseded values are not recommended for survey control.
 LL0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0406.See file dsdata.txt to determine how the superseded data were derived.
 LL0406
 LL0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE858854(NAD 83)
 LL0406_MARKER: DZ = AZIMUTH MARK DISK
 LL0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0406_STAMPING: HORSETOOTH 1935
 LL0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0406+STABILITY: SURFACE MOTION
 LL0406
 LL0406  HISTORY     - Date     Condition        Report By
 LL0406  HISTORY     - 1935     MONUMENTED       CGS
 LL0406  HISTORY     - 1939     GOOD             NGS
 LL0406  HISTORY     - 20030829 MARK NOT FOUND   USPSQD
 LL0406
 LL0406                          STATION DESCRIPTION
 LL0406
 LL0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 LL0406'10.6 M SW FROM FORT COLLINS.
 LL0406'5.0 MILES WEST ALONG LA PORT AVENUE AND SOLDIER CANYON ROAD FROM
 LL0406'THE POST OFFICE AT FORT COLLINS, LARIMER COUNTY, THENCE 5.6 MILES
 LL0406'SOUTH ALONG MASONVILLE ROAD, 1.0 MILE EAST OF THE SADDLE BETWEEN
 LL0406'SPRING CANYON AND REDSTONE CREEK, 100 YARDS WEST OF A SHARP ROAD
 LL0406'BEND, 45 FEET SOUTH OF A GULLY WHICH LEADS TO THE SADDLE, 18 FEET
 LL0406'NORTH OF THE NORTH SHOULDER OF THE ROAD, UNDER THE NORTH RIGHT-OF-WAY
 LL0406'FENCE, AND 2.5 FEET HIGHER THAN THE ROAD.  A STANDARD AZIMUTH MARK
 LL0406'DISK, STAMPED HORSETOOTH 1935 AND SET IN THE TOP OF A CONCRETE
 LL0406'POST.
 LL0406
 LL0406                          STATION RECOVERY (2003)
 LL0406
 LL0406'RECOVERY NOTE BY US POWER SQUADRON 2003 (EH)
 LL0406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1692 ***********************************************************************
 KK1692  DESIGNATION -  HOSPITAL
 KK1692  PID         -  KK1692
 KK1692  STATE/COUNTY-  CO/ADAMS
 KK1692  USGS QUAD   -  FITZSIMONS (1994)
 KK1692
 KK1692                         *CURRENT SURVEY CONTROL
 KK1692  ___________________________________________________________________
 KK1692* NAD 83(1992)-  39 44 42.62938(N)    104 50 15.14018(W)     ADJUSTED  
 KK1692* NAVD 88     -      1684.2    (meters)    5526.     (feet)  VERTCON   
 KK1692  ___________________________________________________________________
 KK1692  LAPLACE CORR-          -4.82  (seconds)                    DEFLEC99
 KK1692  GEOID HEIGHT-         -17.59  (meters)                     GEOID03
 KK1692
 KK1692  HORZ ORDER  -  FIRST
 KK1692
 KK1692.The horizontal coordinates were established by classical geodetic methods
 KK1692.and adjusted by the National Geodetic Survey in January 1993..
 KK1692
 KK1692.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1692
 KK1692.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1692
 KK1692.The geoid height was determined by GEOID03.
 KK1692
 KK1692;                    North         East     Units Scale Factor Converg.
 KK1692;SPC CO N     -   350,739.351   971,180.873   MT  0.99999552   +0 25 40.9
 KK1692;SPC CO N     - 1,150,717.35  3,186,282.58   sFT  0.99999552   +0 25 40.9
 KK1692;UTM  13      - 4,399,487.358   513,919.042   MT  0.99960239   +0 06 13.9
 KK1692
 KK1692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1692!SPC CO N     -   0.99973861  x   0.99999552  =   0.99973413
 KK1692!UTM  13      -   0.99973861  x   0.99960239  =   0.99934110
 KK1692
 KK1692:                Primary Azimuth Mark                     Grid Az
 KK1692:SPC CO N     -  FITZSIMONS ARMY HOSP W TANK              046 15 31.0
 KK1692:UTM  13      -  FITZSIMONS ARMY HOSP W TANK              046 34 58.0
 KK1692
 KK1692|---------------------------------------------------------------------|
 KK1692| PID    Reference Object                     Distance      Geod. Az  |
 KK1692|                                                           dddmmss.s |
 KK1692| KK1686 FITZSIMONS ARMY HOSP W TANK         APPROX. 0.5 KM 0464111.9 |
 KK1692| CP8257 HOSPITAL AZ MK                                     1212451.3 |
 KK1692| CP8258 HOSPITAL RM 1                                      16810     |
 KK1692| CP8259 HOSPITAL RM 2                                      23211     |
 KK1692|---------------------------------------------------------------------|
 KK1692
 KK1692                          SUPERSEDED SURVEY CONTROL
 KK1692
 KK1692  NAD 83(1986)-  39 44 42.62325(N)    104 50 15.13886(W) AD(       ) 1
 KK1692  NAD 27      -  39 44 42.66689(N)    104 50 13.23181(W) AD(       ) 1
 KK1692  NGVD 29 (07/19/86) 1683.3    (m)         5523.     (f) VERT ANG       
 KK1692
 KK1692.Superseded values are not recommended for survey control.
 KK1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1692.See file dsdata.txt to determine how the superseded data were derived.
 KK1692
 KK1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED1391999487(NAD 83)
 KK1692_MARKER: Z = SEE DESCRIPTION
 KK1692_SETTING: 0 = UNSPECIFIED SETTING
 KK1692
 KK1692  HISTORY     - Date     Condition        Report By
 KK1692  HISTORY     - 1968     MONUMENTED       CGS
 KK1692
 KK1692                          STATION DESCRIPTION
 KK1692
 KK1692'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (GRK)
 KK1692'THE STATION IS LOCATED NEAR THE EAST EDGE OF AURORA, NEAR THE
 KK1692'NORTHEAST CORNER OF THE PENTHOUSE ROOF OF THE FITZSIMONS U.S. ARMY
 KK1692'GENERAL HOSPITAL.
 KK1692'
 KK1692'THE STATION MARK IS A STANDARD DISK STAMPED HOSPITAL 1968,
 KK1692'CEMENTED IN A DRILL HOLE IN THE ROCK ROOF AND ENCASED IN A 4-INCH
 KK1692'ORANGEBURG PIPE WITH A SCREW TYPE LID.  IT IS 7.7 FEET WEST OF THE
 KK1692'EAST WALL AND 6.9 FEET SOUTH OF THE NORTH WALL.
 KK1692'
 KK1692'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED HOSPITAL NO 1
 KK1692'1968, CEMENTED IN A DRILL HOLE IN THE EAST CONCRETE WALL THAT
 KK1692'PROJECTS ABOUT 3 FEET ABOVE THE ROOF.  IT IS 22.6 FEET NORTH OF
 KK1692'THE SOUTHEAST CORNER OF THE CONCRETE WALL.
 KK1692'
 KK1692'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED HOSPITAL NO 2
 KK1692'1968, CEMENTED IN A DRILL HOLE IN THE WEST CONCRETE WALL THAT
 KK1692'PROJECTS ABOUT 3 FEET ABOVE THE ROOF.  IT IS 35.6 FEET NORTH OF
 KK1692'THE SOUTHWEST CORNER OF THE CONCRETE WALL.
 KK1692'
 KK1692'THE AZIMUTH MARK IS A COLORADO DEPARTMENT OF HIGHWAYS BRASS PLUG
 KK1692'CEMENTED IN A DRILL HOLE IN THE CONCRETE BRIDGE FOR EAST BOUND
 KK1692'TRAFFIC ON U.S. HIGHWAY 40.  IT IS 6 FEET EAST OF THE WEST END OF
 KK1692'THE BRIDGE AND ABOUT 1 FOOT NORTH OF THE SOUTH RAIL OF THE BRIDGE.
 KK1692'
 KK1692'TO REACH THE AZIMUTH MARK FROM THE FITZSIMONS GENERAL HOSPITAL, GO
 KK1692'EAST ON U.S. HIGHWAY 40 FOR 0.5 MILE TO THE AZIMUTH MARK ON THE
 KK1692'RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0587 ***********************************************************************
 HL0587  DESIGNATION -  HOSSICK
 HL0587  PID         -  HL0587
 HL0587  STATE/COUNTY-  CO/HINSDALE
 HL0587  USGS QUAD   -  CIMARRONA PEAK (1973)
 HL0587
 HL0587                         *CURRENT SURVEY CONTROL
 HL0587  ___________________________________________________________________
 HL0587* NAD 83(1992)-  37 35 55.44478(N)    107 14 11.93572(W)     ADJUSTED  
 HL0587* NAVD 88     -      3951.0    (meters)   12963.     (feet)  VERTCON   
 HL0587  ___________________________________________________________________
 HL0587  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 HL0587  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 HL0587
 HL0587  HORZ ORDER  -  FIRST
 HL0587
 HL0587.The horizontal coordinates were established by classical geodetic methods
 HL0587.and adjusted by the National Geodetic Survey in January 1993..
 HL0587
 HL0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0587
 HL0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0587
 HL0587.The geoid height was determined by GEOID03.
 HL0587
 HL0587;                    North         East     Units Scale Factor Converg.
 HL0587;SPC CO S     -   409,670.330   761,056.234   MT  0.99995380   -1 03 54.8
 HL0587;SPC CO S     - 1,344,060.07  2,496,898.66   sFT  0.99995380   -1 03 54.8
 HL0587;UTM  13      - 4,163,647.377   302,550.114   MT  1.00008023   -1 21 54.3
 HL0587
 HL0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0587!SPC CO S     -   0.99938284  x   0.99995380  =   0.99933667
 HL0587!UTM  13      -   0.99938284  x   1.00008023  =   0.99946302
 HL0587
 HL0587:                Primary Azimuth Mark                     Grid Az
 HL0587:SPC CO S     -  SHEEP MTN                                115 09 33.3
 HL0587:UTM  13      -  SHEEP MTN                                115 27 32.8
 HL0587
 HL0587|---------------------------------------------------------------------|
 HL0587| PID    Reference Object                     Distance      Geod. Az  |
 HL0587|                                                           dddmmss.s |
 HL0587| HL0538 SHEEP MTN                           APPROX.32.4 KM 1140538.5 |
 HL0587| CM7466 HOSSICK AZ MK                                      1555700.7 |
 HL0587| CM7468 HOSSICK RM 2                          5.955 METERS 18820     |
 HL0587| CM7467 HOSSICK RM 1                          7.051 METERS 34442     |
 HL0587|---------------------------------------------------------------------|
 HL0587
 HL0587                          SUPERSEDED SURVEY CONTROL
 HL0587
 HL0587  NAD 83(1986)-  37 35 55.44261(N)    107 14 11.93856(W) AD(       ) 1
 HL0587  NAD 27      -  37 35 55.43790(N)    107 14 09.75250(W) AD(       ) 1
 HL0587  NGVD 29 (07/19/86) 3949.2    (m)        12957.     (f) VERT ANG       
 HL0587
 HL0587.Superseded values are not recommended for survey control.
 HL0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0587.See file dsdata.txt to determine how the superseded data were derived.
 HL0587
 HL0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB0255063647(NAD 83)
 HL0587_MARKER: DS = TRIANGULATION STATION DISK
 HL0587_SETTING: 80 = SET IN A BOULDER
 HL0587_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HL0587
 HL0587  HISTORY     - Date     Condition        Report By
 HL0587  HISTORY     - 1958     MONUMENTED       CGS
 HL0587  HISTORY     - 1971     GOOD             USGS
 HL0587
 HL0587                          STATION DESCRIPTION
 HL0587
 HL0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 HL0587'STATION IS LOCATED ABOUT 22-1/2 MILES NORTH AND 12-1/2 MILES WEST OF
 HL0587'PAGOSA SPRINGS, 15 MILES WEST AND 7 MILES SOUTH OF SPAR CITY, ABOUT
 HL0587'5 MILES WEST OF THE MINERAL-HINSDALE COUNTY LINE, ABOUT 4 MILES
 HL0587'NORTHEAST OF THE JEWELL CAROLL RANCH, ABOUT 1 MILE WEST OF THE
 HL0587'HEAD OF SQUAW CREEK AND ABOUT 1/2 MILE NORTH-NORTHWEST OF
 HL0587'HOSSICK LAKE.  IT IS ON THE HIGHEST POINT OF A SHARP PEAK
 HL0587'WHICH IS THE HIGHEST POINT IN THE VICINITY.
 HL0587'
 HL0587'TO REACH FROM THE POST OFFICE IN PAGOSA SPRINGS, GO WEST ON
 HL0587'U.S. HIGHWAY 160 FOR 2.6 MILES TO THE TOP OF THE PASS AND A
 HL0587'SIDE ROAD RIGHT AT SIGN UPPER PIEDRA RIVER 19.  TURN RIGHT AND
 HL0587'GO NORTHWESTERLY ON GRAVEL ROAD 12.7 MILES TO A FORK AT SIGN
 HL0587'WEMINUCHE CREEK 11.  TAKE LEFT FORK AND CONTINUE NORTHWEST
 HL0587'ON MAIN TRAVELED ROAD FOR 3.1 MILES TO A FORK IMMEDIATELY
 HL0587'AFTER CROSSING BRIDGE.  TAKE RIGHT FORK AND CONTINUE NORTHWEST
 HL0587'FOR 2.3 MILES TO A CROSSROAD AT SIGN PALISADE LAKES 6.
 HL0587'CONTINUE STRAIGHT AHEAD AND FOLLOW MAIN TRAVELED ROAD
 HL0587'NORTHWESTERLY FOR 3.7 MILES TO A FORK AT SIGN JEWELL -
 HL0587'CAROLL RANCH 7.  TAKE LEFT FORK AND FOLLOW DIRT ROAD
 HL0587'SOUTHWEST FOR 0.85 MILE TO A WIRE GATE.  PASS THROUGH GATE
 HL0587'AND CONTINUE SOUTHWEST, WEST AND NORTHWESTERLY, PASSING
 HL0587'THROUGH 4 MORE GATES, FOR 5.25 MILES TO THE JEWELL -
 HL0587'CAROLL RANCH AND ETT.  (IF THE OWNER OF THE RANCH (MR.
 HL0587'H.F. LUDWIG) IS NOTIFIED IN ADVANCE, PACK HORSES CAN BE
 HL0587'TAKEN TO HOSSICK LAKE.) TO REACH FROM THE RANCH BY HORSES,
 HL0587'FOLLOW WELL WORN TRAIL NORTHEASTERLY UP DRAW AND ALONG
 HL0587'SOUTHEAST SIDE OF HOSSICK CREEK FOR ABOUT 2 HOURS TO A
 HL0587'LARGE GRASSY MEADOW AND SIGN HOSSICK LAKE.  BEAR LEFT,
 HL0587'FOLLOWING ARROW ON SIGN, AND CONTINUE NORTHWEST AND WEST
 HL0587'ON MAIN TRAIL UP STEEP HILL FOR ABOUT 1 HOUR TO HOSSICK
 HL0587'LAKE AND SUGGESTED CAMPSITE ON NORTHEAST SIDE OF LAKE.  TO
 HL0587'REACH FROM THE NORTHEAST SIDE OF LAKE BACK PACK NORTHEAST
 HL0587'UP HILL TOWARDS BLUFF OVERHANG FOR ABOUT 200 YARDS TO HORSE
 HL0587'TRAIL AND AZIMUTH MARK.  BEAR LEFT AND PACK NORTH-NORTHWEST
 HL0587'FOR ABOUT 1-1/2 HOURS TOWARDS LARGE CREVASS TO SOUTHEAST OF
 HL0587'PEAK.  FROM CREVASSE, PICK WAY NORTHWEST UP RIDGE FOR ABOUT
 HL0587'1 HOUR TO HIGHEST POINT AND STATION.
 HL0587'
 HL0587'STATION MARK IS A STANDARD DISK, STAMPED HOSSICK 1958.  IT
 HL0587'IS CEMENTED IN A DRILL HOLE IN A 1 X 2 FOOT BOULDER WHICH
 HL0587'PROJECTS 4 INCHES.
 HL0587'
 HL0587'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED HOSSICK NO 1
 HL0587'1958.  IT IS CEMENTED IN A DRILL HOLE IN A 1 FOOT SQUARE
 HL0587'BOULDER WHICH PROJECTS 3 INCHES.
 HL0587'
 HL0587'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HOSSICK NO 2
 HL0587'1958.  IT IS CEMENTED IN A DRILL HOLE IN A 2 FOOT SQUARE
 HL0587'BOULDER WHICH PROJECTS 4 INCHES.
 HL0587'
 HL0587'AZIMUTH MARK IS A STANDARD DISK, STAMPED HOSSICK 1958.  IT
 HL0587'IS CEMENTED IN A DRILL HOLE IN A 2 X 4 FOOT BOULDER WHICH
 HL0587'PROJECTS 4 INCHES.  IT IS ABOUT 500 FEET NORTHEAST OF THE
 HL0587'NORTHEAST EDGE OF HOSSICK LAKE, 75 FEET SOUTHWEST OF THE
 HL0587'SOUTHWEST EDGE OF BLUFF OVERHANG, 20 FEET SOUTHWEST OF HORSE
 HL0587'TRAIL AND 2 FEET WEST OF A SMALL CAIRN.
 HL0587
 HL0587                          STATION RECOVERY (1971)
 HL0587
 HL0587'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (RRW)
 HL0587'STATION FOUND AS DESCRIBED, AND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ1530 ***********************************************************************
 AJ1530  DESIGNATION -  HOT DOG
 AJ1530  PID         -  AJ1530
 AJ1530  STATE/COUNTY-  CO/JEFFERSON
 AJ1530  USGS QUAD   -  CONIFER (1994)
 AJ1530
 AJ1530                         *CURRENT SURVEY CONTROL
 AJ1530  ___________________________________________________________________
 AJ1530* NAD 83(1992)-  39 32 49.07105(N)    105 16 29.41727(W)     ADJUSTED  
 AJ1530* NAVD 88     -      2407.8    (meters)    7900.     (feet)  GPS OBS   
 AJ1530  ___________________________________________________________________
 AJ1530  X           -  -1,297,945.015 (meters)                     COMP
 AJ1530  Y           -  -4,752,687.343 (meters)                     COMP
 AJ1530  Z           -   4,040,849.376 (meters)                     COMP
 AJ1530  LAPLACE CORR-         -16.36  (seconds)                    DEFLEC99
 AJ1530  ELLIP HEIGHT-        2393.23  (meters)          (12/03/02) GPS OBS
 AJ1530  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 AJ1530
 AJ1530  HORZ ORDER  -  FIRST
 AJ1530  ELLP ORDER  -  FOURTH    CLASS II
 AJ1530
 AJ1530.The horizontal coordinates were established by GPS observations
 AJ1530.and adjusted by the National Geodetic Survey in February 2001..
 AJ1530
 AJ1530.The orthometric height was determined by GPS observations and a
 AJ1530.high-resolution geoid model.
 AJ1530
 AJ1530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ1530
 AJ1530.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ1530
 AJ1530.The ellipsoidal height was determined by GPS observations
 AJ1530.and is referenced to NAD 83.
 AJ1530
 AJ1530.The geoid height was determined by GEOID03.
 AJ1530
 AJ1530;                    North         East     Units Scale Factor Converg.
 AJ1530;SPC CO C     -   495,053.748   933,755.056   MT  0.99996614   +0 08 31.2
 AJ1530;SPC CO C     - 1,624,188.84  3,063,494.71   sFT  0.99996614   +0 08 31.2
 AJ1530;UTM  13      - 4,377,512.705   476,385.582   MT  0.99960687   -0 10 30.0
 AJ1530
 AJ1530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ1530!SPC CO C     -   0.99962468  x   0.99996614  =   0.99959083
 AJ1530!UTM  13      -   0.99962468  x   0.99960687  =   0.99923169
 AJ1530
 AJ1530                          SUPERSEDED SURVEY CONTROL
 AJ1530
 AJ1530  ELLIP H (02/26/01) 2393.26   (m)                       GP(       ) 4 1
 AJ1530
 AJ1530.Superseded values are not recommended for survey control.
 AJ1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ1530.See file dsdata.txt to determine how the superseded data were derived.
 AJ1530
 AJ1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7638677513(NAD 83)
 AJ1530_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ1530_STAMPING: HOT DOG 2000
 AJ1530_MARK LOGO: NGS   
 AJ1530_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ1530_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ1530+STABILITY: POSITION/ELEVATION WELL
 AJ1530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ1530+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2006
 AJ1530
 AJ1530  HISTORY     - Date     Condition        Report By
 AJ1530  HISTORY     - 20000929 MONUMENTED       NGS
 AJ1530  HISTORY     - 20060713 GOOD             CO0600
 AJ1530
 AJ1530                          STATION DESCRIPTION
 AJ1530
 AJ1530'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GFS)
 AJ1530'THE STATION IS LOCATED ABOUT 2.6 MILES NORTHEAST OF THE TOWN OF
 AJ1530'CONIFER, ALONG U.S. HIGHWAY 285, AT MILE 238.8, IN THE NORTHWEST 1/4
 AJ1530'OF SECTION 7, T 6 S, R 70 W, 6TH P.M.    OWNERSHIP--- JEFFERSON COUNTY
 AJ1530'OPEN SPACE.
 AJ1530' 
 AJ1530'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE  INTERSECTION
 AJ1530'OF U.S. HIGHWAY 285 AND JCR 73 IN THE TOWN OF CONIFER, PROCEED
 AJ1530'NORTHEAST ALONG U.S. HIGHWAY 285 FOR 2.7 MILES TO THE STATION ON
 AJ1530'THE LEFT.
 AJ1530' 
 AJ1530'THE STATION IS A STANDARD BRASS DISK SET INTO A 6 X 3 FOOT GRANITE
 AJ1530'ROCK OUTCROP, FLUSH WITH THE GROUND, 96.5 FEET NORTH FROM
 AJ1530'NORTHERN EDGE OF ASPHALT, 80.0 FEET NORTH NORTHWEST FROM THE
 AJ1530'CENTER OF HEADWALL OF CONCRETE ELLIPTICAL PIPE, 78.0 FEET
 AJ1530'NORTHWEST FROM CENTER OF GATE TO FIELD ROAD, 76.8 FEET FROM CDOT
 AJ1530'CONTROL MONUMENT MP238.8, 38.7' NORTH FROM A NOAA FIBERGLASS
 AJ1530'WITNESS POST AND RIGHT OF WAY FENCE.
 AJ1530' 
 AJ1530' 
 AJ1530' 
 AJ1530' 
 AJ1530' 
 AJ1530' 
 AJ1530' 
 AJ1530'
 AJ1530
 AJ1530                          STATION RECOVERY (2006)
 AJ1530
 AJ1530'RECOVERY NOTE BY CITY AND COUNTY OF DENVER COLORADO 2006 (RTE)
 AJ1530'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1948 ***********************************************************************
 KK1948  DESIGNATION -  HOTEL
 KK1948  PID         -  KK1948
 KK1948  STATE/COUNTY-  CO/EL PASO
 KK1948  USGS QUAD   -  MOUNT DECEPTION (1984)
 KK1948
 KK1948                         *CURRENT SURVEY CONTROL
 KK1948  ___________________________________________________________________
 KK1948* NAD 83(1992)-  39 05 48.32781(N)    105 01 17.95597(W)     ADJUSTED  
 KK1948* NAVD 88     -      2839.8    (meters)    9317.     (feet)  VERTCON   
 KK1948  ___________________________________________________________________
 KK1948  LAPLACE CORR-          -9.72  (seconds)                    DEFLEC99
 KK1948  GEOID HEIGHT-         -15.14  (meters)                     GEOID03
 KK1948
 KK1948  HORZ ORDER  -  FIRST
 KK1948
 KK1948.The horizontal coordinates were established by classical geodetic methods
 KK1948.and adjusted by the National Geodetic Survey in January 1993..
 KK1948
 KK1948.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1948
 KK1948.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1948
 KK1948.The geoid height was determined by GEOID03.
 KK1948
 KK1948;                    North         East     Units Scale Factor Converg.
 KK1948;SPC CO C     -   445,158.752   955,779.846   MT  0.99993591   +0 18 06.1
 KK1948;SPC CO C     - 1,460,491.67  3,135,754.38   sFT  0.99993591   +0 18 06.1
 KK1948;UTM  13      - 4,327,514.204   498,127.461   MT  0.99960004   -0 00 49.2
 KK1948
 KK1948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1948!SPC CO C     -   0.99955702  x   0.99993591  =   0.99949296
 KK1948!UTM  13      -   0.99955702  x   0.99960004  =   0.99915724
 KK1948
 KK1948|---------------------------------------------------------------------|
 KK1948| PID    Reference Object                     Distance      Geod. Az  |
 KK1948|                                                           dddmmss.s |
 KK1948| CP8261 HOTEL RM 1                           20.091 METERS 07105     |
 KK1948| CP8262 HOTEL RM 2                           24.167 METERS 12850     |
 KK1948| CP8260 HOTEL AZ MK                                        2182202.8 |
 KK1948|---------------------------------------------------------------------|
 KK1948
 KK1948                          SUPERSEDED SURVEY CONTROL
 KK1948
 KK1948  NAD 83(1986)-  39 05 48.32087(N)    105 01 17.95607(W) AD(       ) 1
 KK1948  NAD 27      -  39 05 48.35000(N)    105 01 16.01000(W) AD(       ) 1
 KK1948  NGVD 29 (07/19/86) 2838.5    (m)         9313.     (f) VERT ANG       
 KK1948
 KK1948.Superseded values are not recommended for survey control.
 KK1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1948.See file dsdata.txt to determine how the superseded data were derived.
 KK1948
 KK1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9812727514(NAD 83)
 KK1948_MARKER: DS = TRIANGULATION STATION DISK
 KK1948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1948+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2004
 KK1948
 KK1948  HISTORY     - Date     Condition        Report By
 KK1948  HISTORY     - 1953     MONUMENTED       CGS
 KK1948  HISTORY     - 1953     GOOD             USGS
 KK1948  HISTORY     - 20040320 GOOD             INDIV
 KK1948
 KK1948                          STATION DESCRIPTION
 KK1948
 KK1948'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KK1948'THE STATION IS LOCATED ABOUT 6.0 MILES NORTH OF WOODLAND PARK
 KK1948'AND ABOUT 6.0 MILES WEST OF MONUMENT ON THE SUMMIT OF A
 KK1948'NORTH-SOUTH RANGE OF MOUNTAINS, 150 FEET SOUTHEAST OF THE CENTER
 KK1948'OF A GRAVELED ROAD AND 12 FEET SOUTHWEST OF A TRIANGULAR BLAZED
 KK1948'PINE TREE.  IT IS STAMPED HOTEL 1953 AND PROJECTS 3 INCHES.
 KK1948'
 KK1948'REFERENCE MARK NO. 1 IS JUST NORTH OF A TRACK ROAD, 54 FEET
 KK1948'EAST OF A TRIANGULAR BLAZED PINE TREE AND IS ABOUT 1 FOOT LOWER
 KK1948'IN ELEVATION THAN THE STATION.  IT IS STAMPED HOTEL NO 1 1953
 KK1948'AND PROJECTS 4 INCHES.
 KK1948'
 KK1948'REFERENCE MARK NO. 2 IS IN A SMALL CLEARING AND IS ABOUT 4 FEET
 KK1948'LOWER IN ELEVATION THAN THE STATION.  IT IS STAMPED HOTEL NO 2
 KK1948'1953 AND PROJECTS 4 INCHES.
 KK1948'
 KK1948'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 71.13 FEET.
 KK1948'
 KK1948'THE AZIMUTH MARK IS ON THE ROAD RIGHT-OF-WAY, 25 FEET WEST OF
 KK1948'THE CENTER OF A GRAVELED ROAD.  IT IS STAMPED HOTEL 1953 AND
 KK1948'PROJECTS 5 INCHES.
 KK1948'
 KK1948'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND
 KK1948'THE RAMPART RANGE ROAD, 0.1 MILE EAST OF THE POST OFFICE IN
 KK1948'WOODLAND PARK, GO EAST AND NORTH ON THE RAMPART RANGE ROAD FOR
 KK1948'3.8 MILES TO A FORK, TAKE LEFT FORK AND CONTINUE NORTHERLY FOR
 KK1948'2.5 MILES TO A FORK.  TAKE LEFT FORK AND CONTINUE NORTHERLY
 KK1948'ON WINDING MOUNTAIN ROAD FOR 2.9 MILES TO THE AZIMUTH MARK ON
 KK1948'LEFT AS DESCRIBED, CONTINUE NORTH AND NORTHEAST FOR 0.5 MILE TO
 KK1948'A TRACK ROAD ON THE RIGHT, TURN RIGHT FOR ABOUT 50 FEET THENCE
 KK1948'RIGHT, WEST FOR ABOUT 100 FEET TO HIGHEST POINT OF HILL AND
 KK1948'STATION AS DESCRIBED.
 KK1948'
 KK1948'HEIGHT OF LIGHT ABOVE STATION MARK 9.7 METERS.
 KK1948
 KK1948                          STATION RECOVERY (1953)
 KK1948
 KK1948'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 KK1948'STATION MARK--STANDARD DISK, STAMPED ---HOTEL 1953---, PROJECTING
 KK1948'3 IN.
 KK1948
 KK1948                          STATION RECOVERY (2004)
 KK1948
 KK1948'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MGM)
 KK1948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0531 ***********************************************************************
 HL0531  DESIGNATION -  HOTT
 HL0531  PID         -  HL0531
 HL0531  STATE/COUNTY-  CO/ARCHULETA
 HL0531  USGS QUAD   -  JACKSON MOUNTAIN (1984)
 HL0531
 HL0531                         *CURRENT SURVEY CONTROL
 HL0531  ___________________________________________________________________
 HL0531* NAD 83(1992)-  37 17 38.75526(N)    106 54 45.56962(W)     ADJUSTED  
 HL0531* NAVD 88     -      2656.0    (meters)    8714.     (feet)  VERTCON   
 HL0531  ___________________________________________________________________
 HL0531  LAPLACE CORR-          11.13  (seconds)                    DEFLEC99
 HL0531  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 HL0531
 HL0531  HORZ ORDER  -  FIRST
 HL0531
 HL0531.The horizontal coordinates were established by classical geodetic methods
 HL0531.and adjusted by the National Geodetic Survey in January 1993..
 HL0531
 HL0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0531
 HL0531.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0531
 HL0531.The geoid height was determined by GEOID03.
 HL0531
 HL0531;                    North         East     Units Scale Factor Converg.
 HL0531;SPC CO S     -   375,382.630   789,150.795   MT  0.99998953   -0 51 59.4
 HL0531;SPC CO S     - 1,231,567.85  2,589,072.23   sFT  0.99998953   -0 51 59.4
 HL0531;UTM  13      - 4,129,213.382   330,468.430   MT  0.99995405   -1 09 33.0
 HL0531
 HL0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0531!SPC CO S     -   0.99958600  x   0.99998953  =   0.99957553
 HL0531!UTM  13      -   0.99958600  x   0.99995405  =   0.99954007
 HL0531
 HL0531:                Primary Azimuth Mark                     Grid Az
 HL0531:SPC CO S     -  SHEEP MTN                                003 26 40.9
 HL0531:UTM  13      -  SHEEP MTN                                003 44 14.5
 HL0531
 HL0531|---------------------------------------------------------------------|
 HL0531| PID    Reference Object                     Distance      Geod. Az  |
 HL0531|                                                           dddmmss.s |
 HL0531| HL0538 SHEEP MTN                           APPROX.20.5 KM 0023441.5 |
 HL0531| CM7470 HOTT RM                               7.192 METERS 00437     |
 HL0531| CM7469 HOTT AZ MK                                         0935320.5 |
 HL0531| HL0523 EIGHT MILE                          APPROX.15.5 KM 2085619.4 |
 HL0531| CM7471 HOTT RM 2                             7.377 METERS 23859     |
 HL0531| HL0591 PAGOSA PEAK 2                       APPROX.21.5 KM 3203947.4 |
 HL0531|---------------------------------------------------------------------|
 HL0531
 HL0531                          SUPERSEDED SURVEY CONTROL
 HL0531
 HL0531  NAD 83(1986)-  37 17 38.75398(N)    106 54 45.57319(W) AD(       ) 1
 HL0531  NAD 27      -  37 17 38.73630(N)    106 54 43.44200(W) AD(       ) 1
 HL0531  NGVD 29 (07/19/86) 2654.6    (m)         8709.     (f) VERT ANG       
 HL0531
 HL0531.Superseded values are not recommended for survey control.
 HL0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0531.See file dsdata.txt to determine how the superseded data were derived.
 HL0531
 HL0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB3046829213(NAD 83)
 HL0531_MARKER: DB = BENCH MARK DISK
 HL0531_SETTING: 80 = SET IN A BOULDER
 HL0531_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HL0531
 HL0531  HISTORY     - Date     Condition        Report By
 HL0531  HISTORY     - 1946     MONUMENTED       USGS
 HL0531  HISTORY     - 1958     GOOD             USGS
 HL0531  HISTORY     - 1958     GOOD             CGS
 HL0531
 HL0531                          STATION DESCRIPTION
 HL0531
 HL0531'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (OSR)
 HL0531'THE STATION IS ABOUT 5-1/2 MILES EAST-NORTHEAST OF PAGOSA
 HL0531'SPRINGS, 3 MILES EAST-SOUTHEAST OF THE TREASURE GUARD STATION
 HL0531'AND 1-1/2 MILES WEST-NORTHWEST OF DOWELLS RANCH.  IT IS ON THE
 HL0531'SOUTHWEST EDGE OF A T-SHAPED RIDGE (EAST-WEST RIDGE), ON THE
 HL0531'HIGHEST POINT WHICH IS FREE OF TIMBER AND HAS SCRUB OAK COVERING
 HL0531'THE REST OF THE RIDGE.  THE ELEVATION AT THE STATION IS 8620
 HL0531'FEET.
 HL0531'
 HL0531'TO REACH THE STATION FROM THE COURTHOUSE IN PAGOSA SPRINGS,
 HL0531'GO NORTHEAST ON U.S. HIGHWAY 160 FOR 1.0 MILE TO THE JUNCTION
 HL0531'OF U.S. HIGHWAY 84 ON THE RIGHT, CONTINUE NORTHERLY ON HIGHWAY
 HL0531'160 FOR 3.35 MILES TO THE TREASURE GUARD STATION ON THE LEFT
 HL0531'AND A SIDE ROAD ON THE RIGHT, TURN RIGHT ON THE SIDE ROAD AND
 HL0531'GO EASTERLY FOR 1.95 MILES TO A FORK JUST AFTER CROSSING
 HL0531'A CATTLE GUARD, TAKE THE RIGHT ROAD AND CONTINUE EASTERLY
 HL0531'ON TRACK ROAD FOR 1.6 MILES TO A GATE, PASS THROUGH GATE
 HL0531'AND CONTINUE 0.35 MILE TO A GATE AND T-FENCE ON THE RIGHT AT
 HL0531'THE NORTHEAST CORNER OF A LARGE OPEN FIELD, TURN RIGHT
 HL0531'THROUGH THE GATE AND GO SOUTH ALONG THE WEST SIDE OF FENCE
 HL0531'FOR 0.1 MILE TO ABANDONED HOUSE ON RIGHT, CONTINUE SOUTH
 HL0531'ACROSS DRY WASH AND UP OPEN BASIN FOR 0.35 MILE TO
 HL0531'RESERVOIR, BEAR RIGHT (TO RIGHT OF RESERVOIR) AND PICK WAY
 HL0531'WEST UP STEEP HILL (WOODED AND BRUSHY) FOR 0.4 MILE TO
 HL0531'A FENCE AND THE END OF TRUCK TRAVEL.  PACK SOUTHWEST TO
 HL0531'HIGHEST POINT OF RIDGE AND THE STATION, ABOUT A 5 MINUTE
 HL0531'PACK.
 HL0531'
 HL0531'THE STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 HL0531'MARK DISK, STAMPED 1946 HOTT CH, CEMENTED IN A DRILL HOLE IN
 HL0531'THE TOP OF A 12 X 18 INCH BOULDER PROJECTING 4 INCHES.  IT IS 42
 HL0531'FEET NORTH OF THE SOUTH TIP OF RIDGE AND 14 FEET NORTHEAST
 HL0531'OF EDGE OF BLUFF.  A WHITE WITNESS POST WAS SET 3.5 FEET
 HL0531'EAST OF THE MARK.
 HL0531'
 HL0531'REFERENCE MARK 1 IS A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE
 HL0531'MARK DISK, STAMPED HOTT REF-NO-1, CEMENTED IN A DRILL HOLE IN
 HL0531'THE TOP OF AN 18 X 18 INCH BOULDER PROJECTING 5 INCHES.  IT
 HL0531'IS 25 FEET NORTHWEST OF THE WITNESS POST AND 19 FEET NORTHEAST
 HL0531'OF THE EDGE OF BLUFF.
 HL0531'
 HL0531'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED HOTT (USGS)
 HL0531'NO 2 1958, CEMENTED IN A DRILL HOLE IN THE TOP OF A 2 X 3 FOOT
 HL0531'BOULDER PROJECTING 18 INCHES.  IT IS 27 FEET SOUTHWEST OF THE
 HL0531'WITNESS POST AND ON THE SOUTHWEST EDGE OF THE BLUFF.
 HL0531'
 HL0531'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HOTT (USGS) 1958,
 HL0531'CEMENTED IN A DRILL HOLE IN THE TOP OF A 12 X 30 INCH BOULDER
 HL0531'PROJECTING 6 INCHES.  IT IS 18 INCHES NORTHWEST OF A WHITE
 HL0531'WITNESS POST AND 10 FEET NORTH OF A TRIANGLE BLAZE ON THE
 HL0531'NORTH SIDE OF A 15-INCH PINE TREE.
 HL0531'
 HL0531'THE AZIMUTH MARK IS ON THE SOUTHEAST END OF THE SAME RIDGE
 HL0531'THE STATION IS ON.  TO REACH FROM THE STATION, FOLLOW THE
 HL0531'SOUTH EDGE OF THE RIDGE EAST FOR 0.15 MILE TO THE MARK.
 HL0531
 HL0531                          STATION RECOVERY (1958)
 HL0531
 HL0531'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958
 HL0531'STATION IS LOCATED 5 MI. E. AND 2 MI. N. FROM THE TOWN OF PAGOSA
 HL0531'SPRINGS, COLORADO, 1.25 MI. NW. FROM HOTT RANCH HOUSE, ON HIGHEST
 HL0531'POINT OF BOAR WALLOW MTN., IN SE. 1/4 SEC. 2, T 35 N, R 1 W.
 HL0531'
 HL0531'STATION MARK--STANDARD USGS TABLET, SET IN LARGE BOULDER, STAMPED
 HL0531'---HOTT 1946---.
 HL0531'
 HL0531'REFERENCE MARK--STANDARD REFERENCE TABLET, SET IN ROCK 23.60 FT.
 HL0531'DISTANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0449 ***********************************************************************
 KJ0449  DESIGNATION -  HOUSE
 KJ0449  PID         -  KJ0449
 KJ0449  STATE/COUNTY-  CO/KIT CARSON
 KJ0449  USGS QUAD   -  SOUTH OF SEIBERT (1969)
 KJ0449
 KJ0449                         *CURRENT SURVEY CONTROL
 KJ0449  ___________________________________________________________________
 KJ0449* NAD 83(1992)-  39 13 59.48790(N)    102 52 28.20113(W)     ADJUSTED  
 KJ0449* NAVD 88     -      1455.6    (meters)    4776.     (feet)  GPS OBS   
 KJ0449  ___________________________________________________________________
 KJ0449  X           -  -1,102,518.307 (meters)                     COMP
 KJ0449  Y           -  -4,823,711.861 (meters)                     COMP
 KJ0449  Z           -   4,013,309.672 (meters)                     COMP
 KJ0449  LAPLACE CORR-          -4.89  (seconds)                    DEFLEC99
 KJ0449  ELLIP HEIGHT-        1433.79  (meters)          (12/03/02) GPS OBS
 KJ0449  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 KJ0449
 KJ0449  HORZ ORDER  -  FIRST
 KJ0449  ELLP ORDER  -  FOURTH    CLASS II
 KJ0449
 KJ0449.The horizontal coordinates were established by GPS observations
 KJ0449.and adjusted by the National Geodetic Survey in December 1998..
 KJ0449
 KJ0449.The orthometric height was determined by GPS observations and a
 KJ0449.high-resolution geoid model.
 KJ0449
 KJ0449.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KJ0449
 KJ0449.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0449
 KJ0449.The ellipsoidal height was determined by GPS observations
 KJ0449.and is referenced to NAD 83.
 KJ0449
 KJ0449.The geoid height was determined by GEOID03.
 KJ0449
 KJ0449;                    North         East     Units Scale Factor Converg.
 KJ0449;SPC CO C     -   463,470.784 1,141,045.509   MT  0.99993856   +1 39 21.2
 KJ0449;SPC CO C     - 1,520,570.40  3,743,580.14   sFT  0.99993856   +1 39 21.2
 KJ0449;UTM  13      - 4,344,807.302   683,453.592   MT  1.00001441   +1 20 40.9
 KJ0449
 KJ0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0449!SPC CO C     -   0.99977510  x   0.99993856  =   0.99971367
 KJ0449!UTM  13      -   0.99977510  x   1.00001441  =   0.99978951
 KJ0449
 KJ0449|---------------------------------------------------------------------|
 KJ0449| PID    Reference Object                     Distance      Geod. Az  |
 KJ0449|                                                           dddmmss.s |
 KJ0449| CP8265 HOUSE RM 2                           12.552 METERS 00126     |
 KJ0449| CP8263 HOUSE AZ MK                                        0013955.5 |
 KJ0449| CP8264 HOUSE RM 1                           13.488 METERS 26423     |
 KJ0449|---------------------------------------------------------------------|
 KJ0449
 KJ0449                          SUPERSEDED SURVEY CONTROL
 KJ0449
 KJ0449  ELLIP H (12/14/98) 1433.75   (m)                       GP(       ) 4 2
 KJ0449  NAD 83(1992)-  39 13 59.48803(N)    102 52 28.20003(W) AD(       ) 1
 KJ0449  ELLIP H (05/23/95) 1433.78   (m)                       GP(       ) 3 1
 KJ0449  NAD 83(1992)-  39 13 59.48960(N)    102 52 28.20116(W) AD(       ) 2
 KJ0449  NAD 83(1986)-  39 13 59.48261(N)    102 52 28.19847(W) AD(       ) 2
 KJ0449  NAD 27      -  39 13 59.50502(N)    102 52 26.44724(W) AD(       ) 2
 KJ0449
 KJ0449.Superseded values are not recommended for survey control.
 KJ0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0449.See file dsdata.txt to determine how the superseded data were derived.
 KJ0449
 KJ0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD8345444807(NAD 83)
 KJ0449_MARKER: DS = TRIANGULATION STATION DISK
 KJ0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0449_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KJ0449_STAMPING: HOUSE 1968
 KJ0449_MARK LOGO: CGS   
 KJ0449_PROJECTION: FLUSH
 KJ0449_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KJ0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0449+STABILITY: SURFACE MOTION
 KJ0449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0449+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1998
 KJ0449
 KJ0449  HISTORY     - Date     Condition        Report By
 KJ0449  HISTORY     - 1968     MONUMENTED       CGS
 KJ0449  HISTORY     - 19930720 GOOD             CODH
 KJ0449  HISTORY     - 19960129 GOOD             CODOT
 KJ0449  HISTORY     - 19980624 GOOD             CODOT
 KJ0449
 KJ0449                          STATION DESCRIPTION
 KJ0449
 KJ0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KJ0449'THE STATION IS LOCATED ABOUT 4-1/4 MILES SOUTH OF SIEBERT, 8-1/2
 KJ0449'MILES SOUTHWEST OF VONA AND IN THE SOUTHEAST 1/4 OF SEC. 9, T. 9
 KJ0449'S., R. 49 W. AND ON STATE ROAD RIGHT-OF-WAY.
 KJ0449'
 KJ0449'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND
 KJ0449'STATE HIGHWAY 59 IN SEIBERT GO SOUTH ON STATE HIGHWAY 59 FOR 4.1
 KJ0449'MILES TO A CROSSROAD AND THE AZIMUTH MARK IN THE SOUTHEAST ANGLE
 KJ0449'OF THE INTERSECTION.  CONTINUE SOUTH ON STATE HIGHWAY 59 FOR 0.7
 KJ0449'MILE TO THE TOP OF THE HILL AND THE STATION ON THE RIGHT.
 KJ0449'
 KJ0449'THE STATION MARK IS A STANDARD DISK STAMPED HOUSE 1968, SET IN
 KJ0449'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 KJ0449'WITH THE GROUND SURFACE.  IT IS 42 FEET WEST OF THE CENTER OF
 KJ0449'STATE HIGHWAY 59, 41.3 FEET SOUTH OF A TELEPHONE POLE AND 4.8 FEET
 KJ0449'SOUTH-SOUTHEAST OF A FENCE CORNER AND A METAL WITNESS POST.
 KJ0449'
 KJ0449'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HOUSE NO 1 1968, SET
 KJ0449'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 KJ0449'FLUSH WITH THE GROUND SURFACE.  IT IS 43.8 FEET WEST OF THE FENCE
 KJ0449'CORNER AND THE METAL WITNESS POST AND 1 FOOT SOUTH OF A WIRE
 KJ0449'FENCE.
 KJ0449'
 KJ0449'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HOUSE NO 2 1968, SET
 KJ0449'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 KJ0449'FLUSH WITH THE GROUND SURFACE.  IT IS 41 FEET WEST OF THE CENTER
 KJ0449'OF STATE HIGHWAY 59, 36.8 FEET NORTH OF THE FENCE CORNER AND THE
 KJ0449'METAL WITNESS POST AND 1.7 FEET EAST OF THE TELEPHONE POLE.
 KJ0449'
 KJ0449'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HOUSE 1968, SET IN
 KJ0449'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 KJ0449'WITH THE GROUND SURFACE.  IT IS 41 FEET EAST OF THE CENTER OF
 KJ0449'STATE HIGHWAY 59, 40 FEET SOUTH OF THE CENTER OF A GRAVELED ROAD,
 KJ0449'2.3 FEET NORTHWEST OF A METAL WITNESS POST AND 2 FEET WEST OF A
 KJ0449'POWER POLE.
 KJ0449'
 KJ0449'NO MEASUREMENTS BETWEEN R. M. 1 AND R. M. 2 BECAUSE OF BRUSH ON
 KJ0449'LINE.
 KJ0449'
 KJ0449'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 KJ0449
 KJ0449                          STATION RECOVERY (1993)
 KJ0449
 KJ0449'RECOVERY NOTE BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1993 (JPC)
 KJ0449'THE STATION IS LOCATED ABOUT 5 MILES (8.0 KM) SOUTH OF SEIBERT ON
 KJ0449'STATE HIGHWAY 59, IN THE EAST CENTER OF SECTION 28, T 9 S, R 49 W, AT
 KJ0449'STATE HIGHWAY 59 MILEPOST 36.2.  OWNERSHIP--COLORADO DEPARTMENT OF
 KJ0449'TRANSPORTATION. TO REACH THE STATION FROM THE CENTER OF THE OVERPASS
 KJ0449'OF STATE HIGHWAY 59 OVER INTERSTATE 70 SOUTH OF SEIBERT, GO SOUTH ON
 KJ0449'STATE HIGHWAY 59 4.2 MI (6.8 KM) TO THE STATION ON THE RIGHT. THE
 KJ0449'STATION MARK IS A BRASS DISK IN A CONCRETE POST FLUSH WITH THE GROUND.
 KJ0449'IT IS 42.9 FT (13.1 M) WEST OF THE CENTERLINE OF STATE HIGHWAY 59, 230
 KJ0449'FT (70.1 M) NORTH OF A WAGON WHEEL GATE FOR A DRIVEWAY TO A FARM
 KJ0449'HOUSE, 0.6 FT (18.3 CM) EAST OF A FIBERGLASS WITNESS POST AND FENCE,
 KJ0449'AND 0.55 FT (16.76 CM) NORTH OF A METAL NGS WITNESS SIGN AND POST.
 KJ0449
 KJ0449                          STATION RECOVERY (1996)
 KJ0449
 KJ0449'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (KAW)
 KJ0449'RECOVERED AS DESCRIBED.
 KJ0449
 KJ0449                          STATION RECOVERY (1998)
 KJ0449
 KJ0449'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (KAW)
 KJ0449'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0519 ***********************************************************************
 LK0519  DESIGNATION -  HOUSE
 LK0519  PID         -  LK0519
 LK0519  STATE/COUNTY-  CO/SEDGWICK
 LK0519  USGS QUAD   -  OVID (1984)
 LK0519
 LK0519                         *CURRENT SURVEY CONTROL
 LK0519  ___________________________________________________________________
 LK0519* NAD 83(1992)-  40 52 44.71258(N)    102 29 28.26172(W)     ADJUSTED  
 LK0519* NAVD 88     -      1215.     (meters)    3986.     (feet)  SCALED    
 LK0519  ___________________________________________________________________
 LK0519  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 LK0519  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 LK0519
 LK0519  HORZ ORDER  -  SECOND
 LK0519
 LK0519.The horizontal coordinates were established by classical geodetic methods
 LK0519.and adjusted by the National Geodetic Survey in January 1993..
 LK0519
 LK0519.The orthometric height was scaled from a topographic map.
 LK0519
 LK0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0519
 LK0519.The geoid height was determined by GEOID03.
 LK0519
 LK0519;                    North         East     Units Scale Factor Converg.
 LK0519;SPC CO N     -   480,736.521 1,167,966.823   MT  1.00001694   +1 56 38.7
 LK0519;SPC CO N     - 1,577,216.40  3,831,904.49   sFT  1.00001694   +1 56 38.7
 LK0519;UTM  13      - 4,528,364.656   711,390.212   MT  1.00015003   +1 38 33.1
 LK0519
 LK0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0519!SPC CO N     -   0.99981254  x   1.00001694  =   0.99982947
 LK0519!UTM  13      -   0.99981254  x   1.00015003  =   0.99996254
 LK0519
 LK0519|---------------------------------------------------------------------|
 LK0519| PID    Reference Object                     Distance      Geod. Az  |
 LK0519|                                                           dddmmss.s |
 LK0519| CP8268 HOUSE RM 2                                         00113     |
 LK0519| LK0516 OVID MUNICIPAL TANK                 APPROX.13.1 KM 0433514.5 |
 LK0519| CP8266 HOUSE AZ MK                                        2011733.4 |
 LK0519| CP8267 HOUSE RM 1                                         26420     |
 LK0519| LK0577 SEDGEWICK MUNICIPAL TANK            APPROX. 7.1 KM 3361000.7 |
 LK0519|---------------------------------------------------------------------|
 LK0519
 LK0519                          SUPERSEDED SURVEY CONTROL
 LK0519
 LK0519  NAD 83(1986)-  40 52 44.71105(N)    102 29 28.26117(W) AD(       ) 2
 LK0519  NAD 27      -  40 52 44.73300(N)    102 29 26.58810(W) AD(       ) 2
 LK0519
 LK0519.Superseded values are not recommended for survey control.
 LK0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0519.See file dsdata.txt to determine how the superseded data were derived.
 LK0519
 LK0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF1139028365(NAD 83)
 LK0519_MARKER: DB = BENCH MARK DISK
 LK0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0519
 LK0519  HISTORY     - Date     Condition        Report By
 LK0519  HISTORY     - 1949     MONUMENTED       USGS
 LK0519  HISTORY     - 1963     GOOD             USGS
 LK0519  HISTORY     - 1971     GOOD             USGS
 LK0519
 LK0519                          STATION DESCRIPTION
 LK0519
 LK0519'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (DJF)
 LK0519'THE STATION IS LOCATED IN PASTURE LAND, OWNED BY MR. L.B.
 LK0519'MUNSON, ON THE HIGHEST POINT IN THE VICINITY ABOUT 8 MILES
 LK0519'SOUTHWEST OF OVID, 5 MILES SOUTH-SOUTHEAST OF SEDGWICK, 4
 LK0519'MILES SOUTH OF THE SOUTH PLATTE RIVER AND 0.15 MILE WEST-NORTHWEST
 LK0519'OF A DESERTED FARM RESIDENCE.
 LK0519'
 LK0519'TO REACH THE STATION FROM THE POST OFFICE IN SEDGWICK, DRIVE
 LK0519'SOUTH FOR 0.03 MILE TO THE JUNCTION OF U.S. HIGHWAY 138.  TURN
 LK0519'LEFT AND DRIVE EAST ON U.S. HIGHWAY 138 FOR 0.3 MILE TO A
 LK0519'CROSSROAD.  TURN RIGHT AND DRIVE SOUTH ON A PAVED ROAD FOR
 LK0519'4.8 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND DRIVE EAST
 LK0519'ON A GRAVELED ROAD FOR 1.0 MILE TO THE AZIMUTH MARK ON THE
 LK0519'NORTH SIDE OF THE ROAD AND A USGS MARK ON THE SOUTH SIDE OF THE
 LK0519'ROAD.  CONTINUE EAST ON THE GRAVELED ROAD FOR 0.55 MILE TO
 LK0519'A SIDE ROAD LEFT.  TURN LEFT AND DRIVE NORTH ON A FIELD ROAD
 LK0519'FOR 0.5 MILE TO A WIRE GATE IN AN EAST-WEST FENCE.  PASS
 LK0519'THROUGH THE WIRE GATE AND CONTINUE NORTH ON A TRACK ROAD
 LK0519'FOR 0.3 MILE TO A WIRE GATE AT THE SOUTHWEST CORNER OF A
 LK0519'FENCED ENCLOSURE AROUND AN ABANDONED FARM RESIDENCE.
 LK0519'PASS THROUGH THE WIRE GATE AND DRIVE WEST-NORTHWEST FOR
 LK0519'0.15 MILE TO THE HIGHEST POINT IN THE PASTURE AND THE
 LK0519'STATION.
 LK0519'
 LK0519'THE STATION IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 LK0519'STAMPED VABM HOUSE 3986 FEET 1949, SET IN THE TOP OF A 7-INCH
 LK0519'SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES ABOVE
 LK0519'THE GROUND SURFACE.
 LK0519'
 LK0519'REFERENCE MARK 1 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 LK0519'DISK, STAMPED HOUSE NO 1 1949, SET IN THE TOP OF A 7-INCH
 LK0519'SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 6 INCHES ABOVE
 LK0519'THE GROUND SURFACE.
 LK0519'
 LK0519'REFERENCE MARK 2 IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 LK0519'DISK, STAMPED HOUSE NO 2 1949, SET IN THE TOP OF A 7-INCH
 LK0519'SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 5 INCHES ABOVE
 LK0519'THE GROUND SURFACE.
 LK0519'
 LK0519'THE U.S. GEOLOGICAL SURVEY BENCH MARK THAT IS SOUTHEAST OF THE
 LK0519'AZIMUTH MARK IS STAMPED 1949 3977 FEET 28 HA.  THE DISK IS
 LK0519'SET IN THE TOP OF A 8-INCH SQUARE CONCRETE MONUMENT WHICH
 LK0519'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 31.0
 LK0519'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 17.0 FEET EAST
 LK0519'OF A TELEPHONE POLE AND 1.0 FOOT WEST-NORTHWEST OF A METAL
 LK0519'WITNESS POST.
 LK0519'
 LK0519'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HOUSE U.S.G.S.
 LK0519'1963, SET IN THE TOP OF A CYLINDRICAL CONCRETE MONUMENT WHICH
 LK0519'IS 10 INCHES IN DIAMETER AND PROJECTS ABOUT 3 INCHES ABOVE
 LK0519'THE GROUND SURFACE.  IT IS 33.0 FEET NORTH OF THE CENTER OF
 LK0519'A GRAVELED ROAD, 2.0 FEET SOUTH OF A FENCE CORNER POST AND
 LK0519'2.0 FEET EAST OF A METAL WITNESS POST WITH A SIGN ATTACHED.
 LK0519
 LK0519                          STATION RECOVERY (1971)
 LK0519
 LK0519'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (EEM)
 LK0519'THIS STATION WAS NOT OCCUPIED, THUS DISTANCES AND DIRECTIONS
 LK0519'TO THE REFERENCE MARKS WERE NOT REMEASURED.
 LK0519'
 LK0519'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 LK0519'
 LK0519'THE STATION AND REFERENCE MARKS ARE STANDARD USGS BRASS
 LK0519'TABLETS, SET IN CONCRETE POSTS, PROJECTING 0.5 FEET ABOVE GROUND.
 LK0519'
 LK0519'STATION MARK--TABLET STAMPED, HOUSE VABM 3986 1949.  IT IS 10
 LK0519'FEET EAST OF A USC AND GS WITNESS SIGN MOUNTED ON A METAL
 LK0519'POST.
 LK0519'
 LK0519'REFERENCE MARK NO. 1--TABLET STAMPED, HOUSE NO. 1 1949.
 LK0519'
 LK0519'REFERENCE MARK NO. 2--TABLET STAMPED, HOUSE NO. 2 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5218 ***********************************************************************
 AA5218  DESIGNATION -  HOWDY
 AA5218  PID         -  AA5218
 AA5218  STATE/COUNTY-  CO/LINCOLN
 AA5218  USGS QUAD   -  GENOA WEST (1980)
 AA5218
 AA5218                         *CURRENT SURVEY CONTROL
 AA5218  ___________________________________________________________________
 AA5218* NAD 83(1992)-  39 15 57.17660(N)    103 35 49.10871(W)     ADJUSTED  
 AA5218* NAVD 88     -      1661.6    (meters)    5451.     (feet)  GPS OBS   
 AA5218  ___________________________________________________________________
 AA5218  X           -  -1,162,751.776 (meters)                     COMP
 AA5218  Y           -  -4,807,350.431 (meters)                     COMP
 AA5218  Z           -   4,016,252.455 (meters)                     COMP
 AA5218  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 AA5218  ELLIP HEIGHT-        1641.64  (meters)          (12/03/02) GPS OBS
 AA5218  GEOID HEIGHT-         -19.95  (meters)                     GEOID03
 AA5218
 AA5218  HORZ ORDER  -  FIRST
 AA5218  ELLP ORDER  -  FOURTH    CLASS II
 AA5218
 AA5218.The horizontal coordinates were established by GPS observations
 AA5218.and adjusted by the National Geodetic Survey in March 1995..
 AA5218
 AA5218.The orthometric height was determined by GPS observations and a
 AA5218.high-resolution geoid model.
 AA5218
 AA5218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5218
 AA5218.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5218
 AA5218.The ellipsoidal height was determined by GPS observations
 AA5218.and is referenced to NAD 83.
 AA5218
 AA5218.The geoid height was determined by GEOID03.
 AA5218
 AA5218;                    North         East     Units Scale Factor Converg.
 AA5218;SPC CO C     -   465,544.674 1,078,613.460   MT  0.99994004   +1 12 00.8
 AA5218;SPC CO C     - 1,527,374.48  3,538,750.99   sFT  0.99994004   +1 12 00.8
 AA5218;UTM  13      - 4,347,220.565   621,036.859   MT  0.99978038   +0 53 17.2
 AA5218
 AA5218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5218!SPC CO C     -   0.99974251  x   0.99994004  =   0.99968256
 AA5218!UTM  13      -   0.99974251  x   0.99978038  =   0.99952294
 AA5218
 AA5218                          SUPERSEDED SURVEY CONTROL
 AA5218
 AA5218  ELLIP H (03/31/95) 1641.65   (m)                       GP(       ) 3 2
 AA5218
 AA5218.Superseded values are not recommended for survey control.
 AA5218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5218.See file dsdata.txt to determine how the superseded data were derived.
 AA5218
 AA5218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD2103747221(NAD 83)
 AA5218_MARKER: I = METAL ROD
 AA5218_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA5218_STAMPING: HOWDY 1992
 AA5218_MARK LOGO: NGS   
 AA5218_PROJECTION: FLUSH
 AA5218_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA5218+STABILITY: POSITION/ELEVATION WELL
 AA5218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5218+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1993
 AA5218_ROD/PIPE-DEPTH: 2.4  meters
 AA5218_SLEEVE-DEPTH  : .9 meters
 AA5218
 AA5218  HISTORY     - Date     Condition        Report By
 AA5218  HISTORY     - 1992     MONUMENTED       NGS
 AA5218  HISTORY     - 19930306 GOOD             CODOT
 AA5218
 AA5218                          STATION DESCRIPTION
 AA5218
 AA5218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RSC)
 AA5218'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) EAST OF LIMON ALONG
 AA5218'INTERSTATE 70, IN THE NORTHWEST 1/4 OF SECTION 18, T 9 S, R 55 W, AT
 AA5218'INTERSTATE 70 MILEPOST 365.75. OWNERSHIP--COLORADO DEPARTMENT OF
 AA5218'TRANSPORTATION.
 AA5218' 
 AA5218'TO REACH THE STATION FROM THE EAST JUNCTION OF U.S. HIGHWAYS 24, 40,
 AA5218'287, AND INTERSTATE 70, GO EAST ON INTERSTATE 70 FOR 2.65 MI (4.26 KM)
 AA5218'TO THE STATION ON THE RIGHT.
 AA5218' 
 AA5218'THE STATION IS A PUNCH MARK IN THE TOP CENTER OF A STEEL ROD IN A PVC
 AA5218'PIPE WITH A LOGO CAP SET IN A CONCRETE SLEEVE SET FLUSH WITH THE
 AA5218'GROUND.  IT IS 181.0 FT (55.2 M) SOUTH OF THE WHITE SKIP LINE IN THE
 AA5218'EAST BOUND LANES OF INTERSTATE 70, 169.3 FT (51.6 M) SOUTH OF THE
 AA5218'SOLID WHITE LANE LINE ALONG THE EAST BOUND LANES OF INTERSTATE 70,
 AA5218'94.7 FT (28.9 M) SOUTH OF THE CENTERLINE OF THE DIRT FRONTAGE ROAD OF
 AA5218'INTERSTATE 70, 5.9 FT (1.8 M) NORTH OF THE SOUTH RIGHT-OF-WAY FENCE OF
 AA5218'INTERSTATE 70, 118.0 FT (36.0 M) WEST OF A POWER POLE, 112.3 FT (34.2
 AA5218'M) WEST OF A PHONE RISER, 171.6 FT (52.3 M) EAST OF A FENCE
 AA5218'INTERSECTION, 173.2 FT (52.8 M) EAST OF A POWER POLE, 2.5 FT (0.8 M)
 AA5218'WEST OF A FIBERGLASS WITNESS POST, AND 2.5 FT (0.8 M) EAST OF A
 AA5218'FIBERGLASS WITNESS POST.
 AA5218
 AA5218                          STATION RECOVERY (1993)
 AA5218
 AA5218'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1993 (KAW)
 AA5218'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4293 ***********************************************************************
 AE4293  DESIGNATION -  HOWELLS
 AE4293  PID         -  AE4293
 AE4293  STATE/COUNTY-  CO/EL PASO
 AE4293  USGS QUAD   -  ELSMERE (1994)
 AE4293
 AE4293                         *CURRENT SURVEY CONTROL
 AE4293  ___________________________________________________________________
 AE4293* NAD 83(1992)-  38 45 56.90539(N)    104 42 07.89924(W)     ADJUSTED  
 AE4293* NAVD 88     -      1808.8    (meters)    5934.     (feet)  GPS OBS   
 AE4293  ___________________________________________________________________
 AE4293  X           -  -1,264,163.961 (meters)                     COMP
 AE4293  Y           -  -4,817,954.679 (meters)                     COMP
 AE4293  Z           -   3,973,200.398 (meters)                     COMP
 AE4293  LAPLACE CORR-          -9.98  (seconds)                    DEFLEC99
 AE4293  ELLIP HEIGHT-        1790.98  (meters)          (12/03/02) GPS OBS
 AE4293  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 AE4293
 AE4293  HORZ ORDER  -  FIRST
 AE4293  ELLP ORDER  -  FOURTH    CLASS II
 AE4293
 AE4293.The horizontal coordinates were established by GPS observations
 AE4293.and adjusted by the National Geodetic Survey in October 1997..
 AE4293
 AE4293.The orthometric height was determined by GPS observations and a
 AE4293.high-resolution geoid model.
 AE4293
 AE4293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4293
 AE4293.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4293
 AE4293.The ellipsoidal height was determined by GPS observations
 AE4293.and is referenced to NAD 83.
 AE4293
 AE4293.The geoid height was determined by GEOID03.
 AE4293
 AE4293;                    North         East     Units Scale Factor Converg.
 AE4293;SPC CO C     -   408,616.189   983,735.964   MT  0.99995293   +0 30 11.4
 AE4293;SPC CO C     - 1,340,601.61  3,227,473.74   sFT  0.99995293   +0 30 11.4
 AE4293;UTM  13      - 4,290,830.563   525,872.342   MT  0.99960824   +0 11 11.3
 AE4293
 AE4293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4293!SPC CO C     -   0.99971907  x   0.99995293  =   0.99967202
 AE4293!UTM  13      -   0.99971907  x   0.99960824  =   0.99932742
 AE4293
 AE4293                          SUPERSEDED SURVEY CONTROL
 AE4293
 AE4293  ELLIP H (10/31/97) 1790.97   (m)                       GP(       ) 4 1
 AE4293
 AE4293.Superseded values are not recommended for survey control.
 AE4293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4293.See file dsdata.txt to determine how the superseded data were derived.
 AE4293
 AE4293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC2587290831(NAD 83)
 AE4293_MARKER: DH = HORIZONTAL CONTROL DISK
 AE4293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4293_STAMPING: HOWELLS 1996
 AE4293_MARK LOGO: NGS   
 AE4293_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE4293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4293+STABILITY: SURFACE MOTION
 AE4293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4293+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4293
 AE4293  HISTORY     - Date     Condition        Report By
 AE4293  HISTORY     - 1996     MONUMENTED       NGS
 AE4293
 AE4293                          STATION DESCRIPTION
 AE4293
 AE4293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE4293'THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) NORTH OF FOUNTAIN, 7 MI
 AE4293'(11.3 KM) SOUTHEAST OF COLORADO SPRINGS AND 2 MI (3.2 KM) SOUTH OF THE
 AE4293'MUNICIPAL AIRPORT, NE 1/4 OF SECTION 7, T 15 S, R 65 W.
 AE4293'OWNERSHIP--CITY ROAD RIGHT-OF-WAY  TO REACH THE STATION FROM THE
 AE4293'INTERSECTION OF MARKSHEFFEL ROAD AND BRADLEY ROAD IN SOUTHERN COLORADO
 AE4293'SPRINGS, GO WEST ON BRADLEY ROAD FOR 1.25 MI (2.01 KM) TO THE
 AE4293'INTERSECTION OF POWERS BLVD.  TURN RIGHT, NORTH, THAN WEST, ON POWERS
 AE4293'BLVD.  FOR 0.25 MI (0.40 KM) TO THE STATION ON THE LEFT, SOUTH SIDE OF
 AE4293'THE ROAD  THE MARK IS A STANDARD DISK SET IN THE TOP OF A 50 CM ROUND
 AE4293'CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 27.45 M (90.06 FT) SOUTH
 AE4293'FROM THE CENTER LINE OF THE EASTBOUND LANES, 21.2 M (69.6 FT)
 AE4293'SOUTHEAST FROM THE EASTERN END OF THE GUARD RAIL, 0.5 M (1.6 FT)
 AE4293'WEST-SOUTHWEST FROM A WITNESS POST, 0.5 M (1.6 FT) NORTH FROM A FENCE
 AE4293'AND ABOUT 60 CM BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1332 ***********************************************************************
 LL1332  DESIGNATION -  HOWRICH
 LL1332  PID         -  LL1332
 LL1332  STATE/COUNTY-  CO/BOULDER
 LL1332  USGS QUAD   -  GOLD HILL (1978)
 LL1332
 LL1332                         *CURRENT SURVEY CONTROL
 LL1332  ___________________________________________________________________
 LL1332* NAD 83(1992)-  40 06 19.16564(N)    105 28 05.63431(W)     ADJUSTED  
 LL1332* NAVD 88     -      2739.5    (meters)    8988.     (feet)  GPS OBS   
 LL1332  ___________________________________________________________________
 LL1332  X           -  -1,303,453.885 (meters)                     COMP
 LL1332  Y           -  -4,710,242.864 (meters)                     COMP
 LL1332  Z           -   4,088,693.337 (meters)                     COMP
 LL1332  LAPLACE CORR-         -22.17  (seconds)                    DEFLEC99
 LL1332  ELLIP HEIGHT-        2725.92  (meters)          (12/03/02) GPS OBS
 LL1332  GEOID HEIGHT-         -13.51  (meters)                     GEOID03
 LL1332
 LL1332  HORZ ORDER  -  FIRST
 LL1332  ELLP ORDER  -  FOURTH    CLASS II
 LL1332
 LL1332.The horizontal coordinates were established by GPS observations
 LL1332.and adjusted by the National Geodetic Survey in February 2000..
 LL1332
 LL1332.The orthometric height was determined by GPS observations and a
 LL1332.high-resolution geoid model.
 LL1332
 LL1332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1332
 LL1332.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1332
 LL1332.The ellipsoidal height was determined by GPS observations
 LL1332.and is referenced to NAD 83.
 LL1332
 LL1332.The geoid height was determined by GEOID03.
 LL1332
 LL1332;                    North         East     Units Scale Factor Converg.
 LL1332;SPC CO N     -   390,515.218   917,110.361   MT  0.99996005   +0 01 13.9
 LL1332;SPC CO N     - 1,281,215.34  3,008,886.24   sFT  0.99996005   +0 01 13.9
 LL1332;UTM  13      - 4,439,552.281   460,093.276   MT  0.99961960   -0 18 05.9
 LL1332
 LL1332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1332!SPC CO N     -   0.99957255  x   0.99996005  =   0.99953262
 LL1332!UTM  13      -   0.99957255  x   0.99961960  =   0.99919231
 LL1332
 LL1332|---------------------------------------------------------------------|
 LL1332| PID    Reference Object                     Distance      Geod. Az  |
 LL1332|                                                           dddmmss.s |
 LL1332| CP8274 HOWRICH RM 2                          6.017 METERS 09640     |
 LL1332| LL1355 CLIMBERS                            APPROX.18.2 KM 2382928.6 |
 LL1332| CP8272 HOWRICH AZ MK                                      2640507.3 |
 LL1332| LL1334 HOWRICH AZ MK 2                     245.873 METERS 27514     |
 LL1332| CP8273 HOWRICH RM 1                         21.545 METERS 33136     |
 LL1332|---------------------------------------------------------------------|
 LL1332
 LL1332                          SUPERSEDED SURVEY CONTROL
 LL1332
 LL1332  ELLIP H (02/17/00) 2725.94   (m)                       GP(       ) 4 2
 LL1332  NAD 83(1992)-  40 06 19.16439(N)    105 28 05.63724(W) AD(       ) 1
 LL1332  ELLIP H (01/07/93) 2726.01   (m)                       GP(       ) 4 2
 LL1332  NAD 83(1986)-  40 06 19.15847(N)    105 28 05.63075(W) AD(       ) 1
 LL1332  NAD 83(1986)-  40 06 19.15470(N)    105 28 05.62774(W) AD(       ) 2
 LL1332  NAD 27      -  40 06 19.20773(N)    105 28 03.63794(W) AD(       ) 1
 LL1332  NGVD 29 (04/21/89) 2738.0    (m)         8983.     (f) GPS OBS        
 LL1332
 LL1332.Superseded values are not recommended for survey control.
 LL1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1332.See file dsdata.txt to determine how the superseded data were derived.
 LL1332
 LL1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE6009339552(NAD 83)
 LL1332_MARKER: DS = TRIANGULATION STATION DISK
 LL1332_SETTING: 80 = SET IN A BOULDER
 LL1332_SP_SET: IN DRILL HOLE IN P. E. BOULDER
 LL1332_STAMPING: HOWRICH 1939
 LL1332_MARK LOGO: CGS   
 LL1332_MAGNETIC: N = NO MAGNETIC MATERIAL
 LL1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1332+STABILITY: SURFACE MOTION
 LL1332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1332+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2005
 LL1332
 LL1332  HISTORY     - Date     Condition        Report By
 LL1332  HISTORY     - 1939     MONUMENTED       CGS
 LL1332  HISTORY     - 1939     GOOD             CGS
 LL1332  HISTORY     - 1979     GOOD             NGS
 LL1332  HISTORY     - 1986     GOOD             NGS
 LL1332  HISTORY     - 19880608 GOOD             NGS
 LL1332  HISTORY     - 19950912 GOOD             USPSQD
 LL1332  HISTORY     - 19981104 GOOD             NGS
 LL1332  HISTORY     - 20010331 GOOD             NGS
 LL1332  HISTORY     - 20050914 GOOD             USPSQD
 LL1332
 LL1332                          STATION DESCRIPTION
 LL1332
 LL1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ)
 LL1332'ABOUT 13 MILES NORTH OF NEDERLAND, COLORADO, DIRECTLY TO THE
 LL1332'FRONT OF THE LODGE OF PINES LODGE, WHICH IS OWNED BY MRS.
 LL1332'JARVIS RICHARDS AND MISS EDNA HOWARD.  THE STATION IS NOT
 LL1332'LOCATED AS CALLED FOR BY THE RECONNAISANCE PARTY, HAVING
 LL1332'BEEN MOVED ABOUT 0.6 MILE NORTH-EASTERLY AND ABOUT 500 FEET
 LL1332'HIGHER IN ELEVATION, BY THE OBSERVING PARTY IN ORDER TO SEE
 LL1332'TO CLIMBERS.  NEW LOCATION WILL SEE OUT TO THE EAST.
 LL1332'
 LL1332'TO REACH FROM NEDERLAND, GO NORTH ON COLORADO HIGHWAY 160
 LL1332'TO 3.3 MILES BEYOND ART LEES STORE IN THE SETTLEMENT OF WARD,
 LL1332'COLORADO, TURN RIGHT UNDER POLE ARCH UNDER SIGN LODGE OF PINES,
 LL1332'AND GO 0.8 MILE TO THE LODGE.  STATION IS LOCATED ABOUT 100
 LL1332'PACES TO THE WEST AND IN FRONT OF THE LODGE.
 LL1332'
 LL1332'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN A BOULDER.
 LL1332'
 LL1332'THE STATION AND REFERENCE MARKS ARE LOCATED IN NATURALLY
 LL1332'LOCATED BOULDERS.
 LL1332'
 LL1332'THE AZIMUTH MARK IS LOCATED ABOUT 0.25 MILE DISTANT AND
 LL1332'ACROSS THE LAKE, IN A NATURALLY LOCATED BOULDER, ABOUT 15 PACES
 LL1332'WEST OF THE NORTHWEST EDGE OF THE LAKE, AND ON THE RIGHT HAND
 LL1332'SIDE OF A DIM ROAD LEADING TO A CABIN A SHORT DISTANCE ABOVE,
 LL1332'AND ON THE TIMBERS EDGE.
 LL1332'
 LL1332'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 LL1332
 LL1332                          STATION RECOVERY (1939)
 LL1332
 LL1332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 LL1332'RECOVERED IN GOOD CONDITION.
 LL1332
 LL1332                          STATION RECOVERY (1979)
 LL1332
 LL1332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LL1332'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 LL1332'CONDITION, THE AZIMUTH MARK WAS NOT FOUND, DISTANCE TO REFERENCE MARKS
 LL1332'CHECKED PREVIOUS DATA ADEQUATELY BUT THE HORIZONTAL ANGLE BETWEEN
 LL1332'THE MARKS DID NOT CHECK BY 7 MINUTES, A NEW AZIMUTH MARK WAS
 LL1332'ESTABLISHED AT THIS TIME.  LAND ON WHICH STATION IS ESTABLISHED IS
 LL1332'NOW USED BY THE BOYS SCHOOL OF DENVER COLORADO FOR SUMMER CAMP.
 LL1332'
 LL1332'STATION IS A STANDARD DISK, STAMPED---HOWRICH 1939--- CEMENTED IN A
 LL1332'DRILL HOLE IN THE TOP OF A BOULDER, 138 FEET SOUTH-SOUTHWEST OF THE
 LL1332'SOUTH EDGE OF PORCH OF THE DINING CABIN OF CAMP, IN OPEN AREA.
 LL1332'
 LL1332'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---HOWRICH NO 1 1939---
 LL1332'CEMENTED IN A DRILL HOLE, IN THE TOP OF A BOULDER ABOUT THE SAME
 LL1332'ELEVATION AS STATION MARK.
 LL1332'
 LL1332'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---HOWRICH NO 2 1939---
 LL1332'CEMENTED IN A DRILL HOLE, IN THE TOP OF A BOULDER ABOUT 1 FOOT LOWER
 LL1332'IN ELEVATION THAN STATION MARK.
 LL1332'
 LL1332'AZIMUTH MARK IS A STANDARD DISK, STAMPED---HOWRICH 1939 1979---
 LL1332'CEMENTED IN A DRILL HOLE, IN THE TOP OF A LARGE BOULDER, MARK IS 18
 LL1332'FEET NORTH OF THE APPROXIMATE CENTER OF A DIM TRACK ROAD.
 LL1332'
 LL1332'STATION IS REACHED FROM THE POST OFFICE IN NEDERLAND.  GO NORTHERLY
 LL1332'ON STATE HIGHWAY 72 FOR 12.05 MILES TO THE COLUMBIA LODGE MONUMENT
 LL1332'ON STATE HIGHWAY 72 FOR 12.05 MILES TO THE COLUMBIA LODGE MONUMENT ON
 LL1332'RIGHT AT WEST EDGE OF THE SMALL SETTLEMENT OF WARD, CONTINUE NORTHERLY
 LL1332'ON HIGHWAY 72 FOR 2.3 MILES TO A GRADED SIDE ROAD ON RIGHT, TURN RIGHT
 LL1332'AND GO EASTERLY ON GRADED ROAD FOR 0.55 MILE TO A GRADED ROAD ON LEFT,
 LL1332'TURN LEFT AND GO NORTHERLY ON ROAD FOR 0.45 MILE TO A FORK, KEEP LEFT
 LL1332'FOR 0.3 MILE TO CAMP GATE, CONTINUE FOR 0.05 MILE TO STATION ON LEFT.
 LL1332
 LL1332                          STATION RECOVERY (1986)
 LL1332
 LL1332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (MCG)
 LL1332'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 LL1332'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK NO 2
 LL1332'WERE RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION IS GIVEN.
 LL1332'ANGLES AND DISTANCES CHECKED WITHIN LIMITS OF THE 1979 WORK EXCEPT
 LL1332'FOR THE DISTANCE BETWEEN REFERENCE MARK 1 AND 2 WHICH WAS JUST OVER
 LL1332'THE LIMIT, 0.011 M DIFFERENCE.
 LL1332'
 LL1332'11.3 KM (7 MI) SOUTHEAST OF ALLENSPARK, 6.4 KM (4 MI) WEST OF
 LL1332'JAMESTOWN AND 4.8 KM (3 MI) NORTHEAST OF WARD.
 LL1332'OWNERSHIP--BOYS CLUB OF DENVER, P.O. BOX 4306, DENVER, CO. 80204.
 LL1332'CARETAKER FOR LODGE OF THE PINES.  TELEPHONE---303-443-7394.
 LL1332'
 LL1332'TO REACH THE STATION FROM THE JUNCTION OF BOULDER COUNTY ROAD 95
 LL1332'AND STATE HIGHWAY 72 AT WARD, GO NORTHEASTERLY ON STATE HIGHWAY 72
 LL1332'FOR 3.7 KM (2.3 MI) TO A SIDE ROAD RIGHT, COUNTY ROAD 103.  TURN
 LL1332'RIGHT, SOUTHEASTERLY ON COUNTY ROAD 103 FOR 0.8 KM (0.5 MI) TO A
 LL1332'SIDE ROAD LEFT.  TURN LEFT, NORTHEASTERLY, ON COUNTY 100 FOR 0.8 KM
 LL1332'(0.5 MI) TO A SIDE ROAD RIGHT, COUNTY ROAD 100  J.  CONTINUE AHEAD
 LL1332'NORTHERLY FOR 0.4 KM (0.25 MI) TO A GATE.  PASS THROUGH THE GATE
 LL1332'AND CONTINUE ON THE MAIN ROAD FOR 0.2 KM (0.1 MI) TO THE STATION
 LL1332'MARK ON THE LEFT.
 LL1332'
 LL1332'THE STATION IS A STANDARD CGS DISK STAMPED---HOWRICH 1939---SET INTO
 LL1332'A PARTIALLY EXPOSED BOULDER OF 0.3 M (1 FT) IN LARGEST DIMENSION
 LL1332'AND THE MARK IS FLUSH WITH THE GROUND.  LOCATED 42.6 M (139.8 FT)
 LL1332'SOUTH-SOUTHWEST FROM THE CENTER OF THE PORCH, 50.5 M (165.7 FT) WEST
 LL1332'FROM THE CENTER OF DIRT ROAD TO THE HOUSE AND 31.2 M (102.4 FT)
 LL1332'NORTH FROM THE CENTER OF A TRACK ROAD.
 LL1332'
 LL1332'REFERENCE MARK NO. 1 IS A STANDARD CGS DISK STAMPED---HOWRICH NO 1
 LL1332'1939---SET INTO A PARTIALLY EXPOSED BOULDER OF 0.3 M (1 FT) IN
 LL1332'LARGEST DIMENSION AND THE MARK PROJECTS ABOUT 2 CM (1-IN) ABOVE THE
 LL1332'GROUND.  LOCATED 64.4 M (211.3 FT) WEST FROM THE CENTER OF A DIRT
 LL1332'ROAD TO THE HOUSE, 49.3 M (161.7 FT) NORTHWEST FROM THE CENTER OF
 LL1332'A TRACK ROAD, 36.1 M (118.4 FT) SOUTHWEST FROM THE CENTER OF THE
 LL1332'PORCH AND LEVEL WITH THE STATION.
 LL1332'
 LL1332'REFERENCE MARK NO. 2 IS A STANDARD CGS DISK
 LL1332'STAMPED---HOWRICH NO 2 1939---,
 LL1332'SET INTO A PARTIALLY EXPOSED BOULDER 0.3 M (1 FT) LARGEST DIMENSION
 LL1332'AND THE DISK IS ABOUT 4 CM (2-IN) ABOVE THE GROUND.
 LL1332'LOCATED 44.6 M (146.3 FT) SOUTH-SOUTHEAST FROM THE CENTER OF THE
 LL1332'PORCH, 40.9 M (134.2 FT) WEST FROM THE CENTER OF THE DIRT ROAD TO
 LL1332'THE HOUSE, 30.8 M (101.0 FT) NORTH FROM THE CENTER OF A DIRT ROAD TO
 LL1332'LAKE AND LEVEL WITH THE STATION.
 LL1332
 LL1332                          STATION RECOVERY (1988)
 LL1332
 LL1332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LL1332'THE STATION IS LOCATED 11.27 KM (7.00 MI) SOUTHEAST OF ALLENPARK, 6.4
 LL1332'KM (4.00 MI) WEST OF JAMESTOWN, AND 4.8 KM (3.00 MI) NORTHEAST OF
 LL1332'WARD.  OWNERSHIP--BOYS CLUB OF DENVER, C/O CARETAKER FOR THE LODGE OF
 LL1332'THE PINES, P.O. BOX 4306, DENVER, COLORADO 80204.  TELEPHONE
 LL1332'303-443-7394.
 LL1332'TO REACH THE STATION FROM THE JUNCTION OF BOULDER COUNTY ROAD 95 AND
 LL1332'STATE HIGHWAY 72 IN WARD, GO NORTHWESTERLY ON STATE HIGHWAY 72 FOR
 LL1332'3.7 KM (2.30 MI) TO A SIDE ROAD RIGHT, COUNTY ROAD 103.  TURN RIGHT,
 LL1332'SOUTHERLY, ON COUNTY ROAD 103 FOR 0.8 KM (0.50 MI) TO A SIDE ROAD
 LL1332'LEFT, COUNTY ROAD 100.  TURN LEFT, NORTHEASTERLY, ON COUNTY ROAD 100
 LL1332'FOR 0.8 KM (0.50 MI) TO A SIDE ROAD RIGHT, COUNTY ROAD 100 J.
 LL1332'CONTINUE AHEAD, NORTHERLY ON COUNTY ROAD 100 FOR 0.4 KM (0.25 MI) TO
 LL1332'A GATE.  CONTINUE AHEAD, PASSING THROUGH THE GATE, ON THE MAIN ROAD
 LL1332'FOR 0.2 KM (0.10 MI) TO THE STATION ON THE LEFT.
 LL1332'THE STATION IS A STANDARD CGS DISK STAMPED---HOWRICH 1939---, SET IN
 LL1332'THE TOP OF A PARTIALLY EXPOSED BOULDER 0.3 M (1.0 FT) AT THE LARGEST
 LL1332'DIMENTION, FLUSH WITH THE GROUND.  LOCATED 42.6 M (139.8 FT)
 LL1332'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF A PORCH, 50.5 M
 LL1332'(165.7 FT) WEST OF THE APPROXIMATE CENTER OF THE ROAD LEADING TO A
 LL1332'HOUSE, AND 31.2 M (102.4 FT) NORTH OF THE APPROXIMATE CENTER OF A
 LL1332'TRACK ROAD.
 LL1332'UT-CO-WY-ID FAA AND VERNAL NCMN, JUNE 1988.
 LL1332'DESCRIBED BY RICHARD S. COHEN.
 LL1332
 LL1332                          STATION RECOVERY (1995)
 LL1332
 LL1332'RECOVERY NOTE BY US POWER SQUADRON 1995
 LL1332'RECOVERED IN GOOD CONDITION.
 LL1332
 LL1332                          STATION RECOVERY (1998)
 LL1332
 LL1332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 LL1332'THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) SOUTHEAST OF ALLENSPARK, 4
 LL1332'MI (6.4 KM) WEST OF JAMESTOWN AND 3 MI (4.8 KM) NORTHEAST OF WARD, IN
 LL1332'THE SOUTHEAST 1/4 OF SECTION 29, T 2 N, R 72 W.  OWNERSHIP--BOYS CLUB
 LL1332'OF DENVER, C/O CARETAKER FOR THE LODGE OF THE PINES, P.O.  BOX 4306,
 LL1332'DENVER, COLORADO 80204.  TELEPHONE--303-443-7394
 LL1332'TO REACH THE STATION FROM THE JUNCTION OF BOULDER COUNTY ROAD 95 AND
 LL1332'STATE HIGHWAY 72 IN WARD, GO NORTHWESTERLY ON STATE HIGHWAY 72 FOR 2.3
 LL1332'MI (3.7 KM) TO A SIDE ROAD RIGHT, COUNTY ROAD 103.  TURN RIGHT,
 LL1332'SOUTHERLY, ON COUNTY ROAD 103 FOR 0.5 MI (0.8 KM) TO A SIDE ROAD LEFT,
 LL1332'COUNTY ROAD 100.  TURN LEFT, NORTHEASTERLY, ON COUNTY ROAD 100 FOR 0.5
 LL1332'MI (0.8 KM) TO A SIDE ROAD RIGHT, COUNTY ROAD 100 J. CONTINUE AHEAD,
 LL1332'NORTHEASTERLY ON COUNTY ROAD 100 FOR 0.25 MI (0.40 KM) TO A GATE.
 LL1332'CONTINUE AHEAD, PASSING THROUGH THE GATE, ON THE MAIN ROAD FOR 0.1 MI
 LL1332'(0.2 KM) TO THE STATION ON THE LEFT
 LL1332'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A PARTIALLY EXPOSED
 LL1332'BOULDER 0.3 M (1.0 FT) ON THE LARGEST SIDE AND FLUSH WITH THE GROUND.
 LL1332'IT IS 42.6 M (139.8 FT) SOUTH-SOUTHWEST FROM THE CENTER OF A PORCH,
 LL1332'50.5 M (165.7 FT) WEST FROM THE CENTER OF A ROAD LEADING TO A HOUSE,
 LL1332'42.2 M (138.5 FT) NORTHEAST FROM THE NORTHEAST CORNER OF A LITTLE LOG
 LL1332'HOUSE, 31.2 M (102.4 FT) NORTH FROM THE CENTER OF A TRACK ROAD AND
 LL1332'24.5 M (80.4 FT) EAST FROM AN IRON POLE WITH A BELL.
 LL1332
 LL1332                          STATION RECOVERY (2001)
 LL1332
 LL1332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL1332'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL1332
 LL1332                          STATION RECOVERY (2005)
 LL1332
 LL1332'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 LL1332'HOWRICH RM1 AND HOWRICH RM2 WERE BOTH FOUND GOOD.  THE LAND ON WHICH
 LL1332'THE STATION IS ESTABLISHED IS NOW THE GATES CAMP, BOYS AND GIRLS CLUB
 LL1332'OF METRO DENVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1334 ***********************************************************************
 LL1334  DESIGNATION -  HOWRICH AZ MK 2
 LL1334  PID         -  LL1334
 LL1334  STATE/COUNTY-  CO/BOULDER
 LL1334  USGS QUAD   -  GOLD HILL (1978)
 LL1334
 LL1334                         *CURRENT SURVEY CONTROL
 LL1334  ___________________________________________________________________
 LL1334* NAD 83(1992)-  40 06 19.89320(N)    105 28 15.97239(W)     ADJUSTED  
 LL1334* NAVD 88     -      2734.4    (meters)    8971.     (feet)  VERTCON   
 LL1334  ___________________________________________________________________
 LL1334  LAPLACE CORR-         -22.13  (seconds)                    DEFLEC99
 LL1334  GEOID HEIGHT-         -13.48  (meters)                     GEOID03
 LL1334
 LL1334  HORZ ORDER  -  THIRD
 LL1334
 LL1334.The horizontal coordinates were established by classical geodetic methods
 LL1334.and adjusted by the National Geodetic Survey in January 1993..
 LL1334
 LL1334.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1334
 LL1334.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1334
 LL1334.The geoid height was determined by GEOID03.
 LL1334
 LL1334;                    North         East     Units Scale Factor Converg.
 LL1334;SPC CO N     -   390,537.574   916,865.516   MT  0.99996004   +0 01 07.2
 LL1334;SPC CO N     - 1,281,288.69  3,008,082.95   sFT  0.99996004   +0 01 07.2
 LL1334;UTM  13      - 4,439,576.005   459,848.644   MT  0.99961985   -0 18 12.6
 LL1334
 LL1334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1334!SPC CO N     -   0.99957333  x   0.99996004  =   0.99953338
 LL1334!UTM  13      -   0.99957333  x   0.99961985  =   0.99919334
 LL1334
 LL1334                          SUPERSEDED SURVEY CONTROL
 LL1334
 LL1334  NAD 83(1986)-  40 06 19.88796(N)    105 28 15.96600(W) AD(       ) 3
 LL1334  NAD 83(1986)-  40 06 19.88391(N)    105 28 15.96280(W) AD(       ) 3
 LL1334  NAD 27      -  40 06 19.93725(N)    105 28 13.97292(W) AD(       ) 3
 LL1334  NGVD 29 (04/21/89) 2733.1    (m)         8967.     (f) VERT ANG       
 LL1334
 LL1334.Superseded values are not recommended for survey control.
 LL1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1334.See file dsdata.txt to determine how the superseded data were derived.
 LL1334
 LL1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE5984939576(NAD 83)
 LL1334_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LL1334_SETTING: 80 = SET IN A BOULDER
 LL1334_SP_SET: SET IN DRILL HOLE IN A BOULDER
 LL1334_MAGNETIC: N = NO MAGNETIC MATERIAL
 LL1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1334+STABILITY: SURFACE MOTION
 LL1334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1334+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2005
 LL1334
 LL1334  HISTORY     - Date     Condition        Report By
 LL1334  HISTORY     - 1979     MONUMENTED       NGS
 LL1334  HISTORY     - 1986     GOOD             NGS
 LL1334  HISTORY     - 19950912 GOOD             USPSQD
 LL1334  HISTORY     - 20010331 GOOD             NGS
 LL1334  HISTORY     - 20021007 GOOD             USPSQD
 LL1334  HISTORY     - 20050914 GOOD             USPSQD
 LL1334
 LL1334                          STATION DESCRIPTION
 LL1334
 LL1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (MCG)
 LL1334'THE DESIGNATED MARK WAS RECOVERED WITH CHANGES NOTED BELOW--
 LL1334'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION BUT A NEW
 LL1334'DESCRIPTION IS GIVEN.
 LL1334'
 LL1334'THE STATION IS LOCATED ABOUT 11.3 KM (7 MI) SOUTHEAST OF
 LL1334'ALLENS PARK, 6.4 KM (4 MI) WEST OF JAMESTOWN AND 4.8 KM (3 MI)
 LL1334'NORTHEAST OF WARD.
 LL1334'OWNERSHIP--BOYS CLUB OF DENVER, P.O. BOX 4306, DENVER, CO. 80204.
 LL1334'CARETAKER FOR LODGE OF THE PINES.  TELEPHONE---303-443-7394.
 LL1334'
 LL1334'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF BOULDER COUNTY ROAD
 LL1334'95 AND STATE HIGHWAY 72 AT WARD, GO NORTHEASTERLY ON STATE HIGHWAY
 LL1334'72 FOR 3.7 KM (2.3 MI) TO A SIDE ROAD RIGHT, COUNTY ROAD 103.  TURN
 LL1334'RIGHT,SOUTHEASTERLY, ON COUNTY ROAD 103 FOR 0.8 KM (0.5 MI) TO A
 LL1334'SIDE ROAD LEFT.  TURN LEFT, NORTHEASTERLY, ON COUNTY ROAD 100 FOR
 LL1334'FOR 0.8 KM (0.5 MI) TO A SIDE ROAD RIGHT, COUNTY ROAD 100 J.
 LL1334'CONTINUE AHEAD NORTHERLY FOR 0.4 KM (0.25 MI) TO A GATE.  PASS
 LL1334'THROUGH THE GATE AND CONTINUE ON THE MAIN ROAD FOR 0.2 KM (0.1 MI)
 LL1334'TO A DIM TRACK ROAD GOING SOUTHWESTERLY AROUND NORTHSIDE OF THE
 LL1334'LAKE ON THE LEFT.  TURN LEFT, ON THE DIM TRACK ROAD FOR 0.3 KM
 LL1334'(0.2 MI) TO THE AZIMUTH MARK ON THE RIGHT JUST BEFORE THE TRACK ROAD
 LL1334'ENDS.
 LL1334'
 LL1334'AZIMUTH MARK NO. 2 IS A STANDARD NGS DISK STAMPED---HOWRICH 1939
 LL1334'1979---SET INTO A PARTIALLY EXPOSED BOULDER OF 2.2 M (7.2 FT) IN
 LL1334'LARGEST DIMENSION, PROJECTING ABOUT 0.3 M (1 FT) ABOVE THE GROUND
 LL1334'AND IS NEAR THE SOUTHWEST CORNER OF THE LAKE.  LOCATED 7.1 M
 LL1334'(23.3 FT) SOUTH FROM THE CENTER OF A CAMPFIRE PIT, 6.8 M (22.3 FT)
 LL1334'WEST-NORTHWEST FROM THE CENTER OF A TRACK ROAD.
 LL1334
 LL1334                          STATION RECOVERY (1995)
 LL1334
 LL1334'RECOVERY NOTE BY US POWER SQUADRON 1995
 LL1334'RECOVERED IN GOOD CONDITION.
 LL1334
 LL1334                          STATION RECOVERY (2001)
 LL1334
 LL1334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL1334'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL1334
 LL1334                          STATION RECOVERY (2002)
 LL1334
 LL1334'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 LL1334'HOWRICH AZ MK 2
 LL1334
 LL1334                          STATION RECOVERY (2005)
 LL1334
 LL1334'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 LL1334'OWNERSHIP- GATES CAMP, BOYS AND GIRLS CLUB OF METRO DENVER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1218 ***********************************************************************
 JK1218  DESIGNATION -  HPCC 1
 JK1218  PID         -  JK1218
 JK1218  STATE/COUNTY-  CO/EL PASO
 JK1218  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK1218
 JK1218                         *CURRENT SURVEY CONTROL
 JK1218  ___________________________________________________________________
 JK1218* NAD 83(1992)-  38 45 18.79260(N)    104 48 20.27177(W)     ADJUSTED  
 JK1218* NAVD 88     -      1821.     (meters)    5974.     (feet)  SCALED    
 JK1218  ___________________________________________________________________
 JK1218  LAPLACE CORR-         -17.82  (seconds)                    DEFLEC99
 JK1218  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 JK1218
 JK1218  HORZ ORDER  -  THIRD
 JK1218
 JK1218.The horizontal coordinates were established by classical geodetic methods
 JK1218.and adjusted by the National Geodetic Survey in January 1993..
 JK1218
 JK1218.The orthometric height was scaled from a topographic map.
 JK1218
 JK1218.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1218
 JK1218.The geoid height was determined by GEOID03.
 JK1218
 JK1218;                    North         East     Units Scale Factor Converg.
 JK1218;SPC CO C     -   407,367.193   974,755.852   MT  0.99995402   +0 26 16.6
 JK1218;SPC CO C     - 1,336,503.87  3,198,011.49   sFT  0.99995402   +0 26 16.6
 JK1218;UTM  13      - 4,289,631.605   516,888.592   MT  0.99960351   +0 07 18.0
 JK1218
 JK1218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1218!SPC CO C     -   0.99971705  x   0.99995402  =   0.99967108
 JK1218!UTM  13      -   0.99971705  x   0.99960351  =   0.99932067
 JK1218
 JK1218:                Primary Azimuth Mark                     Grid Az
 JK1218:SPC CO C     -  HORNS                                    272 54 11.9
 JK1218:UTM  13      -  HORNS                                    273 13 10.5
 JK1218
 JK1218|---------------------------------------------------------------------|
 JK1218| PID    Reference Object                     Distance      Geod. Az  |
 JK1218|                                                           dddmmss.s |
 JK1218| JK1221 HORNS                               APPROX. 5.3 KM 2732028.5 |
 JK1218|---------------------------------------------------------------------|
 JK1218
 JK1218                          SUPERSEDED SURVEY CONTROL
 JK1218
 JK1218  NAD 83(1986)-  38 45 18.78184(N)    104 48 20.27163(W) AD(       ) 3
 JK1218  NAD 27      -  38 45 18.79907(N)    104 48 18.36295(W) AD(       ) 3
 JK1218
 JK1218.Superseded values are not recommended for survey control.
 JK1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1218.See file dsdata.txt to determine how the superseded data were derived.
 JK1218
 JK1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC1688989632(NAD 83)
 JK1218
 JK1218  HISTORY     - Date     Condition        Report By
 JK1218  HISTORY     - 1947     MONUMENTED       USGS
 JK1218  HISTORY     - 1961     MARK NOT FOUND   USGS
 JK1218
 JK1218                          STATION DESCRIPTION
 JK1218
 JK1218'DESCRIBED BY US GEOLOGICAL SURVEY 1961 (JA)
 JK1218'THE STATION WAS SEARCHED FOR BUT NOT FOUND BY J. ALDERMAN AND Z.
 JK1218'TOLENTINO IN APRIL 1961.  A HOLE, ABOUT 10 FT. IN DIAMETER AND ABOUT
 JK1218'2 FT. DEEP NOW MARKS THE STATION SITE.  REFERENCE MARK NO. 1 WAS
 JK1218'RECOVERED IN GOOD CONDITION.
 JK1218'
 JK1218'APPROXIMATELY 1/4 COR. SECS. 8 AND 17, T 15 S, R 66 W.  STATION IS
 JK1218'LOCATED IN CAMP CARSON MILITARY RESERVATION.  FROM INTERSECTION OF
 JK1218'10TH STREET AND BOULDER ROAD, GO N. ON BOULDER ROAD 0.5 MI. TO STATION
 JK1218'SITE.  THE STATION IS LOCATED ON HIGHEST POINT OF HIGHEST HILL JUST N.
 JK1218'OF RD. AT THIS POINT.  THE RD. SWINGS AROUND HILL ON WHICH STATION IS
 JK1218'LOCATED.
 JK1218'
 JK1218'STATION MARK--STANDARD TABLET CEMENTED IN ROCK AND STAMPED ---D 1947
 JK1218'HPCC-1---.
 JK1218'
 JK1218'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0917 ***********************************************************************
 JJ0917  DESIGNATION -  HUB
 JJ0917  PID         -  JJ0917
 JJ0917  STATE/COUNTY-  CO/KIOWA
 JJ0917  USGS QUAD   -  HASWELL NE (1978)
 JJ0917
 JJ0917                         *CURRENT SURVEY CONTROL
 JJ0917  ___________________________________________________________________
 JJ0917* NAD 83(1992)-  38 22 39.54438(N)    103 05 34.14761(W)     ADJUSTED  
 JJ0917* NAVD 88     -      1373.     (meters)    4505.     (feet)  SCALED    
 JJ0917  ___________________________________________________________________
 JJ0917  LAPLACE CORR-          -1.56  (seconds)                    DEFLEC99
 JJ0917  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 JJ0917
 JJ0917  HORZ ORDER  -  SECOND
 JJ0917
 JJ0917.The horizontal coordinates were established by classical geodetic methods
 JJ0917.and adjusted by the National Geodetic Survey in January 1993..
 JJ0917
 JJ0917.The orthometric height was scaled from a topographic map.
 JJ0917
 JJ0917.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0917
 JJ0917.The geoid height was determined by GEOID03.
 JJ0917
 JJ0917;                    North         East     Units Scale Factor Converg.
 JJ0917;SPC CO S     -   497,407.946 1,124,716.314   MT  0.99999031   +1 28 35.4
 JJ0917;SPC CO S     - 1,631,912.57  3,690,006.77   sFT  0.99999031   +1 28 35.4
 JJ0917;UTM  13      - 4,249,439.268   666,590.201   MT  0.99994178   +1 11 03.6
 JJ0917
 JJ0917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0917!SPC CO S     -   0.99978820  x   0.99999031  =   0.99977851
 JJ0917!UTM  13      -   0.99978820  x   0.99994178  =   0.99972999
 JJ0917
 JJ0917|---------------------------------------------------------------------|
 JJ0917| PID    Reference Object                     Distance      Geod. Az  |
 JJ0917|                                                           dddmmss.s |
 JJ0917| CM8805 HUB RM 1                             23.430 METERS 01512     |
 JJ0917| CM8804 HUB AZ MK                                          0644850.2 |
 JJ0917| JJ0922 BUREAU OF STANDARDS RADIO MAST      APPROX. 5.5 KM 2745028.5 |
 JJ0917| CM8806 HUB RM 2                             23.340 METERS 27735     |
 JJ0917| JJ0920 HASWELL DES MARTEAU COMM ELEV       APPROX.10.4 KM 3262326.7 |
 JJ0917|---------------------------------------------------------------------|
 JJ0917
 JJ0917                          SUPERSEDED SURVEY CONTROL
 JJ0917
 JJ0917  NAD 83(1986)-  38 22 39.53813(N)    103 05 34.14404(W) AD(       ) 2
 JJ0917  NAD 27      -  38 22 39.52260(N)    103 05 32.41035(W) AD(       ) 2
 JJ0917
 JJ0917.Superseded values are not recommended for survey control.
 JJ0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0917.See file dsdata.txt to determine how the superseded data were derived.
 JJ0917
 JJ0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC6659049439(NAD 83)
 JJ0917_MARKER: DS = TRIANGULATION STATION DISK
 JJ0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0917
 JJ0917  HISTORY     - Date     Condition        Report By
 JJ0917  HISTORY     - 1954     MONUMENTED       CGS
 JJ0917
 JJ0917                          STATION DESCRIPTION
 JJ0917
 JJ0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0917'THE STATION IS LOCATED AIRLINE ABOUT 7 MILES SOUTHEAST OF HASWELL
 JJ0917'AND ABOUT 18 MILES SOUTHWEST OF EADS ON THE HIGHEST POINT OF
 JJ0917'A LOW GRASSY KNOLL IN PASTURE LAND.
 JJ0917'
 JJ0917'THE STATION IS A STANDARD DISK STAMPED HUB 1954 SET IN TOP OF
 JJ0917'A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES
 JJ0917'ABOVE THE GROUND.
 JJ0917'
 JJ0917'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED HUB NO 1
 JJ0917'1954 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 JJ0917'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE
 JJ0917'SAME ELEVATION AS THE STATION.
 JJ0917'
 JJ0917'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED HUB NO 2
 JJ0917'1954 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 JJ0917'PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 JJ0917'ELEVATION AS THE STATION.
 JJ0917'
 JJ0917'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HUB 1954 SET IN TOP
 JJ0917'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 3
 JJ0917'INCHES ABOVE THE GROUND.  IT IS 2 FEET SOUTH OF A WHITE WITNESS
 JJ0917'POST, 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE, 20 FEET SOUTH OF
 JJ0917'A FENCE CORNER, AND 13 FEET EAST OF THE CENTER LINE OF A TRACK
 JJ0917'ROAD.
 JJ0917'
 JJ0917'TO REACH THE STATION FROM THE POST OFFICE IN HASWELL, GO
 JJ0917'WEST-SOUTHWEST ON STATE HIGHWAY 96 FOR 0.4 MILE.  TURN LEFT OFF
 JJ0917'THE HIGHWAY AND FOLLOW A GRAVELED ROAD SOUTH FOR 3.8 MILES TO A
 JJ0917'CROSS ROAD.  TURN LEFT AND GO EAST FOR 4.9 MILES TO A TRACK ROAD
 JJ0917'WHICH GOES SOUTH ACROSS OPEN PASTURE LAND.  TURN RIGHT ON THE
 JJ0917'TRACK ROAD AND GO SOUTH FOR 1.0 MILE TO A FORK AT A FENCE
 JJ0917'CORNER AND THE AZIMUTH MARK.  TURN RIGHT AND GO WEST ON A FAINT
 JJ0917'TRACK ROAD FOR 0.5 MILE TO THE TOP OF A SMALL KNOLL.  TURN
 JJ0917'LEFT AND GO SOUTH ON A FAINT TRACK ROAD FOR 0.3 MILE TO THE
 JJ0917'HIGHEST POINT OF THE KNOLL AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0823 ***********************************************************************
 KL0823  DESIGNATION -  HUBBARD
 KL0823  PID         -  KL0823
 KL0823  STATE/COUNTY-  CO/DELTA
 KL0823  USGS QUAD   -  ELECTRIC MOUNTAIN (1978)
 KL0823
 KL0823                         *CURRENT SURVEY CONTROL
 KL0823  ___________________________________________________________________
 KL0823* NAD 83(1992)-  39 03 53.96659(N)    107 33 29.26333(W)     ADJUSTED  
 KL0823* NAVD 88     -      3103.2    (meters)   10181.     (feet)  VERTCON   
 KL0823  ___________________________________________________________________
 KL0823  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 KL0823  GEOID HEIGHT-         -15.22  (meters)                     GEOID03
 KL0823
 KL0823  HORZ ORDER  -  THIRD
 KL0823
 KL0823.The horizontal coordinates were established by classical geodetic methods
 KL0823.and adjusted by the National Geodetic Survey in January 1993..
 KL0823
 KL0823.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0823
 KL0823.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0823
 KL0823.The geoid height was determined by GEOID03.
 KL0823
 KL0823;                    North         East     Units Scale Factor Converg.
 KL0823;SPC CO C     -   443,540.865   736,303.374   MT  0.99993611   -1 17 52.9
 KL0823;SPC CO C     - 1,455,183.65  2,415,688.65   sFT  0.99993611   -1 17 52.9
 KL0823;UTM  13      - 4,327,103.589   278,674.650   MT  1.00020320   -1 36 46.0
 KL0823
 KL0823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0823!SPC CO C     -   0.99951574  x   0.99993611  =   0.99945188
 KL0823!UTM  13      -   0.99951574  x   1.00020320  =   0.99971885
 KL0823
 KL0823                          SUPERSEDED SURVEY CONTROL
 KL0823
 KL0823  NAD 83(1986)-  39 03 53.96541(N)    107 33 29.26447(W) AD(       ) 3
 KL0823  NGVD 29 (05/18/92) 3101.6    (m)        10176.     (f) VERT ANG       
 KL0823
 KL0823.Superseded values are not recommended for survey control.
 KL0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0823.See file dsdata.txt to determine how the superseded data were derived.
 KL0823
 KL0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD7867527104(NAD 83)
 KL0823_MARKER: DD = SURVEY DISK
 KL0823_SETTING: 80 = SET IN A BOULDER
 KL0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0823+STABILITY: SURFACE MOTION
 KL0823
 KL0823  HISTORY     - Date     Condition        Report By
 KL0823  HISTORY     - 1959     MONUMENTED       USGS
 KL0823
 KL0823                          STATION DESCRIPTION
 KL0823
 KL0823'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 KL0823'STATION IS LOCATED 24 MI. SE. OF COLLBRAN, IN GRAND MESA NATIONAL
 KL0823'FOREST, ON S. END OF ELECTRIC MOUNTAIN, ON A BARE RIDGE.
 KL0823'
 KL0823'TO REACH STATION FROM THE POST OFFICE AT COLLBRAN, PROCEED ALONG
 KL0823'MACADAM ROAD 6.8 MI. TO RD. FORK, THENCE LEFT ALONG GRAVELED RD. 8.0
 KL0823'MI. TO ANOTHER RD. FORK, THENCE ALONG RIGHT FORK 19.8 MI. IN A
 KL0823'SOUTHEASTERLY DIRECTION TO DYKE CREEK CAMPGROUND, THENCE ALONG RD.
 KL0823'THROUGH CAMPGROUND 2.5 MI. TO A RD. FORK, THENCE 1.1 MI. ALONG
 KL0823'LEFT FORK TO ANOTHER RD. FORK, THENCE 2.2 MI. ALONG LEFT FORK TO
 KL0823'HUBBARD PARK AND RD. LEADING TO LEFT, THENCE LEFT ALONG RD. TO
 KL0823'HOMESTEAD, LEAVE VEHICLE AND FOLLOW TRAIL THAT STARTS BEHIND CABIN,
 KL0823'PACK UP TRAIL TO THE TOP OF THE RIDGE OF ELECTRIC MOUNTAIN, PROCEED
 KL0823'S. ALONG TOP OF RIDGE TO THE S., AND WHICH IS BARE.  STATION IS
 KL0823'LOCATED ON END OF BARE RIDGE.
 KL0823'
 KL0823'STATION MARK--STANDARD TABLET SET IN 3 X 4 FT. BOULDER, PROJECTING
 KL0823'0.8 FT., STAMPED ---HUBBARD 1959---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1227 ***********************************************************************
 LL1227  DESIGNATION -  HUBBS RESET
 LL1227  PID         -  LL1227
 LL1227  STATE/COUNTY-  CO/WELD
 LL1227  USGS QUAD   -  KEENESBURG (1975)
 LL1227
 LL1227                         *CURRENT SURVEY CONTROL
 LL1227  ___________________________________________________________________
 LL1227* NAD 83(1992)-  40 02 26.34599(N)    104 32 47.53233(W)     ADJUSTED  
 LL1227* NAVD 88     -      1576.     (meters)    5171.     (feet)  SCALED    
 LL1227  ___________________________________________________________________
 LL1227  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 LL1227  GEOID HEIGHT-         -18.46  (meters)                     GEOID03
 LL1227
 LL1227  HORZ ORDER  -  FIRST
 LL1227
 LL1227.The horizontal coordinates were established by classical geodetic methods
 LL1227.and adjusted by the National Geodetic Survey in January 1993..
 LL1227
 LL1227.The orthometric height was scaled from a topographic map.
 LL1227
 LL1227.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1227
 LL1227.The geoid height was determined by GEOID03.
 LL1227
 LL1227;                    North         East     Units Scale Factor Converg.
 LL1227;SPC CO N     -   383,771.519   995,768.895   MT  0.99996353   +0 36 57.8
 LL1227;SPC CO N     - 1,259,090.39  3,266,951.78   sFT  0.99996353   +0 36 57.8
 LL1227;UTM  13      - 4,432,367.656   538,684.593   MT  0.99961842   +0 17 30.2
 LL1227
 LL1227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1227!SPC CO N     -   0.99975574  x   0.99996353  =   0.99971928
 LL1227!UTM  13      -   0.99975574  x   0.99961842  =   0.99937425
 LL1227
 LL1227:                Primary Azimuth Mark                     Grid Az
 LL1227:SPC CO N     -  HUBBS AZ MK                              000 09 16.4
 LL1227:UTM  13      -  HUBBS AZ MK                              000 28 44.0
 LL1227
 LL1227|---------------------------------------------------------------------|
 LL1227| PID    Reference Object                     Distance      Geod. Az  |
 LL1227|                                                           dddmmss.s |
 LL1227| CP8275 HUBBS AZ MK                                        0004614.2 |
 LL1227| CP8276 HUBBS RM 1                           24.350 METERS 03940     |
 LL1227| CP8278 HUBBS RM 3                           24.340 METERS 04032     |
 LL1227| CP8279 HUBBS RM 4                           22.805 METERS 13626     |
 LL1227| CP8277 HUBBS RM 2                           23.190 METERS 13715     |
 LL1227| LL1229 HUDSON WATER TANK                   APPROX. 8.5 KM 2935748.3 |
 LL1227| CP8280 HUBBS RM 5                            5.122 METERS 35421     |
 LL1227|---------------------------------------------------------------------|
 LL1227
 LL1227                          SUPERSEDED SURVEY CONTROL
 LL1227
 LL1227  NAD 83(1986)-  40 02 26.33427(N)    104 32 47.53462(W) AD(       ) 1
 LL1227  NAD 27      -  40 02 26.39500(N)    104 32 45.68400(W) AD(       ) 1
 LL1227
 LL1227.Superseded values are not recommended for survey control.
 LL1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1227.See file dsdata.txt to determine how the superseded data were derived.
 LL1227
 LL1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE3868532368(NAD 83)
 LL1227_MARKER: DS = TRIANGULATION STATION DISK
 LL1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1227
 LL1227  HISTORY     - Date     Condition        Report By
 LL1227  HISTORY     - 1965     MONUMENTED       CGS
 LL1227  HISTORY     - 1975     GOOD             NGS
 LL1227  HISTORY     - 1975     GOOD             NGS
 LL1227
 LL1227                          STATION DESCRIPTION
 LL1227
 LL1227'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 LL1227'THE STATION SURFACE MARK WAS FOUND DESTROYED.  THE UNDERGROUND
 LL1227'MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  A NEW SURFACE
 LL1227'MARK WAS DIRECTLY OVER THE UNDERGROUND MARK.
 LL1227'
 LL1227'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE RECOVERED
 LL1227'AND FOUND IN GOOD CONDITION.
 LL1227'
 LL1227'THE AZIMUTH MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 LL1227'THE ARROW ON THE DISK IS NOT POINTING TOWARD THE STATION AND
 LL1227'THIS MARK SHOULD BE USED WITH CAUTION.
 LL1227'
 LL1227'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 LL1227'
 LL1227'THE STATION IS LOCATED ABOUT 4-1/2 MILES SOUTH AND 1-1/2 MILES
 LL1227'WEST OF KEENESBURG, 2-1/4 MILES SOUTH OF STATE HIGHWAY 52 AND
 LL1227'ON THE WEST SIDE OF A GRAVELED ROAD.
 LL1227'
 LL1227'TO REACH THE STATION FROM THE RAILROAD DEPOT IN KEENESBURG,
 LL1227'GO EAST ON STATE HIGHWAY 81 FOR 0.65 MILE TO A SURFACED ROAD
 LL1227'ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON A SURFACED ROAD
 LL1227'FOR 2.75 TO A CROSSROAD AND THE WELD CENTRAL SCHOOL IN THE
 LL1227'SOUTHWEST ANGLE ON THE INTERSECTION.  TURN RIGHT AND GO WEST ON A
 LL1227'SURFACED ROAD FOR 2.0 MILES TO A SIDE ROAD ON THE LEFT.  TURN
 LL1227'LEFT AND GO SOUTH ON A GRAVELED ROAD FOR 2.2 MILES TO THE TOP
 LL1227'OF A GENTLE RISE AND THE STATION ON THE RIGHT.
 LL1227'
 LL1227'STATION MARK, A STANDARD DISK STAMPED HUBBS 1935 1965, IS SET
 LL1227'IN THE TOP OF A ROUND CONCRETE MONUMENT WHICH IS 6 INCHES
 LL1227'BELOW THE SURFACE OF THE GROUND.  IT IS 27 FEET WEST OF THE
 LL1227'CENTER OF THE GRAVELED ROAD AND 1.5 FEET NORTH OF A METAL
 LL1227'WITNESS POST.  THE UNDERGROUND DISK IS STAMPED HUBBS 1935, SET
 LL1227'IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE SURFACE
 LL1227'OF THE GROUND.
 LL1227'
 LL1227'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED HUBBS NO 1 1935,
 LL1227'IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS
 LL1227'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 24 FEET EAST OF
 LL1227'THE CENTER OF THE GRAVELED ROAD AND 1 FOOT SOUTHWEST OF A
 LL1227'METAL POST.
 LL1227'
 LL1227'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED HUBBS NO 2 1935,
 LL1227'IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS
 LL1227'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 24 FEET EAST
 LL1227'OF THE CENTER OF THE GRAVELED ROAD AND 1.5 FEET SOUTH OF A
 LL1227'METAL POST.
 LL1227'
 LL1227'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK STAMPED HUBBS
 LL1227'1935, IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH
 LL1227'IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 27 FEET WEST
 LL1227'OF THE CENTER OF THE GRAVELED ROAD AND 1.5 FEET SOUTH OF A
 LL1227'METAL WITNESS POST.
 LL1227'
 LL1227'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 LL1227'GRAVELED ROAD FOR 0.5 MILE TO THE MARK ON THE LEFT.
 LL1227
 LL1227                          STATION RECOVERY (1975)
 LL1227
 LL1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LL1227'STATION MARK AND THE AZIMUTH MARK WERE RECOVERED AND ARE IN GOOD
 LL1227'CONDITION.  REFERENCE MARKS NUMBER 1 AND 2 WERE FOUND.  NUMBER 1 WAS
 LL1227'LYING ON ITS SIDE WITH THE DISK STILL IN THE TOP OF MONUMENT.
 LL1227'NUMBER 2 TOP OF MONUMENT WAS KNOCKED OFF.
 LL1227'
 LL1227'TWO REFERENCE MARKS, 3 AND 4 WERE ESTABLISHED AT THIS TIME.
 LL1227'
 LL1227'STATION MARK IS A STATION MARK DISK, SET IN THE TOP OF A SQUARE
 LL1227'CONCRETE MONUMENT ABOUT 6 INCHES BELOW THE GROUND SURFACE.  DISK IS
 LL1227'STAMPED HUBBS 1935 1965.  MARK IS 29 FEET WEST OF THE CENTER OF
 LL1227'COUNTY ROAD 55 (GRAVELED), 1.7 FEET NORTH OF A METAL WITNESS POST
 LL1227'WITH A METAL SIGN ATTACHED AND AT THE EAST EDGE OF A CULTIVATED
 LL1227'FIELD.
 LL1227'
 LL1227'REFERENCE MARK NUMBER 3 IS THE OLD REFERENCE MARK NUMBER 1 DISK,
 LL1227'RESTAMPED HUBBS 1935 1965 NO 3 1975, IN THE TOP OF THE OLD CONCRETE
 LL1227'MONUMENT WHICH WAS PLACED BACK IN THE GROUND, REVAMPED AND THE MARK
 LL1227'NOW PROJECTS ABOUT 8 INCHES.  MARK IS 25 FEET EAST OF THE CENTER
 LL1227'OF COUNTY ROAD 55, 2.2 FEET SOUTH OF A METAL WITNESS POST AND AT
 LL1227'THE WEST EDGE OF A CULTIVATED FIELD.
 LL1227'
 LL1227'REFERENCE MARK NUMBER 4 IS A REFERENCE MARK DISK, STAMPED HUBBS 1935
 LL1227'1965 NO 4 1975, CLAMPED TO THE TOP OF A COPPER COATED ROD WHICH HAS
 LL1227'AN OCTAGON SHAPED STEEL PLATE ATTACHED TO THE BOTTOM AND IS IN THE
 LL1227'GROUND ABOUT 36 INCHES, SURROUNDED AT THE TOP BY A 4-INCH TILE AND
 LL1227'GRAVEL.  MARK IS 23 FEET EAST OF THE CENTER OF COUNTY ROAD 55, 7
 LL1227'INCHES WEST OF A METAL WITNESS POST AND AT THE WEST EDGE OF A
 LL1227'CULTIVATED FIELD.
 LL1227'
 LL1227'AZIMUTH MARK DISK IS STAMPED HUBBS AZIMUTH 1935, SET IN THE TOP OF
 LL1227'A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  MARK IS 27 FEET
 LL1227'WEST OF THE CENTER OF COUNTY ROAD 55, 1.5 FEET EAST OF A METAL
 LL1227'WITNESS POST WITH SIGN ATTACHED AND A LARGE WOOD POST.  MARK IS AT
 LL1227'THE EAST EDGE OF A CULTIVATED FIELD.
 LL1227'
 LL1227'STATION IS REACHED FROM THE POST OFFICE IN HUDSON.  GO SOUTH ON THE
 LL1227'MAIN STREET FOR 0.15 MILE TO STATE HIGHWAY 52.  TURN LEFT AND GO
 LL1227'EAST ON HIGHWAY 52 FOR 5.15 MILES TO COUNTY ROAD 55 ON LEFT.  (THIS
 LL1227'POINT IS ABOUT 2 MILES WEST OF THE WELD CENTRAL SCHOOL) TURN RIGHT
 LL1227'AND GO SOUTH ON COUNTY ROAD 55 (GRAVELED) FOR 1.0 MILE TO ROAD 10,
 LL1227'CONTINUE SOUTH ON ROAD 55 FOR 0.6 MILE TO THE AZIMUTH MARK ON THE
 LL1227'RIGHT, AS DESCRIBED, CONTINUE SOUTH ON ROAD 55 FOR 0.6 MILE TO
 LL1227'THE STATION ON THE RIGHT, AS DESCRIBED.
 LL1227'
 LL1227'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES ESE
 LL1227'OF HUDSON.
 LL1227'
 LL1227'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
 LL1227
 LL1227                          STATION RECOVERY (1975)
 LL1227
 LL1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LL1227'STATION WAS RECOVERED AS DESCRIBED WITH EXCEPTION OF REFERENCE MARK
 LL1227'NUMBER 3.  IT WAS FOUND LYING ON TOP OF THE GROUND.
 LL1227'
 LL1227'A REFERENCE MARK NUMBER 5 WAS ESTABLISHED AT THIS TIME.
 LL1227'
 LL1227'STATION WAS OCCUPIED EARLIER THIS YEAR, A REFERENCE MARK NUMBER 4
 LL1227'ESTABLISHED AND ALL MARKS REFERENCE AT THAT TIME.
 LL1227'
 LL1227'REFERENCE MARK NUMBER 5 IS A REFERENCE MARK DISK, STAMPED HUBBS 1935
 LL1227'1965 NO 5 1975, CLAMPED TO THE TOP OF A COPPER COVERED ROD WHICH IS
 LL1227'ATTACHED TO AN OCTAGON SHAPED STEEL PLATE BURRIED IN THE GROUND.
 LL1227'DISK PROJECTS ABOUT 1 INCH, SURROUNDED BY A 4-INCH TILE.  MARK IS 28
 LL1227'FEET WEST OF THE APPROXIMATE CENTER OF WELD COUNTY ROAD 55 AND 18.5
 LL1227'FEET NORTH OF A METAL WITNESS POST WITH A METAL WITNESS SIGN
 LL1227'ATTACHED.
 LL1227'
 LL1227'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 7 MILES
 LL1227'ESE OF HUDSON.
 LL1227'
 LL1227'HEIGHT OF LIGHT ABOVE STATION MARK 4 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1458 ***********************************************************************
 LL1458  CBN         -  This is a Cooperative Base Network Control Station.
 LL1458  DESIGNATION -  HUDSON
 LL1458  PID         -  LL1458
 LL1458  STATE/COUNTY-  CO/WELD
 LL1458  USGS QUAD   -  HUDSON (1994)
 LL1458
 LL1458                         *CURRENT SURVEY CONTROL
 LL1458  ___________________________________________________________________
 LL1458* NAD 83(1992)-  40 04 14.69792(N)    104 38 59.86756(W)     ADJUSTED  
 LL1458* NAVD 88     -      1523.6    (meters)    4999.     (feet)  GPS OBS   
 LL1458  ___________________________________________________________________
 LL1458  X           -  -1,236,443.274 (meters)                     COMP
 LL1458  Y           -  -4,729,866.233 (meters)                     COMP
 LL1458  Z           -   4,084,969.242 (meters)                     COMP
 LL1458  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 LL1458  ELLIP HEIGHT-        1505.26  (meters)          (10/21/02) GPS OBS
 LL1458  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 LL1458
 LL1458  HORZ ORDER  -  B
 LL1458  ELLP ORDER  -  FOURTH    CLASS II
 LL1458
 LL1458.The horizontal coordinates were established by GPS observations
 LL1458.and adjusted by the National Geodetic Survey in May 1992..
 LL1458
 LL1458.The orthometric height was determined by GPS observations and a
 LL1458.high-resolution geoid model.
 LL1458
 LL1458.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1458
 LL1458.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1458
 LL1458.The ellipsoidal height was determined by GPS observations
 LL1458.and is referenced to NAD 83.
 LL1458
 LL1458.The geoid height was determined by GEOID03.
 LL1458
 LL1458;                    North         East     Units Scale Factor Converg.
 LL1458;SPC CO N     -   387,023.411   986,910.895   MT  0.99996175   +0 32 57.3
 LL1458;SPC CO N     - 1,269,759.31  3,237,890.16   sFT  0.99996175   +0 32 57.3
 LL1458;UTM  13      - 4,435,668.454   529,848.208   MT  0.99961097   +0 13 31.2
 LL1458
 LL1458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1458!SPC CO N     -   0.99976392  x   0.99996175  =   0.99972567
 LL1458!UTM  13      -   0.99976392  x   0.99961097  =   0.99937498
 LL1458
 LL1458                          SUPERSEDED SURVEY CONTROL
 LL1458
 LL1458  NAD 83(1986)-  40 04 14.68783(N)    104 38 59.86646(W) AD(       ) 3
 LL1458  ELLIP H (05/26/92) 1505.30   (m)                       GP(       ) 4 1
 LL1458  NGVD 29 (06/11/92) 1522.6    (m)         4995.     (f) GPS OBS        
 LL1458
 LL1458.Superseded values are not recommended for survey control.
 LL1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1458.See file dsdata.txt to determine how the superseded data were derived.
 LL1458
 LL1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE2984835668(NAD 83)
 LL1458_MARKER: I = METAL ROD
 LL1458_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LL1458_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LL1458_STAMPING: HUDSON 1991
 LL1458_MARK LOGO: NGS   
 LL1458_PROJECTION: PROJECTING 1 CENTIMETERS
 LL1458_MAGNETIC: I = MARKER IS A STEEL ROD
 LL1458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1458+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1996
 LL1458_ROD/PIPE-DEPTH: 6.2  meters
 LL1458_SLEEVE-DEPTH  : 1 meters
 LL1458
 LL1458  HISTORY     - Date     Condition        Report By
 LL1458  HISTORY     - 1991     MONUMENTED       NGS
 LL1458  HISTORY     - 19920902 GOOD             NOS
 LL1458  HISTORY     - 19950117 GOOD             CODOT
 LL1458  HISTORY     - 19960717 GOOD             MSAM
 LL1458
 LL1458                          STATION DESCRIPTION
 LL1458
 LL1458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LL1458'STATION IS LOCATED ON THE WEST SIDE OF HUDSON, ALONG A FRONTAGE ROAD
 LL1458'ON THE NORTHWEST SIDE OF INTERSTATE HIGHWAY I-76, ON ROAD
 LL1458'RIGHT-OF-WAY, ADJACENT TO A CULTIVATED FIELD, IN NORTH CENTRAL
 LL1458'SECTION 10, T 1 N, R 65 W.  OWNERSHIP--STATE DEPARTMENT OF
 LL1458'TRANSPORTATION.
 LL1458'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 76 AND STATE HIGHWAY
 LL1458'52 (EXIT 31) AT HUDSON, GO WEST ON HIGHWAY 52 FOR 0.10 KM (0.06 MI)
 LL1458'TO THE FRONTAGE ROAD ON THE LEFT.  TURN LEFT, SOUTH, FOR 0.64 KM
 LL1458'(0.40 MI) TO THE STATION ON THE RIGHT.
 LL1458'STATION MARK IS A PUNCH HOLE TOP CENTER IN A STEEL ROD ENCASED IN A
 LL1458'PVC PIPE WITH LOGO CAP SET IN A 0.5 M (1.6 FT) CONCRETE POST
 LL1458'PROJECTING 1 CM.  IT IS 14.5 M (47.6 FT) WEST OF, AND SLIGHTLY LOWER
 LL1458'THAN THE ROAD CENTER, 11.4 M (37.4 FT) NORTHEAST OF A BRACED FENCE
 LL1458'POST, 1.6 M (5.2 FT) EAST OF THE RIGHT-OF-WAY FENCE, 1.1 M (3.6 FT)
 LL1458'NORTH OF A FIBERGLASS WITNESS POST AND 1.0 M (3.3 FT) SOUTH-SOUTHWEST
 LL1458'OF A FIBERGLASS WITNESS POST.
 LL1458'DESCRIBED BY G.R.HEID
 LL1458
 LL1458                          STATION RECOVERY (1992)
 LL1458
 LL1458'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 LL1458'RECOVERED IN GOOD CONDITION.
 LL1458
 LL1458                          STATION RECOVERY (1995)
 LL1458
 LL1458'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (KAW)
 LL1458'RECOVERED AS DESCRIBED.
 LL1458
 LL1458                          STATION RECOVERY (1996)
 LL1458
 LL1458'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1996 (RSC)
 LL1458'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1229 ***********************************************************************
 LL1229  DESIGNATION -  HUDSON WATER TANK
 LL1229  PID         -  LL1229
 LL1229  STATE/COUNTY-  CO/WELD
 LL1229  USGS QUAD   -  HUDSON (1994)
 LL1229
 LL1229                         *CURRENT SURVEY CONTROL
 LL1229  ___________________________________________________________________
 LL1229* NAD 83(1992)-  40 04 18.29613(N)    104 38 15.76371(W)     ADJUSTED  
 LL1229* NAVD 88     -                                                        
 LL1229  ___________________________________________________________________
 LL1229  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 LL1229  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 LL1229
 LL1229  HORZ ORDER  -  THIRD
 LL1229
 LL1229.The horizontal coordinates were established by classical geodetic methods
 LL1229.and adjusted by the National Geodetic Survey in January 1993..
 LL1229
 LL1229
 LL1229.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1229
 LL1229.The geoid height was determined by GEOID03.
 LL1229
 LL1229;                    North         East     Units Scale Factor Converg.
 LL1229;SPC CO N     -   387,144.472   987,954.813   MT  0.99996170   +0 33 25.8
 LL1229;SPC CO N     - 1,270,156.49  3,241,315.08   sFT  0.99996170   +0 33 25.8
 LL1229;UTM  13      - 4,435,783.571   530,892.427   MT  0.99961175   +0 13 59.6
 LL1229
 LL1229                          SUPERSEDED SURVEY CONTROL
 LL1229
 LL1229  NAD 83(1986)-  40 04 18.29137(N)    104 38 15.75985(W) AD(       ) 4
 LL1229  NAD 27      -  40 04 18.34000(N)    104 38 13.90000(W) AD(       ) 3
 LL1229
 LL1229.Superseded values are not recommended for survey control.
 LL1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1229.See file dsdata.txt to determine how the superseded data were derived.
 LL1229
 LL1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE3089235784(NAD 83)
 LL1229_MARKER: 51 = TANK
 LL1229
 LL1229  HISTORY     - Date     Condition        Report By
 LL1229  HISTORY     - 1935     FIRST OBSERVED   CGS
 LL1229
 LL1229                          STATION DESCRIPTION
 LL1229
 LL1229'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0510 ***********************************************************************
 HK0510  DESIGNATION -  HUERFANO BUTTE
 HK0510  PID         -  HK0510
 HK0510  STATE/COUNTY-  CO/HUERFANO
 HK0510  USGS QUAD   -  HUERFANO BUTTE (1969)
 HK0510
 HK0510                         *CURRENT SURVEY CONTROL
 HK0510  ___________________________________________________________________
 HK0510* NAD 83(1992)-  37 45 14.19879(N)    104 49 36.60546(W)     ADJUSTED  
 HK0510* NAVD 88     -      1880.4    (meters)    6169.     (feet)  VERTCON   
 HK0510  ___________________________________________________________________
 HK0510  LAPLACE CORR-          -8.52  (seconds)                    DEFLEC99
 HK0510  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 HK0510
 HK0510  HORZ ORDER  -  FIRST
 HK0510
 HK0510.The horizontal coordinates were established by classical geodetic methods
 HK0510.and adjusted by the National Geodetic Survey in January 1993..
 HK0510
 HK0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0510
 HK0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0510
 HK0510.The geoid height was determined by GEOID03.
 HK0510
 HK0510;                    North         East     Units Scale Factor Converg.
 HK0510;SPC CO S     -   425,684.442   973,720.891   MT  0.99994637   +0 24 46.5
 HK0510;SPC CO S     - 1,396,599.71  3,194,615.96   sFT  0.99994637   +0 24 46.5
 HK0510;UTM  13      - 4,178,529.293   515,254.101   MT  0.99960287   +0 06 21.7
 HK0510
 HK0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0510!SPC CO S     -   0.99970780  x   0.99994637  =   0.99965418
 HK0510!UTM  13      -   0.99970780  x   0.99960287  =   0.99931078
 HK0510
 HK0510|---------------------------------------------------------------------|
 HK0510| PID    Reference Object                     Distance      Geod. Az  |
 HK0510|                                                           dddmmss.s |
 HK0510| CM8808 HUERFANO BUTTE RM 1                   8.841 METERS 08215     |
 HK0510| CM8809 HUERFANO BUTTE RM 2                  20.350 METERS 20103     |
 HK0510| CM8807 HUERFANO BUTTE AZ MK                               2753740.9 |
 HK0510|---------------------------------------------------------------------|
 HK0510
 HK0510                          SUPERSEDED SURVEY CONTROL
 HK0510
 HK0510  NAD 83(1986)-  37 45 14.19163(N)    104 49 36.59176(W) AD(       ) 1
 HK0510  NAD 27      -  37 45 14.14700(N)    104 49 34.64000(W) AD(       ) 1
 HK0510  NGVD 29 (07/19/86) 1879.4    (m)         6166.     (f) VERT ANG       
 HK0510
 HK0510.Superseded values are not recommended for survey control.
 HK0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0510.See file dsdata.txt to determine how the superseded data were derived.
 HK0510
 HK0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB1525478529(NAD 83)
 HK0510_MARKER: DS = TRIANGULATION STATION DISK
 HK0510_SETTING: 66 = SET IN ROCK OUTCROP
 HK0510_STAMPING: HUERFANO 1949
 HK0510_MARK LOGO: CGS   
 HK0510_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HK0510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HK0510+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2005
 HK0510
 HK0510  HISTORY     - Date     Condition        Report By
 HK0510  HISTORY     - 1949     MONUMENTED       CGS
 HK0510  HISTORY     - 1952     GOOD             CGS
 HK0510  HISTORY     - 1967     GOOD             USGS
 HK0510  HISTORY     - 19820406 GOOD             NGS
 HK0510  HISTORY     - 20050123 GOOD             GEOCAC
 HK0510
 HK0510                          STATION DESCRIPTION
 HK0510
 HK0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 HK0510'THE STATION IS LOCATED ABOUT 9 MILES AIR LINE NORTH-NORTHWEST OF
 HK0510'WALSENBURG, ABOUT 0.5 MILE AIR LINE EAST OF U.S. HIGHWAY 85,
 HK0510'87 AND HIGHWAY BRIDGE OVER HUERFANO RIVER, ON TOP AND NEAR THE
 HK0510'HIGHEST POINT OF HUERFANO BUTTE.  THIS BUTTE IS A MOST
 HK0510'CONSPICUOUS, BLACK, ROCKY BUTTE, WHICH RISES ABRUPTLY FROM LOW
 HK0510'COUNTRY TO APPROXIMATELY 150 FEET IN HEIGHT.  THE STATION
 HK0510'IS NEAR THE NORTH EDGE, 8 FEET EAST OF THE HIGHEST POINT,
 HK0510'SET FLUSH, AND IS STAMPED, HUERFANO BUTTE 1949.
 HK0510'
 HK0510'REFERENCE MARK NO. 1 IS APPROXIMATELY 2 FEET LOWER THAN THE
 HK0510'STATION, 2 FEET SOUTH OF THE NORTH EDGE, PROJECTS 3 FEET
 HK0510'AND IS STAMPED, HUERFANO BUTTE NO 1 1949.
 HK0510'
 HK0510'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN THE
 HK0510'STATION, ON THE HIGHEST POINT OF THE SOUTHWEST SPUR OF BUTTE,
 HK0510'PROJECTS 8 FEET, AND IS STAMPED, HUERFANO BUTTE NO 2 1949.
 HK0510'
 HK0510'THE AZIMUTH MARK IS LOCATED ALONG U.S. HIGHWAY 85 AND 87,
 HK0510'IN THE EAST END OF THE SOUTHEAST ABUTMENT OF BRIDGE OVER
 HK0510'HUERFANO RIVER, A BRONZE DISK, PROJECTS 1 FOOT, AND IS STAMPED,
 HK0510'HUERFANO BUTTE 1949.
 HK0510'
 HK0510'TO REACH FROM THE COURT HOUSE IN WALSENBURG, DRIVE NORTH
 HK0510'ALONG U.S. HIGHWAY 85 AND 87 FOR 10.0 MILES TO THE TOP OF A SMALL
 HK0510'HILL AND A TRACK ROAD RIGHT.  TURN RIGHT (EAST) AND GO 0.5
 HK0510'MILE TO THE SOUTH BASE OF BUTTE AND END OF TRUCK TRAVEL.
 HK0510'
 HK0510'PACK TO TOP AND STATION.  A 5-MINUTE PACK.
 HK0510
 HK0510                          STATION RECOVERY (1952)
 HK0510
 HK0510'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LGT)
 HK0510'THE STATION, A STANDARD DISK STAMPED HUERFANO BUTTE 1949 IS
 HK0510'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.  REFERENCE MARKS
 HK0510'1 AND 2, STANDARD DISKS STAMPED HUERFANO BUTTE NO 1 1949 AND
 HK0510'HUERFANO BUTTE NO 2 1949 RESPECTIVELY ARE SET IN DRILL HOLES
 HK0510'IN BOULDERS.  THE AZIMUTH MARK, A STANDARD DISK STAMPED HUERFANO
 HK0510'BUTTE 1949 IS SET IN A DRILL HOLE IN THE CONCRETE ABUTMENT
 HK0510'OF A BRIDGE, WERE RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 HK0510'THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS AND THE
 HK0510'AZIMUTH MARK WERE VERIFIED.
 HK0510
 HK0510                          STATION RECOVERY (1967)
 HK0510
 HK0510'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HK0510'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---HUERFANO BUTTE
 HK0510'1949---.
 HK0510
 HK0510                          STATION RECOVERY (1982)
 HK0510
 HK0510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 HK0510'THE STATION MARK, REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK WERE
 HK0510'RECOVERED.  THE AZIMUTH MARK WAS IN VERY POOR CONDITION AND WAS NOT
 HK0510'MEASURED TO.  THE DISK WAS RECOVERED AS THE BRIDGE IN WHICH IT WAS SET
 HK0510'WILL BE REPLACED.  A NEW TO REACH AND DESCRIPTION IS GIVEN AND A
 HK0510'POSITION IS GIVEN ON THE NEW AZIMUTH MARK THAT WAS SET. THE DISTANCES
 HK0510'AND ANGLES CHECKED THE 1949 DATA.
 HK0510' 
 HK0510'THE STATION IS ABOUT 14.5 KM (9 MILES) NORTH NORTHWEST OF WALSENBUR,
 HK0510'ABOUT 0.8 KM (0.5 MI) EAST OF INTERSTATE 25 AND JUST SOUTH OF THE
 HK0510'HUERFANO RIVER.  IT IS NEAR THE HIGHEST POINT OF A MOST CONSPICUOUS,
 HK0510'BLACK ROCKY BUTTE WHICH RISES ABRUTLY ABOVE THE COUNTYSIDE.
 HK0510'OWNERSHIP-- MR. JOHN VUCETICH JR., RTE 1, BOX 101, WALSENBURG, CO
 HK0510'81089.
 HK0510' 
 HK0510'TO REACH THE STATION FROM THE COURTHOUSE IN WALSENBURG, GO
 HK0510'NORTH ON MAIN STREET OUT OF TOWN FOR 4.0 KM (2.5 MI) TO THE
 HK0510'INTERSECTION OF MAIN STREET (BUSINESS 25) AND INTERSTATE 25.  GO
 HK0510'NORTH FOR 10.6 KM (6.6 MI) ON INTERSTATE 25 TO THE BUTTE ROAD EXIT.
 HK0510'AT THE STOP SIGN AT THE OFF RAMP, TURN RIGHT, EASTERLY, ON A DIRT
 HK0510'ACCESS ROAD AND A CATTLE GUARD ON THE LEFT.  TURN LEFT, OVER CATTLE
 HK0510'GUARD AND COUNTY ROAD 34 E FOR 0.6 KM (0.35 MI) TO A CATTLE GUARD.
 HK0510'CONTINUE AHEAD THROUGH THE CATTLE GUARD, NORTHERLY FOR 0.6 KM (0.4 MI)
 HK0510'TO THE END OF TRUCK TRAVEL AT THE BASE OF HUEFANO BUTTE.  PACK
 HK0510'UPHILL FOR 5 MINUTES TO THE STATION AT THE TOP.
 HK0510' 
 HK0510'THE STATION IS A STANDARD CGS DISK STAMPED--HUERFANO BUTTE 1949--, SET
 HK0510'INTO ROCK OUTCROP 5 FEET, 1.5 METERS LARGEST DIMENSION.  THE STATION
 HK0510'MARK IS 1.4 M (4.5 FT) LOWER THAN THE HIGHEST ROCK ON THE BUTT.  THE
 HK0510'ROCK IS SOLID AS IS THE MARK. LOCATED 8 FEET (2.4 METERS) SOUTH
 HK0510'SOUTHEAST FROM THE HIGHEST ROCK ON THE BUTTE.  6 FEET (1.8) METERS
 HK0510'WEST FROM THE EDGE OF THE EASTERN SIDE OF THE BUTTE.
 HK0510' 
 HK0510'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--HUERFANO BUTTE NO
 HK0510'1 1949--, SET INTO TOP OF BOULDER 5 FEET, 1.5 METERS LARGEST DIMENSION
 HK0510'THE DISK IS SOLID BUT SET IN LARGE ROCK THAT IS NOT ATTACHED TO
 HK0510'BEDROCK BUT LAYING ON TOPOF IT.  LOCATED 37 FEET, 11.3 METERS EAST
 HK0510'FROM THE HIGHEST ROCK ON THE BUTTE.  3 FEET, 0.9 METER SOUTH FROM THE
 HK0510'EDGE OF THE NORTHERN FACE OF THE BUTTE AND 3 FEET, 0.9 METER LOWER
 HK0510'THAN THE STATION.
 HK0510' 
 HK0510'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--HUERFANO BUTTE NO
 HK0510'2 1949--, SET INTO THE TOP OF A BOULDER 3 FEET 0.9 METER LARGEST
 HK0510'DIMENISON. THE DISK IS SOLID BUT SET IN A BOULDER THAT SITS ON OTHER
 HK0510'BOULDERS. IT IS SET IN THE HIGHEST BOULDER ON THE SOUTHERN SIDE OF THE
 HK0510'BUTTE. LOCATED 68 FEET, 20.7 METERS SOUTH FROM THE HIGHEST ROCK ON THE
 HK0510'BUTTE AND 2 FEET 0.6 METER LOWER THAN THE STATION.
 HK0510' 
 HK0510'AZIMUTH MARK IS A STANDARD NGS DISK STAMPED--HUERFANO 1949 NO 2 1982-,
 HK0510'SET INTO A ROUND CONCRETE MONUMENT 12 INCHES ((30 CM)) IN DIAMETER,
 HK0510'FLUSH WITH THE GROUND.  AN IRON ROD WAS DRIVEN NEXT TO THE MARK. IT IS
 HK0510'36 M (118.1 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF THE SOUTH BOUND
 HK0510'INTERSTATE 25 16 M (52.5 FT) WEST-SOUTHWEST FROM THE CENTER OF THE
 HK0510'WESTSIDE ACESS ROAD AND 1.1 M (3.6 FT) SOUTHEAST FROM A METAL WITNESS
 HK0510'POST WITH SIGN. TO REACH THE AZIMUTH MARK FROM THE COURT HOUSE IN
 HK0510'WALSENBURG GO NROTH ON MAIN ST.  OUT OF TOWN FOR 4.0 KM (2.50 MI) TO
 HK0510'THE INTERSECTION OF MAIN STREET (BUSINESS 25) AND INTERSTATE 25.  GO
 HK0510'NORTH FOR 10.6 KM (6.60 MI) ON INTERSTATE 25 TO THE BUTTE ROAD EXIT.
 HK0510'TURN OFF AT THIS EXIT AND TURN LEFT AT THE STOP SIGN PASSING UNDER THE
 HK0510'INTERSTATE AND FOLLOWING THE ACCESS ROAD ON THE WEST SIDE OF THE
 HK0510'INTERSTATE FOR 0.8 KM (0.50 MI) TO THE AZIMUTH MARK ON THE LEFT ON
 HK0510'HIGHWAY RIGHT OF WAY LAND.
 HK0510
 HK0510                          STATION RECOVERY (2005)
 HK0510
 HK0510'RECOVERY NOTE BY GEOCACHING 2005 (ARH)
 HK0510'RECOVERED STATION AND RM1 IN GOOD CONDITION.  RM2 HAD BEEN DEFACED
 HK0510'WITH A CAPITAL 'A' AND SOME OTHER SCRATHES ON THE FACE OF THE DISK.
 HK0510'AZIMUTH MARK SET IN 1982 WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8739 ***********************************************************************
 AH8739  DESIGNATION -  HUERFANO BUTTE AZ MK 2
 AH8739  PID         -  AH8739
 AH8739  STATE/COUNTY-  CO/HUERFANO
 AH8739  USGS QUAD   -  HUERFANO BUTTE (1969)
 AH8739
 AH8739                         *CURRENT SURVEY CONTROL
 AH8739  ___________________________________________________________________
 AH8739* NAD 83(1992)-  37 45 00.40423(N)    104 50 07.27008(W)     ADJUSTED  
 AH8739* NAVD 88     -      1829.6    (meters)    6003.     (feet)  GPS OBS   
 AH8739  ___________________________________________________________________
 AH8739  X           -  -1,293,241.381 (meters)                     COMP
 AH8739  Y           -  -4,882,521.873 (meters)                     COMP
 AH8739  Z           -   3,884,659.799 (meters)                     COMP
 AH8739  LAPLACE CORR-          -8.65  (seconds)                    DEFLEC99
 AH8739  ELLIP HEIGHT-        1811.96  (meters)          (12/03/02) GPS OBS
 AH8739  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 AH8739
 AH8739  HORZ ORDER  -  FIRST
 AH8739  ELLP ORDER  -  FOURTH    CLASS II
 AH8739
 AH8739.The horizontal coordinates were established by GPS observations
 AH8739.and adjusted by the National Geodetic Survey in April 1999..
 AH8739
 AH8739.The orthometric height was determined by GPS observations and a
 AH8739.high-resolution geoid model.
 AH8739
 AH8739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8739
 AH8739.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8739
 AH8739.The ellipsoidal height was determined by GPS observations
 AH8739.and is referenced to NAD 83.
 AH8739
 AH8739.The geoid height was determined by GEOID03.
 AH8739
 AH8739;                    North         East     Units Scale Factor Converg.
 AH8739;SPC CO S     -   425,253.800   972,973.332   MT  0.99994647   +0 24 27.6
 AH8739;SPC CO S     - 1,395,186.84  3,192,163.34   sFT  0.99994647   +0 24 27.6
 AH8739;UTM  13      - 4,178,102.808   514,504.503   MT  0.99960259   +0 06 02.9
 AH8739
 AH8739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8739!SPC CO S     -   0.99971575  x   0.99994647  =   0.99966224
 AH8739!UTM  13      -   0.99971575  x   0.99960259  =   0.99931845
 AH8739
 AH8739                          SUPERSEDED SURVEY CONTROL
 AH8739
 AH8739  ELLIP H (04/26/99) 1811.95   (m)                       GP(       ) 4 2
 AH8739
 AH8739.Superseded values are not recommended for survey control.
 AH8739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8739.See file dsdata.txt to determine how the superseded data were derived.
 AH8739
 AH8739_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB1450578103(NAD 83)
 AH8739_MARKER: DZ = AZIMUTH MARK DISK
 AH8739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8739_STAMPING: HUERFANO BUTTE NO 2 1949 1982
 AH8739_MARK LOGO: NGS   
 AH8739_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AH8739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8739+STABILITY: SURFACE MOTION
 AH8739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8739+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2004
 AH8739
 AH8739  HISTORY     - Date     Condition        Report By
 AH8739  HISTORY     - 1982     MONUMENTED       NGS
 AH8739  HISTORY     - 19820930 GOOD             NGS
 AH8739  HISTORY     - 20040229 GOOD             USPSQD
 AH8739
 AH8739                          STATION DESCRIPTION
 AH8739
 AH8739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (RSC)
 AH8739'THE STATION IS LOCATED ABOUT 14 MI (22.5 KM) SOUTH OF COLORADO CITY,
 AH8739'10 MI (16.1 KM) NORTH-NORTHWEST OF WALSENBURG AND JUST SOUTH OF THE
 AH8739'HUERFANO RIVER, IN THE SOUTHEAST 1/4 OF SECTION 25, T 26 S, R 67 W, AT
 AH8739'INTERSTATE 25 MILEPOST 59.2.  OWNERSHIP--COLORADO DEPT.  OF
 AH8739'TRANSPORTATION RIGHT-OF-WAY TO REACH THE STATION FROM THE INTERSECTION
 AH8739'OF INTERSTATE 25 (EXIT 59) AND BUTTE ROAD, GO NORTH ON THE WESTERN
 AH8739'ACCESS ROAD FOR 0.4 MI (0.6 KM) TO THE AZIMUTH MARK ON THE LEFT AT A
 AH8739'JOG IN THE FENCE THE MARK IS A STANDARD AZIMUTH MARK DISK SET IN A
 AH8739'ROUND 25 CM CONCRETE POST FLUSH WITH THE GROUND.  IT IS 52.2 M (171.3
 AH8739'FT) SOUTH FROM AN AUTOMATED WEATHER STATION, 16.5 M (54.1 FT) WEST
 AH8739'FROM THE CENTER LINE OF THE WESTERN ACCESS ROAD, 3.1 M (10.2 FT) WEST
 AH8739'FROM THE FENCE CORNER NEAREST THE ROAD, 2.85 M (9.35 FT) NORTHEAST
 AH8739'FROM A FENCE CORNER, 1.1 M (3.6 FT) SOUTH FROM A WITNESS POST AND
 AH8739'ABOUT THE SAME ELEVATION AS INTERSTATE 25.
 AH8739
 AH8739                          STATION RECOVERY (1982)
 AH8739
 AH8739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 AH8739'AS THE OLD AZIMUTH MARK WAS DESTROYED A NEW AZIMUTH MARK WAS SET AT
 AH8739'THIS TIME.  TO REACH THE AZIMUTH MARK FROM THE COURT HOUSE IN
 AH8739'WALSENBURG GO NORTH ON MAIN ST.  OUT OF TOWN FOR 4.0 KM (2.50 MI) TO
 AH8739'THE INTERSECTION OF MAIN STREET (BUSINESS 25) AND INTERSTATE 25.  GO
 AH8739'NORTH FOR 10.6 KM (6.60 MI) ON INTERSTATE 25 TO THE BUTTE ROAD EXIT.
 AH8739'TURN OFF AT THIS EXIT AND TURN LEFT AT THE STOP SIGN PASSING UNDER THE
 AH8739'INTERSTATE AND FOLLOWING THE ACCESS ROAD ON THE WESTSIDE OF THE
 AH8739'INTERSTATE FOR 0.8 KM (0.50 MI) TO THE AZIMUTH MARK ON THE LEFT ON
 AH8739'HIGHWAY RIGHT OF WAY LAND.  IT IS 36 M (118.1 FT) WEST-SOUTHWEST FROM
 AH8739'THE CENTERLINE OF THE SOUTH BOUND INTERSTATE 25 16 M (52.5 FT)
 AH8739'WEST-SOUTHWEST FROM THE CENTER OF THE WESTSIDE ACCESS ROAD AND 1.1 M
 AH8739'(3.6 FT) SOUTHEAST FROM A METAL WITNESS POST WITH SIGN.  AN IRON ROD
 AH8739'WAS DRIVEN NEXT TO THE MARK.
 AH8739
 AH8739                          STATION RECOVERY (2004)
 AH8739
 AH8739'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AH8739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0927 ***********************************************************************
 JJ0927  DESIGNATION -  HUEY
 JJ0927  PID         -  JJ0927
 JJ0927  STATE/COUNTY-  CO/BENT
 JJ0927  USGS QUAD   -  LAS ANIMAS (1979)
 JJ0927
 JJ0927                         *CURRENT SURVEY CONTROL
 JJ0927  ___________________________________________________________________
 JJ0927* NAD 83(1992)-  38 02 20.62169(N)    103 14 57.01020(W)     ADJUSTED  
 JJ0927* NAVD 88     -      1215.8    (meters)    3989.     (feet)  VERTCON   
 JJ0927  ___________________________________________________________________
 JJ0927  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 JJ0927  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 JJ0927
 JJ0927  HORZ ORDER  -  FIRST
 JJ0927
 JJ0927.The horizontal coordinates were established by classical geodetic methods
 JJ0927.and adjusted by the National Geodetic Survey in January 1993..
 JJ0927
 JJ0927.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0927
 JJ0927.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0927
 JJ0927.The geoid height was determined by GEOID03.
 JJ0927
 JJ0927;                    North         East     Units Scale Factor Converg.
 JJ0927;SPC CO S     -   459,495.865 1,111,964.253   MT  0.99995177   +1 22 50.2
 JJ0927;SPC CO S     - 1,507,529.35  3,648,169.39   sFT  0.99995177   +1 22 50.2
 JJ0927;UTM  13      - 4,211,595.769   653,642.480   MT  0.99989074   +1 04 44.7
 JJ0927
 JJ0927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0927!SPC CO S     -   0.99981278  x   0.99995177  =   0.99976456
 JJ0927!UTM  13      -   0.99981278  x   0.99989074  =   0.99970354
 JJ0927
 JJ0927:                Primary Azimuth Mark                     Grid Az
 JJ0927:SPC CO S     -  LAS ANIMAS MUNICIPAL TANK                022 24 08.0
 JJ0927:UTM  13      -  LAS ANIMAS MUNICIPAL TANK                022 42 13.5
 JJ0927
 JJ0927|---------------------------------------------------------------------|
 JJ0927| PID    Reference Object                     Distance      Geod. Az  |
 JJ0927|                                                           dddmmss.s |
 JJ0927| JJ0928 LAS ANIMAS MUNICIPAL TANK           APPROX. 3.4 KM 0234658.2 |
 JJ0927| JJ0926 FORT LYON VETERANS HOSP TANK        APPROX.11.0 KM 0672407.4 |
 JJ0927| JJ0931 FORT LYON VETERANS HOSP STACK       APPROX.11.3 KM 0682855.8 |
 JJ0927| CM8810 HUEY AZ MK                                         0731502.0 |
 JJ0927| JJ0932 LAS ANIMAS CEMETERY WATER TANK      APPROX. 2.8 KM 0802139.9 |
 JJ0927| CM8812 HUEY RM 2                            19.757 METERS 08651     |
 JJ0927| CM8811 HUEY RM 1                            15.605 METERS 35646     |
 JJ0927|---------------------------------------------------------------------|
 JJ0927
 JJ0927                          SUPERSEDED SURVEY CONTROL
 JJ0927
 JJ0927  NAD 83(1986)-  38 02 20.60821(N)    103 14 57.00342(W) AD(       ) 1
 JJ0927  NAD 27      -  38 02 20.58241(N)    103 14 55.25152(W) AD(       ) 1
 JJ0927  NGVD 29 (07/19/86) 1215.2    (m)         3987.     (f) VERT ANG       
 JJ0927
 JJ0927.Superseded values are not recommended for survey control.
 JJ0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0927.See file dsdata.txt to determine how the superseded data were derived.
 JJ0927
 JJ0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC5364211596(NAD 83)
 JJ0927_MARKER: DS = TRIANGULATION STATION DISK
 JJ0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0927
 JJ0927  HISTORY     - Date     Condition        Report By
 JJ0927  HISTORY     - 1922     MONUMENTED       CGS
 JJ0927  HISTORY     - 1949     GOOD             USE
 JJ0927  HISTORY     - 1952     GOOD             CGS
 JJ0927  HISTORY     - 1954     GOOD             CGS
 JJ0927  HISTORY     - 1975     GOOD             LOCENG
 JJ0927
 JJ0927                          STATION DESCRIPTION
 JJ0927
 JJ0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 JJ0927'ABOUT 2 MILES SOUTH AND 2 MILES WEST OF LAS ANIMAS ON LAND
 JJ0927'OWNED BY HUEY BROTHERS, ON THE HIGHEST POINT IN THE VICINITY.
 JJ0927'SURFACE MARK IS DISK SET.  UNDERGROUND
 JJ0927'MARK IS A STANDARD REFERENCE DISK SET STEM UP IN A BLOCK OF
 JJ0927'CONCRETE 3 FEET BELOW SURFACE OF GROUND.  REFERENCE MARKS ARE
 JJ0927'DISKS, SET, AT THE FOLLOWING
 JJ0927'DISTANCES AND BEARINGS FROM THE STATION--NO. 1, 15.595
 JJ0927'METERS (51.16 FEET).  NO. 2, 18.810 METERS
 JJ0927'(61.71 FEET).
 JJ0927
 JJ0927                          STATION RECOVERY (1949)
 JJ0927
 JJ0927'RECOVERY NOTE BY US ENGINEERS 1949 (RCS)
 JJ0927'MARK IS DIFFICULT TO FIND FROM DESCRIPTION.  SUGGEST FOLLOWING
 JJ0927'BE CONSIDERED AS A SUBSTITUTE--
 JJ0927'
 JJ0927'FROM ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION AT LAS
 JJ0927'ANIMAS, GO S ON STATE HIGHWAY 101.  LEAVE HIGHWAY 101 AT
 JJ0927'ABOUT 1.1 MILES AND CONTINUE S ON BLACK-TOP ROAD TO JUNCTION
 JJ0927'OF ROADS AT ABOUT 1.7 MILES FROM THE RAILWAY STATION.  TURN
 JJ0927'W AT JUNCTION AND GO ABOUT 0.8 MILE ON A GRAVEL ROAD TO ITS
 JJ0927'JUNCTION WITH A N-S GRAVEL ROAD.  TURN N AND GO ABOUT 400 FEET
 JJ0927'TO THE FOOT OF HILL.  TURN W AND GO ABOUT 0.9 MILE TO A FLUME
 JJ0927'ACROSS IRRIGATION DITCH ON THE LEFT.  CROSS CANAL ON THIS
 JJ0927'FLUME AND WALK SE ABOUT 1,000 FEET TO STATION WHICH IS ON
 JJ0927'HIGHEST POINT IN THIS VICINITY.  STATION IS ON LAND OWNED
 JJ0927'BY A.F. WAGNER.  STATION MARK IS STAMPED HUEY 1922.
 JJ0927
 JJ0927                          STATION RECOVERY (1952)
 JJ0927
 JJ0927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LGT)
 JJ0927'THE STATION MARK AND THE TWO REFERENCE MARKS WERE RECOVERED IN
 JJ0927'GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE
 JJ0927'FOUND TO BE WRONG.  AN AZIMUTH MARK WAS ESTABLISHED.
 JJ0927'
 JJ0927'THE STATION IS LOCATED ABOUT 2.5 MILES SOUTHWEST OF LAS ANIMAS
 JJ0927'ON THE HIGHEST POINT OF A FLAT TOPPED RIDGE THAT IS THE
 JJ0927'HIGHEST POINT IN THE VICINITY.
 JJ0927'
 JJ0927'TO REACH THE STATION FROM LAS ANIMAS GO SOUTH ON STATE
 JJ0927'HIGHWAY 101 FOR 1.2 MILES TO A FORK.  TURN RIGHT, GO SOUTH
 JJ0927'0.4 MILE TO A FORK.  TURN RIGHT, GO WEST 0.8 MILES TO A T
 JJ0927'INTERSECTION.  TURN RIGHT, GO NORTH 0.1 MILE TO A T INTERSECTION.
 JJ0927'TURN LEFT, GO WEST 0.4 MILE TO A LANE AND THE AZIMUTH MARK
 JJ0927'ON THE LEFT.  CONTINUE WEST 0.85 MILE TO A RANCH HOUSE.  PASS
 JJ0927'THROUGH GATE AT NORTH SIDE OF HOUSE THEN TURN LEFT AND GO
 JJ0927'SOUTH AND EAST BETWEEN FENCE AND IRRIGATION DITCH 0.5 MILE
 JJ0927'TO A FENCE CORNER.  TURN LEFT, GO NORTHEAST 0.1 MILE TO THE
 JJ0927'HIGHEST POINT OF THE RIDGE AND THE STATION.
 JJ0927'
 JJ0927'THE STATION MARK IS STAMPED HUEY 1922.  IT IS A STANDARD DISK
 JJ0927'SET IN A CONCRETE MONUMENT.  IT IS
 JJ0927'SET FLUSH 5 FEET SOUTH OF A WHITE WITNESS POST.
 JJ0927'
 JJ0927'REFERENCE MARK 1 IS STAMPED HUEY NO 1 1922.  IT IS A STANDARD
 JJ0927'DISK SET IN A CONCRETE MONUMENT.
 JJ0927'IT PROJECTS 3 INCHES AND IS ABOUT THE SAME ELEVATION AS THE
 JJ0927'STATION MARK.
 JJ0927'
 JJ0927'REFERENCE MARK 2 IS STAMPED HUEY NO 2 1922.  IT IS A STANDARD
 JJ0927'DISK SET IN A CONCRETE MONUMENT.
 JJ0927'IT PROJECTS 3 INCHES AND IS ABOUT 2 FEET LOWER THAN THE
 JJ0927'STATION MARK.
 JJ0927'
 JJ0927'THE AZIMUTH MARK IS STAMPED HUEY 1952.  IT IS A STANDARD DISK
 JJ0927'SET IN A CONCRETE MONUMENT.  IT
 JJ0927'PROJECTS 6 INCHES AND IS SET 32 FEET SOUTH OF THE CENTERLINE
 JJ0927'OF A GRAVEL ROAD, 14 FEET WEST OF THE CENTERLINE OF A LANE,
 JJ0927'3.5 FEET SOUTH OF A WHITE WITNESS POST AND 1 FOOT EAST OF A
 JJ0927'WIRE FENCE.
 JJ0927
 JJ0927                          STATION RECOVERY (1954)
 JJ0927
 JJ0927'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0927'THE STATION, AZIMUTH, AND REFERENCE MARKS WERE RECOVERED AND
 JJ0927'FOUND TO BE IN GOOD CONDITION.  A COMPLETE DESCRIPTION FOLLOWS--
 JJ0927'
 JJ0927'THE STATION IS LOCATED ON THE TOP OF A LOW HILL ABOUT 2 MILES
 JJ0927'AIRLINE SOUTHWEST OF LAS ANIMAS AND ABOUT 14 MILES AIRLINE
 JJ0927'EAST-NORTHEAST OF LA JUNTA.
 JJ0927'
 JJ0927'TO REACH THE STATION FROM THE BENT COUNTY COURTHOUSE IN LAS
 JJ0927'ANIMAS, GO SOUTH ON STATE HIGHWAY 101 FOR 1.2 MILES TO A FORK.
 JJ0927'TAKE THE RIGHT FORK AND GO SOUTH 0.4 MILE TO A FORK.  TURN
 JJ0927'RIGHT AND GO WEST 0.7 MILE TO A T-ROAD.  TURN RIGHT AND GO
 JJ0927'NORTH 0.1 MILE TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND
 JJ0927'GO WEST 0.3 MILE TO A SIDE ROAD, A WITNESS POST, AND THE AZIMUTH
 JJ0927'MARK ON THE LEFT.  KEEP STRAIGHT AHEAD AND GO WEST 0.8 MILE
 JJ0927'TO A SMALL BRIDGE OVER A CANAL.  CROSS THE BRIDGE AND GO
 JJ0927'SOUTHWEST 0.1 MILE TO A FARMHOUSE.  PASS THROUGH TWO GATES
 JJ0927'ON THE RIGHT SIDE OF THE FARMHOUSE AND CROSS AN IRRIGATION
 JJ0927'DITCH.  TURN LEFT AND FOLLOW THE DITCH SOUTH AND EAST 0.5
 JJ0927'MILE TO A FENCE CORNER ON THE LEFT.  CROSS THE DITCH AND
 JJ0927'GO NORTHEAST ABOUT 100 YARDS TO THE TOP OF THE HILL AND
 JJ0927'THE STATION.
 JJ0927'
 JJ0927'THE STATION MARK IS A STANDARD DISK STAMPED HUEY 1922 SET
 JJ0927'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT IS FLUSH
 JJ0927'WITH THE GROUND AND 5 FEET SOUTHWEST OF A WITNESS POST.
 JJ0927'
 JJ0927'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED HUEY NO 1
 JJ0927'1922 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 JJ0927'PROJECTS 1 INCH ABOVE THE GROUND AND IS THE SAME ELEVATION AS
 JJ0927'THE STATION.
 JJ0927'
 JJ0927'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED HUEY NO
 JJ0927'2 1922 SET IN TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 JJ0927'PROJECTS 1 INCH ABOVE THE GROUND AND IS 18 INCHES LOWER THAN
 JJ0927'THE STATION.
 JJ0927'
 JJ0927'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HUEY 1952 SET
 JJ0927'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 JJ0927'2 INCHES ABOVE THE GROUND.  IT IS 1 FOOT EAST OF A FENCE
 JJ0927'LINE, 4 FEET SOUTH OF A WITNESS POST, 12 FEET SOUTH OF A
 JJ0927'FENCE CORNER, 15 FEET WEST OF THE CENTERLINE OF A
 JJ0927'NORTH-SOUTH FARM ROAD, AND 30 FEET SOUTH OF THE CENTERLINE
 JJ0927'OF A GRAVELED EAST-WEST ROAD.
 JJ0927'
 JJ0927'HEIGHT OF STAND--1 M.
 JJ0927'
 JJ0927'THE DISTANCES TO THE MARKS WERE RECHECKED IN THE FIELD AND
 JJ0927'ARE CORRECT.
 JJ0927
 JJ0927                          STATION RECOVERY (1975)
 JJ0927
 JJ0927'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975 (KRW)
 JJ0927'RECOVERED BY R. KEITH HOOK AND ASSOC.
 JJ0927'
 JJ0927'HUEY 1922-GOOD NEEDS NEW WITNESS POST
 JJ0927'
 JJ0927'HUEY NO. 1 1922-GOOD
 JJ0927'
 JJ0927'HUEY NO. 2 1922-GOOD
 JJ0927'
 JJ0927'HUEY 1922 (AZ. MK)-GOOD 2652.71 FEET FROM STATION
 JJ0927'
 JJ0927'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8185 ***********************************************************************
 AH8185  DESIGNATION -  HUGHES
 AH8185  PID         -  AH8185
 AH8185  STATE/COUNTY-  CO/SAN MIGUEL
 AH8185  USGS QUAD   -  BEAVER PARK (1964)
 AH8185
 AH8185                         *CURRENT SURVEY CONTROL
 AH8185  ___________________________________________________________________
 AH8185* NAD 83(1992)-  37 57 06.42404(N)    108 09 04.69234(W)     ADJUSTED  
 AH8185* NAVD 88     -      2767.6    (meters)    9080.     (feet)  GPS OBS   
 AH8185  ___________________________________________________________________
 AH8185  X           -  -1,569,441.237 (meters)                     COMP
 AH8185  Y           -  -4,787,191.583 (meters)                     COMP
 AH8185  Z           -   3,902,916.973 (meters)                     COMP
 AH8185  LAPLACE CORR-           8.40  (seconds)                    DEFLEC99
 AH8185  ELLIP HEIGHT-        2750.60  (meters)          (12/03/02) GPS OBS
 AH8185  GEOID HEIGHT-         -17.01  (meters)                     GEOID03
 AH8185
 AH8185  HORZ ORDER  -  FIRST
 AH8185  ELLP ORDER  -  FOURTH    CLASS II
 AH8185
 AH8185.The horizontal coordinates were established by GPS observations
 AH8185.and adjusted by the National Geodetic Survey in March 1999..
 AH8185
 AH8185.The orthometric height was determined by GPS observations and a
 AH8185.high-resolution geoid model.
 AH8185
 AH8185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8185
 AH8185.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8185
 AH8185.The ellipsoidal height was determined by GPS observations
 AH8185.and is referenced to NAD 83.
 AH8185
 AH8185.The geoid height was determined by GEOID03.
 AH8185
 AH8185;                    North         East     Units Scale Factor Converg.
 AH8185;SPC CO S     -   450,735.143   681,422.459   MT  0.99994750   -1 37 34.5
 AH8185;SPC CO S     - 1,478,786.88  2,235,633.52   sFT  0.99994750   -1 37 34.5
 AH8185;UTM  12      - 4,204,293.898   750,296.965   MT  1.00037168   +1 45 10.3
 AH8185
 AH8185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8185!SPC CO S     -   0.99956858  x   0.99994750  =   0.99951610
 AH8185!UTM  12      -   0.99956858  x   1.00037168  =   0.99994010
 AH8185
 AH8185                          SUPERSEDED SURVEY CONTROL
 AH8185
 AH8185  ELLIP H (03/16/99) 2750.64   (m)                       GP(       ) 4 1
 AH8185
 AH8185.Superseded values are not recommended for survey control.
 AH8185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8185.See file dsdata.txt to determine how the superseded data were derived.
 AH8185
 AH8185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH5029704294(NAD 83)
 AH8185_MARKER: DH = HORIZONTAL CONTROL DISK
 AH8185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8185_STAMPING: HUGHES 1998
 AH8185_MARK LOGO: NGS   
 AH8185_PROJECTION: FLUSH
 AH8185_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AH8185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8185+STABILITY: SURFACE MOTION
 AH8185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8185+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH8185
 AH8185  HISTORY     - Date     Condition        Report By
 AH8185  HISTORY     - 1998     MONUMENTED       NGS
 AH8185
 AH8185                          STATION DESCRIPTION
 AH8185
 AH8185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 AH8185'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) SOUTHEAST OF NORWOOD, 6
 AH8185'MI (9.7 KM) SOUTHWEST OF PLACERVILLE AND 5 MI (8.0 KM) SOUTHEAST OF
 AH8185'GURLEY RESERVOIR, IN THE NORTHEAST 1/4 OF SECTION 35, T 43 N, R 12 W.
 AH8185'OWNERSHIP--SAN MIGUEL COUNTY RIGHT-OF-WAY TO REACH THE STATION FROM
 AH8185'THE INTERSECTION OF STATE HIGHWAY 62 AND 145 IN PLACERVILLE, GO
 AH8185'NORTHWESTERLY ON STATE HIGHWAY 145 FOR 2.8 MI (4.5 KM) TO A SIDE ROAD
 AH8185'LEFT, COUNTY ROAD M44 AND A NATIONAL FOREST SIGN --ACCESS SPECIE
 AH8185'CREEK--.  TURN LEFT, SOUTH, ON COUNTY ROAD M44 FOR 3.25 MI (5.23 KM)
 AH8185'TO A SIDE ROAD LEFT, COUNTY ROAD P52.  CONTINUE AHEAD ON COUNTY ROAD
 AH8185'M44 FOR 1.65 MI (2.66 KM) TO A CATTLE GUARD. CONTINUE AHEAD, CROSSING
 AH8185'THE CATTLE GUARD FOR 2.65 MI (4.26 KM) TO THE STATION ON THE LEFT.  IT
 AH8185'IS ABOUT 0.1 MI (0.2 KM) EAST OF A CORRAL THE MARK IS A STANDARD DISK
 AH8185'SET IN A ROUND 30 CM CONCRETE POST PROJECTING 4 CM ABOVE THE GROUND.
 AH8185'A MAGNET IS SET INTO THE MONUMENT. IT IS 34.4 M (112.9 FT)
 AH8185'EAST-NORTHEAST FROM A POWER POLE, 15.2 M (49.9 FT) SOUTH FROM THE
 AH8185'NORTHERN RIGHT-OF-WAY FENCE, 7.9 M (25.9 FT) SOUTH FROM THE CENTER OF
 AH8185'A DIRT ROAD, 2.2 M (7.2 FT) NORTH FROM THE SOUTHERN RIGHT-OF-WAY
 AH8185'FENCE, 0.7 M (2.3 FT) WEST FROM A WITNESS POST AND ABOUT 30 CM ABOVE
 AH8185'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0518 ***********************************************************************
 KJ0518  DESIGNATION -  HUGO
 KJ0518  PID         -  KJ0518
 KJ0518  STATE/COUNTY-  CO/LINCOLN
 KJ0518  USGS QUAD   -  LAKE SE (1979)
 KJ0518
 KJ0518                         *CURRENT SURVEY CONTROL
 KJ0518  ___________________________________________________________________
 KJ0518* NAD 83(1992)-  39 04 32.78059(N)    103 30 50.78013(W)     ADJUSTED  
 KJ0518* NAVD 88     -      1626.32   (+/-2cm)    5335.7    (feet)  VERTCON   
 KJ0518  ___________________________________________________________________
 KJ0518  LAPLACE CORR-          -5.48  (seconds)                    DEFLEC99
 KJ0518  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 KJ0518
 KJ0518  HORZ ORDER  -  FIRST
 KJ0518  VERT ORDER  -  THIRD ? (See Below)
 KJ0518
 KJ0518.The horizontal coordinates were established by classical geodetic methods
 KJ0518.and adjusted by the National Geodetic Survey in January 1993..
 KJ0518
 KJ0518.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0518.The vertical order pertains to the NGVD 29 superseded value.
 KJ0518
 KJ0518.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0518
 KJ0518.The geoid height was determined by GEOID03.
 KJ0518
 KJ0518;                    North         East     Units Scale Factor Converg.
 KJ0518;SPC CO C     -   444,598.323 1,086,224.402   MT  0.99993601   +1 15 08.9
 KJ0518;SPC CO C     - 1,458,653.00  3,563,721.23   sFT  0.99993601   +1 15 08.9
 KJ0518;UTM  13      - 4,326,235.885   628,531.849   MT  0.99980342   +0 56 12.3
 KJ0518
 KJ0518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0518!SPC CO C     -   0.99974812  x   0.99993601  =   0.99968415
 KJ0518!UTM  13      -   0.99974812  x   0.99980342  =   0.99955159
 KJ0518
 KJ0518                          SUPERSEDED SURVEY CONTROL
 KJ0518
 KJ0518  NAD 83(1986)-  39 04 32.77732(N)    103 30 50.78037(W) AD(       ) 1
 KJ0518  NAD 27      -  39 04 32.81200(N)    103 30 48.98100(W) AD(       ) 1
 KJ0518  NGVD 29 (07/19/86) 1625.54   (m)         5333.1    (f) LEVELING    3  
 KJ0518
 KJ0518.Superseded values are not recommended for survey control.
 KJ0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0518.See file dsdata.txt to determine how the superseded data were derived.
 KJ0518
 KJ0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD2853226236(NAD 83)
 KJ0518_MARKER: Z = SEE DESCRIPTION
 KJ0518_SETTING: 0 = UNSPECIFIED SETTING
 KJ0518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KJ0518
 KJ0518  HISTORY     - Date     Condition        Report By
 KJ0518  HISTORY     - 1880     MONUMENTED       CGS
 KJ0518
 KJ0518                          STATION DESCRIPTION
 KJ0518
 KJ0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1880 (OHT)
 KJ0518'REPORTED IN 1922 AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0519 ***********************************************************************
 KJ0519  DESIGNATION -  HUGO 2
 KJ0519  PID         -  KJ0519
 KJ0519  STATE/COUNTY-  CO/LINCOLN
 KJ0519  USGS QUAD   -  LAKE SE (1979)
 KJ0519
 KJ0519                         *CURRENT SURVEY CONTROL
 KJ0519  ___________________________________________________________________
 KJ0519* NAD 83(1992)-  39 04 32.64480(N)    103 30 50.61404(W)     ADJUSTED  
 KJ0519* NAVD 88     -      1626.9    (meters)    5338.     (feet)  VERTCON   
 KJ0519  ___________________________________________________________________
 KJ0519  LAPLACE CORR-          -5.48  (seconds)                    DEFLEC99
 KJ0519  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 KJ0519
 KJ0519  HORZ ORDER  -  FIRST
 KJ0519
 KJ0519.The horizontal coordinates were established by classical geodetic methods
 KJ0519.and adjusted by the National Geodetic Survey in January 1993..
 KJ0519
 KJ0519.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0519
 KJ0519.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0519
 KJ0519.The geoid height was determined by GEOID03.
 KJ0519
 KJ0519;                    North         East     Units Scale Factor Converg.
 KJ0519;SPC CO C     -   444,594.224 1,086,228.485   MT  0.99993601   +1 15 09.0
 KJ0519;SPC CO C     - 1,458,639.55  3,563,734.62   sFT  0.99993601   +1 15 09.0
 KJ0519;UTM  13      - 4,326,231.764   628,535.908   MT  0.99980343   +0 56 12.4
 KJ0519
 KJ0519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0519!SPC CO C     -   0.99974804  x   0.99993601  =   0.99968406
 KJ0519!UTM  13      -   0.99974804  x   0.99980343  =   0.99955151
 KJ0519
 KJ0519|---------------------------------------------------------------------|
 KJ0519| PID    Reference Object                     Distance      Geod. Az  |
 KJ0519|                                                           dddmmss.s |
 KJ0519| CP8283 HUGO 2 RM 1                          21.412 METERS 10336     |
 KJ0519| CP8281 HUGO 2 AZ MK                                       1891024.9 |
 KJ0519| CP8282 HUGO 2 AZ MK 2                                     1911454.7 |
 KJ0519| CP8284 HUGO 2 RM 2                          20.627 METERS 23421     |
 KJ0519|---------------------------------------------------------------------|
 KJ0519
 KJ0519                          SUPERSEDED SURVEY CONTROL
 KJ0519
 KJ0519  NAD 83(1986)-  39 04 32.64013(N)    103 30 50.60960(W) AD(       ) 1
 KJ0519  NAD 27      -  39 04 32.67900(N)    103 30 48.80700(W) AD(       ) 1
 KJ0519  NGVD 29 (07/19/86) 1626.1    (m)         5335.     (f) VERT ANG       
 KJ0519
 KJ0519.Superseded values are not recommended for survey control.
 KJ0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0519.See file dsdata.txt to determine how the superseded data were derived.
 KJ0519
 KJ0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD2853626232(NAD 83)
 KJ0519_MARKER: DS = TRIANGULATION STATION DISK
 KJ0519_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 KJ0519_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 KJ0519
 KJ0519  HISTORY     - Date     Condition        Report By
 KJ0519  HISTORY     - 1934     MONUMENTED       CGS
 KJ0519  HISTORY     - 1935     GOOD             CGS
 KJ0519  HISTORY     - 1958     GOOD             CGS
 KJ0519  HISTORY     - 1970     GOOD             NGS
 KJ0519  HISTORY     - 1971     GOOD             LOCENG
 KJ0519  HISTORY     - 1976     SEE DESCRIPTION  NGS
 KJ0519
 KJ0519                          STATION DESCRIPTION
 KJ0519
 KJ0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 KJ0519'THE STATION IS LOCATED ABOUT 5 MILES SOUTHWEST OF HUGO AND IS
 KJ0519'ON TOP OF THE HIGHEST SANDHILL IN THE IMMEDIATE VICINITY.
 KJ0519'THIS HILL IS LOCALLY KNOWN AS KIT CARSON HILL.  IT IS IN THE
 KJ0519'NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SEC. 13, T. 11
 KJ0519'S., R. 55 W., ON LAND OWNED BY LOU KOOL OF RANDOLPH, NEBRASKA,
 KJ0519'AND AT PRESENT LEASED BY HENRY HEPNER WHO LIVES TWO MILES SOUTH
 KJ0519'OF THE STATION.  THE STATION MARK PROJECTS 12 INCHES
 KJ0519'AND IS ON THE HIGHEST POINT OF THE ABOVE-MENTIONED HILL.
 KJ0519'
 KJ0519'TO REACH THE STATION FROM HUGO, A SMALL TOWN ON U.S. HIGHWAY
 KJ0519'40-S AND THE UNION PACIFIC RAILROAD, GO SOUTH FROM THE RAILWAY
 KJ0519'DEPOT ON STATE HIGHWAY 109 FOR 4.8 MILES TO A CROSSROADS
 KJ0519'(THERE IS A SMALL CHURCH IN THE SOUTHEAST ANGLE OF THIS
 KJ0519'INTERSECTION.) HERE TURN RIGHT AND GO WEST FOR 2.0 MILES TO
 KJ0519'A CROSSROADS (THERE IS A LARGE TELEPHONE LINE WHICH GOES SOUTH
 KJ0519'FROM THIS POINT.  ALSO THE AZIMUTH MARK IS 90 FEET EAST OF
 KJ0519'THE FENCE CORNER IN THE NORTHEAST ANGLE OF THIS INTERSECTION).
 KJ0519'HERE TURN RIGHT AND GO NORTH 0.2 MILE TO A GATE IN THE FENCE
 KJ0519'ON THE RIGHT SIDE OF THE ROAD, PASS THROUGH GATE AND CONTINUE
 KJ0519'NORTH ON EAST SIDE OF FENCE 0.25 MILE, THEN LEAVE FENCE
 KJ0519'AND GO EAST ALONG FOOT OF HILL IN ORDER TO ROUND HIGH
 KJ0519'POINT OF HILL, THEN GO NORTH 100 YARDS AND THEN CUT BACK
 KJ0519'TO THE WEST 100 YARDS TO THE TOP OF HILL AND STATION.
 KJ0519'
 KJ0519'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE
 KJ0519'STATION AND FLUSH WITH THE GROUND.
 KJ0519'
 KJ0519'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION
 KJ0519'AND FLUSH WITH GROUND.
 KJ0519'
 KJ0519'AZIMUTH MARK IS SOUTH OF THE STATION.  IT IS 4
 KJ0519'FEET NORTH OF THE RIGHT-OF-WAY FENCE ON THE NORTH SIDE OF AN
 KJ0519'EAST-WEST GRADED ROAD, AT A POINT 90 FEET EAST OF THE FENCE
 KJ0519'CORNER IN THE NORTHEAST ANGLE OF THE INTERSECTION OF A NORTH-SOUTH
 KJ0519'AND AN EAST-WEST ROAD, AND PROJECTS 6 INCHES.
 KJ0519'
 KJ0519'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 KJ0519
 KJ0519                          STATION RECOVERY (1935)
 KJ0519
 KJ0519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (AWJ)
 KJ0519'THIS STATION WAS RECOVERED ACCIDENTLY ON APRIL 22, 1935 WHILE
 KJ0519'SEARCHING FOR STATION SUBSIDIARY.  THE STATION HAS BEEN RECENTLY
 KJ0519'PUT IN AND IS ABOUT 4-1/2 MILES SOUTH BY SOUTHWEST OF HUGO ON THE
 KJ0519'TOP OF THE HIGHEST SAND DUNE IN THE VICINITY.  THE STATION
 KJ0519'DISK, SET IN CONCRETE IN THE TOP OF A TILE PROJECTING ABOUT
 KJ0519'18 INCHES ABOVE THE SURFACE, IS STAMPED HUGO NO. 2 1934.  TWO
 KJ0519'REFERENCE MARKS, SET, WERE STAMPED
 KJ0519'RESPECTIVELY, HUGO NO. 1, 1934 AND HUGO NO. 2, 1934.
 KJ0519'EXCELLENT CONDITION.  A ROAD TURNING TO THE WEST ABOUT 5 MILES
 KJ0519'SOUTH OF HUGO ON THE HUGO-TO-KARVAL ROAD PASSES ABOUT
 KJ0519'ONE-QUARTER MILE SOUTH OF THE STATION.
 KJ0519
 KJ0519                          STATION RECOVERY (1958)
 KJ0519
 KJ0519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 KJ0519'THE STATION, BOTH REFERENCE MARKS AND HUGO MUNICIPAL WATER
 KJ0519'TANK, FINIAL WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH
 KJ0519'MARK WAS SEARCHED FOR BUT WAS NOT FOUND.
 KJ0519'
 KJ0519'TO REACH THE STATION FROM THE WEST SIDE OF THE UNION PACIFIC
 KJ0519'R.R. DEPOT IN HUGO, GO SOUTH ON COUNTY ROAD 109 FOR 4.8 MILES
 KJ0519'TO A CROSS ROAD.  TURN RIGHT (WEST) FOR 1.4 MILES AND A GATE
 KJ0519'IN THE FENCE ON THE NORTH SIDE OF THE ROAD.  PASS THROUGH
 KJ0519'GATE AND HEAD NORTHWESTERLY ACROSS PASTURE TO KNOLL AND STATION.
 KJ0519
 KJ0519                          STATION RECOVERY (1970)
 KJ0519
 KJ0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RDS)
 KJ0519'THE STATION IS LOCATED SOUTH 30 DEGREES WEST, ABOUT 4.8 MILES
 KJ0519'AIRLINE FROM HUGO, COLORADO, SOUTH 35 DEGREES EAST ABOUT 16
 KJ0519'MILES AIRLINE FROM LIMON, COLORADO, ON HIGHEST POINT OF SAND
 KJ0519'HILL ON RANCH OWNED BY DOC LEE IN SECTION 24, T.11S., R.55W.,
 KJ0519'6.4 FEET NORTH OF A USC AND GS WITNESS SIGN.
 KJ0519'
 KJ0519'TO REACH FROM THE POST OFFICE IN HUGO, COLORADO, GO SOUTH ONE
 KJ0519'BLOCK TO U.S. HIGHWAY 287 AND 40.  TURN RIGHT (WEST) 0.1 MILE.
 KJ0519'TURN LEFT (SOUTH) AND GO 4.9 MILES ALONG PAVED COUNTY ROAD.
 KJ0519'TURN RIGHT (WEST) ON SECTION LINE ROAD AND GO 1.5 MILES TO
 KJ0519'GATE ON RIGHT.  TURN RIGHT (NORTH) PASS THROUGH GATE AND GO
 KJ0519'0.5 MILE NORTH ALONG TRACK ROAD, TURN LEFT (WEST) CROSS
 KJ0519'COUNTRY FOR 0.2 MILE TO TOP OF SAND HILL AND STATION.
 KJ0519'
 KJ0519'STATION MARK IS A STANDARD USC AND GS BRONZE DISK SET IN THE
 KJ0519'TOP OF A 3 INCH TILE FILLED WITH CONCRETE, PROJECTING 18
 KJ0519'INCHES ABOVE GROUND AND STAMPED HUGO 2 1934.
 KJ0519'
 KJ0519'REFERENCE MARK NO. 1 IS A STANDARD USC AND GS BRONZE REFERENCE
 KJ0519'MARK DISK SET IN THE TOP OF A 3 INCH TILE FILLED WITH CONCRETE
 KJ0519'PROJECTING 0.2 FOOT ABOVE GROUND AND STAMPED HUGO 2 NO. 1 1934.
 KJ0519'
 KJ0519'REFERENCE MARK NO. 2 IS A STANDARD USC AND GS BRONZE REFERENCE
 KJ0519'MARK DISK SET IN THE TOP OF A 3 INCH TILE FILLED WITH CONCRETE
 KJ0519'PROJECTING 0.2 FOOT ABOVE GROUND AND STAMPED HUGO 2 NO. 2 1934.
 KJ0519'
 KJ0519'STATION RUINS USC AND GS 1934 IS VISIBLE FROM THE GROUND AT
 KJ0519'THIS STATION AND WILL SERVE AS THE AZIMUTH MARK.
 KJ0519'
 KJ0519'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
 KJ0519
 KJ0519                          STATION RECOVERY (1971)
 KJ0519
 KJ0519'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (JC)
 KJ0519'STATION RECOVERED BY M J. HARDEN AND ASSOC.
 KJ0519'
 KJ0519'HUGO-2 1934-EXCELLENT
 KJ0519'
 KJ0519'R.M. NOT LOOKED FOR.
 KJ0519'
 KJ0519'AZ MK NOR R.M.S LOOKED FOR.
 KJ0519
 KJ0519                          STATION RECOVERY (1976)
 KJ0519
 KJ0519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 KJ0519'STATION RECOVERED AND ALL MARKS EXCEPT THE AZIMUTH MARK WERE
 KJ0519'FOUND.  STATION MARK SEEMS TO BE LEANING SLIGHTLY TO THE NORTH BUT
 KJ0519'DISTANCE TO REFERENCE MARK 2 AND DIRECTION TO BOTH REFERENCE MARKS
 KJ0519'AND THE HUGO MUNICIPAL WATER TANK CHECKED ADEQUATELY.  DISTANCE
 KJ0519'TO REFERENCE MARK 1 WAS LONG BY 0.036 METERS.  A NEW AZIMUTH
 KJ0519'MARK, AZ 2 WAS ESTABLISHED AT THIS TIME.
 KJ0519'
 KJ0519'STATION IS REACHED FROM THE RAILROAD DEPOT AND TRACKS IN HUGO.  GO
 KJ0519'SOUTHERLY ON STATE HIGHWAY 109 FOR 4.65 MILES TO A GRAVELED
 KJ0519'CROSSROAD.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD FOR 1.55
 KJ0519'MILES TO A WIRE GATE ON RIGHT.  THE GATE IS ABOUT 0.05 MILE WEST
 KJ0519'OF A RISE.  (AZIMUTH MARK IS REACHED FROM THE GATE.  GO WEST ON
 KJ0519'THE GRAVELED ROAD FOR 0.4 MILE TO A GRAVELED ROAD LEFT AND A
 KJ0519'TRACK ROAD RIGHT.  MARK IS ON THE RIGHT IN THE NORTHEAST
 KJ0519'ANGLE).  TURN RIGHT, PASS THRU THE GATE MENTIONED ABOVE AND GO
 KJ0519'NORTHWESTERLY, ACROSS COUNTRY FOR ABOUT 0.65 MILE TO THE TOP
 KJ0519'OF HIGHEST HILL AND STATION.
 KJ0519'
 KJ0519'STATION MARK IS A STATION MARK DISK, STAMPED HUGO 2 1934, SET IN
 KJ0519'THE TOP OF A CONCRETE FILLED 3-INCH PIPE WHICH HAS A 4-INCH HEAD
 KJ0519'WELDED TO THE TOP.  PIPE PROJECTS ABOUT 16 INCHES.  MARK IS 6.3
 KJ0519'FEET NORTH OF A METAL WITNESS POST WITH A METAL WITNESS SIGN
 KJ0519'ATTACHED.
 KJ0519'
 KJ0519'REFERENCE MARK 1 IS A REFERENCE MARK DISK, STAMPED HUGO NO 1
 KJ0519'1934, SET IN THE TOP OF A CONCRETE FILLED 4-INCH PIPE WHICH
 KJ0519'PROJECTS ABOUT 6 INCHES ABOVE GROUND.
 KJ0519'
 KJ0519'REFERENCE MARK 2 IS A REFERENCE MARK DISK, STAMPED HUGO NO 2 1934,
 KJ0519'SET IN THE TOP OF A CONCRETE FILLED 3-INCH PIPE WHICH PROJECTS
 KJ0519'ABOUT 3 INCHES ABOVE GROUND.
 KJ0519'
 KJ0519'AZIMUTH MARK IS AN AZIMUTH MARK DISK, STAMPED HUGO 2 1934 AZ 2
 KJ0519'1976, SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT
 KJ0519'3 INCHES.  MARK IS 66 FEET NORTH-NORTHEAST OF AN EAST-WEST AND
 KJ0519'NORTH-SOUTH ROAD JUNCTION, 26 FEET EAST OF A TRACK ROAD, 10-1/2
 KJ0519'FEET NORTHWEST OF A LARGE WOOD FENCE CORNER POST, 2 FEET
 KJ0519'NORTH-NORTHWEST OF A METAL WITNESS POST WITH A METAL WITNESS
 KJ0519'SIGN ATTACHED AND 1.2 FEET WEST OF A NORTH-SOUTH FENCELINE.
 KJ0519'
 KJ0519'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KJ0519'APPROX. 5 MILES SW OF HUGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0252 ***********************************************************************
 KM0252  DESIGNATION -  HULBERT
 KM0252  PID         -  KM0252
 KM0252  STATE/COUNTY-  CO/GARFIELD
 KM0252  USGS QUAD   -  FORKED GULCH (1971)
 KM0252
 KM0252                         *CURRENT SURVEY CONTROL
 KM0252  ___________________________________________________________________
 KM0252* NAD 83(1992)-  39 31 19.52622(N)    108 02 01.70108(W)     ADJUSTED  
 KM0252* NAVD 88     -      2658.15   (+/-2cm)    8720.9    (feet)  VERTCON   
 KM0252  ___________________________________________________________________
 KM0252  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 KM0252  GEOID HEIGHT-         -15.87  (meters)                     GEOID03
 KM0252
 KM0252  HORZ ORDER  -  THIRD
 KM0252  VERT ORDER  -  THIRD ? (See Below)
 KM0252
 KM0252.The horizontal coordinates were established by classical geodetic methods
 KM0252.and adjusted by the National Geodetic Survey in January 1993..
 KM0252
 KM0252.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0252.The vertical order pertains to the NGVD 29 superseded value.
 KM0252
 KM0252.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0252
 KM0252.The geoid height was determined by GEOID03.
 KM0252
 KM0252;                    North         East     Units Scale Factor Converg.
 KM0252;SPC CO C     -   495,306.302   696,565.868   MT  0.99996286   -1 35 53.0
 KM0252;SPC CO C     - 1,625,017.43  2,285,316.52   sFT  0.99996286   -1 35 53.0
 KM0252;UTM  12      - 4,378,918.243   754,971.575   MT  1.00040049   +1 53 19.1
 KM0252;UTM  13      - 4,379,112.110   239,215.549   MT  1.00043741   -1 55 54.2
 KM0252
 KM0252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0252!SPC CO C     -   0.99958563  x   0.99996286  =   0.99954851
 KM0252!UTM  12      -   0.99958563  x   1.00040049  =   0.99998596
 KM0252!UTM  13      -   0.99958563  x   1.00043741  =   1.00002286
 KM0252
 KM0252:                Primary Azimuth Mark                     Grid Az
 KM0252:SPC CO C     -  CHIEF=8680                               061 47 22.1
 KM0252:UTM  12      -  CHIEF=8680                               058 18 10.0
 KM0252:UTM  13      -  CHIEF=8680                               062 07 23.3
 KM0252
 KM0252|---------------------------------------------------------------------|
 KM0252| PID    Reference Object                     Distance      Geod. Az  |
 KM0252|                                                           dddmmss.s |
 KM0252| KL0742 CHIEF=8680                          APPROX. 3.4 KM 0601129.1 |
 KM0252|---------------------------------------------------------------------|
 KM0252
 KM0252                          SUPERSEDED SURVEY CONTROL
 KM0252
 KM0252  NAD 83(1986)-  39 31 19.51975(N)    108 02 01.69456(W) AD(       ) 3
 KM0252  NAD 27      -  39 31 19.59824(N)    108 01 59.42834(W) AD(       ) 3
 KM0252  NGVD 29 (07/19/86) 2656.87   (m)         8716.7    (f) LEVELING    3  
 KM0252
 KM0252.Superseded values are not recommended for survey control.
 KM0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0252.See file dsdata.txt to determine how the superseded data were derived.
 KM0252
 KM0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ5497278918(NAD 83)
 KM0252_MARKER: DD = SURVEY DISK
 KM0252_SETTING: 0 = UNSPECIFIED SETTING
 KM0252
 KM0252  HISTORY     - Date     Condition        Report By
 KM0252  HISTORY     - 1925     MONUMENTED       USGS
 KM0252  HISTORY     - 1945     GOOD             CGS
 KM0252  HISTORY     - 1959     GOOD             CGS
 KM0252  HISTORY     - 1960     GOOD             CGS
 KM0252  HISTORY     - 1961     GOOD             CGS
 KM0252
 KM0252                          STATION DESCRIPTION
 KM0252
 KM0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (WVK)
 KM0252'STATION RECOVERED AS DESCRIBED.
 KM0252
 KM0252                          STATION RECOVERY (1959)
 KM0252
 KM0252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (MEB)
 KM0252'STATION RECOVERED AND REDESCRIBED AS FOLLOWS--
 KM0252'
 KM0252'STATION IS LOCATED 14 MI. W. OF RIFLE, COLORADO, ON THE OIL SHALE
 KM0252'CLIFFS.
 KM0252'
 KM0252'TO REACH STATION FROM THE P.O. IN RIFLE, PROCEED 13.4 MI. W. ALONG
 KM0252'U.S. HIGHWAY 6, THENCE TURN RIGHT ALONG RANCH RD. TO RANCH PLACE
 KM0252'OWNED BY ORVILLE MAHAFFEY, PASS THROUGH YARD AND CONTINUE ALONG JEEP
 KM0252'RD. WHICH CLIMBS THE OIL SHALE CLIFFS AND BREAKS OUT ON TOP, FOLLOW
 KM0252'THE RD. NE. ALONG THE RIDGE BETWEEN E. FORK OF PARACHUTE CREEK AND
 KM0252'COTTONWOOD GULCH TO GATE.  STATION IS DIRECTLY TO THE LEFT ON A
 KM0252'SAGE COVERED TOP.  DISTANCE FROM U.S. HIGHWAY TO GATE IS 8.8 MI.
 KM0252
 KM0252                          STATION RECOVERY (1960)
 KM0252
 KM0252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (RDS)
 KM0252'STATION RECOVERED AS DESCRIBED.
 KM0252
 KM0252                          STATION RECOVERY (1961)
 KM0252
 KM0252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCD)
 KM0252'STATION MARK--STANDARD BRASS TABLET, CEMENTED IN TOP OF ZINC CONE,
 KM0252'SET FLUSH WITH GROUND, STAMPED WITH V.A. ELEVATION.
 KM0252'
 KM0252'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4313 ***********************************************************************
 AE4313  DESIGNATION -  HUME
 AE4313  PID         -  AE4313
 AE4313  STATE/COUNTY-  CO/EL PASO
 AE4313  USGS QUAD   -  HANOVER (1975)
 AE4313
 AE4313                         *CURRENT SURVEY CONTROL
 AE4313  ___________________________________________________________________
 AE4313* NAD 83(1992)-  38 32 56.41270(N)    104 29 53.93427(W)     ADJUSTED  
 AE4313* NAVD 88     -      1571.8    (meters)    5157.     (feet)  GPS OBS   
 AE4313  ___________________________________________________________________
 AE4313  X           -  -1,250,730.091 (meters)                     COMP
 AE4313  Y           -  -4,836,801.195 (meters)                     COMP
 AE4313  Z           -   3,954,252.659 (meters)                     COMP
 AE4313  LAPLACE CORR-          -6.17  (seconds)                    DEFLEC99
 AE4313  ELLIP HEIGHT-        1552.60  (meters)          (12/03/02) GPS OBS
 AE4313  GEOID HEIGHT-         -19.24  (meters)                     GEOID03
 AE4313
 AE4313  HORZ ORDER  -  FIRST
 AE4313  ELLP ORDER  -  FOURTH    CLASS II
 AE4313
 AE4313.The horizontal coordinates were established by GPS observations
 AE4313.and adjusted by the National Geodetic Survey in October 1997..
 AE4313
 AE4313.The orthometric height was determined by GPS observations and a
 AE4313.high-resolution geoid model.
 AE4313
 AE4313.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4313
 AE4313.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4313
 AE4313.The ellipsoidal height was determined by GPS observations
 AE4313.and is referenced to NAD 83.
 AE4313
 AE4313.The geoid height was determined by GEOID03.
 AE4313
 AE4313;                    North         East     Units Scale Factor Converg.
 AE4313;SPC CO C     -   384,726.814 1,001,719.002   MT  0.99998201   +0 37 54.3
 AE4313;SPC CO C     - 1,262,224.56  3,286,473.09   sFT  0.99998201   +0 37 54.3
 AE4313;UTM  13      - 4,266,850.231   543,716.330   MT  0.99962353   +0 18 45.5
 AE4313
 AE4313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4313!SPC CO C     -   0.99975645  x   0.99998201  =   0.99973846
 AE4313!UTM  13      -   0.99975645  x   0.99962353  =   0.99938007
 AE4313
 AE4313                          SUPERSEDED SURVEY CONTROL
 AE4313
 AE4313  ELLIP H (10/31/97) 1552.61   (m)                       GP(       ) 4 1
 AE4313
 AE4313.Superseded values are not recommended for survey control.
 AE4313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4313.See file dsdata.txt to determine how the superseded data were derived.
 AE4313
 AE4313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC4371666850(NAD 83)
 AE4313_MARKER: DH = HORIZONTAL CONTROL DISK
 AE4313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4313_STAMPING: HUME 1996
 AE4313_MARK LOGO: NGS   
 AE4313_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE4313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4313+STABILITY: SURFACE MOTION
 AE4313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4313+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4313
 AE4313  HISTORY     - Date     Condition        Report By
 AE4313  HISTORY     - 1996     MONUMENTED       NGS
 AE4313
 AE4313                          STATION DESCRIPTION
 AE4313
 AE4313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE4313'THE STATION IS LOCATED ABOUT 18 MI (29.0 KM) SOUTH OF FALCON AIR FORCE
 AE4313'BASE, 15 MI (24.1 KM) SOUTHEAST OF FOUNTAIN AND 2 MI (3.2 KM) NORTH OF
 AE4313'THE EL PASO-PUEBLO COUNTY LINE, IN THE SOUTHEAST 1/4 OF SECTION 24, T
 AE4313'17 S, R 64 W.  OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY  TO REACH THE
 AE4313'STATION FROM THE INTERSECTION OF HANOVER ROAD AND DEGROOT ROAD, 9 MI
 AE4313'(14.5 KM) EAST OF PIKES PEAK MEADOWS, GO SOUTH ON DEGROOT ROAD FOR 2.0
 AE4313'MI (3.2 KM) TO A DEAD END AND THE MARK ON THE RIGHT, IN THE SOUTHWEST
 AE4313'CORNER  THE DISK IS A STANDARD DISK SET IN THE TOP OF A 50 CM ROUND
 AE4313'CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 12.0 M (39.4 FT) NORTH
 AE4313'FROM USGS BENCH MARK 32 HA 1947, 9.3 M (30.5 FT) WEST FROM THE CENTER
 AE4313'OF DEGROOT ROAD, 9.25 M (30.35 FT) WEST FROM THE TOP CENTER OF A
 AE4313'TELEPHONE POLE NOW USED AS A FENCE POST, 4.3 M (14.1 FT)
 AE4313'SOUTH-SOUTHEAST FROM THE CENTER OF A GATE, 1.9 M (6.2 FT) NORTHEAST
 AE4313'FROM A FENCE CORNER, 1.3 M (4.3 FT) NORTH FROM FENCE, 1.1 M (3.6 FT)
 AE4313'EAST FROM A FENCE, 0.8 M (2.6 FT) WEST FROM A WITNESS POST AND ABOUT
 AE4313'0.1 MI (0.2 KM) NORTH OF CHICO CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0800 ***********************************************************************
 JJ0800  DESIGNATION -  HUMP
 JJ0800  PID         -  JJ0800
 JJ0800  STATE/COUNTY-  CO/PROWERS
 JJ0800  USGS QUAD   -  GRANADA NW (1955)
 JJ0800
 JJ0800                         *CURRENT SURVEY CONTROL
 JJ0800  ___________________________________________________________________
 JJ0800* NAD 83(1992)-  38 11 58.64205(N)    102 22 46.45574(W)     ADJUSTED  
 JJ0800* NAVD 88     -      1166.     (meters)    3825.     (feet)  VERTCON   
 JJ0800  ___________________________________________________________________
 JJ0800  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 JJ0800  GEOID HEIGHT-         -23.39  (meters)                     GEOID03
 JJ0800
 JJ0800  HORZ ORDER  -  THIRD
 JJ0800
 JJ0800.The horizontal coordinates were established by classical geodetic methods
 JJ0800.and adjusted by the National Geodetic Survey in January 1993..
 JJ0800
 JJ0800.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0800
 JJ0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0800
 JJ0800.The geoid height was determined by GEOID03.
 JJ0800
 JJ0800;                    North         East     Units Scale Factor Converg.
 JJ0800;SPC CO S     -   479,501.650 1,187,671.968   MT  0.99996569   +1 54 50.4
 JJ0800;SPC CO S     - 1,573,165.00  3,896,553.78   sFT  0.99996569   +1 54 50.4
 JJ0800;UTM  13      - 4,231,210.123   729,460.613   MT  1.00024850   +1 37 16.3
 JJ0800
 JJ0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0800!SPC CO S     -   0.99982067  x   0.99996569  =   0.99978636
 JJ0800!UTM  13      -   0.99982067  x   1.00024850  =   1.00006912
 JJ0800
 JJ0800                          SUPERSEDED SURVEY CONTROL
 JJ0800
 JJ0800  NAD 83(1986)-  38 11 58.63971(N)    102 22 46.45128(W) AD(       ) 3
 JJ0800  NAD 27      -  38 11 58.60665(N)    102 22 44.76277(W) AD(       ) 3
 JJ0800  NGVD 29 (07/19/86) 1166.     (m)         3825.     (f) VERT ANG       
 JJ0800
 JJ0800.Superseded values are not recommended for survey control.
 JJ0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0800.See file dsdata.txt to determine how the superseded data were derived.
 JJ0800
 JJ0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC2946131210(NAD 83)
 JJ0800
 JJ0800  HISTORY     - Date     Condition        Report By
 JJ0800  HISTORY     - 1950     MONUMENTED       USGS
 JJ0800  HISTORY     - 1954     MARK NOT FOUND   USGS
 JJ0800  HISTORY     - 1968     MARK NOT FOUND   USGS
 JJ0800
 JJ0800                          STATION DESCRIPTION
 JJ0800
 JJ0800'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (CHB)
 JJ0800'STATION SEARCHED FOR, NOT FOUND.
 JJ0800
 JJ0800                          STATION RECOVERY (1968)
 JJ0800
 JJ0800'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (THW)
 JJ0800'STATION LOCATED 8.0 MI. (AIRLINE) N. OF CARLTON, COLORADO, ABOUT 9.5
 JJ0800'MI. (AIRLINE) NW. OF HARTMAN, COLORADO, IN SEC. 29, T 21 S, R 44 W,
 JJ0800'IN A CULTIVATED FIELD.
 JJ0800'
 JJ0800'TO REACH FROM HIGHWAY 50 AT CARLTON, COLORADO, PROCEED E. ON U.S.
 JJ0800'HIGHWAY 50 FOR 0.4 MI. TO JUNCTION OF HIGHWAY 50 AND 117, GO LEFT (N.)
 JJ0800'ON COUNTY RD. FOR 8.3 MI. TO A CROSSROAD, TURN RIGHT (E.) AND GO 2.0
 JJ0800'MI. TO A CROSSROAD.  STATION IS ABOUT 1/3 MI. SW. OF CENTER OF
 JJ0800'CROSSROAD.
 JJ0800'
 JJ0800'SEARCHED FOR, NOT FOUND.
 JJ0800'
 JJ0800'STATION MARK--STANDARD USGS TABLET CEMENTED IN CONCRETE MONUMENT
 JJ0800'BURIED IN GROUND 18 IN., STAMPED ---HUMP 1950---.
 JJ0800'
 JJ0800'REFERENCE MARK NO. 1--STANDARD TABLET CEMENTED IN CONCRETE POST FLUSH
 JJ0800'WITH GROUND SURFACE, STAMPED ---HUMP NO. 1 1950---, 839.53 FT. FROM
 JJ0800'STATION MARK, S 00 DEG 51 MIN W.
 JJ0800'
 JJ0800'REFERENCE MARK NO. 2--STANDARD TABLET CEMENTED IN CONCRETE POST
 JJ0800'PROJECTING 4 IN. ABOVE GROUND, STAMPED ---HUMP NO. 2 1950---, 1013.1
 JJ0800'FT. FROM STATION MARK, S 89 DEG 40 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0586 ***********************************************************************
 LK0586  DESIGNATION -  HUNT
 LK0586  PID         -  LK0586
 LK0586  STATE/COUNTY-  CO/LOGAN
 LK0586  USGS QUAD   -  ROCKLAND (1972)
 LK0586
 LK0586                         *CURRENT SURVEY CONTROL
 LK0586  ___________________________________________________________________
 LK0586* NAD 83(1992)-  40 33 40.09496(N)    102 41 12.05302(W)     ADJUSTED  
 LK0586* NAVD 88     -      1262.1    (meters)    4141.     (feet)  GPS OBS   
 LK0586  ___________________________________________________________________
 LK0586  X           -  -1,065,893.588 (meters)                     COMP
 LK0586  Y           -  -4,734,874.548 (meters)                     COMP
 LK0586  Z           -   4,126,327.283 (meters)                     COMP
 LK0586  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 LK0586  ELLIP HEIGHT-        1241.58  (meters)          (12/03/02) GPS OBS
 LK0586  GEOID HEIGHT-         -20.44  (meters)                     GEOID03
 LK0586
 LK0586  HORZ ORDER  -  FIRST
 LK0586  ELLP ORDER  -  FOURTH    CLASS II
 LK0586
 LK0586.The horizontal coordinates were established by GPS observations
 LK0586.and adjusted by the National Geodetic Survey in July 1996..
 LK0586
 LK0586.The orthometric height was determined by GPS observations and a
 LK0586.high-resolution geoid model.
 LK0586
 LK0586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0586
 LK0586.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0586
 LK0586.The ellipsoidal height was determined by GPS observations
 LK0586.and is referenced to NAD 83.
 LK0586
 LK0586.The geoid height was determined by GEOID03.
 LK0586
 LK0586;                    North         East     Units Scale Factor Converg.
 LK0586;SPC CO N     -   444,905.918 1,152,617.165   MT  0.99997149   +1 49 04.0
 LK0586;SPC CO N     - 1,459,662.17  3,781,544.82   sFT  0.99997149   +1 49 04.0
 LK0586;UTM  13      - 4,492,612.679   695,846.668   MT  1.00007215   +1 30 17.0
 LK0586
 LK0586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0586!SPC CO N     -   0.99980527  x   0.99997149  =   0.99977677
 LK0586!UTM  13      -   0.99980527  x   1.00007215  =   0.99987741
 LK0586
 LK0586:                Primary Azimuth Mark                     Grid Az
 LK0586:SPC CO N     -  HUNT AZ MK                               016 41 49.2
 LK0586:UTM  13      -  HUNT AZ MK                               017 00 36.2
 LK0586
 LK0586|---------------------------------------------------------------------|
 LK0586| PID    Reference Object                     Distance      Geod. Az  |
 LK0586|                                                           dddmmss.s |
 LK0586| CP8285 HUNT AZ MK                                         0183053.2 |
 LK0586| CP8286 HUNT RM 1                            24.960 METERS 07147     |
 LK0586| CP8287 HUNT RM 2                            22.141 METERS 16333     |
 LK0586|---------------------------------------------------------------------|
 LK0586
 LK0586                          SUPERSEDED SURVEY CONTROL
 LK0586
 LK0586  ELLIP H (10/08/96) 1241.61   (m)                       GP(       ) 1 1
 LK0586  ELLIP H (07/08/96) 1241.86   (m)                       GP(       ) 1 1
 LK0586  NAD 83(1992)-  40 33 40.09349(N)    102 41 12.05299(W) AD(       ) 1
 LK0586  NAD 83(1986)-  40 33 40.08935(N)    102 41 12.05384(W) AD(       ) 1
 LK0586  NAD 27      -  40 33 40.12228(N)    102 41 10.36628(W) AD(       ) 1
 LK0586
 LK0586.Superseded values are not recommended for survey control.
 LK0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0586.See file dsdata.txt to determine how the superseded data were derived.
 LK0586
 LK0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE9584792613(NAD 83)
 LK0586_MARKER: DS = TRIANGULATION STATION DISK
 LK0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0586_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LK0586_STAMPING: HUNT 1969
 LK0586_MARK LOGO: CGS   
 LK0586_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE
 LK0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0586+STABILITY: SURFACE MOTION
 LK0586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0586+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1995
 LK0586
 LK0586  HISTORY     - Date     Condition        Report By
 LK0586  HISTORY     - 1969     MONUMENTED       CGS
 LK0586  HISTORY     - 1971     GOOD             USGS
 LK0586  HISTORY     - 19950628 GOOD             MSAM
 LK0586
 LK0586                          STATION DESCRIPTION
 LK0586
 LK0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 LK0586'NO MEASUREMENTS BETWEEN THE R.M.S DUE TO A LARGE PILE OF WOOD ON
 LK0586'LINE.
 LK0586'
 LK0586'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 23, T. 7
 LK0586'N., R. 48 W., IN THE FARM YARD ON PROPERTY OF MR. CHARLES HUNT.  IT
 LK0586'IS LOCATED ABOUT 12 MILES SOUTHEAST OF FLEMING, 6-1/2 MILES
 LK0586'SOUTH-SOUTHWEST OF HAXTUN AND 3 MILES WEST OF STATE HIGHWAY 59.
 LK0586'
 LK0586'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 6 AND
 LK0586'STATE HIGHWAY 59 IN HAXTUN, GO SOUTH ON STATE HIGHWAY 59 FOR 3.7
 LK0586'MILES TO A CROSSROAD.  TURN RIGHT AND GO WEST ON A GRAVELED ROAD
 LK0586'FOR 3.0 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH ON A
 LK0586'GRAVELED ROAD FOR 1.1 MILES TO THE AZIMUTH MARK ON THE
 LK0586'LEFT.  CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.4 MILE TO
 LK0586'MR. HUNTS DRIVEWAY ON THE RIGHT.  TURN RIGHT AND GO WEST AND
 LK0586'NORTH ON THE DRIVEWAY FOR 0.1 MILE TO THE NORTHWEST CORNER OF A
 LK0586'QUONSET.  TURN LEFT, GO WEST AND SOUTHWEST FOR 0.1 MILE TO
 LK0586'THE STATION.
 LK0586'
 LK0586'THE STATION MARK IS A STANDARD DISK STAMPED HUNT 1969, SET IN THE
 LK0586'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 LK0586'GROUND SURFACE.  IT IS 254 FEET EAST OF A NORTH-SOUTH WIRE FENCE,
 LK0586'156.2 FEET NORTH OF AN EAST-WEST WIRE FENCE AND 152 FEET WEST OF
 LK0586'THE WEST EDGE OF A METAL SHED.
 LK0586'
 LK0586'REFERENCE MARK 1 IS A STANDARD DISK STAMPED HUNT NO 1 1969, SET
 LK0586'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 LK0586'PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 91 FEET
 LK0586'NORTHWEST OF THE SOUTHWEST CORNER OF THE METAL SHED AND 75 FEET
 LK0586'SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF THE METAL SHED.
 LK0586'
 LK0586'REFERENCE MARK 2 IS A STANDARD DISK STAMPED HUNT NO 2 1969, SET
 LK0586'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 LK0586'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 134 FEET WEST-SOUTHWEST
 LK0586'OF THE SOUTHWEST CORNER OF THE METAL SHED AND 83.6 FEET NORTH OF
 LK0586'THE EAST-WEST WIRE FENCE.
 LK0586'
 LK0586'THE AZIMUTH MARK IS A STANDARD DISK STAMPED HUNT 1969, SET IN THE
 LK0586'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4
 LK0586'INCHES ABOVE THE GROUND SURFACE.  IT IS 32 FEET EAST OF THE CENTER
 LK0586'OF THE GRAVELED ROAD, 2 FEET SOUTH OF A METAL WITNESS POST, 2 FEET
 LK0586'SOUTH OF A POWER LINE POLE AND 1.2 FEET EAST OF A NORTH-SOUTH
 LK0586'WIRE FENCE.
 LK0586'
 LK0586'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 LK0586
 LK0586                          STATION RECOVERY (1971)
 LK0586
 LK0586'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (HH)
 LK0586'THIS STATION WAS NOT OCCUPIED, THUS DISTANCES AND DIRECTIONS TO
 LK0586'THE REFERENCE MARKS WERE NOT REMEASURED.
 LK0586'
 LK0586'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN USC
 LK0586'AND GS NORTHEASTERN COLORADO UNADJUSTED FIELD DESCRIPTIONS.
 LK0586'
 LK0586'THE STATION AND REFERENCE MARKS ARE STANDARD USC AND GS BRONZE
 LK0586'DISKS, SET IN CONCRETE POSTS.
 LK0586'
 LK0586'STATION MARK--DISK IS FLUSH WITH THE GROUND, AND STAMPED HUNT 1969.
 LK0586'
 LK0586'REFERENCE MARK NO. 1--DISK PROJECTING 0.3 FEET ABOVE GROUND, AND
 LK0586'STAMPED HUNT 1 1969.
 LK0586'
 LK0586'REFERENCE MARK NO. 2--DISK PROJECTING 0.3 FEET ABOVE GROUND, AND
 LK0586'STAMPED HUNT 2 1969.
 LK0586
 LK0586                          STATION RECOVERY (1995)
 LK0586
 LK0586'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0586'THE STATION IS LOCATED ABOUT 12 MILES (19.3 KM) SOUTHEAST OF FLEMING,
 LK0586'6 1/2 MILES SOUTH-SOUTHWEST OF HAXTUN AND 3 MILES (4.8 KM) WEST OF
 LK0586'STATE HIGHWAY 59, IN THE SOUTHEAST 1/4 OF SECTION 23, T 7 N, R 48 W.
 LK0586'OWNERSHIP-- MRS.  LEONA HUNT (970) 774-7283.  TO REACH FROM THE POST
 LK0586'OFFICE IN FLEMING, GO 0.1 MILES (0.2 KM) SOUTH ON LOGAN AVENUE TO US
 LK0586'HIGHWAY 6 (WESTON STREET) , GO 6.35 MILES (10.22 KM) EAST ON US 6 TO
 LK0586'COUNTY ROAD 91, GO 4.85 MILES (7.81 KM) SOUTH ON COUNTY ROAD 91 TO
 LK0586'COUNTY ROAD 22, GO 2.0 MILES (3.2 KM) EAST ON COUNTY ROAD 22 TO COUNTY
 LK0586'ROAD 95, GO 1.6 MILES (2.6 KM) SOUTH ON COUNTY ROAD 95 TO A DRIVE
 LK0586'LEADING WEST, GO 0.1 MILES (0.2 KM) WEST ON THE PRIVATE DRIVE PAST THE
 LK0586'FARM HOUSE AND ALL OTHER FARM BUILDINGS, TO THE MARK IN THE FIELD ON
 LK0586'THE RIGHT.  THE STATION MARK IS A STANDARD DISK SET IN A 12-INCH ROUND
 LK0586'CONCRETE MONUMENT, IT IS 3 FT (0.9 M) SOUTH OF A FIBERGLASS WITNESS
 LK0586'POST, 154 FT (46.9 M) NORTH OF A EAST-WEST FENCE AND 249 FT (75.9 M)
 LK0586'EAST OF A NORTH-SOUTH FENCE, RM 1 AND RM 2 WERE RECOVERED IN GOOD
 LK0586'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0769 ***********************************************************************
 JL0769  DESIGNATION -  HUNTSMAN
 JL0769  PID         -  JL0769
 JL0769  STATE/COUNTY-  CO/GUNNISON
 JL0769  USGS QUAD   -  POWDERHORN (1982)
 JL0769
 JL0769                         *CURRENT SURVEY CONTROL
 JL0769  ___________________________________________________________________
 JL0769* NAD 83(1992)-  38 19 50.50436(N)    107 03 54.57186(W)     ADJUSTED  
 JL0769* NAVD 88     -      2928.01   (+/-2cm)    9606.3    (feet)  VERTCON   
 JL0769  ___________________________________________________________________
 JL0769  LAPLACE CORR-           3.59  (seconds)                    DEFLEC99
 JL0769  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 JL0769
 JL0769  HORZ ORDER  -  FIRST
 JL0769  VERT ORDER  -  THIRD ? (See Below)
 JL0769
 JL0769.The horizontal coordinates were established by classical geodetic methods
 JL0769.and adjusted by the National Geodetic Survey in January 1993..
 JL0769
 JL0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0769.The vertical order pertains to the NGVD 29 superseded value.
 JL0769
 JL0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0769
 JL0769.The geoid height was determined by GEOID03.
 JL0769
 JL0769;                    North         East     Units Scale Factor Converg.
 JL0769;SPC CO C     -   361,191.024   777,552.965   MT  1.00002559   -0 59 13.7
 JL0769;SPC CO C     - 1,185,007.55  2,551,021.69   sFT  1.00002559   -0 59 13.7
 JL0769;SPC CO S     -   490,632.231   777,558.443   MT  0.99998288   -0 57 36.1
 JL0769;SPC CO S     - 1,609,682.58  2,551,039.66   sFT  0.99998288   -0 57 36.1
 JL0769;UTM  13      - 4,244,525.479   319,492.697   MT  1.00000128   -1 16 52.2
 JL0769
 JL0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0769!SPC CO C     -   0.99954304  x   1.00002559  =   0.99956861
 JL0769!SPC CO S     -   0.99954304  x   0.99998288  =   0.99952592
 JL0769!UTM  13      -   0.99954304  x   1.00000128  =   0.99954432
 JL0769
 JL0769|---------------------------------------------------------------------|
 JL0769| PID    Reference Object                     Distance      Geod. Az  |
 JL0769|                                                           dddmmss.s |
 JL0769| CM7476 HUNTSMAN RM 2                         5.555 METERS 08149     |
 JL0769| CM7477 HUNTSMAN RM SE                       34.611 METERS 14849     |
 JL0769| CM7475 HUNTSMAN RM 1                        23.680 METERS 15459     |
 JL0769| CM7478 HUNTSMAN RM SSW                      41.881 METERS 20818     |
 JL0769| CM7260 US FOREST SERVICE MAST                             2744010.7 |
 JL0769| CM7259 US BLM MAST                                        2751702.9 |
 JL0769| CM7474 HUNTSMAN AZ MK                                     2954943.7 |
 JL0769|---------------------------------------------------------------------|
 JL0769
 JL0769                          SUPERSEDED SURVEY CONTROL
 JL0769
 JL0769  NAD 83(1986)-  38 19 50.50171(N)    107 03 54.58007(W) AD(       ) 1
 JL0769  NAD 27      -  38 19 50.52360(N)    107 03 52.40600(W) AD(       ) 1
 JL0769  NGVD 29 (07/19/86) 2926.46   (m)         9601.2    (f) LEVELING    3  
 JL0769
 JL0769.Superseded values are not recommended for survey control.
 JL0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0769.See file dsdata.txt to determine how the superseded data were derived.
 JL0769
 JL0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC1949344525(NAD 83)
 JL0769_MARKER: DB = BENCH MARK DISK
 JL0769_SETTING: 66 = SET IN ROCK OUTCROP
 JL0769
 JL0769  HISTORY     - Date     Condition        Report By
 JL0769  HISTORY     - 1958     MONUMENTED       USGS
 JL0769  HISTORY     - 1959     GOOD             USGS
 JL0769  HISTORY     - 1968     SEE DESCRIPTION  CGS
 JL0769  HISTORY     - 1970     GOOD             NGS
 JL0769
 JL0769                          STATION DESCRIPTION
 JL0769
 JL0769'DESCRIBED BY US GEOLOGICAL SURVEY 1958 (OSR)
 JL0769'THE STATION IS ABOUT 17 MILES SOUTHWEST OF GUNNISON, 10 MILES
 JL0769'SOUTH AND 1-1/2 MILES EAST OF IOLA, 3-1/2 MILES WEST OF THE
 JL0769'GUNNISON-SAGUACHE COUNTY LINE, 4-1/2 MILES NORTHEAST OF POWDERHORN
 JL0769'AND NEAR THE NORTH END OF HUNTSMAN MESA.  IT IS ON THE HIGHEST
 JL0769'POINT OF A ROCKY, NORTHWEST-SOUTHEAST RIDGE WHICH IS BETWEEN
 JL0769'THE HEAD OF MILKRANCH GULCH AND WILLOW CREEK.
 JL0769'
 JL0769'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 AND
 JL0769'STATE HIGHWAY 135 IN GUNNISON, GO WEST ON HIGHWAY 50 FOR 11.0
 JL0769'MILES TO THE JUNCTION OF STATE HIGHWAY 149 ON THE LEFT, TURN
 JL0769'LEFT AND GO SOUTH ON HIGHWAY 149 FOR 10.7 MILES TO THE TOP
 JL0769'OF A RIDGE AND A TRACK ROAD ON THE LEFT, CONTINUE SOUTH FOR
 JL0769'201 FEET TO A DIM TRACK ROAD AND THE AZIMUTH MARK ON THE LEFT,
 JL0769'TURN SHARP LEFT AND GO EAST FOR 0.1 MILE TO A FORK, TAKE
 JL0769'THE LEFT ROAD AND CONTINUE EASTERLY FOR 0.35 MILE TO A WOOD
 JL0769'GATE IN AN EAST-WEST FENCE ON THE RIGHT, CONTINUE EAST ALONG
 JL0769'THE NORTH SIDE OF FENCE FOR 0.2 MILE TO A FENCE CORNER AND
 JL0769'A REVERSE Y-JUNCTION, TURN RIGHT AND GO SOUTHEAST FOR 0.35
 JL0769'MILE TO A FORK, TAKE THE RIGHT ROAD AND GO 0.2 MILE TO A
 JL0769'DIM TRACK ROAD ON THE LEFT, TURN LEFT AND GO EAST, SOUTH
 JL0769'AND EAST FOR 0.8 MILE TO A SADDLE AT THE SOUTHEAST END OF RIDGE,
 JL0769'TURN SHARP LEFT AND GO NORTHWEST FOR 0.2 MILE TO THE
 JL0769'HIGHEST POINT AND THE STATION.
 JL0769'
 JL0769'THE STATION AND REFERENCE MARKS ARE STANDARD U.S. GEOLOGICAL
 JL0769'SURVEY BENCH MARK DISKS.
 JL0769'
 JL0769'THE STATION MARK IS STAMPED 1950 HUNTSMAN, CEMENTED IN A
 JL0769'DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.
 JL0769'IT IS 108 FEET WEST-NORTHWEST OF A 16-INCH PINE TREE AND
 JL0769'6 FEET SOUTH OF A WHITE WITNESS POST.
 JL0769'
 JL0769'REFERENCE MARK 1 IS STAMPED HUNTSMAN NO 1, CEMENTED IN A DRILL
 JL0769'HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  IT IS
 JL0769'45 FEET WEST OF THE PINE TREE.
 JL0769'
 JL0769'REFERENCE MARK 2 IS STAMPED HUNTSMAN NO 2, CEMENTED IN A DRILL
 JL0769'HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  IT IS
 JL0769'97 FEET NORTHWEST OF THE PINE TREE.
 JL0769'
 JL0769'REFERENCE MARK IS UNSTAMPED, CEMENTED IN A DRILL HOLE IN
 JL0769'OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  IT IS 32 FEET
 JL0769'SOUTHWEST OF THE PINE TREE.
 JL0769'
 JL0769'REFERENCE MARK IS UNSTAMPED, CEMENTED IN A DRILL HOLE IN
 JL0769'OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  IT IS ON THE
 JL0769'SOUTHWEST SLOPE OF THE RIDGE AND HAS A SMALL CAIRN 1 FOOT
 JL0769'SOUTH OF THE MARK.
 JL0769'
 JL0769'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED HUNTSMAN 1958,
 JL0769'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 JL0769'3 INCHES.  IT IS 201 FEET SOUTHWEST OF THE CENTER OF THE
 JL0769'INTERSECTION OF HIGHWAY 149 AND THE TRACK ROAD, 33 FEET
 JL0769'SOUTHEAST OF THE CENTER OF HIGHWAY 149, 13 FEET NORTH OF THE
 JL0769'CENTER OF THE DIM TRACK ROAD AND 2.5 FEET SOUTHEAST OF A WHITE
 JL0769'WITNESS POST.
 JL0769
 JL0769                          STATION RECOVERY (1959)
 JL0769
 JL0769'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 JL0769'LOCATED  ABOUT 15 MI. SW. OF GUNNISON, 3 MI. SE. OF SPENCER, ON TOP OF
 JL0769'BARE KNOLL AT N. END OF HUNTSMAN MESA.
 JL0769'
 JL0769'TO REACH FROM GUNNISON, GO W. ABOUT 12 MI. ON U.S. HWY 50 TO
 JL0769'INTERSECTION OF STATE HWY. 149 GO S. ON HIGHWAY 149 10.8 MI. TO SIDE
 JL0769'ROAD,   TURN LEFT AND GO E. 0.1 MI., TAKE LEFT FORK AND GO 0.4 MI.
 JL0769'THENCE RIGHT FORK AND GO 0.5 MI. TO OLD RANCH, TAKE LEFT FORK AND GO
 JL0769'0.3 MI. TO GATE, TURN LEFT AND GO 0.1 MI. THENCE RIGHT FORK 0.8 MI. TO
 JL0769'SADDLE, TURN LEFT AND GO W. 0.2 MI. TO STATION.
 JL0769'
 JL0769'STATION MARK - STANDARD TABLET CEMENTED IN DRILL HOLE IN OUTCROPPING
 JL0769'BEDROCK, STAMPED ---HUNTSMAN 1950---.
 JL0769'
 JL0769'REFERENCE MARKS - NONE
 JL0769
 JL0769                          STATION RECOVERY (1968)
 JL0769
 JL0769'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 JL0769'THE AZIMUTH MARK DISK WAS RECEIVED IN THE KANSAS CITY OFFICE
 JL0769'ON JULY 24, 1968.  THEREFORE, THE AZIMUTH MARK FOR THIS
 JL0769'STATION SHOULD BE LISTED AS DESTROYED.
 JL0769'
 JL0769'THE DISK WAS RECEIVED FROM MR. GEORGE W. GROVER, ROUTE 4,
 JL0769'BOX 36, GUNNISON, COLO.
 JL0769'
 JL0769'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--17 MILES
 JL0769'SOUTHWEST OF GUNNISON.  10 MILES SOUTH AND 1-1/2 MILES EAST OF
 JL0769'IOLA.
 JL0769
 JL0769                          STATION RECOVERY (1970)
 JL0769
 JL0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JL0769'THE STATION MARK AND ALL 4 REFERENCE MARKS WERE RECOVERED AND FOUND
 JL0769'IN GOOD CONDITION.  THE TOP OF THE AZIMUTH MARK WAS GRADED OFF BY
 JL0769'ROAD MACHINERY.  THE 2 RADIO MASTS LOCATED 1-1/4 MILES WEST WERE
 JL0769'INTERSECTED AT THIS TIME TO SERVE AS AZIMUTH MARKS.  THE
 JL0769'POINT OF INTERSECTION WAS THE TOP CENTER OF THE MASTS WHICH IS
 JL0769'BELOW A WHIP TYPE ANTENNA.
 JL0769'
 JL0769'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 50 AND
 JL0769'STATE HIGHWAY 135 IN GUNNISION, GO WEST ALONG U.S. HIGHWAY 50 FOR
 JL0769'11.0 MILES TO STATE HIGHWAY 149.  TURN LEFT AND GO SOUTH ALONG 149
 JL0769'FOR 13.0 MILES TO A CROSSROAD AT THE TOP OF A GRADE AND THE COPPER
 JL0769'GIRL MINE ON THE RIGHT.  TURN LEFT AND GO EAST FOR 0.5 MILE TO A
 JL0769'SIDE ROAD LEFT.  CONTINUE AHEAD ON THE MAIN TRAVELED ROAD FOR 0.8
 JL0769'MILE TO THE GEORGE W. GROVER RANCH, CONTINUE EAST FOR ABOUT 0.5
 JL0769'MILE TO A FORK.  TAKE THE LEFT FORK FOR 0.25 TO A SIDE ROAD RIGHT.
 JL0769'TURN RIGHT PASSING THROUGH A GATE AND THEN TURN LEFT FOR ABOUT 100
 JL0769'FEET TO A SIDE ROAD RIGHT.  TURN RIGHT AND FOLLOW THE GRADED ROAD
 JL0769'FOR 0.9 MILE TO TOP OF THE RIDGE.  TURN LEFT ACCROSS COUNTRY FOR
 JL0769'ABOUT 0.1 MILE TO THE STATION BY 2 LARGE TREES.
 JL0769'
 JL0769'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4-1/2 MILES
 JL0769'NORTHEAST OF POWERHORN.
 JL0769'
 JL0769'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0694 ***********************************************************************
 KL0694  DESIGNATION -  HUNTSMAN
 KL0694  PID         -  KL0694
 KL0694  STATE/COUNTY-  CO/PITKIN
 KL0694  USGS QUAD   -  PLACITA (1987)
 KL0694
 KL0694                         *CURRENT SURVEY CONTROL
 KL0694  ___________________________________________________________________
 KL0694* NAD 83(1992)-  39 11 05.50316(N)    107 21 34.78338(W)     ADJUSTED  
 KL0694* NAVD 88     -      3594.2    (meters)   11792.     (feet)  VERTCON   
 KL0694  ___________________________________________________________________
 KL0694  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 KL0694  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 KL0694
 KL0694  HORZ ORDER  -  SECOND
 KL0694
 KL0694.The horizontal coordinates were established by classical geodetic methods
 KL0694.and adjusted by the National Geodetic Survey in January 1993..
 KL0694
 KL0694.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0694
 KL0694.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0694
 KL0694.The geoid height was determined by GEOID03.
 KL0694
 KL0694;                    North         East     Units Scale Factor Converg.
 KL0694;SPC CO C     -   456,474.756   753,747.374   MT  0.99993698   -1 10 22.3
 KL0694;SPC CO C     - 1,497,617.60  2,472,919.51   sFT  0.99993698   -1 10 22.3
 KL0694;UTM  13      - 4,339,943.694   296,193.738   MT  1.00011147   -1 29 29.1
 KL0694
 KL0694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0694!SPC CO C     -   0.99943875  x   0.99993698  =   0.99937577
 KL0694!UTM  13      -   0.99943875  x   1.00011147  =   0.99955016
 KL0694
 KL0694:                Primary Azimuth Mark                     Grid Az
 KL0694:SPC CO C     -  W SOPRIS                                 062 23 15.6
 KL0694:UTM  13      -  W SOPRIS                                 062 42 22.4
 KL0694
 KL0694|---------------------------------------------------------------------|
 KL0694| PID    Reference Object                     Distance      Geod. Az  |
 KL0694|                                                           dddmmss.s |
 KL0694| KL0683 W SOPRIS                            APPROX.18.1 KM 0611253.3 |
 KL0694| CM7472 HUNTSMAN RM 1                         3.860 METERS 13838     |
 KL0694| CM7473 HUNTSMAN RM 2                         5.021 METERS 26455     |
 KL0694|---------------------------------------------------------------------|
 KL0694
 KL0694                          SUPERSEDED SURVEY CONTROL
 KL0694
 KL0694  NAD 83(1986)-  39 11 05.50025(N)    107 21 34.78593(W) AD(       ) 2
 KL0694  NAD 27      -  39 11 05.55800(N)    107 21 32.59700(W) AD(       ) 2
 KL0694  NGVD 29 (07/19/86) 3592.5    (m)        11786.     (f) VERT ANG       
 KL0694
 KL0694.Superseded values are not recommended for survey control.
 KL0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0694.See file dsdata.txt to determine how the superseded data were derived.
 KL0694
 KL0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD9619439944(NAD 83)
 KL0694_MARKER: DS = TRIANGULATION STATION DISK
 KL0694_SETTING: 80 = SET IN A BOULDER
 KL0694_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KL0694
 KL0694  HISTORY     - Date     Condition        Report By
 KL0694  HISTORY     - 1953     MONUMENTED       CGS
 KL0694
 KL0694                          STATION DESCRIPTION
 KL0694
 KL0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KL0694'THE STATION IS LOCATED ABOUT 16 MILES SOUTHWEST OF CARBONDALE,
 KL0694'ABOUT 8 MILES WEST-NORTHWEST OF REDSTONE AND ABOUT 1-1/2
 KL0694'MILES WEST-SOUTHWEST OF THE OLD DESERTED MINING TOWN OF COAL
 KL0694'BASIN ON THE CREST OF A HIGH BARE MOUNTAIN, (A HIGHER POINT
 KL0694'BEING TO THE NORTHWEST AND ON THE SAME RIDGE), 15 FEET WEST
 KL0694'OF A CAIRN, SET FLUSH IN A BOULDER AND IS STAMPED HUNTSMAN 1953.
 KL0694'
 KL0694'R.M. NO. 1 IS ABOUT 1 FOOT LOWER THAN STATION ELEVATION AND
 KL0694'IS STAMPED HUNTSMAN NO 1 1953.
 KL0694'
 KL0694'R.M. NO. 2 IS ABOUT 3 FEET LOWER THAN STATION ELEVATION AND
 KL0694'IS STAMPED HUNTSMAN NO 2 1953.
 KL0694'
 KL0694'TRIANGULATION STATION W SOPRIS WILL SERVE AS AN AZIMUTH MARK.
 KL0694'
 KL0694'TO REACH THE STATION FROM THE ENTRANCE TO THE REDSTONE LODGE
 KL0694'WHICH IS ABOUT 18 MILES SOUTH UP THE CRYSTAL RIVER FROM CARBONDALE
 KL0694'GO ACROSS THE RIVER BRIDGE AND CONTINUE ON THE HIGHWAY UP THE
 KL0694'RIVER FOR 0.1 MILE TO THE SOUTH END OF THE OLD BRICK COKE
 KL0694'OVENS AND A SIDE ROAD RIGHT AT A SIGN, COAL CREEK TRAIL-COAL
 KL0694'CREEK BASIN 8, HERE TURN RIGHT AND FOLLOW THE MAIN TRAVELED
 KL0694'ROAD FOR 6.3 MILES TO A FORK, TAKE THE LEFT FORK FOR 1.15 MILES
 KL0694'TO AN OPEN AREA AND AN OLD OIL WELL ON THE LEFT.  THIS IS THE
 KL0694'END OF TRUCK TRAVEL AND FROM THIS POINT HORSES WERE USED FOR
 KL0694'THE NEXT MODE OF TRAVEL.  GO BACK EAST ON THE MAIN TRAVELED
 KL0694'ROAD FOR ABOUT 0.1 MILE TO A CLEARING ON THE RIGHT, CROSS
 KL0694'OVER THE CREEK AND PICK UP A HORSE TRAIL ON THE OPPOSITE
 KL0694'BANK, CONTINUE UP THE MOUNTAIN ON THE WINDING TRAIL TO A
 KL0694'SADDLE AT THE CREST, HERE TRAVEL SOUTH AND HEAD FOR
 KL0694'MOUNTAIN ON THE WINDING TRAIL TO A SADDLE AT THE CREST, HERE
 KL0694'TRAVEL SOUTH AND HEAD FOR A LARGE CANYON ABOUT 1 MILE
 KL0694'DISTANCE, TURN RIGHT, KEEPING ON THE RIGHT SIDE OF THE DEEP
 KL0694'CANYON AND ON THE SOUTH SLOPE OF THE MOUNTAIN RANGE,
 KL0694'FOLLOW ALONG THE SLOPE AND HEAD WEST UP THE CANYON TOWARD A
 KL0694'LONE, PROMINENT, PYRAMID-SHAPED PEAK, (STATION LOCATION
 KL0694'IS BEHIND THIS PEAK TO THE SOUTHWEST).  THE HORSES WERE
 KL0694'TAKEN TO A POINT WHERE A SHARP BANK DROPS OFF TO THE WEST
 KL0694'JUST BEFORE REACHING A WATERFALL IN THE BOTTOM ON THE
 KL0694'CANYON, HERE CONTINUE AFOOT WESTERLY UP THE RIGHT SIDE OF
 KL0694'THE CANYON, KEEPING ON THE GRASSY SLOPES TO THE CREST OF
 KL0694'THE RIDGE THAT LIES STAIGHT AHEAD, BEAR LEFT AND CONTINUE
 KL0694'BACK ALONG THE TOP OF THE RIDGE TO THE HIGHEST POINT AND THE
 KL0694'STATION AS DESCRIBED.
 KL0694'
 KL0694'THIS IS A 2 HOUR HORSE PACK AND REQUIRES 2 HOURS OF PACKING
 KL0694'ON FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1363 ***********************************************************************
 LL1363  DESIGNATION -  HURD RESET
 LL1363  PID         -  LL1363
 LL1363  STATE/COUNTY-  CO/GRAND
 LL1363  USGS QUAD   -  STRAWBERRY LAKE (1978)
 LL1363
 LL1363                         *CURRENT SURVEY CONTROL
 LL1363  ___________________________________________________________________
 LL1363* NAD 83(1992)-  40 00 18.33430(N)    105 49 38.61618(W)     ADJUSTED  
 LL1363* NAVD 88     -      2738.     (meters)    8983.     (feet)  VERTCON   
 LL1363  ___________________________________________________________________
 LL1363  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 LL1363  GEOID HEIGHT-         -12.41  (meters)                     GEOID03
 LL1363
 LL1363  HORZ ORDER  -  THIRD
 LL1363
 LL1363.The horizontal coordinates were established by classical geodetic methods
 LL1363.and adjusted by the National Geodetic Survey in January 1993..
 LL1363
 LL1363.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1363
 LL1363.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1363
 LL1363.The geoid height was determined by GEOID03.
 LL1363
 LL1363;                    North         East     Units Scale Factor Converg.
 LL1363;SPC CO N     -   379,437.541   886,447.537   MT  0.99996599   -0 12 41.5
 LL1363;SPC CO N     - 1,244,871.33  2,908,286.63   sFT  0.99996599   -0 12 41.5
 LL1363;UTM  13      - 4,428,650.289   429,378.765   MT  0.99966140   -0 31 54.9
 LL1363
 LL1363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1363!SPC CO N     -   0.99957253  x   0.99996599  =   0.99953854
 LL1363!UTM  13      -   0.99957253  x   0.99966140  =   0.99923408
 LL1363
 LL1363:                Primary Azimuth Mark                     Grid Az
 LL1363:SPC CO N     -  N 139                                    178 00 50.4
 LL1363:UTM  13      -  N 139                                    178 20 03.8
 LL1363
 LL1363|---------------------------------------------------------------------|
 LL1363| PID    Reference Object                     Distance      Geod. Az  |
 LL1363|                                                           dddmmss.s |
 LL1363| KK0971 N 139                               APPROX. 3.6 KM 1774808.9 |
 LL1363|---------------------------------------------------------------------|
 LL1363
 LL1363                          SUPERSEDED SURVEY CONTROL
 LL1363
 LL1363  NAD 83(1986)-  40 00 18.32636(N)    105 49 38.61123(W) AD(       ) 3
 LL1363  NAD 27      -  40 00 18.37210(N)    105 49 36.57659(W) AD(       ) 3
 LL1363  NGVD 29 (07/19/86) 2737.     (m)         8980.     (f) VERT ANG       
 LL1363
 LL1363.Superseded values are not recommended for survey control.
 LL1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1363.See file dsdata.txt to determine how the superseded data were derived.
 LL1363
 LL1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE2937928650(NAD 83)
 LL1363_MARKER: DD = SURVEY DISK
 LL1363_SETTING: 0 = UNSPECIFIED SETTING
 LL1363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1363
 LL1363  HISTORY     - Date     Condition        Report By
 LL1363  HISTORY     - 1924     MONUMENTED       USGS
 LL1363  HISTORY     - 1955     GOOD             USGS
 LL1363
 LL1363                          STATION DESCRIPTION
 LL1363
 LL1363'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LL1363'NEW REVISED DESCRIPTION.
 LL1363'
 LL1363'STATION LOCATED 1.0 MI. NE. (AIRLINE) FROM RAILROAD WATER TANK AT
 LL1363'TABERNASH, 0.4 MI. N. JUNCTION RANCH AND MEADOW CREEKS.
 LL1363'
 LL1363'TO REACH FROM TABERNASH, CROSS OVERPASS, TURN LEFT, CROSS FRASER
 LL1363'RIVER, TURN LEFT, CROSS RANCH CREEK, PARK TRUCK AT MEADOW CREEK, PACK
 LL1363'N. UP HILL TO TOP, ABOUT 1/2 HOUR.
 LL1363'
 LL1363'STATION MARK--A STANDARD TABLET STAMPED ---RESET HURD 1955---,
 LL1363'CEMENTED IN HOLE OF OLD STATION MARK AS EVIDENCED BY REMAINS OF
 LL1363'CEMENT.
 LL1363'
 LL1363'REFERENCE MARK NO. 1--THE BRONZE TABLET SET IN 1924 CEMENTED IN ROCK,
 LL1363'16.65 FT. FROM THE STATION MARK, S 40 DEG 30 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0880 ***********************************************************************
 JL0880  DESIGNATION -  HURON
 JL0880  PID         -  JL0880
 JL0880  STATE/COUNTY-  CO/CHAFFEE
 JL0880  USGS QUAD   -  WINFIELD (1982)
 JL0880
 JL0880                         *CURRENT SURVEY CONTROL
 JL0880  ___________________________________________________________________
 JL0880* NAD 83(1992)-  38 56 43.89778(N)    106 26 17.08589(W)     ADJUSTED  
 JL0880* NAVD 88     -      4270.2    (meters)   14010.     (feet)  VERTCON   
 JL0880  ___________________________________________________________________
 JL0880  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 JL0880  GEOID HEIGHT-         -13.51  (meters)                     GEOID03
 JL0880
 JL0880  HORZ ORDER  -  THIRD
 JL0880
 JL0880.The horizontal coordinates were established by classical geodetic methods
 JL0880.and adjusted by the National Geodetic Survey in January 1993..
 JL0880
 JL0880.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0880
 JL0880.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0880
 JL0880.The geoid height was determined by GEOID03.
 JL0880
 JL0880;                    North         East     Units Scale Factor Converg.
 JL0880;SPC CO C     -   428,681.725   833,083.470   MT  0.99993957   -0 35 29.9
 JL0880;SPC CO C     - 1,406,433.29  2,733,208.02   sFT  0.99993957   -0 35 29.9
 JL0880;UTM  13      - 4,311,714.907   375,375.980   MT  0.99979124   -0 54 14.6
 JL0880
 JL0880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0880!SPC CO C     -   0.99933259  x   0.99993957  =   0.99927220
 JL0880!UTM  13      -   0.99933259  x   0.99979124  =   0.99912397
 JL0880
 JL0880                          SUPERSEDED SURVEY CONTROL
 JL0880
 JL0880  NAD 83(1986)-  38 56 43.89353(N)    106 26 17.08856(W) AD(       ) 3
 JL0880  NGVD 29 (12/18/91) 4268.1    (m)        14003.     (f) VERT ANG       
 JL0880
 JL0880.Superseded values are not recommended for survey control.
 JL0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0880.See file dsdata.txt to determine how the superseded data were derived.
 JL0880
 JL0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD7537611715(NAD 83)
 JL0880_MARKER: DD = SURVEY DISK
 JL0880_SETTING: 80 = SET IN A BOULDER
 JL0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0880+STABILITY: SURFACE MOTION
 JL0880
 JL0880  HISTORY     - Date     Condition        Report By
 JL0880  HISTORY     - 1955     MONUMENTED       USGS
 JL0880
 JL0880                          STATION DESCRIPTION
 JL0880
 JL0880'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 JL0880'LOCATED ABOUT 3 MI. S. OF WINFIELD, ABOUT 1.5 MI. W. OF CLOYSES LAKE.
 JL0880'ON A HIGH POINT OF THE DIVIDE BETWEEN THE SOUTH FORK OF CLEAR CREEK
 JL0880'AND THE LAKE FORK.
 JL0880'
 JL0880'TO REACH FROM BUENA VISTA, GO 15.9 MI. NW. ALONG U.S. HIGHWAY 24 TO
 JL0880'THE JUNCTION WITH THE RD. W. ALONG CLEAR CREEK, TURN LEFT FOLLOWING
 JL0880'RD. UP CLEAR CREEK THROUGH VICKSBURG, 10.6 MI. TO RD. JUNCTION AND
 JL0880'FOREST SERVICE SIGN READING --CLOYSES LAKE 3 MILES--.  GO LEFT 3.0
 JL0880'MI. TO ABANDONED CABIN AT CLOYSES LAKE AND END OF TRUCK TRAVEL.
 JL0880'THENCE PACK AROUND LOWER END OF LAKE PROCEEDING UP TRAIL THAT ZIG-ZAGS
 JL0880'THROUGH SNOW SLIDE AREA, TO ABANDONED CABIN AT TOP OF BENCH.  THEN
 JL0880'PROCEED WESTERLY HOLDING HIGH ON N. SIDE OF BASIN.  CLIMB UP N. SIDE
 JL0880'OF ROCK SLIDE TO SADDLE, AND PROCEED SOUTHWESTERLY ALONG RIDGE TO THE
 JL0880'HIGH POINT AND STATION.  ABOUT 5-1/2 HOUR PACK.
 JL0880'
 JL0880'STATION MARK--STANDARD TABLET STAMPED---HURON 1955---, CEMENTED IN
 JL0880'GRANITE BOULDER.  HIGHEST POINT OF PEAK IS 2 FT. HIGHER THAN TABLET.
 JL0880'
 JL0880'REFERENCE MARK NO. 1--U.S. DEPARTMENT OF AGRICULTURE, FOREST SERVICE
 JL0880'BRONZE TABLET STAMPED ---C.A.S. 218 1938---, 18.34 FT. DISTANT FROM
 JL0880'STATION, S 67 DEG 22 MIN E.
 JL0880'
 JL0880'REFERENCE MARK NO. 2--CHISELED SQUARE ON HIGHEST POINT OF BOULDER,
 JL0880'OBLONG IN SHAPE, APPROXIMATELY 3 X 2 X 1-1/2 FT., 28.74 FT. DISTANT
 JL0880'FROM STATION, N 26 DEG 46 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1672 ***********************************************************************
 KK1672  DESIGNATION -  HUTCHINSON
 KK1672  PID         -  KK1672
 KK1672  STATE/COUNTY-  CO/ARAPAHOE
 KK1672  USGS QUAD   -  PINEY CREEK (1994)
 KK1672
 KK1672                         *CURRENT SURVEY CONTROL
 KK1672  ___________________________________________________________________
 KK1672* NAD 83(1992)-  39 36 48.87470(N)    104 40 44.52811(W)     ADJUSTED  
 KK1672* NAVD 88     -      1836.2    (meters)    6024.     (feet)  VERTCON   
 KK1672  ___________________________________________________________________
 KK1672  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 KK1672  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 KK1672
 KK1672  HORZ ORDER  -  FIRST
 KK1672  VERT ORDER  -  THIRD ? (See Below)
 KK1672
 KK1672.The horizontal coordinates were established by classical geodetic methods
 KK1672.and adjusted by the National Geodetic Survey in January 1993..
 KK1672
 KK1672.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1672.The vertical order pertains to the NGVD 29 superseded value.
 KK1672
 KK1672.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1672
 KK1672.The geoid height was determined by GEOID03.
 KK1672
 KK1672;                    North         East     Units Scale Factor Converg.
 KK1672;SPC CO C     -   502,743.800   984,898.058   MT  0.99997586   +0 31 04.0
 KK1672;SPC CO C     - 1,649,418.62  3,231,286.38   sFT  0.99997586   +0 31 04.0
 KK1672;UTM  13      - 4,384,918.605   527,551.263   MT  0.99960935   +0 12 16.7
 KK1672
 KK1672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1672!SPC CO C     -   0.99971479  x   0.99997586  =   0.99969065
 KK1672!UTM  13      -   0.99971479  x   0.99960935  =   0.99932425
 KK1672
 KK1672|---------------------------------------------------------------------|
 KK1672| PID    Reference Object                     Distance      Geod. Az  |
 KK1672|                                                           dddmmss.s |
 KK1672| CP8290 HUTCHINSON RM 1                       7.511 METERS 24711     |
 KK1672| KK1676 RADIO                               APPROX. 3.5 KM 2493711.6 |
 KK1672| CP8291 HUTCHINSON RM 2                       7.888 METERS 33018     |
 KK1672|---------------------------------------------------------------------|
 KK1672
 KK1672                          SUPERSEDED SURVEY CONTROL
 KK1672
 KK1672  NAD 83(1986)-  39 36 48.86867(N)    104 40 44.52695(W) AD(       ) 1
 KK1672  NAD 27      -  39 36 48.90770(N)    104 40 42.63266(W) AD(       ) 1
 KK1672  NGVD 29 (07/19/86) 1835.2    (m)         6021.     (f) LEVELING    3  
 KK1672
 KK1672.Superseded values are not recommended for survey control.
 KK1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1672.See file dsdata.txt to determine how the superseded data were derived.
 KK1672
 KK1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED2755184919(NAD 83)
 KK1672_MARKER: DD = SURVEY DISK
 KK1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1672
 KK1672  HISTORY     - Date     Condition        Report By
 KK1672  HISTORY     - 1960     MONUMENTED       CGS
 KK1672  HISTORY     - 1977     SEE DESCRIPTION  NGS
 KK1672
 KK1672                          STATION DESCRIPTION
 KK1672
 KK1672'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KK1672'THE STATION IS LOCATED ABOUT 11 1/4 MILES SOUTHWEST OF WATKINS, 9
 KK1672'MILES SOUTHEAST OF THE CHERRY CREEK DAM AND RESERVOIR, 8 MILES NORTH
 KK1672'EAST OF PARKER, AND 1/4 MILE EAST OF THE LOWRY AIR FORCE BASE
 KK1672'DEMOLITION AREA.
 KK1672'
 KK1672'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 70 AND U.S.
 KK1672'HIGHWAYS 36, 40, AND 287 IN AURORA, GO EAST ON U.S. HIGHWAYS 36, 40,
 KK1672'AND 287 4.0 MILES TO A T-ROAD TO THE RIGHT.  TURN RIGHT, SOUTH, ON
 KK1672'BUCKLEY ROAD, AND GO 1.1 MILES TO A CROSSROAD.  TURN LEFT, AND FOLLOW
 KK1672'THE SURFACED ROAD EAST, SOUTHEAST, AND SOUTH, 8.4 MILES TO A Y-FORK.
 KK1672'TAKE LEFT FORK, EAST, AND FOLLOW THE SURFACED ROAD 1.7 MILES TO A
 KK1672'T-ROAD TO THE RIGHT.  TURN RIGHT, SOUTH, AND GO 1.2 MILES ON THE DIRT
 KK1672'ROAD.  THIS IS JUST BEFORE REACHING A STOCK GUARD.  TURN LEFT, EAST,
 KK1672'AND GO ACROSS COUNTRY 0.4 MILE, THENCE SOUTH, ACROSS COUNTRY, 0.8 MILE
 KK1672'TO THE HIGHEST POINT IN THE GENERAL VICINITY AND THE STATION.
 KK1672'
 KK1672'THE STATION MARK, STAMPED HUTCHINSON 1936, IS A U.S. GEOLOGICAL SURVEY
 KK1672'DISK SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST THAT PROJECTS 16
 KK1672'INCHES.  IT IS 6.4 FEET EAST OF THE WITNESS POST.
 KK1672'
 KK1672'REFERENCE MARK NO. 1, STAMPED HUTCHINSON NO 1 1960, IS A STANDARD DISK
 KK1672'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 KK1672'INCHES.  IT IS 18.6 FEET WEST OF THE WITNESS POST.
 KK1672'
 KK1672'REFERENCE MARK NO. 2, STAMPED HUTCHINSON NO 2 1960, IS A STANDARD DISK
 KK1672'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 KK1672'INCHES.  IT IS 24.2 FEET NORTH OF THE WITNESS POST.
 KK1672'
 KK1672'TRIANGULATION STATION RADIO CAN BE USED FOR THE AZIMUTH MARK.  (SEE
 KK1672'DESCRIPTION THEREOF).
 KK1672
 KK1672                          STATION RECOVERY (1977)
 KK1672
 KK1672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KK1672'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  STATION
 KK1672'IS NOW AT THE SITE OF THE ARAPAHOE COUNTY RECREATION PARK AND SITE
 KK1672'FOR TESTING 4-WHEEL VEHICLES.
 KK1672'
 KK1672'STATION IS REACHED FROM THE JUNCTION OF EAST 6TH AVENUE,
 KK1672'BUCKLEY ROAD AND STATE HIGHWAY 30 WHICH IS AT THE EAST EDGE OF
 KK1672'AURORA.  GO EAST, SOUTHEAST AND SOUTH ON STATE HIGHWAY 30 FOR
 KK1672'8.4 MILES TO A FORK.  KEEP LEFT AND CONTINUE ON STATE HIGHWAY
 KK1672'30, EAST FOR 1.8 MILES TO A ROAD RIGHT AT AN ABANDONED MILITARY
 KK1672'COMPLEX.  TURN RIGHT AND GO SOUTH ON A GRADED AND GRAVELED ROAD
 KK1672'FOR 1.25 MILES TO A CATTLE GUARD AND ENTRANCE TO THE RECREATION
 KK1672'AREA.  CROSS THE CATTLE GUARD, THENCE LEFT AND CONTINUE ON A
 KK1672'WELL TRAVELED TRACK ROAD, EAST AND SOUTHEAST FOR 0.6 MILE TO
 KK1672'A GATE AND ENTRANCE TO THE 4-WHEEL DRIVE TEST AREA.  PASS
 KK1672'THROUGH THE GATE, THENCE RIGHT AND GO SOUTH ON TRACK ROAD FOR
 KK1672'0.1 MILE, TOP OF HILL AND STATION ON LEFT, HIGHEST POINT OF
 KK1672'HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0203 ***********************************************************************
 KJ0203  DESIGNATION -  HWY 24 ROW MARKER=M 58
 KJ0203  PID         -  KJ0203
 KJ0203  STATE/COUNTY-  CO/LINCOLN
 KJ0203  USGS QUAD   -  FLAGLER SW (1979)
 KJ0203
 KJ0203                         *CURRENT SURVEY CONTROL
 KJ0203  ___________________________________________________________________
 KJ0203* NAD 83(1986)-  39 17 08.     (N)    103 12 37.     (W)     SCALED    
 KJ0203* NAVD 88     -      1563.802  (meters)    5130.57   (feet)  ADJUSTED  
 KJ0203  ___________________________________________________________________
 KJ0203  GEOID HEIGHT-         -20.94  (meters)                     GEOID03
 KJ0203  DYNAMIC HT  -        1562.328 (meters)    5125.74  (feet)  COMP
 KJ0203  MODELED GRAV-     979,629.4   (mgal)                       NAVD 88
 KJ0203
 KJ0203  VERT ORDER  -  SECOND    CLASS 0
 KJ0203
 KJ0203.The horizontal coordinates were scaled from a topographic map and have
 KJ0203.an estimated accuracy of +/- 6 seconds.
 KJ0203
 KJ0203.The orthometric height was determined by differential leveling
 KJ0203.and adjusted by the National Geodetic Survey in June 1991..
 KJ0203.WARNING-Repeat measurements at this control monument indicate possible
 KJ0203.vertical movement.
 KJ0203
 KJ0203.The geoid height was determined by GEOID03.
 KJ0203
 KJ0203.The dynamic height is computed by dividing the NAVD 88
 KJ0203.geopotential number by the normal gravity value computed on the
 KJ0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0203.degrees latitude (g = 980.6199 gals.).
 KJ0203
 KJ0203.The modeled gravity was interpolated from observed gravity values.
 KJ0203
 KJ0203;                    North         East    Units  Estimated Accuracy
 KJ0203;SPC CO C     -   468,500.    1,111,920.      MT  (+/- 180 meters Scaled)
 KJ0203
 KJ0203                          SUPERSEDED SURVEY CONTROL
 KJ0203
 KJ0203  NGVD 29 (??/??/92) 1563.217  (m)         5128.65   (f) ADJ UNCH    2 0
 KJ0203
 KJ0203.Superseded values are not recommended for survey control.
 KJ0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0203.See file dsdata.txt to determine how the superseded data were derived.
 KJ0203
 KJ0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD543499(NAD 83)
 KJ0203_MARKER: DB = BENCH MARK DISK
 KJ0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0203_SP_SET: CONCRETE POST
 KJ0203_STAMPING: COLO. DEPT. OF HIGHWAYS R. O. W. MARKER M 58 1935
 KJ0203_MARK LOGO: CODH  
 KJ0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0203+STABILITY: SURFACE MOTION
 KJ0203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0203+SATELLITE: SATELLITE OBSERVATIONS - May 23, 1973
 KJ0203
 KJ0203  HISTORY     - Date     Condition        Report By
 KJ0203  HISTORY     - UNK      MONUMENTED       CODH
 KJ0203  HISTORY     - 19730523 SEE DESCRIPTION  USGS
 KJ0203  HISTORY     - 1974     MARK NOT FOUND   NGS
 KJ0203
 KJ0203                          STATION DESCRIPTION
 KJ0203
 KJ0203'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS UNK
 KJ0203'3.8 MI E FROM ARRIBA.
 KJ0203'3.8 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 KJ0203'FROM THE STATION AT ARRIBA, 165 FEET SOUTHWEST OF MILEPOST 505,
 KJ0203'90 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 50 FEET NORTH OF
 KJ0203'THE CENTERLINE OF U.S. HIGHWAY 24, AND 5 FEET SOUTH OF A FENCE.  A
 KJ0203'STANDARD DISK, STAMPED M 58 1935 AND SET IN THE TOP OF A CONCRETE
 KJ0203'POST.
 KJ0203
 KJ0203                          STATION RECOVERY (1973)
 KJ0203
 KJ0203'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 KJ0203'THIS BM WAS SEARCHED FOR AND ALL THAT WAS FOUND WAS A COLORADO STATE
 KJ0203'HIGHWAY R.O.W. MARKER.  ALTHOUGH IT WAS STAMPED M 58 1935, IT WAS ALSO
 KJ0203'STAMPED COLO. DEPT. OF HIGHWAYS R. O. W. MARKER, AND BORE AN EXACT
 KJ0203'RESEMBLANCE TO OTHER R.O.W. MARKERS IN THIS AREA.  THE DESCRIPTION
 KJ0203'GIVEN BY CGS STATES THAT IT IS A STANDARD DISK STAMPED M 58 1935 AND
 KJ0203'SET IN THE TOP OF A CONCRETE POST.
 KJ0203
 KJ0203                          STATION RECOVERY (1974)
 KJ0203
 KJ0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 KJ0203'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0608 ***********************************************************************
 HK0608  DESIGNATION -  HWY 350 STA 635+09
 HK0608  PID         -  HK0608
 HK0608  STATE/COUNTY-  CO/LAS ANIMAS
 HK0608  USGS QUAD   -  THATCHER (1993)
 HK0608
 HK0608                         *CURRENT SURVEY CONTROL
 HK0608  ___________________________________________________________________
 HK0608* NAD 83(1986)-  37 34 14.     (N)    104 03 42.     (W)     SCALED    
 HK0608* NAVD 88     -      1608.651  (meters)    5277.72   (feet)  ADJUSTED  
 HK0608  ___________________________________________________________________
 HK0608  GEOID HEIGHT-         -20.29  (meters)                     GEOID03
 HK0608  DYNAMIC HT  -        1606.838 (meters)    5271.77  (feet)  COMP
 HK0608  MODELED GRAV-     979,446.6   (mgal)                       NAVD 88
 HK0608
 HK0608  VERT ORDER  -  THIRD
 HK0608
 HK0608.The horizontal coordinates were scaled from a topographic map and have
 HK0608.an estimated accuracy of +/- 6 seconds.
 HK0608
 HK0608.The orthometric height was determined by differential leveling
 HK0608.and adjusted by the National Geodetic Survey in August 1995..
 HK0608
 HK0608.The geoid height was determined by GEOID03.
 HK0608
 HK0608.The dynamic height is computed by dividing the NAVD 88
 HK0608.geopotential number by the normal gravity value computed on the
 HK0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0608.degrees latitude (g = 980.6199 gals.).
 HK0608
 HK0608.The modeled gravity was interpolated from observed gravity values.
 HK0608
 HK0608;                    North         East    Units  Estimated Accuracy
 HK0608;SPC CO S     -   406,100.    1,041,460.      MT  (+/- 180 meters Scaled)
 HK0608
 HK0608                          SUPERSEDED SURVEY CONTROL
 HK0608
 HK0608.No superseded survey control is available for this station.
 HK0608
 HK0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB828585(NAD 83)
 HK0608_MARKER: DD = SURVEY DISK
 HK0608_SETTING: 0 = UNSPECIFIED SETTING
 HK0608_STAMPING: ELEV. 5275.47 STA. 635+09.
 HK0608_MARK LOGO: CODH  
 HK0608_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HK0608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0608
 HK0608  HISTORY     - Date     Condition        Report By
 HK0608  HISTORY     - 1970     MONUMENTED       CODH
 HK0608  HISTORY     - 19701029 GOOD             USGS
 HK0608
 HK0608                          STATION DESCRIPTION
 HK0608
 HK0608'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 HK0608'FROM HOUGHTON, APPROXIMATELY 1.7 MILES (2.7 KM) SOUTHWEST, 75 FEET
 HK0608'(22.9 M) NORTHWEST OF U.S. HIGHWAY 350, 20 FEET (6.1 M) NORTH OF A
 HK0608'FENCE CORNER, TOP OF COLORADO STATE DEPARTMENT OF HIGHWAYS
 HK0608'RIGHT-OF-WAY MARKER.  (THE MARK PROBABLY LIES ALONG THE ATCHISON,
 HK0608'TOPEKA, AND SANTA FE RAILROAD BETWEEN CGS BENCH MARKS P 69 1934 AND N
 HK0608'69 1934.  THE REFERENCE TO U.S. HIGHWAY 160 APPEARS TO BE OUTDATED
 HK0608'OR INCORRECT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0567 ***********************************************************************
 LK0567  DESIGNATION -  HYDE MM EQUITY ELEV
 LK0567  PID         -  LK0567
 LK0567  STATE/COUNTY-  CO/WASHINGTON
 LK0567  USGS QUAD   -  HYDE (1972)
 LK0567
 LK0567                         *CURRENT SURVEY CONTROL
 LK0567  ___________________________________________________________________
 LK0567* NAD 83(1992)-  40 08 09.33027(N)    102 50 00.74469(W)     ADJUSTED  
 LK0567* NAVD 88     -                                                        
 LK0567  ___________________________________________________________________
 LK0567  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 LK0567  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 LK0567
 LK0567  HORZ ORDER  -  THIRD
 LK0567
 LK0567.The horizontal coordinates were established by classical geodetic methods
 LK0567.and adjusted by the National Geodetic Survey in January 1993..
 LK0567
 LK0567
 LK0567.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0567
 LK0567.The geoid height was determined by GEOID03.
 LK0567
 LK0567;                    North         East     Units Scale Factor Converg.
 LK0567;SPC CO N     -   397,328.741 1,141,605.398   MT  0.99995884   +1 43 22.4
 LK0567;SPC CO N     - 1,303,569.38  3,745,417.04   sFT  0.99995884   +1 43 22.4
 LK0567;UTM  13      - 4,445,093.641   684,568.687   MT  1.00001937   +1 23 48.8
 LK0567
 LK0567                          SUPERSEDED SURVEY CONTROL
 LK0567
 LK0567  NAD 83(1986)-  40 08 09.32638(N)    102 50 00.74050(W) AD(       ) 4
 LK0567  NAD 27      -  40 08 09.38376(N)    102 49 58.97122(W) AD(       ) 3
 LK0567
 LK0567.Superseded values are not recommended for survey control.
 LK0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0567.See file dsdata.txt to determine how the superseded data were derived.
 LK0567
 LK0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE8456945094(NAD 83)
 LK0567_MARKER: 65 = GRAIN ELEVATOR
 LK0567
 LK0567  HISTORY     - Date     Condition        Report By
 LK0567  HISTORY     - 1968     FIRST OBSERVED   CGS
 LK0567
 LK0567                          STATION DESCRIPTION
 LK0567
 LK0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 LK0567'THE STATION IS LOCATED ABOUT 7 MILES EAST-SOUTHEAST OF OTIS, 6
 LK0567'MILES WEST-NORTHWEST OF YUMA AND 30 FEET SOUTH OF THE CENTER OF
 LK0567'THE MAIN LINE TRACK OF THE C.B. AND Q. RAILROAD.
 LK0567'
 LK0567'THE STATION IS A GRAIN ELEVATOR CONSTRUCTED OF WHITE CONCRETE
 LK0567'WITH THE HEAD HOUSE LOCATED ON THE WEST END AND IT IS THE HIGHEST
 LK0567'PART OF THE ELEVATOR.  THE HEIGHT IS APPROXIMATELY 140 FEET.
 LK0567'
 LK0567'THE POINT INTERSECTED WAS THE VENT PIPE LOCATED ATOP THE HEAD
 LK0567'HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1420 ***********************************************************************
 LL1420  DESIGNATION -  HYGIENE TABLE MTN MAST
 LL1420  PID         -  LL1420
 LL1420  STATE/COUNTY-  CO/BOULDER
 LL1420  USGS QUAD   -  LYONS (1978)
 LL1420
 LL1420                         *CURRENT SURVEY CONTROL
 LL1420  ___________________________________________________________________
 LL1420* NAD 83(1992)-  40 08 14.15631(N)    105 15 18.89817(W)     ADJUSTED  
 LL1420* NAVD 88     -                                                        
 LL1420  ___________________________________________________________________
 LL1420  LAPLACE CORR-         -20.52  (seconds)                    DEFLEC99
 LL1420  GEOID HEIGHT-         -15.68  (meters)                     GEOID03
 LL1420
 LL1420  HORZ ORDER  -  THIRD
 LL1420
 LL1420.The horizontal coordinates were established by classical geodetic methods
 LL1420.and adjusted by the National Geodetic Survey in January 1993..
 LL1420
 LL1420
 LL1420.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1420
 LL1420.The geoid height was determined by GEOID03.
 LL1420
 LL1420;                    North         East     Units Scale Factor Converg.
 LL1420;SPC CO N     -   394,090.099   935,259.223   MT  0.99995880   +0 09 29.3
 LL1420;SPC CO N     - 1,292,943.93  3,068,429.63   sFT  0.99995880   +0 09 29.3
 LL1420;UTM  13      - 4,443,023.766   478,255.658   MT  0.99960582   -0 09 52.3
 LL1420
 LL1420                          SUPERSEDED SURVEY CONTROL
 LL1420
 LL1420  NAD 83(1986)-  40 08 14.14755(N)    105 15 18.88879(W) AD(       ) 4
 LL1420
 LL1420.Superseded values are not recommended for survey control.
 LL1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1420.See file dsdata.txt to determine how the superseded data were derived.
 LL1420
 LL1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE7825643024(NAD 83)
 LL1420_MARKER: 41 = ANTENNA MAST
 LL1420
 LL1420  HISTORY     - Date     Condition        Report By
 LL1420  HISTORY     - 1985     FIRST OBSERVED   NGS
 LL1420
 LL1420                          STATION DESCRIPTION
 LL1420
 LL1420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 LL1420'THE STATION IS LOCATED ABOUT 13.8 KM (8.6 MI) NORTH OF BOULDER,
 LL1420'9.7 KM (6.0 MI) SOUTH-SOUTHEAST OF LYONS, 8.5 KM (5.3 MI) SOUTHWEST
 LL1420'OF HYGIENE AND ON TABLE MOUNTAIN MESA NEAR THE CENTER OF SECTION 17,
 LL1420'T 2 N, R 70 W.
 LL1420'
 LL1420'THE CENTER OF THE TOP LIGHT OF A 500 FT RED AND WHITE ANTENNA MAST
 LL1420'WAS INTERSECTED.  IT IS ON THE NORTHWEST SIDE OF THE U.S. DEPT. OF
 LL1420'COMMERCE TABLE MOUNTAIN ANTENNA FIELD SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0053 ***********************************************************************
 LN0053  DESIGNATION -  I 1
 LN0053  PID         -  LN0053
 LN0053  STATE/COUNTY-  CO/MOFFAT
 LN0053  USGS QUAD   -  ELK SPRINGS (1986)
 LN0053
 LN0053                         *CURRENT SURVEY CONTROL
 LN0053  ___________________________________________________________________
 LN0053* NAD 83(1986)-  40 22 28.     (N)    108 27 01.     (W)     SCALED    
 LN0053* NAVD 88     -      1950.037  (meters)    6397.75   (feet)  ADJUSTED  
 LN0053  ___________________________________________________________________
 LN0053  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 LN0053  DYNAMIC HT  -        1948.146 (meters)    6391.54  (feet)  COMP
 LN0053  MODELED GRAV-     979,586.3   (mgal)                       NAVD 88
 LN0053
 LN0053  VERT ORDER  -  SECOND    CLASS 0
 LN0053
 LN0053.The horizontal coordinates were scaled from a topographic map and have
 LN0053.an estimated accuracy of +/- 6 seconds.
 LN0053
 LN0053.The orthometric height was determined by differential leveling
 LN0053.and adjusted by the National Geodetic Survey in June 1991..
 LN0053
 LN0053.The geoid height was determined by GEOID03.
 LN0053
 LN0053.The dynamic height is computed by dividing the NAVD 88
 LN0053.geopotential number by the normal gravity value computed on the
 LN0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0053.degrees latitude (g = 980.6199 gals.).
 LN0053
 LN0053.The modeled gravity was interpolated from observed gravity values.
 LN0053
 LN0053;                    North         East    Units  Estimated Accuracy
 LN0053;SPC CO N     -   424,560.      663,900.      MT  (+/- 180 meters Scaled)
 LN0053
 LN0053                          SUPERSEDED SURVEY CONTROL
 LN0053
 LN0053  NGVD 29 (??/??/92) 1948.722  (m)         6393.43   (f) ADJ UNCH    2 0
 LN0053
 LN0053.Superseded values are not recommended for survey control.
 LN0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0053.See file dsdata.txt to determine how the superseded data were derived.
 LN0053
 LN0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK164724(NAD 83)
 LN0053_MARKER: DD = SURVEY DISK
 LN0053_SETTING: 80 = SET IN A BOULDER
 LN0053_SP_SET: SANDSTONE BOULDER
 LN0053_STAMPING: I 1 1941
 LN0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0053+STABILITY: SURFACE MOTION
 LN0053
 LN0053  HISTORY     - Date     Condition        Report By
 LN0053  HISTORY     - 1941     MONUMENTED       USGS
 LN0053  HISTORY     - 1962     GOOD             NGS
 LN0053
 LN0053                          STATION DESCRIPTION
 LN0053
 LN0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 LN0053'1.75 MI N FROM ELK SPRINGS.
 LN0053'0.15 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT ELK
 LN0053'SPRINGS, THENCE 0.2 MILE WEST ALONG COUNTY ROAD 14, THENCE 1.4 MILES
 LN0053'NORTH ALONG A GRADED ROAD, ABOUT 250 FEET SOUTH OF THE JUNCTION OF THE
 LN0053'GRADED ROAD WITH A TRACK ROAD LEADING NORTH (GRADED ROAD TURNS
 LN0053'NORTHEAST AT THIS JUNCTION), 65 FEET EAST OF THE CENTER LINE OF THE
 LN0053'ROAD, 15 FEET EAST OF A FENCE LINE, ABOUT 15 FEET HIGHER THAN THE ROAD
 LN0053'AND IN THE TOP OF A 2 X 4-FOOT SANDSTONE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0398 ***********************************************************************
 JK0398  DESIGNATION -  I 11
 JK0398  PID         -  JK0398
 JK0398  STATE/COUNTY-  CO/TELLER
 JK0398  USGS QUAD   -  WRIGHTS RESERVOIR (1994)
 JK0398
 JK0398                         *CURRENT SURVEY CONTROL
 JK0398  ___________________________________________________________________
 JK0398* NAD 83(1986)-  38 46 19.     (N)    105 17 20.     (W)     SCALED    
 JK0398* NAVD 88     -      2412.156  (meters)    7913.88   (feet)  ADJUSTED  
 JK0398  ___________________________________________________________________
 JK0398  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 JK0398  DYNAMIC HT  -        2409.329 (meters)    7904.61  (feet)  COMP
 JK0398  MODELED GRAV-     979,368.4   (mgal)                       NAVD 88
 JK0398
 JK0398  VERT ORDER  -  SECOND    CLASS 0
 JK0398
 JK0398.The horizontal coordinates were scaled from a topographic map and have
 JK0398.an estimated accuracy of +/- 6 seconds.
 JK0398
 JK0398.The orthometric height was determined by differential leveling
 JK0398.and adjusted by the National Geodetic Survey in June 1991..
 JK0398
 JK0398.The geoid height was determined by GEOID03.
 JK0398
 JK0398.The dynamic height is computed by dividing the NAVD 88
 JK0398.geopotential number by the normal gravity value computed on the
 JK0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0398.degrees latitude (g = 980.6199 gals.).
 JK0398
 JK0398.The modeled gravity was interpolated from observed gravity values.
 JK0398
 JK0398;                    North         East    Units  Estimated Accuracy
 JK0398;SPC CO C     -   409,010.      932,750.      MT  (+/- 180 meters Scaled)
 JK0398
 JK0398                          SUPERSEDED SURVEY CONTROL
 JK0398
 JK0398  NGVD 29 (??/??/92) 2410.903  (m)         7909.77   (f) ADJ UNCH    2 0
 JK0398
 JK0398.Superseded values are not recommended for survey control.
 JK0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0398.See file dsdata.txt to determine how the superseded data were derived.
 JK0398
 JK0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC749915(NAD 83)
 JK0398_MARKER: DD = SURVEY DISK
 JK0398_SETTING: 66 = SET IN ROCK OUTCROP
 JK0398_SP_SET: GRANITE OUTCROP
 JK0398_STAMPING: I-11 1940 7910
 JK0398_MARK LOGO: USGS  
 JK0398_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0398_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0398+STABILITY: POSITION/ELEVATION WELL
 JK0398_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JK0398+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2004
 JK0398
 JK0398  HISTORY     - Date     Condition        Report By
 JK0398  HISTORY     - 1940     MONUMENTED       USGS
 JK0398  HISTORY     - 1951     GOOD             NGS
 JK0398  HISTORY     - 19980302 GOOD             NGS
 JK0398  HISTORY     - 20040627 GOOD             GEOCAC
 JK0398
 JK0398                          STATION DESCRIPTION
 JK0398
 JK0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JK0398'12.4 MI SW FROM CRIPPLE CREEK.
 JK0398'8.4 MILES NORTHWEST ALONG STATE HIGHWAY 143 FROM THE COURTHOUSE AT
 JK0398'CRIPPLE CREEK, THENCE 4.0 MILES SOUTHWEST ALONG STATE HIGHWAY 299,
 JK0398'0.05 MILE WEST OF A SCHOOLHOUSE, 98 FEET SOUTHWEST OF THE CENTER OF
 JK0398'A JUNCTION WITH A GRAVELED ROAD LEADING WEST, 82 FEET SOUTH OF THE
 JK0398'CENTER LINE OF AN EAST AND WEST GRAVELED ROAD, 23 FEET SOUTHEAST OF
 JK0398'POLE 272, 10 FEET ABOVE THE LEVEL OF THE ROAD, 1 FOOT ABOVE THE
 JK0398'GROUND, SET IN THE TOP OF A LARGE GRANITE OUTCROP.
 JK0398
 JK0398                          STATION RECOVERY (1998)
 JK0398
 JK0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 JK0398'8.4 MI (13.5 KM) NORTHWEST ALONG OLD STATE HIGHWAY 143 FROM THE
 JK0398'COURTHOUSE AT CRIPPLE CREEK, THENCE 4.0 MI (6.4 KM) SOUTHWEST ALONG
 JK0398'OLD STATE HIGHWAY 299, 0.05 MI (0.08 KM) WEST OF A SCHOOLHOUSE, 98 FT
 JK0398'(29.9 M) SOUTHWEST OF THE CENTER OF A JUNCTION WITH A GRAVELED ROAD
 JK0398'LEADING WEST, 10 FT (3.0 M) ABOVE THE LEVEL OF THE ROAD, 1 FT (0.3 M)
 JK0398'ABOVE THE GROUND, 2.5 FT (0.8 M) SOUTH OF A WITNESS POST AND SET IN
 JK0398'THE BASE OF A LARGE GRANITE OUTCROP.
 JK0398
 JK0398                          STATION RECOVERY (2004)
 JK0398
 JK0398'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 JK0398'RECOVERED IN GOOD CONDITION 0.05 MI (0.08 KM) WEST OF A CHURCH,
 JK0398'SOUTHWEST OF TELLER COUNTY ROAD 112, APPROX. 60 FEET (19 METERS) SOUTH
 JK0398'OF LARGE ELECTRICAL BOX.  STATE HWY 143 NOW TELLER COUNTY ROAD 1 AND
 JK0398'STATE HWY 299 NOW TELLER COUNTY ROAD 11.  HANDHELD GPS COORDINATES
 JK0398'N384620.0, W1051719.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1265 ***********************************************************************
 JK1265  DESIGNATION -  I 16
 JK1265  PID         -  JK1265
 JK1265  STATE/COUNTY-  CO/PARK
 JK1265  USGS QUAD   -  COVER MOUNTAIN (1983)
 JK1265
 JK1265                         *CURRENT SURVEY CONTROL
 JK1265  ___________________________________________________________________
 JK1265* NAD 83(1992)-  38 42 21.80267(N)    105 26 38.36373(W)     ADJUSTED  
 JK1265* NAVD 88     -      2959.27   (+/-2cm)    9708.9    (feet)  VERTCON   
 JK1265  ___________________________________________________________________
 JK1265  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 JK1265  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 JK1265
 JK1265  HORZ ORDER  -  THIRD
 JK1265  VERT ORDER  -  THIRD ? (See Below)
 JK1265
 JK1265.The horizontal coordinates were established by classical geodetic methods
 JK1265.and adjusted by the National Geodetic Survey in January 1993..
 JK1265
 JK1265.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1265.The vertical order pertains to the NGVD 29 superseded value.
 JK1265
 JK1265.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1265
 JK1265.The geoid height was determined by GEOID03.
 JK1265
 JK1265;                    North         East     Units Scale Factor Converg.
 JK1265;SPC CO C     -   401,680.578   919,273.594   MT  0.99995953   +0 02 07.2
 JK1265;SPC CO C     - 1,317,847.03  3,015,983.45   sFT  0.99995953   +0 02 07.2
 JK1265;UTM  13      - 4,284,251.692   461,395.484   MT  0.99961835   -0 16 39.5
 JK1265
 JK1265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1265!SPC CO C     -   0.99953816  x   0.99995953  =   0.99949771
 JK1265!UTM  13      -   0.99953816  x   0.99961835  =   0.99915669
 JK1265
 JK1265:                Primary Azimuth Mark                     Grid Az
 JK1265:SPC CO C     -  COVER                                    327 54 26.1
 JK1265:UTM  13      -  COVER                                    328 13 12.8
 JK1265
 JK1265|---------------------------------------------------------------------|
 JK1265| PID    Reference Object                     Distance      Geod. Az  |
 JK1265|                                                           dddmmss.s |
 JK1265| JK1266 COVER                               APPROX. 4.6 KM 3275633.3 |
 JK1265|---------------------------------------------------------------------|
 JK1265
 JK1265                          SUPERSEDED SURVEY CONTROL
 JK1265
 JK1265  NAD 83(1986)-  38 42 21.79387(N)    105 26 38.36561(W) AD(       ) 3
 JK1265  NAD 27      -  38 42 21.80473(N)    105 26 36.36840(W) AD(       ) 3
 JK1265  NGVD 29 (07/19/86) 2957.86   (m)         9704.2    (f) LEVELING    3  
 JK1265
 JK1265.Superseded values are not recommended for survey control.
 JK1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1265.See file dsdata.txt to determine how the superseded data were derived.
 JK1265
 JK1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC6139584252(NAD 83)
 JK1265_MARKER: DD = SURVEY DISK
 JK1265_SETTING: 66 = SET IN ROCK OUTCROP
 JK1265_SP_SET: SET IN ROCK OUTCROP
 JK1265_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK1265+STABILITY: POSITION/ELEVATION WELL
 JK1265
 JK1265  HISTORY     - Date     Condition        Report By
 JK1265  HISTORY     - 1940     MONUMENTED       USGS
 JK1265
 JK1265                          STATION DESCRIPTION
 JK1265
 JK1265'DESCRIBED BY US GEOLOGICAL SURVEY 1940
 JK1265'STATION IS 25.6 MI. N. OF PARKDALE POST OFFICE, 1.7 MI. E. OF PIGG
 JK1265'RANCH, VIA TRAIL TO HIGH CREEK BASIN, 0.4 MI. W. OF THE FORKS OF
 JK1265'TRAIL TO NASH RANCH, LOCATED IN APPROXIMATELY NE. 1/4 SEC. 33,
 JK1265'T 15 S, R 72 W, ON HIGHEST POINT OF LONG NARROW RIDGE, BETWEEN
 JK1265'HIGH AND WILSON CREEK DRAINAGE SYSTEMS, 210 FT. S. OF TRAIL TO PIGG
 JK1265'RANCH.
 JK1265'
 JK1265'STATION MARK--STANDARD BRONZE USGS LEVEL BENCH MARK, CEMENTED IN ROCK
 JK1265'IN PLACE, STAMPED ---I-16 1940---.
 JK1265'
 JK1265'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0049 ***********************************************************************
 LN0049  DESIGNATION -  I 2
 LN0049  PID         -  LN0049
 LN0049  STATE/COUNTY-  CO/MOFFAT
 LN0049  USGS QUAD   -  TWELVEMILE MESA (1986)
 LN0049
 LN0049                         *CURRENT SURVEY CONTROL
 LN0049  ___________________________________________________________________
 LN0049* NAD 83(1986)-  40 24 31.     (N)    108 28 01.     (W)     SCALED    
 LN0049* NAVD 88     -      1782.430  (meters)    5847.86   (feet)  ADJUSTED  
 LN0049  ___________________________________________________________________
 LN0049  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 LN0049  DYNAMIC HT  -        1780.720 (meters)    5842.25  (feet)  COMP
 LN0049  MODELED GRAV-     979,603.5   (mgal)                       NAVD 88
 LN0049
 LN0049  VERT ORDER  -  SECOND    CLASS 0
 LN0049
 LN0049.The horizontal coordinates were scaled from a topographic map and have
 LN0049.an estimated accuracy of +/- 6 seconds.
 LN0049
 LN0049.The orthometric height was determined by differential leveling
 LN0049.and adjusted by the National Geodetic Survey in June 1991..
 LN0049
 LN0049.The geoid height was determined by GEOID03.
 LN0049
 LN0049.The dynamic height is computed by dividing the NAVD 88
 LN0049.geopotential number by the normal gravity value computed on the
 LN0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0049.degrees latitude (g = 980.6199 gals.).
 LN0049
 LN0049.The modeled gravity was interpolated from observed gravity values.
 LN0049
 LN0049;                    North         East    Units  Estimated Accuracy
 LN0049;SPC CO N     -   428,400.      662,620.      MT  (+/- 180 meters Scaled)
 LN0049
 LN0049                          SUPERSEDED SURVEY CONTROL
 LN0049
 LN0049  NGVD 29 (??/??/92) 1781.118  (m)         5843.55   (f) ADJ UNCH    2 0
 LN0049
 LN0049.Superseded values are not recommended for survey control.
 LN0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0049.See file dsdata.txt to determine how the superseded data were derived.
 LN0049
 LN0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK149761(NAD 83)
 LN0049_MARKER: DD = SURVEY DISK
 LN0049_SETTING: 80 = SET IN A BOULDER
 LN0049_SP_SET: BOULDER
 LN0049_STAMPING: I 2 1941 5844
 LN0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0049+STABILITY: SURFACE MOTION
 LN0049
 LN0049  HISTORY     - Date     Condition        Report By
 LN0049  HISTORY     - 1941     MONUMENTED       USGS
 LN0049  HISTORY     - 1962     GOOD             NGS
 LN0049
 LN0049                          STATION DESCRIPTION
 LN0049
 LN0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 LN0049'4.75 MI N FROM ELK SPRINGS.
 LN0049'0.15 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT ELK
 LN0049'SPRINGS, THENCE 0.2 MILE WEST ALONG COUNTY ROAD 14, THENCE 1.45 MILES
 LN0049'NORTH ALONG A GRADED ROAD, THENCE 2.95 MILES NORTH ALONG A TRACK ROAD,
 LN0049'ON TOP OF A LOW NORTHEAST-SOUTHWEST RIDGE, 33 FEET NORTHEAST OF THE
 LN0049'CENTER OF THE JUNCTION OF A DIM ROAD SOUTHWEST, 29 FEET EAST OF THE
 LN0049'CENTER LINE OF THE ROAD, ABOUT 2 FEET HIGHER THAN THE ROAD AND IN THE
 LN0049'TOP OF A 1 X 2 1/2 FOOT BOULDER THAT IS ABOUT 0.3 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0002 ***********************************************************************
 KL0002  DESIGNATION -  I 2
 KL0002  PID         -  KL0002
 KL0002  STATE/COUNTY-  CO/EAGLE
 KL0002  USGS QUAD   -  MINTURN (1987)
 KL0002
 KL0002                         *CURRENT SURVEY CONTROL
 KL0002  ___________________________________________________________________
 KL0002* NAD 83(1986)-  39 37 24.     (N)    106 29 10.     (W)     SCALED    
 KL0002* NAVD 88     -      2308.685  (meters)    7574.41   (feet)  ADJUSTED  
 KL0002  ___________________________________________________________________
 KL0002  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 KL0002  DYNAMIC HT  -        2306.023 (meters)    7565.68  (feet)  COMP
 KL0002  MODELED GRAV-     979,391.4   (mgal)                       NAVD 88
 KL0002
 KL0002  VERT ORDER  -  FIRST     CLASS II
 KL0002
 KL0002.The horizontal coordinates were scaled from a topographic map and have
 KL0002.an estimated accuracy of +/- 6 seconds.
 KL0002
 KL0002.The orthometric height was determined by differential leveling
 KL0002.and adjusted by the National Geodetic Survey in June 1991..
 KL0002
 KL0002.The geoid height was determined by GEOID03.
 KL0002
 KL0002.The dynamic height is computed by dividing the NAVD 88
 KL0002.geopotential number by the normal gravity value computed on the
 KL0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0002.degrees latitude (g = 980.6199 gals.).
 KL0002
 KL0002.The modeled gravity was interpolated from observed gravity values.
 KL0002
 KL0002;                    North         East    Units  Estimated Accuracy
 KL0002;SPC CO C     -   503,970.      829,740.      MT  (+/- 180 meters Scaled)
 KL0002
 KL0002                          SUPERSEDED SURVEY CONTROL
 KL0002
 KL0002  NGVD 29 (??/??/92) 2307.204  (m)         7569.55   (f) ADJ UNCH    1 2
 KL0002
 KL0002.Superseded values are not recommended for survey control.
 KL0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0002.See file dsdata.txt to determine how the superseded data were derived.
 KL0002
 KL0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD724870(NAD 83)
 KL0002_MARKER: DD = SURVEY DISK
 KL0002_SETTING: 80 = SET IN A BOULDER
 KL0002_SP_SET: BOULDER
 KL0002_STAMPING: I 2
 KL0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0002+STABILITY: SURFACE MOTION
 KL0002
 KL0002  HISTORY     - Date     Condition        Report By
 KL0002  HISTORY     - UNK      MONUMENTED       USGS
 KL0002  HISTORY     - 1938     GOOD             NGS
 KL0002
 KL0002                          STATION DESCRIPTION
 KL0002
 KL0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KL0002'4.0 MI NW FROM MINTURN.
 KL0002'4.0 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KL0002'FROM MINTURN, EAGLE COUNTY, 85 YARDS EAST OF MILEPOST 306, 23.8 FEET
 KL0002'SOUTH OF THE CENTERLINE OF THE TRACK, AND IN THE TOP OF A BOULDER.  A
 KL0002'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED I 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0181 ***********************************************************************
 LN0181  DESIGNATION -  I 20
 LN0181  PID         -  LN0181
 LN0181  STATE/COUNTY-  CO/MOFFAT
 LN0181  USGS QUAD   -  JACK SPRINGS (1972)
 LN0181
 LN0181                         *CURRENT SURVEY CONTROL
 LN0181  ___________________________________________________________________
 LN0181* NAD 83(1986)-  40 44 35.     (N)    108 49 31.     (W)     SCALED    
 LN0181* NAVD 88     -      1770.757  (meters)    5809.56   (feet)  ADJUSTED  
 LN0181  ___________________________________________________________________
 LN0181  GEOID HEIGHT-         -15.16  (meters)                     GEOID03
 LN0181  DYNAMIC HT  -        1769.230 (meters)    5804.55  (feet)  COMP
 LN0181  MODELED GRAV-     979,699.1   (mgal)                       NAVD 88
 LN0181
 LN0181  VERT ORDER  -  SECOND    CLASS 0
 LN0181
 LN0181.The horizontal coordinates were scaled from a topographic map and have
 LN0181.an estimated accuracy of +/- 6 seconds.
 LN0181
 LN0181.The orthometric height was determined by differential leveling
 LN0181.and adjusted by the National Geodetic Survey in June 1991..
 LN0181
 LN0181.The geoid height was determined by GEOID03.
 LN0181
 LN0181.The dynamic height is computed by dividing the NAVD 88
 LN0181.geopotential number by the normal gravity value computed on the
 LN0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0181.degrees latitude (g = 980.6199 gals.).
 LN0181
 LN0181.The modeled gravity was interpolated from observed gravity values.
 LN0181
 LN0181;                    North         East    Units  Estimated Accuracy
 LN0181;SPC CO N     -   466,590.      633,610.      MT  (+/- 180 meters Scaled)
 LN0181
 LN0181                          SUPERSEDED SURVEY CONTROL
 LN0181
 LN0181  NGVD 29 (??/??/92) 1769.563  (m)         5805.64   (f) ADJ UNCH    2 0
 LN0181
 LN0181.Superseded values are not recommended for survey control.
 LN0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0181.See file dsdata.txt to determine how the superseded data were derived.
 LN0181
 LN0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL836125(NAD 83)
 LN0181_MARKER: DD = SURVEY DISK
 LN0181_SETTING: 80 = SET IN A BOULDER
 LN0181_SP_SET: BOULDER
 LN0181_STAMPING: I 20 1941
 LN0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0181+STABILITY: SURFACE MOTION
 LN0181
 LN0181  HISTORY     - Date     Condition        Report By
 LN0181  HISTORY     - 1941     MONUMENTED       USGS
 LN0181  HISTORY     - 1962     GOOD             NGS
 LN0181
 LN0181                          STATION DESCRIPTION
 LN0181
 LN0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 LN0181'18.65 MI NW FROM GREYSTONE.
 LN0181'16.7 MILES NORTHWEST ALONG COUNTY ROAD 10 FROM THE STORE AND POST
 LN0181'OFFICE AT GREYSTONE, THENCE 1.95 MILES SOUTH ALONG A DIRT ROAD, 1.95
 LN0181'MILES SOUTH OF LADORE SCHOOLHOUSE, IN THE TOP OF A 1- BY 1-FOOT
 LN0181'SANDSTONE BOULDER, 24 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE
 LN0181'ROAD, 12 FEET NORTH OF THE CENTER LINE OF A ROAD TO LADORE, 8 FEET
 LN0181'SOUTHWEST OF GATE OF LADORE SIGN, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0182 ***********************************************************************
 LN0182  DESIGNATION -  I 20 RM
 LN0182  PID         -  LN0182
 LN0182  STATE/COUNTY-  CO/MOFFAT
 LN0182  USGS QUAD   -  JACK SPRINGS (1972)
 LN0182
 LN0182                         *CURRENT SURVEY CONTROL
 LN0182  ___________________________________________________________________
 LN0182* NAD 83(1986)-  40 44 35.     (N)    108 49 30.     (W)     SCALED    
 LN0182* NAVD 88     -      1770.057  (meters)    5807.26   (feet)  ADJUSTED  
 LN0182  ___________________________________________________________________
 LN0182  GEOID HEIGHT-         -15.16  (meters)                     GEOID03
 LN0182  DYNAMIC HT  -        1768.530 (meters)    5802.25  (feet)  COMP
 LN0182  MODELED GRAV-     979,699.0   (mgal)                       NAVD 88
 LN0182
 LN0182  VERT ORDER  -  SECOND    CLASS 0
 LN0182
 LN0182.The horizontal coordinates were scaled from a topographic map and have
 LN0182.an estimated accuracy of +/- 6 seconds.
 LN0182
 LN0182.The orthometric height was determined by differential leveling
 LN0182.and adjusted by the National Geodetic Survey in June 1991..
 LN0182
 LN0182.The geoid height was determined by GEOID03.
 LN0182
 LN0182.The dynamic height is computed by dividing the NAVD 88
 LN0182.geopotential number by the normal gravity value computed on the
 LN0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0182.degrees latitude (g = 980.6199 gals.).
 LN0182
 LN0182.The modeled gravity was interpolated from observed gravity values.
 LN0182
 LN0182;                    North         East    Units  Estimated Accuracy
 LN0182;SPC CO N     -   466,590.      633,640.      MT  (+/- 180 meters Scaled)
 LN0182
 LN0182                          SUPERSEDED SURVEY CONTROL
 LN0182
 LN0182  NGVD 29 (??/??/92) 1768.862  (m)         5803.34   (f) ADJ UNCH    2 0
 LN0182
 LN0182.Superseded values are not recommended for survey control.
 LN0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0182.See file dsdata.txt to determine how the superseded data were derived.
 LN0182
 LN0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL836125(NAD 83)
 LN0182_MARKER: N = NAIL
 LN0182_SETTING: 80 = SET IN A BOULDER
 LN0182_SP_SET: BOULDER
 LN0182_STAMPING: CB 1941
 LN0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0182+STABILITY: SURFACE MOTION
 LN0182
 LN0182  HISTORY     - Date     Condition        Report By
 LN0182  HISTORY     - 1941     MONUMENTED       USGS
 LN0182  HISTORY     - 1962     GOOD             NGS
 LN0182
 LN0182                          STATION DESCRIPTION
 LN0182
 LN0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 LN0182'18.65 MI NW FROM GREYSTONE.
 LN0182'REFERENCE MARK, COPPER NAIL AND WASHER IN THE TOP OF A SANDSTONE
 LN0182'BOULDER, 58 FEET NORTHEAST OF THE TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0079 ***********************************************************************
 JK0079  DESIGNATION -  I 4
 JK0079  PID         -  JK0079
 JK0079  STATE/COUNTY-  CO/PUEBLO
 JK0079  USGS QUAD   -  NORTHEAST PUEBLO (1974)
 JK0079
 JK0079                         *CURRENT SURVEY CONTROL
 JK0079  ___________________________________________________________________
 JK0079* NAD 83(1986)-  38 16 35.     (N)    104 36 33.     (W)     SCALED    
 JK0079* NAVD 88     -      1431.833  (meters)    4697.61   (feet)  ADJUSTED  
 JK0079  ___________________________________________________________________
 JK0079  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 JK0079  DYNAMIC HT  -        1430.337 (meters)    4692.70  (feet)  COMP
 JK0079  MODELED GRAV-     979,535.1   (mgal)                       NAVD 88
 JK0079
 JK0079  VERT ORDER  -  FIRST     CLASS II
 JK0079
 JK0079.The horizontal coordinates were scaled from a topographic map and have
 JK0079.an estimated accuracy of +/- 6 seconds.
 JK0079
 JK0079.The orthometric height was determined by differential leveling
 JK0079.and adjusted by the National Geodetic Survey in June 1991..
 JK0079
 JK0079.The geoid height was determined by GEOID03.
 JK0079
 JK0079.The dynamic height is computed by dividing the NAVD 88
 JK0079.geopotential number by the normal gravity value computed on the
 JK0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0079.degrees latitude (g = 980.6199 gals.).
 JK0079
 JK0079.The modeled gravity was interpolated from observed gravity values.
 JK0079
 JK0079;                    North         East    Units  Estimated Accuracy
 JK0079;SPC CO S     -   483,830.      992,350.      MT  (+/- 180 meters Scaled)
 JK0079
 JK0079                          SUPERSEDED SURVEY CONTROL
 JK0079
 JK0079  NGVD 29 (??/??/92) 1430.997  (m)         4694.86   (f) ADJ UNCH    1 2
 JK0079
 JK0079.Superseded values are not recommended for survey control.
 JK0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0079.See file dsdata.txt to determine how the superseded data were derived.
 JK0079
 JK0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC341365(NAD 83)
 JK0079_MARKER: DB = BENCH MARK DISK
 JK0079_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JK0079_SP_SET: BUILDING FOUNDATION
 JK0079_STAMPING: I 4 1925 4695.086
 JK0079_MARK LOGO: CGS   
 JK0079_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0079_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JK0079+SATELLITE: SATELLITE OBSERVATIONS - January 04, 1996
 JK0079
 JK0079  HISTORY     - Date     Condition        Report By
 JK0079  HISTORY     - 1925     MONUMENTED       CGS
 JK0079  HISTORY     - 1953     GOOD             NGS
 JK0079  HISTORY     - 1984     GOOD             NGS
 JK0079  HISTORY     - 19960104 GOOD             CODOT
 JK0079
 JK0079                          STATION DESCRIPTION
 JK0079
 JK0079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0079'AT PUEBLO.
 JK0079'AT PUEBLO, PUEBLO COUNTY, AT THE CORNER OF MAIN AND TENTH STREETS,
 JK0079'AT THE SOUTH ENTRANCE TO THE COUNTY COURTHOUSE, IN THE TOP OF THE
 JK0079'GRANITE FOUNDATION OF THE EAST PILLAR, 20 INCHES NORTH OF THE SOUTH
 JK0079'END AND ABOUT 2 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED
 JK0079'ELEV, 4695.086 FT.I 4 1925.
 JK0079
 JK0079                          STATION RECOVERY (1984)
 JK0079
 JK0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0079'RECOVERED IN GOOD CONDITION.
 JK0079
 JK0079                          STATION RECOVERY (1996)
 JK0079
 JK0079'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (PG)
 JK0079'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0028 ***********************************************************************
 JL0028  DESIGNATION -  I 5
 JL0028  PID         -  JL0028
 JL0028  STATE/COUNTY-  CO/CHAFFEE
 JL0028  USGS QUAD   -  BUENA VISTA EAST (1994)
 JL0028
 JL0028                         *CURRENT SURVEY CONTROL
 JL0028  ___________________________________________________________________
 JL0028* NAD 83(1986)-  38 49 01.     (N)    106 07 05.     (W)     SCALED    
 JL0028* NAVD 88     -      2403.001  (meters)    7883.85   (feet)  ADJUSTED  
 JL0028  ___________________________________________________________________
 JL0028  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 JL0028  DYNAMIC HT  -        2400.002 (meters)    7874.01  (feet)  COMP
 JL0028  MODELED GRAV-     979,294.1   (mgal)                       NAVD 88
 JL0028
 JL0028  VERT ORDER  -  FIRST     CLASS II
 JL0028
 JL0028.The horizontal coordinates were scaled from a topographic map and have
 JL0028.an estimated accuracy of +/- 6 seconds.
 JL0028
 JL0028.The orthometric height was determined by differential leveling
 JL0028.and adjusted by the National Geodetic Survey in June 1991..
 JL0028
 JL0028.The geoid height was determined by GEOID03.
 JL0028
 JL0028.The dynamic height is computed by dividing the NAVD 88
 JL0028.geopotential number by the normal gravity value computed on the
 JL0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0028.degrees latitude (g = 980.6199 gals.).
 JL0028
 JL0028.The modeled gravity was interpolated from observed gravity values.
 JL0028
 JL0028;                    North         East    Units  Estimated Accuracy
 JL0028;SPC CO C     -   414,170.      860,730.      MT  (+/- 180 meters Scaled)
 JL0028
 JL0028                          SUPERSEDED SURVEY CONTROL
 JL0028
 JL0028  NGVD 29 (??/??/92) 2401.472  (m)         7878.83   (f) ADJ UNCH    1 2
 JL0028
 JL0028.Superseded values are not recommended for survey control.
 JL0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0028.See file dsdata.txt to determine how the superseded data were derived.
 JL0028
 JL0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC029970(NAD 83)
 JL0028_MARKER: DB = BENCH MARK DISK
 JL0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0028_STAMPING: I 5 1925
 JL0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0028+STABILITY: SURFACE MOTION
 JL0028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0028+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2004
 JL0028
 JL0028  HISTORY     - Date     Condition        Report By
 JL0028  HISTORY     - 1925     MONUMENTED       CGS
 JL0028  HISTORY     - 1958     GOOD             NGS
 JL0028  HISTORY     - 20040905 GOOD             GEOCAC
 JL0028
 JL0028                          STATION DESCRIPTION
 JL0028
 JL0028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JL0028'1.85 MI SE FROM BUENA VISTA.
 JL0028'ABOUT 1.85 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 JL0028'RAILROAD FROM THE STATION AT BUENA VISTA, ABOUT 0.15 MILE NORTHWEST OF
 JL0028'MILEPOST 238, ABOUT 0.55 MILE NORTHWEST OF THE OVERPASS OF U. S.
 JL0028'HIGHWAYS 285 AND 24, 110 FEET NORTH OF THE CENTER OF A STEEL GATE, 45
 JL0028'1/2 FEET NORTHEAST OF THE NORTHEAST RAIL, 25 FEET SOUTHEAST OF A
 JL0028'TELEPHONE POLE, 1 FOOT SOUTHWEST OF A FENCE, 3 FEET SOUTHEAST OF A
 JL0028'WITNESS POST, AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 JL0028
 JL0028                          STATION RECOVERY (2004)
 JL0028
 JL0028'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 JL0028'NO STEEL GATE.  RAILROAD ABANDONED.  RECOVERED IN GOOD CONDITION.
 JL0028'HANDHELD GPS COORDINATES N38 49 02.6, W106 07 05.3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0018 ***********************************************************************
 JL0018  DESIGNATION -  I 6
 JL0018  PID         -  JL0018
 JL0018  STATE/COUNTY-  CO/CHAFFEE
 JL0018  USGS QUAD   -  NATHROP (1983)
 JL0018
 JL0018                         *CURRENT SURVEY CONTROL
 JL0018  ___________________________________________________________________
 JL0018* NAD 83(1986)-  38 44 51.     (N)    106 04 36.     (W)     SCALED    
 JL0018* NAVD 88     -      2345.407  (meters)    7694.89   (feet)  ADJUSTED  
 JL0018  ___________________________________________________________________
 JL0018  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 JL0018  DYNAMIC HT  -        2342.505 (meters)    7685.37  (feet)  COMP
 JL0018  MODELED GRAV-     979,307.4   (mgal)                       NAVD 88
 JL0018
 JL0018  VERT ORDER  -  FIRST     CLASS II
 JL0018
 JL0018.The horizontal coordinates were scaled from a topographic map and have
 JL0018.an estimated accuracy of +/- 6 seconds.
 JL0018
 JL0018.The orthometric height was determined by differential leveling
 JL0018.and adjusted by the National Geodetic Survey in June 1991..
 JL0018
 JL0018.The geoid height was determined by GEOID03.
 JL0018
 JL0018.The dynamic height is computed by dividing the NAVD 88
 JL0018.geopotential number by the normal gravity value computed on the
 JL0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0018.degrees latitude (g = 980.6199 gals.).
 JL0018
 JL0018.The modeled gravity was interpolated from observed gravity values.
 JL0018
 JL0018;                    North         East    Units  Estimated Accuracy
 JL0018;SPC CO C     -   406,440.      864,270.      MT  (+/- 180 meters Scaled)
 JL0018
 JL0018                          SUPERSEDED SURVEY CONTROL
 JL0018
 JL0018  NGVD 29 (??/??/92) 2343.907  (m)         7689.97   (f) ADJ UNCH    1 2
 JL0018
 JL0018.Superseded values are not recommended for survey control.
 JL0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0018.See file dsdata.txt to determine how the superseded data were derived.
 JL0018
 JL0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC064893(NAD 83)
 JL0018_MARKER: DD = SURVEY DISK
 JL0018_SETTING: 66 = SET IN ROCK OUTCROP
 JL0018_SP_SET: ROCK OUTCROP
 JL0018_STAMPING: I 6 1938
 JL0018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0018+STABILITY: POSITION/ELEVATION WELL
 JL0018
 JL0018  HISTORY     - Date     Condition        Report By
 JL0018  HISTORY     - 1938     MONUMENTED       USGS
 JL0018  HISTORY     - 1958     GOOD             NGS
 JL0018  HISTORY     - 20040904 MARK NOT FOUND   GEOCAC
 JL0018
 JL0018                          STATION DESCRIPTION
 JL0018
 JL0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JL0018'IN NATHROP.
 JL0018'AT NATHROP, ABOUT 0.1 MILE SOUTHEAST OF THE SOUTHWEST SIDE OF THE
 JL0018'STOCK PENS, IN THE TOP OF A PYRAMID SHAPED 6 X 10 FOOT GRANITE
 JL0018'OUTCROP, 82 YARDS SOUTHWEST OF A LONE 12 INCH WILLOW TREE, 24 YARDS
 JL0018'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 74 FEET SOUTHWEST
 JL0018'OF A FENCE, AND ABOUT 4 FEET ABOVE THE GROUND.
 JL0018
 JL0018                          STATION RECOVERY (2004)
 JL0018
 JL0018'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 JL0018'RAILROAD ABANDONED AND STOCK PENS DO NOT EXIST. COULD FIND ONLY ONE
 JL0018'GRANITE OUTCROP THAT FIT DESCRIPTION IN AREA THAT WAS ON NE OF THE
 JL0018'TRACK. HOLE IN TOP OF OUTCROP MAY HAVE BEEN WHERE SOMEONE HAD DUG THE
 JL0018'MARK OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0172 ***********************************************************************
 LN0172  DESIGNATION -  I 7
 LN0172  PID         -  LN0172
 LN0172  STATE/COUNTY-  CO/MOFFAT
 LN0172  USGS QUAD   -  LIMESTONE HILL (1973)
 LN0172
 LN0172                         *CURRENT SURVEY CONTROL
 LN0172  ___________________________________________________________________
 LN0172* NAD 83(1986)-  40 33 56.     (N)    108 33 16.     (W)     SCALED    
 LN0172* NAVD 88     -      1934.227  (meters)    6345.88   (feet)  ADJUSTED  
 LN0172  ___________________________________________________________________
 LN0172  GEOID HEIGHT-         -15.88  (meters)                     GEOID03
 LN0172  DYNAMIC HT  -        1932.408 (meters)    6339.91  (feet)  COMP
 LN0172  MODELED GRAV-     979,615.4   (mgal)                       NAVD 88
 LN0172
 LN0172  VERT ORDER  -  SECOND    CLASS 0
 LN0172
 LN0172.The horizontal coordinates were scaled from a topographic map and have
 LN0172.an estimated accuracy of +/- 6 seconds.
 LN0172
 LN0172.The orthometric height was determined by differential leveling
 LN0172.and adjusted by the National Geodetic Survey in June 1991..
 LN0172
 LN0172.The geoid height was determined by GEOID03.
 LN0172
 LN0172.The dynamic height is computed by dividing the NAVD 88
 LN0172.geopotential number by the normal gravity value computed on the
 LN0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0172.degrees latitude (g = 980.6199 gals.).
 LN0172
 LN0172.The modeled gravity was interpolated from observed gravity values.
 LN0172
 LN0172;                    North         East    Units  Estimated Accuracy
 LN0172;SPC CO N     -   446,070.      655,790.      MT  (+/- 180 meters Scaled)
 LN0172
 LN0172                          SUPERSEDED SURVEY CONTROL
 LN0172
 LN0172  NGVD 29 (??/??/92) 1932.920  (m)         6341.59   (f) ADJ UNCH    2 0
 LN0172
 LN0172.Superseded values are not recommended for survey control.
 LN0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0172.See file dsdata.txt to determine how the superseded data were derived.
 LN0172
 LN0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK070934(NAD 83)
 LN0172_MARKER: DD = SURVEY DISK
 LN0172_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LN0172_SP_SET: UNSPECIFIED ROCK
 LN0172_STAMPING: I 7 1941 6342
 LN0172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0172
 LN0172  HISTORY     - Date     Condition        Report By
 LN0172  HISTORY     - 1941     MONUMENTED       USGS
 LN0172  HISTORY     - 1962     GOOD             NGS
 LN0172
 LN0172                          STATION DESCRIPTION
 LN0172
 LN0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 LN0172'9.1 MI SE FROM GREYSTONE.
 LN0172'9.1 MILES SOUTHEAST ALONG COUNTY ROAD 10 FROM THE STORE AND POST
 LN0172'OFFICE AT GREYSTONE, IN THE TOP OF A 12- BY 12-INCH ROCK WHICH
 LN0172'PROJECTS 0.6 FOOT ABOVE THE GROUND, 120 YARDS SOUTH OF THE CENTER LINE
 LN0172'OF THE ROAD, 91 FEET EAST OF THE CENTER LINE OF A TRACK ROAD, 65 FEET
 LN0172'NORTH OF THE CENTER OF A GATE, 63 FEET NORTH OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0104 ***********************************************************************
 JK0104  DESIGNATION -  I 7
 JK0104  PID         -  JK0104
 JK0104  STATE/COUNTY-  CO/PUEBLO
 JK0104  USGS QUAD   -  HOBSON (1982)
 JK0104
 JK0104                         *CURRENT SURVEY CONTROL
 JK0104  ___________________________________________________________________
 JK0104* NAD 83(1986)-  38 19 37.     (N)    104 54 32.     (W)     SCALED    
 JK0104* NAVD 88     -      1499.393  (meters)    4919.26   (feet)  ADJUSTED  
 JK0104  ___________________________________________________________________
 JK0104  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 JK0104  DYNAMIC HT  -        1497.808 (meters)    4914.06  (feet)  COMP
 JK0104  MODELED GRAV-     979,519.7   (mgal)                       NAVD 88
 JK0104
 JK0104  VERT ORDER  -  FIRST     CLASS II
 JK0104
 JK0104.The horizontal coordinates were scaled from a topographic map and have
 JK0104.an estimated accuracy of +/- 6 seconds.
 JK0104
 JK0104.The orthometric height was determined by differential leveling
 JK0104.and adjusted by the National Geodetic Survey in June 1991..
 JK0104
 JK0104.The geoid height was determined by GEOID03.
 JK0104
 JK0104.The dynamic height is computed by dividing the NAVD 88
 JK0104.geopotential number by the normal gravity value computed on the
 JK0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0104.degrees latitude (g = 980.6199 gals.).
 JK0104
 JK0104.The modeled gravity was interpolated from observed gravity values.
 JK0104
 JK0104;                    North         East    Units  Estimated Accuracy
 JK0104;SPC CO S     -   489,230.      966,090.      MT  (+/- 180 meters Scaled)
 JK0104
 JK0104                          SUPERSEDED SURVEY CONTROL
 JK0104
 JK0104  NGVD 29 (??/??/92) 1498.481  (m)         4916.27   (f) ADJ UNCH    1 2
 JK0104
 JK0104.Superseded values are not recommended for survey control.
 JK0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0104.See file dsdata.txt to determine how the superseded data were derived.
 JK0104
 JK0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC079420(NAD 83)
 JK0104_MARKER: DB = BENCH MARK DISK
 JK0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0104_STAMPING: I 7 1925 4916.555
 JK0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0104+STABILITY: SURFACE MOTION
 JK0104
 JK0104  HISTORY     - Date     Condition        Report By
 JK0104  HISTORY     - 1925     MONUMENTED       CGS
 JK0104  HISTORY     - 1953     GOOD             NGS
 JK0104
 JK0104                          STATION DESCRIPTION
 JK0104
 JK0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0104'18.8 MI W FROM PUEBLO.
 JK0104'18.8 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0104'FROM THE STATION AT PUEBLO, 0.1 MILE SOUTHEAST OF MILEPOST 138, 99
 JK0104'FEET WEST OF A 38 INCH LONE COTTONWOOD TREE, 47 FEET NORTHEAST OF THE
 JK0104'NORTHEAST RAIL, 57.8 FEET NORTH OF THE CENTER OF A PRIVATE ROAD
 JK0104'CROSSING, 21 FEET NORTHEAST OF A TELEPHONE POLE, 0.7 FOOT
 JK0104'SOUTHWEST OF A FENCE, 0.5 FOOT NORTHEAST OF A WITNESS POST, SET
 JK0104'IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0168 ***********************************************************************
 LN0168  DESIGNATION -  I 8
 LN0168  PID         -  LN0168
 LN0168  STATE/COUNTY-  CO/MOFFAT
 LN0168  USGS QUAD   -  LIMESTONE HILL (1973)
 LN0168
 LN0168                         *CURRENT SURVEY CONTROL
 LN0168  ___________________________________________________________________
 LN0168* NAD 83(1986)-  40 34 10.     (N)    108 35 56.     (W)     SCALED    
 LN0168* NAVD 88     -      2100.061  (meters)    6889.95   (feet)  ADJUSTED  
 LN0168  ___________________________________________________________________
 LN0168  GEOID HEIGHT-         -15.78  (meters)                     GEOID03
 LN0168  DYNAMIC HT  -        2098.093 (meters)    6883.49  (feet)  COMP
 LN0168  MODELED GRAV-     979,612.2   (mgal)                       NAVD 88
 LN0168
 LN0168  VERT ORDER  -  SECOND    CLASS 0
 LN0168
 LN0168.The horizontal coordinates were scaled from a topographic map and have
 LN0168.an estimated accuracy of +/- 6 seconds.
 LN0168
 LN0168.The orthometric height was determined by differential leveling
 LN0168.and adjusted by the National Geodetic Survey in June 1991..
 LN0168
 LN0168.The geoid height was determined by GEOID03.
 LN0168
 LN0168.The dynamic height is computed by dividing the NAVD 88
 LN0168.geopotential number by the normal gravity value computed on the
 LN0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0168.degrees latitude (g = 980.6199 gals.).
 LN0168
 LN0168.The modeled gravity was interpolated from observed gravity values.
 LN0168
 LN0168;                    North         East    Units  Estimated Accuracy
 LN0168;SPC CO N     -   446,630.      652,050.      MT  (+/- 180 meters Scaled)
 LN0168
 LN0168                          SUPERSEDED SURVEY CONTROL
 LN0168
 LN0168  NGVD 29 (??/??/92) 2098.774  (m)         6885.73   (f) ADJ UNCH    2 0
 LN0168
 LN0168.Superseded values are not recommended for survey control.
 LN0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0168.See file dsdata.txt to determine how the superseded data were derived.
 LN0168
 LN0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK032937(NAD 83)
 LN0168_MARKER: DD = SURVEY DISK
 LN0168_SETTING: 66 = SET IN ROCK OUTCROP
 LN0168_SP_SET: ROCK LEDGE
 LN0168_STAMPING: I 8 1941
 LN0168_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0168+STABILITY: POSITION/ELEVATION WELL
 LN0168
 LN0168  HISTORY     - Date     Condition        Report By
 LN0168  HISTORY     - 1941     MONUMENTED       USGS
 LN0168  HISTORY     - 1962     GOOD             NGS
 LN0168
 LN0168                          STATION DESCRIPTION
 LN0168
 LN0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 LN0168'6.05 MI SE FROM GREYSTONE.
 LN0168'6.05 MILES SOUTHEAST ALONG COUNTY ROAD 10 FROM THE POST OFFICE AND
 LN0168'STORE AT GREYSTONE, 180 FEET EAST OF THE CENTER OF A CURVEY WITH
 LN0168'TANGENTS NORTHEAST AND NORTHWEST, 126 FEET EAST OF A POWER POLE AT
 LN0168'ANGLE IN POWER LINE, 126 FEET SOUTHEAST OF THE CENTER LINE OF THE
 LN0168'ROAD, IN THE TOP OF A ROCK LEDGE AT THE SOUTHEAST RIM OF A MESA AND
 LN0168'OVERLOOKING A VALLEY TO THE SOUTHEAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0544 ***********************************************************************
 LN0544  DESIGNATION -  I 8
 LN0544  PID         -  LN0544
 LN0544  STATE/COUNTY-  CO/MOFFAT
 LN0544  USGS QUAD   -  HAYSTACK ROCK (1962)
 LN0544
 LN0544                         *CURRENT SURVEY CONTROL
 LN0544  ___________________________________________________________________
 LN0544* NAD 83(1992)-  40 26 59.13569(N)    108 43 36.98430(W)     ADJUSTED  
 LN0544* NAVD 88     -      2063.3    (meters)    6769.     (feet)  VERTCON   
 LN0544  ___________________________________________________________________
 LN0544  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 LN0544  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 LN0544
 LN0544  HORZ ORDER  -  THIRD
 LN0544  VERT ORDER  -  THIRD ? (See Below)
 LN0544
 LN0544.The horizontal coordinates were established by classical geodetic methods
 LN0544.and adjusted by the National Geodetic Survey in November 1997..
 LN0544
 LN0544.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0544.The vertical order pertains to the NGVD 29 superseded value.
 LN0544
 LN0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0544
 LN0544.The geoid height was determined by GEOID03.
 LN0544
 LN0544;                    North         East     Units Scale Factor Converg.
 LN0544;SPC CO N     -   433,739.464   640,727.959   MT  0.99996286   -2 05 06.1
 LN0544;SPC CO N     - 1,423,026.89  2,102,121.65   sFT  0.99996286   -2 05 06.1
 LN0544;UTM  12      - 4,480,159.476   692,756.842   MT  1.00005738   +1 28 30.6
 LN0544
 LN0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0544!SPC CO N     -   0.99967888  x   0.99996286  =   0.99964175
 LN0544!UTM  12      -   0.99967888  x   1.00005738  =   0.99973624
 LN0544
 LN0544:                Primary Azimuth Mark                     Grid Az
 LN0544:SPC CO N     -  KARNS                                    245 56 02.6
 LN0544:UTM  12      -  KARNS                                    242 22 25.9
 LN0544
 LN0544|---------------------------------------------------------------------|
 LN0544| PID    Reference Object                     Distance      Geod. Az  |
 LN0544|                                                           dddmmss.s |
 LN0544| LN0557 KARNS                               APPROX. 3.7 KM 2435056.5 |
 LN0544|---------------------------------------------------------------------|
 LN0544
 LN0544                          SUPERSEDED SURVEY CONTROL
 LN0544
 LN0544  NAD 83(1992)-  40 26 59.12924(N)    108 43 36.97539(W) AD(       ) 3
 LN0544  NAD 83(1986)-  40 26 59.12701(N)    108 43 36.97502(W) AD(       ) 3
 LN0544  NAD 27      -  40 26 59.25093(N)    108 43 34.58287(W) AD(       ) 3
 LN0544  NGVD 29 (07/19/86) 2062.0    (m)         6765.     (f) LEVELING    3  
 LN0544
 LN0544.Superseded values are not recommended for survey control.
 LN0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0544.See file dsdata.txt to determine how the superseded data were derived.
 LN0544
 LN0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK9275780159(NAD 83)
 LN0544
 LN0544  HISTORY     - Date     Condition        Report By
 LN0544  HISTORY     - 1939     MONUMENTED       USGS
 LN0544  HISTORY     - 1961     GOOD             USGS
 LN0544
 LN0544                          STATION DESCRIPTION
 LN0544
 LN0544'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 LN0544'STATION LOCATED ON BENCH BETWEEN S. RIM AND S. CANYON WALL OF YAMPA
 LN0544'RIVER, 300 FT. S. OF RD. FROM ELK SPRINGS TO MANTLE RANCH.
 LN0544'
 LN0544'TO REACH STATION FROM ELK SPRINGS, TURN RIGHT AT ELK SPRINGS AND
 LN0544'FOLLOW RD. ALONG TELEPHONE LINE 13.2 MI. TO RD. FORKS LEFT TO BEAR
 LN0544'VALLEY, TAKE RD. RIGHT 9.9 MI., THEN TURN S. FROM RD. 300 FT. TO
 LN0544'STATION.
 LN0544'
 LN0544'STATION MARK--STANDARD BRONZE TABLET SET IN LARGE BOULDER IN PLACE,
 LN0544'STAMPED ---BENCH-I-8-1939---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0164 ***********************************************************************
 LN0164  DESIGNATION -  I 9
 LN0164  PID         -  LN0164
 LN0164  STATE/COUNTY-  CO/MOFFAT
 LN0164  USGS QUAD   -  GREYSTONE (1973)
 LN0164
 LN0164                         *CURRENT SURVEY CONTROL
 LN0164  ___________________________________________________________________
 LN0164* NAD 83(1986)-  40 34 53.     (N)    108 39 14.     (W)     SCALED    
 LN0164* NAVD 88     -      1996.583  (meters)    6550.46   (feet)  ADJUSTED  
 LN0164  ___________________________________________________________________
 LN0164  GEOID HEIGHT-         -15.66  (meters)                     GEOID03
 LN0164  DYNAMIC HT  -        1994.706 (meters)    6544.30  (feet)  COMP
 LN0164  MODELED GRAV-     979,613.5   (mgal)                       NAVD 88
 LN0164
 LN0164  VERT ORDER  -  SECOND    CLASS 0
 LN0164
 LN0164.The horizontal coordinates were scaled from a topographic map and have
 LN0164.an estimated accuracy of +/- 6 seconds.
 LN0164
 LN0164.The orthometric height was determined by differential leveling
 LN0164.and adjusted by the National Geodetic Survey in June 1991..
 LN0164
 LN0164.The geoid height was determined by GEOID03.
 LN0164
 LN0164.The dynamic height is computed by dividing the NAVD 88
 LN0164.geopotential number by the normal gravity value computed on the
 LN0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0164.degrees latitude (g = 980.6199 gals.).
 LN0164
 LN0164.The modeled gravity was interpolated from observed gravity values.
 LN0164
 LN0164;                    North         East    Units  Estimated Accuracy
 LN0164;SPC CO N     -   448,120.      647,440.      MT  (+/- 180 meters Scaled)
 LN0164
 LN0164                          SUPERSEDED SURVEY CONTROL
 LN0164
 LN0164  NGVD 29 (??/??/92) 1995.279  (m)         6546.18   (f) ADJ UNCH    2 0
 LN0164
 LN0164.Superseded values are not recommended for survey control.
 LN0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0164.See file dsdata.txt to determine how the superseded data were derived.
 LN0164
 LN0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK985949(NAD 83)
 LN0164_MARKER: DD = SURVEY DISK
 LN0164_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LN0164_SP_SET: UNSPECIFIED ROCK
 LN0164_STAMPING: I 9 1941
 LN0164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0164
 LN0164  HISTORY     - Date     Condition        Report By
 LN0164  HISTORY     - 1941     MONUMENTED       USGS
 LN0164  HISTORY     - 1962     GOOD             NGS
 LN0164
 LN0164                          STATION DESCRIPTION
 LN0164
 LN0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 LN0164'2.75 MI SE FROM GREYSTONE.
 LN0164'2.75 MILES SOUTHEAST ALONG COUNTY ROAD 10 FROM THE STORE AND POST
 LN0164'OFFICE AT GREYSTONE, IN THE TOP OF A 1- BY 2-FOOT ROCK WHICH PROJECTS
 LN0164'ABOUT 2 FEET ABOVE THE GROUND, 30 FEET SOUTH OF THE CENTER LINE OF THE
 LN0164'ROAD, 36 FEET EAST OF THE CENTER LINE OF A ROAD SOUTHWEST TO PETERSEN
 LN0164'HUNTING CAMP, 9 FEET SOUTH OF A FENCE CORNER, 1.0 FOOT EAST OF A
 LN0164'FENCE, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8737 ***********************************************************************
 AH8737  DESIGNATION -  I25 160 MP47.31
 AH8737  PID         -  AH8737
 AH8737  STATE/COUNTY-  CO/HUERFANO
 AH8737  USGS QUAD   -  PRYOR (1973)
 AH8737
 AH8737                         *CURRENT SURVEY CONTROL
 AH8737  ___________________________________________________________________
 AH8737* NAD 83(1992)-  37 35 43.36306(N)    104 44 41.34152(W)     ADJUSTED  
 AH8737* NAVD 88     -      1889.5    (meters)    6199.     (feet)  GPS OBS   
 AH8737  ___________________________________________________________________
 AH8737  X           -  -1,288,208.759 (meters)                     COMP
 AH8737  Y           -  -4,894,757.912 (meters)                     COMP
 AH8737  Z           -   3,871,098.754 (meters)                     COMP
 AH8737  LAPLACE CORR-          -7.20  (seconds)                    DEFLEC99
 AH8737  ELLIP HEIGHT-        1871.36  (meters)          (12/03/02) GPS OBS
 AH8737  GEOID HEIGHT-         -18.15  (meters)                     GEOID03
 AH8737
 AH8737  HORZ ORDER  -  FIRST
 AH8737  ELLP ORDER  -  FOURTH    CLASS II
 AH8737
 AH8737.The horizontal coordinates were established by GPS observations
 AH8737.and adjusted by the National Geodetic Survey in April 1999..
 AH8737
 AH8737.The orthometric height was determined by GPS observations and a
 AH8737.high-resolution geoid model.
 AH8737
 AH8737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8737
 AH8737.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8737
 AH8737.The ellipsoidal height was determined by GPS observations
 AH8737.and is referenced to NAD 83.
 AH8737
 AH8737.The geoid height was determined by GEOID03.
 AH8737
 AH8737;                    North         East     Units Scale Factor Converg.
 AH8737;SPC CO S     -   408,141.927   981,090.391   MT  0.99995404   +0 27 47.6
 AH8737;SPC CO S     - 1,339,045.64  3,218,794.06   sFT  0.99995404   +0 27 47.6
 AH8737;UTM  13      - 4,160,953.589   522,526.935   MT  0.99960625   +0 09 20.5
 AH8737
 AH8737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8737!SPC CO S     -   0.99970643  x   0.99995404  =   0.99966048
 AH8737!UTM  13      -   0.99970643  x   0.99960625  =   0.99931280
 AH8737
 AH8737                          SUPERSEDED SURVEY CONTROL
 AH8737
 AH8737  ELLIP H (04/26/99) 1871.33   (m)                       GP(       ) 4 2
 AH8737
 AH8737.Superseded values are not recommended for survey control.
 AH8737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8737.See file dsdata.txt to determine how the superseded data were derived.
 AH8737
 AH8737_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB2252760954(NAD 83)
 AH8737_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AH8737_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AH8737_SP_SET: WINGWALL OF MEDIUM STRUCTURE
 AH8737_STAMPING: I25-160 MP47.31 STA 1258+39 EL 6197.33
 AH8737_MARK LOGO: CODH  
 AH8737_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH8737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8737+STABILITY: SURFACE MOTION
 AH8737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8737+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH8737
 AH8737  HISTORY     - Date     Condition        Report By
 AH8737  HISTORY     - 1998     MONUMENTED       NGS
 AH8737
 AH8737                          STATION DESCRIPTION
 AH8737
 AH8737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 AH8737'THE STATION IS LOCATED ABOUT 3.3 MI (5.3 KM) SOUTHEAST OF WALSENBURG,
 AH8737'2 MI (3.2 KM) SOUTHWEST OF FARR LAKE AND AT STRUCTURE NUMBER N 18 X, A
 AH8737'BRIDGE OVER WALSEN ARROYO AND I-25 EASTERN ACCESS ROAD, IN THE
 AH8737'NORTHEAST 1/4 OF SECTION 23, T 28 S, R 66 W, AT INTERSTATE 25 MILEPOST
 AH8737'47.31.  OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION RIGHT-OF-WAY TO
 AH8737'REACH THE STATION FROM INTERSTATE 25 EXIT 49, THE SOUTHERN MOST EXIT
 AH8737'INTO WALSENBURG AND U.  S.  HIGHWAY 160, TAKE THE UNDERPASS EAST FOR
 AH8737'0.05 MI (0.08 KM) TO A DEAD END AND A SIDE ROAD RIGHT, THE EASTERN
 AH8737'ACCESS ROAD.  TURN RIGHT, SOUTHEASTERLY, FOR 1.7 MI (2.7 KM) TO THE
 AH8737'STATION ON THE RIGHT AT THE BRIDGE OVER WALSEN ARROYO THE MARK IS A
 AH8737'STANDARD COLORADO DEPT.  OF HIGHWAYS BENCH MARK BRASS DISK, SET INTO A
 AH8737'DRILL HOLE IN THE TOP OF THE NORTHWESTERN WINGWALL IN STRUCTURE N 18
 AH8737'X.  IT IS 18.4 M (60.4 FT) EAST-NORTHEAST FROM THE CENTERLINE OF THE
 AH8737'NORTHBOUND I-25 LANES, 14.6 M (47.9 FT) NORTHEAST FROM THE NORTHEAST
 AH8737'CORNER OF THE BRIDGE FOR NORTHBOUND LANES OF I-25, 5.2 M (17.1 FT)
 AH8737'SOUTHWEST FROM THE CENTERLINE OF THE EASTERN ACCESS ROAD, 1.3 M (4.3
 AH8737'FT) SOUTHWEST FROM THE NORTHWEST END OF THE BRIDGE RAIL OF THE ACCESS
 AH8737'ROAD, 0.8 M (2.6 FT) NORTHEAST FROM A WITNESS POST AND ABOUT THE SAME
 AH8737'ELEVATION AS THE EASTERN ACCESS ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8740 ***********************************************************************
 AH8740  DESIGNATION -  I25 MP 64.72
 AH8740  PID         -  AH8740
 AH8740  STATE/COUNTY-  CO/HUERFANO
 AH8740  USGS QUAD   -  HUERFANO BUTTE (1969)
 AH8740
 AH8740                         *CURRENT SURVEY CONTROL
 AH8740  ___________________________________________________________________
 AH8740* NAD 83(1992)-  37 49 51.81465(N)    104 49 40.91437(W)     ADJUSTED  
 AH8740* NAVD 88     -      1842.5    (meters)    6045.     (feet)  GPS OBS   
 AH8740  ___________________________________________________________________
 AH8740  X           -  -1,291,210.752 (meters)                     COMP
 AH8740  Y           -  -4,877,373.275 (meters)                     COMP
 AH8740  Z           -   3,891,769.861 (meters)                     COMP
 AH8740  LAPLACE CORR-         -10.33  (seconds)                    DEFLEC99
 AH8740  ELLIP HEIGHT-        1824.92  (meters)          (12/03/02) GPS OBS
 AH8740  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 AH8740
 AH8740  HORZ ORDER  -  FIRST
 AH8740  ELLP ORDER  -  FOURTH    CLASS II
 AH8740
 AH8740.The horizontal coordinates were established by GPS observations
 AH8740.and adjusted by the National Geodetic Survey in April 1999..
 AH8740
 AH8740.The orthometric height was determined by GPS observations and a
 AH8740.high-resolution geoid model.
 AH8740
 AH8740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8740
 AH8740.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8740
 AH8740.The ellipsoidal height was determined by GPS observations
 AH8740.and is referenced to NAD 83.
 AH8740
 AH8740.The geoid height was determined by GEOID03.
 AH8740
 AH8740;                    North         East     Units Scale Factor Converg.
 AH8740;SPC CO S     -   434,242.245   973,553.852   MT  0.99994540   +0 24 43.8
 AH8740;SPC CO S     - 1,424,676.43  3,194,067.93   sFT  0.99994540   +0 24 43.8
 AH8740;UTM  13      - 4,187,084.933   515,132.928   MT  0.99960282   +0 06 19.7
 AH8740
 AH8740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8740!SPC CO S     -   0.99971372  x   0.99994540  =   0.99965914
 AH8740!UTM  13      -   0.99971372  x   0.99960282  =   0.99931665
 AH8740
 AH8740                          SUPERSEDED SURVEY CONTROL
 AH8740
 AH8740.No superseded survey control is available for this station.
 AH8740
 AH8740_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB1513387085(NAD 83)
 AH8740_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AH8740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8740_STAMPING: I25 MP64.72 FAP NO 296-E2 STA915+00 EL6047.72
 AH8740_MARK LOGO: CODH  
 AH8740_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH8740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8740+STABILITY: SURFACE MOTION
 AH8740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8740+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2004
 AH8740
 AH8740  HISTORY     - Date     Condition        Report By
 AH8740  HISTORY     - 1998     MONUMENTED       NGS
 AH8740  HISTORY     - 20040522 GOOD             GEOCAC
 AH8740
 AH8740                          STATION DESCRIPTION
 AH8740
 AH8740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 AH8740'THE STATION IS LOCATED ABOUT 14 MI (22.5 KM) NORTH OF WALSENBURG, 9 MI
 AH8740'(14.5 KM) SOUTH OF COLORADO CITY AND 5.5 MI (8.9 KM) NORTH OF HUERFANO
 AH8740'BUTTE, IN THE NORTHWEST 1/4 OF SECTION 31, T 25 S, R 66 W, AT
 AH8740'INTERSTATE 25 MILEPOST 64.72.  OWNERSHIP--COLORADO DEPT.  OF
 AH8740'TRANSPORTATION RIGHT-OF-WAY TO REACH THE STATION FROM THE INTERSECTION
 AH8740'OF INTERSTATE 25 (EXIT 64) AND LASCAR ROAD, GO NORTH ON THE EASTERN
 AH8740'ACCESS ROAD FOR 0.65 MI (1.05 KM) TO THE STATION ON THE RIGHT, AT THE
 AH8740'TOP OF A ROAD CUT THE MARK IS A STANDARD BRASS RIGHT-OF-WAY DISK SET
 AH8740'INTO THE TOP OF A ROUND 10 CM CONCRETE POST, PROJECTING 12 CM ABOVE
 AH8740'THE GROUND.  IT IS 62.8 M (206.0 FT) NORTH FROM A FENCE CORNER, 45.0 M
 AH8740'(147.6 FT) EAST FROM THE CENTER LINE OF THE NORTH BOUND LANES, 21.7 M
 AH8740'(71.2 FT) EAST FROM THE CENTER OF A DIRT ROAD, 3.0 M (9.8 FT) EAST
 AH8740'FROM THE EDGE OF A CUT, 1.9 M (6.2 FT) EAST FROM A WITNESS POST, 1.7 M
 AH8740'(5.6 FT) EAST FROM THE RIGHT-OF-WAY FENCE AND ABOUT 4 M (13.1 FT)
 AH8740'ABOVE THE ACCESS ROAD.
 AH8740
 AH8740                          STATION RECOVERY (2004)
 AH8740
 AH8740'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AH8740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8130 ***********************************************************************
 AE8130  DESIGNATION -  I25 MP281.96
 AE8130  PID         -  AE8130
 AE8130  STATE/COUNTY-  CO/LARIMER
 AE8130  USGS QUAD   -  CARR SW (1972)
 AE8130
 AE8130                         *CURRENT SURVEY CONTROL
 AE8130  ___________________________________________________________________
 AE8130* NAD 83(1992)-  40 45 45.66118(N)    104 59 31.87692(W)     ADJUSTED  
 AE8130* NAVD 88     -      1646.2    (meters)    5401.     (feet)  GPS OBS   
 AE8130  ___________________________________________________________________
 AE8130  X           -  -1,251,807.344 (meters)                     COMP
 AE8130  Y           -  -4,674,357.808 (meters)                     COMP
 AE8130  Z           -   4,143,561.976 (meters)                     COMP
 AE8130  LAPLACE CORR-         -11.17  (seconds)                    DEFLEC99
 AE8130  ELLIP HEIGHT-        1630.22  (meters)          (12/03/02) GPS OBS
 AE8130  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 AE8130
 AE8130  HORZ ORDER  -  FIRST
 AE8130  ELLP ORDER  -  FOURTH    CLASS II
 AE8130
 AE8130.The horizontal coordinates were established by GPS observations
 AE8130.and adjusted by the National Geodetic Survey in March 1998..
 AE8130
 AE8130.The orthometric height was determined by GPS observations and a
 AE8130.high-resolution geoid model.
 AE8130
 AE8130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8130
 AE8130.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8130
 AE8130.The ellipsoidal height was determined by GPS observations
 AE8130.and is referenced to NAD 83.
 AE8130
 AE8130.The geoid height was determined by GEOID03.
 AE8130
 AE8130;                    North         East     Units Scale Factor Converg.
 AE8130;SPC CO N     -   463,630.331   957,279.183   MT  0.99999671   +0 19 41.2
 AE8130;SPC CO N     - 1,521,093.84  3,140,673.45   sFT  0.99999671   +0 19 41.2
 AE8130;UTM  13      - 4,512,413.270   500,659.349   MT  0.99960001   +0 00 18.4
 AE8130
 AE8130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8130!SPC CO N     -   0.99974434  x   0.99999671  =   0.99974105
 AE8130!UTM  13      -   0.99974434  x   0.99960001  =   0.99934445
 AE8130
 AE8130                          SUPERSEDED SURVEY CONTROL
 AE8130
 AE8130  ELLIP H (03/31/98) 1630.26   (m)                       GP(       ) 4 1
 AE8130
 AE8130.Superseded values are not recommended for survey control.
 AE8130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8130.See file dsdata.txt to determine how the superseded data were derived.
 AE8130
 AE8130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF0065912413(NAD 83)
 AE8130_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AE8130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE8130_STAMPING: 3590+02.9BK=3595+38.8AH/5401.18/I-25-3 42 279
 AE8130_MARK LOGO: CODH  
 AE8130_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE8130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8130+STABILITY: SURFACE MOTION
 AE8130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8130+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE8130
 AE8130  HISTORY     - Date     Condition        Report By
 AE8130  HISTORY     - 1996     MONUMENTED       NGS
 AE8130
 AE8130                          STATION DESCRIPTION
 AE8130
 AE8130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE8130'THE STATION IS LOCATED ABOUT 12.5 MI (20.1 KM) NORTH-NORTHEAST OF FORT
 AE8130'COLLINS, 12 MI (19.3 KM) NORTHEAST OF TEDS PLACE AND 4 MI (6.4 KM)
 AE8130'NORTH OF WELLINGTON, IN THE NORTHWEST 1/4 OF SECTION 10, T 9 N, R 68
 AE8130'W, AT INTERSTATE 25 MILEPOST 281.96.  OWNERSHIP--COLORADO DEPT.  OF
 AE8130'TRANSPORTATION RIGHT-OF-WAY TO REACH THE STATION FROM THE INTERSECTION
 AE8130'OF INTERSTATE 25 AND LARIMER COUNTY ROAD 70 (OWL CANYON ROAD, EXIT
 AE8130'281) , GO WEST ON LARIMER COUNTY ROAD 70 (OWL CANYON ROAD) FOR 0.35 MI
 AE8130'(0.56 KM) TO THE INTERSECTION OF LARIMER COUNTY ROAD 5-J (OLD U.  S.
 AE8130'HIGHWAY 87) . TURN RIGHT, NORTHEASTERLY, ON LARIMER COUNTY ROAD 5-J
 AE8130'FOR 0.7 MI (1.1 KM) TO THE END OF THE ROAD, A PRIVATE ROAD TO THE WEST
 AE8130'AND A LARGE BUDWISER SIGN AND THE STATION ON THE LEFT, IN THE
 AE8130'RIGHT-OF-WAY FENCE THE MARK IS A STANDARD COLORADO DEPT.  OF HIGHWAYS
 AE8130'RIGHT-OF-WAY DISK SET IN THE TOP OF A 15 CM ROUND PRE-CASTE CONCRETE
 AE8130'POST.  IT IS 28.4 M (93.2 FT) NORTH FROM THE CENTER OF A PRIVATE ROAD
 AE8130'GOING WEST, 26.4 M (86.6 FT) WEST FROM THE WESTERN EDGE OF CONCRETE OF
 AE8130'THE SOUTHBOUND LANES OF INTERSTATE 25, 21.0 M (68.9 FT) NORTH FROM THE
 AE8130'EAST END OF THE BUDWISER BREWERY TOURS SIGN, 0.55 M (1.80 FT) NORTH
 AE8130'FROM A WITNESS POST, IN THE RIGHT-OF-WAY FENCE AND ABOUT 2.5 M (8.2
 AE8130'FT) BELOW THE INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8738 ***********************************************************************
 AH8738  DESIGNATION -  I25 MP52.76
 AH8738  PID         -  AH8738
 AH8738  STATE/COUNTY-  CO/HUERFANO
 AH8738  USGS QUAD   -  WALSENBURG NORTH (1963)
 AH8738
 AH8738                         *CURRENT SURVEY CONTROL
 AH8738  ___________________________________________________________________
 AH8738* NAD 83(1992)-  37 39 50.11210(N)    104 47 50.28224(W)     ADJUSTED  
 AH8738* NAVD 88     -      1872.5    (meters)    6143.     (feet)  GPS OBS   
 AH8738  ___________________________________________________________________
 AH8738  X           -  -1,291,501.869 (meters)                     COMP
 AH8738  Y           -  -4,889,071.024 (meters)                     COMP
 AH8738  Z           -   3,877,115.133 (meters)                     COMP
 AH8738  LAPLACE CORR-          -7.83  (seconds)                    DEFLEC99
 AH8738  ELLIP HEIGHT-        1854.61  (meters)          (12/03/02) GPS OBS
 AH8738  GEOID HEIGHT-         -17.90  (meters)                     GEOID03
 AH8738
 AH8738  HORZ ORDER  -  FIRST
 AH8738  ELLP ORDER  -  FOURTH    CLASS II
 AH8738
 AH8738.The horizontal coordinates were established by GPS observations
 AH8738.and adjusted by the National Geodetic Survey in April 1999..
 AH8738
 AH8738.The orthometric height was determined by GPS observations and a
 AH8738.high-resolution geoid model.
 AH8738
 AH8738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8738
 AH8738.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8738
 AH8738.The ellipsoidal height was determined by GPS observations
 AH8738.and is referenced to NAD 83.
 AH8738
 AH8738.The geoid height was determined by GEOID03.
 AH8738
 AH8738;                    North         East     Units Scale Factor Converg.
 AH8738;SPC CO S     -   415,712.552   976,398.550   MT  0.99994979   +0 25 51.7
 AH8738;SPC CO S     - 1,363,883.60  3,203,400.91   sFT  0.99994979   +0 25 51.7
 AH8738;UTM  13      - 4,168,546.638   517,877.383   MT  0.99960394   +0 07 25.9
 AH8738
 AH8738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8738!SPC CO S     -   0.99970906  x   0.99994979  =   0.99965886
 AH8738!UTM  13      -   0.99970906  x   0.99960394  =   0.99931311
 AH8738
 AH8738                          SUPERSEDED SURVEY CONTROL
 AH8738
 AH8738  ELLIP H (04/26/99) 1854.60   (m)                       GP(       ) 4 2
 AH8738
 AH8738.Superseded values are not recommended for survey control.
 AH8738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8738.See file dsdata.txt to determine how the superseded data were derived.
 AH8738
 AH8738_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB1787768547(NAD 83)
 AH8738_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AH8738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8738_STAMPING: I25 MP52.76 STA 1541+00 EL 6145.59
 AH8738_MARK LOGO: CODH  
 AH8738_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AH8738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8738+STABILITY: SURFACE MOTION
 AH8738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8738+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH8738
 AH8738  HISTORY     - Date     Condition        Report By
 AH8738  HISTORY     - 1998     MONUMENTED       NGS
 AH8738
 AH8738                          STATION DESCRIPTION
 AH8738
 AH8738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 AH8738'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) NORTH OF WALSENBURG, 2 MI
 AH8738'(3.2 KM) NORTHWEST OF THE INTERSTATE 25 ROADCUT JUST EAST OF
 AH8738'WALSENBURG AND 0.4 MI (0.6 KM) NORTHWEST OF ST.  MARYS CEMETERY, IN
 AH8738'THE SOUTHEAST 1/4 OF SECTION 29, T 27 S, R 66 W, AT INTERSTATE 25
 AH8738'MILEPOST 52.76.  OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION
 AH8738'RIGHT-OF-WAY TO REACH THE STATION FROM THE OVERPASS OF INTERSTATE 25,
 AH8738'EXIT 52, THE NORTHERN MOST INTERCHANGE FOR WALSENBURG, GO NORTH ON THE
 AH8738'OVERPASS FOR 0.1 MI (0.2 KM) TO A SIDE ROAD RIGHT.  TURN RIGHT, EAST,
 AH8738'AND GO FOR ABOUT 100 M (328.1 FT) TO A T-INTERSECTION WHERE THE
 AH8738'NORTHBOUND EXIT LANES END TO THE RIGHT.  TURN LEFT, NORTH, FOR 0.1
 AH8738'MI,PASSING ST.  MARYS CEMETERY TO A SIDE ROAD LEFT, THE EASTERN ACCESS
 AH8738'ROAD OF THE INTERSTATE.  TURN LEFT, NORTHWESTERLY, FOR 0.38 MI (0.61
 AH8738'KM) TO THE STATION ON THE RIGHT AT THE TOP OF A ROADCUT THE MARK IS A
 AH8738'STANDARD COLORADO DEPT.  OF TRANSPORTATION RIGHT-OF-WAY BRASS DISK SET
 AH8738'INTO THE TOP OF A 15 CM ROUND CONCRETE POST, PROJECTING 12 CM ABOVE
 AH8738'THE GROUND ON TOP OF A SMALL HILL.  IT IS 28.8 M (94.5 FT)
 AH8738'SOUTH-SOUTHEAST FROM A POWER LINE CROSSING THE INTERSTATE, 24.2 M
 AH8738'(79.4 FT) EAST-NORTHEAST FROM THE CENTER OF THE EASTERN ACCESS ROAD,
 AH8738'16.9 M (55.4 FT) SOUTH-SOUTHEAST FROM A FENCE INTERSECTION, 0.7 M (2.3
 AH8738'FT) NORTH FROM A GREEN BRACE POST, 0.55 M (1.80 FT) NORTH-NORTHEAST
 AH8738'FROM A WITNESS POST, 0.3 M (1.0 FT) EAST-NORTHEAST FROM A RIGHT-OF-WAY
 AH8738'FENCE AND ABOUT 10 M (32.8 FT) ABOVE THE INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0465 ***********************************************************************
 JK0465  DESIGNATION -  I3
 JK0465  PID         -  JK0465
 JK0465  STATE/COUNTY-  CO/FREMONT
 JK0465  USGS QUAD   -  GRIBBLE MOUNTAIN (1983)
 JK0465
 JK0465                         *CURRENT SURVEY CONTROL
 JK0465  ___________________________________________________________________
 JK0465* NAD 83(1986)-  38 33 07.     (N)    105 25 31.     (W)     SCALED    
 JK0465* NAVD 88     -      1960.658  (meters)    6432.59   (feet)  ADJUSTED  
 JK0465  ___________________________________________________________________
 JK0465  GEOID HEIGHT-         -15.22  (meters)                     GEOID03
 JK0465  DYNAMIC HT  -        1958.387 (meters)    6425.14  (feet)  COMP
 JK0465  MODELED GRAV-     979,400.7   (mgal)                       NAVD 88
 JK0465
 JK0465  VERT ORDER  -  SECOND    CLASS 0
 JK0465
 JK0465.The horizontal coordinates were scaled from a topographic map and have
 JK0465.an estimated accuracy of +/- 6 seconds.
 JK0465
 JK0465.The orthometric height was determined by differential leveling
 JK0465.and adjusted by the National Geodetic Survey in June 1991..
 JK0465
 JK0465.The geoid height was determined by GEOID03.
 JK0465
 JK0465.The dynamic height is computed by dividing the NAVD 88
 JK0465.geopotential number by the normal gravity value computed on the
 JK0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0465.degrees latitude (g = 980.6199 gals.).
 JK0465
 JK0465.The modeled gravity was interpolated from observed gravity values.
 JK0465
 JK0465;                    North         East    Units  Estimated Accuracy
 JK0465;SPC CO C     -   384,580.      920,920.      MT  (+/- 180 meters Scaled)
 JK0465
 JK0465                          SUPERSEDED SURVEY CONTROL
 JK0465
 JK0465  NGVD 29 (??/??/92) 1959.429  (m)         6428.56   (f) ADJ UNCH    2 0
 JK0465
 JK0465.Superseded values are not recommended for survey control.
 JK0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0465.See file dsdata.txt to determine how the superseded data were derived.
 JK0465
 JK0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC629671(NAD 83)
 JK0465_MARKER: DB = BENCH MARK DISK
 JK0465_SETTING: 80 = SET IN A BOULDER
 JK0465_SP_SET: BOULDER
 JK0465_STAMPING: I - 3 1940
 JK0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0465+STABILITY: SURFACE MOTION
 JK0465
 JK0465  HISTORY     - Date     Condition        Report By
 JK0465  HISTORY     - 1940     MONUMENTED       USGS
 JK0465  HISTORY     - 1951     GOOD             NGS
 JK0465
 JK0465                          STATION DESCRIPTION
 JK0465
 JK0465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JK0465'8.8 MI NW FROM PARKDALE.
 JK0465'1.3 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0465'RAILROAD FROM THE STATION AT PARKDALE, THENCE 1.6 MILES NORTHEAST
 JK0465'ALONG U.S. HIGHWAY 50, THENCE 5.95 MILES NORTHWEST ALONG STATE
 JK0465'HIGHWAY 9, 45 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 35
 JK0465'FEET WEST OF THE NORTHWEST END OF A GRAVEL PIT, AT THE SOUTHEAST
 JK0465'END OF A ROCK RIDGE, 8 FEET ABOVE THE LEVEL OF THE HIGHWAY, 5
 JK0465'FEET ABOVE THE GROUND, SET IN THE TOP OF THE CENTER OF A 4X5 FOOT
 JK0465'GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0574 ***********************************************************************
 JK0574  DESIGNATION -  I6
 JK0574  PID         -  JK0574
 JK0574  STATE/COUNTY-  CO/FREMONT
 JK0574  USGS QUAD   -  ECHO (1980)
 JK0574
 JK0574                         *CURRENT SURVEY CONTROL
 JK0574  ___________________________________________________________________
 JK0574* NAD 83(1986)-  38 24 31.     (N)    105 36 53.     (W)     SCALED    
 JK0574* NAVD 88     -      1893.952  (meters)    6213.74   (feet)  ADJUSTED  
 JK0574  ___________________________________________________________________
 JK0574  GEOID HEIGHT-         -15.10  (meters)                     GEOID03
 JK0574  DYNAMIC HT  -        1891.752 (meters)    6206.52  (feet)  COMP
 JK0574  MODELED GRAV-     979,400.6   (mgal)                       NAVD 88
 JK0574
 JK0574  VERT ORDER  -  FIRST     CLASS II
 JK0574
 JK0574.The horizontal coordinates were scaled from a topographic map and have
 JK0574.an estimated accuracy of +/- 6 seconds.
 JK0574
 JK0574.The orthometric height was determined by differential leveling
 JK0574.and adjusted by the National Geodetic Survey in June 1991..
 JK0574
 JK0574.The geoid height was determined by GEOID03.
 JK0574
 JK0574.The dynamic height is computed by dividing the NAVD 88
 JK0574.geopotential number by the normal gravity value computed on the
 JK0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0574.degrees latitude (g = 980.6199 gals.).
 JK0574
 JK0574.The modeled gravity was interpolated from observed gravity values.
 JK0574
 JK0574;                    North         East    Units  Estimated Accuracy
 JK0574;SPC CO C     -   368,670.      904,380.      MT  (+/- 180 meters Scaled)
 JK0574
 JK0574                          SUPERSEDED SURVEY CONTROL
 JK0574
 JK0574  NGVD 29 (??/??/92) 1892.706  (m)         6209.65   (f) ADJ UNCH    1 2
 JK0574
 JK0574.Superseded values are not recommended for survey control.
 JK0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0574.See file dsdata.txt to determine how the superseded data were derived.
 JK0574
 JK0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC463513(NAD 83)
 JK0574_MARKER: DB = BENCH MARK DISK
 JK0574_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JK0574_SP_SET: ABUTMENT
 JK0574_STAMPING: I 6 1925 6209.673
 JK0574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0574
 JK0574  HISTORY     - Date     Condition        Report By
 JK0574  HISTORY     - 1925     MONUMENTED       CGS
 JK0574  HISTORY     - 1953     GOOD             NGS
 JK0574  HISTORY     - 1979     GOOD             USGS
 JK0574
 JK0574                          STATION DESCRIPTION
 JK0574
 JK0574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0574'2 MI SW FROM TEXAS CREEK.
 JK0574'2.0 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0574'RAILROAD FROM THE STATION AT TEXAS CREEK, 7 1/2 RAILS SOUTH OF
 JK0574'MILEPOST 186, 5.5 FEET WEST OF THE WEST RAIL, 4 FEET BELOW THE TOP
 JK0574'OF THE RAILS, SET IN THE TOP OF THE WEST END OF THE CONCRETE BASE
 JK0574'OF THE NORTH ABUTMENT OF BRIDGE 186.05, 2.4 FEET BELOW THE TOP OF
 JK0574'THE ABUTMENT.
 JK0574
 JK0574                          STATION RECOVERY (1979)
 JK0574
 JK0574'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JK0574'2.0 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0574'FROM TEXAS CREEK, 7 1/2 RAILS SOUTH OF MILEPOST 186, 5.5 FEET WEST OF
 JK0574'THE WEST RAIL, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF
 JK0574'THE WEST END OF THE CONCRETE BASE OF THE NORTH ABUTMENT OF BRIDGE
 JK0574'166.05, 3.4 FEET BELOW THE TOP OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5508 ***********************************************************************
 DF5508  DESIGNATION -  I70 3 33 C47
 DF5508  PID         -  DF5508
 DF5508  STATE/COUNTY-  CO/SUMMIT
 DF5508  USGS QUAD   -  LOVELAND PASS (1987)
 DF5508
 DF5508                         *CURRENT SURVEY CONTROL
 DF5508  ___________________________________________________________________
 DF5508* NAD 83(1992)-  39 40 29.25851(N)    105 57 18.49577(W)     ADJUSTED  
 DF5508* NAVD 88     -      3237.270  (meters)   10620.94   (feet)  ADJUSTED  
 DF5508  ___________________________________________________________________
 DF5508  X           -  -1,351,970.698 (meters)                     COMP
 DF5508  Y           -  -4,728,853.462 (meters)                     COMP
 DF5508  Z           -   4,052,318.198 (meters)                     COMP
 DF5508  LAPLACE CORR-           5.06  (seconds)                    DEFLEC99
 DF5508  ELLIP HEIGHT-        3224.73  (meters)          (10/27/04) GPS OBS
 DF5508  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 DF5508  DYNAMIC HT  -        3232.876 (meters)   10606.53  (feet)  COMP
 DF5508  MODELED GRAV-     979,151.5   (mgal)                       NAVD 88
 DF5508
 DF5508  HORZ ORDER  -  FIRST
 DF5508  VERT ORDER  -  FIRST     CLASS II
 DF5508  ELLP ORDER  -  FOURTH    CLASS II
 DF5508
 DF5508.The horizontal coordinates were established by GPS observations
 DF5508.and adjusted by the MOUNTAIN SURVEYING in October 2004..
 DF5508
 DF5508.The orthometric height was determined by differential leveling
 DF5508.and adjusted by the National Geodetic Survey in November 2003..
 DF5508.No vertical observational check was made to the station.
 DF5508
 DF5508.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5508
 DF5508.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5508
 DF5508.The ellipsoidal height was determined by GPS observations
 DF5508.and is referenced to NAD 83.
 DF5508
 DF5508.The geoid height was determined by GEOID03.
 DF5508
 DF5508.The dynamic height is computed by dividing the NAVD 88
 DF5508.geopotential number by the normal gravity value computed on the
 DF5508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5508.degrees latitude (g = 980.6199 gals.).
 DF5508
 DF5508.The modeled gravity was interpolated from observed gravity values.
 DF5508
 DF5508;                    North         East     Units Scale Factor Converg.
 DF5508;SPC CO C     -   509,319.823   875,352.828   MT  0.99998599   -0 17 13.4
 DF5508;SPC CO C     - 1,670,993.45  2,871,886.74   sFT  0.99998599   -0 17 13.4
 DF5508;UTM  13      - 4,392,099.485   418,083.572   MT  0.99968261   -0 36 35.4
 DF5508
 DF5508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5508!SPC CO C     -   0.99949435  x   0.99998599  =   0.99948034
 DF5508!UTM  13      -   0.99949435  x   0.99968261  =   0.99917712
 DF5508
 DF5508                          SUPERSEDED SURVEY CONTROL
 DF5508
 DF5508  NAVD 88 (10/27/04) 3237.27   (m)        10620.9    (f) LEVELING    3  
 DF5508
 DF5508.Superseded values are not recommended for survey control.
 DF5508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5508.See file dsdata.txt to determine how the superseded data were derived.
 DF5508
 DF5508_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD1808492099(NAD 83)
 DF5508_MARKER: DD = SURVEY DISK
 DF5508_SETTING: 80 = SET IN A BOULDER
 DF5508_STAMPING: I70 3 33 C47 GPS F6 10614.847
 DF5508_MARK LOGO: CODH  
 DF5508_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5508+STABILITY: SURFACE MOTION
 DF5508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5508+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 DF5508
 DF5508  HISTORY     - Date     Condition        Report By
 DF5508  HISTORY     - 20010905 MONUMENTED       CODH
 DF5508  HISTORY     - 20040130 GOOD             MSAM
 DF5508
 DF5508                          STATION DESCRIPTION
 DF5508
 DF5508'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 2001 (RSC)
 DF5508'THE STATION IS LOCATED ABOUT6.9 MI EAST-NORTHEAST OF SILVERTHORNE, 4.2
 DF5508'MI
 DF5508'WEST-NORTHWEST OF LOVELAND PASS AND 1.2 MI WEST-SOUTHWEST OF THE
 DF5508'WESTEND OF THE
 DF5508'EISENHOWER MEMORIAL TUNNEL. OWNERSHIP--U.S. FOREST SERVICE.
 DF5508' 
 DF5508'TO REACH THE STATION FROM THE EASTBOUND INTERSTATE 70 PARKING AREA AT
 DF5508'THE WESTEND OF
 DF5508'THE EISENHOWER MEMORIAL TUNNEL, FIND A DIRT TRACK ROAD LEAVING THE
 DF5508'PARKING LOT AND
 DF5508'HEADING DOWNHILL GOING SOUTH, THAN SOUTHWEST, FOR 1.25 MI TO THE
 DF5508'STATION ON THE RIGHT,
 DF5508'ON THE SOUTHWEST SIDE OF A SMALL HILL ON THE WEST SIDE OF A LARGE
 DF5508'ALPINE MEADOW.
 DF5508' 
 DF5508'THE MARK IS A 2-INCH ROUND FLAT DISK SET INTO A DRILL HOLE IN THE TOP
 DF5508'OF A PARTIALLY
 DF5508'EXPOSED METAMORPHIC BOULDER 0.6 M BY 0.6 M BY 0.4 M HIGH. IT IS 59.5 M
 DF5508'WEST FROM A YELLOW
 DF5508'PLASTIC GAS PIPELINE WARNING POST, 54.1 M WEST FROM BENCH MARK U 450,
 DF5508'15.9 M NORTH FROM
 DF5508'THE CENTER OF AN EAST-WEST TRACK ROAD, 0.6 M NORTHEAST FROM A WITNESS
 DF5508'POST, ABOUT 60 M
 DF5508'NORTH FROM A POWER POLE AND ABOUT 3 M ABOVE THE TRACK ROAD.
 DF5508' 
 DF5508' 
 DF5508'
 DF5508
 DF5508                          STATION RECOVERY (2004)
 DF5508
 DF5508'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (KCH)
 DF5508'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2004 (BAJ)
 DF5508'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6480 ***********************************************************************
 AE6480  DESIGNATION -  I76 MP36.16
 AE6480  PID         -  AE6480
 AE6480  STATE/COUNTY-  CO/WELD
 AE6480  USGS QUAD   -  KEENESBURG (1975)
 AE6480
 AE6480                         *CURRENT SURVEY CONTROL
 AE6480  ___________________________________________________________________
 AE6480* NAD 83(1992)-  40 06 39.20875(N)    104 34 22.68939(W)     ADJUSTED  
 AE6480* NAVD 88     -      1520.2    (meters)    4988.     (feet)  GPS OBS   
 AE6480  ___________________________________________________________________
 AE6480  X           -  -1,229,363.074 (meters)                     COMP
 AE6480  Y           -  -4,728,742.084 (meters)                     COMP
 AE6480  Z           -   4,088,377.618 (meters)                     COMP
 AE6480  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 AE6480  ELLIP HEIGHT-        1501.68  (meters)          (12/03/02) GPS OBS
 AE6480  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 AE6480
 AE6480  HORZ ORDER  -  FIRST
 AE6480  ELLP ORDER  -  FOURTH    CLASS II
 AE6480
 AE6480.The horizontal coordinates were established by GPS observations
 AE6480.and adjusted by the National Geodetic Survey in February 1998..
 AE6480
 AE6480.The orthometric height was determined by GPS observations and a
 AE6480.high-resolution geoid model.
 AE6480
 AE6480.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE6480
 AE6480.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE6480
 AE6480.The ellipsoidal height was determined by GPS observations
 AE6480.and is referenced to NAD 83.
 AE6480
 AE6480.The geoid height was determined by GEOID03.
 AE6480
 AE6480;                    North         East     Units Scale Factor Converg.
 AE6480;SPC CO N     -   391,546.012   993,431.739   MT  0.99995981   +0 35 56.3
 AE6480;SPC CO N     - 1,284,597.21  3,259,283.96   sFT  0.99995981   +0 35 56.3
 AE6480;UTM  13      - 4,440,152.564   536,392.240   MT  0.99961630   +0 16 30.5
 AE6480
 AE6480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE6480!SPC CO N     -   0.99976448  x   0.99995981  =   0.99972430
 AE6480!UTM  13      -   0.99976448  x   0.99961630  =   0.99938087
 AE6480
 AE6480                          SUPERSEDED SURVEY CONTROL
 AE6480
 AE6480  ELLIP H (02/12/98) 1501.71   (m)                       GP(       ) 3 2
 AE6480
 AE6480.Superseded values are not recommended for survey control.
 AE6480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6480.See file dsdata.txt to determine how the superseded data were derived.
 AE6480
 AE6480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE3639240153(NAD 83)
 AE6480_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AE6480_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE6480_STAMPING: I76 MP36.16
 AE6480_MARK LOGO: CODOT 
 AE6480_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6480+STABILITY: SURFACE MOTION
 AE6480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6480+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE6480
 AE6480  HISTORY     - Date     Condition        Report By
 AE6480  HISTORY     - 1996     MONUMENTED       CODOT
 AE6480
 AE6480                          STATION DESCRIPTION
 AE6480
 AE6480'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (JS)
 AE6480'THE STATION IS LOCATED NEAR THE TOWN OF KEENESBURG, IN THE NORTHEAST
 AE6480'1/4 OF SECTION 29, T 2 N, R 64 W, AT INTERSTATE HIGHWAY 76 MILEPOST
 AE6480'36.16.  OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION RIGHT-OF-WAY TO
 AE6480'REACH THE STATION FROM THE OVERPASS AT KEENESBURG (EXIT 39) AND
 AE6480'INTERSTATE 76, GO WEST ON INTERSTATE 76 FOR 2.8 MI (4.5 KM) TO THE
 AE6480'STATION ON THE RIGHT IN THE NORTHERN RIGHT-OF-WAY THE MARK IS A
 AE6480'STANDARD CODOT DISK DRIVEN ON THE TOP OF AN ALUMINUM ROD DRIVEN FLUSH,
 AE6480'1.8 M (5.9 FT) INTO THE GROUND.  IT IS 40.6 M (133.2 FT)
 AE6480'NORTH-NORTHWEST FROM THE WESTBOUND CENTER LINE OF INTERSTATE 76, 20.3
 AE6480'M (66.6 FT) EAST-NORTHEAST FROM THE EXTENDED CENTER OF AN ASPHALT
 AE6480'MEDIAN CROSSOVER, 1.3 M (4.3 FT) SOUTH-SOUTHEAST FROM A NORTHERN
 AE6480'RIGHT-OF-WAY FENCE, 0.9 M (3.0 FT) SOUTH-SOUTHEAST FROM A WITNESS POST
 AE6480'AND ABOUT 2 M (6.6 FT) BELOW THE INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6481 ***********************************************************************
 AE6481  DESIGNATION -  I76 MP41.62
 AE6481  PID         -  AE6481
 AE6481  STATE/COUNTY-  CO/WELD
 AE6481  USGS QUAD   -  TAMPA (1978)
 AE6481
 AE6481                         *CURRENT SURVEY CONTROL
 AE6481  ___________________________________________________________________
 AE6481* NAD 83(1992)-  40 08 15.50455(N)    104 28 54.62859(W)     ADJUSTED  
 AE6481* NAVD 88     -      1495.5    (meters)    4906.     (feet)  GPS OBS   
 AE6481  ___________________________________________________________________
 AE6481  X           -  -1,221,357.004 (meters)                     COMP
 AE6481  Y           -  -4,728,819.258 (meters)                     COMP
 AE6481  Z           -   4,090,633.200 (meters)                     COMP
 AE6481  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 AE6481  ELLIP HEIGHT-        1476.79  (meters)          (12/03/02) GPS OBS
 AE6481  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 AE6481
 AE6481  HORZ ORDER  -  FIRST
 AE6481  ELLP ORDER  -  FOURTH    CLASS II
 AE6481
 AE6481.The horizontal coordinates were established by GPS observations
 AE6481.and adjusted by the National Geodetic Survey in February 1998..
 AE6481
 AE6481.The orthometric height was determined by GPS observations and a
 AE6481.high-resolution geoid model.
 AE6481
 AE6481.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE6481
 AE6481.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE6481
 AE6481.The ellipsoidal height was determined by GPS observations
 AE6481.and is referenced to NAD 83.
 AE6481
 AE6481.The geoid height was determined by GEOID03.
 AE6481
 AE6481;                    North         East     Units Scale Factor Converg.
 AE6481;SPC CO N     -   394,601.014 1,001,166.027   MT  0.99995878   +0 39 28.3
 AE6481;SPC CO N     - 1,294,620.16  3,284,658.87   sFT  0.99995878   +0 39 28.3
 AE6481;UTM  13      - 4,443,162.778   544,141.043   MT  0.99962399   +0 20 02.5
 AE6481
 AE6481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE6481!SPC CO N     -   0.99976838  x   0.99995878  =   0.99972717
 AE6481!UTM  13      -   0.99976838  x   0.99962399  =   0.99939246
 AE6481
 AE6481                          SUPERSEDED SURVEY CONTROL
 AE6481
 AE6481  ELLIP H (02/12/98) 1476.83   (m)                       GP(       ) 3 2
 AE6481
 AE6481.Superseded values are not recommended for survey control.
 AE6481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6481.See file dsdata.txt to determine how the superseded data were derived.
 AE6481
 AE6481_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE4414143163(NAD 83)
 AE6481_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AE6481_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE6481_STAMPING: I76 MP41.62
 AE6481_MARK LOGO: CODOT 
 AE6481_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6481+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE6481
 AE6481  HISTORY     - Date     Condition        Report By
 AE6481  HISTORY     - 1996     MONUMENTED       CODOT
 AE6481
 AE6481                          STATION DESCRIPTION
 AE6481
 AE6481'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (JS)
 AE6481'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) WEST-SOUTHWEST OF ROGGEN,
 AE6481'2.7 MI (4.3 KM) NORTHEAST OF KEENESBURG AND 1.7 MI (2.7 KM) SOUTHWEST
 AE6481'OF TAMPA, IN THE SOUTHWEST 1/4 OF SECTION 18, T 2 N, R 63 W, AT
 AE6481'INTERSTATE 76 MILEPOST 41.62.  OWNERSHIP--COLORADO DEPT.  OF
 AE6481'TRANSPORTATION RIGHT-OF-WAY TO REACH THE STATION FROM THE INTERSECTION
 AE6481'OF THE OVERPASS AT ROGGEN (EXIT 48) AND INTERSTATE 76 WESTBOUND LANES,
 AE6481'GO WEST-SOUTHWEST ON THE WESTBOUND LANES FOR 6.0 MI (9.7 KM) TO THE
 AE6481'STATION ON THE RIGHT IN THE RIGHT-OF-WAY THE STATION IS A STANDARD
 AE6481'CODOT DISK DRIVEN ON THE TOP OF A 5.5 M (18.0 FT) ALUMINUM ROD DRIVEN
 AE6481'TO REFUSAL, FLUSH WITH THE GROUND.  IT IS 25.2 M (82.7 FT) NORTHWEST
 AE6481'OF THE CENTER LINE OF WESTBOUND INTERSTATE 76, 1.5 M (4.9 FT)
 AE6481'SOUTHEAST OF THE NORTHERN RIGHT-OF-WAY FENCE, 0.6 M (2.0 FT) SOUTHEAST
 AE6481'OF A WITNESS POST, ABOUT LEVEL WITH INTERSTATE 76 AND OPPOSITE A
 AE6481'MEDIAN CROSSOVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6482 ***********************************************************************
 AE6482  DESIGNATION -  I76 MP52.9
 AE6482  PID         -  AE6482
 AE6482  STATE/COUNTY-  CO/WELD
 AE6482  USGS QUAD   -  ROGGEN (1978)
 AE6482
 AE6482                         *CURRENT SURVEY CONTROL
 AE6482  ___________________________________________________________________
 AE6482* NAD 83(1992)-  40 11 19.88430(N)    104 17 26.79888(W)     ADJUSTED  
 AE6482* NAVD 88     -      1440.7    (meters)    4727.     (feet)  GPS OBS   
 AE6482  ___________________________________________________________________
 AE6482  X           -  -1,204,665.086 (meters)                     COMP
 AE6482  Y           -  -4,729,269.787 (meters)                     COMP
 AE6482  Z           -   4,094,944.703 (meters)                     COMP
 AE6482  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 AE6482  ELLIP HEIGHT-        1421.70  (meters)          (12/03/02) GPS OBS
 AE6482  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 AE6482
 AE6482  HORZ ORDER  -  FIRST
 AE6482  ELLP ORDER  -  FOURTH    CLASS II
 AE6482
 AE6482.The horizontal coordinates were established by GPS observations
 AE6482.and adjusted by the National Geodetic Survey in February 1998..
 AE6482
 AE6482.The orthometric height was determined by GPS observations and a
 AE6482.high-resolution geoid model.
 AE6482
 AE6482.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE6482
 AE6482.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE6482
 AE6482.The ellipsoidal height was determined by GPS observations
 AE6482.and is referenced to NAD 83.
 AE6482
 AE6482.The geoid height was determined by GEOID03.
 AE6482
 AE6482;                    North         East     Units Scale Factor Converg.
 AE6482;SPC CO N     -   400,491.710 1,017,369.393   MT  0.99995743   +0 46 52.7
 AE6482;SPC CO N     - 1,313,946.55  3,337,819.42   sFT  0.99995743   +0 46 52.7
 AE6482;UTM  13      - 4,448,959.941   560,372.173   MT  0.99964487   +0 27 27.7
 AE6482
 AE6482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE6482!SPC CO N     -   0.99977702  x   0.99995743  =   0.99973446
 AE6482!UTM  13      -   0.99977702  x   0.99964487  =   0.99942197
 AE6482
 AE6482                          SUPERSEDED SURVEY CONTROL
 AE6482
 AE6482  ELLIP H (02/12/98) 1421.73   (m)                       GP(       ) 3 2
 AE6482
 AE6482.Superseded values are not recommended for survey control.
 AE6482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6482.See file dsdata.txt to determine how the superseded data were derived.
 AE6482
 AE6482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE6037248960(NAD 83)
 AE6482_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AE6482_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AE6482_STAMPING: I76 MP52.9
 AE6482_MARK LOGO: CODOT 
 AE6482_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6482+STABILITY: SURFACE MOTION
 AE6482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6482+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE6482
 AE6482  HISTORY     - Date     Condition        Report By
 AE6482  HISTORY     - 1996     MONUMENTED       CODOT
 AE6482
 AE6482                          STATION DESCRIPTION
 AE6482
 AE6482'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (JS)
 AE6482'THE STATION IS LOCATED ABOUT 11.2 MI (18.0 KM) SOUTHWEST OF WIGGENS,
 AE6482'4.5 EAST-NORTHEAST OF ROGGEN AND 3.5 MI (5.6 KM) EAST OF THE PAINTER
 AE6482'RANCH, IN THE SOUTHEAST 1/4 OF SECTION 26, T 3 N, R 62 W, AT
 AE6482'INTERSTATE 76 MILEPOST 52.8.  OWNERSHIP--COLORADO DEPT.  OF
 AE6482'TRANSPORTATION RIGHT-OF-WAY TO REACH THE STATION FROM THE OVERPASS AT
 AE6482'ROGGEN (EXIT 48) AND INTERSTATE 76, GO EAST-NORTHEASTERLY ON
 AE6482'INTERSTATE 76 FOR 6.0 MI (9.7 KM) TO THE STATION ON THE RIGHT IN THE
 AE6482'RIGHT-OF-WAY THE STATION IS A STANDARD CODOT ALUMINUM DISK DRIVEN ON
 AE6482'TO 1.8 M (5.9 FT) ALUMINUM ROD.  IT IS 34.7 M (113.8 FT) SOUTHEAST
 AE6482'FROM THE EDGE OF THE CONCRETE PAVEMENT OF INTERSTATE 76, 29.0 M (95.1
 AE6482'FT) EAST FROM THE EXTENDED CENTER OF AN ASPHALT MEDIAN CROSSING FOR
 AE6482'THE INTERSTATE, 0.8 M (2.6 FT) NORTHWEST FROM THE SOUTHERN
 AE6482'RIGHT-OF-WAY FENCE, 0.6 M (2.0 FT) SOUTH-SOUTHEAST FROM A WITNESS POST
 AE6482'AND ABOUT 2 M (6.6 FT) ABOVE THE INTERSTATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4266 ***********************************************************************
 AE4266  DESIGNATION -  I9 7711
 AE4266  PID         -  AE4266
 AE4266  STATE/COUNTY-  CO/TELLER
 AE4266  USGS QUAD   -  HIGH PARK (1983)
 AE4266
 AE4266                         *CURRENT SURVEY CONTROL
 AE4266  ___________________________________________________________________
 AE4266* NAD 83(1992)-  38 43 21.42469(N)    105 17 13.76614(W)     ADJUSTED  
 AE4266* NAVD 88     -      2351.4    (meters)    7715.     (feet)  GPS OBS   
 AE4266  ___________________________________________________________________
 AE4266  X           -  -1,314,189.896 (meters)                     COMP
 AE4266  Y           -  -4,808,103.266 (meters)                     COMP
 AE4266  Z           -   3,969,801.354 (meters)                     COMP
 AE4266  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 AE4266  ELLIP HEIGHT-        2336.78  (meters)          (12/03/02) GPS OBS
 AE4266  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 AE4266
 AE4266  HORZ ORDER  -  FIRST
 AE4266  ELLP ORDER  -  FOURTH    CLASS II
 AE4266
 AE4266.The horizontal coordinates were established by GPS observations
 AE4266.and adjusted by the National Geodetic Survey in October 1997..
 AE4266
 AE4266.The orthometric height was determined by GPS observations and a
 AE4266.high-resolution geoid model.
 AE4266
 AE4266.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4266
 AE4266.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4266
 AE4266.The ellipsoidal height was determined by GPS observations
 AE4266.and is referenced to NAD 83.
 AE4266
 AE4266.The geoid height was determined by GEOID03.
 AE4266
 AE4266;                    North         East     Units Scale Factor Converg.
 AE4266;SPC CO C     -   403,539.194   932,910.600   MT  0.99995759   +0 08 03.3
 AE4266;SPC CO C     - 1,323,944.84  3,060,724.19   sFT  0.99995759   +0 08 03.3
 AE4266;UTM  13      - 4,286,035.065   475,037.733   MT  0.99960767   -0 10 46.7
 AE4266
 AE4266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4266!SPC CO C     -   0.99963349  x   0.99995759  =   0.99959110
 AE4266!UTM  13      -   0.99963349  x   0.99960767  =   0.99924130
 AE4266
 AE4266                          SUPERSEDED SURVEY CONTROL
 AE4266
 AE4266  ELLIP H (10/31/97) 2336.79   (m)                       GP(       ) 4 1
 AE4266
 AE4266.Superseded values are not recommended for survey control.
 AE4266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4266.See file dsdata.txt to determine how the superseded data were derived.
 AE4266
 AE4266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC7503886035(NAD 83)
 AE4266_MARKER: DB = BENCH MARK DISK
 AE4266_SETTING: 80 = SET IN A BOULDER
 AE4266_STAMPING: I-9 77
 AE4266_MARK LOGO: USGS  
 AE4266_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE4266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4266+STABILITY: SURFACE MOTION
 AE4266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4266+SATELLITE: SATELLITE OBSERVATIONS - 1940
 AE4266
 AE4266  HISTORY     - Date     Condition        Report By
 AE4266  HISTORY     - 1940     MONUMENTED       USGS
 AE4266
 AE4266                          STATION DESCRIPTION
 AE4266
 AE4266'DESCRIBED BY US GEOLOGICAL SURVEY 1940
 AE4266'THE STATION IS LOCATED ABOUT 16 MI (25.7 KM) SOUTH OF FLORISSANT, 8 MI
 AE4266'(12.9 KM) WEST-NORTHWEST OF VICTOR AND 6 MI (9.7 KM) WEST-SOUTHWEST OF
 AE4266'CRIPPLE CREEK, IN THE NORTHWEST 1/4 OF SECTION 25, T 15 S, R 71 W.
 AE4266'OWNERSHIP--TELLER COUNTY ROAD RIGHT-OF-WAY  TO REACH THE STATION FROM
 AE4266'THE INTERSECTION OF TELLER COUNTY ROAD 1 AND TELLER COUNTY ROAD 11,
 AE4266'ABOUT 7 AIRLINE MILES NORTHWEST OF CRIPPLE CREEK, GO SOUTHWESTERLY ON
 AE4266'TELLER COUNTY ROAD 11 FOR 4.1 MI (6.6 KM) TO THE T-INTERSECTION OF
 AE4266'TELLER COUNTY ROAD 112 GOING WEST AND TELLER COUNTY ROAD 11 CONTINUING
 AE4266'EAST THAN SOUTHERLY.  TURN LEFT, EAST, THAN SOUTHERLY ON TELLER COUNTY
 AE4266'ROAD 11 FOR 4.2 MI (6.8 KM) TO THE STATION ON THE RIGHT  THE MARK IS A
 AE4266'STANDARD USGS DISK SET IN A DRILL HOLE, TOP CENTER OF A 0.5 M (1.6 FT)
 AE4266'BY 1.5 M (4.9 FT) ROCK PROJECTING 20 CM ABOVE THE GROUND.  THE DISK IS
 AE4266'SCRAPPED ON ONE SIDE DESTROYING PART OF THE ELEVATION AND YEAR THE
 AE4266'DISK WAS SET.  IT IS 21.O M SOUTH-SOUTHWEST FROM THE CENTER OF A GATE
 AE4266'TO A FIELD, 6.6 M (21.7 FT) NORTHWEST FROM THE CENTER OF COUNTY ROAD
 AE4266'11, 3.7 M (12.1 FT) SOUTHEAST FROM A WITNESS POST AND RIGHT-OF-WAY
 AE4266'FENCE, 1.1 M (3.6 FT) SOUTHWEST FROM A WITNESS POST AND ABOUT 0.6 M
 AE4266'(2.0 FT) ABOVE THE ROAD AT THE EDGE OF A DRAINAGE DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0418 ***********************************************************************
 JM0418  DESIGNATION -  ICBM 1
 JM0418  PID         -  JM0418
 JM0418  STATE/COUNTY-  CO/MONTROSE
 JM0418  USGS QUAD   -  ANDERSON MESA (1994)
 JM0418
 JM0418                         *CURRENT SURVEY CONTROL
 JM0418  ___________________________________________________________________
 JM0418* NAD 83(1992)-  38 14 48.10541(N)    108 54 55.27119(W)     ADJUSTED  
 JM0418* NAVD 88     -      1992.3    (meters)    6536.     (feet)  VERTCON   
 JM0418  ___________________________________________________________________
 JM0418  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 JM0418  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 JM0418
 JM0418  HORZ ORDER  -  THIRD
 JM0418
 JM0418.The horizontal coordinates were established by classical geodetic methods
 JM0418.and adjusted by the National Geodetic Survey in November 1997..
 JM0418
 JM0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0418
 JM0418.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0418
 JM0418.The geoid height was determined by GEOID03.
 JM0418
 JM0418;                    North         East     Units Scale Factor Converg.
 JM0418;SPC CO S     -   485,626.699   615,505.854   MT  0.99997126   -2 05 41.6
 JM0418;SPC CO S     - 1,593,260.26  2,019,372.12   sFT  0.99997126   -2 05 41.6
 JM0418;UTM  12      - 4,235,241.909   682,421.098   MT  1.00000985   +1 17 27.1
 JM0418
 JM0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0418!SPC CO S     -   0.99969043  x   0.99997126  =   0.99966170
 JM0418!UTM  12      -   0.99969043  x   1.00000985  =   0.99970028
 JM0418
 JM0418:                Primary Azimuth Mark                     Grid Az
 JM0418:SPC CO S     -  CASHIN                                   312 54 54.2
 JM0418:UTM  12      -  CASHIN                                   309 31 45.5
 JM0418
 JM0418|---------------------------------------------------------------------|
 JM0418| PID    Reference Object                     Distance      Geod. Az  |
 JM0418|                                                           dddmmss.s |
 JM0418| JM0431 CASHIN                              APPROX. 8.6 KM 3104912.6 |
 JM0418|---------------------------------------------------------------------|
 JM0418
 JM0418                          SUPERSEDED SURVEY CONTROL
 JM0418
 JM0418  NAD 83(1992)-  38 14 48.10033(N)    108 54 55.27343(W) AD(       ) 3
 JM0418  NAD 83(1986)-  38 14 48.09773(N)    108 54 55.26946(W) AD(       ) 3
 JM0418  NAD 27      -  38 14 48.12630(N)    108 54 52.89387(W) AD(       ) 3
 JM0418  NGVD 29 (07/19/86) 1991.2    (m)         6533.     (f) VERT ANG       
 JM0418
 JM0418.Superseded values are not recommended for survey control.
 JM0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0418.See file dsdata.txt to determine how the superseded data were derived.
 JM0418
 JM0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH8242135242(NAD 83)
 JM0418_MARKER: DD = SURVEY DISK
 JM0418_SETTING: 66 = SET IN ROCK OUTCROP
 JM0418_SP_SET: SET IN ROCK OUTCROP
 JM0418_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0418+STABILITY: POSITION/ELEVATION WELL
 JM0418
 JM0418  HISTORY     - Date     Condition        Report By
 JM0418  HISTORY     - 1947     MONUMENTED       USGS
 JM0418
 JM0418                          STATION DESCRIPTION
 JM0418
 JM0418'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JM0418'STATION IS LOCATED ON HIGH POINT OF SMALL RIDGE ON E. SIDE OF DOLORES
 JM0418'RIVER RIM, 25 MI. BY RD. W. OF NATURITA, COLORADO, LOCATED IN CENTER
 JM0418'OF SEC. 12, T 46 N, R 19 W.
 JM0418'
 JM0418'TO REACH FROM NATURITA, COLORADO, TAKE STATE HIGHWAY 90 12 MI. W. TO
 JM0418'MONOGRAM MINE ROAD, PROCEED ON THIS RD. S. AND W. TO SKEIN SPRING
 JM0418'RESERVOIR (END OF RD.).  FOR THIS POINT IT IS APPROXIMATELY A 20
 JM0418'MINUTE PACK TO STATION.
 JM0418'
 JM0418'STATION MARK--STANDARD TABLET, SET IN SANDSTONE ROCK, STAMPED
 JM0418'---ICBM 1947---.
 JM0418'
 JM0418'REFERENCE MARK NO. 1--A 3-1/2 IN. DRILL HOLE, LOCATED 21.0 FT. S. OF
 JM0418'STATION, S 13 DEG 27 MIN E.
 JM0418'
 JM0418'REFERENCE MARK NO. 2--A 3-1/2 IN. DRILL HOLE, LOCATED 16.0 FT. W. OF
 JM0418'STATION, S 89 DEG 18 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0430 ***********************************************************************
 JM0430  DESIGNATION -  ICPG 1
 JM0430  PID         -  JM0430
 JM0430  STATE/COUNTY-  CO/MONTROSE
 JM0430  USGS QUAD   -  PARADOX (1994)
 JM0430
 JM0430                         *CURRENT SURVEY CONTROL
 JM0430  ___________________________________________________________________
 JM0430* NAD 83(1992)-  38 15 25.83474(N)    108 58 19.68760(W)     ADJUSTED  
 JM0430* NAVD 88     -      2017.3    (meters)    6618.     (feet)  VERTCON   
 JM0430  ___________________________________________________________________
 JM0430  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 JM0430  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 JM0430
 JM0430  HORZ ORDER  -  THIRD
 JM0430
 JM0430.The horizontal coordinates were established by classical geodetic methods
 JM0430.and adjusted by the National Geodetic Survey in November 1997..
 JM0430
 JM0430.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0430
 JM0430.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0430
 JM0430.The geoid height was determined by GEOID03.
 JM0430
 JM0430;                    North         East     Units Scale Factor Converg.
 JM0430;SPC CO S     -   486,972.400   610,582.027   MT  0.99997259   -2 07 47.0
 JM0430;SPC CO S     - 1,597,675.28  2,003,217.87   sFT  0.99997259   -2 07 47.0
 JM0430;UTM  12      - 4,236,294.500   677,426.257   MT  0.99998771   +1 15 21.5
 JM0430
 JM0430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0430!SPC CO S     -   0.99968650  x   0.99997259  =   0.99965910
 JM0430!UTM  12      -   0.99968650  x   0.99998771  =   0.99967422
 JM0430
 JM0430:                Primary Azimuth Mark                     Grid Az
 JM0430:SPC CO S     -  CASHIN                                   343 11 11.4
 JM0430:UTM  12      -  CASHIN                                   339 48 02.9
 JM0430
 JM0430|---------------------------------------------------------------------|
 JM0430| PID    Reference Object                     Distance      Geod. Az  |
 JM0430|                                                           dddmmss.s |
 JM0430| JM0431 CASHIN                              APPROX. 4.7 KM 3410324.4 |
 JM0430|---------------------------------------------------------------------|
 JM0430
 JM0430                          SUPERSEDED SURVEY CONTROL
 JM0430
 JM0430  NAD 83(1992)-  38 15 25.82950(N)    108 58 19.69017(W) AD(       ) 3
 JM0430  NAD 83(1986)-  38 15 25.82693(N)    108 58 19.68611(W) AD(       ) 3
 JM0430  NAD 27      -  38 15 25.86251(N)    108 58 17.30542(W) AD(       ) 3
 JM0430  NGVD 29 (07/19/86) 2016.2    (m)         6615.     (f) VERT ANG       
 JM0430
 JM0430.Superseded values are not recommended for survey control.
 JM0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0430.See file dsdata.txt to determine how the superseded data were derived.
 JM0430
 JM0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH7742636294(NAD 83)
 JM0430_MARKER: DD = SURVEY DISK
 JM0430_SETTING: 66 = SET IN ROCK OUTCROP
 JM0430_SP_SET: SET IN ROCK OUTCROP
 JM0430_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0430+STABILITY: POSITION/ELEVATION WELL
 JM0430
 JM0430  HISTORY     - Date     Condition        Report By
 JM0430  HISTORY     - 1947     MONUMENTED       USGS
 JM0430
 JM0430                          STATION DESCRIPTION
 JM0430
 JM0430'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JM0430'STATION IS LOCATED ON S. TIP OF RIM OF LOWER WRAY MESA, ON W. SIDE OF
 JM0430'DOLORES RIVER RIM, 29 MI. BY RD. S. AND W. OF PARADOX, COLORADO, ON
 JM0430'S. EDGE OF SEC. 10, T 46 N, R 19 W.
 JM0430'
 JM0430'TO REACH FROM PARADOX, COLORADO, TAKE STATE HIGHWAY 90 AND UTAH
 JM0430'HIGHWAY 46 TO OLD LA SAL (15.5 MI.), TURN ON DIM RD. E. AT OLD LA SAL
 JM0430'AND GO IN AN EASTERLY DIRECTION 9 MI. TO END OF RD. AT S. END CASHIN
 JM0430'RIDGE, APPROXIMATELY 3 HRS. PACK E. TO STATION FROM END OF RD.
 JM0430'
 JM0430'STATION MARK--STANDARD TABLET, SET IN SANDSTONE ROCK, STAMPED
 JM0430'---ICPG-1 1947---.
 JM0430'
 JM0430'REFERENCE MARK NO. 1--A 3/4 IN. DRILL HOLE, IN ROCK 100 FT. SW. OF
 JM0430'STATION, S 36 DEG 54 MIN W.
 JM0430'
 JM0430'REFERENCE MARK NO. 2--A 3/4 IN. DRILL HOLE, IN ROCK 15 FT. E. OF
 JM0430'STATION, N 45 DEG 26 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2028 ***********************************************************************
 KK2028  DESIGNATION -  IDA
 KK2028  PID         -  KK2028
 KK2028  STATE/COUNTY-  CO/CLEAR CREEK
 KK2028  USGS QUAD   -  IDAHO SPRINGS (1974)
 KK2028
 KK2028                         *CURRENT SURVEY CONTROL
 KK2028  ___________________________________________________________________
 KK2028* NAD 83(1992)-  39 44 26.16103(N)    105 32 22.70988(W)     ADJUSTED  
 KK2028* NAVD 88     -      2621.4    (meters)    8600.     (feet)  VERTCON   
 KK2028  ___________________________________________________________________
 KK2028  LAPLACE CORR-         -11.45  (seconds)                    DEFLEC99
 KK2028  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 KK2028
 KK2028  HORZ ORDER  -  THIRD
 KK2028
 KK2028.The horizontal coordinates were established by classical geodetic methods
 KK2028.and adjusted by the National Geodetic Survey in January 1993..
 KK2028
 KK2028.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2028
 KK2028.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2028
 KK2028.The geoid height was determined by GEOID03.
 KK2028
 KK2028;                    North         East     Units Scale Factor Converg.
 KK2028;SPC CO C     -   516,529.092   911,003.909   MT  0.99999815   -0 01 30.0
 KK2028;SPC CO C     - 1,694,645.86  2,988,851.99   sFT  0.99999815   -0 01 30.0
 KK2028;UTM  13      - 4,399,106.243   453,762.398   MT  0.99962632   -0 20 42.0
 KK2028
 KK2028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2028!SPC CO C     -   0.99959097  x   0.99999815  =   0.99958912
 KK2028!UTM  13      -   0.99959097  x   0.99962632  =   0.99921744
 KK2028
 KK2028:                Primary Azimuth Mark                     Grid Az
 KK2028:SPC CO C     -  BELLEVUE                                 355 09 10.2
 KK2028:UTM  13      -  BELLEVUE                                 355 28 22.2
 KK2028
 KK2028|---------------------------------------------------------------------|
 KK2028| PID    Reference Object                     Distance      Geod. Az  |
 KK2028|                                                           dddmmss.s |
 KK2028| KK2013 BELLEVUE                            APPROX. 2.6 KM 3550740.2 |
 KK2028|---------------------------------------------------------------------|
 KK2028
 KK2028                          SUPERSEDED SURVEY CONTROL
 KK2028
 KK2028  NAD 83(1986)-  39 44 26.16008(N)    105 32 22.70901(W) AD(       ) 3
 KK2028  NAD 27      -  39 44 26.20195(N)    105 32 20.71756(W) AD(       ) 3
 KK2028  NGVD 29 (07/19/86) 2620.0    (m)         8596.     (f) VERT ANG       
 KK2028
 KK2028.Superseded values are not recommended for survey control.
 KK2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2028.See file dsdata.txt to determine how the superseded data were derived.
 KK2028
 KK2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD5376299106(NAD 83)
 KK2028
 KK2028  HISTORY     - Date     Condition        Report By
 KK2028  HISTORY     - 1946     MONUMENTED       COSM
 KK2028  HISTORY     - 1955     GOOD             LOCENG
 KK2028
 KK2028                          STATION DESCRIPTION
 KK2028
 KK2028'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1955 (BP)
 KK2028'STATION IS LOCATED ON ROCKY RIDGE BETWEEN SPRING CREEK AND CLEAR
 KK2028'CREEK, 1.25 MI. W. OF IDAHO SPRINGS.
 KK2028'
 KK2028'STATION IS BEST REACHED BY GOING S. FROM IDAHO SPRINGS TO SPRING GULCH
 KK2028'ROAD.  FOLLOW SPRING GULCH ROAD APPROXIMATELY 2 MI. W. TO MINE RD.
 KK2028'WHICH GOES NE. UP SIDE OF RIDGE TO SADDLE.  FROM HERE HIKE TO E. END
 KK2028'OF RIDGE AND STATION.
 KK2028'
 KK2028'(OLD STATION --SPRING, USGS--- WAS NOT RECOVERED SO STATION --T-19--
 KK2028'WAS CALLED --IDA-- (USGS), WHICH IS APPROXIMATELY AT THE SAME SITE AS
 KK2028'STATION --SPRING--.)
 KK2028'
 KK2028'STATION MARK--SMALL BRASS TABLET, COLORADO SCHOOL OF MINES,
 KK2028'STAMPED ---T-19---.
 KK2028'
 KK2028'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2025 ***********************************************************************
 KK2025  DESIGNATION -  IDAHO
 KK2025  PID         -  KK2025
 KK2025  STATE/COUNTY-  CO/CLEAR CREEK
 KK2025  USGS QUAD   -  IDAHO SPRINGS (1974)
 KK2025
 KK2025                         *CURRENT SURVEY CONTROL
 KK2025  ___________________________________________________________________
 KK2025* NAD 83(1992)-  39 44 39.09042(N)    105 31 46.03943(W)     ADJUSTED  
 KK2025* NAVD 88     -      2318.483  (meters)    7606.56   (feet)  ADJUSTED  
 KK2025  ___________________________________________________________________
 KK2025  X           -  -1,315,292.493 (meters)                     COMP
 KK2025  Y           -  -4,733,340.840 (meters)                     COMP
 KK2025  Z           -   4,057,660.949 (meters)                     COMP
 KK2025  LAPLACE CORR-         -11.56  (seconds)                    DEFLEC99
 KK2025  ELLIP HEIGHT-        2305.39  (meters)          (10/27/04) GPS OBS
 KK2025  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 KK2025  DYNAMIC HT  -        2315.901 (meters)    7598.09  (feet)  COMP
 KK2025  MODELED GRAV-     979,429.2   (mgal)                       NAVD 88
 KK2025
 KK2025  HORZ ORDER  -  FIRST
 KK2025  VERT ORDER  -  FIRST     CLASS II
 KK2025  ELLP ORDER  -  FOURTH    CLASS II
 KK2025
 KK2025.The horizontal coordinates were established by GPS observations
 KK2025.and adjusted by the MOUNTAIN SURVEYING in October 2004..
 KK2025
 KK2025.The orthometric height was determined by differential leveling
 KK2025.and adjusted by the National Geodetic Survey in November 2003..
 KK2025
 KK2025.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK2025
 KK2025.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2025
 KK2025.The ellipsoidal height was determined by GPS observations
 KK2025.and is referenced to NAD 83.
 KK2025
 KK2025.The geoid height was determined by GEOID03.
 KK2025
 KK2025.The dynamic height is computed by dividing the NAVD 88
 KK2025.geopotential number by the normal gravity value computed on the
 KK2025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK2025.degrees latitude (g = 980.6199 gals.).
 KK2025
 KK2025.The modeled gravity was interpolated from observed gravity values.
 KK2025
 KK2025;                    North         East     Units Scale Factor Converg.
 KK2025;SPC CO C     -   516,927.522   911,877.161   MT  0.99999886   -0 01 06.9
 KK2025;SPC CO C     - 1,695,953.05  2,991,716.99   sFT  0.99999886   -0 01 06.9
 KK2025;UTM  13      - 4,399,499.644   454,637.535   MT  0.99962533   -0 20 18.7
 KK2025
 KK2025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2025!SPC CO C     -   0.99963845  x   0.99999886  =   0.99963732
 KK2025!UTM  13      -   0.99963845  x   0.99962533  =   0.99926392
 KK2025
 KK2025|---------------------------------------------------------------------|
 KK2025| PID    Reference Object                     Distance      Geod. Az  |
 KK2025|                                                           dddmmss.s |
 KK2025| CP8295 IDAHO RM 1                            8.547 METERS 09957     |
 KK2025| KK2024 IDAHO AZ MK OFFSET                  APPROX. 1.4 KM 1070958.3 |
 KK2025| KK2023 IDAHO AZ MK                         APPROX. 1.4 KM 1070929.3 |
 KK2025| KK2026 IDAHO PT A                            5.250 METERS 27919     |
 KK2025| CP8296 IDAHO RM 2                           28.076 METERS 28007     |
 KK2025|---------------------------------------------------------------------|
 KK2025
 KK2025                          SUPERSEDED SURVEY CONTROL
 KK2025
 KK2025  NAD 83(1992)-  39 44 39.08375(N)    105 31 46.03857(W) AD(       ) 2
 KK2025  NAD 83(1986)-  39 44 39.08287(N)    105 31 46.03813(W) AD(       ) 2
 KK2025  NAD 27      -  39 44 39.12575(N)    105 31 44.04726(W) AD(       ) 2
 KK2025  NAVD 88 (10/27/04) 2318.48   (m)         7606.5    (f) LEVELING    3  
 KK2025  NGVD 29 (07/19/86) 2315.7    (m)         7597.     (f) VERT ANG       
 KK2025
 KK2025.Superseded values are not recommended for survey control.
 KK2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2025.See file dsdata.txt to determine how the superseded data were derived.
 KK2025
 KK2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD5463899500(NAD 83)
 KK2025_MARKER: DH = HORIZONTAL CONTROL DISK
 KK2025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK2025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK2025_STAMPING: IDAHO 1977
 KK2025_MARK LOGO: NGS   
 KK2025_PROJECTION: FLUSH
 KK2025_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK2025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK2025+STABILITY: SURFACE MOTION
 KK2025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK2025+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 KK2025
 KK2025  HISTORY     - Date     Condition        Report By
 KK2025  HISTORY     - 1977     MONUMENTED       NGS
 KK2025  HISTORY     - 20000727 GOOD             NGS
 KK2025  HISTORY     - 20030910 GOOD             NGS
 KK2025  HISTORY     - 20040130 GOOD             MSAM
 KK2025
 KK2025                          STATION DESCRIPTION
 KK2025
 KK2025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK2025'THE STATION IS LOCATED IN IDAHO SPRINGS, ABOUT 3/4 MILE WEST OF
 KK2025'THE POST OFFICE, AT THE INTERSECTION OF COLORADO BOULEVARD AND
 KK2025'3RD AVENUE, ALONG THE NORTH SIDE OF COLORADO BOULEVARD AND ON
 KK2025'THE ROAD RIGHT-OF-WAY.
 KK2025'
 KK2025'TO REACH THE STATION FROM THE POST OFFICE IN IDAHO SPRINGS, GO
 KK2025'WEST ON COLORADO BOULEVARD FOR 0.7 MILE TO THE STATION ON THE
 KK2025'RIGHT JUST BEFORE REACHING THE JUNCTION OF 3RD AVENUE.
 KK2025'
 KK2025'THE STATION MARKS, STAMPED---IDAHO 1977---, ARE STANDARD DISKS.
 KK2025'THE SURFACE DISK IS SET IN A 12-INCH ROUND CONCRETE MONUMENT
 KK2025'FLUSH WITH THE GROUND SURFACE AND THE UNDERGROUND DISK IS SET
 KK2025'IN AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE
 KK2025'GROUND SURFACE.  THEY ARE 113 FEET EAST OF THE INTERSECTION,
 KK2025'19 FEET NORTH OF THE CENTER LINE OF COLORADO BOULEVARD AND
 KK2025'5 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE SIDEWALK.
 KK2025'
 KK2025'REFERENCE MARK 1, STAMPED---IDAHO NO 1 1977---, IS A STANDARD
 KK2025'DISK SET IN A 12-INCH ROUND CONCRETE POST FLUSH WITH THE GROUND
 KK2025'SURFACE.  IT IS 144 FEET EAST OF THE INTERSECTION, 18.5 FEET
 KK2025'NORTH OF THE CENTER LINE OF COLORADO BOULEVARD AND 5 FEET SOUTH
 KK2025'OF THE SOUTH EDGE OF THE SIDWALK.
 KK2025'
 KK2025'REFERENCE MARK 2, STAMPED---IDAHO NO 2 1977---, IS A STANDARD
 KK2025'DISK CEMENTED IN A DRILL HOLE IN A CONCRETE CURB THAT
 KK2025'IS OVER A DRAINAGE BASIN.  IT IS 31 FEET
 KK2025'NORTHEAST OF THE APPROXIMATE CENTER OF THE INTERSECTION, 20
 KK2025'FEET NORTH OF THE CENTER LINE OF COLORADO BOULEVARD, 20 FEET
 KK2025'EAST OF THE CENTER OF 3RD AVENUE AND 4 FEET SOUTH OF THE SOUTH
 KK2025'EDGE OF THE SIDEWALK.
 KK2025'
 KK2025'AZIMUTH MARK, STAMPED---IDAHO 1977---, IS A STANDARD DISK SET
 KK2025'IN A 12-INCH ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 KK2025'IT IS 25.5 FEET SOUTH OF THE SOUTH EDGE OF A BANK, 23 FEET
 KK2025'NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF A FORK IN THE
 KK2025'GRAVELED ROAD AND 19 FEET WEST OF A FENCE POST.
 KK2025'
 KK2025'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN
 KK2025'IDAHO SPRINGS,
 KK2025'GO EAST ON COLORADO BOULEVARD FOR 0.1 MILE TO THE JUNCTION OF
 KK2025'17TH AVENUE.  TURN RIGHT AND GO SOUTH ON 17TH AVENUE FOR 0.05
 KK2025'MILE TO THE JUNCTION OF MINER STREET.  TURN LEFT ON MINER
 KK2025'STREET GO 0.1 MILE TO THE JUNCTION OF SODA CREEK ROAD.  TURN
 KK2025'RIGHT AND GO SOUTH ON SODA CREEK ROAD FOR 0.25 MILE TO A SIDE
 KK2025'ROAD RIGHT.  TURN RIGHT AND GO 0.15 MILE ON PINE SLOPE ROAD
 KK2025'TO A CHURCH OF CHRIST ON THE RIGHT.  BEAR LEFT FOR 0.05 MILE
 KK2025'TO A FORK AND THE MARK ON THE RIGHT.
 KK2025'
 KK2025'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.0 METER.
 KK2025
 KK2025                          STATION RECOVERY (2000)
 KK2025
 KK2025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 KK2025'THE STATION IS LOCATED IN THE WEST END OF IDAHO SPRINGS, IN T 3 S, R
 KK2025'73 W. OWNERSHIP--CITY OF IDAHO SPRINGS RIGHT-OF-WAY.
 KK2025' 
 KK2025'TO REACH THE STATION FROM THE INTERSECTION OF COLORADO
 KK2025'BOULEVARD AND THIRD AVENUE, GO TO THE NORTHEAST CORNER OF THAT
 KK2025'INTERSECTION AND THE STATION ON THE NORTH SIDE OF THE ROAD.
 KK2025' 
 KK2025'THE MARK IS A HORIZONTAL CONTROL DISK SET INTO THE TOP OF A ROUND
 KK2025'25 CM DIAMETER CONCRETE POST AT THE TOE OF A SLOPE FROM THE
 KK2025'SIDEWALK AND FLUSH WITH THE GROUND AND NEXT TO A CURRANT BUSH.
 KK2025'IT IS 34.2 M EAST FROM THE CENTER OF THIRD AVENUE, 15.0 M NORTH FROM
 KK2025' A RAIL FENCE CORNER AND BETWEEN HOUSE NUMBER --343-- AND THE
 KK2025'WEST END OF THE BLAIR MOTEL, 6.2 M SOUTH-SOUTHEAST FROM A CHAIN
 KK2025'LINK FENCE CORNER BETWEEN HOUSE NUMBER --302-- AND --328--, 5.9 M
 KK2025'NORTH FROM THE CENTER LINE OF COLORADO BOULEVARD, 0.65 M SOUTH
 KK2025'FROM A WITNESS POST AND ABOUT THE SAME ELEVATION AS THE
 KK2025'BOULEVARD.
 KK2025' 
 KK2025'
 KK2025
 KK2025                          STATION RECOVERY (2003)
 KK2025
 KK2025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 KK2025'RECOVERED IN GOOD CONDITION.
 KK2025
 KK2025                          STATION RECOVERY (2004)
 KK2025
 KK2025'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (KCH)
 KK2025'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2004 (BAJ)
 KK2025'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2023 ***********************************************************************
 KK2023  DESIGNATION -  IDAHO AZ MK
 KK2023  PID         -  KK2023
 KK2023  STATE/COUNTY-  CO/CLEAR CREEK
 KK2023  USGS QUAD   -  IDAHO SPRINGS (1974)
 KK2023
 KK2023                         *CURRENT SURVEY CONTROL
 KK2023  ___________________________________________________________________
 KK2023* NAD 83(1992)-  39 44 25.61860(N)    105 30 49.53665(W)     ADJUSTED  
 KK2023* NAVD 88     -      2342.1    (meters)    7684.     (feet)  GPS OBS   
 KK2023  ___________________________________________________________________
 KK2023  X           -  -1,314,071.724 (meters)                     COMP
 KK2023  Y           -  -4,733,974.393 (meters)                     COMP
 KK2023  Z           -   4,057,356.341 (meters)                     COMP
 KK2023  LAPLACE CORR-         -11.66  (seconds)                    DEFLEC99
 KK2023  ELLIP HEIGHT-        2328.84  (meters)          (12/03/02) GPS OBS
 KK2023  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 KK2023
 KK2023  HORZ ORDER  -  FIRST
 KK2023  ELLP ORDER  -  FOURTH    CLASS II
 KK2023
 KK2023.The horizontal coordinates were established by GPS observations
 KK2023.and adjusted by the National Geodetic Survey in June 1995..
 KK2023
 KK2023.The orthometric height was determined by GPS observations and a
 KK2023.high-resolution geoid model.
 KK2023
 KK2023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK2023
 KK2023.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2023
 KK2023.The ellipsoidal height was determined by GPS observations
 KK2023.and is referenced to NAD 83.
 KK2023
 KK2023.The geoid height was determined by GEOID03.
 KK2023
 KK2023;                    North         East     Units Scale Factor Converg.
 KK2023;SPC CO C     -   516,511.710   913,222.359   MT  0.99999812   -0 00 31.2
 KK2023;SPC CO C     - 1,694,588.84  2,996,130.36   sFT  0.99999812   -0 00 31.2
 KK2023;UTM  13      - 4,399,076.487   455,979.889   MT  0.99962386   -0 19 42.4
 KK2023
 KK2023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2023!SPC CO C     -   0.99963478  x   0.99999812  =   0.99963290
 KK2023!UTM  13      -   0.99963478  x   0.99962386  =   0.99925878
 KK2023
 KK2023:                Primary Azimuth Mark                     Grid Az
 KK2023:SPC CO C     -  IDAHO                                    287 10 36.7
 KK2023:UTM  13      -  IDAHO                                    287 29 47.9
 KK2023
 KK2023|---------------------------------------------------------------------|
 KK2023| PID    Reference Object                     Distance      Geod. Az  |
 KK2023|                                                           dddmmss.s |
 KK2023| KK2025 IDAHO                               APPROX. 1.4 KM 2871005.5 |
 KK2023|---------------------------------------------------------------------|
 KK2023
 KK2023                          SUPERSEDED SURVEY CONTROL
 KK2023
 KK2023  ELLIP H (06/21/95) 2328.88   (m)                       GP(       ) 4 1
 KK2023  NAD 83(1992)-  39 44 25.61860(N)    105 30 49.53665(W) AD(       ) 1
 KK2023  ELLIP H (05/08/95) 2328.88   (m)                       GP(       ) 2 2
 KK2023  NAD 83(1992)-  39 44 25.61196(N)    105 30 49.53575(W) AD(       ) 2
 KK2023  NAD 83(1986)-  39 44 25.61089(N)    105 30 49.53540(W) AD(       ) 2
 KK2023  NAD 27      -  39 44 25.65334(N)    105 30 47.54624(W) AD(       ) 2
 KK2023  NGVD 29 (07/19/86) 2339.4    (m)         7675.     (f) VERT ANG       
 KK2023
 KK2023.Superseded values are not recommended for survey control.
 KK2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2023.See file dsdata.txt to determine how the superseded data were derived.
 KK2023
 KK2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD5598099076(NAD 83)
 KK2023_MARKER: DZ = AZIMUTH MARK DISK
 KK2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK2023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK2023_STAMPING: IDAHO 1977
 KK2023_MARK LOGO: NGS   
 KK2023_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK2023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK2023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK2023+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2000
 KK2023
 KK2023  HISTORY     - Date     Condition        Report By
 KK2023  HISTORY     - 1977     MONUMENTED       NGS
 KK2023  HISTORY     - 19920924 GOOD             CODOT
 KK2023  HISTORY     - 19940518 GOOD             CODOT
 KK2023  HISTORY     - 20000509 GOOD             LOCENG
 KK2023
 KK2023                          STATION DESCRIPTION
 KK2023
 KK2023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK2023'STATION IS LOCATED IN IDAHO SPRINGS, ABOUT 1/2 MILE SOUTHEAST
 KK2023'OF THE POST OFFICE, 1/4 MILE SOUTH OF THE JUNCTION OF SODA
 KK2023'CREEK AND PINE SLOPE ROADS AND ON ROAD RIGHT-OF-WAY.
 KK2023'
 KK2023'TO REACH THE STATION FROM THE POST OFFICE IN IDAHO SPRINGS,
 KK2023'GO EAST ON COLORADO BOULEVARD FOR 0.1 MILE TO THE JUNCTION OF
 KK2023'17TH AVENUE.  TURN RIGHT AND GO SOUTH ON 17TH AVENUE FOR 0.05
 KK2023'MILE TO THE JUNCTION OF MINER STREET.  TURN LEFT ON MINER
 KK2023'STREET GO 0.1 MILE TO THE JUNCTION OF SODA CREEK ROAD.  TURN
 KK2023'RIGHT AND GO SOUTH ON SODA CREEK ROAD FOR 0.25 MILE TO A SIDE
 KK2023'ROAD RIGHT.  TURN RIGHT AND GO 0.15 MILE ON PINE SLOPE ROAD
 KK2023'TO A CHURCH OF CHRIST ON THE RIGHT.  BEAR LEFT FOR 0.05 MILE
 KK2023'TO A FORK AND THE MARK ON THE RIGHT.
 KK2023'
 KK2023'STATION MARK, STAMPED---IDAHO 1977---, IS A STANDARD
 KK2023'AZIMUTH MARK DISK SET
 KK2023'IN A 12-INCH ROUND CONCRETE POST FLUSH WITH THE GROUND SURFACE.
 KK2023'IT IS 25.5 FEET SOUTH OF THE SOUTH EDGE OF A BANK, 23 FEET
 KK2023'NORTH-NORTHEAST OF THE APPROXIMATE CENTER OF A FORK IN THE
 KK2023'GRAVELED ROAD AND 19 FEET WEST OF A FENCE POST.
 KK2023'
 KK2023'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.0 METER.
 KK2023'
 KK2023'AN ELECTRONIC TRAVERSE TIE WAS MADE TO TRIANGULATION
 KK2023'STATION---IDAHO---.
 KK2023
 KK2023                          STATION RECOVERY (1992)
 KK2023
 KK2023'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1992 (KLH)
 KK2023'THE STATION WILL BE USED DURING A GPS PROJECT. THE STATION IS LOCATED
 KK2023'SOUTH OF AND ABOVE THE TOWN OF IDAHO SPRINGS IN THE SOUTHWEST 1/4 OF
 KK2023'SECTION 36, T 3 S, R 73 W, OF THE 6TH P.M. OWNERSHIP--UNKNOWN. TO
 KK2023'REACH THE STATION FROM THE INTERSECTION OF 13TH AVENUE AND MINER
 KK2023'STREET IN CENTRAL IDAHO SPRINGS, GO EAST ON MINER STREET FOR 0.4 MI
 KK2023'(0.6 KM) TO SODA CREEK ROAD. TURN RIGHT, SOUTH, ON SODA CREEK ROAD AND
 KK2023'PROCEED 0.25 MI (0.40 KM) TO PINE SLOPE ROAD.  TURN RIGHT, WEST, ON
 KK2023'PINE SLOPE ROAD AND PROCEED FOR 0.2 MI (0.3 KM) TO THE STATION ON THE
 KK2023'RIGHT. THE STATION IS A 3-1/2 IN BRASS AZIMUTH MARK DISK SET IN THE
 KK2023'TOP OF A MASS OF CONCRETE FLUSH WITH THE GROUND.  IT IS 20.5 FT (6.2
 KK2023'M) NORTHWEST OF THE CENTER OF PINE SLOPE ROAD, 19.8 FT (6.0 M) WEST OF
 KK2023'A CORNER IN A BOARD FENCE, 1.8 FT (0.5 M) SOUTH OF THE BOARD FENCE,
 KK2023'AND 1.8 FT (0.5 M) SOUTH OF A FIBERGLASS NGS WITNESS POST.
 KK2023
 KK2023                          STATION RECOVERY (1994)
 KK2023
 KK2023'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1994 (KAW)
 KK2023'RECOVERED AS DESCRIBED.
 KK2023
 KK2023                          STATION RECOVERY (2000)
 KK2023
 KK2023'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (DPW)
 KK2023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CP8296 ***********************************************************************
 CP8296  DESIGNATION -  IDAHO RM 2
 CP8296  PID         -  CP8296
 CP8296  STATE/COUNTY-  CO/CLEAR CREEK
 CP8296  USGS QUAD   -  IDAHO SPRINGS (1974)
 CP8296
 CP8296                         *CURRENT SURVEY CONTROL
 CP8296  ___________________________________________________________________
 CP8296* NAD 83(1986)-  39 44 39.     (N)    105 31 46.     (W)     SCALED    
 CP8296* NAVD 88     -      2318.315  (meters)    7606.01   (feet)  ADJUSTED  
 CP8296  ___________________________________________________________________
 CP8296  GEOID HEIGHT-         -13.11  (meters)                     GEOID03
 CP8296  DYNAMIC HT  -        2315.732 (meters)    7597.53  (feet)  COMP
 CP8296  MODELED GRAV-     979,428.9   (mgal)                       NAVD 88
 CP8296
 CP8296  VERT ORDER  -  FIRST     CLASS II
 CP8296
 CP8296.The horizontal coordinates were scaled from a topographic map and have
 CP8296.an estimated accuracy of +/- 6 seconds.
 CP8296
 CP8296.The orthometric height was determined by differential leveling
 CP8296.and adjusted by the National Geodetic Survey in November 2003..
 CP8296
 CP8296.The geoid height was determined by GEOID03.
 CP8296
 CP8296.The dynamic height is computed by dividing the NAVD 88
 CP8296.geopotential number by the normal gravity value computed on the
 CP8296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CP8296.degrees latitude (g = 980.6199 gals.).
 CP8296
 CP8296.The modeled gravity was interpolated from observed gravity values.
 CP8296
 CP8296;                    North         East    Units  Estimated Accuracy
 CP8296;SPC CO C     -   516,930.      911,880.      MT  (+/- 180 meters Scaled)
 CP8296
 CP8296                          SUPERSEDED SURVEY CONTROL
 CP8296
 CP8296.No superseded survey control is available for this station.
 CP8296
 CP8296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD546994(NAD 83)
 CP8296_MARKER: DR = REFERENCE MARK DISK
 CP8296_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CP8296_SP_SET: CULVERT
 CP8296_STAMPING: IDAHO NO 2 1977
 CP8296_MARK LOGO: NGS   
 CP8296_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CP8296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CP8296+STABILITY: SURFACE MOTION
 CP8296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CP8296+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 CP8296
 CP8296  HISTORY     - Date     Condition        Report By
 CP8296  HISTORY     - 1977     MONUMENTED       NGS
 CP8296  HISTORY     - 20000727 GOOD             NGS
 CP8296  HISTORY     - 20030910 GOOD             NGS
 CP8296
 CP8296                          STATION DESCRIPTION
 CP8296
 CP8296'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 CP8296'THE STATION IS LOCATED IN THE WEST END OF IDAHO SPRINGS, IN T 3 S, R
 CP8296'73 W. OWNERSHIP--CITY OF IDAHO SPRINGS RIGHT-OF-WAY.
 CP8296' 
 CP8296'TO REACH THE STATION FROM THE INTERSECTION OF COLORADO
 CP8296'BOULEVARD AND THIRD AVENUE, GO TO THE NORTHEAST CORNER OF THAT
 CP8296'INTERSECTION AND THE STATION ON THE NORTH SIDE OF THE ROAD.
 CP8296' 
 CP8296'THE MARK IS A REFERENCE MARK DISK SET INTO A DRILL HOLE IN THE EAST
 CP8296'END OF A CONCRETE CULVERT RUNNING EAST-WEST ALONG COLORADO
 CP8296'BOULEVARD. IT IS 28.2 M WEST FROM A WITNESS POST, 13.0 M NORTH FROM
 CP8296'A LIGHT POLE NUMBER--37/56--, 6.2 M EAST FROM THE CENTER OF THIRD
 CP8296'AVENUE, 6.1 M NORTH FROM THE CENTER LINE OF COLORADO BOULEVARD,
 CP8296'1.1 M SOUTH-SOUTHWEST FROM THE EDGE OF THE SIDEWALK, 0.2 M WEST
 CP8296'FROM THE EAST EDGE OF CONCRETE CULVERT AND ABOUT 30 CM ABOVE
 CP8296'THE BOULEVARD.
 CP8296' 
 CP8296'
 CP8296
 CP8296                          STATION RECOVERY (2003)
 CP8296
 CP8296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CP8296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0398 ***********************************************************************
 KJ0398  DESIGNATION -  IDALIA ET
 KJ0398  PID         -  KJ0398
 KJ0398  STATE/COUNTY-  CO/YUMA
 KJ0398  USGS QUAD   -  IDALIA (1968)
 KJ0398
 KJ0398                         *CURRENT SURVEY CONTROL
 KJ0398  ___________________________________________________________________
 KJ0398* NAD 83(1992)-  39 43 01.27327(N)    102 15 14.06800(W)     ADJUSTED  
 KJ0398* NAVD 88     -      1200.5    (meters)    3939.     (feet)  VERTCON   
 KJ0398  ___________________________________________________________________
 KJ0398  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 KJ0398  GEOID HEIGHT-         -22.54  (meters)                     GEOID03
 KJ0398
 KJ0398  HORZ ORDER  -  SECOND
 KJ0398
 KJ0398.The horizontal coordinates were established by classical geodetic methods
 KJ0398.and adjusted by the National Geodetic Survey in January 1993..
 KJ0398
 KJ0398.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0398
 KJ0398.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0398
 KJ0398.The geoid height was determined by GEOID03.
 KJ0398
 KJ0398;                    North         East     Units Scale Factor Converg.
 KJ0398;SPC CO N     -   352,495.224 1,192,676.834   MT  0.99999994   +2 05 50.7
 KJ0398;SPC CO N     - 1,156,478.08  3,912,973.91   sFT  0.99999994   +2 05 50.7
 KJ0398;UTM  13      - 4,399,956.020   735,387.051   MT  1.00028219   +1 45 20.0
 KJ0398
 KJ0398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0398!SPC CO N     -   0.99981523  x   0.99999994  =   0.99981517
 KJ0398!UTM  13      -   0.99981523  x   1.00028219  =   1.00009737
 KJ0398
 KJ0398|---------------------------------------------------------------------|
 KJ0398| PID    Reference Object                     Distance      Geod. Az  |
 KJ0398|                                                           dddmmss.s |
 KJ0398| CP8297 IDALIA ET RM 1                                     15023     |
 KJ0398| CP8298 IDALIA ET RM 2                                     32932     |
 KJ0398| KJ0399 JUNCTION ET                         APPROX. 2.9 KM 3570852.9 |
 KJ0398|---------------------------------------------------------------------|
 KJ0398
 KJ0398                          SUPERSEDED SURVEY CONTROL
 KJ0398
 KJ0398  NAD 83(1986)-  39 43 01.27131(N)    102 15 14.06652(W) AD(       ) 2
 KJ0398  NAD 27      -  39 43 01.29699(N)    102 15 12.37230(W) AD(       ) 2
 KJ0398  NGVD 29 (07/19/86) 1200.0    (m)         3937.     (f) VERT ANG       
 KJ0398
 KJ0398.Superseded values are not recommended for survey control.
 KJ0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0398.See file dsdata.txt to determine how the superseded data were derived.
 KJ0398
 KJ0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD3538799956(NAD 83)
 KJ0398_MARKER: DD = SURVEY DISK
 KJ0398_SETTING: 0 = UNSPECIFIED SETTING
 KJ0398
 KJ0398  HISTORY     - Date     Condition        Report By
 KJ0398  HISTORY     - 1968     MONUMENTED       USGS
 KJ0398
 KJ0398                          STATION DESCRIPTION
 KJ0398
 KJ0398'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 KJ0398'THE STATION IS LOCATED NORTH 62 DEG EAST ABOUT 2.2 MILES AIRLINE
 KJ0398'FROM IDALIA, COLORADO NEAR THE SOUTHWEST CORNER OF SECTION 12,
 KJ0398'T.4S., R.44W.
 KJ0398'
 KJ0398'TO REACH FROM THE X-RDS. IN IDALIA, GO 2.0 MILES EAST ON
 KJ0398'U.S. HIGHWAY 36, THENCE 1.0 MILE NORTH TO A X-RDS. AND THE STATION
 KJ0398'SITE ON THE RIGHT.  THE STATION IS 122 FEET EAST OF THE HIGHWAY, 34
 KJ0398'FEET NORTH OF A GRADED ROAD, AND 5.5 FEET EAST OF A USGS WITNESS
 KJ0398'SIGN MOUNTED ON A METAL POST.
 KJ0398'
 KJ0398'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD ROD
 KJ0398'DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN A PLASTIC PIPE, 6 INCHES
 KJ0398'IN DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE TABLET IS
 KJ0398'FLUSH WITH THE GROUND AND IS STAMPED IDALIA ET 1968.
 KJ0398'
 KJ0398'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 KJ0398'TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED
 KJ0398'IN A PLASTIC PIPE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH
 KJ0398'GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED IDALIA
 KJ0398'ET 1968-1.
 KJ0398'
 KJ0398'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 KJ0398'TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN A
 KJ0398'PLASTIC PIPE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH
 KJ0398'GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED IDALIA
 KJ0398'ET 1968-2.
 KJ0398'
 KJ0398'STATION JUNCTION ET 1968 IS VISIBLE FROM THE GROUND AND WILL SERVE
 KJ0398'AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0422 ***********************************************************************
 JM0422  DESIGNATION -  IGLB 1
 JM0422  PID         -  JM0422
 JM0422  STATE/COUNTY-  CO/SAN MIGUEL
 JM0422  USGS QUAD   -  ANDERSON MESA (1994)
 JM0422
 JM0422                         *CURRENT SURVEY CONTROL
 JM0422  ___________________________________________________________________
 JM0422* NAD 83(1992)-  38 07 40.72216(N)    108 59 18.56526(W)     ADJUSTED  
 JM0422* NAVD 88     -      2118.9    (meters)    6952.     (feet)  VERTCON   
 JM0422  ___________________________________________________________________
 JM0422  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 JM0422  GEOID HEIGHT-         -18.81  (meters)                     GEOID03
 JM0422
 JM0422  HORZ ORDER  -  THIRD
 JM0422
 JM0422.The horizontal coordinates were established by classical geodetic methods
 JM0422.and adjusted by the National Geodetic Survey in November 1997..
 JM0422
 JM0422.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0422
 JM0422.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0422
 JM0422.The geoid height was determined by GEOID03.
 JM0422
 JM0422;                    North         East     Units Scale Factor Converg.
 JM0422;SPC CO S     -   472,695.232   608,616.165   MT  0.99995851   -2 08 23.1
 JM0422;SPC CO S     - 1,550,834.27  1,996,768.20   sFT  0.99995851   -2 08 23.1
 JM0422;UTM  12      - 4,221,925.899   676,306.512   MT  0.99998284   +1 14 32.2
 JM0422
 JM0422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0422!SPC CO S     -   0.99967057  x   0.99995851  =   0.99962910
 JM0422!UTM  12      -   0.99967057  x   0.99998284  =   0.99965342
 JM0422
 JM0422:                Primary Azimuth Mark                     Grid Az
 JM0422:SPC CO S     -  ISLAND                                   026 54 53.0
 JM0422:UTM  12      -  ISLAND                                   023 31 57.7
 JM0422
 JM0422|---------------------------------------------------------------------|
 JM0422| PID    Reference Object                     Distance      Geod. Az  |
 JM0422|                                                           dddmmss.s |
 JM0422| JM0421 ISLAND                              APPROX. 3.0 KM 0244629.9 |
 JM0422|---------------------------------------------------------------------|
 JM0422
 JM0422                          SUPERSEDED SURVEY CONTROL
 JM0422
 JM0422  NAD 83(1992)-  38 07 40.71683(N)    108 59 18.56645(W) AD(       ) 3
 JM0422  NAD 83(1986)-  38 07 40.71461(N)    108 59 18.56336(W) AD(       ) 3
 JM0422  NAD 27      -  38 07 40.74391(N)    108 59 16.17953(W) AD(       ) 3
 JM0422  NGVD 29 (07/19/86) 2117.8    (m)         6948.     (f) VERT ANG       
 JM0422
 JM0422.Superseded values are not recommended for survey control.
 JM0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0422.See file dsdata.txt to determine how the superseded data were derived.
 JM0422
 JM0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH7630721926(NAD 83)
 JM0422_MARKER: DD = SURVEY DISK
 JM0422_SETTING: 66 = SET IN ROCK OUTCROP
 JM0422_SP_SET: SET IN ROCK OUTCROP
 JM0422_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0422+STABILITY: POSITION/ELEVATION WELL
 JM0422
 JM0422  HISTORY     - Date     Condition        Report By
 JM0422  HISTORY     - 1948     MONUMENTED       USGS
 JM0422
 JM0422                          STATION DESCRIPTION
 JM0422
 JM0422'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 JM0422'STATION IS LOCATED NEAR STATE LINE ON ISLAND MESA.
 JM0422'
 JM0422'TO REACH FROM LA SAL, UTAH, POST OFFICE, TAKE HIGHWAY 61 W. FOR 2.7
 JM0422'MI., TURN LEFT (S.) 18.2 MI. OR 12.2 MI. PAST BIG INDIAN MINE TO
 JM0422'FORKS, TAKE LEFT FORK 9.6 MI. OR 1.0 MI. PAST SMALL DAM BY RD.
 JM0422'STATION LIES 70 FT. S. OF CENTER OF RD., 125 FT. S. OF THE GRANARY.
 JM0422'
 JM0422'STATION MARK--STANDARD TABLET, STAMPED ---IGLB-1 1948---, AND SET
 JM0422'IN ROCK BURIED IN GROUND.
 JM0422'
 JM0422'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0524 ***********************************************************************
 HM0524  DESIGNATION -  IGLK 1
 HM0524  PID         -  HM0524
 HM0524  STATE/COUNTY-  CO/SAN MIGUEL
 HM0524  USGS QUAD   -  EGNAR (1994)
 HM0524
 HM0524                         *CURRENT SURVEY CONTROL
 HM0524  ___________________________________________________________________
 HM0524* NAD 83(1992)-  37 59 42.72240(N)    108 55 30.25146(W)     ADJUSTED  
 HM0524* NAVD 88     -      2181.7    (meters)    7158.     (feet)  VERTCON   
 HM0524  ___________________________________________________________________
 HM0524  LAPLACE CORR-          -1.48  (seconds)                    DEFLEC99
 HM0524  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 HM0524
 HM0524  HORZ ORDER  -  THIRD
 HM0524
 HM0524.The horizontal coordinates were established by classical geodetic methods
 HM0524.and adjusted by the National Geodetic Survey in November 1997..
 HM0524
 HM0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0524
 HM0524.The Laplace correction was computed from DEFLEC99 derived deflections.
 HM0524
 HM0524.The geoid height was determined by GEOID03.
 HM0524
 HM0524;                    North         East     Units Scale Factor Converg.
 HM0524;SPC CO S     -   457,762.085   613,632.559   MT  0.99994933   -2 06 03.1
 HM0524;SPC CO S     - 1,501,841.11  2,013,226.15   sFT  0.99994933   -2 06 03.1
 HM0524;UTM  12      - 4,207,313.898   682,194.933   MT  1.00000885   +1 16 39.6
 HM0524
 HM0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0524!SPC CO S     -   0.99966074  x   0.99994933  =   0.99961008
 HM0524!UTM  12      -   0.99966074  x   1.00000885  =   0.99966958
 HM0524
 HM0524:                Primary Azimuth Mark                     Grid Az
 HM0524:SPC CO S     -  BUSH                                     167 26 41.7
 HM0524:UTM  12      -  BUSH                                     164 03 59.0
 HM0524
 HM0524|---------------------------------------------------------------------|
 HM0524| PID    Reference Object                     Distance      Geod. Az  |
 HM0524|                                                           dddmmss.s |
 HM0524| HM0523 BUSH                                APPROX. 6.0 KM 1652038.6 |
 HM0524|---------------------------------------------------------------------|
 HM0524
 HM0524                          SUPERSEDED SURVEY CONTROL
 HM0524
 HM0524  NAD 83(1992)-  37 59 42.71645(N)    108 55 30.25150(W) AD(       ) 3
 HM0524  NAD 83(1986)-  37 59 42.71349(N)    108 55 30.24948(W) AD(       ) 3
 HM0524  NAD 27      -  37 59 42.74109(N)    108 55 27.87379(W) AD(       ) 3
 HM0524  NGVD 29 (07/19/86) 2180.5    (m)         7154.     (f) VERT ANG       
 HM0524
 HM0524.Superseded values are not recommended for survey control.
 HM0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0524.See file dsdata.txt to determine how the superseded data were derived.
 HM0524
 HM0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH8219507314(NAD 83)
 HM0524_MARKER: DD = SURVEY DISK
 HM0524_SETTING: 66 = SET IN ROCK OUTCROP
 HM0524_SP_SET: SET IN ROCK OUTCROP
 HM0524_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0524+STABILITY: POSITION/ELEVATION WELL
 HM0524
 HM0524  HISTORY     - Date     Condition        Report By
 HM0524  HISTORY     - 1947     MONUMENTED       USGS
 HM0524
 HM0524                          STATION DESCRIPTION
 HM0524
 HM0524'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 HM0524'LOCATED IN SEC. 14, T 43 N, R 19 W, AT POINT OF INTERSECTION, CENTER
 HM0524'OF MINE RD., 1.25 MI. E. OF STATE HIGHWAY 80 AND 5.5 MI. N. ALONG
 HM0524'STATE HIGHWAY 80 FROM EGNAR POST OFFICE.
 HM0524'
 HM0524'TO REACH STATION FROM EGNAR POST OFFICE, FOLLOW STATE HIGHWAY 80 5.5
 HM0524'MI. TO T-RD. E., TURN RIGHT AND FOLLOW MINE RD. 1.25 MI. TO RIGHT
 HM0524'ANGLE CURVE S.  STATION IS AT POINT OF INTERSECTION, CENTER OF MINE
 HM0524'RD. TANGENTS.
 HM0524'
 HM0524'STATION MARK--STANDARD REFERENCE TABLET, WITH CHISELED TRIANGLE SET
 HM0524'IN SANDSTONE ROCK AND STAMPED ---IGLK-1 1947 7155---.
 HM0524'
 HM0524'REFERENCE MARK NO. 1--CHISELED ARROW, IN SANDSTONE OUTCROP, 59.35 FT.
 HM0524'FROM STATION, S 28 DEG 48 MIN E.
 HM0524'
 HM0524'REFERENCE MARK NO. 2--CHISELED ARROW, IN SANDSTONE OUTCROP, 43.75 FT.
 HM0524'FROM STATION, N 27 DEG 53 MIN E.
 HM0524'
 HM0524'THIS STATION WAS ORIGINALLY OCCUPIED AS ---HIGL-1---, LATER
 HM0524'REOCCUPIED AND RESTAMPED ---IGLK-1---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0522 ***********************************************************************
 HM0522  DESIGNATION -  IGLK 2
 HM0522  PID         -  HM0522
 HM0522  STATE/COUNTY-  CO/SAN MIGUEL
 HM0522  USGS QUAD   -  JOE DAVIS HILL (1993)
 HM0522
 HM0522                         *CURRENT SURVEY CONTROL
 HM0522  ___________________________________________________________________
 HM0522* NAD 83(1992)-  37 59 47.69866(N)    108 49 31.66720(W)     ADJUSTED  
 HM0522* NAVD 88     -      1808.8    (meters)    5934.     (feet)  VERTCON   
 HM0522  ___________________________________________________________________
 HM0522  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 HM0522  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 HM0522
 HM0522  HORZ ORDER  -  THIRD
 HM0522
 HM0522.The horizontal coordinates were established by classical geodetic methods
 HM0522.and adjusted by the National Geodetic Survey in November 1997..
 HM0522
 HM0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0522
 HM0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 HM0522
 HM0522.The geoid height was determined by GEOID03.
 HM0522
 HM0522;                    North         East     Units Scale Factor Converg.
 HM0522;SPC CO S     -   457,599.350   622,381.141   MT  0.99994940   -2 02 23.2
 HM0522;SPC CO S     - 1,501,307.20  2,041,928.79   sFT  0.99994940   -2 02 23.2
 HM0522;UTM  12      - 4,207,667.072   690,938.593   MT  1.00004904   +1 20 20.7
 HM0522
 HM0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0522!SPC CO S     -   0.99971922  x   0.99994940  =   0.99966863
 HM0522!UTM  12      -   0.99971922  x   1.00004904  =   0.99976824
 HM0522
 HM0522:                Primary Azimuth Mark                     Grid Az
 HM0522:SPC CO S     -  LAST CHANCE                              032 09 42.7
 HM0522:UTM  12      -  LAST CHANCE                              028 46 58.8
 HM0522
 HM0522|---------------------------------------------------------------------|
 HM0522| PID    Reference Object                     Distance      Geod. Az  |
 HM0522|                                                           dddmmss.s |
 HM0522| JM0409 LAST CHANCE                         APPROX.11.9 KM 0300719.5 |
 HM0522|---------------------------------------------------------------------|
 HM0522
 HM0522                          SUPERSEDED SURVEY CONTROL
 HM0522
 HM0522  NAD 83(1992)-  37 59 47.69332(N)    108 49 31.66711(W) AD(       ) 3
 HM0522  NAD 83(1986)-  37 59 47.68971(N)    108 49 31.66499(W) AD(       ) 3
 HM0522  NAD 27      -  37 59 47.71792(N)    108 49 29.29974(W) AD(       ) 3
 HM0522  NGVD 29 (07/19/86) 1807.7    (m)         5931.     (f) VERT ANG       
 HM0522
 HM0522.Superseded values are not recommended for survey control.
 HM0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0522.See file dsdata.txt to determine how the superseded data were derived.
 HM0522
 HM0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH9093907667(NAD 83)
 HM0522_MARKER: DD = SURVEY DISK
 HM0522_SETTING: 66 = SET IN ROCK OUTCROP
 HM0522_SP_SET: SET IN A ROCK LEDGE
 HM0522_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0522+STABILITY: POSITION/ELEVATION WELL
 HM0522
 HM0522  HISTORY     - Date     Condition        Report By
 HM0522  HISTORY     - 1948     MONUMENTED       USGS
 HM0522
 HM0522                          STATION DESCRIPTION
 HM0522
 HM0522'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 HM0522'STATION IS LOCATED ON SANDSTONE OUTCROP, 16.7 MI. NE. OF EGNAR POST
 HM0522'OFFICE, ON STATE HIGHWAY 80 3.3 MI. S. (BY RD.) FROM STATE HIGHWAY
 HM0522'80, ON HIGHEST POINT OF ROCKY SLOPE, ON SANDSTONE LEDGE.
 HM0522'
 HM0522'TO REACH STATION FROM EGNAR POST OFFICE, FOLLOW STATE HIGHWAY 80 16.7
 HM0522'MI. TO RIGHT ANGLE CURVE TO LEFT, FOLLOW MINE AND FRANK SNYDERS RANCH
 HM0522'RD. 0.3 MI. TO CATTLEGUARD, CROSS CATTLEGUARD AND CONTINUE ON RD. 1.45
 HM0522'MI. TO RD. FORKS, TURN LEFT AND FOLLOW MINE RD. 1.5 MI. TO DRAIN
 HM0522'CROSSING, FOLLOW RIGHT SIDE OF DRAIN (BY FOOT) ABOUT 0.75 MI. TO TOP
 HM0522'OF ROCKY SLOPE.  STATION IS ON HIGHEST POINT OF RIDGE OVERLOOKING
 HM0522'CLEARED AREA, 8.0 FT. N. OF S. EDGE OF SANDSTONE LEDGE.
 HM0522'
 HM0522'STATION MARK--STANDARD REFERENCE TABLET, WITH CHISELED TRIANGLE SET
 HM0522'IN SANDSTONE LEDGE AND STAMPED ---IGLK-2 1948 5926---.
 HM0522'
 HM0522'REFERENCE MARK NO. 1--CHISELED ARROW, ON SANDSTONE BOULDER, 90.0 FT.
 HM0522'DISTANT, N 32 DEG 44 MIN E, FROM STATION.
 HM0522'
 HM0522'REFERENCE MARK NO. 2--CHISELED ARROW, ON SANDSTONE BOULDER, 73.6 FT.
 HM0522'DISTANT, S 75 DEG 08 MIN E, FROM STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0628 ***********************************************************************
 HL0628  DESIGNATION -  IGNATIO
 HL0628  PID         -  HL0628
 HL0628  STATE/COUNTY-  CO/LA PLATA
 HL0628  USGS QUAD   -  GEM VILLAGE (1968)
 HL0628
 HL0628                         *CURRENT SURVEY CONTROL
 HL0628  ___________________________________________________________________
 HL0628* NAD 83(1992)-  37 08 03.17618(N)    107 38 28.31110(W)     ADJUSTED  
 HL0628* NAVD 88     -      2009.5    (meters)    6593.     (feet)  VERTCON   
 HL0628  ___________________________________________________________________
 HL0628  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 HL0628  GEOID HEIGHT-         -19.57  (meters)                     GEOID03
 HL0628
 HL0628  HORZ ORDER  -  FIRST
 HL0628
 HL0628.The horizontal coordinates were established by classical geodetic methods
 HL0628.and adjusted by the National Geodetic Survey in January 1993..
 HL0628
 HL0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0628
 HL0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0628
 HL0628.The geoid height was determined by GEOID03.
 HL0628
 HL0628;                    North         East     Units Scale Factor Converg.
 HL0628;SPC CO S     -   358,871.879   724,158.732   MT  1.00001947   -1 18 48.1
 HL0628;SPC CO S     - 1,177,398.82  2,375,844.11   sFT  1.00001947   -1 18 48.1
 HL0628;UTM  13      - 4,113,027.280   265,387.597   MT  1.00027811   -1 35 42.6
 HL0628
 HL0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0628!SPC CO S     -   0.99968783  x   1.00001947  =   0.99970729
 HL0628!UTM  13      -   0.99968783  x   1.00027811  =   0.99996585
 HL0628
 HL0628|---------------------------------------------------------------------|
 HL0628| PID    Reference Object                     Distance      Geod. Az  |
 HL0628|                                                           dddmmss.s |
 HL0628| CM7480 IGNATIO RM 2                         14.201 METERS 09432     |
 HL0628| HL0631 IGNATIO INDIAN SCHOOL TANK          APPROX. 0.6 KM 1104502.2 |
 HL0628| HL0630 IGNATIO INDIAN SCHOOL STACK         APPROX. 0.8 KM 1215016.7 |
 HL0628| CM7479 IGNATIO RM 1                          7.882 METERS 35914     |
 HL0628|---------------------------------------------------------------------|
 HL0628
 HL0628                          SUPERSEDED SURVEY CONTROL
 HL0628
 HL0628  NAD 83(1986)-  37 08 03.17352(N)    107 38 28.31547(W) AD(       ) 1
 HL0628  NAD 27      -  37 08 03.15800(N)    107 38 26.09600(W) AD(       ) 1
 HL0628  NGVD 29 (07/19/86) 2008.2    (m)         6589.     (f) VERT ANG       
 HL0628
 HL0628.Superseded values are not recommended for survey control.
 HL0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0628.See file dsdata.txt to determine how the superseded data were derived.
 HL0628
 HL0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB6538813027(NAD 83)
 HL0628_MARKER: DS = TRIANGULATION STATION DISK
 HL0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0628
 HL0628  HISTORY     - Date     Condition        Report By
 HL0628  HISTORY     - 1936     MONUMENTED       CGS
 HL0628  HISTORY     - 1960     GOOD             CGS
 HL0628  HISTORY     - 1964     GOOD             CGS
 HL0628  HISTORY     - 1968     GOOD             USGS
 HL0628  HISTORY     - 1979     POOR             NGS
 HL0628
 HL0628                          STATION DESCRIPTION
 HL0628
 HL0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 HL0628'STATION IS ON THE W SIDE OF THE SECTION LINE ROAD BETWEEN SECS.
 HL0628'5 AND 6, T 33 N, R 7 W.  IT IS ABOUT 1.25 MILES N OF IGNATIO
 HL0628'POST OFFICE AND 0.25 MILE W OF THE INDIAN SCHOOL, WHICH IS
 HL0628'1.0 MILE N OF IGNATIO POST OFFICE.  IT IS ON A GENTLE RISE
 HL0628'ON THE W OF THE RIGHT-OF-WAY OF A GRADED N AND S SECTION LINE
 HL0628'ROAD AT POINT 7.5 FEET E OF W RIGHT-OF-WAY FENCE OF THE ABOVE
 HL0628'ROAD.  AND 431 FEET N OF THE CENTER OF A T-INTERSECTION OF
 HL0628'GRADED ROADS (STEM N).  THE MARK PROJECTS 4 INCHES.
 HL0628'
 HL0628'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HL0628'BRONZE DISKS SET IN CONCRETE, AS DESCRIBED.
 HL0628'
 HL0628'REFERENCE MARK NO. 1 IS N OF STATION.  IT IS 8 FEET E OF THE
 HL0628'W RIGHT-OF-WAY FENCE AND THE MARK PROJECTS 3 INCHES.
 HL0628'
 HL0628'REFERENCE MARK NO. 2 IS E OF STATION.  IT IS 2 FEET W OF THE
 HL0628'E RIGHT-OF-WAY FENCE.  THE MARK PROJECTS 4 INCHES.
 HL0628'
 HL0628'THE AZIMUTH MARK IS THE FINIAL ON THE WATER TANK AT THE
 HL0628'INDIAN SCHOOL 0.4 MILE TO THE ESE.  THE TANK HAS A BLACK TOP
 HL0628'WITH SILVERED BARREL AND FINIAL.  IT IS CENTRALLY LOCATED ON
 HL0628'THE INDIAN SCHOOL CAMPUS.
 HL0628'
 HL0628'THE STACK IS ON THE S PART OF THE ABOVE CAMPUS AND IS APPROXIMATELY
 HL0628'50 FEET HIGH.  IT IS SILVER COLORED WITH A BLACK TOP.
 HL0628'
 HL0628'STATION WAS REACHED FROM THE NW CORNER OF THE INDIAN SCHOOL
 HL0628'CAMPUS AT IGNATIO AT ROAD INTERSECTION BY DRIVING W UP HILL
 HL0628'0.25 TO A T-INTERSECTION (STEM N).  TURN RIGHT OR N AND GO
 HL0628'0.05 MILE TO CREST OF GRADE AND STATION ON THE LEFT.
 HL0628'
 HL0628'A 4-FOOT STAND CLEARED ALL LINES.
 HL0628
 HL0628                          STATION RECOVERY (1960)
 HL0628
 HL0628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (REA)
 HL0628'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE
 HL0628'STATION MONUMENT WAS CHIPPED ON ITS SIDE.  THE REFERENCE MARKS
 HL0628'WERE FOUND IN GOOD CONDITION.
 HL0628'
 HL0628'THE TO REACH IS ADEQUATE.
 HL0628
 HL0628                          STATION RECOVERY (1964)
 HL0628
 HL0628'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JJC)
 HL0628'THE STATION WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN
 HL0628'GOOD CONDITION.
 HL0628
 HL0628                          STATION RECOVERY (1968)
 HL0628
 HL0628'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JTD)
 HL0628'FOUND AS DESCRIBED.
 HL0628'
 HL0628'STATION MARK--STANDARD USC AND GS DISK, SET IN CONCRETE POST,
 HL0628'PROJECTING 4 IN. ABOVE GROUND, STAMPED ---IGNATIO 1936---.
 HL0628
 HL0628                          STATION RECOVERY (1979)
 HL0628
 HL0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (MWJ)
 HL0628'RECOVERED AS DESCRIBED.
 HL0628'
 HL0628'THE STATION HAS BEEN DISTURBED, APPARENTLY BEING HIT BY A GRADER
 HL0628'DURING ROAD WIDENING OPERATIONS.  THE NORTHEAST CORNER OF THE
 HL0628'MONUMENT HAS BEEN CHIPPED OFF AND THE MONUMENT ON THE EAST SIDE IS
 HL0628'ABOUT 2 FEET ABOVE GROUND.  RM 1 AND 2 WERE RECOVERED AS DESCRIBED IN
 HL0628'GOOD CONDITION.
 HL0628'
 HL0628'THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 HL0628'
 HL0628'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE NORTH
 HL0628'OF IGNATIO POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD9248 ***********************************************************************
 AD9248  DESIGNATION -  IGNATIO AZ MK
 AD9248  PID         -  AD9248
 AD9248  STATE/COUNTY-  CO/LA PLATA
 AD9248  USGS QUAD   -  GEM VILLAGE (1968)
 AD9248
 AD9248                         *CURRENT SURVEY CONTROL
 AD9248  ___________________________________________________________________
 AD9248* NAD 83(1992)-  37 08 14.81406(N)    107 38 28.73904(W)     ADJUSTED  
 AD9248* NAVD 88     -      2012.6    (meters)    6603.     (feet)  GPS OBS   
 AD9248  ___________________________________________________________________
 AD9248  X           -  -1,543,284.480 (meters)                     COMP
 AD9248  Y           -  -4,852,904.512 (meters)                     COMP
 AD9248  Z           -   3,830,767.707 (meters)                     COMP
 AD9248  LAPLACE CORR-           2.70  (seconds)                    DEFLEC99
 AD9248  ELLIP HEIGHT-        1993.09  (meters)          (12/03/02) GPS OBS
 AD9248  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 AD9248
 AD9248  HORZ ORDER  -  FIRST
 AD9248  ELLP ORDER  -  FOURTH    CLASS II
 AD9248
 AD9248.The horizontal coordinates were established by GPS observations
 AD9248.and adjusted by the National Geodetic Survey in July 1997..
 AD9248
 AD9248.The orthometric height was determined by GPS observations and a
 AD9248.high-resolution geoid model.
 AD9248
 AD9248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9248
 AD9248.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9248
 AD9248.The ellipsoidal height was determined by GPS observations
 AD9248.and is referenced to NAD 83.
 AD9248
 AD9248.The geoid height was determined by GEOID03.
 AD9248
 AD9248;                    North         East     Units Scale Factor Converg.
 AD9248;SPC CO S     -   359,230.804   724,156.396   MT  1.00001879   -1 18 48.4
 AD9248;SPC CO S     - 1,178,576.40  2,375,836.44   sFT  1.00001879   -1 18 48.4
 AD9248;UTM  13      - 4,113,386.305   265,387.026   MT  1.00027811   -1 35 43.3
 AD9248
 AD9248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9248!SPC CO S     -   0.99968732  x   1.00001879  =   0.99970611
 AD9248!UTM  13      -   0.99968732  x   1.00027811  =   0.99996535
 AD9248
 AD9248|---------------------------------------------------------------------|
 AD9248| PID    Reference Object                     Distance      Geod. Az  |
 AD9248|                                                           dddmmss.s |
 AD9248| AD9247 IGNATIO RESET                       358.997 METERS 17816     |
 AD9248|---------------------------------------------------------------------|
 AD9248
 AD9248                          SUPERSEDED SURVEY CONTROL
 AD9248
 AD9248  ELLIP H (07/06/97) 1993.08   (m)                       GP(       ) 3 1
 AD9248
 AD9248.Superseded values are not recommended for survey control.
 AD9248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9248.See file dsdata.txt to determine how the superseded data were derived.
 AD9248
 AD9248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB6538713386(NAD 83)
 AD9248_MARKER: DZ = AZIMUTH MARK DISK
 AD9248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9248_STAMPING: IGNATIO 1936 NO 1 1984
 AD9248_MARK LOGO: NGS   
 AD9248_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD9248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9248+STABILITY: SURFACE MOTION
 AD9248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9248+SATELLITE: SATELLITE OBSERVATIONS - 1984
 AD9248
 AD9248  HISTORY     - Date     Condition        Report By
 AD9248  HISTORY     - 1984     MONUMENTED       NGS
 AD9248  HISTORY     - 19840930 GOOD             NGS
 AD9248
 AD9248                          STATION DESCRIPTION
 AD9248
 AD9248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 AD9248'THE MARK WAS SET IN 1984 AS PART OF A MARK MAINTENANCE PROJECT  THE
 AD9248'STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST-SOUTHEAST OF THE
 AD9248'DURANGO-LA PLATA AIRPORT, 0.8 MI (1.3 KM) NORTHWEST OF THE LOS PINOS
 AD9248'RIVER, 0.5 MI (0.8 KM) NORTHWEST OF THE SOUTHERN UTE AGANCY, IN THE
 AD9248'NORTHEAST 1/4 OF SECTION 6, T 33 N, R 7 W.  OWNERSHIP--LA PLATA COUNTY
 AD9248'ROAD RIGHT-OF-WAY  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AD9248'HIGHWAY 172, COUNTY ROAD 517 AND COUNTY ROAD 314 AT THE NORTHERN EDGE
 AD9248'OF IGNACIO, GO WEST ON COUNTY ROAD 314 FOR 0.25 MI (0.40 KM) TO A SIDE
 AD9248'ROAD RIGHT.  TURN RIGHT, NORTH, FOR 0.1 MI (0.2 KM) TO THE STATION ON
 AD9248'THE LEFT, HALF WAY UP A CUT BANK.  CONTINUE AHEAD, NORTH, FOR 0.2 MI
 AD9248'(0.3 KM) TO THE AZIMUTH MARK ON THE LEFT  THE AZIMUTH MARK IS A
 AD9248'STANDARD DISK SET IN A CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 AD9248'41.5 FT (12.6 M) SOUTH OF THE EXTENDED CENTER OF A PAVED ROAD GOING
 AD9248'EAST, 23.0 FT (7.0 M) WEST OF THE CENTER OF THE DIRT ROAD, 3.6 FT (1.1
 AD9248'M) EAST OF A POWER POLE, 2.7 FT (0.8 M) NORTH OF A WITNESS POST AND
 AD9248'1.1 FT (0.3 M) EAST OF A FENCE.
 AD9248
 AD9248                          STATION RECOVERY (1984)
 AD9248
 AD9248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AD9248'THE STATION IS LOCATED 1.6 KM (1.00 MI) NORTHWEST OF THE SOUTHERN UTE
 AD9248'INDIAN HEADQUARTERS JUST NORTH OF THE TOWN OF IGNACIO COLORADO ON
 AD9248'COUNTY ROAD RIGHT-OF-WAY.  TO REACH THE STATION FROM THE NORTHERN
 AD9248'ENTRANCE TO THESKY UTE LODGEAND COLORADO STATE HIGHWAY 172 GO NORTH ON
 AD9248'STATE HIGHWAY 172 FOR 0.5 KM (0.30 MI) TO A SIDE ROAD LEFT LA PLATA
 AD9248'COUNTY ROAD 314.  TURN LEFT WEST UPHILL FOR 0.4 KM (0.25 MI) TO A
 AD9248'SECTION LINE ROAD SIDE ROAD RIGHT.  TURN RIGHT NORTH FOR 0.5 KM (0.30
 AD9248'MI) TO THE STATION ON THE LEFT.
 AD9248' 
 AD9248'THE STATION IS A STANDARD NGS DISK STAMPED--IGNATIO 1936 NO 1 1984--,
 AD9248'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 IN ((30 CM)) IN
 AD9248'DIAMETER AND FLUSH WITH THE GROUND. IT IS 0.9 M (3.0 FT) NORTH FROM A
 AD9248'WITNESS POST 0.5 M (1.6 FT) EAST FROM THE WESTERN RIGHT-OF-WAY FENCE
 AD9248'AND 0.2 M (0.7 FT) ABOVE THE ROAD.  IT IS 17.4 M (57.1 FT) WEST FROM
 AD9248'THE POWER POLE ON THE EASTSIDE OF THE ROAD 17.1 M (56.1 FT) SOUTHWEST
 AD9248'FROM THE INTERSECTION OF A T-ROAD 7.3 M (24.0 FT) WEST FROM THE CENTER
 AD9248'OF THE DIRT ROAD AND 1.2 M (3.9 FT) EAST FROM A GUY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0630 ***********************************************************************
 HL0630  DESIGNATION -  IGNATIO INDIAN SCHOOL STACK
 HL0630  PID         -  HL0630
 HL0630  STATE/COUNTY-  CO/LA PLATA
 HL0630  USGS QUAD   -  GEM VILLAGE (1968)
 HL0630
 HL0630                         *CURRENT SURVEY CONTROL
 HL0630  ___________________________________________________________________
 HL0630* NAD 83(1992)-  37 07 49.97588(N)    107 38 01.76220(W)     ADJUSTED  
 HL0630* NAVD 88     -                                                        
 HL0630  ___________________________________________________________________
 HL0630  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 HL0630  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 HL0630
 HL0630  HORZ ORDER  -  THIRD
 HL0630
 HL0630.The horizontal coordinates were established by classical geodetic methods
 HL0630.and adjusted by the National Geodetic Survey in January 1993..
 HL0630
 HL0630
 HL0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0630
 HL0630.The geoid height was determined by GEOID03.
 HL0630
 HL0630;                    North         East     Units Scale Factor Converg.
 HL0630;SPC CO S     -   358,450.047   724,804.556   MT  1.00002025   -1 18 31.8
 HL0630;SPC CO S     - 1,176,014.86  2,377,962.95   sFT  1.00002025   -1 18 31.8
 HL0630;UTM  13      - 4,112,602.168   266,031.504   MT  1.00027439   -1 35 26.1
 HL0630
 HL0630                          SUPERSEDED SURVEY CONTROL
 HL0630
 HL0630  NAD 83(1986)-  37 07 49.97008(N)    107 38 01.76711(W) AD(       ) 4
 HL0630  NAD 27      -  37 07 49.95500(N)    107 37 59.54900(W) AD(       ) 3
 HL0630
 HL0630.Superseded values are not recommended for survey control.
 HL0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0630.See file dsdata.txt to determine how the superseded data were derived.
 HL0630
 HL0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB6603212602(NAD 83)
 HL0630_MARKER: 63 = STACK
 HL0630
 HL0630  HISTORY     - Date     Condition        Report By
 HL0630  HISTORY     - 1936     FIRST OBSERVED   CGS
 HL0630
 HL0630                          STATION DESCRIPTION
 HL0630
 HL0630'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0631 ***********************************************************************
 HL0631  DESIGNATION -  IGNATIO INDIAN SCHOOL TANK
 HL0631  PID         -  HL0631
 HL0631  STATE/COUNTY-  CO/LA PLATA
 HL0631  USGS QUAD   -  GEM VILLAGE (1968)
 HL0631
 HL0631                         *CURRENT SURVEY CONTROL
 HL0631  ___________________________________________________________________
 HL0631* NAD 83(1992)-  37 07 56.14055(N)    107 38 05.12026(W)     ADJUSTED  
 HL0631* NAVD 88     -                                                        
 HL0631  ___________________________________________________________________
 HL0631  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 HL0631  GEOID HEIGHT-         -19.57  (meters)                     GEOID03
 HL0631
 HL0631  HORZ ORDER  -  THIRD
 HL0631
 HL0631.The horizontal coordinates were established by classical geodetic methods
 HL0631.and adjusted by the National Geodetic Survey in January 1993..
 HL0631
 HL0631
 HL0631.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0631
 HL0631.The geoid height was determined by GEOID03.
 HL0631
 HL0631;                    North         East     Units Scale Factor Converg.
 HL0631;SPC CO S     -   358,641.938   724,726.031   MT  1.00001988   -1 18 33.9
 HL0631;SPC CO S     - 1,176,644.42  2,377,705.32   sFT  1.00001988   -1 18 33.9
 HL0631;UTM  13      - 4,112,794.492   265,953.904   MT  1.00027484   -1 35 28.4
 HL0631
 HL0631                          SUPERSEDED SURVEY CONTROL
 HL0631
 HL0631  NAD 83(1986)-  37 07 56.13490(N)    107 38 05.12518(W) AD(       ) 4
 HL0631  NAD 27      -  37 07 56.11900(N)    107 38 02.90600(W) AD(       ) 3
 HL0631
 HL0631.Superseded values are not recommended for survey control.
 HL0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0631.See file dsdata.txt to determine how the superseded data were derived.
 HL0631
 HL0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB6595412794(NAD 83)
 HL0631_MARKER: 51 = TANK
 HL0631
 HL0631  HISTORY     - Date     Condition        Report By
 HL0631  HISTORY     - 1936     FIRST OBSERVED   CGS
 HL0631
 HL0631                          STATION DESCRIPTION
 HL0631
 HL0631'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AD9247 ***********************************************************************
 AD9247  DESIGNATION -  IGNATIO RESET
 AD9247  PID         -  AD9247
 AD9247  STATE/COUNTY-  CO/LA PLATA
 AD9247  USGS QUAD   -  GEM VILLAGE (1968)
 AD9247
 AD9247                         *CURRENT SURVEY CONTROL
 AD9247  ___________________________________________________________________
 AD9247* NAD 83(1992)-  37 08 03.17416(N)    107 38 28.29883(W)     ADJUSTED  
 AD9247* NAVD 88     -      2008.7    (meters)    6590.     (feet)  GPS OBS   
 AD9247  ___________________________________________________________________
 AD9247  X           -  -1,543,338.854 (meters)                     COMP
 AD9247  Y           -  -4,853,111.357 (meters)                     COMP
 AD9247  Z           -   3,830,479.205 (meters)                     COMP
 AD9247  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 AD9247  ELLIP HEIGHT-        1989.20  (meters)          (12/03/02) GPS OBS
 AD9247  GEOID HEIGHT-         -19.57  (meters)                     GEOID03
 AD9247
 AD9247  HORZ ORDER  -  FIRST
 AD9247  ELLP ORDER  -  FOURTH    CLASS II
 AD9247
 AD9247.The horizontal coordinates were established by GPS observations
 AD9247.and adjusted by the National Geodetic Survey in July 1997..
 AD9247
 AD9247.The orthometric height was determined by GPS observations and a
 AD9247.high-resolution geoid model.
 AD9247
 AD9247.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9247
 AD9247.The Laplace correction was computed from DEFLEC99 derived deflections.
 AD9247
 AD9247.The ellipsoidal height was determined by GPS observations
 AD9247.and is referenced to NAD 83.
 AD9247
 AD9247.The geoid height was determined by GEOID03.
 AD9247
 AD9247;                    North         East     Units Scale Factor Converg.
 AD9247;SPC CO S     -   358,871.810   724,159.033   MT  1.00001947   -1 18 48.1
 AD9247;SPC CO S     - 1,177,398.60  2,375,845.09   sFT  1.00001947   -1 18 48.1
 AD9247;UTM  13      - 4,113,027.209   265,387.898   MT  1.00027811   -1 35 42.6
 AD9247
 AD9247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9247!SPC CO S     -   0.99968793  x   1.00001947  =   0.99970740
 AD9247!UTM  13      -   0.99968793  x   1.00027811  =   0.99996596
 AD9247
 AD9247|---------------------------------------------------------------------|
 AD9247| PID    Reference Object                     Distance      Geod. Az  |
 AD9247|                                                           dddmmss.s |
 AD9247| AD9248 IGNATIO AZ MK                       358.997 METERS 35816     |
 AD9247|---------------------------------------------------------------------|
 AD9247
 AD9247                          SUPERSEDED SURVEY CONTROL
 AD9247
 AD9247  ELLIP H (07/06/97) 1989.19   (m)                       GP(       ) 3 1
 AD9247
 AD9247.Superseded values are not recommended for survey control.
 AD9247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9247.See file dsdata.txt to determine how the superseded data were derived.
 AD9247
 AD9247_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB6538813027(NAD 83)
 AD9247_MARKER: DH = HORIZONTAL CONTROL DISK
 AD9247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD9247_STAMPING: IGNATIO 1936 1984
 AD9247_MARK LOGO: NGS   
 AD9247_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD9247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD9247+STABILITY: SURFACE MOTION
 AD9247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9247+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1992
 AD9247
 AD9247  HISTORY     - Date     Condition        Report By
 AD9247  HISTORY     - 1984     MONUMENTED       NGS
 AD9247  HISTORY     - 19920723 GOOD             NGS
 AD9247
 AD9247                          STATION DESCRIPTION
 AD9247
 AD9247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 AD9247'THE UNDERGROUND MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 AD9247'CONDITION.  DUE TO ROAD WORK THE OTHER MARKS WERE PROBABLY DESTROYED.
 AD9247'THE TWO INTERSECTION STATIONS TURNED TO IN 1936 WERE NOT RECOVERED.  A
 AD9247'NEW STATION MARK RESET UNDERGROUND MARK REFERENCE MARK 3 AND AN
 AD9247'AZIMUTH MARK WERE SET AT THIS TIME.  A DISTANCE CHECK WAS MADE BETWEEN
 AD9247'REFERENCE MARK 2 AND THE STATION MARK WHICH AGREED WELL BUT THE ANGLE
 AD9247'BETWEEN STATION LA BOCAAND REFERENCE MARK 2 WAS ALMOST 3 MINUTES OFF.
 AD9247'NO OTHER CHECKS WERE POSSIBLE AT THIS TIME.  A COMPLETELY NEW
 AD9247'DESCRIPTION IS GIVEN.
 AD9247' 
 AD9247'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTHWEST OF THE
 AD9247'SOUTHERN UTE INDIAN HEADQUARTERS JUST NORTH OF THE TOWN OF IGNACIO ON
 AD9247'COUNTY ROAD RIGHT OF WAY.  THE LAND ADJACENT IS PART OF THE SOUTHERN
 AD9247'UTE INDIAN RESERVATION. CONTACT MR.  BYRON J RED CHIEF, NATURAL
 AD9247'RESOURCES TRIBAL AFFAIRS BLDG P.O.  BOX 737 IGNACIO, COLORADO 81137.
 AD9247' 
 AD9247'TO REACH THE STATION FROM THE NORTHERN ENTRANCE TO THESKY UTE LODGEAND
 AD9247'COLORADO STATE HIGHWAY 172 GO NORTH ON STATE HIGHWAY 172 FOR 0.5 KM
 AD9247'(0.30 MI) TO A SIDE ROAD LEFT LA PATA COUNTY ROAD 314.  TURN LEFT WEST
 AD9247'UPHILL FOR 0.4 KM (0.25 MI) TO A SECTION LINE ROAD SIDE ROAD RIGHT.
 AD9247'TURN RIGHT NORTH FOR 0.2 KM (0.10 MI) TO THE STATION ON THE LEFT.
 AD9247' 
 AD9247'THE STATION IS A STANDARD NGS DISK STAMPED--IGNATIO 1936 1984--, SET
 AD9247'INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES (30 CM) IN
 AD9247'DIAMETER RECESSED 1 INCH (2 CM) BELOW THE GROUND.  THE MARK IS 0.9 M
 AD9247'(3.0 FT) BELOW THE ROAD CUT AND LEVEL WITH THE ROAD.  LOCATED 21.3
 AD9247'METERS (69.9 FT) EAST FROM THE NORTHEAST CORNER OF A 2 STORY WOOD
 AD9247'HOUSE.  15.8 METERS (51.8 FT) EAST-SOUTHEAST FROM A POWER POLE WITH
 AD9247'TRANSFORMER ON THE EASTSIDE OF ROAD.  7.9 METERS (25.9 FT) NORTHEAST
 AD9247'FROM A POWER POLE WITH METER ON THE WESTSIDE OF THE ROAD.  6.7 METERS
 AD9247'(22.0 FT) WEST FROM THE CENTER OF THE ROAD AND 1.2 METER (3.9 FT)
 AD9247'NORTH FROM A WITNESS POST WITH SIGN. THE UNDERGROUND MARK IS A
 AD9247' 
 AD9247'STANDARD NGS DISK STAMPED--IGNATIO 1936 1984--, IN AN IRREGULAR MASS
 AD9247'OF CONCRETE 3.5 FEET (1.1 M) BELOW THE SURFACE.
 AD9247'REFERENCE MARK 2 IS A STANDARD CGS DISK STAMPED--IGNATIO NO 2 1936--,
 AD9247'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES ((30 CM)) IN
 AD9247'DIAMETER ON SIDE PROJECTING 3 INCHES (7 CM) ABOVE THE GROUND.  LOCATED
 AD9247'7.6 METERS (24.9 FT) EAST FROM THE CENTER OF THE ROAD.  3.4 METER
 AD9247'(11.2 FT) NORTH-NORTHWEST FROM A POWER POLE WITH A TRANSFORMER.  3.4
 AD9247'METERS (11.2 FT) NORTH NORTHEAST FROM AN UNDERGROUND PHOHNE LINE BOX.
 AD9247'0.5 WEST FROM THE EASTERN RIGHT OF WAY FENCE AND 3 FEET (0.9 M) HIGHER
 AD9247'THAN THE STATION.
 AD9247' 
 AD9247'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--IGNATIO 1936 NO
 AD9247'1984--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES
 AD9247'(30 CM) IN DIAMETER FLUSH WITH GROUND. LOCATED 22.9 METERS (75.1 FT)
 AD9247'SOUTH FROM A FENCE CORNER.  8.2 METERS (26.9 FT) WEST FROM THE CENTER
 AD9247'OF THE ROAD.  0.9 METER (3.0 FT) EAST FROM THE WESTERN RIGHT OF WAY
 AD9247'FENCE POST AND 1 FOOT (0.3 M) HIGHER THAN THE STATION.
 AD9247' 
 AD9247'AZIMUTH NO 1 IS A STANDARD NGS DISK STAMPED--IGNATIO 1936 NO 1 1984--,
 AD9247'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 IN IN DIAMETER AND
 AD9247'FLUSH WITH THE GROUND.  IT IS 0.9 M (3.0 FT) NORTH FROM A WITNESS POST
 AD9247'0.5 M (1.6 FT) EAST FROM THE WESTERN RIGHT-OF-WAY FENCE AND 0.2 M
 AD9247'(0.7 FT) ABOVE THE ROAD.  IT IS 17.4 M (57.1 FT) WEST FROM THE POWER
 AD9247'POLE ON THE EASTSIDE OF THE ROAD 17.1 M (56.1 FT) SOUTHWEST FROM THE
 AD9247'INTERSECTION OF A T-ROAD 7.3 M (24.0 FT) WEST FROM THE CENTER OF THE
 AD9247'DIRT ROAD AND 1.2 M (3.9 FT) EAST FROM A GUY POLE. TO REACH THE
 AD9247'STATION FROM THE NORTHERN ENTRANCE TO THE SKY UTE LODGE AND COLORADO
 AD9247'STATE HIGHWAY 172 GO NORTH ON STATE HIGHWAY 172 FOR 0.5 KM (0.30 MI)
 AD9247'TO A SIDE ROAD LEFT LA PLATA COUNTY ROAD 314.  TURN LEFT WEST UPHILL
 AD9247'FOR 0.4 KM (0.25 MI) TO A SECTION LINE ROAD SIDE ROAD RIGHT.  TURN
 AD9247'RIGHT NORTH FOR 0.5 KM (0.30 MI) TO THE STATION ON THE LEFT.
 AD9247
 AD9247                          STATION RECOVERY (1992)
 AD9247
 AD9247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RSC)
 AD9247'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST-SOUTHEAST OF THE
 AD9247'DURANGO-LA PLATA AIRPORT, 0.65 MI (1.05 KM) NORTHWEST OF THE LOS PINOS
 AD9247'RIVER, 0.3 MI (0.5 KM) NORTHWEST OF THE SOUTHERN UTE AGENCY, IN THE
 AD9247'NORTHEAST 1/4 OF SECTION 6, T 33 N, R 7 W.  OWNERSHIP--LA PLATA COUNTY
 AD9247'ROAD RIGHT-OF-WAY.  NOTE-- A TALL TRIPOD SETUP IS NEEDED TO GET ABOVE
 AD9247'A LOW WIRE FENCE  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AD9247'HIGHWAY 172, COUNTY ROAD 517 AND COUNTY ROAD 314 AT THE NORTHERN EDGE
 AD9247'OF IGNACIO, GO WEST ON COUNTY ROAD 314 FOR 0.25 MI (0.40 KM) TO A SIDE
 AD9247'ROAD RIGHT.  TURN RIGHT, NORTH, FOR 0.1 MI (0.2 KM) TO THE STATION ON
 AD9247'THE LEFT, HALF WAY UP A CUTBANK  THE STATION IS A STANDARD DISK SET IN
 AD9247'A CONCRETE POST.  IT IS 17.6 FT (5.4 M) WEST OF THE CENTER OF THE
 AD9247'ROAD, 4.7 FT (1.4 M) EAST OF A WIRE FENCE, 2.5 FT (0.8 M) NORTH OF A
 AD9247'WITNESS POST AND ABOUT 1 FT (0.3 M) ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0722 ***********************************************************************
 KL0722  DESIGNATION -  IH AND I
 KL0722  PID         -  KL0722
 KL0722  STATE/COUNTY-  CO/GARFIELD
 KL0722  USGS QUAD   -  SILT (1987)
 KL0722
 KL0722                         *CURRENT SURVEY CONTROL
 KL0722  ___________________________________________________________________
 KL0722* NAD 83(1992)-  39 36 57.27909(N)    107 43 41.80317(W)     ADJUSTED  
 KL0722* NAVD 88     -      2380.0    (meters)    7808.     (feet)  VERTCON   
 KL0722  ___________________________________________________________________
 KL0722  LAPLACE CORR-           6.65  (seconds)                    DEFLEC99
 KL0722  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 KL0722
 KL0722  HORZ ORDER  -  THIRD
 KL0722
 KL0722.The horizontal coordinates were established by classical geodetic methods
 KL0722.and adjusted by the National Geodetic Survey in January 1993..
 KL0722
 KL0722.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0722
 KL0722.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0722
 KL0722.The geoid height was determined by GEOID03.
 KL0722
 KL0722;                    North         East     Units Scale Factor Converg.
 KL0722;SPC CO C     -   505,030.919   723,082.439   MT  0.99997623   -1 24 19.3
 KL0722;SPC CO C     - 1,656,922.27  2,372,312.97   sFT  0.99997623   -1 24 19.3
 KL0722;UTM  13      - 4,388,685.469   265,798.679   MT  1.00027535   -1 44 25.6
 KL0722
 KL0722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0722!SPC CO C     -   0.99962919  x   0.99997623  =   0.99960543
 KL0722!UTM  13      -   0.99962919  x   1.00027535  =   0.99990444
 KL0722
 KL0722:                Primary Azimuth Mark                     Grid Az
 KL0722:SPC CO C     -  LOVER                                    186 46 16.1
 KL0722:UTM  13      -  LOVER                                    187 06 22.4
 KL0722
 KL0722|---------------------------------------------------------------------|
 KL0722| PID    Reference Object                     Distance      Geod. Az  |
 KL0722|                                                           dddmmss.s |
 KL0722| KL0724 LOVER                               APPROX.11.2 KM 1852156.8 |
 KL0722|---------------------------------------------------------------------|
 KL0722
 KL0722                          SUPERSEDED SURVEY CONTROL
 KL0722
 KL0722  NAD 83(1986)-  39 36 57.27281(N)    107 43 41.79508(W) AD(       ) 3
 KL0722  NAD 27      -  39 36 57.34609(N)    107 43 39.57131(W) AD(       ) 3
 KL0722  NGVD 29 (07/19/86) 2378.7    (m)         7804.     (f) VERT ANG       
 KL0722
 KL0722.Superseded values are not recommended for survey control.
 KL0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0722.See file dsdata.txt to determine how the superseded data were derived.
 KL0722
 KL0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD6579988685(NAD 83)
 KL0722_MARKER: DD = SURVEY DISK
 KL0722_SETTING: 66 = SET IN ROCK OUTCROP
 KL0722_SP_SET: SET IN ROCK OUTCROP
 KL0722_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0722+STABILITY: POSITION/ELEVATION WELL
 KL0722
 KL0722  HISTORY     - Date     Condition        Report By
 KL0722  HISTORY     - 1945     MONUMENTED       USGS
 KL0722  HISTORY     - 1960     GOOD             USGS
 KL0722
 KL0722                          STATION DESCRIPTION
 KL0722
 KL0722'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (SEC)
 KL0722'STATION AND REFERENCE MARK RECOVERED AS DESCRIBED IN GOOD CONDITION,
 KL0722'BY S. E. CLEAVER (USGS), 1960.  STATION IS AN OLD GEOLOGICAL SURVEY
 KL0722'STATION SET IN 1945.
 KL0722'
 KL0722'STATION IS LOCATED ABOUT 3 MI. E. AND 7 MI. N. OF TOWN OF RIFLE,
 KL0722'COLORADO, ON THE HIGH POINT OF A BRUSH COVERED HILL OVERLOOKING THE
 KL0722'HAAS COAL MINE.  TO REACH STATION FROM POST OFFICE IN TOWN OF RIFLE,
 KL0722'FOLLOW COLORADO STATE HIGHWAY 13 N. FOR 3.1 MI.  TURN RIGHT ONTO
 KL0722'RIFLE CREEK ROAD AND PROCEED ALONG THIS RD. FOR 1.4 MI.  TURN RIGHT
 KL0722'AGAIN AND FOLLOW THIS RD. 3.6 MI. TO HAAS COAL MINE.  FROM THIS POINT
 KL0722'CLIMB ESE. OVER SMALL RIDGE AND THEN UP LARGE SAGE BRUSH COVERED SLOPE
 KL0722'TO TOP AND STATION.
 KL0722'
 KL0722'STATION MARK--STANDARD TABLET, CEMENTED IN ROCK, STAMPED ---I.H. AND
 KL0722'I. 1945---.
 KL0722'
 KL0722'REFERENCE MARK--STANDARD TABLET, SET IN BOULDER, 146.3 FT. NE. OF
 KL0722'STATION IN SECOND SMALL TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5130 ***********************************************************************
 AC5130  DESIGNATION -  IL RANCH
 AC5130  PID         -  AC5130
 AC5130  STATE/COUNTY-  CO/PUEBLO
 AC5130  USGS QUAD   -  NORTH AVONDALE (1982)
 AC5130
 AC5130                         *CURRENT SURVEY CONTROL
 AC5130  ___________________________________________________________________
 AC5130* NAD 83(1992)-  38 20 32.17472(N)    104 16 35.53103(W)     ADJUSTED  
 AC5130* NAVD 88     -      1443.2    (meters)    4735.     (feet)  GPS OBS   
 AC5130  ___________________________________________________________________
 AC5130  X           -  -1,235,493.117 (meters)                     COMP
 AC5130  Y           -  -4,855,339.142 (meters)                     COMP
 AC5130  Z           -   3,936,194.822 (meters)                     COMP
 AC5130  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 AC5130  ELLIP HEIGHT-        1423.09  (meters)          (12/03/02) GPS OBS
 AC5130  GEOID HEIGHT-         -20.15  (meters)                     GEOID03
 AC5130
 AC5130  HORZ ORDER  -  FIRST
 AC5130  ELLP ORDER  -  FOURTH    CLASS II
 AC5130
 AC5130.The horizontal coordinates were established by GPS observations
 AC5130.and adjusted by the National Geodetic Survey in January 1997..
 AC5130
 AC5130.The orthometric height was determined by GPS observations and a
 AC5130.high-resolution geoid model.
 AC5130
 AC5130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5130
 AC5130.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5130
 AC5130.The ellipsoidal height was determined by GPS observations
 AC5130.and is referenced to NAD 83.
 AC5130
 AC5130.The geoid height was determined by GEOID03.
 AC5130
 AC5130;                    North         East     Units Scale Factor Converg.
 AC5130;SPC CO S     -   491,471.032 1,021,355.580   MT  0.99998465   +0 45 01.6
 AC5130;SPC CO S     - 1,612,434.54  3,350,897.43   sFT  0.99998465   +0 45 01.6
 AC5130;UTM  13      - 4,244,039.402   563,222.210   MT  0.99964922   +0 26 55.8
 AC5130
 AC5130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5130!SPC CO S     -   0.99977676  x   0.99998465  =   0.99976141
 AC5130!UTM  13      -   0.99977676  x   0.99964922  =   0.99942605
 AC5130
 AC5130                          SUPERSEDED SURVEY CONTROL
 AC5130
 AC5130  ELLIP H (01/17/97) 1423.09   (m)                       GP(       ) 1 1
 AC5130
 AC5130.Superseded values are not recommended for survey control.
 AC5130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5130.See file dsdata.txt to determine how the superseded data were derived.
 AC5130
 AC5130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6322244039(NAD 83)
 AC5130_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5130_STAMPING: IL RANCH 1995
 AC5130_MARK LOGO: NGS   
 AC5130_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC5130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5130+STABILITY: SURFACE MOTION
 AC5130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5130+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5130
 AC5130  HISTORY     - Date     Condition        Report By
 AC5130  HISTORY     - 1995     MONUMENTED       CO-101
 AC5130
 AC5130                          STATION DESCRIPTION
 AC5130
 AC5130'DESCRIBED BY PUEBLO COUNTY COLORADO 1995 (KCH)
 AC5130'THE STATION IS LOCATED IN NORTHEASTERN PUEBLO COUNTY 18.1 MI (29.1 KM)
 AC5130'EAST-NORTHEAST OF PUEBLO, 6.3 MI (10.1 KM) NORTH-NORTHWEST OF BOONE,
 AC5130'6.2 MI (10.0 KM) SOUTH OF THE ENTRANCE TO THE TRANSPORTATION
 AC5130'TECHNOLOGY CENTER, 12.4 MI (20.0 KM) SOUTH OF THE PUEBLO-EL PASO
 AC5130'COUNTY LINE, 1.3 MI (2.1 KM) SOUTH OF THE ENTRANCE TO THE RANCH FROM
 AC5130'IL RANCH ROAD, JUST OUTSIDE THE EAST BOUNDARY OF THE PUEBLO DEPOT
 AC5130'ACTIVITY AND ON THE RANGELINE BETWEEN SECTIONS 12 AND 6 OF T20S R62W
 AC5130'AND T20S R61W RESPECTIVELY. OWNERSHIP--PUEBLO COUNTY RIGHT-OF-WAY. TO
 AC5130'REACH THE STATION FROM THE INTERSECTION OF STATE HWY 96 AND BAKER
 AC5130'STREET IN BOONE, GO 1.0 MI (1.6 KM) WEST ON STATE HWY 96 TO A SIDE
 AC5130'ROAD RIGHT, IL RANCH ROAD, AT MILE MARKER 74.7.  TURN RIGHT, NORTH,
 AC5130'OVER A SET OF RAILROAD TRACKS ON IL RANCH ROAD FOR 4.9 MI (7.9 KM) TO
 AC5130'THE CROSSING OF AN INTERMITTENT STREAM.  CONTINUE AHEAD NORTH 1.2 MI
 AC5130'(1.9 KM) TO A SIDE ROAD RIGHT, AN UN-NAMED RANCH ROAD WITH A LOCKED
 AC5130'STEEL-TUBE GATE.  THE MARKER IS AT THE RIGHT, EAST EDGE OF THE
 AC5130'RIGHT-OF-WAY, OFFSET TO THE WEST FROM THE NORTH END OF THE GATE. THE
 AC5130'MARKER IS A STANDARD NGS BRASS HORIZONTAL CONTROL DISK SET INTO A
 AC5130'CYLANDRICAL MASS OF CONCRETE 1.5 FT (0.5 M) IN DIAMETER, 5.0 FEET (1.5
 AC5130'M) IN DEPTH AND FINISHED FLUSH WITH THE GROUND.  IT IS 8.8 M (28.9 FT)
 AC5130'EAST OF THE CENTER OF IL RANCH ROAD, 1.0 M (3.3 FT) WEST OF A
 AC5130'CARSONITE WITNESS POST, 1.1 M (3.6 FT) WEST OF A FENCE, 2.9 M (9.5 FT)
 AC5130'NORTH OF THE CENTER OF AN EAST-WEST RANCH ROAD, 35.5 M (116.5 FT)
 AC5130'SOUTHWEST OF A UTILITY POLE NUMBERED  45 , 2.0 M (6.6 FT) SOUTHEAST OF
 AC5130'THE NORTH END OF A CULVERT, 3.5 M (11.5 FT) NORTH-NORTHWEST OF THE
 AC5130'CENTER OF THE STEEL GATE, AND ABOUT 0.3 M (1.0 FT) ABOVE THE SURFACE
 AC5130'OF IL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0696 ***********************************************************************
 LM0696  DESIGNATION -  ILES
 LM0696  PID         -  LM0696
 LM0696  STATE/COUNTY-  CO/MOFFAT
 LM0696  USGS QUAD   -  MONUMENT BUTTE (1966)
 LM0696
 LM0696                         *CURRENT SURVEY CONTROL
 LM0696  ___________________________________________________________________
 LM0696* NAD 83(1992)-  40 21 05.00347(N)    107 43 12.44255(W)     ADJUSTED  
 LM0696* NAVD 88     -      2226.2    (meters)    7304.     (feet)  VERTCON   
 LM0696  ___________________________________________________________________
 LM0696  LAPLACE CORR-           7.54  (seconds)                    DEFLEC99
 LM0696  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 LM0696
 LM0696  HORZ ORDER  -  THIRD
 LM0696
 LM0696.The horizontal coordinates were established by classical geodetic methods
 LM0696.and adjusted by the National Geodetic Survey in January 1993..
 LM0696
 LM0696.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0696
 LM0696.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0696
 LM0696.The geoid height was determined by GEOID03.
 LM0696
 LM0696;                    North         East     Units Scale Factor Converg.
 LM0696;SPC CO N     -   420,197.368   725,819.880   MT  0.99995838   -1 26 04.2
 LM0696;SPC CO N     - 1,378,597.53  2,381,294.06   sFT  0.99995838   -1 26 04.2
 LM0696;UTM  13      - 4,470,311.166   268,991.477   MT  1.00025695   -1 45 43.1
 LM0696
 LM0696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0696!SPC CO N     -   0.99965320  x   0.99995838  =   0.99961159
 LM0696!UTM  13      -   0.99965320  x   1.00025695  =   0.99991006
 LM0696
 LM0696                          SUPERSEDED SURVEY CONTROL
 LM0696
 LM0696  NAD 83(1992)-  40 21 04.99833(N)    107 43 12.43732(W) AD(       ) 3
 LM0696  NGVD 29 (03/25/92) 2225.0    (m)         7300.     (f) VERT ANG       
 LM0696
 LM0696.Superseded values are not recommended for survey control.
 LM0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0696.See file dsdata.txt to determine how the superseded data were derived.
 LM0696
 LM0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE6899170311(NAD 83)
 LM0696_MARKER: DD = SURVEY DISK
 LM0696_SETTING: 80 = SET IN A BOULDER
 LM0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0696+STABILITY: SURFACE MOTION
 LM0696
 LM0696  HISTORY     - Date     Condition        Report By
 LM0696  HISTORY     - 1962     MONUMENTED       USGS
 LM0696
 LM0696                          STATION DESCRIPTION
 LM0696
 LM0696'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LM0696'STATION LOCATED ON HIGH POINT NEAR W. END OF ILES MOUNTAIN
 LM0696'APPROXIMATELY 6.0 MI. NE. OF AXIAL AND 14.5 MI. (AIRLINE) SW. OF
 LM0696'CRAIG.
 LM0696'
 LM0696'TO REACH STATION, FOLLOW STATE HIGHWAY 13 S. FROM CRAIG 23.1 MI. TO
 LM0696'TRACK RD. N.  TURN N. THROUGH GATE INTO WILSON RANCH PROPERTY AND
 LM0696'FOLLOW TRACK RD. 2.0 MI. ALONG MILK RIVER TO LARGE DRAIN FROM E.
 LM0696'TURN RIGHT FOLLOWING TRACK RD. AND GO E. APPROXIMATELY 4.0 MI. TO
 LM0696'SADDLE.  AT SADDLE TURN S. AND FOLLOW DIM TRACK RD. ALONG RIDGE
 LM0696'APPROXIMATELY 1.75 MI. TO HIGH POINT AND STATION MARK.
 LM0696'
 LM0696'STATION MARK--STANDARD ALUMINUM TABLET SET IN LARGE BOULDER FLUSH
 LM0696'WITH GROUND, STAMPED ---ILES 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0629 ***********************************************************************
 LK0629  DESIGNATION -  ILIFF
 LK0629  PID         -  LK0629
 LK0629  STATE/COUNTY-  CO/LOGAN
 LK0629  USGS QUAD   -  GALIEN (1951)
 LK0629
 LK0629                         *CURRENT SURVEY CONTROL
 LK0629  ___________________________________________________________________
 LK0629* NAD 83(1992)-  40 42 18.38629(N)    103 02 11.20438(W)     ADJUSTED  
 LK0629* NAVD 88     -      1247.     (meters)    4091.     (feet)  SCALED    
 LK0629  ___________________________________________________________________
 LK0629  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 LK0629  GEOID HEIGHT-         -19.88  (meters)                     GEOID03
 LK0629
 LK0629  HORZ ORDER  -  THIRD
 LK0629
 LK0629.The horizontal coordinates were established by classical geodetic methods
 LK0629.and adjusted by the National Geodetic Survey in January 1993..
 LK0629
 LK0629.The orthometric height was scaled from a topographic map.
 LK0629
 LK0629.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0629
 LK0629.The geoid height was determined by GEOID03.
 LK0629
 LK0629;                    North         East     Units Scale Factor Converg.
 LK0629;SPC CO N     -   460,005.595 1,122,565.243   MT  0.99998824   +1 35 30.4
 LK0629;SPC CO N     - 1,509,201.69  3,682,949.47   sFT  0.99998824   +1 35 30.4
 LK0629;UTM  13      - 4,507,876.083   665,876.658   MT  0.99993868   +1 16 51.1
 LK0629
 LK0629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0629!SPC CO N     -   0.99980762  x   0.99998824  =   0.99979586
 LK0629!UTM  13      -   0.99980762  x   0.99993868  =   0.99974631
 LK0629
 LK0629:                Primary Azimuth Mark                     Grid Az
 LK0629:SPC CO N     -  PI IWT P 1                               013 38 38.4
 LK0629:UTM  13      -  PI IWT P 1                               013 57 17.7
 LK0629
 LK0629|---------------------------------------------------------------------|
 LK0629| PID    Reference Object                     Distance      Geod. Az  |
 LK0629|                                                           dddmmss.s |
 LK0629| LK0621 PI IWT P 1                          APPROX. 5.6 KM 0151408.8 |
 LK0629| LK0622 ILIFF WATER TANK                    APPROX. 6.2 KM 3364937.8 |
 LK0629|---------------------------------------------------------------------|
 LK0629
 LK0629                          SUPERSEDED SURVEY CONTROL
 LK0629
 LK0629  NAD 83(1986)-  40 42 18.38209(N)    103 02 11.20512(W) AD(       ) 3
 LK0629  NAD 27      -  40 42 18.42382(N)    103 02 09.49337(W) AD(       ) 3
 LK0629
 LK0629.Superseded values are not recommended for survey control.
 LK0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0629.See file dsdata.txt to determine how the superseded data were derived.
 LK0629
 LK0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6587707876(NAD 83)
 LK0629
 LK0629  HISTORY     - Date     Condition        Report By
 LK0629  HISTORY     - 1949     MONUMENTED       USGS
 LK0629  HISTORY     - 1960     GOOD             USGS
 LK0629  HISTORY     - 1973     GOOD             LOCENG
 LK0629
 LK0629                          STATION DESCRIPTION
 LK0629
 LK0629'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (ZT)
 LK0629'STATION RECOVERED IN GOOD CONDITION.
 LK0629
 LK0629                          STATION RECOVERY (1973)
 LK0629
 LK0629'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973
 LK0629'LOCATED ABOUT 8 MI. (AIRLINE) FROM STERLING, COLORADO, ABOUT 4 MI.
 LK0629'(AIRLINE) FROM ILIFF, COLORADO, IN SE. 1/4 SEC. 34, T 9 N, R 51 W,
 LK0629'ON NEXT TO HIGHEST OF GROUP OF TOPS, HIGHEST TOP BEING 300 YDS. W.
 LK0629'OF STATION.
 LK0629'
 LK0629'TO REACH STATION FROM ILIFF, COLORADO, PROCEED S. ON RD. ACROSS
 LK0629'RAILROAD TRACKS AND RIVER FOR 1.15 MI. TO T-RD., TURN LEFT AND GO
 LK0629'0.35 MI. TO T-RD., TURN RIGHT (S.) AND GO 1.65 MI. TO GATE ON LEFT
 LK0629'SIDE OF RD., PROCEED ALONG DIM TRAIL E. AND S. FOR 1.7 MI. TO TOP
 LK0629'OF HILL AND STATION MARK.
 LK0629'
 LK0629'RECOVERED IN GOOD CONDITION IN 1973 AND REDESCRIBED BY NELSON, HALEY,
 LK0629'PATTERSON, AND QUICK, INC. AS FOLLOWS
 LK0629'
 LK0629'TO REACH FROM ILIFF, COLORADO, PROCEED S. ON PAVED RD. 3.7 MI. TO
 LK0629'HIGHWAY I-80 S., ILIFF EXIT, CONTINUE S. AND E. ON GRAVEL RD. 0.7
 LK0629'MI. TO GATE ON LEFT SIDE OF RD., PROCEED N. AND E. 0.4 MI. TO
 LK0629'WINDMILL, CONTINUE N. AND E. ALONG TOP OF HILL 1.0 MI., IN LINE WITH
 LK0629'WINDMILL AND STERLING TV TOWER TO THE SW., TO STATION.
 LK0629'
 LK0629'STATION MARK--STANDARD TABLET, STAMPED ---ILIFF 1949---, SET IN
 LK0629'CONCRETE POST, PROTRUDING 5 IN. ABOVE GROUND.
 LK0629'
 LK0629'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED
 LK0629'---ILIFF 1949 NO. 1---, CEMENTED IN CONCRETE POST, PROTRUDING 3 IN.
 LK0629'ABOVE GROUND, 127.06 FT. FROM STATION MARK, N 71 DEG 34 MIN E.
 LK0629'
 LK0629'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED
 LK0629'---ILIFF NO. 2---, CEMENTED IN CONCRETE POST, PROTRUDING 3 IN. ABOVE
 LK0629'GROUND, 111.31 FT. FROM STATION MARK, N 23 DEG 46 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0622 ***********************************************************************
 LK0622  DESIGNATION -  ILIFF WATER TANK
 LK0622  PID         -  LK0622
 LK0622  STATE/COUNTY-  CO/LOGAN
 LK0622  USGS QUAD   -  ILIFF (1951)
 LK0622
 LK0622                         *CURRENT SURVEY CONTROL
 LK0622  ___________________________________________________________________
 LK0622* NAD 83(1992)-  40 45 24.62575(N)    103 03 56.04585(W)     ADJUSTED  
 LK0622* NAVD 88     -      1171.     (meters)    3842.     (feet)  SCALED    
 LK0622  ___________________________________________________________________
 LK0622  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 LK0622  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 LK0622
 LK0622  HORZ ORDER  -  THIRD
 LK0622
 LK0622.The horizontal coordinates were established by classical geodetic methods
 LK0622.and adjusted by the National Geodetic Survey in January 1993..
 LK0622
 LK0622.The orthometric height was scaled from a topographic map.
 LK0622
 LK0622.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0622
 LK0622.The geoid height was determined by GEOID03.
 LK0622
 LK0622;                    North         East     Units Scale Factor Converg.
 LK0622;SPC CO N     -   465,680.327 1,119,947.389   MT  0.99999581   +1 34 22.7
 LK0622;SPC CO N     - 1,527,819.54  3,674,360.73   sFT  0.99999581   +1 34 22.7
 LK0622;UTM  13      - 4,513,564.578   663,289.732   MT  0.99992819   +1 15 47.4
 LK0622
 LK0622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0622!SPC CO N     -   0.99981953  x   0.99999581  =   0.99981534
 LK0622!UTM  13      -   0.99981953  x   0.99992819  =   0.99974773
 LK0622
 LK0622                          SUPERSEDED SURVEY CONTROL
 LK0622
 LK0622  NAD 83(1986)-  40 45 24.62105(N)    103 03 56.04711(W) AD(       ) 4
 LK0622  NAD 27      -  40 45 24.65834(N)    103 03 54.32537(W) AD(       ) 3
 LK0622
 LK0622.Superseded values are not recommended for survey control.
 LK0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0622.See file dsdata.txt to determine how the superseded data were derived.
 LK0622
 LK0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6329013565(NAD 83)
 LK0622_MARKER: 51 = TANK
 LK0622
 LK0622  HISTORY     - Date     Condition        Report By
 LK0622  HISTORY     - 1949     FIRST OBSERVED   USGS
 LK0622
 LK0622                          STATION DESCRIPTION
 LK0622
 LK0622'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 LK0622'NOT DESCRIBED.
 LK0622'
 LK0622'STATION MARK--WATER TANK WAS INTERSECTED.
 LK0622'
 LK0622'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0551 ***********************************************************************
 LK0551  DESIGNATION -  IMHOF
 LK0551  PID         -  LK0551
 LK0551  STATE/COUNTY-  CO/YUMA
 LK0551  USGS QUAD   -  CLARKVILLE (1972)
 LK0551
 LK0551                         *CURRENT SURVEY CONTROL
 LK0551  ___________________________________________________________________
 LK0551* NAD 83(1992)-  40 26 11.89773(N)    102 42 07.79594(W)     ADJUSTED  
 LK0551* NAVD 88     -      1260.9    (meters)    4137.     (feet)  VERTCON   
 LK0551  ___________________________________________________________________
 LK0551  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 LK0551  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 LK0551
 LK0551  HORZ ORDER  -  FIRST
 LK0551
 LK0551.The horizontal coordinates were established by classical geodetic methods
 LK0551.and adjusted by the National Geodetic Survey in January 1993..
 LK0551
 LK0551.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0551
 LK0551.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0551
 LK0551.The geoid height was determined by GEOID03.
 LK0551
 LK0551;                    North         East     Units Scale Factor Converg.
 LK0551;SPC CO N     -   431,046.859 1,151,742.606   MT  0.99996210   +1 48 28.0
 LK0551;SPC CO N     - 1,414,192.90  3,778,675.53   sFT  0.99996210   +1 48 28.0
 LK0551;UTM  13      - 4,478,757.204   694,895.835   MT  1.00006759   +1 29 27.1
 LK0551
 LK0551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0551!SPC CO N     -   0.99980547  x   0.99996210  =   0.99976758
 LK0551!UTM  13      -   0.99980547  x   1.00006759  =   0.99987305
 LK0551
 LK0551|---------------------------------------------------------------------|
 LK0551| PID    Reference Object                     Distance      Geod. Az  |
 LK0551|                                                           dddmmss.s |
 LK0551| CP8301 IMHOF RM 2                           19.037 METERS 09924     |
 LK0551| LK0572 GOULD                               APPROX. 8.1 KM 2461720.7 |
 LK0551| CP8299 IMHOF AZ MK                                        2924253.9 |
 LK0551| CP8300 IMHOF RM 1                           17.637 METERS 35836     |
 LK0551|---------------------------------------------------------------------|
 LK0551
 LK0551                          SUPERSEDED SURVEY CONTROL
 LK0551
 LK0551  NAD 83(1986)-  40 26 11.89422(N)    102 42 07.79566(W) AD(       ) 1
 LK0551  NAD 27      -  40 26 11.94684(N)    102 42 06.08040(W) AD(       ) 1
 LK0551  NGVD 29 (07/19/86) 1260.4    (m)         4135.     (f) VERT ANG       
 LK0551
 LK0551.Superseded values are not recommended for survey control.
 LK0551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0551.See file dsdata.txt to determine how the superseded data were derived.
 LK0551
 LK0551_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE9489678757(NAD 83)
 LK0551_MARKER: DS = TRIANGULATION STATION DISK
 LK0551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0551_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LK0551
 LK0551  HISTORY     - Date     Condition        Report By
 LK0551  HISTORY     - 1969     MONUMENTED       CGS
 LK0551  HISTORY     - 1971     GOOD             USGS
 LK0551
 LK0551                          STATION DESCRIPTION
 LK0551
 LK0551'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 LK0551'THE STATION IS LOCATED IN THE NORTHWEST 1/4 OF SECTION 2, T. 5 N.,
 LK0551'R. 48 W. ON THE PROPERTY OF MR. GLEN IMHOF.  IT IS ABOUT 22 MILES
 LK0551'NORTH OF YUMA, 18-1/2 MILES SOUTH-SOUTHEAST OF FLEMING, 15 MILES
 LK0551'SOUTH-SOUTHWEST OF HAXTUN AND 0.15 MILE SOUTH OF THE LOGAN-YUMA
 LK0551'COUNTY LINE.
 LK0551'
 LK0551'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34 AND
 LK0551'COLORADO HIGHWAY 59 IN THE EAST EDGE OF YUMA, GO NORTH ON 59 FOR
 LK0551'16.1 MILES TO WHERE THE HIGHWAY TURNS EAST AND A SCHOOL BUILDING
 LK0551'LOCATED JUST NORTH OF THE CURVE.  CONTINUE ON THE HIGHWAY EAST
 LK0551'THEN NORTH FOR 3.45 MILES TO WHERE THE HIGHWAY TURNS EAST AGAIN
 LK0551'AND A SIDE ROAD LEFT.  TURN LEFT ON A GRAVEL ROAD AND GO
 LK0551'NORTHWEST ABOUT 50 FEET TO A FORK.  TAKE THE RIGHT FORK AND GO
 LK0551'NORTH ON A GRAVEL ROAD FOR 2 MILES TO A T INTERSECTION.  TURN
 LK0551'RIGHT AND GO EAST ON A GRAVEL ROAD FOR ABOUT 50 YARDS TO A
 LK0551'TRACK ROAD LEFT (SECTION LINE ROAD).  TURN LEFT AND GO NORTH
 LK0551'ON THE TRACK ROAD FOR 0.85 MILE TO THE TOP OF A LOW HILL,
 LK0551'ABANDONED FARM HOUSE AND THE STATION ON THE RIGHT.
 LK0551'
 LK0551'THE STATION MARK IS A STANDARD DISK STAMPED IMHOF 1969, SET IN
 LK0551'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 LK0551'2 INCHES.  IT IS 33 FEET EAST OF THE CENTER OF THE TRACK ROAD,
 LK0551'9.7 FEET NORTH-NORTHWEST OF A FENCE CORNER POST, 4 FEET NORTH OF
 LK0551'A METAL WITNESS POST AND 1.4 FEET WEST OF A FENCE.
 LK0551'
 LK0551'REFERENCE MARK 1 IS A STANDARD DISK STAMPED IMHOF NO 1 1969, SET
 LK0551'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 LK0551'2 INCHES.  IT IS 61.8 FEET NORTH OF THE WITNESS POST, 32 FEET EAST
 LK0551'OF THE CENTER OF THE TRACK ROAD AND 1.3 FEET WEST OF THE FENCE.
 LK0551'
 LK0551'REFERENCE MARK 2 IS A STANDARD DISK STAMPED IMHOF NO 2 1969,
 LK0551'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 LK0551'PROJECTS 3 INCHES.  IT IS 60.6 FEET EAST OF THE WITNESS POST, 29
 LK0551'FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF AN OLD HOUSE AND
 LK0551'1 FOOT NORTH OF A FENCE.
 LK0551'
 LK0551'THE AZIMUTH MARK IS A STANDARD DISK STAMPED IMHOF 1969, SET IN
 LK0551'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 LK0551'3 INCHES.  IT IS 39 FEET NORTH OF THE CENTER OF A TRACK ROAD, 5.8
 LK0551'FEET SOUTH OF A FENCE AND 2.4 FEET SOUTH OF A METAL WITNESS POST.
 LK0551'
 LK0551'TO REACH THE AZIMUTH FROM THE STATION, GO NORTH ON THE TRACK
 LK0551'ROAD FOR 0.15 MILE TO A TRACK ROAD LEFT (SECTION LINE ROAD).  TURN
 LK0551'LEFT AND GO WEST ON THE TRACK ROAD FOR 0.3 MILE TO THE AZIMUTH
 LK0551'MARK ON THE RIGHT.
 LK0551'
 LK0551'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 LK0551
 LK0551                          STATION RECOVERY (1971)
 LK0551
 LK0551'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (HH)
 LK0551'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN USC
 LK0551'AND GS NORTHEASTERN COLORADO UNADJUSTED FIELD DESCRIPTIONS.
 LK0551'
 LK0551'THE STATION AND REFERENCE MARKS ARE STANDARD USC AND GS BRONZE
 LK0551'DISKS, SET IN CONCRETE POSTS.
 LK0551'
 LK0551'STATION MARK--DISK PROJECTING 0.4 FEET ABOVE GROUND, AND STAMPED
 LK0551'IMHOF 1969.
 LK0551'
 LK0551'REFERENCE MARK NO. 1--DISK PROJECTING 0.1 FEET ABOVE GROUND, AND
 LK0551'STAMPED IMHOF NO. 1 1969.
 LK0551'
 LK0551'REFERENCE MARK NO. 2--DISK IS FLUSH WITH THE GROUND, AND STAMPED
 LK0551'IMHOF NO. 2 1969.
 LK0551'
 LK0551'STATION GOULD USC AND GS 1969 IS VISIBLE FROM THE GROUND AT THIS
 LK0551'STATION AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS WERE
 LK0551'MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0648 ***********************************************************************
 HL0648  DESIGNATION -  IMOGENE
 HL0648  PID         -  HL0648
 HL0648  STATE/COUNTY-  CO/OURAY
 HL0648  USGS QUAD   -  IRONTON (1972)
 HL0648
 HL0648                         *CURRENT SURVEY CONTROL
 HL0648  ___________________________________________________________________
 HL0648* NAD 83(1992)-  37 56 34.34153(N)    107 44 38.95454(W)     ADJUSTED  
 HL0648* NAVD 88     -      4082.3    (meters)   13393.     (feet)  VERTCON   
 HL0648  ___________________________________________________________________
 HL0648  LAPLACE CORR-           6.74  (seconds)                    DEFLEC99
 HL0648  GEOID HEIGHT-         -15.66  (meters)                     GEOID03
 HL0648
 HL0648  HORZ ORDER  -  THIRD
 HL0648
 HL0648.The horizontal coordinates were established by classical geodetic methods
 HL0648.and adjusted by the National Geodetic Survey in January 1993..
 HL0648
 HL0648.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0648
 HL0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0648
 HL0648.The geoid height was determined by GEOID03.
 HL0648
 HL0648;                    North         East     Units Scale Factor Converg.
 HL0648;SPC CO S     -   448,808.771   717,168.841   MT  0.99994719   -1 22 35.5
 HL0648;SPC CO S     - 1,472,466.78  2,352,911.44   sFT  0.99994719   -1 22 35.5
 HL0648;UTM  13      - 4,203,028.858   258,861.132   MT  1.00031624   -1 41 17.3
 HL0648
 HL0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0648!SPC CO S     -   0.99936230  x   0.99994719  =   0.99930952
 HL0648!UTM  13      -   0.99936230  x   1.00031624  =   0.99967833
 HL0648
 HL0648:                Primary Azimuth Mark                     Grid Az
 HL0648:SPC CO S     -  SNEFFLES                                 329 21 12.2
 HL0648:UTM  13      -  SNEFFLES                                 329 39 54.0
 HL0648
 HL0648|---------------------------------------------------------------------|
 HL0648| PID    Reference Object                     Distance      Geod. Az  |
 HL0648|                                                           dddmmss.s |
 HL0648| JL0826 SNEFFLES                            APPROX. 8.0 KM 3275836.7 |
 HL0648|---------------------------------------------------------------------|
 HL0648
 HL0648                          SUPERSEDED SURVEY CONTROL
 HL0648
 HL0648  NAD 83(1986)-  37 56 34.33063(N)    107 44 38.95623(W) AD(       ) 3
 HL0648  NAD 27      -  37 56 34.36299(N)    107 44 36.74337(W) AD(       ) 3
 HL0648  NGVD 29 (07/19/86) 4080.4    (m)        13387.     (f) VERT ANG       
 HL0648
 HL0648.Superseded values are not recommended for survey control.
 HL0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0648.See file dsdata.txt to determine how the superseded data were derived.
 HL0648
 HL0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC5886103029(NAD 83)
 HL0648_MARKER: DD = SURVEY DISK
 HL0648_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HL0648_SP_SET: METAL PIPE DRIVEN INTO GROUND
 HL0648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0648
 HL0648  HISTORY     - Date     Condition        Report By
 HL0648  HISTORY     - 1952     MONUMENTED       USGS
 HL0648
 HL0648                          STATION DESCRIPTION
 HL0648
 HL0648'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 HL0648'THE STATION IS LOCATED ON THE BOUNDARY LINE BETWEEN SAN MIGUEL AND
 HL0648'OURAY COUNTIES, COLORADO, ABOUT 3.5 MI. E. OF TELLURIDE, COLORADO,
 HL0648'AND AT THE HEAD OF IMOGENE BASIN.
 HL0648'
 HL0648'TO REACH FROM CITY HALL IN TELLURIDE, PROCEED 3 BLOCKS NE. AND TURN
 HL0648'RIGHT UP MOUNTAIN RD. AND PROCEED 5.8 MI. TO TOM BOY MILL AND END
 HL0648'OF TRUCK TRAVEL.  THE STATION IS ON THE HIGHEST POINT OF THE RIM TO
 HL0648'THE N.  PACK E. TO THE TOP OF RIM AND NW. ALONG RIM TO STATION.
 HL0648'ABOUT 1.5 HOURS PACK.
 HL0648'
 HL0648'STATION MARK--STANDARD USGS TABLET, IN AN IRON PIPE, DRIVEN SOLID
 HL0648'AND STAMPED ---IMOGENE 1952---.  THE TABLET WAS PLACED UNDER THE
 HL0648'CENTER OF THE CAIRN.
 HL0648'
 HL0648'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1340 ***********************************************************************
 JK1340  DESIGNATION -  IMPACT
 JK1340  PID         -  JK1340
 JK1340  STATE/COUNTY-  CO/EL PASO
 JK1340  USGS QUAD   -  BUTTES (1994)
 JK1340
 JK1340                         *CURRENT SURVEY CONTROL
 JK1340  ___________________________________________________________________
 JK1340* NAD 83(1992)-  38 37 12.37086(N)    104 43 36.00478(W)     ADJUSTED  
 JK1340* NAVD 88     -      1710.6    (meters)    5612.     (feet)  VERTCON   
 JK1340  ___________________________________________________________________
 JK1340  X           -  -1,268,773.426 (meters)                     COMP
 JK1340  Y           -  -4,827,121.975 (meters)                     COMP
 JK1340  Z           -   3,960,511.094 (meters)                     COMP
 JK1340  LAPLACE CORR-         -11.11  (seconds)                    DEFLEC99
 JK1340  ELLIP HEIGHT-        1692.61  (meters)          (12/03/02) GPS OBS
 JK1340  GEOID HEIGHT-         -18.11  (meters)                     GEOID03
 JK1340
 JK1340  HORZ ORDER  -  FIRST
 JK1340  ELLP ORDER  -  FOURTH    CLASS II
 JK1340
 JK1340.The horizontal coordinates were established by GPS observations
 JK1340.and adjusted by the National Geodetic Survey in December 2002..
 JK1340
 JK1340.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1340
 JK1340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1340
 JK1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1340
 JK1340.The ellipsoidal height was determined by GPS observations
 JK1340.and is referenced to NAD 83.
 JK1340
 JK1340.The geoid height was determined by GEOID03.
 JK1340
 JK1340;                    North         East     Units Scale Factor Converg.
 JK1340;SPC CO C     -   392,424.457   981,746.778   MT  0.99997091   +0 29 15.8
 JK1340;SPC CO C     - 1,287,479.24  3,220,947.55   sFT  0.99997091   +0 29 15.8
 JK1340;UTM  13      - 4,274,655.806   523,794.360   MT  0.99960697   +0 10 14.2
 JK1340
 JK1340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1340!SPC CO C     -   0.99973449  x   0.99997091  =   0.99970541
 JK1340!UTM  13      -   0.99973449  x   0.99960697  =   0.99934157
 JK1340
 JK1340|---------------------------------------------------------------------|
 JK1340| PID    Reference Object                     Distance      Geod. Az  |
 JK1340|                                                           dddmmss.s |
 JK1340| CR8290 IMPACT RM 2                          29.155 METERS 08239     |
 JK1340| JK1341 IMPACT AZ MK                        APPROX. 0.5 KM 1341349.7 |
 JK1340| JK1330 COLORADO SPRINGS KKTV MAST          APPROX.18.2 KM 3193421.2 |
 JK1340| CR8289 IMPACT RM 1                          28.836 METERS 35347     |
 JK1340|---------------------------------------------------------------------|
 JK1340
 JK1340                          SUPERSEDED SURVEY CONTROL
 JK1340
 JK1340  NAD 83(1992)-  38 37 12.37073(N)    104 43 35.99525(W) AD(       ) 1
 JK1340  NAD 83(1986)-  38 37 12.35397(N)    104 43 35.98829(W) AD(       ) 1
 JK1340  NGVD 29 (07/20/87) 1709.6    (m)         5609.     (f) GPS OBS        
 JK1340
 JK1340.Superseded values are not recommended for survey control.
 JK1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1340.See file dsdata.txt to determine how the superseded data were derived.
 JK1340
 JK1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC2379474656(NAD 83)
 JK1340_MARKER: DH = HORIZONTAL CONTROL DISK
 JK1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK1340_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK1340+STABILITY: SURFACE MOTION
 JK1340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1340+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1986
 JK1340
 JK1340  HISTORY     - Date     Condition        Report By
 JK1340  HISTORY     - 1985     MONUMENTED       USA
 JK1340  HISTORY     - 19860624 GOOD
 JK1340
 JK1340                          STATION DESCRIPTION
 JK1340
 JK1340'DESCRIBED BY US ARMY 1985 (LWD)
 JK1340'THE STATION IS LOCATED ABOUT 2.2 KM (1.1 MI)
 JK1340'SOUTH OF FOUNTAIN
 JK1340'23.8 KM (14.8 MI) SOUTHEAST OF COLORADO SPRINGS
 JK1340'51.1 KM (32.0 MI) NORTH-NORTHWEST OF PUEBLO ON A SMALL HILL ABOUT
 JK1340'1.6 KM (1.0 MI) SOUTH-SOUTHWEST OF LITTLE FOUNTAIN CREEK NEAR THE
 JK1340'EASTERN BOUNDARY OF FORT CARSON MILITARY RESERVATION.  JUST
 JK1340'NORTHEAST OF ROUTE 1.
 JK1340'OWNERSHIP--U.S.ARMY.  CONTACT DIVISION ARTILLERY SURVEY INFORMATION
 JK1340'CENTER, HHB 4TH INFANTRY DIVISION ARTILLERY, FORT CARSON, COLORADO
 JK1340'80913-5428.  TELEPHONE  303-579-2131..
 JK1340'
 JK1340'TO REACH THE STATION FROM THE INTERSECTION OF ROUTES 1 AND 5 ON
 JK1340'FORT CARSON MILITARY RESERVATION.  GO SOUTHERLY THEN EASTERLY ON
 JK1340'ROUTE 1 FOR 4.5 KM (2.8 MI) TO A TRACK ROAD LEFT.  TURN LEFT,
 JK1340'NORTH, FOR 0.2 KM (0.1 MI) TO TOP OF HILL AND STATION ON LEFT.
 JK1340'
 JK1340'THE STATION IS A STANDARD NGS DISK
 JK1340'STAMPED---IMPACT GPS 1985---,
 JK1340'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JK1340'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 JK1340'1.7 METERS (5.6 FT) EAST-NORTHEAST FROM AN ORANGE WITNESS POST
 JK1340'13.4 METERS (44.0 FT) EAST-NORTHEAST FROM THE EDGE OF THE HILLTOP
 JK1340'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 JK1340'STAMPED---IMPACT GPS 1985---,
 JK1340'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 JK1340'
 JK1340'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 JK1340'STAMPED---IMPACT GPS NO1 1985---,
 JK1340'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JK1340'28 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 JK1340'1.1 METERS (3.7 FT) SOUTH FROM A STEEL WITNESS POST
 JK1340'19.0 METERS (62.4 FT) EAST FROM THE WEST EDGE OF HILL TOP
 JK1340'54.4 METERS (178.8 FT) SOUTH FROM THE U.S.GOVERNMENT BOUNDARY FENCE
 JK1340'MARK IS LEVEL WITH THE STATION.
 JK1340'
 JK1340'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 JK1340'STAMPED---IMPACT GPS NO 2 1985---,
 JK1340'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JK1340'27 CM IN DIAMETER RECESSED 6.3 CM BELOW GROUND.  LOCATED
 JK1340'0.8 METERS (2.6 FT) WEST FROM A STEEL WITNESS POST
 JK1340'MARK IS 0.9 METERS BELOW THE STATION.
 JK1340'
 JK1340'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 JK1340'STAMPED---IMPACT GPS 1985---,
 JK1340'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 JK1340'32 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 JK1340'1.2 METERS (4.1 FT) NORTHEAST FROM AN ORANGE WITNESS POST
 JK1340'TO REACH THE AZIMUTH FROM THE STATION,
 JK1340'GO SOUTHEAST FOR 0.6 KM (0.4 MI) ALONG THE SOUTHWEST EDGE OF
 JK1340'RIDGE AND THE AZIMUTH MARK ON THE HIGH POINT OF GROUND ON THE
 JK1340'SOUTHEAST END OF THE HILL.
 JK1340'
 JK1340'DESCRIBED BY LWD.
 JK1340
 JK1340                          STATION RECOVERY (1986)
 JK1340
 JK1340'RECOVERED 1986
 JK1340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0569 ***********************************************************************
 LM0569  DESIGNATION -  INDEPENDENCE
 LM0569  PID         -  LM0569
 LM0569  STATE/COUNTY-  CO/JACKSON
 LM0569  USGS QUAD   -  INDEPENDENCE MOUNTAIN (1955)
 LM0569
 LM0569                         *CURRENT SURVEY CONTROL
 LM0569  ___________________________________________________________________
 LM0569* NAD 83(1992)-  40 54 20.87707(N)    106 26 26.16542(W)     ADJUSTED  
 LM0569* NAVD 88     -      2965.8    (meters)    9730.     (feet)  VERTCON   
 LM0569  ___________________________________________________________________
 LM0569  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 LM0569  GEOID HEIGHT-         -11.44  (meters)                     GEOID03
 LM0569
 LM0569  HORZ ORDER  -  SECOND
 LM0569
 LM0569.The horizontal coordinates were established by classical geodetic methods
 LM0569.and adjusted by the National Geodetic Survey in January 1997..
 LM0569
 LM0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0569
 LM0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0569
 LM0569.The geoid height was determined by GEOID03.
 LM0569
 LM0569;                    North         East     Units Scale Factor Converg.
 LM0569;SPC CO N     -   479,821.101   835,151.312   MT  1.00002217   -0 36 27.9
 LM0569;SPC CO N     - 1,574,213.06  2,739,992.26   sFT  1.00002217   -0 36 27.9
 LM0569;SPC WYEC     -   145,444.147   475,212.732   MT  1.00000710   +0 35 04.6
 LM0569;SPC WY E     -    45,841.841    92,670.232   MT  1.00007924   -0 50 03.4
 LM0569;UTM  13      - 4,529,298.888   378,669.029   MT  0.99978119   -0 56 36.4
 LM0569
 LM0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0569!SPC CO N     -   0.99953678  x   1.00002217  =   0.99955894
 LM0569!SPC WYEC     -   0.99953678  x   1.00000710  =   0.99954388
 LM0569!SPC WY E     -   0.99953678  x   1.00007924  =   0.99961599
 LM0569!UTM  13      -   0.99953678  x   0.99978119  =   0.99931807
 LM0569
 LM0569|---------------------------------------------------------------------|
 LM0569| PID    Reference Object                     Distance      Geod. Az  |
 LM0569|                                                           dddmmss.s |
 LM0569| CP5571 INDEPENDENCE RM 1                    39.380 METERS 09022     |
 LM0569| CP5570 INDEPENDENCE AZ MK                                 2083432.6 |
 LM0569| CP5572 INDEPENDENCE RM 2                    23.930 METERS 31008     |
 LM0569|---------------------------------------------------------------------|
 LM0569
 LM0569                          SUPERSEDED SURVEY CONTROL
 LM0569
 LM0569  NAD 83(1992)-  40 54 20.87567(N)    106 26 26.16491(W) AD(       ) 2
 LM0569  NAD 83(1986)-  40 54 20.87328(N)    106 26 26.16051(W) AD(       ) 2
 LM0569  NAD 27      -  40 54 20.96800(N)    106 26 24.05400(W) AD(       ) 2
 LM0569  NGVD 29 (07/19/86) 2964.4    (m)         9726.     (f) VERT ANG       
 LM0569
 LM0569.Superseded values are not recommended for survey control.
 LM0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0569.See file dsdata.txt to determine how the superseded data were derived.
 LM0569
 LM0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF7866929299(NAD 83)
 LM0569_MARKER: DS = TRIANGULATION STATION DISK
 LM0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0569
 LM0569  HISTORY     - Date     Condition        Report By
 LM0569  HISTORY     - 1949     MONUMENTED       CGS
 LM0569  HISTORY     - 1953     GOOD             USGS
 LM0569
 LM0569                          STATION DESCRIPTION
 LM0569
 LM0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LM0569'THE STATION IS LOCATED ABOUT 7.0 MILES NORTH-NORTHWEST OF COWDREY
 LM0569'ON THE SOUTHEAST RIM OF INDEPENDENCE MOUNTAIN.  THE STATION MARK
 LM0569'PROJECTS 4 INCHES, IS SET ABOUT 0.1 MILE SOUTH OF THE EDGE
 LM0569'OF THE TIMBER AND ABOUT 0.15 MILE SOUTH OF AN OLD LOG CABIN.  IT
 LM0569'IS STAMPED, INDEPENDENCE 1949.
 LM0569'
 LM0569'REFERENCE MARK NO. 1 PROJECTS 3 INCHES, IS 3.9 METERS LOWER
 LM0569'THAN THE STATION MARK AND IS STAMPED, INDEPENDENCE NO 1 1949.
 LM0569'
 LM0569'REFERENCE MARK NO. 2 PROJECTS 14 INCHES, IS 0.2 METER LOWER
 LM0569'THAN THE STATION MARK AND IS STAMPED, INDEPENDENCE NO 2 1949.
 LM0569'
 LM0569'THE AZIMUTH MARK PROJECTS 1 FOOT, IS SET ON A BARE RIDGE 10
 LM0569'PACES EAST OF A TRACK ROAD, 4 FEET NORTH OF A WHITE WITNESS POST
 LM0569'AND IS STAMPED, INDEPENDENCE 1949.
 LM0569'
 LM0569'TO REACH THE STATION FROM COWDREY.  GO WEST ON A BLADED DIRT
 LM0569'ROAD 8.0 MILES TO A TRACK ROAD RIGHT.  TURN RIGHT, GO 0.15 MILE
 LM0569'TO AZIMUTH MARK ON RIGHT.  CONTINUE ON ROAD 2.55 MILES UP STEEP
 LM0569'SLOPE TO TOP OF RIDGE AND DIM CROSS ROAD.  TURN RIGHT, FOLLOW
 LM0569'TRACK ROAD 0.95 MILE TO SOUTHEAST EDGE OF MOUNTAIN AND STATION.
 LM0569'A DRIVE STATION.
 LM0569
 LM0569                          STATION RECOVERY (1953)
 LM0569
 LM0569'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 LM0569'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0790 ***********************************************************************
 JL0790  DESIGNATION -  INDIAN
 JL0790  PID         -  JL0790
 JL0790  STATE/COUNTY-  CO/GUNNISON
 JL0790  USGS QUAD   -  POWDERHORN LAKES (1982)
 JL0790
 JL0790                         *CURRENT SURVEY CONTROL
 JL0790  ___________________________________________________________________
 JL0790* NAD 83(1992)-  38 14 34.65549(N)    107 09 48.06843(W)     ADJUSTED  
 JL0790* NAVD 88     -      2975.6    (meters)    9762.     (feet)  VERTCON   
 JL0790  ___________________________________________________________________
 JL0790  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 JL0790  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 JL0790
 JL0790  HORZ ORDER  -  FIRST
 JL0790
 JL0790.The horizontal coordinates were established by classical geodetic methods
 JL0790.and adjusted by the National Geodetic Survey in January 1993..
 JL0790
 JL0790.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0790
 JL0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0790
 JL0790.The geoid height was determined by GEOID03.
 JL0790
 JL0790;                    North         East     Units Scale Factor Converg.
 JL0790;SPC CO C     -   351,606.019   768,790.088   MT  1.00004714   -1 02 56.6
 JL0790;SPC CO C     - 1,153,560.75  2,522,272.15   sFT  1.00004714   -1 02 56.6
 JL0790;UTM  13      - 4,234,985.439   310,681.175   MT  1.00004143   -1 20 22.2
 JL0790
 JL0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0790!SPC CO C     -   0.99953561  x   1.00004714  =   0.99958273
 JL0790!UTM  13      -   0.99953561  x   1.00004143  =   0.99957702
 JL0790
 JL0790:                Primary Azimuth Mark                     Grid Az
 JL0790:SPC CO C     -  INDIAN AZ MK                             082 16 16.5
 JL0790:UTM  13      -  INDIAN AZ MK                             082 33 42.1
 JL0790
 JL0790|---------------------------------------------------------------------|
 JL0790| PID    Reference Object                     Distance      Geod. Az  |
 JL0790|                                                           dddmmss.s |
 JL0790| CM7481 INDIAN AZ MK                                       0811319.9 |
 JL0790| CM7482 INDIAN RM 1                          17.417 METERS 11914     |
 JL0790| CM7483 INDIAN RM 2                           8.490 METERS 32803     |
 JL0790|---------------------------------------------------------------------|
 JL0790
 JL0790                          SUPERSEDED SURVEY CONTROL
 JL0790
 JL0790  NAD 83(1986)-  38 14 34.65202(N)    107 09 48.07599(W) AD(       ) 1
 JL0790  NAD 27      -  38 14 34.67200(N)    107 09 45.88240(W) AD(       ) 1
 JL0790  NGVD 29 (07/19/86) 2974.0    (m)         9757.     (f) VERT ANG       
 JL0790
 JL0790.Superseded values are not recommended for survey control.
 JL0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0790.See file dsdata.txt to determine how the superseded data were derived.
 JL0790
 JL0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC1068134985(NAD 83)
 JL0790_MARKER: DS = TRIANGULATION STATION DISK
 JL0790_SETTING: 80 = SET IN A BOULDER
 JL0790_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 JL0790
 JL0790  HISTORY     - Date     Condition        Report By
 JL0790  HISTORY     - 1958     MONUMENTED       CGS
 JL0790
 JL0790                          STATION DESCRIPTION
 JL0790
 JL0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 JL0790'THE STATION IS ON THE HIGHEST POINT OF A WOODED HILL WHICH
 JL0790'HAS A STEEP ROCK CLIFF ON THE WEST AND SOUTH SIDES.  ALL
 JL0790'LINES HAD TO BE CLEARED TO OBSERVE ON OTHER STATIONS.  IT
 JL0790'IS BETWEEN THE HEAD OF INDIAN CREEK AND WEST FORK POWDERHORN
 JL0790'CREEK, BETWEEN CEBOLLA CREEK AND THE RIO GRANDE RIVER, 4 MILES
 JL0790'SOUTHWEST OF POWDERHORN AND 2-1/2 MILES SOUTH-SOUTHWEST OF
 JL0790'CAP MOUNTAIN.  IT IS IN T 46 N, R 3 W.  THE ELEVATION AT THE
 JL0790'STATION IS 1708 FEET.
 JL0790'
 JL0790'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50
 JL0790'AND STATE HIGHWAY 135 IN GUNNISON, GO WEST ON HIGHWAY 50
 JL0790'FOR 11.2 MILES TO THE JUNCTION OF STATE HIGHWAY 149 ON THE
 JL0790'LEFT, TURN LEFT AND GO SOUTHERLY ON HIGHWAY 149 FOR 15.8 MILES
 JL0790'TO A CONCRETE BRIDGE OVER CEBOLLA CREEK, CONTINUE WESTERLY
 JL0790'ON THE HIGHWAY FOR 2.8 MILES TO THE TOP OF RIDGE AND A TRACK
 JL0790'ROAD ON THE LEFT, TURN LEFT AND GO SOUTH ON THE TRACK ROAD
 JL0790'FOR 0.4 MILE TO A FORK, TAKE THE RIGHT ROAD AND GO SOUTHWEST
 JL0790'FOR 0.4 MILE TO A DIAGONAL CROSSROADS, TURN LEFT AND GO SOUTH
 JL0790'FOR 0.95 MILE TO A DRY WASH, CONTINUE SOUTHERLY FOR 0.5 MILE
 JL0790'TO A FORK, TAKE THE RIGHT ROAD AND CONTINUE SOUTHERLY FOR
 JL0790'0.4 MILE TO A FORK AT THE SITE OF AN OLD SAWMILL, TAKE THE
 JL0790'RIGHT ROAD AND GO WEST AND SOUTH FOR 0.65 MILE TO THE
 JL0790'AZIMUTH MARK ON THE RIGHT, CONTINUE SOUTH FOR 0.05 MILE TO A
 JL0790'DIM TRACK ROAD ON THE RIGHT, TURN RIGHT (UP HILL) FOR
 JL0790'0.45 MILE TO A CROSSROADS, TURN RIGHT AND GO NORTH FOR 0.2
 JL0790'MILE TO THE END OF TRUCK TRAVEL.  PACK WEST THROUGH ASPEN
 JL0790'FOR 0.3 MILE TO TOP OF HILL AND STATION.
 JL0790'
 JL0790'THE STATION MARK IS A STANDARD DISK, STAMPED INDIAN 1958,
 JL0790'CEMENTED IN A DRILL HOLE IN THE TOP OF A 1 X 2 FOOT BURIED
 JL0790'BOULDER WHICH IS FLUSH WITH THE GROUND.  IT IS 22 FEET SOUTHWEST
 JL0790'OF A TRIANGLE BLAZE ONTHE SOUTH SIDE OF A 24-INCH PINE TREE.
 JL0790'
 JL0790'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED INDIAN NO 1 1958,
 JL0790'CEMENTED IN A DRILL HOLE IN THE TOP OF A 1 X 3 FOOT BOULDER
 JL0790'PROJECTING 6 INCHES.  IT IS 64 FEET SOUTHEAST OF THE TRIANGLE
 JL0790'BLAZE.
 JL0790'
 JL0790'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED INDIAN NO 2 1958,
 JL0790'CEMENTED IN A DRILL HOLE IN THE TOP OF AN 18 X 24 INCH BOULDER
 JL0790'PROJECTING 3 INCHES.  IT IS 23 FEET WEST OF THE TRIANGLE
 JL0790'BLAZE.
 JL0790'
 JL0790'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED INDIAN 1958,
 JL0790'CEMENTED IN A DRILL HOLE IN THE TOP OF A 3 X 4 FOOT BOULDER
 JL0790'PROJECTING 3 FEET.  IT IS 11 FEET WEST OF THE CENTER OF THE
 JL0790'TRACK ROAD.  A WHITE WITNESS POST WAS SET 4 FEET NORTHEAST
 JL0790'OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0793 ***********************************************************************
 JL0793  DESIGNATION -  INDIAN
 JL0793  PID         -  JL0793
 JL0793  STATE/COUNTY-  CO/GUNNISON
 JL0793  USGS QUAD   -  POWDERHORN LAKES (1982)
 JL0793
 JL0793                         *CURRENT SURVEY CONTROL
 JL0793  ___________________________________________________________________
 JL0793* NAD 83(1992)-  38 14 59.20480(N)    107 13 03.66896(W)     ADJUSTED  
 JL0793* NAVD 88     -      2905.7    (meters)    9533.     (feet)  VERTCON   
 JL0793  ___________________________________________________________________
 JL0793  LAPLACE CORR-           3.82  (seconds)                    DEFLEC99
 JL0793  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 JL0793
 JL0793  HORZ ORDER  -  THIRD
 JL0793
 JL0793.The horizontal coordinates were established by classical geodetic methods
 JL0793.and adjusted by the National Geodetic Survey in January 1993..
 JL0793
 JL0793.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0793
 JL0793.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0793
 JL0793.The geoid height was determined by GEOID03.
 JL0793
 JL0793;                    North         East     Units Scale Factor Converg.
 JL0793;SPC CO C     -   352,451.374   764,048.543   MT  1.00004538   -1 04 60.0
 JL0793;SPC CO C     - 1,156,334.22  2,506,715.93   sFT  1.00004538   -1 04 60.0
 JL0793;UTM  13      - 4,235,854.808   305,943.944   MT  1.00006380   -1 22 24.2
 JL0793
 JL0793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0793!SPC CO C     -   0.99954658  x   1.00004538  =   0.99959194
 JL0793!UTM  13      -   0.99954658  x   1.00006380  =   0.99961035
 JL0793
 JL0793:                Primary Azimuth Mark                     Grid Az
 JL0793:SPC CO C     -  DUTCH                                    058 59 45.5
 JL0793:UTM  13      -  DUTCH                                    059 17 09.7
 JL0793
 JL0793|---------------------------------------------------------------------|
 JL0793| PID    Reference Object                     Distance      Geod. Az  |
 JL0793|                                                           dddmmss.s |
 JL0793| JL0776 DUTCH                               APPROX. 4.9 KM 0575445.5 |
 JL0793|---------------------------------------------------------------------|
 JL0793
 JL0793                          SUPERSEDED SURVEY CONTROL
 JL0793
 JL0793  NAD 83(1986)-  38 14 59.20105(N)    107 13 03.67690(W) AD(       ) 3
 JL0793  NAD 27      -  38 14 59.22240(N)    107 13 01.47480(W) AD(       ) 3
 JL0793  NGVD 29 (07/19/86) 2904.1    (m)         9528.     (f) VERT ANG       
 JL0793
 JL0793.Superseded values are not recommended for survey control.
 JL0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0793.See file dsdata.txt to determine how the superseded data were derived.
 JL0793
 JL0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC0594435855(NAD 83)
 JL0793_MARKER: DD = SURVEY DISK
 JL0793_SETTING: 80 = SET IN A BOULDER
 JL0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0793+STABILITY: SURFACE MOTION
 JL0793
 JL0793  HISTORY     - Date     Condition        Report By
 JL0793  HISTORY     - 1950     MONUMENTED       USGS
 JL0793
 JL0793                          STATION DESCRIPTION
 JL0793
 JL0793'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JL0793'STATION IS LOCATED APPROXIMATELY 16 MI. AIRLINE SE. OF SAPINERO,
 JL0793'COLORADO, 16.8 MI. AIRLINE SW. OF IOLA, COLORADO, IN T 46 N,
 JL0793'R 3 W, SEC. 9.
 JL0793'
 JL0793'TO REACH FROM POST OFFICE AT POWDERHORN, COLORADO, GO W. FOR 0.4
 JL0793'MI. TO INTERSECTION OF STATE HIGHWAY 149, THENCE N. AND W. ALONG
 JL0793'HIGHWAY 149 FOR 7.6 MI. TO RD. FORK N., CONTINUE ON W. AND S. ALONG
 JL0793'STATE HIGHWAY 149 FOR 3.2 MI. TO TRACK RD. SE., THENCE LEFT (SE.)
 JL0793'ALONG TRACK RD. FOR 0.5 MI. TO END OF TRUCK TRAVEL.  FROM THIS POINT
 JL0793'PACK (FOR APPROXIMATELY 2 HOURS AND 15 MINUTES) NE. TO MAIN DRAIN,
 JL0793'THENCE ESE. UP DRAIN TO DRAIN FORKS, TAKE RIGHT FORK S. AND E. TO HEAD
 JL0793'OF DRAIN AND FOOT OF SLOPE, CONTINUE UP SW. SLOPE OF HILL TO HIGHEST
 JL0793'POINT AND STATION SITE.
 JL0793'
 JL0793'STATION MARK--STANDARD TABLET, STAMPED ---INDIAN 1950---, CEMENTED IN
 JL0793'BOULDER.
 JL0793'
 JL0793'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---INDIAN
 JL0793'NO. 1 1950---, CEMENTED IN BOULDER 32.14 FT. S. OF STATION MARK,
 JL0793'N 15 DEG 38 MIN E.
 JL0793'
 JL0793'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---INDIAN
 JL0793'NO. 2 1950---, CEMENTED IN BOULDER 14.35 FT. E. OF STATION MARK,
 JL0793'S 89 DEG 55 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1657 ***********************************************************************
 KK1657  DESIGNATION -  INDIAN
 KK1657  PID         -  KK1657
 KK1657  STATE/COUNTY-  CO/ARAPAHOE
 KK1657  USGS QUAD   -  WATKINS (1978)
 KK1657
 KK1657                         *CURRENT SURVEY CONTROL
 KK1657  ___________________________________________________________________
 KK1657* NAD 83(1992)-  39 39 18.41508(N)    104 35 07.69856(W)     ADJUSTED  
 KK1657* NAVD 88     -      1849.1    (meters)    6067.     (feet)  GPS OBS   
 KK1657  ___________________________________________________________________
 KK1657  X           -  -1,238,632.311 (meters)                     COMP
 KK1657  Y           -  -4,760,130.497 (meters)                     COMP
 KK1657  Z           -   4,049,746.191 (meters)                     COMP
 KK1657  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 KK1657  ELLIP HEIGHT-        1831.29  (meters)          (12/03/02) GPS OBS
 KK1657  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 KK1657
 KK1657  HORZ ORDER  -  FIRST
 KK1657  ELLP ORDER  -  FOURTH    CLASS II
 KK1657
 KK1657.The horizontal coordinates were established by GPS observations
 KK1657.and adjusted by the National Geodetic Survey in September 1995..
 KK1657
 KK1657.The orthometric height was determined by GPS observations and a
 KK1657.high-resolution geoid model.
 KK1657
 KK1657.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK1657
 KK1657.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1657
 KK1657.The ellipsoidal height was determined by GPS observations
 KK1657.and is referenced to NAD 83.
 KK1657
 KK1657.The geoid height was determined by GEOID03.
 KK1657
 KK1657;                    North         East     Units Scale Factor Converg.
 KK1657;SPC CO C     -   507,432.188   992,885.696   MT  0.99998261   +0 34 36.4
 KK1657;SPC CO C     - 1,664,800.44  3,257,492.49   sFT  0.99998261   +0 34 36.4
 KK1657;SPC CO N     -   340,932.752   992,887.820   MT  1.00001050   +0 35 27.3
 KK1657;SPC CO N     - 1,118,543.54  3,257,499.46   sFT  1.00001050   +0 35 27.3
 KK1657;UTM  13      - 4,389,561.627   535,561.429   MT  0.99961557   +0 15 52.3
 KK1657
 KK1657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1657!SPC CO C     -   0.99971278  x   0.99998261  =   0.99969540
 KK1657!SPC CO N     -   0.99971278  x   1.00001050  =   0.99972328
 KK1657!UTM  13      -   0.99971278  x   0.99961557  =   0.99932846
 KK1657
 KK1657|---------------------------------------------------------------------|
 KK1657| PID    Reference Object                     Distance      Geod. Az  |
 KK1657|                                                           dddmmss.s |
 KK1657| KK1664 INDIAN RM                           188.928 METERS 01920     |
 KK1657| KK1659 T4S R65W SEC 36 SE COR              135.266 METERS 03457     |
 KK1657| CP8302 INDIAN RM 1                           6.615 METERS 07506     |
 KK1657| KK0479 U 374                               APPROX. 1.9 KM 1730805.9 |
 KK1657| KK1673 PARKER FAA RADAR SCREEN             APPROX.11.5 KM 2335031.4 |
 KK1657| KK1709 DENVER STATE CAPITOL DOME           APPROX.35.5 KM 2852239.5 |
 KK1657| KK1706 DENVER DANIELS AND FISHERS TWR      APPROX.36.7 KM 2862906.2 |
 KK1657| KK1736 DENVER GRANT SMELTER CHIMNEY        APPROX.35.9 KM 2921051.4 |
 KK1657| KK1752 WESTMINSTER SCHOOLHOUSE BELFRY      APPROX.43.8 KM 2991612.1 |
 KK1657| KK1684 AURORA STA KOA CONELRAD TOWER       APPROX.18.4 KM 3003502.8 |
 KK1657| CP8303 INDIAN RM 2                           8.691 METERS 33719     |
 KK1657|---------------------------------------------------------------------|
 KK1657
 KK1657                          SUPERSEDED SURVEY CONTROL
 KK1657
 KK1657  ELLIP H (09/27/95) 1831.33   (m)                       GP(       ) 1 1
 KK1657  NAD 83(1992)-  39 39 18.41621(N)    104 35 07.69957(W) AD(       ) 1
 KK1657  NAD 83(1986)-  39 39 18.41021(N)    104 35 07.69816(W) AD(       ) 1
 KK1657  NAD 27      -  39 39 18.45200(N)    104 35 05.81500(W) AD(       ) 1
 KK1657  NGVD 29 (07/19/86) 1848.1    (m)         6063.     (f) VERT ANG       
 KK1657
 KK1657.Superseded values are not recommended for survey control.
 KK1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1657.See file dsdata.txt to determine how the superseded data were derived.
 KK1657
 KK1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED3556189562(NAD 83)
 KK1657_MARKER: DD = SURVEY DISK
 KK1657_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KK1657_MARK LOGO: USGS  
 KK1657_MAGNETIC: P = MARKER IS A STEEL PIPE
 KK1657_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1657+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1995
 KK1657
 KK1657  HISTORY     - Date     Condition        Report By
 KK1657  HISTORY     - 1912     MONUMENTED       USGS
 KK1657  HISTORY     - 1934     GOOD             CGS
 KK1657  HISTORY     - 1934     GOOD             COGS
 KK1657  HISTORY     - 1960     GOOD             CGS
 KK1657  HISTORY     - 1968     GOOD             CGS
 KK1657  HISTORY     - 1977     GOOD             NGS
 KK1657  HISTORY     - 19950201 GOOD             CODOT
 KK1657
 KK1657                          STATION DESCRIPTION
 KK1657
 KK1657'DESCRIBED BY US GEOLOGICAL SURVEY 1912 (CVH)
 KK1657'THIS STATION IS IDENTICAL WITH THE UNITED STATES GEOLOGICAL
 KK1657'SURVEY STATION INDIAN MOUND.  IT IS ON THE CENTER ONE OF A
 KK1657'GROUP OF MOUNDS KNOWN AS THE INDIAN MOUNDS, ABOUT 6 MILES
 KK1657'SOUTH AND 1 MILE EAST OF WATKINS, NEAR THE SOUTHEAST CORNER
 KK1657'OF SEC. 36, T. 4 S., R. 65 W.  THE STATION IS MARKED BY A
 KK1657'UNITED STATES GEOLOGICAL SURVEY IRON-PIPE STATION MARK
 KK1657'PROJECTING 20 INCHES ABOVE THE GROUND.  A REFERENCE MARK
 KK1657'IS 188.922 METERS (619.82
 KK1657'FEET) FROM THE STATION.  THE
 KK1657'SOUTHEAST CORNER STONE OF SECTION 36 IS 135.251 METERS (443.73
 KK1657'FEET) DISTANT.  A CAIRN IS 3.0
 KK1657'METERS (10 FEET) FROM THE REFERENCE MARK AND 192.0
 KK1657'METERS (630 FEET) FROM THE STATION.
 KK1657
 KK1657                          STATION RECOVERY (1934)
 KK1657
 KK1657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (VOC)
 KK1657'DESCRIPTION IS CORRECT WITH THE EXCEPTION THAT STATION IS
 KK1657'ABOUT 6 MILES SOUTH AND 1-1/2 MILES EAST OF WATKINS,
 KK1657'APPROXIMATELY 300 FT. WEST AND 150 FT. SOUTH OF THE EAST
 KK1657'1/4 CORNER OF SECTION 31, T 4 S, R 64 W.
 KK1657
 KK1657                          STATION RECOVERY (1934)
 KK1657
 KK1657'RECOVERY NOTE BY COLORADO GEODETIC SURVEY 1934
 KK1657'THIS STATION IS IDENTICAL WITH THE UNITED STATES GEOLOGICAL
 KK1657'SURVEY STATION INDIAN MOUND.  IT IS ON THE CENTER ONE OF A
 KK1657'GROUP OF MOUNDS KNOWN AS INDIAN MOUNDS, ABOUT 6 MILES SOUTH
 KK1657'AND 1-1/2 MILES EAST OF WATKINS, APPROXIMATELY 300 FEET WEST
 KK1657'AND 150 FEET SOUTH OF THE EAST ONE-QUARTER CORNER OF SECTION
 KK1657'31, T. 4 S., R. 64 W., THE STATION IS MARKED BY A UNITED STATES
 KK1657'GEOLOGICAL SURVEY IRON PIPE STATION MARK PROJECTING 20 INCHES
 KK1657'ABOVE GROUND.  A REFERENCE MARK DESCRIBED IS
 KK1657'188.922 METERS (619.82 FEET) FROM THE STATION.
 KK1657'THE SOUTHEAST CORNERSTONE OF SECTION 36 IS
 KK1657'135.251 METERS (443.73 FEET) DISTANT N 34 DEG 58 MIN E.
 KK1657'A CAIRN IS 3.0 METERS (10 FEET) FROM THE
 KK1657'REFERENCE MARK AND 192.0 METERS (630 FEET) FROM THE
 KK1657'STATION N 19 DEG 31 MIN E.
 KK1657
 KK1657                          STATION RECOVERY (1960)
 KK1657
 KK1657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (NES)
 KK1657'THE STATION WAS RECOVERED AS DESCRIBED.
 KK1657'
 KK1657'THE STATION IS ABOUT 6 MILES SOUTH AND 1 MILE EAST OF WATKINS ON U.S.
 KK1657'GOVERNMENT PROPERTY.
 KK1657'
 KK1657'TO REACH THE STATION FROM THE SOUTH ENTRANCE TO THE FITZSIMONS U.S.
 KK1657'ARMY HOSPITAL, AT THE EAST EDGE OF AURORA, GO EAST ON U.S. HIGHWAYS
 KK1657'36, 40 AND 287 FOR 2.1 MILES TO A SIDE ROAD RIGHT (BUCKLEY ROAD), TURN
 KK1657'RIGHT AND GO SOUTH FOR 1.0 MILE TO THE INTERSECTION WITH STATE HIGHWAY
 KK1657'30, TURN LEFT AND GO EAST ON STATE HIGHWAY 30 FOR 1.0 MILE TO THE
 KK1657'ENTRANCE TO THE BUCKLEY NAVAL AIR STATION ON THE RIGHT.  CONTINUE
 KK1657'EAST, SOUTHEAST AND SOUTH ON STATE HIGHWAY 30 FOR 7.4 MILES TO A FORK,
 KK1657'TAKE LEFT FORK FOR 0.6 MILE TO A GUARD STATION (PASS REQUIRED).
 KK1657'CONTINUE EAST ON THE MACADAM ROAD FOR 6.7 MILES TO A FENCED AREA ON
 KK1657'THE LEFT, USED TO PARK EQUIPMENT, TURN LEFT, PASS THRU THE FENCED
 KK1657'AREA FOR 0.1 MILE TO A GATE, PASS THRU THE GATE AND GO NORTH ON THE
 KK1657'TRACK ROAD FOR 1.0 MILE TO A POINT WHERE THE TRACK ROAD BEARS TO THE
 KK1657'NORTHWEST.  HERE LEAVE THE TRACK ROAD AND GO NORTH ACROSS THE PASTURE
 KK1657'FOR 0.15 MILE TO THE FIRST SUMMIT AND STATION.
 KK1657'
 KK1657'THE STATION MARK, UNSTAMPED, IS A U.S.G.S. MARK ON A 3-INCH PIPE THAT
 KK1657'PROJECTS 14 INCHES.  IT IS 4 1/2 FEET SOUTH OF THE WITNESS POST.
 KK1657'
 KK1657'REFERENCE MARK NO. 1, STAMPED INDIAN USGS NO 1 1960, IS A STANDARD
 KK1657'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 2
 KK1657'INCHES.  IT IS 19 FEET NORTHEAST OF THE WITNESS POST.
 KK1657'
 KK1657'REFERENCE MARK NO. 2, STAMPED INDIAN USGS NO 2 1960, IS A STANDARD
 KK1657'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 KK1657'3 INCHES.  IT IS 26 FEET NORTHWEST OF THE WITNESS POST.
 KK1657'
 KK1657'REFERENCE MARK NO. 3, UNSTAMPED, IS A STANDARD DISK SET IN A 4-INCH
 KK1657'PIPE FILLED WITH CONCRETE THAT PROJECTS 1 INCH.
 KK1657'
 KK1657'TRIANGULATION STATION LOWRY MAY BE USED FOR THE AZIMUTH MARK.  SEE
 KK1657'DESCRIPTION THEREOF.
 KK1657
 KK1657                          STATION RECOVERY (1968)
 KK1657
 KK1657'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRK)
 KK1657'STATION MARK, REFERENCE MARKS NO. 1 NO. 2 AND NO. 3 WERE
 KK1657'RECOVERED AND FOUND IN GOOD CONDITION, AS DESCRIBED IN THE
 KK1657'1960 DESCRIPTION.
 KK1657'
 KK1657'A CHECK WAS MADE FOR DISTANCE AND DIRECTION TO THE REFERENCE
 KK1657'MARKS, A DIFFERENCE WAS FOUND IN DISTANCE TO REFERENCE MARK
 KK1657'NO. 3 AND A DIFFERENCE IN DIRECTION WAS FOUND TO REFERENCE
 KK1657'MARK NO. 1.
 KK1657'
 KK1657'THE LOCATION AND ROUTE TO THE STATION ARE ADEQUATE.
 KK1657'
 KK1657'BENCH MARK (USGS) U 374 1960 WAS USED AS AN AZIMUTH MARK AT
 KK1657'THIS TIME.  IT IS 120 FEET NORTH OF THE APPROXIMATE CENTER
 KK1657'OF SURFACED ROAD, 3 FEET WEST OF METAL WITNESS POST WITH
 KK1657'SIGN ATTACHED, 2 FEET SOUTHEAST OF AN UTILITY POLE AND 1.8
 KK1657'FEET SOUTH OF FENCELINE.  STATION IS MARKED BY A STANDARD
 KK1657'BENCH MARK DISK SET IN THE TOP OF A 10X10 INCH CONCRETE
 KK1657'MONUMENT, THAT PROJECTS 8 INCHES ABOVE THE SURFACE OF THE
 KK1657'GROUND.  THE DISK IS STAMPED U 374 1960.
 KK1657'
 KK1657'TO REACH BENCH MARK (USGS) U 374 1960 FROM TRIANGULATION
 KK1657'STATION INDIAN (USGS) 1912, GO SOUTH ON DIRT ROAD FOR 1.15
 KK1657'MILES TO THE GATE AT THE SURFACE ROAD.  PASS THRU GATE AND
 KK1657'GO EAST ON SURFACED ROAD FOR 0.1 MILE AND MARK ON THE LEFT,
 KK1657'NORTH SIDE OF ROAD.  AS DESCRIBED.
 KK1657'
 KK1657'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 14.63 FEET.
 KK1657'
 KK1657'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 6
 KK1657'MILES SOUTH OF WATKINS
 KK1657
 KK1657                          STATION RECOVERY (1977)
 KK1657
 KK1657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1657'THE STATION MARK, REFERENCE MARKS 1, 2, AND 3, AND BENCH MARK
 KK1657'U 374 WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE TO
 KK1657'REFERENCE MARK 1 CHECKED, BUT A DIFFERENCE IN DIRECTION OF
 KK1657'4 MINUTES LARGER WAS NOTED.  THE DISTANCE TO REFERENCE MARK 2
 KK1657'WAS FOUND TO BE 0.005 METER LONGER, BUT THE DIRECTION CHECKED.
 KK1657'THE DISTANCE TO REFERENCE MARK 3 WAS FOUND SHORTER BY
 KK1657'0.084 METER AND THE DIRECTION CHECKED.
 KK1657'THE DIRECTION TO THE BENCH MARK COULD NOT BE CHECKED (NO
 KK1657'PREVIOUS DATA).  A NEW DESCRIPTION FOLLOWS.
 KK1657'
 KK1657'THE STATION IS LOCATED 14 MILES EAST OF THE JUNCTION OF
 KK1657'INTERSTATE HIGHWAY 225 AND U.S. HIGHWAYS 40 AND 287 AT THE
 KK1657'EAST EDGE OF DENVER, 2 MILES SOUTH OF THE NORTH BOUNDARY OF THE
 KK1657'LOWRY AIR FORCE BASE BOMBING RANGE, 2 MILES EAST OF BOX ELDER
 KK1657'CREEK, ON A CENTRAL KNOLL ON A LOW RIDGE, ON GOVERNMENT
 KK1657'PROPERTY, 0.1 MILE EAST-NORTHEAST OF A MINE ENTRANCE, IN THE
 KK1657'SOUTHEAST CORNER OF SECTION 31, T 4 S, R 64 W.
 KK1657'
 KK1657'TO REACH THE STATION FROM THE ABOVE MENTIONED JUNCTION, GO
 KK1657'EAST ON HIGHWAYS 40 AND 287 FOR 1.8 MILES TO A ROAD RIGHT.
 KK1657'TURN RIGHT, SOUTH, ON BUCKLEY ROAD FOR 0.9 MILE TO A
 KK1657'CROSSROAD.  TURN LEFT, EAST, ON STATE HIGHWAY 30 FOR 1.0 MILE
 KK1657'TO THE ENTRANCE TO THE BUCKLEY AIR NATIONAL GUARD BASE ON THE
 KK1657'RIGHT.  CONTINUE EAST AND SOUTH ON HIGHWAY 30 FOR 7.1 MILES TO
 KK1657'A FORK AT THE DENVER LANDFILL GARBAGE DUMP.  BEAR LEFT, EAST,
 KK1657'ON QUINCY AVENUE EAST (COUNTY ROAD 30) FOR 7.0 MILES TO A DIRT
 KK1657'ROAD LEFT, JUST BEFORE REACHING A LARGE METAL BUILDING.  (TO
 KK1657'REACH THE BENCH MARK, CONTINUE EAST FOR 0.1 MILE TO THE MARK
 KK1657'ON THE LEFT).  TURN LEFT, NORTH, ON THE DIRT ROAD FOR 100 FEET
 KK1657'TO A GATE.  PASS THROUGH GATE AND CONTINUE NORTH FOR 0.3 MILE
 KK1657'ON THE ROAD TO A CURVE LEFT.  BEAR RIGHT, NORTHERLY,
 KK1657'FOLLOWING THE HIGH GROUND CONTOUR CROSS COUNTRY FOR 0.8
 KK1657'MILE TO THE MINE ENTRANCE AND THE STATION ON THE FIRST KNOLL
 KK1657'TO THE EAST.
 KK1657'
 KK1657'STATION MARK, UNSTAMPED, IS A U.S. GEOLOGICAL SURVEY DISK
 KK1657'RIVETED TO THE TOP OF A 4-INCH PIPE PROJECTING 12 INCHES ABOVE
 KK1657'GROUND.  IT IS 246 FEET WEST OF A WIRE FENCE AND 6 FEET
 KK1657'NORTHWEST OF A METAL WITNESS POST.  NO PREVIOUS MENTION OF AN
 KK1657'UNDERGROUND MARK.
 KK1657'
 KK1657'REFERENCE MARK 1, STAMPED---INDIAN USGS NO 1 1960---, A
 KK1657'STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 KK1657'PROJECTING 2 INCHES ABOVE GROUND.  IT IS 226 FEET WEST OF THE
 KK1657'FENCE, AND 20 FEET NORTHEAST OF THE WITNESS POST AT THE
 KK1657'STATION.
 KK1657'
 KK1657'REFERENCE MARK 2, STAMPED---INDIAN USGS NO 2 1960---, A
 KK1657'STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 KK1657'POST PROJECTING 2 INCHES ABOVE GROUND.  IT IS 3.5 FEET
 KK1657'NORTHEAST OF A METAL WITNESS POST.
 KK1657'
 KK1657'REFERENCE MARK 3, UNSTAMPED, A STANDARD DISK SET IN THE TOP OF
 KK1657'A CONCRETE-FILLED 4-INCH PIPE FLUSH WITH THE GROUND.  IT IS ON
 KK1657'THE FIRST KNOLL NORTHEAST OF THE STATION, 56.8 FEET WEST OF A
 KK1657'WIRE FENCE, 34 PACES SOUTHEAST OF A 4 FOOT DEEP CRATER AT THE
 KK1657'HEAD OF A RAVINE, 5 FEET EAST OF THE CENTER OF A DIM TRACK
 KK1657'ROAD AND 1.5 FEET SOUTHEAST OF A METAL WITNESS POST (WHICH IS
 KK1657'ON RANGE WITH THE STATION).
 KK1657'
 KK1657'BENCH MARK U 374, STAMPED---U 374 1960---, A STANDARD DISK SET
 KK1657'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING 3
 KK1657'INCHES ABOVE GROUND.  IT IS 171 FEET SOUTHEAST OF THE
 KK1657'SOUTHEAST CORNER OF A LARGE BUILDING, 121 FEET NORTH OF THE
 KK1657'ROAD CENTER, 83.5 FEET WEST OF A WIRE FENCE CORNER, 80 FEET
 KK1657'WEST OF THE EXTENDED CENTER OF A PAVED ROAD LEADING SOUTH
 KK1657'AND 2.5 FEET WEST OF A METAL WITNESS POST.
 KK1657'
 KK1657'HEIGHT OF LIGHT ABOVE STATION MARK IS 3.5 METERS
 KK1657
 KK1657                          STATION RECOVERY (1995)
 KK1657
 KK1657'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (KAW)
 KK1657'THE STATION WILL BE USED DURING A GPS PROJECT. THE STATION IS ABOUT 6
 KK1657'MI (9.7 KM) SOUTH OF WATKINS IN THE SOUTHEAST 1/4 OF SEC 31, T 4 S, R
 KK1657'64 W, 6TH P.M. OWNERSHIP--U.S. GOVERNMENT. TO REACH THE STATION FROM
 KK1657'THE I-70 WATKINS INTERCHANGE (EXIT 295), GO SOUTH ON ARAPAHOE COUNTY
 KK1657'ROAD 97 (WATKINS ROAD) FOR 5.5 MI (8.9 KM) TO A DIRT ROAD ON THE LEFT
 KK1657'LEADING TO A MILITARY INSTALLATION.  TURN LEFT AND PROCEED EAST FOR
 KK1657'0.3 MI (0.5 KM) TO A TRACK ROAD ON THE RIGHT ON THE SOUTH SIDE OF THE
 KK1657'MILITARY INSTALLATION, TURN RIGHT ON THE TRACK ROAD AND PROCEED
 KK1657'SOUTHEASTERLY ALONG A RIDGE BEARING RIGHT AT A FORK IN THE TRACK ROAD
 KK1657'AT 0.6 MI, CONTINUE ON THE TRACK ROAD FOR 0.4 MI, BEARING RIGHT, ON
 KK1657'THE SOUTH SIDE OF A RIDGE, TO THE STATION ON THE LEFT ON TOP OF A
 KK1657'RIDGE. IT IS A 3-3/4" USGS BENCHMARK DISK ON A 3" METAL PIPE WHICH
 KK1657'PROTRUDES 1 FT (0.3 M) FROM THE GROUND.  IT IS 21.7 FT (6.6 M) WEST OF
 KK1657'INDIAN REF. MARK 1, 28.6 FT (8.7 M) SOUTH-SOUTHWEST OF INDIAN REF.
 KK1657'MARK 2, AND 2.5 FT (0.8 M) SOUTH OF A METAL NGS WITNESS POST AND SIGN.
 KK1657'DESCRIPTION BY K.A. WILLIAMS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1996 ***********************************************************************
 KK1996  DESIGNATION -  INDIAN
 KK1996  PID         -  KK1996
 KK1996  STATE/COUNTY-  CO/PARK
 KK1996  USGS QUAD   -  EAGLE ROCK (1994)
 KK1996
 KK1996                         *CURRENT SURVEY CONTROL
 KK1996  ___________________________________________________________________
 KK1996* NAD 83(1992)-  39 14 20.07810(N)    105 44 05.53756(W)     ADJUSTED  
 KK1996* NAVD 88     -      3160.5    (meters)   10369.     (feet)  VERTCON   
 KK1996  ___________________________________________________________________
 KK1996  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 KK1996  GEOID HEIGHT-         -13.25  (meters)                     GEOID03
 KK1996
 KK1996  HORZ ORDER  -  THIRD
 KK1996
 KK1996.The horizontal coordinates were established by classical geodetic methods
 KK1996.and adjusted by the National Geodetic Survey in January 1993..
 KK1996
 KK1996.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1996
 KK1996.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1996
 KK1996.The geoid height was determined by GEOID03.
 KK1996
 KK1996;                    North         East     Units Scale Factor Converg.
 KK1996;SPC CO C     -   460,856.652   894,125.615   MT  0.99993880   -0 08 53.3
 KK1996;SPC CO C     - 1,511,993.87  2,933,477.12   sFT  0.99993880   -0 08 53.3
 KK1996;UTM  13      - 4,343,546.565   436,580.384   MT  0.99964952   -0 27 53.5
 KK1996
 KK1996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1996!SPC CO C     -   0.99950647  x   0.99993880  =   0.99944530
 KK1996!UTM  13      -   0.99950647  x   0.99964952  =   0.99915616
 KK1996
 KK1996:                Primary Azimuth Mark                     Grid Az
 KK1996:SPC CO C     -  OBSERVATORY NO 2                         051 12 14.0
 KK1996:UTM  13      -  OBSERVATORY NO 2                         051 31 14.2
 KK1996
 KK1996|---------------------------------------------------------------------|
 KK1996| PID    Reference Object                     Distance      Geod. Az  |
 KK1996|                                                           dddmmss.s |
 KK1996| KK1989 OBSERVATORY NO 2                    APPROX. 4.3 KM 0510320.7 |
 KK1996|---------------------------------------------------------------------|
 KK1996
 KK1996                          SUPERSEDED SURVEY CONTROL
 KK1996
 KK1996  NAD 83(1986)-  39 14 20.07201(N)    105 44 05.54352(W) AD(       ) 3
 KK1996  NAD 27      -  39 14 20.11492(N)    105 44 03.51061(W) AD(       ) 3
 KK1996  NGVD 29 (07/19/86) 3158.9    (m)        10364.     (f) VERT ANG       
 KK1996
 KK1996.Superseded values are not recommended for survey control.
 KK1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1996.See file dsdata.txt to determine how the superseded data were derived.
 KK1996
 KK1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD3658043547(NAD 83)
 KK1996_MARKER: DD = SURVEY DISK
 KK1996_SETTING: 0 = UNSPECIFIED SETTING
 KK1996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1996
 KK1996  HISTORY     - Date     Condition        Report By
 KK1996  HISTORY     - 1944     MONUMENTED       USGS
 KK1996  HISTORY     - 1954     GOOD             USGS
 KK1996
 KK1996                          STATION DESCRIPTION
 KK1996
 KK1996'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 KK1996'RECOVERED AND REDESCRIBED AS FOLLOWS
 KK1996'
 KK1996'TO REACH FROM FAIRPLAY POST OFFICE, GO 0.3 MI. ON HIGHWAY 9 TO
 KK1996'JUNCTION OF HIGHWAYS 9 AND 285, TURN LEFT (N.) ONTO HIGHWAY 285
 KK1996'AND GO 10.2 MI. TO T-RD. E., TURN RIGHT (E.) ONTO T-RD. AND GO
 KK1996'3.8 MI. TO RD. FORK, CONTINUE ON LEFT FORK (E.) 0.9 MI. TO RD.
 KK1996'FORK, CONTINUE ON LEFT FORK (E.) 1.4 MI. TO RD. FORK, TURN RIGHT
 KK1996'(SE.) AND GO 3.9 MI. ON MAIN TRAVELED RD. TO RD. FORK, TURN LEFT
 KK1996'(E.) AND GO 0.4 MI. TO RD. FORK, CONTINUE STRAIGHT AHEAD (E.) 1.5
 KK1996'MI. TO S. SIDE OF BLACK MTN., TURN LEFT (W.) OFF RD. AND GO 0.3 MI.
 KK1996'UP S. SLOPE OF MOUNTAIN, LEAVE VEHICLE AND WALK N. ABOUT 500 FT. TO
 KK1996'TOP OF MOUNTAIN AND STATION.
 KK1996'
 KK1996'STATION MARK--RECOVERED IN GOOD CONDITION, STAMPED ---INDIAN 1954---.
 KK1996'
 KK1996'REFERENCE MARK--REFERENCE MARK ESTABLISHED 20.54 FT. DISTANT FROM
 KK1996'STATION, CHISELED MARK, N 55 DEG 40 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0591 ***********************************************************************
 JM0591  DESIGNATION -  INDIAN
 JM0591  PID         -  JM0591
 JM0591  STATE/COUNTY-  CO/MESA
 JM0591  USGS QUAD   -  INDIAN POINT (1973)
 JM0591
 JM0591                         *CURRENT SURVEY CONTROL
 JM0591  ___________________________________________________________________
 JM0591* NAD 83(1992)-  38 54 57.63190(N)    108 10 48.06031(W)     ADJUSTED  
 JM0591* NAVD 88     -      3048.1    (meters)   10000.     (feet)  VERTCON   
 JM0591  ___________________________________________________________________
 JM0591  LAPLACE CORR-          11.75  (seconds)                    DEFLEC99
 JM0591  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 JM0591
 JM0591  HORZ ORDER  -  THIRD
 JM0591
 JM0591.The horizontal coordinates were established by classical geodetic methods
 JM0591.and adjusted by the National Geodetic Survey in January 1993..
 JM0591
 JM0591.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0591
 JM0591.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0591
 JM0591.The geoid height was determined by GEOID03.
 JM0591
 JM0591;                    North         East     Units Scale Factor Converg.
 JM0591;SPC CO C     -   428,413.145   682,014.792   MT  0.99994110   -1 41 24.9
 JM0591;SPC CO C     - 1,405,552.13  2,237,576.86   sFT  0.99994110   -1 41 24.9
 JM0591;UTM  12      - 4,311,237.413   744,496.745   MT  1.00033616   +1 46 20.4
 JM0591
 JM0591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0591!SPC CO C     -   0.99952451  x   0.99994110  =   0.99946564
 JM0591!UTM  12      -   0.99952451  x   1.00033616  =   0.99986051
 JM0591
 JM0591                          SUPERSEDED SURVEY CONTROL
 JM0591
 JM0591  NAD 83(1986)-  38 54 57.62248(N)    108 10 48.05986(W) AD(       ) 3
 JM0591  NGVD 29 (05/18/92) 3046.7    (m)         9996.     (f) VERT ANG       
 JM0591
 JM0591.Superseded values are not recommended for survey control.
 JM0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0591.See file dsdata.txt to determine how the superseded data were derived.
 JM0591
 JM0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ4449711237(NAD 83)
 JM0591_MARKER: DD = SURVEY DISK
 JM0591_SETTING: 66 = SET IN ROCK OUTCROP
 JM0591_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JM0591_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0591+STABILITY: POSITION/ELEVATION WELL
 JM0591
 JM0591  HISTORY     - Date     Condition        Report By
 JM0591  HISTORY     - 1965     MONUMENTED       USGS
 JM0591
 JM0591                          STATION DESCRIPTION
 JM0591
 JM0591'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 JM0591'LOCATED ABOUT 14.0 MI. (AIRLINE) NW. OF DELTA, COLORADO, ABOUT 15.5
 JM0591'MI. (AIRLINE) ESE. OF WHITEWATER, COLORADO, ABOUT 14.5 MI. (AIRLINE)
 JM0591'W. OF CEDAREDGE, COLORADO, ABOUT 8.0 MI. (AIRLINE) SSE. OF THE USFS
 JM0591'OBSERVATORY BUILDING AT --LANDS END--, COLORADO, AND ON THE --INDIAN
 JM0591'POINT-- AT THE SW. EDGE OF --GRAND MESA--, IN MESA COUNTY, COLORADO.
 JM0591'
 JM0591'STATION SITE IS LOCATED AT THE TOP EDGE OF THE NW. TIP OF --INDIAN
 JM0591'POINT--, IN MIDST OF A GROUP OF ROUNDED ROCK OUTCROP.  STATION MARK
 JM0591'IS SET IN TOP OF A FLAT ROCK OUTCROP AND APPROXIMATELY FLUSH WITH
 JM0591'NORMAL GROUND LEVEL.
 JM0591'
 JM0591'STATION SITE REACHED VIA HELICOPTER.
 JM0591'
 JM0591'STATION MARK--STANDARD USGS ALUMINUM TABLET, STAMPED
 JM0591'---INDIAN-E.T.-1965---, CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0619 ***********************************************************************
 HL0619  DESIGNATION -  INDIAN MOUNTAIN
 HL0619  PID         -  HL0619
 HL0619  STATE/COUNTY-  CO/ARCHULETA
 HL0619  USGS QUAD   -  BALDY MOUNTAIN (1964)
 HL0619
 HL0619                         *CURRENT SURVEY CONTROL
 HL0619  ___________________________________________________________________
 HL0619* NAD 83(1992)-  37 22 17.13317(N)    107 28 44.00744(W)     ADJUSTED  
 HL0619* NAVD 88     -      3804.     (meters)   12480.     (feet)  SCALED    
 HL0619  ___________________________________________________________________
 HL0619  LAPLACE CORR-           5.19  (seconds)                    DEFLEC99
 HL0619  GEOID HEIGHT-         -17.33  (meters)                     GEOID03
 HL0619
 HL0619  HORZ ORDER  -  FIRST
 HL0619
 HL0619.The horizontal coordinates were established by classical geodetic methods
 HL0619.and adjusted by the National Geodetic Survey in January 1993..
 HL0619
 HL0619.The orthometric height was scaled from a topographic map.
 HL0619
 HL0619.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0619
 HL0619.The geoid height was determined by GEOID03.
 HL0619
 HL0619;                    North         East     Units Scale Factor Converg.
 HL0619;SPC CO S     -   384,874.027   739,134.925   MT  0.99997781   -1 12 49.7
 HL0619;SPC CO S     - 1,262,707.54  2,424,978.50   sFT  0.99997781   -1 12 49.7
 HL0619;UTM  13      - 4,138,960.335   280,497.316   MT  1.00019354   -1 30 18.9
 HL0619
 HL0619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0619!SPC CO S     -   0.99940606  x   0.99997781  =   0.99938388
 HL0619!UTM  13      -   0.99940606  x   1.00019354  =   0.99959948
 HL0619
 HL0619|---------------------------------------------------------------------|
 HL0619| PID    Reference Object                     Distance      Geod. Az  |
 HL0619|                                                           dddmmss.s |
 HL0619| CM7487 INDIAN MOUNTAIN RM 1                  3.423 METERS 07453     |
 HL0619| HL0618 LOS PINOS                           APPROX.14.3 KM 1540629.7 |
 HL0619| CM7488 INDIAN MOUNTAIN RM 2                 13.538 METERS 20631     |
 HL0619|---------------------------------------------------------------------|
 HL0619
 HL0619                          SUPERSEDED SURVEY CONTROL
 HL0619
 HL0619  NAD 83(1986)-  37 22 17.13175(N)    107 28 44.01217(W) AD(       ) 1
 HL0619  NAD 27      -  37 22 17.12500(N)    107 28 41.81300(W) AD(       ) 1
 HL0619
 HL0619.Superseded values are not recommended for survey control.
 HL0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0619.See file dsdata.txt to determine how the superseded data were derived.
 HL0619
 HL0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB8049738960(NAD 83)
 HL0619_MARKER: DS = TRIANGULATION STATION DISK
 HL0619_SETTING: 80 = SET IN A BOULDER
 HL0619_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HL0619
 HL0619  HISTORY     - Date     Condition        Report By
 HL0619  HISTORY     - 1936     MONUMENTED       CGS
 HL0619
 HL0619                          STATION DESCRIPTION
 HL0619
 HL0619'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 HL0619'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN
 HL0619'DRILL HOLES IN OUTCROPPING BEDROCK.
 HL0619'
 HL0619'LOS PINOS, A GOOD AZIMUTH OBJECT IS ABOUT 10 MILES AIR LINE,
 HL0619'SSE, ON THE MIDDLE ONE OF A SERIES OF SHARPLY TILTED ROCK
 HL0619'HILLS ALONG THE NE SIDE OF YELLOWJACKET CREEK.
 HL0619'
 HL0619'TO REACH FROM BAYFIELD AT THREE WAY GASOLINE STATION ON U.S.
 HL0619'HIGHWAY 160 (20 MILES E OF DURANGO).  GO E ON U.S. HIGHWAY
 HL0619'160 FOR 7.8 MILES TO THE TOWNSEND RANCH, (HOUSE ON THE LEFT
 HL0619'AND BARNS ON RIGHT OF ROAD).  HERE OBTAIN HORSES FROM MR.
 HL0619'DAN F. TOWNSEND OR SON AS THEIR SERVICES AS GUIDES ARE OF THE
 HL0619'BEST, THE TRAILS ARE LARGELY IMAGINARY AND LEAD THROUGH THICK
 HL0619'TIMBER ALL THE WAY TO THE STATION.  FROM TOWNSENDS RANCH DRIVE
 HL0619'TO SNOOKS RANCH WHERE MR. TOWNSEND WILL HAVE HIS HORSES.
 HL0619'FROM SNOOKS RANCH FOLLOW VARIOUS COW TRAILS IN A GENERALLY
 HL0619'EASTERLY DIRECTION TO THE TOP OF THE RIDGE, THEN FOLLOW THE
 HL0619'RIDGE NORTHERLY TO A LOG DRIFT FENCE.  FOLLOW ALONG OR NEAR
 HL0619'THIS DRIFT FENCE IN A NORTHWESTERLY DIRECTION FOR ABOUT 4
 HL0619'1/2 MILES, PASSING THROUGH TWO GATES IN DRIFT FENCE, TO AN
 HL0619'ABANDONED CONSTRUCTION CAMP SITE IN A SMALL PARK NEAR THE END
 HL0619'OF THE FENCE.  FROM HERE THE MOUNTAIN AND STATION CAN BE
 HL0619'SEEN TO THE W.  FOLLOW UP THE SHOULDER OF THE MOUNTAIN IN A
 HL0619'NORTHWESTERLY DIRECTION TO THE TOP. FOUR HOURS HORSE PACK
 HL0619'FROM SNOOKS RANCH.
 HL0619'
 HL0619'NO SUITABLE PLACE FOR AZIMUTH WAS FOUND.  (HEAVY TIMBER)
 HL0619'
 HL0619'ALL OBJECTS VISIBLE FROM GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9852 ***********************************************************************
 AG9852  DESIGNATION -  INDUSTRIAL
 AG9852  PID         -  AG9852
 AG9852  STATE/COUNTY-  CO/MORGAN
 AG9852  USGS QUAD   -  FORT MORGAN (1984)
 AG9852
 AG9852                         *CURRENT SURVEY CONTROL
 AG9852  ___________________________________________________________________
 AG9852* NAD 83(1992)-  40 15 07.72827(N)    103 45 34.21739(W)     ADJUSTED  
 AG9852* NAVD 88     -      1310.3    (meters)    4299.     (feet)  GPS OBS   
 AG9852  ___________________________________________________________________
 AG9852  X           -  -1,159,658.630 (meters)                     COMP
 AG9852  Y           -  -4,735,730.754 (meters)                     COMP
 AG9852  Z           -   4,100,227.381 (meters)                     COMP
 AG9852  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 AG9852  ELLIP HEIGHT-        1290.79  (meters)          (12/03/02) GPS OBS
 AG9852  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 AG9852
 AG9852  HORZ ORDER  -  FIRST
 AG9852  ELLP ORDER  -  FOURTH    CLASS II
 AG9852
 AG9852.The horizontal coordinates were established by GPS observations
 AG9852.and adjusted by the National Geodetic Survey in August 1998..
 AG9852
 AG9852.The orthometric height was determined by GPS observations and a
 AG9852.high-resolution geoid model.
 AG9852
 AG9852.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9852
 AG9852.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9852
 AG9852.The ellipsoidal height was determined by GPS observations
 AG9852.and is referenced to NAD 83.
 AG9852
 AG9852.The geoid height was determined by GEOID03.
 AG9852
 AG9852;                    North         East     Units Scale Factor Converg.
 AG9852;SPC CO N     -   408,270.114 1,062,465.408   MT  0.99995685   +1 07 28.5
 AG9852;SPC CO N     - 1,339,466.20  3,485,771.93   sFT  0.99995685   +1 07 28.5
 AG9852;UTM  13      - 4,456,481.664   605,499.171   MT  0.99973701   +0 48 05.8
 AG9852
 AG9852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9852!SPC CO N     -   0.99979755  x   0.99995685  =   0.99975441
 AG9852!UTM  13      -   0.99979755  x   0.99973701  =   0.99953461
 AG9852
 AG9852                          SUPERSEDED SURVEY CONTROL
 AG9852
 AG9852  ELLIP H (08/11/98) 1290.76   (m)                       GP(       ) 4 1
 AG9852
 AG9852.Superseded values are not recommended for survey control.
 AG9852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9852.See file dsdata.txt to determine how the superseded data were derived.
 AG9852
 AG9852_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE0549956482(NAD 83)
 AG9852_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9852_STAMPING: INDUSTRIAL 1997
 AG9852_MARK LOGO: NGS   
 AG9852_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9852+STABILITY: SURFACE MOTION
 AG9852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9852+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AG9852
 AG9852  HISTORY     - Date     Condition        Report By
 AG9852  HISTORY     - 1997     MONUMENTED       NGS
 AG9852
 AG9852                          STATION DESCRIPTION
 AG9852
 AG9852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AG9852'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) WEST OF BRUSH, 2 MI (3.2
 AG9852'KM) EAST OF FORT MORGAN AND IN THE FORT MORGAN INDUSTRIAL PARK, IN THE
 AG9852'SOUTHEAST 1/4 OF SECTION 4, T 3 N, R 57 W.  OWNERSHIP--CITY OF FORT
 AG9852'MORGAN  TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 52
 AG9852'(MAIN STREET) AND U.  S.  HIGHWAY 34 (PLATTE AVENUE) IN CITY OF FORT
 AG9852'MORGAN, GO EAST FOR 2.0 MI (3.2 KM) TO A SIDE ROAD RIGHT, DILLI DRIVE
 AG9852'AND THE ENTRANCE TO THE FORT MORGAN INDUSTRIAL PARK.  TURN RIGHT,
 AG9852'SOUTH, ON DILLI DRIVE FOR 0.1 MI (0.2 KM) TO A T INTERSECTION, EAST
 AG9852'BIJOU AVENUE.  TURN LEFT, EAST, ON EAST BIJOU AVENUE FOR 0.2 MI (0.3
 AG9852'KM) TO A RIGHT TURN AND THE STATION  THE MARK IS A STANDARD DISK SET
 AG9852'INTO THE TOP OF A ROUND 40 CM CONCRETE POST, FLUSH WITH THE GROUND.
 AG9852'IT IS 47.7 M (156.5 FT) SOUTH FROM THE SOUTHWEST CORNER OF A CHAIN
 AG9852'LINK FENCE AROUND A TRAILER STORAGE YARD, 43.7 M (143.4 FT) SOUTH FROM
 AG9852'THE EXTENDED CENTER OF BIJOU AVENUE, 32.6 M (107.0 FT) NORTH FROM A
 AG9852'LIGHT POST, 10.9 M (35.8 FT) EAST FROM THE CENTER OF THE ROAD AND 0.6
 AG9852'M (2.0 FT) NORTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0702 ***********************************************************************
 LN0702  DESIGNATION -  INGRAM
 LN0702  PID         -  LN0702
 LN0702  STATE/COUNTY-  CO/MOFFAT
 LN0702  USGS QUAD   -  RESERVOIR DRAW (1973)
 LN0702
 LN0702                         *CURRENT SURVEY CONTROL
 LN0702  ___________________________________________________________________
 LN0702* NAD 83(1992)-  40 56 26.54124(N)    108 14 06.68541(W)     ADJUSTED  
 LN0702* NAVD 88     -      2051.2    (meters)    6730.     (feet)  GPS OBS   
 LN0702  ___________________________________________________________________
 LN0702  X           -  -1,510,283.407 (meters)                     COMP
 LN0702  Y           -  -4,584,062.159 (meters)                     COMP
 LN0702  Z           -   4,158,785.193 (meters)                     COMP
 LN0702  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 LN0702  ELLIP HEIGHT-        2035.54  (meters)          (10/21/02) GPS OBS
 LN0702  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 LN0702
 LN0702  HORZ ORDER  -  B
 LN0702  ELLP ORDER  -  FOURTH    CLASS II
 LN0702
 LN0702.The horizontal coordinates were established by GPS observations
 LN0702.and adjusted by the National Geodetic Survey in May 1992..
 LN0702
 LN0702.The orthometric height was determined by GPS observations and a
 LN0702.high-resolution geoid model.
 LN0702
 LN0702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LN0702
 LN0702.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0702
 LN0702.The ellipsoidal height was determined by GPS observations
 LN0702.and is referenced to NAD 83.
 LN0702
 LN0702.The geoid height was determined by GEOID03.
 LN0702
 LN0702;                    North         East     Units Scale Factor Converg.
 LN0702;SPC CO N     -   486,829.490   684,099.740   MT  1.00002933   -1 46 02.3
 LN0702;SPC CO N     - 1,597,206.42  2,244,417.23   sFT  1.00002933   -1 46 02.3
 LN0702;UTM  12      - 4,535,856.193   732,745.902   MT  1.00026678   +1 48 45.1
 LN0702
 LN0702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0702!SPC CO N     -   0.99968080  x   1.00002933  =   0.99971013
 LN0702!UTM  12      -   0.99968080  x   1.00026678  =   0.99994750
 LN0702
 LN0702                          SUPERSEDED SURVEY CONTROL
 LN0702
 LN0702  NAD 83(1986)-  40 56 26.52650(N)    108 14 06.66914(W) AD(       ) 3
 LN0702  ELLIP H (05/26/92) 2035.55   (m)                       GP(       ) 4 1
 LN0702  NGVD 29 (06/11/92) 2049.8    (m)         6725.     (f) GPS OBS        
 LN0702
 LN0702.Superseded values are not recommended for survey control.
 LN0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0702.See file dsdata.txt to determine how the superseded data were derived.
 LN0702
 LN0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYL3274635856(NAD 83)
 LN0702_MARKER: I = METAL ROD
 LN0702_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LN0702_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LN0702_STAMPING: INGRAM 1991
 LN0702_MARK LOGO: NGS   
 LN0702_PROJECTION: FLUSH
 LN0702_MAGNETIC: I = MARKER IS A STEEL ROD
 LN0702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0702+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2001
 LN0702_ROD/PIPE-DEPTH: 11.8 meters
 LN0702_SLEEVE-DEPTH  : 1 meters
 LN0702
 LN0702  HISTORY     - Date     Condition        Report By
 LN0702  HISTORY     - 1991     MONUMENTED       NGS
 LN0702  HISTORY     - 19931001 GOOD             NGS
 LN0702  HISTORY     - 20011003 GOOD             WYHD
 LN0702
 LN0702                          STATION DESCRIPTION
 LN0702
 LN0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LN0702'STATION IS LOCATED ABOUT 75 KM (46.6 MI) NORTHWEST OF CRAIG, 50 KM
 LN0702'(31.1 MI) WEST-SOUTHWEST OF BAGGS, WYOMING, 6.5 KM (4.0 MI) SOUTH OF
 LN0702'THE COLORADO-WYOMING STATE LINE, ALONG A GRAVEL ROAD, AT MILE 34.6,
 LN0702'ON TOP OF A BARE RIDGE AT A ROAD JUNCTION, IN THE SOUTHEAST 1/4 OF
 LN0702'SECTION 1, T 11 N, R 97 W.  OWNERSHIP--BUREAU OF LAND MANAGEMENT.
 LN0702'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 70 AND 789 IN BAGGS,
 LN0702'WYOMING, GO SOUTH ON HIGHWAY 789 FOR 2.55 MI (4.10 KM) TO THE
 LN0702'COLORADO STATE LINE.  CONTINUE SOUTH ON COLORADO HIGHWAY 13 FOR 2.0
 LN0702'MI (3.2 KM) TO A PAVED ROAD RIGHT (THIS POINT IS 36.5 MI (58.7 KM) BY
 LN0702'ROAD NORTH OF CRAIG).  TURN RIGHT, WEST, ON COUNTY ROAD 4 FOR 28.3 MI
 LN0702'(45.5 KM) TO THE PAVEMENT END AT BRIDGE OVER LITTLE SNAKE RIVER.
 LN0702'CONTINUE AHEAD ON GRAVEL ROAD FOR 8.45 MI (13.60 KM) TO COUNTY ROAD
 LN0702'66 ON THE LEFT AT TOP OF RISE AND STATION ON THE LEFT.
 LN0702'STATION MARK IS A PUNCH HOLE TOP CENTER IN A STEEL ROD ENCASED IN A
 LN0702'PVC PIPE WITH LOGO CAP SET IN AN 0.5 M (1.6 FT) ROUND CONCRETE POST
 LN0702'FLUSH WITH THE GROUND.  IT IS 22.4 M (73.5 FT) SOUTHEAST OF THE
 LN0702'JUNCTION OF MOFFAT COUNTY ROAD 4 AND ROUTE 66, 21.7 M (71.2 FT) SOUTH
 LN0702'OF THE CENTER OF ROAD 4, 16.6 M (54.5 FT) EAST OF THE CENTER OF ROUTE
 LN0702'66, 0.5 M (1.6 FT) LOWER THAN THE ROAD JUNCTION AND 1.1 M (3.6 FT)
 LN0702'SOUTHEAST OF A FIBERGLASS WITNESS POST AND 1.3 M (4.3 FT)
 LN0702'WEST-NORTHWEST OF A FIBERGLASS WITNESS POST.
 LN0702'DESCRIBED BY G.R.HEID
 LN0702
 LN0702                          STATION RECOVERY (1993)
 LN0702
 LN0702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (AJL)
 LN0702'STATION IS LOCATED ABOUT 75 KM (46.60 MI) NORTHWEST OF CRAIG, 50 KM
 LN0702'(31.05 MI) WEST-SOUTHWEST OF BAGGS, WYOMING, 6.5 KM (4.05 MI) SOUTH OF
 LN0702'THE COLORADO-WYOMING STATE LINE, ALONG A GRAVEL ROAD, AT MILE 34.6, ON
 LN0702'TOP OF A BARE RIDGE AT A ROAD JUNCTION, IN THE SOUTHEAST 1/4 OF
 LN0702'SECTION 1, T 11 N, R 97 W.  OWNERSHIP--BUREAU OF LAND MANAGEMENT. TO
 LN0702'REACH FROM THE JUNCTION OF STATE HIGHWAYS 70 AND 789 IN BAGGS,
 LN0702'WYOMING, GO SOUTH ON HIGHWAY 789 FOR 4.1 KM (2.55 MI) TO THE COLORADO
 LN0702'STATE LINE.  CONTINUE SOUTH ON COLORADO HIGHWAY 13 FOR 3.2 KM (2.00
 LN0702'MI) TO A PAVED ROAD RIGHT (THIS POINT IS 58.7 KM (36.45 MI) BY ROAD
 LN0702'NORTH OF CRAIG).  TURN RIGHT, WEST, ON COUNTY ROAD 4 FOR 41.6 KM
 LN0702'(25.85 MI) TO THE PAVEMENT END AT BRIDGE OVER LITTLE SNAKE RIVER.
 LN0702'CONTINUE AHEAD ON GRAVEL ROAD FOR 13.0 KM (8.05 MI) TO COUNTY ROAD 66
 LN0702'ON THE LEFT AT TOP OF RISE AND STATION ON THE LEFT. STATION MARK IS A
 LN0702'PUNCH HOLE TOP CENTER IN A STEEL ROD ENCASED IN A PVC PIPE WITH LOGO
 LN0702'CAP SET IN A 0.5 M (1.6 FT) ROUND CONCRETE POST FLUSH WITH THE GROUND.
 LN0702'IT IS 22.4 M (73.5 FT) SOUTHEAST OF THE JUNCTION OF MOFFAT COUNTY ROAD
 LN0702'4 AND ROUTE 66, 21.7 M (71.2 FT) SOUTH OF THE CENTER OF ROAD 4, 16.6 M
 LN0702'(54.5 FT) EAST OF THE CENTER OF ROUTE 66, 0.5 M (1.6 FT) LOWER THAN
 LN0702'THE ROAD JUNCTION, 1.1 M (3.6 FT) SOUTHEAST OF A FIBERGLASS WITNESS
 LN0702'POST, AND 1.3 M (4.3 FT) WEST-NORTHWEST OF A FIBERGLASS WITNESS POST.
 LN0702
 LN0702                          STATION RECOVERY (2001)
 LN0702
 LN0702'RECOVERY NOTE BY WYOMING HIGHWAY DEPARTMENT 2001 (JSB)
 LN0702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0763 ***********************************************************************
 JL0763  DESIGNATION -  IOLA
 JL0763  PID         -  JL0763
 JL0763  STATE/COUNTY-  CO/GUNNISON
 JL0763  USGS QUAD   -  BIG MESA (1982)
 JL0763
 JL0763                         *CURRENT SURVEY CONTROL
 JL0763  ___________________________________________________________________
 JL0763* NAD 83(1992)-  38 26 36.15334(N)    107 04 08.48626(W)     ADJUSTED  
 JL0763* NAVD 88     -      2671.0    (meters)    8763.     (feet)  VERTCON   
 JL0763  ___________________________________________________________________
 JL0763  LAPLACE CORR-           3.07  (seconds)                    DEFLEC99
 JL0763  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 JL0763
 JL0763  HORZ ORDER  -  SECOND
 JL0763
 JL0763.The horizontal coordinates were established by classical geodetic methods
 JL0763.and adjusted by the National Geodetic Survey in January 1993..
 JL0763
 JL0763.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0763
 JL0763.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0763
 JL0763.The geoid height was determined by GEOID03.
 JL0763
 JL0763;                    North         East     Units Scale Factor Converg.
 JL0763;SPC CO C     -   373,703.093   777,431.073   MT  1.00000131   -0 59 22.4
 JL0763;SPC CO C     - 1,226,057.56  2,550,621.78   sFT  1.00000131   -0 59 22.4
 JL0763;UTM  13      - 4,257,037.863   319,435.360   MT  1.00000153   -1 17 12.3
 JL0763
 JL0763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0763!SPC CO C     -   0.99958334  x   1.00000131  =   0.99958464
 JL0763!UTM  13      -   0.99958334  x   1.00000153  =   0.99958486
 JL0763
 JL0763|---------------------------------------------------------------------|
 JL0763| PID    Reference Object                     Distance      Geod. Az  |
 JL0763|                                                           dddmmss.s |
 JL0763| CM6174 IOLA RM 1                             8.042 METERS 04947     |
 JL0763| CM6175 IOLA RM 2                            19.646 METERS 18629     |
 JL0763| CM6173 IOLA AZ MK                                         3424442.7 |
 JL0763|---------------------------------------------------------------------|
 JL0763
 JL0763                          SUPERSEDED SURVEY CONTROL
 JL0763
 JL0763  NAD 83(1986)-  38 26 36.15102(N)    107 04 08.49502(W) AD(       ) 2
 JL0763  NAD 27      -  38 26 36.18010(N)    107 04 06.31190(W) AD(       ) 2
 JL0763  NGVD 29 (07/19/86) 2669.5    (m)         8758.     (f) VERT ANG       
 JL0763
 JL0763.Superseded values are not recommended for survey control.
 JL0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0763.See file dsdata.txt to determine how the superseded data were derived.
 JL0763
 JL0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC1943557038(NAD 83)
 JL0763_MARKER: DD = SURVEY DISK
 JL0763_SETTING: 80 = SET IN A BOULDER
 JL0763_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JL0763
 JL0763  HISTORY     - Date     Condition        Report By
 JL0763  HISTORY     - 1950     MONUMENTED       USGS
 JL0763  HISTORY     - 1958     GOOD             USGS
 JL0763  HISTORY     - 1959     GOOD             CGS
 JL0763
 JL0763                          STATION DESCRIPTION
 JL0763
 JL0763'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JL0763'STATION LOCATED ABOUT 3 MI. AIRLINE SE. OF IOLA, 10.5 MI. AIRLINE
 JL0763'S. OF GUNNISON ON A RIDGE THAT HAS A SADDLE NEAR  THE N. END.
 JL0763'STATION IS ON THE TOP S. OF THE SADDLE.
 JL0763'
 JL0763'TO REACH STATIC FROM IOLA SCHOOL HOUSE , GO E. 0.2 MI. TO STATE HWY.
 JL0763'149.  TURN RIGHT S. 2.5 MI. TO END OF TRUCK TRAVEL. STATION IS ON
 JL0763'RIDGE E. OF THIS POINT AND ON TOP S. OF SADDLE.  FROM THE END OF
 JL0763'TRUCK TRAVEL TO STATION IS ABOUT 30 MINUTE PACK.
 JL0763'
 JL0763'STATION MARK - STANDARD TABLET STAMPED ---C-IOLA 1950- CEMENTED IN
 JL0763'BOULDER.
 JL0763'
 JL0763'REFERENCE MARKS - NONE.
 JL0763
 JL0763                          STATION RECOVERY (1958)
 JL0763
 JL0763'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958 (OSR)
 JL0763'STATION IS ABOUT 2-1/2 MILES SOUTHEAST OF IOLA AND 1/2 MILE
 JL0763'EAST OF STATE HIGHWAY 149, IN THE CENTRAL PART OF SECTION 2,
 JL0763'T 48 N, R 2 W, ABOUT 100 YARDS NORTH OF THE HIGHEST POINT OF
 JL0763'HILL.
 JL0763'
 JL0763'TO REACH FROM THE POST OFFICE IN GUNNINSON, GO SOUTH ONE BLOCK
 JL0763'TO U.S. HIGHWAY 50, TURN RIGHT, WEST, ON U.S. HIGHWAY 50 FOR
 JL0763'11 MILES TO THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY
 JL0763'149, TURN LEFT, SOUTH, ON STATE HIGHWAY 149 FOR 0.7 MILE TO
 JL0763'CROSSROADS AT SIGN IOLA, CONTINUE ON HIGHWAY FOR 2.6 MILES TO
 JL0763'THE END OF TRUCK TRAVEL, FROM HERE PACK LEFT, EAST, ACROSS
 JL0763'DRAW, THEN ON EAST UP STEEP ROCKY RIDGE FOR ABOUT 30 MINUTES TO
 JL0763'A LONG ROCKY RIDGE, AZIMUTH MARK IS SET IN THE NORTH END
 JL0763'OF THE ROCKY RIDGE, GO SOUTHERLY FOR 15 MINUTES TO THE
 JL0763'STATION ABOUT 100 YARDS BEFORE REACHING THE HIGHEST POINT.
 JL0763'
 JL0763'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY STATION DISK,
 JL0763'STAMPED C-IOLA 1950.  SET IN DRILL HOLE IN OUTCROPPING BEDROCK
 JL0763'MEASURING 36 INCHES LONG, 30 INCHES WIDE AND PROJECTING 3
 JL0763'INCHES.  IT IS 391 FEET EAST OF THE WEST EDGE OF BLUFF.  NO
 JL0763'WITNESS POST WAS SET.
 JL0763'
 JL0763'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED C IOLA NO 1 1958,
 JL0763'SET IN DRILL HOLE IN OUTCROPPING BEDROCK MEASURING 36 INCHES
 JL0763'LONG, 24 INCHES WIDE AND PROJECTING 8 INCHES.  IT IS 414 FEET
 JL0763'EAST OF THE WEST EDGE OF BLUFF.
 JL0763'
 JL0763'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED C IOLA NO 2
 JL0763'1958, SET IN DRILL HOLE IN OUTCROPPING BEDROCK MEASURING 48
 JL0763'INCHES LONG, 18 INCHES WIDE AND PROJECTING 5 INCHES.  IT IS
 JL0763'375 FEET EAST OF THE WEST EDGE OF BLUFF.
 JL0763'
 JL0763'AZIMUTH MARK IS A STANDARD DISK, STAMPED C IOLA 1958, SET
 JL0763'IN DRILL HOLE IN A BOULDER MEASURING 15 FEET LONG, 9 FEET
 JL0763'WIDE AND PROJECTING 20 FEET.  IT IS 13 FEET NORTH OF THE
 JL0763'SOUTH END OF BOULDER, 8 FEET EAST OF THE WEST EDGE OF BOULDER,
 JL0763'2 FEET SOUTH OF THE NORTH END OF BOULDER AND 1 FOOT WEST OF
 JL0763'THE EAST EDGE OF BOULDER.  NO WITNESS POST WAS SET.
 JL0763
 JL0763                          STATION RECOVERY (1959)
 JL0763
 JL0763'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 JL0763'STATION, AZIMUTH, AND REFERENCE MARKS RECOVERED IN GOOD
 JL0763'CONDITION.  ANGLES BETWEEN AZIMUTH MARK AND REFERENCE MARKS
 JL0763'AND DISTANCES TO REFERENCE MARKS CHECKED AND FOUND CORRECT.
 JL0763'DESCRIPTION ADEQUATE AND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0691 ***********************************************************************
 JL0691  DESIGNATION -  IRIS
 JL0691  PID         -  JL0691
 JL0691  STATE/COUNTY-  CO/GUNNISON
 JL0691  USGS QUAD   -  IRIS (1962)
 JL0691
 JL0691                         *CURRENT SURVEY CONTROL
 JL0691  ___________________________________________________________________
 JL0691* NAD 83(1992)-  38 25 44.52328(N)    106 50 00.81364(W)     ADJUSTED  
 JL0691* NAVD 88     -      2951.3    (meters)    9683.     (feet)  VERTCON   
 JL0691  ___________________________________________________________________
 JL0691  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 JL0691  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 JL0691
 JL0691  HORZ ORDER  -  FIRST
 JL0691
 JL0691.The horizontal coordinates were established by classical geodetic methods
 JL0691.and adjusted by the National Geodetic Survey in January 1993..
 JL0691
 JL0691.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0691
 JL0691.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0691
 JL0691.The geoid height was determined by GEOID03.
 JL0691
 JL0691;                    North         East     Units Scale Factor Converg.
 JL0691;SPC CO C     -   371,782.886   797,961.403   MT  1.00000419   -0 50 27.8
 JL0691;SPC CO C     - 1,219,757.69  2,617,978.37   sFT  1.00000419   -0 50 27.8
 JL0691;SPC CO S     -   501,232.777   797,961.755   MT  0.99999922   -0 49 04.7
 JL0691;SPC CO S     - 1,644,461.20  2,617,979.52   sFT  0.99999922   -0 49 04.7
 JL0691;UTM  13      - 4,255,010.998   339,954.500   MT  0.99991545   -1 08 23.6
 JL0691
 JL0691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0691!SPC CO C     -   0.99953938  x   1.00000419  =   0.99954357
 JL0691!SPC CO S     -   0.99953938  x   0.99999922  =   0.99953860
 JL0691!UTM  13      -   0.99953938  x   0.99991545  =   0.99945487
 JL0691
 JL0691|---------------------------------------------------------------------|
 JL0691| PID    Reference Object                     Distance      Geod. Az  |
 JL0691|                                                           dddmmss.s |
 JL0691| CM7490 IRIS RM 1                            13.710 METERS 20551     |
 JL0691| CM7489 IRIS AZ MK                                         2120424.1 |
 JL0691| CM7491 IRIS RM 2                            19.995 METERS 33146     |
 JL0691|---------------------------------------------------------------------|
 JL0691
 JL0691                          SUPERSEDED SURVEY CONTROL
 JL0691
 JL0691  NAD 83(1986)-  38 25 44.52217(N)    106 50 00.82278(W) AD(       ) 1
 JL0691  NAD 27      -  38 25 44.55700(N)    106 49 58.67730(W) AD(       ) 1
 JL0691  NGVD 29 (07/19/86) 2949.7    (m)         9677.     (f) VERT ANG       
 JL0691
 JL0691.Superseded values are not recommended for survey control.
 JL0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0691.See file dsdata.txt to determine how the superseded data were derived.
 JL0691
 JL0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC3995555011(NAD 83)
 JL0691_MARKER: DS = TRIANGULATION STATION DISK
 JL0691_SETTING: 66 = SET IN ROCK OUTCROP
 JL0691_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 JL0691
 JL0691  HISTORY     - Date     Condition        Report By
 JL0691  HISTORY     - 1958     MONUMENTED       CGS
 JL0691  HISTORY     - 1959     GOOD             USGS
 JL0691
 JL0691                          STATION DESCRIPTION
 JL0691
 JL0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 JL0691'THE STATION IS ABOUT 10 MILES SOUTHEAST OF GUNNISION, 7 MILES
 JL0691'SOUTH OF U.S. HIGHWAY 50, 3-1/2 MILES WEST OF STATE HIGHWAY
 JL0691'114, 1 MILE NORTH OF THE GUNNISON-SAGUACHE COUNTY LINE AND
 JL0691'1-1/2 MILES NORTH-NORTHEAST OF IRIS.  IT IS ON THE EAST SIDE
 JL0691'OF THE APPROXIMATE CENTER OF A ROCKY, NORTH-SOUTH RIDGE AND ON
 JL0691'THE HIGHEST POINT OF THE RIDGE.  THE RIDGE HAS A STEEP BLUFF
 JL0691'ON THE EAST SIDE AND SLOPES TO THE WEST.
 JL0691'
 JL0691'TO REACH THE STATION FROM THE STOP AND GO LIGHT AND THE JUNCTION
 JL0691'OF U.S. HIGHWAY 50 AND STATE HIGHWAY 135 IN GUNNISON, GO
 JL0691'EAST ON HIGHWAY 50 FOR 6.0 MILES TO A SIDE ROAD ON THE RIGHT,
 JL0691'TURN RIGHT AND GO SOUTH ON THE MAIN TRAVELED ROAD FOR 1.6
 JL0691'MILES TO A FORK, TAKE THE RIGHT ROAD SOUTHERLY FOR 1.0 MILE
 JL0691'TO A SIDE ROAD ON THE RIGHT, TURN SHARP RIGHT AND GO WESTERLY
 JL0691'ON THE MAIN TRAVELED ROAD FOR 3.8 MILES TO OLD CABINS AND
 JL0691'CORRALS, BEAR RIGHT AND GO SOUTHERLY FOR 1.25 MILES TO THE
 JL0691'CREST OF A RIDGE, CONTINUE FOR 0.2 MILE TO THE BOTTOM OF A
 JL0691'GRASSY DRAW, TURN LEFT AND FOLLOW TRACK ROAD SOUTHEAST FOR 0.2
 JL0691'MILE TO A FORK, TAKE THE RIGHT ROAD AND GO 0.1 MILE TO A
 JL0691'REVERSE Y-JUNCTION, TURN SHARP RIGHT AND GO SOUTHERLY FOR
 JL0691'0.35 MILE TO THE CREST OF RIDGE AND AN OLD FENCE LINE,
 JL0691'CONTINUE SOUTHEAST ON TRACK ROAD FOR 0.35 MILE TO A BLAZED,
 JL0691'5-INCH PINE TREE ABOUT 50 FEET TO THE LEFT OF THE ROAD,
 JL0691'TURN LEFT (LEAVING TRACK ROAD) AND GO SOUTHEAST UP STEEP
 JL0691'GRADE, KEEPING TO THE RIGHT OF A LINE OF SMALL ASPEN TREES
 JL0691'FOR 0.25 MILE TO A ROCK LEDGE AND THE AZIMUTH MARK ON THE
 JL0691'RIGHT, TURN LEFT AND GO NORTHEAST FOR 0.25 MILE TO THE
 JL0691'HIGHEST POINT OF THE RIDGE AND THE STATION.
 JL0691'
 JL0691'ALL MARKS ARE STANDARD DISKS, CEMENTED IN DRILL HOLES IN OUTCROPPING
 JL0691'BEDROCK.
 JL0691'
 JL0691'THE STATION DISK IS STAMPED IRIS 1958 AND PROJECTS ABOUT 1
 JL0691'FOOT.  IT IS 10 FEET NORTH OF A TRIANGLE BLAZE ON THE NORTH
 JL0691'SIDE OF A 4-INCH PINE TREE, 10 FEET WEST OF THE EDGE OF THE
 JL0691'BLUFF AND 5 FEET EAST OF A WHITE WITNESS POST.
 JL0691'
 JL0691'REFERENCE MARK 1 IS STAMPED IRIS NO 1 1958 AND IS FLUSH WITH
 JL0691'THE GROUND.  IT IS 5 FEET WEST OF THE EDGE OF THE BLUFF.
 JL0691'
 JL0691'REFERENCE MARK 2 IS STAMPED IRIS NO 2 1958 AND PROJECTS ABOUT
 JL0691'5 INCHES.
 JL0691'
 JL0691'THE AZIMUTH MARK IS STAMPED IRIS 1958, IN THE TOP OF A 4 X 15
 JL0691'FOOT PROJECTION OF BEDROCK ABOUT 1-1/2 FEET ABOVE THE GROUND
 JL0691'SURFACE.  IT IS 1 FOOT WEST OF A WHITE WITNESS POST.
 JL0691
 JL0691                          STATION RECOVERY (1959)
 JL0691
 JL0691'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 JL0691'STATION MARK - STANDARD USC+GS DISK CEMENTED IN DRILL HOLE IN
 JL0691'OUTCROPPING BEDROCK AND STAMPED ---IRIS 1958---.
 JL0691'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0770 ***********************************************************************
 JL0770  DESIGNATION -  IRON
 JL0770  PID         -  JL0770
 JL0770  STATE/COUNTY-  CO/GUNNISON
 JL0770  USGS QUAD   -  POWDERHORN (1982)
 JL0770
 JL0770                         *CURRENT SURVEY CONTROL
 JL0770  ___________________________________________________________________
 JL0770* NAD 83(1992)-  38 20 23.58033(N)    107 07 26.07845(W)     ADJUSTED  
 JL0770* NAVD 88     -      2854.2    (meters)    9364.     (feet)  VERTCON   
 JL0770  ___________________________________________________________________
 JL0770  LAPLACE CORR-           4.26  (seconds)                    DEFLEC99
 JL0770  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 JL0770
 JL0770  HORZ ORDER  -  THIRD
 JL0770
 JL0770.The horizontal coordinates were established by classical geodetic methods
 JL0770.and adjusted by the National Geodetic Survey in January 1993..
 JL0770
 JL0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0770
 JL0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0770
 JL0770.The geoid height was determined by GEOID03.
 JL0770
 JL0770;                    North         East     Units Scale Factor Converg.
 JL0770;SPC CO C     -   362,300.918   772,434.795   MT  1.00002347   -1 01 27.1
 JL0770;SPC CO C     - 1,188,648.93  2,534,229.82   sFT  1.00002347   -1 01 27.1
 JL0770;UTM  13      - 4,245,661.595   314,380.348   MT  1.00002434   -1 19 04.4
 JL0770
 JL0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0770!SPC CO C     -   0.99955462  x   1.00002347  =   0.99957808
 JL0770!UTM  13      -   0.99955462  x   1.00002434  =   0.99957895
 JL0770
 JL0770:                Primary Azimuth Mark                     Grid Az
 JL0770:SPC CO C     -  HUNTSMAN                                 102 14 08.4
 JL0770:UTM  13      -  HUNTSMAN                                 102 31 45.7
 JL0770
 JL0770|---------------------------------------------------------------------|
 JL0770| PID    Reference Object                     Distance      Geod. Az  |
 JL0770|                                                           dddmmss.s |
 JL0770| JL0769 HUNTSMAN                            APPROX. 5.2 KM 1011241.3 |
 JL0770|---------------------------------------------------------------------|
 JL0770
 JL0770                          SUPERSEDED SURVEY CONTROL
 JL0770
 JL0770  NAD 83(1986)-  38 20 23.57744(N)    107 07 26.08679(W) AD(       ) 3
 JL0770  NAD 27      -  38 20 23.59936(N)    107 07 23.90026(W) AD(       ) 3
 JL0770  NGVD 29 (07/19/86) 2852.7    (m)         9359.     (f) VERT ANG       
 JL0770
 JL0770.Superseded values are not recommended for survey control.
 JL0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0770.See file dsdata.txt to determine how the superseded data were derived.
 JL0770
 JL0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC1438045662(NAD 83)
 JL0770_MARKER: DD = SURVEY DISK
 JL0770_SETTING: 66 = SET IN ROCK OUTCROP
 JL0770_SP_SET: SET IN ROCK OUTCROP
 JL0770_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0770+STABILITY: POSITION/ELEVATION WELL
 JL0770
 JL0770  HISTORY     - Date     Condition        Report By
 JL0770  HISTORY     - 1950     MONUMENTED       USGS
 JL0770
 JL0770                          STATION DESCRIPTION
 JL0770
 JL0770'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JL0770'STATION LOCATED APPROXIMATELY 13 MI. -AIRLINE- SE. OF SAPINERO,
 JL0770'COLORADO, 9.5 MI. -AIRLINE- S-SW. OF IOLA COLORADO, IN T. 47 N.,R.2 W.
 JL0770'SEC. 8, ON SW. EDGE OF ROCKY TOP, 2 FT. LOWER THAN HIGHEST POINT OF
 JL0770'TOP.
 JL0770'
 JL0770'TO REACH FROM STORE AT IOLA, COLORADO, GO E. 0.2 MI. TO INTERSECTION
 JL0770'OF STATE HWY. 149, TURN RIGHT -S.- ALONG HWY. 149 9.45 MI. TO FOOT OF
 JL0770'HILL AND T-RD. W. AND GO RIGHT -S.- ALONG RD. 1.05 MI. TO RD. FORK,
 JL0770'TAKE LEFT FORK S. 0.25 MI. TO TRACK RD. SW. TURN RIGHT SW. ALONG
 JL0770'TRACK RD. 0.15 MI. TO Y-FORKS, TAKE LEFT FORK S. 1.1 MI. TO Y-FORKS,
 JL0770'TAKE RIGHT FORK W. 0.35 MI. TO END OF TRUCK TRAVEL, FROM THIS POINT
 JL0770'PACK N. APPROX. 10 MIN. TO TOP OF HILL AND STATION SITE.
 JL0770'
 JL0770'STATION MARK - STANDARD TABLET STAMPED --- C-IRON 1950 ---, CEMENTED
 JL0770'IN ROCK OUTCROP.
 JL0770'
 JL0770'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0636 ***********************************************************************
 KL0636  DESIGNATION -  IRON
 KL0636  PID         -  KL0636
 KL0636  STATE/COUNTY-  CO/LAKE
 KL0636  USGS QUAD   -  LEADVILLE SOUTH (1994)
 KL0636
 KL0636                         *CURRENT SURVEY CONTROL
 KL0636  ___________________________________________________________________
 KL0636* NAD 83(1992)-  39 14 17.64784(N)    106 15 44.46436(W)     ADJUSTED  
 KL0636* NAVD 88     -      3362.44   (+/-2cm)   11031.6    (feet)  VERTCON   
 KL0636  ___________________________________________________________________
 KL0636  LAPLACE CORR-           7.89  (seconds)                    DEFLEC99
 KL0636  GEOID HEIGHT-         -13.01  (meters)                     GEOID03
 KL0636
 KL0636  HORZ ORDER  -  SECOND
 KL0636  VERT ORDER  -  THIRD ? (See Below)
 KL0636
 KL0636.The horizontal coordinates were established by classical geodetic methods
 KL0636.and adjusted by the National Geodetic Survey in January 1993..
 KL0636
 KL0636.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0636.The vertical order pertains to the NGVD 29 superseded value.
 KL0636
 KL0636.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0636
 KL0636.The geoid height was determined by GEOID03.
 KL0636
 KL0636;                    North         East     Units Scale Factor Converg.
 KL0636;SPC CO C     -   461,031.641   848,588.920   MT  0.99993877   -0 28 50.9
 KL0636;SPC CO C     - 1,512,567.98  2,784,078.82   sFT  0.99993877   -0 28 50.9
 KL0636;UTM  13      - 4,343,973.582   391,056.522   MT  0.99974614   -0 47 54.9
 KL0636
 KL0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0636!SPC CO C     -   0.99947478  x   0.99993877  =   0.99941358
 KL0636!UTM  13      -   0.99947478  x   0.99974614  =   0.99922105
 KL0636
 KL0636:                Primary Azimuth Mark                     Grid Az
 KL0636:SPC CO C     -  IRON AZ MK RESET                         002 24 12.7
 KL0636:UTM  13      -  IRON AZ MK RESET                         002 43 16.7
 KL0636
 KL0636|---------------------------------------------------------------------|
 KL0636| PID    Reference Object                     Distance      Geod. Az  |
 KL0636|                                                           dddmmss.s |
 KL0636| CM7495 IRON AZ MK RESET                                   0015521.8 |
 KL0636| CM7497 IRON RM 2                             6.357 METERS 00349     |
 KL0636| CM7496 IRON RM 1                            10.323 METERS 07831     |
 KL0636| KL0637 MOUNT ELBERT                        APPROX.20.7 KM 2294951.8 |
 KL0636|---------------------------------------------------------------------|
 KL0636
 KL0636                          SUPERSEDED SURVEY CONTROL
 KL0636
 KL0636  NAD 83(1986)-  39 14 17.64060(N)    106 15 44.46671(W) AD(       ) 2
 KL0636  NAD 27      -  39 14 17.67700(N)    106 15 42.38500(W) AD(       ) 2
 KL0636  NGVD 29 (07/19/86) 3360.56   (m)        11025.4    (f) LEVELING    3  
 KL0636
 KL0636.Superseded values are not recommended for survey control.
 KL0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0636.See file dsdata.txt to determine how the superseded data were derived.
 KL0636
 KL0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD9105743974(NAD 83)
 KL0636_MARKER: DB = BENCH MARK DISK
 KL0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0636_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KL0636
 KL0636  HISTORY     - Date     Condition        Report By
 KL0636  HISTORY     - 1953     MONUMENTED       USGS
 KL0636  HISTORY     - 1959     GOOD             AMS
 KL0636  HISTORY     - 1967     SEE DESCRIPTION  LOCSUR
 KL0636  HISTORY     - 1970     SEE DESCRIPTION  NGS
 KL0636
 KL0636                          STATION DESCRIPTION
 KL0636
 KL0636'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (RLE)
 KL0636'THE STATION IS LOCATED ABOUT 2 MILES SOUTHEAST OF LEADVILLE ON
 KL0636'A HILL LOCALLY KNOWN AS IRON HILL.  THE STATION MARK IS 78 FEET
 KL0636'WEST OF A TREE WITH A TRIANGLE BLAZE, 29 FEET SOUTH OF A MINE
 KL0636'OPENING THAT IS ABOUT 18 FEET IN DIAMETER AND 11 FEET EAST OF A
 KL0636'WITNESS POST.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 KL0636'MARK DISK SET IN A CONCRETE POST THAT IS ABOUT 2 FEET IN
 KL0636'DIAMETER, IT PROJECTS 5 INCHES AND IS STAMPED 11027 DATUM 1911.
 KL0636'
 KL0636'REFERENCE MARK NO. 1 IS 44 FEET WEST OF THE TREE WITH THE
 KL0636'TRIANGLE BLAZE AND 32 FEET SOUTHEAST OF THE MINE OPENING.  IT
 KL0636'PROJECTS 5 INCHES AND IS STAMPED IRON USGS NO 1 1951.
 KL0636'
 KL0636'REFERENCE MARK NO. 2 IS 75 FEET WEST NORTHWEST OF THE TREE WITH
 KL0636'THE TRIANGLE BLAZE AND 9 FEET SOUTH OF THE MINE OPENING.  IT
 KL0636'PROJECTS 5 INCHES AND IS STAMPED IRON USGS NO 2 1951.
 KL0636'
 KL0636'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 34.77 FEET.
 KL0636'
 KL0636'THE AZIMUTH MARK IS 300 FEET NORTH OF THE FORKS IN THE ROAD, 186
 KL0636'FEET NORTHEAST OF THE NORTHEAST CORNER OF A BUILDING AND 2
 KL0636'FEET SOUTH OF A CAIRN.  IT PROJECTS 3 INCHES AND IS STAMPED
 KL0636'IRON USGS 1951 RESET 1953.
 KL0636'
 KL0636'TO REACH THE STATION FROM THE POST OFFICE IN LEADVILLE GO SOUTH
 KL0636'ON U.S. HIGHWAY 24 FOR 0.2 MILE, TURN LEFT AND GO EAST, PASSING
 KL0636'TO THE LEFT OF THE COMMERCIAL BANK, FOR 1.9 MILES TO A FORK, TAKE
 KL0636'RIGHT FORK AND GO SOUTH FOR 0.3 MILE TO A FORK, TAKE RIGHT
 KL0636'FORK AND GO WEST FOR 0.3 MILE TO A FORK AND THE AZIMUTH MARK
 KL0636'AS DESCRIBED.  FROM HERE LEAVE THE MAIN TRACK ROAD AND GO
 KL0636'SOUTH FOLLOWING A DIM TRACK THROUGH THE WOODS FOR 0.3 MILE TO
 KL0636'THE HIGHEST PART OF A HILL AND THE STATION AND REFERENCE MARKS
 KL0636'AS DESCRIBED.
 KL0636
 KL0636                          STATION RECOVERY (1959)
 KL0636
 KL0636'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1959
 KL0636'STATION, REFERENCE MARKS, AND THE AZIMUTH MARK WERE RECOVERED
 KL0636'AS DESCRIBED.
 KL0636'
 KL0636'THE STATION IS SET ON THE TOP OF A FLAT IRREGULAR SHAPED PILE
 KL0636'OF MINE TAILINGS WHICH ARE LIGHT IN COLOR.  IT IS 40 FEET
 KL0636'SOUTH OF THE CENTER OF LARGE CIRCULAR SHAPED VERTICAL SHAFT.
 KL0636
 KL0636                          STATION RECOVERY (1967)
 KL0636
 KL0636'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1967 (RSD)
 KL0636'IRON USGS 2 1951-1967 RESET-SEE BELOW.
 KL0636'
 KL0636'RM 1 IRON USGS 1 1951 RECOVERED EXCELLENT.
 KL0636'
 KL0636'RM 2 IRON USGS 2 1951 RECOVERED EXCELLENT.
 KL0636'
 KL0636'AZIMUTH MARK IRON USGS 1951 RESET 1953 RECOVERED EXCELLENT.
 KL0636'
 KL0636'MR. GLENN TWADDLE, U.S.C. AND G.S. STAMPED A STANDARD TRIANGULATION
 KL0636'DISK WHILE IN LEADVILLE, JUNE, 1967.  I TOLD HIM I WOULD SET THE
 KL0636'DISK.  RM 1 AND RM 2 WERE USED TO CAREFULLY RESET THE STATION.
 KL0636'A 6 INCH SQUARE CONCRETE POST OF THE ORIGINAL STATION WAS EXPOSED
 KL0636'FOR APPROXIMATELY 7 INCHES.  DISK WAS RESET IN A 12 INCH SQUARE
 KL0636'CONCRETE BLOCK PLACED OVER AND AROUND THE ORIGINAL POST.  NO
 KL0636'ATTEMPT WAS MADE TO RESET THIS STATION AT THE SAME ELEVATION AS
 KL0636'THE ORIGINAL DISK.
 KL0636
 KL0636                          STATION RECOVERY (1970)
 KL0636
 KL0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 KL0636'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE
 KL0636'RECOVERED AND FOUND IN GOOD CONDITION.  THE STATION MARK IS A
 KL0636'STANDARD COAST AND GEODETIC SURVEY DISK WHICH IS STAMPED, IRON USGS
 KL0636'2 1951 1967.  THIS MARK WAS RESET IN THE ORIGINAL POSITION BY THE
 KL0636'LAKE COUNTY SURVEYOR.  THE AZIMUTH MARK IS OBSTRUCTED BY ABOUT
 KL0636'0.1 MILE OF TREES.
 KL0636'
 KL0636'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTHEAST
 KL0636'OF LEADVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0020 ***********************************************************************
 KK0020  DESIGNATION -  IRON BOLT 1
 KK0020  PID         -  KK0020
 KK0020  STATE/COUNTY-  CO/ARAPAHOE
 KK0020  USGS QUAD   -  STRASBURG (1978)
 KK0020
 KK0020                         *CURRENT SURVEY CONTROL
 KK0020  ___________________________________________________________________
 KK0020* NAD 83(1986)-  39 42 58.     (N)    104 15 07.     (W)     SCALED    
 KK0020* NAVD 88     -      1600.673  (meters)    5251.54   (feet)  ADJUSTED  
 KK0020  ___________________________________________________________________
 KK0020  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 KK0020  DYNAMIC HT  -        1599.211 (meters)    5246.74  (feet)  COMP
 KK0020  MODELED GRAV-     979,656.7   (mgal)                       NAVD 88
 KK0020
 KK0020  VERT ORDER  -  FIRST     CLASS II
 KK0020
 KK0020.The horizontal coordinates were scaled from a topographic map and have
 KK0020.an estimated accuracy of +/- 6 seconds.
 KK0020
 KK0020.The orthometric height was determined by differential leveling
 KK0020.and adjusted by the National Geodetic Survey in June 1991..
 KK0020.WARNING-Repeat measurements at this control monument indicate possible
 KK0020.vertical movement.
 KK0020
 KK0020.The geoid height was determined by GEOID03.
 KK0020
 KK0020.The dynamic height is computed by dividing the NAVD 88
 KK0020.geopotential number by the normal gravity value computed on the
 KK0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0020.degrees latitude (g = 980.6199 gals.).
 KK0020
 KK0020.The modeled gravity was interpolated from observed gravity values.
 KK0020
 KK0020;                    North         East    Units  Estimated Accuracy
 KK0020;SPC CO C     -   514,540.    1,021,410.      MT  (+/- 180 meters Scaled)
 KK0020
 KK0020                          SUPERSEDED SURVEY CONTROL
 KK0020
 KK0020  NGVD 29 (??/??/92) 1599.833  (m)         5248.79   (f) ADJ UNCH    1 2
 KK0020
 KK0020.Superseded values are not recommended for survey control.
 KK0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0020.See file dsdata.txt to determine how the superseded data were derived.
 KK0020
 KK0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED641965(NAD 83)
 KK0020_MARKER: B = BOLT
 KK0020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0020_SP_SET: SEMAPHORE
 KK0020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0020
 KK0020  HISTORY     - Date     Condition        Report By
 KK0020  HISTORY     - UNK      MONUMENTED       CGS
 KK0020  HISTORY     - 1938     GOOD             NGS
 KK0020
 KK0020                          STATION DESCRIPTION
 KK0020
 KK0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KK0020'1.4 MI NW FROM BYERS.
 KK0020'1.4 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KK0020'STATION AT BYERS, ARAPAHOE COUNTY, AT SEMAPHORE 5981, AND IN THE
 KK0020'TOP OF THE SOUTHEAST CORNER OF THE BASE. AN IRON ANCHOR BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0027 ***********************************************************************
 KK0027  DESIGNATION -  IRON BOLT 2
 KK0027  PID         -  KK0027
 KK0027  STATE/COUNTY-  CO/ADAMS
 KK0027  USGS QUAD   -  STRASBURG (1978)
 KK0027
 KK0027                         *CURRENT SURVEY CONTROL
 KK0027  ___________________________________________________________________
 KK0027* NAD 83(1986)-  39 44 02.     (N)    104 22 19.     (W)     SCALED    
 KK0027* NAVD 88     -      1651.758  (meters)    5419.14   (feet)  ADJUSTED  
 KK0027  ___________________________________________________________________
 KK0027  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 KK0027  DYNAMIC HT  -        1650.222 (meters)    5414.10  (feet)  COMP
 KK0027  MODELED GRAV-     979,637.6   (mgal)                       NAVD 88
 KK0027
 KK0027  VERT ORDER  -  FIRST     CLASS II
 KK0027
 KK0027.The horizontal coordinates were scaled from a topographic map and have
 KK0027.an estimated accuracy of +/- 6 seconds.
 KK0027
 KK0027.The orthometric height was determined by differential leveling
 KK0027.and adjusted by the National Geodetic Survey in June 1991..
 KK0027
 KK0027.The geoid height was determined by GEOID03.
 KK0027
 KK0027.The dynamic height is computed by dividing the NAVD 88
 KK0027.geopotential number by the normal gravity value computed on the
 KK0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0027.degrees latitude (g = 980.6199 gals.).
 KK0027
 KK0027.The modeled gravity was interpolated from observed gravity values.
 KK0027
 KK0027;                    North         East    Units  Estimated Accuracy
 KK0027;SPC CO N     -   349,890.    1,011,100.      MT  (+/- 180 meters Scaled)
 KK0027
 KK0027                          SUPERSEDED SURVEY CONTROL
 KK0027
 KK0027  NGVD 29 (??/??/92) 1650.873  (m)         5416.24   (f) ADJ UNCH    1 2
 KK0027
 KK0027.Superseded values are not recommended for survey control.
 KK0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0027.See file dsdata.txt to determine how the superseded data were derived.
 KK0027
 KK0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED538984(NAD 83)
 KK0027_MARKER: B = BOLT
 KK0027_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0027_SP_SET: SEMAPHORE
 KK0027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0027
 KK0027  HISTORY     - Date     Condition        Report By
 KK0027  HISTORY     - UNK      MONUMENTED       CGS
 KK0027  HISTORY     - 1938     GOOD             NGS
 KK0027
 KK0027                          STATION DESCRIPTION
 KK0027
 KK0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KK0027'2.4 MI NW FROM STRASBURG.
 KK0027'IN ADAMS COUNTY, 2.4 MILES NORTHWEST ALONG THE UNION PACIFIC
 KK0027'RAILROAD FROM THE STATION AT STRASBURG, ARAPAHOE COUNTY, 0.7 MILE
 KK0027'SOUTHEAST OF THE UNDERPASS OF U.S. HIGHWAY 40, 0.4 MILE SOUTH OF
 KK0027'THE HIGHWAY, AT SEMAPHORE 6051, AND IN THE TOP OF THE SOUTHEAST
 KK0027'END OF THE FOUNDATION.  AN IRON ANCHOR BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0414 ***********************************************************************
 JM0414  DESIGNATION -  ISGK 1
 JM0414  PID         -  JM0414
 JM0414  STATE/COUNTY-  CO/SAN MIGUEL
 JM0414  USGS QUAD   -  HAMM CANYON (1994)
 JM0414
 JM0414                         *CURRENT SURVEY CONTROL
 JM0414  ___________________________________________________________________
 JM0414* NAD 83(1992)-  38 00 01.60220(N)    108 52 21.97722(W)     ADJUSTED  
 JM0414* NAVD 88     -      1879.6    (meters)    6167.     (feet)  VERTCON   
 JM0414  ___________________________________________________________________
 JM0414  LAPLACE CORR-          -2.25  (seconds)                    DEFLEC99
 JM0414  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 JM0414
 JM0414  HORZ ORDER  -  THIRD
 JM0414
 JM0414.The horizontal coordinates were established by classical geodetic methods
 JM0414.and adjusted by the National Geodetic Survey in November 1997..
 JM0414
 JM0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0414
 JM0414.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0414
 JM0414.The geoid height was determined by GEOID03.
 JM0414
 JM0414;                    North         East     Units Scale Factor Converg.
 JM0414;SPC CO S     -   458,176.676   618,244.095   MT  0.99994960   -2 04 07.6
 JM0414;SPC CO S     - 1,503,201.31  2,028,355.84   sFT  0.99994960   -2 04 07.6
 JM0414;UTM  12      - 4,207,999.596   686,774.339   MT  1.00002967   +1 18 36.2
 JM0414
 JM0414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0414!SPC CO S     -   0.99970812  x   0.99994960  =   0.99965774
 JM0414!UTM  12      -   0.99970812  x   1.00002967  =   0.99973779
 JM0414
 JM0414:                Primary Azimuth Mark                     Grid Az
 JM0414:SPC CO S     -  STEAMBOAT                                344 33 49.9
 JM0414:UTM  12      -  STEAMBOAT                                341 11 06.1
 JM0414
 JM0414|---------------------------------------------------------------------|
 JM0414| PID    Reference Object                     Distance      Geod. Az  |
 JM0414|                                                           dddmmss.s |
 JM0414| JM0416 STEAMBOAT                           APPROX.11.7 KM 3422942.3 |
 JM0414|---------------------------------------------------------------------|
 JM0414
 JM0414                          SUPERSEDED SURVEY CONTROL
 JM0414
 JM0414  NAD 83(1992)-  38 00 01.59664(N)    108 52 21.97742(W) AD(       ) 3
 JM0414  NAD 83(1986)-  38 00 01.59346(N)    108 52 21.97540(W) AD(       ) 3
 JM0414  NAD 27      -  38 00 01.62018(N)    108 52 19.60247(W) AD(       ) 3
 JM0414  NGVD 29 (07/19/86) 1878.4    (m)         6163.     (f) VERT ANG       
 JM0414
 JM0414.Superseded values are not recommended for survey control.
 JM0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0414.See file dsdata.txt to determine how the superseded data were derived.
 JM0414
 JM0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH8677408000(NAD 83)
 JM0414_MARKER: DD = SURVEY DISK
 JM0414_SETTING: 80 = SET IN A BOULDER
 JM0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0414+STABILITY: SURFACE MOTION
 JM0414
 JM0414  HISTORY     - Date     Condition        Report By
 JM0414  HISTORY     - 1948     MONUMENTED       USGS
 JM0414
 JM0414                          STATION DESCRIPTION
 JM0414
 JM0414'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 JM0414'STATION IS LOCATED ON TOP OF ROCK AT HIGHEST POINT OF KNOB, 7.35 MI.
 JM0414'NE. ALONG STATE HIGHWAY 80 FROM EGNAR POST OFFICE AND 4.5 MI. S. (BY
 JM0414'RD.) FROM STATE HIGHWAY 80.
 JM0414'
 JM0414'TO REACH STATION FROM EGNAR POST OFFICE, FOLLOW STATE HIGHWAY 80 7.35
 JM0414'MI., WHICH IS 0.15 MI. THIS SIDE OF THE BRIDGE CROSSING DOLORES
 JM0414'RIVER, TURN RIGHT AND FOLLOW MINE RD. 4.5 MI. TO HIGHEST POINT OF
 JM0414'KNOB.  STATION IS ON SANDSTONE BOULDER 18 FT. S. OF CENTER OF RD. AND
 JM0414'4 FT. HIGHER IN ELEVATION.
 JM0414'
 JM0414'STATION MARK--STANDARD REFERENCE TABLET, WITH CHISELED TRIANGLE,
 JM0414'STAMPED ---ISGK-1 1948 6171---, AND SET IN TOP OF SANDSTONE BOULDER.
 JM0414'
 JM0414'REFERENCE MARK NO. 1--CHISELED ARROW, IN SANDSTONE OUTCROP, 97.5 FT.
 JM0414'DISTANT, S 37 DEG 16 MIN W, FROM STATION.
 JM0414'
 JM0414'REFERENCE MARK NO. 2--CHISELED ARROW, IN SANDSTONE BOULDER, 50.2 FT.
 JM0414'DISTANT, N 47 DEG 56 MIN W, FROM STATION.
 JM0414'
 JM0414'THIS STATION WAS ORIGINALLY OCCUPIED AS ---HIGK-1---, LATER
 JM0414'REOCCUPIED AND RESTAMPED ---ISGK-1---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0421 ***********************************************************************
 JM0421  DESIGNATION -  ISLAND
 JM0421  PID         -  JM0421
 JM0421  STATE/COUNTY-  CO/SAN MIGUEL
 JM0421  USGS QUAD   -  ANDERSON MESA (1994)
 JM0421
 JM0421                         *CURRENT SURVEY CONTROL
 JM0421  ___________________________________________________________________
 JM0421* NAD 83(1992)-  38 09 08.31862(N)    108 58 27.36507(W)     ADJUSTED  
 JM0421* NAVD 88     -      2189.4    (meters)    7183.     (feet)  VERTCON   
 JM0421  ___________________________________________________________________
 JM0421  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 JM0421  GEOID HEIGHT-         -18.83  (meters)                     GEOID03
 JM0421
 JM0421  HORZ ORDER  -  THIRD
 JM0421
 JM0421.The horizontal coordinates were established by classical geodetic methods
 JM0421.and adjusted by the National Geodetic Survey in November 1997..
 JM0421
 JM0421.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0421
 JM0421.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0421
 JM0421.The geoid height was determined by GEOID03.
 JM0421
 JM0421;                    North         East     Units Scale Factor Converg.
 JM0421;SPC CO S     -   475,347.662   609,962.679   MT  0.99996077   -2 07 51.7
 JM0421;SPC CO S     - 1,559,536.45  2,001,185.89   sFT  0.99996077   -2 07 51.7
 JM0421;UTM  12      - 4,224,653.223   677,494.218   MT  0.99998801   +1 15 06.2
 JM0421
 JM0421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0421!SPC CO S     -   0.99965952  x   0.99996077  =   0.99962031
 JM0421!UTM  12      -   0.99965952  x   0.99998801  =   0.99964754
 JM0421
 JM0421:                Primary Azimuth Mark                     Grid Az
 JM0421:SPC CO S     -  STEAMBOAT                                138 47 33.4
 JM0421:UTM  12      -  STEAMBOAT                                135 24 35.5
 JM0421
 JM0421|---------------------------------------------------------------------|
 JM0421| PID    Reference Object                     Distance      Geod. Az  |
 JM0421|                                                           dddmmss.s |
 JM0421| JM0416 STEAMBOAT                           APPROX. 7.8 KM 1363941.7 |
 JM0421|---------------------------------------------------------------------|
 JM0421
 JM0421                          SUPERSEDED SURVEY CONTROL
 JM0421
 JM0421  NAD 83(1992)-  38 09 08.31264(N)    108 58 27.36684(W) AD(       ) 3
 JM0421  NAD 83(1986)-  38 09 08.31040(N)    108 58 27.36348(W) AD(       ) 3
 JM0421  NAD 27      -  38 09 08.34029(N)    108 58 24.98231(W) AD(       ) 3
 JM0421  NGVD 29 (07/19/86) 2188.3    (m)         7179.     (f) VERT ANG       
 JM0421
 JM0421.Superseded values are not recommended for survey control.
 JM0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0421.See file dsdata.txt to determine how the superseded data were derived.
 JM0421
 JM0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH7749424653(NAD 83)
 JM0421_MARKER: DD = SURVEY DISK
 JM0421_SETTING: 66 = SET IN ROCK OUTCROP
 JM0421_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JM0421_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0421+STABILITY: POSITION/ELEVATION WELL
 JM0421
 JM0421  HISTORY     - Date     Condition        Report By
 JM0421  HISTORY     - 1947     MONUMENTED       USGS
 JM0421
 JM0421                          STATION DESCRIPTION
 JM0421
 JM0421'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JM0421'STATION IS LOCATED ON THE HIGHEST POINT OF THE EASTERN EDGE OF ISLAND
 JM0421'MESA VERY CLOSE TO THE MONTROSE-SAN MIGUEL COUNTY LINE.
 JM0421'
 JM0421'TO REACH FROM LA SAL, UTAH, TAKE STATE HIGHWAY 46 W. FOR 2.6 MI. TO
 JM0421'FORK, TURN LEFT (S.) FOR 6.3 MI. TO A FORK 0.1 MI. S. OF BIG INDIAN
 JM0421'COPPER MINE, TAKE LEFT FORK FOR 6.9 MI. TO FORKS, TAKE LEFT FORK INTO
 JM0421'LISBON VALLEY CONTINUING FOR 16.3 MI. AND KEEPING ON MOST TRAVELED RD.
 JM0421'TAKING LEFT FORK AT ALL DIM RD. FORKS UNTIL THE PLACE WHERE RD. DROPS
 JM0421'OVER THE EASTERN RIM OF THE MESA.  FROM THIS POINT STATION CAN BE
 JM0421'REACHED ON FOOT BY PROCEEDING DUE N. ALONG EASTERN EDGE OF MESA TO
 JM0421'HIGHEST POINT AND STATION SITE.  TIME OF PACK 35 MINUTES.
 JM0421'
 JM0421'STATION MARK--STANDARD TABLET STAMPED ---ISLAND 1947--- AND CEMENTED
 JM0421'IN DRILL HOLE IN ROCK OUTCROP.
 JM0421'
 JM0421'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET STAMPED ---ISLAND
 JM0421'1947--- AND CEMENTED IN DRILL HOLE IN OUTCROPPING BEDROCK, 39.1 FT.
 JM0421'FROM STATION, N 36 DEG 44 MIN E.
 JM0421'
 JM0421'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET STAMPED ---ISLAND
 JM0421'1947--- AND CEMENTED IN DRILL HOLE IN OUTCROPPING BEDROCK, 31.3 FT.
 JM0421'FROM STATION, S 40 DEG 50 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0285 ***********************************************************************
 KM0285  DESIGNATION -  ISLAND
 KM0285  PID         -  KM0285
 KM0285  STATE/COUNTY-  CO/MESA
 KM0285  USGS QUAD   -  MESA LAKES (1955)
 KM0285
 KM0285                         *CURRENT SURVEY CONTROL
 KM0285  ___________________________________________________________________
 KM0285* NAD 83(1992)-  39 02 31.89175(N)    108 00 13.73068(W)     ADJUSTED  
 KM0285* NAVD 88     -      3299.5    (meters)   10825.     (feet)  VERTCON   
 KM0285  ___________________________________________________________________
 KM0285  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 KM0285  GEOID HEIGHT-         -15.44  (meters)                     GEOID03
 KM0285
 KM0285  HORZ ORDER  -  SECOND
 KM0285
 KM0285.The horizontal coordinates were established by classical geodetic methods
 KM0285.and adjusted by the National Geodetic Survey in January 1993..
 KM0285
 KM0285.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0285
 KM0285.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0285
 KM0285.The geoid height was determined by GEOID03.
 KM0285
 KM0285;                    North         East     Units Scale Factor Converg.
 KM0285;SPC CO C     -   441,979.293   697,675.513   MT  0.99993643   -1 34 44.9
 KM0285;SPC CO C     - 1,450,060.40  2,288,957.08   sFT  0.99993643   -1 34 44.9
 KM0285;UTM  12      - 4,325,731.692   759,315.488   MT  1.00042809   +1 53 18.0
 KM0285;UTM  13      - 4,325,753.490   240,024.180   MT  1.00043231   -1 53 35.3
 KM0285
 KM0285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0285!SPC CO C     -   0.99948500  x   0.99993643  =   0.99942147
 KM0285!UTM  12      -   0.99948500  x   1.00042809  =   0.99991287
 KM0285!UTM  13      -   0.99948500  x   1.00043231  =   0.99991709
 KM0285
 KM0285|---------------------------------------------------------------------|
 KM0285| PID    Reference Object                     Distance      Geod. Az  |
 KM0285|                                                           dddmmss.s |
 KM0285| CM7500 ISLAND RM 2                           7.497 METERS 00547     |
 KM0285| CM7498 ISLAND AZ MK                                       2220511.4 |
 KM0285| KM0286 T11S R95W SECS 33 34 SC              11.113 METERS 24315     |
 KM0285| CM7499 ISLAND RM 1                           7.866 METERS 29313     |
 KM0285|---------------------------------------------------------------------|
 KM0285
 KM0285                          SUPERSEDED SURVEY CONTROL
 KM0285
 KM0285  NAD 83(1986)-  39 02 31.89087(N)    108 00 13.71797(W) AD(       ) 2
 KM0285  NAD 27      -  39 02 31.96300(N)    108 00 11.47100(W) AD(       ) 2
 KM0285  NGVD 29 (05/18/92) 3297.9    (m)        10820.     (f) VERT ANG       
 KM0285
 KM0285.Superseded values are not recommended for survey control.
 KM0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0285.See file dsdata.txt to determine how the superseded data were derived.
 KM0285
 KM0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ5931525732(NAD 83)
 KM0285_MARKER: DS = TRIANGULATION STATION DISK
 KM0285_SETTING: 66 = SET IN ROCK OUTCROP
 KM0285_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 KM0285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0285
 KM0285  HISTORY     - Date     Condition        Report By
 KM0285  HISTORY     - 1937     MONUMENTED       CGS
 KM0285  HISTORY     - 1953     GOOD             USGS
 KM0285
 KM0285                          STATION DESCRIPTION
 KM0285
 KM0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KM0285'STATION IS ABOUT 22 MILES NNE OF DELTA, ABOUT 30 MILES E OF GRAND
 KM0285'JUNCTION ON THE S RIM OF GRAND MESA.  IT IS 2-1/2 MILES W OF
 KM0285'GRAND MESA POST OFFICE IN THE SW CORNER OF SEC. 34, T 11 S,
 KM0285'R 95 W.  12 FEET NE OF THE MESA-DELTA COUNTY LINE ON A HIGH
 KM0285'PROMINENT POINT OVERLOOKING THE CENTER OF ISLAND LAKE.
 KM0285'
 KM0285'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN A
 KM0285'DEPRESSION IN OUTCROPPING BEDROCK.  IT IS 20 YARDS E OF THE W
 KM0285'EDGE OF THE BLUFF.
 KM0285'
 KM0285'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK WEDGED IN DRILL
 KM0285'HOLE IN OUTCROPPING BEDROCK.  IT IS NW OF THE STATION ON THE
 KM0285'SAME ELEVATION AS THE STATION.
 KM0285'
 KM0285'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK WEDGED IN A DRILL
 KM0285'HOLE IN A BOULDER.  IT IS SET IN BEDROCK ON THE SAME ELEVATION AS
 KM0285'THE STATION AND IS NNE OF THE STATION.
 KM0285'
 KM0285'AZIMUTH MARK IS ABOUT 1 MILE SW OF THE STATION.  IT IS SET ON
 KM0285'A ROCK KNOB, ABOUT 200 YARDS S OF THE ROAD ALONG TRAIL TO LOOKOUT
 KM0285'POINT.  TO REACH FROM ISLAND LAKE CAMP GROUND GO W ON STATE
 KM0285'HIGHWAY 62 FOR 0.9 MILE TO CATTLE GUARD AND TRAIL TO LOOKOUT
 KM0285'POINT.
 KM0285'
 KM0285'U.S. LAND OFFICE MARK IS WSW OF THE STATION.  IT IS AN IRON
 KM0285'PIPE WITH BRASS CAP PROJECTING 8 INCHES WITH A SMALL ROCK CAIRN
 KM0285'FOR PROTECTION.  IT IS STAMPED T 11 S, R 95 W, SEC. 33, SEC. 34,
 KM0285'T 12 S, 1908.
 KM0285'
 KM0285'TO REACH FROM DELTA GO E ON STATE HIGHWAYS 65 AND 92 FOR
 KM0285'4.0 MILES.  HERE TURN N ON STATE HIGHWAY 65, AND GO 27.7 MILES
 KM0285'TO GRAND MESA POST OFFICE.  CONTINUE ON 65 W FOR 3.9 MILES TO A
 KM0285'TRAIL ON RIGHT OF ROAD AT A SHARP LEFT TURN.  THIS TRAIL IS 0.9
 KM0285'MILE W OF THE ISLAND LAKE CAMP GROUND.  HERE LEAVE TRUCK AND
 KM0285'FOLLOW STOCK TRAIL FOR 0.25 MILE TO AN OPEN MEADOW AND CAIRN ON
 KM0285'LARGE ROCK AND A LOG FENCE ON RIM VISIBLE STRAIGHT AHEAD.  KEEP
 KM0285'STRAIGHT AHEAD FROM CAIRN FOR 20 YARDS THEN TURN LEFT ON
 KM0285'FOREST SERVICE TRAIL ABOUT 150 YARDS TO RIM AND GAP IN LOG
 KM0285'FENCE.  HERE TURN RIGHT AND FOLLOW FENCE AND RIM ABOUT 0.5 MILE
 KM0285'TO STATION.  A 30-MINUTE PACK.  STATION CAN ALSO BE REACHED BY
 KM0285'CLIMBING RIM AT THE ISLAND LAKE CAMP GROUND BUT THIS
 KM0285'ROUTE IS EXTREMELY STEEP AND DANGEROUS.
 KM0285
 KM0285                          STATION RECOVERY (1953)
 KM0285
 KM0285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 KM0285'NO TEXT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0542 ***********************************************************************
 HM0542  DESIGNATION -  ISMAY
 HM0542  PID         -  HM0542
 HM0542  STATE/COUNTY-  CO/MONTEZUMA
 HM0542  USGS QUAD   -  WICKIUP CANYON (1986)
 HM0542
 HM0542                         *CURRENT SURVEY CONTROL
 HM0542  ___________________________________________________________________
 HM0542* NAD 83(1992)-  37 21 36.48191(N)    109 02 40.88725(W)     ADJUSTED  
 HM0542* NAVD 88     -      1597.     (meters)    5239.     (feet)  SCALED    
 HM0542  ___________________________________________________________________
 HM0542  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 HM0542  GEOID HEIGHT-         -20.32  (meters)                     GEOID03
 HM0542
 HM0542  HORZ ORDER  -  SECOND
 HM0542
 HM0542.The horizontal coordinates were established by classical geodetic methods
 HM0542.and adjusted by the National Geodetic Survey in January 1993..
 HM0542
 HM0542.The orthometric height was scaled from a topographic map.
 HM0542
 HM0542.The Laplace correction was computed from DEFLEC99 derived deflections.
 HM0542
 HM0542.The geoid height was determined by GEOID03.
 HM0542
 HM0542;                    North         East     Units Scale Factor Converg.
 HM0542;SPC CO S     -   387,721.632   600,459.087   MT  0.99997940   -2 10 27.2
 HM0542;SPC CO S     - 1,272,050.05  1,970,006.19   sFT  0.99997940   -2 10 27.2
 HM0542;SPC UT S     - 3,079,818.441   717,486.445   MT  0.99997850   +1 30 15.6
 HM0542;UTM  12      - 4,136,617.779   673,160.710   MT  0.99996936   +1 11 12.6
 HM0542
 HM0542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0542!SPC CO S     -   0.99975264  x   0.99997940  =   0.99973204
 HM0542!SPC UT S     -   0.99975264  x   0.99997850  =   0.99973114
 HM0542!UTM  12      -   0.99975264  x   0.99996936  =   0.99972201
 HM0542
 HM0542|---------------------------------------------------------------------|
 HM0542| PID    Reference Object                     Distance      Geod. Az  |
 HM0542|                                                           dddmmss.s |
 HM0542| CM7502 ISMAY RM 1                            9.119 METERS 23020     |
 HM0542| CM7501 ISMAY AZ MK                                        2622249.7 |
 HM0542| CM7503 ISMAY RM 2                           11.559 METERS 34015     |
 HM0542|---------------------------------------------------------------------|
 HM0542
 HM0542                          SUPERSEDED SURVEY CONTROL
 HM0542
 HM0542  NAD 83(1986)-  37 21 36.47824(N)    109 02 40.88718(W) AD(       ) 2
 HM0542  NAD 27      -  37 21 36.51321(N)    109 02 38.54688(W) AD(       ) 2
 HM0542
 HM0542.Superseded values are not recommended for survey control.
 HM0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0542.See file dsdata.txt to determine how the superseded data were derived.
 HM0542
 HM0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG7316136618(NAD 83)
 HM0542_MARKER: DS = TRIANGULATION STATION DISK
 HM0542_SETTING: 66 = SET IN ROCK OUTCROP
 HM0542
 HM0542  HISTORY     - Date     Condition        Report By
 HM0542  HISTORY     - 1936     MONUMENTED       CGS
 HM0542
 HM0542                          STATION DESCRIPTION
 HM0542
 HM0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 HM0542'STATION IS LOCATED 24 MILES A LITTLE N OF W OF CORTEZ, 15
 HM0542'1/2 MILES WNW OF UTE MOUNTAIN, AND 2 MILES N OF THE
 HM0542'MC ELMO CREEK ROAD, AIR LINE DISTANCES, AT THE EXTREME NE
 HM0542'CORNER OF THE NAVAJO INDIAN RESERVATION WHERE THE N BOUNDARY
 HM0542'OF THE RESERVATION INTERSECTS THE COLORADO-UTAH STATE LINE.
 HM0542'
 HM0542'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 HM0542'DISKS WEDGED IN DRILL HOLES IN OUTCROPPING BEDROCK.
 HM0542'
 HM0542'AZIMUTH IS 400 YARDS WSW ON ROCKY POINT NEAR END OF
 HM0542'BLUFF.
 HM0542'
 HM0542'TO REACH FROM CORTEZ GO W ON U.S. HIGHWAY 666 TO THE END OF
 HM0542'PAVEMENT AT CITY LIMITS AND CONTINUE W AND S ON HIGHWAY
 HM0542'2.9 MILES AND TURN RIGHT ON GRAVEL ROAD, GO W 8.2 MILES AND
 HM0542'KEEP LEFT FORK, (MAIN-TRAVELED ROAD) GO 20.5 MILES TO ISMAY
 HM0542'TRADING POST AND CONTINUE ON MAIN ROAD 0.4 MILE ACROSS MAIN
 HM0542'WASH TO A FORK IN THE WASH, KEEP RIGHT (N) UP WASH 1.2 MILES
 HM0542'TO WHERE ROAD TURNS LEFT UP SIDE WASH, LEAVE ROAD AND DRIVE
 HM0542'UP DRY WASH BED 1.2 MILES TO A WIRE FENCE CROSSING THE WASH
 HM0542'AND END OF TRUCK TRAVEL.  FOLLOW FENCE UP STEEP ROCKY BLUFF
 HM0542'TO THE RIGHT ABOUT 20-MINUTES WALK TO TOP OF MESA AND
 HM0542'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0891 ***********************************************************************
 JL0891  DESIGNATION -  ITALIAN
 JL0891  PID         -  JL0891
 JL0891  STATE/COUNTY-  CO/GUNNISON
 JL0891  USGS QUAD   -  PEARL PASS (1961)
 JL0891
 JL0891                         *CURRENT SURVEY CONTROL
 JL0891  ___________________________________________________________________
 JL0891* NAD 83(1992)-  38 56 43.10629(N)    106 45 08.45106(W)     ADJUSTED  
 JL0891* NAVD 88     -      4079.7    (meters)   13385.     (feet)  VERTCON   
 JL0891  ___________________________________________________________________
 JL0891  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 JL0891  GEOID HEIGHT-         -13.66  (meters)                     GEOID03
 JL0891
 JL0891  HORZ ORDER  -  THIRD
 JL0891
 JL0891.The horizontal coordinates were established by classical geodetic methods
 JL0891.and adjusted by the National Geodetic Survey in January 1993..
 JL0891
 JL0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0891
 JL0891.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0891
 JL0891.The geoid height was determined by GEOID03.
 JL0891
 JL0891;                    North         East     Units Scale Factor Converg.
 JL0891;SPC CO C     -   428,985.748   805,841.995   MT  0.99993958   -0 47 23.4
 JL0891;SPC CO C     - 1,407,430.74  2,643,833.28   sFT  0.99993958   -0 47 23.4
 JL0891;UTM  13      - 4,312,167.286   348,139.386   MT  0.99988398   -1 06 06.1
 JL0891
 JL0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0891!SPC CO C     -   0.99936246  x   0.99993958  =   0.99930208
 JL0891!UTM  13      -   0.99936246  x   0.99988398  =   0.99924651
 JL0891
 JL0891                          SUPERSEDED SURVEY CONTROL
 JL0891
 JL0891  NAD 83(1986)-  38 56 43.09872(N)    106 45 08.45949(W) AD(       ) 3
 JL0891  NGVD 29 (11/04/91) 4077.6    (m)        13378.     (f) VERT ANG       
 JL0891
 JL0891.Superseded values are not recommended for survey control.
 JL0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0891.See file dsdata.txt to determine how the superseded data were derived.
 JL0891
 JL0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD4813912167(NAD 83)
 JL0891_MARKER: DD = SURVEY DISK
 JL0891_SETTING: 80 = SET IN A BOULDER
 JL0891_SP_SET: PARTIALLY EXPOSED BOULDER
 JL0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0891+STABILITY: SURFACE MOTION
 JL0891
 JL0891  HISTORY     - Date     Condition        Report By
 JL0891  HISTORY     - 1959     MONUMENTED       USGS
 JL0891
 JL0891                          STATION DESCRIPTION
 JL0891
 JL0891'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 JL0891'STATION IS LOCATED 16.0 MI. AIRLINE SSE. OF ASPEN, COLORADO, AND 12.0
 JL0891'MI. NE. OF CRESTED BUTTE, COLORADO, ON THE HIGHEST POINT OF N.
 JL0891'ITALIAN MOUNTAIN.
 JL0891'
 JL0891'TO REACH FROM CRESTED BUTTE, COLORADO, GO E. ON STATE HIGHWAY 135 TO
 JL0891'GRADED DIRT RD. UP CEMENT CREEK TO A RD. FORK ABOUT 1.0 MI. ABOVE
 JL0891'SECOND PARK CAMPGROUNDS.  TAKE THIS RD. TO THE STEWART MINE IN A
 JL0891'BASIN JUST E. OF STATION.  ANIMALS CAN BE TAKEN TO STATION FROM THE
 JL0891'STEWART MINE BY GOING UP THE E. RIDGE TO TOP OF PEAK.
 JL0891'
 JL0891'STATION MARK--A STANDARD TABLET STAMPED---ITALIAN 1959---, SET IN
 JL0891'A BURIED BOULDER.
 JL0891'
 JL0891'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5912 ***********************************************************************
 AI5912  SACS        -  This is a Secondary Airport Control Station.
 AI5912  DESIGNATION -  ITR A
 AI5912  PID         -  AI5912
 AI5912  STATE/COUNTY-  CO/KIT CARSON
 AI5912  USGS QUAD   -  SOUTH OF BURLINGTON (1970)
 AI5912
 AI5912                         *CURRENT SURVEY CONTROL
 AI5912  ___________________________________________________________________
 AI5912* NAD 83(1992)-  39 14 08.45129(N)    102 16 57.21366(W)     ADJUSTED  
 AI5912* NAVD 88     -      1280.21   (meters)    4200.2    (feet)  GPS OBS   
 AI5912  ___________________________________________________________________
 AI5912  X           -  -1,052,558.741 (meters)                     COMP
 AI5912  Y           -  -4,834,540.133 (meters)                     COMP
 AI5912  Z           -   4,013,412.093 (meters)                     COMP
 AI5912  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 AI5912  ELLIP HEIGHT-        1257.14  (meters)          (10/21/02) GPS OBS
 AI5912  GEOID HEIGHT-         -23.06  (meters)                     GEOID03
 AI5912
 AI5912  HORZ ORDER  -  FIRST
 AI5912  ELLP ORDER  -  FIFTH     CLASS I
 AI5912
 AI5912.This mark is at Kit Carson County Airport (ITR)
 AI5912
 AI5912.The horizontal coordinates were established by GPS observations
 AI5912.and adjusted by the National Geodetic Survey in June 2000..
 AI5912
 AI5912.The orthometric height was determined by GPS observations and a
 AI5912.high-resolution geoid model.
 AI5912
 AI5912.GPS derived orthometric heights for airport stations designated as
 AI5912.PACS or SACS are published to 2 decimal places.  This maintains
 AI5912.centimeter relative accuracy between the PACS and SACS.  It does
 AI5912.not indicate centimeter accuracy relative to other marks which are
 AI5912.part of the NAVD 88 network.
 AI5912
 AI5912.Photographs are available for this station.
 AI5912
 AI5912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5912
 AI5912.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5912
 AI5912.The ellipsoidal height was determined by GPS observations
 AI5912.and is referenced to NAD 83.
 AI5912
 AI5912.The geoid height was determined by GEOID03.
 AI5912
 AI5912;                    North         East     Units Scale Factor Converg.
 AI5912;SPC CO C     -   465,390.211 1,192,115.044   MT  0.99993866   +2 01 45.1
 AI5912;SPC CO C     - 1,526,867.72  3,911,130.77   sFT  0.99993866   +2 01 45.1
 AI5912;UTM  13      - 4,346,450.363   734,543.089   MT  1.00027739   +1 43 10.5
 AI5912
 AI5912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5912!SPC CO C     -   0.99980280  x   0.99993866  =   0.99974148
 AI5912!UTM  13      -   0.99980280  x   1.00027739  =   1.00008014
 AI5912
 AI5912                          SUPERSEDED SURVEY CONTROL
 AI5912
 AI5912  ELLIP H (06/30/00) 1257.12   (m)                       GP(       ) 1 1
 AI5912
 AI5912.Superseded values are not recommended for survey control.
 AI5912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5912.See file dsdata.txt to determine how the superseded data were derived.
 AI5912
 AI5912_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD3454346450(NAD 83)
 AI5912_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5912_STAMPING: ITR A 1999
 AI5912_MARK LOGO: NGS   
 AI5912_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI5912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5912+STABILITY: SURFACE MOTION
 AI5912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5912+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2000
 AI5912
 AI5912  HISTORY     - Date     Condition        Report By
 AI5912  HISTORY     - 1999     MONUMENTED       MSAM
 AI5912  HISTORY     - 20000708 GOOD             NGS
 AI5912
 AI5912                          STATION DESCRIPTION
 AI5912
 AI5912'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AI5912'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC.  1999 (KCH) THE
 AI5912'STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) SOUTH OF BURLINGTON, AT THE
 AI5912'KIT CARSON COUNTY AIRPORT.  IT IS NEAR THE SOUTH END AND WEST OF
 AI5912'RUNWAY 15-33, IN SECTION 26, T 9 S, R 44 W.  THE AIRPORT IS NOT
 AI5912'CONTROLLED.  PERMISSION TO USE THIS STATION MUST BE OBTAINED FROM THE
 AI5912'AIRPORT MANAGER.  CONTACT MR LARRY MACK AT 14111 HIGHWAY 385,
 AI5912'BURLINGTON, COLORADO, 80807, TELEPHONE 719-346-5352.  OWNERSHIP--KIT
 AI5912'CARSON AIRPORT COMMISSION
 AI5912'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 70 AND U.S.
 AI5912'HIGHWAY 385 (I-70 EXIT 437) JUST SOUTH OF BURLINGTON, GO SOUTH ON
 AI5912'HIGHWAY 385 FOR 3.6 MI (5.8 KM) TO THE AIRPORT ENTRANCE ON THE RIGHT.
 AI5912'TURN RIGHT, WEST, ON PAVED ROAD FOR 0.2 MI (0.3 KM) TO A CROSSROAD.
 AI5912'TURN LEFT, SOUTH, ON WINDING PAVED ROAD FOR 0.16 MI (0.26 KM) TO ROAD
 AI5912'END AT HANGAR AND APRON.  BEAR HALF LEFT, SOUTHWEST, ACROSS APRON THEN
 AI5912'TAXIWAY FOR 0.15 MI (0.24 KM) TO THE RUNWAY.  TURN LEFT, SOUTHEAST, ON
 AI5912'RUNWAY 15-33 FOR 0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT
 AI5912'THE MARK IS A NGS BRASS DISK SET IN THE TOP CENTER OF A CONCRETE POST.
 AI5912'IT IS 60.0 M (196.8 FT) SOUTH OF THE SOUTHERLY MOST CLEAR/AMBER RUNWAY
 AI5912'LIGHT ON THE WEST SIDE OF RUNWAY 15-33, 32.0 M (105.0 FT)
 AI5912'WEST-SOUTHWEST OF THE EXTENDED CENTER LINE OF RUNWAY 15-33, 20.8 M
 AI5912'(68.2 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF RUNWAY 15-33, 17.6
 AI5912'M (57.7 FT) WEST-SOUTHWEST OF THE WESTERLY MOST CLEAR/BLUE LIGHT AT
 AI5912'THE SOUTH END OF RUNWAY 15-33 AND 0.8 M (2.6 FT) SOUTH-SOUTHEAST OF A
 AI5912'FIBERGLASS WITNESS POST .  THIS STATION IS DESIGNATED AS A SECONDARY
 AI5912'AIRPORT CONTROL STATION.
 AI5912
 AI5912                          STATION RECOVERY (2000)
 AI5912
 AI5912'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AI5912'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0561 ***********************************************************************
 HL0561  DESIGNATION -  IVY
 HL0561  PID         -  HL0561
 HL0561  STATE/COUNTY-  CO/MINERAL
 HL0561  USGS QUAD   -  SOUTH RIVER PEAK (1986)
 HL0561
 HL0561                         *CURRENT SURVEY CONTROL
 HL0561  ___________________________________________________________________
 HL0561* NAD 83(1992)-  37 37 03.32204(N)    106 59 59.08005(W)     ADJUSTED  
 HL0561* NAVD 88     -      3838.5    (meters)   12593.     (feet)  VERTCON   
 HL0561  ___________________________________________________________________
 HL0561  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 HL0561  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 HL0561
 HL0561  HORZ ORDER  -  THIRD
 HL0561
 HL0561.The horizontal coordinates were established by classical geodetic methods
 HL0561.and adjusted by the National Geodetic Survey in January 1993..
 HL0561
 HL0561.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0561
 HL0561.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0561
 HL0561.The geoid height was determined by GEOID03.
 HL0561
 HL0561;                    North         East     Units Scale Factor Converg.
 HL0561;SPC CO S     -   411,400.252   782,006.477   MT  0.99995250   -0 55 11.7
 HL0561;SPC CO S     - 1,349,735.66  2,565,632.92   sFT  0.99995250   -0 55 11.7
 HL0561;UTM  13      - 4,165,267.541   323,510.773   MT  0.99998368   -1 13 15.4
 HL0561
 HL0561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0561!SPC CO S     -   0.99940046  x   0.99995250  =   0.99935299
 HL0561!UTM  13      -   0.99940046  x   0.99998368  =   0.99938415
 HL0561
 HL0561:                Primary Azimuth Mark                     Grid Az
 HL0561:SPC CO S     -  RUBY                                     309 32 53.5
 HL0561:UTM  13      -  RUBY                                     309 50 57.2
 HL0561
 HL0561|---------------------------------------------------------------------|
 HL0561| PID    Reference Object                     Distance      Geod. Az  |
 HL0561|                                                           dddmmss.s |
 HL0561| HL0585 RUBY                                APPROX.12.6 KM 3083741.8 |
 HL0561|---------------------------------------------------------------------|
 HL0561
 HL0561                          SUPERSEDED SURVEY CONTROL
 HL0561
 HL0561  NAD 83(1986)-  37 37 03.31991(N)    106 59 59.08340(W) AD(       ) 3
 HL0561  NAD 27      -  37 37 03.29927(N)    106 59 56.91579(W) AD(       ) 3
 HL0561  NGVD 29 (07/19/86) 3836.7    (m)        12588.     (f) VERT ANG       
 HL0561
 HL0561.Superseded values are not recommended for survey control.
 HL0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0561.See file dsdata.txt to determine how the superseded data were derived.
 HL0561
 HL0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB2351165268(NAD 83)
 HL0561_MARKER: DD = SURVEY DISK
 HL0561_SETTING: 66 = SET IN ROCK OUTCROP
 HL0561_SP_SET: SET IN ROCK OUTCROP
 HL0561_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0561+STABILITY: POSITION/ELEVATION WELL
 HL0561
 HL0561  HISTORY     - Date     Condition        Report By
 HL0561  HISTORY     - 1954     MONUMENTED       USGS
 HL0561  HISTORY     - 1956     GOOD             USGS
 HL0561
 HL0561                          STATION DESCRIPTION
 HL0561
 HL0561'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 HL0561'THE STATION IS LOCATED ON THE N. POINT OF THE HIGH RIDGE BETWEEN
 HL0561'RED MOUNTAIN CREEK AND IVY CREEK, APPROXIMATELY 16.0 MI. AIRLINE
 HL0561'SW. OF CREEDE, AND APPROXIMATELY 26.0 MI. AIRLINE N. OF PAGOSA
 HL0561'SPRINGS.
 HL0561'
 HL0561'TO REACH THE STATION FROM THE RAILROAD STATION IN CREEDE, GO S.
 HL0561'ON STATE HIGHWAY 149 FOR 6.5 MI. TO A RD. FORK JUST BEFORE CROSSING
 HL0561'THE RIO GRANDE, TAKE THE LEFT FORK FOR 4.0 MI. TO RD. FORK, THENCE
 HL0561'LEFT FOR 2.6 MI. TO RD. FORK, THENCE RIGHT FOR 0.5 MI. TO RD. FORK,
 HL0561'THENCE RIGHT FOR 3.1 MI. TO GATE.  PASS THROUGH GATE AND CONTINUE
 HL0561'ON FOR 4.5 MI. TO AN OLD CABIN AND END OF TRUCK TRAVEL.  FROM THIS
 HL0561'POINT PACK E. UP A VERY STEEP SLOPE FOR 2-1/2 HOURS TO POINT OF
 HL0561'RIDGE AND STATION SITE.
 HL0561
 HL0561                          STATION RECOVERY (1956)
 HL0561
 HL0561'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956 (JTD)
 HL0561'RECOVERED AS DESCRIBED.
 HL0561'
 HL0561'STATION MARK--STANDARD USGS TRIANGULATION TABLET, STAMPED ---IVY
 HL0561'1954---, CEMENTED IN A ROCK OUTCROP.
 HL0561'
 HL0561'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0194 ***********************************************************************
 KJ0194  DESIGNATION -  J
 KJ0194  PID         -  KJ0194
 KJ0194  STATE/COUNTY-  CO/LINCOLN
 KJ0194  USGS QUAD   -  HUGO (1980)
 KJ0194
 KJ0194                         *CURRENT SURVEY CONTROL
 KJ0194  ___________________________________________________________________
 KJ0194* NAD 83(1986)-  39 08 04.     (N)    103 28 10.     (W)     SCALED    
 KJ0194* NAVD 88     -      1538.753  (meters)    5048.39   (feet)  ADJUSTED  
 KJ0194  ___________________________________________________________________
 KJ0194  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 KJ0194  DYNAMIC HT  -        1537.264 (meters)    5043.51  (feet)  COMP
 KJ0194  MODELED GRAV-     979,605.8   (mgal)                       NAVD 88
 KJ0194
 KJ0194  VERT ORDER  -  SECOND    CLASS 0
 KJ0194
 KJ0194.The horizontal coordinates were scaled from a topographic map and have
 KJ0194.an estimated accuracy of +/- 6 seconds.
 KJ0194
 KJ0194.The orthometric height was determined by differential leveling
 KJ0194.and adjusted by the National Geodetic Survey in June 1991..
 KJ0194
 KJ0194.The geoid height was determined by GEOID03.
 KJ0194
 KJ0194.The dynamic height is computed by dividing the NAVD 88
 KJ0194.geopotential number by the normal gravity value computed on the
 KJ0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0194.degrees latitude (g = 980.6199 gals.).
 KJ0194
 KJ0194.The modeled gravity was interpolated from observed gravity values.
 KJ0194
 KJ0194;                    North         East    Units  Estimated Accuracy
 KJ0194;SPC CO C     -   451,200.    1,089,940.      MT  (+/- 180 meters Scaled)
 KJ0194
 KJ0194                          SUPERSEDED SURVEY CONTROL
 KJ0194
 KJ0194  NGVD 29 (??/??/92) 1538.069  (m)         5046.15   (f) ADJ UNCH    2 0
 KJ0194
 KJ0194.Superseded values are not recommended for survey control.
 KJ0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0194.See file dsdata.txt to determine how the superseded data were derived.
 KJ0194
 KJ0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD322328(NAD 83)
 KJ0194_MARKER: B = BOLT
 KJ0194_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KJ0194_SP_SET: BUILDING
 KJ0194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KJ0194
 KJ0194  HISTORY     - Date     Condition        Report By
 KJ0194  HISTORY     - UNK      MONUMENTED       CGS
 KJ0194  HISTORY     - 1938     GOOD             NGS
 KJ0194  HISTORY     - 1975     MARK NOT FOUND   USGS
 KJ0194
 KJ0194                          STATION DESCRIPTION
 KJ0194
 KJ0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KJ0194'AT HUGO.
 KJ0194'AT HUGO, LINCOLN COUNTY, ONE BLOCK WEST AND ONE BLOCK SOUTH OF THE
 KJ0194'COUNTY COURTHOUSE, AT THE SOUTH (FRONT) WALL OF THE COUNTY JAIL
 KJ0194'BUILDING, IN THE STONE WATER TABLE, 2 FEET WEST OF THE SOUTHEAST
 KJ0194'CORNER OF THE BUILDING, AND ABOUT 1 1/2 FEET ABOVE THE GROUND.  THE
 KJ0194'CENTER OF A CROSS IN THE END OF A COPPER BOLT.
 KJ0194
 KJ0194                          STATION RECOVERY (1975)
 KJ0194
 KJ0194'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KJ0194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0180 ***********************************************************************
 KK0180  DESIGNATION -  J 1
 KK0180  PID         -  KK0180
 KK0180  STATE/COUNTY-  CO/DOUGLAS
 KK0180  USGS QUAD   -  GREENLAND (1969)
 KK0180
 KK0180                         *CURRENT SURVEY CONTROL
 KK0180  ___________________________________________________________________
 KK0180* NAD 83(1986)-  39 11 16.     (N)    104 51 23.     (W)     SCALED    
 KK0180* NAVD 88     -      2101.909  (meters)    6896.01   (feet)  POSTED    
 KK0180  ___________________________________________________________________
 KK0180  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 KK0180  DYNAMIC HT  -        2099.590 (meters)    6888.40  (feet)  COMP
 KK0180  MODELED GRAV-     979,449.9   (mgal)                       NAVD 88
 KK0180
 KK0180  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 KK0180
 KK0180.The horizontal coordinates were scaled from a topographic map and have
 KK0180.an estimated accuracy of +/- 6 seconds.
 KK0180
 KK0180.The orthometric height was determined by differential leveling
 KK0180.and adjusted by the National Geodetic Survey in 1992..
 KK0180.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 KK0180.rate of 3.1 thru 4.0 mm/km.
 KK0180
 KK0180.The geoid height was determined by GEOID03.
 KK0180
 KK0180.The dynamic height is computed by dividing the NAVD 88
 KK0180.geopotential number by the normal gravity value computed on the
 KK0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0180.degrees latitude (g = 980.6199 gals.).
 KK0180
 KK0180.The modeled gravity was interpolated from observed gravity values.
 KK0180
 KK0180;                    North         East    Units  Estimated Accuracy
 KK0180;SPC CO C     -   455,350.      970,000.      MT  (+/- 180 meters Scaled)
 KK0180
 KK0180                          SUPERSEDED SURVEY CONTROL
 KK0180
 KK0180  NGVD 29 (??/??/92) 2100.708  (m)         6892.07   (f) ADJ UNCH    1 2
 KK0180
 KK0180.Superseded values are not recommended for survey control.
 KK0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0180.See file dsdata.txt to determine how the superseded data were derived.
 KK0180
 KK0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED124376(NAD 83)
 KK0180_MARKER: B = BOLT
 KK0180_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0180_SP_SET: BUILDING
 KK0180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0180
 KK0180  HISTORY     - Date     Condition        Report By
 KK0180  HISTORY     - UNK      MONUMENTED       CGS
 KK0180  HISTORY     - 1954     GOOD             NGS
 KK0180
 KK0180                          STATION DESCRIPTION
 KK0180
 KK0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0180'5.3 MI N FROM PALMER LAKE.
 KK0180'5.3 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KK0180'FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT PALMER
 KK0180'LAKE, 0.3 MILE NORTH OF THE STATION SIGN AT GREENLAND, 175 FEET
 KK0180'WEST OF THE WEST RAIL, 0.5 FOOT ABOVE THE GROUND, AT GREENLAND
 KK0180'RANCH, SET VERTICALLY IN THE NORTH SIDE OF THE CONCRETE FOUNDATION
 KK0180'OF THE HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0409 ***********************************************************************
 JL0409  DESIGNATION -  J 10
 JL0409  PID         -  JL0409
 JL0409  STATE/COUNTY-  CO/MONTROSE
 JL0409  USGS QUAD   -  OLATHE (1982)
 JL0409
 JL0409                         *CURRENT SURVEY CONTROL
 JL0409  ___________________________________________________________________
 JL0409* NAD 83(1986)-  38 31 45.     (N)    107 56 07.     (W)     SCALED    
 JL0409* NAVD 88     -      1704.679  (meters)    5592.77   (feet)  POSTED    
 JL0409  ___________________________________________________________________
 JL0409  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 JL0409  DYNAMIC HT  -        1702.830 (meters)    5586.70  (feet)  COMP
 JL0409  MODELED GRAV-     979,483.6   (mgal)                       NAVD 88
 JL0409
 JL0409  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JL0409
 JL0409.The horizontal coordinates were scaled from a topographic map and have
 JL0409.an estimated accuracy of +/- 6 seconds.
 JL0409
 JL0409.The orthometric height was determined by differential leveling
 JL0409.and adjusted by the National Geodetic Survey in 1992..
 JL0409.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JL0409.rate of 0.0 thru 1.0 mm/km.
 JL0409
 JL0409.The geoid height was determined by GEOID03.
 JL0409
 JL0409.The dynamic height is computed by dividing the NAVD 88
 JL0409.geopotential number by the normal gravity value computed on the
 JL0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0409.degrees latitude (g = 980.6199 gals.).
 JL0409
 JL0409.The modeled gravity was interpolated from observed gravity values.
 JL0409
 JL0409;                    North         East    Units  Estimated Accuracy
 JL0409;SPC CO S     -   514,290.      702,070.      MT  (+/- 180 meters Scaled)
 JL0409
 JL0409                          SUPERSEDED SURVEY CONTROL
 JL0409
 JL0409  NGVD 29 (??/??/92) 1703.484  (m)         5588.85   (f) ADJ UNCH    1 2
 JL0409
 JL0409.Superseded values are not recommended for survey control.
 JL0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0409.See file dsdata.txt to determine how the superseded data were derived.
 JL0409
 JL0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC441686(NAD 83)
 JL0409_MARKER: DB = BENCH MARK DISK
 JL0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0409_STAMPING: 5588.847 J 10 1926
 JL0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0409+STABILITY: SURFACE MOTION
 JL0409
 JL0409  HISTORY     - Date     Condition        Report By
 JL0409  HISTORY     - 1926     MONUMENTED       CGS
 JL0409  HISTORY     - 1974     GOOD             NGS
 JL0409  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0409
 JL0409                          STATION DESCRIPTION
 JL0409
 JL0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 JL0409'4.6 MI NW FROM MONTROSE.
 JL0409'4.6 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0409'FROM THE STATION AT MONTROSE, MONTROSE COUNTY, 645 FEET NORTH OF
 JL0409'MILEPOST D-356, 35 FEET WEST OF THE TRACK, AND 2 FEET LOWER THAN THE
 JL0409'TRACK.  A STANDARD DISK, STAMPED 5588.847 J 10 1926 AND SET IN THE TOP
 JL0409'OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE GROUND. NOTE-- THE
 JL0409'MARK IS 120 FEET NORTH OF A CULVERT UNDER THE MAIN TRACK, AND 46 FEET
 JL0409'EAST OF AN UNDERGROUND TELEPHONE LINE PEDESTAL.
 JL0409
 JL0409                          STATION RECOVERY (1984)
 JL0409
 JL0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0034 ***********************************************************************
 KJ0034  DESIGNATION -  J 100
 KJ0034  PID         -  KJ0034
 KJ0034  STATE/COUNTY-  CO/YUMA
 KJ0034  USGS QUAD   -  ARMEL (1980)
 KJ0034
 KJ0034                         *CURRENT SURVEY CONTROL
 KJ0034  ___________________________________________________________________
 KJ0034* NAD 83(1986)-  39 45 42.     (N)    102 03 53.     (W)     SCALED    
 KJ0034* NAVD 88     -      1144.127  (meters)    3753.69   (feet)  ADJUSTED  
 KJ0034  ___________________________________________________________________
 KJ0034  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 KJ0034  DYNAMIC HT  -        1143.212 (meters)    3750.69  (feet)  COMP
 KJ0034  MODELED GRAV-     979,787.3   (mgal)                       NAVD 88
 KJ0034
 KJ0034  VERT ORDER  -  SECOND    CLASS 0
 KJ0034
 KJ0034.The horizontal coordinates were scaled from a topographic map and have
 KJ0034.an estimated accuracy of +/- 6 seconds.
 KJ0034
 KJ0034.The orthometric height was determined by differential leveling
 KJ0034.and adjusted by the National Geodetic Survey in June 1991..
 KJ0034
 KJ0034.The geoid height was determined by GEOID03.
 KJ0034
 KJ0034.The dynamic height is computed by dividing the NAVD 88
 KJ0034.geopotential number by the normal gravity value computed on the
 KJ0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0034.degrees latitude (g = 980.6199 gals.).
 KJ0034
 KJ0034.The modeled gravity was interpolated from observed gravity values.
 KJ0034
 KJ0034;                    North         East    Units  Estimated Accuracy
 KJ0034;SPC CO N     -   358,060.    1,208,700.      MT  (+/- 180 meters Scaled)
 KJ0034
 KJ0034                          SUPERSEDED SURVEY CONTROL
 KJ0034
 KJ0034  NGVD 29 (??/??/92) 1143.658  (m)         3752.15   (f) ADJ UNCH    2 0
 KJ0034
 KJ0034.Superseded values are not recommended for survey control.
 KJ0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0034.See file dsdata.txt to determine how the superseded data were derived.
 KJ0034
 KJ0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGE514054(NAD 83)
 KJ0034_MARKER: DB = BENCH MARK DISK
 KJ0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0034_STAMPING: J 100 1935
 KJ0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0034+STABILITY: SURFACE MOTION
 KJ0034
 KJ0034  HISTORY     - Date     Condition        Report By
 KJ0034  HISTORY     - 1935     MONUMENTED       CGS
 KJ0034  HISTORY     - 1949     GOOD             USGS
 KJ0034  HISTORY     - 1963     GOOD             USGS
 KJ0034
 KJ0034                          STATION DESCRIPTION
 KJ0034
 KJ0034'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 KJ0034'AT WEST GURNEY.
 KJ0034'IDALIA, YUMA CO., COLORADO, 4 MILES NORTH AND 12 MILES EAST OF,
 KJ0034'T.3 S. R.42 W., COR. SECS. 27-28-33-34, ON WEST GURNEY SCHOOL
 KJ0034'YARD, 62 FT. NORTH AND 34 FT. EAST OF X ROADS, 25 FT. WEST OF S.W.
 KJ0034'CORNER OF SCHOOL, IN A CONCRETE POST A STD. USC AND GS DISK
 KJ0034'STAMPED J 100 1935.
 KJ0034
 KJ0034                          STATION RECOVERY (1963)
 KJ0034
 KJ0034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 KJ0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0210 ***********************************************************************
 LK0210  DESIGNATION -  J 102
 LK0210  PID         -  LK0210
 LK0210  STATE/COUNTY-  CO/PHILLIPS
 LK0210  USGS QUAD   -  GALIEN (1951)
 LK0210
 LK0210                         *CURRENT SURVEY CONTROL
 LK0210  ___________________________________________________________________
 LK0210* NAD 83(1986)-  40 40 08.     (N)    103 04 23.     (W)     SCALED    
 LK0210* NAVD 88     -      1244.763  (meters)    4083.86   (feet)  ADJUSTED  
 LK0210  ___________________________________________________________________
 LK0210  GEOID HEIGHT-         -19.85  (meters)                     GEOID03
 LK0210  DYNAMIC HT  -        1243.853 (meters)    4080.87  (feet)  COMP
 LK0210  MODELED GRAV-     979,850.1   (mgal)                       NAVD 88
 LK0210
 LK0210  VERT ORDER  -  SECOND    CLASS 0
 LK0210
 LK0210.The horizontal coordinates were scaled from a topographic map and have
 LK0210.an estimated accuracy of +/- 6 seconds.
 LK0210
 LK0210.The orthometric height was determined by differential leveling
 LK0210.and adjusted by the National Geodetic Survey in June 1991..
 LK0210
 LK0210.The geoid height was determined by GEOID03.
 LK0210
 LK0210.The dynamic height is computed by dividing the NAVD 88
 LK0210.geopotential number by the normal gravity value computed on the
 LK0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0210.degrees latitude (g = 980.6199 gals.).
 LK0210
 LK0210.The modeled gravity was interpolated from observed gravity values.
 LK0210
 LK0210;                    North         East    Units  Estimated Accuracy
 LK0210;SPC CO N     -   455,900.    1,119,580.      MT  (+/- 180 meters Scaled)
 LK0210
 LK0210                          SUPERSEDED SURVEY CONTROL
 LK0210
 LK0210  NGVD 29 (??/??/92) 1244.219  (m)         4082.08   (f) ADJ UNCH    2 0
 LK0210
 LK0210.Superseded values are not recommended for survey control.
 LK0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0210.See file dsdata.txt to determine how the superseded data were derived.
 LK0210
 LK0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF628037(NAD 83)
 LK0210_MARKER: DB = BENCH MARK DISK
 LK0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0210_STAMPING: J 102 1935
 LK0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0210+STABILITY: SURFACE MOTION
 LK0210
 LK0210  HISTORY     - Date     Condition        Report By
 LK0210  HISTORY     - 1935     MONUMENTED       CGS
 LK0210  HISTORY     - 1938     GOOD             NGS
 LK0210  HISTORY     - 1951     GOOD             USGS
 LK0210
 LK0210                          STATION DESCRIPTION
 LK0210
 LK0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 LK0210'3.7 MI W FROM GALIAN.
 LK0210'3.7 MILES WEST OF GALIAN, 4 3/4 POLES EAST OF MILEPOLE 222, ALONG
 LK0210'THE  C. B. AND Q. RAILROAD, 30 FEET SOUTH OF THE TRACK, 21 FEET
 LK0210'NORTH OF A FENCE, 36 FEET WEST OF A TELEPHONE POLE, 4 FT. NORTH OF THE
 LK0210'POLE LINE, AT THE EAST END OF A CUT.  SET HORIZONTAL
 LK0210'IN THE TOP OF A PRECAST CONCRETE POST.  NOTE-- THIS APPEARS TO BE A
 LK0210'RE-SET BM SINCE ANOTHER TABLET WAS FOUND STAMPED IDENTICALLY, SET
 LK0210'IN A MONUMENT THAT EXTENDS ABOUT ONE FOOT INTO THE GROUND, AND
 LK0210'LOCATED 870 FEET WEST ALONG THE RAILROAD TRACKS.
 LK0210
 LK0210                          STATION RECOVERY (1951)
 LK0210
 LK0210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 LK0210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0166 ***********************************************************************
 LK0166  DESIGNATION -  J 103
 LK0166  PID         -  LK0166
 LK0166  STATE/COUNTY-  CO/LOGAN
 LK0166  USGS QUAD   -  HAXTUN EAST (1980)
 LK0166
 LK0166                         *CURRENT SURVEY CONTROL
 LK0166  ___________________________________________________________________
 LK0166* NAD 83(1986)-  40 37 57.     (N)    102 35 20.     (W)     SCALED    
 LK0166* NAVD 88     -      1220.757  (meters)    4005.10   (feet)  ADJUSTED  
 LK0166  ___________________________________________________________________
 LK0166  GEOID HEIGHT-         -20.46  (meters)                     GEOID03
 LK0166  DYNAMIC HT  -        1219.869 (meters)    4002.19  (feet)  COMP
 LK0166  MODELED GRAV-     979,855.0   (mgal)                       NAVD 88
 LK0166
 LK0166  VERT ORDER  -  SECOND    CLASS 0
 LK0166
 LK0166.The horizontal coordinates were scaled from a topographic map and have
 LK0166.an estimated accuracy of +/- 6 seconds.
 LK0166
 LK0166.The orthometric height was determined by differential leveling
 LK0166.and adjusted by the National Geodetic Survey in June 1991..
 LK0166
 LK0166.The geoid height was determined by GEOID03.
 LK0166
 LK0166.The dynamic height is computed by dividing the NAVD 88
 LK0166.geopotential number by the normal gravity value computed on the
 LK0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0166.degrees latitude (g = 980.6199 gals.).
 LK0166
 LK0166.The modeled gravity was interpolated from observed gravity values.
 LK0166
 LK0166;                    North         East    Units  Estimated Accuracy
 LK0166;SPC CO N     -   453,090.    1,160,640.      MT  (+/- 180 meters Scaled)
 LK0166
 LK0166                          SUPERSEDED SURVEY CONTROL
 LK0166
 LK0166  NGVD 29 (??/??/92) 1220.242  (m)         4003.41   (f) ADJ UNCH    2 0
 LK0166
 LK0166.Superseded values are not recommended for survey control.
 LK0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0166.See file dsdata.txt to determine how the superseded data were derived.
 LK0166
 LK0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF039007(NAD 83)
 LK0166_MARKER: DD = SURVEY DISK
 LK0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0166_STAMPING: J 103 1935
 LK0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0166+STABILITY: SURFACE MOTION
 LK0166
 LK0166  HISTORY     - Date     Condition        Report By
 LK0166  HISTORY     - 1935     MONUMENTED       CGS
 LK0166  HISTORY     - 1960     GOOD             USGS
 LK0166
 LK0166                          STATION DESCRIPTION
 LK0166
 LK0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LK0166'2.2 MI E FROM HAXTUN.
 LK0166'2.2 MI. E. OF HAXTUN 0.3 MI. W. OF M. P. 195, 35 FEET W. OF THE
 LK0166'CENTER LINE OF A N. AND S. ROAD CROSSING THE TRACK, 50 FEET N.
 LK0166'OF THE CENTER LINE OF U.S. HWY. 6, 70 FEET S. OF THE CENTER LINE OF
 LK0166'TRACK, AND 30 FEET S. OF A TELEPHONE LINE.
 LK0166
 LK0166                          STATION RECOVERY (1960)
 LK0166
 LK0166'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LK0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0717 ***********************************************************************
 LL0717  DESIGNATION -  J 105
 LL0717  PID         -  LL0717
 LL0717  STATE/COUNTY-  CO/LARIMER
 LL0717  USGS QUAD   -  LOVELAND (1984)
 LL0717
 LL0717                         *CURRENT SURVEY CONTROL
 LL0717  ___________________________________________________________________
 LL0717* NAD 83(1986)-  40 26 17.     (N)    105 04 39.     (W)     SCALED    
 LL0717* NAVD 88     -      1537.630  (meters)    5044.71   (feet)  ADJUSTED  
 LL0717  ___________________________________________________________________
 LL0717  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 LL0717  DYNAMIC HT  -        1536.308 (meters)    5040.37  (feet)  COMP
 LL0717  MODELED GRAV-     979,711.0   (mgal)                       NAVD 88
 LL0717
 LL0717  VERT ORDER  -  SECOND    CLASS 0
 LL0717
 LL0717.The horizontal coordinates were scaled from a topographic map and have
 LL0717.an estimated accuracy of +/- 6 seconds.
 LL0717
 LL0717.The orthometric height was determined by differential leveling
 LL0717.and adjusted by the National Geodetic Survey in June 1991..
 LL0717
 LL0717.The geoid height was determined by GEOID03.
 LL0717
 LL0717.The dynamic height is computed by dividing the NAVD 88
 LL0717.geopotential number by the normal gravity value computed on the
 LL0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0717.degrees latitude (g = 980.6199 gals.).
 LL0717
 LL0717.The modeled gravity was interpolated from observed gravity values.
 LL0717
 LL0717;                    North         East    Units  Estimated Accuracy
 LL0717;SPC CO N     -   427,550.      950,250.      MT  (+/- 180 meters Scaled)
 LL0717
 LL0717                          SUPERSEDED SURVEY CONTROL
 LL0717
 LL0717  NGVD 29 (??/??/92) 1536.637  (m)         5041.45   (f) ADJ UNCH    2 0
 LL0717
 LL0717.Superseded values are not recommended for survey control.
 LL0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0717.See file dsdata.txt to determine how the superseded data were derived.
 LL0717
 LL0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE934763(NAD 83)
 LL0717_MARKER: DB = BENCH MARK DISK
 LL0717_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0717_SP_SET: IRRIGATION SIPHON
 LL0717_STAMPING: J 105 1935
 LL0717_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0717
 LL0717  HISTORY     - Date     Condition        Report By
 LL0717  HISTORY     - 1935     MONUMENTED       CGS
 LL0717  HISTORY     - 1952     GOOD             NGS
 LL0717  HISTORY     - 1974     MARK NOT FOUND   NGS
 LL0717
 LL0717                          STATION DESCRIPTION
 LL0717
 LL0717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 LL0717'2.2 MI N FROM LOVELAND.
 LL0717'2.2 MILES NORTH ALONG U.S. HIGHWAYS 87 AND 287 FROM THE LINCOLN
 LL0717'GRADE SCHOOL AT LOVELAND, 50 FEET NORTHWEST OF THE CENTER OF THE
 LL0717'ENTRANCE TO A FARMHOUSE, 100 FEET WEST OF THE SOUTHWEST CORNER OF
 LL0717'AN OLD BARN, 20 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET
 LL0717'IN THE TOP OF THE SOUTHEAST CORNER OF THE WEST CONCRETE
 LL0717'HEADWALL OF AN IRRIGATION SIPHON.
 LL0717
 LL0717                          STATION RECOVERY (1974)
 LL0717
 LL0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LL0717'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0718 ***********************************************************************
 LL0718  DESIGNATION -  J 105 RESET
 LL0718  PID         -  LL0718
 LL0718  STATE/COUNTY-  CO/LARIMER
 LL0718  USGS QUAD   -  LOVELAND (1984)
 LL0718
 LL0718                         *CURRENT SURVEY CONTROL
 LL0718  ___________________________________________________________________
 LL0718* NAD 83(1986)-  40 26 17.     (N)    105 04 39.     (W)     SCALED    
 LL0718* NAVD 88     -      1537.07   (meters)    5042.9    (feet)  RESET     
 LL0718  ___________________________________________________________________
 LL0718  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 LL0718
 LL0718  VERT ORDER  -  THIRD
 LL0718
 LL0718.The horizontal coordinates were scaled from a topographic map and have
 LL0718.an estimated accuracy of +/- 6 seconds.
 LL0718
 LL0718.The orthometric height was computed from unverified reset data.
 LL0718.No vertical observational check was made to the station.
 LL0718
 LL0718.The geoid height was determined by GEOID03.
 LL0718
 LL0718;                    North         East    Units  Estimated Accuracy
 LL0718;SPC CO N     -   427,550.      950,250.      MT  (+/- 180 meters Scaled)
 LL0718
 LL0718                          SUPERSEDED SURVEY CONTROL
 LL0718
 LL0718  NGVD 29 (??/??/??) 1536.07   (m)         5039.6    (f) RESET       3  
 LL0718
 LL0718.Superseded values are not recommended for survey control.
 LL0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0718.See file dsdata.txt to determine how the superseded data were derived.
 LL0718
 LL0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE934763(NAD 83)
 LL0718_MARKER: DB = BENCH MARK DISK
 LL0718_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0718_SP_SET: IRRIGATION SIPHON
 LL0718_STAMPING: J 105 RESET 1958
 LL0718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0718
 LL0718  HISTORY     - Date     Condition        Report By
 LL0718  HISTORY     - 1958     MONUMENTED       CODH
 LL0718  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0718
 LL0718                          STATION DESCRIPTION
 LL0718
 LL0718'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1958
 LL0718'2.2 MI N FROM LOVELAND.
 LL0718'20 FEET WEST OF THE ORIGINAL MARK WHICH IS DESCRIBED AS FOLLOWS--
 LL0718'2.2 MILES NORTH ALONG U.S. HIGHWAYS 87 AND 287 FROM THE LINCOLN
 LL0718'GRADE SCHOOL AT LOVELAND, 50 FEET NORTHWEST OF THE CENTER OF THE
 LL0718'ENTRANCE TO A FARMHOUSE, 100 FEET WEST OF THE SOUTHWEST CORNER OF
 LL0718'AN OLD BARN, 20 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, SET IN
 LL0718'THE TOP OF THE SOUTHEAST CORNER OF THE WEST CONCRETE HEADWALL OF
 LL0718'AN IRRIGATION SIPHON.  NOTE.-- IT WAS REPORTED THAT THE ORIGINAL
 LL0718'OLD CAP WAS LOST DURING CONSTRUCTION OF A NEW HIGHWAY.
 LL0718
 LL0718                          STATION RECOVERY (1984)
 LL0718
 LL0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0718'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0719 ***********************************************************************
 LL0719  DESIGNATION -  J 105 RESET
 LL0719  PID         -  LL0719
 LL0719  STATE/COUNTY-  CO/LARIMER
 LL0719  USGS QUAD   -  LOVELAND (1984)
 LL0719
 LL0719                         *CURRENT SURVEY CONTROL
 LL0719  ___________________________________________________________________
 LL0719* NAD 83(1986)-  40 26 17.     (N)    105 04 39.     (W)     SCALED    
 LL0719* NAVD 88     -      1537.63   (+/-2cm)    5044.7    (feet)  VERTCON   
 LL0719  ___________________________________________________________________
 LL0719  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 LL0719
 LL0719  VERT ORDER  -  THIRD (See Below)
 LL0719
 LL0719.The horizontal coordinates were scaled from a topographic map and have
 LL0719.an estimated accuracy of +/- 6 seconds.
 LL0719
 LL0719.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL0719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL0719.The vertical order pertains to the NGVD 29 superseded value.
 LL0719
 LL0719.The geoid height was determined by GEOID03.
 LL0719
 LL0719;                    North         East    Units  Estimated Accuracy
 LL0719;SPC CO N     -   427,550.      950,250.      MT  (+/- 180 meters Scaled)
 LL0719
 LL0719                          SUPERSEDED SURVEY CONTROL
 LL0719
 LL0719  NGVD 29 (03/28/06) 1536.71   (m)         5041.7    (f) RESET       3  
 LL0719
 LL0719.Superseded values are not recommended for survey control.
 LL0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0719.See file dsdata.txt to determine how the superseded data were derived.
 LL0719
 LL0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE934763(NAD 83)
 LL0719_MARKER: DB = BENCH MARK DISK
 LL0719_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0719_SP_SET: IRRIGATION SIPHON
 LL0719_STAMPING: J 105 RESET 1965
 LL0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0719
 LL0719  HISTORY     - Date     Condition        Report By
 LL0719  HISTORY     - 1965     MONUMENTED       CODH
 LL0719  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0719
 LL0719                          STATION DESCRIPTION
 LL0719
 LL0719'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1965
 LL0719'2.2 MI N FROM LOVELAND.
 LL0719'ABOUT 2.2 MILES NORTH ALONG U.S. HIGHWAYS 87 AND 287 FROM 14TH
 LL0719'STREET IN LOVELAND (HIGHWAY 34), NORTH OF NORTH LINE OF 45TH STREET
 LL0719'IN RIDGEVIEW ACRES SUBDIVISION ON WEST SIDE OF HIGHWAY 287, SET
 LL0719'IN THE TOP OF THE SOUTHEAST CORNER OF THE WEST CONCRETE HEADWALL
 LL0719'OF AN INVERTED IRRIGATION SIPHON.
 LL0719
 LL0719                          STATION RECOVERY (1984)
 LL0719
 LL0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0719'THIS AREA IS NOW A SUBDIVISION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0029 ***********************************************************************
 JM0029  DESIGNATION -  J 11
 JM0029  PID         -  JM0029
 JM0029  STATE/COUNTY-  CO/MESA
 JM0029  USGS QUAD   -  WHITEWATER (1969)
 JM0029
 JM0029                         *CURRENT SURVEY CONTROL
 JM0029  ___________________________________________________________________
 JM0029* NAD 83(1986)-  38 58 02.     (N)    108 27 22.     (W)     SCALED    
 JM0029* NAVD 88     -      1420.443  (meters)    4660.24   (feet)  POSTED    
 JM0029  ___________________________________________________________________
 JM0029  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 JM0029  DYNAMIC HT  -        1419.070 (meters)    4655.73  (feet)  COMP
 JM0029  MODELED GRAV-     979,611.4   (mgal)                       NAVD 88
 JM0029
 JM0029  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JM0029
 JM0029.The horizontal coordinates were scaled from a topographic map and have
 JM0029.an estimated accuracy of +/- 6 seconds.
 JM0029
 JM0029.The orthometric height was determined by differential leveling
 JM0029.and adjusted by the National Geodetic Survey in 1992..
 JM0029.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JM0029.rate of 0.0 thru 1.0 mm/km.
 JM0029
 JM0029.The geoid height was determined by GEOID03.
 JM0029
 JM0029.The dynamic height is computed by dividing the NAVD 88
 JM0029.geopotential number by the normal gravity value computed on the
 JM0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0029.degrees latitude (g = 980.6199 gals.).
 JM0029
 JM0029.The modeled gravity was interpolated from observed gravity values.
 JM0029
 JM0029;                    North         East    Units  Estimated Accuracy
 JM0029;SPC CO C     -   434,840.      658,270.      MT  (+/- 180 meters Scaled)
 JM0029
 JM0029                          SUPERSEDED SURVEY CONTROL
 JM0029
 JM0029  NGVD 29 (??/??/92) 1419.411  (m)         4656.85   (f) ADJ UNCH    1 2
 JM0029
 JM0029.Superseded values are not recommended for survey control.
 JM0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0029.See file dsdata.txt to determine how the superseded data were derived.
 JM0029
 JM0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ203162(NAD 83)
 JM0029_MARKER: DB = BENCH MARK DISK
 JM0029_SETTING: 66 = SET IN ROCK OUTCROP
 JM0029_SP_SET: SANDSTONE OUTCROP
 JM0029_STAMPING: 4656.851 J 11 1926
 JM0029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0029+STABILITY: POSITION/ELEVATION WELL
 JM0029
 JM0029  HISTORY     - Date     Condition        Report By
 JM0029  HISTORY     - 1926     MONUMENTED       CGS
 JM0029
 JM0029                          STATION DESCRIPTION
 JM0029
 JM0029'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 JM0029'1.6 MI SE FROM WHITEWATER.
 JM0029'1.6 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JM0029'FROM THE STATION AT WHITEWATER, MESA COUNTY, 1,170 FEET NORTH OF
 JM0029'MILEPOST D-410, 20 FEET EAST OF THE TRACK, 1-1/2 FEET HIGHER THAN THE
 JM0029'TRACK, AND IN A SANDSTONE OUTCROP PROJECTING ABOUT 2-1/2 FEET ABOVE
 JM0029'GROUND.  A STANDARD DISK, STAMPED 4656.851 J 11 1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0281 ***********************************************************************
 JK0281  DESIGNATION -  J 110
 JK0281  PID         -  JK0281
 JK0281  STATE/COUNTY-  CO/EL PASO
 JK0281  USGS QUAD   -  CHEYENNE MOUNTAIN (1994)
 JK0281
 JK0281                         *CURRENT SURVEY CONTROL
 JK0281  ___________________________________________________________________
 JK0281* NAD 83(1992)-  38 43 13.98574(N)    104 49 08.10336(W)     ADJUSTED  
 JK0281* NAVD 88     -      1856.298  (meters)    6090.20   (feet)  ADJUSTED  
 JK0281  ___________________________________________________________________
 JK0281  X           -  -1,274,790.494 (meters)                     COMP
 JK0281  Y           -  -4,818,446.040 (meters)                     COMP
 JK0281  Z           -   3,969,311.072 (meters)                     COMP
 JK0281  LAPLACE CORR-         -19.64  (seconds)                    DEFLEC99
 JK0281  ELLIP HEIGHT-        1839.20  (meters)          (12/03/02) GPS OBS
 JK0281  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 JK0281  DYNAMIC HT  -        1854.275 (meters)    6083.57  (feet)  COMP
 JK0281  MODELED GRAV-     979,472.3   (mgal)                       NAVD 88
 JK0281
 JK0281  HORZ ORDER  -  FIRST
 JK0281  VERT ORDER  -  SECOND    CLASS 0
 JK0281  ELLP ORDER  -  FOURTH    CLASS II
 JK0281
 JK0281.The horizontal coordinates were established by GPS observations
 JK0281.and adjusted by the National Geodetic Survey in December 2002..
 JK0281
 JK0281.The orthometric height was determined by differential leveling
 JK0281.and adjusted by the National Geodetic Survey in June 1991..
 JK0281
 JK0281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK0281
 JK0281.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0281
 JK0281.The ellipsoidal height was determined by GPS observations
 JK0281.and is referenced to NAD 83.
 JK0281
 JK0281.The geoid height was determined by GEOID03.
 JK0281
 JK0281.The dynamic height is computed by dividing the NAVD 88
 JK0281.geopotential number by the normal gravity value computed on the
 JK0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0281.degrees latitude (g = 980.6199 gals.).
 JK0281
 JK0281.The modeled gravity was interpolated from observed gravity values.
 JK0281
 JK0281;                    North         East     Units Scale Factor Converg.
 JK0281;SPC CO C     -   403,510.153   973,629.868   MT  0.99995783   +0 25 46.4
 JK0281;SPC CO C     - 1,323,849.56  3,194,317.33   sFT  0.99995783   +0 25 46.4
 JK0281;UTM  13      - 4,285,782.198   515,741.740   MT  0.99960305   +0 06 47.8
 JK0281
 JK0281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0281!SPC CO C     -   0.99971151  x   0.99995783  =   0.99966935
 JK0281!UTM  13      -   0.99971151  x   0.99960305  =   0.99931467
 JK0281
 JK0281                          SUPERSEDED SURVEY CONTROL
 JK0281
 JK0281  NAD 83(1992)-  38 43 13.98673(N)    104 49 08.09795(W) AD(       ) 1
 JK0281  ELLIP H (01/07/93) 1839.17   (m)                       GP(       ) 4 2
 JK0281  NAD 83(1986)-  38 43 13.97187(N)    104 49 08.08518(W) AD(       ) 1
 JK0281  NGVD 29 (??/??/92) 1855.250  (m)         6086.77   (f) ADJ UNCH    2 0
 JK0281
 JK0281.Superseded values are not recommended for survey control.
 JK0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0281.See file dsdata.txt to determine how the superseded data were derived.
 JK0281
 JK0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC1574285782(NAD 83)
 JK0281_MARKER: DB = BENCH MARK DISK
 JK0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0281_STAMPING: J 110 1935
 JK0281_MARK LOGO: CGS   
 JK0281_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0281+STABILITY: SURFACE MOTION
 JK0281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0281+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1997
 JK0281
 JK0281  HISTORY     - Date     Condition        Report By
 JK0281  HISTORY     - 1935     MONUMENTED       CGS
 JK0281  HISTORY     - 1975     GOOD             NGS
 JK0281  HISTORY     - 1984     GOOD             NGS
 JK0281  HISTORY     - 19860618 GOOD
 JK0281  HISTORY     - 19970818 GOOD             CODOT
 JK0281
 JK0281                          STATION DESCRIPTION
 JK0281
 JK0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 JK0281'8.2 MI S FROM COLORADO SPRINGS.
 JK0281'8.2 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 JK0281'COLORADO SPRINGS, THENCE 5.7 MILES SOUTH ALONG STATE HIGHWAY 115
 JK0281'TO T ROAD WEST AND BENCH MARK ON RIGHT 30 FT WEST OF WEST R/W FENCE
 JK0281'AND 20 FT SOUTH OF T ROAD WEST BY A LARGE BUSH.  A STANDARD DISK,
 JK0281'STAMPED J110 1935 IN CONCRETE MONUMENT 0.5 ABOVE FT. GROUND.
 JK0281
 JK0281                          STATION RECOVERY (1984)
 JK0281
 JK0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0281'ABOUT 4.0 KM (2.5 MI) SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST
 JK0281'OFFICE AT COLORADO SPRINGS, THENCE 9.2 KM (5.7 MI) SOUTH ALONG STATE
 JK0281'HIGHWAY 115, AT THE TOP OF A SMALL KNOLL, AT THE INTERSECTION OF PINE
 JK0281'OAKS RD AND STATE HIGHWAY 115 AND 0.1 KM (0.05 MI) NORTH OF MILITARY
 JK0281'INTERSECTION E AND ENTRANCE INTO EORT CARSON, 25.9 M (85 FT) WEST OF
 JK0281'THE CENTERLINE OF THE HIGHWAY 7.6 M (25 FT) SOUTH OF THE CENTER OF
 JK0281'THE ROAD, 5.0 M (16.5 FT) WEST OF THE WESTERN RIGHT-OF-WAY FENCE, 1.7
 JK0281'M (5.5 FT) SOUTH OF A FENCE.
 JK0281
 JK0281                          STATION RECOVERY (1986)
 JK0281
 JK0281'RECOVERED 1986
 JK0281'RECOVERED IN GOOD CONDITION.
 JK0281
 JK0281                          STATION RECOVERY (1997)
 JK0281
 JK0281'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (PGG)
 JK0281'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0010 ***********************************************************************
 JJ0010  DESIGNATION -  J 12 RESET
 JJ0010  PID         -  JJ0010
 JJ0010  STATE/COUNTY-  CO/CHEYENNE
 JJ0010  USGS QUAD   -  CHEYENNE WELLS NE (1982)
 JJ0010
 JJ0010                         *CURRENT SURVEY CONTROL
 JJ0010  ___________________________________________________________________
 JJ0010* NAD 83(1986)-  38 54 47.     (N)    102 21 08.     (W)     SCALED    
 JJ0010* NAVD 88     -      1301.465  (meters)    4269.89   (feet)  ADJUSTED  
 JJ0010  ___________________________________________________________________
 JJ0010  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 JJ0010  DYNAMIC HT  -        1300.272 (meters)    4265.98  (feet)  COMP
 JJ0010  MODELED GRAV-     979,666.4   (mgal)                       NAVD 88
 JJ0010
 JJ0010  VERT ORDER  -  FIRST     CLASS II
 JJ0010
 JJ0010.The horizontal coordinates were scaled from a topographic map and have
 JJ0010.an estimated accuracy of +/- 6 seconds.
 JJ0010
 JJ0010.The orthometric height was determined by differential leveling
 JJ0010.and adjusted by the National Geodetic Survey in June 1991..
 JJ0010
 JJ0010.The geoid height was determined by GEOID03.
 JJ0010
 JJ0010.The dynamic height is computed by dividing the NAVD 88
 JJ0010.geopotential number by the normal gravity value computed on the
 JJ0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0010.degrees latitude (g = 980.6199 gals.).
 JJ0010
 JJ0010.The modeled gravity was interpolated from observed gravity values.
 JJ0010
 JJ0010;                    North         East    Units  Estimated Accuracy
 JJ0010;SPC CO C     -   429,390.    1,187,350.      MT  (+/- 180 meters Scaled)
 JJ0010
 JJ0010                          SUPERSEDED SURVEY CONTROL
 JJ0010
 JJ0010  NGVD 29 (??/??/92) 1300.935  (m)         4268.15   (f) ADJ UNCH    1 2
 JJ0010
 JJ0010.Superseded values are not recommended for survey control.
 JJ0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0010.See file dsdata.txt to determine how the superseded data were derived.
 JJ0010
 JJ0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD295104(NAD 83)
 JJ0010_MARKER: DB = BENCH MARK DISK
 JJ0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0010_STAMPING: 4267.275 J 12 1926 RESET
 JJ0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0010+STABILITY: SURFACE MOTION
 JJ0010
 JJ0010  HISTORY     - Date     Condition        Report By
 JJ0010  HISTORY     - 1939     MONUMENTED       CO-017
 JJ0010  HISTORY     - 1941     GOOD             NGS
 JJ0010
 JJ0010                          STATION DESCRIPTION
 JJ0010
 JJ0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0010'6.4 MI N FROM CHEYENNE WELLS.
 JJ0010'6.4 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE COUNTY COURTHOUSE
 JJ0010'AT CHEYENNE WELLS, AT THE NORTHEAST CORNER OF SECTION 20, T 13 S,
 JJ0010'R 44, 154 FEET SOUTHEAST OF THE ENTRANCE TO A STUCCO SCHOOLHOUSE,
 JJ0010'49 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF A SECTION-LINE
 JJ0010'ROAD, 38 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 30 FEET SOUTH
 JJ0010'OF THE CENTERLINE OF THE ROAD, 9 FEET NORTH OF A POLE, 3.5 FEET
 JJ0010'SOUTH OF A FENCE CORNER, 1.2 FEET EAST OF THE FENCE, 3 FEET NORTH
 JJ0010'OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A
 JJ0010'STANDARD DISK, STAMPED 4267.275 J 12 1926 RESET AND SET IN THE
 JJ0010'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0321 ***********************************************************************
 LM0321  DESIGNATION -  J 132
 LM0321  PID         -  LM0321
 LM0321  STATE/COUNTY-  CO/ROUTT
 LM0321  USGS QUAD   -  CLARK (1962)
 LM0321
 LM0321                         *CURRENT SURVEY CONTROL
 LM0321  ___________________________________________________________________
 LM0321* NAD 83(1992)-  40 41 18.10570(N)    106 55 54.10247(W)     ADJUSTED  
 LM0321* NAVD 88     -      2189.033  (meters)    7181.85   (feet)  ADJUSTED  
 LM0321  ___________________________________________________________________
 LM0321  LAPLACE CORR-           8.54  (seconds)                    DEFLEC99
 LM0321  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 LM0321  DYNAMIC HT  -        2186.856 (meters)    7174.71  (feet)  COMP
 LM0321  MODELED GRAV-     979,551.9   (mgal)                       NAVD 88
 LM0321
 LM0321  HORZ ORDER  -  SECOND
 LM0321  VERT ORDER  -  SECOND    CLASS 0
 LM0321
 LM0321.The horizontal coordinates were established by classical geodetic methods
 LM0321.and adjusted by the National Geodetic Survey in January 1993..
 LM0321
 LM0321.The orthometric height was determined by differential leveling
 LM0321.and adjusted by the National Geodetic Survey in June 1991..
 LM0321
 LM0321.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0321
 LM0321.The geoid height was determined by GEOID03.
 LM0321
 LM0321.The dynamic height is computed by dividing the NAVD 88
 LM0321.geopotential number by the normal gravity value computed on the
 LM0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0321.degrees latitude (g = 980.6199 gals.).
 LM0321
 LM0321.The modeled gravity was interpolated from observed gravity values.
 LM0321
 LM0321;                    North         East     Units Scale Factor Converg.
 LM0321;SPC CO N     -   456,231.329   793,387.289   MT  0.99998597   -0 55 30.2
 LM0321;SPC CO N     - 1,496,818.95  2,602,971.46   sFT  0.99998597   -0 55 30.2
 LM0321;UTM  13      - 4,505,957.519   336,774.011   MT  0.99992794   -1 15 34.7
 LM0321
 LM0321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0321!SPC CO N     -   0.99965867  x   0.99998597  =   0.99964465
 LM0321!UTM  13      -   0.99965867  x   0.99992794  =   0.99958663
 LM0321
 LM0321                          SUPERSEDED SURVEY CONTROL
 LM0321
 LM0321  NAD 83(1986)-  40 41 18.10467(N)    106 55 54.09731(W) AD(       ) 2
 LM0321  NAD 27      -  40 41 18.20000(N)    106 55 51.90900(W) AD(       ) 2
 LM0321  NGVD 29 (??/??/92) 2187.724  (m)         7177.56   (f) ADJ UNCH    2 0
 LM0321
 LM0321.Superseded values are not recommended for survey control.
 LM0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0321.See file dsdata.txt to determine how the superseded data were derived.
 LM0321
 LM0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF3677405958(NAD 83)
 LM0321_MARKER: DB = BENCH MARK DISK
 LM0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0321_STAMPING: J 132 1934
 LM0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0321+STABILITY: SURFACE MOTION
 LM0321
 LM0321  HISTORY     - Date     Condition        Report By
 LM0321  HISTORY     - 1934     MONUMENTED       CGS
 LM0321  HISTORY     - 1949     GOOD             CGS
 LM0321
 LM0321                          STATION DESCRIPTION
 LM0321
 LM0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LM0321'2.1 MI S FROM CLARK.
 LM0321'2.1 MILES SOUTH ALONG STATE HIGHWAY 129 FROM CLARK, ROUTT COUNTY, AT
 LM0321'THE FOOT OF A PROMINENT HILL EAST OF THE HIGHWAY, AT THE EXACT TOP OF
 LM0321'A SUMMIT, ON THE OUTSIDE OF A CURVE, 65 FEET NORTHWEST OF THE CENTER
 LM0321'OF THE JUNCTION OF A TRAIL, AND 35 FEET WEST OF THE CENTERLINE OF THE
 LM0321'HIGHWAY.  A STANDARD DISK, STAMPED J 132 1934 AND SET IN THE TOP OF A
 LM0321'CONCRETE POST.
 LM0321
 LM0321                          STATION RECOVERY (1949)
 LM0321
 LM0321'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949
 LM0321'MARK IS A U.S. COAST AND GEODETIC SURVEY BENCH
 LM0321'MARK SET IN A 4 X 4-INCH CONCRETE POST APPROXIMATELY 1 FOOT
 LM0321'HIGHER THAN THE STATION MARK, PROJECTS 3 INCHES AND STAMPED,
 LM0321'J 132 1934.
 LM0321'
 LM0321'TO REACH THE STATION FROM THE CLARK POST OFFICE, GO SOUTH ON
 LM0321'STATE HIGHWAY 129 FOR 1.4 MILES TO A SLIGHT CURVE IN THE
 LM0321'HIGHWAY AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0146 ***********************************************************************
 LM0146  DESIGNATION -  J 133 RESET
 LM0146  PID         -  LM0146
 LM0146  STATE/COUNTY-  CO/GRAND
 LM0146  USGS QUAD   -  RADIAL MOUNTAIN (1956)
 LM0146
 LM0146                         *CURRENT SURVEY CONTROL
 LM0146  ___________________________________________________________________
 LM0146* NAD 83(1986)-  40 19 22.     (N)    106 04 11.     (W)     SCALED    
 LM0146* NAVD 88     -      2733.291  (meters)    8967.47   (feet)  ADJUSTED  
 LM0146  ___________________________________________________________________
 LM0146  GEOID HEIGHT-         -12.00  (meters)                     GEOID03
 LM0146  DYNAMIC HT  -        2730.192 (meters)    8957.30  (feet)  COMP
 LM0146  MODELED GRAV-     979,392.3   (mgal)                       NAVD 88
 LM0146
 LM0146  VERT ORDER  -  FIRST     CLASS II
 LM0146
 LM0146.The horizontal coordinates were scaled from a topographic map and have
 LM0146.an estimated accuracy of +/- 6 seconds.
 LM0146
 LM0146.The orthometric height was determined by differential leveling
 LM0146.and adjusted by the National Geodetic Survey in June 1991..
 LM0146
 LM0146.The geoid height was determined by GEOID03.
 LM0146
 LM0146.The dynamic height is computed by dividing the NAVD 88
 LM0146.geopotential number by the normal gravity value computed on the
 LM0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0146.degrees latitude (g = 980.6199 gals.).
 LM0146
 LM0146.The modeled gravity was interpolated from observed gravity values.
 LM0146
 LM0146;                    North         East    Units  Estimated Accuracy
 LM0146;SPC CO N     -   414,820.      865,980.      MT  (+/- 180 meters Scaled)
 LM0146
 LM0146                          SUPERSEDED SURVEY CONTROL
 LM0146
 LM0146  NGVD 29 (??/??/92) 2731.789  (m)         8962.54   (f) ADJ UNCH    1 2
 LM0146
 LM0146.Superseded values are not recommended for survey control.
 LM0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0146.See file dsdata.txt to determine how the superseded data were derived.
 LM0146
 LM0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE091641(NAD 83)
 LM0146_MARKER: DB = BENCH MARK DISK
 LM0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0146_STAMPING: J 133 1934 RESET 1954
 LM0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0146+STABILITY: SURFACE MOTION
 LM0146
 LM0146  HISTORY     - Date     Condition        Report By
 LM0146  HISTORY     - 1954     MONUMENTED       CGS
 LM0146
 LM0146                          STATION DESCRIPTION
 LM0146
 LM0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LM0146'13.65 MI S FROM RAND.
 LM0146'13.65 MILES SOUTH ALONG STATE HIGHWAY 125 FROM THE POST OFFICE AT
 LM0146'RAND, 46 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 10.7 FEET
 LM0146'SOUTHEAST OF HIGHWAY MARKER 180, 67 FEET WEST OF THE NORTHWEST END OF
 LM0146'THE SOUTHWEST STONE HEADWALL OF A PIPE CULVERT, 1.7 FEET NORTHEAST OF
 LM0146'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8
 LM0146'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0896 ***********************************************************************
 LL0896  DESIGNATION -  J 134
 LL0896  PID         -  LL0896
 LL0896  STATE/COUNTY-  CO/JACKSON
 LL0896  USGS QUAD   -  CLARK PEAK (1977)
 LL0896
 LL0896                         *CURRENT SURVEY CONTROL
 LL0896  ___________________________________________________________________
 LL0896* NAD 83(1986)-  40 30 19.     (N)    105 54 48.     (W)     SCALED    
 LL0896* NAVD 88     -      2953.769  (meters)    9690.82   (feet)  ADJUSTED  
 LL0896  ___________________________________________________________________
 LL0896  GEOID HEIGHT-         -11.40  (meters)                     GEOID03
 LL0896  DYNAMIC HT  -        2950.374 (meters)    9679.69  (feet)  COMP
 LL0896  MODELED GRAV-     979,367.5   (mgal)                       NAVD 88
 LL0896
 LL0896  VERT ORDER  -  SECOND    CLASS 0
 LL0896
 LL0896.The horizontal coordinates were scaled from a topographic map and have
 LL0896.an estimated accuracy of +/- 6 seconds.
 LL0896
 LL0896.The orthometric height was determined by differential leveling
 LL0896.and adjusted by the National Geodetic Survey in June 1991..
 LL0896
 LL0896.The geoid height was determined by GEOID03.
 LL0896
 LL0896.The dynamic height is computed by dividing the NAVD 88
 LL0896.geopotential number by the normal gravity value computed on the
 LL0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0896.degrees latitude (g = 980.6199 gals.).
 LL0896
 LL0896.The modeled gravity was interpolated from observed gravity values.
 LL0896
 LL0896;                    North         East    Units  Estimated Accuracy
 LL0896;SPC CO N     -   435,010.      879,370.      MT  (+/- 180 meters Scaled)
 LL0896
 LL0896                          SUPERSEDED SURVEY CONTROL
 LL0896
 LL0896  NGVD 29 (??/??/92) 2952.198  (m)         9685.67   (f) ADJ UNCH    2 0
 LL0896
 LL0896.Superseded values are not recommended for survey control.
 LL0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0896.See file dsdata.txt to determine how the superseded data were derived.
 LL0896
 LL0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE226842(NAD 83)
 LL0896_MARKER: DB = BENCH MARK DISK
 LL0896_SETTING: 80 = SET IN A BOULDER
 LL0896_STAMPING: J 134 1934
 LL0896_MARK LOGO: CGS   
 LL0896_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0896+STABILITY: SURFACE MOTION
 LL0896_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LL0896+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1997
 LL0896
 LL0896  HISTORY     - Date     Condition        Report By
 LL0896  HISTORY     - 1934     MONUMENTED       CGS
 LL0896  HISTORY     - 19970405 GOOD             NGS
 LL0896
 LL0896                          STATION DESCRIPTION
 LL0896
 LL0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0896'10.3 MI S FROM CHAMBERS LAKE.
 LL0896'10.3 MILES SOUTH OF, ALONG HWY. 14 125 FEET EAST OF CONCRETE CULVERT
 LL0896'OVER CREEK, AT WEST END OF CUT ON INSIDE OF CURVE IN ROAD, 36 FEET
 LL0896'NORTHEAST OF CENTERLINE OF ROAD, ON THE WEST FACE OF LARGE GRANITE
 LL0896'BOULDER 10 X 10 X 6 FEET, IN THE TOP OF SMALL LEDGE IN BOULDER.
 LL0896'BRONZE TABLET SET VERTICALLY IN GRANITE BOULDER AND 3 FEET ABOVE LEVEL
 LL0896'OF HIGHWAY.
 LL0896
 LL0896                          STATION RECOVERY (1997)
 LL0896
 LL0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 LL0896'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION IS GIVEN
 LL0896'AS THE OLD HIGHWAY HAS BEEN CHANGED.  2.7 MI (4.3 KM) SOUTHWEST ALONG
 LL0896'STATE HIGHWAY 14 FROM THE JACKSON-LARIMER COUNTY LINE AND CAMERON
 LL0896'PASS.  ON THE RIGHT SIDE OF THE ROAD AND AT A POINT WHERE AN OLD
 LL0896'HIGHWAY CURVE HAS BEEN CUT OUT OF THE PAVED HIGHWAY.  IT IS 29.6 M
 LL0896'(97.1 FT) SOUTH FROM THE CENTERLINE OF STATE HIGHWAY 14, 24.4 M (80.1
 LL0896'FT) SOUTH FROM WHERE THE OLD HIGHWAY TAKES OFF FROM THE NEW HIGHWAY,
 LL0896'0.8 M (2.6 FT) SOUTH FROM A WITNESS POST, AT THE WEST END OF A CUT ON
 LL0896'THE INSIDE OF A CURVE ON THE OLD ROAD, ON THE WEST FACE OF A LARGE
 LL0896'GRANITE BOULDER 10 FT (3.0 M) BY 10 FT (3.0 M) BY 6 FT, (1.8 M) IN THE
 LL0896'TOP OF A SMALL LEDGE IN THE BOULDER AND ABOUT 1 M (3.3 FT) ABOVE THE
 LL0896'HIGHWAY.  IT IS ABOUT 100 FT (30.5 M) EAST FROM A CODH RIGHT-OF-WAY
 LL0896'MARKER STAMPED--507+09.3 EL 9677.10--.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0448 ***********************************************************************
 LL0448  DESIGNATION -  J 135
 LL0448  PID         -  LL0448
 LL0448  STATE/COUNTY-  CO/LARIMER
 LL0448  USGS QUAD   -  BIG NARROWS (1975)
 LL0448
 LL0448                         *CURRENT SURVEY CONTROL
 LL0448  ___________________________________________________________________
 LL0448* NAD 83(1986)-  40 40 30.     (N)    105 25 08.     (W)     SCALED    
 LL0448* NAVD 88     -      1907.987  (meters)    6259.79   (feet)  ADJUSTED  
 LL0448  ___________________________________________________________________
 LL0448  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 LL0448  DYNAMIC HT  -        1906.254 (meters)    6254.10  (feet)  COMP
 LL0448  MODELED GRAV-     979,648.3   (mgal)                       NAVD 88
 LL0448
 LL0448  VERT ORDER  -  SECOND    CLASS 0
 LL0448
 LL0448.The horizontal coordinates were scaled from a topographic map and have
 LL0448.an estimated accuracy of +/- 6 seconds.
 LL0448
 LL0448.The orthometric height was determined by differential leveling
 LL0448.and adjusted by the National Geodetic Survey in June 1991..
 LL0448
 LL0448.The geoid height was determined by GEOID03.
 LL0448
 LL0448.The dynamic height is computed by dividing the NAVD 88
 LL0448.geopotential number by the normal gravity value computed on the
 LL0448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0448.degrees latitude (g = 980.6199 gals.).
 LL0448
 LL0448.The modeled gravity was interpolated from observed gravity values.
 LL0448
 LL0448;                    North         East    Units  Estimated Accuracy
 LL0448;SPC CO N     -   453,770.      921,260.      MT  (+/- 180 meters Scaled)
 LL0448
 LL0448                          SUPERSEDED SURVEY CONTROL
 LL0448
 LL0448  NGVD 29 (??/??/92) 1906.906  (m)         6256.24   (f) ADJ UNCH    2 0
 LL0448
 LL0448.Superseded values are not recommended for survey control.
 LL0448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0448.See file dsdata.txt to determine how the superseded data were derived.
 LL0448
 LL0448_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF645027(NAD 83)
 LL0448_MARKER: DB = BENCH MARK DISK
 LL0448_SETTING: 66 = SET IN ROCK OUTCROP
 LL0448_SP_SET: CLIFF
 LL0448_STAMPING: J 135 1934
 LL0448_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL0448+STABILITY: POSITION/ELEVATION WELL
 LL0448
 LL0448  HISTORY     - Date     Condition        Report By
 LL0448  HISTORY     - 1934     MONUMENTED       CGS
 LL0448
 LL0448                          STATION DESCRIPTION
 LL0448
 LL0448'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0448'18.1 MI W FROM TEDS PLACE.
 LL0448'18.1 MILES W OF TEDS PLACE ALONG HWY- 14 FROM JCT. OF HWY. 285 AND
 LL0448'14, AT THE NORTHEAST END OF BIG NARROWS, 390 FEET NORTH OF ABRUPT
 LL0448'CURVE IN ROAD AROUND POINT OF CLIFF IN V FORMED BY WATERCOURSE
 LL0448'DOWN CLIFF, 50 FEET NORTHWEST OF CULVERT UNDER HIGHWAY, 21 FEET
 LL0448'NORTHEAST OF CENTERLINE OF HIGHWAY, IN THE SOUTHWEST FACE OF SOLID
 LL0448'ROCK CLIFF AND 5 FEET ABOVE LEVEL OF ROAD. BRONZE TABLET SET
 LL0448'VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0401 ***********************************************************************
 LL0401  DESIGNATION -  J 136
 LL0401  PID         -  LL0401
 LL0401  STATE/COUNTY-  CO/LARIMER
 LL0401  USGS QUAD   -  TIMNATH (1971)
 LL0401
 LL0401                         *CURRENT SURVEY CONTROL
 LL0401  ___________________________________________________________________
 LL0401* NAD 83(1986)-  40 31 58.     (N)    104 58 58.     (W)     SCALED    
 LL0401* NAVD 88     -      1487.838  (meters)    4881.35   (feet)  ADJUSTED  
 LL0401  ___________________________________________________________________
 LL0401  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 LL0401  DYNAMIC HT  -        1486.582 (meters)    4877.23  (feet)  COMP
 LL0401  MODELED GRAV-     979,729.1   (mgal)                       NAVD 88
 LL0401
 LL0401  VERT ORDER  -  SECOND    CLASS 0
 LL0401
 LL0401.The horizontal coordinates were scaled from a topographic map and have
 LL0401.an estimated accuracy of +/- 6 seconds.
 LL0401
 LL0401.The orthometric height was determined by differential leveling
 LL0401.and adjusted by the National Geodetic Survey in June 1991..
 LL0401
 LL0401.The geoid height was determined by GEOID03.
 LL0401
 LL0401.The dynamic height is computed by dividing the NAVD 88
 LL0401.geopotential number by the normal gravity value computed on the
 LL0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0401.degrees latitude (g = 980.6199 gals.).
 LL0401
 LL0401.The modeled gravity was interpolated from observed gravity values.
 LL0401
 LL0401;                    North         East    Units  Estimated Accuracy
 LL0401;SPC CO N     -   438,110.      958,220.      MT  (+/- 180 meters Scaled)
 LL0401
 LL0401                          SUPERSEDED SURVEY CONTROL
 LL0401
 LL0401  NGVD 29 (??/??/92) 1486.890  (m)         4878.24   (f) ADJ UNCH    2 0
 LL0401
 LL0401.Superseded values are not recommended for survey control.
 LL0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0401.See file dsdata.txt to determine how the superseded data were derived.
 LL0401
 LL0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE014868(NAD 83)
 LL0401_MARKER: DB = BENCH MARK DISK
 LL0401_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LL0401_SP_SET: BUILDING
 LL0401_STAMPING: J 136 1934
 LL0401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0401
 LL0401  HISTORY     - Date     Condition        Report By
 LL0401  HISTORY     - 1934     MONUMENTED       CGS
 LL0401  HISTORY     - 1974     GOOD             NGS
 LL0401
 LL0401                          STATION DESCRIPTION
 LL0401
 LL0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0401'IN TIMNATH.
 LL0401'IN THE NEW TIMNATH CONSOLIDATED SCHOOL, AT THE NORTH ENTRANCE
 LL0401'TO THE GYMNASIUM, IMMEDIATELY BELOW AND 4 FEET WEST OF CORNER
 LL0401'STONE, IN NORTH FACE OF BRICK WALL AND 4 FEET ABOVE SIDEWALK.
 LL0401'BRONZE TABLET SET VERTICALLY.
 LL0401
 LL0401                          STATION RECOVERY (1974)
 LL0401
 LL0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LL0401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0542 ***********************************************************************
 LL0542  DESIGNATION -  J 137 RESET
 LL0542  PID         -  LL0542
 LL0542  STATE/COUNTY-  CO/LARIMER
 LL0542  USGS QUAD   -  LIVERMORE MOUNTAIN (1960)
 LL0542
 LL0542                         *CURRENT SURVEY CONTROL
 LL0542  ___________________________________________________________________
 LL0542* NAD 83(1986)-  40 50 50.     (N)    105 15 15.     (W)     SCALED    
 LL0542* NAVD 88     -      1904.04   (meters)    6246.8    (feet)  RESET     
 LL0542  ___________________________________________________________________
 LL0542  GEOID HEIGHT-         -14.00  (meters)                     GEOID03
 LL0542
 LL0542  VERT ORDER  -  THIRD
 LL0542
 LL0542.The horizontal coordinates were scaled from a topographic map and have
 LL0542.an estimated accuracy of +/- 6 seconds.
 LL0542
 LL0542.The orthometric height was computed from unverified reset data.
 LL0542
 LL0542.The geoid height was determined by GEOID03.
 LL0542
 LL0542;                    North         East    Units  Estimated Accuracy
 LL0542;SPC CO N     -   472,920.      935,130.      MT  (+/- 180 meters Scaled)
 LL0542
 LL0542                          SUPERSEDED SURVEY CONTROL
 LL0542
 LL0542.No superseded survey control is available for this station.
 LL0542
 LL0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF785218(NAD 83)
 LL0542_MARKER: DB = BENCH MARK DISK
 LL0542_SETTING: 66 = SET IN ROCK OUTCROP
 LL0542_SP_SET: OUTCROP
 LL0542_STAMPING: J 137 RESET 1962
 LL0542_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL0542+STABILITY: POSITION/ELEVATION WELL
 LL0542
 LL0542  HISTORY     - Date     Condition        Report By
 LL0542  HISTORY     - 1962     MONUMENTED       CODH
 LL0542
 LL0542                          STATION DESCRIPTION
 LL0542
 LL0542'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1962
 LL0542'8.1 MI N FROM OWL CANYON.
 LL0542'8.1 MILES NORTH ALONG U.S. 287 FROM OWL CANYON, 1000 FEET
 LL0542'NORTHWEST OF A COMBINATION CONCRETE CATTLE PASS 8 X 8 BOX CULVERT,
 LL0542'52 FEET WEST OF THE WEST R.O.W. FENCE AND 110 FEET WEST OF THE
 LL0542'CENTERLINE OF THE NEW HIGHWAY, 241 FEET NORTHEAST OF A POWER
 LL0542'POLE, AND SET IN THE TOP OF THE EAST END OF A RED GRANITE ROCK
 LL0542'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0181 ***********************************************************************
 LM0181  DESIGNATION -  J 138
 LM0181  PID         -  LM0181
 LM0181  STATE/COUNTY-  CO/GRAND
 LM0181  USGS QUAD   -  KREMMLING (1981)
 LM0181
 LM0181                         *CURRENT SURVEY CONTROL
 LM0181  ___________________________________________________________________
 LM0181* NAD 83(1986)-  40 02 10.     (N)    106 26 26.     (W)     SCALED    
 LM0181* NAVD 88     -      2236.969  (meters)    7339.12   (feet)  ADJUSTED  
 LM0181  ___________________________________________________________________
 LM0181  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 LM0181  DYNAMIC HT  -        2234.599 (meters)    7331.35  (feet)  COMP
 LM0181  MODELED GRAV-     979,485.8   (mgal)                       NAVD 88
 LM0181
 LM0181  VERT ORDER  -  SECOND    CLASS 0
 LM0181
 LM0181.The horizontal coordinates were scaled from a topographic map and have
 LM0181.an estimated accuracy of +/- 6 seconds.
 LM0181
 LM0181.The orthometric height was determined by differential leveling
 LM0181.and adjusted by the National Geodetic Survey in June 1991..
 LM0181
 LM0181.The geoid height was determined by GEOID03.
 LM0181
 LM0181.The dynamic height is computed by dividing the NAVD 88
 LM0181.geopotential number by the normal gravity value computed on the
 LM0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0181.degrees latitude (g = 980.6199 gals.).
 LM0181
 LM0181.The modeled gravity was interpolated from observed gravity values.
 LM0181
 LM0181;                    North         East    Units  Estimated Accuracy
 LM0181;SPC CO N     -   383,260.      834,130.      MT  (+/- 180 meters Scaled)
 LM0181
 LM0181                          SUPERSEDED SURVEY CONTROL
 LM0181
 LM0181  NGVD 29 (??/??/92) 2235.666  (m)         7334.85   (f) ADJ UNCH    2 0
 LM0181
 LM0181.Superseded values are not recommended for survey control.
 LM0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0181.See file dsdata.txt to determine how the superseded data were derived.
 LM0181
 LM0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE770327(NAD 83)
 LM0181_MARKER: DB = BENCH MARK DISK
 LM0181_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0181_SP_SET: CONCRETE STRUCTURE
 LM0181_STAMPING: J 138 1934
 LM0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0181
 LM0181  HISTORY     - Date     Condition        Report By
 LM0181  HISTORY     - 1934     MONUMENTED       CGS
 LM0181
 LM0181                          STATION DESCRIPTION
 LM0181
 LM0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LM0181'3.0 MI W FROM KREMMLING.
 LM0181'3 MILES WEST ALONG THE DENVER AND SALT LAKE RAILWAY FROM THE STATION
 LM0181'AT KREMMLING, GRAND COUNTY, 0.5 MILE SOUTH OF THE NORTH END OF THE
 LM0181'SIDING AT GORE CANYON, DIRECTLY ACROSS THE RIVER FROM A LONE RESORT
 LM0181'HOUSE, 100 FEET SOUTH OF THE SOUTH END OF A PYRAMIDAL BANK FORMED BY A
 LM0181'RAILWAY CUT, AT THE SOUTHWEST END OF A SERIES OF CONCRETE ENGINE
 LM0181'FOUNDATIONS, 45 FEET WEST OF THE TRACK, AND IN THE TOP OF THE WEST
 LM0181'SECTION OF THE MOST PROMINENT 7 BY 3 BY 3 FOOT CONCRETE STRUCTURE.  A
 LM0181'STANDARD DISK, STAMPED J 138 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0068 ***********************************************************************
 LK0068  DESIGNATION -  J 14 RESET
 LK0068  PID         -  LK0068
 LK0068  STATE/COUNTY-  CO/YUMA
 LK0068  USGS QUAD   -  WRAY NW (1984)
 LK0068
 LK0068                         *CURRENT SURVEY CONTROL
 LK0068  ___________________________________________________________________
 LK0068* NAD 83(1992)-  40 07 58.52290(N)    102 13 45.39009(W)     ADJUSTED  
 LK0068* NAVD 88     -      1125.35   (meters)    3692.1    (feet)  RESET     
 LK0068  ___________________________________________________________________
 LK0068  X           -  -1,034,560.083 (meters)                     COMP
 LK0068  Y           -  -4,773,221.136 (meters)                     COMP
 LK0068  Z           -   4,089,991.987 (meters)                     COMP
 LK0068  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 LK0068  ELLIP HEIGHT-        1103.39  (meters)          (12/03/02) GPS OBS
 LK0068  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 LK0068
 LK0068  HORZ ORDER  -  FIRST
 LK0068  VERT ORDER  -  THIRD
 LK0068  ELLP ORDER  -  FOURTH    CLASS II
 LK0068
 LK0068.The horizontal coordinates were established by GPS observations
 LK0068.and adjusted by the National Geodetic Survey in November 1999..
 LK0068
 LK0068.The orthometric height was computed from unverified reset data.
 LK0068.No vertical observational check was made to the station.
 LK0068
 LK0068.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0068
 LK0068.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0068
 LK0068.The ellipsoidal height was determined by GPS observations
 LK0068.and is referenced to NAD 83.
 LK0068
 LK0068.The geoid height was determined by GEOID03.
 LK0068
 LK0068;                    North         East     Units Scale Factor Converg.
 LK0068;SPC CO N     -   398,719.261 1,193,084.691   MT  0.99995895   +2 06 48.0
 LK0068;SPC CO N     - 1,308,131.44  3,914,312.02   sFT  0.99995895   +2 06 48.0
 LK0068;UTM  13      - 4,446,191.176   736,064.764   MT  1.00028606   +1 47 12.2
 LK0068
 LK0068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0068!SPC CO N     -   0.99982693  x   0.99995895  =   0.99978589
 LK0068!UTM  13      -   0.99982693  x   1.00028606  =   1.00011295
 LK0068
 LK0068                          SUPERSEDED SURVEY CONTROL
 LK0068
 LK0068  ELLIP H (11/30/99) 1103.37   (m)                       GP(       ) 4 1
 LK0068  NGVD 29 (??/??/??) 1124.87   (m)         3690.5    (f) RESET       3  
 LK0068
 LK0068.Superseded values are not recommended for survey control.
 LK0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0068.See file dsdata.txt to determine how the superseded data were derived.
 LK0068
 LK0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE3606546191(NAD 83)
 LK0068_MARKER: DB = BENCH MARK DISK
 LK0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0068_STAMPING: J 14 RESET 1936
 LK0068_MARK LOGO: CGS   
 LK0068_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LK0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0068+STABILITY: SURFACE MOTION
 LK0068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0068+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1999
 LK0068
 LK0068  HISTORY     - Date     Condition        Report By
 LK0068  HISTORY     - 1936     MONUMENTED       CODH
 LK0068  HISTORY     - 1954     GOOD             NGS
 LK0068  HISTORY     - 19990224 GOOD             NGS
 LK0068
 LK0068                          STATION DESCRIPTION
 LK0068
 LK0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LK0068'3.7 MI N FROM WRAY.
 LK0068'3.7 MILES NORTH ALONG STATE HIGHWAY 51 FROM WRAY, AT HIGHWAY STATION
 LK0068'201+35, DIRECTLY WEST OF THE NORTHWEST CORNER OF A SCHOOLYARD AT
 LK0068'THE SOUTHWEST CORNER OF THE INTERSECTION OF AN EAST-AND-WEST ROAD, 55
 LK0068'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND AT A FENCE CORNER.  A
 LK0068'STANDARD DISK, STAMPED J 14 RESET 1936 AND SET IN THE TOP OF A
 LK0068'CONCRETE POST.  NOTE.-- THIS MARK WAS ESTABLISHED AND ITS ELEVATION
 LK0068'DETERMINED IN NOVEMBER 1936 BY ENGINEERS OF THE COLORADO STATE HIGHWAY
 LK0068'DEPARTMENT.
 LK0068
 LK0068                          STATION RECOVERY (1999)
 LK0068
 LK0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 LK0068'THE STATION IS LOCATED ABOUT 31 MI (49.9 KM) SOUTH OF HOLYOKE AND 3.8
 LK0068'MI (6.1 KM) NORTH OF WRAY, IN THE NORTHEAST 1/4 OF SECTION 24, T 2 N,
 LK0068'R 44 W, AT U.  S.  HIGHWAY 385 MILEPOST 247.1.  OWNERSHIP--
 LK0068'TO REACH THE STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY 385 AND
 LK0068'U.  S.  HIGHWAY 34, GO NORTH ON U.  S.  HIGHWAY 385 FOR 3.8 MI (6.1
 LK0068'KM) TO THE INTERSECTION OF COUNTY ROAD 39 AND THE STATION ON THE LEFT
 LK0068'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A SQUARE 21 CM
 LK0068'CONCRETE POST PROJECTING 2 CM ABOVE THE GROUND.  IT IS 14.7 M (48.2
 LK0068'FT) SOUTHWEST FROM THE CENTER LINE OF U.S.  HIGHWAY 385, 12.9 M (42.3
 LK0068'FT) EAST FROM A POWER POLE, 9.3 M (30.5 FT) SOUTH FROM THE CENTER OF
 LK0068'COUNTY ROAD 39, 1.3 M (4.3 FT) EAST-SOUTHEAST FROM THE EASTERN END OF
 LK0068'A GATE FENCE POST TO A FIELD, 1.1 M (3.6 FT) SOUTHWEST FROM A FENCE
 LK0068'CORNER, 0.6 M (2.0 FT) SOUTH FROM A WITNESS POST AND ABOUT LEVEL WITH
 LK0068'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1036 ***********************************************************************
 KK1036  DESIGNATION -  J 140
 KK1036  PID         -  KK1036
 KK1036  STATE/COUNTY-  CO/CLEAR CREEK
 KK1036  USGS QUAD   -  BERTHOUD PASS (1957)
 KK1036
 KK1036                         *CURRENT SURVEY CONTROL
 KK1036  ___________________________________________________________________
 KK1036* NAD 83(1986)-  39 46 11.     (N)    105 45 27.     (W)     SCALED    
 KK1036* NAVD 88     -      2873.564  (meters)    9427.68   (feet)  ADJUSTED  
 KK1036  ___________________________________________________________________
 KK1036  GEOID HEIGHT-         -12.35  (meters)                     GEOID03
 KK1036  DYNAMIC HT  -        2869.991 (meters)    9415.96  (feet)  COMP
 KK1036  MODELED GRAV-     979,278.8   (mgal)                       NAVD 88
 KK1036
 KK1036  VERT ORDER  -  SECOND    CLASS 0
 KK1036
 KK1036.The horizontal coordinates were scaled from a topographic map and have
 KK1036.an estimated accuracy of +/- 6 seconds.
 KK1036
 KK1036.The orthometric height was determined by differential leveling
 KK1036.and adjusted by the National Geodetic Survey in June 1991..
 KK1036
 KK1036.The geoid height was determined by GEOID03.
 KK1036
 KK1036.The dynamic height is computed by dividing the NAVD 88
 KK1036.geopotential number by the normal gravity value computed on the
 KK1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1036.degrees latitude (g = 980.6199 gals.).
 KK1036
 KK1036.The modeled gravity was interpolated from observed gravity values.
 KK1036
 KK1036;                    North         East    Units  Estimated Accuracy
 KK1036;SPC CO C     -   519,790.      892,340.      MT  (+/- 180 meters Scaled)
 KK1036
 KK1036                          SUPERSEDED SURVEY CONTROL
 KK1036
 KK1036  NGVD 29 (??/??/92) 2871.91   (m)         9422.3    (f) COMPUTED    2 0
 KK1036
 KK1036.Superseded values are not recommended for survey control.
 KK1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1036.See file dsdata.txt to determine how the superseded data were derived.
 KK1036
 KK1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE351024(NAD 83)
 KK1036_MARKER: DB = BENCH MARK DISK
 KK1036_SETTING: 66 = SET IN ROCK OUTCROP
 KK1036_SP_SET: OUTCROP
 KK1036_STAMPING: J 140 1934
 KK1036_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1036+STABILITY: POSITION/ELEVATION WELL
 KK1036
 KK1036  HISTORY     - Date     Condition        Report By
 KK1036  HISTORY     - 1934     MONUMENTED       CGS
 KK1036  HISTORY     - 1954     GOOD             NGS
 KK1036
 KK1036                          STATION DESCRIPTION
 KK1036
 KK1036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1036'4.3 MI W FROM EMPIRE.
 KK1036'4.3 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE PUBLIC SCHOOL AT
 KK1036'EMPIRE, CLEAR CREEK COUNTY, AT HIGHWAY STAKE 500, 400 FEET WEST OF
 KK1036'A DAM IN CLEAR CREEK, AT THE OUTSIDE OF A CURVE, DIRECTLY BENEATH
 KK1036'A HUGE BOULDER BALANCED ON A ROCK LEDGE, 50 FEET WEST OF THE NORTH
 KK1036'END OF A CULVERT, 25 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 KK1036'IN THE TOP OF THE SOUTH EDGE OF A ROCK 15 FEET LONG (PART OF A
 KK1036'HUGE LEDGE OUTCROP), 2.0 FEET NORTH OF THE SOUTH END OF THE ROCK,
 KK1036'5 FEET ABOVE GROUND, AND 4.0 FEET HIGHER THAN THE HIGHWAY. A
 KK1036'STANDARD DISK, STAMPED J 140 134.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0210 ***********************************************************************
 JM0210  DESIGNATION -  J 142 RESET
 JM0210  PID         -  JM0210
 JM0210  STATE/COUNTY-  CO/MESA
 JM0210  USGS QUAD   -  ROC CREEK (1994)
 JM0210
 JM0210                         *CURRENT SURVEY CONTROL
 JM0210  ___________________________________________________________________
 JM0210* NAD 83(1986)-  38 29 52.     (N)    108 53 38.     (W)     SCALED    
 JM0210* NAVD 88     -      1437.40   (meters)    4715.9    (feet)  RESET     
 JM0210  ___________________________________________________________________
 JM0210  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 JM0210
 JM0210  VERT ORDER  -  THIRD
 JM0210
 JM0210.The horizontal coordinates were scaled from a topographic map and have
 JM0210.an estimated accuracy of +/- 6 seconds.
 JM0210
 JM0210.The orthometric height was computed from unverified reset data.
 JM0210
 JM0210.The geoid height was determined by GEOID03.
 JM0210
 JM0210;                    North         East    Units  Estimated Accuracy
 JM0210;SPC CO C     -   384,090.      618,410.      MT  (+/- 180 meters Scaled)
 JM0210
 JM0210                          SUPERSEDED SURVEY CONTROL
 JM0210
 JM0210.No superseded survey control is available for this station.
 JM0210
 JM0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH836631(NAD 83)
 JM0210_MARKER: DB = BENCH MARK DISK
 JM0210_SETTING: 80 = SET IN A BOULDER
 JM0210_SP_SET: BOULDER
 JM0210_STAMPING: J 142 RESET 1957
 JM0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0210+STABILITY: SURFACE MOTION
 JM0210
 JM0210  HISTORY     - Date     Condition        Report By
 JM0210  HISTORY     - 1957     MONUMENTED       CODH
 JM0210  HISTORY     - 1958     GOOD             NGS
 JM0210
 JM0210                          STATION DESCRIPTION
 JM0210
 JM0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JM0210'16.1 MI SE FROM GATEWAY.
 JM0210'16.1 MILES SOUTHEAST ALONG STATE HIGHWAY 141 FROM THE CONCRETE BRIDGE
 JM0210'ACROSS THE DOLORES RIVER AT GATEWAY.  7.3 MILES NORTHWEST ALONG STATE
 JM0210'HIGHWAY 141 FROM THE CONCRETE BRIDGE ACROSS THE DOLORES RIVER NEAR THE
 JM0210'CONFLUENCE OF ROC CREEK.  150 FEET NORTH OF A DOUBLE MULTIPLATE ARCH
 JM0210'CULVERT ON THE HIGHWAY AND OVER THE OUTLET FROM A CANYON LOCATED ON
 JM0210'THE SOUTHWEST SIDE OF THE RIVER.  84 FEET NORTHEAST OF THE CENTER OF
 JM0210'STATE HIGHWAY 141, AND IN THE HIGHWAY SIDE OF A 12 X 16 X 10 FT.
 JM0210'SANDSTONE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0044 ***********************************************************************
 JM0044  DESIGNATION -  J 143
 JM0044  PID         -  JM0044
 JM0044  STATE/COUNTY-  CO/MONTROSE
 JM0044  USGS QUAD   -  PRYOR CREEK (1994)
 JM0044
 JM0044                         *CURRENT SURVEY CONTROL
 JM0044  ___________________________________________________________________
 JM0044* NAD 83(1986)-  38 20 28.     (N)    108 04 42.     (W)     SCALED    
 JM0044* NAVD 88     -      2674.207  (meters)    8773.63   (feet)  ADJUSTED  
 JM0044  ___________________________________________________________________
 JM0044  GEOID HEIGHT-         -16.33  (meters)                     GEOID03
 JM0044  DYNAMIC HT  -        2670.820 (meters)    8762.52  (feet)  COMP
 JM0044  MODELED GRAV-     979,264.5   (mgal)                       NAVD 88
 JM0044
 JM0044  VERT ORDER  -  SECOND    CLASS 0
 JM0044
 JM0044.The horizontal coordinates were scaled from a topographic map and have
 JM0044.an estimated accuracy of +/- 6 seconds.
 JM0044
 JM0044.The orthometric height was determined by differential leveling
 JM0044.and adjusted by the National Geodetic Survey in June 1991..
 JM0044
 JM0044.The geoid height was determined by GEOID03.
 JM0044
 JM0044.The dynamic height is computed by dividing the NAVD 88
 JM0044.geopotential number by the normal gravity value computed on the
 JM0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0044.degrees latitude (g = 980.6199 gals.).
 JM0044
 JM0044.The modeled gravity was interpolated from observed gravity values.
 JM0044
 JM0044;                    North         East    Units  Estimated Accuracy
 JM0044;SPC CO S     -   493,750.      689,030.      MT  (+/- 180 meters Scaled)
 JM0044
 JM0044                          SUPERSEDED SURVEY CONTROL
 JM0044
 JM0044  NGVD 29 (??/??/92) 2672.747  (m)         8768.84   (f) ADJ UNCH    2 0
 JM0044
 JM0044.Superseded values are not recommended for survey control.
 JM0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0044.See file dsdata.txt to determine how the superseded data were derived.
 JM0044
 JM0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH553477(NAD 83)
 JM0044_MARKER: DB = BENCH MARK DISK
 JM0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0044_STAMPING: J-143 1934
 JM0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0044+STABILITY: SURFACE MOTION
 JM0044
 JM0044  HISTORY     - Date     Condition        Report By
 JM0044  HISTORY     - 1934     MONUMENTED       CGS
 JM0044
 JM0044                          STATION DESCRIPTION
 JM0044
 JM0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0044'18.4 MI SW FROM MONTROSE.
 JM0044'18.4 MILES SOUTHWEST OF, ALONG STATE HWY. 90, FROM MONTROSE COUNTY
 JM0044'COURTHOUSE 75 FEET SOUTHWEST OF INTERSECTION OF CENTERLINE SOUTH OF
 JM0044'DIRT ROAD WITH HIGHWAY.  54 FEET WEST OF CENTER OF WAGON GATE.  24
 JM0044'FEET SOUTH OF CENTERLINE OF STATE HIGHWAY 90.  3 FEET NORTH OF LINE OF
 JM0044'FENCE.  PRECAST CONCRETE POST SET ON OUTSIDE OF CURVE AND WEST OF
 JM0044'THREE LONE PINE TREES, THE MOST EASTERLY PINE TREE IS BLAZED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0169 ***********************************************************************
 JM0169  DESIGNATION -  J 145
 JM0169  PID         -  JM0169
 JM0169  STATE/COUNTY-  CO/MONTROSE
 JM0169  USGS QUAD   -  DAVIS MESA (1994)
 JM0169
 JM0169                         *CURRENT SURVEY CONTROL
 JM0169  ___________________________________________________________________
 JM0169* NAD 83(1986)-  38 17 51.     (N)    108 50 13.     (W)     SCALED    
 JM0169* NAVD 88     -      1554.295  (meters)    5099.38   (feet)  ADJUSTED  
 JM0169  ___________________________________________________________________
 JM0169  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 JM0169  DYNAMIC HT  -        1552.541 (meters)    5093.63  (feet)  COMP
 JM0169  MODELED GRAV-     979,446.9   (mgal)                       NAVD 88
 JM0169
 JM0169  VERT ORDER  -  SECOND    CLASS 0
 JM0169
 JM0169.The horizontal coordinates were scaled from a topographic map and have
 JM0169.an estimated accuracy of +/- 6 seconds.
 JM0169
 JM0169.The orthometric height was determined by differential leveling
 JM0169.and adjusted by the National Geodetic Survey in June 1991..
 JM0169
 JM0169.The geoid height was determined by GEOID03.
 JM0169
 JM0169.The dynamic height is computed by dividing the NAVD 88
 JM0169.geopotential number by the normal gravity value computed on the
 JM0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0169.degrees latitude (g = 980.6199 gals.).
 JM0169
 JM0169.The modeled gravity was interpolated from observed gravity values.
 JM0169
 JM0169;                    North         East    Units  Estimated Accuracy
 JM0169;SPC CO S     -   491,010.      622,570.      MT  (+/- 180 meters Scaled)
 JM0169
 JM0169                          SUPERSEDED SURVEY CONTROL
 JM0169
 JM0169  NGVD 29 (??/??/92) 1553.121  (m)         5095.53   (f) ADJ UNCH    2 0
 JM0169
 JM0169.Superseded values are not recommended for survey control.
 JM0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0169.See file dsdata.txt to determine how the superseded data were derived.
 JM0169
 JM0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH891410(NAD 83)
 JM0169_MARKER: DB = BENCH MARK DISK
 JM0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0169_STAMPING: J-145 1934
 JM0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0169+STABILITY: SURFACE MOTION
 JM0169
 JM0169  HISTORY     - Date     Condition        Report By
 JM0169  HISTORY     - 1934     MONUMENTED       CGS
 JM0169  HISTORY     - 1960     GOOD             USGS
 JM0169
 JM0169                          STATION DESCRIPTION
 JM0169
 JM0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0169'9.8 MI SE FROM PARADOX.
 JM0169'9.8 MILES SOUTHEAST OF, ALONG STATE HWY. 90, FROM PARADOX POST OFFICE.
 JM0169'ABOUT 2.9 MILES SOUTHEAST OF STEEL HIGHWAY BRIDGE OVER DOLORES RIVER.
 JM0169'115 FEET SOUTH OF CENTERLINE OF STATE HWY. 90.  3 FEET NORTH OF
 JM0169'TELEPHONE POLE NO. 1439.  TABLET SET IN PRECAST CONCRETE POST.
 JM0169
 JM0169                          STATION RECOVERY (1960)
 JM0169
 JM0169'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JM0169'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0144 ***********************************************************************
 HM0144  DESIGNATION -  J 146
 HM0144  PID         -  HM0144
 HM0144  STATE/COUNTY-  CO/SAN MIGUEL
 HM0144  USGS QUAD   -  EGNAR (1994)
 HM0144
 HM0144                         *CURRENT SURVEY CONTROL
 HM0144  ___________________________________________________________________
 HM0144* NAD 83(1986)-  37 56 20.     (N)    108 55 50.     (W)     SCALED    
 HM0144* NAVD 88     -      2208.628  (meters)    7246.14   (feet)  ADJUSTED  
 HM0144  ___________________________________________________________________
 HM0144  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 HM0144  DYNAMIC HT  -        2205.916 (meters)    7237.24  (feet)  COMP
 HM0144  MODELED GRAV-     979,322.3   (mgal)                       NAVD 88
 HM0144
 HM0144  VERT ORDER  -  SECOND    CLASS 0
 HM0144
 HM0144.The horizontal coordinates were scaled from a topographic map and have
 HM0144.an estimated accuracy of +/- 6 seconds.
 HM0144
 HM0144.The orthometric height was determined by differential leveling
 HM0144.and adjusted by the National Geodetic Survey in June 1991..
 HM0144
 HM0144.The geoid height was determined by GEOID03.
 HM0144
 HM0144.The dynamic height is computed by dividing the NAVD 88
 HM0144.geopotential number by the normal gravity value computed on the
 HM0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0144.degrees latitude (g = 980.6199 gals.).
 HM0144
 HM0144.The modeled gravity was interpolated from observed gravity values.
 HM0144
 HM0144;                    North         East    Units  Estimated Accuracy
 HM0144;SPC CO S     -   451,530.      612,920.      MT  (+/- 180 meters Scaled)
 HM0144
 HM0144                          SUPERSEDED SURVEY CONTROL
 HM0144
 HM0144.No superseded survey control is available for this station.
 HM0144
 HM0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH818010(NAD 83)
 HM0144_MARKER: DB = BENCH MARK DISK
 HM0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0144_STAMPING: J-146 1934
 HM0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0144+STABILITY: SURFACE MOTION
 HM0144
 HM0144  HISTORY     - Date     Condition        Report By
 HM0144  HISTORY     - 1934     MONUMENTED       CGS
 HM0144
 HM0144                          STATION DESCRIPTION
 HM0144
 HM0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0144'14.0 MI N FROM DOVE CREEK.
 HM0144'14.0 MILES NORTH OF, ALONG STATE HWY. 80, FROM DOVE CREEK PUBLIC
 HM0144'SCHOOL.  ABOUT 1.2 MILE NORTHWEST OF SUMMIT OF HIGHWAY OVER DOVE CREEK
 HM0144'DIVIDE.  ABOUT 0.8 MILE SOUTHEAST OF RUSH CANYON PUBLIC SCHOOL. 180
 HM0144'FEET NORTHWEST OF CULVERT UNDER HIGHWAY.  115 FEET NORTHWEST OF
 HM0144'INTERSECTION OF CENTERLINES OF DIRT ROAD WITH STATE HWY. 80. 100 FEET
 HM0144'NORTHWEST OF WEST CORNER OF FENCE.  90 FEET WEST OF DIRT ROAD BRIDGE
 HM0144'OVER DRY WASH.  55 FEET NORTHEAST OF CENTERLINE OF STATE HWY. 80.
 HM0144'PRECAST CONCRETE POST SET ON OUTSIDE OF HIGHWAY CURVE. TABLET SET IN
 HM0144'PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0093 ***********************************************************************
 JM0093  DESIGNATION -  J 147 RESET
 JM0093  PID         -  JM0093
 JM0093  STATE/COUNTY-  CO/SAN MIGUEL
 JM0093  USGS QUAD   -  PLACERVILLE (1953)
 JM0093
 JM0093                         *CURRENT SURVEY CONTROL
 JM0093  ___________________________________________________________________
 JM0093* NAD 83(1986)-  38 04 02.     (N)    108 01 33.     (W)     SCALED    
 JM0093* NAVD 88     -      2365.64   (meters)    7761.3    (feet)  RESET     
 JM0093  ___________________________________________________________________
 JM0093  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 JM0093
 JM0093  VERT ORDER  -  THIRD
 JM0093
 JM0093.The horizontal coordinates were scaled from a topographic map and have
 JM0093.an estimated accuracy of +/- 6 seconds.
 JM0093
 JM0093.The orthometric height was computed from unverified reset data.
 JM0093
 JM0093.The geoid height was determined by GEOID03.
 JM0093
 JM0093;                    North         East    Units  Estimated Accuracy
 JM0093;SPC CO S     -   463,240.      692,790.      MT  (+/- 180 meters Scaled)
 JM0093
 JM0093                          SUPERSEDED SURVEY CONTROL
 JM0093
 JM0093.No superseded survey control is available for this station.
 JM0093
 JM0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH609174(NAD 83)
 JM0093_MARKER: DB = BENCH MARK DISK
 JM0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0093_STAMPING: J 147 RESET 1959
 JM0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0093+STABILITY: SURFACE MOTION
 JM0093
 JM0093  HISTORY     - Date     Condition        Report By
 JM0093  HISTORY     - 1959     MONUMENTED       CODH
 JM0093
 JM0093                          STATION DESCRIPTION
 JM0093
 JM0093'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1959
 JM0093'4.6 MI NE FROM PLACERVILLE.
 JM0093'ABOUT 4.6 MILES NORTHEAST ALONG THE RIO GRANDE SOUTHERN RAILROAD FROM
 JM0093'THE STATION AT PLACERVILLE, ABOUT 1,020 FEET NORTH OF THE WATER TANK
 JM0093'AT THE SIDING AT BROWN, ABOUT 270 FEET SOUTH OF MILEPOST R 22, ABOUT
 JM0093'360 FEET NORTH OF THE CROSSING OF STATE HIGHWAY 62, AND 66 FEET WEST
 JM0093'OF THE CENTERLINE OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0004 ***********************************************************************
 HM0004  DESIGNATION -  J 148
 HM0004  PID         -  HM0004
 HM0004  STATE/COUNTY-  CO/SAN MIGUEL
 HM0004  USGS QUAD   -  LONE CONE (1976)
 HM0004
 HM0004                         *CURRENT SURVEY CONTROL
 HM0004  ___________________________________________________________________
 HM0004* NAD 83(1992)-  37 55 42.89576(N)    108 19 42.90861(W)     ADJUSTED  
 HM0004* NAVD 88     -      2465.010  (meters)    8087.29   (feet)  ADJUSTED  
 HM0004  ___________________________________________________________________
 HM0004  X           -  -1,584,668.977 (meters)                     COMP
 HM0004  Y           -  -4,783,589.292 (meters)                     COMP
 HM0004  Z           -   3,900,698.668 (meters)                     COMP
 HM0004  LAPLACE CORR-           8.68  (seconds)                    DEFLEC99
 HM0004  ELLIP HEIGHT-        2447.40  (meters)          (12/03/02) GPS OBS
 HM0004  GEOID HEIGHT-         -17.60  (meters)                     GEOID03
 HM0004  DYNAMIC HT  -        2461.775 (meters)    8076.67  (feet)  COMP
 HM0004  MODELED GRAV-     979,228.3   (mgal)                       NAVD 88
 HM0004
 HM0004  HORZ ORDER  -  FIRST
 HM0004  VERT ORDER  -  SECOND    CLASS 0
 HM0004  ELLP ORDER  -  FOURTH    CLASS II
 HM0004
 HM0004.The horizontal coordinates were established by GPS observations
 HM0004.and adjusted by the National Geodetic Survey in March 1999..
 HM0004
 HM0004.The orthometric height was determined by differential leveling
 HM0004.and adjusted by the National Geodetic Survey in June 1991..
 HM0004
 HM0004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HM0004
 HM0004.The Laplace correction was computed from DEFLEC99 derived deflections.
 HM0004
 HM0004.The ellipsoidal height was determined by GPS observations
 HM0004.and is referenced to NAD 83.
 HM0004
 HM0004.The geoid height was determined by GEOID03.
 HM0004
 HM0004.The dynamic height is computed by dividing the NAVD 88
 HM0004.geopotential number by the normal gravity value computed on the
 HM0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0004.degrees latitude (g = 980.6199 gals.).
 HM0004
 HM0004.The modeled gravity was interpolated from observed gravity values.
 HM0004
 HM0004;                    North         East     Units Scale Factor Converg.
 HM0004;SPC CO S     -   448,618.060   665,770.683   MT  0.99994675   -1 44 06.0
 HM0004;SPC CO S     - 1,471,841.09  2,184,282.65   sFT  0.99994675   -1 44 06.0
 HM0004;UTM  12      - 4,201,256.976   734,791.297   MT  1.00027902   +1 38 34.1
 HM0004
 HM0004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0004!SPC CO S     -   0.99961611  x   0.99994675  =   0.99956288
 HM0004!UTM  12      -   0.99961611  x   1.00027902  =   0.99989503
 HM0004
 HM0004                          SUPERSEDED SURVEY CONTROL
 HM0004
 HM0004  ELLIP H (03/16/99) 2447.48   (m)                       GP(       ) 4 1
 HM0004  NAVD 88 (03/16/99) 2465.01   (m)         8087.3    (f) LEVELING    3  
 HM0004  NGVD 29 (??/??/92) 2463.576  (m)         8082.58   (f) ADJ UNCH    2 0
 HM0004
 HM0004.Superseded values are not recommended for survey control.
 HM0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0004.See file dsdata.txt to determine how the superseded data were derived.
 HM0004
 HM0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH3479101257(NAD 83)
 HM0004_MARKER: DB = BENCH MARK DISK
 HM0004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0004_STAMPING: J 148 1934
 HM0004_MARK LOGO: CGS   
 HM0004_PROJECTION: FLUSH
 HM0004_MAGNETIC: N = NO MAGNETIC MATERIAL
 HM0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0004+STABILITY: SURFACE MOTION
 HM0004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HM0004+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1998
 HM0004
 HM0004  HISTORY     - Date     Condition        Report By
 HM0004  HISTORY     - 1934     MONUMENTED       CGS
 HM0004  HISTORY     - 19980122 GOOD             CODOT
 HM0004
 HM0004                          STATION DESCRIPTION
 HM0004
 HM0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0004'19.3 MI S FROM NORWOOD.
 HM0004'19.3 MILES SOUTH OF, ALONG STATE HWY. 147, FROM NORWOOD PUBLIC SCHOOL.
 HM0004'ABOUT 1200 FEET SOUTH OF SMALL RESERVOIR.  420 FEET WEST OF RED WAGON
 HM0004'GATE.  275 FEET WEST OF WOODEN HWY.  CULVERT AT BOTTOM OF DIP IN
 HM0004'HIGHWAY.  45 FEET SOUTH OF CENTERLINE OF STATE HWY. 147.  45 FEET WEST
 HM0004'OF CENTER OF WAGON GATE.  45 FEET WEST OF CENTERLINE OF ROAD LEADING
 HM0004'TO MCKEES RANCH HOUSE.  2 FEET NORTH OF FENCE LINE. TABLET SET IN
 HM0004'PRECAST CONCRETE POST.
 HM0004
 HM0004                          STATION RECOVERY (1998)
 HM0004
 HM0004'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (RSC)
 HM0004'THE STATION IS LOCATED ABOUT 14 MI (22.5 KM) SOUTH-SOUTHWEST OF
 HM0004'NORWOOD, 4.9 MI (7.9 KM) NORTHWEST OF LONE CONE MOUNTAIN AND 2.5 MI
 HM0004'(4.0 KM) SOUTH-SOUTHEAST OF MIRAMONTE RESERVOIR, IN THE SOUTHWEST 1/4
 HM0004'OF SECTION 5, T 42 N, R 13 W.  OWNERSHIP--SAN MIGUEL COUNTY ROAD
 HM0004'RIGHT-OF-WAY TO REACH THE STATION FROM WHERE STATE HIGHWAY 145 MAKES A
 HM0004'90 DEGREE TURN TO THE NORTH IN THE WESTERN PART OF THE TOWN OF
 HM0004'NORWOOD, GO EAST FOR 2.0 MI (3.2 KM) TO THE INTERSECTION OF LONE CONE
 HM0004'ROAD.  TURN RIGHT, SOUTH, ON LONE CONE ROAD FOR 9.2 MI (14.8 KM) TO A
 HM0004'FORK IN THE ROAD WHERE NORTH MOUNTAIN ROAD BEARS TO THE RIGHT.
 HM0004'CONTINUE AHEAD, SOUTHWEST, ON THE LEFT FORK, LONE CONE ROAD, FOR 4.1
 HM0004'MI (6.6 KM) TO THE STATION ON THE LEFT THE MARK IS A STANDARD DISK SET
 HM0004'INTO THE TOP OF A SQUARE 15 CM CONCRETE POST, PROJECTING 20 CM ABOVE
 HM0004'THE ROAD.  IT IS 13.4 M (44.0 FT) WEST FROM THE CENTER OF A GATE TO A
 HM0004'DIRT ROAD GOING SOUTH, 11.8 M (38.7 FT) SOUTH FROM THE CENTER OF LONE
 HM0004'CONE ROAD, 0.6 M (2.0 FT) NORTH FROM THE RIGHT-OF-WAY FENCE, 0.6 M
 HM0004'(2.0 FT) WEST-NORTHWEST FROM A WITNESS POST, 0.3 M (1.0 FT) SOUTH FROM
 HM0004'A METAL T-POST AND ABOUT THE SAME LEVEL AS THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0299 ***********************************************************************
 HL0299  DESIGNATION -  J 149
 HL0299  PID         -  HL0299
 HL0299  STATE/COUNTY-  CO/SAN MIGUEL
 HL0299  USGS QUAD   -  MOUNT WILSON (1953)
 HL0299
 HL0299                         *CURRENT SURVEY CONTROL
 HL0299  ___________________________________________________________________
 HL0299* NAD 83(1986)-  37 48 41.     (N)    107 54 19.     (W)     SCALED    
 HL0299* NAVD 88     -      3117.342  (meters)   10227.48   (feet)  ADJUSTED  
 HL0299  ___________________________________________________________________
 HL0299  GEOID HEIGHT-         -16.00  (meters)                     GEOID03
 HL0299  DYNAMIC HT  -        3112.801 (meters)   10212.58  (feet)  COMP
 HL0299  MODELED GRAV-     979,059.1   (mgal)                       NAVD 88
 HL0299
 HL0299  VERT ORDER  -  SECOND    CLASS 0
 HL0299
 HL0299.The horizontal coordinates were scaled from a topographic map and have
 HL0299.an estimated accuracy of +/- 6 seconds.
 HL0299
 HL0299.The orthometric height was determined by differential leveling
 HL0299.and adjusted by the National Geodetic Survey in June 1991..
 HL0299
 HL0299.The geoid height was determined by GEOID03.
 HL0299
 HL0299.The dynamic height is computed by dividing the NAVD 88
 HL0299.geopotential number by the normal gravity value computed on the
 HL0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0299.degrees latitude (g = 980.6199 gals.).
 HL0299
 HL0299.The modeled gravity was interpolated from observed gravity values.
 HL0299
 HL0299;                    North         East    Units  Estimated Accuracy
 HL0299;SPC CO S     -   434,570.      702,640.      MT  (+/- 180 meters Scaled)
 HL0299
 HL0299                          SUPERSEDED SURVEY CONTROL
 HL0299
 HL0299  NGVD 29 (??/??/92) 3115.581  (m)        10221.70   (f) ADJ UNCH    2 0
 HL0299
 HL0299.Superseded values are not recommended for survey control.
 HL0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0299.See file dsdata.txt to determine how the superseded data were derived.
 HL0299
 HL0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB442888(NAD 83)
 HL0299_MARKER: DB = BENCH MARK DISK
 HL0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0299_STAMPING: J 149 1934
 HL0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0299+STABILITY: SURFACE MOTION
 HL0299
 HL0299  HISTORY     - Date     Condition        Report By
 HL0299  HISTORY     - 1934     MONUMENTED       CGS
 HL0299  HISTORY     - 1952     GOOD             NGS
 HL0299
 HL0299                          STATION DESCRIPTION
 HL0299
 HL0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HL0299'7.7 MI SW FROM OPHIR.
 HL0299'7.7 MILES SOUTHWEST ALONG THE RIO GRANDE SOUTHERN ABANDONED
 HL0299'RIGHT-OF-WAY FROM THE OLD STATION AT OPHIR, SAN MIGUEL COUNTY, 100
 HL0299'FEET SOUTHWEST OF A DIRT ROAD CROSSING, 800 FEET EAST OF A ROAD FORK
 HL0299'NORTH OF THE SIGN, LIZARD HEAD PASS, ELEV. 10,000 FEET, 164 FEET NORTH
 HL0299'EAST OF TRIANGULATION STATION SHED, AND 400 FEET NORTH OF SHEEP
 HL0299'CORRALS.  A STANDARD DISK STAMPED J 149 1934 AND SET IN THE TOP OF A
 HL0299'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0012 ***********************************************************************
 LK0012  DESIGNATION -  J 15
 LK0012  PID         -  LK0012
 LK0012  STATE/COUNTY-  CO/SEDGWICK
 LK0012  USGS QUAD   -  VENANGO SW (1980)
 LK0012
 LK0012                         *CURRENT SURVEY CONTROL
 LK0012  ___________________________________________________________________
 LK0012* NAD 83(1986)-  40 46 40.     (N)    102 13 42.     (W)     SCALED    
 LK0012* NAVD 88     -      1135.380  (meters)    3724.99   (feet)  ADJUSTED  
 LK0012  ___________________________________________________________________
 LK0012  GEOID HEIGHT-         -20.69  (meters)                     GEOID03
 LK0012  DYNAMIC HT  -        1134.605 (meters)    3722.45  (feet)  COMP
 LK0012  MODELED GRAV-     979,902.3   (mgal)                       NAVD 88
 LK0012
 LK0012  VERT ORDER  -  FIRST     CLASS II
 LK0012
 LK0012.The horizontal coordinates were scaled from a topographic map and have
 LK0012.an estimated accuracy of +/- 6 seconds.
 LK0012
 LK0012.The orthometric height was determined by differential leveling
 LK0012.and adjusted by the National Geodetic Survey in June 1991..
 LK0012
 LK0012.The geoid height was determined by GEOID03.
 LK0012
 LK0012.The dynamic height is computed by dividing the NAVD 88
 LK0012.geopotential number by the normal gravity value computed on the
 LK0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0012.degrees latitude (g = 980.6199 gals.).
 LK0012
 LK0012.The modeled gravity was interpolated from observed gravity values.
 LK0012
 LK0012;                    North         East    Units  Estimated Accuracy
 LK0012;SPC CO N     -   470,280.    1,190,520.      MT  (+/- 180 meters Scaled)
 LK0012
 LK0012                          SUPERSEDED SURVEY CONTROL
 LK0012
 LK0012  NGVD 29 (??/??/92) 1134.922  (m)         3723.49   (f) ADJ UNCH    1 2
 LK0012
 LK0012.Superseded values are not recommended for survey control.
 LK0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0012.See file dsdata.txt to determine how the superseded data were derived.
 LK0012
 LK0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF338177(NAD 83)
 LK0012_MARKER: DB = BENCH MARK DISK
 LK0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0012_STAMPING: 3723.490 J 15 1926
 LK0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0012+STABILITY: SURFACE MOTION
 LK0012
 LK0012  HISTORY     - Date     Condition        Report By
 LK0012  HISTORY     - 1926     MONUMENTED       CGS
 LK0012  HISTORY     - 1941     GOOD             NGS
 LK0012  HISTORY     - 1960     MARK NOT FOUND   USGS
 LK0012
 LK0012                          STATION DESCRIPTION
 LK0012
 LK0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LK0012'15 MI S FROM JULESBURG.
 LK0012'ABOUT 15 MILES SOUTH ALONG STATE HIGHWAY 51 FROM JULESBURG, AT THE
 LK0012'INTERSECTION OF AN EAST-AND-WEST ROAD, 31.5 FEET SOUTH OF THE ROAD,
 LK0012'27.8 FT. WEST OF THE HIGHWAY, 12 FEET NORTHEAST OF A FENCE CORNER,
 LK0012'7.1 FEET NORTH OF THE PROLONGATION OF THE EAST-AND-WEST FENCE,
 LK0012'2.3 FT. EAST OF THE PROLONGATION OF THE NORTH-AND-SOUTH FENCE,
 LK0012'AND AT THE EDGE OF A BORROW DITCH.  A STANDARD DISK, STAMPED 3723.490
 LK0012'J 15 1926 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LK0012'6 INCHES ABOVE GROUND.
 LK0012
 LK0012                          STATION RECOVERY (1960)
 LK0012
 LK0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LK0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0113 ***********************************************************************
 LN0113  DESIGNATION -  J 151
 LN0113  PID         -  LN0113
 LN0113  STATE/COUNTY-  CO/RIO BLANCO
 LN0113  USGS QUAD   -  GILLAM DRAW (1962)
 LN0113
 LN0113                         *CURRENT SURVEY CONTROL
 LN0113  ___________________________________________________________________
 LN0113* NAD 83(1986)-  40 05 36.     (N)    108 44 41.     (W)     SCALED    
 LN0113* NAVD 88     -      1615.748  (meters)    5301.00   (feet)  ADJUSTED  
 LN0113  ___________________________________________________________________
 LN0113  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 LN0113  DYNAMIC HT  -        1614.252 (meters)    5296.09  (feet)  COMP
 LN0113  MODELED GRAV-     979,643.5   (mgal)                       NAVD 88
 LN0113
 LN0113  VERT ORDER  -  SECOND    CLASS 0
 LN0113
 LN0113.The horizontal coordinates were scaled from a topographic map and have
 LN0113.an estimated accuracy of +/- 6 seconds.
 LN0113
 LN0113.The orthometric height was determined by differential leveling
 LN0113.and adjusted by the National Geodetic Survey in June 1991..
 LN0113
 LN0113.The geoid height was determined by GEOID03.
 LN0113
 LN0113.The dynamic height is computed by dividing the NAVD 88
 LN0113.geopotential number by the normal gravity value computed on the
 LN0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0113.degrees latitude (g = 980.6199 gals.).
 LN0113
 LN0113.The modeled gravity was interpolated from observed gravity values.
 LN0113
 LN0113;                    North         East    Units  Estimated Accuracy
 LN0113;SPC CO N     -   394,250.      637,770.      MT  (+/- 180 meters Scaled)
 LN0113
 LN0113                          SUPERSEDED SURVEY CONTROL
 LN0113
 LN0113  NGVD 29 (??/??/92) 1614.546  (m)         5297.06   (f) ADJ UNCH    2 0
 LN0113
 LN0113.Superseded values are not recommended for survey control.
 LN0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0113.See file dsdata.txt to determine how the superseded data were derived.
 LN0113
 LN0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK922405(NAD 83)
 LN0113_MARKER: DB = BENCH MARK DISK
 LN0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0113_STAMPING: J-151 1934
 LN0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0113+STABILITY: SURFACE MOTION
 LN0113
 LN0113  HISTORY     - Date     Condition        Report By
 LN0113  HISTORY     - 1934     MONUMENTED       CGS
 LN0113  HISTORY     - 1984     MARK NOT FOUND   NGS
 LN0113  HISTORY     - 19900604 MARK NOT FOUND   CODH
 LN0113
 LN0113                          STATION DESCRIPTION
 LN0113
 LN0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0113'3.2 MI NE FROM RANGELY.
 LN0113'3.2 MILES NORTHEAST OF RANGELY SCHOOL, ALONG STATE HWY. 64.  ABOUT 1.1
 LN0113'MILE EAST OF RANGELY CEMETARY.  0.7 MILE WEST OF ROAD TO CHAS. HEFLEY
 LN0113'RANCH.  0.6 MILE NORTHEAST OF SMALL LOG HOUSE WITH RED TIN ROOF. 435
 LN0113'FEET NORTHEAST OF NORTHEAST END OF WOODEN TRUSS HIGHWAY BRIDGE. 45
 LN0113'FEET NORTH OF CENTERLINE OF STATE HWY.  64.  TABLET SET IN PRECAST
 LN0113'CONCRETE POST.  NOTE-- 1961 USGS REPORT - 2.6 MILES NE ALONG STATE
 LN0113'HWY. 64 FROM POST OFFICE AT RANGELY, 425 FEET NORTH OF, 290 FEET EAST
 LN0113'OF HWY. 64 AT WOODEN TRUSS BRIDGE.
 LN0113
 LN0113                          STATION RECOVERY (1984)
 LN0113
 LN0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0113'MARK NOT FOUND.
 LN0113
 LN0113                          STATION RECOVERY (1990)
 LN0113
 LN0113'RECOVERY NOTE BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1990
 LN0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0097 ***********************************************************************
 KM0097  DESIGNATION -  J 152
 KM0097  PID         -  KM0097
 KM0097  STATE/COUNTY-  CO/RIO BLANCO
 KM0097  USGS QUAD   -  TEXAS MOUNTAIN (1964)
 KM0097
 KM0097                         *CURRENT SURVEY CONTROL
 KM0097  ___________________________________________________________________
 KM0097* NAD 83(1986)-  39 49 15.     (N)    108 45 36.     (W)     SCALED    
 KM0097* NAVD 88     -      1849.643  (meters)    6068.37   (feet)  ADJUSTED  
 KM0097  ___________________________________________________________________
 KM0097  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 KM0097  DYNAMIC HT  -        1847.837 (meters)    6062.45  (feet)  COMP
 KM0097  MODELED GRAV-     979,584.1   (mgal)                       NAVD 88
 KM0097
 KM0097  VERT ORDER  -  SECOND    CLASS 0
 KM0097
 KM0097.The horizontal coordinates were scaled from a topographic map and have
 KM0097.an estimated accuracy of +/- 6 seconds.
 KM0097
 KM0097.The orthometric height was determined by differential leveling
 KM0097.and adjusted by the National Geodetic Survey in June 1991..
 KM0097
 KM0097.The geoid height was determined by GEOID03.
 KM0097
 KM0097.The dynamic height is computed by dividing the NAVD 88
 KM0097.geopotential number by the normal gravity value computed on the
 KM0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0097.degrees latitude (g = 980.6199 gals.).
 KM0097
 KM0097.The modeled gravity was interpolated from observed gravity values.
 KM0097
 KM0097;                    North         East    Units  Estimated Accuracy
 KM0097;SPC CO N     -   364,060.      635,360.      MT  (+/- 180 meters Scaled)
 KM0097
 KM0097                          SUPERSEDED SURVEY CONTROL
 KM0097
 KM0097  NGVD 29 (??/??/92) 1848.412  (m)         6064.33   (f) ADJ UNCH    2 0
 KM0097
 KM0097.Superseded values are not recommended for survey control.
 KM0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0097.See file dsdata.txt to determine how the superseded data were derived.
 KM0097
 KM0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK917102(NAD 83)
 KM0097_MARKER: DB = BENCH MARK DISK
 KM0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KM0097_STAMPING: J-152 1934
 KM0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0097+STABILITY: SURFACE MOTION
 KM0097
 KM0097  HISTORY     - Date     Condition        Report By
 KM0097  HISTORY     - 1934     MONUMENTED       CGS
 KM0097  HISTORY     - 1964     GOOD             USGS
 KM0097  HISTORY     - 1984     MARK NOT FOUND   NGS
 KM0097
 KM0097                          STATION DESCRIPTION
 KM0097
 KM0097'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 KM0097'20.4 MI S FROM RANGELY.
 KM0097'FROM RANGELY P.O. 0.8 MI. E. ALONG COLO. 64, THENCE 19.6 MI. S. ALONG
 KM0097'THE DOUGLAS PASS RD. TO THE JCT. OF THE HWY. AND THE OLD RD. THENCE
 KM0097'ALONG THE OLD RD. 0.3 MI., IN A FLAT AREA CUPPED BY THE HILLS, 27 FT.
 KM0097'N.W. OF CL OLD RD. AND 412 FT. N.W. CL HWY., STD. TAB. IN CONC POST
 KM0097'PROJ. 4 IN., STAMPED J-152 1934.
 KM0097
 KM0097                          STATION RECOVERY (1984)
 KM0097
 KM0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KM0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0058 ***********************************************************************
 KM0058  DESIGNATION -  J 153
 KM0058  PID         -  KM0058
 KM0058  STATE/COUNTY-  CO/MESA
 KM0058  USGS QUAD   -  MACK (1973)
 KM0058
 KM0058                         *CURRENT SURVEY CONTROL
 KM0058  ___________________________________________________________________
 KM0058* NAD 83(1986)-  39 13 20.     (N)    108 48 46.     (W)     SCALED    
 KM0058* NAVD 88     -      1395.287  (meters)    4577.70   (feet)  ADJUSTED  
 KM0058  ___________________________________________________________________
 KM0058  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 KM0058  DYNAMIC HT  -        1393.962 (meters)    4573.36  (feet)  COMP
 KM0058  MODELED GRAV-     979,629.4   (mgal)                       NAVD 88
 KM0058
 KM0058  VERT ORDER  -  FIRST     CLASS II
 KM0058
 KM0058.The horizontal coordinates were scaled from a topographic map and have
 KM0058.an estimated accuracy of +/- 6 seconds.
 KM0058
 KM0058.The orthometric height was determined by differential leveling
 KM0058.and adjusted by the National Geodetic Survey in June 1991..
 KM0058.WARNING-Repeat measurements at this control monument indicate possible
 KM0058.vertical movement.
 KM0058
 KM0058.The geoid height was determined by GEOID03.
 KM0058
 KM0058.The dynamic height is computed by dividing the NAVD 88
 KM0058.geopotential number by the normal gravity value computed on the
 KM0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0058.degrees latitude (g = 980.6199 gals.).
 KM0058
 KM0058.The modeled gravity was interpolated from observed gravity values.
 KM0058
 KM0058;                    North         East    Units  Estimated Accuracy
 KM0058;SPC CO C     -   464,190.      628,410.      MT  (+/- 180 meters Scaled)
 KM0058
 KM0058                          SUPERSEDED SURVEY CONTROL
 KM0058
 KM0058  NGVD 29 (??/??/92) 1394.288  (m)         4574.43   (f) ADJ UNCH    1 2
 KM0058
 KM0058.Superseded values are not recommended for survey control.
 KM0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0058.See file dsdata.txt to determine how the superseded data were derived.
 KM0058
 KM0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ888437(NAD 83)
 KM0058_MARKER: DB = BENCH MARK DISK
 KM0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KM0058_STAMPING: J-153 1934
 KM0058_MARK LOGO: CGS   
 KM0058_PROJECTION: PROJECTING 5 CENTIMETERS
 KM0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0058+STABILITY: SURFACE MOTION
 KM0058_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KM0058+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2005
 KM0058
 KM0058  HISTORY     - Date     Condition        Report By
 KM0058  HISTORY     - 1934     MONUMENTED       CGS
 KM0058  HISTORY     - 1984     GOOD             NGS
 KM0058  HISTORY     - 20050604 GOOD             GEOCAC
 KM0058
 KM0058                          STATION DESCRIPTION
 KM0058
 KM0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KM0058'1.6 MI N FROM LOMA.
 KM0058'1.6 MILES NORTH OF LOMA SCHOOL, ALONG STATE HWY. 139.  AT SUMMIT OF
 KM0058'SMALL HILL.  75 FEET SOUTHEAST OF SOUTHEAST CORNER OF SMALL SQUARE
 KM0058'RANCH HOUSE WITH CLUMP OF COTTONWOOD TREES ON SOUTH SIDE.  47 FEET
 KM0058'WEST OF TELEPHONE POLE NO. L9-50RS.  45 FEET NORTH OF CENTERLINE OF
 KM0058'CROSS ROAD.  22 FEET WEST OF CENTERLINE OF STATE HWY. 139.  9 FEET
 KM0058'NORTH OF SOUTHEAST FENCE CORNER.  1 FOOT EAST OF FENCE.  TABLET SET IN
 KM0058'PRECAST CONCRETE POST.
 KM0058
 KM0058                          STATION RECOVERY (1984)
 KM0058
 KM0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KM0058'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  2.8 KM (1.75
 KM0058'MI) NORTHERLY ALONG STATE HIGHWAY 139 FROM THE POST OFFICE IN LOMA,
 KM0058'22.9 M (75.1 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE FRAME
 KM0058'HOUSE, 14.0 M (45.9 FT) NORTH OF THE CENTERLINE OF COUNTY ROAD O, 7.0
 KM0058'M (23.0 FT) NORTH-NORTHEAST OF AN ORANGE PIPE, AND 2.0 M (6.6 FT)
 KM0058'NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE IRRIGATION DITCH.
 KM0058'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 KM0058
 KM0058                          STATION RECOVERY (2005)
 KM0058
 KM0058'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0120 ***********************************************************************
 LN0120  DESIGNATION -  J 154
 LN0120  PID         -  LN0120
 LN0120  STATE/COUNTY-  CO/RIO BLANCO
 LN0120  USGS QUAD   -  DIVIDE CREEK (1962)
 LN0120
 LN0120                         *CURRENT SURVEY CONTROL
 LN0120  ___________________________________________________________________
 LN0120* NAD 83(1986)-  40 13 16.     (N)    108 31 27.     (W)     SCALED    
 LN0120* NAVD 88     -      1700.979  (meters)    5580.63   (feet)  ADJUSTED  
 LN0120  ___________________________________________________________________
 LN0120  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 LN0120  DYNAMIC HT  -        1699.380 (meters)    5575.38  (feet)  COMP
 LN0120  MODELED GRAV-     979,626.1   (mgal)                       NAVD 88
 LN0120
 LN0120  VERT ORDER  -  SECOND    CLASS 0
 LN0120
 LN0120.The horizontal coordinates were scaled from a topographic map and have
 LN0120.an estimated accuracy of +/- 6 seconds.
 LN0120
 LN0120.The orthometric height was determined by differential leveling
 LN0120.and adjusted by the National Geodetic Survey in June 1991..
 LN0120
 LN0120.The geoid height was determined by GEOID03.
 LN0120
 LN0120.The dynamic height is computed by dividing the NAVD 88
 LN0120.geopotential number by the normal gravity value computed on the
 LN0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0120.degrees latitude (g = 980.6199 gals.).
 LN0120
 LN0120.The modeled gravity was interpolated from observed gravity values.
 LN0120
 LN0120;                    North         East    Units  Estimated Accuracy
 LN0120;SPC CO N     -   407,760.      657,050.      MT  (+/- 180 meters Scaled)
 LN0120
 LN0120                          SUPERSEDED SURVEY CONTROL
 LN0120
 LN0120  NGVD 29 (??/??/92) 1699.728  (m)         5576.52   (f) ADJ UNCH    2 0
 LN0120
 LN0120.Superseded values are not recommended for survey control.
 LN0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0120.See file dsdata.txt to determine how the superseded data were derived.
 LN0120
 LN0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK106552(NAD 83)
 LN0120_MARKER: DB = BENCH MARK DISK
 LN0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0120_STAMPING: J-154 1934
 LN0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0120+STABILITY: SURFACE MOTION
 LN0120
 LN0120  HISTORY     - Date     Condition        Report By
 LN0120  HISTORY     - 1934     MONUMENTED       CGS
 LN0120
 LN0120                          STATION DESCRIPTION
 LN0120
 LN0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0120'7.0 MI SE FROM MASSADONA.
 LN0120'7.0 MILES SOUTHEAST OF MASSADONA B.M. ALONG WOLF CREEK RD.  AT MOUTH
 LN0120'OF SMALL VALLEY COMING IN FROM NORTH BETWEEN TWO POINTS OF MESA.  90
 LN0120'FEET WEST OF SMALL WASH.  24 FEET SOUTH OF CENTERLINE OF WOLF CREEK
 LN0120'RD.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0475 ***********************************************************************
 LM0475  DESIGNATION -  J 155
 LM0475  PID         -  LM0475
 LM0475  STATE/COUNTY-  CO/RIO BLANCO
 LM0475  USGS QUAD   -  MEEKER (1966)
 LM0475
 LM0475                         *CURRENT SURVEY CONTROL
 LM0475  ___________________________________________________________________
 LM0475* NAD 83(1986)-  40 02 14.     (N)    107 54 21.     (W)     SCALED    
 LM0475* NAVD 88     -      1899.667  (meters)    6232.49   (feet)  ADJUSTED  
 LM0475  ___________________________________________________________________
 LM0475  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 LM0475  DYNAMIC HT  -        1897.744 (meters)    6226.18  (feet)  COMP
 LM0475  MODELED GRAV-     979,546.9   (mgal)                       NAVD 88
 LM0475
 LM0475  VERT ORDER  -  SECOND    CLASS 0
 LM0475
 LM0475.The horizontal coordinates were scaled from a topographic map and have
 LM0475.an estimated accuracy of +/- 6 seconds.
 LM0475
 LM0475.The orthometric height was determined by differential leveling
 LM0475.and adjusted by the National Geodetic Survey in June 1991..
 LM0475.WARNING-Repeat measurements at this control monument indicate possible
 LM0475.vertical movement.
 LM0475
 LM0475.The geoid height was determined by GEOID03.
 LM0475
 LM0475.The dynamic height is computed by dividing the NAVD 88
 LM0475.geopotential number by the normal gravity value computed on the
 LM0475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0475.degrees latitude (g = 980.6199 gals.).
 LM0475
 LM0475.The modeled gravity was interpolated from observed gravity values.
 LM0475
 LM0475;                    North         East    Units  Estimated Accuracy
 LM0475;SPC CO N     -   385,740.      709,100.      MT  (+/- 180 meters Scaled)
 LM0475
 LM0475                          SUPERSEDED SURVEY CONTROL
 LM0475
 LM0475  NGVD 29 (??/??/92) 1898.366  (m)         6228.22   (f) ADJ UNCH    2 0
 LM0475
 LM0475.Superseded values are not recommended for survey control.
 LM0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0475.See file dsdata.txt to determine how the superseded data were derived.
 LM0475
 LM0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE520359(NAD 83)
 LM0475_MARKER: DB = BENCH MARK DISK
 LM0475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0475_SP_SET: CULVERT
 LM0475_STAMPING: J 155 1934
 LM0475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0475
 LM0475  HISTORY     - Date     Condition        Report By
 LM0475  HISTORY     - 1934     MONUMENTED       CGS
 LM0475  HISTORY     - 1966     GOOD             NGS
 LM0475
 LM0475                          STATION DESCRIPTION
 LM0475
 LM0475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 LM0475'IN MEEKER.
 LM0475'0.4 MILE EAST ALONG STATE HIGHWAY 13 FROM THE FIRE STATION IN MEEKER,
 LM0475'IN THE TOP OF THE WEST END OF THE SOUTH HEAD WALL OF A HEAD WALL FOR
 LM0475'18-INCH PIPE CULVERT, 33 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 LM0475'31 FEET WEST OF THE CENTER LINE OF FIRST STREET, 9 FEET NORTHEAST OF
 LM0475'THE NORTHEAST CORNER OF A LOG CABIN AT THE RUSTIC MOTEL AND ABOUT 3
 LM0475'1/2 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0499 ***********************************************************************
 KL0499  DESIGNATION -  J 156
 KL0499  PID         -  KL0499
 KL0499  STATE/COUNTY-  CO/PITKIN
 KL0499  USGS QUAD   -  MOUNT SOPRIS (1987)
 KL0499
 KL0499                         *CURRENT SURVEY CONTROL
 KL0499  ___________________________________________________________________
 KL0499* NAD 83(1986)-  39 17 10.     (N)    107 13 08.     (W)     SCALED    
 KL0499* NAVD 88     -      2004.776  (meters)    6577.34   (feet)  ADJUSTED  
 KL0499  ___________________________________________________________________
 KL0499  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 KL0499  DYNAMIC HT  -        2002.395 (meters)    6569.52  (feet)  COMP
 KL0499  MODELED GRAV-     979,370.3   (mgal)                       NAVD 88
 KL0499
 KL0499  VERT ORDER  -  SECOND    CLASS 0
 KL0499
 KL0499.The horizontal coordinates were scaled from a topographic map and have
 KL0499.an estimated accuracy of +/- 6 seconds.
 KL0499
 KL0499.The orthometric height was determined by differential leveling
 KL0499.and adjusted by the National Geodetic Survey in June 1991..
 KL0499
 KL0499.The geoid height was determined by GEOID03.
 KL0499
 KL0499.The dynamic height is computed by dividing the NAVD 88
 KL0499.geopotential number by the normal gravity value computed on the
 KL0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0499.degrees latitude (g = 980.6199 gals.).
 KL0499
 KL0499.The modeled gravity was interpolated from observed gravity values.
 KL0499
 KL0499;                    North         East    Units  Estimated Accuracy
 KL0499;SPC CO C     -   467,470.      766,120.      MT  (+/- 180 meters Scaled)
 KL0499
 KL0499                          SUPERSEDED SURVEY CONTROL
 KL0499
 KL0499  NGVD 29 (??/??/92) 2003.249  (m)         6572.33   (f) ADJ UNCH    2 0
 KL0499
 KL0499.Superseded values are not recommended for survey control.
 KL0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0499.See file dsdata.txt to determine how the superseded data were derived.
 KL0499
 KL0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD086508(NAD 83)
 KL0499_MARKER: DB = BENCH MARK DISK
 KL0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0499_STAMPING: J 156 1934
 KL0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0499+STABILITY: SURFACE MOTION
 KL0499
 KL0499  HISTORY     - Date     Condition        Report By
 KL0499  HISTORY     - 1934     MONUMENTED       CGS
 KL0499  HISTORY     - 1960     MARK NOT FOUND   USGS
 KL0499
 KL0499                          STATION DESCRIPTION
 KL0499
 KL0499'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 KL0499'8.7 MI S FROM CARBONDALE.
 KL0499'IN PITKIN COUNTY, 8.7 MILES SOUTH ALONG THE OLD ROADBED OF THE
 KL0499'ABANDONED CRYSTAL RIVER AND SAN JUAN RAILROAD FROM THE STATION AT
 KL0499'CARBONDALE, GARFIELD COUNTY, 78 FEET NORTH OF THE CENTER OF A
 KL0499'PRIVATE-ROAD BRIDGE OVER CRYSTAL RIVER, 66 FEET NORTHWEST OF THE
 KL0499'NORTHWEST CORNER OF THE O.F. JOHNSON HOUSE IN 1934, 27 FEET WEST OF
 KL0499'THE PROPERTY FENCE, 23 FEET EAST OF THE CENTERLINE OF THE OLD ROADBED,
 KL0499'AND 6 FEET SOUTHWEST OF POLE 250.  A STANDARD DISK, STAMPED J 156 1934
 KL0499'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- RAILROAD WAS
 KL0499'DISMANTLED.  LOCAL RESIDENT ON PROPERTY HAS NOT SEEN IT IN 15 YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0263 ***********************************************************************
 JL0263  DESIGNATION -  J 157
 JL0263  PID         -  JL0263
 JL0263  STATE/COUNTY-  CO/GUNNISON
 JL0263  USGS QUAD   -  PAONIA RESERVOIR (1964)
 JL0263
 JL0263                         *CURRENT SURVEY CONTROL
 JL0263  ___________________________________________________________________
 JL0263* NAD 83(1986)-  38 57 18.     (N)    107 16 20.     (W)     SCALED    
 JL0263* NAVD 88     -      2061.995  (meters)    6765.06   (feet)  ADJUSTED  
 JL0263  ___________________________________________________________________
 JL0263  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 JL0263  DYNAMIC HT  -        2059.550 (meters)    6757.04  (feet)  COMP
 JL0263  MODELED GRAV-     979,369.9   (mgal)                       NAVD 88
 JL0263
 JL0263  VERT ORDER  -  SECOND    CLASS 0
 JL0263
 JL0263.The horizontal coordinates were scaled from a topographic map and have
 JL0263.an estimated accuracy of +/- 6 seconds.
 JL0263
 JL0263.The orthometric height was determined by differential leveling
 JL0263.and adjusted by the National Geodetic Survey in June 1991..
 JL0263
 JL0263.The geoid height was determined by GEOID03.
 JL0263
 JL0263.The dynamic height is computed by dividing the NAVD 88
 JL0263.geopotential number by the normal gravity value computed on the
 JL0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0263.degrees latitude (g = 980.6199 gals.).
 JL0263
 JL0263.The modeled gravity was interpolated from observed gravity values.
 JL0263
 JL0263;                    North         East    Units  Estimated Accuracy
 JL0263;SPC CO C     -   430,810.      760,800.      MT  (+/- 180 meters Scaled)
 JL0263
 JL0263                          SUPERSEDED SURVEY CONTROL
 JL0263
 JL0263  NGVD 29 (??/??/92) 2060.446  (m)         6759.98   (f) ADJ UNCH    2 0
 JL0263
 JL0263.Superseded values are not recommended for survey control.
 JL0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0263.See file dsdata.txt to determine how the superseded data were derived.
 JL0263
 JL0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD031142(NAD 83)
 JL0263_MARKER: DB = BENCH MARK DISK
 JL0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0263_STAMPING: J 157 1934
 JL0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0263+STABILITY: SURFACE MOTION
 JL0263
 JL0263  HISTORY     - Date     Condition        Report By
 JL0263  HISTORY     - 1934     MONUMENTED       CGS
 JL0263  HISTORY     - 1964     GOOD             USGS
 JL0263
 JL0263                          STATION DESCRIPTION
 JL0263
 JL0263'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 JL0263'5.7 MI SE FROM BARDINE.
 JL0263'6.1 MILES ALONG STATE HIGHWAY 135 FROM ITS JUNCTION WITH STATE HIGHWAY
 JL0263'133, 0.3 MILE EAST OF THE WEST BOUNDARY OF GUNNISON NATIONAL FOREST,
 JL0263'90 YARDS NORTH OF THE NORTH END OF A BRIDGE OVER ANTHRACITE CREEK, AT
 JL0263'THE INTERSECTION OF A LANE LEADING TO THE ERICKSON RANCH, 30 FEET
 JL0263'NORTH OF THE CENTER OF THE GATEWAY TO THE RANCH, 50 FEET NORTHEAST OF
 JL0263'THE CENTERLINE OF THE HIGHWAY, 4.5 FEET SOUTHWEST OF A FENCE CORNER,
 JL0263'AND 3.5 FEET SOUTH OF THE FENCE PARALLELING THE HIGHWAY. A STANDARD
 JL0263'DISK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 JL0263'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0529 ***********************************************************************
 KL0529  DESIGNATION -  J 158
 KL0529  PID         -  KL0529
 KL0529  STATE/COUNTY-  CO/GARFIELD
 KL0529  USGS QUAD   -  CARBONDALE (1987)
 KL0529
 KL0529                         *CURRENT SURVEY CONTROL
 KL0529  ___________________________________________________________________
 KL0529* NAD 83(1986)-  39 23 57.     (N)    107 09 18.     (W)     SCALED    
 KL0529* NAVD 88     -      1913.410  (meters)    6277.58   (feet)  ADJUSTED  
 KL0529  ___________________________________________________________________
 KL0529  GEOID HEIGHT-         -14.70  (meters)                     GEOID03
 KL0529  DYNAMIC HT  -        1911.293 (meters)    6270.63  (feet)  COMP
 KL0529  MODELED GRAV-     979,453.4   (mgal)                       NAVD 88
 KL0529
 KL0529  VERT ORDER  -  SECOND    CLASS 0
 KL0529
 KL0529.The horizontal coordinates were scaled from a topographic map and have
 KL0529.an estimated accuracy of +/- 6 seconds.
 KL0529
 KL0529.The orthometric height was determined by differential leveling
 KL0529.and adjusted by the National Geodetic Survey in June 1991..
 KL0529
 KL0529.The geoid height was determined by GEOID03.
 KL0529
 KL0529.The dynamic height is computed by dividing the NAVD 88
 KL0529.geopotential number by the normal gravity value computed on the
 KL0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0529.degrees latitude (g = 980.6199 gals.).
 KL0529
 KL0529.The modeled gravity was interpolated from observed gravity values.
 KL0529
 KL0529;                    North         East    Units  Estimated Accuracy
 KL0529;SPC CO C     -   479,920.      771,860.      MT  (+/- 180 meters Scaled)
 KL0529
 KL0529                          SUPERSEDED SURVEY CONTROL
 KL0529
 KL0529  NGVD 29 (??/??/92) 1912.044  (m)         6273.10   (f) ADJ UNCH    2 0
 KL0529
 KL0529.Superseded values are not recommended for survey control.
 KL0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0529.See file dsdata.txt to determine how the superseded data were derived.
 KL0529
 KL0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD144632(NAD 83)
 KL0529_MARKER: DB = BENCH MARK DISK
 KL0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0529_STAMPING: J 158 1934
 KL0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0529+STABILITY: SURFACE MOTION
 KL0529
 KL0529  HISTORY     - Date     Condition        Report By
 KL0529  HISTORY     - 1934     MONUMENTED       CGS
 KL0529
 KL0529                          STATION DESCRIPTION
 KL0529
 KL0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KL0529'3.3 MI SE FROM CARBONDALE.
 KL0529'3.3 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KL0529'FROM THE STATION AT CARBONDALE, GARFIELD COUNTY, 8 FEET WEST OF THE
 KL0529'STATION SIGN AT ADNAW, 215 FEET EAST OF THE WEST SWITCH OF THE SIDING
 KL0529'AT ADNAW, 198 FEET EAST OF MILEPOST 376, 72 FEET SOUTH OF THE
 KL0529'CENTERLINE OF THE ROAD LEADING NORTH ACROSS ROARING FORK, 18 FEET
 KL0529'SOUTH OF THE CENTERLINE OF THE TRACK, AND 15 FEET NORTH OF A FENCE. A
 KL0529'STANDARD DISK, STAMPED J 158 1934 AND SET IN THE TOP OF A CONCRETE
 KL0529'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0289 ***********************************************************************
 KL0289  DESIGNATION -  J 159
 KL0289  PID         -  KL0289
 KL0289  STATE/COUNTY-  CO/PITKIN
 KL0289  USGS QUAD   -  THIMBLE ROCK (1987)
 KL0289
 KL0289                         *CURRENT SURVEY CONTROL
 KL0289  ___________________________________________________________________
 KL0289* NAD 83(1986)-  39 07 35.     (N)    106 40 20.     (W)     SCALED    
 KL0289* NAVD 88     -      3079.787  (meters)   10104.27   (feet)  ADJUSTED  
 KL0289  ___________________________________________________________________
 KL0289  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 KL0289  DYNAMIC HT  -        3075.515 (meters)   10090.25  (feet)  COMP
 KL0289  MODELED GRAV-     979,129.2   (mgal)                       NAVD 88
 KL0289
 KL0289  VERT ORDER  -  SECOND    CLASS 0
 KL0289
 KL0289.The horizontal coordinates were scaled from a topographic map and have
 KL0289.an estimated accuracy of +/- 6 seconds.
 KL0289
 KL0289.The orthometric height was determined by differential leveling
 KL0289.and adjusted by the National Geodetic Survey in June 1991..
 KL0289
 KL0289.The geoid height was determined by GEOID03.
 KL0289
 KL0289.The dynamic height is computed by dividing the NAVD 88
 KL0289.geopotential number by the normal gravity value computed on the
 KL0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0289.degrees latitude (g = 980.6199 gals.).
 KL0289
 KL0289.The modeled gravity was interpolated from observed gravity values.
 KL0289
 KL0289;                    North         East    Units  Estimated Accuracy
 KL0289;SPC CO C     -   448,990.      813,050.      MT  (+/- 180 meters Scaled)
 KL0289
 KL0289                          SUPERSEDED SURVEY CONTROL
 KL0289
 KL0289  NGVD 29 (??/??/92) 3077.852  (m)        10097.92   (f) ADJ UNCH    2 0
 KL0289
 KL0289.Superseded values are not recommended for survey control.
 KL0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0289.See file dsdata.txt to determine how the superseded data were derived.
 KL0289
 KL0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD554321(NAD 83)
 KL0289_MARKER: DB = BENCH MARK DISK
 KL0289_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KL0289_SP_SET: CULVERT
 KL0289_STAMPING: J 159 1934
 KL0289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0289
 KL0289  HISTORY     - Date     Condition        Report By
 KL0289  HISTORY     - 1934     MONUMENTED       CGS
 KL0289  HISTORY     - 19950817 MARK NOT FOUND   USPSQD
 KL0289
 KL0289                          STATION DESCRIPTION
 KL0289
 KL0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KL0289'8.5 MI W FROM INDEPENDENCE PASS.
 KL0289'IN PITKIN COUNTY, 8.5 MILES WEST ALONG STATE HIGHWAY 82 FROM BENCH
 KL0289'MARK E 159 AT INDEPENDENCE PASS, LAKE COUNTY, 1 MILE NORTHEAST OF THE
 KL0289'ROAD LEADING TO THE WEST PORTAL OF TWIN LAKES TUNNEL, 600 FEET WEST OF
 KL0289'A ROCKY POINT, 84 FEET SOUTHWEST OF POLE 1518, AT A CULVERT, IN THE
 KL0289'NORTH CONCRETE HEADWALL, AND 13.5 FEET NORTH OF THE CENTERLINE OF THE
 KL0289'HIGHWAY.  A STANDARD DISK, STAMPED J 159 1934.
 KL0289
 KL0289                          STATION RECOVERY (1995)
 KL0289
 KL0289'RECOVERY NOTE BY US POWER SQUADRON 1995
 KL0289'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0142 ***********************************************************************
 LK0142  DESIGNATION -  J 16
 LK0142  PID         -  LK0142
 LK0142  STATE/COUNTY-  CO/LOGAN
 LK0142  USGS QUAD   -  PROCTOR (1984)
 LK0142
 LK0142                         *CURRENT SURVEY CONTROL
 LK0142  ___________________________________________________________________
 LK0142* NAD 83(1986)-  40 49 20.     (N)    102 54 12.     (W)     SCALED    
 LK0142* NAVD 88     -      1144.985  (meters)    3756.51   (feet)  ADJUSTED  
 LK0142  ___________________________________________________________________
 LK0142  GEOID HEIGHT-         -19.96  (meters)                     GEOID03
 LK0142  DYNAMIC HT  -        1144.177 (meters)    3753.85  (feet)  COMP
 LK0142  MODELED GRAV-     979,879.3   (mgal)                       NAVD 88
 LK0142
 LK0142  VERT ORDER  -  FIRST     CLASS II
 LK0142
 LK0142.The horizontal coordinates were scaled from a topographic map and have
 LK0142.an estimated accuracy of +/- 6 seconds.
 LK0142
 LK0142.The orthometric height was determined by differential leveling
 LK0142.and adjusted by the National Geodetic Survey in June 1991..
 LK0142
 LK0142.The geoid height was determined by GEOID03.
 LK0142
 LK0142.The dynamic height is computed by dividing the NAVD 88
 LK0142.geopotential number by the normal gravity value computed on the
 LK0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0142.degrees latitude (g = 980.6199 gals.).
 LK0142
 LK0142.The modeled gravity was interpolated from observed gravity values.
 LK0142
 LK0142;                    North         East    Units  Estimated Accuracy
 LK0142;SPC CO N     -   473,330.    1,133,430.      MT  (+/- 180 meters Scaled)
 LK0142
 LK0142                          SUPERSEDED SURVEY CONTROL
 LK0142
 LK0142  NGVD 29 (02/14/92) 1144.455  (m)         3754.77   (f) ADJUSTED    1 2
 LK0142
 LK0142.Superseded values are not recommended for survey control.
 LK0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0142.See file dsdata.txt to determine how the superseded data were derived.
 LK0142
 LK0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF768211(NAD 83)
 LK0142_MARKER: DB = BENCH MARK DISK
 LK0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0142_SP_SET: CONCRETE POST
 LK0142_STAMPING: J 16 1926 3754.766
 LK0142_MARK LOGO: CGS   
 LK0142_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LK0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0142+STABILITY: SURFACE MOTION
 LK0142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0142+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1995
 LK0142
 LK0142  HISTORY     - Date     Condition        Report By
 LK0142  HISTORY     - 1926     MONUMENTED       CGS
 LK0142  HISTORY     - 1941     GOOD             NGS
 LK0142  HISTORY     - 1986     GOOD             NGS
 LK0142  HISTORY     - 19950209 GOOD             MSAM
 LK0142
 LK0142                          STATION DESCRIPTION
 LK0142
 LK0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LK0142'6 MI SW FROM CROOK.
 LK0142'ABOUT 6 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM CROOK,
 LK0142'3-1/2 POLES EAST OF MILEPOST 36, AT THE CROSSING OF A NORTH-AND-SOUTH
 LK0142'ROAD, 46.9 FEET SOUTH OF THE SOUTH RAIL, 32.8 FEET EAST OF THE ROAD,
 LK0142'33.5 FEET NORTH OF AN OLD HIGHWAY, AND 2.3 FEET EAST OF A POINT 1.7
 LK0142'FEET NORTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED 3754.766 J
 LK0142'16 1926 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 LK0142'ABOVE GROUND.
 LK0142
 LK0142                          STATION RECOVERY (1986)
 LK0142
 LK0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LK0142'RECOVERED IN GOOD CONDITION.  THE 1941 DESCRIPTION IS ADEQUATE EXCEPT
 LK0142'ADD--1 BLOCK SOUTH ALONG A DIRT STREET FROM THE POST OFFICE IN ILIFF,
 LK0142'0.3 METER (1 FT) NORTH OF A FENCE LINE.
 LK0142'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 LK0142
 LK0142                          STATION RECOVERY (1995)
 LK0142
 LK0142'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0142'THE MARK WAS RECOVERED IN GOOD CONDITION WITH A CHANGE TO THE 1941
 LK0142'DESCRIPTION.  THE NORTH-SOUTH ROAD NO LONGER CROSSES THE RAILROAD
 LK0142'TRACKS, IT LEADS NORTH FROM STATE HIGHWAY 138 ONLY, AS TO THE SOUTH
 LK0142'ARE PLOWED FIELDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0249 ***********************************************************************
 JL0249  DESIGNATION -  J 160
 JL0249  PID         -  JL0249
 JL0249  STATE/COUNTY-  CO/GUNNISON
 JL0249  USGS QUAD   -  GUNNISON (1970)
 JL0249
 JL0249                         *CURRENT SURVEY CONTROL
 JL0249  ___________________________________________________________________
 JL0249* NAD 83(1986)-  38 34 04.     (N)    106 55 18.     (W)     SCALED    
 JL0249* NAVD 88     -      2364.596  (meters)    7757.85   (feet)  ADJUSTED  
 JL0249  ___________________________________________________________________
 JL0249  GEOID HEIGHT-         -14.24  (meters)                     GEOID03
 JL0249  DYNAMIC HT  -        2361.721 (meters)    7748.41  (feet)  COMP
 JL0249  MODELED GRAV-     979,327.1   (mgal)                       NAVD 88
 JL0249
 JL0249  VERT ORDER  -  SECOND    CLASS 0
 JL0249
 JL0249.The horizontal coordinates were scaled from a topographic map and have
 JL0249.an estimated accuracy of +/- 6 seconds.
 JL0249
 JL0249.The orthometric height was determined by differential leveling
 JL0249.and adjusted by the National Geodetic Survey in June 1991..
 JL0249.WARNING-Repeat measurements at this control monument indicate possible
 JL0249.vertical movement.
 JL0249
 JL0249.The geoid height was determined by GEOID03.
 JL0249
 JL0249.The dynamic height is computed by dividing the NAVD 88
 JL0249.geopotential number by the normal gravity value computed on the
 JL0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0249.degrees latitude (g = 980.6199 gals.).
 JL0249
 JL0249.The modeled gravity was interpolated from observed gravity values.
 JL0249
 JL0249;                    North         East    Units  Estimated Accuracy
 JL0249;SPC CO C     -   387,300.      790,510.      MT  (+/- 180 meters Scaled)
 JL0249
 JL0249                          SUPERSEDED SURVEY CONTROL
 JL0249
 JL0249  NGVD 29 (??/??/92) 2363.067  (m)         7752.83   (f) ADJ UNCH    2 0
 JL0249
 JL0249.Superseded values are not recommended for survey control.
 JL0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0249.See file dsdata.txt to determine how the superseded data were derived.
 JL0249
 JL0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC325705(NAD 83)
 JL0249_MARKER: DB = BENCH MARK DISK
 JL0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0249_STAMPING: J 160 1934
 JL0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0249+STABILITY: SURFACE MOTION
 JL0249
 JL0249  HISTORY     - Date     Condition        Report By
 JL0249  HISTORY     - 1934     MONUMENTED       CGS
 JL0249  HISTORY     - 1954     MARK NOT FOUND   USGS
 JL0249
 JL0249                          STATION DESCRIPTION
 JL0249
 JL0249'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JL0249'2.0 MI NE FROM GUNNISON.
 JL0249'ABOUT 2 MILES NORTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 JL0249'RAILROAD FROM THE STATION AT GUNNISON, 0.2 MILE SOUTHWEST OF MILEPOST
 JL0249'D 291, 50 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 32 FEET EAST
 JL0249'OF THE CENTERLINE OF STATE HIGHWAY 135, 15.9 FEET SOUTH OF A TELEPHONE
 JL0249'POLE, 7 FEET NORTHWEST OF A WEST FENCE CORNER AND A POWERLINE POLE,
 JL0249'AND 6 FEET WEST OF THE HIGHWAY RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 JL0249'STAMPED J 160 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- AN
 JL0249'IRRIGATION CANAL HAS BEEN BUILT CLOSE BY.  THE MARK IS BELIEVED TO BE
 JL0249'WASHED AWAY OR MOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0037 ***********************************************************************
 HL0037  DESIGNATION -  J 161 RESET
 HL0037  PID         -  HL0037
 HL0037  STATE/COUNTY-  CO/SAGUACHE
 HL0037  USGS QUAD   -  LA GARITA (1968)
 HL0037
 HL0037                         *CURRENT SURVEY CONTROL
 HL0037  ___________________________________________________________________
 HL0037* NAD 83(1992)-  37 50 05.84692(N)    106 08 51.77064(W)     ADJUSTED  
 HL0037* NAVD 88     -      2326.61   (meters)    7633.2    (feet)  RESET     
 HL0037  ___________________________________________________________________
 HL0037  X           -  -1,403,230.712 (meters)                     COMP
 HL0037  Y           -  -4,846,455.328 (meters)                     COMP
 HL0037  Z           -   3,892,409.431 (meters)                     COMP
 HL0037  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 HL0037  ELLIP HEIGHT-        2310.38  (meters)          (12/03/02) GPS OBS
 HL0037  GEOID HEIGHT-         -16.19  (meters)                     GEOID03
 HL0037
 HL0037  HORZ ORDER  -  FIRST
 HL0037  VERT ORDER  -  THIRD
 HL0037  ELLP ORDER  -  FOURTH    CLASS II
 HL0037
 HL0037.The horizontal coordinates were established by GPS observations
 HL0037.and adjusted by the CO DEPT OF TRANSP in January 2002..
 HL0037
 HL0037.The orthometric height was computed from unverified reset data.
 HL0037.No vertical observational check was made to the station.
 HL0037
 HL0037.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HL0037
 HL0037.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0037
 HL0037.The ellipsoidal height was determined by GPS observations
 HL0037.and is referenced to NAD 83.
 HL0037
 HL0037.The geoid height was determined by GEOID03.
 HL0037
 HL0037;                    North         East     Units Scale Factor Converg.
 HL0037;SPC CO S     -   434,659.765   857,387.816   MT  0.99994540   -0 23 50.3
 HL0037;SPC CO S     - 1,426,046.25  2,812,946.53   sFT  0.99994540   -0 23 50.3
 HL0037;UTM  13      - 4,188,123.968   399,006.671   MT  0.99972563   -0 42 14.6
 HL0037
 HL0037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0037!SPC CO S     -   0.99963759  x   0.99994540  =   0.99958301
 HL0037!UTM  13      -   0.99963759  x   0.99972563  =   0.99936332
 HL0037
 HL0037                          SUPERSEDED SURVEY CONTROL
 HL0037
 HL0037  NGVD 29 (??/??/??) 2325.23   (m)         7628.7    (f) RESET       3  
 HL0037
 HL0037.Superseded values are not recommended for survey control.
 HL0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0037.See file dsdata.txt to determine how the superseded data were derived.
 HL0037
 HL0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB9900788124(NAD 83)
 HL0037_MARKER: DB = BENCH MARK DISK
 HL0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0037_STAMPING: J 161 RESET 1936
 HL0037_MARK LOGO: CGS   
 HL0037_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HL0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0037+STABILITY: SURFACE MOTION
 HL0037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HL0037+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2004
 HL0037
 HL0037  HISTORY     - Date     Condition        Report By
 HL0037  HISTORY     - 1936     MONUMENTED       CODH
 HL0037  HISTORY     - 20000215 GOOD             CODOT
 HL0037  HISTORY     - 20040505 GOOD             DUCKS
 HL0037
 HL0037                          STATION DESCRIPTION
 HL0037
 HL0037'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1936
 HL0037'17.3 MI N FROM MONTE VISTA.
 HL0037'IN SAGUACHE COUNTY, ABOUT 17.3 MILES NORTH ALONG U.S. HIGHWAY 285 FROM
 HL0037'THE JUNCTION OF U.S. HIGHWAY 160 AT MONTE VISTA, RIO GRANDE COUNTY,
 HL0037'ABOUT 0.4 MILE NORTH OF A RANCH HOUSE, AT THE INTERSECTION OF STATE
 HL0037'HIGHWAY 375, ABOUT 110 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 HL0037'BRIDGE OVER A CANAL, SOUTHWEST OF THE ROAD INTERSECTION, NORTHWEST OF
 HL0037'A CULVERT, AND 55 FEET WEST OF THE CENTER LINE OF THE HIGHWAY. A
 HL0037'STANDARD DISK, STAMPED J 161 RESET 1936 AND SET IN THE TOP OF A
 HL0037'CONCRETE POST.
 HL0037
 HL0037                          STATION RECOVERY (2000)
 HL0037
 HL0037'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2000 (RSC)
 HL0037'THE STATION IS LOCATED ABOUT 18 MI (29.0 KM) NORTH OF MONTE VISTA,
 HL0037'17.5 MI (28.2 KM) SOUTH OF SAGUACHE AND 6 MI (9.7 KM) NORTH OF THE
 HL0037'INTERSECTION OF U.  S.  HIGHWAY 285 AND STATE HIGHWAY 112, IN THE
 HL0037'NORTHEAST 1/4 OF SECTION 1, T 41 N, R 7 E, AT U.S.  HIGHWAY 285
 HL0037'MILEPOST 68.9.  OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION
 HL0037'RIGHT-OF-WAY
 HL0037'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 285 AND
 HL0037'STATE HIGHWAY 112 ABOUT 2 MI (3.2 KM) WEST OF CENTER, GO NORTH ON U.S.
 HL0037'HIGHWAY 285 FOR 6.0 MI (9.7 KM) TO THE STATION ON THE LEFT AT THE
 HL0037'SOUTHWEST CORNER OF THE INTERSECTION, COUNTY ROAD G
 HL0037'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 15 CM CONCRETE
 HL0037'POST PROJECTING 20 CM ABOVE THE GROUND.  IT IS 18.2 M (59.7 FT) SOUTH
 HL0037'FROM THE CENTER LINE OF COUNTY ROAD G, 16.8 M (55.1 FT) WEST FROM THE
 HL0037'CENTER LINE OF U.S.  HIGHWAY 285, 9.15 M (30.02 FT) WEST FROM THE
 HL0037'CENTER OF A 3-FOOT CONCRETE BOX CULVERT, 1.5 M (4.9 FT) WEST-NORTHWEST
 HL0037'FROM A TELEPHONE JUNCTION BOX NUMBER 1541, 1.45 M (4.76 FT) NORTHWEST
 HL0037'FROM A FENCE CORNER, 1.3 M (4.3 FT) SOUTHWEST FROM A FAP RIGHT-OF-WAY
 HL0037'MARKER THAT LEANS TO THE WEST A BIT, 0.95 M (3.12 FT) NORTH FROM A
 HL0037'WITNESS POST AND ABOUT 1.5 M (4.9 FT) BELOW THE HIGHWAY.
 HL0037
 HL0037                          STATION RECOVERY (2004)
 HL0037
 HL0037'RECOVERY NOTE BY DUCKS UNLIMITED 2004 (GLJ)
 HL0037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0008 ***********************************************************************
 HL0008  DESIGNATION -  J 163
 HL0008  PID         -  HL0008
 HL0008  STATE/COUNTY-  CO/RIO GRANDE
 HL0008  USGS QUAD   -  MONTE VISTA (1964)
 HL0008
 HL0008                         *CURRENT SURVEY CONTROL
 HL0008  ___________________________________________________________________
 HL0008* NAD 83(1986)-  37 34 46.     (N)    106 08 51.     (W)     SCALED    
 HL0008* NAVD 88     -      2337.107  (meters)    7667.66   (feet)  ADJUSTED  
 HL0008  ___________________________________________________________________
 HL0008  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 HL0008  DYNAMIC HT  -        2334.016 (meters)    7657.52  (feet)  COMP
 HL0008  MODELED GRAV-     979,223.8   (mgal)                       NAVD 88
 HL0008
 HL0008  VERT ORDER  -  SECOND    CLASS 0
 HL0008
 HL0008.The horizontal coordinates were scaled from a topographic map and have
 HL0008.an estimated accuracy of +/- 6 seconds.
 HL0008
 HL0008.The orthometric height was determined by differential leveling
 HL0008.and adjusted by the National Geodetic Survey in June 1991..
 HL0008
 HL0008.The geoid height was determined by GEOID03.
 HL0008
 HL0008.The dynamic height is computed by dividing the NAVD 88
 HL0008.geopotential number by the normal gravity value computed on the
 HL0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0008.degrees latitude (g = 980.6199 gals.).
 HL0008
 HL0008.The modeled gravity was interpolated from observed gravity values.
 HL0008
 HL0008;                    North         East    Units  Estimated Accuracy
 HL0008;SPC CO S     -   406,300.      857,210.      MT  (+/- 180 meters Scaled)
 HL0008
 HL0008                          SUPERSEDED SURVEY CONTROL
 HL0008
 HL0008  NGVD 29 (??/??/92) 2335.719  (m)         7663.10   (f) ADJ UNCH    2 0
 HL0008
 HL0008.Superseded values are not recommended for survey control.
 HL0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0008.See file dsdata.txt to determine how the superseded data were derived.
 HL0008
 HL0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB986597(NAD 83)
 HL0008_MARKER: DB = BENCH MARK DISK
 HL0008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HL0008_SP_SET: PORCH
 HL0008_STAMPING: J 163 1934
 HL0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0008
 HL0008  HISTORY     - Date     Condition        Report By
 HL0008  HISTORY     - 1934     MONUMENTED       CGS
 HL0008  HISTORY     - 1938     GOOD             NGS
 HL0008
 HL0008                          STATION DESCRIPTION
 HL0008
 HL0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HL0008'IN MONTE VISTA.
 HL0008'AT MONTE VISTA, RIO GRANDE COUNTY, AT THE POST OFFICE, IN THE TOP OF
 HL0008'THE SOUTHWEST CORNER OF THE POST-OFFICE PORCH, 16 FEET SOUTHWEST OF
 HL0008'THE SOUTH ENTRANCE DOOR, 18 FEET NORTH OF THE SOUTHWEST CORNER OF THE
 HL0008'BUILDING, 8 INCHES EAST OF THE WEST EDGE OF THE PORCH, 8 INCHES FROM
 HL0008'THE SOUTHWEST CORNER OF THE SOUTH PORCH PILLAR, AND 3.1 FEET ABOVE
 HL0008'GROUND.  A STANDARD DISK, STAMPED J 163 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0588 ***********************************************************************
 KK0588  DESIGNATION -  J 164
 KK0588  PID         -  KK0588
 KK0588  STATE/COUNTY-  CO/GILPIN
 KK0588  USGS QUAD   -  TUNGSTEN (1972)
 KK0588
 KK0588                         *CURRENT SURVEY CONTROL
 KK0588  ___________________________________________________________________
 KK0588* NAD 83(1986)-  39 53 14.     (N)    105 28 52.     (W)     SCALED    
 KK0588* NAVD 88     -      2698.118  (meters)    8852.08   (feet)  ADJUSTED  
 KK0588  ___________________________________________________________________
 KK0588  GEOID HEIGHT-         -13.49  (meters)                     GEOID03
 KK0588  DYNAMIC HT  -        2695.050 (meters)    8842.01  (feet)  COMP
 KK0588  MODELED GRAV-     979,390.7   (mgal)                       NAVD 88
 KK0588
 KK0588  VERT ORDER  -  SECOND    CLASS 0
 KK0588
 KK0588.The horizontal coordinates were scaled from a topographic map and have
 KK0588.an estimated accuracy of +/- 6 seconds.
 KK0588
 KK0588.The orthometric height was determined by differential leveling
 KK0588.and adjusted by the National Geodetic Survey in June 1991..
 KK0588
 KK0588.The geoid height was determined by GEOID03.
 KK0588
 KK0588.The dynamic height is computed by dividing the NAVD 88
 KK0588.geopotential number by the normal gravity value computed on the
 KK0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0588.degrees latitude (g = 980.6199 gals.).
 KK0588
 KK0588.The modeled gravity was interpolated from observed gravity values.
 KK0588
 KK0588;                    North         East    Units  Estimated Accuracy
 KK0588;SPC CO N     -   366,300.      916,020.      MT  (+/- 180 meters Scaled)
 KK0588
 KK0588                          SUPERSEDED SURVEY CONTROL
 KK0588
 KK0588  NGVD 29 (??/??/92) 2696.708  (m)         8847.45   (f) ADJ UNCH    2 0
 KK0588
 KK0588.Superseded values are not recommended for survey control.
 KK0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0588.See file dsdata.txt to determine how the superseded data were derived.
 KK0588
 KK0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE588153(NAD 83)
 KK0588_MARKER: DB = BENCH MARK DISK
 KK0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0588_STAMPING: J 164 1934
 KK0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0588+STABILITY: SURFACE MOTION
 KK0588
 KK0588  HISTORY     - Date     Condition        Report By
 KK0588  HISTORY     - 1934     MONUMENTED       CGS
 KK0588  HISTORY     - 1940     GOOD             NGS
 KK0588
 KK0588                          STATION DESCRIPTION
 KK0588
 KK0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0588'2.5 MI S FROM ROLLINSVILLE.
 KK0588'2.5 MILES SOUTH ALONG STATE HIGHWAY 119 FROM THE DENVER AND SALT
 KK0588'LAKE RAILWAY STATION AT ROLLINSVILLE, GILPIN COUNTY, THENCE 0.5
 KK0588'MILE NORTHWEST ALONG A ROAD LEADING TO THE MORGAN RANCH, 305 FEET
 KK0588'NORTHWEST OF A SMALL CREEK, 61 FEET NORTH OF THE CENTER OF THE
 KK0588'JUNCTION OF A SIDE ROAD, 104 FEET EAST OF THE SOUTHEAST CORNER OF
 KK0588'THE RANCH HOUSE, 4.0 FEET NORTH OF THE PROLONGATION OF THE SOUTH
 KK0588'SIDE OF THE HOUSE, AND 18 FEET NORTHEAST OF THE CENTERLINE OF THE
 KK0588'ROAD.  A STANDARD DISK, STAMPED J 164 1934 AND SET IN THE TOP OF A
 KK0588'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 KK0588
 KK0588                          STATION RECOVERY (1940)
 KK0588
 KK0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 KK0588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0626 ***********************************************************************
 KK0626  DESIGNATION -  J 165
 KK0626  PID         -  KK0626
 KK0626  STATE/COUNTY-  CO/JEFFERSON
 KK0626  USGS QUAD   -  RALSTON BUTTES (1965)
 KK0626
 KK0626                         *CURRENT SURVEY CONTROL
 KK0626  ___________________________________________________________________
 KK0626* NAD 83(1986)-  39 51 31.     (N)    105 15 37.     (W)     SCALED    
 KK0626* NAVD 88     -      1913.140  (meters)    6276.69   (feet)  ADJUSTED  
 KK0626  ___________________________________________________________________
 KK0626  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 KK0626  DYNAMIC HT  -        1911.176 (meters)    6270.25  (feet)  COMP
 KK0626  MODELED GRAV-     979,531.9   (mgal)                       NAVD 88
 KK0626
 KK0626  VERT ORDER  -  SECOND    CLASS 0
 KK0626
 KK0626.The horizontal coordinates were scaled from a topographic map and have
 KK0626.an estimated accuracy of +/- 6 seconds.
 KK0626
 KK0626.The orthometric height was determined by differential leveling
 KK0626.and adjusted by the National Geodetic Survey in June 1991..
 KK0626
 KK0626.The geoid height was determined by GEOID03.
 KK0626
 KK0626.The dynamic height is computed by dividing the NAVD 88
 KK0626.geopotential number by the normal gravity value computed on the
 KK0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0626.degrees latitude (g = 980.6199 gals.).
 KK0626
 KK0626.The modeled gravity was interpolated from observed gravity values.
 KK0626
 KK0626;                    North         East    Units  Estimated Accuracy
 KK0626;SPC CO C     -   529,660.      934,920.      MT  (+/- 180 meters Scaled)
 KK0626
 KK0626                          SUPERSEDED SURVEY CONTROL
 KK0626
 KK0626  NGVD 29 (??/??/92) 1911.938  (m)         6272.75   (f) ADJ UNCH    2 0
 KK0626
 KK0626.Superseded values are not recommended for survey control.
 KK0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0626.See file dsdata.txt to determine how the superseded data were derived.
 KK0626
 KK0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE777120(NAD 83)
 KK0626_MARKER: DB = BENCH MARK DISK
 KK0626_SETTING: 80 = SET IN A BOULDER
 KK0626_STAMPING: J 165 1934
 KK0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0626+STABILITY: SURFACE MOTION
 KK0626
 KK0626  HISTORY     - Date     Condition        Report By
 KK0626  HISTORY     - 1934     MONUMENTED       CGS
 KK0626  HISTORY     - 1965     MARK NOT FOUND   NGS
 KK0626  HISTORY     - 1982     MARK NOT FOUND   NGS
 KK0626
 KK0626                          STATION DESCRIPTION
 KK0626
 KK0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0626'12 MI NW FROM ARVADA.
 KK0626'12.0 MILES NORTHWEST ALONG THE DENVER AND SALT LAKE RAILWAY FROM
 KK0626'ARVADA, JEFFERSON COUNTY, 105 FEET SOUTHEAST OF THE WEST END OF
 KK0626'THE SIDING AT ARENA, 84 FEET SOUTHEAST OF MILEPOST 19, 83 FEET
 KK0626'WEST OF THE CENTER OF A RAVINE, 81.2 FEET SOUTH OF THE CENTERLINE
 KK0626'OF THE TRACK, 20.2 FEET NORTH OF THE RIGHT-OF-WAY FENCE, IN
 KK0626'THE TOP OF A 3 BY 5 FOOT GRANITE BOULDER, AND 2 FEET ABOVE
 KK0626'GROUND.  A STANDARD DISK, STAMPED J 165 1934.
 KK0626
 KK0626                          STATION RECOVERY (1965)
 KK0626
 KK0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KK0626'MARK NOT FOUND.
 KK0626
 KK0626                          STATION RECOVERY (1982)
 KK0626
 KK0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0131 ***********************************************************************
 HM0131  DESIGNATION -  J 166
 HM0131  PID         -  HM0131
 HM0131  STATE/COUNTY-  CO/MONTEZUMA
 HM0131  USGS QUAD   -  PLEASANT VIEW (1994)
 HM0131
 HM0131                         *CURRENT SURVEY CONTROL
 HM0131  ___________________________________________________________________
 HM0131* NAD 83(1986)-  37 36 57.     (N)    108 46 25.     (W)     SCALED    
 HM0131* NAVD 88     -      2089.808  (meters)    6856.31   (feet)  ADJUSTED  
 HM0131  ___________________________________________________________________
 HM0131  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 HM0131  DYNAMIC HT  -        2087.186 (meters)    6847.71  (feet)  COMP
 HM0131  MODELED GRAV-     979,300.9   (mgal)                       NAVD 88
 HM0131
 HM0131  VERT ORDER  -  SECOND    CLASS 0
 HM0131
 HM0131.The horizontal coordinates were scaled from a topographic map and have
 HM0131.an estimated accuracy of +/- 6 seconds.
 HM0131
 HM0131.The orthometric height was determined by differential leveling
 HM0131.and adjusted by the National Geodetic Survey in June 1991..
 HM0131
 HM0131.The geoid height was determined by GEOID03.
 HM0131
 HM0131.The dynamic height is computed by dividing the NAVD 88
 HM0131.geopotential number by the normal gravity value computed on the
 HM0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0131.degrees latitude (g = 980.6199 gals.).
 HM0131
 HM0131.The modeled gravity was interpolated from observed gravity values.
 HM0131
 HM0131;                    North         East    Units  Estimated Accuracy
 HM0131;SPC CO S     -   415,210.      625,450.      MT  (+/- 180 meters Scaled)
 HM0131
 HM0131                          SUPERSEDED SURVEY CONTROL
 HM0131
 HM0131  NGVD 29 (??/??/92) 2088.596  (m)         6852.34   (f) ADJ UNCH    2 0
 HM0131
 HM0131.Superseded values are not recommended for survey control.
 HM0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0131.See file dsdata.txt to determine how the superseded data were derived.
 HM0131
 HM0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG964655(NAD 83)
 HM0131_MARKER: DB = BENCH MARK DISK
 HM0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0131_STAMPING: J 166 1934
 HM0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0131+STABILITY: SURFACE MOTION
 HM0131
 HM0131  HISTORY     - Date     Condition        Report By
 HM0131  HISTORY     - 1934     MONUMENTED       CGS
 HM0131  HISTORY     - 1966     GOOD             USGS
 HM0131
 HM0131                          STATION DESCRIPTION
 HM0131
 HM0131'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 HM0131'3.0 MI W FROM ACKMEN.
 HM0131'3.0 MILES N. ALONG HWY. 160 FROM THE PUBLIC SCHOOL AT ACKMEN. PLEASANT
 HM0131'VIEW, 1.1 MILES NORTH ALONG U.S. HWY. 160, THENCE 1.0 MILES NORTH
 HM0131'ALONG GRAVEL ROAD FROM THE POST OFFICE AT.  610 FT. SOUTH AND 31 FT.
 HM0131'EAST OF CENTER OF CROSSROADS, AT CORNER SECTIONS 19, 24, 25 AND 30,
 HM0131'T39N, R17-18W.  10 FT. NORTH CENTER OF GATE INTO FIELD.  IN CONCRETE
 HM0131'POST, STANDARD USC AND GS TABLET, STAMPED J 166, 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0951 ***********************************************************************
 KK0951  DESIGNATION -  J 167
 KK0951  PID         -  KK0951
 KK0951  STATE/COUNTY-  CO/PARK
 KK0951  USGS QUAD   -  FARNUM PEAK (1956)
 KK0951
 KK0951                         *CURRENT SURVEY CONTROL
 KK0951  ___________________________________________________________________
 KK0951* NAD 83(1986)-  39 13 00.     (N)    105 35 20.     (W)     SCALED    
 KK0951* NAVD 88     -      2695.890  (meters)    8844.77   (feet)  ADJUSTED  
 KK0951  ___________________________________________________________________
 KK0951  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 KK0951  DYNAMIC HT  -        2692.635 (meters)    8834.09  (feet)  COMP
 KK0951  MODELED GRAV-     979,321.5   (mgal)                       NAVD 88
 KK0951
 KK0951  VERT ORDER  -  SECOND    CLASS 0
 KK0951
 KK0951.The horizontal coordinates were scaled from a topographic map and have
 KK0951.an estimated accuracy of +/- 6 seconds.
 KK0951
 KK0951.The orthometric height was determined by differential leveling
 KK0951.and adjusted by the National Geodetic Survey in June 1991..
 KK0951
 KK0951.The geoid height was determined by GEOID03.
 KK0951
 KK0951.The dynamic height is computed by dividing the NAVD 88
 KK0951.geopotential number by the normal gravity value computed on the
 KK0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0951.degrees latitude (g = 980.6199 gals.).
 KK0951
 KK0951.The modeled gravity was interpolated from observed gravity values.
 KK0951
 KK0951;                    North         East    Units  Estimated Accuracy
 KK0951;SPC CO C     -   458,370.      906,730.      MT  (+/- 180 meters Scaled)
 KK0951
 KK0951                          SUPERSEDED SURVEY CONTROL
 KK0951
 KK0951  NGVD 29 (??/??/92) 2694.458  (m)         8840.07   (f) ADJ UNCH    2 0
 KK0951
 KK0951.Superseded values are not recommended for survey control.
 KK0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0951.See file dsdata.txt to determine how the superseded data were derived.
 KK0951
 KK0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD491409(NAD 83)
 KK0951_MARKER: DB = BENCH MARK DISK
 KK0951_SETTING: 66 = SET IN ROCK OUTCROP
 KK0951_SP_SET: 2 BY 4 FT ROCK
 KK0951_STAMPING: J 167 1934
 KK0951_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0951+STABILITY: POSITION/ELEVATION WELL
 KK0951
 KK0951  HISTORY     - Date     Condition        Report By
 KK0951  HISTORY     - 1934     MONUMENTED       CGS
 KK0951  HISTORY     - 1954     GOOD             NGS
 KK0951
 KK0951                          STATION DESCRIPTION
 KK0951
 KK0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0951'18.1 MI SE FROM JEFFERSON.
 KK0951'18.1 MILES SOUTHEAST ALONG STATE HIGHWAY 77 FROM THE GRAMMAR SCHOOL
 KK0951'AT JEFFERSON, PARK COUNTY, 550 FEET SOUTH OF TWO LARGE OUTCROPS
 KK0951'OF GRANITE BOULDERS 100 FEET APART, 400 FEET SOUTH OF TARRYALL
 KK0951'RIVER, 100 FEET EAST OF THE TOP OF A RIDGE, 20 FEET NORTH OF THE
 KK0951'CENTERLINE OF THE HIGHWAY, 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE,
 KK0951'IN A 2 -BY-4-FOOT ROCK, AND ABOUT 1-1/2 FEET HIGHER THAN THE HIGHWAY.
 KK0951'A STANDARD DISK, STAMPED J 167 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0128 ***********************************************************************
 HL0128  DESIGNATION -  J 168
 HL0128  PID         -  HL0128
 HL0128  STATE/COUNTY-  CO/MINERAL
 HL0128  USGS QUAD   -  CREEDE (1986)
 HL0128
 HL0128                         *CURRENT SURVEY CONTROL
 HL0128  ___________________________________________________________________
 HL0128* NAD 83(1986)-  37 48 19.     (N)    106 58 39.     (W)     SCALED    
 HL0128* NAVD 88     -      2669.578  (meters)    8758.44   (feet)  ADJUSTED  
 HL0128  ___________________________________________________________________
 HL0128  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 HL0128  DYNAMIC HT  -        2665.834 (meters)    8746.16  (feet)  COMP
 HL0128  MODELED GRAV-     979,131.4   (mgal)                       NAVD 88
 HL0128
 HL0128  VERT ORDER  -  SECOND    CLASS 0
 HL0128
 HL0128.The horizontal coordinates were scaled from a topographic map and have
 HL0128.an estimated accuracy of +/- 6 seconds.
 HL0128
 HL0128.The orthometric height was determined by differential leveling
 HL0128.and adjusted by the National Geodetic Survey in June 1991..
 HL0128
 HL0128.The geoid height was determined by GEOID03.
 HL0128
 HL0128.The dynamic height is computed by dividing the NAVD 88
 HL0128.geopotential number by the normal gravity value computed on the
 HL0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0128.degrees latitude (g = 980.6199 gals.).
 HL0128
 HL0128.The modeled gravity was interpolated from observed gravity values.
 HL0128
 HL0128;                    North         East    Units  Estimated Accuracy
 HL0128;SPC CO S     -   432,200.      784,300.      MT  (+/- 180 meters Scaled)
 HL0128
 HL0128                          SUPERSEDED SURVEY CONTROL
 HL0128
 HL0128  NGVD 29 (??/??/92) 2667.892  (m)         8752.91   (f) ADJ UNCH    2 0
 HL0128
 HL0128.Superseded values are not recommended for survey control.
 HL0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0128.See file dsdata.txt to determine how the superseded data were derived.
 HL0128
 HL0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB259860(NAD 83)
 HL0128_MARKER: DB = BENCH MARK DISK
 HL0128_SETTING: 80 = SET IN A BOULDER
 HL0128_SP_SET: BOULDER
 HL0128_STAMPING: J 168 1934
 HL0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0128+STABILITY: SURFACE MOTION
 HL0128
 HL0128  HISTORY     - Date     Condition        Report By
 HL0128  HISTORY     - 1934     MONUMENTED       CGS
 HL0128
 HL0128                          STATION DESCRIPTION
 HL0128
 HL0128'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0128'6.2 MI SW FROM CREEDE.
 HL0128'6.2 MILES SOUTHWEST ALONG STATE HIGHWAY 149 FROM THE DENVER AND RIO
 HL0128'GRANDE WESTERN RAILROAD STATION AT CREEDE, MINERAL COUNTY, 0.5 MILE
 HL0128'NORTH OF THE COMSTOCK-KINNEY RANCH HOUSE, SOUTHEAST OF POINT BRISTOL,
 HL0128'110 FEET NORTHWEST OF A POLE, 71 FEET NORTHWEST OF THE CENTERLINE OF
 HL0128'THE HIGHWAY, IN THE TOP OF A 7- BY 7-FOOT BOULDER, AND 3-1/2 FEET
 HL0128'ABOVE GROUND.  A STANDARD DISK, STAMPED J 168 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0163 ***********************************************************************
 HL0163  DESIGNATION -  J 169
 HL0163  PID         -  HL0163
 HL0163  STATE/COUNTY-  CO/HINSDALE
 HL0163  USGS QUAD   -  LAKE SAN CRISTOBAL (1964)
 HL0163
 HL0163                         *CURRENT SURVEY CONTROL
 HL0163  ___________________________________________________________________
 HL0163* NAD 83(1986)-  37 59 49.     (N)    107 17 41.     (W)     SCALED    
 HL0163* NAVD 88     -      2694.461  (meters)    8840.08   (feet)  ADJUSTED  
 HL0163  ___________________________________________________________________
 HL0163  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 HL0163  DYNAMIC HT  -        2690.678 (meters)    8827.67  (feet)  COMP
 HL0163  MODELED GRAV-     979,129.0   (mgal)                       NAVD 88
 HL0163
 HL0163  VERT ORDER  -  SECOND    CLASS 0
 HL0163
 HL0163.The horizontal coordinates were scaled from a topographic map and have
 HL0163.an estimated accuracy of +/- 6 seconds.
 HL0163
 HL0163.The orthometric height was determined by differential leveling
 HL0163.and adjusted by the National Geodetic Survey in June 1991..
 HL0163
 HL0163.The geoid height was determined by GEOID03.
 HL0163
 HL0163.The dynamic height is computed by dividing the NAVD 88
 HL0163.geopotential number by the normal gravity value computed on the
 HL0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0163.degrees latitude (g = 980.6199 gals.).
 HL0163
 HL0163.The modeled gravity was interpolated from observed gravity values.
 HL0163
 HL0163;                    North         East    Units  Estimated Accuracy
 HL0163;SPC CO S     -   453,960.      756,780.      MT  (+/- 180 meters Scaled)
 HL0163
 HL0163                          SUPERSEDED SURVEY CONTROL
 HL0163
 HL0163  NGVD 29 (??/??/92) 2692.674  (m)         8834.21   (f) ADJ UNCH    2 0
 HL0163
 HL0163.Superseded values are not recommended for survey control.
 HL0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0163.See file dsdata.txt to determine how the superseded data were derived.
 HL0163
 HL0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC985079(NAD 83)
 HL0163_MARKER: DB = BENCH MARK DISK
 HL0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0163_STAMPING: J 169 1934
 HL0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0163+STABILITY: SURFACE MOTION
 HL0163
 HL0163  HISTORY     - Date     Condition        Report By
 HL0163  HISTORY     - 1934     MONUMENTED       CGS
 HL0163  HISTORY     - 1963     MARK NOT FOUND   USGS
 HL0163  HISTORY     - 19910615 MARK NOT FOUND   USPSQD
 HL0163
 HL0163                          STATION DESCRIPTION
 HL0163
 HL0163'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 HL0163'3.9 MI SE FROM LAKE CITY.
 HL0163'3.9 MILES SOUTHEAST ALONG STATE HIGHWAY 149 FROM THE DENVER AND RIO
 HL0163'GRANDE WESTERN RAILROAD (NOW ABANDONED) STATION AT LAKE CITY, HINSDALE
 HL0163'COUNTY, OPPOSITE A RIGHT-ANGLE CURVE, 280 FEET SOUTHWEST OF THE
 HL0163'SOUTHWEST END OF THE BRIDGE OVER LAKE FORK OF GUNNISON RIVER, 125 FEET
 HL0163'SOUTHWEST OF THE SOUTH END OF A GATE INTO A PASTURE, 81 FEET SOUTH OF
 HL0163'THE SOUTHEAST CORNER POST OF THE PASTURE FENCE, AND 68 FEET SOUTH OF
 HL0163'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED J 169 1934
 HL0163'AND SET IN THE TOP OF A CONCRETE POST.
 HL0163
 HL0163                          STATION RECOVERY (1991)
 HL0163
 HL0163'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0262 ***********************************************************************
 LK0262  DESIGNATION -  J 17
 LK0262  PID         -  LK0262
 LK0262  STATE/COUNTY-  CO/MORGAN
 LK0262  USGS QUAD   -  BRUSH WEST (1984)
 LK0262
 LK0262                         *CURRENT SURVEY CONTROL
 LK0262  ___________________________________________________________________
 LK0262* NAD 83(1986)-  40 18 31.     (N)    103 38 33.     (W)     SCALED    
 LK0262* NAVD 88     -      1280.127  (meters)    4199.88   (feet)  POSTED    
 LK0262  ___________________________________________________________________
 LK0262  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 LK0262  DYNAMIC HT  -        1279.120 (meters)    4196.58  (feet)  COMP
 LK0262  MODELED GRAV-     979,795.2   (mgal)                       NAVD 88
 LK0262
 LK0262  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LK0262
 LK0262.The horizontal coordinates were scaled from a topographic map and have
 LK0262.an estimated accuracy of +/- 6 seconds.
 LK0262
 LK0262.The orthometric height was determined by differential leveling
 LK0262.and adjusted by the National Geodetic Survey in 1992..
 LK0262.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LK0262.rate of 0.0 thru 1.0 mm/km.
 LK0262
 LK0262.The geoid height was determined by GEOID03.
 LK0262
 LK0262.The dynamic height is computed by dividing the NAVD 88
 LK0262.geopotential number by the normal gravity value computed on the
 LK0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0262.degrees latitude (g = 980.6199 gals.).
 LK0262
 LK0262.The modeled gravity was interpolated from observed gravity values.
 LK0262
 LK0262;                    North         East    Units  Estimated Accuracy
 LK0262;SPC CO N     -   414,740.    1,072,290.      MT  (+/- 180 meters Scaled)
 LK0262
 LK0262                          SUPERSEDED SURVEY CONTROL
 LK0262
 LK0262  NGVD 29 (??/??/92) 1279.465  (m)         4197.71   (f) ADJ UNCH    1 2
 LK0262
 LK0262.Superseded values are not recommended for survey control.
 LK0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0262.See file dsdata.txt to determine how the superseded data were derived.
 LK0262
 LK0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE153628(NAD 83)
 LK0262_MARKER: DB = BENCH MARK DISK
 LK0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0262_STAMPING: ELEV 4197.816 FT J 17 1926
 LK0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0262+STABILITY: SURFACE MOTION
 LK0262
 LK0262  HISTORY     - Date     Condition        Report By
 LK0262  HISTORY     - 1926     MONUMENTED       CGS
 LK0262  HISTORY     - 1934     GOOD             NGS
 LK0262  HISTORY     - 1984     MARK NOT FOUND   NGS
 LK0262
 LK0262                          STATION DESCRIPTION
 LK0262
 LK0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LK0262'3 MI SW FROM SNYDER.
 LK0262'ABOUT 3 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM SNYDER,
 LK0262'AT ROAD CROSSING 89.85, 44.3 FEET SOUTH OF THE SOUTH RAIL, 37.4 FEET
 LK0262'WEST OF THE ROAD, AND 2 FEET NORTH OF A POINT 2 FEET WEST OF A FENCE
 LK0262'CORNER.  A STANDARD DISK, STAMPED ELEV 4197.816 FT. J 17 1926 AND
 LK0262'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 LK0262
 LK0262                          STATION RECOVERY (1984)
 LK0262
 LK0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LK0262'THIS IS NOW THE SITE OF A LARGE DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0172 ***********************************************************************
 JL0172  DESIGNATION -  J 170
 JL0172  PID         -  JL0172
 JL0172  STATE/COUNTY-  CO/GUNNISON
 JL0172  USGS QUAD   -  IRIS (1962)
 JL0172
 JL0172                         *CURRENT SURVEY CONTROL
 JL0172  ___________________________________________________________________
 JL0172* NAD 83(1986)-  38 28 38.     (N)    106 45 54.     (W)     SCALED    
 JL0172* NAVD 88     -      2410.637  (meters)    7908.90   (feet)  ADJUSTED  
 JL0172  ___________________________________________________________________
 JL0172  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 JL0172  DYNAMIC HT  -        2407.646 (meters)    7899.09  (feet)  COMP
 JL0172  MODELED GRAV-     979,300.9   (mgal)                       NAVD 88
 JL0172
 JL0172  VERT ORDER  -  SECOND    CLASS 0
 JL0172
 JL0172.The horizontal coordinates were scaled from a topographic map and have
 JL0172.an estimated accuracy of +/- 6 seconds.
 JL0172
 JL0172.The orthometric height was determined by differential leveling
 JL0172.and adjusted by the National Geodetic Survey in June 1991..
 JL0172
 JL0172.The geoid height was determined by GEOID03.
 JL0172
 JL0172.The dynamic height is computed by dividing the NAVD 88
 JL0172.geopotential number by the normal gravity value computed on the
 JL0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0172.degrees latitude (g = 980.6199 gals.).
 JL0172
 JL0172.The modeled gravity was interpolated from observed gravity values.
 JL0172
 JL0172;                    North         East    Units  Estimated Accuracy
 JL0172;SPC CO C     -   377,050.      804,020.      MT  (+/- 180 meters Scaled)
 JL0172
 JL0172                          SUPERSEDED SURVEY CONTROL
 JL0172
 JL0172  NGVD 29 (??/??/92) 2409.104  (m)         7903.87   (f) ADJ UNCH    2 0
 JL0172
 JL0172.Superseded values are not recommended for survey control.
 JL0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0172.See file dsdata.txt to determine how the superseded data were derived.
 JL0172
 JL0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC460602(NAD 83)
 JL0172_MARKER: DB = BENCH MARK DISK
 JL0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0172_STAMPING: J 170 1934
 JL0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0172+STABILITY: SURFACE MOTION
 JL0172
 JL0172  HISTORY     - Date     Condition        Report By
 JL0172  HISTORY     - 1934     MONUMENTED       CGS
 JL0172  HISTORY     - 1968     GOOD             NGS
 JL0172  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0172
 JL0172                          STATION DESCRIPTION
 JL0172
 JL0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0172'4.0 MI W FROM PARLIN.
 JL0172'ABOUT 4.0 MILES WEST ALONG U.S. HIGHWAY 50 FROM PARLIN, GUNNISON
 JL0172'COUNTY, THENCE ABOUT 3.5 MILES SOUTH ALONG STATE HIGHWAY 114, ABOUT
 JL0172'225 FEET NORTH OF THE EAST END OF A GALVANIZED IRON-PIPE CULVERT, 82.5
 JL0172'FEET SOUTHWEST OF THE SOUTHWEST BANK OF COCHETOPA CREEK, 50.9 FEET
 JL0172'EAST OF THE CENTER LINE OF THE HIGHWAY, 42.4 FEET NORTH OF THE NORTH
 JL0172'END OF A GATE IN THE RIGHT-OF-WAY FENCE, AND ABOUT 1.6 FEET EAST OF
 JL0172'THE FENCE.  A STANDARD DISK, STAMPED J 170 1934 AND SET IN THE TOP OF
 JL0172'A CONCRETE POST.
 JL0172
 JL0172                          STATION RECOVERY (1968)
 JL0172
 JL0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JL0172'RECOVERED IN GOOD CONDITION.
 JL0172
 JL0172                          STATION RECOVERY (1984)
 JL0172
 JL0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0172'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0125 ***********************************************************************
 JL0125  DESIGNATION -  J 171
 JL0125  PID         -  JL0125
 JL0125  STATE/COUNTY-  CO/SAGUACHE
 JL0125  USGS QUAD   -  LAKE MOUNTAIN (1967)
 JL0125
 JL0125                         *CURRENT SURVEY CONTROL
 JL0125  ___________________________________________________________________
 JL0125* NAD 83(1986)-  38 07 29.     (N)    106 23 28.     (W)     SCALED    
 JL0125* NAVD 88     -      2515.550  (meters)    8253.10   (feet)  ADJUSTED  
 JL0125  ___________________________________________________________________
 JL0125  GEOID HEIGHT-         -15.05  (meters)                     GEOID03
 JL0125  DYNAMIC HT  -        2512.257 (meters)    8242.30  (feet)  COMP
 JL0125  MODELED GRAV-     979,229.5   (mgal)                       NAVD 88
 JL0125
 JL0125  VERT ORDER  -  SECOND    CLASS 0
 JL0125
 JL0125.The horizontal coordinates were scaled from a topographic map and have
 JL0125.an estimated accuracy of +/- 6 seconds.
 JL0125
 JL0125.The orthometric height was determined by differential leveling
 JL0125.and adjusted by the National Geodetic Survey in June 1991..
 JL0125
 JL0125.The geoid height was determined by GEOID03.
 JL0125
 JL0125.The dynamic height is computed by dividing the NAVD 88
 JL0125.geopotential number by the normal gravity value computed on the
 JL0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0125.degrees latitude (g = 980.6199 gals.).
 JL0125
 JL0125.The modeled gravity was interpolated from observed gravity values.
 JL0125
 JL0125;                    North         East    Units  Estimated Accuracy
 JL0125;SPC CO S     -   467,000.      836,270.      MT  (+/- 180 meters Scaled)
 JL0125
 JL0125                          SUPERSEDED SURVEY CONTROL
 JL0125
 JL0125  NGVD 29 (??/??/92) 2514.004  (m)         8248.03   (f) ADJ UNCH    2 0
 JL0125
 JL0125.Superseded values are not recommended for survey control.
 JL0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0125.See file dsdata.txt to determine how the superseded data were derived.
 JL0125
 JL0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC780205(NAD 83)
 JL0125_MARKER: DB = BENCH MARK DISK
 JL0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0125_STAMPING: J 171 1934
 JL0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0125+STABILITY: SURFACE MOTION
 JL0125
 JL0125  HISTORY     - Date     Condition        Report By
 JL0125  HISTORY     - 1934     MONUMENTED       CGS
 JL0125  HISTORY     - 1962     GOOD             NGS
 JL0125
 JL0125                          STATION DESCRIPTION
 JL0125
 JL0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0125'18.5 MI W FROM SAGUACHE.
 JL0125'ABOUT 18.5 MILES WEST ALONG STATE HIGHWAY 114 FROM THE COUNTY
 JL0125'COURTHOUSE AT SAGUACHE, SAGUACHE COUNTY, ABOUT 0.1 MILE WEST OF THE
 JL0125'R.B. ROBB RANCH HOUSE, ABOUT 150 FEET WEST OF THE SOUTHEAST CORNER OF
 JL0125'A PASTURE FENCE, 72 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 37.9
 JL0125'FEET EAST OF A POLE, 5.0 FEET EAST OF THE EAST END OF A WIRE GATE IN
 JL0125'THE FENCE, AND 2.4 FEET NORTH OF A 4- BY 4-INCH WHITE REFERENCE POST
 JL0125'PROJECTING ABOUT 2.1 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED J
 JL0125'171 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.3
 JL0125'FOOT ABOVE GROUND.
 JL0125
 JL0125                          STATION RECOVERY (1962)
 JL0125
 JL0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JL0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0350 ***********************************************************************
 JK0350  DESIGNATION -  J 172
 JK0350  PID         -  JK0350
 JK0350  STATE/COUNTY-  CO/TELLER
 JK0350  USGS QUAD   -  CRIPPLE CREEK SOUTH (1975)
 JK0350
 JK0350                         *CURRENT SURVEY CONTROL
 JK0350  ___________________________________________________________________
 JK0350* NAD 83(1986)-  38 42 32.     (N)    105 08 12.     (W)     SCALED    
 JK0350* NAVD 88     -      2955.682  (meters)    9697.10   (feet)  ADJUSTED  
 JK0350  ___________________________________________________________________
 JK0350  GEOID HEIGHT-         -14.93  (meters)                     GEOID03
 JK0350  DYNAMIC HT  -        2951.945 (meters)    9684.84  (feet)  COMP
 JK0350  MODELED GRAV-     979,254.7   (mgal)                       NAVD 88
 JK0350
 JK0350  VERT ORDER  -  SECOND    CLASS 0
 JK0350
 JK0350.The horizontal coordinates were scaled from a topographic map and have
 JK0350.an estimated accuracy of +/- 6 seconds.
 JK0350
 JK0350.The orthometric height was determined by differential leveling
 JK0350.and adjusted by the National Geodetic Survey in June 1991..
 JK0350
 JK0350.The geoid height was determined by GEOID03.
 JK0350
 JK0350.The dynamic height is computed by dividing the NAVD 88
 JK0350.geopotential number by the normal gravity value computed on the
 JK0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0350.degrees latitude (g = 980.6199 gals.).
 JK0350
 JK0350.The modeled gravity was interpolated from observed gravity values.
 JK0350
 JK0350;                    North         East    Units  Estimated Accuracy
 JK0350;SPC CO C     -   402,060.      946,000.      MT  (+/- 180 meters Scaled)
 JK0350
 JK0350                          SUPERSEDED SURVEY CONTROL
 JK0350
 JK0350  NGVD 29 (??/??/92) 2954.288  (m)         9692.53   (f) ADJ UNCH    2 0
 JK0350
 JK0350.Superseded values are not recommended for survey control.
 JK0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0350.See file dsdata.txt to determine how the superseded data were derived.
 JK0350
 JK0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC881844(NAD 83)
 JK0350_MARKER: DB = BENCH MARK DISK
 JK0350_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JK0350_SP_SET: BUILDING WALL
 JK0350_STAMPING: J 172 1934
 JK0350_MARK LOGO: CGS   
 JK0350_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JK0350+SATELLITE: SATELLITE OBSERVATIONS - March 02, 1998
 JK0350
 JK0350  HISTORY     - Date     Condition        Report By
 JK0350  HISTORY     - 1934     MONUMENTED       CGS
 JK0350  HISTORY     - 1952     GOOD             NGS
 JK0350  HISTORY     - 19980302 GOOD             NGS
 JK0350
 JK0350                          STATION DESCRIPTION
 JK0350
 JK0350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JK0350'AT VICTOR.
 JK0350'AT VICTOR, SET VERTICALLY IN THE NORTH BRICK WALL OF THE GRADE
 JK0350'SCHOOL BUILDING, 1.8 FEET WEST OF THE NORTHEAST CORNER OF THE
 JK0350'BUILDING, 3.5 FEET EAST OF THE CENTER OF THE NORTH ENTRANCE, 3 FEET
 JK0350'ABOVE THE ROCK FOUNDATION OF THE BUILDING.
 JK0350
 JK0350                          STATION RECOVERY (1998)
 JK0350
 JK0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 JK0350'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0795 ***********************************************************************
 KK0795  DESIGNATION -  J 173
 KK0795  PID         -  KK0795
 KK0795  STATE/COUNTY-  CO/PARK
 KK0795  USGS QUAD   -  HACKETT MOUNTAIN (1994)
 KK0795
 KK0795                         *CURRENT SURVEY CONTROL
 KK0795  ___________________________________________________________________
 KK0795* NAD 83(1986)-  39 01 04.     (N)    105 22 31.     (W)     SCALED    
 KK0795* NAVD 88     -      2434.226  (meters)    7986.29   (feet)  ADJUSTED  
 KK0795  ___________________________________________________________________
 KK0795  GEOID HEIGHT-         -13.88  (meters)                     GEOID03
 KK0795  DYNAMIC HT  -        2431.386 (meters)    7976.97  (feet)  COMP
 KK0795  MODELED GRAV-     979,372.5   (mgal)                       NAVD 88
 KK0795
 KK0795  VERT ORDER  -  SECOND    CLASS 0
 KK0795
 KK0795.The horizontal coordinates were scaled from a topographic map and have
 KK0795.an estimated accuracy of +/- 6 seconds.
 KK0795
 KK0795.The orthometric height was determined by differential leveling
 KK0795.and adjusted by the National Geodetic Survey in June 1991..
 KK0795
 KK0795.The geoid height was determined by GEOID03.
 KK0795
 KK0795.The dynamic height is computed by dividing the NAVD 88
 KK0795.geopotential number by the normal gravity value computed on the
 KK0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0795.degrees latitude (g = 980.6199 gals.).
 KK0795
 KK0795.The modeled gravity was interpolated from observed gravity values.
 KK0795
 KK0795;                    North         East    Units  Estimated Accuracy
 KK0795;SPC CO C     -   436,290.      925,200.      MT  (+/- 180 meters Scaled)
 KK0795
 KK0795                          SUPERSEDED SURVEY CONTROL
 KK0795
 KK0795  NGVD 29 (??/??/92) 2432.933  (m)         7982.05   (f) ADJ UNCH    2 0
 KK0795
 KK0795.Superseded values are not recommended for survey control.
 KK0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0795.See file dsdata.txt to determine how the superseded data were derived.
 KK0795
 KK0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD675188(NAD 83)
 KK0795_MARKER: DB = BENCH MARK DISK
 KK0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0795_STAMPING: J 173 1934
 KK0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0795+STABILITY: SURFACE MOTION
 KK0795
 KK0795  HISTORY     - Date     Condition        Report By
 KK0795  HISTORY     - 1934     MONUMENTED       CGS
 KK0795
 KK0795                          STATION DESCRIPTION
 KK0795
 KK0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0795'2.8 MI NW FROM LAKE GEORGE.
 KK0795'2.8 MILES NORTHWEST ALONG STATE HIGHWAY 77 FROM LAKE GEORGE, PARK
 KK0795'COUNTY, 250 FEET SOUTH OF A CURVE, 38 FEET SOUTHWEST OF THE
 KK0795'CENTER OF A CULVERT, 30 FEET SOUTH OF A WATERCOURSE, 36 FEET WEST
 KK0795'OF THE CENTERLINE OF THE HIGHWAY, 12 FEET NORTH OF A FENCE CORNER,
 KK0795'AND 1 FOOT EAST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 KK0795'J 173 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0756 ***********************************************************************
 KK0756  DESIGNATION -  J 174 RESET
 KK0756  PID         -  KK0756
 KK0756  STATE/COUNTY-  CO/DOUGLAS
 KK0756  USGS QUAD   -  WESTCREEK (1994)
 KK0756
 KK0756                         *CURRENT SURVEY CONTROL
 KK0756  ___________________________________________________________________
 KK0756* NAD 83(1986)-  39 09 35.     (N)    105 09 52.     (W)     SCALED    
 KK0756* NAVD 88     -      2269.74   (meters)    7446.6    (feet)  RESET     
 KK0756  ___________________________________________________________________
 KK0756  GEOID HEIGHT-         -14.63  (meters)                     GEOID03
 KK0756
 KK0756  VERT ORDER  -  THIRD
 KK0756
 KK0756.The horizontal coordinates were scaled from a topographic map and have
 KK0756.an estimated accuracy of +/- 6 seconds.
 KK0756
 KK0756.The orthometric height was computed from unverified reset data.
 KK0756.No vertical observational check was made to the station.
 KK0756
 KK0756.The geoid height was determined by GEOID03.
 KK0756
 KK0756;                    North         East    Units  Estimated Accuracy
 KK0756;SPC CO C     -   452,090.      943,400.      MT  (+/- 180 meters Scaled)
 KK0756
 KK0756                          SUPERSEDED SURVEY CONTROL
 KK0756
 KK0756  NGVD 29 (??/??/??) 2284.93   (m)         7496.5    (f) RESET       3  
 KK0756
 KK0756.Superseded values are not recommended for survey control.
 KK0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0756.See file dsdata.txt to determine how the superseded data were derived.
 KK0756
 KK0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD857345(NAD 83)
 KK0756_MARKER: DB = BENCH MARK DISK
 KK0756_SETTING: 66 = SET IN ROCK OUTCROP
 KK0756_SP_SET: OUTCROP
 KK0756_STAMPING: J 174 RESET 1935
 KK0756_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0756+STABILITY: POSITION/ELEVATION WELL
 KK0756
 KK0756  HISTORY     - Date     Condition        Report By
 KK0756  HISTORY     - 1935     MONUMENTED       CGS
 KK0756  HISTORY     - 1935     GOOD             NGS
 KK0756  HISTORY     - 1956     MARK NOT FOUND   USGS
 KK0756
 KK0756                          STATION DESCRIPTION
 KK0756
 KK0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KK0756'8.9 MI SE FROM DECKERS.
 KK0756'50 FEET NORTH OF THE ORIGINAL BENCH MARK WHICH WAS DESCRIBED
 KK0756'AS FOLLOWS-- 8.9 MILES SOUTHEAST ALONG STATE HIGHWAY 67
 KK0756'FROM THE BRIDGE OVER SOUTH PLATTE RIVER AT DECKERS, DOUGLAS
 KK0756'COUNTY, 0.5 MILE NORTH OF WESTCREEK (FORMERLY CALLED SCOTTIES
 KK0756'LODGE), 320 FEET NORTH OF A LONE UNPAINTED CABIN, 24 FEET EAST OF
 KK0756'THE CENTERLINE OF THE HIGHWAY, 52 FEET NORTHEAST OF A BARBED-WIRE
 KK0756'FENCE, AND IN THE TOP OF A LARGE PROMINENT GRANITE BOULDER
 KK0756'4 FEET HIGH.  THE RESET DISK IS SET IN THE TOP OF A ROCK
 KK0756'OUTCROP, AND IS STAMPED J 174 RESET 1935.
 KK0756'NOTE--THIS BENCH MARK WAS ESTABLISHED AND ITS ELEVATION
 KK0756'DETERMINED BY ENGINEERS OF THE BUREAU OF PUBLIC ROADS IN 1935.
 KK0756
 KK0756                          STATION RECOVERY (1956)
 KK0756
 KK0756'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 KK0756'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0243 ***********************************************************************
 JK0243  DESIGNATION -  J 175
 JK0243  PID         -  JK0243
 JK0243  STATE/COUNTY-  CO/EL PASO
 JK0243  USGS QUAD   -  CASCADE (1994)
 JK0243
 JK0243                         *CURRENT SURVEY CONTROL
 JK0243  ___________________________________________________________________
 JK0243* NAD 83(1986)-  38 53 14.     (N)    104 57 12.     (W)     SCALED    
 JK0243* NAVD 88     -      2173.801  (meters)    7131.88   (feet)  ADJUSTED  
 JK0243  ___________________________________________________________________
 JK0243  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 JK0243  DYNAMIC HT  -        2171.248 (meters)    7123.50  (feet)  COMP
 JK0243  MODELED GRAV-     979,376.1   (mgal)                       NAVD 88
 JK0243
 JK0243  VERT ORDER  -  SECOND    CLASS 0
 JK0243
 JK0243.The horizontal coordinates were scaled from a topographic map and have
 JK0243.an estimated accuracy of +/- 6 seconds.
 JK0243
 JK0243.The orthometric height was determined by differential leveling
 JK0243.and adjusted by the National Geodetic Survey in June 1991..
 JK0243
 JK0243.The geoid height was determined by GEOID03.
 JK0243
 JK0243.The dynamic height is computed by dividing the NAVD 88
 JK0243.geopotential number by the normal gravity value computed on the
 JK0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0243.degrees latitude (g = 980.6199 gals.).
 JK0243
 JK0243.The modeled gravity was interpolated from observed gravity values.
 JK0243
 JK0243;                    North         East    Units  Estimated Accuracy
 JK0243;SPC CO C     -   421,930.      961,830.      MT  (+/- 180 meters Scaled)
 JK0243
 JK0243                          SUPERSEDED SURVEY CONTROL
 JK0243
 JK0243  NGVD 29 (??/??/92) 2172.551  (m)         7127.78   (f) ADJ UNCH    2 0
 JK0243
 JK0243.Superseded values are not recommended for survey control.
 JK0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0243.See file dsdata.txt to determine how the superseded data were derived.
 JK0243
 JK0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED040042(NAD 83)
 JK0243_MARKER: DB = BENCH MARK DISK
 JK0243_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JK0243_SP_SET: BRIDGE
 JK0243_STAMPING: J 175 1934
 JK0243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0243
 JK0243  HISTORY     - Date     Condition        Report By
 JK0243  HISTORY     - 1934     MONUMENTED       CGS
 JK0243  HISTORY     - 1975     MARK NOT FOUND   NGS
 JK0243  HISTORY     - 19841127 MARK NOT FOUND   USGS
 JK0243
 JK0243                          STATION DESCRIPTION
 JK0243
 JK0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JK0243'3.9 MI NW FROM MANITOU.
 JK0243'3.9 MILES NORTHWEST ALONG THE MIDLAND TERMINAL RAILWAY FROM THE
 JK0243'STATION AT MANITOU, EL PASO COUNTY, 50 FEET SOUTHEAST OF MILEPOST
 JK0243'10, 115 FEET WEST OF THE WEST END OF BRIDGE 9 C OVER A CREEK, 16
 JK0243'FEET NORTH OF THE CENTERLINE OF THE TRACK, IN THE SOUTH END OF A
 JK0243'12-BY 30-FOOT BOULDER, AND 2 1/2 FEET HIGHER THAN THE TRACK. A
 JK0243'STANDARD DISK, STAMPED J 175 1934.
 JK0243
 JK0243                          STATION RECOVERY (1975)
 JK0243
 JK0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 JK0243'MARK NOT FOUND.
 JK0243
 JK0243                          STATION RECOVERY (1984)
 JK0243
 JK0243'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JK0243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0913 ***********************************************************************
 KK0913  DESIGNATION -  J 176
 KK0913  PID         -  KK0913
 KK0913  STATE/COUNTY-  CO/PARK
 KK0913  USGS QUAD   -  GARO (1994)
 KK0913
 KK0913                         *CURRENT SURVEY CONTROL
 KK0913  ___________________________________________________________________
 KK0913* NAD 83(1986)-  39 02 53.     (N)    105 58 32.     (W)     SCALED    
 KK0913* NAVD 88     -      2804.123  (meters)    9199.86   (feet)  ADJUSTED  
 KK0913  ___________________________________________________________________
 KK0913  GEOID HEIGHT-         -13.55  (meters)                     GEOID03
 KK0913  DYNAMIC HT  -        2800.557 (meters)    9188.16  (feet)  COMP
 KK0913  MODELED GRAV-     979,253.9   (mgal)                       NAVD 88
 KK0913
 KK0913  VERT ORDER  -  FIRST     CLASS II
 KK0913
 KK0913.The horizontal coordinates were scaled from a topographic map and have
 KK0913.an estimated accuracy of +/- 6 seconds.
 KK0913
 KK0913.The orthometric height was determined by differential leveling
 KK0913.and adjusted by the National Geodetic Survey in June 1991..
 KK0913.WARNING-Repeat measurements at this control monument indicate possible
 KK0913.vertical movement.
 KK0913
 KK0913.The geoid height was determined by GEOID03.
 KK0913
 KK0913.The dynamic height is computed by dividing the NAVD 88
 KK0913.geopotential number by the normal gravity value computed on the
 KK0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0913.degrees latitude (g = 980.6199 gals.).
 KK0913
 KK0913.The modeled gravity was interpolated from observed gravity values.
 KK0913
 KK0913;                    North         East    Units  Estimated Accuracy
 KK0913;SPC CO C     -   439,750.      873,240.      MT  (+/- 180 meters Scaled)
 KK0913
 KK0913                          SUPERSEDED SURVEY CONTROL
 KK0913
 KK0913  NGVD 29 (??/??/92) 2802.534  (m)         9194.65   (f) ADJ UNCH    1 2
 KK0913
 KK0913.Superseded values are not recommended for survey control.
 KK0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0913.See file dsdata.txt to determine how the superseded data were derived.
 KK0913
 KK0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD155225(NAD 83)
 KK0913_MARKER: DB = BENCH MARK DISK
 KK0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0913_STAMPING: J 176 1934
 KK0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0913+STABILITY: SURFACE MOTION
 KK0913
 KK0913  HISTORY     - Date     Condition        Report By
 KK0913  HISTORY     - 1934     MONUMENTED       CGS
 KK0913  HISTORY     - 1954     GOOD             NGS
 KK0913
 KK0913                          STATION DESCRIPTION
 KK0913
 KK0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0913'8.9 MI N FROM ANTERO JUNCTION.
 KK0913'8.9 MILES NORTH ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION WITH
 KK0913'U.S. HIGHWAY 24 AT ANTERO JUNCTION, 120 FEET NORTH OF THE NORTHEAST
 KK0913'CORNER OF A SCHOOLHOUSE, 109 FEET SOUTHWEST OF THE CENTER LINE OF
 KK0913'THE HIGHWAY, 5 FEET WEST OF A FENCE CORNER, 3 FEET SOUTHEAST
 KK0913'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 KK0913'PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1225 ***********************************************************************
 KK1225  DESIGNATION -  J 177
 KK1225  PID         -  KK1225
 KK1225  STATE/COUNTY-  CO/PARK
 KK1225  USGS QUAD   -  HARTSEL (1956)
 KK1225
 KK1225                         *CURRENT SURVEY CONTROL
 KK1225  ___________________________________________________________________
 KK1225* NAD 83(1986)-  39 00 19.     (N)    105 51 23.     (W)     SCALED    
 KK1225* NAVD 88     -      2727.115  (meters)    8947.21   (feet)  ADJUSTED  
 KK1225  ___________________________________________________________________
 KK1225  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 KK1225  DYNAMIC HT  -        2723.657 (meters)    8935.86  (feet)  COMP
 KK1225  MODELED GRAV-     979,260.7   (mgal)                       NAVD 88
 KK1225
 KK1225  VERT ORDER  -  SECOND    CLASS 0
 KK1225
 KK1225.The horizontal coordinates were scaled from a topographic map and have
 KK1225.an estimated accuracy of +/- 6 seconds.
 KK1225
 KK1225.The orthometric height was determined by differential leveling
 KK1225.and adjusted by the National Geodetic Survey in June 1991..
 KK1225
 KK1225.The geoid height was determined by GEOID03.
 KK1225
 KK1225.The dynamic height is computed by dividing the NAVD 88
 KK1225.geopotential number by the normal gravity value computed on the
 KK1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1225.degrees latitude (g = 980.6199 gals.).
 KK1225
 KK1225.The modeled gravity was interpolated from observed gravity values.
 KK1225
 KK1225;                    North         East    Units  Estimated Accuracy
 KK1225;SPC CO C     -   434,960.      883,530.      MT  (+/- 180 meters Scaled)
 KK1225
 KK1225                          SUPERSEDED SURVEY CONTROL
 KK1225
 KK1225  NGVD 29 (??/??/92) 2725.538  (m)         8942.04   (f) ADJ UNCH    2 0
 KK1225
 KK1225.Superseded values are not recommended for survey control.
 KK1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1225.See file dsdata.txt to determine how the superseded data were derived.
 KK1225
 KK1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD258177(NAD 83)
 KK1225_MARKER: DB = BENCH MARK DISK
 KK1225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK1225_STAMPING: J 177 1934
 KK1225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1225+STABILITY: SURFACE MOTION
 KK1225
 KK1225  HISTORY     - Date     Condition        Report By
 KK1225  HISTORY     - 1934     MONUMENTED       CGS
 KK1225  HISTORY     - 1956     GOOD             USGS
 KK1225
 KK1225                          STATION DESCRIPTION
 KK1225
 KK1225'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK1225'3.8 MI SW FROM HARTSEL.
 KK1225'3.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 24 FROM HARTSEL, PARK COUNTY,
 KK1225'2.9 MILES SOUTHWEST FROM THE JUNCTION OF HIGHWAYS U. S. 24 AND
 KK1225'STATE 9, 0.5 MILES NORTH OF A ROAD JUNCTION WEST TO ANTERO
 KK1225'RESERVOIR, 400 FEET NORTH OF WHERE OLD HIGHWAY CROSSED PRESENT
 KK1225'LOCATION OF U.S. HIGHWAY 24, 40 FEET WEST FROM THE CENTERLINE OF
 KK1225'THE OLD HIGHWAY AND 210 FEET NORTH OF THE R/O FENCE.  IN CONCRETE
 KK1225'POST, A STANDARD TABLET STAMPED J-177 1934.
 KK1225
 KK1225                          STATION RECOVERY (1956)
 KK1225
 KK1225'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 KK1225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0437 ***********************************************************************
 JL0437  DESIGNATION -  J 178
 JL0437  PID         -  JL0437
 JL0437  STATE/COUNTY-  CO/DELTA
 JL0437  USGS QUAD   -  ORCHARD CITY (1978)
 JL0437
 JL0437                         *CURRENT SURVEY CONTROL
 JL0437  ___________________________________________________________________
 JL0437* NAD 83(1986)-  38 46 56.     (N)    107 57 11.     (W)     SCALED    
 JL0437* NAVD 88     -      1541.766  (meters)    5058.28   (feet)  ADJUSTED  
 JL0437  ___________________________________________________________________
 JL0437  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 JL0437  DYNAMIC HT  -        1540.144 (meters)    5052.96  (feet)  COMP
 JL0437  MODELED GRAV-     979,522.7   (mgal)                       NAVD 88
 JL0437
 JL0437  VERT ORDER  -  SECOND    CLASS 0
 JL0437
 JL0437.The horizontal coordinates were scaled from a topographic map and have
 JL0437.an estimated accuracy of +/- 6 seconds.
 JL0437
 JL0437.The orthometric height was determined by differential leveling
 JL0437.and adjusted by the National Geodetic Survey in June 1991..
 JL0437
 JL0437.The geoid height was determined by GEOID03.
 JL0437
 JL0437.The dynamic height is computed by dividing the NAVD 88
 JL0437.geopotential number by the normal gravity value computed on the
 JL0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0437.degrees latitude (g = 980.6199 gals.).
 JL0437
 JL0437.The modeled gravity was interpolated from observed gravity values.
 JL0437
 JL0437;                    North         East    Units  Estimated Accuracy
 JL0437;SPC CO C     -   413,010.      701,290.      MT  (+/- 180 meters Scaled)
 JL0437
 JL0437                          SUPERSEDED SURVEY CONTROL
 JL0437
 JL0437  NGVD 29 (??/??/92) 1540.583  (m)         5054.40   (f) ADJ UNCH    2 0
 JL0437
 JL0437.Superseded values are not recommended for survey control.
 JL0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0437.See file dsdata.txt to determine how the superseded data were derived.
 JL0437
 JL0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC434967(NAD 83)
 JL0437_MARKER: DB = BENCH MARK DISK
 JL0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0437_STAMPING: J 178 1934
 JL0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0437+STABILITY: SURFACE MOTION
 JL0437
 JL0437  HISTORY     - Date     Condition        Report By
 JL0437  HISTORY     - 1934     MONUMENTED       CGS
 JL0437  HISTORY     - 1962     MARK NOT FOUND   USGS
 JL0437
 JL0437                          STATION DESCRIPTION
 JL0437
 JL0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0437'IN AUSTIN.
 JL0437'AT AUSTIN, DELTA COUNTY, ON THE DENVER AND RIO GRANDE WESTERN
 JL0437'RAILROAD, 135 FEET NORTH OF THE NORTH CORNER OF THE STATION, 58 FEET
 JL0437'NORTHWEST OF THE CENTERLINE OF THE MAIN TRACK, 32.7 FEET NORTHEAST OF
 JL0437'THE CENTERLINE OF STATE HIGHWAY 130, AND 22.6 FEET SOUTHWEST OF A
 JL0437'STOCK-LOADING CHUTE.  A STANDARD DISK, STAMPED J 178 1934 AND SET IN
 JL0437'THE TOP OF A CONCRETE POST.
 JL0437
 JL0437                          STATION RECOVERY (1962)
 JL0437
 JL0437'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 JL0437'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0564 ***********************************************************************
 JK0564  DESIGNATION -  J 179
 JK0564  PID         -  JK0564
 JK0564  STATE/COUNTY-  CO/FREMONT
 JK0564  USGS QUAD   -  FLORENCE (1975)
 JK0564
 JK0564                         *CURRENT SURVEY CONTROL
 JK0564  ___________________________________________________________________
 JK0564* NAD 83(1986)-  38 23 24.     (N)    105 07 04.     (W)     SCALED    
 JK0564* NAVD 88     -      1580.217  (meters)    5184.43   (feet)  ADJUSTED  
 JK0564  ___________________________________________________________________
 JK0564  GEOID HEIGHT-         -16.94  (meters)                     GEOID03
 JK0564  DYNAMIC HT  -        1578.501 (meters)    5178.80  (feet)  COMP
 JK0564  MODELED GRAV-     979,488.3   (mgal)                       NAVD 88
 JK0564
 JK0564  VERT ORDER  -  FIRST     CLASS II
 JK0564
 JK0564.The horizontal coordinates were scaled from a topographic map and have
 JK0564.an estimated accuracy of +/- 6 seconds.
 JK0564
 JK0564.The orthometric height was determined by differential leveling
 JK0564.and adjusted by the National Geodetic Survey in June 1991..
 JK0564.WARNING-Repeat measurements at this control monument indicate possible
 JK0564.vertical movement.
 JK0564
 JK0564.The geoid height was determined by GEOID03.
 JK0564
 JK0564.The dynamic height is computed by dividing the NAVD 88
 JK0564.geopotential number by the normal gravity value computed on the
 JK0564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0564.degrees latitude (g = 980.6199 gals.).
 JK0564
 JK0564.The modeled gravity was interpolated from observed gravity values.
 JK0564
 JK0564;                    North         East    Units  Estimated Accuracy
 JK0564;SPC CO C     -   366,670.      947,800.      MT  (+/- 180 meters Scaled)
 JK0564
 JK0564                          SUPERSEDED SURVEY CONTROL
 JK0564
 JK0564  NGVD 29 (??/??/92) 1579.250  (m)         5181.26   (f) ADJ UNCH    1 2
 JK0564
 JK0564.Superseded values are not recommended for survey control.
 JK0564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0564.See file dsdata.txt to determine how the superseded data were derived.
 JK0564
 JK0564_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC897490(NAD 83)
 JK0564_MARKER: DB = BENCH MARK DISK
 JK0564_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JK0564_SP_SET: BUILDING FOUNDATION
 JK0564_STAMPING: J 179 1934
 JK0564_MARK LOGO: CGS   
 JK0564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0564+STABILITY: SURFACE MOTION
 JK0564
 JK0564  HISTORY     - Date     Condition        Report By
 JK0564  HISTORY     - 1934     MONUMENTED       CGS
 JK0564  HISTORY     - 1954     GOOD             NGS
 JK0564  HISTORY     - 1984     GOOD             NGS
 JK0564
 JK0564                          STATION DESCRIPTION
 JK0564
 JK0564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JK0564'AT FLORENCE.
 JK0564'AT FLORENCE, AT THE INTERSECTION OF MAIN STREET AND PIKES PEAK
 JK0564'AVENUE, AT THE NORTHEAST CORNER OF THE INTERSECTION, 5.3 FEET
 JK0564'NORTH OF THE SOUTHWEST CORNER OF THE FIRST NATIONAL BANK BUILDING,
 JK0564'4.3 FEET ABOVE THE SIDEWALK, SET VERTICALLY IN THE WEST BRICK WALL
 JK0564'OF THE BANK BUILDING.
 JK0564
 JK0564                          STATION RECOVERY (1984)
 JK0564
 JK0564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0226 ***********************************************************************
 LL0226  DESIGNATION -  J 18
 LL0226  PID         -  LL0226
 LL0226  STATE/COUNTY-  CO/WELD
 LL0226  USGS QUAD   -  KERSEY (1950)
 LL0226
 LL0226                         *CURRENT SURVEY CONTROL
 LL0226  ___________________________________________________________________
 LL0226* NAD 83(1986)-  40 22 39.     (N)    104 36 10.     (W)     SCALED    
 LL0226* NAVD 88     -      1412.320  (meters)    4633.59   (feet)  ADJUSTED  
 LL0226  ___________________________________________________________________
 LL0226  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 LL0226  DYNAMIC HT  -        1411.118 (meters)    4629.64  (feet)  COMP
 LL0226  MODELED GRAV-     979,725.3   (mgal)                       NAVD 88
 LL0226
 LL0226  VERT ORDER  -  FIRST     CLASS II
 LL0226
 LL0226.The horizontal coordinates were scaled from a topographic map and have
 LL0226.an estimated accuracy of +/- 6 seconds.
 LL0226
 LL0226.The orthometric height was determined by differential leveling
 LL0226.and adjusted by the National Geodetic Survey in June 1991..
 LL0226
 LL0226.The geoid height was determined by GEOID03.
 LL0226
 LL0226.The dynamic height is computed by dividing the NAVD 88
 LL0226.geopotential number by the normal gravity value computed on the
 LL0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0226.degrees latitude (g = 980.6199 gals.).
 LL0226
 LL0226.The modeled gravity was interpolated from observed gravity values.
 LL0226
 LL0226;                    North         East    Units  Estimated Accuracy
 LL0226;SPC CO N     -   421,120.      990,590.      MT  (+/- 180 meters Scaled)
 LL0226
 LL0226                          SUPERSEDED SURVEY CONTROL
 LL0226
 LL0226  NGVD 29 (??/??/92) 1411.451  (m)         4630.74   (f) ADJ UNCH    1 2
 LL0226
 LL0226.Superseded values are not recommended for survey control.
 LL0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0226.See file dsdata.txt to determine how the superseded data were derived.
 LL0226
 LL0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE337697(NAD 83)
 LL0226_MARKER: DB = BENCH MARK DISK
 LL0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0226_STAMPING: 4631.060 J 18 1926
 LL0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0226+STABILITY: SURFACE MOTION
 LL0226
 LL0226  HISTORY     - Date     Condition        Report By
 LL0226  HISTORY     - 1926     MONUMENTED       CGS
 LL0226  HISTORY     - 1934     GOOD             NGS
 LL0226
 LL0226                          STATION DESCRIPTION
 LL0226
 LL0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LL0226'2 MI W FROM KERSEY.
 LL0226'ABOUT 2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM KERSEY,
 LL0226'AT ROAD CROSSING 145.20, 46.6 FEET NORTH OF THE NORTH RAIL, 26.9
 LL0226'FEET SOUTH OF AN EAST-AND-WEST ROAD, 32.8 FEET WEST OF A NORTH-
 LL0226'AND-SOUTH ROAD, AND 2.7 FEET WEST OF A POINT 1.4 FEET SOUTH OF A
 LL0226'FENCE CORNER.  A STANDARD DISK, STAMPED 4631.060 J 18 1926 AND
 LL0226'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE
 LL0226'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0356 ***********************************************************************
 JL0356  DESIGNATION -  J 19
 JL0356  PID         -  JL0356
 JL0356  STATE/COUNTY-  CO/OURAY
 JL0356  USGS QUAD   -  DALLAS (1982)
 JL0356
 JL0356                         *CURRENT SURVEY CONTROL
 JL0356  ___________________________________________________________________
 JL0356* NAD 83(1986)-  38 10 56.     (N)    107 44 40.     (W)     SCALED    
 JL0356* NAVD 88     -      2109.078  (meters)    6919.53   (feet)  POSTED    
 JL0356  ___________________________________________________________________
 JL0356  GEOID HEIGHT-         -15.90  (meters)                     GEOID03
 JL0356  DYNAMIC HT  -        2106.470 (meters)    6910.98  (feet)  COMP
 JL0356  MODELED GRAV-     979,320.2   (mgal)                       NAVD 88
 JL0356
 JL0356  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JL0356
 JL0356.The horizontal coordinates were scaled from a topographic map and have
 JL0356.an estimated accuracy of +/- 6 seconds.
 JL0356
 JL0356.The orthometric height was determined by differential leveling
 JL0356.and adjusted by the National Geodetic Survey in 1992..
 JL0356.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JL0356.rate of 1.1 thru 2.0 mm/km.
 JL0356
 JL0356.The geoid height was determined by GEOID03.
 JL0356
 JL0356.The dynamic height is computed by dividing the NAVD 88
 JL0356.geopotential number by the normal gravity value computed on the
 JL0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0356.degrees latitude (g = 980.6199 gals.).
 JL0356
 JL0356.The modeled gravity was interpolated from observed gravity values.
 JL0356
 JL0356;                    North         East    Units  Estimated Accuracy
 JL0356;SPC CO S     -   475,370.      717,780.      MT  (+/- 180 meters Scaled)
 JL0356
 JL0356                          SUPERSEDED SURVEY CONTROL
 JL0356
 JL0356  NGVD 29 (??/??/92) 2107.679  (m)         6914.94   (f) ADJ UNCH    1 2
 JL0356
 JL0356.Superseded values are not recommended for survey control.
 JL0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0356.See file dsdata.txt to determine how the superseded data were derived.
 JL0356
 JL0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC596295(NAD 83)
 JL0356_MARKER: DB = BENCH MARK DISK
 JL0356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JL0356_SP_SET: CONCRETE BLOCK
 JL0356_STAMPING: 6914.943 J 19 1928
 JL0356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JL0356
 JL0356  HISTORY     - Date     Condition        Report By
 JL0356  HISTORY     - 1928     MONUMENTED       CGS
 JL0356  HISTORY     - 1963     GOOD             USGS
 JL0356  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0356  HISTORY     - 19910627 MARK NOT FOUND   USPSQD
 JL0356
 JL0356                          STATION DESCRIPTION
 JL0356
 JL0356'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 JL0356'2.94 MI NE FROM RIDGEWAY.
 JL0356'RIDGWAY, EAST 0.4 MILES ALONG COLORADO HIGHWAY 62 FROM JUNCTION WITH
 JL0356'DAND RGW RR TO T JUNCTION WITH US HIGHWAY 550, THENCE NORTH ALONG US
 JL0356'HIGHWAY 550 2.54 MILE TO A POINT 0.1 MILE SOUTH OF JUNCTION WITH OURAY
 JL0356'CO., ROAD NO. 24 (WEST TO 2U RAND 187 FEET WEST OF AND 8 FEET LOWER
 JL0356'THAN HIGHWAY CENTER LINE, 48 FEET EAST OF AND 0.4 FOOT LOWER THAN D
 JL0356'AND RGW RR TRACKS, IN AN OPEN FIELD, ON TOP OF A STANDARD CONCRETE
 JL0356'BLOCK PROJECTING 2 INCHES.  A STANDARD TABLET.
 JL0356
 JL0356                          STATION RECOVERY (1984)
 JL0356
 JL0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0356'MARK NOT FOUND.
 JL0356
 JL0356                          STATION RECOVERY (1991)
 JL0356
 JL0356'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 JL0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0241 ***********************************************************************
 HL0241  DESIGNATION -  J 20
 HL0241  PID         -  HL0241
 HL0241  STATE/COUNTY-  CO/LA PLATA
 HL0241  USGS QUAD   -  HERMOSA (1963)
 HL0241
 HL0241                         *CURRENT SURVEY CONTROL
 HL0241  ___________________________________________________________________
 HL0241* NAD 83(1986)-  37 27 46.     (N)    107 48 27.     (W)     SCALED    
 HL0241* NAVD 88     -      2159.113  (meters)    7083.69   (feet)  POSTED    
 HL0241  ___________________________________________________________________
 HL0241  GEOID HEIGHT-         -17.24  (meters)                     GEOID03
 HL0241  DYNAMIC HT  -        2156.300 (meters)    7074.46  (feet)  COMP
 HL0241  MODELED GRAV-     979,248.7   (mgal)                       NAVD 88
 HL0241
 HL0241  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HL0241
 HL0241.The horizontal coordinates were scaled from a topographic map and have
 HL0241.an estimated accuracy of +/- 6 seconds.
 HL0241
 HL0241.The orthometric height was determined by differential leveling
 HL0241.and adjusted by the National Geodetic Survey in 1992..
 HL0241.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HL0241.rate of 0.0 thru 1.0 mm/km.
 HL0241
 HL0241.The geoid height was determined by GEOID03.
 HL0241
 HL0241.The dynamic height is computed by dividing the NAVD 88
 HL0241.geopotential number by the normal gravity value computed on the
 HL0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0241.degrees latitude (g = 980.6199 gals.).
 HL0241
 HL0241.The modeled gravity was interpolated from observed gravity values.
 HL0241
 HL0241;                    North         East    Units  Estimated Accuracy
 HL0241;SPC CO S     -   395,680.      710,290.      MT  (+/- 180 meters Scaled)
 HL0241
 HL0241                          SUPERSEDED SURVEY CONTROL
 HL0241
 HL0241  NGVD 29 (??/??/92) 2157.829  (m)         7079.48   (f) ADJ UNCH    1 2
 HL0241
 HL0241.Superseded values are not recommended for survey control.
 HL0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0241.See file dsdata.txt to determine how the superseded data were derived.
 HL0241
 HL0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB516499(NAD 83)
 HL0241_MARKER: DB = BENCH MARK DISK
 HL0241_SETTING: 0 = UNSPECIFIED SETTING
 HL0241_STAMPING: J 20 1928
 HL0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0241
 HL0241  HISTORY     - Date     Condition        Report By
 HL0241  HISTORY     - 1928     MONUMENTED       CGS
 HL0241  HISTORY     - 1963     GOOD             USGS
 HL0241  HISTORY     - 1985     MARK NOT FOUND   NGS
 HL0241
 HL0241                          STATION DESCRIPTION
 HL0241
 HL0241'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 HL0241'16.0 MI N FROM DURANGO.
 HL0241'14.2 MI. N. ALONG U. S. HWY. 550 FROM P. O. IN DURANGO (0.5 MI. N. OF
 HL0241'GOLDEN HORESHOE RANCH) TO TRACK ROAD WEST.  THENCE WEST AND NORTH
 HL0241'ALONG TRACK ROAD FOR 0.3 MI. TO RAILROAD CROSSING.  THENCE NORTH ALONG
 HL0241'RAILROAD FOR 0.5 MI. TO CURVE IN TRACK.  8 FT. WEST OF TRACK IN
 HL0241'LIMESTONE LEDGE.  A STANDARD DISK STAMPED J 20 1928.
 HL0241
 HL0241                          STATION RECOVERY (1985)
 HL0241
 HL0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HL0241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0332 ***********************************************************************
 LK0332  DESIGNATION -  J 207
 LK0332  PID         -  LK0332
 LK0332  STATE/COUNTY-  CO/WELD
 LK0332  USGS QUAD   -  STONEHAM (1977)
 LK0332
 LK0332                         *CURRENT SURVEY CONTROL
 LK0332  ___________________________________________________________________
 LK0332* NAD 83(1986)-  40 36 08.     (N)    103 39 57.     (W)     SCALED    
 LK0332* NAVD 88     -      1394.555  (meters)    4575.30   (feet)  ADJUSTED  
 LK0332  ___________________________________________________________________
 LK0332  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 LK0332  DYNAMIC HT  -        1393.464 (meters)    4571.72  (feet)  COMP
 LK0332  MODELED GRAV-     979,793.5   (mgal)                       NAVD 88
 LK0332
 LK0332  VERT ORDER  -  SECOND    CLASS 0
 LK0332
 LK0332.The horizontal coordinates were scaled from a topographic map and have
 LK0332.an estimated accuracy of +/- 6 seconds.
 LK0332
 LK0332.The orthometric height was determined by differential leveling
 LK0332.and adjusted by the National Geodetic Survey in June 1991..
 LK0332
 LK0332.The geoid height was determined by GEOID03.
 LK0332
 LK0332.The dynamic height is computed by dividing the NAVD 88
 LK0332.geopotential number by the normal gravity value computed on the
 LK0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0332.degrees latitude (g = 980.6199 gals.).
 LK0332
 LK0332.The modeled gravity was interpolated from observed gravity values.
 LK0332
 LK0332;                    North         East    Units  Estimated Accuracy
 LK0332;SPC CO N     -   447,290.    1,069,630.      MT  (+/- 180 meters Scaled)
 LK0332
 LK0332                          SUPERSEDED SURVEY CONTROL
 LK0332
 LK0332  NGVD 29 (??/??/92) 1393.897  (m)         4573.14   (f) ADJ UNCH    2 0
 LK0332
 LK0332.Superseded values are not recommended for survey control.
 LK0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0332.See file dsdata.txt to determine how the superseded data were derived.
 LK0332
 LK0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE128954(NAD 83)
 LK0332_MARKER: DB = BENCH MARK DISK
 LK0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0332_STAMPING: J 207 1934
 LK0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0332+STABILITY: SURFACE MOTION
 LK0332
 LK0332  HISTORY     - Date     Condition        Report By
 LK0332  HISTORY     - 1934     MONUMENTED       CGS
 LK0332  HISTORY     - 1941     GOOD             NGS
 LK0332
 LK0332                          STATION DESCRIPTION
 LK0332
 LK0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LK0332'AT STONEHAM.
 LK0332'AT STONEHAM, WELD COUNTY, 118.7 FEET SOUTHEAST OF THE SOUTHEAST
 LK0332'CORNER OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD STATION, 106.4
 LK0332'FEET SOUTH OF THE SOUTH RAIL, 31.6 FEET WEST OF THE CENTERLINE OF
 LK0332'A SIDE ROAD, 29.3 FEET NORTH OF A FENCE, 4.2 FEET WEST OF A
 LK0332'POWER TRANSMISSION LINE POLE, 4.0 FEET LOWER THAN THE TRACK.  A
 LK0332'STANDARD DISK, STAMPED J 207 1934 AND SET IN THE TOP OF A CONCRETE
 LK0332'POST.  NOTE-- RECOVERED AS DESCRIBED NOVEMBER 1941.
 LK0332
 LK0332                          STATION RECOVERY (1941)
 LK0332
 LK0332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LK0332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0049 ***********************************************************************
 LL0049  DESIGNATION -  J 208
 LL0049  PID         -  LL0049
 LL0049  STATE/COUNTY-  CO/WELD
 LL0049  USGS QUAD   -  BAKER DRAW (1972)
 LL0049
 LL0049                         *CURRENT SURVEY CONTROL
 LL0049  ___________________________________________________________________
 LL0049* NAD 83(1986)-  40 38 22.     (N)    104 24 26.     (W)     SCALED    
 LL0049* NAVD 88     -      1490.854  (meters)    4891.24   (feet)  ADJUSTED  
 LL0049  ___________________________________________________________________
 LL0049  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 LL0049  DYNAMIC HT  -        1489.629 (meters)    4887.22  (feet)  COMP
 LL0049  MODELED GRAV-     979,751.4   (mgal)                       NAVD 88
 LL0049
 LL0049  VERT ORDER  -  SECOND    CLASS 0
 LL0049
 LL0049.The horizontal coordinates were scaled from a topographic map and have
 LL0049.an estimated accuracy of +/- 6 seconds.
 LL0049
 LL0049.The orthometric height was determined by differential leveling
 LL0049.and adjusted by the National Geodetic Survey in June 1991..
 LL0049
 LL0049.The geoid height was determined by GEOID03.
 LL0049
 LL0049.The dynamic height is computed by dividing the NAVD 88
 LL0049.geopotential number by the normal gravity value computed on the
 LL0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0049.degrees latitude (g = 980.6199 gals.).
 LL0049
 LL0049.The modeled gravity was interpolated from observed gravity values.
 LL0049
 LL0049;                    North         East    Units  Estimated Accuracy
 LL0049;SPC CO N     -   450,390.    1,006,840.      MT  (+/- 180 meters Scaled)
 LL0049
 LL0049                          SUPERSEDED SURVEY CONTROL
 LL0049
 LL0049  NGVD 29 (??/??/92) 1489.992  (m)         4888.42   (f) ADJ UNCH    2 0
 LL0049
 LL0049.Superseded values are not recommended for survey control.
 LL0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0049.See file dsdata.txt to determine how the superseded data were derived.
 LL0049
 LL0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE501989(NAD 83)
 LL0049_MARKER: DB = BENCH MARK DISK
 LL0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0049_STAMPING: J 28 1934
 LL0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0049+STABILITY: SURFACE MOTION
 LL0049
 LL0049  HISTORY     - Date     Condition        Report By
 LL0049  HISTORY     - 1934     MONUMENTED       CGS
 LL0049  HISTORY     - 1960     GOOD             NGS
 LL0049
 LL0049                          STATION DESCRIPTION
 LL0049
 LL0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0049'4.1 MI W FROM BRIGGSDALE.
 LL0049'4.1 MILES WEST ALONG OLD STATE HIGHWAY 14 FROM THE POST OFFICE
 LL0049'AT BRIGGSDALE, WELD COUNTY, 30.9 FEET NORTH OF THE CENTERLINE
 LL0049'OF THE OLD HIGHWAY, AND 1 FOOT LOWER THAN THE HIGHWAY.  A
 LL0049'STANDARD DISK, STAMPED J 28 1934 AND SET IN THE TOP OF A CONCRETE
 LL0049'POST.
 LL0049
 LL0049                          STATION RECOVERY (1960)
 LL0049
 LL0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 LL0049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0013 ***********************************************************************
 LL0013  DESIGNATION -  J 209
 LL0013  PID         -  LL0013
 LL0013  STATE/COUNTY-  CO/WELD
 LL0013  USGS QUAD   -  GROVER SOUTH (1972)
 LL0013
 LL0013                         *CURRENT SURVEY CONTROL
 LL0013  ___________________________________________________________________
 LL0013* NAD 83(1986)-  40 45 39.     (N)    104 08 37.     (W)     SCALED    
 LL0013* NAVD 88     -      1527.673  (meters)    5012.04   (feet)  ADJUSTED  
 LL0013  ___________________________________________________________________
 LL0013  GEOID HEIGHT-         -18.41  (meters)                     GEOID03
 LL0013  DYNAMIC HT  -        1526.435 (meters)    5007.98  (feet)  COMP
 LL0013  MODELED GRAV-     979,760.6   (mgal)                       NAVD 88
 LL0013
 LL0013  VERT ORDER  -  SECOND    CLASS 0
 LL0013
 LL0013.The horizontal coordinates were scaled from a topographic map and have
 LL0013.an estimated accuracy of +/- 6 seconds.
 LL0013
 LL0013.The orthometric height was determined by differential leveling
 LL0013.and adjusted by the National Geodetic Survey in June 1991..
 LL0013
 LL0013.The geoid height was determined by GEOID03.
 LL0013
 LL0013.The dynamic height is computed by dividing the NAVD 88
 LL0013.geopotential number by the normal gravity value computed on the
 LL0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0013.degrees latitude (g = 980.6199 gals.).
 LL0013
 LL0013.The modeled gravity was interpolated from observed gravity values.
 LL0013
 LL0013;                    North         East    Units  Estimated Accuracy
 LL0013;SPC CO N     -   464,180.    1,028,930.      MT  (+/- 180 meters Scaled)
 LL0013
 LL0013                          SUPERSEDED SURVEY CONTROL
 LL0013
 LL0013  NGVD 29 (??/??/92) 1526.887  (m)         5009.46   (f) ADJ UNCH    2 0
 LL0013
 LL0013.Superseded values are not recommended for survey control.
 LL0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0013.See file dsdata.txt to determine how the superseded data were derived.
 LL0013
 LL0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF722125(NAD 83)
 LL0013_MARKER: DB = BENCH MARK DISK
 LL0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0013_STAMPING: J 209 1934
 LL0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0013+STABILITY: SURFACE MOTION
 LL0013
 LL0013  HISTORY     - Date     Condition        Report By
 LL0013  HISTORY     - 1934     MONUMENTED       CGS
 LL0013
 LL0013                          STATION DESCRIPTION
 LL0013
 LL0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0013'5.2 MI W FROM KEOTA.
 LL0013'5.2 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LL0013'FROM THE STATION AT KEOTA, WELD COUNTY, 41.5 FEET SOUTHWEST OF
 LL0013'MILEPOST 287, 79.4 SOUTHWEST OF THE SOUTHWEST RAIL, AND 2.8 FEET
 LL0013'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED J 209 1934 AND SET
 LL0013'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0024 ***********************************************************************
 HK0024  DESIGNATION -  J 21
 HK0024  PID         -  HK0024
 HK0024  STATE/COUNTY-  CO/LAS ANIMAS
 HK0024  USGS QUAD   -  TRINIDAD EAST (1971)
 HK0024
 HK0024                         *CURRENT SURVEY CONTROL
 HK0024  ___________________________________________________________________
 HK0024* NAD 83(1986)-  37 14 40.     (N)    104 29 53.     (W)     SCALED    
 HK0024* NAVD 88     -      1870.551  (meters)    6136.97   (feet)  ADJUSTED  
 HK0024  ___________________________________________________________________
 HK0024  GEOID HEIGHT-         -19.01  (meters)                     GEOID03
 HK0024  DYNAMIC HT  -        1868.242 (meters)    6129.39  (feet)  COMP
 HK0024  MODELED GRAV-     979,330.5   (mgal)                       NAVD 88
 HK0024
 HK0024  VERT ORDER  -  FIRST     CLASS II
 HK0024
 HK0024.The horizontal coordinates were scaled from a topographic map and have
 HK0024.an estimated accuracy of +/- 6 seconds.
 HK0024
 HK0024.The orthometric height was determined by differential leveling
 HK0024.and adjusted by the National Geodetic Survey in June 1991..
 HK0024
 HK0024.The geoid height was determined by GEOID03.
 HK0024
 HK0024.The dynamic height is computed by dividing the NAVD 88
 HK0024.geopotential number by the normal gravity value computed on the
 HK0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0024.degrees latitude (g = 980.6199 gals.).
 HK0024
 HK0024.The modeled gravity was interpolated from observed gravity values.
 HK0024
 HK0024;                    North         East    Units  Estimated Accuracy
 HK0024;SPC CO S     -   369,400.    1,003,300.      MT  (+/- 180 meters Scaled)
 HK0024
 HK0024                          SUPERSEDED SURVEY CONTROL
 HK0024
 HK0024  NGVD 29 (??/??/92) 1869.522  (m)         6133.59   (f) ADJ UNCH    1 2
 HK0024
 HK0024.Superseded values are not recommended for survey control.
 HK0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0024.See file dsdata.txt to determine how the superseded data were derived.
 HK0024
 HK0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB445221(NAD 83)
 HK0024_MARKER: DB = BENCH MARK DISK
 HK0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0024_STAMPING: 6133.590 J 21 1929
 HK0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0024+STABILITY: SURFACE MOTION
 HK0024
 HK0024  HISTORY     - Date     Condition        Report By
 HK0024  HISTORY     - 1929     MONUMENTED       CGS
 HK0024  HISTORY     - 1935     GOOD             NGS
 HK0024
 HK0024                          STATION DESCRIPTION
 HK0024
 HK0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 HK0024'5.8 MI N FROM TRINIDAD.
 HK0024'5.8 MILES NORTH ALONG THE COLORADO AND SOUTHERN RAILWAY FROM THE
 HK0024'STATION AT TRINIDAD, LAS ANIMAS COUNTY, 0.4 MI. S OF THE STATION
 HK0024'AT BOWEN, 96 FT SOUTH OF THE CENTER OF A CONCRETE CULVERT WHICH IS
 HK0024'UNDER BOTH THE TRACK AND U.S. HIGHWAY 85, 41.5 FEET WEST OF THE
 HK0024'CENTERLINE OF THE WEST TRACK, 20.5 FEET EAST OF THE EAST EDGE OF
 HK0024'THE PAVEMENT ON U.S. HIGHWAY 85, 4 FEET LOWER THAN THE TRACK, AND
 HK0024'1/2 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED 6133.590
 HK0024'J 21 1929 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 HK0024'ABOVE GROUND.
 HK0024
 HK0024                          STATION RECOVERY (1935)
 HK0024
 HK0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 HK0024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3118 ***********************************************************************
 AA3118  DESIGNATION -  J 21 RESET
 AA3118  PID         -  AA3118
 AA3118  STATE/COUNTY-  CO/LAS ANIMAS
 AA3118  USGS QUAD   -  TRINIDAD EAST (1971)
 AA3118
 AA3118                         *CURRENT SURVEY CONTROL
 AA3118  ___________________________________________________________________
 AA3118* NAD 83(1992)-  37 14 38.14668(N)    104 29 53.58080(W)     ADJUSTED  
 AA3118* NAVD 88     -      1872.06   (meters)    6141.9    (feet)  LEVELING  
 AA3118  ___________________________________________________________________
 AA3118  X           -  -1,273,061.753 (meters)                     COMP
 AA3118  Y           -  -4,923,196.611 (meters)                     COMP
 AA3118  Z           -   3,840,100.001 (meters)                     COMP
 AA3118  LAPLACE CORR-          -7.24  (seconds)                    DEFLEC99
 AA3118  ELLIP HEIGHT-        1853.06  (meters)          (12/03/02) GPS OBS
 AA3118  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 AA3118
 AA3118  HORZ ORDER  -  FIRST
 AA3118  VERT ORDER  -  THIRD ?
 AA3118  ELLP ORDER  -  FOURTH    CLASS II
 AA3118
 AA3118.The horizontal coordinates were established by GPS observations
 AA3118.and adjusted by the National Geodetic Survey in December 1994..
 AA3118
 AA3118.The orthometric height was determined by differential leveling.
 AA3118.The vertical network tie was performed by a horz. field party for horz.
 AA3118.obs reductions. Reset procedures were used to establish the elevation.
 AA3118
 AA3118.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3118
 AA3118.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3118
 AA3118.The ellipsoidal height was determined by GPS observations
 AA3118.and is referenced to NAD 83.
 AA3118
 AA3118.The geoid height was determined by GEOID03.
 AA3118
 AA3118;                    North         East     Units Scale Factor Converg.
 AA3118;SPC CO S     -   369,344.274 1,003,284.687   MT  0.99999809   +0 36 52.1
 AA3118;SPC CO S     - 1,211,757.01  3,291,609.84   sFT  0.99999809   +0 36 52.1
 AA3118;UTM  13      - 4,122,050.779   544,503.815   MT  0.99962440   +0 18 13.3
 AA3118
 AA3118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3118!SPC CO S     -   0.99970929  x   0.99999809  =   0.99970738
 AA3118!UTM  13      -   0.99970929  x   0.99962440  =   0.99933380
 AA3118
 AA3118                          SUPERSEDED SURVEY CONTROL
 AA3118
 AA3118  ELLIP H (12/30/94) 1853.06   (m)                       GP(       ) 3 1
 AA3118
 AA3118.Superseded values are not recommended for survey control.
 AA3118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3118.See file dsdata.txt to determine how the superseded data were derived.
 AA3118
 AA3118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB4450422051(NAD 83)
 AA3118_MARKER: I = METAL ROD
 AA3118_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA3118_STAMPING: J 21 RESET 1993
 AA3118_MARK LOGO: NGS   
 AA3118_PROJECTION: FLUSH
 AA3118_MAGNETIC: I = MARKER IS A STEEL ROD
 AA3118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3118+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2004
 AA3118_ROD/PIPE-DEPTH: 7.9  meters
 AA3118_SLEEVE-DEPTH  : 0.9 meters
 AA3118
 AA3118  HISTORY     - Date     Condition        Report By
 AA3118  HISTORY     - 1993     MONUMENTED       NGS
 AA3118  HISTORY     - 20040229 GOOD             USPSQD
 AA3118
 AA3118                          STATION DESCRIPTION
 AA3118
 AA3118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RSC)
 AA3118'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) NORTH OF TRINIDAD, 5.5 MI
 AA3118'(8.9 KM) WEST-NORTHWEST OF BESHOAR AND 2.3 MI (3.7 KM) NORTHWEST OF EL
 AA3118'MORO, IN THE NORTHWEST 1/4 OF SECTION 19, T 32 S, R 63 W, AT
 AA3118'INTERSTATE 25 MILEPOST 19.1.  OWNERSHIP--COLORADO DEPT. OF
 AA3118'TRANSPORTATION RIGHT-OF-WAY. TO REACH THE STATION FROM INTERSTATE 25
 AA3118'AND EXIT 18, EL MORO ROAD, GO NORTH ON INTERSTATE 25 FOR 1.3 MI (2.1
 AA3118'KM) TO THE STATION ON THE RIGHT IN THE RIGHT-OF-WAY.  IT IS 0.4 MI
 AA3118'(0.6 KM) NORTH OF RAILROAD MILEPOST 207. THE MARK IS A PUNCH HOLE TOP
 AA3118'CENTER ON A STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 1-INCH
 AA3118'GREASED SLEEVE, IN A 5-INCH PVC PIPE WITH A LOGO CAP SET IN A 0.7 M
 AA3118'(2.3 FT) CONCRETE COLLAR FLUSH WITH THE GROUND. IT IS 30.2 M (99.1 FT)
 AA3118'WEST OF THE CENTER OF THE RAILROAD TRACKS, 23.1 M (75.8 FT) EAST OF
 AA3118'THE CENTERLINE OF NORTHBOUND INTERSTATE 25, 16.3 M (53.5 FT) EAST OF
 AA3118'THE EAST EDGE OF PAVEMENT OF INTERSTATE 25, 0.9 M (3.0 FT) NORTH OF A
 AA3118'WITNESS POST, 0.6 M (2.0 FT) SOUTH OF A WITNESS POST AND 59.7 M (195.9
 AA3118'FT) SOUTH-SOUTHEAST OF THE OLD BENCH MARK.
 AA3118
 AA3118                          STATION RECOVERY (2004)
 AA3118
 AA3118'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AA3118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0785 ***********************************************************************
 LK0785  DESIGNATION -  J 213 RESET
 LK0785  PID         -  LK0785
 LK0785  STATE/COUNTY-  CO/PHILLIPS
 LK0785  USGS QUAD   -  AMHERST (1980)
 LK0785
 LK0785                         *CURRENT SURVEY CONTROL
 LK0785  ___________________________________________________________________
 LK0785* NAD 83(1986)-  40 37 37.     (N)    102 14 51.     (W)     SCALED    
 LK0785* NAVD 88     -      1133.78   (meters)    3719.7    (feet)  RESET     
 LK0785  ___________________________________________________________________
 LK0785  GEOID HEIGHT-         -21.01  (meters)                     GEOID03
 LK0785
 LK0785  VERT ORDER  -  THIRD
 LK0785
 LK0785.The horizontal coordinates were scaled from a topographic map and have
 LK0785.an estimated accuracy of +/- 6 seconds.
 LK0785
 LK0785.The orthometric height was computed from unverified reset data.
 LK0785.No vertical observational check was made to the station.
 LK0785
 LK0785.The geoid height was determined by GEOID03.
 LK0785
 LK0785;                    North         East    Units  Estimated Accuracy
 LK0785;SPC CO N     -   453,480.    1,189,520.      MT  (+/- 180 meters Scaled)
 LK0785
 LK0785                          SUPERSEDED SURVEY CONTROL
 LK0785
 LK0785  NGVD 29 (03/28/06) 1133.33   (m)         3718.3    (f) RESET       3  
 LK0785
 LK0785.Superseded values are not recommended for survey control.
 LK0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0785.See file dsdata.txt to determine how the superseded data were derived.
 LK0785
 LK0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF328009(NAD 83)
 LK0785_MARKER: DB = BENCH MARK DISK
 LK0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0785_SP_SET: CONCRETE POST
 LK0785_STAMPING: J 213 RESET 1981
 LK0785_MARK LOGO: NGS   
 LK0785_PROJECTION: PROJECTING 10 CENTIMETERS
 LK0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0785+STABILITY: SURFACE MOTION
 LK0785
 LK0785  HISTORY     - Date     Condition        Report By
 LK0785  HISTORY     - 1981     MONUMENTED       NGS
 LK0785
 LK0785                          STATION DESCRIPTION
 LK0785
 LK0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 LK0785'6.3 KM (3.90 MI) NE FROM HOLYOKE.
 LK0785'6.3 KM (3.90 MI) NORTHEAST OF HOLYOKE ALONG THE BURLINGTON RAILROAD AT
 LK0785'MILEPOST 176, 22.1 M (72.5 FT) SOUTHEAST FROM THE CENTERLINE OF
 LK0785'COLORADO STATE HIGHWAY 176, 4.6 M (15.1 FT) NORTH-NORTHWEST FROM THE
 LK0785'NORTH RAIL OF THE TRACK, AND 1.1 M (3.6 FT) FROM MILEPOST 176.
 LK0785'THE MARK IS 2.6 FT  NE FROM  A WITNESS POST
 LK0785'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0137 ***********************************************************************
 HK0137  DESIGNATION -  J 22
 HK0137  PID         -  HK0137
 HK0137  STATE/COUNTY-  CO/PUEBLO
 HK0137  USGS QUAD   -  GRANEROS FLATS (1970)
 HK0137
 HK0137                         *CURRENT SURVEY CONTROL
 HK0137  ___________________________________________________________________
 HK0137* NAD 83(1986)-  37 55 16.     (N)    104 37 38.     (W)     SCALED    
 HK0137* NAVD 88     -      1703.346  (meters)    5588.39   (feet)  ADJUSTED  
 HK0137  ___________________________________________________________________
 HK0137  GEOID HEIGHT-         -18.59  (meters)                     GEOID03
 HK0137  DYNAMIC HT  -        1701.456 (meters)    5582.19  (feet)  COMP
 HK0137  MODELED GRAV-     979,459.7   (mgal)                       NAVD 88
 HK0137
 HK0137  VERT ORDER  -  FIRST     CLASS II
 HK0137
 HK0137.The horizontal coordinates were scaled from a topographic map and have
 HK0137.an estimated accuracy of +/- 6 seconds.
 HK0137
 HK0137.The orthometric height was determined by differential leveling
 HK0137.and adjusted by the National Geodetic Survey in June 1991..
 HK0137
 HK0137.The geoid height was determined by GEOID03.
 HK0137
 HK0137.The dynamic height is computed by dividing the NAVD 88
 HK0137.geopotential number by the normal gravity value computed on the
 HK0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0137.degrees latitude (g = 980.6199 gals.).
 HK0137
 HK0137.The modeled gravity was interpolated from observed gravity values.
 HK0137
 HK0137;                    North         East    Units  Estimated Accuracy
 HK0137;SPC CO S     -   444,380.      991,140.      MT  (+/- 180 meters Scaled)
 HK0137
 HK0137                          SUPERSEDED SURVEY CONTROL
 HK0137
 HK0137  NGVD 29 (??/??/92) 1702.449  (m)         5585.45   (f) ADJ UNCH    1 2
 HK0137
 HK0137.Superseded values are not recommended for survey control.
 HK0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0137.See file dsdata.txt to determine how the superseded data were derived.
 HK0137
 HK0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB327971(NAD 83)
 HK0137_MARKER: DB = BENCH MARK DISK
 HK0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0137_STAMPING: J 22 1929 5585.451
 HK0137_MARK LOGO: CGS   
 HK0137_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HK0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0137+STABILITY: SURFACE MOTION
 HK0137
 HK0137  HISTORY     - Date     Condition        Report By
 HK0137  HISTORY     - 1929     MONUMENTED       CGS
 HK0137  HISTORY     - 1935     GOOD             NGS
 HK0137  HISTORY     - 19960104 GOOD             CODOT
 HK0137
 HK0137                          STATION DESCRIPTION
 HK0137
 HK0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HK0137'26.4 MI S FROM PUEBLO.
 HK0137'26.4 MILES SOUTH ALONG THE COLORADO AND SOUTHERN RAILWAY FROM
 HK0137'UNION STATION AT PUEBLO, PUEBLO COUNTY, 1.5 MILES SOUTH OF THE
 HK0137'STATION AT CEDARWOOD, 289 FEET NORTHEAST OF MILEPOST 145, 90
 HK0137'FEET SOUTHEAST OF THE CENTERLINE OF THE EAST TRACK, 2 FEET NORTHWEST
 HK0137'OF THE SOUTHEAST RIGHT-OF-WAY FENCE, AND 3 FEET HIGHER THAN THE TRACK.
 HK0137'A STANDARD DISK, STAMPED 5585.451 J 22 1929 AND SET IN THE TOP OF
 HK0137'A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
 HK0137
 HK0137                          STATION RECOVERY (1996)
 HK0137
 HK0137'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (PG)
 HK0137'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0199 ***********************************************************************
 KK0199  DESIGNATION -  J 23
 KK0199  PID         -  KK0199
 KK0199  STATE/COUNTY-  CO/DOUGLAS
 KK0199  USGS QUAD   -  CASTLE ROCK NORTH (1994)
 KK0199
 KK0199                         *CURRENT SURVEY CONTROL
 KK0199  ___________________________________________________________________
 KK0199* NAD 83(1986)-  39 23 54.     (N)    104 52 09.     (W)     SCALED    
 KK0199* NAVD 88     -      1864.977  (meters)    6118.68   (feet)  ADJUSTED  
 KK0199  ___________________________________________________________________
 KK0199  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 KK0199  DYNAMIC HT  -        1863.054 (meters)    6112.37  (feet)  COMP
 KK0199  MODELED GRAV-     979,529.9   (mgal)                       NAVD 88
 KK0199
 KK0199  VERT ORDER  -  FIRST     CLASS II
 KK0199
 KK0199.The horizontal coordinates were scaled from a topographic map and have
 KK0199.an estimated accuracy of +/- 6 seconds.
 KK0199
 KK0199.The orthometric height was determined by differential leveling
 KK0199.and adjusted by the National Geodetic Survey in June 1991..
 KK0199
 KK0199.The geoid height was determined by GEOID03.
 KK0199
 KK0199.The dynamic height is computed by dividing the NAVD 88
 KK0199.geopotential number by the normal gravity value computed on the
 KK0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0199.degrees latitude (g = 980.6199 gals.).
 KK0199
 KK0199.The modeled gravity was interpolated from observed gravity values.
 KK0199
 KK0199;                    North         East    Units  Estimated Accuracy
 KK0199;SPC CO C     -   478,720.      968,740.      MT  (+/- 180 meters Scaled)
 KK0199
 KK0199                          SUPERSEDED SURVEY CONTROL
 KK0199
 KK0199  NGVD 29 (??/??/92) 1863.972  (m)         6115.38   (f) ADJ UNCH    1 2
 KK0199
 KK0199.Superseded values are not recommended for survey control.
 KK0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0199.See file dsdata.txt to determine how the superseded data were derived.
 KK0199
 KK0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED112609(NAD 83)
 KK0199_MARKER: DB = BENCH MARK DISK
 KK0199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0199_STAMPING: J 23 1929
 KK0199_MARK LOGO: CGS   
 KK0199_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0199+STABILITY: SURFACE MOTION
 KK0199
 KK0199  HISTORY     - Date     Condition        Report By
 KK0199  HISTORY     - 1929     MONUMENTED       CGS
 KK0199  HISTORY     - 1952     GOOD             NGS
 KK0199  HISTORY     - 1983     GOOD             NGS
 KK0199  HISTORY     - 19940908 GOOD             MSAM
 KK0199
 KK0199                          STATION DESCRIPTION
 KK0199
 KK0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KK0199'2 MI N FROM CASTLE ROCK.
 KK0199'2.0 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KK0199'FROM THE STATION AT CASTLE ROCK, 0.5 MILE SOUTH OF MILEPOST 30, 59
 KK0199'FEET EAST OF THE CENTER OF A ROAD CROSSING, 46.7 FEET NORTHEAST OF
 KK0199'THE NORTHEAST RAIL, 15 FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE
 KK0199'ROAD, 2 FEET SOUTHWEST OF A FENCE, 2 FEET NORTHWEST OF A WITNESS POST,
 KK0199'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE
 KK0199'GROUND.
 KK0199
 KK0199                          STATION RECOVERY (1983)
 KK0199
 KK0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0199'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.6 KM (1.0 MI)
 KK0199'NORTHWESTERLY ALONG THE DENVER AND RIO GRANDE RAILROAD FROM ITS
 KK0199'JUNCTION WITH INTERSTATE HIGHWAY 25 IN CASTLE ROCK.
 KK0199
 KK0199                          STATION RECOVERY (1994)
 KK0199
 KK0199'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1994 (KH)
 KK0199'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0128 ***********************************************************************
 KK0128  DESIGNATION -  J 24
 KK0128  PID         -  KK0128
 KK0128  STATE/COUNTY-  CO/EL PASO
 KK0128  USGS QUAD   -  PEYTON (1975)
 KK0128
 KK0128                         *CURRENT SURVEY CONTROL
 KK0128  ___________________________________________________________________
 KK0128* NAD 83(1986)-  39 03 15.     (N)    104 25 49.     (W)     SCALED    
 KK0128* NAVD 88     -      2096.519  (meters)    6878.33   (feet)  ADJUSTED  
 KK0128  ___________________________________________________________________
 KK0128  GEOID HEIGHT-         -18.08  (meters)                     GEOID03
 KK0128  DYNAMIC HT  -        2094.220 (meters)    6870.79  (feet)  COMP
 KK0128  MODELED GRAV-     979,455.8   (mgal)                       NAVD 88
 KK0128
 KK0128  VERT ORDER  -  SECOND    CLASS 0
 KK0128
 KK0128.The horizontal coordinates were scaled from a topographic map and have
 KK0128.an estimated accuracy of +/- 6 seconds.
 KK0128
 KK0128.The orthometric height was determined by differential leveling
 KK0128.and adjusted by the National Geodetic Survey in June 1991..
 KK0128
 KK0128.The geoid height was determined by GEOID03.
 KK0128
 KK0128.The dynamic height is computed by dividing the NAVD 88
 KK0128.geopotential number by the normal gravity value computed on the
 KK0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0128.degrees latitude (g = 980.6199 gals.).
 KK0128
 KK0128.The modeled gravity was interpolated from observed gravity values.
 KK0128
 KK0128;                    North         East    Units  Estimated Accuracy
 KK0128;SPC CO C     -   440,870.    1,006,990.      MT  (+/- 180 meters Scaled)
 KK0128
 KK0128                          SUPERSEDED SURVEY CONTROL
 KK0128
 KK0128  NGVD 29 (??/??/92) 2095.412  (m)         6874.70   (f) ADJ UNCH    2 0
 KK0128
 KK0128.Superseded values are not recommended for survey control.
 KK0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0128.See file dsdata.txt to determine how the superseded data were derived.
 KK0128
 KK0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED492229(NAD 83)
 KK0128_MARKER: DB = BENCH MARK DISK
 KK0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0128_STAMPING: J 24 1929
 KK0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0128+STABILITY: SURFACE MOTION
 KK0128
 KK0128  HISTORY     - Date     Condition        Report By
 KK0128  HISTORY     - 1929     MONUMENTED       CGS
 KK0128  HISTORY     - 1935     GOOD             NGS
 KK0128
 KK0128                          STATION DESCRIPTION
 KK0128
 KK0128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KK0128'3.5 MI NE FROM PEYTON.
 KK0128'3.5 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KK0128'RAILROAD FROM THE STATION AT PETYON, 0.3 MILE NORTHEAST OF THE
 KK0128'SIDING AT TIP TOP, 6 POLES SOUTHWEST OF MILEPOST 578, 90.5 FEET
 KK0128'NORTHWEST OF THE CENTERLINE OF THE TRACK, 50 FEET NORTHEAST OF THE
 KK0128'NORTHEAST END OF A DIRT CUT, 20 FEET SOUTHEAST OF A WAGON ROAD, 2
 KK0128'FEET SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY FENCE, AND ABOUT 3
 KK0128'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED J 24 1929 AND
 KK0128'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE
 KK0128'GROUND.  NOTE-- DISK HAS SAME APPEARANCE AS K 24 AND WHILE IT IS
 KK0128'SOLIDLY IMBEDDED IT MAY HAVE BEEN RESET IN THE TOP OF THE CONCRETE
 KK0128'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0190 ***********************************************************************
 KJ0190  DESIGNATION -  J 25
 KJ0190  PID         -  KJ0190
 KJ0190  STATE/COUNTY-  CO/LINCOLN
 KJ0190  USGS QUAD   -  HUGO SW (1979)
 KJ0190
 KJ0190                         *CURRENT SURVEY CONTROL
 KJ0190  ___________________________________________________________________
 KJ0190* NAD 83(1986)-  39 06 27.     (N)    103 25 33.     (W)     SCALED    
 KJ0190* NAVD 88     -      1519.329  (meters)    4984.67   (feet)  ADJUSTED  
 KJ0190  ___________________________________________________________________
 KJ0190  GEOID HEIGHT-         -20.72  (meters)                     GEOID03
 KJ0190  DYNAMIC HT  -        1517.864 (meters)    4979.86  (feet)  COMP
 KJ0190  MODELED GRAV-     979,610.2   (mgal)                       NAVD 88
 KJ0190
 KJ0190  VERT ORDER  -  FIRST     CLASS II
 KJ0190
 KJ0190.The horizontal coordinates were scaled from a topographic map and have
 KJ0190.an estimated accuracy of +/- 6 seconds.
 KJ0190
 KJ0190.The orthometric height was determined by differential leveling
 KJ0190.and adjusted by the National Geodetic Survey in June 1991..
 KJ0190
 KJ0190.The geoid height was determined by GEOID03.
 KJ0190
 KJ0190.The dynamic height is computed by dividing the NAVD 88
 KJ0190.geopotential number by the normal gravity value computed on the
 KJ0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0190.degrees latitude (g = 980.6199 gals.).
 KJ0190
 KJ0190.The modeled gravity was interpolated from observed gravity values.
 KJ0190
 KJ0190;                    North         East    Units  Estimated Accuracy
 KJ0190;SPC CO C     -   448,290.    1,093,780.      MT  (+/- 180 meters Scaled)
 KJ0190
 KJ0190                          SUPERSEDED SURVEY CONTROL
 KJ0190
 KJ0190  NGVD 29 (??/??/92) 1518.582  (m)         4982.21   (f) ADJ UNCH    1 2
 KJ0190
 KJ0190.Superseded values are not recommended for survey control.
 KJ0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0190.See file dsdata.txt to determine how the superseded data were derived.
 KJ0190
 KJ0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD361298(NAD 83)
 KJ0190_MARKER: DB = BENCH MARK DISK
 KJ0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0190_STAMPING: J 25 1929
 KJ0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0190+STABILITY: SURFACE MOTION
 KJ0190
 KJ0190  HISTORY     - Date     Condition        Report By
 KJ0190  HISTORY     - 1929     MONUMENTED       CGS
 KJ0190  HISTORY     - 1938     GOOD             NGS
 KJ0190
 KJ0190                          STATION DESCRIPTION
 KJ0190
 KJ0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KJ0190'3.2 MI SE FROM HUGO.
 KJ0190'3.2 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KJ0190'STATION AT HUGO, LINCOLN COUNTY, 0.4 MILE NORTHWEST OF MILEPOST 532,
 KJ0190'521 FEET NORTHWEST OF THE NORTHWEST END OF WOODEN BRIDGE 532.30, 519
 KJ0190'FEET SOUTHEAST OF THE SOUTHEAST END OF WOODEN BRIDGE 532.51,
 KJ0190'ABOUT 100 FEET SOUTH OF OLD U.S. HIGHWAY 40 S, 84 FEET NORTH OF THE
 KJ0190'CENTERLINE OF THE TRACK, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A
 KJ0190'STANDARD DISK, STAMPED J 25 1929 AND SET IN THE TOP OF A CONCRETE
 KJ0190'POST PROJECTING 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0141 ***********************************************************************
 JK0141  DESIGNATION -  J 255
 JK0141  PID         -  JK0141
 JK0141  STATE/COUNTY-  CO/FREMONT
 JK0141  USGS QUAD   -  PIERCE GULCH (1994)
 JK0141
 JK0141                         *CURRENT SURVEY CONTROL
 JK0141  ___________________________________________________________________
 JK0141* NAD 83(1992)-  38 29 28.26952(N)    104 57 37.66881(W)     ADJUSTED  
 JK0141* NAVD 88     -      1768.177  (meters)    5801.09   (feet)  ADJUSTED  
 JK0141  ___________________________________________________________________
 JK0141  X           -  -1,290,774.876 (meters)                     COMP
 JK0141  Y           -  -4,830,568.118 (meters)                     COMP
 JK0141  Z           -   3,949,353.406 (meters)                     COMP
 JK0141  LAPLACE CORR-          -8.24  (seconds)                    DEFLEC99
 JK0141  ELLIP HEIGHT-        1750.93  (meters)          (12/03/02) GPS OBS
 JK0141  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 JK0141  DYNAMIC HT  -        1766.243 (meters)    5794.75  (feet)  COMP
 JK0141  MODELED GRAV-     979,472.6   (mgal)                       NAVD 88
 JK0141
 JK0141  HORZ ORDER  -  FIRST
 JK0141  VERT ORDER  -  SECOND    CLASS 0
 JK0141  ELLP ORDER  -  FOURTH    CLASS II
 JK0141
 JK0141.The horizontal coordinates were established by GPS observations
 JK0141.and adjusted by the National Geodetic Survey in December 2002..
 JK0141
 JK0141.The orthometric height was determined by differential leveling
 JK0141.and adjusted by the National Geodetic Survey in June 1991..
 JK0141
 JK0141.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK0141
 JK0141.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0141
 JK0141.The ellipsoidal height was determined by GPS observations
 JK0141.and is referenced to NAD 83.
 JK0141
 JK0141.The geoid height was determined by GEOID03.
 JK0141
 JK0141.The dynamic height is computed by dividing the NAVD 88
 JK0141.geopotential number by the normal gravity value computed on the
 JK0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0141.degrees latitude (g = 980.6199 gals.).
 JK0141
 JK0141.The modeled gravity was interpolated from observed gravity values.
 JK0141
 JK0141;                    North         East     Units Scale Factor Converg.
 JK0141;SPC CO C     -   377,967.167   961,472.174   MT  0.99999216   +0 20 25.0
 JK0141;SPC CO C     - 1,240,047.28  3,154,429.96   sFT  0.99999216   +0 20 25.0
 JK0141;SPC CO S     -   507,436.734   961,473.079   MT  1.00001107   +0 19 51.4
 JK0141;SPC CO S     - 1,664,815.35  3,154,432.93   sFT  1.00001107   +0 19 51.4
 JK0141;UTM  13      - 4,260,316.150   503,447.914   MT  0.99960015   +0 01 28.6
 JK0141
 JK0141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0141!SPC CO C     -   0.99972535  x   0.99999216  =   0.99971751
 JK0141!SPC CO S     -   0.99972535  x   1.00001107  =   0.99973641
 JK0141!UTM  13      -   0.99972535  x   0.99960015  =   0.99932560
 JK0141
 JK0141                          SUPERSEDED SURVEY CONTROL
 JK0141
 JK0141  NAD 83(1992)-  38 29 28.26994(N)    104 57 37.66171(W) AD(       ) 1
 JK0141  ELLIP H (01/07/93) 1750.92   (m)                       GP(       ) 4 2
 JK0141  NAD 83(1986)-  38 29 28.26024(N)    104 57 37.66193(W) AD(       ) 1
 JK0141  NGVD 29 (??/??/92) 1767.170  (m)         5797.79   (f) ADJ UNCH    2 0
 JK0141
 JK0141.Superseded values are not recommended for survey control.
 JK0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0141.See file dsdata.txt to determine how the superseded data were derived.
 JK0141
 JK0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC0344860316(NAD 83)
 JK0141_MARKER: DB = BENCH MARK DISK
 JK0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0141_STAMPING: J 255 1938
 JK0141_MARK LOGO: CGS   
 JK0141_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0141+STABILITY: SURFACE MOTION
 JK0141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0141+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1997
 JK0141
 JK0141  HISTORY     - Date     Condition        Report By
 JK0141  HISTORY     - 1938     MONUMENTED       CGS
 JK0141  HISTORY     - 1984     GOOD             NGS
 JK0141  HISTORY     - 19860627 GOOD
 JK0141  HISTORY     - 19970818 GOOD             CODOT
 JK0141
 JK0141                          STATION DESCRIPTION
 JK0141
 JK0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JK0141'4.9 MI NE FROM PENROSE.
 JK0141'4.9 MILES NORTHEAST ALONG STATE HIGHWAY 115 FROM THE JUNCTION WITH
 JK0141'STATE HIGHWAY 120 AT PENROSE, AT A POINT WHERE THE OLD ROADBED IS
 JK0141'50 FEET WEST OF THE HIGHWAY, 20 FEET SOUTH OF A ROCK-CRIBBED CULVERT
 JK0141'ON THE OLD ROAD, AND 43 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 JK0141'A STANDARD DISK, STAMPED J 255 1938 AND SET IN THE TOP OF A CONCRETE
 JK0141'POST.
 JK0141
 JK0141                          STATION RECOVERY (1984)
 JK0141
 JK0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0141'NEW DESC: 11.75 KM (7.3 MI) NORTHEAST ALONG STATE HIGHWAY 115 FROM
 JK0141'ITS INTERSECTION WITH U.S. HIGHWAY 50, 44.5 M (146 FT) SOUTHWEST OF A
 JK0141'LOCKED GATE INTO FORT CARSON WHERE THE GATE ROAD ENTERS THE HIGHWAY,
 JK0141'18.9 M (62 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 115, 15.2 M
 JK0141'(50 FT) SOUTHWEST FROM THE CENTER OF A ROCK CRIBBED CULVERT.
 JK0141
 JK0141                          STATION RECOVERY (1986)
 JK0141
 JK0141'RECOVERED 1986
 JK0141'RECOVERED IN GOOD CONDITION.
 JK0141
 JK0141                          STATION RECOVERY (1997)
 JK0141
 JK0141'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (PGG)
 JK0141'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0316 ***********************************************************************
 JJ0316  DESIGNATION -  J 256
 JJ0316  PID         -  JJ0316
 JJ0316  STATE/COUNTY-  CO/CHEYENNE
 JJ0316  USGS QUAD   -  AROYA (1978)
 JJ0316
 JJ0316                         *CURRENT SURVEY CONTROL
 JJ0316  ___________________________________________________________________
 JJ0316* NAD 83(1986)-  38 51 29.     (N)    103 08 29.     (W)     SCALED    
 JJ0316* NAVD 88     -      1394.347  (meters)    4574.62   (feet)  ADJUSTED  
 JJ0316  ___________________________________________________________________
 JJ0316  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 JJ0316  DYNAMIC HT  -        1393.001 (meters)    4570.20  (feet)  COMP
 JJ0316  MODELED GRAV-     979,614.6   (mgal)                       NAVD 88
 JJ0316
 JJ0316  VERT ORDER  -  FIRST     CLASS II
 JJ0316
 JJ0316.The horizontal coordinates were scaled from a topographic map and have
 JJ0316.an estimated accuracy of +/- 6 seconds.
 JJ0316
 JJ0316.The orthometric height was determined by differential leveling
 JJ0316.and adjusted by the National Geodetic Survey in June 1991..
 JJ0316
 JJ0316.The geoid height was determined by GEOID03.
 JJ0316
 JJ0316.The dynamic height is computed by dividing the NAVD 88
 JJ0316.geopotential number by the normal gravity value computed on the
 JJ0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0316.degrees latitude (g = 980.6199 gals.).
 JJ0316
 JJ0316.The modeled gravity was interpolated from observed gravity values.
 JJ0316
 JJ0316;                    North         East    Units  Estimated Accuracy
 JJ0316;SPC CO C     -   421,210.    1,119,090.      MT  (+/- 180 meters Scaled)
 JJ0316
 JJ0316                          SUPERSEDED SURVEY CONTROL
 JJ0316
 JJ0316  NGVD 29 (??/??/92) 1393.688  (m)         4572.46   (f) ADJ UNCH    1 2
 JJ0316
 JJ0316.Superseded values are not recommended for survey control.
 JJ0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0316.See file dsdata.txt to determine how the superseded data were derived.
 JJ0316
 JJ0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD612026(NAD 83)
 JJ0316_MARKER: DB = BENCH MARK DISK
 JJ0316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0316_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0316_STAMPING: J 256 1938
 JJ0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0316+STABILITY: SURFACE MOTION
 JJ0316
 JJ0316  HISTORY     - Date     Condition        Report By
 JJ0316  HISTORY     - 1938     MONUMENTED       CGS
 JJ0316  HISTORY     - 1942     GOOD             NGS
 JJ0316  HISTORY     - 1976     GOOD             USGS
 JJ0316
 JJ0316                          STATION DESCRIPTION
 JJ0316
 JJ0316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JJ0316'0.4 MI NW FROM AROYA.
 JJ0316'0.4 MILE NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JJ0316'STATION AT AROYA, CHEYENNE COUNTY, 6 FEET WEST OF MILEPOST 508,
 JJ0316'80 FEET SOUTH OF OLD U.S. HIGHWAY 40 S, 85 FEET NORTH OF THE TRACK
 JJ0316'AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED
 JJ0316'J 256 1938 AND SET IN THE TOP OF A CONCRETE POST.
 JJ0316
 JJ0316                          STATION RECOVERY (1976)
 JJ0316
 JJ0316'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JJ0316'0.25 MI. NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM AROYA. 1205
 JJ0316'FEET SOUTH EAST OF THE X-ING OF COLO. HWY 94 AND THE RAILROAD. 6 FEET
 JJ0316'WEST OF MILE POST 508, 142 FEET SOUTH OF OLD U.S. HWY. 40, 84 FEET
 JJ0316'NORTH OF R.R. AND IN LINE WITH A ROW OF POLES. A STANDARD DISK,
 JJ0316'STAMPED J 256 1938 AND SET IN A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0221 ***********************************************************************
 KJ0221  DESIGNATION -  J 257
 KJ0221  PID         -  KJ0221
 KJ0221  STATE/COUNTY-  CO/LINCOLN
 KJ0221  USGS QUAD   -  BARRON CREEK (1979)
 KJ0221
 KJ0221                         *CURRENT SURVEY CONTROL
 KJ0221  ___________________________________________________________________
 KJ0221* NAD 83(1986)-  39 14 08.     (N)    103 37 30.     (W)     SCALED    
 KJ0221* NAVD 88     -      1606.117  (meters)    5269.40   (feet)  ADJUSTED  
 KJ0221  ___________________________________________________________________
 KJ0221  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 KJ0221  DYNAMIC HT  -        1604.570 (meters)    5264.33  (feet)  COMP
 KJ0221  MODELED GRAV-     979,607.1   (mgal)                       NAVD 88
 KJ0221
 KJ0221  VERT ORDER  -  FIRST     CLASS II
 KJ0221
 KJ0221.The horizontal coordinates were scaled from a topographic map and have
 KJ0221.an estimated accuracy of +/- 6 seconds.
 KJ0221
 KJ0221.The orthometric height was determined by differential leveling
 KJ0221.and adjusted by the National Geodetic Survey in June 1991..
 KJ0221
 KJ0221.The geoid height was determined by GEOID03.
 KJ0221
 KJ0221.The dynamic height is computed by dividing the NAVD 88
 KJ0221.geopotential number by the normal gravity value computed on the
 KJ0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0221.degrees latitude (g = 980.6199 gals.).
 KJ0221
 KJ0221.The modeled gravity was interpolated from observed gravity values.
 KJ0221
 KJ0221;                    North         East    Units  Estimated Accuracy
 KJ0221;SPC CO C     -   462,130.    1,076,270.      MT  (+/- 180 meters Scaled)
 KJ0221
 KJ0221                          SUPERSEDED SURVEY CONTROL
 KJ0221
 KJ0221  NGVD 29 (??/??/92) 1605.326  (m)         5266.81   (f) ADJ UNCH    1 2
 KJ0221
 KJ0221.Superseded values are not recommended for survey control.
 KJ0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0221.See file dsdata.txt to determine how the superseded data were derived.
 KJ0221
 KJ0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD186438(NAD 83)
 KJ0221_MARKER: DB = BENCH MARK DISK
 KJ0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0221_STAMPING: J 257 1938
 KJ0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0221+STABILITY: SURFACE MOTION
 KJ0221
 KJ0221  HISTORY     - Date     Condition        Report By
 KJ0221  HISTORY     - 1938     MONUMENTED       CGS
 KJ0221
 KJ0221                          STATION DESCRIPTION
 KJ0221
 KJ0221'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KJ0221'4 MI SE FROM LIMON.
 KJ0221'4.0 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KJ0221'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION AT LIMON,
 KJ0221'LINCOLN COUNTY, 45 FEET NORTH OF THE NORTHWEST END OF BRIDGE 546.69
 KJ0221'AND 1 FOOT EAST OF A NORTH-AND-SOUTH FENCE.  A STANDARD DISK, STAMPED
 KJ0221'J 257 1938 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 KJ0221'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0361 ***********************************************************************
 KJ0361  DESIGNATION -  J 258
 KJ0361  PID         -  KJ0361
 KJ0361  STATE/COUNTY-  CO/ELBERT
 KJ0361  USGS QUAD   -  NOONEN RESERVOIR SW (1969)
 KJ0361
 KJ0361                         *CURRENT SURVEY CONTROL
 KJ0361  ___________________________________________________________________
 KJ0361* NAD 83(1986)-  39 31 18.     (N)    103 59 07.     (W)     SCALED    
 KJ0361* NAVD 88     -      1620.724  (meters)    5317.33   (feet)  ADJUSTED  
 KJ0361  ___________________________________________________________________
 KJ0361  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 KJ0361  DYNAMIC HT  -        1619.207 (meters)    5312.35  (feet)  COMP
 KJ0361  MODELED GRAV-     979,633.6   (mgal)                       NAVD 88
 KJ0361
 KJ0361  VERT ORDER  -  FIRST     CLASS II
 KJ0361
 KJ0361.The horizontal coordinates were scaled from a topographic map and have
 KJ0361.an estimated accuracy of +/- 6 seconds.
 KJ0361
 KJ0361.The orthometric height was determined by differential leveling
 KJ0361.and adjusted by the National Geodetic Survey in June 1991..
 KJ0361
 KJ0361.The geoid height was determined by GEOID03.
 KJ0361
 KJ0361.The dynamic height is computed by dividing the NAVD 88
 KJ0361.geopotential number by the normal gravity value computed on the
 KJ0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0361.degrees latitude (g = 980.6199 gals.).
 KJ0361
 KJ0361.The modeled gravity was interpolated from observed gravity values.
 KJ0361
 KJ0361;                    North         East    Units  Estimated Accuracy
 KJ0361;SPC CO C     -   493,310.    1,044,640.      MT  (+/- 180 meters Scaled)
 KJ0361
 KJ0361                          SUPERSEDED SURVEY CONTROL
 KJ0361
 KJ0361  NGVD 29 (??/??/92) 1619.894  (m)         5314.60   (f) ADJ UNCH    1 2
 KJ0361
 KJ0361.Superseded values are not recommended for survey control.
 KJ0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0361.See file dsdata.txt to determine how the superseded data were derived.
 KJ0361
 KJ0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED872751(NAD 83)
 KJ0361_MARKER: DB = BENCH MARK DISK
 KJ0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0361_STAMPING: J 258 1938
 KJ0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0361+STABILITY: SURFACE MOTION
 KJ0361
 KJ0361  HISTORY     - Date     Condition        Report By
 KJ0361  HISTORY     - 1938     MONUMENTED       CGS
 KJ0361  HISTORY     - 1969     MARK NOT FOUND   USGS
 KJ0361
 KJ0361                          STATION DESCRIPTION
 KJ0361
 KJ0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KJ0361'4.8 MI NW FROM AGATE.
 KJ0361'4.8 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KJ0361'STATION AT AGATE, ELBERT COUNTY, 2 POLES WEST OF MILEPOST 577, AT
 KJ0361'CULVERT 577.06, AND IN THE TOP OF THE CONCRETE HEADWALL.  A
 KJ0361'STANDARD DISK, STAMPED J 258 1938.
 KJ0361
 KJ0361                          STATION RECOVERY (1969)
 KJ0361
 KJ0361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 KJ0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0321 ***********************************************************************
 KK0321  DESIGNATION -  J 259
 KK0321  PID         -  KK0321
 KK0321  STATE/COUNTY-  CO/ADAMS
 KK0321  USGS QUAD   -  WATKINS (1978)
 KK0321
 KK0321                         *CURRENT SURVEY CONTROL
 KK0321  ___________________________________________________________________
 KK0321* NAD 83(1986)-  39 44 42.     (N)    104 37 01.     (W)     SCALED    
 KK0321* NAVD 88     -      1682.047  (meters)    5518.52   (feet)  POSTED    
 KK0321  ___________________________________________________________________
 KK0321  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 KK0321  DYNAMIC HT  -        1680.450 (meters)    5513.28  (feet)  COMP
 KK0321  MODELED GRAV-     979,618.0   (mgal)                       NAVD 88
 KK0321
 KK0321  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 KK0321
 KK0321.The horizontal coordinates were scaled from a topographic map and have
 KK0321.an estimated accuracy of +/- 6 seconds.
 KK0321
 KK0321.The orthometric height was determined by differential leveling
 KK0321.and adjusted by the National Geodetic Survey in 1992..
 KK0321.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 KK0321.rate of 4.1 thru 8.0 mm/km.
 KK0321
 KK0321.The geoid height was determined by GEOID03.
 KK0321
 KK0321.The dynamic height is computed by dividing the NAVD 88
 KK0321.geopotential number by the normal gravity value computed on the
 KK0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0321.degrees latitude (g = 980.6199 gals.).
 KK0321
 KK0321.The modeled gravity was interpolated from observed gravity values.
 KK0321
 KK0321;                    North         East    Units  Estimated Accuracy
 KK0321;SPC CO N     -   350,890.      990,090.      MT  (+/- 180 meters Scaled)
 KK0321
 KK0321                          SUPERSEDED SURVEY CONTROL
 KK0321
 KK0321  NGVD 29 (??/??/92) 1681.114  (m)         5515.45   (f) ADJ UNCH    1 2
 KK0321
 KK0321.Superseded values are not recommended for survey control.
 KK0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0321.See file dsdata.txt to determine how the superseded data were derived.
 KK0321
 KK0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED328995(NAD 83)
 KK0321_MARKER: DB = BENCH MARK DISK
 KK0321_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0321_SP_SET: BRIDGE
 KK0321_STAMPING: J 259 1938
 KK0321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0321
 KK0321  HISTORY     - Date     Condition        Report By
 KK0321  HISTORY     - 1938     MONUMENTED       CGS
 KK0321  HISTORY     - 1939     GOOD             NGS
 KK0321  HISTORY     - 1982     GOOD             NGS
 KK0321  HISTORY     - 20000301 GOOD             ZYLSTR
 KK0321
 KK0321                          STATION DESCRIPTION
 KK0321
 KK0321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0321'0.6 MI W FROM WATKINS.
 KK0321'0.6 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KK0321'AT WATKINS, ADAMS COUNTY, 90 FEET SOUTHWEST OF MILEPOST 619, 190
 KK0321'FEET NORTH OF AN OLD BRIDGE, 15 FEET NORTH OF THE NORTH RAIL,
 KK0321'AT BRIDGE 619.01, AND IN THE TOP OF THE STONE WING WALL.  A
 KK0321'STANDARD DISK, STAMPED J 259 1938
 KK0321
 KK0321                          STATION RECOVERY (1982)
 KK0321
 KK0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0321'THE BENCH MARK IS ON THE NORTHEAST END OF THE BRIDGE IN THE TOP OF A
 KK0321'LARGE CUT BLOCK OF STONE.
 KK0321
 KK0321                          STATION RECOVERY (2000)
 KK0321
 KK0321'RECOVERY NOTE BY ZYLSTRA-BAKER SURVEYING INCORPORATED 2000 (LD)
 KK0321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0190 ***********************************************************************
 LK0190  DESIGNATION -  J 26
 LK0190  PID         -  LK0190
 LK0190  STATE/COUNTY-  CO/LOGAN
 LK0190  USGS QUAD   -  STERLING NORTH (1951)
 LK0190
 LK0190                         *CURRENT SURVEY CONTROL
 LK0190  ___________________________________________________________________
 LK0190* NAD 83(1986)-  40 40 12.     (N)    103 10 30.     (W)     SCALED    
 LK0190* NAVD 88     -      1191.984  (meters)    3910.70   (feet)  ADJUSTED  
 LK0190  ___________________________________________________________________
 LK0190  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 LK0190  DYNAMIC HT  -        1191.121 (meters)    3907.87  (feet)  COMP
 LK0190  MODELED GRAV-     979,859.7   (mgal)                       NAVD 88
 LK0190
 LK0190  VERT ORDER  -  FIRST     CLASS II
 LK0190
 LK0190.The horizontal coordinates were scaled from a topographic map and have
 LK0190.an estimated accuracy of +/- 6 seconds.
 LK0190
 LK0190.The orthometric height was determined by differential leveling
 LK0190.and adjusted by the National Geodetic Survey in June 1991..
 LK0190
 LK0190.The geoid height was determined by GEOID03.
 LK0190
 LK0190.The dynamic height is computed by dividing the NAVD 88
 LK0190.geopotential number by the normal gravity value computed on the
 LK0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0190.degrees latitude (g = 980.6199 gals.).
 LK0190
 LK0190.The modeled gravity was interpolated from observed gravity values.
 LK0190
 LK0190;                    North         East    Units  Estimated Accuracy
 LK0190;SPC CO N     -   455,790.    1,110,960.      MT  (+/- 180 meters Scaled)
 LK0190
 LK0190                          SUPERSEDED SURVEY CONTROL
 LK0190
 LK0190  NGVD 29 (??/??/92) 1191.456  (m)         3908.97   (f) ADJ UNCH    1 2
 LK0190
 LK0190.Superseded values are not recommended for survey control.
 LK0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0190.See file dsdata.txt to determine how the superseded data were derived.
 LK0190
 LK0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF542037(NAD 83)
 LK0190_MARKER: DB = BENCH MARK DISK
 LK0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0190_STAMPING: J 26 1933
 LK0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0190+STABILITY: SURFACE MOTION
 LK0190
 LK0190  HISTORY     - Date     Condition        Report By
 LK0190  HISTORY     - 1933     MONUMENTED       CGS
 LK0190  HISTORY     - 1934     GOOD             NGS
 LK0190  HISTORY     - 1985     MARK NOT FOUND   NGS
 LK0190
 LK0190                          STATION DESCRIPTION
 LK0190
 LK0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LK0190'3.4 MI N FROM STERLING.
 LK0190'3.4 MILES NORTH OF STERLING ON THE C.B. AND Q. J-26 IS LOCATED ON
 LK0190'THE R-W OF THE C.B AND Q. RAILROAD, AT A ROAD CROSSING, AT THE NORTH
 LK0190'END OF THE CURVE WHERE THE C.B. AND Q. JOINS THE UNION PACIFIC
 LK0190'RAILROAD, AT ACKERMAN SIDING, 20. POLES SOUTH OF MILEPOST 111, APPROX.
 LK0190'7 RAILS NORTH OF P.F. OF SOUTH SIDING SWITCH, IN THE NORTHWEST CORNER
 LK0190'OF THE INTERSECTION, 18 FT. WEST OF THE WEST RAIL OF THE SIDETRACK,
 LK0190'42.3 FT. WEST OF THE WEST RAIL OF THE MAINLINE, 71 FT. NORTH OF THE
 LK0190'CENTER LINE OF THE ROAD, 2 FEET WEST OF THE WEST RR. R/W FENCE, 2 FEET
 LK0190'NORTH OF THE HIGHWAY NORTH R/W FENCE, ROAD IS ALONG SOUTH BOUNDARY
 LK0190'OF SEC. 10, T.8.N., R.52.W., AND IS APPROX. 3122 FEET SOUTH OF MILEPOS
 LK0190'111.  TABLET IS STAMPED J-26, 1933.
 LK0190
 LK0190                          STATION RECOVERY (1934)
 LK0190
 LK0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 LK0190'RECOVERED IN GOOD CONDITION.
 LK0190
 LK0190                          STATION RECOVERY (1985)
 LK0190
 LK0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LK0190'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0402 ***********************************************************************
 KK0402  DESIGNATION -  J 260
 KK0402  PID         -  KK0402
 KK0402  STATE/COUNTY-  CO/ADAMS
 KK0402  USGS QUAD   -  BRIGHTON (1994)
 KK0402
 KK0402                         *CURRENT SURVEY CONTROL
 KK0402  ___________________________________________________________________
 KK0402* NAD 83(1992)-  39 53 48.27245(N)    104 52 11.55589(W)     ADJUSTED  
 KK0402* NAVD 88     -      1547.035  (meters)    5075.56   (feet)  ADJUSTED  
 KK0402  ___________________________________________________________________
 KK0402  X           -  -1,257,779.818 (meters)                     COMP
 KK0402  Y           -  -4,737,105.492 (meters)                     COMP
 KK0402  Z           -   4,070,177.064 (meters)                     COMP
 KK0402  LAPLACE CORR-          -5.72  (seconds)                    DEFLEC99
 KK0402  ELLIP HEIGHT-        1529.27  (meters)          (10/21/02) GPS OBS
 KK0402  GEOID HEIGHT-         -17.68  (meters)                     GEOID03
 KK0402  DYNAMIC HT  -        1545.608 (meters)    5070.88  (feet)  COMP
 KK0402  MODELED GRAV-     979,649.9   (mgal)                       NAVD 88
 KK0402
 KK0402  HORZ ORDER  -  FIRST
 KK0402  VERT ORDER  -  FIRST     CLASS II
 KK0402  ELLP ORDER  -  FIFTH     CLASS I
 KK0402
 KK0402.The horizontal coordinates were established by GPS observations
 KK0402.and adjusted by the National Geodetic Survey in May 1996..
 KK0402
 KK0402.The orthometric height was determined by differential leveling
 KK0402.and adjusted by the National Geodetic Survey in June 1991..
 KK0402
 KK0402.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK0402
 KK0402.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK0402
 KK0402.The ellipsoidal height was determined by GPS observations
 KK0402.and is referenced to NAD 83.
 KK0402
 KK0402.The geoid height was determined by GEOID03.
 KK0402
 KK0402.The dynamic height is computed by dividing the NAVD 88
 KK0402.geopotential number by the normal gravity value computed on the
 KK0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0402.degrees latitude (g = 980.6199 gals.).
 KK0402
 KK0402.The modeled gravity was interpolated from observed gravity values.
 KK0402
 KK0402;                    North         East     Units Scale Factor Converg.
 KK0402;SPC CO N     -   367,547.197   968,289.699   MT  0.99997582   +0 24 25.7
 KK0402;SPC CO N     - 1,205,861.10  3,176,797.12   sFT  0.99997582   +0 24 25.7
 KK0402;UTM  13      - 4,416,304.834   511,124.005   MT  0.99960152   +0 05 00.5
 KK0402
 KK0402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK0402!SPC CO N     -   0.99976015  x   0.99997582  =   0.99973597
 KK0402!UTM  13      -   0.99976015  x   0.99960152  =   0.99936176
 KK0402
 KK0402                          SUPERSEDED SURVEY CONTROL
 KK0402
 KK0402  ELLIP H (05/15/96) 1529.35   (m)                       GP(       ) 3 1
 KK0402  NAVD 88 (05/15/96) 1547.04   (m)         5075.6    (f) LEVELING    3  
 KK0402  NGVD 29 (??/??/??) 1546.152  (m)         5072.67   (f) ADJUSTED    1 2
 KK0402
 KK0402.Superseded values are not recommended for survey control.
 KK0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0402.See file dsdata.txt to determine how the superseded data were derived.
 KK0402
 KK0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE1112416305(NAD 83)
 KK0402_MARKER: DB = BENCH MARK DISK
 KK0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0402_STAMPING: J 260 1938
 KK0402_MARK LOGO: CGS   
 KK0402_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0402+STABILITY: SURFACE MOTION
 KK0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0402+SATELLITE: SATELLITE OBSERVATIONS - May 21, 1999
 KK0402
 KK0402  HISTORY     - Date     Condition        Report By
 KK0402  HISTORY     - 1938     MONUMENTED       CGS
 KK0402  HISTORY     - 1956     GOOD             NGS
 KK0402  HISTORY     - 1976     GOOD             NGS
 KK0402  HISTORY     - 1983     GOOD             NGS
 KK0402  HISTORY     - 19950928 GOOD             CHANCE
 KK0402  HISTORY     - 19990521 GOOD             NGS
 KK0402
 KK0402                          STATION DESCRIPTION
 KK0402
 KK0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KK0402'6.9 MI S FROM BRIGHTON.
 KK0402'6.9 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KK0402'AT BRIGHTON, 0.25 MILE SOUTH OF A ROAD CROSSING, 54.5 FEET NORTH
 KK0402'OF THE 7TH POLE NORTH OF MILEPOST 12, 38.8 FEET WEST OF THE WEST
 KK0402'RAIL, 7.5 FEET EAST OF A FENCE, 1.5 FEET SOUTH OF A WITNESS POST,
 KK0402'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE
 KK0402'THE GROUND, IN THE NORTHEAST 1/4 OF SECTION 10, TOWNSHIP 2 SOUTH,
 KK0402'RANGE 67 WEST.
 KK0402
 KK0402                          STATION RECOVERY (1976)
 KK0402
 KK0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KK0402'RECOVERED IN GOOD CONDITION.
 KK0402
 KK0402                          STATION RECOVERY (1983)
 KK0402
 KK0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0402'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.9 KM (1.2 MI)
 KK0402'NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM ITS JUNCTION WITH
 KK0402'INTERSTATE HIGHWAY 76 IN NORTH COMMERCE CITY.  ADD 0.2 KM (0.1 MI)
 KK0402'NORTH OF MILEPOST 12 AND 0.5 METER (1.6 FT) SOUTH OF A METAL WITNESS
 KK0402'POST.
 KK0402
 KK0402                          STATION RECOVERY (1995)
 KK0402
 KK0402'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (FND)
 KK0402'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  A NEW
 KK0402'DESCRIPTION FOLLOWS$THE STATION IS LOCATED ABOUT 7 MI (11.3 KM)
 KK0402'SOUTH-SOUTHWEST OF BRIGHTON, 5 MI (8.0 KM) EAST OF THORNTON, 4.5 MI
 KK0402'(7.2 KM) NORTH-NORTHWEST OF THE ROCKY MOUNTAIN ARSENAL, 1.5 MI (2.4
 KK0402'KM) EAST-SOUTHEAST OF THE SOUTH PLATTE RIVER, IN THE NORTHEAST 1/4 OF
 KK0402'SECTION 10, T 2 S, R 67 W, 6TH P.M.  OWNERSHIP--UNION PACIFIC
 KK0402'RAILROAD$TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY
 KK0402'85 AND STATE HIGHWAY 44 (E.  104TH AVENUE) , GO NORTH-NORTHEAST ALONG
 KK0402'HIGHWAY 85 FOR 1.25 MI (2.01 KM) TO THE INTERSECTION WITH E.  112TH
 KK0402'AVENUE.  TURN RIGHT AND GO EAST ALONG E.  112TH AVENUE FOR 0.05 MI
 KK0402'(0.08 KM) TO THE UNION PACIFIC RAILROAD TRACKS (TWO SETS) AND A DIRT
 KK0402'TRACK ROAD TO THE RIGHT (EAST OF TRACKS) .  TURN RIGHT AND GO
 KK0402'SOUTHWEST ALONG THE DIRT TRACK ROAD (EAST OF TRACKS) FOR 0.25 MI (0.40
 KK0402'KM) TO SILVER, METAL CONTROL BOX AND THE STATION ON THE RIGHT$THE
 KK0402'STATION MARK IS A STANDARD CGS BENCH MARK DISK STAMPED --J 260 1938--
 KK0402'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 0.4 FT
 KK0402'(12.2 CM) ABOVE GROUND LEVEL.  IT IS 24.8 FT (7.6 M) NORTHWEST OF THE
 KK0402'NEAR RAIL OF THE WESTERLY SET OF UNION PACIFIC RAILROAD TRACKS, 54.3
 KK0402'FT (16.6 M) NORTHWEST OF THE MOST WESTERLY CORNER OF THE METAL CONTROL
 KK0402'BOX, 128.5 FT (39.2 M) NORTH-NORTHEAST OF A SWITCH STAND, 59.7 FT
 KK0402'(18.2 M) EAST-NORTHEAST OF THE NEAR RAIL OF THE RAILROAD TRACKS OF THE
 KK0402'SPUR LINE THAT GOES NORTH, 2.0 FT (0.6 M) NORTHEAST OF A METAL WITNESS
 KK0402'POST (NO SIGN) , AND 2.0 FT (0.6 M) SOUTHEAST OF A CARSONITE WITNESS
 KK0402'POST$DESCRIBED BY F.N. DREXEL
 KK0402
 KK0402                          STATION RECOVERY (1999)
 KK0402
 KK0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 KK0402'THE STATION WAS RECOVERED IN GOOD CONDITION AND THE 1995 DESCRIPTION
 KK0402'IS GOOD ENOUGH TO FIND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0198 ***********************************************************************
 LL0198  DESIGNATION -  J 261
 LL0198  PID         -  LL0198
 LL0198  STATE/COUNTY-  CO/WELD
 LL0198  USGS QUAD   -  MILLIKEN (1969)
 LL0198
 LL0198                         *CURRENT SURVEY CONTROL
 LL0198  ___________________________________________________________________
 LL0198* NAD 83(1986)-  40 17 23.     (N)    104 46 03.     (W)     SCALED    
 LL0198* NAVD 88     -      1444.566  (meters)    4739.38   (feet)  POSTED    
 LL0198  ___________________________________________________________________
 LL0198  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 LL0198  DYNAMIC HT  -        1443.300 (meters)    4735.23  (feet)  COMP
 LL0198  MODELED GRAV-     979,701.0   (mgal)                       NAVD 88
 LL0198
 LL0198  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LL0198
 LL0198.The horizontal coordinates were scaled from a topographic map and have
 LL0198.an estimated accuracy of +/- 6 seconds.
 LL0198
 LL0198.The orthometric height was determined by differential leveling
 LL0198.and adjusted by the National Geodetic Survey in 1992..
 LL0198.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LL0198.rate of 2.1 thru 3.0 mm/km.
 LL0198
 LL0198.The geoid height was determined by GEOID03.
 LL0198
 LL0198.The dynamic height is computed by dividing the NAVD 88
 LL0198.geopotential number by the normal gravity value computed on the
 LL0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0198.degrees latitude (g = 980.6199 gals.).
 LL0198
 LL0198.The modeled gravity was interpolated from observed gravity values.
 LL0198
 LL0198;                    North         East    Units  Estimated Accuracy
 LL0198;SPC CO N     -   411,250.      976,680.      MT  (+/- 180 meters Scaled)
 LL0198
 LL0198                          SUPERSEDED SURVEY CONTROL
 LL0198
 LL0198  NGVD 29 (??/??/92) 1443.674  (m)         4736.45   (f) ADJ UNCH    1 2
 LL0198
 LL0198.Superseded values are not recommended for survey control.
 LL0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0198.See file dsdata.txt to determine how the superseded data were derived.
 LL0198
 LL0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE197599(NAD 83)
 LL0198_MARKER: DB = BENCH MARK DISK
 LL0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0198_STAMPING: J 261 1939
 LL0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0198+STABILITY: SURFACE MOTION
 LL0198
 LL0198  HISTORY     - Date     Condition        Report By
 LL0198  HISTORY     - 1939     MONUMENTED       CGS
 LL0198  HISTORY     - 1956     GOOD             NGS
 LL0198  HISTORY     - 1983     MARK NOT FOUND   NGS
 LL0198
 LL0198                          STATION DESCRIPTION
 LL0198
 LL0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0198'1 MI NE FROM GILCREST.
 LL0198'1.0 MILE NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL0198'STATION AT GILCREST, 11.2 FEET SOUTHEAST OF THE 1ST POLE NORTHEAST
 LL0198'OF MILEPOST 41, AT A GRAVELED ROAD CROSSING, 45 FEET SOUTHWEST
 LL0198'OF THE CENTER LINE OF A GRAVELED ROAD, 23.2 FEET NORTHWEST OF
 LL0198'THE NORTHWEST RAIL, 23.6 FEET SOUTHEAST OF A FENCE, 0.7 FOOT
 LL0198'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 LL0198'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, IN SECTION 27, TOWNSHIP
 LL0198'4 NORTH, RANGE 66 WEST.
 LL0198
 LL0198                          STATION RECOVERY (1983)
 LL0198
 LL0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0198'THERE HAS BEEN EXTENSIVE GRADING IN THIS AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0299 ***********************************************************************
 LL0299  DESIGNATION -  J 262
 LL0299  PID         -  LL0299
 LL0299  STATE/COUNTY-  CO/WELD
 LL0299  USGS QUAD   -  NUNN (1975)
 LL0299
 LL0299                         *CURRENT SURVEY CONTROL
 LL0299  ___________________________________________________________________
 LL0299* NAD 83(1986)-  40 41 46.     (N)    104 46 32.     (W)     SCALED    
 LL0299* NAVD 88     -      1574.746  (meters)    5166.48   (feet)  ADJUSTED  
 LL0299  ___________________________________________________________________
 LL0299  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 LL0299  DYNAMIC HT  -        1573.425 (meters)    5162.15  (feet)  COMP
 LL0299  MODELED GRAV-     979,730.6   (mgal)                       NAVD 88
 LL0299
 LL0299  VERT ORDER  -  FIRST     CLASS II
 LL0299
 LL0299.The horizontal coordinates were scaled from a topographic map and have
 LL0299.an estimated accuracy of +/- 6 seconds.
 LL0299
 LL0299.The orthometric height was determined by differential leveling
 LL0299.and adjusted by the National Geodetic Survey in June 1991..
 LL0299
 LL0299.The geoid height was determined by GEOID03.
 LL0299
 LL0299.The dynamic height is computed by dividing the NAVD 88
 LL0299.geopotential number by the normal gravity value computed on the
 LL0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0299.degrees latitude (g = 980.6199 gals.).
 LL0299
 LL0299.The modeled gravity was interpolated from observed gravity values.
 LL0299
 LL0299;                    North         East    Units  Estimated Accuracy
 LL0299;SPC CO N     -   456,370.      975,630.      MT  (+/- 180 meters Scaled)
 LL0299
 LL0299                          SUPERSEDED SURVEY CONTROL
 LL0299
 LL0299  NGVD 29 (06/08/92) 1573.857  (m)         5163.56   (f) ADJUSTED    1 2
 LL0299
 LL0299.Superseded values are not recommended for survey control.
 LL0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0299.See file dsdata.txt to determine how the superseded data were derived.
 LL0299
 LL0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF189050(NAD 83)
 LL0299_MARKER: DB = BENCH MARK DISK
 LL0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0299_STAMPING: J 262 1939
 LL0299_MARK LOGO: CGS   
 LL0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0299+STABILITY: SURFACE MOTION
 LL0299
 LL0299  HISTORY     - Date     Condition        Report By
 LL0299  HISTORY     - 1939     MONUMENTED       CGS
 LL0299  HISTORY     - 1956     GOOD             NGS
 LL0299  HISTORY     - 1983     GOOD             NGS
 LL0299
 LL0299                          STATION DESCRIPTION
 LL0299
 LL0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0299'0.6 MI SE FROM NUNN.
 LL0299'0.65 MILE SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL0299'STATION AT NUNN, AT A ROAD CROSSING, 7 1/2 POLES NORTHWEST OF
 LL0299'MILEPOST 71, 42.4 FEET NORTHEAST OF THE NORTHEAST RAIL, 20 FEET
 LL0299'SOUTHEAST OF THE CENTER LINE OF A DIRT ROAD, 7.8 FEET SOUTH OF A
 LL0299'FENCE CORNER, 6 FEET NORTHEAST OF A TELEPHONE POLE, 0.6 FOOT
 LL0299'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 LL0299'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE NORTHEAST 1/4
 LL0299'OF SECTION 4, TOWNSHIP 8 NORTH, RANGE 66 WEST.
 LL0299
 LL0299                          STATION RECOVERY (1983)
 LL0299
 LL0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0299'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  30.8 KM
 LL0299'(19.15 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LL0299'IN GREELEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1025 ***********************************************************************
 KK1025  DESIGNATION -  J 264
 KK1025  PID         -  KK1025
 KK1025  STATE/COUNTY-  CO/CLEAR CREEK
 KK1025  USGS QUAD   -  BERTHOUD PASS (1957)
 KK1025
 KK1025                         *CURRENT SURVEY CONTROL
 KK1025  ___________________________________________________________________
 KK1025* NAD 83(1986)-  39 46 26.     (N)    105 48 18.     (W)     SCALED    
 KK1025* NAVD 88     -      3071.081  (meters)   10075.70   (feet)  ADJUSTED  
 KK1025  ___________________________________________________________________
 KK1025  GEOID HEIGHT-         -12.31  (meters)                     GEOID03
 KK1025  DYNAMIC HT  -        3067.166 (meters)   10062.86  (feet)  COMP
 KK1025  MODELED GRAV-     979,239.4   (mgal)                       NAVD 88
 KK1025
 KK1025  VERT ORDER  -  FIRST     CLASS II
 KK1025
 KK1025.The horizontal coordinates were scaled from a topographic map and have
 KK1025.an estimated accuracy of +/- 6 seconds.
 KK1025
 KK1025.The orthometric height was determined by differential leveling
 KK1025.and adjusted by the National Geodetic Survey in June 1991..
 KK1025
 KK1025.The geoid height was determined by GEOID03.
 KK1025
 KK1025.The dynamic height is computed by dividing the NAVD 88
 KK1025.geopotential number by the normal gravity value computed on the
 KK1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1025.degrees latitude (g = 980.6199 gals.).
 KK1025
 KK1025.The modeled gravity was interpolated from observed gravity values.
 KK1025
 KK1025;                    North         East    Units  Estimated Accuracy
 KK1025;SPC CO C     -   520,270.      888,270.      MT  (+/- 180 meters Scaled)
 KK1025
 KK1025                          SUPERSEDED SURVEY CONTROL
 KK1025
 KK1025  NGVD 29 (??/??/92) 3069.347  (m)        10070.02   (f) ADJ UNCH    1 2
 KK1025
 KK1025.Superseded values are not recommended for survey control.
 KK1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1025.See file dsdata.txt to determine how the superseded data were derived.
 KK1025
 KK1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE310029(NAD 83)
 KK1025_MARKER: DB = BENCH MARK DISK
 KK1025_SETTING: 80 = SET IN A BOULDER
 KK1025_STAMPING: J 264 1940
 KK1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1025+STABILITY: SURFACE MOTION
 KK1025
 KK1025  HISTORY     - Date     Condition        Report By
 KK1025  HISTORY     - 1940     MONUMENTED       CGS
 KK1025  HISTORY     - 1954     GOOD             NGS
 KK1025
 KK1025                          STATION DESCRIPTION
 KK1025
 KK1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1025'8.4 MI W FROM EMPIRE.
 KK1025'8.4 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE PUBLIC SCHOOL AT
 KK1025'EMPIRE, 43 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 85
 KK1025'FEET SOUTH OF THE SOUTH END OF A STONE CULVERT, 0.8 FOOT ABOVE THE
 KK1025'GROUND, SET IN THE TOP OF A 4X4 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0609 ***********************************************************************
 KK0609  DESIGNATION -  J 265
 KK0609  PID         -  KK0609
 KK0609  STATE/COUNTY-  CO/BOULDER
 KK0609  USGS QUAD   -  ELDORADO SPRINGS (1994)
 KK0609
 KK0609                         *CURRENT SURVEY CONTROL
 KK0609  ___________________________________________________________________
 KK0609* NAD 83(1986)-  39 54 30.     (N)    105 18 39.     (W)     SCALED    
 KK0609* NAVD 88     -      2199.699  (meters)    7216.85   (feet)  ADJUSTED  
 KK0609  ___________________________________________________________________
 KK0609  GEOID HEIGHT-         -15.02  (meters)                     GEOID03
 KK0609  DYNAMIC HT  -        2197.383 (meters)    7209.25  (feet)  COMP
 KK0609  MODELED GRAV-     979,494.2   (mgal)                       NAVD 88
 KK0609
 KK0609  VERT ORDER  -  SECOND    CLASS 0
 KK0609
 KK0609.The horizontal coordinates were scaled from a topographic map and have
 KK0609.an estimated accuracy of +/- 6 seconds.
 KK0609
 KK0609.The orthometric height was determined by differential leveling
 KK0609.and adjusted by the National Geodetic Survey in June 1991..
 KK0609
 KK0609.The geoid height was determined by GEOID03.
 KK0609
 KK0609.The dynamic height is computed by dividing the NAVD 88
 KK0609.geopotential number by the normal gravity value computed on the
 KK0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0609.degrees latitude (g = 980.6199 gals.).
 KK0609
 KK0609.The modeled gravity was interpolated from observed gravity values.
 KK0609
 KK0609;                    North         East    Units  Estimated Accuracy
 KK0609;SPC CO N     -   368,660.      930,580.      MT  (+/- 180 meters Scaled)
 KK0609
 KK0609                          SUPERSEDED SURVEY CONTROL
 KK0609
 KK0609  NGVD 29 (??/??/92) 2198.443  (m)         7212.73   (f) ADJ UNCH    2 0
 KK0609
 KK0609.Superseded values are not recommended for survey control.
 KK0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0609.See file dsdata.txt to determine how the superseded data were derived.
 KK0609
 KK0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE734176(NAD 83)
 KK0609_MARKER: DB = BENCH MARK DISK
 KK0609_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0609_SP_SET: TUNNEL
 KK0609_STAMPING: J 265 1940
 KK0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0609
 KK0609  HISTORY     - Date     Condition        Report By
 KK0609  HISTORY     - 1940     MONUMENTED       CGS
 KK0609
 KK0609                          STATION DESCRIPTION
 KK0609
 KK0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 KK0609'7.8 MI SE FROM PINE CLIFF.
 KK0609'7.8 MILES SOUTHEAST ALONG THE DENVER AND SALT LAKE RAILWAY FROM
 KK0609'THE STATION AT PINE CLIFF, BOULDER COUNTY, 800 FEET SOUTH OF
 KK0609'MILEPOST 29, AT THE NORTH END OF TUNNEL 16, IN THE NORTHWEST SIDE
 KK0609'OF THE TUNNEL, 8 FEET WEST OF THE CENTERLINE OF THE TRACK, AND 3
 KK0609'FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 KK0609'J 265 1940 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0587 ***********************************************************************
 KK0587  DESIGNATION -  J 266
 KK0587  PID         -  KK0587
 KK0587  STATE/COUNTY-  CO/GILPIN
 KK0587  USGS QUAD   -  TUNGSTEN (1972)
 KK0587
 KK0587                         *CURRENT SURVEY CONTROL
 KK0587  ___________________________________________________________________
 KK0587* NAD 83(1986)-  39 53 09.     (N)    105 28 28.     (W)     SCALED    
 KK0587* NAVD 88     -      2674.707  (meters)    8775.27   (feet)  ADJUSTED  
 KK0587  ___________________________________________________________________
 KK0587  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 KK0587  DYNAMIC HT  -        2671.671 (meters)    8765.31  (feet)  COMP
 KK0587  MODELED GRAV-     979,393.7   (mgal)                       NAVD 88
 KK0587
 KK0587  VERT ORDER  -  SECOND    CLASS 0
 KK0587
 KK0587.The horizontal coordinates were scaled from a topographic map and have
 KK0587.an estimated accuracy of +/- 6 seconds.
 KK0587
 KK0587.The orthometric height was determined by differential leveling
 KK0587.and adjusted by the National Geodetic Survey in June 1991..
 KK0587
 KK0587.The geoid height was determined by GEOID03.
 KK0587
 KK0587.The dynamic height is computed by dividing the NAVD 88
 KK0587.geopotential number by the normal gravity value computed on the
 KK0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0587.degrees latitude (g = 980.6199 gals.).
 KK0587
 KK0587.The modeled gravity was interpolated from observed gravity values.
 KK0587
 KK0587;                    North         East    Units  Estimated Accuracy
 KK0587;SPC CO N     -   366,150.      916,590.      MT  (+/- 180 meters Scaled)
 KK0587
 KK0587                          SUPERSEDED SURVEY CONTROL
 KK0587
 KK0587  NGVD 29 (??/??/92) 2673.300  (m)         8770.65   (f) ADJ UNCH    2 0
 KK0587
 KK0587.Superseded values are not recommended for survey control.
 KK0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0587.See file dsdata.txt to determine how the superseded data were derived.
 KK0587
 KK0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE594151(NAD 83)
 KK0587_MARKER: DB = BENCH MARK DISK
 KK0587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0587_SP_SET: CULVERT
 KK0587_STAMPING: J 266 1940
 KK0587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0587
 KK0587  HISTORY     - Date     Condition        Report By
 KK0587  HISTORY     - 1940     MONUMENTED       CGS
 KK0587  HISTORY     - 1972     GOOD             USGS
 KK0587  HISTORY     - 20031008 MARK NOT FOUND   USPSQD
 KK0587
 KK0587                          STATION DESCRIPTION
 KK0587
 KK0587'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KK0587'3.7 MI S FROM ROLLINSVILLE.
 KK0587'3.7 MILES SOUTH ALONG HWY 119 FROM THE EAST PORTAL ROAD CROSSING.
 KK0587'.2 MILE NORTH OF THE ROOSEVELT NATIONAL FOREST SIGN, AT A 5X8 FOOT
 KK0587'CONCRETE BOX CULVERT, 21 FEET WEST OF THE CENTER LINE OF THE HWY
 KK0587'IN THE TOP OF THE SOUTH END OF THE HEAD WALL.  A STANDARD DISK
 KK0587'STAMPED J 266 1940
 KK0587
 KK0587                          STATION RECOVERY (2003)
 KK0587
 KK0587'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 KK0587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0286 ***********************************************************************
 JL0286  DESIGNATION -  J 268
 JL0286  PID         -  JL0286
 JL0286  STATE/COUNTY-  CO/GUNNISON
 JL0286  USGS QUAD   -  MT AXTELL (1973)
 JL0286
 JL0286                         *CURRENT SURVEY CONTROL
 JL0286  ___________________________________________________________________
 JL0286* NAD 83(1986)-  38 51 23.     (N)    107 03 34.     (W)     SCALED    
 JL0286* NAVD 88     -      2917.177  (meters)    9570.77   (feet)  ADJUSTED  
 JL0286  ___________________________________________________________________
 JL0286  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 JL0286  DYNAMIC HT  -        2913.235 (meters)    9557.84  (feet)  COMP
 JL0286  MODELED GRAV-     979,170.8   (mgal)                       NAVD 88
 JL0286
 JL0286  VERT ORDER  -  SECOND    CLASS 0
 JL0286
 JL0286.The horizontal coordinates were scaled from a topographic map and have
 JL0286.an estimated accuracy of +/- 6 seconds.
 JL0286
 JL0286.The orthometric height was determined by differential leveling
 JL0286.and adjusted by the National Geodetic Survey in June 1991..
 JL0286
 JL0286.The geoid height was determined by GEOID03.
 JL0286
 JL0286.The dynamic height is computed by dividing the NAVD 88
 JL0286.geopotential number by the normal gravity value computed on the
 JL0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0286.degrees latitude (g = 980.6199 gals.).
 JL0286
 JL0286.The modeled gravity was interpolated from observed gravity values.
 JL0286
 JL0286;                    North         East    Units  Estimated Accuracy
 JL0286;SPC CO C     -   419,530.      779,050.      MT  (+/- 180 meters Scaled)
 JL0286
 JL0286                          SUPERSEDED SURVEY CONTROL
 JL0286
 JL0286  NGVD 29 (??/??/92) 2915.280  (m)         9564.55   (f) ADJ UNCH    2 0
 JL0286
 JL0286.Superseded values are not recommended for survey control.
 JL0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0286.See file dsdata.txt to determine how the superseded data were derived.
 JL0286
 JL0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD213028(NAD 83)
 JL0286_MARKER: DB = BENCH MARK DISK
 JL0286_SETTING: 80 = SET IN A BOULDER
 JL0286_SP_SET: ROCK OUTCROP
 JL0286_STAMPING: J 268 1940
 JL0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0286+STABILITY: SURFACE MOTION
 JL0286
 JL0286  HISTORY     - Date     Condition        Report By
 JL0286  HISTORY     - 1940     MONUMENTED       CGS
 JL0286  HISTORY     - 1959     GOOD             USGS
 JL0286
 JL0286                          STATION DESCRIPTION
 JL0286
 JL0286'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 JL0286'2.6 MI E FROM KEBLER PASS.
 JL0286'2.6 MILES EAST ALONG STATE HIGHWAY 135 FROM THE SUMMIT OF THE NEW
 JL0286'KEBLER PASS, 0.9 MILE EAST ALONG A ROAD FROM THE OLD KEBLER PASS, THEN
 JL0286'2.0 MILES EAST ALONG STATE HIGHWAY 135, 130 FEET SOUTHEAST OF THE
 JL0286'HIGHWAY AND BRIDGE, 100 FEET SOUTH OF THE HIGHWAY AND ROAD LEADING
 JL0286'NORTH TO A CABIN, 22 FEET EAST OF A SMALL DRAIN, ABOUT 8 FEET LOWER
 JL0286'THAN THE HIGHWAY, AND IN THE TOP OF AN OUTCROPPING ROCK.  A STANDARD
 JL0286'DISK, STAMPED J 268 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0194 ***********************************************************************
 JL0194  DESIGNATION -  J 269
 JL0194  PID         -  JL0194
 JL0194  STATE/COUNTY-  CO/SAGUACHE
 JL0194  USGS QUAD   -  COCHETOPA PARK (1967)
 JL0194
 JL0194                         *CURRENT SURVEY CONTROL
 JL0194  ___________________________________________________________________
 JL0194* NAD 83(1986)-  38 10 27.     (N)    106 38 04.     (W)     SCALED    
 JL0194* NAVD 88     -      2897.915  (meters)    9507.58   (feet)  ADJUSTED  
 JL0194  ___________________________________________________________________
 JL0194  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 JL0194  DYNAMIC HT  -        2893.903 (meters)    9494.41  (feet)  COMP
 JL0194  MODELED GRAV-     979,139.4   (mgal)                       NAVD 88
 JL0194
 JL0194  VERT ORDER  -  SECOND    CLASS 0
 JL0194
 JL0194.The horizontal coordinates were scaled from a topographic map and have
 JL0194.an estimated accuracy of +/- 6 seconds.
 JL0194
 JL0194.The orthometric height was determined by differential leveling
 JL0194.and adjusted by the National Geodetic Survey in June 1991..
 JL0194
 JL0194.The geoid height was determined by GEOID03.
 JL0194
 JL0194.The dynamic height is computed by dividing the NAVD 88
 JL0194.geopotential number by the normal gravity value computed on the
 JL0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0194.degrees latitude (g = 980.6199 gals.).
 JL0194
 JL0194.The modeled gravity was interpolated from observed gravity values.
 JL0194
 JL0194;                    North         East    Units  Estimated Accuracy
 JL0194;SPC CO S     -   472,720.      815,000.      MT  (+/- 180 meters Scaled)
 JL0194
 JL0194                          SUPERSEDED SURVEY CONTROL
 JL0194
 JL0194  NGVD 29 (??/??/92) 2896.163  (m)         9501.83   (f) ADJ UNCH    2 0
 JL0194
 JL0194.Superseded values are not recommended for survey control.
 JL0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0194.See file dsdata.txt to determine how the superseded data were derived.
 JL0194
 JL0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC568264(NAD 83)
 JL0194_MARKER: DB = BENCH MARK DISK
 JL0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0194_STAMPING: J 269 1940
 JL0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0194+STABILITY: SURFACE MOTION
 JL0194
 JL0194  HISTORY     - Date     Condition        Report By
 JL0194  HISTORY     - 1940     MONUMENTED       CGS
 JL0194
 JL0194                          STATION DESCRIPTION
 JL0194
 JL0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JL0194'4.0 MI W FROM PARLIN.
 JL0194'IN SAGUACHE COUNTY, ABOUT 4.0 MILES WEST ALONG U.S. HIGHWAY 50 FROM
 JL0194'PARLIN, GUNNISON COUNTY, THENCE ABOUT 23.2 MILES SOUTH AND 9.1 MILES
 JL0194'EAST ALONG STATE HIGHWAY 114, AT THE WEST END OF A TANGENT, 41 FEET
 JL0194'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3.5 FEET SOUTHWEST OF A
 JL0194'4- BY 4-INCH WHITE REFERENCE POST PROJECTING ABOUT 2.0 FEET ABOVE
 JL0194'GROUND, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 JL0194'STAMPED J 269 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JL0194'ABOUT 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0439 ***********************************************************************
 KL0439  DESIGNATION -  J 269
 KL0439  PID         -  KL0439
 KL0439  STATE/COUNTY-  CO/EAGLE
 KL0439  USGS QUAD   -  GYPSUM (1987)
 KL0439
 KL0439                         *CURRENT SURVEY CONTROL
 KL0439  ___________________________________________________________________
 KL0439* NAD 83(1986)-  39 38 49.     (N)    106 57 06.     (W)     SCALED    
 KL0439* NAVD 88     -      1927.559  (meters)    6324.00   (feet)  ADJUSTED  
 KL0439  ___________________________________________________________________
 KL0439  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 KL0439  DYNAMIC HT  -        1925.499 (meters)    6317.24  (feet)  COMP
 KL0439  MODELED GRAV-     979,490.1   (mgal)                       NAVD 88
 KL0439
 KL0439  VERT ORDER  -  SECOND    CLASS 0
 KL0439
 KL0439.The horizontal coordinates were scaled from a topographic map and have
 KL0439.an estimated accuracy of +/- 6 seconds.
 KL0439
 KL0439.The orthometric height was determined by differential leveling
 KL0439.and adjusted by the National Geodetic Survey in June 1991..
 KL0439
 KL0439.The geoid height was determined by GEOID03.
 KL0439
 KL0439.The dynamic height is computed by dividing the NAVD 88
 KL0439.geopotential number by the normal gravity value computed on the
 KL0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0439.degrees latitude (g = 980.6199 gals.).
 KL0439
 KL0439.The modeled gravity was interpolated from observed gravity values.
 KL0439
 KL0439;                    North         East    Units  Estimated Accuracy
 KL0439;SPC CO C     -   507,130.      789,810.      MT  (+/- 180 meters Scaled)
 KL0439
 KL0439                          SUPERSEDED SURVEY CONTROL
 KL0439
 KL0439  NGVD 29 (??/??/92) 1926.256  (m)         6319.72   (f) ADJ UNCH    2 0
 KL0439
 KL0439.Superseded values are not recommended for survey control.
 KL0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0439.See file dsdata.txt to determine how the superseded data were derived.
 KL0439
 KL0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD325903(NAD 83)
 KL0439_MARKER: DB = BENCH MARK DISK
 KL0439_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KL0439_SP_SET: BRIDGE
 KL0439_STAMPING: J 269 1938
 KL0439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0439
 KL0439  HISTORY     - Date     Condition        Report By
 KL0439  HISTORY     - 1938     MONUMENTED       CGS
 KL0439
 KL0439                          STATION DESCRIPTION
 KL0439
 KL0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KL0439'IN GYPSUM.
 KL0439'AT GYPSUM, EAGLE COUNTY, AT THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KL0439'9 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, AT THE CONCRETE
 KL0439'BRIDGE OVER U.S. HIGHWAY 6, AND IN THE TOP OF THE NORTHWEST WING WALL.
 KL0439'A STANDARD DISK, STAMPED J 269 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0507 ***********************************************************************
 LM0507  DESIGNATION -  J 27
 LM0507  PID         -  LM0507
 LM0507  STATE/COUNTY-  CO/MOFFAT
 LM0507  USGS QUAD   -  CRAIG NE (1969)
 LM0507
 LM0507                         *CURRENT SURVEY CONTROL
 LM0507  ___________________________________________________________________
 LM0507* NAD 83(1986)-  40 43 21.     (N)    107 32 08.     (W)     SCALED    
 LM0507* NAVD 88     -      1981.788  (meters)    6501.92   (feet)  ADJUSTED  
 LM0507  ___________________________________________________________________
 LM0507  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 LM0507  DYNAMIC HT  -        1979.874 (meters)    6495.64  (feet)  COMP
 LM0507  MODELED GRAV-     979,588.5   (mgal)                       NAVD 88
 LM0507
 LM0507  VERT ORDER  -  FIRST     CLASS II
 LM0507
 LM0507.The horizontal coordinates were scaled from a topographic map and have
 LM0507.an estimated accuracy of +/- 6 seconds.
 LM0507
 LM0507.The orthometric height was determined by differential leveling
 LM0507.and adjusted by the National Geodetic Survey in June 1991..
 LM0507
 LM0507.The geoid height was determined by GEOID03.
 LM0507
 LM0507.The dynamic height is computed by dividing the NAVD 88
 LM0507.geopotential number by the normal gravity value computed on the
 LM0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0507.degrees latitude (g = 980.6199 gals.).
 LM0507
 LM0507.The modeled gravity was interpolated from observed gravity values.
 LM0507
 LM0507;                    North         East    Units  Estimated Accuracy
 LM0507;SPC CO N     -   461,020.      742,440.      MT  (+/- 180 meters Scaled)
 LM0507
 LM0507                          SUPERSEDED SURVEY CONTROL
 LM0507
 LM0507  NGVD 29 (??/??/92) 1980.511  (m)         6497.73   (f) ADJ UNCH    1 2
 LM0507
 LM0507.Superseded values are not recommended for survey control.
 LM0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0507.See file dsdata.txt to determine how the superseded data were derived.
 LM0507
 LM0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF858110(NAD 83)
 LM0507_MARKER: DB = BENCH MARK DISK
 LM0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0507_STAMPING: J 27 1933
 LM0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0507+STABILITY: SURFACE MOTION
 LM0507
 LM0507  HISTORY     - Date     Condition        Report By
 LM0507  HISTORY     - 1933     MONUMENTED       CGS
 LM0507
 LM0507                          STATION DESCRIPTION
 LM0507
 LM0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LM0507'19.2 MI N FROM CRAIG.
 LM0507'19.2 MILES NORTH ALONG THE CRAIG-BAGGS ROAD FROM THE INTERSECTION OF
 LM0507'VICTORY MAY AND YAMPA AVENUE AT CRAIG, MOFFAT COUNTY, ABOUT 0.2 MILE
 LM0507'SOUTH OF A HOUSE EAST OF THE ROAD, 39 FEET NORTH OF THE CENTER OF A
 LM0507'WOODEN BRIDGE, 24 FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING
 LM0507'WEST, AND 54 FEET WEST OF THE CENTER LINE OF THE MAIN ROAD, AND SET IN
 LM0507'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0057 ***********************************************************************
 KJ0057  DESIGNATION -  J 270
 KJ0057  PID         -  KJ0057
 KJ0057  STATE/COUNTY-  CO/KIT CARSON
 KJ0057  USGS QUAD   -  BURLINGTON (1984)
 KJ0057
 KJ0057                         *CURRENT SURVEY CONTROL
 KJ0057  ___________________________________________________________________
 KJ0057* NAD 83(1986)-  39 18 57.     (N)    102 15 37.     (W)     SCALED    
 KJ0057* NAVD 88     -      1267.780  (meters)    4159.37   (feet)  ADJUSTED  
 KJ0057  ___________________________________________________________________
 KJ0057  GEOID HEIGHT-         -23.02  (meters)                     GEOID03
 KJ0057  DYNAMIC HT  -        1266.660 (meters)    4155.70  (feet)  COMP
 KJ0057  MODELED GRAV-     979,700.0   (mgal)                       NAVD 88
 KJ0057
 KJ0057  VERT ORDER  -  FIRST     CLASS II
 KJ0057
 KJ0057.The horizontal coordinates were scaled from a topographic map and have
 KJ0057.an estimated accuracy of +/- 6 seconds.
 KJ0057
 KJ0057.The orthometric height was determined by differential leveling
 KJ0057.and adjusted by the National Geodetic Survey in June 1991..
 KJ0057
 KJ0057.The geoid height was determined by GEOID03.
 KJ0057
 KJ0057.The dynamic height is computed by dividing the NAVD 88
 KJ0057.geopotential number by the normal gravity value computed on the
 KJ0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0057.degrees latitude (g = 980.6199 gals.).
 KJ0057
 KJ0057.The modeled gravity was interpolated from observed gravity values.
 KJ0057
 KJ0057;                    North         East    Units  Estimated Accuracy
 KJ0057;SPC CO C     -   474,350.    1,193,720.      MT  (+/- 180 meters Scaled)
 KJ0057
 KJ0057                          SUPERSEDED SURVEY CONTROL
 KJ0057
 KJ0057  NGVD 29 (??/??/92) 1267.248  (m)         4157.63   (f) ADJ UNCH    1 2
 KJ0057
 KJ0057.Superseded values are not recommended for survey control.
 KJ0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0057.See file dsdata.txt to determine how the superseded data were derived.
 KJ0057
 KJ0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD361554(NAD 83)
 KJ0057_MARKER: DB = BENCH MARK DISK
 KJ0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0057_STAMPING: J 270 1941
 KJ0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0057+STABILITY: SURFACE MOTION
 KJ0057
 KJ0057  HISTORY     - Date     Condition        Report By
 KJ0057  HISTORY     - 1941     MONUMENTED       CGS
 KJ0057
 KJ0057                          STATION DESCRIPTION
 KJ0057
 KJ0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KJ0057'1.5 MI N FROM BURLINGTON.
 KJ0057'1.5 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE COUNTY COURTHOUSE
 KJ0057'AT BURLINGTON, 0.5 MILE NORTH OF THE CROSSING OF THE CHICAGO, ROCK
 KJ0057'ISLAND AND PACIFIC RAILROAD, 77 FEET NORTHWEST OF THE CENTER OF
 KJ0057'THE INTERSECTION OF AN EAST-AND-WEST SECTION-LINE ROAD, 73 FEET
 KJ0057'WEST OF THE CENTERLINE OF THE HIGHWAY, 24 FEET NORTH OF THE ROAD,
 KJ0057'4.5 FEET NORTHEAST OF A POLE, 2.6 FEET WEST OF A WHITE WOODEN
 KJ0057'WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK,
 KJ0057'STAMPED J 270 1941 AND SET IN THE TOP OF A CONCRETE POST
 KJ0057'PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0525 ***********************************************************************
 JJ0525  DESIGNATION -  J 271
 JJ0525  PID         -  JJ0525
 JJ0525  STATE/COUNTY-  CO/CROWLEY
 JJ0525  USGS QUAD   -  LAKE HENRY (1978)
 JJ0525
 JJ0525                         *CURRENT SURVEY CONTROL
 JJ0525  ___________________________________________________________________
 JJ0525* NAD 83(1986)-  38 18 59.     (N)    103 44 57.     (W)     SCALED    
 JJ0525* NAVD 88     -      1383.244  (meters)    4538.19   (feet)  ADJUSTED  
 JJ0525  ___________________________________________________________________
 JJ0525  GEOID HEIGHT-         -21.37  (meters)                     GEOID03
 JJ0525  DYNAMIC HT  -        1381.861 (meters)    4533.66  (feet)  COMP
 JJ0525  MODELED GRAV-     979,580.9   (mgal)                       NAVD 88
 JJ0525
 JJ0525  VERT ORDER  -  SECOND    CLASS 0
 JJ0525
 JJ0525.The horizontal coordinates were scaled from a topographic map and have
 JJ0525.an estimated accuracy of +/- 6 seconds.
 JJ0525
 JJ0525.The orthometric height was determined by differential leveling
 JJ0525.and adjusted by the National Geodetic Survey in June 1991..
 JJ0525
 JJ0525.The geoid height was determined by GEOID03.
 JJ0525
 JJ0525.The dynamic height is computed by dividing the NAVD 88
 JJ0525.geopotential number by the normal gravity value computed on the
 JJ0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0525.degrees latitude (g = 980.6199 gals.).
 JJ0525
 JJ0525.The modeled gravity was interpolated from observed gravity values.
 JJ0525
 JJ0525;                    North         East    Units  Estimated Accuracy
 JJ0525;SPC CO S     -   489,330.    1,067,510.      MT  (+/- 180 meters Scaled)
 JJ0525
 JJ0525                          SUPERSEDED SURVEY CONTROL
 JJ0525
 JJ0525  NGVD 29 (??/??/92) 1382.547  (m)         4535.91   (f) ADJ UNCH    2 0
 JJ0525
 JJ0525.Superseded values are not recommended for survey control.
 JJ0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0525.See file dsdata.txt to determine how the superseded data were derived.
 JJ0525
 JJ0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC093416(NAD 83)
 JJ0525_MARKER: DB = BENCH MARK DISK
 JJ0525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0525_STAMPING: J 271 1941
 JJ0525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0525+STABILITY: SURFACE MOTION
 JJ0525
 JJ0525  HISTORY     - Date     Condition        Report By
 JJ0525  HISTORY     - 1941     MONUMENTED       CGS
 JJ0525
 JJ0525                          STATION DESCRIPTION
 JJ0525
 JJ0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0525'7.5 MI N FROM ORDWAY.
 JJ0525'TO REACH FROM THE POST OFFICE AT ORDWAY-- GO 0.5 MILES EAST
 JJ0525'ALONG HWY. 96 TO JCT. WITH HWY. 71, THENCE, TURN LEFT, GO 7.0 MILES
 JJ0525'NORTH ALONG HWY. 71 TO SITE OF BENCH MARK.  BENCH MARK IS 210.0 FEET
 JJ0525'WEST OF A TELEPHONE LINE, 5.0 FEET WEST OF AN IRON, T BRACE
 JJ0525'IN THE FENCE LINE, 54.0 FEET WEST OF AND APPROXIMATELY 2.0 FEET
 JJ0525'BELOW THE CENTERLINE OF THE HWY.  A STD. DISK SET FLUSH AND
 JJ0525'THE GROUND, 4.0 FEET NORTH OF A WHITE, WOODEN, 4X4-INCH MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0544 ***********************************************************************
 JJ0544  DESIGNATION -  J 272
 JJ0544  PID         -  JJ0544
 JJ0544  STATE/COUNTY-  CO/CROWLEY
 JJ0544  USGS QUAD   -  SUGAR CITY (1976)
 JJ0544
 JJ0544                         *CURRENT SURVEY CONTROL
 JJ0544  ___________________________________________________________________
 JJ0544* NAD 83(1986)-  38 13 13.     (N)    103 43 53.     (W)     SCALED    
 JJ0544* NAVD 88     -      1314.357  (meters)    4312.19   (feet)  ADJUSTED  
 JJ0544  ___________________________________________________________________
 JJ0544  GEOID HEIGHT-         -21.58  (meters)                     GEOID03
 JJ0544  DYNAMIC HT  -        1313.038 (meters)    4307.86  (feet)  COMP
 JJ0544  MODELED GRAV-     979,580.2   (mgal)                       NAVD 88
 JJ0544
 JJ0544  VERT ORDER  -  SECOND    CLASS 0
 JJ0544
 JJ0544.The horizontal coordinates were scaled from a topographic map and have
 JJ0544.an estimated accuracy of +/- 6 seconds.
 JJ0544
 JJ0544.The orthometric height was determined by differential leveling
 JJ0544.and adjusted by the National Geodetic Survey in June 1991..
 JJ0544
 JJ0544.The geoid height was determined by GEOID03.
 JJ0544
 JJ0544.The dynamic height is computed by dividing the NAVD 88
 JJ0544.geopotential number by the normal gravity value computed on the
 JJ0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0544.degrees latitude (g = 980.6199 gals.).
 JJ0544
 JJ0544.The modeled gravity was interpolated from observed gravity values.
 JJ0544
 JJ0544;                    North         East    Units  Estimated Accuracy
 JJ0544;SPC CO S     -   478,700.    1,069,260.      MT  (+/- 180 meters Scaled)
 JJ0544
 JJ0544                          SUPERSEDED SURVEY CONTROL
 JJ0544
 JJ0544  NGVD 29 (??/??/92) 1313.674  (m)         4309.95   (f) ADJ UNCH    2 0
 JJ0544
 JJ0544.Superseded values are not recommended for survey control.
 JJ0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0544.See file dsdata.txt to determine how the superseded data were derived.
 JJ0544
 JJ0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC110310(NAD 83)
 JJ0544_MARKER: DB = BENCH MARK DISK
 JJ0544_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0544_SP_SET: CULVERT
 JJ0544_STAMPING: J 272 1941
 JJ0544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0544
 JJ0544  HISTORY     - Date     Condition        Report By
 JJ0544  HISTORY     - 1941     MONUMENTED       CGS
 JJ0544
 JJ0544                          STATION DESCRIPTION
 JJ0544
 JJ0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0544'1.4 MI E FROM ORDWAY.
 JJ0544'1.4 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 JJ0544'AT ORDWAY, CROWLEY COUNTY, 0.1 MILE EAST OF A SIDE ROAD LEADING
 JJ0544'NORTH, 75 FEET NORTH OF SIGNAL 8450, 60 FEET NORTH OF TRESTLE 481,
 JJ0544'AT A CONCRETE CULVERT, IN THE TOP OF THE SOUTH HEADWALL, 15 FEET
 JJ0544'SOUTH OF THE CENTERLINE OF THE TRACK, AND LEVEL WITH THE TRACK.  A
 JJ0544'STANDARD DISK, STAMPED J 272 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0011 ***********************************************************************
 HJ0011  DESIGNATION -  J 273
 HJ0011  PID         -  HJ0011
 HJ0011  STATE/COUNTY-  CO/BACA
 HJ0011  USGS QUAD   -  WALSH (1978)
 HJ0011
 HJ0011                         *CURRENT SURVEY CONTROL
 HJ0011  ___________________________________________________________________
 HJ0011* NAD 83(1986)-  37 22 51.     (N)    102 19 12.     (W)     SCALED    
 HJ0011* NAVD 88     -      1221.011  (meters)    4005.93   (feet)  POSTED    
 HJ0011  ___________________________________________________________________
 HJ0011  GEOID HEIGHT-         -23.67  (meters)                     GEOID03
 HJ0011  DYNAMIC HT  -        1219.760 (meters)    4001.83  (feet)  COMP
 HJ0011  MODELED GRAV-     979,563.7   (mgal)                       NAVD 88
 HJ0011
 HJ0011  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 HJ0011
 HJ0011.The horizontal coordinates were scaled from a topographic map and have
 HJ0011.an estimated accuracy of +/- 6 seconds.
 HJ0011
 HJ0011.The orthometric height was determined by differential leveling
 HJ0011.and adjusted by the National Geodetic Survey in 1992..
 HJ0011.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 HJ0011.rate of 2.1 thru 3.0 mm/km.
 HJ0011
 HJ0011.The geoid height was determined by GEOID03.
 HJ0011
 HJ0011.The dynamic height is computed by dividing the NAVD 88
 HJ0011.geopotential number by the normal gravity value computed on the
 HJ0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0011.degrees latitude (g = 980.6199 gals.).
 HJ0011
 HJ0011.The modeled gravity was interpolated from observed gravity values.
 HJ0011
 HJ0011;                    North         East    Units  Estimated Accuracy
 HJ0011;SPC CO S     -   388,860.    1,195,980.      MT  (+/- 180 meters Scaled)
 HJ0011
 HJ0011                          SUPERSEDED SURVEY CONTROL
 HJ0011
 HJ0011  NGVD 29 (??/??/92) 1220.526  (m)         4004.34   (f) ADJ UNCH    2 0
 HJ0011
 HJ0011.Superseded values are not recommended for survey control.
 HJ0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0011.See file dsdata.txt to determine how the superseded data were derived.
 HJ0011
 HJ0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB372404(NAD 83)
 HJ0011_MARKER: DB = BENCH MARK DISK
 HJ0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0011_STAMPING: J 273 1941
 HJ0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0011+STABILITY: SURFACE MOTION
 HJ0011
 HJ0011  HISTORY     - Date     Condition        Report By
 HJ0011  HISTORY     - 1941     MONUMENTED       CGS
 HJ0011
 HJ0011                          STATION DESCRIPTION
 HJ0011
 HJ0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HJ0011'2.5 MI W FROM WALSH.
 HJ0011'TO REACH BENCH MARK FROM THE WALSH RAILROAD STATION, GO 2.5
 HJ0011'MILES WEST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD TO
 HJ0011'SITE OF BENCH MARK.  BENCH MARK IS AT MILE POST 79, ABOUT
 HJ0011'120.0 FEET EAST OF A GATE IN RIGHT OF WAY FENCE, 48.0 FEET
 HJ0011'NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE
 HJ0011'RAILROAD TRACK, 38.0 FEET NORTH OF THE IRON MILE POST, 3.0
 HJ0011'FEET EAST OF A 4 X 4 INCH WOODEN MARKER POST, AND 2.0 FEET SOUTH
 HJ0011'OF THE RIGHT OF WAY FENCE.  THE MONUMENT PROJECTS 0.6 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0173 ***********************************************************************
 JJ0173  DESIGNATION -  J 274
 JJ0173  PID         -  JJ0173
 JJ0173  STATE/COUNTY-  CO/BENT
 JJ0173  USGS QUAD   -  HASTY (1979)
 JJ0173
 JJ0173                         *CURRENT SURVEY CONTROL
 JJ0173  ___________________________________________________________________
 JJ0173* NAD 83(1986)-  38 02 50.     (N)    102 58 59.     (W)     SCALED    
 JJ0173* NAVD 88     -      1185.674  (meters)    3890.00   (feet)  ADJUSTED  
 JJ0173  ___________________________________________________________________
 JJ0173  GEOID HEIGHT-         -22.70  (meters)                     GEOID03
 JJ0173  DYNAMIC HT  -        1184.528 (meters)    3886.24  (feet)  COMP
 JJ0173  MODELED GRAV-     979,622.2   (mgal)                       NAVD 88
 JJ0173
 JJ0173  VERT ORDER  -  FIRST     CLASS II
 JJ0173
 JJ0173.The horizontal coordinates were scaled from a topographic map and have
 JJ0173.an estimated accuracy of +/- 6 seconds.
 JJ0173
 JJ0173.The orthometric height was determined by differential leveling
 JJ0173.and adjusted by the National Geodetic Survey in June 1991..
 JJ0173
 JJ0173.The geoid height was determined by GEOID03.
 JJ0173
 JJ0173.The dynamic height is computed by dividing the NAVD 88
 JJ0173.geopotential number by the normal gravity value computed on the
 JJ0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0173.degrees latitude (g = 980.6199 gals.).
 JJ0173
 JJ0173.The modeled gravity was interpolated from observed gravity values.
 JJ0173
 JJ0173;                    North         East    Units  Estimated Accuracy
 JJ0173;SPC CO S     -   461,000.    1,135,290.      MT  (+/- 180 meters Scaled)
 JJ0173
 JJ0173                          SUPERSEDED SURVEY CONTROL
 JJ0173
 JJ0173  NGVD 29 (??/??/92) 1185.110  (m)         3888.15   (f) ADJ UNCH    1 2
 JJ0173
 JJ0173.Superseded values are not recommended for survey control.
 JJ0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0173.See file dsdata.txt to determine how the superseded data were derived.
 JJ0173
 JJ0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC769129(NAD 83)
 JJ0173_MARKER: DB = BENCH MARK DISK
 JJ0173_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JJ0173_STAMPING: J 274 1941
 JJ0173_MARK LOGO: CGS   
 JJ0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0173+STABILITY: SURFACE MOTION
 JJ0173
 JJ0173  HISTORY     - Date     Condition        Report By
 JJ0173  HISTORY     - 1941     MONUMENTED       CGS
 JJ0173  HISTORY     - 1951     GOOD             NGS
 JJ0173  HISTORY     - 1983     MARK NOT FOUND   LOCENG
 JJ0173  HISTORY     - 1985     GOOD             NGS
 JJ0173
 JJ0173                          STATION DESCRIPTION
 JJ0173
 JJ0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JJ0173'1.1 MI W FROM CADDOA.
 JJ0173'1.1 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JJ0173'FROM THE STATION AT CADDOA, AT CULVERT 522 B, IN THE TOP OF THE WEST
 JJ0173'END OF THE SOUTH HEADWALL, 16.5 FEET SOUTH OF THE CENTERLINE OF
 JJ0173'THE TRACK, AND ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 JJ0173'STAMPED J 274 1941.
 JJ0173
 JJ0173                          STATION RECOVERY (1983)
 JJ0173
 JJ0173'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983
 JJ0173'MARK NOT FOUND.
 JJ0173
 JJ0173                          STATION RECOVERY (1985)
 JJ0173
 JJ0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0173'RECOVERED IN GOOD CONDITION.  A NEW ROUTE TO THE MARK FOLLOWS.
 JJ0173'22.3 KM (13.85 MI) EASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 JJ0173'COURTHOUSE IN LAS ANIMAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0469 ***********************************************************************
 JJ0469  DESIGNATION -  J 275
 JJ0469  PID         -  JJ0469
 JJ0469  STATE/COUNTY-  CO/KIOWA
 JJ0469  USGS QUAD   -  HASWELL NE (1978)
 JJ0469
 JJ0469                         *CURRENT SURVEY CONTROL
 JJ0469  ___________________________________________________________________
 JJ0469* NAD 83(1986)-  38 28 11.     (N)    103 07 06.     (W)     SCALED    
 JJ0469* NAVD 88     -      1377.523  (meters)    4519.42   (feet)  ADJUSTED  
 JJ0469  ___________________________________________________________________
 JJ0469  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 JJ0469  DYNAMIC HT  -        1376.167 (meters)    4514.97  (feet)  COMP
 JJ0469  MODELED GRAV-     979,596.4   (mgal)                       NAVD 88
 JJ0469
 JJ0469  VERT ORDER  -  SECOND    CLASS 0
 JJ0469
 JJ0469.The horizontal coordinates were scaled from a topographic map and have
 JJ0469.an estimated accuracy of +/- 6 seconds.
 JJ0469
 JJ0469.The orthometric height was determined by differential leveling
 JJ0469.and adjusted by the National Geodetic Survey in June 1991..
 JJ0469
 JJ0469.The geoid height was determined by GEOID03.
 JJ0469
 JJ0469.The dynamic height is computed by dividing the NAVD 88
 JJ0469.geopotential number by the normal gravity value computed on the
 JJ0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0469.degrees latitude (g = 980.6199 gals.).
 JJ0469
 JJ0469.The modeled gravity was interpolated from observed gravity values.
 JJ0469
 JJ0469;                    North         East    Units  Estimated Accuracy
 JJ0469;SPC CO S     -   507,570.    1,122,230.      MT  (+/- 180 meters Scaled)
 JJ0469
 JJ0469                          SUPERSEDED SURVEY CONTROL
 JJ0469
 JJ0469  NGVD 29 (??/??/92) 1376.880  (m)         4517.31   (f) ADJ UNCH    2 0
 JJ0469
 JJ0469.Superseded values are not recommended for survey control.
 JJ0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0469.See file dsdata.txt to determine how the superseded data were derived.
 JJ0469
 JJ0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC641596(NAD 83)
 JJ0469_MARKER: DB = BENCH MARK DISK
 JJ0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0469_STAMPING: J 275 1941
 JJ0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0469+STABILITY: SURFACE MOTION
 JJ0469
 JJ0469  HISTORY     - Date     Condition        Report By
 JJ0469  HISTORY     - 1941     MONUMENTED       CGS
 JJ0469  HISTORY     - 1974     MARK NOT FOUND   USGS
 JJ0469  HISTORY     - 19951116 MARK NOT FOUND   CODOT
 JJ0469
 JJ0469                          STATION DESCRIPTION
 JJ0469
 JJ0469'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0469'19.3 MI W FROM EADS.
 JJ0469'19.3 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 JJ0469'AT EADS, KIOWA COUNTY, 18 FEET EAST OF A CATTLE GUARD AND A ROAD
 JJ0469'CROSSING, 45 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 45 FEET NORTH
 JJ0469'OF THE CENTERLINE OF STATE HIGHWAY 96, 3 FEET NORTH OF A FENCE LINE,
 JJ0469'3 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET LOWER
 JJ0469'THAN THE HIGHWAY.  A STANDARD DISK, STAMPED J 275 1941 AND SET IN
 JJ0469'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 JJ0469
 JJ0469                          STATION RECOVERY (1974)
 JJ0469
 JJ0469'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0469'MARK NOT FOUND.
 JJ0469
 JJ0469                          STATION RECOVERY (1995)
 JJ0469
 JJ0469'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (PGG)
 JJ0469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0252 ***********************************************************************
 KL0252  DESIGNATION -  J 276
 KL0252  PID         -  KL0252
 KL0252  STATE/COUNTY-  CO/LAKE
 KL0252  USGS QUAD   -  LEADVILLE NORTH (1994)
 KL0252
 KL0252                         *CURRENT SURVEY CONTROL
 KL0252  ___________________________________________________________________
 KL0252* NAD 83(1986)-  39 15 12.     (N)    106 22 24.     (W)     SCALED    
 KL0252* NAVD 88     -      2980.216  (meters)    9777.59   (feet)  ADJUSTED  
 KL0252  ___________________________________________________________________
 KL0252  GEOID HEIGHT-         -13.03  (meters)                     GEOID03
 KL0252  DYNAMIC HT  -        2976.269 (meters)    9764.64  (feet)  COMP
 KL0252  MODELED GRAV-     979,194.7   (mgal)                       NAVD 88
 KL0252
 KL0252  VERT ORDER  -  SECOND    CLASS 0
 KL0252
 KL0252.The horizontal coordinates were scaled from a topographic map and have
 KL0252.an estimated accuracy of +/- 6 seconds.
 KL0252
 KL0252.The orthometric height was determined by differential leveling
 KL0252.and adjusted by the National Geodetic Survey in June 1991..
 KL0252
 KL0252.The geoid height was determined by GEOID03.
 KL0252
 KL0252.The dynamic height is computed by dividing the NAVD 88
 KL0252.geopotential number by the normal gravity value computed on the
 KL0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0252.degrees latitude (g = 980.6199 gals.).
 KL0252
 KL0252.The modeled gravity was interpolated from observed gravity values.
 KL0252
 KL0252;                    North         East    Units  Estimated Accuracy
 KL0252;SPC CO C     -   462,790.      839,020.      MT  (+/- 180 meters Scaled)
 KL0252
 KL0252                          SUPERSEDED SURVEY CONTROL
 KL0252
 KL0252  NGVD 29 (??/??/92) 2978.442  (m)         9771.77   (f) ADJ UNCH    2 0
 KL0252
 KL0252.Superseded values are not recommended for survey control.
 KL0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0252.See file dsdata.txt to determine how the superseded data were derived.
 KL0252
 KL0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD815457(NAD 83)
 KL0252_MARKER: DB = BENCH MARK DISK
 KL0252_SETTING: 80 = SET IN A BOULDER
 KL0252_SP_SET: BOULDER
 KL0252_STAMPING: J 276 1951
 KL0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0252+STABILITY: SURFACE MOTION
 KL0252
 KL0252  HISTORY     - Date     Condition        Report By
 KL0252  HISTORY     - 1951     MONUMENTED       CGS
 KL0252  HISTORY     - 1959     GOOD             DOD
 KL0252
 KL0252                          STATION DESCRIPTION
 KL0252
 KL0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0252'4.85 MI SW FROM LEADVILLE.
 KL0252'0.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE AT
 KL0252'LEADVILLE, THENCE 4.75 MILES SOUTHWEST ALONG STATE HIGHWAY 104, 106
 KL0252'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE WOODEN BRIDGE OVER
 KL0252'SOUTH LAKE FORK RIVER, ON THE NORTHWEST SLOPE OF A HILL, 68 FEET SOUTH
 KL0252'OF THE CENTER LINE OF THE HIGHWAY, 10 FEET ABOVE THE LEVEL OF THE
 KL0252'HIGHWAY, SET IN THE TOP OF THE CENTER OF A 4X4 FOOT GRANITE BOULDER,
 KL0252'1.5 FEET ABOVE THE GROUND.
 KL0252
 KL0252                          STATION RECOVERY (1959)
 KL0252
 KL0252'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0334 ***********************************************************************
 KL0334  DESIGNATION -  J 277
 KL0334  PID         -  KL0334
 KL0334  STATE/COUNTY-  CO/PITKIN
 KL0334  USGS QUAD   -  NAST (1994)
 KL0334
 KL0334                         *CURRENT SURVEY CONTROL
 KL0334  ___________________________________________________________________
 KL0334* NAD 83(1986)-  39 18 03.     (N)    106 35 38.     (W)     SCALED    
 KL0334* NAVD 88     -      2825.859  (meters)    9271.17   (feet)  ADJUSTED  
 KL0334  ___________________________________________________________________
 KL0334  GEOID HEIGHT-         -12.86  (meters)                     GEOID03
 KL0334  DYNAMIC HT  -        2821.814 (meters)    9257.90  (feet)  COMP
 KL0334  MODELED GRAV-     979,096.3   (mgal)                       NAVD 88
 KL0334
 KL0334  VERT ORDER  -  SECOND    CLASS 0
 KL0334
 KL0334.The horizontal coordinates were scaled from a topographic map and have
 KL0334.an estimated accuracy of +/- 6 seconds.
 KL0334
 KL0334.The orthometric height was determined by differential leveling
 KL0334.and adjusted by the National Geodetic Survey in June 1991..
 KL0334
 KL0334.The geoid height was determined by GEOID03.
 KL0334
 KL0334.The dynamic height is computed by dividing the NAVD 88
 KL0334.geopotential number by the normal gravity value computed on the
 KL0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0334.degrees latitude (g = 980.6199 gals.).
 KL0334
 KL0334.The modeled gravity was interpolated from observed gravity values.
 KL0334
 KL0334;                    North         East    Units  Estimated Accuracy
 KL0334;SPC CO C     -   468,270.      820,050.      MT  (+/- 180 meters Scaled)
 KL0334
 KL0334                          SUPERSEDED SURVEY CONTROL
 KL0334
 KL0334  NGVD 29 (??/??/92) 2823.727  (m)         9264.18   (f) ADJ UNCH    2 0
 KL0334
 KL0334.Superseded values are not recommended for survey control.
 KL0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0334.See file dsdata.txt to determine how the superseded data were derived.
 KL0334
 KL0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD625513(NAD 83)
 KL0334_MARKER: DB = BENCH MARK DISK
 KL0334_SETTING: 80 = SET IN A BOULDER
 KL0334_SP_SET: BOULDER
 KL0334_STAMPING: J 277 1951
 KL0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0334+STABILITY: SURFACE MOTION
 KL0334
 KL0334  HISTORY     - Date     Condition        Report By
 KL0334  HISTORY     - 1951     MONUMENTED       CGS
 KL0334  HISTORY     - 1959     GOOD             DOD
 KL0334
 KL0334                          STATION DESCRIPTION
 KL0334
 KL0334'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0334'8.5 MI SE FROM THOMASVILLE.
 KL0334'8.5 MILES SOUTHEAST ALONG STATE HIGHWAY 104 FROM ITS JUNCTION WITH
 KL0334'STATE HIGHWAY 307 AT THOMASVILLE, 20 FEET EAST OF THE CENTER LINE OF
 KL0334'THE HIGHWAY, IN A GROVE OF ASPEN TREES, NEAR A LARGE CLEARING, 3 FEET
 KL0334'ABOVE THE ROAD, SET IN THE TOP OF THE CENTER OF A 5X8 FOOT GRANITE
 KL0334'BOULDER, FLUSH WITH THE GROUND.
 KL0334
 KL0334                          STATION RECOVERY (1959)
 KL0334
 KL0334'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0519 ***********************************************************************
 KL0519  DESIGNATION -  J 278
 KL0519  PID         -  KL0519
 KL0519  STATE/COUNTY-  CO/EAGLE
 KL0519  USGS QUAD   -  LEON (1987)
 KL0519
 KL0519                         *CURRENT SURVEY CONTROL
 KL0519  ___________________________________________________________________
 KL0519* NAD 83(1986)-  39 22 34.     (N)    107 00 24.     (W)     SCALED    
 KL0519* NAVD 88     -      2069.519  (meters)    6789.75   (feet)  ADJUSTED  
 KL0519  ___________________________________________________________________
 KL0519  GEOID HEIGHT-         -14.14  (meters)                     GEOID03
 KL0519  DYNAMIC HT  -        2066.979 (meters)    6781.41  (feet)  COMP
 KL0519  MODELED GRAV-     979,328.6   (mgal)                       NAVD 88
 KL0519
 KL0519  VERT ORDER  -  SECOND    CLASS 0
 KL0519
 KL0519.The horizontal coordinates were scaled from a topographic map and have
 KL0519.an estimated accuracy of +/- 6 seconds.
 KL0519
 KL0519.The orthometric height was determined by differential leveling
 KL0519.and adjusted by the National Geodetic Survey in June 1991..
 KL0519
 KL0519.The geoid height was determined by GEOID03.
 KL0519
 KL0519.The dynamic height is computed by dividing the NAVD 88
 KL0519.geopotential number by the normal gravity value computed on the
 KL0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0519.degrees latitude (g = 980.6199 gals.).
 KL0519
 KL0519.The modeled gravity was interpolated from observed gravity values.
 KL0519
 KL0519;                    North         East    Units  Estimated Accuracy
 KL0519;SPC CO C     -   477,140.      784,590.      MT  (+/- 180 meters Scaled)
 KL0519
 KL0519                          SUPERSEDED SURVEY CONTROL
 KL0519
 KL0519  NGVD 29 (??/??/92) 2067.890  (m)         6784.40   (f) ADJ UNCH    2 0
 KL0519
 KL0519.Superseded values are not recommended for survey control.
 KL0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0519.See file dsdata.txt to determine how the superseded data were derived.
 KL0519
 KL0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD271604(NAD 83)
 KL0519_MARKER: DB = BENCH MARK DISK
 KL0519_SETTING: 66 = SET IN ROCK OUTCROP
 KL0519_SP_SET: ROCK CLIFF
 KL0519_STAMPING: J 278 1951
 KL0519_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0519+STABILITY: POSITION/ELEVATION WELL
 KL0519
 KL0519  HISTORY     - Date     Condition        Report By
 KL0519  HISTORY     - 1951     MONUMENTED       CGS
 KL0519
 KL0519                          STATION DESCRIPTION
 KL0519
 KL0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0519'1.8 MI SE FROM BASALT.
 KL0519'1.8 MILES SOUTHEAST ALONG STATE HIGHWAY 104 FROM ITS JUNCTION WITH
 KL0519'STATE HIGHWAY 82 AT BASALT, 183 FEET NORTHWEST OF A TELEPHONE LINE, 72
 KL0519'FEET EAST OF A POLE, 21 FEET NORTHEAST OF THE CENTER LINE OF THE
 KL0519'HIGHWAY, 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET VERTICALLY IN A
 KL0519'ROCK CLIFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0456 ***********************************************************************
 KL0456  DESIGNATION -  J 279
 KL0456  PID         -  KL0456
 KL0456  STATE/COUNTY-  CO/EAGLE
 KL0456  USGS QUAD   -  CROOKED CREEK PASS (1987)
 KL0456
 KL0456                         *CURRENT SURVEY CONTROL
 KL0456  ___________________________________________________________________
 KL0456* NAD 83(1986)-  39 27 10.     (N)    106 41 52.     (W)     SCALED    
 KL0456* NAVD 88     -      2882.170  (meters)    9455.92   (feet)  ADJUSTED  
 KL0456  ___________________________________________________________________
 KL0456  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 KL0456  DYNAMIC HT  -        2878.335 (meters)    9443.34  (feet)  COMP
 KL0456  MODELED GRAV-     979,193.1   (mgal)                       NAVD 88
 KL0456
 KL0456  VERT ORDER  -  SECOND    CLASS 0
 KL0456
 KL0456.The horizontal coordinates were scaled from a topographic map and have
 KL0456.an estimated accuracy of +/- 6 seconds.
 KL0456
 KL0456.The orthometric height was determined by differential leveling
 KL0456.and adjusted by the National Geodetic Survey in June 1991..
 KL0456
 KL0456.The geoid height was determined by GEOID03.
 KL0456
 KL0456.The dynamic height is computed by dividing the NAVD 88
 KL0456.geopotential number by the normal gravity value computed on the
 KL0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0456.degrees latitude (g = 980.6199 gals.).
 KL0456
 KL0456.The modeled gravity was interpolated from observed gravity values.
 KL0456
 KL0456;                    North         East    Units  Estimated Accuracy
 KL0456;SPC CO C     -   485,250.      811,320.      MT  (+/- 180 meters Scaled)
 KL0456
 KL0456                          SUPERSEDED SURVEY CONTROL
 KL0456
 KL0456  NGVD 29 (??/??/92) 2880.327  (m)         9449.87   (f) ADJ UNCH    2 0
 KL0456
 KL0456.Superseded values are not recommended for survey control.
 KL0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0456.See file dsdata.txt to determine how the superseded data were derived.
 KL0456
 KL0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD539683(NAD 83)
 KL0456_MARKER: DB = BENCH MARK DISK
 KL0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0456_STAMPING: J 279 1951
 KL0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0456+STABILITY: SURFACE MOTION
 KL0456
 KL0456  HISTORY     - Date     Condition        Report By
 KL0456  HISTORY     - 1951     MONUMENTED       CGS
 KL0456  HISTORY     - 1959     GOOD             DOD
 KL0456
 KL0456                          STATION DESCRIPTION
 KL0456
 KL0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0456'12.3 MI N FROM THOMASVILLE.
 KL0456'12.3 MILES NORTH ALONG STATE HIGHWAY 307 FROM ITS JUNCTION WITH STATE
 KL0456'HIGHWAY 104 AT THOMASVILLE, 49 FEET SOUTH OF THE CENTER OF THE
 KL0456'SOUTHEAST END OF A LOG BRIDGE, 39 FEET SOUTHEAST OF THE CENTER LINE OF
 KL0456'THE HIGHWAY, 19 FEET SOUTHWEST OF THE CENTER OF A WIRE GATE, ON THE
 KL0456'OUTSIDE OF A CURVE IN THE HIGHWAY, 3 FEET NORTHEAST OF A WITNESS POST,
 KL0456'SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 KL0456
 KL0456                          STATION RECOVERY (1959)
 KL0456
 KL0456'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0456'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0434 ***********************************************************************
 KL0434  DESIGNATION -  J 280
 KL0434  PID         -  KL0434
 KL0434  STATE/COUNTY-  CO/EAGLE
 KL0434  USGS QUAD   -  GYPSUM (1987)
 KL0434
 KL0434                         *CURRENT SURVEY CONTROL
 KL0434  ___________________________________________________________________
 KL0434* NAD 83(1992)-  39 38 52.04322(N)    106 54 59.88067(W)     ADJUSTED  
 KL0434* NAVD 88     -      1957.239  (meters)    6421.38   (feet)  ADJUSTED  
 KL0434  ___________________________________________________________________
 KL0434  X           -  -1,431,402.804 (meters)                     COMP
 KL0434  Y           -  -4,706,388.779 (meters)                     COMP
 KL0434  Z           -   4,049,191.355 (meters)                     COMP
 KL0434  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 KL0434  ELLIP HEIGHT-        1943.45  (meters)          (10/21/02) GPS OBS
 KL0434  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 KL0434  DYNAMIC HT  -        1955.125 (meters)    6414.44  (feet)  COMP
 KL0434  MODELED GRAV-     979,477.8   (mgal)                       NAVD 88
 KL0434
 KL0434  HORZ ORDER  -  FIRST
 KL0434  VERT ORDER  -  SECOND    CLASS 0
 KL0434  ELLP ORDER  -  FIFTH     CLASS I
 KL0434
 KL0434.The horizontal coordinates were established by GPS observations
 KL0434.and adjusted by the National Geodetic Survey in June 2000..
 KL0434
 KL0434.The orthometric height was determined by differential leveling
 KL0434.and adjusted by the National Geodetic Survey in June 1991..
 KL0434
 KL0434.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KL0434
 KL0434.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0434
 KL0434.The ellipsoidal height was determined by GPS observations
 KL0434.and is referenced to NAD 83.
 KL0434
 KL0434.The geoid height was determined by GEOID03.
 KL0434
 KL0434.The dynamic height is computed by dividing the NAVD 88
 KL0434.geopotential number by the normal gravity value computed on the
 KL0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0434.degrees latitude (g = 980.6199 gals.).
 KL0434
 KL0434.The modeled gravity was interpolated from observed gravity values.
 KL0434
 KL0434;                    North         East     Units Scale Factor Converg.
 KL0434;SPC CO C     -   507,171.816   792,817.989   MT  0.99998138   -0 53 36.4
 KL0434;SPC CO C     - 1,663,946.20  2,601,103.69   sFT  0.99998138   -0 53 36.4
 KL0434;UTM  13      - 4,390,421.880   335,553.520   MT  0.99993295   -1 13 23.6
 KL0434
 KL0434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0434!SPC CO C     -   0.99969520  x   0.99998138  =   0.99967658
 KL0434!UTM  13      -   0.99969520  x   0.99993295  =   0.99962817
 KL0434
 KL0434:                Primary Azimuth Mark                     Grid Az
 KL0434:SPC CO C     -  BROWN                                    175 01 35.4
 KL0434:UTM  13      -  BROWN                                    175 21 22.6
 KL0434
 KL0434|---------------------------------------------------------------------|
 KL0434| PID    Reference Object                     Distance      Geod. Az  |
 KL0434|                                                           dddmmss.s |
 KL0434| KL0829 BROWN                               431.103 METERS 1740759.0 |
 KL0434|---------------------------------------------------------------------|
 KL0434
 KL0434                          SUPERSEDED SURVEY CONTROL
 KL0434
 KL0434  ELLIP H (06/30/00) 1943.47   (m)                       GP(       ) 1 1
 KL0434  NAVD 88 (06/30/00) 1957.24   (m)         6421.4    (f) LEVELING    3  
 KL0434  NGVD 29 (??/??/92) 1955.919  (m)         6417.04   (f) ADJ UNCH    2 0
 KL0434
 KL0434.Superseded values are not recommended for survey control.
 KL0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0434.See file dsdata.txt to determine how the superseded data were derived.
 KL0434
 KL0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD3555490422(NAD 83)
 KL0434_MARKER: DB = BENCH MARK DISK
 KL0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0434_SP_SET: CONCRETE POST
 KL0434_STAMPING: J 280 1951
 KL0434_MARK LOGO: CGS   
 KL0434_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0434+STABILITY: SURFACE MOTION
 KL0434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KL0434+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2004
 KL0434
 KL0434  HISTORY     - Date     Condition        Report By
 KL0434  HISTORY     - 1951     MONUMENTED       CGS
 KL0434  HISTORY     - 1979     GOOD             NGS
 KL0434  HISTORY     - 19910506 GOOD             NGS
 KL0434  HISTORY     - 19990510 GOOD             NGS
 KL0434  HISTORY     - 20040702 GOOD             NGS
 KL0434
 KL0434                          STATION DESCRIPTION
 KL0434
 KL0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0434'4.9 MI SW FROM EAGLE.
 KL0434'0.1 MILE NORTH ALONG STATE HIGHWAY 307 FROM THE POST OFFICE AT EAGLE,
 KL0434'THENCE 4.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 24, 156 FEET NORTH OF
 KL0434'THE CENTER OF THE ENTRANCE TO THE EAGLE AIRPORT, 90 FEET NORTH OF THE
 KL0434'CENTER LINE OF THE HIGHWAY, 78 FEET NORTHWEST OF THE NORTHWEST CORNER
 KL0434'OF A 4 FOOT CONCRETE CULVERT UNDER THE HIGHWAY, 42 FEET SOUTH OF THE
 KL0434'SOUTH RAIL OF THE DENVER AND RIO GRANDE WESTERN RAILROAD, 1 FOOT SOUTH
 KL0434'OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT
 KL0434'ABOVE THE GROUND.
 KL0434
 KL0434                          STATION RECOVERY (1979)
 KL0434
 KL0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KL0434'RECOVERED IN GOOD CONDITION.
 KL0434
 KL0434                          STATION RECOVERY (1991)
 KL0434
 KL0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KL0434'0.1 MI (0.16 KM) NORTH ALONG STATE HIGHWAY 307 FROM THE POST OFFICE
 KL0434'AT EAGLE, THENCE 4.8 MI (7.72 KM) SOUTHWEST ALONG OLD U. S. HIGHWAY
 KL0434'24 TO THE MARK, 156 FT (47.55 M) NORTH OF THE CENTER OF THE ENTRANCE
 KL0434'TO THE EAGLE AIRPORT, 81 FT (24.69 M) NORTH OF THE CENTER LINE OF THE
 KL0434'HIGHWAY, 69 FT (21.03 M) NORTHWEST OF THE NORTHWEST CORNER OF A 2 FT
 KL0434'(0.61 M) METAL CULVERT UNDER THE HIGHWAY, 45 FT (13.72 M) SOUTH OF
 KL0434'THE SOUTH RAIL OF THE DENVER AND RIO GRANDE WESTERN RAILROAD, 19 FT
 KL0434'(5.79 M) SOUTH OF A POWER POLE, MARK PROJECTS 0.4 FT (0.12 M) ABOVE
 KL0434'THE GROUND.
 KL0434
 KL0434                          STATION RECOVERY (1999)
 KL0434
 KL0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 KL0434'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) WEST OF EAGLE, 2 MI (3.2
 KL0434'KM) EAST OF GYPSUM AND 0.5 MI (0.8 KM) NORTH OF THE EAGLE COUNTY
 KL0434'REGIONAL AIRPORT, IN THE NORTHWEST 1/4 OF SECTION 3, T 5 S, R 85 W.
 KL0434'OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION AND RAILROAD RIGHT-OF-WAY
 KL0434'TO REACH THE STATION FROM INTERSTATE 70 EXIT 140, THE GYPSUM EXIT, GO
 KL0434'SOUTHEAST ON THE OLD U.S.  HIGHWAY 6 FOR 0.65 MI (1.05 KM) TO A SIDE
 KL0434'ROAD RIGHT, COTTONWOOD PASS ROAD.  CONTINUE EAST ON OLD U.S.  HIGHWAY
 KL0434'6 FOR 1.75 MI (2.82 KM) TO THE STATION ON THE LEFT AT THE NORTH
 KL0434'ENTRANCE TO THE EAGLE AIRPORT
 KL0434'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 KL0434'POST PROJECTING 12 CM ABOVE THE GROUND.  IT IS 47.55 M (156.00 FT)
 KL0434'NORTH FROM THE CENTER OF THE ENTRANCE TO THE TO THE EAGLE AIRPORT,
 KL0434'24.7 M (81.0 FT) NORTH FROM THE CENTER LINE OF THE HIGHWAY, 21.0 M
 KL0434'(68.9 FT) NORTHWEST FROM THE NORTHWEST CORNER OF A 2-FOOT METAL
 KL0434'CULVERT UNDER THE HIGHWAY, 13.7 M (44.9 FT) SOUTH FROM THE SOUTH RAIL
 KL0434'OF THE RAILROAD AND 5.8 M (19.0 FT) SOUTH FROM A POWER POLE.
 KL0434
 KL0434                          STATION RECOVERY (2004)
 KL0434
 KL0434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 KL0434'OLD HIGHWAY US 6 AND US 24 IS STILL REFERRED TO AS US 6.  D+RGW RR IS
 KL0434'NOW PART OF UNION PACIFIC RR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0101 ***********************************************************************
 KL0101  DESIGNATION -  J 281
 KL0101  PID         -  KL0101
 KL0101  STATE/COUNTY-  CO/EAGLE
 KL0101  USGS QUAD   -  VAIL PASS (1987)
 KL0101
 KL0101                         *CURRENT SURVEY CONTROL
 KL0101  ___________________________________________________________________
 KL0101* NAD 83(1986)-  39 33 33.     (N)    106 14 03.     (W)     SCALED    
 KL0101* NAVD 88     -      3136.985  (meters)   10291.92   (feet)  ADJUSTED  
 KL0101  ___________________________________________________________________
 KL0101  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 KL0101  DYNAMIC HT  -        3132.899 (meters)   10278.52  (feet)  COMP
 KL0101  MODELED GRAV-     979,209.6   (mgal)                       NAVD 88
 KL0101
 KL0101  VERT ORDER  -  SECOND    CLASS 0
 KL0101
 KL0101.The horizontal coordinates were scaled from a topographic map and have
 KL0101.an estimated accuracy of +/- 6 seconds.
 KL0101
 KL0101.The orthometric height was determined by differential leveling
 KL0101.and adjusted by the National Geodetic Survey in June 1991..
 KL0101
 KL0101.The geoid height was determined by GEOID03.
 KL0101
 KL0101.The dynamic height is computed by dividing the NAVD 88
 KL0101.geopotential number by the normal gravity value computed on the
 KL0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0101.degrees latitude (g = 980.6199 gals.).
 KL0101
 KL0101.The modeled gravity was interpolated from observed gravity values.
 KL0101
 KL0101;                    North         East    Units  Estimated Accuracy
 KL0101;SPC CO C     -   496,640.      851,310.      MT  (+/- 180 meters Scaled)
 KL0101
 KL0101                          SUPERSEDED SURVEY CONTROL
 KL0101
 KL0101  NGVD 29 (??/??/92) 3135.196  (m)        10286.06   (f) ADJ UNCH    2 0
 KL0101
 KL0101.Superseded values are not recommended for survey control.
 KL0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0101.See file dsdata.txt to determine how the superseded data were derived.
 KL0101
 KL0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD939795(NAD 83)
 KL0101_MARKER: DB = BENCH MARK DISK
 KL0101_SETTING: 80 = SET IN A BOULDER
 KL0101_SP_SET: BOULDER
 KL0101_STAMPING: J 281 1951
 KL0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0101+STABILITY: SURFACE MOTION
 KL0101
 KL0101  HISTORY     - Date     Condition        Report By
 KL0101  HISTORY     - 1951     MONUMENTED       CGS
 KL0101  HISTORY     - 1959     GOOD             DOD
 KL0101
 KL0101                          STATION DESCRIPTION
 KL0101
 KL0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0101'15.35 MI NW FROM KOKOMO.
 KL0101'8.0 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ITS JUNCTION WITH
 KL0101'COUNTY ROAD 304 AT KOKOMO, THENCE 7.35 MILES WEST ALONG U.S. HIGHWAY
 KL0101'6, 132 FEET SOUTH OF THE SOUTHWEST END OF A 24 INCH PIPE CULVERT, 99
 KL0101'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 17 FEET NORTHEAST OF
 KL0101'THE NORTHEAST BANK OF BLACK GORE CREEK, ON THE OUTSIDE OF A CURVE IN
 KL0101'THE HIGHWAY, 4 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF
 KL0101'THE CENTER OF A LARGE GRANITE BOULDER, FLUSH WITH THE GROUND. NOTE--
 KL0101'THE MARK IS 110 FEET SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 6 AND
 KL0101'7.4 FEET LOWER.  46 FEET SOUTHEAST OF A PINE TREE AND 4.1 FEET HIGHER.
 KL0101
 KL0101                          STATION RECOVERY (1959)
 KL0101
 KL0101'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0392 ***********************************************************************
 KL0392  DESIGNATION -  J 282
 KL0392  PID         -  KL0392
 KL0392  STATE/COUNTY-  CO/PITKIN
 KL0392  USGS QUAD   -  NAST (1994)
 KL0392
 KL0392                         *CURRENT SURVEY CONTROL
 KL0392  ___________________________________________________________________
 KL0392* NAD 83(1986)-  39 17 43.     (N)    106 36 11.     (W)     SCALED    
 KL0392* NAVD 88     -      2672.926  (meters)    8769.42   (feet)  ADJUSTED  
 KL0392  ___________________________________________________________________
 KL0392  GEOID HEIGHT-         -12.87  (meters)                     GEOID03
 KL0392  DYNAMIC HT  -        2669.060 (meters)    8756.74  (feet)  COMP
 KL0392  MODELED GRAV-     979,088.2   (mgal)                       NAVD 88
 KL0392
 KL0392  VERT ORDER  -  SECOND    CLASS 0
 KL0392
 KL0392.The horizontal coordinates were scaled from a topographic map and have
 KL0392.an estimated accuracy of +/- 6 seconds.
 KL0392
 KL0392.The orthometric height was determined by differential leveling
 KL0392.and adjusted by the National Geodetic Survey in June 1991..
 KL0392
 KL0392.The geoid height was determined by GEOID03.
 KL0392
 KL0392.The dynamic height is computed by dividing the NAVD 88
 KL0392.geopotential number by the normal gravity value computed on the
 KL0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0392.degrees latitude (g = 980.6199 gals.).
 KL0392
 KL0392.The modeled gravity was interpolated from observed gravity values.
 KL0392
 KL0392;                    North         East    Units  Estimated Accuracy
 KL0392;SPC CO C     -   467,670.      819,250.      MT  (+/- 180 meters Scaled)
 KL0392
 KL0392                          SUPERSEDED SURVEY CONTROL
 KL0392
 KL0392  NGVD 29 (??/??/92) 2670.734  (m)         8762.23   (f) ADJ UNCH    2 0
 KL0392
 KL0392.Superseded values are not recommended for survey control.
 KL0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0392.See file dsdata.txt to determine how the superseded data were derived.
 KL0392
 KL0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD617507(NAD 83)
 KL0392_MARKER: DB = BENCH MARK DISK
 KL0392_SETTING: 80 = SET IN A BOULDER
 KL0392_SP_SET: BOULDER
 KL0392_STAMPING: J 282 1951
 KL0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0392+STABILITY: SURFACE MOTION
 KL0392
 KL0392  HISTORY     - Date     Condition        Report By
 KL0392  HISTORY     - 1951     MONUMENTED       CGS
 KL0392  HISTORY     - 1959     GOOD             DOD
 KL0392
 KL0392                          STATION DESCRIPTION
 KL0392
 KL0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0392'8.2 MI SE FROM THOMASVILLE.
 KL0392'7.5 MILES SOUTHEAST ALONG STATE HIGHWAY 104 FROM ITS JUNCTION WITH
 KL0392'STATE HIGHWAY 307 AT THOMASVILLE, THENCE 0.6 MILE SOUTH ALONG A ROAD
 KL0392'LEADING TO THE IVANHOE RESORT, THENCE 0.1 MILE SOUTHEAST ALONG A DIRT
 KL0392'ROAD LEADING TO A PRIVATE CABIN, 55 FEET EAST OF THE CENTER LINE OF
 KL0392'THE ROAD, 200 FEET SOUTHWEST OF THE SOUTHWEST BANK OF THE FRYING PAN
 KL0392'RIVER, 4 FEET NORTHEAST OF THE CENTER LINE OF A HORSE TRAIL, 2 FEET
 KL0392'SOUTHWEST OF THE SOUTHWEST EDGE OF A 10X10 FOOT GRANITE BOULDER, SET
 KL0392'IN THE TOP OF THE SOUTHEAST END OF A 4X6 FOOT GRANITE BOULDER, 1.8
 KL0392'FEET ABOVE THE GROUND.
 KL0392
 KL0392                          STATION RECOVERY (1959)
 KL0392
 KL0392'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0166 ***********************************************************************
 KL0166  DESIGNATION -  J 283
 KL0166  PID         -  KL0166
 KL0166  STATE/COUNTY-  CO/LAKE
 KL0166  USGS QUAD   -  CLIMAX (1994)
 KL0166
 KL0166                         *CURRENT SURVEY CONTROL
 KL0166  ___________________________________________________________________
 KL0166* NAD 83(1986)-  39 19 53.     (N)    106 13 08.     (W)     SCALED    
 KL0166* NAVD 88     -      3160.337  (meters)   10368.54   (feet)  ADJUSTED  
 KL0166  ___________________________________________________________________
 KL0166  GEOID HEIGHT-         -12.71  (meters)                     GEOID03
 KL0166  DYNAMIC HT  -        3156.069 (meters)   10354.54  (feet)  COMP
 KL0166  MODELED GRAV-     979,161.5   (mgal)                       NAVD 88
 KL0166
 KL0166  VERT ORDER  -  FIRST     CLASS II
 KL0166
 KL0166.The horizontal coordinates were scaled from a topographic map and have
 KL0166.an estimated accuracy of +/- 6 seconds.
 KL0166
 KL0166.The orthometric height was determined by differential leveling
 KL0166.and adjusted by the National Geodetic Survey in June 1991..
 KL0166
 KL0166.The geoid height was determined by GEOID03.
 KL0166
 KL0166.The dynamic height is computed by dividing the NAVD 88
 KL0166.geopotential number by the normal gravity value computed on the
 KL0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0166.degrees latitude (g = 980.6199 gals.).
 KL0166
 KL0166.The modeled gravity was interpolated from observed gravity values.
 KL0166
 KL0166;                    North         East    Units  Estimated Accuracy
 KL0166;SPC CO C     -   471,340.      852,420.      MT  (+/- 180 meters Scaled)
 KL0166
 KL0166                          SUPERSEDED SURVEY CONTROL
 KL0166
 KL0166  NGVD 29 (??/??/92) 3158.472  (m)        10362.42   (f) ADJ UNCH    1 2
 KL0166
 KL0166.Superseded values are not recommended for survey control.
 KL0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0166.See file dsdata.txt to determine how the superseded data were derived.
 KL0166
 KL0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD949542(NAD 83)
 KL0166_MARKER: DB = BENCH MARK DISK
 KL0166_SETTING: 80 = SET IN A BOULDER
 KL0166_SP_SET: BOULDER
 KL0166_STAMPING: J 283 1951
 KL0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0166+STABILITY: SURFACE MOTION
 KL0166
 KL0166  HISTORY     - Date     Condition        Report By
 KL0166  HISTORY     - 1951     MONUMENTED       CGS
 KL0166  HISTORY     - 1970     GOOD             USGS
 KL0166
 KL0166                          STATION DESCRIPTION
 KL0166
 KL0166'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KL0166'7.95 MI NE FROM LEADVILLE.
 KL0166'4.65 MI. SW ALONG STATE HIGHWAY 91 FROM THE ENTRANCE TO THE CLIMAX
 KL0166'MOLYBDENUM COMPANY MINE AT CLIMAX.  LEADVILLE, 1.3 MILES NORTHEAST
 KL0166'ALONG U.S. HIGHWAY 24, THENCE 6.65 MILES NORTHEAST ALONG STATE HIGHWAY
 KL0166'91 FROM THE COUNTY COURTHOUSE AT, ABOUT 650 FT. NORTH OF PRIVATE ROAD
 KL0166'LEADING EAST, 123 FT. SOUTHEAST AND 2.2 FT. LOWER THAN CENTER LINE OF
 KL0166'HIGHWAY AT ROAD LEADING WEST, 10 FT. NORTH OF CENTER OF DIM TRACK
 KL0166'ROAD, SET IN THE TOP OF THE CENTER OF A 4 X6 FOOT GRANITE BOULDER
 KL0166'PROJECTING 1.5 FT., A STANDARD DISK STAMPED J 283, 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0202 ***********************************************************************
 KL0202  DESIGNATION -  J 284
 KL0202  PID         -  KL0202
 KL0202  STATE/COUNTY-  CO/PARK
 KL0202  USGS QUAD   -  CLIMAX (1994)
 KL0202
 KL0202                         *CURRENT SURVEY CONTROL
 KL0202  ___________________________________________________________________
 KL0202* NAD 83(1986)-  39 17 14.     (N)    106 10 36.     (W)     SCALED    
 KL0202* NAVD 88     -      3910.597  (meters)   12830.02   (feet)  ADJUSTED  
 KL0202  ___________________________________________________________________
 KL0202  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 KL0202  DYNAMIC HT  -        3904.817 (meters)   12811.05  (feet)  COMP
 KL0202  MODELED GRAV-     979,004.7   (mgal)                       NAVD 88
 KL0202
 KL0202  VERT ORDER  -  SECOND    CLASS 0
 KL0202
 KL0202.The horizontal coordinates were scaled from a topographic map and have
 KL0202.an estimated accuracy of +/- 6 seconds.
 KL0202
 KL0202.The orthometric height was determined by differential leveling
 KL0202.and adjusted by the National Geodetic Survey in June 1991..
 KL0202
 KL0202.The geoid height was determined by GEOID03.
 KL0202
 KL0202.The dynamic height is computed by dividing the NAVD 88
 KL0202.geopotential number by the normal gravity value computed on the
 KL0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0202.degrees latitude (g = 980.6199 gals.).
 KL0202
 KL0202.The modeled gravity was interpolated from observed gravity values.
 KL0202
 KL0202;                    North         East    Units  Estimated Accuracy
 KL0202;SPC CO C     -   466,410.      856,030.      MT  (+/- 180 meters Scaled)
 KL0202
 KL0202                          SUPERSEDED SURVEY CONTROL
 KL0202
 KL0202  NGVD 29 (??/??/92) 3908.394  (m)        12822.79   (f) ADJ UNCH    2 0
 KL0202
 KL0202.Superseded values are not recommended for survey control.
 KL0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0202.See file dsdata.txt to determine how the superseded data were derived.
 KL0202
 KL0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD985493(NAD 83)
 KL0202_MARKER: DB = BENCH MARK DISK
 KL0202_SETTING: 80 = SET IN A BOULDER
 KL0202_SP_SET: BOULDER
 KL0202_STAMPING: J 284 1951
 KL0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0202+STABILITY: SURFACE MOTION
 KL0202
 KL0202  HISTORY     - Date     Condition        Report By
 KL0202  HISTORY     - 1951     MONUMENTED       CGS
 KL0202  HISTORY     - 1959     GOOD             DOD
 KL0202
 KL0202                          STATION DESCRIPTION
 KL0202
 KL0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0202'8.5 MI E FROM LEADVILLE.
 KL0202'0.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE AT
 KL0202'LEADVILLE, THENCE 7.6 MILES EAST ALONG STATE HIGHWAY 300, THENCE 0.8
 KL0202'MILE EAST ALONG A TRACK ROAD, 75 FEET SOUTHWEST OF A SIGN READING
 KL0202'FAIRPLAY 14 MILES, 32 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD,
 KL0202'26 FEET SOUTH OF THE SOUTH EDGE OF A ROCK RETAINING WALL, SET IN THE
 KL0202'TOP OF THE CENTER OF A 4X6 FOOT GRANITE BOULDER, 2 FEET ABOVE THE
 KL0202'GROUND.
 KL0202
 KL0202                          STATION RECOVERY (1959)
 KL0202
 KL0202'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0681 ***********************************************************************
 JK0681  DESIGNATION -  J 285
 JK0681  PID         -  JK0681
 JK0681  STATE/COUNTY-  CO/FREMONT
 JK0681  USGS QUAD   -  CAMERON MOUNTAIN (1994)
 JK0681
 JK0681                         *CURRENT SURVEY CONTROL
 JK0681  ___________________________________________________________________
 JK0681* NAD 83(1986)-  38 38 50.     (N)    105 54 10.     (W)     SCALED    
 JK0681* NAVD 88     -      2992.876  (meters)    9819.13   (feet)  ADJUSTED  
 JK0681  ___________________________________________________________________
 JK0681  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 JK0681  DYNAMIC HT  -        2988.951 (meters)    9806.25  (feet)  COMP
 JK0681  MODELED GRAV-     979,206.9   (mgal)                       NAVD 88
 JK0681
 JK0681  VERT ORDER  -  SECOND    CLASS 0
 JK0681
 JK0681.The horizontal coordinates were scaled from a topographic map and have
 JK0681.an estimated accuracy of +/- 6 seconds.
 JK0681
 JK0681.The orthometric height was determined by differential leveling
 JK0681.and adjusted by the National Geodetic Survey in June 1991..
 JK0681
 JK0681.The geoid height was determined by GEOID03.
 JK0681
 JK0681.The dynamic height is computed by dividing the NAVD 88
 JK0681.geopotential number by the normal gravity value computed on the
 JK0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0681.degrees latitude (g = 980.6199 gals.).
 JK0681
 JK0681.The modeled gravity was interpolated from observed gravity values.
 JK0681
 JK0681;                    North         East    Units  Estimated Accuracy
 JK0681;SPC CO C     -   395,230.      879,340.      MT  (+/- 180 meters Scaled)
 JK0681
 JK0681                          SUPERSEDED SURVEY CONTROL
 JK0681
 JK0681  NGVD 29 (??/??/92) 2991.267  (m)         9813.85   (f) ADJ UNCH    2 0
 JK0681
 JK0681.Superseded values are not recommended for survey control.
 JK0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0681.See file dsdata.txt to determine how the superseded data were derived.
 JK0681
 JK0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC214780(NAD 83)
 JK0681_MARKER: DB = BENCH MARK DISK
 JK0681_SETTING: 80 = SET IN A BOULDER
 JK0681_SP_SET: BOULDER
 JK0681_STAMPING: J 285 1951
 JK0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0681+STABILITY: SURFACE MOTION
 JK0681
 JK0681  HISTORY     - Date     Condition        Report By
 JK0681  HISTORY     - 1951     MONUMENTED       CGS
 JK0681
 JK0681                          STATION DESCRIPTION
 JK0681
 JK0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0681'12.7 MI NE FROM SALIDA.
 JK0681'1.0 MILE NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0681'RAILROAD FROM THE STATION AT SALIDA, THENCE 11.7 MILES NORTHEAST
 JK0681'ALONG THE UTE TRAIL, 0.3 MILE NORTHEAST OF A FARMHOUSE, 200 FEET
 JK0681'WEST OF A LONE 24 INCH PINE TREE, 52 FEET SOUTHEAST OF A FENCE
 JK0681'CORNER, 46 FEET NORTH OF THE CENTER LINE OF THE UTE TRAIL, 3
 JK0681'FEET NORTHEAST OF A FENCE, SET IN THE TOP OF A LARGE GRANITE
 JK0681'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0696 ***********************************************************************
 JK0696  DESIGNATION -  J 286
 JK0696  PID         -  JK0696
 JK0696  STATE/COUNTY-  CO/FREMONT
 JK0696  USGS QUAD   -  BLACK MOUNTAIN (1994)
 JK0696
 JK0696                         *CURRENT SURVEY CONTROL
 JK0696  ___________________________________________________________________
 JK0696* NAD 83(1986)-  38 38 53.     (N)    105 42 34.     (W)     SCALED    
 JK0696* NAVD 88     -      2794.485  (meters)    9168.24   (feet)  ADJUSTED  
 JK0696  ___________________________________________________________________
 JK0696  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 JK0696  DYNAMIC HT  -        2790.859 (meters)    9156.34  (feet)  COMP
 JK0696  MODELED GRAV-     979,228.9   (mgal)                       NAVD 88
 JK0696
 JK0696  VERT ORDER  -  SECOND    CLASS 0
 JK0696
 JK0696.The horizontal coordinates were scaled from a topographic map and have
 JK0696.an estimated accuracy of +/- 6 seconds.
 JK0696
 JK0696.The orthometric height was determined by differential leveling
 JK0696.and adjusted by the National Geodetic Survey in June 1991..
 JK0696
 JK0696.The geoid height was determined by GEOID03.
 JK0696
 JK0696.The dynamic height is computed by dividing the NAVD 88
 JK0696.geopotential number by the normal gravity value computed on the
 JK0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0696.degrees latitude (g = 980.6199 gals.).
 JK0696
 JK0696.The modeled gravity was interpolated from observed gravity values.
 JK0696
 JK0696;                    North         East    Units  Estimated Accuracy
 JK0696;SPC CO C     -   395,260.      896,170.      MT  (+/- 180 meters Scaled)
 JK0696
 JK0696                          SUPERSEDED SURVEY CONTROL
 JK0696
 JK0696  NGVD 29 (??/??/92) 2792.909  (m)         9163.07   (f) ADJ UNCH    2 0
 JK0696
 JK0696.Superseded values are not recommended for survey control.
 JK0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0696.See file dsdata.txt to determine how the superseded data were derived.
 JK0696
 JK0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC382779(NAD 83)
 JK0696_MARKER: DB = BENCH MARK DISK
 JK0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0696_STAMPING: J 286 1951
 JK0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0696+STABILITY: SURFACE MOTION
 JK0696
 JK0696  HISTORY     - Date     Condition        Report By
 JK0696  HISTORY     - 1951     MONUMENTED       CGS
 JK0696
 JK0696                          STATION DESCRIPTION
 JK0696
 JK0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0696'25 MI NE FROM SALIDA.
 JK0696'1.0 MILE NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0696'RAILROAD FROM THE STATION AT SALIDA, THENCE 24.05 MILES NORTHEAST
 JK0696'ALONG THE UTE TRAIL, 0.45 MILE SOUTHWEST OF A CATTLE GUARD,
 JK0696'99 FEET NORTHWEST OF THE CENTER LINE OF THE UTE TRAIL, 36 FEET
 JK0696'SOUTHWEST OF THE SOUTHWEST EDGE OF A 40 FOOT DITCH, 3 FEET
 JK0696'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 JK0696'WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0456 ***********************************************************************
 JK0456  DESIGNATION -  J 287
 JK0456  PID         -  JK0456
 JK0456  STATE/COUNTY-  CO/FREMONT
 JK0456  USGS QUAD   -  COVER MOUNTAIN (1983)
 JK0456
 JK0456                         *CURRENT SURVEY CONTROL
 JK0456  ___________________________________________________________________
 JK0456* NAD 83(1986)-  38 39 03.     (N)    105 28 34.     (W)     SCALED    
 JK0456* NAVD 88     -      2366.271  (meters)    7763.34   (feet)  ADJUSTED  
 JK0456  ___________________________________________________________________
 JK0456  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 JK0456  DYNAMIC HT  -        2363.418 (meters)    7753.98  (feet)  COMP
 JK0456  MODELED GRAV-     979,337.3   (mgal)                       NAVD 88
 JK0456
 JK0456  VERT ORDER  -  SECOND    CLASS 0
 JK0456
 JK0456.The horizontal coordinates were scaled from a topographic map and have
 JK0456.an estimated accuracy of +/- 6 seconds.
 JK0456
 JK0456.The orthometric height was determined by differential leveling
 JK0456.and adjusted by the National Geodetic Survey in June 1991..
 JK0456
 JK0456.The geoid height was determined by GEOID03.
 JK0456
 JK0456.The dynamic height is computed by dividing the NAVD 88
 JK0456.geopotential number by the normal gravity value computed on the
 JK0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0456.degrees latitude (g = 980.6199 gals.).
 JK0456
 JK0456.The modeled gravity was interpolated from observed gravity values.
 JK0456
 JK0456;                    North         East    Units  Estimated Accuracy
 JK0456;SPC CO C     -   395,550.      916,480.      MT  (+/- 180 meters Scaled)
 JK0456
 JK0456                          SUPERSEDED SURVEY CONTROL
 JK0456
 JK0456  NGVD 29 (??/??/92) 2364.935  (m)         7758.96   (f) ADJ UNCH    2 0
 JK0456
 JK0456.Superseded values are not recommended for survey control.
 JK0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0456.See file dsdata.txt to determine how the superseded data were derived.
 JK0456
 JK0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC585781(NAD 83)
 JK0456_MARKER: DB = BENCH MARK DISK
 JK0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0456_STAMPING: J 287 1951
 JK0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0456+STABILITY: SURFACE MOTION
 JK0456
 JK0456  HISTORY     - Date     Condition        Report By
 JK0456  HISTORY     - 1951     MONUMENTED       CGS
 JK0456  HISTORY     - 1976     GOOD             USGS
 JK0456
 JK0456                          STATION DESCRIPTION
 JK0456
 JK0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0456'8.2 MI SE FROM GUFFEY.
 JK0456'1.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT GUFFEY,
 JK0456'THENCE 6.75 MILES SOUTHEAST ALONG STATE HIGHWAY 9, 275 FEET WEST OF
 JK0456'THE CENTER LINE OF A WIRE GATE, 140 FEET SOUTH OF A JOG IN THE
 JK0456'HIGHWAY, 63 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 JK0456'3 FEET NORTHWEST OF A WITNESS POST, 5 FEET ABOVE THE LEVEL OF THE
 JK0456'HIGHWAY, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 JK0456'0.4 FOOT ABOVE THE GROUND.
 JK0456
 JK0456                          STATION RECOVERY (1976)
 JK0456
 JK0456'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JK0456'GUFFEY, 1.4 MILES SOUTH OF ALONG A GRAVELED ROAD, THENCE 6.8 MILES
 JK0456'SOUTHEAST ALONG STATE HIGHWAY 9, 16.45 MILES NORTHWEST OF PARKDALE,
 JK0456'900 FEET NORTHWEST OF THE SOUTHEAST CORNER OF SECTION 18 T-16S R-72W,
 JK0456'800 FEET WEST OF THE HIGHWAY, AT DEEP DRAIN FROM THE NORTHWEST 140
 JK0456'FEET SOUTH OF A BEND IN THE OLD HIGHWAY, 63 FEET SOUTHWEST AND 5 FEET
 JK0456'HIGHER THAN THE CENTERLINE OF THE OLD HIGHWAY, SET IN THE TOP OF A
 JK0456'CONCRETE POST PROJECTING 0.4 FEET ABOVE THE GROUND, A STANDARD TABLET
 JK0456'STAMPED J-287 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0703 ***********************************************************************
 JK0703  DESIGNATION -  J 288
 JK0703  PID         -  JK0703
 JK0703  STATE/COUNTY-  CO/FREMONT
 JK0703  USGS QUAD   -  BLACK MOUNTAIN (1994)
 JK0703
 JK0703                         *CURRENT SURVEY CONTROL
 JK0703  ___________________________________________________________________
 JK0703* NAD 83(1986)-  38 41 16.     (N)    105 39 01.     (W)     SCALED    
 JK0703* NAVD 88     -      2821.191  (meters)    9255.86   (feet)  ADJUSTED  
 JK0703  ___________________________________________________________________
 JK0703  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 JK0703  DYNAMIC HT  -        2817.564 (meters)    9243.96  (feet)  COMP
 JK0703  MODELED GRAV-     979,239.3   (mgal)                       NAVD 88
 JK0703
 JK0703  VERT ORDER  -  SECOND    CLASS 0
 JK0703
 JK0703.The horizontal coordinates were scaled from a topographic map and have
 JK0703.an estimated accuracy of +/- 6 seconds.
 JK0703
 JK0703.The orthometric height was determined by differential leveling
 JK0703.and adjusted by the National Geodetic Survey in June 1991..
 JK0703
 JK0703.The geoid height was determined by GEOID03.
 JK0703
 JK0703.The dynamic height is computed by dividing the NAVD 88
 JK0703.geopotential number by the normal gravity value computed on the
 JK0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0703.degrees latitude (g = 980.6199 gals.).
 JK0703
 JK0703.The modeled gravity was interpolated from observed gravity values.
 JK0703
 JK0703;                    North         East    Units  Estimated Accuracy
 JK0703;SPC CO C     -   399,660.      901,330.      MT  (+/- 180 meters Scaled)
 JK0703
 JK0703                          SUPERSEDED SURVEY CONTROL
 JK0703
 JK0703  NGVD 29 (??/??/92) 2819.654  (m)         9250.81   (f) ADJ UNCH    2 0
 JK0703
 JK0703.Superseded values are not recommended for survey control.
 JK0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0703.See file dsdata.txt to determine how the superseded data were derived.
 JK0703
 JK0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC434823(NAD 83)
 JK0703_MARKER: DB = BENCH MARK DISK
 JK0703_SETTING: 80 = SET IN A BOULDER
 JK0703_SP_SET: BOULDER
 JK0703_STAMPING: J 288 1951
 JK0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0703+STABILITY: SURFACE MOTION
 JK0703
 JK0703  HISTORY     - Date     Condition        Report By
 JK0703  HISTORY     - 1951     MONUMENTED       CGS
 JK0703
 JK0703                          STATION DESCRIPTION
 JK0703
 JK0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0703'12.1 MI SW FROM GUFFEY.
 JK0703'1.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 JK0703'GUFFEY, THENCE 1.6 MILES NORTHWEST ALONG STATE HIGHWAY 9, THENCE 9.1
 JK0703'MILES SOUTHWEST ALONG A GRAVELED ROAD, 0.5 MILE NORTHEAST OF A SMALL
 JK0703'DITCH, 140 FEET EAST OF THE EAST EDGE OF A SMALL DITCH, 36 FEET
 JK0703'EAST OF THE CENTER LINE OF THE ROAD, ON TOP OF A NORTH AND SOUTH
 JK0703'RIDGE, 5  FEET ABOVE THE LEVEL OF THE ROAD, 1 FOOT ABOVE THE GROUND,
 JK0703'SET IN THE TOP OF A 4X4 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0393 ***********************************************************************
 JK0393  DESIGNATION -  J 290
 JK0393  PID         -  JK0393
 JK0393  STATE/COUNTY-  CO/PARK
 JK0393  USGS QUAD   -  WRIGHTS RESERVOIR (1994)
 JK0393
 JK0393                         *CURRENT SURVEY CONTROL
 JK0393  ___________________________________________________________________
 JK0393* NAD 83(1986)-  38 46 17.     (N)    105 21 46.     (W)     SCALED    
 JK0393* NAVD 88     -      2521.499  (meters)    8272.62   (feet)  ADJUSTED  
 JK0393  ___________________________________________________________________
 JK0393  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 JK0393  DYNAMIC HT  -        2518.459 (meters)    8262.64  (feet)  COMP
 JK0393  MODELED GRAV-     979,330.8   (mgal)                       NAVD 88
 JK0393
 JK0393  VERT ORDER  -  SECOND    CLASS 0
 JK0393
 JK0393.The horizontal coordinates were scaled from a topographic map and have
 JK0393.an estimated accuracy of +/- 6 seconds.
 JK0393
 JK0393.The orthometric height was determined by differential leveling
 JK0393.and adjusted by the National Geodetic Survey in June 1991..
 JK0393
 JK0393.The geoid height was determined by GEOID03.
 JK0393
 JK0393.The dynamic height is computed by dividing the NAVD 88
 JK0393.geopotential number by the normal gravity value computed on the
 JK0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0393.degrees latitude (g = 980.6199 gals.).
 JK0393
 JK0393.The modeled gravity was interpolated from observed gravity values.
 JK0393
 JK0393;                    North         East    Units  Estimated Accuracy
 JK0393;SPC CO C     -   408,940.      926,330.      MT  (+/- 180 meters Scaled)
 JK0393
 JK0393                          SUPERSEDED SURVEY CONTROL
 JK0393
 JK0393  NGVD 29 (??/??/92) 2520.166  (m)         8268.24   (f) ADJ UNCH    2 0
 JK0393
 JK0393.Superseded values are not recommended for survey control.
 JK0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0393.See file dsdata.txt to determine how the superseded data were derived.
 JK0393
 JK0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC684914(NAD 83)
 JK0393_MARKER: DB = BENCH MARK DISK
 JK0393_SETTING: 66 = SET IN ROCK OUTCROP
 JK0393_SP_SET: GRANITE OUTCROP
 JK0393_STAMPING: J 290 1951
 JK0393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0393+STABILITY: POSITION/ELEVATION WELL
 JK0393
 JK0393  HISTORY     - Date     Condition        Report By
 JK0393  HISTORY     - 1951     MONUMENTED       CGS
 JK0393  HISTORY     - 1976     GOOD             USGS
 JK0393
 JK0393                          STATION DESCRIPTION
 JK0393
 JK0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0393'10.6 MI NE FROM GUFFEY.
 JK0393'10.6 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 JK0393'GUFFEY, 325 FEET EAST OF THE NORTHEAST CORNER OF A SCHOOLHOUSE, 58
 JK0393'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL WOODEN BRIDGE,
 JK0393'55 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 40 FEET EAST OF A
 JK0393'FENCE CORNER, 37 FEET SOUTHEAST OF A TELEPHONE POLE, 8 FEET SOUTH
 JK0393'OF A FENCE, 11 FEET ABOVE THE LEVEL OF THE ROAD, 6 FEET ABOVE THE
 JK0393'GROUND, SET IN THE TOP OF THE CENTER OF AN 8X30 FOOT GRANITE OUTCROP.
 JK0393
 JK0393                          STATION RECOVERY (1976)
 JK0393
 JK0393'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JK0393'GUFFEY, 10.6 MILES NORTHEAST OF ALONG A GRAVELED RD., 800 FT WEST OF
 JK0393'A T-RD. NE., 240 FT EAST OF AN ABANDONED SCHOOLHOUSE, 136 FT SW. OF
 JK0393'AND 7 FT HIGHER THAN C/L RD., 8 FT SW. OF A 5 INCH PINE, SET IN THE
 JK0393'TOP OF A ROCK OUTCROP. A STANDARD TABLET STAMPED J 290 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0422 ***********************************************************************
 JK0422  DESIGNATION -  J 291
 JK0422  PID         -  JK0422
 JK0422  STATE/COUNTY-  CO/TELLER
 JK0422  USGS QUAD   -  BIG BULL MOUNTAIN (1994)
 JK0422
 JK0422                         *CURRENT SURVEY CONTROL
 JK0422  ___________________________________________________________________
 JK0422* NAD 83(1986)-  38 44 32.     (N)    105 05 27.     (W)     SCALED    
 JK0422* NAVD 88     -      2957.927  (meters)    9704.47   (feet)  ADJUSTED  
 JK0422  ___________________________________________________________________
 JK0422  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 JK0422  DYNAMIC HT  -        2954.196 (meters)    9692.22  (feet)  COMP
 JK0422  MODELED GRAV-     979,257.7   (mgal)                       NAVD 88
 JK0422
 JK0422  VERT ORDER  -  SECOND    CLASS 0
 JK0422
 JK0422.The horizontal coordinates were scaled from a topographic map and have
 JK0422.an estimated accuracy of +/- 6 seconds.
 JK0422
 JK0422.The orthometric height was determined by differential leveling
 JK0422.and adjusted by the National Geodetic Survey in June 1991..
 JK0422
 JK0422.The geoid height was determined by GEOID03.
 JK0422
 JK0422.The dynamic height is computed by dividing the NAVD 88
 JK0422.geopotential number by the normal gravity value computed on the
 JK0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0422.degrees latitude (g = 980.6199 gals.).
 JK0422
 JK0422.The modeled gravity was interpolated from observed gravity values.
 JK0422
 JK0422;                    North         East    Units  Estimated Accuracy
 JK0422;SPC CO C     -   405,770.      949,970.      MT  (+/- 180 meters Scaled)
 JK0422
 JK0422                          SUPERSEDED SURVEY CONTROL
 JK0422
 JK0422  NGVD 29 (??/??/92) 2956.536  (m)         9699.90   (f) ADJ UNCH    2 0
 JK0422
 JK0422.Superseded values are not recommended for survey control.
 JK0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0422.See file dsdata.txt to determine how the superseded data were derived.
 JK0422
 JK0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC921881(NAD 83)
 JK0422_MARKER: DB = BENCH MARK DISK
 JK0422_SETTING: 80 = SET IN A BOULDER
 JK0422_SP_SET: BOULDER
 JK0422_STAMPING: J 291 1951
 JK0422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0422+STABILITY: SURFACE MOTION
 JK0422
 JK0422  HISTORY     - Date     Condition        Report By
 JK0422  HISTORY     - 1951     MONUMENTED       CGS
 JK0422  HISTORY     - 1954     GOOD             NGS
 JK0422
 JK0422                          STATION DESCRIPTION
 JK0422
 JK0422'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0422'7.2 MI E FROM CRIPPLE CREEK.
 JK0422'1.9 MILES NORTH ALONG STATE HIGHWAY 67 FROM THE COURTHOUSE
 JK0422'AT CRIPPLE CREEK, THENCE 5.3 MILES EAST ALONG STATE HIGHWAY
 JK0422'336, 35 FEET NORTHWEST OF THE EAST END OF A FENCE, 25 FEET
 JK0422'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 5 FEET SOUTHEAST
 JK0422'OF A FENCE, 6 FEET ABOVE THE LEVEL OF THE HIGHWAY, 2 FEET ABOVE
 JK0422'THE GROUND, SET IN THE TOP OF A 3X4 FOOT GRANITE BOULDER.
 JK0422
 JK0422                          STATION RECOVERY (1954)
 JK0422
 JK0422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JK0422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0252 ***********************************************************************
 JK0252  DESIGNATION -  J 292
 JK0252  PID         -  JK0252
 JK0252  STATE/COUNTY-  CO/EL PASO
 JK0252  USGS QUAD   -  MANITOU SPRINGS (1994)
 JK0252
 JK0252                         *CURRENT SURVEY CONTROL
 JK0252  ___________________________________________________________________
 JK0252* NAD 83(1986)-  38 45 02.     (N)    104 54 52.     (W)     SCALED    
 JK0252* NAVD 88     -      2567.236  (meters)    8422.67   (feet)  ADJUSTED  
 JK0252  ___________________________________________________________________
 JK0252  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 JK0252  DYNAMIC HT  -        2564.050 (meters)    8412.22  (feet)  COMP
 JK0252  MODELED GRAV-     979,294.2   (mgal)                       NAVD 88
 JK0252
 JK0252  VERT ORDER  -  SECOND    CLASS 0
 JK0252
 JK0252.The horizontal coordinates were scaled from a topographic map and have
 JK0252.an estimated accuracy of +/- 6 seconds.
 JK0252
 JK0252.The orthometric height was determined by differential leveling
 JK0252.and adjusted by the National Geodetic Survey in June 1991..
 JK0252
 JK0252.The geoid height was determined by GEOID03.
 JK0252
 JK0252.The dynamic height is computed by dividing the NAVD 88
 JK0252.geopotential number by the normal gravity value computed on the
 JK0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0252.degrees latitude (g = 980.6199 gals.).
 JK0252
 JK0252.The modeled gravity was interpolated from observed gravity values.
 JK0252
 JK0252;                    North         East    Units  Estimated Accuracy
 JK0252;SPC CO C     -   406,780.      965,300.      MT  (+/- 180 meters Scaled)
 JK0252
 JK0252                          SUPERSEDED SURVEY CONTROL
 JK0252
 JK0252  NGVD 29 (??/??/92) 2565.864  (m)         8418.17   (f) ADJ UNCH    2 0
 JK0252
 JK0252.Superseded values are not recommended for survey control.
 JK0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0252.See file dsdata.txt to determine how the superseded data were derived.
 JK0252
 JK0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC074891(NAD 83)
 JK0252_MARKER: DB = BENCH MARK DISK
 JK0252_SETTING: 80 = SET IN A BOULDER
 JK0252_STAMPING: J 292 1951
 JK0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0252+STABILITY: SURFACE MOTION
 JK0252
 JK0252  HISTORY     - Date     Condition        Report By
 JK0252  HISTORY     - 1951     MONUMENTED       CGS
 JK0252  HISTORY     - 1954     GOOD             NGS
 JK0252
 JK0252                          STATION DESCRIPTION
 JK0252
 JK0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0252'14.6 MI SW FROM COLORADO SPRINGS.
 JK0252'2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE AT
 JK0252'COLORADO SPRINGS, THENCE 1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 336,
 JK0252'THENCE 5.35 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 5.0 MILES
 JK0252'SOUTHWEST ALONG STATE HIGHWAY 336, 0.15 MILE NORTH OF A GRAVELED ROAD
 JK0252'LEADING NORTHEAST, 28 FEET SOUTHEAST OF THE CENTER LINE OF THE
 JK0252'HIGHWAY, 5 FEET ABOVE THE LEVEL OF THE HIGHWAY, 3 FEET ABOVE THE
 JK0252'GROUND, SET IN THE TOP OF A 3X5 FOOT GRANITE BOULDER.
 JK0252
 JK0252                          STATION RECOVERY (1954)
 JK0252
 JK0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JK0252'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0749 ***********************************************************************
 KK0749  DESIGNATION -  J 293
 KK0749  PID         -  KK0749
 KK0749  STATE/COUNTY-  CO/DOUGLAS
 KK0749  USGS QUAD   -  DAKAN MOUNTAIN (1994)
 KK0749
 KK0749                         *CURRENT SURVEY CONTROL
 KK0749  ___________________________________________________________________
 KK0749* NAD 83(1992)-  39 07 51.62214(N)    105 06 25.24430(W)     ADJUSTED  
 KK0749* NAVD 88     -      2323.511  (meters)    7623.05   (feet)  ADJUSTED  
 KK0749  ___________________________________________________________________
 KK0749  X           -  -1,291,633.601 (meters)                     COMP
 KK0749  Y           -  -4,784,678.581 (meters)                     COMP
 KK0749  Z           -   4,005,066.349 (meters)                     COMP
 KK0749  LAPLACE CORR-          -7.09  (seconds)                    DEFLEC99
 KK0749  ELLIP HEIGHT-        2308.82  (meters)          (12/03/02) GPS OBS
 KK0749  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 KK0749  DYNAMIC HT  -        2320.907 (meters)    7614.51  (feet)  COMP
 KK0749  MODELED GRAV-     979,422.2   (mgal)                       NAVD 88
 KK0749
 KK0749  HORZ ORDER  -  FIRST
 KK0749  VERT ORDER  -  SECOND    CLASS 0
 KK0749  ELLP ORDER  -  FOURTH    CLASS II
 KK0749
 KK0749.The horizontal coordinates were established by GPS observations
 KK0749.and adjusted by the National Geodetic Survey in December 1994..
 KK0749
 KK0749.The orthometric height was determined by differential leveling
 KK0749.and adjusted by the National Geodetic Survey in June 1991..
 KK0749.WARNING-GPS observations at this control monument resulted in a GPS
 KK0749.derived orthometric height which differed from the leveled height by
 KK0749.more than one decimeter (0.1 meter).
 KK0749
 KK0749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK0749
 KK0749.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK0749
 KK0749.The ellipsoidal height was determined by GPS observations
 KK0749.and is referenced to NAD 83.
 KK0749
 KK0749.The geoid height was determined by GEOID03.
 KK0749
 KK0749.The dynamic height is computed by dividing the NAVD 88
 KK0749.geopotential number by the normal gravity value computed on the
 KK0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0749.degrees latitude (g = 980.6199 gals.).
 KK0749
 KK0749.The modeled gravity was interpolated from observed gravity values.
 KK0749
 KK0749;                    North         East     Units Scale Factor Converg.
 KK0749;SPC CO C     -   448,925.243   948,379.794   MT  0.99993605   +0 14 52.3
 KK0749;SPC CO C     - 1,472,848.90  3,111,476.04   sFT  0.99993605   +0 14 52.3
 KK0749;UTM  13      - 4,331,320.091   490,750.728   MT  0.99960105   -0 04 03.1
 KK0749
 KK0749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK0749!SPC CO C     -   0.99963789  x   0.99993605  =   0.99957396
 KK0749!UTM  13      -   0.99963789  x   0.99960105  =   0.99923909
 KK0749
 KK0749                          SUPERSEDED SURVEY CONTROL
 KK0749
 KK0749  ELLIP H (12/14/94) 2308.85   (m)                       GP(       ) 3 1
 KK0749  NAVD 88 (10/31/97) 2323.51   (m)         7623.0    (f) LEVELING    3  
 KK0749  NGVD 29 (??/??/92) 2322.321  (m)         7619.15   (f) ADJ UNCH    2 0
 KK0749
 KK0749.Superseded values are not recommended for survey control.
 KK0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0749.See file dsdata.txt to determine how the superseded data were derived.
 KK0749
 KK0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9075131320(NAD 83)
 KK0749_MARKER: DB = BENCH MARK DISK
 KK0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0749_STAMPING: J 293 1952
 KK0749_MARK LOGO: CGS   
 KK0749_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0749+STABILITY: SURFACE MOTION
 KK0749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0749+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1997
 KK0749
 KK0749  HISTORY     - Date     Condition        Report By
 KK0749  HISTORY     - 1952     MONUMENTED       CGS
 KK0749  HISTORY     - 19940312 GOOD             MSAM
 KK0749  HISTORY     - 19970108 GOOD             CODOT
 KK0749
 KK0749                          STATION DESCRIPTION
 KK0749
 KK0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0749'4.1 MI SE FROM WEST CREEK.
 KK0749'0.3 MILE SOUTHEAST ALONG A WINDING GRAVELED ROAD FROM THE
 KK0749'GRADE SCHOOL AT WEST CREEK, THENCE 3.8 MILES SOUTHEAST
 KK0749'ALONG STATE HIGHWAY 67, 0.1 MILE NORTHWEST OF THE DOUGLAS
 KK0749'AND TELLER COUNTY LINE, 80 FEET NORTHEAST OF A CONCRETE
 KK0749'HIGHWAY MARKER, 43 FEET NORTHEAST OF THE CENTER LINE OF THE
 KK0749'HIGHWAY, 20 FEET SOUTHWEST OF A FENCE, 3 FEET NORTHWEST OF
 KK0749'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 KK0749'PROJECTS 0.8 FOOT ABOVE THE GROUND.
 KK0749
 KK0749                          STATION RECOVERY (1994)
 KK0749
 KK0749'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1994 (KCH)
 KK0749'THE STATION IS LOCATED ABOUT 10.5 MILES (16.9 KM) SOUTHEAST OF
 KK0749'DECKERS, COLORADO ON THE EAST SIDE OF STATE HIGHWAY 67, IN SECTION 34,
 KK0749'TOWNSHIP 10 SOUTH, RANGE 69 WEST OF THE 6TH P.M., OWNERSHIP-- COLORADO
 KK0749'DEPT. OF TRANSPORTATION. TO REACH THE STATION FROM THE BRIDGE IN
 KK0749'DECKERS, GO SOUTHEAST ON STATE HIGHWAY 67 FOR 12.7 MILES (20.4 KM) TO
 KK0749'MILEPOST 87.3 AND THE STATION ON THE EAST. THE STATION IS A BRASS DISK
 KK0749'SET IN A CONCRETE MONUMENT, 42 FEET (12.8 M) EAST OF CENTERLINE, 3.2
 KK0749'FEET (1.0 M) WEST OF THE ROW FENCE, 3.5 FEET (1.1 M) NORTH OF A
 KK0749'DOUGLAS COUNTY FIBERGLASS WITNESS POST.
 KK0749
 KK0749                          STATION RECOVERY (1997)
 KK0749
 KK0749'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 KK0749'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0268 ***********************************************************************
 KK0268  DESIGNATION -  J 294
 KK0268  PID         -  KK0268
 KK0268  STATE/COUNTY-  CO/EL PASO
 KK0268  USGS QUAD   -  PALMER LAKE (1994)
 KK0268
 KK0268                         *CURRENT SURVEY CONTROL
 KK0268  ___________________________________________________________________
 KK0268* NAD 83(1986)-  39 05 12.     (N)    104 53 32.     (W)     SCALED    
 KK0268* NAVD 88     -      2157.853  (meters)    7079.56   (feet)  ADJUSTED  
 KK0268  ___________________________________________________________________
 KK0268  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 KK0268  DYNAMIC HT  -        2155.441 (meters)    7071.64  (feet)  COMP
 KK0268  MODELED GRAV-     979,432.2   (mgal)                       NAVD 88
 KK0268
 KK0268  VERT ORDER  -  SECOND    CLASS 0
 KK0268
 KK0268.The horizontal coordinates were scaled from a topographic map and have
 KK0268.an estimated accuracy of +/- 6 seconds.
 KK0268
 KK0268.The orthometric height was determined by differential leveling
 KK0268.and adjusted by the National Geodetic Survey in June 1991..
 KK0268
 KK0268.The geoid height was determined by GEOID03.
 KK0268
 KK0268.The dynamic height is computed by dividing the NAVD 88
 KK0268.geopotential number by the normal gravity value computed on the
 KK0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0268.degrees latitude (g = 980.6199 gals.).
 KK0268
 KK0268.The modeled gravity was interpolated from observed gravity values.
 KK0268
 KK0268;                    North         East    Units  Estimated Accuracy
 KK0268;SPC CO C     -   444,110.      966,980.      MT  (+/- 180 meters Scaled)
 KK0268
 KK0268                          SUPERSEDED SURVEY CONTROL
 KK0268
 KK0268  NGVD 29 (??/??/92) 2156.648  (m)         7075.60   (f) ADJ UNCH    2 0
 KK0268
 KK0268.Superseded values are not recommended for survey control.
 KK0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0268.See file dsdata.txt to determine how the superseded data were derived.
 KK0268
 KK0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED093264(NAD 83)
 KK0268_MARKER: DB = BENCH MARK DISK
 KK0268_SETTING: 80 = SET IN A BOULDER
 KK0268_STAMPING: J 294 1952
 KK0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0268+STABILITY: SURFACE MOTION
 KK0268
 KK0268  HISTORY     - Date     Condition        Report By
 KK0268  HISTORY     - 1952     MONUMENTED       CGS
 KK0268
 KK0268                          STATION DESCRIPTION
 KK0268
 KK0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0268'1.8 MI W FROM MONUMENT.
 KK0268'0.9 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE GRADE SCHOOL AT
 KK0268'MONUMENT, THENCE 0.85 MILE WEST ALONG A GRAVELED ROAD, 195 FEET
 KK0268'WEST OF A TELEPHONE LINE CROSSING, 45 FEET SOUTHWEST OF THE CENTER
 KK0268'LINE OF THE ROAD, IN A CLUMP OF 10 INCH PINE TREES, SET IN THE TOP
 KK0268'OF THE CENTER OF A 4X4 FOOT BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2119 ***********************************************************************
 KK2119  DESIGNATION -  J 295 RESET
 KK2119  PID         -  KK2119
 KK2119  STATE/COUNTY-  CO/EL PASO
 KK2119  USGS QUAD   -  MONUMENT (1986)
 KK2119
 KK2119                         *CURRENT SURVEY CONTROL
 KK2119  ___________________________________________________________________
 KK2119* NAD 83(1986)-  39 04 16.     (N)    104 46 32.     (W)     SCALED    
 KK2119* NAVD 88     -      2310.14   (meters)    7579.2    (feet)  RESET     
 KK2119  ___________________________________________________________________
 KK2119  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 KK2119
 KK2119  VERT ORDER  -  THIRD
 KK2119
 KK2119.The horizontal coordinates were scaled from a topographic map and have
 KK2119.an estimated accuracy of +/- 6 seconds.
 KK2119
 KK2119.The orthometric height was computed from unverified reset data.
 KK2119.No vertical observational check was made to the station.
 KK2119
 KK2119.The geoid height was determined by GEOID03.
 KK2119
 KK2119;                    North         East    Units  Estimated Accuracy
 KK2119;SPC CO C     -   442,450.      977,090.      MT  (+/- 180 meters Scaled)
 KK2119
 KK2119                          SUPERSEDED SURVEY CONTROL
 KK2119
 KK2119  NGVD 29 (03/28/06) 2308.92   (m)         7575.2    (f) RESET       3  
 KK2119
 KK2119.Superseded values are not recommended for survey control.
 KK2119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2119.See file dsdata.txt to determine how the superseded data were derived.
 KK2119
 KK2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED194246(NAD 83)
 KK2119_MARKER: I = METAL ROD
 KK2119_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK2119_SP_SET: STAINLESS STEEL ROD
 KK2119_STAMPING: J 295 RESET 1984
 KK2119_MARK LOGO: NGS   
 KK2119_PROJECTION: FLUSH
 KK2119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK2119_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK2119+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2003
 KK2119_ROD/PIPE-DEPTH: 6.71 meters
 KK2119
 KK2119  HISTORY     - Date     Condition        Report By
 KK2119  HISTORY     - 1984     MONUMENTED       NGS
 KK2119  HISTORY     - 20031219 GOOD             CLSI
 KK2119
 KK2119                          STATION DESCRIPTION
 KK2119
 KK2119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK2119'8.7 KM (5.40 MI) EAST FROM MONUMENT.
 KK2119'1.6 KM (1.00 MI) SOUTH ALONG U.S. HIGHWAYS 85 AND 87 FROM THEIR
 KK2119'JUNCTION WITH STATE HIGHWAYS 50 IN MONUMENT, THENCE 6.3 KM (3.90 MI)
 KK2119'EAST ALONG A GRAVELED ROAD, THENCE 0.5 KM (0.30 MI) SOUTHEAST ALONG A
 KK2119'RANCH ROAD, THENCE 0.3 KM (0.20 MI) SOUTHEAST ALONG A DIM TRACK ROAD
 KK2119'OR 1.3 KM (0.80 MI) WEST OF THE INTERSECTION OF STATE HIGHWAY 83 AND
 KK2119'HODGEN STREET, 25.9 M (85.0 FT) SOUTH FROM A FENCE CORNER, 25.0 M
 KK2119'(82.0 FT) SOUTH FROM TELEPHONE WARNING BOX NUMBER 2915 AND SECTION
 KK2119'CORNER, 21.0 M (68.9 FT) WEST FROM CENTER OF 3 POWERPOLES ALL GUYED
 KK2119'AT 90 DEGREE TURN IN LINE, 19.2 M (63.0 FT) SOUTH FROM CENTER OF DIRT
 KK2119'ROAD, 15.2 M (49.9 FT) SOUTH FROM OLD BENCH MARK, 11.3 M (37.1 FT)
 KK2119'SOUTHWEST FROM A NATURAL GAS PIPELINE AND TELEPHONE WARNING BOX, 0.3
 KK2119'M (1.0 FT) EAST FROM A NORTH-SOUTH FENCE LINE.   NOTE--ACCESS TO
 KK2119'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KK2119'THE MARK IS 2.0 FT  S FROM  A WITNESS POST
 KK2119
 KK2119                          STATION RECOVERY (2003)
 KK2119
 KK2119'RECOVERY NOTE BY CLARK LAND SURVEYING INCORPORATED 2003 (MSJ)
 KK2119'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0290 ***********************************************************************
 LM0290  DESIGNATION -  J 296
 LM0290  PID         -  LM0290
 LM0290  STATE/COUNTY-  CO/GRAND
 LM0290  USGS QUAD   -  LAKE AGNES (1956)
 LM0290
 LM0290                         *CURRENT SURVEY CONTROL
 LM0290  ___________________________________________________________________
 LM0290* NAD 83(1986)-  40 18 24.     (N)    106 30 29.     (W)     SCALED    
 LM0290* NAVD 88     -      2438.230  (meters)    7999.43   (feet)  ADJUSTED  
 LM0290  ___________________________________________________________________
 LM0290  GEOID HEIGHT-         -12.20  (meters)                     GEOID03
 LM0290  DYNAMIC HT  -        2435.614 (meters)    7990.84  (feet)  COMP
 LM0290  MODELED GRAV-     979,464.2   (mgal)                       NAVD 88
 LM0290
 LM0290  VERT ORDER  -  SECOND    CLASS 0
 LM0290
 LM0290.The horizontal coordinates were scaled from a topographic map and have
 LM0290.an estimated accuracy of +/- 6 seconds.
 LM0290
 LM0290.The orthometric height was determined by differential leveling
 LM0290.and adjusted by the National Geodetic Survey in June 1991..
 LM0290
 LM0290.The geoid height was determined by GEOID03.
 LM0290
 LM0290.The dynamic height is computed by dividing the NAVD 88
 LM0290.geopotential number by the normal gravity value computed on the
 LM0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0290.degrees latitude (g = 980.6199 gals.).
 LM0290
 LM0290.The modeled gravity was interpolated from observed gravity values.
 LM0290
 LM0290;                    North         East    Units  Estimated Accuracy
 LM0290;SPC CO N     -   413,360.      828,710.      MT  (+/- 180 meters Scaled)
 LM0290
 LM0290                          SUPERSEDED SURVEY CONTROL
 LM0290
 LM0290  NGVD 29 (??/??/92) 2436.879  (m)         7994.99   (f) ADJ UNCH    2 0
 LM0290
 LM0290.Superseded values are not recommended for survey control.
 LM0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0290.See file dsdata.txt to determine how the superseded data were derived.
 LM0290
 LM0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE718628(NAD 83)
 LM0290_MARKER: DB = BENCH MARK DISK
 LM0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0290_STAMPING: J 296 1951
 LM0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0290+STABILITY: SURFACE MOTION
 LM0290
 LM0290  HISTORY     - Date     Condition        Report By
 LM0290  HISTORY     - 1951     MONUMENTED       CGS
 LM0290
 LM0290                          STATION DESCRIPTION
 LM0290
 LM0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LM0290'20.1 MI NW FROM KREMMLING.
 LM0290'20.1 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LM0290'KREMMLING, 118 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 38 FEET
 LM0290'SOUTHEAST OF THE CENTER LINE OF A DRIVEWAY LEADING SOUTHWEST TO THE DE
 LM0290'BERARD CATTLE COMPANY, 1.5 FEET NORTHEAST OF A FENCE, SET IN THE TOP
 LM0290'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0207 ***********************************************************************
 LM0207  DESIGNATION -  J 297
 LM0207  PID         -  LM0207
 LM0207  STATE/COUNTY-  CO/GRAND
 LM0207  USGS QUAD   -  JUNCTION BUTTE (1980)
 LM0207
 LM0207                         *CURRENT SURVEY CONTROL
 LM0207  ___________________________________________________________________
 LM0207* NAD 83(1992)-  40 03 20.95389(N)    106 22 14.55912(W)     ADJUSTED  
 LM0207* NAVD 88     -      2256.685  (meters)    7403.81   (feet)  ADJUSTED  
 LM0207  ___________________________________________________________________
 LM0207  X           -  -1,378,375.194 (meters)                     COMP
 LM0207  Y           -  -4,692,171.502 (meters)                     COMP
 LM0207  Z           -   4,084,175.637 (meters)                     COMP
 LM0207  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 LM0207  ELLIP HEIGHT-        2243.91  (meters)          (10/21/02) GPS OBS
 LM0207  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 LM0207  DYNAMIC HT  -        2254.273 (meters)    7395.89  (feet)  COMP
 LM0207  MODELED GRAV-     979,475.9   (mgal)                       NAVD 88
 LM0207
 LM0207  HORZ ORDER  -  FIRST
 LM0207  VERT ORDER  -  SECOND    CLASS 0
 LM0207  ELLP ORDER  -  FIFTH     CLASS I
 LM0207
 LM0207.This mark is at Mc Elroy Airfield Airport (20V)
 LM0207
 LM0207.The horizontal coordinates were established by GPS observations
 LM0207.and adjusted by the National Geodetic Survey in June 2000..
 LM0207
 LM0207.The orthometric height was determined by differential leveling
 LM0207.and adjusted by the National Geodetic Survey in June 1991..
 LM0207
 LM0207.Photographs are available for this station.
 LM0207
 LM0207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LM0207
 LM0207.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0207
 LM0207.The ellipsoidal height was determined by GPS observations
 LM0207.and is referenced to NAD 83.
 LM0207
 LM0207.The geoid height was determined by GEOID03.
 LM0207
 LM0207.The dynamic height is computed by dividing the NAVD 88
 LM0207.geopotential number by the normal gravity value computed on the
 LM0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0207.degrees latitude (g = 980.6199 gals.).
 LM0207
 LM0207.The modeled gravity was interpolated from observed gravity values.
 LM0207
 LM0207;                    North         East     Units Scale Factor Converg.
 LM0207;SPC CO N     -   385,383.021   840,113.021   MT  0.99996260   -0 33 45.3
 LM0207;SPC CO N     - 1,264,377.46  2,756,270.80   sFT  0.99996260   -0 33 45.3
 LM0207;UTM  13      - 4,434,852.821   383,089.921   MT  0.99976826   -0 52 55.9
 LM0207
 LM0207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0207!SPC CO N     -   0.99964811  x   0.99996260  =   0.99961072
 LM0207!UTM  13      -   0.99964811  x   0.99976826  =   0.99941645
 LM0207
 LM0207|---------------------------------------------------------------------|
 LM0207| PID    Reference Object                     Distance      Geod. Az  |
 LM0207|                                                           dddmmss.s |
 LM0207| AI5954 20V C                               177.474 METERS 16158     |
 LM0207|---------------------------------------------------------------------|
 LM0207
 LM0207                          SUPERSEDED SURVEY CONTROL
 LM0207
 LM0207  ELLIP H (06/30/00) 2243.88   (m)                       GP(       ) 1 1
 LM0207  NAD 83(1992)-  40 03 20.95291(N)    106 22 14.55902(W) AD(       ) 3
 LM0207  ELLIP H (01/07/93) 2243.84   (m)                       GP(       ) 4 2
 LM0207  NAD 83(1986)-  40 03 20.94929(N)    106 22 14.55385(W) AD(       ) 3
 LM0207  NAD 27      -  40 03 21.00002(N)    106 22 12.44550(W) AD(       ) 3
 LM0207  NAVD 88 (06/30/00) 2256.68   (m)         7403.8    (f) LEVELING    3  
 LM0207  NGVD 29 (??/??/92) 2255.370  (m)         7399.49   (f) ADJ UNCH    2 0
 LM0207
 LM0207.Superseded values are not recommended for survey control.
 LM0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0207.See file dsdata.txt to determine how the superseded data were derived.
 LM0207
 LM0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE8309034853(NAD 83)
 LM0207_MARKER: DB = BENCH MARK DISK
 LM0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0207_SP_SET: CONCRETE POST
 LM0207_STAMPING: J 297 1951
 LM0207_MARK LOGO: CGS   
 LM0207_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LM0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0207+STABILITY: SURFACE MOTION
 LM0207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LM0207+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1999
 LM0207
 LM0207  HISTORY     - Date     Condition        Report By
 LM0207  HISTORY     - 1951     MONUMENTED       CGS
 LM0207  HISTORY     - 19880609 GOOD             NGS
 LM0207  HISTORY     - 19980303 GOOD             NGS
 LM0207  HISTORY     - 19990518 GOOD             NGS
 LM0207
 LM0207                          STATION DESCRIPTION
 LM0207
 LM0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LM0207'1.3 MI E FROM KREMMLING.
 LM0207'1.2 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LM0207'KREMMLING, THENCE 0.1 MILE SOUTHEAST TO MCELROY AIR FIELD, 147 FEET
 LM0207'EAST OF THE CENTER LINE OF A GRAVELED ROAD, 5 FEET WEST OF THE
 LM0207'NORTHWEST CORNER OF THE HANGAR, SET IN THE TOP OF A CONCRETE POST
 LM0207'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 LM0207
 LM0207                          STATION RECOVERY (1988)
 LM0207
 LM0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LM0207'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) EAST OF KREMMING,
 LM0207'BETWEEN THE COLORADO RIVER AND U.S. HIGHWAY 40, AT THE MC ELROY
 LM0207'AIRFIELD AIRPORT, IN THE WEST CENTRAL SECTION 16.  OWNERSHIP--MC
 LM0207'ELROY AIRFIELD, C/O AIRPORT MANAGER, HOWARD MOODY, GRAND COUNTY
 LM0207'COURTHOUSE, KREMMING, COLORADO 80459.  TELEPHONE 303-725-3347.  FBO
 LM0207'MANAGER, KAREN WHEATELY, TLELPHONE 303-724-9481.
 LM0207'TO REACH THE STATION FROM THE POST OFFICE IN KREMMING, WHICH IS 0.16
 LM0207'KM (0.10 MI) EAST OF THE JUNCTION OF U.S. HIGHWAY 40 AND STATE
 LM0207'HIGHWAY 9, GO EAST ON U.S. HIGHWAY 40 FOR 1.37 KM (0.85 MI) TO THE
 LM0207'AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, SOUTH FOR 0.08 KM
 LM0207'(0.05 MI) TO A GRAVEL ROAD LEFT.  TURN LEFT, EAST, FOR 30.48 M
 LM0207'(100.0 FT) TO A CURVE IN THE ROAD RIGHT.  TURN RIGHT, SOUTH, ON THE
 LM0207'ROAD TO A RED HANGER BUILDING AND THE MARK ON THE RIGHT.
 LM0207'THIS STATION WAS USED AS THE AZIMUTH MARK FOR STATION KREMPORT 1988
 LM0207'AND IS A STANDARD CGS BENCH MARK DISK STAMPED---J 297 1951---, SET IN
 LM0207'THE TOP OF A 30 CM ROUND CONCRETE POST, RECESSED 5 CM BELOW THE
 LM0207'GROUND, SROUNDED BY A STEEL SLEEVE WITH A WATER METER COVER ATTACHED
 LM0207'AND FLUSH WITH THE GROUND.  LOCATED 13.4 M (44.0 FT) EAST-NORHTEAST
 LM0207'OF A 10 CM VENT PIPE PROJECTING 1 M (3.3 FT) ABOVE THE GROUND, 10.5 M
 LM0207'(34.4 FT) NORHTEAST OF THE NORTHEAST CORNER OF A HANGER, 2.1 M
 LM0207'(6.9 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE TARMAC AND ON
 LM0207'LINE WITH THE WEST EDGE OF THE TARMAC, AND 0.4 M (1.3 FT) SOUTH OF A
 LM0207'CARSONITE WITNESS POST.
 LM0207'UT-CO-WY-ID FAA AND VERNAL NCMN, JUNE 1988.
 LM0207'DESCRIBED BY GEORGE R. HEID.
 LM0207
 LM0207                          STATION RECOVERY (1998)
 LM0207
 LM0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 LM0207'RECOVERED AS DESCRIBED.
 LM0207
 LM0207                          STATION RECOVERY (1999)
 LM0207
 LM0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 LM0207'THE STATION IS LOCATED ABOUT 4.3 MI (6.9 KM) WEST-SOUTHWEST OF
 LM0207'TROUBLESOME, 1.0 MI (1.6 KM) EAST OF KREMMLING AND AT THE MCELROY
 LM0207'AIRFIELD IN KREMMLING, IN THE NORTHWEST 1/4 OF SECTION 16, T 1 N, R 80
 LM0207'W, OWNERSHIP--MCELROY FIELD, KREMMLING AIRPORT, P.O.  BOX 264, HOT
 LM0207'SULPHUR SPRING, CO 80451.  COUNTY MANAGER--LURLINE CURRAN,
 LM0207'TELEPHONE--970-725-3347
 LM0207'TO REACH THE STATION FROM THE POST OFFICE IN KREMMLING, GO EAST ON U.
 LM0207'S.  HIGHWAY 40 FOR 0.8 MI (1.3 KM) TO A SIDE ROAD RIGHT, ENTRANCE TO
 LM0207'THE AIRPORT.  TURN RIGHT, SOUTH, FOR 0.05 MI (0.08 KM) TO A GRAVEL
 LM0207'ROAD LEFT.  TURN LEFT, EAST, FOR ABOUT 30 M (98.4 FT) TO A CURVE IN
 LM0207'THE ROAD TO THE RIGHT.  TURN RIGHT, SOUTH, FOR ABOUT 40 M (131.2 FT)
 LM0207'ON THE ROAD TO A HANGAR AND THE STATION ON THE RIGHT, JUST BEFORE THE
 LM0207'HANGAR
 LM0207'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 25 CM CONCRETE
 LM0207'POST RECESSED 5 CM BELOW THE GROUND, SURROUNDED BY A STEEL SLEEVE WITH
 LM0207'A WATER METER COVER ATTACHED AND FLUSH WITH THE GROUND. IT IS 13.4 M
 LM0207'(44.0 FT) EAST-NORTHEAST FROM A 10 CM VENT PIPE PROJECTING 1 M (3.3
 LM0207'FT) ABOVE THE GROUND, 10.5 M (34.4 FT) NORTHEAST FROM THE NORTHEAST
 LM0207'CORNER OF A HANGAR, 2.1 M (6.9 FT) NORTH-NORTHWEST FROM THE NORTHWEST
 LM0207'CORNER OF THE TARMAC AND ON THE WEST EDGE OF THE TARMAC AND 0.4 M (1.3
 LM0207'FT) EAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0042 ***********************************************************************
 KL0042  DESIGNATION -  J 298
 KL0042  PID         -  KL0042
 KL0042  STATE/COUNTY-  CO/SUMMIT
 KL0042  USGS QUAD   -  DILLON (1987)
 KL0042
 KL0042                         *CURRENT SURVEY CONTROL
 KL0042  ___________________________________________________________________
 KL0042* NAD 83(1986)-  39 41 34.     (N)    106 06 18.     (W)     SCALED    
 KL0042* NAVD 88     -      2602.759  (meters)    8539.22   (feet)  ADJUSTED  
 KL0042  ___________________________________________________________________
 KL0042  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 KL0042  DYNAMIC HT  -        2599.612 (meters)    8528.89  (feet)  COMP
 KL0042  MODELED GRAV-     979,323.8   (mgal)                       NAVD 88
 KL0042
 KL0042  VERT ORDER  -  FIRST     CLASS II
 KL0042
 KL0042.The horizontal coordinates were scaled from a topographic map and have
 KL0042.an estimated accuracy of +/- 6 seconds.
 KL0042
 KL0042.The orthometric height was determined by differential leveling
 KL0042.and adjusted by the National Geodetic Survey in November 2003..
 KL0042
 KL0042.The geoid height was determined by GEOID03.
 KL0042
 KL0042.The dynamic height is computed by dividing the NAVD 88
 KL0042.geopotential number by the normal gravity value computed on the
 KL0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0042.degrees latitude (g = 980.6199 gals.).
 KL0042
 KL0042.The modeled gravity was interpolated from observed gravity values.
 KL0042
 KL0042;                    North         East    Units  Estimated Accuracy
 KL0042;SPC CO C     -   511,390.      862,510.      MT  (+/- 180 meters Scaled)
 KL0042
 KL0042                          SUPERSEDED SURVEY CONTROL
 KL0042
 KL0042  NAVD 88 (06/15/91) 2602.712  (m)         8539.06   (f) UNKNOWN     2 0
 KL0042  NGVD 29 (??/??/92) 2601.138  (m)         8533.90   (f) ADJ UNCH    2 0
 KL0042
 KL0042.Superseded values are not recommended for survey control.
 KL0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0042.See file dsdata.txt to determine how the superseded data were derived.
 KL0042
 KL0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD052942(NAD 83)
 KL0042_MARKER: DB = BENCH MARK DISK
 KL0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0042_STAMPING: J 298 1951
 KL0042_MARK LOGO: CGS   
 KL0042_PROJECTION: RECESSED 2 CENTIMETERS
 KL0042_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0042+STABILITY: SURFACE MOTION
 KL0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KL0042+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2001
 KL0042
 KL0042  HISTORY     - Date     Condition        Report By
 KL0042  HISTORY     - 1951     MONUMENTED       CGS
 KL0042  HISTORY     - 1970     GOOD             USGS
 KL0042  HISTORY     - 1984     MARK NOT FOUND   NGS
 KL0042  HISTORY     - 20011018 GOOD             NGS
 KL0042
 KL0042                          STATION DESCRIPTION
 KL0042
 KL0042'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KL0042'5.9 MI N FROM DILLON.
 KL0042'5.9 MI N ALONG STATE HWY 9 FROM JCT. U.S. HWY 6 AND STATE HWY 9 NEAR
 KL0042'DILLON.  183 FT. SE OF A T RD LEADING SW AND 2 FT LOWER.  40 NE OF
 KL0042'CENTER OF HWY.  A DISK SET IN TOP OF CONCRETE POST FLUSH WITH GROUND
 KL0042'STAMPED J 298 1951.
 KL0042
 KL0042                          STATION RECOVERY (1984)
 KL0042
 KL0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KL0042'MARK NOT FOUND.
 KL0042
 KL0042                          STATION RECOVERY (2001)
 KL0042
 KL0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 KL0042'THE STATION IS LOCATED ABOUT4.2 MI WEST OF PTARMIGAN MOUNTAIN, 3.25 MI
 KL0042'NORTH-NORTHWEST OF WHERE WILLOW CREEK JOINS THE BLUE RIVER AND 4.8 MI
 KL0042'NORTH-NORTHWEST OF SILVERTHORNE, IN THE NORTHEAST 1/4 OF SECTION 22,
 KL0042'T4 S, R 78 W, AT
 KL0042'STATE HIGHWAY 9 MILEPOST 106.4. OWNERSHIP--COLORADO DEPT. OF
 KL0042'TRANSPORTATION
 KL0042'RIGHT-OF-WAY.
 KL0042' 
 KL0042'TO REACH THE STATION FROM INTERSTATE 70 EXIT 205, SILVERTHORNE-DILLON
 KL0042'EXIT, GO NORTH
 KL0042'ON STATE HIGHWAY 9 FOR 4.85 MI TO THE STATION ON THE RIGHT NEAR A DIRT
 KL0042'TURNOUT FOR
 KL0042'STATE HIGHWAY 9.
 KL0042' 
 KL0042'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 KL0042'POST RECESSED
 KL0042'2 CM BELOW THE GROUND. IT IS 56.2 M SOUTH FROM THE EXTENDED CENTER OF
 KL0042'A DIRT ROAD TO
 KL0042'THE OLD BUILDINGS OF MARYLAND CREEK RANCH, 11.8 M EAST FROM THE CENTER
 KL0042'LINE OF STATE
 KL0042'HIGHWAY 9, 1.7 M SOUTH-SOUTHWEST FROM THE SOUTHERN MOST GATE POST OF A
 KL0042'NOW
 KL0042'ABANDONED FENCE, 0.7 M WEST FROM THE EASTERN RIGHT-OF-WAY FENCE, 0.54
 KL0042'M
 KL0042'SOUTH-SOUTHEAST FROM A WITNESS POST, 0.4 M NORTH FROM A WITNESS POST
 KL0042'AND ABOUT 1 M
 KL0042'BELOW THE HIGHWAY.
 KL0042' 
 KL0042' 
 KL0042' 
 KL0042'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0013 ***********************************************************************
 KL0013  DESIGNATION -  J 299
 KL0013  PID         -  KL0013
 KL0013  STATE/COUNTY-  CO/SUMMIT
 KL0013  USGS QUAD   -  FRISCO (1987)
 KL0013
 KL0013                         *CURRENT SURVEY CONTROL
 KL0013  ___________________________________________________________________
 KL0013* NAD 83(1986)-  39 31 23.     (N)    106 02 44.     (W)     SCALED    
 KL0013* NAVD 88     -      2835.175  (meters)    9301.74   (feet)  ADJUSTED  
 KL0013  ___________________________________________________________________
 KL0013  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 KL0013  DYNAMIC HT  -        2831.578 (meters)    9289.94  (feet)  COMP
 KL0013  MODELED GRAV-     979,255.6   (mgal)                       NAVD 88
 KL0013
 KL0013  VERT ORDER  -  FIRST     CLASS II
 KL0013
 KL0013.The horizontal coordinates were scaled from a topographic map and have
 KL0013.an estimated accuracy of +/- 6 seconds.
 KL0013
 KL0013.The orthometric height was determined by differential leveling
 KL0013.and adjusted by the National Geodetic Survey in June 1991..
 KL0013
 KL0013.The geoid height was determined by GEOID03.
 KL0013
 KL0013.The dynamic height is computed by dividing the NAVD 88
 KL0013.geopotential number by the normal gravity value computed on the
 KL0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0013.degrees latitude (g = 980.6199 gals.).
 KL0013
 KL0013.The modeled gravity was interpolated from observed gravity values.
 KL0013
 KL0013;                    North         East    Units  Estimated Accuracy
 KL0013;SPC CO C     -   492,520.      867,490.      MT  (+/- 180 meters Scaled)
 KL0013
 KL0013                          SUPERSEDED SURVEY CONTROL
 KL0013
 KL0013  NGVD 29 (??/??/92) 2833.464  (m)         9296.12   (f) ADJ UNCH    1 2
 KL0013
 KL0013.Superseded values are not recommended for survey control.
 KL0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0013.See file dsdata.txt to determine how the superseded data were derived.
 KL0013
 KL0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD101753(NAD 83)
 KL0013_MARKER: DB = BENCH MARK DISK
 KL0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0013_STAMPING: J 299 1951
 KL0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0013+STABILITY: SURFACE MOTION
 KL0013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KL0013+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2005
 KL0013
 KL0013  HISTORY     - Date     Condition        Report By
 KL0013  HISTORY     - 1951     MONUMENTED       CGS
 KL0013  HISTORY     - 1959     GOOD             NGS
 KL0013  HISTORY     - 19971005 GOOD             USPSQD
 KL0013  HISTORY     - 20050926 GOOD             USPSQD
 KL0013
 KL0013                          STATION DESCRIPTION
 KL0013
 KL0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0013'2.9 MI N FROM BRECKENRIDGE.
 KL0013'2.9 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE COUNTY COURTHOUSE AT
 KL0013'BRECKENRIDGE, 114 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 85 FEET
 KL0013'SOUTHEAST OF A TELEPHONE POLE, 1.3 FEET WEST OF A WITNESS POST, SET IN
 KL0013'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 KL0013
 KL0013                          STATION RECOVERY (1959)
 KL0013
 KL0013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KL0013'RECOVERED IN GOOD CONDITION.
 KL0013
 KL0013                          STATION RECOVERY (1997)
 KL0013
 KL0013'RECOVERY NOTE BY US POWER SQUADRON 1997
 KL0013'RECOVERED IN GOOD CONDITION.
 KL0013
 KL0013                          STATION RECOVERY (2005)
 KL0013
 KL0013'RECOVERY NOTE BY US POWER SQUADRON 2005 (EDS)
 KL0013'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0060 ***********************************************************************
 HL0060  DESIGNATION -  J 30
 HL0060  PID         -  HL0060
 HL0060  STATE/COUNTY-  CO/CONEJOS
 HL0060  USGS QUAD   -  ANTONITO (1967)
 HL0060
 HL0060                         *CURRENT SURVEY CONTROL
 HL0060  ___________________________________________________________________
 HL0060* NAD 83(1986)-  37 00 05.     (N)    106 05 49.     (W)     SCALED    
 HL0060* NAVD 88     -      2523.602  (meters)    8279.52   (feet)  POSTED    
 HL0060  ___________________________________________________________________
 HL0060  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 HL0060  DYNAMIC HT  -        2520.100 (meters)    8268.03  (feet)  COMP
 HL0060  MODELED GRAV-     979,151.9   (mgal)                       NAVD 88
 HL0060
 HL0060  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HL0060
 HL0060.The horizontal coordinates were scaled from a topographic map and have
 HL0060.an estimated accuracy of +/- 6 seconds.
 HL0060
 HL0060.The orthometric height was determined by differential leveling
 HL0060.and adjusted by the National Geodetic Survey in 1992..
 HL0060.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HL0060.rate of 1.1 thru 2.0 mm/km.
 HL0060
 HL0060.The geoid height was determined by GEOID03.
 HL0060
 HL0060.The dynamic height is computed by dividing the NAVD 88
 HL0060.geopotential number by the normal gravity value computed on the
 HL0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0060.degrees latitude (g = 980.6199 gals.).
 HL0060
 HL0060.The modeled gravity was interpolated from observed gravity values.
 HL0060
 HL0060;                    North         East    Units  Estimated Accuracy
 HL0060;SPC CO S     -   342,120.      861,270.      MT  (+/- 180 meters Scaled)
 HL0060
 HL0060                          SUPERSEDED SURVEY CONTROL
 HL0060
 HL0060  NGVD 29 (??/??/92) 2522.225  (m)         8275.00   (f) ADJ UNCH    1 2
 HL0060
 HL0060.Superseded values are not recommended for survey control.
 HL0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0060.See file dsdata.txt to determine how the superseded data were derived.
 HL0060
 HL0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA023955(NAD 83)
 HL0060_MARKER: DB = BENCH MARK DISK
 HL0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0060_STAMPING: J 30 1934
 HL0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0060+STABILITY: SURFACE MOTION
 HL0060
 HL0060  HISTORY     - Date     Condition        Report By
 HL0060  HISTORY     - 1934     MONUMENTED       CGS
 HL0060
 HL0060                          STATION DESCRIPTION
 HL0060
 HL0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0060'7.8 MI SW FROM ANTONITO.
 HL0060'7.8 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 HL0060'FROM ANTONITO, CONEJOS COUNTY, 52 FEET SOUTHEAST OF MILEPOST 288, AND
 HL0060'32 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK,
 HL0060'STAMPED J 30 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1113 ***********************************************************************
 KK1113  DESIGNATION -  J 300
 KK1113  PID         -  KK1113
 KK1113  STATE/COUNTY-  CO/SUMMIT
 KK1113  USGS QUAD   -  GRAYS PEAK (1987)
 KK1113
 KK1113                         *CURRENT SURVEY CONTROL
 KK1113  ___________________________________________________________________
 KK1113* NAD 83(1986)-  39 39 29.     (N)    105 52 25.     (W)     SCALED    
 KK1113* NAVD 88     -      3500.100  (meters)   11483.24   (feet)  ADJUSTED  
 KK1113  ___________________________________________________________________
 KK1113  GEOID HEIGHT-         -12.35  (meters)                     GEOID03
 KK1113  DYNAMIC HT  -        3495.329 (meters)   11467.59  (feet)  COMP
 KK1113  MODELED GRAV-     979,134.7   (mgal)                       NAVD 88
 KK1113
 KK1113  VERT ORDER  -  SECOND    CLASS 0
 KK1113
 KK1113.The horizontal coordinates were scaled from a topographic map and have
 KK1113.an estimated accuracy of +/- 6 seconds.
 KK1113
 KK1113.The orthometric height was determined by differential leveling
 KK1113.and adjusted by the National Geodetic Survey in June 1991..
 KK1113
 KK1113.The geoid height was determined by GEOID03.
 KK1113
 KK1113.The dynamic height is computed by dividing the NAVD 88
 KK1113.geopotential number by the normal gravity value computed on the
 KK1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1113.degrees latitude (g = 980.6199 gals.).
 KK1113
 KK1113.The modeled gravity was interpolated from observed gravity values.
 KK1113
 KK1113;                    North         East    Units  Estimated Accuracy
 KK1113;SPC CO C     -   507,430.      882,340.      MT  (+/- 180 meters Scaled)
 KK1113
 KK1113                          SUPERSEDED SURVEY CONTROL
 KK1113
 KK1113  NGVD 29 (??/??/92) 3498.156  (m)        11476.87   (f) ADJ UNCH    2 0
 KK1113
 KK1113.Superseded values are not recommended for survey control.
 KK1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1113.See file dsdata.txt to determine how the superseded data were derived.
 KK1113
 KK1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD250901(NAD 83)
 KK1113_MARKER: DB = BENCH MARK DISK
 KK1113_SETTING: 66 = SET IN ROCK OUTCROP
 KK1113_SP_SET: OUTCROP
 KK1113_STAMPING: J 300 1951
 KK1113_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1113+STABILITY: POSITION/ELEVATION WELL
 KK1113
 KK1113  HISTORY     - Date     Condition        Report By
 KK1113  HISTORY     - 1951     MONUMENTED       CGS
 KK1113
 KK1113                          STATION DESCRIPTION
 KK1113
 KK1113'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK1113'13.4 MI E FROM DILLON.
 KK1113'13.45 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE PUBLIC SCHOOL
 KK1113'AT DILLON, ON THE SOUTHWEST SIDE OF A GREEN VALLEY, 149 FEET
 KK1113'SOUTHEAST OF A MOUNTAIN STREAM, 101 FEET NORTH OF A TELEPHONE
 KK1113'POLE, 26 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 5 FEET
 KK1113'ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1053 ***********************************************************************
 KK1053  DESIGNATION -  J 301
 KK1053  PID         -  KK1053
 KK1053  STATE/COUNTY-  CO/CLEAR CREEK
 KK1053  USGS QUAD   -  GEORGETOWN (1974)
 KK1053
 KK1053                         *CURRENT SURVEY CONTROL
 KK1053  ___________________________________________________________________
 KK1053* NAD 83(1986)-  39 42 53.     (N)    105 41 43.     (W)     SCALED    
 KK1053* NAVD 88     -      2582.482  (meters)    8472.69   (feet)  ADJUSTED  
 KK1053  ___________________________________________________________________
 KK1053  GEOID HEIGHT-         -12.38  (meters)                     GEOID03
 KK1053  DYNAMIC HT  -        2579.414 (meters)    8462.63  (feet)  COMP
 KK1053  MODELED GRAV-     979,345.6   (mgal)                       NAVD 88
 KK1053
 KK1053  VERT ORDER  -  FIRST     CLASS II
 KK1053
 KK1053.The horizontal coordinates were scaled from a topographic map and have
 KK1053.an estimated accuracy of +/- 6 seconds.
 KK1053
 KK1053.The orthometric height was determined by differential leveling
 KK1053.and adjusted by the National Geodetic Survey in June 1991..
 KK1053
 KK1053.The geoid height was determined by GEOID03.
 KK1053
 KK1053.The dynamic height is computed by dividing the NAVD 88
 KK1053.geopotential number by the normal gravity value computed on the
 KK1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1053.degrees latitude (g = 980.6199 gals.).
 KK1053
 KK1053.The modeled gravity was interpolated from observed gravity values.
 KK1053
 KK1053;                    North         East    Units  Estimated Accuracy
 KK1053;SPC CO C     -   513,670.      897,660.      MT  (+/- 180 meters Scaled)
 KK1053
 KK1053                          SUPERSEDED SURVEY CONTROL
 KK1053
 KK1053  NGVD 29 (??/??/92) 2580.966  (m)         8467.72   (f) ADJ UNCH    1 2
 KK1053
 KK1053.Superseded values are not recommended for survey control.
 KK1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1053.See file dsdata.txt to determine how the superseded data were derived.
 KK1053
 KK1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD404963(NAD 83)
 KK1053_MARKER: DB = BENCH MARK DISK
 KK1053_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK1053_SP_SET: CULVERT
 KK1053_STAMPING: J 301 1951
 KK1053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1053
 KK1053  HISTORY     - Date     Condition        Report By
 KK1053  HISTORY     - 1951     MONUMENTED       CGS
 KK1053  HISTORY     - 1954     GOOD             NGS
 KK1053
 KK1053                          STATION DESCRIPTION
 KK1053
 KK1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1053'0.6 MI N FROM GEORGETOWN.
 KK1053'0.35 MILE NORTH ALONG ROSE STREET FROM THE POST OFFICE AT
 KK1053'GEORGETOWN, THENCE 0.25 MILE NORTH ALONG U.S. HIGHWAY 6, 150 FEET
 KK1053'SOUTH OF THE CENTER OF A JUNCTION WITH A GRAVELED ROAD LEADING
 KK1053'WEST, 47.5 FEET SOUTHEAST OF A TELEPHONE POLE, 29.3 FEET WEST OF
 KK1053'THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTH END
 KK1053'OF THE WEST HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0118 ***********************************************************************
 KL0118  DESIGNATION -  J 302
 KL0118  PID         -  KL0118
 KL0118  STATE/COUNTY-  CO/PARK
 KL0118  USGS QUAD   -  ALMA (1970)
 KL0118
 KL0118                         *CURRENT SURVEY CONTROL
 KL0118  ___________________________________________________________________
 KL0118* NAD 83(1986)-  39 15 40.     (N)    106 02 30.     (W)     SCALED    
 KL0118* NAVD 88     -      3117.189  (meters)   10226.98   (feet)  ADJUSTED  
 KL0118  ___________________________________________________________________
 KL0118  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 KL0118  DYNAMIC HT  -        3113.030 (meters)   10213.33  (feet)  COMP
 KL0118  MODELED GRAV-     979,179.6   (mgal)                       NAVD 88
 KL0118
 KL0118  VERT ORDER  -  FIRST     CLASS II
 KL0118
 KL0118.The horizontal coordinates were scaled from a topographic map and have
 KL0118.an estimated accuracy of +/- 6 seconds.
 KL0118
 KL0118.The orthometric height was determined by differential leveling
 KL0118.and adjusted by the National Geodetic Survey in June 1991..
 KL0118
 KL0118.The geoid height was determined by GEOID03.
 KL0118
 KL0118.The dynamic height is computed by dividing the NAVD 88
 KL0118.geopotential number by the normal gravity value computed on the
 KL0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0118.degrees latitude (g = 980.6199 gals.).
 KL0118
 KL0118.The modeled gravity was interpolated from observed gravity values.
 KL0118
 KL0118;                    North         East    Units  Estimated Accuracy
 KL0118;SPC CO C     -   463,430.      867,660.      MT  (+/- 180 meters Scaled)
 KL0118
 KL0118                          SUPERSEDED SURVEY CONTROL
 KL0118
 KL0118  NGVD 29 (??/??/92) 3115.387  (m)        10221.07   (f) ADJ UNCH    1 2
 KL0118
 KL0118.Superseded values are not recommended for survey control.
 KL0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0118.See file dsdata.txt to determine how the superseded data were derived.
 KL0118
 KL0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD101462(NAD 83)
 KL0118_MARKER: DB = BENCH MARK DISK
 KL0118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KL0118_SP_SET: CULVERT
 KL0118_STAMPING: J 302 1951
 KL0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0118
 KL0118  HISTORY     - Date     Condition        Report By
 KL0118  HISTORY     - 1951     MONUMENTED       CGS
 KL0118  HISTORY     - 1959     GOOD             NGS
 KL0118
 KL0118                          STATION DESCRIPTION
 KL0118
 KL0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0118'2.0 MI SE FROM ALMA.
 KL0118'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 KL0118'ALMA, 214 FEET SOUTHEAST OF THE CENTER OF A GRAVELED ROAD CROSSING, 61
 KL0118'FEET NORTHWEST OF A FOREST SERVICE SIGN, 30 FEET NORTHEAST OF THE
 KL0118'CENTER LINE OF THE HIGHWAY, 4 FEET BELOW THE LEVEL OF THE HIGHWAY, SET
 KL0118'IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEADWALL OF A 5X15
 KL0118'FOOT CONCRETE CULVERT.
 KL0118
 KL0118                          STATION RECOVERY (1959)
 KL0118
 KL0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KL0118'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0860 ***********************************************************************
 KK0860  DESIGNATION -  J 303
 KK0860  PID         -  KK0860
 KK0860  STATE/COUNTY-  CO/PARK
 KK0860  USGS QUAD   -  MILLIGAN LAKES (1957)
 KK0860
 KK0860                         *CURRENT SURVEY CONTROL
 KK0860  ___________________________________________________________________
 KK0860* NAD 83(1986)-  39 21 17.     (N)    105 49 26.     (W)     SCALED    
 KK0860* NAVD 88     -      2885.664  (meters)    9467.38   (feet)  ADJUSTED  
 KK0860  ___________________________________________________________________
 KK0860  GEOID HEIGHT-         -13.01  (meters)                     GEOID03
 KK0860  DYNAMIC HT  -        2881.967 (meters)    9455.25  (feet)  COMP
 KK0860  MODELED GRAV-     979,241.3   (mgal)                       NAVD 88
 KK0860
 KK0860  VERT ORDER  -  FIRST     CLASS II
 KK0860
 KK0860.The horizontal coordinates were scaled from a topographic map and have
 KK0860.an estimated accuracy of +/- 6 seconds.
 KK0860
 KK0860.The orthometric height was determined by differential leveling
 KK0860.and adjusted by the National Geodetic Survey in June 1991..
 KK0860
 KK0860.The geoid height was determined by GEOID03.
 KK0860
 KK0860.The dynamic height is computed by dividing the NAVD 88
 KK0860.geopotential number by the normal gravity value computed on the
 KK0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0860.degrees latitude (g = 980.6199 gals.).
 KK0860
 KK0860.The modeled gravity was interpolated from observed gravity values.
 KK0860
 KK0860;                    North         East    Units  Estimated Accuracy
 KK0860;SPC CO C     -   473,740.      886,490.      MT  (+/- 180 meters Scaled)
 KK0860
 KK0860                          SUPERSEDED SURVEY CONTROL
 KK0860
 KK0860  NGVD 29 (??/??/92) 2883.995  (m)         9461.91   (f) ADJ UNCH    1 2
 KK0860
 KK0860.Superseded values are not recommended for survey control.
 KK0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0860.See file dsdata.txt to determine how the superseded data were derived.
 KK0860
 KK0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD290564(NAD 83)
 KK0860_MARKER: DB = BENCH MARK DISK
 KK0860_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0860_SP_SET: CULVERT
 KK0860_STAMPING: J 303 1951
 KK0860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0860
 KK0860  HISTORY     - Date     Condition        Report By
 KK0860  HISTORY     - 1951     MONUMENTED       CGS
 KK0860  HISTORY     - 1961     MARK NOT FOUND   NGS
 KK0860
 KK0860                          STATION DESCRIPTION
 KK0860
 KK0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0860'2.1 MI SW FROM JEFFERSON.
 KK0860'2.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE
 KK0860'AT JEFFERSON, 355 FEET SOUTHWEST OF THE CENTER LINE OF A COUNTY
 KK0860'ROAD LEADING WEST, 20 FEET NORTHWEST OF THE CENTER LINE OF THE
 KK0860'HIGHWAY, 3 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP
 KK0860'OF THE NORTHEAST END OF THE NORTHWEST HEADWALL OF A 6X7 FOOT
 KK0860'CONCRETE CULVERT.
 KK0860
 KK0860                          STATION RECOVERY (1961)
 KK0860
 KK0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 KK0860'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1068 ***********************************************************************
 KK1068  DESIGNATION -  J 304
 KK1068  PID         -  KK1068
 KK1068  STATE/COUNTY-  CO/CLEAR CREEK
 KK1068  USGS QUAD   -  GEORGETOWN (1974)
 KK1068
 KK1068                         *CURRENT SURVEY CONTROL
 KK1068  ___________________________________________________________________
 KK1068* NAD 83(1986)-  39 38 16.     (N)    105 42 32.     (W)     SCALED    
 KK1068* NAVD 88     -      3142.124  (meters)   10308.79   (feet)  ADJUSTED  
 KK1068  ___________________________________________________________________
 KK1068  GEOID HEIGHT-         -12.26  (meters)                     GEOID03
 KK1068  DYNAMIC HT  -        3138.138 (meters)   10295.71  (feet)  COMP
 KK1068  MODELED GRAV-     979,242.7   (mgal)                       NAVD 88
 KK1068
 KK1068  VERT ORDER  -  FIRST     CLASS II
 KK1068
 KK1068.The horizontal coordinates were scaled from a topographic map and have
 KK1068.an estimated accuracy of +/- 6 seconds.
 KK1068
 KK1068.The orthometric height was determined by differential leveling
 KK1068.and adjusted by the National Geodetic Survey in June 1991..
 KK1068
 KK1068.The geoid height was determined by GEOID03.
 KK1068
 KK1068.The dynamic height is computed by dividing the NAVD 88
 KK1068.geopotential number by the normal gravity value computed on the
 KK1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1068.degrees latitude (g = 980.6199 gals.).
 KK1068
 KK1068.The modeled gravity was interpolated from observed gravity values.
 KK1068
 KK1068;                    North         East    Units  Estimated Accuracy
 KK1068;SPC CO C     -   505,130.      896,470.      MT  (+/- 180 meters Scaled)
 KK1068
 KK1068                          SUPERSEDED SURVEY CONTROL
 KK1068
 KK1068  NGVD 29 (??/??/92) 3140.454  (m)        10303.31   (f) ADJ UNCH    1 2
 KK1068
 KK1068.Superseded values are not recommended for survey control.
 KK1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1068.See file dsdata.txt to determine how the superseded data were derived.
 KK1068
 KK1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD391877(NAD 83)
 KK1068_MARKER: DB = BENCH MARK DISK
 KK1068_SETTING: 80 = SET IN A BOULDER
 KK1068_STAMPING: J 304 1951
 KK1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1068+STABILITY: SURFACE MOTION
 KK1068
 KK1068  HISTORY     - Date     Condition        Report By
 KK1068  HISTORY     - 1951     MONUMENTED       CGS
 KK1068  HISTORY     - 1954     GOOD             NGS
 KK1068
 KK1068                          STATION DESCRIPTION
 KK1068
 KK1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK1068'6.4 MI S FROM GEORGETOWN.
 KK1068'6.45 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE POST
 KK1068'OFFICE AT GEORGETOWN, IN A CLEARING, 50 FEET WEST OF THE CENTER
 KK1068'LINE OF THE ROAD, 19 FEET NORTHEAST OF A LONE SPRUCE TREE, 1.6
 KK1068'FEET ABOVE THE GROUND, SET IN THE TOP OF A 3X6 FOOT GRANITE
 KK1068'BOULDER.
 KK1068
 KK1068                          STATION RECOVERY (1954)
 KK1068
 KK1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 KK1068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0573 ***********************************************************************
 KK0573  DESIGNATION -  J 305
 KK0573  PID         -  KK0573
 KK0573  STATE/COUNTY-  CO/DOUGLAS
 KK0573  USGS QUAD   -  LITTLETON (1994)
 KK0573
 KK0573                         *CURRENT SURVEY CONTROL
 KK0573  ___________________________________________________________________
 KK0573* NAD 83(1986)-  39 30 26.     (N)    105 02 35.     (W)     SCALED    
 KK0573* NAVD 88     -      1724.333  (meters)    5657.25   (feet)  ADJUSTED  
 KK0573  ___________________________________________________________________
 KK0573  GEOID HEIGHT-         -16.33  (meters)                     GEOID03
 KK0573  DYNAMIC HT  -        1722.604 (meters)    5651.58  (feet)  COMP
 KK0573  MODELED GRAV-     979,563.3   (mgal)                       NAVD 88
 KK0573
 KK0573  VERT ORDER  -  FIRST     CLASS II
 KK0573
 KK0573.The horizontal coordinates were scaled from a topographic map and have
 KK0573.an estimated accuracy of +/- 6 seconds.
 KK0573
 KK0573.The orthometric height was determined by differential leveling
 KK0573.and adjusted by the National Geodetic Survey in June 1991..
 KK0573
 KK0573.The geoid height was determined by GEOID03.
 KK0573
 KK0573.The dynamic height is computed by dividing the NAVD 88
 KK0573.geopotential number by the normal gravity value computed on the
 KK0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0573.degrees latitude (g = 980.6199 gals.).
 KK0573
 KK0573.The modeled gravity was interpolated from observed gravity values.
 KK0573
 KK0573;                    North         East    Units  Estimated Accuracy
 KK0573;SPC CO C     -   490,720.      953,700.      MT  (+/- 180 meters Scaled)
 KK0573
 KK0573                          SUPERSEDED SURVEY CONTROL
 KK0573
 KK0573  NGVD 29 (??/??/??) 1723.397  (m)         5654.18   (f) ADJUSTED    1 2
 KK0573
 KK0573.Superseded values are not recommended for survey control.
 KK0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0573.See file dsdata.txt to determine how the superseded data were derived.
 KK0573
 KK0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD962730(NAD 83)
 KK0573_MARKER: DB = BENCH MARK DISK
 KK0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0573_STAMPING: J 305 1951
 KK0573_MARK LOGO: CGS   
 KK0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0573+STABILITY: SURFACE MOTION
 KK0573
 KK0573  HISTORY     - Date     Condition        Report By
 KK0573  HISTORY     - 1951     MONUMENTED       CGS
 KK0573  HISTORY     - 1982     GOOD             NGS
 KK0573  HISTORY     - 1984     GOOD             NGS
 KK0573  HISTORY     - 20000913 GOOD             MSAM
 KK0573
 KK0573                          STATION DESCRIPTION
 KK0573
 KK0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0573'4.4 MI NE FROM KASSLER.
 KK0573'0.45 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE MAIN OFFICE
 KK0573'AT THE KASSLER FILTER PLANT, THENCE 0.9 MILE EAST ALONG A GRAVELED
 KK0573'ROAD, THENCE 1.4 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.6
 KK0573'MILES EAST ALONG A GRAVELED ROAD, ON THE CREST OF A HILL, 1.3
 KK0573'MILES WEST OF BENCH MARK N 23, 0.35 MILE WEST OF THE CHARLES O.
 KK0573'ALLIS FARMHOUSE, 41 FEET EAST OF A TELEPHONE POLE, 24 FEET EAST OF THE
 KK0573'CENTER LINE OF A FIELD ROAD, 39 FEET NORTH OF THE CENTER LINE OF
 KK0573'THE GRAVELED ROAD, 1.7 FEET SOUTH OF A FENCE, 2 FEET EAST OF A
 KK0573'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 KK0573'PROJECTS 0.4 FOOT ABOVE THE GROUND.
 KK0573
 KK0573                          STATION RECOVERY (1982)
 KK0573
 KK0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0573'A WITNESS POST WAS ADDED AT THIS TIME. THE ROAD WHICH IS NOW PAVED
 KK0573'AND IS TITAN ROAD AND THE TELEPHONE POLE IS GONE.
 KK0573
 KK0573                          STATION RECOVERY (1984)
 KK0573
 KK0573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK0573'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.4 KM (2.1 MI)
 KK0573'WESTERLY ALONG COUNTY ROAD 7 (TITAN ROAD) FROM ITS JUNCTION WITH U.S.
 KK0573'HIGHWAY 85 IN ACEQUIA.  CHANGE 39 FEET NORTH OF THE CENTER OF A
 KK0573'GRAVELED ROAD TO 11.9 METERS (39.0 FT) NORTH OF THE CENTERLINE OF THE
 KK0573'ROAD.
 KK0573
 KK0573                          STATION RECOVERY (2000)
 KK0573
 KK0573'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2000 (RB)
 KK0573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0715 ***********************************************************************
 KK0715  DESIGNATION -  J 306
 KK0715  PID         -  KK0715
 KK0715  STATE/COUNTY-  CO/JEFFERSON
 KK0715  USGS QUAD   -  PINE (1994)
 KK0715
 KK0715                         *CURRENT SURVEY CONTROL
 KK0715  ___________________________________________________________________
 KK0715* NAD 83(1986)-  39 23 54.     (N)    105 17 44.     (W)     SCALED    
 KK0715* NAVD 88     -      2040.679  (meters)    6695.13   (feet)  ADJUSTED  
 KK0715  ___________________________________________________________________
 KK0715  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 KK0715  DYNAMIC HT  -        2038.507 (meters)    6688.00  (feet)  COMP
 KK0715  MODELED GRAV-     979,489.3   (mgal)                       NAVD 88
 KK0715
 KK0715  VERT ORDER  -  FIRST     CLASS II
 KK0715
 KK0715.The horizontal coordinates were scaled from a topographic map and have
 KK0715.an estimated accuracy of +/- 6 seconds.
 KK0715
 KK0715.The orthometric height was determined by differential leveling
 KK0715.and adjusted by the National Geodetic Survey in June 1991..
 KK0715
 KK0715.The geoid height was determined by GEOID03.
 KK0715
 KK0715.The dynamic height is computed by dividing the NAVD 88
 KK0715.geopotential number by the normal gravity value computed on the
 KK0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0715.degrees latitude (g = 980.6199 gals.).
 KK0715
 KK0715.The modeled gravity was interpolated from observed gravity values.
 KK0715
 KK0715;                    North         East    Units  Estimated Accuracy
 KK0715;SPC CO C     -   478,550.      932,010.      MT  (+/- 180 meters Scaled)
 KK0715
 KK0715                          SUPERSEDED SURVEY CONTROL
 KK0715
 KK0715  NGVD 29 (??/??/92) 2039.538  (m)         6691.38   (f) ADJ UNCH    1 2
 KK0715
 KK0715.Superseded values are not recommended for survey control.
 KK0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0715.See file dsdata.txt to determine how the superseded data were derived.
 KK0715
 KK0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD745610(NAD 83)
 KK0715_MARKER: DB = BENCH MARK DISK
 KK0715_SETTING: 80 = SET IN A BOULDER
 KK0715_STAMPING: J 306 1951
 KK0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0715+STABILITY: SURFACE MOTION
 KK0715
 KK0715  HISTORY     - Date     Condition        Report By
 KK0715  HISTORY     - 1951     MONUMENTED       CGS
 KK0715  HISTORY     - 1955     GOOD             NGS
 KK0715
 KK0715                          STATION DESCRIPTION
 KK0715
 KK0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0715'1.8 MI E FROM PINE GROVE.
 KK0715'1.75 MILES EAST ALONG STATE HIGHWAY 126 FROM THE POST OFFICE AT
 KK0715'PINE GROVE, 1.05 MILES WEST OF THE POST OFFICE AT BUFFALO CREEK,
 KK0715'ON THE SOUTH EDGE OF A ROCKY KNOLL, 0.35 MILE EAST OF A GROUP OF
 KK0715'RED FARM BUILDINGS, 51 FEET SOUTHWEST OF THE CENTER LINE OF THE
 KK0715'HIGHWAY, 40 FEET NORTH OF THE CENTER LINE OF THE ABANDONED COLORAD0
 KK0715'AND SOUTHERN RAILROAD GRADE, 26 FEET SOUTH OF A FOREST SERVICE SIGN,
 KK0715'2 FEET ABOVE THE GROUND, SET IN THE TOP OF A 3X3 FOOT GRANITE BOULDER.
 KK0715
 KK0715                          STATION RECOVERY (1955)
 KK0715
 KK0715'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0549 ***********************************************************************
 KK0549  DESIGNATION -  J 307
 KK0549  PID         -  KK0549
 KK0549  STATE/COUNTY-  CO/DOUGLAS
 KK0549  USGS QUAD   -  LITTLETON (1994)
 KK0549
 KK0549                         *CURRENT SURVEY CONTROL
 KK0549  ___________________________________________________________________
 KK0549* NAD 83(1986)-  39 31 26.     (N)    105 01 47.     (W)     SCALED    
 KK0549* NAVD 88     -      1681.462  (meters)    5516.60   (feet)  POSTED    
 KK0549  ___________________________________________________________________
 KK0549  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 KK0549  DYNAMIC HT  -        1679.780 (meters)    5511.08  (feet)  COMP
 KK0549  MODELED GRAV-     979,567.7   (mgal)                       NAVD 88
 KK0549
 KK0549  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KK0549
 KK0549.The horizontal coordinates were scaled from a topographic map and have
 KK0549.an estimated accuracy of +/- 6 seconds.
 KK0549
 KK0549.The orthometric height was determined by differential leveling
 KK0549.and adjusted by the National Geodetic Survey in 1992..
 KK0549.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KK0549.rate of 2.1 thru 3.0 mm/km.
 KK0549
 KK0549.The geoid height was determined by GEOID03.
 KK0549
 KK0549.The dynamic height is computed by dividing the NAVD 88
 KK0549.geopotential number by the normal gravity value computed on the
 KK0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0549.degrees latitude (g = 980.6199 gals.).
 KK0549
 KK0549.The modeled gravity was interpolated from observed gravity values.
 KK0549
 KK0549;                    North         East    Units  Estimated Accuracy
 KK0549;SPC CO C     -   492,570.      954,840.      MT  (+/- 180 meters Scaled)
 KK0549
 KK0549                          SUPERSEDED SURVEY CONTROL
 KK0549
 KK0549  NGVD 29 (??/??/92) 1680.506  (m)         5513.46   (f) ADJ UNCH    1 2
 KK0549
 KK0549.Superseded values are not recommended for survey control.
 KK0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0549.See file dsdata.txt to determine how the superseded data were derived.
 KK0549
 KK0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD974749(NAD 83)
 KK0549_MARKER: DB = BENCH MARK DISK
 KK0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0549_STAMPING: J 307 1951
 KK0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0549+STABILITY: SURFACE MOTION
 KK0549
 KK0549  HISTORY     - Date     Condition        Report By
 KK0549  HISTORY     - 1951     MONUMENTED       CGS
 KK0549  HISTORY     - 1955     GOOD             NGS
 KK0549  HISTORY     - 1983     MARK NOT FOUND   NGS
 KK0549
 KK0549                          STATION DESCRIPTION
 KK0549
 KK0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0549'6.7 MI S FROM LITTLETON.
 KK0549'6.7 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN
 KK0549'RAILROAD FROM THE STATION AT LITTLETON, 0.4 MILE NORTHWEST OF THE
 KK0549'ABANDONED STATION AT ACEQUIA, AT A ROAD CROSSING, 139 FEET
 KK0549'NORTHEAST OF THE NORTH CORNER OF A FARMHOUSE, 47 FEET SOUTHWEST
 KK0549'OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 39 FEET NORTHWEST OF THE
 KK0549'CENTER OF THE ROAD CROSSING, 19.6 FEET NORTHEAST OF A FENCE, 7.3
 KK0549'FEET NORTHWEST OF A POWER POLE, 1.2 FEET SOUTHEAST OF A WITNESS
 KK0549'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 KK0549'ABOVE THE GROUND.
 KK0549
 KK0549                          STATION RECOVERY (1955)
 KK0549
 KK0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0549'RECOVERED IN GOOD CONDITION.
 KK0549
 KK0549                          STATION RECOVERY (1983)
 KK0549
 KK0549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0549'THE MONUMENT WAS FOUND WITH THE TOP BROKEN OFF AND THE DISK MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2123 ***********************************************************************
 KK2123  DESIGNATION -  J 307 RESET
 KK2123  PID         -  KK2123
 KK2123  STATE/COUNTY-  CO/DOUGLAS
 KK2123  USGS QUAD   -  LITTLETON (1994)
 KK2123
 KK2123                         *CURRENT SURVEY CONTROL
 KK2123  ___________________________________________________________________
 KK2123* NAD 83(1986)-  39 31 26.     (N)    105 01 47.     (W)     SCALED    
 KK2123* NAVD 88     -      1692.78   (+/-2cm)    5553.7    (feet)  VERTCON   
 KK2123  ___________________________________________________________________
 KK2123  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 KK2123
 KK2123  VERT ORDER  -  THIRD (See Below)
 KK2123
 KK2123.The horizontal coordinates were scaled from a topographic map and have
 KK2123.an estimated accuracy of +/- 6 seconds.
 KK2123
 KK2123.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2123.The vertical order pertains to the NGVD 29 superseded value.
 KK2123
 KK2123.The geoid height was determined by GEOID03.
 KK2123
 KK2123;                    North         East    Units  Estimated Accuracy
 KK2123;SPC CO C     -   492,570.      954,840.      MT  (+/- 180 meters Scaled)
 KK2123
 KK2123                          SUPERSEDED SURVEY CONTROL
 KK2123
 KK2123  NGVD 29 (03/28/06) 1691.84   (m)         5550.6    (f) RESET       3  
 KK2123
 KK2123.Superseded values are not recommended for survey control.
 KK2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2123.See file dsdata.txt to determine how the superseded data were derived.
 KK2123
 KK2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD974749(NAD 83)
 KK2123_MARKER: DB = BENCH MARK DISK
 KK2123_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KK2123+WITH SETTING: PAVEMENT
 KK2123_SP_SET: SEMAPHORE
 KK2123_STAMPING: J 307 RESET 1982
 KK2123_MARK LOGO: NGS   
 KK2123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK2123+STABILITY: SURFACE MOTION
 KK2123
 KK2123  HISTORY     - Date     Condition        Report By
 KK2123  HISTORY     - 1982     MONUMENTED       NGS
 KK2123  HISTORY     - 20000913 MARK NOT FOUND   MSAM
 KK2123
 KK2123                          STATION DESCRIPTION
 KK2123
 KK2123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 KK2123'10.8 KM (6.70 MI) SOUTH FROM LITTLETON.
 KK2123'FROM THE RTD TRANSIT CENTER IN LITTLETON, GO SOUTH FOR 10.8 KM
 KK2123'(6.70 MI) ALONG THE SANTA FE TRACKS TO THE BENCH MARK, 32.0 M
 KK2123'(105.0 FT) WEST-SOUTHWEST FROM U.S. HIGHWAY 85, 29.9 M (98.1 FT)
 KK2123'SOUTH-SOUTHEAST FROM A ROAD CROSSING, 4.0 M (13.1 FT) EAST-NORTHEAST
 KK2123'FROM THE CENTER OF THE SANTA FE TRACK, SET IN THE NORTHEAST CORNER OF
 KK2123'A CONCRETE BASE FOR A SEMAPHORE AND 0.6 M (2.0 FT) ABOVE GROUND.
 KK2123
 KK2123                          STATION RECOVERY (2000)
 KK2123
 KK2123'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2000 (RB)
 KK2123'REMNANTS OF THE RESET ARE CLEARLY EVIDENT, HOWEVER THE DISK HAS BEEN
 KK2123'REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0509 ***********************************************************************
 LL0509  DESIGNATION -  J 308
 LL0509  PID         -  LL0509
 LL0509  STATE/COUNTY-  CO/LARIMER
 LL0509  USGS QUAD   -  ROUND BUTTE (1975)
 LL0509
 LL0509                         *CURRENT SURVEY CONTROL
 LL0509  ___________________________________________________________________
 LL0509* NAD 83(1986)-  40 53 53.     (N)    105 01 35.     (W)     SCALED    
 LL0509* NAVD 88     -      1778.127  (meters)    5833.74   (feet)  ADJUSTED  
 LL0509  ___________________________________________________________________
 LL0509  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 LL0509  DYNAMIC HT  -        1776.588 (meters)    5828.69  (feet)  COMP
 LL0509  MODELED GRAV-     979,696.1   (mgal)                       NAVD 88
 LL0509
 LL0509  VERT ORDER  -  SECOND    CLASS 0
 LL0509
 LL0509.The horizontal coordinates were scaled from a topographic map and have
 LL0509.an estimated accuracy of +/- 6 seconds.
 LL0509
 LL0509.The orthometric height was determined by differential leveling
 LL0509.and adjusted by the National Geodetic Survey in June 1991..
 LL0509
 LL0509.The geoid height was determined by GEOID03.
 LL0509
 LL0509.The dynamic height is computed by dividing the NAVD 88
 LL0509.geopotential number by the normal gravity value computed on the
 LL0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0509.degrees latitude (g = 980.6199 gals.).
 LL0509
 LL0509.The modeled gravity was interpolated from observed gravity values.
 LL0509
 LL0509;                    North         East    Units  Estimated Accuracy
 LL0509;SPC CO N     -   478,650.      954,310.      MT  (+/- 180 meters Scaled)
 LL0509
 LL0509                          SUPERSEDED SURVEY CONTROL
 LL0509
 LL0509  NGVD 29 (??/??/92) 1777.117  (m)         5830.42   (f) ADJ UNCH    2 0
 LL0509
 LL0509.Superseded values are not recommended for survey control.
 LL0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0509.See file dsdata.txt to determine how the superseded data were derived.
 LL0509
 LL0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF977274(NAD 83)
 LL0509_MARKER: DB = BENCH MARK DISK
 LL0509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0509_STAMPING: J 308 1952
 LL0509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0509+STABILITY: SURFACE MOTION
 LL0509
 LL0509  HISTORY     - Date     Condition        Report By
 LL0509  HISTORY     - 1952     MONUMENTED       CGS
 LL0509
 LL0509                          STATION DESCRIPTION
 LL0509
 LL0509'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0509'9.6 MI SW FROM CARR.
 LL0509'2.2 MILES WEST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 LL0509'RAILROAD STATION AT CARR, THENCE 0.5 MILE NORTH ALONG A GRAVELED
 LL0509'ROAD, THENCE 0.75 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.85 MILE
 LL0509'NORTHWEST ALONG A GRAVELED ROAD, THENCE 2.45 MILES WEST ALONG A
 LL0509'GRAVELED ROAD, THENCE 0.6 MILE NORTHWEST ALONG A DIRT ROAD, THENCE
 LL0509'1.25 MILES SOUTHWEST ALONG A TRACK ROAD, THENCE 0.55 MILE SOUTH
 LL0509'ALONG A TRACK ROAD, THENCE 0.45 MILE SOUTHWEST ALONG A TRACK ROAD,
 LL0509'ON TOP OF A SMALL HILL, 0.35 MILE NORTHEAST OF A WINDMILL, 52 FEET
 LL0509'NORTH OF THE CENTER LINE OF THE MAIN TRACK ROAD, 15 FEET NORTH OF
 LL0509'THE CENTER LINE OF A DIM TRACK ROAD LEADING WEST, 2.9 FEET WEST OF
 LL0509'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LL0509'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0364 ***********************************************************************
 LL0364  DESIGNATION -  J 309
 LL0364  PID         -  LL0364
 LL0364  STATE/COUNTY-  CO/WELD
 LL0364  USGS QUAD   -  CHALK BLUFFS SW (1972)
 LL0364
 LL0364                         *CURRENT SURVEY CONTROL
 LL0364  ___________________________________________________________________
 LL0364* NAD 83(1986)-  40 52 11.     (N)    104 38 51.     (W)     SCALED    
 LL0364* NAVD 88     -      1686.546  (meters)    5533.28   (feet)  ADJUSTED  
 LL0364  ___________________________________________________________________
 LL0364  GEOID HEIGHT-         -17.26  (meters)                     GEOID03
 LL0364  DYNAMIC HT  -        1685.120 (meters)    5528.60  (feet)  COMP
 LL0364  MODELED GRAV-     979,719.3   (mgal)                       NAVD 88
 LL0364
 LL0364  VERT ORDER  -  SECOND    CLASS 0
 LL0364
 LL0364.The horizontal coordinates were scaled from a topographic map and have
 LL0364.an estimated accuracy of +/- 6 seconds.
 LL0364
 LL0364.The orthometric height was determined by differential leveling
 LL0364.and adjusted by the National Geodetic Survey in June 1991..
 LL0364
 LL0364.The geoid height was determined by GEOID03.
 LL0364
 LL0364.The dynamic height is computed by dividing the NAVD 88
 LL0364.geopotential number by the normal gravity value computed on the
 LL0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0364.degrees latitude (g = 980.6199 gals.).
 LL0364
 LL0364.The modeled gravity was interpolated from observed gravity values.
 LL0364
 LL0364;                    North         East    Units  Estimated Accuracy
 LL0364;SPC CO N     -   475,740.      986,270.      MT  (+/- 180 meters Scaled)
 LL0364
 LL0364                          SUPERSEDED SURVEY CONTROL
 LL0364
 LL0364  NGVD 29 (??/??/92) 1685.608  (m)         5530.20   (f) ADJ UNCH    2 0
 LL0364
 LL0364.Superseded values are not recommended for survey control.
 LL0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0364.See file dsdata.txt to determine how the superseded data were derived.
 LL0364
 LL0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF297243(NAD 83)
 LL0364_MARKER: DB = BENCH MARK DISK
 LL0364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0364_STAMPING: J 309 1952
 LL0364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0364+STABILITY: SURFACE MOTION
 LL0364
 LL0364  HISTORY     - Date     Condition        Report By
 LL0364  HISTORY     - 1952     MONUMENTED       CGS
 LL0364
 LL0364                          STATION DESCRIPTION
 LL0364
 LL0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0364'13.9 MI SE FROM CARR.
 LL0364'4.25 MILES EAST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 LL0364'RAILROAD STATION AT CARR, THENCE 2.0 MILES SOUTH ALONG U.S.
 LL0364'HIGHWAY 85, THENCE 7.65 MILES EAST ALONG A GRAVELED ROAD, ON TOP
 LL0364'OF A SMALL KNOLL, 30 FEET SOUTH OF THE CENTER LINE OF A GRAVELED
 LL0364'ROAD, 3.1 FEET NORTH OF A FENCE, 3.4 FEET EAST OF A WITNESS POST,
 LL0364'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 LL0364'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0204 ***********************************************************************
 HL0204  DESIGNATION -  J 31
 HL0204  PID         -  HL0204
 HL0204  STATE/COUNTY-  CO/LA PLATA
 HL0204  USGS QUAD   -  TIFFANY (1968)
 HL0204
 HL0204                         *CURRENT SURVEY CONTROL
 HL0204  ___________________________________________________________________
 HL0204* NAD 83(1986)-  37 01 45.     (N)    107 31 59.     (W)     SCALED    
 HL0204* NAVD 88     -      1940.083  (meters)    6365.09   (feet)  ADJUSTED  
 HL0204  ___________________________________________________________________
 HL0204  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 HL0204  DYNAMIC HT  -        1937.559 (meters)    6356.81  (feet)  COMP
 HL0204  MODELED GRAV-     979,261.5   (mgal)                       NAVD 88
 HL0204
 HL0204  VERT ORDER  -  FIRST     CLASS II
 HL0204
 HL0204.The horizontal coordinates were scaled from a topographic map and have
 HL0204.an estimated accuracy of +/- 6 seconds.
 HL0204
 HL0204.The orthometric height was determined by differential leveling
 HL0204.and adjusted by the National Geodetic Survey in June 1991..
 HL0204
 HL0204.The geoid height was determined by GEOID03.
 HL0204
 HL0204.The dynamic height is computed by dividing the NAVD 88
 HL0204.geopotential number by the normal gravity value computed on the
 HL0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0204.degrees latitude (g = 980.6199 gals.).
 HL0204
 HL0204.The modeled gravity was interpolated from observed gravity values.
 HL0204
 HL0204;                    North         East    Units  Estimated Accuracy
 HL0204;SPC CO S     -   347,000.      733,510.      MT  (+/- 180 meters Scaled)
 HL0204
 HL0204                          SUPERSEDED SURVEY CONTROL
 HL0204
 HL0204  NGVD 29 (??/??/92) 1938.840  (m)         6361.01   (f) ADJ UNCH    1 2
 HL0204
 HL0204.Superseded values are not recommended for survey control.
 HL0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0204.See file dsdata.txt to determine how the superseded data were derived.
 HL0204
 HL0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB746011(NAD 83)
 HL0204_MARKER: DB = BENCH MARK DISK
 HL0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0204_STAMPING: J 31 1934
 HL0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0204+STABILITY: SURFACE MOTION
 HL0204
 HL0204  HISTORY     - Date     Condition        Report By
 HL0204  HISTORY     - 1934     MONUMENTED       CGS
 HL0204
 HL0204                          STATION DESCRIPTION
 HL0204
 HL0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0204'12.18 MI SE FROM IGNACIO.
 HL0204'SET ALONG RIGHT OF WAY OF D.R.G. AND W. R.R. 69 FT. SOUTH EAST OF
 HL0204'CENTERLINE OF R.R. TRACK.  84 FT. SOUTH OF INTERSECTION OF R.R. TRACK
 HL0204'AND COUNTY ROAD.  30 FT. WEST OF CENTERLINE OF COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0369 ***********************************************************************
 LL0369  DESIGNATION -  J 310
 LL0369  PID         -  LL0369
 LL0369  STATE/COUNTY-  CO/WELD
 LL0369  USGS QUAD   -  CHALK BLUFFS SE (1972)
 LL0369
 LL0369                         *CURRENT SURVEY CONTROL
 LL0369  ___________________________________________________________________
 LL0369* NAD 83(1986)-  40 52 12.     (N)    104 32 38.     (W)     SCALED    
 LL0369* NAVD 88     -      1644.311  (meters)    5394.71   (feet)  ADJUSTED  
 LL0369  ___________________________________________________________________
 LL0369  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 LL0369  DYNAMIC HT  -        1642.934 (meters)    5390.19  (feet)  COMP
 LL0369  MODELED GRAV-     979,729.2   (mgal)                       NAVD 88
 LL0369
 LL0369  VERT ORDER  -  SECOND    CLASS 0
 LL0369
 LL0369.The horizontal coordinates were scaled from a topographic map and have
 LL0369.an estimated accuracy of +/- 6 seconds.
 LL0369
 LL0369.The orthometric height was determined by differential leveling
 LL0369.and adjusted by the National Geodetic Survey in June 1991..
 LL0369
 LL0369.The geoid height was determined by GEOID03.
 LL0369
 LL0369.The dynamic height is computed by dividing the NAVD 88
 LL0369.geopotential number by the normal gravity value computed on the
 LL0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0369.degrees latitude (g = 980.6199 gals.).
 LL0369
 LL0369.The modeled gravity was interpolated from observed gravity values.
 LL0369
 LL0369;                    North         East    Units  Estimated Accuracy
 LL0369;SPC CO N     -   475,860.      995,000.      MT  (+/- 180 meters Scaled)
 LL0369
 LL0369                          SUPERSEDED SURVEY CONTROL
 LL0369
 LL0369  NGVD 29 (??/??/92) 1643.395  (m)         5391.71   (f) ADJ UNCH    2 0
 LL0369
 LL0369.Superseded values are not recommended for survey control.
 LL0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0369.See file dsdata.txt to determine how the superseded data were derived.
 LL0369
 LL0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF384244(NAD 83)
 LL0369_MARKER: DB = BENCH MARK DISK
 LL0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0369_STAMPING: J 310 1952
 LL0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0369+STABILITY: SURFACE MOTION
 LL0369
 LL0369  HISTORY     - Date     Condition        Report By
 LL0369  HISTORY     - 1952     MONUMENTED       CGS
 LL0369
 LL0369                          STATION DESCRIPTION
 LL0369
 LL0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0369'19 MI SW FROM GROVER.
 LL0369'0.3 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LL0369'RAILROAD FROM THE STATION AT GROVER, THENCE 5.9 MILES WEST ALONG
 LL0369'A GRAVELED ROAD, THENCE 1.0 MILE SOUTH ALONG A GRAVELED ROAD,
 LL0369'THENCE 4.95 MILES WEST ALONG A GRAVELED ROAD, THENCE 5.85 MILES
 LL0369'WEST ALONG A DIRT ROAD, THENCE 0.95 MILE NORTH ALONG A DIRT ROAD,
 LL0369'THENCE 0.1 MILE WEST ALONG A GRAVELED ROAD, 34 FEET SOUTH OF THE
 LL0369'CENTER LINE OF A GRAVELED ROAD, 3 FEET SOUTH OF A FENCE, 2.5 FEET
 LL0369'WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LL0369'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0555 ***********************************************************************
 LL0555  DESIGNATION -  J 311
 LL0555  PID         -  LL0555
 LL0555  STATE/COUNTY-  CO/LARIMER
 LL0555  USGS QUAD   -  VIRGINIA DALE (1967)
 LL0555
 LL0555                         *CURRENT SURVEY CONTROL
 LL0555  ___________________________________________________________________
 LL0555* NAD 83(1986)-  40 59 39.     (N)    105 15 13.     (W)     SCALED    
 LL0555* NAVD 88     -      2251.323  (meters)    7386.22   (feet)  ADJUSTED  
 LL0555  ___________________________________________________________________
 LL0555  GEOID HEIGHT-         -13.44  (meters)                     GEOID03
 LL0555  DYNAMIC HT  -        2249.263 (meters)    7379.46  (feet)  COMP
 LL0555  MODELED GRAV-     979,627.1   (mgal)                       NAVD 88
 LL0555
 LL0555  VERT ORDER  -  SECOND    CLASS 0
 LL0555
 LL0555.The horizontal coordinates were scaled from a topographic map and have
 LL0555.an estimated accuracy of +/- 6 seconds.
 LL0555
 LL0555.The orthometric height was determined by differential leveling
 LL0555.and adjusted by the National Geodetic Survey in June 1991..
 LL0555
 LL0555.The geoid height was determined by GEOID03.
 LL0555
 LL0555.The dynamic height is computed by dividing the NAVD 88
 LL0555.geopotential number by the normal gravity value computed on the
 LL0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0555.degrees latitude (g = 980.6199 gals.).
 LL0555
 LL0555.The modeled gravity was interpolated from observed gravity values.
 LL0555
 LL0555;                    North         East    Units  Estimated Accuracy
 LL0555;SPC CO N     -   489,240.      935,130.      MT  (+/- 180 meters Scaled)
 LL0555
 LL0555                          SUPERSEDED SURVEY CONTROL
 LL0555
 LL0555  NGVD 29 (??/??/92) 2250.209  (m)         7382.56   (f) ADJ UNCH    2 0
 LL0555
 LL0555.Superseded values are not recommended for survey control.
 LL0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0555.See file dsdata.txt to determine how the superseded data were derived.
 LL0555
 LL0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF786381(NAD 83)
 LL0555_MARKER: DB = BENCH MARK DISK
 LL0555_SETTING: 80 = SET IN A BOULDER
 LL0555_STAMPING: J 311 1952
 LL0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0555+STABILITY: SURFACE MOTION
 LL0555
 LL0555  HISTORY     - Date     Condition        Report By
 LL0555  HISTORY     - 1952     MONUMENTED       CGS
 LL0555
 LL0555                          STATION DESCRIPTION
 LL0555
 LL0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0555'10.4 MI S FROM GRANITE CANYON.
 LL0555'0.7 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL0555'STATION AT GRANITE CANYON, THENCE 9.7 MILES SOUTH ALONG A WINDING
 LL0555'GRAVELED ROAD, ON THE NORTHEAST SLOPE OF A HILL, 147 FEET WEST OF
 LL0555'THE CENTER LINE OF THE GRAVELED ROAD, 136 FEET WEST OF A FENCE,
 LL0555'0.3 MILE SOUTH OF THE COLORADO AND WYOMING STATE LINE, 4 FEET
 LL0555'ABOVE THE GROUND, SET IN THE TOP OF THE NORTH SIDE OF A LARGE
 LL0555'GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1122 ***********************************************************************
 LL1122  DESIGNATION -  J 314 RESET
 LL1122  PID         -  LL1122
 LL1122  STATE/COUNTY-  CO/WELD
 LL1122  USGS QUAD   -  GREELEY (1980)
 LL1122
 LL1122                         *CURRENT SURVEY CONTROL
 LL1122  ___________________________________________________________________
 LL1122* NAD 83(1986)-  40 25 32.     (N)    104 38 06.     (W)     SCALED    
 LL1122* NAVD 88     -      1415.97   (meters)    4645.6    (feet)  RESET     
 LL1122  ___________________________________________________________________
 LL1122  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 LL1122
 LL1122  VERT ORDER  -  THIRD
 LL1122
 LL1122.This mark is at Greeley-Weld County Airport (GXY)
 LL1122
 LL1122.The horizontal coordinates were scaled from a topographic map and have
 LL1122.an estimated accuracy of +/- 6 seconds.
 LL1122
 LL1122.The orthometric height was computed from unverified reset data.
 LL1122.No vertical observational check was made to the station.
 LL1122
 LL1122.The geoid height was determined by GEOID03.
 LL1122
 LL1122;                    North         East    Units  Estimated Accuracy
 LL1122;SPC CO N     -   426,430.      987,800.      MT  (+/- 180 meters Scaled)
 LL1122
 LL1122                          SUPERSEDED SURVEY CONTROL
 LL1122
 LL1122  NGVD 29 (03/28/06) 1415.09   (m)         4642.7    (f) RESET       3  
 LL1122
 LL1122.Superseded values are not recommended for survey control.
 LL1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1122.See file dsdata.txt to determine how the superseded data were derived.
 LL1122
 LL1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE309750(NAD 83)
 LL1122_MARKER: DB = BENCH MARK DISK
 LL1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1122_SP_SET: CONCRETE POST
 LL1122_STAMPING: J 314 RESET 1980
 LL1122_MARK LOGO: NGS   
 LL1122_PROJECTION: FLUSH
 LL1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1122+STABILITY: SURFACE MOTION
 LL1122
 LL1122  HISTORY     - Date     Condition        Report By
 LL1122  HISTORY     - 1980     MONUMENTED       NGS
 LL1122  HISTORY     - 1983     GOOD             NGS
 LL1122
 LL1122                          STATION DESCRIPTION
 LL1122
 LL1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LL1122'4.7 KM (2.9 MI) EAST FROM GREELEY.
 LL1122'4.2 KM (2.6 MI) EAST ALONG STATE HIGHWAY 263 FROM THE PACIFIC RAILROAD
 LL1122'STATION AT GREELEY, THENCE 0.5 KM (0.3 MI) NORTHEAST ALONG AN OILED
 LL1122'ROAD LEADING TO THE WELD COUNTY MUNICIPAL AIRPORT, ABOUT 0.2 KM
 LL1122'(0.1 MI) WEST OF THE AIRPORT ADMINISTRATION BUILDING PARKING AREA,
 LL1122'1.6 METERS (5.2 FT) SOUTH OF THE SOUTHEAST CORNER OF AN OFFICE
 LL1122'BUILDING, 1.1 METERS (3.7 FT) WEST OF THE SOUTHEAST CORNER OF A
 LL1122'CONCRETE WALK, AND 0.3 METER (1.0 FT) SOUTH OF THE SOUTH EDGE OF A
 LL1122'CONCRETE WALK.  NOTE--NOT LEVELED TO DURING THIS SURVEY.
 LL1122'THE MARK IS 0.06 M BELOW CONCRETE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0019 ***********************************************************************
 LM0019  DESIGNATION -  J 316
 LM0019  PID         -  LM0019
 LM0019  STATE/COUNTY-  CO/JACKSON
 LM0019  USGS QUAD   -  NORTHGATE (1950)
 LM0019
 LM0019                         *CURRENT SURVEY CONTROL
 LM0019  ___________________________________________________________________
 LM0019* NAD 83(1986)-  40 52 54.     (N)    106 19 03.     (W)     SCALED    
 LM0019* NAVD 88     -      2400.320  (meters)    7875.05   (feet)  ADJUSTED  
 LM0019  ___________________________________________________________________
 LM0019  GEOID HEIGHT-         -11.57  (meters)                     GEOID03
 LM0019  DYNAMIC HT  -        2397.890 (meters)    7867.08  (feet)  COMP
 LM0019  MODELED GRAV-     979,525.4   (mgal)                       NAVD 88
 LM0019
 LM0019  VERT ORDER  -  FIRST     CLASS II
 LM0019
 LM0019.The horizontal coordinates were scaled from a topographic map and have
 LM0019.an estimated accuracy of +/- 6 seconds.
 LM0019
 LM0019.The orthometric height was determined by differential leveling
 LM0019.and adjusted by the National Geodetic Survey in June 1991..
 LM0019
 LM0019.The geoid height was determined by GEOID03.
 LM0019
 LM0019.The dynamic height is computed by dividing the NAVD 88
 LM0019.geopotential number by the normal gravity value computed on the
 LM0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0019.degrees latitude (g = 980.6199 gals.).
 LM0019
 LM0019.The modeled gravity was interpolated from observed gravity values.
 LM0019
 LM0019;                    North         East    Units  Estimated Accuracy
 LM0019;SPC CO N     -   477,040.      845,500.      MT  (+/- 180 meters Scaled)
 LM0019
 LM0019                          SUPERSEDED SURVEY CONTROL
 LM0019
 LM0019  NGVD 29 (??/??/92) 2398.989  (m)         7870.68   (f) ADJ UNCH    1 2
 LM0019
 LM0019.Superseded values are not recommended for survey control.
 LM0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0019.See file dsdata.txt to determine how the superseded data were derived.
 LM0019
 LM0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF889264(NAD 83)
 LM0019_MARKER: DB = BENCH MARK DISK
 LM0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0019_STAMPING: J 316 1956
 LM0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0019+STABILITY: SURFACE MOTION
 LM0019
 LM0019  HISTORY     - Date     Condition        Report By
 LM0019  HISTORY     - 1956     MONUMENTED       CGS
 LM0019
 LM0019                          STATION DESCRIPTION
 LM0019
 LM0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 LM0019'7.2 MI S FROM KINGS CANYON.
 LM0019'7.2 MILES SOUTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 LM0019'RAILROAD FROM THE STATION SIGN AT KINGS CANYON, 5 POLES NORTHEAST OF A
 LM0019'BRIDGE OVER THE CANADIAN RIVER, 48 FEET SOUTHEAST OF THE SOUTHEAST
 LM0019'RAIL, 26 FEET SOUTHEAST OF THE 3RD POLE NORTHEAST OF MILEPOST 81, 2.4
 LM0019'FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 LM0019'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN SECTION 36, TOWNSHIP 11
 LM0019'NORTH, RANGE 80 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0084 ***********************************************************************
 HL0084  DESIGNATION -  J 32
 HL0084  PID         -  HL0084
 HL0084  STATE/COUNTY-  CO/CONEJOS
 HL0084  USGS QUAD   -  ANTONITO (1967)
 HL0084
 HL0084                         *CURRENT SURVEY CONTROL
 HL0084  ___________________________________________________________________
 HL0084* NAD 83(1986)-  37 07 22.     (N)    106 00 04.     (W)     SCALED    
 HL0084* NAVD 88     -      2387.832  (meters)    7834.08   (feet)  ADJUSTED  
 HL0084  ___________________________________________________________________
 HL0084  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 HL0084  DYNAMIC HT  -        2384.643 (meters)    7823.62  (feet)  COMP
 HL0084  MODELED GRAV-     979,209.0   (mgal)                       NAVD 88
 HL0084
 HL0084  VERT ORDER  -  FIRST     CLASS II
 HL0084
 HL0084.The horizontal coordinates were scaled from a topographic map and have
 HL0084.an estimated accuracy of +/- 6 seconds.
 HL0084
 HL0084.The orthometric height was determined by differential leveling
 HL0084.and adjusted by the National Geodetic Survey in June 1991..
 HL0084
 HL0084.The geoid height was determined by GEOID03.
 HL0084
 HL0084.The dynamic height is computed by dividing the NAVD 88
 HL0084.geopotential number by the normal gravity value computed on the
 HL0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0084.degrees latitude (g = 980.6199 gals.).
 HL0084
 HL0084.The modeled gravity was interpolated from observed gravity values.
 HL0084
 HL0084;                    North         East    Units  Estimated Accuracy
 HL0084;SPC CO S     -   355,540.      869,870.      MT  (+/- 180 meters Scaled)
 HL0084
 HL0084                          SUPERSEDED SURVEY CONTROL
 HL0084
 HL0084  NGVD 29 (??/??/92) 2386.581  (m)         7829.97   (f) ADJ UNCH    1 2
 HL0084
 HL0084.Superseded values are not recommended for survey control.
 HL0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0084.See file dsdata.txt to determine how the superseded data were derived.
 HL0084
 HL0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB110089(NAD 83)
 HL0084_MARKER: DB = BENCH MARK DISK
 HL0084_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HL0084_STAMPING: 7829.974 J 32 1933
 HL0084_MARK LOGO: CGS   
 HL0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0084+STABILITY: SURFACE MOTION
 HL0084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HL0084+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 HL0084
 HL0084  HISTORY     - Date     Condition        Report By
 HL0084  HISTORY     - 1933     MONUMENTED       CGS
 HL0084  HISTORY     - 1984     GOOD             NGS
 HL0084  HISTORY     - 20040925 GOOD             GEOCAC
 HL0084
 HL0084                          STATION DESCRIPTION
 HL0084
 HL0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 HL0084'3.4 MI N FROM ANTONITO.
 HL0084'ABOUT 3.4 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 HL0084'FROM ANTONITO, CONEJOS COUNTY, ABOUT 3.6 MILES SOUTH OF ROMEO, ABOUT
 HL0084'30 FEET NORTH OF WOODEN BRIDGE 276.92, 62 FEET WEST OF THE CENTER LINE
 HL0084'OF THE TRACK, AT A DOUBLE 3- BY 5-FOOT CONCRETE HIGHWAY CULVERT, AND
 HL0084'IN THE TOP OF THE SOUTH END OF THE EAST HEAD WALL. A STANDARD DISK,
 HL0084'STAMPED 7829.974 J 32 1933.
 HL0084
 HL0084                          STATION RECOVERY (1984)
 HL0084
 HL0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HL0084'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  5.2 KM
 HL0084'(3.25 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE IN
 HL0084'ANTONITO, IN THE SOUTH END OF THE EAST CONCRETE HEADWALL OF A TWO
 HL0084'CHANNEL CULVERT, 128.0 M (419.9 FT) NORTH OF RAILROAD MILEPOST 277,
 HL0084'7.8 M (25.6 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 5.6 M
 HL0084'(18.4 FT) NORTH OF THE EXTENDED CENTER OF A GRAVEL ROAD LEADING WEST.
 HL0084'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 HL0084
 HL0084                          STATION RECOVERY (2004)
 HL0084
 HL0084'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 HL0084'RECOVERED IN GOOD CONDITION,SOUTH OF ROAD K CROSSING.  HANDHELD GPS
 HL0084'COORDINATES N37 07 22.4 W106 00 04.5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0674 ***********************************************************************
 LL0674  DESIGNATION -  J 320
 LL0674  PID         -  LL0674
 LL0674  STATE/COUNTY-  CO/BOULDER
 LL0674  USGS QUAD   -  HYGIENE (1979)
 LL0674
 LL0674                         *CURRENT SURVEY CONTROL
 LL0674  ___________________________________________________________________
 LL0674* NAD 83(1986)-  40 09 46.     (N)    105 09 17.     (W)     SCALED    
 LL0674* NAVD 88     -      1532.897  (meters)    5029.18   (feet)  POSTED    
 LL0674  ___________________________________________________________________
 LL0674  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 LL0674  DYNAMIC HT  -        1531.490 (meters)    5024.56  (feet)  COMP
 LL0674  MODELED GRAV-     979,652.8   (mgal)                       NAVD 88
 LL0674
 LL0674  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LL0674
 LL0674.This mark is at Vance Brand Airport (2V2)
 LL0674
 LL0674.The horizontal coordinates were scaled from a topographic map and have
 LL0674.an estimated accuracy of +/- 6 seconds.
 LL0674
 LL0674.The orthometric height was determined by differential leveling
 LL0674.and adjusted by the National Geodetic Survey in 1992..
 LL0674.No vertical observational check was made to the station.
 LL0674.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LL0674.was located on a no-check spur therefore a value was not computed.
 LL0674
 LL0674.Photographs are available for this station.
 LL0674
 LL0674.The geoid height was determined by GEOID03.
 LL0674
 LL0674.The dynamic height is computed by dividing the NAVD 88
 LL0674.geopotential number by the normal gravity value computed on the
 LL0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0674.degrees latitude (g = 980.6199 gals.).
 LL0674
 LL0674.The modeled gravity was interpolated from observed gravity values.
 LL0674
 LL0674;                    North         East    Units  Estimated Accuracy
 LL0674;SPC CO N     -   396,950.      943,820.      MT  (+/- 180 meters Scaled)
 LL0674
 LL0674                          SUPERSEDED SURVEY CONTROL
 LL0674
 LL0674  NGVD 29 (??/??/92) 1531.897  (m)         5025.90   (f) ADJ UNCH    2 0
 LL0674
 LL0674.Superseded values are not recommended for survey control.
 LL0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0674.See file dsdata.txt to determine how the superseded data were derived.
 LL0674
 LL0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE868458(NAD 83)
 LL0674_MARKER: DB = BENCH MARK DISK
 LL0674_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LL0674+WITH SETTING: PAVEMENT
 LL0674_STAMPING: J 320 1952
 LL0674_MARK LOGO: CGS   
 LL0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0674+STABILITY: SURFACE MOTION
 LL0674
 LL0674  HISTORY     - Date     Condition        Report By
 LL0674  HISTORY     - 1952     MONUMENTED       CGS
 LL0674  HISTORY     - 1983     GOOD             NGS
 LL0674  HISTORY     - 1984     GOOD             NGS
 LL0674  HISTORY     - 19971002 MARK NOT FOUND   USPSQD
 LL0674  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL0674
 LL0674                          STATION DESCRIPTION
 LL0674
 LL0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0674'3.2 MI SE FROM HYGIENE.
 LL0674'1.35 MILES EAST ALONG STATE HIGHWAY 379 FROM THE POST OFFICE
 LL0674'AT LYONS, THENCE 1.75 MILES SOUTH ALONG A GRAVELED ROAD, THENCE
 LL0674'0.05 MILE WEST ALONG A DIRT ROAD, 150 FEET SOUTHEAST OF THE
 LL0674'NORTHEAST CORNER OF THE MAIN HANGAR AT THE LONGMONT MUNICIPAL
 LL0674'AIRPORT, 31 FEET SOUTH OF THE CENTER LINE OF THE ENTRANCE ROAD
 LL0674'TO THE AIRPORT, SET IN THE TOP OF THE CENTER OF THE NORTHEAST
 LL0674'CONCRETE FOUNDATION OF A SIGNAL LIGHT.
 LL0674
 LL0674                          STATION RECOVERY (1983)
 LL0674
 LL0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0674'CHANGE: FROM HYGIENE NOT LYONS AND THE DIRT ROAD IS NOW PAVED AND
 LL0674'CALLED AIRPORT ROAD.
 LL0674
 LL0674                          STATION RECOVERY (1984)
 LL0674
 LL0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0674'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO.
 LL0674
 LL0674                          STATION RECOVERY (1997)
 LL0674
 LL0674'RECOVERY NOTE BY US POWER SQUADRON 1997
 LL0674'MARK NOT FOUND.
 LL0674
 LL0674                          STATION RECOVERY (2001)
 LL0674
 LL0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0674'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1421 ***********************************************************************
 LL1421  SACS        -  This is a Secondary Airport Control Station.
 LL1421  DESIGNATION -  J 320 RESET
 LL1421  PID         -  LL1421
 LL1421  STATE/COUNTY-  CO/BOULDER
 LL1421  USGS QUAD   -  HYGIENE (1979)
 LL1421
 LL1421                         *CURRENT SURVEY CONTROL
 LL1421  ___________________________________________________________________
 LL1421* NAD 83(1992)-  40 09 42.73523(N)    105 09 26.78486(W)     ADJUSTED  
 LL1421* NAVD 88     -      1533.40   (meters)    5030.8    (feet)  GPS OBS   
 LL1421  ___________________________________________________________________
 LL1421  X           -  -1,276,584.647 (meters)                     COMP
 LL1421  Y           -  -4,712,444.100 (meters)                     COMP
 LL1421  Z           -   4,092,716.123 (meters)                     COMP
 LL1421  LAPLACE CORR-         -14.90  (seconds)                    DEFLEC99
 LL1421  ELLIP HEIGHT-        1516.97  (meters)          (10/21/02) GPS OBS
 LL1421  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 LL1421
 LL1421  HORZ ORDER  -  FIRST
 LL1421  VERT ORDER  -  THIRD (See Below)
 LL1421  ELLP ORDER  -  FIFTH     CLASS I
 LL1421
 LL1421.This mark is at Vance Brand Airport (2V2)
 LL1421
 LL1421.The horizontal coordinates were established by GPS observations
 LL1421.and adjusted by the National Geodetic Survey in June 2000..
 LL1421
 LL1421.The orthometric height was determined by GPS observations and a
 LL1421.high-resolution geoid model.
 LL1421
 LL1421.GPS derived orthometric heights for airport stations designated as
 LL1421.PACS or SACS are published to 2 decimal places.  This maintains
 LL1421.centimeter relative accuracy between the PACS and SACS.  It does
 LL1421.not indicate centimeter accuracy relative to other marks which are
 LL1421.part of the NAVD 88 network.
 LL1421.The vertical order pertains to the NGVD 29 superseded value.
 LL1421
 LL1421.Photographs are available for this station.
 LL1421
 LL1421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1421
 LL1421.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1421
 LL1421.The ellipsoidal height was determined by GPS observations
 LL1421.and is referenced to NAD 83.
 LL1421
 LL1421.The geoid height was determined by GEOID03.
 LL1421
 LL1421;                    North         East     Units Scale Factor Converg.
 LL1421;SPC CO N     -   396,849.674   943,583.841   MT  0.99995804   +0 13 16.8
 LL1421;SPC CO N     - 1,301,997.64  3,095,741.32   sFT  0.99995804   +0 13 16.8
 LL1421;UTM  13      - 4,445,735.437   486,592.733   MT  0.99960221   -0 06 05.5
 LL1421
 LL1421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1421!SPC CO N     -   0.99976208  x   0.99995804  =   0.99972013
 LL1421!UTM  13      -   0.99976208  x   0.99960221  =   0.99936439
 LL1421
 LL1421:                Primary Azimuth Mark                     Grid Az
 LL1421:SPC CO N     -  LONGMONT SUNSET PARK TANK                072 29 07.7
 LL1421:UTM  13      -  LONGMONT SUNSET PARK TANK                072 48 30.0
 LL1421
 LL1421|---------------------------------------------------------------------|
 LL1421| PID    Reference Object                     Distance      Geod. Az  |
 LL1421|                                                           dddmmss.s |
 LL1421| LL1430 LONGMONT SUNSET PARK TANK           APPROX. 3.1 KM 0724224.5 |
 LL1421| CR8256 J 320 RESET RM 1                     14.391 METERS 08417     |
 LL1421| CR8257 J 320 RESET RM 2                     14.102 METERS 17055     |
 LL1421| LL1435 NIWOT PINK TANK                     APPROX. 7.8 KM 1753336.6 |
 LL1421| LL1422 J 320 RESET AZ MK                   APPROX. 1.0 KM 3020100.6 |
 LL1421|---------------------------------------------------------------------|
 LL1421
 LL1421                          SUPERSEDED SURVEY CONTROL
 LL1421
 LL1421  ELLIP H (06/30/00) 1516.99   (m)                       GP(       ) 1 1
 LL1421  NAD 83(1992)-  40 09 42.73146(N)    105 09 26.79229(W) AD(       ) 1
 LL1421  ELLIP H (01/07/93) 1517.01   (m)                       GP(       ) 4 2
 LL1421  NAD 83(1986)-  40 09 42.72157(N)    105 09 26.79624(W) AD(       ) 1
 LL1421  NGVD 29 (03/28/06) 1532.43   (m)         5027.6    (f) RESET       3  
 LL1421
 LL1421.Superseded values are not recommended for survey control.
 LL1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1421.See file dsdata.txt to determine how the superseded data were derived.
 LL1421
 LL1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE8659345735(NAD 83)
 LL1421_MARKER: I = METAL ROD
 LL1421_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1421_SP_SET: STAINLESS STEEL ROD
 LL1421_STAMPING: J 320 RESET 1984
 LL1421_MARK LOGO: NGS   
 LL1421_PROJECTION: FLUSH
 LL1421_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL1421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1421+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1999
 LL1421_ROD/PIPE-DEPTH: 4.9  meters
 LL1421
 LL1421  HISTORY     - Date     Condition        Report By
 LL1421  HISTORY     - 1984     MONUMENTED       NGS
 LL1421  HISTORY     - 1985     GOOD             NGS
 LL1421  HISTORY     - 19860805 GOOD
 LL1421  HISTORY     - 19911113 GOOD             NGS
 LL1421  HISTORY     - 19990409 GOOD             NGS
 LL1421
 LL1421                          STATION DESCRIPTION
 LL1421
 LL1421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 LL1421'THE STATION IS LOCATED ABOUT 19.3 KM (12 MI) NORTHEAST OF BOULDER,
 LL1421'12.1 KM (7.5 MI) SOUTHEAST OF LYONS, 4.8 KM (3 MI) WEST OF LONGMONT
 LL1421'AND ON THE GROUNDS OF THE LONGMONT MUNICIPAL AIRPORT.
 LL1421'OWNERSHIP--CITY OF LONGMONT, DEPT. OF COMMUNITY DEVELOPMENT, 408 3RD
 LL1421'AVENUE, LONGMONT, CO. 80501.   R. ROBERT KENNY, CITY AIRPORT
 LL1421'MANAGER.  TELEPHONE---303-776-6050 EXT. 323.
 LL1421'
 LL1421'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 287 AND
 LL1421'COLORADO STATE HIGHWAY 66 IN NORTH LONGMONT, GO SOUTH ON U.S.
 LL1421'HIGHWAY 287, MAIN STREET, FOR 1.6 KM (1.0 MI) TO THE INTERSECTION
 LL1421'OF 17TH AVENUE.  TURN RIGHT, WEST, ON 17TH AVENUE FOR 4.4 KM
 LL1421'(2.75 MI) TO A SIDE ROAD LEFT, AIRPORT ROAD.  TURN LEFT, SOUTH, FOR
 LL1421'2.8 KM (1.75 MI) TO THE ENTRANCE TO THE LONGMONT MUNICIPAL AIRPORT.
 LL1421'TURN RIGHT, WEST, FOR 0.6 KM (0.4 MI) TO THE PARKING LOT FOR JUDSON
 LL1421'FLYING SERVICE AND A GATE TO THE FIELD STRAIGHT AHEAD.  PARK HERE
 LL1421'AND NOTIFY THE OFFICE OF WORK TO BE DONE IN THE AREA BETWEEN THE
 LL1421'RUNWAY AND THE TAXIWAY.  PASS THROUGH THE GATE AND DRIVE SOUTH
 LL1421'ACROSS THE PARKING AREA FOR 0.2 KM (0.1 MI) TO AN EAST-WEST TAXIWAY.
 LL1421'TURN LEFT, EAST, ON THE TAXIWAY FOR 0.2 KM (0.15 MI) TO THE STATION
 LL1421'MARK ON THE RIGHT IN THE GRASS BETWEEN THE RUNWAY AND THE TAXIWAY.
 LL1421'
 LL1421'THE STATION MARK IS A STANDARD NGS ROD MARK STAMPED---J 320 RESET
 LL1421'1984---THE STATION MARK IS A FLANGE-ENCASED STAINLESS STEEL ROD.
 LL1421'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP, THE ROD IS
 LL1421'SET TO THE DEPTH OF 4.9 M (16 FT) AND IS FLUSH WITH THE GROUND.
 LL1421'LOCATED 220.7 M (724 FT) NORTHWEST FROM THE CENTER OF THE
 LL1421'SOUTHEASTERN END OF THE TAXIWAY LOOP, 42.7 M (155 FT) NORTHEAST FROM
 LL1421'THE CENTERLINE OF THE RUNWAY, 29.9 M (98 FT) SOUTHWEST FROM THE
 LL1421'CENTER OF THE TAXIWAY, 1.2 M (4 FT) EAST-SOUTHEAST FROM A WITNESS
 LL1421'POST AND 1.2 M (4 FT) WEST-NORTHWEST FROM A WITNESS POST.
 LL1421'
 LL1421'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK STAMPED---J 320 RESET
 LL1421'1984 NO 1 1985---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 LL1421'(12-IN) IN DIAMETER AND FLUSH WITH THE GROUND.  LOCATED 56.1 M
 LL1421'(184 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE RUNWAY, 20.4 M
 LL1421'(67 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE TAXIWAY, 13.4 M
 LL1421'(44 FT) EAST-NORTHEAST FR0M THE EASTERN ONE OF TWO WITNESS POST AND
 LL1421'LEVEL WITH THE STATION.
 LL1421'
 LL1421'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 LL1421'STAMPED---J 320 RESET 1984 NO 2 1985---,
 LL1421'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LL1421'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LL1421'40.2 METERS (132 FT) SOUTH-SOUTHWEST FROM THE CENTER OF THE TAXIWAY,
 LL1421'36.6 METERS (120 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE
 LL1421'RUNWAY,
 LL1421'13.4 METERS (44 FT) SOUTH FROM THE EASTERN ONE OF TWO WITNESS POSTS
 LL1421'MARK IS LEVEL WITH THE STATION.
 LL1421
 LL1421                          STATION RECOVERY (1986)
 LL1421
 LL1421'RECOVERED 1986
 LL1421'RECOVERED IN GOOD CONDITION.
 LL1421
 LL1421                          STATION RECOVERY (1991)
 LL1421
 LL1421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LL1421'STATION IS LOCATED ABOUT 6 KM (3.7 MI) WEST OF LONGMONT, AT THE VANCE
 LL1421'BRAND AIRPORT, IN THE GRASS MEDIAN BETWEEN THE RUNWAY AND TAXI AND
 LL1421'135 M (442.9 FT) NORTHWEST FROM THE END OF RUNWAY 29. OWNERSHIP--CITY
 LL1421'OF LONGMONT, VANCE BRAND AIRPORT, LONGMONT, CO 80504.  AIRPORT
 LL1421'MANAGER IS REID WALKER, PHONE 303-651-8431 OR 678-9786.
 LL1421'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 287 AND STATE HIGHWAY 66,
 LL1421'ABOUTH 4 KM (2.5 MI) NORTH OF THE BUSINESS DISTRICT IN LONGMONT, GO
 LL1421'WEST ON HIGHWAY 66 FOR 2.42 KM (1.50 MI) TO A CROSSROAD.  TURN LEFT,
 LL1421'SOUTH, ON HOVER STREET FOR 3.87 KM (2.40 MI) TO A RAILROAD CROSSING.
 LL1421'CONTINUE SOUTH ON HOVER STREET FOR 0.78 KM (0.48 MI) TO A PAVED ROAD
 LL1421'RIGHT.  TURN RIGHT, WEST, ON ROGERS ROAD FOR 1.91 KM (1.19 MI) TO A
 LL1421'T-ROAD.  TURN RIGHT, NORTH, ON AIRPORT ROAD FOR 0.38 KM (0.24 MI) TO
 LL1421'THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, NORTHWESTERLY, ON
 LL1421'ENTRANCE ROAD FOR 0.06 KM (0.04 MI) TO A ROAD LEFT.  BEAR LEFT,
 LL1421'PASSING TO THE LEFT OF BEACON TOWER, PASS THROUGH GATE AND GO
 LL1421'NORTHWEST ON APRON FOR 0.1 KM (0.1 MI) TO THE MANAGERS OFICE ON THE
 LL1421'RIGHT. BEAR LEFT, WEST, ON RAMP BETWEEN HANGARS FOR 0.32 KM
 LL1421'(0.20 MI) TO THE TAXI. TURN SHARP LEFT, SOUTHEAST, ON TAXI FOR 0.35
 LL1421'KM (0.22 MI) TO THE STATION ON THE RIGHT.
 LL1421'STATION MARK IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD
 LL1421'ENCASED IN A 12.7 CM PVC PIPE WITH LOGO CAP SURROUNDED BY CONCRETE
 LL1421'FLUSH WITH THE GROUND.  IT IS 37.8 M (124.0 FT) NORTHEAST FROM THE
 LL1421'NORTHEAST EDGE OF RUNWAY 11-29, 23.2 M (76.1 FT) SOUTHWEST FROM THE
 LL1421'SOUTHWEST EDGE OF THE TAXI, 1.2 M (3.9 FT) NORTHWEST FROM A
 LL1421'FIBERGLASS WITNESS POST AND 1.1 M (3.6 FT) SOUTHEAST FROM A
 LL1421'FIBERGLASS WITNESS POST.
 LL1421
 LL1421                          STATION RECOVERY (1999)
 LL1421
 LL1421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 LL1421'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTHEAST OF LYONS, 3.5
 LL1421'MI (5.6 KM) SOUTHWEST OF LONGMONT AND AT THE VENCE BRAND-LONGMONT
 LL1421'AIRPORT, IN THE SOUTHEAST 1/4 OF SECTION 6, T 2 N, R 69 W.  ACCESS TO
 LL1421'THE AIRPORT IS CONTROLLED.  PERMISSION TO USE THIS STATION MUST BE
 LL1421'OBTAINED FROM THE AIRPORT MANAGER.  OWNERSHIP--CITY OF LONGMONT VANCE
 LL1421'BRAND MUNICIPAL AIRPORT, MR.  TIM BARTH, 375 AIRPORT ROAD, LONGMONT,
 LL1421'CO 80503.  TELEPHONE-303-651-8431
 LL1421'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 287 AND
 LL1421'9TH AVENUE IN LONGMONT, GO WEST ON 9TH AVENUE FOR 1.75 MI (2.82 KM) TO
 LL1421'THE INTERSECTION OF AIRPORT ROAD.  TURN LEFT, SOUTH, ON AIRPORT ROAD
 LL1421'FOR 0.75 MI (1.21 KM) TO THE ENTRANCE OF VANCE BRAND MUNICIPAL
 LL1421'AIRPORT.  TURN RIGHT, NORTHWEST, ON THE ENTRANCE ROAD FOR 0.4 MI (0.6
 LL1421'KM) TO THE PARKING LOT FOR THE AIR WEST FLIGHT CENTER AND APRON
 LL1421'ENTRANCE.  CONTACT THE AIRPORT MANAGER FOR ACCESS TO THE FLIGHT
 LL1421'OPERATIONS AREA.  PASS THROUGH THE GATE, SOUTH ACROSS THE APRON, FOR
 LL1421'0.1 MI (0.2 KM) TO THE TAXIWAY.  TURN LEFT, SOUTHEAST, ALONG THE
 LL1421'TAXIWAY FOR 0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT IN A GRASSY
 LL1421'AREA BETWEEN THE TAXIWAY AND THE RUNWAY
 LL1421'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 4.9 M (16.1 FT) LONG
 LL1421'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCLOSED IN A 5-INCH PVC PIPE
 LL1421'WITH LOGO LID, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.
 LL1421'IT IS 37.8 M (124.0 FT) NORTHEAST FROM THE NORTHEAST EDGE OF PAVEMENT
 LL1421'FOR RUNWAY 11-29, 23.2 M (76.1 FT) SOUTHWEST FROM THE SOUTHWEST EDGE
 LL1421'OF PAVEMENT FOR THE TAXIWAY, 1.2 M (3.9 FT) NORTHWEST FROM A WITNESS
 LL1421'POST AND 1.1 M (3.6 FT) SOUTHEAST FROM A WITNESS POST.  THE STATION IS
 LL1421'14.391 M (47.214 FT) WEST FROM REFERENCE MARK NUMBER 1 AND 14.102 M
 LL1421'(46.266 FT) NORTH FROM REFERENCE MARK NUMBER 2 AND BOTH MARKS WERE
 LL1421'RECOVERED AT THIS TIME.  THIS STATION IS DESIGNATED AS A SECONDARY
 LL1421'AIRPORT CONTROL STATION FOR THE ANA PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1422 ***********************************************************************
 LL1422  SACS        -  This is a Secondary Airport Control Station.
 LL1422  DESIGNATION -  J 320 RESET AZ MK
 LL1422  PID         -  LL1422
 LL1422  STATE/COUNTY-  CO/BOULDER
 LL1422  USGS QUAD   -  HYGIENE (1979)
 LL1422
 LL1422                         *CURRENT SURVEY CONTROL
 LL1422  ___________________________________________________________________
 LL1422* NAD 83(1992)-  40 09 59.12551(N)    105 10 00.95540(W)     ADJUSTED  
 LL1422* NAVD 88     -      1538.64   (meters)    5048.0    (feet)  GPS OBS   
 LL1422  ___________________________________________________________________
 LL1422  X           -  -1,277,281.044 (meters)                     COMP
 LL1422  Y           -  -4,711,921.695 (meters)                     COMP
 LL1422  Z           -   4,093,105.980 (meters)                     COMP
 LL1422  LAPLACE CORR-         -15.41  (seconds)                    DEFLEC99
 LL1422  ELLIP HEIGHT-        1522.29  (meters)          (10/21/02) GPS OBS
 LL1422  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 LL1422
 LL1422  HORZ ORDER  -  FIRST
 LL1422  ELLP ORDER  -  FIFTH     CLASS I
 LL1422
 LL1422.This mark is at Vance Brand Airport (2V2)
 LL1422
 LL1422.The horizontal coordinates were established by GPS observations
 LL1422.and adjusted by the National Geodetic Survey in June 2000..
 LL1422
 LL1422.The orthometric height was determined by GPS observations and a
 LL1422.high-resolution geoid model.
 LL1422
 LL1422.GPS derived orthometric heights for airport stations designated as
 LL1422.PACS or SACS are published to 2 decimal places.  This maintains
 LL1422.centimeter relative accuracy between the PACS and SACS.  It does
 LL1422.not indicate centimeter accuracy relative to other marks which are
 LL1422.part of the NAVD 88 network.
 LL1422
 LL1422.Photographs are available for this station.
 LL1422
 LL1422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1422
 LL1422.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1422
 LL1422.The ellipsoidal height was determined by GPS observations
 LL1422.and is referenced to NAD 83.
 LL1422
 LL1422.The geoid height was determined by GEOID03.
 LL1422
 LL1422;                    North         East     Units Scale Factor Converg.
 LL1422;SPC CO N     -   397,352.108   942,773.356   MT  0.99995792   +0 12 54.7
 LL1422;SPC CO N     - 1,303,646.04  3,093,082.25   sFT  0.99995792   +0 12 54.7
 LL1422;UTM  13      - 4,446,242.250   485,785.380   MT  0.99960249   -0 06 27.6
 LL1422
 LL1422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1422!SPC CO N     -   0.99976125  x   0.99995792  =   0.99971918
 LL1422!UTM  13      -   0.99976125  x   0.99960249  =   0.99936383
 LL1422
 LL1422:                Primary Azimuth Mark                     Grid Az
 LL1422:SPC CO N     -  2V2 A                                    113 24 20.4
 LL1422:UTM  13      -  2V2 A                                    113 43 42.7
 LL1422
 LL1422|---------------------------------------------------------------------|
 LL1422| PID    Reference Object                     Distance      Geod. Az  |
 LL1422|                                                           dddmmss.s |
 LL1422| AI5918 2V2 A                               474.639 METERS 1133715.1 |
 LL1422| LL1421 J 320 RESET                         APPROX. 1.0 KM 1220038.6 |
 LL1422|---------------------------------------------------------------------|
 LL1422
 LL1422                          SUPERSEDED SURVEY CONTROL
 LL1422
 LL1422  ELLIP H (06/30/00) 1522.31   (m)                       GP(       ) 1 1
 LL1422  NAD 83(1992)-  40 09 59.12202(N)    105 10 00.96325(W) AD(       ) 2
 LL1422  ELLIP H (01/07/93) 1522.33   (m)                       GP(       ) 4 2
 LL1422  NAD 83(1986)-  40 09 59.11160(N)    105 10 00.96738(W) AD(       ) 2
 LL1422  NGVD 29 (01/20/89) 1538.     (m)         5046.     (f) VERT ANG       
 LL1422
 LL1422.Superseded values are not recommended for survey control.
 LL1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1422.See file dsdata.txt to determine how the superseded data were derived.
 LL1422
 LL1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE8578546242(NAD 83)
 LL1422_MARKER: DZ = AZIMUTH MARK DISK
 LL1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1422_SP_SET: POST
 LL1422_STAMPING: J 320 RESET 1984
 LL1422_MARK LOGO: NGS   
 LL1422_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1422+STABILITY: SURFACE MOTION
 LL1422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1422+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1999
 LL1422
 LL1422  HISTORY     - Date     Condition        Report By
 LL1422  HISTORY     - 1984     MONUMENTED       NGS
 LL1422  HISTORY     - 1985     GOOD             NGS
 LL1422  HISTORY     - 19911113 GOOD             NGS
 LL1422  HISTORY     - 19971002 MARK NOT FOUND   USPSQD
 LL1422  HISTORY     - 19990409 GOOD             NGS
 LL1422  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL1422
 LL1422                          STATION DESCRIPTION
 LL1422
 LL1422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 LL1422'THE STATION IS LOCATED ABOUT 10.6 KM (6.6 MI) SOUTHEAST OF LYONS,
 LL1422'7.4 KM (4.6 MI) NORTH OF NIWOT, 5.6 KM (3.5 MI) WEST OF LONGMONT
 LL1422'ON THE GROUNDS OF THE LONGMONT MINICIPAL AIRPORT.
 LL1422'OWNERSHIP--CITY OF LONGMONT, DEPT. OF COMMUNITY DEVELOPMENT, 408 3RD
 LL1422'AVENUE, LONGMONT, CO. 80501.   MR. ROBERT KENNY, CITY AIRPORT
 LL1422'MANAGER.  TELEPHONE---303-776-6050.
 LL1422'
 LL1422'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF U.S. HIGHWAY 287
 LL1422'AND STATE HIGHWAY 66 IN NORTH LONGMONT, GO SOUTH ON U.S. HIGHWAY
 LL1422'287, MAIN STREET, FOR 1.6 KM (1.0 MI) TO THE INTERSECTION OF 17TH
 LL1422'AVENUE.  TURN RIGHT, WEST, ON 17TH AVENUE FOR 4.4 KM (2.75 MI) TO
 LL1422'A SIDE ROAD LEFT, AIRPORT ROAD.  TURN LEFT, SOUTH, FOR 2.8 KM
 LL1422'(1.75 MI) TO THE ENTRANCE TO THE LONGMONT MUNICIPAL AIRPORT.  TURN
 LL1422'RIGHT, WEST, FOR 0.6 KM (0.4 MI) TO THE PARKING LOT FOR JUDSON
 LL1422'FLYING SERVICE AND A GATE TO THE FIELD STRAIGHT AHEAD.  PARK HERE
 LL1422'AND NOTIFY THE OFFICE OF WORK TO BE DONE IN THE AREA BETWEEN THE
 LL1422'RUNWAY AND THE TAXIWAY.  PASS THROUGH THE GATE AND DRIVE SOUTH
 LL1422'ACROSS THE PARKING AREA FOR O.2 KM (0.1 MI) TO AN EAST-WEST TAXIWAY.
 LL1422'TURN RIGHT, WEST, ON THE TAXIWAY FOR 0.8 KM (0.5 MI) TO THE AZIMUTH
 LL1422'MARK ON THE RIGHT.
 LL1422'
 LL1422'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK STAMPED---J 320 RESET
 LL1422'1984 1985---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM
 LL1422'(12-IN) IN DIAMETER AND FLUSH WITH THE GROUND.  LOCATED 74.4 M
 LL1422'(244 FT) EAST-SOUTHEAST FROM THE CENTER OF THE WESTERN END OF THE
 LL1422'TAXIWAY, 39.6 M (130 FT) SOUTH-SOUTHWEST FROM THE CENTERLINE OF THE
 LL1422'TAXIWAY, 36.6 M (120 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF THE
 LL1422'RUNWAY AND 0.9 M (3 FT) EAST-SOUTHEAST FROM A WITNESS POST.
 LL1422
 LL1422                          STATION RECOVERY (1991)
 LL1422
 LL1422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LL1422'STATION IS LOCATED ABOUT 6 KM (3.7 MI) WEST OF LONGMONT, AT THE VANCE
 LL1422'BRAND AIRPORT, IN THE GRASS MEDIAN BETWEEN THE RUNWAY AND TAXI AND
 LL1422'0.37 KM (0.23 MI) SOUTHEAST FROM THE END OF RUNWAY 11.
 LL1422'OWNERSHIP--CITY OF LONGMONT, VANCE BRAND AIRPORT, LONGMONT, CO 80504.
 LL1422'AIRPORT MANAGER IS REID WALKER, PHONE 303-651-8431 OR 678-9786.
 LL1422'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 287 AND STATE HIGHWAY 66,
 LL1422'ABOUTH 4 KM (2.5 MI) NORTH OF THE BUSINESS DISTRICT IN LONGMONT, GO
 LL1422'WEST ON HIGHWAY 66 FOR 2.42 KM (1.50 MI) TO A CROSSROAD.  TURN LEFT,
 LL1422'SOUTH, ON HOVER STREET FOR 3.87 KM (2.40 MI) TO A RAILROAD CROSSING.
 LL1422'CONTINUE SOUTH ON HOVER STREET FOR 0.78 KM (0.48 MI) TO A PAVED ROAD
 LL1422'RIGHT.  TURN RIGHT, WEST, ON ROGERS ROAD FOR 1.91 KM (1.19 MI) TO A
 LL1422'T-ROAD.  TURN RIGHT, NORTH, ON AIRPORT ROAD FOR 0.38 KM (0.24 MI) TO
 LL1422'THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, NORTHWESTERLY, ON
 LL1422'ENTRANCE ROAD FOR 0.06 KM (0.04 MI) TO A ROAD LEFT.  BEAR LEFT,
 LL1422'PASSING TO THE LEFT OF BEACON TOWER, PASS THROUGH GATE AND GO
 LL1422'NORTHWEST ON APRON FOR 0.1 KM (0.1 MI) TO THE MANAGERS OFICE ON THE
 LL1422'RIGHT. BEAR LEFT, WEST, ON RAMP BETWEEN HANGARS FOR 0.32 KM
 LL1422'(0.20 MI) TO THE TAXI. TURN RIGHT, NORTHWEST, ON TAXI FOR 0.6 KM
 LL1422'(0.4 MI) TO THE STATION ON THE LEFT.
 LL1422'STATION MARK IS SET IN TOP OF A 30 CM ROUND CONCRETE POST RECESSED 1
 LL1422'CM BELOW GROUND. IT IS 27.5 NORTHEAST FROM THE NORTHEAST EDGE OF
 LL1422'RUNWAY 11-29, 33.4 M (109.6 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF
 LL1422'THE TAXI, 42.2 M (138.5 FT) NORTHWEST FROM THE NORTHWEST EDGE OF A
 LL1422'RAMP CONNECTOR AND 1.0 M (3.3 FT) SOUTHEAST FROM A FIBERGLASS WITNESS
 LL1422'POST.
 LL1422
 LL1422                          STATION RECOVERY (1997)
 LL1422
 LL1422'RECOVERY NOTE BY US POWER SQUADRON 1997
 LL1422'MARK NOT FOUND.
 LL1422
 LL1422                          STATION RECOVERY (1999)
 LL1422
 LL1422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 LL1422'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTHEAST OF LYONS, 3.5
 LL1422'MI (5.6 KM) SOUTHWEST OF LONGMONT AND AT THE VENCE BRAND-LONGMONT
 LL1422'MUNICIPAL AIRPORT, IN THE SOUTHEAST 1/4 OF SECTION 6, T 2 N, R 69 W.
 LL1422'ACCESS TO THE AIRPORT IS CONTROLLED.  PERMISSION TO USE THIS STATION
 LL1422'MUST BE OBTAINED FROM THE AIRPORT MANAGER.  OWNERSHIP--CITY OF
 LL1422'LONGMONT VANCE BRAND MUNICIPAL AIRPORT, MR.  TIM BARTH, 375 AIRPORT
 LL1422'ROAD, LONGMONT, CO 80503.  TELEPHONE-303-651-8431
 LL1422'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 287 AND
 LL1422'9TH AVENUE IN LONGMONT, GO WEST ON 9TH AVENUE FOR 1.75 MI (2.82 KM) TO
 LL1422'THE INTERSECTION OF AIRPORT ROAD.  TURN LEFT, SOUTH, ON AIRPORT ROAD
 LL1422'FOR 0.75 MI (1.21 KM) TO THE ENTRANCE OF VANCE BRAND MUNICIPAL
 LL1422'AIRPORT.  TURN RIGHT, NORTHWEST, ON THE ENTRANCE ROAD FOR 0.4 MI (0.6
 LL1422'KM) TO THE PARKING LOT FOR THE AIR WEST FLIGHT CENTER AND APRON
 LL1422'ENTRANCE.  CONTACT THE AIRPORT MANAGER FOR ACCESS TO THE FLIGHT
 LL1422'OPERATIONS AREA.  PASS THROUGH THE GATE, SOUTH ACROSS THE APRON, FOR
 LL1422'0.1 MI (0.2 KM) TO THE TAXIWAY.  TURN RIGHT, NORTHWEST, ALONG THE
 LL1422'TAXIWAY FOR 0.4 MI (0.6 KM) TO THE STATION ON THE LEFT IN A GRASSY
 LL1422'AREA BETWEEN THE TAXIWAY AND THE RUNWAY
 LL1422'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 LL1422'POST RECESSED 1 CM BELOW THE GROUND.  IT IS 42.2 M (138.5 FT)
 LL1422'NORTHWEST FROM THE NORTHWEST EDGE OF PAVEMENT FOR RAMP CONNECTOR A-3,
 LL1422'39.8 M (130.6 FT) SOUTHWEST FROM THE TOP CENTER OF SIGN--A/A3--, 33.4
 LL1422'M (109.6 FT) SOUTHWEST FROM THE SOUTHWEST EDGE OF PAVEMENT FOR TAXIWAY
 LL1422'A, 27.5 M (90.2 FT) NORTHEAST FROM THE NORTHEAST EDGE OF PAVEMENT FOR
 LL1422'RUNWAY 11-29 AND 1.0 M (3.3 FT) SOUTHEAST FROM A WITNESS POST.  THIS
 LL1422'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION FOR THE
 LL1422'ANA PROJECT.
 LL1422
 LL1422                          STATION RECOVERY (2001)
 LL1422
 LL1422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL1422'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0701 ***********************************************************************
 LL0701  DESIGNATION -  J 321
 LL0701  PID         -  LL0701
 LL0701  STATE/COUNTY-  CO/BOULDER
 LL0701  USGS QUAD   -  BOULDER (1979)
 LL0701
 LL0701                         *CURRENT SURVEY CONTROL
 LL0701  ___________________________________________________________________
 LL0701* NAD 83(1986)-  40 00 53.     (N)    105 16 46.     (W)     SCALED    
 LL0701* NAVD 88     -      1629.670  (meters)    5346.68   (feet)  ADJUSTED  
 LL0701  ___________________________________________________________________
 LL0701  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 LL0701  DYNAMIC HT  -        1628.107 (meters)    5341.55  (feet)  COMP
 LL0701  MODELED GRAV-     979,610.3   (mgal)                       NAVD 88
 LL0701
 LL0701  VERT ORDER  -  FIRST     CLASS II
 LL0701
 LL0701.The horizontal coordinates were scaled from a topographic map and have
 LL0701.an estimated accuracy of +/- 6 seconds.
 LL0701
 LL0701.The orthometric height was determined by differential leveling
 LL0701.and adjusted by the National Geodetic Survey in June 1991..
 LL0701
 LL0701.The geoid height was determined by GEOID03.
 LL0701
 LL0701.The dynamic height is computed by dividing the NAVD 88
 LL0701.geopotential number by the normal gravity value computed on the
 LL0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0701.degrees latitude (g = 980.6199 gals.).
 LL0701
 LL0701.The modeled gravity was interpolated from observed gravity values.
 LL0701
 LL0701;                    North         East    Units  Estimated Accuracy
 LL0701;SPC CO N     -   380,480.      933,230.      MT  (+/- 180 meters Scaled)
 LL0701
 LL0701                          SUPERSEDED SURVEY CONTROL
 LL0701
 LL0701  NGVD 29 (??/??/??) 1628.715  (m)         5343.54   (f) ADJUSTED    1 2
 LL0701
 LL0701.Superseded values are not recommended for survey control.
 LL0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0701.See file dsdata.txt to determine how the superseded data were derived.
 LL0701
 LL0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE761294(NAD 83)
 LL0701_MARKER: DB = BENCH MARK DISK
 LL0701_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LL0701_STAMPING: J 321 1952
 LL0701_MARK LOGO: CGS   
 LL0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0701+STABILITY: SURFACE MOTION
 LL0701
 LL0701  HISTORY     - Date     Condition        Report By
 LL0701  HISTORY     - 1952     MONUMENTED       CGS
 LL0701  HISTORY     - 1967     GOOD             NGS
 LL0701  HISTORY     - 1982     GOOD             NGS
 LL0701  HISTORY     - 1984     GOOD             NGS
 LL0701  HISTORY     - 19980928 GOOD             USPSQD
 LL0701  HISTORY     - 20010331 GOOD             NGS
 LL0701  HISTORY     - 20020910 GOOD             USPSQD
 LL0701
 LL0701                          STATION DESCRIPTION
 LL0701
 LL0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LL0701'AT BOULDER.
 LL0701'AT BOULDER, 0.1 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAYS 7
 LL0701'AND 93, 0.1 MILE SOUTH OF THE COLORADO AND SOUTHERN RAILROAD STATION,
 LL0701'40 FEET EAST OF THE NORTHEAST CORNER OF A CONCRETE BRIDGE OVER
 LL0701'MIDDLE BOULDER CREEK, SET IN THE TOP OF THE NORTHWEST END OF THE
 LL0701'CONCRETE GAGE GATE OF AN IRRIGATION CANAL, 70 FEET NORTHEAST OF THE
 LL0701'CENTER LINE OF STATE HIGHWAY 7.
 LL0701
 LL0701                          STATION RECOVERY (1982)
 LL0701
 LL0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 LL0701'RECOVERED IN GOOD CONDITION.
 LL0701
 LL0701                          STATION RECOVERY (1984)
 LL0701
 LL0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0701'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 LL0701'109.0 METERS (357.6 FT) NORTH OF THE CENTERLINE OF ARAPAHOE AVENUE.
 LL0701
 LL0701                          STATION RECOVERY (1998)
 LL0701
 LL0701'RECOVERY NOTE BY US POWER SQUADRON 1998
 LL0701'RECOVERED IN GOOD CONDITION.
 LL0701
 LL0701                          STATION RECOVERY (2001)
 LL0701
 LL0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0701'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL0701
 LL0701                          STATION RECOVERY (2002)
 LL0701
 LL0701'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 LL0701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0959 ***********************************************************************
 LL0959  DESIGNATION -  J 324
 LL0959  PID         -  LL0959
 LL0959  STATE/COUNTY-  CO/LARIMER
 LL0959  USGS QUAD   -  CRAZY MOUNTAIN (1975)
 LL0959
 LL0959                         *CURRENT SURVEY CONTROL
 LL0959  ___________________________________________________________________
 LL0959* NAD 83(1986)-  40 53 51.     (N)    105 56 13.     (W)     SCALED    
 LL0959* NAVD 88     -      2437.230  (meters)    7996.15   (feet)  ADJUSTED  
 LL0959  ___________________________________________________________________
 LL0959  GEOID HEIGHT-         -11.09  (meters)                     GEOID03
 LL0959  DYNAMIC HT  -        2434.808 (meters)    7988.20  (feet)  COMP
 LL0959  MODELED GRAV-     979,542.3   (mgal)                       NAVD 88
 LL0959
 LL0959  VERT ORDER  -  SECOND    CLASS 0
 LL0959
 LL0959.The horizontal coordinates were scaled from a topographic map and have
 LL0959.an estimated accuracy of +/- 6 seconds.
 LL0959
 LL0959.The orthometric height was determined by differential leveling
 LL0959.and adjusted by the National Geodetic Survey in June 1991..
 LL0959
 LL0959.The geoid height was determined by GEOID03.
 LL0959
 LL0959.The dynamic height is computed by dividing the NAVD 88
 LL0959.geopotential number by the normal gravity value computed on the
 LL0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0959.degrees latitude (g = 980.6199 gals.).
 LL0959
 LL0959.The modeled gravity was interpolated from observed gravity values.
 LL0959
 LL0959;                    North         East    Units  Estimated Accuracy
 LL0959;SPC CO N     -   478,570.      877,580.      MT  (+/- 180 meters Scaled)
 LL0959
 LL0959                          SUPERSEDED SURVEY CONTROL
 LL0959
 LL0959  NGVD 29 (??/??/92) 2435.950  (m)         7991.95   (f) ADJ UNCH    2 0
 LL0959
 LL0959.Superseded values are not recommended for survey control.
 LL0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0959.See file dsdata.txt to determine how the superseded data were derived.
 LL0959
 LL0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF210278(NAD 83)
 LL0959_MARKER: DB = BENCH MARK DISK
 LL0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0959_STAMPING: J 324 1951
 LL0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0959+STABILITY: SURFACE MOTION
 LL0959
 LL0959  HISTORY     - Date     Condition        Report By
 LL0959  HISTORY     - 1951     MONUMENTED       CGS
 LL0959
 LL0959                          STATION DESCRIPTION
 LL0959
 LL0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0959'9.6 MI N FROM GLENDEVEY.
 LL0959'7.05 MILES NORTHEAST ALONG A WINDING GRAVELED ROAD FROM THE
 LL0959'GROCERY STORE AT GLENDEVEY LODGE, THENCE 2.5 MILES NORTHWEST
 LL0959'ALONG A ROAD LEADING TO WOODS LANDING, 69 FEET WEST OF THE
 LL0959'CENTER LINE OF THE ROAD, 15 FEET WEST OF A TELEPHONE POLE, 3 FEET
 LL0959'NORTH OF A TELEPHONE LINE, 4 FEET NORTHEAST OF A WITNESS POST,
 LL0959'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 LL0959'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0935 ***********************************************************************
 LL0935  DESIGNATION -  J 325
 LL0935  PID         -  LL0935
 LL0935  STATE/COUNTY-  CO/LARIMER
 LL0935  USGS QUAD   -  BOSTON PEAK (1962)
 LL0935
 LL0935                         *CURRENT SURVEY CONTROL
 LL0935  ___________________________________________________________________
 LL0935* NAD 83(1986)-  40 39 08.     (N)    105 51 31.     (W)     SCALED    
 LL0935* NAVD 88     -      2651.236  (meters)    8698.26   (feet)  ADJUSTED  
 LL0935  ___________________________________________________________________
 LL0935  GEOID HEIGHT-         -11.15  (meters)                     GEOID03
 LL0935  DYNAMIC HT  -        2648.405 (meters)    8688.98  (feet)  COMP
 LL0935  MODELED GRAV-     979,460.5   (mgal)                       NAVD 88
 LL0935
 LL0935  VERT ORDER  -  SECOND    CLASS 0
 LL0935
 LL0935.The horizontal coordinates were scaled from a topographic map and have
 LL0935.an estimated accuracy of +/- 6 seconds.
 LL0935
 LL0935.The orthometric height was determined by differential leveling
 LL0935.and adjusted by the National Geodetic Survey in June 1991..
 LL0935
 LL0935.The geoid height was determined by GEOID03.
 LL0935
 LL0935.The dynamic height is computed by dividing the NAVD 88
 LL0935.geopotential number by the normal gravity value computed on the
 LL0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0935.degrees latitude (g = 980.6199 gals.).
 LL0935
 LL0935.The modeled gravity was interpolated from observed gravity values.
 LL0935
 LL0935;                    North         East    Units  Estimated Accuracy
 LL0935;SPC CO N     -   451,300.      884,070.      MT  (+/- 180 meters Scaled)
 LL0935
 LL0935                          SUPERSEDED SURVEY CONTROL
 LL0935
 LL0935  NGVD 29 (??/??/92) 2649.842  (m)         8693.69   (f) ADJ UNCH    2 0
 LL0935
 LL0935.Superseded values are not recommended for survey control.
 LL0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0935.See file dsdata.txt to determine how the superseded data were derived.
 LL0935
 LL0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF274005(NAD 83)
 LL0935_MARKER: DB = BENCH MARK DISK
 LL0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0935_STAMPING: J 325 1951
 LL0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0935+STABILITY: SURFACE MOTION
 LL0935
 LL0935  HISTORY     - Date     Condition        Report By
 LL0935  HISTORY     - 1951     MONUMENTED       CGS
 LL0935  HISTORY     - 1968     GOOD             NGS
 LL0935
 LL0935                          STATION DESCRIPTION
 LL0935
 LL0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0935'14.2 MI SE FROM GLENDEVEY.
 LL0935'3.2 MILES EAST ALONG A WINDING GRAVELED ROAD FROM THE GROCERY
 LL0935'STORE AT GLENDEVEY LODGE, THENCE 10.95 MILES SOUTH ALONG A
 LL0935'WINDING GRAVELED ROAD, 40 FEET NORTHEAST OF THE CENTER LINE OF
 LL0935'THE ROAD, 6.2 FEET SOUTH OF A 10 INCH TRIANGULAR BLAZED PINE TREE,
 LL0935'7 FEET NORTHWEST OF A 12 INCH TRIANGULAR BLAZED PINE TREE,
 LL0935'2.4 FEET SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A
 LL0935'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 LL0935
 LL0935                          STATION RECOVERY (1968)
 LL0935
 LL0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LL0935'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0670 ***********************************************************************
 LL0670  DESIGNATION -  J 326
 LL0670  PID         -  LL0670
 LL0670  STATE/COUNTY-  CO/BOULDER
 LL0670  USGS QUAD   -  RAYMOND (1978)
 LL0670
 LL0670                         *CURRENT SURVEY CONTROL
 LL0670  ___________________________________________________________________
 LL0670* NAD 83(1986)-  40 10 56.     (N)    105 28 36.     (W)     SCALED    
 LL0670* NAVD 88     -      2489.142  (meters)    8166.46   (feet)  ADJUSTED  
 LL0670  ___________________________________________________________________
 LL0670  GEOID HEIGHT-         -13.32  (meters)                     GEOID03
 LL0670  DYNAMIC HT  -        2486.477 (meters)    8157.72  (feet)  COMP
 LL0670  MODELED GRAV-     979,464.3   (mgal)                       NAVD 88
 LL0670
 LL0670  VERT ORDER  -  SECOND    CLASS 0
 LL0670
 LL0670.The horizontal coordinates were scaled from a topographic map and have
 LL0670.an estimated accuracy of +/- 6 seconds.
 LL0670
 LL0670.The orthometric height was determined by differential leveling
 LL0670.and adjusted by the National Geodetic Survey in June 1991..
 LL0670
 LL0670.The geoid height was determined by GEOID03.
 LL0670
 LL0670.The dynamic height is computed by dividing the NAVD 88
 LL0670.geopotential number by the normal gravity value computed on the
 LL0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0670.degrees latitude (g = 980.6199 gals.).
 LL0670
 LL0670.The modeled gravity was interpolated from observed gravity values.
 LL0670
 LL0670;                    North         East    Units  Estimated Accuracy
 LL0670;SPC CO N     -   399,050.      916,390.      MT  (+/- 180 meters Scaled)
 LL0670
 LL0670                          SUPERSEDED SURVEY CONTROL
 LL0670
 LL0670  NGVD 29 (??/??/92) 2487.832  (m)         8162.16   (f) ADJ UNCH    2 0
 LL0670
 LL0670.Superseded values are not recommended for survey control.
 LL0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0670.See file dsdata.txt to determine how the superseded data were derived.
 LL0670
 LL0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE594480(NAD 83)
 LL0670_MARKER: DB = BENCH MARK DISK
 LL0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0670_STAMPING: J 326 1951
 LL0670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0670+STABILITY: SURFACE MOTION
 LL0670
 LL0670  HISTORY     - Date     Condition        Report By
 LL0670  HISTORY     - 1951     MONUMENTED       CGS
 LL0670  HISTORY     - 19990913 MARK NOT FOUND   USPSQD
 LL0670  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL0670
 LL0670                          STATION DESCRIPTION
 LL0670
 LL0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0670'3.4 MI SE FROM ALLENSPARK.
 LL0670'3.35 MILES SOUTHEAST ALONG STATE HIGHWAY 7 FROM THE POST OFFICE
 LL0670'AT ALLENSPARK, 0.1 MILE SOUTHEAST OF THE Y-P RANCH HEADQUARTERS,
 LL0670'64 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 72 FEET WEST
 LL0670'OF THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF A 24 INCH
 LL0670'PIPE CULVERT, 53 FEET NORTHEAST OF THE CENTER OF A GATE, 1.8 FEET
 LL0670'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 LL0670'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, 1.0 MILE NORTHEAST OF
 LL0670'BENCH MARK K 326.
 LL0670
 LL0670                          STATION RECOVERY (1999)
 LL0670
 LL0670'RECOVERY NOTE BY US POWER SQUADRON 1999
 LL0670'MARK NOT FOUND.
 LL0670
 LL0670                          STATION RECOVERY (2001)
 LL0670
 LL0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0670'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0850 ***********************************************************************
 LL0850  DESIGNATION -  J 327
 LL0850  PID         -  LL0850
 LL0850  STATE/COUNTY-  CO/LARIMER
 LL0850  USGS QUAD   -  CHAMBERS LAKE (1977)
 LL0850
 LL0850                         *CURRENT SURVEY CONTROL
 LL0850  ___________________________________________________________________
 LL0850* NAD 83(1986)-  40 30 13.     (N)    105 47 03.     (W)     SCALED    
 LL0850* NAVD 88     -      3088.433  (meters)   10132.63   (feet)  ADJUSTED  
 LL0850  ___________________________________________________________________
 LL0850  GEOID HEIGHT-         -11.26  (meters)                     GEOID03
 LL0850  DYNAMIC HT  -        3084.894 (meters)   10121.02  (feet)  COMP
 LL0850  MODELED GRAV-     979,365.3   (mgal)                       NAVD 88
 LL0850
 LL0850  VERT ORDER  -  SECOND    CLASS 0
 LL0850
 LL0850.The horizontal coordinates were scaled from a topographic map and have
 LL0850.an estimated accuracy of +/- 6 seconds.
 LL0850
 LL0850.The orthometric height was determined by differential leveling
 LL0850.and adjusted by the National Geodetic Survey in June 1991..
 LL0850
 LL0850.The geoid height was determined by GEOID03.
 LL0850
 LL0850.The dynamic height is computed by dividing the NAVD 88
 LL0850.geopotential number by the normal gravity value computed on the
 LL0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0850.degrees latitude (g = 980.6199 gals.).
 LL0850
 LL0850.The modeled gravity was interpolated from observed gravity values.
 LL0850
 LL0850;                    North         East    Units  Estimated Accuracy
 LL0850;SPC CO N     -   434,780.      890,320.      MT  (+/- 180 meters Scaled)
 LL0850
 LL0850                          SUPERSEDED SURVEY CONTROL
 LL0850
 LL0850  NGVD 29 (??/??/92) 3086.922  (m)        10127.68   (f) ADJ UNCH    2 0
 LL0850
 LL0850.Superseded values are not recommended for survey control.
 LL0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0850.See file dsdata.txt to determine how the superseded data were derived.
 LL0850
 LL0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE335839(NAD 83)
 LL0850_MARKER: DB = BENCH MARK DISK
 LL0850_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LL0850_SP_SET: LARGE FLAT ROCK
 LL0850_STAMPING: J 327 1951
 LL0850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LL0850+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 LL0850
 LL0850  HISTORY     - Date     Condition        Report By
 LL0850  HISTORY     - 1951     MONUMENTED       CGS
 LL0850  HISTORY     - 20060915 GOOD             INDIV
 LL0850
 LL0850                          STATION DESCRIPTION
 LL0850
 LL0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0850'13.7 MI SE FROM CHAMBERS LAKE.
 LL0850'3.0 MILES SOUTHWEST ALONG STATE HIGHWAY 14 FROM THE ROAD JUNCTION
 LL0850'AT CHAMBERS LAKE, THENCE 9.75 MILES SOUTHEAST ALONG A WINDING ROAD
 LL0850'LEADING TO LONG DRAW RESERVOIR, THENCE 0.95 MILE SOUTHWEST ALONG A
 LL0850'ROAD LEADING ALONG THE NORTHWEST SIDE OF THE RESERVOIR, 24 FEET
 LL0850'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 3 FEET BELOW THE LEVEL
 LL0850'OF THE ROAD, SET IN THE TOP OF A LARGE FLAT GRANITE ROCK.
 LL0850
 LL0850                          STATION RECOVERY (2006)
 LL0850
 LL0850'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (DJH)
 LL0850'LONG DRAW DAM WAS EXPANDED AND THE ROAD REALIGNED IN 1970'S.    THE
 LL0850'1951 DESCRIPTION OF THE MARK LOCATION REFERS TO THE ABANDONED,
 LL0850'ORIGINAL LONG DRAW ROAD.  DISTANCE TO THE MARK FROM THE NEW LONG DRAW
 LL0850'DAM GATE IS APPROX. .5 MILE.  THE ORIGINAL ROAD ALIGNMENT IS BELOW THE
 LL0850'NEW ROAD TO THE SOUTHWEST, BETWEEN THE NEW ROAD AND THE RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0777 ***********************************************************************
 KK0777  DESIGNATION -  J 328
 KK0777  PID         -  KK0777
 KK0777  STATE/COUNTY-  CO/BOULDER
 KK0777  USGS QUAD   -  NEDERLAND (1972)
 KK0777
 KK0777                         *CURRENT SURVEY CONTROL
 KK0777  ___________________________________________________________________
 KK0777* NAD 83(1986)-  39 57 23.     (N)    105 30 38.     (W)     SCALED    
 KK0777* NAVD 88     -      2605.497  (meters)    8548.20   (feet)  ADJUSTED  
 KK0777  ___________________________________________________________________
 KK0777  GEOID HEIGHT-         -13.29  (meters)                     GEOID03
 KK0777  DYNAMIC HT  -        2602.609 (meters)    8538.73  (feet)  COMP
 KK0777  MODELED GRAV-     979,422.4   (mgal)                       NAVD 88
 KK0777
 KK0777  VERT ORDER  -  SECOND    CLASS 0
 KK0777
 KK0777.The horizontal coordinates were scaled from a topographic map and have
 KK0777.an estimated accuracy of +/- 6 seconds.
 KK0777
 KK0777.The orthometric height was determined by differential leveling
 KK0777.and adjusted by the National Geodetic Survey in June 1991..
 KK0777
 KK0777.The geoid height was determined by GEOID03.
 KK0777
 KK0777.The dynamic height is computed by dividing the NAVD 88
 KK0777.geopotential number by the normal gravity value computed on the
 KK0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0777.degrees latitude (g = 980.6199 gals.).
 KK0777
 KK0777.The modeled gravity was interpolated from observed gravity values.
 KK0777
 KK0777;                    North         East    Units  Estimated Accuracy
 KK0777;SPC CO N     -   373,980.      913,500.      MT  (+/- 180 meters Scaled)
 KK0777
 KK0777                          SUPERSEDED SURVEY CONTROL
 KK0777
 KK0777  NGVD 29 (??/??/92) 2604.139  (m)         8543.75   (f) ADJ UNCH    2 0
 KK0777
 KK0777.Superseded values are not recommended for survey control.
 KK0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0777.See file dsdata.txt to determine how the superseded data were derived.
 KK0777
 KK0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE563230(NAD 83)
 KK0777_MARKER: DB = BENCH MARK DISK
 KK0777_SETTING: 80 = SET IN A BOULDER
 KK0777_STAMPING: J 328 1951
 KK0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0777+STABILITY: SURFACE MOTION
 KK0777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0777+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2005
 KK0777
 KK0777  HISTORY     - Date     Condition        Report By
 KK0777  HISTORY     - 1951     MONUMENTED       CGS
 KK0777  HISTORY     - 19950905 GOOD             USPSQD
 KK0777  HISTORY     - 20010331 GOOD             NGS
 KK0777  HISTORY     - 20020914 GOOD             USPSQD
 KK0777  HISTORY     - 20050917 GOOD             USPSQD
 KK0777
 KK0777                          STATION DESCRIPTION
 KK0777
 KK0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0777'1.3 MI S FROM NEDERLAND.
 KK0777'1.3 MILE SOUTH ALONG STATE HIGHWAY 119 FROM ITS JUNCTION WITH
 KK0777'STATE HIGHWAY 160 AT NEDERLAND, 34 FEET WEST OF THE CENTER LINE OF
 KK0777'THE HIGHWAY, 4.3 FEET NORTHWEST OF AN 8 INCH TRIANGULAR BASED PINE
 KK0777'TREE, 4 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A
 KK0777'LARGE GRANITE BOULDER.
 KK0777
 KK0777                          STATION RECOVERY (1995)
 KK0777
 KK0777'RECOVERY NOTE BY US POWER SQUADRON 1995
 KK0777'RECOVERED IN GOOD CONDITION.
 KK0777
 KK0777                          STATION RECOVERY (2001)
 KK0777
 KK0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KK0777'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KK0777
 KK0777                          STATION RECOVERY (2002)
 KK0777
 KK0777'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 KK0777'RECOVERED IN GOOD CONDITION.
 KK0777
 KK0777                          STATION RECOVERY (2005)
 KK0777
 KK0777'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 KK0777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0615 ***********************************************************************
 LL0615  DESIGNATION -  J 329
 LL0615  PID         -  LL0615
 LL0615  STATE/COUNTY-  CO/BOULDER
 LL0615  USGS QUAD   -  LONGMONT (1979)
 LL0615
 LL0615                         *CURRENT SURVEY CONTROL
 LL0615  ___________________________________________________________________
 LL0615* NAD 83(1986)-  40 12 14.     (N)    105 03 19.     (W)     SCALED    
 LL0615* NAVD 88     -      1520.672  (meters)    4989.07   (feet)  POSTED    
 LL0615  ___________________________________________________________________
 LL0615  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 LL0615  DYNAMIC HT  -        1519.300 (meters)    4984.57  (feet)  COMP
 LL0615  MODELED GRAV-     979,668.4   (mgal)                       NAVD 88
 LL0615
 LL0615  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0615
 LL0615.The horizontal coordinates were scaled from a topographic map and have
 LL0615.an estimated accuracy of +/- 6 seconds.
 LL0615
 LL0615.The orthometric height was determined by differential leveling
 LL0615.and adjusted by the National Geodetic Survey in 1992..
 LL0615.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0615.rate of 0.0 thru 1.0 mm/km.
 LL0615
 LL0615.The geoid height was determined by GEOID03.
 LL0615
 LL0615.The dynamic height is computed by dividing the NAVD 88
 LL0615.geopotential number by the normal gravity value computed on the
 LL0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0615.degrees latitude (g = 980.6199 gals.).
 LL0615
 LL0615.The modeled gravity was interpolated from observed gravity values.
 LL0615
 LL0615;                    North         East    Units  Estimated Accuracy
 LL0615;SPC CO N     -   401,550.      952,260.      MT  (+/- 180 meters Scaled)
 LL0615
 LL0615                          SUPERSEDED SURVEY CONTROL
 LL0615
 LL0615  NGVD 29 (??/??/92) 1519.710  (m)         4985.92   (f) ADJ UNCH    2 0
 LL0615
 LL0615.Superseded values are not recommended for survey control.
 LL0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0615.See file dsdata.txt to determine how the superseded data were derived.
 LL0615
 LL0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE952503(NAD 83)
 LL0615_MARKER: DB = BENCH MARK DISK
 LL0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0615_STAMPING: J 329 1951
 LL0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0615+STABILITY: SURFACE MOTION
 LL0615
 LL0615  HISTORY     - Date     Condition        Report By
 LL0615  HISTORY     - 1951     MONUMENTED       CGS
 LL0615  HISTORY     - 1983     MARK NOT FOUND   CGS
 LL0615  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0615  HISTORY     - 20040808 MARK NOT FOUND   USPSQD
 LL0615
 LL0615                          STATION DESCRIPTION
 LL0615
 LL0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0615'4 MI NE FROM LONGMONT.
 LL0615'1.55 MILES NORTH ALONG U.S. HIGHWAYS 87 AND 287 FROM THE ENTRANCE
 LL0615'TO THE CEMETERY AT LONGMONT, THENCE 2.5 MILES EAST ALONG STATE
 LL0615'HIGHWAY 66, AT THE BOULDER AND WELD COUNTY LINE, 54 FEET NORTH OF
 LL0615'THE CENTER LINE OF THE HIGHWAY, 28 FEET WEST OF THE CENTER LINE OF
 LL0615'A NORTH AND SOUTH ROAD, 23 FEET NORTH OF A POWER POLE, 22 FEET NORTH
 LL0615'OF A FENCE CORNER, 1 FOOT EAST OF A FENCE, 3 FEET SOUTH OF A WITNESS
 LL0615'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 LL0615'ABOVE THE GROUND.  NOTE-- 1960 REPORT - TO BE RESET.
 LL0615
 LL0615                          STATION RECOVERY (1983)
 LL0615
 LL0615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1983
 LL0615'MARK NOT FOUND.
 LL0615
 LL0615                          STATION RECOVERY (1984)
 LL0615
 LL0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0615'THE HIGHWAY HAS BEEN WIDENED.
 LL0615
 LL0615                          STATION RECOVERY (2004)
 LL0615
 LL0615'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL0615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0356 ***********************************************************************
 HK0356  DESIGNATION -  J 33
 HK0356  PID         -  HK0356
 HK0356  STATE/COUNTY-  CO/ALAMOSA
 HK0356  USGS QUAD   -  HOOPER SE (1966)
 HK0356
 HK0356                         *CURRENT SURVEY CONTROL
 HK0356  ___________________________________________________________________
 HK0356* NAD 83(1986)-  37 31 27.     (N)    105 51 19.     (W)     SCALED    
 HK0356* NAVD 88     -      2300.695  (meters)    7548.20   (feet)  ADJUSTED  
 HK0356  ___________________________________________________________________
 HK0356  GEOID HEIGHT-         -16.74  (meters)                     GEOID03
 HK0356  DYNAMIC HT  -        2297.690 (meters)    7538.34  (feet)  COMP
 HK0356  MODELED GRAV-     979,241.8   (mgal)                       NAVD 88
 HK0356
 HK0356  VERT ORDER  -  FIRST     CLASS II
 HK0356
 HK0356.The horizontal coordinates were scaled from a topographic map and have
 HK0356.an estimated accuracy of +/- 6 seconds.
 HK0356
 HK0356.The orthometric height was determined by differential leveling
 HK0356.and adjusted by the National Geodetic Survey in June 1991..
 HK0356
 HK0356.The geoid height was determined by GEOID03.
 HK0356
 HK0356.The dynamic height is computed by dividing the NAVD 88
 HK0356.geopotential number by the normal gravity value computed on the
 HK0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0356.degrees latitude (g = 980.6199 gals.).
 HK0356
 HK0356.The modeled gravity was interpolated from observed gravity values.
 HK0356
 HK0356;                    North         East    Units  Estimated Accuracy
 HK0356;SPC CO S     -   400,030.      883,000.      MT  (+/- 180 meters Scaled)
 HK0356
 HK0356                          SUPERSEDED SURVEY CONTROL
 HK0356
 HK0356  NGVD 29 (??/??/92) 2299.737  (m)         7545.05   (f) ADJ UNCH    1 2
 HK0356
 HK0356.Superseded values are not recommended for survey control.
 HK0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0356.See file dsdata.txt to determine how the superseded data were derived.
 HK0356
 HK0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB244533(NAD 83)
 HK0356_MARKER: DB = BENCH MARK DISK
 HK0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0356_STAMPING: 7545.054 J 33 1933
 HK0356_MARK LOGO: CGS   
 HK0356_PROJECTION: PROJECTING 10 CENTIMETERS
 HK0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0356+STABILITY: SURFACE MOTION
 HK0356
 HK0356  HISTORY     - Date     Condition        Report By
 HK0356  HISTORY     - 1933     MONUMENTED       CGS
 HK0356  HISTORY     - 1934     GOOD             NGS
 HK0356  HISTORY     - 1984     GOOD             NGS
 HK0356
 HK0356                          STATION DESCRIPTION
 HK0356
 HK0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HK0356'4.8 MI N FROM ALAMOSA.
 HK0356'ABOUT 4.8 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN
 HK0356'RAILROAD FROM THE STATION AT ALAMOSA, ALAMOSA COUNTY, ABOUT 1.5
 HK0356'MILES SOUTH OF THE STATION AT MCGINTY, ABOUT 13 POLES NORTH OF
 HK0356'MILEPOST 296, ABOUT 10 FEET SOUTH OF THE CENTER LINE OF AN EAST-AND
 HK0356'-WEST ROAD, ABOUT 50 FEET EAST OF THE CENTER LINE OF THE TRACK, 2
 HK0356'FEET WEST OF THE RIGHT-OF-WAY FENCE, AND 1-1/2 FEET SOUTH OF AN EAST
 HK0356'-AND-WEST FENCE.  A STANDARD DISK, STAMPED 7545.054 J 33 1933 AND
 HK0356'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 1 FOOT ABOVE
 HK0356'GROUND.
 HK0356
 HK0356                          STATION RECOVERY (1984)
 HK0356
 HK0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0356'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.7 KM (1.05
 HK0356'MI) EASTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION WITH U.S.
 HK0356'HIGHWAY 285 IN ALAMOSA, THENCE 5.7 KM (3.55 MI) NORTHERLY ALONG STATE
 HK0356'HIGHWAY 17, 200.0 M (656.2 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 HK0356'15.3 M (50.2 FT) EAST OF THE CENTER OF A RAILROAD BED AND A UTILITY
 HK0356'POLE WITH A TRANSFORMER, 3.8 M (12.5 FT) NORTH OF THE CENTER OF A
 HK0356'DRIVEWAY, 3.1 M (10.2 FT) SOUTH OF THE CENTER OF A DRIVEWAY, 0.9 M
 HK0356'(3.0 FT) SOUTHWEST OF A FENCE CORNER, AND 0.6 M (2.0 FT) WEST OF A
 HK0356'FENCE.
 HK0356'THE MARK IS 0.6 METERS  S FROM  A WITNESS POST AND FENCE
 HK0356'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAYS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0144 ***********************************************************************
 LL0144  DESIGNATION -  J 330
 LL0144  PID         -  LL0144
 LL0144  STATE/COUNTY-  CO/WELD
 LL0144  USGS QUAD   -  ROGGEN (1978)
 LL0144
 LL0144                         *CURRENT SURVEY CONTROL
 LL0144  ___________________________________________________________________
 LL0144* NAD 83(1986)-  40 10 02.     (N)    104 22 14.     (W)     SCALED    
 LL0144* NAVD 88     -      1435.785  (meters)    4710.57   (feet)  ADJUSTED  
 LL0144  ___________________________________________________________________
 LL0144  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 LL0144  DYNAMIC HT  -        1434.554 (meters)    4706.53  (feet)  COMP
 LL0144  MODELED GRAV-     979,718.1   (mgal)                       NAVD 88
 LL0144
 LL0144  VERT ORDER  -  SECOND    CLASS 0
 LL0144
 LL0144.The horizontal coordinates were scaled from a topographic map and have
 LL0144.an estimated accuracy of +/- 6 seconds.
 LL0144
 LL0144.The orthometric height was determined by differential leveling
 LL0144.and adjusted by the National Geodetic Survey in June 1991..
 LL0144
 LL0144.The geoid height was determined by GEOID03.
 LL0144
 LL0144.The dynamic height is computed by dividing the NAVD 88
 LL0144.geopotential number by the normal gravity value computed on the
 LL0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0144.degrees latitude (g = 980.6199 gals.).
 LL0144
 LL0144.The modeled gravity was interpolated from observed gravity values.
 LL0144
 LL0144;                    North         East    Units  Estimated Accuracy
 LL0144;SPC CO N     -   398,000.    1,010,610.      MT  (+/- 180 meters Scaled)
 LL0144
 LL0144                          SUPERSEDED SURVEY CONTROL
 LL0144
 LL0144  NGVD 29 (??/??/92) 1434.960  (m)         4707.86   (f) ADJ UNCH    2 0
 LL0144
 LL0144.Superseded values are not recommended for survey control.
 LL0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0144.See file dsdata.txt to determine how the superseded data were derived.
 LL0144
 LL0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE535465(NAD 83)
 LL0144_MARKER: DB = BENCH MARK DISK
 LL0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0144_STAMPING: J 330 1952
 LL0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0144+STABILITY: SURFACE MOTION
 LL0144
 LL0144  HISTORY     - Date     Condition        Report By
 LL0144  HISTORY     - 1952     MONUMENTED       CGS
 LL0144
 LL0144                          STATION DESCRIPTION
 LL0144
 LL0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0144'AT ROGGEN.
 LL0144'AT ROGGEN, 165 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 LL0144'CHICAGO, BURLINGTON AND QUINCY RAILRAOD STATION, 66 FEET SOUTH OF
 LL0144'THE SOUTH RAIL OF THE SOUTH TRACK, 1.9 FEET ABOVE THE GROUND, SET
 LL0144'IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE OF THE
 LL0144'RAILROAD WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0038 ***********************************************************************
 KK0038  DESIGNATION -  J 331
 KK0038  PID         -  KK0038
 KK0038  STATE/COUNTY-  CO/ADAMS
 KK0038  USGS QUAD   -  SUNNYDALE (1978)
 KK0038
 KK0038                         *CURRENT SURVEY CONTROL
 KK0038  ___________________________________________________________________
 KK0038* NAD 83(1986)-  39 59 00.     (N)    104 24 54.     (W)     SCALED    
 KK0038* NAVD 88     -      1528.864  (meters)    5015.95   (feet)  ADJUSTED  
 KK0038  ___________________________________________________________________
 KK0038  GEOID HEIGHT-         -18.56  (meters)                     GEOID03
 KK0038  DYNAMIC HT  -        1527.506 (meters)    5011.49  (feet)  COMP
 KK0038  MODELED GRAV-     979,684.3   (mgal)                       NAVD 88
 KK0038
 KK0038  VERT ORDER  -  SECOND    CLASS 0
 KK0038
 KK0038.The horizontal coordinates were scaled from a topographic map and have
 KK0038.an estimated accuracy of +/- 6 seconds.
 KK0038
 KK0038.The orthometric height was determined by differential leveling
 KK0038.and adjusted by the National Geodetic Survey in June 1991..
 KK0038
 KK0038.The geoid height was determined by GEOID03.
 KK0038
 KK0038.The dynamic height is computed by dividing the NAVD 88
 KK0038.geopotential number by the normal gravity value computed on the
 KK0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0038.degrees latitude (g = 980.6199 gals.).
 KK0038
 KK0038.The modeled gravity was interpolated from observed gravity values.
 KK0038
 KK0038;                    North         East    Units  Estimated Accuracy
 KK0038;SPC CO N     -   377,540.    1,007,070.      MT  (+/- 180 meters Scaled)
 KK0038
 KK0038                          SUPERSEDED SURVEY CONTROL
 KK0038
 KK0038  NGVD 29 (??/??/92) 1528.016  (m)         5013.17   (f) ADJ UNCH    2 0
 KK0038
 KK0038.Superseded values are not recommended for survey control.
 KK0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0038.See file dsdata.txt to determine how the superseded data were derived.
 KK0038
 KK0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE499260(NAD 83)
 KK0038_MARKER: DB = BENCH MARK DISK
 KK0038_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KK0038_SP_SET: SCALE FOUNDATION
 KK0038_STAMPING: J 331 1952
 KK0038_MARK LOGO: CGS   
 KK0038_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0038
 KK0038  HISTORY     - Date     Condition        Report By
 KK0038  HISTORY     - 1952     MONUMENTED       CGS
 KK0038  HISTORY     - 19940116 GOOD             CODOT
 KK0038
 KK0038                          STATION DESCRIPTION
 KK0038
 KK0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0038'6.2 MI S FROM PROSPECT VALLEY.
 KK0038'6.25 MILES SOUTH ALONG STATE HIGHWAY 79 FROM ITS INTERSECTION
 KK0038'WITH STATE HIGHWAY 52 AT PROSPECT VALLEY, 0.1 MILE SOUTH OF A ROAD
 KK0038'INTERSECTION, 204 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AT
 KK0038'A FARMHOUSE, 51.7 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 KK0038'MACHINE SHED, SET IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE
 KK0038'FOUNDATION OF A SCALE.
 KK0038
 KK0038                          STATION RECOVERY (1994)
 KK0038
 KK0038'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1994 (JC)
 KK0038'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1211 ***********************************************************************
 KK1211  DESIGNATION -  J 336
 KK1211  PID         -  KK1211
 KK1211  STATE/COUNTY-  CO/GRAND
 KK1211  USGS QUAD   -  EAST PORTAL (1958)
 KK1211
 KK1211                         *CURRENT SURVEY CONTROL
 KK1211  ___________________________________________________________________
 KK1211* NAD 83(1986)-  39 54 09.     (N)    105 44 57.     (W)     SCALED    
 KK1211* NAVD 88     -      3023.226  (meters)    9918.70   (feet)  ADJUSTED  
 KK1211  ___________________________________________________________________
 KK1211  GEOID HEIGHT-         -12.39  (meters)                     GEOID03
 KK1211  DYNAMIC HT  -        3019.570 (meters)    9906.71  (feet)  COMP
 KK1211  MODELED GRAV-     979,306.0   (mgal)                       NAVD 88
 KK1211
 KK1211  VERT ORDER  -  SECOND    CLASS 0
 KK1211
 KK1211.The horizontal coordinates were scaled from a topographic map and have
 KK1211.an estimated accuracy of +/- 6 seconds.
 KK1211
 KK1211.The orthometric height was determined by differential leveling
 KK1211.and adjusted by the National Geodetic Survey in June 1991..
 KK1211
 KK1211.The geoid height was determined by GEOID03.
 KK1211
 KK1211.The dynamic height is computed by dividing the NAVD 88
 KK1211.geopotential number by the normal gravity value computed on the
 KK1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1211.degrees latitude (g = 980.6199 gals.).
 KK1211
 KK1211.The modeled gravity was interpolated from observed gravity values.
 KK1211
 KK1211;                    North         East    Units  Estimated Accuracy
 KK1211;SPC CO N     -   368,030.      893,100.      MT  (+/- 180 meters Scaled)
 KK1211
 KK1211                          SUPERSEDED SURVEY CONTROL
 KK1211
 KK1211  NGVD 29 (??/??/92) 3021.648  (m)         9913.52   (f) ADJ UNCH    2 0
 KK1211
 KK1211.Superseded values are not recommended for survey control.
 KK1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1211.See file dsdata.txt to determine how the superseded data were derived.
 KK1211
 KK1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE359172(NAD 83)
 KK1211_MARKER: DB = BENCH MARK DISK
 KK1211_SETTING: 80 = SET IN A BOULDER
 KK1211_STAMPING: J 336 1952
 KK1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1211+STABILITY: SURFACE MOTION
 KK1211
 KK1211  HISTORY     - Date     Condition        Report By
 KK1211  HISTORY     - 1952     MONUMENTED       CGS
 KK1211
 KK1211                          STATION DESCRIPTION
 KK1211
 KK1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK1211'4.8 MI E FROM WEST PORTAL.
 KK1211'0.2 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE WEST ENTRANCE
 KK1211'TO THE MOFFAT TUNNEL AT WEST PORTAL, THENCE 2.8 MILES NORTH ALONG
 KK1211'A TRACK ROAD, THENCE 1.8 MILES EAST ALONG AN ABANDONED RAILROAD
 KK1211'GRADE, 45 FEET SOUTHWEST OF THE CENTER LINE OF THE OLD RAILROAD
 KK1211'GRADE, 9 FEET BELOW THE LEVEL OF THE OLD GRADE, SET IN THE TOP OF
 KK1211'THE CENTER OF A 3X4 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0296 ***********************************************************************
 KK0296  DESIGNATION -  J 337
 KK0296  PID         -  KK0296
 KK0296  STATE/COUNTY-  CO/DOUGLAS
 KK0296  USGS QUAD   -  CASTLE ROCK NORTH (1994)
 KK0296
 KK0296                         *CURRENT SURVEY CONTROL
 KK0296  ___________________________________________________________________
 KK0296* NAD 83(1986)-  39 23 45.     (N)    104 47 15.     (W)     SCALED    
 KK0296* NAVD 88     -      1897.844  (meters)    6226.51   (feet)  POSTED    
 KK0296  ___________________________________________________________________
 KK0296  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 KK0296  DYNAMIC HT  -        1895.890 (meters)    6220.10  (feet)  COMP
 KK0296  MODELED GRAV-     979,531.2   (mgal)                       NAVD 88
 KK0296
 KK0296  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0296
 KK0296.The horizontal coordinates were scaled from a topographic map and have
 KK0296.an estimated accuracy of +/- 6 seconds.
 KK0296
 KK0296.The orthometric height was determined by differential leveling
 KK0296.and adjusted by the National Geodetic Survey in 1992..
 KK0296.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0296.rate of 0.0 thru 1.0 mm/km.
 KK0296
 KK0296.The geoid height was determined by GEOID03.
 KK0296
 KK0296.The dynamic height is computed by dividing the NAVD 88
 KK0296.geopotential number by the normal gravity value computed on the
 KK0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0296.degrees latitude (g = 980.6199 gals.).
 KK0296
 KK0296.The modeled gravity was interpolated from observed gravity values.
 KK0296
 KK0296;                    North         East    Units  Estimated Accuracy
 KK0296;SPC CO C     -   478,490.      975,770.      MT  (+/- 180 meters Scaled)
 KK0296
 KK0296                          SUPERSEDED SURVEY CONTROL
 KK0296
 KK0296  NGVD 29 (??/??/92) 1896.835  (m)         6223.20   (f) ADJ UNCH    2 0
 KK0296
 KK0296.Superseded values are not recommended for survey control.
 KK0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0296.See file dsdata.txt to determine how the superseded data were derived.
 KK0296
 KK0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED182607(NAD 83)
 KK0296_MARKER: DB = BENCH MARK DISK
 KK0296_SETTING: 80 = SET IN A BOULDER
 KK0296_STAMPING: J 337 1952
 KK0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0296+STABILITY: SURFACE MOTION
 KK0296
 KK0296  HISTORY     - Date     Condition        Report By
 KK0296  HISTORY     - 1952     MONUMENTED       CGS
 KK0296  HISTORY     - 1965     GOOD             USGS
 KK0296
 KK0296                          STATION DESCRIPTION
 KK0296
 KK0296'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 KK0296'5.2 MI E FROM CASTLE ROCK.
 KK0296'FROM THE COUNTY COURT HOUSE IN CASTLE ROCK 0.1 MILES NORTH ALONG
 KK0296'U.S. HIGHWAYS 85-87, THENCE 5.1 MILES EAST ALONG STATE HIGHWAY 86,
 KK0296'154 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AT A FARM ROAD
 KK0296'SOUTH, 63 FEET WEST OF CENTERLINE OF FARM ROAD, AND 8 FEET ABOVE THE
 KK0296'LEVEL OF THE HIGHWAY.  A STANDARD CAP SET IN THE TOP OF A 2 X 2 FOOT
 KK0296'GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0368 ***********************************************************************
 JK0368  DESIGNATION -  J 338
 JK0368  PID         -  JK0368
 JK0368  STATE/COUNTY-  CO/FREMONT
 JK0368  USGS QUAD   -  COOPER MOUNTAIN (1954)
 JK0368
 JK0368                         *CURRENT SURVEY CONTROL
 JK0368  ___________________________________________________________________
 JK0368* NAD 83(1986)-  38 36 34.     (N)    105 07 52.     (W)     SCALED    
 JK0368* NAVD 88     -      2464.689  (meters)    8086.23   (feet)  ADJUSTED  
 JK0368  ___________________________________________________________________
 JK0368  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 JK0368  DYNAMIC HT  -        2461.759 (meters)    8076.62  (feet)  COMP
 JK0368  MODELED GRAV-     979,349.9   (mgal)                       NAVD 88
 JK0368
 JK0368  VERT ORDER  -  SECOND    CLASS 0
 JK0368
 JK0368.The horizontal coordinates were scaled from a topographic map and have
 JK0368.an estimated accuracy of +/- 6 seconds.
 JK0368
 JK0368.The orthometric height was determined by differential leveling
 JK0368.and adjusted by the National Geodetic Survey in June 1991..
 JK0368
 JK0368.The geoid height was determined by GEOID03.
 JK0368
 JK0368.The dynamic height is computed by dividing the NAVD 88
 JK0368.geopotential number by the normal gravity value computed on the
 JK0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0368.degrees latitude (g = 980.6199 gals.).
 JK0368
 JK0368.The modeled gravity was interpolated from observed gravity values.
 JK0368
 JK0368;                    North         East    Units  Estimated Accuracy
 JK0368;SPC CO C     -   391,020.      946,530.      MT  (+/- 180 meters Scaled)
 JK0368
 JK0368                          SUPERSEDED SURVEY CONTROL
 JK0368
 JK0368  NGVD 29 (??/??/92) 2463.493  (m)         8082.31   (f) ADJ UNCH    2 0
 JK0368
 JK0368.Superseded values are not recommended for survey control.
 JK0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0368.See file dsdata.txt to determine how the superseded data were derived.
 JK0368
 JK0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC885734(NAD 83)
 JK0368_MARKER: DB = BENCH MARK DISK
 JK0368_SETTING: 80 = SET IN A BOULDER
 JK0368_SP_SET: BOULDER
 JK0368_STAMPING: J 338 1952
 JK0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0368+STABILITY: SURFACE MOTION
 JK0368
 JK0368  HISTORY     - Date     Condition        Report By
 JK0368  HISTORY     - 1952     MONUMENTED       CGS
 JK0368
 JK0368                          STATION DESCRIPTION
 JK0368
 JK0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JK0368'11.4 MI S FROM VICTOR.
 JK0368'11.4 MILES SOUTH ALONG STATE HIGHWAY 67 FROM THE GRADE SCHOOL AT
 JK0368'VICTOR, 25 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 5 FEET
 JK0368'ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF A
 JK0368'3 X 4 FOOT GRANITE BOUDLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0611 ***********************************************************************
 JK0611  DESIGNATION -  J 34
 JK0611  PID         -  JK0611
 JK0611  STATE/COUNTY-  CO/SAGUACHE
 JK0611  USGS QUAD   -  VILLA GROVE (1979)
 JK0611
 JK0611                         *CURRENT SURVEY CONTROL
 JK0611  ___________________________________________________________________
 JK0611* NAD 83(1986)-  38 10 09.     (N)    105 55 38.     (W)     SCALED    
 JK0611* NAVD 88     -      2362.602  (meters)    7751.30   (feet)  ADJUSTED  
 JK0611  ___________________________________________________________________
 JK0611  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 JK0611  DYNAMIC HT  -        2359.614 (meters)    7741.50  (feet)  COMP
 JK0611  MODELED GRAV-     979,279.7   (mgal)                       NAVD 88
 JK0611
 JK0611  VERT ORDER  -  FIRST     CLASS II
 JK0611
 JK0611.The horizontal coordinates were scaled from a topographic map and have
 JK0611.an estimated accuracy of +/- 6 seconds.
 JK0611
 JK0611.The orthometric height was determined by differential leveling
 JK0611.and adjusted by the National Geodetic Survey in June 1991..
 JK0611
 JK0611.The geoid height was determined by GEOID03.
 JK0611
 JK0611.The dynamic height is computed by dividing the NAVD 88
 JK0611.geopotential number by the normal gravity value computed on the
 JK0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0611.degrees latitude (g = 980.6199 gals.).
 JK0611
 JK0611.The modeled gravity was interpolated from observed gravity values.
 JK0611
 JK0611;                    North         East    Units  Estimated Accuracy
 JK0611;SPC CO S     -   471,640.      876,970.      MT  (+/- 180 meters Scaled)
 JK0611
 JK0611                          SUPERSEDED SURVEY CONTROL
 JK0611
 JK0611  NGVD 29 (??/??/92) 2361.239  (m)         7746.83   (f) ADJ UNCH    1 2
 JK0611
 JK0611.Superseded values are not recommended for survey control.
 JK0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0611.See file dsdata.txt to determine how the superseded data were derived.
 JK0611
 JK0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC187249(NAD 83)
 JK0611_MARKER: DB = BENCH MARK DISK
 JK0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0611_STAMPING: J 34 1933 7746.832
 JK0611_MARK LOGO: CGS   
 JK0611_PROJECTION: PROJECTING 15 CENTIMETERS
 JK0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0611+STABILITY: SURFACE MOTION
 JK0611
 JK0611  HISTORY     - Date     Condition        Report By
 JK0611  HISTORY     - 1933     MONUMENTED       CGS
 JK0611  HISTORY     - 1959     GOOD             USGS
 JK0611  HISTORY     - 1984     GOOD             NGS
 JK0611
 JK0611                          STATION DESCRIPTION
 JK0611
 JK0611'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 JK0611'AT MINERAL HOT SPRINGS.
 JK0611'REVISED DESCRIPTION AS FOLLOWS--  AT MINERAL HOT SPRINGS--  400 FEET
 JK0611'WEST AND 180 FT NORTH OF BATH HOUSE, 15 FT SOUTH OF NORTHERNMOST
 JK0611'DRIVEWAY, IN LINE WITH A ROW OF TELEPHONE POLES, IN A CONCRETE POST
 JK0611'PROJECTING 5 INCHES, STANDARD TABLET STAMPED J34 1933 7746.832
 JK0611
 JK0611                          STATION RECOVERY (1984)
 JK0611
 JK0611'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0611'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.2 KM (0.1
 JK0611'MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE IN VILLA
 JK0611'GROVE, THENCE 8.9 KM (5.55 MI) SOUTHEASTERLY ALONG COUNTY ROAD 58 EE,
 JK0611'61.5 M (201.8 FT) NORTHWEST OF THE CENTER OF THE ROAD, 49.8 M (163.4
 JK0611'FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 17, 39.8 M (130.6 FT)
 JK0611'NORTH OF A UTILITY POLE WITH A TRANSFORMER, 35.7 M (117.1 FT)
 JK0611'SOUTHEAST OF A FENCE CORNER, AND 5.2 M (17.1 FT) SOUTHWEST OF THE
 JK0611'CENTER OF A GRAVELED DRIVEWAY LEADING NORTHWEST.
 JK0611'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JK0611'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0601 ***********************************************************************
 JK0601  DESIGNATION -  J 340
 JK0601  PID         -  JK0601
 JK0601  STATE/COUNTY-  CO/FREMONT
 JK0601  USGS QUAD   -  WELLSVILLE (1994)
 JK0601
 JK0601                         *CURRENT SURVEY CONTROL
 JK0601  ___________________________________________________________________
 JK0601* NAD 83(1986)-  38 29 11.     (N)    105 54 33.     (W)     SCALED    
 JK0601* NAVD 88     -      2098.625  (meters)    6885.24   (feet)  ADJUSTED  
 JK0601  ___________________________________________________________________
 JK0601  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 JK0601  DYNAMIC HT  -        2096.128 (meters)    6877.05  (feet)  COMP
 JK0601  MODELED GRAV-     979,364.1   (mgal)                       NAVD 88
 JK0601
 JK0601  VERT ORDER  -  FIRST     CLASS II
 JK0601
 JK0601.The horizontal coordinates were scaled from a topographic map and have
 JK0601.an estimated accuracy of +/- 6 seconds.
 JK0601
 JK0601.The orthometric height was determined by differential leveling
 JK0601.and adjusted by the National Geodetic Survey in June 1991..
 JK0601
 JK0601.The geoid height was determined by GEOID03.
 JK0601
 JK0601.The dynamic height is computed by dividing the NAVD 88
 JK0601.geopotential number by the normal gravity value computed on the
 JK0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0601.degrees latitude (g = 980.6199 gals.).
 JK0601
 JK0601.The modeled gravity was interpolated from observed gravity values.
 JK0601
 JK0601;                    North         East    Units  Estimated Accuracy
 JK0601;SPC CO C     -   377,380.      878,700.      MT  (+/- 180 meters Scaled)
 JK0601
 JK0601                          SUPERSEDED SURVEY CONTROL
 JK0601
 JK0601  NGVD 29 (??/??/92) 2097.259  (m)         6880.76   (f) ADJ UNCH    1 2
 JK0601
 JK0601.Superseded values are not recommended for survey control.
 JK0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0601.See file dsdata.txt to determine how the superseded data were derived.
 JK0601
 JK0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC207601(NAD 83)
 JK0601_MARKER: DB = BENCH MARK DISK
 JK0601_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JK0601_SP_SET: ABUTMENT
 JK0601_STAMPING: J 340 1953
 JK0601_MARK LOGO: CGS   
 JK0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0601+STABILITY: SURFACE MOTION
 JK0601
 JK0601  HISTORY     - Date     Condition        Report By
 JK0601  HISTORY     - 1953     MONUMENTED       CGS
 JK0601  HISTORY     - 1984     GOOD             NGS
 JK0601
 JK0601                          STATION DESCRIPTION
 JK0601
 JK0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0601'6.4 MI SE FROM SALIDA.
 JK0601'6.4 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0601'RAILROAD FROM THE STATION AT SALIDA, 0.3 MILE EAST OF MILEPOST 209,
 JK0601'0.2 MILE EAST OF A SHEET STEEL BUILDING, 143 FEET EAST OF THE CENTER
 JK0601'OF A DIRT ROAD CROSSING, 6 FEET NORTH OF THE NORTH RAIL, SET IN THE
 JK0601'TOP OF THE NORTH END OF THE WEST CONCRETE BASE OF CONCRETE BRIDGE
 JK0601'208.68, 3.4 FEET BELOW THE TOP OF THE RAILS.
 JK0601
 JK0601                          STATION RECOVERY (1984)
 JK0601
 JK0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0601'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  15.7 KM (9.75
 JK0601'MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS SOUTH JUNCTION WITH U.S.
 JK0601'HIGHWAY 285 IN PONCHA SPRINGS, THENCE 0.3 KM (0.2 MI) EAST ALONG A
 JK0601'DIRT ROAD, THENCE 0.8 KM (0.5 MI) EASTERLY ALONG THE DENVER AND RIO
 JK0601'GRANDE WESTERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0505 ***********************************************************************
 JK0505  DESIGNATION -  J 341
 JK0505  PID         -  JK0505
 JK0505  STATE/COUNTY-  CO/FREMONT
 JK0505  USGS QUAD   -  ROYAL GORGE (1994)
 JK0505
 JK0505                         *CURRENT SURVEY CONTROL
 JK0505  ___________________________________________________________________
 JK0505* NAD 83(1986)-  38 28 06.     (N)    105 20 18.     (W)     SCALED    
 JK0505* NAVD 88     -      1709.814  (meters)    5609.61   (feet)  POSTED    
 JK0505  ___________________________________________________________________
 JK0505  GEOID HEIGHT-         -15.80  (meters)                     GEOID03
 JK0505  DYNAMIC HT  -        1707.900 (meters)    5603.34  (feet)  COMP
 JK0505  MODELED GRAV-     979,452.4   (mgal)                       NAVD 88
 JK0505
 JK0505  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JK0505
 JK0505.The horizontal coordinates were scaled from a topographic map and have
 JK0505.an estimated accuracy of +/- 6 seconds.
 JK0505
 JK0505.The orthometric height was determined by differential leveling
 JK0505.and adjusted by the National Geodetic Survey in 1992..
 JK0505.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JK0505.rate of 4.1 thru 8.0 mm/km.
 JK0505
 JK0505.The geoid height was determined by GEOID03.
 JK0505
 JK0505.The dynamic height is computed by dividing the NAVD 88
 JK0505.geopotential number by the normal gravity value computed on the
 JK0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0505.degrees latitude (g = 980.6199 gals.).
 JK0505
 JK0505.The modeled gravity was interpolated from observed gravity values.
 JK0505
 JK0505;                    North         East    Units  Estimated Accuracy
 JK0505;SPC CO C     -   375,300.      928,510.      MT  (+/- 180 meters Scaled)
 JK0505
 JK0505                          SUPERSEDED SURVEY CONTROL
 JK0505
 JK0505  NGVD 29 (??/??/92) 1708.684  (m)         5605.91   (f) ADJ UNCH    1 2
 JK0505
 JK0505.Superseded values are not recommended for survey control.
 JK0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0505.See file dsdata.txt to determine how the superseded data were derived.
 JK0505
 JK0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC704578(NAD 83)
 JK0505_MARKER: DB = BENCH MARK DISK
 JK0505_SETTING: 66 = SET IN ROCK OUTCROP
 JK0505_SP_SET: GRANITE OUTCROP
 JK0505_STAMPING: J 341 1953
 JK0505_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0505+STABILITY: POSITION/ELEVATION WELL
 JK0505
 JK0505  HISTORY     - Date     Condition        Report By
 JK0505  HISTORY     - 1953     MONUMENTED       CGS
 JK0505  HISTORY     - 1979     GOOD             USGS
 JK0505
 JK0505                          STATION DESCRIPTION
 JK0505
 JK0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0505'4.2 MI SE FROM PARKDALE.
 JK0505'4.2 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0505'FROM THE STATION AT PARKDALE, 102 FEET EAST OF MILEPOST 167, 24.5
 JK0505'FEET NORTH OF THE NORTH RAIL, 19.5 FEET NORTHEAST OF THE NORTH END
 JK0505'OF A 36 INCH STEEL PIPE CULVERT, 5.5 FEET ABOVE THE GROUND, SET IN
 JK0505'THE TOP OF A GRANITE OUTCROP.
 JK0505
 JK0505                          STATION RECOVERY (1979)
 JK0505
 JK0505'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JK0505'4.2 MI. SE. ALONG THE DENVER AND RIO GRANDE RAILROAD FROM THE SECTION
 JK0505'HOUSE AT PARKDALE SIDING, 102 FEET OF MILEPOST 167, 24.5 FEET NORTH
 JK0505'OF THE NORTH RAIL, 19.5 FEET NE. OF THE NORTH END OF A 36 INCH STEEL
 JK0505'PIPE CULVERT, 5.5 FEET ABOVE THE GROUND, SET IN THE TOP OF A GRANITE
 JK0505'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0085 ***********************************************************************
 JK0085  DESIGNATION -  J 342
 JK0085  PID         -  JK0085
 JK0085  STATE/COUNTY-  CO/PUEBLO
 JK0085  USGS QUAD   -  NORTHWEST PUEBLO (1994)
 JK0085
 JK0085                         *CURRENT SURVEY CONTROL
 JK0085  ___________________________________________________________________
 JK0085* NAD 83(1986)-  38 15 37.     (N)    104 41 07.     (W)     SCALED    
 JK0085* NAVD 88     -      1439.726  (meters)    4723.50   (feet)  ADJUSTED  
 JK0085  ___________________________________________________________________
 JK0085  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 JK0085  DYNAMIC HT  -        1438.214 (meters)    4718.54  (feet)  COMP
 JK0085  MODELED GRAV-     979,529.1   (mgal)                       NAVD 88
 JK0085
 JK0085  VERT ORDER  -  FIRST     CLASS II
 JK0085
 JK0085.The horizontal coordinates were scaled from a topographic map and have
 JK0085.an estimated accuracy of +/- 6 seconds.
 JK0085
 JK0085.The orthometric height was determined by differential leveling
 JK0085.and adjusted by the National Geodetic Survey in June 1991..
 JK0085
 JK0085.The geoid height was determined by GEOID03.
 JK0085
 JK0085.The dynamic height is computed by dividing the NAVD 88
 JK0085.geopotential number by the normal gravity value computed on the
 JK0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0085.degrees latitude (g = 980.6199 gals.).
 JK0085
 JK0085.The modeled gravity was interpolated from observed gravity values.
 JK0085
 JK0085;                    North         East    Units  Estimated Accuracy
 JK0085;SPC CO S     -   481,980.      985,700.      MT  (+/- 180 meters Scaled)
 JK0085
 JK0085                          SUPERSEDED SURVEY CONTROL
 JK0085
 JK0085  NGVD 29 (??/??/92) 1438.845  (m)         4720.61   (f) ADJ UNCH    1 2
 JK0085
 JK0085.Superseded values are not recommended for survey control.
 JK0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0085.See file dsdata.txt to determine how the superseded data were derived.
 JK0085
 JK0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC275347(NAD 83)
 JK0085_MARKER: DB = BENCH MARK DISK
 JK0085_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JK0085_SP_SET: ABUTMENT
 JK0085_STAMPING: J 342 1953
 JK0085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0085
 JK0085  HISTORY     - Date     Condition        Report By
 JK0085  HISTORY     - 1953     MONUMENTED       CGS
 JK0085
 JK0085                          STATION DESCRIPTION
 JK0085
 JK0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0085'4.4 MI W FROM PUEBLO.
 JK0085'4.4 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0085'FROM THE STATION AT PUEBLO, 5.5 FEET SOUTHEAST OF THE SOUTHEAST
 JK0085'RAIL OF THE SOUTHEAST TRACK, SET IN THE TOP OF THE SOUTHEAST END
 JK0085'OF THE NORTHEAST CONCRETE ABUTMENT OF BRIDGE 123.54.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3639 ***********************************************************************
 AA3639  DESIGNATION -  J 347 RESET
 AA3639  PID         -  AA3639
 AA3639  STATE/COUNTY-  CO/EL PASO
 AA3639  USGS QUAD   -  PIKEVIEW (1994)
 AA3639
 AA3639                         *CURRENT SURVEY CONTROL
 AA3639  ___________________________________________________________________
 AA3639* NAD 83(1986)-  38 52 56.     (N)    104 49 49.     (W)     SCALED    
 AA3639* NAVD 88     -      1868.66   (+/-2cm)    6130.8    (feet)  VERTCON   
 AA3639  ___________________________________________________________________
 AA3639  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 AA3639
 AA3639  VERT ORDER  -  THIRD (See Below)
 AA3639
 AA3639.The horizontal coordinates were scaled from a topographic map and have
 AA3639.an estimated accuracy of +/- 6 seconds.
 AA3639
 AA3639.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3639.The vertical order pertains to the NGVD 29 superseded value.
 AA3639
 AA3639.The geoid height was determined by GEOID03.
 AA3639
 AA3639;                    North         East    Units  Estimated Accuracy
 AA3639;SPC CO C     -   421,450.      972,510.      MT  (+/- 180 meters Scaled)
 AA3639
 AA3639                          SUPERSEDED SURVEY CONTROL
 AA3639
 AA3639  NGVD 29 (03/28/06) 1867.57   (m)         6127.2    (f) RESET       3  
 AA3639
 AA3639.Superseded values are not recommended for survey control.
 AA3639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3639.See file dsdata.txt to determine how the superseded data were derived.
 AA3639
 AA3639_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED147037(NAD 83)
 AA3639_MARKER: DV = VERTICAL CONTROL DISK
 AA3639_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA3639_SP_SET: RAILROAD BRIDGE ABUTMENT
 AA3639_STAMPING: J 347 RESET 1975
 AA3639_MARK LOGO: NGS   
 AA3639_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3639
 AA3639  HISTORY     - Date     Condition        Report By
 AA3639  HISTORY     - 1975     MONUMENTED       NGS
 AA3639  HISTORY     - 19960808 MARK NOT FOUND   USPSQD
 AA3639  HISTORY     - 20010829 MARK NOT FOUND   USPSQD
 AA3639
 AA3639                          STATION DESCRIPTION
 AA3639
 AA3639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 AA3639'3.5 MILES (5.6 KM) NORTH ALONG THE DENVER RIO GRANDE WESTERN RAILROAD
 AA3639'FROM THE STATION IN COLORADO SPRINGS, 0.5 MILE (0.8 KM) SOUTH ALONG
 AA3639'THE TRACK FROM THE GARDEN OF GODS AVENUE CROSSING, ABOUT 180 FEET
 AA3639'(54.9 M) NORTHEAST OF THE NORTHEAST CORNER OF THE HOLIDAY MOBILE HOME
 AA3639'PARK, 18.2 FEET (5.5 M) EAST OF THE EAST RAIL OF THE TRACK, 3 FEET
 AA3639'(0.9 M) LOWER IN ELEVATION THAN THE TRACK, IN THE TOP OF THE FIRST
 AA3639'STONE FROM THE TOP OF THE SOUTHEAST STONE ABUTMENT OF THE RAILROAD
 AA3639'BRIDGE.
 AA3639
 AA3639                          STATION RECOVERY (1996)
 AA3639
 AA3639'RECOVERY NOTE BY US POWER SQUADRON 1996
 AA3639'MARK NOT FOUND.
 AA3639
 AA3639                          STATION RECOVERY (2001)
 AA3639
 AA3639'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 AA3639'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0061 ***********************************************************************
 JK0061  DESIGNATION -  J 348
 JK0061  PID         -  JK0061
 JK0061  STATE/COUNTY-  CO/PUEBLO
 JK0061  USGS QUAD   -  PINON (1974)
 JK0061
 JK0061                         *CURRENT SURVEY CONTROL
 JK0061  ___________________________________________________________________
 JK0061* NAD 83(1986)-  38 23 11.     (N)    104 36 52.     (W)     SCALED    
 JK0061* NAVD 88     -      1498.991  (meters)    4917.94   (feet)  ADJUSTED  
 JK0061  ___________________________________________________________________
 JK0061  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 JK0061  DYNAMIC HT  -        1497.427 (meters)    4912.81  (feet)  COMP
 JK0061  MODELED GRAV-     979,532.7   (mgal)                       NAVD 88
 JK0061
 JK0061  VERT ORDER  -  FIRST     CLASS II
 JK0061
 JK0061.The horizontal coordinates were scaled from a topographic map and have
 JK0061.an estimated accuracy of +/- 6 seconds.
 JK0061
 JK0061.The orthometric height was determined by differential leveling
 JK0061.and adjusted by the National Geodetic Survey in June 1991..
 JK0061
 JK0061.The geoid height was determined by GEOID03.
 JK0061
 JK0061.The dynamic height is computed by dividing the NAVD 88
 JK0061.geopotential number by the normal gravity value computed on the
 JK0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0061.degrees latitude (g = 980.6199 gals.).
 JK0061
 JK0061.The modeled gravity was interpolated from observed gravity values.
 JK0061
 JK0061;                    North         East    Units  Estimated Accuracy
 JK0061;SPC CO S     -   496,040.      991,770.      MT  (+/- 180 meters Scaled)
 JK0061
 JK0061                          SUPERSEDED SURVEY CONTROL
 JK0061
 JK0061  NGVD 29 (??/??/92) 1498.106  (m)         4915.04   (f) ADJ UNCH    1 2
 JK0061
 JK0061.Superseded values are not recommended for survey control.
 JK0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0061.See file dsdata.txt to determine how the superseded data were derived.
 JK0061
 JK0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC336487(NAD 83)
 JK0061_MARKER: DB = BENCH MARK DISK
 JK0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0061_STAMPING: J 348 1953
 JK0061_MARK LOGO: CGS   
 JK0061_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0061+STABILITY: SURFACE MOTION
 JK0061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0061+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1996
 JK0061
 JK0061  HISTORY     - Date     Condition        Report By
 JK0061  HISTORY     - 1953     MONUMENTED       CGS
 JK0061  HISTORY     - 1954     GOOD             NGS
 JK0061  HISTORY     - 1983     GOOD             NGS
 JK0061  HISTORY     - 19960201 GOOD             CODOT
 JK0061
 JK0061                          STATION DESCRIPTION
 JK0061
 JK0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JK0061'9.8 MI N FROM PUEBLO.
 JK0061'9.8 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0061'FROM THE UNION STATION AT PUEBLO, 97 FEET SOUTHWEST OF THE CENTER
 JK0061'OF A PRIVATE ROAD CROSSING, 87.5 FEET WEST OF THE WEST RAIL, 37 FEET
 JK0061'SOUTH OF THE CENTER OF A STEEL GATE, 3 FEET EAST OF A FENCE, 2.7 FEET
 JK0061'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 JK0061'PROJECTS 0.3 FOOT ABOVE THE GROUND.
 JK0061
 JK0061                          STATION RECOVERY (1983)
 JK0061
 JK0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JK0061'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 JK0061'0.9 METER (3.0 FT) EAST OF A WITNESS POST AND FENCE.
 JK0061
 JK0061                          STATION RECOVERY (1996)
 JK0061
 JK0061'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (PGG)
 JK0061'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0017 ***********************************************************************
 JK0017  DESIGNATION -  J 349
 JK0017  PID         -  JK0017
 JK0017  STATE/COUNTY-  CO/PUEBLO
 JK0017  USGS QUAD   -  DEVINE (1974)
 JK0017
 JK0017                         *CURRENT SURVEY CONTROL
 JK0017  ___________________________________________________________________
 JK0017* NAD 83(1986)-  38 16 59.     (N)    104 29 39.     (W)     SCALED    
 JK0017* NAVD 88     -      1415.057  (meters)    4642.57   (feet)  ADJUSTED  
 JK0017  ___________________________________________________________________
 JK0017  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 JK0017  DYNAMIC HT  -        1413.596 (meters)    4637.77  (feet)  COMP
 JK0017  MODELED GRAV-     979,547.7   (mgal)                       NAVD 88
 JK0017
 JK0017  VERT ORDER  -  FIRST     CLASS II
 JK0017
 JK0017.This mark is at Pueblo Mem Airport (PUB)
 JK0017
 JK0017.The horizontal coordinates were scaled from a topographic map and have
 JK0017.an estimated accuracy of +/- 6 seconds.
 JK0017
 JK0017.The orthometric height was determined by differential leveling
 JK0017.and adjusted by the National Geodetic Survey in June 1991..
 JK0017
 JK0017.The geoid height was determined by GEOID03.
 JK0017
 JK0017.The dynamic height is computed by dividing the NAVD 88
 JK0017.geopotential number by the normal gravity value computed on the
 JK0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0017.degrees latitude (g = 980.6199 gals.).
 JK0017
 JK0017.The modeled gravity was interpolated from observed gravity values.
 JK0017
 JK0017;                    North         East    Units  Estimated Accuracy
 JK0017;SPC CO S     -   484,670.    1,002,400.      MT  (+/- 180 meters Scaled)
 JK0017
 JK0017                          SUPERSEDED SURVEY CONTROL
 JK0017
 JK0017  NGVD 29 (??/??/92) 1414.231  (m)         4639.86   (f) ADJ UNCH    1 2
 JK0017
 JK0017.Superseded values are not recommended for survey control.
 JK0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0017.See file dsdata.txt to determine how the superseded data were derived.
 JK0017
 JK0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC442373(NAD 83)
 JK0017_MARKER: DB = BENCH MARK DISK
 JK0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0017_STAMPING: J 349 1953
 JK0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0017+STABILITY: SURFACE MOTION
 JK0017
 JK0017  HISTORY     - Date     Condition        Report By
 JK0017  HISTORY     - 1953     MONUMENTED       CGS
 JK0017  HISTORY     - 1971     GOOD             NGS
 JK0017  HISTORY     - 1985     MARK NOT FOUND   NGS
 JK0017  HISTORY     - 19960104 MARK NOT FOUND   CODOT
 JK0017
 JK0017                          STATION DESCRIPTION
 JK0017
 JK0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 JK0017'6.3 MI NE FROM PUEBLO.
 JK0017'LOCATED AT THE PUEBLO MEMORIAL AIRPORT, ABOUT 350 FEET SOUTHEAST OF
 JK0017'THE CONTROL TOWER, IN THE PARKING AREA FOR PAN-ARK AVIATION
 JK0017'BUILDING, 76 FEET SOUTH OF THE SOUTH EDGE OF AN AIRCRAFT PARKING RAMP,
 JK0017'64 FEET EAST OF A PAVED STREET, 59.4 FEET WEST OF THE NORTHWEST
 JK0017'CORNER OF THE BUILDING, 20.2 FEET SOUTH OF THE NORTH EDGE OF ASPHALT
 JK0017'PARKING AREA, AND SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH
 JK0017'WITH ASPHALT SURFACE.
 JK0017
 JK0017                          STATION RECOVERY (1985)
 JK0017
 JK0017'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JK0017'THERE IS A NEW STREET AT THIS LOCATION.
 JK0017
 JK0017                          STATION RECOVERY (1996)
 JK0017
 JK0017'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (PGG)
 JK0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0341 ***********************************************************************
 HM0341  DESIGNATION -  J 35
 HM0341  PID         -  HM0341
 HM0341  STATE/COUNTY-  CO/LA PLATA
 HM0341  USGS QUAD   -  KLINE (1968)
 HM0341
 HM0341                         *CURRENT SURVEY CONTROL
 HM0341  ___________________________________________________________________
 HM0341* NAD 83(1986)-  37 14 10.     (N)    108 00 16.     (W)     SCALED    
 HM0341* NAVD 88     -      2287.700  (meters)    7505.56   (feet)  POSTED    
 HM0341  ___________________________________________________________________
 HM0341  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 HM0341  DYNAMIC HT  -        2284.680 (meters)    7495.65  (feet)  COMP
 HM0341  MODELED GRAV-     979,228.4   (mgal)                       NAVD 88
 HM0341
 HM0341  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HM0341
 HM0341.The horizontal coordinates were scaled from a topographic map and have
 HM0341.an estimated accuracy of +/- 6 seconds.
 HM0341
 HM0341.The orthometric height was determined by differential leveling
 HM0341.and adjusted by the National Geodetic Survey in 1992..
 HM0341.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HM0341.rate of 0.0 thru 1.0 mm/km.
 HM0341
 HM0341.The geoid height was determined by GEOID03.
 HM0341
 HM0341.The dynamic height is computed by dividing the NAVD 88
 HM0341.geopotential number by the normal gravity value computed on the
 HM0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0341.degrees latitude (g = 980.6199 gals.).
 HM0341
 HM0341.The modeled gravity was interpolated from observed gravity values.
 HM0341
 HM0341;                    North         East    Units  Estimated Accuracy
 HM0341;SPC CO S     -   370,980.      692,200.      MT  (+/- 180 meters Scaled)
 HM0341
 HM0341                          SUPERSEDED SURVEY CONTROL
 HM0341
 HM0341  NGVD 29 (??/??/92) 2286.417  (m)         7501.35   (f) ADJ UNCH    1 2
 HM0341
 HM0341.Superseded values are not recommended for survey control.
 HM0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0341.See file dsdata.txt to determine how the superseded data were derived.
 HM0341
 HM0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG657252(NAD 83)
 HM0341_MARKER: DB = BENCH MARK DISK
 HM0341_SETTING: 0 = UNSPECIFIED SETTING
 HM0341_STAMPING: J 35 1934
 HM0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0341
 HM0341  HISTORY     - Date     Condition        Report By
 HM0341  HISTORY     - 1934     MONUMENTED       CGS
 HM0341  HISTORY     - 1961     GOOD             USGS
 HM0341
 HM0341                          STATION DESCRIPTION
 HM0341
 HM0341'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 HM0341'6.5 MI E FROM HESPERUS.
 HM0341'HESPERUS, 6.5 MILES EAST OF ALONG D AND RGW RAILROAD.  TO REACH FROM
 HM0341'THE JCT. OF U.S. HWYS. 160 AND 550 IN DURANGO, GO WEST ON U.S. HWY.
 HM0341'160 FOR 2.3 MILES TO A ROAD FORK, THENCE LEFT FOR 4.3 MILES TO A ROAD
 HM0341'FORK, THENCE LEFT FOR 0.8 MILE TO A ROAD FORK, THENCE RIGHT THROUGH
 HM0341'GATE AND FOLLOW TRACK ROAD AND OLD RAILROAD GRADE FOR 2.0 MILES TO BM.
 HM0341'THE BM IS ON THE EAST EDGE OF OLD R.R. GRAID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0660 ***********************************************************************
 JK0660  DESIGNATION -  J 350
 JK0660  PID         -  JK0660
 JK0660  STATE/COUNTY-  CO/PARK
 JK0660  USGS QUAD   -  ANTERO RESERVOIR (1994)
 JK0660
 JK0660                         *CURRENT SURVEY CONTROL
 JK0660  ___________________________________________________________________
 JK0660* NAD 83(1986)-  38 55 20.     (N)    105 58 06.     (W)     SCALED    
 JK0660* NAVD 88     -      2812.177  (meters)    9226.28   (feet)  ADJUSTED  
 JK0660  ___________________________________________________________________
 JK0660  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 JK0660  DYNAMIC HT  -        2808.572 (meters)    9214.46  (feet)  COMP
 JK0660  MODELED GRAV-     979,243.5   (mgal)                       NAVD 88
 JK0660
 JK0660  VERT ORDER  -  FIRST     CLASS II
 JK0660
 JK0660.The horizontal coordinates were scaled from a topographic map and have
 JK0660.an estimated accuracy of +/- 6 seconds.
 JK0660
 JK0660.The orthometric height was determined by differential leveling
 JK0660.and adjusted by the National Geodetic Survey in June 1991..
 JK0660
 JK0660.The geoid height was determined by GEOID03.
 JK0660
 JK0660.The dynamic height is computed by dividing the NAVD 88
 JK0660.geopotential number by the normal gravity value computed on the
 JK0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0660.degrees latitude (g = 980.6199 gals.).
 JK0660
 JK0660.The modeled gravity was interpolated from observed gravity values.
 JK0660
 JK0660;                    North         East    Units  Estimated Accuracy
 JK0660;SPC CO C     -   425,780.      873,790.      MT  (+/- 180 meters Scaled)
 JK0660
 JK0660                          SUPERSEDED SURVEY CONTROL
 JK0660
 JK0660  NGVD 29 (??/??/92) 2810.573  (m)         9221.02   (f) ADJ UNCH    1 2
 JK0660
 JK0660.Superseded values are not recommended for survey control.
 JK0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0660.See file dsdata.txt to determine how the superseded data were derived.
 JK0660
 JK0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD160085(NAD 83)
 JK0660_MARKER: DB = BENCH MARK DISK
 JK0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0660_STAMPING: J 350 1954
 JK0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0660+STABILITY: SURFACE MOTION
 JK0660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0660+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2004
 JK0660
 JK0660  HISTORY     - Date     Condition        Report By
 JK0660  HISTORY     - 1954     MONUMENTED       CGS
 JK0660  HISTORY     - 20040526 GOOD             GEOCAC
 JK0660
 JK0660                          STATION DESCRIPTION
 JK0660
 JK0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JK0660'AT ANTERO JUNCTION.
 JK0660'AT ANTERO JUNCTION, 100 YARDS SOUTHWEST OF A CONOCO SERVICE STATION,
 JK0660'99 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 285, 4 FEET EAST OF
 JK0660'A FENCE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 JK0660'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 JK0660
 JK0660                          STATION RECOVERY (2004)
 JK0660
 JK0660'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 JK0660'FOUND IN GOOD CONDITION. REVISED DESCRIPTION AS FOLLOWS.
 JK0660'AT JUNCTION OF US HWY 285 AND US HWY 24 WESTBOUND.  99 FEET WEST OF
 JK0660'CENTER LINE OF US HWY 285, 30 FEET NORTH OF EXTENDED CENTER LINE OF US
 JK0660'HWY 24 WESTBOUND, 4 FEET EAST OF A FENCE, 3 FEET SOUTH OF A WITNESS
 JK0660'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 JK0660'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0169 ***********************************************************************
 KK0169  DESIGNATION -  J 354
 KK0169  PID         -  KK0169
 KK0169  STATE/COUNTY-  CO/EL PASO
 KK0169  USGS QUAD   -  MONUMENT (1986)
 KK0169
 KK0169                         *CURRENT SURVEY CONTROL
 KK0169  ___________________________________________________________________
 KK0169* NAD 83(1986)-  39 05 52.     (N)    104 52 24.     (W)     SCALED    
 KK0169* NAVD 88     -      2133.957  (meters)    7001.16   (feet)  ADJUSTED  
 KK0169  ___________________________________________________________________
 KK0169  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 KK0169  DYNAMIC HT  -        2131.580 (meters)    6993.36  (feet)  COMP
 KK0169  MODELED GRAV-     979,437.0   (mgal)                       NAVD 88
 KK0169
 KK0169  VERT ORDER  -  FIRST     CLASS II
 KK0169
 KK0169.The horizontal coordinates were scaled from a topographic map and have
 KK0169.an estimated accuracy of +/- 6 seconds.
 KK0169
 KK0169.The orthometric height was determined by differential leveling
 KK0169.and adjusted by the National Geodetic Survey in June 1991..
 KK0169
 KK0169.The geoid height was determined by GEOID03.
 KK0169
 KK0169.The dynamic height is computed by dividing the NAVD 88
 KK0169.geopotential number by the normal gravity value computed on the
 KK0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0169.degrees latitude (g = 980.6199 gals.).
 KK0169
 KK0169.The modeled gravity was interpolated from observed gravity values.
 KK0169
 KK0169;                    North         East    Units  Estimated Accuracy
 KK0169;SPC CO C     -   445,350.      968,610.      MT  (+/- 180 meters Scaled)
 KK0169
 KK0169                          SUPERSEDED SURVEY CONTROL
 KK0169
 KK0169  NGVD 29 (??/??/92) 2132.754  (m)         6997.21   (f) ADJ UNCH    1 2
 KK0169
 KK0169.Superseded values are not recommended for survey control.
 KK0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0169.See file dsdata.txt to determine how the superseded data were derived.
 KK0169
 KK0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED109276(NAD 83)
 KK0169_MARKER: DB = BENCH MARK DISK
 KK0169_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0169_SP_SET: UNDERPASS
 KK0169_STAMPING: J 354 1954
 KK0169_MARK LOGO: CGS   
 KK0169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0169+SATELLITE: SATELLITE OBSERVATIONS - December 25, 1999
 KK0169
 KK0169  HISTORY     - Date     Condition        Report By
 KK0169  HISTORY     - 1954     MONUMENTED       CGS
 KK0169  HISTORY     - 1983     GOOD             NGS
 KK0169  HISTORY     - 19980326 MARK NOT FOUND   USPSQD
 KK0169  HISTORY     - 19991225 GOOD             NGS
 KK0169
 KK0169                          STATION DESCRIPTION
 KK0169
 KK0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK0169'0.6 MI NW FROM MONUMENT.
 KK0169'0.2 MILE WEST ALONG A GRAVELED STREET FROM THE GRADE SCHOOL AT
 KK0169'MONUMENT, THENCE 0.4 MILE NORTHWEST ALONG THE DENVER AND RIO GRANDE
 KK0169'WESTERN RAILROAD, 5 FEET NORTHEAST OF THE NORTHEAST RAIL, SET IN
 KK0169'THE TOP OF THE NORTHEAST END OF THE NORTHWEST ABUTMENT OF UNDERPASS
 KK0169'55.38 OF STATE HIGHWAY 105, 1.2 MILES SOUTHEAST OF BENCH MARK H 354.
 KK0169
 KK0169                          STATION RECOVERY (1983)
 KK0169
 KK0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0169'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN MONUMENT, AT
 KK0169'THE INTERSECTION OF HIGHWAY 105 AND THE DENVER AND RIO GRANDE WESTERN
 KK0169'RAILROAD.
 KK0169
 KK0169                          STATION RECOVERY (1998)
 KK0169
 KK0169'RECOVERY NOTE BY US POWER SQUADRON 1998
 KK0169'MARK NOT FOUND.
 KK0169
 KK0169                          STATION RECOVERY (1999)
 KK0169
 KK0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (DW)
 KK0169'STATION IS AT NORTHERN EDGE OF MONUMENT, CO, AT CO 105 UNDERPASS NO.
 KK0169'55.38 OF UNION PACIFIC RR (FORMER DRG+W RR) ABOUT 1 MILE WEST OF
 KK0169'INTERSTATE 25 AND 100+ YARDS WEST OF WASHINGTON ST.  IT IS SET IN TOP
 KK0169'OF SW END OF NE BRIDGE ABUTMENT, 5 FEET NE OF NE RAIL AND ABOUT 1 FOOT
 KK0169'BELOW RAIL.  THIS IS GRAVITY BASE STATION 'MONUMENT,' HUS 630.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0470 ***********************************************************************
 KK0470  DESIGNATION -  J 355
 KK0470  PID         -  KK0470
 KK0470  STATE/COUNTY-  CO/ARAPAHOE
 KK0470  USGS QUAD   -  HIGHLANDS RANCH (1965)
 KK0470
 KK0470                         *CURRENT SURVEY CONTROL
 KK0470  ___________________________________________________________________
 KK0470* NAD 83(1986)-  39 35 14.     (N)    104 58 43.     (W)     SCALED    
 KK0470* NAVD 88     -      1686.422  (meters)    5532.87   (feet)  POSTED    
 KK0470  ___________________________________________________________________
 KK0470  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 KK0470  DYNAMIC HT  -        1684.760 (meters)    5527.42  (feet)  COMP
 KK0470  MODELED GRAV-     979,580.6   (mgal)                       NAVD 88
 KK0470
 KK0470  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0470
 KK0470.The horizontal coordinates were scaled from a topographic map and have
 KK0470.an estimated accuracy of +/- 6 seconds.
 KK0470
 KK0470.The orthometric height was determined by differential leveling
 KK0470.and adjusted by the National Geodetic Survey in 1992..
 KK0470.No vertical observational check was made to the station.
 KK0470.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0470.was located on a no-check spur therefore a value was not computed.
 KK0470
 KK0470.The geoid height was determined by GEOID03.
 KK0470
 KK0470.The dynamic height is computed by dividing the NAVD 88
 KK0470.geopotential number by the normal gravity value computed on the
 KK0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0470.degrees latitude (g = 980.6199 gals.).
 KK0470
 KK0470.The modeled gravity was interpolated from observed gravity values.
 KK0470
 KK0470;                    North         East    Units  Estimated Accuracy
 KK0470;SPC CO C     -   499,630.      959,190.      MT  (+/- 180 meters Scaled)
 KK0470
 KK0470                          SUPERSEDED SURVEY CONTROL
 KK0470
 KK0470  NGVD 29 (??/??/92) 1685.502  (m)         5529.85   (f) ADJ UNCH    1 2
 KK0470
 KK0470.Superseded values are not recommended for survey control.
 KK0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0470.See file dsdata.txt to determine how the superseded data were derived.
 KK0470
 KK0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED018819(NAD 83)
 KK0470_MARKER: DB = BENCH MARK DISK
 KK0470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0470_STAMPING: J 355 1954
 KK0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0470+STABILITY: SURFACE MOTION
 KK0470
 KK0470  HISTORY     - Date     Condition        Report By
 KK0470  HISTORY     - 1954     MONUMENTED       CGS
 KK0470  HISTORY     - 1956     MARK NOT FOUND   USGS
 KK0470  HISTORY     - 1983     MARK NOT FOUND   NGS
 KK0470
 KK0470                          STATION DESCRIPTION
 KK0470
 KK0470'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK0470'4 MI SE FROM LITTLETON.
 KK0470'0.8 MILE SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KK0470'THE STATION AT LITTLETON, THENCE 1.9 MILES EAST ALONG RIDGE ROAD,
 KK0470'THENCE 0.25 MILE NORTH ALONG AN OILED ROAD, THENCE 0.5 MILE EAST
 KK0470'ALONG A GRAVELED ROAD, THENCE 0.5 MILE SOUTH ALONG A PRIVATE ROAD,
 KK0470'AT THE BAR NONE AIRPORT, 3.5 FEET WEST OF THE SOUTHWEST CORNER OF
 KK0470'THE MOST SOUTHERLY ONE OF THE 2 CENTER HANGARS, 4 FEET SOUTH OF THE
 KK0470'WIND SOCK, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT
 KK0470'ABOVE THE GROUND.
 KK0470
 KK0470                          STATION RECOVERY (1956)
 KK0470
 KK0470'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 KK0470'MARK NOT FOUND.
 KK0470
 KK0470                          STATION RECOVERY (1983)
 KK0470
 KK0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0470'THE AREA IS NOW A HOUSING DEVELOPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0342 ***********************************************************************
 LL0342  DESIGNATION -  J 356
 LL0342  PID         -  LL0342
 LL0342  STATE/COUNTY-  CO/WELD
 LL0342  USGS QUAD   -  COBB LAKE (1978)
 LL0342
 LL0342                         *CURRENT SURVEY CONTROL
 LL0342  ___________________________________________________________________
 LL0342* NAD 83(1986)-  40 42 38.     (N)    104 53 02.     (W)     SCALED    
 LL0342* NAVD 88     -      1652.147  (meters)    5420.42   (feet)  ADJUSTED  
 LL0342  ___________________________________________________________________
 LL0342  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 LL0342  DYNAMIC HT  -        1650.749 (meters)    5415.83  (feet)  COMP
 LL0342  MODELED GRAV-     979,720.1   (mgal)                       NAVD 88
 LL0342
 LL0342  VERT ORDER  -  FIRST     CLASS II
 LL0342
 LL0342.The horizontal coordinates were scaled from a topographic map and have
 LL0342.an estimated accuracy of +/- 6 seconds.
 LL0342
 LL0342.The orthometric height was determined by differential leveling
 LL0342.and adjusted by the National Geodetic Survey in June 1991..
 LL0342
 LL0342.The geoid height was determined by GEOID03.
 LL0342
 LL0342.The dynamic height is computed by dividing the NAVD 88
 LL0342.geopotential number by the normal gravity value computed on the
 LL0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0342.degrees latitude (g = 980.6199 gals.).
 LL0342
 LL0342.The modeled gravity was interpolated from observed gravity values.
 LL0342
 LL0342;                    North         East    Units  Estimated Accuracy
 LL0342;SPC CO N     -   457,900.      966,460.      MT  (+/- 180 meters Scaled)
 LL0342
 LL0342                          SUPERSEDED SURVEY CONTROL
 LL0342
 LL0342  NGVD 29 (??/??/??) 1651.254  (m)         5417.49   (f) ADJUSTED    1 2
 LL0342
 LL0342.Superseded values are not recommended for survey control.
 LL0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0342.See file dsdata.txt to determine how the superseded data were derived.
 LL0342
 LL0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF098066(NAD 83)
 LL0342_MARKER: DB = BENCH MARK DISK
 LL0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0342_STAMPING: J 356 1954
 LL0342_MARK LOGO: CGS   
 LL0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0342+STABILITY: SURFACE MOTION
 LL0342
 LL0342  HISTORY     - Date     Condition        Report By
 LL0342  HISTORY     - 1954     MONUMENTED       CGS
 LL0342  HISTORY     - 1983     GOOD             CGS
 LL0342  HISTORY     - 1984     GOOD             NGS
 LL0342
 LL0342                          STATION DESCRIPTION
 LL0342
 LL0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LL0342'5.6 MI W FROM NUNN.
 LL0342'0.3 MILE NORTHWEST ALONG U.S. HIGHWAY 85 FROM THE UNION PACIFIC
 LL0342'RAILROAD STATION AT NUNN, THENCE 5.3 MILES WEST ALONG A GRAVELED
 LL0342'ROAD, 199 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 60 FEET
 LL0342'SOUTHEAST OF THE SOUTHEAST CORNER OF A FARMHOUSE, 3 FEET NORTH
 LL0342'OF THE NORTHWEST CORNER OF A GARAGE, 21 FEET EAST OF THE CENTER
 LL0342'LINE OF A PRIVATE DRIVEWAY, SET IN THE TOP OF A CONCRETE POST
 LL0342'WHICH IS FLUSH WITH THE GROUND.
 LL0342
 LL0342                          STATION RECOVERY (1983)
 LL0342
 LL0342'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1983
 LL0342'ADD: A NEW WITNESS POST WAS SET IN THE SAME LOCATION AS REPORTED IN
 LL0342'1954.
 LL0342
 LL0342                          STATION RECOVERY (1984)
 LL0342
 LL0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0342'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.8 KM (0.5 MI)
 LL0342'NORTH ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION WITH 4TH STREET IN NUNN,
 LL0342'THENCE 8.6 KM (5.35 MI) WEST ALONG COUNTY ROAD 100 OR 9.8 KM (6.1 MI)
 LL0342'EAST ALONG COUNTY ROAD 64 AND COUNTY ROAD 100 FROM ITS JUNCTION WITH
 LL0342'NORTH SIXTH STREET IN WELLINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0106 ***********************************************************************
 KK0106  DESIGNATION -  J 357
 KK0106  PID         -  KK0106
 KK0106  STATE/COUNTY-  CO/ARAPAHOE
 KK0106  USGS QUAD   -  BYERS (1978)
 KK0106
 KK0106                         *CURRENT SURVEY CONTROL
 KK0106  ___________________________________________________________________
 KK0106* NAD 83(1986)-  39 42 38.     (N)    104 08 04.     (W)     SCALED    
 KK0106* NAVD 88     -      1571.233  (meters)    5154.95   (feet)  ADJUSTED  
 KK0106  ___________________________________________________________________
 KK0106  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 KK0106  DYNAMIC HT  -        1569.809 (meters)    5150.28  (feet)  COMP
 KK0106  MODELED GRAV-     979,664.4   (mgal)                       NAVD 88
 KK0106
 KK0106  VERT ORDER  -  SECOND    CLASS 0
 KK0106
 KK0106.The horizontal coordinates were scaled from a topographic map and have
 KK0106.an estimated accuracy of +/- 6 seconds.
 KK0106
 KK0106.The orthometric height was determined by differential leveling
 KK0106.and adjusted by the National Geodetic Survey in June 1991..
 KK0106
 KK0106.The geoid height was determined by GEOID03.
 KK0106
 KK0106.The dynamic height is computed by dividing the NAVD 88
 KK0106.geopotential number by the normal gravity value computed on the
 KK0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0106.degrees latitude (g = 980.6199 gals.).
 KK0106
 KK0106.The modeled gravity was interpolated from observed gravity values.
 KK0106
 KK0106;                    North         East    Units  Estimated Accuracy
 KK0106;SPC CO C     -   514,070.    1,031,500.      MT  (+/- 180 meters Scaled)
 KK0106
 KK0106                          SUPERSEDED SURVEY CONTROL
 KK0106
 KK0106  NGVD 29 (??/??/92) 1570.409  (m)         5152.25   (f) ADJ UNCH    2 0
 KK0106
 KK0106.Superseded values are not recommended for survey control.
 KK0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0106.See file dsdata.txt to determine how the superseded data were derived.
 KK0106
 KK0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED741959(NAD 83)
 KK0106_MARKER: DB = BENCH MARK DISK
 KK0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0106_STAMPING: J 357 1954
 KK0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0106+STABILITY: SURFACE MOTION
 KK0106
 KK0106  HISTORY     - Date     Condition        Report By
 KK0106  HISTORY     - 1954     MONUMENTED       CGS
 KK0106
 KK0106                          STATION DESCRIPTION
 KK0106
 KK0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK0106'5 MI E FROM BYERS.
 KK0106'0.5 MILE SOUTHEAST ALONG U.S. HIGHWAYS 40 AND 287 FROM THE UNION
 KK0106'PACIFIC RAILROAD STATION AT BYERS, THENCE 4.5 MILES EAST ALONG A
 KK0106'GRAVELED ROAD, 76 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 KK0106'SMALL SCHOOLHOUSE, 55 FEET EAST OF THE CENTER LINE OF A NORTH AND
 KK0106'SOUTH ROAD, 32 FEET SOUTH OF THE EXTENDED CENTER LINE OF A ROAD
 KK0106'LEADING WEST, 9 FEET EAST OF A POWER POLE, 1.5 FEET SOUTH OF A
 KK0106'FENCE, 2.5 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 KK0106'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0423 ***********************************************************************
 LL0423  DESIGNATION -  J 358
 LL0423  PID         -  LL0423
 LL0423  STATE/COUNTY-  CO/LARIMER
 LL0423  USGS QUAD   -  BUCKEYE (1978)
 LL0423
 LL0423                         *CURRENT SURVEY CONTROL
 LL0423  ___________________________________________________________________
 LL0423* NAD 83(1986)-  40 45 10.     (N)    105 04 33.     (W)     SCALED    
 LL0423* NAVD 88     -      1641.065  (meters)    5384.06   (feet)  ADJUSTED  
 LL0423  ___________________________________________________________________
 LL0423  GEOID HEIGHT-         -15.51  (meters)                     GEOID03
 LL0423  DYNAMIC HT  -        1639.677 (meters)    5379.51  (feet)  COMP
 LL0423  MODELED GRAV-     979,721.2   (mgal)                       NAVD 88
 LL0423
 LL0423  VERT ORDER  -  FIRST     CLASS II
 LL0423
 LL0423.The horizontal coordinates were scaled from a topographic map and have
 LL0423.an estimated accuracy of +/- 6 seconds.
 LL0423
 LL0423.The orthometric height was determined by differential leveling
 LL0423.and adjusted by the National Geodetic Survey in June 1991..
 LL0423
 LL0423.The geoid height was determined by GEOID03.
 LL0423
 LL0423.The dynamic height is computed by dividing the NAVD 88
 LL0423.geopotential number by the normal gravity value computed on the
 LL0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0423.degrees latitude (g = 980.6199 gals.).
 LL0423
 LL0423.The modeled gravity was interpolated from observed gravity values.
 LL0423
 LL0423;                    North         East    Units  Estimated Accuracy
 LL0423;SPC CO N     -   462,490.      950,220.      MT  (+/- 180 meters Scaled)
 LL0423
 LL0423                          SUPERSEDED SURVEY CONTROL
 LL0423
 LL0423  NGVD 29 (??/??/92) 1640.100  (m)         5380.89   (f) ADJ UNCH    1 2
 LL0423
 LL0423.Superseded values are not recommended for survey control.
 LL0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0423.See file dsdata.txt to determine how the superseded data were derived.
 LL0423
 LL0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF935113(NAD 83)
 LL0423_MARKER: DB = BENCH MARK DISK
 LL0423_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LL0423_SP_SET: BRIDGE
 LL0423_STAMPING: J 358 1954
 LL0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0423
 LL0423  HISTORY     - Date     Condition        Report By
 LL0423  HISTORY     - 1954     MONUMENTED       CGS
 LL0423  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0423
 LL0423                          STATION DESCRIPTION
 LL0423
 LL0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LL0423'1.2 MI N FROM WAVERLY.
 LL0423'1.2 MILES NORTH ALONG STATE HIGHWAY 253 FROM THE WAVERLY SCHOOL
 LL0423'AT WAVERLY, 0.1 MILE SOUTH OF A JUNCTION WITH AN EAST AND WEST
 LL0423'ROAD, 12 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 LL0423'TOP OF THE CENTER OF THE SOUTHEAST WINGWALL OF A CONCRETE BRIDGE
 LL0423'OVER AN IRRIGATION DITCH.
 LL0423
 LL0423                          STATION RECOVERY (1984)
 LL0423
 LL0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0423'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1024 ***********************************************************************
 KK1024  DESIGNATION -  J 359
 KK1024  PID         -  KK1024
 KK1024  STATE/COUNTY-  CO/CLEAR CREEK
 KK1024  USGS QUAD   -  BERTHOUD PASS (1957)
 KK1024
 KK1024                         *CURRENT SURVEY CONTROL
 KK1024  ___________________________________________________________________
 KK1024* NAD 83(1986)-  39 46 42.     (N)    105 47 52.     (W)     SCALED    
 KK1024* NAVD 88     -      3104.936  (meters)   10186.78   (feet)  ADJUSTED  
 KK1024  ___________________________________________________________________
 KK1024  GEOID HEIGHT-         -12.32  (meters)                     GEOID03
 KK1024  DYNAMIC HT  -        3100.982 (meters)   10173.81  (feet)  COMP
 KK1024  MODELED GRAV-     979,239.6   (mgal)                       NAVD 88
 KK1024
 KK1024  VERT ORDER  -  FIRST     CLASS II
 KK1024
 KK1024.The horizontal coordinates were scaled from a topographic map and have
 KK1024.an estimated accuracy of +/- 6 seconds.
 KK1024
 KK1024.The orthometric height was determined by differential leveling
 KK1024.and adjusted by the National Geodetic Survey in June 1991..
 KK1024
 KK1024.The geoid height was determined by GEOID03.
 KK1024
 KK1024.The dynamic height is computed by dividing the NAVD 88
 KK1024.geopotential number by the normal gravity value computed on the
 KK1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1024.degrees latitude (g = 980.6199 gals.).
 KK1024
 KK1024.The modeled gravity was interpolated from observed gravity values.
 KK1024
 KK1024;                    North         East    Units  Estimated Accuracy
 KK1024;SPC CO C     -   520,760.      888,890.      MT  (+/- 180 meters Scaled)
 KK1024
 KK1024                          SUPERSEDED SURVEY CONTROL
 KK1024
 KK1024  NGVD 29 (??/??/92) 3103.209  (m)        10181.11   (f) ADJ UNCH    1 2
 KK1024
 KK1024.Superseded values are not recommended for survey control.
 KK1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1024.See file dsdata.txt to determine how the superseded data were derived.
 KK1024
 KK1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE316034(NAD 83)
 KK1024_MARKER: DB = BENCH MARK DISK
 KK1024_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK1024_SP_SET: CULVERT
 KK1024_STAMPING: J 359 1954
 KK1024_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1024
 KK1024  HISTORY     - Date     Condition        Report By
 KK1024  HISTORY     - 1954     MONUMENTED       CGS
 KK1024
 KK1024                          STATION DESCRIPTION
 KK1024
 KK1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK1024'8.8 MI W FROM EMPIRE.
 KK1024'8.8 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE PUBLIC SCHOOL AT
 KK1024'EMPIRE, 35 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 22
 KK1024'FEET SOUTH OF HIGHWAY MARKER 240, 4 FEET BELOW THE LEVEL OF THE
 KK1024'HIGHWAY, SET IN THE TOP OF THE CENTER OF THE NORTHWEST HEADWALL OF
 KK1024'A STONE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0045 ***********************************************************************
 KM0045  DESIGNATION -  J 36
 KM0045  PID         -  KM0045
 KM0045  STATE/COUNTY-  CO/GARFIELD
 KM0045  USGS QUAD   -  CARBONERA (1973)
 KM0045
 KM0045                         *CURRENT SURVEY CONTROL
 KM0045  ___________________________________________________________________
 KM0045* NAD 83(1986)-  39 25 53.     (N)    108 57 54.     (W)     SCALED    
 KM0045* NAVD 88     -      1627.436  (meters)    5339.35   (feet)  ADJUSTED  
 KM0045  ___________________________________________________________________
 KM0045  GEOID HEIGHT-         -16.69  (meters)                     GEOID03
 KM0045  DYNAMIC HT  -        1625.877 (meters)    5334.23  (feet)  COMP
 KM0045  MODELED GRAV-     979,611.2   (mgal)                       NAVD 88
 KM0045
 KM0045  VERT ORDER  -  FIRST     CLASS II
 KM0045
 KM0045.The horizontal coordinates were scaled from a topographic map and have
 KM0045.an estimated accuracy of +/- 6 seconds.
 KM0045
 KM0045.The orthometric height was determined by differential leveling
 KM0045.and adjusted by the National Geodetic Survey in June 1991..
 KM0045
 KM0045.The geoid height was determined by GEOID03.
 KM0045
 KM0045.The dynamic height is computed by dividing the NAVD 88
 KM0045.geopotential number by the normal gravity value computed on the
 KM0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0045.degrees latitude (g = 980.6199 gals.).
 KM0045
 KM0045.The modeled gravity was interpolated from observed gravity values.
 KM0045
 KM0045;                    North         East    Units  Estimated Accuracy
 KM0045;SPC CO C     -   487,890.      616,160.      MT  (+/- 180 meters Scaled)
 KM0045
 KM0045                          SUPERSEDED SURVEY CONTROL
 KM0045
 KM0045  NGVD 29 (??/??/92) 1626.290  (m)         5335.59   (f) ADJ UNCH    1 2
 KM0045
 KM0045.Superseded values are not recommended for survey control.
 KM0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0045.See file dsdata.txt to determine how the superseded data were derived.
 KM0045
 KM0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ751666(NAD 83)
 KM0045_MARKER: DB = BENCH MARK DISK
 KM0045_SETTING: 80 = SET IN A BOULDER
 KM0045_SP_SET: BOULDER
 KM0045_STAMPING: 5335.586 J 36 1933
 KM0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0045+STABILITY: SURFACE MOTION
 KM0045
 KM0045  HISTORY     - Date     Condition        Report By
 KM0045  HISTORY     - 1933     MONUMENTED       CGS
 KM0045  HISTORY     - 1968     MARK NOT FOUND   USGS
 KM0045
 KM0045                          STATION DESCRIPTION
 KM0045
 KM0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KM0045'10.3 MI S FROM ATCHEE.
 KM0045'ON UINTAH RY. RIGHT OF WAY, 100 FEET NORTHWEST OF MILEPOST 18, 0.7
 KM0045'MILES NORTH OF COOLIE SIDING, AT BASE OF HIGH ROCK POINT OF CLIFF, 75
 KM0045'FEET WEST OF RAILROAD CENTER-LINE, ON TOP OF SANDSTONE BOULDER PAINTED
 KM0045'WHITE B.M.
 KM0045
 KM0045                          STATION RECOVERY (1968)
 KM0045
 KM0045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KM0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3638 ***********************************************************************
 AA3638  DESIGNATION -  J 360 RESET
 AA3638  PID         -  AA3638
 AA3638  STATE/COUNTY-  CO/GRAND
 AA3638  USGS QUAD   -  FRASER (1957)
 AA3638
 AA3638                         *CURRENT SURVEY CONTROL
 AA3638  ___________________________________________________________________
 AA3638* NAD 83(1986)-  39 58 41.     (N)    105 49 40.     (W)     SCALED    
 AA3638* NAVD 88     -      2564.16   (+/-2cm)    8412.6    (feet)  VERTCON   
 AA3638  ___________________________________________________________________
 AA3638  GEOID HEIGHT-         -12.44  (meters)                     GEOID03
 AA3638
 AA3638  VERT ORDER  -  THIRD (See Below)
 AA3638
 AA3638.The horizontal coordinates were scaled from a topographic map and have
 AA3638.an estimated accuracy of +/- 6 seconds.
 AA3638
 AA3638.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3638.The vertical order pertains to the NGVD 29 superseded value.
 AA3638
 AA3638.The geoid height was determined by GEOID03.
 AA3638
 AA3638;                    North         East    Units  Estimated Accuracy
 AA3638;SPC CO N     -   376,440.      886,400.      MT  (+/- 180 meters Scaled)
 AA3638
 AA3638                          SUPERSEDED SURVEY CONTROL
 AA3638
 AA3638  NGVD 29 (03/28/06) 2562.76   (m)         8408.0    (f) RESET       3  
 AA3638
 AA3638.Superseded values are not recommended for survey control.
 AA3638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3638.See file dsdata.txt to determine how the superseded data were derived.
 AA3638
 AA3638_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE293256(NAD 83)
 AA3638_MARKER: DV = VERTICAL CONTROL DISK
 AA3638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3638_STAMPING: J 360 RESET 1976
 AA3638_MARK LOGO: NGS   
 AA3638_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3638+STABILITY: SURFACE MOTION
 AA3638
 AA3638  HISTORY     - Date     Condition        Report By
 AA3638  HISTORY     - 1976     MONUMENTED       CODH
 AA3638
 AA3638                          STATION DESCRIPTION
 AA3638
 AA3638'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1976 (KW)
 AA3638'2.4 MILES (3.9 KM) NORTH ALONG THE DENVER AND RIO GRANDE RAILROAD FROM
 AA3638'THE STATION IN FRASER, 98 FEET (29.9 M) EAST OF THE EAST RAIL, 59 FEET
 AA3638'(18.0 M) WEST OF THE CENTERLINE OF US HIGHWAY 40, 17.5 FEET (5.3 M)
 AA3638'NORTHEAST OF A POWER POLE AND 54.5 FEET (16.6 M) SOUTHEAST OF A
 AA3638'TELEGRAPH POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0742 ***********************************************************************
 LL0742  DESIGNATION -  J 361
 LL0742  PID         -  LL0742
 LL0742  STATE/COUNTY-  CO/GRAND
 LL0742  USGS QUAD   -  SHADOW MOUNTAIN (1978)
 LL0742
 LL0742                         *CURRENT SURVEY CONTROL
 LL0742  ___________________________________________________________________
 LL0742* NAD 83(1986)-  40 12 02.     (N)    105 51 56.     (W)     SCALED    
 LL0742* NAVD 88     -      2556.896  (meters)    8388.75   (feet)  ADJUSTED  
 LL0742  ___________________________________________________________________
 LL0742  GEOID HEIGHT-         -12.28  (meters)                     GEOID03
 LL0742  DYNAMIC HT  -        2554.063 (meters)    8379.45  (feet)  COMP
 LL0742  MODELED GRAV-     979,424.7   (mgal)                       NAVD 88
 LL0742
 LL0742  VERT ORDER  -  FIRST     CLASS II
 LL0742
 LL0742.The horizontal coordinates were scaled from a topographic map and have
 LL0742.an estimated accuracy of +/- 6 seconds.
 LL0742
 LL0742.The orthometric height was determined by differential leveling
 LL0742.and adjusted by the National Geodetic Survey in June 1991..
 LL0742
 LL0742.The geoid height was determined by GEOID03.
 LL0742
 LL0742.The dynamic height is computed by dividing the NAVD 88
 LL0742.geopotential number by the normal gravity value computed on the
 LL0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0742.degrees latitude (g = 980.6199 gals.).
 LL0742
 LL0742.The modeled gravity was interpolated from observed gravity values.
 LL0742
 LL0742;                    North         East    Units  Estimated Accuracy
 LL0742;SPC CO N     -   401,150.      883,280.      MT  (+/- 180 meters Scaled)
 LL0742
 LL0742                          SUPERSEDED SURVEY CONTROL
 LL0742
 LL0742  NGVD 29 (??/??/92) 2555.504  (m)         8384.18   (f) ADJ UNCH    1 2
 LL0742
 LL0742.Superseded values are not recommended for survey control.
 LL0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0742.See file dsdata.txt to determine how the superseded data were derived.
 LL0742
 LL0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE263503(NAD 83)
 LL0742_MARKER: DB = BENCH MARK DISK
 LL0742_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0742_SP_SET: CULVERT
 LL0742_STAMPING: J 361 1954
 LL0742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0742
 LL0742  HISTORY     - Date     Condition        Report By
 LL0742  HISTORY     - 1954     MONUMENTED       CGS
 LL0742  HISTORY     - 19920226 MARK NOT FOUND   CODH
 LL0742
 LL0742                          STATION DESCRIPTION
 LL0742
 LL0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LL0742'5.1 MI SW FROM GRAND LAKE.
 LL0742'0.9 MILE WEST ALONG STATE HIGHWAY 278 FROM THE POST OFFICE AT GRAND
 LL0742'LAKE, THENCE 4.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 34, 20 FEET
 LL0742'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 LL0742'NORTHEAST END OF THE NORTHWEST CONCRETE HEADWALL OF A 14 INCH PIPE
 LL0742'CULVERT.
 LL0742
 LL0742                          STATION RECOVERY (1992)
 LL0742
 LL0742'RECOVERY NOTE BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1992
 LL0742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0161 ***********************************************************************
 LM0161  DESIGNATION -  J 362
 LM0161  PID         -  LM0161
 LM0161  STATE/COUNTY-  CO/JACKSON
 LM0161  USGS QUAD   -  RAND (1956)
 LM0161
 LM0161                         *CURRENT SURVEY CONTROL
 LM0161  ___________________________________________________________________
 LM0161* NAD 83(1986)-  40 25 17.     (N)    106 07 36.     (W)     SCALED    
 LM0161* NAVD 88     -      2697.228  (meters)    8849.16   (feet)  ADJUSTED  
 LM0161  ___________________________________________________________________
 LM0161  GEOID HEIGHT-         -11.98  (meters)                     GEOID03
 LM0161  DYNAMIC HT  -        2694.218 (meters)    8839.28  (feet)  COMP
 LM0161  MODELED GRAV-     979,411.1   (mgal)                       NAVD 88
 LM0161
 LM0161  VERT ORDER  -  FIRST     CLASS II
 LM0161
 LM0161.The horizontal coordinates were scaled from a topographic map and have
 LM0161.an estimated accuracy of +/- 6 seconds.
 LM0161
 LM0161.The orthometric height was determined by differential leveling
 LM0161.and adjusted by the National Geodetic Survey in June 1991..
 LM0161
 LM0161.The geoid height was determined by GEOID03.
 LM0161
 LM0161.The dynamic height is computed by dividing the NAVD 88
 LM0161.geopotential number by the normal gravity value computed on the
 LM0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0161.degrees latitude (g = 980.6199 gals.).
 LM0161
 LM0161.The modeled gravity was interpolated from observed gravity values.
 LM0161
 LM0161;                    North         East    Units  Estimated Accuracy
 LM0161;SPC CO N     -   425,800.      861,220.      MT  (+/- 180 meters Scaled)
 LM0161
 LM0161                          SUPERSEDED SURVEY CONTROL
 LM0161
 LM0161  NGVD 29 (??/??/92) 2695.748  (m)         8844.30   (f) ADJ UNCH    1 2
 LM0161
 LM0161.Superseded values are not recommended for survey control.
 LM0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0161.See file dsdata.txt to determine how the superseded data were derived.
 LM0161
 LM0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE044751(NAD 83)
 LM0161_MARKER: DB = BENCH MARK DISK
 LM0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0161_STAMPING: J 362 1954
 LM0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0161+STABILITY: SURFACE MOTION
 LM0161
 LM0161  HISTORY     - Date     Condition        Report By
 LM0161  HISTORY     - 1954     MONUMENTED       CGS
 LM0161
 LM0161                          STATION DESCRIPTION
 LM0161
 LM0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LM0161'3.85 MI S FROM RAND.
 LM0161'3.85 MILES SOUTH ALONG STATE HIGHWAY 125 FROM THE POST OFFICE AT RAND,
 LM0161'56 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 44 FEET SOUTHWEST
 LM0161'OF A FENCE, 30 FEET NORTHWEST OF AN 18 INCH PINE TREE, 2.5 FEET
 LM0161'SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LM0161'PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0352 ***********************************************************************
 KJ0352  DESIGNATION -  J 363
 KJ0352  PID         -  KJ0352
 KJ0352  STATE/COUNTY-  CO/WASHINGTON
 KJ0352  USGS QUAD   -  WOODLIN SCHOOL (1973)
 KJ0352
 KJ0352                         *CURRENT SURVEY CONTROL
 KJ0352  ___________________________________________________________________
 KJ0352* NAD 83(1986)-  39 47 53.     (N)    103 35 34.     (W)     SCALED    
 KJ0352* NAVD 88     -      1446.718  (meters)    4746.44   (feet)  ADJUSTED  
 KJ0352  ___________________________________________________________________
 KJ0352  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 KJ0352  DYNAMIC HT  -        1445.472 (meters)    4742.35  (feet)  COMP
 KJ0352  MODELED GRAV-     979,713.9   (mgal)                       NAVD 88
 KJ0352
 KJ0352  VERT ORDER  -  SECOND    CLASS 0
 KJ0352
 KJ0352.The horizontal coordinates were scaled from a topographic map and have
 KJ0352.an estimated accuracy of +/- 6 seconds.
 KJ0352
 KJ0352.The orthometric height was determined by differential leveling
 KJ0352.and adjusted by the National Geodetic Survey in June 1991..
 KJ0352
 KJ0352.The geoid height was determined by GEOID03.
 KJ0352
 KJ0352.The dynamic height is computed by dividing the NAVD 88
 KJ0352.geopotential number by the normal gravity value computed on the
 KJ0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0352.degrees latitude (g = 980.6199 gals.).
 KJ0352
 KJ0352.The modeled gravity was interpolated from observed gravity values.
 KJ0352
 KJ0352;                    North         East    Units  Estimated Accuracy
 KJ0352;SPC CO N     -   358,160.    1,077,730.      MT  (+/- 180 meters Scaled)
 KJ0352
 KJ0352                          SUPERSEDED SURVEY CONTROL
 KJ0352
 KJ0352  NGVD 29 (??/??/92) 1445.990  (m)         4744.05   (f) ADJ UNCH    2 0
 KJ0352
 KJ0352.Superseded values are not recommended for survey control.
 KJ0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0352.See file dsdata.txt to determine how the superseded data were derived.
 KJ0352
 KJ0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFE204062(NAD 83)
 KJ0352_MARKER: DB = BENCH MARK DISK
 KJ0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0352_STAMPING: J 363 1954
 KJ0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0352+STABILITY: SURFACE MOTION
 KJ0352
 KJ0352  HISTORY     - Date     Condition        Report By
 KJ0352  HISTORY     - 1954     MONUMENTED       CGS
 KJ0352
 KJ0352                          STATION DESCRIPTION
 KJ0352
 KJ0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KJ0352'4 MI N FROM LAST CHANCE.
 KJ0352'4.0 MILES NORTH ALONG STATE HIGHWAY 71 FROM ITS INTERSECTION WITH
 KJ0352'U.S. HIGHWAY 36 AT LAST CHANCE, 49 FEET EAST OF THE CENTER LINE OF
 KJ0352'THE HIGHWAY, 75 FEET SOUTH OF THE EXTENDED CENTER LINE OF A GRADED
 KJ0352'DIRT ROAD LEADING WEST, 32.4 FEET SOUTH OF A TELEPHONE POLE, 2.4
 KJ0352'FEET EAST OF A FENCE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 KJ0352'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE7667 ***********************************************************************
 AE7667  DESIGNATION -  J 364 RESET
 AE7667  PID         -  AE7667
 AE7667  STATE/COUNTY-  CO/ALAMOSA
 AE7667  USGS QUAD   -  ALAMOSA EAST (1966)
 AE7667
 AE7667                         *CURRENT SURVEY CONTROL
 AE7667  ___________________________________________________________________
 AE7667* NAD 83(1986)-  37 26 38.     (N)    105 51 52.     (W)     SCALED    
 AE7667* NAVD 88     -      2298.10   (meters)    7539.7    (feet)  RESET     
 AE7667  ___________________________________________________________________
 AE7667  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 AE7667
 AE7667  VERT ORDER  -  THIRD
 AE7667
 AE7667.This mark is at San Luis Valley Regional/bergman Fld Airport (ALS)
 AE7667
 AE7667.The horizontal coordinates were scaled from a topographic map and have
 AE7667.an estimated accuracy of +/- 6 seconds.
 AE7667
 AE7667.The orthometric height was computed from unverified reset data.
 AE7667
 AE7667.Photographs are available for this station.
 AE7667
 AE7667.The geoid height was determined by GEOID03.
 AE7667
 AE7667;                    North         East    Units  Estimated Accuracy
 AE7667;SPC CO S     -   391,120.      882,150.      MT  (+/- 180 meters Scaled)
 AE7667
 AE7667                          SUPERSEDED SURVEY CONTROL
 AE7667
 AE7667.No superseded survey control is available for this station.
 AE7667
 AE7667_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB235444(NAD 83)
 AE7667_MARKER: DV = VERTICAL CONTROL DISK
 AE7667_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE7667_SP_SET: SIDEWALK
 AE7667_STAMPING: J 364 RESET 1993
 AE7667_MARK LOGO: NGS   
 AE7667_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE7667_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE7667+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 AE7667
 AE7667  HISTORY     - Date     Condition        Report By
 AE7667  HISTORY     - 1993     MONUMENTED       NGS
 AE7667  HISTORY     - 20040925 GOOD             GEOCAC
 AE7667
 AE7667                          STATION DESCRIPTION
 AE7667
 AE7667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RSC)
 AE7667'THE STATION IS LOCATED AT THE SAN LUIS VALLEY REGIONAL AIRPORT
 AE7667'(BERGMAN FIELD) IN ALAMOSA, IN THE NORTHEAST 1/4 OF SECTION 22, T 37
 AE7667'N, R 10 E.  OWNERSHIP--ON THE PROPERTY OF THE SAN LUIS VALLEY REGIONAL
 AE7667'AIRPORT. TO REACH THE STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY
 AE7667'160 AND STATE AVENUE IN ALAMOSA, GO SOUTH ON STATE AVENUE FOR 1.7 MI
 AE7667'(2.7 KM) TO THE AIRPORT OPERATIONS BUILDING AND THE MARK NEXT TO THE
 AE7667'SOUTHWEST SIDE OF THE BUILDING. THE MARK IS A STANDARD DISK SET IN A
 AE7667'CONCRETE SIDEWALK.  IT IS 24.5 M (80.4 FT) EAST OF A POWER POLE WITH
 AE7667'TRANSFORMERS, 5.4 M (17.7 FT) WEST OF THE CENTER OF DOORS INTO THE
 AE7667'BUILDING, 3.7 M (12.1 FT) NORTH OF A LIGHT POLE WITH JUNCTION BOX, 0.5
 AE7667'M (1.6 FT) EAST OF A CHAINLINK FENCE AND 0.37 M (1.21 FT) SOUTH OF A
 AE7667'RED BRICK WALL OF THE TERMINAL.
 AE7667
 AE7667                          STATION RECOVERY (2004)
 AE7667
 AE7667'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AE7667'RECOVERED IN GOOD CONDITION INSIDE SECURED FENCE AREA.  HANDHELD GPS
 AE7667'COORDINATES N37 26 37.5 W105 51 52.1
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0294 ***********************************************************************
 JJ0294  DESIGNATION -  J 37
 JJ0294  PID         -  JJ0294
 JJ0294  STATE/COUNTY-  CO/KIOWA
 JJ0294  USGS QUAD   -  DUNLAP RANCH (1982)
 JJ0294
 JJ0294                         *CURRENT SURVEY CONTROL
 JJ0294  ___________________________________________________________________
 JJ0294* NAD 83(1992)-  38 31 05.96318(N)    102 47 09.20383(W)     ADJUSTED  
 JJ0294* NAVD 88     -      1296.265  (meters)    4252.83   (feet)  ADJUSTED  
 JJ0294  ___________________________________________________________________
 JJ0294  X           -  -1,106,054.718 (meters)                     COMP
 JJ0294  Y           -  -4,873,873.431 (meters)                     COMP
 JJ0294  Z           -   3,951,414.202 (meters)                     COMP
 JJ0294  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 JJ0294  ELLIP HEIGHT-        1273.68  (meters)          (12/03/02) GPS OBS
 JJ0294  GEOID HEIGHT-         -22.58  (meters)                     GEOID03
 JJ0294  DYNAMIC HT  -        1295.043 (meters)    4248.82  (feet)  COMP
 JJ0294  MODELED GRAV-     979,639.9   (mgal)                       NAVD 88
 JJ0294
 JJ0294  HORZ ORDER  -  FIRST
 JJ0294  VERT ORDER  -  FIRST     CLASS II
 JJ0294  ELLP ORDER  -  FOURTH    CLASS II
 JJ0294
 JJ0294.The horizontal coordinates were established by GPS observations
 JJ0294.and adjusted by the National Geodetic Survey in April 1997..
 JJ0294
 JJ0294.The orthometric height was determined by differential leveling
 JJ0294.and adjusted by the National Geodetic Survey in June 1991..
 JJ0294
 JJ0294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JJ0294
 JJ0294.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0294
 JJ0294.The ellipsoidal height was determined by GPS observations
 JJ0294.and is referenced to NAD 83.
 JJ0294
 JJ0294.The geoid height was determined by GEOID03.
 JJ0294
 JJ0294.The dynamic height is computed by dividing the NAVD 88
 JJ0294.geopotential number by the normal gravity value computed on the
 JJ0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0294.degrees latitude (g = 980.6199 gals.).
 JJ0294
 JJ0294.The modeled gravity was interpolated from observed gravity values.
 JJ0294
 JJ0294;                    North         East     Units Scale Factor Converg.
 JJ0294;SPC CO S     -   513,751.780 1,151,071.794   MT  1.00001662   +1 39 53.2
 JJ0294;SPC CO S     - 1,685,533.96  3,776,474.71   sFT  1.00001662   +1 39 53.2
 JJ0294;UTM  13      - 4,265,649.923   693,027.657   MT  1.00005887   +1 22 45.5
 JJ0294
 JJ0294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0294!SPC CO S     -   0.99980019  x   1.00001662  =   0.99981681
 JJ0294!UTM  13      -   0.99980019  x   1.00005887  =   0.99985905
 JJ0294
 JJ0294                          SUPERSEDED SURVEY CONTROL
 JJ0294
 JJ0294  ELLIP H (04/04/97) 1273.65   (m)                       GP(       ) 4 1
 JJ0294  NGVD 29 (??/??/92) 1295.706  (m)         4251.00   (f) ADJ UNCH    1 2
 JJ0294
 JJ0294.Superseded values are not recommended for survey control.
 JJ0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0294.See file dsdata.txt to determine how the superseded data were derived.
 JJ0294
 JJ0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC9302865650(NAD 83)
 JJ0294_MARKER: DB = BENCH MARK DISK
 JJ0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0294_STAMPING: J 37 1933
 JJ0294_MARK LOGO: CGS   
 JJ0294_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JJ0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0294+STABILITY: SURFACE MOTION
 JJ0294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0294+SATELLITE: SATELLITE OBSERVATIONS - March 29, 1996
 JJ0294
 JJ0294  HISTORY     - Date     Condition        Report By
 JJ0294  HISTORY     - 1933     MONUMENTED       CGS
 JJ0294  HISTORY     - 1942     GOOD             NGS
 JJ0294  HISTORY     - 1976     GOOD             USGS
 JJ0294  HISTORY     - 19960329 GOOD             CODOT
 JJ0294
 JJ0294                          STATION DESCRIPTION
 JJ0294
 JJ0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JJ0294'3.1 MI N FROM EADS.
 JJ0294'3.1 MILES NORTH ALONG U.S. HIGHWAY 287 FROM THE COUNTY COURTHOUSE
 JJ0294'AT EADS, KIOWA COUNTY, 0.6 MILE SOUTH OF THE INTERSECTION OF AN
 JJ0294'EAST-AND-WEST ROAD, 60 FEET SOUTH OF POLE 2980, AND 38 FEET WEST OF
 JJ0294'THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED J 37 1933
 JJ0294'AND SET IN THE TOP OF A CONCRETE POST.
 JJ0294
 JJ0294                          STATION RECOVERY (1976)
 JJ0294
 JJ0294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JJ0294'JUNCTION OF US HIGHWAY 287 AND COLORADO STATE HIGHWAY 96 IN EADS. 2.7
 JJ0294'MILES NORTH ALONG US HIGHWAY 287, 0.3 MILES NORTH OF HIGHWAY AT TRAIL
 JJ0294'WEST, 55 FEET WEST OF CENTERLINE OF HIGHWAY, 2 FEET EAST OF ROW
 JJ0294'FENCE. A STANDARD DISK STAMPED J 37 1933 AND SET IN THE TOP OF A
 JJ0294'CONCRETE POST FLUSH WITH GROUND.
 JJ0294
 JJ0294                          STATION RECOVERY (1996)
 JJ0294
 JJ0294'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (JRZ)
 JJ0294'RECOVERED AS DESCRIBED.  FROM JUNCTION OF US HIGHWAY 287 AND SH
 JJ0294'HIGHWAY 96 IN EADS, TRAVEL 2.7 MILESNORTH ALONG US HIGHWAY 287, 0.3
 JJ0294'MILESNORTH OF HIGHWAY AT TRAIL WEST, 55 FEETWEST OF CENTERLINE OF
 JJ0294'HIGHWAY.  2 FEETEAST OF ROW FENCE.  DISK IS SET IN TOP OF CONCRETE
 JJ0294'POST FLUSH WITH GROUND.  STATION WAS RECOVERED IN GOOD CONDITION IN
 JJ0294'MARCH 1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0070 ***********************************************************************
 KK0070  DESIGNATION -  J 374
 KK0070  PID         -  KK0070
 KK0070  STATE/COUNTY-  CO/ARAPAHOE
 KK0070  USGS QUAD   -  STRASBURG NW (1978)
 KK0070
 KK0070                         *CURRENT SURVEY CONTROL
 KK0070  ___________________________________________________________________
 KK0070* NAD 83(1986)-  39 38 58.     (N)    104 29 38.     (W)     SCALED    
 KK0070* NAVD 88     -      1816.845  (meters)    5960.77   (feet)  ADJUSTED  
 KK0070  ___________________________________________________________________
 KK0070  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 KK0070  DYNAMIC HT  -        1815.107 (meters)    5955.06  (feet)  COMP
 KK0070  MODELED GRAV-     979,604.9   (mgal)                       NAVD 88
 KK0070
 KK0070  VERT ORDER  -  SECOND    CLASS 0
 KK0070
 KK0070.The horizontal coordinates were scaled from a topographic map and have
 KK0070.an estimated accuracy of +/- 6 seconds.
 KK0070
 KK0070.The orthometric height was determined by differential leveling
 KK0070.and adjusted by the National Geodetic Survey in June 1991..
 KK0070
 KK0070.The geoid height was determined by GEOID03.
 KK0070
 KK0070.The dynamic height is computed by dividing the NAVD 88
 KK0070.geopotential number by the normal gravity value computed on the
 KK0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0070.degrees latitude (g = 980.6199 gals.).
 KK0070
 KK0070.The modeled gravity was interpolated from observed gravity values.
 KK0070
 KK0070;                    North         East    Units  Estimated Accuracy
 KK0070;SPC CO C     -   506,890.    1,000,750.      MT  (+/- 180 meters Scaled)
 KK0070
 KK0070                          SUPERSEDED SURVEY CONTROL
 KK0070
 KK0070  NGVD 29 (??/??/92) 1815.912  (m)         5957.70   (f) ADJ UNCH    2 0
 KK0070
 KK0070.Superseded values are not recommended for survey control.
 KK0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0070.See file dsdata.txt to determine how the superseded data were derived.
 KK0070
 KK0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED434889(NAD 83)
 KK0070_MARKER: DB = BENCH MARK DISK
 KK0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0070_STAMPING: J 374 1960
 KK0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0070+STABILITY: SURFACE MOTION
 KK0070
 KK0070  HISTORY     - Date     Condition        Report By
 KK0070  HISTORY     - 1960     MONUMENTED       CGS
 KK0070
 KK0070                          STATION DESCRIPTION
 KK0070
 KK0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KK0070'15.5 MI ESE FROM BUCKLEY ANG BASE.
 KK0070'7.2 MILES, EAST AND SOUTH, ALONG COLORADO STATE HIGHWAY 30 FROM
 KK0070'THE MAIN GATE AT BUCKLEY A.N.G. BASE, THENCE LEFT FORK, EAST, 12.4
 KK0070'MILES. THE MARK IS 65 FEET WEST OF THE CENTER OF AN OILED ROAD AND
 KK0070'4 FEET NORTH OF A METAL WITNESS POST, IT IS A STANDARD DISK SET IN
 KK0070'THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 4
 KK0070'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0133 ***********************************************************************
 LN0133  DESIGNATION -  J 379
 LN0133  PID         -  LN0133
 LN0133  STATE/COUNTY-  CO/MOFFAT
 LN0133  USGS QUAD   -  SPARKS (1966)
 LN0133
 LN0133                         *CURRENT SURVEY CONTROL
 LN0133  ___________________________________________________________________
 LN0133* NAD 83(1986)-  40 55 03.     (N)    108 45 25.     (W)     SCALED    
 LN0133* NAVD 88     -      2074.254  (meters)    6805.28   (feet)  ADJUSTED  
 LN0133  ___________________________________________________________________
 LN0133  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 LN0133  DYNAMIC HT  -        2072.339 (meters)    6799.00  (feet)  COMP
 LN0133  MODELED GRAV-     979,626.4   (mgal)                       NAVD 88
 LN0133
 LN0133  VERT ORDER  -  SECOND    CLASS 0
 LN0133
 LN0133.The horizontal coordinates were scaled from a topographic map and have
 LN0133.an estimated accuracy of +/- 6 seconds.
 LN0133
 LN0133.The orthometric height was determined by differential leveling
 LN0133.and adjusted by the National Geodetic Survey in June 1991..
 LN0133
 LN0133.The geoid height was determined by GEOID03.
 LN0133
 LN0133.The dynamic height is computed by dividing the NAVD 88
 LN0133.geopotential number by the normal gravity value computed on the
 LN0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0133.degrees latitude (g = 980.6199 gals.).
 LN0133
 LN0133.The modeled gravity was interpolated from observed gravity values.
 LN0133
 LN0133;                    North         East    Units  Estimated Accuracy
 LN0133;SPC CO N     -   485,740.      640,090.      MT  (+/- 180 meters Scaled)
 LN0133
 LN0133                          SUPERSEDED SURVEY CONTROL
 LN0133
 LN0133  NGVD 29 (??/??/92) 2072.922  (m)         6800.91   (f) ADJ UNCH    2 0
 LN0133
 LN0133.Superseded values are not recommended for survey control.
 LN0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0133.See file dsdata.txt to determine how the superseded data were derived.
 LN0133
 LN0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL888320(NAD 83)
 LN0133_MARKER: DB = BENCH MARK DISK
 LN0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0133_STAMPING: J 379 1962
 LN0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0133+STABILITY: SURFACE MOTION
 LN0133
 LN0133  HISTORY     - Date     Condition        Report By
 LN0133  HISTORY     - 1962     MONUMENTED       CGS
 LN0133
 LN0133                          STATION DESCRIPTION
 LN0133
 LN0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0133'27.05 MI N FROM GREYSTONE.
 LN0133'9.4 MILES NORTH ALONG COUNTY ROAD 10 FROM THE STORE AND POST OFFICE AT
 LN0133'GREYSTONE, THENCE 17.65 MILES NORTH ALONG COUNTY ROAD 318, AT THE
 LN0133'NORTH END OF A CURVE, 50 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.0
 LN0133'FEET SOUTHEAST OF A WITNESS POST, ABOUT 2 FEET LOWER THEN THE ROAD,
 LN0133'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 LN0133'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0086 ***********************************************************************
 HJ0086  DESIGNATION -  J 38
 HJ0086  PID         -  HJ0086
 HJ0086  STATE/COUNTY-  CO/PROWERS
 HJ0086  USGS QUAD   -  CAT CREEK NE (1968)
 HJ0086
 HJ0086                         *CURRENT SURVEY CONTROL
 HJ0086  ___________________________________________________________________
 HJ0086* NAD 83(1986)-  37 53 46.     (N)    102 36 45.     (W)     SCALED    
 HJ0086* NAVD 88     -      1184.257  (meters)    3885.35   (feet)  ADJUSTED  
 HJ0086  ___________________________________________________________________
 HJ0086  GEOID HEIGHT-         -23.17  (meters)                     GEOID03
 HJ0086  DYNAMIC HT  -        1183.086 (meters)    3881.51  (feet)  COMP
 HJ0086  MODELED GRAV-     979,600.3   (mgal)                       NAVD 88
 HJ0086
 HJ0086  VERT ORDER  -  FIRST     CLASS II
 HJ0086
 HJ0086.The horizontal coordinates were scaled from a topographic map and have
 HJ0086.an estimated accuracy of +/- 6 seconds.
 HJ0086
 HJ0086.The orthometric height was determined by differential leveling
 HJ0086.and adjusted by the National Geodetic Survey in June 1991..
 HJ0086
 HJ0086.The geoid height was determined by GEOID03.
 HJ0086
 HJ0086.The dynamic height is computed by dividing the NAVD 88
 HJ0086.geopotential number by the normal gravity value computed on the
 HJ0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0086.degrees latitude (g = 980.6199 gals.).
 HJ0086
 HJ0086.The modeled gravity was interpolated from observed gravity values.
 HJ0086
 HJ0086;                    North         East    Units  Estimated Accuracy
 HJ0086;SPC CO S     -   445,170.    1,168,320.      MT  (+/- 180 meters Scaled)
 HJ0086
 HJ0086                          SUPERSEDED SURVEY CONTROL
 HJ0086
 HJ0086  NGVD 29 (??/??/92) 1183.670  (m)         3883.42   (f) ADJ UNCH    1 2
 HJ0086
 HJ0086.Superseded values are not recommended for survey control.
 HJ0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0086.See file dsdata.txt to determine how the superseded data were derived.
 HJ0086
 HJ0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB099969(NAD 83)
 HJ0086_MARKER: DB = BENCH MARK DISK
 HJ0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0086_STAMPING: J 38 1933
 HJ0086_MARK LOGO: CGS   
 HJ0086_PROJECTION: PROJECTING 10 CENTIMETERS
 HJ0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0086+STABILITY: SURFACE MOTION
 HJ0086
 HJ0086  HISTORY     - Date     Condition        Report By
 HJ0086  HISTORY     - 1933     MONUMENTED       CGS
 HJ0086  HISTORY     - 1942     GOOD             NGS
 HJ0086  HISTORY     - 1967     GOOD             USGS
 HJ0086  HISTORY     - 1985     GOOD             NGS
 HJ0086
 HJ0086                          STATION DESCRIPTION
 HJ0086
 HJ0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 HJ0086'13.6 MI S FROM LAMAR.
 HJ0086'13.6 MILES SOUTH ALONG U.S. HIGHWAY 287 FROM THE COUNTY COURTHOUSE
 HJ0086'AT LAMAR, PROWERS COUNTY, 0.3 MILE NORTH OF CLAY CREEK, IN THE
 HJ0086'FRONT YARD OF SUNNY SLOPE SCHOOL, 210 FEET EAST OF THE SOUTHEAST
 HJ0086'CORNER OF THE SCHOOLHOUSE, AT A ROAD INTERSECTION, 79 FEET WEST OF
 HJ0086'THE CENTERLINE OF THE HIGHWAY, 23 FEET NORTH OF THE CENTERLINE
 HJ0086'OF THE ROAD, AND 38 FEET WEST OF POLE 355 E 40.  A STANDARD DISK,
 HJ0086'STAMPED J 38 1933 AND SET IN THE TOP OF A CONCRETE POST.
 HJ0086
 HJ0086                          STATION RECOVERY (1967)
 HJ0086
 HJ0086'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HJ0086'RECOVERED IN GOOD CONDITION.
 HJ0086
 HJ0086                          STATION RECOVERY (1985)
 HJ0086
 HJ0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HJ0086'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  21.0 KM
 HJ0086'(13.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE CORUTHOUSE IN
 HJ0086'LAMAR, 0.5 KM (0.3 MI) NORTH OF THE HIGHWAY BRIDGE SPANNING CLAY
 HJ0086'CREEK, 57.9 M (190.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE N.R.
 HJ0086'SMITH RESIDENCE, 27.1 M (88.9 FT) WEST OF THE CENTERLINE OF THE
 HJ0086'HIGHWAY, 6.4 M (21.0 FT) NORTH OF THE CENTER OF COUNTY ROAD U, AND
 HJ0086'6.1 M (20.0 FT) EAST OF THE CENTER OF A DRIVEWAY.  NOTE--THE MARK HAS
 HJ0086'BEEN HIT AND THE SOUTHWEST CORNER IS CHIPPED, BUT IT IS SOLID IN THE
 HJ0086'GROUND.
 HJ0086'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 HJ0086'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0156 ***********************************************************************
 LN0156  DESIGNATION -  J 380
 LN0156  PID         -  LN0156
 LN0156  STATE/COUNTY-  CO/MOFFAT
 LN0156  USGS QUAD   -  VERMILLION MESA (1973)
 LN0156
 LN0156                         *CURRENT SURVEY CONTROL
 LN0156  ___________________________________________________________________
 LN0156* NAD 83(1986)-  40 39 54.     (N)    108 41 54.     (W)     SCALED    
 LN0156* NAVD 88     -      1949.107  (meters)    6394.70   (feet)  ADJUSTED  
 LN0156  ___________________________________________________________________
 LN0156  GEOID HEIGHT-         -15.57  (meters)                     GEOID03
 LN0156  DYNAMIC HT  -        1947.296 (meters)    6388.75  (feet)  COMP
 LN0156  MODELED GRAV-     979,626.3   (mgal)                       NAVD 88
 LN0156
 LN0156  VERT ORDER  -  SECOND    CLASS 0
 LN0156
 LN0156.The horizontal coordinates were scaled from a topographic map and have
 LN0156.an estimated accuracy of +/- 6 seconds.
 LN0156
 LN0156.The orthometric height was determined by differential leveling
 LN0156.and adjusted by the National Geodetic Survey in June 1991..
 LN0156
 LN0156.The geoid height was determined by GEOID03.
 LN0156
 LN0156.The dynamic height is computed by dividing the NAVD 88
 LN0156.geopotential number by the normal gravity value computed on the
 LN0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0156.degrees latitude (g = 980.6199 gals.).
 LN0156
 LN0156.The modeled gravity was interpolated from observed gravity values.
 LN0156
 LN0156;                    North         East    Units  Estimated Accuracy
 LN0156;SPC CO N     -   457,540.      644,020.      MT  (+/- 180 meters Scaled)
 LN0156
 LN0156                          SUPERSEDED SURVEY CONTROL
 LN0156
 LN0156  NGVD 29 (??/??/92) 1947.810  (m)         6390.44   (f) ADJ UNCH    2 0
 LN0156
 LN0156.Superseded values are not recommended for survey control.
 LN0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0156.See file dsdata.txt to determine how the superseded data were derived.
 LN0156
 LN0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL945041(NAD 83)
 LN0156_MARKER: DB = BENCH MARK DISK
 LN0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0156_STAMPING: J 380 1962
 LN0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0156+STABILITY: SURFACE MOTION
 LN0156
 LN0156  HISTORY     - Date     Condition        Report By
 LN0156  HISTORY     - 1962     MONUMENTED       CGS
 LN0156
 LN0156                          STATION DESCRIPTION
 LN0156
 LN0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0156'4.2 MI N FROM GREYSTONE.
 LN0156'4.2 MILES NORTH ALONG COUNTY ROAD 10 FROM THE STORE AND POST OFFICE AT
 LN0156'GREYSTONE, 86 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.3 FEET
 LN0156'NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE
 LN0156'TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0042 ***********************************************************************
 LN0042  DESIGNATION -  J 382
 LN0042  PID         -  LN0042
 LN0042  STATE/COUNTY-  CO/MOFFAT
 LN0042  USGS QUAD   -  TWELVEMILE MESA (1986)
 LN0042
 LN0042                         *CURRENT SURVEY CONTROL
 LN0042  ___________________________________________________________________
 LN0042* NAD 83(1986)-  40 28 14.     (N)    108 25 23.     (W)     SCALED    
 LN0042* NAVD 88     -      1734.355  (meters)    5690.13   (feet)  ADJUSTED  
 LN0042  ___________________________________________________________________
 LN0042  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 LN0042  DYNAMIC HT  -        1732.724 (meters)    5684.78  (feet)  COMP
 LN0042  MODELED GRAV-     979,624.1   (mgal)                       NAVD 88
 LN0042
 LN0042  VERT ORDER  -  SECOND    CLASS 0
 LN0042
 LN0042.The horizontal coordinates were scaled from a topographic map and have
 LN0042.an estimated accuracy of +/- 6 seconds.
 LN0042
 LN0042.The orthometric height was determined by differential leveling
 LN0042.and adjusted by the National Geodetic Survey in June 1991..
 LN0042
 LN0042.The geoid height was determined by GEOID03.
 LN0042
 LN0042.The dynamic height is computed by dividing the NAVD 88
 LN0042.geopotential number by the normal gravity value computed on the
 LN0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0042.degrees latitude (g = 980.6199 gals.).
 LN0042
 LN0042.The modeled gravity was interpolated from observed gravity values.
 LN0042
 LN0042;                    North         East    Units  Estimated Accuracy
 LN0042;SPC CO N     -   435,150.      666,570.      MT  (+/- 180 meters Scaled)
 LN0042
 LN0042                          SUPERSEDED SURVEY CONTROL
 LN0042
 LN0042  NGVD 29 (??/??/92) 1733.065  (m)         5685.90   (f) ADJ UNCH    2 0
 LN0042
 LN0042.Superseded values are not recommended for survey control.
 LN0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0042.See file dsdata.txt to determine how the superseded data were derived.
 LN0042
 LN0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK184831(NAD 83)
 LN0042_MARKER: DB = BENCH MARK DISK
 LN0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0042_STAMPING: J 382 1962
 LN0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0042+STABILITY: SURFACE MOTION
 LN0042
 LN0042  HISTORY     - Date     Condition        Report By
 LN0042  HISTORY     - 1962     MONUMENTED       CGS
 LN0042  HISTORY     - 1982     GOOD             USGS
 LN0042
 LN0042                          STATION DESCRIPTION
 LN0042
 LN0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0042'10.65 MI N FROM ELK SPRINGS.
 LN0042'0.15 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT ELK
 LN0042'SPRINGS, THENCE 0.2 MILE WEST ALONG COUNTY ROAD 14, THENCE 1.45 MILES
 LN0042'NORTH ALONG A GRADED ROAD, THENCE 8.85 MILES NORTH ALONG A TRACK ROAD,
 LN0042'0.6 MILE SOUTH OF A FENCE LINE, 0.4 MILE NORTH OF A GROUP OF FARM
 LN0042'BUILDINGS, 35 FEET WEST OF THE CENTER LINE OF THE ROAD, 5.3 FEET SOUTH
 LN0042'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 LN0042'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 LN0042
 LN0042                          STATION RECOVERY (1982)
 LN0042
 LN0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LN0042'ELK SPRINGS, 10.65 MILES NORTH, 16.4 MILES SOUTHWEST ALONG U.S. HWY.
 LN0042'40 FROM MAYBELL, THENCE 6.5 MILES NORTHWEST ALONG DEER LODGE PARK
 LN0042'RD., THENCE 1.0 MILE NORTH ALONG COUNTY RD. 25, 0.7 MILE NORTH OF
 LN0042'BRIDGE OVER YAMPA RIVER, 0.5 MILE NORTH OF SOME RANCH BUILDING, 0.1
 LN0042'MILE SOUTH OF A Y-RD. THE TOP OF A CONCRETE POST PROJECTING 0.3 FT.
 LN0042'ABOVE GROUND. A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0575 ***********************************************************************
 KL0575  DESIGNATION -  J 383
 KL0575  PID         -  KL0575
 KL0575  STATE/COUNTY-  CO/RIO BLANCO
 KL0575  USGS QUAD   -  VEATCH GULCH (1987)
 KL0575
 KL0575                         *CURRENT SURVEY CONTROL
 KL0575  ___________________________________________________________________
 KL0575* NAD 83(1986)-  39 57 24.     (N)    107 47 30.     (W)     SCALED    
 KL0575* NAVD 88     -      2010.727  (meters)    6596.86   (feet)  ADJUSTED  
 KL0575  ___________________________________________________________________
 KL0575  GEOID HEIGHT-         -14.79  (meters)                     GEOID03
 KL0575  DYNAMIC HT  -        2008.644 (meters)    6590.03  (feet)  COMP
 KL0575  MODELED GRAV-     979,518.9   (mgal)                       NAVD 88
 KL0575
 KL0575  VERT ORDER  -  SECOND    CLASS 0
 KL0575
 KL0575.The horizontal coordinates were scaled from a topographic map and have
 KL0575.an estimated accuracy of +/- 6 seconds.
 KL0575
 KL0575.The orthometric height was determined by differential leveling
 KL0575.and adjusted by the National Geodetic Survey in June 1991..
 KL0575
 KL0575.The geoid height was determined by GEOID03.
 KL0575
 KL0575.The dynamic height is computed by dividing the NAVD 88
 KL0575.geopotential number by the normal gravity value computed on the
 KL0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0575.degrees latitude (g = 980.6199 gals.).
 KL0575
 KL0575.The modeled gravity was interpolated from observed gravity values.
 KL0575
 KL0575;                    North         East    Units  Estimated Accuracy
 KL0575;SPC CO N     -   376,540.      718,610.      MT  (+/- 180 meters Scaled)
 KL0575
 KL0575                          SUPERSEDED SURVEY CONTROL
 KL0575
 KL0575  NGVD 29 (??/??/92) 2009.401  (m)         6592.51   (f) ADJ UNCH    2 0
 KL0575
 KL0575.Superseded values are not recommended for survey control.
 KL0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0575.See file dsdata.txt to determine how the superseded data were derived.
 KL0575
 KL0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBE615266(NAD 83)
 KL0575_MARKER: DB = BENCH MARK DISK
 KL0575_SETTING: 66 = SET IN ROCK OUTCROP
 KL0575_SP_SET: ROCK LEDGE
 KL0575_STAMPING: J 383 1966
 KL0575_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0575+STABILITY: POSITION/ELEVATION WELL
 KL0575
 KL0575  HISTORY     - Date     Condition        Report By
 KL0575  HISTORY     - 1966     MONUMENTED       CGS
 KL0575
 KL0575                          STATION DESCRIPTION
 KL0575
 KL0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KL0575'10.75 MI SE FROM MEEKER.
 KL0575'1.7 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE FIRE STATION AT
 KL0575'MEEKER, THENCE 9.05 MILES SOUTHEAST ALONG STATE HIGHWAY 132, SET
 KL0575'VERTICALLY NEAR THE CENTER OF A HIGHWAY CUT IN A ROCK LEDGE, 0.35 MILE
 KL0575'SOUTHEAST OF THE JUNCTION OF A DRIVEWAY NORTHEAST TO A HOUSE, 29 FEET
 KL0575'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 1/2 FEET
 KL0575'HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0462 ***********************************************************************
 LM0462  DESIGNATION -  J 384
 LM0462  PID         -  LM0462
 LM0462  STATE/COUNTY-  CO/RIO BLANCO
 LM0462  USGS QUAD   -  NINEMILE GAP (1966)
 LM0462
 LM0462                         *CURRENT SURVEY CONTROL
 LM0462  ___________________________________________________________________
 LM0462* NAD 83(1986)-  40 07 38.     (N)    107 50 44.     (W)     SCALED    
 LM0462* NAVD 88     -      2129.821  (meters)    6987.59   (feet)  ADJUSTED  
 LM0462  ___________________________________________________________________
 LM0462  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 LM0462  DYNAMIC HT  -        2127.618 (meters)    6980.36  (feet)  COMP
 LM0462  MODELED GRAV-     979,515.4   (mgal)                       NAVD 88
 LM0462
 LM0462  VERT ORDER  -  SECOND    CLASS 0
 LM0462
 LM0462.The horizontal coordinates were scaled from a topographic map and have
 LM0462.an estimated accuracy of +/- 6 seconds.
 LM0462
 LM0462.The orthometric height was determined by differential leveling
 LM0462.and adjusted by the National Geodetic Survey in June 1991..
 LM0462
 LM0462.The geoid height was determined by GEOID03.
 LM0462
 LM0462.The dynamic height is computed by dividing the NAVD 88
 LM0462.geopotential number by the normal gravity value computed on the
 LM0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0462.degrees latitude (g = 980.6199 gals.).
 LM0462
 LM0462.The modeled gravity was interpolated from observed gravity values.
 LM0462
 LM0462;                    North         East    Units  Estimated Accuracy
 LM0462;SPC CO N     -   395,590.      714,510.      MT  (+/- 180 meters Scaled)
 LM0462
 LM0462                          SUPERSEDED SURVEY CONTROL
 LM0462
 LM0462  NGVD 29 (??/??/92) 2128.472  (m)         6983.16   (f) ADJ UNCH    2 0
 LM0462
 LM0462.Superseded values are not recommended for survey control.
 LM0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0462.See file dsdata.txt to determine how the superseded data were derived.
 LM0462
 LM0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE575457(NAD 83)
 LM0462_MARKER: DB = BENCH MARK DISK
 LM0462_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0462_SP_SET: CULVERT
 LM0462_STAMPING: J 384 1966
 LM0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0462
 LM0462  HISTORY     - Date     Condition        Report By
 LM0462  HISTORY     - 1966     MONUMENTED       CGS
 LM0462
 LM0462                          STATION DESCRIPTION
 LM0462
 LM0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0462'8.35 MI NE FROM MEEKER.
 LM0462'8.35 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE FIRE STATION AT
 LM0462'MEEKER, SET VERTICALLY IN THE FACE OF A 6 X 20-FOOT EXPOSED SANDSTONE
 LM0462'IN A HIGHWAY CUT, 29 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LM0462'148.7 FEET NORTH OF THE WEST END OF AN 18-INCH PIPE CULVERT, ABOUT
 LM0462'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0302 ***********************************************************************
 LM0302  DESIGNATION -  J 385
 LM0302  PID         -  LM0302
 LM0302  STATE/COUNTY-  CO/ROUTT
 LM0302  USGS QUAD   -  YAMPA (1972)
 LM0302
 LM0302                         *CURRENT SURVEY CONTROL
 LM0302  ___________________________________________________________________
 LM0302* NAD 83(1986)-  40 12 38.     (N)    106 57 28.     (W)     SCALED    
 LM0302* NAVD 88     -      2312.477  (meters)    7586.85   (feet)  ADJUSTED  
 LM0302  ___________________________________________________________________
 LM0302  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 LM0302  DYNAMIC HT  -        2310.014 (meters)    7578.77  (feet)  COMP
 LM0302  MODELED GRAV-     979,477.8   (mgal)                       NAVD 88
 LM0302
 LM0302  VERT ORDER  -  SECOND    CLASS 0
 LM0302
 LM0302.The horizontal coordinates were scaled from a topographic map and have
 LM0302.an estimated accuracy of +/- 6 seconds.
 LM0302
 LM0302.The orthometric height was determined by differential leveling
 LM0302.and adjusted by the National Geodetic Survey in June 1991..
 LM0302
 LM0302.The geoid height was determined by GEOID03.
 LM0302
 LM0302.The dynamic height is computed by dividing the NAVD 88
 LM0302.geopotential number by the normal gravity value computed on the
 LM0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0302.degrees latitude (g = 980.6199 gals.).
 LM0302
 LM0302.The modeled gravity was interpolated from observed gravity values.
 LM0302
 LM0302;                    North         East    Units  Estimated Accuracy
 LM0302;SPC CO N     -   403,220.      790,310.      MT  (+/- 180 meters Scaled)
 LM0302
 LM0302                          SUPERSEDED SURVEY CONTROL
 LM0302
 LM0302  NGVD 29 (??/??/92) 2311.066  (m)         7582.22   (f) ADJ UNCH    2 0
 LM0302
 LM0302.Superseded values are not recommended for survey control.
 LM0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0302.See file dsdata.txt to determine how the superseded data were derived.
 LM0302
 LM0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE333529(NAD 83)
 LM0302_MARKER: DB = BENCH MARK DISK
 LM0302_SETTING: 80 = SET IN A BOULDER
 LM0302_SP_SET: BOULDER
 LM0302_STAMPING: J 385 1966
 LM0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0302+STABILITY: SURFACE MOTION
 LM0302
 LM0302  HISTORY     - Date     Condition        Report By
 LM0302  HISTORY     - 1966     MONUMENTED       CGS
 LM0302
 LM0302                          STATION DESCRIPTION
 LM0302
 LM0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0302'1.65 MI SW FROM PHIPPSBURG.
 LM0302'1.65 MILES SOUTHWEST ALONG STATE HIGHWAY 132 FROM THE JUNCTION OF
 LM0302'STATE HIGHWAY 131 AT PHIPPSBURG, ON THE OUTSIDE OF A CURVE, IN THE TOP
 LM0302'OF A 5 X 7-FOOT EMBEDDED BOULDER WHICH PROJECTS 2 FEET, 44 FEET
 LM0302'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 16.3 FEET SOUTHEAST OF A
 LM0302'FENCE, 16.6 FEET SOUTHEAST OF A WITNESS POST AND ABOUT 7 FEET LOWER
 LM0302'THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0414 ***********************************************************************
 LM0414  DESIGNATION -  J 386
 LM0414  PID         -  LM0414
 LM0414  STATE/COUNTY-  CO/RIO BLANCO
 LM0414  USGS QUAD   -  DUNCKLEY PASS (1966)
 LM0414
 LM0414                         *CURRENT SURVEY CONTROL
 LM0414  ___________________________________________________________________
 LM0414* NAD 83(1986)-  40 12 11.     (N)    107 10 08.     (W)     SCALED    
 LM0414* NAVD 88     -      2933.882  (meters)    9625.58   (feet)  ADJUSTED  
 LM0414  ___________________________________________________________________
 LM0414  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 LM0414  DYNAMIC HT  -        2930.842 (meters)    9615.60  (feet)  COMP
 LM0414  MODELED GRAV-     979,479.3   (mgal)                       NAVD 88
 LM0414
 LM0414  VERT ORDER  -  SECOND    CLASS 0
 LM0414
 LM0414.The horizontal coordinates were scaled from a topographic map and have
 LM0414.an estimated accuracy of +/- 6 seconds.
 LM0414
 LM0414.The orthometric height was determined by differential leveling
 LM0414.and adjusted by the National Geodetic Survey in June 1991..
 LM0414
 LM0414.The geoid height was determined by GEOID03.
 LM0414
 LM0414.The dynamic height is computed by dividing the NAVD 88
 LM0414.geopotential number by the normal gravity value computed on the
 LM0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0414.degrees latitude (g = 980.6199 gals.).
 LM0414
 LM0414.The modeled gravity was interpolated from observed gravity values.
 LM0414
 LM0414;                    North         East    Units  Estimated Accuracy
 LM0414;SPC CO N     -   402,700.      772,330.      MT  (+/- 180 meters Scaled)
 LM0414
 LM0414                          SUPERSEDED SURVEY CONTROL
 LM0414
 LM0414  NGVD 29 (??/??/92) 2932.606  (m)         9621.39   (f) ADJ UNCH    2 0
 LM0414
 LM0414.Superseded values are not recommended for survey control.
 LM0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0414.See file dsdata.txt to determine how the superseded data were derived.
 LM0414
 LM0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE154525(NAD 83)
 LM0414_MARKER: DD = SURVEY DISK
 LM0414_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0414_SP_SET: CULVERT
 LM0414_STAMPING: J 386 1966
 LM0414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0414
 LM0414  HISTORY     - Date     Condition        Report By
 LM0414  HISTORY     - 1966     MONUMENTED       BPR
 LM0414  HISTORY     - 1966     GOOD             NGS
 LM0414
 LM0414                          STATION DESCRIPTION
 LM0414
 LM0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 LM0414'17.3 MI W FROM PHIPPSBURG.
 LM0414'17.3 MILES WEST ALONG STATE HIGHWAY 132 FROM THE JUNCTION OF STATE
 LM0414'HIGHWAY 131 AT PHIPPSBURG, IN THE TOP AND 4.6 FEET WEST OF THE EAST
 LM0414'END OF THE NORTH HEAD WALL OF A 24-INCH PIPE CULVERT, 23 FEET NORTH OF
 LM0414'THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0394 ***********************************************************************
 LM0394  DESIGNATION -  J 387
 LM0394  PID         -  LM0394
 LM0394  STATE/COUNTY-  CO/RIO BLANCO
 LM0394  USGS QUAD   -  DUNCKLEY PASS (1966)
 LM0394
 LM0394                         *CURRENT SURVEY CONTROL
 LM0394  ___________________________________________________________________
 LM0394* NAD 83(1986)-  40 09 11.     (N)    107 14 03.     (W)     SCALED    
 LM0394* NAVD 88     -      2706.278  (meters)    8878.85   (feet)  ADJUSTED  
 LM0394  ___________________________________________________________________
 LM0394  GEOID HEIGHT-         -12.59  (meters)                     GEOID03
 LM0394  DYNAMIC HT  -        2703.270 (meters)    8868.98  (feet)  COMP
 LM0394  MODELED GRAV-     979,415.1   (mgal)                       NAVD 88
 LM0394
 LM0394  VERT ORDER  -  SECOND    CLASS 0
 LM0394
 LM0394.The horizontal coordinates were scaled from a topographic map and have
 LM0394.an estimated accuracy of +/- 6 seconds.
 LM0394
 LM0394.The orthometric height was determined by differential leveling
 LM0394.and adjusted by the National Geodetic Survey in June 1991..
 LM0394
 LM0394.The geoid height was determined by GEOID03.
 LM0394
 LM0394.The dynamic height is computed by dividing the NAVD 88
 LM0394.geopotential number by the normal gravity value computed on the
 LM0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0394.degrees latitude (g = 980.6199 gals.).
 LM0394
 LM0394.The modeled gravity was interpolated from observed gravity values.
 LM0394
 LM0394;                    North         East    Units  Estimated Accuracy
 LM0394;SPC CO N     -   397,260.      766,660.      MT  (+/- 180 meters Scaled)
 LM0394
 LM0394                          SUPERSEDED SURVEY CONTROL
 LM0394
 LM0394  NGVD 29 (??/??/92) 2704.793  (m)         8873.98   (f) ADJ UNCH    2 0
 LM0394
 LM0394.Superseded values are not recommended for survey control.
 LM0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0394.See file dsdata.txt to determine how the superseded data were derived.
 LM0394
 LM0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE097471(NAD 83)
 LM0394_MARKER: DB = BENCH MARK DISK
 LM0394_SETTING: 80 = SET IN A BOULDER
 LM0394_SP_SET: BOULDER
 LM0394_STAMPING: J 387 1966
 LM0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0394+STABILITY: SURFACE MOTION
 LM0394
 LM0394  HISTORY     - Date     Condition        Report By
 LM0394  HISTORY     - 1966     MONUMENTED       CGS
 LM0394
 LM0394                          STATION DESCRIPTION
 LM0394
 LM0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0394'28.75 MI W FROM PHIPPSBURG.
 LM0394'28.75 MILES WEST ALONG STATE HIGHWAY 132 FROM THE JUNCTION OF STATE
 LM0394'HIGHWAY 131 AT PHIPPSBURG, ON THE OUTSIDE OF A CURVE AND IN THE TOP OF
 LM0394'A 4 X 5-FOOT EMBEDDED BOULDER WHICH PROJECTS 0.3 FOOT, 94 FEET
 LM0394'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 79 FEET SOUTHEAST OF THE
 LM0394'SOUTHEAST END OF A 30-INCH PIPE CULVERT, 3.6 FEET NORTHWEST OF A
 LM0394'WITNESS POST AND ABOUT 6 1/2 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0055 ***********************************************************************
 HJ0055  DESIGNATION -  J 39
 HJ0055  PID         -  HJ0055
 HJ0055  STATE/COUNTY-  CO/BACA
 HJ0055  USGS QUAD   -  CAMPO (1978)
 HJ0055
 HJ0055                         *CURRENT SURVEY CONTROL
 HJ0055  ___________________________________________________________________
 HJ0055* NAD 83(1986)-  37 06 02.     (N)    102 34 46.     (W)     SCALED    
 HJ0055* NAVD 88     -      1323.278  (meters)    4341.45   (feet)  ADJUSTED  
 HJ0055  ___________________________________________________________________
 HJ0055  GEOID HEIGHT-         -23.44  (meters)                     GEOID03
 HJ0055  DYNAMIC HT  -        1321.842 (meters)    4336.74  (feet)  COMP
 HJ0055  MODELED GRAV-     979,498.9   (mgal)                       NAVD 88
 HJ0055
 HJ0055  VERT ORDER  -  FIRST     CLASS II
 HJ0055
 HJ0055.The horizontal coordinates were scaled from a topographic map and have
 HJ0055.an estimated accuracy of +/- 6 seconds.
 HJ0055
 HJ0055.The orthometric height was determined by differential leveling
 HJ0055.and adjusted by the National Geodetic Survey in June 1991..
 HJ0055
 HJ0055.The geoid height was determined by GEOID03.
 HJ0055
 HJ0055.The dynamic height is computed by dividing the NAVD 88
 HJ0055.geopotential number by the normal gravity value computed on the
 HJ0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0055.degrees latitude (g = 980.6199 gals.).
 HJ0055
 HJ0055.The modeled gravity was interpolated from observed gravity values.
 HJ0055
 HJ0055;                    North         East    Units  Estimated Accuracy
 HJ0055;SPC CO S     -   357,010.    1,173,990.      MT  (+/- 180 meters Scaled)
 HJ0055
 HJ0055                          SUPERSEDED SURVEY CONTROL
 HJ0055
 HJ0055  NGVD 29 (??/??/92) 1322.666  (m)         4339.45   (f) ADJ UNCH    1 2
 HJ0055
 HJ0055.Superseded values are not recommended for survey control.
 HJ0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0055.See file dsdata.txt to determine how the superseded data were derived.
 HJ0055
 HJ0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB151087(NAD 83)
 HJ0055_MARKER: DB = BENCH MARK DISK
 HJ0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0055_STAMPING: J 39 1933
 HJ0055_MARK LOGO: CGS   
 HJ0055_PROJECTION: PROJECTING 10 CENTIMETERS
 HJ0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0055+STABILITY: SURFACE MOTION
 HJ0055
 HJ0055  HISTORY     - Date     Condition        Report By
 HJ0055  HISTORY     - 1933     MONUMENTED       CGS
 HJ0055  HISTORY     - 1965     GOOD             NGS
 HJ0055  HISTORY     - 1976     GOOD             USGS
 HJ0055  HISTORY     - 1976     GOOD             USGS
 HJ0055  HISTORY     - 1985     GOOD             NGS
 HJ0055
 HJ0055                          STATION DESCRIPTION
 HJ0055
 HJ0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 HJ0055'AT CAMPO.
 HJ0055'AT CAMPO, BACA COUNTY, ON U.S. HIGHWAY 287, ON THE SOUTH SIDE OF
 HJ0055'TOWN, 69 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE PUBLIC SCHOOL
 HJ0055'BUILDING, AND 76 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A
 HJ0055'STANDARD DISK, STAMPED J 39 1933 AND SET IN THE TOP OF A CONCRETE
 HJ0055'POST.
 HJ0055
 HJ0055                          STATION RECOVERY (1976)
 HJ0055
 HJ0055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HJ0055'AT CAMPO, BACA, COUNTY. FROM THE POST OFFICE AT CAMPO, ONE BLOCK EAST
 HJ0055'THEN SOUTH ALONG US HWY. 287 FOR FOUR BLOCKS TO A INTERSECTION. 130
 HJ0055'FEET SOUTH OF INTERSECTION, 75 FEET WEST CENTER LINE OF HWY. IN A
 HJ0055'CORRAL FENCE. A STANDARD DISK STAMPED J-39 1933 AND SET IN THE TOP OF
 HJ0055'A CONCRETE POST PROJECTING 1.0 FT.
 HJ0055
 HJ0055                          STATION RECOVERY (1976)
 HJ0055
 HJ0055'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HJ0055'AT CAMPO, BACA, COUNTY. FROM THE POST OFFICE AT CAMPO, ONE BLOCK EAST
 HJ0055'THEN SOUTH ALONG US HWY. 287 FOR FOUR BLOCKS TO A INTERSECTION. 130
 HJ0055'FEET SOUTH OF INTERSECTION, 75 FEET WEST CENTER LINE OF HWY. IN A
 HJ0055'CORRAL FENCE. A STANDARD DISK STAMPED J-39 1933 AND SET IN THE TOP OF
 HJ0055'A CONCRETE POST PROJECTING 1.0 FT.
 HJ0055
 HJ0055                          STATION RECOVERY (1985)
 HJ0055
 HJ0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HJ0055'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS. 35.1 KM
 HJ0055'(21.8 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE IN
 HJ0055'SPRINGFIELD, AT THE SMALL TOWN OF CAMPO, 21.3 M (69.9 FT) WEST OF THE
 HJ0055'CENTERLINE OF THE HIGHWAY, AND 6.7 M (22.0 FT) EAST OF A FENCE CORNER.
 HJ0055'THE MARK IS 6.6 METERS  W FROM  A WITNESS POST AND FENCE
 HJ0055'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1104 ***********************************************************************
 LL1104  DESIGNATION -  J 390
 LL1104  PID         -  LL1104
 LL1104  STATE/COUNTY-  CO/WELD
 LL1104  USGS QUAD   -  EATON (1975)
 LL1104
 LL1104                         *CURRENT SURVEY CONTROL
 LL1104  ___________________________________________________________________
 LL1104* NAD 83(1986)-  40 36 39.     (N)    104 44 29.     (W)     SCALED    
 LL1104* NAVD 88     -      1519.120  (meters)    4983.98   (feet)  ADJUSTED  
 LL1104  ___________________________________________________________________
 LL1104  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 LL1104  DYNAMIC HT  -        1517.850 (meters)    4979.81  (feet)  COMP
 LL1104  MODELED GRAV-     979,736.1   (mgal)                       NAVD 88
 LL1104
 LL1104  VERT ORDER  -  FIRST     CLASS II
 LL1104
 LL1104.The horizontal coordinates were scaled from a topographic map and have
 LL1104.an estimated accuracy of +/- 6 seconds.
 LL1104
 LL1104.The orthometric height was determined by differential leveling
 LL1104.and adjusted by the National Geodetic Survey in June 1991..
 LL1104
 LL1104.The geoid height was determined by GEOID03.
 LL1104
 LL1104.The dynamic height is computed by dividing the NAVD 88
 LL1104.geopotential number by the normal gravity value computed on the
 LL1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1104.degrees latitude (g = 980.6199 gals.).
 LL1104
 LL1104.The modeled gravity was interpolated from observed gravity values.
 LL1104
 LL1104;                    North         East    Units  Estimated Accuracy
 LL1104;SPC CO N     -   446,920.      978,600.      MT  (+/- 180 meters Scaled)
 LL1104
 LL1104                          SUPERSEDED SURVEY CONTROL
 LL1104
 LL1104  NGVD 29 (06/08/92) 1518.245  (m)         4981.11   (f) ADJUSTED    1 2
 LL1104
 LL1104.Superseded values are not recommended for survey control.
 LL1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1104.See file dsdata.txt to determine how the superseded data were derived.
 LL1104
 LL1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE218955(NAD 83)
 LL1104_MARKER: I = METAL ROD
 LL1104_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1104_SP_SET: STAINLESS STEEL ROD
 LL1104_STAMPING: J 390 1983
 LL1104_MARK LOGO: NGS   
 LL1104_PROJECTION: FLUSH
 LL1104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1104_ROD/PIPE-DEPTH: 14.1 meters
 LL1104
 LL1104  HISTORY     - Date     Condition        Report By
 LL1104  HISTORY     - 1983     MONUMENTED       NGS
 LL1104
 LL1104                          STATION DESCRIPTION
 LL1104
 LL1104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LL1104'21.3 KM (13.25 MI) NORT FROM GREELEY.
 LL1104'21.3 KM (13.25 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL1104'STATION IN GREELEY, 152.0 METERS (498.7 FT) SOUTH OF THE CENTERLINE OF
 LL1104'COUNTY ROAD 86, 52.7 METERS (172.9 FT) EAST OF THE NEAR RAIL, AND 0.9
 LL1104'METER (3.0 FT) SOUTH OF MILEPOST 65.  NOTE--ACCESS TO THE DATUM POINT
 LL1104'IS THROUGH A 5-INCH LOGO CAP.
 LL1104'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0995 ***********************************************************************
 LL0995  DESIGNATION -  J 391
 LL0995  PID         -  LL0995
 LL0995  STATE/COUNTY-  CO/WELD
 LL0995  USGS QUAD   -  PLATTEVILLE (1975)
 LL0995
 LL0995                         *CURRENT SURVEY CONTROL
 LL0995  ___________________________________________________________________
 LL0995* NAD 83(1986)-  40 13 56.     (N)    104 49 11.     (W)     SCALED    
 LL0995* NAVD 88     -      1463.357  (meters)    4801.03   (feet)  ADJUSTED  
 LL0995  ___________________________________________________________________
 LL0995  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 LL0995  DYNAMIC HT  -        1462.067 (meters)    4796.80  (feet)  COMP
 LL0995  MODELED GRAV-     979,693.2   (mgal)                       NAVD 88
 LL0995
 LL0995  VERT ORDER  -  FIRST     CLASS II
 LL0995
 LL0995.The horizontal coordinates were scaled from a topographic map and have
 LL0995.an estimated accuracy of +/- 6 seconds.
 LL0995
 LL0995.The orthometric height was determined by differential leveling
 LL0995.and adjusted by the National Geodetic Survey in June 1991..
 LL0995
 LL0995.The geoid height was determined by GEOID03.
 LL0995
 LL0995.The dynamic height is computed by dividing the NAVD 88
 LL0995.geopotential number by the normal gravity value computed on the
 LL0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0995.degrees latitude (g = 980.6199 gals.).
 LL0995
 LL0995.The modeled gravity was interpolated from observed gravity values.
 LL0995
 LL0995;                    North         East    Units  Estimated Accuracy
 LL0995;SPC CO N     -   404,830.      972,290.      MT  (+/- 180 meters Scaled)
 LL0995
 LL0995                          SUPERSEDED SURVEY CONTROL
 LL0995
 LL0995  NGVD 29 (??/??/??) 1462.463  (m)         4798.10   (f) ADJUSTED    1 2
 LL0995
 LL0995.Superseded values are not recommended for survey control.
 LL0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0995.See file dsdata.txt to determine how the superseded data were derived.
 LL0995
 LL0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE153535(NAD 83)
 LL0995_MARKER: I = METAL ROD
 LL0995_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL0995_SP_SET: STAINLESS STEEL ROD
 LL0995_STAMPING: J 391 1983
 LL0995_MARK LOGO: NGS   
 LL0995_PROJECTION: FLUSH
 LL0995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0995+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2005
 LL0995_ROD/PIPE-DEPTH: 18.6 meters
 LL0995
 LL0995  HISTORY     - Date     Condition        Report By
 LL0995  HISTORY     - 1983     MONUMENTED       NGS
 LL0995  HISTORY     - 20050812 GOOD             USPSQD
 LL0995
 LL0995                          STATION DESCRIPTION
 LL0995
 LL0995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LL0995'16.1 KM (10.0 MI) SW FROM LA SALLE.
 LL0995'16.1 KM (10.0 MI) SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 LL0995'THE STATION IN LA SALLE, 1 UTILITY POLE NORTH OF MILEPOST 36,
 LL0995'22.9 METERS (75.1 FT) NORTH OF THE CENTER OF A GRAVELED ROAD,
 LL0995'10.3 METERS (33.8 FT) EAST OF THE NEAR RAIL AND 0.8 METER (2.6 FT)
 LL0995'NORTH OF THE UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 LL0995'A 5-INCH LOGO CAP.
 LL0995'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 LL0995'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 LL0995
 LL0995                          STATION RECOVERY (2005)
 LL0995
 LL0995'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 LL0995'FOUND AS DESCRIBED. ORANGE WITNESS POST IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1544 ***********************************************************************
 KK1544  DESIGNATION -  J 392
 KK1544  PID         -  KK1544
 KK1544  STATE/COUNTY-  CO/DENVER
 KK1544  USGS QUAD   -  COMMERCE CITY (1994)
 KK1544
 KK1544                         *CURRENT SURVEY CONTROL
 KK1544  ___________________________________________________________________
 KK1544* NAD 83(1992)-  39 45 14.29570(N)    104 53 00.96536(W)     ADJUSTED  
 KK1544* NAVD 88     -      1619.429  (meters)    5313.08   (feet)  ADJUSTED  
 KK1544  ___________________________________________________________________
 KK1544  X           -  -1,261,537.241 (meters)                     COMP
 KK1544  Y           -  -4,746,672.314 (meters)                     COMP
 KK1544  Z           -   4,058,046.262 (meters)                     COMP
 KK1544  LAPLACE CORR-          -5.77  (seconds)                    DEFLEC99
 KK1544  ELLIP HEIGHT-        1602.02  (meters)          (12/03/02) GPS OBS
 KK1544  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 KK1544  DYNAMIC HT  -        1617.889 (meters)    5308.02  (feet)  COMP
 KK1544  MODELED GRAV-     979,618.7   (mgal)                       NAVD 88
 KK1544
 KK1544  HORZ ORDER  -  FIRST
 KK1544  VERT ORDER  -  FIRST     CLASS II
 KK1544  ELLP ORDER  -  FOURTH    CLASS II
 KK1544
 KK1544.The horizontal coordinates were established by GPS observations
 KK1544.and adjusted by the National Geodetic Survey in January 1998..
 KK1544
 KK1544.The orthometric height was determined by differential leveling
 KK1544.and adjusted by the National Geodetic Survey in June 1991..
 KK1544
 KK1544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK1544
 KK1544.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1544
 KK1544.The ellipsoidal height was determined by GPS observations
 KK1544.and is referenced to NAD 83.
 KK1544
 KK1544.The geoid height was determined by GEOID03.
 KK1544
 KK1544.The dynamic height is computed by dividing the NAVD 88
 KK1544.geopotential number by the normal gravity value computed on the
 KK1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1544.degrees latitude (g = 980.6199 gals.).
 KK1544
 KK1544.The modeled gravity was interpolated from observed gravity values.
 KK1544
 KK1544;                    North         East     Units Scale Factor Converg.
 KK1544;SPC CO C     -   518,192.111   967,226.532   MT  1.00000079   +0 23 19.5
 KK1544;SPC CO C     - 1,700,101.95  3,173,309.05   sFT  1.00000079   +0 23 19.5
 KK1544;UTM  13      - 4,400,457.467   509,971.310   MT  0.99960122   +0 04 28.0
 KK1544
 KK1544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1544!SPC CO C     -   0.99974873  x   1.00000079  =   0.99974952
 KK1544!UTM  13      -   0.99974873  x   0.99960122  =   0.99935005
 KK1544
 KK1544                          SUPERSEDED SURVEY CONTROL
 KK1544
 KK1544  ELLIP H (01/12/98) 1602.06   (m)                       GP(       ) 4 1
 KK1544  NAVD 88 (01/12/98) 1619.43   (m)         5313.1    (f) LEVELING    3  
 KK1544  NGVD 29 (??/??/??) 1618.533  (m)         5310.14   (f) ADJUSTED    1 2
 KK1544
 KK1544.Superseded values are not recommended for survey control.
 KK1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1544.See file dsdata.txt to determine how the superseded data were derived.
 KK1544
 KK1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE0997100457(NAD 83)
 KK1544_MARKER: I = METAL ROD
 KK1544_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1544_SP_SET: STAINLESS STEEL ROD
 KK1544_STAMPING: J 392 1983
 KK1544_MARK LOGO: NGS   
 KK1544_PROJECTION: FLUSH
 KK1544_MAGNETIC: I = MARKER IS A STEEL ROD
 KK1544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1544+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1996
 KK1544_ROD/PIPE-DEPTH: 3.7  meters
 KK1544
 KK1544  HISTORY     - Date     Condition        Report By
 KK1544  HISTORY     - 1983     MONUMENTED       NGS
 KK1544  HISTORY     - 19960411 GOOD             MSAM
 KK1544
 KK1544                          STATION DESCRIPTION
 KK1544
 KK1544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1544'IN DENVER.
 KK1544'IN DENVER, ON PROPERTY OF THE STAPLETON INTERNATIONAL AIRPORT, 188.7
 KK1544'METERS (619.1 FT) EAST OF THE EAST EDGE OF TAXIWAY B 4, 120.0 METERS
 KK1544'(393.7 FT) SOUTH OF THE SOUTH EDGE OF RUNWAY 8R 26L, 82.9 METERS
 KK1544'(272.0 FT) WEST OF THE NORTHWEST CORNER OF AN 8 BY 16 FOOT FAA RADIO
 KK1544'BUILDING, 59.4 METERS (194.0 FT) NORTH OF THE NORTH EDGE OF TAXIWAT B,
 KK1544'AND 2.5 METERS (8.2 FT) NORTH OF THE CENTER OF A TRACK ROAD.
 KK1544'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1544'THE MARK IS 0.7 METERS  E FROM A WITNESS POST.
 KK1544'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 KK1544
 KK1544                          STATION RECOVERY (1996)
 KK1544
 KK1544'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1996 (RSC)
 KK1544'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1278 ***********************************************************************
 KK1278  DESIGNATION -  J 393
 KK1278  PID         -  KK1278
 KK1278  STATE/COUNTY-  CO/DENVER
 KK1278  USGS QUAD   -  ENGLEWOOD (1997)
 KK1278
 KK1278                         *CURRENT SURVEY CONTROL
 KK1278  ___________________________________________________________________
 KK1278* NAD 83(1986)-  39 42 42.     (N)    104 59 03.     (W)     SCALED    
 KK1278* NAVD 88     -      1604.572  (meters)    5264.33   (feet)  ADJUSTED  
 KK1278  ___________________________________________________________________
 KK1278  GEOID HEIGHT-         -17.08  (meters)                     GEOID03
 KK1278  DYNAMIC HT  -        1603.029 (meters)    5259.27  (feet)  COMP
 KK1278  MODELED GRAV-     979,609.2   (mgal)                       NAVD 88
 KK1278
 KK1278  VERT ORDER  -  FIRST     CLASS II
 KK1278
 KK1278.The horizontal coordinates were scaled from a topographic map and have
 KK1278.an estimated accuracy of +/- 6 seconds.
 KK1278
 KK1278.The orthometric height was determined by differential leveling
 KK1278.and adjusted by the National Geodetic Survey in June 1991..
 KK1278
 KK1278.The geoid height was determined by GEOID03.
 KK1278
 KK1278.The dynamic height is computed by dividing the NAVD 88
 KK1278.geopotential number by the normal gravity value computed on the
 KK1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1278.degrees latitude (g = 980.6199 gals.).
 KK1278
 KK1278.The modeled gravity was interpolated from observed gravity values.
 KK1278
 KK1278;                    North         East    Units  Estimated Accuracy
 KK1278;SPC CO C     -   513,440.      958,640.      MT  (+/- 180 meters Scaled)
 KK1278
 KK1278                          SUPERSEDED SURVEY CONTROL
 KK1278
 KK1278  NGVD 29 (??/??/??) 1603.660  (m)         5261.34   (f) ADJUSTED    1 2
 KK1278
 KK1278.Superseded values are not recommended for survey control.
 KK1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1278.See file dsdata.txt to determine how the superseded data were derived.
 KK1278
 KK1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED013957(NAD 83)
 KK1278_MARKER: I = METAL ROD
 KK1278_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1278_SP_SET: STAINLESS STEEL ROD
 KK1278_STAMPING: J 393 1983
 KK1278_MARK LOGO: NGS   
 KK1278_PROJECTION: FLUSH
 KK1278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1278_ROD/PIPE-DEPTH: 9.8  meters
 KK1278
 KK1278  HISTORY     - Date     Condition        Report By
 KK1278  HISTORY     - 1983     MONUMENTED       NGS
 KK1278
 KK1278                          STATION DESCRIPTION
 KK1278
 KK1278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1278'IN DENVER.
 KK1278'IN DENVER, AT THE INTERSECTION OF EAST ALAMEDA AVENUE AND SOUTH GRANT
 KK1278'STREET, 46.0 METERS (151.0 FT) NORTH OF THE CENTERLINE OF THE WEST
 KK1278'BOUND LANES OF THE AVENUE, 14.7 METERS (48.2 FT) EAST OF THE NORTHEAST
 KK1278'CORNER OF A RESIDENCE AT 281 SOUTH GRANT, 6.7 METERS (22.0 FT) WEST OF
 KK1278'THE CENTERLINE OF THE STREET AND 0.5 METER (1.6 FT) NORTH OF A UTILITY
 KK1278'POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1278'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1276 ***********************************************************************
 KK1276  DESIGNATION -  J 394
 KK1276  PID         -  KK1276
 KK1276  STATE/COUNTY-  CO/DENVER
 KK1276  USGS QUAD   -  ENGLEWOOD (1997)
 KK1276
 KK1276                         *CURRENT SURVEY CONTROL
 KK1276  ___________________________________________________________________
 KK1276* NAD 83(1986)-  39 42 08.     (N)    104 59 29.     (W)     SCALED    
 KK1276* NAVD 88     -      1602.260  (meters)    5256.75   (feet)  ADJUSTED  
 KK1276  ___________________________________________________________________
 KK1276  GEOID HEIGHT-         -17.03  (meters)                     GEOID03
 KK1276  DYNAMIC HT  -        1600.719 (meters)    5251.69  (feet)  COMP
 KK1276  MODELED GRAV-     979,608.5   (mgal)                       NAVD 88
 KK1276
 KK1276  VERT ORDER  -  FIRST     CLASS II
 KK1276
 KK1276.The horizontal coordinates were scaled from a topographic map and have
 KK1276.an estimated accuracy of +/- 6 seconds.
 KK1276
 KK1276.The orthometric height was determined by differential leveling
 KK1276.and adjusted by the National Geodetic Survey in June 1991..
 KK1276
 KK1276.The geoid height was determined by GEOID03.
 KK1276
 KK1276.The dynamic height is computed by dividing the NAVD 88
 KK1276.geopotential number by the normal gravity value computed on the
 KK1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1276.degrees latitude (g = 980.6199 gals.).
 KK1276
 KK1276.The modeled gravity was interpolated from observed gravity values.
 KK1276
 KK1276;                    North         East    Units  Estimated Accuracy
 KK1276;SPC CO C     -   512,390.      958,020.      MT  (+/- 180 meters Scaled)
 KK1276
 KK1276                          SUPERSEDED SURVEY CONTROL
 KK1276
 KK1276  NGVD 29 (??/??/??) 1601.347  (m)         5253.75   (f) ADJUSTED    1 2
 KK1276
 KK1276.Superseded values are not recommended for survey control.
 KK1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1276.See file dsdata.txt to determine how the superseded data were derived.
 KK1276
 KK1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED007947(NAD 83)
 KK1276_MARKER: DV = VERTICAL CONTROL DISK
 KK1276_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KK1276_SP_SET: PIER
 KK1276_STAMPING: J 394 1983
 KK1276_MARK LOGO: NGS   
 KK1276_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK1276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1276
 KK1276  HISTORY     - Date     Condition        Report By
 KK1276  HISTORY     - 1983     MONUMENTED       NGS
 KK1276  HISTORY     - 1983     GOOD             NGS
 KK1276  HISTORY     - 1984     GOOD             NGS
 KK1276  HISTORY     - 19940908 GOOD             MSAM
 KK1276
 KK1276                          STATION DESCRIPTION
 KK1276
 KK1276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1276'IN DENVER.
 KK1276'IN DENVER, AT THE INTERSECTION OF INTERSTATE HIGHWAY 25 AND THE DENVER
 KK1276'AND RIO GRANDE WESTERN RAILROAD, SET VERTICALLY IN THE SOUTH FACE OF
 KK1276'OF THE MOST SOUTHERLY 1 OF 3 PIERS OF THE SOUTH BOUND HIGHWAY OVERPASS
 KK1276'OVER THE TRACKS, IN THE 1ST SET OF PIERS EAST OF THE TRACKS,
 KK1276'6.5 METERS (21.3 FT) EAST OF THE NEAR RAIL, 6.2 METERS (20.3 FT) WEST
 KK1276'OF THE CENTER OF A GRAVELED ROAD, AND 5.4 METERS (17.7 FT) SOUTH OF
 KK1276'THE CENTER OF THE SOUTH BOUND LANES OF THE HIGHWAY.
 KK1276'THE MARK IS 1.5 M ABOVE THE GROUND.
 KK1276
 KK1276                          STATION RECOVERY (1983)
 KK1276
 KK1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK1276'RECOVERED IN GOOD CONDITION.
 KK1276
 KK1276                          STATION RECOVERY (1984)
 KK1276
 KK1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK1276'RECOVERED IN GOOD CONDITION.
 KK1276
 KK1276                          STATION RECOVERY (1994)
 KK1276
 KK1276'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1994 (KH)
 KK1276'YRECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0840 ***********************************************************************
 JK0840  DESIGNATION -  J 395
 JK0840  PID         -  JK0840
 JK0840  STATE/COUNTY-  CO/EL PASO
 JK0840  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK0840
 JK0840                         *CURRENT SURVEY CONTROL
 JK0840  ___________________________________________________________________
 JK0840* NAD 83(1986)-  38 47 52.     (N)    104 47 04.     (W)     SCALED    
 JK0840* NAVD 88     -      1787.158  (meters)    5863.37   (feet)  ADJUSTED  
 JK0840  ___________________________________________________________________
 JK0840  GEOID HEIGHT-         -17.24  (meters)                     GEOID03
 JK0840  DYNAMIC HT  -        1785.223 (meters)    5857.02  (feet)  COMP
 JK0840  MODELED GRAV-     979,482.5   (mgal)                       NAVD 88
 JK0840
 JK0840  VERT ORDER  -  FIRST     CLASS II
 JK0840
 JK0840.The horizontal coordinates were scaled from a topographic map and have
 JK0840.an estimated accuracy of +/- 6 seconds.
 JK0840
 JK0840.The orthometric height was determined by differential leveling
 JK0840.and adjusted by the National Geodetic Survey in June 1991..
 JK0840
 JK0840.The geoid height was determined by GEOID03.
 JK0840
 JK0840.The dynamic height is computed by dividing the NAVD 88
 JK0840.geopotential number by the normal gravity value computed on the
 JK0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0840.degrees latitude (g = 980.6199 gals.).
 JK0840
 JK0840.The modeled gravity was interpolated from observed gravity values.
 JK0840
 JK0840;                    North         East    Units  Estimated Accuracy
 JK0840;SPC CO C     -   412,110.      976,560.      MT  (+/- 180 meters Scaled)
 JK0840
 JK0840                          SUPERSEDED SURVEY CONTROL
 JK0840
 JK0840  NGVD 29 (??/??/??) 1786.117  (m)         5859.95   (f) ADJUSTED    1 2
 JK0840
 JK0840.Superseded values are not recommended for survey control.
 JK0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0840.See file dsdata.txt to determine how the superseded data were derived.
 JK0840
 JK0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC187943(NAD 83)
 JK0840_MARKER: DB = BENCH MARK DISK
 JK0840_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JK0840_SP_SET: PIER
 JK0840_STAMPING: J 395 1983
 JK0840_MARK LOGO: NGS   
 JK0840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0840
 JK0840  HISTORY     - Date     Condition        Report By
 JK0840  HISTORY     - 1983     MONUMENTED       NGS
 JK0840  HISTORY     - 20020119 GOOD             USPSQD
 JK0840
 JK0840                          STATION DESCRIPTION
 JK0840
 JK0840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JK0840'6.3 KM (3.9 MI) SOUTH FROM COLORADO SPRINGS.
 JK0840'6.3 KM (3.9 MI) SOUTHERLY ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0840'RAILROAD FROM THE STATION IN COLORADO SPRINGS, SET VERTICALLY IN THE
 JK0840'NORTHWEST FACE OF THE 1ST PIER WEST OF THE RAILROAD TRACK OF THE WEST
 JK0840'BOUND STATE HIGHWAY 29 OVERPASS OVER THE TRACKS, 8.3 METERS (27.2 FT)
 JK0840'NORTHEAST OF THE CENTER OF A PAVED ROAD, 4.4 METERS (14.4 FT)
 JK0840'SOUTHWEST OF THE NEAR RAIL, AND 4.4 METERS (14.4 FT) NORTHWEST OF THE
 JK0840'CENTER OF THE SOUTHWEST BOUND LANES OF THE HIGHWAY.
 JK0840'THE MARK IS 13 M ABOVE THE GROUND.
 JK0840
 JK0840                          STATION RECOVERY (2002)
 JK0840
 JK0840'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 JK0840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0851 ***********************************************************************
 JK0851  DESIGNATION -  J 396
 JK0851  PID         -  JK0851
 JK0851  STATE/COUNTY-  CO/EL PASO
 JK0851  USGS QUAD   -  PIKEVIEW (1994)
 JK0851
 JK0851                         *CURRENT SURVEY CONTROL
 JK0851  ___________________________________________________________________
 JK0851* NAD 83(1986)-  38 53 49.     (N)    104 49 51.     (W)     SCALED    
 JK0851* NAVD 88     -      1899.976  (meters)    6233.50   (feet)  ADJUSTED  
 JK0851  ___________________________________________________________________
 JK0851  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 JK0851  DYNAMIC HT  -        1897.892 (meters)    6226.67  (feet)  COMP
 JK0851  MODELED GRAV-     979,463.8   (mgal)                       NAVD 88
 JK0851
 JK0851  VERT ORDER  -  FIRST     CLASS II
 JK0851
 JK0851.The horizontal coordinates were scaled from a topographic map and have
 JK0851.an estimated accuracy of +/- 6 seconds.
 JK0851
 JK0851.The orthometric height was determined by differential leveling
 JK0851.and adjusted by the National Geodetic Survey in June 1991..
 JK0851
 JK0851.The geoid height was determined by GEOID03.
 JK0851
 JK0851.The dynamic height is computed by dividing the NAVD 88
 JK0851.geopotential number by the normal gravity value computed on the
 JK0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0851.degrees latitude (g = 980.6199 gals.).
 JK0851
 JK0851.The modeled gravity was interpolated from observed gravity values.
 JK0851
 JK0851;                    North         East    Units  Estimated Accuracy
 JK0851;SPC CO C     -   423,080.      972,450.      MT  (+/- 180 meters Scaled)
 JK0851
 JK0851                          SUPERSEDED SURVEY CONTROL
 JK0851
 JK0851.No superseded survey control is available for this station.
 JK0851
 JK0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED146053(NAD 83)
 JK0851_MARKER: DB = BENCH MARK DISK
 JK0851_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JK0851_SP_SET: ABUTMENT
 JK0851_STAMPING: J 396 1983
 JK0851_MARK LOGO: NGS   
 JK0851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0851
 JK0851  HISTORY     - Date     Condition        Report By
 JK0851  HISTORY     - 1983     MONUMENTED       NGS
 JK0851  HISTORY     - 19960808 POOR             USPSQD
 JK0851  HISTORY     - 20010829 POOR             USPSQD
 JK0851
 JK0851                          STATION DESCRIPTION
 JK0851
 JK0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JK0851'7.2 KM (4.5 MI) NORTH FROM COLORADO SPRINGS.
 JK0851'0.3 KM (0.2 MI) NORTHERLY ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0851'RAILROAD FROM THE STATION IN COLORADO SPRINGS, THENCE 6.9 KM (4.3 MI)
 JK0851'NORTHERLY ALONG INTERSTATE HIGHWAY 25, 0.1 KM (0.05 MI) NORTH OF
 JK0851'MILEPOST 146, IN TOP OF AND 0.3 METER (1.0 FT) WEST OF THE EAST END OF
 JK0851'THE NORTH CONCRETE ABUTMENT OF THE HIGHWAY OVERPASS OVER THE GARDEN OF
 JK0851'THE GODS ROAD (EXIT 146), 19.6 METERS (64.3 FT) NORTH OF THE CENTER OF
 JK0851'THE WEST BOUND LANES OF THE ROAD, AND 5.0 METERS (16.4 FT) EAST OF THE
 JK0851'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY.
 JK0851'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 JK0851
 JK0851                          STATION RECOVERY (1996)
 JK0851
 JK0851'RECOVERY NOTE BY US POWER SQUADRON 1996
 JK0851'MARK RECOVERED IN POOR CONDITION.
 JK0851
 JK0851                          STATION RECOVERY (2001)
 JK0851
 JK0851'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 JK0851'DISK IS ILLEGIBLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0435 ***********************************************************************
 HM0435  DESIGNATION -  J 397
 HM0435  PID         -  HM0435
 HM0435  STATE/COUNTY-  CO/MONTEZUMA
 HM0435  USGS QUAD   -  MUD CREEK (1979)
 HM0435
 HM0435                         *CURRENT SURVEY CONTROL
 HM0435  ___________________________________________________________________
 HM0435* NAD 83(1986)-  37 20 02.     (N)    108 44 44.     (W)     SCALED    
 HM0435* NAVD 88     -      1729.372  (meters)    5673.78   (feet)  ADJUSTED  
 HM0435  ___________________________________________________________________
 HM0435  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 HM0435  DYNAMIC HT  -        1727.301 (meters)    5666.99  (feet)  COMP
 HM0435  MODELED GRAV-     979,371.9   (mgal)                       NAVD 88
 HM0435
 HM0435  VERT ORDER  -  FIRST     CLASS II
 HM0435
 HM0435.The horizontal coordinates were scaled from a topographic map and have
 HM0435.an estimated accuracy of +/- 6 seconds.
 HM0435
 HM0435.The orthometric height was determined by differential leveling
 HM0435.and adjusted by the National Geodetic Survey in June 1991..
 HM0435
 HM0435.The geoid height was determined by GEOID03.
 HM0435
 HM0435.The dynamic height is computed by dividing the NAVD 88
 HM0435.geopotential number by the normal gravity value computed on the
 HM0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0435.degrees latitude (g = 980.6199 gals.).
 HM0435
 HM0435.The modeled gravity was interpolated from observed gravity values.
 HM0435
 HM0435;                    North         East    Units  Estimated Accuracy
 HM0435;SPC CO S     -   383,850.      626,840.      MT  (+/- 180 meters Scaled)
 HM0435
 HM0435                          SUPERSEDED SURVEY CONTROL
 HM0435
 HM0435.No superseded survey control is available for this station.
 HM0435
 HM0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG997342(NAD 83)
 HM0435_MARKER: DB = BENCH MARK DISK
 HM0435_SETTING: 66 = SET IN ROCK OUTCROP
 HM0435_SP_SET: ROCK OUTCROP
 HM0435_STAMPING: J 397 1984
 HM0435_MARK LOGO: NGS   
 HM0435_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0435+STABILITY: POSITION/ELEVATION WELL
 HM0435
 HM0435  HISTORY     - Date     Condition        Report By
 HM0435  HISTORY     - 1984     MONUMENTED       NGS
 HM0435
 HM0435                          STATION DESCRIPTION
 HM0435
 HM0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0435'17.0 KM (10.55 MI) WEST FROM CORTEZ.
 HM0435'4.1 KM (2.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 160 FROM ITS WEST
 HM0435'JUNCTION WITH U.S. HIGHWAY 666 IN CORTEZ, THENCE 12.9 KM (8.0 MI)
 HM0435'WESTERLY ALONG A PAVED ROAD. 0.9 KM (0.55 MI) WEST OF THE INTERSECTION
 HM0435'OF A GRAVELED ROAD LEADING NORTHWEST, IN THE SOUTHEAST END OF AN
 HM0435'EXPOSED AREA OF OUTCROPPING BEDROCK, 28.3 METERS (92.8 FT) NORTHWEST
 HM0435'OF THE CENTER OF THE ROAD, AND 1.5 METERS (4.9 FT) NORTHWEST OF THE
 HM0435'SOUTHEAST EDGE OF THE OUTCROP.
 HM0435'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 HM0435'THE MARK IS 2.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0406 ***********************************************************************
 HM0406  DESIGNATION -  J 398
 HM0406  PID         -  HM0406
 HM0406  STATE/COUNTY-  CO/MONTEZUMA
 HM0406  USGS QUAD   -  MANCOS (1973)
 HM0406
 HM0406                         *CURRENT SURVEY CONTROL
 HM0406  ___________________________________________________________________
 HM0406* NAD 83(1986)-  37 21 14.     (N)    108 15 26.     (W)     SCALED    
 HM0406* NAVD 88     -      2204.524  (meters)    7232.68   (feet)  ADJUSTED  
 HM0406  ___________________________________________________________________
 HM0406  GEOID HEIGHT-         -18.61  (meters)                     GEOID03
 HM0406  DYNAMIC HT  -        2201.678 (meters)    7223.34  (feet)  COMP
 HM0406  MODELED GRAV-     979,260.7   (mgal)                       NAVD 88
 HM0406
 HM0406  VERT ORDER  -  FIRST     CLASS II
 HM0406
 HM0406.The horizontal coordinates were scaled from a topographic map and have
 HM0406.an estimated accuracy of +/- 6 seconds.
 HM0406
 HM0406.The orthometric height was determined by differential leveling
 HM0406.and adjusted by the National Geodetic Survey in June 1991..
 HM0406
 HM0406.The geoid height was determined by GEOID03.
 HM0406
 HM0406.The dynamic height is computed by dividing the NAVD 88
 HM0406.geopotential number by the normal gravity value computed on the
 HM0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0406.degrees latitude (g = 980.6199 gals.).
 HM0406
 HM0406.The modeled gravity was interpolated from observed gravity values.
 HM0406
 HM0406;                    North         East    Units  Estimated Accuracy
 HM0406;SPC CO S     -   384,680.      670,160.      MT  (+/- 180 meters Scaled)
 HM0406
 HM0406                          SUPERSEDED SURVEY CONTROL
 HM0406
 HM0406.No superseded survey control is available for this station.
 HM0406
 HM0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG429376(NAD 83)
 HM0406_MARKER: I = METAL ROD
 HM0406_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HM0406_SP_SET: STAINLESS STEEL ROD
 HM0406_STAMPING: J 398 1984
 HM0406_MARK LOGO: NGS   
 HM0406_PROJECTION: FLUSH
 HM0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0406_ROD/PIPE-DEPTH: 4.6  meters
 HM0406
 HM0406  HISTORY     - Date     Condition        Report By
 HM0406  HISTORY     - 1984     MONUMENTED       NGS
 HM0406
 HM0406                          STATION DESCRIPTION
 HM0406
 HM0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0406'32.3 KM (20.05 MI) EAST FROM CORTEZ.
 HM0406'32.3 KM (20.05 MI) EASTERLY ALONG U.S. HIGHWAY 160 FROM ITS WEST
 HM0406'JUNCTION WITH U.S. HIGHWAY 666 IN CORTEZ, 0.5 KM (0.3 MI) NORTHEAST OF
 HM0406'THE INTERSECTION OF COUNTY ROAD 43, 22.9 METERS (75.1 FT) NORTHWEST OF
 HM0406'THE CENTERLINE OF THE HIGHWAY, 18.0 METERS (59.1 FT) EAST OF A UTILITY
 HM0406'POLE, 17.1 METERS (56.1 FT) NORTHWEST OF A T-FENCE CORNER, AND
 HM0406'16.6 METERS (54.5 FT) WEST-NORTHWEST OF THE NORTHWEST END OF A BOX
 HM0406'CULVERT.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 HM0406'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 HM0406'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0400 ***********************************************************************
 HK0400  DESIGNATION -  J 399
 HK0400  PID         -  HK0400
 HK0400  STATE/COUNTY-  CO/CONEJOS
 HK0400  USGS QUAD   -  LA JARA (1982)
 HK0400
 HK0400                         *CURRENT SURVEY CONTROL
 HK0400  ___________________________________________________________________
 HK0400* NAD 83(1986)-  37 16 08.     (N)    105 57 45.     (W)     SCALED    
 HK0400* NAVD 88     -      2318.098  (meters)    7605.29   (feet)  ADJUSTED  
 HK0400  ___________________________________________________________________
 HK0400  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 HK0400  DYNAMIC HT  -        2315.024 (meters)    7595.21  (feet)  COMP
 HK0400  MODELED GRAV-     979,221.5   (mgal)                       NAVD 88
 HK0400
 HK0400  VERT ORDER  -  FIRST     CLASS II
 HK0400
 HK0400.The horizontal coordinates were scaled from a topographic map and have
 HK0400.an estimated accuracy of +/- 6 seconds.
 HK0400
 HK0400.The orthometric height was determined by differential leveling
 HK0400.and adjusted by the National Geodetic Survey in June 1991..
 HK0400
 HK0400.The geoid height was determined by GEOID03.
 HK0400
 HK0400.The dynamic height is computed by dividing the NAVD 88
 HK0400.geopotential number by the normal gravity value computed on the
 HK0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0400.degrees latitude (g = 980.6199 gals.).
 HK0400
 HK0400.The modeled gravity was interpolated from observed gravity values.
 HK0400
 HK0400;                    North         East    Units  Estimated Accuracy
 HK0400;SPC CO S     -   371,740.      873,380.      MT  (+/- 180 meters Scaled)
 HK0400
 HK0400                          SUPERSEDED SURVEY CONTROL
 HK0400
 HK0400.No superseded survey control is available for this station.
 HK0400
 HK0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB146251(NAD 83)
 HK0400_MARKER: I = METAL ROD
 HK0400_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HK0400_SP_SET: STAINLESS STEEL ROD
 HK0400_STAMPING: J 399 1984
 HK0400_MARK LOGO: NGS   
 HK0400_PROJECTION: FLUSH
 HK0400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0400_ROD/PIPE-DEPTH: 17.7 meters
 HK0400
 HK0400  HISTORY     - Date     Condition        Report By
 HK0400  HISTORY     - 1984     MONUMENTED       NGS
 HK0400
 HK0400                          STATION DESCRIPTION
 HK0400
 HK0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HK0400'21.7 KM (13.5 MI) NORTH FROM ANTONITO.
 HK0400'21.7 KM (13.5 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST
 HK0400'OFFICE IN ANTONITO, IN THE SOUTHWEST ANGLE OF A CROSSROAD, 0.7 KM
 HK0400'(0.45 MI) SOUTH OF THE JUNCTION OF STATE HIGHWAY 136, 29.6 M (97.1 FT)
 HK0400'WEST OF THE CENTERLINE OF THE HIGHWAY, 15.7 M (51.5 FT) NORTHWEST OF A
 HK0400'FENCE CORNER, 14.2 M (46.6 FT) SOUTH OF THE CENTERLINE OF A PAVED ROAD
 HK0400'LEADING WEST, AND 7.0 M (23.0 FT) SOUTHEAST OF A FENCE CORNER.
 HK0400'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 HK0400'THE MARK IS 0.3 METERS  NE FROM  A WITHNESS POST AND FENC
 HK0400'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0086 ***********************************************************************
 JK0086  DESIGNATION -  J 4
 JK0086  PID         -  JK0086
 JK0086  STATE/COUNTY-  CO/PUEBLO
 JK0086  USGS QUAD   -  NORTHWEST PUEBLO (1994)
 JK0086
 JK0086                         *CURRENT SURVEY CONTROL
 JK0086  ___________________________________________________________________
 JK0086* NAD 83(1986)-  38 15 31.     (N)    104 41 48.     (W)     SCALED    
 JK0086* NAVD 88     -      1440.239  (meters)    4725.18   (feet)  ADJUSTED  
 JK0086  ___________________________________________________________________
 JK0086  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 JK0086  DYNAMIC HT  -        1438.727 (meters)    4720.22  (feet)  COMP
 JK0086  MODELED GRAV-     979,529.3   (mgal)                       NAVD 88
 JK0086
 JK0086  VERT ORDER  -  FIRST     CLASS II
 JK0086
 JK0086.The horizontal coordinates were scaled from a topographic map and have
 JK0086.an estimated accuracy of +/- 6 seconds.
 JK0086
 JK0086.The orthometric height was determined by differential leveling
 JK0086.and adjusted by the National Geodetic Survey in June 1991..
 JK0086
 JK0086.The geoid height was determined by GEOID03.
 JK0086
 JK0086.The dynamic height is computed by dividing the NAVD 88
 JK0086.geopotential number by the normal gravity value computed on the
 JK0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0086.degrees latitude (g = 980.6199 gals.).
 JK0086
 JK0086.The modeled gravity was interpolated from observed gravity values.
 JK0086
 JK0086;                    North         East    Units  Estimated Accuracy
 JK0086;SPC CO S     -   481,790.      984,710.      MT  (+/- 180 meters Scaled)
 JK0086
 JK0086                          SUPERSEDED SURVEY CONTROL
 JK0086
 JK0086  NGVD 29 (??/??/92) 1439.358  (m)         4722.29   (f) ADJ UNCH    1 2
 JK0086
 JK0086.Superseded values are not recommended for survey control.
 JK0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0086.See file dsdata.txt to determine how the superseded data were derived.
 JK0086
 JK0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC265345(NAD 83)
 JK0086_MARKER: DB = BENCH MARK DISK
 JK0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0086_STAMPING: J 4 1925 ELEV 4722.418 FT
 JK0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0086+STABILITY: SURFACE MOTION
 JK0086
 JK0086  HISTORY     - Date     Condition        Report By
 JK0086  HISTORY     - 1925     MONUMENTED       CGS
 JK0086  HISTORY     - 1953     GOOD             NGS
 JK0086  HISTORY     - 1960     MARK NOT FOUND   NGS
 JK0086
 JK0086                          STATION DESCRIPTION
 JK0086
 JK0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0086'5.2 MI W FROM PUEBLO.
 JK0086'5.15 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0086'FROM THE STATION AT PUEBLO, 0.25 MILE WEST OF MILEPOST 124, 19.4
 JK0086'FEET SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 28 FEET EAST
 JK0086'OF A TELEPHONE POLE, 1 FOOT NORTH OF A FENCE, 0.9 FOOT WEST
 JK0086'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 JK0086'IS FLUSH WITH THE GROUND.
 JK0086
 JK0086                          STATION RECOVERY (1960)
 JK0086
 JK0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JK0086'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0493 ***********************************************************************
 JJ0493  DESIGNATION -  J 40
 JJ0493  PID         -  JJ0493
 JJ0493  STATE/COUNTY-  CO/OTERO
 JJ0493  USGS QUAD   -  MANZANOLA (1954)
 JJ0493
 JJ0493                         *CURRENT SURVEY CONTROL
 JJ0493  ___________________________________________________________________
 JJ0493* NAD 83(1986)-  38 04 50.     (N)    103 47 20.     (W)     SCALED    
 JJ0493* NAVD 88     -      1289.510  (meters)    4230.67   (feet)  ADJUSTED  
 JJ0493  ___________________________________________________________________
 JJ0493  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 JJ0493  DYNAMIC HT  -        1288.210 (meters)    4226.40  (feet)  COMP
 JJ0493  MODELED GRAV-     979,577.2   (mgal)                       NAVD 88
 JJ0493
 JJ0493  VERT ORDER  -  FIRST     CLASS II
 JJ0493
 JJ0493.The horizontal coordinates were scaled from a topographic map and have
 JJ0493.an estimated accuracy of +/- 6 seconds.
 JJ0493
 JJ0493.The orthometric height was determined by differential leveling
 JJ0493.and adjusted by the National Geodetic Survey in June 1991..
 JJ0493
 JJ0493.The geoid height was determined by GEOID03.
 JJ0493
 JJ0493.The dynamic height is computed by dividing the NAVD 88
 JJ0493.geopotential number by the normal gravity value computed on the
 JJ0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0493.degrees latitude (g = 980.6199 gals.).
 JJ0493
 JJ0493.The modeled gravity was interpolated from observed gravity values.
 JJ0493
 JJ0493;                    North         East    Units  Estimated Accuracy
 JJ0493;SPC CO S     -   463,100.    1,064,510.      MT  (+/- 180 meters Scaled)
 JJ0493
 JJ0493                          SUPERSEDED SURVEY CONTROL
 JJ0493
 JJ0493  NGVD 29 (??/??/92) 1288.824  (m)         4228.42   (f) ADJ UNCH    1 2
 JJ0493
 JJ0493.Superseded values are not recommended for survey control.
 JJ0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0493.See file dsdata.txt to determine how the superseded data were derived.
 JJ0493
 JJ0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC062154(NAD 83)
 JJ0493_MARKER: DB = BENCH MARK DISK
 JJ0493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0493_STAMPING: J 40 1933
 JJ0493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0493+STABILITY: SURFACE MOTION
 JJ0493
 JJ0493  HISTORY     - Date     Condition        Report By
 JJ0493  HISTORY     - 1933     MONUMENTED       CGS
 JJ0493  HISTORY     - 1960     GOOD             NGS
 JJ0493  HISTORY     - 1985     MARK NOT FOUND   NGS
 JJ0493
 JJ0493                          STATION DESCRIPTION
 JJ0493
 JJ0493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JJ0493'3.7 MI W FROM ROCKY FORD.
 JJ0493'3.7 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JJ0493'FROM ROCKY FORD, AT MILEAGE 569.81, 46 FEET WEST OF THE CENTER OF
 JJ0493'A ROAD CROSSING, 43 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND
 JJ0493'38 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 50.  A STANDARD DISK,
 JJ0493'STAMPED J 40 1933 AND SET IN THE TOP OF A CONCRETE POST.
 JJ0493
 JJ0493                          STATION RECOVERY (1985)
 JJ0493
 JJ0493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0900 ***********************************************************************
 JK0900  DESIGNATION -  J 400
 JK0900  PID         -  JK0900
 JK0900  STATE/COUNTY-  CO/SAGUACHE
 JK0900  USGS QUAD   -  VILLA GROVE (1979)
 JK0900
 JK0900                         *CURRENT SURVEY CONTROL
 JK0900  ___________________________________________________________________
 JK0900* NAD 83(1986)-  38 07 46.     (N)    105 55 23.     (W)     SCALED    
 JK0900* NAVD 88     -      2335.949  (meters)    7663.86   (feet)  ADJUSTED  
 JK0900  ___________________________________________________________________
 JK0900  GEOID HEIGHT-         -15.34  (meters)                     GEOID03
 JK0900  DYNAMIC HT  -        2333.003 (meters)    7654.19  (feet)  COMP
 JK0900  MODELED GRAV-     979,284.2   (mgal)                       NAVD 88
 JK0900
 JK0900  VERT ORDER  -  FIRST     CLASS II
 JK0900
 JK0900.The horizontal coordinates were scaled from a topographic map and have
 JK0900.an estimated accuracy of +/- 6 seconds.
 JK0900
 JK0900.The orthometric height was determined by differential leveling
 JK0900.and adjusted by the National Geodetic Survey in June 1991..
 JK0900
 JK0900.The geoid height was determined by GEOID03.
 JK0900
 JK0900.The dynamic height is computed by dividing the NAVD 88
 JK0900.geopotential number by the normal gravity value computed on the
 JK0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0900.degrees latitude (g = 980.6199 gals.).
 JK0900
 JK0900.The modeled gravity was interpolated from observed gravity values.
 JK0900
 JK0900;                    North         East    Units  Estimated Accuracy
 JK0900;SPC CO S     -   467,230.      877,310.      MT  (+/- 180 meters Scaled)
 JK0900
 JK0900                          SUPERSEDED SURVEY CONTROL
 JK0900
 JK0900.No superseded survey control is available for this station.
 JK0900
 JK0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC191205(NAD 83)
 JK0900_MARKER: I = METAL ROD
 JK0900_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK0900_SP_SET: STAINLESS STEEL ROD
 JK0900_STAMPING: J 400 1984
 JK0900_MARK LOGO: NGS   
 JK0900_PROJECTION: FLUSH
 JK0900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0900_ROD/PIPE-DEPTH: 5.8  meters
 JK0900
 JK0900  HISTORY     - Date     Condition        Report By
 JK0900  HISTORY     - 1984     MONUMENTED       NGS
 JK0900
 JK0900                          STATION DESCRIPTION
 JK0900
 JK0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0900'13.5 KM (8.4 MI) SOUTH FROM VILLA GROVE.
 JK0900'0.2 KM (0.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE
 JK0900'IN VILLA GROVE, THENCE 9.1 KM (5.65 MI) SOUTHEASTERLY ALONG COUNTY
 JK0900'ROAD 58 EE, THENCE 4.2 KM (2.6 MI) SOUTHERLY ALONG STATE HIGHWAY 17,
 JK0900'OR 14.4 KM (8.95 MI) NORTHERLY ALONG STATE HIGHWAY 17 FROM THE POST
 JK0900'OFFICE IN MOFFAT, 45.7 M (149.9 FT) NORTH OF A UTILITY POLE, 30.2 M
 JK0900'(99.1 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 20.6 M (67.6 FT)
 JK0900'SOUTH OF THE CENTER OF COUNTY ROAD CC, AND 8.2 M (26.9 FT) SOUTH OF
 JK0900'THE CENTER OF A FIELD ENTRANCE.  NOTE--ACCESS TO DATUM POINT IS HAD
 JK0900'THROUGH A 5-INCH LOGO CAP.
 JK0900'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 JK0900'THE MARK IS 1.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1047 ***********************************************************************
 LL1047  DESIGNATION -  J 401
 LL1047  PID         -  LL1047
 LL1047  STATE/COUNTY-  CO/LARIMER
 LL1047  USGS QUAD   -  LOVELAND (1984)
 LL1047
 LL1047                         *CURRENT SURVEY CONTROL
 LL1047  ___________________________________________________________________
 LL1047* NAD 83(1986)-  40 24 28.     (N)    105 04 32.     (W)     SCALED    
 LL1047* NAVD 88     -      1532.321  (meters)    5027.29   (feet)  ADJUSTED  
 LL1047  ___________________________________________________________________
 LL1047  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 LL1047  DYNAMIC HT  -        1530.996 (meters)    5022.94  (feet)  COMP
 LL1047  MODELED GRAV-     979,706.9   (mgal)                       NAVD 88
 LL1047
 LL1047  VERT ORDER  -  FIRST     CLASS II
 LL1047
 LL1047.The horizontal coordinates were scaled from a topographic map and have
 LL1047.an estimated accuracy of +/- 6 seconds.
 LL1047
 LL1047.The orthometric height was determined by differential leveling
 LL1047.and adjusted by the National Geodetic Survey in June 1991..
 LL1047
 LL1047.The geoid height was determined by GEOID03.
 LL1047
 LL1047.The dynamic height is computed by dividing the NAVD 88
 LL1047.geopotential number by the normal gravity value computed on the
 LL1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1047.degrees latitude (g = 980.6199 gals.).
 LL1047
 LL1047.The modeled gravity was interpolated from observed gravity values.
 LL1047
 LL1047;                    North         East    Units  Estimated Accuracy
 LL1047;SPC CO N     -   424,180.      950,430.      MT  (+/- 180 meters Scaled)
 LL1047
 LL1047                          SUPERSEDED SURVEY CONTROL
 LL1047
 LL1047  NGVD 29 (??/??/??) 1531.449  (m)         5024.43   (f) ADJUSTED    1 2
 LL1047
 LL1047.Superseded values are not recommended for survey control.
 LL1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1047.See file dsdata.txt to determine how the superseded data were derived.
 LL1047
 LL1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE935730(NAD 83)
 LL1047_MARKER: I = METAL ROD
 LL1047_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1047_SP_SET: STAINLESS STEEL ROD
 LL1047_STAMPING: J 401 1984
 LL1047_MARK LOGO: NGS   
 LL1047_PROJECTION: FLUSH
 LL1047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1047_ROD/PIPE-DEPTH: 7.3  meters
 LL1047
 LL1047  HISTORY     - Date     Condition        Report By
 LL1047  HISTORY     - 1984     MONUMENTED       NGS
 LL1047
 LL1047                          STATION DESCRIPTION
 LL1047
 LL1047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1047'IN LOVELAND.
 LL1047'IN LOVELAND, AT THE JUNCTION OF JACKSON AVENUE AND EAST 15TH STREET,
 LL1047'29.9 METERS (98.1 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE SKATE
 LL1047'CASTLE BUILDING, 13.3 METERS (43.6 FT) WEST OF THE CENTER OF THE
 LL1047'INTERSECTION OF THE AVENUE AND STREET, AND 1.1 METERS (3.6 FT)
 LL1047'SOUTHEAST OF A UTILITY POLE.  NOTE--ACCESS TO THE DATUM POINT IS
 LL1047'THROUGH A 5-INCH LOGO CAP.
 LL1047'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 LL1047'THE MARK IS 0.6 M ABOVE THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1054 ***********************************************************************
 LL1054  DESIGNATION -  J 402
 LL1054  PID         -  LL1054
 LL1054  STATE/COUNTY-  CO/LARIMER
 LL1054  USGS QUAD   -  BERTHOUD (1984)
 LL1054
 LL1054                         *CURRENT SURVEY CONTROL
 LL1054  ___________________________________________________________________
 LL1054* NAD 83(1986)-  40 21 31.     (N)    105 04 26.     (W)     SCALED    
 LL1054* NAVD 88     -      1536.005  (meters)    5039.38   (feet)  ADJUSTED  
 LL1054  ___________________________________________________________________
 LL1054  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 LL1054  DYNAMIC HT  -        1534.661 (meters)    5034.97  (feet)  COMP
 LL1054  MODELED GRAV-     979,696.7   (mgal)                       NAVD 88
 LL1054
 LL1054  VERT ORDER  -  FIRST     CLASS II
 LL1054
 LL1054.The horizontal coordinates were scaled from a topographic map and have
 LL1054.an estimated accuracy of +/- 6 seconds.
 LL1054
 LL1054.The orthometric height was determined by differential leveling
 LL1054.and adjusted by the National Geodetic Survey in June 1991..
 LL1054
 LL1054.The geoid height was determined by GEOID03.
 LL1054
 LL1054.The dynamic height is computed by dividing the NAVD 88
 LL1054.geopotential number by the normal gravity value computed on the
 LL1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1054.degrees latitude (g = 980.6199 gals.).
 LL1054
 LL1054.The modeled gravity was interpolated from observed gravity values.
 LL1054
 LL1054;                    North         East    Units  Estimated Accuracy
 LL1054;SPC CO N     -   418,730.      950,600.      MT  (+/- 180 meters Scaled)
 LL1054
 LL1054                          SUPERSEDED SURVEY CONTROL
 LL1054
 LL1054  NGVD 29 (??/??/??) 1535.125  (m)         5036.49   (f) ADJUSTED    1 2
 LL1054
 LL1054.Superseded values are not recommended for survey control.
 LL1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1054.See file dsdata.txt to determine how the superseded data were derived.
 LL1054
 LL1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE937675(NAD 83)
 LL1054_MARKER: I = METAL ROD
 LL1054_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1054_SP_SET: STAINLESS STEEL ROD
 LL1054_STAMPING: J 402 1984
 LL1054_MARK LOGO: NGS   
 LL1054_PROJECTION: FLUSH
 LL1054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1054+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2005
 LL1054_ROD/PIPE-DEPTH: 9.5  meters
 LL1054
 LL1054  HISTORY     - Date     Condition        Report By
 LL1054  HISTORY     - 1984     MONUMENTED       NGS
 LL1054  HISTORY     - 20050811 GOOD             USPSQD
 LL1054
 LL1054                          STATION DESCRIPTION
 LL1054
 LL1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1054'5.5 KM (3.4 MI) SOUTH FROM LOVELAND.
 LL1054'5.5 KM (3.4 MI) SOUTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 LL1054'WITH U.S. HIGHWAY 34 IN LOVELAND, 1.0 KM (0.6 MI) NORTH OF THE
 LL1054'INTERSECTION OF STATE HIGHWAY 60, 24.6 METERS (80.7 FT) NORTHWEST OF
 LL1054'THE NORTHWEST CORNER OF A BOX COLVERT, 18.0 METERS (59.1 FT) WEST OF
 LL1054'THE CENTERLINE OF THE HIGHWAY, 5.1 METERS (16.7 FT) NORTH OF THE
 LL1054'CENTER OF A FIELD ENTRANCE, AND 0.4 METER (1.3 FT) SOUTH OF A FENCE
 LL1054'CORNER.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LL1054'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 LL1054'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 LL1054
 LL1054                          STATION RECOVERY (2005)
 LL1054
 LL1054'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 LL1054'FOUND AS DESCRIBED. ORANGE WITNESS POST IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0334 ***********************************************************************
 HL0334  DESIGNATION -  J 403
 HL0334  PID         -  HL0334
 HL0334  STATE/COUNTY-  CO/LA PLATA
 HL0334  USGS QUAD   -  DURANGO WEST (1963)
 HL0334
 HL0334                         *CURRENT SURVEY CONTROL
 HL0334  ___________________________________________________________________
 HL0334* NAD 83(1986)-  37 16 45.     (N)    107 57 08.     (W)     SCALED    
 HL0334* NAVD 88     -      2139.610  (meters)    7019.70   (feet)  ADJUSTED  
 HL0334  ___________________________________________________________________
 HL0334  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 HL0334  DYNAMIC HT  -        2136.823 (meters)    7010.56  (feet)  COMP
 HL0334  MODELED GRAV-     979,251.9   (mgal)                       NAVD 88
 HL0334
 HL0334  VERT ORDER  -  FIRST     CLASS II
 HL0334
 HL0334.The horizontal coordinates were scaled from a topographic map and have
 HL0334.an estimated accuracy of +/- 6 seconds.
 HL0334
 HL0334.The orthometric height was determined by differential leveling
 HL0334.and adjusted by the National Geodetic Survey in June 1991..
 HL0334
 HL0334.The geoid height was determined by GEOID03.
 HL0334
 HL0334.The dynamic height is computed by dividing the NAVD 88
 HL0334.geopotential number by the normal gravity value computed on the
 HL0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0334.degrees latitude (g = 980.6199 gals.).
 HL0334
 HL0334.The modeled gravity was interpolated from observed gravity values.
 HL0334
 HL0334;                    North         East    Units  Estimated Accuracy
 HL0334;SPC CO S     -   375,630.      696,950.      MT  (+/- 180 meters Scaled)
 HL0334
 HL0334                          SUPERSEDED SURVEY CONTROL
 HL0334
 HL0334.No superseded survey control is available for this station.
 HL0334
 HL0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB382299(NAD 83)
 HL0334_MARKER: DB = BENCH MARK DISK
 HL0334_SETTING: 66 = SET IN ROCK OUTCROP
 HL0334_SP_SET: ROCK OUTCROP
 HL0334_STAMPING: J 403 1984
 HL0334_MARK LOGO: NGS   
 HL0334_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0334+STABILITY: POSITION/ELEVATION WELL
 HL0334
 HL0334  HISTORY     - Date     Condition        Report By
 HL0334  HISTORY     - 1984     MONUMENTED       NGS
 HL0334
 HL0334                          STATION DESCRIPTION
 HL0334
 HL0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HL0334'7.0 KM (4.35 MI) WEST FROM DURANGO.
 HL0334'7.0 KM (4.35 MI) WESTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION
 HL0334'WITH U.S. HIGHWAY 550 IN DURANGO, NEAR THE EAST END OF A 1.5- BY
 HL0334'12-FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 33.0 METERS (108.3 FT)
 HL0334'EAST OF A UTILITY POLE AND UNDERGROUND CABLE JUNCTION BOX, 27.8 METERS
 HL0334'(91.2 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 10.8 METERS
 HL0334'(35.4 FT) NORTH OF A FENCE, 1.1 METERS (3.6 FT) EAST OF THE EXTENDED
 HL0334'CENTER OF A TRACK ROAD, AND 0.3 METER (1.0 FT) WEST OF THE EAST END OF
 HL0334'THE OUTCROP.
 HL0334'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 HL0334'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0344 ***********************************************************************
 HL0344  DESIGNATION -  J 404
 HL0344  PID         -  HL0344
 HL0344  STATE/COUNTY-  CO/LA PLATA
 HL0344  USGS QUAD   -  BONDAD HILL (1968)
 HL0344
 HL0344                         *CURRENT SURVEY CONTROL
 HL0344  ___________________________________________________________________
 HL0344* NAD 83(1992)-  37 03 04.78040(N)    107 52 29.44804(W)     ADJUSTED  
 HL0344* NAVD 88     -      1836.951  (meters)    6026.73   (feet)  ADJUSTED  
 HL0344  ___________________________________________________________________
 HL0344  X           -  -1,564,778.144 (meters)                     COMP
 HL0344  Y           -  -4,851,928.051 (meters)                     COMP
 HL0344  Z           -   3,823,035.571 (meters)                     COMP
 HL0344  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 HL0344  ELLIP HEIGHT-        1816.84  (meters)          (12/03/02) GPS OBS
 HL0344  GEOID HEIGHT-         -20.08  (meters)                     GEOID03
 HL0344  DYNAMIC HT  -        1834.601 (meters)    6019.02  (feet)  COMP
 HL0344  MODELED GRAV-     979,287.6   (mgal)                       NAVD 88
 HL0344
 HL0344  HORZ ORDER  -  FIRST
 HL0344  VERT ORDER  -  FIRST     CLASS II
 HL0344  ELLP ORDER  -  FOURTH    CLASS II
 HL0344
 HL0344.The horizontal coordinates were established by GPS observations
 HL0344.and adjusted by the National Geodetic Survey in July 1997..
 HL0344
 HL0344.The orthometric height was determined by differential leveling
 HL0344.and adjusted by the National Geodetic Survey in June 1991..
 HL0344
 HL0344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HL0344
 HL0344.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0344
 HL0344.The ellipsoidal height was determined by GPS observations
 HL0344.and is referenced to NAD 83.
 HL0344
 HL0344.The geoid height was determined by GEOID03.
 HL0344
 HL0344.The dynamic height is computed by dividing the NAVD 88
 HL0344.geopotential number by the normal gravity value computed on the
 HL0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0344.degrees latitude (g = 980.6199 gals.).
 HL0344
 HL0344.The modeled gravity was interpolated from observed gravity values.
 HL0344
 HL0344;                    North         East     Units Scale Factor Converg.
 HL0344;SPC CO S     -   350,177.579   703,169.658   MT  1.00003802   -1 27 24.0
 HL0344;SPC CO S     - 1,148,874.27  2,306,982.45   sFT  1.00003802   -1 27 24.0
 HL0344;UTM  13      - 4,104,432.668   244,349.844   MT  1.00040521   -1 43 59.2
 HL0344
 HL0344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0344!SPC CO S     -   0.99971496  x   1.00003802  =   0.99975297
 HL0344!UTM  13      -   0.99971496  x   1.00040521  =   1.00012006
 HL0344
 HL0344                          SUPERSEDED SURVEY CONTROL
 HL0344
 HL0344  ELLIP H (07/06/97) 1816.84   (m)                       GP(       ) 3 1
 HL0344  NAVD 88 (07/06/97) 1836.95   (m)         6026.7    (f) LEVELING    3  
 HL0344
 HL0344.Superseded values are not recommended for survey control.
 HL0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0344.See file dsdata.txt to determine how the superseded data were derived.
 HL0344
 HL0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB4435004433(NAD 83)
 HL0344_MARKER: DB = BENCH MARK DISK
 HL0344_SETTING: 66 = SET IN ROCK OUTCROP
 HL0344_SP_SET: ROCK OUTCROP
 HL0344_STAMPING: J 404 1984
 HL0344_MARK LOGO: NGS   
 HL0344_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HL0344_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0344+STABILITY: POSITION/ELEVATION WELL
 HL0344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HL0344+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1992
 HL0344
 HL0344  HISTORY     - Date     Condition        Report By
 HL0344  HISTORY     - 1984     MONUMENTED       NGS
 HL0344  HISTORY     - 19920421 GOOD             NGS
 HL0344  HISTORY     - 19920421 GOOD             NGS
 HL0344
 HL0344                          STATION DESCRIPTION
 HL0344
 HL0344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HL0344'27.3 KM (16.95 MI) SOUT FROM DURANGO.
 HL0344'27.3 KM (16.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM ITS NORTH
 HL0344'JUNCTION WITH U.S. HIGHWAY 160 IN DURANGO, NEAR THE WEST END OF A
 HL0344'LARGE EXPOSED AREA OF BEDROCK ALONG THE NORTH BANK OF THE ANIMAS
 HL0344'RIVER, 18.9 METERS (62.0 FT) EAST OF THE CENTER LINE OF THE HIGHWAY,
 HL0344'AND 13.7 METERS (44.9 FT) EAST OF THE NORTHEAST CORNER OF A BRIDGE
 HL0344'SPANNING THE RIVER.
 HL0344'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 HL0344'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HL0344
 HL0344                          STATION RECOVERY (1992)
 HL0344
 HL0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HL0344'RECOVERED IN GOOD CONDITION.
 HL0344
 HL0344                          STATION RECOVERY (1992)
 HL0344
 HL0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RSC)
 HL0344'THE STATION IS LOCATED ABOUT 16 MI (25.7 KM) SOUTH OF DURANGO, 14 MI
 HL0344'(22.5 KM) SOUTHWEST OF IGNACIO, 3.5 MI (5.6 KM) NORTH OF THE
 HL0344'COLORADO-NEW MEXICO STATE LINE, IT IS IN THE NORTHWEST 1/4 OF SECTION
 HL0344'6, T 32 N, R 9 W, AT U.  S.  HIGHWAY 550 MILEPOST 3.7.
 HL0344'OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION  TO REACH THE STATION
 HL0344'FROM THE JUNCTION OF U.  S.  HIGHWAY 160 AND U. S.  HIGHWAY 550
 HL0344'SOUTHEAST OF DURANGO, GO SOUTH ON U.  S.  HIGHWAY 550 FOR 12.6 MI
 HL0344'(20.3 KM) TO THE STATION ON THE LEFT, JUST NORTH OF A BRIDGE OVER THE
 HL0344'ANIMAS RIVER  THE STATION MARK IS A STANDARD DISK SET IN A DRILL HOLE
 HL0344'NEAR THE WEST END OF A LARGE EXPOSED AREA OF BEDROCK ALONG THE NORTH
 HL0344'BANK OF THE ANIMAS RIVER, 62.0 FT (18.9 M) EAST OF THE HIGHWAY, 44.9
 HL0344'FT (13.7 M) EAST OF THE NORTHEAST CORNER OF A BRIDGE OVER THE RIVER,
 HL0344'ABOUT LEVEL WITH THE HIGHWAY AND 1 FT (0.3 M) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0865 ***********************************************************************
 JK0865  DESIGNATION -  J 405
 JK0865  PID         -  JK0865
 JK0865  STATE/COUNTY-  CO/EL PASO
 JK0865  USGS QUAD   -  CHEYENNE MOUNTAIN (1994)
 JK0865
 JK0865                         *CURRENT SURVEY CONTROL
 JK0865  ___________________________________________________________________
 JK0865* NAD 83(1986)-  38 44 11.     (N)    104 47 15.     (W)     SCALED    
 JK0865* NAVD 88     -      1779.050  (meters)    5836.77   (feet)  ADJUSTED  
 JK0865  ___________________________________________________________________
 JK0865  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 JK0865  DYNAMIC HT  -        1777.136 (meters)    5830.49  (feet)  COMP
 JK0865  MODELED GRAV-     979,489.4   (mgal)                       NAVD 88
 JK0865
 JK0865  VERT ORDER  -  FIRST     CLASS II
 JK0865
 JK0865.The horizontal coordinates were scaled from a topographic map and have
 JK0865.an estimated accuracy of +/- 6 seconds.
 JK0865
 JK0865.The orthometric height was determined by differential leveling
 JK0865.and adjusted by the National Geodetic Survey in June 1991..
 JK0865
 JK0865.The geoid height was determined by GEOID03.
 JK0865
 JK0865.The dynamic height is computed by dividing the NAVD 88
 JK0865.geopotential number by the normal gravity value computed on the
 JK0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0865.degrees latitude (g = 980.6199 gals.).
 JK0865
 JK0865.The modeled gravity was interpolated from observed gravity values.
 JK0865
 JK0865;                    North         East    Units  Estimated Accuracy
 JK0865;SPC CO C     -   405,290.      976,350.      MT  (+/- 180 meters Scaled)
 JK0865
 JK0865                          SUPERSEDED SURVEY CONTROL
 JK0865
 JK0865  NGVD 29 (??/??/??) 1778.034  (m)         5833.43   (f) ADJUSTED    1 2
 JK0865
 JK0865.Superseded values are not recommended for survey control.
 JK0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0865.See file dsdata.txt to determine how the superseded data were derived.
 JK0865
 JK0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC184875(NAD 83)
 JK0865_MARKER: I = METAL ROD
 JK0865_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK0865_SP_SET: STAINLESS STEEL ROD
 JK0865_STAMPING: J 405 1984
 JK0865_MARK LOGO: NGS   
 JK0865_PROJECTION: FLUSH
 JK0865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0865_ROD/PIPE-DEPTH: 15.2 meters
 JK0865
 JK0865  HISTORY     - Date     Condition        Report By
 JK0865  HISTORY     - 1984     MONUMENTED       NGS
 JK0865
 JK0865                          STATION DESCRIPTION
 JK0865
 JK0865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0865'IN FORT CARSON.
 JK0865'IN FORT CARSON (MILITARY RESERVATION), AT THE JUNCTION OF WETZEL
 JK0865'AVENUE AND HOGAN STREET, 39.8 METERS (130.6 FT) NORTHWEST OF THE
 JK0865'CENTERLINE OF THE STREET, 38.7 METERS (127.0 FT) NORTHEAST OF THE
 JK0865'CENTERLINE OF THE AVENUE, 2.2 METERS (7.2 FT) SOUTHEAST OF THE
 JK0865'SOUTHEAST EDGE OF A PARKING LOT, AND 1.1 METERS (3.6 FT) SOUTHEAST OF
 JK0865'UTILITY POLE NUMBER 1-1823.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 JK0865'A 5-INCH LOGO CAP.
 JK0865'THE MARK IS 1.0 M BELOW THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1497 ***********************************************************************
 KK1497  DESIGNATION -  J 406
 KK1497  PID         -  KK1497
 KK1497  STATE/COUNTY-  CO/DENVER
 KK1497  USGS QUAD   -  ENGLEWOOD (1997)
 KK1497
 KK1497                         *CURRENT SURVEY CONTROL
 KK1497  ___________________________________________________________________
 KK1497* NAD 83(1986)-  39 42 10.     (N)    104 54 47.     (W)     SCALED    
 KK1497* NAVD 88     -      1642.737  (meters)    5389.55   (feet)  ADJUSTED  
 KK1497  ___________________________________________________________________
 KK1497  GEOID HEIGHT-         -17.33  (meters)                     GEOID03
 KK1497  DYNAMIC HT  -        1641.148 (meters)    5384.33  (feet)  COMP
 KK1497  MODELED GRAV-     979,601.7   (mgal)                       NAVD 88
 KK1497
 KK1497  VERT ORDER  -  FIRST     CLASS II
 KK1497
 KK1497.The horizontal coordinates were scaled from a topographic map and have
 KK1497.an estimated accuracy of +/- 6 seconds.
 KK1497
 KK1497.The orthometric height was determined by differential leveling
 KK1497.and adjusted by the National Geodetic Survey in June 1991..
 KK1497
 KK1497.The geoid height was determined by GEOID03.
 KK1497
 KK1497.The dynamic height is computed by dividing the NAVD 88
 KK1497.geopotential number by the normal gravity value computed on the
 KK1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1497.degrees latitude (g = 980.6199 gals.).
 KK1497
 KK1497.The modeled gravity was interpolated from observed gravity values.
 KK1497
 KK1497;                    North         East    Units  Estimated Accuracy
 KK1497;SPC CO C     -   512,490.      964,740.      MT  (+/- 180 meters Scaled)
 KK1497
 KK1497                          SUPERSEDED SURVEY CONTROL
 KK1497
 KK1497  NGVD 29 (??/??/??) 1641.821  (m)         5386.54   (f) ADJUSTED    1 2
 KK1497
 KK1497.Superseded values are not recommended for survey control.
 KK1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1497.See file dsdata.txt to determine how the superseded data were derived.
 KK1497
 KK1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED074947(NAD 83)
 KK1497_MARKER: I = METAL ROD
 KK1497_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1497_SP_SET: STAINLESS STEEL ROD
 KK1497_STAMPING: J 406 1984
 KK1497_MARK LOGO: NGS   
 KK1497_PROJECTION: FLUSH
 KK1497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1497_ROD/PIPE-DEPTH: 4.9  meters
 KK1497
 KK1497  HISTORY     - Date     Condition        Report By
 KK1497  HISTORY     - 1984     MONUMENTED       NGS
 KK1497
 KK1497                          STATION DESCRIPTION
 KK1497
 KK1497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1497'IN DENVER.
 KK1497'IN DENVER, AT THE INTERSECTION OF SOUTH MONACO STREET PARKWAY AND
 KK1497'LEETSDALE DRIVE, 10.0 METERS (32.8 FT) SOUTHWEST OF THE CENTERLINE OF
 KK1497'THE SOUTHEAST BOUND LANES OF THE DRIVE, 9.6 METERS (31.5 FT) WEST OF
 KK1497'THE CENTERLINE OF THE SOUTH BOUND LANES OF THE PARKWAY, 1.7 METERS
 KK1497'(5.6 FT) NORTH OF THE NORTH CURB OF A DRIVEWAY, AND 0.5 METER (1.6 FT)
 KK1497'WEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 KK1497'5-INCH LOGO CAP.
 KK1497'THE MARK IS 0.2 M ABOVE THE PARKWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1374 ***********************************************************************
 KK1374  DESIGNATION -  J 407
 KK1374  PID         -  KK1374
 KK1374  STATE/COUNTY-  CO/JEFFERSON
 KK1374  USGS QUAD   -  MORRISON (1994)
 KK1374
 KK1374                         *CURRENT SURVEY CONTROL
 KK1374  ___________________________________________________________________
 KK1374* NAD 83(1986)-  39 44 26.     (N)    105 11 56.     (W)     SCALED    
 KK1374* NAVD 88     -      1768.931  (meters)    5803.57   (feet)  ADJUSTED  
 KK1374  ___________________________________________________________________
 KK1374  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 KK1374  DYNAMIC HT  -        1767.181 (meters)    5797.83  (feet)  COMP
 KK1374  MODELED GRAV-     979,574.7   (mgal)                       NAVD 88
 KK1374
 KK1374  VERT ORDER  -  FIRST     CLASS II
 KK1374
 KK1374.The horizontal coordinates were scaled from a topographic map and have
 KK1374.an estimated accuracy of +/- 6 seconds.
 KK1374
 KK1374.The orthometric height was determined by differential leveling
 KK1374.and adjusted by the National Geodetic Survey in June 1991..
 KK1374
 KK1374.The geoid height was determined by GEOID03.
 KK1374
 KK1374.The dynamic height is computed by dividing the NAVD 88
 KK1374.geopotential number by the normal gravity value computed on the
 KK1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1374.degrees latitude (g = 980.6199 gals.).
 KK1374
 KK1374.The modeled gravity was interpolated from observed gravity values.
 KK1374
 KK1374;                    North         East    Units  Estimated Accuracy
 KK1374;SPC CO C     -   516,570.      940,210.      MT  (+/- 180 meters Scaled)
 KK1374
 KK1374                          SUPERSEDED SURVEY CONTROL
 KK1374
 KK1374  NGVD 29 (??/??/??) 1767.983  (m)         5800.46   (f) ADJUSTED    1 2
 KK1374
 KK1374.Superseded values are not recommended for survey control.
 KK1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1374.See file dsdata.txt to determine how the superseded data were derived.
 KK1374
 KK1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD829989(NAD 83)
 KK1374_MARKER: F = FLANGE-ENCASED ROD
 KK1374_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1374_SP_SET: STAINLESS STEEL ROD
 KK1374_STAMPING: J 407 1984
 KK1374_MARK LOGO: NGS   
 KK1374_PROJECTION: FLUSH
 KK1374_MAGNETIC: I = MARKER IS A STEEL ROD
 KK1374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1374+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2000
 KK1374_ROD/PIPE-DEPTH: 5.8  meters
 KK1374
 KK1374  HISTORY     - Date     Condition        Report By
 KK1374  HISTORY     - 1984     MONUMENTED       NGS
 KK1374  HISTORY     - 20000606 GOOD             NGS
 KK1374
 KK1374                          STATION DESCRIPTION
 KK1374
 KK1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1374'IN GOLDEN.
 KK1374'IN GOLDEN, AT THE JUNCTION OF SOUTH GOLDEN ROAD AND LUNNONHAUS DRIVE,
 KK1374'48.2 METERS (158.1 FT) NORTHWEST OF THE CENTER OF THE DRIVE, 12.6
 KK1374'METERS (41.3 FT) SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES
 KK1374'OF THE ROAD, AND 1.5 METERS (4.9 FT) NORTHWEST OF UTILITY POLE NUMBER
 KK1374'353-70 10 71.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 KK1374'LOGO CAP.
 KK1374'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 KK1374'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 KK1374
 KK1374                          STATION RECOVERY (2000)
 KK1374
 KK1374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 KK1374'RECOVERED AS DESCRIBED.
 KK1374'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1361 ***********************************************************************
 KK1361  DESIGNATION -  J 408
 KK1361  PID         -  KK1361
 KK1361  STATE/COUNTY-  CO/JEFFERSON
 KK1361  USGS QUAD   -  GOLDEN (1994)
 KK1361
 KK1361                         *CURRENT SURVEY CONTROL
 KK1361  ___________________________________________________________________
 KK1361* NAD 83(1986)-  39 50 55.     (N)    105 13 58.     (W)     SCALED    
 KK1361* NAVD 88     -      1808.089  (meters)    5932.04   (feet)  ADJUSTED  
 KK1361  ___________________________________________________________________
 KK1361  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 KK1361  DYNAMIC HT  -        1806.274 (meters)    5926.08  (feet)  COMP
 KK1361  MODELED GRAV-     979,559.4   (mgal)                       NAVD 88
 KK1361
 KK1361  VERT ORDER  -  FIRST     CLASS II
 KK1361
 KK1361.The horizontal coordinates were scaled from a topographic map and have
 KK1361.an estimated accuracy of +/- 6 seconds.
 KK1361
 KK1361.The orthometric height was determined by differential leveling
 KK1361.and adjusted by the National Geodetic Survey in June 1991..
 KK1361
 KK1361.The geoid height was determined by GEOID03.
 KK1361
 KK1361.The dynamic height is computed by dividing the NAVD 88
 KK1361.geopotential number by the normal gravity value computed on the
 KK1361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1361.degrees latitude (g = 980.6199 gals.).
 KK1361
 KK1361.The modeled gravity was interpolated from observed gravity values.
 KK1361
 KK1361;                    North         East    Units  Estimated Accuracy
 KK1361;SPC CO C     -   528,560.      937,270.      MT  (+/- 180 meters Scaled)
 KK1361
 KK1361                          SUPERSEDED SURVEY CONTROL
 KK1361
 KK1361  NGVD 29 (??/??/??) 1807.101  (m)         5928.80   (f) ADJUSTED    1 2
 KK1361
 KK1361.Superseded values are not recommended for survey control.
 KK1361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1361.See file dsdata.txt to determine how the superseded data were derived.
 KK1361
 KK1361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE800109(NAD 83)
 KK1361_MARKER: I = METAL ROD
 KK1361_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1361_SP_SET: STAINLESS STEEL ROD
 KK1361_STAMPING: J 408 1984
 KK1361_MARK LOGO: NGS   
 KK1361_PROJECTION: FLUSH
 KK1361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1361_ROD/PIPE-DEPTH: 8.5  meters
 KK1361
 KK1361  HISTORY     - Date     Condition        Report By
 KK1361  HISTORY     - 1984     MONUMENTED       NGS
 KK1361
 KK1361                          STATION DESCRIPTION
 KK1361
 KK1361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1361'10.8 KM (6.7 MI) NORTH FROM GOLDEN.
 KK1361'10.8 KM (6.7 MI) NORTHERLY ALONG STATE HIGHWAY 93 FROM ITS JUNCTION
 KK1361'WITH STATE HIGHWAY 58 IN GOLDEN, 0.6 KM (0.35 MI) NORTH OF THE
 KK1361'INTERSECTION OF LEYDEN ROAD LEADING EAST, 16.2 METERS (53.1 FT) WEST
 KK1361'OF THE CENTERLINE OF THE HIGHWAY, AND 3.2 METERS (10.5 FT) NORTH OF
 KK1361'THE CENTER OF A FIELD ENTRANCE.  NOTE--ACCESS TO THE DATUM POINT IS
 KK1361'THROUGH A 5-INCH LOGO CAP.
 KK1361'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 KK1361'THE MARK IS 1.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1056 ***********************************************************************
 LL1056  DESIGNATION -  J 409
 LL1056  PID         -  LL1056
 LL1056  STATE/COUNTY-  CO/LARIMER
 LL1056  USGS QUAD   -  BERTHOUD (1984)
 LL1056
 LL1056                         *CURRENT SURVEY CONTROL
 LL1056  ___________________________________________________________________
 LL1056* NAD 83(1986)-  40 20 25.     (N)    105 04 28.     (W)     SCALED    
 LL1056* NAVD 88     -      1557.094  (meters)    5108.57   (feet)  ADJUSTED  
 LL1056  ___________________________________________________________________
 LL1056  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 LL1056  DYNAMIC HT  -        1555.725 (meters)    5104.07  (feet)  COMP
 LL1056  MODELED GRAV-     979,691.6   (mgal)                       NAVD 88
 LL1056
 LL1056  VERT ORDER  -  FIRST     CLASS II
 LL1056
 LL1056.The horizontal coordinates were scaled from a topographic map and have
 LL1056.an estimated accuracy of +/- 6 seconds.
 LL1056
 LL1056.The orthometric height was determined by differential leveling
 LL1056.and adjusted by the National Geodetic Survey in June 1991..
 LL1056
 LL1056.The geoid height was determined by GEOID03.
 LL1056
 LL1056.The dynamic height is computed by dividing the NAVD 88
 LL1056.geopotential number by the normal gravity value computed on the
 LL1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1056.degrees latitude (g = 980.6199 gals.).
 LL1056
 LL1056.The modeled gravity was interpolated from observed gravity values.
 LL1056
 LL1056;                    North         East    Units  Estimated Accuracy
 LL1056;SPC CO N     -   416,690.      950,560.      MT  (+/- 180 meters Scaled)
 LL1056
 LL1056                          SUPERSEDED SURVEY CONTROL
 LL1056
 LL1056  NGVD 29 (??/??/??) 1556.211  (m)         5105.67   (f) ADJUSTED    1 2
 LL1056
 LL1056.Superseded values are not recommended for survey control.
 LL1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1056.See file dsdata.txt to determine how the superseded data were derived.
 LL1056
 LL1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE936655(NAD 83)
 LL1056_MARKER: I = METAL ROD
 LL1056_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1056_SP_SET: STAINLESS STEEL ROD
 LL1056_STAMPING: J 409 1984
 LL1056_MARK LOGO: NGS   
 LL1056_PROJECTION: FLUSH
 LL1056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1056+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2005
 LL1056_ROD/PIPE-DEPTH: 7.3  meters
 LL1056
 LL1056  HISTORY     - Date     Condition        Report By
 LL1056  HISTORY     - 1984     MONUMENTED       NGS
 LL1056  HISTORY     - 20050811 GOOD             USPSQD
 LL1056
 LL1056                          STATION DESCRIPTION
 LL1056
 LL1056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1056'7.5 KM (4.65 MI) SOUTH FROM LOVELAND.
 LL1056'7.5 KM (4.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 LL1056'WITH U.S. HIGHWAY 34 IN LOVELAND, 9.5 METERS (31.2 FT) WEST OF THE
 LL1056'CENTERLINE OF THE HIGHWAY, 7.3 METERS (24.0 FT) SOUTH OF THE CENTER OF
 LL1056'A PRIVATE DRIVE, AND 1.2 METERS (3.9 FT) SOUTH OF UTILITY POLE NUMBER
 LL1056'REA CO-OP AD 199.5 AT A UTILITY LINE CROSSING.  NOTE--ACCESS TO THE
 LL1056'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LL1056'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 LL1056'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 LL1056
 LL1056                          STATION RECOVERY (2005)
 LL1056
 LL1056'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 LL1056'FOUND AS DESCRIBED. ORANGE WITNESS POST IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1061 ***********************************************************************
 LL1061  DESIGNATION -  J 410
 LL1061  PID         -  LL1061
 LL1061  STATE/COUNTY-  CO/LARIMER
 LL1061  USGS QUAD   -  BERTHOUD (1984)
 LL1061
 LL1061                         *CURRENT SURVEY CONTROL
 LL1061  ___________________________________________________________________
 LL1061* NAD 83(1986)-  40 18 18.     (N)    105 05 37.     (W)     SCALED    
 LL1061* NAVD 88     -      1540.263  (meters)    5053.35   (feet)  ADJUSTED  
 LL1061  ___________________________________________________________________
 LL1061  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 LL1061  DYNAMIC HT  -        1538.891 (meters)    5048.84  (feet)  COMP
 LL1061  MODELED GRAV-     979,681.3   (mgal)                       NAVD 88
 LL1061
 LL1061  VERT ORDER  -  FIRST     CLASS II
 LL1061
 LL1061.The horizontal coordinates were scaled from a topographic map and have
 LL1061.an estimated accuracy of +/- 6 seconds.
 LL1061
 LL1061.The orthometric height was determined by differential leveling
 LL1061.and adjusted by the National Geodetic Survey in June 1991..
 LL1061
 LL1061.The geoid height was determined by GEOID03.
 LL1061
 LL1061.The dynamic height is computed by dividing the NAVD 88
 LL1061.geopotential number by the normal gravity value computed on the
 LL1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1061.degrees latitude (g = 980.6199 gals.).
 LL1061
 LL1061.The modeled gravity was interpolated from observed gravity values.
 LL1061
 LL1061;                    North         East    Units  Estimated Accuracy
 LL1061;SPC CO N     -   412,770.      948,950.      MT  (+/- 180 meters Scaled)
 LL1061
 LL1061                          SUPERSEDED SURVEY CONTROL
 LL1061
 LL1061  NGVD 29 (??/??/??) 1539.367  (m)         5050.41   (f) ADJUSTED    1 2
 LL1061
 LL1061.Superseded values are not recommended for survey control.
 LL1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1061.See file dsdata.txt to determine how the superseded data were derived.
 LL1061
 LL1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE920616(NAD 83)
 LL1061_MARKER: I = METAL ROD
 LL1061_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1061_SP_SET: STAINLESS STEEL ROD
 LL1061_STAMPING: J 410 1984
 LL1061_MARK LOGO: NGS   
 LL1061_PROJECTION: FLUSH
 LL1061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1061+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2005
 LL1061_ROD/PIPE-DEPTH: 14.1 meters
 LL1061
 LL1061  HISTORY     - Date     Condition        Report By
 LL1061  HISTORY     - 1984     MONUMENTED       NGS
 LL1061  HISTORY     - 20040224 GOOD             USPSQD
 LL1061  HISTORY     - 20050811 GOOD             USPSQD
 LL1061
 LL1061                          STATION DESCRIPTION
 LL1061
 LL1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1061'12.1 KM (7.5 MI) NORTH FROM LONGMONT.
 LL1061'12.1 KM (7.5 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 LL1061'WITH STATE HIGHWAY 66 IN LONGMONT, OR 13.0 KM (8.05 MI) SOUTHERLY
 LL1061'ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION WITH U.S. HIGHWAY 34 IN
 LL1061'LOVELAND, 14.7 METERS (48.2 FT) EAST-SOUTHEAST OF A UTILITY POLE WITH
 LL1061'A GUY WIRE, 13.1 METERS (43.0 FT) SOUTH OF THE CENTERLINE OF THE
 LL1061'HIGHWAY, 7.8 METERS (25.6 FT) WEST OF THE CENTER OF COUNTY ROAD 17
 LL1061'NORTH, AND 0.6 METER (2.0 FT) SOUTH OF A UTILITY POLE.  NOTE--ACCESS
 LL1061'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LL1061'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 LL1061'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 LL1061
 LL1061                          STATION RECOVERY (2004)
 LL1061
 LL1061'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL1061'RECOVERED IN GOOD CONDITION.
 LL1061
 LL1061                          STATION RECOVERY (2005)
 LL1061
 LL1061'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 LL1061'FOUND AS DESCRIBED. ORANGE WITNESS POST IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1401 ***********************************************************************
 KK1401  DESIGNATION -  J 411
 KK1401  PID         -  KK1401
 KK1401  STATE/COUNTY-  CO/ADAMS
 KK1401  USGS QUAD   -  EASTLAKE (1994)
 KK1401
 KK1401                         *CURRENT SURVEY CONTROL
 KK1401  ___________________________________________________________________
 KK1401* NAD 83(1986)-  39 53 09.     (N)    104 55 38.     (W)     SCALED    
 KK1401* NAVD 88     -      1554.017  (meters)    5098.47   (feet)  ADJUSTED  
 KK1401  ___________________________________________________________________
 KK1401  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 KK1401  DYNAMIC HT  -        1552.574 (meters)    5093.74  (feet)  COMP
 KK1401  MODELED GRAV-     979,643.4   (mgal)                       NAVD 88
 KK1401
 KK1401  VERT ORDER  -  FIRST     CLASS II
 KK1401
 KK1401.The horizontal coordinates were scaled from a topographic map and have
 KK1401.an estimated accuracy of +/- 6 seconds.
 KK1401
 KK1401.The orthometric height was determined by differential leveling
 KK1401.and adjusted by the National Geodetic Survey in June 1991..
 KK1401
 KK1401.The geoid height was determined by GEOID03.
 KK1401
 KK1401.The dynamic height is computed by dividing the NAVD 88
 KK1401.geopotential number by the normal gravity value computed on the
 KK1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1401.degrees latitude (g = 980.6199 gals.).
 KK1401
 KK1401.The modeled gravity was interpolated from observed gravity values.
 KK1401
 KK1401;                    North         East    Units  Estimated Accuracy
 KK1401;SPC CO N     -   366,300.      963,390.      MT  (+/- 180 meters Scaled)
 KK1401
 KK1401                          SUPERSEDED SURVEY CONTROL
 KK1401
 KK1401  NGVD 29 (??/??/??) 1553.127  (m)         5095.55   (f) ADJUSTED    1 2
 KK1401
 KK1401.Superseded values are not recommended for survey control.
 KK1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1401.See file dsdata.txt to determine how the superseded data were derived.
 KK1401
 KK1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE062150(NAD 83)
 KK1401_MARKER: I = METAL ROD
 KK1401_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1401_SP_SET: STAINLESS STEEL ROD
 KK1401_STAMPING: J 411 1984
 KK1401_MARK LOGO: NGS   
 KK1401_PROJECTION: FLUSH
 KK1401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1401_ROD/PIPE-DEPTH: 9.1  meters
 KK1401
 KK1401  HISTORY     - Date     Condition        Report By
 KK1401  HISTORY     - 1984     MONUMENTED       NGS
 KK1401
 KK1401                          STATION DESCRIPTION
 KK1401
 KK1401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1401'IN THORNTON.
 KK1401'IN THORNTON, AT THE INTERSECTION OF EAST 104TH AVENUE AND ROVERDALE
 KK1401'ROAD, 142.4 METERS (467.2 FT) NORTH OF THE CENTERLINE OF THE AVENUE,
 KK1401'36.9 METERS (121.1 FT) EAST OF THE CENTER OF THE ROAD, AND 0.3 METER
 KK1401'(1.0 FT) EAST OF THE SOUTHEAST CORNER OF A CHAIN LINK FENCE AROUND A
 KK1401'WATER PUMPING STATION.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 KK1401'5-INCH LOGO CAP.
 KK1401'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 KK1401'THE MARK IS 1.0 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2108 ***********************************************************************
 KK2108  DESIGNATION -  J 412 RESET
 KK2108  PID         -  KK2108
 KK2108  STATE/COUNTY-  CO/JEFFERSON
 KK2108  USGS QUAD   -  ARVADA (1994)
 KK2108
 KK2108                         *CURRENT SURVEY CONTROL
 KK2108  ___________________________________________________________________
 KK2108* NAD 83(1986)-  39 46 07.     (N)    105 04 52.     (W)     SCALED    
 KK2108* NAVD 88     -      1660.64   (meters)    5448.3    (feet)  RESET     
 KK2108  ___________________________________________________________________
 KK2108  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 KK2108
 KK2108  VERT ORDER  -  THIRD
 KK2108
 KK2108.The horizontal coordinates were scaled from a topographic map and have
 KK2108.an estimated accuracy of +/- 6 seconds.
 KK2108
 KK2108.The orthometric height was computed from unverified reset data.
 KK2108.No vertical observational check was made to the station.
 KK2108
 KK2108.The geoid height was determined by GEOID03.
 KK2108
 KK2108;                    North         East    Units  Estimated Accuracy
 KK2108;SPC CO C     -   519,720.      950,290.      MT  (+/- 180 meters Scaled)
 KK2108
 KK2108                          SUPERSEDED SURVEY CONTROL
 KK2108
 KK2108  NGVD 29 (03/28/06) 1659.72   (m)         5445.3    (f) RESET       3  
 KK2108
 KK2108.Superseded values are not recommended for survey control.
 KK2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2108.See file dsdata.txt to determine how the superseded data were derived.
 KK2108
 KK2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE930020(NAD 83)
 KK2108_MARKER: I = METAL ROD
 KK2108_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK2108_SP_SET: STAINLESS STEEL ROD
 KK2108_STAMPING: J 412 RESET 1988
 KK2108_MARK LOGO: NGS   
 KK2108_PROJECTION: FLUSH
 KK2108_MAGNETIC: I = MARKER IS A STEEL ROD
 KK2108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK2108_ROD/PIPE-DEPTH: 10.0 meters
 KK2108
 KK2108  HISTORY     - Date     Condition        Report By
 KK2108  HISTORY     - 1988     MONUMENTED       NGS
 KK2108
 KK2108                          STATION DESCRIPTION
 KK2108
 KK2108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KK2108'IN WHEAT RIDGE, IN THE SOUTHEAST CORNER OF THE INTERSECTION OF
 KK2108'WADSWORTH BOULEVARD AND WEST 38TH AVENUE, IN FRONT OF THE WHEAT RIDGE
 KK2108'UNITED METHODIST CHURCH, 92.7 M (304.13 FT) EAST OF THE CENTERLINE OF
 KK2108'THE NORTH BOUND LANES OF WADSWORTH BOULEVARD, 53.1 M (174.21 FT) WEST
 KK2108'OF THE CENTER LINE OF VANCE STREET, 23.2 M (76.12 FT) SOUTH OF THE
 KK2108'CENTER LINE OF 38TH AVENUE, 14.8 M (48.56 FT) WEST-NORTHWEST OF THE
 KK2108'NORTHEAST CORNER OF THE CHURCH AND 0.35 M (1.15 FT) WEST OF THE WEST
 KK2108'END OF THE CHURCH SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1419 ***********************************************************************
 KK1419  DESIGNATION -  J 413
 KK1419  PID         -  KK1419
 KK1419  STATE/COUNTY-  CO/BOULDER
 KK1419  USGS QUAD   -  LAFAYETTE (1994)
 KK1419
 KK1419                         *CURRENT SURVEY CONTROL
 KK1419  ___________________________________________________________________
 KK1419* NAD 83(1986)-  39 56 36.     (N)    105 03 41.     (W)     SCALED    
 KK1419* NAVD 88     -      1649.672  (meters)    5412.30   (feet)  ADJUSTED  
 KK1419  ___________________________________________________________________
 KK1419  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 KK1419  DYNAMIC HT  -        1648.099 (meters)    5407.14  (feet)  COMP
 KK1419  MODELED GRAV-     979,615.0   (mgal)                       NAVD 88
 KK1419
 KK1419  VERT ORDER  -  FIRST     CLASS II
 KK1419
 KK1419.The horizontal coordinates were scaled from a topographic map and have
 KK1419.an estimated accuracy of +/- 6 seconds.
 KK1419
 KK1419.The orthometric height was determined by differential leveling
 KK1419.and adjusted by the National Geodetic Survey in June 1991..
 KK1419
 KK1419.The geoid height was determined by GEOID03.
 KK1419
 KK1419.The dynamic height is computed by dividing the NAVD 88
 KK1419.geopotential number by the normal gravity value computed on the
 KK1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1419.degrees latitude (g = 980.6199 gals.).
 KK1419
 KK1419.The modeled gravity was interpolated from observed gravity values.
 KK1419
 KK1419;                    North         East    Units  Estimated Accuracy
 KK1419;SPC CO N     -   372,620.      951,890.      MT  (+/- 180 meters Scaled)
 KK1419
 KK1419                          SUPERSEDED SURVEY CONTROL
 KK1419
 KK1419  NGVD 29 (??/??/??) 1648.742  (m)         5409.25   (f) ADJUSTED    1 2
 KK1419
 KK1419.Superseded values are not recommended for survey control.
 KK1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1419.See file dsdata.txt to determine how the superseded data were derived.
 KK1419
 KK1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE947214(NAD 83)
 KK1419_MARKER: I = METAL ROD
 KK1419_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1419_SP_SET: STAINLESS STEEL ROD
 KK1419_STAMPING: J 413 1984
 KK1419_MARK LOGO: NGS   
 KK1419_PROJECTION: FLUSH
 KK1419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1419_ROD/PIPE-DEPTH: 4.3  meters
 KK1419
 KK1419  HISTORY     - Date     Condition        Report By
 KK1419  HISTORY     - 1984     MONUMENTED       NGS
 KK1419  HISTORY     - 20031018 MARK NOT FOUND   USPSQD
 KK1419
 KK1419                          STATION DESCRIPTION
 KK1419
 KK1419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1419'IN BROOMFIELD.
 KK1419'IN BROOMFIELD, AT THE INTERSECTION OF WEST 136TH AVENUE AND ASPEN
 KK1419'STREET, 46.0 METERS (150.9 FT) EAST OF THE CENTER OF THE STREET,
 KK1419'16.9 METERS (55.4 FT) WEST OF THE NORTHWEST CORNER OF A 16-FOOT METAL
 KK1419'CULVERT, 9.8 METERS (32.2 FT) SOUTH OF THE CENTERLINE OF THE AVENUE,
 KK1419'5.0 METERS (16.4 FT) NORTH OF THE NORTHEAST CORNER OF A WOOD FENCE,
 KK1419'AND 1.0 METER (3.3 FT) WEST OF A UTILITY POLE AND WITNESS POST.
 KK1419'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1419'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 KK1419
 KK1419                          STATION RECOVERY (2003)
 KK1419
 KK1419'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 KK1419'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1155 ***********************************************************************
 LL1155  DESIGNATION -  J 414
 LL1155  PID         -  LL1155
 LL1155  STATE/COUNTY-  CO/WELD
 LL1155  USGS QUAD   -  HARDIN (1978)
 LL1155
 LL1155                         *CURRENT SURVEY CONTROL
 LL1155  ___________________________________________________________________
 LL1155* NAD 83(1992)-  40 21 07.98695(N)    104 28 09.50235(W)     ADJUSTED  
 LL1155* NAVD 88     -      1397.040  (meters)    4583.46   (feet)  ADJUSTED  
 LL1155  ___________________________________________________________________
 LL1155  X           -  -1,216,456.563 (meters)                     COMP
 LL1155  Y           -  -4,714,105.116 (meters)                     COMP
 LL1155  Z           -   4,108,760.275 (meters)                     COMP
 LL1155  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 LL1155  ELLIP HEIGHT-        1378.30  (meters)          (12/03/02) GPS OBS
 LL1155  GEOID HEIGHT-         -18.74  (meters)                     GEOID03
 LL1155  DYNAMIC HT  -        1395.860 (meters)    4579.58  (feet)  COMP
 LL1155  MODELED GRAV-     979,732.9   (mgal)                       NAVD 88
 LL1155
 LL1155  HORZ ORDER  -  FIRST
 LL1155  VERT ORDER  -  FIRST     CLASS II
 LL1155  ELLP ORDER  -  FOURTH    CLASS II
 LL1155
 LL1155.The horizontal coordinates were established by GPS observations
 LL1155.and adjusted by the National Geodetic Survey in February 1998..
 LL1155
 LL1155.The orthometric height was determined by differential leveling
 LL1155.and adjusted by the National Geodetic Survey in June 1991..
 LL1155
 LL1155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1155
 LL1155.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1155
 LL1155.The ellipsoidal height was determined by GPS observations
 LL1155.and is referenced to NAD 83.
 LL1155
 LL1155.The geoid height was determined by GEOID03.
 LL1155
 LL1155.The dynamic height is computed by dividing the NAVD 88
 LL1155.geopotential number by the normal gravity value computed on the
 LL1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1155.degrees latitude (g = 980.6199 gals.).
 LL1155
 LL1155.The modeled gravity was interpolated from observed gravity values.
 LL1155
 LL1155;                    North         East     Units Scale Factor Converg.
 LL1155;SPC CO N     -   418,437.380 1,001,957.251   MT  0.99995841   +0 39 57.5
 LL1155;SPC CO N     - 1,372,823.30  3,287,254.75   sFT  0.99995841   +0 39 57.5
 LL1155;UTM  13      - 4,466,986.369   545,066.362   MT  0.99962500   +0 20 37.0
 LL1155
 LL1155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1155!SPC CO N     -   0.99978383  x   0.99995841  =   0.99974225
 LL1155!UTM  13      -   0.99978383  x   0.99962500  =   0.99940891
 LL1155
 LL1155                          SUPERSEDED SURVEY CONTROL
 LL1155
 LL1155  ELLIP H (02/12/98) 1378.35   (m)                       GP(       ) 3 2
 LL1155  NAVD 88 (02/12/98) 1397.04   (m)         4583.5    (f) LEVELING    3  
 LL1155
 LL1155.Superseded values are not recommended for survey control.
 LL1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1155.See file dsdata.txt to determine how the superseded data were derived.
 LL1155
 LL1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE4506666986(NAD 83)
 LL1155_MARKER: I = METAL ROD
 LL1155_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1155_SP_SET: STAINLESS STEEL ROD
 LL1155_STAMPING: J 414 1984
 LL1155_MARK LOGO: NGS   
 LL1155_PROJECTION: FLUSH
 LL1155_MAGNETIC: I = MARKER IS A STEEL ROD
 LL1155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1155+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1996
 LL1155_ROD/PIPE-DEPTH: 11.0 meters
 LL1155
 LL1155  HISTORY     - Date     Condition        Report By
 LL1155  HISTORY     - 1984     MONUMENTED       NGS
 LL1155  HISTORY     - 19960124 GOOD             MSAM
 LL1155
 LL1155                          STATION DESCRIPTION
 LL1155
 LL1155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1155'19.9 KM (12.35 MI) EAST FROM GREELEY.
 LL1155'19.9 KM (12.35 MI) EASTERLY ALONG U.S. HIGHWAY 34 FROM ITS JUNCTION
 LL1155'WITH U.S. HIGHWAY 85 IN GREELEY, 15.7 M (51.5 FT) NORTHEAST OF THE
 LL1155'CENTERLINE OF THE HIGHWAY, 12.0 M (39.4 FT) SOUTHEAST OF THE CENTER
 LL1155'OF COUNTY ROAD 63, AND 1.1 M (3.6 FT) SOUTHEAST OF A UTILITY POLE
 LL1155'WITN A GUY WIRE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 LL1155'LOGO CAP.
 LL1155'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 LL1155'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 LL1155
 LL1155                          STATION RECOVERY (1996)
 LL1155
 LL1155'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1996 (JS)
 LL1155'THE STATION IS LOCATED ABOUT 12.35 MI (19.87 KM) EAST OF GREELEY, IN
 LL1155'THE SOUTHWEST 1/4 OF SECTION 32, T 5 N, R 63 W, AT U.  S.  HIGHWAY 34
 LL1155'MILEPOST EASTBOUND 125.55 OR WESTBOUND 125.3.  OWNERSHIP--COLORADO
 LL1155'DEPT.  OF TRANSPORTATION RIGHT-OF-WAY TO REACH THE STATION FROM THE
 LL1155'INTERSECTION OF U.  S.  HIGHWAY 34 AND U.  S.  HIGHWAY 85 IN GREELEY,
 LL1155'GO EASTERLY ON U.  S.  HIGHWAY 34 FOR 12.35 MI (19.87 KM) TO THE
 LL1155'STATION ON THE LEFT THE MARK IS A PUNCH HOLE, TOP CENTER ON A
 LL1155'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCLOSED IN A 5-INCH PVC PIPE
 LL1155'WITH LOGO LID, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.
 LL1155'IT IS 15.7 M (51.5 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 LL1155'12.0 M (39.4 FT) SOUTHEAST OF THE CENTER OF COUNTY ROAD 63, 1.1 M (3.6
 LL1155'FT) SOUTHEAST OF A UTILITY POLE WITH A GUY WIRE, 0.3 M (1.0 FT) WEST
 LL1155'OF A WITNESS POST AND ABOUT 0.9 M (3.0 FT) BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0407 ***********************************************************************
 LN0407  DESIGNATION -  J 415
 LN0407  PID         -  LN0407
 LN0407  STATE/COUNTY-  CO/RIO BLANCO
 LN0407  USGS QUAD   -  BANTY POINT (1962)
 LN0407
 LN0407                         *CURRENT SURVEY CONTROL
 LN0407  ___________________________________________________________________
 LN0407* NAD 83(1986)-  40 06 37.     (N)    108 53 02.     (W)     SCALED    
 LN0407* NAVD 88     -      1614.236  (meters)    5296.04   (feet)  ADJUSTED  
 LN0407  ___________________________________________________________________
 LN0407  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 LN0407  DYNAMIC HT  -        1612.778 (meters)    5291.26  (feet)  COMP
 LN0407  MODELED GRAV-     979,665.7   (mgal)                       NAVD 88
 LN0407
 LN0407  VERT ORDER  -  FIRST     CLASS II
 LN0407
 LN0407.The horizontal coordinates were scaled from a topographic map and have
 LN0407.an estimated accuracy of +/- 6 seconds.
 LN0407
 LN0407.The orthometric height was determined by differential leveling
 LN0407.and adjusted by the National Geodetic Survey in June 1991..
 LN0407
 LN0407.The geoid height was determined by GEOID03.
 LN0407
 LN0407.The dynamic height is computed by dividing the NAVD 88
 LN0407.geopotential number by the normal gravity value computed on the
 LN0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0407.degrees latitude (g = 980.6199 gals.).
 LN0407
 LN0407.The modeled gravity was interpolated from observed gravity values.
 LN0407
 LN0407;                    North         East    Units  Estimated Accuracy
 LN0407;SPC CO N     -   396,570.      625,990.      MT  (+/- 180 meters Scaled)
 LN0407
 LN0407                          SUPERSEDED SURVEY CONTROL
 LN0407
 LN0407.No superseded survey control is available for this station.
 LN0407
 LN0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK803421(NAD 83)
 LN0407_MARKER: I = METAL ROD
 LN0407_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LN0407+WITH SETTING: INFORMATION.
 LN0407_SP_SET: SHALLOW-SET METAL ROD
 LN0407_STAMPING: J 415 1984
 LN0407_MARK LOGO: NGS   
 LN0407_PROJECTION: FLUSH
 LN0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0407_ROD/PIPE-DEPTH: 2.1  meters
 LN0407
 LN0407  HISTORY     - Date     Condition        Report By
 LN0407  HISTORY     - 1984     MONUMENTED       NGS
 LN0407
 LN0407                          STATION DESCRIPTION
 LN0407
 LN0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0407'8.0 KM (5.0 MI) NW FROM RANGELY.
 LN0407'8.0 KM (5.0 MI) NORTHWESTERLY ALONG STATE HIGHWAY 64 FROM THE POST
 LN0407'OFFICE IN RANGELY, 0.4 KM (0.25 MI) NORTHWEST OF A PAVED ROAD LEADING
 LN0407'NORTH, 44.0 M (144.4 FT) WEST OF THE CENTER OF A DIRT ROAD, 20.6 M
 LN0407'(67.6 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.8 M (2.6 FT)
 LN0407'NORTH OF A UTILITY POLE WITH LINES CROSSING THE HIGHWAY.  NOTE--ACCESS
 LN0407'HAD THROUGH A 5-INCH LOGO CAP.
 LN0407'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LN0407'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0221 ***********************************************************************
 KM0221  DESIGNATION -  J 416
 KM0221  PID         -  KM0221
 KM0221  STATE/COUNTY-  CO/MESA
 KM0221  USGS QUAD   -  GRAND JUNCTION (1973)
 KM0221
 KM0221                         *CURRENT SURVEY CONTROL
 KM0221  ___________________________________________________________________
 KM0221* NAD 83(1986)-  39 04 16.     (N)    108 34 16.     (W)     SCALED    
 KM0221* NAVD 88     -      1396.348  (meters)    4581.19   (feet)  ADJUSTED  
 KM0221  ___________________________________________________________________
 KM0221  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 KM0221  DYNAMIC HT  -        1395.011 (meters)    4576.80  (feet)  COMP
 KM0221  MODELED GRAV-     979,621.9   (mgal)                       NAVD 88
 KM0221
 KM0221  VERT ORDER  -  FIRST     CLASS II
 KM0221
 KM0221.The horizontal coordinates were scaled from a topographic map and have
 KM0221.an estimated accuracy of +/- 6 seconds.
 KM0221
 KM0221.The orthometric height was determined by differential leveling
 KM0221.and adjusted by the National Geodetic Survey in June 1991..
 KM0221
 KM0221.The geoid height was determined by GEOID03.
 KM0221
 KM0221.The dynamic height is computed by dividing the NAVD 88
 KM0221.geopotential number by the normal gravity value computed on the
 KM0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0221.degrees latitude (g = 980.6199 gals.).
 KM0221
 KM0221.The modeled gravity was interpolated from observed gravity values.
 KM0221
 KM0221;                    North         East    Units  Estimated Accuracy
 KM0221;SPC CO C     -   446,690.      648,700.      MT  (+/- 180 meters Scaled)
 KM0221
 KM0221                          SUPERSEDED SURVEY CONTROL
 KM0221
 KM0221.No superseded survey control is available for this station.
 KM0221
 KM0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ101274(NAD 83)
 KM0221_MARKER: I = METAL ROD
 KM0221_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KM0221_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KM0221_STAMPING: J 416 1984
 KM0221_MARK LOGO: NGS   
 KM0221_PROJECTION: FLUSH
 KM0221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0221+STABILITY: POSITION/ELEVATION WELL
 KM0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0221+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2003
 KM0221_ROD/PIPE-DEPTH: 14.0 meters
 KM0221_SLEEVE-DEPTH  : 13.1 meters
 KM0221
 KM0221  HISTORY     - Date     Condition        Report By
 KM0221  HISTORY     - 1984     MONUMENTED       NGS
 KM0221  HISTORY     - 20030209 GOOD             INDIV
 KM0221
 KM0221                          STATION DESCRIPTION
 KM0221
 KM0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0221'IN GRAND JUNCTION.
 KM0221'IN GRAND JUNCTION, AT THE INTERSECTION OF NORTH FIRST STREET AND
 KM0221'OURAY AVENUE, AT THE NORTH END OF A SMALL PARK, 10.9 M (35.8 FT) WEST
 KM0221'OF THE CENTER OF THE STREET, 8.3 M (27.2 FT) SOUTH OF THE EXTENDED
 KM0221'CENTER OF THE AVENUE, AND 2.7 M (8.9 FT) SOUTHWEST OF THE SOUTHWEST
 KM0221'CORNER OF THE BASE OF STREET LIGHT POLE NUMBER 56-05.  NOTE--ACCESS
 KM0221'TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KM0221'THE MARK IS 0.2 M ABOVE THE AVENUE.
 KM0221
 KM0221                          STATION RECOVERY (2003)
 KM0221
 KM0221'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (PJM)
 KM0221'FOUND BENCHMARK AT COORDINATES N39 4.281  W108 34.258  WGS 84 DATUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0910 ***********************************************************************
 JK0910  DESIGNATION -  J 417
 JK0910  PID         -  JK0910
 JK0910  STATE/COUNTY-  CO/CHAFFEE
 JK0910  USGS QUAD   -  SALIDA EAST (1983)
 JK0910
 JK0910                         *CURRENT SURVEY CONTROL
 JK0910  ___________________________________________________________________
 JK0910* NAD 83(1986)-  38 31 25.     (N)    105 58 40.     (W)     SCALED    
 JK0910* NAVD 88     -      2135.267  (meters)    7005.46   (feet)  ADJUSTED  
 JK0910  ___________________________________________________________________
 JK0910  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 JK0910  DYNAMIC HT  -        2132.663 (meters)    6996.91  (feet)  COMP
 JK0910  MODELED GRAV-     979,333.2   (mgal)                       NAVD 88
 JK0910
 JK0910  VERT ORDER  -  FIRST     CLASS II
 JK0910
 JK0910.The horizontal coordinates were scaled from a topographic map and have
 JK0910.an estimated accuracy of +/- 6 seconds.
 JK0910
 JK0910.The orthometric height was determined by differential leveling
 JK0910.and adjusted by the National Geodetic Survey in June 1991..
 JK0910
 JK0910.The geoid height was determined by GEOID03.
 JK0910
 JK0910.The dynamic height is computed by dividing the NAVD 88
 JK0910.geopotential number by the normal gravity value computed on the
 JK0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0910.degrees latitude (g = 980.6199 gals.).
 JK0910
 JK0910.The modeled gravity was interpolated from observed gravity values.
 JK0910
 JK0910;                    North         East    Units  Estimated Accuracy
 JK0910;SPC CO C     -   381,540.      872,740.      MT  (+/- 180 meters Scaled)
 JK0910
 JK0910                          SUPERSEDED SURVEY CONTROL
 JK0910
 JK0910.No superseded survey control is available for this station.
 JK0910
 JK0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC147643(NAD 83)
 JK0910_MARKER: I = METAL ROD
 JK0910_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK0910_SP_SET: STAINLESS STEEL ROD
 JK0910_STAMPING: J 417 1984
 JK0910_MARK LOGO: NGS   
 JK0910_PROJECTION: FLUSH
 JK0910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0910_ROD/PIPE-DEPTH: 3.4  meters
 JK0910
 JK0910  HISTORY     - Date     Condition        Report By
 JK0910  HISTORY     - 1984     MONUMENTED       NGS
 JK0910
 JK0910                          STATION DESCRIPTION
 JK0910
 JK0910'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0910'11.6 KM (7.2 MI) EAST FROM PONCHA SPRINGS.
 JK0910'9.9 KM (6.15 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS SOUTH
 JK0910'JUNCTION WITH U.S. HIGHWAY 285 IN PONCHA SPRINGS, THENCE 0.4 KM
 JK0910'(0.25 MI) NORTHERLY ALONG COUNTY ROAD 102, THENCE 1.3 KM (0.8 MI)
 JK0910'NORTHWESTERLY ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD, 0.2
 JK0910'KM (0.1 MI) SOUTHEAST OF RAILROAD MILEPOST 214, 68.7 M (225.4 FT)
 JK0910'NORTHWEST OF THE NORTHWEST CORNER OF RAILROAD BRIDGE NUMBER 213.83,
 JK0910'19.9 M (65.3 FT) SOUTHWEST OF A FENCE, 16.4 M (53.8 FT) SOUTHWEST OF
 JK0910'A UTILITY POLE WITH TWO GUY WIRES, 16.0 M (52.5 FT) NORTHEAST OF THE
 JK0910'NEAR RAIL, AND 1.4 M (4.6 FT) SOUTHEAST OF A UTILITY POLE.
 JK0910'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JK0910'THE MARK IS 0.1 METERS  SW FROM  A WITNESS POST
 JK0910'THE MARK IS 1.9 M BELOW THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0375 ***********************************************************************
 LK0375  DESIGNATION -  J 418
 LK0375  PID         -  LK0375
 LK0375  STATE/COUNTY-  CO/MORGAN
 LK0375  USGS QUAD   -  FORT MORGAN (1984)
 LK0375
 LK0375                         *CURRENT SURVEY CONTROL
 LK0375  ___________________________________________________________________
 LK0375* NAD 83(1986)-  40 15 46.     (N)    103 46 22.     (W)     SCALED    
 LK0375* NAVD 88     -      1297.240  (meters)    4256.03   (feet)  ADJUSTED  
 LK0375  ___________________________________________________________________
 LK0375  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 LK0375  DYNAMIC HT  -        1296.199 (meters)    4252.61  (feet)  COMP
 LK0375  MODELED GRAV-     979,777.9   (mgal)                       NAVD 88
 LK0375
 LK0375  VERT ORDER  -  FIRST     CLASS II
 LK0375
 LK0375.The horizontal coordinates were scaled from a topographic map and have
 LK0375.an estimated accuracy of +/- 6 seconds.
 LK0375
 LK0375.The orthometric height was determined by differential leveling
 LK0375.and adjusted by the National Geodetic Survey in June 1991..
 LK0375
 LK0375.The geoid height was determined by GEOID03.
 LK0375
 LK0375.The dynamic height is computed by dividing the NAVD 88
 LK0375.geopotential number by the normal gravity value computed on the
 LK0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0375.degrees latitude (g = 980.6199 gals.).
 LK0375
 LK0375.The modeled gravity was interpolated from observed gravity values.
 LK0375
 LK0375;                    North         East    Units  Estimated Accuracy
 LK0375;SPC CO N     -   409,430.    1,061,310.      MT  (+/- 180 meters Scaled)
 LK0375
 LK0375                          SUPERSEDED SURVEY CONTROL
 LK0375
 LK0375.No superseded survey control is available for this station.
 LK0375
 LK0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE043576(NAD 83)
 LK0375_MARKER: I = METAL ROD
 LK0375_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0375_SP_SET: STAINLESS STEEL ROD
 LK0375_STAMPING: J 418 1984
 LK0375_MARK LOGO: NGS   
 LK0375_PROJECTION: FLUSH
 LK0375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0375_ROD/PIPE-DEPTH: 22.0 meters
 LK0375
 LK0375  HISTORY     - Date     Condition        Report By
 LK0375  HISTORY     - 1984     MONUMENTED       NGS
 LK0375
 LK0375                          STATION DESCRIPTION
 LK0375
 LK0375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LK0375'2.5 KM (1.55 MI) EAST FROM FORT MORGAN.
 LK0375'2.5 KM (1.55 MI) EASTERLY ALONG INTERSTATE HIGHWAY 76 FROM ITS
 LK0375'JUNCTION WITH STATE HIGHWAY 52 IN FORT MORGAN, 30.5 M (100.1 FT)
 LK0375'NORTH OF THE CENTER OF AN OFF RAMP ROAD (EXIT 82), 18.3 M (60.0 FT)
 LK0375'SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 16.0
 LK0375'M (52.5 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A HIGHWAY BRIDGE,
 LK0375'6.3 M (20.7 FT) EAST OF THE CENTER OF A PAVED ROAD SOUTH LEADING TO
 LK0375'FORT MORGAN COLLEGE, AND 0.7 M (2.3 FT) EAST-SOUTHEAST OF A UTILITY
 LK0375'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LK0375'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LK0375'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0400 ***********************************************************************
 LK0400  DESIGNATION -  J 419
 LK0400  PID         -  LK0400
 LK0400  STATE/COUNTY-  CO/LOGAN
 LK0400  USGS QUAD   -  ATWOOD (1951)
 LK0400
 LK0400                         *CURRENT SURVEY CONTROL
 LK0400  ___________________________________________________________________
 LK0400* NAD 83(1986)-  40 31 09.     (N)    103 18 14.     (W)     SCALED    
 LK0400* NAVD 88     -      1221.526  (meters)    4007.62   (feet)  ADJUSTED  
 LK0400  ___________________________________________________________________
 LK0400  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 LK0400  DYNAMIC HT  -        1220.612 (meters)    4004.62  (feet)  COMP
 LK0400  MODELED GRAV-     979,833.9   (mgal)                       NAVD 88
 LK0400
 LK0400  VERT ORDER  -  FIRST     CLASS II
 LK0400
 LK0400.The horizontal coordinates were scaled from a topographic map and have
 LK0400.an estimated accuracy of +/- 6 seconds.
 LK0400
 LK0400.The orthometric height was determined by differential leveling
 LK0400.and adjusted by the National Geodetic Survey in June 1991..
 LK0400
 LK0400.The geoid height was determined by GEOID03.
 LK0400
 LK0400.The dynamic height is computed by dividing the NAVD 88
 LK0400.geopotential number by the normal gravity value computed on the
 LK0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0400.degrees latitude (g = 980.6199 gals.).
 LK0400
 LK0400.The modeled gravity was interpolated from observed gravity values.
 LK0400
 LK0400;                    North         East    Units  Estimated Accuracy
 LK0400;SPC CO N     -   438,770.    1,100,480.      MT  (+/- 180 meters Scaled)
 LK0400
 LK0400                          SUPERSEDED SURVEY CONTROL
 LK0400
 LK0400.No superseded survey control is available for this station.
 LK0400
 LK0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE436867(NAD 83)
 LK0400_MARKER: I = METAL ROD
 LK0400_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0400_SP_SET: STAINLESS STEEL ROD
 LK0400_STAMPING: J 419 1984
 LK0400_MARK LOGO: NGS   
 LK0400_PROJECTION: FLUSH
 LK0400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0400_ROD/PIPE-DEPTH: 22.0 meters
 LK0400
 LK0400  HISTORY     - Date     Condition        Report By
 LK0400  HISTORY     - 1984     MONUMENTED       NGS
 LK0400
 LK0400                          STATION DESCRIPTION
 LK0400
 LK0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LK0400'13.8 KM (8.6 MI) SW FROM STERLING.
 LK0400'13.8 KM (8.6 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 6 FROM ITS
 LK0400'JUNCTION WITH FRONT STREET IN STERLING, 36.7 M (120.4 FT) SOUTHEAST
 LK0400'OF THE CENTERLINE OF THE HIGHWAY, 22.0 M (72.2 FT) NORTHEAST OF THE
 LK0400'CENTER OF COUNTY ROAD 29.7, 13.3 M (43.6 FT) SOUTHEAST OF THE NEAR
 LK0400'RAIL OF THE UNION PACIFIC RAILROAD, 1.5 M (4.9 FT) NORTHEAST OF A
 LK0400'UTILITY POLE WITH A GUY WIRE, AND 1.0 M (3.3 FT) NORTHWEST OF A
 LK0400'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LK0400'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LK0400'THE MARK IS 0.6 M BELOW THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0100 ***********************************************************************
 HM0100  DESIGNATION -  J 42
 HM0100  PID         -  HM0100
 HM0100  STATE/COUNTY-  CO/MONTEZUMA
 HM0100  USGS QUAD   -  BATTLE ROCK (1979)
 HM0100
 HM0100                         *CURRENT SURVEY CONTROL
 HM0100  ___________________________________________________________________
 HM0100* NAD 83(1986)-  37 20 29.     (N)    108 48 46.     (W)     SCALED    
 HM0100* NAVD 88     -      1663.517  (meters)    5457.72   (feet)  POSTED    
 HM0100  ___________________________________________________________________
 HM0100  GEOID HEIGHT-         -19.89  (meters)                     GEOID03
 HM0100  DYNAMIC HT  -        1661.550 (meters)    5451.27  (feet)  COMP
 HM0100  MODELED GRAV-     979,389.3   (mgal)                       NAVD 88
 HM0100
 HM0100  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HM0100
 HM0100.The horizontal coordinates were scaled from a topographic map and have
 HM0100.an estimated accuracy of +/- 6 seconds.
 HM0100
 HM0100.The orthometric height was determined by differential leveling
 HM0100.and adjusted by the National Geodetic Survey in 1992..
 HM0100.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HM0100.rate of 0.0 thru 1.0 mm/km.
 HM0100
 HM0100.The geoid height was determined by GEOID03.
 HM0100
 HM0100.The dynamic height is computed by dividing the NAVD 88
 HM0100.geopotential number by the normal gravity value computed on the
 HM0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0100.degrees latitude (g = 980.6199 gals.).
 HM0100
 HM0100.The modeled gravity was interpolated from observed gravity values.
 HM0100
 HM0100;                    North         East    Units  Estimated Accuracy
 HM0100;SPC CO S     -   384,890.      620,920.      MT  (+/- 180 meters Scaled)
 HM0100
 HM0100                          SUPERSEDED SURVEY CONTROL
 HM0100
 HM0100  NGVD 29 (??/??/92) 1662.476  (m)         5454.31   (f) ADJ UNCH    1 2
 HM0100
 HM0100.Superseded values are not recommended for survey control.
 HM0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0100.See file dsdata.txt to determine how the superseded data were derived.
 HM0100
 HM0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG937349(NAD 83)
 HM0100_MARKER: DB = BENCH MARK DISK
 HM0100_SETTING: 80 = SET IN A BOULDER
 HM0100_SP_SET: BOULDER
 HM0100_STAMPING: J 42 1934
 HM0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0100+STABILITY: SURFACE MOTION
 HM0100
 HM0100  HISTORY     - Date     Condition        Report By
 HM0100  HISTORY     - 1934     MONUMENTED       CGS
 HM0100  HISTORY     - 1975     MARK NOT FOUND   USGS
 HM0100  HISTORY     - 1984     MARK NOT FOUND   NGS
 HM0100
 HM0100                          STATION DESCRIPTION
 HM0100
 HM0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0100'16.3 MI SW FROM CORTEZ.
 HM0100'16.3 MILES S.W. ALONG CORTEZ-BLUFF ROAD.  25 FT. N.W. OF CENTER LINE
 HM0100'OF CORTEZ-BLUFF ROAD 81 FT. S.E. OF S.E. CORNER OF ROCK HOUSE OWNED BY
 HM0100'J.D. LAMB.
 HM0100
 HM0100                          STATION RECOVERY (1975)
 HM0100
 HM0100'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HM0100'MARK NOT FOUND.
 HM0100
 HM0100                          STATION RECOVERY (1984)
 HM0100
 HM0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HM0100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0154 ***********************************************************************
 KM0154  DESIGNATION -  J 420
 KM0154  PID         -  KM0154
 KM0154  STATE/COUNTY-  CO/RIO BLANCO
 KM0154  USGS QUAD   -  WHITE COYOTE DRAW (1973)
 KM0154
 KM0154                         *CURRENT SURVEY CONTROL
 KM0154  ___________________________________________________________________
 KM0154* NAD 83(1986)-  39 51 43.     (N)    108 43 52.     (W)     SCALED    
 KM0154* NAVD 88     -      1805.687  (meters)    5924.16   (feet)  ADJUSTED  
 KM0154  ___________________________________________________________________
 KM0154  GEOID HEIGHT-         -16.18  (meters)                     GEOID03
 KM0154  DYNAMIC HT  -        1803.944 (meters)    5918.44  (feet)  COMP
 KM0154  MODELED GRAV-     979,596.5   (mgal)                       NAVD 88
 KM0154
 KM0154  VERT ORDER  -  FIRST     CLASS II
 KM0154
 KM0154.The horizontal coordinates were scaled from a topographic map and have
 KM0154.an estimated accuracy of +/- 6 seconds.
 KM0154
 KM0154.The orthometric height was determined by differential leveling
 KM0154.and adjusted by the National Geodetic Survey in June 1991..
 KM0154
 KM0154.The geoid height was determined by GEOID03.
 KM0154
 KM0154.The dynamic height is computed by dividing the NAVD 88
 KM0154.geopotential number by the normal gravity value computed on the
 KM0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0154.degrees latitude (g = 980.6199 gals.).
 KM0154
 KM0154.The modeled gravity was interpolated from observed gravity values.
 KM0154
 KM0154;                    North         East    Units  Estimated Accuracy
 KM0154;SPC CO N     -   368,530.      638,000.      MT  (+/- 180 meters Scaled)
 KM0154
 KM0154                          SUPERSEDED SURVEY CONTROL
 KM0154
 KM0154.No superseded survey control is available for this station.
 KM0154
 KM0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK940148(NAD 83)
 KM0154_MARKER: DB = BENCH MARK DISK
 KM0154_SETTING: 66 = SET IN ROCK OUTCROP
 KM0154_SP_SET: ROCK OUTCROP
 KM0154_STAMPING: J 420 1984
 KM0154_MARK LOGO: NGS   
 KM0154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0154
 KM0154  HISTORY     - Date     Condition        Report By
 KM0154  HISTORY     - 1984     MONUMENTED       NGS
 KM0154
 KM0154                          STATION DESCRIPTION
 KM0154
 KM0154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0154'28.5 KM (17.7 MI) SOUTH FROM RANGELY.
 KM0154'1.8 KM (1.1 MI) EAST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE IN
 KM0154'RANGELY, THENCE 26.7 KM (16.6 MI) SOUTHERLY ALONG STATE HIGHWAY 139,
 KM0154'IN A 17.0 BY 29.0 FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 0.6 KM
 KM0154'(0.35 MI) NORTH OF A DIRT ROAD LEADING SOUTHEAST TO EAST DOUGLAS
 KM0154'CREEK, 73.2 M (240.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 19.5 M
 KM0154'(64.0 FT) WEST OF THE CENTER OF A DIRT ROAD, AND 4.7 M (15.4 FT) SOUTH
 KM0154'OF THE NORTH END AND 0.3 M (1.0 FT) WEST OF THE EAST END OF THE
 KM0154'OUTCROP.
 KM0154'THE MARK IS 0.5 METERS  NNE FROM  A WITNESS POST
 KM0154'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0587 ***********************************************************************
 JL0587  DESIGNATION -  J 421
 JL0587  PID         -  JL0587
 JL0587  STATE/COUNTY-  CO/CHAFFEE
 JL0587  USGS QUAD   -  SALIDA WEST (1994)
 JL0587
 JL0587                         *CURRENT SURVEY CONTROL
 JL0587  ___________________________________________________________________
 JL0587* NAD 83(1986)-  38 31 23.     (N)    106 06 44.     (W)     SCALED    
 JL0587* NAVD 88     -      2348.852  (meters)    7706.19   (feet)  ADJUSTED  
 JL0587  ___________________________________________________________________
 JL0587  GEOID HEIGHT-         -14.52  (meters)                     GEOID03
 JL0587  DYNAMIC HT  -        2345.897 (meters)    7696.50  (feet)  COMP
 JL0587  MODELED GRAV-     979,286.5   (mgal)                       NAVD 88
 JL0587
 JL0587  VERT ORDER  -  FIRST     CLASS II
 JL0587
 JL0587.The horizontal coordinates were scaled from a topographic map and have
 JL0587.an estimated accuracy of +/- 6 seconds.
 JL0587
 JL0587.The orthometric height was determined by differential leveling
 JL0587.and adjusted by the National Geodetic Survey in June 1991..
 JL0587
 JL0587.The geoid height was determined by GEOID03.
 JL0587
 JL0587.The dynamic height is computed by dividing the NAVD 88
 JL0587.geopotential number by the normal gravity value computed on the
 JL0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0587.degrees latitude (g = 980.6199 gals.).
 JL0587
 JL0587.The modeled gravity was interpolated from observed gravity values.
 JL0587
 JL0587;                    North         East    Units  Estimated Accuracy
 JL0587;SPC CO C     -   381,550.      861,010.      MT  (+/- 180 meters Scaled)
 JL0587
 JL0587                          SUPERSEDED SURVEY CONTROL
 JL0587
 JL0587.No superseded survey control is available for this station.
 JL0587
 JL0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC030644(NAD 83)
 JL0587_MARKER: I = METAL ROD
 JL0587_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JL0587+WITH SETTING: INFORMATION.
 JL0587_SP_SET: SHALLOW-SET METAL ROD
 JL0587_STAMPING: J 421 1984
 JL0587_MARK LOGO: NGS   
 JL0587_PROJECTION: FLUSH
 JL0587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0587_ROD/PIPE-DEPTH: 1.2  meters
 JL0587
 JL0587  HISTORY     - Date     Condition        Report By
 JL0587  HISTORY     - 1984     MONUMENTED       NGS
 JL0587
 JL0587                          STATION DESCRIPTION
 JL0587
 JL0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0587'2.9 KM (1.8 MI) WEST FROM PONCHA SPRINGS.
 JL0587'2.9 KM (1.8 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS NORTH JUNCTION
 JL0587'WITH U.S. HIGHWAY 285 IN PONCHA SPRINGS, 16.3 M (53.5 FT) NORTH OF THE
 JL0587'CENTERLINE OF THE HIGHWAY, 9.9 M (32.5 FT) EAST OF THE CENTERLINE OF
 JL0587'COUNTY ROAD 250, AND 1.4 M (4.6 FT) NORTHWEST OF A FENCE CORNER.
 JL0587'NOTE=REFUSAL WAS REACHED AT 4.0 FT.  ACCESS TO THE DATUM POINT IS
 JL0587'THROUGH A 5-INCH LOGO CAP.
 JL0587'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JL0587'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0578 ***********************************************************************
 JL0578  DESIGNATION -  J 422
 JL0578  PID         -  JL0578
 JL0578  STATE/COUNTY-  CO/CHAFFEE
 JL0578  USGS QUAD   -  GARFIELD (1994)
 JL0578
 JL0578                         *CURRENT SURVEY CONTROL
 JL0578  ___________________________________________________________________
 JL0578* NAD 83(1986)-  38 33 00.     (N)    106 15 15.     (W)     SCALED    
 JL0578* NAVD 88     -      2760.823  (meters)    9057.80   (feet)  ADJUSTED  
 JL0578  ___________________________________________________________________
 JL0578  GEOID HEIGHT-         -14.06  (meters)                     GEOID03
 JL0578  DYNAMIC HT  -        2757.016 (meters)    9045.31  (feet)  COMP
 JL0578  MODELED GRAV-     979,150.7   (mgal)                       NAVD 88
 JL0578
 JL0578  VERT ORDER  -  FIRST     CLASS II
 JL0578
 JL0578.The horizontal coordinates were scaled from a topographic map and have
 JL0578.an estimated accuracy of +/- 6 seconds.
 JL0578
 JL0578.The orthometric height was determined by differential leveling
 JL0578.and adjusted by the National Geodetic Survey in June 1991..
 JL0578
 JL0578.The geoid height was determined by GEOID03.
 JL0578
 JL0578.The dynamic height is computed by dividing the NAVD 88
 JL0578.geopotential number by the normal gravity value computed on the
 JL0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0578.degrees latitude (g = 980.6199 gals.).
 JL0578
 JL0578.The modeled gravity was interpolated from observed gravity values.
 JL0578
 JL0578;                    North         East    Units  Estimated Accuracy
 JL0578;SPC CO C     -   384,630.      848,660.      MT  (+/- 180 meters Scaled)
 JL0578
 JL0578                          SUPERSEDED SURVEY CONTROL
 JL0578
 JL0578.No superseded survey control is available for this station.
 JL0578
 JL0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC907675(NAD 83)
 JL0578_MARKER: I = METAL ROD
 JL0578_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JL0578+WITH SETTING: INFORMATION.
 JL0578_SP_SET: SHALLOW-SET METAL ROD
 JL0578_STAMPING: J 422 1984
 JL0578_MARK LOGO: NGS   
 JL0578_PROJECTION: FLUSH
 JL0578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0578_ROD/PIPE-DEPTH: 2.4  meters
 JL0578
 JL0578  HISTORY     - Date     Condition        Report By
 JL0578  HISTORY     - 1984     MONUMENTED       NGS
 JL0578
 JL0578                          STATION DESCRIPTION
 JL0578
 JL0578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0578'16.2 KM (10.05 MI) WEST FROM PONCHA SPRINGS.
 JL0578'16.2 KM (10.05 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS NORTH
 JL0578'JUNCTION WITH U.S. HIGHWAY 285 IN PONCHA SPRINGS, 1.0 KM (0.6 MI)
 JL0578'NORTHWEST OF THE NORTHWESTERN 1 OF 2 UTILITY LINE CROSSING, 14.1 M
 JL0578'(46.3 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 7.5 M (24.6 FT)
 JL0578'NORTHEAST OF THE NORTH END OF A CULVERT.  NOTE=REFUSAL WAS REACHED AT
 JL0578'8.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 JL0578'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST
 JL0578'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0534 ***********************************************************************
 JL0534  DESIGNATION -  J 423
 JL0534  PID         -  JL0534
 JL0534  STATE/COUNTY-  CO/GUNNISON
 JL0534  USGS QUAD   -  SIGNAL PEAK (1979)
 JL0534
 JL0534                         *CURRENT SURVEY CONTROL
 JL0534  ___________________________________________________________________
 JL0534* NAD 83(1986)-  38 30 48.     (N)    106 45 12.     (W)     SCALED    
 JL0534* NAVD 88     -      2417.288  (meters)    7930.72   (feet)  ADJUSTED  
 JL0534  ___________________________________________________________________
 JL0534  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 JL0534  DYNAMIC HT  -        2414.285 (meters)    7920.87  (feet)  COMP
 JL0534  MODELED GRAV-     979,299.0   (mgal)                       NAVD 88
 JL0534
 JL0534  VERT ORDER  -  FIRST     CLASS II
 JL0534
 JL0534.The horizontal coordinates were scaled from a topographic map and have
 JL0534.an estimated accuracy of +/- 6 seconds.
 JL0534
 JL0534.The orthometric height was determined by differential leveling
 JL0534.and adjusted by the National Geodetic Survey in June 1991..
 JL0534
 JL0534.The geoid height was determined by GEOID03.
 JL0534
 JL0534.The dynamic height is computed by dividing the NAVD 88
 JL0534.geopotential number by the normal gravity value computed on the
 JL0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0534.degrees latitude (g = 980.6199 gals.).
 JL0534
 JL0534.The modeled gravity was interpolated from observed gravity values.
 JL0534
 JL0534;                    North         East    Units  Estimated Accuracy
 JL0534;SPC CO C     -   381,040.      805,100.      MT  (+/- 180 meters Scaled)
 JL0534
 JL0534                          SUPERSEDED SURVEY CONTROL
 JL0534
 JL0534.No superseded survey control is available for this station.
 JL0534
 JL0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC471642(NAD 83)
 JL0534_MARKER: DB = BENCH MARK DISK
 JL0534_SETTING: 66 = SET IN ROCK OUTCROP
 JL0534_SP_SET: ROCK OUTCROP
 JL0534_STAMPING: J 423 1984
 JL0534_MARK LOGO: NGS   
 JL0534_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0534+STABILITY: POSITION/ELEVATION WELL
 JL0534
 JL0534  HISTORY     - Date     Condition        Report By
 JL0534  HISTORY     - 1984     MONUMENTED       NGS
 JL0534
 JL0534                          STATION DESCRIPTION
 JL0534
 JL0534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0534'16.0 KM (9.95 MI) EAST FROM GUNNISON.
 JL0534'16.0 KM (9.95 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JL0534'WITH STATE HIGHWAY 135 IN GUNNISON, IN TOP OF A 4 BY 16 FOOT EXPOSED
 JL0534'AREA OF BEDROCK IN A HIGHWAY CUT, 3.0 KM (1.85 MI) EAST OF THE
 JL0534'INTERSECTION OF STATE HIGHWAY 114, 2.6 KM (1.6 MI) WEST OF THE SMALL
 JL0534'COMMUNITY OF PARLIN, AND 11.9 M (39.0 FT) NORTH OF THE CENTERLINE OF
 JL0534'THE HIGHWAY.
 JL0534'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 JL0534'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0514 ***********************************************************************
 JL0514  DESIGNATION -  J 424
 JL0514  PID         -  JL0514
 JL0514  STATE/COUNTY-  CO/GUNNISON
 JL0514  USGS QUAD   -  CARPENTER RIDGE (1982)
 JL0514
 JL0514                         *CURRENT SURVEY CONTROL
 JL0514  ___________________________________________________________________
 JL0514* NAD 83(1986)-  38 28 19.     (N)    107 09 13.     (W)     SCALED    
 JL0514* NAVD 88     -      2328.358  (meters)    7638.95   (feet)  ADJUSTED  
 JL0514  ___________________________________________________________________
 JL0514  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 JL0514  DYNAMIC HT  -        2325.525 (meters)    7629.66  (feet)  COMP
 JL0514  MODELED GRAV-     979,327.9   (mgal)                       NAVD 88
 JL0514
 JL0514  VERT ORDER  -  FIRST     CLASS II
 JL0514
 JL0514.The horizontal coordinates were scaled from a topographic map and have
 JL0514.an estimated accuracy of +/- 6 seconds.
 JL0514
 JL0514.The orthometric height was determined by differential leveling
 JL0514.and adjusted by the National Geodetic Survey in June 1991..
 JL0514
 JL0514.The geoid height was determined by GEOID03.
 JL0514
 JL0514.The dynamic height is computed by dividing the NAVD 88
 JL0514.geopotential number by the normal gravity value computed on the
 JL0514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0514.degrees latitude (g = 980.6199 gals.).
 JL0514
 JL0514.The modeled gravity was interpolated from observed gravity values.
 JL0514
 JL0514;                    North         East    Units  Estimated Accuracy
 JL0514;SPC CO C     -   377,010.      770,110.      MT  (+/- 180 meters Scaled)
 JL0514
 JL0514                          SUPERSEDED SURVEY CONTROL
 JL0514
 JL0514.No superseded survey control is available for this station.
 JL0514
 JL0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC121603(NAD 83)
 JL0514_MARKER: DB = BENCH MARK DISK
 JL0514_SETTING: 66 = SET IN ROCK OUTCROP
 JL0514_SP_SET: ROCK OUTCROP
 JL0514_STAMPING: J 424 1984
 JL0514_MARK LOGO: NGS   
 JL0514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0514
 JL0514  HISTORY     - Date     Condition        Report By
 JL0514  HISTORY     - 1984     MONUMENTED       NGS
 JL0514
 JL0514                          STATION DESCRIPTION
 JL0514
 JL0514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0514'23.8 KM (14.8 MI) WEST FROM GUNNISON.
 JL0514'23.8 KM (14.8 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JL0514'WITH STATE HIGHWAY 135 IN GUNNISON, IN THE CENTER OF A 2 BY 4 FOOT
 JL0514'EXPOSED AREA OF BEDROCK NEAR THE CENTER OF A HIGHWAY CUT, 0.9 KM
 JL0514'(0.55 MI) EAST OF THE ENTRANCE TO THE ELK CREEK CAMPGROUND, 0.8 KM
 JL0514'(0.5 MI) WEST OF THE INTERSECTION OF A DIRT ROAD LEADING NORTH TO
 JL0514'RAINBOW LAKE, AND 15.8 M (51.8 FT( NORTH OF THE CENTERLINE OF THE
 JL0514'HIGHWAY.
 JL0514'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 JL0514'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0488 ***********************************************************************
 JL0488  DESIGNATION -  J 425
 JL0488  PID         -  JL0488
 JL0488  STATE/COUNTY-  CO/GUNNISON
 JL0488  USGS QUAD   -  CURECANTI NEEDLE (1982)
 JL0488
 JL0488                         *CURRENT SURVEY CONTROL
 JL0488  ___________________________________________________________________
 JL0488* NAD 83(1986)-  38 23 41.     (N)    107 26 49.     (W)     SCALED    
 JL0488* NAVD 88     -      2560.223  (meters)    8399.67   (feet)  ADJUSTED  
 JL0488  ___________________________________________________________________
 JL0488  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 JL0488  DYNAMIC HT  -        2556.965 (meters)    8388.98  (feet)  COMP
 JL0488  MODELED GRAV-     979,263.7   (mgal)                       NAVD 88
 JL0488
 JL0488  VERT ORDER  -  FIRST     CLASS II
 JL0488
 JL0488.The horizontal coordinates were scaled from a topographic map and have
 JL0488.an estimated accuracy of +/- 6 seconds.
 JL0488
 JL0488.The orthometric height was determined by differential leveling
 JL0488.and adjusted by the National Geodetic Survey in June 1991..
 JL0488
 JL0488.The geoid height was determined by GEOID03.
 JL0488
 JL0488.The dynamic height is computed by dividing the NAVD 88
 JL0488.geopotential number by the normal gravity value computed on the
 JL0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0488.degrees latitude (g = 980.6199 gals.).
 JL0488
 JL0488.The modeled gravity was interpolated from observed gravity values.
 JL0488
 JL0488;                    North         East    Units  Estimated Accuracy
 JL0488;SPC CO C     -   368,940.      744,330.      MT  (+/- 180 meters Scaled)
 JL0488
 JL0488                          SUPERSEDED SURVEY CONTROL
 JL0488
 JL0488.No superseded survey control is available for this station.
 JL0488
 JL0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC863524(NAD 83)
 JL0488_MARKER: I = METAL ROD
 JL0488_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JL0488+WITH SETTING: INFORMATION.
 JL0488_SP_SET: SHALLOW-SET METAL ROD
 JL0488_STAMPING: J 425 1984
 JL0488_MARK LOGO: NGS   
 JL0488_PROJECTION: FLUSH
 JL0488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0488_ROD/PIPE-DEPTH: 1.0  meters
 JL0488
 JL0488  HISTORY     - Date     Condition        Report By
 JL0488  HISTORY     - 1984     MONUMENTED       NGS
 JL0488
 JL0488                          STATION DESCRIPTION
 JL0488
 JL0488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0488'44.4 KM (27.6 MI) EAST FROM MONTROSE.
 JL0488'44.4 KM (27.6 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JL0488'WITH U.S. HIGHWAY 550 IN MONTROSE, 5.6 KM (3.5 MI) EAST OF THE
 JL0488'MONTROSE-GUNNISON COUNTY LINE, 1.6 KM (1.0 MI) WEST OF THE BLUE MESA
 JL0488'PASS SUMMIT, AT THE NORTHWEST END OF A HIGHWAY CUT, 29.3 M (96.1 FT)
 JL0488'EAST OF THE NORTHEAST END OF A PIPE CULVERT, 14.5 M (47.6 FT)
 JL0488'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 10.1 M (33.1 FT) SOUTHEAST
 JL0488'OF A FENCE CORNER, AND 0.3 M (1.0 FT) SOUTHWEST OF A FENCE.
 JL0488'NOTE=REFUSAL WAS REACHED AT 3.3 FT.  ACCESS TO THE DATUM POINT IS
 JL0488'THROUGH A 5-INCH LOGO CAP.
 JL0488'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST
 JL0488'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0639 ***********************************************************************
 JL0639  DESIGNATION -  J 426
 JL0639  PID         -  JL0639
 JL0639  STATE/COUNTY-  CO/MONTROSE
 JL0639  USGS QUAD   -  MONTROSE EAST (1982)
 JL0639
 JL0639                         *CURRENT SURVEY CONTROL
 JL0639  ___________________________________________________________________
 JL0639* NAD 83(1986)-  38 27 36.     (N)    107 52 00.     (W)     SCALED    
 JL0639* NAVD 88     -      1784.169  (meters)    5853.56   (feet)  ADJUSTED  
 JL0639  ___________________________________________________________________
 JL0639  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 JL0639  DYNAMIC HT  -        1782.195 (meters)    5847.08  (feet)  COMP
 JL0639  MODELED GRAV-     979,459.0   (mgal)                       NAVD 88
 JL0639
 JL0639  VERT ORDER  -  FIRST     CLASS II
 JL0639
 JL0639.The horizontal coordinates were scaled from a topographic map and have
 JL0639.an estimated accuracy of +/- 6 seconds.
 JL0639
 JL0639.The orthometric height was determined by differential leveling
 JL0639.and adjusted by the National Geodetic Survey in June 1991..
 JL0639
 JL0639.The geoid height was determined by GEOID03.
 JL0639
 JL0639.The dynamic height is computed by dividing the NAVD 88
 JL0639.geopotential number by the normal gravity value computed on the
 JL0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0639.degrees latitude (g = 980.6199 gals.).
 JL0639
 JL0639.The modeled gravity was interpolated from observed gravity values.
 JL0639
 JL0639;                    North         East    Units  Estimated Accuracy
 JL0639;SPC CO S     -   506,460.      707,860.      MT  (+/- 180 meters Scaled)
 JL0639
 JL0639                          SUPERSEDED SURVEY CONTROL
 JL0639
 JL0639.No superseded survey control is available for this station.
 JL0639
 JL0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC498607(NAD 83)
 JL0639_MARKER: I = METAL ROD
 JL0639_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JL0639_SP_SET: STAINLESS STEEL ROD
 JL0639_STAMPING: J 426 1984
 JL0639_MARK LOGO: NGS   
 JL0639_PROJECTION: FLUSH
 JL0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0639_ROD/PIPE-DEPTH: 6.7  meters
 JL0639
 JL0639  HISTORY     - Date     Condition        Report By
 JL0639  HISTORY     - 1984     MONUMENTED       NGS
 JL0639  HISTORY     - 20030621 MARK NOT FOUND   USPSQD
 JL0639
 JL0639                          STATION DESCRIPTION
 JL0639
 JL0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0639'IN MONTROSE.
 JL0639'IN MONTROSE, AT THE INTERSECTION OF TOWNSEND AVENUE (U.S. HIGHWAY 550)
 JL0639'AND RIO GRANDE AVENUE, 65.1 M (213.6 FT) WEST OF THE CENTERLINE OF THE
 JL0639'HIGHWAY, 23.3 M (76.4 FT) WEST OF THE SOUTHWEST CORNER OF THE GIBBS
 JL0639'LAND COMPANY BUILDING, 12.5 M (41.0 FT) NORTH OF THE CENTERLINE OF THE
 JL0639'AVENUE, AND 0.6 M (2.0 FT) EAST OF A UTILITY POLE.  NOTE--ACCESS TO
 JL0639'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JL0639'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JL0639'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JL0639
 JL0639                          STATION RECOVERY (2003)
 JL0639
 JL0639'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 JL0639'AREA GRADED OVER. MUCH HIGHWAY WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0163 ***********************************************************************
 KM0163  DESIGNATION -  J 427
 KM0163  PID         -  KM0163
 KM0163  STATE/COUNTY-  CO/RIO BLANCO
 KM0163  USGS QUAD   -  BIG FOUNDATION CREEK (1964)
 KM0163
 KM0163                         *CURRENT SURVEY CONTROL
 KM0163  ___________________________________________________________________
 KM0163* NAD 83(1986)-  39 42 36.     (N)    108 47 56.     (W)     SCALED    
 KM0163* NAVD 88     -      2018.259  (meters)    6621.57   (feet)  ADJUSTED  
 KM0163  ___________________________________________________________________
 KM0163  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 KM0163  DYNAMIC HT  -        2016.192 (meters)    6614.79  (feet)  COMP
 KM0163  MODELED GRAV-     979,529.9   (mgal)                       NAVD 88
 KM0163
 KM0163  VERT ORDER  -  FIRST     CLASS II
 KM0163
 KM0163.The horizontal coordinates were scaled from a topographic map and have
 KM0163.an estimated accuracy of +/- 6 seconds.
 KM0163
 KM0163.The orthometric height was determined by differential leveling
 KM0163.and adjusted by the National Geodetic Survey in June 1991..
 KM0163
 KM0163.The geoid height was determined by GEOID03.
 KM0163
 KM0163.The dynamic height is computed by dividing the NAVD 88
 KM0163.geopotential number by the normal gravity value computed on the
 KM0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0163.degrees latitude (g = 980.6199 gals.).
 KM0163
 KM0163.The modeled gravity was interpolated from observed gravity values.
 KM0163
 KM0163;                    North         East    Units  Estimated Accuracy
 KM0163;SPC CO N     -   351,880.      631,570.      MT  (+/- 180 meters Scaled)
 KM0163
 KM0163                          SUPERSEDED SURVEY CONTROL
 KM0163
 KM0163.No superseded survey control is available for this station.
 KM0163
 KM0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ886978(NAD 83)
 KM0163_MARKER: DB = BENCH MARK DISK
 KM0163_SETTING: 66 = SET IN ROCK OUTCROP
 KM0163_SP_SET: ROCK OUTCROP
 KM0163_STAMPING: J 427 1984
 KM0163_MARK LOGO: NGS   
 KM0163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0163
 KM0163  HISTORY     - Date     Condition        Report By
 KM0163  HISTORY     - 1984     MONUMENTED       NGS
 KM0163
 KM0163                          STATION DESCRIPTION
 KM0163
 KM0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0163'47.0 KM (29.2 MI) SOUTH FROM RANGELY.
 KM0163'1.8 KM (1.1 MI) EAST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE IN
 KM0163'RANGELY, THENCE 45.2 KM (28.1 MI) SOUTHERLY ALONG STATE HIGHWAY 139,
 KM0163'SET VERTICALLY IN THE EAST FACE OF AN 8.0 BY 102.0 FOOT EXPOSED AREA
 KM0163'OF OUTCROPPING BEDROCK, 6.8 KM (4.2 MI) NORTH OF THE BLANCO-GARFIELD
 KM0163'COUNTY LINE, 0.1 KM (0.05 MI) SOUTH OF THE INTERSECTION OF A PRIVATE
 KM0163'DRIVE LEADING SOUTHWEST TO WOLF CANYON AND A DIRT ROAD LEADING
 KM0163'NORTHEAST, 29.4 M (96.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 KM0163'19.2 M (63.0 FT) SOUTH OF THE NORTH END AND 11.9 M (39.0 FT) NORTH OF
 KM0163'THE SOUTH END OF THE OUTCROP.
 KM0163'THE MARK IS 0.6 METERS  S FROM  A WITNESS POST
 KM0163'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0223 ***********************************************************************
 KM0223  DESIGNATION -  J 428
 KM0223  PID         -  KM0223
 KM0223  STATE/COUNTY-  CO/MESA
 KM0223  USGS QUAD   -  GRAND JUNCTION (1973)
 KM0223
 KM0223                         *CURRENT SURVEY CONTROL
 KM0223  ___________________________________________________________________
 KM0223* NAD 83(1986)-  39 04 51.     (N)    108 35 21.     (W)     SCALED    
 KM0223* NAVD 88     -      1386.220  (meters)    4547.96   (feet)  ADJUSTED  
 KM0223  ___________________________________________________________________
 KM0223  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 KM0223  DYNAMIC HT  -        1384.896 (meters)    4543.61  (feet)  COMP
 KM0223  MODELED GRAV-     979,624.6   (mgal)                       NAVD 88
 KM0223
 KM0223  VERT ORDER  -  FIRST     CLASS II
 KM0223
 KM0223.The horizontal coordinates were scaled from a topographic map and have
 KM0223.an estimated accuracy of +/- 6 seconds.
 KM0223
 KM0223.The orthometric height was determined by differential leveling
 KM0223.and adjusted by the National Geodetic Survey in June 1991..
 KM0223
 KM0223.The geoid height was determined by GEOID03.
 KM0223
 KM0223.The dynamic height is computed by dividing the NAVD 88
 KM0223.geopotential number by the normal gravity value computed on the
 KM0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0223.degrees latitude (g = 980.6199 gals.).
 KM0223
 KM0223.The modeled gravity was interpolated from observed gravity values.
 KM0223
 KM0223;                    North         East    Units  Estimated Accuracy
 KM0223;SPC CO C     -   447,830.      647,170.      MT  (+/- 180 meters Scaled)
 KM0223
 KM0223                          SUPERSEDED SURVEY CONTROL
 KM0223
 KM0223.No superseded survey control is available for this station.
 KM0223
 KM0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ085285(NAD 83)
 KM0223_MARKER: I = METAL ROD
 KM0223_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KM0223_SP_SET: STAINLESS STEEL ROD
 KM0223_STAMPING: J 428 1984
 KM0223_MARK LOGO: NGS   
 KM0223_PROJECTION: FLUSH
 KM0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0223+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2003
 KM0223_ROD/PIPE-DEPTH: 8.0  meters
 KM0223
 KM0223  HISTORY     - Date     Condition        Report By
 KM0223  HISTORY     - 1984     MONUMENTED       NGS
 KM0223  HISTORY     - 20030209 GOOD             INDIV
 KM0223
 KM0223                          STATION DESCRIPTION
 KM0223
 KM0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0223'IN GRAND JUNCTION.
 KM0223'IN GRAND JUNCTION, AT THE JUNCTION OF COUNTY ROAD 25 AND INDEPENDENT
 KM0223'AVENUE, 22.5 M (73.8 FT) NORTHEAST OF THE NEAR RAIL OF THE DENVER AND
 KM0223'RIO GRANDE WESTERN RAILROAD, 21.8 M (71.5 FT) SOUTH OF THE EXTENDED
 KM0223'CENTER OF THE ROAD, 13.7 M (44.9 FT) SOUTH OF THE CENTER OF THE
 KM0223'AVENUE, AND 1.8 M (5.9 FT) EAST OF A METAL UTILITY POLE.
 KM0223'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KM0223'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 KM0223'THE MARK IS 0.3 M BELOW THE AVENUE.
 KM0223
 KM0223                          STATION RECOVERY (2003)
 KM0223
 KM0223'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (PJM)
 KM0223'FOUND WITNESS POST AS DESCRIBED. LOGO CAP WAS BURIED BENEATH 2 INCHES
 KM0223'OF LANDSCAPE GRAVEL, BUT IS IN GOOD CONDITION.
 KM0223'N39 4.856   W108 35.361   WGS 84 DATUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4293 ***********************************************************************
 DG4293  DESIGNATION -  J 429 RESET
 DG4293  PID         -  DG4293
 DG4293  STATE/COUNTY-  CO/MESA
 DG4293  USGS QUAD   -  DOMINGUEZ (1969)
 DG4293
 DG4293                         *CURRENT SURVEY CONTROL
 DG4293  ___________________________________________________________________
 DG4293* NAD 83(1986)-  38 51 45.     (N)    108 19 27.     (W)     SCALED    
 DG4293* NAVD 88     -      1586.071  (meters)    5203.63   (feet)  ADJUSTED  
 DG4293  ___________________________________________________________________
 DG4293  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 DG4293  DYNAMIC HT  -        1584.457 (meters)    5198.34  (feet)  COMP
 DG4293  MODELED GRAV-     979,554.8   (mgal)                       NAVD 88
 DG4293
 DG4293  VERT ORDER  -  FIRST     CLASS II
 DG4293
 DG4293.The horizontal coordinates were scaled from a topographic map and have
 DG4293.an estimated accuracy of +/- 6 seconds.
 DG4293
 DG4293.The orthometric height was determined by differential leveling
 DG4293.and adjusted by the National Geodetic Survey in September 2004..
 DG4293.No vertical observational check was made to the station.
 DG4293
 DG4293.The geoid height was determined by GEOID03.
 DG4293
 DG4293.The dynamic height is computed by dividing the NAVD 88
 DG4293.geopotential number by the normal gravity value computed on the
 DG4293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4293.degrees latitude (g = 980.6199 gals.).
 DG4293
 DG4293.The modeled gravity was interpolated from observed gravity values.
 DG4293
 DG4293;                    North         East    Units  Estimated Accuracy
 DG4293;SPC CO C     -   422,860.      669,340.      MT  (+/- 180 meters Scaled)
 DG4293
 DG4293                          SUPERSEDED SURVEY CONTROL
 DG4293
 DG4293.No superseded survey control is available for this station.
 DG4293
 DG4293_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ321049(NAD 83)
 DG4293_MARKER: F = FLANGE-ENCASED ROD
 DG4293_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG4293_STAMPING: J 429 RESET 2001
 DG4293_MARK LOGO: NGS   
 DG4293_PROJECTION: FLUSH
 DG4293_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4293+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2006
 DG4293_ROD/PIPE-DEPTH: 3.35 meters
 DG4293_SLEEVE-DEPTH  : 0.91 meters
 DG4293
 DG4293  HISTORY     - Date     Condition        Report By
 DG4293  HISTORY     - 20010104 MONUMENTED       MSAM
 DG4293  HISTORY     - 20060227 GOOD             GEOCAC
 DG4293
 DG4293                          STATION DESCRIPTION
 DG4293
 DG4293'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 DG4293'DESCRIPTION BY MOUNTAIN SURVEYING AND MAPPING, INC 2001 (KCH)
 DG4293'THE STATION IS LOCATED ABOUT 21 MI SOUTHEAST OF GRAND JUNCTION, 10 MI
 DG4293'SOUTHEAST OF WHITEWATER AND 6.15 MI SOUTHEAST OF THE INTERSECTION OF
 DG4293'COUNTY ROAD 35.6, IN THE SOUTHWEST 1/4 OF SECTION 25, T 3 S, R 2 E,
 DG4293'AT U.S.
 DG4293'HIGHWAY 50 MILEPOST 52. OWNERSHIP-- COLORADO DEPARTMENT OF
 DG4293'TRANSPORTATION RIGHT OF WAY.
 DG4293'TO REACH THE STATION FROM S.H. 141 (SOUTH) IN WHITEWATER, GO
 DG4293'SOUTHEASTERLY ON U.S. HIGHWAY 50 FOR 10.5 MI TO THE STATION ON THE
 DG4293'RIGHT.
 DG4293'THE MARK  IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 DG4293'TO A DEPTH OF 3.35 M, ENCASED IN A 0.91 M LONG FINNED GREASED PVC
 DG4293'SLEEVE,
 DG4293'ENCLOSED IN A 5-INCH PVC PIPE WITH A LOGO CAP SET IN A CONCRETE COLLAR
 DG4293'FLUSH WITH THE GROUND.  IT IS 14.2 NORTH OF BRIDGEPORT ROAD, 0.8 M
 DG4293'NORTHEAST  OF A FIBERGLASS WITNESS POST. U.S. HIGHWAY 50 IS CURRENTLY
 DG4293'BEING EXPANDED TO A DIVIDED FOUR LANE ROAD. REFERENCE TIES WILL NEED
 DG4293'TO
 DG4293'BE MADE AFTER ROAD CONSTRUCTION IS COMPLETED.
 DG4293' 
 DG4293'
 DG4293
 DG4293                          STATION RECOVERY (2006)
 DG4293
 DG4293'RECOVERY NOTE BY GEOCACHING 2006 (BAB)
 DG4293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0018 ***********************************************************************
 LM0018  DESIGNATION -  J 43
 LM0018  PID         -  LM0018
 LM0018  STATE/COUNTY-  CO/JACKSON
 LM0018  USGS QUAD   -  NORTHGATE (1950)
 LM0018
 LM0018                         *CURRENT SURVEY CONTROL
 LM0018  ___________________________________________________________________
 LM0018* NAD 83(1986)-  40 53 07.     (N)    106 18 05.     (W)     SCALED    
 LM0018* NAVD 88     -      2411.826  (meters)    7912.80   (feet)  ADJUSTED  
 LM0018  ___________________________________________________________________
 LM0018  GEOID HEIGHT-         -11.54  (meters)                     GEOID03
 LM0018  DYNAMIC HT  -        2409.386 (meters)    7904.79  (feet)  COMP
 LM0018  MODELED GRAV-     979,525.7   (mgal)                       NAVD 88
 LM0018
 LM0018  VERT ORDER  -  FIRST     CLASS II
 LM0018
 LM0018.The horizontal coordinates were scaled from a topographic map and have
 LM0018.an estimated accuracy of +/- 6 seconds.
 LM0018
 LM0018.The orthometric height was determined by differential leveling
 LM0018.and adjusted by the National Geodetic Survey in June 1991..
 LM0018.WARNING-Repeat measurements at this control monument indicate possible
 LM0018.vertical movement.
 LM0018
 LM0018.The geoid height was determined by GEOID03.
 LM0018
 LM0018.The dynamic height is computed by dividing the NAVD 88
 LM0018.geopotential number by the normal gravity value computed on the
 LM0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0018.degrees latitude (g = 980.6199 gals.).
 LM0018
 LM0018.The modeled gravity was interpolated from observed gravity values.
 LM0018
 LM0018;                    North         East    Units  Estimated Accuracy
 LM0018;SPC CO N     -   477,430.      846,860.      MT  (+/- 180 meters Scaled)
 LM0018
 LM0018                          SUPERSEDED SURVEY CONTROL
 LM0018
 LM0018  NGVD 29 (??/??/92) 2410.495  (m)         7908.43   (f) ADJ UNCH    1 2
 LM0018
 LM0018.Superseded values are not recommended for survey control.
 LM0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0018.See file dsdata.txt to determine how the superseded data were derived.
 LM0018
 LM0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF903268(NAD 83)
 LM0018_MARKER: DB = BENCH MARK DISK
 LM0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0018_STAMPING: J 43 1934
 LM0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0018+STABILITY: SURFACE MOTION
 LM0018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LM0018+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2003
 LM0018
 LM0018  HISTORY     - Date     Condition        Report By
 LM0018  HISTORY     - 1934     MONUMENTED       CGS
 LM0018  HISTORY     - 1956     GOOD             NGS
 LM0018  HISTORY     - 19910707 GOOD             NGS
 LM0018  HISTORY     - 20030812 GOOD             NGS
 LM0018
 LM0018                          STATION DESCRIPTION
 LM0018
 LM0018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LM0018'6.3 MI S FROM KINGS CANYON.
 LM0018'6.3 MILES SOUTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 LM0018'RAILROAD FROM THE STATION SIGN AT KINGS CANYON, 4 1/2 RAILS WEST OF A
 LM0018'SWITCH STAND, AT THE WEST END OF THE SIDING AT NORTHGATE, 183 FEET
 LM0018'EAST OF THE CENTER OF THE CROSSING OF STATE HIGHWAY 125, 40 FEET SOUTH
 LM0018'OF THE SOUTH RAIL, 3.5 FEET NORTHEAST OF THE 1ST POLE EAST OF MILEPOST
 LM0018'80, 3.5 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 LM0018'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN THE NORTHEAST 1/4 OF
 LM0018'SECTION 31, TOWNSHIP 11 NORTH, RANGE 79 WEST. NOTE-- 1968 REPORT - 1
 LM0018'MILE NORTH OF COWDREY ON HWY. 125 AT RAILROAD CROSSING. EAST SIDE OF
 LM0018'ROAD, SOUTH SIDE OF TRACKS.
 LM0018
 LM0018                          STATION RECOVERY (1991)
 LM0018
 LM0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (DW)
 LM0018'THIS IS ALSO GRAVITY BASE STATION 'WALDEN J,' DOD 4648-1, IGB 15506J.
 LM0018
 LM0018                          STATION RECOVERY (2003)
 LM0018
 LM0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 LM0018'STATION IS ALONG ROUTE CO 125, 11.6 MILES NORTH OF INTERSECTION WITH
 LM0018'ROUTE CO 14 IN WALDEN, CO, 1.8 MILES NORTH OF GENERAL STORE IN COWDRY,
 LM0018'CO, 0.1 MILES NORTH OF COUNTY ROAD 38 AND 2.1 MILES SOUTH OF ROUTE CO
 LM0018'127.
 LM0018'STATION IS AT FORMER CROSSING OF UNION PACIFIC RAIROAD (GRADE IS
 LM0018'DIFFICULT TO SEE), 183 FEET EAST OF CENTER OF CO 125, ABOUT 45 FEET
 LM0018'SOUTH OF RAILROAD GRADE AND 3.5 FEET EAST OF WITNESS SIGN ON SAWED-OFF
 LM0018'TELEGRAPH POLE.
 LM0018'STATION IS ATOP A 1 FOOT SQUARE CONCRETE POST AND PROJECTING 1.2 FEET
 LM0018'ABOVE GRASS LEVEL.  AN ELEVATION OF '7906' WAS STAMPED IN MARK AND X'D
 LM0018'OUT.  MONUMENT HAS CRACKS, BUT MARK IS SOLID.  NE 1/4, SEC 31, T11N,
 LM0018'R79W.
 LM0018'THIS IS GRAVITY BASE STATION 'WALDEN J' = DOD 4648-1, IGB 15506J.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0960 ***********************************************************************
 JK0960  DESIGNATION -  J 430
 JK0960  PID         -  JK0960
 JK0960  STATE/COUNTY-  CO/FREMONT
 JK0960  USGS QUAD   -  FLORENCE (1975)
 JK0960
 JK0960                         *CURRENT SURVEY CONTROL
 JK0960  ___________________________________________________________________
 JK0960* NAD 83(1992)-  38 24 42.20378(N)    105 00 51.82983(W)     ADJUSTED  
 JK0960* NAVD 88     -      1598.884  (meters)    5245.67   (feet)  ADJUSTED  
 JK0960  ___________________________________________________________________
 JK0960  X           -  -1,296,708.416 (meters)                     COMP
 JK0960  Y           -  -4,834,522.126 (meters)                     COMP
 JK0960  Z           -   3,942,338.394 (meters)                     COMP
 JK0960  LAPLACE CORR-          -7.78  (seconds)                    DEFLEC99
 JK0960  ELLIP HEIGHT-        1581.51  (meters)          (12/03/02) GPS OBS
 JK0960  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 JK0960  DYNAMIC HT  -        1597.171 (meters)    5240.05  (feet)  COMP
 JK0960  MODELED GRAV-     979,501.3   (mgal)                       NAVD 88
 JK0960
 JK0960  HORZ ORDER  -  FIRST
 JK0960  VERT ORDER  -  FIRST     CLASS II
 JK0960  ELLP ORDER  -  FOURTH    CLASS II
 JK0960
 JK0960.The horizontal coordinates were established by GPS observations
 JK0960.and adjusted by the National Geodetic Survey in August 1994..
 JK0960
 JK0960.The orthometric height was determined by differential leveling
 JK0960.and adjusted by the National Geodetic Survey in June 1991..
 JK0960
 JK0960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK0960
 JK0960.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0960
 JK0960.The ellipsoidal height was determined by GPS observations
 JK0960.and is referenced to NAD 83.
 JK0960
 JK0960.The geoid height was determined by GEOID03.
 JK0960
 JK0960.The dynamic height is computed by dividing the NAVD 88
 JK0960.geopotential number by the normal gravity value computed on the
 JK0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0960.degrees latitude (g = 980.6199 gals.).
 JK0960
 JK0960.The modeled gravity was interpolated from observed gravity values.
 JK0960
 JK0960;                    North         East     Units Scale Factor Converg.
 JK0960;SPC CO C     -   369,119.987   956,814.084   MT  1.00000775   +0 18 22.6
 JK0960;SPC CO C     - 1,211,021.16  3,139,147.54   sFT  1.00000775   +0 18 22.6
 JK0960;SPC CO S     -   498,590.242   956,813.602   MT  0.99999613   +0 17 52.3
 JK0960;SPC CO S     - 1,635,791.49  3,139,145.96   sFT  0.99999613   +0 17 52.3
 JK0960;UTM  13      - 4,251,498.276   498,743.066   MT  0.99960002   -0 00 32.2
 JK0960
 JK0960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0960!SPC CO C     -   0.99975191  x   1.00000775  =   0.99975966
 JK0960!SPC CO S     -   0.99975191  x   0.99999613  =   0.99974804
 JK0960!UTM  13      -   0.99975191  x   0.99960002  =   0.99935203
 JK0960
 JK0960                          SUPERSEDED SURVEY CONTROL
 JK0960
 JK0960  ELLIP H (08/30/94) 1581.54   (m)                       GP(       ) 4 1
 JK0960  NAVD 88 (09/12/94) 1598.88   (m)         5245.7    (f) LEVELING    3  
 JK0960
 JK0960.Superseded values are not recommended for survey control.
 JK0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0960.See file dsdata.txt to determine how the superseded data were derived.
 JK0960
 JK0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC9874351498(NAD 83)
 JK0960_MARKER: I = METAL ROD
 JK0960_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK0960_SP_SET: STAINLESS STEEL ROD
 JK0960_STAMPING: J 430 1984
 JK0960_MARK LOGO: NGS   
 JK0960_PROJECTION: FLUSH
 JK0960_MAGNETIC: I = MARKER IS A STEEL ROD
 JK0960_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0960+STABILITY: POSITION/ELEVATION WELL
 JK0960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0960+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1994
 JK0960_ROD/PIPE-DEPTH: 3.7  meters
 JK0960
 JK0960  HISTORY     - Date     Condition        Report By
 JK0960  HISTORY     - 1984     MONUMENTED       NGS
 JK0960  HISTORY     - 19931007 GOOD             CODOT
 JK0960  HISTORY     - 19940312 GOOD             MSAM
 JK0960
 JK0960                          STATION DESCRIPTION
 JK0960
 JK0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0960'20.2 KM (12.55 MI) EAST FROM CANON CITY.
 JK0960'20.2 KM (12.55 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JK0960'WITH STATE HIGHWAY 115 IN CANON CITY, 2.5 KM (1.55 MI) EAST OF THE
 JK0960'INTERSECTION OF STATE HIGHWAY 115 IN PENROSE, 70.3 M (230.6 FT)
 JK0960'SOUTHEAST OF THE SOUTHEAST CORNER OF THE ESTES HI-FLIER OFFICE
 JK0960'BUILDING, 26.3 M (86.3 FT) EAST OF THE CENTER OF L STREET, 21.2 M
 JK0960'(69.6 FT) NORTH OF THE CENTER OF THE WEST BOUND LANES OF THE HIGHWAY,
 JK0960'AND 0.3 M (1.0 FT) SOUTH OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS
 JK0960'HAD THROUGH A 5-INCH LOGO CAP.
 JK0960'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JK0960'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JK0960
 JK0960                          STATION RECOVERY (1993)
 JK0960
 JK0960'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1993
 JK0960'RECOVERED IN GOOD CONDITION.
 JK0960
 JK0960                          STATION RECOVERY (1994)
 JK0960
 JK0960'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1994 (KCH)
 JK0960'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0943 ***********************************************************************
 JK0943  DESIGNATION -  J 431
 JK0943  PID         -  JK0943
 JK0943  STATE/COUNTY-  CO/FREMONT
 JK0943  USGS QUAD   -  ROYAL GORGE (1994)
 JK0943
 JK0943                         *CURRENT SURVEY CONTROL
 JK0943  ___________________________________________________________________
 JK0943* NAD 83(1986)-  38 29 52.     (N)    105 21 37.     (W)     SCALED    
 JK0943* NAVD 88     -      1859.750  (meters)    6101.53   (feet)  ADJUSTED  
 JK0943  ___________________________________________________________________
 JK0943  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 JK0943  DYNAMIC HT  -        1857.670 (meters)    6094.71  (feet)  COMP
 JK0943  MODELED GRAV-     979,444.1   (mgal)                       NAVD 88
 JK0943
 JK0943  VERT ORDER  -  FIRST     CLASS II
 JK0943
 JK0943.The horizontal coordinates were scaled from a topographic map and have
 JK0943.an estimated accuracy of +/- 6 seconds.
 JK0943
 JK0943.The orthometric height was determined by differential leveling
 JK0943.and adjusted by the National Geodetic Survey in June 1991..
 JK0943
 JK0943.The geoid height was determined by GEOID03.
 JK0943
 JK0943.The dynamic height is computed by dividing the NAVD 88
 JK0943.geopotential number by the normal gravity value computed on the
 JK0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0943.degrees latitude (g = 980.6199 gals.).
 JK0943
 JK0943.The modeled gravity was interpolated from observed gravity values.
 JK0943
 JK0943;                    North         East    Units  Estimated Accuracy
 JK0943;SPC CO C     -   378,570.      926,590.      MT  (+/- 180 meters Scaled)
 JK0943
 JK0943                          SUPERSEDED SURVEY CONTROL
 JK0943
 JK0943.No superseded survey control is available for this station.
 JK0943
 JK0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC685611(NAD 83)
 JK0943_MARKER: DB = BENCH MARK DISK
 JK0943_SETTING: 66 = SET IN ROCK OUTCROP
 JK0943_SP_SET: ROCK OUTCROP
 JK0943_STAMPING: J 431 1984
 JK0943_MARK LOGO: NGS   
 JK0943_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0943+STABILITY: POSITION/ELEVATION WELL
 JK0943
 JK0943  HISTORY     - Date     Condition        Report By
 JK0943  HISTORY     - 1984     MONUMENTED       NGS
 JK0943
 JK0943                          STATION DESCRIPTION
 JK0943
 JK0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0943'16.5 KM (10.25 MI) WEST FROM CANON CITY.
 JK0943'16.5 KM (10.25 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JK0943'WITH STATE HIGHWAY 115 IN CANON CITY, IN A LARGE EXPOSED AREA OF
 JK0943'BEDROCK IN A HIGHWAY CUT, 0.9 KM (0.55 MI) SOUTHWEST OF THE
 JK0943'INTERSECTION OF STATE HIGHWAY 9, 55.0 M (180.4 FT) EAST OF THE
 JK0943'NORTHEAST END OF A HIGHWAY PULL OUT, 33.0 M (108.3 FT) EAST OF THE
 JK0943'SOUTHWEST END OF A GUARD RAIL, 19.8 M (65.0 FT) SOUTHWEST OF THE
 JK0943'SOUTHWEST END OF A 5 BY 12 FOOT STEEL STROM DRAIN, AND 10.0 M (32.8
 JK0943'FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHEAST BOUND LANES OF THE
 JK0943'HIGHWAY.
 JK0943'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 JK0943'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0213 ***********************************************************************
 HJ0213  DESIGNATION -  J 432
 HJ0213  PID         -  HJ0213
 HJ0213  STATE/COUNTY-  CO/OTERO
 HJ0213  USGS QUAD   -  THOMPSON ARROYO (1966)
 HJ0213
 HJ0213                         *CURRENT SURVEY CONTROL
 HJ0213  ___________________________________________________________________
 HJ0213* NAD 83(1986)-  37 59 41.     (N)    103 29 16.     (W)     SCALED    
 HJ0213* NAVD 88     -      1239.369  (meters)    4066.16   (feet)  ADJUSTED  
 HJ0213  ___________________________________________________________________
 HJ0213  GEOID HEIGHT-         -22.07  (meters)                     GEOID03
 HJ0213  DYNAMIC HT  -        1238.127 (meters)    4062.09  (feet)  COMP
 HJ0213  MODELED GRAV-     979,584.5   (mgal)                       NAVD 88
 HJ0213
 HJ0213  VERT ORDER  -  FIRST     CLASS II
 HJ0213
 HJ0213.The horizontal coordinates were scaled from a topographic map and have
 HJ0213.an estimated accuracy of +/- 6 seconds.
 HJ0213
 HJ0213.The orthometric height was determined by differential leveling
 HJ0213.and adjusted by the National Geodetic Survey in June 1991..
 HJ0213
 HJ0213.The geoid height was determined by GEOID03.
 HJ0213
 HJ0213.The dynamic height is computed by dividing the NAVD 88
 HJ0213.geopotential number by the normal gravity value computed on the
 HJ0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0213.degrees latitude (g = 980.6199 gals.).
 HJ0213
 HJ0213.The modeled gravity was interpolated from observed gravity values.
 HJ0213
 HJ0213;                    North         East    Units  Estimated Accuracy
 HJ0213;SPC CO S     -   454,100.    1,091,130.      MT  (+/- 180 meters Scaled)
 HJ0213
 HJ0213                          SUPERSEDED SURVEY CONTROL
 HJ0213
 HJ0213.No superseded survey control is available for this station.
 HJ0213
 HJ0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC327063(NAD 83)
 HJ0213_MARKER: DB = BENCH MARK DISK
 HJ0213_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 HJ0213_SP_SET: BRIDGE ABUTMENT
 HJ0213_STAMPING: J 432 1985
 HJ0213_MARK LOGO: NGS   
 HJ0213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HJ0213
 HJ0213  HISTORY     - Date     Condition        Report By
 HJ0213  HISTORY     - 1985     MONUMENTED       NGS
 HJ0213
 HJ0213                          STATION DESCRIPTION
 HJ0213
 HJ0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HJ0213'5.2 KM (3.25 MI) EAST FROM LA JUNTA.
 HJ0213'5.2 KM (3.25 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE SANTA FE
 HJ0213'RAILROAD STATION IN LA JUNTA, IN TOP OF AND 0.3 M (1.0 FT) NORTHWEST
 HJ0213'OF THE SOUTHEAST END OF THE NORTHEAST ABUTMENT OF THE EASTBOUND
 HJ0213'HIGHWAY BRIDGE SPANNING THE THOMPSON ARROYO, AND 6.1 M (20.0 FT)
 HJ0213'SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0254 ***********************************************************************
 HJ0254  DESIGNATION -  J 433
 HJ0254  PID         -  HJ0254
 HJ0254  STATE/COUNTY-  CO/BACA
 HJ0254  USGS QUAD   -  HORSE CREEK SPRINGS (1971)
 HJ0254
 HJ0254                         *CURRENT SURVEY CONTROL
 HJ0254  ___________________________________________________________________
 HJ0254* NAD 83(1986)-  37 35 08.     (N)    102 37 13.     (W)     SCALED    
 HJ0254* NAVD 88     -      1334.118  (meters)    4377.02   (feet)  ADJUSTED  
 HJ0254  ___________________________________________________________________
 HJ0254  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 HJ0254  DYNAMIC HT  -        1332.733 (meters)    4372.47  (feet)  COMP
 HJ0254  MODELED GRAV-     979,544.8   (mgal)                       NAVD 88
 HJ0254
 HJ0254  VERT ORDER  -  FIRST     CLASS II
 HJ0254
 HJ0254.The horizontal coordinates were scaled from a topographic map and have
 HJ0254.an estimated accuracy of +/- 6 seconds.
 HJ0254
 HJ0254.The orthometric height was determined by differential leveling
 HJ0254.and adjusted by the National Geodetic Survey in June 1991..
 HJ0254
 HJ0254.The geoid height was determined by GEOID03.
 HJ0254
 HJ0254.The dynamic height is computed by dividing the NAVD 88
 HJ0254.geopotential number by the normal gravity value computed on the
 HJ0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0254.degrees latitude (g = 980.6199 gals.).
 HJ0254
 HJ0254.The modeled gravity was interpolated from observed gravity values.
 HJ0254
 HJ0254;                    North         East    Units  Estimated Accuracy
 HJ0254;SPC CO S     -   410,700.    1,168,700.      MT  (+/- 180 meters Scaled)
 HJ0254
 HJ0254                          SUPERSEDED SURVEY CONTROL
 HJ0254
 HJ0254.No superseded survey control is available for this station.
 HJ0254
 HJ0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB101624(NAD 83)
 HJ0254_MARKER: I = METAL ROD
 HJ0254_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 HJ0254_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HJ0254_STAMPING: J 433 1985
 HJ0254_MARK LOGO: NGS   
 HJ0254_PROJECTION: FLUSH
 HJ0254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HJ0254+STABILITY: POSITION/ELEVATION WELL
 HJ0254_ROD/PIPE-DEPTH: 11.0 meters
 HJ0254_SLEEVE-DEPTH  : 8.9 meters
 HJ0254
 HJ0254  HISTORY     - Date     Condition        Report By
 HJ0254  HISTORY     - 1985     MONUMENTED       NGS
 HJ0254
 HJ0254                          STATION DESCRIPTION
 HJ0254
 HJ0254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HJ0254'19.9 KM (12.35 MI) NORT FROM SPRINGFIELD.
 HJ0254'19.9 KM (12.35 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE
 HJ0254'COURTHOUSE IN SPRINGFIELD, 30.4 M (99.7 FT) SOUTH OF THE CENTER OF THE
 HJ0254'COUNTY ROAD TT, 22.4 M (73.5 FT) SOUTHWEST OF A UTILITY POLE, 21.8 M
 HJ0254'(71.5 FT) SOUTH OF A FENCE CORNER AND 21.4 M (70.2 FT) EAST OF THE
 HJ0254'CENTERLINE OF THE HIGHWAY. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 HJ0254'A 5-INCH LOGO CAP.
 HJ0254'THE MARK IS 0.7 METERS  W FROM  A WITNESS POST AND FENCE
 HJ0254'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0879 ***********************************************************************
 JK0879  DESIGNATION -  J 434
 JK0879  PID         -  JK0879
 JK0879  STATE/COUNTY-  CO/PUEBLO
 JK0879  USGS QUAD   -  NEPESTA (1960)
 JK0879
 JK0879                         *CURRENT SURVEY CONTROL
 JK0879  ___________________________________________________________________
 JK0879* NAD 83(1986)-  38 10 07.     (N)    104 08 35.     (W)     SCALED    
 JK0879* NAVD 88     -      1347.083  (meters)    4419.55   (feet)  ADJUSTED  
 JK0879  ___________________________________________________________________
 JK0879  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 JK0879  DYNAMIC HT  -        1345.713 (meters)    4415.06  (feet)  COMP
 JK0879  MODELED GRAV-     979,565.5   (mgal)                       NAVD 88
 JK0879
 JK0879  VERT ORDER  -  FIRST     CLASS II
 JK0879
 JK0879.The horizontal coordinates were scaled from a topographic map and have
 JK0879.an estimated accuracy of +/- 6 seconds.
 JK0879
 JK0879.The orthometric height was determined by differential leveling
 JK0879.and adjusted by the National Geodetic Survey in June 1991..
 JK0879
 JK0879.The geoid height was determined by GEOID03.
 JK0879
 JK0879.The dynamic height is computed by dividing the NAVD 88
 JK0879.geopotential number by the normal gravity value computed on the
 JK0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0879.degrees latitude (g = 980.6199 gals.).
 JK0879
 JK0879.The modeled gravity was interpolated from observed gravity values.
 JK0879
 JK0879;                    North         East    Units  Estimated Accuracy
 JK0879;SPC CO S     -   472,360.    1,033,300.      MT  (+/- 180 meters Scaled)
 JK0879
 JK0879                          SUPERSEDED SURVEY CONTROL
 JK0879
 JK0879.No superseded survey control is available for this station.
 JK0879
 JK0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC750248(NAD 83)
 JK0879_MARKER: I = METAL ROD
 JK0879_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK0879_SP_SET: STAINLESS STEEL ROD
 JK0879_STAMPING: J 434 1985
 JK0879_MARK LOGO: NGS   
 JK0879_PROJECTION: FLUSH
 JK0879_MAGNETIC: I = MARKER IS A STEEL ROD
 JK0879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0879+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1998
 JK0879_ROD/PIPE-DEPTH: 16.2 meters
 JK0879
 JK0879  HISTORY     - Date     Condition        Report By
 JK0879  HISTORY     - 1985     MONUMENTED       NGS
 JK0879  HISTORY     - 19980306 GOOD             CODOT
 JK0879
 JK0879                          STATION DESCRIPTION
 JK0879
 JK0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JK0879'39.9 KM (24.8 MI) WEST FROM ROCKY FORD.
 JK0879'33.2 KM (20.6 MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 JK0879'STATION IN ROCKY FORD, THENCE 6.7 KM (4.15 MI) NORTHWESTERLY ALONG
 JK0879'U.S. HIGHWAY 50, 32.0 M (105.0 FT) NORTH OF THE CENTERLINE OF THE
 JK0879'HIGHWAY, 17.3 M (56.8 FT) EAST OF THE CENTER OF NEPESTA ROAD, 14.9 M
 JK0879'(48.9 FT) WEST OF UTILITY POLE NUMBER 40 A, 4.2 M (13.8 FT) NORTHWEST
 JK0879'OF A FENCE CORNER, AND 3.3 M (10.8 FT) SOUTHEAST OF A FENCE CORNER.
 JK0879'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JK0879'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 JK0879'THE MARK IS 0.3 M ABOVE THE ROAD.
 JK0879
 JK0879                          STATION RECOVERY (1998)
 JK0879
 JK0879'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (PGG)
 JK0879'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0231 ***********************************************************************
 HJ0231  DESIGNATION -  J 435
 HJ0231  PID         -  HJ0231
 HJ0231  STATE/COUNTY-  CO/BACA
 HJ0231  USGS QUAD   -  CAMPO NE (1978)
 HJ0231
 HJ0231                         *CURRENT SURVEY CONTROL
 HJ0231  ___________________________________________________________________
 HJ0231* NAD 83(1986)-  37 12 52.     (N)    102 36 56.     (W)     SCALED    
 HJ0231* NAVD 88     -      1347.822  (meters)    4421.98   (feet)  ADJUSTED  
 HJ0231  ___________________________________________________________________
 HJ0231  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 HJ0231  DYNAMIC HT  -        1346.369 (meters)    4417.21  (feet)  COMP
 HJ0231  MODELED GRAV-     979,505.6   (mgal)                       NAVD 88
 HJ0231
 HJ0231  VERT ORDER  -  FIRST     CLASS II
 HJ0231
 HJ0231.The horizontal coordinates were scaled from a topographic map and have
 HJ0231.an estimated accuracy of +/- 6 seconds.
 HJ0231
 HJ0231.The orthometric height was determined by differential leveling
 HJ0231.and adjusted by the National Geodetic Survey in June 1991..
 HJ0231
 HJ0231.The geoid height was determined by GEOID03.
 HJ0231
 HJ0231.The dynamic height is computed by dividing the NAVD 88
 HJ0231.geopotential number by the normal gravity value computed on the
 HJ0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0231.degrees latitude (g = 980.6199 gals.).
 HJ0231
 HJ0231.The modeled gravity was interpolated from observed gravity values.
 HJ0231
 HJ0231;                    North         East    Units  Estimated Accuracy
 HJ0231;SPC CO S     -   369,550.    1,170,390.      MT  (+/- 180 meters Scaled)
 HJ0231
 HJ0231                          SUPERSEDED SURVEY CONTROL
 HJ0231
 HJ0231.No superseded survey control is available for this station.
 HJ0231
 HJ0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB115213(NAD 83)
 HJ0231_MARKER: I = METAL ROD
 HJ0231_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HJ0231_SP_SET: STAINLESS STEEL ROD
 HJ0231_STAMPING: J 435 1985
 HJ0231_MARK LOGO: NGS   
 HJ0231_PROJECTION: FLUSH
 HJ0231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HJ0231_ROD/PIPE-DEPTH: 5.8  meters
 HJ0231
 HJ0231  HISTORY     - Date     Condition        Report By
 HJ0231  HISTORY     - 1985     MONUMENTED       NGS
 HJ0231
 HJ0231                          STATION DESCRIPTION
 HJ0231
 HJ0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HJ0231'21.3 KM (13.25 MI) SOUT FROM SPRINGFIELD.
 HJ0231'21.3 KM (13.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE
 HJ0231'COURTHOUSE IN SPRINGFIELD, 0.7 KM (0.45 MI) SOUTH OF THE INTERSECTION
 HJ0231'OF COUNTY ROAD S, 0.9 KM (0.55 MI) NORTH OF THE INTERSECTION OF COUNTY
 HJ0231'ROAD R, 15.8 M (51.8 FT) WEST OF CENTERLINE OF THE HIGHWAY, 5.4 M
 HJ0231'(17.7 FT) SOUTH OF THE CENTER OF DRIVEWAY LEADING WEST TO SUNNY ACRES
 HJ0231'FARM, AND 1.1 M (3.6 FT) SOUT OF UTILITY POLE NUMBER 25544.
 HJ0231'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HJ0231'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 HJ0231'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0261 ***********************************************************************
 HJ0261  DESIGNATION -  J 436
 HJ0261  PID         -  HJ0261
 HJ0261  STATE/COUNTY-  CO/PROWERS
 HJ0261  USGS QUAD   -  TWO BUTTES RESERVOIR (1971)
 HJ0261
 HJ0261                         *CURRENT SURVEY CONTROL
 HJ0261  ___________________________________________________________________
 HJ0261* NAD 83(1986)-  37 43 24.     (N)    102 36 08.     (W)     SCALED    
 HJ0261* NAVD 88     -      1339.294  (meters)    4394.00   (feet)  ADJUSTED  
 HJ0261  ___________________________________________________________________
 HJ0261  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 HJ0261  DYNAMIC HT  -        1337.929 (meters)    4389.52  (feet)  COMP
 HJ0261  MODELED GRAV-     979,563.4   (mgal)                       NAVD 88
 HJ0261
 HJ0261  VERT ORDER  -  FIRST     CLASS II
 HJ0261
 HJ0261.The horizontal coordinates were scaled from a topographic map and have
 HJ0261.an estimated accuracy of +/- 6 seconds.
 HJ0261
 HJ0261.The orthometric height was determined by differential leveling
 HJ0261.and adjusted by the National Geodetic Survey in June 1991..
 HJ0261
 HJ0261.The geoid height was determined by GEOID03.
 HJ0261
 HJ0261.The dynamic height is computed by dividing the NAVD 88
 HJ0261.geopotential number by the normal gravity value computed on the
 HJ0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0261.degrees latitude (g = 980.6199 gals.).
 HJ0261
 HJ0261.The modeled gravity was interpolated from observed gravity values.
 HJ0261
 HJ0261;                    North         East    Units  Estimated Accuracy
 HJ0261;SPC CO S     -   426,040.    1,169,820.      MT  (+/- 180 meters Scaled)
 HJ0261
 HJ0261                          SUPERSEDED SURVEY CONTROL
 HJ0261
 HJ0261.No superseded survey control is available for this station.
 HJ0261
 HJ0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB113778(NAD 83)
 HJ0261_MARKER: I = METAL ROD
 HJ0261_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HJ0261_SP_SET: STAINLESS STEEL ROD
 HJ0261_STAMPING: J 436 1985
 HJ0261_MARK LOGO: NGS   
 HJ0261_PROJECTION: FLUSH
 HJ0261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HJ0261_ROD/PIPE-DEPTH: 5.5  meters
 HJ0261
 HJ0261  HISTORY     - Date     Condition        Report By
 HJ0261  HISTORY     - 1985     MONUMENTED       NGS
 HJ0261
 HJ0261                          STATION DESCRIPTION
 HJ0261
 HJ0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HJ0261'35.5 KM (22.05 MI) NORT FROM SPRINGFIELD.
 HJ0261'35.5 KM (22.05 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE
 HJ0261'COURTHOUSE IN SPRINGFIELD, 0.8 KM (0.5 MI) NORTH OF THE INTERSECTION
 HJ0261'OF COUNTY ROAD F, 0.6 KM (0.35 MI) NORTH OF MILEPOST 52, 40.9 M
 HJ0261'(134.2 FT) NORTH OF CENTER OF A DRIVEWAY LEADING TO THE PLEASANT
 HJ0261'HEIGHTS BAPTIST CHURCH,  25.9 M (85.0 FT) EAST OF THE CENTERLINE OF
 HJ0261'THE HIGHWAY, 2.9 M (9.5 FT) EAST OF A FENCE CORNER, AND 0.9 M (3.0 FT)
 HJ0261'WEST OF A UTILITY  POLE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 HJ0261'5-INCH LOGO CAP.
 HJ0261'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 HJ0261'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0408 ***********************************************************************
 HL0408  DESIGNATION -  J 437
 HL0408  PID         -  HL0408
 HL0408  STATE/COUNTY-  CO/SAN JUAN
 HL0408  USGS QUAD   -  SNOWDON PEAK (1972)
 HL0408
 HL0408                         *CURRENT SURVEY CONTROL
 HL0408  ___________________________________________________________________
 HL0408* NAD 83(1986)-  37 43 40.     (N)    107 44 51.     (W)     SCALED    
 HL0408* NAVD 88     -      3043.320  (meters)    9984.63   (feet)  ADJUSTED  
 HL0408  ___________________________________________________________________
 HL0408  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 HL0408  DYNAMIC HT  -        3038.895 (meters)    9970.11  (feet)  COMP
 HL0408  MODELED GRAV-     979,065.1   (mgal)                       NAVD 88
 HL0408
 HL0408  VERT ORDER  -  FIRST     CLASS II
 HL0408
 HL0408.The horizontal coordinates were scaled from a topographic map and have
 HL0408.an estimated accuracy of +/- 6 seconds.
 HL0408
 HL0408.The orthometric height was determined by differential leveling
 HL0408.and adjusted by the National Geodetic Survey in June 1991..
 HL0408
 HL0408.The geoid height was determined by GEOID03.
 HL0408
 HL0408.The dynamic height is computed by dividing the NAVD 88
 HL0408.geopotential number by the normal gravity value computed on the
 HL0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0408.degrees latitude (g = 980.6199 gals.).
 HL0408
 HL0408.The modeled gravity was interpolated from observed gravity values.
 HL0408
 HL0408;                    North         East    Units  Estimated Accuracy
 HL0408;SPC CO S     -   424,950.      716,300.      MT  (+/- 180 meters Scaled)
 HL0408
 HL0408                          SUPERSEDED SURVEY CONTROL
 HL0408
 HL0408.No superseded survey control is available for this station.
 HL0408
 HL0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB578791(NAD 83)
 HL0408_MARKER: DB = BENCH MARK DISK
 HL0408_SETTING: 66 = SET IN ROCK OUTCROP
 HL0408_SP_SET: ROCK OUTCROP
 HL0408_STAMPING: J 437 1985
 HL0408_MARK LOGO: NGS   
 HL0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0408
 HL0408  HISTORY     - Date     Condition        Report By
 HL0408  HISTORY     - 1985     MONUMENTED       NGS
 HL0408
 HL0408                          STATION DESCRIPTION
 HL0408
 HL0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0408'15.4 KM (9.55 MI) SOUTH FROM SILVERTON.
 HL0408'15.4 KM (9.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 HL0408'WITH STATE HIGHWAY 110 IN SILVERTON, SET VERTICALLY IN A LARGE EXPOSED
 HL0408'AREA OF BEDROCK IN A HIGHWAY CUT, 5.0 KM (3.1 MI) SOUTHWEST OF THE
 HL0408'SUMMIT OF MOLAS PASS, 17.7 M (58.1 FT) NORTH-NORTHEAST OF THE WEST END
 HL0408'OF A GUARDRAIL, AND 8.6 M (28.2 FT) NORTHEAST OF THE CENTERLINE OF THE
 HL0408'HIGHWAY.
 HL0408'THE MARK IS 0.6 METERS  NNE FROM  A WITNESS POST
 HL0408'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0368 ***********************************************************************
 HL0368  DESIGNATION -  J 438
 HL0368  PID         -  HL0368
 HL0368  STATE/COUNTY-  CO/LA PLATA
 HL0368  USGS QUAD   -  HERMOSA (1963)
 HL0368
 HL0368                         *CURRENT SURVEY CONTROL
 HL0368  ___________________________________________________________________
 HL0368* NAD 83(1986)-  37 24 02.     (N)    107 50 33.     (W)     SCALED    
 HL0368* NAVD 88     -      2008.063  (meters)    6588.12   (feet)  ADJUSTED  
 HL0368  ___________________________________________________________________
 HL0368  GEOID HEIGHT-         -17.74  (meters)                     GEOID03
 HL0368  DYNAMIC HT  -        2005.475 (meters)    6579.63  (feet)  COMP
 HL0368  MODELED GRAV-     979,270.8   (mgal)                       NAVD 88
 HL0368
 HL0368  VERT ORDER  -  FIRST     CLASS II
 HL0368
 HL0368.The horizontal coordinates were scaled from a topographic map and have
 HL0368.an estimated accuracy of +/- 6 seconds.
 HL0368
 HL0368.The orthometric height was determined by differential leveling
 HL0368.and adjusted by the National Geodetic Survey in June 1991..
 HL0368
 HL0368.The geoid height was determined by GEOID03.
 HL0368
 HL0368.The dynamic height is computed by dividing the NAVD 88
 HL0368.geopotential number by the normal gravity value computed on the
 HL0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0368.degrees latitude (g = 980.6199 gals.).
 HL0368
 HL0368.The modeled gravity was interpolated from observed gravity values.
 HL0368
 HL0368;                    North         East    Units  Estimated Accuracy
 HL0368;SPC CO S     -   388,850.      707,020.      MT  (+/- 180 meters Scaled)
 HL0368
 HL0368                          SUPERSEDED SURVEY CONTROL
 HL0368
 HL0368.No superseded survey control is available for this station.
 HL0368
 HL0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB483431(NAD 83)
 HL0368_MARKER: I = METAL ROD
 HL0368_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HL0368_SP_SET: STAINLESS STEEL ROD
 HL0368_STAMPING: J 438 1985
 HL0368_MARK LOGO: NGS   
 HL0368_PROJECTION: FLUSH
 HL0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0368_ROD/PIPE-DEPTH: 7.3  meters
 HL0368
 HL0368  HISTORY     - Date     Condition        Report By
 HL0368  HISTORY     - 1985     MONUMENTED       NGS
 HL0368
 HL0368                          STATION DESCRIPTION
 HL0368
 HL0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0368'11.2 KM (6.95 MI) NORTH FROM DURANGO.
 HL0368'11.2 KM (6.95 MI) NORTHERLY ALONG U.S. HIGHWAY 550 FROM THE DURANGO
 HL0368'COMMUNITY HOSPITAL IN DURANGO, 31.8 M (104.3 FT) NORTHWEST OF THE
 HL0368'CENTERLINE OF THE HIGHWAY, AND 9.7 M (31.8 FT) SOUTHWEST OF THE CENTER
 HL0368'OF A DRIVEWAY LEADING WEST.  NOTE--ACCESS TO DATUM POINT IS HAD
 HL0368'THROUGH A 5-INCH LOGO CAP.
 HL0368'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 HL0368'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0427 ***********************************************************************
 HL0427  DESIGNATION -  J 439
 HL0427  PID         -  HL0427
 HL0427  STATE/COUNTY-  CO/SAN JUAN
 HL0427  USGS QUAD   -  SILVERTON (1955)
 HL0427
 HL0427                         *CURRENT SURVEY CONTROL
 HL0427  ___________________________________________________________________
 HL0427* NAD 83(1986)-  37 49 18.     (N)    107 42 52.     (W)     SCALED    
 HL0427* NAVD 88     -      2943.314  (meters)    9656.52   (feet)  ADJUSTED  
 HL0427  ___________________________________________________________________
 HL0427  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 HL0427  DYNAMIC HT  -        2939.040 (meters)    9642.50  (feet)  COMP
 HL0427  MODELED GRAV-     979,070.9   (mgal)                       NAVD 88
 HL0427
 HL0427  VERT ORDER  -  FIRST     CLASS II
 HL0427
 HL0427.The horizontal coordinates were scaled from a topographic map and have
 HL0427.an estimated accuracy of +/- 6 seconds.
 HL0427
 HL0427.The orthometric height was determined by differential leveling
 HL0427.and adjusted by the National Geodetic Survey in June 1991..
 HL0427
 HL0427.The geoid height was determined by GEOID03.
 HL0427
 HL0427.The dynamic height is computed by dividing the NAVD 88
 HL0427.geopotential number by the normal gravity value computed on the
 HL0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0427.degrees latitude (g = 980.6199 gals.).
 HL0427
 HL0427.The modeled gravity was interpolated from observed gravity values.
 HL0427
 HL0427;                    North         East    Units  Estimated Accuracy
 HL0427;SPC CO S     -   435,300.      719,460.      MT  (+/- 180 meters Scaled)
 HL0427
 HL0427                          SUPERSEDED SURVEY CONTROL
 HL0427
 HL0427.No superseded survey control is available for this station.
 HL0427
 HL0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB610895(NAD 83)
 HL0427_MARKER: DB = BENCH MARK DISK
 HL0427_SETTING: 66 = SET IN ROCK OUTCROP
 HL0427_SP_SET: ROCK OUTCROP
 HL0427_STAMPING: J 439 1985
 HL0427_MARK LOGO: NGS   
 HL0427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0427
 HL0427  HISTORY     - Date     Condition        Report By
 HL0427  HISTORY     - 1985     MONUMENTED       NGS
 HL0427  HISTORY     - 19910708 GOOD             USPSQD
 HL0427
 HL0427                          STATION DESCRIPTION
 HL0427
 HL0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0427'4.6 KM (2.85 MI) NORTH FROM SILVERTON.
 HL0427'4.6 KM (2.85 MI) NORTHERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 HL0427'WITH STATE HIGHWAY 110 IN SILVERTON, 0.4 KM (0.25 MI) WEST OF MILEPOST
 HL0427'73, IN AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 9.1 M (29.9 FT)
 HL0427'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 8.7 M (28.5 FT) EAST OF
 HL0427'THE NORTH END OF AN 18-INCH PIPE CULVERT.
 HL0427'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 HL0427'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 HL0427
 HL0427                          STATION RECOVERY (1991)
 HL0427
 HL0427'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0422 ***********************************************************************
 LK0422  DESIGNATION -  J 439
 LK0422  PID         -  LK0422
 LK0422  STATE/COUNTY-  CO/LOGAN
 LK0422  USGS QUAD   -  ILIFF (1951)
 LK0422
 LK0422                         *CURRENT SURVEY CONTROL
 LK0422  ___________________________________________________________________
 LK0422* NAD 83(1992)-  40 47 24.07579(N)    103 06 50.23478(W)     ADJUSTED  
 LK0422* NAVD 88     -      1217.055  (meters)    3992.95   (feet)  ADJUSTED  
 LK0422  ___________________________________________________________________
 LK0422  X           -  -1,097,406.072 (meters)                     COMP
 LK0422  Y           -  -4,710,624.363 (meters)                     COMP
 LK0422  Z           -   4,145,578.665 (meters)                     COMP
 LK0422  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 LK0422  ELLIP HEIGHT-        1197.32  (meters)          (12/03/02) GPS OBS
 LK0422  GEOID HEIGHT-         -19.73  (meters)                     GEOID03
 LK0422  DYNAMIC HT  -        1216.183 (meters)    3990.09  (feet)  COMP
 LK0422  MODELED GRAV-     979,865.9   (mgal)                       NAVD 88
 LK0422
 LK0422  HORZ ORDER  -  FIRST
 LK0422  VERT ORDER  -  FIRST     CLASS II
 LK0422  ELLP ORDER  -  FOURTH    CLASS II
 LK0422
 LK0422.The horizontal coordinates were established by GPS observations
 LK0422.and adjusted by the National Geodetic Survey in July 1996..
 LK0422
 LK0422.The orthometric height was determined by differential leveling
 LK0422.and adjusted by the National Geodetic Survey in June 1991..
 LK0422
 LK0422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0422
 LK0422.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0422
 LK0422.The ellipsoidal height was determined by GPS observations
 LK0422.and is referenced to NAD 83.
 LK0422
 LK0422.The geoid height was determined by GEOID03.
 LK0422
 LK0422.The dynamic height is computed by dividing the NAVD 88
 LK0422.geopotential number by the normal gravity value computed on the
 LK0422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0422.degrees latitude (g = 980.6199 gals.).
 LK0422
 LK0422.The modeled gravity was interpolated from observed gravity values.
 LK0422
 LK0422;                    North         East     Units Scale Factor Converg.
 LK0422;SPC CO N     -   469,252.631 1,115,763.907   MT  1.00000109   +1 32 30.1
 LK0422;SPC CO N     - 1,539,539.67  3,660,635.42   sFT  1.00000109   +1 32 30.1
 LK0422;UTM  13      - 4,517,159.150   659,125.938   MT  0.99991167   +1 13 56.6
 LK0422
 LK0422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0422!SPC CO N     -   0.99981222  x   1.00000109  =   0.99981331
 LK0422!UTM  13      -   0.99981222  x   0.99991167  =   0.99972391
 LK0422
 LK0422                          SUPERSEDED SURVEY CONTROL
 LK0422
 LK0422  ELLIP H (10/08/96) 1197.36   (m)                       GP(       ) 1 1
 LK0422  ELLIP H (07/08/96) 1197.61   (m)                       GP(       ) 1 1
 LK0422  NAVD 88 (07/08/96) 1217.06   (m)         3993.0    (f) LEVELING    3  
 LK0422
 LK0422.Superseded values are not recommended for survey control.
 LK0422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0422.See file dsdata.txt to determine how the superseded data were derived.
 LK0422
 LK0422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF5912617159(NAD 83)
 LK0422_MARKER: I = METAL ROD
 LK0422_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0422_SP_SET: STAINLESS STEEL ROD
 LK0422_STAMPING: J 439 1985
 LK0422_MARK LOGO: NGS   
 LK0422_PROJECTION: FLUSH
 LK0422_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LK0422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0422+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1995
 LK0422_ROD/PIPE-DEPTH: 4.3  meters
 LK0422
 LK0422  HISTORY     - Date     Condition        Report By
 LK0422  HISTORY     - 1985     MONUMENTED       NGS
 LK0422  HISTORY     - 19950628 GOOD             MSAM
 LK0422
 LK0422                          STATION DESCRIPTION
 LK0422
 LK0422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LK0422'19.5 KM (12.1 MI) SOUTH FROM PEETZ.
 LK0422'0.24 KM (0.15 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE AT
 LK0422'PEETZ, THENCE 19.2 KM (11.9 MI) SOUTH ALONG STATE ROUTE 113, IN THE
 LK0422'NORTHWEST CORNER OF THE JUNCTION OF ROAD 50, 0.15 KM (0.09 MI) SOUTH
 LK0422'OF MILEPOST 4, 27.1 METERS (89 FT) WEST OF THE HIGHWAY CENTERLINE,
 LK0422'16.2 METERS (53 FT) NORTH OF THE CENTER OF THE ROAD, 5.2 METERS
 LK0422'(17 FT) NORTHWEST OF THE NORTHWEST POWER POLE AT A POWER LINE
 LK0422'CROSSING, 2.1 METERS (7 FT) NORTH OF A FENCE CORNER AND 0.3 METER (1
 LK0422'FT) EAST OF THE RIGHT OF WAY FENCE.  NOTE--ACCESS TO DATUM POINT IS
 LK0422'HAD THROUGH A 5-INCH LOGO CAP.
 LK0422'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LK0422'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 LK0422
 LK0422                          STATION RECOVERY (1995)
 LK0422
 LK0422'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0422'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0110 ***********************************************************************
 LM0110  DESIGNATION -  J 44
 LM0110  PID         -  LM0110
 LM0110  STATE/COUNTY-  CO/JACKSON
 LM0110  USGS QUAD   -  SPICER PEAK (1956)
 LM0110
 LM0110                         *CURRENT SURVEY CONTROL
 LM0110  ___________________________________________________________________
 LM0110* NAD 83(1986)-  40 27 39.     (N)    106 26 46.     (W)     SCALED    
 LM0110* NAVD 88     -      2564.634  (meters)    8414.14   (feet)  POSTED    
 LM0110  ___________________________________________________________________
 LM0110  GEOID HEIGHT-         -12.11  (meters)                     GEOID03
 LM0110  DYNAMIC HT  -        2561.860 (meters)    8405.04  (feet)  COMP
 LM0110  MODELED GRAV-     979,451.6   (mgal)                       NAVD 88
 LM0110
 LM0110  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LM0110
 LM0110.The horizontal coordinates were scaled from a topographic map and have
 LM0110.an estimated accuracy of +/- 6 seconds.
 LM0110
 LM0110.The orthometric height was determined by differential leveling
 LM0110.and adjusted by the National Geodetic Survey in 1992..
 LM0110.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LM0110.rate of 1.1 thru 2.0 mm/km.
 LM0110
 LM0110.The geoid height was determined by GEOID03.
 LM0110
 LM0110.The dynamic height is computed by dividing the NAVD 88
 LM0110.geopotential number by the normal gravity value computed on the
 LM0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0110.degrees latitude (g = 980.6199 gals.).
 LM0110
 LM0110.The modeled gravity was interpolated from observed gravity values.
 LM0110
 LM0110;                    North         East    Units  Estimated Accuracy
 LM0110;SPC CO N     -   430,420.      834,160.      MT  (+/- 180 meters Scaled)
 LM0110
 LM0110                          SUPERSEDED SURVEY CONTROL
 LM0110
 LM0110  NGVD 29 (??/??/92) 2563.229  (m)         8409.53   (f) ADJ UNCH    1 2
 LM0110
 LM0110.Superseded values are not recommended for survey control.
 LM0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0110.See file dsdata.txt to determine how the superseded data were derived.
 LM0110
 LM0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE773799(NAD 83)
 LM0110_MARKER: DB = BENCH MARK DISK
 LM0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0110_STAMPING: J 44 1934
 LM0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0110+STABILITY: SURFACE MOTION
 LM0110
 LM0110  HISTORY     - Date     Condition        Report By
 LM0110  HISTORY     - 1934     MONUMENTED       CGS
 LM0110  HISTORY     - 1953     POOR             USGS
 LM0110
 LM0110                          STATION DESCRIPTION
 LM0110
 LM0110'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 LM0110'10.9 MI S FROM HEBRON.
 LM0110'10.9 MILES SOUTH ALONG STATE HIGHWAY 14 FROM HEBRON, 170 FEET
 LM0110'NORTHWEST OF THE JUNCTION OF TWO FENCE LINES AND A ROW OF POLES, AND
 LM0110'32 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK
 LM0110'STAMPED J 44 1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- BENCH
 LM0110'MARK IS NOT FIRM IN THE GROUND.  THE DISK SHOWS EVIDENCE OF SOME HEAVY
 LM0110'OBJECT SCRAPING THE TOP OF IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1563 ***********************************************************************
 KK1563  DESIGNATION -  J 440
 KK1563  PID         -  KK1563
 KK1563  STATE/COUNTY-  CO/BOULDER
 KK1563  USGS QUAD   -  ELDORADO SPRINGS (1994)
 KK1563
 KK1563                         *CURRENT SURVEY CONTROL
 KK1563  ___________________________________________________________________
 KK1563* NAD 83(1986)-  39 59 45.     (N)    105 16 16.     (W)     SCALED    
 KK1563* NAVD 88     -      1674.148  (meters)    5492.60   (feet)  ADJUSTED  
 KK1563  ___________________________________________________________________
 KK1563  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 KK1563  DYNAMIC HT  -        1672.520 (meters)    5487.26  (feet)  COMP
 KK1563  MODELED GRAV-     979,595.4   (mgal)                       NAVD 88
 KK1563
 KK1563  VERT ORDER  -  FIRST     CLASS II
 KK1563
 KK1563.The horizontal coordinates were scaled from a topographic map and have
 KK1563.an estimated accuracy of +/- 6 seconds.
 KK1563
 KK1563.The orthometric height was determined by differential leveling
 KK1563.and adjusted by the National Geodetic Survey in June 1991..
 KK1563
 KK1563.The geoid height was determined by GEOID03.
 KK1563
 KK1563.The dynamic height is computed by dividing the NAVD 88
 KK1563.geopotential number by the normal gravity value computed on the
 KK1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1563.degrees latitude (g = 980.6199 gals.).
 KK1563
 KK1563.The modeled gravity was interpolated from observed gravity values.
 KK1563
 KK1563;                    North         East    Units  Estimated Accuracy
 KK1563;SPC CO N     -   378,380.      933,950.      MT  (+/- 180 meters Scaled)
 KK1563
 KK1563                          SUPERSEDED SURVEY CONTROL
 KK1563
 KK1563.No superseded survey control is available for this station.
 KK1563
 KK1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE768273(NAD 83)
 KK1563_MARKER: I = METAL ROD
 KK1563_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1563_SP_SET: STAINLESS STEEL ROD
 KK1563_STAMPING: J 440 1985
 KK1563_MARK LOGO: NGS   
 KK1563_PROJECTION: FLUSH
 KK1563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1563_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK1563+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2002
 KK1563_ROD/PIPE-DEPTH: 4.3  meters
 KK1563
 KK1563  HISTORY     - Date     Condition        Report By
 KK1563  HISTORY     - 1985     MONUMENTED       NGS
 KK1563  HISTORY     - 20000707 GOOD             NGS
 KK1563  HISTORY     - 20020325 GOOD             INDIV
 KK1563
 KK1563                          STATION DESCRIPTION
 KK1563
 KK1563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KK1563'IN BOULDER.
 KK1563'IN BOULDER, AT THE INTERSECTION OF 17TH STREET AND KING AVENUE, 14.1 M
 KK1563'(46.3 FT) EAST OF STREET LAMP POLE NUMBER 6956, 7.8 M (25.6 FT) SOUTH
 KK1563'OF THE CENTER OF THE AVENUE, 7.8 M (25.6 FT) EAST OF THE EXTENDED
 KK1563'CENTER OF THE STREET, 2.7 M (8.9 FT) WEST OF THE CENTER OF AN ENTRANCE
 KK1563'GATE TO A FREE SPACE AREA, AND 0.3 M (1.0 FT) NORTH OF A FENCE.
 KK1563'THE MARK IS 0.3 M ABOVE THE AVENUE.
 KK1563
 KK1563                          STATION RECOVERY (2000)
 KK1563
 KK1563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 KK1563'RECOVERED IN GOOD CONDITION.
 KK1563
 KK1563                          STATION RECOVERY (2002)
 KK1563
 KK1563'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JE)
 KK1563'MARK IS LOCATED IN BOULDER, COLORADO IN THE NW1/4 OF SECTION 6, T1S,
 KK1563'R70W, LYING ON THE APPROXIMATE SOUTHERLY R-O-W LINE OF KING AVENUE.
 KK1563' 
 KK1563'MARK IS LOCATED IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF KING
 KK1563'AVENUE AND 17TH STREET IN BOULDER.
 KK1563' 
 KK1563'MARK IS A STAINLESS STEEL ROD (DRIVEN TO THE DEPTH OF 4.3 METERS, PER
 KK1563'PREVIOUS DESCRIPTION), SET IN 5 INCH PVC W/ LOGO LID.  LOGO LID IS
 KK1563'INSCRIBED -J440 1985- AND IS SURROUNDED BY CONCRETE COLLAR.  LID IS
 KK1563'APPROXIMATELY 2 FEET ABOVE ASPHALT LEVEL OF KING AVENUE.
 KK1563'MARK APPEARS TO HAVE POOR CONDITIONS FOR GPS OBSERVATION, DUE TO
 KK1563'ADJACENT LARGE JUNIPER TREES.
 KK1563' 
 KK1563'MARK LIES-
 KK1563'10  EAST OF THE EASTERLY FLOWLINE OF 17TH STREET, EXTENDED SOUTHERLY,
 KK1563' 
 KK1563'8.5 FEET SOUTH FROM THE SOUTH EDGE OF PAVEMENT ON KING AVE.,
 KK1563'46.3 FEET EAST FROM A WOODEN LIGHT POLE,
 KK1563'56.7 FEET SW FROM A WATER METER SET IN CONCRETE SIDEWALK ON THE NORTH
 KK1563'SIDE OF 17TH ST.,
 KK1563'0.8 FEET NORTH OF AN EAST-WEST WIRE FENCE,
 KK1563'2.5 FEET WNW FROM THE WEST POST OF A STEEL EMERGENCY ACCESS GATE INTO
 KK1563'CITY OPEN SPACE PROPERTY,
 KK1563'30.6 FEET SE FROM THE SOUTHERLY OF TWO MANHOLES AT THE INTERSECTION OF
 KK1563'KING AVE. AND 17TH ST.
 KK1563' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0720 ***********************************************************************
 JJ0720  DESIGNATION -  J 440
 JJ0720  PID         -  JJ0720
 JJ0720  STATE/COUNTY-  CO/PROWERS
 JJ0720  USGS QUAD   -  HOLLY WEST (1976)
 JJ0720
 JJ0720                         *CURRENT SURVEY CONTROL
 JJ0720  ___________________________________________________________________
 JJ0720* NAD 83(1992)-  38 03 24.67890(N)    102 10 47.16089(W)     ADJUSTED  
 JJ0720* NAVD 88     -      1040.197  (meters)    3412.71   (feet)  ADJUSTED  
 JJ0720  ___________________________________________________________________
 JJ0720  X           -  -1,061,088.655 (meters)                     COMP
 JJ0720  Y           -  -4,916,133.675 (meters)                     COMP
 JJ0720  Z           -   3,911,041.523 (meters)                     COMP
 JJ0720  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 JJ0720  ELLIP HEIGHT-        1016.37  (meters)          (12/03/02) GPS OBS
 JJ0720  GEOID HEIGHT-         -23.84  (meters)                     GEOID03
 JJ0720  DYNAMIC HT  -        1039.225 (meters)    3409.52  (feet)  COMP
 JJ0720  MODELED GRAV-     979,659.5   (mgal)                       NAVD 88
 JJ0720
 JJ0720  HORZ ORDER  -  FIRST
 JJ0720  VERT ORDER  -  FIRST     CLASS II
 JJ0720  ELLP ORDER  -  FOURTH    CLASS II
 JJ0720
 JJ0720.The horizontal coordinates were established by GPS observations
 JJ0720.and adjusted by the National Geodetic Survey in April 1997..
 JJ0720
 JJ0720.The orthometric height was determined by differential leveling
 JJ0720.and adjusted by the National Geodetic Survey in June 1991..
 JJ0720
 JJ0720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JJ0720
 JJ0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0720
 JJ0720.The ellipsoidal height was determined by GPS observations
 JJ0720.and is referenced to NAD 83.
 JJ0720
 JJ0720.The geoid height was determined by GEOID03.
 JJ0720
 JJ0720.The dynamic height is computed by dividing the NAVD 88
 JJ0720.geopotential number by the normal gravity value computed on the
 JJ0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0720.degrees latitude (g = 980.6199 gals.).
 JJ0720
 JJ0720.The modeled gravity was interpolated from observed gravity values.
 JJ0720
 JJ0720;                    North         East     Units Scale Factor Converg.
 JJ0720;SPC CO S     -   464,268.502 1,205,725.710   MT  0.99995293   +2 02 11.6
 JJ0720;SPC CO S     - 1,523,187.58  3,955,785.10   sFT  0.99995293   +2 02 11.6
 JJ0720;UTM  13      - 4,215,879.008   747,441.851   MT  1.00035415   +1 44 21.8
 JJ0720
 JJ0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0720!SPC CO S     -   0.99984054  x   0.99995293  =   0.99979348
 JJ0720!UTM  13      -   0.99984054  x   1.00035415  =   1.00019464
 JJ0720
 JJ0720                          SUPERSEDED SURVEY CONTROL
 JJ0720
 JJ0720  ELLIP H (04/04/97) 1016.36   (m)                       GP(       ) 4 1
 JJ0720
 JJ0720.Superseded values are not recommended for survey control.
 JJ0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0720.See file dsdata.txt to determine how the superseded data were derived.
 JJ0720
 JJ0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC4744215879(NAD 83)
 JJ0720_MARKER: I = METAL ROD
 JJ0720_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JJ0720_SP_SET: STAINLESS STEEL ROD
 JJ0720_STAMPING: J 440 1986
 JJ0720_MARK LOGO: NGS   
 JJ0720_PROJECTION: FLUSH
 JJ0720_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JJ0720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0720+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1996
 JJ0720_ROD/PIPE-DEPTH: 13.3 meters
 JJ0720
 JJ0720  HISTORY     - Date     Condition        Report By
 JJ0720  HISTORY     - 1986     MONUMENTED       NGS
 JJ0720  HISTORY     - 19960327 GOOD             CODOT
 JJ0720
 JJ0720                          STATION DESCRIPTION
 JJ0720
 JJ0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JJ0720'12.1 KM (7.5 MI) EAST FROM GRANADA.
 JJ0720'12.15 KM (7.55 MI) EAST ALONG US HIGHWAY 50 FROM THE JUNCTION OF US
 JJ0720'HIGHWAY 385 AT GRANADA, 0.24 KM (0.15 MI) EAST OF HIGHWAY MILEPOST
 JJ0720'460, ALSO 5.1 KM (3.15 MI) WEST OF HOLLY, 17.9 METERS (58.7 FT) SOUTH
 JJ0720'OF THE HIGHWAY CENTERLINE, 3.9 METERS (12.8 FT) WEST OF THE CENTER OF
 JJ0720'A WIRE GATE, 3.4 METERS (11.3 FT) NORTH OF THE CENTER OF A CONCRETE
 JJ0720'DITCH AND 0.3 METER (0.9 FT) NORTH OF A FENCE.  NOTE--ACCESS TO DATUM
 JJ0720'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JJ0720'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JJ0720'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 JJ0720
 JJ0720                          STATION RECOVERY (1996)
 JJ0720
 JJ0720'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (JRZ)
 JJ0720'RECOVERED AS DESCRIBED.  FROM THE JUNCTION OF US HIGHWAYS 50 AND 385
 JJ0720'AT GRANADA, TAKE US HIGHWAY 50 EAST 12.15 KM (7.55 MI) .  STATION IS
 JJ0720'0.24 KM (0.15 MI) EAST OF MILEPOST 460, 17.9 M (58.73 FT) SOUTH OF THE
 JJ0720'HIGHWAY CENTERLINE, 3.9 M (12.80 FT) WEST OF THE CENTER OF A WIRE
 JJ0720'GATE, 3.4 M (11.15 FT) NORTH OF THE CENTER OF A CONCRETE DITCH, .03 M
 JJ0720'(0.10 FT) NORTH OF A FENCE, AND 0.3 M (0.98 FT) WEST OF A WITNESS
 JJ0720'POST.  ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP.  THE
 JJ0720'STATION IS 0.6 M (1.97 FT) BELOW THE HIGHWAY.  THE STATION WAS
 JJ0720'RECOVERED IN GOOD CONDITION IN MARCH 1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0390 ***********************************************************************
 HL0390  DESIGNATION -  J 441
 HL0390  PID         -  HL0390
 HL0390  STATE/COUNTY-  CO/SAN JUAN
 HL0390  USGS QUAD   -  ENGINEER MOUNTAIN (1975)
 HL0390
 HL0390                         *CURRENT SURVEY CONTROL
 HL0390  ___________________________________________________________________
 HL0390* NAD 83(1986)-  37 39 00.     (N)    107 48 28.     (W)     SCALED    
 HL0390* NAVD 88     -      2697.887  (meters)    8851.32   (feet)  ADJUSTED  
 HL0390  ___________________________________________________________________
 HL0390  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 HL0390  DYNAMIC HT  -        2694.109 (meters)    8838.92  (feet)  COMP
 HL0390  MODELED GRAV-     979,132.2   (mgal)                       NAVD 88
 HL0390
 HL0390  VERT ORDER  -  FIRST     CLASS II
 HL0390
 HL0390.The horizontal coordinates were scaled from a topographic map and have
 HL0390.an estimated accuracy of +/- 6 seconds.
 HL0390
 HL0390.The orthometric height was determined by differential leveling
 HL0390.and adjusted by the National Geodetic Survey in June 1991..
 HL0390
 HL0390.The geoid height was determined by GEOID03.
 HL0390
 HL0390.The dynamic height is computed by dividing the NAVD 88
 HL0390.geopotential number by the normal gravity value computed on the
 HL0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0390.degrees latitude (g = 980.6199 gals.).
 HL0390
 HL0390.The modeled gravity was interpolated from observed gravity values.
 HL0390
 HL0390;                    North         East    Units  Estimated Accuracy
 HL0390;SPC CO S     -   416,450.      710,780.      MT  (+/- 180 meters Scaled)
 HL0390
 HL0390                          SUPERSEDED SURVEY CONTROL
 HL0390
 HL0390.No superseded survey control is available for this station.
 HL0390
 HL0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB522706(NAD 83)
 HL0390_MARKER: DB = BENCH MARK DISK
 HL0390_SETTING: 66 = SET IN ROCK OUTCROP
 HL0390_SP_SET: ROCK OUTCROP
 HL0390_STAMPING: J 441 1985
 HL0390_MARK LOGO: NGS   
 HL0390_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0390+STABILITY: POSITION/ELEVATION WELL
 HL0390
 HL0390  HISTORY     - Date     Condition        Report By
 HL0390  HISTORY     - 1985     MONUMENTED       NGS
 HL0390  HISTORY     - 19910709 GOOD             USPSQD
 HL0390
 HL0390                          STATION DESCRIPTION
 HL0390
 HL0390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0390'31.9 KM (19.8 MI) SOUTH FROM SILVERTON.
 HL0390'31.9 KM (19.8 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 HL0390'WITH STATE HIGHWAY 110 IN SILVERTON, NEAR THE CENTER OF A 3- BY 6-FOOT
 HL0390'EXPOSED AREA OF BEDROCK, 0.4 KM (0.25 MI) SOUTH OF THE ENTRANCE TO THE
 HL0390'CASCADE VILLAGE CONDOMINIUMS, 16.4 M (53.8 FT) NORTHWEST OF A UTILITY
 HL0390'POLE, 14.1 M (46.3 FT) WEST OF A FENCE, AND 8.9 M (29.2 FT) EAST OF
 HL0390'THE CENTERLINE OF THE HIGHWAY.
 HL0390'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 HL0390'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 HL0390
 HL0390                          STATION RECOVERY (1991)
 HL0390
 HL0390'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0390'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0470 ***********************************************************************
 LK0470  DESIGNATION -  J 442
 LK0470  PID         -  LK0470
 LK0470  STATE/COUNTY-  CO/LOGAN
 LK0470  USGS QUAD   -  ILIFF (1951)
 LK0470
 LK0470                         *CURRENT SURVEY CONTROL
 LK0470  ___________________________________________________________________
 LK0470* NAD 83(1992)-  40 46 33.42086(N)    103 01 40.24539(W)     ADJUSTED  
 LK0470* NAVD 88     -      1162.903  (meters)    3815.29   (feet)  ADJUSTED  
 LK0470  ___________________________________________________________________
 LK0470  X           -  -1,090,546.232 (meters)                     COMP
 LK0470  Y           -  -4,713,222.822 (meters)                     COMP
 LK0470  Z           -   4,144,359.832 (meters)                     COMP
 LK0470  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 LK0470  ELLIP HEIGHT-        1143.03  (meters)          (12/03/02) GPS OBS
 LK0470  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 LK0470  DYNAMIC HT  -        1162.075 (meters)    3812.57  (feet)  COMP
 LK0470  MODELED GRAV-     979,872.5   (mgal)                       NAVD 88
 LK0470
 LK0470  HORZ ORDER  -  FIRST
 LK0470  VERT ORDER  -  FIRST     CLASS II
 LK0470  ELLP ORDER  -  FOURTH    CLASS II
 LK0470
 LK0470.The horizontal coordinates were established by GPS observations
 LK0470.and adjusted by the National Geodetic Survey in July 1996..
 LK0470
 LK0470.The orthometric height was determined by differential leveling
 LK0470.and adjusted by the National Geodetic Survey in June 1991..
 LK0470
 LK0470.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0470
 LK0470.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0470
 LK0470.The ellipsoidal height was determined by GPS observations
 LK0470.and is referenced to NAD 83.
 LK0470
 LK0470.The geoid height was determined by GEOID03.
 LK0470
 LK0470.The dynamic height is computed by dividing the NAVD 88
 LK0470.geopotential number by the normal gravity value computed on the
 LK0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0470.degrees latitude (g = 980.6199 gals.).
 LK0470
 LK0470.The modeled gravity was interpolated from observed gravity values.
 LK0470
 LK0470;                    North         East     Units Scale Factor Converg.
 LK0470;SPC CO N     -   467,889.739 1,123,072.414   MT  0.99999881   +1 35 50.4
 LK0470;SPC CO N     - 1,535,068.25  3,684,613.41   sFT  0.99999881   +1 35 50.4
 LK0470;UTM  13      - 4,515,756.945   666,426.446   MT  0.99994092   +1 17 17.9
 LK0470
 LK0470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0470!SPC CO N     -   0.99982073  x   0.99999881  =   0.99981954
 LK0470!UTM  13      -   0.99982073  x   0.99994092  =   0.99976166
 LK0470
 LK0470                          SUPERSEDED SURVEY CONTROL
 LK0470
 LK0470  ELLIP H (10/08/96) 1143.06   (m)                       GP(       ) 1 1
 LK0470  ELLIP H (07/08/96) 1143.33   (m)                       GP(       ) 1 1
 LK0470  NAVD 88 (07/08/96) 1162.90   (m)         3815.3    (f) LEVELING    3  
 LK0470
 LK0470.Superseded values are not recommended for survey control.
 LK0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0470.See file dsdata.txt to determine how the superseded data were derived.
 LK0470
 LK0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6642615757(NAD 83)
 LK0470_MARKER: I = METAL ROD
 LK0470_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0470_SP_SET: STAINLESS STEEL ROD
 LK0470_STAMPING: J 442 1986
 LK0470_MARK LOGO: NGS   
 LK0470_PROJECTION: RECESSED 5 CENTIMETERS
 LK0470_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LK0470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0470+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1995
 LK0470_ROD/PIPE-DEPTH: 14.9 meters
 LK0470
 LK0470  HISTORY     - Date     Condition        Report By
 LK0470  HISTORY     - 1986     MONUMENTED       NGS
 LK0470  HISTORY     - 19950628 GOOD             MSAM
 LK0470
 LK0470                          STATION DESCRIPTION
 LK0470
 LK0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LK0470'4.0 KM (2.5 MI) NE FROM ILIFF.
 LK0470'1 BLOCK SOUTH ALONG A DIRT STREET FROM THE POST OFFICE IN ILIFF,
 LK0470'THENCE 4.0 KM (2.5 MI) NORTHEAST ALONG US HIGHWAY 138, AT ROAD 57.5
 LK0470'LEADING NORTH, 45.1 METERS (148 FT) NORTH OF THE HIGHWAY CENTERLINE,
 LK0470'8.2 METERS (27 FT) EAST OF THE CENTER OF A GRAVEL ROAD (ROAD 57.5),
 LK0470'6.1 METERS (20 FT) NORTH OF THE CENTER OF A WIRE GATE LEADING TO A
 LK0470'FIELD, 0.30 METER (1 FT) WEST OF A WIRE FENCE LINE, 29.9 METERS (98
 LK0470'FT) NORTH OF A CORNER FENCE POST AND 32.9 METERS (108 FT) NORTH OF THE
 LK0470'EAST END OF A 18-INCH METAL PIPE CULVERT.  NOTE--ACCESS TO DATUM POINT
 LK0470'IS HAD THROUGH A 5-INCH LOGO CAP.
 LK0470'THE MARK IS 0.15 METERS  W FROM  A WITNESS POST
 LK0470'THE MARK IS ABOVE LEVEL WITH ROAD 57.5.
 LK0470
 LK0470                          STATION RECOVERY (1995)
 LK0470
 LK0470'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0470'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0438 ***********************************************************************
 LK0438  DESIGNATION -  J 443
 LK0438  PID         -  LK0438
 LK0438  STATE/COUNTY-  CO/SEDGWICK
 LK0438  USGS QUAD   -  JULESBURG (1984)
 LK0438
 LK0438                         *CURRENT SURVEY CONTROL
 LK0438  ___________________________________________________________________
 LK0438* NAD 83(1986)-  40 58 05.     (N)    102 19 28.     (W)     SCALED    
 LK0438* NAVD 88     -      1071.306  (meters)    3514.78   (feet)  ADJUSTED  
 LK0438  ___________________________________________________________________
 LK0438  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 LK0438  DYNAMIC HT  -        1070.602 (meters)    3512.47  (feet)  COMP
 LK0438  MODELED GRAV-     979,930.5   (mgal)                       NAVD 88
 LK0438
 LK0438  VERT ORDER  -  FIRST     CLASS II
 LK0438
 LK0438.The horizontal coordinates were scaled from a topographic map and have
 LK0438.an estimated accuracy of +/- 6 seconds.
 LK0438
 LK0438.The orthometric height was determined by differential leveling
 LK0438.and adjusted by the National Geodetic Survey in June 1991..
 LK0438
 LK0438.The geoid height was determined by GEOID03.
 LK0438
 LK0438.The dynamic height is computed by dividing the NAVD 88
 LK0438.geopotential number by the normal gravity value computed on the
 LK0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0438.degrees latitude (g = 980.6199 gals.).
 LK0438
 LK0438.The modeled gravity was interpolated from observed gravity values.
 LK0438
 LK0438;                    North         East    Units  Estimated Accuracy
 LK0438;SPC CO N     -   491,100.    1,181,660.      MT  (+/- 180 meters Scaled)
 LK0438
 LK0438                          SUPERSEDED SURVEY CONTROL
 LK0438
 LK0438  NGVD 29 (02/14/92) 1070.843  (m)         3513.26   (f) ADJUSTED    1 2
 LK0438
 LK0438.Superseded values are not recommended for survey control.
 LK0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0438.See file dsdata.txt to determine how the superseded data were derived.
 LK0438
 LK0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF251386(NAD 83)
 LK0438_MARKER: I = METAL ROD
 LK0438_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0438_SP_SET: STAINLESS STEEL ROD
 LK0438_STAMPING: J 443 1986
 LK0438_MARK LOGO: NGS   
 LK0438_PROJECTION: FLUSH
 LK0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0438_ROD/PIPE-DEPTH: 26.8 meters
 LK0438
 LK0438  HISTORY     - Date     Condition        Report By
 LK0438  HISTORY     - 1986     MONUMENTED       NGS
 LK0438
 LK0438                          STATION DESCRIPTION
 LK0438
 LK0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LK0438'6.0 KM (3.7 MI) EAST FROM OVID.
 LK0438'6.0 KM (3.7 MI) EAST ALONG US HIGHWAY 138 FROM THE POST OFFICE IN
 LK0438'OVID, AT THE JUNCTION OF ROAD 32 AND ROAD 35 LEADING SOUTH, BETWEEN
 LK0438'TWO WITNESS POSTS, ALSO 6.5 KM (4.0 MI) WEST ALONG US HIGHWAY 138 FROM
 LK0438'THE JUNCTION OF US HIGHWAY 385 SOUTH IN JULESBURG, 18.9 METERS (62 FT)
 LK0438'SOUTHEAST OF THE HIGHWAY CENTERLINE, 33.5 METERS (110 FT)
 LK0438'EAST-NORTHEAST OF THE CENTER OF THE ROAD JUNCTION, 10.1 METERS (33 FT)
 LK0438'NORTHWEST OF THE CENTER OF A TRACK FIELD ROAD, 4.3 METERS (14 FT) EAST
 LK0438'OF A TELEPHONE JUNCTION BOX, 3.5 METERS (11.4 FT) EAST-SOUTHEAST OF A
 LK0438'GUYED POWER LINE POLE AND 0.73 METERS (2.4 FT) SOUTHWEST OF A DOUBLED
 LK0438'GUYED POWER LINE POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LK0438'5-INCH LOGO CAP.
 LK0438'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LK0438'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4240 ***********************************************************************
 DF4240  DESIGNATION -  J 445
 DF4240  PID         -  DF4240
 DF4240  STATE/COUNTY-  CO/CLEAR CREEK
 DF4240  USGS QUAD   -  EMPIRE (1974)
 DF4240
 DF4240                         *CURRENT SURVEY CONTROL
 DF4240  ___________________________________________________________________
 DF4240* NAD 83(1986)-  39 45 41.     (N)    105 41 03.     (W)     SCALED    
 DF4240* NAVD 88     -      2628.569  (meters)    8623.90   (feet)  ADJUSTED  
 DF4240  ___________________________________________________________________
 DF4240  GEOID HEIGHT-         -12.49  (meters)                     GEOID03
 DF4240  DYNAMIC HT  -        2625.467 (meters)    8613.72  (feet)  COMP
 DF4240  MODELED GRAV-     979,351.4   (mgal)                       NAVD 88
 DF4240
 DF4240  VERT ORDER  -  FIRST     CLASS II
 DF4240
 DF4240.The horizontal coordinates were scaled from a topographic map and have
 DF4240.an estimated accuracy of +/- 6 seconds.
 DF4240
 DF4240.The orthometric height was determined by differential leveling
 DF4240.and adjusted by the National Geodetic Survey in November 2003..
 DF4240
 DF4240.The geoid height was determined by GEOID03.
 DF4240
 DF4240.The dynamic height is computed by dividing the NAVD 88
 DF4240.geopotential number by the normal gravity value computed on the
 DF4240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4240.degrees latitude (g = 980.6199 gals.).
 DF4240
 DF4240.The modeled gravity was interpolated from observed gravity values.
 DF4240
 DF4240;                    North         East    Units  Estimated Accuracy
 DF4240;SPC CO C     -   518,850.      898,620.      MT  (+/- 180 meters Scaled)
 DF4240
 DF4240                          SUPERSEDED SURVEY CONTROL
 DF4240
 DF4240.No superseded survey control is available for this station.
 DF4240
 DF4240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE413014(NAD 83)
 DF4240_MARKER: DV = VERTICAL CONTROL DISK
 DF4240_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF4240_SP_SET: BRIDGE ABUTMENT
 DF4240_STAMPING: J 445 2000
 DF4240_MARK LOGO: NGS   
 DF4240_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4240+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2000
 DF4240
 DF4240  HISTORY     - Date     Condition        Report By
 DF4240  HISTORY     - 20000516 MONUMENTED       NGS
 DF4240
 DF4240                          STATION DESCRIPTION
 DF4240
 DF4240'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 DF4240'THE STATION IS LOCATED IN THE TOWN OF EMPIRE, IN THE NORTHWEST 1/4
 DF4240'OF SECTION 28, T 3 S, R 74 W, AT U. S. HIGHWAY 40 MILEPOST 256.1.
 DF4240'OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION RIGHT-OF-WAY.
 DF4240' 
 DF4240'TO REACH THE STATION FROM THE POST OFFICE IN EMPIRE, GO EAST ON U.
 DF4240'S. HIGHWAY 40 FOR 0.05 MI TO THE STATION ON THE LEFT IN AN ABUTMENT
 DF4240'FOR A CULVERT ON LION CREEK.
 DF4240' 
 DF4240'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE WEST END
 DF4240'OF A 3 M LONG NORTHWEST ABUTMENT FOR LION CREEK WHERE IT
 DF4240'CROSSES U. S. HIGHWAY 40. IT IS 18.1 M WEST FROM A LIGHT POLE, 13.1 M
 DF4240'WEST FROM THE EXTENDED CENTER LINE OF FREEMAN STREET AND THE
 DF4240'ENTRANCE TO THE PECK HOUSE, 10.5 M NORTH FROM THE CENTER LINE OF
 DF4240'U. S. HIGHWAY 40, 10.3 M EAST-SOUTHEAST FOR THE SOUTHEAST CORNER
 DF4240'OF RED MAN HALL, 1.9 M EAST FROM THE EASTERN MOST ONE OF TWO FLAG
 DF4240'POLES AND ABOUT THE SAME ELEVATION AS THE HIGHWAY.
 DF4240'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4225 ***********************************************************************
 DF4225  DESIGNATION -  J 447
 DF4225  PID         -  DF4225
 DF4225  STATE/COUNTY-  CO/CLEAR CREEK
 DF4225  USGS QUAD   -  SQUAW PASS (1974)
 DF4225
 DF4225                         *CURRENT SURVEY CONTROL
 DF4225  ___________________________________________________________________
 DF4225* NAD 83(1986)-  39 43 18.     (N)    105 24 35.     (W)     SCALED    
 DF4225* NAVD 88     -      2403.918  (meters)    7886.85   (feet)  ADJUSTED  
 DF4225  ___________________________________________________________________
 DF4225  GEOID HEIGHT-         -13.80  (meters)                     GEOID03
 DF4225  DYNAMIC HT  -        2401.324 (meters)    7878.34  (feet)  COMP
 DF4225  MODELED GRAV-     979,460.0   (mgal)                       NAVD 88
 DF4225
 DF4225  VERT ORDER  -  FIRST     CLASS II
 DF4225
 DF4225.The horizontal coordinates were scaled from a topographic map and have
 DF4225.an estimated accuracy of +/- 6 seconds.
 DF4225
 DF4225.The orthometric height was determined by differential leveling
 DF4225.and adjusted by the National Geodetic Survey in November 2003..
 DF4225
 DF4225.The geoid height was determined by GEOID03.
 DF4225
 DF4225.The dynamic height is computed by dividing the NAVD 88
 DF4225.geopotential number by the normal gravity value computed on the
 DF4225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4225.degrees latitude (g = 980.6199 gals.).
 DF4225
 DF4225.The modeled gravity was interpolated from observed gravity values.
 DF4225
 DF4225;                    North         East    Units  Estimated Accuracy
 DF4225;SPC CO C     -   514,430.      922,140.      MT  (+/- 180 meters Scaled)
 DF4225
 DF4225                          SUPERSEDED SURVEY CONTROL
 DF4225
 DF4225.No superseded survey control is available for this station.
 DF4225
 DF4225_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD648969(NAD 83)
 DF4225_MARKER: DV = VERTICAL CONTROL DISK
 DF4225_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF4225_SP_SET: OVERPASS
 DF4225_STAMPING: J 447 2000
 DF4225_MARK LOGO: NGS   
 DF4225_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4225+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2005
 DF4225
 DF4225  HISTORY     - Date     Condition        Report By
 DF4225  HISTORY     - 20000726 MONUMENTED       NGS
 DF4225  HISTORY     - 20050302 GOOD             NGS
 DF4225
 DF4225                          STATION DESCRIPTION
 DF4225
 DF4225'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 DF4225'THE STATION IS LOCATED ABOUT 2.45 MI SOUTHEAST OF THE INTERSECTION
 DF4225'OF INTERSTATE 70 AND U. S. HIGHWAY 6 AND 0.63 MI WEST OF THE
 DF4225'JEFFERSON-CLEAR CREEK COUNTY LINE, IN THE SOUTHEAST 1/4 OF
 DF4225'SECTION 2, T 4 S, R 72 W, AT INTERSTATE 70 MILEPOST 246.55.
 DF4225'OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION RIGHT-OF-WAY.
 DF4225' 
 DF4225'TO REACH THE STATION FROM INTERSTATE 70 AND THE OVERPASS FOR
 DF4225'EXIT 247, WEST BEAVER BROOK, FLOYD HILL EXIT, GO TO THE NORTHWEST
 DF4225'CORNER OF THE OVERPASS AND THE MARK.
 DF4225' 
 DF4225'THE MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE NORTHWEST
 DF4225'CORNER OF THE OVERPASS OF INTERSTATE 70, STRUCTURE NUMBER
 DF4225'--F-15-CA--. IT IS 48.3 M SOUTH FROM THE CENTER LINE OF U. S. HIGHWAY
 DF4225'40,
 DF4225'8.25 M SOUTH FROM A LIGHT POST, 6.60 M WEST FROM THE CENTER LINE OF
 DF4225'THE OVERPASS ROAD, 3.55 M NORTH FROM A CDOH BRASS DISK
 DF4225'STAMPED--7883.45--, 1.5 M SOUTHEAST FROM A WITNESS POST, 0.95 M
 DF4225'SOUTH FROM THE END OF THE NORTHWEST CORNER OF THE OVERPASS,
 DF4225'ABOUT THE SAME ELEVATION AS THE OVERPASS ROAD AND JUST WEST OF
 DF4225'THE GUARD RAIL.
 DF4225' 
 DF4225' 
 DF4225' 
 DF4225' 
 DF4225'
 DF4225
 DF4225                          STATION RECOVERY (2005)
 DF4225
 DF4225'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 DF4225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5563 ***********************************************************************
 DF5563  DESIGNATION -  J 448
 DF5563  PID         -  DF5563
 DF5563  STATE/COUNTY-  CO/SUMMIT
 DF5563  USGS QUAD   -  VAIL PASS (1987)
 DF5563
 DF5563                         *CURRENT SURVEY CONTROL
 DF5563  ___________________________________________________________________
 DF5563* NAD 83(1986)-  39 30 01.     (N)    106 09 47.     (W)     SCALED    
 DF5563* NAVD 88     -      2990.887  (meters)    9812.60   (feet)  ADJUSTED  
 DF5563  ___________________________________________________________________
 DF5563  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 DF5563  DYNAMIC HT  -        2987.017 (meters)    9799.90  (feet)  COMP
 DF5563  MODELED GRAV-     979,224.4   (mgal)                       NAVD 88
 DF5563
 DF5563  VERT ORDER  -  FIRST     CLASS II
 DF5563
 DF5563.The horizontal coordinates were scaled from a topographic map and have
 DF5563.an estimated accuracy of +/- 6 seconds.
 DF5563
 DF5563.The orthometric height was determined by differential leveling
 DF5563.and adjusted by the National Geodetic Survey in November 2003..
 DF5563
 DF5563.The geoid height was determined by GEOID03.
 DF5563
 DF5563.The dynamic height is computed by dividing the NAVD 88
 DF5563.geopotential number by the normal gravity value computed on the
 DF5563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5563.degrees latitude (g = 980.6199 gals.).
 DF5563
 DF5563.The modeled gravity was interpolated from observed gravity values.
 DF5563
 DF5563;                    North         East    Units  Estimated Accuracy
 DF5563;SPC CO C     -   490,060.      857,370.      MT  (+/- 180 meters Scaled)
 DF5563
 DF5563                          SUPERSEDED SURVEY CONTROL
 DF5563
 DF5563.No superseded survey control is available for this station.
 DF5563
 DF5563_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD000729(NAD 83)
 DF5563_MARKER: DV = VERTICAL CONTROL DISK
 DF5563_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DF5563_SP_SET: BRIDGE
 DF5563_STAMPING: J 448 2001
 DF5563_MARK LOGO: NGS   
 DF5563_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5563+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2001
 DF5563
 DF5563  HISTORY     - Date     Condition        Report By
 DF5563  HISTORY     - 20010724 MONUMENTED       NGS
 DF5563
 DF5563                          STATION DESCRIPTION
 DF5563
 DF5563'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5563'THE STATION IS LOCATED ABOUT 3.5 MI SOUTHEAST OF VAIL PASS, 1.15 MI
 DF5563'WEST-SOUTHWEST OF THE
 DF5563'COPPER MOUNTAIN-LEADVILLE EXIT 195 OF INTERSTATE 70 AND IN COPPER
 DF5563'MOUNTAIN.
 DF5563'OWNERSHIP--COPPER MOUNTAIN SKI RESORT.
 DF5563' 
 DF5563'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 91 AND THE
 DF5563'ENTRANCE TO
 DF5563'COPPER MOUNTAIN SKI RESORT, GO WEST ON COPPER ROAD FOR 1.0 MI TO THE
 DF5563'END OF COPPER
 DF5563'ROAD AND A FORK IN THE ROAD. TAKE THE RIGHT FORK, SOUTHWEST, BEELER
 DF5563'ROAD, FOR 0.3 MI TO
 DF5563'THE STATION AT A BRIDGE OVER WEST TENMILE CREEK AND A LARGE TRAFFIC
 DF5563'CIRCLE.
 DF5563' 
 DF5563'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF THE
 DF5563'NORTHWEST CORNER OF
 DF5563'A CONCRETE BRIDGE OVER WEST TENMILE CREEK. THE BRIDGE IS 6 M LONG AND
 DF5563'HAS A TAN AND
 DF5563'GREEN WOODEN RAILING 1.1 M HIGH AROUND IT AND WITH A WITNESS POST SIGN
 DF5563'ATTACHED. IT IS
 DF5563'11.0 M SOUTH-SOUTHEAST FROM THE CENTER OF AN ELECTRICAL VAULT NUMBER
 DF5563'--29/06--, 8.7 M
 DF5563'WEST-SOUTHWEST FROM A PHONE RISER BOX NUMBER --S 302--, 7.1 M SOUTH
 DF5563'FROM THE CENTER OF
 DF5563'VAIL PASS BIKE TRAIL, 3.8 M WEST FROM THE CENTER OF A ROAD TO THE
 DF5563'SCHOOL HOUSE AND UNION
 DF5563'CREEK AT THE BASE OF COPPER MOUNTAIN SKI AREA AND AT THE END OF BUS
 DF5563'TRAVEL.
 DF5563'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5479 ***********************************************************************
 DF5479  DESIGNATION -  J 449
 DF5479  PID         -  DF5479
 DF5479  STATE/COUNTY-  CO/CLEAR CREEK
 DF5479  USGS QUAD   -  GEORGETOWN (1974)
 DF5479
 DF5479                         *CURRENT SURVEY CONTROL
 DF5479  ___________________________________________________________________
 DF5479* NAD 83(1992)-  39 43 31.19338(N)    105 41 33.47590(W)     ADJUSTED  
 DF5479* NAVD 88     -      2577.041  (meters)    8454.84   (feet)  ADJUSTED  
 DF5479  ___________________________________________________________________
 DF5479  X           -  -1,329,183.678 (meters)                     COMP
 DF5479  Y           -  -4,731,056.834 (meters)                     COMP
 DF5479  Z           -   4,056,215.686 (meters)                     COMP
 DF5479  LAPLACE CORR-          -5.89  (seconds)                    DEFLEC99
 DF5479  ELLIP HEIGHT-        2564.61  (meters)          (10/27/04) GPS OBS
 DF5479  GEOID HEIGHT-         -12.42  (meters)                     GEOID03
 DF5479  DYNAMIC HT  -        2573.987 (meters)    8444.82  (feet)  COMP
 DF5479  MODELED GRAV-     979,348.5   (mgal)                       NAVD 88
 DF5479
 DF5479  HORZ ORDER  -  FIRST
 DF5479  VERT ORDER  -  FIRST     CLASS II
 DF5479  ELLP ORDER  -  FOURTH    CLASS II
 DF5479
 DF5479.The horizontal coordinates were established by GPS observations
 DF5479.and adjusted by the MOUNTAIN SURVEYING in October 2004..
 DF5479
 DF5479.The orthometric height was determined by differential leveling
 DF5479.and adjusted by the National Geodetic Survey in November 2003..
 DF5479
 DF5479.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5479
 DF5479.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5479
 DF5479.The ellipsoidal height was determined by GPS observations
 DF5479.and is referenced to NAD 83.
 DF5479
 DF5479.The geoid height was determined by GEOID03.
 DF5479
 DF5479.The dynamic height is computed by dividing the NAVD 88
 DF5479.geopotential number by the normal gravity value computed on the
 DF5479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5479.degrees latitude (g = 980.6199 gals.).
 DF5479
 DF5479.The modeled gravity was interpolated from observed gravity values.
 DF5479
 DF5479;                    North         East     Units Scale Factor Converg.
 DF5479;SPC CO C     -   514,850.579   897,886.596   MT  0.99999521   -0 07 17.4
 DF5479;SPC CO C     - 1,689,138.94  2,945,816.27   sFT  0.99999521   -0 07 17.4
 DF5479;UTM  13      - 4,397,501.736   440,640.652   MT  0.99964338   -0 26 33.6
 DF5479
 DF5479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5479!SPC CO C     -   0.99959782  x   0.99999521  =   0.99959303
 DF5479!UTM  13      -   0.99959782  x   0.99964338  =   0.99924134
 DF5479
 DF5479                          SUPERSEDED SURVEY CONTROL
 DF5479
 DF5479  NAVD 88 (10/27/04) 2577.04   (m)         8454.8    (f) LEVELING    3  
 DF5479
 DF5479.Superseded values are not recommended for survey control.
 DF5479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5479.See file dsdata.txt to determine how the superseded data were derived.
 DF5479
 DF5479_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD4064197502(NAD 83)
 DF5479_MARKER: DV = VERTICAL CONTROL DISK
 DF5479_SETTING: 80 = SET IN A BOULDER
 DF5479_STAMPING: J 449 2001
 DF5479_MARK LOGO: NGS   
 DF5479_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5479+STABILITY: SURFACE MOTION
 DF5479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5479+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 DF5479
 DF5479  HISTORY     - Date     Condition        Report By
 DF5479  HISTORY     - 20010817 MONUMENTED       NGS
 DF5479  HISTORY     - 20040130 GOOD             MSAM
 DF5479
 DF5479                          STATION DESCRIPTION
 DF5479
 DF5479'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5479'THE STATION IS LOCATED IN THE TOWN OF GEORGETOWN, IN THE SOUTHEAST 1/4
 DF5479'OF SECTION 5, T 4
 DF5479'S, R 74 W.  OWNERSHIP--CITY OF GEORGETOWN ROAD RIGHT-OF-WAY.
 DF5479' 
 DF5479'TO REACH THE STATION FROM THE HARRY M. LOCKE DAM FACE AND INTERSTATE
 DF5479'70 SOUTHERN
 DF5479'ACCESS ROAD JUST NORTH OF GEORGETOWN, GO SOUTH ON THE SOUTHERN ACCESS
 DF5479'ROAD FOR 0.6
 DF5479'MI TO THE INTERSECTION OF THE SOUTHERN ACCESS ROAD (ALVARADO ROAD) AND
 DF5479'22ND STREET.
 DF5479'TURN LEFT, EAST, FOR 0.1 MI TO THE MARK ON THE RIGHT IN THE SOUTHWEST
 DF5479'CORNER OF THE
 DF5479'BRIDGE.
 DF5479' 
 DF5479'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE OF THE TOP OF THE
 DF5479'SOUTHWEST HEADWALL
 DF5479'OF THE 22ND STREET BRIDGE OVER THE HARRY M. LOCKE DAM. IT IS 5.8 M
 DF5479'SOUTH FROM THE CENTER
 DF5479'OF THE 22ND STREET, 4.0 M EAST FROM A LIGHT POLE, 1.45 M NORTH FROM
 DF5479'THE END OF THE
 DF5479'SOUTHEND OF THE WINGWALL, 0.21 M SOUTH FROM THE SOUTHERN EDGE OF THE
 DF5479'CONCRETE
 DF5479'SIDEWALK AND ABOUT 30 CM BELOW THE ROAD. THE BRIDGE IS 12.25 M LONG
 DF5479'AND THE DISK IS 1.95 M
 DF5479'ABOVE THE WATER.
 DF5479'
 DF5479
 DF5479                          STATION RECOVERY (2004)
 DF5479
 DF5479'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (KCH)
 DF5479'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2004 (BAJ)
 DF5479'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0519 ***********************************************************************
 LM0519  DESIGNATION -  J 45
 LM0519  PID         -  LM0519
 LM0519  STATE/COUNTY-  CO/MOFFAT
 LM0519  USGS QUAD   -  PINE RIDGE (1972)
 LM0519
 LM0519                         *CURRENT SURVEY CONTROL
 LM0519  ___________________________________________________________________
 LM0519* NAD 83(1986)-  40 30 33.     (N)    107 41 12.     (W)     SCALED    
 LM0519* NAVD 88     -      2012.036  (meters)    6601.15   (feet)  POSTED    
 LM0519  ___________________________________________________________________
 LM0519  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 LM0519  DYNAMIC HT  -        2010.140 (meters)    6594.93  (feet)  COMP
 LM0519  MODELED GRAV-     979,611.9   (mgal)                       NAVD 88
 LM0519
 LM0519  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LM0519
 LM0519.The horizontal coordinates were scaled from a topographic map and have
 LM0519.an estimated accuracy of +/- 6 seconds.
 LM0519
 LM0519.The orthometric height was determined by differential leveling
 LM0519.and adjusted by the National Geodetic Survey in 1992..
 LM0519.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LM0519.rate of 0.0 thru 1.0 mm/km.
 LM0519
 LM0519.The geoid height was determined by GEOID03.
 LM0519
 LM0519.The dynamic height is computed by dividing the NAVD 88
 LM0519.geopotential number by the normal gravity value computed on the
 LM0519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0519.degrees latitude (g = 980.6199 gals.).
 LM0519
 LM0519.The modeled gravity was interpolated from observed gravity values.
 LM0519
 LM0519;                    North         East    Units  Estimated Accuracy
 LM0519;SPC CO N     -   437,640.      729,090.      MT  (+/- 180 meters Scaled)
 LM0519
 LM0519                          SUPERSEDED SURVEY CONTROL
 LM0519
 LM0519  NGVD 29 (??/??/92) 2010.821  (m)         6597.17   (f) ADJ UNCH    1 2
 LM0519
 LM0519.Superseded values are not recommended for survey control.
 LM0519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0519.See file dsdata.txt to determine how the superseded data were derived.
 LM0519
 LM0519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE723877(NAD 83)
 LM0519_MARKER: DB = BENCH MARK DISK
 LM0519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0519_STAMPING: J 45 1934
 LM0519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0519+STABILITY: SURFACE MOTION
 LM0519
 LM0519  HISTORY     - Date     Condition        Report By
 LM0519  HISTORY     - 1934     MONUMENTED       CGS
 LM0519
 LM0519                          STATION DESCRIPTION
 LM0519
 LM0519'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LM0519'8.9 MI W FROM CRAIG.
 LM0519'8.9 MILES WEST ALONG U.S. HIGHWAY 40 FROM CRAIG, MOFFAT COUNTY, 23
 LM0519'FEET EAST OF POLE 7733, AND 47 FEET NORTH OF THE CENTER-LINE OF THE
 LM0519'HIGHWAY.  A STANDARD DISK, STAMPED J 45 1934 AND SET IN THE TOP OF A
 LM0519'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5519 ***********************************************************************
 DF5519  DESIGNATION -  J 450
 DF5519  PID         -  DF5519
 DF5519  STATE/COUNTY-  CO/SUMMIT
 DF5519  USGS QUAD   -  DILLON (1987)
 DF5519
 DF5519                         *CURRENT SURVEY CONTROL
 DF5519  ___________________________________________________________________
 DF5519* NAD 83(1986)-  39 38 48.     (N)    106 01 21.     (W)     SCALED    
 DF5519* NAVD 88     -      2844.643  (meters)    9332.80   (feet)  ADJUSTED  
 DF5519  ___________________________________________________________________
 DF5519  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 DF5519  DYNAMIC HT  -        2841.038 (meters)    9320.97  (feet)  COMP
 DF5519  MODELED GRAV-     979,256.5   (mgal)                       NAVD 88
 DF5519
 DF5519  VERT ORDER  -  FIRST     CLASS II
 DF5519
 DF5519.The horizontal coordinates were scaled from a topographic map and have
 DF5519.an estimated accuracy of +/- 6 seconds.
 DF5519
 DF5519.The orthometric height was determined by differential leveling
 DF5519.and adjusted by the National Geodetic Survey in November 2003..
 DF5519
 DF5519.The geoid height was determined by GEOID03.
 DF5519
 DF5519.The dynamic height is computed by dividing the NAVD 88
 DF5519.geopotential number by the normal gravity value computed on the
 DF5519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5519.degrees latitude (g = 980.6199 gals.).
 DF5519
 DF5519.The modeled gravity was interpolated from observed gravity values.
 DF5519
 DF5519;                    North         East    Units  Estimated Accuracy
 DF5519;SPC CO C     -   506,230.      869,560.      MT  (+/- 180 meters Scaled)
 DF5519
 DF5519                          SUPERSEDED SURVEY CONTROL
 DF5519
 DF5519.No superseded survey control is available for this station.
 DF5519
 DF5519_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD122890(NAD 83)
 DF5519_MARKER: DV = VERTICAL CONTROL DISK
 DF5519_SETTING: 80 = SET IN A BOULDER
 DF5519_STAMPING: J 450 2001
 DF5519_MARK LOGO: NGS   
 DF5519_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5519+STABILITY: SURFACE MOTION
 DF5519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5519+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2001
 DF5519
 DF5519  HISTORY     - Date     Condition        Report By
 DF5519  HISTORY     - 20010830 MONUMENTED       NGS
 DF5519
 DF5519                          STATION DESCRIPTION
 DF5519
 DF5519'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5519'THE STATION IS LOCATED ABOUT 2.9 MI NORTHEAST OF SILVERTHORNE, 1.6 MI
 DF5519'NORTHEAST OF
 DF5519'DILLON  AND 1.3 MI NORTH OF TENDERFOOT MOUNTAIN, IN THE NORTHWEST 1/4
 DF5519'OF SECTION 4, T 5 S,
 DF5519'R 77 W. OWNERSHIP--U. S. FOREST SERVICE.
 DF5519' 
 DF5519'TO REACH THE STATION FROM INTERSTATE 70 EXIT 205 AND STATE HIGHWAY 9
 DF5519'AND U. S. HIGHWAY 6,
 DF5519'GO EAST AND NORTHEAST ON SH 9 AND US 6 FOR 1.25 MI TO THE INTERSECTION
 DF5519'OF EVERGREEN
 DF5519'ROAD. TURN LEFT, NORTHWEST, FOR ABOUT 30 M TO THE INTERSECTION OF
 DF5519'COUNTY ROAD 51. TURN
 DF5519'RIGHT, NORTHEAST, ON COUNTY ROAD 51 FOR 0.5 MI TO THE END OF PAVED
 DF5519'ROAD. CONTINUE AHEAD
 DF5519'ON THE DIRT ROAD NORTHEAST, FOR 1.25 MI TO A PARKING AREA AND A LOCKED
 DF5519'GATE. A KEY CAN BE
 DF5519'GOTTEN FROM THE U. S. FOREST SERVICE. PASS THROUGH THE GATE, UPHILL,
 DF5519'FOR 0.05 MI TO THE
 DF5519'STATION ON THE LEFT.
 DF5519' 
 DF5519'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF A
 DF5519'BOULDER 3 M BY
 DF5519'2 M BY 1 M HIGH ON THE NORTHSIDE OF STRAIGHT CREEK AND WEST OF THE
 DF5519'DILLON DIVERSION
 DF5519'STRUCTURE. IT IS 45.5 M WEST-NORTHWEST FROM THE SOUTHEAST CORNER OF
 DF5519'THE BUILDING AT
 DF5519'THE DIVERSION DAM, 45.3 M NORTH-NORTHWEST FROM THE CENTER OF A LOCKED
 DF5519'GATE,38.3 M
 DF5519'NORTH FROM THE WEST END OF A 6-FOOT CORRIGATED STEEL PIPE CULVERT ON
 DF5519'STRAIGHT CREEK,
 DF5519'15.4 M WEST FROM A DIRT TRACK ROAD AND 1.0 M SOUTHWEST FROM A WITNESS
 DF5519'POST.
 DF5519' 
 DF5519' 
 DF5519' 
 DF5519'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5497 ***********************************************************************
 DF5497  DESIGNATION -  J 451
 DF5497  PID         -  DF5497
 DF5497  STATE/COUNTY-  CO/CLEAR CREEK
 DF5497  USGS QUAD   -  LOVELAND PASS (1987)
 DF5497
 DF5497                         *CURRENT SURVEY CONTROL
 DF5497  ___________________________________________________________________
 DF5497* NAD 83(1986)-  39 41 35.     (N)    105 52 40.     (W)     SCALED    
 DF5497* NAVD 88     -      3217.901  (meters)   10557.40   (feet)  ADJUSTED  
 DF5497  ___________________________________________________________________
 DF5497  GEOID HEIGHT-         -12.30  (meters)                     GEOID03
 DF5497  DYNAMIC HT  -        3213.674 (meters)   10543.53  (feet)  COMP
 DF5497  MODELED GRAV-     979,195.3   (mgal)                       NAVD 88
 DF5497
 DF5497  VERT ORDER  -  FIRST     CLASS II
 DF5497
 DF5497.The horizontal coordinates were scaled from a topographic map and have
 DF5497.an estimated accuracy of +/- 6 seconds.
 DF5497
 DF5497.The orthometric height was determined by differential leveling
 DF5497.and adjusted by the National Geodetic Survey in November 2003..
 DF5497
 DF5497.The geoid height was determined by GEOID03.
 DF5497
 DF5497.The dynamic height is computed by dividing the NAVD 88
 DF5497.geopotential number by the normal gravity value computed on the
 DF5497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5497.degrees latitude (g = 980.6199 gals.).
 DF5497
 DF5497.The modeled gravity was interpolated from observed gravity values.
 DF5497
 DF5497;                    North         East    Units  Estimated Accuracy
 DF5497;SPC CO C     -   511,320.      882,000.      MT  (+/- 180 meters Scaled)
 DF5497
 DF5497                          SUPERSEDED SURVEY CONTROL
 DF5497
 DF5497.No superseded survey control is available for this station.
 DF5497
 DF5497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD247940(NAD 83)
 DF5497_MARKER: DV = VERTICAL CONTROL DISK
 DF5497_SETTING: 80 = SET IN A BOULDER
 DF5497_STAMPING: J 451 2001
 DF5497_MARK LOGO: NGS   
 DF5497_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5497+STABILITY: SURFACE MOTION
 DF5497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5497+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2001
 DF5497
 DF5497  HISTORY     - Date     Condition        Report By
 DF5497  HISTORY     - 20010918 MONUMENTED       NGS
 DF5497
 DF5497                          STATION DESCRIPTION
 DF5497
 DF5497'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5497'THE STATION IS LOCATED ABOUT 1.95 MI NORTH OF LOVELAND PASS, 1.6 MI
 DF5497'NORTHEAST OF THE EAST
 DF5497'END OF THE EISENHOWER MEMORIAL TUNNEL AND 1.35 MI SOUTHWEST OF
 DF5497'INTERSTATE 70 EXIT 218,
 DF5497'AT INTERSTATE 70 MILEPOST 217.1. OWNERSHIP--COLORADO DEPARTMENT OF
 DF5497'TRANSPORTATION
 DF5497'RIGHT-OF-WAY.
 DF5497' 
 DF5497'TO REACH THE STATION FROM EXIT 218, THE HERMAN GULCH EXIT OF
 DF5497'INTERSTATE 70, GO
 DF5497'SOUTHWEST ON THE WESTBOUND LANES OF INTERSTATE 70 FOR 1.4 MI TO THE
 DF5497'STATION ON THE
 DF5497'RIGHT IN THE TOP OF A LARGE BOULDER, THE ONLY ONE IN THE AREA.
 DF5497' 
 DF5497'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF A
 DF5497'LARGE GRANITE BOULDER
 DF5497'3.4 M BY 3.5 M BY 1.0 M HIGH AND THE ONLY LARGE BOULDER IN THE ROADCUT
 DF5497'IN THAT AREA. IT IS
 DF5497'31.6 M SOUTHWEST FROM THE WESTERN MOST POST FOR A SIGN, 18.9 M
 DF5497'WEST-NORTHWEST FROM
 DF5497'THE CENTER LINE OF INTERSTATE 70, 1.6 M SOUTHEAST FROM A WITNESS POST
 DF5497'AND ABOUT 3.5 M
 DF5497'ABOVE THE INTERSTATE.
 DF5497'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9172 ***********************************************************************
 DH9172  DESIGNATION -  J 452
 DH9172  PID         -  DH9172
 DH9172  STATE/COUNTY-  CO/DENVER
 DH9172  USGS QUAD   -  MONTBELLO (1994)
 DH9172
 DH9172                         *CURRENT SURVEY CONTROL
 DH9172  ___________________________________________________________________
 DH9172* NAD 83(1986)-  39 49 03.     (N)    104 47 02.     (W)     SCALED    
 DH9172* NAVD 88     -      1625.737  (meters)    5333.77   (feet)  ADJUSTED  
 DH9172  ___________________________________________________________________
 DH9172  GEOID HEIGHT-         -17.78  (meters)                     GEOID03
 DH9172  DYNAMIC HT  -        1624.211 (meters)    5328.77  (feet)  COMP
 DH9172  MODELED GRAV-     979,630.0   (mgal)                       NAVD 88
 DH9172
 DH9172  VERT ORDER  -  SECOND    CLASS I
 DH9172
 DH9172.The horizontal coordinates were scaled from a topographic map and have
 DH9172.an estimated accuracy of +/- 6 seconds.
 DH9172
 DH9172.The orthometric height was determined by differential leveling
 DH9172.and adjusted by the National Geodetic Survey in July 2006..
 DH9172
 DH9172.The geoid height was determined by GEOID03.
 DH9172
 DH9172.The dynamic height is computed by dividing the NAVD 88
 DH9172.geopotential number by the normal gravity value computed on the
 DH9172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9172.degrees latitude (g = 980.6199 gals.).
 DH9172
 DH9172.The modeled gravity was interpolated from observed gravity values.
 DH9172
 DH9172;                    North         East    Units  Estimated Accuracy
 DH9172;SPC CO C     -   525,310.      975,720.      MT  (+/- 180 meters Scaled)
 DH9172
 DH9172                          SUPERSEDED SURVEY CONTROL
 DH9172
 DH9172.No superseded survey control is available for this station.
 DH9172
 DH9172_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE184075(NAD 83)
 DH9172_MARKER: F = FLANGE-ENCASED ROD
 DH9172_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9172_STAMPING: J 452 2002
 DH9172_MARK LOGO: NGS   
 DH9172_PROJECTION: FLUSH
 DH9172_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9172+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH9172
 DH9172  HISTORY     - Date     Condition        Report By
 DH9172  HISTORY     - 2002     MONUMENTED       NGS
 DH9172  HISTORY     - 2005     GOOD             WOOLPT
 DH9172
 DH9172                          STATION DESCRIPTION
 DH9172
 DH9172'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9172'DESCRIBED BY WOOLPERT, INC. 2005 (RLH)
 DH9172' 
 DH9172'THE STATION IS LOCATED ABOUT 12.0 KM (7.5 MI) SOUTHWEST OF THE AIRPORT
 DH9172'TERMINAL, 2.1 KM (1.3 MI) NORTH FROM THE INTERSECTION OF PENA
 DH9172'BOULEVARD  AND 56TH AVENUE, 2.3 KM (1.4 MI) SOUTHWEST OF THE
 DH9172'INTERSECTION OF PENA BOULEVARD AND TOWER ROAD, OWNERSHIP--CITY AND
 DH9172'COUNTY OF DENVER INTERNATIONAL AIRPORT, MR. KEN CONLAN, 303-342-8665.
 DH9172'TO REACH THE STATION FROM EAST BOUND INTERSTATE 70 AND THE OFF RAMP
 DH9172'TO PENA BOULEVARD GOING TO THE AIRPORT, TAKE THE OFF RAMP, PENA
 DH9172'BOULEVARD FOR 6.4 KM (4.0 MI) TO THE STATION ON THE RIGHT. EXIT THE
 DH9172'RIGHT NORTH BOUND LANE OF PENA BOULEVARD BEFORE THE STATION AND DRIVE
 DH9172'ON THE  RIGHT SHOULDER TO THE STATION.
 DH9172' 
 DH9172'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 DH9172'TO REFUSAL A DEPTH OF, ENCASED IN A 0.9 M (3.0 FT) LONG GREASED
 DH9172'SLEEVE, ENCLOSED  IN A 6-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A
 DH9172'CONCRETE COLLAR  FLUSH WITH THE GROUND.  IT IS 236.7 M (776.5 FT) EAST
 DH9172'FROM THE EAST EDGE  OF NORTH BOUND PENA BOULEVARD AT TERMINAL EAST
 DH9172'SIGN, 66.3 M (217.6 FT) NORTHWEST FROM A POWER POLE, 14.7 M (48.3FT)
 DH9172'NORTHWEST FROM A 6IN DECIDUOUS TREE,  0.8 M (2.7 FT) WEST FROM A
 DH9172'CARSONITE ON FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9145 ***********************************************************************
 DH9145  DESIGNATION -  J 457
 DH9145  PID         -  DH9145
 DH9145  STATE/COUNTY-  CO/DENVER
 DH9145  USGS QUAD   -  DENVER INTERNATIONAL AIRPORT (1994)
 DH9145
 DH9145                         *CURRENT SURVEY CONTROL
 DH9145  ___________________________________________________________________
 DH9145* NAD 83(1986)-  39 49 13.     (N)    104 43 19.     (W)     SCALED    
 DH9145* NAVD 88     -      1635.234  (meters)    5364.93   (feet)  ADJUSTED  
 DH9145  ___________________________________________________________________
 DH9145  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 DH9145  DYNAMIC HT  -        1633.698 (meters)    5359.89  (feet)  COMP
 DH9145  MODELED GRAV-     979,629.5   (mgal)                       NAVD 88
 DH9145
 DH9145  VERT ORDER  -  SECOND    CLASS I
 DH9145
 DH9145.The horizontal coordinates were scaled from a topographic map and have
 DH9145.an estimated accuracy of +/- 6 seconds.
 DH9145
 DH9145.The orthometric height was determined by differential leveling
 DH9145.and adjusted by the National Geodetic Survey in July 2006..
 DH9145
 DH9145.The geoid height was determined by GEOID03.
 DH9145
 DH9145.The dynamic height is computed by dividing the NAVD 88
 DH9145.geopotential number by the normal gravity value computed on the
 DH9145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9145.degrees latitude (g = 980.6199 gals.).
 DH9145
 DH9145.The modeled gravity was interpolated from observed gravity values.
 DH9145
 DH9145;                    North         East    Units  Estimated Accuracy
 DH9145;SPC CO C     -   525,660.      981,020.      MT  (+/- 180 meters Scaled)
 DH9145
 DH9145                          SUPERSEDED SURVEY CONTROL
 DH9145
 DH9145.No superseded survey control is available for this station.
 DH9145
 DH9145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE237078(NAD 83)
 DH9145_MARKER: F = FLANGE-ENCASED ROD
 DH9145_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9145_STAMPING: J 457 2005
 DH9145_MARK LOGO: NGS   
 DH9145_PROJECTION: FLUSH
 DH9145_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9145+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 DH9145_ROD/PIPE-DEPTH:  4.9 meters
 DH9145_SLEEVE-DEPTH  :  0.9 meters
 DH9145
 DH9145  HISTORY     - Date     Condition        Report By
 DH9145  HISTORY     - 20051026 MONUMENTED       WOOLPT
 DH9145
 DH9145                          STATION DESCRIPTION
 DH9145
 DH9145'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9145'DESCRIBED BY WOOLPERT, INC. 2005 (CRR)
 DH9145' 
 DH9145'THE STATION IS LOCATED 13.8 KM (8.6 MI) NORTHEAST OF THE CITY OF
 DH9145'AURORA, 5.2 KM (3.2 MI)  SOUTHWEST OF THE DIA TERMINAL, AND 2.7 KM
 DH9145'(1.7 MI) SOUTHEAST OF THE INTERSECTION OF E470  AND PENA BOULEVARD.
 DH9145'OWNERSHIP - CITY AND COUNTY OF DENVER INTERNATIONAL AIRPORT, MR.  KEN
 DH9145'CONLAN, (303)342-8665.
 DH9145' 
 DH9145'TO REACH THE STATION FROM THE INTERSECTION OF TOWER ROAD AND EAST 64TH
 DH9145'AVENUE TRAVEL  WEST ON EAST 64TH AVENUE (DIRT) 4.4 KM (2.7 MI) TO THE
 DH9145'JUNCTION NWITH E470, CONTINUE EAST  0.4 KM (0.3 MI) TO A LEFT TURN,
 DH9145'HEAD NORTH 0.8 KM (0.5 MI) TO A FENCE LINE, TURN LEFT AND HEAD  WEST
 DH9145'ALONG THE NORTH SIDE OF THE FENCE 0.5 KM (0.3 MI) TO THE STATION ON
 DH9145'THE LEFT.
 DH9145' 
 DH9145'THE STATION IS THE TOP CENTER OF A STAINLESS STEEL ROD DRIVEN TO
 DH9145'REFUSAL A DEPTH OF 4.9  M, ENCASED IN A 90 CM LONG GREASED SLEEVE,
 DH9145'ENCLOSED IN A 6 INCH PVC PIPE WITH LOGO CAP  SURROUNDED BY A CONCRETE
 DH9145'COLLAR SET FLUSH WITH THE GROUND.  IT IS 7.6 M (25.1 FT) SOUTH OF  GAS
 DH9145'LINE MARKER, 5.6 M (18.3 FT) WEST OF A FENCE POST WITH WIRED WASHER,
 DH9145'AND 5.3 M (17.3 FT)  EAST OF A FENCE POST WITH WIRED WASHER, AND 1.0 M
 DH9145'(3.0 FT) NORTH OF A CARSONITE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0031 ***********************************************************************
 LN0031  DESIGNATION -  J 46
 LN0031  PID         -  LN0031
 LN0031  STATE/COUNTY-  CO/MOFFAT
 LN0031  USGS QUAD   -  CROSS MOUNTAIN CANYON (1986)
 LN0031
 LN0031                         *CURRENT SURVEY CONTROL
 LN0031  ___________________________________________________________________
 LN0031* NAD 83(1986)-  40 24 53.     (N)    108 20 20.     (W)     SCALED    
 LN0031* NAVD 88     -      1928.602  (meters)    6327.42   (feet)  POSTED    
 LN0031  ___________________________________________________________________
 LN0031  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 LN0031  DYNAMIC HT  -        1926.850 (meters)    6321.67  (feet)  COMP
 LN0031  MODELED GRAV-     979,646.4   (mgal)                       NAVD 88
 LN0031
 LN0031  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LN0031
 LN0031.The horizontal coordinates were scaled from a topographic map and have
 LN0031.an estimated accuracy of +/- 6 seconds.
 LN0031
 LN0031.The orthometric height was determined by differential leveling
 LN0031.and adjusted by the National Geodetic Survey in 1992..
 LN0031.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LN0031.rate of 1.1 thru 2.0 mm/km.
 LN0031
 LN0031.The geoid height was determined by GEOID03.
 LN0031
 LN0031.The dynamic height is computed by dividing the NAVD 88
 LN0031.geopotential number by the normal gravity value computed on the
 LN0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0031.degrees latitude (g = 980.6199 gals.).
 LN0031
 LN0031.The modeled gravity was interpolated from observed gravity values.
 LN0031
 LN0031;                    North         East    Units  Estimated Accuracy
 LN0031;SPC CO N     -   428,730.      673,500.      MT  (+/- 180 meters Scaled)
 LN0031
 LN0031                          SUPERSEDED SURVEY CONTROL
 LN0031
 LN0031  NGVD 29 (??/??/92) 1927.398  (m)         6323.47   (f) ADJ UNCH    1 2
 LN0031
 LN0031.Superseded values are not recommended for survey control.
 LN0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0031.See file dsdata.txt to determine how the superseded data were derived.
 LN0031
 LN0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK257771(NAD 83)
 LN0031_MARKER: DB = BENCH MARK DISK
 LN0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0031_STAMPING: J 46 1934
 LN0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0031+STABILITY: SURFACE MOTION
 LN0031
 LN0031  HISTORY     - Date     Condition        Report By
 LN0031  HISTORY     - 1934     MONUMENTED       CGS
 LN0031  HISTORY     - 1960     GOOD             USGS
 LN0031  HISTORY     - 1982     GOOD             USGS
 LN0031
 LN0031                          STATION DESCRIPTION
 LN0031
 LN0031'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 LN0031'8.4 MI E FROM ELK SPRINGS.
 LN0031'8.6 MILES EAST ALONG U. S. 40 FROM ELK SPRINGS, 0.4 MILES NW. ALONG
 LN0031'DIRT ROAD, 0.3 MILE SW. ALONG DIM TRAIL.  90 FEET EAST OF THE
 LN0031'CENTERLINE OF THE HIGHWAY, 29 FEET NORTH OF A TELEPHONE POLE, AND 4
 LN0031'FEET NORTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED J 46 1934 AND
 LN0031'SET IN THE TOP OF A CONCRETE POST.
 LN0031
 LN0031                          STATION RECOVERY (1982)
 LN0031
 LN0031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LN0031'ELK SPRINGS, 8.0 MILE NORTHEAST ALONG U.S. HWY 40 FROM THE STATE HWY
 LN0031'SHOP AT ELKSPRING, 0.8 MILE NORTHEAST OF JCT OF DEER LODGE PARK RD.,
 LN0031'0.2 MILE NORTHWEST OF HWY, AT SITE OF OLD CROSS MTN. STORE, 130'
 LN0031'NORTHEAST OF A GAS PIPELINE, 30' NORTHEAST AT A TELEPHONE POLE, 9'
 LN0031'SOUTHEAST OF TELEPHONE LINE. A STANDARD DISK SET IN THE TOP AT A
 LN0031'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0178 ***********************************************************************
 KL0178  DESIGNATION -  J 47
 KL0178  PID         -  KL0178
 KL0178  STATE/COUNTY-  CO/EAGLE
 KL0178  USGS QUAD   -  PANDO (1987)
 KL0178
 KL0178                         *CURRENT SURVEY CONTROL
 KL0178  ___________________________________________________________________
 KL0178* NAD 83(1986)-  39 28 47.     (N)    106 20 52.     (W)     SCALED    
 KL0178* NAVD 88     -      2759.765  (meters)    9054.33   (feet)  ADJUSTED  
 KL0178  ___________________________________________________________________
 KL0178  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 KL0178  DYNAMIC HT  -        2756.346 (meters)    9043.11  (feet)  COMP
 KL0178  MODELED GRAV-     979,288.0   (mgal)                       NAVD 88
 KL0178
 KL0178  VERT ORDER  -  FIRST     CLASS II
 KL0178
 KL0178.The horizontal coordinates were scaled from a topographic map and have
 KL0178.an estimated accuracy of +/- 6 seconds.
 KL0178
 KL0178.The orthometric height was determined by differential leveling
 KL0178.and adjusted by the National Geodetic Survey in June 1991..
 KL0178
 KL0178.The geoid height was determined by GEOID03.
 KL0178
 KL0178.The dynamic height is computed by dividing the NAVD 88
 KL0178.geopotential number by the normal gravity value computed on the
 KL0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0178.degrees latitude (g = 980.6199 gals.).
 KL0178
 KL0178.The modeled gravity was interpolated from observed gravity values.
 KL0178
 KL0178;                    North         East    Units  Estimated Accuracy
 KL0178;SPC CO C     -   487,910.      841,470.      MT  (+/- 180 meters Scaled)
 KL0178
 KL0178                          SUPERSEDED SURVEY CONTROL
 KL0178
 KL0178  NGVD 29 (??/??/92) 2758.117  (m)         9048.92   (f) ADJ UNCH    1 2
 KL0178
 KL0178.Superseded values are not recommended for survey control.
 KL0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0178.See file dsdata.txt to determine how the superseded data were derived.
 KL0178
 KL0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD840708(NAD 83)
 KL0178_MARKER: DB = BENCH MARK DISK
 KL0178_SETTING: 66 = SET IN ROCK OUTCROP
 KL0178_SP_SET: GRANITE CLIFF
 KL0178_STAMPING: J 47 1934
 KL0178_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0178+STABILITY: POSITION/ELEVATION WELL
 KL0178
 KL0178  HISTORY     - Date     Condition        Report By
 KL0178  HISTORY     - 1934     MONUMENTED       CGS
 KL0178  HISTORY     - 1959     GOOD             DOD
 KL0178
 KL0178                          STATION DESCRIPTION
 KL0178
 KL0178'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 KL0178'3.0 MI S FROM RED CLIFF.
 KL0178'3.0 MILE SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KL0178'RED CLIFF, EAGLE COUNTY, ACROSS THE TRACK FROM THE THIRD POLE EAST OF
 KL0178'MILEPOST 291, 44 FEET NORTH OF AN ELECTRIC-SIGNAL BOX, 12 FEET
 KL0178'NORTHEAST OF THE CENTERLINE OF THE NORTH-BOUND TRACK, AND IN THE FACE
 KL0178'OF A GRANITE CLIFF.  A STANDARD DISK, STAMPED J 47 1934 AND SET
 KL0178'VERTICALLY.  NOTE-- IS 27 FEET NORTH-NORTHEAST OF THE CENTERLINE OF
 KL0178'THE RR TRACKS, AND 2.6 FEET HIGHER.  AND 147 FEET EAST OF THE
 KL0178'CENTERLINE OF THE RR TRACKS ON THE BRIDGE OVER THE RIVER AND 6.9 FEET
 KL0178'HIGHER.  IT IS 33 FEET FROM THE RR SURFACE TO THE WATER ON THE NORTH
 KL0178'EDGE OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0022 ***********************************************************************
 JL0022  DESIGNATION -  J 5
 JL0022  PID         -  JL0022
 JL0022  STATE/COUNTY-  CO/CHAFFEE
 JL0022  USGS QUAD   -  BUENA VISTA EAST (1994)
 JL0022
 JL0022                         *CURRENT SURVEY CONTROL
 JL0022  ___________________________________________________________________
 JL0022* NAD 83(1986)-  38 47 16.     (N)    106 06 02.     (W)     SCALED    
 JL0022* NAVD 88     -      2375.318  (meters)    7793.02   (feet)  ADJUSTED  
 JL0022  ___________________________________________________________________
 JL0022  GEOID HEIGHT-         -14.17  (meters)                     GEOID03
 JL0022  DYNAMIC HT  -        2372.372 (meters)    7783.36  (feet)  COMP
 JL0022  MODELED GRAV-     979,303.2   (mgal)                       NAVD 88
 JL0022
 JL0022  VERT ORDER  -  FIRST     CLASS II
 JL0022
 JL0022.The horizontal coordinates were scaled from a topographic map and have
 JL0022.an estimated accuracy of +/- 6 seconds.
 JL0022
 JL0022.The orthometric height was determined by differential leveling
 JL0022.and adjusted by the National Geodetic Survey in June 1991..
 JL0022
 JL0022.The geoid height was determined by GEOID03.
 JL0022
 JL0022.The dynamic height is computed by dividing the NAVD 88
 JL0022.geopotential number by the normal gravity value computed on the
 JL0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0022.degrees latitude (g = 980.6199 gals.).
 JL0022
 JL0022.The modeled gravity was interpolated from observed gravity values.
 JL0022
 JL0022;                    North         East    Units  Estimated Accuracy
 JL0022;SPC CO C     -   410,920.      862,230.      MT  (+/- 180 meters Scaled)
 JL0022
 JL0022                          SUPERSEDED SURVEY CONTROL
 JL0022
 JL0022  NGVD 29 (??/??/92) 2373.806  (m)         7788.06   (f) ADJ UNCH    1 2
 JL0022
 JL0022.Superseded values are not recommended for survey control.
 JL0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0022.See file dsdata.txt to determine how the superseded data were derived.
 JL0022
 JL0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC044938(NAD 83)
 JL0022_MARKER: DB = BENCH MARK DISK
 JL0022_SETTING: 66 = SET IN ROCK OUTCROP
 JL0022_SP_SET: ROCK OUTCROP
 JL0022_STAMPING: J 5 1925
 JL0022_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0022+STABILITY: POSITION/ELEVATION WELL
 JL0022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0022+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2004
 JL0022
 JL0022  HISTORY     - Date     Condition        Report By
 JL0022  HISTORY     - 1925     MONUMENTED       CGS
 JL0022  HISTORY     - 1958     GOOD             NGS
 JL0022  HISTORY     - 20040904 GOOD             GEOCAC
 JL0022
 JL0022                          STATION DESCRIPTION
 JL0022
 JL0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JL0022'2.95 MI NW FROM NATHROP.
 JL0022'ABOUT 2.95 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 JL0022'RAILROAD FROM THE STOCK PENS AT NATHROP, ABOUT 0.1 MILE SOUTHEAST OF
 JL0022'MILEPOST 236, IN THE TOP OF A 4 X 5 FOOT GRANITE OUTCROP, 290 YARDS
 JL0022'NORTHWEST OF THE TELEPHONE BOOTH AT MIDWAY SIDING, 350 FEET NORTHWEST
 JL0022'OF THE CENTER OF A PRIVATE ROAD CROSSING, 49 FEET NORTHEAST OF A
 JL0022'FENCE, 47 1/2 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK,
 JL0022'AND ABOUT 2 FEET ABOVE THE GROUND.
 JL0022
 JL0022                          STATION RECOVERY (2004)
 JL0022
 JL0022'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 JL0022'RAILROAD ABANDONED AND STOCK PENS DO NOT EXIST. LOCATED 0.58 MILE NW
 JL0022'OF COUNTY ROAD CROSSING OVER TRACKS. RECOVERED IN GOOD CONDITION.
 JL0022'HANDHELD GPS COORDINATES N38 47 16.2, W106 06 02.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0295 ***********************************************************************
 KJ0295  DESIGNATION -  J 52
 KJ0295  PID         -  KJ0295
 KJ0295  STATE/COUNTY-  CO/ELBERT
 KJ0295  USGS QUAD   -  BEUCK DRAW (1970)
 KJ0295
 KJ0295                         *CURRENT SURVEY CONTROL
 KJ0295  ___________________________________________________________________
 KJ0295* NAD 83(1986)-  39 17 18.     (N)    103 54 16.     (W)     SCALED    
 KJ0295* NAVD 88     -      1728.602  (meters)    5671.26   (feet)  POSTED    
 KJ0295  ___________________________________________________________________
 KJ0295  GEOID HEIGHT-         -19.10  (meters)                     GEOID03
 KJ0295  DYNAMIC HT  -        1726.910 (meters)    5665.70  (feet)  COMP
 KJ0295  MODELED GRAV-     979,586.8   (mgal)                       NAVD 88
 KJ0295
 KJ0295  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KJ0295
 KJ0295.The horizontal coordinates were scaled from a topographic map and have
 KJ0295.an estimated accuracy of +/- 6 seconds.
 KJ0295
 KJ0295.The orthometric height was determined by differential leveling
 KJ0295.and adjusted by the National Geodetic Survey in 1992..
 KJ0295.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KJ0295.rate of 0.0 thru 1.0 mm/km.
 KJ0295
 KJ0295.The geoid height was determined by GEOID03.
 KJ0295
 KJ0295.The dynamic height is computed by dividing the NAVD 88
 KJ0295.geopotential number by the normal gravity value computed on the
 KJ0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0295.degrees latitude (g = 980.6199 gals.).
 KJ0295
 KJ0295.The modeled gravity was interpolated from observed gravity values.
 KJ0295
 KJ0295;                    North         East    Units  Estimated Accuracy
 KJ0295;SPC CO C     -   467,530.    1,052,040.      MT  (+/- 180 meters Scaled)
 KJ0295
 KJ0295                          SUPERSEDED SURVEY CONTROL
 KJ0295
 KJ0295  NGVD 29 (??/??/92) 1727.743  (m)         5668.44   (f) ADJ UNCH    2 0
 KJ0295
 KJ0295.Superseded values are not recommended for survey control.
 KJ0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0295.See file dsdata.txt to determine how the superseded data were derived.
 KJ0295
 KJ0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED944493(NAD 83)
 KJ0295_MARKER: DB = BENCH MARK DISK
 KJ0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0295_STAMPING: J 52 1934
 KJ0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0295+STABILITY: SURFACE MOTION
 KJ0295
 KJ0295  HISTORY     - Date     Condition        Report By
 KJ0295  HISTORY     - 1934     MONUMENTED       CGS
 KJ0295  HISTORY     - 1970     GOOD             USGS
 KJ0295
 KJ0295                          STATION DESCRIPTION
 KJ0295
 KJ0295'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KJ0295'6.4 MI W FROM RIVER BEND.
 KJ0295'6.4 MILES WEST ALONG STATE HWY. 86 FROM RIVER BEND, ELBERT COUNTY,
 KJ0295'AT THE TOP OF A SMALL RISE, 206 FEET WEST OF A CULVERT, 23 FEET
 KJ0295'NORTH OF THE CENTERLINE OF THE HWY., AND 3 FEET SOUTH OF THE ROW
 KJ0295'FENCE.  A STANDARD DISK STAMPED J 52 1934, AND SET IN THE TOP OF A
 KJ0295'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0311 ***********************************************************************
 KK0311  DESIGNATION -  J 53
 KK0311  PID         -  KK0311
 KK0311  STATE/COUNTY-  CO/ELBERT
 KK0311  USGS QUAD   -  ELIZABETH (1994)
 KK0311
 KK0311                         *CURRENT SURVEY CONTROL
 KK0311  ___________________________________________________________________
 KK0311* NAD 83(1986)-  39 21 41.     (N)    104 35 44.     (W)     SCALED    
 KK0311* NAVD 88     -      1966.186  (meters)    6450.73   (feet)  POSTED    
 KK0311  ___________________________________________________________________
 KK0311  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 KK0311  DYNAMIC HT  -        1964.150 (meters)    6444.05  (feet)  COMP
 KK0311  MODELED GRAV-     979,519.0   (mgal)                       NAVD 88
 KK0311
 KK0311  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0311
 KK0311.The horizontal coordinates were scaled from a topographic map and have
 KK0311.an estimated accuracy of +/- 6 seconds.
 KK0311
 KK0311.The orthometric height was determined by differential leveling
 KK0311.and adjusted by the National Geodetic Survey in 1992..
 KK0311.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0311.rate of 1.1 thru 2.0 mm/km.
 KK0311
 KK0311.The geoid height was determined by GEOID03.
 KK0311
 KK0311.The dynamic height is computed by dividing the NAVD 88
 KK0311.geopotential number by the normal gravity value computed on the
 KK0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0311.degrees latitude (g = 980.6199 gals.).
 KK0311
 KK0311.The modeled gravity was interpolated from observed gravity values.
 KK0311
 KK0311;                    North         East    Units  Estimated Accuracy
 KK0311;SPC CO C     -   474,820.      992,350.      MT  (+/- 180 meters Scaled)
 KK0311
 KK0311                          SUPERSEDED SURVEY CONTROL
 KK0311
 KK0311  NGVD 29 (??/??/92) 1965.177  (m)         6447.42   (f) ADJ UNCH    2 0
 KK0311
 KK0311.Superseded values are not recommended for survey control.
 KK0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0311.See file dsdata.txt to determine how the superseded data were derived.
 KK0311
 KK0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED348569(NAD 83)
 KK0311_MARKER: DB = BENCH MARK DISK
 KK0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0311_STAMPING: J 53 1934
 KK0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0311+STABILITY: SURFACE MOTION
 KK0311
 KK0311  HISTORY     - Date     Condition        Report By
 KK0311  HISTORY     - 1934     MONUMENTED       CGS
 KK0311  HISTORY     - 1970     MARK NOT FOUND   USGS
 KK0311
 KK0311                          STATION DESCRIPTION
 KK0311
 KK0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0311'AT ELIZABETH.
 KK0311'AT ELIZABETH, ELBERT COUNTY, ON STATE HIGHWAY 86, *AT THE JUNCTION
 KK0311'OF THE ROAD LEADING SOUTH TO COLORADO SPRINGS, AT THE FLAGPOLE
 KK0311'ON THE CENTERLINE OF THE ROAD TO COLORADO SPRINGS, 36 FEET SOUTH OF
 KK0311'THE CENTERLINE OF STATE HIGHWAY 86, AND 3 FEET NORTH OF THE FLAGPOLE.
 KK0311'A STANDARD DISK, STAMPED J 53 1934 AND SET IN THE TOP OF A CONCRETE
 KK0311'POST.
 KK0311
 KK0311                          STATION RECOVERY (1970)
 KK0311
 KK0311'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 KK0311'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0515 ***********************************************************************
 KK0515  DESIGNATION -  J 54
 KK0515  PID         -  KK0515
 KK0515  STATE/COUNTY-  CO/ARAPAHOE
 KK0515  USGS QUAD   -  PARKER (1994)
 KK0515
 KK0515                         *CURRENT SURVEY CONTROL
 KK0515  ___________________________________________________________________
 KK0515* NAD 83(1986)-  39 34 45.     (N)    104 48 29.     (W)     SCALED    
 KK0515* NAVD 88     -      1738.341  (meters)    5703.21   (feet)  POSTED    
 KK0515  ___________________________________________________________________
 KK0515  GEOID HEIGHT-         -17.37  (meters)                     GEOID03
 KK0515  DYNAMIC HT  -        1736.630 (meters)    5697.59  (feet)  COMP
 KK0515  MODELED GRAV-     979,579.6   (mgal)                       NAVD 88
 KK0515
 KK0515  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0515
 KK0515.The horizontal coordinates were scaled from a topographic map and have
 KK0515.an estimated accuracy of +/- 6 seconds.
 KK0515
 KK0515.The orthometric height was determined by differential leveling
 KK0515.and adjusted by the National Geodetic Survey in 1992..
 KK0515.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0515.rate of 1.1 thru 2.0 mm/km.
 KK0515
 KK0515.The geoid height was determined by GEOID03.
 KK0515
 KK0515.The dynamic height is computed by dividing the NAVD 88
 KK0515.geopotential number by the normal gravity value computed on the
 KK0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0515.degrees latitude (g = 980.6199 gals.).
 KK0515
 KK0515.The modeled gravity was interpolated from observed gravity values.
 KK0515
 KK0515;                    North         East    Units  Estimated Accuracy
 KK0515;SPC CO C     -   498,830.      973,850.      MT  (+/- 180 meters Scaled)
 KK0515
 KK0515                          SUPERSEDED SURVEY CONTROL
 KK0515
 KK0515  NGVD 29 (??/??/92) 1737.436  (m)         5700.24   (f) ADJ UNCH    2 0
 KK0515
 KK0515.Superseded values are not recommended for survey control.
 KK0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0515.See file dsdata.txt to determine how the superseded data were derived.
 KK0515
 KK0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED164810(NAD 83)
 KK0515_MARKER: DB = BENCH MARK DISK
 KK0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0515_SP_SET: CONCRETE POST
 KK0515_STAMPING: J 54 1934
 KK0515_MARK LOGO: CGS   
 KK0515_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0515+STABILITY: SURFACE MOTION
 KK0515
 KK0515  HISTORY     - Date     Condition        Report By
 KK0515  HISTORY     - 1934     MONUMENTED       CGS
 KK0515  HISTORY     - 1971     GOOD             NGS
 KK0515  HISTORY     - 1984     GOOD             LOCSUR
 KK0515  HISTORY     - 19910611 GOOD             USGS
 KK0515
 KK0515                          STATION DESCRIPTION
 KK0515
 KK0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0515'5.2 MI N FROM PARKER.
 KK0515'IN ARAPAHOE COUNTY, 5.2 MILES NORTH ALONG THE COLORADO AND SOUTHERN
 KK0515'RAILWAY FROM PARKER, DOUGLAS COUNTY, 7.9 MILES SOUTH OF SULLIVAN,
 KK0515'ARAPAHOE COUNTY, 78 FEET SOUTHEAST OF MILEPOST 18, AND 24 FEET
 KK0515'WEST OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED
 KK0515'J 54 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KK0515
 KK0515                          STATION RECOVERY (1971)
 KK0515
 KK0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KK0515'RECOVERED IN GOOD CONDITION.
 KK0515
 KK0515                          STATION RECOVERY (1984)
 KK0515
 KK0515'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1984
 KK0515'BRASS CAP IN 10' X 10' CONCRETE MONUMENT PROJECTING 8' 50' OF
 KK0515'CENTERLINE OF JORDAN RD. 25' SOUTHEAST OF POWER POLE, 17' SOUTHWEST
 KK0515'OF POWER POLE ANCHOR ON SMALL MOUND OF EARTH, APPROX 400' SOUTH OF
 KK0515'NORTH LINE OF SECTION 32 T 5 R 66 W, PLACE ORANGE PLASTIC SURVEY
 KK0515'MARKER POST ALONG SIDE MARKER.
 KK0515
 KK0515                          STATION RECOVERY (1991)
 KK0515
 KK0515'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 KK0515'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0317 ***********************************************************************
 KK0317  DESIGNATION -  J 55
 KK0317  PID         -  KK0317
 KK0317  STATE/COUNTY-  CO/ADAMS
 KK0317  USGS QUAD   -  MANILA (1951)
 KK0317
 KK0317                         *CURRENT SURVEY CONTROL
 KK0317  ___________________________________________________________________
 KK0317* NAD 83(1986)-  39 45 15.     (N)    104 32 34.     (W)     SCALED    
 KK0317* NAVD 88     -      1694.865  (meters)    5560.57   (feet)  ADJUSTED  
 KK0317  ___________________________________________________________________
 KK0317  GEOID HEIGHT-         -18.06  (meters)                     GEOID03
 KK0317  DYNAMIC HT  -        1693.267 (meters)    5555.33  (feet)  COMP
 KK0317  MODELED GRAV-     979,623.3   (mgal)                       NAVD 88
 KK0317
 KK0317  VERT ORDER  -  FIRST     CLASS II
 KK0317
 KK0317.The horizontal coordinates were scaled from a topographic map and have
 KK0317.an estimated accuracy of +/- 6 seconds.
 KK0317
 KK0317.The orthometric height was determined by differential leveling
 KK0317.and adjusted by the National Geodetic Survey in June 1991..
 KK0317
 KK0317.The geoid height was determined by GEOID03.
 KK0317
 KK0317.The dynamic height is computed by dividing the NAVD 88
 KK0317.geopotential number by the normal gravity value computed on the
 KK0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0317.degrees latitude (g = 980.6199 gals.).
 KK0317
 KK0317.The modeled gravity was interpolated from observed gravity values.
 KK0317
 KK0317;                    North         East    Units  Estimated Accuracy
 KK0317;SPC CO N     -   351,970.      996,430.      MT  (+/- 180 meters Scaled)
 KK0317
 KK0317                          SUPERSEDED SURVEY CONTROL
 KK0317
 KK0317  NGVD 29 (??/??/92) 1693.938  (m)         5557.53   (f) ADJ UNCH    1 2
 KK0317
 KK0317.Superseded values are not recommended for survey control.
 KK0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0317.See file dsdata.txt to determine how the superseded data were derived.
 KK0317
 KK0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE391005(NAD 83)
 KK0317_MARKER: DB = BENCH MARK DISK
 KK0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0317_STAMPING: J 55 1934
 KK0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0317+STABILITY: SURFACE MOTION
 KK0317
 KK0317  HISTORY     - Date     Condition        Report By
 KK0317  HISTORY     - 1934     MONUMENTED       CGS
 KK0317  HISTORY     - 1939     GOOD             NGS
 KK0317  HISTORY     - 1982     GOOD             NGS
 KK0317
 KK0317                          STATION DESCRIPTION
 KK0317
 KK0317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0317'3.4 MI E FROM WATKINS.
 KK0317'3.4 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KK0317'AT WATKINS, ADAMS COUNTY, AT MILEPOST 615, 65 FEET WEST OF THE
 KK0317'MANILA-ONE-MILE SIGN, 45 FEET SOUTH OF THE TRACK, 5 FEET SOUTH
 KK0317'OF A WHITE WOODEN WITNESS POST, AND IN LINE WITH A ROW OF POLES.
 KK0317'A STANDARD DISK, STAMPED J 55 1934 AND SET IN THE TOP OF A CONCRETE
 KK0317'POST.
 KK0317
 KK0317                          STATION RECOVERY (1982)
 KK0317
 KK0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0317'A METAL WITNESS POST WITH SIGN WAS SET 0.5 M (1.5 FT) EAST OF THE
 KK0317'BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0304 ***********************************************************************
 KJ0304  DESIGNATION -  J 57
 KJ0304  PID         -  KJ0304
 KJ0304  STATE/COUNTY-  CO/ARAPAHOE
 KJ0304  USGS QUAD   -  NOONEN RESERVOIR (1969)
 KJ0304
 KJ0304                         *CURRENT SURVEY CONTROL
 KJ0304  ___________________________________________________________________
 KJ0304* NAD 83(1986)-  39 44 23.     (N)    103 54 27.     (W)     SCALED    
 KJ0304* NAVD 88     -      1530.141  (meters)    5020.14   (feet)  ADJUSTED  
 KJ0304  ___________________________________________________________________
 KJ0304  GEOID HEIGHT-         -19.20  (meters)                     GEOID03
 KJ0304  DYNAMIC HT  -        1528.763 (meters)    5015.62  (feet)  COMP
 KJ0304  MODELED GRAV-     979,671.7   (mgal)                       NAVD 88
 KJ0304
 KJ0304  VERT ORDER  -  SECOND    CLASS 0
 KJ0304
 KJ0304.The horizontal coordinates were scaled from a topographic map and have
 KJ0304.an estimated accuracy of +/- 6 seconds.
 KJ0304
 KJ0304.The orthometric height was determined by differential leveling
 KJ0304.and adjusted by the National Geodetic Survey in June 1991..
 KJ0304
 KJ0304.The geoid height was determined by GEOID03.
 KJ0304
 KJ0304.The dynamic height is computed by dividing the NAVD 88
 KJ0304.geopotential number by the normal gravity value computed on the
 KJ0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0304.degrees latitude (g = 980.6199 gals.).
 KJ0304
 KJ0304.The modeled gravity was interpolated from observed gravity values.
 KJ0304
 KJ0304;                    North         East    Units  Estimated Accuracy
 KJ0304;SPC CO C     -   517,630.    1,050,900.      MT  (+/- 180 meters Scaled)
 KJ0304
 KJ0304                          SUPERSEDED SURVEY CONTROL
 KJ0304
 KJ0304  NGVD 29 (??/??/92) 1529.340  (m)         5017.51   (f) ADJ UNCH    2 0
 KJ0304
 KJ0304.Superseded values are not recommended for survey control.
 KJ0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0304.See file dsdata.txt to determine how the superseded data were derived.
 KJ0304
 KJ0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED936994(NAD 83)
 KJ0304_MARKER: DB = BENCH MARK DISK
 KJ0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0304_STAMPING: J 57 1935
 KJ0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0304+STABILITY: SURFACE MOTION
 KJ0304
 KJ0304  HISTORY     - Date     Condition        Report By
 KJ0304  HISTORY     - 1935     MONUMENTED       CGS
 KJ0304  HISTORY     - 1954     GOOD             NGS
 KJ0304
 KJ0304                          STATION DESCRIPTION
 KJ0304
 KJ0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KJ0304'17.1 MI W FROM LAST CHANCE.
 KJ0304'11.05 MILES WEST ALONG U.S. HIGHWAY 36 FROM ITS INTERSECTION WITH
 KJ0304'STATE HIGHWAY 71 AT LAST CHANCE, THENCE 6.05 MILES WEST ALONG
 KJ0304'ABANDONED ROAD, 54 FEET SOUTH OF THE CENTER LINE OF AN ABANDONED
 KJ0304'ROAD, 17 FEET SOUTH OF A FENCE, 1.5 FEET EAST OF A FENCE, 2 FEET
 KJ0304'NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 KJ0304'PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0110 ***********************************************************************
 LK0110  DESIGNATION -  J 59
 LK0110  PID         -  LK0110
 LK0110  STATE/COUNTY-  CO/YUMA
 LK0110  USGS QUAD   -  CLARKVILLE (1972)
 LK0110
 LK0110                         *CURRENT SURVEY CONTROL
 LK0110  ___________________________________________________________________
 LK0110* NAD 83(1986)-  40 23 41.     (N)    102 38 43.     (W)     SCALED    
 LK0110* NAVD 88     -      1227.071  (meters)    4025.82   (feet)  ADJUSTED  
 LK0110  ___________________________________________________________________
 LK0110  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 LK0110  DYNAMIC HT  -        1226.138 (meters)    4022.75  (feet)  COMP
 LK0110  MODELED GRAV-     979,822.2   (mgal)                       NAVD 88
 LK0110
 LK0110  VERT ORDER  -  SECOND    CLASS 0
 LK0110
 LK0110.The horizontal coordinates were scaled from a topographic map and have
 LK0110.an estimated accuracy of +/- 6 seconds.
 LK0110
 LK0110.The orthometric height was determined by differential leveling
 LK0110.and adjusted by the National Geodetic Survey in June 1991..
 LK0110
 LK0110.The geoid height was determined by GEOID03.
 LK0110
 LK0110.The dynamic height is computed by dividing the NAVD 88
 LK0110.geopotential number by the normal gravity value computed on the
 LK0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0110.degrees latitude (g = 980.6199 gals.).
 LK0110
 LK0110.The modeled gravity was interpolated from observed gravity values.
 LK0110
 LK0110;                    North         East    Units  Estimated Accuracy
 LK0110;SPC CO N     -   426,550.    1,156,720.      MT  (+/- 180 meters Scaled)
 LK0110
 LK0110                          SUPERSEDED SURVEY CONTROL
 LK0110
 LK0110  NGVD 29 (??/??/92) 1226.537  (m)         4024.06   (f) ADJ UNCH    2 0
 LK0110
 LK0110.Superseded values are not recommended for survey control.
 LK0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0110.See file dsdata.txt to determine how the superseded data were derived.
 LK0110
 LK0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE998742(NAD 83)
 LK0110_MARKER: DB = BENCH MARK DISK
 LK0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0110_STAMPING: J 59 1935
 LK0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0110+STABILITY: SURFACE MOTION
 LK0110
 LK0110  HISTORY     - Date     Condition        Report By
 LK0110  HISTORY     - 1935     MONUMENTED       CGS
 LK0110  HISTORY     - 1942     GOOD             NGS
 LK0110
 LK0110                          STATION DESCRIPTION
 LK0110
 LK0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LK0110'18.4 MI S FROM HAXTUN.
 LK0110'IN YUMA COUNTY, 18.4 MILES SOUTH ALONG STATE HIGHWAY 59 FROM
 LK0110'THE CITY PARK AT HAXTUN, PHILLIPS COUNTY, AT A ROAD INTERSECTION,
 LK0110'37 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 23 FEET WEST OF
 LK0110'THE CENTERLINE OF THE ROAD, 12 FEET SOUTH OF A FENCE CORNER, AND
 LK0110'1-1/2 FEET EAST OF THE FENCE.  A STANDARD DISK, STAMPED J 59 1935
 LK0110'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0572 ***********************************************************************
 JK0572  DESIGNATION -  J 6
 JK0572  PID         -  JK0572
 JK0572  STATE/COUNTY-  CO/FREMONT
 JK0572  USGS QUAD   -  ECHO (1980)
 JK0572
 JK0572                         *CURRENT SURVEY CONTROL
 JK0572  ___________________________________________________________________
 JK0572* NAD 83(1986)-  38 24 50.     (N)    105 34 48.     (W)     SCALED    
 JK0572* NAVD 88     -      1890.335  (meters)    6201.87   (feet)  ADJUSTED  
 JK0572  ___________________________________________________________________
 JK0572  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 JK0572  DYNAMIC HT  -        1888.158 (meters)    6194.73  (feet)  COMP
 JK0572  MODELED GRAV-     979,410.7   (mgal)                       NAVD 88
 JK0572
 JK0572  VERT ORDER  -  FIRST     CLASS II
 JK0572
 JK0572.The horizontal coordinates were scaled from a topographic map and have
 JK0572.an estimated accuracy of +/- 6 seconds.
 JK0572
 JK0572.The orthometric height was determined by differential leveling
 JK0572.and adjusted by the National Geodetic Survey in June 1991..
 JK0572
 JK0572.The geoid height was determined by GEOID03.
 JK0572
 JK0572.The dynamic height is computed by dividing the NAVD 88
 JK0572.geopotential number by the normal gravity value computed on the
 JK0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0572.degrees latitude (g = 980.6199 gals.).
 JK0572
 JK0572.The modeled gravity was interpolated from observed gravity values.
 JK0572
 JK0572;                    North         East    Units  Estimated Accuracy
 JK0572;SPC CO C     -   369,250.      907,420.      MT  (+/- 180 meters Scaled)
 JK0572
 JK0572                          SUPERSEDED SURVEY CONTROL
 JK0572
 JK0572  NGVD 29 (??/??/92) 1889.110  (m)         6197.86   (f) ADJ UNCH    1 2
 JK0572
 JK0572.Superseded values are not recommended for survey control.
 JK0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0572.See file dsdata.txt to determine how the superseded data were derived.
 JK0572
 JK0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC493518(NAD 83)
 JK0572_MARKER: DB = BENCH MARK DISK
 JK0572_SETTING: 80 = SET IN A BOULDER
 JK0572_SP_SET: BOULDER
 JK0572_STAMPING: J 6 1925 6197.914
 JK0572_MARK LOGO: CGS   
 JK0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0572+STABILITY: SURFACE MOTION
 JK0572
 JK0572  HISTORY     - Date     Condition        Report By
 JK0572  HISTORY     - 1925     MONUMENTED       CGS
 JK0572  HISTORY     - 1953     GOOD             NGS
 JK0572  HISTORY     - 1979     GOOD             USGS
 JK0572  HISTORY     - 1984     GOOD             NGS
 JK0572
 JK0572                          STATION DESCRIPTION
 JK0572
 JK0572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0572'0.1 MI NE FROM TEXAS CREEK.
 JK0572'0.1 MILE NORTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0572'RAILROAD FROM THE STATION AT TEXAS CREEK, 120 FEET NORTHWEST OF
 JK0572'MILEPOST 184, 84 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN
 JK0572'TRACK, 37 FEET SOUTHWEST OF A TELEPHONE POLE. 16.2 FEET SOUTHEAST
 JK0572'OF A FENCE, 6 FEET ABOVE THE GROUND, 7 FEET ABOVE THE TOP OF THE
 JK0572'RAILS, SET IN THE TOP OF A 9X12 FOOT GRANITE BOULDER.
 JK0572
 JK0572                          STATION RECOVERY (1979)
 JK0572
 JK0572'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JK0572'0.1 MILE NORTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0572'FROM TEXAS CREEK, 120 FEET NORTHWEST OF MILEPOST 184, 84 FEET
 JK0572'NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 37 FEET SOUTHWEST
 JK0572'OF A TELEPHONE POLE, 16.2 FEET SOUTHEAST OF A FENCE, 6 FEET ABOVE THE
 JK0572'GROUND 7 FEET ABOVE THE TOP OF THE RAILS, SET IN THE TOP OF A 9 X 12
 JK0572'FOOT GRANITE BOULDER.
 JK0572
 JK0572                          STATION RECOVERY (1984)
 JK0572
 JK0572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0572'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  42.1 KM (26.15
 JK0572'MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH STATE
 JK0572'HIGHWAY 115 IN CANON CITY, THENCE 0.3 KM (0.2 MI) NORTHEAST ALONG A
 JK0572'DIRT ROAD, THENCE 0.3 KM (0.2 MI) NORTHEAST ALONG THE DENVER AND RIO
 JK0572'GRANDE WESTERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0300 ***********************************************************************
 LK0300  DESIGNATION -  J 61
 LK0300  PID         -  LK0300
 LK0300  STATE/COUNTY-  CO/MORGAN
 LK0300  USGS QUAD   -  VALLERY (1984)
 LK0300
 LK0300                         *CURRENT SURVEY CONTROL
 LK0300  ___________________________________________________________________
 LK0300* NAD 83(1986)-  40 14 31.     (N)    103 55 29.     (W)     SCALED    
 LK0300* NAVD 88     -      1343.468  (meters)    4407.69   (feet)  ADJUSTED  
 LK0300  ___________________________________________________________________
 LK0300  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 LK0300  DYNAMIC HT  -        1342.373 (meters)    4404.10  (feet)  COMP
 LK0300  MODELED GRAV-     979,763.1   (mgal)                       NAVD 88
 LK0300
 LK0300  VERT ORDER  -  FIRST     CLASS II
 LK0300
 LK0300.The horizontal coordinates were scaled from a topographic map and have
 LK0300.an estimated accuracy of +/- 6 seconds.
 LK0300
 LK0300.The orthometric height was determined by differential leveling
 LK0300.and adjusted by the National Geodetic Survey in June 1991..
 LK0300
 LK0300.The geoid height was determined by GEOID03.
 LK0300
 LK0300.The dynamic height is computed by dividing the NAVD 88
 LK0300.geopotential number by the normal gravity value computed on the
 LK0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0300.degrees latitude (g = 980.6199 gals.).
 LK0300
 LK0300.The modeled gravity was interpolated from observed gravity values.
 LK0300
 LK0300;                    North         East    Units  Estimated Accuracy
 LK0300;SPC CO N     -   406,880.    1,048,430.      MT  (+/- 180 meters Scaled)
 LK0300
 LK0300                          SUPERSEDED SURVEY CONTROL
 LK0300
 LK0300  NGVD 29 (??/??/92) 1342.738  (m)         4405.30   (f) ADJ UNCH    1 2
 LK0300
 LK0300.Superseded values are not recommended for survey control.
 LK0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0300.See file dsdata.txt to determine how the superseded data were derived.
 LK0300
 LK0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE914551(NAD 83)
 LK0300_MARKER: DB = BENCH MARK DISK
 LK0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0300_SP_SET: CONCRETE POST
 LK0300_STAMPING: J 61 1934
 LK0300_MARK LOGO: CGS   
 LK0300_PROJECTION: PROJECTING 10 CENTIMETERS
 LK0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0300+STABILITY: SURFACE MOTION
 LK0300
 LK0300  HISTORY     - Date     Condition        Report By
 LK0300  HISTORY     - 1934     MONUMENTED       CGS
 LK0300  HISTORY     - 1935     GOOD             NGS
 LK0300  HISTORY     - 1977     GOOD             NGS
 LK0300  HISTORY     - 1984     GOOD             NGS
 LK0300
 LK0300                          STATION DESCRIPTION
 LK0300
 LK0300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LK0300'8.4 MI W FROM FORT MORGAN.
 LK0300'8.4 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LK0300'FROM THE STATION AT FORT MORGAN, MORGAN COUNTY, 8.3 MILES EAST OF
 LK0300'WIGGINS, 0.3 MILE EAST OF MILEPOST 471, AT A ROAD CROSSING, 98
 LK0300'FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 6, 96 FEET EAST OF THE
 LK0300'CENTERLINE OF THE CROSS ROAD, AND 27 FEET NORTH OF THE CENTERLINE
 LK0300'OF THE TRACK.  A STANDARD DISK, STAMPED J 61 1934 AND SET IN THE
 LK0300'TOP OF A CONCRETE POST.
 LK0300
 LK0300                          STATION RECOVERY (1977)
 LK0300
 LK0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LK0300'RECOVERED IN GOOD CONDITION.
 LK0300
 LK0300                          STATION RECOVERY (1984)
 LK0300
 LK0300'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LK0300'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  11.4 KM
 LK0300'(7.1 MI) WESTERLY ALONG INTERSTATE HIGHWAY 76 FROM ITS JUNCTION WITH
 LK0300'STATE HIGHWAY 52 IN FORT MORGAN, 56.5 M (185.4 FT) SOUTH OF THE
 LK0300'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 31.3 M (102.7 FT)
 LK0300'EAST OF THE CENTER OF LONG BRIDGE ROAD, 18.7 M (59.7 FT) NORTHWEST OF
 LK0300'THE NORTHWEST CORNER OF A METAL SHED, AND 6.4 M (21.0 FT) NORTH OF
 LK0300'THE NEAR RAIL OF THE BURLINGTON NORTHERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0277 ***********************************************************************
 LK0277  DESIGNATION -  J 61
 LK0277  PID         -  LK0277
 LK0277  STATE/COUNTY-  CO/MORGAN
 LK0277  USGS QUAD   -  BRUSH EAST (1984)
 LK0277
 LK0277                         *CURRENT SURVEY CONTROL
 LK0277  ___________________________________________________________________
 LK0277* NAD 83(1986)-  40 15 14.     (N)    103 37 18.     (W)     SCALED    
 LK0277* NAVD 88     -      1292.384  (meters)    4240.10   (feet)  ADJUSTED  
 LK0277  ___________________________________________________________________
 LK0277  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 LK0277  DYNAMIC HT  -        1291.364 (meters)    4236.75  (feet)  COMP
 LK0277  MODELED GRAV-     979,791.5   (mgal)                       NAVD 88
 LK0277
 LK0277  VERT ORDER  -  SECOND    CLASS 0
 LK0277
 LK0277.The horizontal coordinates were scaled from a topographic map and have
 LK0277.an estimated accuracy of +/- 6 seconds.
 LK0277
 LK0277.The orthometric height was determined by differential leveling
 LK0277.and adjusted by the National Geodetic Survey in June 1991..
 LK0277
 LK0277.The geoid height was determined by GEOID03.
 LK0277
 LK0277.The dynamic height is computed by dividing the NAVD 88
 LK0277.geopotential number by the normal gravity value computed on the
 LK0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0277.degrees latitude (g = 980.6199 gals.).
 LK0277
 LK0277.The modeled gravity was interpolated from observed gravity values.
 LK0277
 LK0277;                    North         East    Units  Estimated Accuracy
 LK0277;SPC CO N     -   408,700.    1,074,190.      MT  (+/- 180 meters Scaled)
 LK0277
 LK0277                          SUPERSEDED SURVEY CONTROL
 LK0277
 LK0277  NGVD 29 (??/??/92) 1291.734  (m)         4237.96   (f) ADJ UNCH    2 0
 LK0277
 LK0277.Superseded values are not recommended for survey control.
 LK0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0277.See file dsdata.txt to determine how the superseded data were derived.
 LK0277
 LK0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE172568(NAD 83)
 LK0277_MARKER: DB = BENCH MARK DISK
 LK0277_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LK0277_SP_SET: FOUNDATION
 LK0277_STAMPING: J 61 1935
 LK0277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0277
 LK0277  HISTORY     - Date     Condition        Report By
 LK0277  HISTORY     - 1935     MONUMENTED       CGS
 LK0277  HISTORY     - 1938     GOOD             NGS
 LK0277  HISTORY     - 1977     GOOD             NGS
 LK0277
 LK0277                          STATION DESCRIPTION
 LK0277
 LK0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 LK0277'AT BRUSH.
 LK0277'AT BRUSH, MORGAN COUNTY, 150 FEET SOUTHEAST OF THE CHICAGO,
 LK0277'BURLINGTON AND QUINCY RAILROAD STATION, AT A WATER TANK, AND IN
 LK0277'THE TOP OF THE NORTHEAST CORNER OF THE FOUNDATION OF THE CENTER
 LK0277'PILLAR.  A STANDARD DISK, STAMPED J 61 1935.
 LK0277
 LK0277                          STATION RECOVERY (1977)
 LK0277
 LK0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LK0277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0236 ***********************************************************************
 LL0236  DESIGNATION -  J 62
 LL0236  PID         -  LL0236
 LL0236  STATE/COUNTY-  CO/WELD
 LL0236  USGS QUAD   -  KEENESBURG (1975)
 LL0236
 LL0236                         *CURRENT SURVEY CONTROL
 LL0236  ___________________________________________________________________
 LL0236* NAD 83(1986)-  40 04 24.     (N)    104 33 31.     (W)     SCALED    
 LL0236* NAVD 88     -      1524.549  (meters)    5001.79   (feet)  POSTED    
 LL0236  ___________________________________________________________________
 LL0236  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 LL0236  DYNAMIC HT  -        1523.200 (meters)    4997.37  (feet)  COMP
 LL0236  MODELED GRAV-     979,687.6   (mgal)                       NAVD 88
 LL0236
 LL0236  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0236
 LL0236.The horizontal coordinates were scaled from a topographic map and have
 LL0236.an estimated accuracy of +/- 6 seconds.
 LL0236
 LL0236.The orthometric height was determined by differential leveling
 LL0236.and adjusted by the National Geodetic Survey in 1992..
 LL0236.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0236.rate of 0.0 thru 1.0 mm/km.
 LL0236
 LL0236.The geoid height was determined by GEOID03.
 LL0236
 LL0236.The dynamic height is computed by dividing the NAVD 88
 LL0236.geopotential number by the normal gravity value computed on the
 LL0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0236.degrees latitude (g = 980.6199 gals.).
 LL0236
 LL0236.The modeled gravity was interpolated from observed gravity values.
 LL0236
 LL0236;                    North         East    Units  Estimated Accuracy
 LL0236;SPC CO N     -   387,390.      994,700.      MT  (+/- 180 meters Scaled)
 LL0236
 LL0236                          SUPERSEDED SURVEY CONTROL
 LL0236
 LL0236  NGVD 29 (??/??/92) 1523.690  (m)         4998.97   (f) ADJ UNCH    2 0
 LL0236
 LL0236.Superseded values are not recommended for survey control.
 LL0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0236.See file dsdata.txt to determine how the superseded data were derived.
 LL0236
 LL0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE376359(NAD 83)
 LL0236_MARKER: DB = BENCH MARK DISK
 LL0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0236_STAMPING: J 62 1934
 LL0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0236+STABILITY: SURFACE MOTION
 LL0236
 LL0236  HISTORY     - Date     Condition        Report By
 LL0236  HISTORY     - 1934     MONUMENTED       CGS
 LL0236  HISTORY     - 1965     MARK NOT FOUND
 LL0236  HISTORY     - 1979     MARK NOT FOUND   NGS
 LL0236
 LL0236                          STATION DESCRIPTION
 LL0236
 LL0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0236'4.5 MI E FROM HUDSON.
 LL0236'4.5 MILES EAST ALONG STATE HIGHWAY 52 FROM HUDSON, WELD COUNTY,
 LL0236'1.0 MILE WEST OF A STEEL-GIRDER BRIDGE, 34 FEET NORTH OF THE
 LL0236'CENTERLINE OF THE HIGHWAY, 2 FEET SOUTH OF A FENCE LINE, IN LINE
 LL0236'WITH A ROW OF POLES, AND BETWEEN POLES 7 AND 8.  A STANDARD DISK,
 LL0236'STAMPED J 62 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LL0236
 LL0236                          STATION RECOVERY (1965)
 LL0236
 LL0236'RECOVERED 1965
 LL0236'MARK NOT FOUND.
 LL0236
 LL0236                          STATION RECOVERY (1979)
 LL0236
 LL0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LL0236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0335 ***********************************************************************
 HK0335  DESIGNATION -  J 64
 HK0335  PID         -  HK0335
 HK0335  STATE/COUNTY-  CO/COSTILLA
 HK0335  USGS QUAD   -  SAN ACACIO (1982)
 HK0335
 HK0335                         *CURRENT SURVEY CONTROL
 HK0335  ___________________________________________________________________
 HK0335* NAD 83(1986)-  37 09 39.     (N)    105 35 09.     (W)     SCALED    
 HK0335* NAVD 88     -      2355.347  (meters)    7727.50   (feet)  ADJUSTED  
 HK0335  ___________________________________________________________________
 HK0335  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 HK0335  DYNAMIC HT  -        2352.157 (meters)    7717.04  (feet)  COMP
 HK0335  MODELED GRAV-     979,191.9   (mgal)                       NAVD 88
 HK0335
 HK0335  VERT ORDER  -  SECOND    CLASS 0
 HK0335
 HK0335.The horizontal coordinates were scaled from a topographic map and have
 HK0335.an estimated accuracy of +/- 6 seconds.
 HK0335
 HK0335.The orthometric height was determined by differential leveling
 HK0335.and adjusted by the National Geodetic Survey in June 1991..
 HK0335
 HK0335.The geoid height was determined by GEOID03.
 HK0335
 HK0335.The dynamic height is computed by dividing the NAVD 88
 HK0335.geopotential number by the normal gravity value computed on the
 HK0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0335.degrees latitude (g = 980.6199 gals.).
 HK0335
 HK0335.The modeled gravity was interpolated from observed gravity values.
 HK0335
 HK0335;                    North         East    Units  Estimated Accuracy
 HK0335;SPC CO S     -   359,650.      906,780.      MT  (+/- 180 meters Scaled)
 HK0335
 HK0335                          SUPERSEDED SURVEY CONTROL
 HK0335
 HK0335  NGVD 29 (??/??/92) 2354.048  (m)         7723.24   (f) ADJ UNCH    2 0
 HK0335
 HK0335.Superseded values are not recommended for survey control.
 HK0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0335.See file dsdata.txt to determine how the superseded data were derived.
 HK0335
 HK0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB479128(NAD 83)
 HK0335_MARKER: DB = BENCH MARK DISK
 HK0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0335_STAMPING: J 64 1934
 HK0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0335+STABILITY: SURFACE MOTION
 HK0335
 HK0335  HISTORY     - Date     Condition        Report By
 HK0335  HISTORY     - 1934     MONUMENTED       CGS
 HK0335
 HK0335                          STATION DESCRIPTION
 HK0335
 HK0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0335'4.3 MI N FROM MESITA.
 HK0335'ABOUT 4.3 MILES NORTH ALONG THE SAN LUIS VALLEY SOUTHERN RAILWAY
 HK0335'FROM MESITA, COSTILLA COUNTY, ABOUT 4.0 MILES SOUTH OF SAN ACACIO,
 HK0335'AT THE SOUTH END OF A FILL, ABOUT 6 POLES SOUTH OF A CATTLE GUARD,
 HK0335'47 FEET EAST OF THE CENTER LINE OF THE TRACK, AND 6 FEET SOUTHEAST
 HK0335'OF POLE 769.  A STANDARD DISK, STAMPED J 64 1934 AND SET IN THE
 HK0335'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0323 ***********************************************************************
 HK0323  DESIGNATION -  J 65
 HK0323  PID         -  HK0323
 HK0323  STATE/COUNTY-  CO/COSTILLA
 HK0323  USGS QUAD   -  SAN ACACIO (1982)
 HK0323
 HK0323                         *CURRENT SURVEY CONTROL
 HK0323  ___________________________________________________________________
 HK0323* NAD 83(1986)-  37 11 04.     (N)    105 35 40.     (W)     SCALED    
 HK0323* NAVD 88     -      2330.245  (meters)    7645.15   (feet)  ADJUSTED  
 HK0323  ___________________________________________________________________
 HK0323  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 HK0323  DYNAMIC HT  -        2327.107 (meters)    7634.85  (feet)  COMP
 HK0323  MODELED GRAV-     979,200.4   (mgal)                       NAVD 88
 HK0323
 HK0323  VERT ORDER  -  SECOND    CLASS 0
 HK0323
 HK0323.The horizontal coordinates were scaled from a topographic map and have
 HK0323.an estimated accuracy of +/- 6 seconds.
 HK0323
 HK0323.The orthometric height was determined by differential leveling
 HK0323.and adjusted by the National Geodetic Survey in June 1991..
 HK0323
 HK0323.The geoid height was determined by GEOID03.
 HK0323
 HK0323.The dynamic height is computed by dividing the NAVD 88
 HK0323.geopotential number by the normal gravity value computed on the
 HK0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0323.degrees latitude (g = 980.6199 gals.).
 HK0323
 HK0323.The modeled gravity was interpolated from observed gravity values.
 HK0323
 HK0323;                    North         East    Units  Estimated Accuracy
 HK0323;SPC CO S     -   362,270.      906,020.      MT  (+/- 180 meters Scaled)
 HK0323
 HK0323                          SUPERSEDED SURVEY CONTROL
 HK0323
 HK0323  NGVD 29 (??/??/92) 2328.955  (m)         7640.91   (f) ADJ UNCH    2 0
 HK0323
 HK0323.Superseded values are not recommended for survey control.
 HK0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0323.See file dsdata.txt to determine how the superseded data were derived.
 HK0323
 HK0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB472154(NAD 83)
 HK0323_MARKER: DB = BENCH MARK DISK
 HK0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0323_STAMPING: J 65 1934
 HK0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0323+STABILITY: SURFACE MOTION
 HK0323
 HK0323  HISTORY     - Date     Condition        Report By
 HK0323  HISTORY     - 1934     MONUMENTED       CGS
 HK0323
 HK0323                          STATION DESCRIPTION
 HK0323
 HK0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0323'9.7 MI W FROM SAN LUIS.
 HK0323'9.7 MI W OF SAN LUIS, 0.9 MI WEST OF THE JUNCTION OF STATE HWY
 HK0323'136 AND 99, 58 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 HK0323'2 FEET SOUTH OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0212 ***********************************************************************
 HK0212  DESIGNATION -  J 66 RESET
 HK0212  PID         -  HK0212
 HK0212  STATE/COUNTY-  CO/LAS ANIMAS
 HK0212  USGS QUAD   -  STONEWALL (1994)
 HK0212
 HK0212                         *CURRENT SURVEY CONTROL
 HK0212  ___________________________________________________________________
 HK0212* NAD 83(1986)-  37 14 20.     (N)    105 02 12.     (W)     SCALED    
 HK0212* NAVD 88     -      2599.12   (meters)    8527.3    (feet)  RESET     
 HK0212  ___________________________________________________________________
 HK0212  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 HK0212
 HK0212  VERT ORDER  -  THIRD
 HK0212
 HK0212.The horizontal coordinates were scaled from a topographic map and have
 HK0212.an estimated accuracy of +/- 6 seconds.
 HK0212
 HK0212.The orthometric height was computed from unverified reset data.
 HK0212
 HK0212.The geoid height was determined by GEOID03.
 HK0212
 HK0212;                    North         East    Units  Estimated Accuracy
 HK0212;SPC CO S     -   368,410.      955,510.      MT  (+/- 180 meters Scaled)
 HK0212
 HK0212                          SUPERSEDED SURVEY CONTROL
 HK0212
 HK0212.No superseded survey control is available for this station.
 HK0212
 HK0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB967213(NAD 83)
 HK0212_MARKER: DB = BENCH MARK DISK
 HK0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0212_STAMPING: J 66 1934
 HK0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0212+STABILITY: SURFACE MOTION
 HK0212
 HK0212  HISTORY     - Date     Condition        Report By
 HK0212  HISTORY     - 1934     MONUMENTED       COGS
 HK0212  HISTORY     - 1967     GOOD             NGS
 HK0212  HISTORY     - 1976     GOOD             NGS
 HK0212  HISTORY     - 1976     GOOD             NGS
 HK0212
 HK0212                          STATION DESCRIPTION
 HK0212
 HK0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HK0212'18.6 MI N FROM WESTON.
 HK0212'ABOUT 18.6 MILES NORTH ALONG STATE HIGHWAY 111 FROM WESTON, LAS ANIMAS
 HK0212'COUNTY, ABOUT 7.3 MILES NORTH OF STONEWALL CAMP, ABOUT 200 YARDS EAST
 HK0212'OF A DAM, ABOUT 80 FEET SOUTHWEST OF A BRIDGE, 21 FEET WEST OF A
 HK0212'SECONDARY ROAD LEADING WEST, 25 FEET WEST OF THE CENTERLINE OF THE
 HK0212'OLD HIGHWAY.  NOTE-- THE NEW LOCATION IS 200 FEET SOUTHEAST OF THE
 HK0212'OLD MARK.  THIS BENCH MARK IS NOW SITUATED APPROXIMATELY 1/2 MILE
 HK0212'SOUTH OF THE FORK IN STATE ROAD NO. 111, ON THE UPPER FORK AND BELOW
 HK0212'THE NEW DAM (NORTH LAKE), 125 FEET SOUTH OF THE ARROYO ABOUT 40 FEET
 HK0212'LEFT (EAST) OF THE PRESENT ROAD, AND SET IN THE TOP OF A CONCRETE
 HK0212'POST, WHICH PROJECTS 6 INCHES ABOVE THE GROUND.
 HK0212
 HK0212                          STATION RECOVERY (1976)
 HK0212
 HK0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HK0212'MARK WAS RECOVERED AFTER MUCH DIFFICULTY, DUE TO ROAD CHANGE AND A
 HK0212'NEW LAKE AND DAM IN AREA. DISK WAS STAMPED INCORRECTLY. IT IS NOW
 HK0212'STAMPED CORRECTLY. A NEW DESCRIPTION FOLLOWS. MARK IS REACHED FROM
 HK0212'THE POST OFFICE IN WESTON. GO NORTHERLY ON STATE HIGHWAY 12 FOR 15.5
 HK0212'MILES TO THE MONUMENT LAKE ENTRANCE ON RIGHT. CONTINUE STRAIGHT AHEAD
 HK0212'ON HIGHWAY 12 FOR 2.3 MILES TO A GRAVELED ROAD ON RIGHT AND HOUSE ON
 HK0212'RIGHT THAT SETS BACK OFF ROAD. TURN RIGHT AND GO EAST, NORTHEAST AND
 HK0212'EAST AGAIN ON THE GRAVELED ROAD FOR 0.55 MILE TO A POINT WHERE ROAD
 HK0212'MAKES A COMPLETE U-TURN TO THE LEFT AND SOME WHITE CABINS ON THE EAST
 HK0212'SIDE OF ROAD. TURN LEFT AND FOLLOW ROAD, NORTHERLY, DOWNHILL FOR
 HK0212'ABOUT 0.15 MILE TO THE LOWER PART OF A DAM AND MARK IS ON THE RIGHT.
 HK0212'MARK IS ABOUT 170 FEET SOUTHEAST OF THE LOWER PART OF THE DAM
 HK0212'SPILLWAY, 40 FEET EAST OF THE MAIN GRAVELED ROAD, 24 FEET NORTH OF A
 HK0212'GRAVELED ROAD AND 2.5 FEET NORTH OF A METAL WITNESS POST. A STANDARD
 HK0212'BENCH MARK DISK, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 HK0212'PROJECTING ABOUT 8 INCHES.
 HK0212
 HK0212                          STATION RECOVERY (1976)
 HK0212
 HK0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 HK0212'MARK WAS RECOVERED AFTER MUCH DIFFICULTY, DUE TO ROAD CHANGE AND A
 HK0212'NEW LAKE AND DAM IN AREA. DISK WAS STAMPED INCORRECTLY. IT IS NOW
 HK0212'STAMPED CORRECTLY. A NEW DESCRIPTION FOLLOWS. MARK IS REACHED FROM
 HK0212'THE POST OFFICE IN WESTON. GO NORTHERLY ON STATE HIGHWAY 12 FOR 15.5
 HK0212'MILES TO THE MONUMENT LAKE ENTRANCE ON RIGHT. CONTINUE STRAIGHT AHEAD
 HK0212'ON HIGHWAY 12 FOR 2.3 MILES TO A GRAVELED ROAD ON RIGHT AND HOUSE ON
 HK0212'RIGHT THAT SETS BACK OFF ROAD. TURN RIGHT AND GO EAST, NORTHEAST AND
 HK0212'EAST AGAIN ON THE GRAVELED ROAD FOR 0.55 MILE TO A POINT WHERE ROAD
 HK0212'MAKES A COMPLETE U-TURN TO THE LEFT AND SOME WHITE CABINS ON THE EAST
 HK0212'SIDE OF ROAD. TURN LEFT AND FOLLOW ROAD, NORTHERLY, DOWNHILL FOR
 HK0212'ABOUT 0.15 MILE TO THE LOWER PART OF A DAM AND MARK IS ON THE RIGHT.
 HK0212'MARK IS ABOUT 170 FEET SOUTHEAST OF THE LOWER PART OF THE DAM
 HK0212'SPILLWAY, 40 FEET EAST OF THE MAIN GRAVELED ROAD, 24 FEET NORTH OF A
 HK0212'GRAVELED ROAD AND 2.5 FEET NORTH OF A METAL WITNESS POST. A STANDARD
 HK0212'BENCH MARK DISK, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0109 ***********************************************************************
 HK0109  DESIGNATION -  J 67
 HK0109  PID         -  HK0109
 HK0109  STATE/COUNTY-  CO/LAS ANIMAS
 HK0109  USGS QUAD   -  WESTON (1971)
 HK0109
 HK0109                         *CURRENT SURVEY CONTROL
 HK0109  ___________________________________________________________________
 HK0109* NAD 83(1992)-  37 07 43.68888(N)    104 48 11.87451(W)     ADJUSTED  
 HK0109* NAVD 88     -      2048.401  (meters)    6720.46   (feet)  ADJUSTED  
 HK0109  ___________________________________________________________________
 HK0109  X           -  -1,301,267.827 (meters)                     COMP
 HK0109  Y           -  -4,923,953.250 (meters)                     COMP
 HK0109  Z           -   3,830,025.012 (meters)                     COMP
 HK0109  LAPLACE CORR-          -7.34  (seconds)                    DEFLEC99
 HK0109  ELLIP HEIGHT-        2030.38  (meters)          (12/03/02) GPS OBS
 HK0109  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 HK0109  DYNAMIC HT  -        2045.751 (meters)    6711.77  (feet)  COMP
 HK0109  MODELED GRAV-     979,264.1   (mgal)                       NAVD 88
 HK0109
 HK0109  HORZ ORDER  -  FIRST
 HK0109  VERT ORDER  -  SECOND    CLASS 0
 HK0109  ELLP ORDER  -  FOURTH    CLASS II
 HK0109
 HK0109.The horizontal coordinates were established by GPS observations
 HK0109.and adjusted by the National Geodetic Survey in December 1994..
 HK0109
 HK0109.The orthometric height was determined by differential leveling
 HK0109.and adjusted by the National Geodetic Survey in June 1991..
 HK0109
 HK0109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HK0109
 HK0109.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0109
 HK0109.The ellipsoidal height was determined by GPS observations
 HK0109.and is referenced to NAD 83.
 HK0109
 HK0109.The geoid height was determined by GEOID03.
 HK0109
 HK0109.The dynamic height is computed by dividing the NAVD 88
 HK0109.geopotential number by the normal gravity value computed on the
 HK0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0109.degrees latitude (g = 980.6199 gals.).
 HK0109
 HK0109.The modeled gravity was interpolated from observed gravity values.
 HK0109
 HK0109;                    North         East     Units Scale Factor Converg.
 HK0109;SPC CO S     -   356,321.477   976,312.338   MT  1.00002062   +0 25 38.4
 HK0109;SPC CO S     - 1,169,031.38  3,203,118.06   sFT  1.00002062   +0 25 38.4
 HK0109;UTM  13      - 4,109,179.106   517,472.172   MT  0.99960376   +0 07 07.4
 HK0109
 HK0109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0109!SPC CO S     -   0.99968147  x   1.00002062  =   0.99970209
 HK0109!UTM  13      -   0.99968147  x   0.99960376  =   0.99928536
 HK0109
 HK0109                          SUPERSEDED SURVEY CONTROL
 HK0109
 HK0109  ELLIP H (12/30/94) 2030.38   (m)                       GP(       ) 3 1
 HK0109  NAVD 88 (12/30/94) 2048.40   (m)         6720.5    (f) LEVELING    3  
 HK0109
 HK0109.Superseded values are not recommended for survey control.
 HK0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0109.See file dsdata.txt to determine how the superseded data were derived.
 HK0109
 HK0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB1747209179(NAD 83)
 HK0109_MARKER: DB = BENCH MARK DISK
 HK0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0109_STAMPING: J 67 1934
 HK0109_MARK LOGO: CGS   
 HK0109_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HK0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0109+STABILITY: SURFACE MOTION
 HK0109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HK0109+SATELLITE: SATELLITE OBSERVATIONS - June 09, 1994
 HK0109
 HK0109  HISTORY     - Date     Condition        Report By
 HK0109  HISTORY     - 1934     MONUMENTED       CGS
 HK0109  HISTORY     - 19940609 GOOD             CODOT
 HK0109
 HK0109                          STATION DESCRIPTION
 HK0109
 HK0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0109'2.6 MI E FROM WESTON.
 HK0109'ABOUT 2.6 MILES EAST ALONG THE COLORADO AND WYOMING RAILWAY FROM
 HK0109'WESTON, LAS ANIMAS COUNTY, ABOUT 26 POLES EAST OF MILEPOST 17,
 HK0109'ABOUT 1 POLE WEST OF BRIDGE 16-A, 26 FEET SOUTH OF THE CENTER LINE
 HK0109'OF THE TRACK, AND 1 FOOT NORTH OF A POLE.  A STANDARD DISK, STAMPED
 HK0109'J 67 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HK0109
 HK0109                          STATION RECOVERY (1994)
 HK0109
 HK0109'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1994 (PG)
 HK0109'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) EAST OF WESTON, 1.4 MI
 HK0109'(2.3 KM) EAST-SOUTHEAST OF CORDOVA PLAZA AND 0.6 MI (1.0 KM) WEST OF
 HK0109'MEDINA PLAZA, IN THE NORTHEAST 1/4 OF SECTION 32, T 33 S, R 66 W, AT
 HK0109'STATE HIGHWAY 12 MILEPOST 51.3.  OWNERSHIP--COLORADO AND WYOMING
 HK0109'RAILROAD RIGHT-OF-WAY. TO REACH THE STATION FROM THE EASTERN ENTRANCE
 HK0109'TO PRIMERO HIGH SCHOOL IN MEDINA PLAZA, GO WEST ON STATE HIGHWAY 12
 HK0109'FOR 0.65 MI (1.05 KM) TO A GATE AND FIELD ROAD SOUTH.  ENTER THE GATE
 HK0109'68.5 M (224.7 FT) WEST OF HIGHWAY STRUCTURE--P 17 L--.  TURN LEFT,
 HK0109'SOUTH, THROUGH THE GATE FOR 0.05 MI (0.08 KM) TO THE RAILROAD
 HK0109'RIGHT-OF-WAY FENCE AND GATE. PASS THROUGH THE GATE AND CROSS THE
 HK0109'TRACKS TO THE STATION ON THE LEFT. THE MARK IS A STANDARD DISK SET IN
 HK0109'A SQUARE CONCRETE POST PROJECTING 0.3 M (1.0 FT) ABOVE THE GROUND.  IT
 HK0109'IS 57.2 M (187.7 FT) WEST OF THE CENTER OF RAILROAD BRIDGE NUMBER 19
 HK0109'A, 23.1 M (75.8 FT) SOUTH OF THE NORTHERN RAILROAD RIGHT-OF-WAY FENCE,
 HK0109'8.1 M (26.6 FT) SOUTH OF THE CENTER OF THE COLORADO AND WYOMING
 HK0109'RAILROAD TRACKS, 7.4 M (24.3 FT) NORTH OF THE SOUTHERN RIALROAD
 HK0109'RIGHT-OF-WAY TRACKS AND 0.45 M (1.48 FT) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0075 ***********************************************************************
 HK0075  DESIGNATION -  J 68
 HK0075  PID         -  HK0075
 HK0075  STATE/COUNTY-  CO/LAS ANIMAS
 HK0075  USGS QUAD   -  ABEYTA (1971)
 HK0075
 HK0075                         *CURRENT SURVEY CONTROL
 HK0075  ___________________________________________________________________
 HK0075* NAD 83(1986)-  37 07 25.     (N)    104 13 15.     (W)     SCALED    
 HK0075* NAVD 88     -      1729.555  (meters)    5674.38   (feet)  ADJUSTED  
 HK0075  ___________________________________________________________________
 HK0075  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 HK0075  DYNAMIC HT  -        1727.514 (meters)    5667.69  (feet)  COMP
 HK0075  MODELED GRAV-     979,389.7   (mgal)                       NAVD 88
 HK0075
 HK0075  VERT ORDER  -  SECOND    CLASS 0
 HK0075
 HK0075.The horizontal coordinates were scaled from a topographic map and have
 HK0075.an estimated accuracy of +/- 6 seconds.
 HK0075
 HK0075.The orthometric height was determined by differential leveling
 HK0075.and adjusted by the National Geodetic Survey in June 1991..
 HK0075
 HK0075.The geoid height was determined by GEOID03.
 HK0075
 HK0075.The dynamic height is computed by dividing the NAVD 88
 HK0075.geopotential number by the normal gravity value computed on the
 HK0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0075.degrees latitude (g = 980.6199 gals.).
 HK0075
 HK0075.The modeled gravity was interpolated from observed gravity values.
 HK0075
 HK0075;                    North         East    Units  Estimated Accuracy
 HK0075;SPC CO S     -   356,290.    1,028,080.      MT  (+/- 180 meters Scaled)
 HK0075
 HK0075                          SUPERSEDED SURVEY CONTROL
 HK0075
 HK0075  NGVD 29 (??/??/92) 1728.642  (m)         5671.39   (f) ADJ UNCH    2 0
 HK0075
 HK0075.Superseded values are not recommended for survey control.
 HK0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0075.See file dsdata.txt to determine how the superseded data were derived.
 HK0075
 HK0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB692088(NAD 83)
 HK0075_MARKER: DB = BENCH MARK DISK
 HK0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0075_STAMPING: J 68 1934
 HK0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0075+STABILITY: SURFACE MOTION
 HK0075
 HK0075  HISTORY     - Date     Condition        Report By
 HK0075  HISTORY     - 1934     MONUMENTED       CGS
 HK0075
 HK0075                          STATION DESCRIPTION
 HK0075
 HK0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0075'7.7 MI SE FROM GARCIA.
 HK0075'ABOUT 7.7 MILES SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILWAY
 HK0075'FROM GARCIA, LAS ANIMAS COUNTY, ABOUT 102 FEET WEST OF MILEPOST 236,
 HK0075'ON THE NORTHWEST SLOPE OF A HILL, ABOUT 90 FEET SOUTHWEST OF THE
 HK0075'CENTER LINE OF THE TRACK, 45 FEET SOUTHWEST OF A POLE, AND 2 FEET
 HK0075'NORTHEAST OF A FENCE LINE.  A STANDARD DISK, STAMPED J 68 1934 AND
 HK0075'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0055 ***********************************************************************
 HK0055  DESIGNATION -  J 69
 HK0055  PID         -  HK0055
 HK0055  STATE/COUNTY-  CO/LAS ANIMAS
 HK0055  USGS QUAD   -  TYRONE (1993)
 HK0055
 HK0055                         *CURRENT SURVEY CONTROL
 HK0055  ___________________________________________________________________
 HK0055* NAD 83(1986)-  37 25 19.     (N)    104 13 22.     (W)     SCALED    
 HK0055* NAVD 88     -      1672.171  (meters)    5486.11   (feet)  ADJUSTED  
 HK0055  ___________________________________________________________________
 HK0055  GEOID HEIGHT-         -19.78  (meters)                     GEOID03
 HK0055  DYNAMIC HT  -        1670.238 (meters)    5479.77  (feet)  COMP
 HK0055  MODELED GRAV-     979,415.0   (mgal)                       NAVD 88
 HK0055
 HK0055  VERT ORDER  -  SECOND    CLASS 0
 HK0055
 HK0055.The horizontal coordinates were scaled from a topographic map and have
 HK0055.an estimated accuracy of +/- 6 seconds.
 HK0055
 HK0055.The orthometric height was determined by differential leveling
 HK0055.and adjusted by the National Geodetic Survey in June 1991..
 HK0055
 HK0055.The geoid height was determined by GEOID03.
 HK0055
 HK0055.The dynamic height is computed by dividing the NAVD 88
 HK0055.geopotential number by the normal gravity value computed on the
 HK0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0055.degrees latitude (g = 980.6199 gals.).
 HK0055
 HK0055.The modeled gravity was interpolated from observed gravity values.
 HK0055
 HK0055;                    North         East    Units  Estimated Accuracy
 HK0055;SPC CO S     -   389,400.    1,027,450.      MT  (+/- 180 meters Scaled)
 HK0055
 HK0055                          SUPERSEDED SURVEY CONTROL
 HK0055
 HK0055  NGVD 29 (??/??/92) 1671.271  (m)         5483.16   (f) ADJ UNCH    2 0
 HK0055
 HK0055.Superseded values are not recommended for survey control.
 HK0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0055.See file dsdata.txt to determine how the superseded data were derived.
 HK0055
 HK0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB687419(NAD 83)
 HK0055_MARKER: DB = BENCH MARK DISK
 HK0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0055_STAMPING: J 69 1934
 HK0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0055+STABILITY: SURFACE MOTION
 HK0055
 HK0055  HISTORY     - Date     Condition        Report By
 HK0055  HISTORY     - 1934     MONUMENTED       CGS
 HK0055
 HK0055                          STATION DESCRIPTION
 HK0055
 HK0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0055'2 MI SW FROM TYRONE.
 HK0055'ABOUT 2.0 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA
 HK0055'FE RAILWAY FROM THE STATION AT TYRONE, LAS ANIMAS COUNTY, ABOUT
 HK0055'0.1 MILE SOUTHWEST OF A BRIDGE, 99 FEET SOUTHEAST OF THE CENTER
 HK0055'LINE OF THE TRACK, 30 FEET SOUTHEAST OF A POLE WITH TWO SUPPORTS,
 HK0055'AND 1 FOOT NORTHWEST OF A FENCE.  A STANDARD DISK, STAMPED J 69
 HK0055'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0194 ***********************************************************************
 HJ0194  DESIGNATION -  J 70
 HJ0194  PID         -  HJ0194
 HJ0194  STATE/COUNTY-  CO/OTERO
 HJ0194  USGS QUAD   -  LA JUNTA (1984)
 HJ0194
 HJ0194                         *CURRENT SURVEY CONTROL
 HJ0194  ___________________________________________________________________
 HJ0194* NAD 83(1992)-  37 55 48.48516(N)    103 37 18.50631(W)     ADJUSTED  
 HJ0194* NAVD 88     -      1301.843  (meters)    4271.13   (feet)  ADJUSTED  
 HJ0194  ___________________________________________________________________
 HJ0194  X           -  -1,186,558.980 (meters)                     COMP
 HJ0194  Y           -  -4,896,491.948 (meters)                     COMP
 HJ0194  Z           -   3,900,117.093 (meters)                     COMP
 HJ0194  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 HJ0194  ELLIP HEIGHT-        1280.07  (meters)          (12/03/02) GPS OBS
 HJ0194  GEOID HEIGHT-         -21.78  (meters)                     GEOID03
 HJ0194  DYNAMIC HT  -        1300.507 (meters)    4266.75  (feet)  COMP
 HJ0194  MODELED GRAV-     979,559.0   (mgal)                       NAVD 88
 HJ0194
 HJ0194  HORZ ORDER  -  FIRST
 HJ0194  VERT ORDER  -  SECOND    CLASS 0
 HJ0194  ELLP ORDER  -  FOURTH    CLASS II
 HJ0194
 HJ0194.The horizontal coordinates were established by GPS observations
 HJ0194.and adjusted by the National Geodetic Survey in January 1997..
 HJ0194
 HJ0194.The orthometric height was determined by differential leveling
 HJ0194.and adjusted by the National Geodetic Survey in June 1991..
 HJ0194
 HJ0194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HJ0194
 HJ0194.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0194
 HJ0194.The ellipsoidal height was determined by GPS observations
 HJ0194.and is referenced to NAD 83.
 HJ0194
 HJ0194.The geoid height was determined by GEOID03.
 HJ0194
 HJ0194.The dynamic height is computed by dividing the NAVD 88
 HJ0194.geopotential number by the normal gravity value computed on the
 HJ0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0194.degrees latitude (g = 980.6199 gals.).
 HJ0194
 HJ0194.The modeled gravity was interpolated from observed gravity values.
 HJ0194
 HJ0194;                    North         East     Units Scale Factor Converg.
 HJ0194;SPC CO S     -   446,685.565 1,079,504.587   MT  0.99994680   +1 09 07.4
 HJ0194;SPC CO S     - 1,465,500.89  3,541,674.63   sFT  0.99994680   +1 09 07.4
 HJ0194;UTM  13      - 4,198,958.905   621,119.224   MT  0.99978068   +0 50 50.2
 HJ0194
 HJ0194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0194!SPC CO S     -   0.99979918  x   0.99994680  =   0.99974599
 HJ0194!UTM  13      -   0.99979918  x   0.99978068  =   0.99957990
 HJ0194
 HJ0194|---------------------------------------------------------------------|
 HJ0194| PID    Reference Object                     Distance      Geod. Az  |
 HJ0194|                                                           dddmmss.s |
 HJ0194| HJ0408 J 70 AZ MK                          393.882 METERS 04735     |
 HJ0194| HJ0404 LA JUNTA SOUTH WATER TANK           APPROX. 7.8 KM 0602111.6 |
 HJ0194| CM8396 J 70 RM 1                            19.033 METERS 13939     |
 HJ0194| CM8397 J 70 RM 2                            18.821 METERS 22828     |
 HJ0194|---------------------------------------------------------------------|
 HJ0194
 HJ0194                          SUPERSEDED SURVEY CONTROL
 HJ0194
 HJ0194  ELLIP H (01/17/97) 1280.03   (m)                       GP(       ) 1 1
 HJ0194  NAD 83(1992)-  37 55 48.49226(N)    103 37 18.51285(W) AD(       ) 2
 HJ0194  NAD 83(1986)-  37 55 48.47043(N)    103 37 18.50503(W) AD(       ) 2
 HJ0194  NAD 27      -  37 55 48.43500(N)    103 37 16.69300(W) AD(       ) 2
 HJ0194  NAVD 88 (01/17/97) 1301.84   (m)         4271.1    (f) LEVELING    3  
 HJ0194  NGVD 29 (??/??/92) 1301.138  (m)         4268.82   (f) ADJ UNCH    2 0
 HJ0194
 HJ0194.Superseded values are not recommended for survey control.
 HJ0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0194.See file dsdata.txt to determine how the superseded data were derived.
 HJ0194
 HJ0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB2111998959(NAD 83)
 HJ0194_MARKER: DB = BENCH MARK DISK
 HJ0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0194_STAMPING: J 70 1934
 HJ0194_MARK LOGO: CGS   
 HJ0194_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HJ0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0194+STABILITY: SURFACE MOTION
 HJ0194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HJ0194+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1995
 HJ0194
 HJ0194  HISTORY     - Date     Condition        Report By
 HJ0194  HISTORY     - 1952     MONUMENTED       CGS
 HJ0194  HISTORY     - 1965     GOOD             USGS
 HJ0194  HISTORY     - 1972     GOOD             NGS
 HJ0194  HISTORY     - 1977     GOOD             NGS
 HJ0194  HISTORY     - 1985     GOOD             NGS
 HJ0194  HISTORY     - 19950105 GOOD             CODOT
 HJ0194  HISTORY     - 19990526 GOOD             MSAM
 HJ0194
 HJ0194                          STATION DESCRIPTION
 HJ0194
 HJ0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LGT)
 HJ0194'THE STATION IS LOCATED ON THE RIGHT-OF-WAY OF THE SANTA
 HJ0194'FE RAILROAD, ABOUT 5 MILES SOUTH OF LA JUNTA, 99.6 FEET
 HJ0194'EAST OF THE CENTERLINE OF THE RAILROAD TRACK, 28.9 FEET EAST
 HJ0194'OF A TELEPHONE POLE WHICH IS PAINTED AND HAS A WHITE BOARD
 HJ0194'ATTACHED WITH THE NUMBER 961 IN BLACK, AND IS 6 FEET SOUTH OF
 HJ0194'A WHITE WITNESS POST AND 2 FEET NORTH OF A WIRE FENCE.
 HJ0194'
 HJ0194'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 350 AND 50 AT THE
 HJ0194'WEST EDGE OF LA JUNTA, GO SOUTHWEST ON HIGHWAY 350 FOR 5.1
 HJ0194'MILES TO A WIRE GATE ON THE RIGHT, TURN RIGHT PASSING THROUGH
 HJ0194'THE GATE, CONTINUE STRAIGHT AHEAD FOR 100 YARDS TO AN OLD ROAD
 HJ0194'BED AND THE RIGHT-OF-WAY FENCE, TURN LEFT AND GO FOR 0.1
 HJ0194'MILE TO THE STATION AS DESCRIBED.  AT THE OLD ROAD BED TURN
 HJ0194'RIGHT AND GO FOR 0.2 MILE TO THE AZIMUTH MARK.
 HJ0194'
 HJ0194'THE STATION IS A STANDARD BENCH-MARK DISK STAMPED J 70 1934.
 HJ0194'IT IS SET IN A 10 IN X 10 IN CONCRETE POST WHICH PROJECTS
 HJ0194'6 INCHES.
 HJ0194'
 HJ0194'REFERENCE MARK 1 IS A STANDARD TRIANGULATION DISK STAMPED
 HJ0194'BM J 70 NO 1 1952.  IT IS SET IN A 12 IN X 12 IN CONCRETE
 HJ0194'POST WHICH PROJECTS 3 INCHES.  THIS MARK IS NOT ON THE RAILROAD
 HJ0194'RIGHT-OF-WAY, IT IS 60 FEET SOUTH OF THE RIGHT-OF-WAY AND
 HJ0194'3 FEET EAST OF A TELEPHONE POST.
 HJ0194'
 HJ0194'REFERENCE MARK 2 IS A STANDARD TRIANGULATION DISK STAMPED BM J
 HJ0194'70 NO 2 1952.  IT IS SET IN A 12 IN X 12 IN CONCRETE POST
 HJ0194'WHICH PROJECTS 3 INCHES.  IT IS 3 FEET NORTH OF A WIRE FENCE
 HJ0194'AND ON THE RIGHT-OF-WAY.
 HJ0194'
 HJ0194'THE AZIMUTH MARK IS A STANDARD TRIANGULATION STATION DISK
 HJ0194'STAMPED BM J 70 1952.  IT IS SET IN A 12 IN X 12 IN CONCRETE
 HJ0194'POST WHICH PROJECTS 3 INCHES.  IT IS ON THE RIGHT-OF-WAY,
 HJ0194'90 FEET EAST OF THE CENTERLINE OF THE RAILROAD TRACK, 4
 HJ0194'FEET NORTH OF A WIRE FENCE AND 2 FEET SOUTH OF A WHITE WITNESS
 HJ0194'POST.
 HJ0194
 HJ0194                          STATION RECOVERY (1965)
 HJ0194
 HJ0194'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HJ0194'6.4 MI SW FROM LA JUNTA.
 HJ0194'LA JUNTA, ABOUT 6.4 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND
 HJ0194'SANTA FE RAILWAY FROM THE STATION, 30 FEET SOUTHEAST OF MILE POST
 HJ0194'(TELEPHONE POST) 561, ABOUT 98 FEET SOUTHEAST OF THE CENTER LINE OF
 HJ0194'THE TRACK, AND 2 FEET NORTHWEST OF A FENCE.  A STANDARD DISK STAMPED
 HJ0194'J 70 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HJ0194
 HJ0194                          STATION RECOVERY (1972)
 HJ0194
 HJ0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 HJ0194'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 HJ0194'NO SEARCH WAS MADE FOR THE AZIMUTH MARK.  ROUTE DESCRIPTION
 HJ0194'WAS ADEQUATE.
 HJ0194
 HJ0194                          STATION RECOVERY (1977)
 HJ0194
 HJ0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 HJ0194'STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE
 HJ0194'TO THE REFERENCE MARKS CHECKED ADEQUATELY.  DIRECTION TO THE
 HJ0194'REFERENCE MARKS AND THE WATER TANK CHECKED ADEQUATELY.
 HJ0194'
 HJ0194'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 50 AND 350
 HJ0194'IN LA JUNTA.  GO SOUTH ON HIGHWAY 350 FOR 0.2 MILE TO THE BARNES-5TH
 HJ0194'STREET INTERSECTION.  TURN RIGHT AND GO WEST ON 5TH STREET (HIGHWAY
 HJ0194'350) FOR 0.35 MILE TO A T-ROAD JUNCTION.  TURN LEFT AND GO
 HJ0194'SOUTHWESTERLY ON HIGHWAY 350 FOR 4.9 MILES TO A WIRE GATE ON THE
 HJ0194'RIGHT.  TURN RIGHT, PASS THROUGH THE GATE AND PROCEED ACROSS
 HJ0194'PASTURE IN A NORTHWESTERLY DIRECTION FOR 0.05 MILE TO A RAILROAD
 HJ0194'RIGHT-OF-WAY FENCE LINE.  TURN LEFT AND PROCEED SOUTHWEST
 HJ0194'ALONG THE FENCE LINE FOR 0.1 MILE TO THE STATION MARK ON THE
 HJ0194'RIGHT, BETWEEN THE FENCE AND RAILROAD TRACK.
 HJ0194'
 HJ0194'AZIMUTH MARK IS REACHED FROM THE STATION.  GO NORTHEAST, ALONG THE
 HJ0194'SOUTHEAST SIDE OF THE FENCE LINE FOR 0.25 MILE TO THE MARK ON THE
 HJ0194'LEFT, INSIDE FENCE.
 HJ0194'
 HJ0194'STATION IS A STANDARD BENCH MARK DISK, STAMPED J70 1934, SET IN THE
 HJ0194'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES.  MARK
 HJ0194'IS 100 FEET SOUTHEAST OF THE CENTER OF THE RAILROAD TRACK, 28.7
 HJ0194'FEET SOUTHEAST OF A TELEPHONE LINE POLE WHICH HAS TWO (2) GUY
 HJ0194'LINES ATTACHED, 2.4 FEET NORTHWEST OF A METAL WITNESS POST AND 2.2
 HJ0194'FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE LINE.
 HJ0194'
 HJ0194'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED BM J70
 HJ0194'NO 1 1952, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 HJ0194'ABOUT 4 INCHES.  MARK IS 60 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 HJ0194'FENCE LINE, 30 FEET SOUTHEAST OF AN OLD TRACK ROAD AND 1.7 FEET
 HJ0194'NORTHEAST OF A METAL WITNESS POST.
 HJ0194'
 HJ0194'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED BM J70
 HJ0194'NO 2 1952, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 HJ0194'ABOUT 2 INCHES.  MARK IS 3.2 FEET NORTHWEST OF THE RIGHT-OF-WAY
 HJ0194'FENCE LINE.
 HJ0194'
 HJ0194'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED BM J70 1952,
 HJ0194'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 3
 HJ0194'INCHES.  MARK IS 90 FEET SOUTHEAST OF THE CENTER OF THE RAILROAD
 HJ0194'TRACK, 4 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE LINE AND 2 FEET
 HJ0194'SOUTHWEST OF A METAL WITNESS POST.
 HJ0194'
 HJ0194'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SSE OF
 HJ0194'LA JUNTA.
 HJ0194
 HJ0194                          STATION RECOVERY (1985)
 HJ0194
 HJ0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HJ0194'RECOVERED IN GOOD CONDITION.
 HJ0194
 HJ0194                          STATION RECOVERY (1995)
 HJ0194
 HJ0194'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (MEL)
 HJ0194'RECOVERED AS DESCRIBED.
 HJ0194
 HJ0194                          STATION RECOVERY (1999)
 HJ0194
 HJ0194'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (DS)
 HJ0194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0080 ***********************************************************************
 KJ0080  DESIGNATION -  J 71
 KJ0080  PID         -  KJ0080
 KJ0080  STATE/COUNTY-  CO/KIT CARSON
 KJ0080  USGS QUAD   -  BURLINGTON (1984)
 KJ0080
 KJ0080                         *CURRENT SURVEY CONTROL
 KJ0080  ___________________________________________________________________
 KJ0080* NAD 83(1986)-  39 18 29.     (N)    102 15 50.     (W)     SCALED    
 KJ0080* NAVD 88     -      1270.489  (meters)    4168.26   (feet)  ADJUSTED  
 KJ0080  ___________________________________________________________________
 KJ0080  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 KJ0080  DYNAMIC HT  -        1269.364 (meters)    4164.57  (feet)  COMP
 KJ0080  MODELED GRAV-     979,697.7   (mgal)                       NAVD 88
 KJ0080
 KJ0080  VERT ORDER  -  SECOND    CLASS 0
 KJ0080
 KJ0080.The horizontal coordinates were scaled from a topographic map and have
 KJ0080.an estimated accuracy of +/- 6 seconds.
 KJ0080
 KJ0080.The orthometric height was determined by differential leveling
 KJ0080.and adjusted by the National Geodetic Survey in June 1991..
 KJ0080
 KJ0080.The geoid height was determined by GEOID03.
 KJ0080
 KJ0080.The dynamic height is computed by dividing the NAVD 88
 KJ0080.geopotential number by the normal gravity value computed on the
 KJ0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0080.degrees latitude (g = 980.6199 gals.).
 KJ0080
 KJ0080.The modeled gravity was interpolated from observed gravity values.
 KJ0080
 KJ0080;                    North         East    Units  Estimated Accuracy
 KJ0080;SPC CO C     -   473,480.    1,193,440.      MT  (+/- 180 meters Scaled)
 KJ0080
 KJ0080                          SUPERSEDED SURVEY CONTROL
 KJ0080
 KJ0080  NGVD 29 (??/??/92) 1269.958  (m)         4166.52   (f) ADJ UNCH    2 0
 KJ0080
 KJ0080.Superseded values are not recommended for survey control.
 KJ0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0080.See file dsdata.txt to determine how the superseded data were derived.
 KJ0080
 KJ0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD359545(NAD 83)
 KJ0080_MARKER: DB = BENCH MARK DISK
 KJ0080_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KJ0080_SP_SET: BUILDING
 KJ0080_STAMPING: J 71 1935
 KJ0080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KJ0080
 KJ0080  HISTORY     - Date     Condition        Report By
 KJ0080  HISTORY     - 1935     MONUMENTED       CGS
 KJ0080  HISTORY     - 1935     GOOD             NGS
 KJ0080  HISTORY     - 1969     GOOD             NGS
 KJ0080  HISTORY     - 1976     GOOD             LOCENG
 KJ0080
 KJ0080                          STATION DESCRIPTION
 KJ0080
 KJ0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KJ0080'AT BURLINGTON.
 KJ0080'AT BURLINGTON, ON THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD,
 KJ0080'0.2 MILE EAST OF THE STATION, 50 FEET SOUTH OF THE CENTERLINE OF
 KJ0080'THE MAIN TRACK, AT A LARGE CONCRETE GRAIN ELEVATOR, IN THE NORTH
 KJ0080'FACE OF THE BUILDING, AND 2 FEET EAST OF THE EAST END OF THE WEST
 KJ0080'STORAGE TUBE.  A STANDARD DISK, STAMPED J 71 1935 AND SET
 KJ0080'VERTICALLY.
 KJ0080
 KJ0080                          STATION RECOVERY (1969)
 KJ0080
 KJ0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KJ0080'RECOVERED IN GOOD CONDITION.
 KJ0080
 KJ0080                          STATION RECOVERY (1976)
 KJ0080
 KJ0080'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 KJ0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0115 ***********************************************************************
 KJ0115  DESIGNATION -  J 74
 KJ0115  PID         -  KJ0115
 KJ0115  STATE/COUNTY-  CO/KIT CARSON
 KJ0115  USGS QUAD   -  SOUTH OF SEIBERT (1969)
 KJ0115
 KJ0115                         *CURRENT SURVEY CONTROL
 KJ0115  ___________________________________________________________________
 KJ0115* NAD 83(1986)-  39 14 35.     (N)    102 52 27.     (W)     SCALED    
 KJ0115* NAVD 88     -      1451.807  (meters)    4763.14   (feet)  ADJUSTED  
 KJ0115  ___________________________________________________________________
 KJ0115  GEOID HEIGHT-         -21.82  (meters)                     GEOID03
 KJ0115  DYNAMIC HT  -        1450.465 (meters)    4758.73  (feet)  COMP
 KJ0115  MODELED GRAV-     979,651.7   (mgal)                       NAVD 88
 KJ0115
 KJ0115  VERT ORDER  -  SECOND    CLASS 0
 KJ0115
 KJ0115.The horizontal coordinates were scaled from a topographic map and have
 KJ0115.an estimated accuracy of +/- 6 seconds.
 KJ0115
 KJ0115.The orthometric height was determined by differential leveling
 KJ0115.and adjusted by the National Geodetic Survey in June 1991..
 KJ0115
 KJ0115.The geoid height was determined by GEOID03.
 KJ0115
 KJ0115.The dynamic height is computed by dividing the NAVD 88
 KJ0115.geopotential number by the normal gravity value computed on the
 KJ0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0115.degrees latitude (g = 980.6199 gals.).
 KJ0115
 KJ0115.The modeled gravity was interpolated from observed gravity values.
 KJ0115
 KJ0115;                    North         East    Units  Estimated Accuracy
 KJ0115;SPC CO C     -   464,570.    1,141,040.      MT  (+/- 180 meters Scaled)
 KJ0115
 KJ0115                          SUPERSEDED SURVEY CONTROL
 KJ0115
 KJ0115  NGVD 29 (??/??/92) 1451.158  (m)         4761.01   (f) ADJ UNCH    2 0
 KJ0115
 KJ0115.Superseded values are not recommended for survey control.
 KJ0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0115.See file dsdata.txt to determine how the superseded data were derived.
 KJ0115
 KJ0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD834459(NAD 83)
 KJ0115_MARKER: DB = BENCH MARK DISK
 KJ0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0115_STAMPING: J 74 1935
 KJ0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0115+STABILITY: SURFACE MOTION
 KJ0115
 KJ0115  HISTORY     - Date     Condition        Report By
 KJ0115  HISTORY     - 1935     MONUMENTED       CGS
 KJ0115  HISTORY     - 1942     GOOD             NGS
 KJ0115  HISTORY     - 1975     MARK NOT FOUND   USGS
 KJ0115
 KJ0115                          STATION DESCRIPTION
 KJ0115
 KJ0115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KJ0115'4.1 MI S FROM SEIBERT.
 KJ0115'4.1 MILES SOUTH ALONG STATE HIGHWAY 59 FROM SEIBERT, KIT CARSON
 KJ0115'COUNTY, AT A ROAD INTERSECTION, 62 FEET EAST OF THE CENTERLINE OF
 KJ0115'THE HIGHWAY, 33 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AT THE
 KJ0115'NORTHWEST CORNER OF A PASTURE, 30 FEET EAST OF THE FENCE CORNER,
 KJ0115'AND 1 FOOT SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED J 74 1935
 KJ0115'AND SET IN THE TOP OF A CONCRETE POST.
 KJ0115
 KJ0115                          STATION RECOVERY (1975)
 KJ0115
 KJ0115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KJ0115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0250 ***********************************************************************
 HK0250  DESIGNATION -  J 75
 HK0250  PID         -  HK0250
 HK0250  STATE/COUNTY-  CO/COSTILLA
 HK0250  USGS QUAD   -  FORT GARLAND (1982)
 HK0250
 HK0250                         *CURRENT SURVEY CONTROL
 HK0250  ___________________________________________________________________
 HK0250* NAD 83(1986)-  37 25 50.     (N)    105 28 49.     (W)     SCALED    
 HK0250* NAVD 88     -      2377.435  (meters)    7799.97   (feet)  ADJUSTED  
 HK0250  ___________________________________________________________________
 HK0250  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 HK0250  DYNAMIC HT  -        2374.231 (meters)    7789.46  (feet)  COMP
 HK0250  MODELED GRAV-     979,197.3   (mgal)                       NAVD 88
 HK0250
 HK0250  VERT ORDER  -  SECOND    CLASS 0
 HK0250
 HK0250.The horizontal coordinates were scaled from a topographic map and have
 HK0250.an estimated accuracy of +/- 6 seconds.
 HK0250
 HK0250.The orthometric height was determined by differential leveling
 HK0250.and adjusted by the National Geodetic Survey in June 1991..
 HK0250
 HK0250.The geoid height was determined by GEOID03.
 HK0250
 HK0250.The dynamic height is computed by dividing the NAVD 88
 HK0250.geopotential number by the normal gravity value computed on the
 HK0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0250.degrees latitude (g = 980.6199 gals.).
 HK0250
 HK0250.The modeled gravity was interpolated from observed gravity values.
 HK0250
 HK0250;                    North         East    Units  Estimated Accuracy
 HK0250;SPC CO S     -   389,580.      916,150.      MT  (+/- 180 meters Scaled)
 HK0250
 HK0250                          SUPERSEDED SURVEY CONTROL
 HK0250
 HK0250  NGVD 29 (??/??/92) 2376.062  (m)         7795.46   (f) ADJ UNCH    2 0
 HK0250
 HK0250.Superseded values are not recommended for survey control.
 HK0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0250.See file dsdata.txt to determine how the superseded data were derived.
 HK0250
 HK0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB575427(NAD 83)
 HK0250_MARKER: DB = BENCH MARK DISK
 HK0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0250_STAMPING: J 75 1934
 HK0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0250+STABILITY: SURFACE MOTION
 HK0250
 HK0250  HISTORY     - Date     Condition        Report By
 HK0250  HISTORY     - 1934     MONUMENTED       CGS
 HK0250  HISTORY     - 1938     GOOD             NGS
 HK0250
 HK0250                          STATION DESCRIPTION
 HK0250
 HK0250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 HK0250'2 MI E FROM BLANCA.
 HK0250'2.0 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 HK0250'FROM THE STATION AT BLANCA, 2.7 MILES WEST OF FORT GARLAND, 37
 HK0250'FEET NORTH OF THE CENTER LINE OF A ROAD PARALLELING THE TRACK,
 HK0250'14 FEET SOUTH OF A SECONDARY ROAD, ABOUT 65 FEET NORTH OF A ROW OF
 HK0250'POLES, AND 39 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND
 HK0250'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0162 ***********************************************************************
 HK0162  DESIGNATION -  J 76
 HK0162  PID         -  HK0162
 HK0162  STATE/COUNTY-  CO/HUERFANO
 HK0162  USGS QUAD   -  RITTER ARROYO (1982)
 HK0162
 HK0162                         *CURRENT SURVEY CONTROL
 HK0162  ___________________________________________________________________
 HK0162* NAD 83(1986)-  37 34 38.     (N)    104 53 39.     (W)     SCALED    
 HK0162* NAVD 88     -      1979.342  (meters)    6493.89   (feet)  ADJUSTED  
 HK0162  ___________________________________________________________________
 HK0162  GEOID HEIGHT-         -17.52  (meters)                     GEOID03
 HK0162  DYNAMIC HT  -        1976.934 (meters)    6485.99  (feet)  COMP
 HK0162  MODELED GRAV-     979,343.3   (mgal)                       NAVD 88
 HK0162
 HK0162  VERT ORDER  -  SECOND    CLASS 0
 HK0162
 HK0162.The horizontal coordinates were scaled from a topographic map and have
 HK0162.an estimated accuracy of +/- 6 seconds.
 HK0162
 HK0162.The orthometric height was determined by differential leveling
 HK0162.and adjusted by the National Geodetic Survey in June 1991..
 HK0162
 HK0162.The geoid height was determined by GEOID03.
 HK0162
 HK0162.The dynamic height is computed by dividing the NAVD 88
 HK0162.geopotential number by the normal gravity value computed on the
 HK0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0162.degrees latitude (g = 980.6199 gals.).
 HK0162
 HK0162.The modeled gravity was interpolated from observed gravity values.
 HK0162
 HK0162;                    North         East    Units  Estimated Accuracy
 HK0162;SPC CO S     -   406,030.      967,920.      MT  (+/- 180 meters Scaled)
 HK0162
 HK0162                          SUPERSEDED SURVEY CONTROL
 HK0162
 HK0162.No superseded survey control is available for this station.
 HK0162
 HK0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB093589(NAD 83)
 HK0162_MARKER: DB = BENCH MARK DISK
 HK0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0162_STAMPING: J 76 1934
 HK0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0162+STABILITY: SURFACE MOTION
 HK0162
 HK0162  HISTORY     - Date     Condition        Report By
 HK0162  HISTORY     - 1934     MONUMENTED       CGS
 HK0162
 HK0162                          STATION DESCRIPTION
 HK0162
 HK0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0162'8 MI E FROM LA VETA.
 HK0162'8.0 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 HK0162'LA VETA, 7.2 MILES WEST OF WALSENBURG, 11 POLES WEST OF MILEPOST
 HK0162'182, 7 FEET NORTH OF A ROW OF POLES, 41 FEET WEST OF THE CENTER LINE
 HK0162'OF THE TRACK, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE, AND SET IN
 HK0162'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0011 ***********************************************************************
 JK0011  DESIGNATION -  J 77
 JK0011  PID         -  JK0011
 JK0011  STATE/COUNTY-  CO/EL PASO
 JK0011  USGS QUAD   -  RUSH (1973)
 JK0011
 JK0011                         *CURRENT SURVEY CONTROL
 JK0011  ___________________________________________________________________
 JK0011* NAD 83(1986)-  38 50 25.     (N)    104 04 25.     (W)     SCALED    
 JK0011* NAVD 88     -      1820.955  (meters)    5974.25   (feet)  ADJUSTED  
 JK0011  ___________________________________________________________________
 JK0011  GEOID HEIGHT-         -19.51  (meters)                     GEOID03
 JK0011  DYNAMIC HT  -        1819.032 (meters)    5967.94  (feet)  COMP
 JK0011  MODELED GRAV-     979,507.1   (mgal)                       NAVD 88
 JK0011
 JK0011  VERT ORDER  -  SECOND    CLASS 0
 JK0011
 JK0011.The horizontal coordinates were scaled from a topographic map and have
 JK0011.an estimated accuracy of +/- 6 seconds.
 JK0011
 JK0011.The orthometric height was determined by differential leveling
 JK0011.and adjusted by the National Geodetic Survey in June 1991..
 JK0011
 JK0011.The geoid height was determined by GEOID03.
 JK0011
 JK0011.The dynamic height is computed by dividing the NAVD 88
 JK0011.geopotential number by the normal gravity value computed on the
 JK0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0011.degrees latitude (g = 980.6199 gals.).
 JK0011
 JK0011.The modeled gravity was interpolated from observed gravity values.
 JK0011
 JK0011;                    North         East    Units  Estimated Accuracy
 JK0011;SPC CO C     -   417,550.    1,038,230.      MT  (+/- 180 meters Scaled)
 JK0011
 JK0011                          SUPERSEDED SURVEY CONTROL
 JK0011
 JK0011  NGVD 29 (??/??/92) 1820.019  (m)         5971.18   (f) ADJ UNCH    2 0
 JK0011
 JK0011.Superseded values are not recommended for survey control.
 JK0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0011.See file dsdata.txt to determine how the superseded data were derived.
 JK0011
 JK0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC803994(NAD 83)
 JK0011_MARKER: DB = BENCH MARK DISK
 JK0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0011_STAMPING: J 77 1935
 JK0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0011+STABILITY: SURFACE MOTION
 JK0011
 JK0011  HISTORY     - Date     Condition        Report By
 JK0011  HISTORY     - 1935     MONUMENTED       CGS
 JK0011  HISTORY     - 1973     MARK NOT FOUND   USGS
 JK0011  HISTORY     - 1985     MARK NOT FOUND   NGS
 JK0011
 JK0011                          STATION DESCRIPTION
 JK0011
 JK0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JK0011'8 MI E FROM YODER.
 JK0011'8.0 MILES EAST ALONG STATE HIGHWAY 94 FROM THE POST OFFICE AT
 JK0011'YODER, 1.0 MILE EAST OF RUSH, AT THE JUNCTION OF A ROAD LEADING
 JK0011'NORTH, 52 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 29 FEET
 JK0011'EAST OF THE CENTERLINE OF THE ROAD, 18 FEET NORTH OF A FENCE CORNER,
 JK0011'AND 2 FEET WEST OF A FENCE.  A STANDARD DISK, STAMPED J 77 1935
 JK0011'AND SET IN THE TOP OF A CONCRETE POST.
 JK0011
 JK0011                          STATION RECOVERY (1973)
 JK0011
 JK0011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JK0011'MARK NOT FOUND.
 JK0011
 JK0011                          STATION RECOVERY (1985)
 JK0011
 JK0011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JK0011'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0112 ***********************************************************************
 JJ0112  DESIGNATION -  J 78
 JJ0112  PID         -  JJ0112
 JJ0112  STATE/COUNTY-  CO/KIOWA
 JJ0112  USGS QUAD   -  STUART (1968)
 JJ0112
 JJ0112                         *CURRENT SURVEY CONTROL
 JJ0112  ___________________________________________________________________
 JJ0112* NAD 83(1986)-  38 28 18.     (N)    102 09 40.     (W)     SCALED    
 JJ0112* NAVD 88     -      1220.813  (meters)    4005.28   (feet)  ADJUSTED  
 JJ0112  ___________________________________________________________________
 JJ0112  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 JJ0112  DYNAMIC HT  -        1219.685 (meters)    4001.58  (feet)  COMP
 JJ0112  MODELED GRAV-     979,661.8   (mgal)                       NAVD 88
 JJ0112
 JJ0112  VERT ORDER  -  SECOND    CLASS 0
 JJ0112
 JJ0112.The horizontal coordinates were scaled from a topographic map and have
 JJ0112.an estimated accuracy of +/- 6 seconds.
 JJ0112
 JJ0112.The orthometric height was determined by differential leveling
 JJ0112.and adjusted by the National Geodetic Survey in June 1991..
 JJ0112
 JJ0112.The geoid height was determined by GEOID03.
 JJ0112
 JJ0112.The dynamic height is computed by dividing the NAVD 88
 JJ0112.geopotential number by the normal gravity value computed on the
 JJ0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0112.degrees latitude (g = 980.6199 gals.).
 JJ0112
 JJ0112.The modeled gravity was interpolated from observed gravity values.
 JJ0112
 JJ0112;                    North         East    Units  Estimated Accuracy
 JJ0112;SPC CO S     -   510,340.    1,205,720.      MT  (+/- 180 meters Scaled)
 JJ0112
 JJ0112                          SUPERSEDED SURVEY CONTROL
 JJ0112
 JJ0112  NGVD 29 (??/??/92) 1220.306  (m)         4003.62   (f) ADJ UNCH    2 0
 JJ0112
 JJ0112.Superseded values are not recommended for survey control.
 JJ0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0112.See file dsdata.txt to determine how the superseded data were derived.
 JJ0112
 JJ0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC476619(NAD 83)
 JJ0112_MARKER: DB = BENCH MARK DISK
 JJ0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0112_STAMPING: J 78 1935
 JJ0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0112+STABILITY: SURFACE MOTION
 JJ0112
 JJ0112  HISTORY     - Date     Condition        Report By
 JJ0112  HISTORY     - 1935     MONUMENTED       CGS
 JJ0112  HISTORY     - 1941     GOOD             NGS
 JJ0112  HISTORY     - 19951102 MARK NOT FOUND   CODOT
 JJ0112
 JJ0112                          STATION DESCRIPTION
 JJ0112
 JJ0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0112'4.4 MI W FROM TOWNER.
 JJ0112'TO REACH BENCH MARK FROM THE RAILROAD STATION AT TOWNER, GO 4.4 MILES
 JJ0112'WEST ALONG THE MISSOURI PACIFIC RAILROAD TO SITE OF BENCH MARK.
 JJ0112'BENCH MARK IS AT A ROAD CROSSING, ABOUT 205.0 FEET EAST OF MILE POLE
 JJ0112'751, 48.0 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH ROAD, 46.0
 JJ0112'FEET NORTH OF AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF THE RAILROAD
 JJ0112'TRACK, 3.0 FEET WEST OF A 4 X 4 INCH WOODEN MARKER POST, AND 2.0
 JJ0112'FEET SOUTH OF THE RIGHT OF WAY FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
 JJ0112'A STANDARD DISK SET IN CONCRETE POST.
 JJ0112
 JJ0112                          STATION RECOVERY (1995)
 JJ0112
 JJ0112'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (PG)
 JJ0112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0367 ***********************************************************************
 JJ0367  DESIGNATION -  J 79
 JJ0367  PID         -  JJ0367
 JJ0367  STATE/COUNTY-  CO/LINCOLN
 JJ0367  USGS QUAD   -  BARREL SPRINGS DRAW (1978)
 JJ0367
 JJ0367                         *CURRENT SURVEY CONTROL
 JJ0367  ___________________________________________________________________
 JJ0367* NAD 83(1986)-  38 43 59.     (N)    103 16 29.     (W)     SCALED    
 JJ0367* NAVD 88     -      1402.954  (meters)    4602.86   (feet)  ADJUSTED  
 JJ0367  ___________________________________________________________________
 JJ0367  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 JJ0367  DYNAMIC HT  -        1401.577 (meters)    4598.34  (feet)  COMP
 JJ0367  MODELED GRAV-     979,598.2   (mgal)                       NAVD 88
 JJ0367
 JJ0367  VERT ORDER  -  SECOND    CLASS 0
 JJ0367
 JJ0367.The horizontal coordinates were scaled from a topographic map and have
 JJ0367.an estimated accuracy of +/- 6 seconds.
 JJ0367
 JJ0367.The orthometric height was determined by differential leveling
 JJ0367.and adjusted by the National Geodetic Survey in June 1991..
 JJ0367
 JJ0367.The geoid height was determined by GEOID03.
 JJ0367
 JJ0367.The dynamic height is computed by dividing the NAVD 88
 JJ0367.geopotential number by the normal gravity value computed on the
 JJ0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0367.degrees latitude (g = 980.6199 gals.).
 JJ0367
 JJ0367.The modeled gravity was interpolated from observed gravity values.
 JJ0367
 JJ0367;                    North         East    Units  Estimated Accuracy
 JJ0367;SPC CO C     -   407,050.    1,107,860.      MT  (+/- 180 meters Scaled)
 JJ0367
 JJ0367                          SUPERSEDED SURVEY CONTROL
 JJ0367
 JJ0367  NGVD 29 (??/??/92) 1402.260  (m)         4600.58   (f) ADJ UNCH    2 0
 JJ0367
 JJ0367.Superseded values are not recommended for survey control.
 JJ0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0367.See file dsdata.txt to determine how the superseded data were derived.
 JJ0367
 JJ0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC499885(NAD 83)
 JJ0367_MARKER: DB = BENCH MARK DISK
 JJ0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0367_STAMPING: J 79 1935
 JJ0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0367+STABILITY: SURFACE MOTION
 JJ0367
 JJ0367  HISTORY     - Date     Condition        Report By
 JJ0367  HISTORY     - 1935     MONUMENTED       CGS
 JJ0367  HISTORY     - 1941     GOOD             NGS
 JJ0367
 JJ0367                          STATION DESCRIPTION
 JJ0367
 JJ0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0367'14.9 MI S FROM BOYERO.
 JJ0367'TO REACH FROM THE POST OFFICE IN BOYERO--GO 1.0 MILE SOUTHERLY
 JJ0367'ALONG STATE HIGHWAY NO.63 TO THE INTERSECTION OF STATE HIGHWAY
 JJ0367'NO.94, THENCE, GO 13.9 MILES SOUTHERLY ALONG STATE HIGHWAY NO.63
 JJ0367'TO THE SITE OF BENCH MARK.  BENCH MARK IS 56.0 FEET SOUTHWEST OF
 JJ0367'CENTER OF INTERSECTION OF CROSS ROAD, 44.0 FEET WEST OF AND ABOUT
 JJ0367'THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY.  IT IS
 JJ0367'31.0 FEET SOUTH OF THE CENTERLINE OF THE ROAD LEADING WEST TO
 JJ0367'KARVAL, 5.0 FEET WEST OF THE WEST GATE POST OF WIRE GATE, 3.0 FEET
 JJ0367'EAST OF A 4X4-INCH WOODEN MARKER POST AND 1.3 SOUTH OF FENCE.
 JJ0367'THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0107 ***********************************************************************
 JL0107  DESIGNATION -  J 8
 JL0107  PID         -  JL0107
 JL0107  STATE/COUNTY-  CO/SAGUACHE
 JL0107  USGS QUAD   -  SARGENTS (1964)
 JL0107
 JL0107                         *CURRENT SURVEY CONTROL
 JL0107  ___________________________________________________________________
 JL0107* NAD 83(1986)-  38 23 48.     (N)    106 25 22.     (W)     SCALED    
 JL0107* NAVD 88     -      2569.672  (meters)    8430.67   (feet)  POSTED    
 JL0107  ___________________________________________________________________
 JL0107  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 JL0107  DYNAMIC HT  -        2566.320 (meters)    8419.67  (feet)  COMP
 JL0107  MODELED GRAV-     979,231.8   (mgal)                       NAVD 88
 JL0107
 JL0107  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JL0107
 JL0107.The horizontal coordinates were scaled from a topographic map and have
 JL0107.an estimated accuracy of +/- 6 seconds.
 JL0107
 JL0107.The orthometric height was determined by differential leveling
 JL0107.and adjusted by the National Geodetic Survey in 1992..
 JL0107.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JL0107.rate of 0.0 thru 1.0 mm/km.
 JL0107
 JL0107.The geoid height was determined by GEOID03.
 JL0107
 JL0107.The dynamic height is computed by dividing the NAVD 88
 JL0107.geopotential number by the normal gravity value computed on the
 JL0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0107.degrees latitude (g = 980.6199 gals.).
 JL0107
 JL0107.The modeled gravity was interpolated from observed gravity values.
 JL0107
 JL0107;                    North         East    Units  Estimated Accuracy
 JL0107;SPC CO S     -   497,210.      833,790.      MT  (+/- 180 meters Scaled)
 JL0107
 JL0107                          SUPERSEDED SURVEY CONTROL
 JL0107
 JL0107  NGVD 29 (??/??/92) 2568.003  (m)         8425.19   (f) ADJ UNCH    1 2
 JL0107
 JL0107.Superseded values are not recommended for survey control.
 JL0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0107.See file dsdata.txt to determine how the superseded data were derived.
 JL0107
 JL0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC757507(NAD 83)
 JL0107_MARKER: DB = BENCH MARK DISK
 JL0107_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JL0107_SP_SET: UNSPEC. ROCK
 JL0107_STAMPING: 8425.190 J 8 1926
 JL0107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0107
 JL0107  HISTORY     - Date     Condition        Report By
 JL0107  HISTORY     - 1926     MONUMENTED       CGS
 JL0107  HISTORY     - 1964     MARK NOT FOUND   USGS
 JL0107  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0107
 JL0107                          STATION DESCRIPTION
 JL0107
 JL0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 JL0107'0.8 MI SW FROM SARGENTS.
 JL0107'0.8 MILE SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0107'FROM THE STATION AT SARGENTS, SAGUACHE COUNTY, ON THE SIDE OF A HILL,
 JL0107'DIRECTLY BEHIND MILEPOST D-258, 78 FEET WEST OF THE TRACK, 15 FEET
 JL0107'WEST OF THE RIGHT-OF-WAY FENCE, 3 FEET HIGHER THAN THE TRACK, AND IN
 JL0107'ROCK PROJECTING ABOUT 2 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED
 JL0107'8425.190 J 8 1926.
 JL0107
 JL0107                          STATION RECOVERY (1964)
 JL0107
 JL0107'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JL0107'MARK NOT FOUND.
 JL0107
 JL0107                          STATION RECOVERY (1984)
 JL0107
 JL0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0107'THE RAILROAD TRACK HAS BEEN REMOVED AND THE SITE IS NOW A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0524 ***********************************************************************
 JJ0524  DESIGNATION -  J 80
 JJ0524  PID         -  JJ0524
 JJ0524  STATE/COUNTY-  CO/CROWLEY
 JJ0524  USGS QUAD   -  LAKE HENRY (1978)
 JJ0524
 JJ0524                         *CURRENT SURVEY CONTROL
 JJ0524  ___________________________________________________________________
 JJ0524* NAD 83(1986)-  38 18 12.     (N)    103 44 56.     (W)     SCALED    
 JJ0524* NAVD 88     -      1381.040  (meters)    4530.96   (feet)  ADJUSTED  
 JJ0524  ___________________________________________________________________
 JJ0524  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 JJ0524  DYNAMIC HT  -        1379.657 (meters)    4526.42  (feet)  COMP
 JJ0524  MODELED GRAV-     979,579.4   (mgal)                       NAVD 88
 JJ0524
 JJ0524  VERT ORDER  -  SECOND    CLASS 0
 JJ0524
 JJ0524.The horizontal coordinates were scaled from a topographic map and have
 JJ0524.an estimated accuracy of +/- 6 seconds.
 JJ0524
 JJ0524.The orthometric height was determined by differential leveling
 JJ0524.and adjusted by the National Geodetic Survey in June 1991..
 JJ0524
 JJ0524.The geoid height was determined by GEOID03.
 JJ0524
 JJ0524.The dynamic height is computed by dividing the NAVD 88
 JJ0524.geopotential number by the normal gravity value computed on the
 JJ0524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0524.degrees latitude (g = 980.6199 gals.).
 JJ0524
 JJ0524.The modeled gravity was interpolated from observed gravity values.
 JJ0524
 JJ0524;                    North         East    Units  Estimated Accuracy
 JJ0524;SPC CO S     -   487,880.    1,067,560.      MT  (+/- 180 meters Scaled)
 JJ0524
 JJ0524                          SUPERSEDED SURVEY CONTROL
 JJ0524
 JJ0524  NGVD 29 (??/??/92) 1380.341  (m)         4528.67   (f) ADJ UNCH    2 0
 JJ0524
 JJ0524.Superseded values are not recommended for survey control.
 JJ0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0524.See file dsdata.txt to determine how the superseded data were derived.
 JJ0524
 JJ0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC093402(NAD 83)
 JJ0524_MARKER: DB = BENCH MARK DISK
 JJ0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0524_STAMPING: J 80 1935
 JJ0524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0524+STABILITY: SURFACE MOTION
 JJ0524
 JJ0524  HISTORY     - Date     Condition        Report By
 JJ0524  HISTORY     - 1935     MONUMENTED       CGS
 JJ0524  HISTORY     - 1941     GOOD             NGS
 JJ0524
 JJ0524                          STATION DESCRIPTION
 JJ0524
 JJ0524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0524'6.5 MI N FROM ORDWAY.
 JJ0524'TO REACH FROM THE POST OFFICE AT ORDWAY-- GO 0.5 MILES EAST
 JJ0524'ALONG HWY. 96 TO JCT. WITH HWY. 71, THENCE, TURN LEFT, GO 6.0
 JJ0524'MILES NORTH ALONG HWY. 71 TO SITE OF BENCH MARK.  BENCH MARK IS 0.9
 JJ0524'MILES NORTH OF A 36.0 INCH GALVANIZED, IRON, PIPE CULVERT,
 JJ0524'100.0 FEET NORTH OF A TELEPHONE POLE, 4.0 FEET WEST OF A FENCE LINE,
 JJ0524'54.0 FEET WEST OF AND APPROXIMATELY THE SAME ELEVATION AS THE
 JJ0524'CENTERLINE OF THE HWY.  A STD. DISK SET FLUSH AND HORIZONTALLY
 JJ0524'IN A CONCRETE POST, PROJECTING, 6.0 INCHES ABOVE THE GROUND, 3.0
 JJ0524'FEET WEST OF A WHITE, WOODED, 4X4-INCH MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0598 ***********************************************************************
 JJ0598  DESIGNATION -  J 81
 JJ0598  PID         -  JJ0598
 JJ0598  STATE/COUNTY-  CO/LINCOLN
 JJ0598  USGS QUAD   -  PUNKIN CENTER NW (1978)
 JJ0598
 JJ0598                         *CURRENT SURVEY CONTROL
 JJ0598  ___________________________________________________________________
 JJ0598* NAD 83(1986)-  38 54 35.     (N)    103 42 03.     (W)     SCALED    
 JJ0598* NAVD 88     -      1620.709  (meters)    5317.28   (feet)  ADJUSTED  
 JJ0598  ___________________________________________________________________
 JJ0598  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 JJ0598  DYNAMIC HT  -        1619.084 (meters)    5311.94  (feet)  COMP
 JJ0598  MODELED GRAV-     979,567.7   (mgal)                       NAVD 88
 JJ0598
 JJ0598  VERT ORDER  -  SECOND    CLASS 0
 JJ0598
 JJ0598.The horizontal coordinates were scaled from a topographic map and have
 JJ0598.an estimated accuracy of +/- 6 seconds.
 JJ0598
 JJ0598.The orthometric height was determined by differential leveling
 JJ0598.and adjusted by the National Geodetic Survey in June 1991..
 JJ0598
 JJ0598.The geoid height was determined by GEOID03.
 JJ0598
 JJ0598.The dynamic height is computed by dividing the NAVD 88
 JJ0598.geopotential number by the normal gravity value computed on the
 JJ0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0598.degrees latitude (g = 980.6199 gals.).
 JJ0598
 JJ0598.The modeled gravity was interpolated from observed gravity values.
 JJ0598
 JJ0598;                    North         East    Units  Estimated Accuracy
 JJ0598;SPC CO C     -   425,830.    1,070,440.      MT  (+/- 180 meters Scaled)
 JJ0598
 JJ0598                          SUPERSEDED SURVEY CONTROL
 JJ0598
 JJ0598  NGVD 29 (??/??/92) 1619.918  (m)         5314.68   (f) ADJ UNCH    2 0
 JJ0598
 JJ0598.Superseded values are not recommended for survey control.
 JJ0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0598.See file dsdata.txt to determine how the superseded data were derived.
 JJ0598
 JJ0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD126075(NAD 83)
 JJ0598_MARKER: DB = BENCH MARK DISK
 JJ0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0598_STAMPING: J 81 1935
 JJ0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0598+STABILITY: SURFACE MOTION
 JJ0598
 JJ0598  HISTORY     - Date     Condition        Report By
 JJ0598  HISTORY     - 1935     MONUMENTED       CGS
 JJ0598
 JJ0598                          STATION DESCRIPTION
 JJ0598
 JJ0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JJ0598'17 MI N FROM FORDER.
 JJ0598'17.0 MI N OF FORDER P.O. ALONG ST HWY 71, ABOUT 32 FT. S. OF THE
 JJ0598'CENTER LINE OF A CROSSROADS, ABOUT 50 FT. W. OF THE CENTER LINE OF
 JJ0598'THE HWY. AND 2 FT. S.W. OF A GATE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0255 ***********************************************************************
 JJ0255  DESIGNATION -  J 82
 JJ0255  PID         -  JJ0255
 JJ0255  STATE/COUNTY-  CO/KIOWA
 JJ0255  USGS QUAD   -  CHIVINGTON (1968)
 JJ0255
 JJ0255                         *CURRENT SURVEY CONTROL
 JJ0255  ___________________________________________________________________
 JJ0255* NAD 83(1986)-  38 27 09.     (N)    102 35 13.     (W)     SCALED    
 JJ0255* NAVD 88     -      1212.578  (meters)    3978.27   (feet)  ADJUSTED  
 JJ0255  ___________________________________________________________________
 JJ0255  GEOID HEIGHT-         -22.88  (meters)                     GEOID03
 JJ0255  DYNAMIC HT  -        1211.445 (meters)    3974.55  (feet)  COMP
 JJ0255  MODELED GRAV-     979,652.8   (mgal)                       NAVD 88
 JJ0255
 JJ0255  VERT ORDER  -  SECOND    CLASS 0
 JJ0255
 JJ0255.The horizontal coordinates were scaled from a topographic map and have
 JJ0255.an estimated accuracy of +/- 6 seconds.
 JJ0255
 JJ0255.The orthometric height was determined by differential leveling
 JJ0255.and adjusted by the National Geodetic Survey in June 1991..
 JJ0255
 JJ0255.The geoid height was determined by GEOID03.
 JJ0255
 JJ0255.The dynamic height is computed by dividing the NAVD 88
 JJ0255.geopotential number by the normal gravity value computed on the
 JJ0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0255.degrees latitude (g = 980.6199 gals.).
 JJ0255
 JJ0255.The modeled gravity was interpolated from observed gravity values.
 JJ0255
 JJ0255;                    North         East    Units  Estimated Accuracy
 JJ0255;SPC CO S     -   506,970.    1,168,640.      MT  (+/- 180 meters Scaled)
 JJ0255
 JJ0255                          SUPERSEDED SURVEY CONTROL
 JJ0255
 JJ0255  NGVD 29 (??/??/92) 1212.046  (m)         3976.52   (f) ADJ UNCH    2 0
 JJ0255
 JJ0255.Superseded values are not recommended for survey control.
 JJ0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0255.See file dsdata.txt to determine how the superseded data were derived.
 JJ0255
 JJ0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC105587(NAD 83)
 JJ0255_MARKER: DB = BENCH MARK DISK
 JJ0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0255_STAMPING: J 82 1935
 JJ0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0255+STABILITY: SURFACE MOTION
 JJ0255
 JJ0255  HISTORY     - Date     Condition        Report By
 JJ0255  HISTORY     - 1935     MONUMENTED       CGS
 JJ0255  HISTORY     - 1941     GOOD             NGS
 JJ0255
 JJ0255                          STATION DESCRIPTION
 JJ0255
 JJ0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0255'10.8 MI E FROM EADS.
 JJ0255'TO REACH BENCH MARK FROM THE RAILROAD STATION AT EADS, GO 10.8
 JJ0255'MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD TO SITE OF
 JJ0255'BENCH MARK.  BENCH MARK IS AT MILE POLE 775, 94.0 FEET SOUTHWEST
 JJ0255'OF THE CONCRETE 5.0 MILE POST 775, 51.0 FEET SOUTH OF AND
 JJ0255'ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE RAILROAD
 JJ0255'TRACK, 3.0 FEET WEST OF A 4 X 4 INCH WOODEN MARKER POST AND
 JJ0255'1.0 FOOT SOUTH OF THE RIGHT OF WAY FENCE.  THE MONUMENT PROJECTS
 JJ0255'0.5 FOOT.  A STANDARD DISK SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0335 ***********************************************************************
 JJ0335  DESIGNATION -  J 84
 JJ0335  PID         -  JJ0335
 JJ0335  STATE/COUNTY-  CO/LINCOLN
 JJ0335  USGS QUAD   -  BECKMAN LAKE (1978)
 JJ0335
 JJ0335                         *CURRENT SURVEY CONTROL
 JJ0335  ___________________________________________________________________
 JJ0335* NAD 83(1986)-  38 54 31.     (N)    103 30 57.     (W)     SCALED    
 JJ0335* NAVD 88     -      1545.340  (meters)    5070.00   (feet)  ADJUSTED  
 JJ0335  ___________________________________________________________________
 JJ0335  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 JJ0335  DYNAMIC HT  -        1543.824 (meters)    5065.03  (feet)  COMP
 JJ0335  MODELED GRAV-     979,592.4   (mgal)                       NAVD 88
 JJ0335
 JJ0335  VERT ORDER  -  SECOND    CLASS 0
 JJ0335
 JJ0335.The horizontal coordinates were scaled from a topographic map and have
 JJ0335.an estimated accuracy of +/- 6 seconds.
 JJ0335
 JJ0335.The orthometric height was determined by differential leveling
 JJ0335.and adjusted by the National Geodetic Survey in June 1991..
 JJ0335
 JJ0335.The geoid height was determined by GEOID03.
 JJ0335
 JJ0335.The dynamic height is computed by dividing the NAVD 88
 JJ0335.geopotential number by the normal gravity value computed on the
 JJ0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0335.degrees latitude (g = 980.6199 gals.).
 JJ0335
 JJ0335.The modeled gravity was interpolated from observed gravity values.
 JJ0335
 JJ0335;                    North         East    Units  Estimated Accuracy
 JJ0335;SPC CO C     -   426,040.    1,086,480.      MT  (+/- 180 meters Scaled)
 JJ0335
 JJ0335                          SUPERSEDED SURVEY CONTROL
 JJ0335
 JJ0335  NGVD 29 (??/??/92) 1544.597  (m)         5067.57   (f) ADJ UNCH    2 0
 JJ0335
 JJ0335.Superseded values are not recommended for survey control.
 JJ0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0335.See file dsdata.txt to determine how the superseded data were derived.
 JJ0335
 JJ0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD286076(NAD 83)
 JJ0335_MARKER: DB = BENCH MARK DISK
 JJ0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0335_STAMPING: J 84 1935
 JJ0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0335+STABILITY: SURFACE MOTION
 JJ0335
 JJ0335  HISTORY     - Date     Condition        Report By
 JJ0335  HISTORY     - 1935     MONUMENTED       CGS
 JJ0335  HISTORY     - 1974     MARK NOT FOUND   USGS
 JJ0335
 JJ0335                          STATION DESCRIPTION
 JJ0335
 JJ0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JJ0335'15.3 MI SW FROM BOYERO.
 JJ0335'15.3 MILES SOUTHWEST ALONG STATE HIGHWAY 94 FROM A CROSSING OF
 JJ0335'THE UNION PACIFIC RAILROAD AT BOYERO, 0.6 MILE NORTH OF A
 JJ0335'FARMHOUSE, 55 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 1-1/2
 JJ0335'FEET NORTHEAST OF A FENCE CORNER, AND 1 FOOT NORTH OF A FENCE.  A
 JJ0335'STANDARD DISK, STAMPED J 84 1935 AND SET IN THE TOP OF A CONCRETE
 JJ0335'POST.
 JJ0335
 JJ0335                          STATION RECOVERY (1974)
 JJ0335
 JJ0335'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0335'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0143 ***********************************************************************
 HJ0143  DESIGNATION -  J 85
 HJ0143  PID         -  HJ0143
 HJ0143  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0143  USGS QUAD   -  MINERS PEAK (1972)
 HJ0143
 HJ0143                         *CURRENT SURVEY CONTROL
 HJ0143  ___________________________________________________________________
 HJ0143* NAD 83(1986)-  37 09 16.     (N)    103 44 12.     (W)     SCALED    
 HJ0143* NAVD 88     -      1713.493  (meters)    5621.69   (feet)  ADJUSTED  
 HJ0143  ___________________________________________________________________
 HJ0143  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 HJ0143  DYNAMIC HT  -        1711.480 (meters)    5615.08  (feet)  COMP
 HJ0143  MODELED GRAV-     979,395.6   (mgal)                       NAVD 88
 HJ0143
 HJ0143  VERT ORDER  -  SECOND    CLASS 0
 HJ0143
 HJ0143.The horizontal coordinates were scaled from a topographic map and have
 HJ0143.an estimated accuracy of +/- 6 seconds.
 HJ0143
 HJ0143.The orthometric height was determined by differential leveling
 HJ0143.and adjusted by the National Geodetic Survey in June 1991..
 HJ0143
 HJ0143.The geoid height was determined by GEOID03.
 HJ0143
 HJ0143.The dynamic height is computed by dividing the NAVD 88
 HJ0143.geopotential number by the normal gravity value computed on the
 HJ0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0143.degrees latitude (g = 980.6199 gals.).
 HJ0143
 HJ0143.The modeled gravity was interpolated from observed gravity values.
 HJ0143
 HJ0143;                    North         East    Units  Estimated Accuracy
 HJ0143;SPC CO S     -   360,420.    1,071,030.      MT  (+/- 180 meters Scaled)
 HJ0143
 HJ0143                          SUPERSEDED SURVEY CONTROL
 HJ0143
 HJ0143  NGVD 29 (??/??/92) 1712.575  (m)         5618.67   (f) ADJ UNCH    2 0
 HJ0143
 HJ0143.Superseded values are not recommended for survey control.
 HJ0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0143.See file dsdata.txt to determine how the superseded data were derived.
 HJ0143
 HJ0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB121127(NAD 83)
 HJ0143_MARKER: DB = BENCH MARK DISK
 HJ0143_SETTING: 66 = SET IN ROCK OUTCROP
 HJ0143_SP_SET: SANDSTONE OUTCROP
 HJ0143_STAMPING: J 85 1935
 HJ0143_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HJ0143+STABILITY: POSITION/ELEVATION WELL
 HJ0143
 HJ0143  HISTORY     - Date     Condition        Report By
 HJ0143  HISTORY     - 1935     MONUMENTED       CGS
 HJ0143  HISTORY     - 1972     GOOD             USGS
 HJ0143
 HJ0143                          STATION DESCRIPTION
 HJ0143
 HJ0143'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 HJ0143'19.6 MI NE FROM BRANSON.
 HJ0143'BRANSON, 10.5 MI NORTH OF ALONG STATE HIGHWAY 389 TO JUNCTION WITH
 HJ0143'U.S. HIGHWAY 160, THENCE 8.0 MI EAST ALONG U.S. HIGHWAY 160 TO SOME
 HJ0143'CORRALS ON THE RIGHT AND A ROAD LEADING SOUTHEASTERLY TO A HOUSE,
 HJ0143'THENCE 0.1 MI SE. ALONG A FENCE FROM CORRALS TO A GATE, THENCE WEST
 HJ0143'THRU GATE AND 1.0 MI SOUTH ALONG A TRACK ROAD, ABOUT 0.5 MI SE. OF
 HJ0143'THE NW. COR. OF SEC. 19, T.33S., R.56W., ABOUT 130 YARDS NW. OF A
 HJ0143'FENCE CORNER, ABOUT 100 YARDS SW. OF A DRAIN CROSSING, 45 FT. NW.
 HJ0143'OF CENTERLINE OF ROAD, SET IN A SANDSTONE OUTCROP, A STANDARD DISK
 HJ0143'STAMPED J 85 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0134 ***********************************************************************
 HJ0134  DESIGNATION -  J 86
 HJ0134  PID         -  HJ0134
 HJ0134  STATE/COUNTY-  CO/BACA
 HJ0134  USGS QUAD   -  UTLEYVILLE (1978)
 HJ0134
 HJ0134                         *CURRENT SURVEY CONTROL
 HJ0134  ___________________________________________________________________
 HJ0134* NAD 83(1986)-  37 16 44.     (N)    103 00 49.     (W)     SCALED    
 HJ0134* NAVD 88     -      1558.960  (meters)    5114.69   (feet)  ADJUSTED  
 HJ0134  ___________________________________________________________________
 HJ0134  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 HJ0134  DYNAMIC HT  -        1557.234 (meters)    5109.03  (feet)  COMP
 HJ0134  MODELED GRAV-     979,467.8   (mgal)                       NAVD 88
 HJ0134
 HJ0134  VERT ORDER  -  SECOND    CLASS 0
 HJ0134
 HJ0134.The horizontal coordinates were scaled from a topographic map and have
 HJ0134.an estimated accuracy of +/- 6 seconds.
 HJ0134
 HJ0134.The orthometric height was determined by differential leveling
 HJ0134.and adjusted by the National Geodetic Survey in June 1991..
 HJ0134
 HJ0134.The geoid height was determined by GEOID03.
 HJ0134
 HJ0134.The dynamic height is computed by dividing the NAVD 88
 HJ0134.geopotential number by the normal gravity value computed on the
 HJ0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0134.degrees latitude (g = 980.6199 gals.).
 HJ0134
 HJ0134.The modeled gravity was interpolated from observed gravity values.
 HJ0134
 HJ0134;                    North         East    Units  Estimated Accuracy
 HJ0134;SPC CO S     -   375,680.    1,134,880.      MT  (+/- 180 meters Scaled)
 HJ0134
 HJ0134                          SUPERSEDED SURVEY CONTROL
 HJ0134
 HJ0134  NGVD 29 (??/??/92) 1558.205  (m)         5112.21   (f) ADJ UNCH    2 0
 HJ0134
 HJ0134.Superseded values are not recommended for survey control.
 HJ0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0134.See file dsdata.txt to determine how the superseded data were derived.
 HJ0134
 HJ0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB761276(NAD 83)
 HJ0134_MARKER: DB = BENCH MARK DISK
 HJ0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0134_STAMPING: J 86 1935
 HJ0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0134+STABILITY: SURFACE MOTION
 HJ0134
 HJ0134  HISTORY     - Date     Condition        Report By
 HJ0134  HISTORY     - 1935     MONUMENTED       CGS
 HJ0134  HISTORY     - 1973     GOOD             NGS
 HJ0134
 HJ0134                          STATION DESCRIPTION
 HJ0134
 HJ0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HJ0134'14.1 MI SW FROM PRITCHETT.
 HJ0134'ABOUT 14.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 160 FROM PRITCHETT,
 HJ0134'BACA COUNTY, AT A ROAD CROSSING, ABOUT 23 FEET WEST OF THE CENTER
 HJ0134'LINE OF THE ROAD, ABOUT 54 FEET SOUTH OF THE CENTER LINE OF THE
 HJ0134'HIGHWAY, AND 1 FOOT EAST OF A POINT 4 FEET SOUTH OF A FENCE CORNER.
 HJ0134'A STANDARD DISK, STAMPED J 86 1935 AND SET IN THE TOP OF A CONCRETE
 HJ0134'POST.
 HJ0134
 HJ0134                          STATION RECOVERY (1973)
 HJ0134
 HJ0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HJ0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0014 ***********************************************************************
 HJ0014  DESIGNATION -  J 87
 HJ0014  PID         -  HJ0014
 HJ0014  STATE/COUNTY-  CO/BACA
 HJ0014  USGS QUAD   -  WALSH (1978)
 HJ0014
 HJ0014                         *CURRENT SURVEY CONTROL
 HJ0014  ___________________________________________________________________
 HJ0014* NAD 83(1986)-  37 23 23.     (N)    102 16 38.     (W)     SCALED    
 HJ0014* NAVD 88     -      1206.349  (meters)    3957.83   (feet)  ADJUSTED  
 HJ0014  ___________________________________________________________________
 HJ0014  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 HJ0014  DYNAMIC HT  -        1205.118 (meters)    3953.79  (feet)  COMP
 HJ0014  MODELED GRAV-     979,568.1   (mgal)                       NAVD 88
 HJ0014
 HJ0014  VERT ORDER  -  SECOND    CLASS 0
 HJ0014
 HJ0014.The horizontal coordinates were scaled from a topographic map and have
 HJ0014.an estimated accuracy of +/- 6 seconds.
 HJ0014
 HJ0014.The orthometric height was determined by differential leveling
 HJ0014.and adjusted by the National Geodetic Survey in June 1991..
 HJ0014
 HJ0014.The geoid height was determined by GEOID03.
 HJ0014
 HJ0014.The dynamic height is computed by dividing the NAVD 88
 HJ0014.geopotential number by the normal gravity value computed on the
 HJ0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0014.degrees latitude (g = 980.6199 gals.).
 HJ0014
 HJ0014.The modeled gravity was interpolated from observed gravity values.
 HJ0014
 HJ0014;                    North         East    Units  Estimated Accuracy
 HJ0014;SPC CO S     -   389,970.    1,199,730.      MT  (+/- 180 meters Scaled)
 HJ0014
 HJ0014                          SUPERSEDED SURVEY CONTROL
 HJ0014
 HJ0014  NGVD 29 (??/??/92) 1205.881  (m)         3956.29   (f) ADJ UNCH    2 0
 HJ0014
 HJ0014.Superseded values are not recommended for survey control.
 HJ0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0014.See file dsdata.txt to determine how the superseded data were derived.
 HJ0014
 HJ0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB410415(NAD 83)
 HJ0014_MARKER: DB = BENCH MARK DISK
 HJ0014_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HJ0014_SP_SET: GRAIN ELEVATOR
 HJ0014_STAMPING: J 87 1935
 HJ0014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HJ0014
 HJ0014  HISTORY     - Date     Condition        Report By
 HJ0014  HISTORY     - 1935     MONUMENTED       CGS
 HJ0014  HISTORY     - 1941     GOOD             NGS
 HJ0014
 HJ0014                          STATION DESCRIPTION
 HJ0014
 HJ0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 HJ0014'AT WALSH.
 HJ0014'TO REACH BENCH MARK FROM THE WALSH RAILROAD STATION, GO ALONG THE
 HJ0014'ATCHISON TOPEKA AND SANTA FE RAILROAD TO SITE OF BENCH MARK.  BENCH
 HJ0014'MARK IS AT WALSH SET VERTICALLY IN THE CONCRETE FOUNDATION OF THE
 HJ0014'MOOMAN GRAIN ELEVATOR, ABOUT 200.0 FEET SOUTHEAST OF THE RAILROAD
 HJ0014'STATION, ABOUT 150.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS
 HJ0014'THE CENTERLINE OF THE RAILROAD TRACK, 3.0 FEET ABOVE THE GROUND
 HJ0014'SURFACE AND 1.0 FOOT WEST OF THE NORTHEAST CORNER OF THE ELEVATOR.
 HJ0014'A STANDARD DISK SET IN DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0074 ***********************************************************************
 HJ0074  DESIGNATION -  J 88
 HJ0074  PID         -  HJ0074
 HJ0074  STATE/COUNTY-  CO/BACA
 HJ0074  USGS QUAD   -  PRITCHETT NW (1978)
 HJ0074
 HJ0074                         *CURRENT SURVEY CONTROL
 HJ0074  ___________________________________________________________________
 HJ0074* NAD 83(1986)-  37 24 39.     (N)    102 53 32.     (W)     SCALED    
 HJ0074* NAVD 88     -      1469.769  (meters)    4822.07   (feet)  ADJUSTED  
 HJ0074  ___________________________________________________________________
 HJ0074  GEOID HEIGHT-         -22.36  (meters)                     GEOID03
 HJ0074  DYNAMIC HT  -        1468.172 (meters)    4816.83  (feet)  COMP
 HJ0074  MODELED GRAV-     979,492.3   (mgal)                       NAVD 88
 HJ0074
 HJ0074  VERT ORDER  -  SECOND    CLASS 0
 HJ0074
 HJ0074.The horizontal coordinates were scaled from a topographic map and have
 HJ0074.an estimated accuracy of +/- 6 seconds.
 HJ0074
 HJ0074.The orthometric height was determined by differential leveling
 HJ0074.and adjusted by the National Geodetic Survey in June 1991..
 HJ0074
 HJ0074.The geoid height was determined by GEOID03.
 HJ0074
 HJ0074.The dynamic height is computed by dividing the NAVD 88
 HJ0074.geopotential number by the normal gravity value computed on the
 HJ0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0074.degrees latitude (g = 980.6199 gals.).
 HJ0074
 HJ0074.The modeled gravity was interpolated from observed gravity values.
 HJ0074
 HJ0074;                    North         East    Units  Estimated Accuracy
 HJ0074;SPC CO S     -   390,610.    1,145,230.      MT  (+/- 180 meters Scaled)
 HJ0074
 HJ0074                          SUPERSEDED SURVEY CONTROL
 HJ0074
 HJ0074  NGVD 29 (??/??/92) 1469.050  (m)         4819.71   (f) ADJ UNCH    2 0
 HJ0074
 HJ0074.Superseded values are not recommended for survey control.
 HJ0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0074.See file dsdata.txt to determine how the superseded data were derived.
 HJ0074
 HJ0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB865425(NAD 83)
 HJ0074_MARKER: DB = BENCH MARK DISK
 HJ0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0074_STAMPING: J 88 1935
 HJ0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0074+STABILITY: SURFACE MOTION
 HJ0074
 HJ0074  HISTORY     - Date     Condition        Report By
 HJ0074  HISTORY     - 1935     MONUMENTED       CGS
 HJ0074
 HJ0074                          STATION DESCRIPTION
 HJ0074
 HJ0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HJ0074'4.1 MI NW FROM PRITCHETT.
 HJ0074'4.1 MILE NW ALONG STATE HIGHWAY 101 FROM PRITCHETT, ON STATE HWY
 HJ0074'101, IN THE SE CORNER OF A CROSSROAD, 31 FT E OF THE CENTERLINE OF
 HJ0074'THE HIGHWAY, 101 FT S OF THE CENTERLINE OF THE CROSS ROAD, 2 FT NE
 HJ0074'OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0210 ***********************************************************************
 HJ0210  DESIGNATION -  J 89
 HJ0210  PID         -  HJ0210
 HJ0210  STATE/COUNTY-  CO/BENT
 HJ0210  USGS QUAD   -  GILPIN (1966)
 HJ0210
 HJ0210                         *CURRENT SURVEY CONTROL
 HJ0210  ___________________________________________________________________
 HJ0210* NAD 83(1986)-  37 59 52.     (N)    103 11 50.     (W)     SCALED    
 HJ0210* NAVD 88     -      1226.111  (meters)    4022.67   (feet)  ADJUSTED  
 HJ0210  ___________________________________________________________________
 HJ0210  GEOID HEIGHT-         -22.47  (meters)                     GEOID03
 HJ0210  DYNAMIC HT  -        1224.889 (meters)    4018.66  (feet)  COMP
 HJ0210  MODELED GRAV-     979,590.4   (mgal)                       NAVD 88
 HJ0210
 HJ0210  VERT ORDER  -  SECOND    CLASS 0
 HJ0210
 HJ0210.The horizontal coordinates were scaled from a topographic map and have
 HJ0210.an estimated accuracy of +/- 6 seconds.
 HJ0210
 HJ0210.The orthometric height was determined by differential leveling
 HJ0210.and adjusted by the National Geodetic Survey in June 1991..
 HJ0210
 HJ0210.The geoid height was determined by GEOID03.
 HJ0210
 HJ0210.The dynamic height is computed by dividing the NAVD 88
 HJ0210.geopotential number by the normal gravity value computed on the
 HJ0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0210.degrees latitude (g = 980.6199 gals.).
 HJ0210
 HJ0210.The modeled gravity was interpolated from observed gravity values.
 HJ0210
 HJ0210;                    North         East    Units  Estimated Accuracy
 HJ0210;SPC CO S     -   455,030.    1,116,640.      MT  (+/- 180 meters Scaled)
 HJ0210
 HJ0210                          SUPERSEDED SURVEY CONTROL
 HJ0210
 HJ0210  NGVD 29 (??/??/92) 1225.477  (m)         4020.59   (f) ADJ UNCH    2 0
 HJ0210
 HJ0210.Superseded values are not recommended for survey control.
 HJ0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0210.See file dsdata.txt to determine how the superseded data were derived.
 HJ0210
 HJ0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC582071(NAD 83)
 HJ0210_MARKER: DB = BENCH MARK DISK
 HJ0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0210_STAMPING: J 89 1935
 HJ0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0210+STABILITY: SURFACE MOTION
 HJ0210
 HJ0210  HISTORY     - Date     Condition        Report By
 HJ0210  HISTORY     - 1935     MONUMENTED       CGS
 HJ0210  HISTORY     - 1965     MARK NOT FOUND   USGS
 HJ0210
 HJ0210                          STATION DESCRIPTION
 HJ0210
 HJ0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HJ0210'5.2 MI S FROM LAS ANIMAS.
 HJ0210'5.2 MI S OF LAS ANIMAS ALONG ST HWY 101, IN THE SE CORNER OF A
 HJ0210'CROSS ROAD, 74 FT E OF THE CENTERLINE OF THE HWY, 30 FT S OF THE
 HJ0210'CENTERLINE OF THE ROAD, 2 FT W OF A FENCE CORNER.
 HJ0210
 HJ0210                          STATION RECOVERY (1965)
 HJ0210
 HJ0210'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HJ0210'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0303 ***********************************************************************
 JL0303  DESIGNATION -  J 9
 JL0303  PID         -  JL0303
 JL0303  STATE/COUNTY-  CO/GUNNISON
 JL0303  USGS QUAD   -  CARPENTER RIDGE (1982)
 JL0303
 JL0303                         *CURRENT SURVEY CONTROL
 JL0303  ___________________________________________________________________
 JL0303* NAD 83(1986)-  38 28 24.     (N)    107 11 32.     (W)     SCALED    
 JL0303* NAVD 88     -      2237.635  (meters)    7341.31   (feet)  POSTED    
 JL0303  ___________________________________________________________________
 JL0303  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 JL0303  DYNAMIC HT  -        2234.940 (meters)    7332.47  (feet)  COMP
 JL0303  MODELED GRAV-     979,342.1   (mgal)                       NAVD 88
 JL0303
 JL0303  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JL0303
 JL0303.The horizontal coordinates were scaled from a topographic map and have
 JL0303.an estimated accuracy of +/- 6 seconds.
 JL0303
 JL0303.The orthometric height was determined by differential leveling
 JL0303.and adjusted by the National Geodetic Survey in 1992..
 JL0303.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JL0303.rate of 1.1 thru 2.0 mm/km.
 JL0303
 JL0303.The geoid height was determined by GEOID03.
 JL0303
 JL0303.The dynamic height is computed by dividing the NAVD 88
 JL0303.geopotential number by the normal gravity value computed on the
 JL0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0303.degrees latitude (g = 980.6199 gals.).
 JL0303
 JL0303.The modeled gravity was interpolated from observed gravity values.
 JL0303
 JL0303;                    North         East    Units  Estimated Accuracy
 JL0303;SPC CO C     -   377,220.      766,740.      MT  (+/- 180 meters Scaled)
 JL0303
 JL0303                          SUPERSEDED SURVEY CONTROL
 JL0303
 JL0303  NGVD 29 (??/??/92) 2236.166  (m)         7336.49   (f) ADJ UNCH    1 2
 JL0303
 JL0303.Superseded values are not recommended for survey control.
 JL0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0303.See file dsdata.txt to determine how the superseded data were derived.
 JL0303
 JL0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC087606(NAD 83)
 JL0303_MARKER: DB = BENCH MARK DISK
 JL0303_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JL0303_SP_SET: UNSPEC. ROCK
 JL0303_STAMPING: 7336.488 J 9 1926
 JL0303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0303
 JL0303  HISTORY     - Date     Condition        Report By
 JL0303  HISTORY     - 1926     MONUMENTED       CGS
 JL0303  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0303
 JL0303                          STATION DESCRIPTION
 JL0303
 JL0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 JL0303'8.1 MI E FROM SAPINERO.
 JL0303'8.1 MILE EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JL0303'THE STATION AT SAPINERO, GUNNISON COUNTY, 0.1 MILE EAST OF MILEPOST
 JL0303'D-306, 40 FEET WEST OF THE NORTHWEST END OF BRIDGE 305.87, 30 FEET
 JL0303'SOUTHWEST OF THE TRACK, 1-1/2 FEET LOWER THAN THE TRACK, AND IN ROCK.
 JL0303'A STANDARD DISK, STAMPED 7336.488 J 9 1926.
 JL0303
 JL0303                          STATION RECOVERY (1984)
 JL0303
 JL0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0303'THIS LOCATION IS NOW THE BLUE MESA RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0056 ***********************************************************************
 JJ0056  DESIGNATION -  J 90
 JJ0056  PID         -  JJ0056
 JJ0056  STATE/COUNTY-  CO/CHEYENNE
 JJ0056  USGS QUAD   -  SOUTH OF CHEYENNE WELLS (1982)
 JJ0056
 JJ0056                         *CURRENT SURVEY CONTROL
 JJ0056  ___________________________________________________________________
 JJ0056* NAD 83(1986)-  38 42 17.     (N)    102 19 53.     (W)     SCALED    
 JJ0056* NAVD 88     -      1295.928  (meters)    4251.72   (feet)  ADJUSTED  
 JJ0056  ___________________________________________________________________
 JJ0056  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 JJ0056  DYNAMIC HT  -        1294.736 (meters)    4247.81  (feet)  COMP
 JJ0056  MODELED GRAV-     979,663.1   (mgal)                       NAVD 88
 JJ0056
 JJ0056  VERT ORDER  -  SECOND    CLASS 0
 JJ0056
 JJ0056.The horizontal coordinates were scaled from a topographic map and have
 JJ0056.an estimated accuracy of +/- 6 seconds.
 JJ0056
 JJ0056.The orthometric height was determined by differential leveling
 JJ0056.and adjusted by the National Geodetic Survey in June 1991..
 JJ0056
 JJ0056.The geoid height was determined by GEOID03.
 JJ0056
 JJ0056.The dynamic height is computed by dividing the NAVD 88
 JJ0056.geopotential number by the normal gravity value computed on the
 JJ0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0056.degrees latitude (g = 980.6199 gals.).
 JJ0056
 JJ0056.The modeled gravity was interpolated from observed gravity values.
 JJ0056
 JJ0056;                    North         East    Units  Estimated Accuracy
 JJ0056;SPC CO C     -   406,340.    1,189,960.      MT  (+/- 180 meters Scaled)
 JJ0056
 JJ0056                          SUPERSEDED SURVEY CONTROL
 JJ0056
 JJ0056  NGVD 29 (??/??/92) 1295.414  (m)         4250.04   (f) ADJ UNCH    2 0
 JJ0056
 JJ0056.Superseded values are not recommended for survey control.
 JJ0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0056.See file dsdata.txt to determine how the superseded data were derived.
 JJ0056
 JJ0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC320873(NAD 83)
 JJ0056_MARKER: DB = BENCH MARK DISK
 JJ0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0056_STAMPING: J 90 1935
 JJ0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0056+STABILITY: SURFACE MOTION
 JJ0056
 JJ0056  HISTORY     - Date     Condition        Report By
 JJ0056  HISTORY     - 1935     MONUMENTED       CGS
 JJ0056  HISTORY     - 1941     GOOD             NGS
 JJ0056
 JJ0056                          STATION DESCRIPTION
 JJ0056
 JJ0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0056'9 MI S FROM CHEYENNE WELLS.
 JJ0056'TO REACH FROM THE COUNTY COURT HOUSE IN CHEYENNE WELLS-- GO 1.0 MILE
 JJ0056'EAST ALONG U.S. HIGHWAY NO. 40 TO THE INTERSECTION OF STATE
 JJ0056'HIGHWAY NO. 51, THENCE, GO 8.0 MILES SOUTHERLY ALONG STATE
 JJ0056'HIGHWAY NO. 51 TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.5
 JJ0056'MILE SOUTH OF THE INTERSECTION OF A CROSS ROAD, ABOUT 0.4 MILE
 JJ0056'NORTH OF INTERSECTION OF RANCH ROAD AND 43.0 FEET EAST OF AND ABOUT
 JJ0056'THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY.  IT IS 3.0
 JJ0056'FEET NORTH OF A 4X4-INCH WOODEN MARKER POST AND 1.3 FEET WEST OF
 JJ0056'FENCE.  THE MONUMENT PROJECTS 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0147 ***********************************************************************
 JJ0147  DESIGNATION -  J 91
 JJ0147  PID         -  JJ0147
 JJ0147  STATE/COUNTY-  CO/KIOWA
 JJ0147  USGS QUAD   -  SHERIDAN LAKE (1968)
 JJ0147
 JJ0147                         *CURRENT SURVEY CONTROL
 JJ0147  ___________________________________________________________________
 JJ0147* NAD 83(1986)-  38 23 30.     (N)    102 18 26.     (W)     SCALED    
 JJ0147* NAVD 88     -      1254.160  (meters)    4114.69   (feet)  ADJUSTED  
 JJ0147  ___________________________________________________________________
 JJ0147  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 JJ0147  DYNAMIC HT  -        1252.983 (meters)    4110.83  (feet)  COMP
 JJ0147  MODELED GRAV-     979,646.3   (mgal)                       NAVD 88
 JJ0147
 JJ0147  VERT ORDER  -  SECOND    CLASS 0
 JJ0147
 JJ0147.The horizontal coordinates were scaled from a topographic map and have
 JJ0147.an estimated accuracy of +/- 6 seconds.
 JJ0147
 JJ0147.The orthometric height was determined by differential leveling
 JJ0147.and adjusted by the National Geodetic Survey in June 1991..
 JJ0147
 JJ0147.The geoid height was determined by GEOID03.
 JJ0147
 JJ0147.The dynamic height is computed by dividing the NAVD 88
 JJ0147.geopotential number by the normal gravity value computed on the
 JJ0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0147.degrees latitude (g = 980.6199 gals.).
 JJ0147
 JJ0147.The modeled gravity was interpolated from observed gravity values.
 JJ0147
 JJ0147;                    North         East    Units  Estimated Accuracy
 JJ0147;SPC CO S     -   501,020.    1,193,280.      MT  (+/- 180 meters Scaled)
 JJ0147
 JJ0147                          SUPERSEDED SURVEY CONTROL
 JJ0147
 JJ0147  NGVD 29 (??/??/92) 1253.646  (m)         4113.00   (f) ADJ UNCH    2 0
 JJ0147
 JJ0147.Superseded values are not recommended for survey control.
 JJ0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0147.See file dsdata.txt to determine how the superseded data were derived.
 JJ0147
 JJ0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC351527(NAD 83)
 JJ0147_MARKER: DB = BENCH MARK DISK
 JJ0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0147_STAMPING: J 91 1935
 JJ0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0147+STABILITY: SURFACE MOTION
 JJ0147
 JJ0147  HISTORY     - Date     Condition        Report By
 JJ0147  HISTORY     - 1935     MONUMENTED       CGS
 JJ0147  HISTORY     - 1941     GOOD             NGS
 JJ0147  HISTORY     - 1967     MARK NOT FOUND   USGS
 JJ0147
 JJ0147                          STATION DESCRIPTION
 JJ0147
 JJ0147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0147'6 MI S FROM SHERIDAN LAKE.
 JJ0147'TO REACH FROM THE HIGH SCHOOL IN SHERIDAN LAKE--GO 1.0 MILE WEST
 JJ0147'ALONG STATE HIGHWAYS NOS. 96 AND 51 TO THE JUNCTION, THENCE, GO 5.0
 JJ0147'MILES SOUTHERLY ALONG STATE HIGHWAY NO. 51 TO THE SITE OF BENCH
 JJ0147'MARK.  BENCH MARK IS ABOUT 0.35 MILE SOUTH OF INTERSECTION OF A
 JJ0147'CROSS ROAD, ABOUT 0.15 MILE NORTH OF A FENCE CORNER AND 37.0 FEET
 JJ0147'WEST OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF THE HIGHWAY.
 JJ0147'IT IS 12.0 FEET EAST OF FENCE AND 3.0 FEET EAST OF A 4 X 4-INCH
 JJ0147'WOODEN MARKER POST.  THE MONUMENT PROJECTS 0.7 FOOT.
 JJ0147
 JJ0147                          STATION RECOVERY (1967)
 JJ0147
 JJ0147'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JJ0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0271 ***********************************************************************
 KJ0271  DESIGNATION -  J 92
 KJ0271  PID         -  KJ0271
 KJ0271  STATE/COUNTY-  CO/LINCOLN
 KJ0271  USGS QUAD   -  LAKE (1970)
 KJ0271
 KJ0271                         *CURRENT SURVEY CONTROL
 KJ0271  ___________________________________________________________________
 KJ0271* NAD 83(1986)-  39 09 36.     (N)    103 41 45.     (W)     SCALED    
 KJ0271* NAVD 88     -      1684.903  (meters)    5527.89   (feet)  ADJUSTED  
 KJ0271  ___________________________________________________________________
 KJ0271  GEOID HEIGHT-         -19.84  (meters)                     GEOID03
 KJ0271  DYNAMIC HT  -        1683.254 (meters)    5522.48  (feet)  COMP
 KJ0271  MODELED GRAV-     979,589.0   (mgal)                       NAVD 88
 KJ0271
 KJ0271  VERT ORDER  -  SECOND    CLASS 0
 KJ0271
 KJ0271.The horizontal coordinates were scaled from a topographic map and have
 KJ0271.an estimated accuracy of +/- 6 seconds.
 KJ0271
 KJ0271.The orthometric height was determined by differential leveling
 KJ0271.and adjusted by the National Geodetic Survey in June 1991..
 KJ0271
 KJ0271.The geoid height was determined by GEOID03.
 KJ0271
 KJ0271.The dynamic height is computed by dividing the NAVD 88
 KJ0271.geopotential number by the normal gravity value computed on the
 KJ0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0271.degrees latitude (g = 980.6199 gals.).
 KJ0271
 KJ0271.The modeled gravity was interpolated from observed gravity values.
 KJ0271
 KJ0271;                    North         East    Units  Estimated Accuracy
 KJ0271;SPC CO C     -   453,620.    1,070,320.      MT  (+/- 180 meters Scaled)
 KJ0271
 KJ0271                          SUPERSEDED SURVEY CONTROL
 KJ0271
 KJ0271  NGVD 29 (??/??/92) 1684.091  (m)         5525.22   (f) ADJ UNCH    2 0
 KJ0271
 KJ0271.Superseded values are not recommended for survey control.
 KJ0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0271.See file dsdata.txt to determine how the superseded data were derived.
 KJ0271
 KJ0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD126353(NAD 83)
 KJ0271_MARKER: DB = BENCH MARK DISK
 KJ0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0271_STAMPING: J 92 1935
 KJ0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0271+STABILITY: SURFACE MOTION
 KJ0271
 KJ0271  HISTORY     - Date     Condition        Report By
 KJ0271  HISTORY     - 1935     MONUMENTED       CGS
 KJ0271  HISTORY     - 1970     GOOD             USGS
 KJ0271
 KJ0271                          STATION DESCRIPTION
 KJ0271
 KJ0271'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KJ0271'7.4 MI S FROM LIMON.
 KJ0271'7.4 MILES SOUTH ALONG STATE HWY. 71 FROM THE INTERSECTION OF
 KJ0271'U.S. HWY. 40 AT LIMON, LINCOLN COUNTY, ABOUT 230 FEET NORTHEAST
 KJ0271'OF A HOUSE, AT A ROAD CROSSING, 130 FEET EAST OF THE CENTERLINE
 KJ0271'OF THE HWY., 28 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 2
 KJ0271'FEET SOUTHEAST OF A FENCE CORNER.  A STANDARD DISK STAMPED
 KJ0271'J 92 1935, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0151 ***********************************************************************
 HK0151  DESIGNATION -  J 93
 HK0151  PID         -  HK0151
 HK0151  STATE/COUNTY-  CO/HUERFANO
 HK0151  USGS QUAD   -  BLACK HILLS (1963)
 HK0151
 HK0151                         *CURRENT SURVEY CONTROL
 HK0151  ___________________________________________________________________
 HK0151* NAD 83(1986)-  37 42 50.     (N)    104 53 04.     (W)     SCALED    
 HK0151* NAVD 88     -      1927.959  (meters)    6325.31   (feet)  ADJUSTED  
 HK0151  ___________________________________________________________________
 HK0151  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 HK0151  DYNAMIC HT  -        1925.677 (meters)    6317.83  (feet)  COMP
 HK0151  MODELED GRAV-     979,377.3   (mgal)                       NAVD 88
 HK0151
 HK0151  VERT ORDER  -  SECOND    CLASS 0
 HK0151
 HK0151.The horizontal coordinates were scaled from a topographic map and have
 HK0151.an estimated accuracy of +/- 6 seconds.
 HK0151
 HK0151.The orthometric height was determined by differential leveling
 HK0151.and adjusted by the National Geodetic Survey in June 1991..
 HK0151
 HK0151.The geoid height was determined by GEOID03.
 HK0151
 HK0151.The dynamic height is computed by dividing the NAVD 88
 HK0151.geopotential number by the normal gravity value computed on the
 HK0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0151.degrees latitude (g = 980.6199 gals.).
 HK0151
 HK0151.The modeled gravity was interpolated from observed gravity values.
 HK0151
 HK0151;                    North         East    Units  Estimated Accuracy
 HK0151;SPC CO S     -   421,200.      968,670.      MT  (+/- 180 meters Scaled)
 HK0151
 HK0151                          SUPERSEDED SURVEY CONTROL
 HK0151
 HK0151  NGVD 29 (??/??/92) 1926.922  (m)         6321.91   (f) ADJ UNCH    2 0
 HK0151
 HK0151.Superseded values are not recommended for survey control.
 HK0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0151.See file dsdata.txt to determine how the superseded data were derived.
 HK0151
 HK0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB101740(NAD 83)
 HK0151_MARKER: DB = BENCH MARK DISK
 HK0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0151_STAMPING: J 93 1935
 HK0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0151+STABILITY: SURFACE MOTION
 HK0151
 HK0151  HISTORY     - Date     Condition        Report By
 HK0151  HISTORY     - 1935     MONUMENTED       CGS
 HK0151
 HK0151                          STATION DESCRIPTION
 HK0151
 HK0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HK0151'1 MI N FROM WALSENBURG.
 HK0151'1.0 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE COUNTY COURTHOUSE AT
 HK0151'WALSENBURG, HUERFANO COUNTY, THENCE 9.5 MILES NORTHWEST ALONG THE
 HK0151'DENVER AND RIO GRANDE WESTERN RAILROAD, 0.25 MILE NORTHWEST OF THE
 HK0151'ROAD CROSSING AT DELCARBON, 0.15 MILE NORTHWEST OF MILEPOST 187, 0.1
 HK0151'MILE SOUTHEAST OF THE SOUTHEAST END OF A SIDETRACK, 84 FEET EAST OF
 HK0151'THE NORTHEAST END OF A SMALL WOODEN CULVERT, 76.0 FEET NORTHEAST OF
 HK0151'THE CENTERLINE OF THE TRACK, 53.0 FEET SOUTHEAST OF A FENCE CORNER,
 HK0151'26.0 FEET SOUTHEAST OF A WASH, 3.0 FEET NORTH OF A 4- BY 4-INCH WOODEN
 HK0151'MARKER POST STENCILED U.S.B.M., AND ABOUT 6.5 FEET LOWER THAN THE
 HK0151'TRACK.  A STANDARD DISK, STAMPED J 93 1935 AND SET IN THE TOP OF A
 HK0151'CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0183 ***********************************************************************
 HK0183  DESIGNATION -  J 94
 HK0183  PID         -  HK0183
 HK0183  STATE/COUNTY-  CO/HUERFANO
 HK0183  USGS QUAD   -  CREAGER RESERVOIR (1967)
 HK0183
 HK0183                         *CURRENT SURVEY CONTROL
 HK0183  ___________________________________________________________________
 HK0183* NAD 83(1986)-  37 48 36.     (N)    105 15 31.     (W)     SCALED    
 HK0183* NAVD 88     -      2258.280  (meters)    7409.04   (feet)  ADJUSTED  
 HK0183  ___________________________________________________________________
 HK0183  GEOID HEIGHT-         -15.73  (meters)                     GEOID03
 HK0183  DYNAMIC HT  -        2255.439 (meters)    7399.72  (feet)  COMP
 HK0183  MODELED GRAV-     979,290.5   (mgal)                       NAVD 88
 HK0183
 HK0183  VERT ORDER  -  SECOND    CLASS 0
 HK0183
 HK0183.The horizontal coordinates were scaled from a topographic map and have
 HK0183.an estimated accuracy of +/- 6 seconds.
 HK0183
 HK0183.The orthometric height was determined by differential leveling
 HK0183.and adjusted by the National Geodetic Survey in June 1991..
 HK0183
 HK0183.The geoid height was determined by GEOID03.
 HK0183
 HK0183.The dynamic height is computed by dividing the NAVD 88
 HK0183.geopotential number by the normal gravity value computed on the
 HK0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0183.degrees latitude (g = 980.6199 gals.).
 HK0183
 HK0183.The modeled gravity was interpolated from observed gravity values.
 HK0183
 HK0183;                    North         East    Units  Estimated Accuracy
 HK0183;SPC CO S     -   431,720.      935,660.      MT  (+/- 180 meters Scaled)
 HK0183
 HK0183                          SUPERSEDED SURVEY CONTROL
 HK0183
 HK0183  NGVD 29 (??/??/92) 2257.041  (m)         7404.98   (f) ADJ UNCH    2 0
 HK0183
 HK0183.Superseded values are not recommended for survey control.
 HK0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0183.See file dsdata.txt to determine how the superseded data were derived.
 HK0183
 HK0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB772847(NAD 83)
 HK0183_MARKER: DB = BENCH MARK DISK
 HK0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0183_STAMPING: J 94 1935
 HK0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0183+STABILITY: SURFACE MOTION
 HK0183
 HK0183  HISTORY     - Date     Condition        Report By
 HK0183  HISTORY     - 1935     MONUMENTED       CGS
 HK0183
 HK0183                          STATION DESCRIPTION
 HK0183
 HK0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HK0183'1.8 MI NW FROM GARDNER.
 HK0183'1.8 MILES NORTHWEST ALONG NEW STATE HIGHWAY 69 FROM THE POST
 HK0183'OFFICE AT GARDNER, HUERFANO COUNTY, THENCE 3.7 MILES NORTHWEST
 HK0183'ALONG OLD STATE HIGHWAY 69, 0.1 MILE NORTHWEST OF THE CROSSING
 HK0183'OF A RIDGE, 457 FEET EAST OF A WOODEN BRIDGE AT THE JUNCTION OF
 HK0183'THE OLD AND NEW HIGHWAYS, 120 FEET EAST OF 12-INCH GALVANIZED IRON
 HK0183'CULVERT, 139 FEET SOUTH OF THE CENTERLINE OF THE NEW HIGHWAY,
 HK0183'42.0 FEET SOUTH OF THE CENTERLINE OF THE OLD HIGHWAY, 20.0 FEET
 HK0183'NORTH OF THE CENTERLINE OF AN OLD ROAD, 3.0 FEET SOUTH OF A
 HK0183'4-BY-4 INCH WOODEN MARKER POST STENCILED U.S.B.M., 12.0 FEET
 HK0183'LOWER THAN THE NEW HIGHWAY, AND 1.5 FEET LOWER THAN THE OLD
 HK0183'HIGHWAY.  A STANDARD DISK, STAMPED J 94 1935 AND SET IN THE TOP
 HK0183'OF A CONCRETE POST PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0510 ***********************************************************************
 KJ0510  DESIGNATION -  JACK
 KJ0510  PID         -  KJ0510
 KJ0510  STATE/COUNTY-  CO/LINCOLN
 KJ0510  USGS QUAD   -  LIMON (1970)
 KJ0510
 KJ0510                         *CURRENT SURVEY CONTROL
 KJ0510  ___________________________________________________________________
 KJ0510* NAD 83(1992)-  39 22 05.07750(N)    103 40 55.53679(W)     ADJUSTED  
 KJ0510* NAVD 88     -      1760.5    (meters)    5776.     (feet)  VERTCON   
 KJ0510  ___________________________________________________________________
 KJ0510  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 KJ0510  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 KJ0510
 KJ0510  HORZ ORDER  -  SECOND
 KJ0510
 KJ0510.The horizontal coordinates were established by classical geodetic methods
 KJ0510.and adjusted by the National Geodetic Survey in January 1993..
 KJ0510
 KJ0510.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0510
 KJ0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0510
 KJ0510.The geoid height was determined by GEOID03.
 KJ0510
 KJ0510;                    North         East     Units Scale Factor Converg.
 KJ0510;SPC CO C     -   476,737.150 1,071,042.561   MT  0.99994674   +1 08 47.5
 KJ0510;SPC CO C     - 1,564,095.13  3,513,912.14   sFT  0.99994674   +1 08 47.5
 KJ0510;UTM  13      - 4,358,452.057   613,528.184   MT  0.99975869   +0 50 09.7
 KJ0510
 KJ0510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0510!SPC CO C     -   0.99972695  x   0.99994674  =   0.99967371
 KJ0510!UTM  13      -   0.99972695  x   0.99975869  =   0.99948571
 KJ0510
 KJ0510|---------------------------------------------------------------------|
 KJ0510| PID    Reference Object                     Distance      Geod. Az  |
 KJ0510|                                                           dddmmss.s |
 KJ0510| CP8310 JACK RM 1                            10.093 METERS 08450     |
 KJ0510| CP8311 JACK RM 2                            10.593 METERS 17642     |
 KJ0510| KJ0509 SNOW                                APPROX. 8.5 KM 1773217.3 |
 KJ0510|---------------------------------------------------------------------|
 KJ0510
 KJ0510                          SUPERSEDED SURVEY CONTROL
 KJ0510
 KJ0510  NAD 83(1986)-  39 22 05.07118(N)    103 40 55.53393(W) AD(       ) 2
 KJ0510  NAD 27      -  39 22 05.11993(N)    103 40 53.70889(W) AD(       ) 2
 KJ0510  NGVD 29 (07/19/86) 1759.6    (m)         5773.     (f) VERT ANG       
 KJ0510
 KJ0510.Superseded values are not recommended for survey control.
 KJ0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0510.See file dsdata.txt to determine how the superseded data were derived.
 KJ0510
 KJ0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD1352858452(NAD 83)
 KJ0510_MARKER: Z = SEE DESCRIPTION
 KJ0510_SETTING: 0 = UNSPECIFIED SETTING
 KJ0510
 KJ0510  HISTORY     - Date     Condition        Report By
 KJ0510  HISTORY     - 1970     MONUMENTED       USGS
 KJ0510
 KJ0510                          STATION DESCRIPTION
 KJ0510
 KJ0510'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (RVS)
 KJ0510'THE STATION IS LOCATED EAST 26 DEGREES SOUTH ABOUT 16 MILES AIRLINE
 KJ0510'FROM AGATE, COLORADO.  NORTH 04 DEGREES EAST ABOUT 7 MILES AIRLINE
 KJ0510'FROM LIMON, COLORADO.  ABOUT 1225 FEET WEST OF THE CENTERLINE OF
 KJ0510'STATE HIGHWAY 71.  ABOUT 240 FEET NORTH OF A FENCE LINE AND 5 FEET
 KJ0510'SOUTH OF A USGS WITNESS SIGN ON PASTURE LAND OWNED BY MR. FRANK
 KJ0510'GAEDE, GENOA, COLORADO.
 KJ0510'
 KJ0510'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 40 AND
 KJ0510'STATE HIGHWAY 71 NORTH IN LIMON, COLORADO, PROCEED NORTH ON STATE
 KJ0510'HIGHWAY 71 FOR 7.6 MILES TO A WIRE GATE ON THE LEFT JUST NORTH OF
 KJ0510'A T-FENCE WEST.  TURN LEFT (WEST), THROUGH GATE FOLLOWING FAINT
 KJ0510'TRACK ROAD, ALONG SOUTH EDGE OF CULTIVATION LINE, FOR 0.25 MILE
 KJ0510'TO HIGH POINT AND STATION SITE.
 KJ0510'
 KJ0510'ALL MARKS ARE USGS BRASS TABLETS SOLDERED TO COPPER COATED STEEL
 KJ0510'RODS CENTERED IN TILE 6 INCHES IN DIAMETER AND 12 INCHES LONG FILLED
 KJ0510'WITH GRAVEL AND SET FLUSH WITH GROUND SURFACE.
 KJ0510'
 KJ0510'STATION MARK IS A ROD DRIVEN TO 15 FEET, TABLET IS STAMPED JACK
 KJ0510'ET 1970.
 KJ0510'
 KJ0510'REFERENCE MARK NO. 1 IS A ROD DRIVEN TO 15 FEET, TABLET IS STAMPED
 KJ0510'JACK ET 1 1970.
 KJ0510'
 KJ0510'REFERENCE MARK NO. 2 IS A ROD DRIVEN TO 15 FEET, TABLET IS
 KJ0510'STAMPED JACK ET 2 1970.
 KJ0510'
 KJ0510'STATION SNOW ET 1970 IS VISIBLE FROM THE GROUND AT THIS STATION
 KJ0510'AND WILL SERVE AS THE AZIMUTH MARK.
 KJ0510'
 KJ0510'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD, HOWEVER, A
 KJ0510'LIGHT HEIGHT OF 19.97 FEET WAS REQUIRED AT STATION TOWER ET 1970.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1182 ***********************************************************************
 LL1182  DESIGNATION -  JACK
 LL1182  PID         -  LL1182
 LL1182  STATE/COUNTY-  CO/WELD
 LL1182  USGS QUAD   -  GROVER SOUTH (1972)
 LL1182
 LL1182                         *CURRENT SURVEY CONTROL
 LL1182  ___________________________________________________________________
 LL1182* NAD 83(1992)-  40 48 42.88043(N)    104 10 52.88624(W)     ADJUSTED  
 LL1182* NAVD 88     -      1555.     (meters)    5102.     (feet)  SCALED    
 LL1182  ___________________________________________________________________
 LL1182  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 LL1182  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 LL1182
 LL1182  HORZ ORDER  -  THIRD
 LL1182
 LL1182.The horizontal coordinates were established by classical geodetic methods
 LL1182.and adjusted by the National Geodetic Survey in January 1997..
 LL1182
 LL1182.The orthometric height was scaled from a topographic map.
 LL1182
 LL1182.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1182
 LL1182.The geoid height was determined by GEOID03.
 LL1182
 LL1182;                    North         East     Units Scale Factor Converg.
 LL1182;SPC CO N     -   469,801.503 1,025,657.293   MT  1.00000476   +0 51 07.3
 LL1182;SPC CO N     - 1,541,340.43  3,365,010.64   sFT  1.00000476   +0 51 07.3
 LL1182;UTM  13      - 4,518,200.159   569,044.801   MT  0.99965867   +0 32 06.2
 LL1182
 LL1182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1182!SPC CO N     -   0.99975904  x   1.00000476  =   0.99976379
 LL1182!UTM  13      -   0.99975904  x   0.99965867  =   0.99941779
 LL1182
 LL1182:                Primary Azimuth Mark                     Grid Az
 LL1182:SPC CO N     -  L 209                                    150 22 51.6
 LL1182:UTM  13      -  L 209                                    150 41 52.7
 LL1182
 LL1182|---------------------------------------------------------------------|
 LL1182| PID    Reference Object                     Distance      Geod. Az  |
 LL1182|                                                           dddmmss.s |
 LL1182| LL0011 L 209                                              1511358.9 |
 LL1182| CP8308 JACK RM 1                            10.601 METERS 21309     |
 LL1182| CP8309 JACK RM 2                            12.256 METERS 28206     |
 LL1182|---------------------------------------------------------------------|
 LL1182
 LL1182                          SUPERSEDED SURVEY CONTROL
 LL1182
 LL1182  NAD 83(1992)-  40 48 42.87866(N)    104 10 52.88592(W) AD(       ) 3
 LL1182  NAD 83(1986)-  40 48 42.87617(N)    104 10 52.88611(W) AD(       ) 3
 LL1182  NAD 27      -  40 48 42.91180(N)    104 10 51.07150(W) AD(       ) 3
 LL1182
 LL1182.Superseded values are not recommended for survey control.
 LL1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1182.See file dsdata.txt to determine how the superseded data were derived.
 LL1182
 LL1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF6904518200(NAD 83)
 LL1182_MARKER: DS = TRIANGULATION STATION DISK
 LL1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1182
 LL1182  HISTORY     - Date     Condition        Report By
 LL1182  HISTORY     - 1963     MONUMENTED       CGS
 LL1182
 LL1182                          STATION DESCRIPTION
 LL1182
 LL1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 LL1182'THE STATION IS LOCATED 4.7 MILES SOUTHEAST OF GROVER, IN THE
 LL1182'SOUTHEAST 1/4 SEC. 22, T10N, R61W, ON THE RIGHT-OF-WAY PROPERTY
 LL1182'BETWEEN THE CHICAGO, BURLINGTON AND QUINCY RAILROAD AND THE
 LL1182'NORTHWEST-SOUTHEAST COUNTY ROAD.
 LL1182'
 LL1182'TO REACH THE STATION FROM THE POST OFFICE IN GROVER, GO EAST
 LL1182'ON GRAVELED STREET FOR 0.2 MILE TO A CROSSROAD, TURN RIGHT AND
 LL1182'GO SOUTHEAST FOR 4.7 MILES TO A SIDE ROAD LEFT AND THE STATION
 LL1182'IN THE NORTHEAST ANGLE.
 LL1182'
 LL1182'THE STATION MARK IS A STANDARD DISK STAMPED JACK 1963, SET
 LL1182'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LL1182'4 INCHES.  IT IS 66.7 FEET SOUTHWEST OF THE WEST RAIL OF THE
 LL1182'RAILROAD TRACK, 72 FEET NORTHEAST OF THE CENTER OF A GRAVELED
 LL1182'ROAD, 39 FEET NORTHWEST OF THE CENTER OF A GRAVELED ROAD
 LL1182'AND 4.4 FEET SOUTHEAST OF THE WITNESS POST.
 LL1182'
 LL1182'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED JACK NO 1
 LL1182'1963, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 LL1182'THAT PROJECTS 4 INCHES.  IT IS 41 FEET NORTHEAST OF THE CENTER
 LL1182'OF THE GRAVELED ROAD, 38 FEET SOUTH-SOUTHWEST OF THE WITNESS
 LL1182'POST AND 17 FEET NORTHWEST OF THE CENTER OF THE GRAVELED
 LL1182'ROAD.
 LL1182'
 LL1182'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED JACK NO 2 1963,
 LL1182'SET IS THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 LL1182'PROJECTS 4 INCHES.  IT IS 59 FEET NORTHWEST OF THE CENTER
 LL1182'OF THE GRAVELED ROAD, 41 FEET NORTHEAST OF THE CENTER OF THE
 LL1182'GRAVELED ROAD AND 37.5 FEET WEST OF THE WITNESS POST.
 LL1182'
 LL1182'THE AZIMUTH MARK IS A STANDARD BENCH MARK DISK STAMPED L209
 LL1182'1934, SET IN THE TOP OF A 6-INCH SQUARE MONUMENT THAT PROJECTS
 LL1182'7 INCHES.  IT IS 65 FEET NORTHEAST OF THE CENTER OF A GRAVELED
 LL1182'ROAD, 38 FEET WEST OF A TELEPHONE POLE AND 2.3 FEET SOUTH
 LL1182'OF A WITNESS POST.  TO REACH FROM THE STATION GO SOUTHEAST ON
 LL1182'GRAVELED ROAD FOR 0.15 MILE TO THE AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0697 ***********************************************************************
 LM0697  DESIGNATION -  JACKPOT
 LM0697  PID         -  LM0697
 LM0697  STATE/COUNTY-  CO/MOFFAT
 LM0697  USGS QUAD   -  AXIAL (1966)
 LM0697
 LM0697                         *CURRENT SURVEY CONTROL
 LM0697  ___________________________________________________________________
 LM0697* NAD 83(1992)-  40 20 39.73707(N)    107 49 11.73621(W)     ADJUSTED  
 LM0697* NAVD 88     -      2048.1    (meters)    6719.     (feet)  VERTCON   
 LM0697  ___________________________________________________________________
 LM0697  LAPLACE CORR-           6.17  (seconds)                    DEFLEC99
 LM0697  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 LM0697
 LM0697  HORZ ORDER  -  THIRD
 LM0697
 LM0697.The horizontal coordinates were established by classical geodetic methods
 LM0697.and adjusted by the National Geodetic Survey in January 1993..
 LM0697
 LM0697.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0697
 LM0697.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0697
 LM0697.The geoid height was determined by GEOID03.
 LM0697
 LM0697;                    North         East     Units Scale Factor Converg.
 LM0697;SPC CO N     -   419,635.349   717,323.840   MT  0.99995818   -1 29 56.3
 LM0697;SPC CO N     - 1,376,753.64  2,353,419.97   sFT  0.99995818   -1 29 56.3
 LM0697;UTM  13      - 4,469,797.548   260,489.618   MT  1.00030620   -1 49 35.2
 LM0697
 LM0697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0697!SPC CO N     -   0.99968116  x   0.99995818  =   0.99963936
 LM0697!UTM  13      -   0.99968116  x   1.00030620  =   0.99998727
 LM0697
 LM0697                          SUPERSEDED SURVEY CONTROL
 LM0697
 LM0697  NAD 83(1992)-  40 20 39.73120(N)    107 49 11.73174(W) AD(       ) 3
 LM0697  NGVD 29 (03/25/92) 2046.9    (m)         6716.     (f) VERT ANG       
 LM0697
 LM0697.Superseded values are not recommended for survey control.
 LM0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0697.See file dsdata.txt to determine how the superseded data were derived.
 LM0697
 LM0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE6049069798(NAD 83)
 LM0697_MARKER: DD = SURVEY DISK
 LM0697_SETTING: 80 = SET IN A BOULDER
 LM0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0697+STABILITY: SURFACE MOTION
 LM0697
 LM0697  HISTORY     - Date     Condition        Report By
 LM0697  HISTORY     - 1962     MONUMENTED       USGS
 LM0697  HISTORY     - 1966     GOOD             USGS
 LM0697
 LM0697                          STATION DESCRIPTION
 LM0697
 LM0697'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LM0697'STATION LOCATED APPROXIMATELY 4.0 MI. NW. OF AXIAL (AIRLINE) AND 19.0
 LM0697'MI. (AIRLINE) SW. OF CRAIG ON PROMINENT HILL BETWEEN JUBB CREEK AND
 LM0697'COLLUM GULCH.
 LM0697'
 LM0697'TO REACH STATION FROM CRAIG, FOLLOW STATE HIGHWAY 13 S. 26.4 MI. TO
 LM0697'T-RD. W.  TURN W. AND FOLLOW (NO. 5) RD. 4.2 MI. TO TOP OF A RIDGE AND
 LM0697'TRACK RD. S.  TURN LEFT AND FOLLOW TRACK RD. 1.5 MI. TO TOP OF
 LM0697'PROMINENT HILL AND STATION MARK.
 LM0697'
 LM0697'STATION MARK--STANDARD ALUMINUM TABLET SET IN A BOULDER FLUSH WITH
 LM0697'GROUND, STAMPED ---JACKPOT 1962---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0534 ***********************************************************************
 HL0534  DESIGNATION -  JACKSON
 HL0534  PID         -  HL0534
 HL0534  STATE/COUNTY-  CO/ARCHULETA
 HL0534  USGS QUAD   -  JACKSON MOUNTAIN (1984)
 HL0534
 HL0534                         *CURRENT SURVEY CONTROL
 HL0534  ___________________________________________________________________
 HL0534* NAD 83(1992)-  37 20 38.40741(N)    106 58 51.09607(W)     ADJUSTED  
 HL0534* NAVD 88     -      2699.6    (meters)    8857.     (feet)  VERTCON   
 HL0534  ___________________________________________________________________
 HL0534  LAPLACE CORR-           4.75  (seconds)                    DEFLEC99
 HL0534  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 HL0534
 HL0534  HORZ ORDER  -  THIRD
 HL0534
 HL0534.The horizontal coordinates were established by classical geodetic methods
 HL0534.and adjusted by the National Geodetic Survey in January 1993..
 HL0534
 HL0534.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0534
 HL0534.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0534
 HL0534.The geoid height was determined by GEOID03.
 HL0534
 HL0534;                    North         East     Units Scale Factor Converg.
 HL0534;SPC CO S     -   381,013.969   783,192.087   MT  0.99998176   -0 54 30.0
 HL0534;SPC CO S     - 1,250,043.33  2,569,522.71   sFT  0.99998176   -0 54 30.0
 HL0534;UTM  13      - 4,134,875.023   324,538.721   MT  0.99997924   -1 12 06.8
 HL0534
 HL0534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0534!SPC CO S     -   0.99957917  x   0.99998176  =   0.99956094
 HL0534!UTM  13      -   0.99957917  x   0.99997924  =   0.99955842
 HL0534
 HL0534:                Primary Azimuth Mark                     Grid Az
 HL0534:SPC CO S     -  OBANNON                                  100 26 35.8
 HL0534:UTM  13      -  OBANNON                                  100 44 12.6
 HL0534
 HL0534|---------------------------------------------------------------------|
 HL0534| PID    Reference Object                     Distance      Geod. Az  |
 HL0534|                                                           dddmmss.s |
 HL0534| HL0533 OBANNON                             APPROX. 5.8 KM 0993205.8 |
 HL0534|---------------------------------------------------------------------|
 HL0534
 HL0534                          SUPERSEDED SURVEY CONTROL
 HL0534
 HL0534  NAD 83(1986)-  37 20 38.40606(N)    106 58 51.09975(W) AD(       ) 3
 HL0534  NAD 27      -  37 20 38.39277(N)    106 58 48.96257(W) AD(       ) 3
 HL0534  NGVD 29 (07/19/86) 2698.2    (m)         8852.     (f) VERT ANG       
 HL0534
 HL0534.Superseded values are not recommended for survey control.
 HL0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0534.See file dsdata.txt to determine how the superseded data were derived.
 HL0534
 HL0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB2453934875(NAD 83)
 HL0534_MARKER: DD = SURVEY DISK
 HL0534_SETTING: 80 = SET IN A BOULDER
 HL0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0534+STABILITY: SURFACE MOTION
 HL0534
 HL0534  HISTORY     - Date     Condition        Report By
 HL0534  HISTORY     - 1946     MONUMENTED       USGS
 HL0534  HISTORY     - 1954     GOOD             USGS
 HL0534
 HL0534                          STATION DESCRIPTION
 HL0534
 HL0534'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 HL0534'STATION LOCATED 2 MI. E. AND 5.5 MI. N. OF PAGOSA SPRINGS, 3 MI.
 HL0534'DUE W. OF JUNCTION OF TURKEY CREEK AND SAN JUAN RIVER, ON HIGHEST
 HL0534'POINT OF JACKSON MOUNTAIN, NEAR SEC. COR. 17, 18, 19, AND 20,
 HL0534'T 36 N, R 1 W.
 HL0534'
 HL0534'TO REACH FROM PAGOSA SPRINGS, TAKE U.S. HIGHWAY 160 E. 5 MI. TO
 HL0534'---LAZY ACRES CAMP---, FROM HERE FOLLOW OLD LUMBER RD. TO RIDGE
 HL0534'AND THEN ALONG RIDGE TO STATION ON TOP OF MOUNTAIN.
 HL0534
 HL0534                          STATION RECOVERY (1954)
 HL0534
 HL0534'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (AT)
 HL0534'STATION MARK--STANDARD TABLET, SET IN BOULDER IN PLACE 6 IN. ABOVE
 HL0534'GROUND, NEAR AN 18 IN. LEANING FIR TREE, STAMPED ---JACKSON 1946---.
 HL0534'
 HL0534'REFERENCE MARK--USGS STANDARD REFERENCE TABLET, SET IN LARGE SOLID
 HL0534'ROCK 1 FT. ABOVE GROUND, STAMPED ---JACKSON 1946---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0799 ***********************************************************************
 JL0799  DESIGNATION -  JACKSON
 JL0799  PID         -  JL0799
 JL0799  STATE/COUNTY-  CO/GUNNISON
 JL0799  USGS QUAD   -  SHEEP MOUNTAIN (1983)
 JL0799
 JL0799                         *CURRENT SURVEY CONTROL
 JL0799  ___________________________________________________________________
 JL0799* NAD 83(1992)-  38 12 49.13497(N)    107 29 55.08138(W)     ADJUSTED  
 JL0799* NAVD 88     -      3500.4    (meters)   11484.     (feet)  VERTCON   
 JL0799  ___________________________________________________________________
 JL0799  LAPLACE CORR-           6.77  (seconds)                    DEFLEC99
 JL0799  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 JL0799
 JL0799  HORZ ORDER  -  SECOND
 JL0799
 JL0799.The horizontal coordinates were established by classical geodetic methods
 JL0799.and adjusted by the National Geodetic Survey in January 1993..
 JL0799
 JL0799.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0799
 JL0799.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0799
 JL0799.The geoid height was determined by GEOID03.
 JL0799
 JL0799;                    North         East     Units Scale Factor Converg.
 JL0799;SPC CO C     -   348,944.624   739,371.939   MT  1.00005486   -1 15 37.9
 JL0799;SPC CO C     - 1,144,829.15  2,425,756.10   sFT  1.00005486   -1 15 37.9
 JL0799;SPC CO S     -   478,366.073   739,386.502   MT  0.99996728   -1 13 33.3
 JL0799;SPC CO S     - 1,569,439.36  2,425,803.88   sFT  0.99996728   -1 13 33.3
 JL0799;UTM  13      - 4,232,471.849   281,248.171   MT  1.00018937   -1 32 46.5
 JL0799
 JL0799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0799!SPC CO C     -   0.99945339  x   1.00005486  =   0.99950822
 JL0799!SPC CO S     -   0.99945339  x   0.99996728  =   0.99942069
 JL0799!UTM  13      -   0.99945339  x   1.00018937  =   0.99964266
 JL0799
 JL0799|---------------------------------------------------------------------|
 JL0799| PID    Reference Object                     Distance      Geod. Az  |
 JL0799|                                                           dddmmss.s |
 JL0799| CM7506 JACKSON RM 2                          8.633 METERS 00245     |
 JL0799| CM7504 JACKSON AZ MK                                      1253949.4 |
 JL0799| CM7505 JACKSON RM 1                          7.970 METERS 22343     |
 JL0799|---------------------------------------------------------------------|
 JL0799
 JL0799                          SUPERSEDED SURVEY CONTROL
 JL0799
 JL0799  NAD 83(1986)-  38 12 49.12593(N)    107 29 55.07946(W) AD(       ) 2
 JL0799  NAD 27      -  38 12 49.15440(N)    107 29 52.86230(W) AD(       ) 2
 JL0799  NGVD 29 (07/19/86) 3498.7    (m)        11479.     (f) VERT ANG       
 JL0799
 JL0799.Superseded values are not recommended for survey control.
 JL0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0799.See file dsdata.txt to determine how the superseded data were derived.
 JL0799
 JL0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC8124832472(NAD 83)
 JL0799_MARKER: DS = TRIANGULATION STATION DISK
 JL0799_SETTING: 66 = SET IN ROCK OUTCROP
 JL0799
 JL0799  HISTORY     - Date     Condition        Report By
 JL0799  HISTORY     - 1958     MONUMENTED       CGS
 JL0799
 JL0799                          STATION DESCRIPTION
 JL0799
 JL0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 JL0799'STATION IS ABOUT 1-1/2 MILES SOUTHEAST OF THE JACKSON RANGER
 JL0799'STATION, 17 MILES SOUTHEAST OF A POINT WHERE U.S. HIGHWAY 50
 JL0799'CROSSES CERRO SUMMIT, 0.35 MILE WEST OF A POINT WHERE THE ALPINE
 JL0799'TRAIL RUNS SOUTHEAST ALONG THE TOP OF A HIGH MESA, ON THE MOST
 JL0799'SOUTHERLY POINT WHICH BREAKS OFF TO THE WEST, ALMOST STRAIGHT
 JL0799'DOWN INTO THE FORKS OF THE MIDDLE FORK AND THE EAST FORK OF THE
 JL0799'CIMARRON RIVER.
 JL0799'
 JL0799'REACHED FROM THE TRAFFIC LIGHT IN GUNNISON BY GOING WEST ON
 JL0799'U.S. HIGHWAY 50 FOR 41.9 MILES TO THE MODENE RANCH AND RESORT
 JL0799'ON THE LEFT, CONTINUE WEST ON THE HIGHWAY FOR 0.3 MILE TO A SIDE
 JL0799'ROAD ON THE LEFT AT A SIGN EL RANCHO CIMARRON, TURN LEFT AND FOLLOW
 JL0799'A GRADED ROAD SOUTHERLY FOR 7.0 MILES TO A SIDE ROAD ON THE
 JL0799'RIGHT, AT A SIGN EL RANCHO CIMARRON 7 MILES CONTINUE STRAIGHT
 JL0799'AHEAD FOR 7.0 MILES TO THE RANCH HOUSE ON THE LEFT, CONTINUE
 JL0799'STRAIGHT AHEAD ON A GRADED ROAD FOR 5.0 MILES TO THE RANGER
 JL0799'STATION ON THE LEFT AND THE END OF TRUCK TRAVEL.  FROM
 JL0799'THIS POINT PACK EASTERLY UP THE ALPINE TRAIL FOR ABOUT 3 HOURS
 JL0799'TO THE WEST EDGE OF A LARGE CLEARING, BEAR RIGHT AND PACK
 JL0799'SOUTHEASTERLY FOR ABOUT 20 MINUTES TO THE HIGHEST POINT AND THE
 JL0799'STATION.  HORSES CAN BE OBTAINED AT THE EL RANCHO CIMARRON.
 JL0799'
 JL0799'STATION MARK IS A STANDARD DISK, STAMPED JACKSON 1958, CEMENTED
 JL0799'IN A DRILL HOLE IN OUTCROPPING BEDROCK, 2 FEET LONG, 2 FEET
 JL0799'WIDE AND FLUSH WITH THE GROUND.  IT IS 19 FEET NORTH OF THE SOUTH
 JL0799'EDGE OF THE HILL AND 30 FEET NORTHEAST OF A CAIRN.  NO WITNESS
 JL0799'POST WAS SET.
 JL0799'
 JL0799'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JACKSON NO 1 1958,
 JL0799'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK 2 FEET LONG,
 JL0799'3 FEET WIDE AND FLUSH WITH THE GROUND.  IT IS 20 FEET NORTH
 JL0799'OF THE SOUTH EDGE OF THE HILL AND 8 FEET EAST OF THE CAIRN.
 JL0799'
 JL0799'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JACKSON NO 2 1958,
 JL0799'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK 6 FEET LONG,
 JL0799'6 FEET WIDE AND PROJECTING 2 FEET.  IT IS 50 FEET NORTH OF THE
 JL0799'SOUTH EDGE OF THE HILL AND 54 FEET NORTH OF THE CAIRN.
 JL0799'
 JL0799'AZIMUTH MARK IS A STANDARD DISK, STAMPED JACKSON 1958, CEMENTED
 JL0799'IN A DRILL HOLE IN IN OUTCROPPING BEDROCK, 1 FOOT LONG, 2 FEET WIDE
 JL0799'AND PROJECTING 3 INCHES.  IT IS 45 FEET EAST OF THE WEST EDGE
 JL0799'OF THE HILL.  NO WITNESS POST WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1198 ***********************************************************************
 LL1198  DESIGNATION -  JACKSON
 LL1198  PID         -  LL1198
 LL1198  STATE/COUNTY-  CO/MORGAN
 LL1198  USGS QUAD   -  SUNKEN LAKE (1978)
 LL1198
 LL1198                         *CURRENT SURVEY CONTROL
 LL1198  ___________________________________________________________________
 LL1198* NAD 83(1992)-  40 25 17.43144(N)    104 03 34.65069(W)     ADJUSTED  
 LL1198* NAVD 88     -      1418.     (meters)    4652.     (feet)  SCALED    
 LL1198  ___________________________________________________________________
 LL1198  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 LL1198  GEOID HEIGHT-         -19.07  (meters)                     GEOID03
 LL1198
 LL1198  HORZ ORDER  -  THIRD
 LL1198
 LL1198.The horizontal coordinates were established by classical geodetic methods
 LL1198.and adjusted by the National Geodetic Survey in January 1993..
 LL1198
 LL1198.The orthometric height was scaled from a topographic map.
 LL1198
 LL1198.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1198
 LL1198.The geoid height was determined by GEOID03.
 LL1198
 LL1198;                    North         East     Units Scale Factor Converg.
 LL1198;SPC CO N     -   426,615.072 1,036,631.259   MT  0.99996128   +0 55 50.4
 LL1198;SPC CO N     - 1,399,652.95  3,401,014.39   sFT  0.99996128   +0 55 50.4
 LL1198;UTM  13      - 4,474,966.778   579,774.955   MT  0.99967834   +0 36 35.2
 LL1198
 LL1198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1198!SPC CO N     -   0.99978064  x   0.99996128  =   0.99974192
 LL1198!UTM  13      -   0.99978064  x   0.99967834  =   0.99945905
 LL1198
 LL1198:                Primary Azimuth Mark                     Grid Az
 LL1198:SPC CO N     -  SHANNON                                  003 49 07.4
 LL1198:UTM  13      -  SHANNON                                  004 08 22.6
 LL1198
 LL1198|---------------------------------------------------------------------|
 LL1198| PID    Reference Object                     Distance      Geod. Az  |
 LL1198|                                                           dddmmss.s |
 LL1198| LL1197 SHANNON                             APPROX. 8.5 KM 0044457.8 |
 LL1198|---------------------------------------------------------------------|
 LL1198
 LL1198                          SUPERSEDED SURVEY CONTROL
 LL1198
 LL1198  NAD 83(1986)-  40 25 17.42112(N)    104 03 34.65091(W) AD(       ) 3
 LL1198
 LL1198.Superseded values are not recommended for survey control.
 LL1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1198.See file dsdata.txt to determine how the superseded data were derived.
 LL1198
 LL1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE7977574967(NAD 83)
 LL1198_MARKER: DD = SURVEY DISK
 LL1198_SETTING: 0 = UNSPECIFIED SETTING
 LL1198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1198
 LL1198  HISTORY     - Date     Condition        Report By
 LL1198  HISTORY     - 1948     MONUMENTED       USGS
 LL1198
 LL1198                          STATION DESCRIPTION
 LL1198
 LL1198'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 LL1198'STATION IS LOCATED NEAR NW. COR. SEC. 11, T 5 N, R 60 W.
 LL1198'
 LL1198'TO REACH FROM GOODRICH, COLORADO, GO N. 0.4 MI. ON COLORADO HIGHWAY
 LL1198'144, THENCE RIGHT (E.) 0.5 MI. ON STATE HIGHWAY 144 TO T-RD. N.,
 LL1198'THENCE LEFT (N.) JOGGING N. 3.5 MI. TO GATE IN E-W. FENCE LINE,
 LL1198'THENCE N. 0.5 MI. ON TRAIL N. ALONG FENCE TO GATE, THENCE LEFT (NW.)
 LL1198'ACROSS COUNTRY 0.7 MI. TO GENTLE SLOPED HILL OVERLOOKING LAKE,
 LL1198'STATION IS LOCATED IN APPROXIMATE CENTER OF HILL ON NW. FRINGE OF
 LL1198'PATCH OF BLACK GRASS GROWING ON HILL.
 LL1198'
 LL1198'STATION MARK--STANDARD TABLET, STAMPED ---JACKSON 1948---, SET IN
 LL1198'CONCRETE POST, EXTENDING ABOUT 6 IN. ABOVE GROUND. (---4649
 LL1198'VABM--- ALSO ON TABLET)
 LL1198'
 LL1198'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, SET IN CONCRETE POST,
 LL1198'STAMPED ---JACKSON 1948 NO. 1---, 116.83 FT. S. OF STATION,
 LL1198'N 05 DEG 40 MIN W.
 LL1198'
 LL1198'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, SET IN CONCRETE POST,
 LL1198'STAMPED ---JACKSON 1948 NO. 2---, 82.14 FT. W. OF STATION,
 LL1198'N 83 DEG 33 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0908 ***********************************************************************
 JJ0908  DESIGNATION -  JACOBS
 JJ0908  PID         -  JJ0908
 JJ0908  STATE/COUNTY-  CO/CHEYENNE
 JJ0908  USGS QUAD   -  GALATEA NE (1978)
 JJ0908
 JJ0908                         *CURRENT SURVEY CONTROL
 JJ0908  ___________________________________________________________________
 JJ0908* NAD 83(1992)-  38 38 11.54351(N)    103 00 47.05338(W)     ADJUSTED  
 JJ0908* NAVD 88     -      1360.     (meters)    4462.     (feet)  SCALED    
 JJ0908  ___________________________________________________________________
 JJ0908  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 JJ0908  GEOID HEIGHT-         -22.32  (meters)                     GEOID03
 JJ0908
 JJ0908  HORZ ORDER  -  SECOND
 JJ0908
 JJ0908.The horizontal coordinates were established by classical geodetic methods
 JJ0908.and adjusted by the National Geodetic Survey in January 1993..
 JJ0908
 JJ0908.The orthometric height was scaled from a topographic map.
 JJ0908
 JJ0908.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0908
 JJ0908.The geoid height was determined by GEOID03.
 JJ0908
 JJ0908;                    North         East     Units Scale Factor Converg.
 JJ0908;SPC CO C     -   396,925.904 1,130,899.571   MT  0.99996856   +1 34 06.5
 JJ0908;SPC CO C     - 1,302,247.74  3,710,293.01   sFT  0.99996856   +1 34 06.5
 JJ0908;SPC CO S     -   526,318.942 1,130,917.240   MT  1.00004341   +1 31 31.5
 JJ0908;SPC CO S     - 1,726,764.73  3,710,350.98   sFT  1.00004341   +1 31 31.5
 JJ0908;UTM  13      - 4,278,316.947   672,936.191   MT  0.99996830   +1 14 27.2
 JJ0908
 JJ0908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0908!SPC CO C     -   0.99979022  x   0.99996856  =   0.99975879
 JJ0908!SPC CO S     -   0.99979022  x   1.00004341  =   0.99983362
 JJ0908!UTM  13      -   0.99979022  x   0.99996830  =   0.99975853
 JJ0908
 JJ0908|---------------------------------------------------------------------|
 JJ0908| PID    Reference Object                     Distance      Geod. Az  |
 JJ0908|                                                           dddmmss.s |
 JJ0908| CM8842 JACOBS RM 1                          24.320 METERS 02255     |
 JJ0908| JJ0888 COLORADO INTST GAS KIT CAR MST      APPROX.19.6 KM 0822153.5 |
 JJ0908| JJ0887 COLORADO INTST GAS KIT CAR TK       APPROX.19.6 KM 0823313.4 |
 JJ0908| CM8843 JACOBS RM 2                          26.370 METERS 11301     |
 JJ0908| CM8841 JACOBS AZ MK                                       1583034.6 |
 JJ0908|---------------------------------------------------------------------|
 JJ0908
 JJ0908                          SUPERSEDED SURVEY CONTROL
 JJ0908
 JJ0908  NAD 83(1986)-  38 38 11.53970(N)    103 00 47.04957(W) AD(       ) 2
 JJ0908  NAD 27      -  38 38 11.53326(N)    103 00 45.30962(W) AD(       ) 2
 JJ0908
 JJ0908.Superseded values are not recommended for survey control.
 JJ0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0908.See file dsdata.txt to determine how the superseded data were derived.
 JJ0908
 JJ0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC7293678317(NAD 83)
 JJ0908_MARKER: DS = TRIANGULATION STATION DISK
 JJ0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0908
 JJ0908  HISTORY     - Date     Condition        Report By
 JJ0908  HISTORY     - 1954     MONUMENTED       CGS
 JJ0908  HISTORY     - 1971     GOOD             LOCENG
 JJ0908
 JJ0908                          STATION DESCRIPTION
 JJ0908
 JJ0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0908'THE STATION IS LOCATED AIRLINE, ABOUT 17 MILES NORTHWEST OF
 JJ0908'EADS, ABOUT 16 MILES NORTHEAST OF HASWELL AND ABOUT 1 MILE
 JJ0908'SOUTH-SOUTHEAST OF RUSH CREEK ON THE HIGHEST POINT OF A SMALL
 JJ0908'BRUSH COVERED KNOLL.
 JJ0908'
 JJ0908'THE STATION IS A STANDARD DISK STAMPED JACOBS 1954 SET IN TOP OF
 JJ0908'A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4 INCHES
 JJ0908'ABOVE THE GROUND.  IT IS 4 FEET EAST OF A WHITE WITNESS POST.
 JJ0908'
 JJ0908'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED JACOBS NO 1
 JJ0908'1954 SET IN TOP OF A ROUND CONCRETE CYLINDER WHICH IS ABOUT
 JJ0908'10-INCHES IN DIAMETER, PROJECTS ABOUT 2 INCHES ABOVE THE GROUND
 JJ0908'AND IS ABOUT 6 FEET LOWER THAN THE STATION.
 JJ0908'
 JJ0908'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED JACOBS NO 2
 JJ0908'1954 SET IN TOP OF A ROUND CONCRETE CYLINDER WHICH IS ABOUT
 JJ0908'10-INCHES IN DIAMETER, PROJECTS ABOUT 3 INCHES ABOVE THE GROUND
 JJ0908'AND IS ABOUT 3 FEET LOWER THAN THE STATION.
 JJ0908'
 JJ0908'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JACOBS 1954 SET
 JJ0908'IN TOP OF A ROUND CONCRETE CYLINDER WHICH IS ABOUT 10-INCHES
 JJ0908'IN DIAMETER AND PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.  IT
 JJ0908'IS 18 INCHES NORTHEAST OF A FENCE CORNER AND 25 FEET NORTH OF
 JJ0908'THE CENTER LINE OF A DIRT ROAD.
 JJ0908'
 JJ0908'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287
 JJ0908'AND STATE HIGHWAY 96 IN THE SOUTHWEST PART OF EADS, GO WEST ON STATE
 JJ0908'HIGHWAY 96 FOR 8.9 MILES TO A SIDE ROAD, RIGHT.  TURN RIGHT,
 JJ0908'NORTH, AS PER SIGN PRAIRIE QUEEN SCHOOL AND FOLLOW THE DIRT
 JJ0908'ROAD FOR 7.0 MILES.  TURN LEFT AND GO WEST FOR 1.9 MILES.
 JJ0908'TURN RIGHT AND GO NORTH FOR 1.9 MILES TO A CROSS ROAD.  TURN
 JJ0908'LEFT AND GO WEST FOR 1.1 MILES TO A FENCE CORNER ON THE RIGHT,
 JJ0908'NORTH, AND THE AZIMUTH MARK.  CONTINUE WEST FOR 0.4 MILE TO
 JJ0908'THE ENTRANCE ROAD OF MR. LEROY JACOBS RANCH HOUSE.  TURN
 JJ0908'RIGHT, NORTH, AND FOLLOW THE ENTRANCE ROAD FOR 0.5 MILE TO A
 JJ0908'STEEL GATE WHICH IS IN THE SOUTHWEST CORNER OF A CORRAL.
 JJ0908'PASS THROUGH THE GATE TO A SECOND STEEL GATE WHICH IS IN THE
 JJ0908'NORTHEAST CORNER OF A CORRAL.  PASS THROUGH THE GATE AND
 JJ0908'GO EAST FOR ABOUT 125 FEET TO A WIRE GATE.  PASS THROUGH
 JJ0908'THE GATE AND GO 0.2 MILE SOUTHEASTERLY ACROSS COUNTRY TO
 JJ0908'THE HIGHEST POINT OF A SMALL KNOLL, A WHITE WITNESS POST
 JJ0908'AND THE STATION.
 JJ0908
 JJ0908                          STATION RECOVERY (1971)
 JJ0908
 JJ0908'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (JC)
 JJ0908'RECOVERED BY M.J. HARDEN AND ASSOC.
 JJ0908'
 JJ0908'JACOBS 1954-EXCELLENT
 JJ0908'
 JJ0908'JACOBS NO. 1 1954-EXCELLENT
 JJ0908'
 JJ0908'JACOBS NO. 2 1954-EXCELLENT
 JJ0908'
 JJ0908'FOUND AS DESCRIBED AND IN GOOD CONDITION
 JJ0908'
 JJ0908'DID NOT TRY AND LOCATE AZ. MK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH4395 ***********************************************************************
 DH4395  DESIGNATION -  JAEGER
 DH4395  PID         -  DH4395
 DH4395  STATE/COUNTY-  CO/DOUGLAS
 DH4395  USGS QUAD   -  CASTLE ROCK NORTH (1994)
 DH4395
 DH4395                         *CURRENT SURVEY CONTROL
 DH4395  ___________________________________________________________________
 DH4395* NAD 83(1992)-  39 28 59.21623(N)    104 48 58.18120(W)     ADJUSTED  
 DH4395* NAVD 88     -      1902.4    (meters)    6241.     (feet)  GPS OBS   
 DH4395  ___________________________________________________________________
 DH4395  X           -  -1,260,910.163 (meters)                     COMP
 DH4395  Y           -  -4,766,908.633 (meters)                     COMP
 DH4395  Z           -   4,035,055.592 (meters)                     COMP
 DH4395  LAPLACE CORR-          -6.16  (seconds)                    DEFLEC99
 DH4395  ELLIP HEIGHT-        1885.23  (meters)          (06/08/05) GPS OBS
 DH4395  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 DH4395
 DH4395  HORZ ORDER  -  B
 DH4395  ELLP ORDER  -  SECOND    CLASS II
 DH4395
 DH4395.The horizontal coordinates were established by GPS observations
 DH4395.and adjusted by the WESTERN STATES SURV INC in June 2005..
 DH4395
 DH4395.The orthometric height was determined by GPS observations and a
 DH4395.high-resolution geoid model.
 DH4395
 DH4395.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH4395
 DH4395.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH4395
 DH4395.The ellipsoidal height was determined by GPS observations
 DH4395.and is referenced to NAD 83.
 DH4395
 DH4395.The geoid height was determined by GEOID03.
 DH4395
 DH4395;                    North         East     Units Scale Factor Converg.
 DH4395;SPC CO C     -   488,162.649   973,232.329   MT  0.99995810   +0 25 52.6
 DH4395;SPC CO C     - 1,601,580.29  3,193,013.07   sFT  0.99995810   +0 25 52.6
 DH4395;UTM  13      - 4,370,406.799   515,810.087   MT  0.99960308   +0 07 00.8
 DH4395
 DH4395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH4395!SPC CO C     -   0.99970432  x   0.99995810  =   0.99966243
 DH4395!UTM  13      -   0.99970432  x   0.99960308  =   0.99930752
 DH4395
 DH4395                          SUPERSEDED SURVEY CONTROL
 DH4395
 DH4395.No superseded survey control is available for this station.
 DH4395
 DH4395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED1581070407(NAD 83)
 DH4395_MARKER: I = METAL ROD
 DH4395_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH4395_STAMPING: JAEGER 2005
 DH4395_MARK LOGO: WSSUR 
 DH4395_PROJECTION: FLUSH
 DH4395_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH4395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH4395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH4395+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH4395_ROD/PIPE-DEPTH: 3.9  meters
 DH4395_SLEEVE-DEPTH  : 1.0 meters
 DH4395
 DH4395  HISTORY     - Date     Condition        Report By
 DH4395  HISTORY     - 2005     MONUMENTED       WSSUR
 DH4395
 DH4395                          STATION DESCRIPTION
 DH4395
 DH4395'DESCRIBED BY WESTERN STATES SURVEYING INCORPORATED 2005 (RJD)
 DH4395'THE STATION IS LOCATED ABOUT 3.7 MILES SOUTHWEST OF THE TOWN OF
 DH4395'PARKER, IN THE  SOUTHEAST 1/4 OF SECTION 31, T 6 N, R 66 W, 6TH P.M.
 DH4395'OWNERSHIP---PARKER WATER AND  SANITATION DISTRICT.
 DH4395' 
 DH4395'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 86 (PARKER
 DH4395'ROAD) AND  MAINSTREET, TRAVEL WEST ON MAINSTREET FOR 1.4 MILES TO
 DH4395'NEWLIN GULCH ROAD ON THE LEFT.  TURN LEFT ON NEWLIN CULCHROAD AND
 DH4395'TRAVEL SOUTHERLY FOR O.5 MILES TO OLD NEWLIN GULCH  ROAD ON THE RIGHT.
 DH4395'TURN RIGHT AND TRAVEL WEST ON OLD NEWLIN GULCH ROAD FOR 0.2 MILES  AND
 DH4395'THE ROAD WILL TURN SOUTH. CONTINUE FOR 0.8 MILES TO THE ENTRANCE TO
 DH4395'THE  RUETER-HESS RESERVOIR. CONTINUE SOUTHERLY ON OLD NEWLIN GULCH
 DH4395'ROAD FOR 1.0 MILEA AND  THE STATION ON THE RIGHT.
 DH4395' 
 DH4395'THE MARK IS A PUNCH HOLE IN THE TOP CENTER OF A STAINLESS STEEL ROD
 DH4395'ENCASED IN A PVC PIPE  WITH AN ALUMINUM ACCESS COVER SET IN A 1.5 FT
 DH4395'DIAMETER CONCRETE POST, FLUSH WITH THE  GROUND. IT IS 35 FT WEST OF
 DH4395'THE CENTER OF THE GRAVEL ACCESS ROAD, 510 FT NORTHWESTERLY  OF THE
 DH4395'SOUTHWEST CHAINLINK FENCE CORNER FOR THE LEMON GULCH SUBSTATION, AND 3
 DH4395'FT EAST  OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0855 ***********************************************************************
 JL0855  DESIGNATION -  JANE
 JL0855  PID         -  JL0855
 JL0855  STATE/COUNTY-  CO/DELTA
 JL0855  USGS QUAD   -  GRAND VIEW MESA (1979)
 JL0855
 JL0855                         *CURRENT SURVEY CONTROL
 JL0855  ___________________________________________________________________
 JL0855* NAD 83(1992)-  38 40 58.82270(N)    107 44 01.34970(W)     ADJUSTED  
 JL0855* NAVD 88     -      2086.4    (meters)    6845.     (feet)  VERTCON   
 JL0855  ___________________________________________________________________
 JL0855  LAPLACE CORR-           6.28  (seconds)                    DEFLEC99
 JL0855  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 JL0855
 JL0855  HORZ ORDER  -  THIRD
 JL0855
 JL0855.The horizontal coordinates were established by classical geodetic methods
 JL0855.and adjusted by the National Geodetic Survey in January 1993..
 JL0855
 JL0855.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0855
 JL0855.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0855
 JL0855.The geoid height was determined by GEOID03.
 JL0855
 JL0855;                    North         East     Units Scale Factor Converg.
 JL0855;SPC CO C     -   401,509.618   720,070.195   MT  0.99996236   -1 24 31.6
 JL0855;SPC CO C     - 1,317,286.14  2,362,430.30   sFT  0.99996236   -1 24 31.6
 JL0855;SPC CO S     -   530,918.848   720,051.109   MT  1.00005512   -1 22 12.4
 JL0855;SPC CO S     - 1,741,856.25  2,362,367.68   sFT  1.00005512   -1 22 12.4
 JL0855;UTM  13      - 4,285,147.429   262,210.880   MT  1.00029636   -1 42 33.8
 JL0855
 JL0855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0855!SPC CO C     -   0.99967527  x   0.99996236  =   0.99963765
 JL0855!SPC CO S     -   0.99967527  x   1.00005512  =   0.99973038
 JL0855!UTM  13      -   0.99967527  x   1.00029636  =   0.99997154
 JL0855
 JL0855:                Primary Azimuth Mark                     Grid Az
 JL0855:SPC CO C     -  SMITH                                    337 19 24.2
 JL0855:SPC CO S     -  SMITH                                    337 17 05.0
 JL0855:UTM  13      -  SMITH                                    337 37 26.4
 JL0855
 JL0855|---------------------------------------------------------------------|
 JL0855| PID    Reference Object                     Distance      Geod. Az  |
 JL0855|                                                           dddmmss.s |
 JL0855| JL0856 SMITH                               APPROX. 6.3 KM 3355452.6 |
 JL0855|---------------------------------------------------------------------|
 JL0855
 JL0855                          SUPERSEDED SURVEY CONTROL
 JL0855
 JL0855  NAD 83(1986)-  38 40 58.81680(N)    107 44 01.32913(W) AD(       ) 3
 JL0855  NAD 27      -  38 40 58.86839(N)    107 43 59.11897(W) AD(       ) 3
 JL0855  NGVD 29 (07/19/86) 2085.0    (m)         6841.     (f) VERT ANG       
 JL0855
 JL0855.Superseded values are not recommended for survey control.
 JL0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0855.See file dsdata.txt to determine how the superseded data were derived.
 JL0855
 JL0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC6221185147(NAD 83)
 JL0855_MARKER: DD = SURVEY DISK
 JL0855_SETTING: 66 = SET IN ROCK OUTCROP
 JL0855_SP_SET: SET IN ROCK OUTCROP
 JL0855_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0855+STABILITY: POSITION/ELEVATION WELL
 JL0855
 JL0855  HISTORY     - Date     Condition        Report By
 JL0855  HISTORY     - 1951     MONUMENTED       USGS
 JL0855
 JL0855                          STATION DESCRIPTION
 JL0855
 JL0855'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JL0855'STATION LOCATED IN SEC. 14, T 51 N, R 93 W, ABOUT 8 MI. S. AND 0.5
 JL0855'MI. W. OF HOTCHKISS, COLORADO.
 JL0855'
 JL0855'TO REACH FROM HOTCHKISS POST OFFICE, DRIVE W. ON STATE HIGHWAY 92 2
 JL0855'BLOCKS.  TURN LEFT (S.) CROSSING GUNNISON RIVER BRIDGE 1.0 MI. TO
 JL0855'T-RD., THENCE STRAIGHT AHEAD (S.) 0.5 MI. TO Y-RD.  TURN LEFT ON
 JL0855'MAIN TRAVELED RD. 2.6 MI. TO Y-RD., THENCE RIGHT (S.) 1.7 MI. TO
 JL0855'T-RD. ON SMITH FORK CANYON RIM.  TURN LEFT (E.) 0.5 MI. TO Y-RD. S.,
 JL0855'CONTINUE S. CROSSING SMITH FORK CANYON 3.5 MI. TO T-RD. S.  TURN RIGHT
 JL0855'(W.) 0.9 MI. TO T-RD. S., THENCE S. 0.9 MI. TO T-RD. W. AND STATION
 JL0855'SITE.  STATION LIES 1000 FT. SW. OF T-RD. AND 17 FT. N. OF DIRT RD. IN
 JL0855'LARGE CLEARING.
 JL0855'
 JL0855'STATION MARK--STANDARD TABLET, STAMPED ---JANE 1951---, CEMENTED IN
 JL0855'SOLID ROCK.
 JL0855'
 JL0855'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO.
 JL0855'1---, CEMENTED IN SOLID ROCK, 52.40 FT. FROM STATION MARK,
 JL0855'S 82 DEG 11 MIN E.
 JL0855'
 JL0855'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER, STAMPED ---NO. 2---,
 JL0855'CEMENTED IN SOLID ROCK, 68.90 FT. FROM STATION MARK,
 JL0855'S 10 DEG 44 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3417 ***********************************************************************
 AA3417  DESIGNATION -  JANISH
 AA3417  PID         -  AA3417
 AA3417  STATE/COUNTY-  CO/DOUGLAS
 AA3417  USGS QUAD   -  GREENLAND (1969)
 AA3417
 AA3417                         *CURRENT SURVEY CONTROL
 AA3417  ___________________________________________________________________
 AA3417* NAD 83(1992)-  39 09 24.98566(N)    104 48 15.92711(W)     ADJUSTED  
 AA3417* NAVD 88     -      2219.2    (meters)    7281.     (feet)  GPS OBS   
 AA3417  ___________________________________________________________________
 AA3417  X           -  -1,265,861.403 (meters)                     COMP
 AA3417  Y           -  -4,789,595.588 (meters)                     COMP
 AA3417  Z           -   4,007,233.001 (meters)                     COMP
 AA3417  LAPLACE CORR-          -9.09  (seconds)                    DEFLEC99
 AA3417  ELLIP HEIGHT-        2202.49  (meters)          (12/03/02) GPS OBS
 AA3417  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 AA3417
 AA3417  HORZ ORDER  -  FIRST
 AA3417  ELLP ORDER  -  FOURTH    CLASS II
 AA3417
 AA3417.The horizontal coordinates were established by GPS observations
 AA3417.and adjusted by the National Geodetic Survey in December 1994..
 AA3417
 AA3417.The orthometric height was determined by GPS observations and a
 AA3417.high-resolution geoid model.
 AA3417
 AA3417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3417
 AA3417.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3417
 AA3417.The ellipsoidal height was determined by GPS observations
 AA3417.and is referenced to NAD 83.
 AA3417
 AA3417.The geoid height was determined by GEOID03.
 AA3417
 AA3417;                    North         East     Units Scale Factor Converg.
 AA3417;SPC CO C     -   451,960.898   974,519.310   MT  0.99993638   +0 26 19.3
 AA3417;SPC CO C     - 1,482,808.38  3,197,235.44   sFT  0.99993638   +0 26 19.3
 AA3417;UTM  13      - 4,334,210.881   516,897.783   MT  0.99960352   +0 07 24.6
 AA3417
 AA3417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3417!SPC CO C     -   0.99965456  x   0.99993638  =   0.99959097
 AA3417!UTM  13      -   0.99965456  x   0.99960352  =   0.99925822
 AA3417
 AA3417                          SUPERSEDED SURVEY CONTROL
 AA3417
 AA3417  ELLIP H (12/14/94) 2202.51   (m)                       GP(       ) 3 1
 AA3417
 AA3417.Superseded values are not recommended for survey control.
 AA3417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3417.See file dsdata.txt to determine how the superseded data were derived.
 AA3417
 AA3417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED1689834211(NAD 83)
 AA3417_MARKER: DD = SURVEY DISK
 AA3417_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA3417_STAMPING: JANISH
 AA3417_MARK LOGO: DCGIS 
 AA3417_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA3417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3417+STABILITY: SURFACE MOTION
 AA3417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3417+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3417
 AA3417  HISTORY     - Date     Condition        Report By
 AA3417  HISTORY     - 1993     MONUMENTED       MSAM
 AA3417
 AA3417                          STATION DESCRIPTION
 AA3417
 AA3417'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1993 (KCH)
 AA3417'THE STATION IS LOCATED ABOUT 16 MILES (25.7 KM) SOUTH OF CASTLE ROCK,
 AA3417'COLORADO, ON THE NORTH SIDE OF LORRAINE ROAD, IN SECTION 29, TOWNSHIP
 AA3417'10 SOUTH, RANGE 66 WEST OF THE 6TH P.M., OWNERSHIP-- DOUGLAS COUNTY.
 AA3417'TO REACH THE STATION FROM THE INTERCHANGE OF INTERSTATE 25 AND
 AA3417'GREENLAND ROAD ( EXIT 167), GO SOUTH AND SOUTHEAST ON THE EAST
 AA3417'FRONTAGE ROAD FOR 1.15 MILES (1.85 KM) TO BEST ROAD, GO EAST ON BEST
 AA3417'ROAD FOR 0.5 MILES (0.8 KM) TO FURROW ROAD, GO SOUTH ON FURROW ROAD
 AA3417'FOR 0.25 MILES, (0.40 KM) GO EAST ON FURROW ROAD FOR 0.3 MILES, (0.5
 AA3417'KM) GO SOUTHEAST ON FURROW ROAD FOR 0.25 MILES, (0.40 KM) GO SOUTH ON
 AA3417'FURROW ROAD FOR 0.25 MILES (0.40 KM) TO LORRAINE ROAD, GO SOUTHEAST
 AA3417'AND EAST ON LORRAINE ROAD FOR 1.15 MILES (1.85 KM) TO THE STATION ON
 AA3417'THE NORTH SIDE OF THE ROAD. THE STATION IS A BRASS DISK SET IN
 AA3417'CONCRETE, MARKED WITH A DOUGLAS COUNTY FIBERGLASS WITNESS POST, IT IS
 AA3417'9.9 FEET (3.0 M) WEST OF A BRASS SHINNER 22568 ON A FENCE POST IN THE
 AA3417'NORTHEAST ROW FENCE, 10.3 FEET (3.1 M) SOUTHEAST OF A BRASS SHINNER
 AA3417'22568 ON A FENCE POST IN THE NORTHEAST ROW FENCE, 55.2 FEET (16.8 M)
 AA3417'NORTHEAST OF A BRASS SHINNER 22568 ON A FENCE POST IN THE SOUTHWEST
 AA3417'ROW FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0419 ***********************************************************************
 KJ0419  DESIGNATION -  JANSSEN ET
 KJ0419  PID         -  KJ0419
 KJ0419  STATE/COUNTY-  CO/KIT CARSON
 KJ0419  USGS QUAD   -  MOUNT SUNFLOWER NW (1984)
 KJ0419
 KJ0419                         *CURRENT SURVEY CONTROL
 KJ0419  ___________________________________________________________________
 KJ0419* NAD 83(1992)-  39 12 54.38074(N)    102 11 35.40806(W)     ADJUSTED  
 KJ0419* NAVD 88     -      1266.1    (meters)    4154.     (feet)  VERTCON   
 KJ0419  ___________________________________________________________________
 KJ0419  LAPLACE CORR-          -2.99  (seconds)                    DEFLEC99
 KJ0419  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 KJ0419
 KJ0419  HORZ ORDER  -  SECOND
 KJ0419
 KJ0419.The horizontal coordinates were established by classical geodetic methods
 KJ0419.and adjusted by the National Geodetic Survey in January 1993..
 KJ0419
 KJ0419.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0419
 KJ0419.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0419
 KJ0419.The geoid height was determined by GEOID03.
 KJ0419
 KJ0419;                    North         East     Units Scale Factor Converg.
 KJ0419;SPC CO C     -   463,384.673 1,199,910.537   MT  0.99993789   +2 05 08.1
 KJ0419;SPC CO C     - 1,520,287.88  3,936,706.49   sFT  0.99993789   +2 05 08.1
 KJ0419;UTM  13      - 4,344,401.953   742,330.439   MT  1.00032312   +1 46 31.6
 KJ0419
 KJ0419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0419!SPC CO C     -   0.99980503  x   0.99993789  =   0.99974294
 KJ0419!UTM  13      -   0.99980503  x   1.00032312  =   1.00012809
 KJ0419
 KJ0419|---------------------------------------------------------------------|
 KJ0419| PID    Reference Object                     Distance      Geod. Az  |
 KJ0419|                                                           dddmmss.s |
 KJ0419| CP8321 JANSSEN ET RM 1                      14.620 METERS 00317     |
 KJ0419| CP8322 JANSSEN ET RM 2                      17.795 METERS 24450     |
 KJ0419| KJ0420 HILT ET                             APPROX. 6.5 KM 2560824.1 |
 KJ0419|---------------------------------------------------------------------|
 KJ0419
 KJ0419                          SUPERSEDED SURVEY CONTROL
 KJ0419
 KJ0419  NAD 83(1986)-  39 12 54.37927(N)    102 11 35.40738(W) AD(       ) 2
 KJ0419  NAD 27      -  39 12 54.38126(N)    102 11 33.73700(W) AD(       ) 2
 KJ0419  NGVD 29 (07/19/86) 1265.6    (m)         4152.     (f) VERT ANG       
 KJ0419
 KJ0419.Superseded values are not recommended for survey control.
 KJ0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0419.See file dsdata.txt to determine how the superseded data were derived.
 KJ0419
 KJ0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD4233044402(NAD 83)
 KJ0419_MARKER: DD = SURVEY DISK
 KJ0419_SETTING: 0 = UNSPECIFIED SETTING
 KJ0419
 KJ0419  HISTORY     - Date     Condition        Report By
 KJ0419  HISTORY     - 1969     MONUMENTED       USGS
 KJ0419
 KJ0419                          STATION DESCRIPTION
 KJ0419
 KJ0419'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (RVS)
 KJ0419'THE STATION IS LOCATED SOUTH 34 DEG EAST ABOUT 7.5 MILES
 KJ0419'AIRLINE FROM BURLINGTON, COLORADO, AT THE NORTH SIDE OF AN
 KJ0419'EAST-WEST COUNTY ROAD, AT THE WEST SIDE OF AN IRRIGATION WELL
 KJ0419'AT THE EXTREME SOUTH EDGE OF SECTION 34, T.9S., R.43W.
 KJ0419'
 KJ0419'TO REACH STATION FROM THE JUNCTION OF INTERSTATE 70 AND
 KJ0419'U.S. HIGHWAY 385 AT THE SOUTHWEST CORNER OF BURLINGTON,
 KJ0419'COLORADO, PROCEED SOUTH ON U.S. HIGHWAY 385 5.4 MILES TO A
 KJ0419'CROSSROADS, GO EAST ON GRAVEL ROAD 4.5 MILES TO STATION SITE ON
 KJ0419'THE LEFT.  THE STATION IS 47 FEET NORTH OF THE CENTERLINE OF
 KJ0419'THE EAST-WEST ROAD, 6.5 FEET SOUTHWEST OF A USGS WITNESS SIGN
 KJ0419'FASTENED TO A WOODEN FENCE POST, 3 FEET SOUTH AND 3 FEET WEST
 KJ0419'OF THE NORTHWEST CORNER OF THE CONCRETE PLATFORM FOR THE
 KJ0419'IRRIGATION WELL.
 KJ0419'
 KJ0419'STATION MARK IS A USGS BRONZE TABLET SOLDERED TO A COPPER
 KJ0419'COATED STEEL ROD DRIVEN TO REFUSAL (15 FEET), CENTERED IN AN
 KJ0419'ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED
 KJ0419'WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND STAMPED
 KJ0419'JANSSEN E.T. 1969.
 KJ0419'
 KJ0419'REFERENCE MARK NO. 1 IS A USGS BRONZE REFERENCE MARK TABLET
 KJ0419'SOLDERED TO A COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF 10
 KJ0419'FEET, CENTERED IN AN ORANGEBURG TILE 6 INCHES IN DIAMETER, 12
 KJ0419'INCHES LONG FILLED WITH GRAVEL.  THE TABLET IS 14 INCHES BELOW
 KJ0419'THE SURFACE OF THE GROUND AND STAMPED JANSSEN E.T. NO. 1
 KJ0419'1969.  THE TABLET IS 95 FEET NORTH OF THE CENTERLINE OF THE
 KJ0419'COUNTY ROAD, 44.6 FEET DUE NORTH OF THE NORTHWEST CORNER OF THE
 KJ0419'WELL PLATFORM.
 KJ0419'
 KJ0419'REFERENCE MARK NO. 2 IS A USGS BRONZE REFERENCE MARK TABLET
 KJ0419'SOLDERED TO A COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF 10
 KJ0419'FEET, CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12
 KJ0419'INCHES LONG FILLED WITH GRAVEL.  THE TABLET IS 14 INCHES BELOW
 KJ0419'THE SURFACE OF THE GROUND AND STAMPED JANSSEN E.T. NO. 2
 KJ0419'1969.  THE TABLET IS 22 FEET NORTH OF THE CENTERLINE OF THE
 KJ0419'COUNTY ROAD AND 1.0 FOOT EAST OF A USGS WITNESS SIGN MOUNTED ON
 KJ0419'A STEEL FENCE POST.
 KJ0419'
 KJ0419'USGS STATION HILT E.T. 1969 IS VISIBLE FROM THE GROUND AND WILL
 KJ0419'SERVE AS THE AZIMUTH MARK.  USGS STATION GAY E.T. 1969 IS ALSO
 KJ0419'VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0497 ***********************************************************************
 HL0497  DESIGNATION -  JAROSA PEAK
 HL0497  PID         -  HL0497
 HL0497  STATE/COUNTY-  CO/CONEJOS
 HL0497  USGS QUAD   -  CUMBRES (1967)
 HL0497
 HL0497                         *CURRENT SURVEY CONTROL
 HL0497  ___________________________________________________________________
 HL0497* NAD 83(1992)-  37 04 11.86203(N)    106 27 39.54135(W)     ADJUSTED  
 HL0497* NAVD 88     -      3589.2    (meters)   11776.     (feet)  VERTCON   
 HL0497  ___________________________________________________________________
 HL0497  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 HL0497  GEOID HEIGHT-         -15.73  (meters)                     GEOID03
 HL0497
 HL0497  HORZ ORDER  -  FIRST
 HL0497
 HL0497.The horizontal coordinates were established by classical geodetic methods
 HL0497.and adjusted by the National Geodetic Survey in December 1993..
 HL0497
 HL0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0497
 HL0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0497
 HL0497.The geoid height was determined by GEOID03.
 HL0497
 HL0497;                    North         East     Units Scale Factor Converg.
 HL0497;SPC CO S     -   349,999.906   828,940.127   MT  1.00003367   -0 35 22.0
 HL0497;SPC CO S     - 1,148,291.36  2,719,614.40   sFT  1.00003367   -0 35 22.0
 HL0497;SPC NM C     -   673,254.371   481,239.072   MT  0.99990433   -0 07 37.8
 HL0497;SPC NM C     - 2,208,835.38  1,578,865.19   sFT  0.99990433   -0 07 37.8
 HL0497;UTM  13      - 4,103,631.757   370,122.728   MT  0.99980780   -0 52 50.8
 HL0497
 HL0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0497!SPC CO S     -   0.99943953  x   1.00003367  =   0.99947318
 HL0497!SPC NM C     -   0.99943953  x   0.99990433  =   0.99934391
 HL0497!UTM  13      -   0.99943953  x   0.99980780  =   0.99924743
 HL0497
 HL0497|---------------------------------------------------------------------|
 HL0497| PID    Reference Object                     Distance      Geod. Az  |
 HL0497|                                                           dddmmss.s |
 HL0497| CM7511 JAROSA PEAK RM 2                     14.488 METERS 03753     |
 HL0497| CM7509 JAROSA PEAK AZ MK                                  0722040.0 |
 HL0497| CM7510 JAROSA PEAK RM 1                     16.539 METERS 31520     |
 HL0497|---------------------------------------------------------------------|
 HL0497
 HL0497                          SUPERSEDED SURVEY CONTROL
 HL0497
 HL0497  NAD 83(1992)-  37 04 11.86223(N)    106 27 39.54324(W) AD(       ) 1
 HL0497  NAD 83(1986)-  37 04 11.86286(N)    106 27 39.54784(W) AD(       ) 1
 HL0497  NAD 27      -  37 04 11.82810(N)    106 27 37.42460(W) AD(       ) 1
 HL0497  NGVD 29 (07/19/86) 3587.5    (m)        11770.     (f) VERT ANG       
 HL0497
 HL0497.Superseded values are not recommended for survey control.
 HL0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0497.See file dsdata.txt to determine how the superseded data were derived.
 HL0497
 HL0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB7012303632(NAD 83)
 HL0497_MARKER: DS = TRIANGULATION STATION DISK
 HL0497_SETTING: 80 = SET IN A BOULDER
 HL0497_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HL0497
 HL0497  HISTORY     - Date     Condition        Report By
 HL0497  HISTORY     - 1935     MONUMENTED       CGS
 HL0497  HISTORY     - 1936     GOOD             CGS
 HL0497  HISTORY     - 1945     GOOD             CGS
 HL0497  HISTORY     - 1954     GOOD             USGS
 HL0497  HISTORY     - 1961     GOOD             CGS
 HL0497
 HL0497                          STATION DESCRIPTION
 HL0497
 HL0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 HL0497'STATION IS LOCATED AT THE S END OF JAROSA PEAK, AT THE S END
 HL0497'OF A LONG RIDGE SLOPING GENTLY DOWN TO THE N, AT THE HEAD
 HL0497'OF GROUSE CREEK, 3-1/2 MILES N OF CUMBRES RAILROAD STATION,
 HL0497'5-1/4 MILES N OF THE COLORADO-NEW MEXICO STATE LINE.  THIS MARK
 HL0497'WAS PUT IN PLACE IN 1935 BUT WAS NOT OCCUPIED AT THAT TIME.
 HL0497'
 HL0497'STATION MARK IS A BRONZE STATION DISK SET IN CONCRETE IN A
 HL0497'DEPRESSION IN A BOULDER.  DISK IS STAMPED JAROSA PK 1935.
 HL0497'NO UNDERGROUND MARK WAS SET.
 HL0497'
 HL0497'REFERENCE MARK 1 IS NW OF THE STATION.  IT IS A BRONZE
 HL0497'REFERENCE DISK SET IN A DRILL HOLE IN A BOULDER.
 HL0497'
 HL0497'REFERENCE MARK 2 IS NE OF THE STATION.  IT IS A BRONZE REFERENCE
 HL0497'DISK SET IN A DRILL HOLE IN A BOULDER.  DISTANCE BETWEEN
 HL0497'REFERENCE MARKS IS 67.38 FEET.
 HL0497'
 HL0497'AZIMUTH MARK IS E OF AND ACROSS VALLEY FROM THE STATION AND
 HL0497'IS ABOUT 20 FEET E OF THE W RIM OF RIDGE.  IT IS A BRONZE
 HL0497'AZIMUTH DISK SET IN A DRILL HOLE IN A BOULDER.
 HL0497'
 HL0497'TO REACH THE STATION FROM THE MAIN CORNER IN ANTONITO (AT THE
 HL0497'J.C. PENNY STORE), GO S AND W ON U.S. HIGHWAY 285 FOR 29.60
 HL0497'MILES TO TOP OF GRADE AT LA MANGA PASS SIGN ON LEFT.  CONTINUE
 HL0497'AHEAD DOWNGRADE FOR 0.7 MILE TO SMALL BRIDGE OVER GROUSE
 HL0497'CREEK.  TURN RIGHT OFF THE HIGHWAY AND FOLLOW W UP THE RIGHT
 HL0497'SIDE OF CREEK FOR 0.3 MILE TO END OF TRUCK TRAVEL (THIS IS
 HL0497'TOWARD A VERTICAL BLUFF IN THE DISTANCE BREAKING SHARPLY TO THE
 HL0497'S AND HAVING A ROCK CAIRN ON SUMMIT).  FROM THE END OF TRUCK
 HL0497'TRAVEL, WALK UP GROUSE CREEK FOR ABOUT 1-1/2 MILES TO A POINT
 HL0497'ABOUT 300 YARDS BEYOND A LEFT CURVE IN THE VALLEY AT SHEEP
 HL0497'BDY. SIGNS ON TREES ON THE RIGHT SIDE OF CREEK.  BEAR RIGHT
 HL0497'ON RIDGE ALONGSIDE OF CREEK AND PICK UP SHEEP DRIVE TRAIL
 HL0497'THAT IS WELL BLAZED AND FOLLOW IT 1-1/2 MILES TO A CLEARED
 HL0497'AREA WHERE THE ROCK BLUFF, DESCRIBED ABOVE, CAN BE SEEN TO THE
 HL0497'W.  CONTINUE ON TRAIL 1-1/4 MILES, PASSING TO THE S OF ROCK
 HL0497'BLUFF, AND REACH A GRASSY VALLEY RUNNING N (FROM HERE THE
 HL0497'STATION SITE CAN BE SEEN TO THE LEFT AT THE S END OF THE
 HL0497'VERTICAL POINT).  CONTINUE ACROSS VALLEY ABOUT 1/4 MILE AND
 HL0497'CLIMB TO THE TOP OF RIDGE BETWEEN ROCKY POINT AND ROCK OUTCROP,
 HL0497'THENCE WALK LEFT 1/4 MILE ALONG TOP OF RIDGE TO THE S END OF
 HL0497'RIDGE AND STATION SITE.  THE ABOVE DESCRIPTION SHOULD BE
 HL0497'FOLLOWED BY A LONE LIGHTKEEPER WITH LIGHT PACK.
 HL0497'HOWEVER, IT WAS POSSIBLE FOR THE OBSERVING PARTY
 HL0497'(CONSISTING OF 5 MEN) TO DRIVE ABOUT 2-1/2 MILES ALONG THE
 HL0497'W SIDE OF THE CREEK.  IT WAS NECESSARY TO DO SOME CLEARING
 HL0497'AND PUSHING FROM MUD HOLES.  THERE IS NO TRAIL ON THIS ROUTE
 HL0497'BUT THE CREEK SERVES AS A GUIDE.  THE DRIVE SHOULD NEVER BE
 HL0497'ATTEMPTED IN WET WEATHER AND EVEN IN DRY WEATHER IT IS VERY
 HL0497'DIFFICULT.
 HL0497'
 HL0497'HEIGHT OF LIGHT ABOVE STATION MARK - 5 FEET.
 HL0497
 HL0497                          STATION RECOVERY (1945)
 HL0497
 HL0497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (RAM)
 HL0497'STATION WAS RECOVERED AND ALL THE MARKS WERE FOUND TO BE IN
 HL0497'GOOD CONDITION.  PK WAS STAMPED ON THE AZIMUTH MARK WHICH
 HL0497'WAS FOUND TO LACK THAT STAMPING.  THE ORIGINAL DESCRIPTION IS
 HL0497'APPARENTLY ADEQUATE, HOWEVER, THE OBSERVING PARTY REACHED
 HL0497'THE STATION BY THE ROUTE DESCRIBED BELOW.
 HL0497'
 HL0497'STATION IS LOCATED ON THE S END OF JAROSA PEAK, AT THE S END
 HL0497'OF A LONG RIDGE SLOPING GENTLY DOWN TO THE N, AT THE HEAD OF
 HL0497'GROUSE CREEK.  THERE IS A RIDGE ONE MILE TO THE NW RUNNING SW
 HL0497'AND NE ABOUT THE SAME HEIGHT AS THE STATION.  IN APPROXIMATE
 HL0497'AIR LINE DISTANCES, STATION IS 24 MILES W OF ANTONITO, 13 MILES
 HL0497'NE OF CHAMA, NEW MEXICO, 5-1/2 MILES N OF THE COLORADO-NEW
 HL0497'MEXICO STATE LINE, AND 4 MILES N OF CUMBRES.  IT IS LOCATED
 HL0497'WITHIN THE CONEJOS DISTRICT OF THE RIO GRANDE NATIONAL
 HL0497'FOREST.  THE MARK WAS PUT IN PLACE IN 1935 BUT WAS NOT
 HL0497'OCCUPIED AT THAT TIME.
 HL0497'
 HL0497'TO REACH THE STATION FROM THE ANTONITO POST OFFICE, GO SW
 HL0497'ON U.S. HIGHWAY 285 FOR 0.25 MILE TO THE JUNCTION OF STATE
 HL0497'HIGHWAY 17.  TURN RIGHT, OFF U.S. HIGHWAY 285, AND GO ON
 HL0497'STATE HIGHWAY 17 FOR 4.45 MILES TO THE TOWN OF MOGOTE.  CONTINUE
 HL0497'ON STATE HIGHWAY 17 FOR 17.1 MILES TO A FORK.  TAKE THE LEFT
 HL0497'FORK WHICH IS THE STATE HIGHWAY AND GO 6.9 MILES TO A TRACK
 HL0497'ROAD LEADING OFF TO THE RIGHT ABOUT 1/10 MILE BEFORE REACHING
 HL0497'THE FIRST WHITE BRIDGE AFTER GOING OVER THE LA MANGA PASS.
 HL0497'TAKE RIGHT FORK HERE AND FOLLOW THE TRACK ROAD 1.4 MILES TO
 HL0497'A FORK.  TAKE THE RIGHT FORK AND GO ABOUT 1/10 MILE TO A
 HL0497'STREAM KNOWN AS LA MANGA CREEK AND THE END OF TRUCK TRAVEL.
 HL0497'FROM HERE PACK ACROSS THE STREAM AND VALLEY PICKING UP A
 HL0497'FOREST SERVICE TRAIL ON THE N SIDE OF THE VALLEY AND
 HL0497'FOLLOWING IT W UP ALONG THE LA MANGA CREEK FOR ABOUT 1 MILE
 HL0497'TO WHERE THE TRAIL ENTERS THE TREES.  CONTINUE ON THE TRAIL
 HL0497'FOR ABOUT 1 MILE TO WHERE IT COMES OUT ALMOST ON TOP OF
 HL0497'THE RIDGE IN A MEADOW AND REACHES A FOREST SERVICE SIGN.  HERE
 HL0497'TURN LEFT AND BEAR SW PACKING UP A SMALL VALLEY FOR ABOUT
 HL0497'3/4 MILE TO THE TOP OF THE RIDGE AND FOREST SERVICE SIGNS
 HL0497'MARKING THE LA MANGA STOCK DRIVEWAY.  TURN LEFT HERE AND PACK
 HL0497'FOR ABOUT 2 MILES S PASSING THROUGH SHALLOW SADDLE TO THE
 HL0497'HIGHEST POINT ON THE S END OF THE RIDGE AND THE STATION.
 HL0497'
 HL0497'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER WHICH
 HL0497'PROJECTS 1-1/2 INCHES ABOVE THE SURROUNDING SURFACE.  IT IS
 HL0497'LOCATED 68 FEET NE OF THE W EDGE OF THE MOUNTAIN.  DISK IS
 HL0497'STAMPED JAROSA PK 1935.
 HL0497'
 HL0497'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 HL0497'WHICH PROJECTS 2 INCHES ABOVE THE SURROUNDING SURFACE AND IS
 HL0497'ABOUT A FOOT LOWER THAN THE STATION.  IT IS LOCATED NW OF THE
 HL0497'STATION.  DISK IS STAMPED JAROSA PK 1935 NO 1.
 HL0497'
 HL0497'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 HL0497'WHICH PROJECTS 8 INCHES ABOVE THE SURROUNDING SURFACE AND IS
 HL0497'ABOUT 2-1/2 FEET LOWER THAN THE STATION.  IT IS LOCATED NE
 HL0497'OF THE STATION.  DISK IS STAMPED JAROSA PK 1935 NO 2.
 HL0497'
 HL0497'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN OUTCROPPING BEDROCK
 HL0497'WHICH PROJECTS 6 INCHES ABOVE THE SURROUNDING SURFACE.  IT IS
 HL0497'LOCATED 1/2 MILE ENE OF THE STATION, 39 FEET E OF THE W EDGE
 HL0497'OF THE RIDGE, AND 24 INCHES SE OF A 2-FOOT ROCK CAIRN.  DISK
 HL0497'IS STAMPED JAROSA PK 1935.
 HL0497
 HL0497                          STATION RECOVERY (1954)
 HL0497
 HL0497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (JTD)
 HL0497'STATION MARK--STANDARD BRONZE USC AND GS DISK, SET IN BOULDER,
 HL0497'STAMPED ---JAROSA PK 1935---.
 HL0497'
 HL0497'REFERENCE MARKS--NONE.
 HL0497
 HL0497                          STATION RECOVERY (1961)
 HL0497
 HL0497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (HWK)
 HL0497'STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2 AND
 HL0497'THE AZIMUTH MARK WERE RECOVERED AS PREVIOUSLY DESCRIBED AND
 HL0497'FOUND IN GOOD CONDITION.  THE DISTANCES AND THE DIRECTIONS TO
 HL0497'THE REFERENCE MARKS WERE VERIFIED.  THE DIRECTION TO THE AZIMUTH
 HL0497'MARK WAS VERIFIED.
 HL0497'
 HL0497'FOLLOWING IS A NEW TO REACH FOR THE STATION.
 HL0497'
 HL0497'TO REACH THE STATION FROM THE POST OFFICE IN CHAMA NEW MEXICO,
 HL0497'GO NORTHEASTERLY ON STATE HIGHWAY 17 FOR 19.1 MILES TO A SIGN
 HL0497'ON THE LEFT LA MANGA STOCK DRIVEWAY 467, THIS SIGN IS 0.3
 HL0497'MILE SOUTH OF THE BRIDGE OVER GROUSE CREEK.  TURN LEFT, LEAVING
 HL0497'THE ROAD AND FOLLOW MARKED STOCK TRAIL WEST (SIGNS CENTER STOCK
 HL0497'DRIVEWAY) FOR 2.9 MILES TO THE END OF 4-WHEEL DRIVE TRUCK TRAVEL
 HL0497'IN DRY WEATHER.  FROM HERE PACK WEST FOLLOWING THE MARKED
 HL0497'STOCK TRAIL TO THE TOP OF THE MESA.  LEAVE STOCK TRAIL AND
 HL0497'PACK SOUTHWEST TOWARDS A TIMBERED POINT AND THE STATION.
 HL0497'APPROXIMATELY 1 HOUR PACK.
 HL0497'
 HL0497'NOTE--REFERENCE MARKS MEASURED WITH 5 KG. TAPE TENSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0845 ***********************************************************************
 JL0845  DESIGNATION -  JAY
 JL0845  PID         -  JL0845
 JL0845  STATE/COUNTY-  CO/DELTA
 JL0845  USGS QUAD   -  HOTCHKISS (1979)
 JL0845
 JL0845                         *CURRENT SURVEY CONTROL
 JL0845  ___________________________________________________________________
 JL0845* NAD 83(1992)-  38 50 46.74027(N)    107 44 15.94520(W)     ADJUSTED  
 JL0845* NAVD 88     -      1908.5    (meters)    6261.     (feet)  VERTCON   
 JL0845  ___________________________________________________________________
 JL0845  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 JL0845  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 JL0845
 JL0845  HORZ ORDER  -  THIRD
 JL0845
 JL0845.The horizontal coordinates were established by classical geodetic methods
 JL0845.and adjusted by the National Geodetic Survey in January 1993..
 JL0845
 JL0845.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0845
 JL0845.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0845
 JL0845.The geoid height was determined by GEOID03.
 JL0845
 JL0845;                    North         East     Units Scale Factor Converg.
 JL0845;SPC CO C     -   419,641.207   720,164.045   MT  0.99994574   -1 24 40.8
 JL0845;SPC CO C     - 1,376,772.86  2,362,738.20   sFT  0.99994574   -1 24 40.8
 JL0845;UTM  13      - 4,303,284.475   262,400.887   MT  1.00029522   -1 43 04.9
 JL0845
 JL0845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0845!SPC CO C     -   0.99970316  x   0.99994574  =   0.99964892
 JL0845!UTM  13      -   0.99970316  x   1.00029522  =   0.99999829
 JL0845
 JL0845:                Primary Azimuth Mark                     Grid Az
 JL0845:SPC CO C     -  JUNIP                                    232 13 16.3
 JL0845:UTM  13      -  JUNIP                                    232 31 40.4
 JL0845
 JL0845|---------------------------------------------------------------------|
 JL0845| PID    Reference Object                     Distance      Geod. Az  |
 JL0845|                                                           dddmmss.s |
 JL0845| JL0872 JUNIP                               APPROX. 2.6 KM 2304835.5 |
 JL0845|---------------------------------------------------------------------|
 JL0845
 JL0845                          SUPERSEDED SURVEY CONTROL
 JL0845
 JL0845  NAD 83(1986)-  38 50 46.74070(N)    107 44 15.92488(W) AD(       ) 3
 JL0845  NAD 27      -  38 50 46.80044(N)    107 44 13.71310(W) AD(       ) 3
 JL0845  NGVD 29 (07/19/86) 1907.2    (m)         6257.     (f) VERT ANG       
 JL0845
 JL0845.Superseded values are not recommended for survey control.
 JL0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0845.See file dsdata.txt to determine how the superseded data were derived.
 JL0845
 JL0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD6240103284(NAD 83)
 JL0845_MARKER: DD = SURVEY DISK
 JL0845_SETTING: 0 = UNSPECIFIED SETTING
 JL0845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JL0845
 JL0845  HISTORY     - Date     Condition        Report By
 JL0845  HISTORY     - 1951     MONUMENTED       USGS
 JL0845
 JL0845                          STATION DESCRIPTION
 JL0845
 JL0845'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JL0845'STATION LOCATED IN DELTA COUNTY, COLORADO, ABOUT 2.5 MI. N. OF THE
 JL0845'TOWN OF HOTCHKISS AT THE N. END OF A N-S. TREE COVERED RIDGE AT THE
 JL0845'TOP OF A SMALL SHARP BALD ADOBE KNOLL AT THE N. END OF RIDGE.
 JL0845'
 JL0845'TO REACH FROM HOTCHKISS POST OFFICE, GO E. ON STATE HIGHWAY 92 1 BLOCK
 JL0845'AND TURN LEFT (N.) ON SECOND STREET AND PROCEED 3 BLOCKS TO THREE-WAY
 JL0845'FORK.  TAKE LEFT FORK ACROSS RAILROAD TRACKS TO T-RD. ON N. SIDE OF
 JL0845'TRACKS, THENCE RIGHT (E.) 0.1 MI. TO Y-RD. AT SUGAR BEET LOADER,
 JL0845'THENCE LEFT UP LARGE DRAIN KEEPING TO MAIN TRAVELED RD. 0.8 MI. TO
 JL0845'Y-RD.  THEN RIGHT 1.7 MI. TO T-RD. AT CANAL.  CROSS BRIDGE OVER CANAL
 JL0845'AND DRIVE STRAIGHT AHEAD 0.1 MI. TO Y.  CONTINUE STRAIGHT AHEAD ON
 JL0845'MAIN RD. ALONG W. SIDE OF RIDGE 1.3 MI. TO TOP OF SADDLE WHERE THE
 JL0845'VALLEY TO THE E. IS VISIBLE.  TURN SHARP RIGHT OFF RD. AND GO S. UP
 JL0845'RIDGE LINE 0.1 MI. TO STATION ON SHARP BARE KNOLL.  A JEEP WAS DRIVEN
 JL0845'WITHIN 1000 FT. OF STATION.
 JL0845'
 JL0845'STATION MARK--STANDARD TABLET, STAMPED ---JAY 1951---, WELDED IN AN
 JL0845'IRON PIPE PROJECTING 5 IN. ABOVE GROUND SURFACE.
 JL0845'
 JL0845'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER CEMENTED IN A LARGE
 JL0845'BOULDER, 25.40 FT. FROM STATION MARK, S 87 DEG 44 MIN E.
 JL0845'
 JL0845'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER IN A LONE TREE, 36.00
 JL0845'FT. FROM STATION MARK, S 54 DEG 38 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4814 ***********************************************************************
 AB4814  DESIGNATION -  JB 18
 AB4814  PID         -  AB4814
 AB4814  STATE/COUNTY-  CO/LOGAN
 AB4814  USGS QUAD   -  ATWOOD (1951)
 AB4814
 AB4814                         *CURRENT SURVEY CONTROL
 AB4814  ___________________________________________________________________
 AB4814* NAD 83(1992)-  40 36 34.19352(N)    103 21 13.90472(W)     ADJUSTED  
 AB4814* NAVD 88     -      1282.5    (meters)    4208.     (feet)  GPS OBS   
 AB4814  ___________________________________________________________________
 AB4814  X           -  -1,120,151.995 (meters)                     COMP
 AB4814  Y           -  -4,718,757.792 (meters)                     COMP
 AB4814  Z           -   4,130,420.341 (meters)                     COMP
 AB4814  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 AB4814  ELLIP HEIGHT-        1262.91  (meters)          (12/03/02) GPS OBS
 AB4814  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 AB4814
 AB4814  HORZ ORDER  -  FIRST
 AB4814  ELLP ORDER  -  FOURTH    CLASS II
 AB4814
 AB4814.The horizontal coordinates were established by GPS observations
 AB4814.and adjusted by the National Geodetic Survey in July 1996..
 AB4814
 AB4814.The orthometric height was determined by GPS observations and a
 AB4814.high-resolution geoid model.
 AB4814
 AB4814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4814
 AB4814.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4814
 AB4814.The ellipsoidal height was determined by GPS observations
 AB4814.and is referenced to NAD 83.
 AB4814
 AB4814.The geoid height was determined by GEOID03.
 AB4814
 AB4814;                    North         East     Units Scale Factor Converg.
 AB4814;SPC CO N     -   448,694.623 1,096,006.974   MT  0.99997641   +1 23 12.1
 AB4814;SPC CO N     - 1,472,092.28  3,595,816.21   sFT  0.99997641   +1 23 12.1
 AB4814;UTM  13      - 4,496,711.449   639,259.508   MT  0.99983871   +1 04 17.9
 AB4814
 AB4814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4814!SPC CO N     -   0.99980193  x   0.99997641  =   0.99977834
 AB4814!UTM  13      -   0.99980193  x   0.99983871  =   0.99964067
 AB4814
 AB4814                          SUPERSEDED SURVEY CONTROL
 AB4814
 AB4814  ELLIP H (10/08/96) 1262.94   (m)                       GP(       ) 1 1
 AB4814  ELLIP H (07/08/96) 1263.20   (m)                       GP(       ) 1 1
 AB4814
 AB4814.Superseded values are not recommended for survey control.
 AB4814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4814.See file dsdata.txt to determine how the superseded data were derived.
 AB4814
 AB4814_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE3926096711(NAD 83)
 AB4814_MARKER: DB = BENCH MARK DISK
 AB4814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4814_STAMPING: JB 18 1948 4206 USGS
 AB4814_MARK LOGO: USGS  
 AB4814_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB4814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4814+STABILITY: SURFACE MOTION
 AB4814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4814+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4814
 AB4814  HISTORY     - Date     Condition        Report By
 AB4814  HISTORY     - 1948     MONUMENTED       USGS
 AB4814  HISTORY     - 1995     GOOD             CODOT
 AB4814
 AB4814                          STATION DESCRIPTION
 AB4814
 AB4814'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1995
 AB4814'STATION IS LOCATED ABOUT 7.5 MILES (12.1 KM) WEST OF STERLING, IN
 AB4814'COUNTY ROAD RIGHT OF WAY, IN THE NORTHEAST CORNER OF THE INTERSECTION
 AB4814'OF COUNTY ROAD 25 (PAVED) AND COUNTY ROAD 26 (DIRT) , IN THE SW 1/4 OF
 AB4814'SEC.  31, T.  8 N., R.  53 W.  TO REACH FROM THE INTERSECTION OF SH 14
 AB4814'AND COUNTY ROAD 25, GO SOUTH ON COUNTY 25 FOR 1 MILE (1.6 KM) TO THE
 AB4814'STATION ON THE LEFT (EAST).  STATION MARK IS A BRASS DISK IN A 9 IN
 AB4814'SQUARE CONCRETE POST, BURIED 20 CM UNDERGROUND, ABOUT 1 M BELOW THE
 AB4814'PAVED ROAD, 0.2 M SOUTH OF A BARBED WIRE FENCE, 0.3 M W OF A WITNESS
 AB4814'POST, 4.2 M E OF A FENCE CORNER, 2.5 M EAST NORTHEAST OF A STOP SIGN,
 AB4814'3.9 M EAST SOUTHEAST OF A POWER POLE (C31-8-5), 12.8 M EAST OF COUNTY
 AB4814'ROAD 25 (PAVED), 9.6 M NORTH OF COUNTY ROAD 26 (DIRT).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4815 ***********************************************************************
 AB4815  DESIGNATION -  JB 21
 AB4815  PID         -  AB4815
 AB4815  STATE/COUNTY-  CO/LOGAN
 AB4815  USGS QUAD   -  ATWOOD NE (1951)
 AB4815
 AB4815                         *CURRENT SURVEY CONTROL
 AB4815  ___________________________________________________________________
 AB4815* NAD 83(1992)-  40 40 54.23111(N)    103 21 11.47774(W)     ADJUSTED  
 AB4815* NAVD 88     -      1296.2    (meters)    4253.     (feet)  GPS OBS   
 AB4815  ___________________________________________________________________
 AB4815  X           -  -1,118,891.970 (meters)                     COMP
 AB4815  Y           -  -4,713,696.613 (meters)                     COMP
 AB4815  Z           -   4,136,516.731 (meters)                     COMP
 AB4815  LAPLACE CORR-          -3.41  (seconds)                    DEFLEC99
 AB4815  ELLIP HEIGHT-        1276.80  (meters)          (12/03/02) GPS OBS
 AB4815  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 AB4815
 AB4815  HORZ ORDER  -  FIRST
 AB4815  ELLP ORDER  -  FOURTH    CLASS II
 AB4815
 AB4815.The horizontal coordinates were established by GPS observations
 AB4815.and adjusted by the National Geodetic Survey in July 1996..
 AB4815
 AB4815.The orthometric height was determined by GPS observations and a
 AB4815.high-resolution geoid model.
 AB4815
 AB4815.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4815
 AB4815.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4815
 AB4815.The ellipsoidal height was determined by GPS observations
 AB4815.and is referenced to NAD 83.
 AB4815
 AB4815.The geoid height was determined by GEOID03.
 AB4815
 AB4815;                    North         East     Units Scale Factor Converg.
 AB4815;SPC CO N     -   456,714.723 1,095,869.839   MT  0.99998509   +1 23 13.7
 AB4815;SPC CO N     - 1,498,404.89  3,595,366.30   sFT  0.99998509   +1 23 13.7
 AB4815;UTM  13      - 4,504,731.041   639,166.378   MT  0.99983839   +1 04 25.2
 AB4815
 AB4815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4815!SPC CO N     -   0.99979975  x   0.99998509  =   0.99978485
 AB4815!UTM  13      -   0.99979975  x   0.99983839  =   0.99963818
 AB4815
 AB4815                          SUPERSEDED SURVEY CONTROL
 AB4815
 AB4815  ELLIP H (10/08/96) 1276.83   (m)                       GP(       ) 1 1
 AB4815  ELLIP H (07/08/96) 1277.08   (m)                       GP(       ) 1 1
 AB4815
 AB4815.Superseded values are not recommended for survey control.
 AB4815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4815.See file dsdata.txt to determine how the superseded data were derived.
 AB4815
 AB4815_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF3916604731(NAD 83)
 AB4815_MARKER: DB = BENCH MARK DISK
 AB4815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4815_STAMPING: JB 21 1948 4251 USGS
 AB4815_MARK LOGO: USGS  
 AB4815_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB4815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4815+STABILITY: SURFACE MOTION
 AB4815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4815+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4815
 AB4815  HISTORY     - Date     Condition        Report By
 AB4815  HISTORY     - 1948     MONUMENTED       USGS
 AB4815  HISTORY     - 1995     GOOD             CODOT
 AB4815
 AB4815                          STATION DESCRIPTION
 AB4815
 AB4815'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1995
 AB4815'STATION IS LOCATED ABOUT 9 MILES (14.5 KM) NORTHWEST OF STERLING, IN
 AB4815'THE SOUTHEAST CORNER OF THE INTERSECTIONS OF COUNTY ROAD 25 AND COUNTY
 AB4815'ROAD 36, IN COUNTY ROAD RIGHT OF WAY, IN THE NW 1/4 OF SEC. 7, T.  8
 AB4815'N., R.  53 W.  TO REACH FROM THE INTERSECTION OF SH 14 AND COUNTY ROAD
 AB4815'25, GO NORTH ON COUNTY ROAD 25 FOR 4 MILES (6.4 KM) TO THE MARK ON THE
 AB4815'RIGHT (EAST).  STATION MARK IS A BRASS DISK IN AN 8 IN CONCRETE POST,
 AB4815'WITH MAGNETS PLACED AROUND CONCRETE POST, RECESSED 35 CM IN THE
 AB4815'GROUND, ABOUT 30 CM BELOW THE PAVED ROAD, 12.4 M SOUTH OF COUNTY ROAD
 AB4815'36 (DIRT), 8.7 M EAST OF COUNTY ROAD 25 (PAVED), 2.6 M SOUTH SOUTHWEST
 AB4815'OF A TELEPHONE RISER (16998), 2.2 M SOUTH SOUTHWEST OF A GUY WIRE
 AB4815'POLE, 0.4 M NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4818 ***********************************************************************
 AB4818  DESIGNATION -  JB 33
 AB4818  PID         -  AB4818
 AB4818  STATE/COUNTY-  CO/LOGAN
 AB4818  USGS QUAD   -  WILD HORSE LAKE (1951)
 AB4818
 AB4818                         *CURRENT SURVEY CONTROL
 AB4818  ___________________________________________________________________
 AB4818* NAD 83(1992)-  40 40 30.64946(N)    103 29 08.85429(W)     ADJUSTED  
 AB4818* NAVD 88     -      1299.2    (meters)    4262.     (feet)  GPS OBS   
 AB4818  ___________________________________________________________________
 AB4818  X           -  -1,129,909.429 (meters)                     COMP
 AB4818  Y           -  -4,711,557.915 (meters)                     COMP
 AB4818  Z           -   4,135,967.012 (meters)                     COMP
 AB4818  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 AB4818  ELLIP HEIGHT-        1279.94  (meters)          (12/03/02) GPS OBS
 AB4818  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 AB4818
 AB4818  HORZ ORDER  -  FIRST
 AB4818  ELLP ORDER  -  FOURTH    CLASS II
 AB4818
 AB4818.The horizontal coordinates were established by GPS observations
 AB4818.and adjusted by the National Geodetic Survey in July 1996..
 AB4818
 AB4818.The orthometric height was determined by GPS observations and a
 AB4818.high-resolution geoid model.
 AB4818
 AB4818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4818
 AB4818.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4818
 AB4818.The ellipsoidal height was determined by GPS observations
 AB4818.and is referenced to NAD 83.
 AB4818
 AB4818.The geoid height was determined by GEOID03.
 AB4818
 AB4818;                    North         East     Units Scale Factor Converg.
 AB4818;SPC CO N     -   455,724.520 1,084,679.408   MT  0.99998424   +1 18 05.2
 AB4818;SPC CO N     - 1,495,156.20  3,558,652.36   sFT  0.99998424   +1 18 05.2
 AB4818;UTM  13      - 4,503,802.321   627,972.536   MT  0.99980158   +0 59 13.4
 AB4818
 AB4818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4818!SPC CO N     -   0.99979926  x   0.99998424  =   0.99978350
 AB4818!UTM  13      -   0.99979926  x   0.99980158  =   0.99960088
 AB4818
 AB4818                          SUPERSEDED SURVEY CONTROL
 AB4818
 AB4818  ELLIP H (10/08/96) 1279.96   (m)                       GP(       ) 1 1
 AB4818  ELLIP H (07/08/96) 1280.21   (m)                       GP(       ) 1 1
 AB4818
 AB4818.Superseded values are not recommended for survey control.
 AB4818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4818.See file dsdata.txt to determine how the superseded data were derived.
 AB4818
 AB4818_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF2797303802(NAD 83)
 AB4818_MARKER: DB = BENCH MARK DISK
 AB4818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4818_STAMPING: JB 33 1948 4261 USGS
 AB4818_MARK LOGO: USGS  
 AB4818_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4818+STABILITY: SURFACE MOTION
 AB4818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4818+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4818
 AB4818  HISTORY     - Date     Condition        Report By
 AB4818  HISTORY     - 1948     MONUMENTED       USGS
 AB4818  HISTORY     - 1995     GOOD             CODOT
 AB4818
 AB4818                          STATION DESCRIPTION
 AB4818
 AB4818'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1995
 AB4818'STATION IS LOCATED ABOUT 9 MILES (14.5 KM) NORTH OF WILLARD, IN THE SW
 AB4818'1/4 OF SEC.  12, T.  8 N., R.  55 W.  TO REACH THE STATION FROM THE
 AB4818'INTERSECTION OF COUNTY ROAD 34 AND COUNTY ROAD 11, GO NORTH ON COUNTY
 AB4818'ROAD 11 FOR 0.5 MILES (0.8 KM) TO THE STATION ON THE RIGHT (EAST).
 AB4818'STATION MARK IS A BRASS DISK IN AN 8IN SQUARE CONCRETE POST PROJECTING
 AB4818'8 CM ABOVE THE GROUND ABOUT THE SAME HEIGHT AS THE ROAD, 9.2 M EAST OF
 AB4818'THE CENTER OF COUNTY ROAD 11 (DIRT), 2.2 M SOUTH OF THE PROJECTED
 AB4818'FENCE LINE GOING WEST, 0.6 M NORTH NORTHEAST OF A WITNESS POST, 0.1 M
 AB4818'WEST OF A BARBED WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4817 ***********************************************************************
 AB4817  DESIGNATION -  JB 37
 AB4817  PID         -  AB4817
 AB4817  STATE/COUNTY-  CO/LOGAN
 AB4817  USGS QUAD   -  WILLARD (1951)
 AB4817
 AB4817                         *CURRENT SURVEY CONTROL
 AB4817  ___________________________________________________________________
 AB4817* NAD 83(1992)-  40 34 59.53504(N)    103 29 13.26863(W)     ADJUSTED  
 AB4817* NAVD 88     -      1357.1    (meters)    4452.     (feet)  GPS OBS   
 AB4817  ___________________________________________________________________
 AB4817  X           -  -1,131,571.926 (meters)                     COMP
 AB4817  Y           -  -4,718,045.026 (meters)                     COMP
 AB4817  Z           -   4,128,251.484 (meters)                     COMP
 AB4817  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 AB4817  ELLIP HEIGHT-        1337.71  (meters)          (12/03/02) GPS OBS
 AB4817  GEOID HEIGHT-         -19.39  (meters)                     GEOID03
 AB4817
 AB4817  HORZ ORDER  -  FIRST
 AB4817  ELLP ORDER  -  FOURTH    CLASS II
 AB4817
 AB4817.The horizontal coordinates were established by GPS observations
 AB4817.and adjusted by the National Geodetic Survey in July 1996..
 AB4817
 AB4817.The orthometric height was determined by GPS observations and a
 AB4817.high-resolution geoid model.
 AB4817
 AB4817.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4817
 AB4817.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4817
 AB4817.The ellipsoidal height was determined by GPS observations
 AB4817.and is referenced to NAD 83.
 AB4817
 AB4817.The geoid height was determined by GEOID03.
 AB4817
 AB4817;                    North         East     Units Scale Factor Converg.
 AB4817;SPC CO N     -   445,511.354 1,084,807.597   MT  0.99997365   +1 18 02.4
 AB4817;SPC CO N     - 1,461,648.50  3,559,072.92   sFT  0.99997365   +1 18 02.4
 AB4817;UTM  13      - 4,493,590.412   628,044.503   MT  0.99980181   +0 59 03.9
 AB4817
 AB4817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4817!SPC CO N     -   0.99979020  x   0.99997365  =   0.99976386
 AB4817!UTM  13      -   0.99979020  x   0.99980181  =   0.99959205
 AB4817
 AB4817                          SUPERSEDED SURVEY CONTROL
 AB4817
 AB4817  ELLIP H (10/08/96) 1337.74   (m)                       GP(       ) 1 1
 AB4817  ELLIP H (07/08/96) 1337.99   (m)                       GP(       ) 1 1
 AB4817
 AB4817.Superseded values are not recommended for survey control.
 AB4817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4817.See file dsdata.txt to determine how the superseded data were derived.
 AB4817
 AB4817_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE2804593590(NAD 83)
 AB4817_MARKER: DB = BENCH MARK DISK
 AB4817_SETTING: 66 = SET IN ROCK OUTCROP
 AB4817_STAMPING: JB 37 1948 4450 USGS
 AB4817_MARK LOGO: USGS  
 AB4817_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4817_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB4817+STABILITY: POSITION/ELEVATION WELL
 AB4817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4817+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4817
 AB4817  HISTORY     - Date     Condition        Report By
 AB4817  HISTORY     - 1948     MONUMENTED       USGS
 AB4817  HISTORY     - 1995     GOOD             CODOT
 AB4817
 AB4817                          STATION DESCRIPTION
 AB4817
 AB4817'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1995
 AB4817'STATION IS LOCATED ABOUT 2 MILES (3.2 KM) NORTH OF WILLARD, IN THE SE
 AB4817'1/4 OF SEC.  11, T.  7 N., R.  55 W.  TO REACH THE STATION FROM THE
 AB4817'INTERSECTION OF COUNTY ROAD 11 AND COUNTY ROAD 22, GO NORTH ON COUNTY
 AB4817'ROAD 11 FOR 0.1 MILES (0.2 KM) TO THE STATION ON THE LEFT (WEST) .
 AB4817'STATION MARK IS A BRASS DISK SET IN A DRILL HOLE IN A SANDSTONE
 AB4817'OUTCROPPING ABOUT 30 CM ABOVE THE GROUND, 27.3 M WEST OF THE CENTER
 AB4817'OF COUNTY ROAD 11, 18.0 M WEST OF AN OLD FENCE LINE, 19.0 M WEST OF A
 AB4817'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4826 ***********************************************************************
 AB4826  DESIGNATION -  JB 48
 AB4826  PID         -  AB4826
 AB4826  STATE/COUNTY-  CO/LOGAN
 AB4826  USGS QUAD   -  PADRONI (1952)
 AB4826
 AB4826                         *CURRENT SURVEY CONTROL
 AB4826  ___________________________________________________________________
 AB4826* NAD 83(1992)-  40 49 05.91721(N)    103 13 44.68787(W)     ADJUSTED  
 AB4826* NAVD 88     -      1255.7    (meters)    4120.     (feet)  GPS OBS   
 AB4826  ___________________________________________________________________
 AB4826  X           -  -1,106,405.874 (meters)                     COMP
 AB4826  Y           -  -4,706,439.642 (meters)                     COMP
 AB4826  Z           -   4,147,982.499 (meters)                     COMP
 AB4826  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 AB4826  ELLIP HEIGHT-        1236.20  (meters)          (12/03/02) GPS OBS
 AB4826  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 AB4826
 AB4826  HORZ ORDER  -  FIRST
 AB4826  ELLP ORDER  -  FOURTH    CLASS II
 AB4826
 AB4826.The horizontal coordinates were established by GPS observations
 AB4826.and adjusted by the National Geodetic Survey in July 1996..
 AB4826
 AB4826.The orthometric height was determined by GPS observations and a
 AB4826.high-resolution geoid model.
 AB4826
 AB4826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4826
 AB4826.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4826
 AB4826.The ellipsoidal height was determined by GPS observations
 AB4826.and is referenced to NAD 83.
 AB4826
 AB4826.The geoid height was determined by GEOID03.
 AB4826
 AB4826;                    North         East     Units Scale Factor Converg.
 AB4826;SPC CO N     -   472,138.019 1,105,969.992   MT  1.00000586   +1 28 02.3
 AB4826;SPC CO N     - 1,549,006.15  3,628,503.22   sFT  1.00000586   +1 28 02.3
 AB4826;UTM  13      - 4,520,097.060   649,348.829   MT  0.99987454   +1 09 28.1
 AB4826
 AB4826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4826!SPC CO N     -   0.99980612  x   1.00000586  =   0.99981198
 AB4826!UTM  13      -   0.99980612  x   0.99987454  =   0.99968069
 AB4826
 AB4826                          SUPERSEDED SURVEY CONTROL
 AB4826
 AB4826  ELLIP H (10/08/96) 1236.24   (m)                       GP(       ) 1 1
 AB4826  ELLIP H (07/08/96) 1236.49   (m)                       GP(       ) 1 1
 AB4826
 AB4826.Superseded values are not recommended for survey control.
 AB4826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4826.See file dsdata.txt to determine how the superseded data were derived.
 AB4826
 AB4826_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF4934920097(NAD 83)
 AB4826_MARKER: DB = BENCH MARK DISK
 AB4826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4826_STAMPING: JB 48 1948
 AB4826_MARK LOGO: USGS  
 AB4826_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4826+STABILITY: SURFACE MOTION
 AB4826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4826+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 AB4826
 AB4826  HISTORY     - Date     Condition        Report By
 AB4826  HISTORY     - 1948     MONUMENTED       USGS
 AB4826  HISTORY     - 1995     GOOD             CODOT
 AB4826  HISTORY     - 20040130 GOOD             DREXEL
 AB4826
 AB4826                          STATION DESCRIPTION
 AB4826
 AB4826'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1995
 AB4826'STATION IS LOCATED ABOUT 4 MILES (6.4 KM) NORTHWEST OF PADRONI, IN THE
 AB4826'SOUTHEAST CORNER OF THE INTERSECTION OF COUNTY ROAD 37 AND COUNTY ROAD
 AB4826'54, IN THE NW 1/4 OF SEC.  30, T. 10 N., R. 52 W.  OWNERSHIP LOGAN
 AB4826'COUNTY ROAD RIGHT OF WAY TO REACH FROM THE INTERSECTION OF COUNTY
 AB4826'ROAD 43 AND COUNTY ROAD 48 IN PADRONI, GO WEST ON COUNTY ROAD 48 FOR 3
 AB4826'MILES (4.8 KM) TO COUNTY ROAD 37, GO NORTH ON COUNTY ROAD 37 FOR 3
 AB4826'MILES (4.8 KM) TO THE STATION ON THE RIGHT (EAST).  STATION MARK IS A
 AB4826'BRASS DISK SET IN A CONCRETE POST, 41 FT (12.5 M) SOUTH OF COUNTY ROAD
 AB4826'54, 34 FT (10.4 M) EAST OF COUNTY ROAD 37, 11.5 SOUTHWEST OF A FENCE
 AB4826'CORNER, 5 WEST OF A FIBERGLASS WITNESS POST (NOAA).
 AB4826
 AB4826                          STATION RECOVERY (2004)
 AB4826
 AB4826'RECOVERY NOTE BY DREXEL BARRELL AND COMPANY ENG 2004
 AB4826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4811 ***********************************************************************
 AB4811  DESIGNATION -  JB 55
 AB4811  PID         -  AB4811
 AB4811  STATE/COUNTY-  CO/LOGAN
 AB4811  USGS QUAD   -  CROOK (1984)
 AB4811
 AB4811                         *CURRENT SURVEY CONTROL
 AB4811  ___________________________________________________________________
 AB4811* NAD 83(1992)-  40 47 30.58380(N)    102 48 08.11376(W)     ADJUSTED  
 AB4811* NAVD 88     -      1188.3    (meters)    3899.     (feet)  GPS OBS   
 AB4811  ___________________________________________________________________
 AB4811  X           -  -1,071,729.293 (meters)                     COMP
 AB4811  Y           -  -4,716,375.346 (meters)                     COMP
 AB4811  Z           -   4,145,711.686 (meters)                     COMP
 AB4811  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 AB4811  ELLIP HEIGHT-        1168.24  (meters)          (12/03/02) GPS OBS
 AB4811  GEOID HEIGHT-         -20.04  (meters)                     GEOID03
 AB4811
 AB4811  HORZ ORDER  -  FIRST
 AB4811  ELLP ORDER  -  FOURTH    CLASS II
 AB4811
 AB4811.The horizontal coordinates were established by GPS observations
 AB4811.and adjusted by the National Geodetic Survey in July 1996..
 AB4811
 AB4811.The orthometric height was determined by GPS observations and a
 AB4811.high-resolution geoid model.
 AB4811
 AB4811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4811
 AB4811.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4811
 AB4811.The ellipsoidal height was determined by GPS observations
 AB4811.and is referenced to NAD 83.
 AB4811
 AB4811.The geoid height was determined by GEOID03.
 AB4811
 AB4811;                    North         East     Units Scale Factor Converg.
 AB4811;SPC CO N     -   470,207.318 1,142,055.019   MT  1.00000139   +1 44 35.2
 AB4811;SPC CO N     - 1,542,671.84  3,746,892.17   sFT  1.00000139   +1 44 35.2
 AB4811;UTM  13      - 4,517,972.418   685,420.877   MT  1.00002319   +1 26 10.4
 AB4811
 AB4811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4811!SPC CO N     -   0.99981678  x   1.00000139  =   0.99981817
 AB4811!UTM  13      -   0.99981678  x   1.00002319  =   0.99983996
 AB4811
 AB4811                          SUPERSEDED SURVEY CONTROL
 AB4811
 AB4811  ELLIP H (10/08/96) 1168.27   (m)                       GP(       ) 1 1
 AB4811  ELLIP H (07/08/96) 1168.51   (m)                       GP(       ) 1 1
 AB4811
 AB4811.Superseded values are not recommended for survey control.
 AB4811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4811.See file dsdata.txt to determine how the superseded data were derived.
 AB4811
 AB4811_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF8542117972(NAD 83)
 AB4811_MARKER: DB = BENCH MARK DISK
 AB4811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4811_STAMPING: JB 55 1949
 AB4811_MARK LOGO: USGS  
 AB4811_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4811+STABILITY: SURFACE MOTION
 AB4811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4811+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4811
 AB4811  HISTORY     - Date     Condition        Report By
 AB4811  HISTORY     - 1988     MONUMENTED       USGS
 AB4811  HISTORY     - 1995     GOOD             CODOT
 AB4811
 AB4811                          STATION DESCRIPTION
 AB4811
 AB4811'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1995
 AB4811'STATION IS LOCATED ABOUT 4.5 MILES (7.2 KM) SOUTH OF CROOK, IN STATE
 AB4811'RIGHT OF WAY, IN THE NW 1/4 SEC.  2, T.  9 N., R.  49 W.  TO REACH
 AB4811'FROM EXIT 149 OF I- 76, GO SOUTH ON SH 55 (FROM THE CENTERLINE OF
 AB4811'I-76) FOR 2.3 MILES (3.7 KM) TO THE STATION ON THE LEFT (EAST).
 AB4811'STATION MARK IS A USGS BRASS CAP IN A CONCRETE MONUMENT, 36 FT (11.0
 AB4811'M) EAST OF SH 55, 44 FT (13.4 M) SOUTH OF A DIRT ROAD LEADING EAST, 15
 AB4811'FT (4.6 M) SOUTH OF A FENCE CORNER AND 3 FT (0.9 M) NORTH OF A
 AB4811'FIBERGLASS WITNESS POST (NOAA).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9834 ***********************************************************************
 AG9834  DESIGNATION -  JB 9 4680
 AG9834  PID         -  AG9834
 AG9834  STATE/COUNTY-  CO/MORGAN
 AG9834  USGS QUAD   -  HOYT (1978)
 AG9834
 AG9834                         *CURRENT SURVEY CONTROL
 AG9834  ___________________________________________________________________
 AG9834* NAD 83(1992)-  40 04 24.42067(N)    104 00 15.72780(W)     ADJUSTED  
 AG9834* NAVD 88     -      1427.3    (meters)    4683.     (feet)  GPS OBS   
 AG9834  ___________________________________________________________________
 AG9834  X           -  -1,183,006.243 (meters)                     COMP
 AG9834  Y           -  -4,743,238.083 (meters)                     COMP
 AG9834  Z           -   4,085,136.196 (meters)                     COMP
 AG9834  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 AG9834  ELLIP HEIGHT-        1408.05  (meters)          (12/03/02) GPS OBS
 AG9834  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 AG9834
 AG9834  HORZ ORDER  -  FIRST
 AG9834  ELLP ORDER  -  FOURTH    CLASS II
 AG9834
 AG9834.The horizontal coordinates were established by GPS observations
 AG9834.and adjusted by the National Geodetic Survey in August 1998..
 AG9834
 AG9834.The orthometric height was determined by GPS observations and a
 AG9834.high-resolution geoid model.
 AG9834
 AG9834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9834
 AG9834.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9834
 AG9834.The ellipsoidal height was determined by GPS observations
 AG9834.and is referenced to NAD 83.
 AG9834
 AG9834.The geoid height was determined by GEOID03.
 AG9834
 AG9834;                    North         East     Units Scale Factor Converg.
 AG9834;SPC CO N     -   388,051.594 1,041,971.648   MT  0.99996161   +0 57 59.0
 AG9834;SPC CO N     - 1,273,132.60  3,418,535.32   sFT  0.99996161   +0 57 59.0
 AG9834;UTM  13      - 4,436,384.408   584,896.389   MT  0.99968872   +0 38 27.6
 AG9834
 AG9834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9834!SPC CO N     -   0.99977916  x   0.99996161  =   0.99974078
 AG9834!UTM  13      -   0.99977916  x   0.99968872  =   0.99946795
 AG9834
 AG9834                          SUPERSEDED SURVEY CONTROL
 AG9834
 AG9834  ELLIP H (08/11/98) 1408.09   (m)                       GP(       ) 4 1
 AG9834
 AG9834.Superseded values are not recommended for survey control.
 AG9834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9834.See file dsdata.txt to determine how the superseded data were derived.
 AG9834
 AG9834_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE8489636384(NAD 83)
 AG9834_MARKER: DB = BENCH MARK DISK
 AG9834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9834_STAMPING: JB 9 4680 1948
 AG9834_MARK LOGO: USGS  
 AG9834_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AG9834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9834+STABILITY: SURFACE MOTION
 AG9834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9834+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AG9834
 AG9834  HISTORY     - Date     Condition        Report By
 AG9834  HISTORY     - 1997     MONUMENTED       NGS
 AG9834
 AG9834                          STATION DESCRIPTION
 AG9834
 AG9834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AG9834'THE STATION IS LOCATED ABOUT 11.5 MI (18.5 KM) SOUTH-SOUTHEAST OF
 AG9834'WIGGINS, 5.5 MI (8.9 KM) NORTHEAST OF HOYT AND 0.5 MI (0.8 KM) EAST OF
 AG9834'BIJOU CREEK, IN THE NORTHEAST 1/4 OF SECTION 8, T 1 N, R 59 W.
 AG9834'OWNERSHIP--MORGAN COUNTY RIGHT-OF-WAY  TO REACH THE STATION FROM THE
 AG9834'INTERSECTION OF INTERSTATE 76 AND STATE HIGHWAY 52, EXIT 64, GO SOUTH
 AG9834'ON STATE HIGHWAY 52 FOR 11.85 MI (19.07 KM) TO THE INTERSECTION OF
 AG9834'COUNTY ROAD F GOING EAST AND STATE HIGHWAY 52 GOING WEST AND COUNTY
 AG9834'ROAD 5 GOING SOUTH.  TURN LEFT, EAST, ON COUNTY ROAD F FOR 2.8 MI (4.5
 AG9834'KM) TO THE STATION ON THE RIGHT, JUST EAST OF A PRIVATE ROAD GOING
 AG9834'SOUTH TO A HOUSE  THE MARK IS A STANDARD DISK SET IN A SQUARE 10 CM
 AG9834'CONCRETE POST PROJECTING 4 CM ABOVE THE GROUND.  IT IS 21.2 SOUTH FROM
 AG9834'A POWER POLE FROM MORGAN COUNTY ELECTRIC ASSOC.  NUMBER 10111, 9.8 M
 AG9834'(32.2 FT) SOUTH FROM THE CENTER OF AN ASPHALT ROAD, 6.1 M (20.0 FT)
 AG9834'EAST FROM THE CENTER OF A ROAD TO THE SOUTH GOING TO A FARM HOUSE, 4.9
 AG9834'M (16.1 FT) WEST FROM A FENCE BRACE POST, 0.95 M (3.12 FT)
 AG9834'EAST-NORTHEAST FROM A POWER POLE WITH A USGS TAG ON IT AND A MORGAN
 AG9834'COUNTY ELECTRIC ASSOC.  NUMBER 56080, 0.6 M (2.0 FT) WEST FROM A
 AG9834'WITNESS POST, 0.2 M (0.7 FT) NORTH FROM A FENCE AND ABOUT 45 CM ABOVE
 AG9834'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4847 ***********************************************************************
 AB4847  DESIGNATION -  JBUDIN
 AB4847  PID         -  AB4847
 AB4847  STATE/COUNTY-  CO/LOGAN
 AB4847  USGS QUAD   -  STONEHAM NE (1977)
 AB4847
 AB4847                         *CURRENT SURVEY CONTROL
 AB4847  ___________________________________________________________________
 AB4847* NAD 83(1992)-  40 44 44.96501(N)    103 33 25.15218(W)     ADJUSTED  
 AB4847* NAVD 88     -      1339.9    (meters)    4396.     (feet)  GPS OBS   
 AB4847  ___________________________________________________________________
 AB4847  X           -  -1,134,570.577 (meters)                     COMP
 AB4847  Y           -  -4,705,205.233 (meters)                     COMP
 AB4847  Z           -   4,141,941.326 (meters)                     COMP
 AB4847  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 AB4847  ELLIP HEIGHT-        1320.75  (meters)          (12/03/02) GPS OBS
 AB4847  GEOID HEIGHT-         -19.13  (meters)                     GEOID03
 AB4847
 AB4847  HORZ ORDER  -  FIRST
 AB4847  ELLP ORDER  -  FOURTH    CLASS II
 AB4847
 AB4847.The horizontal coordinates were established by GPS observations
 AB4847.and adjusted by the National Geodetic Survey in July 1996..
 AB4847
 AB4847.The orthometric height was determined by GPS observations and a
 AB4847.high-resolution geoid model.
 AB4847
 AB4847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4847
 AB4847.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4847
 AB4847.The ellipsoidal height was determined by GPS observations
 AB4847.and is referenced to NAD 83.
 AB4847
 AB4847.The geoid height was determined by GEOID03.
 AB4847
 AB4847;                    North         East     Units Scale Factor Converg.
 AB4847;SPC CO N     -   463,433.066 1,078,489.906   MT  0.99999413   +1 15 19.6
 AB4847;SPC CO N     - 1,520,446.65  3,538,345.63   sFT  0.99999413   +1 15 19.6
 AB4847;UTM  13      - 4,511,543.138   621,826.573   MT  0.99978268   +0 56 31.1
 AB4847
 AB4847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4847!SPC CO N     -   0.99979286  x   0.99999413  =   0.99978700
 AB4847!UTM  13      -   0.99979286  x   0.99978268  =   0.99957559
 AB4847
 AB4847                          SUPERSEDED SURVEY CONTROL
 AB4847
 AB4847  ELLIP H (10/08/96) 1320.78   (m)                       GP(       ) 1 1
 AB4847  ELLIP H (07/08/96) 1321.03   (m)                       GP(       ) 1 1
 AB4847
 AB4847.Superseded values are not recommended for survey control.
 AB4847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4847.See file dsdata.txt to determine how the superseded data were derived.
 AB4847
 AB4847_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF2182711543(NAD 83)
 AB4847_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4847_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AB4847_STAMPING: JBUDIN 1995
 AB4847_MARK LOGO: NGS   
 AB4847_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AB4847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB4847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4847+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4847
 AB4847  HISTORY     - Date     Condition        Report By
 AB4847  HISTORY     - 1995     MONUMENTED       MSAM
 AB4847
 AB4847                          STATION DESCRIPTION
 AB4847
 AB4847'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 AB4847'STATION IS LOCATED ABOUT 21 MILES (33.8 KM) WEST OF PADRONI, ON THE
 AB4847'NORTH SIDE OF COUNTY ROAD 44, IN THE SE 1/4 OF SEC.  18 T.  9 N., R.
 AB4847'55 W.  TO REACH FROM THE POST OFFICE IN PADRONI, GO SOUTH ON COUNTY
 AB4847'ROAD 43 FOR 1.1 MILES (1.8 KM) TO COUNTY ROAD 46, GO WEST ON COUNTY
 AB4847'ROAD 46 FOR 5 MILES (8.0 KM) TO COUNTY ROAD 33, GO SOUTH ON COUNTY
 AB4847'ROAD 33 FOR 1 MILE (1.6 KM) TO COUNTY ROAD 44, GO WEST ON COUNTY ROAD
 AB4847'44 FOR 15.3 MILES (24.6 KM) TO THE STATION ON THE RIGHT (NORTH) .  THE
 AB4847'STATION IS A STANDARD DISK SET IN A MASS OF CONCRETE, IT IS 20 FT (6.1
 AB4847'M) NORTH OF THE CENTER OF COUNTY ROAD 44, 97 FT (29.6 M)
 AB4847'WEST-NORTHWEST OF THE WESTERLY FENCE POST AT THE BRACE POST
 AB4847'CONFIGURATION ON THE SOUTH SIDE OF COUNTY ROAD 44, 0.2 MILES (0.3 KM)
 AB4847'WEST OF A GAS LINE CROSSING COUNTY ROAD 44, MARKED WITH A FIBERGLASS
 AB4847'WITNESS POST (NOAA) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0521 ***********************************************************************
 HL0521  DESIGNATION -  JEFF
 HL0521  PID         -  HL0521
 HL0521  STATE/COUNTY-  CO/ARCHULETA
 HL0521  USGS QUAD   -  SERVICEBERRY MOUNTAIN (1984)
 HL0521
 HL0521                         *CURRENT SURVEY CONTROL
 HL0521  ___________________________________________________________________
 HL0521* NAD 83(1992)-  37 12 56.84705(N)    106 55 54.59627(W)     ADJUSTED  
 HL0521* NAVD 88     -      2479.7    (meters)    8135.     (feet)  VERTCON   
 HL0521  ___________________________________________________________________
 HL0521  LAPLACE CORR-           9.60  (seconds)                    DEFLEC99
 HL0521  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 HL0521
 HL0521  HORZ ORDER  -  FIRST
 HL0521
 HL0521.The horizontal coordinates were established by classical geodetic methods
 HL0521.and adjusted by the National Geodetic Survey in January 1993..
 HL0521
 HL0521.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0521
 HL0521.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0521
 HL0521.The geoid height was determined by GEOID03.
 HL0521
 HL0521;                    North         East     Units Scale Factor Converg.
 HL0521;SPC CO S     -   366,718.775   787,317.679   MT  1.00000323   -0 52 41.7
 HL0521;SPC CO S     - 1,203,143.18  2,583,058.09   sFT  1.00000323   -0 52 41.7
 HL0521;UTM  13      - 4,120,559.298   328,591.322   MT  0.99996194   -1 10 07.3
 HL0521
 HL0521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0521!SPC CO S     -   0.99961371  x   1.00000323  =   0.99961694
 HL0521!UTM  13      -   0.99961371  x   0.99996194  =   0.99957567
 HL0521
 HL0521|---------------------------------------------------------------------|
 HL0521| PID    Reference Object                     Distance      Geod. Az  |
 HL0521|                                                           dddmmss.s |
 HL0521| CM7513 JEFF RM 1                             8.258 METERS 15544     |
 HL0521| CM7512 JEFF AZ MK                                         2740619.7 |
 HL0521| CM7514 JEFF RM 2                             5.095 METERS 30130     |
 HL0521|---------------------------------------------------------------------|
 HL0521
 HL0521                          SUPERSEDED SURVEY CONTROL
 HL0521
 HL0521  NAD 83(1986)-  37 12 56.84576(N)    106 55 54.59972(W) AD(       ) 1
 HL0521  NAD 27      -  37 12 56.82290(N)    106 55 52.46840(W) AD(       ) 1
 HL0521  NGVD 29 (07/19/86) 2478.3    (m)         8131.     (f) VERT ANG       
 HL0521
 HL0521.Superseded values are not recommended for survey control.
 HL0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0521.See file dsdata.txt to determine how the superseded data were derived.
 HL0521
 HL0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB2859120559(NAD 83)
 HL0521_MARKER: DS = TRIANGULATION STATION DISK
 HL0521_SETTING: 0 = UNSPECIFIED SETTING
 HL0521
 HL0521  HISTORY     - Date     Condition        Report By
 HL0521  HISTORY     - 1958     MONUMENTED       CGS
 HL0521
 HL0521                          STATION DESCRIPTION
 HL0521
 HL0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 HL0521'STATION IS ON THE HIGHEST POINT OF THE MOST NORTHERN ONE
 HL0521'OF TWO BRUSH COVERED BUTTES ABOUT 1/4 MILE APART AND ABOUT
 HL0521'THE SAME ELEVATION.  IT IS 5 MILES SOUTHEAST OF PAGOSA SPRINGS,
 HL0521'3 MILES EAST OF U.S. HIGHWAY 84 AND 2-1/4 MILES NORTHWEST OF
 HL0521'THE FORK OF RITO BLANCO AND CABIN CREEKS.
 HL0521'
 HL0521'TO REACH FROM THE POST OFFICE IN PAGOSA SPRINGS, GO EASTERLY,
 HL0521'ON U.S. HIGHWAY 160 FOR 1.0 MILE TO THE JUNCTION OF U.S.
 HL0521'HIGHWAYS 160 AND 84, TURN RIGHT, SOUTHERLY ON U.S. HIGHWAY
 HL0521'84 FOR 4.5 MILE TO THE SUMMIT OF HIGHWAY PASS, CONTINUE
 HL0521'SOUTHERLY ON U.S. HIGHWAY 84 FOR 1.0 MILE TO A SIDE ROAD
 HL0521'LEFT AND WIRE GATE, TURN LEFT, EAST-NORTHEAST PASSING THROUGH
 HL0521'GATE ON DIM TRACK ROAD FOR 1.4 MILES TO A SMALL RESERVOIR,
 HL0521'(AZIMUTH MARK IS ON THE NORTHWEST BANK), PASS TO THE LEFT
 HL0521'OF RESERVOIR, EASTERLY AND PICK WAY STRAIGHT FOR BUTTE FOR
 HL0521'0.7 MILE TO A WIRE FENCE AND END OF TRUCK TRAVEL.  FROM HERE
 HL0521'PACK UP BUTTE TO THE HIGHEST POINT AND STATION.  ABOUT 1/2
 HL0521'HOUR PACK.
 HL0521'
 HL0521'STATION MARK IS A STANDARD DISK, STAMPED JEFF 1958, BRAZED TO
 HL0521'THE TOP OF A 2-INCH IRON PIPE PROJECTING PROJECTING 12 INCHES.
 HL0521'
 HL0521'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JEFF NO 1 1958,
 HL0521'BRAZED TO THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 12 INCHES.
 HL0521'IT IS ABOUT THE SAME ELEVATION AS THE STATION.
 HL0521'
 HL0521'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED JEFF NO 2 1958,
 HL0521'BRAZED TO THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 16
 HL0521'INCHES.  IT IS ABOUT 2 FEET LOWER THAN THE STATION MARK.
 HL0521'
 HL0521'AZIMUTH MARK IS A STANDARD DISK, STAMPED JEFF 1958, BRAZED
 HL0521'TO THE TOP OF 3 1/2-INCH IRON PIPE PROJECTING 12 INCHES.
 HL0521'IT IS 26 FEET NORTHWEST OF THE RESERVOIR EDGE.  A 4 IN X 4 IN
 HL0521'WHITE WITNESS POST WAS SET 2 FEET EAST OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1433 ***********************************************************************
 KK1433  DESIGNATION -  JEFFCO AZ MK
 KK1433  PID         -  KK1433
 KK1433  STATE/COUNTY-  CO/JEFFERSON
 KK1433  USGS QUAD   -  LAFAYETTE (1994)
 KK1433
 KK1433                         *CURRENT SURVEY CONTROL
 KK1433  ___________________________________________________________________
 KK1433* NAD 83(1992)-  39 54 06.44949(N)    105 05 44.13413(W)     ADJUSTED  
 KK1433* NAVD 88     -      1680.260  (meters)    5512.65   (feet)  ADJUSTED  
 KK1433  ___________________________________________________________________
 KK1433  X           -  -1,276,364.926 (meters)                     COMP
 KK1433  Y           -  -4,731,865.844 (meters)                     COMP
 KK1433  Z           -   4,070,693.342 (meters)                     COMP
 KK1433  LAPLACE CORR-         -12.00  (seconds)                    DEFLEC99
 KK1433  ELLIP HEIGHT-        1663.46  (meters)          (10/21/02) GPS OBS
 KK1433  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 KK1433  DYNAMIC HT  -        1678.651 (meters)    5507.37  (feet)  COMP
 KK1433  MODELED GRAV-     979,609.7   (mgal)                       NAVD 88
 KK1433
 KK1433  HORZ ORDER  -  FIRST
 KK1433  VERT ORDER  -  FIRST     CLASS II
 KK1433  ELLP ORDER  -  FIFTH     CLASS I
 KK1433
 KK1433.The horizontal coordinates were established by GPS observations
 KK1433.and adjusted by the National Geodetic Survey in June 2000..
 KK1433
 KK1433.The orthometric height was determined by differential leveling
 KK1433.and adjusted by the National Geodetic Survey in June 1991..
 KK1433
 KK1433.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK1433
 KK1433.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1433
 KK1433.The ellipsoidal height was determined by GPS observations
 KK1433.and is referenced to NAD 83.
 KK1433
 KK1433.The geoid height was determined by GEOID03.
 KK1433
 KK1433.The dynamic height is computed by dividing the NAVD 88
 KK1433.geopotential number by the normal gravity value computed on the
 KK1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1433.degrees latitude (g = 980.6199 gals.).
 KK1433
 KK1433.The modeled gravity was interpolated from observed gravity values.
 KK1433
 KK1433;                    North         East     Units Scale Factor Converg.
 KK1433;SPC CO C     -   534,502.856   948,986.187   MT  1.00003356   +0 15 18.2
 KK1433;SPC CO C     - 1,753,614.79  3,113,465.52   sFT  1.00003356   +0 15 18.2
 KK1433;SPC CO N     -   367,995.200   948,984.166   MT  0.99997528   +0 15 40.7
 KK1433;SPC CO N     - 1,207,330.92  3,113,458.88   sFT  0.99997528   +0 15 40.7
 KK1433;UTM  13      - 4,416,861.504   491,828.548   MT  0.99960082   -0 03 40.8
 KK1433
 KK1433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1433!SPC CO C     -   0.99973910  x   1.00003356  =   0.99977266
 KK1433!SPC CO N     -   0.99973910  x   0.99997528  =   0.99971439
 KK1433!UTM  13      -   0.99973910  x   0.99960082  =   0.99934003
 KK1433
 KK1433:                Primary Azimuth Mark                     Grid Az
 KK1433:SPC CO C     -  JEFFCO RESET                             352 17 12.6
 KK1433:SPC CO N     -  JEFFCO RESET                             352 16 50.1
 KK1433:UTM  13      -  JEFFCO RESET                             352 36 11.6
 KK1433
 KK1433|---------------------------------------------------------------------|
 KK1433| PID    Reference Object                     Distance      Geod. Az  |
 KK1433|                                                           dddmmss.s |
 KK1433| KK1432 JEFFCO RESET                        APPROX. 1.1 KM 3523230.8 |
 KK1433|---------------------------------------------------------------------|
 KK1433
 KK1433                          SUPERSEDED SURVEY CONTROL
 KK1433
 KK1433  ELLIP H (06/30/00) 1663.49   (m)                       GP(       ) 1 1
 KK1433  NAD 83(1992)-  39 54 09.66237(N)    105 05 44.68542(W) AD(       ) 2
 KK1433  NAD 83(1986)-  39 54 09.65772(N)    105 05 44.68323(W) AD(       ) 2
 KK1433  NAD 27      -  39 54 09.71123(N)    105 05 42.74185(W) AD(       ) 2
 KK1433  NAVD 88 (06/30/00) 1680.26   (m)         5512.7    (f) LEVELING    3  
 KK1433  NGVD 29 (??/??/??) 1679.332  (m)         5509.61   (f) ADJUSTED    1 2
 KK1433
 KK1433.Superseded values are not recommended for survey control.
 KK1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1433.See file dsdata.txt to determine how the superseded data were derived.
 KK1433
 KK1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE9182916862(NAD 83)
 KK1433_MARKER: DZ = AZIMUTH MARK DISK
 KK1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1433_SP_SET: CONCRETE POST
 KK1433_STAMPING: JEFFCO 1977
 KK1433_MARK LOGO: NGS   
 KK1433_PROJECTION: FLUSH
 KK1433_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 KK1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1433+STABILITY: SURFACE MOTION
 KK1433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1433+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1999
 KK1433
 KK1433  HISTORY     - Date     Condition        Report By
 KK1433  HISTORY     - 1977     MONUMENTED       NGS
 KK1433  HISTORY     - 19810912 GOOD             NGS
 KK1433  HISTORY     - 1984     GOOD             NGS
 KK1433  HISTORY     - 1986     GOOD             NGS
 KK1433  HISTORY     - 19990406 GOOD             NGS
 KK1433
 KK1433                          STATION DESCRIPTION
 KK1433
 KK1433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1433'THE STATION IS LOCATED ABOUT 0.9 MILE SOUTH OF THE
 KK1433'JUNCTION OF STATE HIGHWAYS 121 AND 128, 0.4 MILE SOUTH OF
 KK1433'THE ENTRANCE TO THE JEFFERSON COUNTY AIRPORT AND ON THE ROAD
 KK1433'RIGHT-OF-WAY.
 KK1433'
 KK1433'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 121
 KK1433'AND 128, ABOUT 0.5 MILE WEST OF BROOMFIELD, GO SOUTH ON
 KK1433'STATE HIGHWAY 121 FOR 0.9 MILE TO THE MARK ON THE LEFT, EAST
 KK1433'SIDE OF THE NORTHBOUND LANE OF THE HIGHWAY.
 KK1433'
 KK1433'STATION MARK, STAMPED---JEFFCO 1977---, IS A STANDARD AZIMUTH
 KK1433'MARK DISK SET IN THE TOP OF A 12-INCH
 KK1433'ROUND CONCRETE MONUMENT THAT IS FLUSH.  IT IS 119 FEET
 KK1433'EAST OF CENTER OF THE NORTHBOUND LANE OF THE HIGHWAY, 3 FEET
 KK1433'NORTHWEST OF A WITNESS POST, AND 1.3 FEET WEST OF A FENCE.
 KK1433'
 KK1433'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE MARK.
 KK1433'
 KK1433'HEIGHT OF LIGHT SHOWN WAS 1.3 METERS.
 KK1433
 KK1433                          STATION RECOVERY (1981)
 KK1433
 KK1433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 KK1433'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.  AN NEW GEODETIC
 KK1433'POSITION IS AVAILABLE AS A 100 METER (328.1 FT) BUST WAS FOUND IN THE
 KK1433'DISTANCE TO THE STATION MARK.  THE DIRECTION CHECKED TO PREVIOUS DATA.
 KK1433'THE LOCATION AND TO REACH WERE ADEQUATE TO FIND THE MARK.
 KK1433
 KK1433                          STATION RECOVERY (1984)
 KK1433
 KK1433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK1433'2.2 KM (1.35 MI) SOUTH FROM BROOMFIELD.
 KK1433'2.2 KM (1.35 MI) SOUTHERLY ALONG STATE HIGHWAY 121 FROM ITS JUNCTION
 KK1433'WITH U.S. HIGHWAY 287 IN BROOMFIELD, ALONG THE NORTH SLOPE OF A HILL,
 KK1433'60.0 METERS (196.8 FT) SOUTH OF THE CENTER OF A FIELD ENTRANCE,
 KK1433'41.0 METERS (134.5 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES
 KK1433'OF THE HIGHWAY, AND 0.3 METER (1.0 FT) WEST OF A FENCE.
 KK1433'THE MARK IS 0.8 METERS  NW FROM A WITNESS POST.
 KK1433'THE MARK IS 5.0 M ABOVE THE HIGHWAY.
 KK1433
 KK1433                          STATION RECOVERY (1986)
 KK1433
 KK1433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (MCG)
 KK1433'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 KK1433'THE MARK WAS RECOVERED IN GOOD CONDITION.
 KK1433
 KK1433                          STATION RECOVERY (1999)
 KK1433
 KK1433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 KK1433'THE STATION IS LOCATED ABOUT 1.2 MI (1.9 KM) SOUTH-SOUTHWEST OF
 KK1433'BROOMFIELD, 1 MI (1.6 KM) SOUTHEAST OF THE JEFFCO AIRPORT AND 0.9 MI
 KK1433'(1.4 KM) SOUTH OF THE JUNCTION OF STATE HIGHWAY 121 AND U.  S. HIGHWAY
 KK1433'36, IN THE SOUTHEAST 1/4 OF SECTION 3, T 2 S, R 69 W, AT STATE HIGHWAY
 KK1433'121 MILEPOST 24.95.  OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION
 KK1433'RIGHT-OF-WAY
 KK1433'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 121
 KK1433'(WADSWORTH BLVD.) AND U.S.  HIGHWAY 36 (BOULDER TURNPIKE) , JUST SOUTH
 KK1433'OF BROOMFIELD, GO SOUTH ON STATE HIGHWAY 121 FOR 1.05 MI (1.69 KM) TO
 KK1433'THE MARK ON THE LEFT, ON THE EAST SIDE OF THE NORTHBOUND LANES OF THE
 KK1433'HIGHWAY AND ON THE NORTH SLOPE OF A HILL
 KK1433'THE MARK IS A STANDARD AZIMUTH MARK DISK SET INTO THE TOP OF A ROUND
 KK1433'30 CM CONCRETE POST FLUSH WITH THE GROUND.  IT IS 60.0 M (196.8 FT)
 KK1433'SOUTH FROM THE CENTER OF A FIELD ENTRANCE, 41.0 M (134.5 FT) EAST FROM
 KK1433'THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.8 M (2.6 FT)
 KK1433'NORTHWEST FROM A WITNESS POST, 0.3 M (1.0 FT) WEST FROM A FENCE AND
 KK1433'ABOUT 5 M (16.4 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1432 ***********************************************************************
 KK1432  DESIGNATION -  JEFFCO RESET
 KK1432  PID         -  KK1432
 KK1432  STATE/COUNTY-  CO/JEFFERSON
 KK1432  USGS QUAD   -  LAFAYETTE (1994)
 KK1432
 KK1432                         *CURRENT SURVEY CONTROL
 KK1432  ___________________________________________________________________
 KK1432* NAD 83(1992)-  39 54 43.05405(N)    105 05 50.35674(W)     ADJUSTED  
 KK1432* NAVD 88     -      1694.016  (meters)    5557.78   (feet)  ADJUSTED  
 KK1432  ___________________________________________________________________
 KK1432  X           -  -1,276,321.740 (meters)                     COMP
 KK1432  Y           -  -4,731,138.095 (meters)                     COMP
 KK1432  Z           -   4,071,568.452 (meters)                     COMP
 KK1432  LAPLACE CORR-         -11.98  (seconds)                    DEFLEC99
 KK1432  ELLIP HEIGHT-        1677.27  (meters)          (10/21/02) GPS OBS
 KK1432  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 KK1432  DYNAMIC HT  -        1692.394 (meters)    5552.46  (feet)  COMP
 KK1432  MODELED GRAV-     979,608.9   (mgal)                       NAVD 88
 KK1432
 KK1432  HORZ ORDER  -  FIRST
 KK1432  VERT ORDER  -  FIRST     CLASS II
 KK1432  ELLP ORDER  -  FIFTH     CLASS I
 KK1432
 KK1432.The horizontal coordinates were established by GPS observations
 KK1432.and adjusted by the National Geodetic Survey in May 1996..
 KK1432
 KK1432.The orthometric height was determined by differential leveling
 KK1432.and adjusted by the National Geodetic Survey in June 1991..
 KK1432.WARNING-GPS observations at this control monument resulted in a GPS
 KK1432.derived orthometric height which differed from the leveled height by
 KK1432.more than one decimeter (0.1 meter).
 KK1432
 KK1432.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK1432
 KK1432.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1432
 KK1432.The ellipsoidal height was determined by GPS observations
 KK1432.and is referenced to NAD 83.
 KK1432
 KK1432.The geoid height was determined by GEOID03.
 KK1432
 KK1432.The dynamic height is computed by dividing the NAVD 88
 KK1432.geopotential number by the normal gravity value computed on the
 KK1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1432.degrees latitude (g = 980.6199 gals.).
 KK1432
 KK1432.The modeled gravity was interpolated from observed gravity values.
 KK1432
 KK1432;                    North         East     Units Scale Factor Converg.
 KK1432;SPC CO C     -   535,631.202   948,833.364   MT  1.00003606   +0 15 14.3
 KK1432;SPC CO C     - 1,757,316.70  3,112,964.13   sFT  1.00003606   +0 15 14.3
 KK1432;SPC CO N     -   369,123.462   948,831.230   MT  0.99997423   +0 15 36.7
 KK1432;SPC CO N     - 1,211,032.56  3,112,957.13   sFT  0.99997423   +0 15 36.7
 KK1432;UTM  13      - 4,417,990.187   491,682.022   MT  0.99960085   -0 03 44.8
 KK1432
 KK1432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1432!SPC CO C     -   0.99973694  x   1.00003606  =   0.99977299
 KK1432!SPC CO N     -   0.99973694  x   0.99997423  =   0.99971118
 KK1432!UTM  13      -   0.99973694  x   0.99960085  =   0.99933789
 KK1432
 KK1432:                Primary Azimuth Mark                     Grid Az
 KK1432:SPC CO C     -  BROOMFIELD GREEN TANK                    027 23 01.1
 KK1432:SPC CO N     -  BROOMFIELD GREEN TANK                    027 22 38.7
 KK1432:UTM  13      -  BROOMFIELD GREEN TANK                    027 42 00.2
 KK1432
 KK1432|---------------------------------------------------------------------|
 KK1432| PID    Reference Object                     Distance      Geod. Az  |
 KK1432|                                                           dddmmss.s |
 KK1432| KK2051 BROOMFIELD GREEN TANK               APPROX. 3.8 KM 0273815.4 |
 KK1432| KK1745 NORTHGLENN MUN TANK                 APPROX. 8.2 KM 1140841.6 |
 KK1432| KK1433 JEFFCO AZ MK                        APPROX. 1.1 KM 1723226.8 |
 KK1432| CP8324 JEFFCO RM 2                          10.748 METERS 17414     |
 KK1432| CP8323 JEFFCO RM 1                          10.279 METERS 35356     |
 KK1432| LL1409 ERIE ALEXANDER DAWSON SCH TANK      APPROX.16.9 KM 3564737.8 |
 KK1432|---------------------------------------------------------------------|
 KK1432
 KK1432                          SUPERSEDED SURVEY CONTROL
 KK1432
 KK1432  ELLIP H (05/15/96) 1677.29   (m)                       GP(       ) 3 1
 KK1432  NAD 83(1992)-  39 54 43.05416(N)    105 05 50.36276(W) AD(       ) 1
 KK1432  NAD 83(1986)-  39 54 43.04308(N)    105 05 50.35714(W) AD(       ) 1
 KK1432  NAVD 88 (05/15/96) 1694.02   (m)         5557.8    (f) LEVELING    3  
 KK1432  NGVD 29 (??/??/??) 1693.087  (m)         5554.74   (f) ADJUSTED    1 2
 KK1432
 KK1432.Superseded values are not recommended for survey control.
 KK1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1432.See file dsdata.txt to determine how the superseded data were derived.
 KK1432
 KK1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE9168217990(NAD 83)
 KK1432_MARKER: DH = HORIZONTAL CONTROL DISK
 KK1432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1432_SP_SET: CONCRETE POST
 KK1432_STAMPING: JEFFCO 1977 1980
 KK1432_MARK LOGO: NGS   
 KK1432_PROJECTION: FLUSH
 KK1432_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK1432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1432+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1999
 KK1432
 KK1432  HISTORY     - Date     Condition        Report By
 KK1432  HISTORY     - 1980     MONUMENTED       NGS
 KK1432  HISTORY     - 1981     GOOD             NGS
 KK1432  HISTORY     - 19811209 GOOD             NGS
 KK1432  HISTORY     - 1984     GOOD             NGS
 KK1432  HISTORY     - 1986     GOOD             NGS
 KK1432  HISTORY     - 19951202 GOOD             CHANCE
 KK1432  HISTORY     - 19990223 GOOD             NGS
 KK1432  HISTORY     - 19990406 GOOD             NGS
 KK1432
 KK1432                          STATION DESCRIPTION
 KK1432
 KK1432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 KK1432'STATION WAS RECOVERED AND OCCUPIED IN 1979, ALL MARKS WERE IN GOOD
 KK1432'CONDITION.  AT TIME OF PRESENT RECOVERY, STATION MARK AND BOTH
 KK1432'REFERENCE MARKS WERE NOTED TO BE COVERED BY FILL DIRT.  STATION MARK
 KK1432'WAS FOUND, A 12 INCH METAL PIPE, 3.7 FEET IN HEIGHT WAS PLACED OVER
 KK1432'THE ORIGINAL SURFACE MARK AND MARK RAISED TO SURFACE OF GROUND.  AN
 KK1432'8 INCH PIPE WAS PLACED OVER REFERENCE MARK NUMBER 2 AND RAISED TO
 KK1432'GROUND SURFACE.  REFERENCE MARK NUMBER 1 WAS NOT SEARCHED FOR BUT IS
 KK1432'PROBABLY STILL IN ITS ORIGINAL LOCATION UNDER ABOUT 4 FEET OF FILL
 KK1432'DIRT.  AZIMUTH MARK IS IN GOOD CONDITION.  A NEW REFERENCE MARK,
 KK1432'NUMBER 3 WAS ESTABLISHED AT THIS TIME.  DISTANCE AND DIRECTION TO
 KK1432'REFERENCE MARK 2 AND THE HORIZONTAL ANGLE BETWEEN THE NORTH GLENN
 KK1432'TANK AND THE AZIMUTH MARK COMPARED FAVORABLY WITH PREVIOUS DATA.  A
 KK1432'NEW JEFFERSON COUNTY AIRPORT TERMINAL BUILDING IS BEING CONSTRUCTED
 KK1432'ABOUT 0.05 MILES WEST OF THE STATION.
 KK1432'
 KK1432'STATION MARKS ARE STANDARD DISKS.  ORIGINAL SURFACE AND SUBSURFACE
 KK1432'DISKS ARE STAMPED--JEFFCO 1977--AND THE SURFACE DISK IS NOW ABOUT
 KK1432'3.7 FEET DEEP.  PRESENT SURFACE DISK IS STAMPED--JEFFCO 1977 1980--,
 KK1432'SET IN THE TOP OF A 12 INCH ROUND CONCRETE FILLED METAL PIPE FLUSH
 KK1432'WITH THE GROUND, 117 FEET WEST OF CENTER STATE HIGHWAY 121, 2.8 FEET
 KK1432'EAST OF A CONCRETE CURB, 2.2 FEET SOUTH OF A METAL WITNESS POST.
 KK1432'
 KK1432'REFERENCE MARK 2 SUBSURFACE DISK IS STAMPED--JEFFCO NO 2 1977--AND
 KK1432'IS ABOUT 3 FEET DEEP.  PRESENT SURFACE DISK IS STAMPED--JEFFCO 1977
 KK1432'NO 2 1980--, SET IN THE TOP OF AN 8 INCH ROUND METAL PIPE FLUSH WITH
 KK1432'THE GROUND, 117 FEET WEST OF CENTER HIGHWAY 121 SOUTHBOUND LANE.
 KK1432'
 KK1432'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED--JEFFCO 1977 NO 2
 KK1432'1980--, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 KK1432'GROUND, 77 FEET WEST OF CENTER HIGHWAY 121 SOUTHBOUND LANE, 1.8 FEET
 KK1432'EAST OF EAST EDGE OF A CONCRETE WALK AND ABOUT 5 FEET LOWER THAN
 KK1432'STATION MARK.
 KK1432'
 KK1432'AZIMUTH MARK IS A STANDARD DISK, STAMPED--JEFFCO 1977--, SET IN
 KK1432'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND, 119 FEET
 KK1432'EAST OF CENTER HIGHWAY 121 NORTHBOUND LANE, 3 FEET NORTHWEST OF A
 KK1432'METAL WITNESS POST, 1.3 FEET WEST OF A FENCE.
 KK1432'
 KK1432'DESCRIPTION OF HOW TO REACH STATION IS STILL ADEQUATE.
 KK1432
 KK1432                          STATION RECOVERY (1981)
 KK1432
 KK1432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RMM)
 KK1432'THE STATION MARK (STAMPED JEFFCO 1977 1980), RM 2 (STAMPED JEFFCO NO
 KK1432'2 1977 1980), AND THE AZIMUTH MARK (STAMPED JEFFCO 1977) WERE
 KK1432'RECOVERED IN GOOD CONDITION.  NO DESCRIPTION AVAILABLE.
 KK1432'
 KK1432'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SOUTHWEST OF
 KK1432'BROOMFIELD.
 KK1432
 KK1432                          STATION RECOVERY (1981)
 KK1432
 KK1432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 KK1432'THE STATION MARK, REFERENCE MARK 3 AND THE AZIMUTH MARK WERE RECOVERED
 KK1432'IN GOOD CONDITION.  REFERENCE MARK 2 SET IN 1980 WAS FOUND LOOSE IN
 KK1432'THE GROUND TO SUCH AN EXTENT THAT IT WAS DESTROYED.  THE ORIGINAL
 KK1432'REFERENCE MARKS 1 AND 2 ARE BURIED UNDER FILL DIRT.  TWO NEW REFERENCE
 KK1432'MARKS WERE SET AT THIS TIME AND NUMBERED 4 AND 5.  A CHECK WAS MADE OF
 KK1432'THE DISTANCE TO THE AZIMUTH MARK FROM THE STATION MARK AT THE REQUEST
 KK1432'OF THE JEFFERSON COUNTY MAPPING GROUP AND A 100 METER (328.1 FT) BUST
 KK1432'WAS FOUND AS MY DISTANCE CHECKED THEIRS.  THE DISTANCE AND DIRECTIONS
 KK1432'CHECKED WITHIN LIMITS WITH THE 1977 AND 1980 OBSERVATIONS.  THE
 KK1432'LOCATION AND TO REACH ARE ADEQUATE TO RECOVER THE STATION.  A NEW
 KK1432'BUILDING TO THE WEST OF THE STATION ABOUT 0.1 KM (0.05 MI) AND WHOSE
 KK1432'LAND REFERENCE MARKS 4 AND 5 ARE LOCATED ON, BELONGS TO, ROCKY
 KK1432'MOUNTAIN ENERGY, 10 LONGS PEAK DRIVE, P.O. BOX 2000, BROOMFIELD, CO.
 KK1432'80020.
 KK1432'REFERENCE MARK NO 4 IS A STANDARD NGS DISK STAMPED--JEFFCO 1977 NO 4
 KK1432'1981--, SET INTO THE TOP OF A CURB ON THE EASTSIDE OF A SHORT DEAD END
 KK1432'STREET.  LOCATED 3.5 METERS (11.5 FT) EAST FROM THE CENTER OF A PAVED
 KK1432'DEADEND STREET WEST OF STATION.  6.1 METERS (20.0 FT) NORTH FROM A
 KK1432'METAL WITNESS POST WITH SIGN.  7.5 METERS (24.6 FT) NORTH FROM THE END
 KK1432'OF THE STREET AND 1.0 FEET (0.3 M) HIGHER THAN THE STATION.
 KK1432'REFERENCE MARK NO 5 IS A STANDARD NGS DISK STAMPED--JEFFCO 1977 NO 5
 KK1432'1981--, SET INTO THE WESTSIDE OF A CONCRETE CURB OF A SHORT DEADEND
 KK1432'STREET.  LOCATED 7.9 METERS (25.9 FT) WEST FROM A METAL WITNESS POST
 KK1432'AND SIGN.  3.5 WEST FROM THE CENTER OF A DEADEND STREET WEST OF THE
 KK1432'STATION.  3.4 METERS (11.2 FT) NORTH FROM THE END OF THE STREET AND
 KK1432'1.0 FEET (0.3 M) HIGHER THAN THE STATION.
 KK1432'
 KK1432
 KK1432                          STATION RECOVERY (1984)
 KK1432
 KK1432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK1432'1.1 KM (0.7 MI) SOUTH FROM BROOMFIELD.
 KK1432'1.1 KM (0.7 MI) SOUTHERLY ALONG STATE HIGHWAY 121 FROM ITS JUNCTION
 KK1432'WITH U.S. HIGHWAY 287 IN BROOMFIELD, 0.4 KM (0.25 MI) NORTH OF THE
 KK1432'ENTRANCE TO THE JEFFCO AIRPORT, 99.0 METERS (324.8 FT) EAST OF THE
 KK1432'EAST FACE OF A STUCCO BUILDING, 28.5 METERS (93.5 FT) WEST OF THE
 KK1432'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, AND 0.3 METERS
 KK1432'(1.0 FT) EAST OF A FENCE.
 KK1432'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 KK1432'THE MARK IS 5.0 M ABOVE THE HIGHWAY.
 KK1432
 KK1432                          STATION RECOVERY (1986)
 KK1432
 KK1432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 (MCG)
 KK1432'THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED.
 KK1432'THE MARK WAS RECOVERED IN GOOD CONDITION.
 KK1432
 KK1432                          STATION RECOVERY (1995)
 KK1432
 KK1432'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (FND)
 KK1432'STATION AND REFERENCE MARKS NO. 4 AND NO. 5 WERE RECOVERED IN GOOD
 KK1432'CONDITION AS DESCRIBED.  A NEW DESCRIPTION FOLLOWS$THE STATION IS
 KK1432'LOCATED IN THE SOUTHERLY PART OF THE CITY OF BROOMFIELD, ABOUT 1 MI
 KK1432'(1.6 KM) EAST OF JEFFERSON COUNTY AIRPORT, 3.5 MI (5.6 KM)
 KK1432'NORTH-NORTHEAST OF STANLEY LAKE, 5 MI (8.0 KM) SOUTH-SOUTHEAST OF
 KK1432'LOUISVILLE, 6 MI (9.7 KM) EAST-NORTHEAST OF THE ROCKY FLATS
 KK1432'ENVIRONMENTAL TECHNOLOGY SITE, IN THE NORTHEAST 1/4 OF SECTION 3, T 2
 KK1432'S, R 69 W, 6TH P.M.  OWNERSHIP--COLORADO DEPARTMENT OF
 KK1432'TRANSPORTATION$TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 KK1432'HIGHWAY 36 AND WADSWORTH BYPASS (STATE HIGHWAY 121) , GO SOUTHWEST
 KK1432'ALONG WADSWORTH BYPASS (HIGHWAY 121) FOR 0.2 MI (0.3 KM) T0 THE
 KK1432'INTERSECTION WITH STATE HIGHWAY 128 ON THE RIGHT.  CONTINUE AHEAD AND
 KK1432'GO SOUTH ALONG WADSWORTH BYPASS (HIGHWAY 121) FOR 0.15 MI (0.24 KM) TO
 KK1432'THE STATION ON THE RIGHT.  FOR CLOSER ACCESS, CONTINUE AHEAD AND GO
 KK1432'SOUTH ALONG WADSWORTH BYPASS (HIGHWAY 121) FOR 0.2 MI (0.3 KM) TO THE
 KK1432'INTERSECTION WITH JEFFCO AIRPORT AVENUE ON THE RIGHT.  TURN RIGHT AND
 KK1432'GO WEST ALONG JEFFCO AIRPORT AVENUE FOR 0.1 MI (0.2 KM) TO THE
 KK1432'INTERSECTION WITH LONGS PEAK DRIVE ON THE RIGHT.  TURN RIGHT AND GO
 KK1432'NORTH, NORTHWEST, AND NORTH ALONG LONGS PEAK DRIVE FOR 0.4 MI (0.6 KM)
 KK1432'TO THE ENTRANCE TO BALL CORPORATION COLORADO ENGINEERING CENTER ON THE
 KK1432'RIGHT.  TURN RIGHT AND GO EAST ALONG THE DRIVEWAY FOR 0.1 MI (0.2 KM)
 KK1432'TO AN INTERSECTION WITH A DRIVEWAY ON THE RIGHT AT A SIGN FOR SHIPPING
 KK1432'AND RECEIVING AND THE WEST SIDE OF A PARKING LOT. TURN RIGHT AND GO
 KK1432'SOUTH ALONG THE DRIVEWAY FOR 0.05 MI (0.08 KM) TO AN ANGLE POINT LEFT.
 KK1432'TURN LEFT AND GO EAST ALONG THE DRIVEWAY, PASSING ALONG THE NORTH SIDE
 KK1432'OF THE BUILDING, FOR 0.15 MI (0.24 KM) TO AN INTERSECTION WITH A
 KK1432'NORTH-SOUTH DRIVE NEAR THE RIGHT-OF-WAY FENCE OF WADSWORTH BYPASS.
 KK1432'TURN RIGHT AND GO SOUTH ALONG THE DRIVE AND ALONG THE RIGHT-OF-WAY
 KK1432'FENCE FOR 0.03 MI (0.05 KM) TO THE END OF THE DRIVE AND THE STATION ON
 KK1432'THE LEFT$THE STATION MARK IS A STANDARD NGS HORIZONTAL CONTROL MARK
 KK1432'DISK STAMPED --JEFFCO 1977 1980-- SET IN THE TOP OF A CONCRETE POST
 KK1432'0.2 FT (6.1 CM) BELOW GROUND LEVEL.  IT IS 118 FT (36.0 M) WEST OF THE
 KK1432'CENTERLINE OF THE SOUTH-BOUND LANES OF WADSWORTH BYPASS, 15 FT (4.6 M)
 KK1432'EAST OF THE CENTERLINE OF THE DRIVEWAY, 1.7 FT (0.5 M) EAST OF THE
 KK1432'RIGHT-OF-WAY FENCE, 2.4 FT (0.7 M) NORTH OF THE BACK OF THE CONCRETE
 KK1432'CURB (PROJECTED EAST) AT THE SOUTH END OF THE DRIVEWAY, 29.9 FT (9.1
 KK1432'M) WEST OF THE WEST EDGE OF AN 8 FOOT (2.4 M) WIDE CONCRETE SIDEWALK,
 KK1432'2.3 FT (0.7 M) SOUTH OF A METAL WITNESS POST WITH SIGN, AND 3.9 FT
 KK1432'(1.2 M) NORTH OF A CARSONITE WITNESS POST$DESCRIBED BY F.N. DREXEL
 KK1432
 KK1432                          STATION RECOVERY (1999)
 KK1432
 KK1432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 KK1432'RECOVERED AS DESCRIBED.
 KK1432
 KK1432                          STATION RECOVERY (1999)
 KK1432
 KK1432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 KK1432'THE MARK WAS RECOVERED IN GOOD CONDITION AND THE 1995 DESCRIPTION IS
 KK1432'GOOD.  ADD- AT STATE HIGHWAY 121 MILEPOST 25.6.  ABOUT 6 M (19.7 FT)
 KK1432'ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4834 ***********************************************************************
 AB4834  DESIGNATION -  JEFFERIES
 AB4834  PID         -  AB4834
 AB4834  STATE/COUNTY-  CO/LOGAN
 AB4834  USGS QUAD   -  LEROY (1972)
 AB4834
 AB4834                         *CURRENT SURVEY CONTROL
 AB4834  ___________________________________________________________________
 AB4834* NAD 83(1992)-  40 33 17.43846(N)    102 57 08.84554(W)     ADJUSTED  
 AB4834* NAVD 88     -      1342.5    (meters)    4405.     (feet)  GPS OBS   
 AB4834  ___________________________________________________________________
 AB4834  X           -  -1,087,961.155 (meters)                     COMP
 AB4834  Y           -  -4,730,382.079 (meters)                     COMP
 AB4834  Z           -   4,125,848.761 (meters)                     COMP
 AB4834  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 AB4834  ELLIP HEIGHT-        1322.39  (meters)          (12/03/02) GPS OBS
 AB4834  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 AB4834
 AB4834  HORZ ORDER  -  FIRST
 AB4834  ELLP ORDER  -  FOURTH    CLASS II
 AB4834
 AB4834.The horizontal coordinates were established by GPS observations
 AB4834.and adjusted by the National Geodetic Survey in July 1996..
 AB4834
 AB4834.The orthometric height was determined by GPS observations and a
 AB4834.high-resolution geoid model.
 AB4834
 AB4834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4834
 AB4834.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4834
 AB4834.The ellipsoidal height was determined by GPS observations
 AB4834.and is referenced to NAD 83.
 AB4834
 AB4834.The geoid height was determined by GEOID03.
 AB4834
 AB4834;                    North         East     Units Scale Factor Converg.
 AB4834;SPC CO N     -   443,527.102 1,130,139.425   MT  0.99997090   +1 38 45.8
 AB4834;SPC CO N     - 1,455,138.50  3,707,799.10   sFT  0.99997090   +1 38 45.8
 AB4834;UTM  13      - 4,491,356.912   673,360.618   MT  0.99996995   +1 19 53.7
 AB4834
 AB4834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4834!SPC CO N     -   0.99979260  x   0.99997090  =   0.99976351
 AB4834!UTM  13      -   0.99979260  x   0.99996995  =   0.99976256
 AB4834
 AB4834                          SUPERSEDED SURVEY CONTROL
 AB4834
 AB4834  ELLIP H (10/08/96) 1322.42   (m)                       GP(       ) 1 1
 AB4834  ELLIP H (07/08/96) 1322.67   (m)                       GP(       ) 1 1
 AB4834
 AB4834.Superseded values are not recommended for survey control.
 AB4834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4834.See file dsdata.txt to determine how the superseded data were derived.
 AB4834
 AB4834_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE7336191357(NAD 83)
 AB4834_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4834_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AB4834_STAMPING: JEFFERIES 1995
 AB4834_MARK LOGO: NGS   
 AB4834_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AB4834_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB4834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4834+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4834
 AB4834  HISTORY     - Date     Condition        Report By
 AB4834  HISTORY     - 1995     MONUMENTED       MSAM
 AB4834
 AB4834                          STATION DESCRIPTION
 AB4834
 AB4834'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 AB4834'STATION IS LOCATED ABOUT 10.5 MILES (16.9 KM) SOUTHWEST OF FLEMING, IN
 AB4834'THE SOUTHEAST CORNER OF THE INTERSECTION OF COUNTY ROAD 67 AND COUNTY
 AB4834'ROAD 18, IN THE NW 1/4 OF SEC.  27, T.  7 N., R.  50 W.  TO REACH THE
 AB4834'STATION FROM THE POST OFFICE IN FLEMING, GO SOUTH ON COUNTY ROAD 79
 AB4834'FOR 8.7 MILES (14.0 KM) TO COUNTY ROAD 18, GO WEST ON COUNTY ROAD 18
 AB4834'FOR 6.1 MILES (9.8 KM) TO THE STATION ON THE LEFT (SOUTH) .  THE
 AB4834'STATION IS A STANDARD DISK SET IN A MASS OF CONCRETE, 24 FT (7.3 M)
 AB4834'EAST OF THE CENTER OF COUNTY ROAD 67, 38 FT (11.6 M) SOUTH OF THE
 AB4834'CENTER OF COUNTY ROAD 18, 3.4 FT (1.0 M) SOUTH OF A FIBERGLASS WITNESS
 AB4834'POST (NOAA) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0311 ***********************************************************************
 KM0311  DESIGNATION -  JEK 32 ET
 KM0311  PID         -  KM0311
 KM0311  STATE/COUNTY-  CO/GARFIELD
 KM0311  USGS QUAD   -  BAXTER PASS (1964)
 KM0311
 KM0311                         *CURRENT SURVEY CONTROL
 KM0311  ___________________________________________________________________
 KM0311* NAD 83(1992)-  39 36 52.51794(N)    108 59 34.84547(W)     ADJUSTED  
 KM0311* NAVD 88     -      2513.6    (meters)    8247.     (feet)  VERTCON   
 KM0311  ___________________________________________________________________
 KM0311  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 KM0311  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 KM0311
 KM0311  HORZ ORDER  -  THIRD
 KM0311
 KM0311.The horizontal coordinates were established by classical geodetic methods
 KM0311.and adjusted by the National Geodetic Survey in November 1997..
 KM0311
 KM0311.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0311
 KM0311.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0311
 KM0311.The geoid height was determined by GEOID03.
 KM0311
 KM0311;                    North         East     Units Scale Factor Converg.
 KM0311;SPC CO C     -   508,303.311   614,530.910   MT  0.99997602   -2 12 10.8
 KM0311;SPC CO C     - 1,667,658.45  2,016,173.49   sFT  0.99997602   -2 12 10.8
 KM0311;UTM  12      - 4,386,906.099   672,281.762   MT  0.99996543   +1 16 48.0
 KM0311
 KM0311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0311!SPC CO C     -   0.99960835  x   0.99997602  =   0.99958438
 KM0311!UTM  12      -   0.99960835  x   0.99996543  =   0.99957380
 KM0311
 KM0311:                Primary Azimuth Mark                     Grid Az
 KM0311:SPC CO C     -  3 114 X                                  263 48 30.9
 KM0311:UTM  12      -  3 114 X                                  260 19 32.1
 KM0311
 KM0311|---------------------------------------------------------------------|
 KM0311| PID    Reference Object                     Distance      Geod. Az  |
 KM0311|                                                           dddmmss.s |
 KM0311| KM0327 3 114 X                             APPROX. 3.2 KM 2613620.1 |
 KM0311|---------------------------------------------------------------------|
 KM0311
 KM0311                          SUPERSEDED SURVEY CONTROL
 KM0311
 KM0311  NAD 83(1992)-  39 36 52.49798(N)    108 59 34.82978(W) AD(       ) 3
 KM0311  NAD 83(1986)-  39 36 52.48900(N)    108 59 34.83043(W) AD(       ) 3
 KM0311  NAD 27      -  39 36 52.59673(N)    108 59 32.45512(W) AD(       ) 3
 KM0311  NGVD 29 (07/19/86) 2512.2    (m)         8242.     (f) VERT ANG       
 KM0311
 KM0311.Superseded values are not recommended for survey control.
 KM0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0311.See file dsdata.txt to determine how the superseded data were derived.
 KM0311
 KM0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ7228286906(NAD 83)
 KM0311_MARKER: DD = SURVEY DISK
 KM0311_SETTING: 80 = SET IN A BOULDER
 KM0311_SP_SET: PARTIALLY EXPOSED BOULDER
 KM0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0311+STABILITY: SURFACE MOTION
 KM0311
 KM0311  HISTORY     - Date     Condition        Report By
 KM0311  HISTORY     - 1966     MONUMENTED       USGS
 KM0311
 KM0311                          STATION DESCRIPTION
 KM0311
 KM0311'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0311'LOCATED ABOUT 33 MI. (AIRLINE) SE. OF RANGELY, COLORADO, ABOUT 2.5
 KM0311'MI. N. OF BAXTER PASS, ON A BRUSH COVERED TOP OF A RIDGE EXTENDING
 KM0311'N. AND S.
 KM0311'
 KM0311'STATION REACHED BY HELICOPTER.
 KM0311'
 KM0311'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED ---JEK 32 ET 1966---,
 KM0311'CEMENTED IN DRILL HOLE IN TOP OF BURIED BOULDER FLUSH WITH GROUND.
 KM0311'
 KM0311'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0310 ***********************************************************************
 KM0310  DESIGNATION -  JEK 36 ET
 KM0310  PID         -  KM0310
 KM0310  STATE/COUNTY-  CO/GARFIELD
 KM0310  USGS QUAD   -  BAXTER PASS (1964)
 KM0310
 KM0310                         *CURRENT SURVEY CONTROL
 KM0310  ___________________________________________________________________
 KM0310* NAD 83(1992)-  39 30 33.16288(N)    108 59 27.45297(W)     ADJUSTED  
 KM0310* NAVD 88     -      2419.9    (meters)    7939.     (feet)  VERTCON   
 KM0310  ___________________________________________________________________
 KM0310  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 KM0310  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 KM0310
 KM0310  HORZ ORDER  -  THIRD
 KM0310
 KM0310.The horizontal coordinates were established by classical geodetic methods
 KM0310.and adjusted by the National Geodetic Survey in November 1997..
 KM0310
 KM0310.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0310
 KM0310.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0310
 KM0310.The geoid height was determined by GEOID03.
 KM0310
 KM0310;                    North         East     Units Scale Factor Converg.
 KM0310;SPC CO C     -   496,605.997   614,257.656   MT  0.99996123   -2 12 06.2
 KM0310;SPC CO C     - 1,629,281.51  2,015,276.99   sFT  0.99996123   -2 12 06.2
 KM0310;UTM  12      - 4,375,213.803   672,719.367   MT  0.99996730   +1 16 42.5
 KM0310
 KM0310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0310!SPC CO C     -   0.99962306  x   0.99996123  =   0.99958431
 KM0310!UTM  12      -   0.99962306  x   0.99996730  =   0.99959037
 KM0310
 KM0310:                Primary Azimuth Mark                     Grid Az
 KM0310:SPC CO C     -  EAST PEAK                                313 34 14.1
 KM0310:UTM  12      -  EAST PEAK                                310 05 25.4
 KM0310
 KM0310|---------------------------------------------------------------------|
 KM0310| PID    Reference Object                     Distance      Geod. Az  |
 KM0310|                                                           dddmmss.s |
 KM0310| KM0326 EAST PEAK                           APPROX. 3.3 KM 3112207.9 |
 KM0310|---------------------------------------------------------------------|
 KM0310
 KM0310                          SUPERSEDED SURVEY CONTROL
 KM0310
 KM0310  NAD 83(1992)-  39 30 33.16051(N)    108 59 27.44730(W) AD(       ) 3
 KM0310  NAD 83(1986)-  39 30 33.14254(N)    108 59 27.45080(W) AD(       ) 3
 KM0310  NAD 27      -  39 30 33.23614(N)    108 59 25.06213(W) AD(       ) 3
 KM0310  NGVD 29 (07/19/86) 2418.6    (m)         7935.     (f) VERT ANG       
 KM0310
 KM0310.Superseded values are not recommended for survey control.
 KM0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0310.See file dsdata.txt to determine how the superseded data were derived.
 KM0310
 KM0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ7271975214(NAD 83)
 KM0310_MARKER: DD = SURVEY DISK
 KM0310_SETTING: 66 = SET IN ROCK OUTCROP
 KM0310_SP_SET: SET IN ROCK OUTCROP
 KM0310_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0310+STABILITY: POSITION/ELEVATION WELL
 KM0310
 KM0310  HISTORY     - Date     Condition        Report By
 KM0310  HISTORY     - 1966     MONUMENTED       USGS
 KM0310
 KM0310                          STATION DESCRIPTION
 KM0310
 KM0310'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 KM0310'LOCATED 19 MI. N. OF MACK, COLORADO, 12 MI. SW. OF BAXTER PASS IN
 KM0310'COLORADO, 1 MI. TO THE W. AND 3 MI. SE. OF HILL COW CAMP, ON A RIDGE
 KM0310'OVERLOOKING PRAIRIE CANYON.
 KM0310'
 KM0310'STATION REACHED BY HELICOPTER.
 KM0310'
 KM0310'STATION MARK--STANDARD TABLET, STAMPED ---JEK 36 ET 1966---, EMBEDDED
 KM0310'IN ROCK.
 KM0310'
 KM0310'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0554 ***********************************************************************
 LN0554  DESIGNATION -  JEK 4 ET
 LN0554  PID         -  LN0554
 LN0554  STATE/COUNTY-  CO/RIO BLANCO
 LN0554  USGS QUAD   -  MELLEN HILL (1962)
 LN0554
 LN0554                         *CURRENT SURVEY CONTROL
 LN0554  ___________________________________________________________________
 LN0554* NAD 83(1992)-  40 07 51.01433(N)    108 59 51.96495(W)     ADJUSTED  
 LN0554* NAVD 88     -      1785.5    (meters)    5858.     (feet)  VERTCON   
 LN0554  ___________________________________________________________________
 LN0554  LAPLACE CORR-           5.22  (seconds)                    DEFLEC99
 LN0554  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 LN0554
 LN0554  HORZ ORDER  -  THIRD
 LN0554
 LN0554.The horizontal coordinates were established by classical geodetic methods
 LN0554.and adjusted by the National Geodetic Survey in November 1997..
 LN0554
 LN0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0554
 LN0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0554
 LN0554.The geoid height was determined by GEOID03.
 LN0554
 LN0554;                    North         East     Units Scale Factor Converg.
 LN0554;SPC CO N     -   399,226.153   616,374.287   MT  0.99995902   -2 15 36.1
 LN0554;SPC CO N     - 1,309,794.47  2,022,221.31   sFT  0.99995902   -2 15 36.1
 LN0554;UTM  12      - 4,444,200.617   670,589.224   MT  0.99995825   +1 17 27.0
 LN0554
 LN0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0554!SPC CO N     -   0.99972258  x   0.99995902  =   0.99968161
 LN0554!UTM  12      -   0.99972258  x   0.99995825  =   0.99968084
 LN0554
 LN0554:                Primary Azimuth Mark                     Grid Az
 LN0554:SPC CO N     -  T8S R25E SECS 13 24 CC COLO              251 20 30.1
 LN0554:UTM  12      -  T8S R25E SECS 13 24 CC COLO              247 47 27.0
 LN0554
 LN0554|---------------------------------------------------------------------|
 LN0554| PID    Reference Object                     Distance      Geod. Az  |
 LN0554|                                                           dddmmss.s |
 LN0554| LN0631 T8S R25E SECS 13 24 CC COLO         APPROX. 4.9 KM 2490454.0 |
 LN0554|---------------------------------------------------------------------|
 LN0554
 LN0554                          SUPERSEDED SURVEY CONTROL
 LN0554
 LN0554  NAD 83(1992)-  40 07 50.99830(N)    108 59 51.95093(W) AD(       ) 3
 LN0554  NAD 83(1986)-  40 07 50.99774(N)    108 59 51.95071(W) AD(       ) 3
 LN0554  NAD 27      -  40 07 51.11536(N)    108 59 49.53603(W) AD(       ) 3
 LN0554  NGVD 29 (07/19/86) 1784.3    (m)         5854.     (f) VERT ANG       
 LN0554
 LN0554.Superseded values are not recommended for survey control.
 LN0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0554.See file dsdata.txt to determine how the superseded data were derived.
 LN0554
 LN0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK7058944201(NAD 83)
 LN0554_MARKER: DD = SURVEY DISK
 LN0554_SETTING: 66 = SET IN ROCK OUTCROP
 LN0554_SP_SET: SET IN ROCK OUTCROP
 LN0554_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0554+STABILITY: POSITION/ELEVATION WELL
 LN0554
 LN0554  HISTORY     - Date     Condition        Report By
 LN0554  HISTORY     - 1966     MONUMENTED       USGS
 LN0554
 LN0554                          STATION DESCRIPTION
 LN0554
 LN0554'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LN0554'LOCATED ABOUT 9 MI. NW. OF RANGELY AND 8 MI. S. OF DINOSAUR, COLORADO,
 LN0554'ABOUT 3 MI. S. OF INTERSECTION OF HIGHWAY 64 AND COUNTY RD. LEADING TO
 LN0554'BONANZA, UTAH, ON A TOP ON RAVEN RIDGE.
 LN0554'
 LN0554'TO REACH FROM DINOSAUR, COLORADO, GO S. ON STATE HIGHWAY 64 FOR 5.7
 LN0554'MI. TO RD. FORK (RD. GOING RIGHT IS COUNTY RD. TO BONANZA, UTAH),
 LN0554'TAKE COUNTY RD. AND GO 2.6 MI. TO RD. FORK, TAKE RD. TO THE LEFT 0.5
 LN0554'MI. TO ANOTHER RD. FORK, GO LEFT 0.9 MI. TO RD. INTERSECTION, GO LEFT
 LN0554'0.4 MI. TO DRAIN AND END OF TRUCK TRAVEL.  HIKE UP TO THE TOP (E.) AND
 LN0554'STATION, APPROXIMATELY A 15 MINUTE HIKE.
 LN0554'
 LN0554'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED ---JEK 4 ET 1966---,
 LN0554'CEMENTED IN ROCK.
 LN0554'
 LN0554'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8749 ***********************************************************************
 AH8749  DESIGNATION -  JESSE
 AH8749  PID         -  AH8749
 AH8749  STATE/COUNTY-  CO/HUERFANO
 AH8749  USGS QUAD   -  LA VETA PASS (1982)
 AH8749
 AH8749                         *CURRENT SURVEY CONTROL
 AH8749  ___________________________________________________________________
 AH8749* NAD 83(1992)-  37 35 34.27003(N)    105 11 04.91828(W)     ADJUSTED  
 AH8749* NAVD 88     -      2730.0    (meters)    8957.     (feet)  GPS OBS   
 AH8749  ___________________________________________________________________
 AH8749  X           -  -1,325,969.138 (meters)                     COMP
 AH8749  Y           -  -4,885,533.206 (meters)                     COMP
 AH8749  Z           -   3,871,390.664 (meters)                     COMP
 AH8749  LAPLACE CORR-          -6.14  (seconds)                    DEFLEC99
 AH8749  ELLIP HEIGHT-        2714.09  (meters)          (12/03/02) GPS OBS
 AH8749  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 AH8749
 AH8749  HORZ ORDER  -  FIRST
 AH8749  ELLP ORDER  -  FOURTH    CLASS II
 AH8749
 AH8749.The horizontal coordinates were established by GPS observations
 AH8749.and adjusted by the National Geodetic Survey in April 1999..
 AH8749
 AH8749.The orthometric height was determined by GPS observations and a
 AH8749.high-resolution geoid model.
 AH8749
 AH8749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8749
 AH8749.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8749
 AH8749.The ellipsoidal height was determined by GPS observations
 AH8749.and is referenced to NAD 83.
 AH8749
 AH8749.The geoid height was determined by GEOID03.
 AH8749
 AH8749;                    North         East     Units Scale Factor Converg.
 AH8749;SPC CO S     -   407,639.018   942,246.526   MT  0.99995422   +0 11 36.2
 AH8749;SPC CO S     - 1,337,395.68  3,091,353.81   sFT  0.99995422   +0 11 36.2
 AH8749;UTM  13      - 4,160,658.789   483,694.625   MT  0.99960327   -0 06 45.6
 AH8749
 AH8749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8749!SPC CO S     -   0.99957428  x   0.99995422  =   0.99952852
 AH8749!UTM  13      -   0.99957428  x   0.99960327  =   0.99917772
 AH8749
 AH8749                          SUPERSEDED SURVEY CONTROL
 AH8749
 AH8749  ELLIP H (04/26/99) 2714.07   (m)                       GP(       ) 4 2
 AH8749
 AH8749.Superseded values are not recommended for survey control.
 AH8749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8749.See file dsdata.txt to determine how the superseded data were derived.
 AH8749
 AH8749_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB8369560659(NAD 83)
 AH8749_MARKER: DH = HORIZONTAL CONTROL DISK
 AH8749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH8749_STAMPING: JESSE 1998
 AH8749_MARK LOGO: NGS   
 AH8749_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH8749+STABILITY: SURFACE MOTION
 AH8749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8749+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 AH8749
 AH8749  HISTORY     - Date     Condition        Report By
 AH8749  HISTORY     - 1998     MONUMENTED       NGS
 AH8749  HISTORY     - 20040925 GOOD             GEOCAC
 AH8749
 AH8749                          STATION DESCRIPTION
 AH8749
 AH8749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 AH8749'THE STATION IS LOCATED ABOUT 22 MI (35.4 KM) WEST OF WALSENBURG, 1 MI
 AH8749'(1.6 KM) SOUTHEAST OF LA VETA PASS AND 10 MI (16.1 KM) NORTHWEST OF LA
 AH8749'VITA, IN THE SOUTHEAST 1/4 OF SECTION 23, T 28 S, R 70 W, AT U. S.
 AH8749'HIGHWAY MILEPOST 160 MILEPOST 280.3.  OWNERSHIP--COLORADO DEPT. OF
 AH8749'TRANSPORTATION RIGHT-OF-WAY TO REACH THE STATION FROM THE INTERSECTION
 AH8749'OF U.  S.  HIGHWAY 160 AND STATE HIGHWAY 12 ABOUT 5 MI (8.0 KM)
 AH8749'NORTHEAST OF THE TOWN OF LA VETA, GO WEST ON U.  S.  HIGHWAY 160 FOR
 AH8749'13.5 MI (21.7 KM) TO THE STATION ON THE LEFT IN A ROAD CUT AREA THE
 AH8749'MARK IS A DISK SET INTO THE TOP OF A ROUND 15 CM CONCRETE POST FLUSH
 AH8749'WITH THE GROUND.  IT IS 36.0 M (118.1 FT) SOUTHWEST FROM THE CENTER
 AH8749'LINE OF U.  S.  HIGHWAY 160, 7.6 M (24.9 FT) EAST FROM A RIGHT-OF-WAY
 AH8749'FENCE, 1.9 M (6.2 FT) EAST FROM A WITNESS POST AND ABOUT 1 M (3.3 FT)
 AH8749'ABOVE THE HIGHWAY.
 AH8749
 AH8749                          STATION RECOVERY (2004)
 AH8749
 AH8749'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 AH8749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0127 ***********************************************************************
 LL0127  DESIGNATION -  JF 1
 LL0127  PID         -  LL0127
 LL0127  STATE/COUNTY-  CO/WELD
 LL0127  USGS QUAD   -  MASTERS (1975)
 LL0127
 LL0127                         *CURRENT SURVEY CONTROL
 LL0127  ___________________________________________________________________
 LL0127* NAD 83(1986)-  40 17 27.     (N)    104 14 42.     (W)     SCALED    
 LL0127* NAVD 88     -      1369.583  (meters)    4493.37   (feet)  ADJUSTED  
 LL0127  ___________________________________________________________________
 LL0127  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 LL0127  DYNAMIC HT  -        1368.446 (meters)    4489.64  (feet)  COMP
 LL0127  MODELED GRAV-     979,747.9   (mgal)                       NAVD 88
 LL0127
 LL0127  VERT ORDER  -  FIRST     CLASS II
 LL0127
 LL0127.The horizontal coordinates were scaled from a topographic map and have
 LL0127.an estimated accuracy of +/- 6 seconds.
 LL0127
 LL0127.The orthometric height was determined by differential leveling
 LL0127.and adjusted by the National Geodetic Survey in June 1991..
 LL0127
 LL0127.The geoid height was determined by GEOID03.
 LL0127
 LL0127.The dynamic height is computed by dividing the NAVD 88
 LL0127.geopotential number by the normal gravity value computed on the
 LL0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0127.degrees latitude (g = 980.6199 gals.).
 LL0127
 LL0127.The modeled gravity was interpolated from observed gravity values.
 LL0127
 LL0127;                    North         East    Units  Estimated Accuracy
 LL0127;SPC CO N     -   411,870.    1,021,110.      MT  (+/- 180 meters Scaled)
 LL0127
 LL0127                          SUPERSEDED SURVEY CONTROL
 LL0127
 LL0127  NGVD 29 (??/??/92) 1368.788  (m)         4490.77   (f) ADJ UNCH    1 2
 LL0127
 LL0127.Superseded values are not recommended for survey control.
 LL0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0127.See file dsdata.txt to determine how the superseded data were derived.
 LL0127
 LL0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE641603(NAD 83)
 LL0127_MARKER: DB = BENCH MARK DISK
 LL0127_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LL0127_SP_SET: HEADWALL
 LL0127_STAMPING: JF 1 1948 4491
 LL0127_MARK LOGO: USGS  
 LL0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0127+STABILITY: SURFACE MOTION
 LL0127
 LL0127  HISTORY     - Date     Condition        Report By
 LL0127  HISTORY     - 1948     MONUMENTED       USGS
 LL0127  HISTORY     - 1952     GOOD             NGS
 LL0127  HISTORY     - 1984     GOOD             NGS
 LL0127
 LL0127                          STATION DESCRIPTION
 LL0127
 LL0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 LL0127'1.2 MI S FROM MASTERS.
 LL0127'1.2 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE UNION PACIFIC
 LL0127'RAILROAD STATION AT MASTERS, AT A JUNCTION WITH U.S. HIGHWAY 34,
 LL0127'65.7 FEET EAST OF THE SOUTHEAST CORNER OF THE MASTERS STORE AND
 LL0127'SERVICE STATION, 63.3 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 LL0127'37 FEET WEST OF THE CENTER LINE OF A DIRT ROAD, SET IN THE TOP
 LL0127'OF THE NORTH HEADWALL OF AN 8 FOOT CONCRETE CULVERT OVER A
 LL0127'DRAINAGE DITCH.
 LL0127
 LL0127                          STATION RECOVERY (1984)
 LL0127
 LL0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0127'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  40.7 KM
 LL0127'(25.3 MI) EASTERLY ALONG U.S. HIGHWAY 34 FROM ITS JUNCTION WITH U.S.
 LL0127'HIGHWAY 85 IN GREELEY, OR 22.2 KM (13.8 MI) WESTERLY ALONG INTERSTATE
 LL0127'HIGHWAY 76 FROM ITS JUNCTION WITH STATE HIGHWAY 52 IN FORT MORGAN,
 LL0127'THENCE 18.4 KM (11.45 MI) WESTERLY ALONG U.S. HIGHWAY 34, AT THE
 LL0127'SMALL COMMUNITY OF MASTERS, IN TOP OF AND 0.5 M (2.0 FT) WEST OF THE
 LL0127'EAST END OF THE NORTH CONCRETE HEADWALL OF AN ABANDONED CULVERT, 27.4
 LL0127'M (89.9 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 18.3 M (60.0
 LL0127'FT) WEST OF THE CENTER OF A ROAD LEADING NORTH.
 LL0127'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0131 ***********************************************************************
 LL0131  DESIGNATION -  JF 2
 LL0131  PID         -  LL0131
 LL0131  STATE/COUNTY-  CO/WELD
 LL0131  USGS QUAD   -  DEARFIELD (1951)
 LL0131
 LL0131                         *CURRENT SURVEY CONTROL
 LL0131  ___________________________________________________________________
 LL0131* NAD 83(1986)-  40 17 36.     (N)    104 17 31.     (W)     SCALED    
 LL0131* NAVD 88     -      1376.165  (meters)    4514.97   (feet)  ADJUSTED  
 LL0131  ___________________________________________________________________
 LL0131  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 LL0131  DYNAMIC HT  -        1375.020 (meters)    4511.21  (feet)  COMP
 LL0131  MODELED GRAV-     979,745.4   (mgal)                       NAVD 88
 LL0131
 LL0131  VERT ORDER  -  FIRST     CLASS II
 LL0131
 LL0131.The horizontal coordinates were scaled from a topographic map and have
 LL0131.an estimated accuracy of +/- 6 seconds.
 LL0131
 LL0131.The orthometric height was determined by differential leveling
 LL0131.and adjusted by the National Geodetic Survey in June 1991..
 LL0131.WARNING-Repeat measurements at this control monument indicate possible
 LL0131.vertical movement.
 LL0131
 LL0131.The geoid height was determined by GEOID03.
 LL0131
 LL0131.The dynamic height is computed by dividing the NAVD 88
 LL0131.geopotential number by the normal gravity value computed on the
 LL0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0131.degrees latitude (g = 980.6199 gals.).
 LL0131
 LL0131.The modeled gravity was interpolated from observed gravity values.
 LL0131
 LL0131;                    North         East    Units  Estimated Accuracy
 LL0131;SPC CO N     -   412,090.    1,017,110.      MT  (+/- 180 meters Scaled)
 LL0131
 LL0131                          SUPERSEDED SURVEY CONTROL
 LL0131
 LL0131  NGVD 29 (??/??/92) 1375.392  (m)         4512.43   (f) ADJ UNCH    1 2
 LL0131
 LL0131.Superseded values are not recommended for survey control.
 LL0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0131.See file dsdata.txt to determine how the superseded data were derived.
 LL0131
 LL0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE601605(NAD 83)
 LL0131_MARKER: DB = BENCH MARK DISK
 LL0131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0131_SP_SET: CONCRETE POST
 LL0131_STAMPING: JF 2 1948 4513
 LL0131_MARK LOGO: USGS  
 LL0131_PROJECTION: FLUSH
 LL0131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0131+STABILITY: SURFACE MOTION
 LL0131
 LL0131  HISTORY     - Date     Condition        Report By
 LL0131  HISTORY     - 1948     MONUMENTED       USGS
 LL0131  HISTORY     - 1952     GOOD             NGS
 LL0131  HISTORY     - 1984     GOOD             NGS
 LL0131
 LL0131                          STATION DESCRIPTION
 LL0131
 LL0131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 LL0131'3.6 MI SW FROM MASTERS.
 LL0131'1.2 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE UNION PACIFIC
 LL0131'RAILROAD STATION AT MASTERS, THENCE 2.45 MILES WEST ALONG U.S.
 LL0131'HIGHWAY 34, AT A JUNCTION WITH A GRADED DIRT ROAD LEADING SOUTH,
 LL0131'90.4 FEET NORTH OF A POWER POLE, 60 FEET WEST OF THE CENTER LINE
 LL0131'OF A GRADED DIRT ROAD, 56 FEET SOUTH OF THE CENTER LINE OF THE
 LL0131'HIGHWAY, 54.8 FEET WEST OF THE WEST END OF A CATTLE GUARD, 1 FOOT
 LL0131'NORTH OF A WITNESS POST, 1 FOOT SOUTH OF A FENCE, SET IN THE TOP
 LL0131'OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
 LL0131
 LL0131                          STATION RECOVERY (1984)
 LL0131
 LL0131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0131'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  36.7 KM
 LL0131'(22.8 MI) EASTERLY ALONG U.S. HIGHWAY 34 FROM ITS JUNCTION WITH U.S.
 LL0131'HIGHWAY 85 IN GREELEY, 19.1 M (62.7 FT) SOUTH OF THE CENTERLINE OF
 LL0131'THE HIGHWAY, 18.5 M (60.7 FT) WEST OF THE CENTER OF COUNTY ROAD 386
 LL0131'LEADING SOUTH TO KRAUSE RANCH, AND 0.3 M (1.0 FT) SOUTH OF A FENCE.
 LL0131'THE MARK IS 0.6 METERS  W FROM  A WITNESS POST
 LL0131'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0134 ***********************************************************************
 LL0134  DESIGNATION -  JF 4
 LL0134  PID         -  LL0134
 LL0134  STATE/COUNTY-  CO/WELD
 LL0134  USGS QUAD   -  DEARFIELD (1951)
 LL0134
 LL0134                         *CURRENT SURVEY CONTROL
 LL0134  ___________________________________________________________________
 LL0134* NAD 83(1986)-  40 15 02.     (N)    104 18 04.     (W)     SCALED    
 LL0134* NAVD 88     -      1394.803  (meters)    4576.12   (feet)  ADJUSTED  
 LL0134  ___________________________________________________________________
 LL0134  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 LL0134  DYNAMIC HT  -        1393.634 (meters)    4572.28  (feet)  COMP
 LL0134  MODELED GRAV-     979,738.5   (mgal)                       NAVD 88
 LL0134
 LL0134  VERT ORDER  -  SECOND    CLASS 0
 LL0134
 LL0134.The horizontal coordinates were scaled from a topographic map and have
 LL0134.an estimated accuracy of +/- 6 seconds.
 LL0134
 LL0134.The orthometric height was determined by differential leveling
 LL0134.and adjusted by the National Geodetic Survey in June 1991..
 LL0134
 LL0134.The geoid height was determined by GEOID03.
 LL0134
 LL0134.The dynamic height is computed by dividing the NAVD 88
 LL0134.geopotential number by the normal gravity value computed on the
 LL0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0134.degrees latitude (g = 980.6199 gals.).
 LL0134
 LL0134.The modeled gravity was interpolated from observed gravity values.
 LL0134
 LL0134;                    North         East    Units  Estimated Accuracy
 LL0134;SPC CO N     -   407,330.    1,016,400.      MT  (+/- 180 meters Scaled)
 LL0134
 LL0134                          SUPERSEDED SURVEY CONTROL
 LL0134
 LL0134  NGVD 29 (??/??/92) 1393.998  (m)         4573.48   (f) ADJ UNCH    2 0
 LL0134
 LL0134.Superseded values are not recommended for survey control.
 LL0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0134.See file dsdata.txt to determine how the superseded data were derived.
 LL0134
 LL0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE594558(NAD 83)
 LL0134_MARKER: DD = SURVEY DISK
 LL0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0134_STAMPING: J F 4 1948 4574
 LL0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0134+STABILITY: SURFACE MOTION
 LL0134
 LL0134  HISTORY     - Date     Condition        Report By
 LL0134  HISTORY     - 1948     MONUMENTED       USGS
 LL0134  HISTORY     - 1952     GOOD             NGS
 LL0134
 LL0134                          STATION DESCRIPTION
 LL0134
 LL0134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 LL0134'6.7 MI SW FROM MASTERS.
 LL0134'1.2 MILES SOUTH ALONG A GRADED DIRT ROAD FROM THE UNION PACIFIC
 LL0134'RAILROAD STATION AT MASTERS, THENCE 2.45 MILES WEST ALONG U.S.
 LL0134'HIGHWAY 34, THENCE 3.05 MILES SOUTH ALONG A GRADED DIRT ROAD, AT THE
 LL0134'F QUARTER CIRCLE RANCH, 90 FEET WEST OF THE NORTHWEST CORNER OF
 LL0134'A GROVE OF TREES, 29 FEET SOUTH OF THE EXTENDED CENTER LINE OF A
 LL0134'PRIVATE TRACK ROAD LEADING EAST, 36 FEET SOUTH OF A POWER POLE, 31
 LL0134'FEET WEST OF THE CENTER LINE OF THE GRADED DIRT ROAD, 25 FEET WEST OF
 LL0134'THE WEST END OF A CATTLE GUARD, 10.7 FEET SOUTH OF A FENCE CORNER,
 LL0134'1.6 FEET WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 LL0134'PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0137 ***********************************************************************
 LL0137  DESIGNATION -  JF 6
 LL0137  PID         -  LL0137
 LL0137  STATE/COUNTY-  CO/WELD
 LL0137  USGS QUAD   -  ROGGEN (1978)
 LL0137
 LL0137                         *CURRENT SURVEY CONTROL
 LL0137  ___________________________________________________________________
 LL0137* NAD 83(1986)-  40 13 01.     (N)    104 19 20.     (W)     SCALED    
 LL0137* NAVD 88     -      1411.495  (meters)    4630.88   (feet)  ADJUSTED  
 LL0137  ___________________________________________________________________
 LL0137  GEOID HEIGHT-         -18.94  (meters)                     GEOID03
 LL0137  DYNAMIC HT  -        1410.302 (meters)    4626.97  (feet)  COMP
 LL0137  MODELED GRAV-     979,731.1   (mgal)                       NAVD 88
 LL0137
 LL0137  VERT ORDER  -  SECOND    CLASS 0
 LL0137
 LL0137.The horizontal coordinates were scaled from a topographic map and have
 LL0137.an estimated accuracy of +/- 6 seconds.
 LL0137
 LL0137.The orthometric height was determined by differential leveling
 LL0137.and adjusted by the National Geodetic Survey in June 1991..
 LL0137
 LL0137.The geoid height was determined by GEOID03.
 LL0137
 LL0137.The dynamic height is computed by dividing the NAVD 88
 LL0137.geopotential number by the normal gravity value computed on the
 LL0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0137.degrees latitude (g = 980.6199 gals.).
 LL0137
 LL0137.The modeled gravity was interpolated from observed gravity values.
 LL0137
 LL0137;                    North         East    Units  Estimated Accuracy
 LL0137;SPC CO N     -   403,570.    1,014,650.      MT  (+/- 180 meters Scaled)
 LL0137
 LL0137                          SUPERSEDED SURVEY CONTROL
 LL0137
 LL0137  NGVD 29 (??/??/92) 1410.684  (m)         4628.22   (f) ADJ UNCH    2 0
 LL0137
 LL0137.Superseded values are not recommended for survey control.
 LL0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0137.See file dsdata.txt to determine how the superseded data were derived.
 LL0137
 LL0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE576520(NAD 83)
 LL0137_MARKER: DD = SURVEY DISK
 LL0137_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0137_SP_SET: HEADWALL
 LL0137_STAMPING: J F 6 1948 4628
 LL0137_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0137
 LL0137  HISTORY     - Date     Condition        Report By
 LL0137  HISTORY     - 1948     MONUMENTED       USGS
 LL0137  HISTORY     - 1952     GOOD             NGS
 LL0137
 LL0137                          STATION DESCRIPTION
 LL0137
 LL0137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 LL0137'5.2 MI NE FROM ROGGEN.
 LL0137'0.95 MILE EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE AT ROGGEN,
 LL0137'THENCE 1.35 MILES NORTH ALONG A GRAVELED ROAD, THENCE 2.85 MILES
 LL0137'NORTHEAST ALONG A GRAVELED ROAD, 0.25 MILE NORTHEAST OF A CATTLE
 LL0137'GUARD, 71 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, AT THE
 LL0137'NORTHEAST END OF A SMALL STOCK POND, 10 FEET SOUTHWEST OF THE
 LL0137'CENTER LINE OF A DIRT ROAD, 96 FEET SOUTHWEST OF A SMALL LONE
 LL0137'WILLOW TREE, SET IN THE TOP OF THE SOUTHEAST HEADWALL OF THE
 LL0137'HEADGATE OF AN OLD IRRIGATION DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0139 ***********************************************************************
 LL0139  DESIGNATION -  JF 7
 LL0139  PID         -  LL0139
 LL0139  STATE/COUNTY-  CO/WELD
 LL0139  USGS QUAD   -  ROGGEN (1978)
 LL0139
 LL0139                         *CURRENT SURVEY CONTROL
 LL0139  ___________________________________________________________________
 LL0139* NAD 83(1986)-  40 11 47.     (N)    104 20 19.     (W)     SCALED    
 LL0139* NAVD 88     -      1422.205  (meters)    4666.02   (feet)  ADJUSTED  
 LL0139  ___________________________________________________________________
 LL0139  GEOID HEIGHT-         -18.91  (meters)                     GEOID03
 LL0139  DYNAMIC HT  -        1420.996 (meters)    4662.05  (feet)  COMP
 LL0139  MODELED GRAV-     979,726.1   (mgal)                       NAVD 88
 LL0139
 LL0139  VERT ORDER  -  SECOND    CLASS 0
 LL0139
 LL0139.The horizontal coordinates were scaled from a topographic map and have
 LL0139.an estimated accuracy of +/- 6 seconds.
 LL0139
 LL0139.The orthometric height was determined by differential leveling
 LL0139.and adjusted by the National Geodetic Survey in June 1991..
 LL0139
 LL0139.The geoid height was determined by GEOID03.
 LL0139
 LL0139.The dynamic height is computed by dividing the NAVD 88
 LL0139.geopotential number by the normal gravity value computed on the
 LL0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0139.degrees latitude (g = 980.6199 gals.).
 LL0139
 LL0139.The modeled gravity was interpolated from observed gravity values.
 LL0139
 LL0139;                    North         East    Units  Estimated Accuracy
 LL0139;SPC CO N     -   401,270.    1,013,290.      MT  (+/- 180 meters Scaled)
 LL0139
 LL0139                          SUPERSEDED SURVEY CONTROL
 LL0139
 LL0139  NGVD 29 (??/??/92) 1421.387  (m)         4663.33   (f) ADJ UNCH    2 0
 LL0139
 LL0139.Superseded values are not recommended for survey control.
 LL0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0139.See file dsdata.txt to determine how the superseded data were derived.
 LL0139
 LL0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE562497(NAD 83)
 LL0139_MARKER: DD = SURVEY DISK
 LL0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0139_STAMPING: J F 7 1948 4663
 LL0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0139+STABILITY: SURFACE MOTION
 LL0139
 LL0139  HISTORY     - Date     Condition        Report By
 LL0139  HISTORY     - 1948     MONUMENTED       USGS
 LL0139  HISTORY     - 1952     GOOD             NGS
 LL0139
 LL0139                          STATION DESCRIPTION
 LL0139
 LL0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 LL0139'3.5 MI NE FROM ROGGEN.
 LL0139'0.95 MILE EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE AT ROGGEN,
 LL0139'THENCE 1.35 MILES NORTH ALONG A GRAVELED ROAD, THENCE 1.2 MILES
 LL0139'NORTHEAST ALONG A GRAVELED ROAD, 61 FEET WEST OF THE CENTER LINE OF
 LL0139'A GRAVELED ROAD, 54 FEET WEST OF THE WEST END OF A CATTLE GUARD, 1
 LL0139'FOOT SOUTH OF A FENCE, 1.2 FEET NORTH OF A WITNESS POST, SET IN
 LL0139'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0141 ***********************************************************************
 LL0141  DESIGNATION -  JF 8
 LL0141  PID         -  LL0141
 LL0141  STATE/COUNTY-  CO/WELD
 LL0141  USGS QUAD   -  ROGGEN (1978)
 LL0141
 LL0141                         *CURRENT SURVEY CONTROL
 LL0141  ___________________________________________________________________
 LL0141* NAD 83(1986)-  40 11 21.     (N)    104 21 26.     (W)     SCALED    
 LL0141* NAVD 88     -      1427.252  (meters)    4682.58   (feet)  ADJUSTED  
 LL0141  ___________________________________________________________________
 LL0141  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 LL0141  DYNAMIC HT  -        1426.034 (meters)    4678.58  (feet)  COMP
 LL0141  MODELED GRAV-     979,722.9   (mgal)                       NAVD 88
 LL0141
 LL0141  VERT ORDER  -  SECOND    CLASS 0
 LL0141
 LL0141.The horizontal coordinates were scaled from a topographic map and have
 LL0141.an estimated accuracy of +/- 6 seconds.
 LL0141
 LL0141.The orthometric height was determined by differential leveling
 LL0141.and adjusted by the National Geodetic Survey in June 1991..
 LL0141
 LL0141.The geoid height was determined by GEOID03.
 LL0141
 LL0141.The dynamic height is computed by dividing the NAVD 88
 LL0141.geopotential number by the normal gravity value computed on the
 LL0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0141.degrees latitude (g = 980.6199 gals.).
 LL0141
 LL0141.The modeled gravity was interpolated from observed gravity values.
 LL0141
 LL0141;                    North         East    Units  Estimated Accuracy
 LL0141;SPC CO N     -   400,450.    1,011,710.      MT  (+/- 180 meters Scaled)
 LL0141
 LL0141                          SUPERSEDED SURVEY CONTROL
 LL0141
 LL0141  NGVD 29 (??/??/92) 1426.431  (m)         4679.88   (f) ADJ UNCH    2 0
 LL0141
 LL0141.Superseded values are not recommended for survey control.
 LL0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0141.See file dsdata.txt to determine how the superseded data were derived.
 LL0141
 LL0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE547489(NAD 83)
 LL0141_MARKER: DD = SURVEY DISK
 LL0141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0141_SP_SET: PUMP BASE
 LL0141_STAMPING: J F 8 1948 4680
 LL0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0141
 LL0141  HISTORY     - Date     Condition        Report By
 LL0141  HISTORY     - 1948     MONUMENTED       USGS
 LL0141  HISTORY     - 1952     GOOD             NGS
 LL0141
 LL0141                          STATION DESCRIPTION
 LL0141
 LL0141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 LL0141'2.3 MI NE FROM ROGGEN.
 LL0141'0.95 MILE EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE AT ROGGEN,
 LL0141'THENCE 1.35 MILES NORTH ALONG A GRAVELED ROAD, 43 FEET NORTHEAST OF
 LL0141'THE NORTHEAST CORNER OF A FARMHOUSE, 7.7 FEET WEST OF THE SOUTHWEST
 LL0141'CORNER OF A GARAGE, AT THE POINTER RANCH, 1.6 FEET ABOVE THE GROUND,
 LL0141'SET IN THE TOP OF THE SOUTHEAST CORNER OF A CONCRETE PUMP BASE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0537 ***********************************************************************
 KJ0537  DESIGNATION -  JIM
 KJ0537  PID         -  KJ0537
 KJ0537  STATE/COUNTY-  CO/ELBERT
 KJ0537  USGS QUAD   -  AGATE (1970)
 KJ0537
 KJ0537                         *CURRENT SURVEY CONTROL
 KJ0537  ___________________________________________________________________
 KJ0537* NAD 83(1992)-  39 29 22.72661(N)    103 52 57.57629(W)     ADJUSTED  
 KJ0537* NAVD 88     -      1719.3    (meters)    5641.     (feet)  VERTCON   
 KJ0537  ___________________________________________________________________
 KJ0537  LAPLACE CORR-          -4.90  (seconds)                    DEFLEC99
 KJ0537  GEOID HEIGHT-         -19.10  (meters)                     GEOID03
 KJ0537
 KJ0537  HORZ ORDER  -  FIRST
 KJ0537
 KJ0537.The horizontal coordinates were established by classical geodetic methods
 KJ0537.and adjusted by the National Geodetic Survey in January 1993..
 KJ0537
 KJ0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0537
 KJ0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0537
 KJ0537.The geoid height was determined by GEOID03.
 KJ0537
 KJ0537;                    North         East     Units Scale Factor Converg.
 KJ0537;SPC CO C     -   489,904.679 1,053,522.330   MT  0.99995886   +1 01 12.1
 KJ0537;SPC CO C     - 1,607,295.60  3,456,431.18   sFT  0.99995886   +1 01 12.1
 KJ0537;SPC CO N     -   323,424.948 1,053,533.865   MT  1.00004439   +1 02 42.1
 KJ0537;SPC CO N     - 1,061,103.35  3,456,469.02   sFT  1.00004439   +1 02 42.1
 KJ0537;UTM  13      - 4,371,711.281   596,083.214   MT  0.99971366   +0 42 38.2
 KJ0537
 KJ0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0537!SPC CO C     -   0.99973332  x   0.99995886  =   0.99969220
 KJ0537!SPC CO N     -   0.99973332  x   1.00004439  =   0.99977770
 KJ0537!UTM  13      -   0.99973332  x   0.99971366  =   0.99944706
 KJ0537
 KJ0537|---------------------------------------------------------------------|
 KJ0537| PID    Reference Object                     Distance      Geod. Az  |
 KJ0537|                                                           dddmmss.s |
 KJ0537| CP8327 JIM RM 1                             12.399 METERS 01332     |
 KJ0537| CP8328 JIM RM 2                              9.106 METERS 10703     |
 KJ0537| KJ0535 LIMON ATT RELAY TOWER               APPROX.15.0 KM 1520606.8 |
 KJ0537| KJ0540 JIM AZ MK                           APPROX. 1.3 KM 2764514.0 |
 KJ0537|---------------------------------------------------------------------|
 KJ0537
 KJ0537                          SUPERSEDED SURVEY CONTROL
 KJ0537
 KJ0537  NAD 83(1986)-  39 29 22.72007(N)    103 52 57.57378(W) AD(       ) 1
 KJ0537  NAD 27      -  39 29 22.77785(N)    103 52 55.72783(W) AD(       ) 1
 KJ0537  NGVD 29 (07/19/86) 1718.5    (m)         5638.     (f) VERT ANG       
 KJ0537
 KJ0537.Superseded values are not recommended for survey control.
 KJ0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0537.See file dsdata.txt to determine how the superseded data were derived.
 KJ0537
 KJ0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED9608371711(NAD 83)
 KJ0537_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KJ0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0537_STAMPING: JIM 1960
 KJ0537_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KJ0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0537+STABILITY: SURFACE MOTION
 KJ0537
 KJ0537  HISTORY     - Date     Condition        Report By
 KJ0537  HISTORY     - 1960     MONUMENTED       USGS
 KJ0537  HISTORY     - 1970     GOOD             NGS
 KJ0537  HISTORY     - 1977     GOOD             NGS
 KJ0537  HISTORY     - 19920402 GOOD             CODOT
 KJ0537  HISTORY     - 19920402 GOOD             CODOT
 KJ0537
 KJ0537                          STATION DESCRIPTION
 KJ0537
 KJ0537'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (NES)
 KJ0537'THE STATION IS LOCATED ABOUT 13 MILES SOUTHEAST OF DEER TRAIL, 4
 KJ0537'MILES NORTHEAST OF AGATE, IN THE NORTHEAST 1/4 OF SECTION 33,
 KJ0537'T. 6 S., R. 58 W., AND ON THE NORTHERN END AND HIGHEST POINT OF A
 KJ0537'NORTH-SOUTH RIDGE.
 KJ0537'
 KJ0537'TO REACH THE STATION FROM THE POST OFFICE AT AGATE, GO EAST ON
 KJ0537'THE PAVED ROAD 0.3 MILE TO AN OVERPASS FOR U.S. HIGHWAYS 40 AND
 KJ0537'287.  CONTINUE AHEAD, EAST, 1.1 MILES TO A T-ROAD TO THE LEFT AND
 KJ0537'A SET OF BUILDINGS ON THE SOUTH SIDE OF THE ROAD.  TURN LEFT,
 KJ0537'NORTH, AND FOLLOW THE GRADED ROAD 1.0 MILE TO A CROSSROAD.
 KJ0537'CONTINUE AHEAD, NORTH, 1.0 MILE TO A WIRE GATE.  PASS THROUGH THE
 KJ0537'GATE, AND FOLLOW THE TRACK ROAD EAST, 0.2 MILE TO A FENCE CORNER.
 KJ0537'AT THIS POINT LEAVE THE TRACK ROAD, AND CONTINUE AHEAD, EAST,
 KJ0537'ALONG THE NORTH SIDE OF THE EAST-WEST FENCE LINE, 0.9 MILE TO
 KJ0537'THE AZIMUTH MARK ON THE RIGHT, SOUTH, SIDE.  CONTINUE AHEAD,
 KJ0537'EAST, 0.9 MILE TO A FENCE CORNER AND A WIRE GATE.  TURN RIGHT,
 KJ0537'SOUTH, PASS THROUGH THE GATE, AND GO SOUTHEAST ACROSS
 KJ0537'COUNTRY, 0.2 MILE TO THE HIGHEST POINT AND THE STATION.
 KJ0537'
 KJ0537'THE STATION MARK, STAMPED JIM 1960, IS A STANDARD DISK SET IN THE
 KJ0537'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  IT
 KJ0537'IS 67 FEET WEST OF A STEEP BANK AND 4.6 FEET SOUTHWEST OF THE
 KJ0537'WITNESS POST.
 KJ0537'
 KJ0537'REFERENCE MARK NO. 1, STAMPED JIM NO 1 1960, IS A STANDARD DISK
 KJ0537'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 8
 KJ0537'INCHES.  IT IS 38.6 FEET NORTH OF THE WITNESS POST.
 KJ0537'
 KJ0537'REFERENCE MARK NO. 2, STAMPED JIM NO 2 1960, IS A STANDARD DISK
 KJ0537'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 6
 KJ0537'INCHES.  IT IS 26.7 FEET EAST OF THE WITNESS POST.
 KJ0537'
 KJ0537'THE AZIMUTH MARK, STAMPED JIM 1960, IS A STANDARD DISK SET IN
 KJ0537'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 8
 KJ0537'INCHES.  IT IS 53 FEET EAST OF A FENCE CORNER, 1.6 FEET EAST OF
 KJ0537'THE WITNESS POST, AND 0.8 FOOT NORTH OF THE FENCE LINE.
 KJ0537
 KJ0537                          STATION RECOVERY (1970)
 KJ0537
 KJ0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WAK)
 KJ0537'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION
 KJ0537'AS DESCRIBED IN USC AND GS EASTERN COLORADO FIELD DESCRIPTIONS.
 KJ0537'
 KJ0537'STATION MARK IS A STANDARD USC AND GS BRONZE TABLET SET IN A
 KJ0537'SQUARE CONCRETE POST EXTENDING 4 INCHES ABOVE GROUND SURFACE AND
 KJ0537'STAMPED JIM 1960.
 KJ0537'
 KJ0537'A USC AND GS WITNESS SIGN WAS SET 5 FEET NORTH OF THE STATION
 KJ0537'MARK.
 KJ0537'
 KJ0537'STATION DICK USC AND GS 1960 IS VISIBLE FROM THE GROUND AT THIS
 KJ0537'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 KJ0537'
 KJ0537'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
 KJ0537
 KJ0537                          STATION RECOVERY (1977)
 KJ0537
 KJ0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KJ0537'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE
 KJ0537'AND DIRECTION TO REFERENCE MARKS CHECKED ADEQUATELY.  THE
 KJ0537'HORIZONTAL ANGLE TO THE LIMON AT AND T RELAY TOWER DID NOT CHECK
 KJ0537'BY 13 MINUTES, TOP CENTER OF THE TOWER WAS OBSERVED AT THIS
 KJ0537'TIME.  TOWER HAS A RED LIGHT MOUNTED ON IT BUT COULD NOT BE
 KJ0537'SEEN DURING DAYLIGHT HOURS.
 KJ0537'
 KJ0537'STATION IS REACHED FROM THE POST OFFICE IN THE SMALL TOWN OF
 KJ0537'AGATE.  GO EAST ON A PAVED STREET FOR 0.3 MILE TO THE CENTER OF
 KJ0537'AN OVERPASS OVER INTERSTATE HIGHWAY 70.  CONTINUE EAST ON A
 KJ0537'GRAVELED ROAD FOR 1.1 MILES TO A GRAVELED ROAD ON LEFT.  TURN
 KJ0537'LEFT AND GO NORTH ON THE GRAVELED ROAD FOR 1.0 MILE TO A POINT
 KJ0537'WHERE ROAD CURVES TO THE LEFT AND A TRACK ROAD LEADING
 KJ0537'NORTH.  CONTINUE STRAIGHT AHEAD ON THE TRACK ROAD, NORTH FOR
 KJ0537'0.7 MILE TO A WIRE GATE.  PASS THROUGH THE GATE, CONTINUE
 KJ0537'ACROSS ANIMAL LOT FOR 0.05 MILE TO ANOTHER GATE.  PASS
 KJ0537'THROUGH THE GATE AND CONTINUE NORTH ON A TRACK ROAD FOR
 KJ0537'0.25 MILE TO A FORK.  KEEP RIGHT AND CONTINUE EASTERLY ON
 KJ0537'A TRACK ROAD FOR 0.2 MILE TO A FENCE CORNER ON RIGHT.
 KJ0537'CONTINUE EAST ON TRACK ROAD ALONG THE NORTH SIDE OF A FENCE
 KJ0537'LINE FOR 0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT, AS
 KJ0537'DESCRIBED.  CONTINUE EAST ALONG THE FENCE LINE FOR 0.9 MILE
 KJ0537'TO A WIRE GATE ON RIGHT.  TURN RIGHT, PASS THROUGH THE GATE AND
 KJ0537'GO SOUTHWEST ACROSS COUNTRY TO THE HIGHEST POINT OF A RISE
 KJ0537'AND STATION, AS DESCRIBED.  STATION IS A STANDARD STATION
 KJ0537'MARK DISK, STAMPED JIM 1960, SET IN THE TOP OF A SQUARE
 KJ0537'CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES.  MARK IS 4.3
 KJ0537'FEET SOUTH OF A METAL WITNESS POST.
 KJ0537'
 KJ0537'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED
 KJ0537'JIM NO 1 1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 KJ0537'PROJECTING ABOUT 7 INCHES.
 KJ0537'
 KJ0537'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 KJ0537'JIM NO 2 1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 KJ0537'PROJECTING ABOUT 4 INCHES.
 KJ0537'
 KJ0537'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED JIM
 KJ0537'1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 KJ0537'ABOUT 7 INCHES.  MARK IS 43 FEET EAST OF A WIRE GATE IN AN
 KJ0537'EAST-WEST FENCE LINE, 1.9 FEET EAST OF A METAL WITNESS POST AND
 KJ0537'0.8 FEET NORTH OF THE EAST-WEST FENCE LINE.
 KJ0537'
 KJ0537'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KJ0537'3-1/2 MILES NE OF AGATE.
 KJ0537
 KJ0537                          STATION RECOVERY (1992)
 KJ0537
 KJ0537'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1992 (DBR)
 KJ0537'STATION IS REACHED FROM THE POST OFFICE IN THE TOWN OF AGATE.  GO EAST
 KJ0537'ON A PAVED STREET FOR 3 MILES (4.8 KM) TO THE CENTER OF AN OVERPASS
 KJ0537'OVER INTERSTATE HIGHWAY 70.  CONTINUE EAST ON A GRAVEL ROAD FOR 1.1
 KJ0537'MILES (1.8 KM) WHERE ANOTHER GRAVEL ROAD COMES IN FROM THE NORTH AND A
 KJ0537'HOUSE ON THE RIGHT.  CONTINUE EAST FOR 1 MILE (1.6 KM) TO A CATTLE
 KJ0537'GUARD, THEN ANOTHER .07 MILE (0.11 KM) WHERE A GRAVEL ROAD COMES IN
 KJ0537'FROM THE SOUTH.  CONTINUE EAST FOR 1 MILE (1.6 KM) TO ANOTHER CATTLE
 KJ0537'GUARD, THEN .12 MILE (0.19 KM) TO WHERE A TRAIL TAKES OFF TO THE NORTH
 KJ0537'ALONG THE EAST SIDE OF A NORTH-SOUTH FENCE.  THE TOTAL DISTANCE FROM
 KJ0537'THE OVERPASS OVER I-70 TO THIS TRAIL IS 3.27 MILES.  (5.26 KM) FOLLOW
 KJ0537'THE TRAIL NORTHERLY ALONG THE FENCE FOR .35 MILE (0.56 KM) TO A GATE
 KJ0537'AT AN EAST-WEST FENCE AND A CORRAL ON THE LEFT.  CONTINUE GENERALLY
 KJ0537'NORTHERLY .83 MILE (1.34 KM) ON THIS SAME TRAIL DOWN ALONG SIDE A POND
 KJ0537'AND WINDMILL THEN UP ALONG THE WEST RIM OF CANYON LANDS TO THE EAST
 KJ0537'UNTIL YOU REACH A WIRE GATE AT AN EAST-WEST FENCE. CONTINUE GENERALLY
 KJ0537'NORTHERLY ON THE SAME TRAIL FOR 1 MILE (1.6 KM) ALONG THE RIM OF THE
 KJ0537'CANYON LANDS TO JIM, WHICH IS 50 FEET (15.2 M) EAST OF THE TRAIL ON
 KJ0537'THE HIGHEST POINT IN THE AREA AND APPROXIMATELY 400 FEET (121.9 M)
 KJ0537'SOUTH OF AN EAST-WEST FENCE LINE.  TO REACH THE AZIMUTH MARK FROM JIM
 KJ0537'GO 400 FEET (121.9 M) NORTH TO AN EAST-WEST FENCE, THEN GO WEST ALONG
 KJ0537'THIS FENCE LINE .83 MILE (1.34 KM) TO THE AZIMUTH MARK WHICH IS 50
 KJ0537'FEET (15.2 M) EAST OF THE INTERSECTION OF THE EAST-WEST FENCE AND A
 KJ0537'NORTH-SOUTH FENCE.
 KJ0537
 KJ0537                          STATION RECOVERY (1992)
 KJ0537
 KJ0537'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1992 (DBR)
 KJ0537'STATION IS REACHED FROM THE POST OFFICE IN THE TOWN OF AGATE.  GO EAST
 KJ0537'ON A PAVED STREET FOR 3 MILES (4.8 KM) TO THE CENTER OF AN OVERPASS
 KJ0537'OVER INTERSTATE HIGHWAY 70.  CONTINUE EAST ON A GRAVEL ROAD FOR 1.1
 KJ0537'MILES (1.8 KM) WHERE ANOTHER GRAVEL ROAD COMES IN FROM THE NORTH AND A
 KJ0537'HOUSE ON THE RIGHT.  CONTINUE EAST FOR 1 MILE (1.6 KM) TO A CATTLE
 KJ0537'GUARD, THEN ANOTHER .07 MILE (0.11 KM) WHERE A GRAVEL ROAD COMES IN
 KJ0537'FROM THE SOUTH.  CONTINUE EAST FOR 1 MILE (1.6 KM) TO ANOTHER CATTLE
 KJ0537'GUARD, THEN .12 MILE (0.19 KM) TO WHERE A TRAIL TAKES OFF TO THE NORTH
 KJ0537'ALONG THE EAST SIDE OF A NORTH-SOUTH FENCE.  THE TOTAL DISTANCE FROM
 KJ0537'THE OVERPASS OVER I-70 TO THIS TRAIL IS 3.27 MILES.  (5.26 KM) FOLLOW
 KJ0537'THE TRAIL NORTHERLY ALONG THE FENCE FOR .35 MILE (0.56 KM) TO A GATE
 KJ0537'AT AN EAST-WEST FENCE AND A CORRAL ON THE LEFT.  CONTINUE GENERALLY
 KJ0537'NORTHERLY .83 MILE (1.34 KM) ON THIS SAME TRAIL DOWN ALONG SIDE A POND
 KJ0537'AND WINDMILL THEN UP ALONG THE WEST RIM OF CANYON LANDS TO THE EAST
 KJ0537'UNTIL YOU REACH A WIRE GATE AT AN EAST-WEST FENCE. CONTINUE GENERALLY
 KJ0537'NORTHERLY ON THE SAME TRAIL FOR 1 MILE (1.6 KM) ALONG THE RIM OF THE
 KJ0537'CANYON LANDS TO JIM, WHICH IS 50 FEET (15.2 M) EAST OF THE TRAIL ON
 KJ0537'THE HIGHEST POINT IN THE AREA AND APPROXIMATELY 400 FEET (121.9 M)
 KJ0537'SOUTH OF AN EAST-WEST FENCE LINE.  TO REACH THE AZIMUTH MARK FROM JIM
 KJ0537'GO 400 FEET (121.9 M) NORTH TO AN EAST-WEST FENCE, THEN GO WEST ALONG
 KJ0537'THIS FENCE LINE .83 MILE (1.34 KM) TO THE AZIMUTH MARK WHICH IS 50
 KJ0537'FEET (15.2 M) EAST OF THE INTERSECTION OF THE EAST-WEST FENCE AND A
 KJ0537'NORTH-SOUTH FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0484 ***********************************************************************
 LK0484  DESIGNATION -  JIM
 LK0484  PID         -  LK0484
 LK0484  STATE/COUNTY-  CO/SEDGWICK
 LK0484  USGS QUAD   -  VENANGO NE (1962)
 LK0484
 LK0484                         *CURRENT SURVEY CONTROL
 LK0484  ___________________________________________________________________
 LK0484* NAD 83(1992)-  40 54 09.23315(N)    102 05 37.00792(W)     ADJUSTED  
 LK0484* NAVD 88     -      1120.6    (meters)    3677.     (feet)  VERTCON   
 LK0484  ___________________________________________________________________
 LK0484  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 LK0484  GEOID HEIGHT-         -20.70  (meters)                     GEOID03
 LK0484
 LK0484  HORZ ORDER  -  SECOND
 LK0484
 LK0484.The horizontal coordinates were established by classical geodetic methods
 LK0484.and adjusted by the National Geodetic Survey in January 1993..
 LK0484
 LK0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0484
 LK0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0484
 LK0484.The geoid height was determined by GEOID03.
 LK0484
 LK0484;                    North         East     Units Scale Factor Converg.
 LK0484;SPC CO N     -   484,553.841 1,201,356.028   MT  1.00002152   +2 12 03.5
 LK0484;SPC CO N     - 1,589,740.39  3,941,448.90   sFT  1.00002152   +2 12 03.5
 LK0484;SPC NE       -   120,848.770   323,662.065   MT  0.99971364   -1 23 14.8
 LK0484;UTM  13      - 4,532,008.312   744,806.331   MT  1.00033769   +1 54 14.3
 LK0484
 LK0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0484!SPC CO N     -   0.99982750  x   1.00002152  =   0.99984902
 LK0484!SPC NE       -   0.99982750  x   0.99971364  =   0.99954119
 LK0484!UTM  13      -   0.99982750  x   1.00033769  =   1.00016514
 LK0484
 LK0484:                Primary Azimuth Mark                     Grid Az
 LK0484:SPC CO N     -  KETTLE                                   057 37 50.4
 LK0484:SPC NE       -  KETTLE                                   061 13 08.7
 LK0484:UTM  13      -  KETTLE                                   057 55 39.6
 LK0484
 LK0484|---------------------------------------------------------------------|
 LK0484| PID    Reference Object                     Distance      Geod. Az  |
 LK0484|                                                           dddmmss.s |
 LK0484| LK0483 KETTLE                              APPROX. 7.8 KM 0594953.9 |
 LK0484| CP8329 JIM AZ MK                                          1803710.7 |
 LK0484| CP8331 JIM RM 2                             21.347 METERS 18253     |
 LK0484| LK0495 JULESBURG FAA MICROWAVE MAST        APPROX.11.6 KM 2582311.9 |
 LK0484| LK0494 JULESBURG ATT CO MICROWAVE MST      APPROX.11.2 KM 2821005.8 |
 LK0484| CP8330 JIM RM 1                             20.593 METERS 35807     |
 LK0484|---------------------------------------------------------------------|
 LK0484
 LK0484                          SUPERSEDED SURVEY CONTROL
 LK0484
 LK0484  NAD 83(1986)-  40 54 09.23291(N)    102 05 37.00768(W) AD(       ) 2
 LK0484  NAD 27      -  40 54 09.24910(N)    102 05 35.34910(W) AD(       ) 2
 LK0484  NGVD 29 (07/19/86) 1120.1    (m)         3675.     (f) VERT ANG       
 LK0484
 LK0484.Superseded values are not recommended for survey control.
 LK0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0484.See file dsdata.txt to determine how the superseded data were derived.
 LK0484
 LK0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF4480632008(NAD 83)
 LK0484_MARKER: DS = TRIANGULATION STATION DISK
 LK0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0484_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LK0484
 LK0484  HISTORY     - Date     Condition        Report By
 LK0484  HISTORY     - 1963     MONUMENTED       CGS
 LK0484  HISTORY     - 1971     GOOD             USGS
 LK0484
 LK0484                          STATION DESCRIPTION
 LK0484
 LK0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 LK0484'THE STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF JULESBURG
 LK0484'AND 2 MILES WEST OF THE COLORADO-NEBRASKA STATE LINE.
 LK0484'
 LK0484'TO REACH THE STATION FROM THE POST OFFICE AND THE JUNCTION OF
 LK0484'U.S. HIGHWAY 138 AND 385 IN JULESBURG, GO SOUTH ON U.S. HIGHWAY
 LK0484'385 FOR 5.0 MILES TO A SIDE ROAD LEFT, EAST.  TURN LEFT, EAST
 LK0484'ON GRAVELED ROAD FOR 7.2 MILES TO A CROSSROAD AND A SCHOOLHOUSE
 LK0484'ON THE RIGHT.  TURN RIGHT, SOUTH ON GRAVELED ROAD FOR 1.55 MILES
 LK0484'TO THE ENTRANCE OF A FARM HOME AND THE STATION ON THE RIGHT,
 LK0484'WEST SIDE OF THE ROAD AS DESCRIBED.
 LK0484'
 LK0484'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH ON GRAVELED
 LK0484'ROAD FOR 0.5 MILE TO THE ENTRANCE TO A FIELD AND THE AZIMUTH
 LK0484'MARK ON THE RIGHT, WEST SIDE OF THE ROAD AS DESCRIBED.
 LK0484'
 LK0484'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 LK0484'CIRCULAR CONCRETE MONUMENT.  IT IS SET 12 INCHES UNDERGROUND
 LK0484'AND IS STAMPED JIM 1963.  IT IS 55 FEET NORTH OF THE ENTRANCE
 LK0484'TO A FARM HOME, 45-1/2 FEET SOUTH OF A TELEPHONE POLE AND 33
 LK0484'FEET WEST OF THE CENTER OF A NORTH-SOUTH GRAVELED ROAD.
 LK0484'
 LK0484'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 LK0484'12-INCH CIRCULAR CONCRETE MONUMENT.  IT IS SET 2 INCHES UNDERGROUND
 LK0484'AND IS STAMPED JIM NO 1 1963.  IT IS 36 FEET WEST OF THE CENTER
 LK0484'OF A NORTH-SOUTH GRAVELED ROAD AND 22 FEET NORTH OF A TELEPHONE
 LK0484'POLE.
 LK0484'
 LK0484'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 LK0484'12-INCH CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 1 INCH AND
 LK0484'IS STAMPED JIM NO 2 1963.  IT IS 36 FEET WEST OF THE CENTER OF A
 LK0484'NORTH-SOUTH GRAVELED ROAD, 2 FEET NORTHWEST OF A NORTHEAST
 LK0484'FENCE CORNER AND 1.8 FEET NORTHEAST OF A METAL WITNESS POST.
 LK0484'
 LK0484'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 LK0484'CIRCULAR CONCRETE MONUMENT.  IT PROJECTS 2 INCHES AND IS STAMPED
 LK0484'JIM 1963.  IT IS 27 FEET WEST OF THE CENTER OF A NORTH-SOUTH
 LK0484'GRAVELED ROAD, 13 FEET NORTH OF THE ENTRANCE TO A FIELD AND
 LK0484'1.6 FEET NORTH OF A METAL WITNESS POST.
 LK0484
 LK0484                          STATION RECOVERY (1971)
 LK0484
 LK0484'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (HH)
 LK0484'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 LK0484'
 LK0484'THE STATION AND REFERENCE MARKS ARE STANDARD USC AND GS DISKS,
 LK0484'SET IN CONCRETE MONUMENTS.
 LK0484'
 LK0484'STATION MARK--DISK SET 1.0 FEET BELOW GROUND LEVEL, AND STAMPED
 LK0484'JIM 1963.
 LK0484'
 LK0484'REFERENCE MARK NO. 1--DISK SET 0.2 FEET BELOW GROUND LEVEL,
 LK0484'AND STAMPED JIM NO. 1 1963.
 LK0484'
 LK0484'REFERENCE MARK NO. 2--DISK PROJECTING 0.1 FEET ABOVE GROUND,
 LK0484'AND STAMPED JIM NO. 2 1963.  IT IS 1.8 FEET NORTHEAST OF A METAL
 LK0484'WITNESS POST.
 LK0484'
 LK0484'STATION KETTLE USC AND GS 1963 IS VISIBLE FROM THE GROUND AT THIS
 LK0484'STATION AND WILL SERVE AS THE AZIMUTH MARK.  ALL OBSERVATIONS
 LK0484'WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0397 ***********************************************************************
 LL0397  DESIGNATION -  JJ 169
 LL0397  PID         -  LL0397
 LL0397  STATE/COUNTY-  CO/WELD
 LL0397  USGS QUAD   -  CHALK BLUFFS SW (1972)
 LL0397
 LL0397                         *CURRENT SURVEY CONTROL
 LL0397  ___________________________________________________________________
 LL0397* NAD 83(1986)-  40 46 40.     (N)    104 42 54.     (W)     SCALED    
 LL0397* NAVD 88     -      1622.969  (meters)    5324.69   (feet)  ADJUSTED  
 LL0397  ___________________________________________________________________
 LL0397  GEOID HEIGHT-         -17.19  (meters)                     GEOID03
 LL0397  DYNAMIC HT  -        1621.611 (meters)    5320.24  (feet)  COMP
 LL0397  MODELED GRAV-     979,730.4   (mgal)                       NAVD 88
 LL0397
 LL0397  VERT ORDER  -  SECOND    CLASS 0
 LL0397
 LL0397.The horizontal coordinates were scaled from a topographic map and have
 LL0397.an estimated accuracy of +/- 6 seconds.
 LL0397
 LL0397.The orthometric height was determined by differential leveling
 LL0397.and adjusted by the National Geodetic Survey in June 1991..
 LL0397
 LL0397.The geoid height was determined by GEOID03.
 LL0397
 LL0397.The dynamic height is computed by dividing the NAVD 88
 LL0397.geopotential number by the normal gravity value computed on the
 LL0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0397.degrees latitude (g = 980.6199 gals.).
 LL0397
 LL0397.The modeled gravity was interpolated from observed gravity values.
 LL0397
 LL0397;                    North         East    Units  Estimated Accuracy
 LL0397;SPC CO N     -   465,480.      980,670.      MT  (+/- 180 meters Scaled)
 LL0397
 LL0397                          SUPERSEDED SURVEY CONTROL
 LL0397
 LL0397  NGVD 29 (??/??/92) 1622.036  (m)         5321.63   (f) ADJ UNCH    2 0
 LL0397
 LL0397.Superseded values are not recommended for survey control.
 LL0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0397.See file dsdata.txt to determine how the superseded data were derived.
 LL0397
 LL0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF240141(NAD 83)
 LL0397_MARKER: DB = BENCH MARK DISK
 LL0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0397_STAMPING: JJ 169 1960
 LL0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0397+STABILITY: SURFACE MOTION
 LL0397
 LL0397  HISTORY     - Date     Condition        Report By
 LL0397  HISTORY     - 1960     MONUMENTED       CGS
 LL0397
 LL0397                          STATION DESCRIPTION
 LL0397
 LL0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LL0397'6.2 MI NE FROM NUNN.
 LL0397'4.5 MILES NORTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 LL0397'NUNN, COLORADO, THENCE 3.9 MILES EAST ON MISSILE SITE ROAD,
 LL0397'THENCE 0.6 MILE NORTH ON SAME ROAD, 32 FEET EAST OF CENTER OF
 LL0397'ROAD, 1 FOOT EAST OF FENCE, SET IN THE TOP OF A CONCRETE POST
 LL0397'PROJECTING 4 INCHES, 1 FOOT SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0296 ***********************************************************************
 JJ0296  DESIGNATION -  JJ 56
 JJ0296  PID         -  JJ0296
 JJ0296  STATE/COUNTY-  CO/CHEYENNE
 JJ0296  USGS QUAD   -  KIT CARSON (1982)
 JJ0296
 JJ0296                         *CURRENT SURVEY CONTROL
 JJ0296  ___________________________________________________________________
 JJ0296* NAD 83(1992)-  38 49 19.45854(N)    102 47 47.24278(W)     ADJUSTED  
 JJ0296* NAVD 88     -      1322.039  (meters)    4337.39   (feet)  ADJUSTED  
 JJ0296  ___________________________________________________________________
 JJ0296  X           -  -1,102,290.589 (meters)                     COMP
 JJ0296  Y           -  -4,853,139.484 (meters)                     COMP
 JJ0296  Z           -   3,977,761.935 (meters)                     COMP
 JJ0296  LAPLACE CORR-          -2.50  (seconds)                    DEFLEC99
 JJ0296  ELLIP HEIGHT-        1299.64  (meters)          (12/03/02) GPS OBS
 JJ0296  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 JJ0296  DYNAMIC HT  -        1320.789 (meters)    4333.29  (feet)  COMP
 JJ0296  MODELED GRAV-     979,637.3   (mgal)                       NAVD 88
 JJ0296
 JJ0296  HORZ ORDER  -  FIRST
 JJ0296  VERT ORDER  -  SECOND    CLASS 0
 JJ0296  ELLP ORDER  -  FOURTH    CLASS II
 JJ0296
 JJ0296.The horizontal coordinates were established by GPS observations
 JJ0296.and adjusted by the National Geodetic Survey in June 1996..
 JJ0296
 JJ0296.The orthometric height was determined by differential leveling
 JJ0296.and adjusted by the National Geodetic Survey in June 1991..
 JJ0296.WARNING-GPS observations at this control monument resulted in a GPS
 JJ0296.derived orthometric height which differed from the leveled height by
 JJ0296.more than one decimeter (0.1 meter).
 JJ0296
 JJ0296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JJ0296
 JJ0296.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0296
 JJ0296.The ellipsoidal height was determined by GPS observations
 JJ0296.and is referenced to NAD 83.
 JJ0296
 JJ0296.The geoid height was determined by GEOID03.
 JJ0296
 JJ0296.The dynamic height is computed by dividing the NAVD 88
 JJ0296.geopotential number by the normal gravity value computed on the
 JJ0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0296.degrees latitude (g = 980.6199 gals.).
 JJ0296
 JJ0296.The modeled gravity was interpolated from observed gravity values.
 JJ0296
 JJ0296;                    North         East     Units Scale Factor Converg.
 JJ0296;SPC CO C     -   418,050.560 1,149,138.586   MT  0.99994770   +1 42 18.3
 JJ0296;SPC CO C     - 1,371,554.21  3,770,132.18   sFT  0.99994770   +1 42 18.3
 JJ0296;UTM  13      - 4,299,338.724   691,295.872   MT  1.00005064   +1 22 54.6
 JJ0296
 JJ0296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0296!SPC CO C     -   0.99979613  x   0.99994770  =   0.99974384
 JJ0296!UTM  13      -   0.99979613  x   1.00005064  =   0.99984676
 JJ0296
 JJ0296                          SUPERSEDED SURVEY CONTROL
 JJ0296
 JJ0296  ELLIP H (06/14/96) 1299.61   (m)                       GP(       ) 1 2
 JJ0296  NGVD 29 (??/??/92) 1321.445  (m)         4335.44   (f) ADJ UNCH    2 0
 JJ0296
 JJ0296.Superseded values are not recommended for survey control.
 JJ0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0296.See file dsdata.txt to determine how the superseded data were derived.
 JJ0296
 JJ0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC9129699339(NAD 83)
 JJ0296_MARKER: DB = BENCH MARK DISK
 JJ0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0296_STAMPING: J 56 1935
 JJ0296_MARK LOGO: CGS   
 JJ0296_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JJ0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0296+STABILITY: SURFACE MOTION
 JJ0296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0296+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1996
 JJ0296
 JJ0296  HISTORY     - Date     Condition        Report By
 JJ0296  HISTORY     - 1935     MONUMENTED       CGS
 JJ0296  HISTORY     - 1942     GOOD             NGS
 JJ0296  HISTORY     - 1975     GOOD             USGS
 JJ0296  HISTORY     - 19960129 GOOD             CODOT
 JJ0296
 JJ0296                          STATION DESCRIPTION
 JJ0296
 JJ0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JJ0296'4.3 MI N FROM KIT CARSON.
 JJ0296'4.3 MILES NORTH ALONG STATE HIGHWAY 59 FROM THE UNION PACIFIC
 JJ0296'RAILROAD STATION AT KIT CARSON, CHEYENNE COUNTY, 200 YARDS NORTHEAST
 JJ0296'OF A LONE TREE ON THE EAST SLOPE OF A SLIGHT RIDGE, AT A ROAD
 JJ0296'INTERSECTION, 80 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 30 FEET
 JJ0296'SOUTH OF THE CENTERLINE OF THE ROAD, AND 40 FEET WEST OF A TELEPHONE
 JJ0296'LINE.  A STANDARD DISK, STAMPED J 56 1935 AND SET IN THE TOP OF A
 JJ0296'CONCRETE POST.
 JJ0296
 JJ0296                          STATION RECOVERY (1975)
 JJ0296
 JJ0296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JJ0296'4.0 MILES NORTH ALONG COLORADO STATE HWY 59 FROM ITS JUNCTION WITH US
 JJ0296'HWY 40 AND 287 IN KIT CARSON. 94 FT. WEST OF CENTERLINE OF HWY 59, 37
 JJ0296'FT. SOUTH OF CENTERLINE OF GRADED GRAVELED COUNTY ROAD WEST. A
 JJ0296'STANDARD DISK STAMPED J 56 1935 AND SET IN THE TOP OF A CONCRETE POST
 JJ0296'FLUSH WITH GROUND.
 JJ0296
 JJ0296                          STATION RECOVERY (1996)
 JJ0296
 JJ0296'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (KAW)
 JJ0296'THE STATION WILL BE USED DURING A COLORADO HARN DENSIFICATION PROJECT
 JJ0296'THE STATION IS LOCATED ABOUT 4 MILES (6.4 KM) NORTH OF KIT CARSON AT
 JJ0296'STATE HIGHWAY 59 (SH 59) REFERENCE POST 4.0 IN THE NORTHEAST 1/4 OF
 JJ0296'SECTION 20, T 14 S, R 48 W, 6TH P.M.  OWNERSHIP--BILL RHOADES, KIT
 JJ0296'CARSON, CO, (719) -962-3457. TO REACH THE STATION FROM THE JUNCTION OF
 JJ0296'US 40/287 AND SH 59 IN KIT CARSON, PROCEED NORTH ON SH 59 FOR 4.0
 JJ0296'MILES (6.4 KM) TO THE JUNCTION OF CHEYENNE COUNTY ROAD R (CR R) AND
 JJ0296'THE STATION ON THE LEFT. THE STATION IS A BRASS USCGS BENCHMARK DISK
 JJ0296'IN A CONCRETE POST.  IT IS 35 M (114.8 FT) NORTHWEST OF A SH 59 SIGN,
 JJ0296'28 M (91.9 FT) WEST OF THE CENTER OF SH 59, 11 M (36.1 FT) SOUTH OF
 JJ0296'THE CENTER OF CR R AND A CATTLE GUARD, 9.5 M (31.2 FT) WEST OF THE
 JJ0296'WEST POLE OF A 2 POLE ELECTRIC TRANSMISSION TOWER, 7.9 M (25.9 FT)
 JJ0296'SOUTHEAST OF A GAS LINE MARKER, 2.3 M (7.5 FT) SOUTH OF A BARBED WIRE
 JJ0296'FENCE AND A COLORADO DEPARTMENT OF HIGHWAYS FIBERGLASS WITNESS POST.
 JJ0296'DESCRIPTION BY K A WILLIAMS, CODOT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0423 ***********************************************************************
 KJ0423  DESIGNATION -  JKNAPP ET
 KJ0423  PID         -  KJ0423
 KJ0423  STATE/COUNTY-  CO/KIT CARSON
 KJ0423  USGS QUAD   -  BURLINGTON NE (1969)
 KJ0423
 KJ0423                         *CURRENT SURVEY CONTROL
 KJ0423  ___________________________________________________________________
 KJ0423* NAD 83(1992)-  39 27 00.39447(N)    102 15 31.14264(W)     ADJUSTED  
 KJ0423* NAVD 88     -      1236.3    (meters)    4056.     (feet)  VERTCON   
 KJ0423  ___________________________________________________________________
 KJ0423  LAPLACE CORR-          -3.25  (seconds)                    DEFLEC99
 KJ0423  GEOID HEIGHT-         -22.79  (meters)                     GEOID03
 KJ0423
 KJ0423  HORZ ORDER  -  SECOND
 KJ0423
 KJ0423.The horizontal coordinates were established by classical geodetic methods
 KJ0423.and adjusted by the National Geodetic Survey in January 1993..
 KJ0423
 KJ0423.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0423
 KJ0423.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0423
 KJ0423.The geoid height was determined by GEOID03.
 KJ0423
 KJ0423;                    North         East     Units Scale Factor Converg.
 KJ0423;SPC CO C     -   489,253.425 1,193,328.672   MT  0.99995443   +2 02 39.4
 KJ0423;SPC CO C     - 1,605,158.95  3,915,112.48   sFT  0.99995443   +2 02 39.4
 KJ0423;UTM  13      - 4,370,314.777   735,884.438   MT  1.00028512   +1 44 33.6
 KJ0423
 KJ0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0423!SPC CO C     -   0.99980965  x   0.99995443  =   0.99976409
 KJ0423!UTM  13      -   0.99980965  x   1.00028512  =   1.00009472
 KJ0423
 KJ0423|---------------------------------------------------------------------|
 KJ0423| PID    Reference Object                     Distance      Geod. Az  |
 KJ0423|                                                           dddmmss.s |
 KJ0423| CP8332 JKNAPP ET RM 1                       30.770 METERS 22220     |
 KJ0423| CP8333 JKNAPP ET RM 2                       26.804 METERS 30501     |
 KJ0423| KJ0400 KROEGER                             APPROX. 6.7 KM 3545213.9 |
 KJ0423|---------------------------------------------------------------------|
 KJ0423
 KJ0423                          SUPERSEDED SURVEY CONTROL
 KJ0423
 KJ0423  NAD 83(1986)-  39 27 00.39219(N)    102 15 31.14050(W) AD(       ) 2
 KJ0423  NAD 27      -  39 27 00.41278(N)    102 15 29.45291(W) AD(       ) 2
 KJ0423  NGVD 29 (07/19/86) 1235.8    (m)         4054.     (f) VERT ANG       
 KJ0423
 KJ0423.Superseded values are not recommended for survey control.
 KJ0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0423.See file dsdata.txt to determine how the superseded data were derived.
 KJ0423
 KJ0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD3588470315(NAD 83)
 KJ0423_MARKER: DD = SURVEY DISK
 KJ0423_SETTING: 0 = UNSPECIFIED SETTING
 KJ0423
 KJ0423  HISTORY     - Date     Condition        Report By
 KJ0423  HISTORY     - 1969     MONUMENTED       USGS
 KJ0423
 KJ0423                          STATION DESCRIPTION
 KJ0423
 KJ0423'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (GDF)
 KJ0423'THE STATION IS LOCATED NORTH 4 DEG EAST ABOUT 10 MILES AIRLINE
 KJ0423'FROM BURLINGTON, COLORADO.
 KJ0423'
 KJ0423'TO REACH FROM BURLINGTON, INTERSECTION OF U.S. HIGHWAYS 24 AND
 KJ0423'385, GO NORTH ON U.S. HIGHWAY 385 FOR 10.1 MILES TO YARD OF
 KJ0423'J. W. KNAPP ON EAST, ENTER YARD, THE STATION IS 20 FEET WEST OF
 KJ0423'THE SOUTHWEST CORNER OF THE HOUSE.  PERMISSION GRANTED BY THE
 KJ0423'OWNER.
 KJ0423'
 KJ0423'THE STATION MARK IS A USGS BRONZE TABLET SOLDERED TO A COPPER
 KJ0423'COATED STEEL ROD DRIVEN TO REFUSAL (15 FEET), CENTERED IN AN
 KJ0423'ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG, FILLED
 KJ0423'WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS
 KJ0423'STAMPED JKNAPP E.T. 1969.
 KJ0423'
 KJ0423'REFERENCE MARK NO. 1 IS A USGS BRONZE REFERENCE MARK TABLET
 KJ0423'SOLDERED TO A COPPER COATED STEEL ROD DRIVEN TO REFUSAL (15
 KJ0423'FEET), CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12
 KJ0423'INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH
 KJ0423'THE GROUND AND IS STAMPED JKNAPP E.T. 1969.
 KJ0423'
 KJ0423'REFERENCE MARK NO. 2 IS A USGS BRONZE REFERENCE MARK TABLET
 KJ0423'SOLDERED TO A COPPER COATED STEEL ROD DRIVEN TO REFUSAL (15
 KJ0423'FEET), CENTERED IN AN ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12
 KJ0423'INCHES LONG, FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE
 KJ0423'GROUND AND IS STAMPED JKNAPP E.T. 1969.
 KJ0423'
 KJ0423'THE DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED DUE TO
 KJ0423'FARM MACHINERY BETWEEN THEM.
 KJ0423'
 KJ0423'USC AND GS STATION KROEGER 1968 IS VISIBLE FROM THE GROUND
 KJ0423'AT THIS STATION AND WILL SERVE AS THE AZIMUTH MARK.  USGS
 KJ0423'STATION DEERE E.T. 1969 IS ALSO VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0669 ***********************************************************************
 JJ0669  DESIGNATION -  JM DAM MID BASE
 JJ0669  PID         -  JJ0669
 JJ0669  STATE/COUNTY-  CO/BENT
 JJ0669  USGS QUAD   -  HASTY (1979)
 JJ0669
 JJ0669                         *CURRENT SURVEY CONTROL
 JJ0669  ___________________________________________________________________
 JJ0669* NAD 83(1986)-  38 04 09.     (N)    102 56 16.     (W)     SCALED    
 JJ0669* NAVD 88     -      1183.089  (meters)    3881.52   (feet)  ADJUSTED  
 JJ0669  ___________________________________________________________________
 JJ0669  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 JJ0669  DYNAMIC HT  -        1181.949 (meters)    3877.78  (feet)  COMP
 JJ0669  MODELED GRAV-     979,625.1   (mgal)                       NAVD 88
 JJ0669
 JJ0669  VERT ORDER  -  FIRST     CLASS II
 JJ0669
 JJ0669.The horizontal coordinates were scaled from a topographic map and have
 JJ0669.an estimated accuracy of +/- 6 seconds.
 JJ0669
 JJ0669.The orthometric height was determined by differential leveling
 JJ0669.and adjusted by the National Geodetic Survey in June 1991..
 JJ0669
 JJ0669.The geoid height was determined by GEOID03.
 JJ0669
 JJ0669.The dynamic height is computed by dividing the NAVD 88
 JJ0669.geopotential number by the normal gravity value computed on the
 JJ0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0669.degrees latitude (g = 980.6199 gals.).
 JJ0669
 JJ0669.The modeled gravity was interpolated from observed gravity values.
 JJ0669
 JJ0669;                    North         East    Units  Estimated Accuracy
 JJ0669;SPC CO S     -   463,540.    1,139,200.      MT  (+/- 180 meters Scaled)
 JJ0669
 JJ0669                          SUPERSEDED SURVEY CONTROL
 JJ0669
 JJ0669.No superseded survey control is available for this station.
 JJ0669
 JJ0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC808154(NAD 83)
 JJ0669_MARKER: DS = TRIANGULATION STATION DISK
 JJ0669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0669_SP_SET: CONCRETE POST
 JJ0669_STAMPING: JM DAM MID BASE 1948
 JJ0669_MARK LOGO: USE   
 JJ0669_PROJECTION: RECESSED 1 CENTIMETERS
 JJ0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0669+STABILITY: SURFACE MOTION
 JJ0669
 JJ0669  HISTORY     - Date     Condition        Report By
 JJ0669  HISTORY     - 1948     MONUMENTED       USE
 JJ0669  HISTORY     - 1985     GOOD             NGS
 JJ0669
 JJ0669                          STATION DESCRIPTION
 JJ0669
 JJ0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JJ0669'IN CADDOA.
 JJ0669'IN CADDOA, AT THE NORTH END OF THE JOHN MARTIN DAM, 7.0 M (23.0 FT)
 JJ0669'NORTHEAST OF THE NORTHWEST CORNER OF THE DAM, AND 7.0 M (23.0 FT)
 JJ0669'NORTHWEST OF THE NORTHEAST CORNER OF THE DAM.  NOTE--THE MARK IS IN
 JJ0669'THE CENTER OF THE ROAD THAT CROSSES THE DAM AND UNDER 2 INCHES OF
 JJ0669'ASPHALT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0849 ***********************************************************************
 JJ0849  DESIGNATION -  JM DAM MID BASE
 JJ0849  PID         -  JJ0849
 JJ0849  STATE/COUNTY-  CO/BENT
 JJ0849  USGS QUAD   -  HASTY (1979)
 JJ0849
 JJ0849                         *CURRENT SURVEY CONTROL
 JJ0849  ___________________________________________________________________
 JJ0849* NAD 83(1992)-  38 04 09.26053(N)    102 56 16.20750(W)     ADJUSTED  
 JJ0849* NAVD 88     -      1185.     (meters)    3888.     (feet)  SCALED    
 JJ0849  ___________________________________________________________________
 JJ0849  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 JJ0849  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 JJ0849
 JJ0849  HORZ ORDER  -  THIRD
 JJ0849
 JJ0849.The horizontal coordinates were established by classical geodetic methods
 JJ0849.and adjusted by the National Geodetic Survey in January 1993..
 JJ0849
 JJ0849.The orthometric height was scaled from a topographic map.
 JJ0849
 JJ0849.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0849
 JJ0849.The geoid height was determined by GEOID03.
 JJ0849
 JJ0849;                    North         East     Units Scale Factor Converg.
 JJ0849;SPC CO S     -   463,548.069 1,139,192.720   MT  0.99995379   +1 34 17.7
 JJ0849;SPC CO S     - 1,520,823.96  3,737,501.45   sFT  0.99995379   +1 34 17.7
 JJ0849;UTM  13      - 4,215,505.022   680,891.632   MT  1.00000302   +1 16 18.8
 JJ0849
 JJ0849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0849!SPC CO S     -   0.99981773  x   0.99995379  =   0.99977153
 JJ0849!UTM  13      -   0.99981773  x   1.00000302  =   0.99982075
 JJ0849
 JJ0849|---------------------------------------------------------------------|
 JJ0849| PID    Reference Object                     Distance      Geod. Az  |
 JJ0849|                                                           dddmmss.s |
 JJ0849| CM8856 JM DAM MID BASE RM 1                  7.740 METERS 12731     |
 JJ0849| CM8857 JM DAM MID BASE RM 2                  8.342 METERS 19138     |
 JJ0849| JJ0931 FORT LYON VETERANS HOSP STACK       APPROX.16.8 KM 2724553.0 |
 JJ0849| JJ0926 FORT LYON VETERANS HOSP TANK        APPROX.17.1 KM 2730141.0 |
 JJ0849| JJ0929 FORT LYON RR SIDING LAMAR ELEV      APPROX.19.1 KM 2801735.0 |
 JJ0849| CM8855 JM DAM MID BASE AZ MK                              3245406.8 |
 JJ0849|---------------------------------------------------------------------|
 JJ0849
 JJ0849                          SUPERSEDED SURVEY CONTROL
 JJ0849
 JJ0849  NAD 83(1986)-  38 04 09.25203(N)    102 56 16.19842(W) AD(       ) 3
 JJ0849  NAD 27      -  38 04 09.22796(N)    102 56 14.48170(W) AD(       ) 3
 JJ0849
 JJ0849.Superseded values are not recommended for survey control.
 JJ0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0849.See file dsdata.txt to determine how the superseded data were derived.
 JJ0849
 JJ0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC8089215505(NAD 83)
 JJ0849_MARKER: DD = SURVEY DISK
 JJ0849_SETTING: 0 = UNSPECIFIED SETTING
 JJ0849
 JJ0849  HISTORY     - Date     Condition        Report By
 JJ0849  HISTORY     - 1954     MONUMENTED       USE
 JJ0849
 JJ0849                          STATION DESCRIPTION
 JJ0849
 JJ0849'DESCRIBED BY US ENGINEERS 1954 (WRH)
 JJ0849'THE STATION IS LOCATED ABOUT 3 MILES SOUTH-SOUTHEAST OF THE
 JJ0849'VILLAGE OF HASTY, ON THE JOHN MARTIN DAM.
 JJ0849'
 JJ0849'THE MARK IS A STANDARD U.S.E.D. BRONZE DISK STAMPED J M DAM
 JJ0849'MID BASE 1948 SET IN CONCRETE IN THE CENTER OF THE ROAD ON
 JJ0849'TOP OF THE DAM AND IS FLUSH WITH THE PAVED SURFACE.  IT IS
 JJ0849'23 FEET NORTHEAST OF THE NORTHWEST ABUTMENT OF THE DAM,
 JJ0849'23 FEET NORTHWEST OF THE NORTHEAST ABUTMENT.
 JJ0849'
 JJ0849'THE NORTH BASE IS A STANDARD U.S.E.D. BRONZE DISK STAMPED
 JJ0849'J M DAM N BASE 148 BRAZED TO THE TOP OF A 1-1/2-INCH IRON
 JJ0849'PIPE PROJECTING ABOUT 3 INCHES AND IS 13.7 FEET EAST OF THE
 JJ0849'CENTER LINE OF THE ROAD AND ABOUT 1 FOOT EAST OF THE GUARD
 JJ0849'RAIL.
 JJ0849'
 JJ0849'THE SOUTH BASE IS A STANDARD U.S.E.D. BRONZE DISK STAMPED
 JJ0849'J M DAM S BASE 1949 SET IN A ROUND CONCRETE MONUMENT ABOUT
 JJ0849'8 INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND.  IT IS 13
 JJ0849'FEET EAST OF THE ROAD CENTER AND ABOUT 10 INCHES EAST OF THE
 JJ0849'GUARD RAIL.
 JJ0849'
 JJ0849'THE AZIMUTH MARK IS A STANDARD U.S.C AND G.S. BRONZE DISK
 JJ0849'STAMPED J M DAM MID BASE USED 1954 SET IN THE TOP OF A 10-INCH
 JJ0849'SQUARE CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES, 18 FEET
 JJ0849'EAST OF THE CENTER LINE OF THE ROAD LEADING TO THE DAM, 18
 JJ0849'FEET WEST OF A GRAVEL ROAD AND 3.5 FEET SOUTH OF A SIGN.
 JJ0849'
 JJ0849'REFERENCE MARK 1 IS A STANDARD U.S.C. AND G.S. REFERENCE DISK
 JJ0849'STAMPED J M DAM MID BASE USED 1954 SET IN THE CONCRETE
 JJ0849'WALKWAY ON THE EAST SIDE OF THE DAM 13 FEET EAST OF THE
 JJ0849'CENTER LINE OF THE DAM AND 3.5 FEET SOUTH OF THE NORTH EDGE
 JJ0849'OF THE DAM.  IT IS ABOUT 1 FOOT HIGHER THAN THE STATION.
 JJ0849'
 JJ0849'REFERENCE MARK 2 IS A STANDARD U.S.C. AND G.S. REFERENCE
 JJ0849'DISK STAMPED J M DAM MID BASE USED 1954 SET IN THE CONCRETE
 JJ0849'WALKWAY ON THE WEST SIDE OF THE DAM 13 FEET EAST OF THE CENTER
 JJ0849'LINE OF THE DAM AND 5.8 FEET SOUTH OF THE NORTH EDGE OF THE
 JJ0849'DAM.  IT IS ABOUT 1 FOOT HIGHER THAN THE STATION.
 JJ0849'
 JJ0849'TO REACH THE STATION FROM THE VILLAGE OF HASTY GO SOUTH AND
 JJ0849'SOUTH-SOUTHEAST ON STATE ROUTE 266 FOR 3.5 MILES TO THE NORTH
 JJ0849'END OF THE MAIN CONCRETE STRUCTURE OF THE DAM AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0668 ***********************************************************************
 JJ0668  DESIGNATION -  JM DAM MID BASE RM 1
 JJ0668  PID         -  JJ0668
 JJ0668  STATE/COUNTY-  CO/BENT
 JJ0668  USGS QUAD   -  HASTY (1979)
 JJ0668
 JJ0668                         *CURRENT SURVEY CONTROL
 JJ0668  ___________________________________________________________________
 JJ0668* NAD 83(1986)-  38 04 08.     (N)    102 56 17.     (W)     SCALED    
 JJ0668* NAVD 88     -      1183.249  (meters)    3882.04   (feet)  ADJUSTED  
 JJ0668  ___________________________________________________________________
 JJ0668  GEOID HEIGHT-         -22.76  (meters)                     GEOID03
 JJ0668  DYNAMIC HT  -        1182.109 (meters)    3878.30  (feet)  COMP
 JJ0668  MODELED GRAV-     979,625.1   (mgal)                       NAVD 88
 JJ0668
 JJ0668  VERT ORDER  -  FIRST     CLASS II
 JJ0668
 JJ0668.The horizontal coordinates were scaled from a topographic map and have
 JJ0668.an estimated accuracy of +/- 6 seconds.
 JJ0668
 JJ0668.The orthometric height was determined by differential leveling
 JJ0668.and adjusted by the National Geodetic Survey in June 1991..
 JJ0668
 JJ0668.The geoid height was determined by GEOID03.
 JJ0668
 JJ0668.The dynamic height is computed by dividing the NAVD 88
 JJ0668.geopotential number by the normal gravity value computed on the
 JJ0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0668.degrees latitude (g = 980.6199 gals.).
 JJ0668
 JJ0668.The modeled gravity was interpolated from observed gravity values.
 JJ0668
 JJ0668;                    North         East    Units  Estimated Accuracy
 JJ0668;SPC CO S     -   463,510.    1,139,170.      MT  (+/- 180 meters Scaled)
 JJ0668
 JJ0668                          SUPERSEDED SURVEY CONTROL
 JJ0668
 JJ0668.No superseded survey control is available for this station.
 JJ0668
 JJ0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC808154(NAD 83)
 JJ0668_MARKER: DR = REFERENCE MARK DISK
 JJ0668_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JJ0668_SP_SET: DAM
 JJ0668_STAMPING: JM DAM MID BASE NO 1 1954
 JJ0668_MARK LOGO: CGS   
 JJ0668_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JJ0668+STABILITY: POSITION/ELEVATION WELL
 JJ0668
 JJ0668  HISTORY     - Date     Condition        Report By
 JJ0668  HISTORY     - 1954     MONUMENTED       CGS
 JJ0668  HISTORY     - 1985     GOOD             NGS
 JJ0668
 JJ0668                          STATION DESCRIPTION
 JJ0668
 JJ0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JJ0668'IN CADDOA.
 JJ0668'IN CADDOA, AT THE NORTH END OF THE JOHN MARTIN DAM, IN TOP OF THE
 JJ0668'NORTHWEST CORNER OF THE DAM, AND 1.1 M (3.6 FT) SOUTH OF THE NORTH END
 JJ0668'OF THE DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0670 ***********************************************************************
 JJ0670  DESIGNATION -  JM DAM MID BASE RM 2
 JJ0670  PID         -  JJ0670
 JJ0670  STATE/COUNTY-  CO/BENT
 JJ0670  USGS QUAD   -  HASTY (1979)
 JJ0670
 JJ0670                         *CURRENT SURVEY CONTROL
 JJ0670  ___________________________________________________________________
 JJ0670* NAD 83(1986)-  38 04 09.     (N)    102 56 16.     (W)     SCALED    
 JJ0670* NAVD 88     -      1183.247  (meters)    3882.04   (feet)  ADJUSTED  
 JJ0670  ___________________________________________________________________
 JJ0670  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 JJ0670  DYNAMIC HT  -        1182.107 (meters)    3878.30  (feet)  COMP
 JJ0670  MODELED GRAV-     979,625.1   (mgal)                       NAVD 88
 JJ0670
 JJ0670  VERT ORDER  -  FIRST     CLASS II
 JJ0670
 JJ0670.The horizontal coordinates were scaled from a topographic map and have
 JJ0670.an estimated accuracy of +/- 6 seconds.
 JJ0670
 JJ0670.The orthometric height was determined by differential leveling
 JJ0670.and adjusted by the National Geodetic Survey in June 1991..
 JJ0670
 JJ0670.The geoid height was determined by GEOID03.
 JJ0670
 JJ0670.The dynamic height is computed by dividing the NAVD 88
 JJ0670.geopotential number by the normal gravity value computed on the
 JJ0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0670.degrees latitude (g = 980.6199 gals.).
 JJ0670
 JJ0670.The modeled gravity was interpolated from observed gravity values.
 JJ0670
 JJ0670;                    North         East    Units  Estimated Accuracy
 JJ0670;SPC CO S     -   463,540.    1,139,200.      MT  (+/- 180 meters Scaled)
 JJ0670
 JJ0670                          SUPERSEDED SURVEY CONTROL
 JJ0670
 JJ0670.No superseded survey control is available for this station.
 JJ0670
 JJ0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC808154(NAD 83)
 JJ0670_MARKER: DR = REFERENCE MARK DISK
 JJ0670_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 JJ0670_SP_SET: DAM
 JJ0670_STAMPING: JM DAM MID BASE NO 2 1954
 JJ0670_MARK LOGO: CGS   
 JJ0670_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JJ0670+STABILITY: POSITION/ELEVATION WELL
 JJ0670
 JJ0670  HISTORY     - Date     Condition        Report By
 JJ0670  HISTORY     - 1954     MONUMENTED       CGS
 JJ0670  HISTORY     - 1985     GOOD             NGS
 JJ0670
 JJ0670                          STATION DESCRIPTION
 JJ0670
 JJ0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JJ0670'IN CADDOA.
 JJ0670'IN CADDOA, AT THE NORTH END OF THE JOHN MARTIN DAM, IN TOP OF THE
 JJ0670'NORTHEAST CORNER OF THE DAM, AND 1.8 M (5.9 FT) SOUTH OF THE NORTH END
 JJ0670'OF THE DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0903 ***********************************************************************
 JJ0903  DESIGNATION -  JOD
 JJ0903  PID         -  JJ0903
 JJ0903  STATE/COUNTY-  CO/CHEYENNE
 JJ0903  USGS QUAD   -  WILD HORSE (1978)
 JJ0903
 JJ0903                         *CURRENT SURVEY CONTROL
 JJ0903  ___________________________________________________________________
 JJ0903* NAD 83(1992)-  38 52 17.72539(N)    103 07 25.54494(W)     ADJUSTED  
 JJ0903* NAVD 88     -      1420.6    (meters)    4661.     (feet)  GPS OBS   
 JJ0903  ___________________________________________________________________
 JJ0903  X           -  -1,129,230.790 (meters)                     COMP
 JJ0903  Y           -  -4,843,479.782 (meters)                     COMP
 JJ0903  Z           -   3,982,106.274 (meters)                     COMP
 JJ0903  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 JJ0903  ELLIP HEIGHT-        1398.62  (meters)          (12/03/02) GPS OBS
 JJ0903  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 JJ0903
 JJ0903  HORZ ORDER  -  FIRST
 JJ0903  ELLP ORDER  -  FOURTH    CLASS II
 JJ0903
 JJ0903.The horizontal coordinates were established by GPS observations
 JJ0903.and adjusted by the National Geodetic Survey in June 1996..
 JJ0903
 JJ0903.The orthometric height was determined by GPS observations and a
 JJ0903.high-resolution geoid model.
 JJ0903
 JJ0903.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JJ0903
 JJ0903.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0903
 JJ0903.The ellipsoidal height was determined by GPS observations
 JJ0903.and is referenced to NAD 83.
 JJ0903
 JJ0903.The geoid height was determined by GEOID03.
 JJ0903
 JJ0903;                    North         East     Units Scale Factor Converg.
 JJ0903;SPC CO C     -   422,751.022 1,120,583.202   MT  0.99994389   +1 29 55.2
 JJ0903;SPC CO C     - 1,386,975.64  3,676,446.72   sFT  0.99994389   +1 29 55.2
 JJ0903;UTM  13      - 4,304,199.822   662,766.190   MT  0.99992624   +1 10 39.9
 JJ0903
 JJ0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0903!SPC CO C     -   0.99978061  x   0.99994389  =   0.99972451
 JJ0903!UTM  13      -   0.99978061  x   0.99992624  =   0.99970686
 JJ0903
 JJ0903:                Primary Azimuth Mark                     Grid Az
 JJ0903:SPC CO C     -  JOD AZ MK                                134 08 09.8
 JJ0903:UTM  13      -  JOD AZ MK                                134 27 25.1
 JJ0903
 JJ0903|---------------------------------------------------------------------|
 JJ0903| PID    Reference Object                     Distance      Geod. Az  |
 JJ0903|                                                           dddmmss.s |
 JJ0903| CM8858 JOD AZ MK                                          1353805.0 |
 JJ0903| CM8860 JOD RM 2                             23.178 METERS 21224     |
 JJ0903| CM8859 JOD RM 1                             22.869 METERS 31228     |
 JJ0903|---------------------------------------------------------------------|
 JJ0903
 JJ0903                          SUPERSEDED SURVEY CONTROL
 JJ0903
 JJ0903  ELLIP H (06/14/96) 1398.60   (m)                       GP(       ) 1 2
 JJ0903  NAD 83(1992)-  38 52 17.72558(N)    103 07 25.54501(W) AD(       ) 3
 JJ0903  NAD 83(1986)-  38 52 17.72394(N)    103 07 25.53975(W) AD(       ) 3
 JJ0903  NAD 27      -  38 52 17.73379(N)    103 07 23.77399(W) AD(       ) 3
 JJ0903
 JJ0903.Superseded values are not recommended for survey control.
 JJ0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0903.See file dsdata.txt to determine how the superseded data were derived.
 JJ0903
 JJ0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD6276604200(NAD 83)
 JJ0903_MARKER: DS = TRIANGULATION STATION DISK
 JJ0903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0903_STAMPING: JOD 1954
 JJ0903_MARK LOGO: CGS   
 JJ0903_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JJ0903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0903+STABILITY: SURFACE MOTION
 JJ0903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0903+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1996
 JJ0903
 JJ0903  HISTORY     - Date     Condition        Report By
 JJ0903  HISTORY     - 1954     MONUMENTED       CGS
 JJ0903  HISTORY     - 1968     GOOD             CGS
 JJ0903  HISTORY     - 1971     GOOD             LOCENG
 JJ0903  HISTORY     - 19960124 GOOD             CODOT
 JJ0903
 JJ0903                          STATION DESCRIPTION
 JJ0903
 JJ0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0903'THE STATION IS LOCATED ON THE SOUTHWEST SIDE OF U.S. HIGHWAY 40
 JJ0903'ABOUT 1 MILE AIRLINE NORTH-NORTHEAST OF AROYA, ABOUT 7 MILES
 JJ0903'AIRLINE WEST-NORTHWEST OF WILD HORSE, AND ABOUT 19 MILES AIRLINE
 JJ0903'WEST-NORTHWEST OF KIT CARSON.
 JJ0903'
 JJ0903'TO REACH THE STATION FROM THE POST OFFICE IN WILD HORSE GO
 JJ0903'NORTHWEST ON U.S. HIGHWAY 40 FOR 7.2 MILES TO THE TOP OF A
 JJ0903'SLIGHT RISE AND THE STATION ON THE LEFT.
 JJ0903'
 JJ0903'THE STATION MARK IS A STANDARD DISK STAMPED JOD 1954 SET IN
 JJ0903'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES
 JJ0903'ABOVE THE GROUND.  IT IS 9 FEET WEST OF A WITNESS POST, 35
 JJ0903'FEET SOUTHWEST OF A FENCE LINE, AND 85 FEET SOUTHWEST OF THE
 JJ0903'CENTERLINE OF THE HIGHWAY.
 JJ0903'
 JJ0903'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED JOD NO 1 1954
 JJ0903'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 JJ0903'3 INCHES ABOVE THE GROUND.  IT IS 35 FEET SOUTHWEST OF A FENCE
 JJ0903'LINE AND THE SAME ELEVATION AS THE STATION.
 JJ0903'
 JJ0903'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED JOD NO 2 1954
 JJ0903'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 JJ0903'2 INCHES ABOVE THE GROUND.  IT IS 1 FOOT LOWER THAN THE STATION.
 JJ0903'
 JJ0903'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JOD 1954 SET IN THE
 JJ0903'TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 JJ0903'ABOVE THE GROUND.  IT IS 42 FEET SOUTHWEST OF A FENCE LINE
 JJ0903'AND 92 FEET SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 40.
 JJ0903'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHEAST ON U.S.
 JJ0903'HIGHWAY 40 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 JJ0903
 JJ0903                          STATION RECOVERY (1968)
 JJ0903
 JJ0903'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JJ0903'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JJ0903'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 JJ0903'THE DESCRIPTION WAS ADEQUATE FOR RECOVERY EXCEPT THE FENCE LINES
 JJ0903'HAVE CHANGED.
 JJ0903'
 JJ0903'THE STATION MARK IS 10 FEET SOUTHWEST OF A METAL WITNESS POST
 JJ0903'SET IN A FENCE.
 JJ0903'
 JJ0903'AZIMUTH MARK IS 17 FEET SOUTHWEST OF A METAL WITNESS POST SET
 JJ0903'IN A FENCE.
 JJ0903'
 JJ0903'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1 MILE
 JJ0903'NNE OF AROYA.
 JJ0903
 JJ0903                          STATION RECOVERY (1971)
 JJ0903
 JJ0903'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 JJ0903'RECOVERED BY M.J. HARDEN AND ASSOC.
 JJ0903'
 JJ0903'STATION AND REFERENCE MARKS WERE FOUND IN EXCELLENT CONDITION.
 JJ0903'AZIMUTH MARK NOT SEARCHED FOR.
 JJ0903
 JJ0903                          STATION RECOVERY (1996)
 JJ0903
 JJ0903'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (KAW)
 JJ0903'THE STATION WILL BE USED DURING A COLORADO HARN DENSIFICATION PROJECT
 JJ0903'THE STATION IS LOCATED ABOUT 1.3 MI (2.1 KM) NORTHEAST OF AROYA AT US
 JJ0903'40/287 REFERENCE POST 425.3 IN THE WEST CENTER OF SECTION 33, T 13 S,
 JJ0903'R 51 W, 6TH P.M.  OWNERSHIP-- JOD RANCH, AROYA, CO. TO REACH THE
 JJ0903'STATION FROM THE JUNCTION OF US 40/287 AND STATE HIGHWAY 94, PROCEED
 JJ0903'NORTHWEST ON US 40/287 FOR 0.2 MI (0.3 KM) TO THE STATION ON THE LEFT.
 JJ0903'THE STATION IS A BRASS USCGS TRIANGULATION DISK IN A CONCRETE POST. IT
 JJ0903'IS 35 M (114.8 FT) NORTHWEST OF A JCT SH 94 SIGN, 26.2 M (86.0 FT)
 JJ0903'SOUTHWEST OF THE CENTER OF US 40/287, 3.3 M (10.8 FT) SOUTHWEST OF THE
 JJ0903'SOUTH RIGHT OF WAY FENCE OF US 40/287 AND A METAL USCGS SIGN AND POST.
 JJ0903'DESCRIPTION BY K A WILLIAMS, CODOT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4828 ***********************************************************************
 AB4828  DESIGNATION -  JOEL
 AB4828  PID         -  AB4828
 AB4828  STATE/COUNTY-  CO/LOGAN
 AB4828  USGS QUAD   -  ST PETERSBURG (1972)
 AB4828
 AB4828                         *CURRENT SURVEY CONTROL
 AB4828  ___________________________________________________________________
 AB4828* NAD 83(1992)-  40 36 47.66213(N)    102 45 39.25984(W)     ADJUSTED  
 AB4828* NAVD 88     -      1270.9    (meters)    4170.     (feet)  GPS OBS   
 AB4828  ___________________________________________________________________
 AB4828  X           -  -1,071,196.420 (meters)                     COMP
 AB4828  Y           -  -4,729,824.528 (meters)                     COMP
 AB4828  Z           -   4,130,727.820 (meters)                     COMP
 AB4828  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 AB4828  ELLIP HEIGHT-        1250.66  (meters)          (12/03/02) GPS OBS
 AB4828  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 AB4828
 AB4828  HORZ ORDER  -  FIRST
 AB4828  ELLP ORDER  -  FOURTH    CLASS II
 AB4828
 AB4828.The horizontal coordinates were established by GPS observations
 AB4828.and adjusted by the National Geodetic Survey in July 1996..
 AB4828
 AB4828.The orthometric height was determined by GPS observations and a
 AB4828.high-resolution geoid model.
 AB4828
 AB4828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4828
 AB4828.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4828
 AB4828.The ellipsoidal height was determined by GPS observations
 AB4828.and is referenced to NAD 83.
 AB4828
 AB4828.The geoid height was determined by GEOID03.
 AB4828
 AB4828;                    North         East     Units Scale Factor Converg.
 AB4828;SPC CO N     -   450,491.957 1,146,155.645   MT  0.99997682   +1 46 11.4
 AB4828;SPC CO N     - 1,477,989.03  3,760,345.65   sFT  0.99997682   +1 46 11.4
 AB4828;UTM  13      - 4,498,234.335   689,415.173   MT  1.00004164   +1 27 28.7
 AB4828
 AB4828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4828!SPC CO N     -   0.99980385  x   0.99997682  =   0.99978068
 AB4828!UTM  13      -   0.99980385  x   1.00004164  =   0.99984548
 AB4828
 AB4828                          SUPERSEDED SURVEY CONTROL
 AB4828
 AB4828  ELLIP H (10/08/96) 1250.68   (m)                       GP(       ) 1 1
 AB4828  ELLIP H (07/08/96) 1250.93   (m)                       GP(       ) 1 1
 AB4828
 AB4828.Superseded values are not recommended for survey control.
 AB4828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4828.See file dsdata.txt to determine how the superseded data were derived.
 AB4828
 AB4828_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE8941598234(NAD 83)
 AB4828_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4828_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AB4828_STAMPING: JOEL 1995
 AB4828_MARK LOGO: NGS   
 AB4828_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AB4828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB4828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4828+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4828
 AB4828  HISTORY     - Date     Condition        Report By
 AB4828  HISTORY     - 1995     MONUMENTED       MSAM
 AB4828
 AB4828                          STATION DESCRIPTION
 AB4828
 AB4828'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 AB4828'STATION IS LOCATED ABOUT 6 MILES (9.7 KM) SOUTHEAST OF FLEMING, 150 FT
 AB4828'(45.7 M) NORTH OF COUNTY ROAD 26 AND COUNTY ROAD 87, IN THE SW 1/4 OF
 AB4828'SEC.  32, T.  8 N., R.  48 W.  TO REACH THE STATION FROM THE POST
 AB4828'OFFICE IN FLEMING, GO SOUTH ON COUNTY ROAD 79 FOR 4.7 MILES (7.6 KM)
 AB4828'TO COUNTY COUNTY ROAD 26, GO EAST ON COUNTY ROAD 26 FOR 4.1 MILES (6.6
 AB4828'KM) TO COUNTY ROAD 87, GO NORTH ON COUNTY ROAD 87 FOR 150 FT (45.7 M)
 AB4828'TO STATION,  THE STATION IS A STANDARD DISK SET IN A MASS OF CONCRETE,
 AB4828'IT IS 215 FT (65.5 M) NORTH OF THE CENTER OF COUNTY ROAD 26 (DIRT) AND
 AB4828'20 FT (6.1 M) EAST OF THE CENTER OF COUNTY ROAD 87 (DIRT) AND IT IS 4
 AB4828'FT (1.2 M) WEST OF A FIBERGLASS WITNESS POST (NOAA) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0465 ***********************************************************************
 KJ0465  DESIGNATION -  JOES
 KJ0465  PID         -  KJ0465
 KJ0465  STATE/COUNTY-  CO/YUMA
 KJ0465  USGS QUAD   -  JOES SW (1978)
 KJ0465
 KJ0465                         *CURRENT SURVEY CONTROL
 KJ0465  ___________________________________________________________________
 KJ0465* NAD 83(1992)-  39 36 42.74006(N)    102 42 18.63676(W)     ADJUSTED  
 KJ0465* NAVD 88     -      1330.     (meters)    4364.     (feet)  SCALED    
 KJ0465  ___________________________________________________________________
 KJ0465  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 KJ0465  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 KJ0465
 KJ0465  HORZ ORDER  -  FIRST
 KJ0465
 KJ0465.The horizontal coordinates were established by classical geodetic methods
 KJ0465.and adjusted by the National Geodetic Survey in January 1993..
 KJ0465
 KJ0465.The orthometric height was scaled from a topographic map.
 KJ0465
 KJ0465.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0465
 KJ0465.The geoid height was determined by GEOID03.
 KJ0465
 KJ0465;                    North         East     Units Scale Factor Converg.
 KJ0465;SPC CO N     -   339,508.760 1,154,373.006   MT  1.00001857   +1 48 21.0
 KJ0465;SPC CO N     - 1,113,871.66  3,787,305.44   sFT  1.00001857   +1 48 21.0
 KJ0465;SPC CO C     -   505,927.509 1,154,364.571   MT  0.99997559   +1 45 45.6
 KJ0465;SPC CO C     - 1,659,863.84  3,787,277.76   sFT  0.99997559   +1 45 45.6
 KJ0465;UTM  13      - 4,387,196.378   696,999.908   MT  1.00007783   +1 27 49.0
 KJ0465
 KJ0465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0465!SPC CO N     -   0.99979487  x   1.00001857  =   0.99981344
 KJ0465!SPC CO C     -   0.99979487  x   0.99997559  =   0.99977047
 KJ0465!UTM  13      -   0.99979487  x   1.00007783  =   0.99987269
 KJ0465
 KJ0465|---------------------------------------------------------------------|
 KJ0465| PID    Reference Object                     Distance      Geod. Az  |
 KJ0465|                                                           dddmmss.s |
 KJ0465| CP8335 JOES RM 1                            18.683 METERS 07216     |
 KJ0465| CP8336 JOES RM 2                            17.095 METERS 28739     |
 KJ0465| CP8334 JOES AZ MK                                         3523555.2 |
 KJ0465|---------------------------------------------------------------------|
 KJ0465
 KJ0465                          SUPERSEDED SURVEY CONTROL
 KJ0465
 KJ0465  NAD 83(1986)-  39 36 42.73577(N)    102 42 18.63498(W) AD(       ) 1
 KJ0465  NAD 27      -  39 36 42.77531(N)    102 42 16.89169(W) AD(       ) 1
 KJ0465
 KJ0465.Superseded values are not recommended for survey control.
 KJ0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0465.See file dsdata.txt to determine how the superseded data were derived.
 KJ0465
 KJ0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD9700087196(NAD 83)
 KJ0465_MARKER: DS = TRIANGULATION STATION DISK
 KJ0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0465_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KJ0465
 KJ0465  HISTORY     - Date     Condition        Report By
 KJ0465  HISTORY     - 1968     MONUMENTED       CGS
 KJ0465
 KJ0465                          STATION DESCRIPTION
 KJ0465
 KJ0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KJ0465'THE STATION IS LOCATED IN THE NORTHWEST 1/4 OF SECTION 24,
 KJ0465'T. 5 S., R. 48 W. AND ON PROPERTY OF THE WEST AMERICA
 KJ0465'CORPORATION.  IT IS ABOUT 8-1/2 MILES SOUTHEAST OF COPE, 5-1/2
 KJ0465'MILES EAST OF THE WASHINGTON-YUMA COUNTY LINE, 3 MILES
 KJ0465'SOUTH-SOUTHWEST OF JOES AND 3 MILES NORTH OF THE KIT CARSON-YUMA
 KJ0465'COUNTY LINE.
 KJ0465'
 KJ0465'TO REACH THE STATION FROM THE POST OFFICE IN JOES, GO WEST
 KJ0465'ON U.S. HIGHWAY 36 FOR 1.4 MILES TO A GRAVELED ROAD LEFT AND
 KJ0465'STATE HIGHWAY 59 TO THE NORTH.  TURN LEFT AND GO SOUTH ON A
 KJ0465'GRAVELED ROAD FOR 2.15 MILES TO THE AZIMUTH MARK ON THE
 KJ0465'LEFT.  CONTINUE SOUTH ON THE GRAVELED ROAD FOR 0.8 MILE TO A
 KJ0465'CROSSROAD.  TURN LEFT AND GO EAST ON A GRAVELED ROAD FOR 0.1
 KJ0465'MILE TO THE TOP OF A GRADE AND THE STATION ON THE RIGHT.
 KJ0465'
 KJ0465'THE STATION MARK IS A STANDARD DISK STAMPED JOES 1968, SET IN
 KJ0465'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 KJ0465'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 123 FEET SOUTHWEST OF A
 KJ0465'POWER LINE POLE, 58.7 FEET EAST-SOUTHEAST OF A METAL WITNESS
 KJ0465'POST AND 53 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD.
 KJ0465'
 KJ0465'REFERENCE MARK 1 IS A STANDARD DISK STAMPED JOES NO 1 1968,
 KJ0465'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KJ0465'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 77 FEET
 KJ0465'SOUTH-SOUTHWEST OF THE POWER LINE POLE, 35 FEET SOUTH OF THE
 KJ0465'CENTER OF THE GRAVELED ROAD AND ABOUT 1 FOOT LOWER IN ELEVATION
 KJ0465'THAN THE STATION MARK.
 KJ0465'
 KJ0465'REFERENCE MARK 2 IS A STANDARD DISK STAMPED JOES NO 2 1968,
 KJ0465'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KJ0465'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 36 FEET SOUTH
 KJ0465'OF THE CENTER OF THE GRAVELED ROAD AND 2 FEET EAST OF THE METAL
 KJ0465'WITNESS POST.
 KJ0465'
 KJ0465'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JOES 1968, SET IN
 KJ0465'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 KJ0465'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 28 FEET EAST OF THE
 KJ0465'CENTER OF THE GRAVELED ROAD, 2.4 FEET EAST-NORTHEAST OF A
 KJ0465'POWER LINE POLE AND 2.3 FEET SOUTH OF A METAL WITNESS POST.
 KJ0465'
 KJ0465'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0464 ***********************************************************************
 KJ0464  DESIGNATION -  JOES KCY 209 RAD MAST
 KJ0464  PID         -  KJ0464
 KJ0464  STATE/COUNTY-  CO/YUMA
 KJ0464  USGS QUAD   -  ADLER CREEK (1968)
 KJ0464
 KJ0464                         *CURRENT SURVEY CONTROL
 KJ0464  ___________________________________________________________________
 KJ0464* NAD 83(1992)-  39 39 18.32935(N)    102 37 27.18895(W)     ADJUSTED  
 KJ0464* NAVD 88     -                                                        
 KJ0464  ___________________________________________________________________
 KJ0464  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 KJ0464  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 KJ0464
 KJ0464  HORZ ORDER  -  THIRD
 KJ0464
 KJ0464.The horizontal coordinates were established by classical geodetic methods
 KJ0464.and adjusted by the National Geodetic Survey in January 1993..
 KJ0464
 KJ0464
 KJ0464.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0464
 KJ0464.The geoid height was determined by GEOID03.
 KJ0464
 KJ0464;                    North         East     Units Scale Factor Converg.
 KJ0464;SPC CO N     -   344,527.094 1,161,166.262   MT  1.00001051   +1 51 29.3
 KJ0464;SPC CO N     - 1,130,335.97  3,809,592.98   sFT  1.00001051   +1 51 29.3
 KJ0464;SPC CO C     -   510,940.473 1,161,161.419   MT  0.99998260   +1 48 49.4
 KJ0464;SPC CO C     - 1,676,310.54  3,809,577.09   sFT  0.99998260   +1 48 49.4
 KJ0464;UTM  13      - 4,392,174.491   703,823.530   MT  1.00011150   +1 30 60.0
 KJ0464
 KJ0464                          SUPERSEDED SURVEY CONTROL
 KJ0464
 KJ0464  NAD 83(1986)-  39 39 18.32515(N)    102 37 27.18540(W) AD(       ) 4
 KJ0464  NAD 27      -  39 39 18.36414(N)    102 37 25.45308(W) AD(       ) 3
 KJ0464
 KJ0464.Superseded values are not recommended for survey control.
 KJ0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0464.See file dsdata.txt to determine how the superseded data were derived.
 KJ0464
 KJ0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD0382492174(NAD 83)
 KJ0464_MARKER: 42 = RADIO/TV MAST
 KJ0464
 KJ0464  HISTORY     - Date     Condition        Report By
 KJ0464  HISTORY     - 1968     FIRST OBSERVED   CGS
 KJ0464
 KJ0464                          STATION DESCRIPTION
 KJ0464
 KJ0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KJ0464'THE STATION IS LOCATED 2.8 MILES EAST OF THE POST OFFICE IN
 KJ0464'JOES AND ON THE SOUTH SIDE OF U.S. HIGHWAY 36.  THE MAST IS A
 KJ0464'GUYED STEEL STRUCTURE, SILVER IN COLOR, SET ON THE ROOF OF THE
 KJ0464'LIBERTY SCHOOL AND THE OVER-ALL HEIGHT ABOVE THE GROUND IS 88
 KJ0464'FEET.
 KJ0464'
 KJ0464'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1696 ***********************************************************************
 KK1696  CBN         -  This is a Cooperative Base Network Control Station.
 KK1696  DESIGNATION -  JOG
 KK1696  PID         -  KK1696
 KK1696  STATE/COUNTY-  CO/DOUGLAS
 KK1696  USGS QUAD   -  PARKER (1994)
 KK1696
 KK1696                         *CURRENT SURVEY CONTROL
 KK1696  ___________________________________________________________________
 KK1696* NAD 83(1992)-  39 34 05.17515(N)    104 52 18.24505(W)     ADJUSTED  
 KK1696* NAVD 88     -      1796.4    (meters)    5894.     (feet)  GPS OBS   
 KK1696  ___________________________________________________________________
 KK1696  X           -  -1,263,970.458 (meters)                     COMP
 KK1696  Y           -  -4,759,798.603 (meters)                     COMP
 KK1696  Z           -   4,042,268.499 (meters)                     COMP
 KK1696  LAPLACE CORR-          -5.62  (seconds)                    DEFLEC99
 KK1696  ELLIP HEIGHT-        1779.20  (meters)          (10/21/02) GPS OBS
 KK1696  GEOID HEIGHT-         -17.19  (meters)                     GEOID03
 KK1696
 KK1696  HORZ ORDER  -  B
 KK1696  ELLP ORDER  -  FIFTH     CLASS I
 KK1696
 KK1696.The horizontal coordinates were established by GPS observations
 KK1696.and adjusted by the National Geodetic Survey in May 1992..
 KK1696
 KK1696.The orthometric height was determined by GPS observations and a
 KK1696.high-resolution geoid model.
 KK1696
 KK1696.Photographs are available for this station.
 KK1696
 KK1696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK1696
 KK1696.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1696
 KK1696.The ellipsoidal height was determined by GPS observations
 KK1696.and is referenced to NAD 83.
 KK1696
 KK1696.The geoid height was determined by GEOID03.
 KK1696
 KK1696;                    North         East     Units Scale Factor Converg.
 KK1696;SPC CO C     -   497,563.455   968,386.196   MT  0.99996908   +0 23 46.5
 KK1696;SPC CO C     - 1,632,422.77  3,177,113.71   sFT  0.99996908   +0 23 46.5
 KK1696;UTM  13      - 4,379,830.656   511,017.352   MT  0.99960149   +0 04 54.1
 KK1696
 KK1696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1696!SPC CO C     -   0.99972095  x   0.99996908  =   0.99969003
 KK1696!UTM  13      -   0.99972095  x   0.99960149  =   0.99932255
 KK1696
 KK1696|---------------------------------------------------------------------|
 KK1696| PID    Reference Object                     Distance      Geod. Az  |
 KK1696|                                                           dddmmss.s |
 KK1696| KK1695 DENVER INVERNESS TANK                66.890 METERS 11312     |
 KK1696| CP8337 JOG RM 1                             13.428 METERS 13410     |
 KK1696| KK1699 JOG AZ MK                           APPROX. 0.7 KM 1760035.2 |
 KK1696| KK1701 LITTLETON HONEYWELL CORP TANK       APPROX. 5.2 KM 2840833.9 |
 KK1696| CP8338 JOG RM 2                             11.912 METERS 32655     |
 KK1696|---------------------------------------------------------------------|
 KK1696
 KK1696                          SUPERSEDED SURVEY CONTROL
 KK1696
 KK1696  ELLIP H (05/26/92) 1779.26   (m)                       GP(       ) 4 1
 KK1696  NAD 83(1986)-  39 34 05.17172(N)    104 52 18.24385(W) AD(       ) 1
 KK1696  NAD 27      -  39 34 05.21252(N)    104 52 16.31971(W) AD(       ) 1
 KK1696  NGVD 29 (07/19/86) 1795.6    (m)         5891.     (f) VERT ANG       
 KK1696
 KK1696.Superseded values are not recommended for survey control.
 KK1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1696.See file dsdata.txt to determine how the superseded data were derived.
 KK1696
 KK1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED1101779831(NAD 83)
 KK1696_MARKER: DS = TRIANGULATION STATION DISK
 KK1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1696_SP_SET: CONCRETE POST
 KK1696_STAMPING: JOG 1977
 KK1696_MARK LOGO: NGS   
 KK1696_PROJECTION: RECESSED 51 CENTIMETERS
 KK1696_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1696+STABILITY: SURFACE MOTION
 KK1696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1696+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2006
 KK1696
 KK1696  HISTORY     - Date     Condition        Report By
 KK1696  HISTORY     - 1977     MONUMENTED       NGS
 KK1696  HISTORY     - 1977     GOOD             NGS
 KK1696  HISTORY     - 19910515 GOOD             NGS
 KK1696  HISTORY     - 19921214 GOOD             CODOT
 KK1696  HISTORY     - 19940307 GOOD             MSAM
 KK1696  HISTORY     - 19950206 GOOD             CODOT
 KK1696  HISTORY     - 19960415 GOOD             MSAM
 KK1696  HISTORY     - 19990405 GOOD             MSAM
 KK1696  HISTORY     - 20040228 GOOD             INDIV
 KK1696  HISTORY     - 20050303 GOOD             INDIV
 KK1696  HISTORY     - 20050516 GOOD             WSSUR
 KK1696  HISTORY     - 20060605 GOOD             INDIV
 KK1696
 KK1696                          STATION DESCRIPTION
 KK1696
 KK1696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1696'THE STATION IS LOCATED ON THE EAST SIDE OF INTERSTATE HIGHWAY
 KK1696'25 AND NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 470 AND
 KK1696'INTERSTATE HIGHWAY 25, ON ROAD RIGHT-OF-WAY, ON PROPERTY
 KK1696'OWNED BY THE STATE OF COLORADO.  IT IS JUST SOUTHEAST OF
 KK1696'DENVER CITY LIMITS AND IN THE SOUTHEAST QUARTER OF SECTION
 KK1696'34, T. 5 S., R. 67 W.
 KK1696'
 KK1696'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 KK1696'25 AND STATE HIGHWAY 88 (ARAPAHOE ROAD) GO SOUTH-SOUTHEAST
 KK1696'ON INTERSTATE HIGHWAY 25 FOR 2.5 MILES TO COUNTY LINE ROAD
 KK1696'EXIT.  TAKE EXIT RAMP TO A STOP SIGN, TURN LEFT ON COUNTY LINE
 KK1696'ROAD FOR 0.3 MILE TO A FRONTAGE ROAD ON THE RIGHT AND ENTRANCE
 KK1696'RAMP FOR NORTHBOUND INTERSTATE HIGHWAY 25.  (TO REACH AZIMUTH
 KK1696'MARK FROM HERE TURN RIGHT ON FRONTAGE ROAD AND GO WESTERLY AND
 KK1696'SOUTH FOR 0.4 MILE TO AZIMUTH MARK ON THE RIGHT). TURN
 KK1696'LEFT ONTO ENTRANCE RAMP AND GO NORTHERLY FOR 0.1
 KK1696'MILE TO THE STATION ON THE RIGHT NEXT TO A CHAIN LINK FENCE.
 KK1696'
 KK1696'STATION MARKS, STAMPED---JOG 1977---, ARE STANDARD DISKS.  THE
 KK1696'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KK1696'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 5.5
 KK1696'FEET WEST OF A CHAIN LINK FENCE AND 85 FEET EAST OF THE CENTER
 KK1696'OF ENTRANCE RAMP FOR NORTHBOUND INTERSTATE HIGHWAY 25.  THE
 KK1696'UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE ABOUT
 KK1696'42 INCHES BELOW THE GROUND.
 KK1696'
 KK1696'REFERENCE MARK 1, STAMPED---JOG NO 1 1977---, IS A STANDARD
 KK1696'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KK1696'THAT IS ABOUT 3 INCHES BELOW THE GROUND.  IT IS 5.5 FEET WEST
 KK1696'OF A CHAIN LINK FENCE, 5.5 FEET NORTHWEST OF FENCE POST WITH
 KK1696'WITNESS SIGN ATTACHED AND 85 FEET EAST OF THE CENTER OF
 KK1696'ENTRANCE RAMP.
 KK1696'
 KK1696'REFERENCE MARK 2, STAMPED---JOG NO 2 1977---, IS A STANDARD
 KK1696'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KK1696'THAT IS FLUSH WITH THE GROUND.  IT IS 5.5 FEET WEST OF THE
 KK1696'CHAIN LINK FENCE, 5.6 FEET NORTHWEST OF FENCE POST WITH
 KK1696'WITNESS SIGN
 KK1696'ATTACHED AND 87 FEET EAST OF THE CENTER OF ENTRANCE RAMP.
 KK1696'
 KK1696'AZIMUTH MARK, STAMPED---JOG 1977---, IS A STANDARD DISK SET IN
 KK1696'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 KK1696'FLUSH WITH THE GROUND.  IT IS 1.2 FEET EAST OF A FENCE, 30.2
 KK1696'FEET WEST OF THE CENTER OF FRONTAGE ROAD AND 45 FEET EAST OF
 KK1696'THE EAST EDGE OF THE NORTHBOUND LANE OF INTERSTATE HIGHWAY
 KK1696'25.
 KK1696'
 KK1696'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS.
 KK1696'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 KK1696
 KK1696                          STATION RECOVERY (1977)
 KK1696
 KK1696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KK1696'RECOVERED IN GOOD CONDITION.
 KK1696
 KK1696                          STATION RECOVERY (1991)
 KK1696
 KK1696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KK1696'STATION MARK RECOVERED IN GOOD CONDITION.  OTHER MARKS NOT SEARCHED
 KK1696'FOR.  STATION SITE IS UNDER CONSTRUCTION AT THIS TIME (WIDENING OF
 KK1696'ENTRANCE RAMP TO INTERSTATE HIGHWAY 25).  AREA HAS BEEN COVERED WITH
 KK1696'A 30-CM LAYER OF FILL DIRT.
 KK1696'STATION IS LOCATED ABOUT 18 KM (11.2 MI) SOUTH OF DENVER, 0.1 KM
 KK1696'(0.1 MI) NORTH OF THE ARAPAHOE-DOUGLAS COUNTY LINE, AT THE COUNTY
 KK1696'LINE ROAD INTERCHANGE, ON A CUTBANK ALONG THE NORTH ENTRANCE RAMP TO
 KK1696'INTERSTATE HIGHWAY 25 FROM INVERNESS ROAD, ABOUT 50 M (164.0 FT)
 KK1696'NORTHWEST OF A PEDESTAL SPHERE TANK, ALONG A FENCE THAT BORDERS A
 KK1696'PAVED PARKING LOT, IN THE SOUTHEAST 1/4 OF SECTION 34, T 5 S, R 67 W.
 KK1696'OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 KK1696'AT THIS TIME THE STATION CAN BE REACHED BY GOING WEST ON INVERNESS
 KK1696'DRIVE TO THE NORTHBOUND ENTRANCE RAMP TO HIGHWAY 25.  BEAR RIGHT ON
 KK1696'RAMP FOR 0.35 KM (0.22 MI) TO A POINT WHERE CUTBANK IS LEVEL WITH THE
 KK1696'RAMP.  TURN VERY SHARP RIGHT, SOUTHEAST, ON CUTBANK FOR 50 M
 KK1696'(164.0 FT) TO THE STATION.
 KK1696'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST 30 CM
 KK1696'BELOW GROUND, IN THE MIDDLE OF THREE TEMPORARY METAL POSTS.  IT IS
 KK1696'8.5 M (27.9 FT) NORTHEAST OF THE CUTBANK EDGE, 59.9 M (196.5 FT)
 KK1696'NORTH-NORTHWEST OF THE NORTH CORNER OF A TRAFFIC SIGNAL BOX, 10.7 M
 KK1696'(35.1 FT) WEST-NORTHWEST OF THE LIGHT POLE IN PARKING LOT AND 1.7 M
 KK1696'(5.6 FT) WEST-SOUTHWEST OF A BRACED FENCE POST.
 KK1696'DESCRIBED BY G.R.HEID
 KK1696
 KK1696                          STATION RECOVERY (1992)
 KK1696
 KK1696'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1992
 KK1696'RECOVERED IN GOOD CONDITION.
 KK1696
 KK1696                          STATION RECOVERY (1994)
 KK1696
 KK1696'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1994 (KCH)
 KK1696'RECOVERED AS DESCRIBED.
 KK1696
 KK1696                          STATION RECOVERY (1995)
 KK1696
 KK1696'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (KAW)
 KK1696'RECOVERED AS DESCRIBED.
 KK1696
 KK1696                          STATION RECOVERY (1996)
 KK1696
 KK1696'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1996 (RSC)
 KK1696'RECOVERED AS DESCRIBED.
 KK1696
 KK1696                          STATION RECOVERY (1999)
 KK1696
 KK1696'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 KK1696'RECOVERED AS DESCRIBED.
 KK1696
 KK1696                          STATION RECOVERY (2004)
 KK1696
 KK1696'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MGM)
 KK1696'RECOVERED IN GOOD CONDITION.
 KK1696
 KK1696                          STATION RECOVERY (2005)
 KK1696
 KK1696'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RPC)
 KK1696'RECOVERED WITH MICHAEL G. MEDBERRY.  RECOVERED UNDER 8 INCHES OF LOOSE
 KK1696'DIRT.  SURROUNDING SOIL HAS BEEN RAISED TO APPROXIMATELY 20 INCHES
 KK1696'ABOVE MONUMENT.
 KK1696
 KK1696                          STATION RECOVERY (2005)
 KK1696
 KK1696'RECOVERY NOTE BY WESTERN STATES SURVEYING INCORPORATED 2005 (RJD)
 KK1696'RECOVERED AS DESCRIBED
 KK1696
 KK1696                          STATION RECOVERY (2006)
 KK1696
 KK1696'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (MDS)
 KK1696'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0584 ***********************************************************************
 KJ0584  DESIGNATION -  JOG
 KJ0584  PID         -  KJ0584
 KJ0584  STATE/COUNTY-  CO/YUMA
 KJ0584  USGS QUAD   -  BONNY RESERVOIR NORTH (1968)
 KJ0584
 KJ0584                         *CURRENT SURVEY CONTROL
 KJ0584  ___________________________________________________________________
 KJ0584* NAD 83(1992)-  39 44 45.59122(N)    102 13 08.09664(W)     ADJUSTED  
 KJ0584* NAVD 88     -      1188.2    (meters)    3898.     (feet)  VERTCON   
 KJ0584  ___________________________________________________________________
 KJ0584  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 KJ0584  GEOID HEIGHT-         -22.55  (meters)                     GEOID03
 KJ0584
 KJ0584  HORZ ORDER  -  THIRD
 KJ0584
 KJ0584.The horizontal coordinates were established by classical geodetic methods
 KJ0584.and adjusted by the National Geodetic Survey in January 1993..
 KJ0584
 KJ0584.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0584
 KJ0584.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0584
 KJ0584.The geoid height was determined by GEOID03.
 KJ0584
 KJ0584;                    North         East     Units Scale Factor Converg.
 KJ0584;SPC CO N     -   355,820.740 1,195,556.188   MT  0.99999540   +2 07 12.1
 KJ0584;SPC CO N     - 1,167,388.54  3,922,420.59   sFT  0.99999540   +2 07 12.1
 KJ0584;UTM  13      - 4,403,265.288   738,287.020   MT  1.00029910   +1 46 44.5
 KJ0584
 KJ0584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0584!SPC CO N     -   0.99981716  x   0.99999540  =   0.99981256
 KJ0584!UTM  13      -   0.99981716  x   1.00029910  =   1.00011621
 KJ0584
 KJ0584                          SUPERSEDED SURVEY CONTROL
 KJ0584
 KJ0584  NAD 83(1992)-  39 44 45.58992(N)    102 13 08.09511(W) AD(       ) 3
 KJ0584  NGVD 29 (01/21/92) 1187.7    (m)         3897.     (f) VERT ANG       
 KJ0584
 KJ0584.Superseded values are not recommended for survey control.
 KJ0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0584.See file dsdata.txt to determine how the superseded data were derived.
 KJ0584
 KJ0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGE3828703265(NAD 83)
 KJ0584_MARKER: DD = SURVEY DISK
 KJ0584_SETTING: 0 = UNSPECIFIED SETTING
 KJ0584_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KJ0584
 KJ0584  HISTORY     - Date     Condition        Report By
 KJ0584  HISTORY     - 1963     MONUMENTED       USGS
 KJ0584
 KJ0584                          STATION DESCRIPTION
 KJ0584
 KJ0584'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 KJ0584'STATION IS LOCATED ABOUT 3.0 MI. N. AND 4.0 MI. E. OF IDALIA, YUMA
 KJ0584'COUNTY, COLORADO, IN THE SW. CORNER OF CROSSROAD INTERSECTION, 57 FT.
 KJ0584'S. OF CENTERLINE HIGHWAY, 68 FT. W. OF CENTERLINE N-S. SECTION LINE
 KJ0584'RD., 5 FT. SE. OF CORNER JOG IN RIGHT-OF-WAY FENCE LINE.
 KJ0584'
 KJ0584'TO REACH FROM IDALIA, GO 7 MI. E., N., AND E. ALONG U.S. HIGHWAY 36
 KJ0584'TO N-S. CROSSROAD AND STATION AS DESCRIBED.
 KJ0584'
 KJ0584'STATION MARK--STANDARD USGS TABLET IN CONCRETE POST PROJECTING ABOUT
 KJ0584'0.2 FT., STAMPED---JOG-ET 1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1699 ***********************************************************************
 KK1699  DESIGNATION -  JOG AZ MK
 KK1699  PID         -  KK1699
 KK1699  STATE/COUNTY-  CO/DOUGLAS
 KK1699  USGS QUAD   -  PARKER (1994)
 KK1699
 KK1699                         *CURRENT SURVEY CONTROL
 KK1699  ___________________________________________________________________
 KK1699* NAD 83(1992)-  39 33 41.67583(N)    104 52 16.12730(W)     ADJUSTED  
 KK1699* NAVD 88     -      1799.2    (meters)    5903.     (feet)  VERTCON   
 KK1699  ___________________________________________________________________
 KK1699  LAPLACE CORR-          -5.69  (seconds)                    DEFLEC99
 KK1699  GEOID HEIGHT-         -17.17  (meters)                     GEOID03
 KK1699
 KK1699  HORZ ORDER  -  SECOND
 KK1699
 KK1699.The horizontal coordinates were established by classical geodetic methods
 KK1699.and adjusted by the National Geodetic Survey in January 1993..
 KK1699
 KK1699.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1699
 KK1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1699
 KK1699.The geoid height was determined by GEOID03.
 KK1699
 KK1699;                    North         East     Units Scale Factor Converg.
 KK1699;SPC CO C     -   496,839.111   968,441.759   MT  0.99996816   +0 23 47.8
 KK1699;SPC CO C     - 1,630,046.32  3,177,296.00   sFT  0.99996816   +0 23 47.8
 KK1699;UTM  13      - 4,379,106.283   511,068.919   MT  0.99960151   +0 04 55.4
 KK1699
 KK1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1699!SPC CO C     -   0.99972050  x   0.99996816  =   0.99968867
 KK1699!UTM  13      -   0.99972050  x   0.99960151  =   0.99932212
 KK1699
 KK1699                          SUPERSEDED SURVEY CONTROL
 KK1699
 KK1699  NAD 83(1986)-  39 33 41.67238(N)    104 52 16.12616(W) AD(       ) 2
 KK1699  NAD 27      -  39 33 41.71284(N)    104 52 14.20209(W) AD(       ) 2
 KK1699  NGVD 29 (07/19/86) 1798.3    (m)         5900.     (f) VERT ANG       
 KK1699
 KK1699.Superseded values are not recommended for survey control.
 KK1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1699.See file dsdata.txt to determine how the superseded data were derived.
 KK1699
 KK1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED1106979106(NAD 83)
 KK1699_MARKER: DS = TRIANGULATION STATION DISK
 KK1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK1699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1699+STABILITY: SURFACE MOTION
 KK1699
 KK1699  HISTORY     - Date     Condition        Report By
 KK1699  HISTORY     - 1977     MONUMENTED       NGS
 KK1699
 KK1699                          STATION DESCRIPTION
 KK1699
 KK1699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1699'THE STATION IS LOCATED ON THE EAST SIDE OF INTERSTATE HIGHWAY
 KK1699'25 AND SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 470 AND
 KK1699'INTERSTATE HIGHWAY 25, ON ROAD RIGHT-OF-WAY PROPERTY OWNED
 KK1699'BY THE STATE OF COLORADO.  IT IS JUST SOUTHEAST OF DENVER
 KK1699'CITY LIMITS
 KK1699'AND IN THE SOUTHEAST QUARTER OF SECTION 34, R 67 W, T 5 S.
 KK1699'
 KK1699'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 KK1699'25 AND STATE HIGHWAY 88 (ARAPAHOE ROAD), GO SOUTH-SOUTHEAST ON
 KK1699'INTERSTATE HIGHWAY 25 FOR 2.5 MILES TO COUNTY LINE ROAD EXIT.
 KK1699'TAKE EXIT RAMP TO A STOP SIGN, TURN LEFT ON COUNTY LINE ROAD
 KK1699'FOR 0.3 MILE TO A FRONTAGE ROAD ON THE RIGHT, TURN RIGHT ON
 KK1699'FRONTAGE ROAD AND GO WESTERLY AND SOUTH FOR 0.4 MILE TO THE
 KK1699'STATION ON THE RIGHT NEXT TO A CHAIN LINK FENCE.
 KK1699'
 KK1699'THE STATION, STAMPED---JOG 1977---, IS A
 KK1699'STANDARD AZIMUTH DISK SET IN THE
 KK1699'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 KK1699'WITH THE GROUND.  IT IS 1.2 FEET EAST OF A FENCE, 30.2 FEET
 KK1699'WEST OF THE CENTER OF FRONTAGE ROAD AND 45 FEET EAST OF THE
 KK1699'EAST EDGE OF THE NORTHBOUND LANE OF INTERSTATE HIGHWAY 25.
 KK1699'
 KK1699'THE STATION WAS NOT OCCUPIED AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1459 ***********************************************************************
 LL1459  DESIGNATION -  JOHN EVANS
 LL1459  PID         -  LL1459
 LL1459  STATE/COUNTY-  CO/WELD
 LL1459  USGS QUAD   -  GREELEY (1980)
 LL1459
 LL1459                         *CURRENT SURVEY CONTROL
 LL1459  ___________________________________________________________________
 LL1459* NAD 83(1992)-  40 23 25.83620(N)    104 42 08.93720(W)     ADJUSTED  
 LL1459* NAVD 88     -      1450.0    (meters)    4757.     (feet)  GPS OBS   
 LL1459  ___________________________________________________________________
 LL1459  X           -  -1,234,942.586 (meters)                     COMP
 LL1459  Y           -  -4,706,490.323 (meters)                     COMP
 LL1459  Z           -   4,112,035.026 (meters)                     COMP
 LL1459  LAPLACE CORR-          -6.46  (seconds)                    DEFLEC99
 LL1459  ELLIP HEIGHT-        1431.77  (meters)          (10/21/02) GPS OBS
 LL1459  GEOID HEIGHT-         -18.24  (meters)                     GEOID03
 LL1459
 LL1459  HORZ ORDER  -  FIRST
 LL1459  ELLP ORDER  -  FOURTH    CLASS II
 LL1459
 LL1459.The horizontal coordinates were established by GPS observations
 LL1459.and adjusted by the National Geodetic Survey in May 1992..
 LL1459
 LL1459.The orthometric height was determined by GPS observations and a
 LL1459.high-resolution geoid model.
 LL1459
 LL1459.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1459
 LL1459.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1459
 LL1459.The ellipsoidal height was determined by GPS observations
 LL1459.and is referenced to NAD 83.
 LL1459
 LL1459.The geoid height was determined by GEOID03.
 LL1459
 LL1459;                    North         East     Units Scale Factor Converg.
 LL1459;SPC CO N     -   422,484.795   982,111.750   MT  0.99995981   +0 30 55.1
 LL1459;SPC CO N     - 1,386,102.20  3,222,144.97   sFT  0.99995981   +0 30 55.1
 LL1459;UTM  13      - 4,471,143.963   525,250.758   MT  0.99960785   +0 11 34.0
 LL1459
 LL1459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1459!SPC CO N     -   0.99977545  x   0.99995981  =   0.99973527
 LL1459!UTM  13      -   0.99977545  x   0.99960785  =   0.99938339
 LL1459
 LL1459                          SUPERSEDED SURVEY CONTROL
 LL1459
 LL1459  NAD 83(1986)-  40 23 25.82665(N)    104 42 08.93611(W) AD(       ) 3
 LL1459  ELLIP H (05/26/92) 1431.81   (m)                       GP(       ) 4 1
 LL1459  NGVD 29 (06/11/92) 1449.0    (m)         4754.     (f) GPS OBS        
 LL1459
 LL1459.Superseded values are not recommended for survey control.
 LL1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1459.See file dsdata.txt to determine how the superseded data were derived.
 LL1459
 LL1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE2525171144(NAD 83)
 LL1459_MARKER: DB = BENCH MARK DISK
 LL1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1459_SP_SET: CONCRETE POST
 LL1459_STAMPING: JOHN EVANS 1991
 LL1459_MARK LOGO: NGS   
 LL1459_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1459+STABILITY: SURFACE MOTION
 LL1459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1459+SATELLITE: SATELLITE OBSERVATIONS - July 16, 1996
 LL1459
 LL1459  HISTORY     - Date     Condition        Report By
 LL1459  HISTORY     - 1991     MONUMENTED       NGS
 LL1459  HISTORY     - 19950314 GOOD             NGS
 LL1459  HISTORY     - 19960716 GOOD             NGS
 LL1459
 LL1459                          STATION DESCRIPTION
 LL1459
 LL1459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LL1459'LOCATION-ON THE SOUTHERN BORDER OF GREELEY AND THE NORTHERN BORDER OF
 LL1459'THE TOWN OF EVANS, IN THE NORTHEAST 1/4 OF SECTION 19, T 5 N, R 65 W.
 LL1459'OWNERSHIP--JOHN EVANS JR. HIGH SCHOOL.  MUST CONTACT BOTH MR. CHARLIE
 LL1459'ALLEN, 303-353-5165 AND MR. BERNIE KENDALL, 303-353-5165 OR HOME
 LL1459'PHONE 303-330-7124, TO HAVE THE GATE LEFT OPEN FOR THE LAST SHORT
 LL1459'DRIVE TO THE STATION.
 LL1459'TO REACH THE STATION FROM THE INTERSECTION OF 11TH AVENUE AND US 34
 LL1459'BYPASS, GO SOUTH FOR 0.2 MI (0.3 KM) TO THE PARKING LOT JUST WEST OF
 LL1459'THE INTERSECTION OF 29TH STREET AND 14TH AVENUE.  BEAR RIGHT ALONG
 LL1459'THE EASTERN EDGE OF THE PARKING LOT FOR 0.05 MI (0.08 KM) TO A CHAIN
 LL1459'LINK FENCE AND A GATE.  PASS THROUGH THE GATE FOR 0.05 MI,
 LL1459'NORTHWESTERLY ON THE GRASS TO THE STATION.
 LL1459'THE STATION IS LOCATED 68.8 FT (21.0 M) WEST FROM THE WESTERN EDGE OF
 LL1459'THE LOWER POND AND GATE, 30.6 FT (9.3 M) SOUTH-SOUTHWEST FROM THE
 LL1459'NORTHERN BOUNDARY FENCE, 30.5 FT (9.3 M) SOUTH-SOUTHWEST FROM A
 LL1459'WITNESS POST, 19.5 FT (5.9 M) NORTH-NORTHEAST FROM THE LOWER BENCH OF
 LL1459'THE BLEACHERS AND 14.0 FT (4.3 M) SOUTH-SOUTHWEST FROM THE CENTER OF
 LL1459'THE CREEK.
 LL1459'DESCRIBED BY G.R.HEID
 LL1459
 LL1459                          STATION RECOVERY (1995)
 LL1459
 LL1459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 LL1459'RECOVERED AS DESCRIBED.
 LL1459
 LL1459                          STATION RECOVERY (1996)
 LL1459
 LL1459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 LL1459'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5144 ***********************************************************************
 AC5144  DESIGNATION -  JOHNNA
 AC5144  PID         -  AC5144
 AC5144  STATE/COUNTY-  CO/PUEBLO
 AC5144  USGS QUAD   -  SOUTHEAST PUEBLO (1974)
 AC5144
 AC5144                         *CURRENT SURVEY CONTROL
 AC5144  ___________________________________________________________________
 AC5144* NAD 83(1992)-  38 10 08.53545(N)    104 30 37.26745(W)     ADJUSTED  
 AC5144* NAVD 88     -      1477.4    (meters)    4847.     (feet)  GPS OBS   
 AC5144  ___________________________________________________________________
 AC5144  X           -  -1,258,287.364 (meters)                     COMP
 AC5144  Y           -  -4,861,812.283 (meters)                     COMP
 AC5144  Z           -   3,921,113.206 (meters)                     COMP
 AC5144  LAPLACE CORR-          -6.58  (seconds)                    DEFLEC99
 AC5144  ELLIP HEIGHT-        1457.92  (meters)          (12/03/02) GPS OBS
 AC5144  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 AC5144
 AC5144  HORZ ORDER  -  FIRST
 AC5144  ELLP ORDER  -  FOURTH    CLASS II
 AC5144
 AC5144.The horizontal coordinates were established by GPS observations
 AC5144.and adjusted by the National Geodetic Survey in January 1997..
 AC5144
 AC5144.The orthometric height was determined by GPS observations and a
 AC5144.high-resolution geoid model.
 AC5144
 AC5144.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5144
 AC5144.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5144
 AC5144.The ellipsoidal height was determined by GPS observations
 AC5144.and is referenced to NAD 83.
 AC5144
 AC5144.The geoid height was determined by GEOID03.
 AC5144
 AC5144;                    North         East     Units Scale Factor Converg.
 AC5144;SPC CO S     -   472,001.392 1,001,120.260   MT  0.99996243   +0 36 25.3
 AC5144;SPC CO S     - 1,548,557.90  3,284,508.72   sFT  0.99996243   +0 36 25.3
 AC5144;UTM  13      - 4,224,683.627   542,891.039   MT  0.99962266   +0 18 09.4
 AC5144
 AC5144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5144!SPC CO S     -   0.99977129  x   0.99996243  =   0.99973373
 AC5144!UTM  13      -   0.99977129  x   0.99962266  =   0.99939403
 AC5144
 AC5144                          SUPERSEDED SURVEY CONTROL
 AC5144
 AC5144  ELLIP H (01/17/97) 1457.92   (m)                       GP(       ) 1 1
 AC5144
 AC5144.Superseded values are not recommended for survey control.
 AC5144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5144.See file dsdata.txt to determine how the superseded data were derived.
 AC5144
 AC5144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC4289124684(NAD 83)
 AC5144_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5144_STAMPING: JOHNNA 1995
 AC5144_MARK LOGO: NGS   
 AC5144_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC5144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5144+STABILITY: SURFACE MOTION
 AC5144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5144+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5144
 AC5144  HISTORY     - Date     Condition        Report By
 AC5144  HISTORY     - 1995     MONUMENTED       CO-101
 AC5144
 AC5144                          STATION DESCRIPTION
 AC5144
 AC5144'DESCRIBED BY PUEBLO COUNTY COLORADO 1995 (KCH)
 AC5144'THE STATION IS LOCATED IN CENTRAL PUEBLO COUNTY ABOUT 9.2 MI (14.8 KM)
 AC5144'SOUTHEAST OF DOWNTOWN PUEBLO, 2.3 MI (3.7 KM) NORTH-NORTHWEST OF THE
 AC5144'BROADACRE LANDFILL IN THE SOUTHWEST 1/4 OF SECTION 36 T21S R64W OF THE
 AC5144'6TH PM. OWNERSHIP-- PUEBLO COUNTY RIGHT-OF-WAY. TO REACH THE STATION
 AC5144'FROM THE INTERSECTION OF US HWY 50E AND 27TH LANE, GO SOUTH 2.6 MI
 AC5144'(4.2 KM) ON 27TH LANE TO THE SIGN MARKING THE END OF 27TH LANE AND THE
 AC5144'BEGINNING OF DOYLE ROAD. CONTINUE SOUTH, AND THEN SOUTHEAST 2.8 MI
 AC5144'(4.5 KM) TO THE MARK ON THE NORTHEAST EDGE OF THE RIGHT-OF-WAY. THE
 AC5144'MARKER IS A STANDARD NGS BRASS HORIZONTAL CONTROL DISK SET IN THE TOP
 AC5144'OF A CYLANDRICAL MASS OF CONCRETE 1.5 FT (0.5 M) IN DIAMETER AND 5.0
 AC5144'FT (1.5 M) DEEP AND IS SET EVEN WITH THE GROUND.  IT IS 0.65 M (2.13
 AC5144'FT) SW OF A CARSONITE WITNESS POST, 0.8 M (2.6 FT) SOUTHWEST OF A
 AC5144'NW-SE FENCE, 9.6 M (31.5 FT) NORTHEAST OF THE CENTERLINE OF DOYLE
 AC5144'ROAD, 7.4 M (24.3 FT) WEST OF A 4X4 3-WAY FENCE POST AND ABOUT 0.6 M
 AC5144'(2.0 FT) ABOVE THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0414 ***********************************************************************
 KJ0414  DESIGNATION -  JOHNSON
 KJ0414  PID         -  KJ0414
 KJ0414  STATE/COUNTY-  CO/KIT CARSON
 KJ0414  USGS QUAD   -  KANORADO NW (1969)
 KJ0414
 KJ0414                         *CURRENT SURVEY CONTROL
 KJ0414  ___________________________________________________________________
 KJ0414* NAD 83(1992)-  39 29 14.25786(N)    102 11 21.35620(W)     ADJUSTED  
 KJ0414* NAVD 88     -      1216.2    (meters)    3990.     (feet)  VERTCON   
 KJ0414  ___________________________________________________________________
 KJ0414  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 KJ0414  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 KJ0414
 KJ0414  HORZ ORDER  -  FIRST
 KJ0414
 KJ0414.The horizontal coordinates were established by classical geodetic methods
 KJ0414.and adjusted by the National Geodetic Survey in January 1993..
 KJ0414
 KJ0414.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0414
 KJ0414.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0414
 KJ0414.The geoid height was determined by GEOID03.
 KJ0414
 KJ0414;                    North         East     Units Scale Factor Converg.
 KJ0414;SPC CO C     -   493,594.181 1,199,146.422   MT  0.99995859   +2 05 17.0
 KJ0414;SPC CO C     - 1,619,400.24  3,934,199.55   sFT  0.99995859   +2 05 17.0
 KJ0414;SPC CO N     -   327,211.492 1,199,167.885   MT  1.00004493   +2 08 21.0
 KJ0414;SPC CO N     - 1,073,526.37  3,934,269.97   sFT  1.00004493   +2 08 21.0
 KJ0414;SPC KS N     -   136,438.965    39,742.362   MT  0.99996535   -2 39 02.2
 KJ0414;UTM  13      - 4,374,626.429   741,726.910   MT  1.00031948   +1 47 17.6
 KJ0414
 KJ0414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0414!SPC CO C     -   0.99981282  x   0.99995859  =   0.99977141
 KJ0414!SPC CO N     -   0.99981282  x   1.00004493  =   0.99985774
 KJ0414!SPC KS N     -   0.99981282  x   0.99996535  =   0.99977817
 KJ0414!UTM  13      -   0.99981282  x   1.00031948  =   1.00013224
 KJ0414
 KJ0414|---------------------------------------------------------------------|
 KJ0414| PID    Reference Object                     Distance      Geod. Az  |
 KJ0414|                                                           dddmmss.s |
 KJ0414| CP8347 JOHNSON RM 1                         19.270 METERS 06253     |
 KJ0414| CP8346 JOHNSON AZ MK                                      0894816.6 |
 KJ0414| KJ0400 KROEGER                             APPROX. 7.0 KM 2905500.3 |
 KJ0414| CP8348 JOHNSON RM 2                         18.800 METERS 29922     |
 KJ0414|---------------------------------------------------------------------|
 KJ0414
 KJ0414                          SUPERSEDED SURVEY CONTROL
 KJ0414
 KJ0414  NAD 83(1986)-  39 29 14.25621(N)    102 11 21.35502(W) AD(       ) 1
 KJ0414  NAD 27      -  39 29 14.27661(N)    102 11 19.67237(W) AD(       ) 1
 KJ0414  NGVD 29 (07/19/86) 1215.7    (m)         3989.     (f) VERT ANG       
 KJ0414
 KJ0414.Superseded values are not recommended for survey control.
 KJ0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0414.See file dsdata.txt to determine how the superseded data were derived.
 KJ0414
 KJ0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD4172774626(NAD 83)
 KJ0414_MARKER: DS = TRIANGULATION STATION DISK
 KJ0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0414_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KJ0414
 KJ0414  HISTORY     - Date     Condition        Report By
 KJ0414  HISTORY     - 1968     MONUMENTED       CGS
 KJ0414  HISTORY     - 1969     GOOD             USGS
 KJ0414
 KJ0414                          STATION DESCRIPTION
 KJ0414
 KJ0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KJ0414'THE STATION IS LOCATED IN THE SOUTHEAST 1/4 OF SECTION 27,
 KJ0414'R. 43 W., T. 6 S. AND ON PROPERTY OF MR. ROY JOHNSON.  IT IS
 KJ0414'ABOUT 16 MILES SOUTH-SOUTHEAST OF IDALIA, 14-1/2 MILES
 KJ0414'NORTH-NORTHEAST OF BURLINGTON, 7-1/2 MILES WEST OF THE
 KJ0414'COLORADO-KANSAS STATE LINE AND 6 MILES SOUTH OF THE KIT
 KJ0414'CARSON-YUMA COUNTY LINE.
 KJ0414'
 KJ0414'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 36 AND
 KJ0414'385 ABOUT 2 MILES EAST OF IDALIA, GO SOUTH ON U.S. HIGHWAY 385
 KJ0414'FOR 8.75 MILES TO THE YUMA-KIT CARSON COUNTY LINE.  CONTINUE SOUTH
 KJ0414'ON U.S. HIGHWAY 385 FOR 5.65 MILES TO A CROSSROAD AND A HOUSE
 KJ0414'IN THE NORTHWEST ANGLE OF THE INTERSECTION.  TURN LEFT AND GO
 KJ0414'EAST ON A GRAVELED ROAD FOR 4.0 MILES TO A T-ROAD, A WIRE GATE
 KJ0414'ON THE RIGHT AND THE AZIMUTH MARK.  TURN RIGHT, PASS THROUGH THE
 KJ0414'GATE, THEN BEAR RIGHT ALONG THE SOUTH SIDE OF AN EAST-WEST
 KJ0414'WIRE FENCE FOR 0.3 MILE TO THE STATION.
 KJ0414'
 KJ0414'THE STATION MARK IS A STANDARD DISK STAMPED JOHNSON 1968,
 KJ0414'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 KJ0414'14 INCHES BELOW THE GROUND SURFACE.  IT IS 82 FEET SOUTHWEST OF A
 KJ0414'TELEPHONE POLE, 73 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD,
 KJ0414'66 FEET SOUTHWEST OF A METAL WITNESS POST AND 30.6 FEET SOUTH OF
 KJ0414'THE WIRE FENCE.
 KJ0414'
 KJ0414'REFERENCE MARK 1 IS A STANDARD DISK STAMPED JOHNSON NO 1 1968,
 KJ0414'SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KJ0414'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 44 FEET SOUTH OF THE
 KJ0414'CENTER OF THE GRAVELED ROAD, 20.5 FEET WEST OF THE TELEPHONE POLE,
 KJ0414'3 FEET WEST OF THE METAL WITNESS POST AND 1 FOOT SOUTH OF THE
 KJ0414'WIRE FENCE.
 KJ0414'
 KJ0414'REFERENCE MARK 2 IS A STANDARD DISK STAMPED JOHNSON NO 2 1968,
 KJ0414'SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH
 KJ0414'WITH THE GROUND.  IT IS 93 FEET EAST OF A TELEPHONE POLE, 44 FEET
 KJ0414'SOUTH OF THE CENTER OF THE GRAVELED ROAD AND 1.3 FEET SOUTH
 KJ0414'OF THE WIRE FENCE.
 KJ0414'
 KJ0414'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JOHNSON 1968,
 KJ0414'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KJ0414'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 44 FEET WEST OF A
 KJ0414'GRAVELED ROAD, 41 FEET SOUTH OF THE GRAVELED ROAD, 3 FEET NORTH OF
 KJ0414'A METAL WITNESS POST AND 1 FOOT SOUTHWEST OF A TELEPHONE POLE.
 KJ0414'
 KJ0414'HEIGHT OF LIGHT ABOVE STATION MARK 22.6 METERS.
 KJ0414
 KJ0414                          STATION RECOVERY (1969)
 KJ0414
 KJ0414'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (GDF)
 KJ0414'THE DESCRIPTION GIVEN WAS VERIFIED AND REQUIRES NO ADDITIONS OR
 KJ0414'CORRECTIONS.
 KJ0414'
 KJ0414'STATION MARK IS A  STANDARD DISK SET IN CONCRETE 14
 KJ0414'INCHES UNDERGROUND AND STAMPED JOHNSON 1968.
 KJ0414'
 KJ0414'REFERENCE MARK NO. 1 IS A  STANDARD DISK SET IN CONCRETE
 KJ0414'POST AND STAMPED JOHNSON NO. 1 1968.
 KJ0414'
 KJ0414'REFERENCE MARK NO. 2 IS A  STANDARD DISK SET IN
 KJ0414'CONCRETE POST AND STAMPED JOHNSON NO. 2 1968.
 KJ0414'
 KJ0414'STATION KROEGER 1968 IS VISIBLE FROM THE GROUND AND
 KJ0414'CAN BE USED AS THE AZIMUTH MARK.
 KJ0414'
 KJ0414'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
 KJ0414'
 KJ0414'THE LIGHT AT WITZEL E.T. 1969 USGS WAS ELEVATED 16.81 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0645 ***********************************************************************
 LK0645  DESIGNATION -  JOHNSON
 LK0645  PID         -  LK0645
 LK0645  STATE/COUNTY-  CO/LOGAN
 LK0645  USGS QUAD   -  WILD HORSE LAKE (1951)
 LK0645
 LK0645                         *CURRENT SURVEY CONTROL
 LK0645  ___________________________________________________________________
 LK0645* NAD 83(1992)-  40 39 24.62230(N)    103 26 34.03255(W)     ADJUSTED  
 LK0645* NAVD 88     -      1364.     (meters)    4475.     (feet)  SCALED    
 LK0645  ___________________________________________________________________
 LK0645  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 LK0645  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 LK0645
 LK0645  HORZ ORDER  -  FIRST
 LK0645
 LK0645.The horizontal coordinates were established by classical geodetic methods
 LK0645.and adjusted by the National Geodetic Survey in January 1993..
 LK0645
 LK0645.The orthometric height was scaled from a topographic map.
 LK0645
 LK0645.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0645
 LK0645.The geoid height was determined by GEOID03.
 LK0645
 LK0645;                    North         East     Units Scale Factor Converg.
 LK0645;SPC CO N     -   453,771.858 1,088,361.664   MT  0.99998192   +1 19 45.2
 LK0645;SPC CO N     - 1,488,749.84  3,570,733.23   sFT  0.99998192   +1 19 45.2
 LK0645;UTM  13      - 4,501,829.826   631,643.375   MT  0.99981331   +1 00 53.0
 LK0645
 LK0645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0645!SPC CO N     -   0.99978918  x   0.99998192  =   0.99977110
 LK0645!UTM  13      -   0.99978918  x   0.99981331  =   0.99960253
 LK0645
 LK0645:                Primary Azimuth Mark                     Grid Az
 LK0645:SPC CO N     -  JOHNSON AZ MK 2                          059 56 23.7
 LK0645:UTM  13      -  JOHNSON AZ MK 2                          060 15 15.9
 LK0645
 LK0645|---------------------------------------------------------------------|
 LK0645| PID    Reference Object                     Distance      Geod. Az  |
 LK0645|                                                           dddmmss.s |
 LK0645| CP8339 JOHNSON AZ MK 2                                    0611608.9 |
 LK0645| CP8340 JOHNSON AZ MK                                      0612317.5 |
 LK0645| CP8341 JOHNSON RM 1                         32.053 METERS 09644     |
 LK0645| CP8342 JOHNSON RM 2                         28.805 METERS 26646     |
 LK0645|---------------------------------------------------------------------|
 LK0645
 LK0645                          SUPERSEDED SURVEY CONTROL
 LK0645
 LK0645  NAD 83(1986)-  40 39 24.61451(N)    103 26 34.03037(W) AD(       ) 1
 LK0645  NAD 27      -  40 39 24.67790(N)    103 26 32.26590(W) AD(       ) 1
 LK0645
 LK0645.Superseded values are not recommended for survey control.
 LK0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0645.See file dsdata.txt to determine how the superseded data were derived.
 LK0645
 LK0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF3164301830(NAD 83)
 LK0645_MARKER: DS = TRIANGULATION STATION DISK
 LK0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0645
 LK0645  HISTORY     - Date     Condition        Report By
 LK0645  HISTORY     - 1934     MONUMENTED       CGS
 LK0645  HISTORY     - 1948     GOOD             USGS
 LK0645  HISTORY     - 1963     GOOD             CGS
 LK0645  HISTORY     - 1966     GOOD             CGS
 LK0645
 LK0645                          STATION DESCRIPTION
 LK0645
 LK0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 LK0645'LOCALITY--SOUTHEAST QUARTER SEC. 17, T. 18 N., R. 54 W.  THE
 LK0645'STATION IS 13 MILES, AIRLINE, EAST-NORTHEAST OF STONEHAM ON THE
 LK0645'HIGHEST GROUND FOR SEVERAL MILES IN ANY DIRECTION AND ABOUT
 LK0645'3/4 MILE NORTH OF SOME HIGH ROCKY CLIFFS.  THIS POINT IS ABOUT
 LK0645'0.7 MILE WEST OF A NORTH-SOUTH GRADED ROAD.  THE MARK IS
 LK0645'SET 1 FOOT BELOW THE GROUND ABOUT 6 FEET NORTH OF A LINE OF
 LK0645'POSTS WITHOUT WIRE ON PROPERTY LEASED BY MR. L.F. JOHNSON, WHO
 LK0645'LIVES ABOUT 3/4 MILE TO THE NORTH.  MARK PROJECTS 18 INCHES.
 LK0645'
 LK0645'THE STATION MAY BE REACHED FROM STONEHAM BY GOING NORTH
 LK0645'0.4 MILE TO STATE HIGHWAY 14 AND THENCE EAST ON THIS HIGHWAY
 LK0645'FOR ABOUT 13 MILES, OR 1.2 MILES EAST OF A CONCRETE SLAB IN
 LK0645'THE HIGHWAY VIA WHICH A CREEK CROSSES OVER THE ROAD.  TURN
 LK0645'LEFT, OR NORTH, AND GO 2.2 MILES TO THE TOP OF A HILL AT TWO
 LK0645'MAIL BOXES (ONE OF WOOD AND ONE OF STEEL), TURN WESTERLY
 LK0645'THROUGH WIRE GATE AND TRAVEL ON MAIN TRACKS 0.5 MILE, PASS
 LK0645'THROUGH WIRE GATE AND THEN TURN DUE NORTH ALONG THE WEST SIDE
 LK0645'OF FENCE FOR 0.2 MILE.  TURN LEFT (WEST) ALONG THE LINE OF
 LK0645'POSTS WITHOUT WIRE AND GO 0.2 MILE TO TOP OF HILL AND
 LK0645'STATION.
 LK0645'
 LK0645'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LK0645'BRONZE DISKS SET.
 LK0645'
 LK0645'REFERENCE MARK NO. 1 IS EAST OF THE STATION AND PROJECTS 12
 LK0645'INCHES.
 LK0645'
 LK0645'REFERENCE MARK NO. 2 IS WEST OF THE STATION AND PROJECTS 10
 LK0645'INCHES.
 LK0645'
 LK0645'BOTH REFERENCE MARKS ARE LOCATED IN THE EAST AND WEST LINE
 LK0645'OF FENCE POSTS WITHOUT WIRE.
 LK0645'
 LK0645'AZIMUTH MARK IS EAST-NORTHEAST OF THE STATION, 53 FEET WEST
 LK0645'OF A NORTH-SOUTH GRADED SECTION-LINE ROAD, 40 FEET SOUTH
 LK0645'OF A FENCE CORNER, 1 FOOT EAST OF A NORTH-SOUTH FENCE LINE, AND
 LK0645'PROJECTS 10 INCHES.
 LK0645'
 LK0645'A 4-FOOT STAND WILL CLEAR ALL LINES.
 LK0645
 LK0645                          STATION RECOVERY (1948)
 LK0645
 LK0645'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1948
 LK0645'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---JOHNSON 1934---,
 LK0645'SET IN TOP OF 12 IN. SQUARE CONCRETE MONUMENT, IT IS 18 IN. BELOW
 LK0645'GROUND.
 LK0645
 LK0645                          STATION RECOVERY (1963)
 LK0645
 LK0645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 LK0645'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 LK0645'CONDITION.  DUE TO CHANGES IN THE ROAD A NEW DESCRIPTION FOLLOWS.
 LK0645'
 LK0645'THE STATION IS LOCATED 11-1/2 MILES WEST AND 2 MILES NORTH
 LK0645'OF STERLING, IN THE SE 1/4 OF SECTION 17T18N R54W, ON PROPERTY
 LK0645'OWNED BY MR. JAMES SVACINA WHO LIVES 1-1/2 MILES WEST OF THE
 LK0645'STATION.
 LK0645'
 LK0645'TO REACH THE STATION FROM THE COURTHOUSE IN STERLING, GO WEST
 LK0645'ON STATE HIGHWAY 14 FOR 11.4 MILES TO A CROSSROAD.  TURN
 LK0645'RIGHT AND GO NORTH ON GRAVELED ROAD FOR 2.2 MILES TO A SIDE
 LK0645'ROAD LEFT.  TURN LEFT AND GO WEST FOR 0.45 MILE TO A FORK.
 LK0645'CONTINUE WEST FOR 0.05 MILE TO A GATE.  PASS THROUGH GATE,
 LK0645'TURN SHARP RIGHT AND GO NORTH ALONG WEST SIDE OF A FENCE
 LK0645'FOR 0.05 MILE.  TURN LEFT AND GO WEST ALONG SOUTH SIDE OF A
 LK0645'FENCE FOR 0.2 MILE TO THE TOP OF A SMALL KNOLL AND THE
 LK0645'STATION.
 LK0645'
 LK0645'THE STATION MARK IS A STANDARD DISK STAMPED JOHNSON 1934, SET
 LK0645'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 18-INCHES
 LK0645'BELOW THE GROUND SURFACE.  IT IS 5.6 FEET SOUTH-SOUTHWEST
 LK0645'OF THE WITNESS POST AND 5 FEET SOUTH OF A WIRE FENCE.
 LK0645'
 LK0645'REFERENCE MARK 1 IS A STANDARD DISK STAMPED JOHNSON NO 1
 LK0645'1934, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 LK0645'THAT IS 18-INCHES BELOW THE GROUND SURFACE.  IT IS 101.9 FEET
 LK0645'EAST-SOUTHEAST OF THE WITNESS POST AND 15 FEET SOUTH OF A
 LK0645'WIRE FENCE.
 LK0645'
 LK0645'REFERENCE MARK 2 IS A STANDARD DISK STAMPED JOHNSON NO 2 1934,
 LK0645'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 LK0645'IS 4-INCHES BELOW THE GROUND SURFACE.  IT IS 98.9 FEET
 LK0645'WEST-SOUTHWEST OF THE WITNESS POST AND 11 FEET SOUTH OF A WIRE
 LK0645'FENCE.
 LK0645'
 LK0645'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JOHNSON 1934,
 LK0645'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LK0645'12-INCHES.  IT IS 47 FEET WEST OF THE CENTER OF A GRAVELED ROAD,
 LK0645'11 FEET SOUTH OF A POWER POLE AND 1.8 FEET NORTH OF THE
 LK0645'WITNESS POST.
 LK0645'
 LK0645'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST FOR 0.2
 LK0645'MILE TO A FENCE.  TURN RIGHT AND GO SOUTH FOR 0.05 MILE TO
 LK0645'A GATE ON THE LEFT.  PASS THROUGH GATE AND GO EAST FOR 0.5
 LK0645'MILE TO A T-ROAD.  TURN LEFT AND GO NORTH FOR 0.4 MILE TO THE
 LK0645'AZIMUTH MARK ON THE LEFT.
 LK0645'
 LK0645'DIST. BETWEEN R.M.S 198.6 FT. 60.53 M.
 LK0645
 LK0645                          STATION RECOVERY (1966)
 LK0645
 LK0645'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 LK0645'THE STATION MARK, REFERENCE MARK NUMBER 1, REFERENCE MARK NUMBER 2
 LK0645'AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 LK0645'
 LK0645'THE 1963 ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE.
 LK0645'
 LK0645'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11.5 MILES
 LK0645'WEST OF STERLING, 2.2 MILES NORTH OF STATE HIGHWAY 14, 0.7
 LK0645'MILE WEST OF A GRAVEL ROAD AND 3 FEET SOUTH OF A EAST-WEST
 LK0645'FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2076 ***********************************************************************
 KK2076  DESIGNATION -  JOHNSON
 KK2076  PID         -  KK2076
 KK2076  STATE/COUNTY-  CO/DOUGLAS
 KK2076  USGS QUAD   -  GREENLAND (1969)
 KK2076
 KK2076                         *CURRENT SURVEY CONTROL
 KK2076  ___________________________________________________________________
 KK2076* NAD 83(1992)-  39 08 54.74760(N)    104 50 04.78783(W)     ADJUSTED  
 KK2076* NAVD 88     -      2374.9    (meters)    7792.     (feet)  VERTCON   
 KK2076  ___________________________________________________________________
 KK2076  LAPLACE CORR-          -9.57  (seconds)                    DEFLEC99
 KK2076  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 KK2076
 KK2076  HORZ ORDER  -  THIRD
 KK2076
 KK2076.The horizontal coordinates were established by classical geodetic methods
 KK2076.and adjusted by the National Geodetic Survey in January 1993..
 KK2076
 KK2076.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2076
 KK2076.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2076
 KK2076.The geoid height was determined by GEOID03.
 KK2076
 KK2076;                    North         East     Units Scale Factor Converg.
 KK2076;SPC CO C     -   451,008.912   971,912.672   MT  0.99993625   +0 25 10.6
 KK2076;SPC CO C     - 1,479,685.07  3,188,683.49   sFT  0.99993625   +0 25 10.6
 KK2076;UTM  13      - 4,333,273.562   514,286.817   MT  0.99960251   +0 06 15.8
 KK2076
 KK2076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2076!SPC CO C     -   0.99963011  x   0.99993625  =   0.99956639
 KK2076!UTM  13      -   0.99963011  x   0.99960251  =   0.99923277
 KK2076
 KK2076                          SUPERSEDED SURVEY CONTROL
 KK2076
 KK2076  NAD 83(1986)-  39 08 54.74126(N)    104 50 04.78594(W) AD(       ) 3
 KK2076  NGVD 29 (03/12/92) 2373.7    (m)         7788.     (f) VERT ANG       
 KK2076
 KK2076.Superseded values are not recommended for survey control.
 KK2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2076.See file dsdata.txt to determine how the superseded data were derived.
 KK2076
 KK2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED1428733274(NAD 83)
 KK2076_MARKER: DD = SURVEY DISK
 KK2076_SETTING: 66 = SET IN ROCK OUTCROP
 KK2076_SP_SET: SET IN ROCK OUTCROP
 KK2076_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK2076+STABILITY: POSITION/ELEVATION WELL
 KK2076
 KK2076  HISTORY     - Date     Condition        Report By
 KK2076  HISTORY     - 1938     MONUMENTED       USGS
 KK2076  HISTORY     - 1961     GOOD             USGS
 KK2076
 KK2076                          STATION DESCRIPTION
 KK2076
 KK2076'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 KK2076'STATION IS ABOUT 0.4 MI. NW. OF RANCH HOUSE OF T. W. JOHNSON, ON THE
 KK2076'W. END OF HIGH MESA LOCALLY KNOWN AS TRUE MOUNTAIN, IN SE. QUARTER
 KK2076'SEC. 25, T 10 S, R 67 W.
 KK2076'
 KK2076'STATION MARK--STANDARD TABLET SET IN LARGE ROCK FLUSH WITH SURFACE OF
 KK2076'GROUND, STAMPED ---7784---.
 KK2076'
 KK2076'REFERENCE MARK NO. 1--STANDARD TABLET SET IN LARGE ROCK FLUSH WITH
 KK2076'SURFACE OF GROUND, 63.40 FT. FROM STATION MARK, S 21 DEG 46 MIN E.
 KK2076'
 KK2076'REFERENCE MARK NO. 2--STANDARD TABLET SET IN LARGE ROCK 0.3 FT.
 KK2076'ABOVE SURFACE OF GROUND, 62.60 FT. FROM STATION MARK,
 KK2076'S 60 DEG 49 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE6478 ***********************************************************************
 AE6478  DESIGNATION -  JOHNSON
 AE6478  PID         -  AE6478
 AE6478  STATE/COUNTY-  CO/LARIMER
 AE6478  USGS QUAD   -  JOHNSTOWN (1969)
 AE6478
 AE6478                         *CURRENT SURVEY CONTROL
 AE6478  ___________________________________________________________________
 AE6478* NAD 83(1992)-  40 21 33.11482(N)    104 58 57.64299(W)     ADJUSTED  
 AE6478* NAVD 88     -      1524.1    (meters)    5000.     (feet)  GPS OBS   
 AE6478  ___________________________________________________________________
 AE6478  X           -  -1,258,541.320 (meters)                     COMP
 AE6478  Y           -  -4,702,626.393 (meters)                     COMP
 AE6478  Z           -   4,109,434.415 (meters)                     COMP
 AE6478  LAPLACE CORR-         -11.61  (seconds)                    DEFLEC99
 AE6478  ELLIP HEIGHT-        1507.06  (meters)          (12/03/02) GPS OBS
 AE6478  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 AE6478
 AE6478  HORZ ORDER  -  FIRST
 AE6478  ELLP ORDER  -  FOURTH    CLASS II
 AE6478
 AE6478.The horizontal coordinates were established by GPS observations
 AE6478.and adjusted by the National Geodetic Survey in February 1998..
 AE6478
 AE6478.The orthometric height was determined by GPS observations and a
 AE6478.high-resolution geoid model.
 AE6478
 AE6478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE6478
 AE6478.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE6478
 AE6478.The ellipsoidal height was determined by GPS observations
 AE6478.and is referenced to NAD 83.
 AE6478
 AE6478.The geoid height was determined by GEOID03.
 AE6478
 AE6478;                    North         East     Units Scale Factor Converg.
 AE6478;SPC CO N     -   418,831.743   958,343.488   MT  0.99995863   +0 20 03.3
 AE6478;SPC CO N     - 1,374,117.14  3,144,165.26   sFT  0.99995863   +0 20 03.3
 AE6478;UTM  13      - 4,467,626.130   501,470.772   MT  0.99960003   +0 00 40.4
 AE6478
 AE6478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE6478!SPC CO N     -   0.99976364  x   0.99995863  =   0.99972228
 AE6478!UTM  13      -   0.99976364  x   0.99960003  =   0.99936377
 AE6478
 AE6478                          SUPERSEDED SURVEY CONTROL
 AE6478
 AE6478  ELLIP H (02/12/98) 1507.11   (m)                       GP(       ) 3 2
 AE6478
 AE6478.Superseded values are not recommended for survey control.
 AE6478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE6478.See file dsdata.txt to determine how the superseded data were derived.
 AE6478
 AE6478_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE0147167626(NAD 83)
 AE6478_MARKER: I = METAL ROD
 AE6478_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE6478_STAMPING: JOHNSON 1992
 AE6478_MARK LOGO: NGS   
 AE6478_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6478+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1997
 AE6478
 AE6478  HISTORY     - Date     Condition        Report By
 AE6478  HISTORY     - 1992     MONUMENTED       NGS
 AE6478  HISTORY     - 19970221 GOOD             CODOT
 AE6478
 AE6478                          STATION DESCRIPTION
 AE6478
 AE6478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RSC)
 AE6478'THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) EAST OF LOVELAND, 4 MI
 AE6478'(6.4 KM) NORTHWEST OF JOHNSTOWN, 0.3 MI (0.5 KM) SOUTH OF JOHNSONS
 AE6478'CORNER TRUCK STOP, AT THE NORTHWEST 1/4 OF SECTION 35, T 5 N, R 68 W,
 AE6478'AT INTERSTATE 25 MILEPOST 253.9.  OWNERSHIP--COLORADO DEPT.  OF
 AE6478'TRANSPORTATION RIGHT-OF-WAY TO REACH THE STATION FROM THE INTERSECTION
 AE6478'OF INTERSTATE 25 AND COUNTY ROAD, EXIT 254, AT JOHNSONS CORNER, GO
 AE6478'EAST 0.05 MI (0.08 KM) TO THE EASTERN ACCESS ROAD.  TURN RIGHT, SOUTH,
 AE6478'ON THE EASTERN ACCESS ROAD FOR 0.3 MI (0.5 KM) TO THE STATION ON THE
 AE6478'RIGHT IN A WIDE MEDIAN THE STATION IS A PUNCH HOLE TOP CENTER IN A
 AE6478'STEEL ROD IN A GREASED SLEEVE ENCASED IN A PVC PIPE WITH A LOGO CAP
 AE6478'SET IN A CONCRETE POST FLUSH WITH THE GROUND.  IT IS 180.0 FT (54.9 M)
 AE6478'EAST OF THE EASTERN EDGE OF THE NORTH BOUND INTERSTATE, 166.6 FT (50.8
 AE6478'M) SOUTHEAST OF A COTTONWOOD TREE, 67.7 FT (20.6 M) WEST OF THE
 AE6478'EASTERN ACCESS ROAD, 2.3 FT (0.7 M) SOUTH OF A WITNESS POST, 2.2 FT
 AE6478'(0.7 M) NORTH OF A WITNESS POST AND ABOUT 2 FT (0.6 M) BELOW THE
 AE6478'EASTERN ACCESS ROAD.
 AE6478
 AE6478                          STATION RECOVERY (1997)
 AE6478
 AE6478'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 AE6478'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE5606 ***********************************************************************
 DE5606  DESIGNATION -  JOHNSON
 DE5606  PID         -  DE5606
 DE5606  STATE/COUNTY-  CO/EL PASO
 DE5606  USGS QUAD   -  COLORADO SPRINGS (1994)
 DE5606
 DE5606                         *CURRENT SURVEY CONTROL
 DE5606  ___________________________________________________________________
 DE5606* NAD 83(1992)-  38 47 53.14921(N)    104 49 21.86123(W)     ADJUSTED  
 DE5606* NAVD 88     -      1836.791  (meters)    6026.21   (feet)  ADJUSTED  
 DE5606  ___________________________________________________________________
 DE5606  X           -  -1,273,728.887 (meters)                     COMP
 DE5606  Y           -  -4,813,134.978 (meters)                     COMP
 DE5606  Z           -   3,976,013.558 (meters)                     COMP
 DE5606  LAPLACE CORR-         -17.18  (seconds)                    DEFLEC99
 DE5606  ELLIP HEIGHT-        1819.85  (meters)          (12/03/02) GPS OBS
 DE5606  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 DE5606  DYNAMIC HT  -        1834.798 (meters)    6019.67  (feet)  COMP
 DE5606  MODELED GRAV-     979,477.8   (mgal)                       NAVD 88
 DE5606
 DE5606  HORZ ORDER  -  FIRST
 DE5606  VERT ORDER  -  FIRST     CLASS II
 DE5606  ELLP ORDER  -  FOURTH    CLASS II
 DE5606
 DE5606.The horizontal coordinates were established by GPS observations
 DE5606.and adjusted by the ZYLSTRA BAKER SUR in June 2002..
 DE5606
 DE5606.The orthometric height was determined by differential leveling
 DE5606.and adjusted by the National Geodetic Survey in September 2004..
 DE5606.No vertical observational check was made to the station.
 DE5606
 DE5606.Photographs are available for this station.
 DE5606
 DE5606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5606
 DE5606.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE5606
 DE5606.The ellipsoidal height was determined by GPS observations
 DE5606.and is referenced to NAD 83.
 DE5606
 DE5606.The geoid height was determined by GEOID03.
 DE5606
 DE5606.The dynamic height is computed by dividing the NAVD 88
 DE5606.geopotential number by the normal gravity value computed on the
 DE5606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5606.degrees latitude (g = 980.6199 gals.).
 DE5606
 DE5606.The modeled gravity was interpolated from observed gravity values.
 DE5606
 DE5606;                    North         East     Units Scale Factor Converg.
 DE5606;SPC CO C     -   412,115.415   973,233.367   MT  0.99994981   +0 25 37.7
 DE5606;SPC CO C     - 1,352,081.99  3,193,016.47   sFT  0.99994981   +0 25 37.7
 DE5606;UTM  13      - 4,294,386.499   515,392.853   MT  0.99960292   +0 06 39.8
 DE5606
 DE5606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5606!SPC CO C     -   0.99971455  x   0.99994981  =   0.99966437
 DE5606!UTM  13      -   0.99971455  x   0.99960292  =   0.99931758
 DE5606
 DE5606                          SUPERSEDED SURVEY CONTROL
 DE5606
 DE5606  ELLIP H (06/19/02) 1819.88   (m)                       GP(       ) 3 2
 DE5606
 DE5606.Superseded values are not recommended for survey control.
 DE5606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5606.See file dsdata.txt to determine how the superseded data were derived.
 DE5606
 DE5606_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC1539394386(NAD 83)
 DE5606_MARKER: F = FLANGE-ENCASED ROD
 DE5606_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DE5606_STAMPING: JOHNSON 2001
 DE5606_MARK LOGO: NGS   
 DE5606_PROJECTION: FLUSH
 DE5606_MAGNETIC: I = MARKER IS A STEEL ROD
 DE5606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE5606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5606+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2002
 DE5606_ROD/PIPE-DEPTH:  9.4 meters
 DE5606_SLEEVE-DEPTH  : 1 meters
 DE5606
 DE5606  HISTORY     - Date     Condition        Report By
 DE5606  HISTORY     - 2001     MONUMENTED       CODOT
 DE5606  HISTORY     - 20020110 GOOD             ZYLSTR
 DE5606
 DE5606                          STATION DESCRIPTION
 DE5606
 DE5606'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 2001 (LDV)
 DE5606'THE STATION IS LOCATED WITHIN THE CITY OF COLORADO SPRINGS.
 DE5606' 
 DE5606'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 25 AND NEVADA
 DE5606'AVENUE
 DE5606'PROCEED SOUTH ON NEVADA AVENUE 1.7 KM (1.05 MI) TO THE SOUTHBOUND
 DE5606'STATE HIGHWAY 85
 DE5606'RAMP, CONTINUE ALONG THE RAMP APPROXIMATELY 100 MT (328 FT) TO A
 DE5606'GRAVEL ACCESS ROAD TO
 DE5606'AN ELECTRIC SUBSTATION, TURN LEFT ONTO THE GRAVEL ACCESS ROAD AND
 DE5606'PROCEED SOUTH 35.0
 DE5606'MT (115.5 FT) TO THE STATION ON THE RIGHT.
 DE5606' 
 DE5606' 
 DE5606'
 DE5606
 DE5606                          STATION RECOVERY (2002)
 DE5606
 DE5606'RECOVERY NOTE BY ZYLSTRA-BAKER SURVEYING INCORPORATED 2002 (LDV)
 DE5606'THE STATION IS LOCATED WITHIN THE CITY OF COLORADO SPRINGS, IN THE
 DE5606'SOUTHWEST CORNER OF
 DE5606'SECTION 30, TOWNSHIP 14 SOUTH, RANGE 66 WEST.
 DE5606' 
 DE5606'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 25 AND STATE
 DE5606'HIGHWAY 85, ALSO
 DE5606'KNOWN AS NEVADA AVENUE PROCEED SOUTH ON NEVADA AVENUE 1.7 KM (1.05 MI)
 DE5606'TO AN OFF RAMP
 DE5606'TO LAKE AVENUE, CONTINUE ALONG THE RAMP APPROXIMATELY 100 M (328 FT)
 DE5606'TO A GRAVEL ACCESS
 DE5606'ROAD TO AN ELECTRIC SUBSTATION, TURN LEFT ONTO THE GRAVEL ACCESS ROAD
 DE5606'AND PROCEED
 DE5606'SOUTH 35.0 M (115.5 FT) TO THE STATION ON THE RIGHT.
 DE5606' 
 DE5606'THE MARK IS A STAINLESS STEEL ROD WITH GREASED SLEEVE 9.4 M (31.0 FT)
 DE5606'LONG DRIVEN TO
 DE5606'REFUSAL, ENCLOSED IN A  5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A
 DE5606'CONCRETE COLLAR.
 DE5606' 
 DE5606'IT IS 19.0 MT (62.7 FT) EAST-SOUTHEAST FROM A LIGHT POLE, 32.0 M
 DE5606'(105.6 FT) WEST-SOUTHWEST
 DE5606'FROM A LIGHT POLE ALONG NEVADA AVENUE, 30.0 M (99.0 FT) NORTH FROM THE
 DE5606'NORTHEAST CORNER
 DE5606'OF THE ELECTRIC SUBSTATION FENCE, 0.7 M (2.0 FT) NORTH OF A WITNESS
 DE5606'POST, 0.7 M (2.0 FT) SOUTH
 DE5606'OF A WITNESS POST.
 DE5606' 
 DE5606' 
 DE5606' 
 DE5606'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0732 ***********************************************************************
 KL0732  DESIGNATION -  JOLLY
 KL0732  PID         -  KL0732
 KL0732  STATE/COUNTY-  CO/GARFIELD
 KL0732  USGS QUAD   -  HORSE MOUNTAIN (1987)
 KL0732
 KL0732                         *CURRENT SURVEY CONTROL
 KL0732  ___________________________________________________________________
 KL0732* NAD 83(1992)-  39 41 10.97670(N)    107 51 46.67228(W)     ADJUSTED  
 KL0732* NAVD 88     -      2164.1    (meters)    7100.     (feet)  VERTCON   
 KL0732  ___________________________________________________________________
 KL0732  LAPLACE CORR-           3.75  (seconds)                    DEFLEC99
 KL0732  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 KL0732
 KL0732  HORZ ORDER  -  THIRD
 KL0732
 KL0732.The horizontal coordinates were established by classical geodetic methods
 KL0732.and adjusted by the National Geodetic Survey in January 1993..
 KL0732
 KL0732.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0732
 KL0732.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0732
 KL0732.The geoid height was determined by GEOID03.
 KL0732
 KL0732;                    North         East     Units Scale Factor Converg.
 KL0732;SPC CO C     -   513,144.658   711,724.370   MT  0.99998803   -1 29 25.1
 KL0732;SPC CO C     - 1,683,542.10  2,335,049.04   sFT  0.99998803   -1 29 25.1
 KL0732;UTM  13      - 4,396,868.534   254,484.830   MT  1.00034218   -1 49 45.0
 KL0732
 KL0732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0732!SPC CO C     -   0.99966300  x   0.99998803  =   0.99965104
 KL0732!UTM  13      -   0.99966300  x   1.00034218  =   1.00000507
 KL0732
 KL0732:                Primary Azimuth Mark                     Grid Az
 KL0732:SPC CO C     -  HOGBACK                                  172 36 47.2
 KL0732:UTM  13      -  HOGBACK                                  172 57 07.1
 KL0732
 KL0732|---------------------------------------------------------------------|
 KL0732| PID    Reference Object                     Distance      Geod. Az  |
 KL0732|                                                           dddmmss.s |
 KL0732| KL0731 HOGBACK                             APPROX. 3.4 KM 1710722.1 |
 KL0732|---------------------------------------------------------------------|
 KL0732
 KL0732                          SUPERSEDED SURVEY CONTROL
 KL0732
 KL0732  NAD 83(1986)-  39 41 10.97038(N)    107 51 46.66510(W) AD(       ) 3
 KL0732  NAD 27      -  39 41 11.04700(N)    107 51 44.41612(W) AD(       ) 3
 KL0732  NGVD 29 (07/19/86) 2162.8    (m)         7096.     (f) VERT ANG       
 KL0732
 KL0732.Superseded values are not recommended for survey control.
 KL0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0732.See file dsdata.txt to determine how the superseded data were derived.
 KL0732
 KL0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD5448596869(NAD 83)
 KL0732_MARKER: DD = SURVEY DISK
 KL0732_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KL0732_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KL0732_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0732
 KL0732  HISTORY     - Date     Condition        Report By
 KL0732  HISTORY     - 1950     MONUMENTED       USGS
 KL0732
 KL0732                          STATION DESCRIPTION
 KL0732
 KL0732'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KL0732'STATION IS LOCATED ABOUT 4.75 MI. S. AND 5 MI. E. OF RIO BLANCO,
 KL0732'COLORADO, IN SW. 1/4 SEC. 20, T 4 S, R 93 W.
 KL0732'
 KL0732'TO REACH FROM THE P.O. IN RIFLE, COLORADO, PROCEED N. ON HIGHWAY 13
 KL0732'FOR 3.1 MI. TO T-RD. E.  THENCE E. FOR 3.9 MI. TO T-RD. N., THENCE
 KL0732'N. FOR 6.1 MI.  WALK W. TO TOP OF FIRST HILL.  STATION LIES ON S.
 KL0732'END OF TOP ABOUT 1/3 MI. W. OF RD.
 KL0732'
 KL0732'STATION MARK--STANDARD TABLET, STAMPED ---R-JOLLY 1950 VABM 7096---,
 KL0732'SET IN TOP OF A 4 IN. IRON PIPE, PROJECTING 8 IN. ABOVE SURFACE.
 KL0732'
 KL0732'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0850 ***********************************************************************
 JL0850  DESIGNATION -  JONES
 JL0850  PID         -  JL0850
 JL0850  STATE/COUNTY-  CO/MONTROSE
 JL0850  USGS QUAD   -  GRIZZLY RIDGE (1979)
 JL0850
 JL0850                         *CURRENT SURVEY CONTROL
 JL0850  ___________________________________________________________________
 JL0850* NAD 83(1992)-  38 33 35.04974(N)    107 42 24.53760(W)     ADJUSTED  
 JL0850* NAVD 88     -      2508.1    (meters)    8229.     (feet)  VERTCON   
 JL0850  ___________________________________________________________________
 JL0850  LAPLACE CORR-          10.28  (seconds)                    DEFLEC99
 JL0850  GEOID HEIGHT-         -15.77  (meters)                     GEOID03
 JL0850
 JL0850  HORZ ORDER  -  THIRD
 JL0850
 JL0850.The horizontal coordinates were established by classical geodetic methods
 JL0850.and adjusted by the National Geodetic Survey in January 1993..
 JL0850
 JL0850.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0850
 JL0850.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0850
 JL0850.The geoid height was determined by GEOID03.
 JL0850
 JL0850;                    North         East     Units Scale Factor Converg.
 JL0850;SPC CO S     -   517,182.486   722,067.247   MT  1.00002552   -1 21 13.0
 JL0850;SPC CO S     - 1,696,789.54  2,368,982.29   sFT  1.00002552   -1 21 13.0
 JL0850;UTM  13      - 4,271,396.004   264,146.714   MT  1.00028508   -1 41 16.9
 JL0850
 JL0850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0850!SPC CO S     -   0.99960909  x   1.00002552  =   0.99963460
 JL0850!UTM  13      -   0.99960909  x   1.00028508  =   0.99989406
 JL0850
 JL0850:                Primary Azimuth Mark                     Grid Az
 JL0850:SPC CO S     -  GRIZZLY RIDGE                            058 57 45.2
 JL0850:UTM  13      -  GRIZZLY RIDGE                            059 17 49.1
 JL0850
 JL0850|---------------------------------------------------------------------|
 JL0850| PID    Reference Object                     Distance      Geod. Az  |
 JL0850|                                                           dddmmss.s |
 JL0850| JL0849 GRIZZLY RIDGE                       APPROX. 3.1 KM 0573632.2 |
 JL0850|---------------------------------------------------------------------|
 JL0850
 JL0850                          SUPERSEDED SURVEY CONTROL
 JL0850
 JL0850  NAD 83(1986)-  38 33 35.03829(N)    107 42 24.51466(W) AD(       ) 3
 JL0850  NAD 27      -  38 33 35.08482(N)    107 42 22.31828(W) AD(       ) 3
 JL0850  NGVD 29 (07/19/86) 2506.7    (m)         8224.     (f) VERT ANG       
 JL0850
 JL0850.Superseded values are not recommended for survey control.
 JL0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0850.See file dsdata.txt to determine how the superseded data were derived.
 JL0850
 JL0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC6414771396(NAD 83)
 JL0850
 JL0850  HISTORY     - Date     Condition        Report By
 JL0850  HISTORY     - 1934     MONUMENTED       USGS
 JL0850  HISTORY     - 1951     GOOD             USGS
 JL0850
 JL0850                          STATION DESCRIPTION
 JL0850
 JL0850'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (WDC)
 JL0850'STATION IS ON VERNAL MESA ON THE S. SIDE OF THE BLACK CANYON OF THE
 JL0850'GUNNISON RIVER, ABOUT 500 FT. W. OF RD. LEADING TO PROPOSED BRIDGE
 JL0850'SITE AND ABOUT 1.25 MI. N. OF JONES SUMMIT.  STATION IS READILY
 JL0850'VISIBLE FROM RD. AFTER PASSING SECOND CATTLEGUARD N. OF JONES SUMMIT.
 JL0850'
 JL0850'STATION MARK--STANDARD BRONZE TABLET SET IN LARGE GRANITE BOULDER.
 JL0850'
 JL0850'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE TABLET SET IN LARGE
 JL0850'GRANITE BOULDER, 31.35 FT. FROM STATION MARK, S 69 DEG 32 MIN W.
 JL0850'
 JL0850'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE TABLET SET IN LARGE
 JL0850'GRANITE BOULDER, 34.70 FT. FROM STATION MARK, N 03 DEG 17 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC7734 ***********************************************************************
 AC7734  PACS        -  This is a Primary Airport Control Station.
 AC7734  DESIGNATION -  JONES
 AC7734  PID         -  AC7734
 AC7734  STATE/COUNTY-  CO/ROUTT
 AC7734  USGS QUAD   -  ROCKY PEAK (1962)
 AC7734
 AC7734                         *CURRENT SURVEY CONTROL
 AC7734  ___________________________________________________________________
 AC7734* NAD 83(1992)-  40 31 15.32925(N)    106 52 08.05480(W)     ADJUSTED  
 AC7734* NAVD 88     -      2094.87   (meters)    6872.9    (feet)  GPS OBS   
 AC7734  ___________________________________________________________________
 AC7734  X           -  -1,409,391.653 (meters)                     COMP
 AC7734  Y           -  -4,647,921.748 (meters)                     COMP
 AC7734  Z           -   4,123,479.410 (meters)                     COMP
 AC7734  LAPLACE CORR-          10.03  (seconds)                    DEFLEC99
 AC7734  ELLIP HEIGHT-        2082.31  (meters)          (10/21/02) GPS OBS
 AC7734  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 AC7734
 AC7734  HORZ ORDER  -  B
 AC7734  ELLP ORDER  -  FIFTH     CLASS I
 AC7734
 AC7734.This mark is at Bob Adams Field Airport (SBS)
 AC7734
 AC7734.The horizontal coordinates were established by GPS observations
 AC7734.and adjusted by the National Geodetic Survey in June 2000..
 AC7734
 AC7734.The orthometric height was determined by GPS observations and a
 AC7734.high-resolution geoid model.
 AC7734
 AC7734.GPS derived orthometric heights for airport stations designated as
 AC7734.PACS or SACS are published to 2 decimal places.  This maintains
 AC7734.centimeter relative accuracy between the PACS and SACS.  It does
 AC7734.not indicate centimeter accuracy relative to other marks which are
 AC7734.part of the NAVD 88 network.
 AC7734
 AC7734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC7734
 AC7734.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC7734
 AC7734.The ellipsoidal height was determined by GPS observations
 AC7734.and is referenced to NAD 83.
 AC7734
 AC7734.The geoid height was determined by GEOID03.
 AC7734
 AC7734;                    North         East     Units Scale Factor Converg.
 AC7734;SPC CO N     -   437,556.819   798,407.277   MT  0.99996794   -0 53 04.2
 AC7734;SPC CO N     - 1,435,551.00  2,619,441.21   sFT  0.99996794   -0 53 04.2
 AC7734;UTM  13      - 4,487,255.297   341,685.330   MT  0.99990852   -1 12 52.3
 AC7734
 AC7734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC7734!SPC CO N     -   0.99967346  x   0.99996794  =   0.99964141
 AC7734!UTM  13      -   0.99967346  x   0.99990852  =   0.99958201
 AC7734
 AC7734                          SUPERSEDED SURVEY CONTROL
 AC7734
 AC7734  ELLIP H (06/30/00) 2082.32   (m)                       GP(       ) 1 1
 AC7734  NAD 83(1992)-  40 31 15.32835(N)    106 52 08.05539(W) AD(       ) 1
 AC7734  ELLIP H (04/07/97) 2082.35   (m)                       GP(       ) 2 1
 AC7734
 AC7734.Superseded values are not recommended for survey control.
 AC7734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC7734.See file dsdata.txt to determine how the superseded data were derived.
 AC7734
 AC7734_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE4168587255(NAD 83)
 AC7734_MARKER: I = METAL ROD
 AC7734_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC7734_STAMPING: JONES 1992
 AC7734_MARK LOGO: NGS   
 AC7734_PROJECTION: FLUSH
 AC7734_MAGNETIC: I = MARKER IS A STEEL ROD
 AC7734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC7734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC7734+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1999
 AC7734_ROD/PIPE-DEPTH: 6.1  meters
 AC7734_SLEEVE-DEPTH  : .9 meters
 AC7734
 AC7734  HISTORY     - Date     Condition        Report By
 AC7734  HISTORY     - 1992     MONUMENTED       NGS
 AC7734  HISTORY     - 19990519 GOOD             MSAM
 AC7734
 AC7734                          STATION DESCRIPTION
 AC7734
 AC7734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RSC)
 AC7734'THE STATION IS LOCATED AT THE BOB ADAMS FIELD ROUTT COUNTY AIRPORT
 AC7734'NEAR THE DISPLACED THRESHOLD FOR RUNWAY END 14 IN THE NORTHEAST SIDE
 AC7734'OF THE RUNWAY AND ABOUT 3.0 MI (4.8 KM) NORTHWEST OF STEAMBOAT
 AC7734'SPRINGS, IN THE SOUTHEAST 1/4 OF SECTION 36, T 7 N, R 85 W.
 AC7734'OWNERSHIP--CITY OF STEAMBOAT SPRINGS, P.O.  BOX 775088, STEAMBOAT
 AC7734'SPRINGS, COLORADO 80477.  CONTACT THE AIRPORT MANAGER BEFORE GOING TO
 AC7734'THE STATION AS THE STATION IS NEAR THE RUNWAY.
 AC7734'TELEPHONE--303-879-9042.  TO REACH THE STATION FROM THE INTERSECTION
 AC7734'OF U.S.  HIGHWAY 40 AND COUNTY ROAD 129 ON THE WESTERN SIDE OF
 AC7734'STEAMBOAT SPRINGS, GO NORTH ON COUNTY ROAD 129 FOR 1.4 MI (2.3 KM) TO
 AC7734'THE ENTRANCE OF ROUTT COUNTY AIRPORT ON THE LEFT.  TURN LEFT,
 AC7734'WESTERLY, FOR 0.25 MI (0.40 KM) TO THE AIRPORT MANAGER OFFICE. STOP
 AC7734'FOR PERMISSION TO ENTER THE RUNWAY AREA AND GET DIRECTIONS AS TO THE
 AC7734'SAFEST ROUTE TO THE POINT.  THE STATION IS A PUNCH MARK IN THE TOP
 AC7734'CENTER OF A STEEL ROD IN A PVC PIPE WITH A LOGO CAP SET IN A ROUND
 AC7734'CONCRETE SLEEVE FLUSH WITH THE GROUND.  IT IS 381.5 FT (116.3 M)
 AC7734'SOUTHEAST OF THE END OF THE RUNWAY, 135.7 FT (41.4 M) SOUTH OF THE
 AC7734'NORTHEAST MOST CULVERT, 130.7 FT (39.8 M) EAST-NORTHEAST OF THE CENTER
 AC7734'OF THE RUNWAY, 45.6 FT (13.9 M) EAST-NORTHEAST OF THE NORTHEAST MOST
 AC7734'LIGHT, 32.0 FT (9.8 M) WEST-SOUTHWEST OF A WITNESS POST AND EDGE OF
 AC7734'FILL AND IN LINE WITH THE NORTHERN RUNWAY END LIGHTS.
 AC7734
 AC7734                          STATION RECOVERY (1999)
 AC7734
 AC7734'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AC7734'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC.  1999 (KCH) THE
 AC7734'STATION IS LOCATED ABOUT 3 MI (4.8 KM) NORTHWEST OF STEAMBOAT SPRINGS
 AC7734'AT THE BOB ADAMS FIELD ROUTT COUNTY AIRPORT.  IT IS NEAR THE NORTH END
 AC7734'AND EAST OF RUNWAY 32-14, IN THE SOUTHEAST QUARTER OF SECTION 36, T 7
 AC7734'N, R 85 W.  THE AIRPORT IS NOT CONTROLLED.  PERMISSION TO USE THE
 AC7734'STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER MR.  BRIAN FEENEY AT
 AC7734'POST OFFICE BOX 775088, STEAMBOAT SPRINGS, COLORADO, TELEPHONE
 AC7734'970-879-9042.  OWNERSHIP--ROUTT COUNTY
 AC7734'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 40 AND
 AC7734'ROUTT COUNTY ROAD 129 ON THE WESTERN SIDE OF STEAMBOAT SPRINGS, GO
 AC7734'NORTH ON COUNTY ROAD 129 FOR 1.4 MI (2.3 KM) TO THE ENTRANCE OF ROUTT
 AC7734'COUNTY AIRPORT ON THE LEFT.  TURN LEFT, SOUTHWESTERLY, FOR 0.15 MI
 AC7734'(0.24 KM) TO A Y INTERSECTION.  KEEP RIGHT, SOUTHWEST, FOR ABOUT 50 M
 AC7734'(164.0 FT) TO AIRPORT GATE 3.  WITH PERMISSION FROM THE AIRPORT
 AC7734'MANAGER PASS THROUGH GATE 3, KEEP RIGHT, WEST, ACROSS THE APRON FOR
 AC7734'0.1 MI (0.2 KM) TO TAXIWAY B.  CONTINUE, WEST, ON TAXIWAY B FOR 70 M
 AC7734'(229.7 FT) TO RUNWAY 32-14.  TURN RIGHT, NORTHWEST, ON RUNWAY 32-14
 AC7734'FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT
 AC7734'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 AC7734'TO A DEPTH OF 6.1 M, (20.0 FT) ENCASED IN A 0.9 M (3.0 FT) LONG
 AC7734'GREASED PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID,
 AC7734'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 39.8 M
 AC7734'(130.6 FT) NORTHEAST OF THE CENTER OF RUNWAY 32-14, 37.8 M (124.0 FT)
 AC7734'EAST OF THE 2ND RUNWAY LIGHT, 27.5 M (90.2 FT) NORTHEAST OF THE 3RD
 AC7734'RUNWAY LIGHT, 24.6 M (80.7 FT) NORTHEAST OF THE EAST EDGE OF RUNWAY
 AC7734'32-14 AND 9.8 M (32.2 FT) WEST-SOUTHWEST OF A FIBERGLASS WITNESS POST
 AC7734'AND EDGE OF FILL.  THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT
 AC7734'CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3945 ***********************************************************************
 AE3945  DESIGNATION -  JONES
 AE3945  PID         -  AE3945
 AE3945  STATE/COUNTY-  CO/WELD
 AE3945  USGS QUAD   -  BRACEWELL (1980)
 AE3945
 AE3945                         *CURRENT SURVEY CONTROL
 AE3945  ___________________________________________________________________
 AE3945* NAD 83(1992)-  40 28 58.62808(N)    104 47 32.22564(W)     ADJUSTED  
 AE3945* NAVD 88     -      1454.7    (meters)    4773.     (feet)  GPS OBS   
 AE3945  ___________________________________________________________________
 AE3945  X           -  -1,240,618.516 (meters)                     COMP
 AE3945  Y           -  -4,698,114.040 (meters)                     COMP
 AE3945  Z           -   4,119,853.169 (meters)                     COMP
 AE3945  LAPLACE CORR-          -8.06  (seconds)                    DEFLEC99
 AE3945  ELLIP HEIGHT-        1437.03  (meters)          (12/03/02) GPS OBS
 AE3945  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 AE3945
 AE3945  HORZ ORDER  -  FIRST
 AE3945  ELLP ORDER  -  FOURTH    CLASS II
 AE3945
 AE3945.The horizontal coordinates were established by GPS observations
 AE3945.and adjusted by the National Geodetic Survey in October 1997..
 AE3945
 AE3945.The orthometric height was determined by GPS observations and a
 AE3945.high-resolution geoid model.
 AE3945
 AE3945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3945
 AE3945.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3945
 AE3945.The ellipsoidal height was determined by GPS observations
 AE3945.and is referenced to NAD 83.
 AE3945
 AE3945.The geoid height was determined by GEOID03.
 AE3945
 AE3945;                    North         East     Units Scale Factor Converg.
 AE3945;SPC CO N     -   432,684.431   974,405.704   MT  0.99996504   +0 27 26.2
 AE3945;SPC CO N     - 1,419,565.50  3,196,862.71   sFT  0.99996504   +0 27 26.2
 AE3945;UTM  13      - 4,481,383.154   517,604.962   MT  0.99960381   +0 08 05.5
 AE3945
 AE3945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3945!SPC CO N     -   0.99977462  x   0.99996504  =   0.99973967
 AE3945!UTM  13      -   0.99977462  x   0.99960381  =   0.99937852
 AE3945
 AE3945                          SUPERSEDED SURVEY CONTROL
 AE3945
 AE3945  ELLIP H (10/23/97) 1437.06   (m)                       GP(       ) 4 1
 AE3945
 AE3945.Superseded values are not recommended for survey control.
 AE3945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3945.See file dsdata.txt to determine how the superseded data were derived.
 AE3945
 AE3945_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE1760581383(NAD 83)
 AE3945_MARKER: DH = HORIZONTAL CONTROL DISK
 AE3945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3945_STAMPING: JONES 1996
 AE3945_MARK LOGO: NGS   
 AE3945_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3945+STABILITY: SURFACE MOTION
 AE3945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3945+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE3945
 AE3945  HISTORY     - Date     Condition        Report By
 AE3945  HISTORY     - 1996     MONUMENTED       NGS
 AE3945
 AE3945                          STATION DESCRIPTION
 AE3945
 AE3945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE3945'THE STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) EAST OF WINDSOR, 2.0 MI
 AE3945'(3.2 KM) NORTHEAST OF BRACEWELL AND 1.3 MI (2.1 KM) WEST OF NEFF LAKE,
 AE3945'IN THE SOUTHWEST 1/4 OF SECTION 16, T 6 N, R 66 W. OWNERSHIP--WELD
 AE3945'COUNTY ROAD RIGHT-OF-WAY TO REACH THE STATION FROM THE INTERSECTION OF
 AE3945'STATE HIGHWAY 392 AND WELD COUNTY ROAD 29, 6 MI (9.7 KM) EAST OF
 AE3945'WINDSOR, GO NORTH ON WELD COUNTY ROAD 29 FOR 0.1 MI (0.2 KM) TO THE
 AE3945'STATION ON THE RIGHT, JUST AFTER CROSSING BRIDGE NUMBER 2968A OVER THE
 AE3945'GREELEY NUMBER 2 CANAL THE MARK IS A STANDARD DISK SET INTO THE TOP OF
 AE3945'A 0.5 M (1.6 FT) ROUND BY 1.7 M (5.6 FT) LONG CONCRETE POST PROJECTING
 AE3945'5 CM ABOVE THE GROUND.  IT IS 12.2 M (40.0 FT) EAST FROM THE CENTER
 AE3945'LINE OF WELD COUNTY ROAD 29, 11.0 M (36.1 FT) NORTH-NORTHEAST FROM THE
 AE3945'CENTER OF THE EASTERN SIDE OF THE BRIDGE, 7.0 M (23.0 FT) SOUTH FROM
 AE3945'THE CENTER OF A FIELD ROAD GOING ALONG THE NORTHSIDE OF THE DITCH,
 AE3945'0.95 M (3.12 FT) SOUTHWEST FROM A WITNESS POST, 0.95 M (3.12 FT)
 AE3945'SOUTH-SOUTHEAST FROM A WITNESS POST AND ABOUT 0.3 M (1.0 FT) BELOW
 AE3945'WELD COUNTY ROAD 29.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4291 ***********************************************************************
 AE4291  DESIGNATION -  JONES
 AE4291  PID         -  AE4291
 AE4291  STATE/COUNTY-  CO/EL PASO
 AE4291  USGS QUAD   -  COLORADO SPRINGS (1994)
 AE4291
 AE4291                         *CURRENT SURVEY CONTROL
 AE4291  ___________________________________________________________________
 AE4291* NAD 83(1992)-  38 49 40.68889(N)    104 47 33.70523(W)     ADJUSTED  
 AE4291* NAVD 88     -      1859.8    (meters)    6102.     (feet)  GPS OBS   
 AE4291  ___________________________________________________________________
 AE4291  X           -  -1,270,678.630 (meters)                     COMP
 AE4291  Y           -  -4,811,809.244 (meters)                     COMP
 AE4291  Z           -   3,978,612.581 (meters)                     COMP
 AE4291  LAPLACE CORR-         -13.37  (seconds)                    DEFLEC99
 AE4291  ELLIP HEIGHT-        1842.73  (meters)          (12/03/02) GPS OBS
 AE4291  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 AE4291
 AE4291  HORZ ORDER  -  FIRST
 AE4291  ELLP ORDER  -  FOURTH    CLASS II
 AE4291
 AE4291.The horizontal coordinates were established by GPS observations
 AE4291.and adjusted by the National Geodetic Survey in October 1997..
 AE4291
 AE4291.The orthometric height was determined by GPS observations and a
 AE4291.high-resolution geoid model.
 AE4291
 AE4291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4291
 AE4291.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4291
 AE4291.The ellipsoidal height was determined by GPS observations
 AE4291.and is referenced to NAD 83.
 AE4291
 AE4291.The geoid height was determined by GEOID03.
 AE4291
 AE4291;                    North         East     Units Scale Factor Converg.
 AE4291;SPC CO C     -   415,451.194   975,817.269   MT  0.99994720   +0 26 45.9
 AE4291;SPC CO C     - 1,363,026.13  3,201,493.82   sFT  0.99994720   +0 26 45.9
 AE4291;UTM  13      - 4,297,706.826   517,994.221   MT  0.99960399   +0 07 47.9
 AE4291
 AE4291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4291!SPC CO C     -   0.99971096  x   0.99994720  =   0.99965818
 AE4291!UTM  13      -   0.99971096  x   0.99960399  =   0.99931506
 AE4291
 AE4291                          SUPERSEDED SURVEY CONTROL
 AE4291
 AE4291  ELLIP H (10/31/97) 1842.73   (m)                       GP(       ) 4 1
 AE4291
 AE4291.Superseded values are not recommended for survey control.
 AE4291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4291.See file dsdata.txt to determine how the superseded data were derived.
 AE4291
 AE4291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC1799497707(NAD 83)
 AE4291_MARKER: DH = HORIZONTAL CONTROL DISK
 AE4291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4291_STAMPING: JONES 1996
 AE4291_MARK LOGO: NGS   
 AE4291_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE4291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4291+STABILITY: SURFACE MOTION
 AE4291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4291+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2003
 AE4291
 AE4291  HISTORY     - Date     Condition        Report By
 AE4291  HISTORY     - 1996     MONUMENTED       NGS
 AE4291  HISTORY     - 20020119 GOOD             USPSQD
 AE4291  HISTORY     - 20030901 GOOD             COMPA
 AE4291
 AE4291                          STATION DESCRIPTION
 AE4291
 AE4291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE4291'THE STATION IS LOCATED IN THE CITY OF COLORADO SPRINGS, IN THE
 AE4291'SOUTHWEST 1/4 OF SECTION 16, T 14 S, R 66 W.  OWNERSHIP--EL PASO DEPT.
 AE4291'OF HEALTH  TO REACH THE STATION FROM THE INTERSECTION OF UNION BLVD.
 AE4291'AND AIRPORT ROAD, GO NORTH ON UNION BLVD.  FOR 0.15 MI (0.24 KM) TO
 AE4291'THE SOUTHERN ENTRANCE TO THE EL PASO COUNTY DEPT.  OF HEALTH BUILDING
 AE4291'AT 301-305 SOUTH UNION BLVD.  TURN RIGHT, EAST, 0.1 MI.  (0.2 KM)
 AE4291'FOLOWING THE LANE TO THE BACK OF THE PARKING LOT AND A LANE GOING
 AE4291'NORTH FOR 0.1 MI (0.2 KM) TO THE NORTHEAST CORNER OF THE PROPERTY AND
 AE4291'THE STATION IN THE CORNER.  A DRIVE WAY TO THE STATION ALSO EXITS
 AE4291'BETWEEN 225 SOUTH UNION, THE DENVER TECHNICAL COLLEGE AT COLORADO
 AE4291'SPRINGS, AND 301-305 SOUTH UNION  THE MARK IS A STANDARD DISK SET IN
 AE4291'THE TOP OF A 50 CM ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS
 AE4291'37.9 M (124.3 FT) NORTH-NORTHWEST FROM THE END OF A CHAINLINK FENCE
 AE4291'NEXT TO A WALKWAY, 33.7 M (110.6 FT) EAST-NORTHEAST FROM A YELLOW AND
 AE4291'RED FIRE HYDRANT, 23.9 M (78.4 FT) NORTHEAST FROM THE CENTER OF THE
 AE4291'NORTHEAST CURVE AROUND THE TRAFFIC LANE AROUND THE BUILDING, 2.0 M
 AE4291'(6.6 FT) WEST FROM A CHAINLINK FENCE, 0.65 M (2.13 FT) NORTH OF A
 AE4291'WITNESS POST AND 0.65 M (2.13 FT) SOUTH FROM A WITNESS POST
 AE4291
 AE4291                          STATION RECOVERY (2002)
 AE4291
 AE4291'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AE4291'RECOVERED IN GOOD CONDITION.
 AE4291
 AE4291                          STATION RECOVERY (2003)
 AE4291
 AE4291'RECOVERY NOTE BY COMPASSCOM INC 2003 (IR)
 AE4291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3418 ***********************************************************************
 AA3418  DESIGNATION -  JORDAN
 AA3418  PID         -  AA3418
 AA3418  STATE/COUNTY-  CO/DOUGLAS
 AA3418  USGS QUAD   -  DAKAN MOUNTAIN (1994)
 AA3418
 AA3418                         *CURRENT SURVEY CONTROL
 AA3418  ___________________________________________________________________
 AA3418* NAD 83(1992)-  39 10 38.61706(N)    105 00 11.89730(W)     ADJUSTED  
 AA3418* NAVD 88     -      2737.3    (meters)    8981.     (feet)  GPS OBS   
 AA3418  ___________________________________________________________________
 AA3418  X           -  -1,282,211.843 (meters)                     COMP
 AA3418  Y           -  -4,784,175.928 (meters)                     COMP
 AA3418  Z           -   4,009,322.166 (meters)                     COMP
 AA3418  LAPLACE CORR-         -13.71  (seconds)                    DEFLEC99
 AA3418  ELLIP HEIGHT-        2721.83  (meters)          (12/03/02) GPS OBS
 AA3418  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 AA3418
 AA3418  HORZ ORDER  -  FIRST
 AA3418  ELLP ORDER  -  FOURTH    CLASS II
 AA3418
 AA3418.The horizontal coordinates were established by GPS observations
 AA3418.and adjusted by the National Geodetic Survey in December 1994..
 AA3418
 AA3418.The orthometric height was determined by GPS observations and a
 AA3418.high-resolution geoid model.
 AA3418
 AA3418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3418
 AA3418.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3418
 AA3418.The ellipsoidal height was determined by GPS observations
 AA3418.and is referenced to NAD 83.
 AA3418
 AA3418.The geoid height was determined by GEOID03.
 AA3418
 AA3418;                    North         East     Units Scale Factor Converg.
 AA3418;SPC CO C     -   454,118.609   957,318.175   MT  0.99993679   +0 18 47.7
 AA3418;SPC CO C     - 1,489,887.47  3,140,801.38   sFT  0.99993679   +0 18 47.7
 AA3418;UTM  13      - 4,336,462.450   499,714.547   MT  0.99960000   -0 00 07.5
 AA3418
 AA3418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3418!SPC CO C     -   0.99957315  x   0.99993679  =   0.99950996
 AA3418!UTM  13      -   0.99957315  x   0.99960000  =   0.99917332
 AA3418
 AA3418                          SUPERSEDED SURVEY CONTROL
 AA3418
 AA3418  ELLIP H (12/14/94) 2721.85   (m)                       GP(       ) 3 1
 AA3418
 AA3418.Superseded values are not recommended for survey control.
 AA3418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3418.See file dsdata.txt to determine how the superseded data were derived.
 AA3418
 AA3418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9971536462(NAD 83)
 AA3418_MARKER: DD = SURVEY DISK
 AA3418_SETTING: 66 = SET IN ROCK OUTCROP
 AA3418_STAMPING: JORDAN
 AA3418_MARK LOGO: DCGIS 
 AA3418_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA3418_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA3418+STABILITY: POSITION/ELEVATION WELL
 AA3418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3418+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3418
 AA3418  HISTORY     - Date     Condition        Report By
 AA3418  HISTORY     - 1993     MONUMENTED       MSAM
 AA3418  HISTORY     - 20041010 GOOD             GEOCAC
 AA3418
 AA3418                          STATION DESCRIPTION
 AA3418
 AA3418'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1993 (KCH)
 AA3418'THE STATION IS LOCATED ABOUT 16 MILES (25.7 KM) SOUTHWEST OF CASTLE
 AA3418'ROCK, COLORADO, IN THE PIKE NATIONAL FOREST, ON THE WEST SIDE OF
 AA3418'FOREST SERVICE ROAD 327, IN SECTION 16 TOWNSHIP 10 SOUTH, RANGE 68
 AA3418'WEST OF THE 6TH P.M., OWNERSHIP-- US FOREST. TO REACH THE STATION FROM
 AA3418'THE INTERSECTION OF STATE HIGHWAY 85 (SANTA FE DRIVE)AND STATE HIGHWAY
 AA3418'67 IN SEDALIA, GO SOUTHWEST ON STATE HIGHWAY 67 FOR 9.5 MILES (15.3
 AA3418'KM) TO RAMPART RANGE ROAD (FOREST SERVICE ROAD 300)ON THE SOUTH, GO
 AA3418'SOUTH ON RAMPART RANGE ROAD FOR 21.4 MILES (34.4 KM) TO FOREST SERVICE
 AA3418'ROAD 327 ON THE EAST, GO EAST ON FOREST SERVICE ROAD 327 FOR 1.95
 AA3418'MILES (3.14 KM) TO A DOUGLAS COUNTY FIBERGLASS WITNESS POST ON THE
 AA3418'WEST, THE STATION IS ABOUT 30 FEET (9.1 M) ABOVE YOU. AFTER YOU SPOT
 AA3418'THE STATION BACKUP ABOUT 0.1 MILES (0.2 KM) TO A PULL OFF ON THE EAST,
 AA3418'IT IS AN EASY 1-2 MINUTE WALK FROM HERE. THE STATION IS A BRASS DISK
 AA3418'SET IN A LARGE ROCK, WALK AROUND TO THE WEST SIDE OF THE LARGE ROCK,
 AA3418'IT IS VERY EASY TO GET ON TOP FROM THIS SIDE, THE LARGE ROCK IS 30
 AA3418'FEET (9.1 M) X 15 FEET (4.6 M) X 10 FEET (3.0 M) AND THE TOP IS VERY
 AA3418'FLAT, A DOUGLAS COUNTY FIBERGLASS WITNESS POST HAS BEEN SET ON THE TOP
 AA3418'OF THIS ROCK ALSO. FOR GPS OBSERVATION THE HIGHER YOU CAN SET YOUR
 AA3418'ANTENNA THE BETTER, THE TREES WILL CAUSE CYCLE SLIPS.
 AA3418
 AA3418                          STATION RECOVERY (2004)
 AA3418
 AA3418'RECOVERY NOTE BY GEOCACHING 2004 (MME)
 AA3418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1423 ***********************************************************************
 LL1423  DESIGNATION -  JR 53 5026
 LL1423  PID         -  LL1423
 LL1423  STATE/COUNTY-  CO/WELD
 LL1423  USGS QUAD   -  ERIE (1967)
 LL1423
 LL1423                         *CURRENT SURVEY CONTROL
 LL1423  ___________________________________________________________________
 LL1423* NAD 83(1992)-  40 02 38.47857(N)    105 02 40.82132(W)     ADJUSTED  
 LL1423* NAVD 88     -      1532.55   (+/-2cm)    5028.0    (feet)  VERTCON   
 LL1423  ___________________________________________________________________
 LL1423  LAPLACE CORR-          -9.57  (seconds)                    DEFLEC99
 LL1423  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 LL1423
 LL1423  HORZ ORDER  -  SECOND
 LL1423  VERT ORDER  -  THIRD ? (See Below)
 LL1423
 LL1423.The horizontal coordinates were established by classical geodetic methods
 LL1423.and adjusted by the National Geodetic Survey in January 1993..
 LL1423.No horizontal observational check was made to the station.
 LL1423
 LL1423.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1423.The vertical order pertains to the NGVD 29 superseded value.
 LL1423
 LL1423.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1423
 LL1423.The geoid height was determined by GEOID03.
 LL1423
 LL1423;                    North         East     Units Scale Factor Converg.
 LL1423;SPC CO N     -   383,808.023   953,257.417   MT  0.99996332   +0 17 39.1
 LL1423;SPC CO N     - 1,259,210.16  3,127,478.71   sFT  0.99996332   +0 17 39.1
 LL1423;UTM  13      - 4,432,644.185   496,189.211   MT  0.99960018   -0 01 43.5
 LL1423
 LL1423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1423!SPC CO N     -   0.99976234  x   0.99996332  =   0.99972566
 LL1423!UTM  13      -   0.99976234  x   0.99960018  =   0.99936261
 LL1423
 LL1423                          SUPERSEDED SURVEY CONTROL
 LL1423
 LL1423  NAD 83(1986)-  40 02 38.46850(N)    105 02 40.82182(W) AD(       ) 2
 LL1423  NGVD 29 (01/20/89) 1531.61   (m)         5025.0    (f) LEVELING    3  
 LL1423
 LL1423.Superseded values are not recommended for survey control.
 LL1423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1423.See file dsdata.txt to determine how the superseded data were derived.
 LL1423
 LL1423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE9618932644(NAD 83)
 LL1423_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LL1423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1423_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LL1423_MAGNETIC: N = NO MAGNETIC MATERIAL
 LL1423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1423+STABILITY: SURFACE MOTION
 LL1423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1423+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 LL1423
 LL1423  HISTORY     - Date     Condition        Report By
 LL1423  HISTORY     - 1948     MONUMENTED       USGS
 LL1423  HISTORY     - 1985     GOOD             NGS
 LL1423  HISTORY     - 20030624 GOOD             NGS
 LL1423  HISTORY     - 20060305 GOOD             GEOCAC
 LL1423
 LL1423                          STATION DESCRIPTION
 LL1423
 LL1423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 LL1423'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) SOUTHEAST OF NIWOT,
 LL1423'10.5 KM (6.5 MI) NORTHEAST OF LOUISVILLE AND 0.8 KM (0.5 MI)
 LL1423'SOUTHEAST OF ERIE.
 LL1423'OWNERSHIP--ON RAILROAD RIGHT-OF-WAY AND STATE HIGHWAY RIGHT-OF-WAY.
 LL1423'
 LL1423'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN ERIE, GO SOUTH ON
 LL1423'BRIGGS STREET FOR 0.7 KM (0.45 MI) TO A T-INTERSECTION, PERRY
 LL1423'STREET.  TURN LEFT, EAST, ON PERRY STREET FOR 0.2 KM (0.1 MI) TO A
 LL1423'RAILROAD TRACK CROSSING AND THE MARK IN THE NORTHEAST CORNER OF THE
 LL1423'INTERSECTION.
 LL1423'
 LL1423'AZIMUTH MARK NO. 1 IS A STANDARD USGS DISK STAMPED---JR 53 5026
 LL1423'1948---SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 15 CM (6-IN)
 LL1423'ON A SIDE PROJECTING 5 CM (2-IN) ABOVE THE GROUND.   LOCATED 12.8 M
 LL1423'(42 FT) NORTH FROM THE CENTERLINE OF WELD COUNTY ROAD 8, 10.1 M
 LL1423'(33 FT) EAST-NORTHEAST FROM THE EAST RAIL, 3.4 M (11 FT) NORTH FROM
 LL1423'A FENCE CORNER AND 0.8 M (2.5 FT) SOUTH FROM A WITNESS POST.
 LL1423
 LL1423                          STATION RECOVERY (2003)
 LL1423
 LL1423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 LL1423'MARK IS A USGS BENCHMARK WHICH SERVES AS AN AZIMUTH STATION FOR
 LL1423'TRIANGULATION STATION ERIE.  IT IS LOCATED AT SOUTHEAST CORNER OF
 LL1423'DOWNTOWN ERIE, CO, AT NORTHWEST CORNER OF WELD COUNTY ROAD 8 AND LEON
 LL1423'A. WURL PARKWAY.  UPRR TRACKS ARE IN PLACE, BUT LINE IS ABANDONED.
 LL1423
 LL1423                          STATION RECOVERY (2006)
 LL1423
 LL1423'RECOVERY NOTE BY GEOCACHING 2006 (CLX)
 LL1423'N 40  02.641 W 105  02.683
 LL1423' 
 LL1423'IMAGE OF BENCHMARK IS AVAILABLE ON THE GEOCACHING WEBSITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0621 ***********************************************************************
 LL0621  DESIGNATION -  JR 63
 LL0621  PID         -  LL0621
 LL0621  STATE/COUNTY-  CO/BOULDER
 LL0621  USGS QUAD   -  LONGMONT (1979)
 LL0621
 LL0621                         *CURRENT SURVEY CONTROL
 LL0621  ___________________________________________________________________
 LL0621* NAD 83(1986)-  40 11 18.     (N)    105 06 08.     (W)     SCALED    
 LL0621* NAVD 88     -      1529.981  (meters)    5019.61   (feet)  POSTED    
 LL0621  ___________________________________________________________________
 LL0621  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 LL0621  DYNAMIC HT  -        1528.590 (meters)    5015.05  (feet)  COMP
 LL0621  MODELED GRAV-     979,663.5   (mgal)                       NAVD 88
 LL0621
 LL0621  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0621
 LL0621.The horizontal coordinates were scaled from a topographic map and have
 LL0621.an estimated accuracy of +/- 6 seconds.
 LL0621
 LL0621.The orthometric height was determined by differential leveling
 LL0621.and adjusted by the National Geodetic Survey in 1992..
 LL0621.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0621.rate of 0.0 thru 1.0 mm/km.
 LL0621
 LL0621.The geoid height was determined by GEOID03.
 LL0621
 LL0621.The dynamic height is computed by dividing the NAVD 88
 LL0621.geopotential number by the normal gravity value computed on the
 LL0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0621.degrees latitude (g = 980.6199 gals.).
 LL0621
 LL0621.The modeled gravity was interpolated from observed gravity values.
 LL0621
 LL0621;                    North         East    Units  Estimated Accuracy
 LL0621;SPC CO N     -   399,810.      948,280.      MT  (+/- 180 meters Scaled)
 LL0621
 LL0621                          SUPERSEDED SURVEY CONTROL
 LL0621
 LL0621  NGVD 29 (??/??/92) 1529.004  (m)         5016.41   (f) ADJ UNCH    2 0
 LL0621
 LL0621.Superseded values are not recommended for survey control.
 LL0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0621.See file dsdata.txt to determine how the superseded data were derived.
 LL0621
 LL0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE912486(NAD 83)
 LL0621_MARKER: DD = SURVEY DISK
 LL0621_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0621_SP_SET: WALKWAY
 LL0621_STAMPING: JR 63 5017 1948
 LL0621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0621
 LL0621  HISTORY     - Date     Condition        Report By
 LL0621  HISTORY     - 1948     MONUMENTED       USGS
 LL0621  HISTORY     - 1951     GOOD             NGS
 LL0621  HISTORY     - 1977     MARK NOT FOUND   NGS
 LL0621  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0621  HISTORY     - 20040223 MARK NOT FOUND   USPSQD
 LL0621
 LL0621                          STATION DESCRIPTION
 LL0621
 LL0621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LL0621'0.6 MI N FROM LONGMONT.
 LL0621'0.55 MILE NORTH ALONG U.S. HIGHWAYS 87 AND 287 FROM THE ENTRANCE
 LL0621'TO THE CEMETERY AT LONGMONT, AT JOHNSONS CORNER, SET IN THE TOP OF
 LL0621'THE CONCRETE WALK IN FRONT OF THE COLORADO RURAL GAS COMPANY BUILDING,
 LL0621'15 FEET NORTH OF THE NORTH EDGE OF THE EAST DOOR OF THE BUILDING,
 LL0621'0.8 FOOT NORTH OF THE NORTH EDGE OF THE NORTH WINDOW, 0.8 FOOT
 LL0621'EAST OF THE EAST WALL, 7 FEET WEST OF THE EAST EDGE OF THE SIDEWALK.
 LL0621
 LL0621                          STATION RECOVERY (1977)
 LL0621
 LL0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LL0621'MARK NOT FOUND.
 LL0621
 LL0621                          STATION RECOVERY (1984)
 LL0621
 LL0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0621'THE HIGHWAY HAS BEEN WIDENED.
 LL0621
 LL0621                          STATION RECOVERY (2004)
 LL0621
 LL0621'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL0621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0730 ***********************************************************************
 JL0730  DESIGNATION -  JUDY
 JL0730  PID         -  JL0730
 JL0730  STATE/COUNTY-  CO/GUNNISON
 JL0730  USGS QUAD   -  CEMENT MTN (1961)
 JL0730
 JL0730                         *CURRENT SURVEY CONTROL
 JL0730  ___________________________________________________________________
 JL0730* NAD 83(1992)-  38 48 25.67897(N)    106 48 48.72323(W)     ADJUSTED  
 JL0730* NAVD 88     -      3721.8    (meters)   12211.     (feet)  VERTCON   
 JL0730  ___________________________________________________________________
 JL0730  LAPLACE CORR-           5.73  (seconds)                    DEFLEC99
 JL0730  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 JL0730
 JL0730  HORZ ORDER  -  FIRST
 JL0730
 JL0730.The horizontal coordinates were established by classical geodetic methods
 JL0730.and adjusted by the National Geodetic Survey in January 1993..
 JL0730
 JL0730.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0730
 JL0730.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0730
 JL0730.The geoid height was determined by GEOID03.
 JL0730
 JL0730;                    North         East     Units Scale Factor Converg.
 JL0730;SPC CO C     -   413,723.961   800,316.615   MT  0.99994899   -0 49 42.4
 JL0730;SPC CO C     - 1,357,359.36  2,625,705.43   sFT  0.99994899   -0 49 42.4
 JL0730;UTM  13      - 4,296,936.379   342,531.757   MT  0.99990535   -1 08 12.4
 JL0730
 JL0730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0730!SPC CO C     -   0.99941859  x   0.99994899  =   0.99936761
 JL0730!UTM  13      -   0.99941859  x   0.99990535  =   0.99932399
 JL0730
 JL0730|---------------------------------------------------------------------|
 JL0730| PID    Reference Object                     Distance      Geod. Az  |
 JL0730|                                                           dddmmss.s |
 JL0730| CM6238 CEMENT RM                                          00557     |
 JL0730| JL0729 CEMENT                               64.671 METERS 01655     |
 JL0730| CM7515 JUDY AZ MK                                         1532236.8 |
 JL0730| CM7516 JUDY RM 1                            19.092 METERS 29450     |
 JL0730|---------------------------------------------------------------------|
 JL0730
 JL0730                          SUPERSEDED SURVEY CONTROL
 JL0730
 JL0730  NAD 83(1986)-  38 48 25.67612(N)    106 48 48.73392(W) AD(       ) 1
 JL0730  NAD 27      -  38 48 25.70020(N)    106 48 46.60470(W) AD(       ) 1
 JL0730  NGVD 29 (07/19/86) 3719.8    (m)        12204.     (f) VERT ANG       
 JL0730
 JL0730.Superseded values are not recommended for survey control.
 JL0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0730.See file dsdata.txt to determine how the superseded data were derived.
 JL0730
 JL0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC4253296936(NAD 83)
 JL0730_MARKER: DS = TRIANGULATION STATION DISK
 JL0730_SETTING: 0 = UNSPECIFIED SETTING
 JL0730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JL0730
 JL0730  HISTORY     - Date     Condition        Report By
 JL0730  HISTORY     - 1958     MONUMENTED       CGS
 JL0730  HISTORY     - 1959     GOOD             USGS
 JL0730
 JL0730                          STATION DESCRIPTION
 JL0730
 JL0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 JL0730'THE STATION IS ON THE HIGHEST POINT OF CEMENT MOUNTAIN, WHICH
 JL0730'HAS AN ALTITUDE OF 12, 212 FEET.  IT IS ON A TIMBER-FREE,
 JL0730'NORTH-SOUTH RIDGE, ABOUT 10 MILES NORTH OF ALMONT AND 10 MILES
 JL0730'SOUTHEAST OF CRESTED BUTTE.  EAST CEMENT MOUNTAIN LIES TO THE
 JL0730'SOUTHEAST AND IS ABOUT 500 FEET LOWER IN ELEVATION.  THE
 JL0730'STATION IS ON THE HIGHEST PART OF THE DIVIDE IN THE IMMEDIATE
 JL0730'VICINITY BETWEEN SPRING AND CEMENT CREEKS.
 JL0730'
 JL0730'TO REACH THE STATION FROM THE INTERSECTION OF TAYLOR CREEK
 JL0730'ROAD AND STATE HIGHWAY 135 IN ALMONT, GO NORTH ON HIGHWAY
 JL0730'135 FOR 5.6 MILES TO THE TAYLOR CREEK CUT-OFF ROAD AND SIGN
 JL0730'JACKS CABIN CUT-OFF, TAYLOR RIVER 4 MI. ON THE RIGHT, TURN
 JL0730'RIGHT ON THE SIDE ROAD AND GO SOUTHEAST AND EAST FOR 3.0
 JL0730'MILES TO THE CREST OF A RIDGE AND A SIDE ROAD ON THE LEFT, TURN
 JL0730'LEFT AND GO NORTHERLY ON THE SIDE ROAD FOR 1.5 MILES TO A
 JL0730'FORK, TAKE THE RIGHT ROAD AND GO 100 FEET TO A FORK, TAKE THE
 JL0730'RIGHT ROAD AND GO EAST AND NORTHERLY (UP STEEP GRADE) ON THE
 JL0730'MAIN TRACK ROAD FOR 3.1 MILES TO ROARING JUDY CREEK JUST
 JL0730'AFTER PASSING A CORRAL ON THE LEFT, FROM THIS POINT PICK
 JL0730'YOUR WAY NORTHERLY, FOLLOWING PACK TRAIL AS MUCH AS
 JL0730'POSSIBLE FOR 2.3 MILES TO THE HIGHEST POINT AND THE
 JL0730'STATION.  AFTER GOING THE 100 FEET TO THE SECOND FORK
 JL0730'MENTIONED ABOVE, A SMALL JEEP WILL BE NECESSARY.
 JL0730'
 JL0730'THE STATION MARK IS A STANDARD DISK, STAMPED JUDY 1958, BRAZED
 JL0730'TO THE TOP OF A 2-INCH IRON PIPE WHICH PROJECTS 10 INCHES.  IT
 JL0730'IS 58 FEET WEST OF THE EDGE OF THE BLUFF.  A WHITE WITNESS
 JL0730'POST WAS SET 5 FEET SOUTH OF THE MARK.
 JL0730'
 JL0730'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED JUDY NO 1 1958,
 JL0730'CEMENTED IN A DRILL HOLE IN THE TOP OF A 12 X 14 INCH PROJECTION
 JL0730'OF BEDROCK, PROJECTING 3 INCHES.  IT IS 121 FEET WEST OF THE
 JL0730'EDGE OF THE BLUFF.
 JL0730'
 JL0730'REFERENCE MARK 2 IS A STANDARD U.S. GEOLOGICAL REFERENCE MARK
 JL0730'DISK, UNSTAMPED, CEMENTED IN A DRILL HOLE IN AN 18 X 48 INCH
 JL0730'PROJECTION OF BEDROCK PROJECTING 4 INCHES.  IT IS 116 FEET
 JL0730'WEST OF THE EDGE OF THE BLUFF AND 109 FEET SOUTH OF THE NORTH
 JL0730'EDGE OF THE BLUFF.  IT IS 41.25 FEET AND/OR 12.573 METERS WEST
 JL0730'OF CEMENT (USGS).
 JL0730'
 JL0730'CEMENT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK,
 JL0730'UNSTAMPED, CEMENTED IN A DRILL HOLE IN A 14 X 24 INCH OUTCROP
 JL0730'OF BEDROCK PROJECTING 2 INCHES.  IT IS 109 FEET SOUTH OF THE
 JL0730'NORTH EDGE OF THE BLUFF AND 75 FEET WEST OF THE EAST EDGE OF THE
 JL0730'BLUFF.  A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION
 JL0730'STATION JUDY.
 JL0730'
 JL0730'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED JUDY 1958, CEMENTED
 JL0730'IN A DRILL HOLE IN THE TOP OF A 2 X 3 FOOT BOULDER PROJECTING
 JL0730'6 INCHES.  IT IS 54 FEET SOUTHWEST OF THE EDGE OF THE BLUFF.
 JL0730'A WHITE WITNESS POST WAS SET 2 FEET EAST-SOUTHEAST OF THE MARK.
 JL0730'
 JL0730'TO REACH THE AZIMUTH MARK FROM THE STATION, FOLLOW THE EDGE OF THE
 JL0730'BLUFF SOUTH AND SOUTHEAST FOR 0.5 MILE TO THE MARK.
 JL0730
 JL0730                          STATION RECOVERY (1959)
 JL0730
 JL0730'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 JL0730'STATION MARK - A STANDARD USC+GS DISK STAMPED ---JUDY 1958---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0492 ***********************************************************************
 LK0492  DESIGNATION -  JUG
 LK0492  PID         -  LK0492
 LK0492  STATE/COUNTY-  CO/SEDGWICK
 LK0492  USGS QUAD   -  VENANGO NW (1962)
 LK0492
 LK0492                         *CURRENT SURVEY CONTROL
 LK0492  ___________________________________________________________________
 LK0492* NAD 83(1992)-  40 57 11.97314(N)    102 08 55.65155(W)     ADJUSTED  
 LK0492* NAVD 88     -      1137.     (meters)    3730.     (feet)  SCALED    
 LK0492  ___________________________________________________________________
 LK0492  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 LK0492  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 LK0492
 LK0492  HORZ ORDER  -  SECOND
 LK0492
 LK0492.The horizontal coordinates were established by classical geodetic methods
 LK0492.and adjusted by the National Geodetic Survey in January 1993..
 LK0492
 LK0492.The orthometric height was scaled from a topographic map.
 LK0492
 LK0492.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0492
 LK0492.The geoid height was determined by GEOID03.
 LK0492
 LK0492;                    North         East     Units Scale Factor Converg.
 LK0492;SPC CO N     -   490,010.000 1,196,497.001   MT  1.00003201   +2 09 55.2
 LK0492;SPC CO N     - 1,607,641.14  3,925,507.24   sFT  1.00003201   +2 09 55.2
 LK0492;SPC NE       -   126,596.563   319,155.536   MT  0.99970478   -1 25 26.4
 LK0492;UTM  13      - 4,537,491.153   739,974.153   MT  1.00030884   +1 52 10.9
 LK0492
 LK0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0492!SPC CO N     -   0.99982483  x   1.00003201  =   0.99985684
 LK0492!SPC NE       -   0.99982483  x   0.99970478  =   0.99952966
 LK0492!UTM  13      -   0.99982483  x   1.00030884  =   1.00013362
 LK0492
 LK0492|---------------------------------------------------------------------|
 LK0492| PID    Reference Object                     Distance      Geod. Az  |
 LK0492|                                                           dddmmss.s |
 LK0492| LK0493 JULESBURG UP RR MICROWAVE MAST       35.783 METERS 00538     |
 LK0492| CP8350 JUG RM 1                             20.526 METERS 08905     |
 LK0492| LK0495 JULESBURG FAA MICROWAVE MAST        APPROX.10.5 KM 2201339.8 |
 LK0492| LK0494 JULESBURG ATT CO MICROWAVE MST      APPROX. 7.1 KM 2422139.2 |
 LK0492| CP8351 JUG RM 2                             23.671 METERS 26945     |
 LK0492| CP8349 JUG AZ MK                                          2720244.2 |
 LK0492|---------------------------------------------------------------------|
 LK0492
 LK0492                          SUPERSEDED SURVEY CONTROL
 LK0492
 LK0492  NAD 83(1986)-  40 57 11.97274(N)    102 08 55.65129(W) AD(       ) 2
 LK0492  NAD 27      -  40 57 11.99380(N)    102 08 53.98860(W) AD(       ) 2
 LK0492
 LK0492.Superseded values are not recommended for survey control.
 LK0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0492.See file dsdata.txt to determine how the superseded data were derived.
 LK0492
 LK0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3997437491(NAD 83)
 LK0492_MARKER: DS = TRIANGULATION STATION DISK
 LK0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0492_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LK0492
 LK0492  HISTORY     - Date     Condition        Report By
 LK0492  HISTORY     - 1963     MONUMENTED       CGS
 LK0492
 LK0492                          STATION DESCRIPTION
 LK0492
 LK0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 LK0492'THE STATION IS ABOUT 5-3/4 MILES EAST AND 2-1/2 MILES SOUTH
 LK0492'OF JULESBURG, ON THE RIGHT-OF-WAY OF AN EAST-WEST SECTION
 LK0492'LINE ROAD, IN THE NORTHWEST 1/4 OF SEC. 9, T. 11 N, R. 43 W.
 LK0492'
 LK0492'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 385 AND
 LK0492'138 IN JULESBURG, GO SOUTHEASTERLY ON U.S. HIGHWAY 385 FOR 2.7
 LK0492'MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO EAST ON GRAVELED
 LK0492'ROAD FOR 4.4 MILES TO THE AZIMUTH MARK ON THE LEFT ON ROAD
 LK0492'RIGHT-OF-WAY.  CONTINUE AHEAD EAST ON GRAVELED ROAD FOR 0.3
 LK0492'MILE TO THE STATION ON THE RIGHT.
 LK0492'
 LK0492'THE STATION MARK IS A STANDARD DISK STAMPED JUG 1963, SET IN THE
 LK0492'TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 6 INCHES.
 LK0492'IT IS 34 FEET SOUTH OF THE CENTER OF AN EAST-WEST SECTION
 LK0492'ROAD, AND 2 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN.
 LK0492'
 LK0492'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED JUG NO 1 1963,
 LK0492'SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH
 LK0492'PROJECTS 1 INCH.  IT IS 34 FEET SOUTH OF THE CENTER OF AN
 LK0492'EAST-WEST SECTION ROAD, AND 3 FEET WEST OF A METAL WITNESS
 LK0492'POST WITH SIGN.
 LK0492'
 LK0492'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED JUG NO 1
 LK0492'1963, SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS
 LK0492'2 INCHES.  IT IS 79 FEET WEST OF A METAL WITNESS POST WITH SIGN,
 LK0492'34 FEET SOUTH OF THE CENTER OF AN EAST-WEST SECTION ROAD, AND
 LK0492'2 FEET EAST OF A POWERLINE POLE.
 LK0492'
 LK0492'AZIMUTH MARK IS A STANDARD DISK STAMPED JUG 1963, SET IN THE TOP
 LK0492'OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES.  IT IS
 LK0492'34 FEET NORTH OF THE CENTER OF AN EAST-WEST SECTION ROAD, 2.2
 LK0492'FEET SOUTHEAST OF A TELEPHONE POLE, 1.5 FEET NORTHEAST OF A
 LK0492'METAL WITNESS POST WITH SIGN, AND 0.5 FOOT SOUTH OF AN EAST-WEST
 LK0492'FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0883 ***********************************************************************
 JJ0883  DESIGNATION -  JUICE
 JJ0883  PID         -  JJ0883
 JJ0883  STATE/COUNTY-  CO/KIOWA
 JJ0883  USGS QUAD   -  OSWALD RANCH (1982)
 JJ0883
 JJ0883                         *CURRENT SURVEY CONTROL
 JJ0883  ___________________________________________________________________
 JJ0883* NAD 83(1992)-  38 35 07.75469(N)    102 44 59.85195(W)     ADJUSTED  
 JJ0883* NAVD 88     -      1284.     (meters)    4213.     (feet)  SCALED    
 JJ0883  ___________________________________________________________________
 JJ0883  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 JJ0883  GEOID HEIGHT-         -22.57  (meters)                     GEOID03
 JJ0883
 JJ0883  HORZ ORDER  -  SECOND
 JJ0883
 JJ0883.The horizontal coordinates were established by classical geodetic methods
 JJ0883.and adjusted by the National Geodetic Survey in January 1993..
 JJ0883
 JJ0883.The orthometric height was scaled from a topographic map.
 JJ0883
 JJ0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0883
 JJ0883.The geoid height was determined by GEOID03.
 JJ0883
 JJ0883;                    North         East     Units Scale Factor Converg.
 JJ0883;SPC CO S     -   521,296.071 1,153,984.606   MT  1.00003131   +1 41 12.5
 JJ0883;SPC CO S     - 1,710,285.53  3,786,031.16   sFT  1.00003131   +1 41 12.5
 JJ0883;SPC CO C     -   391,921.610 1,153,969.402   MT  0.99997612   +1 44 03.9
 JJ0883;SPC CO C     - 1,285,829.48  3,785,981.28   sFT  0.99997612   +1 44 03.9
 JJ0883;UTM  13      - 4,273,179.986   695,977.988   MT  1.00007299   +1 24 13.5
 JJ0883
 JJ0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0883!SPC CO S     -   0.99980219  x   1.00003131  =   0.99983349
 JJ0883!SPC CO C     -   0.99980219  x   0.99997612  =   0.99977831
 JJ0883!UTM  13      -   0.99980219  x   1.00007299  =   0.99987516
 JJ0883
 JJ0883|---------------------------------------------------------------------|
 JJ0883| PID    Reference Object                     Distance      Geod. Az  |
 JJ0883|                                                           dddmmss.s |
 JJ0883| CM8868 JUICE RM 1                           11.100 METERS 08206     |
 JJ0883| CM8869 JUICE RM 2                           11.503 METERS 15838     |
 JJ0883| CM8867 JUICE AZ MK                                        2684622.2 |
 JJ0883| JJ0888 COLORADO INTST GAS KIT CAR MST      APPROX. 9.0 KM 3370414.5 |
 JJ0883| JJ0887 COLORADO INTST GAS KIT CAR TK       APPROX. 8.9 KM 3371427.7 |
 JJ0883|---------------------------------------------------------------------|
 JJ0883
 JJ0883                          SUPERSEDED SURVEY CONTROL
 JJ0883
 JJ0883  NAD 83(1986)-  38 35 07.75173(N)    102 44 59.84697(W) AD(       ) 2
 JJ0883  NAD 27      -  38 35 07.73309(N)    102 44 58.13923(W) AD(       ) 2
 JJ0883
 JJ0883.Superseded values are not recommended for survey control.
 JJ0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0883.See file dsdata.txt to determine how the superseded data were derived.
 JJ0883
 JJ0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC9597873180(NAD 83)
 JJ0883_MARKER: DS = TRIANGULATION STATION DISK
 JJ0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0883
 JJ0883  HISTORY     - Date     Condition        Report By
 JJ0883  HISTORY     - 1954     MONUMENTED       CGS
 JJ0883  HISTORY     - 1971     GOOD             LOCENG
 JJ0883
 JJ0883                          STATION DESCRIPTION
 JJ0883
 JJ0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0883'STATION IS LOCATED, AIRLINE, ABOUT 7 MILES NORTH NORTHEAST
 JJ0883'OF EADS, 2 MILES EAST OF U.S. HIGHWAY 287 AND ON THE HIGHEST
 JJ0883'POINT OF A ROUND, SAGE BRUSH COVERED HILL.  A LINE OF POWER
 JJ0883'POLES RUN DIRECTLY OVER THE TOP OF THE HILL GOING EAST AND
 JJ0883'WEST.
 JJ0883'
 JJ0883'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S. HIGHWAY
 JJ0883'287 AND STATE HIGHWAY 96 IN THE SOUTHWEST PART OF EADS, GO
 JJ0883'NORTH ON U.S. HIGHWAY 287 FOR 7.3 MILES TO WHERE A POWER LINE
 JJ0883'CROSSES THE HIGHWAY.  TURN RIGHT AND FOLLOW THE TRACK ROAD
 JJ0883'ALONG THE POWER LINE FOR 1.6 MILES TO A FORK AND THE AZIMUTH
 JJ0883'MARK.  TAKE THE LEFT FORK, STRAIGHT AHEAD, AND GO 0.4 MILE TO
 JJ0883'THE TOP OF THE HILL AND THE STATION.
 JJ0883'
 JJ0883'STATION MARK, STAMPED JUICE 1954, IS A STANDARD DISK SET
 JJ0883'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 3
 JJ0883'INCHES.  IT IS 30.0 FEET NORTH OF A POWER LINE POLE, 12.0 FEET
 JJ0883'NORTHWEST OF THE BASE OF THE GUY WIRE AND 6.0 FEET NORTH OF
 JJ0883'A WITNESS POST.
 JJ0883'
 JJ0883'REFERENCE MARK NUMBER 1, STAMPED JUICE NO 1 1954, IS A STANDARD
 JJ0883'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 JJ0883'PROJECTS 3 INCHES AND IS AT THE SAME LEVEL AS THE STATION.
 JJ0883'IT IS 135.0 FEET WEST OF A WIRE FENCE LINE.
 JJ0883'
 JJ0883'REFERENCE MARK NUMBER 2, STAMPED JUICE NO 2 1954, IS A STANDARD
 JJ0883'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 JJ0883'PROJECTS 3 INCHES AND IS AT THE SAME LEVEL AS THE STATION.
 JJ0883'IT IS 6.0 FEET EAST OF A POWER LINE POLE.
 JJ0883'
 JJ0883'AZIMUTH MARK, STAMPED JUICE 1954, IS A STANDARD DISK SET IN
 JJ0883'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 2
 JJ0883'INCHES.  IT IS 4.0 FEET EAST OF A POWER LINE POLE THAT IS IN
 JJ0883'THE FORK OF THE ROADS.
 JJ0883'
 JJ0883'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JJ0883
 JJ0883                          STATION RECOVERY (1971)
 JJ0883
 JJ0883'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (JC)
 JJ0883'RECOVERED BY--M.J. HARDEN AND ASSOC.
 JJ0883'
 JJ0883'JUICE 1954-EXCELLENT
 JJ0883'
 JJ0883'JUICE NO. 1 1954-EXCELLENT
 JJ0883'
 JJ0883'JUICE NO. 2 1954-EXCELLENT
 JJ0883'
 JJ0883'DID NOT TRY AND LOCATE AZ. MK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0432 ***********************************************************************
 LK0432  DESIGNATION -  JULESBURG
 LK0432  PID         -  LK0432
 LK0432  STATE/COUNTY-  CO/SEDGWICK
 LK0432  USGS QUAD   -  VENANGO NW (1962)
 LK0432
 LK0432                         *CURRENT SURVEY CONTROL
 LK0432  ___________________________________________________________________
 LK0432* NAD 83(1992)-  40 59 39.87185(N)    102 14 42.96558(W)     ADJUSTED  
 LK0432* NAVD 88     -      1053.189  (meters)    3455.34   (feet)  ADJUSTED  
 LK0432  ___________________________________________________________________
 LK0432  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 LK0432  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 LK0432  DYNAMIC HT  -        1052.497 (meters)    3453.07  (feet)  COMP
 LK0432  MODELED GRAV-     979,931.6   (mgal)                       NAVD 88
 LK0432
 LK0432  HORZ ORDER  -  THIRD
 LK0432  VERT ORDER  -  FIRST     CLASS II
 LK0432
 LK0432.The horizontal coordinates were established by classical geodetic methods
 LK0432.and adjusted by the National Geodetic Survey in January 1993..
 LK0432
 LK0432.The orthometric height was determined by differential leveling
 LK0432.and adjusted by the National Geodetic Survey in June 1991..
 LK0432
 LK0432.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0432
 LK0432.The geoid height was determined by GEOID03.
 LK0432
 LK0432.The dynamic height is computed by dividing the NAVD 88
 LK0432.geopotential number by the normal gravity value computed on the
 LK0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0432.degrees latitude (g = 980.6199 gals.).
 LK0432
 LK0432.The modeled gravity was interpolated from observed gravity values.
 LK0432
 LK0432;                    North         East     Units Scale Factor Converg.
 LK0432;SPC CO N     -   494,267.001 1,188,212.189   MT  1.00004107   +2 06 10.8
 LK0432;SPC CO N     - 1,621,607.65  3,898,326.16   sFT  1.00004107   +2 06 10.8
 LK0432;SPC NE       -   131,362.394   311,156.230   MT  0.99969817   -1 29 16.6
 LK0432;UTM  13      - 4,541,791.874   731,709.346   MT  1.00026085   +1 48 28.3
 LK0432
 LK0432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0432!SPC CO N     -   0.99983803  x   1.00004107  =   0.99987909
 LK0432!SPC NE       -   0.99983803  x   0.99969817  =   0.99953625
 LK0432!UTM  13      -   0.99983803  x   1.00026085  =   1.00009884
 LK0432
 LK0432:                Primary Azimuth Mark                     Grid Az
 LK0432:SPC CO N     -  JULESBURG AZ MK                          045 02 24.3
 LK0432:SPC NE       -  JULESBURG AZ MK                          048 37 51.7
 LK0432:UTM  13      -  JULESBURG AZ MK                          045 20 06.8
 LK0432
 LK0432|---------------------------------------------------------------------|
 LK0432| PID    Reference Object                     Distance      Geod. Az  |
 LK0432|                                                           dddmmss.s |
 LK0432| CP8355 JULESBURG AZ MK                                    0470835.1 |
 LK0432| CP8356 JULESBURG RM 1                       21.465 METERS 05556     |
 LK0432| LK0510 JULESBURG MUNICIPAL TANK            APPROX. 1.5 KM 2403122.8 |
 LK0432| LK0032 H 26                                  6.368 METERS 25232     |
 LK0432|---------------------------------------------------------------------|
 LK0432
 LK0432                          SUPERSEDED SURVEY CONTROL
 LK0432
 LK0432  NAD 83(1986)-  40 59 39.87133(N)    102 14 42.96532(W) AD(       ) 3
 LK0432  NAD 27      -  40 59 39.89860(N)    102 14 41.29970(W) AD(       ) 3
 LK0432  NGVD 29 (02/14/92) 1052.723  (m)         3453.81   (f) ADJUSTED    1 2
 LK0432
 LK0432.Superseded values are not recommended for survey control.
 LK0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0432.See file dsdata.txt to determine how the superseded data were derived.
 LK0432
 LK0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3170941792(NAD 83)
 LK0432_MARKER: DS = TRIANGULATION STATION DISK
 LK0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0432_SP_SET: CONCRETE POST
 LK0432_STAMPING: JULESBURG 1963
 LK0432_MARK LOGO: CGS   
 LK0432_PROJECTION: FLUSH
 LK0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0432+STABILITY: SURFACE MOTION
 LK0432
 LK0432  HISTORY     - Date     Condition        Report By
 LK0432  HISTORY     - 1963     MONUMENTED       CGS
 LK0432  HISTORY     - 1986     GOOD             NGS
 LK0432
 LK0432                          STATION DESCRIPTION
 LK0432
 LK0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 LK0432'THE STATION IS LOCATED ABOUT 1 MILE NORTHEAST OF THE CENTER
 LK0432'OF THE CITY OF JULESBURG.  IT IS ON THE SOUTHEAST SIDE OF THE
 LK0432'RIGHT-OF-WAY OF THE UNION PACIFIC RAILROAD, AND JUST EAST OF
 LK0432'THE ENTRANCE GATE TO THE SEDGWICK COUNTY FAIRGROUNDS.
 LK0432'
 LK0432'TO REACH THE STATION FROM THE POST OFFICE ON CEDAR STREET IN
 LK0432'JULESBURG GO SOUTHEAST 1/2 BLOCK TO THE INTERSECTION WITH U.S.
 LK0432'HIGHWAY 138.  TURN LEFT AND GO NORTHEAST ON U.S. HIGHWAY 138
 LK0432'FOR 1.0 MILE TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT, CROSS
 LK0432'5 RAILROAD TRACKS, AND GO 0.1 MILE TO THE ENTRANCE GATE TO THE
 LK0432'SEDGWICK COUNTY FAIRGROUNDS.  THE STATION IS ON THE LEFT ON
 LK0432'RAILROAD PROPERTY.
 LK0432'
 LK0432'THE STATION MARK IS A STANDARD DISK STAMPED JULESBURG 1963
 LK0432'CEMENTED IN TOP OF A 12-INCH CONCRETE CYLINDER SET FLUSH WITH
 LK0432'THE SURFACE OF THE GROUND.  IT IS 75 FEET NORTHEAST OF THE
 LK0432'CENTER OF THE GATE INTO THE FAIRGROUNDS AND 6 FEET NORTH-NORTHEAST
 LK0432'OF A METAL WITNESS POST WITH SIGN.
 LK0432'
 LK0432'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED JULESBURG
 LK0432'NO 1 1963 CEMENTED IN TOP OF A 12-INCH CONCRETE CYLINDER
 LK0432'SET FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 1 FOOT NORTHWEST
 LK0432'OF THE SOUTHEAST RIGHT-OF-WAY FENCE OF THE RAILROAD, AND AT
 LK0432'THE SAME ELEVATION AS THE STATION.
 LK0432'
 LK0432'BENCH MARK H 26 IS A STANDARD BENCH MARK DISK STAMPED H 26
 LK0432'1933 CEMENTED IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 LK0432'PROJECTING 2 INCHES ABOVE THE GROUND.  IT IS 15.1 FEET NORTHEAST
 LK0432'OF A TELEPHONE POLE PAINTED BM 3454/4, AND 10 FEET NORTHWEST OF
 LK0432'THE SOUTHEAST RIGHT-OF-WAY FENCE OF THE RAILROAD.  IT SERVES
 LK0432'AS REFERENCE MARK TWO AND IS AT THE SAME ELEVATION AS THE
 LK0432'STATION.
 LK0432'
 LK0432'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JULESBURG 1963
 LK0432'CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER SET FLUSH
 LK0432'WITH THE SURFACE OF THE GROUND.  IT IS 49.0 FEET SOUTHEAST
 LK0432'OF THE SOUTHEAST RAIL OF A RAILROAD SIDING AT A SWITCH, 3.5
 LK0432'FEET SOUTHEAST OF THE NORTHWEST CORNER POST IN THE RIGHT-OF-WAY
 LK0432'FENCE, AND 2.0 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN.
 LK0432
 LK0432                          STATION RECOVERY (1986)
 LK0432
 LK0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LK0432'1.8 KM (1.1 MI) NE FROM JULESBURG.
 LK0432'1.6 KM (1.0 MI) NORTHEAST ALONG US HIGHWAY 138 FROM THE JUNCTION OF US
 LK0432'HIGHWAY 385 SOUTH IN JULESBURG, THENCE 0.16 KM (0.1 MI) SOUTHEAST
 LK0432'ALONG A DIRT ROAD CROSSING OVER THE UNION PACIFIC RAILROAD, AT THE
 LK0432'ENTRANCE GATE TO THE SEDGWICK COUNTY FAIR-GROUNDS, 22.9 METERS (75 FT)
 LK0432'NORTHEAST OF THE CENTER OF THE GATE, 0.9 METER (3 FT) NORTHWEST OF THE
 LK0432'CENTER OF A WIRE GATE, 6.4 METERS (20.9 FT) NORTH-NORTHEAST OF BENCH
 LK0432'MARK H 26 AND 11.4 METERS (70.4 FT) SOUTHWEST OF RM 1.
 LK0432'THE MARK IS 0.61 METERS  NW FROM  A WITNESS POST
 LK0432'THE MARK IS 0.61 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0494 ***********************************************************************
 LK0494  DESIGNATION -  JULESBURG ATT CO MICROWAVE MST
 LK0494  PID         -  LK0494
 LK0494  STATE/COUNTY-  CO/SEDGWICK
 LK0494  USGS QUAD   -  VENANGO NW (1962)
 LK0494
 LK0494                         *CURRENT SURVEY CONTROL
 LK0494  ___________________________________________________________________
 LK0494* NAD 83(1992)-  40 55 25.33467(N)    102 13 23.91744(W)     ADJUSTED  
 LK0494* NAVD 88     -                                                        
 LK0494  ___________________________________________________________________
 LK0494  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 LK0494  GEOID HEIGHT-         -20.49  (meters)                     GEOID03
 LK0494
 LK0494  HORZ ORDER  -  THIRD
 LK0494
 LK0494.The horizontal coordinates were established by classical geodetic methods
 LK0494.and adjusted by the National Geodetic Survey in January 1993..
 LK0494
 LK0494
 LK0494.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0494
 LK0494.The geoid height was determined by GEOID03.
 LK0494
 LK0494;                    North         East     Units Scale Factor Converg.
 LK0494;SPC CO N     -   486,488.144 1,190,348.681   MT  1.00002579   +2 07 01.8
 LK0494;SPC CO N     - 1,596,086.52  3,905,335.63   sFT  1.00002579   +2 07 01.8
 LK0494;SPC NE       -   123,467.603   312,800.803   MT  0.99970985   -1 28 24.2
 LK0494;UTM  13      - 4,534,000.253   733,806.072   MT  1.00027287   +1 49 10.9
 LK0494
 LK0494                          SUPERSEDED SURVEY CONTROL
 LK0494
 LK0494  NAD 83(1986)-  40 55 25.33397(N)    102 13 23.91625(W) AD(       ) 4
 LK0494  NAD 27      -  40 55 25.35200(N)    102 13 22.25200(W) AD(       ) 3
 LK0494
 LK0494.Superseded values are not recommended for survey control.
 LK0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0494.See file dsdata.txt to determine how the superseded data were derived.
 LK0494
 LK0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3380634000(NAD 83)
 LK0494_MARKER: 45 = MICROWAVE TOWER
 LK0494_MARK LOGO: CGS   
 LK0494
 LK0494  HISTORY     - Date     Condition        Report By
 LK0494  HISTORY     - 1963     FIRST OBSERVED   CGS
 LK0494  HISTORY     - 1963     GOOD             CGS
 LK0494  HISTORY     - 19850724 GOOD             NGS
 LK0494
 LK0494                          STATION DESCRIPTION
 LK0494
 LK0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 LK0494'THE STATION IS THE CENTER OF A RED LIGHT LOCATED ATOP THE
 LK0494'JULESBURG, AMERICAN TELEPHONE AND TELEGRAPH CO. MICRO-WAVE
 LK0494'MAST.  THE MAST IS A FOUR LEGGED STRUCTURE PAINTED ALTERNATING
 LK0494'RED AND WHITE.  THE MAST IS 175 FEET IN HEIGHT AND IS LOCATED
 LK0494'5 MILES SOUTH AND 2 MILES EAST OF JULESBURG.
 LK0494
 LK0494                          STATION RECOVERY (1963)
 LK0494
 LK0494'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LK0494'RECOVERED IN GOOD CONDITION.
 LK0494
 LK0494                          STATION RECOVERY (1985)
 LK0494
 LK0494'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LK0494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0495 ***********************************************************************
 LK0495  DESIGNATION -  JULESBURG FAA MICROWAVE MAST
 LK0495  PID         -  LK0495
 LK0495  STATE/COUNTY-  CO/SEDGWICK
 LK0495  USGS QUAD   -  VENANGO NW (1962)
 LK0495
 LK0495                         *CURRENT SURVEY CONTROL
 LK0495  ___________________________________________________________________
 LK0495* NAD 83(1992)-  40 52 52.95077(N)    102 13 44.22647(W)     ADJUSTED  
 LK0495* NAVD 88     -                                                        
 LK0495  ___________________________________________________________________
 LK0495  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 LK0495  GEOID HEIGHT-         -20.52  (meters)                     GEOID03
 LK0495
 LK0495  HORZ ORDER  -  THIRD
 LK0495
 LK0495.The horizontal coordinates were established by classical geodetic methods
 LK0495.and adjusted by the National Geodetic Survey in January 1993..
 LK0495
 LK0495
 LK0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0495
 LK0495.The geoid height was determined by GEOID03.
 LK0495
 LK0495;                    North         East     Units Scale Factor Converg.
 LK0495;SPC CO N     -   481,772.995 1,190,047.170   MT  1.00001738   +2 06 48.7
 LK0495;SPC CO N     - 1,580,616.90  3,904,346.42   sFT  1.00001738   +2 06 48.7
 LK0495;UTM  13      - 4,529,285.557   733,479.937   MT  1.00027100   +1 48 52.0
 LK0495
 LK0495                          SUPERSEDED SURVEY CONTROL
 LK0495
 LK0495  NAD 83(1986)-  40 52 52.95001(N)    102 13 44.22513(W) AD(       ) 4
 LK0495  NAD 27      -  40 52 52.96400(N)    102 13 42.56100(W) AD(       ) 3
 LK0495
 LK0495.Superseded values are not recommended for survey control.
 LK0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0495.See file dsdata.txt to determine how the superseded data were derived.
 LK0495
 LK0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3348029286(NAD 83)
 LK0495_MARKER: 45 = MICROWAVE TOWER
 LK0495_MARK LOGO: CGS   
 LK0495
 LK0495  HISTORY     - Date     Condition        Report By
 LK0495  HISTORY     - 1963     FIRST OBSERVED   CGS
 LK0495  HISTORY     - 1963     GOOD             CGS
 LK0495  HISTORY     - 19850724 GOOD             NGS
 LK0495
 LK0495                          STATION DESCRIPTION
 LK0495
 LK0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 LK0495'THE STATION IS THE CENTER OF THE JULESBURG, F.A.A. MICRO-WAVE
 LK0495'MAST.  THE MAST IS A 1 COLUMN, 12-INCH SQUARE MAST AND IS 100
 LK0495'FEET IN HEIGHT.  THE MAST IS LIGHTED ON TOP BY A RED LIGHT AND
 LK0495'IS PAINTED ALTERNATING RED AND WHITE.  THE MAST IS LOCATED
 LK0495'7 MILES SOUTH AND 2 MILES EAST OF JULESBURG.
 LK0495
 LK0495                          STATION RECOVERY (1963)
 LK0495
 LK0495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 LK0495'RECOVERED IN GOOD CONDITION.
 LK0495
 LK0495                          STATION RECOVERY (1985)
 LK0495
 LK0495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LK0495'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0510 ***********************************************************************
 LK0510  DESIGNATION -  JULESBURG MUNICIPAL TANK
 LK0510  PID         -  LK0510
 LK0510  STATE/COUNTY-  CO/SEDGWICK
 LK0510  USGS QUAD   -  JULESBURG (1984)
 LK0510
 LK0510                         *CURRENT SURVEY CONTROL
 LK0510  ___________________________________________________________________
 LK0510* NAD 83(1992)-  40 59 15.67812(N)    102 15 39.44283(W)     ADJUSTED  
 LK0510* NAVD 88     -                                                        
 LK0510  ___________________________________________________________________
 LK0510  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 LK0510  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 LK0510
 LK0510  HORZ ORDER  -  THIRD
 LK0510
 LK0510.The horizontal coordinates were established by classical geodetic methods
 LK0510.and adjusted by the National Geodetic Survey in January 1993..
 LK0510
 LK0510
 LK0510.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0510
 LK0510.The geoid height was determined by GEOID03.
 LK0510
 LK0510;                    North         East     Units Scale Factor Converg.
 LK0510;SPC CO N     -   493,472.809 1,186,920.241   MT  1.00003956   +2 05 34.3
 LK0510;SPC CO N     - 1,619,002.04  3,894,087.49   sFT  1.00003956   +2 05 34.3
 LK0510;SPC NE       -   130,650.926   309,817.533   MT  0.99969922   -1 29 54.0
 LK0510;UTM  13      - 4,541,004.181   730,413.041   MT  1.00025347   +1 47 50.3
 LK0510
 LK0510                          SUPERSEDED SURVEY CONTROL
 LK0510
 LK0510  NAD 83(1986)-  40 59 15.67738(N)    102 15 39.44173(W) AD(       ) 4
 LK0510  NAD 27      -  40 59 15.70400(N)    102 15 37.77500(W) AD(       ) 3
 LK0510
 LK0510.Superseded values are not recommended for survey control.
 LK0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0510.See file dsdata.txt to determine how the superseded data were derived.
 LK0510
 LK0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3041341004(NAD 83)
 LK0510_MARKER: 53 = ELEVATED TANK
 LK0510
 LK0510  HISTORY     - Date     Condition        Report By
 LK0510  HISTORY     - 1963     FIRST OBSERVED   CGS
 LK0510
 LK0510                          STATION DESCRIPTION
 LK0510
 LK0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 LK0510'THE STATION IS THE CENTER OF A BALL LOCATED ATOP THE JULESBURG,
 LK0510'MUNICIPAL WATER TANK.  THE WATER TANK IS A SIX LEGGED STRUCTURE
 LK0510'PAINTED SILVER WITH A CENTER STANDPIPE.  THE TANK IS 125
 LK0510'FEET IN HEIGHT AND IS LOCATED IN THE CENTER OF JULESBURG.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE7672 ***********************************************************************
 AE7672  DESIGNATION -  JULESBURG RESET
 AE7672  PID         -  AE7672
 AE7672  STATE/COUNTY-  CO/SEDGWICK
 AE7672  USGS QUAD   -  JULESBURG (1984)
 AE7672
 AE7672                         *CURRENT SURVEY CONTROL
 AE7672  ___________________________________________________________________
 AE7672* NAD 83(1986)-  40 59 22.     (N)    102 15 49.     (W)     SCALED    
 AE7672* NAVD 88     -      1060.37   (meters)    3478.9    (feet)  RESET     
 AE7672  ___________________________________________________________________
 AE7672  GEOID HEIGHT-         -20.41  (meters)                     GEOID03
 AE7672
 AE7672  VERT ORDER  -  THIRD
 AE7672
 AE7672.The horizontal coordinates were scaled from a topographic map and have
 AE7672.an estimated accuracy of +/- 6 seconds.
 AE7672
 AE7672.The orthometric height was computed from unverified reset data.
 AE7672
 AE7672.The geoid height was determined by GEOID03.
 AE7672
 AE7672;                    North         East    Units  Estimated Accuracy
 AE7672;SPC CO N     -   493,660.    1,186,690.      MT  (+/- 180 meters Scaled)
 AE7672
 AE7672                          SUPERSEDED SURVEY CONTROL
 AE7672
 AE7672.No superseded survey control is available for this station.
 AE7672
 AE7672_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF301411(NAD 83)
 AE7672_MARKER: DV = VERTICAL CONTROL DISK
 AE7672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7672_STAMPING: JULESBURG RESET 1993
 AE7672_MARK LOGO: NGS   
 AE7672_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7672+STABILITY: SURFACE MOTION
 AE7672
 AE7672  HISTORY     - Date     Condition        Report By
 AE7672  HISTORY     - 1993     MONUMENTED       NGS
 AE7672
 AE7672                          STATION DESCRIPTION
 AE7672
 AE7672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RSC)
 AE7672'THE STATION IS LOCATED IN THE TOWN OF JULESBURG IN THE NORTHEAST SIDE
 AE7672'OF THE COURTHOUSE IN THE CENTER OF TOWN.  OWNERSHIP--SEDGEWICK COUNTY.
 AE7672'TO REACH THE STATION FROM CEDAR AND THIRD STREETS, PARK AND GO TO THE
 AE7672'NORTHEAST ENTRANCE OF THE COURTHOUSE AND THE STATION. THE STATION IS A
 AE7672'STANDARD MARK SET IN A .45 M (1.48 FT) ROUND CONCRETE POST FLUSH WITH
 AE7672'THE GROUND.  IT IS 53.0 M (173.9 FT) NORTHWEST OF THE CENTER LINE OF
 AE7672'THIRD STREET, 30.7 M (100.7 FT) SOUTHWEST OF THE CENTER LINE OF CEDAR
 AE7672'STREET, 12.4 M (40.7 FT) NORTHWEST OF A FLAGPOLE, 11.6 M (38.1 FT)
 AE7672'EAST OF THE CENTER OF THE ENTRANCE TO THE EASTERN SIDE OF THE
 AE7672'COURTHOUSE, 5.1 M (16.7 FT) SOUTHEAST OF THE CENTER OF A SEWER LID.
 AE7672'THE NEW BENCH MARK IS 8.2 M (26.9 FT) EAST OF THE OLD BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0493 ***********************************************************************
 LK0493  DESIGNATION -  JULESBURG UP RR MICROWAVE MAST
 LK0493  PID         -  LK0493
 LK0493  STATE/COUNTY-  CO/SEDGWICK
 LK0493  USGS QUAD   -  VENANGO NW (1962)
 LK0493
 LK0493                         *CURRENT SURVEY CONTROL
 LK0493  ___________________________________________________________________
 LK0493* NAD 83(1992)-  40 57 13.12751(N)    102 08 55.50117(W)     ADJUSTED  
 LK0493* NAVD 88     -                                                        
 LK0493  ___________________________________________________________________
 LK0493  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 LK0493  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 LK0493
 LK0493  HORZ ORDER  -  THIRD
 LK0493
 LK0493.The horizontal coordinates were established by classical geodetic methods
 LK0493.and adjusted by the National Geodetic Survey in January 1993..
 LK0493
 LK0493
 LK0493.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0493
 LK0493.The geoid height was determined by GEOID03.
 LK0493
 LK0493;                    North         East     Units Scale Factor Converg.
 LK0493;SPC CO N     -   490,045.719 1,196,499.170   MT  1.00003208   +2 09 55.3
 LK0493;SPC CO N     - 1,607,758.33  3,925,514.36   sFT  1.00003208   +2 09 55.3
 LK0493;SPC NE       -   126,632.064   319,159.935   MT  0.99970472   -1 25 26.3
 LK0493;UTM  13      - 4,537,526.870   739,976.507   MT  1.00030886   +1 52 11.1
 LK0493
 LK0493                          SUPERSEDED SURVEY CONTROL
 LK0493
 LK0493  NAD 83(1986)-  40 57 13.12713(N)    102 08 55.50105(W) AD(       ) 4
 LK0493  NAD 27      -  40 57 13.14800(N)    102 08 53.83800(W) AD(       ) 3
 LK0493
 LK0493.Superseded values are not recommended for survey control.
 LK0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0493.See file dsdata.txt to determine how the superseded data were derived.
 LK0493
 LK0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF3997737527(NAD 83)
 LK0493_MARKER: 44 = MICROWAVE MAST
 LK0493
 LK0493  HISTORY     - Date     Condition        Report By
 LK0493  HISTORY     - 1963     FIRST OBSERVED   CGS
 LK0493
 LK0493                          STATION DESCRIPTION
 LK0493
 LK0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 LK0493'THE STATION IS THE CENTER OF THE JULESBURG, UNION PACIFIC
 LK0493'RAILROAD CO. MICRO-WAVE MAST.  THE MAST IS A 1 COLUMN, 12-INCH
 LK0493'SQUARE MAST AND IS 55 FEET IN HEIGHT.  THE MAST IS LOCATED 6
 LK0493'MILES EAST AND 2 MILES SOUTH OF JULESBURG.  THE MAST IS UNLIGHTED
 LK0493'AND THERE IS A SCREEN IN THE MIDDLE AND A SCREEN ON TOP OF THE
 LK0493'MAST.
 LK0493'
 LK0493'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION JUG.
 LK0493'THE DISTANCE IS 117.40 FT. (35.784 M.).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4840 ***********************************************************************
 AB4840  DESIGNATION -  JULIANNE
 AB4840  PID         -  AB4840
 AB4840  STATE/COUNTY-  CO/LOGAN
 AB4840  USGS QUAD   -  NORTH STERLING RESERVOIR (1978)
 AB4840
 AB4840                         *CURRENT SURVEY CONTROL
 AB4840  ___________________________________________________________________
 AB4840* NAD 83(1992)-  40 45 52.63785(N)    103 19 29.60957(W)     ADJUSTED  
 AB4840* NAVD 88     -      1258.5    (meters)    4129.     (feet)  GPS OBS   
 AB4840  ___________________________________________________________________
 AB4840  X           -  -1,115,172.947 (meters)                     COMP
 AB4840  Y           -  -4,708,375.979 (meters)                     COMP
 AB4840  Z           -   4,143,469.604 (meters)                     COMP
 AB4840  LAPLACE CORR-          -3.65  (seconds)                    DEFLEC99
 AB4840  ELLIP HEIGHT-        1239.05  (meters)          (12/03/02) GPS OBS
 AB4840  GEOID HEIGHT-         -19.41  (meters)                     GEOID03
 AB4840
 AB4840  HORZ ORDER  -  FIRST
 AB4840  ELLP ORDER  -  FOURTH    CLASS II
 AB4840
 AB4840.The horizontal coordinates were established by GPS observations
 AB4840.and adjusted by the National Geodetic Survey in July 1996..
 AB4840
 AB4840.The orthometric height was determined by GPS observations and a
 AB4840.high-resolution geoid model.
 AB4840
 AB4840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4840
 AB4840.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4840
 AB4840.The ellipsoidal height was determined by GPS observations
 AB4840.and is referenced to NAD 83.
 AB4840
 AB4840.The geoid height was determined by GEOID03.
 AB4840
 AB4840;                    North         East     Units Scale Factor Converg.
 AB4840;SPC CO N     -   465,975.059 1,098,035.495   MT  0.99999702   +1 24 19.5
 AB4840;SPC CO N     - 1,528,786.51  3,602,471.45   sFT  0.99999702   +1 24 19.5
 AB4840;UTM  13      - 4,513,978.054   641,382.174   MT  0.99984603   +1 05 38.2
 AB4840
 AB4840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4840!SPC CO N     -   0.99980568  x   0.99999702  =   0.99980270
 AB4840!UTM  13      -   0.99980568  x   0.99984603  =   0.99965173
 AB4840
 AB4840                          SUPERSEDED SURVEY CONTROL
 AB4840
 AB4840  ELLIP H (10/08/96) 1239.09   (m)                       GP(       ) 1 1
 AB4840  ELLIP H (07/08/96) 1239.34   (m)                       GP(       ) 1 1
 AB4840
 AB4840.Superseded values are not recommended for survey control.
 AB4840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4840.See file dsdata.txt to determine how the superseded data were derived.
 AB4840
 AB4840_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF4138213978(NAD 83)
 AB4840_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4840_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AB4840_STAMPING: JULIANNE 1995
 AB4840_MARK LOGO: NGS   
 AB4840_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AB4840_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB4840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4840+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4840
 AB4840  HISTORY     - Date     Condition        Report By
 AB4840  HISTORY     - 1995     MONUMENTED       MSAM
 AB4840
 AB4840                          STATION DESCRIPTION
 AB4840
 AB4840'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 AB4840'STATION IS LOCATED ABOUT 9 MILES (14.5 KM) WEST OF PADRONI, IN THE SE
 AB4840'1/4 OF SEC.  7 T.  9 N., R.  53 W.  TO REACH FROM THE POST OFFICE IN
 AB4840'PADRONI, GO SOUTH ON COUNTY ROAD 43 FOR 1.1 MILES (1.8 KM) TO COUNTY
 AB4840'ROAD 46, GO WEST ON COUNTY ROAD 46 FOR 5 MILES (8.0 KM) TO COUNTY ROAD
 AB4840'33, GO SOUTH ON COUNTY ROAD 33 FOR 1 MILE (1.6 KM) TO COUNTY ROAD 44,
 AB4840'GO WEST ON COUNTY ROAD 44 FOR 3 MILES (4.8 KM) TO COUNTY ROAD 27, GO
 AB4840'NORTH ON COUNTY ROAD 27 FOR 1.3 MILES (2.1 KM) TO THE STATION ON THE
 AB4840'LEFT (WEST) .  THE STATION IS A STANDARD DISK SET IN A MASS OF
 AB4840'CONCRETE, IT IS 17 FT (5.2 M) WEST OF THE PROJECTED CENTER OF COUNTY
 AB4840'ROAD 27, 17 NORTH OF A PRIVATE DRIVE LEADING WEST, 42 FT (12.8 M)
 AB4840'WESTERLY OF A UTILITY POLE WITH ELECTRIC METER, 4 FT (1.2 M) SOUTH OF
 AB4840'AN EAST-WEST FENCE AND A FIBERGLASS WITNESS POST (NOAA) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0578 ***********************************************************************
 LK0578  DESIGNATION -  JUMBO
 LK0578  PID         -  LK0578
 LK0578  STATE/COUNTY-  CO/SEDGWICK
 LK0578  USGS QUAD   -  SEDGWICK (1953)
 LK0578
 LK0578                         *CURRENT SURVEY CONTROL
 LK0578  ___________________________________________________________________
 LK0578* NAD 83(1992)-  40 58 28.33280(N)    102 36 58.80952(W)     ADJUSTED  
 LK0578* NAVD 88     -      1201.     (meters)    3940.     (feet)  SCALED    
 LK0578  ___________________________________________________________________
 LK0578  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 LK0578  GEOID HEIGHT-         -19.95  (meters)                     GEOID03
 LK0578
 LK0578  HORZ ORDER  -  SECOND
 LK0578
 LK0578.The horizontal coordinates were established by classical geodetic methods
 LK0578.and adjusted by the National Geodetic Survey in January 1993..
 LK0578
 LK0578.The orthometric height was scaled from a topographic map.
 LK0578
 LK0578.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0578
 LK0578.The geoid height was determined by GEOID03.
 LK0578
 LK0578;                    North         East     Units Scale Factor Converg.
 LK0578;SPC CO N     -   490,980.734 1,157,078.893   MT  1.00003662   +1 51 47.6
 LK0578;SPC CO N     - 1,610,825.96  3,796,183.00   sFT  1.00003662   +1 51 47.6
 LK0578;SPC NE       -   130,034.661   279,888.769   MT  0.99970130   -1 44 01.8
 LK0578;UTM  13      - 4,538,666.837   700,555.140   MT  1.00009507   +1 33 48.8
 LK0578
 LK0578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0578!SPC CO N     -   0.99981470  x   1.00003662  =   0.99985131
 LK0578!SPC NE       -   0.99981470  x   0.99970130  =   0.99951605
 LK0578!UTM  13      -   0.99981470  x   1.00009507  =   0.99990975
 LK0578
 LK0578:                Primary Azimuth Mark                     Grid Az
 LK0578:SPC CO N     -  SEDGEWICK MUNICIPAL TANK                 116 27 48.6
 LK0578:SPC NE       -  SEDGEWICK MUNICIPAL TANK                 120 03 38.0
 LK0578:UTM  13      -  SEDGEWICK MUNICIPAL TANK                 116 45 47.4
 LK0578
 LK0578|---------------------------------------------------------------------|
 LK0578| PID    Reference Object                     Distance      Geod. Az  |
 LK0578|                                                           dddmmss.s |
 LK0578| LK0577 SEDGEWICK MUNICIPAL TANK            APPROX. 8.7 KM 1181936.2 |
 LK0578| CP8358 JUMBO RM 1                           18.250 METERS 23316     |
 LK0578| CP8357 JUMBO AZ MK                                        3302858.0 |
 LK0578| CP8359 JUMBO RM 2                           31.362 METERS 34045     |
 LK0578|---------------------------------------------------------------------|
 LK0578
 LK0578                          SUPERSEDED SURVEY CONTROL
 LK0578
 LK0578  NAD 83(1986)-  40 58 28.33139(N)    102 36 58.80969(W) AD(       ) 2
 LK0578  NAD 27      -  40 58 28.36620(N)    102 36 57.12380(W) AD(       ) 2
 LK0578
 LK0578.Superseded values are not recommended for survey control.
 LK0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0578.See file dsdata.txt to determine how the superseded data were derived.
 LK0578
 LK0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF0055538667(NAD 83)
 LK0578_MARKER: DD = SURVEY DISK
 LK0578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0578_STAMPING: JUMBO USGS 1963
 LK0578_MARK LOGO: USGS  
 LK0578_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LK0578_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LK0578
 LK0578  HISTORY     - Date     Condition        Report By
 LK0578  HISTORY     - 1963     MONUMENTED       USGS
 LK0578  HISTORY     - 1963     GOOD             NGS
 LK0578  HISTORY     - 1975     GOOD             NGS
 LK0578  HISTORY     - 19800104 GOOD             NGS
 LK0578
 LK0578                          STATION DESCRIPTION
 LK0578
 LK0578'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (DJF)
 LK0578'THE STATION IS LOCATED IN PASTURE LAND, ON THE PROPERTY OF
 LK0578'MR. R. MENTER, WHICH IS ABOUT 6 MILES NORTHWEST OF SEDGWICK,
 LK0578'2 MILES SOUTH OF THE COLORADO-NEBRASKA STATE LINE AND 0.1 MILE
 LK0578'WEST OF A NORTH-SOUTH FENCE LINE.
 LK0578'
 LK0578'TO REACH THE STATION FROM THE CROSSROAD WHICH IS JUST NORTH OF
 LK0578'THE DEPOT IN SEDGWICK, GO SOUTHWEST ON U.S. HIGHWAY 138 FOR
 LK0578'5.0 MILES TO A CROSSROAD.  TURN RIGHT, NORTH ON GRAVELED ROAD
 LK0578'FOR 2.0 MILES TO A T-INTERSECTION.  TURN LEFT, WEST ON GRAVELED
 LK0578'ROAD FOR 0.55 MILE TO A CATTLE GUARD AND THE ENTRANCE TO THE
 LK0578'COTTONWOOD RANCH ON THE RIGHT.  TURN RIGHT, NORTH CROSSING
 LK0578'THE CATTLE GUARD AND FOLLOW THE GRAVELED ROAD FOR 0.55 MILE
 LK0578'TO A CATTLE GUARD AND THE ENTRANCE TO THE COTTONWOOD RANCH.
 LK0578'CROSS THE CATTLE GUARD AND FOLLOW THE ROAD NORTH, PASSING TO
 LK0578'THE WEST OF A METAL BUILDING AND TO THE EAST OF SEVERAL PIT
 LK0578'SILOS FOR 0.15 MILE TO A CATTLE GUARD.  CROSS THE CATTLE
 LK0578'GUARD AND TAKE THE RIGHT FORK, EAST AND NORTHEAST ON A
 LK0578'TRACK ROAD FOR 0.5 MILE TO A WIRE GATE.  PASS THROUGH THE
 LK0578'GATE AND KEEP TO THE LEFT, NORTH FOR 0.15 MILE TO A FORK.
 LK0578'KEEP THE LEFT FORK, NORTHWEST FOR 0.4 MILE TO A WIRE GATE.
 LK0578'PASS THROUGH THE GATE AND CONTINUE NORTHERLY FOR 0.75 MILE
 LK0578'TO A FORK.  (TO REACH THE AZIMUTH MARK FROM THIS POINT, TAKE
 LK0578'THE LEFT FORK, NORTHERLY FOR 0.6 MILE TO A FORK.  TAKE THE
 LK0578'LEFT FORK, NORTHERLY FOR 0.25 MILE TO A WIRE GATE.  PASS
 LK0578'THROUGH THE GATE AND CONTINUE NORTHERLY ON TRACK ROAD FOR
 LK0578'0.35 MILE TO THE AZIMUTH MARK ON THE RIGHT SIDE OF THE ROAD
 LK0578'ON A SMALL HILL AS DESCRIBED.) TAKE THE RIGHT FORK,
 LK0578'NORTHEAST FOR 0.1 MILE TO A WINDMILL.  PASS THE WINDMILL
 LK0578'AND FOLLOW A DIM TRACK ROAD NORTHEAST AND EAST FOR 0.5
 LK0578'MILE TO THE STATION AS DESCRIBED.
 LK0578'
 LK0578'THE STATION MARK, R.M. 1 AND R.M. 2 ARE STANDARD U.S. GEOLOGICAL
 LK0578'SURVEY DISKS SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 LK0578'MONUMENTS.
 LK0578'
 LK0578'THE STATION MARK PROJECTS 2 INCHES AND IS STAMPED JUMBO 1949.
 LK0578'
 LK0578'R.M. 1 PROJECTS 6 INCHES AND IS STAMPED R.M. 1.
 LK0578'
 LK0578'R.M. 2 PROJECTS 5 INCHES AND IS STAMPED R.M. 2.
 LK0578'
 LK0578'THE AZIMUTH MARK IS A STANDARD DISK SET IN A DRILL HOLE WITH
 LK0578'CONCRETE IN OUTCROPPING BEDROCK.  IT IS STAMPED JUMBO USGS
 LK0578'1963.  IT IS 287 FEET EAST, SOUTHEAST OF A WINDMILL AND WATER
 LK0578'TANK AND 19 FEET NORTH OF THE SOUTH EDGE OF THE HILL.
 LK0578
 LK0578                          STATION RECOVERY (1963)
 LK0578
 LK0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 LK0578'STATION MARK--STANDARD USGS TABLET, STAMPED ---JUMBO 1949---, SET
 LK0578'IN TOP OF CONCRETE POST.
 LK0578
 LK0578                          STATION RECOVERY (1975)
 LK0578
 LK0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LK0578'ALL MARKS RECOVERED AND ARE IN GOOD CONDITION.  DISTANCE TO MARKS
 LK0578'CHECKED FAIRLY CLOSE, HORIZONTAL ANGLE BETWEEN MARKS CHECKED OK,
 LK0578'ANGLE FROM THE SEDGWICK TANK TO REFERENCE MARKS SATISFACTORY, BUT
 LK0578'THE ANGLE FROM THE AZIMUTH MARK TO THE TANK AND ALSO TO THE
 LK0578'REFERENCE MARKS WAS NOTED TO BE IN ERROR BY (25) MINUTES.
 LK0578'
 LK0578'STATION IS REACHED FROM THE POST OFFICE IN SEDGWICK.  GO SOUTH ON
 LK0578'THE MAIN STREET FOR 0.05 MILE TO STATE HIGHWAY 138.  TURN RIGHT AND
 LK0578'GO SOUTHWEST ON HIGHWAY 138 FOR 5.05 MILE TO A CROSSROAD.  TURN
 LK0578'RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 2.0 MILES TO A GRAVELED
 LK0578'T-ROAD INTERSECTION.  TURN LEFT AND GO WESTERLY ON GRAVELED ROAD
 LK0578'FOR 0.55 MILE TO A ROAD RIGHT WHICH LEADS TO THE COTTONWOOD RANCH
 LK0578'HEADQUARTERS.  TURN RIGHT AND GO NORTH ON THE ROAD FOR 0.6
 LK0578'MILE TO THE RANCH HEADQUARTERS.  CONTINUE NORTH, PASSING
 LK0578'BETWEEN A HOUSE AND LARGE METAL BUILDINGS FOR ABOUT 0.05
 LK0578'MILE TO A GATE.  PASS THROUGH THE GATE, THENCE RIGHT FOR ABOUT
 LK0578'150 FEET, THENCE LEFT AND GO NORTH ON A RANCH ROAD FOR 0.55 MILE
 LK0578'TO A GATE, PASS THROUGH GATE AND CONTINUE FOR 0.05 MILE TO
 LK0578'ANOTHER GATE.  PASS THROUGH THE GATE AND CONTINUE STRAIGHT
 LK0578'AHEAD ON ROAD FOR 1.45 MILES TO A WINDMILL AND ROAD RIGHT.
 LK0578'TURN RIGHT AND GO EAST ON ROAD FOR 0.7 MILE TO A CROSSROAD.
 LK0578'(AZIMUTH MARK IS REACHED FROM THIS POINT BY GOING NORTH ON RANCH
 LK0578'ROAD FOR 0.7 MILE TO A GATE.  PASS THROUGH GATE AND CONTINUE
 LK0578'STRAIGHT AHEAD ON ROAD FOR 0.35 MILE TO A LOW HILL AND AZIMUTH
 LK0578'MARK ON THE RIGHT.  THE MARK IS ABOUT 0.05 MILE SOUTHEAST OF A
 LK0578'WINDMILL AND WATER TANK.).  CONTINUE EAST AND NORTHEAST UP
 LK0578'SLIGHT DRAW, BETWEEN TWO HILLS FOR 0.6 MILES TO TOP OF FLATTOP
 LK0578'HILL AND STATION.
 LK0578'
 LK0578'STATION MARK IS A U.S. GEOLOGICAL SURVEY STATION MARK DISK, STAMPED
 LK0578'JUMBO 1949 AND MARK PROJECTS 3 INCHES.
 LK0578'
 LK0578'REFERENCE MARK IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK,
 LK0578'STAMPED RM 1 AND MARK PROJECTS 6 INCHES.
 LK0578'
 LK0578'REFERENCE MARK IS A U.S. GEOLOGICAL SURVEY REFERENCE MARK DISK,
 LK0578'STAMPED RM 2 AND MARK PROJECTS 5 INCHES.
 LK0578'
 LK0578'AZIMUTH MARK IS AN AZIMUTH MARK DISK, STAMPED JUMBO 1963, CEMENTED IN
 LK0578'A DRILL HOLE, IN THE TOP OF OUTCROPPING BEDROCK.
 LK0578'
 LK0578'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 6 MILES NW
 LK0578'OF SEDGWICK.
 LK0578
 LK0578                          STATION RECOVERY (1980)
 LK0578
 LK0578'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 LK0578'STATION RECOVERED AS DESCRIBED IN THE 1975 RECOVERY NOTE AND ALL MARKS
 LK0578'ARE IN GOOD CONDITION.  STATION OCCUPIED AT THIS TIME FOR FURTHER
 LK0578'CHECK ON AZIMUTH TO THE AZIMUTH MARK.  A POLARI AZIMUTH OBSERVATION
 LK0578'WAS MADE TO THE AZIMUTH MARK AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0628 ***********************************************************************
 LM0628  DESIGNATION -  JUNCTION
 LM0628  PID         -  LM0628
 LM0628  STATE/COUNTY-  CO/ROUTT
 LM0628  USGS QUAD   -  ROCKY PEAK (1962)
 LM0628
 LM0628                         *CURRENT SURVEY CONTROL
 LM0628  ___________________________________________________________________
 LM0628* NAD 83(1992)-  40 30 02.10424(N)    106 51 19.04388(W)     ADJUSTED  
 LM0628* NAVD 88     -      2033.6    (meters)    6672.     (feet)  VERTCON   
 LM0628  ___________________________________________________________________
 LM0628  LAPLACE CORR-           9.40  (seconds)                    DEFLEC99
 LM0628  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 LM0628
 LM0628  HORZ ORDER  -  THIRD
 LM0628
 LM0628.The horizontal coordinates were established by classical geodetic methods
 LM0628.and adjusted by the National Geodetic Survey in January 1993..
 LM0628
 LM0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0628
 LM0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0628
 LM0628.The geoid height was determined by GEOID03.
 LM0628
 LM0628;                    North         East     Units Scale Factor Converg.
 LM0628;SPC CO N     -   435,280.762   799,526.267   MT  0.99996633   -0 52 32.5
 LM0628;SPC CO N     - 1,428,083.63  2,623,112.43   sFT  0.99996633   -0 52 32.5
 LM0628;UTM  13      - 4,484,972.975   342,791.136   MT  0.99990422   -1 12 18.6
 LM0628
 LM0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0628!SPC CO N     -   0.99968306  x   0.99996633  =   0.99964940
 LM0628!UTM  13      -   0.99968306  x   0.99990422  =   0.99958731
 LM0628
 LM0628|---------------------------------------------------------------------|
 LM0628| PID    Reference Object                     Distance      Geod. Az  |
 LM0628|                                                           dddmmss.s |
 LM0628| LM0627 HIGHWAY 40 STA 55+23.5 ROW 80 3       4.608 METERS 13219     |
 LM0628| AB7980 JUNCTION AZ MK                                     3492011.8 |
 LM0628| LM0298 S 132                                 4.262 METERS 35704     |
 LM0628|---------------------------------------------------------------------|
 LM0628
 LM0628                          SUPERSEDED SURVEY CONTROL
 LM0628
 LM0628  NAD 83(1986)-  40 30 02.10306(N)    106 51 19.03787(W) AD(       ) 3
 LM0628  NAD 27      -  40 30 02.18300(N)    106 51 16.86000(W) AD(       ) 3
 LM0628  NGVD 29 (07/19/86) 2032.4    (m)         6668.     (f) VERT ANG       
 LM0628
 LM0628.Superseded values are not recommended for survey control.
 LM0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0628.See file dsdata.txt to determine how the superseded data were derived.
 LM0628
 LM0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE4279184973(NAD 83)
 LM0628_MARKER: DS = TRIANGULATION STATION DISK
 LM0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0628
 LM0628  HISTORY     - Date     Condition        Report By
 LM0628  HISTORY     - 1949     MONUMENTED       CGS
 LM0628
 LM0628                          STATION DESCRIPTION
 LM0628
 LM0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LM0628'THE STATION IS LOCATED 1.45 MILES BY ROAD NORTHWEST OF STEAMBOAT
 LM0628'SPRINGS, ALONG U.S. HIGHWAY 40, 0.1 MILE SOUTHEAST OF THE
 LM0628'INTERSECTION OF STATE ROUTE 129, 20 PACES SOUTHWEST OF THE
 LM0628'CENTER-LINE OF U.S. HIGHWAY 40, 6 FEET SOUTHWEST OF FENCE LINE
 LM0628'AND WHITE WITNESS POST, PROJECTS 3 INCHES AND IS STAMPED,
 LM0628'JUNCTION 1949.
 LM0628'
 LM0628'REFERENCE MARK IS A STATE HIGHWAY DEPARTMENT RIGHT-OF-WAY MARKER,
 LM0628'APPROXIMATELY THE SAME ELEVATION AS THE STATION, 1 FOOT SOUTHWEST
 LM0628'OF FENCE LINE, A BRONZE DISK SET IN TOP OF A ROUND CONCRETE POST,
 LM0628'PROJECTS ABOUT 1 FOOT AND IS STAMPED, 80-3 55+23.5.
 LM0628'
 LM0628'REFERENCE MARK IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK,
 LM0628'APPROXIMATELY 1 FOOT HIGHER THAN THE STATION, 1 FOOT SOUTHWEST
 LM0628'OF FENCE LINE, A BRONZE DISK SET IN TOP OF A 6 X 6 CONCRETE
 LM0628'POST, PROJECTS 1 FOOT AND IS STAMPED, S 132 1934.
 LM0628'
 LM0628'THE AZIMUTH MARK IS LOCATED ALONG STATE HIGHWAY 129, 0.55
 LM0628'MILE NORTHWEST OF THE JUNCTION, 10 PACES WEST OF THE CENTER-LINE
 LM0628'OF HIGHWAY, 15 FEET SOUTH OF A GATE, 1 FOOT EAST OF FENCE LINE,
 LM0628'18 INCHES WEST OF A WHITE WITNESS POST, PROJECTS 6 INCHES AND
 LM0628'IS STAMPED, JUNCTION 1949.
 LM0628'
 LM0628'TO REACH FROM THE INTERSECTION OF 10TH STREET AND U.S. HIGHWAY
 LM0628'40 IN STEAMBOAT SPRINGS, GO WESTERLY ALONG U.S. HIGHWAY 40 FOR
 LM0628'1.45 MILES TO THE STATION AS DESCRIBED ABOVE.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0399 ***********************************************************************
 KJ0399  DESIGNATION -  JUNCTION ET
 KJ0399  PID         -  KJ0399
 KJ0399  STATE/COUNTY-  CO/YUMA
 KJ0399  USGS QUAD   -  IDALIA (1968)
 KJ0399
 KJ0399                         *CURRENT SURVEY CONTROL
 KJ0399  ___________________________________________________________________
 KJ0399* NAD 83(1992)-  39 44 34.70568(N)    102 15 20.09735(W)     ADJUSTED  
 KJ0399* NAVD 88     -      1202.0    (meters)    3944.     (feet)  VERTCON   
 KJ0399  ___________________________________________________________________
 KJ0399  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 KJ0399  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 KJ0399
 KJ0399  HORZ ORDER  -  SECOND
 KJ0399
 KJ0399.The horizontal coordinates were established by classical geodetic methods
 KJ0399.and adjusted by the National Geodetic Survey in January 1993..
 KJ0399
 KJ0399.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0399
 KJ0399.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0399
 KJ0399.The geoid height was determined by GEOID03.
 KJ0399
 KJ0399;                    North         East     Units Scale Factor Converg.
 KJ0399;SPC CO N     -   355,369.632 1,192,427.914   MT  0.99999586   +2 05 46.8
 KJ0399;SPC CO N     - 1,165,908.53  3,912,157.25   sFT  0.99999586   +2 05 46.8
 KJ0399;UTM  13      - 4,402,832.675   735,155.197   MT  1.00028085   +1 45 19.6
 KJ0399
 KJ0399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0399!SPC CO N     -   0.99981499  x   0.99999586  =   0.99981085
 KJ0399!UTM  13      -   0.99981499  x   1.00028085  =   1.00009579
 KJ0399
 KJ0399|---------------------------------------------------------------------|
 KJ0399| PID    Reference Object                     Distance      Geod. Az  |
 KJ0399|                                                           dddmmss.s |
 KJ0399| CP8365 JUNCTION ET RM 1                                   00642     |
 KJ0399| KJ0398 IDALIA ET                           APPROX. 2.9 KM 1770849.0 |
 KJ0399| CP8366 JUNCTION ET RM 2                                   18715     |
 KJ0399|---------------------------------------------------------------------|
 KJ0399
 KJ0399                          SUPERSEDED SURVEY CONTROL
 KJ0399
 KJ0399  NAD 83(1986)-  39 44 34.70400(N)    102 15 20.09591(W) AD(       ) 2
 KJ0399  NAD 27      -  39 44 34.73051(N)    102 15 18.40093(W) AD(       ) 2
 KJ0399  NGVD 29 (07/19/86) 1201.5    (m)         3942.     (f) VERT ANG       
 KJ0399
 KJ0399.Superseded values are not recommended for survey control.
 KJ0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0399.See file dsdata.txt to determine how the superseded data were derived.
 KJ0399
 KJ0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGE3515502833(NAD 83)
 KJ0399_MARKER: DD = SURVEY DISK
 KJ0399_SETTING: 0 = UNSPECIFIED SETTING
 KJ0399
 KJ0399  HISTORY     - Date     Condition        Report By
 KJ0399  HISTORY     - 1968     MONUMENTED       USGS
 KJ0399
 KJ0399                          STATION DESCRIPTION
 KJ0399
 KJ0399'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 KJ0399'THE STATION IS LOCATED NORTH 35 DEG EAST ABOUT 3.4 MILES AIRLINE
 KJ0399'FROM IDALIA, COLORADO AT THE JUNCTION OF U.S. HIGHWAYS 36 AND 385
 KJ0399'ABOUT 1,100 FEET SOUTH OF THE NORTHWEST CORNER OF SECTION 1,
 KJ0399'T.4S., R.44W.
 KJ0399'
 KJ0399'TO REACH FROM THE X-RDS. AT IDALIA, GO 2.0 MILES EAST ON
 KJ0399'U.S. HIGHWAY 36, THENCE 2.8 MILES NORTH TO THE JUNCTION OF
 KJ0399'U.S. HIGHWAY 36 AND 385 AND THE STATION SITE.  THE STATION IS IN
 KJ0399'THE SOUTH POINT OF THE TRIANGLE FORMED BY THE HIGHWAY JUNCTION 54
 KJ0399'FEET NORTH OF A HIGHWAY NUMBER SIGN AND 28 FEET EAST OF HIGHWAY
 KJ0399'385.  NO WITNESS SIGN WAS SET BECAUSE OF OBSTRUCTION TO MOWING
 KJ0399'MACHINERY.
 KJ0399'
 KJ0399'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD ROD
 KJ0399'DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN A PLASTIC PIPE, 6 INCHES
 KJ0399'IN DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE TABLET IS
 KJ0399'FLUSH WITH THE GROUND AND IS STAMPED JUNCTION ET 1968.
 KJ0399'
 KJ0399'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 KJ0399'TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN A
 KJ0399'PLASTIC PIPE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH
 KJ0399'GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED
 KJ0399'JUNCTION ET 1968-1.
 KJ0399'
 KJ0399'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 KJ0399'TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN A
 KJ0399'PLASTIC PIPE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH
 KJ0399'GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED
 KJ0399'JUNCTION ET 1968-2.
 KJ0399'
 KJ0399'STATION IDALIA ET 1968 IS VISIBLE FROM THE GROUND AND WILL SERVE AS
 KJ0399'THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0338 ***********************************************************************
 HJ0338  DESIGNATION -  JUNE
 HJ0338  PID         -  HJ0338
 HJ0338  STATE/COUNTY-  CO/PROWERS
 HJ0338  USGS QUAD   -  CAT CREEK NE (1968)
 HJ0338
 HJ0338                         *CURRENT SURVEY CONTROL
 HJ0338  ___________________________________________________________________
 HJ0338* NAD 83(1992)-  37 55 32.20657(N)    102 36 46.16721(W)     ADJUSTED  
 HJ0338* NAVD 88     -      1195.     (meters)    3921.     (feet)  SCALED    
 HJ0338  ___________________________________________________________________
 HJ0338  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 HJ0338  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 HJ0338
 HJ0338  HORZ ORDER  -  THIRD
 HJ0338
 HJ0338.The horizontal coordinates were established by classical geodetic methods
 HJ0338.and adjusted by the National Geodetic Survey in January 1993..
 HJ0338
 HJ0338.The orthometric height was scaled from a topographic map.
 HJ0338
 HJ0338.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0338
 HJ0338.The geoid height was determined by GEOID03.
 HJ0338
 HJ0338;                    North         East     Units Scale Factor Converg.
 HJ0338;SPC CO S     -   448,446.231 1,168,191.569   MT  0.99994667   +1 46 15.3
 HJ0338;SPC CO S     - 1,471,277.34  3,832,641.84   sFT  0.99994667   +1 46 15.3
 HJ0338;UTM  13      - 4,200,249.047   709,814.169   MT  1.00014223   +1 28 04.0
 HJ0338
 HJ0338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0338!SPC CO S     -   0.99981622  x   0.99994667  =   0.99976290
 HJ0338!UTM  13      -   0.99981622  x   1.00014223  =   0.99995843
 HJ0338
 HJ0338:                Primary Azimuth Mark                     Grid Az
 HJ0338:SPC CO S     -  JUNE AZ MK                               000 21 44.4
 HJ0338:UTM  13      -  JUNE AZ MK                               000 39 55.7
 HJ0338
 HJ0338|---------------------------------------------------------------------|
 HJ0338| PID    Reference Object                     Distance      Geod. Az  |
 HJ0338|                                                           dddmmss.s |
 HJ0338| HJ0273 JUNE AZ MK                                         0020759.7 |
 HJ0338| CM8871 JUNE RM 2                            44.031 METERS 09451     |
 HJ0338| CM8870 JUNE RM 1                            10.377 METERS 35748     |
 HJ0338|---------------------------------------------------------------------|
 HJ0338
 HJ0338                          SUPERSEDED SURVEY CONTROL
 HJ0338
 HJ0338  NAD 83(1986)-  37 55 32.20312(N)    102 36 46.15894(W) AD(       ) 3
 HJ0338  NAD 27      -  37 55 32.16407(N)    102 36 44.46506(W) AD(       ) 3
 HJ0338
 HJ0338.Superseded values are not recommended for survey control.
 HJ0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0338.See file dsdata.txt to determine how the superseded data were derived.
 HJ0338
 HJ0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC0981400249(NAD 83)
 HJ0338_MARKER: DS = TRIANGULATION STATION DISK
 HJ0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0338
 HJ0338  HISTORY     - Date     Condition        Report By
 HJ0338  HISTORY     - 1954     MONUMENTED       CGS
 HJ0338  HISTORY     - 1966     SEE DESCRIPTION  CGS
 HJ0338
 HJ0338                          STATION DESCRIPTION
 HJ0338
 HJ0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 HJ0338'THE STATION IS LOCATED ON THE WEST SIDE OF U.S. HIGHWAY 287,
 HJ0338'ABOUT 11 MILES AIRLINE SOUTH OF LAMAR AND ABOUT 35 MILES AIRLINE
 HJ0338'NORTH OF SPRINGFIELD.
 HJ0338'
 HJ0338'TO REACH THE STATION FROM THE PROWERS COUNTY COURTHOUSE IN
 HJ0338'LAMAR, GO SOUTH ON U.S. HIGHWAY 287 FOR 10.3 MILES TO SOME
 HJ0338'ABANDONED FARM BUILDINGS ON THE RIGHT AND THE AZIMUTH MARK
 HJ0338'ON THE LEFT.  KEEP STRAIGHT AHEAD ON THE HIGHWAY AND GO 0.6 MILE
 HJ0338'TO THE TOP OF A LOW HILL AND THE STATION ON THE RIGHT.
 HJ0338'
 HJ0338'THE STATION MARK IS A STANDARD DISK STAMPED JUNE 1954 SET IN
 HJ0338'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 3
 HJ0338'INCHES ABOVE THE GROUND.  IT IS 4 FEET EAST OF A FENCE LINE,
 HJ0338'6 FEET WEST OF A WITNESS POST, AND 72 FEET WEST OF THE CENTERLINE
 HJ0338'OF THE HIGHWAY.
 HJ0338'
 HJ0338'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED JUNE NO 1
 HJ0338'1954 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 HJ0338'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS 2 FEET EAST OF
 HJ0338'A FENCE LINE, 74 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 HJ0338'AND THE SAME ELEVATION AS THE STATION.
 HJ0338'
 HJ0338'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED JUNE NO 2
 HJ0338'1954 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 HJ0338'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 1 FOOT WEST OF A
 HJ0338'FENCE LINE, 74 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND
 HJ0338'THE SAME ELEVATION AS THE STATION.
 HJ0338'
 HJ0338'THE AZIMUTH MARK IS A STANDARD DISK STAMPED JUNE 1954 SET IN
 HJ0338'THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES
 HJ0338'ABOVE THE GROUND.  IT IS 1 FOOT WEST OF A FENCE LINE AND 73
 HJ0338'FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 HJ0338
 HJ0338                          STATION RECOVERY (1966)
 HJ0338
 HJ0338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 HJ0338'THE STATION SURFACE MARK WAS FOUND DESTROYED.  THE UNDERGROUND
 HJ0338'MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  A NEW SURFACE
 HJ0338'MARK WAS SET DIRECTLY OVER THE UNDERGROUND MARK.
 HJ0338'
 HJ0338'REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, AND THE AZIMUTH
 HJ0338'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 HJ0338'
 HJ0338'FOLLOWING IS A NEW DESCRIPTION.
 HJ0338'
 HJ0338'TO REACH THE STATION FROM THE COURTHOUSE IN LAMAR, GO SOUTH
 HJ0338'ON U.S. HIGHWAY 287 FOR 10.8 MILES TO THE AZIMUTH MARK ON THE
 HJ0338'LEFT.  CONTINUE SOUTH ON U.S. HIGHWAY 287 FOR 0.6 MILE TO A
 HJ0338'FIELD ENTRANCE AND THE STATION ON THE LEFT (MICROWAVE TOWER AT
 HJ0338'EAST SIDE OF HIGHWAY).
 HJ0338'
 HJ0338'STATION SURFACE MARK, STAMPED JUNE 1954 1966, IS SET IN THE
 HJ0338'TOP OF A ROUND CONCRETE POST WHICH IS FLUSH WITH THE SURFACE
 HJ0338'OF THE GROUND.  IT IS 70 FEET WEST OF THE CENTERLINE OF U.S.
 HJ0338'HIGHWAY 287, 18 FEET SOUTH OF THE CENTER OF THE FIELD ENTRANCE,
 HJ0338'4 FEET EAST OF A BRACE POST WITH TRIANGULAR BLAZE, AND 2 FEET
 HJ0338'NORTH OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS STAMPED
 HJ0338'JUNE 1954, SET IN AN IRREGULAR MASS OF CONCRETE 3 FEET BELOW
 HJ0338'THE SURFACE OF THE GROUND.
 HJ0338'
 HJ0338'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED JUNE NO. 1 1954,
 HJ0338'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 5
 HJ0338'INCHES.  IT IS 71 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY
 HJ0338'287, 16 FEET NORTH OF THE CENTER OF THE FIELD ENTRANCE, AND 3
 HJ0338'FEET EAST OF A NORTH-SOUTH FENCE.
 HJ0338'
 HJ0338'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED JUNE NO. 2 1954,
 HJ0338'IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 6
 HJ0338'INCHES.  IT IS 74 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY
 HJ0338'287, 31 FEET SOUTH-SOUTHWEST OF A T-FENCE CORNER POST, 2.5
 HJ0338'FEET WEST-NORTHWEST OF A TELEPHONE POLE, AND 1.5 FEET WEST OF
 HJ0338'A NORTH-SOUTH FENCE.
 HJ0338'
 HJ0338'AZIMUTH MARK, A STANDARD DISK STAMPED JUNE 1954, IS SET IN THE
 HJ0338'TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 HJ0338'73 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 287, 1.5 FEET
 HJ0338'SOUTH OF A METAL WITNESS POST, AND 1 FOOT WEST OF A NORTH-SOUTH
 HJ0338'FENCE.
 HJ0338'
 HJ0338'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--11 MILES
 HJ0338'SOUTH OF LAMAR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0273 ***********************************************************************
 HJ0273  DESIGNATION -  JUNE AZ MK
 HJ0273  PID         -  HJ0273
 HJ0273  STATE/COUNTY-  CO/PROWERS
 HJ0273  USGS QUAD   -  CAT CREEK NE (1968)
 HJ0273
 HJ0273                         *CURRENT SURVEY CONTROL
 HJ0273  ___________________________________________________________________
 HJ0273* NAD 83(1986)-  37 56 02.     (N)    102 36 46.     (W)     SCALED    
 HJ0273* NAVD 88     -      1180.168  (meters)    3871.93   (feet)  ADJUSTED  
 HJ0273  ___________________________________________________________________
 HJ0273  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 HJ0273  DYNAMIC HT  -        1179.010 (meters)    3868.14  (feet)  COMP
 HJ0273  MODELED GRAV-     979,607.3   (mgal)                       NAVD 88
 HJ0273
 HJ0273  VERT ORDER  -  FIRST     CLASS II
 HJ0273
 HJ0273.The horizontal coordinates were scaled from a topographic map and have
 HJ0273.an estimated accuracy of +/- 6 seconds.
 HJ0273
 HJ0273.The orthometric height was determined by differential leveling
 HJ0273.and adjusted by the National Geodetic Survey in June 1991..
 HJ0273
 HJ0273.The geoid height was determined by GEOID03.
 HJ0273
 HJ0273.The dynamic height is computed by dividing the NAVD 88
 HJ0273.geopotential number by the normal gravity value computed on the
 HJ0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0273.degrees latitude (g = 980.6199 gals.).
 HJ0273
 HJ0273.The modeled gravity was interpolated from observed gravity values.
 HJ0273
 HJ0273;                    North         East    Units  Estimated Accuracy
 HJ0273;SPC CO S     -   449,360.    1,168,170.      MT  (+/- 180 meters Scaled)
 HJ0273
 HJ0273                          SUPERSEDED SURVEY CONTROL
 HJ0273
 HJ0273.No superseded survey control is available for this station.
 HJ0273
 HJ0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC097011(NAD 83)
 HJ0273_MARKER: DZ = AZIMUTH MARK DISK
 HJ0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0273_SP_SET: CONCRETE POST
 HJ0273_STAMPING: JUNE 1954
 HJ0273_MARK LOGO: CGS   
 HJ0273_PROJECTION: FLUSH
 HJ0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0273+STABILITY: SURFACE MOTION
 HJ0273
 HJ0273  HISTORY     - Date     Condition        Report By
 HJ0273  HISTORY     - 1954     MONUMENTED       CGS
 HJ0273  HISTORY     - 1985     GOOD             NGS
 HJ0273
 HJ0273                          STATION DESCRIPTION
 HJ0273
 HJ0273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HJ0273'16.9 KM (10.5 MI) SOUTH FROM LAMAR.
 HJ0273'16.9 KM (10.5 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 HJ0273'IN LAMAR, 1.1 KM (0.7 MI) NORTH OF A MICROWAVE TOWER, 27.1 M (88.9 FT)
 HJ0273'EAST OF THE CENTERLINE OF THE HIGHWAY, 18.3 M (60.0 FT) EAST OF
 HJ0273'MILEPOST 67, 8.8 M (28.9 FT) EAST OF THE EAST END OF A 24-INCH PIPE
 HJ0273'CULVERT, AND 0.3 M (1.0 FT) WEST OF A WIRE FENCE.
 HJ0273'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 HJ0273'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0872 ***********************************************************************
 JL0872  DESIGNATION -  JUNIP
 JL0872  PID         -  JL0872
 JL0872  STATE/COUNTY-  CO/DELTA
 JL0872  USGS QUAD   -  LAZEAR (1978)
 JL0872
 JL0872                         *CURRENT SURVEY CONTROL
 JL0872  ___________________________________________________________________
 JL0872* NAD 83(1992)-  38 49 54.25317(N)    107 45 38.23909(W)     ADJUSTED  
 JL0872* NAVD 88     -      1936.6    (meters)    6354.     (feet)  VERTCON   
 JL0872  ___________________________________________________________________
 JL0872  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 JL0872  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 JL0872
 JL0872  HORZ ORDER  -  THIRD
 JL0872
 JL0872.The horizontal coordinates were established by classical geodetic methods
 JL0872.and adjusted by the National Geodetic Survey in January 1993..
 JL0872
 JL0872.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0872
 JL0872.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0872
 JL0872.The geoid height was determined by GEOID03.
 JL0872
 JL0872;                    North         East     Units Scale Factor Converg.
 JL0872;SPC CO C     -   418,072.387   718,139.986   MT  0.99994689   -1 25 32.7
 JL0872;SPC CO C     - 1,371,625.82  2,356,097.60   sFT  0.99994689   -1 25 32.7
 JL0872;UTM  13      - 4,301,725.948   260,367.746   MT  1.00030717   -1 43 54.6
 JL0872
 JL0872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0872!SPC CO C     -   0.99969877  x   0.99994689  =   0.99964568
 JL0872!UTM  13      -   0.99969877  x   1.00030717  =   1.00000585
 JL0872
 JL0872:                Primary Azimuth Mark                     Grid Az
 JL0872:SPC CO C     -  MAC                                      263 57 52.6
 JL0872:UTM  13      -  MAC                                      264 16 14.5
 JL0872
 JL0872|---------------------------------------------------------------------|
 JL0872| PID    Reference Object                     Distance      Geod. Az  |
 JL0872|                                                           dddmmss.s |
 JL0872| JL0873 MAC                                 APPROX. 6.3 KM 2623219.9 |
 JL0872|---------------------------------------------------------------------|
 JL0872
 JL0872                          SUPERSEDED SURVEY CONTROL
 JL0872
 JL0872  NAD 83(1986)-  38 49 54.25307(N)    107 45 38.21966(W) AD(       ) 3
 JL0872  NAD 27      -  38 49 54.31337(N)    107 45 36.00385(W) AD(       ) 3
 JL0872  NGVD 29 (07/19/86) 1935.3    (m)         6349.     (f) VERT ANG       
 JL0872
 JL0872.Superseded values are not recommended for survey control.
 JL0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0872.See file dsdata.txt to determine how the superseded data were derived.
 JL0872
 JL0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD6036801726(NAD 83)
 JL0872_MARKER: DD = SURVEY DISK
 JL0872_SETTING: 66 = SET IN ROCK OUTCROP
 JL0872_SP_SET: SET IN ROCK OUTCROP
 JL0872_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0872+STABILITY: POSITION/ELEVATION WELL
 JL0872
 JL0872  HISTORY     - Date     Condition        Report By
 JL0872  HISTORY     - 1951     MONUMENTED       USGS
 JL0872
 JL0872                          STATION DESCRIPTION
 JL0872
 JL0872'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JL0872'STATION LOCATED IN DELTA COUNTY, COLORADO, ABOUT 4 MI. N. OF
 JL0872'HOTCHKISS AND ON A LARGE MESA COVERED WITH JUNIPER TREES.
 JL0872'
 JL0872'TO REACH FROM HOTCHKISS POST OFFICE, GO W. ON STATE HIGHWAY 92 1.4 MI.
 JL0872'TO RD. CROSSING, THENCE RIGHT (N.) OFF HIGHWAY 92 ON GRADED RD. 0.8
 JL0872'MI. TO BRIDGE.  CROSS BRIDGE AND PROCEED UP OUT OF DRAIN 0.7 MI. TO
 JL0872'RD. CROSSING, THENCE STRAIGHT AHEAD (N.) 0.6 MI. TO Y-RD., THENCE
 JL0872'LEFT (W.) UP SIDE OF RIDGE 0.1 MI. AND CROSS LARGE IRRIGATION DITCH.
 JL0872'CONTINUE STRAIGHT AHEAD 0.8 MI. TO DIM FORK, THENCE LEFT (W.) UP SIDE
 JL0872'OF RIDGE 0.5 MI. TO SADDLE AT SUMMIT OF RIDGE, TURN LEFT (S.) ON DIM
 JL0872'RD. ON W. SIDE OF RIDGE 0.1 MI.  STATION ON LEFT SIDE OF RD. ABOUT 200
 JL0872'FT. ON TOP OF JUNIPER COVERED MESA.  SOME TREES WERE CUT IN STATION
 JL0872'VICINITY.
 JL0872'
 JL0872'STATION MARK--STANDARD TABLET, STAMPED ---JUNIP 1951 VABM 6349---,
 JL0872'CEMENTED IN SOLID ROCK OUTCROP.
 JL0872'
 JL0872'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO.
 JL0872'1---, CEMENTED IN SOLID ROCK OUTCROP, 11.00 FT. FROM STATION MARK,
 JL0872'S 65 DEG 10 MIN W.
 JL0872'
 JL0872'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO.
 JL0872'2---, CEMENTED IN SOLID ROCK OUTCROP, 27.60 FT. FROM STATION MARK,
 JL0872'S 74 DEG 54 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0529 ***********************************************************************
 LN0529  DESIGNATION -  JUNIPER
 LN0529  PID         -  LN0529
 LN0529  STATE/COUNTY-  CO/MOFFAT
 LN0529  USGS QUAD   -  JUNIPER MOUNTAIN (1986)
 LN0529
 LN0529                         *CURRENT SURVEY CONTROL
 LN0529  ___________________________________________________________________
 LN0529* NAD 83(1992)-  40 26 55.35868(N)    108 01 46.27446(W)     ADJUSTED  
 LN0529* NAVD 88     -      2398.5    (meters)    7869.     (feet)  VERTCON   
 LN0529  ___________________________________________________________________
 LN0529  LAPLACE CORR-           5.08  (seconds)                    DEFLEC99
 LN0529  GEOID HEIGHT-         -15.77  (meters)                     GEOID03
 LN0529
 LN0529  HORZ ORDER  -  THIRD
 LN0529
 LN0529.The horizontal coordinates were established by classical geodetic methods
 LN0529.and adjusted by the National Geodetic Survey in January 1993..
 LN0529
 LN0529.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0529
 LN0529.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0529
 LN0529.The geoid height was determined by GEOID03.
 LN0529
 LN0529;                    North         East     Units Scale Factor Converg.
 LN0529;SPC CO N     -   431,703.106   699,853.888   MT  0.99996280   -1 38 03.9
 LN0529;SPC CO N     - 1,416,345.94  2,296,103.96   sFT  0.99996280   -1 38 03.9
 LN0529;UTM  12      - 4,481,800.228   751,909.823   MT  1.00038121   +1 55 41.4
 LN0529;UTM  13      - 4,481,970.493   243,082.469   MT  1.00041258   -1 57 59.5
 LN0529
 LN0529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0529!SPC CO N     -   0.99962636  x   0.99996280  =   0.99958917
 LN0529!UTM  12      -   0.99962636  x   1.00038121  =   1.00000743
 LN0529!UTM  13      -   0.99962636  x   1.00041258  =   1.00003879
 LN0529
 LN0529:                Primary Azimuth Mark                     Grid Az
 LN0529:SPC CO N     -  LAY                                      057 41 44.6
 LN0529:UTM  12      -  LAY                                      054 07 59.3
 LN0529:UTM  13      -  LAY                                      058 01 40.2
 LN0529
 LN0529|---------------------------------------------------------------------|
 LN0529| PID    Reference Object                     Distance      Geod. Az  |
 LN0529|                                                           dddmmss.s |
 LN0529| LM0674 LAY                                 APPROX.11.4 KM 0560340.7 |
 LN0529|---------------------------------------------------------------------|
 LN0529
 LN0529                          SUPERSEDED SURVEY CONTROL
 LN0529
 LN0529  NAD 83(1986)-  40 26 55.34927(N)    108 01 46.27555(W) AD(       ) 3
 LN0529  NAD 27      -  40 26 55.46168(N)    108 01 43.97810(W) AD(       ) 3
 LN0529  NGVD 29 (07/19/86) 2397.2    (m)         7865.     (f) VERT ANG       
 LN0529
 LN0529.Superseded values are not recommended for survey control.
 LN0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0529.See file dsdata.txt to determine how the superseded data were derived.
 LN0529
 LN0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK5191081800(NAD 83)
 LN0529_MARKER: DD = SURVEY DISK
 LN0529_SETTING: 66 = SET IN ROCK OUTCROP
 LN0529_SP_SET: SET IN ROCK OUTCROP
 LN0529_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0529+STABILITY: POSITION/ELEVATION WELL
 LN0529
 LN0529  HISTORY     - Date     Condition        Report By
 LN0529  HISTORY     - 1955     MONUMENTED       USGS
 LN0529  HISTORY     - 1962     GOOD             USGS
 LN0529
 LN0529                          STATION DESCRIPTION
 LN0529
 LN0529'DESCRIBED BY US GEOLOGICAL SURVEY 1962 (RF)
 LN0529'RECOVERED IN 1955 AND REDESCRIBED AS FOLLOWS.
 LN0529'
 LN0529'STATION IS LOCATED ON THE MORE SOUTHERN OF TWO HIGHEST POINTS OF
 LN0529'JUNIPER MOUNTAIN, ABOUT 4 MI. (AIRLINE) SW. OF JUNIPER HOT SPRINGS
 LN0529'AND ABOUT 5.5 MI. SE. OF MAYBELL, COLORADO, POST OFFICE.
 LN0529'
 LN0529'TO REACH STATION FROM JUNIPER HOT SPRINGS, DRIVE W. ON DIRT RD. FOR
 LN0529'0.9 MI. TO GAP IN FENCE ON RIGHT AT TOP OF SMALL HILL.  TURN RIGHT
 LN0529'THROUGH GAP IN FENCE AND PROCEED FOR 0.3 MI. DOWNHILL TO DIM TRACK
 LN0529'RD. TO LEFT.  TURN LEFT AND FOLLOW TRACK RD. S. AND W. FOR 0.3 MI.
 LN0529'TO GAP IN FENCELINE.  CONTINUE THROUGH GAP AND FOLLOW TRACK RD. S.
 LN0529'AND W. FOR 0.7 MI. TO FORK.  TAKE RIGHT FORK AND FOLLOW TRACK RD. TO
 LN0529'TOP OF RIDGE OVERLOOKING YAMPA RIVER TO THE N.  AT THIS POINT TURN
 LN0529'SHARP LEFT AND FOLLOW RIDGE LINE OF JUNIPER MOUNTAIN TO THE S. AND W.
 LN0529'TO THE S. END OF THE MOUNTAIN AND STATION, A DISTANCE OF 3.9 MI. FROM
 LN0529'LAST RD. FORK.  A JEEP IS NECESSARY TO REACH STATION.
 LN0529'
 LN0529'STATION WAS REACHED FOLLOWING OLD DESCRIPTION BUT THERE IS NEW RD. UP
 LN0529'TO TOP OF MOUNTAIN WHICH CAN BE REACHED BY FOLLOWING U.S. HIGHWAY 40
 LN0529'W. FROM CRAIG, 28.0 MI. TO TRACK RD. S., FOLLOW TRACK S. APPROXIMATELY
 LN0529'2.7 MI. TO RIDGE AND RD. FORK, TURN RIGHT AND FOLLOW RD. UP RIDGE
 LN0529'1.7 MI. TO TOP STATION MARK IN APPROXIMATELY 1000 FT. ON S., FROM END
 LN0529'OF RD., STATION CAN BE REACHED BY JEEP FROM END OF RD.
 LN0529'
 LN0529'STATION MARK--STANDARD ALUMINUM TABLET SET IN SOLID ROCK, STAMPED
 LN0529'---JUNIPER 1955---.
 LN0529'
 LN0529'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA7129 ***********************************************************************
 AA7129  DESIGNATION -  JWTHOMAS
 AA7129  PID         -  AA7129
 AA7129  STATE/COUNTY-  CO/JEFFERSON
 AA7129  USGS QUAD   -  INDIAN HILLS (1994)
 AA7129
 AA7129                         *CURRENT SURVEY CONTROL
 AA7129  ___________________________________________________________________
 AA7129* NAD 83(1992)-  39 35 09.94552(N)    105 13 08.01595(W)     ADJUSTED  
 AA7129* NAVD 88     -      2143.1    (meters)    7031.     (feet)  GPS OBS   
 AA7129  ___________________________________________________________________
 AA7129  X           -  -1,292,523.374 (meters)                     COMP
 AA7129  Y           -  -4,751,083.812 (meters)                     COMP
 AA7129  Z           -   4,044,030.869 (meters)                     COMP
 AA7129  LAPLACE CORR-         -19.13  (seconds)                    DEFLEC99
 AA7129  ELLIP HEIGHT-        2128.02  (meters)          (12/03/02) GPS OBS
 AA7129  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 AA7129
 AA7129  HORZ ORDER  -  FIRST
 AA7129  ELLP ORDER  -  FOURTH    CLASS II
 AA7129
 AA7129.The horizontal coordinates were established by GPS observations
 AA7129.and adjusted by the National Geodetic Survey in August 1995..
 AA7129
 AA7129.The orthometric height was determined by GPS observations and a
 AA7129.high-resolution geoid model.
 AA7129
 AA7129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7129
 AA7129.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7129
 AA7129.The ellipsoidal height was determined by GPS observations
 AA7129.and is referenced to NAD 83.
 AA7129
 AA7129.The geoid height was determined by GEOID03.
 AA7129
 AA7129;                    North         East     Units Scale Factor Converg.
 AA7129;SPC CO C     -   499,411.650   938,550.195   MT  0.99997169   +0 10 38.2
 AA7129;SPC CO C     - 1,638,486.39  3,079,226.76   sFT  0.99997169   +0 10 38.2
 AA7129;UTM  13      - 4,381,842.445   481,203.000   MT  0.99960435   -0 08 22.2
 AA7129
 AA7129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7129!SPC CO C     -   0.99966626  x   0.99997169  =   0.99963795
 AA7129!UTM  13      -   0.99966626  x   0.99960435  =   0.99927074
 AA7129
 AA7129                          SUPERSEDED SURVEY CONTROL
 AA7129
 AA7129  ELLIP H (08/03/95) 2128.06   (m)                       GP(       ) 2 2
 AA7129
 AA7129.Superseded values are not recommended for survey control.
 AA7129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7129.See file dsdata.txt to determine how the superseded data were derived.
 AA7129
 AA7129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8120381842(NAD 83)
 AA7129_MARKER: DD = SURVEY DISK
 AA7129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7129_STAMPING: JWHTOMAS 1995
 AA7129_MARK LOGO: JCMD  
 AA7129_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA7129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7129+STABILITY: SURFACE MOTION
 AA7129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7129+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA7129
 AA7129  HISTORY     - Date     Condition        Report By
 AA7129  HISTORY     - 1995     MONUMENTED       CODOT
 AA7129
 AA7129                          STATION DESCRIPTION
 AA7129
 AA7129'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (KAW)
 AA7129'THE STATION WILL BE USED DURING A COLORADO HARN DENSIFICATION
 AA7129'PROJECT.
 AA7129' 
 AA7129'THE STATION IS LOCATED ABOUT 0.35 MI (0.56 KM) SOUTHWEST OF THE
 AA7129'JUNCTION OF U.S. HIGHWAY 285 AND JEFFERSON COUNTY ROAD 64 (JCR 64) IN
 AA7129'THE 285 BUSINESS CENTER IN THE SOUTHWEST 1/4 OF SECTION 27, T 5 S, R
 AA7129'70 W, 6TH P.M. OWNERSHIP-- BURK MCHUTH (303) 321-2111
 AA7129' 
 AA7129'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 285 AND JCR 64
 AA7129'(NORTH TURKEY CREEK ROAD), PROCEED SOUTHWEST ON U.S. HIGHWAY 285 FOR
 AA7129'0.35 MI (0.56 KM) TO GODDARD RANCH COURT.  TURN LEFT, AND PROCEED EAST
 AA7129'ON GODDARD RANCH COURT FOR APPROXIMATELY 0.1 MI (0.2 KM) TO THE
 AA7129'PARKING LOT OF THE U.S.D.A. FOREST SERVICE OFFICE AND THE STATION ON
 AA7129'THE EAST EDGE OF THE PARKING LOT.
 AA7129' 
 AA7129'THE STATION IS A 3.25 IN ALUMINUM JEFFERSON COUNTY MAPPING DEPARTMENT
 AA7129'DISK SET IN THE TOP OF A CONCRETE POST.  IT IS 29.4 M (96.5 FT) SOUTH
 AA7129'OF A 6 FT (1.8 M) WOODEN FENCE, 26.0 M (85.3 FT) EAST OF THE NORTHEAST
 AA7129'CORNER OF THE FOREST SERVICE BUILDING, 24.3 M (79.7 FT) EAST OF A FLAG
 AA7129'POLE, 10.3 WEST OF A TOP OF SLOPE, AND 2.95 M (9.68 FT) EAST OF THE
 AA7129'TOP BACK OF THE PARKING LOT CURB AND A CODOT FIBERGLASS WITNESS POST.
 AA7129' 
 AA7129'DESCRIPTION BY K.A. WILLIAMS, CODOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0195 ***********************************************************************
 KJ0195  DESIGNATION -  K
 KJ0195  PID         -  KJ0195
 KJ0195  STATE/COUNTY-  CO/LINCOLN
 KJ0195  USGS QUAD   -  HUGO (1980)
 KJ0195
 KJ0195                         *CURRENT SURVEY CONTROL
 KJ0195  ___________________________________________________________________
 KJ0195* NAD 83(1986)-  39 08 04.     (N)    103 28 10.     (W)     SCALED    
 KJ0195* NAVD 88     -      1538.736  (meters)    5048.34   (feet)  ADJUSTED  
 KJ0195  ___________________________________________________________________
 KJ0195  GEOID HEIGHT-         -20.55  (meters)                     GEOID03
 KJ0195  DYNAMIC HT  -        1537.247 (meters)    5043.45  (feet)  COMP
 KJ0195  MODELED GRAV-     979,605.8   (mgal)                       NAVD 88
 KJ0195
 KJ0195  VERT ORDER  -  SECOND    CLASS 0
 KJ0195
 KJ0195.The horizontal coordinates were scaled from a topographic map and have
 KJ0195.an estimated accuracy of +/- 6 seconds.
 KJ0195
 KJ0195.The orthometric height was determined by differential leveling
 KJ0195.and adjusted by the National Geodetic Survey in June 1991..
 KJ0195
 KJ0195.The geoid height was determined by GEOID03.
 KJ0195
 KJ0195.The dynamic height is computed by dividing the NAVD 88
 KJ0195.geopotential number by the normal gravity value computed on the
 KJ0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0195.degrees latitude (g = 980.6199 gals.).
 KJ0195
 KJ0195.The modeled gravity was interpolated from observed gravity values.
 KJ0195
 KJ0195;                    North         East    Units  Estimated Accuracy
 KJ0195;SPC CO C     -   451,200.    1,089,940.      MT  (+/- 180 meters Scaled)
 KJ0195
 KJ0195                          SUPERSEDED SURVEY CONTROL
 KJ0195
 KJ0195  NGVD 29 (??/??/92) 1538.051  (m)         5046.09   (f) ADJ UNCH    2 0
 KJ0195
 KJ0195.Superseded values are not recommended for survey control.
 KJ0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0195.See file dsdata.txt to determine how the superseded data were derived.
 KJ0195
 KJ0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD322328(NAD 83)
 KJ0195_MARKER: B = BOLT
 KJ0195_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KJ0195_SP_SET: BUILDING
 KJ0195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KJ0195
 KJ0195  HISTORY     - Date     Condition        Report By
 KJ0195  HISTORY     - UNK      MONUMENTED       CGS
 KJ0195  HISTORY     - 1938     GOOD             NGS
 KJ0195  HISTORY     - 1975     MARK NOT FOUND   USGS
 KJ0195
 KJ0195                          STATION DESCRIPTION
 KJ0195
 KJ0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KJ0195'AT HUGO.
 KJ0195'AT HUGO, LINCOLN COUNTY, ONE BLOCK SOUTH AND ONE BLOCK WEST OF THE
 KJ0195'COUNTY COURTHOUSE, AT THE SOUTH (FRONT) WALL OF THE COUNTY JAIL
 KJ0195'BUILDING, IN THE STONE WATER TABLE, 1 1/2 FEET EAST OF THE SOUTHWEST
 KJ0195'CORNER OF THE BUILDING, AND ABOUT 1 FOOT ABOVE THE GROUND.  THE
 KJ0195'CENTER OF A CROSS IN THE END OF A COPPER BOLT.
 KJ0195
 KJ0195                          STATION RECOVERY (1975)
 KJ0195
 KJ0195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KJ0195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0410 ***********************************************************************
 JL0410  DESIGNATION -  K 10
 JL0410  PID         -  JL0410
 JL0410  STATE/COUNTY-  CO/MONTROSE
 JL0410  USGS QUAD   -  OLATHE (1982)
 JL0410
 JL0410                         *CURRENT SURVEY CONTROL
 JL0410  ___________________________________________________________________
 JL0410* NAD 83(1986)-  38 33 03.     (N)    107 57 34.     (W)     SCALED    
 JL0410* NAVD 88     -      1677.595  (meters)    5503.91   (feet)  ADJUSTED  
 JL0410  ___________________________________________________________________
 JL0410  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 JL0410  DYNAMIC HT  -        1675.786 (meters)    5497.97  (feet)  COMP
 JL0410  MODELED GRAV-     979,491.6   (mgal)                       NAVD 88
 JL0410
 JL0410  VERT ORDER  -  FIRST     CLASS II
 JL0410
 JL0410.The horizontal coordinates were scaled from a topographic map and have
 JL0410.an estimated accuracy of +/- 6 seconds.
 JL0410
 JL0410.The orthometric height was determined by differential leveling
 JL0410.and adjusted by the National Geodetic Survey in June 1991..
 JL0410
 JL0410.The geoid height was determined by GEOID03.
 JL0410
 JL0410.The dynamic height is computed by dividing the NAVD 88
 JL0410.geopotential number by the normal gravity value computed on the
 JL0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0410.degrees latitude (g = 980.6199 gals.).
 JL0410
 JL0410.The modeled gravity was interpolated from observed gravity values.
 JL0410
 JL0410;                    North         East    Units  Estimated Accuracy
 JL0410;SPC CO S     -   516,740.      700,030.      MT  (+/- 180 meters Scaled)
 JL0410
 JL0410                          SUPERSEDED SURVEY CONTROL
 JL0410
 JL0410  NGVD 29 (??/??/92) 1676.386  (m)         5499.94   (f) ADJ UNCH    1 2
 JL0410
 JL0410.Superseded values are not recommended for survey control.
 JL0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0410.See file dsdata.txt to determine how the superseded data were derived.
 JL0410
 JL0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC420710(NAD 83)
 JL0410_MARKER: DB = BENCH MARK DISK
 JL0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0410_SP_SET: CONCRETE POST
 JL0410_STAMPING: K 10 1926 5499.943
 JL0410_MARK LOGO: CGS   
 JL0410_PROJECTION: PROJECTING 5 CENTIMETERS
 JL0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0410+STABILITY: SURFACE MOTION
 JL0410
 JL0410  HISTORY     - Date     Condition        Report By
 JL0410  HISTORY     - 1926     MONUMENTED       CGS
 JL0410  HISTORY     - 1984     GOOD             NGS
 JL0410
 JL0410                          STATION DESCRIPTION
 JL0410
 JL0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 JL0410'6.6 MI NW FROM MONTROSE.
 JL0410'6.6 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0410'FROM THE STATION AT MONTROSE, MONTROSE COUNTY, 670 FEET NORTH OF
 JL0410'MILEPOST D-358, 178 FEET SOUTH OF THE CROSSING OF A ROAD LEADING TO A
 JL0410'FARMHOUSE, 30 FEET EAST OF THE TRACK, AND 2 FEET LOWER THAN THE TRACK.
 JL0410'A STANDARD DISK, STAMPED 5499.943 K 10 1926 AND SET IN THE TOP OF A
 JL0410'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 JL0410
 JL0410                          STATION RECOVERY (1984)
 JL0410
 JL0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0410'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  7.6 KM (4.7
 JL0410'MI) NORTHWESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH U.S.
 JL0410'HIGHWAY 550 IN MONTROSE, THENCE 0.2 KM (0.1 MI) WEST ALONG JAY JAY
 JL0410'ROAD, THENCE 2.7 KM (1.7 MI) NORTHWEST ALONG THE DENVER AND RIO
 JL0410'GRANDE WESTERN RAILROAD, 0.2 KM (0.1 MI) NORTHWEST OF MILEPOST 358,
 JL0410'54.3 M (178.1 FT) SOUTHEAST OF THE CENTER OF A DIRT ROAD, 22.7 M
 JL0410'(74.5 FT) SOUTHWEST OF THE CENTER OF A DIRT ROAD, 11.4 M (37.4 FT)
 JL0410'SOUTH A UTILITY POLE, AND 9.2 M (30.2 FT) NORTHEAST OF THE NEAR RAIL.
 JL0410'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JL0410'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0069 ***********************************************************************
 KJ0069  DESIGNATION -  K 100
 KJ0069  PID         -  KJ0069
 KJ0069  STATE/COUNTY-  CO/KIT CARSON
 KJ0069  USGS QUAD   -  KANORADO (1984)
 KJ0069
 KJ0069                         *CURRENT SURVEY CONTROL
 KJ0069  ___________________________________________________________________
 KJ0069* NAD 83(1986)-  39 19 55.     (N)    102 02 56.     (W)     SCALED    
 KJ0069* NAVD 88     -      1195.451  (meters)    3922.08   (feet)  ADJUSTED  
 KJ0069  ___________________________________________________________________
 KJ0069  GEOID HEIGHT-         -23.32  (meters)                     GEOID03
 KJ0069  DYNAMIC HT  -        1194.421 (meters)    3918.70  (feet)  COMP
 KJ0069  MODELED GRAV-     979,724.5   (mgal)                       NAVD 88
 KJ0069
 KJ0069  VERT ORDER  -  SECOND    CLASS 0
 KJ0069
 KJ0069.The horizontal coordinates were scaled from a topographic map and have
 KJ0069.an estimated accuracy of +/- 6 seconds.
 KJ0069
 KJ0069.The orthometric height was determined by differential leveling
 KJ0069.and adjusted by the National Geodetic Survey in June 1991..
 KJ0069
 KJ0069.The geoid height was determined by GEOID03.
 KJ0069
 KJ0069.The dynamic height is computed by dividing the NAVD 88
 KJ0069.geopotential number by the normal gravity value computed on the
 KJ0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0069.degrees latitude (g = 980.6199 gals.).
 KJ0069
 KJ0069.The modeled gravity was interpolated from observed gravity values.
 KJ0069
 KJ0069;                    North         East    Units  Estimated Accuracy
 KJ0069;SPC CO C     -   476,810.    1,211,870.      MT  (+/- 180 meters Scaled)
 KJ0069
 KJ0069                          SUPERSEDED SURVEY CONTROL
 KJ0069
 KJ0069  NGVD 29 (??/??/92) 1194.958  (m)         3920.46   (f) ADJ UNCH    2 0
 KJ0069
 KJ0069.Superseded values are not recommended for survey control.
 KJ0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0069.See file dsdata.txt to determine how the superseded data were derived.
 KJ0069
 KJ0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD543577(NAD 83)
 KJ0069_MARKER: DB = BENCH MARK DISK
 KJ0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0069_STAMPING: K 100 1935
 KJ0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0069+STABILITY: SURFACE MOTION
 KJ0069
 KJ0069  HISTORY     - Date     Condition        Report By
 KJ0069  HISTORY     - 1935     MONUMENTED       CGS
 KJ0069
 KJ0069                          STATION DESCRIPTION
 KJ0069
 KJ0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KJ0069'0.6 MI W FROM KANORADO.
 KJ0069'IN KIT CARSON COUNTY, COLORADO, 0.6 MILE WEST ALONG THE CHICAGO,
 KJ0069'ROCK ISLAND AND PACIFIC RAILROAD FROM THE STATION AT KANORADO,
 KJ0069'SHERMAN COUNTY, KANSAS, 7 POLES EAST OF MILEPOST 442, 35 FEET
 KJ0069'NORTHWEST OF THE COLORADO-KANSAS STATE LINE MONUMENT, AT THE
 KJ0069'CROSSING OF U.S. HIGHWAY 24, 70 FEET NORTHWEST OF THE CENTERLINE OF
 KJ0069'THE HIGHWAY, 47 FEET NORTH OF THE CENTERLINE OF THE TRACK, 1 FOOT
 KJ0069'SOUTH AND 10 FEET WEST OF A FENCE CORNER AND SET IN THE TOP OF A
 KJ0069'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0211 ***********************************************************************
 LK0211  DESIGNATION -  K 102
 LK0211  PID         -  LK0211
 LK0211  STATE/COUNTY-  CO/PHILLIPS
 LK0211  USGS QUAD   -  GALIEN (1951)
 LK0211
 LK0211                         *CURRENT SURVEY CONTROL
 LK0211  ___________________________________________________________________
 LK0211* NAD 83(1986)-  40 40 34.     (N)    103 02 18.     (W)     SCALED    
 LK0211* NAVD 88     -      1260.353  (meters)    4135.01   (feet)  ADJUSTED  
 LK0211  ___________________________________________________________________
 LK0211  GEOID HEIGHT-         -19.88  (meters)                     GEOID03
 LK0211  DYNAMIC HT  -        1259.432 (meters)    4131.99  (feet)  COMP
 LK0211  MODELED GRAV-     979,849.5   (mgal)                       NAVD 88
 LK0211
 LK0211  VERT ORDER  -  SECOND    CLASS 0
 LK0211
 LK0211.The horizontal coordinates were scaled from a topographic map and have
 LK0211.an estimated accuracy of +/- 6 seconds.
 LK0211
 LK0211.The orthometric height was determined by differential leveling
 LK0211.and adjusted by the National Geodetic Survey in June 1991..
 LK0211
 LK0211.The geoid height was determined by GEOID03.
 LK0211
 LK0211.The dynamic height is computed by dividing the NAVD 88
 LK0211.geopotential number by the normal gravity value computed on the
 LK0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0211.degrees latitude (g = 980.6199 gals.).
 LK0211
 LK0211.The modeled gravity was interpolated from observed gravity values.
 LK0211
 LK0211;                    North         East    Units  Estimated Accuracy
 LK0211;SPC CO N     -   456,780.    1,122,500.      MT  (+/- 180 meters Scaled)
 LK0211
 LK0211                          SUPERSEDED SURVEY CONTROL
 LK0211
 LK0211  NGVD 29 (??/??/92) 1259.802  (m)         4133.20   (f) ADJ UNCH    2 0
 LK0211
 LK0211.Superseded values are not recommended for survey control.
 LK0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0211.See file dsdata.txt to determine how the superseded data were derived.
 LK0211
 LK0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF657046(NAD 83)
 LK0211_MARKER: DB = BENCH MARK DISK
 LK0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0211_STAMPING: K 102 1935
 LK0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0211+STABILITY: SURFACE MOTION
 LK0211
 LK0211  HISTORY     - Date     Condition        Report By
 LK0211  HISTORY     - 1935     MONUMENTED       CGS
 LK0211  HISTORY     - 1938     GOOD             NGS
 LK0211
 LK0211                          STATION DESCRIPTION
 LK0211
 LK0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 LK0211'1.7 MI W FROM GALIAN.
 LK0211'1.7 MILES WEST OF GALIAN, 4 POLES EAST OF MILEPOLE 220, ALONG THE
 LK0211'C.B. AND Q. RAILROAD, 36 FEET SOUTH OF THE CENTER OF THE TRACK,
 LK0211'18 FEET NORTH OF A FENCE, 6 FEET WEST OF A TELEPHONE POLE.  SET
 LK0211'HORIZONTAL IN THE TOP OF A PRECAST CONCRETE POST.  DESCRIBED IN 1935.
 LK0211'ACTUALLY SET IN 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0720 ***********************************************************************
 LL0720  DESIGNATION -  K 105
 LL0720  PID         -  LL0720
 LL0720  STATE/COUNTY-  CO/LARIMER
 LL0720  USGS QUAD   -  LOVELAND (1984)
 LL0720
 LL0720                         *CURRENT SURVEY CONTROL
 LL0720  ___________________________________________________________________
 LL0720* NAD 83(1986)-  40 25 17.     (N)    105 04 39.     (W)     SCALED    
 LL0720* NAVD 88     -      1532.774  (meters)    5028.78   (feet)  ADJUSTED  
 LL0720  ___________________________________________________________________
 LL0720  GEOID HEIGHT-         -16.34  (meters)                     GEOID03
 LL0720  DYNAMIC HT  -        1531.451 (meters)    5024.44  (feet)  COMP
 LL0720  MODELED GRAV-     979,708.8   (mgal)                       NAVD 88
 LL0720
 LL0720  VERT ORDER  -  SECOND    CLASS 0
 LL0720
 LL0720.The horizontal coordinates were scaled from a topographic map and have
 LL0720.an estimated accuracy of +/- 6 seconds.
 LL0720
 LL0720.The orthometric height was determined by differential leveling
 LL0720.and adjusted by the National Geodetic Survey in June 1991..
 LL0720
 LL0720.The geoid height was determined by GEOID03.
 LL0720
 LL0720.The dynamic height is computed by dividing the NAVD 88
 LL0720.geopotential number by the normal gravity value computed on the
 LL0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0720.degrees latitude (g = 980.6199 gals.).
 LL0720
 LL0720.The modeled gravity was interpolated from observed gravity values.
 LL0720
 LL0720;                    North         East    Units  Estimated Accuracy
 LL0720;SPC CO N     -   425,690.      950,260.      MT  (+/- 180 meters Scaled)
 LL0720
 LL0720                          SUPERSEDED SURVEY CONTROL
 LL0720
 LL0720  NGVD 29 (??/??/92) 1531.778  (m)         5025.51   (f) ADJ UNCH    2 0
 LL0720
 LL0720.Superseded values are not recommended for survey control.
 LL0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0720.See file dsdata.txt to determine how the superseded data were derived.
 LL0720
 LL0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE934745(NAD 83)
 LL0720_MARKER: DB = BENCH MARK DISK
 LL0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0720_STAMPING: K 105 1935
 LL0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0720+STABILITY: SURFACE MOTION
 LL0720
 LL0720  HISTORY     - Date     Condition        Report By
 LL0720  HISTORY     - 1935     MONUMENTED       CGS
 LL0720  HISTORY     - 1952     GOOD             NGS
 LL0720
 LL0720                          STATION DESCRIPTION
 LL0720
 LL0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 LL0720'1.2 MI N FROM LOVELAND.
 LL0720'1.15 MILES NORTH ALONG U.S. HIGHWAYS 87 AND 287 FROM THE LINCOLN
 LL0720'GRADE SCHOOL AT LOVELAND, 42 FEET WEST OF THE CENTER LINE OF THE
 LL0720'HIGHWAY, 26 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD
 LL0720'LEADING WEST, 61.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 LL0720'HOUSE, 6 FEET NORTHWEST OF A POWER POLE, SET IN THE TOP OF A
 LL0720'CONCRETE POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND.  NOTE-- TO BE
 LL0720'RESET MAY 1965
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1044 ***********************************************************************
 LL1044  DESIGNATION -  K 105 RESET
 LL1044  PID         -  LL1044
 LL1044  STATE/COUNTY-  CO/LARIMER
 LL1044  USGS QUAD   -  LOVELAND (1984)
 LL1044
 LL1044                         *CURRENT SURVEY CONTROL
 LL1044  ___________________________________________________________________
 LL1044* NAD 83(1986)-  40 25 18.     (N)    105 04 40.     (W)     SCALED    
 LL1044* NAVD 88     -      1532.595  (meters)    5028.19   (feet)  ADJUSTED  
 LL1044  ___________________________________________________________________
 LL1044  GEOID HEIGHT-         -16.34  (meters)                     GEOID03
 LL1044  DYNAMIC HT  -        1531.272 (meters)    5023.85  (feet)  COMP
 LL1044  MODELED GRAV-     979,708.8   (mgal)                       NAVD 88
 LL1044
 LL1044  VERT ORDER  -  FIRST     CLASS II
 LL1044
 LL1044.The horizontal coordinates were scaled from a topographic map and have
 LL1044.an estimated accuracy of +/- 6 seconds.
 LL1044
 LL1044.The orthometric height was determined by differential leveling
 LL1044.and adjusted by the National Geodetic Survey in June 1991..
 LL1044
 LL1044.The geoid height was determined by GEOID03.
 LL1044
 LL1044.The dynamic height is computed by dividing the NAVD 88
 LL1044.geopotential number by the normal gravity value computed on the
 LL1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1044.degrees latitude (g = 980.6199 gals.).
 LL1044
 LL1044.The modeled gravity was interpolated from observed gravity values.
 LL1044
 LL1044;                    North         East    Units  Estimated Accuracy
 LL1044;SPC CO N     -   425,730.      950,230.      MT  (+/- 180 meters Scaled)
 LL1044
 LL1044                          SUPERSEDED SURVEY CONTROL
 LL1044
 LL1044  NGVD 29 (??/??/??) 1531.723  (m)         5025.33   (f) ADJUSTED    1 2
 LL1044
 LL1044.Superseded values are not recommended for survey control.
 LL1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1044.See file dsdata.txt to determine how the superseded data were derived.
 LL1044
 LL1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE934745(NAD 83)
 LL1044_MARKER: DB = BENCH MARK DISK
 LL1044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1044_SP_SET: CONCRETE POST
 LL1044_STAMPING: K 105 RESET 1965
 LL1044_MARK LOGO: CGS   
 LL1044_PROJECTION: FLUSH
 LL1044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1044+STABILITY: SURFACE MOTION
 LL1044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1044+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2005
 LL1044
 LL1044  HISTORY     - Date     Condition        Report By
 LL1044  HISTORY     - 1965     MONUMENTED       RBNF
 LL1044  HISTORY     - 1984     GOOD             NGS
 LL1044  HISTORY     - 20050811 GOOD             USPSQD
 LL1044  HISTORY     - 20051127 GOOD             GEOCAC
 LL1044
 LL1044                          STATION DESCRIPTION
 LL1044
 LL1044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1044'IN LOVELAND.
 LL1044'IN LOVELAND, AT THE JUNCTION OF GARFIELD AVENUE AND 29TH STREET,
 LL1044'12.0 METERS (39.4 FT) WEST  OF THE CENTERLINE OF THE AVENUE,
 LL1044'6.4 METERS (21.0 FT) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES
 LL1044'OF THE STREET, AND 0.3 METER (1.0 FT) NORTH OF THE SOUTH EDGE OF A
 LL1044'CURB.
 LL1044'THE MARK IS 0.2 M ABOVE THE STREET.
 LL1044
 LL1044                          STATION RECOVERY (2005)
 LL1044
 LL1044'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 LL1044'FOUND AS DESCRIBED. ORANGE WITNESS POST IS GOOD.
 LL1044
 LL1044                          STATION RECOVERY (2005)
 LL1044
 LL1044'RECOVERY NOTE BY GEOCACHING 2005 (JK)
 LL1044'RECOVERED AS DESCRIBED, COORDINATE IS WRONG.  CORRECT LAT/LONG IS N 40
 LL1044'25.307 W 105  04.653.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0031 ***********************************************************************
 JM0031  DESIGNATION -  K 11
 JM0031  PID         -  JM0031
 JM0031  STATE/COUNTY-  CO/MESA
 JM0031  USGS QUAD   -  WHITEWATER (1969)
 JM0031
 JM0031                         *CURRENT SURVEY CONTROL
 JM0031  ___________________________________________________________________
 JM0031* NAD 83(1986)-  38 59 21.     (N)    108 27 28.     (W)     SCALED    
 JM0031* NAVD 88     -      1415.249  (meters)    4643.20   (feet)  POSTED    
 JM0031  ___________________________________________________________________
 JM0031  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 JM0031  DYNAMIC HT  -        1413.880 (meters)    4638.70  (feet)  COMP
 JM0031  MODELED GRAV-     979,613.0   (mgal)                       NAVD 88
 JM0031
 JM0031  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JM0031
 JM0031.The horizontal coordinates were scaled from a topographic map and have
 JM0031.an estimated accuracy of +/- 6 seconds.
 JM0031
 JM0031.The orthometric height was determined by differential leveling
 JM0031.and adjusted by the National Geodetic Survey in 1992..
 JM0031.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JM0031.rate of 0.0 thru 1.0 mm/km.
 JM0031
 JM0031.The geoid height was determined by GEOID03.
 JM0031
 JM0031.The dynamic height is computed by dividing the NAVD 88
 JM0031.geopotential number by the normal gravity value computed on the
 JM0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0031.degrees latitude (g = 980.6199 gals.).
 JM0031
 JM0031.The modeled gravity was interpolated from observed gravity values.
 JM0031
 JM0031;                    North         East    Units  Estimated Accuracy
 JM0031;SPC CO C     -   437,280.      658,200.      MT  (+/- 180 meters Scaled)
 JM0031
 JM0031                          SUPERSEDED SURVEY CONTROL
 JM0031
 JM0031  NGVD 29 (??/??/92) 1414.217  (m)         4639.81   (f) ADJ UNCH    1 2
 JM0031
 JM0031.Superseded values are not recommended for survey control.
 JM0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0031.See file dsdata.txt to determine how the superseded data were derived.
 JM0031
 JM0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ201186(NAD 83)
 JM0031_MARKER: DB = BENCH MARK DISK
 JM0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0031_STAMPING: 4639.810 K 11 1926
 JM0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0031+STABILITY: SURFACE MOTION
 JM0031
 JM0031  HISTORY     - Date     Condition        Report By
 JM0031  HISTORY     - 1926     MONUMENTED       CGS
 JM0031  HISTORY     - 1984     MARK NOT FOUND   NGS
 JM0031
 JM0031                          STATION DESCRIPTION
 JM0031
 JM0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 JM0031'0.2 MI NW FROM WHITEWATER.
 JM0031'0.2 MILE NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JM0031'FROM THE STATION AT WHITEWATER, MESA COUNTY, 27 FEET NORTH OF MILEPOST
 JM0031'D-412, 60 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, 4 FEET SOUTH
 JM0031'OF THE RIGHT-OF-WAY FENCE, AND 2-1/2 FEET LOWER THAN THE TRACK. A
 JM0031'STANDARD DISK, STAMPED 4639.810 K 11 1926 AND SET IN THE TOP OF A
 JM0031'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 JM0031
 JM0031                          STATION RECOVERY (1984)
 JM0031
 JM0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JM0031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0282 ***********************************************************************
 JK0282  DESIGNATION -  K 110
 JK0282  PID         -  JK0282
 JK0282  STATE/COUNTY-  CO/EL PASO
 JK0282  USGS QUAD   -  CHEYENNE MOUNTAIN (1994)
 JK0282
 JK0282                         *CURRENT SURVEY CONTROL
 JK0282  ___________________________________________________________________
 JK0282* NAD 83(1992)-  38 42 44.46488(N)    104 49 24.60522(W)     ADJUSTED  
 JK0282* NAVD 88     -      1912.737  (meters)    6275.37   (feet)  ADJUSTED  
 JK0282  ___________________________________________________________________
 JK0282  X           -  -1,275,332.959 (meters)                     COMP
 JK0282  Y           -  -4,818,937.190 (meters)                     COMP
 JK0282  Z           -   3,968,635.896 (meters)                     COMP
 JK0282  LAPLACE CORR-         -19.72  (seconds)                    DEFLEC99
 JK0282  ELLIP HEIGHT-        1895.64  (meters)          (12/03/02) GPS OBS
 JK0282  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 JK0282  DYNAMIC HT  -        1910.649 (meters)    6268.52  (feet)  COMP
 JK0282  MODELED GRAV-     979,468.3   (mgal)                       NAVD 88
 JK0282
 JK0282  HORZ ORDER  -  FIRST
 JK0282  VERT ORDER  -  SECOND    CLASS 0
 JK0282  ELLP ORDER  -  FOURTH    CLASS II
 JK0282
 JK0282.The horizontal coordinates were established by GPS observations
 JK0282.and adjusted by the National Geodetic Survey in September 1994..
 JK0282
 JK0282.The orthometric height was determined by differential leveling
 JK0282.and adjusted by the National Geodetic Survey in June 1991..
 JK0282
 JK0282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK0282
 JK0282.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0282
 JK0282.The ellipsoidal height was determined by GPS observations
 JK0282.and is referenced to NAD 83.
 JK0282
 JK0282.The geoid height was determined by GEOID03.
 JK0282
 JK0282.The dynamic height is computed by dividing the NAVD 88
 JK0282.geopotential number by the normal gravity value computed on the
 JK0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0282.degrees latitude (g = 980.6199 gals.).
 JK0282
 JK0282.The modeled gravity was interpolated from observed gravity values.
 JK0282
 JK0282;                    North         East     Units Scale Factor Converg.
 JK0282;SPC CO C     -   402,596.929   973,238.035   MT  0.99995878   +0 25 36.0
 JK0282;SPC CO C     - 1,320,853.42  3,193,031.79   sFT  0.99995878   +0 25 36.0
 JK0282;UTM  13      - 4,284,871.474   515,345.012   MT  0.99960290   +0 06 37.4
 JK0282
 JK0282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0282!SPC CO C     -   0.99970266  x   0.99995878  =   0.99966145
 JK0282!UTM  13      -   0.99970266  x   0.99960290  =   0.99930568
 JK0282
 JK0282                          SUPERSEDED SURVEY CONTROL
 JK0282
 JK0282  ELLIP H (09/12/94) 1895.67   (m)                       GP(       ) 4 1
 JK0282  NAVD 88 (09/12/94) 1912.74   (m)         6275.4    (f) LEVELING    3  
 JK0282  NGVD 29 (??/??/92) 1911.694  (m)         6271.95   (f) ADJ UNCH    2 0
 JK0282
 JK0282.Superseded values are not recommended for survey control.
 JK0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0282.See file dsdata.txt to determine how the superseded data were derived.
 JK0282
 JK0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC1534584871(NAD 83)
 JK0282_MARKER: DB = BENCH MARK DISK
 JK0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0282_SP_SET: SET IN TOP OF CONCRETE POST
 JK0282_STAMPING: K 110 1935
 JK0282_MARK LOGO: CGS   
 JK0282_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0282+STABILITY: SURFACE MOTION
 JK0282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0282+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1997
 JK0282
 JK0282  HISTORY     - Date     Condition        Report By
 JK0282  HISTORY     - 1935     MONUMENTED       CGS
 JK0282  HISTORY     - 1975     GOOD             NGS
 JK0282  HISTORY     - 1984     GOOD             NGS
 JK0282  HISTORY     - 19940312 GOOD             MSAM
 JK0282  HISTORY     - 19970128 GOOD             CODOT
 JK0282  HISTORY     - 19970818 GOOD             CODOT
 JK0282
 JK0282                          STATION DESCRIPTION
 JK0282
 JK0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 JK0282'9.3 MI S FROM COLORADO SPRINGS.
 JK0282'9.3 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 JK0282'COLORADO SPRINGS THENCE 6.4 MILES SOUTH ON STATE HIGHWAY 115 TO
 JK0282'T-ROAD WEST, TURN RIGHT AND GO WESTERLY 0.25 MILES TO BENCH MARK
 JK0282'ON RIGHT.  A STANDARD DISK STAMPED K 110 1935 IN CONCRETE MONUMENT
 JK0282'0.4 FT. ABOVE GROUND.
 JK0282
 JK0282                          STATION RECOVERY (1984)
 JK0282
 JK0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0282'ABOUT 4.0 KM (2.5 MI) SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST
 JK0282'OFFICE AT COLORODO SPRINGS, THENCE 10.3 KM (6.4 MI) SOUTH ALONG STATE
 JK0282'HIGHWAY 115, THENCE 0.3 KM (0.2 MI) NORTHWEST ON PAWNEE ROAD, 14.3 M
 JK0282'(47 FT) NORTHWEST OF A SMALL ELM TREE, 13.4 M (44 FT) NORTH OF THE
 JK0282'CENTER OF THE ROAD.
 JK0282
 JK0282                          STATION RECOVERY (1994)
 JK0282
 JK0282'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1994 (KCH)
 JK0282'RECOVERED AS DESCRIBED.
 JK0282
 JK0282                          STATION RECOVERY (1997)
 JK0282
 JK0282'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 JK0282'RECOVERED AS DESCRIBED.
 JK0282
 JK0282                          STATION RECOVERY (1997)
 JK0282
 JK0282'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (PGG)
 JK0282'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0012 ***********************************************************************
 JJ0012  DESIGNATION -  K 12 RESET
 JJ0012  PID         -  JJ0012
 JJ0012  STATE/COUNTY-  CO/CHEYENNE
 JJ0012  USGS QUAD   -  CHEYENNE WELLS NE (1982)
 JJ0012
 JJ0012                         *CURRENT SURVEY CONTROL
 JJ0012  ___________________________________________________________________
 JJ0012* NAD 83(1986)-  38 56 32.     (N)    102 21 08.     (W)     SCALED    
 JJ0012* NAVD 88     -      1318.902  (meters)    4327.10   (feet)  ADJUSTED  
 JJ0012  ___________________________________________________________________
 JJ0012  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 JJ0012  DYNAMIC HT  -        1317.695 (meters)    4323.14  (feet)  COMP
 JJ0012  MODELED GRAV-     979,666.5   (mgal)                       NAVD 88
 JJ0012
 JJ0012  VERT ORDER  -  FIRST     CLASS II
 JJ0012
 JJ0012.The horizontal coordinates were scaled from a topographic map and have
 JJ0012.an estimated accuracy of +/- 6 seconds.
 JJ0012
 JJ0012.The orthometric height was determined by differential leveling
 JJ0012.and adjusted by the National Geodetic Survey in June 1991..
 JJ0012
 JJ0012.The geoid height was determined by GEOID03.
 JJ0012
 JJ0012.The dynamic height is computed by dividing the NAVD 88
 JJ0012.geopotential number by the normal gravity value computed on the
 JJ0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0012.degrees latitude (g = 980.6199 gals.).
 JJ0012
 JJ0012.The modeled gravity was interpolated from observed gravity values.
 JJ0012
 JJ0012;                    North         East    Units  Estimated Accuracy
 JJ0012;SPC CO C     -   432,620.    1,187,230.      MT  (+/- 180 meters Scaled)
 JJ0012
 JJ0012                          SUPERSEDED SURVEY CONTROL
 JJ0012
 JJ0012  NGVD 29 (??/??/92) 1318.371  (m)         4325.36   (f) ADJ UNCH    1 2
 JJ0012
 JJ0012.Superseded values are not recommended for survey control.
 JJ0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0012.See file dsdata.txt to determine how the superseded data were derived.
 JJ0012
 JJ0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD294136(NAD 83)
 JJ0012_MARKER: DB = BENCH MARK DISK
 JJ0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0012_STAMPING: K 12 1926 RESET
 JJ0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0012+STABILITY: SURFACE MOTION
 JJ0012
 JJ0012  HISTORY     - Date     Condition        Report By
 JJ0012  HISTORY     - 1939     MONUMENTED       CO-017
 JJ0012  HISTORY     - 1941     GOOD             NGS
 JJ0012
 JJ0012                          STATION DESCRIPTION
 JJ0012
 JJ0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0012'8.4 MI N FROM CHEYENNE WELLS.
 JJ0012'8.4 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE COUNTY COURTHOUSE
 JJ0012'AT CHEYENNE WELLS, AT THE NORTHEAST CORNER OF SECTION 8, T 13 S,
 JJ0012'R 44 W, 158 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FARMHOUSE
 JJ0012'ON THE EAST SIDE OF THE HIGHWAY, 55 FEET SOUTHWEST OF THE CENTER
 JJ0012'OF THE INTERSECTION OF AN EAST-AND-WEST SECTION-LINE ROAD, 39 FEET
 JJ0012'WEST OF THE CENTERLINE OF THE HIGHWAY, 35 FEET SOUTH OF THE
 JJ0012'CENTERLINE OF THE ROAD, 5.5 FEET SOUTH OF A FENCE CORNER, 1.2
 JJ0012'FEET EAST OF THE FENCE, 3 FEET NORTH OF A WHITE WOODEN WITNESS
 JJ0012'POST, AND 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 JJ0012'K 12 1926 RESET AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JJ0012'1.1 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0002 ***********************************************************************
 KJ0002  DESIGNATION -  K 13
 KJ0002  PID         -  KJ0002
 KJ0002  STATE/COUNTY-  CO/KIT CARSON
 KJ0002  USGS QUAD   -  IDALIA SE (1969)
 KJ0002
 KJ0002                         *CURRENT SURVEY CONTROL
 KJ0002  ___________________________________________________________________
 KJ0002* NAD 83(1986)-  39 31 54.     (N)    102 15 26.     (W)     SCALED    
 KJ0002* NAVD 88     -      1206.624  (meters)    3958.73   (feet)  ADJUSTED  
 KJ0002  ___________________________________________________________________
 KJ0002  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 KJ0002  DYNAMIC HT  -        1205.615 (meters)    3955.42  (feet)  COMP
 KJ0002  MODELED GRAV-     979,749.0   (mgal)                       NAVD 88
 KJ0002
 KJ0002  VERT ORDER  -  FIRST     CLASS II
 KJ0002
 KJ0002.The horizontal coordinates were scaled from a topographic map and have
 KJ0002.an estimated accuracy of +/- 6 seconds.
 KJ0002
 KJ0002.The orthometric height was determined by differential leveling
 KJ0002.and adjusted by the National Geodetic Survey in June 1991..
 KJ0002
 KJ0002.The geoid height was determined by GEOID03.
 KJ0002
 KJ0002.The dynamic height is computed by dividing the NAVD 88
 KJ0002.geopotential number by the normal gravity value computed on the
 KJ0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0002.degrees latitude (g = 980.6199 gals.).
 KJ0002
 KJ0002.The modeled gravity was interpolated from observed gravity values.
 KJ0002
 KJ0002;                    North         East    Units  Estimated Accuracy
 KJ0002;SPC CO C     -   498,310.    1,193,130.      MT  (+/- 180 meters Scaled)
 KJ0002
 KJ0002                          SUPERSEDED SURVEY CONTROL
 KJ0002
 KJ0002  NGVD 29 (??/??/92) 1206.118  (m)         3957.07   (f) ADJ UNCH    1 2
 KJ0002
 KJ0002.Superseded values are not recommended for survey control.
 KJ0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0002.See file dsdata.txt to determine how the superseded data were derived.
 KJ0002
 KJ0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD357793(NAD 83)
 KJ0002_MARKER: DB = BENCH MARK DISK
 KJ0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0002_STAMPING: 3957.072 K 13 1926
 KJ0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0002+STABILITY: SURFACE MOTION
 KJ0002
 KJ0002  HISTORY     - Date     Condition        Report By
 KJ0002  HISTORY     - 1926     MONUMENTED       CGS
 KJ0002  HISTORY     - 1950     POOR             NGS
 KJ0002
 KJ0002                          STATION DESCRIPTION
 KJ0002
 KJ0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 KJ0002'15.5 MI N FROM BURLINGTON.
 KJ0002'15.5 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE CROSSING OF THE
 KJ0002'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD AT BURLINGTON, AT THE
 KJ0002'INTERSECTION OF A T-ROAD LEADING WEST, 50 FEET WEST OF THE HIGHWAY,
 KJ0002'25.3 FEET NORTH OF THE ROAD, AND 27 FEET EAST OF A FENCE CORNER.
 KJ0002'A STANDARD DISK, STAMPED 3957.072 K 13 1926 AND SET IN THE TOP OF
 KJ0002'A CONCRETE POST PROJECTIING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0343 ***********************************************************************
 LM0343  DESIGNATION -  K 131
 LM0343  PID         -  LM0343
 LM0343  STATE/COUNTY-  CO/MOFFAT
 LM0343  USGS QUAD   -  FLY CREEK (1973)
 LM0343
 LM0343                         *CURRENT SURVEY CONTROL
 LM0343  ___________________________________________________________________
 LM0343* NAD 83(1986)-  40 59 55.     (N)    107 19 06.     (W)     SCALED    
 LM0343* NAVD 88     -      2008.572  (meters)    6589.79   (feet)  ADJUSTED  
 LM0343  ___________________________________________________________________
 LM0343  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 LM0343  DYNAMIC HT  -        2006.701 (meters)    6583.65  (feet)  COMP
 LM0343  MODELED GRAV-     979,621.3   (mgal)                       NAVD 88
 LM0343
 LM0343  VERT ORDER  -  SECOND    CLASS 0
 LM0343
 LM0343.The horizontal coordinates were scaled from a topographic map and have
 LM0343.an estimated accuracy of +/- 6 seconds.
 LM0343
 LM0343.The orthometric height was determined by differential leveling
 LM0343.and adjusted by the National Geodetic Survey in June 1991..
 LM0343
 LM0343.The geoid height was determined by GEOID03.
 LM0343
 LM0343.The dynamic height is computed by dividing the NAVD 88
 LM0343.geopotential number by the normal gravity value computed on the
 LM0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0343.degrees latitude (g = 980.6199 gals.).
 LM0343
 LM0343.The modeled gravity was interpolated from observed gravity values.
 LM0343
 LM0343;                    North         East    Units  Estimated Accuracy
 LM0343;SPC CO N     -   491,280.      761,420.      MT  (+/- 180 meters Scaled)
 LM0343
 LM0343                          SUPERSEDED SURVEY CONTROL
 LM0343
 LM0343  NGVD 29 (??/??/92) 2007.335  (m)         6585.73   (f) ADJ UNCH    2 0
 LM0343
 LM0343.Superseded values are not recommended for survey control.
 LM0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0343.See file dsdata.txt to determine how the superseded data were derived.
 LM0343
 LM0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF050411(NAD 83)
 LM0343_MARKER: DB = BENCH MARK DISK
 LM0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0343_STAMPING: K 131 1934
 LM0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0343+STABILITY: SURFACE MOTION
 LM0343
 LM0343  HISTORY     - Date     Condition        Report By
 LM0343  HISTORY     - 1934     MONUMENTED       CGS
 LM0343
 LM0343                          STATION DESCRIPTION
 LM0343
 LM0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LM0343'3.1 MI E FROM SLATER.
 LM0343'3.1 MILES EAST ALONG THE BATTLE CREEK ROAD FORM SLATER, MOFFAT CO.,
 LM0343'0.4 MILE WEST OF A WATERCOURSE CROSSING AT THE WILLIAMS RANCH HOUSE,
 LM0343'ON THE OUTSIDE OF A CURVE AROUND A POINT, 54 FEET NORTH OF THE POINT
 LM0343'OF INTERSECTING OF THE CURVE IN A SMALL TRIANGLE BY FENCE LINES, AND
 LM0343'36 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, STAMPED K 131 1934
 LM0343'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0322 ***********************************************************************
 LM0322  DESIGNATION -  K 132
 LM0322  PID         -  LM0322
 LM0322  STATE/COUNTY-  CO/ROUTT
 LM0322  USGS QUAD   -  CLARK (1962)
 LM0322
 LM0322                         *CURRENT SURVEY CONTROL
 LM0322  ___________________________________________________________________
 LM0322* NAD 83(1986)-  40 39 22.     (N)    106 56 30.     (W)     SCALED    
 LM0322* NAVD 88     -      2145.412  (meters)    7038.74   (feet)  ADJUSTED  
 LM0322  ___________________________________________________________________
 LM0322  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 LM0322  DYNAMIC HT  -        2143.299 (meters)    7031.81  (feet)  COMP
 LM0322  MODELED GRAV-     979,562.8   (mgal)                       NAVD 88
 LM0322
 LM0322  VERT ORDER  -  SECOND    CLASS 0
 LM0322
 LM0322.The horizontal coordinates were scaled from a topographic map and have
 LM0322.an estimated accuracy of +/- 6 seconds.
 LM0322
 LM0322.The orthometric height was determined by differential leveling
 LM0322.and adjusted by the National Geodetic Survey in June 1991..
 LM0322
 LM0322.The geoid height was determined by GEOID03.
 LM0322
 LM0322.The dynamic height is computed by dividing the NAVD 88
 LM0322.geopotential number by the normal gravity value computed on the
 LM0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0322.degrees latitude (g = 980.6199 gals.).
 LM0322
 LM0322.The modeled gravity was interpolated from observed gravity values.
 LM0322
 LM0322;                    North         East    Units  Estimated Accuracy
 LM0322;SPC CO N     -   452,660.      792,490.      MT  (+/- 180 meters Scaled)
 LM0322
 LM0322                          SUPERSEDED SURVEY CONTROL
 LM0322
 LM0322  NGVD 29 (??/??/92) 2144.125  (m)         7034.52   (f) ADJ UNCH    2 0
 LM0322
 LM0322.Superseded values are not recommended for survey control.
 LM0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0322.See file dsdata.txt to determine how the superseded data were derived.
 LM0322
 LM0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF358023(NAD 83)
 LM0322_MARKER: DB = BENCH MARK DISK
 LM0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0322_STAMPING: K 132 1934
 LM0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0322+STABILITY: SURFACE MOTION
 LM0322
 LM0322  HISTORY     - Date     Condition        Report By
 LM0322  HISTORY     - 1934     MONUMENTED       CGS
 LM0322
 LM0322                          STATION DESCRIPTION
 LM0322
 LM0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LM0322'4.4 MI S FROM CLARK.
 LM0322'4.4 MILES SOUTH ALONG STATE HIGHWAY 129 FROM CLARK, ROUTT COUNTY, AT
 LM0322'MOONHILL SCHOOL, 15 FEET WEST OF THE NORTHWEST CORNER OF THE
 LM0322'SCHOOLHOUSE, AND 41 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A
 LM0322'STANDARD DISK, STAMPED K 132 1934 AND SET IN THE TOP OF A CONCRETE
 LM0322'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0139 ***********************************************************************
 LM0139  DESIGNATION -  K 133
 LM0139  PID         -  LM0139
 LM0139  STATE/COUNTY-  CO/GRAND
 LM0139  USGS QUAD   -  RADIAL MOUNTAIN (1956)
 LM0139
 LM0139                         *CURRENT SURVEY CONTROL
 LM0139  ___________________________________________________________________
 LM0139* NAD 83(1986)-  40 17 42.     (N)    106 04 33.     (W)     SCALED    
 LM0139* NAVD 88     -      2665.410  (meters)    8744.77   (feet)  ADJUSTED  
 LM0139  ___________________________________________________________________
 LM0139  GEOID HEIGHT-         -12.09  (meters)                     GEOID03
 LM0139  DYNAMIC HT  -        2662.369 (meters)    8734.79  (feet)  COMP
 LM0139  MODELED GRAV-     979,388.1   (mgal)                       NAVD 88
 LM0139
 LM0139  VERT ORDER  -  SECOND    CLASS 0
 LM0139
 LM0139.The horizontal coordinates were scaled from a topographic map and have
 LM0139.an estimated accuracy of +/- 6 seconds.
 LM0139
 LM0139.The orthometric height was determined by differential leveling
 LM0139.and adjusted by the National Geodetic Survey in June 1991..
 LM0139
 LM0139.The geoid height was determined by GEOID03.
 LM0139
 LM0139.The dynamic height is computed by dividing the NAVD 88
 LM0139.geopotential number by the normal gravity value computed on the
 LM0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0139.degrees latitude (g = 980.6199 gals.).
 LM0139
 LM0139.The modeled gravity was interpolated from observed gravity values.
 LM0139
 LM0139;                    North         East    Units  Estimated Accuracy
 LM0139;SPC CO N     -   411,730.      865,440.      MT  (+/- 180 meters Scaled)
 LM0139
 LM0139                          SUPERSEDED SURVEY CONTROL
 LM0139
 LM0139  NGVD 29 (??/??/92) 2663.897  (m)         8739.80   (f) ADJ UNCH    2 0
 LM0139
 LM0139.Superseded values are not recommended for survey control.
 LM0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0139.See file dsdata.txt to determine how the superseded data were derived.
 LM0139
 LM0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE085610(NAD 83)
 LM0139_MARKER: DB = BENCH MARK DISK
 LM0139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0139_STAMPING: K 133 1934
 LM0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0139+STABILITY: SURFACE MOTION
 LM0139
 LM0139  HISTORY     - Date     Condition        Report By
 LM0139  HISTORY     - 1934     MONUMENTED       CGS
 LM0139  HISTORY     - 1954     MARK NOT FOUND   NGS
 LM0139
 LM0139                          STATION DESCRIPTION
 LM0139
 LM0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LM0139'16.5 MI SE FROM RAND.
 LM0139'IN GRAND COUNTY, ABOUT 16.5 MILES SOUTHEAST ALONG STATE HIGHWAY 125
 LM0139'FROM RAND, JACKSON COUNTY, ABOUT 450 FEET SOUTH OF HIGHWAY MARKER 320,
 LM0139'ON THE OUTSIDE OF A CURVE, ABOUT 120 FEET NORTH OF THE BUREAU OF
 LM0139'PUBLIC ROADS BENCH MARK DESCRIBED ABOVE, ON A FAN PROJECTING TOWARD
 LM0139'WILLOW CREEK, 13 FEET WEST OF THE CREEK BANK, AND 45 FEET EAST OF THE
 LM0139'CENTER LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED K 133 1934 AND
 LM0139'SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT MAY HAVE BEEN DESTROYED
 LM0139'BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0897 ***********************************************************************
 LL0897  DESIGNATION -  K 134
 LL0897  PID         -  LL0897
 LL0897  STATE/COUNTY-  CO/JACKSON
 LL0897  USGS QUAD   -  CLARK PEAK (1977)
 LL0897
 LL0897                         *CURRENT SURVEY CONTROL
 LL0897  ___________________________________________________________________
 LL0897* NAD 83(1986)-  40 31 08.     (N)    105 53 39.     (W)     SCALED    
 LL0897* NAVD 88     -      3133.723  (meters)   10281.22   (feet)  ADJUSTED  
 LL0897  ___________________________________________________________________
 LL0897  GEOID HEIGHT-         -11.38  (meters)                     GEOID03
 LL0897  DYNAMIC HT  -        3130.120 (meters)   10269.40  (feet)  COMP
 LL0897  MODELED GRAV-     979,359.4   (mgal)                       NAVD 88
 LL0897
 LL0897  VERT ORDER  -  SECOND    CLASS 0
 LL0897
 LL0897.The horizontal coordinates were scaled from a topographic map and have
 LL0897.an estimated accuracy of +/- 6 seconds.
 LL0897
 LL0897.The orthometric height was determined by differential leveling
 LL0897.and adjusted by the National Geodetic Survey in June 1991..
 LL0897
 LL0897.The geoid height was determined by GEOID03.
 LL0897
 LL0897.The dynamic height is computed by dividing the NAVD 88
 LL0897.geopotential number by the normal gravity value computed on the
 LL0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0897.degrees latitude (g = 980.6199 gals.).
 LL0897
 LL0897.The modeled gravity was interpolated from observed gravity values.
 LL0897
 LL0897;                    North         East    Units  Estimated Accuracy
 LL0897;SPC CO N     -   436,510.      881,000.      MT  (+/- 180 meters Scaled)
 LL0897
 LL0897                          SUPERSEDED SURVEY CONTROL
 LL0897
 LL0897  NGVD 29 (??/??/92) 3132.172  (m)        10276.13   (f) ADJ UNCH    2 0
 LL0897
 LL0897.Superseded values are not recommended for survey control.
 LL0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0897.See file dsdata.txt to determine how the superseded data were derived.
 LL0897
 LL0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE242857(NAD 83)
 LL0897_MARKER: DB = BENCH MARK DISK
 LL0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0897_STAMPING: K 134 1934
 LL0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0897+STABILITY: SURFACE MOTION
 LL0897
 LL0897  HISTORY     - Date     Condition        Report By
 LL0897  HISTORY     - 1934     MONUMENTED       CGS
 LL0897  HISTORY     - 19970405 MARK NOT FOUND   NGS
 LL0897
 LL0897                          STATION DESCRIPTION
 LL0897
 LL0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0897'7.8 MI S FROM CHAMBERS LAKE.
 LL0897'7.8 MILES SOUTH OF, ALONG HIGHWAY 14, AT CAMERON PASS, 710 FEET SOUTH
 LL0897'OF MONUMENT ON EXACT CREST OF PASS, ON OUTSIDE OF CURVE IN ROAD
 LL0897'IN THE PROJECTED CENTERLINE TANGENT TO NORTH END OF CURVE IN ROAD, 115
 LL0897'FEET SOUTH OF FOUR-FOOT CAIRN AROUND FOREST SERVICE POST CAMERON PASS
 LL0897'CAMP GROUNDS AND 35 FEET WEST OF CENTERLINE OF ROAD.  TABLET SET IN
 LL0897'PRECAST CONCRETE POST.
 LL0897
 LL0897                          STATION RECOVERY (1997)
 LL0897
 LL0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 LL0897'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0449 ***********************************************************************
 LL0449  DESIGNATION -  K 135
 LL0449  PID         -  LL0449
 LL0449  STATE/COUNTY-  CO/LARIMER
 LL0449  USGS QUAD   -  BIG NARROWS (1975)
 LL0449
 LL0449                         *CURRENT SURVEY CONTROL
 LL0449  ___________________________________________________________________
 LL0449* NAD 83(1986)-  40 40 39.     (N)    105 24 48.     (W)     SCALED    
 LL0449* NAVD 88     -      1890.157  (meters)    6201.29   (feet)  ADJUSTED  
 LL0449  ___________________________________________________________________
 LL0449  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 LL0449  DYNAMIC HT  -        1888.441 (meters)    6195.66  (feet)  COMP
 LL0449  MODELED GRAV-     979,649.7   (mgal)                       NAVD 88
 LL0449
 LL0449  VERT ORDER  -  SECOND    CLASS 0
 LL0449
 LL0449.The horizontal coordinates were scaled from a topographic map and have
 LL0449.an estimated accuracy of +/- 6 seconds.
 LL0449
 LL0449.The orthometric height was determined by differential leveling
 LL0449.and adjusted by the National Geodetic Survey in June 1991..
 LL0449
 LL0449.The geoid height was determined by GEOID03.
 LL0449
 LL0449.The dynamic height is computed by dividing the NAVD 88
 LL0449.geopotential number by the normal gravity value computed on the
 LL0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0449.degrees latitude (g = 980.6199 gals.).
 LL0449
 LL0449.The modeled gravity was interpolated from observed gravity values.
 LL0449
 LL0449;                    North         East    Units  Estimated Accuracy
 LL0449;SPC CO N     -   454,050.      921,730.      MT  (+/- 180 meters Scaled)
 LL0449
 LL0449                          SUPERSEDED SURVEY CONTROL
 LL0449
 LL0449  NGVD 29 (??/??/92) 1889.076  (m)         6197.74   (f) ADJ UNCH    2 0
 LL0449
 LL0449.Superseded values are not recommended for survey control.
 LL0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0449.See file dsdata.txt to determine how the superseded data were derived.
 LL0449
 LL0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF650030(NAD 83)
 LL0449_MARKER: DB = BENCH MARK DISK
 LL0449_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LL0449_SP_SET: BRIDGE
 LL0449_STAMPING: K 135 1934
 LL0449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0449
 LL0449  HISTORY     - Date     Condition        Report By
 LL0449  HISTORY     - 1934     MONUMENTED       CGS
 LL0449
 LL0449                          STATION DESCRIPTION
 LL0449
 LL0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0449'17.6 MI W FROM TEDS PLACE.
 LL0449'17.6 MILES W OF TEDS PLACE ALONG HWY. 14 FROM JCT. OF HWY. 285 AND
 LL0449'14, IN THE NORTHEAST END OF THE NORTHWEST APPROACH TO STEEL BRIDGE
 LL0449'OVER CACHE LA POUDRE RIVER, IN THE TOP OF ABUTMENT EXTENSION
 LL0449'FORMING GUARD WALL, 2.8 FEET SOUTH OF NORTH END OF GUARD WALL.
 LL0449'BRONZE TABLET SET HORIZONTALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0402 ***********************************************************************
 LL0402  DESIGNATION -  K 136
 LL0402  PID         -  LL0402
 LL0402  STATE/COUNTY-  CO/LARIMER
 LL0402  USGS QUAD   -  TIMNATH (1971)
 LL0402
 LL0402                         *CURRENT SURVEY CONTROL
 LL0402  ___________________________________________________________________
 LL0402* NAD 83(1986)-  40 31 39.     (N)    104 58 46.     (W)     SCALED    
 LL0402* NAVD 88     -      1484.192  (meters)    4869.39   (feet)  ADJUSTED  
 LL0402  ___________________________________________________________________
 LL0402  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 LL0402  DYNAMIC HT  -        1482.939 (meters)    4865.28  (feet)  COMP
 LL0402  MODELED GRAV-     979,729.0   (mgal)                       NAVD 88
 LL0402
 LL0402  VERT ORDER  -  SECOND    CLASS 0
 LL0402
 LL0402.The horizontal coordinates were scaled from a topographic map and have
 LL0402.an estimated accuracy of +/- 6 seconds.
 LL0402
 LL0402.The orthometric height was determined by differential leveling
 LL0402.and adjusted by the National Geodetic Survey in June 1991..
 LL0402
 LL0402.The geoid height was determined by GEOID03.
 LL0402
 LL0402.The dynamic height is computed by dividing the NAVD 88
 LL0402.geopotential number by the normal gravity value computed on the
 LL0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0402.degrees latitude (g = 980.6199 gals.).
 LL0402
 LL0402.The modeled gravity was interpolated from observed gravity values.
 LL0402
 LL0402;                    North         East    Units  Estimated Accuracy
 LL0402;SPC CO N     -   437,520.      958,510.      MT  (+/- 180 meters Scaled)
 LL0402
 LL0402                          SUPERSEDED SURVEY CONTROL
 LL0402
 LL0402  NGVD 29 (??/??/92) 1483.245  (m)         4866.28   (f) ADJ UNCH    2 0
 LL0402
 LL0402.Superseded values are not recommended for survey control.
 LL0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0402.See file dsdata.txt to determine how the superseded data were derived.
 LL0402
 LL0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE017863(NAD 83)
 LL0402_MARKER: DB = BENCH MARK DISK
 LL0402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0402_STAMPING: K 136 1934
 LL0402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0402+STABILITY: SURFACE MOTION
 LL0402
 LL0402  HISTORY     - Date     Condition        Report By
 LL0402  HISTORY     - 1934     MONUMENTED       CGS
 LL0402  HISTORY     - 1974     GOOD             NGS
 LL0402
 LL0402                          STATION DESCRIPTION
 LL0402
 LL0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0402'IN TIMNATH.
 LL0402'1190 FEET EAST OF COLORADO AND SOUTHERN DEPOT, 65 FEET NORTHWEST
 LL0402'OF EAST SWITCH TO SOUTH SIDING, 45 FEET NORTH OF CENTERLINE OF
 LL0402'MAIN LINE OF TRACK AND 11 FEET WEST OF POWER POLE 1964.
 LL0402
 LL0402                          STATION RECOVERY (1974)
 LL0402
 LL0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LL0402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0543 ***********************************************************************
 LL0543  DESIGNATION -  K 137
 LL0543  PID         -  LL0543
 LL0543  STATE/COUNTY-  CO/LARIMER
 LL0543  USGS QUAD   -  LIVERMORE MOUNTAIN (1960)
 LL0543
 LL0543                         *CURRENT SURVEY CONTROL
 LL0543  ___________________________________________________________________
 LL0543* NAD 83(1986)-  40 52 21.     (N)    105 16 04.     (W)     SCALED    
 LL0543* NAVD 88     -      1940.816  (meters)    6367.49   (feet)  ADJUSTED  
 LL0543  ___________________________________________________________________
 LL0543  GEOID HEIGHT-         -13.82  (meters)                     GEOID03
 LL0543  DYNAMIC HT  -        1939.085 (meters)    6361.81  (feet)  COMP
 LL0543  MODELED GRAV-     979,662.9   (mgal)                       NAVD 88
 LL0543
 LL0543  VERT ORDER  -  SECOND    CLASS 0
 LL0543
 LL0543.The horizontal coordinates were scaled from a topographic map and have
 LL0543.an estimated accuracy of +/- 6 seconds.
 LL0543
 LL0543.The orthometric height was determined by differential leveling
 LL0543.and adjusted by the National Geodetic Survey in June 1991..
 LL0543
 LL0543.The geoid height was determined by GEOID03.
 LL0543
 LL0543.The dynamic height is computed by dividing the NAVD 88
 LL0543.geopotential number by the normal gravity value computed on the
 LL0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0543.degrees latitude (g = 980.6199 gals.).
 LL0543
 LL0543.The modeled gravity was interpolated from observed gravity values.
 LL0543
 LL0543;                    North         East    Units  Estimated Accuracy
 LL0543;SPC CO N     -   475,730.      933,980.      MT  (+/- 180 meters Scaled)
 LL0543
 LL0543                          SUPERSEDED SURVEY CONTROL
 LL0543
 LL0543  NGVD 29 (??/??/92) 1939.755  (m)         6364.01   (f) ADJ UNCH    2 0
 LL0543
 LL0543.Superseded values are not recommended for survey control.
 LL0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0543.See file dsdata.txt to determine how the superseded data were derived.
 LL0543
 LL0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF774246(NAD 83)
 LL0543_MARKER: DB = BENCH MARK DISK
 LL0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0543_STAMPING: K 137 1934
 LL0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0543+STABILITY: SURFACE MOTION
 LL0543
 LL0543  HISTORY     - Date     Condition        Report By
 LL0543  HISTORY     - 1934     MONUMENTED       CGS
 LL0543  HISTORY     - 1952     GOOD             NGS
 LL0543
 LL0543                          STATION DESCRIPTION
 LL0543
 LL0543'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 LL0543'7.3 MI SE FROM VIRGINIA DALE.
 LL0543'7.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE
 LL0543'AT VIRGINIA DALE, 0.7 MILE SOUTH OF A GRAVELED ROAD LEADING
 LL0543'NORTH, 0.3 MILE NORTHWEST OF A WOODEN BRIDGE OVER TEN MILE CREEK,
 LL0543'ON TOP OF A HILL, 35 FEET NORTHEAST OF THE CENTER LINE OF THE
 LL0543'HIGHWAY, 1 FOOT SOUTHWEST OF A FENCE, 1 FOOT NORTHWEST OF A
 LL0543'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LL0543'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0183 ***********************************************************************
 LM0183  DESIGNATION -  K 138
 LM0183  PID         -  LM0183
 LM0183  STATE/COUNTY-  CO/GRAND
 LM0183  USGS QUAD   -  KREMMLING (1981)
 LM0183
 LM0183                         *CURRENT SURVEY CONTROL
 LM0183  ___________________________________________________________________
 LM0183* NAD 83(1986)-  40 03 00.     (N)    106 25 13.     (W)     SCALED    
 LM0183* NAVD 88     -      2235.363  (meters)    7333.85   (feet)  ADJUSTED  
 LM0183  ___________________________________________________________________
 LM0183  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 LM0183  DYNAMIC HT  -        2232.986 (meters)    7326.05  (feet)  COMP
 LM0183  MODELED GRAV-     979,482.3   (mgal)                       NAVD 88
 LM0183
 LM0183  VERT ORDER  -  SECOND    CLASS 0
 LM0183
 LM0183.The horizontal coordinates were scaled from a topographic map and have
 LM0183.an estimated accuracy of +/- 6 seconds.
 LM0183
 LM0183.The orthometric height was determined by differential leveling
 LM0183.and adjusted by the National Geodetic Survey in June 1991..
 LM0183
 LM0183.The geoid height was determined by GEOID03.
 LM0183
 LM0183.The dynamic height is computed by dividing the NAVD 88
 LM0183.geopotential number by the normal gravity value computed on the
 LM0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0183.degrees latitude (g = 980.6199 gals.).
 LM0183
 LM0183.The modeled gravity was interpolated from observed gravity values.
 LM0183
 LM0183;                    North         East    Units  Estimated Accuracy
 LM0183;SPC CO N     -   384,780.      835,880.      MT  (+/- 180 meters Scaled)
 LM0183
 LM0183                          SUPERSEDED SURVEY CONTROL
 LM0183
 LM0183  NGVD 29 (??/??/92) 2234.052  (m)         7329.55   (f) ADJ UNCH    2 0
 LM0183
 LM0183.Superseded values are not recommended for survey control.
 LM0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0183.See file dsdata.txt to determine how the superseded data were derived.
 LM0183
 LM0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE788342(NAD 83)
 LM0183_MARKER: DB = BENCH MARK DISK
 LM0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0183_STAMPING: K 138 1934
 LM0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0183+STABILITY: SURFACE MOTION
 LM0183
 LM0183  HISTORY     - Date     Condition        Report By
 LM0183  HISTORY     - 1934     MONUMENTED       CGS
 LM0183  HISTORY     - 1955     MARK NOT FOUND   USGS
 LM0183
 LM0183                          STATION DESCRIPTION
 LM0183
 LM0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LM0183'1.5 MI W FROM KREMMLING.
 LM0183'1.5 MILES WEST ALONG THE DENVER AND SALT LAKE RAILWAY FROM THE STATION
 LM0183'AT KREMMLING, GRAND COUNTY, 55 FEET NORTH OF MILEPOST 105, 170 FEET
 LM0183'NORTHEAST OF THE PROJECTING POINT OF A RIDGE TO THE NORTHWEST, 120
 LM0183'FEET NORTH OF A BRICKED-UP SPEEDER STOP, AT THE SUMMIT OF A RIDGE, 50
 LM0183'FEET NORTHWEST OF THE TRACK, 10 FEET NORTH OF A POLE, 7 FEET NORTHWEST
 LM0183'OF THE EDGE OF THE RIDGE, AND 1 FOOT SOUTHEAST OF A FENCE. A STANDARD
 LM0183'DISK, STAMPED K 138 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LM0183
 LM0183                          STATION RECOVERY (1955)
 LM0183
 LM0183'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 LM0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0069 ***********************************************************************
 LK0069  DESIGNATION -  K 14 RESET
 LK0069  PID         -  LK0069
 LK0069  STATE/COUNTY-  CO/YUMA
 LK0069  USGS QUAD   -  WRAY NW (1984)
 LK0069
 LK0069                         *CURRENT SURVEY CONTROL
 LK0069  ___________________________________________________________________
 LK0069* NAD 83(1986)-  40 10 07.     (N)    102 14 46.     (W)     SCALED    
 LK0069* NAVD 88     -      1131.95   (meters)    3713.7    (feet)  RESET     
 LK0069  ___________________________________________________________________
 LK0069  GEOID HEIGHT-         -21.89  (meters)                     GEOID03
 LK0069
 LK0069  VERT ORDER  -  THIRD
 LK0069
 LK0069.The horizontal coordinates were scaled from a topographic map and have
 LK0069.an estimated accuracy of +/- 6 seconds.
 LK0069
 LK0069.The orthometric height was computed from unverified reset data.
 LK0069.No vertical observational check was made to the station.
 LK0069
 LK0069.The geoid height was determined by GEOID03.
 LK0069
 LK0069;                    North         East    Units  Estimated Accuracy
 LK0069;SPC CO N     -   402,630.    1,191,510.      MT  (+/- 180 meters Scaled)
 LK0069
 LK0069                          SUPERSEDED SURVEY CONTROL
 LK0069
 LK0069  NGVD 29 (??/??/??) 1131.46   (m)         3712.1    (f) RESET       3  
 LK0069
 LK0069.Superseded values are not recommended for survey control.
 LK0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0069.See file dsdata.txt to determine how the superseded data were derived.
 LK0069
 LK0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE345501(NAD 83)
 LK0069_MARKER: DB = BENCH MARK DISK
 LK0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0069_STAMPING: K 14 RESET 1936
 LK0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0069+STABILITY: SURFACE MOTION
 LK0069
 LK0069  HISTORY     - Date     Condition        Report By
 LK0069  HISTORY     - 1936     MONUMENTED       CODH
 LK0069  HISTORY     - 1971     GOOD             NGS
 LK0069
 LK0069                          STATION DESCRIPTION
 LK0069
 LK0069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 LK0069'6.7 MI N FROM WRAY.
 LK0069'6.7 MILES NORTH ALONG STATE HIGHWAY 51 FROM WRAY, AT HIGHWAY
 LK0069'STATION 351+80, AND 52 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.
 LK0069'A STANDARD DISK, STAMPED K 14 RESET 1936 AND SET IN THE TOP OF A
 LK0069'CONCRETE POST.  NOTE-- THIS MARK WAS ESTABLISHED AND ITS ELEVATION
 LK0069'DETERMINED IN NOVEMBER 1936 BY ENGINEERS OF THE COLORADO STATE HIGHWAY
 LK0069'DEPARTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1040 ***********************************************************************
 KK1040  DESIGNATION -  K 140
 KK1040  PID         -  KK1040
 KK1040  STATE/COUNTY-  CO/CLEAR CREEK
 KK1040  USGS QUAD   -  EMPIRE (1974)
 KK1040
 KK1040                         *CURRENT SURVEY CONTROL
 KK1040  ___________________________________________________________________
 KK1040* NAD 83(1986)-  39 45 48.     (N)    105 43 41.     (W)     SCALED    
 KK1040* NAVD 88     -      2718.363  (meters)    8918.50   (feet)  ADJUSTED  
 KK1040  ___________________________________________________________________
 KK1040  GEOID HEIGHT-         -12.40  (meters)                     GEOID03
 KK1040  DYNAMIC HT  -        2715.081 (meters)    8907.73  (feet)  COMP
 KK1040  MODELED GRAV-     979,320.6   (mgal)                       NAVD 88
 KK1040
 KK1040  VERT ORDER  -  FIRST     CLASS II
 KK1040
 KK1040.The horizontal coordinates were scaled from a topographic map and have
 KK1040.an estimated accuracy of +/- 6 seconds.
 KK1040
 KK1040.The orthometric height was determined by differential leveling
 KK1040.and adjusted by the National Geodetic Survey in June 1991..
 KK1040
 KK1040.The geoid height was determined by GEOID03.
 KK1040
 KK1040.The dynamic height is computed by dividing the NAVD 88
 KK1040.geopotential number by the normal gravity value computed on the
 KK1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1040.degrees latitude (g = 980.6199 gals.).
 KK1040
 KK1040.The modeled gravity was interpolated from observed gravity values.
 KK1040
 KK1040;                    North         East    Units  Estimated Accuracy
 KK1040;SPC CO C     -   519,080.      894,860.      MT  (+/- 180 meters Scaled)
 KK1040
 KK1040                          SUPERSEDED SURVEY CONTROL
 KK1040
 KK1040  NGVD 29 (??/??/92) 2716.797  (m)         8913.36   (f) ADJ UNCH    1 2
 KK1040
 KK1040.Superseded values are not recommended for survey control.
 KK1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1040.See file dsdata.txt to determine how the superseded data were derived.
 KK1040
 KK1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE376017(NAD 83)
 KK1040_MARKER: DB = BENCH MARK DISK
 KK1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK1040_STAMPING: K 140 1934
 KK1040_MARK LOGO: CGS   
 KK1040_PROJECTION: FLUSH
 KK1040_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1040+STABILITY: SURFACE MOTION
 KK1040_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK1040+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2000
 KK1040
 KK1040  HISTORY     - Date     Condition        Report By
 KK1040  HISTORY     - 1934     MONUMENTED       CGS
 KK1040  HISTORY     - 1954     GOOD             NGS
 KK1040  HISTORY     - 20000626 GOOD             NGS
 KK1040
 KK1040                          STATION DESCRIPTION
 KK1040
 KK1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1040'2.6 MI W FROM EMPIRE.
 KK1040'2.65 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE PUBLIC SCHOOL AT
 KK1040'EMPIRE, 71 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 50 FEET
 KK1040'WEST OF THE CENTER LINE OF A PRIVATE ROAD LEADING SOUTHWEST, 12.4
 KK1040'FEET SOUTH OF A WITNESS POST, 1 FOOT NORTH OF A FENCE, ACROSS
 KK1040'THE HIGHWAY FROM AN OLD RANGER STATION, SET IN THE TOP OF A
 KK1040'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 KK1040
 KK1040                          STATION RECOVERY (2000)
 KK1040
 KK1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 KK1040'THE STATION IS LOCATED ABOUT 2.4 MI WEST OF EMPIRE AND 0.05 MI
 KK1040'SOUTHWEST OF THE EMPIRE GUARD STATION, IN  T 3 S, R 74 W, AT U. S.
 KK1040'HIGHWAY 40 MILEPOST 253.75. OWNERSHIP-COLORADO DEPT. OF
 KK1040'TRANSPORTATION RIGHT-OF-WAY.
 KK1040' 
 KK1040'TO REACH THE STATION FROM THE POST OFFICE IN EMPIRE, GO WEST ON U.
 KK1040'S. HIGHWAY 40 FOR 2.3 MI TO THE STATION ON THE LEFT.
 KK1040' 
 KK1040'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A SQUARE 15 CM ON A
 KK1040'SIDE CONCRETE POST, PROJECTING 1 CM ABOVE THE GROUND. IT IS 23.7 M
 KK1040'SOUTH FROM THE CENTER LINE OF U. S. HIGHWAY 40, 15.1 M WEST FROM
 KK1040'THE CENTER OF A GATE AND DIRT ROAD TO THE SOUTHWEST, 3.9 M SOUTH
 KK1040'FROM A CARSONITE WITNESS POST, 3.8 M SOUTH FROM A WOODEN
 KK1040'WITNESS POST, 0.2 M NORTH FROM THE SOUTHERN RIGHT-OF-WAY FENCE
 KK1040'AND ABOUT EVEN WITH THE HIGHWAY.
 KK1040' 
 KK1040' 
 KK1040'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0185 ***********************************************************************
 JM0185  DESIGNATION -  K 141
 JM0185  PID         -  JM0185
 JM0185  STATE/COUNTY-  CO/MESA
 JM0185  USGS QUAD   -  JACKS CANYON (1972)
 JM0185
 JM0185                         *CURRENT SURVEY CONTROL
 JM0185  ___________________________________________________________________
 JM0185* NAD 83(1986)-  38 49 11.     (N)    108 35 56.     (W)     SCALED    
 JM0185* NAVD 88     -      2068.611  (meters)    6786.77   (feet)  ADJUSTED  
 JM0185  ___________________________________________________________________
 JM0185  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 JM0185  DYNAMIC HT  -        2066.331 (meters)    6779.29  (feet)  COMP
 JM0185  MODELED GRAV-     979,451.0   (mgal)                       NAVD 88
 JM0185
 JM0185  VERT ORDER  -  SECOND    CLASS 0
 JM0185
 JM0185.The horizontal coordinates were scaled from a topographic map and have
 JM0185.an estimated accuracy of +/- 6 seconds.
 JM0185
 JM0185.The orthometric height was determined by differential leveling
 JM0185.and adjusted by the National Geodetic Survey in June 1991..
 JM0185
 JM0185.The geoid height was determined by GEOID03.
 JM0185
 JM0185.The dynamic height is computed by dividing the NAVD 88
 JM0185.geopotential number by the normal gravity value computed on the
 JM0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0185.degrees latitude (g = 980.6199 gals.).
 JM0185
 JM0185.The modeled gravity was interpolated from observed gravity values.
 JM0185
 JM0185;                    North         East    Units  Estimated Accuracy
 JM0185;SPC CO C     -   418,890.      645,340.      MT  (+/- 180 meters Scaled)
 JM0185
 JM0185                          SUPERSEDED SURVEY CONTROL
 JM0185
 JM0185  NGVD 29 (??/??/92) 2067.391  (m)         6782.77   (f) ADJ UNCH    2 0
 JM0185
 JM0185.Superseded values are not recommended for survey control.
 JM0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0185.See file dsdata.txt to determine how the superseded data were derived.
 JM0185
 JM0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH084995(NAD 83)
 JM0185_MARKER: DB = BENCH MARK DISK
 JM0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0185_STAMPING: K 141 1934
 JM0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0185+STABILITY: SURFACE MOTION
 JM0185
 JM0185  HISTORY     - Date     Condition        Report By
 JM0185  HISTORY     - 1934     MONUMENTED       CGS
 JM0185  HISTORY     - 1972     GOOD             USGS
 JM0185
 JM0185                          STATION DESCRIPTION
 JM0185
 JM0185'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 JM0185'16.2 MI SW FROM WHITEWATER.
 JM0185'16.2 MILES SOUTHWEST ALONG STATE HIGHWAY 141 FROM THE JUNCTION WITH
 JM0185'U.S. HIGHWAY 50 AT WHITEWATER, 1.8 MILES SOUTH WEST ALONG STATE
 JM0185'HIGHWAY 141 FROM THE JUNCTION WITH DIVIDE ROAD LEADING SOUTH TO
 JM0185'UNCOMPAHGRE PLATEAU, 54 FT. NORTH CENTER OF HIGHWAY AT SLIGHT BEND IN
 JM0185'ROW FENCE, IN CONCRETE POST, STANDARD DISK, STAMPED K 141, 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0211 ***********************************************************************
 JM0211  DESIGNATION -  K 142
 JM0211  PID         -  JM0211
 JM0211  STATE/COUNTY-  CO/MESA
 JM0211  USGS QUAD   -  ROC CREEK (1994)
 JM0211
 JM0211                         *CURRENT SURVEY CONTROL
 JM0211  ___________________________________________________________________
 JM0211* NAD 83(1986)-  38 28 53.     (N)    108 52 52.     (W)     SCALED    
 JM0211* NAVD 88     -      1437.616  (meters)    4716.58   (feet)  ADJUSTED  
 JM0211  ___________________________________________________________________
 JM0211  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 JM0211  DYNAMIC HT  -        1436.073 (meters)    4711.52  (feet)  COMP
 JM0211  MODELED GRAV-     979,507.1   (mgal)                       NAVD 88
 JM0211
 JM0211  VERT ORDER  -  SECOND    CLASS 0
 JM0211
 JM0211.The horizontal coordinates were scaled from a topographic map and have
 JM0211.an estimated accuracy of +/- 6 seconds.
 JM0211
 JM0211.The orthometric height was determined by differential leveling
 JM0211.and adjusted by the National Geodetic Survey in June 1991..
 JM0211
 JM0211.The geoid height was determined by GEOID03.
 JM0211
 JM0211.The dynamic height is computed by dividing the NAVD 88
 JM0211.geopotential number by the normal gravity value computed on the
 JM0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0211.degrees latitude (g = 980.6199 gals.).
 JM0211
 JM0211.The modeled gravity was interpolated from observed gravity values.
 JM0211
 JM0211;                    North         East    Units  Estimated Accuracy
 JM0211;SPC CO C     -   382,230.      619,450.      MT  (+/- 180 meters Scaled)
 JM0211
 JM0211                          SUPERSEDED SURVEY CONTROL
 JM0211
 JM0211  NGVD 29 (??/??/92) 1436.454  (m)         4712.77   (f) ADJ UNCH    2 0
 JM0211
 JM0211.Superseded values are not recommended for survey control.
 JM0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0211.See file dsdata.txt to determine how the superseded data were derived.
 JM0211
 JM0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH848613(NAD 83)
 JM0211_MARKER: DB = BENCH MARK DISK
 JM0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0211_STAMPING: K-142 1934
 JM0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0211+STABILITY: SURFACE MOTION
 JM0211
 JM0211  HISTORY     - Date     Condition        Report By
 JM0211  HISTORY     - 1934     MONUMENTED       CGS
 JM0211
 JM0211                          STATION DESCRIPTION
 JM0211
 JM0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0211'18.0 MI SE FROM GATEWAY.
 JM0211'18.0 MILES SOUTHEAST OF, ALONG STATE HWY. 141, FROM PUBLIC SCHOOL.
 JM0211'ABOUT .2 MILE SOUTH OF WAGON GATE ACROSS HIGHWAY.  1200 FEET NORTHEAST
 JM0211'OF MOUTH OF CANYON ON WEST SIDE OF RIVER.  27 FEET EAST OF CENTERLINE
 JM0211'OF STATE HWY. 141.  18 FEET NORTHEAST OF SANDSTONE BOULDER 6 FT. SQ. 6
 JM0211'FT. HIGH, HAS B.M. PAINTED IN WHITE ON THE SOUTHWEST AND NORTHWEST
 JM0211'SIDES.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0045 ***********************************************************************
 JM0045  DESIGNATION -  K 143
 JM0045  PID         -  JM0045
 JM0045  STATE/COUNTY-  CO/MONTROSE
 JM0045  USGS QUAD   -  PRYOR CREEK (1994)
 JM0045
 JM0045                         *CURRENT SURVEY CONTROL
 JM0045  ___________________________________________________________________
 JM0045* NAD 83(1986)-  38 19 55.     (N)    108 06 25.     (W)     SCALED    
 JM0045* NAVD 88     -      2764.215  (meters)    9068.93   (feet)  ADJUSTED  
 JM0045  ___________________________________________________________________
 JM0045  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 JM0045  DYNAMIC HT  -        2760.669 (meters)    9057.29  (feet)  COMP
 JM0045  MODELED GRAV-     979,244.5   (mgal)                       NAVD 88
 JM0045
 JM0045  VERT ORDER  -  SECOND    CLASS 0
 JM0045
 JM0045.The horizontal coordinates were scaled from a topographic map and have
 JM0045.an estimated accuracy of +/- 6 seconds.
 JM0045
 JM0045.The orthometric height was determined by differential leveling
 JM0045.and adjusted by the National Geodetic Survey in June 1991..
 JM0045
 JM0045.The geoid height was determined by GEOID03.
 JM0045
 JM0045.The dynamic height is computed by dividing the NAVD 88
 JM0045.geopotential number by the normal gravity value computed on the
 JM0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0045.degrees latitude (g = 980.6199 gals.).
 JM0045
 JM0045.The modeled gravity was interpolated from observed gravity values.
 JM0045
 JM0045;                    North         East    Units  Estimated Accuracy
 JM0045;SPC CO S     -   492,810.      686,500.      MT  (+/- 180 meters Scaled)
 JM0045
 JM0045                          SUPERSEDED SURVEY CONTROL
 JM0045
 JM0045  NGVD 29 (??/??/92) 2762.720  (m)         9064.02   (f) ADJ UNCH    2 0
 JM0045
 JM0045.Superseded values are not recommended for survey control.
 JM0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0045.See file dsdata.txt to determine how the superseded data were derived.
 JM0045
 JM0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH528466(NAD 83)
 JM0045_MARKER: DB = BENCH MARK DISK
 JM0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0045_STAMPING: K-143 1934
 JM0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0045+STABILITY: SURFACE MOTION
 JM0045
 JM0045  HISTORY     - Date     Condition        Report By
 JM0045  HISTORY     - 1934     MONUMENTED       CGS
 JM0045
 JM0045                          STATION DESCRIPTION
 JM0045
 JM0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0045'20.4 MI SW FROM MONTROSE.
 JM0045'20.4 MILES SOUTHWEST OF, ALONG STATE HWY. 90, FROM MONTROSE COUNTY
 JM0045'COURTHOUSE ABOUT .9 MILE EAST OF SILESCA RANGER STATION.  .25 MILE
 JM0045'EAST OF UNCOMPAHGRE NATIONAL FOREST BOUNDARY.  600 FEET NORTHEAST OF
 JM0045'LOG CABIN AND CORRAL.  80 FEET WEST OF CENTER OF WAGON GATE.  58 FEET
 JM0045'SOUTH OF CENTERLINE OF STATE HIGHWAY 90.  2 FEET NORTH OF FENCE LINE.
 JM0045'TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0101 ***********************************************************************
 JM0101  DESIGNATION -  K 144
 JM0101  PID         -  JM0101
 JM0101  STATE/COUNTY-  CO/MONTROSE
 JM0101  USGS QUAD   -  REDVALE (1994)
 JM0101
 JM0101                         *CURRENT SURVEY CONTROL
 JM0101  ___________________________________________________________________
 JM0101* NAD 83(1986)-  38 12 21.     (N)    108 29 32.     (W)     SCALED    
 JM0101* NAVD 88     -      1767.234  (meters)    5798.00   (feet)  ADJUSTED  
 JM0101  ___________________________________________________________________
 JM0101  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 JM0101  DYNAMIC HT  -        1765.176 (meters)    5791.25  (feet)  COMP
 JM0101  MODELED GRAV-     979,402.9   (mgal)                       NAVD 88
 JM0101
 JM0101  VERT ORDER  -  SECOND    CLASS 0
 JM0101
 JM0101.The horizontal coordinates were scaled from a topographic map and have
 JM0101.an estimated accuracy of +/- 6 seconds.
 JM0101
 JM0101.The orthometric height was determined by differential leveling
 JM0101.and adjusted by the National Geodetic Survey in June 1991..
 JM0101
 JM0101.The geoid height was determined by GEOID03.
 JM0101
 JM0101.The dynamic height is computed by dividing the NAVD 88
 JM0101.geopotential number by the normal gravity value computed on the
 JM0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0101.degrees latitude (g = 980.6199 gals.).
 JM0101
 JM0101.The modeled gravity was interpolated from observed gravity values.
 JM0101
 JM0101;                    North         East    Units  Estimated Accuracy
 JM0101;SPC CO S     -   479,820.      652,380.      MT  (+/- 180 meters Scaled)
 JM0101
 JM0101                          SUPERSEDED SURVEY CONTROL
 JM0101
 JM0101  NGVD 29 (??/??/92) 1765.998  (m)         5793.95   (f) ADJ UNCH    2 0
 JM0101
 JM0101.Superseded values are not recommended for survey control.
 JM0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0101.See file dsdata.txt to determine how the superseded data were derived.
 JM0101
 JM0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH195316(NAD 83)
 JM0101_MARKER: DB = BENCH MARK DISK
 JM0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0101_STAMPING: K-144 1934
 JM0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0101+STABILITY: SURFACE MOTION
 JM0101
 JM0101  HISTORY     - Date     Condition        Report By
 JM0101  HISTORY     - 1934     MONUMENTED       CGS
 JM0101  HISTORY     - 1966     MARK NOT FOUND   USGS
 JM0101
 JM0101                          STATION DESCRIPTION
 JM0101
 JM0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0101'5.6 MI SE FROM NATURITA.
 JM0101'5.6 MILES SOUTHEAST OF, ALONG STATE HWY. 80, FROM NATURITA PUBLIC SCH.
 JM0101'ABOUT 2 MILES SOUTH OF JUNCTION OF STATE HWY. 80 AND STATE HWY. 145.
 JM0101'ABOUT .6 MILE SOUTHEAST OF SUMMIT OF HWY. OVER HILL.  ABOUT .1 MILE
 JM0101'NORTHWEST OF WOODEN HWY. BRIDGE OVER DRY WASH.  100 FEET SOUTH OF
 JM0101'OUTCROPPING OF ROCK ON SIDE OF HILL.  34 FEET NORTHEAST OF CENTERLINE
 JM0101'OF STATE HWY. 80.  27 FEET NORTHEAST OF NORTHEAST END OF CULVERT UNDER
 JM0101'HIGHWAY.  TABLET SET IN PRECAST CONCRETE POST.
 JM0101
 JM0101                          STATION RECOVERY (1966)
 JM0101
 JM0101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JM0101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0170 ***********************************************************************
 JM0170  DESIGNATION -  K 145
 JM0170  PID         -  JM0170
 JM0170  STATE/COUNTY-  CO/MONTROSE
 JM0170  USGS QUAD   -  DAVIS MESA (1994)
 JM0170
 JM0170                         *CURRENT SURVEY CONTROL
 JM0170  ___________________________________________________________________
 JM0170* NAD 83(1986)-  38 16 52.     (N)    108 48 26.     (W)     SCALED    
 JM0170* NAVD 88     -      1589.117  (meters)    5213.63   (feet)  ADJUSTED  
 JM0170  ___________________________________________________________________
 JM0170  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 JM0170  DYNAMIC HT  -        1587.327 (meters)    5207.76  (feet)  COMP
 JM0170  MODELED GRAV-     979,447.8   (mgal)                       NAVD 88
 JM0170
 JM0170  VERT ORDER  -  SECOND    CLASS 0
 JM0170
 JM0170.The horizontal coordinates were scaled from a topographic map and have
 JM0170.an estimated accuracy of +/- 6 seconds.
 JM0170
 JM0170.The orthometric height was determined by differential leveling
 JM0170.and adjusted by the National Geodetic Survey in June 1991..
 JM0170
 JM0170.The geoid height was determined by GEOID03.
 JM0170
 JM0170.The dynamic height is computed by dividing the NAVD 88
 JM0170.geopotential number by the normal gravity value computed on the
 JM0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0170.degrees latitude (g = 980.6199 gals.).
 JM0170
 JM0170.The modeled gravity was interpolated from observed gravity values.
 JM0170
 JM0170;                    North         East    Units  Estimated Accuracy
 JM0170;SPC CO S     -   489,100.      625,100.      MT  (+/- 180 meters Scaled)
 JM0170
 JM0170                          SUPERSEDED SURVEY CONTROL
 JM0170
 JM0170  NGVD 29 (??/??/92) 1587.945  (m)         5209.78   (f) ADJ UNCH    2 0
 JM0170
 JM0170.Superseded values are not recommended for survey control.
 JM0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0170.See file dsdata.txt to determine how the superseded data were derived.
 JM0170
 JM0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH917392(NAD 83)
 JM0170_MARKER: DB = BENCH MARK DISK
 JM0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0170_STAMPING: K-145 1934
 JM0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0170+STABILITY: SURFACE MOTION
 JM0170
 JM0170  HISTORY     - Date     Condition        Report By
 JM0170  HISTORY     - 1934     MONUMENTED       CGS
 JM0170  HISTORY     - 1960     GOOD             USGS
 JM0170
 JM0170                          STATION DESCRIPTION
 JM0170
 JM0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0170'11.8 MI SE FROM PARADOX.
 JM0170'11.8 MILES SOUTHEAST OF, ALONG STATE HWY. 90, FROM PARADOX POST
 JM0170'OFFICE.  ABOUT 4.9 MILES SOUTHEAST OF STEEL HIGHWAY BRIDGE OVER
 JM0170'DOLORES RIVER.  .8 MILE WEST OF SUMMIT OF HIGHWAY AT TOP OF HILL. 600
 JM0170'FEET WEST OF WOODEN HIGHWAY BRIDGE OVER DRY WASH AT BOTTOM OF WEST
 JM0170'SIDE OF HILL.  315 FEET SOUTH OF TELEPHONE POLE NO. 1371.  40 FEET
 JM0170'NORTHEAST OF NORTH END OF CULVERT UNDER HIGHWAY.  36 FEET NORTH OF
 JM0170'CENTERLINE OF STATE HWY. 90.  TABLET SET IN PRECAST CONCRETE POST.
 JM0170
 JM0170                          STATION RECOVERY (1960)
 JM0170
 JM0170'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 JM0170'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0005 ***********************************************************************
 HM0005  DESIGNATION -  K 148
 HM0005  PID         -  HM0005
 HM0005  STATE/COUNTY-  CO/SAN MIGUEL
 HM0005  USGS QUAD   -  LONE CONE (1976)
 HM0005
 HM0005                         *CURRENT SURVEY CONTROL
 HM0005  ___________________________________________________________________
 HM0005* NAD 83(1986)-  37 54 04.     (N)    108 19 57.     (W)     SCALED    
 HM0005* NAVD 88     -      2545.239  (meters)    8350.50   (feet)  ADJUSTED  
 HM0005  ___________________________________________________________________
 HM0005  GEOID HEIGHT-         -17.60  (meters)                     GEOID03
 HM0005  DYNAMIC HT  -        2541.863 (meters)    8339.43  (feet)  COMP
 HM0005  MODELED GRAV-     979,211.4   (mgal)                       NAVD 88
 HM0005
 HM0005  VERT ORDER  -  SECOND    CLASS 0
 HM0005
 HM0005.The horizontal coordinates were scaled from a topographic map and have
 HM0005.an estimated accuracy of +/- 6 seconds.
 HM0005
 HM0005.The orthometric height was determined by differential leveling
 HM0005.and adjusted by the National Geodetic Survey in June 1991..
 HM0005
 HM0005.The geoid height was determined by GEOID03.
 HM0005
 HM0005.The dynamic height is computed by dividing the NAVD 88
 HM0005.geopotential number by the normal gravity value computed on the
 HM0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0005.degrees latitude (g = 980.6199 gals.).
 HM0005
 HM0005.The modeled gravity was interpolated from observed gravity values.
 HM0005
 HM0005;                    North         East    Units  Estimated Accuracy
 HM0005;SPC CO S     -   445,580.      665,330.      MT  (+/- 180 meters Scaled)
 HM0005
 HM0005                          SUPERSEDED SURVEY CONTROL
 HM0005
 HM0005  NGVD 29 (??/??/92) 2543.783  (m)         8345.73   (f) ADJ UNCH    2 0
 HM0005
 HM0005.Superseded values are not recommended for survey control.
 HM0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0005.See file dsdata.txt to determine how the superseded data were derived.
 HM0005
 HM0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG345981(NAD 83)
 HM0005_MARKER: DB = BENCH MARK DISK
 HM0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0005_STAMPING: K-148 1934
 HM0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0005+STABILITY: SURFACE MOTION
 HM0005
 HM0005  HISTORY     - Date     Condition        Report By
 HM0005  HISTORY     - 1934     MONUMENTED       CGS
 HM0005  HISTORY     - 1964     MARK NOT FOUND   NGS
 HM0005
 HM0005                          STATION DESCRIPTION
 HM0005
 HM0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0005'21.4 MI S FROM NORWOOD.
 HM0005'21.4 MILES SOUTH OF, ALONG STATE HWY. 147, FROM NORWOOD PUBLIC SCHOOL.
 HM0005'ABOUT 0.3 MILE SOUTH OF WOODEN HWY. BRIDGE OVER SMALL CREEK. .2 MILE
 HM0005'NORTH OF WOODEN HIGHWAY BRIDGE OVER CREEK.  36 FEET SOUTHWEST OF
 HM0005'NORTHEAST EDGE OF ASPEN TREES.  30 FEET NORTHWEST OF CENTERLINE OF
 HM0005'STATE HWY. 147.  PRECAST POST SET ON OUTSIDE OF HIGHWAY CURVE AND ALSO
 HM0005'WHERE HIGHWAY PASSES ALONG SOUTHEAST SIDE OF ASPEN TREE. TABLET SET IN
 HM0005'PRECAST CONCRETE POST.
 HM0005
 HM0005                          STATION RECOVERY (1964)
 HM0005
 HM0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HM0005'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0298 ***********************************************************************
 HL0298  DESIGNATION -  K 149
 HL0298  PID         -  HL0298
 HL0298  STATE/COUNTY-  CO/DOLORES
 HL0298  USGS QUAD   -  MOUNT WILSON (1953)
 HL0298
 HL0298                         *CURRENT SURVEY CONTROL
 HL0298  ___________________________________________________________________
 HL0298* NAD 83(1992)-  37 47 47.58031(N)    107 56 10.13492(W)     ADJUSTED  
 HL0298* NAVD 88     -      3061.505  (meters)   10044.29   (feet)  ADJUSTED  
 HL0298  ___________________________________________________________________
 HL0298  X           -  -1,554,784.263 (meters)                     COMP
 HL0298  Y           -  -4,803,341.233 (meters)                     COMP
 HL0298  Z           -   3,889,490.967 (meters)                     COMP
 HL0298  LAPLACE CORR-           6.70  (seconds)                    DEFLEC99
 HL0298  ELLIP HEIGHT-        3045.35  (meters)          (12/03/02) GPS OBS
 HL0298  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 HL0298  DYNAMIC HT  -        3057.087 (meters)   10029.79  (feet)  COMP
 HL0298  MODELED GRAV-     979,074.9   (mgal)                       NAVD 88
 HL0298
 HL0298  HORZ ORDER  -  FIRST
 HL0298  VERT ORDER  -  SECOND    CLASS 0
 HL0298  ELLP ORDER  -  FOURTH    CLASS II
 HL0298
 HL0298.The horizontal coordinates were established by GPS observations
 HL0298.and adjusted by the National Geodetic Survey in March 1999..
 HL0298
 HL0298.The orthometric height was determined by differential leveling
 HL0298.and adjusted by the National Geodetic Survey in June 1991..
 HL0298
 HL0298.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HL0298
 HL0298.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0298
 HL0298.The ellipsoidal height was determined by GPS observations
 HL0298.and is referenced to NAD 83.
 HL0298
 HL0298.The geoid height was determined by GEOID03.
 HL0298
 HL0298.The dynamic height is computed by dividing the NAVD 88
 HL0298.geopotential number by the normal gravity value computed on the
 HL0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0298.degrees latitude (g = 980.6199 gals.).
 HL0298
 HL0298.The modeled gravity was interpolated from observed gravity values.
 HL0298
 HL0298;                    North         East     Units Scale Factor Converg.
 HL0298;SPC CO S     -   432,996.974   699,875.109   MT  0.99994561   -1 29 39.4
 HL0298;SPC CO S     - 1,420,590.91  2,296,173.59   sFT  0.99994561   -1 29 39.4
 HL0298;UTM  13      - 4,187,303.888   241,475.035   MT  1.00042328   -1 48 01.6
 HL0298;UTM  12      - 4,187,665.120   769,771.703   MT  1.00049648   +1 52 43.8
 HL0298
 HL0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0298!SPC CO S     -   0.99952236  x   0.99994561  =   0.99946799
 HL0298!UTM  13      -   0.99952236  x   1.00042328  =   0.99994544
 HL0298!UTM  12      -   0.99952236  x   1.00049648  =   1.00001860
 HL0298
 HL0298                          SUPERSEDED SURVEY CONTROL
 HL0298
 HL0298  ELLIP H (03/16/99) 3045.37   (m)                       GP(       ) 4 1
 HL0298  NAVD 88 (03/16/99) 3061.51   (m)        10044.3    (f) LEVELING    3  
 HL0298  NGVD 29 (??/??/92) 3059.788  (m)        10038.65   (f) ADJ UNCH    2 0
 HL0298
 HL0298.Superseded values are not recommended for survey control.
 HL0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0298.See file dsdata.txt to determine how the superseded data were derived.
 HL0298
 HL0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB4147587304(NAD 83)
 HL0298_MARKER: DB = BENCH MARK DISK
 HL0298_SETTING: 80 = SET IN A BOULDER
 HL0298_SP_SET: BOULDER
 HL0298_STAMPING: K 149 1934
 HL0298_MARK LOGO: CGS   
 HL0298_PROJECTION: FLUSH
 HL0298_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HL0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0298+STABILITY: SURFACE MOTION
 HL0298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HL0298+SATELLITE: SATELLITE OBSERVATIONS - January 20, 1998
 HL0298
 HL0298  HISTORY     - Date     Condition        Report By
 HL0298  HISTORY     - 1934     MONUMENTED       CGS
 HL0298  HISTORY     - 1952     GOOD             NGS
 HL0298  HISTORY     - 19980120 GOOD             CODOT
 HL0298
 HL0298                          STATION DESCRIPTION
 HL0298
 HL0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HL0298'9.9 MI SW FROM OPHIR.
 HL0298'IN DOLORES COUNTY, 9.9 MILES SOUTHWEST ALONG THE RIO GRANDE SOUTHERN
 HL0298'ABANDONED RIGHT-OF-WAY, FROM THE OLD STATION AT OPHIR, SAN MIGUEL
 HL0298'COUNTY, 140 FEET NORTHEAST OF A DIRT ROAD CROSSING, 400 FEET EAST OF A
 HL0298'FORD CROSSING, 680 FEET EAST OF A BRIDGE WITH ROAD FORKS ON EACH SIDE,
 HL0298'50 FEET NORTHWEST OF CENTERLINE OF ABANDONED RIGHT-OF-WAY, IN THE TOP
 HL0298'OF A LARGE 8 BY 6 FOOT GRANITE BOULDER.  A STANDARD DISK STAMPED K 149
 HL0298'1934.
 HL0298
 HL0298                          STATION RECOVERY (1998)
 HL0298
 HL0298'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (RSC)
 HL0298'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) SOUTH-SOUTHEAST OF LIZARD
 HL0298'HEAD MOUNTAIN, 2.8 MI (4.5 KM) WEST-NORTHWEST OF SHEEP MOUNTAIN AND
 HL0298'1.8 MI (2.9 KM) SOUTHWEST OF LIZARD HEAD PASS, AT STATE HIGHWAY 145
 HL0298'MILEPOST 57.55.  OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION
 HL0298'RIGHT-OF-WAY TO REACH THE STATION FROM THE INTERSECTION OF STATE
 HL0298'HIGHWAY 145 AND STATE HIGHWAY 145 SPUR (THE ROAD TO TELLURIDE) , GO
 HL0298'SOUTH ON STATE HIGHWAY 145 FOR 9.1 MI (14.6 KM) TO THE MATTERHORN
 HL0298'RANGERS STATION. CONTINUE SOUTH ON STATE HIGHWAY 145 FOR 2.7 MI (4.3
 HL0298'KM) TO LIZARD HEAD PASS.  CONTINUE AHEAD ON STATE HIGHWAY 145 FOR 1.95
 HL0298'MI (3.14 KM) TO THE CROSS MOUNTAIN TRAIL PULLOUT AND THE STATION ON
 HL0298'THE RIGHT THE MARK IS A STANDARD DISK SET INTO THE TOP CENTER OF A
 HL0298'PARTIALLY EXPOSED BOULDER, 2.8 M (9.2 FT) BY 2.8 M (9.2 FT) AND
 HL0298'PROJECTING 0.4 M (1.3 FT) ABOVE THE GROUND.  IT IS 45.1 M (148.0 FT)
 HL0298'NORTH FROM WHERE THE HIGHWAY AND THE TRAIL INTERSECT, 34.6 M (113.5
 HL0298'FT) NORTHWEST FROM THE CENTER LINE OF STATE HIGHWAY 145, 1.5 M (4.9
 HL0298'FT) WEST FROM A WITNESS POST AND ABOUT 1 M (3.3 FT) BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0013 ***********************************************************************
 LK0013  DESIGNATION -  K 15
 LK0013  PID         -  LK0013
 LK0013  STATE/COUNTY-  CO/SEDGWICK
 LK0013  USGS QUAD   -  VENANGO SW (1980)
 LK0013
 LK0013                         *CURRENT SURVEY CONTROL
 LK0013  ___________________________________________________________________
 LK0013* NAD 83(1986)-  40 48 29.     (N)    102 13 42.     (W)     SCALED    
 LK0013* NAVD 88     -      1138.915  (meters)    3736.59   (feet)  ADJUSTED  
 LK0013  ___________________________________________________________________
 LK0013  GEOID HEIGHT-         -20.64  (meters)                     GEOID03
 LK0013  DYNAMIC HT  -        1138.141 (meters)    3734.05  (feet)  COMP
 LK0013  MODELED GRAV-     979,904.5   (mgal)                       NAVD 88
 LK0013
 LK0013  VERT ORDER  -  FIRST     CLASS II
 LK0013
 LK0013.The horizontal coordinates were scaled from a topographic map and have
 LK0013.an estimated accuracy of +/- 6 seconds.
 LK0013
 LK0013.The orthometric height was determined by differential leveling
 LK0013.and adjusted by the National Geodetic Survey in June 1991..
 LK0013
 LK0013.The geoid height was determined by GEOID03.
 LK0013
 LK0013.The dynamic height is computed by dividing the NAVD 88
 LK0013.geopotential number by the normal gravity value computed on the
 LK0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0013.degrees latitude (g = 980.6199 gals.).
 LK0013
 LK0013.The modeled gravity was interpolated from observed gravity values.
 LK0013
 LK0013;                    North         East    Units  Estimated Accuracy
 LK0013;SPC CO N     -   473,640.    1,190,400.      MT  (+/- 180 meters Scaled)
 LK0013
 LK0013                          SUPERSEDED SURVEY CONTROL
 LK0013
 LK0013  NGVD 29 (??/??/92) 1138.458  (m)         3735.09   (f) ADJ UNCH    1 2
 LK0013
 LK0013.Superseded values are not recommended for survey control.
 LK0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0013.See file dsdata.txt to determine how the superseded data were derived.
 LK0013
 LK0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF337211(NAD 83)
 LK0013_MARKER: DB = BENCH MARK DISK
 LK0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0013_STAMPING: 3735.091 K 15 1926
 LK0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0013+STABILITY: SURFACE MOTION
 LK0013
 LK0013  HISTORY     - Date     Condition        Report By
 LK0013  HISTORY     - 1926     MONUMENTED       CGS
 LK0013  HISTORY     - 1941     GOOD             NGS
 LK0013  HISTORY     - 1960     MARK NOT FOUND   USGS
 LK0013
 LK0013                          STATION DESCRIPTION
 LK0013
 LK0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LK0013'13 MI S FROM JULESBURG.
 LK0013'ABOUT 13 MILES SOUTH ALONG STATE HIGHWAY 51 FROM JULESBURG, AT
 LK0013'THE INTERSECTION OF AN EAST-AND-WEST ROAD, 31.9 FEET NORTH OF THE
 LK0013'ROAD, 27.6 FT. WEST OF THE HIGHWAY, 12 FT. EAST OF A FENCE CORNER, AND
 LK0013'AT THE EDGE OF A BORROW DITCH.  A STANDARD DISK, STAMPED 3735.091
 LK0013'K 15 1926 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 IN.
 LK0013'ABOVE GROUND.
 LK0013
 LK0013                          STATION RECOVERY (1960)
 LK0013
 LK0013'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LK0013'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0114 ***********************************************************************
 LN0114  DESIGNATION -  K 151
 LN0114  PID         -  LN0114
 LN0114  STATE/COUNTY-  CO/RIO BLANCO
 LN0114  USGS QUAD   -  RANGELY (1972)
 LN0114
 LN0114                         *CURRENT SURVEY CONTROL
 LN0114  ___________________________________________________________________
 LN0114* NAD 83(1986)-  40 05 14.     (N)    108 46 53.     (W)     SCALED    
 LN0114* NAVD 88     -      1604.798  (meters)    5265.07   (feet)  ADJUSTED  
 LN0114  ___________________________________________________________________
 LN0114  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 LN0114  DYNAMIC HT  -        1603.322 (meters)    5260.23  (feet)  COMP
 LN0114  MODELED GRAV-     979,649.7   (mgal)                       NAVD 88
 LN0114
 LN0114  VERT ORDER  -  FIRST     CLASS II
 LN0114
 LN0114.The horizontal coordinates were scaled from a topographic map and have
 LN0114.an estimated accuracy of +/- 6 seconds.
 LN0114
 LN0114.The orthometric height was determined by differential leveling
 LN0114.and adjusted by the National Geodetic Survey in June 1991..
 LN0114
 LN0114.The geoid height was determined by GEOID03.
 LN0114
 LN0114.The dynamic height is computed by dividing the NAVD 88
 LN0114.geopotential number by the normal gravity value computed on the
 LN0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0114.degrees latitude (g = 980.6199 gals.).
 LN0114
 LN0114.The modeled gravity was interpolated from observed gravity values.
 LN0114
 LN0114;                    North         East    Units  Estimated Accuracy
 LN0114;SPC CO N     -   393,680.      634,620.      MT  (+/- 180 meters Scaled)
 LN0114
 LN0114                          SUPERSEDED SURVEY CONTROL
 LN0114
 LN0114  NGVD 29 (??/??/92) 1603.605  (m)         5261.16   (f) ADJ UNCH    1 2
 LN0114
 LN0114.Superseded values are not recommended for survey control.
 LN0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0114.See file dsdata.txt to determine how the superseded data were derived.
 LN0114
 LN0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK891397(NAD 83)
 LN0114_MARKER: DB = BENCH MARK DISK
 LN0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0114_STAMPING: K 151 1934
 LN0114_MARK LOGO: CGS   
 LN0114_PROJECTION: PROJECTING 10 CENTIMETERS
 LN0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0114+STABILITY: SURFACE MOTION
 LN0114
 LN0114  HISTORY     - Date     Condition        Report By
 LN0114  HISTORY     - 1934     MONUMENTED       CGS
 LN0114  HISTORY     - 1961     GOOD             USGS
 LN0114  HISTORY     - 1984     GOOD             NGS
 LN0114  HISTORY     - 19900604 MARK NOT FOUND   CODH
 LN0114
 LN0114                          STATION DESCRIPTION
 LN0114
 LN0114'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 LN0114'0.5 MI E FROM RANGELY.
 LN0114'0.5 MI E ALONG HIGHWAY 64 FROM POST OFFICE.  185 FEET SOUTH OF, 125
 LN0114'FEET EAST OF CENTER LINE OF PRESENT HIGHWAY 64 AT Y-RD.  ABOVE
 LN0114'JUNCTION NE., A STANDARD DISK, STAMPED K 151 1934 AND SET IN TOP OF A
 LN0114'CONCRETE POST.
 LN0114
 LN0114                          STATION RECOVERY (1984)
 LN0114
 LN0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0114'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.4 KM (0.85
 LN0114'MI) EAST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE IN RANGELY, 0.4
 LN0114'KM (0.25 MI) WEST OF THE INTERSECTION OF STATE HIGHWAY 139, 0.3 KM
 LN0114'(0.2 MI) EAST OF A SMALL ROADSIDE PARK, 57.3 M (188.0 FT) SOUTH OF THE
 LN0114'CENTERLINE OF THE HIGHWAY, AND 27.0 (88.6 FT) NORTHEAST OF THE CENTER
 LN0114'OF A DIRT ROAD
 LN0114'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 LN0114'THE MARK IS 3.1 M ABOVE THE HIGHWAY.
 LN0114
 LN0114                          STATION RECOVERY (1990)
 LN0114
 LN0114'RECOVERY NOTE BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1990
 LN0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0098 ***********************************************************************
 KM0098  DESIGNATION -  K 152
 KM0098  PID         -  KM0098
 KM0098  STATE/COUNTY-  CO/RIO BLANCO
 KM0098  USGS QUAD   -  TEXAS MOUNTAIN (1964)
 KM0098
 KM0098                         *CURRENT SURVEY CONTROL
 KM0098  ___________________________________________________________________
 KM0098* NAD 83(1986)-  39 47 28.     (N)    108 46 15.     (W)     SCALED    
 KM0098* NAVD 88     -      1880.694  (meters)    6170.24   (feet)  ADJUSTED  
 KM0098  ___________________________________________________________________
 KM0098  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 KM0098  DYNAMIC HT  -        1878.839 (meters)    6164.16  (feet)  COMP
 KM0098  MODELED GRAV-     979,573.1   (mgal)                       NAVD 88
 KM0098
 KM0098  VERT ORDER  -  SECOND    CLASS 0
 KM0098
 KM0098.The horizontal coordinates were scaled from a topographic map and have
 KM0098.an estimated accuracy of +/- 6 seconds.
 KM0098
 KM0098.The orthometric height was determined by differential leveling
 KM0098.and adjusted by the National Geodetic Survey in June 1991..
 KM0098
 KM0098.The geoid height was determined by GEOID03.
 KM0098
 KM0098.The dynamic height is computed by dividing the NAVD 88
 KM0098.geopotential number by the normal gravity value computed on the
 KM0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0098.degrees latitude (g = 980.6199 gals.).
 KM0098
 KM0098.The modeled gravity was interpolated from observed gravity values.
 KM0098
 KM0098;                    North         East    Units  Estimated Accuracy
 KM0098;SPC CO N     -   360,790.      634,310.      MT  (+/- 180 meters Scaled)
 KM0098
 KM0098                          SUPERSEDED SURVEY CONTROL
 KM0098
 KM0098  NGVD 29 (??/??/92) 1879.448  (m)         6166.16   (f) ADJ UNCH    2 0
 KM0098
 KM0098.Superseded values are not recommended for survey control.
 KM0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0098.See file dsdata.txt to determine how the superseded data were derived.
 KM0098
 KM0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK908069(NAD 83)
 KM0098_MARKER: DB = BENCH MARK DISK
 KM0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KM0098_STAMPING: K-152 1934
 KM0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0098+STABILITY: SURFACE MOTION
 KM0098
 KM0098  HISTORY     - Date     Condition        Report By
 KM0098  HISTORY     - 1934     MONUMENTED       CGS
 KM0098  HISTORY     - 1964     MARK NOT FOUND   USGS
 KM0098  HISTORY     - 1984     MARK NOT FOUND   NGS
 KM0098
 KM0098                          STATION DESCRIPTION
 KM0098
 KM0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KM0098'15.3 MI N FROM DOUGLAS PASS.
 KM0098'15.3 NORTH OF DOUGLAS PASS B.M., ALONG STATE HWY. 139 ABOUT 0.3 MILE
 KM0098'SOUTH OF PLACE WHERE HIGHWAY MAKES SHARP TURN AROUND RED ROCK POINT.
 KM0098'450 FEET SOUTHEAST OF SOUTHEAST END OF SHORT WOODEN TRUSS HIGHWAY
 KM0098'BRIDGE ACROSS WASH COMING IN FROM SOUTHWEST.  40 FEET EAST OF
 KM0098'CENTERLINE OF STATE HWY. 139.  TABLET SET IN PRECAST CONCRETE POST.
 KM0098
 KM0098                          STATION RECOVERY (1964)
 KM0098
 KM0098'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 KM0098'MARK NOT FOUND.
 KM0098
 KM0098                          STATION RECOVERY (1984)
 KM0098
 KM0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KM0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0059 ***********************************************************************
 KM0059  DESIGNATION -  K 153
 KM0059  PID         -  KM0059
 KM0059  STATE/COUNTY-  CO/MESA
 KM0059  USGS QUAD   -  MACK (1973)
 KM0059
 KM0059                         *CURRENT SURVEY CONTROL
 KM0059  ___________________________________________________________________
 KM0059* NAD 83(1986)-  39 12 00.     (N)    108 48 50.     (W)     SCALED    
 KM0059* NAVD 88     -      1384.625  (meters)    4542.72   (feet)  ADJUSTED  
 KM0059  ___________________________________________________________________
 KM0059  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 KM0059  DYNAMIC HT  -        1383.312 (meters)    4538.42  (feet)  COMP
 KM0059  MODELED GRAV-     979,631.2   (mgal)                       NAVD 88
 KM0059
 KM0059  VERT ORDER  -  FIRST     CLASS II
 KM0059
 KM0059.The horizontal coordinates were scaled from a topographic map and have
 KM0059.an estimated accuracy of +/- 6 seconds.
 KM0059
 KM0059.The orthometric height was determined by differential leveling
 KM0059.and adjusted by the National Geodetic Survey in June 1991..
 KM0059.WARNING-Repeat measurements at this control monument indicate possible
 KM0059.vertical movement.
 KM0059
 KM0059.The geoid height was determined by GEOID03.
 KM0059
 KM0059.The dynamic height is computed by dividing the NAVD 88
 KM0059.geopotential number by the normal gravity value computed on the
 KM0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0059.degrees latitude (g = 980.6199 gals.).
 KM0059
 KM0059.The modeled gravity was interpolated from observed gravity values.
 KM0059
 KM0059;                    North         East    Units  Estimated Accuracy
 KM0059;SPC CO C     -   461,730.      628,220.      MT  (+/- 180 meters Scaled)
 KM0059
 KM0059                          SUPERSEDED SURVEY CONTROL
 KM0059
 KM0059  NGVD 29 (??/??/92) 1383.667  (m)         4539.58   (f) ADJ UNCH    1 2
 KM0059
 KM0059.Superseded values are not recommended for survey control.
 KM0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0059.See file dsdata.txt to determine how the superseded data were derived.
 KM0059
 KM0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ887412(NAD 83)
 KM0059_MARKER: DB = BENCH MARK DISK
 KM0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KM0059_STAMPING: K-153 1934
 KM0059_MARK LOGO: CGS   
 KM0059_PROJECTION: PROJECTING 5 CENTIMETERS
 KM0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0059+STABILITY: SURFACE MOTION
 KM0059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0059+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2004
 KM0059
 KM0059  HISTORY     - Date     Condition        Report By
 KM0059  HISTORY     - 1934     MONUMENTED       CGS
 KM0059  HISTORY     - 1984     GOOD             NGS
 KM0059  HISTORY     - 20040702 GOOD             NGS
 KM0059
 KM0059                          STATION DESCRIPTION
 KM0059
 KM0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KM0059'IN LOMA.
 KM0059'IN THE TOWN OF LOMA, AT THE SCHOOL BUILDING.  390 FEET WEST OF
 KM0059'CENTERLINE OF STATE HWY. 139.  156 FEET EAST OF NORTHEAST CORNER OF
 KM0059'LOMA SCHOOL.  36 FEET NORTH OF CENTERLINE OF DRIVEWAY TO SCHOOL.  6
 KM0059'FEET NORTH OF TELEPHONE POLE NO. 2.  TABLET SET IN PRECAST CONCRETE
 KM0059'POST.
 KM0059
 KM0059                          STATION RECOVERY (1984)
 KM0059
 KM0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KM0059'RECOVERED IN GOOD CONDTION.  A NEW DESCRIPTION FOLLOWS.  0.3 KM (0.2
 KM0059'MI) NORTHERLY ALONG STATE HIGHWAY 139 FROM THE POST OFFICE IN LOMA,
 KM0059'112.0 M (367.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 47.5 M
 KM0059'(155.8 FT) EAST OF THE NORTHEAST CORNER OF THE OLD LOMA SCHOOL
 KM0059'BUILDING, 6.7 M (22.0 FT) NORTH OF THE CENTER OF THE DRIVEWAY LEADING
 KM0059'WEST TO THE SCHOOL BUILDING, AND 2.2 M (7.2 FT) NORTH OF UTILITY POLE
 KM0059'NUMBER BL.
 KM0059'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 KM0059'THE MARK IS ABOVE LEVEL WITH THE DRIVEWAY.
 KM0059
 KM0059                          STATION RECOVERY (2004)
 KM0059
 KM0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 KM0059'STATION IS BEHIND NEW LOMA POST OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0121 ***********************************************************************
 LN0121  DESIGNATION -  K 154
 LN0121  PID         -  LN0121
 LN0121  STATE/COUNTY-  CO/MOFFAT
 LN0121  USGS QUAD   -  DIVIDE CREEK (1962)
 LN0121
 LN0121                         *CURRENT SURVEY CONTROL
 LN0121  ___________________________________________________________________
 LN0121* NAD 83(1986)-  40 13 55.     (N)    108 33 21.     (W)     SCALED    
 LN0121* NAVD 88     -      1749.939  (meters)    5741.26   (feet)  ADJUSTED  
 LN0121  ___________________________________________________________________
 LN0121  GEOID HEIGHT-         -16.33  (meters)                     GEOID03
 LN0121  DYNAMIC HT  -        1748.311 (meters)    5735.92  (feet)  COMP
 LN0121  MODELED GRAV-     979,633.4   (mgal)                       NAVD 88
 LN0121
 LN0121  VERT ORDER  -  SECOND    CLASS 0
 LN0121
 LN0121.The horizontal coordinates were scaled from a topographic map and have
 LN0121.an estimated accuracy of +/- 6 seconds.
 LN0121
 LN0121.The orthometric height was determined by differential leveling
 LN0121.and adjusted by the National Geodetic Survey in June 1991..
 LN0121
 LN0121.The geoid height was determined by GEOID03.
 LN0121
 LN0121.The dynamic height is computed by dividing the NAVD 88
 LN0121.geopotential number by the normal gravity value computed on the
 LN0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0121.degrees latitude (g = 980.6199 gals.).
 LN0121
 LN0121.The modeled gravity was interpolated from observed gravity values.
 LN0121
 LN0121;                    North         East    Units  Estimated Accuracy
 LN0121;SPC CO N     -   409,050.      654,400.      MT  (+/- 180 meters Scaled)
 LN0121
 LN0121                          SUPERSEDED SURVEY CONTROL
 LN0121
 LN0121  NGVD 29 (??/??/92) 1748.701  (m)         5737.20   (f) ADJ UNCH    2 0
 LN0121
 LN0121.Superseded values are not recommended for survey control.
 LN0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0121.See file dsdata.txt to determine how the superseded data were derived.
 LN0121
 LN0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK079563(NAD 83)
 LN0121_MARKER: DB = BENCH MARK DISK
 LN0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0121_STAMPING: K-154 1934
 LN0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0121+STABILITY: SURFACE MOTION
 LN0121
 LN0121  HISTORY     - Date     Condition        Report By
 LN0121  HISTORY     - 1934     MONUMENTED       CGS
 LN0121  HISTORY     - 1962     MARK NOT FOUND   USGS
 LN0121
 LN0121                          STATION DESCRIPTION
 LN0121
 LN0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0121'5.2 MI SE FROM MASSADONA.
 LN0121'5.2 MILES SOUTHEAST OF MASSADONA B.M. ALONG WOLF CREEK RD.  AT ROAD
 LN0121'FORK, SUMMIT OF VERY STEEP HILL.  THIRD MESA WEST AFTER CROSSING WOLF
 LN0121'CREEK THE SECOND TIME.  30 FEET SOUTH OF CENTERLINE OF WOLF CREEK
 LN0121'ROAD.  18 FEET NORTHWEST OF CENTERLINE OF ROAD LEADING SOUTHWEST.
 LN0121'TABLET SET IN PRECAST CONCRETE POST.
 LN0121
 LN0121                          STATION RECOVERY (1962)
 LN0121
 LN0121'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LN0121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0500 ***********************************************************************
 KL0500  DESIGNATION -  K 156
 KL0500  PID         -  KL0500
 KL0500  STATE/COUNTY-  CO/PITKIN
 KL0500  USGS QUAD   -  MOUNT SOPRIS (1987)
 KL0500
 KL0500                         *CURRENT SURVEY CONTROL
 KL0500  ___________________________________________________________________
 KL0500* NAD 83(1986)-  39 16 17.     (N)    107 13 31.     (W)     SCALED    
 KL0500* NAVD 88     -      2027.155  (meters)    6650.76   (feet)  ADJUSTED  
 KL0500  ___________________________________________________________________
 KL0500  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 KL0500  DYNAMIC HT  -        2024.720 (meters)    6642.77  (feet)  COMP
 KL0500  MODELED GRAV-     979,356.1   (mgal)                       NAVD 88
 KL0500
 KL0500  VERT ORDER  -  SECOND    CLASS 0
 KL0500
 KL0500.The horizontal coordinates were scaled from a topographic map and have
 KL0500.an estimated accuracy of +/- 6 seconds.
 KL0500
 KL0500.The orthometric height was determined by differential leveling
 KL0500.and adjusted by the National Geodetic Survey in June 1991..
 KL0500
 KL0500.The geoid height was determined by GEOID03.
 KL0500
 KL0500.The dynamic height is computed by dividing the NAVD 88
 KL0500.geopotential number by the normal gravity value computed on the
 KL0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0500.degrees latitude (g = 980.6199 gals.).
 KL0500
 KL0500.The modeled gravity was interpolated from observed gravity values.
 KL0500
 KL0500;                    North         East    Units  Estimated Accuracy
 KL0500;SPC CO C     -   465,850.      765,540.      MT  (+/- 180 meters Scaled)
 KL0500
 KL0500                          SUPERSEDED SURVEY CONTROL
 KL0500
 KL0500  NGVD 29 (??/??/92) 2025.602  (m)         6645.66   (f) ADJ UNCH    2 0
 KL0500
 KL0500.Superseded values are not recommended for survey control.
 KL0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0500.See file dsdata.txt to determine how the superseded data were derived.
 KL0500
 KL0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD080492(NAD 83)
 KL0500_MARKER: DB = BENCH MARK DISK
 KL0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0500_STAMPING: K 156 1934
 KL0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0500+STABILITY: SURFACE MOTION
 KL0500
 KL0500  HISTORY     - Date     Condition        Report By
 KL0500  HISTORY     - 1934     MONUMENTED       CGS
 KL0500  HISTORY     - 1961     GOOD             USGS
 KL0500  HISTORY     - 19950816 GOOD             USPSQD
 KL0500
 KL0500                          STATION DESCRIPTION
 KL0500
 KL0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KL0500'7.0 MI N FROM REDSTONE.
 KL0500'7.0 MILES NORTH ALONG THE OLD ROADBED OF THE ABANDONED CRYSTAL RIVER
 KL0500'AND SAN JUAN RAILROAD FROM THE STATION AT REDSTONE, 115 FEET SOUTH OF
 KL0500'A FENCE AND CATTLE GUARD, 113 FEET EAST OF THE EAST END OF A
 KL0500'PRIVATE-ROAD BRIDGE OVER CRYSTAL RIVER, 75 FEET SOUTHEAST OF THE
 KL0500'CENTERLINE OF A ROAD LEADING TO THE DOM STAFFEL RANCH IN 1934, AND 30
 KL0500'FEET WEST OF THE CENTERLINE OF THE OLD ROADBED.  A STANDARD DISK,
 KL0500'STAMPED K 156 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KL0500
 KL0500                          STATION RECOVERY (1961)
 KL0500
 KL0500'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 KL0500'RECOVERED IN GOOD CONDITION.
 KL0500
 KL0500                          STATION RECOVERY (1995)
 KL0500
 KL0500'RECOVERY NOTE BY US POWER SQUADRON 1995
 KL0500'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0265 ***********************************************************************
 JL0265  DESIGNATION -  K 157
 JL0265  PID         -  JL0265
 JL0265  STATE/COUNTY-  CO/GUNNISON
 JL0265  USGS QUAD   -  PAONIA RESERVOIR (1964)
 JL0265
 JL0265                         *CURRENT SURVEY CONTROL
 JL0265  ___________________________________________________________________
 JL0265* NAD 83(1986)-  38 56 30.     (N)    107 17 16.     (W)     SCALED    
 JL0265* NAVD 88     -      2237.213  (meters)    7339.92   (feet)  ADJUSTED  
 JL0265  ___________________________________________________________________
 JL0265  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 JL0265  DYNAMIC HT  -        2234.594 (meters)    7331.33  (feet)  COMP
 JL0265  MODELED GRAV-     979,377.0   (mgal)                       NAVD 88
 JL0265
 JL0265  VERT ORDER  -  SECOND    CLASS 0
 JL0265
 JL0265.The horizontal coordinates were scaled from a topographic map and have
 JL0265.an estimated accuracy of +/- 6 seconds.
 JL0265
 JL0265.The orthometric height was determined by differential leveling
 JL0265.and adjusted by the National Geodetic Survey in June 1991..
 JL0265
 JL0265.The geoid height was determined by GEOID03.
 JL0265
 JL0265.The dynamic height is computed by dividing the NAVD 88
 JL0265.geopotential number by the normal gravity value computed on the
 JL0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0265.degrees latitude (g = 980.6199 gals.).
 JL0265
 JL0265.The modeled gravity was interpolated from observed gravity values.
 JL0265
 JL0265;                    North         East    Units  Estimated Accuracy
 JL0265;SPC CO C     -   429,360.      759,430.      MT  (+/- 180 meters Scaled)
 JL0265
 JL0265                          SUPERSEDED SURVEY CONTROL
 JL0265
 JL0265  NGVD 29 (??/??/92) 2235.707  (m)         7334.98   (f) ADJ UNCH    2 0
 JL0265
 JL0265.Superseded values are not recommended for survey control.
 JL0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0265.See file dsdata.txt to determine how the superseded data were derived.
 JL0265
 JL0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD017127(NAD 83)
 JL0265_MARKER: DB = BENCH MARK DISK
 JL0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0265_STAMPING: K 157 1934
 JL0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0265+STABILITY: SURFACE MOTION
 JL0265
 JL0265  HISTORY     - Date     Condition        Report By
 JL0265  HISTORY     - 1934     MONUMENTED       CGS
 JL0265  HISTORY     - 1964     GOOD             USGS
 JL0265
 JL0265                          STATION DESCRIPTION
 JL0265
 JL0265'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 JL0265'8.1 MI SE FROM BARDINE.
 JL0265'8.1 MILES ALONG STATE HIGHWAY 135 FROM ITS INTERSECTION WITH STATE
 JL0265'HIGHWAY 133, 0.7 MILE NORTHWEST OF A RANCH HOUSE, 210 FEET NORTH OF A
 JL0265'GATE, 100 FEET NORTH OF CENTER OF ROAD AT A CULVERT, 32 FEET WEST OF A
 JL0265'DIKE AT THE WEST END OF A SWAMP, 30 FEET EAST OF THE CENTERLINE OF THE
 JL0265'HIGHWAY, 2 FEET WEST OF A FENCE, A STANDARD DISK STAMPED K 157 1934 IN
 JL0265'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0530 ***********************************************************************
 KL0530  DESIGNATION -  K 158
 KL0530  PID         -  KL0530
 KL0530  STATE/COUNTY-  CO/GARFIELD
 KL0530  USGS QUAD   -  CARBONDALE (1987)
 KL0530
 KL0530                         *CURRENT SURVEY CONTROL
 KL0530  ___________________________________________________________________
 KL0530* NAD 83(1986)-  39 23 51.     (N)    107 10 23.     (W)     SCALED    
 KL0530* NAVD 88     -      1901.710  (meters)    6239.19   (feet)  ADJUSTED  
 KL0530  ___________________________________________________________________
 KL0530  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 KL0530  DYNAMIC HT  -        1899.610 (meters)    6232.30  (feet)  COMP
 KL0530  MODELED GRAV-     979,456.0   (mgal)                       NAVD 88
 KL0530
 KL0530  VERT ORDER  -  SECOND    CLASS 0
 KL0530
 KL0530.The horizontal coordinates were scaled from a topographic map and have
 KL0530.an estimated accuracy of +/- 6 seconds.
 KL0530
 KL0530.The orthometric height was determined by differential leveling
 KL0530.and adjusted by the National Geodetic Survey in June 1991..
 KL0530
 KL0530.The geoid height was determined by GEOID03.
 KL0530
 KL0530.The dynamic height is computed by dividing the NAVD 88
 KL0530.geopotential number by the normal gravity value computed on the
 KL0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0530.degrees latitude (g = 980.6199 gals.).
 KL0530
 KL0530.The modeled gravity was interpolated from observed gravity values.
 KL0530
 KL0530;                    North         East    Units  Estimated Accuracy
 KL0530;SPC CO C     -   479,760.      770,300.      MT  (+/- 180 meters Scaled)
 KL0530
 KL0530                          SUPERSEDED SURVEY CONTROL
 KL0530
 KL0530  NGVD 29 (??/??/92) 1900.350  (m)         6234.73   (f) ADJ UNCH    2 0
 KL0530
 KL0530.Superseded values are not recommended for survey control.
 KL0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0530.See file dsdata.txt to determine how the superseded data were derived.
 KL0530
 KL0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD128631(NAD 83)
 KL0530_MARKER: DB = BENCH MARK DISK
 KL0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0530_STAMPING: K 158 1934
 KL0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0530+STABILITY: SURFACE MOTION
 KL0530
 KL0530  HISTORY     - Date     Condition        Report By
 KL0530  HISTORY     - 1934     MONUMENTED       CGS
 KL0530  HISTORY     - 1960     MARK NOT FOUND   USGS
 KL0530  HISTORY     - 20030703 MARK NOT FOUND   USPSQD
 KL0530
 KL0530                          STATION DESCRIPTION
 KL0530
 KL0530'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 KL0530'2.3 MI SE FROM CARBONDALE.
 KL0530'2.3 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KL0530'FROM THE STATION AT CARBONDALE, GARFIELD COUNTY, 405 FEET EAST OF
 KL0530'MILEPOST 375, 420 FEET EAST OF CATTLE GUARD, OPPOSITE THE A. CUAZ
 KL0530'RANCH HOUSE, 63 FEET EAST OF THE CENTER OF A ROAD CROSSING, 92 FEET
 KL0530'SOUTH OF THE CENTERLINE OF THE ROAD, 35 FEET SOUTH OF THE CENTERLINE
 KL0530'OF THE TRACK, 12 FEET NORTH OF A FENCE AND A ROW OF COTTONWOOD TREES,
 KL0530'AND 6 FEET WEST OF POLE.  A STANDARD DISK, STAMPED K 158 1934 AND SET
 KL0530'IN THE TOP OF A CONCRETE POST.
 KL0530
 KL0530                          STATION RECOVERY (2003)
 KL0530
 KL0530'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 KL0530'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0290 ***********************************************************************
 JL0290  DESIGNATION -  K 160
 JL0290  PID         -  JL0290
 JL0290  STATE/COUNTY-  CO/GUNNISON
 JL0290  USGS QUAD   -  SOMERSET (1978)
 JL0290
 JL0290                         *CURRENT SURVEY CONTROL
 JL0290  ___________________________________________________________________
 JL0290* NAD 83(1986)-  38 56 15.     (N)    107 22 59.     (W)     SCALED    
 JL0290* NAVD 88     -      1902.076  (meters)    6240.39   (feet)  ADJUSTED  
 JL0290  ___________________________________________________________________
 JL0290  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 JL0290  DYNAMIC HT  -        1899.848 (meters)    6233.08  (feet)  COMP
 JL0290  MODELED GRAV-     979,390.3   (mgal)                       NAVD 88
 JL0290
 JL0290  VERT ORDER  -  SECOND    CLASS 0
 JL0290
 JL0290.The horizontal coordinates were scaled from a topographic map and have
 JL0290.an estimated accuracy of +/- 6 seconds.
 JL0290
 JL0290.The orthometric height was determined by differential leveling
 JL0290.and adjusted by the National Geodetic Survey in June 1991..
 JL0290
 JL0290.The geoid height was determined by GEOID03.
 JL0290
 JL0290.The dynamic height is computed by dividing the NAVD 88
 JL0290.geopotential number by the normal gravity value computed on the
 JL0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0290.degrees latitude (g = 980.6199 gals.).
 JL0290
 JL0290.The modeled gravity was interpolated from observed gravity values.
 JL0290
 JL0290;                    North         East    Units  Estimated Accuracy
 JL0290;SPC CO C     -   429,060.      751,160.      MT  (+/- 180 meters Scaled)
 JL0290
 JL0290                          SUPERSEDED SURVEY CONTROL
 JL0290
 JL0290  NGVD 29 (??/??/92) 1900.560  (m)         6235.42   (f) ADJ UNCH    2 0
 JL0290
 JL0290.Superseded values are not recommended for survey control.
 JL0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0290.See file dsdata.txt to determine how the superseded data were derived.
 JL0290
 JL0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD934125(NAD 83)
 JL0290_MARKER: DB = BENCH MARK DISK
 JL0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0290_STAMPING: K 160 1934
 JL0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0290+STABILITY: SURFACE MOTION
 JL0290
 JL0290  HISTORY     - Date     Condition        Report By
 JL0290  HISTORY     - 1934     MONUMENTED       CGS
 JL0290  HISTORY     - 1940     GOOD             NGS
 JL0290  HISTORY     - 1964     POOR             USGS
 JL0290
 JL0290                          STATION DESCRIPTION
 JL0290
 JL0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 JL0290'1.5 MI W FROM BARDINE.
 JL0290'1.5 MILES WEST ALONG STATE HIGHWAY 135 FROM THE JUNCTION OF STATE
 JL0290'HIGHWAY 133 AT BARDINE, GUNNISON COUNTY, 255 FEET SOUTHWEST OF A BROWN
 JL0290'LOG HOUSE WITH A STONE CHIMNEY, 195 FEET SOUTHWEST OF A SMALL WOODEN
 JL0290'BRIDGE, 84 FEET WEST OF THE WEST CORNER OF A LARGE TIN-ROOFED BARN ON
 JL0290'THE SOUTHEAST SIDE OF THE HIGHWAY, 23 FEET NORTHWEST OF THE CENTERLINE
 JL0290'OF THE HIGHWAY, 2.7 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND
 JL0290'1 FOOT SOUTHEAST OF A FENCE.  A STANDARD DISK, STAMPED K 160 1934 AND
 JL0290'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 JL0290'NOTE-- BM NOW PROJECTS ABOUT 2 FT ON STEEP CUT BANK.
 JL0290
 JL0290                          STATION RECOVERY (1964)
 JL0290
 JL0290'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JL0290'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0038 ***********************************************************************
 HL0038  DESIGNATION -  K 161
 HL0038  PID         -  HL0038
 HL0038  STATE/COUNTY-  CO/SAGUACHE
 HL0038  USGS QUAD   -  LA GARITA (1968)
 HL0038
 HL0038                         *CURRENT SURVEY CONTROL
 HL0038  ___________________________________________________________________
 HL0038* NAD 83(1986)-  37 48 21.     (N)    106 08 51.     (W)     SCALED    
 HL0038* NAVD 88     -      2330.269  (meters)    7645.22   (feet)  ADJUSTED  
 HL0038  ___________________________________________________________________
 HL0038  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 HL0038  DYNAMIC HT  -        2327.248 (meters)    7635.31  (feet)  COMP
 HL0038  MODELED GRAV-     979,249.9   (mgal)                       NAVD 88
 HL0038
 HL0038  VERT ORDER  -  SECOND    CLASS 0
 HL0038
 HL0038.The horizontal coordinates were scaled from a topographic map and have
 HL0038.an estimated accuracy of +/- 6 seconds.
 HL0038
 HL0038.The orthometric height was determined by differential leveling
 HL0038.and adjusted by the National Geodetic Survey in June 1991..
 HL0038
 HL0038.The geoid height was determined by GEOID03.
 HL0038
 HL0038.The dynamic height is computed by dividing the NAVD 88
 HL0038.geopotential number by the normal gravity value computed on the
 HL0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0038.degrees latitude (g = 980.6199 gals.).
 HL0038
 HL0038.The modeled gravity was interpolated from observed gravity values.
 HL0038
 HL0038;                    North         East    Units  Estimated Accuracy
 HL0038;SPC CO S     -   431,430.      857,380.      MT  (+/- 180 meters Scaled)
 HL0038
 HL0038                          SUPERSEDED SURVEY CONTROL
 HL0038
 HL0038  NGVD 29 (??/??/92) 2328.876  (m)         7640.65   (f) ADJ UNCH    2 0
 HL0038
 HL0038.Superseded values are not recommended for survey control.
 HL0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0038.See file dsdata.txt to determine how the superseded data were derived.
 HL0038
 HL0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB989848(NAD 83)
 HL0038_MARKER: DB = BENCH MARK DISK
 HL0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0038_STAMPING: K-161 1934
 HL0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0038+STABILITY: SURFACE MOTION
 HL0038
 HL0038  HISTORY     - Date     Condition        Report By
 HL0038  HISTORY     - 1934     MONUMENTED       CGS
 HL0038  HISTORY     - 1967     MARK NOT FOUND   USGS
 HL0038
 HL0038                          STATION DESCRIPTION
 HL0038
 HL0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0038'15.4 MI N FROM MONTE VISTA.
 HL0038'15.4 MILES NORTH OF JCT. OF HWYS. NO. 15 AND 160 AT MONTE VISTA. ABOUT
 HL0038'0.4 MILE SOUTH OF L.M. GARDENERS RANCH HOUSE.  ABOUT 0.4 MILE NORTH OF
 HL0038'NORTH END OF WOODEN HWY. BRIDGE.  ABOUT 0.3 MILE NORTH OF W.C. PALMERS
 HL0038'RANCH HOUSE.  27 FEET EAST OF CENTERLINE OF HWY. NO. 15. 18 FEET SOUTH
 HL0038'OF SOUTHEAST CORNER OF INTERSECTION OF CROSS ROAD AND HWY. 15. 18 FEET
 HL0038'SOUTHWEST OF SOUTH END OF GALVANIZED PIPE UNDER CROSS ROAD ON EAST
 HL0038'SIDE OF HWY.  4 FEET NORTH OF FENCE RUNNING EAST. 3 FEET EAST OF FENCE
 HL0038'PARALLELING HWY. NO. 15.  TABLET SET IN PRECAST CONCRETE POST.
 HL0038
 HL0038                          STATION RECOVERY (1967)
 HL0038
 HL0038'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HL0038'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0039 ***********************************************************************
 HL0039  DESIGNATION -  K 161 RESET
 HL0039  PID         -  HL0039
 HL0039  STATE/COUNTY-  CO/SAGUACHE
 HL0039  USGS QUAD   -  LA GARITA (1968)
 HL0039
 HL0039                         *CURRENT SURVEY CONTROL
 HL0039  ___________________________________________________________________
 HL0039* NAD 83(1986)-  37 48 21.     (N)    106 08 51.     (W)     SCALED    
 HL0039* NAVD 88     -      2330.18   (meters)    7644.9    (feet)  RESET     
 HL0039  ___________________________________________________________________
 HL0039  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 HL0039
 HL0039  VERT ORDER  -  THIRD
 HL0039
 HL0039.The horizontal coordinates were scaled from a topographic map and have
 HL0039.an estimated accuracy of +/- 6 seconds.
 HL0039
 HL0039.The orthometric height was computed from unverified reset data.
 HL0039.No vertical observational check was made to the station.
 HL0039
 HL0039.The geoid height was determined by GEOID03.
 HL0039
 HL0039;                    North         East    Units  Estimated Accuracy
 HL0039;SPC CO S     -   431,430.      857,380.      MT  (+/- 180 meters Scaled)
 HL0039
 HL0039                          SUPERSEDED SURVEY CONTROL
 HL0039
 HL0039  NGVD 29 (??/??/??) 2328.79   (m)         7640.4    (f) RESET       3  
 HL0039
 HL0039.Superseded values are not recommended for survey control.
 HL0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0039.See file dsdata.txt to determine how the superseded data were derived.
 HL0039
 HL0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB989848(NAD 83)
 HL0039_MARKER: DB = BENCH MARK DISK
 HL0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0039_STAMPING: K 161 RESET 1936
 HL0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0039+STABILITY: SURFACE MOTION
 HL0039
 HL0039  HISTORY     - Date     Condition        Report By
 HL0039  HISTORY     - 1936     MONUMENTED       CODH
 HL0039
 HL0039                          STATION DESCRIPTION
 HL0039
 HL0039'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1936
 HL0039'15.4 MI N FROM MONTE VISTA.
 HL0039'IN SAGUACHE COUNTY, ABOUT 15.4 MILES NORTH ALONG U.S. HIGHWAY 285 FROM
 HL0039'THE JUNCTION OF U.S. HIGHWAY 160 AT MONTE VISTA, RIO GRANDE COUNTY,
 HL0039'ABOUT 0.4 MILE SOUTH OF THE L.M. GARDNER RANCH HOUSE, ABOUT 0.4 MILE
 HL0039'NORTH OF THE NORTH END OF A WOODEN BRIDGE, ABOUT 0.5 MILE NORTH OF THE
 HL0039'W.C. PALMER RANCH HOUSE, AT THE SOUTHEAST QUARTER OF A ROAD
 HL0039'INTERSECTION, 74 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND 4
 HL0039'FEET NORTH OF AN EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED K 161
 HL0039'RESET 1936 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0010 ***********************************************************************
 HL0010  DESIGNATION -  K 163
 HL0010  PID         -  HL0010
 HL0010  STATE/COUNTY-  CO/RIO GRANDE
 HL0010  USGS QUAD   -  MONTE VISTA (1964)
 HL0010
 HL0010                         *CURRENT SURVEY CONTROL
 HL0010  ___________________________________________________________________
 HL0010* NAD 83(1986)-  37 35 39.     (N)    106 10 34.     (W)     SCALED    
 HL0010* NAVD 88     -      2340.833  (meters)    7679.88   (feet)  ADJUSTED  
 HL0010  ___________________________________________________________________
 HL0010  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 HL0010  DYNAMIC HT  -        2337.726 (meters)    7669.69  (feet)  COMP
 HL0010  MODELED GRAV-     979,218.8   (mgal)                       NAVD 88
 HL0010
 HL0010  VERT ORDER  -  SECOND    CLASS 0
 HL0010
 HL0010.The horizontal coordinates were scaled from a topographic map and have
 HL0010.an estimated accuracy of +/- 6 seconds.
 HL0010
 HL0010.The orthometric height was determined by differential leveling
 HL0010.and adjusted by the National Geodetic Survey in June 1991..
 HL0010
 HL0010.The geoid height was determined by GEOID03.
 HL0010
 HL0010.The dynamic height is computed by dividing the NAVD 88
 HL0010.geopotential number by the normal gravity value computed on the
 HL0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0010.degrees latitude (g = 980.6199 gals.).
 HL0010
 HL0010.The modeled gravity was interpolated from observed gravity values.
 HL0010
 HL0010;                    North         East    Units  Estimated Accuracy
 HL0010;SPC CO S     -   407,950.      854,700.      MT  (+/- 180 meters Scaled)
 HL0010
 HL0010                          SUPERSEDED SURVEY CONTROL
 HL0010
 HL0010  NGVD 29 (??/??/92) 2339.430  (m)         7675.28   (f) ADJ UNCH    2 0
 HL0010
 HL0010.Superseded values are not recommended for survey control.
 HL0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0010.See file dsdata.txt to determine how the superseded data were derived.
 HL0010
 HL0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB961614(NAD 83)
 HL0010_MARKER: DB = BENCH MARK DISK
 HL0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0010_STAMPING: K 163 1934
 HL0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0010+STABILITY: SURFACE MOTION
 HL0010
 HL0010  HISTORY     - Date     Condition        Report By
 HL0010  HISTORY     - 1934     MONUMENTED       CGS
 HL0010
 HL0010                          STATION DESCRIPTION
 HL0010
 HL0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0010'2.3 MI W FROM MONTE VISTA.
 HL0010'2.3 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 HL0010'MONTE VISTA, RIO GRANDE COUNTY, 141 FEET NORTHWEST OF MILE POST 271,
 HL0010'200 FEET SOUTH OF AN IRRIGATION CANAL, 174 FEET WEST OF A GATE BETWEEN
 HL0010'A PASTURE AND A CULTIVATED FIELD, 3 FEET SOUTH OF A POLE, 49 FEET
 HL0010'NORTH OF THE CENTERLINE OF THE TRACK, AND 5 FEET SOUTH OF A PASTURE
 HL0010'FENCE PARALLELING THE TRACK.  A STANDARD DISK, STAMPED K 163 1934 AND
 HL0010'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2127 ***********************************************************************
 KK2127  DESIGNATION -  K 165 RESET
 KK2127  PID         -  KK2127
 KK2127  STATE/COUNTY-  CO/JEFFERSON
 KK2127  USGS QUAD   -  GOLDEN (1994)
 KK2127
 KK2127                         *CURRENT SURVEY CONTROL
 KK2127  ___________________________________________________________________
 KK2127* NAD 83(1986)-  39 51 38.     (N)    105 13 38.     (W)     SCALED    
 KK2127* NAVD 88     -      1858.22   (meters)    6096.5    (feet)  RESET     
 KK2127  ___________________________________________________________________
 KK2127  GEOID HEIGHT-         -15.73  (meters)                     GEOID03
 KK2127
 KK2127  VERT ORDER  -  THIRD
 KK2127
 KK2127.The horizontal coordinates were scaled from a topographic map and have
 KK2127.an estimated accuracy of +/- 6 seconds.
 KK2127
 KK2127.The orthometric height was computed from unverified reset data.
 KK2127.No vertical observational check was made to the station.
 KK2127
 KK2127.The geoid height was determined by GEOID03.
 KK2127
 KK2127;                    North         East    Units  Estimated Accuracy
 KK2127;SPC CO C     -   529,880.      937,740.      MT  (+/- 180 meters Scaled)
 KK2127
 KK2127                          SUPERSEDED SURVEY CONTROL
 KK2127
 KK2127  NGVD 29 (03/28/06) 1857.06   (m)         6092.7    (f) RESET       3  
 KK2127
 KK2127.Superseded values are not recommended for survey control.
 KK2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2127.See file dsdata.txt to determine how the superseded data were derived.
 KK2127
 KK2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE805123(NAD 83)
 KK2127_MARKER: I = METAL ROD
 KK2127_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK2127_SP_SET: STAINLESS STEEL ROD
 KK2127_STAMPING: K 165 RESET 1985
 KK2127_MARK LOGO: NGS   
 KK2127_PROJECTION: FLUSH
 KK2127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK2127_ROD/PIPE-DEPTH: 6.71 meters
 KK2127
 KK2127  HISTORY     - Date     Condition        Report By
 KK2127  HISTORY     - 1985     MONUMENTED       NGS
 KK2127
 KK2127                          STATION DESCRIPTION
 KK2127
 KK2127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KK2127'15.6 KM (9.70 MI) NW FROM ARVADA.
 KK2127'12.0 KM (7.45 MI) NORTHERLY ALONG STATE HIGHWAY 93 FROM ITS JUNCTION
 KK2127'WITH STATE HIGHWAY 58 IN GOLDEN, THENCE 0.8 KM (0.50 MI) EAST ALONG
 KK2127'THE DENVER AND RIO GRANDE WESTERN RAILROAD TRACKS, 36.3 M (119.1 FT)
 KK2127'EAST OF A TELEPHONE POLE NUMBERED 127, 12.6 M (41.3 FT) NORTH OF THE
 KK2127'CENTER OF THE TRACKS, 10.4 M (34.1 FT) NORTHWEST OF THE NO
 KK2127'TRESPASSING SIGN FOR THE RAILROAD, 4.7 M (15.4 FT) WEST OF A
 KK2127'TELEPHONE POLE, AND ABOUT 55 M (180.4 FT) NORTHEAST OF THE OLD BENCH
 KK2127'MARK.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KK2127'THE MARK IS 0.5 FT  SE FROM  A WITNESS POST
 KK2127'THE MARK IS 3.9 FT BELOW RAILROAD TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0132 ***********************************************************************
 HM0132  DESIGNATION -  K 166
 HM0132  PID         -  HM0132
 HM0132  STATE/COUNTY-  CO/DOLORES
 HM0132  USGS QUAD   -  CAHONE (1994)
 HM0132
 HM0132                         *CURRENT SURVEY CONTROL
 HM0132  ___________________________________________________________________
 HM0132* NAD 83(1986)-  37 38 45.     (N)    108 46 25.     (W)     SCALED    
 HM0132* NAVD 88     -      2081.184  (meters)    6828.02   (feet)  ADJUSTED  
 HM0132  ___________________________________________________________________
 HM0132  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 HM0132  DYNAMIC HT  -        2078.595 (meters)    6819.52  (feet)  COMP
 HM0132  MODELED GRAV-     979,312.0   (mgal)                       NAVD 88
 HM0132
 HM0132  VERT ORDER  -  SECOND    CLASS 0
 HM0132
 HM0132.The horizontal coordinates were scaled from a topographic map and have
 HM0132.an estimated accuracy of +/- 6 seconds.
 HM0132
 HM0132.The orthometric height was determined by differential leveling
 HM0132.and adjusted by the National Geodetic Survey in June 1991..
 HM0132
 HM0132.The geoid height was determined by GEOID03.
 HM0132
 HM0132.The dynamic height is computed by dividing the NAVD 88
 HM0132.geopotential number by the normal gravity value computed on the
 HM0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0132.degrees latitude (g = 980.6199 gals.).
 HM0132
 HM0132.The modeled gravity was interpolated from observed gravity values.
 HM0132
 HM0132;                    North         East    Units  Estimated Accuracy
 HM0132;SPC CO S     -   418,530.      625,570.      MT  (+/- 180 meters Scaled)
 HM0132
 HM0132                          SUPERSEDED SURVEY CONTROL
 HM0132
 HM0132  NGVD 29 (??/??/92) 2079.989  (m)         6824.10   (f) ADJ UNCH    2 0
 HM0132
 HM0132.Superseded values are not recommended for survey control.
 HM0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0132.See file dsdata.txt to determine how the superseded data were derived.
 HM0132
 HM0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG964688(NAD 83)
 HM0132_MARKER: DB = BENCH MARK DISK
 HM0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0132_STAMPING: K-166 1934
 HM0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0132+STABILITY: SURFACE MOTION
 HM0132
 HM0132  HISTORY     - Date     Condition        Report By
 HM0132  HISTORY     - 1934     MONUMENTED       CGS
 HM0132
 HM0132                          STATION DESCRIPTION
 HM0132
 HM0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0132'3.3 MI E FROM CAHONE.
 HM0132'3.3 MILES EAST OF, ALONG U. S. HWY. 160, FROM CAHONE PUBLIC SCH. ABOUT
 HM0132'1 MILE NORTHWEST OF DOLORES-MONTEZUMA COUNTY LINE AT INTERSECTION OF
 HM0132'HIGHWAY. .25 MILE SOUTH OF LITTLE GROVE PUBLIC SCHOOL. 42 FEET SOUTH
 HM0132'OF CENTERLINE OF DIRT ROAD RUNNING EAST AND WEST. 30 FEET EAST OF
 HM0132'CENTERLINE OF U. S. HIGHWAY 160.  10 FEET SOUTH OF NORTHWEST CORNER OF
 HM0132'FENCE.  2.4 FEET SOUTH OF TELEPHONE POLE. 1.8 FEET WEST OF FENCE LINE.
 HM0132'NOTE-- 1954 REPORTS THIS BM 2 MILES EAST AND 1 MILE SOUTH OF CAHONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0952 ***********************************************************************
 KK0952  DESIGNATION -  K 167
 KK0952  PID         -  KK0952
 KK0952  STATE/COUNTY-  CO/PARK
 KK0952  USGS QUAD   -  FARNUM PEAK (1956)
 KK0952
 KK0952                         *CURRENT SURVEY CONTROL
 KK0952  ___________________________________________________________________
 KK0952* NAD 83(1986)-  39 12 08.     (N)    105 33 45.     (W)     SCALED    
 KK0952* NAVD 88     -      2688.814  (meters)    8821.55   (feet)  ADJUSTED  
 KK0952  ___________________________________________________________________
 KK0952  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 KK0952  DYNAMIC HT  -        2685.571 (meters)    8810.91  (feet)  COMP
 KK0952  MODELED GRAV-     979,323.4   (mgal)                       NAVD 88
 KK0952
 KK0952  VERT ORDER  -  SECOND    CLASS 0
 KK0952
 KK0952.The horizontal coordinates were scaled from a topographic map and have
 KK0952.an estimated accuracy of +/- 6 seconds.
 KK0952
 KK0952.The orthometric height was determined by differential leveling
 KK0952.and adjusted by the National Geodetic Survey in June 1991..
 KK0952
 KK0952.The geoid height was determined by GEOID03.
 KK0952
 KK0952.The dynamic height is computed by dividing the NAVD 88
 KK0952.geopotential number by the normal gravity value computed on the
 KK0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0952.degrees latitude (g = 980.6199 gals.).
 KK0952
 KK0952.The modeled gravity was interpolated from observed gravity values.
 KK0952
 KK0952;                    North         East    Units  Estimated Accuracy
 KK0952;SPC CO C     -   456,760.      909,000.      MT  (+/- 180 meters Scaled)
 KK0952
 KK0952                          SUPERSEDED SURVEY CONTROL
 KK0952
 KK0952  NGVD 29 (??/??/92) 2687.390  (m)         8816.88   (f) ADJ UNCH    2 0
 KK0952
 KK0952.Superseded values are not recommended for survey control.
 KK0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0952.See file dsdata.txt to determine how the superseded data were derived.
 KK0952
 KK0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD514393(NAD 83)
 KK0952_MARKER: DB = BENCH MARK DISK
 KK0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0952_STAMPING: K 167 1934
 KK0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0952+STABILITY: SURFACE MOTION
 KK0952
 KK0952  HISTORY     - Date     Condition        Report By
 KK0952  HISTORY     - 1934     MONUMENTED       CGS
 KK0952  HISTORY     - 1954     GOOD             NGS
 KK0952
 KK0952                          STATION DESCRIPTION
 KK0952
 KK0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0952'20 MI SE FROM JEFFERSON.
 KK0952'20.0 MILES SOUTHEAST ALONG STATE HIGHWAY 77 FROM THE GRAMMAR SCHOOL
 KK0952'AT JEFFERSON, PARK COUNTY, 22 FEET WEST OF A WATERCOURSE, 16 FEET
 KK0952'NORTH OF A 3-BY 5-FOOT BOULDER ON THE TOP OF A RIDGE, AND 31 FEET
 KK0952'NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 KK0952'K 167 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0129 ***********************************************************************
 HL0129  DESIGNATION -  K 168
 HL0129  PID         -  HL0129
 HL0129  STATE/COUNTY-  CO/MINERAL
 HL0129  USGS QUAD   -  CREEDE (1986)
 HL0129
 HL0129                         *CURRENT SURVEY CONTROL
 HL0129  ___________________________________________________________________
 HL0129* NAD 83(1986)-  37 47 00.     (N)    106 59 56.     (W)     SCALED    
 HL0129* NAVD 88     -      2693.119  (meters)    8835.67   (feet)  ADJUSTED  
 HL0129  ___________________________________________________________________
 HL0129  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 HL0129  DYNAMIC HT  -        2689.353 (meters)    8823.32  (feet)  COMP
 HL0129  MODELED GRAV-     979,134.5   (mgal)                       NAVD 88
 HL0129
 HL0129  VERT ORDER  -  SECOND    CLASS 0
 HL0129
 HL0129.The horizontal coordinates were scaled from a topographic map and have
 HL0129.an estimated accuracy of +/- 6 seconds.
 HL0129
 HL0129.The orthometric height was determined by differential leveling
 HL0129.and adjusted by the National Geodetic Survey in June 1991..
 HL0129
 HL0129.The geoid height was determined by GEOID03.
 HL0129
 HL0129.The dynamic height is computed by dividing the NAVD 88
 HL0129.geopotential number by the normal gravity value computed on the
 HL0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0129.degrees latitude (g = 980.6199 gals.).
 HL0129
 HL0129.The modeled gravity was interpolated from observed gravity values.
 HL0129
 HL0129;                    North         East    Units  Estimated Accuracy
 HL0129;SPC CO S     -   429,790.      782,380.      MT  (+/- 180 meters Scaled)
 HL0129
 HL0129                          SUPERSEDED SURVEY CONTROL
 HL0129
 HL0129  NGVD 29 (??/??/92) 2691.448  (m)         8830.19   (f) ADJ UNCH    2 0
 HL0129
 HL0129.Superseded values are not recommended for survey control.
 HL0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0129.See file dsdata.txt to determine how the superseded data were derived.
 HL0129
 HL0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB239836(NAD 83)
 HL0129_MARKER: DB = BENCH MARK DISK
 HL0129_SETTING: 80 = SET IN A BOULDER
 HL0129_SP_SET: BOULDER
 HL0129_STAMPING: K 168 1934
 HL0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0129+STABILITY: SURFACE MOTION
 HL0129
 HL0129  HISTORY     - Date     Condition        Report By
 HL0129  HISTORY     - 1934     MONUMENTED       CGS
 HL0129
 HL0129                          STATION DESCRIPTION
 HL0129
 HL0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0129'8.3 MI SW FROM CREEDE.
 HL0129'8.3 MILES SOUTHWEST ALONG STATE HIGHWAY 149 FROM THE DENVER AND RIO
 HL0129'GRANDE WESTERN RAILROAD STATION AT CREEDE, MINERAL COUNTY, 0.2 MILE
 HL0129'NORTH OF A SMALL RANCH HOUSE, 180 FEET WEST OF THE WEST SIDE OF RIO
 HL0129'GRANDE RIVER, 135 FEET SOUTHEAST OF THE SOUTH END OF A ROCK FILL WITH
 HL0129'GUARD RAILS ON BOTH SIDES, 90 FEET NORTHEAST OF A POLE, 90 FEET OF THE
 HL0129'CENTERLINE OF THE HIGHWAY, 25.8 FEET SOUTHWEST OF A SPRUCE TREE, IN A
 HL0129'9-BY 6-1/2-FOOT BOULDER, AND 1 FOOT ABOVE GROUND.  A STANDARD DISK,
 HL0129'STAMPED K 168 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0319 ***********************************************************************
 JL0319  DESIGNATION -  K 169
 JL0319  PID         -  JL0319
 JL0319  STATE/COUNTY-  CO/HINSDALE
 JL0319  USGS QUAD   -  LAKE CITY (1982)
 JL0319
 JL0319                         *CURRENT SURVEY CONTROL
 JL0319  ___________________________________________________________________
 JL0319* NAD 83(1986)-  38 00 45.     (N)    107 18 47.     (W)     SCALED    
 JL0319* NAVD 88     -      2691.823  (meters)    8831.42   (feet)  ADJUSTED  
 JL0319  ___________________________________________________________________
 JL0319  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 JL0319  DYNAMIC HT  -        2688.083 (meters)    8819.15  (feet)  COMP
 JL0319  MODELED GRAV-     979,143.3   (mgal)                       NAVD 88
 JL0319
 JL0319  VERT ORDER  -  SECOND    CLASS 0
 JL0319
 JL0319.The horizontal coordinates were scaled from a topographic map and have
 JL0319.an estimated accuracy of +/- 6 seconds.
 JL0319
 JL0319.The orthometric height was determined by differential leveling
 JL0319.and adjusted by the National Geodetic Survey in June 1991..
 JL0319
 JL0319.The geoid height was determined by GEOID03.
 JL0319
 JL0319.The dynamic height is computed by dividing the NAVD 88
 JL0319.geopotential number by the normal gravity value computed on the
 JL0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0319.degrees latitude (g = 980.6199 gals.).
 JL0319
 JL0319.The modeled gravity was interpolated from observed gravity values.
 JL0319
 JL0319;                    North         East    Units  Estimated Accuracy
 JL0319;SPC CO S     -   455,710.      755,200.      MT  (+/- 180 meters Scaled)
 JL0319
 JL0319                          SUPERSEDED SURVEY CONTROL
 JL0319
 JL0319  NGVD 29 (??/??/92) 2690.070  (m)         8825.67   (f) ADJ UNCH    2 0
 JL0319
 JL0319.Superseded values are not recommended for survey control.
 JL0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0319.See file dsdata.txt to determine how the superseded data were derived.
 JL0319
 JL0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC969097(NAD 83)
 JL0319_MARKER: DB = BENCH MARK DISK
 JL0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0319_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0319_STAMPING: K 169 1934
 JL0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0319+STABILITY: SURFACE MOTION
 JL0319
 JL0319  HISTORY     - Date     Condition        Report By
 JL0319  HISTORY     - 1934     MONUMENTED       CGS
 JL0319  HISTORY     - 1963     MARK NOT FOUND   USGS
 JL0319  HISTORY     - 19910613 MARK NOT FOUND   USPSQD
 JL0319
 JL0319                          STATION DESCRIPTION
 JL0319
 JL0319'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 JL0319'2.0 MI SE FROM LAKE CITY.
 JL0319'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 149 FROM THE DENVER AND RIO
 JL0319'GRANDE WESTERN RAILROAD (NOW ABANDONED) STATION AT LAKE CITY, HINSDALE
 JL0319'COUNTY, 57 FEET NORTHEAST OF THE EAST CORNER OF THE MINER BRICK AND
 JL0319'WOOD HOUSE, 56 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 33
 JL0319'FEET EAST OF A 10-INCH FIR TREE, AND 7 FEET SOUTHWEST OF A 10-INCH
 JL0319'ASPEN TREE.  A STANDARD DISK, STAMPED K 169 1934 AND SET IN THE TOP OF
 JL0319'A CONCRETE POST.
 JL0319
 JL0319                          STATION RECOVERY (1991)
 JL0319
 JL0319'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 JL0319'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0263 ***********************************************************************
 LK0263  DESIGNATION -  K 17
 LK0263  PID         -  LK0263
 LK0263  STATE/COUNTY-  CO/MORGAN
 LK0263  USGS QUAD   -  BRUSH WEST (1984)
 LK0263
 LK0263                         *CURRENT SURVEY CONTROL
 LK0263  ___________________________________________________________________
 LK0263* NAD 83(1986)-  40 17 23.     (N)    103 41 50.     (W)     SCALED    
 LK0263* NAVD 88     -      1287.727  (meters)    4224.82   (feet)  POSTED    
 LK0263  ___________________________________________________________________
 LK0263  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 LK0263  DYNAMIC HT  -        1286.700 (meters)    4221.45  (feet)  COMP
 LK0263  MODELED GRAV-     979,786.9   (mgal)                       NAVD 88
 LK0263
 LK0263  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LK0263
 LK0263.The horizontal coordinates were scaled from a topographic map and have
 LK0263.an estimated accuracy of +/- 6 seconds.
 LK0263
 LK0263.The orthometric height was determined by differential leveling
 LK0263.and adjusted by the National Geodetic Survey in 1992..
 LK0263.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LK0263.rate of 0.0 thru 1.0 mm/km.
 LK0263
 LK0263.The geoid height was determined by GEOID03.
 LK0263
 LK0263.The dynamic height is computed by dividing the NAVD 88
 LK0263.geopotential number by the normal gravity value computed on the
 LK0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0263.degrees latitude (g = 980.6199 gals.).
 LK0263
 LK0263.The modeled gravity was interpolated from observed gravity values.
 LK0263
 LK0263;                    North         East    Units  Estimated Accuracy
 LK0263;SPC CO N     -   412,550.    1,067,680.      MT  (+/- 180 meters Scaled)
 LK0263
 LK0263                          SUPERSEDED SURVEY CONTROL
 LK0263
 LK0263  NGVD 29 (??/??/92) 1287.049  (m)         4222.59   (f) ADJ UNCH    1 2
 LK0263
 LK0263.Superseded values are not recommended for survey control.
 LK0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0263.See file dsdata.txt to determine how the superseded data were derived.
 LK0263
 LK0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE107607(NAD 83)
 LK0263_MARKER: DB = BENCH MARK DISK
 LK0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0263_STAMPING: ELEV 4222.711 FT K 17 1926
 LK0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0263+STABILITY: SURFACE MOTION
 LK0263
 LK0263  HISTORY     - Date     Condition        Report By
 LK0263  HISTORY     - 1926     MONUMENTED       CGS
 LK0263  HISTORY     - 1934     GOOD             NGS
 LK0263  HISTORY     - 1984     MARK NOT FOUND   NGS
 LK0263
 LK0263                          STATION DESCRIPTION
 LK0263
 LK0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LK0263'6 MI SW FROM SNYDER.
 LK0263'ABOUT 6 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM SNYDER,
 LK0263'AT ROAD CROSSING 93.06, 44.9 FEET NORTH OF THE NORTH RAIL, 27.8 FEET
 LK0263'WEST OF A NORTH-AND-SOUTH ROAD, 25.6 FEET SOUTH OF AN EAST-AND-WEST
 LK0263'ROAD, 2.3 FEET WEST OF A POINT 1.7 FEET SOUTH OF A FENCE CORNER.
 LK0263'A STANDARD DISK, STAMPED ELEV. 4222.711 FT. K 17 1926 AND SET IN THE
 LK0263'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 LK0263
 LK0263                          STATION RECOVERY (1984)
 LK0263
 LK0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LK0263'THERE HAS BEEN GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0173 ***********************************************************************
 JL0173  DESIGNATION -  K 170
 JL0173  PID         -  JL0173
 JL0173  STATE/COUNTY-  CO/GUNNISON
 JL0173  USGS QUAD   -  IRIS (1962)
 JL0173
 JL0173                         *CURRENT SURVEY CONTROL
 JL0173  ___________________________________________________________________
 JL0173* NAD 83(1986)-  38 26 54.     (N)    106 45 28.     (W)     SCALED    
 JL0173* NAVD 88     -      2430.211  (meters)    7973.12   (feet)  ADJUSTED  
 JL0173  ___________________________________________________________________
 JL0173  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 JL0173  DYNAMIC HT  -        2427.168 (meters)    7963.13  (feet)  COMP
 JL0173  MODELED GRAV-     979,289.0   (mgal)                       NAVD 88
 JL0173
 JL0173  VERT ORDER  -  SECOND    CLASS 0
 JL0173
 JL0173.The horizontal coordinates were scaled from a topographic map and have
 JL0173.an estimated accuracy of +/- 6 seconds.
 JL0173
 JL0173.The orthometric height was determined by differential leveling
 JL0173.and adjusted by the National Geodetic Survey in June 1991..
 JL0173
 JL0173.The geoid height was determined by GEOID03.
 JL0173
 JL0173.The dynamic height is computed by dividing the NAVD 88
 JL0173.geopotential number by the normal gravity value computed on the
 JL0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0173.degrees latitude (g = 980.6199 gals.).
 JL0173
 JL0173.The modeled gravity was interpolated from observed gravity values.
 JL0173
 JL0173;                    North         East    Units  Estimated Accuracy
 JL0173;SPC CO C     -   373,830.      804,610.      MT  (+/- 180 meters Scaled)
 JL0173
 JL0173                          SUPERSEDED SURVEY CONTROL
 JL0173
 JL0173  NGVD 29 (??/??/92) 2428.661  (m)         7968.03   (f) ADJ UNCH    2 0
 JL0173
 JL0173.Superseded values are not recommended for survey control.
 JL0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0173.See file dsdata.txt to determine how the superseded data were derived.
 JL0173
 JL0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC466570(NAD 83)
 JL0173_MARKER: DB = BENCH MARK DISK
 JL0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0173_STAMPING: K 170 1934
 JL0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0173+STABILITY: SURFACE MOTION
 JL0173
 JL0173  HISTORY     - Date     Condition        Report By
 JL0173  HISTORY     - 1934     MONUMENTED       CGS
 JL0173  HISTORY     - 1968     GOOD             NGS
 JL0173  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0173
 JL0173                          STATION DESCRIPTION
 JL0173
 JL0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0173'4.0 MI W FROM PARLIN.
 JL0173'ABOUT 4.0 MILES WEST ALONG U.S. HIGHWAY 50 FROM PARLIN, GUNNISON
 JL0173'COUNTY, THENCE ABOUT 5.7 MILES SOUTH ALONG STATE HIGHWAY 114, ABOUT
 JL0173'300 FEET SOUTHEAST OF THE SOUTHEAST BANK OF COCHETOPA CREEK, 67.1 FEET
 JL0173'NORTH OF THE WEST END OF A GALVANIZED IRON-PIPE CULVERT, 54.1 FEET
 JL0173'WEST OF THE CENTER LINE OF THE HIGHWAY, 3.8 FEET SOUTHWEST OF THE
 JL0173'NORTHEAST CORNER FENCE POST OF A PASTURE FENCE, 2.6 FEET SOUTH OF AN
 JL0173'EAST-AND-WEST FENCE, AND 1.7 FEET WEST OF THE RIGHT-OF-WAY FENCE. A
 JL0173'STANDARD DISK, STAMPED K 170 1934 AND SET IN THE TOP OF A CONCRETE
 JL0173'POST.
 JL0173
 JL0173                          STATION RECOVERY (1968)
 JL0173
 JL0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JL0173'RECOVERED IN GOOD CONDITION.
 JL0173
 JL0173                          STATION RECOVERY (1984)
 JL0173
 JL0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0128 ***********************************************************************
 JL0128  DESIGNATION -  K 171 RESET
 JL0128  PID         -  JL0128
 JL0128  STATE/COUNTY-  CO/SAGUACHE
 JL0128  USGS QUAD   -  LAUGHLIN GULCH (1967)
 JL0128
 JL0128                         *CURRENT SURVEY CONTROL
 JL0128  ___________________________________________________________________
 JL0128* NAD 83(1986)-  38 07 21.     (N)    106 21 22.     (W)     SCALED    
 JL0128* NAVD 88     -      2500.75   (meters)    8204.5    (feet)  RESET     
 JL0128  ___________________________________________________________________
 JL0128  GEOID HEIGHT-         -15.06  (meters)                     GEOID03
 JL0128
 JL0128  VERT ORDER  -  THIRD
 JL0128
 JL0128.The horizontal coordinates were scaled from a topographic map and have
 JL0128.an estimated accuracy of +/- 6 seconds.
 JL0128
 JL0128.The orthometric height was computed from unverified reset data.
 JL0128.No vertical observational check was made to the station.
 JL0128
 JL0128.The geoid height was determined by GEOID03.
 JL0128
 JL0128;                    North         East    Units  Estimated Accuracy
 JL0128;SPC CO S     -   466,720.      839,340.      MT  (+/- 180 meters Scaled)
 JL0128
 JL0128                          SUPERSEDED SURVEY CONTROL
 JL0128
 JL0128  NGVD 29 (??/??/??) 2499.21   (m)         8199.5    (f) RESET       3  
 JL0128
 JL0128.Superseded values are not recommended for survey control.
 JL0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0128.See file dsdata.txt to determine how the superseded data were derived.
 JL0128
 JL0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC811202(NAD 83)
 JL0128_MARKER: DB = BENCH MARK DISK
 JL0128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0128_STAMPING: K 171 RESET 1955
 JL0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0128+STABILITY: SURFACE MOTION
 JL0128
 JL0128  HISTORY     - Date     Condition        Report By
 JL0128  HISTORY     - 1955     MONUMENTED       CODH
 JL0128
 JL0128                          STATION DESCRIPTION
 JL0128
 JL0128'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1955
 JL0128'15.1 MI W FROM SAGUACHE.
 JL0128'15.1 MILES WEST ALONG STATE HIGHWAY 114 FROM THE JUNCTION OF U.S.
 JL0128'HIGHWAY 285 AT SAGUACHE, SAGUACHE COUNTY, 0.2 MILE SOUTHWEST OF THE
 JL0128'JUNCTION OF A ROAD LEADING TO LA GARITA, 172 FEET SOUTHEAST OF THE
 JL0128'CENTER LINE OF THE HIGHWAY, 37 FEET SOUTHWEST OF THE POINT OF
 JL0128'INTERSECTION OF THE TANGENTS TO A CURVE TO THE RIGHT, AND 125 FEET
 JL0128'SOUTHEAST OF THE INLET END OF A 24-INCH CULVERT ON THE CURVE.  A
 JL0128'STANDARD DISK, STAMPED K 171 RESET 1955 AND SET IN THE TOP OF A
 JL0128'CONCRETE POST PROJECTING ABOUT 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0351 ***********************************************************************
 JK0351  DESIGNATION -  K 172
 JK0351  PID         -  JK0351
 JK0351  STATE/COUNTY-  CO/TELLER
 JK0351  USGS QUAD   -  CRIPPLE CREEK SOUTH (1975)
 JK0351
 JK0351                         *CURRENT SURVEY CONTROL
 JK0351  ___________________________________________________________________
 JK0351* NAD 83(1986)-  38 42 30.     (N)    105 07 47.     (W)     SCALED    
 JK0351* NAVD 88     -      2958.382  (meters)    9705.96   (feet)  ADJUSTED  
 JK0351  ___________________________________________________________________
 JK0351  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 JK0351  DYNAMIC HT  -        2954.615 (meters)    9693.60  (feet)  COMP
 JK0351  MODELED GRAV-     979,245.9   (mgal)                       NAVD 88
 JK0351
 JK0351  VERT ORDER  -  SECOND    CLASS 0
 JK0351
 JK0351.The horizontal coordinates were scaled from a topographic map and have
 JK0351.an estimated accuracy of +/- 6 seconds.
 JK0351
 JK0351.The orthometric height was determined by differential leveling
 JK0351.and adjusted by the National Geodetic Survey in June 1991..
 JK0351
 JK0351.The geoid height was determined by GEOID03.
 JK0351
 JK0351.The dynamic height is computed by dividing the NAVD 88
 JK0351.geopotential number by the normal gravity value computed on the
 JK0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0351.degrees latitude (g = 980.6199 gals.).
 JK0351
 JK0351.The modeled gravity was interpolated from observed gravity values.
 JK0351
 JK0351;                    North         East    Units  Estimated Accuracy
 JK0351;SPC CO C     -   402,000.      946,610.      MT  (+/- 180 meters Scaled)
 JK0351
 JK0351                          SUPERSEDED SURVEY CONTROL
 JK0351
 JK0351  NGVD 29 (??/??/92) 2956.966  (m)         9701.31   (f) ADJ UNCH    2 0
 JK0351
 JK0351.Superseded values are not recommended for survey control.
 JK0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0351.See file dsdata.txt to determine how the superseded data were derived.
 JK0351
 JK0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC887844(NAD 83)
 JK0351_MARKER: DB = BENCH MARK DISK
 JK0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0351_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0351_STAMPING: K 172 1934
 JK0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0351+STABILITY: SURFACE MOTION
 JK0351
 JK0351  HISTORY     - Date     Condition        Report By
 JK0351  HISTORY     - 1934     MONUMENTED       CGS
 JK0351  HISTORY     - 1952     GOOD             NGS
 JK0351
 JK0351                          STATION DESCRIPTION
 JK0351
 JK0351'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JK0351'0.6 MI E FROM VICTOR.
 JK0351'0.6 MILE EAST ALONG STATE HIGHWAY 67 FROM THE GRADE SCHOOL AT VICTOR,
 JK0351'150 FEET WEST OF THE SOUTH END OF A 36 INCH PIPE CULVERT, 47 FEET
 JK0351'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 12 FEET NORTH OF A FENCE,
 JK0351'3 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 JK0351'POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1226 ***********************************************************************
 KK1226  DESIGNATION -  K 173
 KK1226  PID         -  KK1226
 KK1226  STATE/COUNTY-  CO/PARK
 KK1226  USGS QUAD   -  HACKETT MOUNTAIN (1994)
 KK1226
 KK1226                         *CURRENT SURVEY CONTROL
 KK1226  ___________________________________________________________________
 KK1226* NAD 83(1986)-  39 00 18.     (N)    105 22 20.     (W)     SCALED    
 KK1226* NAVD 88     -      2419.567  (meters)    7938.20   (feet)  ADJUSTED  
 KK1226  ___________________________________________________________________
 KK1226  GEOID HEIGHT-         -13.89  (meters)                     GEOID03
 KK1226  DYNAMIC HT  -        2416.741 (meters)    7928.92  (feet)  COMP
 KK1226  MODELED GRAV-     979,371.8   (mgal)                       NAVD 88
 KK1226
 KK1226  VERT ORDER  -  SECOND    CLASS 0
 KK1226
 KK1226.The horizontal coordinates were scaled from a topographic map and have
 KK1226.an estimated accuracy of +/- 6 seconds.
 KK1226
 KK1226.The orthometric height was determined by differential leveling
 KK1226.and adjusted by the National Geodetic Survey in June 1991..
 KK1226
 KK1226.The geoid height was determined by GEOID03.
 KK1226
 KK1226.The dynamic height is computed by dividing the NAVD 88
 KK1226.geopotential number by the normal gravity value computed on the
 KK1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1226.degrees latitude (g = 980.6199 gals.).
 KK1226
 KK1226.The modeled gravity was interpolated from observed gravity values.
 KK1226
 KK1226;                    North         East    Units  Estimated Accuracy
 KK1226;SPC CO C     -   434,870.      925,470.      MT  (+/- 180 meters Scaled)
 KK1226
 KK1226                          SUPERSEDED SURVEY CONTROL
 KK1226
 KK1226  NGVD 29 (??/??/92) 2418.274  (m)         7933.95   (f) ADJ UNCH    2 0
 KK1226
 KK1226.Superseded values are not recommended for survey control.
 KK1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1226.See file dsdata.txt to determine how the superseded data were derived.
 KK1226
 KK1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD677173(NAD 83)
 KK1226_MARKER: DB = BENCH MARK DISK
 KK1226_SETTING: 80 = SET IN A BOULDER
 KK1226_SP_SET: BOULDER
 KK1226_STAMPING: K 173 1934
 KK1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1226+STABILITY: SURFACE MOTION
 KK1226
 KK1226  HISTORY     - Date     Condition        Report By
 KK1226  HISTORY     - 1934     MONUMENTED       CGS
 KK1226
 KK1226                          STATION DESCRIPTION
 KK1226
 KK1226'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK1226'1.9 MI NW FROM LAKE GEORGE.
 KK1226'1.9 MILES NORTHWEST ALONG STATE HIGHWAY 77 FROM LAKE GEORGE,
 KK1226'PARK COUNTY, 90 FEET SOUTH OF THE CENTER OF A CULVERT, 40 FEET
 KK1226'NORTHEAST OF A GRANITE BOULDER 40 FEET HIGH, 60 FEET WEST OF
 KK1226'THE CENTERLINE OF THE HIGHWAY, 19 FEET WEST OF THE RIGHT-OF-WAY
 KK1226'FENCE, IN THE TOP OF A 8-FOOT BOULDER, AND 4 FEET HIGHER THAN
 KK1226'THE HIGHWAY.  A STANDARD DISK, STAMPED K 173 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0757 ***********************************************************************
 KK0757  DESIGNATION -  K 174 RESET
 KK0757  PID         -  KK0757
 KK0757  STATE/COUNTY-  CO/DOUGLAS
 KK0757  USGS QUAD   -  WESTCREEK (1994)
 KK0757
 KK0757                         *CURRENT SURVEY CONTROL
 KK0757  ___________________________________________________________________
 KK0757* NAD 83(1986)-  39 10 56.     (N)    105 10 01.     (W)     SCALED    
 KK0757* NAVD 88     -      2181.23   (meters)    7156.3    (feet)  RESET     
 KK0757  ___________________________________________________________________
 KK0757  GEOID HEIGHT-         -14.68  (meters)                     GEOID03
 KK0757
 KK0757  VERT ORDER  -  THIRD
 KK0757
 KK0757.The horizontal coordinates were scaled from a topographic map and have
 KK0757.an estimated accuracy of +/- 6 seconds.
 KK0757
 KK0757.The orthometric height was computed from unverified reset data.
 KK0757.No vertical observational check was made to the station.
 KK0757
 KK0757.The geoid height was determined by GEOID03.
 KK0757
 KK0757;                    North         East    Units  Estimated Accuracy
 KK0757;SPC CO C     -   454,590.      943,180.      MT  (+/- 180 meters Scaled)
 KK0757
 KK0757                          SUPERSEDED SURVEY CONTROL
 KK0757
 KK0757  NGVD 29 (??/??/??) 2180.06   (m)         7152.4    (f) RESET       3  
 KK0757
 KK0757.Superseded values are not recommended for survey control.
 KK0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0757.See file dsdata.txt to determine how the superseded data were derived.
 KK0757
 KK0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD855370(NAD 83)
 KK0757_MARKER: DB = BENCH MARK DISK
 KK0757_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0757_SP_SET: BRIDGE
 KK0757_STAMPING: K 174 1934 RESET 1950
 KK0757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0757
 KK0757  HISTORY     - Date     Condition        Report By
 KK0757  HISTORY     - 1950     MONUMENTED       BPR
 KK0757  HISTORY     - 1956     GOOD             USGS
 KK0757
 KK0757                          STATION DESCRIPTION
 KK0757
 KK0757'DESCRIBED BY US BUREAU OF PUBLIC ROADS 1950
 KK0757'7.1 MI SE FROM DECKERS.
 KK0757'7.1 MILES SOUTHEAST ALONG STATE HIGHWAY 67 FROM BRIDGE OVER
 KK0757'SOUTH PLATTE RIVER AT DECKERS, DOUGLAS COUNTY, STATION 868+80 OF
 KK0757'THE JARRA CANYON FOREST HIGHWAY.  MEASURED NORTHERLY FROM WOODLAND
 KK0757'PARK, TELLER COUNTY, IN THE UPPER HEADWALL OF 10 FT X 3 FT X 48 FT
 KK0757'CONCRETE BOX CULVERT CROSSING WEST CREEK.  2.1 MILES NORTH OF
 KK0757'OLD TOWN SITE OF PEMBERTON (WEST CREEK).  A STANDARD DISK,
 KK0757'STAMPED K 174 1934 RESET 1950.
 KK0757'NOTE-- THIS BENCH MARK WAS ESTABLISHED AND ITS ELEVATION
 KK0757'DETERMINED BY ENGINEERS OF THE BUREAU OF PUBLIC ROADS IN 1950.
 KK0757'NOTE-- IN SOUTH END OF TOP OF EAST BRIDGE ABUTMENT, 2 FEET
 KK0757'BELOW HIGHWAY.
 KK0757
 KK0757                          STATION RECOVERY (1956)
 KK0757
 KK0757'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 KK0757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0917 ***********************************************************************
 KK0917  DESIGNATION -  K 176
 KK0917  PID         -  KK0917
 KK0917  STATE/COUNTY-  CO/PARK
 KK0917  USGS QUAD   -  GARO (1994)
 KK0917
 KK0917                         *CURRENT SURVEY CONTROL
 KK0917  ___________________________________________________________________
 KK0917* NAD 83(1986)-  39 01 30.     (N)    105 58 30.     (W)     SCALED    
 KK0917* NAVD 88     -      2759.923  (meters)    9054.85   (feet)  ADJUSTED  
 KK0917  ___________________________________________________________________
 KK0917  GEOID HEIGHT-         -13.58  (meters)                     GEOID03
 KK0917  DYNAMIC HT  -        2756.425 (meters)    9043.37  (feet)  COMP
 KK0917  MODELED GRAV-     979,260.0   (mgal)                       NAVD 88
 KK0917
 KK0917  VERT ORDER  -  SECOND    CLASS 0
 KK0917
 KK0917.The horizontal coordinates were scaled from a topographic map and have
 KK0917.an estimated accuracy of +/- 6 seconds.
 KK0917
 KK0917.The orthometric height was determined by differential leveling
 KK0917.and adjusted by the National Geodetic Survey in June 1991..
 KK0917
 KK0917.The geoid height was determined by GEOID03.
 KK0917
 KK0917.The dynamic height is computed by dividing the NAVD 88
 KK0917.geopotential number by the normal gravity value computed on the
 KK0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0917.degrees latitude (g = 980.6199 gals.).
 KK0917
 KK0917.The modeled gravity was interpolated from observed gravity values.
 KK0917
 KK0917;                    North         East    Units  Estimated Accuracy
 KK0917;SPC CO C     -   437,190.      873,270.      MT  (+/- 180 meters Scaled)
 KK0917
 KK0917                          SUPERSEDED SURVEY CONTROL
 KK0917
 KK0917  NGVD 29 (??/??/92) 2758.334  (m)         9049.63   (f) ADJ UNCH    2 0
 KK0917
 KK0917.Superseded values are not recommended for survey control.
 KK0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0917.See file dsdata.txt to determine how the superseded data were derived.
 KK0917
 KK0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD156200(NAD 83)
 KK0917_MARKER: DB = BENCH MARK DISK
 KK0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0917_STAMPING: K 176 1934
 KK0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0917+STABILITY: SURFACE MOTION
 KK0917
 KK0917  HISTORY     - Date     Condition        Report By
 KK0917  HISTORY     - 1934     MONUMENTED       CGS
 KK0917  HISTORY     - 1954     MARK NOT FOUND   NGS
 KK0917
 KK0917                          STATION DESCRIPTION
 KK0917
 KK0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0917'5.2 MI N FROM ANTERO JUNCTION.
 KK0917'5.2 MILES NORTH ALONG U.S. HIGHWAY 285 FROM ANTERO JUNCTION,
 KK0917'PARK COUNTY, 720 FEET EAST OF THE RALPH HARRINGTON RANCH HOUSE,
 KK0917'32 FEET SOUTH OF A GATE, 30 FEET EAST OF THE CENTERLINE OF THE
 KK0917'HIGHWAY, AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 KK0917'DISK, STAMPED K 176 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0761 ***********************************************************************
 JK0761  DESIGNATION -  K 177
 JK0761  PID         -  JK0761
 JK0761  STATE/COUNTY-  CO/PARK
 JK0761  USGS QUAD   -  ANTERO RESERVOIR NE (1979)
 JK0761
 JK0761                         *CURRENT SURVEY CONTROL
 JK0761  ___________________________________________________________________
 JK0761* NAD 83(1986)-  38 59 07.     (N)    105 52 24.     (W)     SCALED    
 JK0761* NAVD 88     -      2721.180  (meters)    8927.74   (feet)  ADJUSTED  
 JK0761  ___________________________________________________________________
 JK0761  GEOID HEIGHT-         -13.80  (meters)                     GEOID03
 JK0761  DYNAMIC HT  -        2717.717 (meters)    8916.38  (feet)  COMP
 JK0761  MODELED GRAV-     979,256.6   (mgal)                       NAVD 88
 JK0761
 JK0761  VERT ORDER  -  SECOND    CLASS 0
 JK0761
 JK0761.The horizontal coordinates were scaled from a topographic map and have
 JK0761.an estimated accuracy of +/- 6 seconds.
 JK0761
 JK0761.The orthometric height was determined by differential leveling
 JK0761.and adjusted by the National Geodetic Survey in June 1991..
 JK0761
 JK0761.The geoid height was determined by GEOID03.
 JK0761
 JK0761.The dynamic height is computed by dividing the NAVD 88
 JK0761.geopotential number by the normal gravity value computed on the
 JK0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0761.degrees latitude (g = 980.6199 gals.).
 JK0761
 JK0761.The modeled gravity was interpolated from observed gravity values.
 JK0761
 JK0761;                    North         East    Units  Estimated Accuracy
 JK0761;SPC CO C     -   432,740.      882,060.      MT  (+/- 180 meters Scaled)
 JK0761
 JK0761                          SUPERSEDED SURVEY CONTROL
 JK0761
 JK0761  NGVD 29 (??/??/92) 2719.590  (m)         8922.52   (f) ADJ UNCH    2 0
 JK0761
 JK0761.Superseded values are not recommended for survey control.
 JK0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0761.See file dsdata.txt to determine how the superseded data were derived.
 JK0761
 JK0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD243155(NAD 83)
 JK0761_MARKER: DB = BENCH MARK DISK
 JK0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0761_STAMPING: K 177 1934
 JK0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0761+STABILITY: SURFACE MOTION
 JK0761
 JK0761  HISTORY     - Date     Condition        Report By
 JK0761  HISTORY     - 1934     MONUMENTED       CGS
 JK0761  HISTORY     - 1954     GOOD             USGS
 JK0761
 JK0761                          STATION DESCRIPTION
 JK0761
 JK0761'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JK0761'5.3 MI SW FROM HARTSEL.
 JK0761'5.3 MILES ALONG U. S. HIGHWAY 24 FROM HARTSEL, PARK COUNTY, THENCE
 JK0761'WEST 0.4 MILES ON THE ROAD LEADING TO THE MCQUADE RANCH HOUSE, 325
 JK0761'FEET SOUTHWEST OF AN OLD RR CROSSING, 240 FEET NORTH OF A CULVERT
 JK0761'UNDER THE ROAD, AT THE SOUTH END OF A SMALL RIDGE AND 40 FEET WEST
 JK0761'OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED K 177 1934
 JK0761'AND SET IN THE TOP OF A CONCRETE POST.
 JK0761
 JK0761                          STATION RECOVERY (1954)
 JK0761
 JK0761'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JK0761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0438 ***********************************************************************
 JL0438  DESIGNATION -  K 178
 JL0438  PID         -  JL0438
 JL0438  STATE/COUNTY-  CO/DELTA
 JL0438  USGS QUAD   -  ORCHARD CITY (1978)
 JL0438
 JL0438                         *CURRENT SURVEY CONTROL
 JL0438  ___________________________________________________________________
 JL0438* NAD 83(1986)-  38 45 45.     (N)    107 59 50.     (W)     SCALED    
 JL0438* NAVD 88     -      1524.489  (meters)    5001.59   (feet)  ADJUSTED  
 JL0438  ___________________________________________________________________
 JL0438  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 JL0438  DYNAMIC HT  -        1522.894 (meters)    4996.36  (feet)  COMP
 JL0438  MODELED GRAV-     979,529.7   (mgal)                       NAVD 88
 JL0438
 JL0438  VERT ORDER  -  SECOND    CLASS 0
 JL0438
 JL0438.The horizontal coordinates were scaled from a topographic map and have
 JL0438.an estimated accuracy of +/- 6 seconds.
 JL0438
 JL0438.The orthometric height was determined by differential leveling
 JL0438.and adjusted by the National Geodetic Survey in June 1991..
 JL0438
 JL0438.The geoid height was determined by GEOID03.
 JL0438
 JL0438.The dynamic height is computed by dividing the NAVD 88
 JL0438.geopotential number by the normal gravity value computed on the
 JL0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0438.degrees latitude (g = 980.6199 gals.).
 JL0438
 JL0438.The modeled gravity was interpolated from observed gravity values.
 JL0438
 JL0438;                    North         East    Units  Estimated Accuracy
 JL0438;SPC CO C     -   410,930.      697,390.      MT  (+/- 180 meters Scaled)
 JL0438
 JL0438                          SUPERSEDED SURVEY CONTROL
 JL0438
 JL0438  NGVD 29 (??/??/92) 1523.325  (m)         4997.78   (f) ADJ UNCH    2 0
 JL0438
 JL0438.Superseded values are not recommended for survey control.
 JL0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0438.See file dsdata.txt to determine how the superseded data were derived.
 JL0438
 JL0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC395946(NAD 83)
 JL0438_MARKER: DB = BENCH MARK DISK
 JL0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0438_SP_SET: CONCRETE POST
 JL0438_STAMPING: K 178 1934
 JL0438_MARK LOGO: CGS   
 JL0438_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JL0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0438+STABILITY: SURFACE MOTION
 JL0438
 JL0438  HISTORY     - Date     Condition        Report By
 JL0438  HISTORY     - 1934     MONUMENTED       CGS
 JL0438  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0438  HISTORY     - 19881120 GOOD             CODH
 JL0438
 JL0438                          STATION DESCRIPTION
 JL0438
 JL0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0438'2.9 MI W FROM AUSTIN.
 JL0438'2.9 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JL0438'THE STATION AT AUSTIN, DELTA COUNTY, 12.7 FEET NORTHEAST OF MILEPOST
 JL0438'378, 102 FEET NORTH OF POWERLINE POLE 92, 183 FEET NORTHEAST OF A
 JL0438'CATTLE GUARD, 31 FEET SOUTH OF THE CENTER OF A ROAD CROSSING, 16 FEET
 JL0438'SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND 57 FEET NORTHWEST OF THE
 JL0438'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED K 178 1934 AND SET IN
 JL0438'THE TOP OF A CONCRETE POST.
 JL0438
 JL0438                          STATION RECOVERY (1984)
 JL0438
 JL0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0438'MARK NOT FOUND.
 JL0438
 JL0438                          STATION RECOVERY (1988)
 JL0438
 JL0438'RECOVERY NOTE BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1988
 JL0438'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0358 ***********************************************************************
 JL0358  DESIGNATION -  K 19
 JL0358  PID         -  JL0358
 JL0358  STATE/COUNTY-  CO/OURAY
 JL0358  USGS QUAD   -  RIDGWAY (1982)
 JL0358
 JL0358                         *CURRENT SURVEY CONTROL
 JL0358  ___________________________________________________________________
 JL0358* NAD 83(1986)-  38 09 04.     (N)    107 45 17.     (W)     SCALED    
 JL0358* NAVD 88     -      2131.273  (meters)    6992.35   (feet)  ADJUSTED  
 JL0358  ___________________________________________________________________
 JL0358  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 JL0358  DYNAMIC HT  -        2128.623 (meters)    6983.66  (feet)  COMP
 JL0358  MODELED GRAV-     979,310.1   (mgal)                       NAVD 88
 JL0358
 JL0358  VERT ORDER  -  FIRST     CLASS II
 JL0358
 JL0358.The horizontal coordinates were scaled from a topographic map and have
 JL0358.an estimated accuracy of +/- 6 seconds.
 JL0358
 JL0358.The orthometric height was determined by differential leveling
 JL0358.and adjusted by the National Geodetic Survey in June 1991..
 JL0358
 JL0358.The geoid height was determined by GEOID03.
 JL0358
 JL0358.The dynamic height is computed by dividing the NAVD 88
 JL0358.geopotential number by the normal gravity value computed on the
 JL0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0358.degrees latitude (g = 980.6199 gals.).
 JL0358
 JL0358.The modeled gravity was interpolated from observed gravity values.
 JL0358
 JL0358;                    North         East    Units  Estimated Accuracy
 JL0358;SPC CO S     -   471,940.      716,800.      MT  (+/- 180 meters Scaled)
 JL0358
 JL0358                          SUPERSEDED SURVEY CONTROL
 JL0358
 JL0358  NGVD 29 (??/??/92) 2129.866  (m)         6987.74   (f) ADJ UNCH    1 2
 JL0358
 JL0358.Superseded values are not recommended for survey control.
 JL0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0358.See file dsdata.txt to determine how the superseded data were derived.
 JL0358
 JL0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC586261(NAD 83)
 JL0358_MARKER: DB = BENCH MARK DISK
 JL0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0358_STAMPING: 6987.735 K 19 1928
 JL0358_MARK LOGO: CGS   
 JL0358_PROJECTION: PROJECTING 5 CENTIMETERS
 JL0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0358+STABILITY: SURFACE MOTION
 JL0358
 JL0358  HISTORY     - Date     Condition        Report By
 JL0358  HISTORY     - 1928     MONUMENTED       CGS
 JL0358  HISTORY     - 1963     GOOD             USGS
 JL0358  HISTORY     - 1984     GOOD             NGS
 JL0358  HISTORY     - 19910624 GOOD             USPSQD
 JL0358
 JL0358                          STATION DESCRIPTION
 JL0358
 JL0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 JL0358'IN RIDGWAY.
 JL0358'AT RIDGWAY, OURAY COUNTY, ABOUT 400 FEET SOUTH OF THE DENVER AND RIO
 JL0358'GRANDE WESTERN RAILROAD STATION, 64 FEET SOUTH OF THE CENTER OF THE
 JL0358'JUNCTION OF STATE HIGHWAY 62, 29.5 FEET EAST OF THE CENTER LINE OF THE
 JL0358'MAIN TRACK, 1 FOOT EAST OF A ROW OF POLES, AND ABOUT 1 FOOT LOWER THAN
 JL0358'THE TRACK.  A STANDARD DISK, STAMPED 6987.735 K 19 1928 AND SET IN THE
 JL0358'TOP OF A CONCRETE POST.
 JL0358
 JL0358                          STATION RECOVERY (1963)
 JL0358
 JL0358'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 JL0358'RECOVERED IN GOOD CONDITION.
 JL0358
 JL0358                          STATION RECOVERY (1984)
 JL0358
 JL0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0358'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  29.2 KM
 JL0358'(18.15 MI) NORTHERLY ALONG U.S. HIGHWAY 550 FROM THE POST OFFICE IN
 JL0358'OURAY, THENCE 0.6 KM (0.35 MI) WEST ALONG STATE HIGHWAY 62, 0.3 KM
 JL0358'(0.2 MI) WEST OF THE STATE HIGHWAY BRIDGE SPANNING THE UNCOMPAHGRE
 JL0358'RIVER IN RIDGEWAY, 19.9 M (65.3 FT) SOUTH OF THE CENTERLINE OF THE
 JL0358'HIGHWAY, AND 18.1 M (59.4 FT) SOUTHWEST OF A FENCE CORNER.
 JL0358'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 JL0358'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 JL0358
 JL0358                          STATION RECOVERY (1991)
 JL0358
 JL0358'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 JL0358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0423 ***********************************************************************
 KL0423  DESIGNATION -  K 2
 KL0423  PID         -  KL0423
 KL0423  STATE/COUNTY-  CO/EAGLE
 KL0423  USGS QUAD   -  EDWARDS (1987)
 KL0423
 KL0423                         *CURRENT SURVEY CONTROL
 KL0423  ___________________________________________________________________
 KL0423* NAD 83(1992)-  39 38 25.03271(N)    106 34 17.54095(W)     ADJUSTED  
 KL0423* NAVD 88     -      2225.960  (meters)    7303.00   (feet)  ADJUSTED  
 KL0423  ___________________________________________________________________
 KL0423  X           -  -1,403,241.104 (meters)                     COMP
 KL0423  Y           -  -4,715,633.234 (meters)                     COMP
 KL0423  Z           -   4,048,721.643 (meters)                     COMP
 KL0423  LAPLACE CORR-           6.53  (seconds)                    DEFLEC99
 KL0423  ELLIP HEIGHT-        2212.96  (meters)          (12/03/02) GPS OBS
 KL0423  GEOID HEIGHT-         -12.97  (meters)                     GEOID03
 KL0423  DYNAMIC HT  -        2223.440 (meters)    7294.74  (feet)  COMP
 KL0423  MODELED GRAV-     979,415.7   (mgal)                       NAVD 88
 KL0423
 KL0423  HORZ ORDER  -  FIRST
 KL0423  VERT ORDER  -  FIRST     CLASS II
 KL0423  ELLP ORDER  -  FOURTH    CLASS II
 KL0423
 KL0423.The horizontal coordinates were established by GPS observations
 KL0423.and adjusted by the National Geodetic Survey in March 1999..
 KL0423
 KL0423.The orthometric height was determined by differential leveling
 KL0423.and adjusted by the National Geodetic Survey in June 1991..
 KL0423.WARNING-Repeat measurements at this control monument indicate possible
 KL0423.vertical movement.
 KL0423
 KL0423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KL0423
 KL0423.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0423
 KL0423.The ellipsoidal height was determined by GPS observations
 KL0423.and is referenced to NAD 83.
 KL0423
 KL0423.The geoid height was determined by GEOID03.
 KL0423
 KL0423.The dynamic height is computed by dividing the NAVD 88
 KL0423.geopotential number by the normal gravity value computed on the
 KL0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0423.degrees latitude (g = 980.6199 gals.).
 KL0423
 KL0423.The modeled gravity was interpolated from observed gravity values.
 KL0423
 KL0423;                    North         East     Units Scale Factor Converg.
 KL0423;SPC CO C     -   505,933.252   822,424.602   MT  0.99998014   -0 40 32.9
 KL0423;SPC CO C     - 1,659,882.68  2,698,238.05   sFT  0.99998014   -0 40 32.9
 KL0423;UTM  13      - 4,389,013.822   365,149.466   MT  0.99982388   -1 00 09.9
 KL0423
 KL0423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0423!SPC CO C     -   0.99965294  x   0.99998014  =   0.99963309
 KL0423!UTM  13      -   0.99965294  x   0.99982388  =   0.99947688
 KL0423
 KL0423                          SUPERSEDED SURVEY CONTROL
 KL0423
 KL0423  ELLIP H (03/05/99) 2212.94   (m)                       GP(       ) 4 2
 KL0423  NGVD 29 (??/??/92) 2224.529  (m)         7298.31   (f) ADJ UNCH    1 2
 KL0423
 KL0423.Superseded values are not recommended for survey control.
 KL0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0423.See file dsdata.txt to determine how the superseded data were derived.
 KL0423
 KL0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD6514989014(NAD 83)
 KL0423_MARKER: DD = SURVEY DISK
 KL0423_SETTING: 80 = SET IN A BOULDER
 KL0423_SP_SET: BOULDER
 KL0423_MARK LOGO: USGS  
 KL0423_PROJECTION: FLUSH
 KL0423_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0423+STABILITY: SURFACE MOTION
 KL0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KL0423+SATELLITE: SATELLITE OBSERVATIONS - October 02, 1998
 KL0423
 KL0423  HISTORY     - Date     Condition        Report By
 KL0423  HISTORY     - UNK      MONUMENTED       USGS
 KL0423  HISTORY     - 1959     GOOD             NGS
 KL0423  HISTORY     - 19981002 GOOD             MSI
 KL0423
 KL0423                          STATION DESCRIPTION
 KL0423
 KL0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KL0423'1.4 MI SE FROM EDWARDS.
 KL0423'1.4 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KL0423'FROM EDWARDS, EAGLE COUNTY, 900 FEET EAST OF MILEPOST 311, 270 FEET
 KL0423'EAST OF A PRIVATE-ROAD CROSSING AT THE GERMON FARM, 52.5 FEET
 KL0423'NORTHEAST OF THE NORTHEAST CORNER OF THE NORTH HEADWALL OF A CULVERT,
 KL0423'35.2 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, AND IN THE TOP OF
 KL0423'A GRANITE BOULDER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 KL0423'STAMPED K 2.  NOTE-- IS 62 FEET NORTHEAST OF THE CENTERLINE OF THE RR
 KL0423'TRACKS OVER THE CENTER OF THE CULVERT AND 1.5 FEET HIGHER.  266 FEET
 KL0423'EAST-NORTHEAST TO THE INTERSECTING CENTERLINES OF THE RR AND ROAD
 KL0423'CROSSING AND 3.0 FEET HIGHER.
 KL0423
 KL0423                          STATION RECOVERY (1998)
 KL0423
 KL0423'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1998 (PD)
 KL0423'RECOVERED AS DESCRIBED  REVISED TO REACH AS FOLLOWS -  TO REACH THE
 KL0423'STATION FROM THE SOUTHERN ROTARY IN THE TOWN OF AVON AND THE
 KL0423'INTERSECTION OF US HIGHWAY 6/24, PROCEED WEST 2.6 MI (4.2 KM) TO THE
 KL0423'INTERSECTION OF EDWARDS CEMETARY ROAD, TURN RIGHT AND PROCEED NORTH ON
 KL0423'EDWARDS CEMETARY ROAD FOR 0.1 MI (0.2 KM) TO THE THE INTERSECTION WITH
 KL0423'A RAIL ROAD, THE STATION IS 270 FT (82.3 M) EAST OF EDWARDS CEMETARY
 KL0423'ROAD ALONG THE NORTH SIDE OF THE RAIL ROAD  THE STATION IS THE CENTER
 KL0423'OF A BRASS CAP SET FLUSH IN A LARGE BOULDER.  THE STATION IS 62 FT
 KL0423'(18.9 M) NORTH EAST OF THE CENTERLINE OF THE ROAD, AND 266 FT (81.1 M)
 KL0423'EAST-NORTHEAST FROM THE INTERSECTING CENTERLINES OF EDWARDS CEMETARY
 KL0423'ROAD AND THE RAILROAD.  THE STATION IS APPROXIMATELY 1 FT (0.3 M)
 KL0423'ABOVE THE ELEVATION OF THE RAILROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0242 ***********************************************************************
 HL0242  DESIGNATION -  K 20
 HL0242  PID         -  HL0242
 HL0242  STATE/COUNTY-  CO/LA PLATA
 HL0242  USGS QUAD   -  HERMOSA (1963)
 HL0242
 HL0242                         *CURRENT SURVEY CONTROL
 HL0242  ___________________________________________________________________
 HL0242* NAD 83(1986)-  37 25 50.     (N)    107 49 00.     (W)     SCALED    
 HL0242* NAVD 88     -      2071.174  (meters)    6795.18   (feet)  POSTED    
 HL0242  ___________________________________________________________________
 HL0242  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 HL0242  DYNAMIC HT  -        2068.470 (meters)    6786.31  (feet)  COMP
 HL0242  MODELED GRAV-     979,252.7   (mgal)                       NAVD 88
 HL0242
 HL0242  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HL0242
 HL0242.The horizontal coordinates were scaled from a topographic map and have
 HL0242.an estimated accuracy of +/- 6 seconds.
 HL0242
 HL0242.The orthometric height was determined by differential leveling
 HL0242.and adjusted by the National Geodetic Survey in 1992..
 HL0242.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HL0242.rate of 0.0 thru 1.0 mm/km.
 HL0242
 HL0242.The geoid height was determined by GEOID03.
 HL0242
 HL0242.The dynamic height is computed by dividing the NAVD 88
 HL0242.geopotential number by the normal gravity value computed on the
 HL0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0242.degrees latitude (g = 980.6199 gals.).
 HL0242
 HL0242.The modeled gravity was interpolated from observed gravity values.
 HL0242
 HL0242;                    North         East    Units  Estimated Accuracy
 HL0242;SPC CO S     -   392,120.      709,390.      MT  (+/- 180 meters Scaled)
 HL0242
 HL0242                          SUPERSEDED SURVEY CONTROL
 HL0242
 HL0242  NGVD 29 (??/??/92) 2069.891  (m)         6790.97   (f) ADJ UNCH    1 2
 HL0242
 HL0242.Superseded values are not recommended for survey control.
 HL0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0242.See file dsdata.txt to determine how the superseded data were derived.
 HL0242
 HL0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB507463(NAD 83)
 HL0242_MARKER: DB = BENCH MARK DISK
 HL0242_SETTING: 80 = SET IN A BOULDER
 HL0242_SP_SET: BOULDER
 HL0242_STAMPING: K 20 1928
 HL0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0242+STABILITY: SURFACE MOTION
 HL0242
 HL0242  HISTORY     - Date     Condition        Report By
 HL0242  HISTORY     - 1928     MONUMENTED       CGS
 HL0242  HISTORY     - 1963     GOOD             USGS
 HL0242  HISTORY     - 1985     MARK NOT FOUND   NGS
 HL0242
 HL0242                          STATION DESCRIPTION
 HL0242
 HL0242'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 HL0242'12.2 MI N FROM DURANGO.
 HL0242'10.8 MI. N. ALONG U. S. HWY 550 FROM P. O. DURANGO TO WHERE DENVER AND
 HL0242'RIO GRANDE WESTERN CROSSES U. S. HWY 550.  THENCE NE ALONG RAILROAD
 HL0242'FOR 1.4 MI.  150 FT. N. OF A SINGLE POLE POWER LINE CROSSING RAILROAD.
 HL0242'16 FT. W. OF TRACKS.  IN TOP OF A GRANITE BOULDER A STANDARD DISK
 HL0242'STAMPED K 20 1928.
 HL0242
 HL0242                          STATION RECOVERY (1985)
 HL0242
 HL0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HL0242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0331 ***********************************************************************
 LK0331  DESIGNATION -  K 207
 LK0331  PID         -  LK0331
 LK0331  STATE/COUNTY-  CO/WELD
 LK0331  USGS QUAD   -  STONEHAM (1977)
 LK0331
 LK0331                         *CURRENT SURVEY CONTROL
 LK0331  ___________________________________________________________________
 LK0331* NAD 83(1986)-  40 36 25.     (N)    103 41 45.     (W)     SCALED    
 LK0331* NAVD 88     -      1400.210  (meters)    4593.86   (feet)  ADJUSTED  
 LK0331  ___________________________________________________________________
 LK0331  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 LK0331  DYNAMIC HT  -        1399.111 (meters)    4590.25  (feet)  COMP
 LK0331  MODELED GRAV-     979,790.8   (mgal)                       NAVD 88
 LK0331
 LK0331  VERT ORDER  -  SECOND    CLASS 0
 LK0331
 LK0331.The horizontal coordinates were scaled from a topographic map and have
 LK0331.an estimated accuracy of +/- 6 seconds.
 LK0331
 LK0331.The orthometric height was determined by differential leveling
 LK0331.and adjusted by the National Geodetic Survey in June 1991..
 LK0331
 LK0331.The geoid height was determined by GEOID03.
 LK0331
 LK0331.The dynamic height is computed by dividing the NAVD 88
 LK0331.geopotential number by the normal gravity value computed on the
 LK0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0331.degrees latitude (g = 980.6199 gals.).
 LK0331
 LK0331.The modeled gravity was interpolated from observed gravity values.
 LK0331
 LK0331;                    North         East    Units  Estimated Accuracy
 LK0331;SPC CO N     -   447,770.    1,067,080.      MT  (+/- 180 meters Scaled)
 LK0331
 LK0331                          SUPERSEDED SURVEY CONTROL
 LK0331
 LK0331  NGVD 29 (??/??/92) 1399.544  (m)         4591.67   (f) ADJ UNCH    2 0
 LK0331
 LK0331.Superseded values are not recommended for survey control.
 LK0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0331.See file dsdata.txt to determine how the superseded data were derived.
 LK0331
 LK0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE103959(NAD 83)
 LK0331_MARKER: DB = BENCH MARK DISK
 LK0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0331_STAMPING: K 207 1934
 LK0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0331+STABILITY: SURFACE MOTION
 LK0331
 LK0331  HISTORY     - Date     Condition        Report By
 LK0331  HISTORY     - 1934     MONUMENTED       CGS
 LK0331  HISTORY     - 1974     MARK NOT FOUND   USGS
 LK0331
 LK0331                          STATION DESCRIPTION
 LK0331
 LK0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LK0331'1.7 MI NW FROM STONEHAM.
 LK0331'1.7 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LK0331'FROM THE STATION AT STONEHAM, WELD COUNTY, 37.4 FEET NORTH OF MILEPOST
 LK0331'258, 90.8 FEET NORTHWEST OF A ROAD CROSSING, 46.3 FEET NORTH OF THE
 LK0331'NORTH RAIL, 3.6 FEET SOUTH OF A FENCE, AND LEVEL WITH THE TRACK.
 LK0331'A STANDARD DISK, STAMPED K 207 1934 AND SET IN THE TOP OF A CONCRETE
 LK0331'POST.
 LK0331
 LK0331                          STATION RECOVERY (1974)
 LK0331
 LK0331'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LK0331'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0050 ***********************************************************************
 LL0050  DESIGNATION -  K 208
 LL0050  PID         -  LL0050
 LL0050  STATE/COUNTY-  CO/WELD
 LL0050  USGS QUAD   -  BAKER DRAW (1972)
 LL0050
 LL0050                         *CURRENT SURVEY CONTROL
 LL0050  ___________________________________________________________________
 LL0050* NAD 83(1986)-  40 38 21.     (N)    104 26 43.     (W)     SCALED    
 LL0050* NAVD 88     -      1510.908  (meters)    4957.04   (feet)  ADJUSTED  
 LL0050  ___________________________________________________________________
 LL0050  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 LL0050  DYNAMIC HT  -        1509.664 (meters)    4952.96  (feet)  COMP
 LL0050  MODELED GRAV-     979,748.2   (mgal)                       NAVD 88
 LL0050
 LL0050  VERT ORDER  -  SECOND    CLASS 0
 LL0050
 LL0050.The horizontal coordinates were scaled from a topographic map and have
 LL0050.an estimated accuracy of +/- 6 seconds.
 LL0050
 LL0050.The orthometric height was determined by differential leveling
 LL0050.and adjusted by the National Geodetic Survey in June 1991..
 LL0050
 LL0050.The geoid height was determined by GEOID03.
 LL0050
 LL0050.The dynamic height is computed by dividing the NAVD 88
 LL0050.geopotential number by the normal gravity value computed on the
 LL0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0050.degrees latitude (g = 980.6199 gals.).
 LL0050
 LL0050.The modeled gravity was interpolated from observed gravity values.
 LL0050
 LL0050;                    North         East    Units  Estimated Accuracy
 LL0050;SPC CO N     -   450,320.    1,003,620.      MT  (+/- 180 meters Scaled)
 LL0050
 LL0050                          SUPERSEDED SURVEY CONTROL
 LL0050
 LL0050  NGVD 29 (??/??/92) 1510.032  (m)         4954.16   (f) ADJ UNCH    2 0
 LL0050
 LL0050.Superseded values are not recommended for survey control.
 LL0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0050.See file dsdata.txt to determine how the superseded data were derived.
 LL0050
 LL0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE469988(NAD 83)
 LL0050_MARKER: DB = BENCH MARK DISK
 LL0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0050_STAMPING: K 208 1934
 LL0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0050+STABILITY: SURFACE MOTION
 LL0050
 LL0050  HISTORY     - Date     Condition        Report By
 LL0050  HISTORY     - 1934     MONUMENTED       CGS
 LL0050  HISTORY     - 1960     GOOD             NGS
 LL0050
 LL0050                          STATION DESCRIPTION
 LL0050
 LL0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0050'6 MI W FROM BRIGGSDALE.
 LL0050'6.0 MILES WEST ALONG OLD STATE HIGHWAY 14 FROM THE POST OFFICE
 LL0050'AT BRIGGSDALE, WELD COUNTY, 0.4 MILE SOUTHEAST OF A RANCH HOUSE,
 LL0050'37.5 FEET NORTH OF THE CENTERLINE OF THE OLD HIGHWAY, AND
 LL0050'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED K 208 1934 AND
 LL0050'SET IN THE TOP OF A CONCRETE POST.
 LL0050
 LL0050                          STATION RECOVERY (1960)
 LL0050
 LL0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 LL0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0012 ***********************************************************************
 LL0012  DESIGNATION -  K 209
 LL0012  PID         -  LL0012
 LL0012  STATE/COUNTY-  CO/WELD
 LL0012  USGS QUAD   -  GROVER SOUTH (1972)
 LL0012
 LL0012                         *CURRENT SURVEY CONTROL
 LL0012  ___________________________________________________________________
 LL0012* NAD 83(1986)-  40 47 04.     (N)    104 09 40.     (W)     SCALED    
 LL0012* NAVD 88     -      1539.419  (meters)    5050.58   (feet)  ADJUSTED  
 LL0012  ___________________________________________________________________
 LL0012  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 LL0012  DYNAMIC HT  -        1538.175 (meters)    5046.50  (feet)  COMP
 LL0012  MODELED GRAV-     979,761.9   (mgal)                       NAVD 88
 LL0012
 LL0012  VERT ORDER  -  SECOND    CLASS 0
 LL0012
 LL0012.The horizontal coordinates were scaled from a topographic map and have
 LL0012.an estimated accuracy of +/- 6 seconds.
 LL0012
 LL0012.The orthometric height was determined by differential leveling
 LL0012.and adjusted by the National Geodetic Survey in June 1991..
 LL0012
 LL0012.The geoid height was determined by GEOID03.
 LL0012
 LL0012.The dynamic height is computed by dividing the NAVD 88
 LL0012.geopotential number by the normal gravity value computed on the
 LL0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0012.degrees latitude (g = 980.6199 gals.).
 LL0012
 LL0012.The modeled gravity was interpolated from observed gravity values.
 LL0012
 LL0012;                    North         East    Units  Estimated Accuracy
 LL0012;SPC CO N     -   466,780.    1,027,410.      MT  (+/- 180 meters Scaled)
 LL0012
 LL0012                          SUPERSEDED SURVEY CONTROL
 LL0012
 LL0012  NGVD 29 (??/??/92) 1538.627  (m)         5047.98   (f) ADJ UNCH    2 0
 LL0012
 LL0012.Superseded values are not recommended for survey control.
 LL0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0012.See file dsdata.txt to determine how the superseded data were derived.
 LL0012
 LL0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF707151(NAD 83)
 LL0012_MARKER: DB = BENCH MARK DISK
 LL0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0012_STAMPING: K 209 1934
 LL0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0012+STABILITY: SURFACE MOTION
 LL0012
 LL0012  HISTORY     - Date     Condition        Report By
 LL0012  HISTORY     - 1934     MONUMENTED       CGS
 LL0012  HISTORY     - 1972     MARK NOT FOUND   NGS
 LL0012
 LL0012                          STATION DESCRIPTION
 LL0012
 LL0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0012'6.6 MI S FROM GROVER.
 LL0012'6.6 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LL0012'FROM THE STATION AT GROVER, WELD COUNTY, 0.3 MILE SOUTH OF SLIGO
 LL0012'SIDING, 39.3 FEET WEST OF MILEPOST 289, 76.7 FEET SOUTHWEST OF THE
 LL0012'SOUTHWEST RAIL, AND ABOUT 2.8 FEET LOWER THAN THE TRACK.  A STANDARD
 LL0012'DISK, STAMPED K 209 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LL0012
 LL0012                          STATION RECOVERY (1972)
 LL0012
 LL0012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 LL0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0093 ***********************************************************************
 HK0093  DESIGNATION -  K 21
 HK0093  PID         -  HK0093
 HK0093  STATE/COUNTY-  CO/LAS ANIMAS
 HK0093  USGS QUAD   -  LUDLOW (1971)
 HK0093
 HK0093                         *CURRENT SURVEY CONTROL
 HK0093  ___________________________________________________________________
 HK0093* NAD 83(1986)-  37 16 23.     (N)    104 31 02.     (W)     SCALED    
 HK0093* NAVD 88     -      1895.212  (meters)    6217.87   (feet)  ADJUSTED  
 HK0093  ___________________________________________________________________
 HK0093  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 HK0093  DYNAMIC HT  -        1892.872 (meters)    6210.20  (feet)  COMP
 HK0093  MODELED GRAV-     979,329.0   (mgal)                       NAVD 88
 HK0093
 HK0093  VERT ORDER  -  FIRST     CLASS II
 HK0093
 HK0093.The horizontal coordinates were scaled from a topographic map and have
 HK0093.an estimated accuracy of +/- 6 seconds.
 HK0093
 HK0093.The orthometric height was determined by differential leveling
 HK0093.and adjusted by the National Geodetic Survey in June 1991..
 HK0093
 HK0093.The geoid height was determined by GEOID03.
 HK0093
 HK0093.The dynamic height is computed by dividing the NAVD 88
 HK0093.geopotential number by the normal gravity value computed on the
 HK0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0093.degrees latitude (g = 980.6199 gals.).
 HK0093
 HK0093.The modeled gravity was interpolated from observed gravity values.
 HK0093
 HK0093;                    North         East    Units  Estimated Accuracy
 HK0093;SPC CO S     -   372,560.    1,001,560.      MT  (+/- 180 meters Scaled)
 HK0093
 HK0093                          SUPERSEDED SURVEY CONTROL
 HK0093
 HK0093  NGVD 29 (??/??/92) 1894.178  (m)         6214.48   (f) ADJ UNCH    1 2
 HK0093
 HK0093.Superseded values are not recommended for survey control.
 HK0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0093.See file dsdata.txt to determine how the superseded data were derived.
 HK0093
 HK0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB428252(NAD 83)
 HK0093_MARKER: DB = BENCH MARK DISK
 HK0093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0093_STAMPING: 6214.482 K 21 1929
 HK0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0093+STABILITY: SURFACE MOTION
 HK0093
 HK0093  HISTORY     - Date     Condition        Report By
 HK0093  HISTORY     - 1929     MONUMENTED       CGS
 HK0093  HISTORY     - 1971     GOOD             USGS
 HK0093
 HK0093                          STATION DESCRIPTION
 HK0093
 HK0093'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HK0093'8.2 MI N FROM TRINIDAD.
 HK0093'8.2 MILES NORTH ALONG THE COLORADO AND SOUTHERN RAILWAY FROM THE
 HK0093'STATION AT TRINIDAD, LAS ANIMAS COUNTY, 800 FEET NORTHWEST OF A
 HK0093'CURVE, 500 FEET SOUTHWEST OF A SMALL CONE SHAPED HILL, 85 FEET
 HK0093'SOUTHEAST OF A CULVERT, 47 FEET NORTHEAST OF THE CENTERLINE OF THE
 HK0093'TRACK, 2 FEET SOUTHWEST OF THE RIGHT-OF-WAY FENCE, 1 1/2 FEET LOWER
 HK0093'THAN THE TRACK. A STANDARD DISK STAMPED 6214.482 K-21 1929, AND SET
 HK0093'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0045 ***********************************************************************
 LK0045  DESIGNATION -  K 213
 LK0045  PID         -  LK0045
 LK0045  STATE/COUNTY-  CO/PHILLIPS
 LK0045  USGS QUAD   -  AMHERST (1980)
 LK0045
 LK0045                         *CURRENT SURVEY CONTROL
 LK0045  ___________________________________________________________________
 LK0045* NAD 83(1986)-  40 38 43.     (N)    102 13 08.     (W)     SCALED    
 LK0045* NAVD 88     -      1128.713  (meters)    3703.12   (feet)  ADJUSTED  
 LK0045  ___________________________________________________________________
 LK0045  GEOID HEIGHT-         -21.02  (meters)                     GEOID03
 LK0045  DYNAMIC HT  -        1127.924 (meters)    3700.53  (feet)  COMP
 LK0045  MODELED GRAV-     979,886.6   (mgal)                       NAVD 88
 LK0045
 LK0045  VERT ORDER  -  SECOND    CLASS 0
 LK0045
 LK0045.The horizontal coordinates were scaled from a topographic map and have
 LK0045.an estimated accuracy of +/- 6 seconds.
 LK0045
 LK0045.The orthometric height was determined by differential leveling
 LK0045.and adjusted by the National Geodetic Survey in June 1991..
 LK0045
 LK0045.The geoid height was determined by GEOID03.
 LK0045
 LK0045.The dynamic height is computed by dividing the NAVD 88
 LK0045.geopotential number by the normal gravity value computed on the
 LK0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0045.degrees latitude (g = 980.6199 gals.).
 LK0045
 LK0045.The modeled gravity was interpolated from observed gravity values.
 LK0045
 LK0045;                    North         East    Units  Estimated Accuracy
 LK0045;SPC CO N     -   455,600.    1,191,870.      MT  (+/- 180 meters Scaled)
 LK0045
 LK0045                          SUPERSEDED SURVEY CONTROL
 LK0045
 LK0045  NGVD 29 (??/??/92) 1128.261  (m)         3701.64   (f) ADJ UNCH    2 0
 LK0045
 LK0045.Superseded values are not recommended for survey control.
 LK0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0045.See file dsdata.txt to determine how the superseded data were derived.
 LK0045
 LK0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF351031(NAD 83)
 LK0045_MARKER: DB = BENCH MARK DISK
 LK0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0045_STAMPING: K 213 1934
 LK0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0045+STABILITY: SURFACE MOTION
 LK0045
 LK0045  HISTORY     - Date     Condition        Report By
 LK0045  HISTORY     - 1934     MONUMENTED       CGS
 LK0045  HISTORY     - 1941     GOOD             NGS
 LK0045  HISTORY     - 1981     GOOD             NGS
 LK0045
 LK0045                          STATION DESCRIPTION
 LK0045
 LK0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LK0045'3.9 MI SW FROM AMHERST.
 LK0045'3.9 MILES SOUTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LK0045'RAILROAD FROM THE STATION AT AMHERST, PHILLIPS COUNTY, 3 RAILS EAST
 LK0045'OF MILEPOST 174, 30 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND
 LK0045'39 FEET SOUTH OF THE CENTER LINE OF A ROAD.  A STANDARD DISK,
 LK0045'STAMPED K 213 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LK0045
 LK0045                          STATION RECOVERY (1941)
 LK0045
 LK0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LK0045'RECOVERED IN GOOD CONDITION.
 LK0045
 LK0045                          STATION RECOVERY (1981)
 LK0045
 LK0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LK0045'THE BENCH MARK IS 3.9 MILES (6.5 KM) SOUTHWEST ALONG THE BURLINGTON
 LK0045'RAILROAD FROM THE STATION AT AMHERST, PHILLIPS COUNTY. IT IS 34 M
 LK0045'(112 FT) NORTHEAST FROM MILEPOST 174, 17.0 M (56 FT) SOUTHEAST FROM
 LK0045'THE CENTERLINE OF COLORADO STATE HIGHWAY 176, AND 9.6 M (31.5 FT)
 LK0045'NORTHWEST FROM THE NORTH RAIL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0203 ***********************************************************************
 KK0203  DESIGNATION -  K 23
 KK0203  PID         -  KK0203
 KK0203  STATE/COUNTY-  CO/DOUGLAS
 KK0203  USGS QUAD   -  SEDALIA (1994)
 KK0203
 KK0203                         *CURRENT SURVEY CONTROL
 KK0203  ___________________________________________________________________
 KK0203* NAD 83(1992)-  39 25 41.15066(N)    104 54 30.69573(W)     ADJUSTED  
 KK0203* NAVD 88     -      1824.181  (meters)    5984.83   (feet)  ADJUSTED  
 KK0203  ___________________________________________________________________
 KK0203  X           -  -1,269,576.655 (meters)                     COMP
 KK0203  Y           -  -4,768,563.866 (meters)                     COMP
 KK0203  Z           -   4,030,288.419 (meters)                     COMP
 KK0203  LAPLACE CORR-          -6.66  (seconds)                    DEFLEC99
 KK0203  ELLIP HEIGHT-        1807.43  (meters)          (12/03/02) GPS OBS
 KK0203  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 KK0203  DYNAMIC HT  -        1822.315 (meters)    5978.71  (feet)  COMP
 KK0203  MODELED GRAV-     979,539.6   (mgal)                       NAVD 88
 KK0203
 KK0203  HORZ ORDER  -  FIRST
 KK0203  VERT ORDER  -  FIRST     CLASS II
 KK0203  ELLP ORDER  -  FOURTH    CLASS II
 KK0203
 KK0203.The horizontal coordinates were established by GPS observations
 KK0203.and adjusted by the National Geodetic Survey in November 1993..
 KK0203
 KK0203.The orthometric height was determined by differential leveling
 KK0203.and adjusted by the National Geodetic Survey in June 1991..
 KK0203
 KK0203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK0203
 KK0203.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK0203
 KK0203.The ellipsoidal height was determined by GPS observations
 KK0203.and is referenced to NAD 83.
 KK0203
 KK0203.The geoid height was determined by GEOID03.
 KK0203
 KK0203.The dynamic height is computed by dividing the NAVD 88
 KK0203.geopotential number by the normal gravity value computed on the
 KK0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0203.degrees latitude (g = 980.6199 gals.).
 KK0203
 KK0203.The modeled gravity was interpolated from observed gravity values.
 KK0203
 KK0203;                    North         East     Units Scale Factor Converg.
 KK0203;SPC CO C     -   481,998.926   965,326.062   MT  0.99995216   +0 22 22.9
 KK0203;SPC CO C     - 1,581,358.14  3,167,073.92   sFT  0.99995216   +0 22 22.9
 KK0203;UTM  13      - 4,364,288.754   507,872.891   MT  0.99960076   +0 03 29.1
 KK0203
 KK0203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK0203!SPC CO C     -   0.99971652  x   0.99995216  =   0.99966869
 KK0203!UTM  13      -   0.99971652  x   0.99960076  =   0.99931739
 KK0203
 KK0203                          SUPERSEDED SURVEY CONTROL
 KK0203
 KK0203  ELLIP H (11/02/93) 1807.47   (m)                       GP(       ) 3 2
 KK0203  NAVD 88 (11/02/93) 1824.18   (m)         5984.8    (f) LEVELING    3  
 KK0203  NGVD 29 (??/??/92) 1823.200  (m)         5981.62   (f) ADJ UNCH    1 2
 KK0203
 KK0203.Superseded values are not recommended for survey control.
 KK0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0203.See file dsdata.txt to determine how the superseded data were derived.
 KK0203
 KK0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED0787364289(NAD 83)
 KK0203_MARKER: DB = BENCH MARK DISK
 KK0203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0203_SP_SET: CONCRETE POST
 KK0203_STAMPING: K 23 1929
 KK0203_MARK LOGO: CGS   
 KK0203_PROJECTION: PROJECTING 10 CENTIMETERS
 KK0203_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0203+STABILITY: SURFACE MOTION
 KK0203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0203+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 KK0203
 KK0203  HISTORY     - Date     Condition        Report By
 KK0203  HISTORY     - 1929     MONUMENTED       CGS
 KK0203  HISTORY     - 1954     GOOD             NGS
 KK0203  HISTORY     - 1983     GOOD             NGS
 KK0203  HISTORY     - 19921204 GOOD             CODOT
 KK0203  HISTORY     - 19940312 GOOD             MSAM
 KK0203  HISTORY     - 20021128 GOOD             CODOT
 KK0203  HISTORY     - 20060415 GOOD             COMPDA
 KK0203
 KK0203                          STATION DESCRIPTION
 KK0203
 KK0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0203'3 MI SE FROM SEDALIA.
 KK0203'3.0 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 KK0203'RAILROAD FROM THE STATION AT SEDALIA, 0.2 MILE WEST OF A PRIVATE
 KK0203'ROAD CROSSING, 0.15 MILE EAST OF BRIDGE 27.38, 73 FEET SOUTH OF
 KK0203'THE CENTER LINE OF U.S HIGHWAY 85, 48.4 FEET NORTH OF THE NORTH
 KK0203'RAIL, 2 FEET EAST OF A WITNESS POST, 140 FEET WEST OF THE NORTH
 KK0203'END OF A 48 INCH PIPE CULVERT UNDER THE RAILROAD, SET IN THE TOP
 KK0203'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 KK0203
 KK0203                          STATION RECOVERY (1983)
 KK0203
 KK0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0203'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  6.5 KM
 KK0203'(4.05 MI) NORTHWESTERLY ALONG THE DENVER AND RIO GRANDE WESTERN
 KK0203'RAILROAD FROM ITS JUNCTION WITH INTERSTATE HIGHWAY 25 IN CASTLE ROCK.
 KK0203
 KK0203                          STATION RECOVERY (1992)
 KK0203
 KK0203'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1992
 KK0203'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) NORTHWEST OF CASTLE ROCK
 KK0203'ALONG SH 85, IN THE CENTER OF SECTION 20, T 7 S, R 67 W, AT US
 KK0203'HIGHWAY MILEPOST 187.4.  OWNERSHIP--COLORADO DEPARTMENT OF
 KK0203'TRANSPORTATION.
 KK0203'TO REACH THE STATION FROM THE INTERCHANGE OF US HIGHWAY 85 AND
 KK0203'INTERSTATE 25, GO NORTHWEST OF US HIGHWAY 85 FOR 3.4 MI (5.5 KM) TO
 KK0203'THE STATION ON THE LEFT.
 KK0203'THE STATION IS A BRASS DISK SET IN A CONCRETE POST 0.4 FT (0.1 M)
 KK0203'ABOVE THE GROUND. IT IS 0.15 MI (0.24 KM) NORTHWEST OF THE HAPPY
 KK0203'CANYON ROAD (COUNTY ROAD 33) AND US HIGHWAY 85 INTERSECTION, 73 FT
 KK0203'(22.3 M) SOUTH OF THE CENTERLINE OF US HIGHWAY 85, 48.4 FT (14.8 M)
 KK0203'NORTH OF THE NORTH RAIL OF THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KK0203'TRACKS, 2 FT (0.6 M) EAST OF A WITNESS POST, AND 140 FT (42.7 M) WEST
 KK0203'OF THE INLET END OF A 4 FT (1.2 M) CULVERT PIPE UNDER THE RAILROAD.
 KK0203
 KK0203                          STATION RECOVERY (1994)
 KK0203
 KK0203'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1994 (KCH)
 KK0203'RECOVERED AS DESCRIBED.
 KK0203
 KK0203                          STATION RECOVERY (2002)
 KK0203
 KK0203'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2002 (DBB)
 KK0203'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION (2002)
 KK0203' 
 KK0203'RECOVERED IN GOOD CONDITION
 KK0203' 
 KK0203'STATION IS ABOUT 4.8 KM (3.0 MILES) SOUTHEASTERLY OF SEDALIA, CO AND
 KK0203'10.5 KM (6.5 MILES) NORTHWESTERLY OF CASTLE ROCK, CO AND IS ON THE
 KK0203'PROPERTY OWNED BY THE COLORADO DEPARTMENT OF TRANSPORTATION.
 KK0203' 
 KK0203'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 25 AND
 KK0203'FOUNDERS-MEADOWS PARKWAYS (EXIT 184) GO WESTERLY FOR 0.5 KM (0.3
 KK0203'MILES) TO U.S. HIGHWAY 85 TURN RIGHT AND GO NORTHWESTERLY ON
 KK0203'.S.HIGHWAY 85 FOR 3.6 KM (2.25 MILES) TO THE STATION ON THE LEFT, 0.24
 KK0203'KM (0.15 MILES) NORTHWEST OF THE HAPPY CANYON ROAD (COUNTY ROAD 33)
 KK0203'AND U.S. HIGHWAY 85 INTERSECTION.
 KK0203' 
 KK0203'THE STATION IS A BRASS DISK SET IN A CONCRETE POST 10 CM ABOVE THE
 KK0203'GROUND. THE MARK IS  22.3 METERS (73.0 FEET) SOUTH OF THE CENTERLINE
 KK0203'OF U.S. HIGHWAY 85,  14.8 METERS (48.4 FEET) NORTH OF THE NORTH RAIL
 KK0203'OF THE UNION PACIFIC RAILROAD TRACKS, 0.6 METERS (2.0 FEET) EASTERLY
 KK0203'OF CDOH CARSONITE WITNESS POST AND 0.6 METERS (2.0 FEET) WESTERLY OF
 KK0203'CDOH CARSONITE WITNESS POST.
 KK0203' 
 KK0203'
 KK0203
 KK0203                          STATION RECOVERY (2006)
 KK0203
 KK0203'RECOVERY NOTE BY COMPASSDATA INC 2006 (RL)
 KK0203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0129 ***********************************************************************
 KK0129  DESIGNATION -  K 24
 KK0129  PID         -  KK0129
 KK0129  STATE/COUNTY-  CO/EL PASO
 KK0129  USGS QUAD   -  CALHAN (1970)
 KK0129
 KK0129                         *CURRENT SURVEY CONTROL
 KK0129  ___________________________________________________________________
 KK0129* NAD 83(1986)-  39 03 13.     (N)    104 22 23.     (W)     SCALED    
 KK0129* NAVD 88     -      2048.968  (meters)    6722.32   (feet)  ADJUSTED  
 KK0129  ___________________________________________________________________
 KK0129  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 KK0129  DYNAMIC HT  -        2046.745 (meters)    6715.03  (feet)  COMP
 KK0129  MODELED GRAV-     979,469.1   (mgal)                       NAVD 88
 KK0129
 KK0129  VERT ORDER  -  SECOND    CLASS 0
 KK0129
 KK0129.The horizontal coordinates were scaled from a topographic map and have
 KK0129.an estimated accuracy of +/- 6 seconds.
 KK0129
 KK0129.The orthometric height was determined by differential leveling
 KK0129.and adjusted by the National Geodetic Survey in June 1991..
 KK0129
 KK0129.The geoid height was determined by GEOID03.
 KK0129
 KK0129.The dynamic height is computed by dividing the NAVD 88
 KK0129.geopotential number by the normal gravity value computed on the
 KK0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0129.degrees latitude (g = 980.6199 gals.).
 KK0129
 KK0129.The modeled gravity was interpolated from observed gravity values.
 KK0129
 KK0129;                    North         East    Units  Estimated Accuracy
 KK0129;SPC CO C     -   440,870.    1,011,940.      MT  (+/- 180 meters Scaled)
 KK0129
 KK0129                          SUPERSEDED SURVEY CONTROL
 KK0129
 KK0129  NGVD 29 (??/??/92) 2047.884  (m)         6718.77   (f) ADJ UNCH    2 0
 KK0129
 KK0129.Superseded values are not recommended for survey control.
 KK0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0129.See file dsdata.txt to determine how the superseded data were derived.
 KK0129
 KK0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED542229(NAD 83)
 KK0129_MARKER: DB = BENCH MARK DISK
 KK0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0129_SP_SET: SET IN TOP OF CONCRETE POST
 KK0129_STAMPING: K 24 1929
 KK0129_MARK LOGO: CGS   
 KK0129_PROJECTION: PROJECTING 25 CENTIMETERS
 KK0129_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0129+STABILITY: SURFACE MOTION
 KK0129
 KK0129  HISTORY     - Date     Condition        Report By
 KK0129  HISTORY     - 1929     MONUMENTED       CGS
 KK0129  HISTORY     - 1934     GOOD             NGS
 KK0129
 KK0129                          STATION DESCRIPTION
 KK0129
 KK0129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KK0129'4.6 MI SW FROM CALHAN.
 KK0129'4.6 MILES SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KK0129'RAILROAD FROM THE STATION AT CALHAN, 0.1 MILE SOUTH OF AN
 KK0129'EAST-AND-WEST GRAVEL ROAD, 88 FEET EAST OF MILEPOST 575, 214 FEET
 KK0129'EAST OF AN IRON CULVERT, AT THE CROSSING OF A PRIVATE ROAD LEADING
 KK0129'TO THE A. KOBILAN FARM, 93 FEET NORTH OF THE CENTERLINE OF THE
 KK0129'TRACK, 22 FEET WEST OF THE CENTERLINE OF THE ROAD, 14 FEET WEST OF
 KK0129'A POINT 1.5 FEET SOUTH OF THE WEST GATEPOST OF A GATE IN THE NORTH
 KK0129'RIGHT-OF-WAY FENCE, AND ABOUT 4 FEET LOWER THAN THE TRACK.  A
 KK0129'STANDARD DISK, STAMPED K 24 1929 AND SET IN THE TOP OF A CONCRETE
 KK0129'POST PROJECTING ABOUT 10 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8232 ***********************************************************************
 AA8232  DESIGNATION -  K 24
 AA8232  PID         -  AA8232
 AA8232  STATE/COUNTY-  CO/DOUGLAS
 AA8232  USGS QUAD   -  KASSLER (1994)
 AA8232
 AA8232                         *CURRENT SURVEY CONTROL
 AA8232  ___________________________________________________________________
 AA8232* NAD 83(1992)-  39 23 11.53435(N)    105 01 18.85209(W)     ADJUSTED  
 AA8232* NAVD 88     -      1955.1    (meters)    6414.     (feet)  GPS OBS   
 AA8232  ___________________________________________________________________
 AA8232  X           -  -1,279,795.981 (meters)                     COMP
 AA8232  Y           -  -4,768,970.440 (meters)                     COMP
 AA8232  Z           -   4,026,805.801 (meters)                     COMP
 AA8232  LAPLACE CORR-         -14.64  (seconds)                    DEFLEC99
 AA8232  ELLIP HEIGHT-        1939.05  (meters)          (12/03/02) GPS OBS
 AA8232  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 AA8232
 AA8232  HORZ ORDER  -  FIRST
 AA8232  ELLP ORDER  -  FOURTH    CLASS II
 AA8232
 AA8232.The horizontal coordinates were established by GPS observations
 AA8232.and adjusted by the National Geodetic Survey in December 1994..
 AA8232
 AA8232.The orthometric height was determined by GPS observations and a
 AA8232.high-resolution geoid model.
 AA8232
 AA8232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8232
 AA8232.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8232
 AA8232.The ellipsoidal height was determined by GPS observations
 AA8232.and is referenced to NAD 83.
 AA8232
 AA8232.The geoid height was determined by GEOID03.
 AA8232
 AA8232;                    North         East     Units Scale Factor Converg.
 AA8232;SPC CO C     -   477,327.620   955,589.016   MT  0.99994829   +0 18 05.5
 AA8232;SPC CO C     - 1,566,032.37  3,135,128.30   sFT  0.99994829   +0 18 05.5
 AA8232;UTM  13      - 4,359,672.700   498,113.713   MT  0.99960004   -0 00 50.0
 AA8232
 AA8232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8232!SPC CO C     -   0.99969588  x   0.99994829  =   0.99964418
 AA8232!UTM  13      -   0.99969588  x   0.99960004  =   0.99929604
 AA8232
 AA8232                          SUPERSEDED SURVEY CONTROL
 AA8232
 AA8232  ELLIP H (01/31/97) 1939.09   (m)                       GP(       ) 4 1
 AA8232
 AA8232.Superseded values are not recommended for survey control.
 AA8232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8232.See file dsdata.txt to determine how the superseded data were derived.
 AA8232
 AA8232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9811459673(NAD 83)
 AA8232_MARKER: DB = BENCH MARK DISK
 AA8232_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA8232_SP_SET: CULVERT HEADWALL
 AA8232_STAMPING: K 24 1944 6411
 AA8232_MARK LOGO: USGS  
 AA8232_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA8232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8232+STABILITY: SURFACE MOTION
 AA8232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8232+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1994
 AA8232
 AA8232  HISTORY     - Date     Condition        Report By
 AA8232  HISTORY     - 19940312 MONUMENTED       MSAM
 AA8232
 AA8232                          STATION DESCRIPTION
 AA8232
 AA8232'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1994 (KCH)
 AA8232'THE STATION IS LOCATED ABOUT 9 MILES (14.5 KM) WEST OF CASTLE ROCK,
 AA8232'COLO ON THE NORTH SIDE OF STATE HIGHWAY 67, IN SECTION 5, TOWNSHIP 8
 AA8232'SOUTH, RANGE 68 WEST OF THE 6TH P.M. OWNERSHIP-- COLORADO DEPARTMENT
 AA8232'OF TRANSPORTATION. TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AA8232'HIGHWAY 85 (SANTA FE DRIVE) AND STATE HIGHWAY 67 IN SEDALIA, COLORADO,
 AA8232'GO WEST ON STATE HIGHWAY 67 FOR 5.02 MILES (8.08 KM) TO THE STATION ON
 AA8232'THE NORTH SIDE (RIGHT) OF THE ROAD. THE STATION IS A BRASS DISK SET IN
 AA8232'A CONCRETE HEADWALL FOR A CULVERT, OPPOSITE THE INTERSECTION OF STATE
 AA8232'HIGHWAY 67 AND OAK VALLEY ROAD, MARKED WITH A DOUGLAS COUNTY
 AA8232'CARSONITE, 62.9 FEET (19.2 M) WEST OF A SIGN POST WITH SHINER MARKED
 AA8232'22568, 75.2 FEET (22.9 M) NORTHEAST OF A POWER POLE WITH SHINER MARKED
 AA8232'22568, 117.5 FEET (35.8 M) NORTHWEST OF A SIGN POST WITH SHINER MARKED
 AA8232'22568.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0187 ***********************************************************************
 KJ0187  DESIGNATION -  K 25
 KJ0187  PID         -  KJ0187
 KJ0187  STATE/COUNTY-  CO/LINCOLN
 KJ0187  USGS QUAD   -  HUGO SW (1979)
 KJ0187
 KJ0187                         *CURRENT SURVEY CONTROL
 KJ0187  ___________________________________________________________________
 KJ0187* NAD 83(1986)-  39 04 28.     (N)    103 23 28.     (W)     SCALED    
 KJ0187* NAVD 88     -      1509.735  (meters)    4953.19   (feet)  ADJUSTED  
 KJ0187  ___________________________________________________________________
 KJ0187  GEOID HEIGHT-         -20.88  (meters)                     GEOID03
 KJ0187  DYNAMIC HT  -        1508.287 (meters)    4948.44  (feet)  COMP
 KJ0187  MODELED GRAV-     979,615.5   (mgal)                       NAVD 88
 KJ0187
 KJ0187  VERT ORDER  -  FIRST     CLASS II
 KJ0187
 KJ0187.The horizontal coordinates were scaled from a topographic map and have
 KJ0187.an estimated accuracy of +/- 6 seconds.
 KJ0187
 KJ0187.The orthometric height was determined by differential leveling
 KJ0187.and adjusted by the National Geodetic Survey in June 1991..
 KJ0187
 KJ0187.The geoid height was determined by GEOID03.
 KJ0187
 KJ0187.The dynamic height is computed by dividing the NAVD 88
 KJ0187.geopotential number by the normal gravity value computed on the
 KJ0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0187.degrees latitude (g = 980.6199 gals.).
 KJ0187
 KJ0187.The modeled gravity was interpolated from observed gravity values.
 KJ0187
 KJ0187;                    North         East    Units  Estimated Accuracy
 KJ0187;SPC CO C     -   444,690.    1,096,870.      MT  (+/- 180 meters Scaled)
 KJ0187
 KJ0187                          SUPERSEDED SURVEY CONTROL
 KJ0187
 KJ0187  NGVD 29 (??/??/92) 1509.006  (m)         4950.80   (f) ADJ UNCH    1 2
 KJ0187
 KJ0187.Superseded values are not recommended for survey control.
 KJ0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0187.See file dsdata.txt to determine how the superseded data were derived.
 KJ0187
 KJ0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD391262(NAD 83)
 KJ0187_MARKER: DB = BENCH MARK DISK
 KJ0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0187_STAMPING: K 25 1929
 KJ0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0187+STABILITY: SURFACE MOTION
 KJ0187
 KJ0187  HISTORY     - Date     Condition        Report By
 KJ0187  HISTORY     - 1929     MONUMENTED       CGS
 KJ0187  HISTORY     - 1938     GOOD             NGS
 KJ0187
 KJ0187                          STATION DESCRIPTION
 KJ0187
 KJ0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KJ0187'3.2 MI NW FROM CLIFFORD.
 KJ0187'3.2 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KJ0187'AT CLIFFORD, LINCOLN COUNTY, ABOUT 170 FEET SOUTH OF OLD U.S.
 KJ0187'HIGHWAY 40 S, 35 FEET EAST OF BRIDGE 529.48, 110 FEET NORTH OF THE
 KJ0187'TRACK, 10 FEET SOUTH OF AN EAST-AND-WEST WAGON ROAD, 2 1/2 FEET SOUTH
 KJ0187'OF AN EAST-AND-WEST FENCE, AND ABOUT 3 FEET LOWER THAN THE TRACK.
 KJ0187'A STANDARD DISK, STAMPED K 25 1929 AND SET IN THE TOP OF A CONCRETE
 KJ0187'POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0317 ***********************************************************************
 JJ0317  DESIGNATION -  K 256
 JJ0317  PID         -  JJ0317
 JJ0317  STATE/COUNTY-  CO/CHEYENNE
 JJ0317  USGS QUAD   -  AROYA (1978)
 JJ0317
 JJ0317                         *CURRENT SURVEY CONTROL
 JJ0317  ___________________________________________________________________
 JJ0317* NAD 83(1986)-  38 51 51.     (N)    103 09 41.     (W)     SCALED    
 JJ0317* NAVD 88     -      1397.527  (meters)    4585.05   (feet)  ADJUSTED  
 JJ0317  ___________________________________________________________________
 JJ0317  GEOID HEIGHT-         -21.90  (meters)                     GEOID03
 JJ0317  DYNAMIC HT  -        1396.175 (meters)    4580.62  (feet)  COMP
 JJ0317  MODELED GRAV-     979,611.5   (mgal)                       NAVD 88
 JJ0317
 JJ0317  VERT ORDER  -  FIRST     CLASS II
 JJ0317
 JJ0317.The horizontal coordinates were scaled from a topographic map and have
 JJ0317.an estimated accuracy of +/- 6 seconds.
 JJ0317
 JJ0317.The orthometric height was determined by differential leveling
 JJ0317.and adjusted by the National Geodetic Survey in June 1991..
 JJ0317
 JJ0317.The geoid height was determined by GEOID03.
 JJ0317
 JJ0317.The dynamic height is computed by dividing the NAVD 88
 JJ0317.geopotential number by the normal gravity value computed on the
 JJ0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0317.degrees latitude (g = 980.6199 gals.).
 JJ0317
 JJ0317.The modeled gravity was interpolated from observed gravity values.
 JJ0317
 JJ0317;                    North         East    Units  Estimated Accuracy
 JJ0317;SPC CO C     -   421,840.    1,117,340.      MT  (+/- 180 meters Scaled)
 JJ0317
 JJ0317                          SUPERSEDED SURVEY CONTROL
 JJ0317
 JJ0317  NGVD 29 (??/??/92) 1396.860  (m)         4582.86   (f) ADJ UNCH    1 2
 JJ0317
 JJ0317.Superseded values are not recommended for survey control.
 JJ0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0317.See file dsdata.txt to determine how the superseded data were derived.
 JJ0317
 JJ0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD595033(NAD 83)
 JJ0317_MARKER: DB = BENCH MARK DISK
 JJ0317_SETTING: 80 = SET IN A BOULDER
 JJ0317_SP_SET: BOULDER
 JJ0317_STAMPING: K 256 1938
 JJ0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0317+STABILITY: SURFACE MOTION
 JJ0317
 JJ0317  HISTORY     - Date     Condition        Report By
 JJ0317  HISTORY     - 1938     MONUMENTED       CGS
 JJ0317  HISTORY     - 1974     MARK NOT FOUND   USGS
 JJ0317
 JJ0317                          STATION DESCRIPTION
 JJ0317
 JJ0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JJ0317'1.5 MI NW FROM AROYA.
 JJ0317'1.5 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JJ0317'STATION AT AROYA, CHEYENNE COUNTY, 6 FEET WEST OF MILEPOST 509, 2
 JJ0317'POLES EAST OF BRIDGE 509.05, 80 FEET SOUTH OF OLD U.S. HIGHWAY 40
 JJ0317'S, 85 FEET NORTH OF THE TRACK, AND IN THE TOP OF BURIED BOULDER.
 JJ0317'A STANDARD DISK, STAMPED K 256 1938.
 JJ0317
 JJ0317                          STATION RECOVERY (1974)
 JJ0317
 JJ0317'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0224 ***********************************************************************
 KJ0224  DESIGNATION -  K 257
 KJ0224  PID         -  KJ0224
 KJ0224  STATE/COUNTY-  CO/LINCOLN
 KJ0224  USGS QUAD   -  LIMON (1970)
 KJ0224
 KJ0224                         *CURRENT SURVEY CONTROL
 KJ0224  ___________________________________________________________________
 KJ0224* NAD 83(1986)-  39 15 05.     (N)    103 40 10.     (W)     SCALED    
 KJ0224* NAVD 88     -      1625.932  (meters)    5334.41   (feet)  ADJUSTED  
 KJ0224  ___________________________________________________________________
 KJ0224  GEOID HEIGHT-         -19.78  (meters)                     GEOID03
 KJ0224  DYNAMIC HT  -        1624.371 (meters)    5329.29  (feet)  COMP
 KJ0224  MODELED GRAV-     979,609.3   (mgal)                       NAVD 88
 KJ0224
 KJ0224  VERT ORDER  -  FIRST     CLASS II
 KJ0224
 KJ0224.The horizontal coordinates were scaled from a topographic map and have
 KJ0224.an estimated accuracy of +/- 6 seconds.
 KJ0224
 KJ0224.The orthometric height was determined by differential leveling
 KJ0224.and adjusted by the National Geodetic Survey in June 1991..
 KJ0224
 KJ0224.The geoid height was determined by GEOID03.
 KJ0224
 KJ0224.The dynamic height is computed by dividing the NAVD 88
 KJ0224.geopotential number by the normal gravity value computed on the
 KJ0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0224.degrees latitude (g = 980.6199 gals.).
 KJ0224
 KJ0224.The modeled gravity was interpolated from observed gravity values.
 KJ0224
 KJ0224;                    North         East    Units  Estimated Accuracy
 KJ0224;SPC CO C     -   463,810.    1,072,390.      MT  (+/- 180 meters Scaled)
 KJ0224
 KJ0224                          SUPERSEDED SURVEY CONTROL
 KJ0224
 KJ0224  NGVD 29 (??/??/92) 1625.136  (m)         5331.80   (f) ADJ UNCH    1 2
 KJ0224
 KJ0224.Superseded values are not recommended for survey control.
 KJ0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0224.See file dsdata.txt to determine how the superseded data were derived.
 KJ0224
 KJ0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD148455(NAD 83)
 KJ0224_MARKER: DB = BENCH MARK DISK
 KJ0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0224_STAMPING: K 257 1938
 KJ0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0224+STABILITY: SURFACE MOTION
 KJ0224
 KJ0224  HISTORY     - Date     Condition        Report By
 KJ0224  HISTORY     - 1938     MONUMENTED       CGS
 KJ0224  HISTORY     - 1970     GOOD             NGS
 KJ0224
 KJ0224                          STATION DESCRIPTION
 KJ0224
 KJ0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KJ0224'1.3 MI SE FROM LIMON.
 KJ0224'LIMON, 1.3 MI. SE ALONG UP RR FROM THE CHICAGO, ROCK ISLAND AND
 KJ0224'PACIFIC RR STATION AT, LINCOLN COUNTY, 6 POLES EAST FROM A TRACK
 KJ0224'XING-ONE-MILE SIGN, 85 FEET N. OF THE TRACK, ON POLE LINE 640 FEET
 KJ0224'SE FROM FENCE CORNER, IN TOP OF CONCRETE POST, STANDARD DISK STAMPED
 KJ0224'K 257 1938. ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0362 ***********************************************************************
 KJ0362  DESIGNATION -  K 258
 KJ0362  PID         -  KJ0362
 KJ0362  STATE/COUNTY-  CO/ELBERT
 KJ0362  USGS QUAD   -  NOONEN RESERVOIR SW (1969)
 KJ0362
 KJ0362                         *CURRENT SURVEY CONTROL
 KJ0362  ___________________________________________________________________
 KJ0362* NAD 83(1986)-  39 32 15.     (N)    103 59 44.     (W)     SCALED    
 KJ0362* NAVD 88     -      1620.874  (meters)    5317.82   (feet)  ADJUSTED  
 KJ0362  ___________________________________________________________________
 KJ0362  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 KJ0362  DYNAMIC HT  -        1619.362 (meters)    5312.86  (feet)  COMP
 KJ0362  MODELED GRAV-     979,636.8   (mgal)                       NAVD 88
 KJ0362
 KJ0362  VERT ORDER  -  FIRST     CLASS II
 KJ0362
 KJ0362.The horizontal coordinates were scaled from a topographic map and have
 KJ0362.an estimated accuracy of +/- 6 seconds.
 KJ0362
 KJ0362.The orthometric height was determined by differential leveling
 KJ0362.and adjusted by the National Geodetic Survey in June 1991..
 KJ0362
 KJ0362.The geoid height was determined by GEOID03.
 KJ0362
 KJ0362.The dynamic height is computed by dividing the NAVD 88
 KJ0362.geopotential number by the normal gravity value computed on the
 KJ0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0362.degrees latitude (g = 980.6199 gals.).
 KJ0362
 KJ0362.The modeled gravity was interpolated from observed gravity values.
 KJ0362
 KJ0362;                    North         East    Units  Estimated Accuracy
 KJ0362;SPC CO C     -   495,050.    1,043,720.      MT  (+/- 180 meters Scaled)
 KJ0362
 KJ0362                          SUPERSEDED SURVEY CONTROL
 KJ0362
 KJ0362  NGVD 29 (??/??/92) 1620.046  (m)         5315.10   (f) ADJ UNCH    1 2
 KJ0362
 KJ0362.Superseded values are not recommended for survey control.
 KJ0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0362.See file dsdata.txt to determine how the superseded data were derived.
 KJ0362
 KJ0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED863769(NAD 83)
 KJ0362_MARKER: DB = BENCH MARK DISK
 KJ0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0362_STAMPING: K 258 1938
 KJ0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0362+STABILITY: SURFACE MOTION
 KJ0362
 KJ0362  HISTORY     - Date     Condition        Report By
 KJ0362  HISTORY     - 1938     MONUMENTED       CGS
 KJ0362  HISTORY     - 1969     MARK NOT FOUND   USGS
 KJ0362
 KJ0362                          STATION DESCRIPTION
 KJ0362
 KJ0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KJ0362'6 MI NW FROM AGATE.
 KJ0362'6.0 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KJ0362'AT AGATE, ELBERT COUNTY, 8 POLES NORTHWEST OF MILEPOST 578, ABOUT 250
 KJ0362'FEET NORTH OF BRIDGE 578.16, AT A CULVERT UNDER U.S. HIGHWAY 40 AND IN
 KJ0362'THE TOP OF THE CONCRETE HEADWALL.  A STANDARD DISK, STAMPED K 258
 KJ0362'1938.
 KJ0362
 KJ0362                          STATION RECOVERY (1969)
 KJ0362
 KJ0362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 KJ0362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0322 ***********************************************************************
 KK0322  DESIGNATION -  K 259
 KK0322  PID         -  KK0322
 KK0322  STATE/COUNTY-  CO/ADAMS
 KK0322  USGS QUAD   -  COAL CREEK (1994)
 KK0322
 KK0322                         *CURRENT SURVEY CONTROL
 KK0322  ___________________________________________________________________
 KK0322* NAD 83(1986)-  39 44 25.     (N)    104 38 02.     (W)     SCALED    
 KK0322* NAVD 88     -      1695.511  (meters)    5562.69   (feet)  POSTED    
 KK0322  ___________________________________________________________________
 KK0322  GEOID HEIGHT-         -17.92  (meters)                     GEOID03
 KK0322  DYNAMIC HT  -        1693.900 (meters)    5557.40  (feet)  COMP
 KK0322  MODELED GRAV-     979,615.4   (mgal)                       NAVD 88
 KK0322
 KK0322  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 KK0322
 KK0322.The horizontal coordinates were scaled from a topographic map and have
 KK0322.an estimated accuracy of +/- 6 seconds.
 KK0322
 KK0322.The orthometric height was determined by differential leveling
 KK0322.and adjusted by the National Geodetic Survey in 1992..
 KK0322.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 KK0322.rate of 4.1 thru 8.0 mm/km.
 KK0322
 KK0322.The geoid height was determined by GEOID03.
 KK0322
 KK0322.The dynamic height is computed by dividing the NAVD 88
 KK0322.geopotential number by the normal gravity value computed on the
 KK0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0322.degrees latitude (g = 980.6199 gals.).
 KK0322
 KK0322.The modeled gravity was interpolated from observed gravity values.
 KK0322
 KK0322;                    North         East    Units  Estimated Accuracy
 KK0322;SPC CO N     -   350,350.      988,640.      MT  (+/- 180 meters Scaled)
 KK0322
 KK0322                          SUPERSEDED SURVEY CONTROL
 KK0322
 KK0322  NGVD 29 (??/??/92) 1694.579  (m)         5559.63   (f) ADJ UNCH    1 2
 KK0322
 KK0322.Superseded values are not recommended for survey control.
 KK0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0322.See file dsdata.txt to determine how the superseded data were derived.
 KK0322
 KK0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED313989(NAD 83)
 KK0322_MARKER: DB = BENCH MARK DISK
 KK0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0322_STAMPING: K 259 1938
 KK0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0322+STABILITY: SURFACE MOTION
 KK0322
 KK0322  HISTORY     - Date     Condition        Report By
 KK0322  HISTORY     - 1938     MONUMENTED       CGS
 KK0322  HISTORY     - 1939     GOOD             NGS
 KK0322  HISTORY     - 1982     GOOD             NGS
 KK0322  HISTORY     - 20000301 GOOD             ZYLSTR
 KK0322
 KK0322                          STATION DESCRIPTION
 KK0322
 KK0322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0322'1.6 MI W FROM WATKINS.
 KK0322'1.6 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KK0322'AT WATKINS, ADAMS COUNTY, AT MILEPOST 620, 6 POLES EAST OF BRIDGE
 KK0322'620.16, 100 FEET NORTH OF THE TRACK, AND 4 FEET SOUTHEAST OF A
 KK0322'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED K 259 1938
 KK0322'AND SET IN THE TOP OF A CONCRETE POST.
 KK0322
 KK0322                          STATION RECOVERY (1982)
 KK0322
 KK0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0322'RECOVERED IN GOOD CONDITION.
 KK0322
 KK0322                          STATION RECOVERY (2000)
 KK0322
 KK0322'RECOVERY NOTE BY ZYLSTRA-BAKER SURVEYING INCORPORATED 2000 (LD)
 KK0322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0191 ***********************************************************************
 LK0191  DESIGNATION -  K 26
 LK0191  PID         -  LK0191
 LK0191  STATE/COUNTY-  CO/LOGAN
 LK0191  USGS QUAD   -  STERLING NORTH (1951)
 LK0191
 LK0191                         *CURRENT SURVEY CONTROL
 LK0191  ___________________________________________________________________
 LK0191* NAD 83(1986)-  40 42 07.     (N)    103 10 25.     (W)     SCALED    
 LK0191* NAVD 88     -      1199.998  (meters)    3936.99   (feet)  ADJUSTED  
 LK0191  ___________________________________________________________________
 LK0191  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 LK0191  DYNAMIC HT  -        1199.133 (meters)    3934.16  (feet)  COMP
 LK0191  MODELED GRAV-     979,862.0   (mgal)                       NAVD 88
 LK0191
 LK0191  VERT ORDER  -  FIRST     CLASS II
 LK0191
 LK0191.The horizontal coordinates were scaled from a topographic map and have
 LK0191.an estimated accuracy of +/- 6 seconds.
 LK0191
 LK0191.The orthometric height was determined by differential leveling
 LK0191.and adjusted by the National Geodetic Survey in June 1991..
 LK0191
 LK0191.The geoid height was determined by GEOID03.
 LK0191
 LK0191.The dynamic height is computed by dividing the NAVD 88
 LK0191.geopotential number by the normal gravity value computed on the
 LK0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0191.degrees latitude (g = 980.6199 gals.).
 LK0191
 LK0191.The modeled gravity was interpolated from observed gravity values.
 LK0191
 LK0191;                    North         East    Units  Estimated Accuracy
 LK0191;SPC CO N     -   459,340.    1,110,990.      MT  (+/- 180 meters Scaled)
 LK0191
 LK0191                          SUPERSEDED SURVEY CONTROL
 LK0191
 LK0191  NGVD 29 (??/??/92) 1199.468  (m)         3935.25   (f) ADJ UNCH    1 2
 LK0191
 LK0191.Superseded values are not recommended for survey control.
 LK0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0191.See file dsdata.txt to determine how the superseded data were derived.
 LK0191
 LK0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF542072(NAD 83)
 LK0191_MARKER: DB = BENCH MARK DISK
 LK0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0191_STAMPING: K 26 1933
 LK0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0191+STABILITY: SURFACE MOTION
 LK0191
 LK0191  HISTORY     - Date     Condition        Report By
 LK0191  HISTORY     - 1933     MONUMENTED       CGS
 LK0191  HISTORY     - 1934     GOOD             NGS
 LK0191  HISTORY     - 1985     MARK NOT FOUND   NGS
 LK0191
 LK0191                          STATION DESCRIPTION
 LK0191
 LK0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LK0191'5.6 MI N FROM STERLING.
 LK0191'5.6 MILES NORTH OF STERLING BY RAIL K- 26 IS LOCATED ON THE R/W OF
 LK0191'THE C.B. AND Q. RAILROAD AT A PUBLIC ROAD CROSSING, 4/10 MILE SOUTH
 LK0191'OF MILEPOST 109, AND 22 1/2 POLES NORTH OF MILEPOST 110, AT THE SOUTH
 LK0191'END OF A LARGE CUT, IN THE SOUTHEAST FENCE CORNER, 3.6 FEET SOUTH
 LK0191'OF THE SOUTH ROAD FENCE, 3.0 FEET WEST OF THE EAST C.B. AND Q. R/W
 LK0191'FENCE, 32.0 FEET EAST OF THE EAST RAIL OF THE MAINLINE, 34.0 FT. SOUTH
 LK0191'OF THE CENTERLINE OF THE ROAD, 66.0 FEET WEST OF THE CENTERLINE OF
 LK0191'THE COUNTY ROAD ON THE EAST SIDE OF THE TRACKS.  ROAD CROSSING IS
 LK0191'APPROX. 100 FEET SOUTH OF THE NORTH BOUNDARY OF SEC. 3, T.8.N., R.52.W
 LK0191'TABLET IS STAMPED K-26, 1933.
 LK0191
 LK0191                          STATION RECOVERY (1934)
 LK0191
 LK0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 LK0191'RECOVERED IN GOOD CONDITION.
 LK0191
 LK0191                          STATION RECOVERY (1985)
 LK0191
 LK0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LK0191'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0404 ***********************************************************************
 KK0404  DESIGNATION -  K 260
 KK0404  PID         -  KK0404
 KK0404  STATE/COUNTY-  CO/ADAMS
 KK0404  USGS QUAD   -  BRIGHTON (1994)
 KK0404
 KK0404                         *CURRENT SURVEY CONTROL
 KK0404  ___________________________________________________________________
 KK0404* NAD 83(1986)-  39 54 28.     (N)    104 51 39.     (W)     SCALED    
 KK0404* NAVD 88     -      1539.934  (meters)    5052.27   (feet)  ADJUSTED  
 KK0404  ___________________________________________________________________
 KK0404  GEOID HEIGHT-         -17.72  (meters)                     GEOID03
 KK0404  DYNAMIC HT  -        1538.516 (meters)    5047.61  (feet)  COMP
 KK0404  MODELED GRAV-     979,651.6   (mgal)                       NAVD 88
 KK0404
 KK0404  VERT ORDER  -  FIRST     CLASS II
 KK0404
 KK0404.The horizontal coordinates were scaled from a topographic map and have
 KK0404.an estimated accuracy of +/- 6 seconds.
 KK0404
 KK0404.The orthometric height was determined by differential leveling
 KK0404.and adjusted by the National Geodetic Survey in June 1991..
 KK0404
 KK0404.The geoid height was determined by GEOID03.
 KK0404
 KK0404.The dynamic height is computed by dividing the NAVD 88
 KK0404.geopotential number by the normal gravity value computed on the
 KK0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0404.degrees latitude (g = 980.6199 gals.).
 KK0404
 KK0404.The modeled gravity was interpolated from observed gravity values.
 KK0404
 KK0404;                    North         East    Units  Estimated Accuracy
 KK0404;SPC CO N     -   368,780.      969,050.      MT  (+/- 180 meters Scaled)
 KK0404
 KK0404                          SUPERSEDED SURVEY CONTROL
 KK0404
 KK0404  NGVD 29 (??/??/??) 1539.050  (m)         5049.37   (f) ADJUSTED    1 2
 KK0404
 KK0404.Superseded values are not recommended for survey control.
 KK0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0404.See file dsdata.txt to determine how the superseded data were derived.
 KK0404
 KK0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE118175(NAD 83)
 KK0404_MARKER: DB = BENCH MARK DISK
 KK0404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0404_STAMPING: K 260 1938
 KK0404_MARK LOGO: CGS   
 KK0404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0404+STABILITY: SURFACE MOTION
 KK0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0404+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2002
 KK0404
 KK0404  HISTORY     - Date     Condition        Report By
 KK0404  HISTORY     - 1938     MONUMENTED       CGS
 KK0404  HISTORY     - 1956     GOOD             NGS
 KK0404  HISTORY     - 1976     GOOD             NGS
 KK0404  HISTORY     - 1983     GOOD             NGS
 KK0404  HISTORY     - 20021128 GOOD             INDIV
 KK0404
 KK0404                          STATION DESCRIPTION
 KK0404
 KK0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KK0404'6 MI S FROM BRIGHTON.
 KK0404'6.0 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KK0404'AT BRIGHTON, 85 FEET EAST OF THE 4TH POLE NORTH OF MILEPOST 13,
 KK0404'28.9 FEET EAST OF THE EAST RAIL, 18.8 FEET WEST OF A FENCE, 1
 KK0404'FOOT SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 KK0404'WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND, IN SECTION 2, TOWNSHIP
 KK0404'2 SOUTH, RANGE 67 WEST.
 KK0404
 KK0404                          STATION RECOVERY (1976)
 KK0404
 KK0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KK0404'RECOVERED IN GOOD CONDITION.
 KK0404
 KK0404                          STATION RECOVERY (1983)
 KK0404
 KK0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0404'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  3.4 KM (2.1 MI)
 KK0404'NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM ITS JUNCTION WITH
 KK0404'INTERSTATE HIGHWAY 76 IN NORTH COMMERCE CITY.  DELETE 85 FEET EAST OF
 KK0404'THE 4TH POLE NORTH OF MILEPOST 13.  ADD 139.3 METERS (457.0 FT) NORTH
 KK0404'OF MILEPOST 13, AND 0.5 METER (1.6 FT) NORTHWEST OF A METAL WITNESS
 KK0404'POST.
 KK0404
 KK0404                          STATION RECOVERY (2002)
 KK0404
 KK0404'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MU)
 KK0404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0199 ***********************************************************************
 LL0199  DESIGNATION -  K 261
 LL0199  PID         -  LL0199
 LL0199  STATE/COUNTY-  CO/WELD
 LL0199  USGS QUAD   -  MILLIKEN (1969)
 LL0199
 LL0199                         *CURRENT SURVEY CONTROL
 LL0199  ___________________________________________________________________
 LL0199* NAD 83(1986)-  40 18 14.     (N)    104 45 06.     (W)     SCALED    
 LL0199* NAVD 88     -      1442.103  (meters)    4731.30   (feet)  ADJUSTED  
 LL0199  ___________________________________________________________________
 LL0199  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 LL0199  DYNAMIC HT  -        1440.845 (meters)    4727.17  (feet)  COMP
 LL0199  MODELED GRAV-     979,703.3   (mgal)                       NAVD 88
 LL0199
 LL0199  VERT ORDER  -  FIRST     CLASS II
 LL0199
 LL0199.The horizontal coordinates were scaled from a topographic map and have
 LL0199.an estimated accuracy of +/- 6 seconds.
 LL0199
 LL0199.The orthometric height was determined by differential leveling
 LL0199.and adjusted by the National Geodetic Survey in June 1991..
 LL0199
 LL0199.The geoid height was determined by GEOID03.
 LL0199
 LL0199.The dynamic height is computed by dividing the NAVD 88
 LL0199.geopotential number by the normal gravity value computed on the
 LL0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0199.degrees latitude (g = 980.6199 gals.).
 LL0199
 LL0199.The modeled gravity was interpolated from observed gravity values.
 LL0199
 LL0199;                    North         East    Units  Estimated Accuracy
 LL0199;SPC CO N     -   412,830.      978,020.      MT  (+/- 180 meters Scaled)
 LL0199
 LL0199                          SUPERSEDED SURVEY CONTROL
 LL0199
 LL0199  NGVD 29 (??/??/??) 1441.216  (m)         4728.39   (f) ADJUSTED    1 2
 LL0199
 LL0199.Superseded values are not recommended for survey control.
 LL0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0199.See file dsdata.txt to determine how the superseded data were derived.
 LL0199
 LL0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE211615(NAD 83)
 LL0199_MARKER: DB = BENCH MARK DISK
 LL0199_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LL0199_SP_SET: FOUNDATION
 LL0199_STAMPING: K 261 1939
 LL0199_MARK LOGO: CGS   
 LL0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0199+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2005
 LL0199
 LL0199  HISTORY     - Date     Condition        Report By
 LL0199  HISTORY     - 1939     MONUMENTED       CGS
 LL0199  HISTORY     - 1956     GOOD             NGS
 LL0199  HISTORY     - 1983     GOOD             NGS
 LL0199  HISTORY     - 20050812 GOOD             USPSQD
 LL0199
 LL0199                          STATION DESCRIPTION
 LL0199
 LL0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0199'2.3 MI NE FROM GILCREST.
 LL0199'2.3 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL0199'STATION AT GILCREST, AT THE WELD GRAIN COMPANY ELEVATOR, 49
 LL0199'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK, 4
 LL0199'FEET SOUTHWEST OF THE EAST CORNER OF THE ELEVATOR, 2.4 FEET
 LL0199'ABOVE THE GROUND, SET VERTICALLY IN THE SOUTHEAST SIDE OF THE
 LL0199'CONCRETE FOUNDATION OF THE BUILDING, IN THE NORTHWEST 1/4 OF
 LL0199'SECTION 23, TOWNSHIP 4 NORTH, RANGE 66 WEST.
 LL0199
 LL0199                          STATION RECOVERY (1983)
 LL0199
 LL0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0199'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  6.0 KM
 LL0199'(3.75 MI) SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL0199'STATION IN LA SALLE.
 LL0199
 LL0199                          STATION RECOVERY (2005)
 LL0199
 LL0199'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 LL0199'FOUND AS DESCRIBED. SIDE OF BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0301 ***********************************************************************
 LL0301  DESIGNATION -  K 262
 LL0301  PID         -  LL0301
 LL0301  STATE/COUNTY-  CO/LARIMER
 LL0301  USGS QUAD   -  NUNN (1975)
 LL0301
 LL0301                         *CURRENT SURVEY CONTROL
 LL0301  ___________________________________________________________________
 LL0301* NAD 83(1992)-  40 42 21.49149(N)    104 46 47.89784(W)     ADJUSTED  
 LL0301* NAVD 88     -      1582.269  (meters)    5191.16   (feet)  ADJUSTED  
 LL0301  ___________________________________________________________________
 LL0301  X           -  -1,235,521.685 (meters)                     COMP
 LL0301  Y           -  -4,682,889.410 (meters)                     COMP
 LL0301  Z           -   4,138,746.068 (meters)                     COMP
 LL0301  LAPLACE CORR-          -8.15  (seconds)                    DEFLEC99
 LL0301  ELLIP HEIGHT-        1565.18  (meters)          (09/07/01) GPS OBS
 LL0301  GEOID HEIGHT-         -17.09  (meters)                     GEOID03
 LL0301  DYNAMIC HT  -        1580.940 (meters)    5186.80  (feet)  COMP
 LL0301  MODELED GRAV-     979,729.3   (mgal)                       NAVD 88
 LL0301
 LL0301  HORZ ORDER  -  B
 LL0301  VERT ORDER  -  FIRST     CLASS II
 LL0301  ELLP ORDER  -  FOURTH    CLASS I
 LL0301
 LL0301.The horizontal coordinates were established by GPS observations
 LL0301.and adjusted by the National Geodetic Survey in October 1994..
 LL0301
 LL0301.The orthometric height was determined by differential leveling
 LL0301.and adjusted by the National Geodetic Survey in June 1991..
 LL0301
 LL0301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL0301
 LL0301.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL0301
 LL0301.The ellipsoidal height was determined by GPS observations
 LL0301.and is referenced to NAD 83.
 LL0301
 LL0301.The geoid height was determined by GEOID03.
 LL0301
 LL0301.The dynamic height is computed by dividing the NAVD 88
 LL0301.geopotential number by the normal gravity value computed on the
 LL0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0301.degrees latitude (g = 980.6199 gals.).
 LL0301
 LL0301.The modeled gravity was interpolated from observed gravity values.
 LL0301
 LL0301;                    North         East     Units Scale Factor Converg.
 LL0301;SPC CO N     -   457,456.643   975,248.583   MT  0.99998836   +0 27 54.8
 LL0301;SPC CO N     - 1,500,839.00  3,199,628.06   sFT  0.99998836   +0 27 54.8
 LL0301;UTM  13      - 4,506,141.037   518,586.719   MT  0.99960425   +0 08 36.6
 LL0301
 LL0301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL0301!SPC CO N     -   0.99975454  x   0.99998836  =   0.99974290
 LL0301!UTM  13      -   0.99975454  x   0.99960425  =   0.99935888
 LL0301
 LL0301                          SUPERSEDED SURVEY CONTROL
 LL0301
 LL0301  ELLIP H (10/19/94) 1565.20   (m)                       GP(       ) 4 1
 LL0301  NGVD 29 (??/??/92) 1581.330  (m)         5188.08   (f) ADJ UNCH    1 2
 LL0301
 LL0301.Superseded values are not recommended for survey control.
 LL0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0301.See file dsdata.txt to determine how the superseded data were derived.
 LL0301
 LL0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF1858706141(NAD 83)
 LL0301_MARKER: DB = BENCH MARK DISK
 LL0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0301_STAMPING: K 262 1939
 LL0301_MARK LOGO: CGS   
 LL0301_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0301+STABILITY: SURFACE MOTION
 LL0301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0301+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2002
 LL0301
 LL0301  HISTORY     - Date     Condition        Report By
 LL0301  HISTORY     - 1939     MONUMENTED       CGS
 LL0301  HISTORY     - 1956     GOOD             NGS
 LL0301  HISTORY     - 1983     MARK NOT FOUND   NGS
 LL0301  HISTORY     - 19970730 GOOD             CODOT
 LL0301  HISTORY     - 20020915 GOOD             NGS
 LL0301
 LL0301                          STATION DESCRIPTION
 LL0301
 LL0301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0301'AT NUNN.
 LL0301'AT NUNN, 196 FEET NORTHWEST OF THE NORTHWEST END OF THE UNION
 LL0301'PACIFIC RAILROAD STATION, 40 FEET SOUTHWEST OF THE SOUTHWEST RAIL
 LL0301'OF THE MAIN TRACK, 12 FEET NORTHWEST OF THE 4TH POLE SOUTHEAST OF
 LL0301'MILEPOST 72, IN LINE WITH A ROW OF TELEPHONE POLES, 2.6 FEET
 LL0301'SOUTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 LL0301'WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND, IN SECTION 33, TOWNSHIP
 LL0301'9 NORTH, RANGE 66 WEST.
 LL0301
 LL0301                          STATION RECOVERY (1983)
 LL0301
 LL0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0301'MARK NOT FOUND.
 LL0301
 LL0301                          STATION RECOVERY (1997)
 LL0301
 LL0301'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 LL0301'THE STATION IS LOCATED IN THE TOWN OF NUNN JUST NORTH OF A SMALL ROAD
 LL0301'SIDE PARK AND 0.35 MI (0.56 KM) SOUTH OF WELD COUNTY ROAD 100, THE
 LL0301'NUNN TO WELLINGTON ROAD, IN THE NORTHEAST 1/4 OF SECTION 33, T 9 N, R
 LL0301'66 W, AT U.  S.  HIGHWAY 85 MILEPOST 288.65.  OWNERSHIP--COLORADO
 LL0301'DEPT.  OF TRANSPORTATION RIGHT-OF-WAY TO REACH THE STATION FROM THE
 LL0301'INTERSECTION OF U.  S.  HIGHWAY 85 AND SECOND STREET IN NUNN, DRIVE
 LL0301'EAST FROM SECOND STREET INTO THE RIGHT-OF-WAY BETWEEN THE HIGHWAY AND
 LL0301'THE RAILROAD TRACKS TO THE STATION ON THE LEFT THE STATION IS A
 LL0301'STANDARD DISK SET IN A SQUARE 15 CM CONCRETE POST PROJECTING 5 CM
 LL0301'ABOVE THE GROUND.  IT IS 38.3 M (125.7 FT) EAST FROM THE CENTERLINE OF
 LL0301'U.  S.  HIGHWAY 85, 11.2 M (36.7 FT) WEST FROM THE WESTERNMOST RAIL OF
 LL0301'THE TRACKS, 8.6 M (28.2 FT) NORTH FROM THE EXTENDED CENTER OF SECOND
 LL0301'STREET, 0.2 M (0.7 FT) NORTH FROM A WITNESS POST AND ABOUT 0.6 M (2.0
 LL0301'FT) BELOW THE RAILROAD TRACKS.
 LL0301
 LL0301                          STATION RECOVERY (2002)
 LL0301
 LL0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 LL0301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0823 ***********************************************************************
 LL0823  DESIGNATION -  K 263
 LL0823  PID         -  LL0823
 LL0823  STATE/COUNTY-  CO/GRAND
 LL0823  USGS QUAD   -  TRAIL MOUNTAIN (1978)
 LL0823
 LL0823                         *CURRENT SURVEY CONTROL
 LL0823  ___________________________________________________________________
 LL0823* NAD 83(1986)-  40 07 55.     (N)    105 59 45.     (W)     SCALED    
 LL0823* NAVD 88     -      2501.769  (meters)    8207.89   (feet)  ADJUSTED  
 LL0823  ___________________________________________________________________
 LL0823  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 LL0823  DYNAMIC HT  -        2498.976 (meters)    8198.72  (feet)  COMP
 LL0823  MODELED GRAV-     979,419.1   (mgal)                       NAVD 88
 LL0823
 LL0823  VERT ORDER  -  FIRST     CLASS II
 LL0823
 LL0823.The horizontal coordinates were scaled from a topographic map and have
 LL0823.an estimated accuracy of +/- 6 seconds.
 LL0823
 LL0823.The orthometric height was determined by differential leveling
 LL0823.and adjusted by the National Geodetic Survey in June 1991..
 LL0823
 LL0823.The geoid height was determined by GEOID03.
 LL0823
 LL0823.The dynamic height is computed by dividing the NAVD 88
 LL0823.geopotential number by the normal gravity value computed on the
 LL0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0823.degrees latitude (g = 980.6199 gals.).
 LL0823
 LL0823.The modeled gravity was interpolated from observed gravity values.
 LL0823
 LL0823;                    North         East    Units  Estimated Accuracy
 LL0823;SPC CO N     -   393,590.      872,140.      MT  (+/- 180 meters Scaled)
 LL0823
 LL0823                          SUPERSEDED SURVEY CONTROL
 LL0823
 LL0823  NGVD 29 (??/??/92) 2500.361  (m)         8203.27   (f) ADJ UNCH    1 2
 LL0823
 LL0823.Superseded values are not recommended for survey control.
 LL0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0823.See file dsdata.txt to determine how the superseded data were derived.
 LL0823
 LL0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE151428(NAD 83)
 LL0823_MARKER: DB = BENCH MARK DISK
 LL0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0823_STAMPING: K 263 1940
 LL0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0823+STABILITY: SURFACE MOTION
 LL0823
 LL0823  HISTORY     - Date     Condition        Report By
 LL0823  HISTORY     - 1940     MONUMENTED       CGS
 LL0823  HISTORY     - 1954     GOOD             NGS
 LL0823
 LL0823                          STATION DESCRIPTION
 LL0823
 LL0823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LL0823'5.2 MI NW FROM GRANBY.
 LL0823'3.3 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE
 LL0823'AT GRANBY, THENCE 1.95 MILES NORTH ALONG STATE HIGHWAY 125, 60
 LL0823'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 8.4 FEET
 LL0823'NORTHEAST OF A FENCE, 1.2 FEET SOUTHEAST OF A WITNESS POST
 LL0823'6 FEET BELOW THE LEVEL OF THE HIGHWAY, ON THE OUTSIDE OF A
 LL0823'CURVE IN THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST WHICH
 LL0823'PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1031 ***********************************************************************
 KK1031  DESIGNATION -  K 264
 KK1031  PID         -  KK1031
 KK1031  STATE/COUNTY-  CO/CLEAR CREEK
 KK1031  USGS QUAD   -  BERTHOUD PASS (1957)
 KK1031
 KK1031                         *CURRENT SURVEY CONTROL
 KK1031  ___________________________________________________________________
 KK1031* NAD 83(1986)-  39 46 25.     (N)    105 48 00.     (W)     SCALED    
 KK1031* NAVD 88     -      2957.748  (meters)    9703.88   (feet)  ADJUSTED  
 KK1031  ___________________________________________________________________
 KK1031  GEOID HEIGHT-         -12.31  (meters)                     GEOID03
 KK1031  DYNAMIC HT  -        2954.027 (meters)    9691.67  (feet)  COMP
 KK1031  MODELED GRAV-     979,260.9   (mgal)                       NAVD 88
 KK1031
 KK1031  VERT ORDER  -  SECOND    CLASS 0
 KK1031
 KK1031.The horizontal coordinates were scaled from a topographic map and have
 KK1031.an estimated accuracy of +/- 6 seconds.
 KK1031
 KK1031.The orthometric height was determined by differential leveling
 KK1031.and adjusted by the National Geodetic Survey in June 1991..
 KK1031
 KK1031.The geoid height was determined by GEOID03.
 KK1031
 KK1031.The dynamic height is computed by dividing the NAVD 88
 KK1031.geopotential number by the normal gravity value computed on the
 KK1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1031.degrees latitude (g = 980.6199 gals.).
 KK1031
 KK1031.The modeled gravity was interpolated from observed gravity values.
 KK1031
 KK1031;                    North         East    Units  Estimated Accuracy
 KK1031;SPC CO C     -   520,240.      888,700.      MT  (+/- 180 meters Scaled)
 KK1031
 KK1031                          SUPERSEDED SURVEY CONTROL
 KK1031
 KK1031  NGVD 29 (??/??/92) 2956.06   (m)         9698.3    (f) COMPUTED    2 0
 KK1031
 KK1031.Superseded values are not recommended for survey control.
 KK1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1031.See file dsdata.txt to determine how the superseded data were derived.
 KK1031
 KK1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE314029(NAD 83)
 KK1031_MARKER: DB = BENCH MARK DISK
 KK1031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1031_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK1031_STAMPING: K 264 1940
 KK1031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1031+STABILITY: SURFACE MOTION
 KK1031
 KK1031  HISTORY     - Date     Condition        Report By
 KK1031  HISTORY     - 1940     MONUMENTED       CGS
 KK1031  HISTORY     - 1954     MARK NOT FOUND   NGS
 KK1031  HISTORY     - 1955     MARK NOT FOUND   USGS
 KK1031
 KK1031                          STATION DESCRIPTION
 KK1031
 KK1031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1031'6.7 MI W FROM EMPIRE.
 KK1031'6.7 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE PUBLIC SCHOOL AT
 KK1031'EMPIRE, CLEAR CREEK COUNTY, 0.4 MILE EAST OF A DISTRICT RANGER
 KK1031'STATION, 49 FEET WEST OF A SMALL MASONRY CULVERT, 48 FEET NORTH OF
 KK1031'THE CENTER OF THE CROSSING OF A TRAIL, 37 FEET NORTHWEST OF THE
 KK1031'CENTERLINE OF THE HIGHWAY, AND 3.0 FEET SOUTH OF A WHITE WOODEN
 KK1031'POST STENCILED U.S.B.M. PROJECTING 2.0 FEET ABOVE GROUND. A
 KK1031'STANDARD DISK, STAMPED K 264 1940 AND SET IN THE TOP OF A CONCRETE
 KK1031'POST PROJECTING 0.5 FOOT ABOVE GROUND.
 KK1031
 KK1031                          STATION RECOVERY (1955)
 KK1031
 KK1031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 KK1031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0607 ***********************************************************************
 KK0607  DESIGNATION -  K 265
 KK0607  PID         -  KK0607
 KK0607  STATE/COUNTY-  CO/BOULDER
 KK0607  USGS QUAD   -  ELDORADO SPRINGS (1994)
 KK0607
 KK0607                         *CURRENT SURVEY CONTROL
 KK0607  ___________________________________________________________________
 KK0607* NAD 83(1986)-  39 55 17.     (N)    105 19 53.     (W)     SCALED    
 KK0607* NAVD 88     -      2249.596  (meters)    7380.55   (feet)  ADJUSTED  
 KK0607  ___________________________________________________________________
 KK0607  GEOID HEIGHT-         -14.84  (meters)                     GEOID03
 KK0607  DYNAMIC HT  -        2247.207 (meters)    7372.71  (feet)  COMP
 KK0607  MODELED GRAV-     979,483.4   (mgal)                       NAVD 88
 KK0607
 KK0607  VERT ORDER  -  SECOND    CLASS 0
 KK0607
 KK0607.The horizontal coordinates were scaled from a topographic map and have
 KK0607.an estimated accuracy of +/- 6 seconds.
 KK0607
 KK0607.The orthometric height was determined by differential leveling
 KK0607.and adjusted by the National Geodetic Survey in June 1991..
 KK0607
 KK0607.The geoid height was determined by GEOID03.
 KK0607
 KK0607.The dynamic height is computed by dividing the NAVD 88
 KK0607.geopotential number by the normal gravity value computed on the
 KK0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0607.degrees latitude (g = 980.6199 gals.).
 KK0607
 KK0607.The modeled gravity was interpolated from observed gravity values.
 KK0607
 KK0607;                    North         East    Units  Estimated Accuracy
 KK0607;SPC CO N     -   370,110.      928,820.      MT  (+/- 180 meters Scaled)
 KK0607
 KK0607                          SUPERSEDED SURVEY CONTROL
 KK0607
 KK0607  NGVD 29 (??/??/92) 2248.321  (m)         7376.37   (f) ADJ UNCH    2 0
 KK0607
 KK0607.Superseded values are not recommended for survey control.
 KK0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0607.See file dsdata.txt to determine how the superseded data were derived.
 KK0607
 KK0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE716190(NAD 83)
 KK0607_MARKER: DB = BENCH MARK DISK
 KK0607_SETTING: 80 = SET IN A BOULDER
 KK0607_STAMPING: K 265 1940
 KK0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0607+STABILITY: SURFACE MOTION
 KK0607
 KK0607  HISTORY     - Date     Condition        Report By
 KK0607  HISTORY     - 1940     MONUMENTED       CGS
 KK0607  HISTORY     - 1965     MARK NOT FOUND   NGS
 KK0607
 KK0607                          STATION DESCRIPTION
 KK0607
 KK0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 KK0607'6.4 MI SE FROM PINE CLIFF.
 KK0607'6.4 MILES SOUTHEAST ALONG THE DENVER AND SALT LAKE RAILWAY FROM
 KK0607'THE STATION AT PINE CLIFF, BOULDER COUNTY, 0.3 MILE NORTH OF
 KK0607'MILEPOST 30, 0.4 MILE SOUTH OF BRIDGE 30.87, 13.5 FEET EAST OF THE
 KK0607'CENTERLINE OF THE TRACK, IN THE TOP OF A GRANITE BOULDER, AND 2.5
 KK0607'FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 KK0607'K 265 1940.
 KK0607
 KK0607                          STATION RECOVERY (1965)
 KK0607
 KK0607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KK0607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0586 ***********************************************************************
 KK0586  DESIGNATION -  K 266
 KK0586  PID         -  KK0586
 KK0586  STATE/COUNTY-  CO/GILPIN
 KK0586  USGS QUAD   -  TUNGSTEN (1972)
 KK0586
 KK0586                         *CURRENT SURVEY CONTROL
 KK0586  ___________________________________________________________________
 KK0586* NAD 83(1986)-  39 52 50.     (N)    105 28 12.     (W)     SCALED    
 KK0586* NAVD 88     -      2730.361  (meters)    8957.86   (feet)  ADJUSTED  
 KK0586  ___________________________________________________________________
 KK0586  GEOID HEIGHT-         -13.56  (meters)                     GEOID03
 KK0586  DYNAMIC HT  -        2727.261 (meters)    8947.69  (feet)  COMP
 KK0586  MODELED GRAV-     979,390.5   (mgal)                       NAVD 88
 KK0586
 KK0586  VERT ORDER  -  SECOND    CLASS 0
 KK0586
 KK0586.The horizontal coordinates were scaled from a topographic map and have
 KK0586.an estimated accuracy of +/- 6 seconds.
 KK0586
 KK0586.The orthometric height was determined by differential leveling
 KK0586.and adjusted by the National Geodetic Survey in June 1991..
 KK0586
 KK0586.The geoid height was determined by GEOID03.
 KK0586
 KK0586.The dynamic height is computed by dividing the NAVD 88
 KK0586.geopotential number by the normal gravity value computed on the
 KK0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0586.degrees latitude (g = 980.6199 gals.).
 KK0586
 KK0586.The modeled gravity was interpolated from observed gravity values.
 KK0586
 KK0586;                    North         East    Units  Estimated Accuracy
 KK0586;SPC CO N     -   365,560.      916,970.      MT  (+/- 180 meters Scaled)
 KK0586
 KK0586                          SUPERSEDED SURVEY CONTROL
 KK0586
 KK0586  NGVD 29 (??/??/92) 2728.962  (m)         8953.27   (f) ADJ UNCH    2 0
 KK0586
 KK0586.Superseded values are not recommended for survey control.
 KK0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0586.See file dsdata.txt to determine how the superseded data were derived.
 KK0586
 KK0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE598146(NAD 83)
 KK0586_MARKER: DB = BENCH MARK DISK
 KK0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0586_STAMPING: K 266 1940
 KK0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0586+STABILITY: SURFACE MOTION
 KK0586
 KK0586  HISTORY     - Date     Condition        Report By
 KK0586  HISTORY     - 1940     MONUMENTED       CGS
 KK0586  HISTORY     - 1972     GOOD             USGS
 KK0586  HISTORY     - 20031008 MARK NOT FOUND   USPSQD
 KK0586
 KK0586                          STATION DESCRIPTION
 KK0586
 KK0586'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KK0586'4.5 MI S FROM ROLLINSVILLE.
 KK0586'4.5 MILES SOUTH ALONG HWY 119 FROM EAST PORTAL ROAD CROSSING.  200
 KK0586'FEET NORTH OF A ROAD CUT, 84 FEET NORTH OF HWY STAKE 510, 21 FEET
 KK0586'NORTH OF SMALL CULVERT, 3 FEET NORTH OF WITNESS POST NEAR THE
 KK0586'DRIVEWAY INTO A HOUSE YARD, A STANDARD BRASS DISK STAMPED K 266 1940
 KK0586'AND SET IN THE TOP OF A CONCRETE POST, PROJECTING 0.5 ABOVE THE
 KK0586'GROUND.
 KK0586
 KK0586                          STATION RECOVERY (2003)
 KK0586
 KK0586'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 KK0586'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0626 ***********************************************************************
 JK0626  DESIGNATION -  K 267
 JK0626  PID         -  JK0626
 JK0626  STATE/COUNTY-  CO/CUSTER
 JK0626  USGS QUAD   -  BECKWITH MOUNTAIN (1958)
 JK0626
 JK0626                         *CURRENT SURVEY CONTROL
 JK0626  ___________________________________________________________________
 JK0626* NAD 83(1986)-  38 14 57.     (N)    105 34 30.     (W)     SCALED    
 JK0626* NAVD 88     -      2308.639  (meters)    7574.26   (feet)  ADJUSTED  
 JK0626  ___________________________________________________________________
 JK0626  GEOID HEIGHT-         -14.93  (meters)                     GEOID03
 JK0626  DYNAMIC HT  -        2305.823 (meters)    7565.02  (feet)  COMP
 JK0626  MODELED GRAV-     979,325.9   (mgal)                       NAVD 88
 JK0626
 JK0626  VERT ORDER  -  SECOND    CLASS 0
 JK0626
 JK0626.The horizontal coordinates were scaled from a topographic map and have
 JK0626.an estimated accuracy of +/- 6 seconds.
 JK0626
 JK0626.The orthometric height was determined by differential leveling
 JK0626.and adjusted by the National Geodetic Survey in June 1991..
 JK0626
 JK0626.The geoid height was determined by GEOID03.
 JK0626
 JK0626.The dynamic height is computed by dividing the NAVD 88
 JK0626.geopotential number by the normal gravity value computed on the
 JK0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0626.degrees latitude (g = 980.6199 gals.).
 JK0626
 JK0626.The modeled gravity was interpolated from observed gravity values.
 JK0626
 JK0626;                    North         East    Units  Estimated Accuracy
 JK0626;SPC CO S     -   480,440.      907,840.      MT  (+/- 180 meters Scaled)
 JK0626
 JK0626                          SUPERSEDED SURVEY CONTROL
 JK0626
 JK0626  NGVD 29 (??/??/92) 2307.354  (m)         7570.04   (f) ADJ UNCH    2 0
 JK0626
 JK0626.Superseded values are not recommended for survey control.
 JK0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0626.See file dsdata.txt to determine how the superseded data were derived.
 JK0626
 JK0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC496336(NAD 83)
 JK0626_MARKER: DB = BENCH MARK DISK
 JK0626_SETTING: 66 = SET IN ROCK OUTCROP
 JK0626_SP_SET: ROCK OUTCROP
 JK0626_STAMPING: K 267 1941
 JK0626_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0626+STABILITY: POSITION/ELEVATION WELL
 JK0626
 JK0626  HISTORY     - Date     Condition        Report By
 JK0626  HISTORY     - 1941     MONUMENTED       CGS
 JK0626
 JK0626                          STATION DESCRIPTION
 JK0626
 JK0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JK0626'11.2 MI NW FROM WESTCLIFFE.
 JK0626'11.2 MILES NORTHWEST ALONG STATE HIGHWAY 69 FROM THE COUNTY
 JK0626'COURTHOUSE AT WESTCLIFFE, CUSTER COUNTY, 0.15 MILE SOUTHEAST OF
 JK0626'A BRIDGE, ON THE SOUTH SLOPE OF A HILL, 144 FEET NORTHEAST OF
 JK0626'THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF A ROCK OUTCROP, AND
 JK0626'17.0 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED K
 JK0626'267 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0288 ***********************************************************************
 JL0288  DESIGNATION -  K 268
 JL0288  PID         -  JL0288
 JL0288  STATE/COUNTY-  CO/GUNNISON
 JL0288  USGS QUAD   -  MT AXTELL (1973)
 JL0288
 JL0288                         *CURRENT SURVEY CONTROL
 JL0288  ___________________________________________________________________
 JL0288* NAD 83(1986)-  38 52 03.     (N)    107 01 26.     (W)     SCALED    
 JL0288* NAVD 88     -      2822.499  (meters)    9260.15   (feet)  ADJUSTED  
 JL0288  ___________________________________________________________________
 JL0288  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 JL0288  DYNAMIC HT  -        2818.721 (meters)    9247.75  (feet)  COMP
 JL0288  MODELED GRAV-     979,187.7   (mgal)                       NAVD 88
 JL0288
 JL0288  VERT ORDER  -  SECOND    CLASS 0
 JL0288
 JL0288.The horizontal coordinates were scaled from a topographic map and have
 JL0288.an estimated accuracy of +/- 6 seconds.
 JL0288
 JL0288.The orthometric height was determined by differential leveling
 JL0288.and adjusted by the National Geodetic Survey in June 1991..
 JL0288
 JL0288.The geoid height was determined by GEOID03.
 JL0288
 JL0288.The dynamic height is computed by dividing the NAVD 88
 JL0288.geopotential number by the normal gravity value computed on the
 JL0288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0288.degrees latitude (g = 980.6199 gals.).
 JL0288
 JL0288.The modeled gravity was interpolated from observed gravity values.
 JL0288
 JL0288;                    North         East    Units  Estimated Accuracy
 JL0288;SPC CO C     -   420,710.      782,160.      MT  (+/- 180 meters Scaled)
 JL0288
 JL0288                          SUPERSEDED SURVEY CONTROL
 JL0288
 JL0288  NGVD 29 (??/??/92) 2820.624  (m)         9254.00   (f) ADJ UNCH    2 0
 JL0288
 JL0288.Superseded values are not recommended for survey control.
 JL0288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0288.See file dsdata.txt to determine how the superseded data were derived.
 JL0288
 JL0288_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD244040(NAD 83)
 JL0288_MARKER: DB = BENCH MARK DISK
 JL0288_SETTING: 80 = SET IN A BOULDER
 JL0288_SP_SET: BOULDER
 JL0288_STAMPING: K 268 1940
 JL0288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0288+STABILITY: SURFACE MOTION
 JL0288
 JL0288  HISTORY     - Date     Condition        Report By
 JL0288  HISTORY     - 1940     MONUMENTED       CGS
 JL0288
 JL0288                          STATION DESCRIPTION
 JL0288
 JL0288'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JL0288'2.6 MI W FROM CRESTED BUTTE.
 JL0288'2.6 MILES WEST ALONG STATE HIGHWAY 135 FROM THE HIGH SCHOOL AT CRESTED
 JL0288'BUTTE, 0.4 MILE WEST OF A CATTLE GUARD, 53 FEET SOUTHEAST OF THE
 JL0288'CENTERLINE OF THE HIGHWAY, 38.5 FEET WEST-NORTHWEST OF A SMALL ROCK
 JL0288'AND WOODEN BUILDING ON A BANK ABOVE THE CREEK, IN THE TOP OF A LARGE
 JL0288'BOULDER, AND ABOUT 7 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 JL0288'STAMPED K 268 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0433 ***********************************************************************
 KL0433  DESIGNATION -  K 269
 KL0433  PID         -  KL0433
 KL0433  STATE/COUNTY-  CO/EAGLE
 KL0433  USGS QUAD   -  GYPSUM (1987)
 KL0433
 KL0433                         *CURRENT SURVEY CONTROL
 KL0433  ___________________________________________________________________
 KL0433* NAD 83(1986)-  39 38 47.     (N)    106 53 58.     (W)     SCALED    
 KL0433* NAVD 88     -      1962.299  (meters)    6437.98   (feet)  ADJUSTED  
 KL0433  ___________________________________________________________________
 KL0433  GEOID HEIGHT-         -13.76  (meters)                     GEOID03
 KL0433  DYNAMIC HT  -        1960.184 (meters)    6431.04  (feet)  COMP
 KL0433  MODELED GRAV-     979,479.7   (mgal)                       NAVD 88
 KL0433
 KL0433  VERT ORDER  -  SECOND    CLASS 0
 KL0433
 KL0433.The horizontal coordinates were scaled from a topographic map and have
 KL0433.an estimated accuracy of +/- 6 seconds.
 KL0433
 KL0433.The orthometric height was determined by differential leveling
 KL0433.and adjusted by the National Geodetic Survey in June 1991..
 KL0433
 KL0433.The geoid height was determined by GEOID03.
 KL0433
 KL0433.The dynamic height is computed by dividing the NAVD 88
 KL0433.geopotential number by the normal gravity value computed on the
 KL0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0433.degrees latitude (g = 980.6199 gals.).
 KL0433
 KL0433.The modeled gravity was interpolated from observed gravity values.
 KL0433
 KL0433;                    North         East    Units  Estimated Accuracy
 KL0433;SPC CO C     -   506,990.      794,290.      MT  (+/- 180 meters Scaled)
 KL0433
 KL0433                          SUPERSEDED SURVEY CONTROL
 KL0433
 KL0433  NGVD 29 (??/??/92) 1960.984  (m)         6433.66   (f) ADJ UNCH    2 0
 KL0433
 KL0433.Superseded values are not recommended for survey control.
 KL0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0433.See file dsdata.txt to determine how the superseded data were derived.
 KL0433
 KL0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD370902(NAD 83)
 KL0433_MARKER: DB = BENCH MARK DISK
 KL0433_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KL0433_SP_SET: CULVERT
 KL0433_STAMPING: K 269 1938
 KL0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0433
 KL0433  HISTORY     - Date     Condition        Report By
 KL0433  HISTORY     - 1938     MONUMENTED       CGS
 KL0433  HISTORY     - 1951     GOOD             NGS
 KL0433  HISTORY     - 1979     GOOD             NGS
 KL0433
 KL0433                          STATION DESCRIPTION
 KL0433
 KL0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KL0433'4.1 MI SW FROM EAGLE.
 KL0433'0.1 MILE NORTH ALONG STATE HIGHWAY 307 FROM THE POST OFFICE AT EAGLE,
 KL0433'THENCE 4.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 24, 310 FEET EAST OF
 KL0433'RAILROAD MILEPOST 333, 21 FEET SOUTH OF THE SOUTH RAIL OF THE DENVER
 KL0433'AND RIO GRANDE WESTERN RAILROAD, SET IN THE TOP OF THE WEST END OF THE
 KL0433'SOUTH HEADWALL OF A 12X20 FOOT CONCRETE CULVERT UNDER THE RAILROAD.
 KL0433
 KL0433                          STATION RECOVERY (1979)
 KL0433
 KL0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 KL0433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0196 ***********************************************************************
 JL0196  DESIGNATION -  K 269
 JL0196  PID         -  JL0196
 JL0196  STATE/COUNTY-  CO/SAGUACHE
 JL0196  USGS QUAD   -  NORTH PASS (1979)
 JL0196
 JL0196                         *CURRENT SURVEY CONTROL
 JL0196  ___________________________________________________________________
 JL0196* NAD 83(1986)-  38 09 40.     (N)    106 37 11.     (W)     SCALED    
 JL0196* NAVD 88     -      2977.432  (meters)    9768.46   (feet)  ADJUSTED  
 JL0196  ___________________________________________________________________
 JL0196  GEOID HEIGHT-         -14.89  (meters)                     GEOID03
 JL0196  DYNAMIC HT  -        2973.279 (meters)    9754.83  (feet)  COMP
 JL0196  MODELED GRAV-     979,125.9   (mgal)                       NAVD 88
 JL0196
 JL0196  VERT ORDER  -  SECOND    CLASS 0
 JL0196
 JL0196.The horizontal coordinates were scaled from a topographic map and have
 JL0196.an estimated accuracy of +/- 6 seconds.
 JL0196
 JL0196.The orthometric height was determined by differential leveling
 JL0196.and adjusted by the National Geodetic Survey in June 1991..
 JL0196
 JL0196.The geoid height was determined by GEOID03.
 JL0196
 JL0196.The dynamic height is computed by dividing the NAVD 88
 JL0196.geopotential number by the normal gravity value computed on the
 JL0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0196.degrees latitude (g = 980.6199 gals.).
 JL0196
 JL0196.The modeled gravity was interpolated from observed gravity values.
 JL0196
 JL0196;                    North         East    Units  Estimated Accuracy
 JL0196;SPC CO S     -   471,250.      816,280.      MT  (+/- 180 meters Scaled)
 JL0196
 JL0196                          SUPERSEDED SURVEY CONTROL
 JL0196
 JL0196  NGVD 29 (??/??/92) 2975.658  (m)         9762.64   (f) ADJ UNCH    2 0
 JL0196
 JL0196.Superseded values are not recommended for survey control.
 JL0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0196.See file dsdata.txt to determine how the superseded data were derived.
 JL0196
 JL0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC581249(NAD 83)
 JL0196_MARKER: DB = BENCH MARK DISK
 JL0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0196_STAMPING: K 269 1940
 JL0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0196+STABILITY: SURFACE MOTION
 JL0196
 JL0196  HISTORY     - Date     Condition        Report By
 JL0196  HISTORY     - 1940     MONUMENTED       CGS
 JL0196  HISTORY     - 1962     GOOD             NGS
 JL0196
 JL0196                          STATION DESCRIPTION
 JL0196
 JL0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JL0196'34.5 MI W FROM SAGUACHE.
 JL0196'ABOUT 34.5 MILES WEST ALONG STATE HIGHWAY 114 FROM THE COUNTY
 JL0196'COURTHOUSE AT SAGUACHE, SAGUACHE COUNTY, ABOUT 90 YARDS EAST OF THE
 JL0196'EAST END OF A HAIRPIN CURVE, 41 FEET NORTH OF THE CENTER LINE OF THE
 JL0196'HIGHWAY, 9 FEET WEST OF THE WEST END OF A SNOW FENCE, 3.0 FEET
 JL0196'NORTHEAST OF A 4- BY 4-INCH WHITE REFERENCE POST PROJECTING ABOUT 2.4
 JL0196'FEET ABOVE GROUND, AND ABOUT 7 FEET HIGHER THAN THE HIGHWAY.  A
 JL0196'STANDARD DISK, STAMPED K 269 1940 AND SET IN THE TOP OF A CONCRETE
 JL0196'POST PROJECTING ABOUT 0.3 FOOT ABOVE GROUND.
 JL0196
 JL0196                          STATION RECOVERY (1962)
 JL0196
 JL0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JL0196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0508 ***********************************************************************
 LM0508  DESIGNATION -  K 27
 LM0508  PID         -  LM0508
 LM0508  STATE/COUNTY-  CO/MOFFAT
 LM0508  USGS QUAD   -  CRAIG NE (1969)
 LM0508
 LM0508                         *CURRENT SURVEY CONTROL
 LM0508  ___________________________________________________________________
 LM0508* NAD 83(1986)-  40 42 10.     (N)    107 30 44.     (W)     SCALED    
 LM0508* NAVD 88     -      1978.675  (meters)    6491.70   (feet)  ADJUSTED  
 LM0508  ___________________________________________________________________
 LM0508  GEOID HEIGHT-         -14.37  (meters)                     GEOID03
 LM0508  DYNAMIC HT  -        1976.773 (meters)    6485.46  (feet)  COMP
 LM0508  MODELED GRAV-     979,593.4   (mgal)                       NAVD 88
 LM0508
 LM0508  VERT ORDER  -  FIRST     CLASS II
 LM0508
 LM0508.The horizontal coordinates were scaled from a topographic map and have
 LM0508.an estimated accuracy of +/- 6 seconds.
 LM0508
 LM0508.The orthometric height was determined by differential leveling
 LM0508.and adjusted by the National Geodetic Survey in June 1991..
 LM0508
 LM0508.The geoid height was determined by GEOID03.
 LM0508
 LM0508.The dynamic height is computed by dividing the NAVD 88
 LM0508.geopotential number by the normal gravity value computed on the
 LM0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0508.degrees latitude (g = 980.6199 gals.).
 LM0508
 LM0508.The modeled gravity was interpolated from observed gravity values.
 LM0508
 LM0508;                    North         East    Units  Estimated Accuracy
 LM0508;SPC CO N     -   458,790.      744,360.      MT  (+/- 180 meters Scaled)
 LM0508
 LM0508                          SUPERSEDED SURVEY CONTROL
 LM0508
 LM0508  NGVD 29 (??/??/92) 1977.409  (m)         6487.55   (f) ADJ UNCH    1 2
 LM0508
 LM0508.Superseded values are not recommended for survey control.
 LM0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0508.See file dsdata.txt to determine how the superseded data were derived.
 LM0508
 LM0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF877087(NAD 83)
 LM0508_MARKER: DB = BENCH MARK DISK
 LM0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0508_STAMPING: K 27 1933
 LM0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0508+STABILITY: SURFACE MOTION
 LM0508
 LM0508  HISTORY     - Date     Condition        Report By
 LM0508  HISTORY     - 1933     MONUMENTED       CGS
 LM0508
 LM0508                          STATION DESCRIPTION
 LM0508
 LM0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LM0508'17.2 MI N FROM CRAIG.
 LM0508'17.2 MILES NORTH ALONG THE CRAIG-BAGGS ROAD FROM THE INTERSECTION OF
 LM0508'VICTORY WAY AND YAMPA AVENUE AT CRAIG, MOFFAT COUNTY, ABOUT 0.4 MILE
 LM0508'NORTH OF A FARMHOUSE WEST OF THE ROAD, ABOUT 50 FEET NORTHEAST OF A
 LM0508'FENCE CORNER WEST OF THE ROAD, AND 39 FEET EAST OF THE CENTER LINE OF
 LM0508'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0059 ***********************************************************************
 KJ0059  DESIGNATION -  K 270
 KJ0059  PID         -  KJ0059
 KJ0059  STATE/COUNTY-  CO/KIT CARSON
 KJ0059  USGS QUAD   -  BURLINGTON (1984)
 KJ0059
 KJ0059                         *CURRENT SURVEY CONTROL
 KJ0059  ___________________________________________________________________
 KJ0059* NAD 83(1986)-  39 20 41.     (N)    102 15 35.     (W)     SCALED    
 KJ0059* NAVD 88     -      1249.025  (meters)    4097.84   (feet)  ADJUSTED  
 KJ0059  ___________________________________________________________________
 KJ0059  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 KJ0059  DYNAMIC HT  -        1247.932 (meters)    4094.26  (feet)  COMP
 KJ0059  MODELED GRAV-     979,708.8   (mgal)                       NAVD 88
 KJ0059
 KJ0059  VERT ORDER  -  FIRST     CLASS II
 KJ0059
 KJ0059.The horizontal coordinates were scaled from a topographic map and have
 KJ0059.an estimated accuracy of +/- 6 seconds.
 KJ0059
 KJ0059.The orthometric height was determined by differential leveling
 KJ0059.and adjusted by the National Geodetic Survey in June 1991..
 KJ0059
 KJ0059.The geoid height was determined by GEOID03.
 KJ0059
 KJ0059.The dynamic height is computed by dividing the NAVD 88
 KJ0059.geopotential number by the normal gravity value computed on the
 KJ0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0059.degrees latitude (g = 980.6199 gals.).
 KJ0059
 KJ0059.The modeled gravity was interpolated from observed gravity values.
 KJ0059
 KJ0059;                    North         East    Units  Estimated Accuracy
 KJ0059;SPC CO C     -   477,560.    1,193,650.      MT  (+/- 180 meters Scaled)
 KJ0059
 KJ0059                          SUPERSEDED SURVEY CONTROL
 KJ0059
 KJ0059  NGVD 29 (??/??/92) 1248.499  (m)         4096.12   (f) ADJ UNCH    1 2
 KJ0059
 KJ0059.Superseded values are not recommended for survey control.
 KJ0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0059.See file dsdata.txt to determine how the superseded data were derived.
 KJ0059
 KJ0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD361586(NAD 83)
 KJ0059_MARKER: DB = BENCH MARK DISK
 KJ0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0059_STAMPING: K 270 1941
 KJ0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0059+STABILITY: SURFACE MOTION
 KJ0059
 KJ0059  HISTORY     - Date     Condition        Report By
 KJ0059  HISTORY     - 1941     MONUMENTED       CGS
 KJ0059
 KJ0059                          STATION DESCRIPTION
 KJ0059
 KJ0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KJ0059'3.5 MI N FROM BURLINGTON.
 KJ0059'3.5 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE COUNTY COURTHOUSE
 KJ0059'AT BURLINGTON, 93 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION
 KJ0059'OF AN EAST-AND-WEST SECTION-LINE ROAD, 85 FEET EAST OF THE
 KJ0059'CENTERLINE OF THE HIGHWAY, 37 FEET EAST OF A FENCE CORNER, 26 FEET
 KJ0059'NORTH OF THE CENTERLINE OF THE ROAD, 2 FEET SOUTH OF THE FENCE, 3
 KJ0059'FEET EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 KJ0059'HIGHWAY.  A STANDARD DISK, STAMPED K 270 1941 AND SET IN THE TOP
 KJ0059'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0527 ***********************************************************************
 JJ0527  DESIGNATION -  K 271
 JJ0527  PID         -  JJ0527
 JJ0527  STATE/COUNTY-  CO/CROWLEY
 JJ0527  USGS QUAD   -  LAKE HENRY (1978)
 JJ0527
 JJ0527                         *CURRENT SURVEY CONTROL
 JJ0527  ___________________________________________________________________
 JJ0527* NAD 83(1986)-  38 20 35.     (N)    103 43 53.     (W)     SCALED    
 JJ0527* NAVD 88     -      1351.015  (meters)    4432.45   (feet)  ADJUSTED  
 JJ0527  ___________________________________________________________________
 JJ0527  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 JJ0527  DYNAMIC HT  -        1349.669 (meters)    4428.04  (feet)  COMP
 JJ0527  MODELED GRAV-     979,585.7   (mgal)                       NAVD 88
 JJ0527
 JJ0527  VERT ORDER  -  SECOND    CLASS 0
 JJ0527
 JJ0527.The horizontal coordinates were scaled from a topographic map and have
 JJ0527.an estimated accuracy of +/- 6 seconds.
 JJ0527
 JJ0527.The orthometric height was determined by differential leveling
 JJ0527.and adjusted by the National Geodetic Survey in June 1991..
 JJ0527
 JJ0527.The geoid height was determined by GEOID03.
 JJ0527
 JJ0527.The dynamic height is computed by dividing the NAVD 88
 JJ0527.geopotential number by the normal gravity value computed on the
 JJ0527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0527.degrees latitude (g = 980.6199 gals.).
 JJ0527
 JJ0527.The modeled gravity was interpolated from observed gravity values.
 JJ0527
 JJ0527;                    North         East    Units  Estimated Accuracy
 JJ0527;SPC CO S     -   492,320.    1,069,010.      MT  (+/- 180 meters Scaled)
 JJ0527
 JJ0527                          SUPERSEDED SURVEY CONTROL
 JJ0527
 JJ0527  NGVD 29 (??/??/92) 1350.319  (m)         4430.17   (f) ADJ UNCH    2 0
 JJ0527
 JJ0527.Superseded values are not recommended for survey control.
 JJ0527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0527.See file dsdata.txt to determine how the superseded data were derived.
 JJ0527
 JJ0527_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC108446(NAD 83)
 JJ0527_MARKER: DB = BENCH MARK DISK
 JJ0527_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JJ0527_SP_SET: WATER TANK
 JJ0527_STAMPING: K 271 1941
 JJ0527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0527
 JJ0527  HISTORY     - Date     Condition        Report By
 JJ0527  HISTORY     - 1941     MONUMENTED       CGS
 JJ0527  HISTORY     - 1974     MARK NOT FOUND   USGS
 JJ0527
 JJ0527                          STATION DESCRIPTION
 JJ0527
 JJ0527'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0527'9.5 MI N FROM ORDWAY.
 JJ0527'TO REACH FROM THE POST OFFICE AT ORDWAY-- GO 0.5 OF A MILE EAST ALONG
 JJ0527'HWY. 96 TO JCT. WITH HWY. 71, THENCE, TURN LEFT, GO 9.0 MILES NORTH
 JJ0527'ALONG HWY. 71 TO SITE OF BENCH MARK.  BENCH MARK IS IN THE SOUTHEAST
 JJ0527'CORNER OF A CONCRETE WATERING TANK, 150.0 FEET SOUTH WEST OF THE
 JJ0527'SOUTHWEST CORNER OF A FARM HOUSE, 90.0 FEET WEST OF THE NORTHWEST
 JJ0527'WING OF A LARGE, STEEL BRIDGE, 100.0 FEET WEST OF AND APPROXIMATELY
 JJ0527'THE SAME ELEVATION AS THE CENTERLINE OF THE HWY.  A STD. DISK SET
 JJ0527'FLUSH AND HORIZONTALLY IN A CONCRETE WATERING TANK, PROJECTING, 3.0
 JJ0527'FEET ABOVE THE GROUND.
 JJ0527
 JJ0527                          STATION RECOVERY (1974)
 JJ0527
 JJ0527'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0527'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0550 ***********************************************************************
 JJ0550  DESIGNATION -  K 272
 JJ0550  PID         -  JJ0550
 JJ0550  STATE/COUNTY-  CO/CROWLEY
 JJ0550  USGS QUAD   -  SUGAR CITY (1976)
 JJ0550
 JJ0550                         *CURRENT SURVEY CONTROL
 JJ0550  ___________________________________________________________________
 JJ0550* NAD 83(1986)-  38 13 41.     (N)    103 41 35.     (W)     SCALED    
 JJ0550* NAVD 88     -      1309.807  (meters)    4297.26   (feet)  ADJUSTED  
 JJ0550  ___________________________________________________________________
 JJ0550  GEOID HEIGHT-         -21.67  (meters)                     GEOID03
 JJ0550  DYNAMIC HT  -        1308.495 (meters)    4292.95  (feet)  COMP
 JJ0550  MODELED GRAV-     979,582.0   (mgal)                       NAVD 88
 JJ0550
 JJ0550  VERT ORDER  -  SECOND    CLASS 0
 JJ0550
 JJ0550.The horizontal coordinates were scaled from a topographic map and have
 JJ0550.an estimated accuracy of +/- 6 seconds.
 JJ0550
 JJ0550.The orthometric height was determined by differential leveling
 JJ0550.and adjusted by the National Geodetic Survey in June 1991..
 JJ0550
 JJ0550.The geoid height was determined by GEOID03.
 JJ0550
 JJ0550.The dynamic height is computed by dividing the NAVD 88
 JJ0550.geopotential number by the normal gravity value computed on the
 JJ0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0550.degrees latitude (g = 980.6199 gals.).
 JJ0550
 JJ0550.The modeled gravity was interpolated from observed gravity values.
 JJ0550
 JJ0550;                    North         East    Units  Estimated Accuracy
 JJ0550;SPC CO S     -   479,620.    1,072,600.      MT  (+/- 180 meters Scaled)
 JJ0550
 JJ0550                          SUPERSEDED SURVEY CONTROL
 JJ0550
 JJ0550  NGVD 29 (??/??/92) 1309.127  (m)         4295.03   (f) ADJ UNCH    2 0
 JJ0550
 JJ0550.Superseded values are not recommended for survey control.
 JJ0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0550.See file dsdata.txt to determine how the superseded data were derived.
 JJ0550
 JJ0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC143319(NAD 83)
 JJ0550_MARKER: DB = BENCH MARK DISK
 JJ0550_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0550_SP_SET: CULVERT
 JJ0550_STAMPING: K 272 1941
 JJ0550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0550
 JJ0550  HISTORY     - Date     Condition        Report By
 JJ0550  HISTORY     - 1941     MONUMENTED       CGS
 JJ0550
 JJ0550                          STATION DESCRIPTION
 JJ0550
 JJ0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0550'3.3 MI E FROM ORDWAY.
 JJ0550'3.3 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 JJ0550'AT ORDWAY, CROWLEY COUNTY, 240 FEET WEST OF A ROAD CROSSING, AT A
 JJ0550'CONCRETE CULVERT, IN THE TOP OF THE SOUTH HEADWALL, 69 FEET EAST OF
 JJ0550'A POWER TRANSMISSION LINE POLE, 15 FEET NORTH OF A FENCE LINE, 15
 JJ0550'FEET SOUTH OF THE TRACK, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 JJ0550'STAMPED K 272 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0471 ***********************************************************************
 JJ0471  DESIGNATION -  K 275
 JJ0471  PID         -  JJ0471
 JJ0471  STATE/COUNTY-  CO/KIOWA
 JJ0471  USGS QUAD   -  HASWELL NE (1978)
 JJ0471
 JJ0471                         *CURRENT SURVEY CONTROL
 JJ0471  ___________________________________________________________________
 JJ0471* NAD 83(1986)-  38 28 58.     (N)    103 04 52.     (W)     SCALED    
 JJ0471* NAVD 88     -      1371.098  (meters)    4498.34   (feet)  ADJUSTED  
 JJ0471  ___________________________________________________________________
 JJ0471  GEOID HEIGHT-         -22.39  (meters)                     GEOID03
 JJ0471  DYNAMIC HT  -        1369.755 (meters)    4493.94  (feet)  COMP
 JJ0471  MODELED GRAV-     979,601.1   (mgal)                       NAVD 88
 JJ0471
 JJ0471  VERT ORDER  -  SECOND    CLASS 0
 JJ0471
 JJ0471.The horizontal coordinates were scaled from a topographic map and have
 JJ0471.an estimated accuracy of +/- 6 seconds.
 JJ0471
 JJ0471.The orthometric height was determined by differential leveling
 JJ0471.and adjusted by the National Geodetic Survey in June 1991..
 JJ0471
 JJ0471.The geoid height was determined by GEOID03.
 JJ0471
 JJ0471.The dynamic height is computed by dividing the NAVD 88
 JJ0471.geopotential number by the normal gravity value computed on the
 JJ0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0471.degrees latitude (g = 980.6199 gals.).
 JJ0471
 JJ0471.The modeled gravity was interpolated from observed gravity values.
 JJ0471
 JJ0471;                    North         East    Units  Estimated Accuracy
 JJ0471;SPC CO S     -   509,100.    1,125,440.      MT  (+/- 180 meters Scaled)
 JJ0471
 JJ0471                          SUPERSEDED SURVEY CONTROL
 JJ0471
 JJ0471  NGVD 29 (??/??/92) 1370.463  (m)         4496.26   (f) ADJ UNCH    2 0
 JJ0471
 JJ0471.Superseded values are not recommended for survey control.
 JJ0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0471.See file dsdata.txt to determine how the superseded data were derived.
 JJ0471
 JJ0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC673611(NAD 83)
 JJ0471_MARKER: DB = BENCH MARK DISK
 JJ0471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0471_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0471_STAMPING: K 275 1941
 JJ0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0471+STABILITY: SURFACE MOTION
 JJ0471
 JJ0471  HISTORY     - Date     Condition        Report By
 JJ0471  HISTORY     - 1941     MONUMENTED       CGS
 JJ0471  HISTORY     - 19951025 MARK NOT FOUND   CODOT
 JJ0471
 JJ0471                          STATION DESCRIPTION
 JJ0471
 JJ0471'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0471'17.1 MI W FROM EADS.
 JJ0471'17.1 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 JJ0471'AT EADS, KIOWA COUNTY, AT MILEAGE POLE 802-30, 21 FEET EAST OF A
 JJ0471'ROAD CROSSING, 45 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 33
 JJ0471'FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 96, 3 FEET NORTH OF
 JJ0471'A FENCE LINE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND 2
 JJ0471'FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED K 275 1941
 JJ0471'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 JJ0471'GROUND.
 JJ0471
 JJ0471                          STATION RECOVERY (1995)
 JJ0471
 JJ0471'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (PGG)
 JJ0471'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0253 ***********************************************************************
 KL0253  DESIGNATION -  K 276
 KL0253  PID         -  KL0253
 KL0253  STATE/COUNTY-  CO/LAKE
 KL0253  USGS QUAD   -  LEADVILLE NORTH (1994)
 KL0253
 KL0253                         *CURRENT SURVEY CONTROL
 KL0253  ___________________________________________________________________
 KL0253* NAD 83(1986)-  39 15 46.     (N)    106 22 31.     (W)     SCALED    
 KL0253* NAVD 88     -      3009.941  (meters)    9875.11   (feet)  ADJUSTED  
 KL0253  ___________________________________________________________________
 KL0253  GEOID HEIGHT-         -12.99  (meters)                     GEOID03
 KL0253  DYNAMIC HT  -        3005.967 (meters)    9862.08  (feet)  COMP
 KL0253  MODELED GRAV-     979,197.6   (mgal)                       NAVD 88
 KL0253
 KL0253  VERT ORDER  -  SECOND    CLASS 0
 KL0253
 KL0253.The horizontal coordinates were scaled from a topographic map and have
 KL0253.an estimated accuracy of +/- 6 seconds.
 KL0253
 KL0253.The orthometric height was determined by differential leveling
 KL0253.and adjusted by the National Geodetic Survey in June 1991..
 KL0253
 KL0253.The geoid height was determined by GEOID03.
 KL0253
 KL0253.The dynamic height is computed by dividing the NAVD 88
 KL0253.geopotential number by the normal gravity value computed on the
 KL0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0253.degrees latitude (g = 980.6199 gals.).
 KL0253
 KL0253.The modeled gravity was interpolated from observed gravity values.
 KL0253
 KL0253;                    North         East    Units  Estimated Accuracy
 KL0253;SPC CO C     -   463,840.      838,870.      MT  (+/- 180 meters Scaled)
 KL0253
 KL0253                          SUPERSEDED SURVEY CONTROL
 KL0253
 KL0253  NGVD 29 (??/??/92) 3008.179  (m)         9869.33   (f) ADJ UNCH    2 0
 KL0253
 KL0253.Superseded values are not recommended for survey control.
 KL0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0253.See file dsdata.txt to determine how the superseded data were derived.
 KL0253
 KL0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD813468(NAD 83)
 KL0253_MARKER: DB = BENCH MARK DISK
 KL0253_SETTING: 80 = SET IN A BOULDER
 KL0253_SP_SET: BOULDER
 KL0253_STAMPING: K 276 1951
 KL0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0253+STABILITY: SURFACE MOTION
 KL0253
 KL0253  HISTORY     - Date     Condition        Report By
 KL0253  HISTORY     - 1951     MONUMENTED       CGS
 KL0253  HISTORY     - 1959     GOOD             DOD
 KL0253
 KL0253                          STATION DESCRIPTION
 KL0253
 KL0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0253'5.5 MI SW FROM LEADVILLE.
 KL0253'0.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE AT
 KL0253'LEADVILLE, THENCE 5.4 MILES SOUTHWEST ALONG STATE HIGHWAY 104, 36 FEET
 KL0253'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ON THE NORTHEAST SLOPE OF
 KL0253'SUGAR LOAF MOUNTAIN, 300 FEET SOUTHWEST OF A GROUP OF 5 CABINS WHICH
 KL0253'ARE ON THE SOUTHWEST SIDE OF TURQUOISE LAKE, 16 FEET SOUTHWEST OF A 14
 KL0253'INCH TRIANGULAR BLAZED PINE TREE, 6 FEET ABOVE THE LEVEL OF THE
 KL0253'HIGHWAY, SET IN THE TOP OF A 6X6 FOOT GRANITE BOULDER, 3.5 FEET ABOVE
 KL0253'THE GROUND.
 KL0253
 KL0253                          STATION RECOVERY (1959)
 KL0253
 KL0253'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0253'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0394 ***********************************************************************
 KL0394  DESIGNATION -  K 277
 KL0394  PID         -  KL0394
 KL0394  STATE/COUNTY-  CO/PITKIN
 KL0394  USGS QUAD   -  NAST (1994)
 KL0394
 KL0394                         *CURRENT SURVEY CONTROL
 KL0394  ___________________________________________________________________
 KL0394* NAD 83(1986)-  39 17 53.     (N)    106 35 18.     (W)     SCALED    
 KL0394* NAVD 88     -      2787.081  (meters)    9143.95   (feet)  ADJUSTED  
 KL0394  ___________________________________________________________________
 KL0394  GEOID HEIGHT-         -12.86  (meters)                     GEOID03
 KL0394  DYNAMIC HT  -        2783.081 (meters)    9130.82  (feet)  COMP
 KL0394  MODELED GRAV-     979,094.6   (mgal)                       NAVD 88
 KL0394
 KL0394  VERT ORDER  -  SECOND    CLASS 0
 KL0394
 KL0394.The horizontal coordinates were scaled from a topographic map and have
 KL0394.an estimated accuracy of +/- 6 seconds.
 KL0394
 KL0394.The orthometric height was determined by differential leveling
 KL0394.and adjusted by the National Geodetic Survey in June 1991..
 KL0394
 KL0394.The geoid height was determined by GEOID03.
 KL0394
 KL0394.The dynamic height is computed by dividing the NAVD 88
 KL0394.geopotential number by the normal gravity value computed on the
 KL0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0394.degrees latitude (g = 980.6199 gals.).
 KL0394
 KL0394.The modeled gravity was interpolated from observed gravity values.
 KL0394
 KL0394;                    North         East    Units  Estimated Accuracy
 KL0394;SPC CO C     -   467,960.      820,530.      MT  (+/- 180 meters Scaled)
 KL0394
 KL0394                          SUPERSEDED SURVEY CONTROL
 KL0394
 KL0394  NGVD 29 (??/??/92) 2784.934  (m)         9136.90   (f) ADJ UNCH    2 0
 KL0394
 KL0394.Superseded values are not recommended for survey control.
 KL0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0394.See file dsdata.txt to determine how the superseded data were derived.
 KL0394
 KL0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD630510(NAD 83)
 KL0394_MARKER: DB = BENCH MARK DISK
 KL0394_SETTING: 80 = SET IN A BOULDER
 KL0394_SP_SET: BOULDER
 KL0394_STAMPING: K 277 1951
 KL0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0394+STABILITY: SURFACE MOTION
 KL0394
 KL0394  HISTORY     - Date     Condition        Report By
 KL0394  HISTORY     - 1951     MONUMENTED       CGS
 KL0394  HISTORY     - 1959     GOOD             DOD
 KL0394
 KL0394                          STATION DESCRIPTION
 KL0394
 KL0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0394'8.0 MI SE FROM THOMASVILLE.
 KL0394'8.0 MILES SOUTHEAST ALONG STATE HIGHWAY 104 FROM ITS JUNCTION WITH
 KL0394'STATE HIGHWAY 307 AT THOMASVILLE, 27 FEET NORTH OF THE CENTER LINE OF
 KL0394'THE HIGHWAY, 42 FEET NORTH OF THE CENTER OF A JUNCTION WITH A TRACK
 KL0394'ROAD LEADING SOUTHEAST, SET IN THE TOP OF THE CENTER OF A 4X4 FOOT
 KL0394'GRANITE BOULDER, 1 FOOT ABOVE THE GROUND.
 KL0394
 KL0394                          STATION RECOVERY (1959)
 KL0394
 KL0394'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0394'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0367 ***********************************************************************
 KL0367  DESIGNATION -  K 278
 KL0367  PID         -  KL0367
 KL0367  STATE/COUNTY-  CO/EAGLE
 KL0367  USGS QUAD   -  TONER RESERVOIR (1987)
 KL0367
 KL0367                         *CURRENT SURVEY CONTROL
 KL0367  ___________________________________________________________________
 KL0367* NAD 83(1986)-  39 22 33.     (N)    106 59 23.     (W)     SCALED    
 KL0367* NAVD 88     -      2087.469  (meters)    6848.64   (feet)  ADJUSTED  
 KL0367  ___________________________________________________________________
 KL0367  GEOID HEIGHT-         -14.07  (meters)                     GEOID03
 KL0367  DYNAMIC HT  -        2084.868 (meters)    6840.10  (feet)  COMP
 KL0367  MODELED GRAV-     979,309.7   (mgal)                       NAVD 88
 KL0367
 KL0367  VERT ORDER  -  SECOND    CLASS 0
 KL0367
 KL0367.The horizontal coordinates were scaled from a topographic map and have
 KL0367.an estimated accuracy of +/- 6 seconds.
 KL0367
 KL0367.The orthometric height was determined by differential leveling
 KL0367.and adjusted by the National Geodetic Survey in June 1991..
 KL0367
 KL0367.The geoid height was determined by GEOID03.
 KL0367
 KL0367.The dynamic height is computed by dividing the NAVD 88
 KL0367.geopotential number by the normal gravity value computed on the
 KL0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0367.degrees latitude (g = 980.6199 gals.).
 KL0367
 KL0367.The modeled gravity was interpolated from observed gravity values.
 KL0367
 KL0367;                    North         East    Units  Estimated Accuracy
 KL0367;SPC CO C     -   477,080.      786,050.      MT  (+/- 180 meters Scaled)
 KL0367
 KL0367                          SUPERSEDED SURVEY CONTROL
 KL0367
 KL0367  NGVD 29 (??/??/92) 2085.798  (m)         6843.16   (f) ADJ UNCH    2 0
 KL0367
 KL0367.Superseded values are not recommended for survey control.
 KL0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0367.See file dsdata.txt to determine how the superseded data were derived.
 KL0367
 KL0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD286603(NAD 83)
 KL0367_MARKER: DB = BENCH MARK DISK
 KL0367_SETTING: 80 = SET IN A BOULDER
 KL0367_SP_SET: BOULDER
 KL0367_STAMPING: K 278 1951
 KL0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0367+STABILITY: SURFACE MOTION
 KL0367
 KL0367  HISTORY     - Date     Condition        Report By
 KL0367  HISTORY     - 1951     MONUMENTED       CGS
 KL0367
 KL0367                          STATION DESCRIPTION
 KL0367
 KL0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0367'2.8 MI SE FROM BASALT.
 KL0367'2.8 MILES SOUTHEAST ALONG STATE HIGHWAY 104 FROM ITS JUNCTION WITH
 KL0367'STATE HIGHWAY 82 AT BASALT, 0.1 MILE WEST OF A CURVE IN THE HIGHWAY,
 KL0367'215 FEET EAST OF A POWER POLE, 63 FEET NORTHEAST OF A TELEPHONE POLE,
 KL0367'28 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 5 FEET ABOVE THE
 KL0367'LEVEL OF THE HIGHWAY, IN A GROVE OF ASH TREES, SET IN THE TOP OF THE
 KL0367'CENTER OF A 10X12 FOOT GRANITE BOULDER, 4.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0457 ***********************************************************************
 KL0457  DESIGNATION -  K 279
 KL0457  PID         -  KL0457
 KL0457  STATE/COUNTY-  CO/EAGLE
 KL0457  USGS QUAD   -  CROOKED CREEK PASS (1987)
 KL0457
 KL0457                         *CURRENT SURVEY CONTROL
 KL0457  ___________________________________________________________________
 KL0457* NAD 83(1986)-  39 27 21.     (N)    106 42 17.     (W)     SCALED    
 KL0457* NAVD 88     -      2816.521  (meters)    9240.54   (feet)  ADJUSTED  
 KL0457  ___________________________________________________________________
 KL0457  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 KL0457  DYNAMIC HT  -        2812.791 (meters)    9228.30  (feet)  COMP
 KL0457  MODELED GRAV-     979,201.7   (mgal)                       NAVD 88
 KL0457
 KL0457  VERT ORDER  -  SECOND    CLASS 0
 KL0457
 KL0457.The horizontal coordinates were scaled from a topographic map and have
 KL0457.an estimated accuracy of +/- 6 seconds.
 KL0457
 KL0457.The orthometric height was determined by differential leveling
 KL0457.and adjusted by the National Geodetic Survey in June 1991..
 KL0457
 KL0457.The geoid height was determined by GEOID03.
 KL0457
 KL0457.The dynamic height is computed by dividing the NAVD 88
 KL0457.geopotential number by the normal gravity value computed on the
 KL0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0457.degrees latitude (g = 980.6199 gals.).
 KL0457
 KL0457.The modeled gravity was interpolated from observed gravity values.
 KL0457
 KL0457;                    North         East    Units  Estimated Accuracy
 KL0457;SPC CO C     -   485,600.      810,720.      MT  (+/- 180 meters Scaled)
 KL0457
 KL0457                          SUPERSEDED SURVEY CONTROL
 KL0457
 KL0457  NGVD 29 (??/??/92) 2814.689  (m)         9234.53   (f) ADJ UNCH    2 0
 KL0457
 KL0457.Superseded values are not recommended for survey control.
 KL0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0457.See file dsdata.txt to determine how the superseded data were derived.
 KL0457
 KL0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD533687(NAD 83)
 KL0457_MARKER: DB = BENCH MARK DISK
 KL0457_SETTING: 80 = SET IN A BOULDER
 KL0457_SP_SET: BOULDER
 KL0457_STAMPING: K 279 1951
 KL0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0457+STABILITY: SURFACE MOTION
 KL0457
 KL0457  HISTORY     - Date     Condition        Report By
 KL0457  HISTORY     - 1951     MONUMENTED       CGS
 KL0457  HISTORY     - 1970     GOOD             USGS
 KL0457
 KL0457                          STATION DESCRIPTION
 KL0457
 KL0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0457'13.1 MI N FROM THOMASVILLE.
 KL0457'13.1 MILES NORTH ALONG STATE HIGHWAY 307 FROM ITS JUNCTION WITH STATE
 KL0457'HIGHWAY 104 AT THOMASVILLE, 90 FEET SOUTHEAST OF THE SOUTHEAST END OF
 KL0457'A 30 INCH PIPE CULVERT, 75 YARDS NORTHWEST OF A FENCE, ON THE OUTSIDE
 KL0457'OF A SHORT CURVE IN THE HIGHWAY, IN A SMALL CLEARING, 34 FEET
 KL0457'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 5 FEET ABOVE THE LEVEL OF
 KL0457'THE HIGHWAY, SET IN THE TOP OF THE CENTER OF A 4X4 FOOT GRANITE
 KL0457'BOULDER, 1 FOOT ABOVE THE GROUND.  NOTE-- THE TABLET HAS BEEN BROKEN
 KL0457'FROM STEM BUT AS OF THIS DATE THE TABLET IS STILL LAYING ON THE TOP OF
 KL0457'STEM WHICH IS SOLID IN THE ROCK.
 KL0457
 KL0457                          STATION RECOVERY (1970)
 KL0457
 KL0457'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 KL0457'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0308 ***********************************************************************
 LM0308  DESIGNATION -  K 28
 LM0308  PID         -  LM0308
 LM0308  STATE/COUNTY-  CO/ROUTT
 LM0308  USGS QUAD   -  MAD CREEK (1962)
 LM0308
 LM0308                         *CURRENT SURVEY CONTROL
 LM0308  ___________________________________________________________________
 LM0308* NAD 83(1986)-  40 30 03.     (N)    106 53 17.     (W)     SCALED    
 LM0308* NAVD 88     -      2017.319  (meters)    6618.49   (feet)  ADJUSTED  
 LM0308  ___________________________________________________________________
 LM0308  GEOID HEIGHT-         -12.69  (meters)                     GEOID03
 LM0308  DYNAMIC HT  -        2015.370 (meters)    6612.09  (feet)  COMP
 LM0308  MODELED GRAV-     979,587.0   (mgal)                       NAVD 88
 LM0308
 LM0308  VERT ORDER  -  FIRST     CLASS II
 LM0308
 LM0308.The horizontal coordinates were scaled from a topographic map and have
 LM0308.an estimated accuracy of +/- 6 seconds.
 LM0308
 LM0308.The orthometric height was determined by differential leveling
 LM0308.and adjusted by the National Geodetic Survey in June 1991..
 LM0308
 LM0308.The geoid height was determined by GEOID03.
 LM0308
 LM0308.The dynamic height is computed by dividing the NAVD 88
 LM0308.geopotential number by the normal gravity value computed on the
 LM0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0308.degrees latitude (g = 980.6199 gals.).
 LM0308
 LM0308.The modeled gravity was interpolated from observed gravity values.
 LM0308
 LM0308;                    North         East    Units  Estimated Accuracy
 LM0308;SPC CO N     -   435,350.      796,750.      MT  (+/- 180 meters Scaled)
 LM0308
 LM0308                          SUPERSEDED SURVEY CONTROL
 LM0308
 LM0308  NGVD 29 (??/??/92) 2016.089  (m)         6614.45   (f) ADJ UNCH    1 2
 LM0308
 LM0308.Superseded values are not recommended for survey control.
 LM0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0308.See file dsdata.txt to determine how the superseded data were derived.
 LM0308
 LM0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE400850(NAD 83)
 LM0308_MARKER: DB = BENCH MARK DISK
 LM0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0308+STABILITY: SURFACE MOTION
 LM0308
 LM0308  HISTORY     - Date     Condition        Report By
 LM0308  HISTORY     - UNK      MONUMENTED       CGS
 LM0308  HISTORY     - 1933     GOOD             NGS
 LM0308  HISTORY     - 1978     GOOD             NGS
 LM0308  HISTORY     - 1987     GOOD             USPSQD
 LM0308
 LM0308                          STATION DESCRIPTION
 LM0308
 LM0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 LM0308'2.4 MI W FROM STEAMBOAT SPRINGS.
 LM0308'2.4 MILES WEST ALONG THE DENVER AND SALT LAKE RAILWAY FROM THE STATION
 LM0308'AT STEAMBOAT SPRINGS, ABOUT 12 1/2 POLES EAST OF MILEPOST 194, AT A
 LM0308'FARM-ROAD CROSSING, 43 FEET NORTH RAIL, 19 FEET WEST OF THE CENTER
 LM0308'LINE OF THE ROAD, AND 4 1/2 FEET SOUTH OF THE RIGHT-OF-WAY FENCE, AND
 LM0308'SET IN THE TOP OF A CONCRETE POST.
 LM0308
 LM0308                          STATION RECOVERY (1978)
 LM0308
 LM0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LM0308'RECOVERED IN GOOD CONDITION.
 LM0308
 LM0308                          STATION RECOVERY (1987)
 LM0308
 LM0308'RECOVERY NOTE BY US POWER SQUADRON 1987 (NC)
 LM0308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0435 ***********************************************************************
 KL0435  DESIGNATION -  K 280
 KL0435  PID         -  KL0435
 KL0435  STATE/COUNTY-  CO/EAGLE
 KL0435  USGS QUAD   -  GYPSUM (1987)
 KL0435
 KL0435                         *CURRENT SURVEY CONTROL
 KL0435  ___________________________________________________________________
 KL0435* NAD 83(1992)-  39 38 46.02538(N)    106 54 43.80502(W)     ADJUSTED  
 KL0435* NAVD 88     -      1981.526  (meters)    6501.06   (feet)  ADJUSTED  
 KL0435  ___________________________________________________________________
 KL0435  X           -  -1,431,075.904 (meters)                     COMP
 KL0435  Y           -  -4,706,631.567 (meters)                     COMP
 KL0435  Z           -   4,049,063.915 (meters)                     COMP
 KL0435  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 KL0435  ELLIP HEIGHT-        1967.76  (meters)          (12/03/02) GPS OBS
 KL0435  GEOID HEIGHT-         -13.77  (meters)                     GEOID03
 KL0435  DYNAMIC HT  -        1979.387 (meters)    6494.04  (feet)  COMP
 KL0435  MODELED GRAV-     979,477.6   (mgal)                       NAVD 88
 KL0435
 KL0435  HORZ ORDER  -  FIRST
 KL0435  VERT ORDER  -  SECOND    CLASS 0
 KL0435  ELLP ORDER  -  FOURTH    CLASS II
 KL0435
 KL0435.This mark is at Eagle Co Regional Airport (EGE)
 KL0435
 KL0435.The horizontal coordinates were established by GPS observations
 KL0435.and adjusted by the National Geodetic Survey in March 1999..
 KL0435
 KL0435.The orthometric height was determined by differential leveling
 KL0435.and adjusted by the National Geodetic Survey in June 1991..
 KL0435
 KL0435.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KL0435
 KL0435.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0435
 KL0435.The ellipsoidal height was determined by GPS observations
 KL0435.and is referenced to NAD 83.
 KL0435
 KL0435.The geoid height was determined by GEOID03.
 KL0435
 KL0435.The dynamic height is computed by dividing the NAVD 88
 KL0435.geopotential number by the normal gravity value computed on the
 KL0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0435.degrees latitude (g = 980.6199 gals.).
 KL0435
 KL0435.The modeled gravity was interpolated from observed gravity values.
 KL0435
 KL0435;                    North         East     Units Scale Factor Converg.
 KL0435;SPC CO C     -   506,980.278   793,198.325   MT  0.99998110   -0 53 26.3
 KL0435;SPC CO C     - 1,663,317.80  2,602,351.50   sFT  0.99998110   -0 53 26.3
 KL0435;UTM  13      - 4,390,228.166   335,932.729   MT  0.99993141   -1 13 13.1
 KL0435
 KL0435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0435!SPC CO C     -   0.99969138  x   0.99998110  =   0.99967249
 KL0435!UTM  13      -   0.99969138  x   0.99993141  =   0.99962282
 KL0435
 KL0435:                Primary Azimuth Mark                     Grid Az
 KL0435:SPC CO C     -  BROWN                                    235 14 55.1
 KL0435:UTM  13      -  BROWN                                    235 34 41.9
 KL0435
 KL0435|---------------------------------------------------------------------|
 KL0435| PID    Reference Object                     Distance      Geod. Az  |
 KL0435|                                                           dddmmss.s |
 KL0435| KL0829 BROWN                               417.424 METERS 2342128.8 |
 KL0435|---------------------------------------------------------------------|
 KL0435
 KL0435                          SUPERSEDED SURVEY CONTROL
 KL0435
 KL0435  ELLIP H (03/05/99) 1967.75   (m)                       GP(       ) 4 2
 KL0435  NGVD 29 (??/??/92) 1980.209  (m)         6496.74   (f) ADJ UNCH    2 0
 KL0435
 KL0435.Superseded values are not recommended for survey control.
 KL0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0435.See file dsdata.txt to determine how the superseded data were derived.
 KL0435
 KL0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD3593390228(NAD 83)
 KL0435_MARKER: DB = BENCH MARK DISK
 KL0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0435_SP_SET: CONCRETE POST
 KL0435_STAMPING: K 280 1951
 KL0435_MARK LOGO: CGS   
 KL0435_PROJECTION: FLUSH
 KL0435_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0435+STABILITY: SURFACE MOTION
 KL0435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KL0435+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1998
 KL0435
 KL0435  HISTORY     - Date     Condition        Report By
 KL0435  HISTORY     - 1951     MONUMENTED       CGS
 KL0435  HISTORY     - 1979     GOOD             USGS
 KL0435  HISTORY     - 19910506 GOOD             NGS
 KL0435  HISTORY     - 19981001 GOOD             MSI
 KL0435
 KL0435                          STATION DESCRIPTION
 KL0435
 KL0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0435'4.9 MI SW FROM EAGLE.
 KL0435'0.1 MILE NORTH ALONG STATE HIGHWAY 307 FROM THE POST OFFICE AT EAGLE,
 KL0435'THENCE 4.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 24, AT THE EAGLE
 KL0435'AIRPORT, 21.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE C.A.A.
 KL0435'WATCH HOUSE, 66.3 FEET WEST OF THE NORTHWEST LEG OF THE BEACON TOWER,
 KL0435'1.5 FEET SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 KL0435'PROJECTS 0.9 FOOT ABOVE THE GROUND.
 KL0435
 KL0435                          STATION RECOVERY (1979)
 KL0435
 KL0435'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 KL0435'0.1 MILES NORTH ALONG STATE HIGHWAY 307 FROM THE POST OFFICE AT
 KL0435'EAGLE, THENCE 4.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 24, AT THE EAGLE
 KL0435'COUNTY AIRPORT, 66.3 FEET WEST OF THE NORTHWEST LEG OF THE AIRPORT
 KL0435'BEACON, 5.0 FEET EAST OF THE NORTHEAST CORNER OF THE OFFICE FOR THE
 KL0435'FLIGHT SERVICE CENTER, AND 8.0 FEET NORTH OF THE NORTH FACE OF A
 KL0435'SMALL WOODEN UTILITY BUILDING. THE MARK IS SET IN THE TOP OF A 12
 KL0435'INCH ROUND CONCRETE POST THAT PROJECTS 0.9 FEET ABOVE THE GROUND.
 KL0435
 KL0435                          STATION RECOVERY (1991)
 KL0435
 KL0435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KL0435'0.1 MI (0.16 KM) NORTH ALONG STATE HIGHWAY 307 FROM THE POST OFFICE
 KL0435'IN EAGLE, THENCE 4.8 MI (7.72 KM) SOUTHWEST ALONG OLD U.S. HIGHWAY
 KL0435'24, THENCE 0.5 MI (0.80 KM) SOUTH TO THE EAGLE COUNTY AIRPORT FAA
 KL0435'BUILDING, 91 FT (27.74 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 KL0435'NATIONAL GUARD BUILDING AND AIRPORT MANAGERS OFFICE, 61 FT (18.59 M)
 KL0435'EAST OF A THREE SIDED ANTENNA STRUCTURE, 5.0 FT (1.52 M) EAST OF THE
 KL0435'NORTHEAST CORNER OF A WHITE TRAILER, 2.0 FT (0.61 M) WEST OF A
 KL0435'WITNESS POST, 2.0 FT (0.61 M) SOUTH OF A WITNESS POST, PROJECTING 0.4
 KL0435'FT (0.12 M) ABOVE THE GROUND.
 KL0435
 KL0435                          STATION RECOVERY (1998)
 KL0435
 KL0435'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1998 (PD)
 KL0435'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0100 ***********************************************************************
 KL0100  DESIGNATION -  K 281
 KL0100  PID         -  KL0100
 KL0100  STATE/COUNTY-  CO/EAGLE
 KL0100  USGS QUAD   -  VAIL PASS (1987)
 KL0100
 KL0100                         *CURRENT SURVEY CONTROL
 KL0100  ___________________________________________________________________
 KL0100* NAD 83(1986)-  39 34 21.     (N)    106 14 40.     (W)     SCALED    
 KL0100* NAVD 88     -      3058.429  (meters)   10034.20   (feet)  ADJUSTED  
 KL0100  ___________________________________________________________________
 KL0100  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 KL0100  DYNAMIC HT  -        3054.507 (meters)   10021.33  (feet)  COMP
 KL0100  MODELED GRAV-     979,232.9   (mgal)                       NAVD 88
 KL0100
 KL0100  VERT ORDER  -  SECOND    CLASS 0
 KL0100
 KL0100.The horizontal coordinates were scaled from a topographic map and have
 KL0100.an estimated accuracy of +/- 6 seconds.
 KL0100
 KL0100.The orthometric height was determined by differential leveling
 KL0100.and adjusted by the National Geodetic Survey in June 1991..
 KL0100
 KL0100.The geoid height was determined by GEOID03.
 KL0100
 KL0100.The dynamic height is computed by dividing the NAVD 88
 KL0100.geopotential number by the normal gravity value computed on the
 KL0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0100.degrees latitude (g = 980.6199 gals.).
 KL0100
 KL0100.The modeled gravity was interpolated from observed gravity values.
 KL0100
 KL0100;                    North         East    Units  Estimated Accuracy
 KL0100;SPC CO C     -   498,130.      850,440.      MT  (+/- 180 meters Scaled)
 KL0100
 KL0100                          SUPERSEDED SURVEY CONTROL
 KL0100
 KL0100  NGVD 29 (??/??/92) 3056.693  (m)        10028.50   (f) ADJ UNCH    2 0
 KL0100
 KL0100.Superseded values are not recommended for survey control.
 KL0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0100.See file dsdata.txt to determine how the superseded data were derived.
 KL0100
 KL0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD931810(NAD 83)
 KL0100_MARKER: DB = BENCH MARK DISK
 KL0100_SETTING: 80 = SET IN A BOULDER
 KL0100_SP_SET: BOULDER
 KL0100_STAMPING: K 281 1951
 KL0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0100+STABILITY: SURFACE MOTION
 KL0100
 KL0100  HISTORY     - Date     Condition        Report By
 KL0100  HISTORY     - 1951     MONUMENTED       CGS
 KL0100  HISTORY     - 1959     GOOD             DOD
 KL0100
 KL0100                          STATION DESCRIPTION
 KL0100
 KL0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0100'16.4 MI NW FROM KOKOMO.
 KL0100'8.0 MILES NORTHEAST ALONG STATE HIGHWAY 91 FROM ITS JUNCTION WITH
 KL0100'COUNTY ROAD 304 AT KOKOMO, THENCE 8.4 MILES WEST ALONG U.S. HIGHWAY 6,
 KL0100'68 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, IN A GROVE OF 6
 KL0100'INCH PINE TREES, 4 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP
 KL0100'OF THE CENTER OF A 4X6 FOOT GRANITE BOULDER.  NOTE-- THE MARK IS 64
 KL0100'FEET SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 6 AND 8.9 FEET LOWER.
 KL0100
 KL0100                          STATION RECOVERY (1959)
 KL0100
 KL0100'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0030 ***********************************************************************
 KL0030  DESIGNATION -  K 282
 KL0030  PID         -  KL0030
 KL0030  STATE/COUNTY-  CO/SUMMIT
 KL0030  USGS QUAD   -  VAIL PASS (1987)
 KL0030
 KL0030                         *CURRENT SURVEY CONTROL
 KL0030  ___________________________________________________________________
 KL0030* NAD 83(1986)-  39 31 42.     (N)    106 08 15.     (W)     SCALED    
 KL0030* NAVD 88     -      2940.466  (meters)    9647.18   (feet)  ADJUSTED  
 KL0030  ___________________________________________________________________
 KL0030  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 KL0030  DYNAMIC HT  -        2936.644 (meters)    9634.64  (feet)  COMP
 KL0030  MODELED GRAV-     979,220.8   (mgal)                       NAVD 88
 KL0030
 KL0030  VERT ORDER  -  FIRST     CLASS II
 KL0030
 KL0030.The horizontal coordinates were scaled from a topographic map and have
 KL0030.an estimated accuracy of +/- 6 seconds.
 KL0030
 KL0030.The orthometric height was determined by differential leveling
 KL0030.and adjusted by the National Geodetic Survey in June 1991..
 KL0030
 KL0030.The geoid height was determined by GEOID03.
 KL0030
 KL0030.The dynamic height is computed by dividing the NAVD 88
 KL0030.geopotential number by the normal gravity value computed on the
 KL0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0030.degrees latitude (g = 980.6199 gals.).
 KL0030
 KL0030.The modeled gravity was interpolated from observed gravity values.
 KL0030
 KL0030;                    North         East    Units  Estimated Accuracy
 KL0030;SPC CO C     -   493,150.      859,590.      MT  (+/- 180 meters Scaled)
 KL0030
 KL0030                          SUPERSEDED SURVEY CONTROL
 KL0030
 KL0030  NGVD 29 (??/??/92) 2938.681  (m)         9641.32   (f) ADJ UNCH    1 2
 KL0030
 KL0030.Superseded values are not recommended for survey control.
 KL0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0030.See file dsdata.txt to determine how the superseded data were derived.
 KL0030
 KL0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD022760(NAD 83)
 KL0030_MARKER: DB = BENCH MARK DISK
 KL0030_SETTING: 80 = SET IN A BOULDER
 KL0030_SP_SET: BOULDER
 KL0030_STAMPING: K 282 1951
 KL0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0030+STABILITY: SURFACE MOTION
 KL0030
 KL0030  HISTORY     - Date     Condition        Report By
 KL0030  HISTORY     - 1951     MONUMENTED       CGS
 KL0030  HISTORY     - 1959     GOOD             NGS
 KL0030
 KL0030                          STATION DESCRIPTION
 KL0030
 KL0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0030'7.8 MI SW FROM DILLON.
 KL0030'7.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH STATE
 KL0030'HIGHWAY 9 AT DILLON, 75 FEET SOUTHWEST OF THE SOUTHWEST BANK OF TEN
 KL0030'MILE CREEK, 36 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ON
 KL0030'THE OUTSIDE OF A CURVE IN THE HIGHWAY, FLUSH WITH THE GROUND, SET IN
 KL0030'THE TOP OF THE CENTER OF A LARGE GRANITE BOULDER.
 KL0030
 KL0030                          STATION RECOVERY (1959)
 KL0030
 KL0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KL0030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0167 ***********************************************************************
 KL0167  DESIGNATION -  K 283
 KL0167  PID         -  KL0167
 KL0167  STATE/COUNTY-  CO/LAKE
 KL0167  USGS QUAD   -  CLIMAX (1994)
 KL0167
 KL0167                         *CURRENT SURVEY CONTROL
 KL0167  ___________________________________________________________________
 KL0167* NAD 83(1986)-  39 19 03.     (N)    106 13 24.     (W)     SCALED    
 KL0167* NAVD 88     -      3136.220  (meters)   10289.42   (feet)  ADJUSTED  
 KL0167  ___________________________________________________________________
 KL0167  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 KL0167  DYNAMIC HT  -        3131.968 (meters)   10275.47  (feet)  COMP
 KL0167  MODELED GRAV-     979,157.2   (mgal)                       NAVD 88
 KL0167
 KL0167  VERT ORDER  -  FIRST     CLASS II
 KL0167
 KL0167.The horizontal coordinates were scaled from a topographic map and have
 KL0167.an estimated accuracy of +/- 6 seconds.
 KL0167
 KL0167.The orthometric height was determined by differential leveling
 KL0167.and adjusted by the National Geodetic Survey in June 1991..
 KL0167
 KL0167.The geoid height was determined by GEOID03.
 KL0167
 KL0167.The dynamic height is computed by dividing the NAVD 88
 KL0167.geopotential number by the normal gravity value computed on the
 KL0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0167.degrees latitude (g = 980.6199 gals.).
 KL0167
 KL0167.The modeled gravity was interpolated from observed gravity values.
 KL0167
 KL0167;                    North         East    Units  Estimated Accuracy
 KL0167;SPC CO C     -   469,800.      852,030.      MT  (+/- 180 meters Scaled)
 KL0167
 KL0167                          SUPERSEDED SURVEY CONTROL
 KL0167
 KL0167  NGVD 29 (??/??/92) 3134.342  (m)        10283.25   (f) ADJ UNCH    1 2
 KL0167
 KL0167.Superseded values are not recommended for survey control.
 KL0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0167.See file dsdata.txt to determine how the superseded data were derived.
 KL0167
 KL0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD945527(NAD 83)
 KL0167_MARKER: DB = BENCH MARK DISK
 KL0167_SETTING: 80 = SET IN A BOULDER
 KL0167_SP_SET: BOULDER
 KL0167_STAMPING: K 283 1951
 KL0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0167+STABILITY: SURFACE MOTION
 KL0167
 KL0167  HISTORY     - Date     Condition        Report By
 KL0167  HISTORY     - 1951     MONUMENTED       CGS
 KL0167  HISTORY     - 1970     GOOD             USGS
 KL0167
 KL0167                          STATION DESCRIPTION
 KL0167
 KL0167'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KL0167'6.95 MI NE FROM LEADVILLE.
 KL0167'5.6 MI. SW ALONG STATE HIGHWAY 91 FROM THE ENTRANCE TO THE CLIMAX
 KL0167'MOLYBDENUM COMPANY MINE AT CLIMAX.  LEADVILLE, 1.3 MILES NORTHEAST
 KL0167'ALONG U.S. HIGHWAY 24, THENCE 5.65 MILES NORTHEAST ALONG STATE HIGHWAY
 KL0167'91 FROM THE COUNTY COURTHOUSE AT, 79 FT. NW AND 9.45 FT. HIGHER THAN
 KL0167'CENTER LINE OF HIGHWAY, 8 FT. NORTHWEST OF A 12 INCH PINE TREE, SET IN
 KL0167'THE TOP OF THE CENTER OF A 4 X 6 FOOT GRANITE BOULDER PROJECTING 3
 KL0167'FT., A STANDARD DISK STAMPED K 283, 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0200 ***********************************************************************
 KL0200  DESIGNATION -  K 284
 KL0200  PID         -  KL0200
 KL0200  STATE/COUNTY-  CO/LAKE
 KL0200  USGS QUAD   -  CLIMAX (1994)
 KL0200
 KL0200                         *CURRENT SURVEY CONTROL
 KL0200  ___________________________________________________________________
 KL0200* NAD 83(1986)-  39 16 20.     (N)    106 11 30.     (W)     SCALED    
 KL0200* NAVD 88     -      3850.069  (meters)   12631.43   (feet)  ADJUSTED  
 KL0200  ___________________________________________________________________
 KL0200  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 KL0200  DYNAMIC HT  -        3844.477 (meters)   12613.09  (feet)  COMP
 KL0200  MODELED GRAV-     979,032.3   (mgal)                       NAVD 88
 KL0200
 KL0200  VERT ORDER  -  SECOND    CLASS 0
 KL0200
 KL0200.The horizontal coordinates were scaled from a topographic map and have
 KL0200.an estimated accuracy of +/- 6 seconds.
 KL0200
 KL0200.The orthometric height was determined by differential leveling
 KL0200.and adjusted by the National Geodetic Survey in June 1991..
 KL0200
 KL0200.The geoid height was determined by GEOID03.
 KL0200
 KL0200.The dynamic height is computed by dividing the NAVD 88
 KL0200.geopotential number by the normal gravity value computed on the
 KL0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0200.degrees latitude (g = 980.6199 gals.).
 KL0200
 KL0200.The modeled gravity was interpolated from observed gravity values.
 KL0200
 KL0200;                    North         East    Units  Estimated Accuracy
 KL0200;SPC CO C     -   464,760.      854,720.      MT  (+/- 180 meters Scaled)
 KL0200
 KL0200                          SUPERSEDED SURVEY CONTROL
 KL0200
 KL0200  NGVD 29 (??/??/92) 3847.959  (m)        12624.51   (f) ADJ UNCH    2 0
 KL0200
 KL0200.Superseded values are not recommended for survey control.
 KL0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0200.See file dsdata.txt to determine how the superseded data were derived.
 KL0200
 KL0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD972476(NAD 83)
 KL0200_MARKER: DB = BENCH MARK DISK
 KL0200_SETTING: 80 = SET IN A BOULDER
 KL0200_SP_SET: BOULDER
 KL0200_STAMPING: K 284 1951
 KL0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0200+STABILITY: SURFACE MOTION
 KL0200
 KL0200  HISTORY     - Date     Condition        Report By
 KL0200  HISTORY     - 1951     MONUMENTED       CGS
 KL0200  HISTORY     - 1959     GOOD             DOD
 KL0200
 KL0200                          STATION DESCRIPTION
 KL0200
 KL0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0200'6.7 MI E FROM LEADVILLE.
 KL0200'0.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE AT
 KL0200'LEADVILLE, THENCE 6.6 MILES EAST ALONG STATE HIGHWAY 300, 0.15 MILE
 KL0200'NORTHEAST OF A POWER LINE CROSSING, 45 FEET NORTHWEST OF A TELEPHONE
 KL0200'POLE, 15 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 KL0200'TOP OF THE CENTER OF A 4X6 FOOT GRANITE BOULDER, 1.5 FEET ABOVE THE
 KL0200'GROUND.
 KL0200
 KL0200                          STATION RECOVERY (1959)
 KL0200
 KL0200'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0682 ***********************************************************************
 JK0682  DESIGNATION -  K 285
 JK0682  PID         -  JK0682
 JK0682  STATE/COUNTY-  CO/FREMONT
 JK0682  USGS QUAD   -  CAMERON MOUNTAIN (1994)
 JK0682
 JK0682                         *CURRENT SURVEY CONTROL
 JK0682  ___________________________________________________________________
 JK0682* NAD 83(1986)-  38 38 36.     (N)    105 53 22.     (W)     SCALED    
 JK0682* NAVD 88     -      2938.486  (meters)    9640.68   (feet)  ADJUSTED  
 JK0682  ___________________________________________________________________
 JK0682  GEOID HEIGHT-         -14.22  (meters)                     GEOID03
 JK0682  DYNAMIC HT  -        2934.613 (meters)    9627.98  (feet)  COMP
 JK0682  MODELED GRAV-     979,202.9   (mgal)                       NAVD 88
 JK0682
 JK0682  VERT ORDER  -  SECOND    CLASS 0
 JK0682
 JK0682.The horizontal coordinates were scaled from a topographic map and have
 JK0682.an estimated accuracy of +/- 6 seconds.
 JK0682
 JK0682.The orthometric height was determined by differential leveling
 JK0682.and adjusted by the National Geodetic Survey in June 1991..
 JK0682
 JK0682.The geoid height was determined by GEOID03.
 JK0682
 JK0682.The dynamic height is computed by dividing the NAVD 88
 JK0682.geopotential number by the normal gravity value computed on the
 JK0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0682.degrees latitude (g = 980.6199 gals.).
 JK0682
 JK0682.The modeled gravity was interpolated from observed gravity values.
 JK0682
 JK0682;                    North         East    Units  Estimated Accuracy
 JK0682;SPC CO C     -   394,790.      880,500.      MT  (+/- 180 meters Scaled)
 JK0682
 JK0682                          SUPERSEDED SURVEY CONTROL
 JK0682
 JK0682  NGVD 29 (??/??/92) 2936.852  (m)         9635.32   (f) ADJ UNCH    2 0
 JK0682
 JK0682.Superseded values are not recommended for survey control.
 JK0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0682.See file dsdata.txt to determine how the superseded data were derived.
 JK0682
 JK0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC225775(NAD 83)
 JK0682_MARKER: DB = BENCH MARK DISK
 JK0682_SETTING: 80 = SET IN A BOULDER
 JK0682_SP_SET: BOULDER
 JK0682_STAMPING: K 285 1951
 JK0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0682+STABILITY: SURFACE MOTION
 JK0682
 JK0682  HISTORY     - Date     Condition        Report By
 JK0682  HISTORY     - 1951     MONUMENTED       CGS
 JK0682
 JK0682                          STATION DESCRIPTION
 JK0682
 JK0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0682'13.5 MI NE FROM SALIDA.
 JK0682'1.0 MILE NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0682'RAILROAD FROM THE STATION AT SALIDA, THENCE 12.5 MILES NORTHEAST
 JK0682'ALONG THE UTE TRAIL, 100 YARDS EAST OF A CURVE IN THE ROAD, 175
 JK0682'FEET EAST OF THE SOUTHEAST END OF A ROCKY RIDGE, 72 FEET SOUTH
 JK0682'OF THE CENTER LINE OF THE UTE TRAIL, 33 FEET NORTHWEST OF THE
 JK0682'TIMBER LINE, 2 FEET ABOVE THE GROUND, SET IN THE TOP OF
 JK0682'THE CENTER OF A 4X6 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0697 ***********************************************************************
 JK0697  DESIGNATION -  K 286
 JK0697  PID         -  JK0697
 JK0697  STATE/COUNTY-  CO/FREMONT
 JK0697  USGS QUAD   -  BLACK MOUNTAIN (1994)
 JK0697
 JK0697                         *CURRENT SURVEY CONTROL
 JK0697  ___________________________________________________________________
 JK0697* NAD 83(1986)-  38 39 04.     (N)    105 41 50.     (W)     SCALED    
 JK0697* NAVD 88     -      2775.494  (meters)    9105.93   (feet)  ADJUSTED  
 JK0697  ___________________________________________________________________
 JK0697  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 JK0697  DYNAMIC HT  -        2771.870 (meters)    9094.04  (feet)  COMP
 JK0697  MODELED GRAV-     979,221.6   (mgal)                       NAVD 88
 JK0697
 JK0697  VERT ORDER  -  SECOND    CLASS 0
 JK0697
 JK0697.The horizontal coordinates were scaled from a topographic map and have
 JK0697.an estimated accuracy of +/- 6 seconds.
 JK0697
 JK0697.The orthometric height was determined by differential leveling
 JK0697.and adjusted by the National Geodetic Survey in June 1991..
 JK0697
 JK0697.The geoid height was determined by GEOID03.
 JK0697
 JK0697.The dynamic height is computed by dividing the NAVD 88
 JK0697.geopotential number by the normal gravity value computed on the
 JK0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0697.degrees latitude (g = 980.6199 gals.).
 JK0697
 JK0697.The modeled gravity was interpolated from observed gravity values.
 JK0697
 JK0697;                    North         East    Units  Estimated Accuracy
 JK0697;SPC CO C     -   395,600.      897,230.      MT  (+/- 180 meters Scaled)
 JK0697
 JK0697                          SUPERSEDED SURVEY CONTROL
 JK0697
 JK0697  NGVD 29 (??/??/92) 2773.896  (m)         9100.69   (f) ADJ UNCH    2 0
 JK0697
 JK0697.Superseded values are not recommended for survey control.
 JK0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0697.See file dsdata.txt to determine how the superseded data were derived.
 JK0697
 JK0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC393782(NAD 83)
 JK0697_MARKER: DB = BENCH MARK DISK
 JK0697_SETTING: 80 = SET IN A BOULDER
 JK0697_SP_SET: BOULDER
 JK0697_STAMPING: K 286 1951
 JK0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0697+STABILITY: SURFACE MOTION
 JK0697
 JK0697  HISTORY     - Date     Condition        Report By
 JK0697  HISTORY     - 1951     MONUMENTED       CGS
 JK0697
 JK0697                          STATION DESCRIPTION
 JK0697
 JK0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0697'25.8 MI NE FROM SALIDA.
 JK0697'1.0 MILE NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0697'RAILROAD FROM THE STATION AT SALIDA, THENCE 24.75 MILES NORTHEAST
 JK0697'ALONG THE UTE TRAIL, 0.3 MILE NORTHEAST OF A CATTLE GUARD, 125
 JK0697'YARDS NORTH OF A FENCE, 145 FEET WEST OF THE CENTER LINE OF
 JK0697'THE UTE TRAIL, 63 FEET EAST OF THE EAST EDGE OF A 10X15 FOOT
 JK0697'GRANITE BOULDER, AT THE SOUTHWEST END OF A RIDGE, 3 FEET ABOVE
 JK0697'THE GROUND, SET IN THE TOP OF A 4X5 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0455 ***********************************************************************
 JK0455  DESIGNATION -  K 287
 JK0455  PID         -  JK0455
 JK0455  STATE/COUNTY-  CO/FREMONT
 JK0455  USGS QUAD   -  COVER MOUNTAIN (1983)
 JK0455
 JK0455                         *CURRENT SURVEY CONTROL
 JK0455  ___________________________________________________________________
 JK0455* NAD 83(1986)-  38 39 53.     (N)    105 29 07.     (W)     SCALED    
 JK0455* NAVD 88     -      2480.335  (meters)    8137.57   (feet)  ADJUSTED  
 JK0455  ___________________________________________________________________
 JK0455  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 JK0455  DYNAMIC HT  -        2477.339 (meters)    8127.74  (feet)  COMP
 JK0455  MODELED GRAV-     979,330.0   (mgal)                       NAVD 88
 JK0455
 JK0455  VERT ORDER  -  SECOND    CLASS 0
 JK0455
 JK0455.The horizontal coordinates were scaled from a topographic map and have
 JK0455.an estimated accuracy of +/- 6 seconds.
 JK0455
 JK0455.The orthometric height was determined by differential leveling
 JK0455.and adjusted by the National Geodetic Survey in June 1991..
 JK0455
 JK0455.The geoid height was determined by GEOID03.
 JK0455
 JK0455.The dynamic height is computed by dividing the NAVD 88
 JK0455.geopotential number by the normal gravity value computed on the
 JK0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0455.degrees latitude (g = 980.6199 gals.).
 JK0455
 JK0455.The modeled gravity was interpolated from observed gravity values.
 JK0455
 JK0455;                    North         East    Units  Estimated Accuracy
 JK0455;SPC CO C     -   397,090.      915,680.      MT  (+/- 180 meters Scaled)
 JK0455
 JK0455                          SUPERSEDED SURVEY CONTROL
 JK0455
 JK0455  NGVD 29 (??/??/92) 2478.999  (m)         8133.18   (f) ADJ UNCH    2 0
 JK0455
 JK0455.Superseded values are not recommended for survey control.
 JK0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0455.See file dsdata.txt to determine how the superseded data were derived.
 JK0455
 JK0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC577796(NAD 83)
 JK0455_MARKER: DB = BENCH MARK DISK
 JK0455_SETTING: 80 = SET IN A BOULDER
 JK0455_SP_SET: BOULDER
 JK0455_STAMPING: K 287 1951
 JK0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0455+STABILITY: SURFACE MOTION
 JK0455
 JK0455  HISTORY     - Date     Condition        Report By
 JK0455  HISTORY     - 1951     MONUMENTED       CGS
 JK0455  HISTORY     - 1976     GOOD             USGS
 JK0455
 JK0455                          STATION DESCRIPTION
 JK0455
 JK0455'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0455'7 MI SE FROM GUFFEY.
 JK0455'1.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 JK0455'GUFFEY, THENCE 5.65 MILES SOUTHEAST ALONG STATE HIGHWAY 9, 0.1
 JK0455'MILE NORTHWEST OF A FENCE, 155 FEET NORTHEAST OF THE CENTER
 JK0455'LINE OF THE HIGHWAY, 400 FEET SOUTHEAST OF A CURVE IN THE HIGHWAY,
 JK0455'50 FEET ABOVE THE LEVEL OF THE HIGHWAY, 10 FEET ABOVE THE
 JK0455'GROUND, SET IN THE TOP OF THE SOUTHWEST SIDE OF A 20X100 FOOT
 JK0455'GRANITE BOULDER.
 JK0455
 JK0455                          STATION RECOVERY (1976)
 JK0455
 JK0455'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JK0455'GUFFEY, 1.4 MILES SOUTH OF ALONG A GRAVELED ROAD, THENCE 5.7 MILES
 JK0455'SOUTHEAST ALONG STATE HIGHWAY 9, 0.25 MILES SOUTHWEST OF THE
 JK0455'CENTERLINE OF THE HIGHWAY, ABOUT 700 FEET NORTH OF THE SOUTH 1/4 COR.
 JK0455'OF SECTION 7, T-16S R-72W, 0.1 MILES SOUTH OF A SADDLE, 400 FEET
 JK0455'SOUTHEAST OF A SHARP CURVE IN THE OLD HIGHWAY, 155 FEET EAST OF AND
 JK0455'50 FEET HIGHER THAN THE CENTERLINE OF THE OLD HIGHWAY, ON THE
 JK0455'SOUTHWEST SLOPE OF A RIDGE, AT LOWER EDGE OF NORTHWEST END OF A LARGE
 JK0455'GRANITE OUTCROP, STANDARD TABLET STAMPED K-287 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0702 ***********************************************************************
 JK0702  DESIGNATION -  K 288
 JK0702  PID         -  JK0702
 JK0702  STATE/COUNTY-  CO/FREMONT
 JK0702  USGS QUAD   -  BLACK MOUNTAIN (1994)
 JK0702
 JK0702                         *CURRENT SURVEY CONTROL
 JK0702  ___________________________________________________________________
 JK0702* NAD 83(1986)-  38 40 28.     (N)    105 39 04.     (W)     SCALED    
 JK0702* NAVD 88     -      2758.011  (meters)    9048.57   (feet)  ADJUSTED  
 JK0702  ___________________________________________________________________
 JK0702  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 JK0702  DYNAMIC HT  -        2754.490 (meters)    9037.02  (feet)  COMP
 JK0702  MODELED GRAV-     979,251.1   (mgal)                       NAVD 88
 JK0702
 JK0702  VERT ORDER  -  SECOND    CLASS 0
 JK0702
 JK0702.The horizontal coordinates were scaled from a topographic map and have
 JK0702.an estimated accuracy of +/- 6 seconds.
 JK0702
 JK0702.The orthometric height was determined by differential leveling
 JK0702.and adjusted by the National Geodetic Survey in June 1991..
 JK0702
 JK0702.The geoid height was determined by GEOID03.
 JK0702
 JK0702.The dynamic height is computed by dividing the NAVD 88
 JK0702.geopotential number by the normal gravity value computed on the
 JK0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0702.degrees latitude (g = 980.6199 gals.).
 JK0702
 JK0702.The modeled gravity was interpolated from observed gravity values.
 JK0702
 JK0702;                    North         East    Units  Estimated Accuracy
 JK0702;SPC CO C     -   398,180.      901,250.      MT  (+/- 180 meters Scaled)
 JK0702
 JK0702                          SUPERSEDED SURVEY CONTROL
 JK0702
 JK0702  NGVD 29 (??/??/92) 2756.495  (m)         9043.60   (f) ADJ UNCH    2 0
 JK0702
 JK0702.Superseded values are not recommended for survey control.
 JK0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0702.See file dsdata.txt to determine how the superseded data were derived.
 JK0702
 JK0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC433808(NAD 83)
 JK0702_MARKER: DB = BENCH MARK DISK
 JK0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0702_STAMPING: K 288 1951
 JK0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0702+STABILITY: SURFACE MOTION
 JK0702
 JK0702  HISTORY     - Date     Condition        Report By
 JK0702  HISTORY     - 1951     MONUMENTED       CGS
 JK0702
 JK0702                          STATION DESCRIPTION
 JK0702
 JK0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0702'13 MI SW FROM GUFFEY.
 JK0702'1.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT GUFFEY,
 JK0702'THENCE 1.6 MILES NORTHWEST ALONG STATE HIGHWAY 9, THENCE 10.05 MILES
 JK0702'SOUTHWEST ALONG A GRAVELED ROAD, 0.1 MILE SOUTHEAST OF A JOG IN THE
 JK0702'ROAD, 98 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1 FOOT
 JK0702'SOUTHEAST OF A FENCE, 3 FEET SOUTHWEST OF A WITNESS POST, SET IN
 JK0702'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0509 ***********************************************************************
 JK0509  DESIGNATION -  K 289
 JK0509  PID         -  JK0509
 JK0509  STATE/COUNTY-  CO/FREMONT
 JK0509  USGS QUAD   -  MC INTYRE HILLS (1980)
 JK0509
 JK0509                         *CURRENT SURVEY CONTROL
 JK0509  ___________________________________________________________________
 JK0509* NAD 83(1986)-  38 29 16.     (N)    105 23 08.     (W)     SCALED    
 JK0509* NAVD 88     -      1754.441  (meters)    5756.03   (feet)  ADJUSTED  
 JK0509  ___________________________________________________________________
 JK0509  GEOID HEIGHT-         -15.58  (meters)                     GEOID03
 JK0509  DYNAMIC HT  -        1752.500 (meters)    5749.66  (feet)  COMP
 JK0509  MODELED GRAV-     979,460.3   (mgal)                       NAVD 88
 JK0509
 JK0509  VERT ORDER  -  FIRST     CLASS II
 JK0509
 JK0509.The horizontal coordinates were scaled from a topographic map and have
 JK0509.an estimated accuracy of +/- 6 seconds.
 JK0509
 JK0509.The orthometric height was determined by differential leveling
 JK0509.and adjusted by the National Geodetic Survey in June 1991..
 JK0509
 JK0509.The geoid height was determined by GEOID03.
 JK0509
 JK0509.The dynamic height is computed by dividing the NAVD 88
 JK0509.geopotential number by the normal gravity value computed on the
 JK0509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0509.degrees latitude (g = 980.6199 gals.).
 JK0509
 JK0509.The modeled gravity was interpolated from observed gravity values.
 JK0509
 JK0509;                    North         East    Units  Estimated Accuracy
 JK0509;SPC CO C     -   377,460.      924,390.      MT  (+/- 180 meters Scaled)
 JK0509
 JK0509                          SUPERSEDED SURVEY CONTROL
 JK0509
 JK0509  NGVD 29 (??/??/92) 1753.312  (m)         5752.32   (f) ADJ UNCH    1 2
 JK0509
 JK0509.Superseded values are not recommended for survey control.
 JK0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0509.See file dsdata.txt to determine how the superseded data were derived.
 JK0509
 JK0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC663600(NAD 83)
 JK0509_MARKER: DB = BENCH MARK DISK
 JK0509_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JK0509_SP_SET: ABUTMENT
 JK0509_STAMPING: K 289 1951
 JK0509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0509
 JK0509  HISTORY     - Date     Condition        Report By
 JK0509  HISTORY     - 1951     MONUMENTED       CGS
 JK0509  HISTORY     - 1953     GOOD             NGS
 JK0509  HISTORY     - 1979     GOOD             USGS
 JK0509
 JK0509                          STATION DESCRIPTION
 JK0509
 JK0509'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0509'0.6 MI SE FROM PARKDALE.
 JK0509'0.6 MILE SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0509'FROM THE STATION AT PARKDALE, 8.6 FEET NORTH OF THE NORTH RAIL, SET
 JK0509'IN THE TOP OF THE NORTH END OF THE CONCRETE BASE OF THE WEST ABUTMENT
 JK0509'OF STEEL GIRDER BRIDGE 170.40, 4 FEET BELOW THE TOP OF THE RAILS.
 JK0509
 JK0509                          STATION RECOVERY (1979)
 JK0509
 JK0509'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JK0509'0.6 MILE SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0509'FROM THE SECTION HOUSE AT PARKDALE SIDING, 8.6 FEET NORTH OF THE
 JK0509'NORTH RAIL, SET IN THE TOP OF THE NORTH END OF THE CONCRETE BASE OF
 JK0509'THE WEST ABUTMENT OF STEEL GIRDER BRIDGE 170,40, 4 FEET BELOW THE TOP
 JK0509'OF THE RAILS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0397 ***********************************************************************
 KL0397  DESIGNATION -  K 29
 KL0397  PID         -  KL0397
 KL0397  STATE/COUNTY-  CO/ROUTT
 KL0397  USGS QUAD   -  MC COY (1972)
 KL0397
 KL0397                         *CURRENT SURVEY CONTROL
 KL0397  ___________________________________________________________________
 KL0397* NAD 83(1986)-  39 57 52.     (N)    106 41 53.     (W)     SCALED    
 KL0397* NAVD 88     -      2330.560  (meters)    7646.18   (feet)  ADJUSTED  
 KL0397  ___________________________________________________________________
 KL0397  GEOID HEIGHT-         -12.85  (meters)                     GEOID03
 KL0397  DYNAMIC HT  -        2328.008 (meters)    7637.81  (feet)  COMP
 KL0397  MODELED GRAV-     979,447.4   (mgal)                       NAVD 88
 KL0397
 KL0397  VERT ORDER  -  FIRST     CLASS II
 KL0397
 KL0397.The horizontal coordinates were scaled from a topographic map and have
 KL0397.an estimated accuracy of +/- 6 seconds.
 KL0397
 KL0397.The orthometric height was determined by differential leveling
 KL0397.and adjusted by the National Geodetic Survey in June 1991..
 KL0397
 KL0397.The geoid height was determined by GEOID03.
 KL0397
 KL0397.The dynamic height is computed by dividing the NAVD 88
 KL0397.geopotential number by the normal gravity value computed on the
 KL0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0397.degrees latitude (g = 980.6199 gals.).
 KL0397
 KL0397.The modeled gravity was interpolated from observed gravity values.
 KL0397
 KL0397;                    North         East    Units  Estimated Accuracy
 KL0397;SPC CO N     -   375,560.      812,050.      MT  (+/- 180 meters Scaled)
 KL0397
 KL0397                          SUPERSEDED SURVEY CONTROL
 KL0397
 KL0397  NGVD 29 (??/??/92) 2329.146  (m)         7641.54   (f) ADJ UNCH    1 2
 KL0397
 KL0397.Superseded values are not recommended for survey control.
 KL0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0397.See file dsdata.txt to determine how the superseded data were derived.
 KL0397
 KL0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCE549251(NAD 83)
 KL0397_MARKER: DB = BENCH MARK DISK
 KL0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0397+STABILITY: SURFACE MOTION
 KL0397
 KL0397  HISTORY     - Date     Condition        Report By
 KL0397  HISTORY     - UNK      MONUMENTED       CGS
 KL0397  HISTORY     - 1933     GOOD             NGS
 KL0397
 KL0397                          STATION DESCRIPTION
 KL0397
 KL0397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KL0397'4.03 MI N FROM MCCOY.
 KL0397'AT CROSSING OF VOLCANO-MCCOY ROAD WITH THE DENVER AND SALT LAKE
 KL0397'RAILWAY, 4.03 MILES NORTH OF THE MCCOY STATION.  IT IS AT MILE POST
 KL0397'138.40 OF 16 TELEPHONE POLES NORTH OF MILE POST 138.  51 FT. 4 IN.
 KL0397'EAST OF NEAREST RAIL OF TRACK.  26 FT. SOUTH OF CENTER OF ROAD.  5 FT.
 KL0397'EAST OF CORNER OF FENCE.  AND 1 FT. NORTH OF FENCE PARALLEL TO ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0394 ***********************************************************************
 JK0394  DESIGNATION -  K 290
 JK0394  PID         -  JK0394
 JK0394  STATE/COUNTY-  CO/PARK
 JK0394  USGS QUAD   -  WRIGHTS RESERVOIR (1994)
 JK0394
 JK0394                         *CURRENT SURVEY CONTROL
 JK0394  ___________________________________________________________________
 JK0394* NAD 83(1986)-  38 46 10.     (N)    105 20 48.     (W)     SCALED    
 JK0394* NAVD 88     -      2505.347  (meters)    8219.63   (feet)  ADJUSTED  
 JK0394  ___________________________________________________________________
 JK0394  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 JK0394  DYNAMIC HT  -        2502.338 (meters)    8209.75  (feet)  COMP
 JK0394  MODELED GRAV-     979,336.0   (mgal)                       NAVD 88
 JK0394
 JK0394  VERT ORDER  -  SECOND    CLASS 0
 JK0394
 JK0394.The horizontal coordinates were scaled from a topographic map and have
 JK0394.an estimated accuracy of +/- 6 seconds.
 JK0394
 JK0394.The orthometric height was determined by differential leveling
 JK0394.and adjusted by the National Geodetic Survey in June 1991..
 JK0394
 JK0394.The geoid height was determined by GEOID03.
 JK0394
 JK0394.The dynamic height is computed by dividing the NAVD 88
 JK0394.geopotential number by the normal gravity value computed on the
 JK0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0394.degrees latitude (g = 980.6199 gals.).
 JK0394
 JK0394.The modeled gravity was interpolated from observed gravity values.
 JK0394
 JK0394;                    North         East    Units  Estimated Accuracy
 JK0394;SPC CO C     -   408,730.      927,730.      MT  (+/- 180 meters Scaled)
 JK0394
 JK0394                          SUPERSEDED SURVEY CONTROL
 JK0394
 JK0394  NGVD 29 (??/??/92) 2504.026  (m)         8215.29   (f) ADJ UNCH    2 0
 JK0394
 JK0394.Superseded values are not recommended for survey control.
 JK0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0394.See file dsdata.txt to determine how the superseded data were derived.
 JK0394
 JK0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC698912(NAD 83)
 JK0394_MARKER: DB = BENCH MARK DISK
 JK0394_SETTING: 66 = SET IN ROCK OUTCROP
 JK0394_SP_SET: GRANITE OUTCROP
 JK0394_STAMPING: K 290 1951
 JK0394_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0394+STABILITY: POSITION/ELEVATION WELL
 JK0394
 JK0394  HISTORY     - Date     Condition        Report By
 JK0394  HISTORY     - 1951     MONUMENTED       CGS
 JK0394  HISTORY     - 1976     GOOD             USGS
 JK0394
 JK0394                          STATION DESCRIPTION
 JK0394
 JK0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0394'11.4 MI NE FROM GUFFEY.
 JK0394'11.45 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 JK0394'AT GUFFEY, 90 FEET SOUTHEAST OF THE SOUTHEAST END OF AN 18 INCH
 JK0394'PIPE CULVERT, 85 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 72 FEET
 JK0394'SOUTHWEST OF A TELEPHONE POLE, 28 FEET WEST OF A 20 INCH PINE TREE,
 JK0394'6 FEET ABOVE THE LEVEL OF THE ROAD, 0.6 FOOT ABOVE THE GROUND, SET
 JK0394'IN THE TOP OF A GRANITE OUTCROP, 4 FEET NORTH OF A FENCE.
 JK0394
 JK0394                          STATION RECOVERY (1976)
 JK0394
 JK0394'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JK0394'GUFFEY, 11.45 MILES NORTHEAST OF ALONG A GRAVELED ROAD, AT A BEND IN
 JK0394'THE ROAD, 190 FT SE. OF AN ANGLE POINT IN A POWER LINE, 85 FT SOUTH
 JK0394'OF AND 4.5 FT HIGHER THAN C/L ROAD, 75 FT EAST OF A DRAIN, 25 FT WEST
 JK0394'OF A 20 INCH PINE, SET IN THE NORTH EDGE OF A ROCK OUTCROP, LEVEL
 JK0394'WITH GROUND. A STANDARD DISK STAMPED K 290 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0423 ***********************************************************************
 JK0423  DESIGNATION -  K 291
 JK0423  PID         -  JK0423
 JK0423  STATE/COUNTY-  CO/TELLER
 JK0423  USGS QUAD   -  BIG BULL MOUNTAIN (1994)
 JK0423
 JK0423                         *CURRENT SURVEY CONTROL
 JK0423  ___________________________________________________________________
 JK0423* NAD 83(1986)-  38 44 38.     (N)    105 04 27.     (W)     SCALED    
 JK0423* NAVD 88     -      2955.218  (meters)    9695.58   (feet)  ADJUSTED  
 JK0423  ___________________________________________________________________
 JK0423  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 JK0423  DYNAMIC HT  -        2951.500 (meters)    9683.38  (feet)  COMP
 JK0423  MODELED GRAV-     979,261.0   (mgal)                       NAVD 88
 JK0423
 JK0423  VERT ORDER  -  SECOND    CLASS 0
 JK0423
 JK0423.The horizontal coordinates were scaled from a topographic map and have
 JK0423.an estimated accuracy of +/- 6 seconds.
 JK0423
 JK0423.The orthometric height was determined by differential leveling
 JK0423.and adjusted by the National Geodetic Survey in June 1991..
 JK0423
 JK0423.The geoid height was determined by GEOID03.
 JK0423
 JK0423.The dynamic height is computed by dividing the NAVD 88
 JK0423.geopotential number by the normal gravity value computed on the
 JK0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0423.degrees latitude (g = 980.6199 gals.).
 JK0423
 JK0423.The modeled gravity was interpolated from observed gravity values.
 JK0423
 JK0423;                    North         East    Units  Estimated Accuracy
 JK0423;SPC CO C     -   405,970.      951,420.      MT  (+/- 180 meters Scaled)
 JK0423
 JK0423                          SUPERSEDED SURVEY CONTROL
 JK0423
 JK0423  NGVD 29 (??/??/92) 2953.838  (m)         9691.05   (f) ADJ UNCH    2 0
 JK0423
 JK0423.Superseded values are not recommended for survey control.
 JK0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0423.See file dsdata.txt to determine how the superseded data were derived.
 JK0423
 JK0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC935883(NAD 83)
 JK0423_MARKER: DB = BENCH MARK DISK
 JK0423_SETTING: 80 = SET IN A BOULDER
 JK0423_SP_SET: BOULDER
 JK0423_STAMPING: K 291 1951
 JK0423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0423+STABILITY: SURFACE MOTION
 JK0423
 JK0423  HISTORY     - Date     Condition        Report By
 JK0423  HISTORY     - 1951     MONUMENTED       CGS
 JK0423  HISTORY     - 1954     GOOD             NGS
 JK0423  HISTORY     - 1975     GOOD             LOCENG
 JK0423
 JK0423                          STATION DESCRIPTION
 JK0423
 JK0423'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0423'8.2 MI E FROM CRIPPLE CREEK.
 JK0423'1.9 MILES NORTH ALONG STATE HIGHWAY 67 FROM THE COURTHOUSE
 JK0423'AT CRIPPLE CREEK, THENCE 6.3 MILES EAST ALONG STATE HIGHWAY 336,
 JK0423'0.05 MILE SOUTHEAST OF A ROAD LEADING NORTHEAST TO THE BEAVER
 JK0423'VALLEY RANCH, 23 FEET SOUTHWEST OF THE CENTER LINE OF THE
 JK0423'HIGHWAY, 20 FEET NORTHEAST OF A FENCE, 2 FEET ABOVE THE GROUND,
 JK0423'SET IN THE TOP OF A 4X5 FOOT GRANITE BOULDER.
 JK0423
 JK0423                          STATION RECOVERY (1954)
 JK0423
 JK0423'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JK0423'RECOVERED IN GOOD CONDITION.
 JK0423
 JK0423                          STATION RECOVERY (1975)
 JK0423
 JK0423'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 JK0423'RIGHT OF WAY FENCE HAS BEEN INSTALLED BETWEEN EDGE OF ROAD AND BM -
 JK0423'DESC SHOULD NOW READ 3 FEET SOUTH OF SOUTH RIGHT-OF-WAY FENCE OF GOLD
 JK0423'CAMP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0251 ***********************************************************************
 JK0251  DESIGNATION -  K 292
 JK0251  PID         -  JK0251
 JK0251  STATE/COUNTY-  CO/EL PASO
 JK0251  USGS QUAD   -  MANITOU SPRINGS (1994)
 JK0251
 JK0251                         *CURRENT SURVEY CONTROL
 JK0251  ___________________________________________________________________
 JK0251* NAD 83(1986)-  38 45 04.     (N)    104 53 57.     (W)     SCALED    
 JK0251* NAVD 88     -      2627.637  (meters)    8620.84   (feet)  ADJUSTED  
 JK0251  ___________________________________________________________________
 JK0251  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 JK0251  DYNAMIC HT  -        2624.455 (meters)    8610.40  (feet)  COMP
 JK0251  MODELED GRAV-     979,320.9   (mgal)                       NAVD 88
 JK0251
 JK0251  VERT ORDER  -  SECOND    CLASS 0
 JK0251
 JK0251.The horizontal coordinates were scaled from a topographic map and have
 JK0251.an estimated accuracy of +/- 6 seconds.
 JK0251
 JK0251.The orthometric height was determined by differential leveling
 JK0251.and adjusted by the National Geodetic Survey in June 1991..
 JK0251
 JK0251.The geoid height was determined by GEOID03.
 JK0251
 JK0251.The dynamic height is computed by dividing the NAVD 88
 JK0251.geopotential number by the normal gravity value computed on the
 JK0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0251.degrees latitude (g = 980.6199 gals.).
 JK0251
 JK0251.The modeled gravity was interpolated from observed gravity values.
 JK0251
 JK0251;                    North         East    Units  Estimated Accuracy
 JK0251;SPC CO C     -   406,850.      966,630.      MT  (+/- 180 meters Scaled)
 JK0251
 JK0251                          SUPERSEDED SURVEY CONTROL
 JK0251
 JK0251  NGVD 29 (??/??/92) 2626.351  (m)         8616.62   (f) ADJ UNCH    2 0
 JK0251
 JK0251.Superseded values are not recommended for survey control.
 JK0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0251.See file dsdata.txt to determine how the superseded data were derived.
 JK0251
 JK0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC087891(NAD 83)
 JK0251_MARKER: DB = BENCH MARK DISK
 JK0251_SETTING: 80 = SET IN A BOULDER
 JK0251_STAMPING: K 292 1951
 JK0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0251+STABILITY: SURFACE MOTION
 JK0251
 JK0251  HISTORY     - Date     Condition        Report By
 JK0251  HISTORY     - 1951     MONUMENTED       CGS
 JK0251  HISTORY     - 1954     GOOD             NGS
 JK0251
 JK0251                          STATION DESCRIPTION
 JK0251
 JK0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0251'15.6 MI SW FROM COLORADO SPRINGS.
 JK0251'2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE AT
 JK0251'COLORADO SPRINGS, THENCE 1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 336,
 JK0251'THENCE 5.35 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 6.0 MILES
 JK0251'SOUTHWEST ALONG STATE HIGHWAY 336, 55 FEET WEST OF THE CENTER LINE OF
 JK0251'THE HIGHWAY.  15 FEET NORTHWEST OF AN 8 INCH PINE TREE, 7 FEET ABOVE
 JK0251'THE LEVEL OF THE HIGHWAY, 3 FEET ABOVE THE GROUND, SET IN THE TOP
 JK0251'OF THE CENTER OF A 3X5 FOOT GRANITE BOULDER.
 JK0251
 JK0251                          STATION RECOVERY (1954)
 JK0251
 JK0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JK0251'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0796 ***********************************************************************
 KK0796  DESIGNATION -  K 293
 KK0796  PID         -  KK0796
 KK0796  STATE/COUNTY-  CO/TELLER
 KK0796  USGS QUAD   -  MOUNT DECEPTION (1984)
 KK0796
 KK0796                         *CURRENT SURVEY CONTROL
 KK0796  ___________________________________________________________________
 KK0796* NAD 83(1986)-  39 05 44.     (N)    105 04 56.     (W)     SCALED    
 KK0796* NAVD 88     -      2408.403  (meters)    7901.57   (feet)  ADJUSTED  
 KK0796  ___________________________________________________________________
 KK0796  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 KK0796  DYNAMIC HT  -        2405.643 (meters)    7892.51  (feet)  COMP
 KK0796  MODELED GRAV-     979,394.2   (mgal)                       NAVD 88
 KK0796
 KK0796  VERT ORDER  -  SECOND    CLASS 0
 KK0796
 KK0796.The horizontal coordinates were scaled from a topographic map and have
 KK0796.an estimated accuracy of +/- 6 seconds.
 KK0796
 KK0796.The orthometric height was determined by differential leveling
 KK0796.and adjusted by the National Geodetic Survey in June 1991..
 KK0796
 KK0796.The geoid height was determined by GEOID03.
 KK0796
 KK0796.The dynamic height is computed by dividing the NAVD 88
 KK0796.geopotential number by the normal gravity value computed on the
 KK0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0796.degrees latitude (g = 980.6199 gals.).
 KK0796
 KK0796.The modeled gravity was interpolated from observed gravity values.
 KK0796
 KK0796;                    North         East    Units  Estimated Accuracy
 KK0796;SPC CO C     -   445,000.      950,540.      MT  (+/- 180 meters Scaled)
 KK0796
 KK0796                          SUPERSEDED SURVEY CONTROL
 KK0796
 KK0796  NGVD 29 (??/??/92) 2407.161  (m)         7897.49   (f) ADJ UNCH    2 0
 KK0796
 KK0796.Superseded values are not recommended for survey control.
 KK0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0796.See file dsdata.txt to determine how the superseded data were derived.
 KK0796
 KK0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD928273(NAD 83)
 KK0796_MARKER: DB = BENCH MARK DISK
 KK0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0796_STAMPING: K 293 1952
 KK0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0796+STABILITY: SURFACE MOTION
 KK0796
 KK0796  HISTORY     - Date     Condition        Report By
 KK0796  HISTORY     - 1952     MONUMENTED       CGS
 KK0796
 KK0796                          STATION DESCRIPTION
 KK0796
 KK0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0796'7.3 MI SE FROM WEST CREEK.
 KK0796'0.3 MILE SOUTHEAST ALONG A WINDING GRAVELED ROAD FROM THE GRADE
 KK0796'SCHOOL AT WEST CREEK, THENCE 6.0 MILES SOUTHEAST ALONG STATE
 KK0796'HIGHWAY 67, THENCE 1.0 MILE EAST ALONG A WINDING MOUNTAIN ROAD, 0.1
 KK0796'MILE EAST OF A CATTLE GUARD, 38 FEET SOUTH OF THE CENTER LINE OF THE
 KK0796'ROAD, 48 FEET NORTH OF THE NORTH EDGE OF A BLUFF, 42 FEET SOUTHEAST
 KK0796'OF A 24 INCH SPRUCE TREE, 3 FEET EAST OF A WITNESS POST, SET IN THE
 KK0796'TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0267 ***********************************************************************
 KK0267  DESIGNATION -  K 294
 KK0267  PID         -  KK0267
 KK0267  STATE/COUNTY-  CO/EL PASO
 KK0267  USGS QUAD   -  PALMER LAKE (1994)
 KK0267
 KK0267                         *CURRENT SURVEY CONTROL
 KK0267  ___________________________________________________________________
 KK0267* NAD 83(1986)-  39 05 25.     (N)    104 54 15.     (W)     SCALED    
 KK0267* NAVD 88     -      2206.240  (meters)    7238.31   (feet)  ADJUSTED  
 KK0267  ___________________________________________________________________
 KK0267  GEOID HEIGHT-         -15.97  (meters)                     GEOID03
 KK0267  DYNAMIC HT  -        2203.763 (meters)    7230.18  (feet)  COMP
 KK0267  MODELED GRAV-     979,425.4   (mgal)                       NAVD 88
 KK0267
 KK0267  VERT ORDER  -  SECOND    CLASS 0
 KK0267
 KK0267.The horizontal coordinates were scaled from a topographic map and have
 KK0267.an estimated accuracy of +/- 6 seconds.
 KK0267
 KK0267.The orthometric height was determined by differential leveling
 KK0267.and adjusted by the National Geodetic Survey in June 1991..
 KK0267
 KK0267.The geoid height was determined by GEOID03.
 KK0267
 KK0267.The dynamic height is computed by dividing the NAVD 88
 KK0267.geopotential number by the normal gravity value computed on the
 KK0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0267.degrees latitude (g = 980.6199 gals.).
 KK0267
 KK0267.The modeled gravity was interpolated from observed gravity values.
 KK0267
 KK0267;                    North         East    Units  Estimated Accuracy
 KK0267;SPC CO C     -   444,500.      965,950.      MT  (+/- 180 meters Scaled)
 KK0267
 KK0267                          SUPERSEDED SURVEY CONTROL
 KK0267
 KK0267  NGVD 29 (??/??/92) 2205.028  (m)         7234.33   (f) ADJ UNCH    2 0
 KK0267
 KK0267.Superseded values are not recommended for survey control.
 KK0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0267.See file dsdata.txt to determine how the superseded data were derived.
 KK0267
 KK0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED082267(NAD 83)
 KK0267_MARKER: DB = BENCH MARK DISK
 KK0267_SETTING: 80 = SET IN A BOULDER
 KK0267_STAMPING: K 294 1952
 KK0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0267+STABILITY: SURFACE MOTION
 KK0267
 KK0267  HISTORY     - Date     Condition        Report By
 KK0267  HISTORY     - 1952     MONUMENTED       CGS
 KK0267
 KK0267                          STATION DESCRIPTION
 KK0267
 KK0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0267'2.5 MI W FROM MONUMENT.
 KK0267'0.9 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE GRADE SCHOOL AT
 KK0267'MONUMENT, THENCE 1.6 MILES WEST ALONG A GRAVELED ROAD, 0.3 MILE
 KK0267'NORTH OF A PROMINENT WHITE BOULDER WHICH IS 200 FEET HIGH, 46 FEET
 KK0267'NORTH OF A FENCE, 45 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 KK0267'0.1 MILE EAST OF A CATTLE GUARD, SET IN THE TOP OF THE CENTER OF A
 KK0267'3X3 FOOT BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0166 ***********************************************************************
 KK0166  DESIGNATION -  K 295
 KK0166  PID         -  KK0166
 KK0166  STATE/COUNTY-  CO/EL PASO
 KK0166  USGS QUAD   -  MONUMENT (1986)
 KK0166
 KK0166                         *CURRENT SURVEY CONTROL
 KK0166  ___________________________________________________________________
 KK0166* NAD 83(1986)-  39 04 07.     (N)    104 51 53.     (W)     SCALED    
 KK0166* NAVD 88     -      2086.769  (meters)    6846.34   (feet)  ADJUSTED  
 KK0166  ___________________________________________________________________
 KK0166  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 KK0166  DYNAMIC HT  -        2084.445 (meters)    6838.72  (feet)  COMP
 KK0166  MODELED GRAV-     979,439.1   (mgal)                       NAVD 88
 KK0166
 KK0166  VERT ORDER  -  FIRST     CLASS II
 KK0166
 KK0166.The horizontal coordinates were scaled from a topographic map and have
 KK0166.an estimated accuracy of +/- 6 seconds.
 KK0166
 KK0166.The orthometric height was determined by differential leveling
 KK0166.and adjusted by the National Geodetic Survey in June 1991..
 KK0166
 KK0166.The geoid height was determined by GEOID03.
 KK0166
 KK0166.The dynamic height is computed by dividing the NAVD 88
 KK0166.geopotential number by the normal gravity value computed on the
 KK0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0166.degrees latitude (g = 980.6199 gals.).
 KK0166
 KK0166.The modeled gravity was interpolated from observed gravity values.
 KK0166
 KK0166;                    North         East    Units  Estimated Accuracy
 KK0166;SPC CO C     -   442,120.      969,380.      MT  (+/- 180 meters Scaled)
 KK0166
 KK0166                          SUPERSEDED SURVEY CONTROL
 KK0166
 KK0166  NGVD 29 (??/??/92) 2085.574  (m)         6842.42   (f) ADJ UNCH    1 2
 KK0166
 KK0166.Superseded values are not recommended for survey control.
 KK0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0166.See file dsdata.txt to determine how the superseded data were derived.
 KK0166
 KK0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED117243(NAD 83)
 KK0166_MARKER: DB = BENCH MARK DISK
 KK0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0166_STAMPING: K 295 1952
 KK0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0166+STABILITY: SURFACE MOTION
 KK0166
 KK0166  HISTORY     - Date     Condition        Report By
 KK0166  HISTORY     - 1952     MONUMENTED       CGS
 KK0166  HISTORY     - 1954     GOOD             NGS
 KK0166  HISTORY     - 19841127 MARK NOT FOUND   USGS
 KK0166  HISTORY     - 19980326 MARK NOT FOUND   USPSQD
 KK0166
 KK0166                          STATION DESCRIPTION
 KK0166
 KK0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0166'1.8 MI S FROM MONUMENT.
 KK0166'0.2 MILE WEST ALONG A GRAVELED STREET FROM THE GRADE SCHOOL AT
 KK0166'MONUMENT, THENCE 1.6 MILES SOUTH ALONG THE DENVER AND RIO GRANDE
 KK0166'WESTERN RAILROAD, 220 FEET SOUTH OF THE CENTER LINE OF A PRIVATE
 KK0166'ROAD LEADING WEST UNDER A TRESTLE, 200 FEET SOUTHEAST OF THE
 KK0166'SOUTHEAST CORNER OF THE RAILROAD TRESTLE, 47 FEET EAST OF THE
 KK0166'EAST RAIL, 1 FOOT WEST OF A FENCE, 3 FEET NORTH OF A WITNESS POST,
 KK0166'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 KK0166'THE GROUND.
 KK0166
 KK0166                          STATION RECOVERY (1984)
 KK0166
 KK0166'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 KK0166'MARK NOT FOUND.
 KK0166
 KK0166                          STATION RECOVERY (1998)
 KK0166
 KK0166'RECOVERY NOTE BY US POWER SQUADRON 1998
 KK0166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0707 ***********************************************************************
 LM0707  DESIGNATION -  K 296 RESET
 LM0707  PID         -  LM0707
 LM0707  STATE/COUNTY-  CO/GRAND
 LM0707  USGS QUAD   -  WHITELEY PEAK (1956)
 LM0707
 LM0707                         *CURRENT SURVEY CONTROL
 LM0707  ___________________________________________________________________
 LM0707* NAD 83(1986)-  40 17 48.     (N)    106 29 57.     (W)     SCALED    
 LM0707* NAVD 88     -      2402.07   (meters)    7880.8    (feet)  RESET     
 LM0707  ___________________________________________________________________
 LM0707  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 LM0707
 LM0707  VERT ORDER  -  THIRD
 LM0707
 LM0707.The horizontal coordinates were scaled from a topographic map and have
 LM0707.an estimated accuracy of +/- 6 seconds.
 LM0707
 LM0707.The orthometric height was computed from unverified reset data.
 LM0707.No vertical observational check was made to the station.
 LM0707
 LM0707.The geoid height was determined by GEOID03.
 LM0707
 LM0707;                    North         East    Units  Estimated Accuracy
 LM0707;SPC CO N     -   412,240.      829,460.      MT  (+/- 180 meters Scaled)
 LM0707
 LM0707                          SUPERSEDED SURVEY CONTROL
 LM0707
 LM0707  NGVD 29 (03/28/06) 2400.72   (m)         7876.4    (f) RESET       3  
 LM0707
 LM0707.Superseded values are not recommended for survey control.
 LM0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0707.See file dsdata.txt to determine how the superseded data were derived.
 LM0707
 LM0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE725617(NAD 83)
 LM0707_MARKER: DV = VERTICAL CONTROL DISK
 LM0707_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LM0707_SP_SET: LARGE BOX CULVERT
 LM0707_STAMPING: K 296 RESET 1987
 LM0707_MARK LOGO: NGS   
 LM0707_MAGNETIC: N = NO MAGNETIC MATERIAL
 LM0707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LM0707
 LM0707  HISTORY     - Date     Condition        Report By
 LM0707  HISTORY     - 1987     MONUMENTED       CODH
 LM0707
 LM0707                          STATION DESCRIPTION
 LM0707
 LM0707'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1987
 LM0707'19.25 MI (30.98 KM) NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LM0707'OFFICE AT KREMMLING AT MILEPOST 164.405, 65 FT (19.81 M) NORTHWEST OF
 LM0707'THE CENTER LINE OF THE HIGHWAY, NEAR THE NORTHWEST CORNER OF THE
 LM0707'HEADWALL ON A 15X8X124 FOOT BOX CULVERT OVER THE BIG MUDDY CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0206 ***********************************************************************
 LM0206  DESIGNATION -  K 297
 LM0206  PID         -  LM0206
 LM0206  STATE/COUNTY-  CO/GRAND
 LM0206  USGS QUAD   -  JUNCTION BUTTE (1980)
 LM0206
 LM0206                         *CURRENT SURVEY CONTROL
 LM0206  ___________________________________________________________________
 LM0206* NAD 83(1986)-  40 03 19.     (N)    106 22 16.     (W)     SCALED    
 LM0206* NAVD 88     -      2256.660  (meters)    7403.73   (feet)  ADJUSTED  
 LM0206  ___________________________________________________________________
 LM0206  GEOID HEIGHT-         -12.77  (meters)                     GEOID03
 LM0206  DYNAMIC HT  -        2254.247 (meters)    7395.81  (feet)  COMP
 LM0206  MODELED GRAV-     979,475.7   (mgal)                       NAVD 88
 LM0206
 LM0206  VERT ORDER  -  SECOND    CLASS 0
 LM0206
 LM0206.This mark is at Mc Elroy Airfield Airport (20V)
 LM0206
 LM0206.The horizontal coordinates were scaled from a topographic map and have
 LM0206.an estimated accuracy of +/- 6 seconds.
 LM0206
 LM0206.The orthometric height was determined by differential leveling
 LM0206.and adjusted by the National Geodetic Survey in June 1991..
 LM0206
 LM0206.The geoid height was determined by GEOID03.
 LM0206
 LM0206.The dynamic height is computed by dividing the NAVD 88
 LM0206.geopotential number by the normal gravity value computed on the
 LM0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0206.degrees latitude (g = 980.6199 gals.).
 LM0206
 LM0206.The modeled gravity was interpolated from observed gravity values.
 LM0206
 LM0206;                    North         East    Units  Estimated Accuracy
 LM0206;SPC CO N     -   385,320.      840,080.      MT  (+/- 180 meters Scaled)
 LM0206
 LM0206                          SUPERSEDED SURVEY CONTROL
 LM0206
 LM0206  NGVD 29 (??/??/92) 2255.344  (m)         7399.41   (f) ADJ UNCH    2 0
 LM0206
 LM0206.Superseded values are not recommended for survey control.
 LM0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0206.See file dsdata.txt to determine how the superseded data were derived.
 LM0206
 LM0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE830347(NAD 83)
 LM0206_MARKER: DB = BENCH MARK DISK
 LM0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0206_STAMPING: K 297 1951
 LM0206_MARK LOGO: CGS   
 LM0206_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LM0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0206+STABILITY: SURFACE MOTION
 LM0206
 LM0206  HISTORY     - Date     Condition        Report By
 LM0206  HISTORY     - 1951     MONUMENTED       CGS
 LM0206  HISTORY     - 19980303 GOOD             NGS
 LM0206
 LM0206                          STATION DESCRIPTION
 LM0206
 LM0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LM0206'1.3 MI E FROM KREMMLING.
 LM0206'1.2 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LM0206'KREMMLING, THENCE 0.1 MILE SOUTHEAST, AT THE MC ELORY AIR FIELD, 4
 LM0206'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HANGAR, SET IN THE TOP OF
 LM0206'A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LM0206
 LM0206                          STATION RECOVERY (1998)
 LM0206
 LM0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 LM0206'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0041 ***********************************************************************
 KL0041  DESIGNATION -  K 298
 KL0041  PID         -  KL0041
 KL0041  STATE/COUNTY-  CO/SUMMIT
 KL0041  USGS QUAD   -  DILLON (1987)
 KL0041
 KL0041                         *CURRENT SURVEY CONTROL
 KL0041  ___________________________________________________________________
 KL0041* NAD 83(1992)-  39 40 44.69391(N)    106 05 49.79708(W)     ADJUSTED  
 KL0041* NAVD 88     -      2620.435  (meters)    8597.21   (feet)  ADJUSTED  
 KL0041  ___________________________________________________________________
 KL0041  X           -  -1,363,472.748 (meters)                     COMP
 KL0041  Y           -  -4,724,739.298 (meters)                     COMP
 KL0041  Z           -   4,052,290.932 (meters)                     COMP
 KL0041  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 KL0041  ELLIP HEIGHT-        2607.89  (meters)          (10/27/04) GPS OBS
 KL0041  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 KL0041  DYNAMIC HT  -        2617.251 (meters)    8586.76  (feet)  COMP
 KL0041  MODELED GRAV-     979,317.5   (mgal)                       NAVD 88
 KL0041
 KL0041  HORZ ORDER  -  FIRST
 KL0041  VERT ORDER  -  FIRST     CLASS II
 KL0041  ELLP ORDER  -  FOURTH    CLASS II
 KL0041
 KL0041.The horizontal coordinates were established by GPS observations
 KL0041.and adjusted by the MOUNTAIN SURVEYING in October 2004..
 KL0041
 KL0041.The orthometric height was determined by differential leveling
 KL0041.and adjusted by the National Geodetic Survey in June 1991..
 KL0041
 KL0041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KL0041
 KL0041.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0041
 KL0041.The ellipsoidal height was determined by GPS observations
 KL0041.and is referenced to NAD 83.
 KL0041
 KL0041.The geoid height was determined by GEOID03.
 KL0041
 KL0041.The dynamic height is computed by dividing the NAVD 88
 KL0041.geopotential number by the normal gravity value computed on the
 KL0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0041.degrees latitude (g = 980.6199 gals.).
 KL0041
 KL0041.The modeled gravity was interpolated from observed gravity values.
 KL0041
 KL0041;                    North         East     Units Scale Factor Converg.
 KL0041;SPC CO C     -   509,866.427   863,170.664   MT  0.99998674   -0 22 35.9
 KL0041;SPC CO C     - 1,672,786.77  2,831,919.09   sFT  0.99998674   -0 22 35.9
 KL0041;UTM  13      - 4,392,714.653   405,908.229   MT  0.99970900   -0 42 02.1
 KL0041
 KL0041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0041!SPC CO C     -   0.99959103  x   0.99998674  =   0.99957778
 KL0041!UTM  13      -   0.99959103  x   0.99970900  =   0.99930015
 KL0041
 KL0041                          SUPERSEDED SURVEY CONTROL
 KL0041
 KL0041  NAVD 88 (10/27/04) 2620.43   (m)         8597.2    (f) LEVELING    3  
 KL0041  NGVD 29 (??/??/92) 2618.845  (m)         8591.99   (f) ADJ UNCH    2 0
 KL0041
 KL0041.Superseded values are not recommended for survey control.
 KL0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0041.See file dsdata.txt to determine how the superseded data were derived.
 KL0041
 KL0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD0590892715(NAD 83)
 KL0041_MARKER: DB = BENCH MARK DISK
 KL0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0041_STAMPING: K 298 1951
 KL0041_MARK LOGO: CGS   
 KL0041_PROJECTION: PROJECTING 2 CENTIMETERS
 KL0041_MAGNETIC: N = NO MAGNETIC MATERIAL
 KL0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0041+STABILITY: SURFACE MOTION
 KL0041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KL0041+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 KL0041
 KL0041  HISTORY     - Date     Condition        Report By
 KL0041  HISTORY     - 1951     MONUMENTED       CGS
 KL0041  HISTORY     - 1970     GOOD             USGS
 KL0041  HISTORY     - 1984     GOOD             NGS
 KL0041  HISTORY     - 19930908 GOOD             CODOT
 KL0041  HISTORY     - 20011018 GOOD             NGS
 KL0041  HISTORY     - 20030910 GOOD             NGS
 KL0041  HISTORY     - 20040130 GOOD             MSAM
 KL0041
 KL0041                          STATION DESCRIPTION
 KL0041
 KL0041'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KL0041'4.9 MI N FROM DILLON.
 KL0041'4.9 MI N ALONG STATE HWY. 9 FROM JCT OF U.S. HWY 6 AND STATE HWY. 9
 KL0041'NEAR DILLON 190 FT. SE OF A T LANE TO FIELD AND 2 FT LOWER.  38 FT. NE
 KL0041'OF CENTER OF HWY.  A DISK SET IN TOP OF CONCRETE POST STAMPED K 298
 KL0041'1951.
 KL0041
 KL0041                          STATION RECOVERY (1984)
 KL0041
 KL0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KL0041'ADD: 0.6 M (2 FT) SOUTHEAST FROM A WITNESS POST. DELETE: AND 190 FEET
 KL0041'SOUTHEAST OF THE INTERSECTING CENTERLINES OF THE HIGHWAY AND GRAVEL
 KL0041'TURN OFF TO SOUTH-SOUTHWEST
 KL0041
 KL0041                          STATION RECOVERY (1993)
 KL0041
 KL0041'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1993 (KW)
 KL0041'RECOVERED AS DESCRIBED.
 KL0041
 KL0041                          STATION RECOVERY (2001)
 KL0041
 KL0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 KL0041'THE STATION IS LOCATED ABOUT 3.85 MI WEST-SOUTHWEST OF PTARMIGAN
 KL0041'MOUNTAIN, 2.2 MI
 KL0041'NORTH-NORTHWEST OF WHERE WILLOW CREEK JOINS THE BLUE RIVER AND 3.85 MI
 KL0041'NORTH-NORTHWEST OF SILVERTHORNE, IN THE NORTHWEST 1/4 OF SECTION 26,
 KL0041'T4 S, R 78 W, AT
 KL0041'STATE HIGHWAY 9 MILEPOST 105.56. OWNERSHIP--COLORADO DEPT. OF
 KL0041'TRANSPORTATION
 KL0041'RIGHT-OF-WAY.
 KL0041' 
 KL0041'TO REACH THE STATION FROM INTERSTATE 70 EXIT 205, SILVERTHORNE-DILLON
 KL0041'EXIT, GO NORTH
 KL0041'ON STATE HIGHWAY 9 FOR 3.85 MI TO THE STATION ON THE RIGHT NEAR A DIRT
 KL0041'TURNOUT FOR
 KL0041'STATE HIGHWAY 9.
 KL0041' 
 KL0041'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 KL0041'POST PROJECTING
 KL0041'2 CM ABOVE THE GROUND. IT IS 12.1 M EAST-NORTHEAST FROM THE CENTER
 KL0041'LINE OF STATE
 KL0041'HIGHWAY 9, 5.7 M WEST FROM THE WESTERN MOST POLE OF A DOUBLE POWER
 KL0041'LINE POLE NUMBER
 KL0041'20/5, 1.1 M WEST FROM A RAIL FENCE CORNER, 0.9 M NORTH-NORTHWEST FROM
 KL0041'A WOOD 4-INCH BY
 KL0041'4-INCH WITNESS POST, 0.45 M SOUTH-SOUTHEAST FROM A CARSONITE WITNESS
 KL0041'POST AND ABOUT 0.6
 KL0041'M BELOW THE HIGHWAY.
 KL0041' 
 KL0041'
 KL0041
 KL0041                          STATION RECOVERY (2003)
 KL0041
 KL0041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 KL0041'RECOVERED IN GOOD CONDITION.
 KL0041
 KL0041                          STATION RECOVERY (2004)
 KL0041
 KL0041'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (KCH)
 KL0041'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2004 (BAJ)
 KL0041'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0146 ***********************************************************************
 KL0146  DESIGNATION -  K 299
 KL0146  PID         -  KL0146
 KL0146  STATE/COUNTY-  CO/SUMMIT
 KL0146  USGS QUAD   -  FRISCO (1987)
 KL0146
 KL0146                         *CURRENT SURVEY CONTROL
 KL0146  ___________________________________________________________________
 KL0146* NAD 83(1986)-  39 30 33.     (N)    106 02 52.     (W)     SCALED    
 KL0146* NAVD 88     -      2867.933  (meters)    9409.21   (feet)  ADJUSTED  
 KL0146  ___________________________________________________________________
 KL0146  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 KL0146  DYNAMIC HT  -        2864.252 (meters)    9397.13  (feet)  COMP
 KL0146  MODELED GRAV-     979,239.9   (mgal)                       NAVD 88
 KL0146
 KL0146  VERT ORDER  -  FIRST     CLASS II
 KL0146
 KL0146.The horizontal coordinates were scaled from a topographic map and have
 KL0146.an estimated accuracy of +/- 6 seconds.
 KL0146
 KL0146.The orthometric height was determined by differential leveling
 KL0146.and adjusted by the National Geodetic Survey in June 1991..
 KL0146
 KL0146.The geoid height was determined by GEOID03.
 KL0146
 KL0146.The dynamic height is computed by dividing the NAVD 88
 KL0146.geopotential number by the normal gravity value computed on the
 KL0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0146.degrees latitude (g = 980.6199 gals.).
 KL0146
 KL0146.The modeled gravity was interpolated from observed gravity values.
 KL0146
 KL0146;                    North         East    Units  Estimated Accuracy
 KL0146;SPC CO C     -   490,980.      867,290.      MT  (+/- 180 meters Scaled)
 KL0146
 KL0146                          SUPERSEDED SURVEY CONTROL
 KL0146
 KL0146  NGVD 29 (??/??/92) 2866.186  (m)         9403.48   (f) ADJ UNCH    1 2
 KL0146
 KL0146.Superseded values are not recommended for survey control.
 KL0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0146.See file dsdata.txt to determine how the superseded data were derived.
 KL0146
 KL0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD099738(NAD 83)
 KL0146_MARKER: DB = BENCH MARK DISK
 KL0146_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KL0146_SP_SET: CULVERT
 KL0146_STAMPING: K 299 1951
 KL0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0146
 KL0146  HISTORY     - Date     Condition        Report By
 KL0146  HISTORY     - 1951     MONUMENTED       CGS
 KL0146  HISTORY     - 1964     MARK NOT FOUND   NGS
 KL0146  HISTORY     - 19971005 MARK NOT FOUND   USPSQD
 KL0146  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 KL0146
 KL0146                          STATION DESCRIPTION
 KL0146
 KL0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0146'1.8 MI N FROM BRECKENRIDGE.
 KL0146'1.8 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE COUNTY COURTHOUSE AT
 KL0146'BRECKENRIDGE, 13.6 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 0.35
 KL0146'MILE NORTH OF A WOODEN BRIDGE, SET ON THE TOP OF THE CENTER OF THE
 KL0146'EAST HEADWALL OF A 3X7 FOOT CONCRETE CULVERT.
 KL0146
 KL0146                          STATION RECOVERY (1964)
 KL0146
 KL0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 KL0146'MARK NOT FOUND.
 KL0146
 KL0146                          STATION RECOVERY (1997)
 KL0146
 KL0146'RECOVERY NOTE BY US POWER SQUADRON 1997
 KL0146'MARK NOT FOUND.
 KL0146
 KL0146                          STATION RECOVERY (2005)
 KL0146
 KL0146'RECOVERY NOTE BY US POWER SQUADRON 2005 (EDS)
 KL0146'DESCRIBED CULVERT DOES NOT EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0175 ***********************************************************************
 JK0175  DESIGNATION -  K 3
 JK0175  PID         -  JK0175
 JK0175  STATE/COUNTY-  CO/EL PASO
 JK0175  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK0175
 JK0175                         *CURRENT SURVEY CONTROL
 JK0175  ___________________________________________________________________
 JK0175* NAD 83(1986)-  38 48 28.     (N)    104 47 34.     (W)     SCALED    
 JK0175* NAVD 88     -      1787.942  (meters)    5865.94   (feet)  ADJUSTED  
 JK0175  ___________________________________________________________________
 JK0175  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 JK0175  DYNAMIC HT  -        1786.005 (meters)    5859.58  (feet)  COMP
 JK0175  MODELED GRAV-     979,481.6   (mgal)                       NAVD 88
 JK0175
 JK0175  VERT ORDER  -  FIRST     CLASS II
 JK0175
 JK0175.The horizontal coordinates were scaled from a topographic map and have
 JK0175.an estimated accuracy of +/- 6 seconds.
 JK0175
 JK0175.The orthometric height was determined by differential leveling
 JK0175.and adjusted by the National Geodetic Survey in June 1991..
 JK0175
 JK0175.The geoid height was determined by GEOID03.
 JK0175
 JK0175.The dynamic height is computed by dividing the NAVD 88
 JK0175.geopotential number by the normal gravity value computed on the
 JK0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0175.degrees latitude (g = 980.6199 gals.).
 JK0175
 JK0175.The modeled gravity was interpolated from observed gravity values.
 JK0175
 JK0175;                    North         East    Units  Estimated Accuracy
 JK0175;SPC CO C     -   413,210.      975,830.      MT  (+/- 180 meters Scaled)
 JK0175
 JK0175                          SUPERSEDED SURVEY CONTROL
 JK0175
 JK0175  NGVD 29 (??/??/92) 1786.898  (m)         5862.51   (f) ADJ UNCH    1 2
 JK0175
 JK0175.Superseded values are not recommended for survey control.
 JK0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0175.See file dsdata.txt to determine how the superseded data were derived.
 JK0175
 JK0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC179954(NAD 83)
 JK0175_MARKER: DB = BENCH MARK DISK
 JK0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0175_STAMPING: K 3 1925 ELEV 5862.826 FT
 JK0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0175+STABILITY: SURFACE MOTION
 JK0175
 JK0175  HISTORY     - Date     Condition        Report By
 JK0175  HISTORY     - 1925     MONUMENTED       CGS
 JK0175  HISTORY     - 1953     GOOD             NGS
 JK0175  HISTORY     - 1983     MARK NOT FOUND   NGS
 JK0175  HISTORY     - 19970805 MARK NOT FOUND   USPSQD
 JK0175  HISTORY     - 20020119 MARK NOT FOUND   USPSQD
 JK0175
 JK0175                          STATION DESCRIPTION
 JK0175
 JK0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0175'3 MI SE FROM COLORADO SPRINGS.
 JK0175'3.0 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0175'FROM THE STATION AT COLORADO SPRINGS, 232 FEET SOUTHEAST OF MILEPOST
 JK0175'78, 66.5 FEET EAST OF THE CENTER OF A GRAVELED ROAD CROSSING, 23
 JK0175'FEET NORTHEAST OF THE NORTHEAST RAIL, 0.5 FOOT SOUTHWEST OF A FENCE,
 JK0175'2 FEET NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 JK0175'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 JK0175
 JK0175                          STATION RECOVERY (1983)
 JK0175
 JK0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JK0175'MARK NOT FOUND.
 JK0175
 JK0175                          STATION RECOVERY (1997)
 JK0175
 JK0175'RECOVERY NOTE BY US POWER SQUADRON 1997
 JK0175'MARK NOT FOUND.
 JK0175
 JK0175                          STATION RECOVERY (2002)
 JK0175
 JK0175'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 JK0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1114 ***********************************************************************
 KK1114  DESIGNATION -  K 300
 KK1114  PID         -  KK1114
 KK1114  STATE/COUNTY-  CO/SUMMIT
 KK1114  USGS QUAD   -  GRAYS PEAK (1987)
 KK1114
 KK1114                         *CURRENT SURVEY CONTROL
 KK1114  ___________________________________________________________________
 KK1114* NAD 83(1986)-  39 39 15.     (N)    105 52 30.     (W)     SCALED    
 KK1114* NAVD 88     -      3563.476  (meters)   11691.17   (feet)  ADJUSTED  
 KK1114  ___________________________________________________________________
 KK1114  GEOID HEIGHT-         -12.34  (meters)                     GEOID03
 KK1114  DYNAMIC HT  -        3558.670 (meters)   11675.40  (feet)  COMP
 KK1114  MODELED GRAV-     979,146.1   (mgal)                       NAVD 88
 KK1114
 KK1114  VERT ORDER  -  SECOND    CLASS 0
 KK1114
 KK1114.The horizontal coordinates were scaled from a topographic map and have
 KK1114.an estimated accuracy of +/- 6 seconds.
 KK1114
 KK1114.The orthometric height was determined by differential leveling
 KK1114.and adjusted by the National Geodetic Survey in June 1991..
 KK1114
 KK1114.The geoid height was determined by GEOID03.
 KK1114
 KK1114.The dynamic height is computed by dividing the NAVD 88
 KK1114.geopotential number by the normal gravity value computed on the
 KK1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1114.degrees latitude (g = 980.6199 gals.).
 KK1114
 KK1114.The modeled gravity was interpolated from observed gravity values.
 KK1114
 KK1114;                    North         East    Units  Estimated Accuracy
 KK1114;SPC CO C     -   507,000.      882,220.      MT  (+/- 180 meters Scaled)
 KK1114
 KK1114                          SUPERSEDED SURVEY CONTROL
 KK1114
 KK1114  NGVD 29 (??/??/92) 3561.588  (m)        11684.98   (f) ADJ UNCH    2 0
 KK1114
 KK1114.Superseded values are not recommended for survey control.
 KK1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1114.See file dsdata.txt to determine how the superseded data were derived.
 KK1114
 KK1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD249897(NAD 83)
 KK1114_MARKER: DB = BENCH MARK DISK
 KK1114_SETTING: 66 = SET IN ROCK OUTCROP
 KK1114_SP_SET: OUTCROP
 KK1114_STAMPING: K 300 1951
 KK1114_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1114+STABILITY: POSITION/ELEVATION WELL
 KK1114
 KK1114  HISTORY     - Date     Condition        Report By
 KK1114  HISTORY     - 1951     MONUMENTED       CGS
 KK1114  HISTORY     - 20030723 GOOD             INDIV
 KK1114
 KK1114                          STATION DESCRIPTION
 KK1114
 KK1114'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK1114'14.2 MI E FROM DILLON.
 KK1114'14.15 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE PUBLIC SCHOOL AT
 KK1114'DILLON, 74 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 46 FEET
 KK1114'WEST OF A SWITCHBACK SIGN, 15 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 KK1114'15 FEET SOUTH OF A VERY SMALL STREAM WHICH FLOWS UNDER THE
 KK1114'HIGHWAY, SET IN THE TOP OF A ROCK OUTCROP.
 KK1114
 KK1114                          STATION RECOVERY (2003)
 KK1114
 KK1114'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MSJ)
 KK1114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1049 ***********************************************************************
 KK1049  DESIGNATION -  K 301
 KK1049  PID         -  KK1049
 KK1049  STATE/COUNTY-  CO/CLEAR CREEK
 KK1049  USGS QUAD   -  GEORGETOWN (1974)
 KK1049
 KK1049                         *CURRENT SURVEY CONTROL
 KK1049  ___________________________________________________________________
 KK1049* NAD 83(1986)-  39 44 34.     (N)    105 41 01.     (W)     SCALED    
 KK1049* NAVD 88     -      2545.533  (meters)    8351.47   (feet)  ADJUSTED  
 KK1049  ___________________________________________________________________
 KK1049  GEOID HEIGHT-         -12.46  (meters)                     GEOID03
 KK1049  DYNAMIC HT  -        2542.550 (meters)    8341.68  (feet)  COMP
 KK1049  MODELED GRAV-     979,362.8   (mgal)                       NAVD 88
 KK1049
 KK1049  VERT ORDER  -  FIRST     CLASS II
 KK1049
 KK1049.The horizontal coordinates were scaled from a topographic map and have
 KK1049.an estimated accuracy of +/- 6 seconds.
 KK1049
 KK1049.The orthometric height was determined by differential leveling
 KK1049.and adjusted by the National Geodetic Survey in June 1991..
 KK1049
 KK1049.The geoid height was determined by GEOID03.
 KK1049
 KK1049.The dynamic height is computed by dividing the NAVD 88
 KK1049.geopotential number by the normal gravity value computed on the
 KK1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1049.degrees latitude (g = 980.6199 gals.).
 KK1049
 KK1049.The modeled gravity was interpolated from observed gravity values.
 KK1049
 KK1049;                    North         East    Units  Estimated Accuracy
 KK1049;SPC CO C     -   516,790.      898,660.      MT  (+/- 180 meters Scaled)
 KK1049
 KK1049                          SUPERSEDED SURVEY CONTROL
 KK1049
 KK1049  NGVD 29 (??/??/92) 2544.050  (m)         8346.60   (f) ADJ UNCH    1 2
 KK1049
 KK1049.Superseded values are not recommended for survey control.
 KK1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1049.See file dsdata.txt to determine how the superseded data were derived.
 KK1049
 KK1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD414994(NAD 83)
 KK1049_MARKER: DB = BENCH MARK DISK
 KK1049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK1049_SP_SET: CULVERT
 KK1049_STAMPING: K 301 1951
 KK1049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1049
 KK1049  HISTORY     - Date     Condition        Report By
 KK1049  HISTORY     - 1951     MONUMENTED       CGS
 KK1049  HISTORY     - 1954     GOOD             NGS
 KK1049
 KK1049                          STATION DESCRIPTION
 KK1049
 KK1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1049'2.6 MI N FROM GEORGETOWN.
 KK1049'0.35 MILE NORTH ALONG ROSE STREET FROM THE POST OFFICE AT
 KK1049'GEORGETOWN, THENCE 2.3 MILES NORTH ALONG U.S. HIGHWAY 6, 0.7 MILE
 KK1049'NORTH OF THE NORTH END OF THE WHITE RESERVOIR, 298 FEET SOUTHWEST
 KK1049'OF THE EXTENDED CENTER LINE OF A DRIVEWAY LEADING SOUTHEAST,
 KK1049'17 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 KK1049'TOP OF THE NORTHEAST END OF THE NORTHWEST HEADWALL OF A CONCRETE
 KK1049'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0117 ***********************************************************************
 KL0117  DESIGNATION -  K 302
 KL0117  PID         -  KL0117
 KL0117  STATE/COUNTY-  CO/PARK
 KL0117  USGS QUAD   -  FAIRPLAY WEST (1960)
 KL0117
 KL0117                         *CURRENT SURVEY CONTROL
 KL0117  ___________________________________________________________________
 KL0117* NAD 83(1986)-  39 14 38.     (N)    106 02 11.     (W)     SCALED    
 KL0117* NAVD 88     -      3092.552  (meters)   10146.15   (feet)  ADJUSTED  
 KL0117  ___________________________________________________________________
 KL0117  GEOID HEIGHT-         -13.01  (meters)                     GEOID03
 KL0117  DYNAMIC HT  -        3088.464 (meters)   10132.74  (feet)  COMP
 KL0117  MODELED GRAV-     979,192.7   (mgal)                       NAVD 88
 KL0117
 KL0117  VERT ORDER  -  FIRST     CLASS II
 KL0117
 KL0117.The horizontal coordinates were scaled from a topographic map and have
 KL0117.an estimated accuracy of +/- 6 seconds.
 KL0117
 KL0117.The orthometric height was determined by differential leveling
 KL0117.and adjusted by the National Geodetic Survey in June 1991..
 KL0117
 KL0117.The geoid height was determined by GEOID03.
 KL0117
 KL0117.The dynamic height is computed by dividing the NAVD 88
 KL0117.geopotential number by the normal gravity value computed on the
 KL0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0117.degrees latitude (g = 980.6199 gals.).
 KL0117
 KL0117.The modeled gravity was interpolated from observed gravity values.
 KL0117
 KL0117;                    North         East    Units  Estimated Accuracy
 KL0117;SPC CO C     -   461,520.      868,100.      MT  (+/- 180 meters Scaled)
 KL0117
 KL0117                          SUPERSEDED SURVEY CONTROL
 KL0117
 KL0117  NGVD 29 (??/??/92) 3090.792  (m)        10140.37   (f) ADJ UNCH    1 2
 KL0117
 KL0117.Superseded values are not recommended for survey control.
 KL0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0117.See file dsdata.txt to determine how the superseded data were derived.
 KL0117
 KL0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD105443(NAD 83)
 KL0117_MARKER: DB = BENCH MARK DISK
 KL0117_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KL0117_SP_SET: CULVERT
 KL0117_STAMPING: K 302 1951
 KL0117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0117
 KL0117  HISTORY     - Date     Condition        Report By
 KL0117  HISTORY     - 1951     MONUMENTED       CGS
 KL0117  HISTORY     - 1959     GOOD             NGS
 KL0117
 KL0117                          STATION DESCRIPTION
 KL0117
 KL0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0117'3.15 MI SE FROM ALMA.
 KL0117'3.15 MILES SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 KL0117'ALMA, 0.3 MILE SOUTHEAST OF A TRACK ROAD CROSSING, 340 FEET SOUTHEAST
 KL0117'OF A PRIVATE ROAD LEADING NORTHEAST, 22 FEET NORTHEAST OF THE CENTER
 KL0117'LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF THE
 KL0117'NORTHEAST HEADWALL OF A 4X6 FOOT CONCRETE CULVERT.
 KL0117
 KL0117                          STATION RECOVERY (1959)
 KL0117
 KL0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KL0117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0858 ***********************************************************************
 KK0858  DESIGNATION -  K 303
 KK0858  PID         -  KK0858
 KK0858  STATE/COUNTY-  CO/PARK
 KK0858  USGS QUAD   -  MILLIGAN LAKES (1957)
 KK0858
 KK0858                         *CURRENT SURVEY CONTROL
 KK0858  ___________________________________________________________________
 KK0858* NAD 83(1986)-  39 21 53.     (N)    105 48 50.     (W)     SCALED    
 KK0858* NAVD 88     -      2887.206  (meters)    9472.44   (feet)  ADJUSTED  
 KK0858  ___________________________________________________________________
 KK0858  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 KK0858  DYNAMIC HT  -        2883.515 (meters)    9460.33  (feet)  COMP
 KK0858  MODELED GRAV-     979,243.7   (mgal)                       NAVD 88
 KK0858
 KK0858  VERT ORDER  -  FIRST     CLASS II
 KK0858
 KK0858.The horizontal coordinates were scaled from a topographic map and have
 KK0858.an estimated accuracy of +/- 6 seconds.
 KK0858
 KK0858.The orthometric height was determined by differential leveling
 KK0858.and adjusted by the National Geodetic Survey in June 1991..
 KK0858
 KK0858.The geoid height was determined by GEOID03.
 KK0858
 KK0858.The dynamic height is computed by dividing the NAVD 88
 KK0858.geopotential number by the normal gravity value computed on the
 KK0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0858.degrees latitude (g = 980.6199 gals.).
 KK0858
 KK0858.The modeled gravity was interpolated from observed gravity values.
 KK0858
 KK0858;                    North         East    Units  Estimated Accuracy
 KK0858;SPC CO C     -   474,840.      887,350.      MT  (+/- 180 meters Scaled)
 KK0858
 KK0858                          SUPERSEDED SURVEY CONTROL
 KK0858
 KK0858  NGVD 29 (??/??/92) 2885.541  (m)         9466.98   (f) ADJ UNCH    1 2
 KK0858
 KK0858.Superseded values are not recommended for survey control.
 KK0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0858.See file dsdata.txt to determine how the superseded data were derived.
 KK0858
 KK0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD298575(NAD 83)
 KK0858_MARKER: DB = BENCH MARK DISK
 KK0858_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0858_SP_SET: BRIDGE
 KK0858_STAMPING: K 303 1951
 KK0858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0858
 KK0858  HISTORY     - Date     Condition        Report By
 KK0858  HISTORY     - 1951     MONUMENTED       CGS
 KK0858
 KK0858                          STATION DESCRIPTION
 KK0858
 KK0858'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0858'1.2 MI SW FROM JEFFERSON.
 KK0858'1.15 MILES SOUTHWEST ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE
 KK0858'AT JEFFERSON, 141 YARDS NORTHEAST OF THE CENTER LINE OF A PRIVATE
 KK0858'TRACK ROAD LEADING NORTHWEST INTO A PASTURE, 19 FEET NORTHWEST
 KK0858'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHWEST
 KK0858'END OF THE NORTHWEST HEADWALL OF A 7X11 FOOT CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1069 ***********************************************************************
 KK1069  DESIGNATION -  K 304
 KK1069  PID         -  KK1069
 KK1069  STATE/COUNTY-  CO/CLEAR CREEK
 KK1069  USGS QUAD   -  GEORGETOWN (1974)
 KK1069
 KK1069                         *CURRENT SURVEY CONTROL
 KK1069  ___________________________________________________________________
 KK1069* NAD 83(1986)-  39 37 40.     (N)    105 42 46.     (W)     SCALED    
 KK1069* NAVD 88     -      3205.078  (meters)   10515.33   (feet)  ADJUSTED  
 KK1069  ___________________________________________________________________
 KK1069  GEOID HEIGHT-         -12.24  (meters)                     GEOID03
 KK1069  DYNAMIC HT  -        3200.974 (meters)   10501.86  (feet)  COMP
 KK1069  MODELED GRAV-     979,228.5   (mgal)                       NAVD 88
 KK1069
 KK1069  VERT ORDER  -  FIRST     CLASS II
 KK1069
 KK1069.The horizontal coordinates were scaled from a topographic map and have
 KK1069.an estimated accuracy of +/- 6 seconds.
 KK1069
 KK1069.The orthometric height was determined by differential leveling
 KK1069.and adjusted by the National Geodetic Survey in June 1991..
 KK1069
 KK1069.The geoid height was determined by GEOID03.
 KK1069
 KK1069.The dynamic height is computed by dividing the NAVD 88
 KK1069.geopotential number by the normal gravity value computed on the
 KK1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1069.degrees latitude (g = 980.6199 gals.).
 KK1069
 KK1069.The modeled gravity was interpolated from observed gravity values.
 KK1069
 KK1069;                    North         East    Units  Estimated Accuracy
 KK1069;SPC CO C     -   504,020.      896,130.      MT  (+/- 180 meters Scaled)
 KK1069
 KK1069                          SUPERSEDED SURVEY CONTROL
 KK1069
 KK1069  NGVD 29 (??/??/92) 3203.379  (m)        10509.75   (f) ADJ UNCH    1 2
 KK1069
 KK1069.Superseded values are not recommended for survey control.
 KK1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1069.See file dsdata.txt to determine how the superseded data were derived.
 KK1069
 KK1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD388866(NAD 83)
 KK1069_MARKER: DB = BENCH MARK DISK
 KK1069_SETTING: 80 = SET IN A BOULDER
 KK1069_STAMPING: K 304 1951
 KK1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1069+STABILITY: SURFACE MOTION
 KK1069
 KK1069  HISTORY     - Date     Condition        Report By
 KK1069  HISTORY     - 1951     MONUMENTED       CGS
 KK1069  HISTORY     - 1954     GOOD             NGS
 KK1069
 KK1069                          STATION DESCRIPTION
 KK1069
 KK1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK1069'7.2 MI S FROM GEORGETOWN.
 KK1069'7.15 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE POST
 KK1069'OFFICE AT GEORGETOWN, ON THE EAST SLOPE OF A ROCKY HILL, 34 FEET
 KK1069'EAST OF THE EAST EDGE OF A GROVE OF ASPEN TREES, 39 FEET WEST OF
 KK1069'THE CENTER LINE OF THE ROAD, 15 FEET ABOVE THE LEVEL OF THE ROAD,
 KK1069'3.6 FEET ABOVE THE GROUND, SET IN THE TOP OF A 4X10 FOOT GRANITE
 KK1069'BOULDER.
 KK1069
 KK1069                          STATION RECOVERY (1954)
 KK1069
 KK1069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 KK1069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0574 ***********************************************************************
 KK0574  DESIGNATION -  K 305
 KK0574  PID         -  KK0574
 KK0574  STATE/COUNTY-  CO/DOUGLAS
 KK0574  USGS QUAD   -  LITTLETON (1994)
 KK0574
 KK0574                         *CURRENT SURVEY CONTROL
 KK0574  ___________________________________________________________________
 KK0574* NAD 83(1986)-  39 30 25.     (N)    105 03 16.     (W)     SCALED    
 KK0574* NAVD 88     -      1702.009  (meters)    5584.01   (feet)  POSTED    
 KK0574  ___________________________________________________________________
 KK0574  GEOID HEIGHT-         -16.26  (meters)                     GEOID03
 KK0574  DYNAMIC HT  -        1700.300 (meters)    5578.40  (feet)  COMP
 KK0574  MODELED GRAV-     979,563.1   (mgal)                       NAVD 88
 KK0574
 KK0574  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 KK0574
 KK0574.The horizontal coordinates were scaled from a topographic map and have
 KK0574.an estimated accuracy of +/- 6 seconds.
 KK0574
 KK0574.The orthometric height was determined by differential leveling
 KK0574.and adjusted by the National Geodetic Survey in 1992..
 KK0574.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 KK0574.rate of 4.1 thru 8.0 mm/km.
 KK0574
 KK0574.The geoid height was determined by GEOID03.
 KK0574
 KK0574.The dynamic height is computed by dividing the NAVD 88
 KK0574.geopotential number by the normal gravity value computed on the
 KK0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0574.degrees latitude (g = 980.6199 gals.).
 KK0574
 KK0574.The modeled gravity was interpolated from observed gravity values.
 KK0574
 KK0574;                    North         East    Units  Estimated Accuracy
 KK0574;SPC CO C     -   490,680.      952,720.      MT  (+/- 180 meters Scaled)
 KK0574
 KK0574                          SUPERSEDED SURVEY CONTROL
 KK0574
 KK0574  NGVD 29 (??/??/92) 1701.008  (m)         5580.72   (f) ADJ UNCH    1 2
 KK0574
 KK0574.Superseded values are not recommended for survey control.
 KK0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0574.See file dsdata.txt to determine how the superseded data were derived.
 KK0574
 KK0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD953730(NAD 83)
 KK0574_MARKER: DB = BENCH MARK DISK
 KK0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0574_STAMPING: K 305 1951
 KK0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0574+STABILITY: SURFACE MOTION
 KK0574
 KK0574  HISTORY     - Date     Condition        Report By
 KK0574  HISTORY     - 1951     MONUMENTED       CGS
 KK0574  HISTORY     - 1955     GOOD             NGS
 KK0574  HISTORY     - 1982     MARK NOT FOUND   NGS
 KK0574  HISTORY     - 1984     MARK NOT FOUND   NGS
 KK0574
 KK0574                          STATION DESCRIPTION
 KK0574
 KK0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0574'3.8 MI NE FROM KASSLER.
 KK0574'0.45 MILE SOUTHEAST ALONG A GRAVELED ROAD FROM THE MAIN OFFICE
 KK0574'OF THE KASSLER FILTER PLANT AT KASSLER, THENCE 0.9 MILE EAST
 KK0574'ALONG A GRAVELED ROAD, THENCE 1.4 MILES NORTH ALONG A GRAVELED
 KK0574'ROAD, THENCE 1.0 MILE EAST ALONG A GRAVELED ROAD, AT A ROAD
 KK0574'INTERSECTION, 42 FEET EAST OF THE CENTER LINE OF A NORTH AND
 KK0574'SOUTH GRAVELED ROAD, 27 FEET SOUTH OF THE CENTER LINE OF AN
 KK0574'EAST AND WEST GRAVELED ROAD, 17 FEET EAST OF A FENCE CORNER,
 KK0574'1.6 FEET NORTH OF A FENCE, 1 FOOT EAST OF A WITNESS POST, SET IN THE
 KK0574'TOP OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 KK0574
 KK0574                          STATION RECOVERY (1955)
 KK0574
 KK0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0574'RECOVERED IN GOOD CONDITION.
 KK0574
 KK0574                          STATION RECOVERY (1982)
 KK0574
 KK0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0574'MARK NOT FOUND.
 KK0574
 KK0574                          STATION RECOVERY (1984)
 KK0574
 KK0574'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK0574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0708 ***********************************************************************
 KK0708  DESIGNATION -  K 306
 KK0708  PID         -  KK0708
 KK0708  STATE/COUNTY-  CO/JEFFERSON
 KK0708  USGS QUAD   -  PINE (1994)
 KK0708
 KK0708                         *CURRENT SURVEY CONTROL
 KK0708  ___________________________________________________________________
 KK0708* NAD 83(1986)-  39 24 09.     (N)    105 15 42.     (W)     SCALED    
 KK0708* NAVD 88     -      2003.982  (meters)    6574.73   (feet)  ADJUSTED  
 KK0708  ___________________________________________________________________
 KK0708  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 KK0708  DYNAMIC HT  -        2001.868 (meters)    6567.80  (feet)  COMP
 KK0708  MODELED GRAV-     979,500.7   (mgal)                       NAVD 88
 KK0708
 KK0708  VERT ORDER  -  FIRST     CLASS II
 KK0708
 KK0708.The horizontal coordinates were scaled from a topographic map and have
 KK0708.an estimated accuracy of +/- 6 seconds.
 KK0708
 KK0708.The orthometric height was determined by differential leveling
 KK0708.and adjusted by the National Geodetic Survey in June 1991..
 KK0708
 KK0708.The geoid height was determined by GEOID03.
 KK0708
 KK0708.The dynamic height is computed by dividing the NAVD 88
 KK0708.geopotential number by the normal gravity value computed on the
 KK0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0708.degrees latitude (g = 980.6199 gals.).
 KK0708
 KK0708.The modeled gravity was interpolated from observed gravity values.
 KK0708
 KK0708;                    North         East    Units  Estimated Accuracy
 KK0708;SPC CO C     -   479,020.      934,930.      MT  (+/- 180 meters Scaled)
 KK0708
 KK0708                          SUPERSEDED SURVEY CONTROL
 KK0708
 KK0708  NGVD 29 (??/??/92) 2002.864  (m)         6571.06   (f) ADJ UNCH    1 2
 KK0708
 KK0708.Superseded values are not recommended for survey control.
 KK0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0708.See file dsdata.txt to determine how the superseded data were derived.
 KK0708
 KK0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD774614(NAD 83)
 KK0708_MARKER: DB = BENCH MARK DISK
 KK0708_SETTING: 80 = SET IN A BOULDER
 KK0708_SP_SET: BOULDER
 KK0708_STAMPING: K 306 1951
 KK0708_MARK LOGO: CGS   
 KK0708_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0708+STABILITY: SURFACE MOTION
 KK0708
 KK0708  HISTORY     - Date     Condition        Report By
 KK0708  HISTORY     - 1951     MONUMENTED       CGS
 KK0708  HISTORY     - 1955     GOOD             NGS
 KK0708  HISTORY     - 19890927 POOR             NGS
 KK0708
 KK0708                          STATION DESCRIPTION
 KK0708
 KK0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0708'1.1 MI NE FROM BUFFALO CREEK.
 KK0708'1.1 MILES NORTHEAST ALONG THE ABANDONED COLORADO AND SOUTHERN
 KK0708'RAILROAD GRADE FROM THE POST OFFICE AT BUFFALO CREEK, 0.1 MILE
 KK0708'SOUTHWEST OF THE NORTHWEST ENTRANCE TO THE H.B. NADORFF HOME, 48
 KK0708'FEET SOUTHEAST OF THE CENTER LINE OF THE OLD RAILROAD GRADE, 7 FEET
 KK0708'BELOW THE LEVEL OF THE RAILROAD GRADE, SET IN THE TOP OF A 35X65
 KK0708'GRANITE BOULDER.
 KK0708
 KK0708                          STATION RECOVERY (1955)
 KK0708
 KK0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0708'RECOVERED IN GOOD CONDITION.
 KK0708
 KK0708                          STATION RECOVERY (1989)
 KK0708
 KK0708'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KK0708'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0547 ***********************************************************************
 KK0547  DESIGNATION -  K 307
 KK0547  PID         -  KK0547
 KK0547  STATE/COUNTY-  CO/DOUGLAS
 KK0547  USGS QUAD   -  LITTLETON (1994)
 KK0547
 KK0547                         *CURRENT SURVEY CONTROL
 KK0547  ___________________________________________________________________
 KK0547* NAD 83(1986)-  39 30 58.     (N)    105 01 31.     (W)     SCALED    
 KK0547* NAVD 88     -      1689.354  (meters)    5542.49   (feet)  ADJUSTED  
 KK0547  ___________________________________________________________________
 KK0547  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 KK0547  DYNAMIC HT  -        1687.664 (meters)    5536.94  (feet)  COMP
 KK0547  MODELED GRAV-     979,566.9   (mgal)                       NAVD 88
 KK0547
 KK0547  VERT ORDER  -  FIRST     CLASS II
 KK0547
 KK0547.The horizontal coordinates were scaled from a topographic map and have
 KK0547.an estimated accuracy of +/- 6 seconds.
 KK0547
 KK0547.The orthometric height was determined by differential leveling
 KK0547.and adjusted by the National Geodetic Survey in June 1991..
 KK0547
 KK0547.The geoid height was determined by GEOID03.
 KK0547
 KK0547.The dynamic height is computed by dividing the NAVD 88
 KK0547.geopotential number by the normal gravity value computed on the
 KK0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0547.degrees latitude (g = 980.6199 gals.).
 KK0547
 KK0547.The modeled gravity was interpolated from observed gravity values.
 KK0547
 KK0547;                    North         East    Units  Estimated Accuracy
 KK0547;SPC CO C     -   491,710.      955,220.      MT  (+/- 180 meters Scaled)
 KK0547
 KK0547                          SUPERSEDED SURVEY CONTROL
 KK0547
 KK0547  NGVD 29 (??/??/??) 1688.418  (m)         5539.42   (f) ADJUSTED    1 2
 KK0547
 KK0547.Superseded values are not recommended for survey control.
 KK0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0547.See file dsdata.txt to determine how the superseded data were derived.
 KK0547
 KK0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD978740(NAD 83)
 KK0547_MARKER: DB = BENCH MARK DISK
 KK0547_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KK0547_STAMPING: K 307 1951
 KK0547_MARK LOGO: CGS   
 KK0547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0547
 KK0547  HISTORY     - Date     Condition        Report By
 KK0547  HISTORY     - 1951     MONUMENTED       CGS
 KK0547  HISTORY     - 1955     GOOD             NGS
 KK0547  HISTORY     - 1982     GOOD             NGS
 KK0547  HISTORY     - 1983     GOOD             NGS
 KK0547  HISTORY     - 20000913 GOOD             MSAM
 KK0547
 KK0547                          STATION DESCRIPTION
 KK0547
 KK0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0547'7.2 MI S FROM LITTLETON.
 KK0547'7.2 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN
 KK0547'RAILROAD FROM THE STATION AT LITTLETON, 0.5 MILE SOUTH OF A ROAD
 KK0547'CROSSING, 0.2 MILE SOUTH OF THE ABANDONED STATION AT ACEQUIA, AT A
 KK0547'CONCRETE AND WOODEN RAILROAD TRESTLE, 5.6 FEET NORTHEAST OF THE
 KK0547'NORTHEAST RAIL, LEVEL WITH THE RAILROAD, SET IN THE TOP OF A
 KK0547'23 FOOT CONCRETE RETAINING WALL, 3 FEET NORTHWEST OF THE SOUTHEAST
 KK0547'END OF THE RETAINING WALL.
 KK0547
 KK0547                          STATION RECOVERY (1955)
 KK0547
 KK0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0547'RECOVERED IN GOOD CONDITION.
 KK0547
 KK0547                          STATION RECOVERY (1982)
 KK0547
 KK0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0547'NEW DESC: 11.6 KM (7.2 MI) SOUTH ALONG THE DENVER AND RIO GRANDE
 KK0547'WESTERN RAILROAD FROM THE RTO TRANSIT CENTER IN LITTETON, 1.0 KM (0.6
 KK0547'MI) SOUTH OF A ROAD CROSSING, 0.7 KM (0.45 MI) SOUTH OF THE STATION
 KK0547'SIGN AT ACEQUIA, AT A CONCRETE AND WOOD RAILROAD TRESTLE, 1.7 M (5.6
 KK0547'FT) NORTHEAST OF THE NORTHEAST RAIL, SET IN THE TOP OF THE NORTHEAST
 KK0547'END OF THE BRIDGE IN A 7.0 M (23 FT) CONCRETE RETAINING WALL AND 0.9
 KK0547'M (3 FT) NORTHWEST OF THE SOUTHEAST END OF THE RETAINING WALL.
 KK0547
 KK0547                          STATION RECOVERY (1983)
 KK0547
 KK0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0547'RECOVERED IN GOOD CONDITION.
 KK0547
 KK0547                          STATION RECOVERY (2000)
 KK0547
 KK0547'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2000 (RB)
 KK0547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0508 ***********************************************************************
 LL0508  DESIGNATION -  K 308
 LL0508  PID         -  LL0508
 LL0508  STATE/COUNTY-  CO/LARIMER
 LL0508  USGS QUAD   -  ROUND BUTTE (1975)
 LL0508
 LL0508                         *CURRENT SURVEY CONTROL
 LL0508  ___________________________________________________________________
 LL0508* NAD 83(1986)-  40 53 30.     (N)    105 02 20.     (W)     SCALED    
 LL0508* NAVD 88     -      1770.032  (meters)    5807.18   (feet)  ADJUSTED  
 LL0508  ___________________________________________________________________
 LL0508  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 LL0508  DYNAMIC HT  -        1768.501 (meters)    5802.16  (feet)  COMP
 LL0508  MODELED GRAV-     979,696.8   (mgal)                       NAVD 88
 LL0508
 LL0508  VERT ORDER  -  SECOND    CLASS 0
 LL0508
 LL0508.The horizontal coordinates were scaled from a topographic map and have
 LL0508.an estimated accuracy of +/- 6 seconds.
 LL0508
 LL0508.The orthometric height was determined by differential leveling
 LL0508.and adjusted by the National Geodetic Survey in June 1991..
 LL0508
 LL0508.The geoid height was determined by GEOID03.
 LL0508
 LL0508.The dynamic height is computed by dividing the NAVD 88
 LL0508.geopotential number by the normal gravity value computed on the
 LL0508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0508.degrees latitude (g = 980.6199 gals.).
 LL0508
 LL0508.The modeled gravity was interpolated from observed gravity values.
 LL0508
 LL0508;                    North         East    Units  Estimated Accuracy
 LL0508;SPC CO N     -   477,930.      953,260.      MT  (+/- 180 meters Scaled)
 LL0508
 LL0508                          SUPERSEDED SURVEY CONTROL
 LL0508
 LL0508  NGVD 29 (??/??/92) 1769.022  (m)         5803.87   (f) ADJ UNCH    2 0
 LL0508
 LL0508.Superseded values are not recommended for survey control.
 LL0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0508.See file dsdata.txt to determine how the superseded data were derived.
 LL0508
 LL0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF967267(NAD 83)
 LL0508_MARKER: DB = BENCH MARK DISK
 LL0508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0508_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0508_STAMPING: K 308 1952
 LL0508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0508+STABILITY: SURFACE MOTION
 LL0508
 LL0508  HISTORY     - Date     Condition        Report By
 LL0508  HISTORY     - 1952     MONUMENTED       CGS
 LL0508
 LL0508                          STATION DESCRIPTION
 LL0508
 LL0508'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0508'10.4 MI SW FROM CARR.
 LL0508'2.2 MILES WEST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 LL0508'RAILROAD STATION AT CARR, THENCE 0.5 MILE NORTH ALONG A GRAVELED
 LL0508'ROAD, THENCE 0.75 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.85
 LL0508'MILE NORTHWEST ALONG A GRAVLED ROAD, THENCE 2.45 MILES WEST ALONG
 LL0508'A GRAVELED ROAD, THENCE 0.6 MILE NORTHWEST ALONG A DIRT ROAD, THENCE
 LL0508'1.25 MILES SOUTHWEST ALONG A TRACK ROAD, THENCE 0.55 MILE SOUTH
 LL0508'ALONG A TRACK ROAD, THENCE 1.25 MILES SOUTHWEST ALONG A TRACK ROAD,
 LL0508'138.5 FEET EAST OF THE NORTHEAST CORNER OF AN ABANDONED CONCRETE
 LL0508'HOUSE, 60 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD LEADING
 LL0508'WEST, 41 FEET SOUTH OF A GATE POST, 38 FEET WEST OF THE CENTER LINE
 LL0508'OF A TRACK ROAD LEADING SOUTH, 73 FEET SOUTHEAST OF THE CENTER OF
 LL0508'AN OLD WELL, 2.8 FEET NORTH OF A WITNESS POST, 2.7 FEET WEST OF A
 LL0508'FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 LL0508'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0365 ***********************************************************************
 LL0365  DESIGNATION -  K 309
 LL0365  PID         -  LL0365
 LL0365  STATE/COUNTY-  CO/WELD
 LL0365  USGS QUAD   -  CHALK BLUFFS SW (1972)
 LL0365
 LL0365                         *CURRENT SURVEY CONTROL
 LL0365  ___________________________________________________________________
 LL0365* NAD 83(1986)-  40 52 11.     (N)    104 37 38.     (W)     SCALED    
 LL0365* NAVD 88     -      1678.474  (meters)    5506.79   (feet)  ADJUSTED  
 LL0365  ___________________________________________________________________
 LL0365  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 LL0365  DYNAMIC HT  -        1677.055 (meters)    5502.14  (feet)  COMP
 LL0365  MODELED GRAV-     979,719.6   (mgal)                       NAVD 88
 LL0365
 LL0365  VERT ORDER  -  SECOND    CLASS 0
 LL0365
 LL0365.The horizontal coordinates were scaled from a topographic map and have
 LL0365.an estimated accuracy of +/- 6 seconds.
 LL0365
 LL0365.The orthometric height was determined by differential leveling
 LL0365.and adjusted by the National Geodetic Survey in June 1991..
 LL0365
 LL0365.The geoid height was determined by GEOID03.
 LL0365
 LL0365.The dynamic height is computed by dividing the NAVD 88
 LL0365.geopotential number by the normal gravity value computed on the
 LL0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0365.degrees latitude (g = 980.6199 gals.).
 LL0365
 LL0365.The modeled gravity was interpolated from observed gravity values.
 LL0365
 LL0365;                    North         East    Units  Estimated Accuracy
 LL0365;SPC CO N     -   475,760.      987,980.      MT  (+/- 180 meters Scaled)
 LL0365
 LL0365                          SUPERSEDED SURVEY CONTROL
 LL0365
 LL0365  NGVD 29 (??/??/92) 1677.538  (m)         5503.72   (f) ADJ UNCH    2 0
 LL0365
 LL0365.Superseded values are not recommended for survey control.
 LL0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0365.See file dsdata.txt to determine how the superseded data were derived.
 LL0365
 LL0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF314243(NAD 83)
 LL0365_MARKER: DB = BENCH MARK DISK
 LL0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0365_STAMPING: K 309 1952
 LL0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0365+STABILITY: SURFACE MOTION
 LL0365
 LL0365  HISTORY     - Date     Condition        Report By
 LL0365  HISTORY     - 1952     MONUMENTED       CGS
 LL0365
 LL0365                          STATION DESCRIPTION
 LL0365
 LL0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0365'15 MI SE FROM CARR.
 LL0365'4.25 MILES EAST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 LL0365'RAILROAD STATION AT CARR, THENCE 2.0 MILES SOUTH ALONG U.S.
 LL0365'HIGHWAY 85, THENCE 8.75 MILES EAST ALONG A GRAVELED ROAD, ON TOP
 LL0365'OF A HILL, 91 FEET NORTH OF THE CENTER LINE OF THE ROAD, 3.1 FEET
 LL0365'SOUTH OF A FENCE, 3.6 FEET EAST OF A WITNESS POST, SET IN THE TOP
 LL0365'OF A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0022 ***********************************************************************
 LL0022  DESIGNATION -  K 310
 LL0022  PID         -  LL0022
 LL0022  STATE/COUNTY-  CO/WELD
 LL0022  USGS QUAD   -  GROVER SOUTH (1972)
 LL0022
 LL0022                         *CURRENT SURVEY CONTROL
 LL0022  ___________________________________________________________________
 LL0022* NAD 83(1986)-  40 52 15.     (N)    104 12 06.     (W)     SCALED    
 LL0022* NAVD 88     -      1545.519  (meters)    5070.59   (feet)  ADJUSTED  
 LL0022  ___________________________________________________________________
 LL0022  GEOID HEIGHT-         -18.21  (meters)                     GEOID03
 LL0022  DYNAMIC HT  -        1544.269 (meters)    5066.49  (feet)  COMP
 LL0022  MODELED GRAV-     979,761.3   (mgal)                       NAVD 88
 LL0022
 LL0022  VERT ORDER  -  SECOND    CLASS 0
 LL0022
 LL0022.The horizontal coordinates were scaled from a topographic map and have
 LL0022.an estimated accuracy of +/- 6 seconds.
 LL0022
 LL0022.The orthometric height was determined by differential leveling
 LL0022.and adjusted by the National Geodetic Survey in June 1991..
 LL0022
 LL0022.The geoid height was determined by GEOID03.
 LL0022
 LL0022.The dynamic height is computed by dividing the NAVD 88
 LL0022.geopotential number by the normal gravity value computed on the
 LL0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0022.degrees latitude (g = 980.6199 gals.).
 LL0022
 LL0022.The modeled gravity was interpolated from observed gravity values.
 LL0022
 LL0022;                    North         East    Units  Estimated Accuracy
 LL0022;SPC CO N     -   476,320.    1,023,850.      MT  (+/- 180 meters Scaled)
 LL0022
 LL0022                          SUPERSEDED SURVEY CONTROL
 LL0022
 LL0022  NGVD 29 (??/??/92) 1544.701  (m)         5067.91   (f) ADJ UNCH    2 0
 LL0022
 LL0022.Superseded values are not recommended for survey control.
 LL0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0022.See file dsdata.txt to determine how the superseded data were derived.
 LL0022
 LL0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF672247(NAD 83)
 LL0022_MARKER: DB = BENCH MARK DISK
 LL0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0022_STAMPING: K 310 1952
 LL0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0022+STABILITY: SURFACE MOTION
 LL0022
 LL0022  HISTORY     - Date     Condition        Report By
 LL0022  HISTORY     - 1952     MONUMENTED       CGS
 LL0022  HISTORY     - 1960     GOOD             NGS
 LL0022
 LL0022                          STATION DESCRIPTION
 LL0022
 LL0022'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0022'1.5 MI E FROM GROVER.
 LL0022'0.3 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LL0022'RAILROAD FROM THE STATION AT GROVER, THENCE 1.2 MILES EAST ALONG A
 LL0022'GRADED DIRT ROAD, 286 FEET WEST OF THE CENTER OF THE ENTRANCE TO A
 LL0022'PASTURE, 38 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 16.6 FEET
 LL0022'SOUTH OF A POWER POLE, 5 FEET SOUTH OF A FENCE, 2.7 FEET WEST OF
 LL0022'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3
 LL0022'FOOT ABOVE THE GROUND.
 LL0022
 LL0022                          STATION RECOVERY (1960)
 LL0022
 LL0022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 LL0022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0557 ***********************************************************************
 LL0557  DESIGNATION -  K 311 RESET
 LL0557  PID         -  LL0557
 LL0557  STATE/COUNTY-  CO/LARIMER
 LL0557  USGS QUAD   -  VIRGINIA DALE (1967)
 LL0557
 LL0557                         *CURRENT SURVEY CONTROL
 LL0557  ___________________________________________________________________
 LL0557* NAD 83(1986)-  40 58 45.     (N)    105 15 07.     (W)     SCALED    
 LL0557* NAVD 88     -      2249.360  (meters)    7379.78   (feet)  ADJUSTED  
 LL0557  ___________________________________________________________________
 LL0557  GEOID HEIGHT-         -13.51  (meters)                     GEOID03
 LL0557  DYNAMIC HT  -        2247.299 (meters)    7373.01  (feet)  COMP
 LL0557  MODELED GRAV-     979,625.8   (mgal)                       NAVD 88
 LL0557
 LL0557  VERT ORDER  -  SECOND    CLASS 0
 LL0557
 LL0557.The horizontal coordinates were scaled from a topographic map and have
 LL0557.an estimated accuracy of +/- 6 seconds.
 LL0557
 LL0557.The orthometric height was determined by differential leveling
 LL0557.and adjusted by the National Geodetic Survey in June 1991..
 LL0557
 LL0557.The geoid height was determined by GEOID03.
 LL0557
 LL0557.The dynamic height is computed by dividing the NAVD 88
 LL0557.geopotential number by the normal gravity value computed on the
 LL0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0557.degrees latitude (g = 980.6199 gals.).
 LL0557
 LL0557.The modeled gravity was interpolated from observed gravity values.
 LL0557
 LL0557;                    North         East    Units  Estimated Accuracy
 LL0557;SPC CO N     -   487,580.      935,280.      MT  (+/- 180 meters Scaled)
 LL0557
 LL0557                          SUPERSEDED SURVEY CONTROL
 LL0557
 LL0557  NGVD 29 (??/??/92) 2248.246  (m)         7376.12   (f) ADJ UNCH    2 0
 LL0557
 LL0557.Superseded values are not recommended for survey control.
 LL0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0557.See file dsdata.txt to determine how the superseded data were derived.
 LL0557
 LL0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF788364(NAD 83)
 LL0557_MARKER: DB = BENCH MARK DISK
 LL0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0557_STAMPING: K 311 1952 RESET 1952
 LL0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0557+STABILITY: SURFACE MOTION
 LL0557
 LL0557  HISTORY     - Date     Condition        Report By
 LL0557  HISTORY     - 1952     MONUMENTED       CGS
 LL0557
 LL0557                          STATION DESCRIPTION
 LL0557
 LL0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0557'11.4 MI S FROM GRANITE CANYON.
 LL0557'0.7 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LL0557'AT GRANITE CANYON, THENCE 10.7 MILES SOUTH ALONG A WINDING
 LL0557'GRAVELED ROAD, 130 FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD
 LL0557'97.8 FEET EAST OF A FENCE, 30.7 FEET NORTH OF THE CENTER LINE
 LL0557'OF A PRIVATE ROAD LEADING EAST, 2.5 FEET SOUTH OF A FENCE LEADING
 LL0557'EAST, 4.4 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 LL0557'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.  THIS
 LL0557'MARK WAS SET TO TAKE THE PLACE OF BENCH MARK K 311 WHICH WAS
 LL0557'OBSTRUCTING THE ENTRANCE TO A RANCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0313 ***********************************************************************
 LK0313  DESIGNATION -  K 312
 LK0313  PID         -  LK0313
 LK0313  STATE/COUNTY-  CO/WELD
 LK0313  USGS QUAD   -  RAYMER NW (1977)
 LK0313
 LK0313                         *CURRENT SURVEY CONTROL
 LK0313  ___________________________________________________________________
 LK0313* NAD 83(1986)-  40 37 37.     (N)    103 59 36.     (W)     SCALED    
 LK0313* NAVD 88     -      1499.542  (meters)    4919.75   (feet)  ADJUSTED  
 LK0313  ___________________________________________________________________
 LK0313  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 LK0313  DYNAMIC HT  -        1498.322 (meters)    4915.74  (feet)  COMP
 LK0313  MODELED GRAV-     979,758.8   (mgal)                       NAVD 88
 LK0313
 LK0313  VERT ORDER  -  SECOND    CLASS 0
 LK0313
 LK0313.The horizontal coordinates were scaled from a topographic map and have
 LK0313.an estimated accuracy of +/- 6 seconds.
 LK0313
 LK0313.The orthometric height was determined by differential leveling
 LK0313.and adjusted by the National Geodetic Survey in June 1991..
 LK0313
 LK0313.The geoid height was determined by GEOID03.
 LK0313
 LK0313.The dynamic height is computed by dividing the NAVD 88
 LK0313.geopotential number by the normal gravity value computed on the
 LK0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0313.degrees latitude (g = 980.6199 gals.).
 LK0313
 LK0313.The modeled gravity was interpolated from observed gravity values.
 LK0313
 LK0313;                    North         East    Units  Estimated Accuracy
 LK0313;SPC CO N     -   449,520.    1,041,870.      MT  (+/- 180 meters Scaled)
 LK0313
 LK0313                          SUPERSEDED SURVEY CONTROL
 LK0313
 LK0313  NGVD 29 (??/??/92) 1498.804  (m)         4917.33   (f) ADJ UNCH    2 0
 LK0313
 LK0313.Superseded values are not recommended for survey control.
 LK0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0313.See file dsdata.txt to determine how the superseded data were derived.
 LK0313
 LK0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE851978(NAD 83)
 LK0313_MARKER: DB = BENCH MARK DISK
 LK0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0313_STAMPING: K 312 1952
 LK0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0313+STABILITY: SURFACE MOTION
 LK0313
 LK0313  HISTORY     - Date     Condition        Report By
 LK0313  HISTORY     - 1952     MONUMENTED       CGS
 LK0313
 LK0313                          STATION DESCRIPTION
 LK0313
 LK0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LK0313'0.9 MI NW FROM BUCKINGHAM.
 LK0313'0.9 MILE NORTHWEST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 LK0313'BUCKINGHAM, 0.1 MILE NORTHWEST OF A ROAD INTERSECTION, 82 FEET NORTH
 LK0313'OF THE CENTERLINE OF THE HIGHWAY, 58.7 FEET SOUTH OF THE SOUTH RAIL
 LK0313'OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD, 3.2 FEET WEST OF A
 LK0313'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LK0313'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0234 ***********************************************************************
 LL0234  DESIGNATION -  K 314
 LL0234  PID         -  LL0234
 LL0234  STATE/COUNTY-  CO/WELD
 LL0234  USGS QUAD   -  GREELEY (1980)
 LL0234
 LL0234                         *CURRENT SURVEY CONTROL
 LL0234  ___________________________________________________________________
 LL0234* NAD 83(1986)-  40 25 30.     (N)    104 38 07.     (W)     SCALED    
 LL0234* NAVD 88     -      1416.003  (meters)    4645.67   (feet)  ADJUSTED  
 LL0234  ___________________________________________________________________
 LL0234  GEOID HEIGHT-         -18.35  (meters)                     GEOID03
 LL0234  DYNAMIC HT  -        1414.801 (meters)    4641.73  (feet)  COMP
 LL0234  MODELED GRAV-     979,727.6   (mgal)                       NAVD 88
 LL0234
 LL0234  VERT ORDER  -  FIRST     CLASS II
 LL0234
 LL0234.The horizontal coordinates were scaled from a topographic map and have
 LL0234.an estimated accuracy of +/- 6 seconds.
 LL0234
 LL0234.The orthometric height was determined by differential leveling
 LL0234.and adjusted by the National Geodetic Survey in June 1991..
 LL0234
 LL0234.The geoid height was determined by GEOID03.
 LL0234
 LL0234.The dynamic height is computed by dividing the NAVD 88
 LL0234.geopotential number by the normal gravity value computed on the
 LL0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0234.degrees latitude (g = 980.6199 gals.).
 LL0234
 LL0234.The modeled gravity was interpolated from observed gravity values.
 LL0234
 LL0234;                    North         East    Units  Estimated Accuracy
 LL0234;SPC CO N     -   426,370.      987,780.      MT  (+/- 180 meters Scaled)
 LL0234
 LL0234                          SUPERSEDED SURVEY CONTROL
 LL0234
 LL0234  NGVD 29 (??/??/92) 1415.124  (m)         4642.79   (f) ADJ UNCH    1 2
 LL0234
 LL0234.Superseded values are not recommended for survey control.
 LL0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0234.See file dsdata.txt to determine how the superseded data were derived.
 LL0234
 LL0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE309749(NAD 83)
 LL0234_MARKER: DB = BENCH MARK DISK
 LL0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0234_STAMPING: K 314 1956
 LL0234_MARK LOGO: CGS   
 LL0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0234+STABILITY: SURFACE MOTION
 LL0234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LL0234+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2001
 LL0234
 LL0234  HISTORY     - Date     Condition        Report By
 LL0234  HISTORY     - 1956     MONUMENTED       CGS
 LL0234  HISTORY     - 1983     GOOD             NGS
 LL0234  HISTORY     - 19881120 MARK NOT FOUND   CODH
 LL0234  HISTORY     - 20010531 GOOD             INDIV
 LL0234
 LL0234                          STATION DESCRIPTION
 LL0234
 LL0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 LL0234'2.9 MI E FROM GREELEY.
 LL0234'2.6 MILES EAST ALONG STATE HIGHWAY 263 FROM THE UNION PACIFIC
 LL0234'RAILROAD STATION AT GREELEY, THENCE 0.3 MILE NORTHEAST ALONG AN
 LL0234'OILED ROAD, AT THE C.F. CROSIER AIRPORT, 95.8 FEET EAST OF A
 LL0234'FENCE, 5 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE SOUTH HANGAR,
 LL0234'1.2 FEET SOUTH OF THE SOUTH WALL OF THE HANGAR, SET IN THE TOP OF
 LL0234'A CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND, IN
 LL0234'SECTION 2, TOWNSHIP 5 NORTH, RANGE 65 WEST.
 LL0234
 LL0234                          STATION RECOVERY (1983)
 LL0234
 LL0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0234'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.
 LL0234
 LL0234                          STATION RECOVERY (1988)
 LL0234
 LL0234'RECOVERY NOTE BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1988
 LL0234'MARK NOT FOUND.
 LL0234
 LL0234                          STATION RECOVERY (2001)
 LL0234
 LL0234'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (PG)
 LL0234'LOCATED IN FENCED AREA FOR BEEGLES AIRCRAFT SALVAGE YARD, THE MARK IS
 LL0234'LOCATED NEAR THE SOUTHWEST CORNER OF HANGAR NO. 6 (ADDRESS IS 655
 LL0234'CROSIER AVE.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0021 ***********************************************************************
 LM0021  DESIGNATION -  K 316
 LM0021  PID         -  LM0021
 LM0021  STATE/COUNTY-  CO/JACKSON
 LM0021  USGS QUAD   -  COWDREY (1956)
 LM0021
 LM0021                         *CURRENT SURVEY CONTROL
 LM0021  ___________________________________________________________________
 LM0021* NAD 83(1986)-  40 51 42.     (N)    106 19 37.     (W)     SCALED    
 LM0021* NAVD 88     -      2411.328  (meters)    7911.17   (feet)  ADJUSTED  
 LM0021  ___________________________________________________________________
 LM0021  GEOID HEIGHT-         -11.66  (meters)                     GEOID03
 LM0021  DYNAMIC HT  -        2408.874 (meters)    7903.11  (feet)  COMP
 LM0021  MODELED GRAV-     979,519.8   (mgal)                       NAVD 88
 LM0021
 LM0021  VERT ORDER  -  FIRST     CLASS II
 LM0021
 LM0021.The horizontal coordinates were scaled from a topographic map and have
 LM0021.an estimated accuracy of +/- 6 seconds.
 LM0021
 LM0021.The orthometric height was determined by differential leveling
 LM0021.and adjusted by the National Geodetic Survey in June 1991..
 LM0021
 LM0021.The geoid height was determined by GEOID03.
 LM0021
 LM0021.The dynamic height is computed by dividing the NAVD 88
 LM0021.geopotential number by the normal gravity value computed on the
 LM0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0021.degrees latitude (g = 980.6199 gals.).
 LM0021
 LM0021.The modeled gravity was interpolated from observed gravity values.
 LM0021
 LM0021;                    North         East    Units  Estimated Accuracy
 LM0021;SPC CO N     -   474,830.      844,680.      MT  (+/- 180 meters Scaled)
 LM0021
 LM0021                          SUPERSEDED SURVEY CONTROL
 LM0021
 LM0021  NGVD 29 (??/??/92) 2409.987  (m)         7906.77   (f) ADJ UNCH    1 2
 LM0021
 LM0021.Superseded values are not recommended for survey control.
 LM0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0021.See file dsdata.txt to determine how the superseded data were derived.
 LM0021
 LM0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF881242(NAD 83)
 LM0021_MARKER: DB = BENCH MARK DISK
 LM0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0021_STAMPING: K 316 1956
 LM0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0021+STABILITY: SURFACE MOTION
 LM0021
 LM0021  HISTORY     - Date     Condition        Report By
 LM0021  HISTORY     - 1956     MONUMENTED       CGS
 LM0021
 LM0021                          STATION DESCRIPTION
 LM0021
 LM0021'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 LM0021'8.8 MI S FROM KINGS CANYON.
 LM0021'8.8 MILES SOUTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 LM0021'RAILROAD FROM THE STATION SIGN AT KINGS CANYON, 207 FEET SOUTH OF THE
 LM0021'CENTER OF THE CROSSING OF COUNTY ROAD 6, 34 FEET WEST OF THE WEST RAIL
 LM0021'OF THE MAIN TRACK, 13 FEET EAST OF A FENCE, 5.5 FEET EAST OF THE 2ND
 LM0021'POLE SOUTH OF THE ROAD CROSSING, 5 FEET EAST OF A WITNESS POST, SET IN
 LM0021'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND,
 LM0021'IN SECTION 12, TOWNSHIP 10 NORTH, RANGE 80 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0263 ***********************************************************************
 HK0263  DESIGNATION -  K 32
 HK0263  PID         -  HK0263
 HK0263  STATE/COUNTY-  CO/CONEJOS
 HK0263  USGS QUAD   -  MANASSA (1982)
 HK0263
 HK0263                         *CURRENT SURVEY CONTROL
 HK0263  ___________________________________________________________________
 HK0263* NAD 83(1986)-  37 08 15.     (N)    105 59 50.     (W)     SCALED    
 HK0263* NAVD 88     -      2379.548  (meters)    7806.90   (feet)  ADJUSTED  
 HK0263  ___________________________________________________________________
 HK0263  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 HK0263  DYNAMIC HT  -        2376.372 (meters)    7796.48  (feet)  COMP
 HK0263  MODELED GRAV-     979,210.1   (mgal)                       NAVD 88
 HK0263
 HK0263  VERT ORDER  -  FIRST     CLASS II
 HK0263
 HK0263.The horizontal coordinates were scaled from a topographic map and have
 HK0263.an estimated accuracy of +/- 6 seconds.
 HK0263
 HK0263.The orthometric height was determined by differential leveling
 HK0263.and adjusted by the National Geodetic Survey in June 1991..
 HK0263
 HK0263.The geoid height was determined by GEOID03.
 HK0263
 HK0263.The dynamic height is computed by dividing the NAVD 88
 HK0263.geopotential number by the normal gravity value computed on the
 HK0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0263.degrees latitude (g = 980.6199 gals.).
 HK0263
 HK0263.The modeled gravity was interpolated from observed gravity values.
 HK0263
 HK0263;                    North         East    Units  Estimated Accuracy
 HK0263;SPC CO S     -   357,170.      870,220.      MT  (+/- 180 meters Scaled)
 HK0263
 HK0263                          SUPERSEDED SURVEY CONTROL
 HK0263
 HK0263  NGVD 29 (??/??/92) 2378.283  (m)         7802.75   (f) ADJ UNCH    1 2
 HK0263
 HK0263.Superseded values are not recommended for survey control.
 HK0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0263.See file dsdata.txt to determine how the superseded data were derived.
 HK0263
 HK0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB114105(NAD 83)
 HK0263_MARKER: DB = BENCH MARK DISK
 HK0263_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 HK0263_STAMPING: K 32 1933
 HK0263_MARK LOGO: CGS   
 HK0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0263+STABILITY: SURFACE MOTION
 HK0263
 HK0263  HISTORY     - Date     Condition        Report By
 HK0263  HISTORY     - 1933     MONUMENTED       CGS
 HK0263  HISTORY     - 1934     GOOD             NGS
 HK0263  HISTORY     - 1984     GOOD             NGS
 HK0263
 HK0263                          STATION DESCRIPTION
 HK0263
 HK0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HK0263'4.4 MI N FROM ANTONITO.
 HK0263'ABOUT 4.4 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN
 HK0263'RAILROAD FROM ANTONITO, CONEJOS COUNTY, ABOUT 2.6 MILES SOUTH OF
 HK0263'ROMEO, ABOUT 4 POLES NORTH OF MILEPOST 276, OPPOSITE CULVERT 275.87,
 HK0263'NORTH OF A CROSS ROAD, ABOUT 60 FEET WEST OF THE CENTER LINE OF THE
 HK0263'TRACK, AT A 4- BY 6-FOOT BOX HIGHWAY CULVERT, AND IN THE TOP OF THE
 HK0263'NORTH END OF THE EAST HEAD WALL.  A STANDARD DISK, STAMPED 7802.750
 HK0263'K 32 1933.
 HK0263
 HK0263                          STATION RECOVERY (1984)
 HK0263
 HK0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0263'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  6.9 KM
 HK0263'(4.3 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE IN
 HK0263'ANTONITO, 0.2 KM (0.1 MI) NORTHEAST OF RAILROAD MILEPOST 276, IN THE
 HK0263'NORTH END OF THE EAST CONCRETE HEADWALL OF A 4 BY 6 FOOT BOX CULVERT,
 HK0263'9.8 M (32.2 FT) NORTH OF THE CENTER OF A GRAVELED ROAD, AND 8.6 M
 HK0263'(28.2 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 HK0263'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0673 ***********************************************************************
 LL0673  DESIGNATION -  K 320
 LL0673  PID         -  LL0673
 LL0673  STATE/COUNTY-  CO/BOULDER
 LL0673  USGS QUAD   -  HYGIENE (1979)
 LL0673
 LL0673                         *CURRENT SURVEY CONTROL
 LL0673  ___________________________________________________________________
 LL0673* NAD 83(1986)-  40 10 21.     (N)    105 09 15.     (W)     SCALED    
 LL0673* NAVD 88     -      1533.099  (meters)    5029.84   (feet)  POSTED    
 LL0673  ___________________________________________________________________
 LL0673  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 LL0673  DYNAMIC HT  -        1531.690 (meters)    5025.22  (feet)  COMP
 LL0673  MODELED GRAV-     979,654.1   (mgal)                       NAVD 88
 LL0673
 LL0673  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LL0673
 LL0673.The horizontal coordinates were scaled from a topographic map and have
 LL0673.an estimated accuracy of +/- 6 seconds.
 LL0673
 LL0673.The orthometric height was determined by differential leveling
 LL0673.and adjusted by the National Geodetic Survey in 1992..
 LL0673.No vertical observational check was made to the station.
 LL0673.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LL0673.was located on a no-check spur therefore a value was not computed.
 LL0673
 LL0673.The geoid height was determined by GEOID03.
 LL0673
 LL0673.The dynamic height is computed by dividing the NAVD 88
 LL0673.geopotential number by the normal gravity value computed on the
 LL0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0673.degrees latitude (g = 980.6199 gals.).
 LL0673
 LL0673.The modeled gravity was interpolated from observed gravity values.
 LL0673
 LL0673;                    North         East    Units  Estimated Accuracy
 LL0673;SPC CO N     -   398,030.      943,860.      MT  (+/- 180 meters Scaled)
 LL0673
 LL0673                          SUPERSEDED SURVEY CONTROL
 LL0673
 LL0673  NGVD 29 (??/??/92) 1532.101  (m)         5026.57   (f) ADJ UNCH    2 0
 LL0673
 LL0673.Superseded values are not recommended for survey control.
 LL0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0673.See file dsdata.txt to determine how the superseded data were derived.
 LL0673
 LL0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE868469(NAD 83)
 LL0673_MARKER: DB = BENCH MARK DISK
 LL0673_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LL0673_SP_SET: BRIDGE
 LL0673_STAMPING: K 320 1952
 LL0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0673
 LL0673  HISTORY     - Date     Condition        Report By
 LL0673  HISTORY     - 1952     MONUMENTED       CGS
 LL0673  HISTORY     - 1983     MARK NOT FOUND   NGS
 LL0673  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0673
 LL0673                          STATION DESCRIPTION
 LL0673
 LL0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0673'2.4 MI SE FROM HYGIENE.
 LL0673'1.35 MILES EAST ALONG STATE HIGHWAY 3.9 FROM THE POST OFFICE
 LL0673'AT HYGIENE, THENCE 1.1 MILES SOUTH ALONG A GRAVELED ROAD, 16 FEET
 LL0673'EAST OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE CENTER
 LL0673'OF THE NORTHEAST CONCRETE WINGWALL OF A BRIDGE OVER ST. VRAIN
 LL0673'CREEK, 9 FEET NORTHEAST OF THE NORTH END OF A STEEL GIRDER.
 LL0673
 LL0673                          STATION RECOVERY (1983)
 LL0673
 LL0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0673'MARK NOT FOUND.
 LL0673
 LL0673                          STATION RECOVERY (1984)
 LL0673
 LL0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0673'NO LONGER A WINGWALL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0700 ***********************************************************************
 LL0700  DESIGNATION -  K 321
 LL0700  PID         -  LL0700
 LL0700  STATE/COUNTY-  CO/BOULDER
 LL0700  USGS QUAD   -  BOULDER (1979)
 LL0700
 LL0700                         *CURRENT SURVEY CONTROL
 LL0700  ___________________________________________________________________
 LL0700* NAD 83(1986)-  40 01 42.     (N)    105 16 55.     (W)     SCALED    
 LL0700* NAVD 88     -      1645.498  (meters)    5398.60   (feet)  ADJUSTED  
 LL0700  ___________________________________________________________________
 LL0700  GEOID HEIGHT-         -15.51  (meters)                     GEOID03
 LL0700  DYNAMIC HT  -        1643.907 (meters)    5393.38  (feet)  COMP
 LL0700  MODELED GRAV-     979,601.7   (mgal)                       NAVD 88
 LL0700
 LL0700  VERT ORDER  -  FIRST     CLASS II
 LL0700
 LL0700.The horizontal coordinates were scaled from a topographic map and have
 LL0700.an estimated accuracy of +/- 6 seconds.
 LL0700
 LL0700.The orthometric height was determined by differential leveling
 LL0700.and adjusted by the National Geodetic Survey in June 1991..
 LL0700
 LL0700.The geoid height was determined by GEOID03.
 LL0700
 LL0700.The dynamic height is computed by dividing the NAVD 88
 LL0700.geopotential number by the normal gravity value computed on the
 LL0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0700.degrees latitude (g = 980.6199 gals.).
 LL0700
 LL0700.The modeled gravity was interpolated from observed gravity values.
 LL0700
 LL0700;                    North         East    Units  Estimated Accuracy
 LL0700;SPC CO N     -   381,990.      933,010.      MT  (+/- 180 meters Scaled)
 LL0700
 LL0700                          SUPERSEDED SURVEY CONTROL
 LL0700
 LL0700  NGVD 29 (??/??/??) 1644.528  (m)         5395.42   (f) ADJUSTED    1 2
 LL0700
 LL0700.Superseded values are not recommended for survey control.
 LL0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0700.See file dsdata.txt to determine how the superseded data were derived.
 LL0700
 LL0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE759309(NAD 83)
 LL0700_MARKER: DB = BENCH MARK DISK
 LL0700_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LL0700_STAMPING: K 321 1952
 LL0700_MARK LOGO: CGS   
 LL0700_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL0700+STABILITY: POSITION/ELEVATION WELL
 LL0700_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LL0700+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2002
 LL0700
 LL0700  HISTORY     - Date     Condition        Report By
 LL0700  HISTORY     - 1952     MONUMENTED       CGS
 LL0700  HISTORY     - 1967     GOOD             NGS
 LL0700  HISTORY     - 1967     GOOD             NGS
 LL0700  HISTORY     - 1984     GOOD             NGS
 LL0700  HISTORY     - 1985     GOOD             NGS
 LL0700  HISTORY     - 19980928 GOOD             USPSQD
 LL0700  HISTORY     - 20010331 GOOD             NGS
 LL0700  HISTORY     - 20020617 GOOD             INDIV
 LL0700
 LL0700                          STATION DESCRIPTION
 LL0700
 LL0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 LL0700'0.8 MI N FROM BOULDER.
 LL0700'0.75 MILE NORTH ALONG STATE HIGHWAY 7 FROM THE FIRST NATIONAL BANK
 LL0700'AT BOULDER, AT THE NORTH BROADWAY GRADE SCHOOL, 115 FEET EAST OF THE
 LL0700'CENTER LINE OF THE HIGHWAY, SET VERTICALLY IN THE WEST BRICK WALL
 LL0700'OF THE SCHOOL BUILDING, 16 FEET NORTH OF THE SOUTHWEST CORNER
 LL0700'OF THE BUILDING, 24 FEET SOUTH OF THE CENTER OF THE WEST ENTRANCE
 LL0700'TO THE BUILDING, 1.9 FEET ABOVE THE GROUND.
 LL0700
 LL0700                          STATION RECOVERY (1967)
 LL0700
 LL0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 LL0700'RECOVERED IN GOOD CONDITION.
 LL0700
 LL0700                          STATION RECOVERY (1984)
 LL0700
 LL0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0700'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN BOULDER,
 LL0700'AT 1215 CEDAR AVENUE, SET VERTICALLY IN THE WEST FACE OF THE
 LL0700'WASHINGTON ELEMENTARY SCHOOL, 35.1 METERS (115.2 FT) EAST OF THE
 LL0700'CENTERLINE OF BROADWAY STREET, 7.3 METERS (24.0 FT) SOUTH OF THE
 LL0700'CENTER OF THE WEST ENTRYWAY, 5.8 METERS (19.0 FT) SOUTH-SOUTHEAST OF
 LL0700'BENCH MARK K 321 RESET 1982, AND 4.9 METERS (16.1 FT) NORTH OF THE
 LL0700'SOUTHWEST CORNER OF THE SCHOOL.
 LL0700'THE MARK IS 0.6 M ABOVE A SIDEWALK.
 LL0700
 LL0700                          STATION RECOVERY (1985)
 LL0700
 LL0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LL0700'RECOVERED IN GOOD CONDITION.
 LL0700
 LL0700                          STATION RECOVERY (1998)
 LL0700
 LL0700'RECOVERY NOTE BY US POWER SQUADRON 1998
 LL0700'RECOVERED IN GOOD CONDITION.
 LL0700
 LL0700                          STATION RECOVERY (2001)
 LL0700
 LL0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0700'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL0700
 LL0700                          STATION RECOVERY (2002)
 LL0700
 LL0700'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JE)
 LL0700'N 40-01-41.4 /  W 105-16-55.6
 LL0700' 
 LL0700'MARK IS LOCATED IN BOULDER, COLORADO IN THE NE1/4 OF SECTION 25, T1N,
 LL0700'R71W, LYING ON THE GROUNDS OF WASHINGTON ELEMENTARY SCHOOL.
 LL0700' 
 LL0700'MARK IS LOCATED VERTICALLY IN THE WEST FACE OF THE WASHINGTON
 LL0700'ELEMENTARY SCHOOL, WHICH IS AT THE NORTHEAST CORNER OF CEDAR AVENUE
 LL0700'AND BROADWAY.
 LL0700' 
 LL0700' 
 LL0700'MARK IS A 3.5 INCH BRASS DISC SET IN BRICK BUILDING FACE, 1.9 FEET
 LL0700'ABOVE CONCRETE SURFACE.
 LL0700' 
 LL0700' 
 LL0700'MARK LIES-
 LL0700'16.25 FEET NORTH FROM THE SOUTHWEST CORNER OF THE WASHINGTON
 LL0700'ELEMENTARY SCHOOL,
 LL0700'1.1 FEET NORTH FROM THE DOWNWARD STAIRWELL,
 LL0700'18.8 FEET SSE FROM K 321 (RESET).
 LL0700' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1089 ***********************************************************************
 LL1089  DESIGNATION -  K 321 RESET
 LL1089  PID         -  LL1089
 LL1089  STATE/COUNTY-  CO/BOULDER
 LL1089  USGS QUAD   -  BOULDER (1979)
 LL1089
 LL1089                         *CURRENT SURVEY CONTROL
 LL1089  ___________________________________________________________________
 LL1089* NAD 83(1986)-  40 01 43.     (N)    105 16 55.     (W)     SCALED    
 LL1089* NAVD 88     -      1644.927  (meters)    5396.73   (feet)  ADJUSTED  
 LL1089  ___________________________________________________________________
 LL1089  GEOID HEIGHT-         -15.51  (meters)                     GEOID03
 LL1089  DYNAMIC HT  -        1643.336 (meters)    5391.51  (feet)  COMP
 LL1089  MODELED GRAV-     979,601.4   (mgal)                       NAVD 88
 LL1089
 LL1089  VERT ORDER  -  FIRST     CLASS II
 LL1089
 LL1089.The horizontal coordinates were scaled from a topographic map and have
 LL1089.an estimated accuracy of +/- 6 seconds.
 LL1089
 LL1089.The orthometric height was determined by differential leveling
 LL1089.and adjusted by the National Geodetic Survey in June 1991..
 LL1089
 LL1089.The geoid height was determined by GEOID03.
 LL1089
 LL1089.The dynamic height is computed by dividing the NAVD 88
 LL1089.geopotential number by the normal gravity value computed on the
 LL1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1089.degrees latitude (g = 980.6199 gals.).
 LL1089
 LL1089.The modeled gravity was interpolated from observed gravity values.
 LL1089
 LL1089;                    North         East    Units  Estimated Accuracy
 LL1089;SPC CO N     -   382,020.      933,010.      MT  (+/- 180 meters Scaled)
 LL1089
 LL1089                          SUPERSEDED SURVEY CONTROL
 LL1089
 LL1089  NGVD 29 (??/??/??) 1643.956  (m)         5393.55   (f) ADJUSTED    1 2
 LL1089
 LL1089.Superseded values are not recommended for survey control.
 LL1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1089.See file dsdata.txt to determine how the superseded data were derived.
 LL1089
 LL1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE759309(NAD 83)
 LL1089_MARKER: DB = BENCH MARK DISK
 LL1089_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LL1089_SP_SET: SIDEWALK
 LL1089_STAMPING: K 321 RESET 1982
 LL1089_MARK LOGO: NGS   
 LL1089_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LL1089+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2002
 LL1089
 LL1089  HISTORY     - Date     Condition        Report By
 LL1089  HISTORY     - 1982     MONUMENTED       NGS
 LL1089  HISTORY     - 1984     GOOD             NGS
 LL1089  HISTORY     - 19910623 GOOD             USPSQD
 LL1089  HISTORY     - 19980928 GOOD             USPSQD
 LL1089  HISTORY     - 20010331 GOOD             NGS
 LL1089  HISTORY     - 20020617 GOOD             INDIV
 LL1089
 LL1089                          STATION DESCRIPTION
 LL1089
 LL1089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1089'IN BOULDER.
 LL1089'IN BOULDER, AT 1215 CEDAR AVENUE, IN THE SIDEWALK AT THE NORTHWEST
 LL1089'CORNER OF THE WASHINGTON ELEMENTARY SCHOOL, 10.7 METERS (35.1 FT)
 LL1089'NORTH OF THE SOUTHWEST CORNER OF THE SCHOOL, 5.8 METERS (19.0 FT)
 LL1089'NORTH-NORTHWEST OF BENCH MARK K 321, 1.7 METERS (5.6 FT) SOUTH OF THE
 LL1089'CENTER OF THE WEST ENTRYWAY, AND 1.2 METERS (4.0 FT) WEST OF THE WEST
 LL1089'FACE OF THE BUILDING.
 LL1089'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
 LL1089
 LL1089                          STATION RECOVERY (1991)
 LL1089
 LL1089'RECOVERY NOTE BY US POWER SQUADRON 1991 (RA)
 LL1089'RECOVERED IN GOOD CONDITION.
 LL1089
 LL1089                          STATION RECOVERY (1998)
 LL1089
 LL1089'RECOVERY NOTE BY US POWER SQUADRON 1998
 LL1089'RECOVERED IN GOOD CONDITION.
 LL1089
 LL1089                          STATION RECOVERY (2001)
 LL1089
 LL1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL1089'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL1089
 LL1089                          STATION RECOVERY (2002)
 LL1089
 LL1089'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JE)
 LL1089'N 40-01-41.4 /  W 105-16-55.6
 LL1089' 
 LL1089'MARK IS LOCATED IN BOULDER, COLORADO IN THE NE1/4 OF SECTION 25, T1N,
 LL1089'R71W, LYING ON THE GROUNDS OF WASHINGTON ELEMENTARY SCHOOL.
 LL1089' 
 LL1089'MARK IS LOCATED IN THE SIDEWALK ON THE WEST SIDE OF THE WASHINGTON
 LL1089'ELEMENTARY SCHOOL, WHICH IS AT THE NORTHEAST CORNER OF CEDAR AVENUE
 LL1089'AND BROADWAY.
 LL1089' 
 LL1089'MARK IS A 3.5 INCH BRASS DISC SET IN CONCRETE SIDEWALK, EVEN WITH
 LL1089'SURFACE.
 LL1089' 
 LL1089'MARK LIES-
 LL1089'14.0 FEET SOUTH FROM THE NORTHWEST CORNER OF THE WASHINGTON ELEMENTARY
 LL1089'SCHOOL,
 LL1089'3.6 FEET WEST FROM THE WEST FACE OF THE WASHINGTON ELEMENTARY SCHOOL,
 LL1089' 
 LL1089'18.8 FEET NNW FROM K 321.
 LL1089' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0728 ***********************************************************************
 LL0728  DESIGNATION -  K 322
 LL0728  PID         -  LL0728
 LL0728  STATE/COUNTY-  CO/LARIMER
 LL0728  USGS QUAD   -  LOVELAND (1984)
 LL0728
 LL0728                         *CURRENT SURVEY CONTROL
 LL0728  ___________________________________________________________________
 LL0728* NAD 83(1986)-  40 24 27.     (N)    105 06 44.     (W)     SCALED    
 LL0728* NAVD 88     -      1544.450  (meters)    5067.08   (feet)  ADJUSTED  
 LL0728  ___________________________________________________________________
 LL0728  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 LL0728  DYNAMIC HT  -        1543.113 (meters)    5062.70  (feet)  COMP
 LL0728  MODELED GRAV-     979,705.4   (mgal)                       NAVD 88
 LL0728
 LL0728  VERT ORDER  -  SECOND    CLASS 0
 LL0728
 LL0728.The horizontal coordinates were scaled from a topographic map and have
 LL0728.an estimated accuracy of +/- 6 seconds.
 LL0728
 LL0728.The orthometric height was determined by differential leveling
 LL0728.and adjusted by the National Geodetic Survey in June 1991..
 LL0728
 LL0728.The geoid height was determined by GEOID03.
 LL0728
 LL0728.The dynamic height is computed by dividing the NAVD 88
 LL0728.geopotential number by the normal gravity value computed on the
 LL0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0728.degrees latitude (g = 980.6199 gals.).
 LL0728
 LL0728.The modeled gravity was interpolated from observed gravity values.
 LL0728
 LL0728;                    North         East    Units  Estimated Accuracy
 LL0728;SPC CO N     -   424,140.      947,320.      MT  (+/- 180 meters Scaled)
 LL0728
 LL0728                          SUPERSEDED SURVEY CONTROL
 LL0728
 LL0728  NGVD 29 (??/??/92) 1543.455  (m)         5063.82   (f) ADJ UNCH    2 0
 LL0728
 LL0728.Superseded values are not recommended for survey control.
 LL0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0728.See file dsdata.txt to determine how the superseded data were derived.
 LL0728
 LL0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE904729(NAD 83)
 LL0728_MARKER: DB = BENCH MARK DISK
 LL0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0728_STAMPING: K 322 1952
 LL0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0728+STABILITY: SURFACE MOTION
 LL0728
 LL0728  HISTORY     - Date     Condition        Report By
 LL0728  HISTORY     - 1952     MONUMENTED       CGS
 LL0728  HISTORY     - 1981     MARK NOT FOUND   USGS
 LL0728
 LL0728                          STATION DESCRIPTION
 LL0728
 LL0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0728'2.1 MI W FROM LOVELAND.
 LL0728'2.1 MILES WEST ALONG U.S. HIGHWAY 34 FROM THE LINCOLN GRADE SCHOOL
 LL0728'AT LOVELAND, 64 FEET NORTHEAST OF THE CENTER LINE OF THE ENTRANCE
 LL0728'LEADING TO THE HANGARS AT THE LOVELAND MUNICIPAL AIRPORT, 87 FEET
 LL0728'NORTH OF THE CENTER LINE OF THE HIGHWAY, 16 FEET EAST OF THE CENTER
 LL0728'LINE OF A DIRT ROAD, 18 FEET SOUTH OF A POWER POLE, 2 FEET WEST OF
 LL0728'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LL0728'0.8 FOOT ABOVE THE GROUND.
 LL0728
 LL0728                          STATION RECOVERY (1981)
 LL0728
 LL0728'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 LL0728'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1473 ***********************************************************************
 LL1473  DESIGNATION -  K 322 RESET
 LL1473  PID         -  LL1473
 LL1473  STATE/COUNTY-  CO/LARIMER
 LL1473  USGS QUAD   -  LOVELAND (1984)
 LL1473
 LL1473                         *CURRENT SURVEY CONTROL
 LL1473  ___________________________________________________________________
 LL1473* NAD 83(1986)-  40 24 27.     (N)    105 06 44.     (W)     SCALED    
 LL1473* NAVD 88     -      1544.19   (meters)    5066.2    (feet)  RESET     
 LL1473  ___________________________________________________________________
 LL1473  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 LL1473
 LL1473  VERT ORDER  -  THIRD
 LL1473
 LL1473.The horizontal coordinates were scaled from a topographic map and have
 LL1473.an estimated accuracy of +/- 6 seconds.
 LL1473
 LL1473.The orthometric height was computed from unverified reset data.
 LL1473.No vertical observational check was made to the station.
 LL1473
 LL1473.The geoid height was determined by GEOID03.
 LL1473
 LL1473;                    North         East    Units  Estimated Accuracy
 LL1473;SPC CO N     -   424,140.      947,320.      MT  (+/- 180 meters Scaled)
 LL1473
 LL1473                          SUPERSEDED SURVEY CONTROL
 LL1473
 LL1473  NGVD 29 (03/28/06) 1543.19   (m)         5062.9    (f) RESET       3  
 LL1473
 LL1473.Superseded values are not recommended for survey control.
 LL1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1473.See file dsdata.txt to determine how the superseded data were derived.
 LL1473
 LL1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE904729(NAD 83)
 LL1473_MARKER: DB = BENCH MARK DISK
 LL1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1473_SP_SET: CONCRETE POST
 LL1473_STAMPING: K 322 RESET 1979
 LL1473_MARK LOGO: NGS   
 LL1473_PROJECTION: FLUSH
 LL1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1473+STABILITY: SURFACE MOTION
 LL1473
 LL1473  HISTORY     - Date     Condition        Report By
 LL1473  HISTORY     - 1979     MONUMENTED       NGS
 LL1473
 LL1473                          STATION DESCRIPTION
 LL1473
 LL1473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 LL1473'IN LOVELAND.
 LL1473'2.0 MILES WEST ALONG US HIGHWAY 34 FROM THE JUNCTION OF US HIGHWAYS 34
 LL1473'AND 287 IN LOVELAND, 0.1 MILE WEST OF WEST EISENHOWER
 LL1473'BOULEVARD-WILSON INTERSECTION, 52 FEET SOUTH OF CENTER OF US HIGHWAY
 LL1473'34, EISENHOWER BOULEVARD, 8 FEET SOUTH OF SOUTH CURB OF HIGHWAY, 6.4
 LL1473'FEET NORTH-NORTHWEST OF A METAL TELEPHONE JUNCTION BOX ABOUT 3.6 FEET
 LL1473'IN HEIGHT AND NUMBERS 2702 PRINTED ON NORTH SIDE, 1.4 FEET SOUTH OF
 LL1473'THE RICHLAN REAL ESTATE COMPANY WOOD FENCE CORNER AND NORTHEAST
 LL1473'PROPERTY LINE POST.
 LL1473'THE MARK IS 1.4. FT  NNW FROM  PROPERTY LINE FENCE POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0958 ***********************************************************************
 LL0958  DESIGNATION -  K 324
 LL0958  PID         -  LL0958
 LL0958  STATE/COUNTY-  CO/LARIMER
 LL0958  USGS QUAD   -  CRAZY MOUNTAIN (1975)
 LL0958
 LL0958                         *CURRENT SURVEY CONTROL
 LL0958  ___________________________________________________________________
 LL0958* NAD 83(1992)-  40 53 02.21695(N)    105 55 53.01503(W)     ADJUSTED  
 LL0958* NAVD 88     -      2449.845  (meters)    8037.53   (feet)  ADJUSTED  
 LL0958  ___________________________________________________________________
 LL0958  X           -  -1,326,009.570 (meters)                     COMP
 LL0958  Y           -  -4,645,331.111 (meters)                     COMP
 LL0958  Z           -   4,154,284.367 (meters)                     COMP
 LL0958  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 LL0958  ELLIP HEIGHT-        2438.77  (meters)          (12/03/02) GPS OBS
 LL0958  GEOID HEIGHT-         -11.08  (meters)                     GEOID03
 LL0958  DYNAMIC HT  -        2447.417 (meters)    8029.57  (feet)  COMP
 LL0958  MODELED GRAV-     979,544.2   (mgal)                       NAVD 88
 LL0958
 LL0958  HORZ ORDER  -  FIRST
 LL0958  VERT ORDER  -  SECOND    CLASS 0
 LL0958  ELLP ORDER  -  FOURTH    CLASS II
 LL0958
 LL0958.The horizontal coordinates were established by GPS observations
 LL0958.and adjusted by the National Geodetic Survey in March 1998..
 LL0958
 LL0958.The orthometric height was determined by differential leveling
 LL0958.and adjusted by the National Geodetic Survey in June 1991..
 LL0958
 LL0958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL0958
 LL0958.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL0958
 LL0958.The ellipsoidal height was determined by GPS observations
 LL0958.and is referenced to NAD 83.
 LL0958
 LL0958.The geoid height was determined by GEOID03.
 LL0958
 LL0958.The dynamic height is computed by dividing the NAVD 88
 LL0958.geopotential number by the normal gravity value computed on the
 LL0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0958.degrees latitude (g = 980.6199 gals.).
 LL0958
 LL0958.The modeled gravity was interpolated from observed gravity values.
 LL0958
 LL0958;                    North         East     Units Scale Factor Converg.
 LL0958;SPC CO N     -   477,062.687   878,042.401   MT  1.00001788   -0 16 43.5
 LL0958;SPC CO N     - 1,565,163.17  2,880,710.78   sFT  1.00001788   -0 16 43.5
 LL0958;UTM  13      - 4,526,291.921   421,530.684   MT  0.99967579   -0 36 34.8
 LL0958
 LL0958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL0958!SPC CO N     -   0.99961760  x   1.00001788  =   0.99963547
 LL0958!UTM  13      -   0.99961760  x   0.99967579  =   0.99929351
 LL0958
 LL0958                          SUPERSEDED SURVEY CONTROL
 LL0958
 LL0958  ELLIP H (03/31/98) 2438.78   (m)                       GP(       ) 4 1
 LL0958  NAVD 88 (03/31/98) 2449.84   (m)         8037.5    (f) LEVELING    3  
 LL0958  NGVD 29 (??/??/92) 2448.575  (m)         8033.37   (f) ADJ UNCH    2 0
 LL0958
 LL0958.Superseded values are not recommended for survey control.
 LL0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0958.See file dsdata.txt to determine how the superseded data were derived.
 LL0958
 LL0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF2153126292(NAD 83)
 LL0958_MARKER: DB = BENCH MARK DISK
 LL0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0958_STAMPING: K 324 1951
 LL0958_MARK LOGO: CGS   
 LL0958_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0958+STABILITY: SURFACE MOTION
 LL0958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0958+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1997
 LL0958
 LL0958  HISTORY     - Date     Condition        Report By
 LL0958  HISTORY     - 1951     MONUMENTED       CGS
 LL0958  HISTORY     - 19970730 GOOD             NGS
 LL0958
 LL0958                          STATION DESCRIPTION
 LL0958
 LL0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0958'8.6 MI N FROM GLENDEVEY.
 LL0958'7.05 MILES NORTHEAST ALONG A WINDING GRAVELED ROAD FROM THE
 LL0958'GROCERY STORE AT GLENDEVEY LODGE, THENCE 1.5 MILES NORTHWEST
 LL0958'ALONG A ROAD LEADING TO WOODS LANDING, 54 FEET SOUTHWEST OF THE
 LL0958'CENTER LINE OF THE ROAD, 9.3 FEET WEST OF A TELEPHONE POLE,
 LL0958'1.8 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 LL0958'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LL0958
 LL0958                          STATION RECOVERY (1997)
 LL0958
 LL0958'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CWS)
 LL0958'THE STATION DESCRIPTION IS GOOD.  A NEW TO REACH IS GIVEN AT THIS TIME
 LL0958'TO HELP GET TO THE STATION FROM FORT COLLINS.  IT IS IN THE NORTHWEST
 LL0958'1/4 OF SECTION 33, T 11 N, R 76 W.  OWNERSHIP--LARIMER COUNTY ROAD
 LL0958'RIGHT-OF-WAY TO REACH THE STATION FROM THE INTERSECTION OF U.  S.
 LL0958'HIGHWAY 287 AND COLORADO HIGHWAY 14, GO WEST ON COLORADO HIGHWAY 14
 LL0958'FOR 52.0 MI (83.7 KM) TO A SIDE ROAD RIGHT, (AT MILE POST 71.5)
 LL0958'LARIMER COUNTY ROAD 103 (LARAMIE RIVER ROAD) .  TURN RIGHT, NORTH, ON
 LL0958'LARIMER COUNTY ROAD 103 FOR 15.8 MI (25.4 KM) TO THE INTERSECTION OF
 LL0958'LARIMER COUNTY ROAD 190. CONTINUE AHEAD, RIGHT, ON LARIMER COUNTY ROAD
 LL0958'103 FOR 5.9 MI (9.5 KM) TO THE INTERSECTION OF LARIMER COUNTY ROAD 80
 LL0958'C. CONTINUE AHEAD, NORTHWESTERLY, ON LARIMER COUNTY ROAD 103 FOR 1.5
 LL0958'MI (2.4 KM) TO THE STATION ON THE LEFT. THE MARK IS A STANDARD DISK
 LL0958'SET IN A .3 M (1.0 FT) DIAMETER CONCRETE POST, 0.15 M (0.49 FT) ABOVE
 LL0958'GROUND. IT IS 17.5 M (57.4 FT) WEST OF THE CENTERLINE OF LARIMER
 LL0958'COUNTY ROAD 103, 2.3 M (7.5 FT) EAST OF THE FENCE, 1.5 M (4.9 FT)
 LL0958'SOUTH OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0934 ***********************************************************************
 LL0934  DESIGNATION -  K 325
 LL0934  PID         -  LL0934
 LL0934  STATE/COUNTY-  CO/LARIMER
 LL0934  USGS QUAD   -  BOSTON PEAK (1962)
 LL0934
 LL0934                         *CURRENT SURVEY CONTROL
 LL0934  ___________________________________________________________________
 LL0934* NAD 83(1986)-  40 38 21.     (N)    105 51 32.     (W)     SCALED    
 LL0934* NAVD 88     -      2675.989  (meters)    8779.47   (feet)  ADJUSTED  
 LL0934  ___________________________________________________________________
 LL0934  GEOID HEIGHT-         -11.16  (meters)                     GEOID03
 LL0934  DYNAMIC HT  -        2673.089 (meters)    8769.96  (feet)  COMP
 LL0934  MODELED GRAV-     979,443.7   (mgal)                       NAVD 88
 LL0934
 LL0934  VERT ORDER  -  SECOND    CLASS 0
 LL0934
 LL0934.The horizontal coordinates were scaled from a topographic map and have
 LL0934.an estimated accuracy of +/- 6 seconds.
 LL0934
 LL0934.The orthometric height was determined by differential leveling
 LL0934.and adjusted by the National Geodetic Survey in June 1991..
 LL0934
 LL0934.The geoid height was determined by GEOID03.
 LL0934
 LL0934.The dynamic height is computed by dividing the NAVD 88
 LL0934.geopotential number by the normal gravity value computed on the
 LL0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0934.degrees latitude (g = 980.6199 gals.).
 LL0934
 LL0934.The modeled gravity was interpolated from observed gravity values.
 LL0934
 LL0934;                    North         East    Units  Estimated Accuracy
 LL0934;SPC CO N     -   449,850.      884,040.      MT  (+/- 180 meters Scaled)
 LL0934
 LL0934                          SUPERSEDED SURVEY CONTROL
 LL0934
 LL0934  NGVD 29 (??/??/92) 2674.560  (m)         8774.79   (f) ADJ UNCH    2 0
 LL0934
 LL0934.Superseded values are not recommended for survey control.
 LL0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0934.See file dsdata.txt to determine how the superseded data were derived.
 LL0934
 LL0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE273990(NAD 83)
 LL0934_MARKER: DB = BENCH MARK DISK
 LL0934_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LL0934_SP_SET: GRANITE ROCK
 LL0934_STAMPING: K 325 1951
 LL0934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0934
 LL0934  HISTORY     - Date     Condition        Report By
 LL0934  HISTORY     - 1951     MONUMENTED       CGS
 LL0934
 LL0934                          STATION DESCRIPTION
 LL0934
 LL0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0934'15.1 MI SE FROM GLENDEVEY.
 LL0934'3.2 MILES EAST ALONG A WINDING GRAVELED ROAD FROM THE GROCERY
 LL0934'STORE AT GLENDEVEY LODGE, THENCE 11.9 MILES SOUTH ALONG A WINDING
 LL0934'GRAVELED ROAD, 63 FEET NORTHEAST OF THE CENTER LINE
 LL0934'OF THE ROAD, 59 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 LL0934'BRIDGE OVER THE LARAMIE RIVER, 3.6 FEET SOUTHWEST OF AN 18 INCH
 LL0934'TRIANGULAR BLAZED PINE TREE, SET IN THE TOP OF A GRANITE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0669 ***********************************************************************
 LL0669  DESIGNATION -  K 326
 LL0669  PID         -  LL0669
 LL0669  STATE/COUNTY-  CO/BOULDER
 LL0669  USGS QUAD   -  RAYMOND (1978)
 LL0669
 LL0669                         *CURRENT SURVEY CONTROL
 LL0669  ___________________________________________________________________
 LL0669* NAD 83(1986)-  40 10 22.     (N)    105 28 01.     (W)     SCALED    
 LL0669* NAVD 88     -      2502.330  (meters)    8209.73   (feet)  ADJUSTED  
 LL0669  ___________________________________________________________________
 LL0669  GEOID HEIGHT-         -13.42  (meters)                     GEOID03
 LL0669  DYNAMIC HT  -        2499.685 (meters)    8201.05  (feet)  COMP
 LL0669  MODELED GRAV-     979,477.2   (mgal)                       NAVD 88
 LL0669
 LL0669  VERT ORDER  -  SECOND    CLASS 0
 LL0669
 LL0669.The horizontal coordinates were scaled from a topographic map and have
 LL0669.an estimated accuracy of +/- 6 seconds.
 LL0669
 LL0669.The orthometric height was determined by differential leveling
 LL0669.and adjusted by the National Geodetic Survey in June 1991..
 LL0669
 LL0669.The geoid height was determined by GEOID03.
 LL0669
 LL0669.The dynamic height is computed by dividing the NAVD 88
 LL0669.geopotential number by the normal gravity value computed on the
 LL0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0669.degrees latitude (g = 980.6199 gals.).
 LL0669
 LL0669.The modeled gravity was interpolated from observed gravity values.
 LL0669
 LL0669;                    North         East    Units  Estimated Accuracy
 LL0669;SPC CO N     -   398,010.      917,220.      MT  (+/- 180 meters Scaled)
 LL0669
 LL0669                          SUPERSEDED SURVEY CONTROL
 LL0669
 LL0669  NGVD 29 (??/??/92) 2501.055  (m)         8205.54   (f) ADJ UNCH    2 0
 LL0669
 LL0669.Superseded values are not recommended for survey control.
 LL0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0669.See file dsdata.txt to determine how the superseded data were derived.
 LL0669
 LL0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE602470(NAD 83)
 LL0669_MARKER: DB = BENCH MARK DISK
 LL0669_SETTING: 80 = SET IN A BOULDER
 LL0669_STAMPING: K 326 1951
 LL0669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0669+STABILITY: SURFACE MOTION
 LL0669
 LL0669  HISTORY     - Date     Condition        Report By
 LL0669  HISTORY     - 1951     MONUMENTED       CGS
 LL0669  HISTORY     - 1985     MARK NOT FOUND   NGS
 LL0669  HISTORY     - 19990913 MARK NOT FOUND   USPSQD
 LL0669  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL0669  HISTORY     - 20031010 MARK NOT FOUND   USPSQD
 LL0669  HISTORY     - 20050901 MARK NOT FOUND   USPSQD
 LL0669
 LL0669                          STATION DESCRIPTION
 LL0669
 LL0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0669'2 MI NW FROM RAYMOND.
 LL0669'2.0 MILES NORTHWEST ALONG STATE HIGHWAY 7 FROM ITS JUNCTION
 LL0669'WITH STATE HIGHWAY 160 AT RAYMOND, 68 FEET NORTHWEST OF A
 LL0669'POWER POLE, 38 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 LL0669'6.4 FEET NORTHEAST OF A FENCE, 0.8 FOOT ABOVE THE GROUND, SET IN
 LL0669'THE TOP OF A GRANITE BOULDER, 1.0 MILE SOUTHEAST OF BENCH MARK
 LL0669'J 326.
 LL0669
 LL0669                          STATION RECOVERY (1985)
 LL0669
 LL0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LL0669'MARK NOT FOUND.
 LL0669
 LL0669                          STATION RECOVERY (1999)
 LL0669
 LL0669'RECOVERY NOTE BY US POWER SQUADRON 1999
 LL0669'MARK NOT FOUND.
 LL0669
 LL0669                          STATION RECOVERY (2001)
 LL0669
 LL0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0669'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL0669
 LL0669                          STATION RECOVERY (2003)
 LL0669
 LL0669'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 LL0669'MARK NOT FOUND.
 LL0669
 LL0669                          STATION RECOVERY (2005)
 LL0669
 LL0669'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 LL0669'HWY. 7 HAS BEEN IMPROVED AND MARK WOULD BE IN SLOPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0851 ***********************************************************************
 LL0851  DESIGNATION -  K 327
 LL0851  PID         -  LL0851
 LL0851  STATE/COUNTY-  CO/LARIMER
 LL0851  USGS QUAD   -  CHAMBERS LAKE (1977)
 LL0851
 LL0851                         *CURRENT SURVEY CONTROL
 LL0851  ___________________________________________________________________
 LL0851* NAD 83(1986)-  40 30 24.     (N)    105 46 10.     (W)     SCALED    
 LL0851* NAVD 88     -      3057.787  (meters)   10032.09   (feet)  ADJUSTED  
 LL0851  ___________________________________________________________________
 LL0851  GEOID HEIGHT-         -11.26  (meters)                     GEOID03
 LL0851  DYNAMIC HT  -        3054.304 (meters)   10020.66  (feet)  COMP
 LL0851  MODELED GRAV-     979,373.5   (mgal)                       NAVD 88
 LL0851
 LL0851  VERT ORDER  -  SECOND    CLASS 0
 LL0851
 LL0851.The horizontal coordinates were scaled from a topographic map and have
 LL0851.an estimated accuracy of +/- 6 seconds.
 LL0851
 LL0851.The orthometric height was determined by differential leveling
 LL0851.and adjusted by the National Geodetic Survey in June 1991..
 LL0851
 LL0851.The geoid height was determined by GEOID03.
 LL0851
 LL0851.The dynamic height is computed by dividing the NAVD 88
 LL0851.geopotential number by the normal gravity value computed on the
 LL0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0851.degrees latitude (g = 980.6199 gals.).
 LL0851
 LL0851.The modeled gravity was interpolated from observed gravity values.
 LL0851
 LL0851;                    North         East    Units  Estimated Accuracy
 LL0851;SPC CO N     -   435,110.      891,570.      MT  (+/- 180 meters Scaled)
 LL0851
 LL0851                          SUPERSEDED SURVEY CONTROL
 LL0851
 LL0851  NGVD 29 (??/??/92) 3056.287  (m)        10027.17   (f) ADJ UNCH    2 0
 LL0851
 LL0851.Superseded values are not recommended for survey control.
 LL0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0851.See file dsdata.txt to determine how the superseded data were derived.
 LL0851
 LL0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE348842(NAD 83)
 LL0851_MARKER: DB = BENCH MARK DISK
 LL0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0851_STAMPING: K 327 1951
 LL0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0851+STABILITY: SURFACE MOTION
 LL0851
 LL0851  HISTORY     - Date     Condition        Report By
 LL0851  HISTORY     - 1951     MONUMENTED       CGS
 LL0851  HISTORY     - 1968     GOOD             NGS
 LL0851
 LL0851                          STATION DESCRIPTION
 LL0851
 LL0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0851'12.8 MI SE FROM CHAMBERS LAKE.
 LL0851'3.0 MILES SOUTHWEST ALONG STATE HIGHWAY 14 FROM THE ROAD JUNCTION
 LL0851'AT CHAMBERS LAKE, THENCE 9.75 MILES SOUTHEAST ALONG A WINDING ROAD
 LL0851'LEADING TO LONG LAKE RESERVOIR, 0.2 MILE NORTH OF THE CABIN AT THE
 LL0851'RESERVOIR, 15 FEET WEST OF THE CENTER LINE OF THE ROAD, 4 FEET
 LL0851'ABOVE THE LEVEL OF THE ROAD, SET IN CONCRETE POST.
 LL0851
 LL0851                          STATION RECOVERY (1968)
 LL0851
 LL0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LL0851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0497 ***********************************************************************
 KK0497  DESIGNATION -  K 328
 KK0497  PID         -  KK0497
 KK0497  STATE/COUNTY-  CO/BOULDER
 KK0497  USGS QUAD   -  NEDERLAND (1972)
 KK0497
 KK0497                         *CURRENT SURVEY CONTROL
 KK0497  ___________________________________________________________________
 KK0497* NAD 83(1986)-  39 57 52.     (N)    105 30 50.     (W)     SCALED    
 KK0497* NAVD 88     -      2542.303  (meters)    8340.87   (feet)  ADJUSTED  
 KK0497  ___________________________________________________________________
 KK0497  GEOID HEIGHT-         -13.26  (meters)                     GEOID03
 KK0497  DYNAMIC HT  -        2539.507 (meters)    8331.70  (feet)  COMP
 KK0497  MODELED GRAV-     979,433.8   (mgal)                       NAVD 88
 KK0497
 KK0497  VERT ORDER  -  SECOND    CLASS 0
 KK0497
 KK0497.The horizontal coordinates were scaled from a topographic map and have
 KK0497.an estimated accuracy of +/- 6 seconds.
 KK0497
 KK0497.The orthometric height was determined by differential leveling
 KK0497.and adjusted by the National Geodetic Survey in June 1991..
 KK0497
 KK0497.The geoid height was determined by GEOID03.
 KK0497
 KK0497.The dynamic height is computed by dividing the NAVD 88
 KK0497.geopotential number by the normal gravity value computed on the
 KK0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0497.degrees latitude (g = 980.6199 gals.).
 KK0497
 KK0497.The modeled gravity was interpolated from observed gravity values.
 KK0497
 KK0497;                    North         East    Units  Estimated Accuracy
 KK0497;SPC CO N     -   374,870.      913,220.      MT  (+/- 180 meters Scaled)
 KK0497
 KK0497                          SUPERSEDED SURVEY CONTROL
 KK0497
 KK0497  NGVD 29 (??/??/92) 2540.958  (m)         8336.46   (f) ADJ UNCH    2 0
 KK0497
 KK0497.Superseded values are not recommended for survey control.
 KK0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0497.See file dsdata.txt to determine how the superseded data were derived.
 KK0497
 KK0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE561239(NAD 83)
 KK0497_MARKER: DB = BENCH MARK DISK
 KK0497_SETTING: 80 = SET IN A BOULDER
 KK0497_STAMPING: K 328 1951
 KK0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0497+STABILITY: SURFACE MOTION
 KK0497
 KK0497  HISTORY     - Date     Condition        Report By
 KK0497  HISTORY     - 1951     MONUMENTED       CGS
 KK0497  HISTORY     - 1972     MARK NOT FOUND   USGS
 KK0497  HISTORY     - 19950825 MARK NOT FOUND   USPSQD
 KK0497  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KK0497  HISTORY     - 20020913 MARK NOT FOUND   USPSQD
 KK0497  HISTORY     - 20050201 MARK NOT FOUND   USPSQD
 KK0497
 KK0497                          STATION DESCRIPTION
 KK0497
 KK0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0497'0.6 MI N FROM NEDERLAND.
 KK0497'0.6 MILE NORTH ALONG STATE HIGHWAY 160 FROM ITS JUNCTION WITH STATE
 KK0497'HIGHWAY 72 AND 119 AT NEDERLAND, ON THE EXTENDED CENTER LINE OF A
 KK0497'ROAD LEADING WEST TO A SCHOOLHOUSE, 52 FEET WEST OF THE CENTER
 KK0497'LINE OF THE HIGHWAY, 25 FEET NORTHWEST OF A POWER POLE, 3 FEET ABOVE
 KK0497'THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A GRANITE BOULDER.
 KK0497
 KK0497                          STATION RECOVERY (1972)
 KK0497
 KK0497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KK0497'MARK NOT FOUND.
 KK0497
 KK0497                          STATION RECOVERY (1995)
 KK0497
 KK0497'RECOVERY NOTE BY US POWER SQUADRON 1995
 KK0497'MARK NOT FOUND.
 KK0497
 KK0497                          STATION RECOVERY (2001)
 KK0497
 KK0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KK0497'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KK0497
 KK0497                          STATION RECOVERY (2002)
 KK0497
 KK0497'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 KK0497'MARK NOT FOUND.
 KK0497
 KK0497                          STATION RECOVERY (2005)
 KK0497
 KK0497'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 KK0497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0614 ***********************************************************************
 LL0614  DESIGNATION -  K 329
 LL0614  PID         -  LL0614
 LL0614  STATE/COUNTY-  CO/WELD
 LL0614  USGS QUAD   -  LONGMONT (1979)
 LL0614
 LL0614                         *CURRENT SURVEY CONTROL
 LL0614  ___________________________________________________________________
 LL0614* NAD 83(1986)-  40 12 14.     (N)    105 02 10.     (W)     SCALED    
 LL0614* NAVD 88     -      1541.356  (meters)    5056.93   (feet)  POSTED    
 LL0614  ___________________________________________________________________
 LL0614  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 LL0614  DYNAMIC HT  -        1539.960 (meters)    5052.35  (feet)  COMP
 LL0614  MODELED GRAV-     979,669.5   (mgal)                       NAVD 88
 LL0614
 LL0614  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0614
 LL0614.The horizontal coordinates were scaled from a topographic map and have
 LL0614.an estimated accuracy of +/- 6 seconds.
 LL0614
 LL0614.The orthometric height was determined by differential leveling
 LL0614.and adjusted by the National Geodetic Survey in 1992..
 LL0614.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0614.rate of 0.0 thru 1.0 mm/km.
 LL0614
 LL0614.The geoid height was determined by GEOID03.
 LL0614
 LL0614.The dynamic height is computed by dividing the NAVD 88
 LL0614.geopotential number by the normal gravity value computed on the
 LL0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0614.degrees latitude (g = 980.6199 gals.).
 LL0614
 LL0614.The modeled gravity was interpolated from observed gravity values.
 LL0614
 LL0614;                    North         East    Units  Estimated Accuracy
 LL0614;SPC CO N     -   401,560.      953,900.      MT  (+/- 180 meters Scaled)
 LL0614
 LL0614                          SUPERSEDED SURVEY CONTROL
 LL0614
 LL0614  NGVD 29 (??/??/92) 1540.398  (m)         5053.79   (f) ADJ UNCH    2 0
 LL0614
 LL0614.Superseded values are not recommended for survey control.
 LL0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0614.See file dsdata.txt to determine how the superseded data were derived.
 LL0614
 LL0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE969503(NAD 83)
 LL0614_MARKER: DB = BENCH MARK DISK
 LL0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0614_STAMPING: K 329 1951
 LL0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0614+STABILITY: SURFACE MOTION
 LL0614
 LL0614  HISTORY     - Date     Condition        Report By
 LL0614  HISTORY     - 1951     MONUMENTED       CGS
 LL0614  HISTORY     - 1983     MARK NOT FOUND   CGS
 LL0614  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0614  HISTORY     - 20040808 MARK NOT FOUND   USPSQD
 LL0614
 LL0614                          STATION DESCRIPTION
 LL0614
 LL0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0614'5 MI NE FROM LONGMONT.
 LL0614'1.55 MILES NORTH ALONG U.S. HIGHWAYS 87 AND 287 FROM THE ENTRANCE
 LL0614'TO THE CEMETERY AT LONGMONT, THENCE 3.5 MILES EAST ALONG STATE HIGHWAY
 LL0614'66, AT A JUNCTION WITH A NORTH AND SOUTH ROAD AND AN EAST AND WEST
 LL0614'ROAD, 52 FEET EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 33
 LL0614'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 28 FEET NORTHEAST OF
 LL0614'THE NORTH END OF A 36 INCH PIPE CULVERT UNDER THE HIGHWAY, 3 FEET
 LL0614'EAST OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE, 3 FEET WEST OF A
 LL0614'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5
 LL0614'FOOT ABOVE THE GROUND.  NOTE-- 1960 REPORT - TO BE RESET.
 LL0614
 LL0614                          STATION RECOVERY (1983)
 LL0614
 LL0614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1983
 LL0614'MARK NOT FOUND.
 LL0614
 LL0614                          STATION RECOVERY (1984)
 LL0614
 LL0614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0614'THE HIGHWAY HAS BEEN WIDENED.
 LL0614
 LL0614                          STATION RECOVERY (2004)
 LL0614
 LL0614'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL0614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0358 ***********************************************************************
 HK0358  DESIGNATION -  K 33
 HK0358  PID         -  HK0358
 HK0358  STATE/COUNTY-  CO/ALAMOSA
 HK0358  USGS QUAD   -  HOOPER SE (1966)
 HK0358
 HK0358                         *CURRENT SURVEY CONTROL
 HK0358  ___________________________________________________________________
 HK0358* NAD 83(1986)-  37 33 41.     (N)    105 51 36.     (W)     SCALED    
 HK0358* NAVD 88     -      2301.531  (meters)    7550.94   (feet)  POSTED    
 HK0358  ___________________________________________________________________
 HK0358  GEOID HEIGHT-         -16.69  (meters)                     GEOID03
 HK0358  DYNAMIC HT  -        2298.540 (meters)    7541.13  (feet)  COMP
 HK0358  MODELED GRAV-     979,246.5   (mgal)                       NAVD 88
 HK0358
 HK0358  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HK0358
 HK0358.The horizontal coordinates were scaled from a topographic map and have
 HK0358.an estimated accuracy of +/- 6 seconds.
 HK0358
 HK0358.The orthometric height was determined by differential leveling
 HK0358.and adjusted by the National Geodetic Survey in 1992..
 HK0358.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HK0358.rate of 0.0 thru 1.0 mm/km.
 HK0358
 HK0358.The geoid height was determined by GEOID03.
 HK0358
 HK0358.The dynamic height is computed by dividing the NAVD 88
 HK0358.geopotential number by the normal gravity value computed on the
 HK0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0358.degrees latitude (g = 980.6199 gals.).
 HK0358
 HK0358.The modeled gravity was interpolated from observed gravity values.
 HK0358
 HK0358;                    North         East    Units  Estimated Accuracy
 HK0358;SPC CO S     -   404,160.      882,600.      MT  (+/- 180 meters Scaled)
 HK0358
 HK0358                          SUPERSEDED SURVEY CONTROL
 HK0358
 HK0358  NGVD 29 (??/??/92) 2300.367  (m)         7547.12   (f) ADJ UNCH    1 2
 HK0358
 HK0358.Superseded values are not recommended for survey control.
 HK0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0358.See file dsdata.txt to determine how the superseded data were derived.
 HK0358
 HK0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB240575(NAD 83)
 HK0358_MARKER: DB = BENCH MARK DISK
 HK0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0358_STAMPING: 7547.121 K 33 1933
 HK0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0358+STABILITY: SURFACE MOTION
 HK0358
 HK0358  HISTORY     - Date     Condition        Report By
 HK0358  HISTORY     - 1933     MONUMENTED       CGS
 HK0358  HISTORY     - 1966     MARK NOT FOUND   NGS
 HK0358  HISTORY     - 1984     MARK NOT FOUND   NGS
 HK0358
 HK0358                          STATION DESCRIPTION
 HK0358
 HK0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 HK0358'7.4 MI N FROM ALAMOSA.
 HK0358'ABOUT 7.4 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN
 HK0358'RAILROAD FROM THE STATION AT ALAMOSA, ALAMOSA COUNTY, ABOUT 1.1
 HK0358'MILES NORTH OF MCGINTY, ABOUT 47 YARDS SOUTH OF MILEPOST 293, ABOUT
 HK0358'50 FEET EAST OF THE C ENTER LINE OF THE TRACK, AND ABOUT 3 FEET
 HK0358'WEST OF A CORNER FENC E POST.  A STANDARD DISK, STAMPED 7547.121 K
 HK0358'33 1933 AND SET IN T  E TOP OF A CONCRETE POST PROJECTING ABOUT
 HK0358'4 INCHES ABOVE GROUND .
 HK0358
 HK0358                          STATION RECOVERY (1984)
 HK0358
 HK0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0142 ***********************************************************************
 LL0142  DESIGNATION -  K 330
 LL0142  PID         -  LL0142
 LL0142  STATE/COUNTY-  CO/WELD
 LL0142  USGS QUAD   -  ROGGEN (1978)
 LL0142
 LL0142                         *CURRENT SURVEY CONTROL
 LL0142  ___________________________________________________________________
 LL0142* NAD 83(1986)-  40 10 49.     (N)    104 21 17.     (W)     SCALED    
 LL0142* NAVD 88     -      1428.521  (meters)    4686.74   (feet)  ADJUSTED  
 LL0142  ___________________________________________________________________
 LL0142  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 LL0142  DYNAMIC HT  -        1427.301 (meters)    4682.74  (feet)  COMP
 LL0142  MODELED GRAV-     979,721.8   (mgal)                       NAVD 88
 LL0142
 LL0142  VERT ORDER  -  SECOND    CLASS 0
 LL0142
 LL0142.The horizontal coordinates were scaled from a topographic map and have
 LL0142.an estimated accuracy of +/- 6 seconds.
 LL0142
 LL0142.The orthometric height was determined by differential leveling
 LL0142.and adjusted by the National Geodetic Survey in June 1991..
 LL0142
 LL0142.The geoid height was determined by GEOID03.
 LL0142
 LL0142.The dynamic height is computed by dividing the NAVD 88
 LL0142.geopotential number by the normal gravity value computed on the
 LL0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0142.degrees latitude (g = 980.6199 gals.).
 LL0142
 LL0142.The modeled gravity was interpolated from observed gravity values.
 LL0142
 LL0142;                    North         East    Units  Estimated Accuracy
 LL0142;SPC CO N     -   399,470.    1,011,940.      MT  (+/- 180 meters Scaled)
 LL0142
 LL0142                          SUPERSEDED SURVEY CONTROL
 LL0142
 LL0142  NGVD 29 (??/??/92) 1427.699  (m)         4684.04   (f) ADJ UNCH    2 0
 LL0142
 LL0142.Superseded values are not recommended for survey control.
 LL0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0142.See file dsdata.txt to determine how the superseded data were derived.
 LL0142
 LL0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE549479(NAD 83)
 LL0142_MARKER: DB = BENCH MARK DISK
 LL0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0142_STAMPING: K 330 1952
 LL0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0142+STABILITY: SURFACE MOTION
 LL0142
 LL0142  HISTORY     - Date     Condition        Report By
 LL0142  HISTORY     - 1952     MONUMENTED       CGS
 LL0142  HISTORY     - 1950     GOOD             NGS
 LL0142
 LL0142                          STATION DESCRIPTION
 LL0142
 LL0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LL0142'1.7 MI NE FROM ROGGEN.
 LL0142'0.95 MILE EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE AT
 LL0142'ROGGEN, THENCE 0.75 MILE NORTH ALONG A GRAVEL ROAD, 92 FEET
 LL0142'NORTHEAST OF A STOCK POND, 35 FEET WEST OF THE CENTER LINE OF A
 LL0142'GRAVELED ROAD, 30 FEET WEST OF THE WEST END OF A CATTLE GUARD, 2.8
 LL0142'FEET SOUTH OF A FENCE, 2.8 FEET WEST OF A WITNESS POST, SET IN THE
 LL0142'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1212 ***********************************************************************
 KK1212  DESIGNATION -  K 336
 KK1212  PID         -  KK1212
 KK1212  STATE/COUNTY-  CO/GRAND
 KK1212  USGS QUAD   -  FRASER (1957)
 KK1212
 KK1212                         *CURRENT SURVEY CONTROL
 KK1212  ___________________________________________________________________
 KK1212* NAD 83(1986)-  39 54 38.     (N)    105 45 04.     (W)     SCALED    
 KK1212* NAVD 88     -      2974.553  (meters)    9759.01   (feet)  ADJUSTED  
 KK1212  ___________________________________________________________________
 KK1212  GEOID HEIGHT-         -12.40  (meters)                     GEOID03
 KK1212  DYNAMIC HT  -        2970.994 (meters)    9747.34  (feet)  COMP
 KK1212  MODELED GRAV-     979,320.5   (mgal)                       NAVD 88
 KK1212
 KK1212  VERT ORDER  -  SECOND    CLASS 0
 KK1212
 KK1212.The horizontal coordinates were scaled from a topographic map and have
 KK1212.an estimated accuracy of +/- 6 seconds.
 KK1212
 KK1212.The orthometric height was determined by differential leveling
 KK1212.and adjusted by the National Geodetic Survey in June 1991..
 KK1212
 KK1212.The geoid height was determined by GEOID03.
 KK1212
 KK1212.The dynamic height is computed by dividing the NAVD 88
 KK1212.geopotential number by the normal gravity value computed on the
 KK1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1212.degrees latitude (g = 980.6199 gals.).
 KK1212
 KK1212.The modeled gravity was interpolated from observed gravity values.
 KK1212
 KK1212;                    North         East    Units  Estimated Accuracy
 KK1212;SPC CO N     -   368,920.      892,930.      MT  (+/- 180 meters Scaled)
 KK1212
 KK1212                          SUPERSEDED SURVEY CONTROL
 KK1212
 KK1212  NGVD 29 (??/??/92) 2973.008  (m)         9753.94   (f) ADJ UNCH    2 0
 KK1212
 KK1212.Superseded values are not recommended for survey control.
 KK1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1212.See file dsdata.txt to determine how the superseded data were derived.
 KK1212
 KK1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE358181(NAD 83)
 KK1212_MARKER: DB = BENCH MARK DISK
 KK1212_SETTING: 80 = SET IN A BOULDER
 KK1212_STAMPING: K 336 1952
 KK1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1212+STABILITY: SURFACE MOTION
 KK1212
 KK1212  HISTORY     - Date     Condition        Report By
 KK1212  HISTORY     - 1952     MONUMENTED       CGS
 KK1212
 KK1212                          STATION DESCRIPTION
 KK1212
 KK1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK1212'3.9 MI E FROM WEST PORTAL.
 KK1212'0.2 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE WEST ENTRANCE
 KK1212'TO THE MOFFAT TUNNEL AT WEST PORTAL, THENCE 2.8 MILES NORTH ALONG
 KK1212'A TRACK ROAD, THENCE 0.9 MILES EAST ALONG AN ABANDONED RAILROAD
 KK1212'GRADE, 30 FEET NORTHEAST OF THE CENTER LINE OF THE OLD RAILROAD
 KK1212'GRADE, 10 FEET NORTHEAST OF A 10 INCH PINE
 KK1212'TREE, 7 FEET ABOVE THE LEVEL OF THE OLD RAILROAD GRADE, SET
 KK1212'IN THE TOP OF THE CENTER OF A 3X4 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0297 ***********************************************************************
 KK0297  DESIGNATION -  K 337
 KK0297  PID         -  KK0297
 KK0297  STATE/COUNTY-  CO/DOUGLAS
 KK0297  USGS QUAD   -  CASTLE ROCK NORTH (1994)
 KK0297
 KK0297                         *CURRENT SURVEY CONTROL
 KK0297  ___________________________________________________________________
 KK0297* NAD 83(1986)-  39 23 53.     (N)    104 45 55.     (W)     SCALED    
 KK0297* NAVD 88     -      1851.707  (meters)    6075.14   (feet)  POSTED    
 KK0297  ___________________________________________________________________
 KK0297  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 KK0297  DYNAMIC HT  -        1849.800 (meters)    6068.89  (feet)  COMP
 KK0297  MODELED GRAV-     979,531.7   (mgal)                       NAVD 88
 KK0297
 KK0297  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0297
 KK0297.The horizontal coordinates were scaled from a topographic map and have
 KK0297.an estimated accuracy of +/- 6 seconds.
 KK0297
 KK0297.The orthometric height was determined by differential leveling
 KK0297.and adjusted by the National Geodetic Survey in 1992..
 KK0297.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0297.rate of 0.0 thru 1.0 mm/km.
 KK0297
 KK0297.The geoid height was determined by GEOID03.
 KK0297
 KK0297.The dynamic height is computed by dividing the NAVD 88
 KK0297.geopotential number by the normal gravity value computed on the
 KK0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0297.degrees latitude (g = 980.6199 gals.).
 KK0297
 KK0297.The modeled gravity was interpolated from observed gravity values.
 KK0297
 KK0297;                    North         East    Units  Estimated Accuracy
 KK0297;SPC CO C     -   478,750.      977,690.      MT  (+/- 180 meters Scaled)
 KK0297
 KK0297                          SUPERSEDED SURVEY CONTROL
 KK0297
 KK0297  NGVD 29 (??/??/92) 1850.694  (m)         6071.82   (f) ADJ UNCH    2 0
 KK0297
 KK0297.Superseded values are not recommended for survey control.
 KK0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0297.See file dsdata.txt to determine how the superseded data were derived.
 KK0297
 KK0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED202609(NAD 83)
 KK0297_MARKER: DB = BENCH MARK DISK
 KK0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0297_STAMPING: K 337 1952
 KK0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0297+STABILITY: SURFACE MOTION
 KK0297
 KK0297  HISTORY     - Date     Condition        Report By
 KK0297  HISTORY     - 1952     MONUMENTED       CGS
 KK0297  HISTORY     - 1965     MARK NOT FOUND   USGS
 KK0297
 KK0297                          STATION DESCRIPTION
 KK0297
 KK0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0297'6.3 MI E FROM CASTLE ROCK.
 KK0297'0.1 MILE SOUTH ALONG U.S. HIGHWAYS 85 AND 87 FROM THE HIGH SCHOOL
 KK0297'AT CASTLE ROCK, THENCE 6.2 MILES EAST ALONG STATE HIGHWAY 86,
 KK0297'57 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 33 FEET SOUTH
 KK0297'OF THE CENTER OF A WIRE GATE, 33 FEET SOUTH OF THE CENTER LINE
 KK0297'OF A PRIVATE ROAD LEADING EAST, 1 FOOT WEST OF A FENCE, 3 FEET
 KK0297'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 KK0297'WHICH IS FLUSH WITH THE GROUND.
 KK0297
 KK0297                          STATION RECOVERY (1965)
 KK0297
 KK0297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 KK0297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0346 ***********************************************************************
 JK0346  DESIGNATION -  K 338
 JK0346  PID         -  JK0346
 JK0346  STATE/COUNTY-  CO/TELLER
 JK0346  USGS QUAD   -  CRIPPLE CREEK SOUTH (1975)
 JK0346
 JK0346                         *CURRENT SURVEY CONTROL
 JK0346  ___________________________________________________________________
 JK0346* NAD 83(1986)-  38 43 11.     (N)    105 07 34.     (W)     SCALED    
 JK0346* NAVD 88     -      3024.102  (meters)    9921.57   (feet)  ADJUSTED  
 JK0346  ___________________________________________________________________
 JK0346  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 JK0346  DYNAMIC HT  -        3020.229 (meters)    9908.87  (feet)  COMP
 JK0346  MODELED GRAV-     979,235.7   (mgal)                       NAVD 88
 JK0346
 JK0346  VERT ORDER  -  SECOND    CLASS 0
 JK0346
 JK0346.The horizontal coordinates were scaled from a topographic map and have
 JK0346.an estimated accuracy of +/- 6 seconds.
 JK0346
 JK0346.The orthometric height was determined by differential leveling
 JK0346.and adjusted by the National Geodetic Survey in June 1991..
 JK0346
 JK0346.The geoid height was determined by GEOID03.
 JK0346
 JK0346.The dynamic height is computed by dividing the NAVD 88
 JK0346.geopotential number by the normal gravity value computed on the
 JK0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0346.degrees latitude (g = 980.6199 gals.).
 JK0346
 JK0346.The modeled gravity was interpolated from observed gravity values.
 JK0346
 JK0346;                    North         East    Units  Estimated Accuracy
 JK0346;SPC CO C     -   403,260.      946,920.      MT  (+/- 180 meters Scaled)
 JK0346
 JK0346                          SUPERSEDED SURVEY CONTROL
 JK0346
 JK0346  NGVD 29 (??/??/92) 3022.666  (m)         9916.86   (f) ADJ UNCH    2 0
 JK0346
 JK0346.Superseded values are not recommended for survey control.
 JK0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0346.See file dsdata.txt to determine how the superseded data were derived.
 JK0346
 JK0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC890856(NAD 83)
 JK0346_MARKER: DB = BENCH MARK DISK
 JK0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0346_STAMPING: K 338 1952
 JK0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0346+STABILITY: SURFACE MOTION
 JK0346
 JK0346  HISTORY     - Date     Condition        Report By
 JK0346  HISTORY     - 1952     MONUMENTED       CGS
 JK0346
 JK0346                          STATION DESCRIPTION
 JK0346
 JK0346'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JK0346'1 MI N FROM VICTOR.
 JK0346'0.3 MILE NORTH ALONG STATE HIGHWAY 67 FROM THE GRADE SCHOOL AT VICTOR,
 JK0346'THENCE 0.75 MILE NORTH ALONG STATE HIGHWAY 268, 0.1 MILE SOUTH OF
 JK0346'A HOUSE, 60 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET
 JK0346'SOUTH OF THE CENTER LINE OF A TRACK ROAD LEADING WEST, 3 FEET
 JK0346'NORTHWEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 JK0346'WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0032 ***********************************************************************
 JL0032  DESIGNATION -  K 339
 JL0032  PID         -  JL0032
 JL0032  STATE/COUNTY-  CO/CHAFFEE
 JL0032  USGS QUAD   -  BUENA VISTA WEST (1994)
 JL0032
 JL0032                         *CURRENT SURVEY CONTROL
 JL0032  ___________________________________________________________________
 JL0032* NAD 83(1986)-  38 51 19.     (N)    106 08 16.     (W)     SCALED    
 JL0032* NAVD 88     -      2443.182  (meters)    8015.67   (feet)  ADJUSTED  
 JL0032  ___________________________________________________________________
 JL0032  GEOID HEIGHT-         -13.93  (meters)                     GEOID03
 JL0032  DYNAMIC HT  -        2440.144 (meters)    8005.71  (feet)  COMP
 JL0032  MODELED GRAV-     979,296.7   (mgal)                       NAVD 88
 JL0032
 JL0032  VERT ORDER  -  FIRST     CLASS II
 JL0032
 JL0032.The horizontal coordinates were scaled from a topographic map and have
 JL0032.an estimated accuracy of +/- 6 seconds.
 JL0032
 JL0032.The orthometric height was determined by differential leveling
 JL0032.and adjusted by the National Geodetic Survey in June 1991..
 JL0032
 JL0032.The geoid height was determined by GEOID03.
 JL0032
 JL0032.The dynamic height is computed by dividing the NAVD 88
 JL0032.geopotential number by the normal gravity value computed on the
 JL0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0032.degrees latitude (g = 980.6199 gals.).
 JL0032
 JL0032.The modeled gravity was interpolated from observed gravity values.
 JL0032
 JL0032;                    North         East    Units  Estimated Accuracy
 JL0032;SPC CO C     -   418,440.      859,050.      MT  (+/- 180 meters Scaled)
 JL0032
 JL0032                          SUPERSEDED SURVEY CONTROL
 JL0032
 JL0032  NGVD 29 (??/??/92) 2441.658  (m)         8010.67   (f) ADJ UNCH    1 2
 JL0032
 JL0032.Superseded values are not recommended for survey control.
 JL0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0032.See file dsdata.txt to determine how the superseded data were derived.
 JL0032
 JL0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD012013(NAD 83)
 JL0032_MARKER: DB = BENCH MARK DISK
 JL0032_SETTING: 66 = SET IN ROCK OUTCROP
 JL0032_SP_SET: ROCK OUTCROP
 JL0032_STAMPING: K 339 1953
 JL0032_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0032+STABILITY: POSITION/ELEVATION WELL
 JL0032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0032+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2004
 JL0032
 JL0032  HISTORY     - Date     Condition        Report By
 JL0032  HISTORY     - 1953     MONUMENTED       CGS
 JL0032  HISTORY     - 20040527 GOOD             GEOCAC
 JL0032
 JL0032                          STATION DESCRIPTION
 JL0032
 JL0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JL0032'1.0 MI NW FROM BUENA VISTA.
 JL0032'1.0 MILE NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0032'FROM THE STATION AT BUENA VISTA, 59 FEET SOUTHWEST OF THE SOUTHWEST
 JL0032'RAIL, 1.8 FEET SOUTHWEST OF A FENCE, 2 FEET ABOVE THE GROUND, SET IN
 JL0032'THE TOP OF A 4X6 FOOT GRANITE OUTCROP.
 JL0032
 JL0032                          STATION RECOVERY (2004)
 JL0032
 JL0032'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 JL0032'FOUND IN GOOD CONDITION UNDER SMALL EVERGREEN TREE.  HANDHELD GPS
 JL0032'COORDINATES N38 51 19.0, W106 08 15.7.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0612 ***********************************************************************
 JK0612  DESIGNATION -  K 34
 JK0612  PID         -  JK0612
 JK0612  STATE/COUNTY-  CO/SAGUACHE
 JK0612  USGS QUAD   -  VILLA GROVE (1979)
 JK0612
 JK0612                         *CURRENT SURVEY CONTROL
 JK0612  ___________________________________________________________________
 JK0612* NAD 83(1986)-  38 10 32.     (N)    105 55 38.     (W)     SCALED    
 JK0612* NAVD 88     -      2368.408  (meters)    7770.35   (feet)  ADJUSTED  
 JK0612  ___________________________________________________________________
 JK0612  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 JK0612  DYNAMIC HT  -        2365.409 (meters)    7760.51  (feet)  COMP
 JK0612  MODELED GRAV-     979,277.9   (mgal)                       NAVD 88
 JK0612
 JK0612  VERT ORDER  -  FIRST     CLASS II
 JK0612
 JK0612.The horizontal coordinates were scaled from a topographic map and have
 JK0612.an estimated accuracy of +/- 6 seconds.
 JK0612
 JK0612.The orthometric height was determined by differential leveling
 JK0612.and adjusted by the National Geodetic Survey in June 1991..
 JK0612
 JK0612.The geoid height was determined by GEOID03.
 JK0612
 JK0612.The dynamic height is computed by dividing the NAVD 88
 JK0612.geopotential number by the normal gravity value computed on the
 JK0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0612.degrees latitude (g = 980.6199 gals.).
 JK0612
 JK0612.The modeled gravity was interpolated from observed gravity values.
 JK0612
 JK0612;                    North         East    Units  Estimated Accuracy
 JK0612;SPC CO S     -   472,350.      876,970.      MT  (+/- 180 meters Scaled)
 JK0612
 JK0612                          SUPERSEDED SURVEY CONTROL
 JK0612
 JK0612  NGVD 29 (??/??/92) 2367.037  (m)         7765.85   (f) ADJ UNCH    1 2
 JK0612
 JK0612.Superseded values are not recommended for survey control.
 JK0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0612.See file dsdata.txt to determine how the superseded data were derived.
 JK0612
 JK0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC187257(NAD 83)
 JK0612_MARKER: DB = BENCH MARK DISK
 JK0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0612_STAMPING: 7765.854 K 34 1933
 JK0612_MARK LOGO: CGS   
 JK0612_PROJECTION: PROJECTING 10 CENTIMETERS
 JK0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0612+STABILITY: SURFACE MOTION
 JK0612
 JK0612  HISTORY     - Date     Condition        Report By
 JK0612  HISTORY     - 1933     MONUMENTED       CGS
 JK0612  HISTORY     - 1967     GOOD             USGS
 JK0612  HISTORY     - 1984     GOOD             NGS
 JK0612
 JK0612                          STATION DESCRIPTION
 JK0612
 JK0612'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JK0612'3.5 MI N FROM MINERAL HOT SPRINGS.
 JK0612'MINERAL HOT SPRINGS, SAGUACHE COUNTY, 0.45 MILES N.
 JK0612'OF ALONG PUBLIC ROAD (OLD U.S. HIGHWAY 285), WEST SIDE OF ROAD AND
 JK0612'21 FT. E. OF THE CENTER LINE OF OLD RAILROAD GRADE AND 400 FT. N.
 JK0612'OF E-W FENCE CROSSING ON OLD RAILROAD GRADE. A STANDARD DISK IN A
 JK0612'CONCRETE POST, STAMPED 7765.854 K 34 1933, PROJECTING 0.5 FT.
 JK0612'ABOVE GROUND.
 JK0612
 JK0612                          STATION RECOVERY (1984)
 JK0612
 JK0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0612'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.2 KM (0.1
 JK0612'MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE IN VILLA
 JK0612'GROVE, THENCE 8.2 KM (5.1 MI) SOUTHEASTERLY ALONG COUNTY ROAD 58 EE,
 JK0612'34.6 M (113.5 FT) WEST OF THE CENTER OF THE ROAD, AND 6.4 M (21.0 FT)
 JK0612'EAST OF THE CENTER OF AN OLD RAILROAD GRADE.
 JK0612'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JK0612'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0596 ***********************************************************************
 JK0596  DESIGNATION -  K 340
 JK0596  PID         -  JK0596
 JK0596  STATE/COUNTY-  CO/FREMONT
 JK0596  USGS QUAD   -  HOWARD (1994)
 JK0596
 JK0596                         *CURRENT SURVEY CONTROL
 JK0596  ___________________________________________________________________
 JK0596* NAD 83(1986)-  38 27 50.     (N)    105 50 52.     (W)     SCALED    
 JK0596* NAVD 88     -      2049.469  (meters)    6723.97   (feet)  ADJUSTED  
 JK0596  ___________________________________________________________________
 JK0596  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 JK0596  DYNAMIC HT  -        2047.030 (meters)    6715.96  (feet)  COMP
 JK0596  MODELED GRAV-     979,366.0   (mgal)                       NAVD 88
 JK0596
 JK0596  VERT ORDER  -  FIRST     CLASS II
 JK0596
 JK0596.The horizontal coordinates were scaled from a topographic map and have
 JK0596.an estimated accuracy of +/- 6 seconds.
 JK0596
 JK0596.The orthometric height was determined by differential leveling
 JK0596.and adjusted by the National Geodetic Survey in June 1991..
 JK0596
 JK0596.The geoid height was determined by GEOID03.
 JK0596
 JK0596.The dynamic height is computed by dividing the NAVD 88
 JK0596.geopotential number by the normal gravity value computed on the
 JK0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0596.degrees latitude (g = 980.6199 gals.).
 JK0596
 JK0596.The modeled gravity was interpolated from observed gravity values.
 JK0596
 JK0596;                    North         East    Units  Estimated Accuracy
 JK0596;SPC CO C     -   374,860.      884,050.      MT  (+/- 180 meters Scaled)
 JK0596
 JK0596                          SUPERSEDED SURVEY CONTROL
 JK0596
 JK0596  NGVD 29 (??/??/92) 2048.119  (m)         6719.54   (f) ADJ UNCH    1 2
 JK0596
 JK0596.Superseded values are not recommended for survey control.
 JK0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0596.See file dsdata.txt to determine how the superseded data were derived.
 JK0596
 JK0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC260576(NAD 83)
 JK0596_MARKER: DB = BENCH MARK DISK
 JK0596_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JK0596_SP_SET: RETAINING WALL
 JK0596_STAMPING: K 340 1953
 JK0596_MARK LOGO: CGS   
 JK0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0596+STABILITY: SURFACE MOTION
 JK0596
 JK0596  HISTORY     - Date     Condition        Report By
 JK0596  HISTORY     - 1953     MONUMENTED       CGS
 JK0596  HISTORY     - 1953     GOOD             NGS
 JK0596  HISTORY     - 1979     GOOD             USGS
 JK0596  HISTORY     - 1984     GOOD             NGS
 JK0596
 JK0596                          STATION DESCRIPTION
 JK0596
 JK0596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0596'1.35 MI NW FROM HOWARD.
 JK0596'1.35 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0596'RAILROAD FROM THE STATION AT HOWARD, 6.7 FEET NORTH OF THE NORTH
 JK0596'RAIL, 4.4 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE
 JK0596'NORTH END OF THE CONCRETE BASE OF EAST ABUTMENT OF CONCRETE BRIDGE
 JK0596'204.72,3.3 FEET BELOW THE TOP OF THE ABUTMENT.
 JK0596
 JK0596                          STATION RECOVERY (1979)
 JK0596
 JK0596'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JK0596'1.35 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0596'FROM HOWARD, 6.7 FEET NORTH OF THE NORTH RAIL, 4.4 FEET BELOW THE TOP
 JK0596'OF THE RAILS, SET IN THE TOP OF THE NORTH END OF THE CONCRETE BASE OF
 JK0596'EAST ABUTMENT OF CONCRETE BRIDGE 204.72. 3.3 FEET BELOW THE TOP OF
 JK0596'THE ABUTMENT.
 JK0596
 JK0596                          STATION RECOVERY (1984)
 JK0596
 JK0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0596'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  15.7 KM (9.75
 JK0596'MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS SOUTH JUNCTION WITH U.S.
 JK0596'HIGHWAY 285 IN PONCHA SPRINGS, THENCE 0.3 KM (0.2 MI) EAST ALONG A
 JK0596'DIRT ROAD, THENCE 7.1 KM (4.4 MI) EASTERLY ALONG THE DENVER AND RIO
 JK0596'GRANDE WESTERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0492 ***********************************************************************
 JK0492  DESIGNATION -  K 341
 JK0492  PID         -  JK0492
 JK0492  STATE/COUNTY-  CO/FREMONT
 JK0492  USGS QUAD   -  CANON CITY (1976)
 JK0492
 JK0492                         *CURRENT SURVEY CONTROL
 JK0492  ___________________________________________________________________
 JK0492* NAD 83(1992)-  38 26 51.14093(N)    105 12 23.73702(W)     ADJUSTED  
 JK0492* NAVD 88     -      1619.151  (meters)    5312.16   (feet)  ADJUSTED  
 JK0492  ___________________________________________________________________
 JK0492  X           -  -1,312,274.310 (meters)                     COMP
 JK0492  Y           -  -4,827,775.959 (meters)                     COMP
 JK0492  Z           -   3,945,466.787 (meters)                     COMP
 JK0492  LAPLACE CORR-          -8.86  (seconds)                    DEFLEC99
 JK0492  ELLIP HEIGHT-        1602.65  (meters)          (12/03/02) GPS OBS
 JK0492  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 JK0492  DYNAMIC HT  -        1617.380 (meters)    5306.35  (feet)  COMP
 JK0492  MODELED GRAV-     979,478.9   (mgal)                       NAVD 88
 JK0492
 JK0492  HORZ ORDER  -  FIRST
 JK0492  VERT ORDER  -  FIRST     CLASS II
 JK0492  ELLP ORDER  -  FOURTH    CLASS II
 JK0492
 JK0492.The horizontal coordinates were established by GPS observations
 JK0492.and adjusted by the National Geodetic Survey in September 1994..
 JK0492
 JK0492.The orthometric height was determined by differential leveling
 JK0492.and adjusted by the National Geodetic Survey in June 1991..
 JK0492
 JK0492.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK0492
 JK0492.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0492
 JK0492.The ellipsoidal height was determined by GPS observations
 JK0492.and is referenced to NAD 83.
 JK0492
 JK0492.The geoid height was determined by GEOID03.
 JK0492
 JK0492.The dynamic height is computed by dividing the NAVD 88
 JK0492.geopotential number by the normal gravity value computed on the
 JK0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0492.degrees latitude (g = 980.6199 gals.).
 JK0492
 JK0492.The modeled gravity was interpolated from observed gravity values.
 JK0492
 JK0492;                    North         East     Units Scale Factor Converg.
 JK0492;SPC CO C     -   373,023.738   940,015.001   MT  1.00000048   +0 11 06.2
 JK0492;SPC CO C     - 1,223,828.71  3,084,032.55   sFT  1.00000048   +0 11 06.2
 JK0492;UTM  13      - 4,255,492.524   481,972.408   MT  0.99960400   -0 07 42.5
 JK0492
 JK0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0492!SPC CO C     -   0.99974860  x   1.00000048  =   0.99974908
 JK0492!UTM  13      -   0.99974860  x   0.99960400  =   0.99935270
 JK0492
 JK0492                          SUPERSEDED SURVEY CONTROL
 JK0492
 JK0492  ELLIP H (09/12/94) 1602.66   (m)                       GP(       ) 4 1
 JK0492  NGVD 29 (??/??/92) 1618.141  (m)         5308.85   (f) ADJ UNCH    1 2
 JK0492
 JK0492.Superseded values are not recommended for survey control.
 JK0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0492.See file dsdata.txt to determine how the superseded data were derived.
 JK0492
 JK0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC8197255493(NAD 83)
 JK0492_MARKER: DB = BENCH MARK DISK
 JK0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0492_SP_SET: CONCRETE POST
 JK0492_STAMPING: K 341 1953
 JK0492_MARK LOGO: CGS   
 JK0492_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0492+STABILITY: SURFACE MOTION
 JK0492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0492+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1994
 JK0492
 JK0492  HISTORY     - Date     Condition        Report By
 JK0492  HISTORY     - 1953     MONUMENTED       CGS
 JK0492  HISTORY     - 1984     GOOD             NGS
 JK0492  HISTORY     - 19940312 GOOD             MSAM
 JK0492
 JK0492                          STATION DESCRIPTION
 JK0492
 JK0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0492'1.7 MI SE FROM CANON CITY.
 JK0492'1.7 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0492'FROM THE STATION AT CANON CITY, AT A ROAD CROSSING, 44 FEET SOUTH
 JK0492'OF THE SOUTH RAIL, 80 FEET EAST OF THE CENTER LINE OF REYNOLDS ROAD,
 JK0492'55 FEET EAST OF A FENCE CORNER, 20 FEET SOUTHWEST OF A TELEPHONE
 JK0492'POLE, 49.5 FEET WEST OF AN 8 INCH BLACK WALNUT TREE, 2.7 FEET NORTH
 JK0492'OF A FENCE, 1.8 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 JK0492'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 JK0492
 JK0492                          STATION RECOVERY (1984)
 JK0492
 JK0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0492'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS--2.5 KM (1.55
 JK0492'MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH STATE
 JK0492'HIGHWAY 115 IN CANON CITY.  ADD--0.3 M (1.0 FT) NORTH OF A WITNESS
 JK0492'POST.  NOTE--THE TELEPONE POLE MENTIONED IN THE DESCRIPTION IS NUMBER
 JK0492'L 26 M.
 JK0492
 JK0492                          STATION RECOVERY (1994)
 JK0492
 JK0492'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1994 (KCH)
 JK0492'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0084 ***********************************************************************
 JK0084  DESIGNATION -  K 342
 JK0084  PID         -  JK0084
 JK0084  STATE/COUNTY-  CO/PUEBLO
 JK0084  USGS QUAD   -  NORTHWEST PUEBLO (1994)
 JK0084
 JK0084                         *CURRENT SURVEY CONTROL
 JK0084  ___________________________________________________________________
 JK0084* NAD 83(1986)-  38 15 58.     (N)    104 40 37.     (W)     SCALED    
 JK0084* NAVD 88     -      1434.980  (meters)    4707.93   (feet)  ADJUSTED  
 JK0084  ___________________________________________________________________
 JK0084  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 JK0084  DYNAMIC HT  -        1433.474 (meters)    4702.99  (feet)  COMP
 JK0084  MODELED GRAV-     979,529.7   (mgal)                       NAVD 88
 JK0084
 JK0084  VERT ORDER  -  FIRST     CLASS II
 JK0084
 JK0084.The horizontal coordinates were scaled from a topographic map and have
 JK0084.an estimated accuracy of +/- 6 seconds.
 JK0084
 JK0084.The orthometric height was determined by differential leveling
 JK0084.and adjusted by the National Geodetic Survey in June 1991..
 JK0084
 JK0084.The geoid height was determined by GEOID03.
 JK0084
 JK0084.The dynamic height is computed by dividing the NAVD 88
 JK0084.geopotential number by the normal gravity value computed on the
 JK0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0084.degrees latitude (g = 980.6199 gals.).
 JK0084
 JK0084.The modeled gravity was interpolated from observed gravity values.
 JK0084
 JK0084;                    North         East    Units  Estimated Accuracy
 JK0084;SPC CO S     -   482,630.      986,430.      MT  (+/- 180 meters Scaled)
 JK0084
 JK0084                          SUPERSEDED SURVEY CONTROL
 JK0084
 JK0084  NGVD 29 (??/??/92) 1434.100  (m)         4705.04   (f) ADJ UNCH    1 2
 JK0084
 JK0084.Superseded values are not recommended for survey control.
 JK0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0084.See file dsdata.txt to determine how the superseded data were derived.
 JK0084
 JK0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC282353(NAD 83)
 JK0084_MARKER: DB = BENCH MARK DISK
 JK0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0084_STAMPING: K 342 1953
 JK0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0084+STABILITY: SURFACE MOTION
 JK0084
 JK0084  HISTORY     - Date     Condition        Report By
 JK0084  HISTORY     - 1953     MONUMENTED       CGS
 JK0084
 JK0084                          STATION DESCRIPTION
 JK0084
 JK0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0084'3.8 MI W FROM PUEBLO.
 JK0084'3.85 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0084'FROM THE STATION AT PUEBLO, AT A PRIVATE ROAD CROSSING, 2 POLES
 JK0084'EAST OF MILEPOST 123, 63 FEET NORTH OF A TELEPHONE POLE, 24.5
 JK0084'FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 22.2 FEET
 JK0084'NORTHEAST OF A RAILROAD PROPERY SIGN, 10 FEET EAST OF THE
 JK0084'CENTER LINE OF A PRIVATE DIRT ROAD, 4.5 FEET SOUTH OF A FENCE,
 JK0084'2.5 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 JK0084'CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0151 ***********************************************************************
 JK0151  DESIGNATION -  K 347
 JK0151  PID         -  JK0151
 JK0151  STATE/COUNTY-  CO/EL PASO
 JK0151  USGS QUAD   -  PIKEVIEW (1994)
 JK0151
 JK0151                         *CURRENT SURVEY CONTROL
 JK0151  ___________________________________________________________________
 JK0151* NAD 83(1986)-  38 53 57.     (N)    104 49 30.     (W)     SCALED    
 JK0151* NAVD 88     -      1888.230  (meters)    6194.97   (feet)  ADJUSTED  
 JK0151  ___________________________________________________________________
 JK0151  GEOID HEIGHT-         -16.74  (meters)                     GEOID03
 JK0151  DYNAMIC HT  -        1886.157 (meters)    6188.17  (feet)  COMP
 JK0151  MODELED GRAV-     979,463.3   (mgal)                       NAVD 88
 JK0151
 JK0151  VERT ORDER  -  FIRST     CLASS II
 JK0151
 JK0151.The horizontal coordinates were scaled from a topographic map and have
 JK0151.an estimated accuracy of +/- 6 seconds.
 JK0151
 JK0151.The orthometric height was determined by differential leveling
 JK0151.and adjusted by the National Geodetic Survey in June 1991..
 JK0151.WARNING-Repeat measurements at this control monument indicate possible
 JK0151.vertical movement.
 JK0151
 JK0151.The geoid height was determined by GEOID03.
 JK0151
 JK0151.The dynamic height is computed by dividing the NAVD 88
 JK0151.geopotential number by the normal gravity value computed on the
 JK0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0151.degrees latitude (g = 980.6199 gals.).
 JK0151
 JK0151.The modeled gravity was interpolated from observed gravity values.
 JK0151
 JK0151;                    North         East    Units  Estimated Accuracy
 JK0151;SPC CO C     -   423,330.      972,950.      MT  (+/- 180 meters Scaled)
 JK0151
 JK0151                          SUPERSEDED SURVEY CONTROL
 JK0151
 JK0151  NGVD 29 (??/??/92) 1887.122  (m)         6191.33   (f) ADJ UNCH    1 2
 JK0151
 JK0151.Superseded values are not recommended for survey control.
 JK0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0151.See file dsdata.txt to determine how the superseded data were derived.
 JK0151
 JK0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED151056(NAD 83)
 JK0151_MARKER: DB = BENCH MARK DISK
 JK0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0151_STAMPING: K 347 1953
 JK0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0151+STABILITY: SURFACE MOTION
 JK0151
 JK0151  HISTORY     - Date     Condition        Report By
 JK0151  HISTORY     - 1953     MONUMENTED       CGS
 JK0151  HISTORY     - 1975     GOOD             NGS
 JK0151  HISTORY     - 19960808 MARK NOT FOUND   USPSQD
 JK0151  HISTORY     - 20010829 MARK NOT FOUND   USPSQD
 JK0151
 JK0151                          STATION DESCRIPTION
 JK0151
 JK0151'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 JK0151'4.6 MI N FROM COLORADO SPRINGS.
 JK0151'4.6 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0151'FROM THE STATION AT COLORADO SPRINGS, 55.6 FEET NORTHEAST OF THE
 JK0151'CENTER OF A GRAVELED ROAD CROSSING, 47 FEET WEST OF THE CENTER LINE
 JK0151'OF A GRAVELED ROAD, 37.2 FEET EAST OF THE EAST RAIL 2.5 FEET SOUTH
 JK0151'OF A FENCE, 2.4 FEET EAST OF A WITNESS POST, SET IN THE TOP OF A
 JK0151'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.  NOTE--
 JK0151'DESCRIPTION IS ADEQUATE EXCEPT -- 55.6 FEET NE OF CENTER OF GRAVEL
 JK0151'ROAD CROSSING SHOULD READ ABOVE 900 FEET N. OF GARDEN GODS ROAD AND
 JK0151'47 FEET WEST OF NORTH CASCADE AVENUE.
 JK0151
 JK0151                          STATION RECOVERY (1996)
 JK0151
 JK0151'RECOVERY NOTE BY US POWER SQUADRON 1996
 JK0151'MARK NOT FOUND.
 JK0151
 JK0151                          STATION RECOVERY (2001)
 JK0151
 JK0151'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 JK0151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0202 ***********************************************************************
 JK0202  DESIGNATION -  K 348
 JK0202  PID         -  JK0202
 JK0202  STATE/COUNTY-  CO/EL PASO
 JK0202  USGS QUAD   -  BUTTES (1994)
 JK0202
 JK0202                         *CURRENT SURVEY CONTROL
 JK0202  ___________________________________________________________________
 JK0202* NAD 83(1986)-  38 35 10.     (N)    104 39 58.     (W)     SCALED    
 JK0202* NAVD 88     -      1624.852  (meters)    5330.87   (feet)  ADJUSTED  
 JK0202  ___________________________________________________________________
 JK0202  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 JK0202  DYNAMIC HT  -        1623.126 (meters)    5325.21  (feet)  COMP
 JK0202  MODELED GRAV-     979,509.0   (mgal)                       NAVD 88
 JK0202
 JK0202  VERT ORDER  -  FIRST     CLASS II
 JK0202
 JK0202.The horizontal coordinates were scaled from a topographic map and have
 JK0202.an estimated accuracy of +/- 6 seconds.
 JK0202
 JK0202.The orthometric height was determined by differential leveling
 JK0202.and adjusted by the National Geodetic Survey in June 1991..
 JK0202
 JK0202.The geoid height was determined by GEOID03.
 JK0202
 JK0202.The dynamic height is computed by dividing the NAVD 88
 JK0202.geopotential number by the normal gravity value computed on the
 JK0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0202.degrees latitude (g = 980.6199 gals.).
 JK0202
 JK0202.The modeled gravity was interpolated from observed gravity values.
 JK0202
 JK0202;                    North         East    Units  Estimated Accuracy
 JK0202;SPC CO C     -   388,700.      987,060.      MT  (+/- 180 meters Scaled)
 JK0202
 JK0202                          SUPERSEDED SURVEY CONTROL
 JK0202
 JK0202  NGVD 29 (??/??/92) 1623.880  (m)         5327.68   (f) ADJ UNCH    1 2
 JK0202
 JK0202.Superseded values are not recommended for survey control.
 JK0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0202.See file dsdata.txt to determine how the superseded data were derived.
 JK0202
 JK0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC290709(NAD 83)
 JK0202_MARKER: DB = BENCH MARK DISK
 JK0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0202_STAMPING: K 348 1953
 JK0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0202+STABILITY: SURFACE MOTION
 JK0202
 JK0202  HISTORY     - Date     Condition        Report By
 JK0202  HISTORY     - 1953     MONUMENTED       CGS
 JK0202  HISTORY     - 1954     GOOD             NGS
 JK0202  HISTORY     - 1983     MARK NOT FOUND   NGS
 JK0202
 JK0202                          STATION DESCRIPTION
 JK0202
 JK0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JK0202'7.2 MI SE FROM FOUNTAIN.
 JK0202'7.2 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0202'FROM THE STATION AT FOUNTAIN, 42 FEET EAST OF THE CENTER OF A
 JK0202'GRAVELED ROAD CROSSING, 30.5 FEET NORTHEAST OF THE NORTHEAST RAIL,
 JK0202'21 FEET SOUTHEAST OF A TELEPHONE POLE, 8.4 FEET NORTH OF BENCH MARK
 JK0202'5330 (U.S.G.S.), 7.7 FEET NORTHEAST OF A WITNESS POST, SET IN THE
 JK0202'TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 JK0202
 JK0202                          STATION RECOVERY (1983)
 JK0202
 JK0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JK0202'THERE HAS BEEN HEAVY CONSTRUCTION IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0019 ***********************************************************************
 JK0019  DESIGNATION -  K 349
 JK0019  PID         -  JK0019
 JK0019  STATE/COUNTY-  CO/PUEBLO
 JK0019  USGS QUAD   -  DEVINE (1974)
 JK0019
 JK0019                         *CURRENT SURVEY CONTROL
 JK0019  ___________________________________________________________________
 JK0019* NAD 83(1992)-  38 16 59.56990(N)    104 29 55.34766(W)     ADJUSTED  
 JK0019* NAVD 88     -      1416.463  (meters)    4647.18   (feet)  ADJUSTED  
 JK0019  ___________________________________________________________________
 JK0019  LAPLACE CORR-          -5.96  (seconds)                    DEFLEC99
 JK0019  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 JK0019  DYNAMIC HT  -        1415.000 (meters)    4642.38  (feet)  COMP
 JK0019  MODELED GRAV-     979,547.3   (mgal)                       NAVD 88
 JK0019
 JK0019  HORZ ORDER  -  THIRD
 JK0019  VERT ORDER  -  FIRST     CLASS II
 JK0019
 JK0019.This mark is at Pueblo Mem Airport (PUB)
 JK0019
 JK0019.The horizontal coordinates were established by classical geodetic methods
 JK0019.and adjusted by the National Geodetic Survey in January 1993..
 JK0019
 JK0019.The orthometric height was determined by differential leveling
 JK0019.and adjusted by the National Geodetic Survey in June 1991..
 JK0019
 JK0019.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0019
 JK0019.The geoid height was determined by GEOID03.
 JK0019
 JK0019.The dynamic height is computed by dividing the NAVD 88
 JK0019.geopotential number by the normal gravity value computed on the
 JK0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0019.degrees latitude (g = 980.6199 gals.).
 JK0019
 JK0019.The modeled gravity was interpolated from observed gravity values.
 JK0019
 JK0019;                    North         East     Units Scale Factor Converg.
 JK0019;SPC CO S     -   484,684.793 1,002,004.721   MT  0.99997605   +0 36 51.0
 JK0019;SPC CO S     - 1,590,170.03  3,287,410.49   sFT  0.99997605   +0 36 51.0
 JK0019;UTM  13      - 4,237,357.773   543,842.456   MT  0.99962367   +0 18 38.1
 JK0019
 JK0019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0019!SPC CO S     -   0.99978087  x   0.99997605  =   0.99975692
 JK0019!UTM  13      -   0.99978087  x   0.99962367  =   0.99940462
 JK0019
 JK0019:                Primary Azimuth Mark                     Grid Az
 JK0019:SPC CO S     -  DEVINE                                   058 01 22.7
 JK0019:UTM  13      -  DEVINE                                   058 19 35.6
 JK0019
 JK0019|---------------------------------------------------------------------|
 JK0019| PID    Reference Object                     Distance      Geod. Az  |
 JK0019|                                                           dddmmss.s |
 JK0019| JK1091 DEVINE                              APPROX. 4.3 KM 0583813.7 |
 JK0019|---------------------------------------------------------------------|
 JK0019
 JK0019                          SUPERSEDED SURVEY CONTROL
 JK0019
 JK0019  NAD 83(1986)-  38 16 59.55675(N)    104 29 55.34388(W) AD(       ) 3
 JK0019  NAD 27      -  38 16 59.55239(N)    104 29 53.44467(W) AD(       ) 3
 JK0019  NGVD 29 (??/??/92) 1415.635  (m)         4644.46   (f) ADJ UNCH    1 2
 JK0019
 JK0019.Superseded values are not recommended for survey control.
 JK0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0019.See file dsdata.txt to determine how the superseded data were derived.
 JK0019
 JK0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC4384237358(NAD 83)
 JK0019_MARKER: DB = BENCH MARK DISK
 JK0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0019_STAMPING: K 349 1953
 JK0019_MARK LOGO: CGS   
 JK0019_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0019+STABILITY: SURFACE MOTION
 JK0019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0019+SATELLITE: SATELLITE OBSERVATIONS - January 04, 1996
 JK0019
 JK0019  HISTORY     - Date     Condition        Report By
 JK0019  HISTORY     - 1953     MONUMENTED       CGS
 JK0019  HISTORY     - 1954     GOOD             USGS
 JK0019  HISTORY     - 1985     MARK NOT FOUND   NGS
 JK0019  HISTORY     - 19960104 GOOD             CODOT
 JK0019
 JK0019                          STATION DESCRIPTION
 JK0019
 JK0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0019'6.4 MI NE FROM PUEBLO.
 JK0019'5.6 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 JK0019'FROM THE UNION STATION AT PUEBLO, THENCE 0.6 MILE NORTH ALONG AN
 JK0019'OILED ROAD, THENCE 0.15 MILE WEST TO THE WEST ONE OF 4 HANGARS AT
 JK0019'THE PUEBLO MUNICIPAL AIRPORT, 40.3 FEET NORTHEAST OF THE NORTHEAST
 JK0019'CORNER OF THE HANGAR, 16.2 FEET NORTHWEST OF A FIRE HYDRANT, 22.5
 JK0019'FEET EAST OF THE CENTER LINE OF AN OILED STREET, SET IN THE TOP OF
 JK0019'A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
 JK0019
 JK0019                          STATION RECOVERY (1954)
 JK0019
 JK0019'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JK0019'STATION MARK--STANDARD USC AND GS BENCH MARK DISK, STAMPED ---K-349
 JK0019'1953---, AND SET IN TOP OF ROUND CONCRETE POST, PROJECTING ABOUT
 JK0019'0.5 FT. ABOVE GROUND.
 JK0019
 JK0019                          STATION RECOVERY (1985)
 JK0019
 JK0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JK0019'MARK NOT FOUND.
 JK0019
 JK0019                          STATION RECOVERY (1996)
 JK0019
 JK0019'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (PGG)
 JK0019'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0342 ***********************************************************************
 HM0342  DESIGNATION -  K 35
 HM0342  PID         -  HM0342
 HM0342  STATE/COUNTY-  CO/LA PLATA
 HM0342  USGS QUAD   -  KLINE (1968)
 HM0342
 HM0342                         *CURRENT SURVEY CONTROL
 HM0342  ___________________________________________________________________
 HM0342* NAD 83(1986)-  37 13 44.     (N)    108 00 53.     (W)     SCALED    
 HM0342* NAVD 88     -      2360.891  (meters)    7745.69   (feet)  POSTED    
 HM0342  ___________________________________________________________________
 HM0342  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 HM0342  DYNAMIC HT  -        2357.770 (meters)    7735.45  (feet)  COMP
 HM0342  MODELED GRAV-     979,223.4   (mgal)                       NAVD 88
 HM0342
 HM0342  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HM0342
 HM0342.The horizontal coordinates were scaled from a topographic map and have
 HM0342.an estimated accuracy of +/- 6 seconds.
 HM0342
 HM0342.The orthometric height was determined by differential leveling
 HM0342.and adjusted by the National Geodetic Survey in 1992..
 HM0342.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HM0342.rate of 0.0 thru 1.0 mm/km.
 HM0342
 HM0342.The geoid height was determined by GEOID03.
 HM0342
 HM0342.The dynamic height is computed by dividing the NAVD 88
 HM0342.geopotential number by the normal gravity value computed on the
 HM0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0342.degrees latitude (g = 980.6199 gals.).
 HM0342
 HM0342.The modeled gravity was interpolated from observed gravity values.
 HM0342
 HM0342;                    North         East    Units  Estimated Accuracy
 HM0342;SPC CO S     -   370,200.      691,260.      MT  (+/- 180 meters Scaled)
 HM0342
 HM0342                          SUPERSEDED SURVEY CONTROL
 HM0342
 HM0342  NGVD 29 (??/??/92) 2359.613  (m)         7741.50   (f) ADJ UNCH    1 2
 HM0342
 HM0342.Superseded values are not recommended for survey control.
 HM0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0342.See file dsdata.txt to determine how the superseded data were derived.
 HM0342
 HM0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG648244(NAD 83)
 HM0342_MARKER: DB = BENCH MARK DISK
 HM0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0342_STAMPING: K-35-1934
 HM0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0342+STABILITY: SURFACE MOTION
 HM0342
 HM0342  HISTORY     - Date     Condition        Report By
 HM0342  HISTORY     - 1934     MONUMENTED       CGS
 HM0342  HISTORY     - 1969     GOOD             USGS
 HM0342
 HM0342                          STATION DESCRIPTION
 HM0342
 HM0342'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 HM0342'4.3 MI E FROM HESPERUS.
 HM0342'4.3 MI. E. ALONG RIO GRANDE AND SOUTHERN RR. FROM HESPERUS.  C.S.U.
 HM0342'SAN JUAN BASIN BRANCH AGRICULTURE EXPERIMENT STATION, 2.2 MI.
 HM0342'SOUTH-EAST OF ALONG TRACK ROAD, THENCE 0.5 MI. NORTH FROM ALONG OLD
 HM0342'RAILROAD GRADE.  15 FT. WEST OF OLD RAILROAD GRADS.  IN CONC. POST. A
 HM0342'STD. TABLET STAMPED K-35-1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0652 ***********************************************************************
 JK0652  DESIGNATION -  K 350 RESET
 JK0652  PID         -  JK0652
 JK0652  STATE/COUNTY-  CO/PARK
 JK0652  USGS QUAD   -  ANTERO RESERVOIR (1994)
 JK0652
 JK0652                         *CURRENT SURVEY CONTROL
 JK0652  ___________________________________________________________________
 JK0652* NAD 83(1986)-  38 56 08.     (N)    105 57 56.     (W)     SCALED    
 JK0652* NAVD 88     -      2781.96   (meters)    9127.1    (feet)  RESET     
 JK0652  ___________________________________________________________________
 JK0652  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 JK0652
 JK0652  VERT ORDER  -  THIRD
 JK0652
 JK0652.The horizontal coordinates were scaled from a topographic map and have
 JK0652.an estimated accuracy of +/- 6 seconds.
 JK0652
 JK0652.The orthometric height was computed from unverified reset data.
 JK0652
 JK0652.The geoid height was determined by GEOID03.
 JK0652
 JK0652;                    North         East    Units  Estimated Accuracy
 JK0652;SPC CO C     -   427,260.      874,040.      MT  (+/- 180 meters Scaled)
 JK0652
 JK0652                          SUPERSEDED SURVEY CONTROL
 JK0652
 JK0652.No superseded survey control is available for this station.
 JK0652
 JK0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD163100(NAD 83)
 JK0652_MARKER: DB = BENCH MARK DISK
 JK0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0652_STAMPING: K 350 RESET 1964
 JK0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0652+STABILITY: SURFACE MOTION
 JK0652
 JK0652  HISTORY     - Date     Condition        Report By
 JK0652  HISTORY     - 1964     MONUMENTED       CGS
 JK0652
 JK0652                          STATION DESCRIPTION
 JK0652
 JK0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 JK0652'1.2 MI N FROM ANTERO JUNCTION.
 JK0652'ABOUT 1.2 MILES NORTH ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION WITH
 JK0652'U. S. HIGHWAY 24 AT ANTERO JUNCTION, 99 FEET WEST OF THE CENTERLINE
 JK0652'OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0173 ***********************************************************************
 KK0173  DESIGNATION -  K 354
 KK0173  PID         -  KK0173
 KK0173  STATE/COUNTY-  CO/EL PASO
 KK0173  USGS QUAD   -  LARKSPUR (1994)
 KK0173
 KK0173                         *CURRENT SURVEY CONTROL
 KK0173  ___________________________________________________________________
 KK0173* NAD 83(1986)-  39 07 48.     (N)    104 54 16.     (W)     SCALED    
 KK0173* NAVD 88     -      2192.916  (meters)    7194.59   (feet)  ADJUSTED  
 KK0173  ___________________________________________________________________
 KK0173  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 KK0173  DYNAMIC HT  -        2190.467 (meters)    7186.56  (feet)  COMP
 KK0173  MODELED GRAV-     979,431.5   (mgal)                       NAVD 88
 KK0173
 KK0173  VERT ORDER  -  FIRST     CLASS II
 KK0173
 KK0173.The horizontal coordinates were scaled from a topographic map and have
 KK0173.an estimated accuracy of +/- 6 seconds.
 KK0173
 KK0173.The orthometric height was determined by differential leveling
 KK0173.and adjusted by the National Geodetic Survey in June 1991..
 KK0173
 KK0173.The geoid height was determined by GEOID03.
 KK0173
 KK0173.The dynamic height is computed by dividing the NAVD 88
 KK0173.geopotential number by the normal gravity value computed on the
 KK0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0173.degrees latitude (g = 980.6199 gals.).
 KK0173
 KK0173.The modeled gravity was interpolated from observed gravity values.
 KK0173
 KK0173;                    North         East    Units  Estimated Accuracy
 KK0173;SPC CO C     -   448,910.      965,890.      MT  (+/- 180 meters Scaled)
 KK0173
 KK0173                          SUPERSEDED SURVEY CONTROL
 KK0173
 KK0173  NGVD 29 (??/??/92) 2191.699  (m)         7190.60   (f) ADJ UNCH    1 2
 KK0173
 KK0173.Superseded values are not recommended for survey control.
 KK0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0173.See file dsdata.txt to determine how the superseded data were derived.
 KK0173
 KK0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED082312(NAD 83)
 KK0173_MARKER: DB = BENCH MARK DISK
 KK0173_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0173_SP_SET: CULVERT
 KK0173_STAMPING: K 354 1954
 KK0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0173
 KK0173  HISTORY     - Date     Condition        Report By
 KK0173  HISTORY     - 1954     MONUMENTED       CGS
 KK0173
 KK0173                          STATION DESCRIPTION
 KK0173
 KK0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK0173'0.3 MI N FROM PALMER LAKE.
 KK0173'0.3 MILE NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KK0173'FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 KK0173'PALMER LAKE, 14 FEET EAST OF THE EAST RAIL, SET IN THE TOP OF
 KK0173'THE SOUTH END OF THE EAST HEADWALL OF A CONCRETE PIPE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0467 ***********************************************************************
 KK0467  DESIGNATION -  K 355
 KK0467  PID         -  KK0467
 KK0467  STATE/COUNTY-  CO/ARAPAHOE
 KK0467  USGS QUAD   -  HIGHLANDS RANCH (1965)
 KK0467
 KK0467                         *CURRENT SURVEY CONTROL
 KK0467  ___________________________________________________________________
 KK0467* NAD 83(1986)-  39 35 26.     (N)    104 59 17.     (W)     SCALED    
 KK0467* NAVD 88     -      1680.534  (meters)    5513.55   (feet)  POSTED    
 KK0467  ___________________________________________________________________
 KK0467  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 KK0467  DYNAMIC HT  -        1678.880 (meters)    5508.13  (feet)  COMP
 KK0467  MODELED GRAV-     979,581.9   (mgal)                       NAVD 88
 KK0467
 KK0467  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0467
 KK0467.The horizontal coordinates were scaled from a topographic map and have
 KK0467.an estimated accuracy of +/- 6 seconds.
 KK0467
 KK0467.The orthometric height was determined by differential leveling
 KK0467.and adjusted by the National Geodetic Survey in 1992..
 KK0467.No vertical observational check was made to the station.
 KK0467.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0467.was located on a no-check spur therefore a value was not computed.
 KK0467
 KK0467.The geoid height was determined by GEOID03.
 KK0467
 KK0467.The dynamic height is computed by dividing the NAVD 88
 KK0467.geopotential number by the normal gravity value computed on the
 KK0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0467.degrees latitude (g = 980.6199 gals.).
 KK0467
 KK0467.The modeled gravity was interpolated from observed gravity values.
 KK0467
 KK0467;                    North         East    Units  Estimated Accuracy
 KK0467;SPC CO C     -   499,990.      958,380.      MT  (+/- 180 meters Scaled)
 KK0467
 KK0467                          SUPERSEDED SURVEY CONTROL
 KK0467
 KK0467  NGVD 29 (??/??/92) 1679.615  (m)         5510.54   (f) ADJ UNCH    1 2
 KK0467
 KK0467.Superseded values are not recommended for survey control.
 KK0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0467.See file dsdata.txt to determine how the superseded data were derived.
 KK0467
 KK0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED010823(NAD 83)
 KK0467_MARKER: DB = BENCH MARK DISK
 KK0467_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0467_SP_SET: BRIDGE
 KK0467_STAMPING: K 355 1954
 KK0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0467
 KK0467  HISTORY     - Date     Condition        Report By
 KK0467  HISTORY     - 1954     MONUMENTED       CGS
 KK0467  HISTORY     - 1955     GOOD             NGS
 KK0467
 KK0467                          STATION DESCRIPTION
 KK0467
 KK0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK0467'2.7 MI SE FROM LITTLETON.
 KK0467'0.8 MILE SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KK0467'THE STATION AT LITTLETON, THENCE 1.9 MILES EAST ALONG RIDGE ROAD
 KK0467'82 FEET SOUTHEAST OF THE CENTER OF AN INTERSECTION WITH A NORTH AND
 KK0467'SOUTH OILED ROAD, 18 FEET EAST OF THE CENTER LINE OF A NORTH AND
 KK0467'SOUTH OILED ROAD, SET IN THE TOP OF THE NORTHEAST END OF THE NORTHEAST
 KK0467'WINGWALL OF A CONCRETE BRIDGE OVER A CREEK.  NOTE-- RESET IN 1964.
 KK0467
 KK0467                          STATION RECOVERY (1955)
 KK0467
 KK0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0468 ***********************************************************************
 KK0468  DESIGNATION -  K 355 RESET
 KK0468  PID         -  KK0468
 KK0468  STATE/COUNTY-  CO/ARAPAHOE
 KK0468  USGS QUAD   -  HIGHLANDS RANCH (1965)
 KK0468
 KK0468                         *CURRENT SURVEY CONTROL
 KK0468  ___________________________________________________________________
 KK0468* NAD 83(1986)-  39 35 26.     (N)    104 59 17.     (W)     SCALED    
 KK0468* NAVD 88     -      1681.38   (+/-2cm)    5516.3    (feet)  VERTCON   
 KK0468  ___________________________________________________________________
 KK0468  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 KK0468
 KK0468  VERT ORDER  -  THIRD (See Below)
 KK0468
 KK0468.The horizontal coordinates were scaled from a topographic map and have
 KK0468.an estimated accuracy of +/- 6 seconds.
 KK0468
 KK0468.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK0468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK0468.The vertical order pertains to the NGVD 29 superseded value.
 KK0468
 KK0468.The geoid height was determined by GEOID03.
 KK0468
 KK0468;                    North         East    Units  Estimated Accuracy
 KK0468;SPC CO C     -   499,990.      958,380.      MT  (+/- 180 meters Scaled)
 KK0468
 KK0468                          SUPERSEDED SURVEY CONTROL
 KK0468
 KK0468  NGVD 29 (03/28/06) 1680.45   (m)         5513.3    (f) RESET       3  
 KK0468
 KK0468.Superseded values are not recommended for survey control.
 KK0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0468.See file dsdata.txt to determine how the superseded data were derived.
 KK0468
 KK0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED010823(NAD 83)
 KK0468_MARKER: DB = BENCH MARK DISK
 KK0468_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KK0468_STAMPING: K 355 RESET 1964
 KK0468_MARK LOGO: CGS   
 KK0468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0468+STABILITY: SURFACE MOTION
 KK0468
 KK0468  HISTORY     - Date     Condition        Report By
 KK0468  HISTORY     - 1964     MONUMENTED       CO-005
 KK0468  HISTORY     - 1966     GOOD             NGS
 KK0468  HISTORY     - 1983     GOOD             NGS
 KK0468
 KK0468                          STATION DESCRIPTION
 KK0468
 KK0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 KK0468'2.7 MI SE FROM LITTLETON.
 KK0468'0.8 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KK0468'FROM THE STATION AT LITTLETON, THENCE 1.9 MILES EAST ALONG RIDGE ROAD,
 KK0468'82 FEET SOUTHEAST OF THE CENTER OF AN INTERSECTION WITH A NORTH AND
 KK0468'SOUTH OILED ROAD, 18 FEET EAST OF THE CENTERLINE OF A NORTH AND
 KK0468'SOUTH OILED ROAD, AND SET IN THE TOP OF THE NORTHEAST END OF THE
 KK0468'NORTHEAST WINGWALL OF A CONCRETE BRIDGE OVER A CREEK.  THE RESET
 KK0468'BENCH MARK IS LOCATED IN THE SOUTHEAST WINGWALL OF THE BRIDGE CROSSING
 KK0468'THE HIGHLINE CANAL AT BROADWAY.
 KK0468
 KK0468                          STATION RECOVERY (1983)
 KK0468
 KK0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0468'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0341 ***********************************************************************
 LL0341  DESIGNATION -  K 356
 LL0341  PID         -  LL0341
 LL0341  STATE/COUNTY-  CO/WELD
 LL0341  USGS QUAD   -  COBB LAKE (1978)
 LL0341
 LL0341                         *CURRENT SURVEY CONTROL
 LL0341  ___________________________________________________________________
 LL0341* NAD 83(1986)-  40 42 41.     (N)    104 54 05.     (W)     SCALED    
 LL0341* NAVD 88     -      1664.564  (meters)    5461.16   (feet)  ADJUSTED  
 LL0341  ___________________________________________________________________
 LL0341  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 LL0341  DYNAMIC HT  -        1663.155 (meters)    5456.53  (feet)  COMP
 LL0341  MODELED GRAV-     979,719.6   (mgal)                       NAVD 88
 LL0341
 LL0341  VERT ORDER  -  FIRST     CLASS II
 LL0341
 LL0341.The horizontal coordinates were scaled from a topographic map and have
 LL0341.an estimated accuracy of +/- 6 seconds.
 LL0341
 LL0341.The orthometric height was determined by differential leveling
 LL0341.and adjusted by the National Geodetic Survey in June 1991..
 LL0341.WARNING-Repeat measurements at this control monument indicate possible
 LL0341.vertical movement.
 LL0341
 LL0341.The geoid height was determined by GEOID03.
 LL0341
 LL0341.The dynamic height is computed by dividing the NAVD 88
 LL0341.geopotential number by the normal gravity value computed on the
 LL0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0341.degrees latitude (g = 980.6199 gals.).
 LL0341
 LL0341.The modeled gravity was interpolated from observed gravity values.
 LL0341
 LL0341;                    North         East    Units  Estimated Accuracy
 LL0341;SPC CO N     -   457,980.      964,980.      MT  (+/- 180 meters Scaled)
 LL0341
 LL0341                          SUPERSEDED SURVEY CONTROL
 LL0341
 LL0341  NGVD 29 (??/??/??) 1663.672  (m)         5458.23   (f) ADJUSTED    1 2
 LL0341
 LL0341.Superseded values are not recommended for survey control.
 LL0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0341.See file dsdata.txt to determine how the superseded data were derived.
 LL0341
 LL0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF083067(NAD 83)
 LL0341_MARKER: DB = BENCH MARK DISK
 LL0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0341_STAMPING: K 356 1954
 LL0341_MARK LOGO: CGS   
 LL0341_PROJECTION: RECESSED 10 CENTIMETERS
 LL0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0341+STABILITY: SURFACE MOTION
 LL0341
 LL0341  HISTORY     - Date     Condition        Report By
 LL0341  HISTORY     - 1954     MONUMENTED       CGS
 LL0341  HISTORY     - 1983     GOOD             CGS
 LL0341  HISTORY     - 1984     GOOD             NGS
 LL0341
 LL0341                          STATION DESCRIPTION
 LL0341
 LL0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LL0341'6.4 MI W FROM NUNN.
 LL0341'0.3 MILE NORTHWEST ALONG U.S. HIGHWAY 85 FROM THE UNION PACIFIC
 LL0341'RAILROAD STATION AT NUNN, THENCE 6.1 MILES WEST ALONG A GRAVELED
 LL0341'ROAD, 0.25 MILE EAST OF A ROAD INTERSECTION, 33 FEET NORTH OF THE
 LL0341'CENTER LINE OF THE ROAD, 3 FEET NORTH OF A FENCE CORNER, 1.5 FEET
 LL0341'WEST OF A FENCE LEADING NORTH, 2 FEET SOUTH OF A WITNESS POST,
 LL0341'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE
 LL0341'THE GROUND.
 LL0341
 LL0341                          STATION RECOVERY (1983)
 LL0341
 LL0341'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1983
 LL0341'ADDITIONS DESC: THE FENCE LEADING NORTH IS GONE, A NEW WITNESS POST
 LL0341'WAS SET IN THE ORIGINAL LOCATION IN 1954, THE MARK IS 10.4 M (34 FT)
 LL0341'NORTH OF THE CENTER OF COUNTY ROAD 64, AND 0.9 M (3 FT) NORTH OF AN
 LL0341'IRON CORNER POST AT THE SIXTEEN LINE OF THE SECTION. THE DISK IS NOW
 LL0341'RECESSED IN 10 CM (4-IN) DUE TO BLOWING DIRT.
 LL0341
 LL0341                          STATION RECOVERY (1984)
 LL0341
 LL0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0341'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  8.4 KM
 LL0341'(5.2 MI) EAST ALONG COUNTY ROAD 64 FROM ITS JUNCTION WITH NORTH SIXTH
 LL0341'STREET IN WELLINGTON, 0.4 KM (0.25 MI) EAST OF THE CROSSING OF COUNTY
 LL0341'ROAD 17, 10.1 METERS (33.1 FT NORTH OF THE CENTER OF THE ROAD, AND
 LL0341'0.8 METER (2.6 FT) NORTH-NORTHWEST OF A 6 FOOT HIGH POST.
 LL0341'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 LL0341'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0110 ***********************************************************************
 KK0110  DESIGNATION -  K 357
 KK0110  PID         -  KK0110
 KK0110  STATE/COUNTY-  CO/ARAPAHOE
 KK0110  USGS QUAD   -  PEORIA (1978)
 KK0110
 KK0110                         *CURRENT SURVEY CONTROL
 KK0110  ___________________________________________________________________
 KK0110* NAD 83(1986)-  39 44 23.     (N)    104 06 41.     (W)     SCALED    
 KK0110* NAVD 88     -      1538.896  (meters)    5048.86   (feet)  ADJUSTED  
 KK0110  ___________________________________________________________________
 KK0110  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 KK0110  DYNAMIC HT  -        1537.510 (meters)    5044.31  (feet)  COMP
 KK0110  MODELED GRAV-     979,671.4   (mgal)                       NAVD 88
 KK0110
 KK0110  VERT ORDER  -  SECOND    CLASS 0
 KK0110
 KK0110.The horizontal coordinates were scaled from a topographic map and have
 KK0110.an estimated accuracy of +/- 6 seconds.
 KK0110
 KK0110.The orthometric height was determined by differential leveling
 KK0110.and adjusted by the National Geodetic Survey in June 1991..
 KK0110
 KK0110.The geoid height was determined by GEOID03.
 KK0110
 KK0110.The dynamic height is computed by dividing the NAVD 88
 KK0110.geopotential number by the normal gravity value computed on the
 KK0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0110.degrees latitude (g = 980.6199 gals.).
 KK0110
 KK0110.The modeled gravity was interpolated from observed gravity values.
 KK0110
 KK0110;                    North         East    Units  Estimated Accuracy
 KK0110;SPC CO C     -   517,340.    1,033,430.      MT  (+/- 180 meters Scaled)
 KK0110
 KK0110                          SUPERSEDED SURVEY CONTROL
 KK0110
 KK0110  NGVD 29 (??/??/92) 1538.085  (m)         5046.20   (f) ADJ UNCH    2 0
 KK0110
 KK0110.Superseded values are not recommended for survey control.
 KK0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0110.See file dsdata.txt to determine how the superseded data were derived.
 KK0110
 KK0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED761992(NAD 83)
 KK0110_MARKER: DB = BENCH MARK DISK
 KK0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0110_STAMPING: K 357 1954
 KK0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0110+STABILITY: SURFACE MOTION
 KK0110
 KK0110  HISTORY     - Date     Condition        Report By
 KK0110  HISTORY     - 1954     MONUMENTED       CGS
 KK0110
 KK0110                          STATION DESCRIPTION
 KK0110
 KK0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK0110'8.2 MI NE FROM BYERS.
 KK0110'0.5 MILE SOUTHEAST ALONG U.S. HIGHWAYS 40 AND 287 FROM THE UNION
 KK0110'PACIFIC RAILROAD STATION AT BYERS, THENCE 4.5 MILES EAST ALONG A
 KK0110'GRAVELED ROAD, THENCE 2.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 KK0110'1.2 MILES EAST ALONG U.S. HIGHWAY 36, AT THE NORTHWEST CORNER OF A
 KK0110'GROVE OF COTTONWOOD TREES, 215 FEET WEST OF THE NORTHWEST CORNER
 KK0110'OF THE MAIN RANCH HOUSE AT THE FLADER RANCH, 69 FEET SOUTH OF THE
 KK0110'CENTER LINE OF THE HIGHWAY, 36 FEET SOUTHEAST OF A FENCE CORNER,
 KK0110'27 FEET EAST OF A FENCE LEADING SOUTH, 20 FEET SOUTH OF A FENCE, 9
 KK0110'FEET EAST OF A COTTONWOOD TREE, 2 FEET EAST OF A WITNESS POST, SET
 KK0110'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE
 KK0110'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0421 ***********************************************************************
 LL0421  DESIGNATION -  K 358
 LL0421  PID         -  LL0421
 LL0421  STATE/COUNTY-  CO/LARIMER
 LL0421  USGS QUAD   -  BUCKEYE (1978)
 LL0421
 LL0421                         *CURRENT SURVEY CONTROL
 LL0421  ___________________________________________________________________
 LL0421* NAD 83(1986)-  40 46 10.     (N)    105 04 33.     (W)     SCALED    
 LL0421* NAVD 88     -      1657.661  (meters)    5438.51   (feet)  ADJUSTED  
 LL0421  ___________________________________________________________________
 LL0421  GEOID HEIGHT-         -15.48  (meters)                     GEOID03
 LL0421  DYNAMIC HT  -        1656.254 (meters)    5433.89  (feet)  COMP
 LL0421  MODELED GRAV-     979,717.8   (mgal)                       NAVD 88
 LL0421
 LL0421  VERT ORDER  -  FIRST     CLASS II
 LL0421
 LL0421.The horizontal coordinates were scaled from a topographic map and have
 LL0421.an estimated accuracy of +/- 6 seconds.
 LL0421
 LL0421.The orthometric height was determined by differential leveling
 LL0421.and adjusted by the National Geodetic Survey in June 1991..
 LL0421
 LL0421.The geoid height was determined by GEOID03.
 LL0421
 LL0421.The dynamic height is computed by dividing the NAVD 88
 LL0421.geopotential number by the normal gravity value computed on the
 LL0421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0421.degrees latitude (g = 980.6199 gals.).
 LL0421
 LL0421.The modeled gravity was interpolated from observed gravity values.
 LL0421
 LL0421;                    North         East    Units  Estimated Accuracy
 LL0421;SPC CO N     -   464,340.      950,210.      MT  (+/- 180 meters Scaled)
 LL0421
 LL0421                          SUPERSEDED SURVEY CONTROL
 LL0421
 LL0421  NGVD 29 (??/??/92) 1656.689  (m)         5435.32   (f) ADJ UNCH    1 2
 LL0421
 LL0421.Superseded values are not recommended for survey control.
 LL0421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0421.See file dsdata.txt to determine how the superseded data were derived.
 LL0421
 LL0421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF936131(NAD 83)
 LL0421_MARKER: DB = BENCH MARK DISK
 LL0421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0421_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0421_STAMPING: K 358 1954
 LL0421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0421+STABILITY: SURFACE MOTION
 LL0421
 LL0421  HISTORY     - Date     Condition        Report By
 LL0421  HISTORY     - 1954     MONUMENTED       CGS
 LL0421  HISTORY     - 1984     GOOD             NGS
 LL0421
 LL0421                          STATION DESCRIPTION
 LL0421
 LL0421'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LL0421'2.3 MI N FROM WAVERLY.
 LL0421'2.3 MILES NORTH ALONG STATE HIGHWAY 253 FROM THE WAVERLY SCHOOL
 LL0421'AT WAVERLY, AT A JUNCTION WITH AN EAST AND WEST ROAD, 40 FEET
 LL0421'EAST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 26 FEET SOUTH
 LL0421'OF THE CENTER LINE OF AN EAST AND WEST ROAD, 12 FEET EAST OF A
 LL0421'TELEPHONE POLE, 1.8 FEET NORTH OF A FENCE, 2 FEET WEST OF A
 LL0421'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LL0421'0.4 FOOT ABOVE THE GROUND.
 LL0421
 LL0421                          STATION RECOVERY (1984)
 LL0421
 LL0421'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0421'THE TELEPHONE IS NOW GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1084 ***********************************************************************
 KK1084  DESIGNATION -  K 359
 KK1084  PID         -  KK1084
 KK1084  STATE/COUNTY-  CO/CLEAR CREEK
 KK1084  USGS QUAD   -  MT EVANS (1974)
 KK1084
 KK1084                         *CURRENT SURVEY CONTROL
 KK1084  ___________________________________________________________________
 KK1084* NAD 83(1986)-  39 34 39.     (N)    105 43 22.     (W)     SCALED    
 KK1084* NAVD 88     -      3402.857  (meters)   11164.21   (feet)  ADJUSTED  
 KK1084  ___________________________________________________________________
 KK1084  GEOID HEIGHT-         -12.29  (meters)                     GEOID03
 KK1084  DYNAMIC HT  -        3398.371 (meters)   11149.49  (feet)  COMP
 KK1084  MODELED GRAV-     979,182.9   (mgal)                       NAVD 88
 KK1084
 KK1084  VERT ORDER  -  FIRST     CLASS II
 KK1084
 KK1084.The horizontal coordinates were scaled from a topographic map and have
 KK1084.an estimated accuracy of +/- 6 seconds.
 KK1084
 KK1084.The orthometric height was determined by differential leveling
 KK1084.and adjusted by the National Geodetic Survey in June 1991..
 KK1084
 KK1084.The geoid height was determined by GEOID03.
 KK1084
 KK1084.The dynamic height is computed by dividing the NAVD 88
 KK1084.geopotential number by the normal gravity value computed on the
 KK1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1084.degrees latitude (g = 980.6199 gals.).
 KK1084
 KK1084.The modeled gravity was interpolated from observed gravity values.
 KK1084
 KK1084;                    North         East    Units  Estimated Accuracy
 KK1084;SPC CO C     -   498,440.      895,260.      MT  (+/- 180 meters Scaled)
 KK1084
 KK1084                          SUPERSEDED SURVEY CONTROL
 KK1084
 KK1084  NGVD 29 (??/??/92) 3401.080  (m)        11158.38   (f) ADJ UNCH    1 2
 KK1084
 KK1084.Superseded values are not recommended for survey control.
 KK1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1084.See file dsdata.txt to determine how the superseded data were derived.
 KK1084
 KK1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD379811(NAD 83)
 KK1084_MARKER: DB = BENCH MARK DISK
 KK1084_SETTING: 80 = SET IN A BOULDER
 KK1084_STAMPING: K 359 1954
 KK1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1084+STABILITY: SURFACE MOTION
 KK1084
 KK1084  HISTORY     - Date     Condition        Report By
 KK1084  HISTORY     - 1954     MONUMENTED       CGS
 KK1084
 KK1084                          STATION DESCRIPTION
 KK1084
 KK1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK1084'12.2 MI S FROM GEORGETOWN.
 KK1084'8.65 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE POST
 KK1084'OFFICE AT GEORGETOWN, THENCE 3.5 MILES SOUTHEAST ALONG THE
 KK1084'GEORGETOWN AND GRANT ROAD, 27 FEET SOUTHEAST OF THE CENTER LINE OF
 KK1084'THE ROAD, 90 FEET EAST OF A CURVE IN THE ROAD, 54 FEET SOUTHEAST
 KK1084'OF A 24 INCH PINE TREE, 5 FEET NORTHEAST OF A WITNESS POST, 1
 KK1084'FOOT ABOVE THE GROUND, SET IN THE TOP OF A 2X4 FOOT GRANITE
 KK1084'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0046 ***********************************************************************
 KM0046  DESIGNATION -  K 36
 KM0046  PID         -  KM0046
 KM0046  STATE/COUNTY-  CO/GARFIELD
 KM0046  USGS QUAD   -  CARBONERA (1973)
 KM0046
 KM0046                         *CURRENT SURVEY CONTROL
 KM0046  ___________________________________________________________________
 KM0046* NAD 83(1986)-  39 27 32.     (N)    108 57 33.     (W)     SCALED    
 KM0046* NAVD 88     -      1686.060  (meters)    5531.68   (feet)  ADJUSTED  
 KM0046  ___________________________________________________________________
 KM0046  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 KM0046  DYNAMIC HT  -        1684.427 (meters)    5526.32  (feet)  COMP
 KM0046  MODELED GRAV-     979,598.6   (mgal)                       NAVD 88
 KM0046
 KM0046  VERT ORDER  -  FIRST     CLASS II
 KM0046
 KM0046.The horizontal coordinates were scaled from a topographic map and have
 KM0046.an estimated accuracy of +/- 6 seconds.
 KM0046
 KM0046.The orthometric height was determined by differential leveling
 KM0046.and adjusted by the National Geodetic Survey in June 1991..
 KM0046
 KM0046.The geoid height was determined by GEOID03.
 KM0046
 KM0046.The dynamic height is computed by dividing the NAVD 88
 KM0046.geopotential number by the normal gravity value computed on the
 KM0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0046.degrees latitude (g = 980.6199 gals.).
 KM0046
 KM0046.The modeled gravity was interpolated from observed gravity values.
 KM0046
 KM0046;                    North         East    Units  Estimated Accuracy
 KM0046;SPC CO C     -   490,920.      616,780.      MT  (+/- 180 meters Scaled)
 KM0046
 KM0046                          SUPERSEDED SURVEY CONTROL
 KM0046
 KM0046  NGVD 29 (??/??/92) 1684.884  (m)         5527.82   (f) ADJ UNCH    1 2
 KM0046
 KM0046.Superseded values are not recommended for survey control.
 KM0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0046.See file dsdata.txt to determine how the superseded data were derived.
 KM0046
 KM0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ755696(NAD 83)
 KM0046_MARKER: DB = BENCH MARK DISK
 KM0046_SETTING: 80 = SET IN A BOULDER
 KM0046_SP_SET: BOULDER
 KM0046_STAMPING: 5527.824 K30 1933
 KM0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0046+STABILITY: SURFACE MOTION
 KM0046
 KM0046  HISTORY     - Date     Condition        Report By
 KM0046  HISTORY     - 1933     MONUMENTED       CGS
 KM0046  HISTORY     - 1964     GOOD             USGS
 KM0046
 KM0046                          STATION DESCRIPTION
 KM0046
 KM0046'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 KM0046'24.2 MI NW FROM MACK.
 KM0046'MACK, COLORADO.  2.4 MILES WEST OF ALONG U.S. HIGHWAY 50, THENCE 21.8
 KM0046'MILES NORTH ALONG IMPROVED ROAD TO DRAGON, UTAH.  100 FT. SOUTH OF AN
 KM0046'ABANDONED COAL IN TIPPLE, 40 FT. SOUTHWEST OF AN ABANDONED CONCRETE
 KM0046'CISTERN.  IN THE TOP OF A SANDSTONE BOULDER AND ABOUT 6 FT. HIGHER
 KM0046'THAN THE ROAD.  A STANDARD TABLET.  STAMPED 5527.824 K-30 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1028 ***********************************************************************
 KK1028  DESIGNATION -  K 360
 KK1028  PID         -  KK1028
 KK1028  STATE/COUNTY-  CO/CLEAR CREEK
 KK1028  USGS QUAD   -  BERTHOUD PASS (1957)
 KK1028
 KK1028                         *CURRENT SURVEY CONTROL
 KK1028  ___________________________________________________________________
 KK1028* NAD 83(1986)-  39 46 11.     (N)    105 48 53.     (W)     SCALED    
 KK1028* NAVD 88     -      3011.210  (meters)    9879.28   (feet)  ADJUSTED  
 KK1028  ___________________________________________________________________
 KK1028  GEOID HEIGHT-         -12.29  (meters)                     GEOID03
 KK1028  DYNAMIC HT  -        3007.390 (meters)    9866.75  (feet)  COMP
 KK1028  MODELED GRAV-     979,248.3   (mgal)                       NAVD 88
 KK1028
 KK1028  VERT ORDER  -  FIRST     CLASS II
 KK1028
 KK1028.The horizontal coordinates were scaled from a topographic map and have
 KK1028.an estimated accuracy of +/- 6 seconds.
 KK1028
 KK1028.The orthometric height was determined by differential leveling
 KK1028.and adjusted by the National Geodetic Survey in June 1991..
 KK1028
 KK1028.The geoid height was determined by GEOID03.
 KK1028
 KK1028.The dynamic height is computed by dividing the NAVD 88
 KK1028.geopotential number by the normal gravity value computed on the
 KK1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1028.degrees latitude (g = 980.6199 gals.).
 KK1028
 KK1028.The modeled gravity was interpolated from observed gravity values.
 KK1028
 KK1028;                    North         East    Units  Estimated Accuracy
 KK1028;SPC CO C     -   519,810.      887,440.      MT  (+/- 180 meters Scaled)
 KK1028
 KK1028                          SUPERSEDED SURVEY CONTROL
 KK1028
 KK1028  NGVD 29 (??/??/92) 3009.492  (m)         9873.64   (f) ADJ UNCH    1 2
 KK1028
 KK1028.Superseded values are not recommended for survey control.
 KK1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1028.See file dsdata.txt to determine how the superseded data were derived.
 KK1028
 KK1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE302025(NAD 83)
 KK1028_MARKER: DD = SURVEY DISK
 KK1028_SETTING: 66 = SET IN ROCK OUTCROP
 KK1028_SP_SET: OUTCROP
 KK1028_STAMPING: 9873.84
 KK1028_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1028+STABILITY: POSITION/ELEVATION WELL
 KK1028
 KK1028  HISTORY     - Date     Condition        Report By
 KK1028  HISTORY     - UNK      MONUMENTED       BPR
 KK1028  HISTORY     - 1954     GOOD             NGS
 KK1028
 KK1028                          STATION DESCRIPTION
 KK1028
 KK1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1028'7.5 MI W FROM EMPIRE.
 KK1028'7.5 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE PUBLIC SCHOOL AT
 KK1028'EMPIRE, 85 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 35
 KK1028'FEET NORTHWEST OF A WITNESS POST, 5 FEET ABOVE THE LEVEL OF THE
 KK1028'HIGHWAY, 2.5 FEET ABOVE THE GROUND, SET IN THE TOP OF THE SOUTH
 KK1028'END OF A GRANITE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0741 ***********************************************************************
 LL0741  DESIGNATION -  K 361
 LL0741  PID         -  LL0741
 LL0741  STATE/COUNTY-  CO/GRAND
 LL0741  USGS QUAD   -  TRAIL MOUNTAIN (1978)
 LL0741
 LL0741                         *CURRENT SURVEY CONTROL
 LL0741  ___________________________________________________________________
 LL0741* NAD 83(1986)-  40 11 40.     (N)    105 52 41.     (W)     SCALED    
 LL0741* NAVD 88     -      2530.357  (meters)    8301.68   (feet)  ADJUSTED  
 LL0741  ___________________________________________________________________
 LL0741  GEOID HEIGHT-         -12.31  (meters)                     GEOID03
 LL0741  DYNAMIC HT  -        2527.545 (meters)    8292.45  (feet)  COMP
 LL0741  MODELED GRAV-     979,422.9   (mgal)                       NAVD 88
 LL0741
 LL0741  VERT ORDER  -  FIRST     CLASS II
 LL0741
 LL0741.The horizontal coordinates were scaled from a topographic map and have
 LL0741.an estimated accuracy of +/- 6 seconds.
 LL0741
 LL0741.The orthometric height was determined by differential leveling
 LL0741.and adjusted by the National Geodetic Survey in June 1991..
 LL0741
 LL0741.The geoid height was determined by GEOID03.
 LL0741
 LL0741.The dynamic height is computed by dividing the NAVD 88
 LL0741.geopotential number by the normal gravity value computed on the
 LL0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0741.degrees latitude (g = 980.6199 gals.).
 LL0741
 LL0741.The modeled gravity was interpolated from observed gravity values.
 LL0741
 LL0741;                    North         East    Units  Estimated Accuracy
 LL0741;SPC CO N     -   400,480.      882,210.      MT  (+/- 180 meters Scaled)
 LL0741
 LL0741                          SUPERSEDED SURVEY CONTROL
 LL0741
 LL0741  NGVD 29 (??/??/92) 2528.956  (m)         8297.08   (f) ADJ UNCH    1 2
 LL0741
 LL0741.Superseded values are not recommended for survey control.
 LL0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0741.See file dsdata.txt to determine how the superseded data were derived.
 LL0741
 LL0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE252497(NAD 83)
 LL0741_MARKER: DB = BENCH MARK DISK
 LL0741_SETTING: 80 = SET IN A BOULDER
 LL0741_STAMPING: K 361 1954
 LL0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0741+STABILITY: SURFACE MOTION
 LL0741
 LL0741  HISTORY     - Date     Condition        Report By
 LL0741  HISTORY     - 1954     MONUMENTED       CGS
 LL0741
 LL0741                          STATION DESCRIPTION
 LL0741
 LL0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LL0741'5.9 MI SW FROM GRAND LAKE.
 LL0741'0.9 MILE WEST ALONG STATE HIGHWAY 278 FROM THE POST OFFICE AT GRAND
 LL0741'LAKE, THENCE 5.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 34, ON THE
 LL0741'SOUTHWEST SLOPE OF A HILL, 69 FEET NORTHWEST OF THE CENTER LINE OF
 LL0741'THE HIGHWAY, 55 FEET NORTH OF THE NORTH CORNER OF THE NORTHWEST
 LL0741'HEADWALL OF A CONCRETE CULVERT, 17 FEET NORTHWEST OF A FENCE, 17
 LL0741'FEET NORTHWEST OF A WITNESS POST, 37 FEET WEST OF A POWER POLE, 2
 LL0741'FEET ABOVE THE GROUND, SET IN THE TOP OF A 4 X 4 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0165 ***********************************************************************
 LM0165  DESIGNATION -  K 362
 LM0165  PID         -  LM0165
 LM0165  STATE/COUNTY-  CO/JACKSON
 LM0165  USGS QUAD   -  RAND (1956)
 LM0165
 LM0165                         *CURRENT SURVEY CONTROL
 LM0165  ___________________________________________________________________
 LM0165* NAD 83(1986)-  40 26 52.     (N)    106 09 58.     (W)     SCALED    
 LM0165* NAVD 88     -      2645.604  (meters)    8679.79   (feet)  ADJUSTED  
 LM0165  ___________________________________________________________________
 LM0165  GEOID HEIGHT-         -12.03  (meters)                     GEOID03
 LM0165  DYNAMIC HT  -        2642.689 (meters)    8670.22  (feet)  COMP
 LM0165  MODELED GRAV-     979,427.1   (mgal)                       NAVD 88
 LM0165
 LM0165  VERT ORDER  -  FIRST     CLASS II
 LM0165
 LM0165.The horizontal coordinates were scaled from a topographic map and have
 LM0165.an estimated accuracy of +/- 6 seconds.
 LM0165
 LM0165.The orthometric height was determined by differential leveling
 LM0165.and adjusted by the National Geodetic Survey in June 1991..
 LM0165
 LM0165.The geoid height was determined by GEOID03.
 LM0165
 LM0165.The dynamic height is computed by dividing the NAVD 88
 LM0165.geopotential number by the normal gravity value computed on the
 LM0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0165.degrees latitude (g = 980.6199 gals.).
 LM0165
 LM0165.The modeled gravity was interpolated from observed gravity values.
 LM0165
 LM0165;                    North         East    Units  Estimated Accuracy
 LM0165;SPC CO N     -   428,750.      857,900.      MT  (+/- 180 meters Scaled)
 LM0165
 LM0165                          SUPERSEDED SURVEY CONTROL
 LM0165
 LM0165  NGVD 29 (??/??/92) 2644.150  (m)         8675.02   (f) ADJ UNCH    1 2
 LM0165
 LM0165.Superseded values are not recommended for survey control.
 LM0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0165.See file dsdata.txt to determine how the superseded data were derived.
 LM0165
 LM0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE011781(NAD 83)
 LM0165_MARKER: DB = BENCH MARK DISK
 LM0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0165_STAMPING: K 362 1954
 LM0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0165+STABILITY: SURFACE MOTION
 LM0165
 LM0165  HISTORY     - Date     Condition        Report By
 LM0165  HISTORY     - 1954     MONUMENTED       CGS
 LM0165
 LM0165                          STATION DESCRIPTION
 LM0165
 LM0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LM0165'1.0 MI SE FROM RAND.
 LM0165'1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 125 FROM THE POST OFFICE AT
 LM0165'RAND, 90 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 9.6 FEET
 LM0165'NORTHEAST OF A FENCE, 46 FEET NORTH OF A POWER POLE, 1.8 FEET
 LM0165'NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LM0165'PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0207 ***********************************************************************
 JJ0207  DESIGNATION -  K 37
 JJ0207  PID         -  JJ0207
 JJ0207  STATE/COUNTY-  CO/KIOWA
 JJ0207  USGS QUAD   -  EADS (1968)
 JJ0207
 JJ0207                         *CURRENT SURVEY CONTROL
 JJ0207  ___________________________________________________________________
 JJ0207* NAD 83(1986)-  38 29 02.     (N)    102 47 11.     (W)     SCALED    
 JJ0207* NAVD 88     -      1289.381  (meters)    4230.24   (feet)  ADJUSTED  
 JJ0207  ___________________________________________________________________
 JJ0207  GEOID HEIGHT-         -22.61  (meters)                     GEOID03
 JJ0207  DYNAMIC HT  -        1288.162 (meters)    4226.24  (feet)  COMP
 JJ0207  MODELED GRAV-     979,637.8   (mgal)                       NAVD 88
 JJ0207
 JJ0207  VERT ORDER  -  FIRST     CLASS II
 JJ0207
 JJ0207.The horizontal coordinates were scaled from a topographic map and have
 JJ0207.an estimated accuracy of +/- 6 seconds.
 JJ0207
 JJ0207.The orthometric height was determined by differential leveling
 JJ0207.and adjusted by the National Geodetic Survey in June 1991..
 JJ0207
 JJ0207.The geoid height was determined by GEOID03.
 JJ0207
 JJ0207.The dynamic height is computed by dividing the NAVD 88
 JJ0207.geopotential number by the normal gravity value computed on the
 JJ0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0207.degrees latitude (g = 980.6199 gals.).
 JJ0207
 JJ0207.The modeled gravity was interpolated from observed gravity values.
 JJ0207
 JJ0207;                    North         East    Units  Estimated Accuracy
 JJ0207;SPC CO S     -   509,930.    1,151,140.      MT  (+/- 180 meters Scaled)
 JJ0207
 JJ0207                          SUPERSEDED SURVEY CONTROL
 JJ0207
 JJ0207  NGVD 29 (??/??/92) 1288.821  (m)         4228.41   (f) ADJ UNCH    1 2
 JJ0207
 JJ0207.Superseded values are not recommended for survey control.
 JJ0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0207.See file dsdata.txt to determine how the superseded data were derived.
 JJ0207
 JJ0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC930618(NAD 83)
 JJ0207_MARKER: DB = BENCH MARK DISK
 JJ0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0207_STAMPING: K 37 1933
 JJ0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0207+STABILITY: SURFACE MOTION
 JJ0207
 JJ0207  HISTORY     - Date     Condition        Report By
 JJ0207  HISTORY     - 1933     MONUMENTED       CGS
 JJ0207  HISTORY     - 1942     GOOD             NGS
 JJ0207  HISTORY     - 1967     MARK NOT FOUND   USGS
 JJ0207  HISTORY     - 19951102 MARK NOT FOUND   CODOT
 JJ0207  HISTORY     - 19990421 MARK NOT FOUND   NGS
 JJ0207
 JJ0207                          STATION DESCRIPTION
 JJ0207
 JJ0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JJ0207'AT EADS.
 JJ0207'AT EADS, KIOWA COUNTY, AT THE NORTHWEST CORNER OF TOWN, ON U.S.
 JJ0207'HIGHWAY 287, AT THE SOUTHEAST CORNER OF THE FAIRGROUNDS, 30 FEET
 JJ0207'NORTH OF THE ENTRANCE, AT THE JUNCTION OF STATE HIGHWAY 96, 84 FEET
 JJ0207'NORTH OF THE CENTERLINE OF STATE HIGHWAY 96, 75 FEET WEST OF THE
 JJ0207'CENTERLINE OF U.S. HIGHWAY 287, 3 FEET SOUTH OF A WHITE WOODEN
 JJ0207'WITNESS POST, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 JJ0207'K 37 1933 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 JJ0207'FOOT ABOVE GROUND.
 JJ0207
 JJ0207                          STATION RECOVERY (1967)
 JJ0207
 JJ0207'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JJ0207'MARK NOT FOUND.
 JJ0207
 JJ0207                          STATION RECOVERY (1995)
 JJ0207
 JJ0207'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (PG)
 JJ0207'MARK NOT FOUND.
 JJ0207
 JJ0207                          STATION RECOVERY (1999)
 JJ0207
 JJ0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 JJ0207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0488 ***********************************************************************
 KK0488  DESIGNATION -  K 374
 KK0488  PID         -  KK0488
 KK0488  STATE/COUNTY-  CO/ARAPAHOE
 KK0488  USGS QUAD   -  WATKINS SE (1994)
 KK0488
 KK0488                         *CURRENT SURVEY CONTROL
 KK0488  ___________________________________________________________________
 KK0488* NAD 83(1986)-  39 37 21.     (N)    104 30 09.     (W)     SCALED    
 KK0488* NAVD 88     -      1845.450  (meters)    6054.61   (feet)  ADJUSTED  
 KK0488  ___________________________________________________________________
 KK0488  GEOID HEIGHT-         -17.94  (meters)                     GEOID03
 KK0488  DYNAMIC HT  -        1843.674 (meters)    6048.79  (feet)  COMP
 KK0488  MODELED GRAV-     979,597.9   (mgal)                       NAVD 88
 KK0488
 KK0488  VERT ORDER  -  SECOND    CLASS 0
 KK0488
 KK0488.The horizontal coordinates were scaled from a topographic map and have
 KK0488.an estimated accuracy of +/- 6 seconds.
 KK0488
 KK0488.The orthometric height was determined by differential leveling
 KK0488.and adjusted by the National Geodetic Survey in June 1991..
 KK0488
 KK0488.The geoid height was determined by GEOID03.
 KK0488
 KK0488.The dynamic height is computed by dividing the NAVD 88
 KK0488.geopotential number by the normal gravity value computed on the
 KK0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0488.degrees latitude (g = 980.6199 gals.).
 KK0488
 KK0488.The modeled gravity was interpolated from observed gravity values.
 KK0488
 KK0488;                    North         East    Units  Estimated Accuracy
 KK0488;SPC CO C     -   503,890.    1,000,050.      MT  (+/- 180 meters Scaled)
 KK0488
 KK0488                          SUPERSEDED SURVEY CONTROL
 KK0488
 KK0488  NGVD 29 (??/??/92) 1844.513  (m)         6051.54   (f) ADJ UNCH    2 0
 KK0488
 KK0488.Superseded values are not recommended for survey control.
 KK0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0488.See file dsdata.txt to determine how the superseded data were derived.
 KK0488
 KK0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED426859(NAD 83)
 KK0488_MARKER: DB = BENCH MARK DISK
 KK0488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0488_STAMPING: K 374 1960
 KK0488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0488+STABILITY: SURFACE MOTION
 KK0488
 KK0488  HISTORY     - Date     Condition        Report By
 KK0488  HISTORY     - 1960     MONUMENTED       CGS
 KK0488
 KK0488                          STATION DESCRIPTION
 KK0488
 KK0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KK0488'16.5 MI ESE FROM BUCKLEY ANG BASE.
 KK0488'7.2 MILES EAST AND SOUTH ALONG COLORADO STATE HIGHWAY 30 FROM THE
 KK0488'MAIN GATE AT BUCKLEY A.N.G. BASE, THENCE LEFT FORK, EAST, 11.3 MILES,
 KK0488'THENCE SOUTH ALONG AN OILED ROAD 1 MILE.  IT IS 61 FEET
 KK0488'EAST-NORTHEAST OF A TELEPHONE POLE, 55 FEET WEST OF THE CENTER OF
 KK0488'A OILED ROAD AND 4 FEET SOUTH OF A METAL WITNESS POST, IT IS A
 KK0488'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT,
 KK0488'WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0134 ***********************************************************************
 LN0134  DESIGNATION -  K 379
 LN0134  PID         -  LN0134
 LN0134  STATE/COUNTY-  CO/MOFFAT
 LN0134  USGS QUAD   -  SUGARLOAF BUTTE (1966)
 LN0134
 LN0134                         *CURRENT SURVEY CONTROL
 LN0134  ___________________________________________________________________
 LN0134* NAD 83(1986)-  40 54 32.     (N)    108 44 56.     (W)     SCALED    
 LN0134* NAVD 88     -      2054.499  (meters)    6740.47   (feet)  ADJUSTED  
 LN0134  ___________________________________________________________________
 LN0134  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 LN0134  DYNAMIC HT  -        2052.597 (meters)    6734.23  (feet)  COMP
 LN0134  MODELED GRAV-     979,625.3   (mgal)                       NAVD 88
 LN0134
 LN0134  VERT ORDER  -  SECOND    CLASS 0
 LN0134
 LN0134.The horizontal coordinates were scaled from a topographic map and have
 LN0134.an estimated accuracy of +/- 6 seconds.
 LN0134
 LN0134.The orthometric height was determined by differential leveling
 LN0134.and adjusted by the National Geodetic Survey in June 1991..
 LN0134
 LN0134.The geoid height was determined by GEOID03.
 LN0134
 LN0134.The dynamic height is computed by dividing the NAVD 88
 LN0134.geopotential number by the normal gravity value computed on the
 LN0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0134.degrees latitude (g = 980.6199 gals.).
 LN0134
 LN0134.The modeled gravity was interpolated from observed gravity values.
 LN0134
 LN0134;                    North         East    Units  Estimated Accuracy
 LN0134;SPC CO N     -   484,760.      640,740.      MT  (+/- 180 meters Scaled)
 LN0134
 LN0134                          SUPERSEDED SURVEY CONTROL
 LN0134
 LN0134  NGVD 29 (??/??/92) 2053.165  (m)         6736.09   (f) ADJ UNCH    2 0
 LN0134
 LN0134.Superseded values are not recommended for survey control.
 LN0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0134.See file dsdata.txt to determine how the superseded data were derived.
 LN0134
 LN0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL895310(NAD 83)
 LN0134_MARKER: DB = BENCH MARK DISK
 LN0134_SETTING: 66 = SET IN ROCK OUTCROP
 LN0134_SP_SET: OUTCROP
 LN0134_STAMPING: K 379 1962
 LN0134_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0134+STABILITY: POSITION/ELEVATION WELL
 LN0134
 LN0134  HISTORY     - Date     Condition        Report By
 LN0134  HISTORY     - 1962     MONUMENTED       CGS
 LN0134
 LN0134                          STATION DESCRIPTION
 LN0134
 LN0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0134'26.05 MI N FROM GREYSTONE.
 LN0134'9.4 MILES NORTH ALONG COUNTY ROAD 10 FROM THE STORE AND POST OFFICE AT
 LN0134'GREYSTONE, THENCE 16.65 MILES NORTH ALONG COUNTY ROAD 318, 0.15 MILE
 LN0134'SOUTHWEST OF A 36-INCH PIPE CULVERT, 0.1 MILE SOUTHWEST OF THE
 LN0134'JUNCTION OF A TRACK ROAD NORTHWEST, SET VERTICALLY IN THE EAST FACE OF
 LN0134'A LARGE OUTCROP, 229 FEET WEST OF THE CENTER LINE OF THE ROAD, 45 FEET
 LN0134'SOUTH OF A SMALL JUNIPER TREE, ABOUT 8 FEET HIGHER THAN THE ROAD, AND
 LN0134'2.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0087 ***********************************************************************
 HJ0087  DESIGNATION -  K 38
 HJ0087  PID         -  HJ0087
 HJ0087  STATE/COUNTY-  CO/PROWERS
 HJ0087  USGS QUAD   -  GOBBLERS KNOB (1968)
 HJ0087
 HJ0087                         *CURRENT SURVEY CONTROL
 HJ0087  ___________________________________________________________________
 HJ0087* NAD 83(1986)-  37 51 11.     (N)    102 36 43.     (W)     SCALED    
 HJ0087* NAVD 88     -      1226.863  (meters)    4025.13   (feet)  ADJUSTED  
 HJ0087  ___________________________________________________________________
 HJ0087  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 HJ0087  DYNAMIC HT  -        1225.644 (meters)    4021.13  (feet)  COMP
 HJ0087  MODELED GRAV-     979,594.0   (mgal)                       NAVD 88
 HJ0087
 HJ0087  VERT ORDER  -  FIRST     CLASS II
 HJ0087
 HJ0087.The horizontal coordinates were scaled from a topographic map and have
 HJ0087.an estimated accuracy of +/- 6 seconds.
 HJ0087
 HJ0087.The orthometric height was determined by differential leveling
 HJ0087.and adjusted by the National Geodetic Survey in June 1991..
 HJ0087
 HJ0087.The geoid height was determined by GEOID03.
 HJ0087
 HJ0087.The dynamic height is computed by dividing the NAVD 88
 HJ0087.geopotential number by the normal gravity value computed on the
 HJ0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0087.degrees latitude (g = 980.6199 gals.).
 HJ0087
 HJ0087.The modeled gravity was interpolated from observed gravity values.
 HJ0087
 HJ0087;                    North         East    Units  Estimated Accuracy
 HJ0087;SPC CO S     -   440,400.    1,168,520.      MT  (+/- 180 meters Scaled)
 HJ0087
 HJ0087                          SUPERSEDED SURVEY CONTROL
 HJ0087
 HJ0087  NGVD 29 (??/??/92) 1226.277  (m)         4023.21   (f) ADJ UNCH    1 2
 HJ0087
 HJ0087.Superseded values are not recommended for survey control.
 HJ0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0087.See file dsdata.txt to determine how the superseded data were derived.
 HJ0087
 HJ0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB100921(NAD 83)
 HJ0087_MARKER: DB = BENCH MARK DISK
 HJ0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0087_STAMPING: K 38 1933
 HJ0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0087+STABILITY: SURFACE MOTION
 HJ0087
 HJ0087  HISTORY     - Date     Condition        Report By
 HJ0087  HISTORY     - 1933     MONUMENTED       CGS
 HJ0087  HISTORY     - 1942     GOOD             NGS
 HJ0087  HISTORY     - 1967     MARK NOT FOUND   USGS
 HJ0087  HISTORY     - 1985     MARK NOT FOUND   NGS
 HJ0087
 HJ0087                          STATION DESCRIPTION
 HJ0087
 HJ0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 HJ0087'16.6 MI S FROM LAMAR.
 HJ0087'16.6 MILES SOUTH ALONG U.S. HIGHWAY 287 FROM THE COUNTY COURTHOUSE
 HJ0087'AT LAMAR, PROWERS COUNTY, 2.6 MILES SOUTH OF A BRIDGE OVER CLAY
 HJ0087'CREEK 82 FEET EAST OF POLE 428, AT A ROAD INTERSECTION, 39 FEET
 HJ0087'EAST OF THE CENTERLINE OF THE HIGHWAY, 21 FEET NORTH OF THE
 HJ0087'CENTERLINE OF THE SECTION-LINE FARM ROAD LEADING EAST AND 3 FEET
 HJ0087'SOUTH OF A FENCE LINE.  A STANDARD DISK, STAMPED K 38 1933 AND SET
 HJ0087'IN THE TOP OF A CONCRETE POST.
 HJ0087
 HJ0087                          STATION RECOVERY (1967)
 HJ0087
 HJ0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HJ0087'MARK NOT FOUND.
 HJ0087
 HJ0087                          STATION RECOVERY (1985)
 HJ0087
 HJ0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HJ0087'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0157 ***********************************************************************
 LN0157  DESIGNATION -  K 380
 LN0157  PID         -  LN0157
 LN0157  STATE/COUNTY-  CO/MOFFAT
 LN0157  USGS QUAD   -  VERMILLION MESA (1973)
 LN0157
 LN0157                         *CURRENT SURVEY CONTROL
 LN0157  ___________________________________________________________________
 LN0157* NAD 83(1986)-  40 39 05.     (N)    108 41 23.     (W)     SCALED    
 LN0157* NAVD 88     -      1954.988  (meters)    6413.99   (feet)  ADJUSTED  
 LN0157  ___________________________________________________________________
 LN0157  GEOID HEIGHT-         -15.59  (meters)                     GEOID03
 LN0157  DYNAMIC HT  -        1953.160 (meters)    6407.99  (feet)  COMP
 LN0157  MODELED GRAV-     979,620.0   (mgal)                       NAVD 88
 LN0157
 LN0157  VERT ORDER  -  SECOND    CLASS 0
 LN0157
 LN0157.The horizontal coordinates were scaled from a topographic map and have
 LN0157.an estimated accuracy of +/- 6 seconds.
 LN0157
 LN0157.The orthometric height was determined by differential leveling
 LN0157.and adjusted by the National Geodetic Survey in June 1991..
 LN0157
 LN0157.The geoid height was determined by GEOID03.
 LN0157
 LN0157.The dynamic height is computed by dividing the NAVD 88
 LN0157.geopotential number by the normal gravity value computed on the
 LN0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0157.degrees latitude (g = 980.6199 gals.).
 LN0157
 LN0157.The modeled gravity was interpolated from observed gravity values.
 LN0157
 LN0157;                    North         East    Units  Estimated Accuracy
 LN0157;SPC CO N     -   456,000.      644,690.      MT  (+/- 180 meters Scaled)
 LN0157
 LN0157                          SUPERSEDED SURVEY CONTROL
 LN0157
 LN0157  NGVD 29 (??/??/92) 1953.683  (m)         6409.71   (f) ADJ UNCH    2 0
 LN0157
 LN0157.Superseded values are not recommended for survey control.
 LN0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0157.See file dsdata.txt to determine how the superseded data were derived.
 LN0157
 LN0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL953026(NAD 83)
 LN0157_MARKER: DB = BENCH MARK DISK
 LN0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0157_STAMPING: K 380 1962
 LN0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0157+STABILITY: SURFACE MOTION
 LN0157
 LN0157  HISTORY     - Date     Condition        Report By
 LN0157  HISTORY     - 1962     MONUMENTED       CGS
 LN0157
 LN0157                          STATION DESCRIPTION
 LN0157
 LN0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0157'3.15 MI N FROM GREYSTONE.
 LN0157'3.15 MILES NORTH ALONG COUNTY ROAD FROM THE STORE AND POST OFFICE AT
 LN0157'GREYSTONE, 83 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.0 FOOT
 LN0157'NORTHEAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND
 LN0157'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 LN0157'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0176 ***********************************************************************
 LN0176  DESIGNATION -  K 382
 LN0176  PID         -  LN0176
 LN0176  STATE/COUNTY-  CO/MOFFAT
 LN0176  USGS QUAD   -  BIG JOE BASIN (1966)
 LN0176
 LN0176                         *CURRENT SURVEY CONTROL
 LN0176  ___________________________________________________________________
 LN0176* NAD 83(1986)-  40 45 02.     (N)    108 47 04.     (W)     SCALED    
 LN0176* NAVD 88     -      1800.863  (meters)    5908.33   (feet)  ADJUSTED  
 LN0176  ___________________________________________________________________
 LN0176  GEOID HEIGHT-         -15.24  (meters)                     GEOID03
 LN0176  DYNAMIC HT  -        1799.271 (meters)    5903.11  (feet)  COMP
 LN0176  MODELED GRAV-     979,676.9   (mgal)                       NAVD 88
 LN0176
 LN0176  VERT ORDER  -  SECOND    CLASS 0
 LN0176
 LN0176.The horizontal coordinates were scaled from a topographic map and have
 LN0176.an estimated accuracy of +/- 6 seconds.
 LN0176
 LN0176.The orthometric height was determined by differential leveling
 LN0176.and adjusted by the National Geodetic Survey in June 1991..
 LN0176
 LN0176.The geoid height was determined by GEOID03.
 LN0176
 LN0176.The dynamic height is computed by dividing the NAVD 88
 LN0176.geopotential number by the normal gravity value computed on the
 LN0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0176.degrees latitude (g = 980.6199 gals.).
 LN0176
 LN0176.The modeled gravity was interpolated from observed gravity values.
 LN0176
 LN0176;                    North         East    Units  Estimated Accuracy
 LN0176;SPC CO N     -   467,300.      637,090.      MT  (+/- 180 meters Scaled)
 LN0176
 LN0176                          SUPERSEDED SURVEY CONTROL
 LN0176
 LN0176  NGVD 29 (??/??/92) 1799.631  (m)         5904.29   (f) ADJ UNCH    2 0
 LN0176
 LN0176.Superseded values are not recommended for survey control.
 LN0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0176.See file dsdata.txt to determine how the superseded data were derived.
 LN0176
 LN0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL870134(NAD 83)
 LN0176_MARKER: DB = BENCH MARK DISK
 LN0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0176_STAMPING: K 382 1962
 LN0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0176+STABILITY: SURFACE MOTION
 LN0176
 LN0176  HISTORY     - Date     Condition        Report By
 LN0176  HISTORY     - 1962     MONUMENTED       CGS
 LN0176
 LN0176                          STATION DESCRIPTION
 LN0176
 LN0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0176'13.55 MI NW FROM GREYSTONE.
 LN0176'13.55 MILES NORTHWEST ALONG COUNTY ROAD 10 FROM THE STORE AND POST
 LN0176'OFFICE AT GREYSTONE, 1.0 MILE WEST OF BENCH MARK A 380, 72 FEET NORTH
 LN0176'OF THE CENTER LINE OF THE ROAD, 2.3 FEET SOUTH OF A WITNESS POST,
 LN0176'ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LN0176'PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0576 ***********************************************************************
 KL0576  DESIGNATION -  K 383
 KL0576  PID         -  KL0576
 KL0576  STATE/COUNTY-  CO/RIO BLANCO
 KL0576  USGS QUAD   -  VEATCH GULCH (1987)
 KL0576
 KL0576                         *CURRENT SURVEY CONTROL
 KL0576  ___________________________________________________________________
 KL0576* NAD 83(1986)-  39 56 58.     (N)    107 46 49.     (W)     SCALED    
 KL0576* NAVD 88     -      2021.328  (meters)    6631.64   (feet)  ADJUSTED  
 KL0576  ___________________________________________________________________
 KL0576  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 KL0576  DYNAMIC HT  -        2019.248 (meters)    6624.82  (feet)  COMP
 KL0576  MODELED GRAV-     979,525.3   (mgal)                       NAVD 88
 KL0576
 KL0576  VERT ORDER  -  SECOND    CLASS 0
 KL0576
 KL0576.The horizontal coordinates were scaled from a topographic map and have
 KL0576.an estimated accuracy of +/- 6 seconds.
 KL0576
 KL0576.The orthometric height was determined by differential leveling
 KL0576.and adjusted by the National Geodetic Survey in June 1991..
 KL0576
 KL0576.The geoid height was determined by GEOID03.
 KL0576
 KL0576.The dynamic height is computed by dividing the NAVD 88
 KL0576.geopotential number by the normal gravity value computed on the
 KL0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0576.degrees latitude (g = 980.6199 gals.).
 KL0576
 KL0576.The modeled gravity was interpolated from observed gravity values.
 KL0576
 KL0576;                    North         East    Units  Estimated Accuracy
 KL0576;SPC CO N     -   375,710.      719,560.      MT  (+/- 180 meters Scaled)
 KL0576
 KL0576                          SUPERSEDED SURVEY CONTROL
 KL0576
 KL0576  NGVD 29 (??/??/92) 2020.017  (m)         6627.34   (f) ADJ UNCH    2 0
 KL0576
 KL0576.Superseded values are not recommended for survey control.
 KL0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0576.See file dsdata.txt to determine how the superseded data were derived.
 KL0576
 KL0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBE624258(NAD 83)
 KL0576_MARKER: DB = BENCH MARK DISK
 KL0576_SETTING: 66 = SET IN ROCK OUTCROP
 KL0576_SP_SET: OUTCROPING LEDGE
 KL0576_STAMPING: K 383 1966
 KL0576_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0576+STABILITY: POSITION/ELEVATION WELL
 KL0576
 KL0576  HISTORY     - Date     Condition        Report By
 KL0576  HISTORY     - 1966     MONUMENTED       CGS
 KL0576
 KL0576                          STATION DESCRIPTION
 KL0576
 KL0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KL0576'11.55 MI SE FROM MEEKER.
 KL0576'1.7 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE FIRE STATION AT
 KL0576'MEEKER, THENCE 9.85 MILES SOUTHEAST ALONG STATE HIGHWAY 132, SET IN
 KL0576'THE TOP OF AN OUTCROPPING LEDGE, 27 FEET NORTHEAST OF THE CENTER LINE
 KL0576'OF THE HIGHWAY, 36 FEET EAST OF THE CENTER OF THE JUNCTION OF THE
 KL0576'HIGHWAY AND A DRIVEWAY SOUTHWEST TO A HOUSE, 12.5 FEET SOUTHEAST OF A
 KL0576'WITNESS POST, 26 FEET SOUTHWEST OF A FENCE AND ABOUT 1 FOOT LOWER THAN
 KL0576'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0461 ***********************************************************************
 LM0461  DESIGNATION -  K 384
 LM0461  PID         -  LM0461
 LM0461  STATE/COUNTY-  CO/RIO BLANCO
 LM0461  USGS QUAD   -  NINEMILE GAP (1966)
 LM0461
 LM0461                         *CURRENT SURVEY CONTROL
 LM0461  ___________________________________________________________________
 LM0461* NAD 83(1986)-  40 08 14.     (N)    107 50 06.     (W)     SCALED    
 LM0461* NAVD 88     -      2152.021  (meters)    7060.42   (feet)  ADJUSTED  
 LM0461  ___________________________________________________________________
 LM0461  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 LM0461  DYNAMIC HT  -        2149.792 (meters)    7053.11  (feet)  COMP
 LM0461  MODELED GRAV-     979,513.0   (mgal)                       NAVD 88
 LM0461
 LM0461  VERT ORDER  -  SECOND    CLASS 0
 LM0461
 LM0461.The horizontal coordinates were scaled from a topographic map and have
 LM0461.an estimated accuracy of +/- 6 seconds.
 LM0461
 LM0461.The orthometric height was determined by differential leveling
 LM0461.and adjusted by the National Geodetic Survey in June 1991..
 LM0461
 LM0461.The geoid height was determined by GEOID03.
 LM0461
 LM0461.The dynamic height is computed by dividing the NAVD 88
 LM0461.geopotential number by the normal gravity value computed on the
 LM0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0461.degrees latitude (g = 980.6199 gals.).
 LM0461
 LM0461.The modeled gravity was interpolated from observed gravity values.
 LM0461
 LM0461;                    North         East    Units  Estimated Accuracy
 LM0461;SPC CO N     -   396,680.      715,440.      MT  (+/- 180 meters Scaled)
 LM0461
 LM0461                          SUPERSEDED SURVEY CONTROL
 LM0461
 LM0461  NGVD 29 (??/??/92) 2150.665  (m)         7055.97   (f) ADJ UNCH    2 0
 LM0461
 LM0461.Superseded values are not recommended for survey control.
 LM0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0461.See file dsdata.txt to determine how the superseded data were derived.
 LM0461
 LM0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE584468(NAD 83)
 LM0461_MARKER: DB = BENCH MARK DISK
 LM0461_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0461_SP_SET: SYPHON
 LM0461_STAMPING: K 384 1966
 LM0461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0461
 LM0461  HISTORY     - Date     Condition        Report By
 LM0461  HISTORY     - 1966     MONUMENTED       CGS
 LM0461
 LM0461                          STATION DESCRIPTION
 LM0461
 LM0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0461'9.3 MI NE FROM MEEKER.
 LM0461'9.3 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE FIRE STATION AT
 LM0461'MEEKER, 0.1 MILE NORTHEAST OF A DRIVE WAY NORTHWEST TO A RANCH HOUSE,
 LM0461'IN THE TOP AND 0.8 FOOT SOUTHWEST OF THE NORTHEAST END OF THE HEAD
 LM0461'WALL FOR A 36-INCH IRRIGATION SYPHON UNDER THE HIGHWAY, 46 FEET
 LM0461'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 2 FEET LOWER
 LM0461'THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0300 ***********************************************************************
 LM0300  DESIGNATION -  K 385
 LM0300  PID         -  LM0300
 LM0300  STATE/COUNTY-  CO/ROUTT
 LM0300  USGS QUAD   -  YAMPA (1972)
 LM0300
 LM0300                         *CURRENT SURVEY CONTROL
 LM0300  ___________________________________________________________________
 LM0300* NAD 83(1986)-  40 11 55.     (N)    106 58 20.     (W)     SCALED    
 LM0300* NAVD 88     -      2361.294  (meters)    7747.01   (feet)  ADJUSTED  
 LM0300  ___________________________________________________________________
 LM0300  GEOID HEIGHT-         -12.72  (meters)                     GEOID03
 LM0300  DYNAMIC HT  -        2358.780 (meters)    7738.76  (feet)  COMP
 LM0300  MODELED GRAV-     979,475.7   (mgal)                       NAVD 88
 LM0300
 LM0300  VERT ORDER  -  SECOND    CLASS 0
 LM0300
 LM0300.The horizontal coordinates were scaled from a topographic map and have
 LM0300.an estimated accuracy of +/- 6 seconds.
 LM0300
 LM0300.The orthometric height was determined by differential leveling
 LM0300.and adjusted by the National Geodetic Survey in June 1991..
 LM0300
 LM0300.The geoid height was determined by GEOID03.
 LM0300
 LM0300.The dynamic height is computed by dividing the NAVD 88
 LM0300.geopotential number by the normal gravity value computed on the
 LM0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0300.degrees latitude (g = 980.6199 gals.).
 LM0300
 LM0300.The modeled gravity was interpolated from observed gravity values.
 LM0300
 LM0300;                    North         East    Units  Estimated Accuracy
 LM0300;SPC CO N     -   401,910.      789,060.      MT  (+/- 180 meters Scaled)
 LM0300
 LM0300                          SUPERSEDED SURVEY CONTROL
 LM0300
 LM0300  NGVD 29 (??/??/92) 2359.890  (m)         7742.41   (f) ADJ UNCH    2 0
 LM0300
 LM0300.Superseded values are not recommended for survey control.
 LM0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0300.See file dsdata.txt to determine how the superseded data were derived.
 LM0300
 LM0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE321516(NAD 83)
 LM0300_MARKER: DB = BENCH MARK DISK
 LM0300_SETTING: 80 = SET IN A BOULDER
 LM0300_SP_SET: BOULDER
 LM0300_STAMPING: K 385 1966
 LM0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0300+STABILITY: SURFACE MOTION
 LM0300
 LM0300  HISTORY     - Date     Condition        Report By
 LM0300  HISTORY     - 1966     MONUMENTED       CGS
 LM0300
 LM0300                          STATION DESCRIPTION
 LM0300
 LM0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0300'2.8 MI SW FROM PHIPPSBURG.
 LM0300'2.8 MILES SOUTHWEST ALONG STATE HIGHWAY 132 FROM THE JUNCTION OF STATE
 LM0300'HIGHWAY 131 AT PHIPPSBURG, NEAR THE CENTER OF THE NORTH SIDE OF THE
 LM0300'INTERSECTION TRIANGLE FORMED BY THE JUNCTION OF THE HIGHWAY AND COUNTY
 LM0300'ROAD 15, 294 FEET EAST OF THE NORTHWEST CORNER OF THE TRIANGLE, 32
 LM0300'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 5.8 FEET SOUTH OF A
 LM0300'FENCE, 3.5 FEET EAST OF A WITNESS POST, 6 FEET HIGHER THAN THE HIGHWAY
 LM0300'AND IN THE TOP OF A 5 X 6-FOOT EMBEDDED BOULDER WHICH PROJECTS 2 1/2
 LM0300'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0413 ***********************************************************************
 LM0413  DESIGNATION -  K 386
 LM0413  PID         -  LM0413
 LM0413  STATE/COUNTY-  CO/RIO BLANCO
 LM0413  USGS QUAD   -  DUNCKLEY PASS (1966)
 LM0413
 LM0413                         *CURRENT SURVEY CONTROL
 LM0413  ___________________________________________________________________
 LM0413* NAD 83(1986)-  40 12 14.     (N)    107 10 17.     (W)     SCALED    
 LM0413* NAVD 88     -      2924.033  (meters)    9593.26   (feet)  ADJUSTED  
 LM0413  ___________________________________________________________________
 LM0413  GEOID HEIGHT-         -12.75  (meters)                     GEOID03
 LM0413  DYNAMIC HT  -        2921.004 (meters)    9583.33  (feet)  COMP
 LM0413  MODELED GRAV-     979,479.9   (mgal)                       NAVD 88
 LM0413
 LM0413  VERT ORDER  -  SECOND    CLASS 0
 LM0413
 LM0413.The horizontal coordinates were scaled from a topographic map and have
 LM0413.an estimated accuracy of +/- 6 seconds.
 LM0413
 LM0413.The orthometric height was determined by differential leveling
 LM0413.and adjusted by the National Geodetic Survey in June 1991..
 LM0413
 LM0413.The geoid height was determined by GEOID03.
 LM0413
 LM0413.The dynamic height is computed by dividing the NAVD 88
 LM0413.geopotential number by the normal gravity value computed on the
 LM0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0413.degrees latitude (g = 980.6199 gals.).
 LM0413
 LM0413.The modeled gravity was interpolated from observed gravity values.
 LM0413
 LM0413;                    North         East    Units  Estimated Accuracy
 LM0413;SPC CO N     -   402,800.      772,120.      MT  (+/- 180 meters Scaled)
 LM0413
 LM0413                          SUPERSEDED SURVEY CONTROL
 LM0413
 LM0413  NGVD 29 (??/??/92) 2922.756  (m)         9589.08   (f) ADJ UNCH    2 0
 LM0413
 LM0413.Superseded values are not recommended for survey control.
 LM0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0413.See file dsdata.txt to determine how the superseded data were derived.
 LM0413
 LM0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE151526(NAD 83)
 LM0413_MARKER: DD = SURVEY DISK
 LM0413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0413_SP_SET: CULVERT
 LM0413_STAMPING: K 386 1966
 LM0413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0413
 LM0413  HISTORY     - Date     Condition        Report By
 LM0413  HISTORY     - 1966     MONUMENTED       BPR
 LM0413  HISTORY     - 1966     GOOD             NGS
 LM0413
 LM0413                          STATION DESCRIPTION
 LM0413
 LM0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 LM0413'17.45 MI W FROM PHIPPSBURG.
 LM0413'17.45 MILES WEST ALONG STATE HIGHWAY 132 FROM THE JUNCTION OF STATE
 LM0413'HIGHWAY 131 AT PHIPPSBURG, 4.5 FEET WEST OF THE EAST END OF THE NORTH
 LM0413'HEAD WALL OF A 24-INCH PIPE CULVERT, 25 FEET NORTH OF THE CENTER LINE
 LM0413'OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0395 ***********************************************************************
 LM0395  DESIGNATION -  K 387
 LM0395  PID         -  LM0395
 LM0395  STATE/COUNTY-  CO/RIO BLANCO
 LM0395  USGS QUAD   -  DUNCKLEY PASS (1966)
 LM0395
 LM0395                         *CURRENT SURVEY CONTROL
 LM0395  ___________________________________________________________________
 LM0395* NAD 83(1986)-  40 09 48.     (N)    107 13 39.     (W)     SCALED    
 LM0395* NAVD 88     -      2631.977  (meters)    8635.08   (feet)  ADJUSTED  
 LM0395  ___________________________________________________________________
 LM0395  GEOID HEIGHT-         -12.62  (meters)                     GEOID03
 LM0395  DYNAMIC HT  -        2629.096 (meters)    8625.63  (feet)  COMP
 LM0395  MODELED GRAV-     979,434.6   (mgal)                       NAVD 88
 LM0395
 LM0395  VERT ORDER  -  SECOND    CLASS 0
 LM0395
 LM0395.The horizontal coordinates were scaled from a topographic map and have
 LM0395.an estimated accuracy of +/- 6 seconds.
 LM0395
 LM0395.The orthometric height was determined by differential leveling
 LM0395.and adjusted by the National Geodetic Survey in June 1991..
 LM0395
 LM0395.The geoid height was determined by GEOID03.
 LM0395
 LM0395.The dynamic height is computed by dividing the NAVD 88
 LM0395.geopotential number by the normal gravity value computed on the
 LM0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0395.degrees latitude (g = 980.6199 gals.).
 LM0395
 LM0395.The modeled gravity was interpolated from observed gravity values.
 LM0395
 LM0395;                    North         East    Units  Estimated Accuracy
 LM0395;SPC CO N     -   398,390.      767,250.      MT  (+/- 180 meters Scaled)
 LM0395
 LM0395                          SUPERSEDED SURVEY CONTROL
 LM0395
 LM0395  NGVD 29 (??/??/92) 2630.529  (m)         8630.33   (f) ADJ UNCH    2 0
 LM0395
 LM0395.Superseded values are not recommended for survey control.
 LM0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0395.See file dsdata.txt to determine how the superseded data were derived.
 LM0395
 LM0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE103482(NAD 83)
 LM0395_MARKER: DB = BENCH MARK DISK
 LM0395_SETTING: 80 = SET IN A BOULDER
 LM0395_SP_SET: BOULDER
 LM0395_STAMPING: K 387 1966
 LM0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0395+STABILITY: SURFACE MOTION
 LM0395
 LM0395  HISTORY     - Date     Condition        Report By
 LM0395  HISTORY     - 1966     MONUMENTED       CGS
 LM0395
 LM0395                          STATION DESCRIPTION
 LM0395
 LM0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0395'27.95 MI W FROM PHIPPSBURG.
 LM0395'27.95 MILES WEST ALONG STATE HIGHWAY 132 FROM THE JUNCTION OF STATE
 LM0395'HIGHWAY 131 AT PHIPPSBURG, 0.05 MILE NORTH OF THE JUNCTION OF A DIRT
 LM0395'ROAD NORTHEAST, IN THE TOP OF A 3 X 5-FOOT EMBEDDED BOULDER, 39 FEET
 LM0395'EAST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET NORTHEAST OF THE EAST
 LM0395'END OF A 30-INCH PIPE CULVERT WITH STONE HEAD WALL, 7.3 FEET WEST OF A
 LM0395'WITNESS SIGN NAILED TO AN ASPEN TREE AND ABOUT 3 FEET HIGHER THAN THE
 LM0395'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0056 ***********************************************************************
 HJ0056  DESIGNATION -  K 39
 HJ0056  PID         -  HJ0056
 HJ0056  STATE/COUNTY-  CO/BACA
 HJ0056  USGS QUAD   -  CAMPO (1978)
 HJ0056
 HJ0056                         *CURRENT SURVEY CONTROL
 HJ0056  ___________________________________________________________________
 HJ0056* NAD 83(1986)-  37 03 43.     (N)    102 34 44.     (W)     SCALED    
 HJ0056* NAVD 88     -      1312.650  (meters)    4306.59   (feet)  ADJUSTED  
 HJ0056  ___________________________________________________________________
 HJ0056  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 HJ0056  DYNAMIC HT  -        1311.222 (meters)    4301.90  (feet)  COMP
 HJ0056  MODELED GRAV-     979,498.0   (mgal)                       NAVD 88
 HJ0056
 HJ0056  VERT ORDER  -  FIRST     CLASS II
 HJ0056
 HJ0056.The horizontal coordinates were scaled from a topographic map and have
 HJ0056.an estimated accuracy of +/- 6 seconds.
 HJ0056
 HJ0056.The orthometric height was determined by differential leveling
 HJ0056.and adjusted by the National Geodetic Survey in June 1991..
 HJ0056
 HJ0056.The geoid height was determined by GEOID03.
 HJ0056
 HJ0056.The dynamic height is computed by dividing the NAVD 88
 HJ0056.geopotential number by the normal gravity value computed on the
 HJ0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0056.degrees latitude (g = 980.6199 gals.).
 HJ0056
 HJ0056.The modeled gravity was interpolated from observed gravity values.
 HJ0056
 HJ0056;                    North         East    Units  Estimated Accuracy
 HJ0056;SPC CO S     -   352,730.    1,174,170.      MT  (+/- 180 meters Scaled)
 HJ0056
 HJ0056                          SUPERSEDED SURVEY CONTROL
 HJ0056
 HJ0056  NGVD 29 (??/??/92) 1312.043  (m)         4304.59   (f) ADJ UNCH    1 2
 HJ0056
 HJ0056.Superseded values are not recommended for survey control.
 HJ0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0056.See file dsdata.txt to determine how the superseded data were derived.
 HJ0056
 HJ0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB152044(NAD 83)
 HJ0056_MARKER: DB = BENCH MARK DISK
 HJ0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0056_STAMPING: K 39 1933
 HJ0056_MARK LOGO: CGS   
 HJ0056_PROJECTION: PROJECTING 15 CENTIMETERS
 HJ0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0056+STABILITY: SURFACE MOTION
 HJ0056
 HJ0056  HISTORY     - Date     Condition        Report By
 HJ0056  HISTORY     - 1933     MONUMENTED       CGS
 HJ0056  HISTORY     - 1973     GOOD             USGS
 HJ0056  HISTORY     - 1976     GOOD             USGS
 HJ0056  HISTORY     - 1976     GOOD             USGS
 HJ0056  HISTORY     - 1985     GOOD             NGS
 HJ0056
 HJ0056                          STATION DESCRIPTION
 HJ0056
 HJ0056'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HJ0056'2.9 MI S FROM CAMPO.
 HJ0056'2.9 MILES SOUTH ALONG THE OLD LOCATION OF U.S. HWY. 287 FROM CAMPO,
 HJ0056'BACA COUNTY, 670 FEET NORTHWEST OF A RAILROAD CROSSING, 170 FEET
 HJ0056'NORTHEAST OF A FENCE CORNER AT THE GATE LEADING INTO NATIONAL
 HJ0056'GRASSLANDS PASTURE 6A, 125 FEET NORTH OF A TRACK ROAD, 82 FEET EAST
 HJ0056'OF THE CENTERLINE PROJECTED FROM A COUNTY ROAD GOING SOUTH, AND 75
 HJ0056'FEET SOUTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY.  A STANDARD
 HJ0056'DISK, STAMPED K 39 1933 AND SET IN THE TOP OF A CONCRETE POST.
 HJ0056
 HJ0056                          STATION RECOVERY (1976)
 HJ0056
 HJ0056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HJ0056'2.9 MILES SOUTH ALONG US HWY. 287 FROM POST OFFICE AT CAMPO, BACA,
 HJ0056'COUNTY TO A X-ROADS. 0.38 MI. WEST ON GRAVEL ROAD TO RAILROAD X-ING.,
 HJ0056'740 FT. WEST ALONG TRACK ROAD AND 142 FT. NORTH CENTERLINE OF TRACK
 HJ0056'ROAD. A STANDARD DISK SET IN A CONCRETE POST STAMPED K-39 1933.
 HJ0056'PROJECTING 7 IN.
 HJ0056
 HJ0056                          STATION RECOVERY (1976)
 HJ0056
 HJ0056'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HJ0056'2.9 MILES SOUTH ALONG US HWY. 287 FROM POST OFFICE AT CAMPO, BACA,
 HJ0056'COUNTY TO A X-ROADS. 0.38 MI. WEST ON GRAVEL ROAD TO RAILROAD X-ING.,
 HJ0056'740 FT. WEST ALONG TRACK ROAD AND 142 FT. NORTH CENTERLINE OF TRACK
 HJ0056'ROAD. A STANDARD DISK SET IN A CONCRETE POST STAMPED K-39 1933.
 HJ0056'PROJECTING 7 IN.
 HJ0056
 HJ0056                          STATION RECOVERY (1985)
 HJ0056
 HJ0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HJ0056'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS. 38.8 KM
 HJ0056'(24.1 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE IN
 HJ0056'BOISE CITY, THENCE 0.6 KM (0.35 MI) WEST ALONG COUNTY ROAD F, THENCE
 HJ0056'0.3 KM (0.2 MI) WEST ALONG A TRACK ROAD, OR 39.8 KM (24.7 MI)
 HJ0056'SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE IN SPRINGFIELD,
 HJ0056'THENCE 0.6 KM (0.35 MI) WEST ALONG COUNTY ROAD F, THENCE 0.3 KM
 HJ0056'(0.2 MI) WEST ALONG A TRACK ROAD, 4.5 KM (2.8 MI) SOUTH OF THE SMALL
 HJ0056'TOWN OF CAMPO, 228.4 M (49.3 FT) WEST OF THE NEAR RAIL OF THE SNATA FE
 HJ0056'RAILROAD, 45.7 M (149.9 FT) NORTHEAST OF A FENCE CORNER, AND 38.1 M
 HJ0056'(125.0 FT) NORTH OF THE CENTER OF THE TRACK ROAD.
 HJ0056'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 HJ0056'THE MARK IS ABOVE LEVEL WITH THE TRACK ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1115 ***********************************************************************
 LL1115  DESIGNATION -  K 390
 LL1115  PID         -  LL1115
 LL1115  STATE/COUNTY-  CO/WELD
 LL1115  USGS QUAD   -  CARR EAST (1972)
 LL1115
 LL1115                         *CURRENT SURVEY CONTROL
 LL1115  ___________________________________________________________________
 LL1115* NAD 83(1992)-  40 54 23.54480(N)    104 47 54.79201(W)     ADJUSTED  
 LL1115* NAVD 88     -      1733.339  (meters)    5686.80   (feet)  ADJUSTED  
 LL1115  ___________________________________________________________________
 LL1115  X           -  -1,233,350.841 (meters)                     COMP
 LL1115  Y           -  -4,668,522.856 (meters)                     COMP
 LL1115  Z           -   4,155,708.696 (meters)                     COMP
 LL1115  LAPLACE CORR-          -9.14  (seconds)                    DEFLEC99
 LL1115  ELLIP HEIGHT-        1716.74  (meters)          (12/03/02) GPS OBS
 LL1115  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 LL1115  DYNAMIC HT  -        1731.843 (meters)    5681.89  (feet)  COMP
 LL1115  MODELED GRAV-     979,699.9   (mgal)                       NAVD 88
 LL1115
 LL1115  HORZ ORDER  -  FIRST
 LL1115  VERT ORDER  -  FIRST     CLASS II
 LL1115  ELLP ORDER  -  FOURTH    CLASS II
 LL1115
 LL1115.The horizontal coordinates were established by GPS observations
 LL1115.and adjusted by the National Geodetic Survey in March 1998..
 LL1115
 LL1115.The orthometric height was determined by differential leveling
 LL1115.and adjusted by the National Geodetic Survey in June 1991..
 LL1115
 LL1115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1115
 LL1115.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1115
 LL1115.The ellipsoidal height was determined by GPS observations
 LL1115.and is referenced to NAD 83.
 LL1115
 LL1115.The geoid height was determined by GEOID03.
 LL1115
 LL1115.The dynamic height is computed by dividing the NAVD 88
 LL1115.geopotential number by the normal gravity value computed on the
 LL1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1115.degrees latitude (g = 980.6199 gals.).
 LL1115
 LL1115.The modeled gravity was interpolated from observed gravity values.
 LL1115
 LL1115;                    North         East     Units Scale Factor Converg.
 LL1115;SPC CO N     -   479,716.828   973,502.160   MT  1.00002232   +0 27 11.6
 LL1115;SPC CO N     - 1,573,870.96  3,193,898.34   sFT  1.00002232   +0 27 11.6
 LL1115;UTM  13      - 4,528,401.755   516,965.886   MT  0.99960354   +0 07 54.9
 LL1115
 LL1115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1115!SPC CO N     -   0.99973078  x   1.00002232  =   0.99975310
 LL1115!UTM  13      -   0.99973078  x   0.99960354  =   0.99933443
 LL1115
 LL1115                          SUPERSEDED SURVEY CONTROL
 LL1115
 LL1115  ELLIP H (03/31/98) 1716.77   (m)                       GP(       ) 4 1
 LL1115  NAVD 88 (03/31/98) 1733.34   (m)         5686.8    (f) LEVELING    3  
 LL1115  NGVD 29 (06/08/92) 1732.372  (m)         5683.62   (f) ADJUSTED    1 2
 LL1115
 LL1115.Superseded values are not recommended for survey control.
 LL1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1115.See file dsdata.txt to determine how the superseded data were derived.
 LL1115
 LL1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF1696628402(NAD 83)
 LL1115_MARKER: I = METAL ROD
 LL1115_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1115_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LL1115_STAMPING: K 390 1983
 LL1115_MARK LOGO: NGS   
 LL1115_PROJECTION: FLUSH
 LL1115_MAGNETIC: I = MARKER IS A STEEL ROD
 LL1115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1115+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1997
 LL1115_ROD/PIPE-DEPTH: 10.1 meters
 LL1115_SLEEVE-DEPTH  : 8.8 meters
 LL1115
 LL1115  HISTORY     - Date     Condition        Report By
 LL1115  HISTORY     - 1983     MONUMENTED       NGS
 LL1115  HISTORY     - 19970620 GOOD             NGS
 LL1115
 LL1115                          STATION DESCRIPTION
 LL1115
 LL1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LL1115'24.5 KM (15.2 MI) SOUTH FROM CHEYENNE WY.
 LL1115'24.5 KM (15.2 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM ITS JUNCTION
 LL1115'WITH INTERSTATE HIGHWAY 80 IN CHEYENNE, 0.8 KM (0.5 MI) NORTH OF
 LL1115'COUNTY ROAD 126, 29.3 METERS (96.1 FT) EAST OF THE CENTERLINE OF THE
 LL1115'HIGHWAY, AND 1.4 METERS (4.6 FT) NORTH-NORTHWEST OF A FENCE CORNER.
 LL1115'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LL1115'THE MARK IS 0.8 METERS  W FROM  A WITNESS POST AND FENCE
 LL1115'THE MARK IS 1.4 M ABOVE THE HIGHWAY.
 LL1115
 LL1115                          STATION RECOVERY (1997)
 LL1115
 LL1115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 LL1115'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) SOUTH OF THE
 LL1115'COLORADO-WYOMING STATE LINE, 4.3 MI (6.9 KM) EAST-NORTHEAST OF CARR
 LL1115'AND 0.5 MI (0.8 KM) NORTH OF ROCKPOST, IN THE SOUTHEAST 1/4 OF SECTION
 LL1115'20, T 11 N, R 66 W, AT U.  S.  HIGHWAY 85 MILEPOST 302.75.
 LL1115'OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION RIGHT-OF-WAY TO REACH THE
 LL1115'STATION FROM THE JUNCTION OF U.  S.  HIGHWAY 85 AND CARR ROAD IN
 LL1115'ROCKPORT, GO NORTH 0.55 MI (0.89 KM) TO THE STATION ON THE RIGHT THE
 LL1115'STATION IS A PUNCH HOLE TOP CENTER IN A STEEL ROD IN A GREASED SLEEVE
 LL1115'IN A PVC PIPE WITH A LOGO CAP SET FLUSH IN A 30-CM CONCRETE SLEEVE.
 LL1115'IT IS 29.2 M (95.8 FT) NORTHEAST OF THE CENTER LINE OF U. S.  HIGHWAY
 LL1115'85, 1.5 M (4.9 FT) WEST OF A FENCE CORNER, 0.6 M (2.0 FT) SOUTHWEST OF
 LL1115'A WITNESS POST AND RIGHT-OF-WAY FENCE AND ABOUT 2 M (6.6 FT) ABOVE THE
 LL1115'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0991 ***********************************************************************
 LL0991  DESIGNATION -  K 391
 LL0991  PID         -  LL0991
 LL0991  STATE/COUNTY-  CO/WELD
 LL0991  USGS QUAD   -  PLATTEVILLE (1975)
 LL0991
 LL0991                         *CURRENT SURVEY CONTROL
 LL0991  ___________________________________________________________________
 LL0991* NAD 83(1986)-  40 11 17.     (N)    104 49 07.     (W)     SCALED    
 LL0991* NAVD 88     -      1472.587  (meters)    4831.31   (feet)  ADJUSTED  
 LL0991  ___________________________________________________________________
 LL0991  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 LL0991  DYNAMIC HT  -        1471.280 (meters)    4827.02  (feet)  COMP
 LL0991  MODELED GRAV-     979,686.8   (mgal)                       NAVD 88
 LL0991
 LL0991  VERT ORDER  -  FIRST     CLASS II
 LL0991
 LL0991.The horizontal coordinates were scaled from a topographic map and have
 LL0991.an estimated accuracy of +/- 6 seconds.
 LL0991
 LL0991.The orthometric height was determined by differential leveling
 LL0991.and adjusted by the National Geodetic Survey in June 1991..
 LL0991
 LL0991.The geoid height was determined by GEOID03.
 LL0991
 LL0991.The dynamic height is computed by dividing the NAVD 88
 LL0991.geopotential number by the normal gravity value computed on the
 LL0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0991.degrees latitude (g = 980.6199 gals.).
 LL0991
 LL0991.The modeled gravity was interpolated from observed gravity values.
 LL0991
 LL0991;                    North         East    Units  Estimated Accuracy
 LL0991;SPC CO N     -   399,920.      972,430.      MT  (+/- 180 meters Scaled)
 LL0991
 LL0991                          SUPERSEDED SURVEY CONTROL
 LL0991
 LL0991  NGVD 29 (??/??/??) 1471.696  (m)         4828.39   (f) ADJUSTED    1 2
 LL0991
 LL0991.Superseded values are not recommended for survey control.
 LL0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0991.See file dsdata.txt to determine how the superseded data were derived.
 LL0991
 LL0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE154486(NAD 83)
 LL0991_MARKER: I = METAL ROD
 LL0991_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL0991_SP_SET: STAINLESS STEEL ROD
 LL0991_STAMPING: K 391 1983
 LL0991_MARK LOGO: NGS   
 LL0991_PROJECTION: FLUSH
 LL0991_MAGNETIC: I = MARKER IS A STEEL ROD
 LL0991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0991+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2004
 LL0991_ROD/PIPE-DEPTH: 18.6 meters
 LL0991
 LL0991  HISTORY     - Date     Condition        Report By
 LL0991  HISTORY     - 1983     MONUMENTED       NGS
 LL0991  HISTORY     - 19920823 GOOD             NGS
 LL0991  HISTORY     - 20040809 GOOD             USPSQD
 LL0991
 LL0991                          STATION DESCRIPTION
 LL0991
 LL0991'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LL0991'21.0 KM (13.05 MI) SW FROM LA SALLE.
 LL0991'THE MARK IS 0.3 M BELOW THE TRACKS.
 LL0991'21.0 KM (13.05 MI) SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 LL0991'THE STATION IN LA SALLE, 25.0 METERS (82.0 FT) SOUTH OF THE CENTER OF
 LL0991'COUNTY ROAD 28, 15.2 METERS (49.9 FT) EAST OF THE NEAR RAIL, AND
 LL0991'5.6 METERS (18.4 FT) NORTHEAST OF MILEPOST 33.  NOTE=ACCESS TO THE
 LL0991'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LL0991'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 LL0991
 LL0991                          STATION RECOVERY (1992)
 LL0991
 LL0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LL0991'21.5 KM (13.35 MI) SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD
 LL0991'FROM THE STATION IN LA SALLE, 25.0 M (82.0 FT) SOUTH OF THE CENTER OF
 LL0991'COUNTY ROAD 28, 15.2 M (49.9 FT) EAST OF THE NEAR RAIL, 5.6 M (18.4
 LL0991'FT) NORTHEAST OF MILEPOST 33, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 LL0991'TRACK, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO
 LL0991'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LL0991
 LL0991                          STATION RECOVERY (2004)
 LL0991
 LL0991'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL0991'4 INCHES BELOW GRASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1534 ***********************************************************************
 KK1534  DESIGNATION -  K 392
 KK1534  PID         -  KK1534
 KK1534  STATE/COUNTY-  CO/DENVER
 KK1534  USGS QUAD   -  COMMERCE CITY (1994)
 KK1534
 KK1534                         *CURRENT SURVEY CONTROL
 KK1534  ___________________________________________________________________
 KK1534* NAD 83(1986)-  39 47 21.     (N)    104 52 37.     (W)     SCALED    
 KK1534* NAVD 88     -      1604.180  (meters)    5263.05   (feet)  ADJUSTED  
 KK1534  ___________________________________________________________________
 KK1534  GEOID HEIGHT-         -17.53  (meters)                     GEOID03
 KK1534  DYNAMIC HT  -        1602.669 (meters)    5258.09  (feet)  COMP
 KK1534  MODELED GRAV-     979,627.7   (mgal)                       NAVD 88
 KK1534
 KK1534  VERT ORDER  -  FIRST     CLASS II
 KK1534
 KK1534.The horizontal coordinates were scaled from a topographic map and have
 KK1534.an estimated accuracy of +/- 6 seconds.
 KK1534
 KK1534.The orthometric height was determined by differential leveling
 KK1534.and adjusted by the National Geodetic Survey in June 1991..
 KK1534
 KK1534.The geoid height was determined by GEOID03.
 KK1534
 KK1534.The dynamic height is computed by dividing the NAVD 88
 KK1534.geopotential number by the normal gravity value computed on the
 KK1534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1534.degrees latitude (g = 980.6199 gals.).
 KK1534
 KK1534.The modeled gravity was interpolated from observed gravity values.
 KK1534
 KK1534;                    North         East    Units  Estimated Accuracy
 KK1534;SPC CO C     -   522,100.      967,770.      MT  (+/- 180 meters Scaled)
 KK1534
 KK1534                          SUPERSEDED SURVEY CONTROL
 KK1534
 KK1534  NGVD 29 (??/??/??) 1603.291  (m)         5260.13   (f) ADJUSTED    1 2
 KK1534
 KK1534.Superseded values are not recommended for survey control.
 KK1534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1534.See file dsdata.txt to determine how the superseded data were derived.
 KK1534
 KK1534_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE105043(NAD 83)
 KK1534_MARKER: I = METAL ROD
 KK1534_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1534_SP_SET: STAINLESS STEEL ROD
 KK1534_STAMPING: K 392 1983
 KK1534_MARK LOGO: NGS   
 KK1534_PROJECTION: FLUSH
 KK1534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1534_ROD/PIPE-DEPTH: 18.3 meters
 KK1534
 KK1534  HISTORY     - Date     Condition        Report By
 KK1534  HISTORY     - 1983     MONUMENTED       NGS
 KK1534  HISTORY     - 20060221 MARK NOT FOUND   CO0600
 KK1534
 KK1534                          STATION DESCRIPTION
 KK1534
 KK1534'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1534'IN DENVER.
 KK1534'IN DENVER, ON PROPERTY OF THE STAPLETON INTERNATIONAL AIRPORT, 0.5 KM
 KK1534'(0.3 MI) NORTH ALONG TAXIWAY Z FROM TAXIWAY Z 5, 234.0 METERS
 KK1534'(767.7 FT) EAST OF THE EAST EDGE OF RUNWAY 17L 35R, 10.7 METERS
 KK1534'(35.1 FT) SOUTHEAST OF THE EXTENDED CENTERLINE OF TAXIWAY Z 6,
 KK1534'2.2 METERS (7.2 FT) WEST OF THE WEST EDGE OF TAXIWAY Z.  NOTE=ACCESS
 KK1534'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1534'THE MARK IS 0.9 METERS  N FROM A WITNESS POST.
 KK1534'THE MARK IS ABOVE LEVEL WITH THE TAXIWAY.
 KK1534
 KK1534                          STATION RECOVERY (2006)
 KK1534
 KK1534'RECOVERY NOTE BY CITY AND COUNTY OF DENVER COLORADO 2006 (RTE)
 KK1534'MARK PROBABLY DESTROYED BY BUILDING CONSTRUCTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1342 ***********************************************************************
 KK1342  DESIGNATION -  K 393
 KK1342  PID         -  KK1342
 KK1342  STATE/COUNTY-  CO/DOUGLAS
 KK1342  USGS QUAD   -  LITTLETON (1994)
 KK1342
 KK1342                         *CURRENT SURVEY CONTROL
 KK1342  ___________________________________________________________________
 KK1342* NAD 83(1986)-  39 32 40.     (N)    105 02 35.     (W)     SCALED    
 KK1342* NAVD 88     -      1679.378  (meters)    5509.76   (feet)  ADJUSTED  
 KK1342  ___________________________________________________________________
 KK1342  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 KK1342  DYNAMIC HT  -        1677.706 (meters)    5504.27  (feet)  COMP
 KK1342  MODELED GRAV-     979,572.3   (mgal)                       NAVD 88
 KK1342
 KK1342  VERT ORDER  -  FIRST     CLASS II
 KK1342
 KK1342.The horizontal coordinates were scaled from a topographic map and have
 KK1342.an estimated accuracy of +/- 6 seconds.
 KK1342
 KK1342.The orthometric height was determined by differential leveling
 KK1342.and adjusted by the National Geodetic Survey in June 1991..
 KK1342
 KK1342.The geoid height was determined by GEOID03.
 KK1342
 KK1342.The dynamic height is computed by dividing the NAVD 88
 KK1342.geopotential number by the normal gravity value computed on the
 KK1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1342.degrees latitude (g = 980.6199 gals.).
 KK1342
 KK1342.The modeled gravity was interpolated from observed gravity values.
 KK1342
 KK1342;                    North         East    Units  Estimated Accuracy
 KK1342;SPC CO C     -   494,850.      953,680.      MT  (+/- 180 meters Scaled)
 KK1342
 KK1342                          SUPERSEDED SURVEY CONTROL
 KK1342
 KK1342  NGVD 29 (??/??/??) 1678.443  (m)         5506.69   (f) ADJUSTED    1 2
 KK1342
 KK1342.Superseded values are not recommended for survey control.
 KK1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1342.See file dsdata.txt to determine how the superseded data were derived.
 KK1342
 KK1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD963771(NAD 83)
 KK1342_MARKER: I = METAL ROD
 KK1342_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1342_SP_SET: STAINLESS STEEL ROD
 KK1342_STAMPING: K 393 1983
 KK1342_MARK LOGO: NGS   
 KK1342_PROJECTION: FLUSH
 KK1342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1342_ROD/PIPE-DEPTH: 10.1 meters
 KK1342
 KK1342  HISTORY     - Date     Condition        Report By
 KK1342  HISTORY     - 1983     MONUMENTED       NGS
 KK1342  HISTORY     - 20000914 GOOD             MSAM
 KK1342
 KK1342                          STATION DESCRIPTION
 KK1342
 KK1342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1342'8.5 KM (5.3 MI) SOUTH FROM LITTLETON.
 KK1342'8.5 KM (5.3 MI) SOUTHERLY ALONG THE DENVER AND RIO GRANDE WESTERN
 KK1342'RAILROAD FROM THE STATION IN LITTLETON, 0.7 KM (0.45 MI) NORTHWEST OF
 KK1342'MILEPOST 16, 0.3 KM (0.2 MI) SOUTHEAST OF A SWITCH, 0.3 KM (0.2 MI)
 KK1342'NORTHWEST OF SIGNAL NUMBER 159, 59.0 METERS (193.6 FT) WEST OF THE
 KK1342'NORTHWEST LEG OF THE MOST WESTERLY 1 OF 2 STEEL POWERLINE TOWERS, 11.5
 KK1342'METERS (37.7 FT) NORTHEAST OF THE NEAR RAIL, AND 0.8 METERS (2.6 FT)
 KK1342'SOUTHEAST OF A UTILITY POLE.
 KK1342'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 KK1342'THE MARK IS 0.3 M BELOW THE TRACKS.
 KK1342
 KK1342                          STATION RECOVERY (2000)
 KK1342
 KK1342'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2000 (RB)
 KK1342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1277 ***********************************************************************
 KK1277  DESIGNATION -  K 394
 KK1277  PID         -  KK1277
 KK1277  STATE/COUNTY-  CO/DENVER
 KK1277  USGS QUAD   -  ENGLEWOOD (1997)
 KK1277
 KK1277                         *CURRENT SURVEY CONTROL
 KK1277  ___________________________________________________________________
 KK1277* NAD 83(1986)-  39 42 41.     (N)    104 59 45.     (W)     SCALED    
 KK1277* NAVD 88     -      1597.909  (meters)    5242.47   (feet)  ADJUSTED  
 KK1277  ___________________________________________________________________
 KK1277  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 KK1277  DYNAMIC HT  -        1596.375 (meters)    5237.44  (feet)  COMP
 KK1277  MODELED GRAV-     979,610.4   (mgal)                       NAVD 88
 KK1277
 KK1277  VERT ORDER  -  FIRST     CLASS II
 KK1277
 KK1277.The horizontal coordinates were scaled from a topographic map and have
 KK1277.an estimated accuracy of +/- 6 seconds.
 KK1277
 KK1277.The orthometric height was determined by differential leveling
 KK1277.and adjusted by the National Geodetic Survey in June 1991..
 KK1277
 KK1277.The geoid height was determined by GEOID03.
 KK1277
 KK1277.The dynamic height is computed by dividing the NAVD 88
 KK1277.geopotential number by the normal gravity value computed on the
 KK1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1277.degrees latitude (g = 980.6199 gals.).
 KK1277
 KK1277.The modeled gravity was interpolated from observed gravity values.
 KK1277
 KK1277;                    North         East    Units  Estimated Accuracy
 KK1277;SPC CO C     -   513,410.      957,640.      MT  (+/- 180 meters Scaled)
 KK1277
 KK1277                          SUPERSEDED SURVEY CONTROL
 KK1277
 KK1277  NGVD 29 (??/??/??) 1596.998  (m)         5239.48   (f) ADJUSTED    1 2
 KK1277
 KK1277.Superseded values are not recommended for survey control.
 KK1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1277.See file dsdata.txt to determine how the superseded data were derived.
 KK1277
 KK1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED003957(NAD 83)
 KK1277_MARKER: DB = BENCH MARK DISK
 KK1277_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KK1277_SP_SET: ABUTMENT
 KK1277_STAMPING: K 394 1983
 KK1277_MARK LOGO: NGS   
 KK1277_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1277+STABILITY: POSITION/ELEVATION WELL
 KK1277
 KK1277  HISTORY     - Date     Condition        Report By
 KK1277  HISTORY     - 1983     MONUMENTED       NGS
 KK1277  HISTORY     - 1983     GOOD             NGS
 KK1277  HISTORY     - 1984     GOOD             NGS
 KK1277
 KK1277                          STATION DESCRIPTION
 KK1277
 KK1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1277'IN DENVER.
 KK1277'IN DENVER, AT THE INTERSECTION OF ALAMEDA AVENUE AND THE DENVER AND
 KK1277'RIO GRANDE WESTERN RAILROAD, SET IN TOP OF A LARGE RETAINING WALL THAT
 KK1277'SERVES AS A BRIDGE ABUTMENT FOR THE RAILROAD TRACKS, 7.2 METERS
 KK1277'(23.6 FT) NORTH OF THE CENTER OF THE WEST BOUND LANES OF THE AVENUE,
 KK1277'AND 2.9 METERS (9.5 FT) EAST OF THE NEAR RAIL.
 KK1277'THE MARK IS 2.0 M BELOW THE TRACKS.
 KK1277
 KK1277                          STATION RECOVERY (1983)
 KK1277
 KK1277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK1277'RECOVERED IN GOOD CONDITION.
 KK1277
 KK1277                          STATION RECOVERY (1984)
 KK1277
 KK1277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK1277'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0857 ***********************************************************************
 JK0857  DESIGNATION -  K 395
 JK0857  PID         -  JK0857
 JK0857  STATE/COUNTY-  CO/EL PASO
 JK0857  USGS QUAD   -  PIKEVIEW (1994)
 JK0857
 JK0857                         *CURRENT SURVEY CONTROL
 JK0857  ___________________________________________________________________
 JK0857* NAD 83(1986)-  38 58 05.     (N)    104 48 18.     (W)     SCALED    
 JK0857* NAVD 88     -      2004.553  (meters)    6576.60   (feet)  ADJUSTED  
 JK0857  ___________________________________________________________________
 JK0857  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 JK0857  DYNAMIC HT  -        2002.338 (meters)    6569.34  (feet)  COMP
 JK0857  MODELED GRAV-     979,451.1   (mgal)                       NAVD 88
 JK0857
 JK0857  VERT ORDER  -  FIRST     CLASS II
 JK0857
 JK0857.The horizontal coordinates were scaled from a topographic map and have
 JK0857.an estimated accuracy of +/- 6 seconds.
 JK0857
 JK0857.The orthometric height was determined by differential leveling
 JK0857.and adjusted by the National Geodetic Survey in June 1991..
 JK0857
 JK0857.The geoid height was determined by GEOID03.
 JK0857
 JK0857.The dynamic height is computed by dividing the NAVD 88
 JK0857.geopotential number by the normal gravity value computed on the
 JK0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0857.degrees latitude (g = 980.6199 gals.).
 JK0857
 JK0857.The modeled gravity was interpolated from observed gravity values.
 JK0857
 JK0857;                    North         East    Units  Estimated Accuracy
 JK0857;SPC CO C     -   430,990.      974,630.      MT  (+/- 180 meters Scaled)
 JK0857
 JK0857                          SUPERSEDED SURVEY CONTROL
 JK0857
 JK0857.No superseded survey control is available for this station.
 JK0857
 JK0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED168132(NAD 83)
 JK0857_MARKER: I = METAL ROD
 JK0857_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK0857_SP_SET: STAINLESS STEEL ROD
 JK0857_STAMPING: K 395 1983
 JK0857_MARK LOGO: NGS   
 JK0857_PROJECTION: FLUSH
 JK0857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0857_ROD/PIPE-DEPTH: 13.7 meters
 JK0857
 JK0857  HISTORY     - Date     Condition        Report By
 JK0857  HISTORY     - 1983     MONUMENTED       NGS
 JK0857  HISTORY     - 19960808 GOOD             USPSQD
 JK0857  HISTORY     - 20010829 MARK NOT FOUND   USPSQD
 JK0857
 JK0857                          STATION DESCRIPTION
 JK0857
 JK0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JK0857'16.0 KM (9.95 MI) NORTH FROM COLORADO SPRINGS.
 JK0857'0.3 KM (0.2 MI) NORTHERLY ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0857'RAILROAD FROM THE STATION IN COLORADO SPRINGS, THENCE 15.7 KM
 JK0857'(9.75 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 25, 2.0 KM (1.25 MI)
 JK0857'NORTH OF THE INTERSECTION OF STATE HIGHWAY 83, 0.8 KM (0.5 MI) SOUTH
 JK0857'OF MILEPOST 152, 16.7 METERS (54.8 FT) WEST OF THE CENTERLINE OF THE
 JK0857'SOUTH BOUND LANES OF THE HIGHWAY, AND 1.2 METERS (3.9 FT) SOUTHEAST OF
 JK0857'THE WEST LEG OF A HIGHWAY INFORMATION SIGN.  NOTE=ACCESS TO THE DATUM
 JK0857'POINT IS THROUGH A 5-INCH LOGO CAP.
 JK0857'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 JK0857'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JK0857
 JK0857                          STATION RECOVERY (1996)
 JK0857
 JK0857'RECOVERY NOTE BY US POWER SQUADRON 1996
 JK0857'RECOVERED IN GOOD CONDITION.
 JK0857
 JK0857                          STATION RECOVERY (2001)
 JK0857
 JK0857'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 JK0857'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0852 ***********************************************************************
 JK0852  DESIGNATION -  K 396
 JK0852  PID         -  JK0852
 JK0852  STATE/COUNTY-  CO/EL PASO
 JK0852  USGS QUAD   -  PIKEVIEW (1994)
 JK0852
 JK0852                         *CURRENT SURVEY CONTROL
 JK0852  ___________________________________________________________________
 JK0852* NAD 83(1986)-  38 54 22.     (N)    104 49 34.     (W)     SCALED    
 JK0852* NAVD 88     -      1903.609  (meters)    6245.42   (feet)  ADJUSTED  
 JK0852  ___________________________________________________________________
 JK0852  GEOID HEIGHT-         -16.72  (meters)                     GEOID03
 JK0852  DYNAMIC HT  -        1901.516 (meters)    6238.56  (feet)  COMP
 JK0852  MODELED GRAV-     979,461.3   (mgal)                       NAVD 88
 JK0852
 JK0852  VERT ORDER  -  FIRST     CLASS II
 JK0852
 JK0852.The horizontal coordinates were scaled from a topographic map and have
 JK0852.an estimated accuracy of +/- 6 seconds.
 JK0852
 JK0852.The orthometric height was determined by differential leveling
 JK0852.and adjusted by the National Geodetic Survey in June 1991..
 JK0852
 JK0852.The geoid height was determined by GEOID03.
 JK0852
 JK0852.The dynamic height is computed by dividing the NAVD 88
 JK0852.geopotential number by the normal gravity value computed on the
 JK0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0852.degrees latitude (g = 980.6199 gals.).
 JK0852
 JK0852.The modeled gravity was interpolated from observed gravity values.
 JK0852
 JK0852;                    North         East    Units  Estimated Accuracy
 JK0852;SPC CO C     -   424,100.      972,850.      MT  (+/- 180 meters Scaled)
 JK0852
 JK0852                          SUPERSEDED SURVEY CONTROL
 JK0852
 JK0852.No superseded survey control is available for this station.
 JK0852
 JK0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED150063(NAD 83)
 JK0852_MARKER: F = FLANGE-ENCASED ROD
 JK0852_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK0852_SP_SET: STAINLESS STEEL ROD
 JK0852_STAMPING: K 396 1983
 JK0852_MARK LOGO: NGS   
 JK0852_PROJECTION: FLUSH
 JK0852_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0852_ROD/PIPE-DEPTH: 4.00 meters
 JK0852
 JK0852  HISTORY     - Date     Condition        Report By
 JK0852  HISTORY     - 1983     MONUMENTED       NGS
 JK0852  HISTORY     - 19960808 GOOD             USPSQD
 JK0852  HISTORY     - 20010829 GOOD             USPSQD
 JK0852  HISTORY     - 2002     GOOD             ZYLSTR
 JK0852
 JK0852                          STATION DESCRIPTION
 JK0852
 JK0852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JK0852'8.3 KM (5.15 MI) NORTH FROM COLORADO SPRINGS.
 JK0852'0.3 KM (0.2 MI) NORTHERLY ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0852'RAILROAD FROM THE STATION IN COLORADO SPRINGS, THENCE 8.0 KM (4.95 MI)
 JK0852'NORTHERLY ALONG INTERSTATE HIGHWAY 25, 52.7 METERS (172.9 FT) SOUTH OF
 JK0852'THE SOUTH END OF A GUARD RAIL, 43.6 METERS (143.O FT) NORTH OF THE
 JK0852'NORTH END OF A GUARD RAIL, 24.9 METERS (81.7 FT) SOUTHWEST OF A
 JK0852'UTILITY POLE AND UTILITY LINE CROSSING, 18.5 METERS (60.7 FT) WEST OF
 JK0852'A FENCE, 14.2 METERS (46.6 FT) EAST OF THE CENTERLINE OF THE NORTH
 JK0852'BOUND LANES OF THE HIGHWAY, 13.0 METERS (42.7 FT) SOUTHEAST OF A
 JK0852'UTILITY POLE WITH A STREET LAMP AND 1.2 METERS (3.9 FT) SOUTHEAST OF
 JK0852'THE WEST LEG OF A HIGHWAY INFORMATION SIGN.  NOTE=ACCESS TO THE DATUM
 JK0852'POINT IS THROUGH A 5-INCH LOGO CAP.
 JK0852'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 JK0852'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 JK0852
 JK0852                          STATION RECOVERY (1996)
 JK0852
 JK0852'RECOVERY NOTE BY US POWER SQUADRON 1996
 JK0852'RECOVERED IN GOOD CONDITION.
 JK0852
 JK0852                          STATION RECOVERY (2001)
 JK0852
 JK0852'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 JK0852'DISK IS ILLEGIBLE
 JK0852
 JK0852                          STATION RECOVERY (2002)
 JK0852
 JK0852'RECOVERY NOTE BY ZYLSTRA-BAKER SURVEYING INCORPORATED 2002 (LDV)
 JK0852'RECOVERED AS DESCRIBED.
 JK0852'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0434 ***********************************************************************
 HM0434  DESIGNATION -  K 397
 HM0434  PID         -  HM0434
 HM0434  STATE/COUNTY-  CO/MONTEZUMA
 HM0434  USGS QUAD   -  MUD CREEK (1979)
 HM0434
 HM0434                         *CURRENT SURVEY CONTROL
 HM0434  ___________________________________________________________________
 HM0434* NAD 83(1986)-  37 19 55.     (N)    108 43 32.     (W)     SCALED    
 HM0434* NAVD 88     -      1719.601  (meters)    5641.72   (feet)  ADJUSTED  
 HM0434  ___________________________________________________________________
 HM0434  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 HM0434  DYNAMIC HT  -        1717.546 (meters)    5634.98  (feet)  COMP
 HM0434  MODELED GRAV-     979,375.3   (mgal)                       NAVD 88
 HM0434
 HM0434  VERT ORDER  -  FIRST     CLASS II
 HM0434
 HM0434.The horizontal coordinates were scaled from a topographic map and have
 HM0434.an estimated accuracy of +/- 6 seconds.
 HM0434
 HM0434.The orthometric height was determined by differential leveling
 HM0434.and adjusted by the National Geodetic Survey in June 1991..
 HM0434
 HM0434.The geoid height was determined by GEOID03.
 HM0434
 HM0434.The dynamic height is computed by dividing the NAVD 88
 HM0434.geopotential number by the normal gravity value computed on the
 HM0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0434.degrees latitude (g = 980.6199 gals.).
 HM0434
 HM0434.The modeled gravity was interpolated from observed gravity values.
 HM0434
 HM0434;                    North         East    Units  Estimated Accuracy
 HM0434;SPC CO S     -   383,570.      628,600.      MT  (+/- 180 meters Scaled)
 HM0434
 HM0434                          SUPERSEDED SURVEY CONTROL
 HM0434
 HM0434.No superseded survey control is available for this station.
 HM0434
 HM0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG015341(NAD 83)
 HM0434_MARKER: I = METAL ROD
 HM0434_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HM0434_SP_SET: STAINLESS STEEL ROD
 HM0434_STAMPING: K 397 1984
 HM0434_MARK LOGO: NGS   
 HM0434_PROJECTION: FLUSH
 HM0434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0434_ROD/PIPE-DEPTH: 3.7  meters
 HM0434
 HM0434  HISTORY     - Date     Condition        Report By
 HM0434  HISTORY     - 1984     MONUMENTED       NGS
 HM0434
 HM0434                          STATION DESCRIPTION
 HM0434
 HM0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0434'15.2 KM (9.45 MI) WEST FROM CORTEZ.
 HM0434'4.1 KM (2.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 160 FROM ITS WEST
 HM0434'JUNCTION WITH U.S. HIGHWAY 666 IN CORTEZ, THENCE 11.1 KM (6.9 MI)
 HM0434'WESTERLY ALONG A PAVED ROAD, 1.0 KM (0.6 MI) EAST OF THE INTERSECTION
 HM0434'OF A GRAVELED ROAD LEADING NORTH, 8.2 METERS (26.9 FT) NORTHEAST OF
 HM0434'THE CENTERLINE OF THE ROAD, 3.0 METERS (9.8 FT) NORTHWEST OF THE
 HM0434'CENTER OF A FIELD ENTRANCE, AND 2.6 METERS (8.5 FT) SOUTHEAST OF A
 HM0434'UTILITY POLE NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 HM0434'CAP.
 HM0434'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 HM0434'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0407 ***********************************************************************
 HM0407  DESIGNATION -  K 398
 HM0407  PID         -  HM0407
 HM0407  STATE/COUNTY-  CO/MONTEZUMA
 HM0407  USGS QUAD   -  MANCOS (1973)
 HM0407
 HM0407                         *CURRENT SURVEY CONTROL
 HM0407  ___________________________________________________________________
 HM0407* NAD 83(1992)-  37 20 51.47985(N)    108 16 21.97932(W)     ADJUSTED  
 HM0407* NAVD 88     -      2181.048  (meters)    7155.65   (feet)  ADJUSTED  
 HM0407  ___________________________________________________________________
 HM0407  X           -  -1,592,287.925 (meters)                     COMP
 HM0407  Y           -  -4,822,319.901 (meters)                     COMP
 HM0407  Z           -   3,849,446.187 (meters)                     COMP
 HM0407  LAPLACE CORR-           9.06  (seconds)                    DEFLEC99
 HM0407  ELLIP HEIGHT-        2162.32  (meters)          (12/03/02) GPS OBS
 HM0407  GEOID HEIGHT-         -18.70  (meters)                     GEOID03
 HM0407  DYNAMIC HT  -        2178.237 (meters)    7146.43  (feet)  COMP
 HM0407  MODELED GRAV-     979,263.3   (mgal)                       NAVD 88
 HM0407
 HM0407  HORZ ORDER  -  FIRST
 HM0407  VERT ORDER  -  FIRST     CLASS II
 HM0407  ELLP ORDER  -  FOURTH    CLASS II
 HM0407
 HM0407.The horizontal coordinates were established by GPS observations
 HM0407.and adjusted by the National Geodetic Survey in July 1997..
 HM0407
 HM0407.The orthometric height was determined by differential leveling
 HM0407.and adjusted by the National Geodetic Survey in June 1991..
 HM0407
 HM0407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HM0407
 HM0407.The Laplace correction was computed from DEFLEC99 derived deflections.
 HM0407
 HM0407.The ellipsoidal height was determined by GPS observations
 HM0407.and is referenced to NAD 83.
 HM0407
 HM0407.The geoid height was determined by GEOID03.
 HM0407
 HM0407.The dynamic height is computed by dividing the NAVD 88
 HM0407.geopotential number by the normal gravity value computed on the
 HM0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0407.degrees latitude (g = 980.6199 gals.).
 HM0407
 HM0407.The modeled gravity was interpolated from observed gravity values.
 HM0407
 HM0407;                    North         East     Units Scale Factor Converg.
 HM0407;SPC CO S     -   384,022.933   668,761.595   MT  0.99998122   -1 42 02.7
 HM0407;SPC CO S     - 1,259,915.24  2,194,095.33   sFT  0.99998122   -1 42 02.7
 HM0407;UTM  12      - 4,136,926.929   741,573.143   MT  1.00031892   +1 39 19.0
 HM0407
 HM0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0407!SPC CO S     -   0.99966079  x   0.99998122  =   0.99964202
 HM0407!UTM  12      -   0.99966079  x   1.00031892  =   0.99997960
 HM0407
 HM0407                          SUPERSEDED SURVEY CONTROL
 HM0407
 HM0407  ELLIP H (07/06/97) 2162.34   (m)                       GP(       ) 3 1
 HM0407  NAVD 88 (07/06/97) 2181.05   (m)         7155.7    (f) LEVELING    3  
 HM0407
 HM0407.Superseded values are not recommended for survey control.
 HM0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0407.See file dsdata.txt to determine how the superseded data were derived.
 HM0407
 HM0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG4157336927(NAD 83)
 HM0407_MARKER: I = METAL ROD
 HM0407_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HM0407_SP_SET: SHALLOW SET METAL ROD
 HM0407_STAMPING: K 398 1984
 HM0407_MARK LOGO: NGS   
 HM0407_PROJECTION: FLUSH
 HM0407_MAGNETIC: I = MARKER IS A STEEL ROD
 HM0407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HM0407+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1993
 HM0407_ROD/PIPE-DEPTH: 1.2  meters
 HM0407
 HM0407  HISTORY     - Date     Condition        Report By
 HM0407  HISTORY     - 1984     MONUMENTED       NGS
 HM0407  HISTORY     - 19930623 GOOD             NGS
 HM0407
 HM0407                          STATION DESCRIPTION
 HM0407
 HM0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0407'30.8 KM (19.15 MI) EAST FROM CORTEZ.
 HM0407'30.8 KM (19.15 MI) EASTERLY ALONG U.S. HIGHWAY 160 FROM ITS WEST
 HM0407'JUNCTION WITH U.S. HIGHWAY 666 IN CORTEZ, 42.1 METERS (138.1 FT)
 HM0407'SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY,
 HM0407'15.0 METERS (49.2 FT) SOUTHEAST OF THE CENTERLINE OF BUSINESS ROUTE
 HM0407'160, 9.3 METERS (30.5 FT) NORTHEAST OF THE CENTER OF A FIELD ENTRANCE,
 HM0407'AND 5.8 METERS (19.0 FT) EAST OF THE NORTHEAST END OF AN 18-INCH METAL
 HM0407'CULVERT.  NOTE=REFUSAL WAS REACHED AT 4.0 FEET.  ACCESS TO THE DATUM
 HM0407'POINT IS THROUGH A 5-INCH LOGO CAP.
 HM0407'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 HM0407'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 HM0407
 HM0407                          STATION RECOVERY (1993)
 HM0407
 HM0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RSC)
 HM0407'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0402 ***********************************************************************
 HK0402  DESIGNATION -  K 399
 HK0402  PID         -  HK0402
 HK0402  STATE/COUNTY-  CO/CONEJOS
 HK0402  USGS QUAD   -  LA JARA (1982)
 HK0402
 HK0402                         *CURRENT SURVEY CONTROL
 HK0402  ___________________________________________________________________
 HK0402* NAD 83(1986)-  37 17 38.     (N)    105 57 23.     (W)     SCALED    
 HK0402* NAVD 88     -      2315.326  (meters)    7596.20   (feet)  ADJUSTED  
 HK0402  ___________________________________________________________________
 HK0402  GEOID HEIGHT-         -16.71  (meters)                     GEOID03
 HK0402  DYNAMIC HT  -        2312.259 (meters)    7586.14  (feet)  COMP
 HK0402  MODELED GRAV-     979,222.7   (mgal)                       NAVD 88
 HK0402
 HK0402  VERT ORDER  -  FIRST     CLASS II
 HK0402
 HK0402.The horizontal coordinates were scaled from a topographic map and have
 HK0402.an estimated accuracy of +/- 6 seconds.
 HK0402
 HK0402.The orthometric height was determined by differential leveling
 HK0402.and adjusted by the National Geodetic Survey in June 1991..
 HK0402
 HK0402.The geoid height was determined by GEOID03.
 HK0402
 HK0402.The dynamic height is computed by dividing the NAVD 88
 HK0402.geopotential number by the normal gravity value computed on the
 HK0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0402.degrees latitude (g = 980.6199 gals.).
 HK0402
 HK0402.The modeled gravity was interpolated from observed gravity values.
 HK0402
 HK0402;                    North         East    Units  Estimated Accuracy
 HK0402;SPC CO S     -   374,510.      873,940.      MT  (+/- 180 meters Scaled)
 HK0402
 HK0402                          SUPERSEDED SURVEY CONTROL
 HK0402
 HK0402.No superseded survey control is available for this station.
 HK0402
 HK0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB152279(NAD 83)
 HK0402_MARKER: I = METAL ROD
 HK0402_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HK0402_SP_SET: STAINLESS STEEL ROD
 HK0402_STAMPING: K 399 1984
 HK0402_MARK LOGO: NGS   
 HK0402_PROJECTION: FLUSH
 HK0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0402_ROD/PIPE-DEPTH: 20.8 meters
 HK0402
 HK0402  HISTORY     - Date     Condition        Report By
 HK0402  HISTORY     - 1984     MONUMENTED       NGS
 HK0402
 HK0402                          STATION DESCRIPTION
 HK0402
 HK0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HK0402'20.7 KM (12.85 MI) SOUT FROM ALAMOSA.
 HK0402'20.7 KM (12.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 HK0402'WITH U.S. HIGHWAY 160 IN ALMOSA, OR 24.6 KM (15.3 MI) NORTHERLY ALONG
 HK0402'U.S. HIGHWAY 285 FROM THE POST OFFICE IN ANTONITO, 0.5 KM (0.3 MI)
 HK0402'SOUTH OF THE INTERSECTION OF A PAVED ROAD LEADING WEST, 0.3 KM (0.2
 HK0402'MI) NORTH OF MILEPOST 21, 36.3 M (119.1 FT) WEST OF THE CENTERLINE OF
 HK0402'THE HIGHWAY, AND 14.0 M (45.9 FT) SOUTH OF THE CENTER OF A GATE AND
 HK0402'FEILD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 HK0402'LOGO CAP.
 HK0402'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 HK0402'THE MARK IS 1.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0088 ***********************************************************************
 JK0088  DESIGNATION -  K 4
 JK0088  PID         -  JK0088
 JK0088  STATE/COUNTY-  CO/PUEBLO
 JK0088  USGS QUAD   -  NORTHWEST PUEBLO (1994)
 JK0088
 JK0088                         *CURRENT SURVEY CONTROL
 JK0088  ___________________________________________________________________
 JK0088* NAD 83(1986)-  38 15 58.     (N)    104 43 33.     (W)     SCALED    
 JK0088* NAVD 88     -      1453.822  (meters)    4769.75   (feet)  ADJUSTED  
 JK0088  ___________________________________________________________________
 JK0088  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 JK0088  DYNAMIC HT  -        1452.295 (meters)    4764.74  (feet)  COMP
 JK0088  MODELED GRAV-     979,528.2   (mgal)                       NAVD 88
 JK0088
 JK0088  VERT ORDER  -  FIRST     CLASS II
 JK0088
 JK0088.The horizontal coordinates were scaled from a topographic map and have
 JK0088.an estimated accuracy of +/- 6 seconds.
 JK0088
 JK0088.The orthometric height was determined by differential leveling
 JK0088.and adjusted by the National Geodetic Survey in June 1991..
 JK0088
 JK0088.The geoid height was determined by GEOID03.
 JK0088
 JK0088.The dynamic height is computed by dividing the NAVD 88
 JK0088.geopotential number by the normal gravity value computed on the
 JK0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0088.degrees latitude (g = 980.6199 gals.).
 JK0088
 JK0088.The modeled gravity was interpolated from observed gravity values.
 JK0088
 JK0088;                    North         East    Units  Estimated Accuracy
 JK0088;SPC CO S     -   482,600.      982,150.      MT  (+/- 180 meters Scaled)
 JK0088
 JK0088                          SUPERSEDED SURVEY CONTROL
 JK0088
 JK0088  NGVD 29 (??/??/92) 1452.937  (m)         4766.84   (f) ADJ UNCH    1 2
 JK0088
 JK0088.Superseded values are not recommended for survey control.
 JK0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0088.See file dsdata.txt to determine how the superseded data were derived.
 JK0088
 JK0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC239353(NAD 83)
 JK0088_MARKER: DB = BENCH MARK DISK
 JK0088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JK0088_SP_SET: DAM
 JK0088_STAMPING: K 4 1925 ELEV 4767.169 FT
 JK0088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0088
 JK0088  HISTORY     - Date     Condition        Report By
 JK0088  HISTORY     - 1925     MONUMENTED       CGS
 JK0088  HISTORY     - 1953     GOOD             NGS
 JK0088
 JK0088                          STATION DESCRIPTION
 JK0088
 JK0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0088'6.9 MI W FROM PUEBLO.
 JK0088'6.9 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0088'FROM THE STATION AT PUEBLO, 2 POLES WEST OF MILEPOST 126, AT
 JK0088'THE SOUTH END OF THE CONCRETE ROCK CANYON BARRIER DAM, 41 FEET
 JK0088'SOUTH OF THE SOUTH RAIL OF THE SOUTH TRACK, 21 FEET WEST OF A
 JK0088'TELEPHONE POLE, IN LINE WITH A ROW OF TELEPHONE POLES, 8 FEET ABOVE
 JK0088'THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTHEAST END OF THE
 JK0088'SOUTHEAST CONCRETE WINGWALL WHICH IS AT THE NORTH END OF THE DIRT PART
 JK0088'OF THE DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0497 ***********************************************************************
 JJ0497  DESIGNATION -  K 40
 JJ0497  PID         -  JJ0497
 JJ0497  STATE/COUNTY-  CO/OTERO
 JJ0497  USGS QUAD   -  ROCKY FORD (1979)
 JJ0497
 JJ0497                         *CURRENT SURVEY CONTROL
 JJ0497  ___________________________________________________________________
 JJ0497* NAD 83(1986)-  38 03 21.     (N)    103 43 42.     (W)     SCALED    
 JJ0497* NAVD 88     -      1277.158  (meters)    4190.14   (feet)  ADJUSTED  
 JJ0497  ___________________________________________________________________
 JJ0497  GEOID HEIGHT-         -21.63  (meters)                     GEOID03
 JJ0497  DYNAMIC HT  -        1275.871 (meters)    4185.92  (feet)  COMP
 JJ0497  MODELED GRAV-     979,578.0   (mgal)                       NAVD 88
 JJ0497
 JJ0497  VERT ORDER  -  FIRST     CLASS II
 JJ0497
 JJ0497.The horizontal coordinates were scaled from a topographic map and have
 JJ0497.an estimated accuracy of +/- 6 seconds.
 JJ0497
 JJ0497.The orthometric height was determined by differential leveling
 JJ0497.and adjusted by the National Geodetic Survey in June 1991..
 JJ0497
 JJ0497.The geoid height was determined by GEOID03.
 JJ0497
 JJ0497.The dynamic height is computed by dividing the NAVD 88
 JJ0497.geopotential number by the normal gravity value computed on the
 JJ0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0497.degrees latitude (g = 980.6199 gals.).
 JJ0497
 JJ0497.The modeled gravity was interpolated from observed gravity values.
 JJ0497
 JJ0497;                    North         East    Units  Estimated Accuracy
 JJ0497;SPC CO S     -   460,450.    1,069,880.      MT  (+/- 180 meters Scaled)
 JJ0497
 JJ0497                          SUPERSEDED SURVEY CONTROL
 JJ0497
 JJ0497  NGVD 29 (??/??/92) 1276.480  (m)         4187.92   (f) ADJ UNCH    1 2
 JJ0497
 JJ0497.Superseded values are not recommended for survey control.
 JJ0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0497.See file dsdata.txt to determine how the superseded data were derived.
 JJ0497
 JJ0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC115127(NAD 83)
 JJ0497_MARKER: DB = BENCH MARK DISK
 JJ0497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0497_STAMPING: K 40 1934
 JJ0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0497+STABILITY: SURFACE MOTION
 JJ0497
 JJ0497  HISTORY     - Date     Condition        Report By
 JJ0497  HISTORY     - 1934     MONUMENTED       CGS
 JJ0497  HISTORY     - 1954     MARK NOT FOUND   NGS
 JJ0497  HISTORY     - 1954     MARK NOT FOUND   USGS
 JJ0497  HISTORY     - 1985     MARK NOT FOUND   NGS
 JJ0497
 JJ0497                          STATION DESCRIPTION
 JJ0497
 JJ0497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JJ0497'0.5 MI W FROM ROCKY FORD.
 JJ0497'0.5 MILE WEST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JJ0497'FROM THE STATION AT ROCKY FORD, AT MILEAGE 566.15, 150 FEET EAST OF
 JJ0497'A LARGE WAREHOUSE, 66 FEET NORTH OF A FENCE CORNER AND A POWERLINE
 JJ0497'POLE, 45 FEET WEST OF THE CENTERLINE OF A GRAVEL STREET, 45 FEET
 JJ0497'SOUTH OF THE CENTERLINE OF THE MAIN TRACK, AND ABOUT LEVEL WITH THE
 JJ0497'TRACK.  A STANDARD DISK, STAMPED K 40 1934 AND SET IN THE TOP OF A
 JJ0497'CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 JJ0497
 JJ0497                          STATION RECOVERY (1954)
 JJ0497
 JJ0497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JJ0497'MARK NOT FOUND.
 JJ0497
 JJ0497                          STATION RECOVERY (1985)
 JJ0497
 JJ0497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0901 ***********************************************************************
 JK0901  DESIGNATION -  K 400
 JK0901  PID         -  JK0901
 JK0901  STATE/COUNTY-  CO/SAGUACHE
 JK0901  USGS QUAD   -  VILLA GROVE (1979)
 JK0901
 JK0901                         *CURRENT SURVEY CONTROL
 JK0901  ___________________________________________________________________
 JK0901* NAD 83(1986)-  38 09 18.     (N)    105 55 33.     (W)     SCALED    
 JK0901* NAVD 88     -      2350.009  (meters)    7709.99   (feet)  ADJUSTED  
 JK0901  ___________________________________________________________________
 JK0901  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 JK0901  DYNAMIC HT  -        2347.039 (meters)    7700.24  (feet)  COMP
 JK0901  MODELED GRAV-     979,280.9   (mgal)                       NAVD 88
 JK0901
 JK0901  VERT ORDER  -  FIRST     CLASS II
 JK0901
 JK0901.The horizontal coordinates were scaled from a topographic map and have
 JK0901.an estimated accuracy of +/- 6 seconds.
 JK0901
 JK0901.The orthometric height was determined by differential leveling
 JK0901.and adjusted by the National Geodetic Survey in June 1991..
 JK0901
 JK0901.The geoid height was determined by GEOID03.
 JK0901
 JK0901.The dynamic height is computed by dividing the NAVD 88
 JK0901.geopotential number by the normal gravity value computed on the
 JK0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0901.degrees latitude (g = 980.6199 gals.).
 JK0901
 JK0901.The modeled gravity was interpolated from observed gravity values.
 JK0901
 JK0901;                    North         East    Units  Estimated Accuracy
 JK0901;SPC CO S     -   470,070.      877,080.      MT  (+/- 180 meters Scaled)
 JK0901
 JK0901                          SUPERSEDED SURVEY CONTROL
 JK0901
 JK0901.No superseded survey control is available for this station.
 JK0901
 JK0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC188234(NAD 83)
 JK0901_MARKER: I = METAL ROD
 JK0901_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK0901_SP_SET: STAINLESS STEEL ROD
 JK0901_STAMPING: K 400 1984
 JK0901_MARK LOGO: NGS   
 JK0901_PROJECTION: FLUSH
 JK0901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0901_ROD/PIPE-DEPTH: 7.0  meters
 JK0901
 JK0901  HISTORY     - Date     Condition        Report By
 JK0901  HISTORY     - 1984     MONUMENTED       NGS
 JK0901
 JK0901                          STATION DESCRIPTION
 JK0901
 JK0901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0901'10.7 KM (6.65 MI) SOUTH FROM VILLA GROVE.
 JK0901'0.2 KM (0.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE
 JK0901'IN VILLA GROVE, THENCE 9.1 KM (5.65 MI) SOUTHEASTERLY ALONG COUNTY
 JK0901'ROAD 58 EE, THENCE 1.4 KM (0.85 MI) SOUTHERLY ALONG STATE HIGHWAY 17,
 JK0901'63.4 M (208.0 FT) EAST OF UTILITY POLE NUMBER 803, AND 30.2 M (99.1
 JK0901'FT) WEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE--ACCESS TO DATUM
 JK0901'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JK0901'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 JK0901'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1049 ***********************************************************************
 LL1049  DESIGNATION -  K 401
 LL1049  PID         -  LL1049
 LL1049  STATE/COUNTY-  CO/LARIMER
 LL1049  USGS QUAD   -  LOVELAND (1984)
 LL1049
 LL1049                         *CURRENT SURVEY CONTROL
 LL1049  ___________________________________________________________________
 LL1049* NAD 83(1986)-  40 23 56.     (N)    105 04 35.     (W)     SCALED    
 LL1049* NAVD 88     -      1521.033  (meters)    4990.26   (feet)  ADJUSTED  
 LL1049  ___________________________________________________________________
 LL1049  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 LL1049  DYNAMIC HT  -        1519.715 (meters)    4985.93  (feet)  COMP
 LL1049  MODELED GRAV-     979,705.4   (mgal)                       NAVD 88
 LL1049
 LL1049  VERT ORDER  -  FIRST     CLASS II
 LL1049
 LL1049.The horizontal coordinates were scaled from a topographic map and have
 LL1049.an estimated accuracy of +/- 6 seconds.
 LL1049
 LL1049.The orthometric height was determined by differential leveling
 LL1049.and adjusted by the National Geodetic Survey in June 1991..
 LL1049
 LL1049.The geoid height was determined by GEOID03.
 LL1049
 LL1049.The dynamic height is computed by dividing the NAVD 88
 LL1049.geopotential number by the normal gravity value computed on the
 LL1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1049.degrees latitude (g = 980.6199 gals.).
 LL1049
 LL1049.The modeled gravity was interpolated from observed gravity values.
 LL1049
 LL1049;                    North         East    Units  Estimated Accuracy
 LL1049;SPC CO N     -   423,200.      950,360.      MT  (+/- 180 meters Scaled)
 LL1049
 LL1049                          SUPERSEDED SURVEY CONTROL
 LL1049
 LL1049  NGVD 29 (??/??/??) 1520.159  (m)         4987.39   (f) ADJUSTED    1 2
 LL1049
 LL1049.Superseded values are not recommended for survey control.
 LL1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1049.See file dsdata.txt to determine how the superseded data were derived.
 LL1049
 LL1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE935720(NAD 83)
 LL1049_MARKER: I = METAL ROD
 LL1049_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1049_SP_SET: STAINLESS STEEL ROD
 LL1049_STAMPING: K 401 1984
 LL1049_MARK LOGO: NGS   
 LL1049_PROJECTION: FLUSH
 LL1049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1049+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2005
 LL1049_ROD/PIPE-DEPTH: 9.2  meters
 LL1049
 LL1049  HISTORY     - Date     Condition        Report By
 LL1049  HISTORY     - 1984     MONUMENTED       NGS
 LL1049  HISTORY     - 20020423 GOOD             USPSQD
 LL1049  HISTORY     - 20050811 GOOD             USPSQD
 LL1049
 LL1049                          STATION DESCRIPTION
 LL1049
 LL1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1049'IN LOVELAND.
 LL1049'IN LOVELAND, AT THE JUNCTION OF EAST 7TH STREET AND THE COLORADO AND
 LL1049'SOUTHERN RAILROAD, 32.3 METERS (106.0 FT) NORTH OF THE CENTERLINE OF
 LL1049'THE STREET, 5.5 METERS (18.0 FT) WEST OF THE NEAR RAIL, 5.1 METERS
 LL1049'(16.7 FT) EAST OF THE CENTER OF A PRIVATE DRIVEWAY, AND 0.7 METER (2.3
 LL1049'FT) NORTH OF A UTILITY POLE.  NOTE--ACCESS TO THE DATUM POINT IS
 LL1049'THROUGH A 5-INCH LOGO CAP.
 LL1049'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 LL1049'THE MARK IS ABOVE LEVEL WITH THE STREET.
 LL1049
 LL1049                          STATION RECOVERY (2002)
 LL1049
 LL1049'RECOVERY NOTE BY US POWER SQUADRON 2002 (KFJ)
 LL1049'THE MARK IS NOW APPROX 75 FEET WEST OF THE NEAR RAIL DUE TO TRACK
 LL1049'REMOVAL IN THE AREA.
 LL1049
 LL1049                          STATION RECOVERY (2005)
 LL1049
 LL1049'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 LL1049'FOUND AS DESCRIBED. ORANGE WITNESS POST IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1071 ***********************************************************************
 LL1071  DESIGNATION -  K 402
 LL1071  PID         -  LL1071
 LL1071  STATE/COUNTY-  CO/BOULDER
 LL1071  USGS QUAD   -  LONGMONT (1979)
 LL1071
 LL1071                         *CURRENT SURVEY CONTROL
 LL1071  ___________________________________________________________________
 LL1071* NAD 83(1986)-  40 12 13.     (N)    105 06 09.     (W)     SCALED    
 LL1071* NAVD 88     -      1546.219  (meters)    5072.89   (feet)  ADJUSTED  
 LL1071  ___________________________________________________________________
 LL1071  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 LL1071  DYNAMIC HT  -        1544.816 (meters)    5068.28  (feet)  COMP
 LL1071  MODELED GRAV-     979,664.8   (mgal)                       NAVD 88
 LL1071
 LL1071  VERT ORDER  -  FIRST     CLASS II
 LL1071
 LL1071.The horizontal coordinates were scaled from a topographic map and have
 LL1071.an estimated accuracy of +/- 6 seconds.
 LL1071
 LL1071.The orthometric height was determined by differential leveling
 LL1071.and adjusted by the National Geodetic Survey in June 1991..
 LL1071
 LL1071.The geoid height was determined by GEOID03.
 LL1071
 LL1071.The dynamic height is computed by dividing the NAVD 88
 LL1071.geopotential number by the normal gravity value computed on the
 LL1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1071.degrees latitude (g = 980.6199 gals.).
 LL1071
 LL1071.The modeled gravity was interpolated from observed gravity values.
 LL1071
 LL1071;                    North         East    Units  Estimated Accuracy
 LL1071;SPC CO N     -   401,500.      948,240.      MT  (+/- 180 meters Scaled)
 LL1071
 LL1071                          SUPERSEDED SURVEY CONTROL
 LL1071
 LL1071  NGVD 29 (??/??/??) 1545.312  (m)         5069.91   (f) ADJUSTED    1 2
 LL1071
 LL1071.Superseded values are not recommended for survey control.
 LL1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1071.See file dsdata.txt to determine how the superseded data were derived.
 LL1071
 LL1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE912503(NAD 83)
 LL1071_MARKER: I = METAL ROD
 LL1071_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1071_SP_SET: STAINLESS STEEL ROD
 LL1071_STAMPING: K 402 1984
 LL1071_MARK LOGO: NGS   
 LL1071_PROJECTION: FLUSH
 LL1071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1071_ROD/PIPE-DEPTH: 9.2  meters
 LL1071
 LL1071  HISTORY     - Date     Condition        Report By
 LL1071  HISTORY     - 1984     MONUMENTED       NGS
 LL1071  HISTORY     - 20030120 MARK NOT FOUND   NGS
 LL1071  HISTORY     - 20040223 MARK NOT FOUND   USPSQD
 LL1071
 LL1071                          STATION DESCRIPTION
 LL1071
 LL1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1071'IN LONGMONT.
 LL1071'IN LONGMONT, AT THE INTERSECTION OF U.S. HIGHWAY 287 AND STATE HIGHWAY
 LL1071'66, 62.5 METERS (205.1 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY
 LL1071'66, 19.0 METERS (62.3 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND
 LL1071'LANES OF THE HIGHWAY, 12.0 METERS (39.4 FT) SOUTH OF THE CENTER OF A
 LL1071'PRIVATE DRIVE, AND 0.3 METERS (1.0 FT) NORTHWEST OF A FENCE CORNER.
 LL1071'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LL1071'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 LL1071'THE MARK IS ABOVE LEVEL WITH THE U.S. HIGHWAY.
 LL1071
 LL1071                          STATION RECOVERY (2003)
 LL1071
 LL1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 LL1071'MARK NOT FOUND.
 LL1071
 LL1071                          STATION RECOVERY (2004)
 LL1071
 LL1071'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL1071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0333 ***********************************************************************
 HL0333  DESIGNATION -  K 403
 HL0333  PID         -  HL0333
 HL0333  STATE/COUNTY-  CO/LA PLATA
 HL0333  USGS QUAD   -  DURANGO WEST (1963)
 HL0333
 HL0333                         *CURRENT SURVEY CONTROL
 HL0333  ___________________________________________________________________
 HL0333* NAD 83(1986)-  37 16 36.     (N)    107 56 03.     (W)     SCALED    
 HL0333* NAVD 88     -      2076.323  (meters)    6812.07   (feet)  ADJUSTED  
 HL0333  ___________________________________________________________________
 HL0333  GEOID HEIGHT-         -18.73  (meters)                     GEOID03
 HL0333  DYNAMIC HT  -        2073.633 (meters)    6803.24  (feet)  COMP
 HL0333  MODELED GRAV-     979,261.2   (mgal)                       NAVD 88
 HL0333
 HL0333  VERT ORDER  -  FIRST     CLASS II
 HL0333
 HL0333.The horizontal coordinates were scaled from a topographic map and have
 HL0333.an estimated accuracy of +/- 6 seconds.
 HL0333
 HL0333.The orthometric height was determined by differential leveling
 HL0333.and adjusted by the National Geodetic Survey in June 1991..
 HL0333
 HL0333.The geoid height was determined by GEOID03.
 HL0333
 HL0333.The dynamic height is computed by dividing the NAVD 88
 HL0333.geopotential number by the normal gravity value computed on the
 HL0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0333.degrees latitude (g = 980.6199 gals.).
 HL0333
 HL0333.The modeled gravity was interpolated from observed gravity values.
 HL0333
 HL0333;                    North         East    Units  Estimated Accuracy
 HL0333;SPC CO S     -   375,310.      698,550.      MT  (+/- 180 meters Scaled)
 HL0333
 HL0333                          SUPERSEDED SURVEY CONTROL
 HL0333
 HL0333.No superseded survey control is available for this station.
 HL0333
 HL0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB398296(NAD 83)
 HL0333_MARKER: I = METAL ROD
 HL0333_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HL0333_SP_SET: STAINLESS STEEL ROD
 HL0333_STAMPING: K 403 1984
 HL0333_MARK LOGO: NGS   
 HL0333_PROJECTION: FLUSH
 HL0333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0333_ROD/PIPE-DEPTH: 3.1  meters
 HL0333
 HL0333  HISTORY     - Date     Condition        Report By
 HL0333  HISTORY     - 1984     MONUMENTED       NGS
 HL0333
 HL0333                          STATION DESCRIPTION
 HL0333
 HL0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HL0333'5.1 KM (3.15 MI) WEST FROM DURANGO.
 HL0333'5.1 KM (3.15 MI) WESTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION
 HL0333'WITH U.S. HIGHWAY 550 IN DURANGO, 0.3 KM (0.2 MI) SOUTHEAST OF THE
 HL0333'INTERSECTION OF COUNTY ROAD 207, 45.7 METERS (149.9 FT) EAST OF THE
 HL0333'CENTERLINE OF THE HIGHWAY, 44.0 METERS (144.4 FT) NORTHEAST OF A
 HL0333'UTILITY POLE WITH A GUY WIRE, AND 3.8 METERS (12.5 FT) SOUTH OF THE
 HL0333'CENTER OF A FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 HL0333'A 5-INCH LOGO CAP.
 HL0333'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 HL0333'THE MARK IS 3.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0343 ***********************************************************************
 HL0343  DESIGNATION -  K 404
 HL0343  PID         -  HL0343
 HL0343  STATE/COUNTY-  CO/LA PLATA
 HL0343  USGS QUAD   -  LONG MOUNTAIN (1968)
 HL0343
 HL0343                         *CURRENT SURVEY CONTROL
 HL0343  ___________________________________________________________________
 HL0343* NAD 83(1986)-  37 02 10.     (N)    107 52 34.     (W)     SCALED    
 HL0343* NAVD 88     -      1832.426  (meters)    6011.88   (feet)  ADJUSTED  
 HL0343  ___________________________________________________________________
 HL0343  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 HL0343  DYNAMIC HT  -        1830.084 (meters)    6004.20  (feet)  COMP
 HL0343  MODELED GRAV-     979,289.0   (mgal)                       NAVD 88
 HL0343
 HL0343  VERT ORDER  -  FIRST     CLASS II
 HL0343
 HL0343.The horizontal coordinates were scaled from a topographic map and have
 HL0343.an estimated accuracy of +/- 6 seconds.
 HL0343
 HL0343.The orthometric height was determined by differential leveling
 HL0343.and adjusted by the National Geodetic Survey in June 1991..
 HL0343
 HL0343.The geoid height was determined by GEOID03.
 HL0343
 HL0343.The dynamic height is computed by dividing the NAVD 88
 HL0343.geopotential number by the normal gravity value computed on the
 HL0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0343.degrees latitude (g = 980.6199 gals.).
 HL0343
 HL0343.The modeled gravity was interpolated from observed gravity values.
 HL0343
 HL0343;                    North         East    Units  Estimated Accuracy
 HL0343;SPC CO S     -   348,490.      703,010.      MT  (+/- 180 meters Scaled)
 HL0343
 HL0343                          SUPERSEDED SURVEY CONTROL
 HL0343
 HL0343.No superseded survey control is available for this station.
 HL0343
 HL0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB441027(NAD 83)
 HL0343_MARKER: DB = BENCH MARK DISK
 HL0343_SETTING: 66 = SET IN ROCK OUTCROP
 HL0343_SP_SET: ROCK OUTCROP
 HL0343_STAMPING: K 404 1984
 HL0343_MARK LOGO: NGS   
 HL0343_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HL0343_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0343+STABILITY: POSITION/ELEVATION WELL
 HL0343
 HL0343  HISTORY     - Date     Condition        Report By
 HL0343  HISTORY     - 1984     MONUMENTED       NGS
 HL0343  HISTORY     - 19920421 GOOD             NGS
 HL0343
 HL0343                          STATION DESCRIPTION
 HL0343
 HL0343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HL0343'29.0 KM (18.0 MI) SOUTH FROM DURANGO.
 HL0343'29.0 KM (18.0 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM ITS NORTH
 HL0343'JUNCTION WITH U.S. HIGHWAY 160 IN DURANGO, IN THE CENTER OF A 3- BY
 HL0343'12-FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 1.3 KM (0.8 MI) SOUTH OF
 HL0343'THE INTERSECTION OF COUNTY ROAD 213, 16.2 METERS (53.1 FT) NORTH OF
 HL0343'THE CENTER OF A FIELD ENTRANCE, 10.0 METERS (32.8 FT) WEST OF THE
 HL0343'CENTERLINE OF THE HIGHWAY, 9.6 METERS (31.5 FT) SOUTH OF THE CENTER OF
 HL0343'A FIELD ENTRANCE, AND 0.6 METER (2.0 FT) EAST OF A FENCE.
 HL0343'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 HL0343'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HL0343
 HL0343                          STATION RECOVERY (1992)
 HL0343
 HL0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HL0343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1085 ***********************************************************************
 LL1085  DESIGNATION -  K 405
 LL1085  PID         -  LL1085
 LL1085  STATE/COUNTY-  CO/BOULDER
 LL1085  USGS QUAD   -  BOULDER (1979)
 LL1085
 LL1085                         *CURRENT SURVEY CONTROL
 LL1085  ___________________________________________________________________
 LL1085* NAD 83(1986)-  40 04 02.     (N)    105 16 57.     (W)     SCALED    
 LL1085* NAVD 88     -      1692.879  (meters)    5554.05   (feet)  ADJUSTED  
 LL1085  ___________________________________________________________________
 LL1085  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 LL1085  DYNAMIC HT  -        1691.245 (meters)    5548.69  (feet)  COMP
 LL1085  MODELED GRAV-     979,601.8   (mgal)                       NAVD 88
 LL1085
 LL1085  VERT ORDER  -  FIRST     CLASS II
 LL1085
 LL1085.The horizontal coordinates were scaled from a topographic map and have
 LL1085.an estimated accuracy of +/- 6 seconds.
 LL1085
 LL1085.The orthometric height was determined by differential leveling
 LL1085.and adjusted by the National Geodetic Survey in June 1991..
 LL1085
 LL1085.The geoid height was determined by GEOID03.
 LL1085
 LL1085.The dynamic height is computed by dividing the NAVD 88
 LL1085.geopotential number by the normal gravity value computed on the
 LL1085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1085.degrees latitude (g = 980.6199 gals.).
 LL1085
 LL1085.The modeled gravity was interpolated from observed gravity values.
 LL1085
 LL1085;                    North         East    Units  Estimated Accuracy
 LL1085;SPC CO N     -   386,310.      932,960.      MT  (+/- 180 meters Scaled)
 LL1085
 LL1085                          SUPERSEDED SURVEY CONTROL
 LL1085
 LL1085  NGVD 29 (??/??/??) 1691.909  (m)         5550.87   (f) ADJUSTED    1 2
 LL1085
 LL1085.Superseded values are not recommended for survey control.
 LL1085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1085.See file dsdata.txt to determine how the superseded data were derived.
 LL1085
 LL1085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE759352(NAD 83)
 LL1085_MARKER: I = METAL ROD
 LL1085_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LL1085+WITH SETTING: INFORMATION.
 LL1085_SP_SET: SHALLOW SET METAL ROD
 LL1085_STAMPING: K 405 1984
 LL1085_MARK LOGO: NGS   
 LL1085_PROJECTION: FLUSH
 LL1085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1085+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2002
 LL1085_ROD/PIPE-DEPTH: 2.4  meters
 LL1085
 LL1085  HISTORY     - Date     Condition        Report By
 LL1085  HISTORY     - 1984     MONUMENTED       NGS
 LL1085  HISTORY     - 20010828 GOOD             NGS
 LL1085  HISTORY     - 20020716 GOOD             INDIV
 LL1085
 LL1085                          STATION DESCRIPTION
 LL1085
 LL1085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1085'4.3 KM (2.65 MI) NORTH FROM BOULDER.
 LL1085'4.3 KM (2.65 MI) NORTHERLY ALONG U.S. HIGHWAY 36 FROM ITS NORTH
 LL1085'JUNCTION WITH STATE HIGHWAY 119 IN BOULDER, 0.2 KM (0.1 MI) NORTH OF
 LL1085'THE INTERSECTION OF STATE HIGHWAY 7, 30.8 METERS (101.0 FT) EAST OF
 LL1085'THE CENTER OF THE HIGHWAY, 19.0 METERS (62.3 FT) WEST OF THE CENTER OF
 LL1085'A PAVED ROAD, 19.0 METERS (62.3 FT) NORTH OF THE CENTER OF A PAVED
 LL1085'ROAD, 6.8 METERS (22.3 FT) EAST OF A FENCE CORNER, AND 6.4 METERS
 LL1085'(21.0 FT) WEST OF A FENCE CORNER.  NOTE--REFUSAL WAS REACHED AT 8 FT.
 LL1085'ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LL1085'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 LL1085'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 LL1085
 LL1085                          STATION RECOVERY (2001)
 LL1085
 LL1085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DW)
 LL1085'RECOVERED IN GOOD CONDITION.
 LL1085
 LL1085                          STATION RECOVERY (2002)
 LL1085
 LL1085'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JE)
 LL1085'N 40-04-02.3 /  W 105-16-56.5
 LL1085' 
 LL1085'MARK IS LOCATED IN BOULDER, COLORADO IN THE NE1/4 OF SECTION 12, T1N,
 LL1085'R71W, LYING NEAR THE RIGHT-OF-WAY OF HIGHWAY 36.
 LL1085' 
 LL1085'MARK IS LOCATED APPROXIMATELY 0.1 MILE NORTH OF THE INTERSECTION OF
 LL1085'HIGHWAY 36 AND BROADWAY, ON THE EAST SIDE OF HIGHWAY 36 , 43.0 FEET
 LL1085'NORTH OF NORTH BROADWAY EXTENSION.
 LL1085' 
 LL1085'MARK IS A STAINLESS STEEL ROD (DRIVEN TO THE DEPTH OF 8.0 FEET, PER
 LL1085'PREVIOUS DESCRIPTION), SET IN 5 INCH PVC W/ LOGO LID.  LOGO LID IS
 LL1085'INSCRIBED -K 405 1984- AND IS SURROUNDED BY CONCRETE COLLAR.  MARK
 LL1085'APPEARS TO HAVE GOOD CONDITIONS FOR GPS OBSERVATION, WITH NO
 LL1085'OBSTRUCTIONS.
 LL1085' 
 LL1085'MARK LIES-
 LL1085'63.0 FEET EAST FROM THE EASTERLY EDGE OF HIGHWAY 36,
 LL1085'43.0 FEET NORTH FROM THE NORTHERLY EDGE OF NORTH BROADWAY EXTENSION,
 LL1085'48.0 FEET WEST FROM THE WESTERLY EDGE OF NORTH BROADWAY EXTENSION,
 LL1085'22.0 FEET EAST FROM AN ANGLE POINT IN A FENCE,
 LL1085'20.5 FEET WEST FROM AN ANGLE POINT IN A FENCE,
 LL1085'0.5 FEET SOUTH FROM A WITNESS POST.
 LL1085' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1495 ***********************************************************************
 KK1495  DESIGNATION -  K 406
 KK1495  PID         -  KK1495
 KK1495  STATE/COUNTY-  CO/ARAPAHOE
 KK1495  USGS QUAD   -  ENGLEWOOD (1997)
 KK1495
 KK1495                         *CURRENT SURVEY CONTROL
 KK1495  ___________________________________________________________________
 KK1495* NAD 83(1992)-  39 40 02.82583(N)    104 54 45.75840(W)     ADJUSTED  
 KK1495* NAVD 88     -      1672.678  (meters)    5487.78   (feet)  ADJUSTED  
 KK1495  ___________________________________________________________________
 KK1495  X           -  -1,265,539.074 (meters)                     COMP
 KK1495  Y           -  -4,752,002.774 (meters)                     COMP
 KK1495  Z           -   4,050,688.659 (meters)                     COMP
 KK1495  LAPLACE CORR-          -6.04  (seconds)                    DEFLEC99
 KK1495  ELLIP HEIGHT-        1655.43  (meters)          (10/21/02) GPS OBS
 KK1495  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 KK1495  DYNAMIC HT  -        1671.045 (meters)    5482.42  (feet)  COMP
 KK1495  MODELED GRAV-     979,591.6   (mgal)                       NAVD 88
 KK1495
 KK1495  HORZ ORDER  -  FIRST
 KK1495  VERT ORDER  -  FIRST     CLASS II
 KK1495  ELLP ORDER  -  FIFTH     CLASS I
 KK1495
 KK1495.The horizontal coordinates were established by GPS observations
 KK1495.and adjusted by the National Geodetic Survey in January 1998..
 KK1495
 KK1495.The orthometric height was determined by differential leveling
 KK1495.and adjusted by the National Geodetic Survey in June 1991..
 KK1495
 KK1495.Photographs are available for this station.
 KK1495
 KK1495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK1495
 KK1495.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1495
 KK1495.The ellipsoidal height was determined by GPS observations
 KK1495.and is referenced to NAD 83.
 KK1495
 KK1495.The geoid height was determined by GEOID03.
 KK1495
 KK1495.The dynamic height is computed by dividing the NAVD 88
 KK1495.geopotential number by the normal gravity value computed on the
 KK1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1495.degrees latitude (g = 980.6199 gals.).
 KK1495
 KK1495.The modeled gravity was interpolated from observed gravity values.
 KK1495
 KK1495;                    North         East     Units Scale Factor Converg.
 KK1495;SPC CO C     -   508,569.686   964,794.041   MT  0.99998471   +0 22 13.4
 KK1495;SPC CO C     - 1,668,532.38  3,165,328.45   sFT  0.99998471   +0 22 13.4
 KK1495;UTM  13      - 4,390,852.303   507,487.010   MT  0.99960069   +0 03 20.6
 KK1495
 KK1495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1495!SPC CO C     -   0.99974036  x   0.99998471  =   0.99972507
 KK1495!UTM  13      -   0.99974036  x   0.99960069  =   0.99934115
 KK1495
 KK1495                          SUPERSEDED SURVEY CONTROL
 KK1495
 KK1495  ELLIP H (01/12/98) 1655.43   (m)                       GP(       ) 4 1
 KK1495  NAVD 88 (01/12/98) 1672.68   (m)         5487.8    (f) LEVELING    3  
 KK1495  NGVD 29 (??/??/??) 1671.755  (m)         5484.75   (f) ADJUSTED    1 2
 KK1495
 KK1495.Superseded values are not recommended for survey control.
 KK1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1495.See file dsdata.txt to determine how the superseded data were derived.
 KK1495
 KK1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED0748790852(NAD 83)
 KK1495_MARKER: I = METAL ROD
 KK1495_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1495_SP_SET: STAINLESS STEEL ROD
 KK1495_STAMPING: K 406 1984
 KK1495_MARK LOGO: NGS   
 KK1495_PROJECTION: FLUSH
 KK1495_MAGNETIC: I = MARKER IS A STEEL ROD
 KK1495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1495+SATELLITE: SATELLITE OBSERVATIONS - April 05, 1999
 KK1495_ROD/PIPE-DEPTH: 9.7  meters
 KK1495
 KK1495  HISTORY     - Date     Condition        Report By
 KK1495  HISTORY     - 1984     MONUMENTED       NGS
 KK1495  HISTORY     - 19960417 GOOD             MSAM
 KK1495  HISTORY     - 19990405 GOOD             MSAM
 KK1495
 KK1495                          STATION DESCRIPTION
 KK1495
 KK1495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1495'IN DENVER.
 KK1495'IN DENVER, AT THE INTERSECTION OF SOUTH MONACO STREET PARKWAY AND YALE
 KK1495'AVENUE, 15.4 METERS (50.5 FT) SOUTH OF THE CENTERLINE OF THE EAST
 KK1495'BOUND LANES OF THE AVENUE, 8.0 METERS (26.2 FT) EAST OF THE CENTERLINE
 KK1495'OF THE PARKWAY, 0.5 METER (1.6 FT) SOUTH OF A UTILITY POLE, 0.4 METER
 KK1495'(1.3 FT) NORTH OF A STREET SIGN POST.  NOTE=ACCESS TO THE DATUM POINT
 KK1495'IS THROUGH A 5-INCH LOGO CAP.
 KK1495'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 KK1495
 KK1495                          STATION RECOVERY (1996)
 KK1495
 KK1495'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1996 (RSC)
 KK1495'THE STATION IS LOCATED AT THE INTERSECTION OF YALE AVENUE AND MONACO
 KK1495'PARKWAY IN THE CITY AND COUNTY OF DENVER, IN THE NORTHEAST 1/4 OF
 KK1495'SECTION 32, T 4 S, R 67 W.  OWNERSHIP--CITY AND COUNTY OF DENVER
 KK1495'RIGHT-OF-WAY  TO REACH THE STATION FROM THE INTERSECTION OF YALE
 KK1495'AVENUE AND MONACO PARKWAY, GO TO THE SOUTHEAST CORNER OF THE
 KK1495'INTERSECTION WHICH HAS THE CHURCH OF JESUS CHRIST OF LATTER DAY SAINTS
 KK1495'AND THE STATION NEAR THE INTERSECTION CORNER  THE MARK IS A PUNCH MARK
 KK1495'TOP CENTER ON A STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCLOSED IN A
 KK1495'5-INCH PVC PIPE WITH LOGO LID, SURROUNDED WITH A CONCRETE COLLAR
 KK1495'RECESSED 5 CM WITH THE GROUND.  IT IS 31.8 M (104.3 FT)
 KK1495'NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF THE ENTRANCE WAY TO THE
 KK1495'CHURCH, 15.4 M (50.5 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND
 KK1495'LANES OF THE AVENUE, 8.0 M (26.2 FT) EAST OF THE CENTERLINE OF THE
 KK1495'PARKWAY, 8.45 M (27.72 FT) WEST FROM THE TOP CENTER OF A TELEPHONE
 KK1495'JUNCTION BOX, 5.0 M (16.4 FT) SOUTH FROM A SIGNAL POLE, 3.2 M (10.5
 KK1495'FT) SOUTHEAST FROM BM 279-A 1992 (DENVER CITY ENGINEERS OFFICE) , 2.2
 KK1495'M (7.2 FT) EAST FROM THE FLOW LINEOF THE EAST SIDE OF MONACO PARKWAY
 KK1495'AND ABOUT LEVEL WITH IT.
 KK1495
 KK1495                          STATION RECOVERY (1999)
 KK1495
 KK1495'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 KK1495'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1372 ***********************************************************************
 KK1372  DESIGNATION -  K 407
 KK1372  PID         -  KK1372
 KK1372  STATE/COUNTY-  CO/JEFFERSON
 KK1372  USGS QUAD   -  GOLDEN (1994)
 KK1372
 KK1372                         *CURRENT SURVEY CONTROL
 KK1372  ___________________________________________________________________
 KK1372* NAD 83(1992)-  39 45 09.66188(N)    105 13 01.48601(W)     ADJUSTED  
 KK1372* NAVD 88     -      1734.115  (meters)    5689.34   (feet)  ADJUSTED  
 KK1372  ___________________________________________________________________
 KK1372  X           -  -1,289,190.222 (meters)                     COMP
 KK1372  Y           -  -4,739,424.082 (meters)                     COMP
 KK1372  Z           -   4,058,010.859 (meters)                     COMP
 KK1372  LAPLACE CORR-         -19.91  (seconds)                    DEFLEC99
 KK1372  ELLIP HEIGHT-        1718.52  (meters)          (10/27/04) GPS OBS
 KK1372  GEOID HEIGHT-         -15.56  (meters)                     GEOID03
 KK1372  DYNAMIC HT  -        1732.395 (meters)    5683.70  (feet)  COMP
 KK1372  MODELED GRAV-     979,573.7   (mgal)                       NAVD 88
 KK1372
 KK1372  HORZ ORDER  -  FIRST
 KK1372  VERT ORDER  -  FIRST     CLASS II
 KK1372  ELLP ORDER  -  FOURTH    CLASS II
 KK1372
 KK1372.The horizontal coordinates were established by GPS observations
 KK1372.and adjusted by the MOUNTAIN SURVEYING in October 2004..
 KK1372
 KK1372.The orthometric height was determined by differential leveling
 KK1372.and adjusted by the National Geodetic Survey in June 1991..
 KK1372
 KK1372.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK1372
 KK1372.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1372
 KK1372.The ellipsoidal height was determined by GPS observations
 KK1372.and is referenced to NAD 83.
 KK1372
 KK1372.The geoid height was determined by GEOID03.
 KK1372
 KK1372.The dynamic height is computed by dividing the NAVD 88
 KK1372.geopotential number by the normal gravity value computed on the
 KK1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1372.degrees latitude (g = 980.6199 gals.).
 KK1372
 KK1372.The modeled gravity was interpolated from observed gravity values.
 KK1372
 KK1372;                    North         East     Units Scale Factor Converg.
 KK1372;SPC CO C     -   517,907.741   938,648.414   MT  1.00000053   +0 10 42.4
 KK1372;SPC CO C     - 1,699,168.98  3,079,549.00   sFT  1.00000053   +0 10 42.4
 KK1372;UTM  13      - 4,400,330.661   481,403.479   MT  0.99960426   -0 08 19.7
 KK1372
 KK1372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1372!SPC CO C     -   0.99973047  x   1.00000053  =   0.99973100
 KK1372!UTM  13      -   0.99973047  x   0.99960426  =   0.99933483
 KK1372
 KK1372                          SUPERSEDED SURVEY CONTROL
 KK1372
 KK1372  NAVD 88 (10/27/04) 1734.12   (m)         5689.4    (f) LEVELING    3  
 KK1372  NGVD 29 (??/??/??) 1733.158  (m)         5686.20   (f) ADJUSTED    1 2
 KK1372
 KK1372.Superseded values are not recommended for survey control.
 KK1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1372.See file dsdata.txt to determine how the superseded data were derived.
 KK1372
 KK1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE8140300331(NAD 83)
 KK1372_MARKER: F = FLANGE-ENCASED ROD
 KK1372_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1372_SP_SET: STAINLESS STEEL ROD
 KK1372_STAMPING: K 407 1984
 KK1372_MARK LOGO: NGS   
 KK1372_PROJECTION: FLUSH
 KK1372_MAGNETIC: I = MARKER IS A STEEL ROD
 KK1372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1372+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 KK1372_ROD/PIPE-DEPTH: 7.3  meters
 KK1372
 KK1372  HISTORY     - Date     Condition        Report By
 KK1372  HISTORY     - 1984     MONUMENTED       NGS
 KK1372  HISTORY     - 20000606 GOOD             NGS
 KK1372  HISTORY     - 20030910 GOOD             NGS
 KK1372  HISTORY     - 20040130 GOOD             MSAM
 KK1372
 KK1372                          STATION DESCRIPTION
 KK1372
 KK1372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1372'IN GOLDEN.
 KK1372'IN GOLDEN, AT THE INTERSECTION OF JACKSON STREET AND 16TH STREET,
 KK1372'11.6 METERS (38.1 FT) SOUTHEAST OF THE CENTER OF 16TH STREET, 7.6
 KK1372'METERS (24.9 FT) NORTHEAST OF THE CENTER OF JACKSON STREET, AND
 KK1372'1.0 METER (3.3 FT) SOUTHEAST OF UTILITY POLE NUMBER 173.  NOTE--ACCESS
 KK1372'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1372'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 KK1372'THE MARK IS ABOVE LEVEL WITH THE STREETS.
 KK1372
 KK1372                          STATION RECOVERY (2000)
 KK1372
 KK1372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 KK1372'RECOVERED AS DESCRIBED.
 KK1372' 
 KK1372' 
 KK1372' 
 KK1372' 
 KK1372'
 KK1372
 KK1372                          STATION RECOVERY (2003)
 KK1372
 KK1372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 KK1372'REFERENCE POINT IS 8.5 CM BELOW LOGO CAP.  WITNESS POST IS GONE.
 KK1372'UTILITY POLE IS NOW NUMBERED '34 3-70 8269' AND WITNESS SIGN IS NAILED
 KK1372'TO IT.  STATION IS AT NW CORNER OF A LOT CONTAINING BURGER KING AND
 KK1372'SAFEWAY.
 KK1372
 KK1372                          STATION RECOVERY (2004)
 KK1372
 KK1372'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (KCH)
 KK1372'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2004 (BAJ)
 KK1372'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1362 ***********************************************************************
 KK1362  DESIGNATION -  K 408
 KK1362  PID         -  KK1362
 KK1362  STATE/COUNTY-  CO/JEFFERSON
 KK1362  USGS QUAD   -  GOLDEN (1994)
 KK1362
 KK1362                         *CURRENT SURVEY CONTROL
 KK1362  ___________________________________________________________________
 KK1362* NAD 83(1986)-  39 50 35.     (N)    105 13 55.     (W)     SCALED    
 KK1362* NAVD 88     -      1798.093  (meters)    5899.24   (feet)  ADJUSTED  
 KK1362  ___________________________________________________________________
 KK1362  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 KK1362  DYNAMIC HT  -        1796.293 (meters)    5893.34  (feet)  COMP
 KK1362  MODELED GRAV-     979,562.3   (mgal)                       NAVD 88
 KK1362
 KK1362  VERT ORDER  -  FIRST     CLASS II
 KK1362
 KK1362.The horizontal coordinates were scaled from a topographic map and have
 KK1362.an estimated accuracy of +/- 6 seconds.
 KK1362
 KK1362.The orthometric height was determined by differential leveling
 KK1362.and adjusted by the National Geodetic Survey in June 1991..
 KK1362
 KK1362.The geoid height was determined by GEOID03.
 KK1362
 KK1362.The dynamic height is computed by dividing the NAVD 88
 KK1362.geopotential number by the normal gravity value computed on the
 KK1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1362.degrees latitude (g = 980.6199 gals.).
 KK1362
 KK1362.The modeled gravity was interpolated from observed gravity values.
 KK1362
 KK1362;                    North         East    Units  Estimated Accuracy
 KK1362;SPC CO C     -   527,940.      937,350.      MT  (+/- 180 meters Scaled)
 KK1362
 KK1362                          SUPERSEDED SURVEY CONTROL
 KK1362
 KK1362  NGVD 29 (??/??/??) 1797.111  (m)         5896.02   (f) ADJUSTED    1 2
 KK1362
 KK1362.Superseded values are not recommended for survey control.
 KK1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1362.See file dsdata.txt to determine how the superseded data were derived.
 KK1362
 KK1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE801103(NAD 83)
 KK1362_MARKER: DB = BENCH MARK DISK
 KK1362_SETTING: 66 = SET IN ROCK OUTCROP
 KK1362_SP_SET: ROCK OUTCROP
 KK1362_STAMPING: K 408 1984
 KK1362_MARK LOGO: NGS   
 KK1362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1362+STABILITY: POSITION/ELEVATION WELL
 KK1362
 KK1362  HISTORY     - Date     Condition        Report By
 KK1362  HISTORY     - 1984     MONUMENTED       NGS
 KK1362
 KK1362                          STATION DESCRIPTION
 KK1362
 KK1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1362'10.6 KM (6.6 MI) NORTH FROM GOLDEN.
 KK1362'10.3 KM (6.4 MI) NORTHERLY ALONG STATE HIGHWAY 93 FROM ITS JUNCTION
 KK1362'WITH STATE HIGHWAY 58 IN GOLDEN, THENCE 0.3 KM (0.2 MI) EAST ALONG
 KK1362'LEYDEN ROAD, IN THE NORTHWEST CORNER OF A 100- BY 400-FOOT EXPOSED
 KK1362'AREA OF OUTCROPPING BEDROCK, 38.0 METERS (124.7 FT) EAST OF THE CENTER
 KK1362'OF A DRIVEWAY AND GATE, 8.8 METERS (28.9 FT) SOUTH OF THE CENTER OF
 KK1362'THE ROAD, 2.8 METERS (9.2 FT) SOUTH OF THE NORTH EDGE OF A LEDGE, AND
 KK1362'1.3 METERS (4.3 FT) EAST OF THE WEST EDGE OF A LEDGE.
 KK1362'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 KK1362'THE MARK IS 0.9 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1057 ***********************************************************************
 LL1057  DESIGNATION -  K 409
 LL1057  PID         -  LL1057
 LL1057  STATE/COUNTY-  CO/LARIMER
 LL1057  USGS QUAD   -  BERTHOUD (1984)
 LL1057
 LL1057                         *CURRENT SURVEY CONTROL
 LL1057  ___________________________________________________________________
 LL1057* NAD 83(1986)-  40 19 48.     (N)    105 04 28.     (W)     SCALED    
 LL1057* NAVD 88     -      1546.608  (meters)    5074.16   (feet)  ADJUSTED  
 LL1057  ___________________________________________________________________
 LL1057  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 LL1057  DYNAMIC HT  -        1545.243 (meters)    5069.68  (feet)  COMP
 LL1057  MODELED GRAV-     979,688.8   (mgal)                       NAVD 88
 LL1057
 LL1057  VERT ORDER  -  FIRST     CLASS II
 LL1057
 LL1057.The horizontal coordinates were scaled from a topographic map and have
 LL1057.an estimated accuracy of +/- 6 seconds.
 LL1057
 LL1057.The orthometric height was determined by differential leveling
 LL1057.and adjusted by the National Geodetic Survey in June 1991..
 LL1057
 LL1057.The geoid height was determined by GEOID03.
 LL1057
 LL1057.The dynamic height is computed by dividing the NAVD 88
 LL1057.geopotential number by the normal gravity value computed on the
 LL1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1057.degrees latitude (g = 980.6199 gals.).
 LL1057
 LL1057.The modeled gravity was interpolated from observed gravity values.
 LL1057
 LL1057;                    North         East    Units  Estimated Accuracy
 LL1057;SPC CO N     -   415,550.      950,560.      MT  (+/- 180 meters Scaled)
 LL1057
 LL1057                          SUPERSEDED SURVEY CONTROL
 LL1057
 LL1057  NGVD 29 (??/??/??) 1545.720  (m)         5071.25   (f) ADJUSTED    1 2
 LL1057
 LL1057.Superseded values are not recommended for survey control.
 LL1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1057.See file dsdata.txt to determine how the superseded data were derived.
 LL1057
 LL1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE936643(NAD 83)
 LL1057_MARKER: I = METAL ROD
 LL1057_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1057_SP_SET: STAINLESS STEEL ROD
 LL1057_STAMPING: K 409 1984
 LL1057_MARK LOGO: NGS   
 LL1057_PROJECTION: FLUSH
 LL1057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1057+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2005
 LL1057_ROD/PIPE-DEPTH: 8.3  meters
 LL1057
 LL1057  HISTORY     - Date     Condition        Report By
 LL1057  HISTORY     - 1984     MONUMENTED       NGS
 LL1057  HISTORY     - 20050811 GOOD             USPSQD
 LL1057
 LL1057                          STATION DESCRIPTION
 LL1057
 LL1057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1057'8.6 KM (5.35 MI) SOUTH FROM LOVELAND.
 LL1057'8.6 KM (5.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 LL1057'WITH U.S. HIGHWAY 34 IN LOVELAND, 8.9 METERS (29.2 FT) WEST OF THE
 LL1057'CENTERLINE OF THE HIGHWAY, AND 1.1 METERS (3.6 FT) NORTH OF UTILITY
 LL1057'POLE NUMBER REA CO-OP AD 198-10.  NOTE--ACCESS TO THE DATUM POINT IS
 LL1057'THROUGH A 5-INCH LOGO CAP.
 LL1057'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 LL1057'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 LL1057
 LL1057                          STATION RECOVERY (2005)
 LL1057
 LL1057'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 LL1057'FOUND AS DESCRIBED. ORANGE WITNESS POST IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0074 ***********************************************************************
 JJ0074  DESIGNATION -  K 41
 JJ0074  PID         -  JJ0074
 JJ0074  STATE/COUNTY-  CO/PROWERS
 JJ0074  USGS QUAD   -  GRANADA (1953)
 JJ0074
 JJ0074                         *CURRENT SURVEY CONTROL
 JJ0074  ___________________________________________________________________
 JJ0074* NAD 83(1986)-  38 04 16.     (N)    102 20 48.     (W)     SCALED    
 JJ0074* NAVD 88     -      1070.484  (meters)    3512.08   (feet)  POSTED    
 JJ0074  ___________________________________________________________________
 JJ0074  GEOID HEIGHT-         -23.59  (meters)                     GEOID03
 JJ0074  DYNAMIC HT  -        1069.470 (meters)    3508.75  (feet)  COMP
 JJ0074  MODELED GRAV-     979,649.7   (mgal)                       NAVD 88
 JJ0074
 JJ0074  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 JJ0074
 JJ0074.The horizontal coordinates were scaled from a topographic map and have
 JJ0074.an estimated accuracy of +/- 6 seconds.
 JJ0074
 JJ0074.The orthometric height was determined by differential leveling
 JJ0074.and adjusted by the National Geodetic Survey in 1992..
 JJ0074.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 JJ0074.rate of 3.1 thru 4.0 mm/km.
 JJ0074
 JJ0074.The geoid height was determined by GEOID03.
 JJ0074
 JJ0074.The dynamic height is computed by dividing the NAVD 88
 JJ0074.geopotential number by the normal gravity value computed on the
 JJ0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0074.degrees latitude (g = 980.6199 gals.).
 JJ0074
 JJ0074.The modeled gravity was interpolated from observed gravity values.
 JJ0074
 JJ0074;                    North         East    Units  Estimated Accuracy
 JJ0074;SPC CO S     -   465,340.    1,191,030.      MT  (+/- 180 meters Scaled)
 JJ0074
 JJ0074                          SUPERSEDED SURVEY CONTROL
 JJ0074
 JJ0074  NGVD 29 (??/??/92) 1070.018  (m)         3510.55   (f) ADJ UNCH    1 2
 JJ0074
 JJ0074.Superseded values are not recommended for survey control.
 JJ0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0074.See file dsdata.txt to determine how the superseded data were derived.
 JJ0074
 JJ0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC327170(NAD 83)
 JJ0074_MARKER: DB = BENCH MARK DISK
 JJ0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0074_STAMPING: K 41 1933
 JJ0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0074+STABILITY: SURFACE MOTION
 JJ0074
 JJ0074  HISTORY     - Date     Condition        Report By
 JJ0074  HISTORY     - 1933     MONUMENTED       CGS
 JJ0074  HISTORY     - 1960     GOOD             NGS
 JJ0074  HISTORY     - 1986     MARK NOT FOUND   NGS
 JJ0074
 JJ0074                          STATION DESCRIPTION
 JJ0074
 JJ0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JJ0074'2 MI W FROM GRANADA.
 JJ0074'ABOUT 2 MILES WEST ALONG THE ATCHISON, TOPEKA AND SANTE FE RAILWAY
 JJ0074'FROM THE STATION AT GRANADA, AT THE STATION AT KOEN, 23 FEET EAST
 JJ0074'OF THE CENTERLINE OF A NORTH-AND-SOUTH ROAD, 100 FEET SOUTH OF THE
 JJ0074'CENTERLINE OF THE MAIN TRACK, 27 FEET NORTH OF THE CENTERLINE OF
 JJ0074'OLD U.S. HIGHWAY 50, AND 3 FEET NORTHEAST OF A FENCE CORNER.  A
 JJ0074'STANDARD DISK, STAMPED K 41 1933 AND SET IN THE TOP OF A CONCRETE
 JJ0074'POST.  NOTE-- THIS MONUMENT HAS PROBABLY BEEN HIT BY ROAD MACHINERY
 JJ0074'AND IS NOW LEANING AT ABOUT A TEN DEGREE ANGLE.
 JJ0074
 JJ0074                          STATION RECOVERY (1986)
 JJ0074
 JJ0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JJ0074'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1062 ***********************************************************************
 LL1062  DESIGNATION -  K 410
 LL1062  PID         -  LL1062
 LL1062  STATE/COUNTY-  CO/LARIMER
 LL1062  USGS QUAD   -  BERTHOUD (1984)
 LL1062
 LL1062                         *CURRENT SURVEY CONTROL
 LL1062  ___________________________________________________________________
 LL1062* NAD 83(1986)-  40 18 06.     (N)    105 06 10.     (W)     SCALED    
 LL1062* NAVD 88     -      1544.333  (meters)    5066.70   (feet)  ADJUSTED  
 LL1062  ___________________________________________________________________
 LL1062  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 LL1062  DYNAMIC HT  -        1542.956 (meters)    5062.18  (feet)  COMP
 LL1062  MODELED GRAV-     979,680.0   (mgal)                       NAVD 88
 LL1062
 LL1062  VERT ORDER  -  FIRST     CLASS II
 LL1062
 LL1062.The horizontal coordinates were scaled from a topographic map and have
 LL1062.an estimated accuracy of +/- 6 seconds.
 LL1062
 LL1062.The orthometric height was determined by differential leveling
 LL1062.and adjusted by the National Geodetic Survey in June 1991..
 LL1062
 LL1062.The geoid height was determined by GEOID03.
 LL1062
 LL1062.The dynamic height is computed by dividing the NAVD 88
 LL1062.geopotential number by the normal gravity value computed on the
 LL1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1062.degrees latitude (g = 980.6199 gals.).
 LL1062
 LL1062.The modeled gravity was interpolated from observed gravity values.
 LL1062
 LL1062;                    North         East    Units  Estimated Accuracy
 LL1062;SPC CO N     -   412,390.      948,170.      MT  (+/- 180 meters Scaled)
 LL1062
 LL1062                          SUPERSEDED SURVEY CONTROL
 LL1062
 LL1062  NGVD 29 (??/??/??) 1543.435  (m)         5063.75   (f) ADJUSTED    1 2
 LL1062
 LL1062.Superseded values are not recommended for survey control.
 LL1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1062.See file dsdata.txt to determine how the superseded data were derived.
 LL1062
 LL1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE912612(NAD 83)
 LL1062_MARKER: I = METAL ROD
 LL1062_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1062_SP_SET: STAINLESS STEEL ROD
 LL1062_STAMPING: K 410 1984
 LL1062_MARK LOGO: NGS   
 LL1062_PROJECTION: FLUSH
 LL1062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1062_ROD/PIPE-DEPTH: 9.2  meters
 LL1062
 LL1062  HISTORY     - Date     Condition        Report By
 LL1062  HISTORY     - 1984     MONUMENTED       NGS
 LL1062  HISTORY     - 20040224 MARK NOT FOUND   USPSQD
 LL1062
 LL1062                          STATION DESCRIPTION
 LL1062
 LL1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1062'10.9 KM (6.8 MI) NORTH FROM LONGMONT.
 LL1062'10.9 KM (6.8 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 LL1062'WITH STATE HIGHWAY 66 IN LONGMONT, 0.4 KM (0.25 MI) SOUTH OF THE
 LL1062'INTERSECTION OF STATE HIGHWAY 56, 8.9 METERS (29.2 FT) WEST OF THE
 LL1062'CENTERLINE OF THE HIGHWAY, AND 0.9 METER (3.0 FT) NORTH OF A UTILITY
 LL1062'POLE AT A UTILITY LINE CROSSING.  NOTE--ACCESS TO THE DATUM POINT IS
 LL1062'THROUGH A 5-INCH LOGO CAP.
 LL1062'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 LL1062'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 LL1062
 LL1062                          STATION RECOVERY (2004)
 LL1062
 LL1062'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL1062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1403 ***********************************************************************
 KK1403  DESIGNATION -  K 411
 KK1403  PID         -  KK1403
 KK1403  STATE/COUNTY-  CO/ADAMS
 KK1403  USGS QUAD   -  EASTLAKE (1994)
 KK1403
 KK1403                         *CURRENT SURVEY CONTROL
 KK1403  ___________________________________________________________________
 KK1403* NAD 83(1986)-  39 53 05.     (N)    104 57 31.     (W)     SCALED    
 KK1403* NAVD 88     -      1611.299  (meters)    5286.40   (feet)  ADJUSTED  
 KK1403  ___________________________________________________________________
 KK1403  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 KK1403  DYNAMIC HT  -        1609.786 (meters)    5281.44  (feet)  COMP
 KK1403  MODELED GRAV-     979,630.7   (mgal)                       NAVD 88
 KK1403
 KK1403  VERT ORDER  -  FIRST     CLASS II
 KK1403
 KK1403.The horizontal coordinates were scaled from a topographic map and have
 KK1403.an estimated accuracy of +/- 6 seconds.
 KK1403
 KK1403.The orthometric height was determined by differential leveling
 KK1403.and adjusted by the National Geodetic Survey in June 1991..
 KK1403
 KK1403.The geoid height was determined by GEOID03.
 KK1403
 KK1403.The dynamic height is computed by dividing the NAVD 88
 KK1403.geopotential number by the normal gravity value computed on the
 KK1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1403.degrees latitude (g = 980.6199 gals.).
 KK1403
 KK1403.The modeled gravity was interpolated from observed gravity values.
 KK1403
 KK1403;                    North         East    Units  Estimated Accuracy
 KK1403;SPC CO N     -   366,160.      960,710.      MT  (+/- 180 meters Scaled)
 KK1403
 KK1403                          SUPERSEDED SURVEY CONTROL
 KK1403
 KK1403  NGVD 29 (??/??/??) 1610.396  (m)         5283.44   (f) ADJUSTED    1 2
 KK1403
 KK1403.Superseded values are not recommended for survey control.
 KK1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1403.See file dsdata.txt to determine how the superseded data were derived.
 KK1403
 KK1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE035149(NAD 83)
 KK1403_MARKER: I = METAL ROD
 KK1403_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1403_SP_SET: STAINLESS STEEL ROD
 KK1403_STAMPING: K 411 1984
 KK1403_MARK LOGO: NGS   
 KK1403_PROJECTION: FLUSH
 KK1403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1403_ROD/PIPE-DEPTH: 9.1  meters
 KK1403
 KK1403  HISTORY     - Date     Condition        Report By
 KK1403  HISTORY     - 1984     MONUMENTED       NGS
 KK1403  HISTORY     - 20040219 GOOD             CLSI
 KK1403
 KK1403                          STATION DESCRIPTION
 KK1403
 KK1403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1403'IN THORNTON.
 KK1403'IN THORNTON, AT THE INTERSECTION OF EAST 104TH AVENUE AND YORK STREET,
 KK1403'29.6 METERS (97.1 FT) EAST OF THE CENTERLINE OF THE STREET,
 KK1403'13.8 METERS (45.3 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES
 KK1403'OF THE AVENUE, AND 0.3 METER (1.0 FT) EAST OF THE SOUTH ONE OF A
 KK1403'DOUBLE UTILITY POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 KK1403'5-INCH LOGO CAP.
 KK1403'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 KK1403'THE MARK IS 1.6 M ABOVE THE AVENUE.
 KK1403
 KK1403                          STATION RECOVERY (2004)
 KK1403
 KK1403'RECOVERY NOTE BY CLARK LAND SURVEYING INCORPORATED 2004 (MSJ)
 KK1403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1453 ***********************************************************************
 KK1453  DESIGNATION -  K 412
 KK1453  PID         -  KK1453
 KK1453  STATE/COUNTY-  CO/JEFFERSON
 KK1453  USGS QUAD   -  ARVADA (1994)
 KK1453
 KK1453                         *CURRENT SURVEY CONTROL
 KK1453  ___________________________________________________________________
 KK1453* NAD 83(1986)-  39 46 38.     (N)    105 04 47.     (W)     SCALED    
 KK1453* NAVD 88     -      1645.041  (meters)    5397.11   (feet)  ADJUSTED  
 KK1453  ___________________________________________________________________
 KK1453  GEOID HEIGHT-         -16.67  (meters)                     GEOID03
 KK1453  DYNAMIC HT  -        1643.457 (meters)    5391.91  (feet)  COMP
 KK1453  MODELED GRAV-     979,605.7   (mgal)                       NAVD 88
 KK1453
 KK1453  VERT ORDER  -  FIRST     CLASS II
 KK1453
 KK1453.The horizontal coordinates were scaled from a topographic map and have
 KK1453.an estimated accuracy of +/- 6 seconds.
 KK1453
 KK1453.The orthometric height was determined by differential leveling
 KK1453.and adjusted by the National Geodetic Survey in June 1991..
 KK1453
 KK1453.The geoid height was determined by GEOID03.
 KK1453
 KK1453.The dynamic height is computed by dividing the NAVD 88
 KK1453.geopotential number by the normal gravity value computed on the
 KK1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1453.degrees latitude (g = 980.6199 gals.).
 KK1453
 KK1453.The modeled gravity was interpolated from observed gravity values.
 KK1453
 KK1453;                    North         East    Units  Estimated Accuracy
 KK1453;SPC CO C     -   520,680.      950,410.      MT  (+/- 180 meters Scaled)
 KK1453
 KK1453                          SUPERSEDED SURVEY CONTROL
 KK1453
 KK1453  NGVD 29 (??/??/??) 1644.121  (m)         5394.09   (f) ADJUSTED    1 2
 KK1453
 KK1453.Superseded values are not recommended for survey control.
 KK1453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1453.See file dsdata.txt to determine how the superseded data were derived.
 KK1453
 KK1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE931030(NAD 83)
 KK1453_MARKER: I = METAL ROD
 KK1453_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1453_SP_SET: STAINLESS STEEL ROD
 KK1453_STAMPING: K 412 1984
 KK1453_MARK LOGO: NGS   
 KK1453_PROJECTION: FLUSH
 KK1453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1453_ROD/PIPE-DEPTH: 10.4 meters
 KK1453
 KK1453  HISTORY     - Date     Condition        Report By
 KK1453  HISTORY     - 1984     MONUMENTED       NGS
 KK1453
 KK1453                          STATION DESCRIPTION
 KK1453
 KK1453'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1453'IN WHEAT RIDGE.
 KK1453'IN WHEAT RIDGE, AT THE INTERSECTION OF WEST 44TH AVENUE AND VANCE
 KK1453'STREET, 72.2 METERS (236.9 FT) NORTH OF THE CENTERLINE OF THE WEST
 KK1453'BOUND LANES OF THE AVENUE, 41.2 METERS (135.2 FT) WEST OF THE CENTER
 KK1453'OF THE STREET, 5.8 METERS (19.0 FT) NORTH OF A UTILITY POLE, AND
 KK1453'0.6 METER (2.0 FT) SOUTH OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE
 KK1453'AROUND A TENNIS COURT.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 KK1453'5-INCH LOGO CAP.
 KK1453'THE MARK IS 0.6 M BELOW THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1417 ***********************************************************************
 KK1417  DESIGNATION -  K 413
 KK1417  PID         -  KK1417
 KK1417  STATE/COUNTY-  CO/ADAMS
 KK1417  USGS QUAD   -  LAFAYETTE (1994)
 KK1417
 KK1417                         *CURRENT SURVEY CONTROL
 KK1417  ___________________________________________________________________
 KK1417* NAD 83(1986)-  39 56 36.     (N)    105 03 10.     (W)     SCALED    
 KK1417* NAVD 88     -      1635.879  (meters)    5367.05   (feet)  ADJUSTED  
 KK1417  ___________________________________________________________________
 KK1417  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 KK1417  DYNAMIC HT  -        1634.323 (meters)    5361.94  (feet)  COMP
 KK1417  MODELED GRAV-     979,617.8   (mgal)                       NAVD 88
 KK1417
 KK1417  VERT ORDER  -  FIRST     CLASS II
 KK1417
 KK1417.The horizontal coordinates were scaled from a topographic map and have
 KK1417.an estimated accuracy of +/- 6 seconds.
 KK1417
 KK1417.The orthometric height was determined by differential leveling
 KK1417.and adjusted by the National Geodetic Survey in June 1991..
 KK1417
 KK1417.The geoid height was determined by GEOID03.
 KK1417
 KK1417.The dynamic height is computed by dividing the NAVD 88
 KK1417.geopotential number by the normal gravity value computed on the
 KK1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1417.degrees latitude (g = 980.6199 gals.).
 KK1417
 KK1417.The modeled gravity was interpolated from observed gravity values.
 KK1417
 KK1417;                    North         East    Units  Estimated Accuracy
 KK1417;SPC CO N     -   372,630.      952,620.      MT  (+/- 180 meters Scaled)
 KK1417
 KK1417                          SUPERSEDED SURVEY CONTROL
 KK1417
 KK1417  NGVD 29 (??/??/??) 1634.951  (m)         5364.00   (f) ADJUSTED    1 2
 KK1417
 KK1417.Superseded values are not recommended for survey control.
 KK1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1417.See file dsdata.txt to determine how the superseded data were derived.
 KK1417
 KK1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE954214(NAD 83)
 KK1417_MARKER: I = METAL ROD
 KK1417_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1417_SP_SET: STAINLESS STEEL ROD
 KK1417_STAMPING: K 413 1984
 KK1417_MARK LOGO: NGS   
 KK1417_PROJECTION: FLUSH
 KK1417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1417_ROD/PIPE-DEPTH: 4.6  meters
 KK1417
 KK1417  HISTORY     - Date     Condition        Report By
 KK1417  HISTORY     - 1984     MONUMENTED       NGS
 KK1417
 KK1417                          STATION DESCRIPTION
 KK1417
 KK1417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1417'IN BROOMFIELD.
 KK1417'IN BROOMFIELD, AT THE INTERSECTION OF WEST 136TH AVENUE AND SHERIDAN
 KK1417'BOULEVARD, 40.2 METERS (131.9 FT) WEST OF THE CENTER OF A PRIVATE
 KK1417'DRIVE AT 5185 WEST 136TH AVENUE, 27.6 METERS (90.6 FT) EAST OF THE
 KK1417'EXTENDED CENTER OF THE BOULEVARD, 8.3 METERS (27.2 FT) NORTH OF THE
 KK1417'CENTERLINE OF THE AVENUE, AND 0.5 METER (1.6 FT) WEST OF A UTILITY
 KK1417'POLE.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1417'THE MARK IS 1.0 METERS  S FROM  A WITNESS POST AND FENCE
 KK1417'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1469 ***********************************************************************
 LL1469  DESIGNATION -  K 414 RESET
 LL1469  PID         -  LL1469
 LL1469  STATE/COUNTY-  CO/WELD
 LL1469  USGS QUAD   -  HARDIN (1978)
 LL1469
 LL1469                         *CURRENT SURVEY CONTROL
 LL1469  ___________________________________________________________________
 LL1469* NAD 83(1986)-  40 20 17.     (N)    104 26 29.     (W)     SCALED    
 LL1469* NAVD 88     -      1403.61   (meters)    4605.0    (feet)  RESET     
 LL1469  ___________________________________________________________________
 LL1469  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 LL1469
 LL1469  VERT ORDER  -  THIRD
 LL1469
 LL1469.The horizontal coordinates were scaled from a topographic map and have
 LL1469.an estimated accuracy of +/- 6 seconds.
 LL1469
 LL1469.The orthometric height was computed from unverified reset data.
 LL1469.No vertical observational check was made to the station.
 LL1469
 LL1469.The geoid height was determined by GEOID03.
 LL1469
 LL1469;                    North         East    Units  Estimated Accuracy
 LL1469;SPC CO N     -   416,890.    1,004,350.      MT  (+/- 180 meters Scaled)
 LL1469
 LL1469                          SUPERSEDED SURVEY CONTROL
 LL1469
 LL1469.No superseded survey control is available for this station.
 LL1469
 LL1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE474654(NAD 83)
 LL1469_MARKER: I = METAL ROD
 LL1469_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1469_SP_SET: STAINLESS STEEL ROD
 LL1469_STAMPING: K 414 RESET 1989
 LL1469_MARK LOGO: NGS   
 LL1469_PROJECTION: FLUSH
 LL1469_MAGNETIC: I = MARKER IS A STEEL ROD
 LL1469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1469_ROD/PIPE-DEPTH: 12.5 meters
 LL1469
 LL1469  HISTORY     - Date     Condition        Report By
 LL1469  HISTORY     - 1989     MONUMENTED       NGS
 LL1469
 LL1469                          STATION DESCRIPTION
 LL1469
 LL1469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LL1469'14.1 MI (22.69 KM) EASTERLY ALONG U. S. HIGHWAY 34 FROM ITS
 LL1469'JUNCTION WITH U. S. HIGHWAY 85 IN GREELEY, 71.6 M (234.91 FT)
 LL1469'EAST-SOUTHEAST OF A GAS RISER, 14.3 M (46.92 FT) SOUTHWEST OF THE
 LL1469'CENTER LINE OF THE HIGHWAY, 0.7 M (2.30 FT) WEST-NORTHWEST OF A
 LL1469'WITNESS POST, 0.7 M (2.30 FT) EAST-SOUTHEAST OF A WITNESS POST AND
 LL1469'0.3 M (0.98 FT) SOUTH-SOUTHWEST OF A RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0409 ***********************************************************************
 LN0409  DESIGNATION -  K 415
 LN0409  PID         -  LN0409
 LN0409  STATE/COUNTY-  CO/RIO BLANCO
 LN0409  USGS QUAD   -  RANGELY (1972)
 LN0409
 LN0409                         *CURRENT SURVEY CONTROL
 LN0409  ___________________________________________________________________
 LN0409* NAD 83(1986)-  40 06 03.     (N)    108 49 59.     (W)     SCALED    
 LN0409* NAVD 88     -      1613.618  (meters)    5294.01   (feet)  ADJUSTED  
 LN0409  ___________________________________________________________________
 LN0409  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 LN0409  DYNAMIC HT  -        1612.158 (meters)    5289.22  (feet)  COMP
 LN0409  MODELED GRAV-     979,664.1   (mgal)                       NAVD 88
 LN0409
 LN0409  VERT ORDER  -  FIRST     CLASS II
 LN0409
 LN0409.The horizontal coordinates were scaled from a topographic map and have
 LN0409.an estimated accuracy of +/- 6 seconds.
 LN0409
 LN0409.The orthometric height was determined by differential leveling
 LN0409.and adjusted by the National Geodetic Survey in June 1991..
 LN0409
 LN0409.The geoid height was determined by GEOID03.
 LN0409
 LN0409.The dynamic height is computed by dividing the NAVD 88
 LN0409.geopotential number by the normal gravity value computed on the
 LN0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0409.degrees latitude (g = 980.6199 gals.).
 LN0409
 LN0409.The modeled gravity was interpolated from observed gravity values.
 LN0409
 LN0409;                    North         East    Units  Estimated Accuracy
 LN0409;SPC CO N     -   395,360.      630,280.      MT  (+/- 180 meters Scaled)
 LN0409
 LN0409                          SUPERSEDED SURVEY CONTROL
 LN0409
 LN0409.No superseded survey control is available for this station.
 LN0409
 LN0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK847411(NAD 83)
 LN0409_MARKER: I = METAL ROD
 LN0409_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LN0409_SP_SET: STAINLESS STEEL ROD
 LN0409_STAMPING: K 415 1984
 LN0409_MARK LOGO: NGS   
 LN0409_PROJECTION: FLUSH
 LN0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0409_ROD/PIPE-DEPTH: 4.0  meters
 LN0409
 LN0409  HISTORY     - Date     Condition        Report By
 LN0409  HISTORY     - 1984     MONUMENTED       NGS
 LN0409
 LN0409                          STATION DESCRIPTION
 LN0409
 LN0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0409'3.4 KM (2.1 MI) NW FROM RANGELY.
 LN0409'3.4 KM (2.1 MI) NORTHWESTERLY ALONG STATE HIGHWAY 64 FROM THE POST
 LN0409'OFFICE IN RANGELY, 0.8 KM (0.5 MI) SOUTHEAST OF MILEPOST 16, 83.0 M
 LN0409'(272.3 FT) EAST OF THE CENTER OF A DIRT ROAD, 37.8 M (124.0 FT) NORTH
 LN0409'OF THE CENTERLINE OF THE HIGHWAY, 14.6 M (47.9 FT) SOUTH OF THE CENTER
 LN0409'OF A DIRT ROAD, AND 0.9 M (3.0 FT) WEST OF A UTILITY POLE WITH A GUY
 LN0409'WIRE.  NOTE--ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 LN0409'CAP.
 LN0409'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LN0409'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG4292 ***********************************************************************
 DG4292  DESIGNATION -  K 416 RESET
 DG4292  PID         -  DG4292
 DG4292  STATE/COUNTY-  CO/MESA
 DG4292  USGS QUAD   -  JUNIATA RESERVOIR (1973)
 DG4292
 DG4292                         *CURRENT SURVEY CONTROL
 DG4292  ___________________________________________________________________
 DG4292* NAD 83(1986)-  38 53 30.     (N)    108 21 45.     (W)     SCALED    
 DG4292* NAVD 88     -      1528.204  (meters)    5013.78   (feet)  ADJUSTED  
 DG4292  ___________________________________________________________________
 DG4292  GEOID HEIGHT-         -16.64  (meters)                     GEOID03
 DG4292  DYNAMIC HT  -        1526.676 (meters)    5008.77  (feet)  COMP
 DG4292  MODELED GRAV-     979,574.4   (mgal)                       NAVD 88
 DG4292
 DG4292  VERT ORDER  -  FIRST     CLASS II
 DG4292
 DG4292.The horizontal coordinates were scaled from a topographic map and have
 DG4292.an estimated accuracy of +/- 6 seconds.
 DG4292
 DG4292.The orthometric height was determined by differential leveling
 DG4292.and adjusted by the National Geodetic Survey in September 2004..
 DG4292.No vertical observational check was made to the station.
 DG4292
 DG4292.The geoid height was determined by GEOID03.
 DG4292
 DG4292.The dynamic height is computed by dividing the NAVD 88
 DG4292.geopotential number by the normal gravity value computed on the
 DG4292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4292.degrees latitude (g = 980.6199 gals.).
 DG4292
 DG4292.The modeled gravity was interpolated from observed gravity values.
 DG4292
 DG4292;                    North         East    Units  Estimated Accuracy
 DG4292;SPC CO C     -   426,200.      666,110.      MT  (+/- 180 meters Scaled)
 DG4292
 DG4292                          SUPERSEDED SURVEY CONTROL
 DG4292
 DG4292.No superseded survey control is available for this station.
 DG4292
 DG4292_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ287080(NAD 83)
 DG4292_MARKER: F = FLANGE-ENCASED ROD
 DG4292_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG4292_STAMPING: K 416 RESET 2001
 DG4292_MARK LOGO: NGS   
 DG4292_PROJECTION: FLUSH
 DG4292_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4292+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2001
 DG4292_ROD/PIPE-DEPTH: 5.18 meters
 DG4292_SLEEVE-DEPTH  : 0.91 meters
 DG4292
 DG4292  HISTORY     - Date     Condition        Report By
 DG4292  HISTORY     - 20010104 MONUMENTED       MSAM
 DG4292
 DG4292                          STATION DESCRIPTION
 DG4292
 DG4292'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2001 (KCH)
 DG4292'DESCRIPTION BY MOUNTAIN SURVEYING AND MAPPING, INC 2001 (KCH)
 DG4292'THE STATION IS LOCATED ABOUT 18.35 MI SOUTHEAST OF GRAND JUNCTION, 8
 DG4292'MI
 DG4292'SOUTHEAST OF WHITEWATER AND 3.35 MI SOUTHEAST OF THE INTERSECTION OF
 DG4292'COUNTY ROAD 35.6, IN THE SOUTHWEST 1/4 OF SECTION 15, T 3 S, R 2 E,
 DG4292'AT U.S.
 DG4292'HIGHWAY 50 MILEPOST 49. OWNERSHIP-- COLORADO DEPARTMENT OF
 DG4292'TRANSPORTATION RIGHT OF WAY.
 DG4292'TO REACH THE STATION FROM S.H. 141 (SOUTH) IN WHITEWATER, GO
 DG4292'SOUTHEASTERLY ON U.S. HIGHWAY 50 FOR 7.7 MI TO THE STATION ON THE
 DG4292'RIGHT.
 DG4292'THE MARK  IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 DG4292'TO A DEPTH OF 5.18 M, ENCASED IN A 0.91 M LONG FINNED GREASED PVC
 DG4292'SLEEVE,
 DG4292'ENCLOSED IN A 5-INCH PVC PIPE WITH A LOGO CAP SET IN A CONCRETE COLLAR
 DG4292'FLUSH WITH THE GROUND.  IT IS 0.8 M NORTHEAST OF A FIBERGLASS WITNESS
 DG4292'POST. U.S. HIGHWAY 50 IS CURRENTLY BEING EXPANDED TO A DIVIDED FOUR
 DG4292'LANE
 DG4292'ROAD. REFERENCE TIES WILL NEED TO BE MADE AFTER ROAD CONSTRUCTION IS
 DG4292'COMPLETED
 DG4292' 
 DG4292'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0911 ***********************************************************************
 JK0911  DESIGNATION -  K 417
 JK0911  PID         -  JK0911
 JK0911  STATE/COUNTY-  CO/CHAFFEE
 JK0911  USGS QUAD   -  SALIDA EAST (1983)
 JK0911
 JK0911                         *CURRENT SURVEY CONTROL
 JK0911  ___________________________________________________________________
 JK0911* NAD 83(1986)-  38 30 38.     (N)    105 58 16.     (W)     SCALED    
 JK0911* NAVD 88     -      2129.531  (meters)    6986.64   (feet)  ADJUSTED  
 JK0911  ___________________________________________________________________
 JK0911  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 JK0911  DYNAMIC HT  -        2126.970 (meters)    6978.23  (feet)  COMP
 JK0911  MODELED GRAV-     979,350.3   (mgal)                       NAVD 88
 JK0911
 JK0911  VERT ORDER  -  FIRST     CLASS II
 JK0911
 JK0911.The horizontal coordinates were scaled from a topographic map and have
 JK0911.an estimated accuracy of +/- 6 seconds.
 JK0911
 JK0911.The orthometric height was determined by differential leveling
 JK0911.and adjusted by the National Geodetic Survey in June 1991..
 JK0911
 JK0911.The geoid height was determined by GEOID03.
 JK0911
 JK0911.The dynamic height is computed by dividing the NAVD 88
 JK0911.geopotential number by the normal gravity value computed on the
 JK0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0911.degrees latitude (g = 980.6199 gals.).
 JK0911
 JK0911.The modeled gravity was interpolated from observed gravity values.
 JK0911
 JK0911;                    North         East    Units  Estimated Accuracy
 JK0911;SPC CO C     -   380,080.      873,310.      MT  (+/- 180 meters Scaled)
 JK0911
 JK0911                          SUPERSEDED SURVEY CONTROL
 JK0911
 JK0911.No superseded survey control is available for this station.
 JK0911
 JK0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC153629(NAD 83)
 JK0911_MARKER: DB = BENCH MARK DISK
 JK0911_SETTING: 66 = SET IN ROCK OUTCROP
 JK0911_SP_SET: ROCK OUTCROP
 JK0911_STAMPING: K 417 1984
 JK0911_MARK LOGO: NGS   
 JK0911_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0911+STABILITY: POSITION/ELEVATION WELL
 JK0911
 JK0911  HISTORY     - Date     Condition        Report By
 JK0911  HISTORY     - 1984     MONUMENTED       NGS
 JK0911
 JK0911                          STATION DESCRIPTION
 JK0911
 JK0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0911'9.9 KM (6.15 MI) EAST FROM PONCHA SPRINGS.
 JK0911'9.9 KM (6.15 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS SOUTH
 JK0911'JUNCTION WITH U.S. HIGHWAY 285 IN PONCHA SPRINGS, IN THE EASTERN 1/4
 JK0911'OF A 30 BY 365 FOOT EXPOSED AREA OF OUTCROPPING BEDROCK IN A HIGHWAY
 JK0911'CUT, 0.8 KM (0.5 MI) WEST OF THE INTERSECTION OF ORR ROAD, 0.6 KM
 JK0911'(0.35 MI) WEST OF MILEPOST 224, 66.1 M (216.9 FT) EAST OF THE WEST
 JK0911'END OF THE CUT, 45.1 M (148.0 FT) WEST OF THE EAST END OF THE CUT,
 JK0911'17.1 M (56.1 FT) EAST OF THE EXTENDED CENTER OF COUNTY ROAD 102, 9.9
 JK0911'M (32.5 FT) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF THE
 JK0911'HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF THE NORTH END OF THE CUT.
 JK0911'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JK0911'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0376 ***********************************************************************
 LK0376  DESIGNATION -  K 418
 LK0376  PID         -  LK0376
 LK0376  STATE/COUNTY-  CO/MORGAN
 LK0376  USGS QUAD   -  FORT MORGAN (1984)
 LK0376
 LK0376                         *CURRENT SURVEY CONTROL
 LK0376  ___________________________________________________________________
 LK0376* NAD 83(1986)-  40 15 46.     (N)    103 45 07.     (W)     SCALED    
 LK0376* NAVD 88     -      1296.789  (meters)    4254.55   (feet)  ADJUSTED  
 LK0376  ___________________________________________________________________
 LK0376  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 LK0376  DYNAMIC HT  -        1295.752 (meters)    4251.15  (feet)  COMP
 LK0376  MODELED GRAV-     979,780.8   (mgal)                       NAVD 88
 LK0376
 LK0376  VERT ORDER  -  FIRST     CLASS II
 LK0376
 LK0376.The horizontal coordinates were scaled from a topographic map and have
 LK0376.an estimated accuracy of +/- 6 seconds.
 LK0376
 LK0376.The orthometric height was determined by differential leveling
 LK0376.and adjusted by the National Geodetic Survey in June 1991..
 LK0376
 LK0376.The geoid height was determined by GEOID03.
 LK0376
 LK0376.The dynamic height is computed by dividing the NAVD 88
 LK0376.geopotential number by the normal gravity value computed on the
 LK0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0376.degrees latitude (g = 980.6199 gals.).
 LK0376
 LK0376.The modeled gravity was interpolated from observed gravity values.
 LK0376
 LK0376;                    North         East    Units  Estimated Accuracy
 LK0376;SPC CO N     -   409,460.    1,063,090.      MT  (+/- 180 meters Scaled)
 LK0376
 LK0376                          SUPERSEDED SURVEY CONTROL
 LK0376
 LK0376.No superseded survey control is available for this station.
 LK0376
 LK0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE061576(NAD 83)
 LK0376_MARKER: I = METAL ROD
 LK0376_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0376_SP_SET: STAINLESS STEEL ROD
 LK0376_STAMPING: K 418 1984
 LK0376_MARK LOGO: NGS   
 LK0376_PROJECTION: FLUSH
 LK0376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0376_ROD/PIPE-DEPTH: 19.5 meters
 LK0376
 LK0376  HISTORY     - Date     Condition        Report By
 LK0376  HISTORY     - 1984     MONUMENTED       NGS
 LK0376
 LK0376                          STATION DESCRIPTION
 LK0376
 LK0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LK0376'4.3 KM (2.7 MI) EAST FROM FORT MORGAN.
 LK0376'4.3 KM (2.7 MI) EASTERLY ALONG INTERSTATE HIGHWAY 76 FROM ITS
 LK0376'JUNCTION WITH STATE HIGHWAY 52 IN FORT MORGAN, 0.4 KM (0.25 MI) EAST
 LK0376'OF MILEPOST 83, AND 32.3 M (106.0 FT) SOUTH OF THE CENTERLINE OF THE
 LK0376'EAST BOUND LANES OF THE HIGHWAY.  NOTE--ACCESS TO DATUM POINT IS HAD
 LK0376'THROUGH A 5-INCH LOGO CAP.
 LK0376'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 LK0376'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0399 ***********************************************************************
 LK0399  DESIGNATION -  K 419
 LK0399  PID         -  LK0399
 LK0399  STATE/COUNTY-  CO/LOGAN
 LK0399  USGS QUAD   -  ATWOOD (1951)
 LK0399
 LK0399                         *CURRENT SURVEY CONTROL
 LK0399  ___________________________________________________________________
 LK0399* NAD 83(1986)-  40 30 30.     (N)    103 19 08.     (W)     SCALED    
 LK0399* NAVD 88     -      1223.844  (meters)    4015.23   (feet)  ADJUSTED  
 LK0399  ___________________________________________________________________
 LK0399  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 LK0399  DYNAMIC HT  -        1222.925 (meters)    4012.21  (feet)  COMP
 LK0399  MODELED GRAV-     979,832.0   (mgal)                       NAVD 88
 LK0399
 LK0399  VERT ORDER  -  FIRST     CLASS II
 LK0399
 LK0399.The horizontal coordinates were scaled from a topographic map and have
 LK0399.an estimated accuracy of +/- 6 seconds.
 LK0399
 LK0399.The orthometric height was determined by differential leveling
 LK0399.and adjusted by the National Geodetic Survey in June 1991..
 LK0399
 LK0399.The geoid height was determined by GEOID03.
 LK0399
 LK0399.The dynamic height is computed by dividing the NAVD 88
 LK0399.geopotential number by the normal gravity value computed on the
 LK0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0399.degrees latitude (g = 980.6199 gals.).
 LK0399
 LK0399.The modeled gravity was interpolated from observed gravity values.
 LK0399
 LK0399;                    North         East    Units  Estimated Accuracy
 LK0399;SPC CO N     -   437,540.    1,099,240.      MT  (+/- 180 meters Scaled)
 LK0399
 LK0399                          SUPERSEDED SURVEY CONTROL
 LK0399
 LK0399.No superseded survey control is available for this station.
 LK0399
 LK0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE424855(NAD 83)
 LK0399_MARKER: I = METAL ROD
 LK0399_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0399_SP_SET: STAINLESS STEEL ROD
 LK0399_STAMPING: K 419 1984
 LK0399_MARK LOGO: NGS   
 LK0399_PROJECTION: FLUSH
 LK0399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0399_ROD/PIPE-DEPTH: 22.0 meters
 LK0399
 LK0399  HISTORY     - Date     Condition        Report By
 LK0399  HISTORY     - 1984     MONUMENTED       NGS
 LK0399
 LK0399                          STATION DESCRIPTION
 LK0399
 LK0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LK0399'15.5 KM (9.65 MI) SW FROM STERLING.
 LK0399'15.5 KM (9.65 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 6 FROM ITS
 LK0399'JUNCTION WITH FRONT STREET IN STERLING, 7.2 M (56.4 FT) WEST OF THE
 LK0399'CENTERLINE OF THE HIGHWAY, 8.4 M (27.6 FT) SOUTH OF THE CENTER OF
 LK0399'COUNTY ROAD 12, AND 2.9 M (9.5 FT) WEST OF A FENCE CORNER.
 LK0399'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LK0399'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 LK0399'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0101 ***********************************************************************
 HM0101  DESIGNATION -  K 42
 HM0101  PID         -  HM0101
 HM0101  STATE/COUNTY-  CO/MONTEZUMA
 HM0101  USGS QUAD   -  BATTLE ROCK (1979)
 HM0101
 HM0101                         *CURRENT SURVEY CONTROL
 HM0101  ___________________________________________________________________
 HM0101* NAD 83(1986)-  37 20 07.     (N)    108 50 46.     (W)     SCALED    
 HM0101* NAVD 88     -      1639.831  (meters)    5380.01   (feet)  POSTED    
 HM0101  ___________________________________________________________________
 HM0101  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 HM0101  DYNAMIC HT  -        1637.890 (meters)    5373.64  (feet)  COMP
 HM0101  MODELED GRAV-     979,392.5   (mgal)                       NAVD 88
 HM0101
 HM0101  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HM0101
 HM0101.The horizontal coordinates were scaled from a topographic map and have
 HM0101.an estimated accuracy of +/- 6 seconds.
 HM0101
 HM0101.The orthometric height was determined by differential leveling
 HM0101.and adjusted by the National Geodetic Survey in 1992..
 HM0101.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HM0101.rate of 0.0 thru 1.0 mm/km.
 HM0101
 HM0101.The geoid height was determined by GEOID03.
 HM0101
 HM0101.The dynamic height is computed by dividing the NAVD 88
 HM0101.geopotential number by the normal gravity value computed on the
 HM0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0101.degrees latitude (g = 980.6199 gals.).
 HM0101
 HM0101.The modeled gravity was interpolated from observed gravity values.
 HM0101
 HM0101;                    North         East    Units  Estimated Accuracy
 HM0101;SPC CO S     -   384,320.      617,940.      MT  (+/- 180 meters Scaled)
 HM0101
 HM0101                          SUPERSEDED SURVEY CONTROL
 HM0101
 HM0101  NGVD 29 (??/??/92) 1638.795  (m)         5376.61   (f) ADJ UNCH    1 2
 HM0101
 HM0101.Superseded values are not recommended for survey control.
 HM0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0101.See file dsdata.txt to determine how the superseded data were derived.
 HM0101
 HM0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG908342(NAD 83)
 HM0101_MARKER: DB = BENCH MARK DISK
 HM0101_SETTING: 66 = SET IN ROCK OUTCROP
 HM0101_SP_SET: SANDSTONE BANK
 HM0101_STAMPING: K 42 1934
 HM0101_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0101+STABILITY: POSITION/ELEVATION WELL
 HM0101
 HM0101  HISTORY     - Date     Condition        Report By
 HM0101  HISTORY     - 1934     MONUMENTED       CGS
 HM0101  HISTORY     - 1975     MARK NOT FOUND   USGS
 HM0101  HISTORY     - 1984     MARK NOT FOUND   NGS
 HM0101
 HM0101                          STATION DESCRIPTION
 HM0101
 HM0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0101'18.2 MI SW FROM CORTEZ.
 HM0101'18.2 MILES S.W. ALONG CORTEZ-BLUFF ROAD.  12 FT. NORTH OF CENTER LINE
 HM0101'OF CORTEZ-BLUFF ROAD 4 FT. ABOVE SURFACE OF ROAD SET IN SANDSTONE
 HM0101'BANK.
 HM0101
 HM0101                          STATION RECOVERY (1975)
 HM0101
 HM0101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HM0101'MARK NOT FOUND.
 HM0101
 HM0101                          STATION RECOVERY (1984)
 HM0101
 HM0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HM0101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0155 ***********************************************************************
 KM0155  DESIGNATION -  K 420
 KM0155  PID         -  KM0155
 KM0155  STATE/COUNTY-  CO/RIO BLANCO
 KM0155  USGS QUAD   -  WHITE COYOTE DRAW (1973)
 KM0155
 KM0155                         *CURRENT SURVEY CONTROL
 KM0155  ___________________________________________________________________
 KM0155* NAD 83(1992)-  39 50 45.52123(N)    108 44 05.48617(W)     ADJUSTED  
 KM0155* NAVD 88     -      1822.378  (meters)    5978.92   (feet)  ADJUSTED  
 KM0155  ___________________________________________________________________
 KM0155  X           -  -1,575,455.273 (meters)                     COMP
 KM0155  Y           -  -4,645,174.566 (meters)                     COMP
 KM0155  Z           -   4,066,027.595 (meters)                     COMP
 KM0155  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 KM0155  ELLIP HEIGHT-        1806.26  (meters)          (12/03/02) GPS OBS
 KM0155  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 KM0155  DYNAMIC HT  -        1820.613 (meters)    5973.13  (feet)  COMP
 KM0155  MODELED GRAV-     979,593.0   (mgal)                       NAVD 88
 KM0155
 KM0155  HORZ ORDER  -  FIRST
 KM0155  VERT ORDER  -  FIRST     CLASS II
 KM0155  ELLP ORDER  -  FOURTH    CLASS II
 KM0155
 KM0155.The horizontal coordinates were established by GPS observations
 KM0155.and adjusted by the CO DEPT OF TRANSP in October 2002..
 KM0155
 KM0155.The orthometric height was determined by differential leveling
 KM0155.and adjusted by the National Geodetic Survey in June 1991..
 KM0155
 KM0155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KM0155
 KM0155.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0155
 KM0155.The ellipsoidal height was determined by GPS observations
 KM0155.and is referenced to NAD 83.
 KM0155
 KM0155.The geoid height was determined by GEOID03.
 KM0155
 KM0155.The dynamic height is computed by dividing the NAVD 88
 KM0155.geopotential number by the normal gravity value computed on the
 KM0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0155.degrees latitude (g = 980.6199 gals.).
 KM0155
 KM0155.The modeled gravity was interpolated from observed gravity values.
 KM0155
 KM0155;                    North         East     Units Scale Factor Converg.
 KM0155;SPC CO N     -   366,768.601   637,611.734   MT  0.99998165   -2 05 24.5
 KM0155;SPC CO N     - 1,203,306.65  2,091,897.83   sFT  0.99998165   -2 05 24.5
 KM0155;UTM  12      - 4,413,117.694   693,794.759   MT  1.00006238   +1 27 06.4
 KM0155
 KM0155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0155!SPC CO N     -   0.99971671  x   0.99998165  =   0.99969837
 KM0155!UTM  12      -   0.99971671  x   1.00006238  =   0.99977907
 KM0155
 KM0155                          SUPERSEDED SURVEY CONTROL
 KM0155
 KM0155  ELLIP H (10/09/02) 1806.26   (m)                       GP(       ) 4 1
 KM0155  NAVD 88 (10/09/02) 1822.38   (m)         5978.9    (f) LEVELING    3  
 KM0155
 KM0155.Superseded values are not recommended for survey control.
 KM0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0155.See file dsdata.txt to determine how the superseded data were derived.
 KM0155
 KM0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK9379513118(NAD 83)
 KM0155_MARKER: DB = BENCH MARK DISK
 KM0155_SETTING: 66 = SET IN ROCK OUTCROP
 KM0155_SP_SET: ROCK OUTCROP
 KM0155_STAMPING: K 420 1984
 KM0155_MARK LOGO: NGS   
 KM0155_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KM0155_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0155+STABILITY: POSITION/ELEVATION WELL
 KM0155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0155+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2001
 KM0155
 KM0155  HISTORY     - Date     Condition        Report By
 KM0155  HISTORY     - 1984     MONUMENTED       NGS
 KM0155  HISTORY     - 20011103 GOOD             NGS
 KM0155  HISTORY     - 20060523 GOOD             GEOCAC
 KM0155
 KM0155                          STATION DESCRIPTION
 KM0155
 KM0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0155'30.4 KM (18.9 MI) SOUTH FROM RANGELY.
 KM0155'1.8 KM (1.1 MI) EAST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE IN
 KM0155'RANGELY, THENCE 28.6 KM (17.8 MI) SOUTHERLY ALONG STATE HIGHWAY 139,
 KM0155'NEAR THE NORTH END OF A LARGE ROCK LEDGE, 60.7 M (199.1 FT) WEST OF
 KM0155'THE CENTERLINE OF THE HIGHWAY, 20.2 M (66.3 FT) SOUTHWEST OF THE
 KM0155'CENTER OF A DIRT ROAD LEADING WEST TO LITTLE INDIAN DRAW, AND 4.0 M
 KM0155'(13.1 FT) SOUTH OF THE NORTH END AND 4.0 M (13.1 FT) WEST OF THE EAST
 KM0155'EDGE OF THE LEDGE.
 KM0155'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 KM0155'THE MARK IS 2.2 M ABOVE THE HIGHWAY.
 KM0155
 KM0155                          STATION RECOVERY (2001)
 KM0155
 KM0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 KM0155'RECOVERED IN GOOD CONDITION.
 KM0155
 KM0155                          STATION RECOVERY (2006)
 KM0155
 KM0155'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KM0155'HANDHELD COORDINATES ARE N39-50-45.54 W108-44-05.52.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0586 ***********************************************************************
 JL0586  DESIGNATION -  K 421
 JL0586  PID         -  JL0586
 JL0586  STATE/COUNTY-  CO/CHAFFEE
 JL0586  USGS QUAD   -  MAYSVILLE (1994)
 JL0586
 JL0586                         *CURRENT SURVEY CONTROL
 JL0586  ___________________________________________________________________
 JL0586* NAD 83(1986)-  38 31 35.     (N)    106 08 00.     (W)     SCALED    
 JL0586* NAVD 88     -      2410.152  (meters)    7907.31   (feet)  ADJUSTED  
 JL0586  ___________________________________________________________________
 JL0586  GEOID HEIGHT-         -14.46  (meters)                     GEOID03
 JL0586  DYNAMIC HT  -        2407.116 (meters)    7897.35  (feet)  COMP
 JL0586  MODELED GRAV-     979,282.8   (mgal)                       NAVD 88
 JL0586
 JL0586  VERT ORDER  -  FIRST     CLASS II
 JL0586
 JL0586.The horizontal coordinates were scaled from a topographic map and have
 JL0586.an estimated accuracy of +/- 6 seconds.
 JL0586
 JL0586.The orthometric height was determined by differential leveling
 JL0586.and adjusted by the National Geodetic Survey in June 1991..
 JL0586
 JL0586.The geoid height was determined by GEOID03.
 JL0586
 JL0586.The dynamic height is computed by dividing the NAVD 88
 JL0586.geopotential number by the normal gravity value computed on the
 JL0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0586.degrees latitude (g = 980.6199 gals.).
 JL0586
 JL0586.The modeled gravity was interpolated from observed gravity values.
 JL0586
 JL0586;                    North         East    Units  Estimated Accuracy
 JL0586;SPC CO C     -   381,930.      859,180.      MT  (+/- 180 meters Scaled)
 JL0586
 JL0586                          SUPERSEDED SURVEY CONTROL
 JL0586
 JL0586.No superseded survey control is available for this station.
 JL0586
 JL0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC012648(NAD 83)
 JL0586_MARKER: I = METAL ROD
 JL0586_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JL0586+WITH SETTING: INFORMATION.
 JL0586_SP_SET: SHALLOW-SET METAL ROD
 JL0586_STAMPING: K 421 1984
 JL0586_MARK LOGO: NGS   
 JL0586_PROJECTION: FLUSH
 JL0586_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0586_ROD/PIPE-DEPTH: 1.2  meters
 JL0586
 JL0586  HISTORY     - Date     Condition        Report By
 JL0586  HISTORY     - 1984     MONUMENTED       NGS
 JL0586
 JL0586                          STATION DESCRIPTION
 JL0586
 JL0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0586'4.8 KM (3.0 MI) WEST FROM PONCHA SPRINGS.
 JL0586'4.8 KM (3.0 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS NORTH JUNCTION
 JL0586'WITH U.S. HIGHWAY 285 IN PONCHA SPRINGS, 0.3 KM (0.2 MI) EAST OF A
 JL0586'UTILITY LINE CROSSING, 18.0 M (59.1 FT) SOUTHWEST OF THE CENTERLINE OF
 JL0586'THE HIGHWAY, 14.6 M (47.9 FT) WEST OF THE SOUTH END OF A 4 FOOT PIPE
 JL0586'CULVERT, AND 4.6 M (15.1 FT) NORTHWEST OF THE CENTER OF A FIELD
 JL0586'ENTRANCE.  NOTE=REFUSAL WAS REACHED AT 4.0 FT.  ACCESS TO THE DATUM
 JL0586'POINT IS THROUGH A 5-INCH LOGO CAP.
 JL0586'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 JL0586'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0563 ***********************************************************************
 JL0563  DESIGNATION -  K 422
 JL0563  PID         -  JL0563
 JL0563  STATE/COUNTY-  CO/GUNNISON
 JL0563  USGS QUAD   -  PAHLONE PEAK (1967)
 JL0563
 JL0563                         *CURRENT SURVEY CONTROL
 JL0563  ___________________________________________________________________
 JL0563* NAD 83(1986)-  38 28 34.     (N)    106 20 10.     (W)     SCALED    
 JL0563* NAVD 88     -      3236.110  (meters)   10617.14   (feet)  ADJUSTED  
 JL0563  ___________________________________________________________________
 JL0563  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 JL0563  DYNAMIC HT  -        3231.499 (meters)   10602.01  (feet)  COMP
 JL0563  MODELED GRAV-     979,085.4   (mgal)                       NAVD 88
 JL0563
 JL0563  VERT ORDER  -  FIRST     CLASS II
 JL0563
 JL0563.The horizontal coordinates were scaled from a topographic map and have
 JL0563.an estimated accuracy of +/- 6 seconds.
 JL0563
 JL0563.The orthometric height was determined by differential leveling
 JL0563.and adjusted by the National Geodetic Survey in June 1991..
 JL0563
 JL0563.The geoid height was determined by GEOID03.
 JL0563
 JL0563.The dynamic height is computed by dividing the NAVD 88
 JL0563.geopotential number by the normal gravity value computed on the
 JL0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0563.degrees latitude (g = 980.6199 gals.).
 JL0563
 JL0563.The modeled gravity was interpolated from observed gravity values.
 JL0563
 JL0563;                    North         East    Units  Estimated Accuracy
 JL0563;SPC CO C     -   376,490.      841,440.      MT  (+/- 180 meters Scaled)
 JL0563
 JL0563                          SUPERSEDED SURVEY CONTROL
 JL0563
 JL0563.No superseded survey control is available for this station.
 JL0563
 JL0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC834594(NAD 83)
 JL0563_MARKER: DB = BENCH MARK DISK
 JL0563_SETTING: 66 = SET IN ROCK OUTCROP
 JL0563_SP_SET: ROCK OUTCROP
 JL0563_STAMPING: K 422 1984
 JL0563_MARK LOGO: NGS   
 JL0563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0563
 JL0563  HISTORY     - Date     Condition        Report By
 JL0563  HISTORY     - 1984     MONUMENTED       NGS
 JL0563  HISTORY     - 20040920 MARK NOT FOUND   USPSQD
 JL0563
 JL0563                          STATION DESCRIPTION
 JL0563
 JL0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0563'31.9 KM (19.8 MI) WEST FROM PONCHA SPRINGS.
 JL0563'31.9 KM (19.8 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS NORTH
 JL0563'JUNCTION WITH U.S. HIGHWAY 285 IN PONCHA SPRINGS, IN A 4 BY 4 FOOT
 JL0563'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, ACROSS THE HIGHWAY FROM THE
 JL0563'NORTH END OF A PULLOUT, 3.5 KM (2.15 MI) SOUTH OF THE MONARCH PASS
 JL0563'SUMMIT, 48.0 M (157.5 FT) SOUTHWEST OF THE NORTH END OF THE CUT, 47.5
 JL0563'M (155.8 FT) NORTH OF MILEPOST 197, 37.1 M (121.7 FT) NORTH OF A STORM
 JL0563'DRAIN, AND 7.7 M (25.3 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 JL0563'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JL0563'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 JL0563
 JL0563                          STATION RECOVERY (2004)
 JL0563
 JL0563'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 JL0563'US 60 APPEARS TO HAVE BEEN WIDENED RECENTLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0533 ***********************************************************************
 JL0533  DESIGNATION -  K 423
 JL0533  PID         -  JL0533
 JL0533  STATE/COUNTY-  CO/GUNNISON
 JL0533  USGS QUAD   -  SIGNAL PEAK (1979)
 JL0533
 JL0533                         *CURRENT SURVEY CONTROL
 JL0533  ___________________________________________________________________
 JL0533* NAD 83(1986)-  38 31 16.     (N)    106 46 35.     (W)     SCALED    
 JL0533* NAVD 88     -      2391.833  (meters)    7847.21   (feet)  ADJUSTED  
 JL0533  ___________________________________________________________________
 JL0533  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 JL0533  DYNAMIC HT  -        2388.860 (meters)    7837.45  (feet)  COMP
 JL0533  MODELED GRAV-     979,299.8   (mgal)                       NAVD 88
 JL0533
 JL0533  VERT ORDER  -  FIRST     CLASS II
 JL0533
 JL0533.The horizontal coordinates were scaled from a topographic map and have
 JL0533.an estimated accuracy of +/- 6 seconds.
 JL0533
 JL0533.The orthometric height was determined by differential leveling
 JL0533.and adjusted by the National Geodetic Survey in June 1991..
 JL0533
 JL0533.The geoid height was determined by GEOID03.
 JL0533
 JL0533.The dynamic height is computed by dividing the NAVD 88
 JL0533.geopotential number by the normal gravity value computed on the
 JL0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0533.degrees latitude (g = 980.6199 gals.).
 JL0533
 JL0533.The modeled gravity was interpolated from observed gravity values.
 JL0533
 JL0533;                    North         East    Units  Estimated Accuracy
 JL0533;SPC CO C     -   381,930.      803,100.      MT  (+/- 180 meters Scaled)
 JL0533
 JL0533                          SUPERSEDED SURVEY CONTROL
 JL0533
 JL0533.No superseded survey control is available for this station.
 JL0533
 JL0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC451651(NAD 83)
 JL0533_MARKER: DB = BENCH MARK DISK
 JL0533_SETTING: 66 = SET IN ROCK OUTCROP
 JL0533_SP_SET: ROCK OUTCROP
 JL0533_STAMPING: K 423 1984
 JL0533_MARK LOGO: NGS   
 JL0533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0533
 JL0533  HISTORY     - Date     Condition        Report By
 JL0533  HISTORY     - 1984     MONUMENTED       NGS
 JL0533
 JL0533                          STATION DESCRIPTION
 JL0533
 JL0533'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0533'13.8 KM (8.55 MI) EAST FROM GUNNISON.
 JL0533'3.8 KM (8.55 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH
 JL0533'STATE HIGHWAY 135 IN GUNNISON, NEAR THE CENTER OF AN EXPOSED AREA OF
 JL0533'BEDROCK IN A 150 FOOT HIGHWAY CUT, 0.8 KM (0.5 MI) EAST OF THE
 JL0533'INTERSECTION OF STATE HIGHWAY 114, 29.2 M (95.8 FT) EAST OF THE CENTER
 JL0533'OF A DRIVEWAY LEADING NORTH TO THE LEVALLY HEREFORD RANCH, AND 19.1 M
 JL0533'(62.7 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 JL0533'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JL0533'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0513 ***********************************************************************
 JL0513  DESIGNATION -  K 424
 JL0513  PID         -  JL0513
 JL0513  STATE/COUNTY-  CO/GUNNISON
 JL0513  USGS QUAD   -  CARPENTER RIDGE (1982)
 JL0513
 JL0513                         *CURRENT SURVEY CONTROL
 JL0513  ___________________________________________________________________
 JL0513* NAD 83(1992)-  38 28 30.28311(N)    107 10 25.98925(W)     ADJUSTED  
 JL0513* NAVD 88     -      2301.294  (meters)    7550.16   (feet)  ADJUSTED  
 JL0513  ___________________________________________________________________
 JL0513  X           -  -1,476,830.052 (meters)                     COMP
 JL0513  Y           -  -4,778,576.026 (meters)                     COMP
 JL0513  Z           -   3,948,286.827 (meters)                     COMP
 JL0513  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 JL0513  ELLIP HEIGHT-        2286.86  (meters)          (12/03/02) GPS OBS
 JL0513  GEOID HEIGHT-         -14.46  (meters)                     GEOID03
 JL0513  DYNAMIC HT  -        2298.504 (meters)    7541.01  (feet)  COMP
 JL0513  MODELED GRAV-     979,333.5   (mgal)                       NAVD 88
 JL0513
 JL0513  HORZ ORDER  -  FIRST
 JL0513  VERT ORDER  -  FIRST     CLASS II
 JL0513  ELLP ORDER  -  FOURTH    CLASS II
 JL0513
 JL0513.The horizontal coordinates were established by GPS observations
 JL0513.and adjusted by the National Geodetic Survey in March 2001..
 JL0513
 JL0513.The orthometric height was determined by differential leveling
 JL0513.and adjusted by the National Geodetic Survey in June 1991..
 JL0513
 JL0513.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JL0513
 JL0513.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0513
 JL0513.The ellipsoidal height was determined by GPS observations
 JL0513.and is referenced to NAD 83.
 JL0513
 JL0513.The geoid height was determined by GEOID03.
 JL0513
 JL0513.The dynamic height is computed by dividing the NAVD 88
 JL0513.geopotential number by the normal gravity value computed on the
 JL0513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0513.degrees latitude (g = 980.6199 gals.).
 JL0513
 JL0513.The modeled gravity was interpolated from observed gravity values.
 JL0513
 JL0513;                    North         East     Units Scale Factor Converg.
 JL0513;SPC CO C     -   377,385.040   768,342.804   MT  0.99999516   -1 03 20.5
 JL0513;SPC CO C     - 1,238,137.42  2,520,804.68   sFT  0.99999516   -1 03 20.5
 JL0513;UTM  13      - 4,260,766.991   310,366.096   MT  1.00004288   -1 21 10.6
 JL0513
 JL0513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0513!SPC CO C     -   0.99964131  x   0.99999516  =   0.99963647
 JL0513!UTM  13      -   0.99964131  x   1.00004288  =   0.99968417
 JL0513
 JL0513                          SUPERSEDED SURVEY CONTROL
 JL0513
 JL0513  ELLIP H (03/07/01) 2286.81   (m)                       GP(       ) 4 2
 JL0513  NAVD 88 (03/07/01) 2301.29   (m)         7550.1    (f) LEVELING    3  
 JL0513
 JL0513.Superseded values are not recommended for survey control.
 JL0513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0513.See file dsdata.txt to determine how the superseded data were derived.
 JL0513
 JL0513_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC1036660767(NAD 83)
 JL0513_MARKER: DB = BENCH MARK DISK
 JL0513_SETTING: 66 = SET IN ROCK OUTCROP
 JL0513_SP_SET: ROCK OUTCROP
 JL0513_STAMPING: K 424 1984
 JL0513_MARK LOGO: NGS   
 JL0513_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JL0513_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0513+STABILITY: POSITION/ELEVATION WELL
 JL0513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0513+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2000
 JL0513
 JL0513  HISTORY     - Date     Condition        Report By
 JL0513  HISTORY     - 1984     MONUMENTED       NGS
 JL0513  HISTORY     - 20000217 GOOD             CODOT
 JL0513
 JL0513                          STATION DESCRIPTION
 JL0513
 JL0513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0513'25.9 KM (16.1 MI) WEST FROM GUNNISON.
 JL0513'25.9 KM (16.1 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JL0513'WITH STATE HIGHWAY 135 IN GUNNISON, IN THE CENTER OF A 3 FOOT OVAL
 JL0513'EXPOSED AREA OF BEDROCK NEAR THE CENTER OF A HIGHWAY PULLOUT, 1.2 KM
 JL0513'(0.75 MI) WEST OF THE INTERSECTION OF THE ENTRANCE TO THE ELK CREEK
 JL0513'CAMPGROUND, 0.4 KM (0.25 MI) EAST OF THE INTERSECTION OF THE ENTRANCE
 JL0513'TO THE EAST ELK CREEK GROUP USE AREA, AND 36.7 M (120.4 FT) SOUTHWEST
 JL0513'OF THE CENTERLINE OF THE HIGHWAY.
 JL0513'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 JL0513'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JL0513
 JL0513                          STATION RECOVERY (2000)
 JL0513
 JL0513'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2000 (RSC)
 JL0513'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) EAST-NORTHEAST OF
 JL0513'SAPINERO AND 0.75 MI (1.21 KM) NORTHWEST OF THE ENTRANCE TO THE ELK
 JL0513'CREEK CAMPGROUND, IN THE CENTER OF SECTION 27, T 49 N, R 3 W, AT U. S.
 JL0513'HIGHWAY 50 MILEPOST 141.25.  OWNERSHIP--UNKNOWN
 JL0513'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 50 AND
 JL0513'STATE HIGHWAY 135 IN GUNNISON, GO WEST ON U.S.  HIGHWAY 50 FOR 16.1 MI
 JL0513'(25.9 KM) TO THE STATION ON THE LEFT AT A HIGHWAY PULLOUT.  IT IS 0.75
 JL0513'MI (1.21 KM) WEST OF THE ENTRANCE TO THE ELK CREEK CAMPGROUND, 0.25 MI
 JL0513'(0.40 KM) EAST OF THE INTERSECTION OF THE ENTRANCE TO THE EAST ELK
 JL0513'CREEK GROUP USE AREA AND 0.1 MI (0.2 KM) EAST OF THE EAST ELK CREEK
 JL0513'CAUSWAY
 JL0513'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROCK OUTCROP ABOUT
 JL0513'0.9 M (3.0 FT) ROUND AND ABOUT 15 CM ABOVE THE GROUND.  IT IS 36.7 M
 JL0513'(120.4 FT) SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 0.3 M (1.0 FT)
 JL0513'NORTHEAST FROM A WITNESS POST CUT OFF ABOUT 2 CM ABOVE THE ROCK AND
 JL0513'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0486 ***********************************************************************
 JL0486  DESIGNATION -  K 425
 JL0486  PID         -  JL0486
 JL0486  STATE/COUNTY-  CO/GUNNISON
 JL0486  USGS QUAD   -  CURECANTI NEEDLE (1982)
 JL0486
 JL0486                         *CURRENT SURVEY CONTROL
 JL0486  ___________________________________________________________________
 JL0486* NAD 83(1986)-  38 23 45.     (N)    107 28 39.     (W)     SCALED    
 JL0486* NAVD 88     -      2381.213  (meters)    7812.36   (feet)  ADJUSTED  
 JL0486  ___________________________________________________________________
 JL0486  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 JL0486  DYNAMIC HT  -        2378.248 (meters)    7802.64  (feet)  COMP
 JL0486  MODELED GRAV-     979,297.8   (mgal)                       NAVD 88
 JL0486
 JL0486  VERT ORDER  -  FIRST     CLASS II
 JL0486
 JL0486.The horizontal coordinates were scaled from a topographic map and have
 JL0486.an estimated accuracy of +/- 6 seconds.
 JL0486
 JL0486.The orthometric height was determined by differential leveling
 JL0486.and adjusted by the National Geodetic Survey in June 1991..
 JL0486
 JL0486.The geoid height was determined by GEOID03.
 JL0486
 JL0486.The dynamic height is computed by dividing the NAVD 88
 JL0486.geopotential number by the normal gravity value computed on the
 JL0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0486.degrees latitude (g = 980.6199 gals.).
 JL0486
 JL0486.The modeled gravity was interpolated from observed gravity values.
 JL0486
 JL0486;                    North         East    Units  Estimated Accuracy
 JL0486;SPC CO C     -   369,120.      741,660.      MT  (+/- 180 meters Scaled)
 JL0486
 JL0486                          SUPERSEDED SURVEY CONTROL
 JL0486
 JL0486.No superseded survey control is available for this station.
 JL0486
 JL0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC836526(NAD 83)
 JL0486_MARKER: DB = BENCH MARK DISK
 JL0486_SETTING: 66 = SET IN ROCK OUTCROP
 JL0486_SP_SET: ROCK OUTCROP
 JL0486_STAMPING: K 425 1984
 JL0486_MARK LOGO: NGS   
 JL0486_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0486+STABILITY: POSITION/ELEVATION WELL
 JL0486
 JL0486  HISTORY     - Date     Condition        Report By
 JL0486  HISTORY     - 1984     MONUMENTED       NGS
 JL0486
 JL0486                          STATION DESCRIPTION
 JL0486
 JL0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0486'41.2 KM (25.6 MI) EAST FROM MONTROSE.
 JL0486'41.2 KM (25.6 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JL0486'WITH U.S. HIGHWAY 550 IN MONTROSE, IN A 3 BY 4 FOOT EXPOSED AREA OF
 JL0486'BEDROCK AT THE EAST END OF A HIGHWAY CUT, 2.4 KM (1.5 MI) EAST OF THE
 JL0486'MONTROSE-GUNNISON COUNTY LINE, 0.1 KM (0.05 MI) WEST OF THE
 JL0486'INTERSECTION OF A DRIVEWAY LEADING NORTH TO A RANCH HOUSE, AND 21.3 M
 JL0486'(69.9 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 JL0486'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JL0486'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0638 ***********************************************************************
 JL0638  DESIGNATION -  K 426
 JL0638  PID         -  JL0638
 JL0638  STATE/COUNTY-  CO/MONTROSE
 JL0638  USGS QUAD   -  MONTROSE EAST (1982)
 JL0638
 JL0638                         *CURRENT SURVEY CONTROL
 JL0638  ___________________________________________________________________
 JL0638* NAD 83(1986)-  38 26 52.     (N)    107 51 59.     (W)     SCALED    
 JL0638* NAVD 88     -      1793.418  (meters)    5883.91   (feet)  ADJUSTED  
 JL0638  ___________________________________________________________________
 JL0638  GEOID HEIGHT-         -16.35  (meters)                     GEOID03
 JL0638  DYNAMIC HT  -        1791.427 (meters)    5877.37  (feet)  COMP
 JL0638  MODELED GRAV-     979,455.1   (mgal)                       NAVD 88
 JL0638
 JL0638  VERT ORDER  -  FIRST     CLASS II
 JL0638
 JL0638.The horizontal coordinates were scaled from a topographic map and have
 JL0638.an estimated accuracy of +/- 6 seconds.
 JL0638
 JL0638.The orthometric height was determined by differential leveling
 JL0638.and adjusted by the National Geodetic Survey in June 1991..
 JL0638
 JL0638.The geoid height was determined by GEOID03.
 JL0638
 JL0638.The dynamic height is computed by dividing the NAVD 88
 JL0638.geopotential number by the normal gravity value computed on the
 JL0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0638.degrees latitude (g = 980.6199 gals.).
 JL0638
 JL0638.The modeled gravity was interpolated from observed gravity values.
 JL0638
 JL0638;                    North         East    Units  Estimated Accuracy
 JL0638;SPC CO S     -   505,100.      707,850.      MT  (+/- 180 meters Scaled)
 JL0638
 JL0638                          SUPERSEDED SURVEY CONTROL
 JL0638
 JL0638.No superseded survey control is available for this station.
 JL0638
 JL0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC498593(NAD 83)
 JL0638_MARKER: I = METAL ROD
 JL0638_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JL0638_SP_SET: STAINLESS STEEL ROD
 JL0638_STAMPING: K 426 1984
 JL0638_MARK LOGO: NGS   
 JL0638_PROJECTION: FLUSH
 JL0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0638_ROD/PIPE-DEPTH: 6.1  meters
 JL0638
 JL0638  HISTORY     - Date     Condition        Report By
 JL0638  HISTORY     - 1984     MONUMENTED       NGS
 JL0638  HISTORY     - 20030621 MARK NOT FOUND   USPSQD
 JL0638
 JL0638                          STATION DESCRIPTION
 JL0638
 JL0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0638'3.8 KM (2.35 MI) SOUTH FROM MONTROSE.
 JL0638'3.8 KM (2.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM THE POST OFFICE
 JL0638'IN MONTROSE, 1.2 KM (0.75 MI) NORTH OF A HIGHWAY BRIDGE SPANNING THE
 JL0638'UNCOMPAHGRE RIVER, 17.0 M (55.8 FT) SOUTH OF THE CENTER OF A DRIVEWAY
 JL0638'LEADING TO THE JOHN M. WILLIAMS RESIDENCE, 16.9 M (55.4 FT) WEST OF
 JL0638'THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 0.6 M (2.0 FT)
 JL0638'SOUTH OF A UTILITY POLE, AND 0.6 M (2.0 FT) EAST OF A WIRE FENCE.
 JL0638'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JL0638'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JL0638'THE MARK IS 2.0 M BELOW THE HIGHWAY.
 JL0638
 JL0638                          STATION RECOVERY (2003)
 JL0638
 JL0638'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 JL0638'AREA GRADED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0162 ***********************************************************************
 KM0162  DESIGNATION -  K 427
 KM0162  PID         -  KM0162
 KM0162  STATE/COUNTY-  CO/RIO BLANCO
 KM0162  USGS QUAD   -  BIG FOUNDATION CREEK (1964)
 KM0162
 KM0162                         *CURRENT SURVEY CONTROL
 KM0162  ___________________________________________________________________
 KM0162* NAD 83(1986)-  39 43 08.     (N)    108 47 50.     (W)     SCALED    
 KM0162* NAVD 88     -      2000.085  (meters)    6561.95   (feet)  ADJUSTED  
 KM0162  ___________________________________________________________________
 KM0162  GEOID HEIGHT-         -16.03  (meters)                     GEOID03
 KM0162  DYNAMIC HT  -        1998.047 (meters)    6555.26  (feet)  COMP
 KM0162  MODELED GRAV-     979,535.9   (mgal)                       NAVD 88
 KM0162
 KM0162  VERT ORDER  -  FIRST     CLASS II
 KM0162
 KM0162.The horizontal coordinates were scaled from a topographic map and have
 KM0162.an estimated accuracy of +/- 6 seconds.
 KM0162
 KM0162.The orthometric height was determined by differential leveling
 KM0162.and adjusted by the National Geodetic Survey in June 1991..
 KM0162
 KM0162.The geoid height was determined by GEOID03.
 KM0162
 KM0162.The dynamic height is computed by dividing the NAVD 88
 KM0162.geopotential number by the normal gravity value computed on the
 KM0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0162.degrees latitude (g = 980.6199 gals.).
 KM0162
 KM0162.The modeled gravity was interpolated from observed gravity values.
 KM0162
 KM0162;                    North         East    Units  Estimated Accuracy
 KM0162;SPC CO N     -   352,860.      631,750.      MT  (+/- 180 meters Scaled)
 KM0162
 KM0162                          SUPERSEDED SURVEY CONTROL
 KM0162
 KM0162.No superseded survey control is available for this station.
 KM0162
 KM0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ888988(NAD 83)
 KM0162_MARKER: DB = BENCH MARK DISK
 KM0162_SETTING: 66 = SET IN ROCK OUTCROP
 KM0162_SP_SET: ROCK OUTCROP
 KM0162_STAMPING: K 427 1984
 KM0162_MARK LOGO: NGS   
 KM0162_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0162+STABILITY: POSITION/ELEVATION WELL
 KM0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KM0162+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2006
 KM0162
 KM0162  HISTORY     - Date     Condition        Report By
 KM0162  HISTORY     - 1984     MONUMENTED       NGS
 KM0162  HISTORY     - 20060523 GOOD             GEOCAC
 KM0162
 KM0162                          STATION DESCRIPTION
 KM0162
 KM0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0162'46.0 KM (28.6 MI) SOUTH FROM RANGELY.
 KM0162'1.8 KM (1.1 MI) EAST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE IN
 KM0162'RANGELY, THENCE 44.2 KM (27.45 MI) SOUTHERLY ALONG STATE HIGHWAY 139,
 KM0162'IN THE SOUTHERN 1/4 OF A 20.0 BY 650.0 FOOT EXPOSED AREA OF
 KM0162'OUTCROPPING BEDROCK, 7.7 KM (4.8 MI) NORTH OF THE RIO BLANCO-GARFIELD
 KM0162'COUNTY LINE, 0.7 KM (0.45 MI) NORTH THE INTERSECTION OF A DIRT ROAD
 KM0162'LEADING SOUTHWEST TO WOLF CANYON, 19.5 M (64.0 FT) NORTH OF THE SOUTH
 KM0162'END OF THE OUTCROP, 11.6 M (38.1 FT) WEST OF THE CENTERLINE OF THE
 KM0162'HIGHWAY, AND 0.3 M (1.0 FT) WEST OF THE EAST END OF THE OUTCROP.
 KM0162'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 KM0162'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 KM0162
 KM0162                          STATION RECOVERY (2006)
 KM0162
 KM0162'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KM0162'FOUND ABOUT 20 FEET WEST OF A RIGHT-OF-WAY FENCE.  HANDHELD
 KM0162'COORDINATES ARE N39-43-08.70 W108-47-50.76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0222 ***********************************************************************
 KM0222  DESIGNATION -  K 428
 KM0222  PID         -  KM0222
 KM0222  STATE/COUNTY-  CO/MESA
 KM0222  USGS QUAD   -  GRAND JUNCTION (1973)
 KM0222
 KM0222                         *CURRENT SURVEY CONTROL
 KM0222  ___________________________________________________________________
 KM0222* NAD 83(1986)-  39 04 36.     (N)    108 34 41.     (W)     SCALED    
 KM0222* NAVD 88     -      1386.844  (meters)    4550.00   (feet)  ADJUSTED  
 KM0222  ___________________________________________________________________
 KM0222  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 KM0222  DYNAMIC HT  -        1385.517 (meters)    4545.65  (feet)  COMP
 KM0222  MODELED GRAV-     979,623.0   (mgal)                       NAVD 88
 KM0222
 KM0222  VERT ORDER  -  FIRST     CLASS II
 KM0222
 KM0222.The horizontal coordinates were scaled from a topographic map and have
 KM0222.an estimated accuracy of +/- 6 seconds.
 KM0222
 KM0222.The orthometric height was determined by differential leveling
 KM0222.and adjusted by the National Geodetic Survey in June 1991..
 KM0222
 KM0222.The geoid height was determined by GEOID03.
 KM0222
 KM0222.The dynamic height is computed by dividing the NAVD 88
 KM0222.geopotential number by the normal gravity value computed on the
 KM0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0222.degrees latitude (g = 980.6199 gals.).
 KM0222
 KM0222.The modeled gravity was interpolated from observed gravity values.
 KM0222
 KM0222;                    North         East    Units  Estimated Accuracy
 KM0222;SPC CO C     -   447,330.      648,120.      MT  (+/- 180 meters Scaled)
 KM0222
 KM0222                          SUPERSEDED SURVEY CONTROL
 KM0222
 KM0222.No superseded survey control is available for this station.
 KM0222
 KM0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ095280(NAD 83)
 KM0222_MARKER: I = METAL ROD
 KM0222_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KM0222_SP_SET: STAINLESS STEEL ROD
 KM0222_STAMPING: K 428 1984
 KM0222_MARK LOGO: NGS   
 KM0222_PROJECTION: FLUSH
 KM0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0222+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2005
 KM0222_ROD/PIPE-DEPTH: 7.7  meters
 KM0222
 KM0222  HISTORY     - Date     Condition        Report By
 KM0222  HISTORY     - 1984     MONUMENTED       NGS
 KM0222  HISTORY     - 20030209 GOOD             INDIV
 KM0222  HISTORY     - 20051229 GOOD             GEOCAC
 KM0222
 KM0222                          STATION DESCRIPTION
 KM0222
 KM0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0222'IN GRAND JUNCTION.
 KM0222'IN GRAND JUNCTION, AT THE JUNCTION OF U.S. HIGHWAYS 50 AND 6, 120.0
 KM0222'M (393.7 FT) SOUTHEAST OF THE EXTENDED CENTERLINE OF U.S. HIGHWAY 6,
 KM0222'30.5 M (100.1 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND
 KM0222'LANES OF U.S. HIGHWAY 50, 8.7 M (28.5 FT) SOUTHEAST OF THE CENTER OF
 KM0222'A FIELD ENTRANCE, AND 3.7 M (12.1 FT) SOUTHEAST OF A UTILITY POLE.
 KM0222'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KM0222'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 KM0222'THE MARK IS 0.9 M BELOW THE NEAR HIGHWAY.
 KM0222
 KM0222                          STATION RECOVERY (2003)
 KM0222
 KM0222'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (PJM)
 KM0222'FOUND BENCHMARK 28.5 FT SOUTHEAST OF CENTER OF DRIVEWAY TO BUSINESS AT
 KM0222'ADDRESS 2539 US HWY 6 AND 50.
 KM0222'N39 4.614   W108  34.692   WGS 84 DATUM
 KM0222
 KM0222                          STATION RECOVERY (2005)
 KM0222
 KM0222'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0222'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0360 ***********************************************************************
 JM0360  DESIGNATION -  K 429
 JM0360  PID         -  JM0360
 JM0360  STATE/COUNTY-  CO/DELTA
 JM0360  USGS QUAD   -  DOMINGUEZ (1969)
 JM0360
 JM0360                         *CURRENT SURVEY CONTROL
 JM0360  ___________________________________________________________________
 JM0360* NAD 83(1986)-  38 47 38.     (N)    108 18 47.     (W)     SCALED    
 JM0360* NAVD 88     -      1475.337  (meters)    4840.33   (feet)  ADJUSTED  
 JM0360  ___________________________________________________________________
 JM0360  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 JM0360  DYNAMIC HT  -        1473.859 (meters)    4835.49  (feet)  COMP
 JM0360  MODELED GRAV-     979,574.9   (mgal)                       NAVD 88
 JM0360
 JM0360  VERT ORDER  -  FIRST     CLASS II
 JM0360
 JM0360.The horizontal coordinates were scaled from a topographic map and have
 JM0360.an estimated accuracy of +/- 6 seconds.
 JM0360
 JM0360.The orthometric height was determined by differential leveling
 JM0360.and adjusted by the National Geodetic Survey in June 1991..
 JM0360
 JM0360.The geoid height was determined by GEOID03.
 JM0360
 JM0360.The dynamic height is computed by dividing the NAVD 88
 JM0360.geopotential number by the normal gravity value computed on the
 JM0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0360.degrees latitude (g = 980.6199 gals.).
 JM0360
 JM0360.The modeled gravity was interpolated from observed gravity values.
 JM0360
 JM0360;                    North         East    Units  Estimated Accuracy
 JM0360;SPC CO C     -   415,210.      670,060.      MT  (+/- 180 meters Scaled)
 JM0360
 JM0360                          SUPERSEDED SURVEY CONTROL
 JM0360
 JM0360.No superseded survey control is available for this station.
 JM0360
 JM0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH333973(NAD 83)
 JM0360_MARKER: I = METAL ROD
 JM0360_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JM0360_SP_SET: STAINLESS STEEL ROD
 JM0360_STAMPING: K 429 1984
 JM0360_MARK LOGO: NGS   
 JM0360_PROJECTION: FLUSH
 JM0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JM0360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JM0360+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2005
 JM0360_ROD/PIPE-DEPTH: 4.9  meters
 JM0360
 JM0360  HISTORY     - Date     Condition        Report By
 JM0360  HISTORY     - 1984     MONUMENTED       NGS
 JM0360  HISTORY     - 20050310 GOOD             GEOCAC
 JM0360
 JM0360                          STATION DESCRIPTION
 JM0360
 JM0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JM0360'26.8 KM (16.65 MI) NW FROM DELTA.
 JM0360'22.6 KM (14.05 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 50 FROM ITS
 JM0360'JUNCTION WITH STATE HIGHWAY 92 IN DELTA, THENCE 4.2 KM (2.6 MI)
 JM0360'SOUTHWESTERLY ALONG COUNTY ROAD DRK 50, 13.5 M (44.3 FT) SOUTH OF THE
 JM0360'CENTER OF A GRAVELED ROAD LEADING NORTHWEST TO DOMINGUEZ, AND 12.4 M
 JM0360'(40.7 FT) SOUTHWEST OF THE CENTER OF THE ROAD.  NOTE--ACCESS TO DATUM
 JM0360'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JM0360'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 JM0360'THE MARK IS 0.3 M BELOW THE ROAD.
 JM0360
 JM0360                          STATION RECOVERY (2005)
 JM0360
 JM0360'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 JM0360'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0020 ***********************************************************************
 LM0020  DESIGNATION -  K 43
 LM0020  PID         -  LM0020
 LM0020  STATE/COUNTY-  CO/JACKSON
 LM0020  USGS QUAD   -  COWDREY (1956)
 LM0020
 LM0020                         *CURRENT SURVEY CONTROL
 LM0020  ___________________________________________________________________
 LM0020* NAD 83(1986)-  40 52 06.     (N)    106 19 43.     (W)     SCALED    
 LM0020* NAVD 88     -      2405.073  (meters)    7890.64   (feet)  ADJUSTED  
 LM0020  ___________________________________________________________________
 LM0020  GEOID HEIGHT-         -11.63  (meters)                     GEOID03
 LM0020  DYNAMIC HT  -        2402.628 (meters)    7882.62  (feet)  COMP
 LM0020  MODELED GRAV-     979,521.1   (mgal)                       NAVD 88
 LM0020
 LM0020  VERT ORDER  -  FIRST     CLASS II
 LM0020
 LM0020.The horizontal coordinates were scaled from a topographic map and have
 LM0020.an estimated accuracy of +/- 6 seconds.
 LM0020
 LM0020.The orthometric height was determined by differential leveling
 LM0020.and adjusted by the National Geodetic Survey in June 1991..
 LM0020
 LM0020.The geoid height was determined by GEOID03.
 LM0020
 LM0020.The dynamic height is computed by dividing the NAVD 88
 LM0020.geopotential number by the normal gravity value computed on the
 LM0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0020.degrees latitude (g = 980.6199 gals.).
 LM0020
 LM0020.The modeled gravity was interpolated from observed gravity values.
 LM0020
 LM0020;                    North         East    Units  Estimated Accuracy
 LM0020;SPC CO N     -   475,570.      844,550.      MT  (+/- 180 meters Scaled)
 LM0020
 LM0020                          SUPERSEDED SURVEY CONTROL
 LM0020
 LM0020  NGVD 29 (??/??/92) 2403.734  (m)         7886.25   (f) ADJ UNCH    1 2
 LM0020
 LM0020.Superseded values are not recommended for survey control.
 LM0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0020.See file dsdata.txt to determine how the superseded data were derived.
 LM0020
 LM0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF880249(NAD 83)
 LM0020_MARKER: DB = BENCH MARK DISK
 LM0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0020_STAMPING: K 43 1934
 LM0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0020+STABILITY: SURFACE MOTION
 LM0020
 LM0020  HISTORY     - Date     Condition        Report By
 LM0020  HISTORY     - 1934     MONUMENTED       CGS
 LM0020  HISTORY     - 1956     GOOD             NGS
 LM0020
 LM0020                          STATION DESCRIPTION
 LM0020
 LM0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LM0020'8.3 MI S FROM KINGS CANYON.
 LM0020'8.3 MILES SOUTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 LM0020'RAILROAD FROM THE STATION SIGN AT KINGS CANYON, 0.5 MILE WEST OF THE
 LM0020'CROSSING OF COUNTY ROAD 6, 40.3 FEET EAST OF THE EAST RAIL, 45.5 FEET
 LM0020'SOUTH OF THE 1ST POLE SOUTH OF MILEPOST 82, 2 FEET WEST OF A WITNESS
 LM0020'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 LM0020'THE GROUND, IN SECTION 1, TOWNSHIP 10 NORTH, RANGE 80 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0961 ***********************************************************************
 JK0961  DESIGNATION -  K 430
 JK0961  PID         -  JK0961
 JK0961  STATE/COUNTY-  CO/FREMONT
 JK0961  USGS QUAD   -  PIERCE GULCH (1994)
 JK0961
 JK0961                         *CURRENT SURVEY CONTROL
 JK0961  ___________________________________________________________________
 JK0961* NAD 83(1986)-  38 24 19.     (N)    104 59 27.     (W)     SCALED    
 JK0961* NAVD 88     -      1595.804  (meters)    5235.57   (feet)  ADJUSTED  
 JK0961  ___________________________________________________________________
 JK0961  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 JK0961  DYNAMIC HT  -        1594.101 (meters)    5229.98  (feet)  COMP
 JK0961  MODELED GRAV-     979,505.5   (mgal)                       NAVD 88
 JK0961
 JK0961  VERT ORDER  -  FIRST     CLASS II
 JK0961
 JK0961.The horizontal coordinates were scaled from a topographic map and have
 JK0961.an estimated accuracy of +/- 6 seconds.
 JK0961
 JK0961.The orthometric height was determined by differential leveling
 JK0961.and adjusted by the National Geodetic Survey in June 1991..
 JK0961
 JK0961.The geoid height was determined by GEOID03.
 JK0961
 JK0961.The dynamic height is computed by dividing the NAVD 88
 JK0961.geopotential number by the normal gravity value computed on the
 JK0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0961.degrees latitude (g = 980.6199 gals.).
 JK0961
 JK0961.The modeled gravity was interpolated from observed gravity values.
 JK0961
 JK0961;                    North         East    Units  Estimated Accuracy
 JK0961;SPC CO C     -   368,420.      958,880.      MT  (+/- 180 meters Scaled)
 JK0961
 JK0961                          SUPERSEDED SURVEY CONTROL
 JK0961
 JK0961.No superseded survey control is available for this station.
 JK0961
 JK0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC008507(NAD 83)
 JK0961_MARKER: I = METAL ROD
 JK0961_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JK0961+WITH SETTING: INFORMATION.
 JK0961_SP_SET: SHALLOW-SET METAL ROD
 JK0961_STAMPING: K 430 1984
 JK0961_MARK LOGO: NGS   
 JK0961_PROJECTION: FLUSH
 JK0961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0961_ROD/PIPE-DEPTH: 2.0  meters
 JK0961
 JK0961  HISTORY     - Date     Condition        Report By
 JK0961  HISTORY     - 1984     MONUMENTED       NGS
 JK0961
 JK0961                          STATION DESCRIPTION
 JK0961
 JK0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0961'22.4 KM (13.9 MI) EAST FROM CANON CITY.
 JK0961'22.4 KM (13.9 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JK0961'WITH STATE HIGHWAY 115 IN CANON CITY, 4.7 KM (2.9 MI) EAST OF THE
 JK0961'INTERSECTION OF STATE HIGHWAY 115 IN PENROSE, 21.6 M (70.9 FT) SOUTH
 JK0961'OF THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 18.3 M
 JK0961'(60.0 FT) EAST OF THE CENTERLINE OF M STREET, AND 0.3 M (1.0 FT)
 JK0961'NORTH OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 JK0961'5-INCH LOGO CAP.
 JK0961'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 JK0961'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0942 ***********************************************************************
 JK0942  DESIGNATION -  K 431
 JK0942  PID         -  JK0942
 JK0942  STATE/COUNTY-  CO/FREMONT
 JK0942  USGS QUAD   -  ROYAL GORGE (1994)
 JK0942
 JK0942                         *CURRENT SURVEY CONTROL
 JK0942  ___________________________________________________________________
 JK0942* NAD 83(1986)-  38 29 30.     (N)    105 21 50.     (W)     SCALED    
 JK0942* NAVD 88     -      1813.335  (meters)    5949.25   (feet)  ADJUSTED  
 JK0942  ___________________________________________________________________
 JK0942  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 JK0942  DYNAMIC HT  -        1811.313 (meters)    5942.62  (feet)  COMP
 JK0942  MODELED GRAV-     979,449.5   (mgal)                       NAVD 88
 JK0942
 JK0942  VERT ORDER  -  FIRST     CLASS II
 JK0942
 JK0942.The horizontal coordinates were scaled from a topographic map and have
 JK0942.an estimated accuracy of +/- 6 seconds.
 JK0942
 JK0942.The orthometric height was determined by differential leveling
 JK0942.and adjusted by the National Geodetic Survey in June 1991..
 JK0942
 JK0942.The geoid height was determined by GEOID03.
 JK0942
 JK0942.The dynamic height is computed by dividing the NAVD 88
 JK0942.geopotential number by the normal gravity value computed on the
 JK0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0942.degrees latitude (g = 980.6199 gals.).
 JK0942
 JK0942.The modeled gravity was interpolated from observed gravity values.
 JK0942
 JK0942;                    North         East    Units  Estimated Accuracy
 JK0942;SPC CO C     -   377,890.      926,280.      MT  (+/- 180 meters Scaled)
 JK0942
 JK0942                          SUPERSEDED SURVEY CONTROL
 JK0942
 JK0942.No superseded survey control is available for this station.
 JK0942
 JK0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC682604(NAD 83)
 JK0942_MARKER: DB = BENCH MARK DISK
 JK0942_SETTING: 66 = SET IN ROCK OUTCROP
 JK0942_SP_SET: ROCK OUTCROP
 JK0942_STAMPING: K 431 1984
 JK0942_MARK LOGO: NGS   
 JK0942_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0942+STABILITY: POSITION/ELEVATION WELL
 JK0942
 JK0942  HISTORY     - Date     Condition        Report By
 JK0942  HISTORY     - 1984     MONUMENTED       NGS
 JK0942
 JK0942                          STATION DESCRIPTION
 JK0942
 JK0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0942'17.3 KM (10.75 MI) WEST FROM CANON CITY.
 JK0942'17.3 KM (10.75 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JK0942'WITH STATE HIGHWAY 115 IN CANON CITY, IN A LARGE EXPOSED AREA OF
 JK0942'BEDROCK IN A HIGHWAY CUT, AT A POWERLINE CROSSING, 1.0 KM (0.6 MI)
 JK0942'NORTHEAST OF THE NORTHEAST END OF A HIGHWAY BRIDGE SPANNING THE
 JK0942'ARKANSAS RIVER, 40.0 M (131.2 FT) NORTH OF THE SOUTH END OF THE CUT,
 JK0942'25.0 M (82.0 FT) SOUTH OF THE NORTH END OF THE CUT, AND 10.1 M (33.1
 JK0942'FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF THE HIGHWAY.
 JK0942'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JK0942'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0683 ***********************************************************************
 JJ0683  DESIGNATION -  K 432
 JJ0683  PID         -  JJ0683
 JJ0683  STATE/COUNTY-  CO/OTERO
 JJ0683  USGS QUAD   -  HADLEY (1953)
 JJ0683
 JJ0683                         *CURRENT SURVEY CONTROL
 JJ0683  ___________________________________________________________________
 JJ0683* NAD 83(1992)-  38 00 14.71632(N)    103 28 00.95513(W)     ADJUSTED  
 JJ0683* NAVD 88     -      1240.044  (meters)    4068.38   (feet)  ADJUSTED  
 JJ0683  ___________________________________________________________________
 JJ0683  X           -  -1,172,131.340 (meters)                     COMP
 JJ0683  Y           -  -4,894,721.733 (meters)                     COMP
 JJ0683  Z           -   3,906,551.411 (meters)                     COMP
 JJ0683  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 JJ0683  ELLIP HEIGHT-        1217.93  (meters)          (10/21/02) GPS OBS
 JJ0683  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 JJ0683  DYNAMIC HT  -        1238.806 (meters)    4064.32  (feet)  COMP
 JJ0683  MODELED GRAV-     979,588.2   (mgal)                       NAVD 88
 JJ0683
 JJ0683  HORZ ORDER  -  FIRST
 JJ0683  VERT ORDER  -  FIRST     CLASS II
 JJ0683  ELLP ORDER  -  FIFTH     CLASS I
 JJ0683
 JJ0683.The horizontal coordinates were established by GPS observations
 JJ0683.and adjusted by the National Geodetic Survey in June 2000..
 JJ0683
 JJ0683.The orthometric height was determined by differential leveling
 JJ0683.and adjusted by the National Geodetic Survey in June 1991..
 JJ0683
 JJ0683.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JJ0683
 JJ0683.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0683
 JJ0683.The ellipsoidal height was determined by GPS observations
 JJ0683.and is referenced to NAD 83.
 JJ0683
 JJ0683.The geoid height was determined by GEOID03.
 JJ0683
 JJ0683.The dynamic height is computed by dividing the NAVD 88
 JJ0683.geopotential number by the normal gravity value computed on the
 JJ0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0683.degrees latitude (g = 980.6199 gals.).
 JJ0683
 JJ0683.The modeled gravity was interpolated from observed gravity values.
 JJ0683
 JJ0683;                    North         East     Units Scale Factor Converg.
 JJ0683;SPC CO S     -   455,176.710 1,092,938.220   MT  0.99994978   +1 14 49.3
 JJ0683;SPC CO S     - 1,493,358.92  3,585,748.14   sFT  0.99994978   +1 14 49.3
 JJ0683;UTM  13      - 4,207,377.446   634,595.727   MT  0.99982312   +0 56 38.7
 JJ0683
 JJ0683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0683!SPC CO S     -   0.99980893  x   0.99994978  =   0.99975872
 JJ0683!UTM  13      -   0.99980893  x   0.99982312  =   0.99963208
 JJ0683
 JJ0683                          SUPERSEDED SURVEY CONTROL
 JJ0683
 JJ0683  ELLIP H (06/30/00) 1217.93   (m)                       GP(       ) 1 1
 JJ0683  ELLIP H (12/21/93) 1218.02   (m)                       GP(       ) 4 1
 JJ0683  NAD 83(1992)-  38 00 14.72444(N)    103 28 00.96820(W) AD(       ) 1
 JJ0683  ELLIP H (01/07/93) 1218.02   (m)                       GP(       ) 4 2
 JJ0683  NAD 83(1986)-  38 00 14.70450(N)    103 28 00.95877(W) AD(       ) 1
 JJ0683  NAD 27      -  38 00 14.66868(N)    103 27 59.17144(W) AD(       ) 1
 JJ0683  NAVD 88 (06/30/00) 1240.04   (m)         4068.4    (f) LEVELING    3  
 JJ0683  NGVD 29 (11/20/87) 1239.45   (m)         4066.4    (f) LEVELING    3  
 JJ0683
 JJ0683.Superseded values are not recommended for survey control.
 JJ0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0683.See file dsdata.txt to determine how the superseded data were derived.
 JJ0683
 JJ0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC3459607377(NAD 83)
 JJ0683_MARKER: I = METAL ROD
 JJ0683_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JJ0683+WITH SETTING: INFORMATION.
 JJ0683_SP_SET: SHALLOW-SET METAL ROD
 JJ0683_STAMPING: K 432 1985
 JJ0683_MARK LOGO: NGS   
 JJ0683_PROJECTION: FLUSH
 JJ0683_MAGNETIC: N = NO MAGNETIC MATERIAL
 JJ0683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0683+SATELLITE: SATELLITE OBSERVATIONS - December 14, 1999
 JJ0683_ROD/PIPE-DEPTH: 1.80 meters
 JJ0683
 JJ0683  HISTORY     - Date     Condition        Report By
 JJ0683  HISTORY     - 1985     MONUMENTED       NGS
 JJ0683  HISTORY     - 19860528 GOOD
 JJ0683  HISTORY     - 19990422 GOOD             NGS
 JJ0683  HISTORY     - 19990526 GOOD             MSAM
 JJ0683  HISTORY     - 19991214 GOOD             CODOT
 JJ0683
 JJ0683                          STATION DESCRIPTION
 JJ0683
 JJ0683'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JJ0683'7.3 KM (4.55 MI) EAST FROM LA JUNTA.
 JJ0683'7.3 KM (4.55 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE SANTA FE
 JJ0683'RAILROAD STATION IN LA JUNTA, 62.2 M (204.1 FT) NORTHWEST OF THE
 JJ0683'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 17.8 M (58.4 FT)
 JJ0683'NORTHEAST OF THE CENTER OF A DIRT ROAD LEADING NORTH TO CASSA, AND 0.3
 JJ0683'M (1.0 FT) SOUTHWEST OF A FENCE CORNER.  NOTE--ACCESS TO THE DATUM
 JJ0683'POINT IS THROUGH A 5-INCH LOGO CAP.
 JJ0683'THE MARK IS 0.3 METERS  ENE FROM  A WITNESS POST
 JJ0683'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 JJ0683
 JJ0683                          STATION RECOVERY (1986)
 JJ0683
 JJ0683'RECOVERED 1986
 JJ0683'RECOVERED IN GOOD CONDITION.
 JJ0683
 JJ0683                          STATION RECOVERY (1999)
 JJ0683
 JJ0683'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 JJ0683'RECOVERED AS DESCRIBED.
 JJ0683
 JJ0683                          STATION RECOVERY (1999)
 JJ0683
 JJ0683'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (DS)
 JJ0683'RECOVERED IN GOOD CONDITION.
 JJ0683
 JJ0683                          STATION RECOVERY (1999)
 JJ0683
 JJ0683'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1999
 JJ0683'DESCRIBED BY NGS 1999 (RSC)
 JJ0683'THE STATION IS LOCATED ABOUT 14.85 MI (23.90 KM) SOUTHWEST FROM LAS
 JJ0683'ANIMAS,
 JJ0683'4.55 MI (7.32 KM) EAST FROM LA JUNTA AND 0.5 MI (0.8 KM) SOUTHEAST
 JJ0683'FROM CASA, IN
 JJ0683'THE SOUTHWEST 1/4 OF SECTION 33, T 23 S, R 54 W, AT U.S.  HIGHWAY 50
 JJ0683'MILEPOST
 JJ0683'384.15.  OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION RIGHT-OF-WAY
 JJ0683' 
 JJ0683'TO REACH THE STATION FROM U.  S.  HIGHWAY 50 AND COLORADO AVENUE
 JJ0683'(STATE
 JJ0683'HIGHWAY 109) IN THE CITY OF LA JUNTA, GO EAST ON U.  S.  HIGHWAY 50
 JJ0683'FOR 4.55 MI
 JJ0683'(7.32 KM) TO THE STATION ON THE LEFT AT A SIDE ROAD LEFT TO CASA,
 JJ0683'COUNTY
 JJ0683'ROAD 33
 JJ0683' 
 JJ0683'THE MARK IS A PUNCH MARK, TOP CENTER ON A 1.8 M (5.9 FT) LONG
 JJ0683'STAINLESS
 JJ0683'STEEL ROD DRIVEN TO REFUSAL, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO
 JJ0683'LID,
 JJ0683'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 62.2
 JJ0683'M(204.1
 JJ0683'FT) NORTHWEST FROM THE CENTER LINE OF THE WESTBOUND LANES OF U.  S.
 JJ0683'HIGHWAY 50, 17.8 M (58.4 FT) NORTHEAST FROM THE CENTER OF THE DIRT
 JJ0683'ROAD TO
 JJ0683'CASA COUNTY ROAD 33, 0.3 M (1.0 FT) EAST-NORTHEAST FROM A WITNESS POST
 JJ0683'AND ABOUT 1.5 M(4.9 FT) BELOW THE HIGHWAY.
 JJ0683' 
 JJ0683'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0702 ***********************************************************************
 JJ0702  DESIGNATION -  K 433
 JJ0702  PID         -  JJ0702
 JJ0702  STATE/COUNTY-  CO/PROWERS
 JJ0702  USGS QUAD   -  LAMAR EAST (1979)
 JJ0702
 JJ0702                         *CURRENT SURVEY CONTROL
 JJ0702  ___________________________________________________________________
 JJ0702* NAD 83(1986)-  38 03 09.     (N)    102 36 31.     (W)     SCALED    
 JJ0702* NAVD 88     -      1124.135  (meters)    3688.10   (feet)  ADJUSTED  
 JJ0702  ___________________________________________________________________
 JJ0702  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 JJ0702  DYNAMIC HT  -        1123.056 (meters)    3684.56  (feet)  COMP
 JJ0702  MODELED GRAV-     979,631.3   (mgal)                       NAVD 88
 JJ0702
 JJ0702  VERT ORDER  -  FIRST     CLASS II
 JJ0702
 JJ0702.The horizontal coordinates were scaled from a topographic map and have
 JJ0702.an estimated accuracy of +/- 6 seconds.
 JJ0702
 JJ0702.The orthometric height was determined by differential leveling
 JJ0702.and adjusted by the National Geodetic Survey in June 1991..
 JJ0702
 JJ0702.The geoid height was determined by GEOID03.
 JJ0702
 JJ0702.The dynamic height is computed by dividing the NAVD 88
 JJ0702.geopotential number by the normal gravity value computed on the
 JJ0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0702.degrees latitude (g = 980.6199 gals.).
 JJ0702
 JJ0702.The modeled gravity was interpolated from observed gravity values.
 JJ0702
 JJ0702;                    North         East    Units  Estimated Accuracy
 JJ0702;SPC CO S     -   462,530.    1,168,130.      MT  (+/- 180 meters Scaled)
 JJ0702
 JJ0702                          SUPERSEDED SURVEY CONTROL
 JJ0702
 JJ0702.No superseded survey control is available for this station.
 JJ0702
 JJ0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC098143(NAD 83)
 JJ0702_MARKER: I = METAL ROD
 JJ0702_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JJ0702+WITH SETTING: INFORMATION.
 JJ0702_SP_SET: SHALLOW-SET METAL ROD
 JJ0702_STAMPING: K 433 1985
 JJ0702_MARK LOGO: NGS   
 JJ0702_PROJECTION: FLUSH
 JJ0702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0702_ROD/PIPE-DEPTH: 2.1  meters
 JJ0702
 JJ0702  HISTORY     - Date     Condition        Report By
 JJ0702  HISTORY     - 1985     MONUMENTED       NGS
 JJ0702
 JJ0702                          STATION DESCRIPTION
 JJ0702
 JJ0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JJ0702'IN LAMAR.
 JJ0702'IN LAMAR, AT THE INTERSECTION OF MEMORIAL DRIVE AND SWALLOW RIDGE
 JJ0702'ROAD, AT THE NORTHWEST CORNER OF THE FAIRMOUNT CEMENTERY, 64.6 M
 JJ0702'(211.9 FT) SOUTH OF THE CENTER OF THE ROAD, 12.4 M (40.7 FT) EAST OF
 JJ0702'THE CENTERLINE OF THE DRIVE, 1.4 M (4.6 FT) WEST-NORTHWEST OF THE
 JJ0702'NORTHWEST CORNER OF A FENCE AROUND THE CEMENTERY, 1.4 M (4.6 FT) WEST
 JJ0702'OF A FENCE, AND 0.5 M (1.6 FT) EAST OF UTILITY POLE NUMBER 33 B.
 JJ0702'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JJ0702'THE MARK IS 0.3 M BELOW THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0880 ***********************************************************************
 JK0880  DESIGNATION -  K 434
 JK0880  PID         -  JK0880
 JK0880  STATE/COUNTY-  CO/PUEBLO
 JK0880  USGS QUAD   -  NEPESTA (1960)
 JK0880
 JK0880                         *CURRENT SURVEY CONTROL
 JK0880  ___________________________________________________________________
 JK0880* NAD 83(1986)-  38 11 08.     (N)    104 08 39.     (W)     SCALED    
 JK0880* NAVD 88     -      1337.634  (meters)    4388.55   (feet)  ADJUSTED  
 JK0880  ___________________________________________________________________
 JK0880  GEOID HEIGHT-         -20.60  (meters)                     GEOID03
 JK0880  DYNAMIC HT  -        1336.275 (meters)    4384.10  (feet)  COMP
 JK0880  MODELED GRAV-     979,567.0   (mgal)                       NAVD 88
 JK0880
 JK0880  VERT ORDER  -  FIRST     CLASS II
 JK0880
 JK0880.The horizontal coordinates were scaled from a topographic map and have
 JK0880.an estimated accuracy of +/- 6 seconds.
 JK0880
 JK0880.The orthometric height was determined by differential leveling
 JK0880.and adjusted by the National Geodetic Survey in June 1991..
 JK0880
 JK0880.The geoid height was determined by GEOID03.
 JK0880
 JK0880.The dynamic height is computed by dividing the NAVD 88
 JK0880.geopotential number by the normal gravity value computed on the
 JK0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0880.degrees latitude (g = 980.6199 gals.).
 JK0880
 JK0880.The modeled gravity was interpolated from observed gravity values.
 JK0880
 JK0880;                    North         East    Units  Estimated Accuracy
 JK0880;SPC CO S     -   474,240.    1,033,180.      MT  (+/- 180 meters Scaled)
 JK0880
 JK0880                          SUPERSEDED SURVEY CONTROL
 JK0880
 JK0880.No superseded survey control is available for this station.
 JK0880
 JK0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC749267(NAD 83)
 JK0880_MARKER: I = METAL ROD
 JK0880_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK0880_SP_SET: STAINLESS STEEL ROD
 JK0880_STAMPING: K 434 1985
 JK0880_MARK LOGO: NGS   
 JK0880_PROJECTION: FLUSH
 JK0880_MAGNETIC: I = MARKER IS A STEEL ROD
 JK0880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0880+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1998
 JK0880_ROD/PIPE-DEPTH: 14.9 meters
 JK0880
 JK0880  HISTORY     - Date     Condition        Report By
 JK0880  HISTORY     - 1985     MONUMENTED       NGS
 JK0880  HISTORY     - 19980306 GOOD             CODOT
 JK0880
 JK0880                          STATION DESCRIPTION
 JK0880
 JK0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JK0880'39.7 KM (24.65 MI) WEST FROM ROCKY FORD.
 JK0880'39.7 KM (24.65 MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 JK0880'STATION IN ROCKY FORD, 52.7 M (172.9 FT) NORTH-NORTHEAST OF THE EAST
 JK0880'CORNER OF A WOODEN BRIDGE, 45.7 M (149.9 FT) NORTHEAST OF THE NEAR
 JK0880'RAIL, 10.7 M (35.1 FT) WEST OF THE CENTER OF A GRAVELED ROAD, 3.6 M
 JK0880'(11.8 FT) NORTH-NORTHWEST OF A FENCE CORNER, AND 2.2 M (7.2 FT) NORTH
 JK0880'OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 JK0880'5-INCH LOGO CAP.
 JK0880'THE MARK IS 0.3 METERS  ESE FROM  A WITNESS POST AND FENCE
 JK0880'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 JK0880
 JK0880                          STATION RECOVERY (1998)
 JK0880
 JK0880'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (PGG)
 JK0880'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0232 ***********************************************************************
 HJ0232  DESIGNATION -  K 435
 HJ0232  PID         -  HJ0232
 HJ0232  STATE/COUNTY-  CO/BACA
 HJ0232  USGS QUAD   -  CAMPO NE (1978)
 HJ0232
 HJ0232                         *CURRENT SURVEY CONTROL
 HJ0232  ___________________________________________________________________
 HJ0232* NAD 83(1992)-  37 14 10.29308(N)    102 36 54.61168(W)     ADJUSTED  
 HJ0232* NAVD 88     -      1346.820  (meters)    4418.69   (feet)  ADJUSTED  
 HJ0232  ___________________________________________________________________
 HJ0232  X           -  -1,110,622.190 (meters)                     COMP
 HJ0232  Y           -  -4,962,466.014 (meters)                     COMP
 HJ0232  Z           -   3,839,095.834 (meters)                     COMP
 HJ0232  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 HJ0232  ELLIP HEIGHT-        1323.62  (meters)          (12/03/02) GPS OBS
 HJ0232  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 HJ0232  DYNAMIC HT  -        1345.372 (meters)    4413.94  (feet)  COMP
 HJ0232  MODELED GRAV-     979,508.3   (mgal)                       NAVD 88
 HJ0232
 HJ0232  HORZ ORDER  -  FIRST
 HJ0232  VERT ORDER  -  FIRST     CLASS II
 HJ0232  ELLP ORDER  -  FOURTH    CLASS II
 HJ0232
 HJ0232.The horizontal coordinates were established by GPS observations
 HJ0232.and adjusted by the National Geodetic Survey in August 1994..
 HJ0232
 HJ0232.The orthometric height was determined by differential leveling
 HJ0232.and adjusted by the National Geodetic Survey in June 1991..
 HJ0232
 HJ0232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HJ0232
 HJ0232.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0232
 HJ0232.The ellipsoidal height was determined by GPS observations
 HJ0232.and is referenced to NAD 83.
 HJ0232
 HJ0232.The geoid height was determined by GEOID03.
 HJ0232
 HJ0232.The dynamic height is computed by dividing the NAVD 88
 HJ0232.geopotential number by the normal gravity value computed on the
 HJ0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0232.degrees latitude (g = 980.6199 gals.).
 HJ0232
 HJ0232.The modeled gravity was interpolated from observed gravity values.
 HJ0232
 HJ0232;                    North         East     Units Scale Factor Converg.
 HJ0232;SPC CO S     -   371,961.541 1,170,348.109   MT  0.99999948   +1 46 10.2
 HJ0232;SPC CO S     - 1,220,343.82  3,839,717.09   sFT  0.99999948   +1 46 10.2
 HJ0232;UTM  13      - 4,123,739.468   711,551.166   MT  1.00015133   +1 26 37.0
 HJ0232
 HJ0232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0232!SPC CO S     -   0.99979233  x   0.99999948  =   0.99979181
 HJ0232!UTM  13      -   0.99979233  x   1.00015133  =   0.99994363
 HJ0232
 HJ0232                          SUPERSEDED SURVEY CONTROL
 HJ0232
 HJ0232  ELLIP H (08/11/94) 1323.64   (m)                       GP(       ) 3 2
 HJ0232
 HJ0232.Superseded values are not recommended for survey control.
 HJ0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0232.See file dsdata.txt to determine how the superseded data were derived.
 HJ0232
 HJ0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB1155123739(NAD 83)
 HJ0232_MARKER: I = METAL ROD
 HJ0232_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HJ0232_SP_SET: STAINLESS STEEL ROD
 HJ0232_STAMPING: K 435 1985
 HJ0232_MARK LOGO: NGS   
 HJ0232_PROJECTION: FLUSH
 HJ0232_MAGNETIC: N = NO MAGNETIC MATERIAL
 HJ0232_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HJ0232+STABILITY: POSITION/ELEVATION WELL
 HJ0232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HJ0232+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1994
 HJ0232_ROD/PIPE-DEPTH: 13.4 meters
 HJ0232
 HJ0232  HISTORY     - Date     Condition        Report By
 HJ0232  HISTORY     - 1985     MONUMENTED       NGS
 HJ0232  HISTORY     - 19931207 GOOD
 HJ0232  HISTORY     - 19940207 GOOD             CODOT
 HJ0232
 HJ0232                          STATION DESCRIPTION
 HJ0232
 HJ0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HJ0232'18.9 KM (11.75 MI) SOUT FROM SPRINGFIELD.
 HJ0232'18.9 KM (11.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE
 HJ0232'COURTHOUSE IN SPRINGFIELD, 35.1 M (115.0 FT) NORTHWEST OF A FENCE
 HJ0232'CORNER, 34.1 M (111.9 FT) NORTH OF THE CENTER OF COUNTY ROAD T, 23.2 M
 HJ0232'(76.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 12.2 M (40.0 FT)
 HJ0232'SOUTHEAST OF A FENCE CORNER. NOTE--ACCESS TO DATUM POINT IS HAD
 HJ0232'THROUGH A 5-INCH LOGO CAP.
 HJ0232'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 HJ0232'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 HJ0232
 HJ0232                          STATION RECOVERY (1993)
 HJ0232
 HJ0232'RECOVERED 1993
 HJ0232'RECOVERED IN GOOD CONDITION.
 HJ0232
 HJ0232                          STATION RECOVERY (1994)
 HJ0232
 HJ0232'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1994
 HJ0232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0264 ***********************************************************************
 HJ0264  DESIGNATION -  K 436
 HJ0264  PID         -  HJ0264
 HJ0264  STATE/COUNTY-  CO/PROWERS
 HJ0264  USGS QUAD   -  GOBBLERS KNOB (1968)
 HJ0264
 HJ0264                         *CURRENT SURVEY CONTROL
 HJ0264  ___________________________________________________________________
 HJ0264* NAD 83(1986)-  37 46 02.     (N)    102 36 25.     (W)     SCALED    
 HJ0264* NAVD 88     -      1292.187  (meters)    4239.45   (feet)  ADJUSTED  
 HJ0264  ___________________________________________________________________
 HJ0264  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 HJ0264  DYNAMIC HT  -        1290.888 (meters)    4235.19  (feet)  COMP
 HJ0264  MODELED GRAV-     979,579.4   (mgal)                       NAVD 88
 HJ0264
 HJ0264  VERT ORDER  -  FIRST     CLASS II
 HJ0264
 HJ0264.The horizontal coordinates were scaled from a topographic map and have
 HJ0264.an estimated accuracy of +/- 6 seconds.
 HJ0264
 HJ0264.The orthometric height was determined by differential leveling
 HJ0264.and adjusted by the National Geodetic Survey in June 1991..
 HJ0264
 HJ0264.The geoid height was determined by GEOID03.
 HJ0264
 HJ0264.The dynamic height is computed by dividing the NAVD 88
 HJ0264.geopotential number by the normal gravity value computed on the
 HJ0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0264.degrees latitude (g = 980.6199 gals.).
 HJ0264
 HJ0264.The modeled gravity was interpolated from observed gravity values.
 HJ0264
 HJ0264;                    North         East    Units  Estimated Accuracy
 HJ0264;SPC CO S     -   430,890.    1,169,250.      MT  (+/- 180 meters Scaled)
 HJ0264
 HJ0264                          SUPERSEDED SURVEY CONTROL
 HJ0264
 HJ0264.No superseded survey control is available for this station.
 HJ0264
 HJ0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB107826(NAD 83)
 HJ0264_MARKER: DB = BENCH MARK DISK
 HJ0264_SETTING: 66 = SET IN ROCK OUTCROP
 HJ0264_SP_SET: ROCK OUTCROP
 HJ0264_STAMPING: K 436 1985
 HJ0264_MARK LOGO: NGS   
 HJ0264_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HJ0264+STABILITY: POSITION/ELEVATION WELL
 HJ0264
 HJ0264  HISTORY     - Date     Condition        Report By
 HJ0264  HISTORY     - 1985     MONUMENTED       NGS
 HJ0264
 HJ0264                          STATION DESCRIPTION
 HJ0264
 HJ0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HJ0264'35.9 KM (22.3 MI) SOUTH FROM LAMAR.
 HJ0264'35.9 KM (22.3 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 HJ0264'IN LAMAR, 0.8 KM (0.5 MI) SOUTH OF MILEPOST 56, 0.8 KM (0.5 MI) NORTH
 HJ0264'OF MILEPOST 55, IN THE CENTER OF A 9 BY 15 FOOT EXPOSED AREA OF
 HJ0264'OUTCROPPING BECROCK, 57.3 M (188.0 FT) SOUTH OF THE SOUTH END OF A
 HJ0264'GUARD RAIL, 24.1 M (79.1 FT) EAST OF A FENCE, AND 22.3 M (73.2 FT)
 HJ0264'WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY.
 HJ0264'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 HJ0264'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0410 ***********************************************************************
 HL0410  DESIGNATION -  K 437
 HL0410  PID         -  HL0410
 HL0410  STATE/COUNTY-  CO/SAN JUAN
 HL0410  USGS QUAD   -  SNOWDON PEAK (1972)
 HL0410
 HL0410                         *CURRENT SURVEY CONTROL
 HL0410  ___________________________________________________________________
 HL0410* NAD 83(1986)-  37 43 44.     (N)    107 43 47.     (W)     SCALED    
 HL0410* NAVD 88     -      3133.685  (meters)   10281.10   (feet)  ADJUSTED  
 HL0410  ___________________________________________________________________
 HL0410  GEOID HEIGHT-         -15.69  (meters)                     GEOID03
 HL0410  DYNAMIC HT  -        3129.081 (meters)   10265.99  (feet)  COMP
 HL0410  MODELED GRAV-     979,046.5   (mgal)                       NAVD 88
 HL0410
 HL0410  VERT ORDER  -  FIRST     CLASS II
 HL0410
 HL0410.The horizontal coordinates were scaled from a topographic map and have
 HL0410.an estimated accuracy of +/- 6 seconds.
 HL0410
 HL0410.The orthometric height was determined by differential leveling
 HL0410.and adjusted by the National Geodetic Survey in June 1991..
 HL0410
 HL0410.The geoid height was determined by GEOID03.
 HL0410
 HL0410.The dynamic height is computed by dividing the NAVD 88
 HL0410.geopotential number by the normal gravity value computed on the
 HL0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0410.degrees latitude (g = 980.6199 gals.).
 HL0410
 HL0410.The modeled gravity was interpolated from observed gravity values.
 HL0410
 HL0410;                    North         East    Units  Estimated Accuracy
 HL0410;SPC CO S     -   425,040.      717,870.      MT  (+/- 180 meters Scaled)
 HL0410
 HL0410                          SUPERSEDED SURVEY CONTROL
 HL0410
 HL0410.No superseded survey control is available for this station.
 HL0410
 HL0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB594792(NAD 83)
 HL0410_MARKER: DB = BENCH MARK DISK
 HL0410_SETTING: 66 = SET IN ROCK OUTCROP
 HL0410_SP_SET: ROCK OUTCROP
 HL0410_STAMPING: K 437 1985
 HL0410_MARK LOGO: NGS   
 HL0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0410
 HL0410  HISTORY     - Date     Condition        Report By
 HL0410  HISTORY     - 1985     MONUMENTED       NGS
 HL0410  HISTORY     - 19910708 GOOD             USPSQD
 HL0410
 HL0410                          STATION DESCRIPTION
 HL0410
 HL0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0410'13.8 KM (8.6 MI) SOUTH FROM SILVERTON.
 HL0410'13.8 KM (8.6 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 HL0410'WITH STATE HIGHWAY 110 IN SILVERTON, IN AN EXPOSED AREA OF BEDROCK IN
 HL0410'A HIGHWAY CUT, 3.4 KM (2.1 MI) SOUTH OF THE SUMMIT OF MOLAS PASS, 23.4
 HL0410'M (76.8 FT) NORTHEAST OF THE SOUTHWEST END OF THE HIGHWAY CUT, AND 6.7
 HL0410'M (22.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 HL0410'THE MARK IS 0.2 METERS  NE FROM  A WITNESS POST
 HL0410'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 HL0410
 HL0410                          STATION RECOVERY (1991)
 HL0410
 HL0410'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0410'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0367 ***********************************************************************
 HL0367  DESIGNATION -  K 438
 HL0367  PID         -  HL0367
 HL0367  STATE/COUNTY-  CO/LA PLATA
 HL0367  USGS QUAD   -  HERMOSA (1963)
 HL0367
 HL0367                         *CURRENT SURVEY CONTROL
 HL0367  ___________________________________________________________________
 HL0367* NAD 83(1986)-  37 23 05.     (N)    107 50 59.     (W)     SCALED    
 HL0367* NAVD 88     -      2003.030  (meters)    6571.61   (feet)  ADJUSTED  
 HL0367  ___________________________________________________________________
 HL0367  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 HL0367  DYNAMIC HT  -        2000.448 (meters)    6563.14  (feet)  COMP
 HL0367  MODELED GRAV-     979,270.7   (mgal)                       NAVD 88
 HL0367
 HL0367  VERT ORDER  -  FIRST     CLASS II
 HL0367
 HL0367.The horizontal coordinates were scaled from a topographic map and have
 HL0367.an estimated accuracy of +/- 6 seconds.
 HL0367
 HL0367.The orthometric height was determined by differential leveling
 HL0367.and adjusted by the National Geodetic Survey in June 1991..
 HL0367
 HL0367.The geoid height was determined by GEOID03.
 HL0367
 HL0367.The dynamic height is computed by dividing the NAVD 88
 HL0367.geopotential number by the normal gravity value computed on the
 HL0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0367.degrees latitude (g = 980.6199 gals.).
 HL0367
 HL0367.The modeled gravity was interpolated from observed gravity values.
 HL0367
 HL0367;                    North         East    Units  Estimated Accuracy
 HL0367;SPC CO S     -   387,110.      706,340.      MT  (+/- 180 meters Scaled)
 HL0367
 HL0367                          SUPERSEDED SURVEY CONTROL
 HL0367
 HL0367.No superseded survey control is available for this station.
 HL0367
 HL0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB476413(NAD 83)
 HL0367_MARKER: I = METAL ROD
 HL0367_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HL0367_SP_SET: STAINLESS STEEL ROD
 HL0367_STAMPING: K 438 1985
 HL0367_MARK LOGO: NGS   
 HL0367_PROJECTION: FLUSH
 HL0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0367_ROD/PIPE-DEPTH: 36.5 meters
 HL0367
 HL0367  HISTORY     - Date     Condition        Report By
 HL0367  HISTORY     - 1985     MONUMENTED       NGS
 HL0367
 HL0367                          STATION DESCRIPTION
 HL0367
 HL0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0367'9.3 KM (5.8 MI) NORTH FROM DURANGO.
 HL0367'9.3 KM (5.8 MI) NORTHERLY ALONG U.S. HIGHWAY 550 FROM THE DURANGO
 HL0367'COMMUNITY HOSPITAL IN DURANGO, 31.3 M (102.1 FT) NORTHWEST OF THE
 HL0367'CENTERLINE OF THE HIGHWAY, AND 12.3 M (40.4 FT) SOUTHWEST OF THE
 HL0367'CENTER OF A GRAVELED DRIVEWAY LEADING NORTHWEST INTO THE NORTH PARK
 HL0367'TRAILER PARK.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 HL0367'LOGO CAP.
 HL0367'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 HL0367'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0428 ***********************************************************************
 HL0428  DESIGNATION -  K 439
 HL0428  PID         -  HL0428
 HL0428  STATE/COUNTY-  CO/SAN JUAN
 HL0428  USGS QUAD   -  SILVERTON (1955)
 HL0428
 HL0428                         *CURRENT SURVEY CONTROL
 HL0428  ___________________________________________________________________
 HL0428* NAD 83(1986)-  37 49 35.     (N)    107 43 16.     (W)     SCALED    
 HL0428* NAVD 88     -      2983.805  (meters)    9789.37   (feet)  ADJUSTED  
 HL0428  ___________________________________________________________________
 HL0428  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 HL0428  DYNAMIC HT  -        2979.464 (meters)    9775.12  (feet)  COMP
 HL0428  MODELED GRAV-     979,066.7   (mgal)                       NAVD 88
 HL0428
 HL0428  VERT ORDER  -  FIRST     CLASS II
 HL0428
 HL0428.The horizontal coordinates were scaled from a topographic map and have
 HL0428.an estimated accuracy of +/- 6 seconds.
 HL0428
 HL0428.The orthometric height was determined by differential leveling
 HL0428.and adjusted by the National Geodetic Survey in June 1991..
 HL0428
 HL0428.The geoid height was determined by GEOID03.
 HL0428
 HL0428.The dynamic height is computed by dividing the NAVD 88
 HL0428.geopotential number by the normal gravity value computed on the
 HL0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0428.degrees latitude (g = 980.6199 gals.).
 HL0428
 HL0428.The modeled gravity was interpolated from observed gravity values.
 HL0428
 HL0428;                    North         East    Units  Estimated Accuracy
 HL0428;SPC CO S     -   435,840.      718,890.      MT  (+/- 180 meters Scaled)
 HL0428
 HL0428                          SUPERSEDED SURVEY CONTROL
 HL0428
 HL0428.No superseded survey control is available for this station.
 HL0428
 HL0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB605900(NAD 83)
 HL0428_MARKER: DB = BENCH MARK DISK
 HL0428_SETTING: 66 = SET IN ROCK OUTCROP
 HL0428_SP_SET: ROCK OUTCROP
 HL0428_STAMPING: K 439 1985
 HL0428_MARK LOGO: NGS   
 HL0428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0428
 HL0428  HISTORY     - Date     Condition        Report By
 HL0428  HISTORY     - 1985     MONUMENTED       NGS
 HL0428  HISTORY     - 19910705 GOOD             USPSQD
 HL0428
 HL0428                          STATION DESCRIPTION
 HL0428
 HL0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0428'5.5 KM (3.4 MI) NORTH FROM SILVERTON.
 HL0428'5.5 KM (3.4 MI) NORTHERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 HL0428'WITH STATE HIGHWAY 110 IN SILVERTON, IN AN EXPOSED AREA OF BEDROCK IN
 HL0428'A HIGHWAY CUT, 0.4 KM (0.25 MI) SOUTH OF MILEPOST 74, AND 7.5 M (24.6
 HL0428'FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 HL0428'THE MARK IS 0.6 METERS  S FROM  A WITNESS POST
 HL0428'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 HL0428
 HL0428                          STATION RECOVERY (1991)
 HL0428
 HL0428'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0428'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0423 ***********************************************************************
 LK0423  DESIGNATION -  K 439
 LK0423  PID         -  LK0423
 LK0423  STATE/COUNTY-  CO/LOGAN
 LK0423  USGS QUAD   -  ILIFF (1951)
 LK0423
 LK0423                         *CURRENT SURVEY CONTROL
 LK0423  ___________________________________________________________________
 LK0423* NAD 83(1986)-  40 46 29.     (N)    103 06 51.     (W)     SCALED    
 LK0423* NAVD 88     -      1189.399  (meters)    3902.22   (feet)  ADJUSTED  
 LK0423  ___________________________________________________________________
 LK0423  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 LK0423  DYNAMIC HT  -        1188.546 (meters)    3899.42  (feet)  COMP
 LK0423  MODELED GRAV-     979,866.4   (mgal)                       NAVD 88
 LK0423
 LK0423  VERT ORDER  -  FIRST     CLASS II
 LK0423
 LK0423.The horizontal coordinates were scaled from a topographic map and have
 LK0423.an estimated accuracy of +/- 6 seconds.
 LK0423
 LK0423.The orthometric height was determined by differential leveling
 LK0423.and adjusted by the National Geodetic Survey in June 1991..
 LK0423
 LK0423.The geoid height was determined by GEOID03.
 LK0423
 LK0423.The dynamic height is computed by dividing the NAVD 88
 LK0423.geopotential number by the normal gravity value computed on the
 LK0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0423.degrees latitude (g = 980.6199 gals.).
 LK0423
 LK0423.The modeled gravity was interpolated from observed gravity values.
 LK0423
 LK0423;                    North         East    Units  Estimated Accuracy
 LK0423;SPC CO N     -   467,550.    1,115,790.      MT  (+/- 180 meters Scaled)
 LK0423
 LK0423                          SUPERSEDED SURVEY CONTROL
 LK0423
 LK0423.No superseded survey control is available for this station.
 LK0423
 LK0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF591154(NAD 83)
 LK0423_MARKER: I = METAL ROD
 LK0423_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0423_SP_SET: STAINLESS STEEL ROD
 LK0423_STAMPING: K 439 1985
 LK0423_MARK LOGO: NGS   
 LK0423_PROJECTION: FLUSH
 LK0423_MAGNETIC: I = MARKER IS A STEEL ROD
 LK0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0423+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1995
 LK0423_ROD/PIPE-DEPTH: 8.2  meters
 LK0423
 LK0423  HISTORY     - Date     Condition        Report By
 LK0423  HISTORY     - 1985     MONUMENTED       NGS
 LK0423  HISTORY     - 19950209 GOOD             MSAM
 LK0423
 LK0423                          STATION DESCRIPTION
 LK0423
 LK0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LK0423'21.1 KM (13.1 MI) SOUTH FROM PEETZ.
 LK0423'0.24 KM (0.15 MI) EAST ALONG MAIN STREET FROM THE POST OFFICE AT
 LK0423'PEETZ, THENCE 20.9 KM (13.0 MI) SOUTH ALONG STATE ROUTE 113, IN THE
 LK0423'SOUTHWEST CORNER OF THE JUNCTION OF ROAD 48, 0.20 KM (0.12 MI) SOUTH
 LK0423'OF MILEPOST 3, 11.3 METERS (37 FT) WEST OF THE HIGHWAY CENTERLINE,
 LK0423'11.0 METERS (36 FT) SOUTH OF THE CENTER OF THE ROAD AND 1.2 METER (4
 LK0423'FT) SOUTH OF A T JUNCTION POWER POLE.  NOTE--ACCESS TO DATUM POINT IS
 LK0423'HAD THROUGH A 5-INCH LOGO CAP.
 LK0423'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LK0423'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 LK0423
 LK0423                          STATION RECOVERY (1995)
 LK0423
 LK0423'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0423'THE MARK WAS RECOVERED IN GOOD CONDITION, BUT IS NOW 8 CM BELOW THE
 LK0423'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0111 ***********************************************************************
 LM0111  DESIGNATION -  K 44
 LM0111  PID         -  LM0111
 LM0111  STATE/COUNTY-  CO/JACKSON
 LM0111  USGS QUAD   -  SPICER PEAK (1956)
 LM0111
 LM0111                         *CURRENT SURVEY CONTROL
 LM0111  ___________________________________________________________________
 LM0111* NAD 83(1986)-  40 26 12.     (N)    106 27 22.     (W)     SCALED    
 LM0111* NAVD 88     -      2546.003  (meters)    8353.01   (feet)  POSTED    
 LM0111  ___________________________________________________________________
 LM0111  GEOID HEIGHT-         -12.10  (meters)                     GEOID03
 LM0111  DYNAMIC HT  -        2543.230 (meters)    8343.91  (feet)  COMP
 LM0111  MODELED GRAV-     979,444.8   (mgal)                       NAVD 88
 LM0111
 LM0111  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LM0111
 LM0111.The horizontal coordinates were scaled from a topographic map and have
 LM0111.an estimated accuracy of +/- 6 seconds.
 LM0111
 LM0111.The orthometric height was determined by differential leveling
 LM0111.and adjusted by the National Geodetic Survey in 1992..
 LM0111.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LM0111.rate of 1.1 thru 2.0 mm/km.
 LM0111
 LM0111.The geoid height was determined by GEOID03.
 LM0111
 LM0111.The dynamic height is computed by dividing the NAVD 88
 LM0111.geopotential number by the normal gravity value computed on the
 LM0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0111.degrees latitude (g = 980.6199 gals.).
 LM0111
 LM0111.The modeled gravity was interpolated from observed gravity values.
 LM0111
 LM0111;                    North         East    Units  Estimated Accuracy
 LM0111;SPC CO N     -   427,740.      833,280.      MT  (+/- 180 meters Scaled)
 LM0111
 LM0111                          SUPERSEDED SURVEY CONTROL
 LM0111
 LM0111  NGVD 29 (??/??/92) 2544.588  (m)         8348.37   (f) ADJ UNCH    1 2
 LM0111
 LM0111.Superseded values are not recommended for survey control.
 LM0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0111.See file dsdata.txt to determine how the superseded data were derived.
 LM0111
 LM0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE765772(NAD 83)
 LM0111_MARKER: DB = BENCH MARK DISK
 LM0111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0111_STAMPING: K 44 1934
 LM0111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0111+STABILITY: SURFACE MOTION
 LM0111
 LM0111  HISTORY     - Date     Condition        Report By
 LM0111  HISTORY     - 1934     MONUMENTED       CGS
 LM0111  HISTORY     - 1953     GOOD             USGS
 LM0111
 LM0111                          STATION DESCRIPTION
 LM0111
 LM0111'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 LM0111'12.9 MI S FROM HEBRON.
 LM0111'12.9 SOUTH ALONG STATE HIGHWAY 14 FROM HEBRON, TO A Y ROAD ABOUT 450
 LM0111'FEET WEST OF A CONCRETE BRIDGE, THENCE ABOUT 430 FEET NORTHEAST ALONG
 LM0111'AN ABANDONED DIRT ROAD, 82 FEET EAST OF THE INTERSECTION OF THE
 LM0111'ABANDONED ROAD AND A ROAD LEADING NORTHWEST OVER A HILL, 64 FEET
 LM0111'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 2 FEET NORTHWEST OF A
 LM0111'FENCE LINE.  A STANDARD DISK, STAMPED K 44 1934 AND SET IN THE TOP OF
 LM0111'A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1143 ***********************************************************************
 LL1143  DESIGNATION -  K 440
 LL1143  PID         -  LL1143
 LL1143  STATE/COUNTY-  CO/BOULDER
 LL1143  USGS QUAD   -  BOULDER (1979)
 LL1143
 LL1143                         *CURRENT SURVEY CONTROL
 LL1143  ___________________________________________________________________
 LL1143* NAD 83(1992)-  39 59 59.96560(N)    105 17 03.37110(W)     ADJUSTED  
 LL1143* NAVD 88     -      1729.175  (meters)    5673.14   (feet)  ADJUSTED  
 LL1143  ___________________________________________________________________
 LL1143  X           -  -1,290,104.205 (meters)                     COMP
 LL1143  Y           -  -4,720,918.674 (meters)                     COMP
 LL1143  Z           -   4,079,086.298 (meters)                     COMP
 LL1143  LAPLACE CORR-         -23.41  (seconds)                    DEFLEC99
 LL1143  ELLIP HEIGHT-        1713.69  (meters)          (12/03/02) GPS OBS
 LL1143  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 LL1143  DYNAMIC HT  -        1727.488 (meters)    5667.60  (feet)  COMP
 LL1143  MODELED GRAV-     979,590.0   (mgal)                       NAVD 88
 LL1143
 LL1143  HORZ ORDER  -  FIRST
 LL1143  VERT ORDER  -  FIRST     CLASS II
 LL1143  ELLP ORDER  -  FOURTH    CLASS II
 LL1143
 LL1143.The horizontal coordinates were established by GPS observations
 LL1143.and adjusted by the National Geodetic Survey in September 2000..
 LL1143
 LL1143.The orthometric height was determined by differential leveling
 LL1143.and adjusted by the National Geodetic Survey in June 1991..
 LL1143
 LL1143.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1143
 LL1143.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1143
 LL1143.The ellipsoidal height was determined by GPS observations
 LL1143.and is referenced to NAD 83.
 LL1143
 LL1143.The geoid height was determined by GEOID03.
 LL1143
 LL1143.The dynamic height is computed by dividing the NAVD 88
 LL1143.geopotential number by the normal gravity value computed on the
 LL1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1143.degrees latitude (g = 980.6199 gals.).
 LL1143
 LL1143.The modeled gravity was interpolated from observed gravity values.
 LL1143
 LL1143;                    North         East     Units Scale Factor Converg.
 LL1143;SPC CO N     -   378,841.818   932,823.232   MT  0.99996637   +0 08 21.8
 LL1143;SPC CO N     - 1,242,916.86  3,060,437.55   sFT  0.99996637   +0 08 21.8
 LL1143;UTM  13      - 4,427,794.851   475,734.799   MT  0.99960725   -0 10 57.8
 LL1143
 LL1143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1143!SPC CO N     -   0.99973123  x   0.99996637  =   0.99969761
 LL1143!UTM  13      -   0.99973123  x   0.99960725  =   0.99933859
 LL1143
 LL1143                          SUPERSEDED SURVEY CONTROL
 LL1143
 LL1143  ELLIP H (09/14/00) 1713.68   (m)                       GP(       ) 4 2
 LL1143  NAVD 88 (09/14/00) 1729.17   (m)         5673.1    (f) LEVELING    3  
 LL1143
 LL1143.Superseded values are not recommended for survey control.
 LL1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1143.See file dsdata.txt to determine how the superseded data were derived.
 LL1143
 LL1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE7573527795(NAD 83)
 LL1143_MARKER: I = METAL ROD
 LL1143_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LL1143+WITH SETTING: INFORMATION.
 LL1143_SP_SET: SHALLOW-SET METAL ROD
 LL1143_STAMPING: K 440 1985
 LL1143_MARK LOGO: NGS   
 LL1143_PROJECTION: FLUSH
 LL1143_MAGNETIC: I = MARKER IS A STEEL ROD
 LL1143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1143_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LL1143+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2002
 LL1143_ROD/PIPE-DEPTH: 1.8  meters
 LL1143
 LL1143  HISTORY     - Date     Condition        Report By
 LL1143  HISTORY     - 1985     MONUMENTED       NGS
 LL1143  HISTORY     - 19971030 GOOD             USPSQD
 LL1143  HISTORY     - 20000810 GOOD             NGS
 LL1143  HISTORY     - 20010331 GOOD             NGS
 LL1143  HISTORY     - 20020613 GOOD             INDIV
 LL1143
 LL1143                          STATION DESCRIPTION
 LL1143
 LL1143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LL1143'IN BOULDER.
 LL1143'IN BOULDER, AT THE INTERSECTION OF BASELINE ROAD AND 8TH STREET, 8.8 M
 LL1143'(28.9 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 1.0 M (3.3 FT) WEST OF
 LL1143'THE EXTENDED CENTER OF 8TH STREET, AND 0.8 M (2.6 FT) SOUTH OF STREET
 LL1143'LAMP POLE NUMBER 814.
 LL1143'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LL1143'THE MARK IS 2.0 M ABOVE THE ROAD.
 LL1143
 LL1143                          STATION RECOVERY (1997)
 LL1143
 LL1143'RECOVERY NOTE BY US POWER SQUADRON 1997
 LL1143'RECOVERED IN GOOD CONDITION.
 LL1143
 LL1143                          STATION RECOVERY (2000)
 LL1143
 LL1143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DAH)
 LL1143'RECOVERED AS DESCRIBED.
 LL1143
 LL1143                          STATION RECOVERY (2001)
 LL1143
 LL1143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL1143'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL1143
 LL1143                          STATION RECOVERY (2002)
 LL1143
 LL1143'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JE)
 LL1143'N 39-59-59.9 /  W 105-17-03.4
 LL1143' 
 LL1143'MARK IS LOCATED IN BOULDER, COLORADO IN THE NE1/4 OF SECTION 1, T1S,
 LL1143'R71W, LYING NEAR THE RIGHT-OF-WAY OF BASELINE RD.
 LL1143' 
 LL1143'MARK IS LOCATED NEAR THE INTERSECTION OF BASELINE RD. AND 8TH ST.
 LL1143' 
 LL1143'MARK IS A STAINLESS STEEL ROD (DRIVEN TO THE DEPTH OF 7.0 FEET, PER
 LL1143'PREVIOUS DESCRIPTION), SET IN 5 INCH PVC W/ LOGO LID.  LOGO LID IS
 LL1143'INSCRIBED -K 440 1985- AND IS SURROUNDED BY CONCRETE COLLAR.  LID IS
 LL1143'APPROXIMATELY 7.0 FEET ABOVE THE LEVEL OF THE ROAD.  MARK APPEARS TO
 LL1143'HAVE FAIR CONDITIONS FOR GPS OBSERVATION, DUE TO UTILITY POLE AND
 LL1143'OVERHEAD WIRES.
 LL1143' 
 LL1143'MARK LIES-
 LL1143'9.8 FEET SOUTH FROM THE SOUTHERLY TOP BACK OF CURB OF BASELINE RD.,
 LL1143'12.0 FEET EAST FROM THE WESTERLY FLOWLINE EXTENDED OF 8TH ST.,
 LL1143'2.7 FEET SOUTH FROM A LIGHT POLE NO. 814,
 LL1143'1.3 FEET NORTH FROM A WITNESS POST.
 LL1143' 
 LL1143' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0718 ***********************************************************************
 JJ0718  DESIGNATION -  K 440
 JJ0718  PID         -  JJ0718
 JJ0718  STATE/COUNTY-  CO/PROWERS
 JJ0718  USGS QUAD   -  HOLLY WEST (1976)
 JJ0718
 JJ0718                         *CURRENT SURVEY CONTROL
 JJ0718  ___________________________________________________________________
 JJ0718* NAD 83(1986)-  38 03 19.     (N)    102 13 56.     (W)     SCALED    
 JJ0718* NAVD 88     -      1050.957  (meters)    3448.01   (feet)  ADJUSTED  
 JJ0718  ___________________________________________________________________
 JJ0718  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 JJ0718  DYNAMIC HT  -        1049.970 (meters)    3444.78  (feet)  COMP
 JJ0718  MODELED GRAV-     979,654.3   (mgal)                       NAVD 88
 JJ0718
 JJ0718  VERT ORDER  -  FIRST     CLASS II
 JJ0718
 JJ0718.The horizontal coordinates were scaled from a topographic map and have
 JJ0718.an estimated accuracy of +/- 6 seconds.
 JJ0718
 JJ0718.The orthometric height was determined by differential leveling
 JJ0718.and adjusted by the National Geodetic Survey in June 1991..
 JJ0718
 JJ0718.The geoid height was determined by GEOID03.
 JJ0718
 JJ0718.The dynamic height is computed by dividing the NAVD 88
 JJ0718.geopotential number by the normal gravity value computed on the
 JJ0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0718.degrees latitude (g = 980.6199 gals.).
 JJ0718
 JJ0718.The modeled gravity was interpolated from observed gravity values.
 JJ0718
 JJ0718;                    North         East    Units  Estimated Accuracy
 JJ0718;SPC CO S     -   463,930.    1,201,130.      MT  (+/- 180 meters Scaled)
 JJ0718
 JJ0718                          SUPERSEDED SURVEY CONTROL
 JJ0718
 JJ0718.No superseded survey control is available for this station.
 JJ0718
 JJ0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC428155(NAD 83)
 JJ0718_MARKER: DB = BENCH MARK DISK
 JJ0718_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JJ0718_SP_SET: BRIDGE ABUTMENT
 JJ0718_STAMPING: K 440 1986
 JJ0718_MARK LOGO: NGS   
 JJ0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0718+STABILITY: SURFACE MOTION
 JJ0718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0718+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 JJ0718
 JJ0718  HISTORY     - Date     Condition        Report By
 JJ0718  HISTORY     - 1986     MONUMENTED       NGS
 JJ0718  HISTORY     - 20040927 GOOD             LOCENG
 JJ0718
 JJ0718                          STATION DESCRIPTION
 JJ0718
 JJ0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JJ0718'7.4 KM (4.6 MI) EAST FROM GRANADA.
 JJ0718'7.4 KM (4.6 MI) EAST ALONG US HIGHWAY 50 FROM THE JUNCTION OF US
 JJ0718'HIGHWAY 385 IN GRANADA, AT THE NORTHWEST CORNER OF THE BRIDGE OVER THE
 JJ0718'ARKANSAS RIVER, VERTICALLY, IN THE NORTH FACE OF THE NORTHWEST
 JJ0718'CONCRETE BRIDGE ABUTMENT AND 6.7 METERS (22 FT) NORTH OF THE HIGHWAY
 JJ0718'CENTERLINE.
 JJ0718'THE MARK IS 0.73 M BELOW THE HIGHWAY.
 JJ0718
 JJ0718                          STATION RECOVERY (2004)
 JJ0718
 JJ0718'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2004 (MFM)
 JJ0718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0393 ***********************************************************************
 HL0393  DESIGNATION -  K 441
 HL0393  PID         -  HL0393
 HL0393  STATE/COUNTY-  CO/SAN JUAN
 HL0393  USGS QUAD   -  ENGINEER MOUNTAIN (1975)
 HL0393
 HL0393                         *CURRENT SURVEY CONTROL
 HL0393  ___________________________________________________________________
 HL0393* NAD 83(1986)-  37 39 49.     (N)    107 47 51.     (W)     SCALED    
 HL0393* NAVD 88     -      2788.305  (meters)    9147.96   (feet)  ADJUSTED  
 HL0393  ___________________________________________________________________
 HL0393  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 HL0393  DYNAMIC HT  -        2784.374 (meters)    9135.07  (feet)  COMP
 HL0393  MODELED GRAV-     979,119.1   (mgal)                       NAVD 88
 HL0393
 HL0393  VERT ORDER  -  FIRST     CLASS II
 HL0393
 HL0393.The horizontal coordinates were scaled from a topographic map and have
 HL0393.an estimated accuracy of +/- 6 seconds.
 HL0393
 HL0393.The orthometric height was determined by differential leveling
 HL0393.and adjusted by the National Geodetic Survey in June 1991..
 HL0393
 HL0393.The geoid height was determined by GEOID03.
 HL0393
 HL0393.The dynamic height is computed by dividing the NAVD 88
 HL0393.geopotential number by the normal gravity value computed on the
 HL0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0393.degrees latitude (g = 980.6199 gals.).
 HL0393
 HL0393.The modeled gravity was interpolated from observed gravity values.
 HL0393
 HL0393;                    North         East    Units  Estimated Accuracy
 HL0393;SPC CO S     -   417,940.      711,720.      MT  (+/- 180 meters Scaled)
 HL0393
 HL0393                          SUPERSEDED SURVEY CONTROL
 HL0393
 HL0393.No superseded survey control is available for this station.
 HL0393
 HL0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB532721(NAD 83)
 HL0393_MARKER: I = METAL ROD
 HL0393_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HL0393_SP_SET: STAINLESS STEEL ROD
 HL0393_STAMPING: K 441 1985
 HL0393_MARK LOGO: NGS   
 HL0393_PROJECTION: FLUSH
 HL0393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0393_ROD/PIPE-DEPTH: 3.7  meters
 HL0393
 HL0393  HISTORY     - Date     Condition        Report By
 HL0393  HISTORY     - 1985     MONUMENTED       NGS
 HL0393  HISTORY     - 19910709 GOOD             USPSQD
 HL0393
 HL0393                          STATION DESCRIPTION
 HL0393
 HL0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0393'29.0 KM (18.0 MI) SOUTH FROM SILVERTON.
 HL0393'29.0 KM (18.0 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 HL0393'WITH STATE HIGHWAY 110 IN SILVERTON, AT A POWERLINE CROSSING, 17.4 M
 HL0393'(57.1 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 14.2 M (46.6 FT) EAST
 HL0393'OF THE NORTHEAST CORNER OF A FENCE AROUND A SUB-STATION, AND 0.3 M
 HL0393'(1.0 FT) NORTH OF UTILITY POLE NUMBER 51 28 3246.  NOTE--ACCESS TO
 HL0393'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HL0393'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 HL0393'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
 HL0393
 HL0393                          STATION RECOVERY (1991)
 HL0393
 HL0393'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0469 ***********************************************************************
 LK0469  DESIGNATION -  K 442
 LK0469  PID         -  LK0469
 LK0469  STATE/COUNTY-  CO/LOGAN
 LK0469  USGS QUAD   -  PROCTOR (1984)
 LK0469
 LK0469                         *CURRENT SURVEY CONTROL
 LK0469  ___________________________________________________________________
 LK0469* NAD 83(1986)-  40 47 11.     (N)    102 59 53.     (W)     SCALED    
 LK0469* NAVD 88     -      1160.559  (meters)    3807.60   (feet)  ADJUSTED  
 LK0469  ___________________________________________________________________
 LK0469  GEOID HEIGHT-         -19.89  (meters)                     GEOID03
 LK0469  DYNAMIC HT  -        1159.734 (meters)    3804.89  (feet)  COMP
 LK0469  MODELED GRAV-     979,873.7   (mgal)                       NAVD 88
 LK0469
 LK0469  VERT ORDER  -  FIRST     CLASS II
 LK0469
 LK0469.The horizontal coordinates were scaled from a topographic map and have
 LK0469.an estimated accuracy of +/- 6 seconds.
 LK0469
 LK0469.The orthometric height was determined by differential leveling
 LK0469.and adjusted by the National Geodetic Survey in June 1991..
 LK0469
 LK0469.The geoid height was determined by GEOID03.
 LK0469
 LK0469.The dynamic height is computed by dividing the NAVD 88
 LK0469.geopotential number by the normal gravity value computed on the
 LK0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0469.degrees latitude (g = 980.6199 gals.).
 LK0469
 LK0469.The modeled gravity was interpolated from observed gravity values.
 LK0469
 LK0469;                    North         East    Units  Estimated Accuracy
 LK0469;SPC CO N     -   469,120.    1,125,550.      MT  (+/- 180 meters Scaled)
 LK0469
 LK0469                          SUPERSEDED SURVEY CONTROL
 LK0469
 LK0469.No superseded survey control is available for this station.
 LK0469
 LK0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF689169(NAD 83)
 LK0469_MARKER: I = METAL ROD
 LK0469_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0469_SP_SET: STAINLESS STEEL ROD
 LK0469_STAMPING: K 442 1986
 LK0469_MARK LOGO: NGS   
 LK0469_PROJECTION: FLUSH
 LK0469_MAGNETIC: I = MARKER IS A STEEL ROD
 LK0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0469+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1995
 LK0469_ROD/PIPE-DEPTH: 18.3 meters
 LK0469
 LK0469  HISTORY     - Date     Condition        Report By
 LK0469  HISTORY     - 1986     MONUMENTED       NGS
 LK0469  HISTORY     - 19950209 GOOD             MSAM
 LK0469
 LK0469                          STATION DESCRIPTION
 LK0469
 LK0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LK0469'6.9 KM (4.3 MI) NE FROM ILIFF.
 LK0469'1 BLOCK SOUTH ALONG A DIRT STREET FROM THE POST OFFICE IN ILLIFF,
 LK0469'THENCE 6.9 KM (4.3 MI) NORTHEAST ALONG US HIGHWAY 138, AT ROAD 61
 LK0469'LEADING NORTH, BETWEEN TWO WITNESS POSTS, 20.4 METERS (67 FT)
 LK0469'SOUTHEAST OF THE HIGHWAY CENTERLINE, 12.8 METERS (42 FT) NORTHWEST OF
 LK0469'THE NORTHWEST RAIL OF THE UNION PACIFIC RAILROAD, 1.1 METERS (3.5 FT)
 LK0469'NORTHEAST OF A GUYED POWER LINE POLE NUMBER 111-4 AND 10.7 METERS (35
 LK0469'FT) NORTHEAST OF THE EXTENDED CENTER OF ROAD 61.  NOTE--ACCESS TO
 LK0469'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LK0469'THE MARK IS 0.30 METERS  SW FROM  A WITNESS POST
 LK0469'THE MARK IS 0.30 M BELOW THE HIGHWAY.
 LK0469
 LK0469                          STATION RECOVERY (1995)
 LK0469
 LK0469'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0469'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0436 ***********************************************************************
 LK0436  DESIGNATION -  K 443
 LK0436  PID         -  LK0436
 LK0436  STATE/COUNTY-  CO/SEDGWICK
 LK0436  USGS QUAD   -  JULESBURG (1984)
 LK0436
 LK0436                         *CURRENT SURVEY CONTROL
 LK0436  ___________________________________________________________________
 LK0436* NAD 83(1986)-  40 58 57.     (N)    102 18 25.     (W)     SCALED    
 LK0436* NAVD 88     -      1069.810  (meters)    3509.87   (feet)  ADJUSTED  
 LK0436  ___________________________________________________________________
 LK0436  GEOID HEIGHT-         -20.35  (meters)                     GEOID03
 LK0436  DYNAMIC HT  -        1069.108 (meters)    3507.57  (feet)  COMP
 LK0436  MODELED GRAV-     979,931.1   (mgal)                       NAVD 88
 LK0436
 LK0436  VERT ORDER  -  FIRST     CLASS II
 LK0436
 LK0436.The horizontal coordinates were scaled from a topographic map and have
 LK0436.an estimated accuracy of +/- 6 seconds.
 LK0436
 LK0436.The orthometric height was determined by differential leveling
 LK0436.and adjusted by the National Geodetic Survey in June 1991..
 LK0436
 LK0436.The geoid height was determined by GEOID03.
 LK0436
 LK0436.The dynamic height is computed by dividing the NAVD 88
 LK0436.geopotential number by the normal gravity value computed on the
 LK0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0436.degrees latitude (g = 980.6199 gals.).
 LK0436
 LK0436.The modeled gravity was interpolated from observed gravity values.
 LK0436
 LK0436;                    North         East    Units  Estimated Accuracy
 LK0436;SPC CO N     -   492,760.    1,183,070.      MT  (+/- 180 meters Scaled)
 LK0436
 LK0436                          SUPERSEDED SURVEY CONTROL
 LK0436
 LK0436  NGVD 29 (02/14/92) 1069.346  (m)         3508.35   (f) ADJUSTED    1 2
 LK0436
 LK0436.Superseded values are not recommended for survey control.
 LK0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0436.See file dsdata.txt to determine how the superseded data were derived.
 LK0436
 LK0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF265403(NAD 83)
 LK0436_MARKER: I = METAL ROD
 LK0436_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0436_SP_SET: STAINLESS STEEL ROD
 LK0436_STAMPING: K 443 1986
 LK0436_MARK LOGO: NGS   
 LK0436_PROJECTION: FLUSH
 LK0436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0436_ROD/PIPE-DEPTH: 20.7 meters
 LK0436
 LK0436  HISTORY     - Date     Condition        Report By
 LK0436  HISTORY     - 1986     MONUMENTED       NGS
 LK0436
 LK0436                          STATION DESCRIPTION
 LK0436
 LK0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LK0436'4.0 KM (2.5 MI) WEST FROM JULESBURG.
 LK0436'4.0 KM (2.45 MI) WEST ALONG US HIGHWAY 138 FROM THE JUNCTION OF US
 LK0436'HIGHWAY 385 SOUTH IN JULESBURG, AT A GRAVEL ROAD LEADING NORTH,
 LK0436'15.1 METERS (49.5 FT) SOUTH OF THE CENTERLINE OF HIGHWAY (US HIGHWAY
 LK0436'138 AND US HIGHWAY 385 WEST), 32.3 METERS (106 FT) WEST OF THE
 LK0436'EXTENDED CENTER OF A GRAVEL ROAD LEADING NORTH, 0.91 METER (3 FT) EAST
 LK0436'OF A POWER LINE POLE (GUYED), 21.6 METERS (71 FT) NORTHWEST OF THE
 LK0436'WEST SUPPORT POLE FOR A SCOTT RANCHES SIGN AND 4.6 METERS (15 FT)
 LK0436'NORTH OF THE NORTH EDGE OF A CONCRETE IRRIGATION DITCH.  NOTE--ACCESS
 LK0436'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LK0436'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LK0436'THE MARK IS 0.61 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4239 ***********************************************************************
 DF4239  DESIGNATION -  K 445
 DF4239  PID         -  DF4239
 DF4239  STATE/COUNTY-  CO/CLEAR CREEK
 DF4239  USGS QUAD   -  EMPIRE (1974)
 DF4239
 DF4239                         *CURRENT SURVEY CONTROL
 DF4239  ___________________________________________________________________
 DF4239* NAD 83(1986)-  39 45 35.     (N)    105 40 27.     (W)     SCALED    
 DF4239* NAVD 88     -      2603.070  (meters)    8540.24   (feet)  ADJUSTED  
 DF4239  ___________________________________________________________________
 DF4239  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 DF4239  DYNAMIC HT  -        2600.004 (meters)    8530.18  (feet)  COMP
 DF4239  MODELED GRAV-     979,354.5   (mgal)                       NAVD 88
 DF4239
 DF4239  VERT ORDER  -  FIRST     CLASS II
 DF4239
 DF4239.The horizontal coordinates were scaled from a topographic map and have
 DF4239.an estimated accuracy of +/- 6 seconds.
 DF4239
 DF4239.The orthometric height was determined by differential leveling
 DF4239.and adjusted by the National Geodetic Survey in November 2003..
 DF4239
 DF4239.The geoid height was determined by GEOID03.
 DF4239
 DF4239.The dynamic height is computed by dividing the NAVD 88
 DF4239.geopotential number by the normal gravity value computed on the
 DF4239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4239.degrees latitude (g = 980.6199 gals.).
 DF4239
 DF4239.The modeled gravity was interpolated from observed gravity values.
 DF4239
 DF4239;                    North         East    Units  Estimated Accuracy
 DF4239;SPC CO C     -   518,670.      899,480.      MT  (+/- 180 meters Scaled)
 DF4239
 DF4239                          SUPERSEDED SURVEY CONTROL
 DF4239
 DF4239.No superseded survey control is available for this station.
 DF4239
 DF4239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE422013(NAD 83)
 DF4239_MARKER: DV = VERTICAL CONTROL DISK
 DF4239_SETTING: 66 = SET IN ROCK OUTCROP
 DF4239_STAMPING: K 445 2000
 DF4239_MARK LOGO: NGS   
 DF4239_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4239_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF4239+STABILITY: POSITION/ELEVATION WELL
 DF4239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4239+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2000
 DF4239
 DF4239  HISTORY     - Date     Condition        Report By
 DF4239  HISTORY     - 20000516 MONUMENTED       NGS
 DF4239
 DF4239                          STATION DESCRIPTION
 DF4239
 DF4239'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 DF4239'THE STATION IS LOCATED ABOUT 2.55 MI WEST-SOUTHWEST OF LAWSON
 DF4239'AND 0.45 MI EAST-SOUTHEAST OF EMPIRE, IN THE NORTHEAST 1/4 OF
 DF4239'SECTION 28, T 3 S, R 74 W, AT U. S. HIGHWAY 40 MILEPOST 256.65.
 DF4239'OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION RIGHT-OF-WAY.
 DF4239' 
 DF4239'TO REACH THE STATION FROM THE POST OFFICE IN EMPIRE, GO EAST ON U.
 DF4239'S. HIGHWAY 40 FOR 0.6 MI TO THE STATION ON THE LEFT IN THE WEST SIDE
 DF4239'OF A ROCK OUTCROP AND 1 M ABOVE THE GROUND.
 DF4239' 
 DF4239'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN A 20 M BY 40 M
 DF4239'ROCK OUTCROP. IT IS 12.6 M NORTH FROM THE EDGE OF OIL, 0.35 M
 DF4239'SOUTHEAST FROM A WITNESS POST AND ABOUT 2 M ABOVE THE HIGHWAY.
 DF4239'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4213 ***********************************************************************
 DF4213  DESIGNATION -  K 447
 DF4213  PID         -  DF4213
 DF4213  STATE/COUNTY-  CO/CLEAR CREEK
 DF4213  USGS QUAD   -  SQUAW PASS (1974)
 DF4213
 DF4213                         *CURRENT SURVEY CONTROL
 DF4213  ___________________________________________________________________
 DF4213* NAD 83(1992)-  39 43 10.53541(N)    105 24 04.13162(W)     ADJUSTED  
 DF4213* NAVD 88     -      2354.584  (meters)    7725.00   (feet)  ADJUSTED  
 DF4213  ___________________________________________________________________
 DF4213  X           -  -1,305,160.432 (meters)                     COMP
 DF4213  Y           -  -4,737,984.372 (meters)                     COMP
 DF4213  Z           -   4,055,582.438 (meters)                     COMP
 DF4213  LAPLACE CORR-         -18.05  (seconds)                    DEFLEC99
 DF4213  ELLIP HEIGHT-        2340.82  (meters)          (10/27/04) GPS OBS
 DF4213  GEOID HEIGHT-         -13.85  (meters)                     GEOID03
 DF4213  DYNAMIC HT  -        2352.069 (meters)    7716.75  (feet)  COMP
 DF4213  MODELED GRAV-     979,472.7   (mgal)                       NAVD 88
 DF4213
 DF4213  HORZ ORDER  -  FIRST
 DF4213  VERT ORDER  -  FIRST     CLASS II
 DF4213  ELLP ORDER  -  FOURTH    CLASS II
 DF4213
 DF4213.The horizontal coordinates were established by GPS observations
 DF4213.and adjusted by the MOUNTAIN SURVEYING in October 2004..
 DF4213
 DF4213.The orthometric height was determined by differential leveling
 DF4213.and adjusted by the National Geodetic Survey in November 2003..
 DF4213
 DF4213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF4213
 DF4213.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF4213
 DF4213.The ellipsoidal height was determined by GPS observations
 DF4213.and is referenced to NAD 83.
 DF4213
 DF4213.The geoid height was determined by GEOID03.
 DF4213
 DF4213.The dynamic height is computed by dividing the NAVD 88
 DF4213.geopotential number by the normal gravity value computed on the
 DF4213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4213.degrees latitude (g = 980.6199 gals.).
 DF4213
 DF4213.The modeled gravity was interpolated from observed gravity values.
 DF4213
 DF4213;                    North         East     Units Scale Factor Converg.
 DF4213;SPC CO C     -   514,200.562   922,877.586   MT  0.99999413   +0 03 44.4
 DF4213;SPC CO C     - 1,687,006.34  3,027,807.55   sFT  0.99999413   +0 03 44.4
 DF4213;UTM  13      - 4,396,712.471   465,618.453   MT  0.99961455   -0 15 22.9
 DF4213
 DF4213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF4213!SPC CO C     -   0.99963290  x   0.99999413  =   0.99962703
 DF4213!UTM  13      -   0.99963290  x   0.99961455  =   0.99924759
 DF4213
 DF4213                          SUPERSEDED SURVEY CONTROL
 DF4213
 DF4213  NAVD 88 (10/27/04) 2354.58   (m)         7725.0    (f) LEVELING    3  
 DF4213
 DF4213.Superseded values are not recommended for survey control.
 DF4213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4213.See file dsdata.txt to determine how the superseded data were derived.
 DF4213
 DF4213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD6561896712(NAD 83)
 DF4213_MARKER: DV = VERTICAL CONTROL DISK
 DF4213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4213_STAMPING: K 447 2000
 DF4213_MARK LOGO: NGS   
 DF4213_PROJECTION: FLUSH
 DF4213_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4213+STABILITY: SURFACE MOTION
 DF4213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4213+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 DF4213
 DF4213  HISTORY     - Date     Condition        Report By
 DF4213  HISTORY     - 20000726 MONUMENTED       NGS
 DF4213  HISTORY     - 20040130 GOOD             MSAM
 DF4213
 DF4213                          STATION DESCRIPTION
 DF4213
 DF4213'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 DF4213'THE STATION IS LOCATED ABOUT 2.65 MI SOUTHEAST OF THE INTERSECTION
 DF4213'OF INTERSTATE 70 AND U. S. HIGHWAY 6 AND 0.2 MI WEST OF THE
 DF4213'JEFFERSON-CLEAR CREEK COUNTY LINE, IN THE NORTHWEST 1/4 OF
 DF4213'SECTION 12, T 4 S, R 72 W, AT U. S. HIGHWAY 40 MILEPOST 271.9.
 DF4213'OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION RIGHT-OF-WAY.
 DF4213' 
 DF4213'TO REACH THE STATION FROM INTERSTATE 70 AND THE OVERPASS FOR
 DF4213'EXIT 247, WEST BEAVER BROOK, FLOYD HILL EXIT, GO NORTH FOR 0.05 MI TO
 DF4213'A T-INTERSECTION, U. S. HIGHWAY 40. TURN RIGHT, SOUTHEAST, FOR 0.45 MI
 DF4213'TO THE STATION ON THE LEFT.
 DF4213' 
 DF4213'THE MARK IS A STANDARD DISK SET IN TOP OF A ROUND 30 CM DIAMETER
 DF4213'CONCRETE POST, FLUSH WITH THE GROUND. IT IS 75.0 M NORTHWEST FROM
 DF4213'THE INTERSECTION OF A ROAD TO A STORAGE BUILDING AND U. S. HIGHWAY
 DF4213'40, 41.5 M EAST-SOUTHEAST FROM A POWER POLE, 25.1 M
 DF4213'NORTH-NORTHEAST FROM THE CENTER LINE OF U. S. HIGHWAY 40, 15.3 M
 DF4213'WEST FROM A POWER POLE NUMBER 16, 0.65 M NORTHWEST FROM A
 DF4213'WITNESS POST, 0.4 M SOUTH-SOUTHWEST FROM THE NORTHERN
 DF4213'RIGHT-OF-WAY AND ABOUT 2 M ABOVE THE HIGHWAY.
 DF4213' 
 DF4213' 
 DF4213' 
 DF4213' 
 DF4213'
 DF4213
 DF4213                          STATION RECOVERY (2004)
 DF4213
 DF4213'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (KCH)
 DF4213'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2004 (BAJ)
 DF4213'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5545 ***********************************************************************
 DF5545  DESIGNATION -  K 448
 DF5545  PID         -  DF5545
 DF5545  STATE/COUNTY-  CO/SUMMIT
 DF5545  USGS QUAD   -  VAIL PASS (1987)
 DF5545
 DF5545                         *CURRENT SURVEY CONTROL
 DF5545  ___________________________________________________________________
 DF5545* NAD 83(1986)-  39 30 20.     (N)    106 11 33.     (W)     SCALED    
 DF5545* NAVD 88     -      3079.335  (meters)   10102.78   (feet)  ADJUSTED  
 DF5545  ___________________________________________________________________
 DF5545  GEOID HEIGHT-         -12.50  (meters)                     GEOID03
 DF5545  DYNAMIC HT  -        3075.301 (meters)   10089.55  (feet)  COMP
 DF5545  MODELED GRAV-     979,204.7   (mgal)                       NAVD 88
 DF5545
 DF5545  VERT ORDER  -  FIRST     CLASS II
 DF5545
 DF5545.The horizontal coordinates were scaled from a topographic map and have
 DF5545.an estimated accuracy of +/- 6 seconds.
 DF5545
 DF5545.The orthometric height was determined by differential leveling
 DF5545.and adjusted by the National Geodetic Survey in November 2003..
 DF5545
 DF5545.The geoid height was determined by GEOID03.
 DF5545
 DF5545.The dynamic height is computed by dividing the NAVD 88
 DF5545.geopotential number by the normal gravity value computed on the
 DF5545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5545.degrees latitude (g = 980.6199 gals.).
 DF5545
 DF5545.The modeled gravity was interpolated from observed gravity values.
 DF5545
 DF5545;                    North         East    Units  Estimated Accuracy
 DF5545;SPC CO C     -   490,660.      854,850.      MT  (+/- 180 meters Scaled)
 DF5545
 DF5545                          SUPERSEDED SURVEY CONTROL
 DF5545
 DF5545.No superseded survey control is available for this station.
 DF5545
 DF5545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD974735(NAD 83)
 DF5545_MARKER: DV = VERTICAL CONTROL DISK
 DF5545_SETTING: 80 = SET IN A BOULDER
 DF5545_STAMPING: K 448 2001
 DF5545_MARK LOGO: NGS   
 DF5545_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5545+STABILITY: SURFACE MOTION
 DF5545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5545+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 DF5545
 DF5545  HISTORY     - Date     Condition        Report By
 DF5545  HISTORY     - 20010725 MONUMENTED       NGS
 DF5545  HISTORY     - 20030910 GOOD             NGS
 DF5545
 DF5545                          STATION DESCRIPTION
 DF5545
 DF5545'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5545'THE STATION IS LOCATED ABOUT 2.25 MI SOUTHEAST OF VAIL PASS, 2.5 MI
 DF5545'WEST OF THE COPPER
 DF5545'MOUNTAIN-LEADVILLE EXIT 195 OF INTERSTATE 70 AND 2.1 MI WEST-NORTHWEST
 DF5545'OF COPPER
 DF5545'MOUNTAIN. OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION RIGHT-OF-WAY.
 DF5545' 
 DF5545'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 91 AND THE
 DF5545'ENTRANCE TO
 DF5545'COPPER MOUNTAIN SKI RESORT, GO WEST ON COPPER ROAD FOR 1.0 MI TO THE
 DF5545'END OF COPPER
 DF5545'ROAD AND A FORK IN THE ROAD. TAKE THE RIGHT FORK, SOUTHWEST, BEELER
 DF5545'ROAD, FOR 0.3 MI TO
 DF5545'THE THE BEGINNING OF VAIL PASS BIKE TRAIL WHICH IS PAVED. TURN ONTO
 DF5545'THE BIKE PATH AND GO
 DF5545'WEST FOR 1.8 MI TO THE STATION ON THE LEFT.
 DF5545' 
 DF5545'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF A
 DF5545'BOULDER, 1.2 M BY 1.3 M BY
 DF5545'0.6 M HIGH. IT IS 15.4 M NORTH FROM THE CENTER OF THE BIKE PATH, 6.5 M
 DF5545'NORTHEAST FROM THE
 DF5545'EAST SUPPORT BEAM FOR A DOUBLE BENCH REST AREA, 3.6 M SOUTHEAST FROM
 DF5545'THE SOUTH EDGE
 DF5545'OF WEST TENMILE CREEK, 0.6 M SOUTH-SOUTHEAST FROM A WITNESS POST AND
 DF5545'ABOUT THE SAME
 DF5545'ELEVATION AS THE BIKE PATH.
 DF5545' 
 DF5545' 
 DF5545'
 DF5545
 DF5545                          STATION RECOVERY (2003)
 DF5545
 DF5545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 DF5545'WHEN GOING WEST ON BIKE PATH, MARK IS ON THE RIGHT (NORTH).  NOT
 DF5545'SUITABLE FOR GRAVITY OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5480 ***********************************************************************
 DF5480  DESIGNATION -  K 449
 DF5480  PID         -  DF5480
 DF5480  STATE/COUNTY-  CO/CLEAR CREEK
 DF5480  USGS QUAD   -  GEORGETOWN (1974)
 DF5480
 DF5480                         *CURRENT SURVEY CONTROL
 DF5480  ___________________________________________________________________
 DF5480* NAD 83(1992)-  39 42 55.20207(N)    105 41 40.38109(W)     ADJUSTED  
 DF5480* NAVD 88     -      2583.111  (meters)    8474.76   (feet)  ADJUSTED  
 DF5480  ___________________________________________________________________
 DF5480  X           -  -1,329,535.295 (meters)                     COMP
 DF5480  Y           -  -4,731,700.038 (meters)                     COMP
 DF5480  Z           -   4,055,365.445 (meters)                     COMP
 DF5480  LAPLACE CORR-          -5.94  (seconds)                    DEFLEC99
 DF5480  ELLIP HEIGHT-        2570.72  (meters)          (10/27/04) GPS OBS
 DF5480  GEOID HEIGHT-         -12.38  (meters)                     GEOID03
 DF5480  DYNAMIC HT  -        2580.047 (meters)    8464.70  (feet)  COMP
 DF5480  MODELED GRAV-     979,347.0   (mgal)                       NAVD 88
 DF5480
 DF5480  HORZ ORDER  -  FIRST
 DF5480  VERT ORDER  -  FIRST     CLASS II
 DF5480  ELLP ORDER  -  FOURTH    CLASS II
 DF5480
 DF5480.The horizontal coordinates were established by GPS observations
 DF5480.and adjusted by the MOUNTAIN SURVEYING in October 2004..
 DF5480
 DF5480.The orthometric height was determined by differential leveling
 DF5480.and adjusted by the National Geodetic Survey in November 2003..
 DF5480
 DF5480.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF5480
 DF5480.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF5480
 DF5480.The ellipsoidal height was determined by GPS observations
 DF5480.and is referenced to NAD 83.
 DF5480
 DF5480.The geoid height was determined by GEOID03.
 DF5480
 DF5480.The dynamic height is computed by dividing the NAVD 88
 DF5480.geopotential number by the normal gravity value computed on the
 DF5480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5480.degrees latitude (g = 980.6199 gals.).
 DF5480
 DF5480.The modeled gravity was interpolated from observed gravity values.
 DF5480
 DF5480;                    North         East     Units Scale Factor Converg.
 DF5480;SPC CO C     -   513,740.914   897,719.771   MT  0.99999333   -0 07 21.7
 DF5480;SPC CO C     - 1,685,498.32  2,945,268.95   sFT  0.99999333   -0 07 21.7
 DF5480;UTM  13      - 4,396,393.413   440,467.671   MT  0.99964363   -0 26 37.7
 DF5480
 DF5480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF5480!SPC CO C     -   0.99959686  x   0.99999333  =   0.99959019
 DF5480!UTM  13      -   0.99959686  x   0.99964363  =   0.99924063
 DF5480
 DF5480                          SUPERSEDED SURVEY CONTROL
 DF5480
 DF5480  NAVD 88 (10/27/04) 2583.11   (m)         8474.8    (f) LEVELING    3  
 DF5480
 DF5480.Superseded values are not recommended for survey control.
 DF5480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF5480.See file dsdata.txt to determine how the superseded data were derived.
 DF5480
 DF5480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD4046896393(NAD 83)
 DF5480_MARKER: DV = VERTICAL CONTROL DISK
 DF5480_SETTING: 80 = SET IN A BOULDER
 DF5480_STAMPING: K 449 2001
 DF5480_MARK LOGO: NGS   
 DF5480_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5480+STABILITY: SURFACE MOTION
 DF5480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5480+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 DF5480
 DF5480  HISTORY     - Date     Condition        Report By
 DF5480  HISTORY     - 20011117 MONUMENTED       NGS
 DF5480  HISTORY     - 20040130 GOOD             MSAM
 DF5480
 DF5480                          STATION DESCRIPTION
 DF5480
 DF5480'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5480'THE STATION IS LOCATED IN THE TOWN OF GEORGETOWN, IN THE SOUTHEAST 1/4
 DF5480'OF SECTION 8, T 4
 DF5480'S, R 74 W.  OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY.
 DF5480' 
 DF5480'TO REACH THE STATION FROM THE INTERSECTION OF ALVARADO ROAD AND 15TH
 DF5480'STREET IN
 DF5480'GEORGETOWN, GO EAST ON 15TH STREET FOR 0.05 MI TO THE STATION IN THE
 DF5480'NORTHWEST CORNER
 DF5480'HEADWALL OF A BRIDGE OVER CLEAR CREEK ON THE LEFT. IT IS ABOUT 0.1 MI
 DF5480'EAST OF THE
 DF5480'GEORGETOWN INTERCHANGE OF INTERSTATE 70.
 DF5480' 
 DF5480'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF THE
 DF5480'NORTHWEST WINGWALL
 DF5480'OF A BRIDGE. IT IS 44.4 M EAST FROM THE CENTER LINE OF ALVARADO ROAD,
 DF5480'21.0 M WEST FROM THE
 DF5480'EXTENDED CENTER OF ROSE STREET, 5.9 M NORTH FROM THE CENTER OF 15TH
 DF5480'STREET, 4.6 M
 DF5480'SOUTHEAST FROM A SMALL POWER POLE. 1.45 M SOUTH FROM THE NORTH END OF
 DF5480'THE WINGWALL,
 DF5480'0.5 M NORTH FROM THE NORTH EDGE OF A SIDEWALK AND ABOUT LEVEL WITH THE
 DF5480'ROAD.
 DF5480'
 DF5480
 DF5480                          STATION RECOVERY (2004)
 DF5480
 DF5480'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (KCH)
 DF5480'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2004 (BAJ)
 DF5480'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0520 ***********************************************************************
 LM0520  DESIGNATION -  K 45
 LM0520  PID         -  LM0520
 LM0520  STATE/COUNTY-  CO/MOFFAT
 LM0520  USGS QUAD   -  PINE RIDGE (1972)
 LM0520
 LM0520                         *CURRENT SURVEY CONTROL
 LM0520  ___________________________________________________________________
 LM0520* NAD 83(1986)-  40 30 38.     (N)    107 43 14.     (W)     SCALED    
 LM0520* NAVD 88     -      1977.412  (meters)    6487.56   (feet)  POSTED    
 LM0520  ___________________________________________________________________
 LM0520  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 LM0520  DYNAMIC HT  -        1975.570 (meters)    6481.52  (feet)  COMP
 LM0520  MODELED GRAV-     979,621.1   (mgal)                       NAVD 88
 LM0520
 LM0520  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LM0520
 LM0520.The horizontal coordinates were scaled from a topographic map and have
 LM0520.an estimated accuracy of +/- 6 seconds.
 LM0520
 LM0520.The orthometric height was determined by differential leveling
 LM0520.and adjusted by the National Geodetic Survey in 1992..
 LM0520.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LM0520.rate of 1.1 thru 2.0 mm/km.
 LM0520
 LM0520.The geoid height was determined by GEOID03.
 LM0520
 LM0520.The dynamic height is computed by dividing the NAVD 88
 LM0520.geopotential number by the normal gravity value computed on the
 LM0520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0520.degrees latitude (g = 980.6199 gals.).
 LM0520
 LM0520.The modeled gravity was interpolated from observed gravity values.
 LM0520
 LM0520;                    North         East    Units  Estimated Accuracy
 LM0520;SPC CO N     -   437,870.      726,230.      MT  (+/- 180 meters Scaled)
 LM0520
 LM0520                          SUPERSEDED SURVEY CONTROL
 LM0520
 LM0520  NGVD 29 (??/??/92) 1976.209  (m)         6483.61   (f) ADJ UNCH    1 2
 LM0520
 LM0520.Superseded values are not recommended for survey control.
 LM0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0520.See file dsdata.txt to determine how the superseded data were derived.
 LM0520
 LM0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE694879(NAD 83)
 LM0520_MARKER: DB = BENCH MARK DISK
 LM0520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0520_STAMPING: K 45 1934
 LM0520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0520+STABILITY: SURFACE MOTION
 LM0520
 LM0520  HISTORY     - Date     Condition        Report By
 LM0520  HISTORY     - 1934     MONUMENTED       CGS
 LM0520
 LM0520                          STATION DESCRIPTION
 LM0520
 LM0520'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LM0520'10.7 MI W FROM CRAIG.
 LM0520'10.7 MILES WEST ALONG U.S. HIGHWAY 40 FROM CRAIG, MOFFAT COUNTY, 316
 LM0520'FEET WEST OF THE WEST END OF THE NORTH HEADWALL OF A 14-INCH CULVERT,
 LM0520'AND 38 FEET NORTH OF THE CENTER-LINE OF THE HIGHWAY.  A STANDARD DISK,
 LM0520'STAMPED K 45 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5518 ***********************************************************************
 DF5518  DESIGNATION -  K 450
 DF5518  PID         -  DF5518
 DF5518  STATE/COUNTY-  CO/SUMMIT
 DF5518  USGS QUAD   -  DILLON (1987)
 DF5518
 DF5518                         *CURRENT SURVEY CONTROL
 DF5518  ___________________________________________________________________
 DF5518* NAD 83(1986)-  39 39 04.     (N)    106 00 54.     (W)     SCALED    
 DF5518* NAVD 88     -      2895.678  (meters)    9500.24   (feet)  ADJUSTED  
 DF5518  ___________________________________________________________________
 DF5518  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 DF5518  DYNAMIC HT  -        2891.896 (meters)    9487.83  (feet)  COMP
 DF5518  MODELED GRAV-     979,216.3   (mgal)                       NAVD 88
 DF5518
 DF5518  VERT ORDER  -  FIRST     CLASS II
 DF5518
 DF5518.The horizontal coordinates were scaled from a topographic map and have
 DF5518.an estimated accuracy of +/- 6 seconds.
 DF5518
 DF5518.The orthometric height was determined by differential leveling
 DF5518.and adjusted by the National Geodetic Survey in November 2003..
 DF5518
 DF5518.The geoid height was determined by GEOID03.
 DF5518
 DF5518.The dynamic height is computed by dividing the NAVD 88
 DF5518.geopotential number by the normal gravity value computed on the
 DF5518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5518.degrees latitude (g = 980.6199 gals.).
 DF5518
 DF5518.The modeled gravity was interpolated from observed gravity values.
 DF5518
 DF5518;                    North         East    Units  Estimated Accuracy
 DF5518;SPC CO C     -   506,720.      870,200.      MT  (+/- 180 meters Scaled)
 DF5518
 DF5518                          SUPERSEDED SURVEY CONTROL
 DF5518
 DF5518.No superseded survey control is available for this station.
 DF5518
 DF5518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD129895(NAD 83)
 DF5518_MARKER: DV = VERTICAL CONTROL DISK
 DF5518_SETTING: 66 = SET IN ROCK OUTCROP
 DF5518_STAMPING: K 450 2001
 DF5518_MARK LOGO: NGS   
 DF5518_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5518_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF5518+STABILITY: POSITION/ELEVATION WELL
 DF5518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5518+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2001
 DF5518
 DF5518  HISTORY     - Date     Condition        Report By
 DF5518  HISTORY     - 20010904 MONUMENTED       NGS
 DF5518
 DF5518                          STATION DESCRIPTION
 DF5518
 DF5518'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5518'THE STATION IS LOCATED ABOUT 3.4 MI NORTHEAST OF SILVERTHORNE, 2.2 MI
 DF5518'NORTHEAST OF
 DF5518'DILLON  AND 1.2 MI NORTH OF TENDERFOOT MOUNTAIN, IN THE NORTHEAST 1/4
 DF5518'OF SECTION 4, T 5 S,
 DF5518'R 77 W. OWNERSHIP--U. S. FOREST SERVICE
 DF5518' 
 DF5518'TO REACH THE STATION FROM INTERSTATE 70 EXIT 205 AND STATE HIGHWAY 9
 DF5518'AND U. S. HIGHWAY 6,
 DF5518'GO EAST AND NORTHEAST ON SH 9 AND US 6 FOR 1.25 MI TO THE INTERSECTION
 DF5518'OF EVERGREEN
 DF5518'ROAD. TURN LEFT, NORTHWEST, FOR ABOUT 30 M TO THE INTERSECTION OF
 DF5518'COUNTY ROAD 51. TURN
 DF5518'RIGHT, NORTHEAST, ON COUNTY ROAD 51 FOR 0.5 MI TO THE END OF PAVED
 DF5518'ROAD. CONTINUE AHEAD
 DF5518'ON THE DIRT ROAD NORTHEAST, FOR 1.25 MI TO A PARKING AREA AND A LOCKED
 DF5518'GATE. A KEY CAN BE
 DF5518'GOTTEN FROM THE U. S. FOREST SERVICE. PASS THROUGH THE GATE, UPHILL,
 DF5518'FOR 0.5 MI TO THE
 DF5518'STATION ON THE LEFT.
 DF5518' 
 DF5518'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF THE
 DF5518'EASTERN END OF A
 DF5518'LARGE PEGMATITE ROCK OUTCROP 4.8 M BY 3.0 M BY 1.5 M HIGH, JUST ABOVE
 DF5518'A DRAINAGE DITCH IN
 DF5518'AN OPENING. IT IS 53.4 M SOUTHWEST FROM A GAS PIPELINE WARNING SIGN,
 DF5518'17.4 M
 DF5518'EAST-SOUTHEAST FROM A POWER POLE, 6.3 M WEST-NORTHWEST FROM THE CENTER
 DF5518'OF A TRACK
 DF5518'ROAD, 0.9 M EAST-SOUTHEAST FROM A WITNESS POST AND ABOUT 0.7 M ABOVE
 DF5518'THE ROAD.
 DF5518' 
 DF5518' 
 DF5518' 
 DF5518'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5498 ***********************************************************************
 DF5498  DESIGNATION -  K 451
 DF5498  PID         -  DF5498
 DF5498  STATE/COUNTY-  CO/CLEAR CREEK
 DF5498  USGS QUAD   -  LOVELAND PASS (1987)
 DF5498
 DF5498                         *CURRENT SURVEY CONTROL
 DF5498  ___________________________________________________________________
 DF5498* NAD 83(1986)-  39 40 51.     (N)    105 53 29.     (W)     SCALED    
 DF5498* NAVD 88     -      3286.025  (meters)   10780.90   (feet)  ADJUSTED  
 DF5498  ___________________________________________________________________
 DF5498  GEOID HEIGHT-         -12.32  (meters)                     GEOID03
 DF5498  DYNAMIC HT  -        3281.678 (meters)   10766.64  (feet)  COMP
 DF5498  MODELED GRAV-     979,183.2   (mgal)                       NAVD 88
 DF5498
 DF5498  VERT ORDER  -  FIRST     CLASS II
 DF5498
 DF5498.The horizontal coordinates were scaled from a topographic map and have
 DF5498.an estimated accuracy of +/- 6 seconds.
 DF5498
 DF5498.The orthometric height was determined by differential leveling
 DF5498.and adjusted by the National Geodetic Survey in November 2003..
 DF5498
 DF5498.The geoid height was determined by GEOID03.
 DF5498
 DF5498.The dynamic height is computed by dividing the NAVD 88
 DF5498.geopotential number by the normal gravity value computed on the
 DF5498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5498.degrees latitude (g = 980.6199 gals.).
 DF5498
 DF5498.The modeled gravity was interpolated from observed gravity values.
 DF5498
 DF5498;                    North         East    Units  Estimated Accuracy
 DF5498;SPC CO C     -   509,970.      880,830.      MT  (+/- 180 meters Scaled)
 DF5498
 DF5498                          SUPERSEDED SURVEY CONTROL
 DF5498
 DF5498.No superseded survey control is available for this station.
 DF5498
 DF5498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD235927(NAD 83)
 DF5498_MARKER: DV = VERTICAL CONTROL DISK
 DF5498_SETTING: 80 = SET IN A BOULDER
 DF5498_STAMPING: K 451 2001
 DF5498_MARK LOGO: NGS   
 DF5498_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5498+STABILITY: SURFACE MOTION
 DF5498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF5498+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2004
 DF5498
 DF5498  HISTORY     - Date     Condition        Report By
 DF5498  HISTORY     - 20010918 MONUMENTED       NGS
 DF5498  HISTORY     - 20040804 GOOD             NGS
 DF5498
 DF5498                          STATION DESCRIPTION
 DF5498
 DF5498'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5498'THE STATION IS LOCATED ABOUT 1.4 MI NORTHWEST OF LOVELAND PASS, 0.65
 DF5498'MI EAST-NORTHEAST
 DF5498'OF THE EAST END OF EISENHOWER MEMORIAL TUNNEL AND 0.25 MI SOUTHWEST OF
 DF5498'THE UNDERPASS
 DF5498'FOR EXIT 216 LOVELAND PASS EXIT FOR INTERSTATE 70, AT U. S. HIGHWAY 6
 DF5498'MILEPOST 229.02.
 DF5498'OWNERSHIP--LOVELAND PASS SKI RESORT.
 DF5498' 
 DF5498'TO REACH THE STATION FROM THE UNDERPASS FOR EXIT 216, LOVELAND PASS
 DF5498'EXIT FOR
 DF5498'INTERSTATE 70 AND U. S. HIGHWAY 6, GO SOUTHWEST ON U. S. HIGHWAY 6 FOR
 DF5498'0.3 MI TO THE
 DF5498'STATION ON THE LEFT.
 DF5498' 
 DF5498'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF A
 DF5498'LARGE GRANITE BOULDER
 DF5498'2.3 M BY 1.6 M BY 1.0 M HIGH. IT IS 51.4 M EAST-NORTHEAST FROM A SEWER
 DF5498'LID WITH TWO T-POSTS
 DF5498'SET NEXT TO IT, 22.6 M SOUTHEAST FROM THE CENTER LINE OF U. S. HIGHWAY
 DF5498'6, 9.5 M NORTHWEST
 DF5498'FROM THE CENTER OF A DIRT ROAD, 7.8 M SOUTHEAST FROM A POWER POLE
 DF5498'NUMBER 25, 1.2 M
 DF5498'NORTHWEST FROM A WITNESS POST, ABOUT 40 M NORTHWEST FROM SKI LIFT
 DF5498'TOWER NUMBER 7
 DF5498'AND ABOUT 3 M BELOW THE HIGHWAY.
 DF5498'
 DF5498
 DF5498                          STATION RECOVERY (2004)
 DF5498
 DF5498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 DF5498'MARK IS ABOUT 4.5 M BELOW US 6.  FOR DIVING ACCESS TO MARK GO NORTH OF
 DF5498'MARK HALF A MILE TO DIRT ROAD ON LEFT (NEAR ENTRANCE TO LOVELAND SKI
 DF5498'AREA) AND DRIVE SOUTH ALONG DIRT ROAD IN GULLEY.  THERE IS A SECOND
 DF5498'SKI LIFT TOWER NO. 7 NEAR THIS JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9167 ***********************************************************************
 DH9167  DESIGNATION -  K 452
 DH9167  PID         -  DH9167
 DH9167  STATE/COUNTY-  CO/DENVER
 DH9167  USGS QUAD   -  MONTBELLO (1994)
 DH9167
 DH9167                         *CURRENT SURVEY CONTROL
 DH9167  ___________________________________________________________________
 DH9167* NAD 83(1986)-  39 50 00.     (N)    104 46 19.     (W)     SCALED    
 DH9167* NAVD 88     -      1611.746  (meters)    5287.87   (feet)  ADJUSTED  
 DH9167  ___________________________________________________________________
 DH9167  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 DH9167  DYNAMIC HT  -        1610.237 (meters)    5282.92  (feet)  COMP
 DH9167  MODELED GRAV-     979,633.4   (mgal)                       NAVD 88
 DH9167
 DH9167  VERT ORDER  -  SECOND    CLASS I
 DH9167
 DH9167.The horizontal coordinates were scaled from a topographic map and have
 DH9167.an estimated accuracy of +/- 6 seconds.
 DH9167
 DH9167.The orthometric height was determined by differential leveling
 DH9167.and adjusted by the National Geodetic Survey in July 2006..
 DH9167
 DH9167.The geoid height was determined by GEOID03.
 DH9167
 DH9167.The dynamic height is computed by dividing the NAVD 88
 DH9167.geopotential number by the normal gravity value computed on the
 DH9167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9167.degrees latitude (g = 980.6199 gals.).
 DH9167
 DH9167.The modeled gravity was interpolated from observed gravity values.
 DH9167
 DH9167;                    North         East    Units  Estimated Accuracy
 DH9167;SPC CO C     -   527,070.      976,730.      MT  (+/- 180 meters Scaled)
 DH9167
 DH9167                          SUPERSEDED SURVEY CONTROL
 DH9167
 DH9167.No superseded survey control is available for this station.
 DH9167
 DH9167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE195092(NAD 83)
 DH9167_MARKER: DV = VERTICAL CONTROL DISK
 DH9167_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH9167_SP_SET: PIER
 DH9167_STAMPING: K 452 2002
 DH9167_MARK LOGO: NGS   
 DH9167_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH9167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9167_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH9167+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH9167
 DH9167  HISTORY     - Date     Condition        Report By
 DH9167  HISTORY     - 2002     MONUMENTED       NGS
 DH9167  HISTORY     - 2005     GOOD             WOOLPT
 DH9167
 DH9167                          STATION DESCRIPTION
 DH9167
 DH9167'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9167'DESCRIBED BY WOOLPERT, INC. 2005 (CRR)
 DH9167' 
 DH9167'THE STATION IS LOCATED 12.6 KM (7.9 MI) NORTHEAST OF THE CITY OF
 DH9167'AURORA, 8.6 KM (5.3 MI)  SOUTHWEST OF THE DIA TERMINAL, AND AT THE
 DH9167'INTERSECTION OF PENA BOULEVARD AND TOWER  ROAD.  OWNERSHIP - CITY AND
 DH9167'COUNTY OF DENVER.
 DH9167' 
 DH9167'THE STATION IS A NATIONAL GEODETIC SURVEY BRASS DISK SET VERTICALLY IN
 DH9167'THE SOUTH FACE OF  THE SOUTH COLUMN OF THE NORTHBOUND BRIDGE FOR PENA
 DH9167'BOULEVARD OVER TOWER ROAD.  IT IS  30.8 M (101.2 FT) NORTHEAST OF THE
 DH9167'DIA SIGN, 10 M (32.8 FT) WEST OF THE EAST EDGE OF TOWER  ROAD, AND 2.4
 DH9167'M (8.0 FT) EAST OF THE WEST GUARDRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0032 ***********************************************************************
 LN0032  DESIGNATION -  K 46
 LN0032  PID         -  LN0032
 LN0032  STATE/COUNTY-  CO/MOFFAT
 LN0032  USGS QUAD   -  CROSS MOUNTAIN CANYON (1986)
 LN0032
 LN0032                         *CURRENT SURVEY CONTROL
 LN0032  ___________________________________________________________________
 LN0032* NAD 83(1986)-  40 23 37.     (N)    108 21 04.     (W)     SCALED    
 LN0032* NAVD 88     -      1943.293  (meters)    6375.62   (feet)  POSTED    
 LN0032  ___________________________________________________________________
 LN0032  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 LN0032  DYNAMIC HT  -        1941.400 (meters)    6369.41  (feet)  COMP
 LN0032  MODELED GRAV-     979,582.1   (mgal)                       NAVD 88
 LN0032
 LN0032  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LN0032
 LN0032.The horizontal coordinates were scaled from a topographic map and have
 LN0032.an estimated accuracy of +/- 6 seconds.
 LN0032
 LN0032.The orthometric height was determined by differential leveling
 LN0032.and adjusted by the National Geodetic Survey in 1992..
 LN0032.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LN0032.rate of 1.1 thru 2.0 mm/km.
 LN0032
 LN0032.The geoid height was determined by GEOID03.
 LN0032
 LN0032.The dynamic height is computed by dividing the NAVD 88
 LN0032.geopotential number by the normal gravity value computed on the
 LN0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0032.degrees latitude (g = 980.6199 gals.).
 LN0032
 LN0032.The modeled gravity was interpolated from observed gravity values.
 LN0032
 LN0032;                    North         East    Units  Estimated Accuracy
 LN0032;SPC CO N     -   426,420.      672,390.      MT  (+/- 180 meters Scaled)
 LN0032
 LN0032                          SUPERSEDED SURVEY CONTROL
 LN0032
 LN0032  NGVD 29 (??/??/92) 1941.966  (m)         6371.27   (f) ADJ UNCH    1 2
 LN0032
 LN0032.Superseded values are not recommended for survey control.
 LN0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0032.See file dsdata.txt to determine how the superseded data were derived.
 LN0032
 LN0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK248748(NAD 83)
 LN0032_MARKER: DB = BENCH MARK DISK
 LN0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0032_STAMPING: K 46 1934
 LN0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0032+STABILITY: SURFACE MOTION
 LN0032
 LN0032  HISTORY     - Date     Condition        Report By
 LN0032  HISTORY     - 1934     MONUMENTED       CGS
 LN0032  HISTORY     - 1960     GOOD             USGS
 LN0032  HISTORY     - 1982     GOOD             USGS
 LN0032
 LN0032                          STATION DESCRIPTION
 LN0032
 LN0032'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 LN0032'6.6 MI E FROM ELK SPRINGS.
 LN0032'7.5 MILES EAST ALONG U. S. 40 FROM ELK SPRINGS, 0.1 MILE NORTH ALONG
 LN0032'LILY PARK ROAD, 0.8 MILE SOUTHWEST ALONG DIM TRAIL.  50 FEET NORTHEAST
 LN0032'OF THE JUNCTION OF TWO DIM TRAILS ON THE TOP OF A RIDGE, AND 37 FEET
 LN0032'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 LN0032'K 46 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LN0032
 LN0032                          STATION RECOVERY (1982)
 LN0032
 LN0032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LN0032'ELK SPRINGS, 6.3 MILES NORTHEAST ALONG U.S. HWY. 40 FROM THE STATE
 LN0032'HWY SHOP AT ELK SPRINGS, QUARTER MILE WEST OF HWY. 0.2 MILE NORTH OF
 LN0032'A FENCE, 0.1 MILE NORTHWEST OF A SMALL WOODED HILL, 80 YD. NORTH OF A
 LN0032'POWER POLE, 60 YD. NORTHWEST OF A TRACK RD. A STANDARD DISK SET IN
 LN0032'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0179 ***********************************************************************
 KL0179  DESIGNATION -  K 47
 KL0179  PID         -  KL0179
 KL0179  STATE/COUNTY-  CO/EAGLE
 KL0179  USGS QUAD   -  PANDO (1987)
 KL0179
 KL0179                         *CURRENT SURVEY CONTROL
 KL0179  ___________________________________________________________________
 KL0179* NAD 83(1986)-  39 27 19.     (N)    106 20 04.     (W)     SCALED    
 KL0179* NAVD 88     -      2805.824  (meters)    9205.44   (feet)  ADJUSTED  
 KL0179  ___________________________________________________________________
 KL0179  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 KL0179  DYNAMIC HT  -        2802.299 (meters)    9193.88  (feet)  COMP
 KL0179  MODELED GRAV-     979,269.2   (mgal)                       NAVD 88
 KL0179
 KL0179  VERT ORDER  -  FIRST     CLASS II
 KL0179
 KL0179.The horizontal coordinates were scaled from a topographic map and have
 KL0179.an estimated accuracy of +/- 6 seconds.
 KL0179
 KL0179.The orthometric height was determined by differential leveling
 KL0179.and adjusted by the National Geodetic Survey in June 1991..
 KL0179
 KL0179.The geoid height was determined by GEOID03.
 KL0179
 KL0179.The dynamic height is computed by dividing the NAVD 88
 KL0179.geopotential number by the normal gravity value computed on the
 KL0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0179.degrees latitude (g = 980.6199 gals.).
 KL0179
 KL0179.The modeled gravity was interpolated from observed gravity values.
 KL0179
 KL0179;                    North         East    Units  Estimated Accuracy
 KL0179;SPC CO C     -   485,180.      842,590.      MT  (+/- 180 meters Scaled)
 KL0179
 KL0179                          SUPERSEDED SURVEY CONTROL
 KL0179
 KL0179  NGVD 29 (??/??/92) 2804.136  (m)         9199.90   (f) ADJ UNCH    1 2
 KL0179
 KL0179.Superseded values are not recommended for survey control.
 KL0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0179.See file dsdata.txt to determine how the superseded data were derived.
 KL0179
 KL0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD851681(NAD 83)
 KL0179_MARKER: DB = BENCH MARK DISK
 KL0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0179_STAMPING: K 47 1934
 KL0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0179+STABILITY: SURFACE MOTION
 KL0179
 KL0179  HISTORY     - Date     Condition        Report By
 KL0179  HISTORY     - 1934     MONUMENTED       CGS
 KL0179  HISTORY     - 1959     MARK NOT FOUND   DOD
 KL0179
 KL0179                          STATION DESCRIPTION
 KL0179
 KL0179'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 KL0179'IN PANDO.
 KL0179'AT PANDO, EAGLE COUNTY, ON THE DENVER AND RIO GRANDE WESTERN RAILROAD,
 KL0179'17 1/2 RAILS NORTH OF THE STATION, 40 YARDS EAST OF THE STOCKYARDS
 KL0179'LOADING PLATFORM, 48 FEET NORTH OF POLE 4510, 29 FEET NORTH OF THE
 KL0179'CENTER OF THE FIRST ROAD CROSSING NORTH OF THE STATION, AND 36 FEET
 KL0179'EAST OF THE CENTERLINE OF THE NORTH-BOUND TRACK.  A STANDARD DISK,
 KL0179'STAMPED K 47 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE-- AREA
 KL0179'GRADED AND CHANGED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0020 ***********************************************************************
 JL0020  DESIGNATION -  K 5
 JL0020  PID         -  JL0020
 JL0020  STATE/COUNTY-  CO/CHAFFEE
 JL0020  USGS QUAD   -  BUENA VISTA EAST (1994)
 JL0020
 JL0020                         *CURRENT SURVEY CONTROL
 JL0020  ___________________________________________________________________
 JL0020* NAD 83(1986)-  38 45 37.     (N)    106 05 04.     (W)     SCALED    
 JL0020* NAVD 88     -      2348.861  (meters)    7706.22   (feet)  ADJUSTED  
 JL0020  ___________________________________________________________________
 JL0020  GEOID HEIGHT-         -14.25  (meters)                     GEOID03
 JL0020  DYNAMIC HT  -        2345.940 (meters)    7696.64  (feet)  COMP
 JL0020  MODELED GRAV-     979,301.0   (mgal)                       NAVD 88
 JL0020
 JL0020  VERT ORDER  -  FIRST     CLASS II
 JL0020
 JL0020.The horizontal coordinates were scaled from a topographic map and have
 JL0020.an estimated accuracy of +/- 6 seconds.
 JL0020
 JL0020.The orthometric height was determined by differential leveling
 JL0020.and adjusted by the National Geodetic Survey in June 1991..
 JL0020
 JL0020.The geoid height was determined by GEOID03.
 JL0020
 JL0020.The dynamic height is computed by dividing the NAVD 88
 JL0020.geopotential number by the normal gravity value computed on the
 JL0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0020.degrees latitude (g = 980.6199 gals.).
 JL0020
 JL0020.The modeled gravity was interpolated from observed gravity values.
 JL0020
 JL0020;                    North         East    Units  Estimated Accuracy
 JL0020;SPC CO C     -   407,860.      863,610.      MT  (+/- 180 meters Scaled)
 JL0020
 JL0020                          SUPERSEDED SURVEY CONTROL
 JL0020
 JL0020  NGVD 29 (??/??/92) 2347.342  (m)         7701.24   (f) ADJ UNCH    1 2
 JL0020
 JL0020.Superseded values are not recommended for survey control.
 JL0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0020.See file dsdata.txt to determine how the superseded data were derived.
 JL0020
 JL0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC057907(NAD 83)
 JL0020_MARKER: DB = BENCH MARK DISK
 JL0020_SETTING: 66 = SET IN ROCK OUTCROP
 JL0020_SP_SET: ROCK OUTCROP
 JL0020_STAMPING: K 5 1925
 JL0020_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0020+STABILITY: POSITION/ELEVATION WELL
 JL0020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0020+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2004
 JL0020
 JL0020  HISTORY     - Date     Condition        Report By
 JL0020  HISTORY     - 1925     MONUMENTED       CGS
 JL0020  HISTORY     - 1958     GOOD             NGS
 JL0020  HISTORY     - 20040904 GOOD             GEOCAC
 JL0020
 JL0020                          STATION DESCRIPTION
 JL0020
 JL0020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JL0020'0.9 MI NW FROM NATHROP.
 JL0020'ABOUT 0.9 MILE NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 JL0020'RAILROAD FROM THE STOCK PENS AT NATHROP, ABOUT 0.25 MILE SOUTHEAST OF
 JL0020'MILEPOST 234, IN THE TOP OF A 4 X 5 FOOT GRANITE OUTCROP, 9 RAILS
 JL0020'SOUTHEAST OF STEEL BRIDGE 233.87 OVER THE ARKANSAS RIVER, 39 1/2 FEET
 JL0020'SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 2 1/2 FEET ABOVE THE
 JL0020'GROUND.
 JL0020
 JL0020                          STATION RECOVERY (2004)
 JL0020
 JL0020'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 JL0020'RAILROAD HAS BEEN ABANDONED. RECOVERED IN GOOD CONDITION.  HANDHELD
 JL0020'GPS COORDINATES N38 45 37.6, W106 05 03.4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0296 ***********************************************************************
 KJ0296  DESIGNATION -  K 52
 KJ0296  PID         -  KJ0296
 KJ0296  STATE/COUNTY-  CO/ELBERT
 KJ0296  USGS QUAD   -  BEUCK DRAW (1970)
 KJ0296
 KJ0296                         *CURRENT SURVEY CONTROL
 KJ0296  ___________________________________________________________________
 KJ0296* NAD 83(1986)-  39 17 18.     (N)    103 56 15.     (W)     SCALED    
 KJ0296* NAVD 88     -      1740.128  (meters)    5709.07   (feet)  POSTED    
 KJ0296  ___________________________________________________________________
 KJ0296  GEOID HEIGHT-         -19.02  (meters)                     GEOID03
 KJ0296  DYNAMIC HT  -        1738.420 (meters)    5703.47  (feet)  COMP
 KJ0296  MODELED GRAV-     979,581.4   (mgal)                       NAVD 88
 KJ0296
 KJ0296  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KJ0296
 KJ0296.The horizontal coordinates were scaled from a topographic map and have
 KJ0296.an estimated accuracy of +/- 6 seconds.
 KJ0296
 KJ0296.The orthometric height was determined by differential leveling
 KJ0296.and adjusted by the National Geodetic Survey in 1992..
 KJ0296.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KJ0296.rate of 0.0 thru 1.0 mm/km.
 KJ0296
 KJ0296.The geoid height was determined by GEOID03.
 KJ0296
 KJ0296.The dynamic height is computed by dividing the NAVD 88
 KJ0296.geopotential number by the normal gravity value computed on the
 KJ0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0296.degrees latitude (g = 980.6199 gals.).
 KJ0296
 KJ0296.The modeled gravity was interpolated from observed gravity values.
 KJ0296
 KJ0296;                    North         East    Units  Estimated Accuracy
 KJ0296;SPC CO C     -   467,480.    1,049,190.      MT  (+/- 180 meters Scaled)
 KJ0296
 KJ0296                          SUPERSEDED SURVEY CONTROL
 KJ0296
 KJ0296  NGVD 29 (??/??/92) 1739.259  (m)         5706.22   (f) ADJ UNCH    2 0
 KJ0296
 KJ0296.Superseded values are not recommended for survey control.
 KJ0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0296.See file dsdata.txt to determine how the superseded data were derived.
 KJ0296
 KJ0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED916493(NAD 83)
 KJ0296_MARKER: DB = BENCH MARK DISK
 KJ0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0296_STAMPING: K 52 1934
 KJ0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0296+STABILITY: SURFACE MOTION
 KJ0296
 KJ0296  HISTORY     - Date     Condition        Report By
 KJ0296  HISTORY     - 1934     MONUMENTED       CGS
 KJ0296  HISTORY     - 1970     MARK NOT FOUND   USGS
 KJ0296
 KJ0296                          STATION DESCRIPTION
 KJ0296
 KJ0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KJ0296'8.2 MI W FROM RIVER BEND.
 KJ0296'8.2 MILES WEST ALONG STATE HIGHWAY 86 FROM RIVER BEND, ELBERT COUNTY,
 KJ0296'150 YARDS SOUTHWEST OF SOME RANCH BUILDINGS, 34 FEET WEST OF THE
 KJ0296'JUNCTION OF A ROAD LEADING EAST, 122 FEET EAST OF THE COLORADO 86
 KJ0296'SIGN, AND 60 FEET EAST OF THE CENTER OF A SMALL WASH.  A STANDARD
 KJ0296'DISK, STAMPED K 52 1934 AND SET IN THE TOP OF A CONCRETE POST.
 KJ0296
 KJ0296                          STATION RECOVERY (1970)
 KJ0296
 KJ0296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 KJ0296'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0516 ***********************************************************************
 KK0516  DESIGNATION -  K 54
 KK0516  PID         -  KK0516
 KK0516  STATE/COUNTY-  CO/ARAPAHOE
 KK0516  USGS QUAD   -  PARKER (1994)
 KK0516
 KK0516                         *CURRENT SURVEY CONTROL
 KK0516  ___________________________________________________________________
 KK0516* NAD 83(1986)-  39 36 23.     (N)    104 49 43.     (W)     SCALED    
 KK0516* NAVD 88     -      1717.603  (meters)    5635.17   (feet)  POSTED    
 KK0516  ___________________________________________________________________
 KK0516  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 KK0516  DYNAMIC HT  -        1715.920 (meters)    5629.65  (feet)  COMP
 KK0516  MODELED GRAV-     979,585.2   (mgal)                       NAVD 88
 KK0516
 KK0516  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0516
 KK0516.The horizontal coordinates were scaled from a topographic map and have
 KK0516.an estimated accuracy of +/- 6 seconds.
 KK0516
 KK0516.The orthometric height was determined by differential leveling
 KK0516.and adjusted by the National Geodetic Survey in 1992..
 KK0516.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0516.rate of 1.1 thru 2.0 mm/km.
 KK0516
 KK0516.Photographs are available for this station.
 KK0516
 KK0516.The geoid height was determined by GEOID03.
 KK0516
 KK0516.The dynamic height is computed by dividing the NAVD 88
 KK0516.geopotential number by the normal gravity value computed on the
 KK0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0516.degrees latitude (g = 980.6199 gals.).
 KK0516
 KK0516.The modeled gravity was interpolated from observed gravity values.
 KK0516
 KK0516;                    North         East    Units  Estimated Accuracy
 KK0516;SPC CO C     -   501,840.      972,060.      MT  (+/- 180 meters Scaled)
 KK0516
 KK0516                          SUPERSEDED SURVEY CONTROL
 KK0516
 KK0516  NGVD 29 (??/??/92) 1716.707  (m)         5632.23   (f) ADJ UNCH    2 0
 KK0516
 KK0516.Superseded values are not recommended for survey control.
 KK0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0516.See file dsdata.txt to determine how the superseded data were derived.
 KK0516
 KK0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED147840(NAD 83)
 KK0516_MARKER: DB = BENCH MARK DISK
 KK0516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0516_SP_SET: CONCRETE POST
 KK0516_STAMPING: K 54 1934
 KK0516_MARK LOGO: CGS   
 KK0516_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0516+STABILITY: SURFACE MOTION
 KK0516
 KK0516  HISTORY     - Date     Condition        Report By
 KK0516  HISTORY     - 1934     MONUMENTED       CGS
 KK0516  HISTORY     - 1971     GOOD             NGS
 KK0516  HISTORY     - 19910611 GOOD             USGS
 KK0516
 KK0516                          STATION DESCRIPTION
 KK0516
 KK0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0516'5.7 MI S FROM SULLIVAN.
 KK0516'5.7 MILES SOUTH ALONG THE COLORADO AND SOUTHERN RAILWAY FROM
 KK0516'SULLIVAN, ARAPAHOE COUNTY, 1.3 MILES SOUTH OF MELVIN, 0.1 MILE
 KK0516'NORTHWEST OF MILEPOST 16, 20 FEET WEST OF THE CENTERLINE OF THE
 KK0516'TRACK, AND 62 FEET EAST OF A SECONDARY ROAD PARALLELING THE
 KK0516'TRACK, A STANDARD DISK, STAMPED K 54 1934 AND SET IN THE TOP OF A
 KK0516'CONCRETE POST.
 KK0516
 KK0516                          STATION RECOVERY (1971)
 KK0516
 KK0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 KK0516'RECOVERED IN GOOD CONDITION.
 KK0516
 KK0516                          STATION RECOVERY (1991)
 KK0516
 KK0516'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 KK0516'IN T5S, R66W, SEC 19, 0.9 MI (1.45 KM) NORTH OF INTERSECTION OF S.
 KK0516'H. 88 AND JORDAN ROAD, 20 FT (6.10 M) NORTH OF OLD E-W ROAD GRADE,
 KK0516'62 FT (18.90 M) EAST OF JORDAN ROAD, 20 FT (6.10 M) W OF CENTERLINE
 KK0516'OF OLD RR GRADE, 140 FT (42.67 M) NORTH OF SOUTH BOUNDARY FENCE OF
 KK0516'CHERRY CREEK LAKE STATE RECREATION AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0306 ***********************************************************************
 KJ0306  DESIGNATION -  K 57
 KJ0306  PID         -  KJ0306
 KJ0306  STATE/COUNTY-  CO/ADAMS
 KJ0306  USGS QUAD   -  COTTONWOOD VALLEY NORTH (1973)
 KJ0306
 KJ0306                         *CURRENT SURVEY CONTROL
 KJ0306  ___________________________________________________________________
 KJ0306* NAD 83(1986)-  39 44 26.     (N)    103 52 02.     (W)     SCALED    
 KJ0306* NAVD 88     -      1510.694  (meters)    4956.34   (feet)  ADJUSTED  
 KJ0306  ___________________________________________________________________
 KJ0306  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 KJ0306  DYNAMIC HT  -        1509.341 (meters)    4951.90  (feet)  COMP
 KJ0306  MODELED GRAV-     979,677.6   (mgal)                       NAVD 88
 KJ0306
 KJ0306  VERT ORDER  -  SECOND    CLASS 0
 KJ0306
 KJ0306.The horizontal coordinates were scaled from a topographic map and have
 KJ0306.an estimated accuracy of +/- 6 seconds.
 KJ0306
 KJ0306.The orthometric height was determined by differential leveling
 KJ0306.and adjusted by the National Geodetic Survey in June 1991..
 KJ0306
 KJ0306.The geoid height was determined by GEOID03.
 KJ0306
 KJ0306.The dynamic height is computed by dividing the NAVD 88
 KJ0306.geopotential number by the normal gravity value computed on the
 KJ0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0306.degrees latitude (g = 980.6199 gals.).
 KJ0306
 KJ0306.The modeled gravity was interpolated from observed gravity values.
 KJ0306
 KJ0306;                    North         East    Units  Estimated Accuracy
 KJ0306;SPC CO N     -   351,300.    1,054,350.      MT  (+/- 180 meters Scaled)
 KJ0306
 KJ0306                          SUPERSEDED SURVEY CONTROL
 KJ0306
 KJ0306  NGVD 29 (??/??/92) 1509.902  (m)         4953.74   (f) ADJ UNCH    2 0
 KJ0306
 KJ0306.Superseded values are not recommended for survey control.
 KJ0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0306.See file dsdata.txt to determine how the superseded data were derived.
 KJ0306
 KJ0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED970995(NAD 83)
 KJ0306_MARKER: DB = BENCH MARK DISK
 KJ0306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0306_STAMPING: K 57 1935
 KJ0306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0306+STABILITY: SURFACE MOTION
 KJ0306
 KJ0306  HISTORY     - Date     Condition        Report By
 KJ0306  HISTORY     - 1935     MONUMENTED       CGS
 KJ0306  HISTORY     - 1954     GOOD             NGS
 KJ0306
 KJ0306                          STATION DESCRIPTION
 KJ0306
 KJ0306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KJ0306'14.9 MI W FROM LAST CHANCE.
 KJ0306'11.05 MILES WEST ALONG U.S. HIGHWAY 36 FROM ITS INTERSECTION WITH
 KJ0306'STATE HIGHWAY 71 AT LAST CHANCE, THENCE 3.85 MILES WEST ALONG AN
 KJ0306'ABANDONED ROAD, AT THE TOP OF A HILL, 44 FEET NORTH OF THE CENTER
 KJ0306'LINE OF AN ABANDONED ROAD, 2 FEET EAST OF A WITNESS POST, SET IN
 KJ0306'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE
 KJ0306'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0201 ***********************************************************************
 KJ0201  DESIGNATION -  K 58
 KJ0201  PID         -  KJ0201
 KJ0201  STATE/COUNTY-  CO/KIT CARSON
 KJ0201  USGS QUAD   -  FLAGLER SW (1979)
 KJ0201
 KJ0201                         *CURRENT SURVEY CONTROL
 KJ0201  ___________________________________________________________________
 KJ0201* NAD 83(1986)-  39 17 15.     (N)    103 08 15.     (W)     SCALED    
 KJ0201* NAVD 88     -      1529.451  (meters)    5017.87   (feet)  ADJUSTED  
 KJ0201  ___________________________________________________________________
 KJ0201  GEOID HEIGHT-         -21.12  (meters)                     GEOID03
 KJ0201  DYNAMIC HT  -        1528.021 (meters)    5013.18  (feet)  COMP
 KJ0201  MODELED GRAV-     979,638.5   (mgal)                       NAVD 88
 KJ0201
 KJ0201  VERT ORDER  -  SECOND    CLASS 0
 KJ0201
 KJ0201.The horizontal coordinates were scaled from a topographic map and have
 KJ0201.an estimated accuracy of +/- 6 seconds.
 KJ0201
 KJ0201.The orthometric height was determined by differential leveling
 KJ0201.and adjusted by the National Geodetic Survey in June 1991..
 KJ0201
 KJ0201.The geoid height was determined by GEOID03.
 KJ0201
 KJ0201.The dynamic height is computed by dividing the NAVD 88
 KJ0201.geopotential number by the normal gravity value computed on the
 KJ0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0201.degrees latitude (g = 980.6199 gals.).
 KJ0201
 KJ0201.The modeled gravity was interpolated from observed gravity values.
 KJ0201
 KJ0201;                    North         East    Units  Estimated Accuracy
 KJ0201;SPC CO C     -   468,880.    1,118,190.      MT  (+/- 180 meters Scaled)
 KJ0201
 KJ0201                          SUPERSEDED SURVEY CONTROL
 KJ0201
 KJ0201  NGVD 29 (??/??/92) 1528.753  (m)         5015.58   (f) ADJ UNCH    2 0
 KJ0201
 KJ0201.Superseded values are not recommended for survey control.
 KJ0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0201.See file dsdata.txt to determine how the superseded data were derived.
 KJ0201
 KJ0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD606503(NAD 83)
 KJ0201_MARKER: DB = BENCH MARK DISK
 KJ0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0201_STAMPING: K 58 1935
 KJ0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0201+STABILITY: SURFACE MOTION
 KJ0201
 KJ0201  HISTORY     - Date     Condition        Report By
 KJ0201  HISTORY     - 1935     MONUMENTED       CGS
 KJ0201  HISTORY     - 1942     GOOD             NGS
 KJ0201
 KJ0201                          STATION DESCRIPTION
 KJ0201
 KJ0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KJ0201'3.6 MI W FROM FLAGLER.
 KJ0201'3.6 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 KJ0201'FROM THE STATION AT FLAGLER, 165 FEET SOUTHWEST OF MILEPOST 501, 90
 KJ0201'FEET SOUTH OF THE CENTERLINE OF THE TRACK, 52 FEET NORTH OF THE
 KJ0201'CENTERLINE OF U.S. HIGHWAY 24, AND 2 FEET NORTH OF A FENCE.  A
 KJ0201'STANDARD DISK, STAMPED K 58 1935 AND SET IN THE TOP OF A CONCRETE
 KJ0201'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0570 ***********************************************************************
 JK0570  DESIGNATION -  K 6
 JK0570  PID         -  JK0570
 JK0570  STATE/COUNTY-  CO/FREMONT
 JK0570  USGS QUAD   -  ECHO (1980)
 JK0570
 JK0570                         *CURRENT SURVEY CONTROL
 JK0570  ___________________________________________________________________
 JK0570* NAD 83(1986)-  38 25 36.     (N)    105 33 27.     (W)     SCALED    
 JK0570* NAVD 88     -      1864.500  (meters)    6117.11   (feet)  ADJUSTED  
 JK0570  ___________________________________________________________________
 JK0570  GEOID HEIGHT-         -15.15  (meters)                     GEOID03
 JK0570  DYNAMIC HT  -        1862.349 (meters)    6110.06  (feet)  COMP
 JK0570  MODELED GRAV-     979,409.6   (mgal)                       NAVD 88
 JK0570
 JK0570  VERT ORDER  -  FIRST     CLASS II
 JK0570
 JK0570.The horizontal coordinates were scaled from a topographic map and have
 JK0570.an estimated accuracy of +/- 6 seconds.
 JK0570
 JK0570.The orthometric height was determined by differential leveling
 JK0570.and adjusted by the National Geodetic Survey in June 1991..
 JK0570
 JK0570.The geoid height was determined by GEOID03.
 JK0570
 JK0570.The dynamic height is computed by dividing the NAVD 88
 JK0570.geopotential number by the normal gravity value computed on the
 JK0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0570.degrees latitude (g = 980.6199 gals.).
 JK0570
 JK0570.The modeled gravity was interpolated from observed gravity values.
 JK0570
 JK0570;                    North         East    Units  Estimated Accuracy
 JK0570;SPC CO C     -   370,670.      909,380.      MT  (+/- 180 meters Scaled)
 JK0570
 JK0570                          SUPERSEDED SURVEY CONTROL
 JK0570
 JK0570  NGVD 29 (??/??/92) 1863.270  (m)         6113.08   (f) ADJ UNCH    1 2
 JK0570
 JK0570.Superseded values are not recommended for survey control.
 JK0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0570.See file dsdata.txt to determine how the superseded data were derived.
 JK0570
 JK0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC513533(NAD 83)
 JK0570_MARKER: DB = BENCH MARK DISK
 JK0570_SETTING: 80 = SET IN A BOULDER
 JK0570_SP_SET: BOULDER
 JK0570_STAMPING: K 6 1925 6113.150
 JK0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0570+STABILITY: SURFACE MOTION
 JK0570
 JK0570  HISTORY     - Date     Condition        Report By
 JK0570  HISTORY     - 1925     MONUMENTED       CGS
 JK0570  HISTORY     - 1953     GOOD             NGS
 JK0570  HISTORY     - 1957     MARK NOT FOUND   USGS
 JK0570
 JK0570                          STATION DESCRIPTION
 JK0570
 JK0570'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0570'2 MI NE FROM TEXAS CREEK.
 JK0570'1.95 MILES NORTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0570'RAILROAD FROM THE STATION AT TEXAS CREEK, 0.15 MILE WEST OF MILEPOST
 JK0570'182, 6 RAILS WEST OF A LARGE CONCRETE CULVERT, 220 FEET NORTH OF
 JK0570'THE NORTH RAIL, 10 FEET NORTH OF A FENCE, 4 FEET ABOVE THE GROUND,
 JK0570'SET IN THE TOP OF A 4X4 FOOT GRANITE BOULDER.  NOTE-- SEARCHED FOR
 JK0570'BUT NOT RECOVERED IN JULY 1957.  THERE IS AN EXCAVATION AND A
 JK0570'LAKE OF WATER WHERE THE MARK SHOULD BE, AND THE MARK MAY HAVE BEEN
 JK0570'DESTROYED.
 JK0570
 JK0570                          STATION RECOVERY (1957)
 JK0570
 JK0570'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 JK0570'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0122 ***********************************************************************
 LK0122  DESIGNATION -  K 60
 LK0122  PID         -  LK0122
 LK0122  STATE/COUNTY-  CO/YUMA
 LK0122  USGS QUAD   -  YUMA NORTH (1972)
 LK0122
 LK0122                         *CURRENT SURVEY CONTROL
 LK0122  ___________________________________________________________________
 LK0122* NAD 83(1986)-  40 07 31.     (N)    102 43 18.     (W)     SCALED    
 LK0122* NAVD 88     -      1260.136  (meters)    4134.30   (feet)  ADJUSTED  
 LK0122  ___________________________________________________________________
 LK0122  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 LK0122  DYNAMIC HT  -        1259.140 (meters)    4131.03  (feet)  COMP
 LK0122  MODELED GRAV-     979,791.7   (mgal)                       NAVD 88
 LK0122
 LK0122  VERT ORDER  -  SECOND    CLASS 0
 LK0122
 LK0122.The horizontal coordinates were scaled from a topographic map and have
 LK0122.an estimated accuracy of +/- 6 seconds.
 LK0122
 LK0122.The orthometric height was determined by differential leveling
 LK0122.and adjusted by the National Geodetic Survey in June 1991..
 LK0122
 LK0122.The geoid height was determined by GEOID03.
 LK0122
 LK0122.The dynamic height is computed by dividing the NAVD 88
 LK0122.geopotential number by the normal gravity value computed on the
 LK0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0122.degrees latitude (g = 980.6199 gals.).
 LK0122
 LK0122.The modeled gravity was interpolated from observed gravity values.
 LK0122
 LK0122;                    North         East    Units  Estimated Accuracy
 LK0122;SPC CO N     -   396,440.    1,151,170.      MT  (+/- 180 meters Scaled)
 LK0122
 LK0122                          SUPERSEDED SURVEY CONTROL
 LK0122
 LK0122  NGVD 29 (??/??/92) 1259.587  (m)         4132.49   (f) ADJ UNCH    2 0
 LK0122
 LK0122.Superseded values are not recommended for survey control.
 LK0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0122.See file dsdata.txt to determine how the superseded data were derived.
 LK0122
 LK0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE941441(NAD 83)
 LK0122_MARKER: DB = BENCH MARK DISK
 LK0122_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LK0122_SP_SET: GRAIN ELEVATOR
 LK0122_STAMPING: K 60 1935
 LK0122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0122
 LK0122  HISTORY     - Date     Condition        Report By
 LK0122  HISTORY     - 1935     MONUMENTED       CGS
 LK0122  HISTORY     - 1943     GOOD             NGS
 LK0122
 LK0122                          STATION DESCRIPTION
 LK0122
 LK0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 LK0122'AT YUMA.
 LK0122'AT YUMA, YUMA COUNTY, ON THE CHICAGO, BURLINGTON AND QUINCY RAILROAD,
 LK0122'450 FEET EAST OF THE STATION, IN THE NORTH FACE OF THE DENVER GRAIN
 LK0122'ELEVATOR, 53 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK, 8 FEET
 LK0122'SOUTH OF THE CENTERLINE OF A SIDE TRACK, AND 3 FEET ABOVE THE GROUND.
 LK0122'A STANDARD DISK, STAMPED K 60 1935 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0279 ***********************************************************************
 LK0279  DESIGNATION -  K 61
 LK0279  PID         -  LK0279
 LK0279  STATE/COUNTY-  CO/MORGAN
 LK0279  USGS QUAD   -  BRUSH WEST (1984)
 LK0279
 LK0279                         *CURRENT SURVEY CONTROL
 LK0279  ___________________________________________________________________
 LK0279* NAD 83(1986)-  40 15 09.     (N)    103 39 38.     (W)     SCALED    
 LK0279* NAVD 88     -      1294.872  (meters)    4248.26   (feet)  ADJUSTED  
 LK0279  ___________________________________________________________________
 LK0279  GEOID HEIGHT-         -19.63  (meters)                     GEOID03
 LK0279  DYNAMIC HT  -        1293.847 (meters)    4244.90  (feet)  COMP
 LK0279  MODELED GRAV-     979,788.4   (mgal)                       NAVD 88
 LK0279
 LK0279  VERT ORDER  -  SECOND    CLASS 0
 LK0279
 LK0279.The horizontal coordinates were scaled from a topographic map and have
 LK0279.an estimated accuracy of +/- 6 seconds.
 LK0279
 LK0279.The orthometric height was determined by differential leveling
 LK0279.and adjusted by the National Geodetic Survey in June 1991..
 LK0279
 LK0279.The geoid height was determined by GEOID03.
 LK0279
 LK0279.The dynamic height is computed by dividing the NAVD 88
 LK0279.geopotential number by the normal gravity value computed on the
 LK0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0279.degrees latitude (g = 980.6199 gals.).
 LK0279
 LK0279.The modeled gravity was interpolated from observed gravity values.
 LK0279
 LK0279;                    North         East    Units  Estimated Accuracy
 LK0279;SPC CO N     -   408,480.    1,070,880.      MT  (+/- 180 meters Scaled)
 LK0279
 LK0279                          SUPERSEDED SURVEY CONTROL
 LK0279
 LK0279  NGVD 29 (??/??/92) 1294.212  (m)         4246.09   (f) ADJ UNCH    2 0
 LK0279
 LK0279.Superseded values are not recommended for survey control.
 LK0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0279.See file dsdata.txt to determine how the superseded data were derived.
 LK0279
 LK0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE139566(NAD 83)
 LK0279_MARKER: DB = BENCH MARK DISK
 LK0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0279_STAMPING: K 61 1935
 LK0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0279+STABILITY: SURFACE MOTION
 LK0279
 LK0279  HISTORY     - Date     Condition        Report By
 LK0279  HISTORY     - 1935     MONUMENTED       CGS
 LK0279
 LK0279                          STATION DESCRIPTION
 LK0279
 LK0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LK0279'2.1 MI W FROM BRUSH.
 LK0279'2.1 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LK0279'FROM THE STATION AT BRUSH, MORGAN COUNTY, 3-1/2 POLES WEST OF
 LK0279'THE SIDING SIGN NELSON, AT A ROAD CROSSING, 110 FEET NORTH OF THE
 LK0279'TRACK, 30 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 15 FEET
 LK0279'NORTH OF A POLE.  A STANDARD DISK, STAMPED K 61 1935 AND SET IN
 LK0279'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0237 ***********************************************************************
 LL0237  DESIGNATION -  K 62
 LL0237  PID         -  LL0237
 LL0237  STATE/COUNTY-  CO/WELD
 LL0237  USGS QUAD   -  KEENESBURG (1975)
 LL0237
 LL0237                         *CURRENT SURVEY CONTROL
 LL0237  ___________________________________________________________________
 LL0237* NAD 83(1986)-  40 04 23.     (N)    104 35 57.     (W)     SCALED    
 LL0237* NAVD 88     -      1509.895  (meters)    4953.71   (feet)  POSTED    
 LL0237  ___________________________________________________________________
 LL0237  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 LL0237  DYNAMIC HT  -        1508.550 (meters)    4949.30  (feet)  COMP
 LL0237  MODELED GRAV-     979,684.5   (mgal)                       NAVD 88
 LL0237
 LL0237  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0237
 LL0237.The horizontal coordinates were scaled from a topographic map and have
 LL0237.an estimated accuracy of +/- 6 seconds.
 LL0237
 LL0237.The orthometric height was determined by differential leveling
 LL0237.and adjusted by the National Geodetic Survey in 1992..
 LL0237.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0237.rate of 0.0 thru 1.0 mm/km.
 LL0237
 LL0237.The geoid height was determined by GEOID03.
 LL0237
 LL0237.The dynamic height is computed by dividing the NAVD 88
 LL0237.geopotential number by the normal gravity value computed on the
 LL0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0237.degrees latitude (g = 980.6199 gals.).
 LL0237
 LL0237.The modeled gravity was interpolated from observed gravity values.
 LL0237
 LL0237;                    North         East    Units  Estimated Accuracy
 LL0237;SPC CO N     -   387,320.      991,240.      MT  (+/- 180 meters Scaled)
 LL0237
 LL0237                          SUPERSEDED SURVEY CONTROL
 LL0237
 LL0237  NGVD 29 (??/??/92) 1509.031  (m)         4950.88   (f) ADJ UNCH    2 0
 LL0237
 LL0237.Superseded values are not recommended for survey control.
 LL0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0237.See file dsdata.txt to determine how the superseded data were derived.
 LL0237
 LL0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE341359(NAD 83)
 LL0237_MARKER: DB = BENCH MARK DISK
 LL0237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0237_STAMPING: K 62 1934
 LL0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0237+STABILITY: SURFACE MOTION
 LL0237
 LL0237  HISTORY     - Date     Condition        Report By
 LL0237  HISTORY     - 1934     MONUMENTED       CGS
 LL0237  HISTORY     - 1979     GOOD             NGS
 LL0237
 LL0237                          STATION DESCRIPTION
 LL0237
 LL0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0237'2.3 MI E FROM HUDSON.
 LL0237'2.3 MILES EAST ALONG STATE HIGHWAY 52 FROM HUDSON, WELD COUNTY,
 LL0237'52 YARDS WEST OF A SMALL WOODEN BRIDGE, AT THE FOOT OF A SMALL
 LL0237'GRADE, 30 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 3 FEET
 LL0237'NORTH OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED K 62
 LL0237'1934 AND SET IN THE TOP OF A CONCRETE POST.
 LL0237
 LL0237                          STATION RECOVERY (1979)
 LL0237
 LL0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LL0237'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0255 ***********************************************************************
 LK0255  DESIGNATION -  K 63
 LK0255  PID         -  LK0255
 LK0255  STATE/COUNTY-  CO/WASHINGTON
 LK0255  USGS QUAD   -  BUFFALO SPRINGS RANCH NW (1984)
 LK0255
 LK0255                         *CURRENT SURVEY CONTROL
 LK0255  ___________________________________________________________________
 LK0255* NAD 83(1986)-  40 25 10.     (N)    103 13 04.     (W)     SCALED    
 LK0255* NAVD 88     -      1282.098  (meters)    4206.35   (feet)  ADJUSTED  
 LK0255  ___________________________________________________________________
 LK0255  GEOID HEIGHT-         -19.92  (meters)                     GEOID03
 LK0255  DYNAMIC HT  -        1281.109 (meters)    4203.11  (feet)  COMP
 LK0255  MODELED GRAV-     979,809.0   (mgal)                       NAVD 88
 LK0255
 LK0255  VERT ORDER  -  SECOND    CLASS 0
 LK0255
 LK0255.The horizontal coordinates were scaled from a topographic map and have
 LK0255.an estimated accuracy of +/- 6 seconds.
 LK0255
 LK0255.The orthometric height was determined by differential leveling
 LK0255.and adjusted by the National Geodetic Survey in June 1991..
 LK0255
 LK0255.The geoid height was determined by GEOID03.
 LK0255
 LK0255.The dynamic height is computed by dividing the NAVD 88
 LK0255.geopotential number by the normal gravity value computed on the
 LK0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0255.degrees latitude (g = 980.6199 gals.).
 LK0255
 LK0255.The modeled gravity was interpolated from observed gravity values.
 LK0255
 LK0255;                    North         East    Units  Estimated Accuracy
 LK0255;SPC CO N     -   427,890.    1,108,060.      MT  (+/- 180 meters Scaled)
 LK0255
 LK0255                          SUPERSEDED SURVEY CONTROL
 LK0255
 LK0255  NGVD 29 (??/??/92) 1281.493  (m)         4204.36   (f) ADJ UNCH    2 0
 LK0255
 LK0255.Superseded values are not recommended for survey control.
 LK0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0255.See file dsdata.txt to determine how the superseded data were derived.
 LK0255
 LK0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE511758(NAD 83)
 LK0255_MARKER: DB = BENCH MARK DISK
 LK0255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0255_STAMPING: K 63 1935
 LK0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0255+STABILITY: SURFACE MOTION
 LK0255
 LK0255  HISTORY     - Date     Condition        Report By
 LK0255  HISTORY     - 1935     MONUMENTED       CGS
 LK0255  HISTORY     - 1942     GOOD             NGS
 LK0255  HISTORY     - 1973     MARK NOT FOUND   USGS
 LK0255
 LK0255                          STATION DESCRIPTION
 LK0255
 LK0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LK0255'4.1 MI N FROM WAITLEY.
 LK0255'4.1 MILES NORTH ALONG STATE HIGHWAY 63 FROM WAITLEY, WASHINGTON
 LK0255'COUNTY, AT A LONG CURVE IN THE HIGHWAY, AT THE JUNCTION OF A ROAD
 LK0255'LEADING NORTHWEST, 50 FEET SOUTHWEST OF THE CENTERLINE OF THE
 LK0255'HIGHWAY, 25 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 2 FEET
 LK0255'NORTHEAST OF A FENCE LINE.  A STANDARD DISK, STAMPED K 63 1935 AND
 LK0255'SET IN THE TOP OF A CONCRETE POST.
 LK0255
 LK0255                          STATION RECOVERY (1973)
 LK0255
 LK0255'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LK0255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0336 ***********************************************************************
 HK0336  DESIGNATION -  K 64
 HK0336  PID         -  HK0336
 HK0336  STATE/COUNTY-  CO/COSTILLA
 HK0336  USGS QUAD   -  SAN ACACIO (1982)
 HK0336
 HK0336                         *CURRENT SURVEY CONTROL
 HK0336  ___________________________________________________________________
 HK0336* NAD 83(1986)-  37 10 52.     (N)    105 34 35.     (W)     SCALED    
 HK0336* NAVD 88     -      2361.639  (meters)    7748.14   (feet)  ADJUSTED  
 HK0336  ___________________________________________________________________
 HK0336  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 HK0336  DYNAMIC HT  -        2358.447 (meters)    7737.67  (feet)  COMP
 HK0336  MODELED GRAV-     979,194.5   (mgal)                       NAVD 88
 HK0336
 HK0336  VERT ORDER  -  SECOND    CLASS 0
 HK0336
 HK0336.The horizontal coordinates were scaled from a topographic map and have
 HK0336.an estimated accuracy of +/- 6 seconds.
 HK0336
 HK0336.The orthometric height was determined by differential leveling
 HK0336.and adjusted by the National Geodetic Survey in June 1991..
 HK0336
 HK0336.The geoid height was determined by GEOID03.
 HK0336
 HK0336.The dynamic height is computed by dividing the NAVD 88
 HK0336.geopotential number by the normal gravity value computed on the
 HK0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0336.degrees latitude (g = 980.6199 gals.).
 HK0336
 HK0336.The modeled gravity was interpolated from observed gravity values.
 HK0336
 HK0336;                    North         East    Units  Estimated Accuracy
 HK0336;SPC CO S     -   361,900.      907,620.      MT  (+/- 180 meters Scaled)
 HK0336
 HK0336                          SUPERSEDED SURVEY CONTROL
 HK0336
 HK0336  NGVD 29 (??/??/92) 2360.337  (m)         7743.87   (f) ADJ UNCH    2 0
 HK0336
 HK0336.Superseded values are not recommended for survey control.
 HK0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0336.See file dsdata.txt to determine how the superseded data were derived.
 HK0336
 HK0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB488151(NAD 83)
 HK0336_MARKER: DB = BENCH MARK DISK
 HK0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0336_STAMPING: K 64 1934
 HK0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0336+STABILITY: SURFACE MOTION
 HK0336
 HK0336  HISTORY     - Date     Condition        Report By
 HK0336  HISTORY     - 1934     MONUMENTED       CGS
 HK0336
 HK0336                          STATION DESCRIPTION
 HK0336
 HK0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0336'2.4 MI S FROM SAN ACACIO.
 HK0336'ABOUT 2.4 MILES SOUTH ALONG THE SAN LUIS VALLEY SOUTHERN RAILWAY
 HK0336'FROM SAN ACACIO, COSTILLA COUNTY, 63 FEET SOUTHWEST OF A ROAD
 HK0336'CROSSING, 36 FEET WEST OF THE CENTER LINE OF A HIGHWAY, AND 27 FEET
 HK0336'SOUTHEAST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED
 HK0336'K 64 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0213 ***********************************************************************
 HK0213  DESIGNATION -  K 66
 HK0213  PID         -  HK0213
 HK0213  STATE/COUNTY-  CO/LAS ANIMAS
 HK0213  USGS QUAD   -  CUCHARAS PASS (1979)
 HK0213
 HK0213                         *CURRENT SURVEY CONTROL
 HK0213  ___________________________________________________________________
 HK0213* NAD 83(1986)-  37 15 36.     (N)    105 02 30.     (W)     SCALED    
 HK0213* NAVD 88     -      2658.345  (meters)    8721.59   (feet)  ADJUSTED  
 HK0213  ___________________________________________________________________
 HK0213  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 HK0213  DYNAMIC HT  -        2654.669 (meters)    8709.53  (feet)  COMP
 HK0213  MODELED GRAV-     979,151.4   (mgal)                       NAVD 88
 HK0213
 HK0213  VERT ORDER  -  SECOND    CLASS 0
 HK0213
 HK0213.The horizontal coordinates were scaled from a topographic map and have
 HK0213.an estimated accuracy of +/- 6 seconds.
 HK0213
 HK0213.The orthometric height was determined by differential leveling
 HK0213.and adjusted by the National Geodetic Survey in June 1991..
 HK0213
 HK0213.The geoid height was determined by GEOID03.
 HK0213
 HK0213.The dynamic height is computed by dividing the NAVD 88
 HK0213.geopotential number by the normal gravity value computed on the
 HK0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0213.degrees latitude (g = 980.6199 gals.).
 HK0213
 HK0213.The modeled gravity was interpolated from observed gravity values.
 HK0213
 HK0213;                    North         East    Units  Estimated Accuracy
 HK0213;SPC CO S     -   370,750.      955,060.      MT  (+/- 180 meters Scaled)
 HK0213
 HK0213                          SUPERSEDED SURVEY CONTROL
 HK0213
 HK0213  NGVD 29 (??/??/92) 2656.974  (m)         8717.09   (f) ADJ UNCH    2 0
 HK0213
 HK0213.Superseded values are not recommended for survey control.
 HK0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0213.See file dsdata.txt to determine how the superseded data were derived.
 HK0213
 HK0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB963237(NAD 83)
 HK0213_MARKER: DB = BENCH MARK DISK
 HK0213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0213_STAMPING: K 66 1934
 HK0213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0213+STABILITY: SURFACE MOTION
 HK0213
 HK0213  HISTORY     - Date     Condition        Report By
 HK0213  HISTORY     - 1934     MONUMENTED       CGS
 HK0213
 HK0213                          STATION DESCRIPTION
 HK0213
 HK0213'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0213'20.7 MI N FROM WESTON.
 HK0213'ABOUT 20.7 MI N OF WESTON, ABOUT 9.4 MI N OF STONEWALL CAMP, ABOUT
 HK0213'30 FEET N.E. OF A SECONDARY ROAD TO THE N.W., 175 FEET W OF A WOODEN
 HK0213'BRIDGE, AND 25 FEET W OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0110 ***********************************************************************
 HK0110  DESIGNATION -  K 67
 HK0110  PID         -  HK0110
 HK0110  STATE/COUNTY-  CO/LAS ANIMAS
 HK0110  USGS QUAD   -  LITTLE PINE CANYON (1971)
 HK0110
 HK0110                         *CURRENT SURVEY CONTROL
 HK0110  ___________________________________________________________________
 HK0110* NAD 83(1986)-  37 07 13.     (N)    104 46 30.     (W)     SCALED    
 HK0110* NAVD 88     -      2016.919  (meters)    6617.18   (feet)  ADJUSTED  
 HK0110  ___________________________________________________________________
 HK0110  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 HK0110  DYNAMIC HT  -        2014.315 (meters)    6608.63  (feet)  COMP
 HK0110  MODELED GRAV-     979,268.6   (mgal)                       NAVD 88
 HK0110
 HK0110  VERT ORDER  -  SECOND    CLASS 0
 HK0110
 HK0110.The horizontal coordinates were scaled from a topographic map and have
 HK0110.an estimated accuracy of +/- 6 seconds.
 HK0110
 HK0110.The orthometric height was determined by differential leveling
 HK0110.and adjusted by the National Geodetic Survey in June 1991..
 HK0110
 HK0110.The geoid height was determined by GEOID03.
 HK0110
 HK0110.The dynamic height is computed by dividing the NAVD 88
 HK0110.geopotential number by the normal gravity value computed on the
 HK0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0110.degrees latitude (g = 980.6199 gals.).
 HK0110
 HK0110.The modeled gravity was interpolated from observed gravity values.
 HK0110
 HK0110;                    North         East    Units  Estimated Accuracy
 HK0110;SPC CO S     -   355,400.      978,830.      MT  (+/- 180 meters Scaled)
 HK0110
 HK0110                          SUPERSEDED SURVEY CONTROL
 HK0110
 HK0110.No superseded survey control is available for this station.
 HK0110
 HK0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB199082(NAD 83)
 HK0110_MARKER: DB = BENCH MARK DISK
 HK0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0110_STAMPING: K 67 1934
 HK0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0110+STABILITY: SURFACE MOTION
 HK0110
 HK0110  HISTORY     - Date     Condition        Report By
 HK0110  HISTORY     - 1934     MONUMENTED       CGS
 HK0110  HISTORY     - 1949     GOOD             NGS
 HK0110
 HK0110                          STATION DESCRIPTION
 HK0110
 HK0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 HK0110'3.5 MI W FROM VALDEZ.
 HK0110'THE MARK IS LOCATED ABOUT 4.3 MILES EAST ALONG THE COLORADO-
 HK0110'WYOMING RAILROAD FROM WESTON, LOS ANIMAS COUNTY, ABOUT 3.5 MILES
 HK0110'WEST OF VALDEZ, 18 FEET SOUTH OF THE CENTER LINE OF TRACK, 17 FEET
 HK0110'EAST OF THE CENTER LINE OF ROAD CROSSING TRACKS, A BRONZE DISK SET
 HK0110'IN TOP OF A 10X10     CONCRETE POST, PROJECTS 6 INCHES, AND IS STAMPED
 HK0110'K 67 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0076 ***********************************************************************
 HK0076  DESIGNATION -  K 68
 HK0076  PID         -  HK0076
 HK0076  STATE/COUNTY-  CO/LAS ANIMAS
 HK0076  USGS QUAD   -  ABEYTA (1971)
 HK0076
 HK0076                         *CURRENT SURVEY CONTROL
 HK0076  ___________________________________________________________________
 HK0076* NAD 83(1986)-  37 06 37.     (N)    104 12 08.     (W)     SCALED    
 HK0076* NAVD 88     -      1718.548  (meters)    5638.27   (feet)  ADJUSTED  
 HK0076  ___________________________________________________________________
 HK0076  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 HK0076  DYNAMIC HT  -        1716.517 (meters)    5631.61  (feet)  COMP
 HK0076  MODELED GRAV-     979,388.2   (mgal)                       NAVD 88
 HK0076
 HK0076  VERT ORDER  -  SECOND    CLASS 0
 HK0076
 HK0076.The horizontal coordinates were scaled from a topographic map and have
 HK0076.an estimated accuracy of +/- 6 seconds.
 HK0076
 HK0076.The orthometric height was determined by differential leveling
 HK0076.and adjusted by the National Geodetic Survey in June 1991..
 HK0076
 HK0076.The geoid height was determined by GEOID03.
 HK0076
 HK0076.The dynamic height is computed by dividing the NAVD 88
 HK0076.geopotential number by the normal gravity value computed on the
 HK0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0076.degrees latitude (g = 980.6199 gals.).
 HK0076
 HK0076.The modeled gravity was interpolated from observed gravity values.
 HK0076
 HK0076;                    North         East    Units  Estimated Accuracy
 HK0076;SPC CO S     -   354,840.    1,029,750.      MT  (+/- 180 meters Scaled)
 HK0076
 HK0076                          SUPERSEDED SURVEY CONTROL
 HK0076
 HK0076  NGVD 29 (??/??/92) 1717.632  (m)         5635.26   (f) ADJ UNCH    2 0
 HK0076
 HK0076.Superseded values are not recommended for survey control.
 HK0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0076.See file dsdata.txt to determine how the superseded data were derived.
 HK0076
 HK0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB708074(NAD 83)
 HK0076_MARKER: DB = BENCH MARK DISK
 HK0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0076_STAMPING: K 68 1934
 HK0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0076+STABILITY: SURFACE MOTION
 HK0076
 HK0076  HISTORY     - Date     Condition        Report By
 HK0076  HISTORY     - 1934     MONUMENTED       CGS
 HK0076
 HK0076                          STATION DESCRIPTION
 HK0076
 HK0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0076'9.7 MI SE FROM GARCIA.
 HK0076'ABOUT 9.7 MILES SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILWAY
 HK0076'FROM GARCIA, LAS ANIMAS COUNTY, ABOUT 90 FEET SOUTHWEST OF MILEPOST
 HK0076'238, AT THE NORTH END OF A LONG FILL, 89 FEET WEST OF THE CENTER
 HK0076'LINE OF THE TRACK, 66 FEET SOUTHWEST OF A POLE, AND 1 FOOT EAST OF
 HK0076'A FENCE LINE.  A STANDARD DISK, STAMPED K 68 1934 AND SET IN THE TOP
 HK0076'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0059 ***********************************************************************
 HK0059  DESIGNATION -  K 69
 HK0059  PID         -  HK0059
 HK0059  STATE/COUNTY-  CO/LAS ANIMAS
 HK0059  USGS QUAD   -  TYRONE (1993)
 HK0059
 HK0059                         *CURRENT SURVEY CONTROL
 HK0059  ___________________________________________________________________
 HK0059* NAD 83(1986)-  37 28 56.     (N)    104 11 49.     (W)     SCALED    
 HK0059* NAVD 88     -      1707.282  (meters)    5601.31   (feet)  ADJUSTED  
 HK0059  ___________________________________________________________________
 HK0059  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 HK0059  DYNAMIC HT  -        1705.323 (meters)    5594.88  (feet)  COMP
 HK0059  MODELED GRAV-     979,422.7   (mgal)                       NAVD 88
 HK0059
 HK0059  VERT ORDER  -  SECOND    CLASS 0
 HK0059
 HK0059.The horizontal coordinates were scaled from a topographic map and have
 HK0059.an estimated accuracy of +/- 6 seconds.
 HK0059
 HK0059.The orthometric height was determined by differential leveling
 HK0059.and adjusted by the National Geodetic Survey in June 1991..
 HK0059
 HK0059.The geoid height was determined by GEOID03.
 HK0059
 HK0059.The dynamic height is computed by dividing the NAVD 88
 HK0059.geopotential number by the normal gravity value computed on the
 HK0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0059.degrees latitude (g = 980.6199 gals.).
 HK0059
 HK0059.The modeled gravity was interpolated from observed gravity values.
 HK0059
 HK0059;                    North         East    Units  Estimated Accuracy
 HK0059;SPC CO S     -   396,120.    1,029,650.      MT  (+/- 180 meters Scaled)
 HK0059
 HK0059                          SUPERSEDED SURVEY CONTROL
 HK0059
 HK0059  NGVD 29 (??/??/92) 1706.379  (m)         5598.35   (f) ADJ UNCH    2 0
 HK0059
 HK0059.Superseded values are not recommended for survey control.
 HK0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0059.See file dsdata.txt to determine how the superseded data were derived.
 HK0059
 HK0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB710486(NAD 83)
 HK0059_MARKER: DB = BENCH MARK DISK
 HK0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0059_STAMPING: K 69 1934
 HK0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0059+STABILITY: SURFACE MOTION
 HK0059
 HK0059  HISTORY     - Date     Condition        Report By
 HK0059  HISTORY     - 1934     MONUMENTED       CGS
 HK0059  HISTORY     - 1971     GOOD             USGS
 HK0059
 HK0059                          STATION DESCRIPTION
 HK0059
 HK0059'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HK0059'2.4 MI NE FROM TYRONE.
 HK0059'ABOUT 2.4 MILES NORTHEAST ALONG THE ATCHISON, TOPEKA AND SANTA
 HK0059'FE RAILWAY FROM TYRONE, LAS ANIMAS COUNTY, ABOUT 72 FT. NORTHEAST
 HK0059'OF MILEPOST 607, ABOUT 99 FT. SOUTHEAST OF THE CENTERLINE OF THE
 HK0059'TRACK, AND 48 FT. NORTHWEST OF A FENCE.  A STANDARD DISK, STAMPED
 HK0059'K 69 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0802 ***********************************************************************
 JK0802  DESIGNATION -  K 7
 JK0802  PID         -  JK0802
 JK0802  STATE/COUNTY-  CO/CHAFFEE
 JK0802  USGS QUAD   -  SALIDA EAST (1983)
 JK0802
 JK0802                         *CURRENT SURVEY CONTROL
 JK0802  ___________________________________________________________________
 JK0802* NAD 83(1986)-  38 32 05.     (N)    105 59 56.     (W)     SCALED    
 JK0802* NAVD 88     -      2159.216  (meters)    7084.03   (feet)  ADJUSTED  
 JK0802  ___________________________________________________________________
 JK0802  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 JK0802  DYNAMIC HT  -        2156.622 (meters)    7075.52  (feet)  COMP
 JK0802  MODELED GRAV-     979,350.3   (mgal)                       NAVD 88
 JK0802
 JK0802  VERT ORDER  -  FIRST     CLASS II
 JK0802
 JK0802.The horizontal coordinates were scaled from a topographic map and have
 JK0802.an estimated accuracy of +/- 6 seconds.
 JK0802
 JK0802.The orthometric height was determined by differential leveling
 JK0802.and adjusted by the National Geodetic Survey in June 1991..
 JK0802.WARNING-Repeat measurements at this control monument indicate possible
 JK0802.vertical movement.
 JK0802
 JK0802.The geoid height was determined by GEOID03.
 JK0802
 JK0802.The dynamic height is computed by dividing the NAVD 88
 JK0802.geopotential number by the normal gravity value computed on the
 JK0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0802.degrees latitude (g = 980.6199 gals.).
 JK0802
 JK0802.The modeled gravity was interpolated from observed gravity values.
 JK0802
 JK0802;                    North         East    Units  Estimated Accuracy
 JK0802;SPC CO C     -   382,780.      870,900.      MT  (+/- 180 meters Scaled)
 JK0802
 JK0802                          SUPERSEDED SURVEY CONTROL
 JK0802
 JK0802  NGVD 29 (??/??/92) 2157.836  (m)         7079.50   (f) ADJ UNCH    1 2
 JK0802
 JK0802.Superseded values are not recommended for survey control.
 JK0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0802.See file dsdata.txt to determine how the superseded data were derived.
 JK0802
 JK0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC129656(NAD 83)
 JK0802_MARKER: DB = BENCH MARK DISK
 JK0802_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 JK0802_SP_SET: FOUNDATION
 JK0802_STAMPING: K 7 1926
 JK0802_MARK LOGO: CGS   
 JK0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0802+STABILITY: SURFACE MOTION
 JK0802
 JK0802  HISTORY     - Date     Condition        Report By
 JK0802  HISTORY     - 1926     MONUMENTED       CGS
 JK0802  HISTORY     - 1953     GOOD             NGS
 JK0802  HISTORY     - 1958     GOOD             NGS
 JK0802  HISTORY     - 1984     GOOD             NGS
 JK0802
 JK0802                          STATION DESCRIPTION
 JK0802
 JK0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0802'0.6 MI SW FROM SALIDA.
 JK0802'0.6 MILE SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN NARROW GAGE
 JK0802'RAILROAD FROM THE STATION AT SALIDA, 138 FEET NORTHWEST OF THE CENTER
 JK0802'LINE OF I STREET, 135 FEET SOUTHWEST OF THE CENTER LINE OF 5TH STREET,
 JK0802'48 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, AT THE MOST
 JK0802'WESTERLY ONE OF 4 STANDARD OIL COMPANY STORAGE TANKS, 0.6 FOOT ABOVE
 JK0802'THE GROUND, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 JK0802'CONCRETE PIER OF THE TANK.
 JK0802
 JK0802                          STATION RECOVERY (1958)
 JK0802
 JK0802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 JK0802'RECOVERED IN GOOD CONDITION.
 JK0802
 JK0802                          STATION RECOVERY (1984)
 JK0802
 JK0802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0196 ***********************************************************************
 HJ0196  DESIGNATION -  K 70
 HJ0196  PID         -  HJ0196
 HJ0196  STATE/COUNTY-  CO/OTERO
 HJ0196  USGS QUAD   -  LA JUNTA (1984)
 HJ0196
 HJ0196                         *CURRENT SURVEY CONTROL
 HJ0196  ___________________________________________________________________
 HJ0196* NAD 83(1986)-  37 57 08.     (N)    103 35 42.     (W)     SCALED    
 HJ0196* NAVD 88     -      1286.965  (meters)    4222.32   (feet)  ADJUSTED  
 HJ0196  ___________________________________________________________________
 HJ0196  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 HJ0196  DYNAMIC HT  -        1285.652 (meters)    4218.01  (feet)  COMP
 HJ0196  MODELED GRAV-     979,565.3   (mgal)                       NAVD 88
 HJ0196
 HJ0196  VERT ORDER  -  SECOND    CLASS 0
 HJ0196
 HJ0196.The horizontal coordinates were scaled from a topographic map and have
 HJ0196.an estimated accuracy of +/- 6 seconds.
 HJ0196
 HJ0196.The orthometric height was determined by differential leveling
 HJ0196.and adjusted by the National Geodetic Survey in June 1991..
 HJ0196
 HJ0196.The geoid height was determined by GEOID03.
 HJ0196
 HJ0196.The dynamic height is computed by dividing the NAVD 88
 HJ0196.geopotential number by the normal gravity value computed on the
 HJ0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0196.degrees latitude (g = 980.6199 gals.).
 HJ0196
 HJ0196.The modeled gravity was interpolated from observed gravity values.
 HJ0196
 HJ0196;                    North         East    Units  Estimated Accuracy
 HJ0196;SPC CO S     -   449,180.    1,081,810.      MT  (+/- 180 meters Scaled)
 HJ0196
 HJ0196                          SUPERSEDED SURVEY CONTROL
 HJ0196
 HJ0196  NGVD 29 (??/??/92) 1286.270  (m)         4220.04   (f) ADJ UNCH    2 0
 HJ0196
 HJ0196.Superseded values are not recommended for survey control.
 HJ0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0196.See file dsdata.txt to determine how the superseded data were derived.
 HJ0196
 HJ0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC234014(NAD 83)
 HJ0196_MARKER: DB = BENCH MARK DISK
 HJ0196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0196_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0196_STAMPING: K 70 1934
 HJ0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0196+STABILITY: SURFACE MOTION
 HJ0196
 HJ0196  HISTORY     - Date     Condition        Report By
 HJ0196  HISTORY     - 1934     MONUMENTED       CGS
 HJ0196  HISTORY     - 1965     GOOD             USGS
 HJ0196  HISTORY     - 1985     GOOD             NGS
 HJ0196
 HJ0196                          STATION DESCRIPTION
 HJ0196
 HJ0196'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 HJ0196'4.1 MI SW FROM LA JUNTA.
 HJ0196'LA JUNTA, ABOUT 4.1 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND
 HJ0196'SANTA FE RAILWAY FROM THE STATION, 4 POLES NORTHEAST OF MILEPOST 599
 HJ0196'AND 3 POLES SOUTHWEST OF A ROAD CROSSING, 98 FEET SOUTHEAST OF CENTER
 HJ0196'LINE OF THE TRACK AND 32 FEET NORTHEAST OF AN IRRIGATION DITCH.  A
 HJ0196'STANDARD DISK STAMPED K 70 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HJ0196
 HJ0196                          STATION RECOVERY (1985)
 HJ0196
 HJ0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HJ0196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0085 ***********************************************************************
 KJ0085  DESIGNATION -  K 71
 KJ0085  PID         -  KJ0085
 KJ0085  STATE/COUNTY-  CO/KIT CARSON
 KJ0085  USGS QUAD   -  BURLINGTON (1984)
 KJ0085
 KJ0085                         *CURRENT SURVEY CONTROL
 KJ0085  ___________________________________________________________________
 KJ0085* NAD 83(1986)-  39 18 17.     (N)    102 17 50.     (W)     SCALED    
 KJ0085* NAVD 88     -      1278.039  (meters)    4193.03   (feet)  ADJUSTED  
 KJ0085  ___________________________________________________________________
 KJ0085  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 KJ0085  DYNAMIC HT  -        1276.905 (meters)    4189.31  (feet)  COMP
 KJ0085  MODELED GRAV-     979,695.2   (mgal)                       NAVD 88
 KJ0085
 KJ0085  VERT ORDER  -  SECOND    CLASS 0
 KJ0085
 KJ0085.The horizontal coordinates were scaled from a topographic map and have
 KJ0085.an estimated accuracy of +/- 6 seconds.
 KJ0085
 KJ0085.The orthometric height was determined by differential leveling
 KJ0085.and adjusted by the National Geodetic Survey in June 1991..
 KJ0085
 KJ0085.The geoid height was determined by GEOID03.
 KJ0085
 KJ0085.The dynamic height is computed by dividing the NAVD 88
 KJ0085.geopotential number by the normal gravity value computed on the
 KJ0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0085.degrees latitude (g = 980.6199 gals.).
 KJ0085
 KJ0085.The modeled gravity was interpolated from observed gravity values.
 KJ0085
 KJ0085;                    North         East    Units  Estimated Accuracy
 KJ0085;SPC CO C     -   473,010.    1,190,580.      MT  (+/- 180 meters Scaled)
 KJ0085
 KJ0085                          SUPERSEDED SURVEY CONTROL
 KJ0085
 KJ0085  NGVD 29 (??/??/92) 1277.504  (m)         4191.28   (f) ADJ UNCH    2 0
 KJ0085
 KJ0085.Superseded values are not recommended for survey control.
 KJ0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0085.See file dsdata.txt to determine how the superseded data were derived.
 KJ0085
 KJ0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD330540(NAD 83)
 KJ0085_MARKER: DB = BENCH MARK DISK
 KJ0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0085_STAMPING: K 71 1935
 KJ0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0085+STABILITY: SURFACE MOTION
 KJ0085
 KJ0085  HISTORY     - Date     Condition        Report By
 KJ0085  HISTORY     - 1935     MONUMENTED       CGS
 KJ0085
 KJ0085                          STATION DESCRIPTION
 KJ0085
 KJ0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KJ0085'1.6 MI W FROM BURLINGTON.
 KJ0085'1.6 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KJ0085'RAILROAD FROM THE STATION AT BURLINGTON, MIDWAY BETWEEN POLES
 KJ0085'455+11 AND 455+12, AT A ROAD CROSSING, 47 FEET NORTH OF THE
 KJ0085'CENTERLINE OF THE TRACK, 40 FEET EAST OF THE CENTERLINE OF THE
 KJ0085'ROAD, 38 FEET NORTH OF A CATTLE GUARD, AND 4 FEET SOUTHWEST OF A
 KJ0085'FENCE CORNER.  A STANDARD DISK, STAMPED K 71 1935 AND SET IN THE
 KJ0085'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0035 ***********************************************************************
 KJ0035  DESIGNATION -  K 72
 KJ0035  PID         -  KJ0035
 KJ0035  STATE/COUNTY-  CO/YUMA
 KJ0035  USGS QUAD   -  SPRING CANYON (1968)
 KJ0035
 KJ0035                         *CURRENT SURVEY CONTROL
 KJ0035  ___________________________________________________________________
 KJ0035* NAD 83(1986)-  39 39 29.     (N)    102 29 58.     (W)     SCALED    
 KJ0035* NAVD 88     -      1261.593  (meters)    4139.08   (feet)  ADJUSTED  
 KJ0035  ___________________________________________________________________
 KJ0035  GEOID HEIGHT-         -22.18  (meters)                     GEOID03
 KJ0035  DYNAMIC HT  -        1260.536 (meters)    4135.61  (feet)  COMP
 KJ0035  MODELED GRAV-     979,744.3   (mgal)                       NAVD 88
 KJ0035
 KJ0035  VERT ORDER  -  SECOND    CLASS 0
 KJ0035
 KJ0035.The horizontal coordinates were scaled from a topographic map and have
 KJ0035.an estimated accuracy of +/- 6 seconds.
 KJ0035
 KJ0035.The orthometric height was determined by differential leveling
 KJ0035.and adjusted by the National Geodetic Survey in June 1991..
 KJ0035
 KJ0035.The geoid height was determined by GEOID03.
 KJ0035
 KJ0035.The dynamic height is computed by dividing the NAVD 88
 KJ0035.geopotential number by the normal gravity value computed on the
 KJ0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0035.degrees latitude (g = 980.6199 gals.).
 KJ0035
 KJ0035.The modeled gravity was interpolated from observed gravity values.
 KJ0035
 KJ0035;                    North         East    Units  Estimated Accuracy
 KJ0035;SPC CO N     -   345,210.    1,171,860.      MT  (+/- 180 meters Scaled)
 KJ0035
 KJ0035                          SUPERSEDED SURVEY CONTROL
 KJ0035
 KJ0035  NGVD 29 (??/??/92) 1261.042  (m)         4137.27   (f) ADJ UNCH    2 0
 KJ0035
 KJ0035.Superseded values are not recommended for survey control.
 KJ0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0035.See file dsdata.txt to determine how the superseded data were derived.
 KJ0035
 KJ0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD145927(NAD 83)
 KJ0035_MARKER: DB = BENCH MARK DISK
 KJ0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0035_STAMPING: K 72 1935
 KJ0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0035+STABILITY: SURFACE MOTION
 KJ0035
 KJ0035  HISTORY     - Date     Condition        Report By
 KJ0035  HISTORY     - 1935     MONUMENTED       CGS
 KJ0035  HISTORY     - 1968     MARK NOT FOUND   USGS
 KJ0035
 KJ0035                          STATION DESCRIPTION
 KJ0035
 KJ0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KJ0035'9.6 MI E FROM JOES.
 KJ0035'9.6 MILES EAST LONG U.S. HIGHWAY 36 FROM JOES, YUMA COUNTY, 250
 KJ0035'YARDS NORTHEAST OF AN ADOBE FARMHOUSE, AT A ROAD CROSSING, 51 FEET
 KJ0035'NORTH OF THE CENTERLINE OF THE HIGHWAY, 27 FEET WEST OF THE
 KJ0035'CENTERLINE OF THE ROAD, 27 FEET NORTH OF A FENCE CORNER, AND 1
 KJ0035'FOOT EAST OF THE FENCE.  A STANDARD DISK, STAMPED K 72 1935 AND
 KJ0035'SET IN THE TOP OF A CONCRETE POST.
 KJ0035
 KJ0035                          STATION RECOVERY (1968)
 KJ0035
 KJ0035'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KJ0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0116 ***********************************************************************
 KJ0116  DESIGNATION -  K 74
 KJ0116  PID         -  KJ0116
 KJ0116  STATE/COUNTY-  CO/KIT CARSON
 KJ0116  USGS QUAD   -  SEIBERT (1980)
 KJ0116
 KJ0116                         *CURRENT SURVEY CONTROL
 KJ0116  ___________________________________________________________________
 KJ0116* NAD 83(1986)-  39 16 18.     (N)    102 52 27.     (W)     SCALED    
 KJ0116* NAVD 88     -      1444.296  (meters)    4738.49   (feet)  ADJUSTED  
 KJ0116  ___________________________________________________________________
 KJ0116  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 KJ0116  DYNAMIC HT  -        1442.966 (meters)    4734.13  (feet)  COMP
 KJ0116  MODELED GRAV-     979,655.5   (mgal)                       NAVD 88
 KJ0116
 KJ0116  VERT ORDER  -  SECOND    CLASS 0
 KJ0116
 KJ0116.The horizontal coordinates were scaled from a topographic map and have
 KJ0116.an estimated accuracy of +/- 6 seconds.
 KJ0116
 KJ0116.The orthometric height was determined by differential leveling
 KJ0116.and adjusted by the National Geodetic Survey in June 1991..
 KJ0116
 KJ0116.The geoid height was determined by GEOID03.
 KJ0116
 KJ0116.The dynamic height is computed by dividing the NAVD 88
 KJ0116.geopotential number by the normal gravity value computed on the
 KJ0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0116.degrees latitude (g = 980.6199 gals.).
 KJ0116
 KJ0116.The modeled gravity was interpolated from observed gravity values.
 KJ0116
 KJ0116;                    North         East    Units  Estimated Accuracy
 KJ0116;SPC CO C     -   467,740.    1,140,950.      MT  (+/- 180 meters Scaled)
 KJ0116
 KJ0116                          SUPERSEDED SURVEY CONTROL
 KJ0116
 KJ0116  NGVD 29 (??/??/92) 1443.651  (m)         4736.38   (f) ADJ UNCH    2 0
 KJ0116
 KJ0116.Superseded values are not recommended for survey control.
 KJ0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0116.See file dsdata.txt to determine how the superseded data were derived.
 KJ0116
 KJ0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD833490(NAD 83)
 KJ0116_MARKER: DB = BENCH MARK DISK
 KJ0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0116_STAMPING: K 74 1935
 KJ0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0116+STABILITY: SURFACE MOTION
 KJ0116
 KJ0116  HISTORY     - Date     Condition        Report By
 KJ0116  HISTORY     - 1935     MONUMENTED       CGS
 KJ0116  HISTORY     - 1975     MARK NOT FOUND   USGS
 KJ0116
 KJ0116                          STATION DESCRIPTION
 KJ0116
 KJ0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KJ0116'2.1 MI S FROM SEIBERT.
 KJ0116'2.1 MILES SOUTH ALONG STATE HIGHWAY 59 FROM SEIBERT, KIT CARSON
 KJ0116'COUNTY, 0.2 MILE SOUTH OF A FARMHOUSE AND A RED BARN, AT A ROAD
 KJ0116'INTERSECTION, 55 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 30
 KJ0116'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 25 FEET WEST OF A FENCE
 KJ0116'CORNER, AND 1 FOOT SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED
 KJ0116'K 74 1935 AND SET IN THE TOP OF A CONCRETE POST.
 KJ0116
 KJ0116                          STATION RECOVERY (1975)
 KJ0116
 KJ0116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KJ0116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0251 ***********************************************************************
 HK0251  FBN         -  This is a Federal Base Network Control Station.
 HK0251  DESIGNATION -  K 75
 HK0251  PID         -  HK0251
 HK0251  STATE/COUNTY-  CO/COSTILLA
 HK0251  USGS QUAD   -  FORT GARLAND (1982)
 HK0251
 HK0251                         *CURRENT SURVEY CONTROL
 HK0251  ___________________________________________________________________
 HK0251* NAD 83(1992)-  37 25 39.06797(N)    105 26 41.36580(W)     ADJUSTED  
 HK0251* NAVD 88     -      2409.347  (meters)    7904.67   (feet)  ADJUSTED  
 HK0251  ___________________________________________________________________
 HK0251  X           -  -1,351,044.740 (meters)                     COMP
 HK0251  Y           -  -4,889,991.446 (meters)                     COMP
 HK0251  Z           -   3,856,633.187 (meters)                     COMP
 HK0251  LAPLACE CORR-           4.63  (seconds)                    DEFLEC99
 HK0251  ELLIP HEIGHT-        2392.81  (meters)          (09/24/02) GPS OBS
 HK0251  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 HK0251  DYNAMIC HT  -        2406.099 (meters)    7894.01  (feet)  COMP
 HK0251  MODELED GRAV-     979,195.9   (mgal)                       NAVD 88
 HK0251
 HK0251  HORZ ORDER  -  B
 HK0251  VERT ORDER  -  SECOND    CLASS 0
 HK0251  ELLP ORDER  -  THIRD     CLASS I
 HK0251
 HK0251.The horizontal coordinates were established by GPS observations
 HK0251.and adjusted by the National Geodetic Survey in May 1992..
 HK0251
 HK0251.The orthometric height was determined by differential leveling
 HK0251.and adjusted by the National Geodetic Survey in June 1991..
 HK0251.WARNING-GPS observations at this control monument resulted in a GPS
 HK0251.derived orthometric height which differed from the leveled height by
 HK0251.more than one decimeter (0.1 meter).
 HK0251
 HK0251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HK0251
 HK0251.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0251
 HK0251.The ellipsoidal height was determined by GPS observations
 HK0251.and is referenced to NAD 83.
 HK0251
 HK0251.The geoid height was determined by GEOID03.
 HK0251
 HK0251.The dynamic height is computed by dividing the NAVD 88
 HK0251.geopotential number by the normal gravity value computed on the
 HK0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0251.degrees latitude (g = 980.6199 gals.).
 HK0251
 HK0251.The modeled gravity was interpolated from observed gravity values.
 HK0251
 HK0251;                    North         East     Units Scale Factor Converg.
 HK0251;SPC CO S     -   389,244.218   919,285.373   MT  0.99997043   +0 02 01.8
 HK0251;SPC CO S     - 1,277,045.41  3,016,022.09   sFT  0.99997043   +0 02 01.8
 HK0251;UTM  13      - 4,142,392.994   460,643.911   MT  0.99961908   -0 16 13.3
 HK0251
 HK0251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0251!SPC CO S     -   0.99962465  x   0.99997043  =   0.99959509
 HK0251!UTM  13      -   0.99962465  x   0.99961908  =   0.99924387
 HK0251
 HK0251                          SUPERSEDED SURVEY CONTROL
 HK0251
 HK0251  NAD 83(1986)-  37 25 39.07062(N)    105 26 41.36953(W) AD(       ) 3
 HK0251  ELLIP H (05/26/92) 2392.82   (m)                       GP(       ) 4 1
 HK0251  NAVD 88 (09/24/02) 2409.35   (m)         7904.7    (f) LEVELING    3  
 HK0251  NAVD 88 (05/26/92) 2409.35   (m)         7904.7    (f) LEVELING    3  
 HK0251  NGVD 29 (??/??/92) 2407.971  (m)         7900.15   (f) ADJ UNCH    2 0
 HK0251
 HK0251.Superseded values are not recommended for survey control.
 HK0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0251.See file dsdata.txt to determine how the superseded data were derived.
 HK0251
 HK0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB6064442393(NAD 83)
 HK0251_MARKER: DB = BENCH MARK DISK
 HK0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0251_SP_SET: CONCRETE POST
 HK0251_STAMPING: K 75 1934
 HK0251_MARK LOGO: CGS   
 HK0251_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HK0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0251+STABILITY: SURFACE MOTION
 HK0251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HK0251+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1997
 HK0251
 HK0251  HISTORY     - Date     Condition        Report By
 HK0251  HISTORY     - 1934     MONUMENTED       CGS
 HK0251  HISTORY     - 1967     MARK NOT FOUND   USGS
 HK0251  HISTORY     - 19910602 GOOD             NGS
 HK0251  HISTORY     - 19970210 GOOD             CODOT
 HK0251
 HK0251                          STATION DESCRIPTION
 HK0251
 HK0251'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 HK0251'0.8 MI W FROM FORT GARLAND.
 HK0251'0.8 MILE WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 HK0251'FROM FORT GARLAND, 35 FEET SOUTH OF THE CENTER LINE OF A ROAD, 41
 HK0251'FEET NORTH OF THE CENTER LINE OF THE TRACK, AND 5 FEET SOUTH OF
 HK0251'A ROW OF POLES.  SET IN THE TOP OF A CONCRETE POST.
 HK0251
 HK0251                          STATION RECOVERY (1991)
 HK0251
 HK0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HK0251'STATION IS LOCATED ABOUT 1 KM (0.6 MI) WEST OF FORT GARLAND, 100 M
 HK0251'(328.1 FT) SOUTH OF US HIGHWAY 160, IN A SAGE AND CACTUS AREA, ON
 HK0251'RAILROAD RIGHT-OF-WAY, JUST EAST OF AN OLD TRACK ROAD CROSSING.
 HK0251'OWNERSHIP--DENVER AND RIO GRANDE WESTERN RAILROAD.
 HK0251'TO REACH FROM THE JUNCTION OF US HIGHWAY 160 AND STATE HIGHWAY 159 AT
 HK0251'FORT GARLAND, GO WEST ON HIGHWAY 160 FOR 0.85 MI (1.37 KM) TO THE
 HK0251'ENTRANCE TO THE FORBES BLANCA TRINCHERA ON THE RIGHT AND A TRACK ROAD
 HK0251'LEFT (AT MILE 237.45).  TURN LEFT, SOUTH, ON TRACK ROAD FOR 20 METERS
 HK0251'TO A FORK.  BEAR LEFT, SOUTHEAST, FOR 90 M (295.3 FT) TO A DIM
 HK0251'CROSSROAD PARALLELING THE TRACKS.  TURN LEFT, EAST, ON DIM ROAD FOR
 HK0251'37 M (121.4 FT) TO THE STATION ON THE RIGHT.
 HK0251'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST
 HK0251'PROJECTING 3 CM.  IT IS 12.6 M (41.3 FT) NORTH OF, AND 1 M (3.3 FT)
 HK0251'LOWER THAN THE NORTH RAIL OF TRACK, 11 M (36.1 FT) SOUTH OF THE DIM
 HK0251'ROAD CENTER, 1.0 M (3.3 FT) NORTH OF A FIBERGLASS WITNESS POST, 37.3
 HK0251'M (122.4 FT) EAST OF THE TRACK ROAD AND 35.8 M (117.5 FT)
 HK0251'EAST-NORTHEAST OF A STEEL RAILROAD PROPERTY WARNING SIGN ATTACHED TO A
 HK0251'2 M (6.6 FT) HIGH VERTICAL RAIL ON SOUTH SIDE OF TRACK.
 HK0251'DESCRIBED BY G.R.HEID
 HK0251
 HK0251                          STATION RECOVERY (1997)
 HK0251
 HK0251'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 HK0251'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0163 ***********************************************************************
 HK0163  DESIGNATION -  K 76
 HK0163  PID         -  HK0163
 HK0163  STATE/COUNTY-  CO/HUERFANO
 HK0163  USGS QUAD   -  WALSENBURG SOUTH (1963)
 HK0163
 HK0163                         *CURRENT SURVEY CONTROL
 HK0163  ___________________________________________________________________
 HK0163* NAD 83(1986)-  37 35 02.     (N)    104 51 40.     (W)     SCALED    
 HK0163* NAVD 88     -      1955.728  (meters)    6416.42   (feet)  ADJUSTED  
 HK0163  ___________________________________________________________________
 HK0163  GEOID HEIGHT-         -17.66  (meters)                     GEOID03
 HK0163  DYNAMIC HT  -        1953.356 (meters)    6408.64  (feet)  COMP
 HK0163  MODELED GRAV-     979,347.8   (mgal)                       NAVD 88
 HK0163
 HK0163  VERT ORDER  -  SECOND    CLASS 0
 HK0163
 HK0163.The horizontal coordinates were scaled from a topographic map and have
 HK0163.an estimated accuracy of +/- 6 seconds.
 HK0163
 HK0163.The orthometric height was determined by differential leveling
 HK0163.and adjusted by the National Geodetic Survey in June 1991..
 HK0163
 HK0163.The geoid height was determined by GEOID03.
 HK0163
 HK0163.The dynamic height is computed by dividing the NAVD 88
 HK0163.geopotential number by the normal gravity value computed on the
 HK0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0163.degrees latitude (g = 980.6199 gals.).
 HK0163
 HK0163.The modeled gravity was interpolated from observed gravity values.
 HK0163
 HK0163;                    North         East    Units  Estimated Accuracy
 HK0163;SPC CO S     -   406,790.      970,830.      MT  (+/- 180 meters Scaled)
 HK0163
 HK0163                          SUPERSEDED SURVEY CONTROL
 HK0163
 HK0163.No superseded survey control is available for this station.
 HK0163
 HK0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB122596(NAD 83)
 HK0163_MARKER: DB = BENCH MARK DISK
 HK0163_SETTING: 66 = SET IN ROCK OUTCROP
 HK0163_SP_SET: SANDSTONE OUTCROP
 HK0163_STAMPING: K 76 1934
 HK0163_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HK0163+STABILITY: POSITION/ELEVATION WELL
 HK0163
 HK0163  HISTORY     - Date     Condition        Report By
 HK0163  HISTORY     - 1934     MONUMENTED       CGS
 HK0163  HISTORY     - 1963     MARK NOT FOUND   USGS
 HK0163
 HK0163                          STATION DESCRIPTION
 HK0163
 HK0163'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 HK0163'5.2 MI W FROM WALSENBURG.
 HK0163'5.2 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 HK0163'WALSENBURG, 12 POLES WEST OF MILEPOST 180, 21 FEET SOUTH OF A WAGON
 HK0163'ROAD, 65 FEET NORTH OF THE CENTER LINE OF THE TRACK 5 FEET NORTH OF
 HK0163'THE RIGHT-OF-WAY FENCE, AND IN THE TOP OF THE SOUTHEAST END OF A
 HK0163'OBLONG SANDSTONE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0012 ***********************************************************************
 JK0012  DESIGNATION -  K 77
 JK0012  PID         -  JK0012
 JK0012  STATE/COUNTY-  CO/LINCOLN
 JK0012  USGS QUAD   -  RUSH (1973)
 JK0012
 JK0012                         *CURRENT SURVEY CONTROL
 JK0012  ___________________________________________________________________
 JK0012* NAD 83(1986)-  38 50 23.     (N)    104 02 09.     (W)     SCALED    
 JK0012* NAVD 88     -      1783.943  (meters)    5852.82   (feet)  ADJUSTED  
 JK0012  ___________________________________________________________________
 JK0012  GEOID HEIGHT-         -19.60  (meters)                     GEOID03
 JK0012  DYNAMIC HT  -        1782.072 (meters)    5846.68  (feet)  COMP
 JK0012  MODELED GRAV-     979,516.3   (mgal)                       NAVD 88
 JK0012
 JK0012  VERT ORDER  -  SECOND    CLASS 0
 JK0012
 JK0012.The horizontal coordinates were scaled from a topographic map and have
 JK0012.an estimated accuracy of +/- 6 seconds.
 JK0012
 JK0012.The orthometric height was determined by differential leveling
 JK0012.and adjusted by the National Geodetic Survey in June 1991..
 JK0012
 JK0012.The geoid height was determined by GEOID03.
 JK0012
 JK0012.The dynamic height is computed by dividing the NAVD 88
 JK0012.geopotential number by the normal gravity value computed on the
 JK0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0012.degrees latitude (g = 980.6199 gals.).
 JK0012
 JK0012.The modeled gravity was interpolated from observed gravity values.
 JK0012
 JK0012;                    North         East    Units  Estimated Accuracy
 JK0012;SPC CO C     -   417,540.    1,041,510.      MT  (+/- 180 meters Scaled)
 JK0012
 JK0012                          SUPERSEDED SURVEY CONTROL
 JK0012
 JK0012  NGVD 29 (??/??/92) 1783.027  (m)         5849.81   (f) ADJ UNCH    2 0
 JK0012
 JK0012.Superseded values are not recommended for survey control.
 JK0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0012.See file dsdata.txt to determine how the superseded data were derived.
 JK0012
 JK0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC836994(NAD 83)
 JK0012_MARKER: DB = BENCH MARK DISK
 JK0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0012_STAMPING: K 77 1935
 JK0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0012+STABILITY: SURFACE MOTION
 JK0012
 JK0012  HISTORY     - Date     Condition        Report By
 JK0012  HISTORY     - 1935     MONUMENTED       CGS
 JK0012  HISTORY     - 1973     MARK NOT FOUND   USGS
 JK0012
 JK0012                          STATION DESCRIPTION
 JK0012
 JK0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JK0012'10 MI E FROM YODER.
 JK0012'IN LINCOLN COUNTY, 10.0 MILES EAST ALONG STATE HIGHWAY 94 FROM
 JK0012'THE POST OFFICE AT YODER, EL PASO COUNTY, 1.0 MILE EAST OF THE
 JK0012'EL PASO-LINCOLN COUNTY LINE, AT A TRIANGLE FORMED BY THE JUNCTION
 JK0012'OF A ROAD LEADING SOUTH TO KENDRICK, 73 FEET SOUTH OF THE CENTERLINE
 JK0012'OF THE HIGHWAY, 45 FEET EAST OF THE JUNCTION, AND 5 FEET SOUTHWEST
 JK0012'OF A FENCE.  A STANDARD DISK, STAMPED K 77 1935 AND SET IN THE
 JK0012'TOP OF A CONCRETE POST.
 JK0012
 JK0012                          STATION RECOVERY (1973)
 JK0012
 JK0012'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 JK0012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0113 ***********************************************************************
 JJ0113  DESIGNATION -  K 78
 JJ0113  PID         -  JJ0113
 JJ0113  STATE/COUNTY-  CO/KIOWA
 JJ0113  USGS QUAD   -  STUART (1968)
 JJ0113
 JJ0113                         *CURRENT SURVEY CONTROL
 JJ0113  ___________________________________________________________________
 JJ0113* NAD 83(1986)-  38 28 16.     (N)    102 10 45.     (W)     SCALED    
 JJ0113* NAVD 88     -      1228.659  (meters)    4031.03   (feet)  ADJUSTED  
 JJ0113  ___________________________________________________________________
 JJ0113  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 JJ0113  DYNAMIC HT  -        1227.522 (meters)    4027.30  (feet)  COMP
 JJ0113  MODELED GRAV-     979,660.2   (mgal)                       NAVD 88
 JJ0113
 JJ0113  VERT ORDER  -  SECOND    CLASS 0
 JJ0113
 JJ0113.The horizontal coordinates were scaled from a topographic map and have
 JJ0113.an estimated accuracy of +/- 6 seconds.
 JJ0113
 JJ0113.The orthometric height was determined by differential leveling
 JJ0113.and adjusted by the National Geodetic Survey in June 1991..
 JJ0113
 JJ0113.The geoid height was determined by GEOID03.
 JJ0113
 JJ0113.The dynamic height is computed by dividing the NAVD 88
 JJ0113.geopotential number by the normal gravity value computed on the
 JJ0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0113.degrees latitude (g = 980.6199 gals.).
 JJ0113
 JJ0113.The modeled gravity was interpolated from observed gravity values.
 JJ0113
 JJ0113;                    North         East    Units  Estimated Accuracy
 JJ0113;SPC CO S     -   510,220.    1,204,140.      MT  (+/- 180 meters Scaled)
 JJ0113
 JJ0113                          SUPERSEDED SURVEY CONTROL
 JJ0113
 JJ0113  NGVD 29 (??/??/92) 1228.148  (m)         4029.35   (f) ADJ UNCH    2 0
 JJ0113
 JJ0113.Superseded values are not recommended for survey control.
 JJ0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0113.See file dsdata.txt to determine how the superseded data were derived.
 JJ0113
 JJ0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC460618(NAD 83)
 JJ0113_MARKER: DB = BENCH MARK DISK
 JJ0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0113_STAMPING: K 78 1935
 JJ0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0113+STABILITY: SURFACE MOTION
 JJ0113
 JJ0113  HISTORY     - Date     Condition        Report By
 JJ0113  HISTORY     - 1935     MONUMENTED       CGS
 JJ0113  HISTORY     - 1967     MARK NOT FOUND   NGS
 JJ0113  HISTORY     - 19951102 MARK NOT FOUND   CODOT
 JJ0113
 JJ0113                          STATION DESCRIPTION
 JJ0113
 JJ0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JJ0113'5.3 MI W FROM TOWNER.
 JJ0113'TO REACH BENCH MARK FROM THE RAILROAD STATION AT TOWNER, GO 5.3 MILES
 JJ0113'WEST ALONG THE MISSOURI PACIFIC RAILROAD TO SITE OF BENCH MARK.
 JJ0113'BENCH MARK IS AT THE EAST END OF A SMALL CUT, ABOUT 0.1 MILE EAST
 JJ0113'OF MILE POLE 752, 54.0 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 JJ0113'96, 44.0 FEET SOUTH OF AND ABOUT 1.0 FOOT BELOW THE CENTERLINE OF
 JJ0113'THE RAILROAD TRACK, 4.0 FEET NORTH OF THE RIGHT OF WAY FENCE, AND
 JJ0113'3.0 FEET WEST OF A 4 X 4 INCH WOODEN MARKER POST.  THE MONUMENT
 JJ0113'PROJECTS 0.6 FOOT.  NOTE-- ROW FENCE IS GONE, E-W TIES LACKING, NO
 JJ0113'WITNESS POST, HEAVY GROWTH OF TUMBLEWEED, NO PROJECTING BM FOUND,
 JJ0113'POSSIBLY BURIED.  A STANDARD DISK SET IN CONCRETE POST.
 JJ0113
 JJ0113                          STATION RECOVERY (1995)
 JJ0113
 JJ0113'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (PG)
 JJ0113'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0368 ***********************************************************************
 JJ0368  DESIGNATION -  K 79
 JJ0368  PID         -  JJ0368
 JJ0368  STATE/COUNTY-  CO/LINCOLN
 JJ0368  USGS QUAD   -  BARREL SPRINGS DRAW (1978)
 JJ0368
 JJ0368                         *CURRENT SURVEY CONTROL
 JJ0368  ___________________________________________________________________
 JJ0368* NAD 83(1986)-  38 43 07.     (N)    103 16 17.     (W)     SCALED    
 JJ0368* NAVD 88     -      1397.823  (meters)    4586.02   (feet)  ADJUSTED  
 JJ0368  ___________________________________________________________________
 JJ0368  GEOID HEIGHT-         -21.83  (meters)                     GEOID03
 JJ0368  DYNAMIC HT  -        1396.451 (meters)    4581.52  (feet)  COMP
 JJ0368  MODELED GRAV-     979,598.1   (mgal)                       NAVD 88
 JJ0368
 JJ0368  VERT ORDER  -  SECOND    CLASS 0
 JJ0368
 JJ0368.The horizontal coordinates were scaled from a topographic map and have
 JJ0368.an estimated accuracy of +/- 6 seconds.
 JJ0368
 JJ0368.The orthometric height was determined by differential leveling
 JJ0368.and adjusted by the National Geodetic Survey in June 1991..
 JJ0368
 JJ0368.The geoid height was determined by GEOID03.
 JJ0368
 JJ0368.The dynamic height is computed by dividing the NAVD 88
 JJ0368.geopotential number by the normal gravity value computed on the
 JJ0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0368.degrees latitude (g = 980.6199 gals.).
 JJ0368
 JJ0368.The modeled gravity was interpolated from observed gravity values.
 JJ0368
 JJ0368;                    North         East    Units  Estimated Accuracy
 JJ0368;SPC CO C     -   405,450.    1,108,190.      MT  (+/- 180 meters Scaled)
 JJ0368
 JJ0368                          SUPERSEDED SURVEY CONTROL
 JJ0368
 JJ0368  NGVD 29 (??/??/92) 1397.132  (m)         4583.76   (f) ADJ UNCH    2 0
 JJ0368
 JJ0368.Superseded values are not recommended for survey control.
 JJ0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0368.See file dsdata.txt to determine how the superseded data were derived.
 JJ0368
 JJ0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC502869(NAD 83)
 JJ0368_MARKER: DB = BENCH MARK DISK
 JJ0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0368_STAMPING: K 79 1935
 JJ0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0368+STABILITY: SURFACE MOTION
 JJ0368
 JJ0368  HISTORY     - Date     Condition        Report By
 JJ0368  HISTORY     - 1935     MONUMENTED       CGS
 JJ0368  HISTORY     - 1941     GOOD             NGS
 JJ0368  HISTORY     - 1975     GOOD             USGS
 JJ0368
 JJ0368                          STATION DESCRIPTION
 JJ0368
 JJ0368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0368'15.9 MI S FROM BOYERO.
 JJ0368'TO REACH FROM THE POST OFFICE IN BOYERO--GO 1.0 MILE SOUTHERLY
 JJ0368'ALONG STATE HIGHWAY NO.63 TO THE INTERSECTION OF STATE HIGHWAY
 JJ0368'NO.94, THENCE CONTINUE 14.9 MILES SOUTHERLY ALONG STATE HIGHWAY
 JJ0368'NO.63 TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.3 MILE
 JJ0368'NORTH OF INTERSECTION OF ROAD LEADING WESTERLY, 0.15 MILE
 JJ0368'NORTHEAST OF CROSSING OF LARGE SANDY WASH AND 66.0 FEET NORTHEAST
 JJ0368'OF THE CENTER OF INTERSECTION OF RANCH ROAD LEADING EASTERLY TO
 JJ0368'RANCH HOUSE.  IT IS ON THE OUTSIDE OF SHARP CURVE IN HIGHWAY,
 JJ0368'42.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 JJ0368'OF THE HIGHWAY AND 19.0 FEET NORTH OF THE CENTERLINE OF THE RANCH
 JJ0368'ROAD.  IT IS 28.0 FEET EAST OF A GATE POST AND FENCE CORNER,
 JJ0368'3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST AND 2.0 FEET
 JJ0368'NORTH OF FENCE.  THE MONUMENT PROJECTS 0.4 FOOT.
 JJ0368
 JJ0368                          STATION RECOVERY (1975)
 JJ0368
 JJ0368'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JJ0368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0108 ***********************************************************************
 JL0108  DESIGNATION -  K 8
 JL0108  PID         -  JL0108
 JL0108  STATE/COUNTY-  CO/SAGUACHE
 JL0108  USGS QUAD   -  SARGENTS (1964)
 JL0108
 JL0108                         *CURRENT SURVEY CONTROL
 JL0108  ___________________________________________________________________
 JL0108* NAD 83(1986)-  38 23 20.     (N)    106 27 17.     (W)     SCALED    
 JL0108* NAVD 88     -      2546.401  (meters)    8354.32   (feet)  POSTED    
 JL0108  ___________________________________________________________________
 JL0108  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 JL0108  DYNAMIC HT  -        2543.090 (meters)    8343.45  (feet)  COMP
 JL0108  MODELED GRAV-     979,235.2   (mgal)                       NAVD 88
 JL0108
 JL0108  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JL0108
 JL0108.The horizontal coordinates were scaled from a topographic map and have
 JL0108.an estimated accuracy of +/- 6 seconds.
 JL0108
 JL0108.The orthometric height was determined by differential leveling
 JL0108.and adjusted by the National Geodetic Survey in 1992..
 JL0108.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JL0108.rate of 0.0 thru 1.0 mm/km.
 JL0108
 JL0108.The geoid height was determined by GEOID03.
 JL0108
 JL0108.The dynamic height is computed by dividing the NAVD 88
 JL0108.geopotential number by the normal gravity value computed on the
 JL0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0108.degrees latitude (g = 980.6199 gals.).
 JL0108
 JL0108.The modeled gravity was interpolated from observed gravity values.
 JL0108
 JL0108;                    North         East    Units  Estimated Accuracy
 JL0108;SPC CO S     -   496,370.      830,990.      MT  (+/- 180 meters Scaled)
 JL0108
 JL0108                          SUPERSEDED SURVEY CONTROL
 JL0108
 JL0108  NGVD 29 (??/??/92) 2544.738  (m)         8348.86   (f) ADJ UNCH    1 2
 JL0108
 JL0108.Superseded values are not recommended for survey control.
 JL0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0108.See file dsdata.txt to determine how the superseded data were derived.
 JL0108
 JL0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC729499(NAD 83)
 JL0108_MARKER: DB = BENCH MARK DISK
 JL0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0108_STAMPING: 8348.861 K 8 1926
 JL0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0108+STABILITY: SURFACE MOTION
 JL0108
 JL0108  HISTORY     - Date     Condition        Report By
 JL0108  HISTORY     - 1926     MONUMENTED       CGS
 JL0108  HISTORY     - 1959     MARK NOT FOUND   USGS
 JL0108  HISTORY     - 1962     MARK NOT FOUND   USFS
 JL0108  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0108
 JL0108                          STATION DESCRIPTION
 JL0108
 JL0108'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 JL0108'2.8 MI SW FROM SARGENTS.
 JL0108'2.8 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0108'FROM THE STATION AT SARGENTS, SAGUACHE COUNTY, 325 FEET EAST OF
 JL0108'MILEPOST D-260, 275 FEET WEST OF WOODEN BRIDGE 259.91, 48 FEET
 JL0108'SOUTHWEST OF THE TRACK, 2 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE,
 JL0108'AND 1 FOOT HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED 8348.861 K
 JL0108'8 1926 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES
 JL0108'ABOVE GROUND.  NOTE-- MONUMENT MIGHT BE UNDER PILE OF BRUSH AND PEAT.
 JL0108'NOTE-- THE AREA AROUND THE PROBABLE LOCATION OF THE BENCH MARK SHOWS
 JL0108'EVIDENCE OF BULL DOZER WORK.  THE BENCH MARK IS PRESUMED TO BE
 JL0108'DESTROYED.
 JL0108
 JL0108                          STATION RECOVERY (1962)
 JL0108
 JL0108'RECOVERY NOTE BY US FOREST SERVICE 1962
 JL0108'MARK NOT FOUND.
 JL0108
 JL0108                          STATION RECOVERY (1984)
 JL0108
 JL0108'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0108'THE RAILROAD TRACK HAS BEEN REMOVED AND THE BED GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0526 ***********************************************************************
 JJ0526  DESIGNATION -  K 80
 JJ0526  PID         -  JJ0526
 JJ0526  STATE/COUNTY-  CO/CROWLEY
 JJ0526  USGS QUAD   -  LAKE HENRY (1978)
 JJ0526
 JJ0526                         *CURRENT SURVEY CONTROL
 JJ0526  ___________________________________________________________________
 JJ0526* NAD 83(1986)-  38 19 54.     (N)    103 44 29.     (W)     SCALED    
 JJ0526* NAVD 88     -      1366.325  (meters)    4482.68   (feet)  ADJUSTED  
 JJ0526  ___________________________________________________________________
 JJ0526  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 JJ0526  DYNAMIC HT  -        1364.962 (meters)    4478.21  (feet)  COMP
 JJ0526  MODELED GRAV-     979,583.6   (mgal)                       NAVD 88
 JJ0526
 JJ0526  VERT ORDER  -  SECOND    CLASS 0
 JJ0526
 JJ0526.The horizontal coordinates were scaled from a topographic map and have
 JJ0526.an estimated accuracy of +/- 6 seconds.
 JJ0526
 JJ0526.The orthometric height was determined by differential leveling
 JJ0526.and adjusted by the National Geodetic Survey in June 1991..
 JJ0526
 JJ0526.The geoid height was determined by GEOID03.
 JJ0526
 JJ0526.The dynamic height is computed by dividing the NAVD 88
 JJ0526.geopotential number by the normal gravity value computed on the
 JJ0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0526.degrees latitude (g = 980.6199 gals.).
 JJ0526
 JJ0526.The modeled gravity was interpolated from observed gravity values.
 JJ0526
 JJ0526;                    North         East    Units  Estimated Accuracy
 JJ0526;SPC CO S     -   491,040.    1,068,160.      MT  (+/- 180 meters Scaled)
 JJ0526
 JJ0526                          SUPERSEDED SURVEY CONTROL
 JJ0526
 JJ0526  NGVD 29 (??/??/92) 1365.632  (m)         4480.41   (f) ADJ UNCH    2 0
 JJ0526
 JJ0526.Superseded values are not recommended for survey control.
 JJ0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0526.See file dsdata.txt to determine how the superseded data were derived.
 JJ0526
 JJ0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC100433(NAD 83)
 JJ0526_MARKER: DB = BENCH MARK DISK
 JJ0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0526_STAMPING: K 80 1941
 JJ0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0526+STABILITY: SURFACE MOTION
 JJ0526
 JJ0526  HISTORY     - Date     Condition        Report By
 JJ0526  HISTORY     - 1941     MONUMENTED       CGS
 JJ0526  HISTORY     - 1941     GOOD             NGS
 JJ0526
 JJ0526                          STATION DESCRIPTION
 JJ0526
 JJ0526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0526'8.5 MI N FROM ORDWAY.
 JJ0526'TO REACH FROM THE POST OFFICE AT ORDWAY-- GO 0.5 MILES EAST ALONG
 JJ0526'HWY. 96 TO JCT. WITH HWY. 71, THENCE, TURN LEFT, GO 8.0 MILES NORTH
 JJ0526'ALONG HWY. 71 TO SITE OF BENCH MARK.  BENCH MARK IS 0.3 OF A MILE
 JJ0526'SOUTH OF A WHITE, WOODEN BRIDGE, 120.0 FEET NORTH EAST OF THE SOUTH
 JJ0526'END OF A 4.0 FOOT DRAIN DITCH, 90.0 FEET NORTHEAST OF THE
 JJ0526'INTERSECTION OF AN OLD SIDE ROAD, 54.0 FEET EAST OF AND APPROXIMATELY
 JJ0526'THE SAME ELEVATION AS THE CENTERLINE OF THE HWY.  A STD. DISK
 JJ0526'SET FLUSH AND HORIZONTALLY IN A CONCRETE POST, PROJECTING, 6.0
 JJ0526'INCHES ABOVE THE GROUND, 3.0 FEET WEST OF A WHITE, WOODEN, 4X4
 JJ0526'INCH MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0599 ***********************************************************************
 JJ0599  DESIGNATION -  K 81
 JJ0599  PID         -  JJ0599
 JJ0599  STATE/COUNTY-  CO/LINCOLN
 JJ0599  USGS QUAD   -  PUNKIN CENTER NW (1978)
 JJ0599
 JJ0599                         *CURRENT SURVEY CONTROL
 JJ0599  ___________________________________________________________________
 JJ0599* NAD 83(1992)-  38 55 27.87134(N)    103 42 03.68202(W)     ADJUSTED  
 JJ0599* NAVD 88     -      1630.329  (meters)    5348.84   (feet)  ADJUSTED  
 JJ0599  ___________________________________________________________________
 JJ0599  X           -  -1,177,137.837 (meters)                     COMP
 JJ0599  Y           -  -4,828,438.882 (meters)                     COMP
 JJ0599  Z           -   3,986,803.493 (meters)                     COMP
 JJ0599  LAPLACE CORR-          -5.60  (seconds)                    DEFLEC99
 JJ0599  ELLIP HEIGHT-        1610.02  (meters)          (12/03/02) GPS OBS
 JJ0599  GEOID HEIGHT-         -20.28  (meters)                     GEOID03
 JJ0599  DYNAMIC HT  -        1628.696 (meters)    5343.48  (feet)  COMP
 JJ0599  MODELED GRAV-     979,568.6   (mgal)                       NAVD 88
 JJ0599
 JJ0599  HORZ ORDER  -  FIRST
 JJ0599  VERT ORDER  -  SECOND    CLASS 0
 JJ0599  ELLP ORDER  -  FOURTH    CLASS II
 JJ0599
 JJ0599.The horizontal coordinates were established by GPS observations
 JJ0599.and adjusted by the National Geodetic Survey in October 2001..
 JJ0599
 JJ0599.The orthometric height was determined by differential leveling
 JJ0599.and adjusted by the National Geodetic Survey in June 1991..
 JJ0599
 JJ0599.Photographs are available for this station.
 JJ0599
 JJ0599.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JJ0599
 JJ0599.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0599
 JJ0599.The ellipsoidal height was determined by GPS observations
 JJ0599.and is referenced to NAD 83.
 JJ0599
 JJ0599.The geoid height was determined by GEOID03.
 JJ0599
 JJ0599.The dynamic height is computed by dividing the NAVD 88
 JJ0599.geopotential number by the normal gravity value computed on the
 JJ0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0599.degrees latitude (g = 980.6199 gals.).
 JJ0599
 JJ0599.The modeled gravity was interpolated from observed gravity values.
 JJ0599
 JJ0599;                    North         East     Units Scale Factor Converg.
 JJ0599;SPC CO C     -   427,462.059 1,070,386.981   MT  0.99994064   +1 08 04.5
 JJ0599;SPC CO C     - 1,402,431.77  3,511,761.29   sFT  0.99994064   +1 08 04.5
 JJ0599;UTM  13      - 4,309,190.240   612,602.353   MT  0.99975613   +0 48 58.4
 JJ0599
 JJ0599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0599!SPC CO C     -   0.99974746  x   0.99994064  =   0.99968811
 JJ0599!UTM  13      -   0.99974746  x   0.99975613  =   0.99950365
 JJ0599
 JJ0599                          SUPERSEDED SURVEY CONTROL
 JJ0599
 JJ0599  ELLIP H (10/01/01) 1610.02   (m)                       GP(       ) 3 2
 JJ0599  NAVD 88 (10/01/01) 1630.33   (m)         5348.8    (f) LEVELING    3  
 JJ0599  NGVD 29 (??/??/92) 1629.535  (m)         5346.23   (f) ADJ UNCH    2 0
 JJ0599
 JJ0599.Superseded values are not recommended for survey control.
 JJ0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0599.See file dsdata.txt to determine how the superseded data were derived.
 JJ0599
 JJ0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD1260209190(NAD 83)
 JJ0599_MARKER: DB = BENCH MARK DISK
 JJ0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0599_STAMPING: K 81 1935
 JJ0599_MARK LOGO: CGS   
 JJ0599_PROJECTION: PROJECTING 30 CENTIMETERS
 JJ0599_MAGNETIC: N = NO MAGNETIC MATERIAL
 JJ0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0599+STABILITY: SURFACE MOTION
 JJ0599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0599+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2001
 JJ0599
 JJ0599  HISTORY     - Date     Condition        Report By
 JJ0599  HISTORY     - 1935     MONUMENTED       CGS
 JJ0599  HISTORY     - 1974     GOOD             USGS
 JJ0599  HISTORY     - 20010503 GOOD             CODOT
 JJ0599
 JJ0599                          STATION DESCRIPTION
 JJ0599
 JJ0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JJ0599'18 MI N FROM FORDER.
 JJ0599'18.0 MI N OF FORDER P.O. ALONG ST HWY 71, ABOUT 19 FT. S. OF THE
 JJ0599'CENTER LINE OF AN UNIMPROVED ROAD RIGHT OF WAY, ABOUT 55 FT. E.
 JJ0599'OF THE CENTER LINE OF THE HWY., ABOUT 0.4 MI. S. OF A FARM HOUSE
 JJ0599'AND 21 FT. E. OF A FENCE CORNER.
 JJ0599
 JJ0599                          STATION RECOVERY (1974)
 JJ0599
 JJ0599'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0599'RECOVERED IN GOOD CONDITION.
 JJ0599
 JJ0599                          STATION RECOVERY (2001)
 JJ0599
 JJ0599'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2001 (DAS)
 JJ0599'THE STATION IS ABOUT 23.5 MILES SOUTH OF LIMON AND 5.0 MILES NORTH
 JJ0599'OF THE INTERSECTION OF STATE HIGHWAYS 94 AND 71 IN PUNKIN CENTER
 JJ0599'ON STATE HIGHWAY 71 IN THE NW 1/4 OF SECTION 17, T13S, R56W AT MILE
 JJ0599'POST 77.6. OWNERSHIP --
 JJ0599' 
 JJ0599'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 94
 JJ0599'AND STATE HIGHWAY 71, GO NORTH ON STATE HIGHWAY 71 FOR 5.0 MILES
 JJ0599'TO THE STATION ON THE RIGHT, THE STATION IS 1.6 MILES SOUTH OF A
 JJ0599'FARM HOUSE ON THE WEST SIDE OF STATE HIGHWAY 71.
 JJ0599' 
 JJ0599'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A 20 CM SQUARE
 JJ0599'CONCRETE
 JJ0599'POST PROJECTING 30 CM ABOVE THE GROUND.  IT IS 16.0 M EAST FROM THE
 JJ0599'CENTERLINE OF STATE HIGHWAY 71, 8.4 M SOUTH FROM A FENCE CORNER,
 JJ0599'0.3 M EAST FROM A BARBED-WIRE RIGHT-OF-WAY FENCE, 0.15 M WEST FROM
 JJ0599'A ORANGE CARSONITE WITNESS POST AND ABOUT 0.7 M BELOW THE GRADE
 JJ0599'OF STATE HIGHWAY 71.
 JJ0599' 
 JJ0599'D. STEWART, CDOT.
 JJ0599' 
 JJ0599' 
 JJ0599' 
 JJ0599' 
 JJ0599' 
 JJ0599'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0256 ***********************************************************************
 JJ0256  DESIGNATION -  K 82
 JJ0256  PID         -  JJ0256
 JJ0256  STATE/COUNTY-  CO/KIOWA
 JJ0256  USGS QUAD   -  CHIVINGTON (1968)
 JJ0256
 JJ0256                         *CURRENT SURVEY CONTROL
 JJ0256  ___________________________________________________________________
 JJ0256* NAD 83(1986)-  38 27 33.     (N)    102 35 54.     (W)     SCALED    
 JJ0256* NAVD 88     -      1222.390  (meters)    4010.46   (feet)  ADJUSTED  
 JJ0256  ___________________________________________________________________
 JJ0256  GEOID HEIGHT-         -22.87  (meters)                     GEOID03
 JJ0256  DYNAMIC HT  -        1221.247 (meters)    4006.71  (feet)  COMP
 JJ0256  MODELED GRAV-     979,651.2   (mgal)                       NAVD 88
 JJ0256
 JJ0256  VERT ORDER  -  SECOND    CLASS 0
 JJ0256
 JJ0256.The horizontal coordinates were scaled from a topographic map and have
 JJ0256.an estimated accuracy of +/- 6 seconds.
 JJ0256
 JJ0256.The orthometric height was determined by differential leveling
 JJ0256.and adjusted by the National Geodetic Survey in June 1991..
 JJ0256
 JJ0256.The geoid height was determined by GEOID03.
 JJ0256
 JJ0256.The dynamic height is computed by dividing the NAVD 88
 JJ0256.geopotential number by the normal gravity value computed on the
 JJ0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0256.degrees latitude (g = 980.6199 gals.).
 JJ0256
 JJ0256.The modeled gravity was interpolated from observed gravity values.
 JJ0256
 JJ0256;                    North         East    Units  Estimated Accuracy
 JJ0256;SPC CO S     -   507,680.    1,167,630.      MT  (+/- 180 meters Scaled)
 JJ0256
 JJ0256                          SUPERSEDED SURVEY CONTROL
 JJ0256
 JJ0256  NGVD 29 (??/??/92) 1221.853  (m)         4008.70   (f) ADJ UNCH    2 0
 JJ0256
 JJ0256.Superseded values are not recommended for survey control.
 JJ0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0256.See file dsdata.txt to determine how the superseded data were derived.
 JJ0256
 JJ0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC095594(NAD 83)
 JJ0256_MARKER: DB = BENCH MARK DISK
 JJ0256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0256_SP_SET: CULVERT
 JJ0256_STAMPING: K 82 1935
 JJ0256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0256
 JJ0256  HISTORY     - Date     Condition        Report By
 JJ0256  HISTORY     - 1935     MONUMENTED       CGS
 JJ0256  HISTORY     - 1941     GOOD             NGS
 JJ0256
 JJ0256                          STATION DESCRIPTION
 JJ0256
 JJ0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0256'9.9 MI E FROM EADS.
 JJ0256'TO REACH BENCH MARK FROM THE RAILROAD STATION AT EADS, GO 9.9
 JJ0256'MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD TO SITE OF
 JJ0256'BENCH MARK.  BENCH MARK IS AT MILEAGE ABOUT 775.9, SET
 JJ0256'HORIZONTALLY IN THE TOP OF THE WEST END OF THE SOUTH HEADWALL OF
 JJ0256'A CONCRETE CULVERT, 20.0 FEET SOUTH OF AND ABOUT 5.0 FEET BELOW
 JJ0256'THE CENTERLINE OF THE RAILROAD TRACK.  A STANDARD DISK SET IN
 JJ0256'DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0450 ***********************************************************************
 JJ0450  CBN         -  This is a Cooperative Base Network Control Station.
 JJ0450  DESIGNATION -  K 83
 JJ0450  PID         -  JJ0450
 JJ0450  STATE/COUNTY-  CO/KIOWA
 JJ0450  USGS QUAD   -  ARLINGTON NE (1974)
 JJ0450
 JJ0450                         *CURRENT SURVEY CONTROL
 JJ0450  ___________________________________________________________________
 JJ0450* NAD 83(1992)-  38 23 03.45650(N)    103 18 50.90048(W)     ADJUSTED  
 JJ0450* NAVD 88     -      1315.485  (meters)    4315.89   (feet)  ADJUSTED  
 JJ0450  ___________________________________________________________________
 JJ0450  X           -  -1,153,077.229 (meters)                     COMP
 JJ0450  Y           -  -4,872,488.902 (meters)                     COMP
 JJ0450  Z           -   3,939,772.572 (meters)                     COMP
 JJ0450  LAPLACE CORR-          -2.59  (seconds)                    DEFLEC99
 JJ0450  ELLIP HEIGHT-        1293.30  (meters)          (10/21/02) GPS OBS
 JJ0450  GEOID HEIGHT-         -22.24  (meters)                     GEOID03
 JJ0450  DYNAMIC HT  -        1314.186 (meters)    4311.63  (feet)  COMP
 JJ0450  MODELED GRAV-     979,596.2   (mgal)                       NAVD 88
 JJ0450
 JJ0450  HORZ ORDER  -  B
 JJ0450  VERT ORDER  -  SECOND    CLASS 0
 JJ0450  ELLP ORDER  -  FOURTH    CLASS II
 JJ0450
 JJ0450.The horizontal coordinates were established by GPS observations
 JJ0450.and adjusted by the National Geodetic Survey in May 1992..
 JJ0450
 JJ0450.The orthometric height was determined by differential leveling
 JJ0450.and adjusted by the National Geodetic Survey in June 1991..
 JJ0450
 JJ0450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JJ0450
 JJ0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0450
 JJ0450.The ellipsoidal height was determined by GPS observations
 JJ0450.and is referenced to NAD 83.
 JJ0450
 JJ0450.The geoid height was determined by GEOID03.
 JJ0450
 JJ0450.The dynamic height is computed by dividing the NAVD 88
 JJ0450.geopotential number by the normal gravity value computed on the
 JJ0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0450.degrees latitude (g = 980.6199 gals.).
 JJ0450
 JJ0450.The modeled gravity was interpolated from observed gravity values.
 JJ0450
 JJ0450;                    North         East     Units Scale Factor Converg.
 JJ0450;SPC CO S     -   497,669.649 1,105,366.107   MT  0.99999142   +1 20 26.7
 JJ0450;SPC CO S     - 1,632,771.17  3,626,521.97   sFT  0.99999142   +1 20 26.7
 JJ0450;UTM  13      - 4,249,799.879   647,243.274   MT  0.99986700   +1 02 49.2
 JJ0450
 JJ0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0450!SPC CO S     -   0.99979711  x   0.99999142  =   0.99978853
 JJ0450!UTM  13      -   0.99979711  x   0.99986700  =   0.99966414
 JJ0450
 JJ0450                          SUPERSEDED SURVEY CONTROL
 JJ0450
 JJ0450  NAD 83(1986)-  38 23 03.44988(N)    103 18 50.89526(W) AD(       ) 3
 JJ0450  ELLIP H (05/26/92) 1293.29   (m)                       GP(       ) 4 1
 JJ0450  NAVD 88 (01/17/97) 1315.48   (m)         4315.9    (f) LEVELING    3  
 JJ0450  NAVD 88 (05/26/92) 1315.49   (m)         4315.9    (f) LEVELING    3  
 JJ0450  NGVD 29 (??/??/92) 1314.833  (m)         4313.75   (f) ADJ UNCH    2 0
 JJ0450
 JJ0450.Superseded values are not recommended for survey control.
 JJ0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0450.See file dsdata.txt to determine how the superseded data were derived.
 JJ0450
 JJ0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC4724349800(NAD 83)
 JJ0450_MARKER: DB = BENCH MARK DISK
 JJ0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0450_SP_SET: CONCRETE POST
 JJ0450_STAMPING: K 83 1935
 JJ0450_MARK LOGO: CGS   
 JJ0450_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JJ0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0450+STABILITY: SURFACE MOTION
 JJ0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0450+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1995
 JJ0450
 JJ0450  HISTORY     - Date     Condition        Report By
 JJ0450  HISTORY     - 1935     MONUMENTED       CGS
 JJ0450  HISTORY     - 1941     GOOD             NGS
 JJ0450  HISTORY     - 19910413 GOOD             NGS
 JJ0450  HISTORY     - 19950105 GOOD             CODOT
 JJ0450
 JJ0450                          STATION DESCRIPTION
 JJ0450
 JJ0450'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0450'27.9 MI E FROM ORDWAY.
 JJ0450'IN KIOWA COUNTY, 27.9 MILES EAST ALONG THE MISSOURI PACIFIC
 JJ0450'RAILROAD FROM THE STATION AT ORDWAY, CROWLEY COUNTY, 0.3 MILE EAST OF
 JJ0450'MILEPOST 818, 50 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 96,
 JJ0450'41 FEET EAST OF THE CENTERLINE OF THE TRACK, 7 FEET NORTH OF A
 JJ0450'FENCE LINE, 3 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL
 JJ0450'WITH THE HIGHWAY.  A STANDARD DISK, STAMPED K 83 1935 AND SET IN
 JJ0450'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 JJ0450
 JJ0450                          STATION RECOVERY (1991)
 JJ0450
 JJ0450'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JJ0450'STATION IS LOCATED ABOUT 45 KM (28.0 MI) WEST-SOUTHWEST OF EADS, 15 KM
 JJ0450'(9.3 MI) SOUTHWEST OF HASWELL, 6 KM (3.7 MI) NORTH-NORTHEAST OF
 JJ0450'ARLINGTON, ALONG STATE HIGHWAY 96 AT MILE 134.4, ON THE RIGHT-OF WAY,
 JJ0450'IN WEST CENTRAL SECTION 23, T 19 S, R 53 W.  OWNERSHIP--STATE
 JJ0450'DEPARTMENT OF TRANSPORTATION.
 JJ0450'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 96 AND MAIN STREET AT
 JJ0450'HASWELL, GO SOUTHWEST ON HIGHWAY 96 FOR 11.80 KM (7.33 MI) TO A DIRT
 JJ0450'ROAD LEFT AT MILEPOST 137.  CONTINUE AHEAD FOR 3.79 KM (2.35 MI) TO A
 JJ0450'RAILROAD SIGNAL BOX.  CONTINUE AHEAD FOR 0.45 KM (0.28 MI) TO THE
 JJ0450'STATION ON THE RIGHT.
 JJ0450'STATION MARK IS SET IN THE TOP OF A 20-CM SQUARE CONCRETE POST
 JJ0450'PROJECTING 30 CM.  IT IS 15.0 M (49.2 FT) NORTHWEST OF, AND 1.5 M
 JJ0450'(4.9 FT) LOWER THAN THE HIGHWAY CENTER, 11.7 M (38.4 FT) SOUTHEAST OF
 JJ0450'THE SOUTHEAST RAIL OF RAILROAD TRACK AND 0.7 M (2.3 FT) SOUTHEAST OF
 JJ0450'A FIBERGLASS WITNESS POST.
 JJ0450'DESCRIBED BY G.R.HEID
 JJ0450
 JJ0450                          STATION RECOVERY (1995)
 JJ0450
 JJ0450'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (MEL)
 JJ0450'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0336 ***********************************************************************
 JJ0336  DESIGNATION -  K 84
 JJ0336  PID         -  JJ0336
 JJ0336  STATE/COUNTY-  CO/LINCOLN
 JJ0336  USGS QUAD   -  BECKMAN LAKE (1978)
 JJ0336
 JJ0336                         *CURRENT SURVEY CONTROL
 JJ0336  ___________________________________________________________________
 JJ0336* NAD 83(1986)-  38 55 24.     (N)    103 30 57.     (W)     SCALED    
 JJ0336* NAVD 88     -      1545.139  (meters)    5069.34   (feet)  ADJUSTED  
 JJ0336  ___________________________________________________________________
 JJ0336  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 JJ0336  DYNAMIC HT  -        1543.625 (meters)    5064.38  (feet)  COMP
 JJ0336  MODELED GRAV-     979,593.5   (mgal)                       NAVD 88
 JJ0336
 JJ0336  VERT ORDER  -  SECOND    CLASS 0
 JJ0336
 JJ0336.The horizontal coordinates were scaled from a topographic map and have
 JJ0336.an estimated accuracy of +/- 6 seconds.
 JJ0336
 JJ0336.The orthometric height was determined by differential leveling
 JJ0336.and adjusted by the National Geodetic Survey in June 1991..
 JJ0336
 JJ0336.The geoid height was determined by GEOID03.
 JJ0336
 JJ0336.The dynamic height is computed by dividing the NAVD 88
 JJ0336.geopotential number by the normal gravity value computed on the
 JJ0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0336.degrees latitude (g = 980.6199 gals.).
 JJ0336
 JJ0336.The modeled gravity was interpolated from observed gravity values.
 JJ0336
 JJ0336;                    North         East    Units  Estimated Accuracy
 JJ0336;SPC CO C     -   427,680.    1,086,450.      MT  (+/- 180 meters Scaled)
 JJ0336
 JJ0336                          SUPERSEDED SURVEY CONTROL
 JJ0336
 JJ0336  NGVD 29 (??/??/92) 1544.398  (m)         5066.91   (f) ADJ UNCH    2 0
 JJ0336
 JJ0336.Superseded values are not recommended for survey control.
 JJ0336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0336.See file dsdata.txt to determine how the superseded data were derived.
 JJ0336
 JJ0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD286093(NAD 83)
 JJ0336_MARKER: DB = BENCH MARK DISK
 JJ0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0336_STAMPING: K 84 1935
 JJ0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0336+STABILITY: SURFACE MOTION
 JJ0336
 JJ0336  HISTORY     - Date     Condition        Report By
 JJ0336  HISTORY     - 1935     MONUMENTED       CGS
 JJ0336  HISTORY     - 1974     GOOD             USGS
 JJ0336
 JJ0336                          STATION DESCRIPTION
 JJ0336
 JJ0336'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JJ0336'14.3 MI W FROM BOYERO.
 JJ0336'14.3 MILES WEST ALONG STATE HIGHWAY 94 FROM A CROSSING OF THE
 JJ0336'UNION PACIFIC RAILROAD AT BOYERO, AT A FARMHOUSE, 55 FEET WEST OF
 JJ0336'THE CENTERLINE OF THE HIGHWAY, 80 FEET NORTH OF A HOUSE, 5 FEET
 JJ0336'EAST OF A FENCE CORNER, AND 1-1/2 FEET NORTH OF A FENCE.  A
 JJ0336'STANDARD DISK, STAMPED K 84 1935 AND SET IN THE TOP OF A CONCRETE
 JJ0336'POST.
 JJ0336
 JJ0336                          STATION RECOVERY (1974)
 JJ0336
 JJ0336'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0336'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0144 ***********************************************************************
 HJ0144  DESIGNATION -  K 85
 HJ0144  PID         -  HJ0144
 HJ0144  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0144  USGS QUAD   -  MINERS PEAK (1972)
 HJ0144
 HJ0144                         *CURRENT SURVEY CONTROL
 HJ0144  ___________________________________________________________________
 HJ0144* NAD 83(1986)-  37 09 59.     (N)    103 42 29.     (W)     SCALED    
 HJ0144* NAVD 88     -      1738.761  (meters)    5704.59   (feet)  ADJUSTED  
 HJ0144  ___________________________________________________________________
 HJ0144  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 HJ0144  DYNAMIC HT  -        1736.725 (meters)    5697.91  (feet)  COMP
 HJ0144  MODELED GRAV-     979,398.0   (mgal)                       NAVD 88
 HJ0144
 HJ0144  VERT ORDER  -  SECOND    CLASS 0
 HJ0144
 HJ0144.The horizontal coordinates were scaled from a topographic map and have
 HJ0144.an estimated accuracy of +/- 6 seconds.
 HJ0144
 HJ0144.The orthometric height was determined by differential leveling
 HJ0144.and adjusted by the National Geodetic Survey in June 1991..
 HJ0144
 HJ0144.The geoid height was determined by GEOID03.
 HJ0144
 HJ0144.The dynamic height is computed by dividing the NAVD 88
 HJ0144.geopotential number by the normal gravity value computed on the
 HJ0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0144.degrees latitude (g = 980.6199 gals.).
 HJ0144
 HJ0144.The modeled gravity was interpolated from observed gravity values.
 HJ0144
 HJ0144;                    North         East    Units  Estimated Accuracy
 HJ0144;SPC CO S     -   361,790.    1,073,550.      MT  (+/- 180 meters Scaled)
 HJ0144
 HJ0144                          SUPERSEDED SURVEY CONTROL
 HJ0144
 HJ0144  NGVD 29 (??/??/92) 1737.846  (m)         5701.58   (f) ADJ UNCH    2 0
 HJ0144
 HJ0144.Superseded values are not recommended for survey control.
 HJ0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0144.See file dsdata.txt to determine how the superseded data were derived.
 HJ0144
 HJ0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB147141(NAD 83)
 HJ0144_MARKER: DB = BENCH MARK DISK
 HJ0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0144_STAMPING: K 85 1935
 HJ0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0144+STABILITY: SURFACE MOTION
 HJ0144
 HJ0144  HISTORY     - Date     Condition        Report By
 HJ0144  HISTORY     - 1935     MONUMENTED       CGS
 HJ0144  HISTORY     - 1972     GOOD             USGS
 HJ0144
 HJ0144                          STATION DESCRIPTION
 HJ0144
 HJ0144'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 HJ0144'20.6 MI NE FROM BRANSON.
 HJ0144'BRANSON, 10.5 MI NORTH OF ALONG STATE HIGHWAY 389 TO JUNCTION WITH
 HJ0144'U.S. HIGHWAY 160, THENCE 8.0 MI EAST ALONG U.S. HIGHWAY 160  TO SOME
 HJ0144'CORRALS ON THE RIGHT AND A ROAD LEADING SOUTHEASTERLY TO A HOUSE,
 HJ0144'THENCE 1.2 MI SE. ALONG ROAD PAST HOUSE TO A GATE, THENCE 0.9 MI NE.
 HJ0144'ALONG A ROAD (OLD HWY 160), 0.4 MI NE. OF A RESERVOIR, 410 FT. NE.
 HJ0144'OF A FENCE CORNER, 30 FT. NW. OF CENTERLINE OF ROAD, 1 FT. SE. OF
 HJ0144'A FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 HJ0144'GROUND, A STANDARD DISK STAMPED K 85 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0059 ***********************************************************************
 HJ0059  DESIGNATION -  K 86
 HJ0059  PID         -  HJ0059
 HJ0059  STATE/COUNTY-  CO/BACA
 HJ0059  USGS QUAD   -  LONE ROCK (1978)
 HJ0059
 HJ0059                         *CURRENT SURVEY CONTROL
 HJ0059  ___________________________________________________________________
 HJ0059* NAD 83(1986)-  37 16 44.     (N)    102 58 39.     (W)     SCALED    
 HJ0059* NAVD 88     -      1529.565  (meters)    5018.25   (feet)  ADJUSTED  
 HJ0059  ___________________________________________________________________
 HJ0059  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 HJ0059  DYNAMIC HT  -        1527.878 (meters)    5012.71  (feet)  COMP
 HJ0059  MODELED GRAV-     979,473.3   (mgal)                       NAVD 88
 HJ0059
 HJ0059  VERT ORDER  -  SECOND    CLASS 0
 HJ0059
 HJ0059.The horizontal coordinates were scaled from a topographic map and have
 HJ0059.an estimated accuracy of +/- 6 seconds.
 HJ0059
 HJ0059.The orthometric height was determined by differential leveling
 HJ0059.and adjusted by the National Geodetic Survey in June 1991..
 HJ0059
 HJ0059.The geoid height was determined by GEOID03.
 HJ0059
 HJ0059.The dynamic height is computed by dividing the NAVD 88
 HJ0059.geopotential number by the normal gravity value computed on the
 HJ0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0059.degrees latitude (g = 980.6199 gals.).
 HJ0059
 HJ0059.The modeled gravity was interpolated from observed gravity values.
 HJ0059
 HJ0059;                    North         East    Units  Estimated Accuracy
 HJ0059;SPC CO S     -   375,770.    1,138,080.      MT  (+/- 180 meters Scaled)
 HJ0059
 HJ0059                          SUPERSEDED SURVEY CONTROL
 HJ0059
 HJ0059  NGVD 29 (??/??/92) 1528.824  (m)         5015.82   (f) ADJ UNCH    2 0
 HJ0059
 HJ0059.Superseded values are not recommended for survey control.
 HJ0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0059.See file dsdata.txt to determine how the superseded data were derived.
 HJ0059
 HJ0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB793277(NAD 83)
 HJ0059_MARKER: DB = BENCH MARK DISK
 HJ0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0059_STAMPING: K 86 1935
 HJ0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0059+STABILITY: SURFACE MOTION
 HJ0059
 HJ0059  HISTORY     - Date     Condition        Report By
 HJ0059  HISTORY     - 1935     MONUMENTED       CGS
 HJ0059  HISTORY     - 1973     MARK NOT FOUND   NGS
 HJ0059
 HJ0059                          STATION DESCRIPTION
 HJ0059
 HJ0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HJ0059'12.1 MI SW FROM PRITCHETT.
 HJ0059'12.1 MILE SW ALONG US HIGHWAY 160 FROM PRITCHETT, ABOUT 25 FT. W.
 HJ0059'OF CENTER LINE OF T ROAD TO S., 55 FT. S. OF CENTER LINE OF HWY.
 HJ0059'AND 5 FT. S. AND 1 FT. E. OF FENCE CORNER.
 HJ0059
 HJ0059                          STATION RECOVERY (1973)
 HJ0059
 HJ0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HJ0059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0017 ***********************************************************************
 HJ0017  DESIGNATION -  K 87
 HJ0017  PID         -  HJ0017
 HJ0017  STATE/COUNTY-  CO/BACA
 HJ0017  USGS QUAD   -  WALSH (1978)
 HJ0017
 HJ0017                         *CURRENT SURVEY CONTROL
 HJ0017  ___________________________________________________________________
 HJ0017* NAD 83(1986)-  37 23 51.     (N)    102 15 18.     (W)     SCALED    
 HJ0017* NAVD 88     -      1198.807  (meters)    3933.09   (feet)  ADJUSTED  
 HJ0017  ___________________________________________________________________
 HJ0017  GEOID HEIGHT-         -23.76  (meters)                     GEOID03
 HJ0017  DYNAMIC HT  -        1197.585 (meters)    3929.08  (feet)  COMP
 HJ0017  MODELED GRAV-     979,569.5   (mgal)                       NAVD 88
 HJ0017
 HJ0017  VERT ORDER  -  SECOND    CLASS 0
 HJ0017
 HJ0017.The horizontal coordinates were scaled from a topographic map and have
 HJ0017.an estimated accuracy of +/- 6 seconds.
 HJ0017
 HJ0017.The orthometric height was determined by differential leveling
 HJ0017.and adjusted by the National Geodetic Survey in June 1991..
 HJ0017
 HJ0017.The geoid height was determined by GEOID03.
 HJ0017
 HJ0017.The dynamic height is computed by dividing the NAVD 88
 HJ0017.geopotential number by the normal gravity value computed on the
 HJ0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0017.degrees latitude (g = 980.6199 gals.).
 HJ0017
 HJ0017.The modeled gravity was interpolated from observed gravity values.
 HJ0017
 HJ0017;                    North         East    Units  Estimated Accuracy
 HJ0017;SPC CO S     -   390,900.    1,201,670.      MT  (+/- 180 meters Scaled)
 HJ0017
 HJ0017                          SUPERSEDED SURVEY CONTROL
 HJ0017
 HJ0017  NGVD 29 (??/??/92) 1198.337  (m)         3931.54   (f) ADJ UNCH    2 0
 HJ0017
 HJ0017.Superseded values are not recommended for survey control.
 HJ0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0017.See file dsdata.txt to determine how the superseded data were derived.
 HJ0017
 HJ0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB429425(NAD 83)
 HJ0017_MARKER: DB = BENCH MARK DISK
 HJ0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0017_STAMPING: K 87 1935
 HJ0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0017+STABILITY: SURFACE MOTION
 HJ0017
 HJ0017  HISTORY     - Date     Condition        Report By
 HJ0017  HISTORY     - 1935     MONUMENTED       CGS
 HJ0017  HISTORY     - 1973     GOOD             USGS
 HJ0017
 HJ0017                          STATION DESCRIPTION
 HJ0017
 HJ0017'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HJ0017'1.3 MI E FROM WALSH.
 HJ0017'1.3 MILES EAST ALONG THE AT AND SF RAILWAY FROM THE   STATION AT
 HJ0017'WALSH, BACA COUNTY, 73 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 HJ0017'AT A ROAD CROSSING, 60 FEET EAST OF THE CENTERLINE OF THE COUNTY
 HJ0017'ROAD, 40 FEET NORTH OF THE CENTERLINE OF US HWY. 160.  A STANDARD
 HJ0017'DISK, STAMPED K87 1935 AND SET IN THE TOP OF A CONCRETE POST ABOUT
 HJ0017'0.2 FOOT BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0075 ***********************************************************************
 HJ0075  DESIGNATION -  K 88
 HJ0075  PID         -  HJ0075
 HJ0075  STATE/COUNTY-  CO/BACA
 HJ0075  USGS QUAD   -  PRITCHETT NW (1978)
 HJ0075
 HJ0075                         *CURRENT SURVEY CONTROL
 HJ0075  ___________________________________________________________________
 HJ0075* NAD 83(1986)-  37 26 32.     (N)    102 53 33.     (W)     SCALED    
 HJ0075* NAVD 88     -      1450.238  (meters)    4757.99   (feet)  ADJUSTED  
 HJ0075  ___________________________________________________________________
 HJ0075  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 HJ0075  DYNAMIC HT  -        1448.666 (meters)    4752.83  (feet)  COMP
 HJ0075  MODELED GRAV-     979,495.4   (mgal)                       NAVD 88
 HJ0075
 HJ0075  VERT ORDER  -  SECOND    CLASS 0
 HJ0075
 HJ0075.The horizontal coordinates were scaled from a topographic map and have
 HJ0075.an estimated accuracy of +/- 6 seconds.
 HJ0075
 HJ0075.The orthometric height was determined by differential leveling
 HJ0075.and adjusted by the National Geodetic Survey in June 1991..
 HJ0075
 HJ0075.The geoid height was determined by GEOID03.
 HJ0075
 HJ0075.The dynamic height is computed by dividing the NAVD 88
 HJ0075.geopotential number by the normal gravity value computed on the
 HJ0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0075.degrees latitude (g = 980.6199 gals.).
 HJ0075
 HJ0075.The modeled gravity was interpolated from observed gravity values.
 HJ0075
 HJ0075;                    North         East    Units  Estimated Accuracy
 HJ0075;SPC CO S     -   394,100.    1,145,110.      MT  (+/- 180 meters Scaled)
 HJ0075
 HJ0075                          SUPERSEDED SURVEY CONTROL
 HJ0075
 HJ0075  NGVD 29 (??/??/92) 1449.520  (m)         4755.63   (f) ADJ UNCH    2 0
 HJ0075
 HJ0075.Superseded values are not recommended for survey control.
 HJ0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0075.See file dsdata.txt to determine how the superseded data were derived.
 HJ0075
 HJ0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB864460(NAD 83)
 HJ0075_MARKER: DB = BENCH MARK DISK
 HJ0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0075_STAMPING: K 88 1935
 HJ0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0075+STABILITY: SURFACE MOTION
 HJ0075
 HJ0075  HISTORY     - Date     Condition        Report By
 HJ0075  HISTORY     - 1935     MONUMENTED       CGS
 HJ0075
 HJ0075                          STATION DESCRIPTION
 HJ0075
 HJ0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HJ0075'0.4 MI S FROM GRAFT.
 HJ0075'0.4 MILE S ALONG STATE HIGHWAY 101 FROM GRAFT, ABOUT 200 YDS N OF
 HJ0075'A WOODEN BRIDGE, ABOUT 70 YDS N OF THE TOP OF A SMALL HILL, 29 FT
 HJ0075'E OF THE CENTERLINE OF THE HWY, AND 1 FT W OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0479 ***********************************************************************
 JJ0479  DESIGNATION -  K 89
 JJ0479  PID         -  JJ0479
 JJ0479  STATE/COUNTY-  CO/BENT
 JJ0479  USGS QUAD   -  LAS ANIMAS (1979)
 JJ0479
 JJ0479                         *CURRENT SURVEY CONTROL
 JJ0479  ___________________________________________________________________
 JJ0479* NAD 83(1986)-  38 01 37.     (N)    103 11 52.     (W)     SCALED    
 JJ0479* NAVD 88     -      1192.939  (meters)    3913.83   (feet)  ADJUSTED  
 JJ0479  ___________________________________________________________________
 JJ0479  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 JJ0479  DYNAMIC HT  -        1191.757 (meters)    3909.96  (feet)  COMP
 JJ0479  MODELED GRAV-     979,597.2   (mgal)                       NAVD 88
 JJ0479
 JJ0479  VERT ORDER  -  SECOND    CLASS 0
 JJ0479
 JJ0479.The horizontal coordinates were scaled from a topographic map and have
 JJ0479.an estimated accuracy of +/- 6 seconds.
 JJ0479
 JJ0479.The orthometric height was determined by differential leveling
 JJ0479.and adjusted by the National Geodetic Survey in June 1991..
 JJ0479
 JJ0479.The geoid height was determined by GEOID03.
 JJ0479
 JJ0479.The dynamic height is computed by dividing the NAVD 88
 JJ0479.geopotential number by the normal gravity value computed on the
 JJ0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0479.degrees latitude (g = 980.6199 gals.).
 JJ0479
 JJ0479.The modeled gravity was interpolated from observed gravity values.
 JJ0479
 JJ0479;                    North         East    Units  Estimated Accuracy
 JJ0479;SPC CO S     -   458,260.    1,116,510.      MT  (+/- 180 meters Scaled)
 JJ0479
 JJ0479                          SUPERSEDED SURVEY CONTROL
 JJ0479
 JJ0479  NGVD 29 (??/??/92) 1192.318  (m)         3911.80   (f) ADJ UNCH    2 0
 JJ0479
 JJ0479.Superseded values are not recommended for survey control.
 JJ0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0479.See file dsdata.txt to determine how the superseded data were derived.
 JJ0479
 JJ0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC581103(NAD 83)
 JJ0479_MARKER: DB = BENCH MARK DISK
 JJ0479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0479_STAMPING: K 89 1935
 JJ0479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0479+STABILITY: SURFACE MOTION
 JJ0479
 JJ0479  HISTORY     - Date     Condition        Report By
 JJ0479  HISTORY     - 1935     MONUMENTED       CGS
 JJ0479  HISTORY     - 1942     GOOD             NGS
 JJ0479
 JJ0479                          STATION DESCRIPTION
 JJ0479
 JJ0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JJ0479'3.1 MI S FROM LAS ANIMAS.
 JJ0479'3.1 MI S OF LAS ANIMAS, ALONG ST HWY 101, ABOUT 200 YDS N OF A SMALL
 JJ0479'BRIDGE, 48 FT W OF THE CENTERLINE OF THE HWY, 2 FT E OF A FENCE LINE
 JJ0479'AND 3 FT E OF A TELEPHONE POLE.  AT THE JUNCTION OF A TELEPHONE
 JJ0479'LINE WITH ONE TO THE WEST.
 JJ0479
 JJ0479                          STATION RECOVERY (1942)
 JJ0479
 JJ0479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 JJ0479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0304 ***********************************************************************
 JL0304  DESIGNATION -  K 9
 JL0304  PID         -  JL0304
 JL0304  STATE/COUNTY-  CO/GUNNISON
 JL0304  USGS QUAD   -  CARPENTER RIDGE (1982)
 JL0304
 JL0304                         *CURRENT SURVEY CONTROL
 JL0304  ___________________________________________________________________
 JL0304* NAD 83(1986)-  38 28 23.     (N)    107 13 26.     (W)     SCALED    
 JL0304* NAVD 88     -      2230.318  (meters)    7317.30   (feet)  POSTED    
 JL0304  ___________________________________________________________________
 JL0304  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 JL0304  DYNAMIC HT  -        2227.640 (meters)    7308.52  (feet)  COMP
 JL0304  MODELED GRAV-     979,346.7   (mgal)                       NAVD 88
 JL0304
 JL0304  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JL0304
 JL0304.The horizontal coordinates were scaled from a topographic map and have
 JL0304.an estimated accuracy of +/- 6 seconds.
 JL0304
 JL0304.The orthometric height was determined by differential leveling
 JL0304.and adjusted by the National Geodetic Survey in 1992..
 JL0304.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JL0304.rate of 1.1 thru 2.0 mm/km.
 JL0304
 JL0304.The geoid height was determined by GEOID03.
 JL0304
 JL0304.The dynamic height is computed by dividing the NAVD 88
 JL0304.geopotential number by the normal gravity value computed on the
 JL0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0304.degrees latitude (g = 980.6199 gals.).
 JL0304
 JL0304.The modeled gravity was interpolated from observed gravity values.
 JL0304
 JL0304;                    North         East    Units  Estimated Accuracy
 JL0304;SPC CO C     -   377,240.      763,980.      MT  (+/- 180 meters Scaled)
 JL0304
 JL0304                          SUPERSEDED SURVEY CONTROL
 JL0304
 JL0304  NGVD 29 (??/??/92) 2228.861  (m)         7312.52   (f) ADJ UNCH    1 2
 JL0304
 JL0304.Superseded values are not recommended for survey control.
 JL0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0304.See file dsdata.txt to determine how the superseded data were derived.
 JL0304
 JL0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC059606(NAD 83)
 JL0304_MARKER: DB = BENCH MARK DISK
 JL0304_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JL0304_SP_SET: UNSPEC. ROCK
 JL0304_STAMPING: 7312.521 K 9 1926
 JL0304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0304
 JL0304  HISTORY     - Date     Condition        Report By
 JL0304  HISTORY     - 1926     MONUMENTED       CGS
 JL0304  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0304
 JL0304                          STATION DESCRIPTION
 JL0304
 JL0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 JL0304'5.9 MI E FROM SAPINERO.
 JL0304'5.9 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JL0304'THE STATION AT SAPINERO, GUNNISON COUNTY, 0.1 MILE WEST OF MILEPOST
 JL0304'D-308, IN A CUT, 18 FEET WEST OF 7312.822 (U.S.G.S.) DESCRIBED BELOW,
 JL0304'22 FEET NORTHEAST OF THE TRACK, ABOUT 6 INCHES HIGHER THAN THE TRACK,
 JL0304'AND IN ROCK.  A STANDARD DISK, STAMPED 7312.521 K 9 1926.
 JL0304
 JL0304                          STATION RECOVERY (1984)
 JL0304
 JL0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0304'THIS LOCATION IS NOW THE BLUE MESA RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0148 ***********************************************************************
 JJ0148  DESIGNATION -  K 91
 JJ0148  PID         -  JJ0148
 JJ0148  STATE/COUNTY-  CO/KIOWA
 JJ0148  USGS QUAD   -  SHERIDAN LAKE (1968)
 JJ0148
 JJ0148                         *CURRENT SURVEY CONTROL
 JJ0148  ___________________________________________________________________
 JJ0148* NAD 83(1986)-  38 22 36.     (N)    102 18 23.     (W)     SCALED    
 JJ0148* NAVD 88     -      1258.870  (meters)    4130.14   (feet)  ADJUSTED  
 JJ0148  ___________________________________________________________________
 JJ0148  GEOID HEIGHT-         -23.20  (meters)                     GEOID03
 JJ0148  DYNAMIC HT  -        1257.687 (meters)    4126.26  (feet)  COMP
 JJ0148  MODELED GRAV-     979,644.7   (mgal)                       NAVD 88
 JJ0148
 JJ0148  VERT ORDER  -  SECOND    CLASS 0
 JJ0148
 JJ0148.The horizontal coordinates were scaled from a topographic map and have
 JJ0148.an estimated accuracy of +/- 6 seconds.
 JJ0148
 JJ0148.The orthometric height was determined by differential leveling
 JJ0148.and adjusted by the National Geodetic Survey in June 1991..
 JJ0148
 JJ0148.The geoid height was determined by GEOID03.
 JJ0148
 JJ0148.The dynamic height is computed by dividing the NAVD 88
 JJ0148.geopotential number by the normal gravity value computed on the
 JJ0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0148.degrees latitude (g = 980.6199 gals.).
 JJ0148
 JJ0148.The modeled gravity was interpolated from observed gravity values.
 JJ0148
 JJ0148;                    North         East    Units  Estimated Accuracy
 JJ0148;SPC CO S     -   499,360.    1,193,410.      MT  (+/- 180 meters Scaled)
 JJ0148
 JJ0148                          SUPERSEDED SURVEY CONTROL
 JJ0148
 JJ0148  NGVD 29 (??/??/92) 1258.356  (m)         4128.46   (f) ADJ UNCH    2 0
 JJ0148
 JJ0148.Superseded values are not recommended for survey control.
 JJ0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0148.See file dsdata.txt to determine how the superseded data were derived.
 JJ0148
 JJ0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC352510(NAD 83)
 JJ0148_MARKER: DB = BENCH MARK DISK
 JJ0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0148_STAMPING: K 91 1935
 JJ0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0148+STABILITY: SURFACE MOTION
 JJ0148
 JJ0148  HISTORY     - Date     Condition        Report By
 JJ0148  HISTORY     - 1935     MONUMENTED       CGS
 JJ0148  HISTORY     - 1967     MARK NOT FOUND   NGS
 JJ0148
 JJ0148                          STATION DESCRIPTION
 JJ0148
 JJ0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JJ0148'7 MI S FROM SHERIDAN LAKE.
 JJ0148'TO REACH FROM THE HIGH SCHOOL IN SHERIDAN LAKE--GO 1.0 MILE WEST
 JJ0148'ALONG STATE HIGHWAYS NOS. 96 AND 51 TO THE JUNCTION THENCE, GO
 JJ0148'6.0 MILES SOUTH ALONG STATE HIGHWAY NO. 51 TO THE SITE OF BENCH
 JJ0148'MARK.  BENCH MARK IS ABOUT 0.35 MILE SOUTH OF A CROSS ROAD AND
 JJ0148'ABOUT 0.15 MILE NORTH OF FENCE CORNER.  IT IS 46.0 FEET EAST OF
 JJ0148'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY,
 JJ0148'2.0 FEET WEST OF FENCE AND 3.0 FEET NORTH OF A 4 X 4-INCH WOODEN
 JJ0148'MARKER POST.  THE MONUMENT PROJECTS 0.5 FOOT.  THE HWY IS NOW U.S. 385
 JJ0148'AND HAS BEEN ELEVATED.  THE ROW FENCE TO THE EAST IS GONE, NO
 JJ0148'TRACE OF THE MARK OR WITNESS POST WAS FOUND.  THERE IS DRIFTING
 JJ0148'SAND IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0152 ***********************************************************************
 HK0152  DESIGNATION -  K 93
 HK0152  PID         -  HK0152
 HK0152  STATE/COUNTY-  CO/HUERFANO
 HK0152  USGS QUAD   -  BLACK HILLS (1963)
 HK0152
 HK0152                         *CURRENT SURVEY CONTROL
 HK0152  ___________________________________________________________________
 HK0152* NAD 83(1986)-  37 42 58.     (N)    104 54 07.     (W)     SCALED    
 HK0152* NAVD 88     -      1927.729  (meters)    6324.56   (feet)  ADJUSTED  
 HK0152  ___________________________________________________________________
 HK0152  GEOID HEIGHT-         -17.37  (meters)                     GEOID03
 HK0152  DYNAMIC HT  -        1925.444 (meters)    6317.06  (feet)  COMP
 HK0152  MODELED GRAV-     979,375.7   (mgal)                       NAVD 88
 HK0152
 HK0152  VERT ORDER  -  SECOND    CLASS 0
 HK0152
 HK0152.The horizontal coordinates were scaled from a topographic map and have
 HK0152.an estimated accuracy of +/- 6 seconds.
 HK0152
 HK0152.The orthometric height was determined by differential leveling
 HK0152.and adjusted by the National Geodetic Survey in June 1991..
 HK0152
 HK0152.The geoid height was determined by GEOID03.
 HK0152
 HK0152.The dynamic height is computed by dividing the NAVD 88
 HK0152.geopotential number by the normal gravity value computed on the
 HK0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0152.degrees latitude (g = 980.6199 gals.).
 HK0152
 HK0152.The modeled gravity was interpolated from observed gravity values.
 HK0152
 HK0152;                    North         East    Units  Estimated Accuracy
 HK0152;SPC CO S     -   421,440.      967,130.      MT  (+/- 180 meters Scaled)
 HK0152
 HK0152                          SUPERSEDED SURVEY CONTROL
 HK0152
 HK0152  NGVD 29 (??/??/92) 1926.688  (m)         6321.14   (f) ADJ UNCH    2 0
 HK0152
 HK0152.Superseded values are not recommended for survey control.
 HK0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0152.See file dsdata.txt to determine how the superseded data were derived.
 HK0152
 HK0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB086743(NAD 83)
 HK0152_MARKER: DB = BENCH MARK DISK
 HK0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 HK0152_SP_SET: CONCRETE BLOCK
 HK0152_STAMPING: K 93 1935
 HK0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0152
 HK0152  HISTORY     - Date     Condition        Report By
 HK0152  HISTORY     - 1935     MONUMENTED       CGS
 HK0152
 HK0152                          STATION DESCRIPTION
 HK0152
 HK0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HK0152'1 MI N FROM WALSENBURG.
 HK0152'1.0 MILE NORTH ALONG U.S. HIGHWAY 85 FROM THE COUNTY COURTHOUSE AT
 HK0152'WALSENBURG, HUERFANO COUNTY, THENCE 10.5 MILES NORTHWEST ALONG THE
 HK0152'DENVER AND RIO GRANDE WESTERN RAILROAD, 1.0 MILE EAST OF TIOGA, 0.15
 HK0152'MILE SOUTHWEST OF MILEPOST 188, 194 FEET SOUTHWEST OF WOODEN TRESTLE
 HK0152'NO. 188 A, AT PIKES PEAK MINE OPERATED BY THE CAMERON COAL CO., 23.0
 HK0152'FEET NORTHEAST OF THE OVERPASS TO A WASTE TIPPLE, 26.0 FEET SOUTHEAST
 HK0152'OF THE CENTERLINE OF THE MAIN TRACK, 9.5 FEET NORTHWEST OF THE
 HK0152'SIDETRACK, IN THE TOP OF A 5- BY 6-FOOT ISOLATED CONCRETE BLOCK
 HK0152'PROJECTING ABOUT 3 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED K
 HK0152'93 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0184 ***********************************************************************
 HK0184  DESIGNATION -  K 94
 HK0184  PID         -  HK0184
 HK0184  STATE/COUNTY-  CO/HUERFANO
 HK0184  USGS QUAD   -  CREAGER RESERVOIR (1967)
 HK0184
 HK0184                         *CURRENT SURVEY CONTROL
 HK0184  ___________________________________________________________________
 HK0184* NAD 83(1986)-  37 48 54.     (N)    105 16 28.     (W)     SCALED    
 HK0184* NAVD 88     -      2273.211  (meters)    7458.03   (feet)  ADJUSTED  
 HK0184  ___________________________________________________________________
 HK0184  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 HK0184  DYNAMIC HT  -        2270.339 (meters)    7448.60  (feet)  COMP
 HK0184  MODELED GRAV-     979,284.7   (mgal)                       NAVD 88
 HK0184
 HK0184  VERT ORDER  -  SECOND    CLASS 0
 HK0184
 HK0184.The horizontal coordinates were scaled from a topographic map and have
 HK0184.an estimated accuracy of +/- 6 seconds.
 HK0184
 HK0184.The orthometric height was determined by differential leveling
 HK0184.and adjusted by the National Geodetic Survey in June 1991..
 HK0184
 HK0184.The geoid height was determined by GEOID03.
 HK0184
 HK0184.The dynamic height is computed by dividing the NAVD 88
 HK0184.geopotential number by the normal gravity value computed on the
 HK0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0184.degrees latitude (g = 980.6199 gals.).
 HK0184
 HK0184.The modeled gravity was interpolated from observed gravity values.
 HK0184
 HK0184;                    North         East    Units  Estimated Accuracy
 HK0184;SPC CO S     -   432,270.      934,260.      MT  (+/- 180 meters Scaled)
 HK0184
 HK0184                          SUPERSEDED SURVEY CONTROL
 HK0184
 HK0184  NGVD 29 (??/??/92) 2271.956  (m)         7453.91   (f) ADJ UNCH    2 0
 HK0184
 HK0184.Superseded values are not recommended for survey control.
 HK0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0184.See file dsdata.txt to determine how the superseded data were derived.
 HK0184
 HK0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB758853(NAD 83)
 HK0184_MARKER: DB = BENCH MARK DISK
 HK0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0184_STAMPING: K 94 1935
 HK0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0184+STABILITY: SURFACE MOTION
 HK0184
 HK0184  HISTORY     - Date     Condition        Report By
 HK0184  HISTORY     - 1935     MONUMENTED       CGS
 HK0184
 HK0184                          STATION DESCRIPTION
 HK0184
 HK0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HK0184'6.5 MI NW FROM GARDNER.
 HK0184'6.5 MILES NORTHWEST ALONG NEW STATE HIGHWAY 69 FROM THE POST
 HK0184'OFFICE AT GARDNER, HUERFANO COUNTY, ON A RIDGE BETWEEN TWO
 HK0184'WASHES, 315 FEET EAST OF THE WEST WASH, 165 FEET WEST OF THE
 HK0184'EAST WASH, BETWEEN TWO OLD ROADS, 104 FEET SOUTH OF THE
 HK0184'CENTERLINE OF THE HIGHWAY, 76.0 FEET NORTH OF A ROW OF POLES,
 HK0184'3.0 FEET SOUTH OF A 4 BY 4 INCH WOODEN MARKER POST STENCILED
 HK0184'U.S.B.M., AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED
 HK0184'K 94 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 HK0184'ABOUT 0.1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0557 ***********************************************************************
 LN0557  DESIGNATION -  KARNS
 LN0557  PID         -  LN0557
 LN0557  STATE/COUNTY-  CO/MOFFAT
 LN0557  USGS QUAD   -  TANKS PEAK (1962)
 LN0557
 LN0557                         *CURRENT SURVEY CONTROL
 LN0557  ___________________________________________________________________
 LN0557* NAD 83(1992)-  40 26 06.36758(N)    108 45 57.56925(W)     ADJUSTED  
 LN0557* NAVD 88     -      2534.9    (meters)    8317.     (feet)  VERTCON   
 LN0557  ___________________________________________________________________
 LN0557  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 LN0557  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 LN0557
 LN0557  HORZ ORDER  -  THIRD
 LN0557
 LN0557.The horizontal coordinates were established by classical geodetic methods
 LN0557.and adjusted by the National Geodetic Survey in November 1997..
 LN0557
 LN0557.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0557
 LN0557.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0557
 LN0557.The geoid height was determined by GEOID03.
 LN0557
 LN0557;                    North         East     Units Scale Factor Converg.
 LN0557;SPC CO N     -   432,234.231   637,357.604   MT  0.99996201   -2 06 37.0
 LN0557;SPC CO N     - 1,418,088.47  2,091,064.07   sFT  0.99996201   -2 06 37.0
 LN0557;UTM  12      - 4,478,447.725   689,486.169   MT  1.00004199   +1 26 57.8
 LN0557
 LN0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0557!SPC CO N     -   0.99960496  x   0.99996201  =   0.99956699
 LN0557!UTM  12      -   0.99960496  x   1.00004199  =   0.99964693
 LN0557
 LN0557:                Primary Azimuth Mark                     Grid Az
 LN0557:SPC CO N     -  YOUGHALL                                 182 23 42.3
 LN0557:UTM  12      -  YOUGHALL                                 178 50 07.5
 LN0557
 LN0557|---------------------------------------------------------------------|
 LN0557| PID    Reference Object                     Distance      Geod. Az  |
 LN0557|                                                           dddmmss.s |
 LN0557| LN0556 YOUGHALL                            APPROX. 1.0 KM 1801705.3 |
 LN0557|---------------------------------------------------------------------|
 LN0557
 LN0557                          SUPERSEDED SURVEY CONTROL
 LN0557
 LN0557  NAD 83(1992)-  40 26 06.36033(N)    108 45 57.55973(W) AD(       ) 3
 LN0557  NAD 83(1986)-  40 26 06.35859(N)    108 45 57.55961(W) AD(       ) 3
 LN0557  NAD 27      -  40 26 06.48163(N)    108 45 55.16353(W) AD(       ) 3
 LN0557  NGVD 29 (07/19/86) 2533.5    (m)         8312.     (f) VERT ANG       
 LN0557
 LN0557.Superseded values are not recommended for survey control.
 LN0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0557.See file dsdata.txt to determine how the superseded data were derived.
 LN0557
 LN0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK8948678448(NAD 83)
 LN0557_MARKER: DD = SURVEY DISK
 LN0557_SETTING: 66 = SET IN ROCK OUTCROP
 LN0557_SP_SET: SET IN A ROCK LEDGE
 LN0557_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0557+STABILITY: POSITION/ELEVATION WELL
 LN0557
 LN0557  HISTORY     - Date     Condition        Report By
 LN0557  HISTORY     - 1939     MONUMENTED       USGS
 LN0557
 LN0557                          STATION DESCRIPTION
 LN0557
 LN0557'DESCRIBED BY US GEOLOGICAL SURVEY 1939
 LN0557'IN THE S. 1/2 OF SEC. 29, T 6 N, R 101 W, ON POINT OF BENCH, 400 FT.
 LN0557'LOWER AND .75 MI. N. FROM TOP OF TANKS PEAK.
 LN0557'
 LN0557'STATION MARK--STANDARD GEOLOGICAL SURVEY BRONZE TABLET CEMENTED IN
 LN0557'ROCK LEDGE, STAMPED ---KARNS - 1939---.
 LN0557'
 LN0557'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE TABLET CEMENTED IN
 LN0557'ROCK LEDGE, 29.87 FT. FROM STATION, N 15 DEG 03 MIN E,
 LN0557'STAMPED ---KARNS NO. 1---.
 LN0557'
 LN0557'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE TABLET CEMENTED IN
 LN0557'ROCK LEDGE, 20.68 FT. FROM STATION, S 77 DEG 24 MIN W,
 LN0557'STAMPED ---KARNS NO. 2---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0598 ***********************************************************************
 LM0598  DESIGNATION -  KASDORF
 LM0598  PID         -  LM0598
 LM0598  STATE/COUNTY-  CO/GRAND
 LM0598  USGS QUAD   -  TYLER MOUNTAIN (1980)
 LM0598
 LM0598                         *CURRENT SURVEY CONTROL
 LM0598  ___________________________________________________________________
 LM0598* NAD 83(1992)-  40 09 59.13405(N)    106 32 52.36332(W)     ADJUSTED  
 LM0598* NAVD 88     -      2863.4    (meters)    9394.     (feet)  VERTCON   
 LM0598  ___________________________________________________________________
 LM0598  LAPLACE CORR-          -7.50  (seconds)                    DEFLEC99
 LM0598  GEOID HEIGHT-         -12.33  (meters)                     GEOID03
 LM0598
 LM0598  HORZ ORDER  -  FIRST
 LM0598
 LM0598.The horizontal coordinates were established by classical geodetic methods
 LM0598.and adjusted by the National Geodetic Survey in January 1993..
 LM0598
 LM0598.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0598
 LM0598.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0598
 LM0598.The geoid height was determined by GEOID03.
 LM0598
 LM0598;                    North         East     Units Scale Factor Converg.
 LM0598;SPC CO N     -   397,826.486   825,142.875   MT  0.99995792   -0 40 37.5
 LM0598;SPC CO N     - 1,305,202.40  2,707,156.25   sFT  0.99995792   -0 40 37.5
 LM0598;UTM  13      - 4,447,377.706   368,192.137   MT  0.99981387   -0 59 54.7
 LM0598
 LM0598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0598!SPC CO N     -   0.99955293  x   0.99995792  =   0.99951087
 LM0598!UTM  13      -   0.99955293  x   0.99981387  =   0.99936689
 LM0598
 LM0598|---------------------------------------------------------------------|
 LM0598| PID    Reference Object                     Distance      Geod. Az  |
 LM0598|                                                           dddmmss.s |
 LM0598| CP5610 KASDORF RM 1                         25.010 METERS 15346     |
 LM0598| CP5611 KASDORF RM 2                         21.305 METERS 28344     |
 LM0598| CP5609 KASDORF AZ MK                                      3050845.1 |
 LM0598|---------------------------------------------------------------------|
 LM0598
 LM0598                          SUPERSEDED SURVEY CONTROL
 LM0598
 LM0598  NAD 83(1986)-  40 09 59.13069(N)    106 32 52.36080(W) AD(       ) 1
 LM0598  NAD 27      -  40 09 59.18800(N)    106 32 50.22300(W) AD(       ) 1
 LM0598  NGVD 29 (07/19/86) 2862.0    (m)         9390.     (f) VERT ANG       
 LM0598
 LM0598.Superseded values are not recommended for survey control.
 LM0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0598.See file dsdata.txt to determine how the superseded data were derived.
 LM0598
 LM0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE6819247378(NAD 83)
 LM0598_MARKER: DS = TRIANGULATION STATION DISK
 LM0598_SETTING: 80 = SET IN A BOULDER
 LM0598_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LM0598
 LM0598  HISTORY     - Date     Condition        Report By
 LM0598  HISTORY     - 1939     MONUMENTED       CGS
 LM0598  HISTORY     - 1976     GOOD             USGS
 LM0598
 LM0598                          STATION DESCRIPTION
 LM0598
 LM0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ)
 LM0598'STATION IS ON GRASSY TOP MOUNTAIN WHICH IS THE HIGHEST IN
 LM0598'VICINITY, ABOUT 1/2 MILE NORTH OF RANCH OF F.J. KASDORF JR.,
 LM0598'ABOUT 8 MILES NORTH AND 8 MILES WEST OF KREMMLING.
 LM0598'
 LM0598'REACHED FROM MAIN CORNER OF KREMMLING AS FOLLOWS.  GO
 LM0598'NORTHWESTERLY ON U.S. HIGHWAY 40 TOWARDS STEAMBOAT SPRINGS
 LM0598'5.8 MILES (THIS DIFFERS FROM RECONNAISSANCE DESCRIPTIONS BECAUSE
 LM0598'OF CHANGE IN HIGHWAY) TO JUNCTION WITH COLORADO HIGHWAY 84.
 LM0598'TURN LEFT, OR WESTERLY ON HIGHWAY 84 AND GO 2.2 MILES.  TAKE
 LM0598'RIGHT FORK LEAVING HIGHWAY 84, TURNING NORTHERLY AROUND ROCK
 LM0598'HOUSE, AND GO 2.9 MILES ON MAIN GRADED ROAD WHICH MEANDERS
 LM0598'NORTHERLY AND WESTERLY.  TAKE LEFT FORK GRADED ROAD ACROSS
 LM0598'CATTLE GUARD AND CONTINUE 1.3 MILES.  TAKE RIGHT FORK, MAIN
 LM0598'ROAD AND CONTINUE 0.5 MILE WESTERLY, CROSSING CATTLE GUARD
 LM0598'AT 0.2 MILE.  KEEP STRAIGHT AHEAD WESTERLY ON LEFT FORK 0.7
 LM0598'MILE, PASSING THROUGH WIRE GATE AT 0.6 MILE.  TAKE RIGHT
 LM0598'FORK AND GO 2.4 MILES.  TRACK ROAD FORKS.  STATION IS
 LM0598'VISIBLE FROM HERE ABOUT 1/2 MILE SOUTHWESTERLY ON GRASSY
 LM0598'KNOLL.  TURN LEFT, SOUTHERLY AND DRIVE CROSS COUNTRY AS FAR
 LM0598'AS PRACTICAL.  THENCE A FEW MINUTES PACK TO STATION.  (MARKS
 LM0598'STAMPED 1938).
 LM0598'
 LM0598'SURFACE AND REFERENCE MARKS ARE STANDARD BRONZE DISKS IN
 LM0598'BOULDERS, AND AZIMUTH MARK IS A STANDARD
 LM0598'BRONZE DISK SET IN CONCRETE.
 LM0598'
 LM0598'AZIMUTH MARK IS IN FENCE LINE ON BARE RIDGE ABOUT 1/2 MILE
 LM0598'NORTHWEST OF STATION.
 LM0598
 LM0598                          STATION RECOVERY (1976)
 LM0598
 LM0598'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 LM0598'RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0717 ***********************************************************************
 JJ0717  DESIGNATION -  KAY
 JJ0717  PID         -  JJ0717
 JJ0717  STATE/COUNTY-  CO/PROWERS
 JJ0717  USGS QUAD   -  GRANADA (1953)
 JJ0717
 JJ0717                         *CURRENT SURVEY CONTROL
 JJ0717  ___________________________________________________________________
 JJ0717* NAD 83(1992)-  38 03 00.41011(N)    102 15 32.14063(W)     ADJUSTED  
 JJ0717* NAVD 88     -      1059.375  (meters)    3475.63   (feet)  ADJUSTED  
 JJ0717  ___________________________________________________________________
 JJ0717  LAPLACE CORR-          -2.87  (seconds)                    DEFLEC99
 JJ0717  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 JJ0717  DYNAMIC HT  -        1058.378 (meters)    3472.36  (feet)  COMP
 JJ0717  MODELED GRAV-     979,651.8   (mgal)                       NAVD 88
 JJ0717
 JJ0717  HORZ ORDER  -  THIRD
 JJ0717  VERT ORDER  -  FIRST     CLASS II
 JJ0717
 JJ0717.The horizontal coordinates were established by classical geodetic methods
 JJ0717.and adjusted by the National Geodetic Survey in January 1993..
 JJ0717
 JJ0717.The orthometric height was determined by differential leveling
 JJ0717.and adjusted by the National Geodetic Survey in June 1991..
 JJ0717
 JJ0717.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0717
 JJ0717.The geoid height was determined by GEOID03.
 JJ0717
 JJ0717.The dynamic height is computed by dividing the NAVD 88
 JJ0717.geopotential number by the normal gravity value computed on the
 JJ0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0717.degrees latitude (g = 980.6199 gals.).
 JJ0717
 JJ0717.The modeled gravity was interpolated from observed gravity values.
 JJ0717
 JJ0717;                    North         East     Units Scale Factor Converg.
 JJ0717;SPC CO S     -   463,276.775 1,198,808.741   MT  0.99995248   +1 59 16.8
 JJ0717;SPC CO S     - 1,519,933.89  3,933,091.68   sFT  0.99995248   +1 59 16.8
 JJ0717;UTM  13      - 4,214,922.839   740,517.192   MT  1.00031253   +1 41 25.0
 JJ0717
 JJ0717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0717!SPC CO S     -   0.99983752  x   0.99995248  =   0.99979001
 JJ0717!UTM  13      -   0.99983752  x   1.00031253  =   1.00015000
 JJ0717
 JJ0717:                Primary Azimuth Mark                     Grid Az
 JJ0717:SPC CO S     -  HARTMAN MUNICIPAL TANK                   022 36 41.9
 JJ0717:UTM  13      -  HARTMAN MUNICIPAL TANK                   022 54 33.7
 JJ0717
 JJ0717|---------------------------------------------------------------------|
 JJ0717| PID    Reference Object                     Distance      Geod. Az  |
 JJ0717|                                                           dddmmss.s |
 JJ0717| JJ0788 HARTMAN MUNICIPAL TANK              APPROX. 8.4 KM 0243558.7 |
 JJ0717| CM8876 KAY RM 1                              6.735 METERS 08803     |
 JJ0717| CM8877 KAY RM 2                              7.123 METERS 18402     |
 JJ0717| CM8875 KAY AZ MK                                          2833648.5 |
 JJ0717|---------------------------------------------------------------------|
 JJ0717
 JJ0717                          SUPERSEDED SURVEY CONTROL
 JJ0717
 JJ0717  NAD 83(1986)-  38 03 00.40929(N)    102 15 32.13572(W) AD(       ) 3
 JJ0717  NAD 27      -  38 03 00.35100(N)    102 15 30.45442(W) AD(       ) 3
 JJ0717
 JJ0717.Superseded values are not recommended for survey control.
 JJ0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0717.See file dsdata.txt to determine how the superseded data were derived.
 JJ0717
 JJ0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC4051714923(NAD 83)
 JJ0717_MARKER: DS = TRIANGULATION STATION DISK
 JJ0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0717_SP_SET: CONCRETE POST
 JJ0717_STAMPING: KAY 1954
 JJ0717_MARK LOGO: CGS   
 JJ0717_PROJECTION: FLUSH
 JJ0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0717+STABILITY: SURFACE MOTION
 JJ0717
 JJ0717  HISTORY     - Date     Condition        Report By
 JJ0717  HISTORY     - 1954     MONUMENTED       CGS
 JJ0717  HISTORY     - 1986     GOOD             NGS
 JJ0717
 JJ0717                          STATION DESCRIPTION
 JJ0717
 JJ0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0717'STATION IS LOCATED ON THE SOUTH SIDE OF U.S. HIGHWAY 50,
 JJ0717'AIRLINE, ABOUT 7 MILES WEST OF HOLLY, 2-1/2 MILES EAST OF
 JJ0717'GRANADA AND 0.2 MILE WEST OF THE BRIDGE OVER THE RAILROAD.
 JJ0717'
 JJ0717'STATION IS REACHED AS FOLLOWS--FROM THE INTERSECTION OF U.S.
 JJ0717'HIGHWAY 50 AND STATE HIGHWAY 51 IN GRANADA, GO EAST ON U.S.
 JJ0717'HIGHWAY 50 FOR 2.9 MILES TO THE STATION ON THE RIGHT AT A
 JJ0717'DIRT SIDE ROAD.
 JJ0717'
 JJ0717'STATION MARK, STAMPED KAY 1954, IS A STANDARD DISK SET IN
 JJ0717'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 JJ0717'INCHES.  IT IS 27.0 FEET WEST OF THE CENTERLINE OF THE TRACK
 JJ0717'ROAD, 39.0 FEET NORTH OF THE NORTH BANK OF AN IRRIGATION
 JJ0717'DITCH, 4.0 FEET SOUTH OF THE FENCE LINE AND 4.0 FEET SOUTH
 JJ0717'OF A WITNESS POST.
 JJ0717'
 JJ0717'REFERENCE MARK NUMBER 1, STAMPED KAY NO 1 1954, IS A STANDARD
 JJ0717'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 JJ0717'PROJECTS 2 INCHES AND IS AT THE SAME ELEVATION AS THE STATION.
 JJ0717'IT IS 12 INCHES SOUTHWEST OF A FENCE CORNER POST.
 JJ0717'
 JJ0717'REFERENCE MARK NUMBER 2, STAMPED KAY NO 2 1954, IS A STANDARD
 JJ0717'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 JJ0717'PROJECTS 6 INCHES AND IS 6 INCHES HIGHER THAN THE STATION.
 JJ0717'IT IS 10.0 FEET SOUTH OF THE NORTH BANK OF AN IRRIGATION
 JJ0717'DITCH.
 JJ0717'
 JJ0717'AZIMUTH MARK, STAMPED KAY 1954, IS A STANDARD DISK SET IN
 JJ0717'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 2
 JJ0717'INCHES.  TO REACH FROM THE STATION GO WEST ON U.S. HIGHWAY
 JJ0717'50 FOR 0.9 MILE TO A SIDE ROAD ON THE LEFT AND THE AZIMUTH
 JJ0717'MARK.  IT IS 51.0 FEET SOUTH OF THE HIGHWAY CENTERLINE, 5.0
 JJ0717'FEET EAST OF THE EAST GATE POST IN THE FENCE LINE AND 1.0
 JJ0717'FOOT NORTH OF A FENCE POST NUMBERED 39.
 JJ0717'
 JJ0717'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JJ0717
 JJ0717                          STATION RECOVERY (1986)
 JJ0717
 JJ0717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JJ0717'4.7 KM (2.9 MI) EAST FROM GRANADA.
 JJ0717'4.7 KM (2.9 MI) EAST ALONG US HIGHWAY 50 FROM THE JUNCTION OF STATE
 JJ0717'ROUTE 51 NORTH IN GRANADA, AT A DIRT ROAD LEADING SOUTH OVER AN
 JJ0717'IRRIGATION CANAL, 20.2 METERS (66.2 FT) SOUTH OF THE HIGHWAY
 JJ0717'CENTERLINE, 1.8 METERS (6 FT) SOUTH OF A EAST-WEST FENCE, 14.3 METERS
 JJ0717'(47 FT) WEST OF THE CENTER OF THE ROAD, 12.2 METERS (40 FT) NORTH OF
 JJ0717'THE NORTH EDGE OF AN EAST-WEST IRRIGATION DITCH, 7.2 METERS (23.7 FT)
 JJ0717'WEST OF A FENCE CORNER AND 25.0 METERS (82 FT) WEST-SOUTHWEST OF THE
 JJ0717'WEST END OF THE SOUTH HEADWALL FOR A 4-FOOT BOX CULVERT.
 JJ0717'THE MARK IS 1.8 METERS  S FROM  A WITNESS POST
 JJ0717'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0607 ***********************************************************************
 HL0607  DESIGNATION -  KEARNS
 HL0607  PID         -  HL0607
 HL0607  STATE/COUNTY-  CO/ARCHULETA
 HL0607  USGS QUAD   -  LONETREE CANYON (1984)
 HL0607
 HL0607                         *CURRENT SURVEY CONTROL
 HL0607  ___________________________________________________________________
 HL0607* NAD 83(1992)-  37 08 30.82334(N)    107 13 15.67076(W)     ADJUSTED  
 HL0607* NAVD 88     -      2651.4    (meters)    8699.     (feet)  VERTCON   
 HL0607  ___________________________________________________________________
 HL0607  LAPLACE CORR-           4.48  (seconds)                    DEFLEC99
 HL0607  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 HL0607
 HL0607  HORZ ORDER  -  FIRST
 HL0607
 HL0607.The horizontal coordinates were established by classical geodetic methods
 HL0607.and adjusted by the National Geodetic Survey in January 1993..
 HL0607
 HL0607.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0607
 HL0607.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0607
 HL0607.The geoid height was determined by GEOID03.
 HL0607
 HL0607;                    North         East     Units Scale Factor Converg.
 HL0607;SPC CO S     -   358,952.253   761,502.046   MT  1.00001785   -1 03 20.3
 HL0607;SPC CO S     - 1,177,662.52  2,498,361.30   sFT  1.00001785   -1 03 20.3
 HL0607;UTM  13      - 4,112,922.651   302,736.723   MT  1.00007938   -1 20 29.3
 HL0607
 HL0607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0607!SPC CO S     -   0.99958701  x   1.00001785  =   0.99960486
 HL0607!UTM  13      -   0.99958701  x   1.00007938  =   0.99966636
 HL0607
 HL0607|---------------------------------------------------------------------|
 HL0607| PID    Reference Object                     Distance      Geod. Az  |
 HL0607|                                                           dddmmss.s |
 HL0607| CM7521 KEARNS RM 1                           9.818 METERS 06742     |
 HL0607| CM7520 KEARNS AZ MK                                       1734446.5 |
 HL0607| CM7522 KEARNS RM 2                          13.942 METERS 20108     |
 HL0607|---------------------------------------------------------------------|
 HL0607
 HL0607                          SUPERSEDED SURVEY CONTROL
 HL0607
 HL0607  NAD 83(1986)-  37 08 30.82161(N)    107 13 15.67394(W) AD(       ) 1
 HL0607  NAD 27      -  37 08 30.80400(N)    107 13 13.51900(W) AD(       ) 1
 HL0607  NGVD 29 (07/19/86) 2650.0    (m)         8694.     (f) VERT ANG       
 HL0607
 HL0607.Superseded values are not recommended for survey control.
 HL0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0607.See file dsdata.txt to determine how the superseded data were derived.
 HL0607
 HL0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB0273712923(NAD 83)
 HL0607_MARKER: DS = TRIANGULATION STATION DISK
 HL0607_SETTING: 66 = SET IN ROCK OUTCROP
 HL0607
 HL0607  HISTORY     - Date     Condition        Report By
 HL0607  HISTORY     - 1936     MONUMENTED       CGS
 HL0607  HISTORY     - 1952     GOOD             USGS
 HL0607
 HL0607                          STATION DESCRIPTION
 HL0607
 HL0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 HL0607'STATION IS IN SW 1/4 OF SEC. 31, T 34 N, R 3 W.  IT IS 14 MILES
 HL0607'SW OF PAGOSA SPRINGS.  6 MILES W OF S OF DYKE.  3.5 MILES
 HL0607'N OF W OF KEARNS.  STATION IS ON A HIGH ROCKY, BARE, PEAKED
 HL0607'RIDGE WHICH EXTENDS NE AND SW AND HAS BRUSH-COVERED SIDES.
 HL0607'IT IS 30 FEET SW OF HIGHEST POINT OF RIDGE AND 14.5 FEET
 HL0607'NNW OF CENTER OF AN 8-FOOT ROCK CAIRN.  MARK IS SET FLUSH IN
 HL0607'BEDROCK.
 HL0607'
 HL0607'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS WEDGED
 HL0607'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 HL0607'
 HL0607'REFERENCE MARK NO. 1 IS ENE OF STATION AND IS SET FLUSH IN
 HL0607'BEDROCK.
 HL0607'
 HL0607'REFERENCE MARK NO. 2 IS SW OF STATION AND IS SET FLUSH IN BEDROCK.
 HL0607'
 HL0607'THE AZIMUTH MARK IS S OF STATION ABOUT TWO-THIRDS OF THE WAY
 HL0607'UP S SIDE OF SADDLE WHICH IS 0.25 MILE S OF STATION.  THE
 HL0607'MARK IS SET FLUSH IN BEDROCK.
 HL0607'
 HL0607'STATION WAS REACHED FROM THE INTERSECTION OF U.S. HIGHWAY
 HL0607'160 AND STATE HIGHWAY 151, WHICH IS 17.0 MILES W OF PAGOSA
 HL0607'SPRINGS, BY GOING LEFT OR S ON STATE HIGHWAY 151 FOR 2.65
 HL0607'MILES TO A GATE ON THE LEFT.  TURN LEFT THROUGH GATE AND
 HL0607'FOLLOW TRACK ROAD 0.15 MILE TO A FORK.  TAKE RIGHT FORK 0.5
 HL0607'MILE TO A GATE IN EARNEST BURSTERS YARD.  CROSS YARD TO NE
 HL0607'CORNER AND GATE, 0.05 MILE, PASS THROUGH AND GO 0.05 MILE TO
 HL0607'ANOTHER GATE.  PASS THROUGH GATE TO LANE AND GO UP VALLEY 3.2
 HL0607'MILES TO FORKS.  TAKE LEFT FORK 0.9 MILE TO A GATE.  CONTINUE
 HL0607'THROUGH GATE AND GO 0.15 MILE TO THE CABIN OF RAFEL MARTINEZ
 HL0607'AND THE END OF TRUCK TRAVEL.  FROM HERE STATION MAY BE SEEN AT
 HL0607'58 DEG MAGNETIC.  IN FAIR WEATHER TRUCK CAN BE TAKEN 1.2
 HL0607'MILES FARTHER BY GOING E ON SAME TRAIL TO EDGE OF AN
 HL0607'ABANDONED FIELD.  FROM HERE PACK E AND NE THROUGH HEAVY BRUSH
 HL0607'FOR 0.5 MILE TO TOP OF HILL AND STATION.  THE PACK
 HL0607'REQUIRED 20 MINUTES.
 HL0607'
 HL0607'A 4-FOOT STAND CLEARED ALL LINES.
 HL0607
 HL0607                          STATION RECOVERY (1952)
 HL0607
 HL0607'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952 (JWM)
 HL0607'STATION FOUND IN GOOD CONDITION AS DESCRIBED.
 HL0607'
 HL0607'STATION MARK--STANDARD USC AND GS DISK, WEDGED IN DRILL HOLE IN
 HL0607'OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0770 ***********************************************************************
 KL0770  DESIGNATION -  KELVIN
 KL0770  PID         -  KL0770
 KL0770  STATE/COUNTY-  CO/EAGLE
 KL0770  USGS QUAD   -  VAIL WEST (1987)
 KL0770
 KL0770                         *CURRENT SURVEY CONTROL
 KL0770  ___________________________________________________________________
 KL0770* NAD 83(1992)-  39 42 52.76842(N)    106 29 57.93338(W)     ADJUSTED  
 KL0770* NAVD 88     -      3275.5    (meters)   10746.     (feet)  VERTCON   
 KL0770  ___________________________________________________________________
 KL0770  LAPLACE CORR-           3.56  (seconds)                    DEFLEC99
 KL0770  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 KL0770
 KL0770  HORZ ORDER  -  THIRD
 KL0770
 KL0770.The horizontal coordinates were established by classical geodetic methods
 KL0770.and adjusted by the National Geodetic Survey in January 1993..
 KL0770
 KL0770.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0770
 KL0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0770
 KL0770.The geoid height was determined by GEOID03.
 KL0770
 KL0770;                    North         East     Units Scale Factor Converg.
 KL0770;SPC CO C     -   514,119.387   828,705.131   MT  0.99999320   -0 37 49.2
 KL0770;SPC CO C     - 1,686,740.02  2,718,843.42   sFT  0.99999320   -0 37 49.2
 KL0770;UTM  13      - 4,397,162.523   371,475.578   MT  0.99980337   -0 57 29.6
 KL0770
 KL0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0770!SPC CO C     -   0.99948841  x   0.99999320  =   0.99948161
 KL0770!UTM  13      -   0.99948841  x   0.99980337  =   0.99929188
 KL0770
 KL0770                          SUPERSEDED SURVEY CONTROL
 KL0770
 KL0770  NAD 83(1986)-  39 42 52.75487(N)    106 29 57.90477(W) AD(       ) 3
 KL0770  NGVD 29 (10/17/91) 3273.9    (m)        10741.     (f) VERT ANG       
 KL0770
 KL0770.Superseded values are not recommended for survey control.
 KL0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0770.See file dsdata.txt to determine how the superseded data were derived.
 KL0770
 KL0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD7147697163(NAD 83)
 KL0770_MARKER: DD = SURVEY DISK
 KL0770_SETTING: 66 = SET IN ROCK OUTCROP
 KL0770_SP_SET: SET IN ROCK OUTCROP
 KL0770_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0770+STABILITY: POSITION/ELEVATION WELL
 KL0770
 KL0770  HISTORY     - Date     Condition        Report By
 KL0770  HISTORY     - 1961     MONUMENTED       USGS
 KL0770  HISTORY     - 1972     GOOD             USFS
 KL0770
 KL0770                          STATION DESCRIPTION
 KL0770
 KL0770'DESCRIBED BY US FOREST SERVICE 1972
 KL0770'STATION LOCATED ABOUT 4 MI. N. AND 5 MI. E. OF EDWARDS, COLORADO, ON
 KL0770'N. END OF RIDGE RUNNING N. FROM RED AND WHITE MTN.  IT IS PROBABLY IN
 KL0770'SEC. 18, T 4 S, R 81 W.
 KL0770'
 KL0770'TO REACH FROM EDWARDS POST OFFICE, DRIVE E. ON U.S. HIGHWAYS 6 AND 24
 KL0770'1.3 MI. TO DIRT RD. LEFT, THENCE N. ACROSS RIVER AND UP JUNE CREEK
 KL0770'8.6 MI. TO SAWMILL AND FOREST SERVICE TRAIL (ROAD) 3094.  TAKE
 KL0770'FOREST SERVICE RD. 1.3 MI. TO TOP OF E-W. RIDGE AND JUNCTION.  TAKE
 KL0770'SHARP RIGHT 0.2 MI. TO RD. FORK, TAKE LEFT 0.2 MI. TO ANOTHER RD.
 KL0770'FORK, TAKE RIGHT FORK HERE AND FOLLOW OLD LOGGING RD. 0.8 MI. TO
 KL0770'SHARP SWITCHBACK AND END OF ALL WHEEL DRIVE TRAVEL.  PACK NE. TO TOP
 KL0770'OF RIDGE, THENCE N. ALONG RIDGE TO HIGH POINT ON N. END AND STATION.
 KL0770'A HALF-HOUR PACK.
 KL0770'
 KL0770'STATION MARK--STANDARD TABLET CEMENTED IN ROCK, FLUSH WITH GROUND,
 KL0770'STAMPED---VABM KELVIN, 1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0733 ***********************************************************************
 LK0733  DESIGNATION -  KEN
 LK0733  PID         -  LK0733
 LK0733  STATE/COUNTY-  CO/WELD
 LK0733  USGS QUAD   -  RAYMER NE (1977)
 LK0733
 LK0733                         *CURRENT SURVEY CONTROL
 LK0733  ___________________________________________________________________
 LK0733* NAD 83(1992)-  40 38 00.77786(N)    103 49 48.91643(W)     ADJUSTED  
 LK0733* NAVD 88     -      1446.     (meters)    4744.     (feet)  SCALED    
 LK0733  ___________________________________________________________________
 LK0733  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 LK0733  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 LK0733
 LK0733  HORZ ORDER  -  SECOND
 LK0733
 LK0733.The horizontal coordinates were established by classical geodetic methods
 LK0733.and adjusted by the National Geodetic Survey in January 1993..
 LK0733
 LK0733.The orthometric height was scaled from a topographic map.
 LK0733
 LK0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0733
 LK0733.The geoid height was determined by GEOID03.
 LK0733
 LK0733;                    North         East     Units Scale Factor Converg.
 LK0733;SPC CO N     -   450,497.517 1,055,650.054   MT  0.99997912   +1 04 44.0
 LK0733;SPC CO N     - 1,478,007.27  3,463,411.89   sFT  0.99997912   +1 04 44.0
 LK0733;UTM  13      - 4,498,736.506   598,921.278   MT  0.99972045   +0 45 42.6
 LK0733
 LK0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0733!SPC CO N     -   0.99977624  x   0.99997912  =   0.99975537
 LK0733!UTM  13      -   0.99977624  x   0.99972045  =   0.99949675
 LK0733
 LK0733|---------------------------------------------------------------------|
 LK0733| PID    Reference Object                     Distance      Geod. Az  |
 LK0733|                                                           dddmmss.s |
 LK0733| CP8375 KEN RM 1                             12.138 METERS 05805     |
 LK0733| CP8376 KEN RM 2                              9.566 METERS 16032     |
 LK0733| CP8374 KEN AZ MK                                          1852748.6 |
 LK0733| LK0739 BUCKINGHAM HALLIBURTON CO MAST      APPROX.13.5 KM 2435104.5 |
 LK0733|---------------------------------------------------------------------|
 LK0733
 LK0733                          SUPERSEDED SURVEY CONTROL
 LK0733
 LK0733  NAD 83(1986)-  40 38 00.76847(N)    103 49 48.91653(W) AD(       ) 2
 LK0733  NAD 27      -  40 38 00.81750(N)    103 49 47.09810(W) AD(       ) 2
 LK0733
 LK0733.Superseded values are not recommended for survey control.
 LK0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0733.See file dsdata.txt to determine how the superseded data were derived.
 LK0733
 LK0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE9892198737(NAD 83)
 LK0733_MARKER: DS = TRIANGULATION STATION DISK
 LK0733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0733_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 LK0733
 LK0733  HISTORY     - Date     Condition        Report By
 LK0733  HISTORY     - 1963     MONUMENTED       CGS
 LK0733  HISTORY     - 1979     GOOD             NGS
 LK0733
 LK0733                          STATION DESCRIPTION
 LK0733
 LK0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 LK0733'THE STATION IS LOCATED NEAR THE NORTH END OF A HIGH BUTTE
 LK0733'ABOUT 1-3/4 MILES NORTH AND 1 MILE EAST OF RAYMER, ON PROPERTY
 LK0733'OWNED BY MR. LITTLEFIELD.  IN THE NE 1/4 OF SECTION 26, T8N
 LK0733'R58W.
 LK0733'
 LK0733'TO REACH FROM THE POST OFFICE IN RAYMER, GO NORTH ON A GRAVELED
 LK0733'STREET FOR 0.15 MILE TO A T-INTERSECTION, TURN RIGHT AND GO
 LK0733'EAST ON A GRAVELED STREET FOR 0.25 MILE TO A T-INTERSECTION,
 LK0733'TURN LEFT AND GO NORTH ON A GRAVELED ROAD FOR 1.0 MILE TO A
 LK0733'CROSSROAD.  TURN RIGHT AND GO EAST ON A GRAVELED ROAD FOR
 LK0733'0.5 MILE TO A METAL GATE ON THE LEFT, TURN LEFT AND PASS THROUGH
 LK0733'THE GATE AND GO NORTH ON A TRACK ROAD FOR 0.1 MILE TO THE
 LK0733'AZIMUTH MARK ON THE LEFT ON THE TOP OF A SMALL HILL.  CONTINUE
 LK0733'NORTH ON THE TRACK ROAD FOR 0.1 MILE TO A GATE INTO AN OLD
 LK0733'CEMETERY, TURN LEFT AND GO WEST AND NORTH AROUND THE
 LK0733'CEMETERY FOR 0.2 MILE TO A FENCE CORNER ON THE RIGHT.
 LK0733'BEAR RIGHT AND GO NORTHEAST ON A DIM TRACK ROAD FOR 0.25 MILE,
 LK0733'TURN LEFT AND GO WEST UP STEEP HILL FOR 0.1 MILE TO THE
 LK0733'TOP OF A BUTTE, TURN RIGHT AND GO NORTH ALONG THE TOP OF
 LK0733'THE BUTTE FOR 0.1 MILE TO THE STATION.
 LK0733'
 LK0733'THE STATION MARK IS A STANDARD DISK STAMPED KEN 1963, SET
 LK0733'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 LK0733'5-INCHES.  IT IS 5.7 FEET NORTH-NORTHEAST OF A WITNESS POST.
 LK0733'
 LK0733'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KEN NO 1 1963,
 LK0733'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 LK0733'5-INCHES.  IT IS 45.3 FEET NORTHEAST OF THE WITNESS POST.
 LK0733'
 LK0733'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KEN NO 2 1963,
 LK0733'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 LK0733'5-INCHES.  IT IS 29.5 FEET SOUTHEAST OF THE WITNESS POST.
 LK0733'
 LK0733'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KEN 1963, CEMENTED
 LK0733'IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS 2-INCHES.
 LK0733'IT IS 7.5 FEET SOUTHEAST OF A WITNESS POST.
 LK0733
 LK0733                          STATION RECOVERY (1979)
 LK0733
 LK0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLK)
 LK0733'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE AND
 LK0733'DIRECTION TO REFERENCE MARKS COMPARED FAVORABLY WITH PREVIOUS
 LK0733'DATA.  LOCATION OF AND ROUTE TO STATION IS ADEQUATE.
 LK0733'
 LK0733'STATION IS A STANDARD DISK, STAMPED---KEN 1963--- SET IN THE TOP OF
 LK0733'A SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES, 2 FEET NORTHEAST OF A
 LK0733'METAL WITNESS POST.
 LK0733'
 LK0733'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---KEN NO 1 1963--- SET
 LK0733'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 8 INCHES.
 LK0733'
 LK0733'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---KEN NO 2 1963--- SET
 LK0733'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES.
 LK0733'
 LK0733'AZIMUTH MARK IS A STANDARD DISK, CEMENTED IN A DRILL HOLE, IN THE TOP
 LK0733'OF OUTCROPPING BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0643 ***********************************************************************
 HL0643  DESIGNATION -  KENDALL
 HL0643  PID         -  HL0643
 HL0643  STATE/COUNTY-  CO/SAN JUAN
 HL0643  USGS QUAD   -  HOWARDSVILLE (1955)
 HL0643
 HL0643                         *CURRENT SURVEY CONTROL
 HL0643  ___________________________________________________________________
 HL0643* NAD 83(1992)-  37 47 13.86254(N)    107 37 06.04827(W)     ADJUSTED  
 HL0643* NAVD 88     -      4102.     (meters)   13458.     (feet)  SCALED    
 HL0643  ___________________________________________________________________
 HL0643  LAPLACE CORR-           6.54  (seconds)                    DEFLEC99
 HL0643  GEOID HEIGHT-         -15.49  (meters)                     GEOID03
 HL0643
 HL0643  HORZ ORDER  -  THIRD
 HL0643
 HL0643.The horizontal coordinates were established by classical geodetic methods
 HL0643.and adjusted by the National Geodetic Survey in January 1993..
 HL0643
 HL0643.The orthometric height was scaled from a topographic map.
 HL0643
 HL0643.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0643
 HL0643.The geoid height was determined by GEOID03.
 HL0643
 HL0643;                    North         East     Units Scale Factor Converg.
 HL0643;SPC CO S     -   431,275.467   727,831.942   MT  0.99994573   -1 17 57.7
 HL0643;SPC CO S     - 1,414,942.93  2,387,895.30   sFT  0.99994573   -1 17 57.7
 HL0643;UTM  13      - 4,185,432.402   269,433.228   MT  1.00025483   -1 36 18.2
 HL0643
 HL0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0643!SPC CO S     -   0.99935920  x   0.99994573  =   0.99930497
 HL0643!UTM  13      -   0.99935920  x   1.00025483  =   0.99961387
 HL0643
 HL0643:                Primary Azimuth Mark                     Grid Az
 HL0643:SPC CO S     -  KENDALL 2                                290 53 45.2
 HL0643:UTM  13      -  KENDALL 2                                291 12 05.7
 HL0643
 HL0643|---------------------------------------------------------------------|
 HL0643| PID    Reference Object                     Distance      Geod. Az  |
 HL0643|                                                           dddmmss.s |
 HL0643| HL0644 KENDALL 2                           APPROX. 2.2 KM 2893547.5 |
 HL0643|---------------------------------------------------------------------|
 HL0643
 HL0643                          SUPERSEDED SURVEY CONTROL
 HL0643
 HL0643  NAD 83(1986)-  37 47 13.85275(N)    107 37 06.06246(W) AD(       ) 3
 HL0643  NAD 27      -  37 47 13.87867(N)    107 37 03.85932(W) AD(       ) 3
 HL0643
 HL0643.Superseded values are not recommended for survey control.
 HL0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0643.See file dsdata.txt to determine how the superseded data were derived.
 HL0643
 HL0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB6943385432(NAD 83)
 HL0643_MARKER: G = GLASS BOTTLE
 HL0643_SETTING: 0 = UNSPECIFIED SETTING
 HL0643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0643
 HL0643  HISTORY     - Date     Condition        Report By
 HL0643  HISTORY     - 1931     MONUMENTED       USGS
 HL0643
 HL0643                          STATION DESCRIPTION
 HL0643
 HL0643'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 HL0643'ON SUMMIT AND HIGHEST POINT OF KENDALL PEAK, ABOUT 3 MI. SE. OF
 HL0643'SILVERTON, AND 1 MI. SW. OF SILVER LAKE, AT THE HEAD OF KENDALL AND
 HL0643'ARASTRA GULCHES.  ANIMALS CAN BE TAKEN BY SILVERTON - SILVER LAKE
 HL0643'TRAIL UP DEER PARK CREEK TO TOP OF DIVIDE, WHICH IS ABOUT 0.5 MI.
 HL0643'SE. OF STATION.
 HL0643'
 HL0643'STATION MARK--A GLASS BOTTLE, PLACED UNDER CENTER OF CAIRN, 4 FT.
 HL0643'IN DIAMETER AT BASE AND 7 FT. HIGH.  POLE (2 X 4) WITH RED FLAG IN
 HL0643'CENTER OF CAIRN.
 HL0643'
 HL0643'REFERENCE MARK--STANDARD REFERENCE TABLET, CEMENTED IN ROCK,
 HL0643'DISTANT FROM STATION MARK 13.8 FT., S 14 DEG 30 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0237 ***********************************************************************
 KM0237  DESIGNATION -  KENDALL
 KM0237  PID         -  KM0237
 KM0237  STATE/COUNTY-  CO/RIO BLANCO
 KM0237  USGS QUAD   -  SEGAR MOUNTAIN (1952)
 KM0237
 KM0237                         *CURRENT SURVEY CONTROL
 KM0237  ___________________________________________________________________
 KM0237* NAD 83(1992)-  39 58 17.67378(N)    108 02 25.87439(W)     ADJUSTED  
 KM0237* NAVD 88     -      2434.0    (meters)    7986.     (feet)  VERTCON   
 KM0237  ___________________________________________________________________
 KM0237  LAPLACE CORR-           6.78  (seconds)                    DEFLEC99
 KM0237  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 KM0237
 KM0237  HORZ ORDER  -  THIRD
 KM0237
 KM0237.The horizontal coordinates were established by classical geodetic methods
 KM0237.and adjusted by the National Geodetic Survey in January 1993..
 KM0237
 KM0237.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0237
 KM0237.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0237
 KM0237.The geoid height was determined by GEOID03.
 KM0237
 KM0237;                    North         East     Units Scale Factor Converg.
 KM0237;SPC CO N     -   378,773.236   697,403.538   MT  0.99996865   -1 38 29.5
 KM0237;SPC CO N     - 1,242,691.86  2,288,064.77   sFT  0.99996865   -1 38 29.5
 KM0237;UTM  12      - 4,428,797.786   752,744.827   MT  1.00038648   +1 54 07.9
 KM0237;UTM  13      - 4,429,030.839   240,332.969   MT  1.00043016   -1 57 15.6
 KM0237
 KM0237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0237!SPC CO N     -   0.99962082  x   0.99996865  =   0.99958948
 KM0237!UTM  12      -   0.99962082  x   1.00038648  =   1.00000715
 KM0237!UTM  13      -   0.99962082  x   1.00043016  =   1.00005082
 KM0237
 KM0237:                Primary Azimuth Mark                     Grid Az
 KM0237:SPC CO N     -  PONY                                     262 49 48.4
 KM0237:UTM  12      -  PONY                                     259 17 11.0
 KM0237:UTM  13      -  PONY                                     263 08 34.5
 KM0237
 KM0237|---------------------------------------------------------------------|
 KM0237| PID    Reference Object                     Distance      Geod. Az  |
 KM0237|                                                           dddmmss.s |
 KM0237| KM0238 PONY                                APPROX. 5.9 KM 2611118.9 |
 KM0237|---------------------------------------------------------------------|
 KM0237
 KM0237                          SUPERSEDED SURVEY CONTROL
 KM0237
 KM0237  NAD 83(1986)-  39 58 17.66776(N)    108 02 25.86724(W) AD(       ) 3
 KM0237  NAD 27      -  39 58 17.76567(N)    108 02 23.58473(W) AD(       ) 3
 KM0237  NGVD 29 (07/19/86) 2432.6    (m)         7981.     (f) VERT ANG       
 KM0237
 KM0237.Superseded values are not recommended for survey control.
 KM0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0237.See file dsdata.txt to determine how the superseded data were derived.
 KM0237
 KM0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYK5274528798(NAD 83)
 KM0237_MARKER: DD = SURVEY DISK
 KM0237_SETTING: 0 = UNSPECIFIED SETTING
 KM0237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0237
 KM0237  HISTORY     - Date     Condition        Report By
 KM0237  HISTORY     - 1950     MONUMENTED       USGS
 KM0237  HISTORY     - 1963     GOOD             USGS
 KM0237
 KM0237                          STATION DESCRIPTION
 KM0237
 KM0237'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KM0237'LOCATED ABOUT 5.0 MI. (AIRLINE) W. OF STATE HIGHWAY 13 AND ABOUT 4.0
 KM0237'MI. (AIRLINE) S. OF STATE HIGHWAY 64, ON A BARE MOUNTAIN IN NE. 1/4
 KM0237'SEC. 15, T 1 S, R 95 W.
 KM0237'
 KM0237'TO REACH STATION FROM BRIDGE ON HIGHWAY 13 OVER THE WHITE RIVER,
 KM0237'PROCEED S. 0.4 MI. TO A RD. W. FROM HIGHWAY, PROCEED W. ON GRAVEL RD.
 KM0237'0.7 MI. TO A RD. FORK AND CATTLEGUARD, GO THROUGH CATTLEGUARD AND
 KM0237'PROCEED 0.7 MI. TO A RD. FORK AT TOP OF RIDGE, TURN RIGHT AND GO 3.3
 KM0237'MI. ON MAIN RD. TO INTERSECTION, GO RIGHT 0.1 MI. TO A RESERVOIR,
 KM0237'THENCE S. AND W. UP CANYON 1.9 MI. TO RD. FORK AND TOP OF HILL, TURN
 KM0237'W. AND FOLLOW RD. 1.4 MI., PARTLY CROSS-COUNTRY TO END OF TRUCK
 KM0237'TRAVEL.  PROCEED TO TOP OF HILL AND STATION SITE.
 KM0237
 KM0237                          STATION RECOVERY (1963)
 KM0237
 KM0237'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (FDW)
 KM0237'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---KENDALL 1950 VABM
 KM0237'7980---, WELDED ONTO A 3 IN. PIPE, PROTRUDING 4 IN. ABOVE GROUND.
 KM0237'
 KM0237'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0644 ***********************************************************************
 HL0644  DESIGNATION -  KENDALL 2
 HL0644  PID         -  HL0644
 HL0644  STATE/COUNTY-  CO/SAN JUAN
 HL0644  USGS QUAD   -  SILVERTON (1955)
 HL0644
 HL0644                         *CURRENT SURVEY CONTROL
 HL0644  ___________________________________________________________________
 HL0644* NAD 83(1992)-  37 47 37.92995(N)    107 38 31.26833(W)     ADJUSTED  
 HL0644* NAVD 88     -      3984.7    (meters)   13073.     (feet)  VERTCON   
 HL0644  ___________________________________________________________________
 HL0644  LAPLACE CORR-           7.90  (seconds)                    DEFLEC99
 HL0644  GEOID HEIGHT-         -15.50  (meters)                     GEOID03
 HL0644
 HL0644  HORZ ORDER  -  THIRD
 HL0644
 HL0644.The horizontal coordinates were established by classical geodetic methods
 HL0644.and adjusted by the National Geodetic Survey in January 1993..
 HL0644
 HL0644.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0644
 HL0644.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0644
 HL0644.The geoid height was determined by GEOID03.
 HL0644
 HL0644;                    North         East     Units Scale Factor Converg.
 HL0644;SPC CO S     -   432,064.805   725,764.425   MT  0.99994564   -1 18 49.9
 HL0644;SPC CO S     - 1,417,532.61  2,381,112.12   sFT  0.99994564   -1 18 49.9
 HL0644;UTM  13      - 4,186,233.017   267,369.304   MT  1.00026660   -1 37 11.3
 HL0644
 HL0644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0644!SPC CO S     -   0.99937755  x   0.99994564  =   0.99932323
 HL0644!UTM  13      -   0.99937755  x   1.00026660  =   0.99964399
 HL0644
 HL0644:                Primary Azimuth Mark                     Grid Az
 HL0644:SPC CO S     -  V T                                      284 02 50.8
 HL0644:UTM  13      -  V T                                      284 21 12.2
 HL0644
 HL0644|---------------------------------------------------------------------|
 HL0644| PID    Reference Object                     Distance      Geod. Az  |
 HL0644|                                                           dddmmss.s |
 HL0644| HL0646 V T                                 APPROX. 2.9 KM 2824400.9 |
 HL0644|---------------------------------------------------------------------|
 HL0644
 HL0644                          SUPERSEDED SURVEY CONTROL
 HL0644
 HL0644  NAD 83(1986)-  37 47 37.92079(N)    107 38 31.28171(W) AD(       ) 3
 HL0644  NAD 27      -  37 47 37.94482(N)    107 38 29.07705(W) AD(       ) 3
 HL0644  NGVD 29 (07/19/86) 3983.0    (m)        13068.     (f) VERT ANG       
 HL0644
 HL0644.Superseded values are not recommended for survey control.
 HL0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0644.See file dsdata.txt to determine how the superseded data were derived.
 HL0644
 HL0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB6736986233(NAD 83)
 HL0644
 HL0644  HISTORY     - Date     Condition        Report By
 HL0644  HISTORY     - 1952     MONUMENTED       USGS
 HL0644  HISTORY     - 1964     GOOD             USGS
 HL0644
 HL0644                          STATION DESCRIPTION
 HL0644
 HL0644'DESCRIBED BY US GEOLOGICAL SURVEY 1964 (FG)
 HL0644'ON SUMMIT OF KENDALL MTN., ABOUT 1.5 MI. SE. FROM TOWN OF SILVERTON,
 HL0644'COLORADO, AT HEAD OF SWANSEA AND IDAHO GULCHES.  ANIMALS CAN BE
 HL0644'TAKEN TO STATION BY WAY OF TRAIL, WHICH LEAVES SILVERTON AND RUNS S.
 HL0644'AROUND BASE OF KENDALL MTN., UP KENDALL GULCH TO TRAIL FORKS,
 HL0644'DIRECTLY S. OF MOUNTAIN A STEEP TRAIL LEADS TO STATION.
 HL0644'
 HL0644'STATION RECOVERED AS DESCRIBED.
 HL0644'
 HL0644'STATION MARK--STANDARD BRONZE TABLET, STAMPED ---R 1931---, UNDER
 HL0644'CENTER OF CAIRN, 3.5 FT. IN DIAMETER AT BASE AND 5.5 FT. HIGH.
 HL0644'IN 1952 ---KENDALL NO. 2--- WAS STAMPED ON THE TABLET.  THE TABLET
 HL0644'NOW READS ---R 1931, KENDALL NO. 2 VABM 13066---.
 HL0644'
 HL0644'REFERENCE MARK--BRONZE REFERENCE TABLET, CEMENTED IN ROCK, 14.5 FT.
 HL0644'FROM STATION MARK, N 59 DEG 30 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1187 ***********************************************************************
 LL1187  DESIGNATION -  KEOTA
 LL1187  PID         -  LL1187
 LL1187  STATE/COUNTY-  CO/WELD
 LL1187  USGS QUAD   -  KEOTA (1972)
 LL1187
 LL1187                         *CURRENT SURVEY CONTROL
 LL1187  ___________________________________________________________________
 LL1187* NAD 83(1992)-  40 41 29.93198(N)    104 02 27.53042(W)     ADJUSTED  
 LL1187* NAVD 88     -      1525.     (meters)    5003.     (feet)  SCALED    
 LL1187  ___________________________________________________________________
 LL1187  LAPLACE CORR-          -2.92  (seconds)                    DEFLEC99
 LL1187  GEOID HEIGHT-         -18.65  (meters)                     GEOID03
 LL1187
 LL1187  HORZ ORDER  -  SECOND
 LL1187
 LL1187.The horizontal coordinates were established by classical geodetic methods
 LL1187.and adjusted by the National Geodetic Survey in January 1993..
 LL1187
 LL1187.The orthometric height was scaled from a topographic map.
 LL1187
 LL1187.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1187
 LL1187.The geoid height was determined by GEOID03.
 LL1187
 LL1187;                    North         East     Units Scale Factor Converg.
 LL1187;SPC CO N     -   456,633.721 1,037,719.748   MT  0.99998641   +0 56 33.8
 LL1187;SPC CO N     - 1,498,139.13  3,404,585.54   sFT  0.99998641   +0 56 33.8
 LL1187;UTM  13      - 4,504,970.122   581,030.278   MT  0.99968082   +0 37 31.1
 LL1187
 LL1187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1187!SPC CO N     -   0.99976380  x   0.99998641  =   0.99975021
 LL1187!UTM  13      -   0.99976380  x   0.99968082  =   0.99944469
 LL1187
 LL1187|---------------------------------------------------------------------|
 LL1187| PID    Reference Object                     Distance      Geod. Az  |
 LL1187|                                                           dddmmss.s |
 LL1187| CP8378 KEOTA RM 1                           14.779 METERS 03256     |
 LL1187| CP8379 KEOTA RM 2                           16.531 METERS 27347     |
 LL1187| LL1185 KEOTA MUNICIPAL TANK                APPROX. 3.3 KM 2993900.2 |
 LL1187| CP8377 KEOTA AZ MK                                        3053249.2 |
 LL1187|---------------------------------------------------------------------|
 LL1187
 LL1187                          SUPERSEDED SURVEY CONTROL
 LL1187
 LL1187  NAD 83(1986)-  40 41 29.92671(N)    104 02 27.53213(W) AD(       ) 2
 LL1187  NAD 27      -  40 41 29.96890(N)    104 02 25.70960(W) AD(       ) 2
 LL1187
 LL1187.Superseded values are not recommended for survey control.
 LL1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1187.See file dsdata.txt to determine how the superseded data were derived.
 LL1187
 LL1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF8103004970(NAD 83)
 LL1187_MARKER: DS = TRIANGULATION STATION DISK
 LL1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1187
 LL1187  HISTORY     - Date     Condition        Report By
 LL1187  HISTORY     - 1963     MONUMENTED       CGS
 LL1187  HISTORY     - 1977     GOOD             NGS
 LL1187
 LL1187                          STATION DESCRIPTION
 LL1187
 LL1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 LL1187'THE STATION IS LOCATED ABOUT 2 MILES EAST AND 1 MILE SOUTH
 LL1187'OF KEOTA, AT THE APPROXIMATE CENTER OF SEC. 1 T8N R60W, AND
 LL1187'ON TOP A HIGH, FLAT RIDGE IN THE NATIONAL GRASSLAND AREA.
 LL1187'THE STATION IS ABOUT 0.1 MILE SOUTHWEST OF THE HIGHEST POINT
 LL1187'IN THE GENERAL VICINITY.
 LL1187'
 LL1187'TO REACH THE STATION FROM THE POST OFFICE IN KEOTA, GO EAST
 LL1187'FOR 0.15 MILE TO A T-INTERSECTION.  TURN RIGHT AND GO SOUTH
 LL1187'FOR 0.3 MILE TO A WIRE GATE AND SIGN KEOTA STEER PASTURE
 LL1187'ON THE LEFT, EAST, SIDE OF THE ROAD.  TURN LEFT, PASS THROUGH
 LL1187'THE GATE, AND FOLLOW THE TRACK ROAD EAST FOR 1.2 MILES TO A
 LL1187'DIM T-ROAD TO THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE
 LL1187'TRACK ROAD FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT, EAST,
 LL1187'SIDE OF THE ROAD.  TURN LEFT AND GO SOUTHEAST, ACROSS COUNTRY,
 LL1187'FOR 0.4 MILE TO THE TOP OF THE RIDGE AND THE STATION.
 LL1187'
 LL1187'THE STATION MARK, STAMPED KEOTA 1963, IS A STANDARD DISK
 LL1187'SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT THAT
 LL1187'PROJECTS 6 INCHES.  IT IS 12.4 FEET WEST OF A WITNESS POST.
 LL1187'
 LL1187'REFERENCE MARK NO. 1, STAMPED KEOTA NO 1 1963, IS A STANDARD
 LL1187'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT
 LL1187'THAT PROJECTS 3 INCHES.  IT IS 43.7 FEET NORTHEAST OF THE
 LL1187'WITNESS POST.
 LL1187'
 LL1187'REFERENCE MARK NO. 2, STAMPED KEOTA NO 2 1963, IS A STANDARD
 LL1187'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT
 LL1187'THAT PROJECTS 3 INCHES.  IT IS 66.7 FEET WEST OF THE WITNESS
 LL1187'POST.
 LL1187'
 LL1187'IT IS 88.6 FEET OR 27.02 METERS BETWEEN THE REFERENCE MARKS.
 LL1187'
 LL1187'THE AZIMUTH MARK, STAMPED KEOTA 1963, IS A STANDARD DISK
 LL1187'SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT THAT
 LL1187'PROJECTS 3 INCHES.  IT IS 65 FEET EAST OF THE CENTER OF THE TRACK
 LL1187'ROAD, 2.9 FEET NORTH OF A WITNESS POST, AND 2 FEET NORTH
 LL1187'OF A POWER POLE.
 LL1187
 LL1187                          STATION RECOVERY (1977)
 LL1187
 LL1187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 LL1187'STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  LOCATION
 LL1187'OF STATION IS STILL ADEQUATE.  THERE IS NO LONGER A POST OFFICE IN
 LL1187'THE SMALL TOWN OF KEOTA.
 LL1187'
 LL1187'STATION IS REACHED FROM THE WELD COUNTY DISTRICT NO 1 EQUIPEMENT
 LL1187'GARAGE IN KEOTA.  GO EAST ON A GRAVELED ROAD FOR 0.1 MILE TO A
 LL1187'GRAVELED T-ROAD (COUNTY ROAD 94).  TURN RIGHT AND GO SOUTH ON
 LL1187'COUNTY ROAD 94 FOR 0.3 MILE TO A TRACK ROAD AND WIRE GATE ON THE
 LL1187'LEFT.  (THIS IS ABOUT 0.05 MILE NORTH OF THE JUNCTION OF COUNTY
 LL1187'ROADS 94 AND 390) TURN LEFT AND GO EAST ON TRACK ROAD FOR ABOUT
 LL1187'135 FEET TO A WIRE GATE.  PASS THROUGHT THE GATE AND PROCEED EAST
 LL1187'ON A TRACK ROAD FOR 1.1 MILES TO A WELL TRAVELED TRACK ROAD ON
 LL1187'RIGHT.  TURN RIGHT AND GO SOUTHERLY ON THE TRACK ROAD FOR 0.35
 LL1187'MILE TO A POWERLINE POLE, A METAL WITNESS POST WITH A METAL SIGN
 LL1187'ATTACHED AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE IN A
 LL1187'SOUTHEASTERLY DIRECTION, ACROSS COUNTRY FOR 0.45 MILE TO TOPOF
 LL1187'RIDGE, A METAL WITNESS POST WITH SIGN AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1185 ***********************************************************************
 LL1185  DESIGNATION -  KEOTA MUNICIPAL TANK
 LL1185  PID         -  LL1185
 LL1185  STATE/COUNTY-  CO/WELD
 LL1185  USGS QUAD   -  KEOTA (1972)
 LL1185
 LL1185                         *CURRENT SURVEY CONTROL
 LL1185  ___________________________________________________________________
 LL1185* NAD 83(1992)-  40 42 22.78151(N)    104 04 29.57321(W)     ADJUSTED  
 LL1185* NAVD 88     -                                                        
 LL1185  ___________________________________________________________________
 LL1185  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 LL1185  GEOID HEIGHT-         -18.59  (meters)                     GEOID03
 LL1185
 LL1185  HORZ ORDER  -  THIRD
 LL1185
 LL1185.The horizontal coordinates were established by classical geodetic methods
 LL1185.and adjusted by the National Geodetic Survey in January 1993..
 LL1185
 LL1185
 LL1185.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1185
 LL1185.The geoid height was determined by GEOID03.
 LL1185
 LL1185;                    North         East     Units Scale Factor Converg.
 LL1185;SPC CO N     -   458,217.126 1,034,828.468   MT  0.99998841   +0 55 14.9
 LL1185;SPC CO N     - 1,503,334.02  3,395,099.73   sFT  0.99998841   +0 55 14.9
 LL1185;UTM  13      - 4,506,569.025   578,148.707   MT  0.99967517   +0 36 12.2
 LL1185
 LL1185                          SUPERSEDED SURVEY CONTROL
 LL1185
 LL1185  NAD 83(1986)-  40 42 22.77578(N)    104 04 29.57354(W) AD(       ) 4
 LL1185  NAD 27      -  40 42 22.82100(N)    104 04 27.75800(W) AD(       ) 3
 LL1185
 LL1185.Superseded values are not recommended for survey control.
 LL1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1185.See file dsdata.txt to determine how the superseded data were derived.
 LL1185
 LL1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF7814906569(NAD 83)
 LL1185_MARKER: 53 = ELEVATED TANK
 LL1185
 LL1185  HISTORY     - Date     Condition        Report By
 LL1185  HISTORY     - 1963     FIRST OBSERVED   CGS
 LL1185
 LL1185                          STATION DESCRIPTION
 LL1185
 LL1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 LL1185'THE STATION IS LOCATED IN THE NORTH PART OF KEOTA, 0.1 MILE
 LL1185'WEST AND 0.15 MILE NORTH OF THE POST OFFICE.
 LL1185'
 LL1185'THE STATION IS SUPPORTED BY A 4 LEGGED STEEL STRUCTURE PAINTED
 LL1185'BLACK IN COLOR.
 LL1185'
 LL1185'THE POINT INTERSECTED IS THE BALL AT THE APEX OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0673 ***********************************************************************
 JL0673  DESIGNATION -  KERBER
 JL0673  PID         -  JL0673
 JL0673  STATE/COUNTY-  CO/SAGUACHE
 JL0673  USGS QUAD   -  GRAVEYARD GULCH (1967)
 JL0673
 JL0673                         *CURRENT SURVEY CONTROL
 JL0673  ___________________________________________________________________
 JL0673* NAD 83(1992)-  38 11 16.17880(N)    106 02 18.83760(W)     ADJUSTED  
 JL0673* NAVD 88     -      3065.2    (meters)   10056.     (feet)  VERTCON   
 JL0673  ___________________________________________________________________
 JL0673  LAPLACE CORR-          -4.02  (seconds)                    DEFLEC99
 JL0673  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 JL0673
 JL0673  HORZ ORDER  -  FIRST
 JL0673
 JL0673.The horizontal coordinates were established by classical geodetic methods
 JL0673.and adjusted by the National Geodetic Survey in January 1993..
 JL0673
 JL0673.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0673
 JL0673.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0673
 JL0673.The geoid height was determined by GEOID03.
 JL0673
 JL0673;                    North         East     Units Scale Factor Converg.
 JL0673;SPC CO S     -   473,763.616   867,221.097   MT  0.99996440   -0 19 49.2
 JL0673;SPC CO S     - 1,554,339.46  2,845,207.88   sFT  0.99996440   -0 19 49.2
 JL0673;UTM  13      - 4,227,164.854   409,048.553   MT  0.99970188   -0 38 31.7
 JL0673
 JL0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0673!SPC CO S     -   0.99952163  x   0.99996440  =   0.99948605
 JL0673!UTM  13      -   0.99952163  x   0.99970188  =   0.99922366
 JL0673
 JL0673|---------------------------------------------------------------------|
 JL0673| PID    Reference Object                     Distance      Geod. Az  |
 JL0673|                                                           dddmmss.s |
 JL0673| CM7527 KERBER RM 1                           7.697 METERS 00439     |
 JL0673| CM7526 KERBER AZ MK                                       1101959.6 |
 JL0673| CM7528 KERBER RM 2                          11.125 METERS 26112     |
 JL0673|---------------------------------------------------------------------|
 JL0673
 JL0673                          SUPERSEDED SURVEY CONTROL
 JL0673
 JL0673  NAD 83(1986)-  38 11 16.17005(N)    106 02 18.84837(W) AD(       ) 1
 JL0673  NAD 27      -  38 11 16.17100(N)    106 02 16.78900(W) AD(       ) 1
 JL0673  NGVD 29 (07/19/86) 3063.7    (m)        10051.     (f) VERT ANG       
 JL0673
 JL0673.Superseded values are not recommended for survey control.
 JL0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0673.See file dsdata.txt to determine how the superseded data were derived.
 JL0673
 JL0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC0904927165(NAD 83)
 JL0673_MARKER: DS = TRIANGULATION STATION DISK
 JL0673_SETTING: 66 = SET IN ROCK OUTCROP
 JL0673
 JL0673  HISTORY     - Date     Condition        Report By
 JL0673  HISTORY     - 1935     MONUMENTED       CGS
 JL0673
 JL0673                          STATION DESCRIPTION
 JL0673
 JL0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 JL0673'STATION IS 7 MILES N AND 5 MILES E OF SAGUACHE, COLORADO,
 JL0673'IN THE NE 1/4 OF SEC. 1, T 45 N, R 8 E.  IT IS ON THE PEAK
 JL0673'OF AN E MOUNTAIN SPUR WHICH IS THE DIVIDE BETWEEN KERBER AND
 JL0673'SAGUACHE CREEKS AND IS THE HIGHEST POINT FOR ABOUT 2 MILES.
 JL0673'THE STATION PEAK IS THE NORTHERNMOST AND IS ABOUT 100 YARDS
 JL0673'LONG NE AND SW AND ABOUT 10 YARDS WIDE.  STATION IS 10 FEET
 JL0673'E OF A SMALL TREE WITH A TRIANGULAR BLAZE.
 JL0673'
 JL0673'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN
 JL0673'OUTCROPPING BEDROCK.
 JL0673'
 JL0673'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS WEDGED
 JL0673'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 JL0673'
 JL0673'REFERENCE MARK NO. 1 IS N OF THE STATION.
 JL0673'
 JL0673'REFERENCE MARK NO. 2 IS W OF THE STATION.
 JL0673'
 JL0673'AZIMUTH MARK IS ESE OF THE FIRST PEAK TO THE E.  THIS PEAK IS
 JL0673'LOWER AND MORE BARREN THAN THE STATION PEAK.  THE ROCK OUTCROP
 JL0673'IN WHICH THE MARK IS SET PROJECTS 8 INCHES.
 JL0673'
 JL0673'STATION IS REACHED FROM SAGUACHE, COLORADO, BY DRIVING EASTERLY
 JL0673'ON COLORADO HIGHWAY 15 FOR 5.2 MILES TO A TRACK ROAD LEADING
 JL0673'OFF TO THE LEFT ABOUT 200 YARDS BEYOND THE LAST SPUR RIDGE
 JL0673'TO THE LEFT OF THE HIGHWAY.  DRIVE 1.3 MILES NNE OF THIS
 JL0673'TRACK ROAD TO FORKS.  TAKE DEEPLY WORN LEFT FORK AND DRIVE
 JL0673'NORTHERLY FOR 0.2 MILE TO FORKS.  TAKE LESSER TRAVELED RIGHT
 JL0673'FORK AND GO 0.3 MILE TO FORKS.  TAKE LESSER TRAVELED RIGHT FORK
 JL0673'AND GO 0.4 MILE TO A LONE SW FENCE CORNER.  LEAVE ROAD AND
 JL0673'DRIVE E ALONG THE S SIDE OF THE FENCE FOR 0.3 MILE TO A ROAD
 JL0673'T-INTERSECTION, STEM W.  TAKE LEFT FORK N ON A TRACK ROAD AND GO
 JL0673'0.3 MILE TO FORKS.  TAKE MAIN RIGHT FORK AND GO 0.2 MILE TO
 JL0673'FORKS.  TAKE MAIN LEFT FORK AND GO NORTHERLY 0.7 MILE TO FORKS.
 JL0673'TAKE MAIN RIGHT FORK NORTHERLY FOR 0.6 MILE TO BOARD GATE.
 JL0673'PASS THROUGH GATE AND CONTINUE NORTHERLY 0.1 MILE TO FORKS.
 JL0673'TAKE RIGHT FORK EASTERLY AND GO 0.6 MILE TO CREEK BED.
 JL0673'TAKE MAIN RIGHT FORK NORTHERLY UP RIGHT-HAND CANYON FOR 0.7
 JL0673'MILE TO END OF TRUCK TRAVEL AND BASE OF STATION PEAK AND A
 JL0673'SPRING.  FROM THE SPRING PACK W TO TOP OF RIDGE TO LEFT, THEN
 JL0673'N ALONG TOP OF RIDGE TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1218 ***********************************************************************
 LL1218  DESIGNATION -  KERSEY WATER TANK
 LL1218  PID         -  LL1218
 LL1218  STATE/COUNTY-  CO/WELD
 LL1218  USGS QUAD   -  KERSEY (1950)
 LL1218
 LL1218                         *CURRENT SURVEY CONTROL
 LL1218  ___________________________________________________________________
 LL1218* NAD 83(1992)-  40 23 14.70158(N)    104 33 41.41568(W)     ADJUSTED  
 LL1218* NAVD 88     -                                                        
 LL1218  ___________________________________________________________________
 LL1218  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 LL1218  GEOID HEIGHT-         -18.56  (meters)                     GEOID03
 LL1218
 LL1218  HORZ ORDER  -  THIRD
 LL1218
 LL1218.The horizontal coordinates were established by classical geodetic methods
 LL1218.and adjusted by the National Geodetic Survey in January 1993..
 LL1218
 LL1218
 LL1218.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1218
 LL1218.The geoid height was determined by GEOID03.
 LL1218
 LL1218;                    North         East     Units Scale Factor Converg.
 LL1218;SPC CO N     -   422,258.542   994,084.142   MT  0.99995968   +0 36 23.0
 LL1218;SPC CO N     - 1,385,359.90  3,261,424.39   sFT  0.99995968   +0 36 23.0
 LL1218;UTM  13      - 4,470,850.451   537,217.527   MT  0.99961705   +0 17 02.9
 LL1218
 LL1218                          SUPERSEDED SURVEY CONTROL
 LL1218
 LL1218  NAD 83(1986)-  40 23 14.68319(N)    104 33 41.41081(W) AD(       ) 4
 LL1218  NAD 27      -  40 23 14.76000(N)    104 33 39.56000(W) AD(       ) 3
 LL1218
 LL1218.Superseded values are not recommended for survey control.
 LL1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1218.See file dsdata.txt to determine how the superseded data were derived.
 LL1218
 LL1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE3721870850(NAD 83)
 LL1218_MARKER: 51 = TANK
 LL1218
 LL1218  HISTORY     - Date     Condition        Report By
 LL1218  HISTORY     - 1935     FIRST OBSERVED   CGS
 LL1218  HISTORY     - 1959     GOOD             CGS
 LL1218  HISTORY     - 1974     GOOD             NGS
 LL1218
 LL1218                          STATION DESCRIPTION
 LL1218
 LL1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (LFV)
 LL1218'STATION RECOVERED BUT NOT VISITED.  ANGLES AT DEWEY (USGS 1912),
 LL1218'1935 CHECK PUBLISHED DATA.
 LL1218
 LL1218                          STATION RECOVERY (1974)
 LL1218
 LL1218'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JVD)
 LL1218'NO PREVIOUS DESCRIPTION AVAILABLE.  THE STATION IS A LARGE TANK ON
 LL1218'FOUR LEGS LOCATED AT THE EDGE OF A CITY PARK IN KERSEY.  IT IS THE
 LL1218'ONLY ELEVATED TANK IN THE TOWN.
 LL1218'
 LL1218'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT KERSEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0720 ***********************************************************************
 LK0720  DESIGNATION -  KESTER
 LK0720  PID         -  LK0720
 LK0720  STATE/COUNTY-  CO/LOGAN
 LK0720  USGS QUAD   -  AVALO SE (1977)
 LK0720
 LK0720                         *CURRENT SURVEY CONTROL
 LK0720  ___________________________________________________________________
 LK0720* NAD 83(1992)-  40 48 36.78634(N)    103 30 39.39708(W)     ADJUSTED  
 LK0720* NAVD 88     -      1375.9    (meters)    4514.     (feet)  GPS OBS   
 LK0720  ___________________________________________________________________
 LK0720  X           -  -1,129,704.057 (meters)                     COMP
 LK0720  Y           -  -4,701,599.763 (meters)                     COMP
 LK0720  Z           -   4,147,381.096 (meters)                     COMP
 LK0720  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 LK0720  ELLIP HEIGHT-        1356.81  (meters)          (12/03/02) GPS OBS
 LK0720  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 LK0720
 LK0720  HORZ ORDER  -  FIRST
 LK0720  ELLP ORDER  -  FOURTH    CLASS II
 LK0720
 LK0720.The horizontal coordinates were established by GPS observations
 LK0720.and adjusted by the National Geodetic Survey in July 1996..
 LK0720
 LK0720.The orthometric height was determined by GPS observations and a
 LK0720.high-resolution geoid model.
 LK0720
 LK0720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0720
 LK0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0720
 LK0720.The ellipsoidal height was determined by GPS observations
 LK0720.and is referenced to NAD 83.
 LK0720
 LK0720.The geoid height was determined by GEOID03.
 LK0720
 LK0720;                    North         East     Units Scale Factor Converg.
 LK0720;SPC CO N     -   470,668.491 1,082,217.224   MT  1.00000447   +1 17 06.7
 LK0720;SPC CO N     - 1,544,184.87  3,550,574.34   sFT  1.00000447   +1 17 06.7
 LK0720;UTM  13      - 4,518,756.593   625,592.527   MT  0.99979415   +0 58 23.9
 LK0720
 LK0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0720!SPC CO N     -   0.99978721  x   1.00000447  =   0.99979168
 LK0720!UTM  13      -   0.99978721  x   0.99979415  =   0.99958141
 LK0720
 LK0720:                Primary Azimuth Mark                     Grid Az
 LK0720:SPC CO N     -  KESTER AZ MK                             078 24 32.9
 LK0720:UTM  13      -  KESTER AZ MK                             078 43 15.7
 LK0720
 LK0720|---------------------------------------------------------------------|
 LK0720| PID    Reference Object                     Distance      Geod. Az  |
 LK0720|                                                           dddmmss.s |
 LK0720| CP8380 KESTER AZ MK                                       0794139.6 |
 LK0720| CP8381 KESTER RM 1                          39.959 METERS 17843     |
 LK0720| CP8382 KESTER RM 2                          37.954 METERS 28701     |
 LK0720|---------------------------------------------------------------------|
 LK0720
 LK0720                          SUPERSEDED SURVEY CONTROL
 LK0720
 LK0720  ELLIP H (10/08/96) 1356.85   (m)                       GP(       ) 1 1
 LK0720  ELLIP H (07/08/96) 1357.10   (m)                       GP(       ) 1 1
 LK0720  NAD 83(1992)-  40 48 36.78033(N)    103 30 39.39762(W) AD(       ) 1
 LK0720  NAD 83(1986)-  40 48 36.77586(N)    103 30 39.39737(W) AD(       ) 1
 LK0720  NAD 27      -  40 48 36.83230(N)    103 30 37.62590(W) AD(       ) 1
 LK0720
 LK0720.Superseded values are not recommended for survey control.
 LK0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0720.See file dsdata.txt to determine how the superseded data were derived.
 LK0720
 LK0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF2559318757(NAD 83)
 LK0720_MARKER: DS = TRIANGULATION STATION DISK
 LK0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0720_STAMPING: KESTER 1934
 LK0720_MARK LOGO: CGS   
 LK0720_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LK0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0720+STABILITY: SURFACE MOTION
 LK0720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0720+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1995
 LK0720
 LK0720  HISTORY     - Date     Condition        Report By
 LK0720  HISTORY     - 1934     MONUMENTED       CGS
 LK0720  HISTORY     - 1963     GOOD             CGS
 LK0720  HISTORY     - 19950629 GOOD             MSAM
 LK0720
 LK0720                          STATION DESCRIPTION
 LK0720
 LK0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 LK0720'THE STATION IS ON TOP OF A HIGH HILL 4 MILES, AIRLINE, SOUTH
 LK0720'OF WESTPLAINS POST OFFICE, IN LOCALITY OF SEC. 27, T. 10 N.,
 LK0720'R. 55 W.  THE HILL IS THE HIGHEST IN THE VICINITY AND IS ON
 LK0720'LAND OWNED BY MR. A.S. KESTER.  MR. KESTERS RANCH IS A MILE
 LK0720'NORTH OF THE STATION.  MARK PROJECTS 12 INCHES.
 LK0720'
 LK0720'THE STATION MAY BE REACHED FROM THE T-INTERSECTION OF ROADS
 LK0720'1/4 MILE SOUTH OF THE WESTPLAINS POST OFFICE AT PIONEER SCHOOL
 LK0720'OF DISTRICT 56, BY GOING DUE SOUTH FOR 3.5 MILES.  TURN RIGHT
 LK0720'INTO YARD AND GO NORTHWEST ABOUT 50 YARDS TO WINDMILL AT REAR
 LK0720'OF HOUSE, PASS THROUGH WIRE GATE AND GO DUE SOUTH ALONG THE
 LK0720'WEST SIDE OF FENCE FOR ABOUT 50 YARDS, AND THENCE SOUTHWESTERLY
 LK0720'ON TRACKS TO EDGE OF CORNFIELD, OR A TOTAL DISTANCE OF 0.5
 LK0720'MILE.  TURN RIGHT, (WEST) PASSING OLD TRACTOR CHASSIS AT 0.1
 LK0720'MILE, AND GO 0.2 MILE.  TURN RIGHT, OR NORTHWESTERLY AND GO
 LK0720'0.4 MILE TO TOP OF HILL AND STATION.
 LK0720'
 LK0720'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LK0720'BRONZE DISKS SET.
 LK0720'
 LK0720'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION AND PROJECTS
 LK0720'12 INCHES.
 LK0720'
 LK0720'REFERENCE MARK NO. 2 IS WEST OF THE STATION AND PROJECTS
 LK0720'12 INCHES.
 LK0720'
 LK0720'AZIMUTH MARK IS EAST OF THE STATION NEAR A FARMHOUSE AND IS
 LK0720'0.1 MILE WEST OF A NORTH-SOUTH SECTION-LINE ROAD.  THE MARK IS
 LK0720'APPROXIMATELY 28 YARDS SOUTHWEST OF THE WINDMILL ON THE FARM,
 LK0720'2 FEET WEST OF A NORTH-SOUTH FENCE LINE, 13 FEET SOUTH OF WIRE
 LK0720'GATE IN THE SAME FENCE AND PROJECTS 12 INCHES.
 LK0720'
 LK0720'A 10-FOOT STAND WILL CLEAR ALL LINES.
 LK0720
 LK0720                          STATION RECOVERY (1963)
 LK0720
 LK0720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 LK0720'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 LK0720'CONDITION AS DESCRIBED IN THE 1934 DESCRIPTION.
 LK0720'
 LK0720'A NEW WITNESS POST WAS ESTABLISHED 2.7 FEET EAST-NORTHEAST
 LK0720'OF THE STATION, 13.5 FEET NORTH OF REFERENCE MARK 1, 125.3
 LK0720'FEET EAST OF REFERENCE MARK 2 AND 1.2 FEET EAST OF THE AZIMUTH
 LK0720'MARK.  DUE TO CHANGES IN ROADS A NEW TO REACH FOLLOWS.
 LK0720'
 LK0720'TO REACH FROM THE INTERSECTION OF 4 TH. STREET AND MAIN STREET
 LK0720'IN STERLING, GO WEST ON MAIN STREET (STATE HIGHWAY 14) FOR
 LK0720'14.4 MILES TO A CROSSROAD, TURN RIGHT AND GO NORTH AND WEST
 LK0720'ON A GRAVELED ROAD FOR 5.9 MILES TO A CROSSROAD.  TURN RIGHT
 LK0720'AND GO NORTH AND EAST FOR 2.5 MILES TO A SIDE ROAD LEFT, TURN
 LK0720'LEFT AND GO NORTH ON A GRAVELED ROAD FOR 7.3 MILES TO THE CREST
 LK0720'OF A RIDGE AND A TRACK ROAD ON THE RIGHT, TURN RIGHT AND FOLLOW
 LK0720'THE TRACK ROAD EAST FOR 0.35 MILE TO THE STATION ON THE
 LK0720'HIGHEST POINT.
 LK0720'
 LK0720'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHEAST ALONG
 LK0720'THE WEST SIDE OF A FENCE FOR 0.55 MILE TO A GATE, PASS THROUGH
 LK0720'THE GATE AND GO EAST ALONG THE SOUTH SIDE OF A FENCE FOR 0.35
 LK0720'MILE TO A GATE, PASS THROUGH THE GATE AND GO NORTH ACROSS
 LK0720'A PASTURE FOR 0.6 MILE TO THE AZIMUTH MARK.
 LK0720
 LK0720                          STATION RECOVERY (1995)
 LK0720
 LK0720'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0720'THE STATION IS LOCATED ABOUT 19.5 MILES (31.4 KM) NORTH OF WILLARD,
 LK0720'ABOUT 22.5 MILES (36.2 KM) NORTHWEST OF STERLING, IN THE NORTHWEST 1/4
 LK0720'OF SECTION 27, T 10 N.  R 55 W, OWNERSHIP-- MR.  JOHN PIVONKA (970)
 LK0720'522-5075.  TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD
 LK0720'11 AND COUNTY ROAD 18 IN WILLARD, GO 4.8 MILES (7.7 KM) NORTH ON
 LK0720'COUNTY ROAD 11 TO SH 14, CONTINUE 1.85 MILES (2.98 KM) NORTH ON COUNTY
 LK0720'ROAD 11 TO COUNTY ROAD 30.7, GO 0.9 MILES (1.4 KM) WEST ON COUNTY ROAD
 LK0720'30.7 TO COUNTY ROAD 9, GO 1.3 MILES (2.1 KM) NORTH ON COUNTY ROAD 9 TO
 LK0720'COUNTY ROAD 34, GO 1 MILE (1.6 KM) WEST ON COUNTY ROAD 34 TO COUNTY
 LK0720'ROAD 7, GO 2.5 MILES (4.0 KM) NORTH ON WINDING COUNTY ROAD 7 TO COUNTY
 LK0720'ROAD 38, GO 0.08 MILES (0.13 KM) EAST ON COUNTY ROAD 38 TO COUNTY ROAD
 LK0720'7, GO 7.3 MILES (11.7 KM) NORTH ON COUNTY ROAD 7 TO A CATTLE GUARD, ON
 LK0720'THE NORTH SIDE OF THE CATTLE GUARD GO 0.1 MILES (0.2 KM) EAST ALONG
 LK0720'THE NORTH SIDE OF A FENCE TO A DRAW, YOU HAVE TO PARK HERE, GO 400 M
 LK0720'(1312.3 FT) EAST ALONG THE NORTHSIDE OF THE SAME FENCE, TO A THREE WAY
 LK0720'FENCE CORNER, GO 425 FT (129.5 M) NORTH ALONG THE WEST SIDE OF A
 LK0720'FENCE, GO 56 FT (17.1 M) WEST INTO THE OPEN FIELD TO THE STATION.  THE
 LK0720'STATION IS STANDARD DISK IN A SQUARE CONCRETE MONUMENT, THE STATION IS
 LK0720'425 FT (129.5 M) NORTH OF A EAST-WEST FENCE, IT IS 56 FT (17.1 M) WEST
 LK0720'OF A NORTH-SOUTH FENCE, IT IS 4 SOUTH OF A FIBERGLASS WITNESS POST
 LK0720'(NOAA) , RM 1 AND RM 2 WERE RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2039 ***********************************************************************
 KK2039  DESIGNATION -  KEYSTONE
 KK2039  PID         -  KK2039
 KK2039  STATE/COUNTY-  CO/SUMMIT
 KK2039  USGS QUAD   -  KEYSTONE (1987)
 KK2039
 KK2039                         *CURRENT SURVEY CONTROL
 KK2039  ___________________________________________________________________
 KK2039* NAD 83(1992)-  39 33 32.27008(N)    105 54 38.32800(W)     ADJUSTED  
 KK2039* NAVD 88     -      3783.9    (meters)   12414.     (feet)  VERTCON   
 KK2039  ___________________________________________________________________
 KK2039  LAPLACE CORR-           5.66  (seconds)                    DEFLEC99
 KK2039  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 KK2039
 KK2039  HORZ ORDER  -  SECOND
 KK2039
 KK2039.The horizontal coordinates were established by classical geodetic methods
 KK2039.and adjusted by the National Geodetic Survey in January 1993..
 KK2039
 KK2039.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2039
 KK2039.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2039
 KK2039.The geoid height was determined by GEOID03.
 KK2039
 KK2039;                    North         East     Units Scale Factor Converg.
 KK2039;SPC CO C     -   496,441.763   879,111.825   MT  0.99996779   -0 15 32.4
 KK2039;SPC CO C     - 1,628,742.68  2,884,219.38   sFT  0.99996779   -0 15 32.4
 KK2039;UTM  13      - 4,379,204.350   421,769.066   MT  0.99967535   -0 34 48.0
 KK2039
 KK2039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2039!SPC CO C     -   0.99940867  x   0.99996779  =   0.99937648
 KK2039!UTM  13      -   0.99940867  x   0.99967535  =   0.99908421
 KK2039
 KK2039|---------------------------------------------------------------------|
 KK2039| PID    Reference Object                     Distance      Geod. Az  |
 KK2039|                                                           dddmmss.s |
 KK2039| CP8387 KEYSTONE RM 1                        16.054 METERS 14425     |
 KK2039| CP8388 KEYSTONE RM 2                         5.348 METERS 20921     |
 KK2039| CP8386 KEYSTONE AZ MK                                     2551518.3 |
 KK2039| KL0607 TENMILE RIDGE PEAK 1 CAIRN          APPROX.18.1 KM 2642720.6 |
 KK2039|---------------------------------------------------------------------|
 KK2039
 KK2039                          SUPERSEDED SURVEY CONTROL
 KK2039
 KK2039  NAD 83(1986)-  39 33 32.26057(N)    105 54 38.33008(W) AD(       ) 2
 KK2039  NAD 27      -  39 33 32.31100(N)    105 54 36.28300(W) AD(       ) 2
 KK2039  NGVD 29 (07/19/86) 3782.1    (m)        12408.     (f) VERT ANG       
 KK2039
 KK2039.Superseded values are not recommended for survey control.
 KK2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2039.See file dsdata.txt to determine how the superseded data were derived.
 KK2039
 KK2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD2176979204(NAD 83)
 KK2039_MARKER: DS = TRIANGULATION STATION DISK
 KK2039_SETTING: 80 = SET IN A BOULDER
 KK2039_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KK2039
 KK2039  HISTORY     - Date     Condition        Report By
 KK2039  HISTORY     - 1951     MONUMENTED       CGS
 KK2039  HISTORY     - 1959     GOOD             AMS
 KK2039
 KK2039                          STATION DESCRIPTION
 KK2039
 KK2039'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 KK2039'THE STATION IS LOCATED ON A ROUND TOPPED, GRASSY HILL AT THE
 KK2039'HEAD OF KEYSTONE CANYON.  IT IS AIRLINE ABOUT 3 MILES WEST OF
 KK2039'MONTEZUMA, ABOUT 10 MILES NORTHEAST OF BRECKENRIDGE, AND ABOUT
 KK2039'8 MILES EAST OF DILLON.
 KK2039'
 KK2039'THE STATION IS A STANDARD DISK STAMPED KEYSTONE 1951 SET
 KK2039'IN A DRILL HOLE IN A BOULDER WHICH IS ABOUT FLUSH WITH THE TOP OF
 KK2039'THE GROUND.
 KK2039'
 KK2039'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KEYSTONE
 KK2039'NO 1 1951 SET IN A DRILL HOLE IN A 2-BY 3-FOOT BOULDER WHICH
 KK2039'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT 2 FEET
 KK2039'LOWER THAN THE STATION.
 KK2039'
 KK2039'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KEYSTONE
 KK2039'NO 2 1951 SET IN A DRILL HOLE IN A 2-BY 3-FOOT BOULDER WHICH
 KK2039'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT 1 FOOT
 KK2039'LOWER THAN THE STATION.
 KK2039'
 KK2039'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KEYSTONE 1951
 KK2039'SET IN A DRILL HOLE IN A 14-BY 28-INCH BOULDER WHICH PROJECTS
 KK2039'ABOUT 3 INCHES ABOVE THE GROUND.  IT IS ABOUT 5 FEET NORTHWEST
 KK2039'OF A WHITE WITNESS POST AND ABOUT 20 FEET NORTH OF THE CENTER
 KK2039'LINE OF A DIRT ROAD.
 KK2039'
 KK2039'TO REACH THE STATION FROM THE POST OFFICE IN DILLON, GO EAST
 KK2039'ON U.S. HIGHWAY 6 FOR 3.6 MILES TO A SIDE ROAD, RIGHT, AND A
 KK2039'SIGN R.S. SANNS LUMBER CO.  TURN RIGHT OFF THE HIGHWAY AND
 KK2039'FOLLOW THE DIRT ROAD, EASTERLY, FOR 1.2 MILES.  TAKE THE
 KK2039'RIGHT FORK AND FOLLOW THE MAIN TRAVELED ROAD UP THE EAST
 KK2039'SIDE OF KEYSTONE CANYON FOR 5.45 MILES TO A RIGHT ANGLE SWITCH
 KK2039'BACK, A WHITE WITNESS POST, AND THE AZIMUTH MARK.  CONTINUE
 KK2039'ON THE GRADED ROAD FOR 1.7 MILES TO A FAINT SIDE ROAD, RIGHT,
 KK2039'JUST AFTER PASSING THE OLD MINE BUILDINGS, AND THE END OF
 KK2039'REGULAR TRUCK TRAVEL.  PACK NORTHERLY FOR ABOUT 0.3 MILE TO
 KK2039'THE HIGHEST POINT OF THE HILL AND THE STATION.  IT IS ABOUT
 KK2039'A 20 MINUTE PACK.
 KK2039'
 KK2039'HEIGHT OF LIGHT ABOVE STATION MARK 1.39 METERS.
 KK2039
 KK2039                          STATION RECOVERY (1959)
 KK2039
 KK2039'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1959
 KK2039'STATION, REFERENCE MARKS, AND THE AZIMUTH MARK WERE RECOVERED
 KK2039'AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0768 ***********************************************************************
 JL0768  DESIGNATION -  KEZAR
 JL0768  PID         -  JL0768
 JL0768  STATE/COUNTY-  CO/GUNNISON
 JL0768  USGS QUAD   -  BIG MESA (1982)
 JL0768
 JL0768                         *CURRENT SURVEY CONTROL
 JL0768  ___________________________________________________________________
 JL0768* NAD 83(1992)-  38 26 06.32775(N)    107 07 23.62131(W)     ADJUSTED  
 JL0768* NAVD 88     -      2453.8    (meters)    8051.     (feet)  VERTCON   
 JL0768  ___________________________________________________________________
 JL0768  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 JL0768  GEOID HEIGHT-         -14.45  (meters)                     GEOID03
 JL0768
 JL0768  HORZ ORDER  -  THIRD
 JL0768
 JL0768.The horizontal coordinates were established by classical geodetic methods
 JL0768.and adjusted by the National Geodetic Survey in January 1993..
 JL0768
 JL0768.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0768
 JL0768.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0768
 JL0768.The geoid height was determined by GEOID03.
 JL0768
 JL0768;                    North         East     Units Scale Factor Converg.
 JL0768;SPC CO C     -   372,866.712   772,683.286   MT  1.00000296   -1 01 25.5
 JL0768;SPC CO C     - 1,223,313.54  2,535,045.08   sFT  1.00000296   -1 01 25.5
 JL0768;UTM  13      - 4,256,226.081   314,683.256   MT  1.00002294   -1 19 12.8
 JL0768
 JL0768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0768!SPC CO C     -   0.99961740  x   1.00000296  =   0.99962036
 JL0768!UTM  13      -   0.99961740  x   1.00002294  =   0.99964033
 JL0768
 JL0768:                Primary Azimuth Mark                     Grid Az
 JL0768:SPC CO C     -  REISS                                    009 04 59.7
 JL0768:UTM  13      -  REISS                                    009 22 47.0
 JL0768
 JL0768|---------------------------------------------------------------------|
 JL0768| PID    Reference Object                     Distance      Geod. Az  |
 JL0768|                                                           dddmmss.s |
 JL0768| JL0767 REISS                               APPROX. 2.8 KM 0080334.2 |
 JL0768|---------------------------------------------------------------------|
 JL0768
 JL0768                          SUPERSEDED SURVEY CONTROL
 JL0768
 JL0768  NAD 83(1986)-  38 26 06.32509(N)    107 07 23.63060(W) AD(       ) 3
 JL0768  NAD 27      -  38 26 06.35320(N)    107 07 21.44125(W) AD(       ) 3
 JL0768  NGVD 29 (07/19/86) 2452.3    (m)         8046.     (f) VERT ANG       
 JL0768
 JL0768.Superseded values are not recommended for survey control.
 JL0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0768.See file dsdata.txt to determine how the superseded data were derived.
 JL0768
 JL0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC1468356226(NAD 83)
 JL0768_MARKER: DD = SURVEY DISK
 JL0768_SETTING: 80 = SET IN A BOULDER
 JL0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0768+STABILITY: SURFACE MOTION
 JL0768
 JL0768  HISTORY     - Date     Condition        Report By
 JL0768  HISTORY     - 1950     MONUMENTED       USGS
 JL0768
 JL0768                          STATION DESCRIPTION
 JL0768
 JL0768'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JL0768'STATION LOCATED ABOUT 4 MI. AIRLINE SW. OF IOLA, ON A LOW BARE TOPPED
 JL0768'HILL IN KEZAR BASIN.
 JL0768'
 JL0768'TO REACH STATION FROM IOLA SCHOOL HOUSE, GO S. 0.8 MI. TO DIRT RD.
 JL0768'TURN RIGHT -W.- 0.3 MI.TO FORKS, THENCE LEFT SW.1.5 MI.TO WHERE A
 JL0768'TRACK RD S.2.5 MI.TO FORK AT OLD RANCH BLDGS. TAKE RIGHT FORK W.0.5 MI
 JL0768'-S.- 2.5 MI. TO FORK AT OLD RANCH BLDGS.  TAKE RIGHT FORK W. 0.5 MI.
 JL0768'FROM THIS POINT, STATION IS ON HILL , ABOUT 0.2 MI. TO THE S.
 JL0768'
 JL0768'STATION MARK - STANDARD TABLET STAMPED --- C-KEZAR 1950 --- CEMENTED
 JL0768'IN BOULDER.
 JL0768'
 JL0768'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4281 ***********************************************************************
 AE4281  DESIGNATION -  KILE
 AE4281  PID         -  AE4281
 AE4281  STATE/COUNTY-  CO/EL PASO
 AE4281  USGS QUAD   -  RUSH NW (1973)
 AE4281
 AE4281                         *CURRENT SURVEY CONTROL
 AE4281  ___________________________________________________________________
 AE4281* NAD 83(1992)-  38 55 33.66941(N)    104 07 40.53128(W)     ADJUSTED  
 AE4281* NAVD 88     -      1916.0    (meters)    6286.     (feet)  GPS OBS   
 AE4281  ___________________________________________________________________
 AE4281  X           -  -1,213,107.876 (meters)                     COMP
 AE4281  Y           -  -4,819,641.708 (meters)                     COMP
 AE4281  Z           -   3,987,122.871 (meters)                     COMP
 AE4281  LAPLACE CORR-          -5.95  (seconds)                    DEFLEC99
 AE4281  ELLIP HEIGHT-        1896.89  (meters)          (12/03/02) GPS OBS
 AE4281  GEOID HEIGHT-         -19.12  (meters)                     GEOID03
 AE4281
 AE4281  HORZ ORDER  -  FIRST
 AE4281  ELLP ORDER  -  FOURTH    CLASS II
 AE4281
 AE4281.The horizontal coordinates were established by GPS observations
 AE4281.and adjusted by the National Geodetic Survey in October 1997..
 AE4281
 AE4281.The orthometric height was determined by GPS observations and a
 AE4281.high-resolution geoid model.
 AE4281
 AE4281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4281
 AE4281.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4281
 AE4281.The ellipsoidal height was determined by GPS observations
 AE4281.and is referenced to NAD 83.
 AE4281
 AE4281.The geoid height was determined by GEOID03.
 AE4281
 AE4281;                    North         East     Units Scale Factor Converg.
 AE4281;SPC CO C     -   426,994.786 1,033,371.799   MT  0.99994055   +0 51 55.3
 AE4281;SPC CO C     - 1,400,898.73  3,390,320.64   sFT  0.99994055   +0 51 55.3
 AE4281;UTM  13      - 4,308,928.395   575,593.668   MT  0.99967036   +0 32 52.7
 AE4281
 AE4281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4281!SPC CO C     -   0.99970247  x   0.99994055  =   0.99964304
 AE4281!UTM  13      -   0.99970247  x   0.99967036  =   0.99937293
 AE4281
 AE4281                          SUPERSEDED SURVEY CONTROL
 AE4281
 AE4281  ELLIP H (10/31/97) 1896.90   (m)                       GP(       ) 4 1
 AE4281
 AE4281.Superseded values are not recommended for survey control.
 AE4281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4281.See file dsdata.txt to determine how the superseded data were derived.
 AE4281
 AE4281_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED7559408928(NAD 83)
 AE4281_MARKER: DH = HORIZONTAL CONTROL DISK
 AE4281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4281_STAMPING: KILE 1996
 AE4281_MARK LOGO: NGS   
 AE4281_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE4281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4281+STABILITY: SURFACE MOTION
 AE4281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4281+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4281
 AE4281  HISTORY     - Date     Condition        Report By
 AE4281  HISTORY     - 1996     MONUMENTED       NGS
 AE4281
 AE4281                          STATION DESCRIPTION
 AE4281
 AE4281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE4281'THE STATION IS LOCATED ABOUT 13.5 MI (21.7 KM) SOUTH OF RAMAH, 12 MI
 AE4281'(19.3 KM) SOUTHEAST OF CALHAN AND 6 MI (9.7 KM) NORTH-NORTHWEST OF
 AE4281'RUSH, IN THE NORTHWEST 1/4 OF SECTION 16, T 13 S, R 60 W.
 AE4281'OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY  TO REACH THE STATION, GO TO THE
 AE4281'INTERSECTION OF BERRIDGE ROAD AND JAMESON LANE TO THE STATION IN THE
 AE4281'SOUTHEAST CORNER OF THE INTERSECTION  THE MARK IS A STANDARD DISK SET
 AE4281'IN A 50 CM ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 30.2 M
 AE4281'(99.1 FT) SOUTH FROM THE CENTER OF JAMESON LANE, 21.3 M (69.9 FT)
 AE4281'SOUTH FROM A FENCE CORNER, 8.2 M (26.9 FT) EAST FROM THE CENTER OF
 AE4281'BERRIDGE ROAD, 0.4 M (1.3 FT) SOUTH FROM A WITNESS POST, 0.3 M (1.0
 AE4281'FT) WEST FROM A RIGHT-OF-WAY FENCE AND ABOUT EVEN WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0824 ***********************************************************************
 KL0824  DESIGNATION -  KIM
 KL0824  PID         -  KL0824
 KL0824  STATE/COUNTY-  CO/MESA
 KL0824  USGS QUAD   -  HAWXHURST CREEK (1982)
 KL0824
 KL0824                         *CURRENT SURVEY CONTROL
 KL0824  ___________________________________________________________________
 KL0824* NAD 83(1992)-  39 19 09.30479(N)    107 57 41.90513(W)     ADJUSTED  
 KL0824* NAVD 88     -      2661.5    (meters)    8732.     (feet)  VERTCON   
 KL0824  ___________________________________________________________________
 KL0824  LAPLACE CORR-           6.94  (seconds)                    DEFLEC99
 KL0824  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 KL0824
 KL0824  HORZ ORDER  -  THIRD
 KL0824
 KL0824.The horizontal coordinates were established by classical geodetic methods
 KL0824.and adjusted by the National Geodetic Survey in January 1993..
 KL0824
 KL0824.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0824
 KL0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0824
 KL0824.The geoid height was determined by GEOID03.
 KL0824
 KL0824;                    North         East     Units Scale Factor Converg.
 KL0824;SPC CO C     -   472,625.140   702,158.419   MT  0.99994314   -1 33 09.1
 KL0824;SPC CO C     - 1,550,604.31  2,303,664.75   sFT  0.99994314   -1 33 09.1
 KL0824;UTM  13      - 4,356,388.543   244,680.184   MT  1.00040271   -1 52 39.5
 KL0824;UTM  12      - 4,356,608.218   761,934.927   MT  1.00044485   +1 55 34.8
 KL0824
 KL0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0824!SPC CO C     -   0.99958508  x   0.99994314  =   0.99952825
 KL0824!UTM  13      -   0.99958508  x   1.00040271  =   0.99998763
 KL0824!UTM  12      -   0.99958508  x   1.00044485  =   1.00002975
 KL0824
 KL0824                          SUPERSEDED SURVEY CONTROL
 KL0824
 KL0824  NAD 83(1986)-  39 19 09.30058(N)    107 57 41.89891(W) AD(       ) 3
 KL0824  NGVD 29 (05/18/92) 2660.1    (m)         8727.     (f) VERT ANG       
 KL0824
 KL0824.Superseded values are not recommended for survey control.
 KL0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0824.See file dsdata.txt to determine how the superseded data were derived.
 KL0824
 KL0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD4468056389(NAD 83)
 KL0824_MARKER: DD = SURVEY DISK
 KL0824_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KL0824_SP_SET: METAL PIPE AND CONCRETE SURROUND
 KL0824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0824
 KL0824  HISTORY     - Date     Condition        Report By
 KL0824  HISTORY     - 1953     MONUMENTED       USGS
 KL0824  HISTORY     - 1959     GOOD             USGS
 KL0824
 KL0824                          STATION DESCRIPTION
 KL0824
 KL0824'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 KL0824'NO TEXT.
 KL0824
 KL0824                          STATION RECOVERY (1959)
 KL0824
 KL0824'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KL0824'STATION IS LOCATED ABOUT 6 MI. N. OF COLLBRAN, COLORADO, ON THE
 KL0824'S. SLOPE OF A HILL, WHICH MAKES UP PART OF A SPUR FROM BATTLEMENT
 KL0824'MESA.  IT IS ABOUT 100 YDS. N. OF A GRAY SLIDE AREA AND ALSO 100
 KL0824'YDS. N. OF NARROW RD., WHICH REACHES ITS SUMMIT AT TOP OF SLIDE
 KL0824'AREA.
 KL0824'
 KL0824'TO REACH STATION FROM THE POST OFFICE AT COLLBRAN, PROCEED N. ACROSS
 KL0824'BRIDGE FOR 0.1 MI. TO RD. JUNCTION, TAKE LEFT FORK AND PROCEED FOR
 KL0824'0.1 MI. TO RD. FORK, TAKE RIGHT FORK FOR 0.1 MI. TO RD. FORK, TAKE
 KL0824'LEFT FORK FOR 0.3 MI. UP STEEP HILL TO RD. FORK, TAKE LEFT FORK FOR
 KL0824'5.8 MI. TO ANOTHER RD. FORK, TAKE LEFT FORK AND PROCEED FOR 1.6 MI.
 KL0824'TO TOP OF HILL, STATION IS ABOUT 100 YDS. N. OF THIS POINT.
 KL0824'
 KL0824'STATION MARK--STANDARD BRONZE TABLET SET IN CONCRETE IN 4 IN. PIPE,
 KL0824'PROJECTING ABOUT 4 IN. ABOVE GROUND AND STAMPED ---KIM 1953---.
 KL0824'
 KL0824'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3937 ***********************************************************************
 AE3937  DESIGNATION -  KIMBERLY
 AE3937  PID         -  AE3937
 AE3937  STATE/COUNTY-  CO/LARIMER
 AE3937  USGS QUAD   -  TIMNATH (1971)
 AE3937
 AE3937                         *CURRENT SURVEY CONTROL
 AE3937  ___________________________________________________________________
 AE3937* NAD 83(1992)-  40 30 29.68670(N)    104 56 59.02196(W)     ADJUSTED  
 AE3937* NAVD 88     -      1472.01   (meters)    4829.4    (feet)  LEVELING  
 AE3937  ___________________________________________________________________
 AE3937  X           -  -1,253,056.695 (meters)                     COMP
 AE3937  Y           -  -4,692,937.838 (meters)                     COMP
 AE3937  Z           -   4,122,001.325 (meters)                     COMP
 AE3937  LAPLACE CORR-         -10.69  (seconds)                    DEFLEC99
 AE3937  ELLIP HEIGHT-        1455.10  (meters)          (12/03/02) GPS OBS
 AE3937  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 AE3937
 AE3937  HORZ ORDER  -  FIRST
 AE3937  VERT ORDER  -  THIRD ?
 AE3937  ELLP ORDER  -  FOURTH    CLASS II
 AE3937
 AE3937.The horizontal coordinates were established by GPS observations
 AE3937.and adjusted by the National Geodetic Survey in October 1997..
 AE3937
 AE3937.The orthometric height was determined by differential leveling.
 AE3937.The vertical network tie was performed by a horz. field party for horz.
 AE3937.obs reductions. Reset procedures were used to establish the elevation.
 AE3937
 AE3937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3937
 AE3937.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3937
 AE3937.The ellipsoidal height was determined by GPS observations
 AE3937.and is referenced to NAD 83.
 AE3937
 AE3937.The geoid height was determined by GEOID03.
 AE3937
 AE3937;                    North         East     Units Scale Factor Converg.
 AE3937;SPC CO N     -   435,398.353   961,039.574   MT  0.99996692   +0 21 20.0
 AE3937;SPC CO N     - 1,428,469.43  3,153,010.67   sFT  0.99996692   +0 21 20.0
 AE3937;UTM  13      - 4,484,171.285   504,259.192   MT  0.99960022   +0 01 57.6
 AE3937
 AE3937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3937!SPC CO N     -   0.99977179  x   0.99996692  =   0.99973872
 AE3937!UTM  13      -   0.99977179  x   0.99960022  =   0.99937210
 AE3937
 AE3937                          SUPERSEDED SURVEY CONTROL
 AE3937
 AE3937  ELLIP H (10/23/97) 1455.13   (m)                       GP(       ) 4 1
 AE3937
 AE3937.Superseded values are not recommended for survey control.
 AE3937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3937.See file dsdata.txt to determine how the superseded data were derived.
 AE3937
 AE3937_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE0425984171(NAD 83)
 AE3937_MARKER: DH = HORIZONTAL CONTROL DISK
 AE3937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3937_STAMPING: KIMBERLY
 AE3937_MARK LOGO: NGS   
 AE3937_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3937+STABILITY: SURFACE MOTION
 AE3937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3937+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2005
 AE3937
 AE3937  HISTORY     - Date     Condition        Report By
 AE3937  HISTORY     - 1996     MONUMENTED       NGS
 AE3937  HISTORY     - 20051124 GOOD             INDIV
 AE3937
 AE3937                          STATION DESCRIPTION
 AE3937
 AE3937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE3937'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) NORTHWEST OF WINDSOR, 2 MI
 AE3937'(3.2 KM) SOUTHEAST OF TIMNATH AND 0.3 MI (0.5 KM) WEST OF THE
 AE3937'LARIMER-WELD COUNTY LINE, IN THE NORTHEAST 1/4 OF SECTION 12, T 6 N, R
 AE3937'68 W.  OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY TO REACH THE STATION FROM
 AE3937'THE INTERSECTION OF COUNTY LINE ROAD AND LARIMER COUNTY ROAD 36, GO
 AE3937'WEST ON LARIMER COUNTY ROAD 36 FOR 0.25 MI (0.40 KM) TO THE STATION ON
 AE3937'LEFT JUST AFTER CROSSING THE RAILROAD TRACKS AND BEFORE CROSSING A
 AE3937'BRIDGE THE MARK IS A STANDARD DISK SET IN THE TOP OF 0.5 M (1.6 FT)
 AE3937'ROUND BY 1.7 M (5.6 FT) DEEP CONCRETE POST FLUSH WITH THE GROUND.  IT
 AE3937'IS 49.5 M (162.4 FT) SOUTHEAST FROM BENCH MARK L 136 1934, 15.2 M
 AE3937'(49.9 FT) SOUTH-SOUTHEAST FROM THE CENTER OF A DIRT ROAD (LARIMER
 AE3937'COUNTY ROAD 36) , 14.05 M (46.10 FT) SOUTHWEST FROM THE SOUTHERN RAIL,
 AE3937'9.05 M (29.69 FT) SOUTHEAST FROM A POWER POLE, 2.5 M (8.2 FT) EAST
 AE3937'FROM THE TOP OF THE BANK OF THE DITCH, 0.85 M (2.79 FT)
 AE3937'SOUTH-SOUTHWEST FROM A WITNESS POST AND 0.8 M (2.6 FT) SOUTH-SOUTHEAST
 AE3937'FROM A WITNESS POST.
 AE3937
 AE3937                          STATION RECOVERY (2005)
 AE3937
 AE3937'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MU)
 AE3937'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0604 ***********************************************************************
 LM0604  DESIGNATION -  KING
 LM0604  PID         -  LM0604
 LM0604  STATE/COUNTY-  CO/ROUTT
 LM0604  USGS QUAD   -  TOPONAS (1972)
 LM0604
 LM0604                         *CURRENT SURVEY CONTROL
 LM0604  ___________________________________________________________________
 LM0604* NAD 83(1992)-  40 00 06.97384(N)    106 51 29.64676(W)     ADJUSTED  
 LM0604* NAVD 88     -      3092.1    (meters)   10145.     (feet)  VERTCON   
 LM0604  ___________________________________________________________________
 LM0604  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 LM0604  GEOID HEIGHT-         -12.82  (meters)                     GEOID03
 LM0604
 LM0604  HORZ ORDER  -  FIRST
 LM0604
 LM0604.The horizontal coordinates were established by classical geodetic methods
 LM0604.and adjusted by the National Geodetic Survey in January 1993..
 LM0604
 LM0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0604
 LM0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0604
 LM0604.The geoid height was determined by GEOID03.
 LM0604
 LM0604;                    North         East     Units Scale Factor Converg.
 LM0604;SPC CO N     -   379,923.758   798,428.616   MT  0.99996622   -0 52 39.4
 LM0604;SPC CO N     - 1,246,466.53  2,619,511.22   sFT  0.99996622   -0 52 39.4
 LM0604;SPC CO C     -   546,412.989   798,417.575   MT  1.00005958   -0 51 23.8
 LM0604;SPC CO C     - 1,792,689.95  2,619,474.99   sFT  1.00005958   -0 51 23.8
 LM0604;UTM  13      - 4,429,625.981   341,381.196   MT  0.99990974   -1 11 41.1
 LM0604
 LM0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0604!SPC CO N     -   0.99951716  x   0.99996622  =   0.99948340
 LM0604!SPC CO C     -   0.99951716  x   1.00005958  =   0.99957671
 LM0604!UTM  13      -   0.99951716  x   0.99990974  =   0.99942695
 LM0604
 LM0604|---------------------------------------------------------------------|
 LM0604| PID    Reference Object                     Distance      Geod. Az  |
 LM0604|                                                           dddmmss.s |
 LM0604| CP5634 KING RM 1                             6.154 METERS 14735     |
 LM0604| KL0674 ANTELOPE                            APPROX. 4.1 KM 2115602.6 |
 LM0604| CP5635 KING RM 2                             5.248 METERS 25121     |
 LM0604|---------------------------------------------------------------------|
 LM0604
 LM0604                          SUPERSEDED SURVEY CONTROL
 LM0604
 LM0604  NAD 83(1986)-  40 00 06.97342(N)    106 51 29.64272(W) AD(       ) 1
 LM0604  NAD 27      -  40 00 07.01800(N)    106 51 27.48700(W) AD(       ) 1
 LM0604  NGVD 29 (07/19/86) 3090.5    (m)        10139.     (f) VERT ANG       
 LM0604
 LM0604.Superseded values are not recommended for survey control.
 LM0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0604.See file dsdata.txt to determine how the superseded data were derived.
 LM0604
 LM0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE4138129626(NAD 83)
 LM0604_MARKER: DS = TRIANGULATION STATION DISK
 LM0604_SETTING: 80 = SET IN A BOULDER
 LM0604_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LM0604
 LM0604  HISTORY     - Date     Condition        Report By
 LM0604  HISTORY     - 1953     MONUMENTED       CGS
 LM0604
 LM0604                          STATION DESCRIPTION
 LM0604
 LM0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 LM0604'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF MC COY,
 LM0604'ABOUT 4 MILES SOUTH OF TOPONAS ON THE HIGHEST PART OF A TIMBER
 LM0604'COVERED MOUNTAIN LOCALLY KNOWN AS KING MOUNTAIN.  THE STATION
 LM0604'MARK IS 6 FEET WEST OF A TREE WITH A TRIANGLE BLAZE.  IT IS
 LM0604'SET IN A BOULDER THAT PROJECTS 8 INCHES AND IS STAMPED KING 1953.
 LM0604'
 LM0604'REFERENCE MARK NO. 1 IS 18 FEET SOUTHEAST OF THE TREE WITH
 LM0604'THE TRIANGLE BLAZE.  IT IS SET IN A BOULDER THAT PROJECTS
 LM0604'12 INCHES AND IS STAMPED KING NO 1 1953.
 LM0604'
 LM0604'REFERENCE MARK NO. 2 IS 23 FEET WEST SOUTHWEST OF THE TREE
 LM0604'WITH THE TRIANGLE BLAZE.  IT IS SET IN A BOULDER THAT PROJECTS
 LM0604'10 INCHES AND IS STAMPED KING NO 2 1953.
 LM0604'
 LM0604'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 29.55 FEET.
 LM0604'
 LM0604'TRIANGULATION STATION ANTELOPE WILL SERVE AS AN AZIMUTH MARK.
 LM0604'
 LM0604'TO REACH THE STATION FROM THE POST OFFICE IN TOPONAS GO EAST
 LM0604'ON STATE HIGHWAYS 84 AND 131 FOR 0.45 MILE TO THE JUNCTION,
 LM0604'CONTINUE EAST ON STATE HIGHWAY 131 FOR 0.2 MILE TO A CROSSROAD
 LM0604'AND SIGN ROUTT COUNTY 5 ON THE RIGHT, TURN RIGHT AND FOLLOW
 LM0604'ROUTT COUNTY 5 SOUTHWESTERLY FOR 1.3 MILES TO A FORK, TAKE
 LM0604'RIGHT FORK AND CONTINUE ON ROUTT COUNTY 5 FOR 1.1 MILES TO
 LM0604'ANOTHER FORK.  TAKE LEFT FORK, PASSING THROUGH A GATE AND
 LM0604'FOLLOW TRACK ROAD WESTERLY FOR 0.3 MILE TO A GATE, PASS
 LM0604'THROUGH GATE AND GO 0.3 MILE TO ANOTHER GATE, PASS THROUGH
 LM0604'GATE AND GO 0.45 MILE TO A BRIDGE AND CATTLE GUARD.
 LM0604'CONTINUE FOR 1.5 MILES TO A CATTLE GUARD, CONTINUE FOR 0.8
 LM0604'MILES TO A FORK, TAKE LEFT FORK AND GO 0.5 MILE TO A
 LM0604'GATE.  PASS THROUGH GATE AND GO 0.25 MILE TO AN OLD
 LM0604'ABANDONED CABIN AND THIS IS THE END OF TRUCK TRAVEL.
 LM0604'FROM HERE PACK NORTHEAST TO THE HIGHEST PART OF THE WOODED
 LM0604'HILL AND THE STATION AS DESCRIBED.
 LM0604'
 LM0604'THIS IS ABOUT AN HOUR AND THIRTY MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1656 ***********************************************************************
 KK1656  CBN         -  This is a Cooperative Base Network Control Station.
 KK1656  DESIGNATION -  KING
 KK1656  PID         -  KK1656
 KK1656  STATE/COUNTY-  CO/ADAMS
 KK1656  USGS QUAD   -  DENVER INTERNATIONAL AIRPORT (1994)
 KK1656
 KK1656                         *CURRENT SURVEY CONTROL
 KK1656  ___________________________________________________________________
 KK1656* NAD 83(1992)-  39 46 09.38811(N)    104 40 04.44780(W)     ADJUSTED  
 KK1656* NAVD 88     -      1724.4    (meters)    5657.     (feet)  GPS OBS   
 KK1656  ___________________________________________________________________
 KK1656  X           -  -1,243,403.812 (meters)                     COMP
 KK1656  Y           -  -4,750,414.052 (meters)                     COMP
 KK1656  Z           -   4,059,419.616 (meters)                     COMP
 KK1656  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 KK1656  ELLIP HEIGHT-        1706.56  (meters)          (10/21/02) GPS OBS
 KK1656  GEOID HEIGHT-         -17.92  (meters)                     GEOID03
 KK1656
 KK1656  HORZ ORDER  -  B
 KK1656  ELLP ORDER  -  FIFTH     CLASS I
 KK1656
 KK1656.The horizontal coordinates were established by GPS observations
 KK1656.and adjusted by the National Geodetic Survey in May 1992..
 KK1656
 KK1656.The orthometric height was determined by GPS observations and a
 KK1656.high-resolution geoid model.
 KK1656
 KK1656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK1656
 KK1656.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1656
 KK1656.The ellipsoidal height was determined by GPS observations
 KK1656.and is referenced to NAD 83.
 KK1656
 KK1656.The geoid height was determined by GEOID03.
 KK1656
 KK1656;                    North         East     Units Scale Factor Converg.
 KK1656;SPC CO N     -   353,537.526   985,694.823   MT  0.99999193   +0 32 15.5
 KK1656;SPC CO N     - 1,159,897.70  3,233,900.43   sFT  0.99999193   +0 32 15.5
 KK1656;SPC CO C     -   520,038.554   985,695.724   MT  1.00000387   +0 31 29.3
 KK1656;SPC CO C     - 1,706,159.82  3,233,903.39   sFT  1.00000387   +0 31 29.3
 KK1656;UTM  13      - 4,402,202.184   528,442.979   MT  0.99960996   +0 12 44.8
 KK1656
 KK1656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1656!SPC CO N     -   0.99973234  x   0.99999193  =   0.99972427
 KK1656!SPC CO C     -   0.99973234  x   1.00000387  =   0.99973621
 KK1656!UTM  13      -   0.99973234  x   0.99960996  =   0.99934241
 KK1656
 KK1656|---------------------------------------------------------------------|
 KK1656| PID    Reference Object                     Distance      Geod. Az  |
 KK1656|                                                           dddmmss.s |
 KK1656| CP8390 KING RM 1                                          07932     |
 KK1656| CP8391 KING RM 2                                          16815     |
 KK1656| CP8389 KING AZ MK                                         2695319.7 |
 KK1656|---------------------------------------------------------------------|
 KK1656
 KK1656                          SUPERSEDED SURVEY CONTROL
 KK1656
 KK1656  ELLIP H (05/26/92) 1706.60   (m)                       GP(       ) 4 1
 KK1656  NAD 83(1986)-  39 46 09.38222(N)    104 40 04.44718(W) AD(       ) 1
 KK1656  NAD 27      -  39 46 09.42872(N)    104 40 02.55777(W) AD(       ) 1
 KK1656  NGVD 29 (06/11/92) 1723.5    (m)         5655.     (f) GPS OBS        
 KK1656
 KK1656.Superseded values are not recommended for survey control.
 KK1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1656.See file dsdata.txt to determine how the superseded data were derived.
 KK1656
 KK1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE2844302202(NAD 83)
 KK1656_MARKER: DS = TRIANGULATION STATION DISK
 KK1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1656_SP_SET: CONCRETE POST
 KK1656_STAMPING: KING 1968
 KK1656_MARK LOGO: CGS   
 KK1656_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1656+STABILITY: SURFACE MOTION
 KK1656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1656+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1999
 KK1656
 KK1656  HISTORY     - Date     Condition        Report By
 KK1656  HISTORY     - 1968     MONUMENTED       CGS
 KK1656  HISTORY     - 1968     GOOD             CGS
 KK1656  HISTORY     - 19790712 GOOD             NGS
 KK1656  HISTORY     - 19910515 GOOD             NGS
 KK1656  HISTORY     - 19920902 GOOD             NOS
 KK1656  HISTORY     - 19950117 GOOD             CODOT
 KK1656  HISTORY     - 19950929 GOOD             CHANCE
 KK1656  HISTORY     - 19951129 GOOD             MSAM
 KK1656  HISTORY     - 19990219 GOOD             JRENG
 KK1656  HISTORY     - 19990401 GOOD             MSAM
 KK1656
 KK1656                          STATION DESCRIPTION
 KK1656
 KK1656'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (GRK)
 KK1656'STATION IS LOCATED ON HIGH ROLLING LAND, THAT IS ABOUT 11 MILES
 KK1656'EAST OF AURORA, ABOUT 3-1/2 MILES NORTHWEST OF WATKINS, IN THE SE
 KK1656'1/4 OF SEC. 21, T. 3 S. R. 65 W. AND ON PROPERTY OWNED BY MR. DAVE
 KK1656'KING.  THE STATION MARK IS 27 FEET SOUTH OF THE APPROXIMATE CENTER
 KK1656'OF RANCH ROAD, 10 FEET SOUTHWEST OF UTILITY POLE NO. 40 AND 6
 KK1656'FEET SOUTH OF METAL WITNESS POST WITH SIGN ATTACHED.  STATION IS
 KK1656'MARKED BY A STANDARD TRIANGULATION STATION DISK, SET IN THE TOP
 KK1656'OF A 10 INCH CONCRETE CYLINDER MONUMENT THAT IS 10 INCHES BELOW
 KK1656'THE SURFACE OF THE GROUND.  THE DISK IS STAMPED KING 1968.
 KK1656'
 KK1656'TO REACH STATION FROM THE POST OFFICE IN WATKINS, GO NORTH ON
 KK1656'PAVED ROAD FOR 0.1 MILE TO A CROSSROAD.  TURN LEFT AND GO WEST FOR
 KK1656'1.0 MILE ON A SURFACED ROAD, (OLD HIGHWAY) TO A SIDEROAD
 KK1656'RIGHT.  TURN RIGHT AND GO NORTH ON SURFACED ROAD FOR 0.85 MILE TO
 KK1656'A CROSSROAD.  TURN LEFT AND GO WEST ON A GRAVELED ROAD FOR 2.0
 KK1656'MILES TO A SIDEROAD RIGHT (RANCH ROAD).  TURN RIGHT AND GO NORTH
 KK1656'ON RANCH ROAD FOR 1.0 MILE TO POWERLINE AND ROAD TURNS RIGHT,
 KK1656'TURN RIGHT AND STATION ON THE RIGHT.  SOUTH SIDE OF ROAD AS
 KK1656'DESCRIBED.
 KK1656'
 KK1656'TO REACH THE AZIMUTH MARK (COLO. ENG. DEPT.), GO WEST ON FIELD
 KK1656'ROAD ALONG THE NORTH SIDE OF POWERLINE POLES FOR 0.5 MILE TO MARK
 KK1656'ON THE LEFT, SOUTH SIDE OF LINE OF POLES AS DESCRIBED.
 KK1656'
 KK1656'AZIMUTH MARK (COLO. ENG. DEPT.) IT IS MARKED BY AN 1-1/2 BRASS
 KK1656'TABLET THAT IS ROUND, WITH LETTERS COLO ENG DEPT ROW PUB SER
 KK1656'CO.  THE TABLET IS SET IN A 6 INCH CYLINDER, THAT IS FLUSH WITH
 KK1656'THE GROUND.  IT IS 26 FEET WEST OF AN UTILITY POLE, 13 FEET SOUTH
 KK1656'OF APPROXIMATE CENTER OF FIELD ROAD AND .07 FEET SOUTH OF METAL
 KK1656'WITNESS POST.
 KK1656'
 KK1656'REFERENCE MARK NO. 1 IS 22 FEET SOUTH OF THE APPROXIMAT CENTER OF
 KK1656'RANCH ROAD AND 19 FEET EAST OF AN UTILITY POLE NO. 40.  IT IS
 KK1656'MARKED BY A STANDARD REFERENCE MARK DISK, SET IN THE TOP OF A 10
 KK1656'INCH CONCRETE CYLINDER MONUMENT, THAT IS SET FLUSH WITH THE
 KK1656'SURFACE OF THE GROUND.  THE DISK IS STAMPED KING NO 1 1968.
 KK1656'
 KK1656'REFERENCE MARK NO. 2 IS 47 FEET SOUTH OF THE APPROXIMATE CENTER
 KK1656'OF RANCH ROAD, 25.5 FEET SOUTH OF AN UTILITY POLE NO. 40 AND 1
 KK1656'FOOT NORTHWEST OF GUY CABLE.  IT IS MARKED BY A STANDARD REFERENCE
 KK1656'MARK DISK, SET IN THE TOP OF A 10 INCH CONCRETE CYLINDER MONUMENT,
 KK1656'THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK
 KK1656'IS STAMPED KING NO 2 1968.
 KK1656'
 KK1656'HEIGHT OF LIGHT/PLATE ABOVE STATION MARK 5.42 METERS.
 KK1656
 KK1656                          STATION RECOVERY (1968)
 KK1656
 KK1656'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 KK1656'RECOVERED IN GOOD CONDITION.
 KK1656
 KK1656                          STATION RECOVERY (1979)
 KK1656
 KK1656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 KK1656'STATION MARK, REFERENCE MARKS 1 AND 2 WERE RECOVERED AND ARE IN GOOD
 KK1656'CONDITION.  THE AZIMUTH MARK, A COLORADO ENGINEERS DEPARTMENT MARK WAS
 KK1656'NOT FOUND.  A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME. DIRECTION
 KK1656'TO REFERENCE MARKS CHECKED PREVIOUS DATA FAIRLY WELL. REFERENCE MARK
 KK1656'NUMBER 1 DISTANCE DID NOT CHECK BY 1 METER (3.3 FT) AND DISTANCE TO
 KK1656'REFERENCE MARK NUMBER 2 DID NOT COMPARE WITH PREVIOUS DATA BY 0.037
 KK1656'METERS (0.121 FT).   LAND AND ON WHICH STATION IS ESTABLISHED IS OWNED
 KK1656'BY THE KINGS RANCHES INCORPORATION OF BOX 67 WATKINS, COLORADO 80137.
 KK1656'STATION IS REACHED FROM THE POST OFFICE AND TOMAHAWK TRUCK STOP IN
 KK1656'WATKINS.  GO NORTH ON STREET FOR 0.1 MILE (0.2 KM) TO OLD U.S. HIGHWAY
 KK1656'40.  TURN LEFT AND GO WEST ON OLD HIGHWAY FOR 1.05 MILES (1.69 KM)
 KK1656'TURN RIGHT AND GO NORTH ON SURFACED ROAD FOR 0.9 MILE (1.4 KM) TO
 KK1656'COUNTY ROAD 26.  TURN LEFT AND GO WEST ON COUNTY ROAD 26 FOR MILES TO
 KK1656'A GRAVELED ROAD RIGHT. AZIMUTH MARK IS 1.0 MILE (1.6 KM) WEST OF THIS
 KK1656'POINT, IN SOUTHWEST ANGLE OF A T ROAD LEFT JUNCTION.  TURN RIGHT AND
 KK1656'GO NORTH ON COUNTY ROAD 2, GRAVELED ROAD FOR 1.0 MILE (1.6 KM) TO A
 KK1656'GRADED FARM ROAD ON LEFT.  TURN LEFT AND GO WEST ON ROAD FOR 0.5 MILE
 KK1656'(0.8 KM) TO A POWER LINE POLE WITH 2 GUY LINES ATTACHED AND STATION ON
 KK1656'LEFT.
 KK1656' 
 KK1656'STATION IS A STANDARD STATION DISK STAMPED--KING 1968--, SET IN TOP OF
 KK1656'A ROUND CONCRETE MONUMENT ABOUT 12 INCHES BELOW GROUND, 29 FEET (8.8
 KK1656'M) SOUTH OF CENTER OF GRADED ROAD, 10 FEET (3.0 M) SOUTHWEST OF THE
 KK1656'POWER LINE POLE, 6 FEET (1.8 M) SOUTH-SOUTHWEST OF A METAL WITNESS
 KK1656'POST, 2 FEET (0.6 M) NORTH OF A METAL WITNESS POST.
 KK1656' 
 KK1656'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--KING NO 1 1968--, SET IN
 KK1656'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH GROUND, 28 FEET (8.5 M)
 KK1656'SOUTH OF CENTER OF ROAD, 20 FEET (6.1 M) EAST OF THE POWER LINE POLE,
 KK1656'9 INCHES WEST OF A METAL WITNESS POST.
 KK1656' 
 KK1656'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--KING NO 2 1968--, SET IN
 KK1656'TOP OF A ROUND CONCRETE MONUMENT ABOUT 3 INCHES BELOW GROUND, 49 FEET
 KK1656'(14.9 M) SOUTH OF CENTER OF THE GRADED ROAD, 18 INCHES NORTH OF A
 KK1656'METAL WITNESS POST, 14 INCHES WEST OF A METAL GUY LINE.
 KK1656' 
 KK1656'AZIMUTH MARK IS A STANDARD DISK STAMPED--KING 1968 1979--, SET IN TOP
 KK1656'OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES, 53 FEET (16.2
 KK1656'M) SOUTH OF CENTER OF COUNTY ROAD 26, 44 FEET (13.4 M) SOUTHWEST OF
 KK1656'COUNTY ROAD 26 AND GRADED T ROAD SOUTH JUNCTION, 25.5 FEET (7.8 M)
 KK1656'WEST OF CENTER OF THE GRADED T ROAD SOUTH, 22 FEET (6.7 M) NORTH OF A
 KK1656'POWER LINE POLE WITH GUY LINE ATTACHED, 9 FEET (2.7 M) SOUTH OF A
 KK1656'POWER LINE POLE, 2.5 FEET (0.8 M) EAST-NORTHEAST OF AN ANCHOR FOR GUY
 KK1656'LINE, 1.8 FEET (0.5 M) NORTH-NORTHWEST OF A METAL WITNESS POST.
 KK1656
 KK1656                          STATION RECOVERY (1991)
 KK1656
 KK1656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KK1656'STATION IS LOCATED ABOUT 25 KM (15.5 MI) EAST OF DENVER, 8 KM
 KK1656'(5.0 MI) NORTHWEST OF WATKINS, 7 KM (4.3 MI) EAST OF THE AURORA
 KK1656'BUSINESS CENTER (INDUSTRIAL PARK), 0.05 KM (0.03 MI) SOUTHWEST OF A
 KK1656'FARM HOUSE, ALONG A GRAVEL ROAD, ON HIGHEST HILL IN THE AREA, ON THE
 KK1656'NORTH EDGE OF SECTION 28, T 3 S, R 65 W.  OWNERSHIP--TERRANCE A.
 KK1656'KING, 7937 EAST MEDLOCK DRIVE, SCOTTSDALE, AZ 85250.
 KK1656'TO REACH STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 70, STATE
 KK1656'HIGHWAY 32 AND TOWER ROAD (EXIT 286), 4.8 KM (3.0 MI) EAST OF
 KK1656'INTERSTATE HIGHWAY 225, GO NORTH ON TOWER ROAD FOR 0.25 KM (0.16 MI)
 KK1656'TO A PAVED ROAD RIGHT.  TURN RIGHT, EAST, ON EAST 32ND ROAD THROUGH
 KK1656'THE INDUSTRIAL PARK FOR 3.20 KM (1.99 MI) TO A T-ROAD.  TURN RIGHT,
 KK1656'SOUTH, ON PICADILLY ROAD FOR 0.13 KM (0.08 MI) TO A GRAVEL ROAD LEFT.
 KK1656'TURN LEFT, EAST, ON ROAD 26 FOR 6.40 KM (3.98 MI) TO A ROAD LEFT.
 KK1656'TURN LEFT, NORTH, FOR 1.58 KM (0.98 MI) TO A ROAD LEFT.  TURN LEFT,
 KK1656'WEST, ON GRADED ROAD FOR 0.64 KM (0.40 MI) TO DRIVEWAY ON THE RIGHT
 KK1656'LEADING TO A FARMHOUSE.  CONTINUE WEST FOR 0.07 KM (0.04 MI) TO
 KK1656'UTILITY POLE AND STATION ON THE LEFT.
 KK1656'STATION MARK IS SET IN THE TOP OF A 30-CM ROUND CONCRETE POST 40 CM
 KK1656'BELOW GROUND.  IT IS 9.2 M (30.2 FT) SOUTH OF THE ROAD CENTER, 2.9 M
 KK1656'(9.5 FT) WEST-SOUTHWEST OF A THREE-WAY UTILITY POLE, 0.5 M (1.6 FT)
 KK1656'NORTH OF A METAL WITNESS POST AND 6.9 M (22.6 FT) NORTH-NORTHWEST OF
 KK1656'THE POLE GUYWIRE.
 KK1656'DESCRIBED BY G.R.HEID
 KK1656
 KK1656                          STATION RECOVERY (1992)
 KK1656
 KK1656'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 KK1656'RECOVERED IN GOOD CONDITION.
 KK1656
 KK1656                          STATION RECOVERY (1995)
 KK1656
 KK1656'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (KAW)
 KK1656'RECOVERED AS DESCRIBED EXCEPT AS FOLLOWS. NEW TO REACH DESCRIPTION -
 KK1656'TO REACH THE STATION FROM THE I-70 GUN CLUB EXIT (EXIT 289) PROCEED
 KK1656'SOUTH ON GUN CLUB ROAD 0.1 MI (0.2 KM) TO THE SOUTH FRONTAGE ROAD OF
 KK1656'I-70, PROCEED EAST ON THE SOUTH FRONTAGE ROAD FOR 2.0 MI (3.2 KM) TO
 KK1656'POWHATON ROAD, TURN LEFT AND PROCEED NORTH ON POWHATON ROAD FOR 1.0 MI
 KK1656'(1.6 KM) TO A "T" IN THE ROAD AND ADAMS COUNTY ROAD 26, TURN RIGHT,
 KK1656'AND PROCEED EAST ON ADAMS COUNTY ROAD 26 FOR 1.0 MI (1.6 KM) TO
 KK1656'MONAGHAN ROAD (ADAMS COUNTY ROAD 21N).  TURN LEFT AND PROCEED NORTH ON
 KK1656'MONAGHAN ROAD FOR 1.0 MI (1.6 KM) TO A ROAD ON THE LEFT LEADING TO A
 KK1656'FARM HOUSE, TURN LEFT AND PROCEED WEST 0.45 MI (0.72 KM) TO THE
 KK1656'STATION ON THE LEFT, PASSING A ROAD ON THE RIGHT AT 0.4 MI (0.6 KM)
 KK1656'WHICH LEADS TO THE FARM HOUSE. TO REACH THE STATION FROM THE I-70
 KK1656'WATKINS EXIT (EXIT 295), PROCEED NORTH ON THE WATKINS BUSINESS SPUR
 KK1656'FOR 0.3 MI (0.5 KM) TO STATE HIGHWAY 36, TURN LEFT AND PROCEED
 KK1656'WESTERLY ON STATE HIGHWAY 36 FOR 1.0 MI (1.6 KM) TO HUDSON ROAD (ADAMS
 KK1656'COUNTY ROAD 23N).  TURN RIGHT AND PROCEED NORTH ON HUDSON ROAD FOR 0.9
 KK1656'MI (1.4 KM) TO ADAMS COUNTY ROAD 26, TURN LEFT AND PROCEED WEST ON
 KK1656'ADAMS COUNTY ROAD 26 FOR 2.0 MI (3.2 KM) TO MONAGHAN ROAD (ADAMS
 KK1656'COUNTY ROAD 21N).  TURN RIGHT AND PROCEED NORTH ON MONAGHAN ROAD FOR
 KK1656'1.0 MI (1.6 KM) TO A ROAD ON THE LEFT LEADING TO A FARM HOUSE, TURN
 KK1656'LEFT AND PROCEED WEST 0.45 MI (0.72 KM) TO THE STATION ON THE LEFT,
 KK1656'PASSING A ROAD ON THE RIGHT AT 0.4 MI (0.6 KM) WHICH LEADS TO THE FARM
 KK1656'HOUSE. NEW STATION TIE - THE STATION IS 23.5 FT (7.2 M) EAST OF THE
 KK1656'NORTHEAST CORNER OF A 8' CHAIN LINK AND BARBED WIRE FENCE SURROUNDING
 KK1656'THE FAA'S TRACON SOUTH CPME FACILITY. DESCRIPTION BY K.A. WILLIAMS,
 KK1656'CDOT.
 KK1656
 KK1656                          STATION RECOVERY (1995)
 KK1656
 KK1656'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (FND)
 KK1656'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  A NEW
 KK1656'DESCRIPTION FOLLOWS$THE STATION IS LOCATED ABOUT 15.5 MI (24.9 KM)
 KK1656'EAST OF DENVER, 5 MI (8.0 KM) NORTHWEST OF WATKINS, 4.3 MI (6.9 KM)
 KK1656'EAST OF THE AURORA BUSINESS CENTER (INDUSTRIAL CENTER) , 10.5 MI (16.9
 KK1656'KM) SOUTHEAST OF THE ROCKY MOUNTAIN ARSENAL, 5.5 MI (8.9 KM) SOUTH OF
 KK1656'THE TERMINAL AT DENVER INTERNATIONAL AIRPORT, 0.03 MI (0.05 KM)
 KK1656'SOUTHWEST OF A FARM HOUSE, ALONG A GRAVEL ROAD ON HIGHEST HILL IN THE
 KK1656'AREA, IN THE NORTHEAST 1/4 OF SECTION 28, T 3 S, R 65 W, 6TH P.M.
 KK1656'OWNERSHIP--DAVID C.  KING, 8725 VIA DEL ARBOR DRIVE, SCOTTSDALE, AZ
 KK1656'85258-3528$TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 KK1656'HIGHWAY 70, STATE HIGHWAY 32, AND TOWER ROAD (EXIT 286) , ABOUT 3.1 MI
 KK1656'(5.0 KM) EAST OF INTERSTATE HIGHWAY 225, GO NORTH ALONG TOWER ROAD FOR
 KK1656'0.15 MI (0.24 KM) TO THE INTERSECTION WITH 32ND AVENUE PARKWAY ON THE
 KK1656'RIGHT. TURN RIGHT AND GO EAST ALONG 32ND AVENUE PARKWAY THROUGH THE
 KK1656'INDUSTRIAL PARK FOR 2.1 MI (3.4 KM) TO A T-INTERSECTION WITH PICADILLY
 KK1656'ROAD.  TURN RIGHT AND GO SOUTH ALONG PICADILLY ROAD FOR 0.1 MI (0.2
 KK1656'KM) TO THE INTERSECTION WITH COUNTY ROAD 26 (GRAVEL) ON THE LEFT.
 KK1656'TURN LEFT AND GO EAST ALONG COUNTY ROAD 26 FOR 4.0 MI (6.4 KM) TO THE
 KK1656'INTERSECTION WITH MONAGHAN ROAD (GRAVEL) ON THE LEFT.  TURN LEFT AND
 KK1656'GO NORTH ALONG MONAGHAN ROAD FOR 1.0 MI (1.6 KM) TO A GRAVEL ROAD ON
 KK1656'THE LEFT.  TURN LEFT AND GO WEST ALONG THE GRAVEL ROAD FOR 0.4 MI (0.6
 KK1656'KM) TO THE INTERSECTION WITH A GRAVEL DRIVEWAY ON THE RIGHT LEADING TO
 KK1656'A FARMHOUSE.  CONTINUE AHEAD AND GO WEST ALONG THE GRAVEL ROAD FOR
 KK1656'0.05 MI (0.08 KM) TO A UTILITY POLE (JUST EAST OF CHAIN LINK FENCE
 KK1656'AROUND A SMALL BUILDING AND ANTENNA) AND THE STATION ON THE LEFT.$THE
 KK1656'STATION MARK IS A STANDARD CGS TRIANGULATION STATION DISK STAMPED
 KK1656'--KING 1968-- SET IN THE TOP OF A ROUND CONCRETE POST 1.0 FT (0.3 M)
 KK1656'BELOW GROUND LEVEL.  ACCESS IS THROUGH A GREEN IRRIGATION VALVE BOX
 KK1656'WHICH IS FLUSH WITH GROUND LEVEL. A MAGNET WAS LEFT IN THE HOLE.  IT
 KK1656'IS 30 FT (9.1 M) SOUTH OF THE CENTERLINE OF THE ROAD, 10.1 FT (3.1 M)
 KK1656'WEST-SOUTHWEST OF A UTILITY POLE, 23.4 FT (7.1 M) EAST-SOUTHEAST OF
 KK1656'THE NORTHEAST CORNER OF THE CHAIN LINK FENCE AROUND A SMALL BUILDING
 KK1656'AND ANTENNA, 32.7 FT (10.0 M) EAST-NORTHEAST OF THE SOUTHEAST CORNER
 KK1656'OF THE CHAIN LINK FENCE, 22.6 FT (6.9 M) NORTH-NORTHWEST OF A POLE
 KK1656'GUYWIRE, 2.8 FT (0.9 M) SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST,
 KK1656'3.4 FT (1.0 M) NORTHEAST OF A CARSONITE WITNESS POST, AND 3.0 FT (0.9
 KK1656'M) NORTHWEST OF A CARSONITE POST$DESCRIBED BY F.N. DREXEL
 KK1656
 KK1656                          STATION RECOVERY (1995)
 KK1656
 KK1656'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (RSC)
 KK1656'THE STATION IS LOCATED ABOUT 15.5 MI (24.9 KM) EAST OF DENVER, 5 MI
 KK1656'(8.0 KM) NORTHWEST OF WATKINS, 4.3 MI (6.9 KM) EAST OF THE AURORA
 KK1656'BUSINESS CENTER (INDUSTRIAL CENTER) , 0.03 MI (0.05 KM) SOUTHWEST OF A
 KK1656'FARM HOUSE, ALONG A GRAVEL ROAD, ON THE HIGHEST HILL IN THE AREA, ON
 KK1656'THE NORTH EDGE OF SECTION 28, T 3 S, R 65 W.  OWNERSHIP--  TO REACH
 KK1656'THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 70, STATE HIGHWAY
 KK1656'32 AND TOWER ROAD (EXIT 286) , ABOUT 3.0 MI (4.8 KM) EAST OF
 KK1656'INTERSTATE HIGHWAY 225, GO NORTH ON TOWER ROAD FOR 0.16 MI (0.26 KM)
 KK1656'TO A PAVED ROAD RIGHT.  TURN RIGHT, EAST, ON EAST 32ND ROAD THROUGH
 KK1656'THE INDUSTRIAL PARK FOR 1.99 MI (3.20 KM) TO A T-ROAD.  TURN RIGHT,
 KK1656'SOUTH, ON PICADILLY ROAD FOR 0.08 MI (0.13 KM) TO A GRAVEL ROAD LEFT.
 KK1656'TURN LEFT, EAST, ON ROAD 26 FOR 3.98 MI (6.41 KM) TO A ROAD LEFT.
 KK1656'TURN LEFT, NORTH, FOR 0.98 MI (1.58 KM) TO A ROAD LEFT. TURN LEFT,
 KK1656'WEST, ON GRADED ROAD FOR 0.4 MI (0.6 KM) TO A DRIVEWAY ON THE RIGHT
 KK1656'LEADING TO A FARMHOUSE.  CONTINUE WEST FOR 0.04 MI (0.06 KM) TO A
 KK1656'UTILITY POLE AND THE STATION ON THE LEFT  THE DISK IS SET IN A ROUND
 KK1656'30-CM CONCRETE POST, SET UNDER A GREEN IRRIGATION VALVE BOX WHICH IS
 KK1656'FLUSH WITH THE SURFACE.  THE DISK IS ABOUT 30-CM BELOW THE TOP OF THE
 KK1656'VALVE BOX LID.  A MAGNET WAS LEFT IN THE HOLE.  IT IS 9.9 M (32.5 FT)
 KK1656'NORTHEAST OF THE SOUTHEAST CORNER OF A CHAINLINK FENCE AROUND A SMALL
 KK1656'BUILDING AND ANTENNA, 9.2 M (30.2 FT) SOUTH OF THE ROAD CENTER, 7.1 M
 KK1656'(23.3 FT) EAST OF THE NORTHEAST CORNER OF A CHAIN LINK FENCE, 6.9 M
 KK1656'(22.6 FT) NORTH-NORTHWEST OF A POLE GUYWIRE, 2.9 M (9.5 FT)
 KK1656'WEST-SOUTHWEST OF A THREE-WAY UTILITY POLE, 1.1 M (3.6 FT) EAST OF A
 KK1656'WITNESS POST, 0.9 M (3.0 FT) SOUTH OF A WITNESS POST AND 0.9 M (3.0
 KK1656'FT) NORTHWEST OF A WITNESS POST.
 KK1656
 KK1656                          STATION RECOVERY (1999)
 KK1656
 KK1656'RECOVERY NOTE BY JR ENGINEERING LTD 1999 (TGB)
 KK1656'RECOVERED AS DESCRIBED.
 KK1656
 KK1656                          STATION RECOVERY (1999)
 KK1656
 KK1656'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 KK1656'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3943 ***********************************************************************
 AE3943  DESIGNATION -  KING
 AE3943  PID         -  AE3943
 AE3943  STATE/COUNTY-  CO/WELD
 AE3943  USGS QUAD   -  WINDSOR (1969)
 AE3943
 AE3943                         *CURRENT SURVEY CONTROL
 AE3943  ___________________________________________________________________
 AE3943* NAD 83(1992)-  40 24 25.46098(N)    104 55 55.78931(W)     ADJUSTED  
 AE3943* NAVD 88     -      1517.0    (meters)    4977.     (feet)  GPS OBS   
 AE3943  ___________________________________________________________________
 AE3943  X           -  -1,253,505.616 (meters)                     COMP
 AE3943  Y           -  -4,700,400.067 (meters)                     COMP
 AE3943  Z           -   4,113,479.994 (meters)                     COMP
 AE3943  LAPLACE CORR-         -10.26  (seconds)                    DEFLEC99
 AE3943  ELLIP HEIGHT-        1499.74  (meters)          (12/03/02) GPS OBS
 AE3943  GEOID HEIGHT-         -17.28  (meters)                     GEOID03
 AE3943
 AE3943  HORZ ORDER  -  FIRST
 AE3943  ELLP ORDER  -  FOURTH    CLASS II
 AE3943
 AE3943.The horizontal coordinates were established by GPS observations
 AE3943.and adjusted by the National Geodetic Survey in October 1997..
 AE3943
 AE3943.The orthometric height was determined by GPS observations and a
 AE3943.high-resolution geoid model.
 AE3943
 AE3943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3943
 AE3943.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3943
 AE3943.The ellipsoidal height was determined by GPS observations
 AE3943.and is referenced to NAD 83.
 AE3943
 AE3943.The geoid height was determined by GEOID03.
 AE3943
 AE3943;                    North         East     Units Scale Factor Converg.
 AE3943;SPC CO N     -   424,173.690   962,600.166   MT  0.99996056   +0 22 00.8
 AE3943;SPC CO N     - 1,391,643.18  3,158,130.71   sFT  0.99996056   +0 22 00.8
 AE3943;UTM  13      - 4,472,942.086   505,755.956   MT  0.99960041   +0 02 38.3
 AE3943
 AE3943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3943!SPC CO N     -   0.99976479  x   0.99996056  =   0.99972536
 AE3943!UTM  13      -   0.99976479  x   0.99960041  =   0.99936529
 AE3943
 AE3943                          SUPERSEDED SURVEY CONTROL
 AE3943
 AE3943  ELLIP H (10/23/97) 1499.78   (m)                       GP(       ) 4 1
 AE3943
 AE3943.Superseded values are not recommended for survey control.
 AE3943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3943.See file dsdata.txt to determine how the superseded data were derived.
 AE3943
 AE3943_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE0575672942(NAD 83)
 AE3943_MARKER: DH = HORIZONTAL CONTROL DISK
 AE3943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3943_STAMPING: KING 1996
 AE3943_MARK LOGO: NGS   
 AE3943_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3943+STABILITY: SURFACE MOTION
 AE3943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3943+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE3943
 AE3943  HISTORY     - Date     Condition        Report By
 AE3943  HISTORY     - 1996     MONUMENTED       NGS
 AE3943  HISTORY     - 19971106 GOOD             NGS
 AE3943
 AE3943                          STATION DESCRIPTION
 AE3943
 AE3943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE3943'THE STATION IS LOCATED ABOUT 5.3 MI (8.5 KM) SOUTH-SOUTHWEST OF
 AE3943'WINDSOR, 3.1 MI (5.0 KM) EAST OF THE INTERSECTION OF INTERSTATE 25 AND
 AE3943'U.  S.  HIGHWAY 34 AND 0.6 MI (1.0 KM) EAST OF THE LARIMER-WELD COUNTY
 AE3943'LINE, IN THE SOUTHEAST 1/4 OF SECTION 7, T 5 N, R 67 W, AT U. S.
 AE3943'HIGHWAY 34 MILEPOST 99.5.  OWNERSHIP--COLORADO DEPT.  OF
 AE3943'TRANSPORTATION RIGHT-OF-WAY TO REACH THE STATION FROM WELD COUNTY ROAD
 AE3943'17 AND U.  S.  HIGHWAY 34, 5 MI (8.0 KM) SOUTH OF WINDSOR, GO WEST ON
 AE3943'U.  S.  HIGHWAY 34 FOR 0.95 MI (1.53 KM) TO THE INTERSECTION OF WELD
 AE3943'COUNTY ROAD 15. CONTINUE AHEAD, WEST, ON U.  S.  HIGHWAY 34 FOR 0.35
 AE3943'MI (0.56 KM) TO A HIGH POINT AND THE STATION ON THE RIGHT, NORTH SIDE
 AE3943'OF THE HIGHWAY THE MARK IS A STANDARD DISK SET IN A 0.5 M (1.6 FT)
 AE3943'ROUND BY 3.0 M (9.8 FT) DEEP CONCRETE POST PROJECTING 5 CM ABOVE THE
 AE3943'GROUND.  IT IS 24.0 M (78.7 FT) NORTH OF THE CENTER LINE OF THE
 AE3943'WESTBOUND LANES OF U.  S.  HIGHWAY 34, 1.25 M (4.10 FT) SOUTH FROM THE
 AE3943'NORTHERN RIGHT-OF-WAY FENCE, 0.8 M (2.6 FT) SOUTHEAST FROM A WITNESS
 AE3943'POST, 0.8 M (2.6 FT) SOUTHWEST FROM A WITNESS POST AND ABOUT 2 M (6.6
 AE3943'FT) ABOVE THE HIGHWAY.
 AE3943
 AE3943                          STATION RECOVERY (1997)
 AE3943
 AE3943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997
 AE3943'THE BASE LINE IS LOCATED ABOUT 8.5 KM (5.3 MI) SOUTH SOUTHWEST OF
 AE3943'WINDSOR, 5.0 KM (3.1 MI) EAST OF THE INTERSECTION OF INTERSTATE 25 AND
 AE3943'US HIGHWAY 34 AND 1.0 KM (0.6 MI) EAST OF THE LARIMER-WELD COUNTY
 AE3943'LINE, IN THE SOUTHEAST 1/4 OF SECTION 7, T 5 N, R 67 W, AT US HIGHWAY
 AE3943'34 MILEPOST 99.5.
 AE3943' 
 AE3943'THE BASE LINE IS AN WEST-EAST LINE WITH THE 0-METER POINT ON THE WEST
 AE3943'END. IT CONSISTS OF THE 0, 150, 450, AND 1322-METER POINTS. THERE IS
 AE3943'NO 100-FOOT TAPE CALIBRATION STATION LOCATED AT THIS BASE LINE.
 AE3943' 
 AE3943'TO REACH THE 0-METER POINT FROM THE INTERSECTION OF WELD COUNTY ROAD
 AE3943'17 AND US HIGHWAY 34, 8.0 KM (5.0 MI) SOUTH OF WINDSOR, GO WEST ON US
 AE3943'HIGHWAY 34 FOR 1.53 KM (0.95 MI) TO THE INTERSECTION OF WELD COUNTY
 AE3943'ROAD 15. CONTINUE WEST ON US HIGHWAY 34 FOR 0.56 KM (0.35 MI) TO A
 AE3943'HIGH POINT AND THE STATION ON THE RIGHT, NORTH SIDE OF THE HIGHWAY.
 AE3943' 
 AE3943'THE 0-METER POINT IS A STANDARD NGS HORIZONTAL CONTROL DISK STAMPED--
 AE3943'KING 1996--, SET IN THE TOP OF A 50 CM (20 IN) DIAMETER CONCRETE POST,
 AE3943'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 24.0 M (78.7 FT) NORTH OF
 AE3943'THE CENTERLINE OF THE WESTBOUND LANES OF US HIGHWAY 34, 1.25 M (4.1
 AE3943'FT) SOUTH OF THE NORTHERN ROW FENCE OF U.S. HIGHWAY 34, 0.8 M (2.6 FT)
 AE3943'SOUTHWEST OF A WITNESS POST AND 0.8 M (2.6 FT) SOUTHEAST OF A WITNESS
 AE3943'POST.
 AE3943' 
 AE3943'USER NOTES- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 AE3943'ELEVATIONS ARE FOR CBL USE ONLY.  US HIGHWAY 34 IS VERY BUSY, SO CARE
 AE3943'SHOULD BE TAKEN WHEN USING THIS BASE LINE.  PLEASE ACQUIRE A PERMIT
 AE3943'FROM THE COLORADO DEPARTMENT OF TRANSPORTATION BEFORE USING.
 AE3943' 
 AE3943'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE COLORADO
 AE3943'DEPARTMENT OF TRANSPORTATION AND THE PROFESSIONAL LAND SURVEYORS OF
 AE3943'COLORADO.
 AE3943' 
 AE3943'FOR MORE INFORMATION PLEASE CONTACT MR JERRY JOHNSON, COLORADO
 AE3943'DEPARTMENT OF TRANSPORTATION, AT (303) 757-9265 OR MR RICHARD COHEN,
 AE3943'NATIONAL GEODETIC SURVEY, AT (303) 758-9197.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2018 ***********************************************************************
 KK2018  DESIGNATION -  KINGSTON
 KK2018  PID         -  KK2018
 KK2018  STATE/COUNTY-  CO/GILPIN
 KK2018  USGS QUAD   -  EMPIRE (1974)
 KK2018
 KK2018                         *CURRENT SURVEY CONTROL
 KK2018  ___________________________________________________________________
 KK2018* NAD 83(1992)-  39 50 51.51769(N)    105 39 02.89520(W)     ADJUSTED  
 KK2018* NAVD 88     -      3704.     (meters)   12152.     (feet)  VERTCON   
 KK2018  ___________________________________________________________________
 KK2018  LAPLACE CORR-         -13.59  (seconds)                    DEFLEC99
 KK2018  GEOID HEIGHT-         -12.67  (meters)                     GEOID03
 KK2018
 KK2018  HORZ ORDER  -  THIRD
 KK2018
 KK2018.The horizontal coordinates were established by classical geodetic methods
 KK2018.and adjusted by the National Geodetic Survey in January 1993..
 KK2018
 KK2018.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2018
 KK2018.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2018
 KK2018.The geoid height was determined by GEOID03.
 KK2018
 KK2018;                    North         East     Units Scale Factor Converg.
 KK2018;SPC CO N     -   361,915.305   901,495.746   MT  0.99998144   -0 05 50.8
 KK2018;SPC CO N     - 1,187,383.80  2,957,657.29   sFT  0.99998144   -0 05 50.8
 KK2018;SPC CO C     -   528,424.286   901,495.238   MT  1.00002078   -0 05 42.4
 KK2018;SPC CO C     - 1,733,672.01  2,957,655.63   sFT  1.00002078   -0 05 42.4
 KK2018;UTM  13      - 4,411,050.005   444,324.064   MT  0.99963816   -0 25 01.2
 KK2018
 KK2018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2018!SPC CO N     -   0.99942128  x   0.99998144  =   0.99940274
 KK2018!SPC CO C     -   0.99942128  x   1.00002078  =   0.99944205
 KK2018!UTM  13      -   0.99942128  x   0.99963816  =   0.99905965
 KK2018
 KK2018:                Primary Azimuth Mark                     Grid Az
 KK2018:SPC CO N     -  RED                                      186 01 59.1
 KK2018:SPC CO C     -  RED                                      186 01 50.7
 KK2018:UTM  13      -  RED                                      186 21 09.5
 KK2018
 KK2018|---------------------------------------------------------------------|
 KK2018| PID    Reference Object                     Distance      Geod. Az  |
 KK2018|                                                           dddmmss.s |
 KK2018| KK2019 RED                                 APPROX. 7.2 KM 1855608.3 |
 KK2018|---------------------------------------------------------------------|
 KK2018
 KK2018                          SUPERSEDED SURVEY CONTROL
 KK2018
 KK2018  NAD 83(1986)-  39 50 51.51732(N)    105 39 02.89132(W) AD(       ) 3
 KK2018  NAD 27      -  39 50 51.56649(N)    105 39 00.89343(W) AD(       ) 3
 KK2018  NGVD 29 (07/19/86) 3702.     (m)        12146.     (f) VERT ANG       
 KK2018
 KK2018.Superseded values are not recommended for survey control.
 KK2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2018.See file dsdata.txt to determine how the superseded data were derived.
 KK2018
 KK2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE4432411050(NAD 83)
 KK2018
 KK2018  HISTORY     - Date     Condition        Report By
 KK2018  HISTORY     - 1903     MONUMENTED       USGS
 KK2018  HISTORY     - 1955     GOOD             USGS
 KK2018
 KK2018                          STATION DESCRIPTION
 KK2018
 KK2018'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 KK2018'STATION RECOVERED AS PREVIOUSLY DESCRIBED.
 KK2018'
 KK2018'STATION LOCATED ON KINGSTON PEAK, 7 MI. (AIRLINE) NW. OF CENTRAL CITY
 KK2018'AND 2 MI. E. OF JAMES PEAK.
 KK2018'
 KK2018'STATION WAS REACHED BY GOING FROM BLACKHAWK W. ON HIGHWAY 119
 KK2018'APPROXIMATELY 2 MI., THEN TURNING LEFT ONTO GRAVEL RD. WHICH FOLLOWS
 KK2018'ALONG NORTH CLEAR CREEK FOR 4 MI., THEN GOES N. ALONG PINE CREEK TO
 KK2018'APEX.  TURN LEFT AT APEX SKI LODGE AND FOLLOW RD. FOR 5 MI. WHICH
 KK2018'LEADS DIRECTLY TO KINGSTON PEAK.
 KK2018'
 KK2018'STATION MARK--STANDARD BRONZE TRIANGULATION TABLET, WHICH IS
 KK2018'UNSTAMPED, SET IN SOLID ROCK.
 KK2018'
 KK2018'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0155 ***********************************************************************
 KK0155  DESIGNATION -  KIOWA
 KK0155  PID         -  KK0155
 KK0155  STATE/COUNTY-  CO/ELBERT
 KK0155  USGS QUAD   -  KIOWA (1994)
 KK0155
 KK0155                         *CURRENT SURVEY CONTROL
 KK0155  ___________________________________________________________________
 KK0155* NAD 83(1986)-  39 20 48.     (N)    104 28 06.     (W)     SCALED    
 KK0155* NAVD 88     -      1935.479  (meters)    6349.98   (feet)  POSTED    
 KK0155  ___________________________________________________________________
 KK0155  GEOID HEIGHT-         -17.76  (meters)                     GEOID03
 KK0155  DYNAMIC HT  -        1933.480 (meters)    6343.43  (feet)  COMP
 KK0155  MODELED GRAV-     979,524.1   (mgal)                       NAVD 88
 KK0155
 KK0155  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0155
 KK0155.The horizontal coordinates were scaled from a topographic map and have
 KK0155.an estimated accuracy of +/- 6 seconds.
 KK0155
 KK0155.The orthometric height was determined by differential leveling
 KK0155.and adjusted by the National Geodetic Survey in 1992..
 KK0155.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0155.rate of 0.0 thru 1.0 mm/km.
 KK0155
 KK0155.The geoid height was determined by GEOID03.
 KK0155
 KK0155.The dynamic height is computed by dividing the NAVD 88
 KK0155.geopotential number by the normal gravity value computed on the
 KK0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0155.degrees latitude (g = 980.6199 gals.).
 KK0155
 KK0155.The modeled gravity was interpolated from observed gravity values.
 KK0155
 KK0155;                    North         East    Units  Estimated Accuracy
 KK0155;SPC CO C     -   473,300.    1,003,330.      MT  (+/- 180 meters Scaled)
 KK0155
 KK0155                          SUPERSEDED SURVEY CONTROL
 KK0155
 KK0155  NGVD 29 (??/??/92) 1934.489  (m)         6346.74   (f) ADJ UNCH    2 0
 KK0155
 KK0155.Superseded values are not recommended for survey control.
 KK0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0155.See file dsdata.txt to determine how the superseded data were derived.
 KK0155
 KK0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED458553(NAD 83)
 KK0155_MARKER: DB = BENCH MARK DISK
 KK0155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0155_SP_SET: STEP
 KK0155_STAMPING: KIOWA 1934
 KK0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0155
 KK0155  HISTORY     - Date     Condition        Report By
 KK0155  HISTORY     - 1934     MONUMENTED       CGS
 KK0155  HISTORY     - 1970     SEE DESCRIPTION  USGS
 KK0155
 KK0155                          STATION DESCRIPTION
 KK0155
 KK0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0155'AT KIOWA.
 KK0155'AT KIOWA, ELBERT COUNTY, AT THE COUNTY COURTHOUSE, AT THE SOUTH
 KK0155'ENTRANCE, 13 FEET SOUTH OF THE MAIN WALL OF THE BUILDING, AND
 KK0155'6 FEET EAST OF THE CENTER OF THE ENTRANCE, AND IN THE EAST END
 KK0155'OF THE FIRST STEP.  A STANDARD DISK, STAMPED KIOWA 1934.  NOTE--
 KK0155'MARK HAS BEEN COVERED BY 1/2 INCH OF CONCRETE.
 KK0155
 KK0155                          STATION RECOVERY (1970)
 KK0155
 KK0155'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 KK0155'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2046 ***********************************************************************
 KK2046  DESIGNATION -  KIOWA
 KK2046  PID         -  KK2046
 KK2046  STATE/COUNTY-  CO/ELBERT
 KK2046  USGS QUAD   -  KIOWA (1994)
 KK2046
 KK2046                         *CURRENT SURVEY CONTROL
 KK2046  ___________________________________________________________________
 KK2046* NAD 83(1992)-  39 20 48.30161(N)    104 25 23.74860(W)     ADJUSTED  
 KK2046* NAVD 88     -      2011.4    (meters)    6599.     (feet)  VERTCON   
 KK2046  ___________________________________________________________________
 KK2046  LAPLACE CORR-          -5.52  (seconds)                    DEFLEC99
 KK2046  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 KK2046
 KK2046  HORZ ORDER  -  FIRST
 KK2046
 KK2046.The horizontal coordinates were established by classical geodetic methods
 KK2046.and adjusted by the National Geodetic Survey in January 1993..
 KK2046
 KK2046.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2046
 KK2046.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2046
 KK2046.The geoid height was determined by GEOID03.
 KK2046
 KK2046;                    North         East     Units Scale Factor Converg.
 KK2046;SPC CO C     -   473,352.250 1,007,211.398   MT  0.99994508   +0 40 44.7
 KK2046;SPC CO C     - 1,552,989.84  3,304,492.73   sFT  0.99994508   +0 40 44.7
 KK2046;UTM  13      - 4,355,415.582   549,696.120   MT  0.99963041   +0 21 56.4
 KK2046
 KK2046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2046!SPC CO C     -   0.99968734  x   0.99994508  =   0.99963243
 KK2046!UTM  13      -   0.99968734  x   0.99963041  =   0.99931786
 KK2046
 KK2046|---------------------------------------------------------------------|
 KK2046| PID    Reference Object                     Distance      Geod. Az  |
 KK2046|                                                           dddmmss.s |
 KK2046| CP8392 KIOWA RM 1                           26.918 METERS 14112     |
 KK2046| KK1624 KIOWA ATT RELAY TOWER                68.930 METERS 17003     |
 KK2046| CP8393 KIOWA RM 2                           28.765 METERS 22550     |
 KK2046| KK1626 KIOWA AZ MK                         441.563 METERS 2682432.6 |
 KK2046| KK1635 ELIZABETH COLO GAS RELAY TOWER      APPROX.22.4 KM 2773751.3 |
 KK2046|---------------------------------------------------------------------|
 KK2046
 KK2046                          SUPERSEDED SURVEY CONTROL
 KK2046
 KK2046  NAD 83(1986)-  39 20 48.29481(N)    104 25 23.74668(W) AD(       ) 1
 KK2046  NAD 27      -  39 20 48.34674(N)    104 25 21.86398(W) AD(       ) 1
 KK2046  NGVD 29 (07/19/86) 2010.4    (m)         6596.     (f) VERT ANG       
 KK2046
 KK2046.Superseded values are not recommended for survey control.
 KK2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2046.See file dsdata.txt to determine how the superseded data were derived.
 KK2046
 KK2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED4969655416(NAD 83)
 KK2046_MARKER: DS = TRIANGULATION STATION DISK
 KK2046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK2046
 KK2046  HISTORY     - Date     Condition        Report By
 KK2046  HISTORY     - 1960     MONUMENTED       USGS
 KK2046  HISTORY     - 1970     GOOD             NGS
 KK2046  HISTORY     - 1977     GOOD             NGS
 KK2046
 KK2046                          STATION DESCRIPTION
 KK2046
 KK2046'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (NES)
 KK2046'THE STATION IS LOCATED ABOUT 2 MILES EAST OF KIOWA, ON THE NORTH
 KK2046'SIDE OF A SECTION LINE ROAD ACROSS FROM AN A.T. AND T. MICROWAVE
 KK2046'RELAY TOWER, ON GRAZING LAND.
 KK2046'
 KK2046'TO REACH THE STATION FROM THE POST OFFICE IN KIOWA, GO EASTERLY
 KK2046'ON STATE HIGHWAY 86 FOR 0.8 MILE TO A SIDE ROAD LEFT, TURN LEFT AND
 KK2046'GO EASTERLY FOR 1.1 MILES TO A GATE ON THE LEFT ACROSS FROM A
 KK2046'DWELLING, TURN LEFT THROUGH THE GATE AND THEN RIGHT, FOLLOWING
 KK2046'THE FENCE EASTERLY FOR 0.25 MILE TO THE AZIMUTH MARK ON THE
 KK2046'RIGHT.  CONTINUE EAST ALONG THE FENCE FOR 0.3 MILE TO THE
 KK2046'STATION ON THE LEFT.
 KK2046'
 KK2046'THE STATION MARK IS A STANDARD DISK STAMPED KIOWA 1960, SET IN A
 KK2046'SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES.  IT IS 68.4
 KK2046'FEET NORTH OF THE FENCE AND WITNESS POST.
 KK2046'
 KK2046'RM 1 IS A STANDARD DISK STAMPED KIOWA NO 1 1960, SET IN A SQUARE
 KK2046'CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND IS 59 FEET EAST OF
 KK2046'THE WITNESS POST AND 1 FOOT NORTH OF THE FENCE.
 KK2046'
 KK2046'RM 2 IS A STANDARD DISK STAMPED KIOWA NO 2 1960, SET IN A SQUARE
 KK2046'CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS 65 FEET WEST OF
 KK2046'THE WITNESS POST AND 1 FOOT NORTH OF THE FENCE.
 KK2046'
 KK2046'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KIOWA 1960, SET IN
 KK2046'A SQUARE CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS 16
 KK2046'FEET EAST OF A TRANSMISSION POLE, 1.7 FEET WEST OF A WITNESS POST
 KK2046'AND 1 FOOT NORTH OF THE FENCE.
 KK2046
 KK2046                          STATION RECOVERY (1970)
 KK2046
 KK2046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JEP)
 KK2046'STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 KK2046'CONDITION AS DESCRIBED IN USC AND GS EASTERN COLORADO FIELD
 KK2046'DESCRIPTIONS.
 KK2046'
 KK2046'STATION MARK IS A STANDARD USC AND GS BRONZE DISK SET IN A SQUARE
 KK2046'CONCRETE MONUMENT PROJECTING 4 INCHES AND STAMPED KIOWA 1960.
 KK2046'
 KK2046'STATION WHITEHEAD USC AND GS IS VISIBLE FROM THE GROUND AT THIS
 KK2046'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 KK2046'
 KK2046'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
 KK2046
 KK2046                          STATION RECOVERY (1977)
 KK2046
 KK2046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KK2046'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE
 KK2046'AND DIRECTION TO THE MARKS CHECKED ADEQUATELY.  NO MAJOR CHANGES
 KK2046'AT STATION SITE NOTED AT THIS TIME.
 KK2046'
 KK2046'STATION IS REACHED FROM THE POST OFFICE IN KIOWA.  GO EAST
 KK2046'ON STATE HIGHWAY 86 FOR 0.75 MILE TO A GRAVELED ROAD ON
 KK2046'LEFT.  TURN LEFT AND CONTINUE NORTHEAST AND EAST ON THE GRAVELED
 KK2046'ROAD (COUNTY ROAD 134) FOR 1.1 MILES TO A METAL GATE ON THE
 KK2046'LEFT.  TURN LEFT, PASS THROUGH THE GATE, THENCE RIGHT AND
 KK2046'CONTINUE EAST ALONG NORTH SIDE OF FENCELINE FOR 0.25 MILE TO
 KK2046'THE AZIMUTH MARK, AS DESCRIBED.  CONTINUE EAST ALONG THE
 KK2046'FENCELINE FOR 0.3 MILE TO THE STATION ON LEFT.
 KK2046'
 KK2046'STATION MARK IS A STANDARD STATION MARK DISK, STAMPED KIOWA
 KK2046'1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 KK2046'ABOUT 4 INCHES.  MARK IS 93 FEET NORTH OF THE APPROXIMATE CENTER
 KK2046'OF COUNTY ROAD 134 (GRAVELED) AND 67.8 FEET NORTH OF AN EAST-WEST
 KK2046'FENCELINE AND METAL WITNESS POST.
 KK2046'
 KK2046'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED
 KK2046'KIOWA NO 1 1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 KK2046'PROJECTING ABOUT 4 INCHES.  MARK IS 63 FEET EAST OF THE METAL
 KK2046'WITNESS POST, 25 FEET NORTH OF COUNTY ROAD 134 AND 1 FOOT NORTH
 KK2046'OF THE EAST-WEST FENCELINE.
 KK2046'
 KK2046'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED KIOWA
 KK2046'NO 2 1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 KK2046'ABOUT 4 INCHES.  MARK IS 57 FEET WEST OF THE METAL WITNESS POST,
 KK2046'25 FEET NORTH OF COUNTY ROAD 134, 1 FOOT NORTH OF THE EAST-WEST
 KK2046'FENCELINE AND 1 FOOT NORTHEAST OF A POWERLINE POLE WITH A
 KK2046'TRANSFORMER AND GUYLINE ATTACHED.
 KK2046'
 KK2046'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED KIOWA
 KK2046'1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT
 KK2046'6 INCHES.  MARK IS 28 FEET NORTH OF COUNTY ROAD 134, 15.7 FEET
 KK2046'EAST OF A POWERLINE POLE, 1.9 FEET WEST OF A METAL WITNESS POST
 KK2046'AND 1 FOOT NORTH OF THE EAST-WEST FENCELINE.
 KK2046'
 KK2046'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KK2046'2 MILES EAST OF KIOWA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1624 ***********************************************************************
 KK1624  DESIGNATION -  KIOWA ATT RELAY TOWER
 KK1624  PID         -  KK1624
 KK1624  STATE/COUNTY-  CO/ELBERT
 KK1624  USGS QUAD   -  KIOWA (1994)
 KK1624
 KK1624                         *CURRENT SURVEY CONTROL
 KK1624  ___________________________________________________________________
 KK1624* NAD 83(1992)-  39 20 46.10008(N)    104 25 23.25129(W)     ADJUSTED  
 KK1624* NAVD 88     -                                                        
 KK1624  ___________________________________________________________________
 KK1624  LAPLACE CORR-          -5.53  (seconds)                    DEFLEC99
 KK1624  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 KK1624
 KK1624  HORZ ORDER  -  THIRD
 KK1624
 KK1624.The horizontal coordinates were established by classical geodetic methods
 KK1624.and adjusted by the National Geodetic Survey in January 1993..
 KK1624
 KK1624
 KK1624.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1624
 KK1624.The geoid height was determined by GEOID03.
 KK1624
 KK1624;                    North         East     Units Scale Factor Converg.
 KK1624;SPC CO C     -   473,284.505 1,007,224.109   MT  0.99994503   +0 40 45.0
 KK1624;SPC CO C     - 1,552,767.58  3,304,534.43   sFT  0.99994503   +0 40 45.0
 KK1624;UTM  13      - 4,355,347.791   549,708.456   MT  0.99963042   +0 21 56.7
 KK1624
 KK1624                          SUPERSEDED SURVEY CONTROL
 KK1624
 KK1624  NAD 83(1986)-  39 20 46.09356(N)    104 25 23.24679(W) AD(       ) 4
 KK1624  NAD 27      -  39 20 46.14449(N)    104 25 21.36359(W) AD(       ) 3
 KK1624
 KK1624.Superseded values are not recommended for survey control.
 KK1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1624.See file dsdata.txt to determine how the superseded data were derived.
 KK1624
 KK1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED4970855348(NAD 83)
 KK1624_MARKER: 55 = TOWER
 KK1624
 KK1624  HISTORY     - Date     Condition        Report By
 KK1624  HISTORY     - 1960     FIRST OBSERVED   CGS
 KK1624
 KK1624                          STATION DESCRIPTION
 KK1624
 KK1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KK1624'THE STATION IS LOCATED ABOUT 2 MILES EAST OF KIOWA ON THE SOUTH
 KK1624'SIDE OF A SECTION LINE ROAD.  IT IS THE CENTER OF A 4 LEGGED
 KK1624'STEEL TOWER THAT SUPPORTS SOME LARGE METAL REFLECTORS AND HAS
 KK1624'AN OVERALL HEIGHT OF APPROXIMATELY 100 FEET.
 KK1624'
 KK1624'TO REACH THE STATION FROM THE POST OFFICE IN KIOWA, GO EASTERLY
 KK1624'ON STATE HIGHWAY 86 FOR 0.8 MILE TO A SIDE ROAD LEFT, TURN LEFT
 KK1624'AND CONTINUE EASTERLY FOR 1.6 MILES TO THE STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1625 ***********************************************************************
 KK1625  DESIGNATION -  KIOWA MUNICIPAL TANK
 KK1625  PID         -  KK1625
 KK1625  STATE/COUNTY-  CO/ELBERT
 KK1625  USGS QUAD   -  KIOWA (1994)
 KK1625
 KK1625                         *CURRENT SURVEY CONTROL
 KK1625  ___________________________________________________________________
 KK1625* NAD 83(1992)-  39 20 43.89250(N)    104 27 35.45238(W)     ADJUSTED  
 KK1625* NAVD 88     -                                                        
 KK1625  ___________________________________________________________________
 KK1625  LAPLACE CORR-          -4.87  (seconds)                    DEFLEC99
 KK1625  GEOID HEIGHT-         -17.78  (meters)                     GEOID03
 KK1625
 KK1625  HORZ ORDER  -  THIRD
 KK1625
 KK1625.The horizontal coordinates were established by classical geodetic methods
 KK1625.and adjusted by the National Geodetic Survey in January 1993..
 KK1625.No horizontal observational check was made to the station.
 KK1625
 KK1625
 KK1625.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1625
 KK1625.The geoid height was determined by GEOID03.
 KK1625
 KK1625;                    North         East     Units Scale Factor Converg.
 KK1625;SPC CO C     -   473,179.552 1,004,059.695   MT  0.99994499   +0 39 21.6
 KK1625;SPC CO C     - 1,552,423.25  3,294,152.52   sFT  0.99994499   +0 39 21.6
 KK1625;UTM  13      - 4,355,260.180   546,544.517   MT  0.99962667   +0 20 32.9
 KK1625
 KK1625                          SUPERSEDED SURVEY CONTROL
 KK1625
 KK1625  NAD 83(1986)-  39 20 43.88597(N)    104 27 35.44761(W) AD(       ) 4
 KK1625  NAD 27      -  39 20 43.93786(N)    104 27 33.56006(W) AD(       ) 3
 KK1625
 KK1625.Superseded values are not recommended for survey control.
 KK1625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1625.See file dsdata.txt to determine how the superseded data were derived.
 KK1625
 KK1625_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED4654555260(NAD 83)
 KK1625_MARKER: 51 = TANK
 KK1625
 KK1625  HISTORY     - Date     Condition        Report By
 KK1625  HISTORY     - 1960     FIRST OBSERVED   CGS
 KK1625
 KK1625                          STATION DESCRIPTION
 KK1625
 KK1625'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0670 ***********************************************************************
 LK0670  DESIGNATION -  KIRKHAM
 LK0670  PID         -  LK0670
 LK0670  STATE/COUNTY-  CO/MORGAN
 LK0670  USGS QUAD   -  RAGO (1984)
 LK0670
 LK0670                         *CURRENT SURVEY CONTROL
 LK0670  ___________________________________________________________________
 LK0670* NAD 83(1992)-  40 07 09.53379(N)    103 28 52.60739(W)     ADJUSTED  
 LK0670* NAVD 88     -      1413.3    (meters)    4637.     (feet)  VERTCON   
 LK0670  ___________________________________________________________________
 LK0670  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 LK0670  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 LK0670
 LK0670  HORZ ORDER  -  FIRST
 LK0670
 LK0670.The horizontal coordinates were established by classical geodetic methods
 LK0670.and adjusted by the National Geodetic Survey in January 1993..
 LK0670
 LK0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0670
 LK0670.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0670
 LK0670.The geoid height was determined by GEOID03.
 LK0670
 LK0670;                    North         East     Units Scale Factor Converg.
 LK0670;SPC CO N     -   394,026.843 1,086,465.879   MT  0.99995946   +1 18 15.7
 LK0670;SPC CO N     - 1,292,736.40  3,564,513.47   sFT  0.99995946   +1 18 15.7
 LK0670;UTM  13      - 4,442,105.512   629,414.185   MT  0.99980617   +0 58 43.6
 LK0670
 LK0670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0670!SPC CO N     -   0.99978146  x   0.99995946  =   0.99974093
 LK0670!UTM  13      -   0.99978146  x   0.99980617  =   0.99958768
 LK0670
 LK0670|---------------------------------------------------------------------|
 LK0670| PID    Reference Object                     Distance      Geod. Az  |
 LK0670|                                                           dddmmss.s |
 LK0670| CP8399 KIRKHAM RM 1                         27.402 METERS 06103     |
 LK0670| CP8398 KIRKHAM AZ MK                                      1005305.8 |
 LK0670| CP7530 KIRKHAM RM 2                         32.534 METERS 16426     |
 LK0670| LK0697 LUSLEE                              APPROX.20.2 KM 2884730.2 |
 LK0670|---------------------------------------------------------------------|
 LK0670
 LK0670                          SUPERSEDED SURVEY CONTROL
 LK0670
 LK0670  NAD 83(1986)-  40 07 09.52593(N)    103 28 52.60666(W) AD(       ) 1
 LK0670  NAD 27      -  40 07 09.58700(N)    103 28 50.81200(W) AD(       ) 1
 LK0670  NGVD 29 (07/19/86) 1412.6    (m)         4635.     (f) VERT ANG       
 LK0670
 LK0670.Superseded values are not recommended for survey control.
 LK0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0670.See file dsdata.txt to determine how the superseded data were derived.
 LK0670
 LK0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE2941442106(NAD 83)
 LK0670_MARKER: DS = TRIANGULATION STATION DISK
 LK0670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0670
 LK0670  HISTORY     - Date     Condition        Report By
 LK0670  HISTORY     - 1934     MONUMENTED       CGS
 LK0670  HISTORY     - 1935     GOOD             CGS
 LK0670  HISTORY     - 1966     GOOD             CGS
 LK0670  HISTORY     - 1966     GOOD             CGS
 LK0670
 LK0670                          STATION DESCRIPTION
 LK0670
 LK0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 LK0670'STATION IS ABOUT 12 MILES SOUTHEAST OF BRUSH IN THE SOUTHEAST
 LK0670'QUARTER, SEC. 24, T. 2 N., R. 55 W.  IT IS ON THE TOP OF THE
 LK0670'HIGHEST SAND HILL IN THE VICINITY ON PASTURE LAND OWNED BY
 LK0670'MR. W.W. KIRKHAM.  THE STATION IS ABOUT 1/2 MILE WEST OF THE
 LK0670'COUNTY-LINE ROAD.
 LK0670'
 LK0670'THE STATION IS REACHED FROM BRUSH BY GOING SOUTH AND EAST ON
 LK0670'STATE HIGHWAY 71 FOR 8.0 MILES.  TURN EAST AT A FILLING STATION
 LK0670'AND GO 6.0 MILES, TURN SOUTH 1.0 MILE, LEAVE THE MAIN ROAD,
 LK0670'GO WEST THROUGH A GATE, AND FOLLOW ALONG THE LANE 1.0 MILE.
 LK0670'PASS THROUGH A WIRE GATE AND DRIVE IN A SOUTHERLY DIRECTION
 LK0670'ACROSS COUNTRY FOR 1.0 MILE TO THE TOP OF THE HIGHEST
 LK0670'HILL AND THE STATION.  THE MARK PROJECTS 8 INCHES.
 LK0670'
 LK0670'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LK0670'BRONZE DISKS SET.
 LK0670'
 LK0670'REFERENCE MARK NO. 1 IS EAST OF THE STATION AND PROJECTS 8
 LK0670'INCHES.
 LK0670'
 LK0670'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION, AND PROJECTS
 LK0670'8 INCHES.
 LK0670'
 LK0670'AZIMUTH MARK IS ABOUT 0.5 MILE EAST OF THE STATION, IN THE
 LK0670'FENCE LINE ON THE WEST SIDE OF THE ROAD AND PROJECTS 8 INCHES.
 LK0670'
 LK0670'A 4-FOOT STAND WAS ERECTED.
 LK0670
 LK0670                          STATION RECOVERY (1935)
 LK0670
 LK0670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LK0670'STATION IS ABOUT 12 MILES SOUTHEAST OF BRUSH AND IN THE SOUTHEAST
 LK0670'QUARTER OF SEC. 24, T. 2 N., R. 55 W.  IT IS ON THE TOP OF
 LK0670'THE HIGHEST SAND HILL IN THE VICINITY AND IS ON PASTURE LAND
 LK0670'OWNED BY MR. W.W. KIRKHAM.  IT IS ABOUT 0.5 MILE WEST OF THE
 LK0670'MORGAN-WASHINGTON COUNTY LINE.  THE MARK PROJECTS 3 INCHES.
 LK0670'
 LK0670'THE STATION IS REACHED FROM THE DEPOT IN BRUSH BY GOING SOUTH
 LK0670'AND EAST ON STATE HIGHWAY 71 FOR 8.0 MILES.  TURN EAST AT A
 LK0670'SERVICE STATION AND GO 6.0 MILES.  TURN RIGHT AND DRIVE SOUTH
 LK0670'FOR 2.0 MILES.  TURN RIGHT OFF THE ROAD, PASS THROUGH THE FENCE
 LK0670'ON THE WEST SIDE OF THE ROAD AND DRIVE WEST 0.5 MILE TO THE
 LK0670'STATION.
 LK0670'
 LK0670'REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION AND
 LK0670'PROJECTS 4 INCHES.
 LK0670'
 LK0670'REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST OF THE STATION AND
 LK0670'PROJECTS 6 INCHES.
 LK0670'
 LK0670'AZIMUTH MARK IS ABOUT 0.5 MILE EAST OF THE STATION, AND ONE
 LK0670'FOOT WEST OF THE FENCE ON THE WEST SIDE OF THE ROAD.  THE
 LK0670'MARK PROJECTS 6 INCHES.
 LK0670'
 LK0670'ALL MARKS WERE RECOVERED IN EXCELLENT CONDITION.
 LK0670'
 LK0670'A 4-FOOT STAND CLEARED ALL LINES.
 LK0670
 LK0670                          STATION RECOVERY (1966)
 LK0670
 LK0670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LK0670'THE STATION MARK, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2
 LK0670'WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.  THE
 LK0670'AZIMUTH MARK WAS FOUND DISPLACED AND THE DISK WAS RECOVERED.
 LK0670'NO OBJECTS WERE VISIBLE AT THE STATION SITE SO A NEW AZIMUTH
 LK0670'MARK COULD NOT BE SET.
 LK0670'
 LK0670'THE 1966 DESCRIPTION WAS FOUND ADEQUATE.
 LK0670
 LK0670                          STATION RECOVERY (1966)
 LK0670
 LK0670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 LK0670'THE STATION MARK, REFERENCE MARK NUMBER 1 AND REFERENCE MARK
 LK0670'NUMBER 2 WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE AZIMUTH
 LK0670'MARK HAS BEEN DESTROYED.  A NEW DESCRIPTION TO REACH THE STATION
 LK0670'FOLLOWS.
 LK0670'
 LK0670'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34 AND
 LK0670'STATE HIGHWAY 71 EAST OF BRUSH, GO SOUTH ON STATE HIGHWAY 71
 LK0670'FOR 8.0 MILES TO A CROSSROAD AND WHERE THE HIGHWAY TURNS
 LK0670'SOUTH-SOUTHWEST.  TURN LEFT AND GO EAST ON THE MAIN ROAD FOR
 LK0670'5.9 MILES TO A T-ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON A
 LK0670'GRAVEL ROAD FOR 1.05 MILES TO A DIM SAND ROAD RIGHT.  TURN RIGHT
 LK0670'AND GO WEST ON THE DIM SAND ROAD FOR 0.35 MILE TO A GATE AND
 LK0670'A WINDMILL ON THE LEFT.  PASS THROUGH THE GATE AND GO SOUTH
 LK0670'ALONG THE WEST SIDE OF A FENCE LINE FOR 0.55 MILE TO WHERE
 LK0670'THE FENCE GOES EAST, CONTINUE SOUTH CROSS COUNTRY FOR 0.74
 LK0670'MILE TO THE HIGHEST PART OF A SAND HILL AND THE STATION.  IT
 LK0670'IS 0.1 MILE NORTH OF A EAST-WEST FENCE LINE.
 LK0670'
 LK0670'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8.0 MILES
 LK0670'SOUTH OF THE JUNCTION OF U.S. HIGHWAY 34 AND STATE HIGHWAY 71,
 LK0670'5.9 MILES EAST OF STATE HIGHWAY 71, 2.0 MILES SOUTH AND 0.5
 LK0670'MILE WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8117 ***********************************************************************
 AE8117  DESIGNATION -  KIRKPATRICK
 AE8117  PID         -  AE8117
 AE8117  STATE/COUNTY-  CO/LARIMER
 AE8117  USGS QUAD   -  PANORAMA PEAK (1978)
 AE8117
 AE8117                         *CURRENT SURVEY CONTROL
 AE8117  ___________________________________________________________________
 AE8117* NAD 83(1992)-  40 19 20.65116(N)    105 24 54.40357(W)     ADJUSTED  
 AE8117* NAVD 88     -      2298.5    (meters)    7541.     (feet)  GPS OBS   
 AE8117  ___________________________________________________________________
 AE8117  X           -  -1,294,858.528 (meters)                     COMP
 AE8117  Y           -  -4,696,115.898 (meters)                     COMP
 AE8117  Z           -   4,106,822.785 (meters)                     COMP
 AE8117  LAPLACE CORR-         -19.42  (seconds)                    DEFLEC99
 AE8117  ELLIP HEIGHT-        2284.92  (meters)          (12/03/02) GPS OBS
 AE8117  GEOID HEIGHT-         -13.55  (meters)                     GEOID03
 AE8117
 AE8117  HORZ ORDER  -  FIRST
 AE8117  ELLP ORDER  -  FOURTH    CLASS II
 AE8117
 AE8117.The horizontal coordinates were established by GPS observations
 AE8117.and adjusted by the National Geodetic Survey in March 1998..
 AE8117
 AE8117.The orthometric height was determined by GPS observations and a
 AE8117.high-resolution geoid model.
 AE8117
 AE8117.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8117
 AE8117.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8117
 AE8117.The ellipsoidal height was determined by GPS observations
 AE8117.and is referenced to NAD 83.
 AE8117
 AE8117.The geoid height was determined by GEOID03.
 AE8117
 AE8117;                    North         East     Units Scale Factor Converg.
 AE8117;SPC CO N     -   414,621.379   921,616.220   MT  0.99995763   +0 03 17.5
 AE8117;SPC CO N     - 1,360,303.64  3,023,669.22   sFT  0.99995763   +0 03 17.5
 AE8117;UTM  13      - 4,463,624.478   464,733.313   MT  0.99961531   -0 16 07.0
 AE8117
 AE8117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8117!SPC CO N     -   0.99964169  x   0.99995763  =   0.99959933
 AE8117!UTM  13      -   0.99964169  x   0.99961531  =   0.99925714
 AE8117
 AE8117                          SUPERSEDED SURVEY CONTROL
 AE8117
 AE8117  ELLIP H (03/31/98) 2284.93   (m)                       GP(       ) 4 1
 AE8117
 AE8117.Superseded values are not recommended for survey control.
 AE8117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8117.See file dsdata.txt to determine how the superseded data were derived.
 AE8117
 AE8117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE6473363624(NAD 83)
 AE8117_MARKER: DH = HORIZONTAL CONTROL DISK
 AE8117_SETTING: 66 = SET IN ROCK OUTCROP
 AE8117_STAMPING: KIRKPATRICK 1996
 AE8117_MARK LOGO: NGS   
 AE8117_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE8117+STABILITY: POSITION/ELEVATION WELL
 AE8117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8117+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE8117
 AE8117  HISTORY     - Date     Condition        Report By
 AE8117  HISTORY     - 1996     MONUMENTED       NGS
 AE8117
 AE8117                          STATION DESCRIPTION
 AE8117
 AE8117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE8117'THE STATION IS LOCATED ABOUT 19.5 MI (31.4 KM) WEST-SOUTHWEST OF
 AE8117'LOVELAND, 8 MI (12.9 KM) SOUTHWEST OF DRAKE AND 5 MI (8.0 KM)
 AE8117'SOUTHEAST OF ESTES PARK, IN THE SOUTHEAST 1/4 OF SECTION 11, T 4 N, R
 AE8117'72 W, AT U.  S.  HIGHWAY 36 MILEPOST 7.15.  OWNERSHIP--COLORADO DEPT.
 AE8117'OF TRANSPORTATION RIGHT-OF-WAY TO REACH THE STATION FROM THE
 AE8117'INTERSECTION OF U.  S.  HIGHWAY 36 AND STATE HIGHWAY 7 IN ESTES PARK,
 AE8117'GO SOUTHEASTERLY FOR 7.15 MI (11.51 KM) TO THE STATION ON THE RIGHT
 AE8117'THE MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE WEST END OF A
 AE8117'ROCK OUTCROP 13 M (42.7 FT) BY 4 M (13.1 FT) LONG AND 3 M (9.8 FT)
 AE8117'HIGH.  IT IS 13.9 M (45.6 FT) EAST FROM THE INTERSECTION OF A SMALL
 AE8117'DIRT ROAD OVER A SMALL HILL AND U.  S.  HIGHWAY 36, 11.9 M (39.0 FT)
 AE8117'SOUTH-SOUTHEAST FROM THE CENTER LINE OF U.  S.  HIGHWAY 36, 0.7 M (2.3
 AE8117'FT) EAST-NORTHEAST FROM A WITNESS POST, 0.4 M (1.3 FT) NORTHEAST FROM
 AE8117'THE WESTERN EDGE OF THE OUTCROP, ABOUT 30 CM ABOVE THE GROUND AND
 AE8117'ABOUT THE SAME HEIGHT AS THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0893 ***********************************************************************
 JJ0893  DESIGNATION -  KIT
 JJ0893  PID         -  JJ0893
 JJ0893  STATE/COUNTY-  CO/CHEYENNE
 JJ0893  USGS QUAD   -  KIT CARSON (1982)
 JJ0893
 JJ0893                         *CURRENT SURVEY CONTROL
 JJ0893  ___________________________________________________________________
 JJ0893* NAD 83(1992)-  38 46 00.74296(N)    102 51 04.21541(W)     ADJUSTED  
 JJ0893* NAVD 88     -      1322.     (meters)    4337.     (feet)  SCALED    
 JJ0893  ___________________________________________________________________
 JJ0893  LAPLACE CORR-          -2.32  (seconds)                    DEFLEC99
 JJ0893  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 JJ0893
 JJ0893  HORZ ORDER  -  THIRD
 JJ0893
 JJ0893.The horizontal coordinates were established by classical geodetic methods
 JJ0893.and adjusted by the National Geodetic Survey in January 1993..
 JJ0893
 JJ0893.The orthometric height was scaled from a topographic map.
 JJ0893
 JJ0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0893
 JJ0893.The geoid height was determined by GEOID03.
 JJ0893
 JJ0893;                    North         East     Units Scale Factor Converg.
 JJ0893;SPC CO C     -   411,785.821 1,144,567.951   MT  0.99995282   +1 40 14.1
 JJ0893;SPC CO C     - 1,351,000.65  3,755,136.69   sFT  0.99995282   +1 40 14.1
 JJ0893;UTM  13      - 4,293,099.372   686,689.471   MT  1.00002920   +1 20 45.2
 JJ0893
 JJ0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0893!SPC CO C     -   0.99979621  x   0.99995282  =   0.99974904
 JJ0893!UTM  13      -   0.99979621  x   1.00002920  =   0.99982540
 JJ0893
 JJ0893|---------------------------------------------------------------------|
 JJ0893| PID    Reference Object                     Distance      Geod. Az  |
 JJ0893|                                                           dddmmss.s |
 JJ0893| CM8886 KIT RM 1                             16.614 METERS 01103     |
 JJ0893| JJ0895 KIT CARSON DENVER GRAIN ELEV        APPROX. 5.4 KM 0954835.2 |
 JJ0893| JJ0898 KIT CARSON RAILROAD WATER TANK      APPROX. 5.1 KM 0955646.1 |
 JJ0893| JJ0894 KIT CARSON COAL TIPPLE              APPROX. 5.0 KM 0961315.0 |
 JJ0893| JJ0897 KIT CARSON METAL GRAIN ELEV         APPROX. 4.5 KM 0964523.3 |
 JJ0893| CM8885 KIT AZ MK                                          1030915.0 |
 JJ0893| CM8887 KIT RM 2                             12.142 METERS 28057     |
 JJ0893| JJ0900 SORRENITO RR SIDING GRAIN ELEV      APPROX. 4.7 KM 2882045.8 |
 JJ0893|---------------------------------------------------------------------|
 JJ0893
 JJ0893                          SUPERSEDED SURVEY CONTROL
 JJ0893
 JJ0893  NAD 83(1986)-  38 46 00.73985(N)    102 51 04.21144(W) AD(       ) 3
 JJ0893  NAD 27      -  38 46 00.73525(N)    102 51 02.48236(W) AD(       ) 3
 JJ0893
 JJ0893.Superseded values are not recommended for survey control.
 JJ0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0893.See file dsdata.txt to determine how the superseded data were derived.
 JJ0893
 JJ0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC8668993099(NAD 83)
 JJ0893_MARKER: DS = TRIANGULATION STATION DISK
 JJ0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0893
 JJ0893  HISTORY     - Date     Condition        Report By
 JJ0893  HISTORY     - 1954     MONUMENTED       CGS
 JJ0893  HISTORY     - 1968     GOOD             CGS
 JJ0893  HISTORY     - 1971     GOOD             USE
 JJ0893  HISTORY     - 1976     GOOD             NGS
 JJ0893
 JJ0893                          STATION DESCRIPTION
 JJ0893
 JJ0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0893'THE STATION IS LOCATED ALONG THE NORTH SIDE OF U.S. HIGHWAY
 JJ0893'40 ON A LOW NORTH-SOUTH RIDGE.  IT IS ABOUT 3 MILES AIRLINE
 JJ0893'WEST OF KIT CARSON.
 JJ0893'
 JJ0893'TO REACH FROM THE U.S. POST OFFICE IN KIT CARSON, GO NORTH
 JJ0893'0.05 MILE TO U.S. HIGHWAY 40.  TURN LEFT ON U.S. HIGHWAY 40
 JJ0893'AND GO WEST 2.7 MILES TO THE AZIMUTH MARK ON THE SOUTH SIDE
 JJ0893'OF THE HIGHWAY.  CONTINUE WEST ON U.S. HIGHWAY 40 0.4 MILE
 JJ0893'TO THE TOP OF THE LOW RIDGE AND THE STATION ON THE NORTH
 JJ0893'SIDE OF THE HIGHWAY.
 JJ0893'
 JJ0893'THE STATION MARK IS A STANDARD DISK STAMPED KIT 1954, SET
 JJ0893'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 JJ0893'4 INCHES.  IT IS 92 FEET NORTH OF THE CENTER LINE OF THE
 JJ0893'HIGHWAY, 47.3 FEET NORTH OF A FENCE LINE, 43.6 FEET EAST OF
 JJ0893'A TRIANGULAR BLAZED TELEPHONE POLE, 8.3 FEET WEST OF A WITNESS
 JJ0893'POST, AND UNDER A TELEPHONE LINE.
 JJ0893'
 JJ0893'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KIT
 JJ0893'NO 1 1954, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 JJ0893'THAT PROJECTS 4 INCHES.  IT IS 78 FEET NORTHEAST OF THE
 JJ0893'TRIANGULAR BLAZED TELEPHONE POLE, 60 FEET NORTH-NORTHWEST
 JJ0893'OF THE WITNESS POST, AND AT THE SAME ELEVATION AS THE STATION.
 JJ0893'
 JJ0893'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KIT
 JJ0893'NO 2 1954, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 JJ0893'THAT PROJECTS 4 INCHES.  IT IS 4.8 FEET EAST OF THE TRIANGULAR
 JJ0893'BLAZED TELEPHONE POLE AND AT THE SAME ELEVATION AS THE STATION.
 JJ0893'
 JJ0893'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KIT 1954, SET
 JJ0893'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 JJ0893'4 INCHES.  IT IS LOCATED ON RIGHT-OF-WAY PROPERTY OF THE UNION
 JJ0893'PACIFIC RAILROAD, 7 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE
 JJ0893'AND 64 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 40.
 JJ0893
 JJ0893                          STATION RECOVERY (1968)
 JJ0893
 JJ0893'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 JJ0893'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2,
 JJ0893'AND THE AZIMUTH MARK WERE RECOVERED AS DESCRIBED AND FOUND
 JJ0893'IN GOOD CONDITION.  THE DESCRIPTION WAS FOUND ADEQUATE FOR
 JJ0893'RECOVERY.
 JJ0893'
 JJ0893'STATION MARK IS 20 FEET NORTH OF A FENCE AND 1 FOOT EAST OF
 JJ0893'A METAL WITNESS POST.
 JJ0893'
 JJ0893'THE AZIMUTH MARK IS COVERED WITH 1 FOOT OF SAND.  A METAL
 JJ0893'WITNESS POST WAS SET 1 FOOT WEST OF THE MARK.
 JJ0893'
 JJ0893'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3
 JJ0893'MILES WEST OF KIT CARSON.
 JJ0893
 JJ0893                          STATION RECOVERY (1971)
 JJ0893
 JJ0893'RECOVERY NOTE BY US ENGINEERS 1971 (M)
 JJ0893'STATION, RM 1, RM 2 AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 JJ0893'
 JJ0893'1954 ROUTE DESCRIPTION ADEQUATE.
 JJ0893
 JJ0893                          STATION RECOVERY (1976)
 JJ0893
 JJ0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (BHP)
 JJ0893'3-1/4 INCH BRASS CAP IN 9-1/2 INCH SQUARE CONCRETE BLOCK MON.
 JJ0893'U.S. COAST AND GEODETIC SURVEY KIT.
 JJ0893'
 JJ0893'ORIG. MON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0885 ***********************************************************************
 JJ0885  DESIGNATION -  KIT CARSON
 JJ0885  PID         -  JJ0885
 JJ0885  STATE/COUNTY-  CO/CHEYENNE
 JJ0885  USGS QUAD   -  LEWIS LAKE (1982)
 JJ0885
 JJ0885                         *CURRENT SURVEY CONTROL
 JJ0885  ___________________________________________________________________
 JJ0885* NAD 83(1992)-  38 42 07.35990(N)    102 51 36.78273(W)     ADJUSTED  
 JJ0885* NAVD 88     -      1346.26   (+/-2cm)    4416.9    (feet)  VERTCON   
 JJ0885  ___________________________________________________________________
 JJ0885  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 JJ0885  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 JJ0885
 JJ0885  HORZ ORDER  -  FIRST
 JJ0885  VERT ORDER  -  THIRD ? (See Below)
 JJ0885
 JJ0885.The horizontal coordinates were established by classical geodetic methods
 JJ0885.and adjusted by the National Geodetic Survey in January 1993..
 JJ0885
 JJ0885.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0885.The vertical order pertains to the NGVD 29 superseded value.
 JJ0885
 JJ0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0885
 JJ0885.The geoid height was determined by GEOID03.
 JJ0885
 JJ0885;                    North         East     Units Scale Factor Converg.
 JJ0885;SPC CO C     -   404,569.639 1,143,991.171   MT  0.99996001   +1 39 53.6
 JJ0885;SPC CO C     - 1,327,325.56  3,753,244.37   sFT  0.99996001   +1 39 53.6
 JJ0885;SPC CO S     -   533,953.204 1,144,015.903   MT  1.00006010   +1 37 09.1
 JJ0885;SPC CO S     - 1,751,811.47  3,753,325.51   sFT  1.00006010   +1 37 09.1
 JJ0885;UTM  13      - 4,285,886.069   686,071.645   MT  1.00002637   +1 20 18.0
 JJ0885
 JJ0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0885!SPC CO C     -   0.99979234  x   0.99996001  =   0.99975236
 JJ0885!SPC CO S     -   0.99979234  x   1.00006010  =   0.99985242
 JJ0885!UTM  13      -   0.99979234  x   1.00002637  =   0.99981870
 JJ0885
 JJ0885:                Primary Azimuth Mark                     Grid Az
 JJ0885:SPC CO C     -  KIT CARSON DENVER GRAIN ELEV             040 58 38.9
 JJ0885:SPC CO S     -  KIT CARSON DENVER GRAIN ELEV             041 01 23.4
 JJ0885:UTM  13      -  KIT CARSON DENVER GRAIN ELEV             041 18 14.5
 JJ0885
 JJ0885|---------------------------------------------------------------------|
 JJ0885| PID    Reference Object                     Distance      Geod. Az  |
 JJ0885|                                                           dddmmss.s |
 JJ0885| JJ0895 KIT CARSON DENVER GRAIN ELEV        APPROX. 9.0 KM 0423832.5 |
 JJ0885| CM8888 KIT CARSON RM 2                      20.455 METERS 04413     |
 JJ0885| CM8889 KIT CARSON RM 3                      16.638 METERS 29933     |
 JJ0885| CM9302 T15S R49W SECS 26 27 34 35                         3020546.5 |
 JJ0885|---------------------------------------------------------------------|
 JJ0885
 JJ0885                          SUPERSEDED SURVEY CONTROL
 JJ0885
 JJ0885  NAD 83(1986)-  38 42 07.35673(N)    102 51 36.77874(W) AD(       ) 1
 JJ0885  NAD 27      -  38 42 07.34984(N)    102 51 35.05193(W) AD(       ) 1
 JJ0885  NGVD 29 (07/19/86) 1345.67   (m)         4414.9    (f) LEVELING    3  
 JJ0885
 JJ0885.Superseded values are not recommended for survey control.
 JJ0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0885.See file dsdata.txt to determine how the superseded data were derived.
 JJ0885
 JJ0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC8607285886(NAD 83)
 JJ0885_MARKER: DD = SURVEY DISK
 JJ0885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0885
 JJ0885  HISTORY     - Date     Condition        Report By
 JJ0885  HISTORY     - 1882     MONUMENTED       CGS
 JJ0885  HISTORY     - 1922     GOOD             CGS
 JJ0885  HISTORY     - 1934     GOOD             CGS
 JJ0885  HISTORY     - 1954     GOOD             CGS
 JJ0885  HISTORY     - 1971     GOOD             LOCENG
 JJ0885  HISTORY     - 1975     GOOD             NGS
 JJ0885
 JJ0885                          STATION DESCRIPTION
 JJ0885
 JJ0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 JJ0885'ABOUT 5 MILES SW OF KIT CARSON, A TOWN ON THE UNION PACIFIC
 JJ0885'RAILROAD, IN SE 1/4 NW 1/4 SEC. 35, T. 15 S., R. 49 W., ON TOP
 JJ0885'OF THE HIGHEST SAND DUNE IN THE VICINITY, W OF THE PUEBLO
 JJ0885'TRAIL AT A POINT ABOUT 1 MILE SW OF WHERE THE TRAIL CROSSES
 JJ0885'THE OLD ABANDONED ROADBED OF THE ARKANSAS VALLEY RAILROAD.
 JJ0885'THE UNDERGROUND MARK IS A CROSS ON A LEAD BOLT IN A ROCK 28
 JJ0885'INCHES BELOW THE SURFACE.  SURFACE MARK, A COPPER DISK SET,
 JJ0885'IS 4 INCHES BELOW THE SURFACE.
 JJ0885'
 JJ0885'THE REFERENCE MARK, A GENERAL LAND OFFICE MARK, AN IRON
 JJ0885'PIPE WITH A STANDARD BRONZE CAP MARKING THE NW CORNER OF SECTION
 JJ0885'35, DISTANT 777.61 METERS (2,551.2 FEET) N. 74 DEG W. (MAGNETIC)
 JJ0885'FROM THE STATION.
 JJ0885
 JJ0885                          STATION RECOVERY (1934)
 JJ0885
 JJ0885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (WRP)
 JJ0885'THIS STATION WAS NOT OCCUPIED BY AN OBSERVING PARTY, BUT WAS
 JJ0885'OCCUPIED BY A LIGHTKEEPER.
 JJ0885'
 JJ0885'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 JJ0885'
 JJ0885'A 20-FOOT LIGHT STAND WAS USED TO CLEAR ALL LINES.
 JJ0885'
 JJ0885'THE STATION MAY BE REACHED FROM THE UNION PACIFIC RAILROAD DEPOT
 JJ0885'IN KIT CARSON BY DRIVING E ABOUT 200 YARDS ACROSS THE RAILROAD
 JJ0885'TRACKS AND THEN FOLLOWING STATE HIGHWAY 59 S FOR 5.1 MILES.
 JJ0885'AT GRADED T-INTERSECTION ON TOWNSHIP LINE, WHERE STATE HIGHWAY
 JJ0885'59 JOGS E, LEAVE STATE HIGHWAY 59 AND TURN RIGHT, OR W, ON
 JJ0885'TOWNSHIPLINE ROAD AND GO 3.6 MILES.  PASS TWO WINDMILLS IN
 JJ0885'PASTURE ON S SIDE OF ROAD AND CONTINUE W FOR 0.2 MILE.  AT THE E
 JJ0885'SIDE OF RANCH BUILDINGS ON S SIDE OF ROAD (OCCUPIED BY
 JJ0885'H.C.  HERMAN), LEAVE ROAD AND TURN N THROUGH A WIRE GATE
 JJ0885'AND DRIVE NNE ACROSS PASTURE LAND 0.8 MILE TO HIGHEST SAND
 JJ0885'HILL AND STATION.
 JJ0885
 JJ0885                          STATION RECOVERY (1954)
 JJ0885
 JJ0885'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0885'STATION MARK RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 JJ0885'TWO REFERENCE MARKS WERE ESTABLISHED AND DESCRIBED BELOW.  A
 JJ0885'COMPLETE DESCRIPTION FOLLOWS.
 JJ0885'
 JJ0885'STATION IS LOCATED, AIRLINE, ABOUT 5 MILES SOUTHWEST OF KIT
 JJ0885'CARSON, 11 MILES SOUTHEAST OF WILD HORSE AND ON THE HIGHEST
 JJ0885'POINT OF A PROMINENT SAND DUNE THAT IS COVERED WITH SAGE
 JJ0885'BRUSH.  THIS POINT IS LOCALLY KNOWN AS TRIPOD HILL.
 JJ0885'
 JJ0885'STATION MARK, STAMPED KIT CARSON 1882, IS A STANDARD DISK
 JJ0885'SET IN THE TOP OF A 15 INCH SQUARE CONCRETE POST THAT IS
 JJ0885'FLUSH WITH THE GROUND.
 JJ0885'
 JJ0885'REFERENCE MARK NUMBER 2, STAMPED KIT CARSON NO 2 1882, IS
 JJ0885'A STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 JJ0885'POST THAT PROJECTS 3 INCHES AND IS ABOUT 3 FEET LOWER THAN
 JJ0885'THE STATION.  IT IS NEAR THE NORTHEAST EDGE OF THE HILL.
 JJ0885'
 JJ0885'REFERENCE MARK 3, STAMPED KIT CARSON NO 3 1882, IS A STANDARD
 JJ0885'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 JJ0885'PROJECTS 2 INCHES AND IS ABOUT 1 FOOT LOWER THAN THE STATION.
 JJ0885'IT IS ABOUT 15 FEET EAST OF THE WESTERN EDGE OF THE HILL.
 JJ0885'
 JJ0885'US GLO MARK, USED FOR THE AZIMUTH MARK, IS A BRASS CAP RIVETED
 JJ0885'ON TOP OF A 2 INCH IRON PIPE THAT PROJECTS 14 INCHES AND
 JJ0885'LEANS SLIGHTLY TO THE NORTHEAST.  IT IS STAMPED T 15 S, R 49 W,
 JJ0885'S 27, S 26, S 34, S 35, 1908.  IT IS 21.0 FEET EAST OF A
 JJ0885'GATE POST IN A NORTH-SOUTH FENCE, 27.0 FEET NORTHWEST OF THE
 JJ0885'NORTH GATE POST IN AN EAST-WEST FENCE AND 30.0 FEET NORTHEAST
 JJ0885'OF A FENCE CORNER POST.
 JJ0885'
 JJ0885'STATION IS REACHED AS FOLLOWS--FROM THE INTERSECTION OF U.S.
 JJ0885'HIGHWAYS 287 AND 40 IN THE EAST PART OF KIT CARSON, GO SOUTH
 JJ0885'ON U.S. HIGHWAY 287 FOR 3.1 MILES.  TURN RIGHT, WEST, AND
 JJ0885'GO 3.9 MILES TO AN INTERSECTION WHERE A GRADED ROAD LEADS
 JJ0885'NORTH.  HERE TURN LEFT, SOUTH, AND FOLLOW A TRACK ROAD FOR
 JJ0885'1.0 MILE TO A FENCE INTERSECTION AND THE US GLO MARK WHICH
 JJ0885'IS USED FOR THE AZIMUTH MARK.  TURN LEFT, THROUGH A NARROW
 JJ0885'GATE AND GO CROSS COUNTRY, SOUTHEAST, FOR 0.6 MILE TO THE
 JJ0885'HIGHEST POINT OF THE HILL AND THE STATION.
 JJ0885
 JJ0885                          STATION RECOVERY (1971)
 JJ0885
 JJ0885'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (JC)
 JJ0885'RECOVERED BY M.J. HARDEN AND ASSOC.
 JJ0885'
 JJ0885'KIT CARSON 1882-EXCELLENT
 JJ0885'
 JJ0885'KIT CARSON NO. 2 1882-EXCELLENT
 JJ0885'
 JJ0885'KIT CARSON NO. 3 1882-EXCELLENT
 JJ0885'
 JJ0885'CORRECTION--INSTEAD OF 3.9 MILES WEST TO AN INTERSECTION
 JJ0885'IT IS 5.0 MILES.  THIS 5.0 MILES IS FROM THE NEW 287 ADDITION.
 JJ0885
 JJ0885                          STATION RECOVERY (1975)
 JJ0885
 JJ0885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JJ0885'STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  THIS WAS
 JJ0885'A VISUAL RECOVERY ONLY.  STATION USED FOR TIE AT STATION GAS 1954.
 JJ0885'THE ROUTE TO STATION CHANGED SOME.  A NEW DESCRIPTION OF HOW TO
 JJ0885'REACH THE STATION FOLLOWS.
 JJ0885'
 JJ0885'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 287 AND 40
 JJ0885'WHICH IS AT THE SOUTH EDGE OF KIT CARSON.  GO SOUTH ON HIGHWAY 287
 JJ0885'FOR 3.1 MILES TO A GRAVELED ROAD RIGHT.  TURN RIGHT AND GO WEST
 JJ0885'ON THE GRAVELED ROAD FOR 4.9 MILES TO A ROAD ON RIGHT AND A WIRE
 JJ0885'GATE ON THE LEFT.  TURN 1 LEFT, PASS THROUGH THE GATE AND GO SOUTH
 JJ0885'ON A TRACK ROAD FOR 1 MILE TO A GATE AND US GLO MARK (AZIMUTH
 JJ0885'MARK) ON THE RIGHT.  BEAR LEFT AND CONTINUE ON TRACK ROAD FOR
 JJ0885'0.6 MILE.  TURN LEFT AND GO NORTHERLY, CROSS COUNTRY AND UPHILL TO
 JJ0885'THE HIGHEST POINT OF RIDGE AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0895 ***********************************************************************
 JJ0895  DESIGNATION -  KIT CARSON DENVER GRAIN ELEV
 JJ0895  PID         -  JJ0895
 JJ0895  STATE/COUNTY-  CO/CHEYENNE
 JJ0895  USGS QUAD   -  KIT CARSON (1982)
 JJ0895
 JJ0895                         *CURRENT SURVEY CONTROL
 JJ0895  ___________________________________________________________________
 JJ0895* NAD 83(1992)-  38 45 43.06069(N)    102 47 22.98472(W)     ADJUSTED  
 JJ0895* NAVD 88     -                                                        
 JJ0895  ___________________________________________________________________
 JJ0895  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 JJ0895  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 JJ0895
 JJ0895  HORZ ORDER  -  THIRD
 JJ0895
 JJ0895.The horizontal coordinates were established by classical geodetic methods
 JJ0895.and adjusted by the National Geodetic Survey in January 1993..
 JJ0895
 JJ0895
 JJ0895.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0895
 JJ0895.The geoid height was determined by GEOID03.
 JJ0895
 JJ0895;                    North         East     Units Scale Factor Converg.
 JJ0895;SPC CO C     -   411,398.333 1,149,922.514   MT  0.99995332   +1 42 33.6
 JJ0895;SPC CO C     - 1,349,729.36  3,772,704.11   sFT  0.99995332   +1 42 33.6
 JJ0895;UTM  13      - 4,292,681.490   692,042.225   MT  1.00005417   +1 23 03.3
 JJ0895
 JJ0895                          SUPERSEDED SURVEY CONTROL
 JJ0895
 JJ0895  NAD 83(1986)-  38 45 43.05758(N)    102 47 22.98022(W) AD(       ) 4
 JJ0895  NAD 27      -  38 45 43.05099(N)    102 47 21.25124(W) AD(       ) 3
 JJ0895
 JJ0895.Superseded values are not recommended for survey control.
 JJ0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0895.See file dsdata.txt to determine how the superseded data were derived.
 JJ0895
 JJ0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC9204292681(NAD 83)
 JJ0895_MARKER: 65 = GRAIN ELEVATOR
 JJ0895
 JJ0895  HISTORY     - Date     Condition        Report By
 JJ0895  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0895  HISTORY     - 1968     GOOD             CGS
 JJ0895
 JJ0895                          STATION DESCRIPTION
 JJ0895
 JJ0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0895'THE STATION IS LOCATED IN THE SOUTHEAST PART OF THE VILLAGE
 JJ0895'OF KIT CARSON, ON THE NORTH SIDE OF THE RAILROAD TRACKS.
 JJ0895'
 JJ0895'THE ELEVATOR IS A LARGE CONCRETE STRUCTURE ABOUT 90 FEET
 JJ0895'HIGH WITH A 30-FOOT HEADHOUSE ON TOP.  THE TOP OF THE HEADHOUSE
 JJ0895'WAS INTERSECTED.
 JJ0895
 JJ0895                          STATION RECOVERY (1968)
 JJ0895
 JJ0895'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 JJ0895'THE STATION WAS RECOVERED AS DESCRIBED.  THE NAME WAS SHORTENED
 JJ0895'TO COMPLY WITH THE MEMORANDUM ON INTERSECTION STATIONS.
 JJ0895'
 JJ0895'IT WAS LISTED AS KIT CARSON, THE DENVER ELEVATORS, GRAIN
 JJ0895'ELEVATOR IN THE 1954 DATA.
 JJ0895'
 JJ0895'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 JJ0895'IN KIT CARSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0897 ***********************************************************************
 JJ0897  DESIGNATION -  KIT CARSON METAL GRAIN ELEV
 JJ0897  PID         -  JJ0897
 JJ0897  STATE/COUNTY-  CO/CHEYENNE
 JJ0897  USGS QUAD   -  KIT CARSON (1982)
 JJ0897
 JJ0897                         *CURRENT SURVEY CONTROL
 JJ0897  ___________________________________________________________________
 JJ0897* NAD 83(1992)-  38 45 43.46834(N)    102 47 58.42372(W)     ADJUSTED  
 JJ0897* NAVD 88     -                                                        
 JJ0897  ___________________________________________________________________
 JJ0897  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 JJ0897  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 JJ0897
 JJ0897  HORZ ORDER  -  THIRD
 JJ0897
 JJ0897.The horizontal coordinates were established by classical geodetic methods
 JJ0897.and adjusted by the National Geodetic Survey in January 1993..
 JJ0897
 JJ0897
 JJ0897.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0897
 JJ0897.The geoid height was determined by GEOID03.
 JJ0897
 JJ0897;                    North         East     Units Scale Factor Converg.
 JJ0897;SPC CO C     -   411,385.423 1,149,066.945   MT  0.99995331   +1 42 11.3
 JJ0897;SPC CO C     - 1,349,687.01  3,769,897.14   sFT  0.99995331   +1 42 11.3
 JJ0897;UTM  13      - 4,292,673.433   691,186.512   MT  1.00005013   +1 22 41.1
 JJ0897
 JJ0897                          SUPERSEDED SURVEY CONTROL
 JJ0897
 JJ0897  NAD 83(1986)-  38 45 43.46525(N)    102 47 58.41930(W) AD(       ) 4
 JJ0897  NAD 27      -  38 45 43.45810(N)    102 47 56.70581(W) AD(       ) 3
 JJ0897
 JJ0897.Superseded values are not recommended for survey control.
 JJ0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0897.See file dsdata.txt to determine how the superseded data were derived.
 JJ0897
 JJ0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC9118792673(NAD 83)
 JJ0897_MARKER: 65 = GRAIN ELEVATOR
 JJ0897
 JJ0897  HISTORY     - Date     Condition        Report By
 JJ0897  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0897
 JJ0897                          STATION DESCRIPTION
 JJ0897
 JJ0897'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0898 ***********************************************************************
 JJ0898  DESIGNATION -  KIT CARSON RAILROAD WATER TANK
 JJ0898  PID         -  JJ0898
 JJ0898  STATE/COUNTY-  CO/CHEYENNE
 JJ0898  USGS QUAD   -  KIT CARSON (1982)
 JJ0898
 JJ0898                         *CURRENT SURVEY CONTROL
 JJ0898  ___________________________________________________________________
 JJ0898* NAD 83(1992)-  38 45 43.60731(N)    102 47 34.72252(W)     ADJUSTED  
 JJ0898* NAVD 88     -                                                        
 JJ0898  ___________________________________________________________________
 JJ0898  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 JJ0898  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 JJ0898
 JJ0898  HORZ ORDER  -  THIRD
 JJ0898
 JJ0898.The horizontal coordinates were established by classical geodetic methods
 JJ0898.and adjusted by the National Geodetic Survey in January 1993..
 JJ0898
 JJ0898
 JJ0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0898
 JJ0898.The geoid height was determined by GEOID03.
 JJ0898
 JJ0898;                    North         East     Units Scale Factor Converg.
 JJ0898;SPC CO C     -   411,406.733 1,149,638.762   MT  0.99995330   +1 42 26.2
 JJ0898;SPC CO C     - 1,349,756.92  3,771,773.17   sFT  0.99995330   +1 42 26.2
 JJ0898;UTM  13      - 4,292,691.501   691,758.497   MT  1.00005283   +1 22 56.0
 JJ0898
 JJ0898                          SUPERSEDED SURVEY CONTROL
 JJ0898
 JJ0898  NAD 83(1986)-  38 45 43.60419(N)    102 47 34.71810(W) AD(       ) 4
 JJ0898  NAD 27      -  38 45 43.59750(N)    102 47 32.99575(W) AD(       ) 3
 JJ0898
 JJ0898.Superseded values are not recommended for survey control.
 JJ0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0898.See file dsdata.txt to determine how the superseded data were derived.
 JJ0898
 JJ0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC9175892692(NAD 83)
 JJ0898_MARKER: 51 = TANK
 JJ0898
 JJ0898  HISTORY     - Date     Condition        Report By
 JJ0898  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0898
 JJ0898                          STATION DESCRIPTION
 JJ0898
 JJ0898'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0271 ***********************************************************************
 LL0271  DESIGNATION -  KK 169
 LL0271  PID         -  LL0271
 LL0271  STATE/COUNTY-  CO/WELD
 LL0271  USGS QUAD   -  WINDSOR (1969)
 LL0271
 LL0271                         *CURRENT SURVEY CONTROL
 LL0271  ___________________________________________________________________
 LL0271* NAD 83(1986)-  40 27 40.     (N)    104 53 20.     (W)     SCALED    
 LL0271* NAVD 88     -      1453.187  (meters)    4767.66   (feet)  ADJUSTED  
 LL0271  ___________________________________________________________________
 LL0271  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 LL0271  DYNAMIC HT  -        1451.944 (meters)    4763.59  (feet)  COMP
 LL0271  MODELED GRAV-     979,719.8   (mgal)                       NAVD 88
 LL0271
 LL0271  VERT ORDER  -  SECOND    CLASS 0
 LL0271
 LL0271.The horizontal coordinates were scaled from a topographic map and have
 LL0271.an estimated accuracy of +/- 6 seconds.
 LL0271
 LL0271.The orthometric height was determined by differential leveling
 LL0271.and adjusted by the National Geodetic Survey in June 1991..
 LL0271
 LL0271.The geoid height was determined by GEOID03.
 LL0271
 LL0271.The dynamic height is computed by dividing the NAVD 88
 LL0271.geopotential number by the normal gravity value computed on the
 LL0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0271.degrees latitude (g = 980.6199 gals.).
 LL0271
 LL0271.The modeled gravity was interpolated from observed gravity values.
 LL0271
 LL0271;                    North         East    Units  Estimated Accuracy
 LL0271;SPC CO N     -   430,200.      966,230.      MT  (+/- 180 meters Scaled)
 LL0271
 LL0271                          SUPERSEDED SURVEY CONTROL
 LL0271
 LL0271  NGVD 29 (??/??/92) 1452.257  (m)         4764.61   (f) ADJ UNCH    2 0
 LL0271
 LL0271.Superseded values are not recommended for survey control.
 LL0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0271.See file dsdata.txt to determine how the superseded data were derived.
 LL0271
 LL0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE094789(NAD 83)
 LL0271_MARKER: DB = BENCH MARK DISK
 LL0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0271_STAMPING: KK 169 1960
 LL0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0271+STABILITY: SURFACE MOTION
 LL0271
 LL0271  HISTORY     - Date     Condition        Report By
 LL0271  HISTORY     - 1960     MONUMENTED       CGS
 LL0271
 LL0271                          STATION DESCRIPTION
 LL0271
 LL0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LL0271'1.5 MI SE FROM WINDSOR.
 LL0271'0.8 MILE EAST ALONG STATE HIGHWAY 392 FROM THE POST OFFICE AT
 LL0271'WINDSOR, COLORADO, THENCE 1.2 MILES SOUTH ON STATE HIGHWAY 257, 41
 LL0271'FEET WEST OF CENTER OF HIGHWAY , 25 FEET NORTHEAST OF WOODEN
 LL0271'RAILROAD BRIDGE OVER AN IRRIGATION CANAL, 27 FEET EAST OF RAILROAD
 LL0271'TRACKS, SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5538 ***********************************************************************
 DF5538  DESIGNATION -  KK 451
 DF5538  PID         -  DF5538
 DF5538  STATE/COUNTY-  CO/SUMMIT
 DF5538  USGS QUAD   -  DILLON (1987)
 DF5538
 DF5538                         *CURRENT SURVEY CONTROL
 DF5538  ___________________________________________________________________
 DF5538* NAD 83(1986)-  39 38 28.     (N)    106 04 39.     (W)     SCALED    
 DF5538* NAVD 88     -      2656.836  (meters)    8716.64   (feet)  ADJUSTED  
 DF5538  ___________________________________________________________________
 DF5538  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 DF5538  DYNAMIC HT  -        2653.579 (meters)    8705.95  (feet)  COMP
 DF5538  MODELED GRAV-     979,305.3   (mgal)                       NAVD 88
 DF5538
 DF5538  VERT ORDER  -  FIRST     CLASS II
 DF5538
 DF5538.The horizontal coordinates were scaled from a topographic map and have
 DF5538.an estimated accuracy of +/- 6 seconds.
 DF5538
 DF5538.The orthometric height was determined by differential leveling
 DF5538.and adjusted by the National Geodetic Survey in November 2003..
 DF5538
 DF5538.The geoid height was determined by GEOID03.
 DF5538
 DF5538.The dynamic height is computed by dividing the NAVD 88
 DF5538.geopotential number by the normal gravity value computed on the
 DF5538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5538.degrees latitude (g = 980.6199 gals.).
 DF5538
 DF5538.The modeled gravity was interpolated from observed gravity values.
 DF5538
 DF5538;                    North         East    Units  Estimated Accuracy
 DF5538;SPC CO C     -   505,640.      864,830.      MT  (+/- 180 meters Scaled)
 DF5538
 DF5538                          SUPERSEDED SURVEY CONTROL
 DF5538
 DF5538.No superseded survey control is available for this station.
 DF5538
 DF5538_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD075884(NAD 83)
 DF5538_MARKER: DV = VERTICAL CONTROL DISK
 DF5538_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DF5538+WITH SETTING: PAVEMENT
 DF5538_SP_SET: SIGN BASE
 DF5538_STAMPING: KK 451 2001
 DF5538_MARK LOGO: NGS   
 DF5538_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5538+STABILITY: SURFACE MOTION
 DF5538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5538+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2001
 DF5538
 DF5538  HISTORY     - Date     Condition        Report By
 DF5538  HISTORY     - 20011023 MONUMENTED       NGS
 DF5538
 DF5538                          STATION DESCRIPTION
 DF5538
 DF5538'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5538'THE STATION IS LOCATED 3.95 MI WEST OF TENDERFOOT MOUNTAIN, 0.6 MI
 DF5538'SOUTH OF WHERE
 DF5538'WILLOW CREEK ENTERS THE BLUE RIVER AND IN THE TOWN OF SILVERTHORNE, IN
 DF5538'THE SOUTHWEST
 DF5538'1/4 OF SECTION 1, T 5 S, R 78 W, AT STATE HIGHWAY 9 MILEPOST 102.7.
 DF5538'OWNERSHIP--PRIVATE
 DF5538'PROPERTY.
 DF5538' 
 DF5538'TO REACH THE STATION FROM INTERSTATE 70 EXIT 205, SILVERTHORNE-DILLON
 DF5538'EXIT, GO NORTH ON
 DF5538'STATE HIGHWAY 9 FOR 1.1 MI TO THE INTERSECTION OF BLUE RIVER PARKWAY
 DF5538'AND TENTH STREET
 DF5538'IN SILVERTHORNE. TURN LEFT, INTO THE NORTHWEST CORNER OF THE
 DF5538'INTERSECTION AND THE
 DF5538'STATION IN THE BASE OF THE SIGN FOR MATTEO'S PUB.
 DF5538' 
 DF5538'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF A
 DF5538'CONCRETE SLAB WHICH IS
 DF5538'THE BASE OF A TWO POST SIGN. IT IS 24.0 M WEST FROM THE CENTER LINE OF
 DF5538'BLUE RIVER PARKWAY,
 DF5538'13.0 M NORTH FROM THE CENTER LINE OF TENTH STREET, 11.2 M WEST FROM A
 DF5538'SEWER COVER, 9.1 M
 DF5538'NORTHWEST FROM A MANHOLE COVER IN THE SIDEWALK FOR A CURB DRAIN, 0.5 M
 DF5538'NORTH FROM THE
 DF5538'EASTERN MOST IRON PIPE FOR THE SIGN, 0.25 M SOUTHWEST FROM THE
 DF5538'NORTHEAST CORNER OF
 DF5538'THE SLAB AND ABOUT 1 M ABOVE TENTH STREET.
 DF5538' 
 DF5538' 
 DF5538'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0297 ***********************************************************************
 JJ0297  DESIGNATION -  KK 56
 JJ0297  PID         -  JJ0297
 JJ0297  STATE/COUNTY-  CO/CHEYENNE
 JJ0297  USGS QUAD   -  KIT CARSON (1982)
 JJ0297
 JJ0297                         *CURRENT SURVEY CONTROL
 JJ0297  ___________________________________________________________________
 JJ0297* NAD 83(1986)-  38 51 03.     (N)    102 47 48.     (W)     SCALED    
 JJ0297* NAVD 88     -      1331.345  (meters)    4367.92   (feet)  ADJUSTED  
 JJ0297  ___________________________________________________________________
 JJ0297  GEOID HEIGHT-         -22.49  (meters)                     GEOID03
 JJ0297  DYNAMIC HT  -        1330.084 (meters)    4363.78  (feet)  COMP
 JJ0297  MODELED GRAV-     979,634.6   (mgal)                       NAVD 88
 JJ0297
 JJ0297  VERT ORDER  -  SECOND    CLASS 0
 JJ0297
 JJ0297.The horizontal coordinates were scaled from a topographic map and have
 JJ0297.an estimated accuracy of +/- 6 seconds.
 JJ0297
 JJ0297.The orthometric height was determined by differential leveling
 JJ0297.and adjusted by the National Geodetic Survey in June 1991..
 JJ0297
 JJ0297.The geoid height was determined by GEOID03.
 JJ0297
 JJ0297.The dynamic height is computed by dividing the NAVD 88
 JJ0297.geopotential number by the normal gravity value computed on the
 JJ0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0297.degrees latitude (g = 980.6199 gals.).
 JJ0297
 JJ0297.The modeled gravity was interpolated from observed gravity values.
 JJ0297
 JJ0297;                    North         East    Units  Estimated Accuracy
 JJ0297;SPC CO C     -   421,240.    1,149,030.      MT  (+/- 180 meters Scaled)
 JJ0297
 JJ0297                          SUPERSEDED SURVEY CONTROL
 JJ0297
 JJ0297  NGVD 29 (??/??/92) 1330.742  (m)         4365.94   (f) ADJ UNCH    2 0
 JJ0297
 JJ0297.Superseded values are not recommended for survey control.
 JJ0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0297.See file dsdata.txt to determine how the superseded data were derived.
 JJ0297
 JJ0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD912025(NAD 83)
 JJ0297_MARKER: DB = BENCH MARK DISK
 JJ0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0297_STAMPING: K 56 1935
 JJ0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0297+STABILITY: SURFACE MOTION
 JJ0297
 JJ0297  HISTORY     - Date     Condition        Report By
 JJ0297  HISTORY     - 1935     MONUMENTED       CGS
 JJ0297  HISTORY     - 1942     GOOD             NGS
 JJ0297  HISTORY     - 1975     MARK NOT FOUND   USGS
 JJ0297  HISTORY     - 19960124 MARK NOT FOUND   CODOT
 JJ0297
 JJ0297                          STATION DESCRIPTION
 JJ0297
 JJ0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JJ0297'6.3 MI N FROM KIT CARSON.
 JJ0297'6.3 MILES NORTH ALONG STATE HIGHWAY 59 FROM THE UNION PACIFIC
 JJ0297'RAILROAD STATION AT KIT CARSON, CHEYENNE COUNTY 200 YARDS NORTHEAST
 JJ0297'OF A RANCH HOUSE, 110 FEET EAST OF A SMALL WINDMILL, 52 FEET WEST
 JJ0297'OF THE CENTERLINE OF THE HIGHWAY, AT THE TOP OF A SMALL RIDGE, 26
 JJ0297'FEET WEST OF A POLE, 25 FEET WEST OF A FENCE CORNER, AND 1 FOOT
 JJ0297'NORTH OF THE FENCE.  A STANDARD DISK, STAMPED K 56 1935 AND SET IN
 JJ0297'THE TOP OF A CONCRETE POST.
 JJ0297
 JJ0297                          STATION RECOVERY (1975)
 JJ0297
 JJ0297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JJ0297'MARK NOT FOUND.
 JJ0297
 JJ0297                          STATION RECOVERY (1996)
 JJ0297
 JJ0297'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (JC)
 JJ0297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0790 ***********************************************************************
 JJ0790  DESIGNATION -  KLAMA
 JJ0790  PID         -  JJ0790
 JJ0790  STATE/COUNTY-  CO/PROWERS
 JJ0790  USGS QUAD   -  HOLLY NW (1973)
 JJ0790
 JJ0790                         *CURRENT SURVEY CONTROL
 JJ0790  ___________________________________________________________________
 JJ0790* NAD 83(1992)-  38 10 59.65362(N)    102 11 33.87207(W)     ADJUSTED  
 JJ0790* NAVD 88     -      1137.     (meters)    3730.     (feet)  SCALED    
 JJ0790  ___________________________________________________________________
 JJ0790  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 JJ0790  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 JJ0790
 JJ0790  HORZ ORDER  -  SECOND
 JJ0790
 JJ0790.The horizontal coordinates were established by classical geodetic methods
 JJ0790.and adjusted by the National Geodetic Survey in January 1993..
 JJ0790
 JJ0790.The orthometric height was scaled from a topographic map.
 JJ0790
 JJ0790.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0790
 JJ0790.The geoid height was determined by GEOID03.
 JJ0790
 JJ0790;                    North         East     Units Scale Factor Converg.
 JJ0790;SPC CO S     -   478,246.963 1,204,091.151   MT  0.99996391   +2 01 43.0
 JJ0790;SPC CO S     - 1,569,048.58  3,950,422.38   sFT  0.99996391   +2 01 43.0
 JJ0790;UTM  13      - 4,229,871.167   745,878.611   MT  1.00034463   +1 44 10.5
 JJ0790
 JJ0790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0790!SPC CO S     -   0.99982526  x   0.99996391  =   0.99978917
 JJ0790!UTM  13      -   0.99982526  x   1.00034463  =   1.00016983
 JJ0790
 JJ0790:                Primary Azimuth Mark                     Grid Az
 JJ0790:SPC CO S     -  KLAMA AZ MK                              001 20 06.5
 JJ0790:UTM  13      -  KLAMA AZ MK                              001 37 39.0
 JJ0790
 JJ0790|---------------------------------------------------------------------|
 JJ0790| PID    Reference Object                     Distance      Geod. Az  |
 JJ0790|                                                           dddmmss.s |
 JJ0790| CM8890 KLAMA AZ MK                                        0032149.5 |
 JJ0790| CM8891 KLAMA RM 1                           35.738 METERS 05155     |
 JJ0790| CM8892 KLAMA RM 2                           35.802 METERS 12835     |
 JJ0790|---------------------------------------------------------------------|
 JJ0790
 JJ0790                          SUPERSEDED SURVEY CONTROL
 JJ0790
 JJ0790  NAD 83(1986)-  38 10 59.65278(N)    102 11 33.86843(W) AD(       ) 2
 JJ0790  NAD 27      -  38 10 59.60191(N)    102 11 32.18925(W) AD(       ) 2
 JJ0790
 JJ0790.Superseded values are not recommended for survey control.
 JJ0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0790.See file dsdata.txt to determine how the superseded data were derived.
 JJ0790
 JJ0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC4587929871(NAD 83)
 JJ0790_MARKER: DS = TRIANGULATION STATION DISK
 JJ0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0790_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JJ0790
 JJ0790  HISTORY     - Date     Condition        Report By
 JJ0790  HISTORY     - 1954     MONUMENTED       CGS
 JJ0790  HISTORY     - 1971     GOOD             LOCENG
 JJ0790  HISTORY     - 1975     GOOD             NGS
 JJ0790
 JJ0790                          STATION DESCRIPTION
 JJ0790
 JJ0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0790'THE STATION IS LOCATED ON THE HIGHEST POINT IN A LARGE PASTURE
 JJ0790'THAT IS OWNED BY MR. KLAMA WHO LIVES 0.35 MILE NORTH OF THE
 JJ0790'STATION.  IT IS ABOUT 5 MILES AIRLINE NORTH-NORTHEAST OF HARTMAN,
 JJ0790'ABOUT 10 MILES AIRLINE NORTH-NORTHWEST OF HOLLY, AND ABOUT 8
 JJ0790'MILES AIRLINE EAST-NORTHEAST OF BRISTOL.
 JJ0790'
 JJ0790'THE STATION IS A STANDARD DISK STAMPED KLAMA 1954 AND SET IN
 JJ0790'THE TOP OF A CONCRETE MONUMENT THAT IS 10 INCHES IN DIAMETER AND
 JJ0790'IS 18 INCHES BELOW THE SURFACE.  IT IS 93 FEET WEST OF A WIRE
 JJ0790'FENCE AND A CULTIVATED FIELD.
 JJ0790'
 JJ0790'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KLAMA NO 1 1954
 JJ0790'AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JJ0790'THAT PROJECTS 4 INCHES.  IT IS 1 FOOT WEST OF THE FENCE AND
 JJ0790'ABOUT 2 FEET HIGHER THAN THE STATION.
 JJ0790'
 JJ0790'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KLAMA NO 2 1954
 JJ0790'AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 JJ0790'PROJECTS 6 INCHES.  IT IS 1 FOOT WEST OF THE FENCE, 5-1/2 FEET
 JJ0790'SOUTH OF A WITNESS POST, AND ABOUT 2 FEET HIGHER THAN THE STATION.
 JJ0790'
 JJ0790'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KLAMA 1954 AND SET
 JJ0790'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 JJ0790'2 INCHES.  IT IS 27 FEET SOUTH OF THE CENTER LINE OF A FARM ROAD,
 JJ0790'4 FEET SOUTH-SOUTHWEST OF THE SOUTH END OF A GATE, AND 1 FOOT
 JJ0790'WEST OF A WIRE FENCE.  TO REACH THE MARK FROM THE STATION GO
 JJ0790'NORTH ALONG THE WEST SIDE OF A FENCE FOR 0.3 MILE TO THE
 JJ0790'MARK ON THE RIGHT.
 JJ0790'
 JJ0790'TO REACH THE STATION FROM THE POST OFFICE IN HARTMAN GO SOUTH
 JJ0790'FOR 100 YARDS AND THEN TURN LEFT, EAST, AND GO 0.45 MILE TO THE
 JJ0790'RAILROAD TRACKS.  TURN LEFT, NORTH, CROSSING THE TRACKS, AND
 JJ0790'GO 3.9 MILES TO A WIRE GATE ON THE RIGHT.  TURN RIGHT, NORTHEAST,
 JJ0790'AND FOLLOW THE TRACK ROAD FOR 1.4 MILES TO A WINDMILL AND A WIRE
 JJ0790'FENCE.  TURN RIGHT, SOUTH, AND GO ALONG THE WEST SIDE OF THE
 JJ0790'FENCE FOR 0.35 MILE TO THE STATION ON THE RIGHT.
 JJ0790'
 JJ0790'HEIGHT OF LIGHT ABOVE STATION MARK 3 METERS.
 JJ0790
 JJ0790                          STATION RECOVERY (1971)
 JJ0790
 JJ0790'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 (ATL)
 JJ0790'RECOVERED BY M.J. HARDEN ASSOC. INC.
 JJ0790'
 JJ0790'KLAMA NO. 1 1954-GOOD
 JJ0790'
 JJ0790'KLAMA NO. 2 1954-GOOD
 JJ0790'
 JJ0790'SEARCHED FOR TRI-ANGULATION STA KLAMA-NOT FOUND
 JJ0790'
 JJ0790'DID NOT HAVE R.M. DISTANCES OR DESCRIPTION.
 JJ0790
 JJ0790                          STATION RECOVERY (1975)
 JJ0790
 JJ0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 JJ0790'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  STATION
 JJ0790'MARK IS STILL BENEATH THE GROUND SURFACE IN PASTURE LAND.
 JJ0790'
 JJ0790'STATION IS REACHED FROM THE POST OFFICE IN HARTMAN.  GO SOUTH ON
 JJ0790'THE MAIN STREET FOR 0.1 MILE.  TURN LEFT AND GO EAST ON A STREET
 JJ0790'(NO NAME) FOR 0.45 MILE TO A GRADED ROAD LEFT JUST AFTER CROSSING
 JJ0790'AN OLD RAILROAD BED.  TURN LEFT AND GO NORTH ON THE GRADED ROAD
 JJ0790'FOR 3.85 MILES TO A WIRE GATE ON THE RIGHT.  TURN RIGHT AND GO
 JJ0790'EAST-NORTHEAST ON A TRACK ROAD FOR 1.45 MILES TO A WINDMILL
 JJ0790'ON THE LEFT, A GATE ABOUT 50 FEET EAST OF THIS POINT AND THE
 JJ0790'AZIMUTH MARK ABOUT 30 FEET SOUTH OF THE CENTER OF THE GATE IN A
 JJ0790'NORTH-SOUTH FENCELINE.  TURN RIGHT AND GO SOUTH, ALONG THE
 JJ0790'WEST SIDE OF THE FENCELINE FOR 0.35 MILE TO A METAL WITNESS
 JJ0790'POST IN THE FENCELINE.  STATION IS 93.0 FEET WEST OF THE WITNESS
 JJ0790'POST.
 JJ0790'
 JJ0790'STATION MARK DISK IS STAMPED KLAMA 1954, SET IN THE TOP OF A ROUND
 JJ0790'CONCRETE MONUMENT ABOUT 10 INCHES BELOW THE GROUND SURFACE.  MARK IS
 JJ0790'93.0 FEET WEST OF A METAL WITNESS POST AND NORTH-SOUTH FENCELINE.
 JJ0790'
 JJ0790'REFERENCE MARK DISK IS STAMPED KLAMA NO 1 1954, SET IN THE TOP OF
 JJ0790'A SQUARE CONCRETE MONUMENT PROJECTING 5 INCHES.  MARK IS 67.8 FEET
 JJ0790'NORTH OF THE METAL WITNESS POST AND 1.8 FEET WEST OF THE
 JJ0790'NORTH-SOUTH FENCELINE.
 JJ0790'
 JJ0790'REFERENCE MARK DISK IS STAMPED KLAMA NO 2 1954, SET IN THE TOP OF
 JJ0790'A SQUARE CONCRETE MONUMENT PROJECTING 3 INCHES.  MARK IS 77.8 FEET
 JJ0790'SOUTH OF THE METAL WITNESS POST, 4.7 FEET SOUTH OF A 4 FOOT X 4
 JJ0790'FOOT WOOD WITNESS POST AND 2.0 FEET WEST OF THE NORTH-SOUTH
 JJ0790'FENCELINE.
 JJ0790'
 JJ0790'AZIMUTH MARK DISK IS STAMPED KLAMA 1954, SET IN THE TOP OF A SQUARE
 JJ0790'CONCRETE MONUMENT PROJECTING 6 INCHES.  MARK IS 30 FEET SOUTH OF
 JJ0790'A LANE ROAD AND GATE WHICH LEADS TO A RANCH HOUSE, 12 FEET SOUTH OF
 JJ0790'THE SOUTH LARGE GATE POST AND 1.0 FEET WEST OF A LARGE FENCECORNER
 JJ0790'POST.
 JJ0790'
 JJ0790'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES
 JJ0790'NORTH-NORTHEAST OF HARTMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0771 ***********************************************************************
 KL0771  DESIGNATION -  KLECKNER
 KL0771  PID         -  KL0771
 KL0771  STATE/COUNTY-  CO/EAGLE
 KL0771  USGS QUAD   -  FULFORD (1987)
 KL0771
 KL0771                         *CURRENT SURVEY CONTROL
 KL0771  ___________________________________________________________________
 KL0771* NAD 83(1992)-  39 35 15.69742(N)    106 43 59.32263(W)     ADJUSTED  
 KL0771* NAVD 88     -      2635.9    (meters)    8648.     (feet)  VERTCON   
 KL0771  ___________________________________________________________________
 KL0771  LAPLACE CORR-           8.59  (seconds)                    DEFLEC99
 KL0771  GEOID HEIGHT-         -13.31  (meters)                     GEOID03
 KL0771
 KL0771  HORZ ORDER  -  THIRD
 KL0771
 KL0771.The horizontal coordinates were established by classical geodetic methods
 KL0771.and adjusted by the National Geodetic Survey in January 1993..
 KL0771
 KL0771.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0771
 KL0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0771
 KL0771.The geoid height was determined by GEOID03.
 KL0771
 KL0771;                    North         East     Units Scale Factor Converg.
 KL0771;SPC CO C     -   500,270.616   808,474.436   MT  0.99997192   -0 46 39.8
 KL0771;SPC CO C     - 1,641,304.51  2,652,469.88   sFT  0.99997192   -0 46 39.8
 KL0771;UTM  13      - 4,383,431.597   351,169.006   MT  0.99987272   -1 06 16.8
 KL0771
 KL0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0771!SPC CO C     -   0.99958873  x   0.99997192  =   0.99956066
 KL0771!UTM  13      -   0.99958873  x   0.99987272  =   0.99946150
 KL0771
 KL0771                          SUPERSEDED SURVEY CONTROL
 KL0771
 KL0771  NAD 83(1986)-  39 35 15.68869(N)    106 43 59.31487(W) AD(       ) 3
 KL0771  NGVD 29 (10/17/91) 2634.4    (m)         8643.     (f) VERT ANG       
 KL0771
 KL0771.Superseded values are not recommended for survey control.
 KL0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0771.See file dsdata.txt to determine how the superseded data were derived.
 KL0771
 KL0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD5116983432(NAD 83)
 KL0771_MARKER: DD = SURVEY DISK
 KL0771_SETTING: 66 = SET IN ROCK OUTCROP
 KL0771_SP_SET: SET IN ROCK OUTCROP
 KL0771_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0771+STABILITY: POSITION/ELEVATION WELL
 KL0771
 KL0771  HISTORY     - Date     Condition        Report By
 KL0771  HISTORY     - 1961     MONUMENTED       USGS
 KL0771
 KL0771                          STATION DESCRIPTION
 KL0771
 KL0771'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 KL0771'STATION LOCATED 5.0 MI. S. AND 6.0 MI. E. OF EAGLE, COLORADO, IN
 KL0771'CENTER OF SEC. 30, T 5 S, R 83 W, ON TOP OF HORSE MOUNTAIN.
 KL0771'
 KL0771'TO REACH FROM COURTHOUSE IN EAGLE, GO 6.4 MI. SE. ALONG COUNTY RD.
 KL0771'307 TO RD. JUNCTION.  TAKE DIRT RD. (E.) STRAIGHT AND DRIVE 1.6 MI.
 KL0771'TO RD. JUNCTION LEFT.  TAKE LEFT, DRIVE 1.0 MI. UP HILL TO SWITCHBACK
 KL0771'AND JUNCTION, TURN LEFT, DRIVE 0.3 MI. TO SWITCHBACK AND JUNCTION,
 KL0771'TURN LEFT 0.5 MI. TO TOP OF HILL AND END OF TRUCK TRAVEL.  PACK E. TO
 KL0771'TOP OF HILL AND STATION ON ROCK OUTCROP, 5-MINUTE PACK.
 KL0771'
 KL0771'STATION MARK--STANDARD TABLET SET IN ROCK OUTCROP, WHICH PROJECTS 2.5
 KL0771'FT. ABOVE GROUND AT HIGHEST POINT OF HILL, STAMPED---KLECKNER
 KL0771'1961---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0289 ***********************************************************************
 HJ0289  DESIGNATION -  KLINE
 HJ0289  PID         -  HJ0289
 HJ0289  STATE/COUNTY-  CO/BACA
 HJ0289  USGS QUAD   -  LYCAN (1971)
 HJ0289
 HJ0289                         *CURRENT SURVEY CONTROL
 HJ0289  ___________________________________________________________________
 HJ0289* NAD 83(1992)-  37 33 25.49596(N)    102 11 28.72120(W)     ADJUSTED  
 HJ0289* NAVD 88     -      1169.     (meters)    3835.     (feet)  SCALED    
 HJ0289  ___________________________________________________________________
 HJ0289  LAPLACE CORR-          -3.54  (seconds)                    DEFLEC99
 HJ0289  GEOID HEIGHT-         -23.75  (meters)                     GEOID03
 HJ0289
 HJ0289  HORZ ORDER  -  SECOND
 HJ0289
 HJ0289.The horizontal coordinates were established by classical geodetic methods
 HJ0289.and adjusted by the National Geodetic Survey in November 1994..
 HJ0289
 HJ0289.The orthometric height was scaled from a topographic map.
 HJ0289
 HJ0289.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0289
 HJ0289.The geoid height was determined by GEOID03.
 HJ0289
 HJ0289;                    North         East     Units Scale Factor Converg.
 HJ0289;SPC CO S     -   408,798.977 1,206,677.532   MT  0.99995703   +2 01 46.1
 HJ0289;SPC CO S     - 1,341,201.31  3,958,907.87   sFT  0.99995703   +2 01 46.1
 HJ0289;UTM  13      - 4,160,382.572   748,096.843   MT  1.00035824   +1 42 46.5
 HJ0289
 HJ0289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0289!SPC CO S     -   0.99982024  x   0.99995703  =   0.99977728
 HJ0289!UTM  13      -   0.99982024  x   1.00035824  =   1.00017842
 HJ0289
 HJ0289|---------------------------------------------------------------------|
 HJ0289| PID    Reference Object                     Distance      Geod. Az  |
 HJ0289|                                                           dddmmss.s |
 HJ0289| CM8895 KLINE RM 2                           10.954 METERS 09526     |
 HJ0289| HJ0305 SAUNDERS SIDING GANO ELEV           APPROX.16.5 KM 1252246.8 |
 HJ0289| HJ0309 BARTLETT RR SIDING H B S ELEV       APPROX.14.2 KM 1625713.8 |
 HJ0289| CM8893 KLINE AZ MK                                        2725824.9 |
 HJ0289| CM8894 KLINE RM 1                           30.245 METERS 35922     |
 HJ0289|---------------------------------------------------------------------|
 HJ0289
 HJ0289                          SUPERSEDED SURVEY CONTROL
 HJ0289
 HJ0289  NAD 83(1992)-  37 33 25.49718(N)    102 11 28.71721(W) AD(       ) 2
 HJ0289  NAD 83(1986)-  37 33 25.49776(N)    102 11 28.71171(W) AD(       ) 2
 HJ0289  NAD 27      -  37 33 25.44884(N)    102 11 27.05277(W) AD(       ) 2
 HJ0289
 HJ0289.Superseded values are not recommended for survey control.
 HJ0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0289.See file dsdata.txt to determine how the superseded data were derived.
 HJ0289
 HJ0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB4809760383(NAD 83)
 HJ0289_MARKER: DS = TRIANGULATION STATION DISK
 HJ0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0289
 HJ0289  HISTORY     - Date     Condition        Report By
 HJ0289  HISTORY     - 1953     MONUMENTED       CGS
 HJ0289
 HJ0289                          STATION DESCRIPTION
 HJ0289
 HJ0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HJ0289'THE STATION IS LOCATED AIRLINE, ABOUT 11-1/2 MILES EAST OF
 HJ0289'TWO BUTTES AND 3-1/2 MILES WEST OF LYCAN, COLO., ALONG THE
 HJ0289'SOUTH SIDE OF STATE HIGHWAY 116.
 HJ0289'
 HJ0289'THE STATION IS A STANDARD DISK STAMPED KLINE 1953 SET IN
 HJ0289'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 HJ0289'ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 4-1/2 FEET NORTH OF
 HJ0289'AN EAST-WEST FENCE LINE, 6 FEET WEST OF A WHITE WITNESS
 HJ0289'POST AND 43 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 116.
 HJ0289'
 HJ0289'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KLINE
 HJ0289'NO 1 1953 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HJ0289'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT THE
 HJ0289'SAME ELEVATION AS THE STATION.  IT IS 2-1/2 FEET SOUTH OF AN
 HJ0289'EAST-WEST FENCE LINE AND 45 FEET NORTH OF THE CENTER LINE OF
 HJ0289'STATE HIGHWAY 116.
 HJ0289'
 HJ0289'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KLINE
 HJ0289'NO 2 1953 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HJ0289'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 HJ0289'THE SAME ELEVATION AS THE STATION.  IT IS 2-1/2 FEET NORTH OF AN
 HJ0289'EAST-WEST FENCE LINE AND 44.5 FEET SOUTH OF THE CENTER LINE
 HJ0289'OF STATE HIGHWAY 116.
 HJ0289'
 HJ0289'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KLINE 1953 SET IN
 HJ0289'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 HJ0289'4 INCHES ABOVE THE GROUND.  IT IS 2-1/2 FEET SOUTH OF AN
 HJ0289'EAST-WEST FENCE LINE, 3 FEET SOUTHEAST OF A POWER LINE POLE
 HJ0289'AND 45 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 116.
 HJ0289'
 HJ0289'TO REACH THE STATION FROM THE MAIN INTERSECTION IN THE VILLAGE
 HJ0289'OF TWO BUTTES, GO SOUTH FOR 0.35 MILE TO STATE HIGHWAY 116.  TURN
 HJ0289'LEFT AND GO EAST ON STATE HIGHWAY 116 FOR 10.7 MILES TO A POWER
 HJ0289'LINE POLE ON THE LEFT, NORTH SIDE AND THE AZIMUTH MARK.  CONTINUE
 HJ0289'EAST ON STATE HIGHWAY 116 FOR 0.3 MILE TO A WHITE WITNESS
 HJ0289'POST ON THE RIGHT, SOUTH SIDE OF THE HIGHWAY AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0514 ***********************************************************************
 HM0514  DESIGNATION -  KLONDIKE
 HM0514  PID         -  HM0514
 HM0514  STATE/COUNTY-  CO/SAN MIGUEL
 HM0514  USGS QUAD   -  DAWSON DRAW (1993)
 HM0514
 HM0514                         *CURRENT SURVEY CONTROL
 HM0514  ___________________________________________________________________
 HM0514* NAD 83(1992)-  37 59 49.41372(N)    108 38 03.69044(W)     ADJUSTED  
 HM0514* NAVD 88     -      2229.1    (meters)    7313.     (feet)  VERTCON   
 HM0514  ___________________________________________________________________
 HM0514  LAPLACE CORR-           6.88  (seconds)                    DEFLEC99
 HM0514  GEOID HEIGHT-         -18.72  (meters)                     GEOID03
 HM0514
 HM0514  HORZ ORDER  -  THIRD
 HM0514
 HM0514.The horizontal coordinates were established by classical geodetic methods
 HM0514.and adjusted by the National Geodetic Survey in November 1997..
 HM0514
 HM0514.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0514
 HM0514.The Laplace correction was computed from DEFLEC99 derived deflections.
 HM0514
 HM0514.The geoid height was determined by GEOID03.
 HM0514
 HM0514;                    North         East     Units Scale Factor Converg.
 HM0514;SPC CO S     -   457,071.922   639,158.000   MT  0.99994943   -1 55 21.2
 HM0514;SPC CO S     - 1,499,576.80  2,096,970.87   sFT  0.99994943   -1 55 21.2
 HM0514;UTM  12      - 4,208,129.499   707,719.725   MT  1.00013145   +1 27 24.7
 HM0514
 HM0514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0514!SPC CO S     -   0.99965327  x   0.99994943  =   0.99960272
 HM0514!UTM  12      -   0.99965327  x   1.00013145  =   0.99978468
 HM0514
 HM0514:                Primary Azimuth Mark                     Grid Az
 HM0514:SPC CO S     -  LAST CHANCE                              315 30 31.5
 HM0514:UTM  12      -  LAST CHANCE                              312 07 45.6
 HM0514
 HM0514|---------------------------------------------------------------------|
 HM0514| PID    Reference Object                     Distance      Geod. Az  |
 HM0514|                                                           dddmmss.s |
 HM0514| JM0409 LAST CHANCE                         APPROX.14.9 KM 3133510.3 |
 HM0514|---------------------------------------------------------------------|
 HM0514
 HM0514                          SUPERSEDED SURVEY CONTROL
 HM0514
 HM0514  NAD 83(1992)-  37 59 49.40947(N)    108 38 03.68876(W) AD(       ) 3
 HM0514  NAD 83(1986)-  37 59 49.40472(N)    108 38 03.68577(W) AD(       ) 3
 HM0514  NAD 27      -  37 59 49.43600(N)    108 38 01.34669(W) AD(       ) 3
 HM0514  NGVD 29 (07/19/86) 2227.9    (m)         7309.     (f) VERT ANG       
 HM0514
 HM0514.Superseded values are not recommended for survey control.
 HM0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0514.See file dsdata.txt to determine how the superseded data were derived.
 HM0514
 HM0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH0772008129(NAD 83)
 HM0514_MARKER: DD = SURVEY DISK
 HM0514_SETTING: 66 = SET IN ROCK OUTCROP
 HM0514_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 HM0514_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0514+STABILITY: POSITION/ELEVATION WELL
 HM0514
 HM0514  HISTORY     - Date     Condition        Report By
 HM0514  HISTORY     - 1948     MONUMENTED       USGS
 HM0514  HISTORY     - 1964     GOOD             CGS
 HM0514
 HM0514                          STATION DESCRIPTION
 HM0514
 HM0514'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 HM0514'STATION IS LOCATED ON A PROMINENT POINT OF ROCK ON THE WESTERN END OF
 HM0514'KLONDIKE RIDGE, IN THE SW. 1/4 SEC. 10, T 43 N, R 16 W, ABOUT 15 MI.
 HM0514'(AIRLINE) S. OF NATURITA, COLORADO.
 HM0514'
 HM0514'TO REACH STATION FROM NATURITA, COLORADO, FOLLOW STATE HIGHWAY 90 S.
 HM0514'3.4 MI. TO JUNCTION WITH HIGHWAY 145, THENCE S. ON HIGHWAY 145 0.5 MI.
 HM0514'TO JUNCTION WITH STATE HIGHWAY 80, TURN RIGHT ON HIGHWAY 80 AND
 HM0514'CONTINUE UP BROAD CANYON INTO DRY CREEK BASIN 13.8 MI. TO HOME STORE,
 HM0514'TURN RIGHT KEEPING TO HIGHWAY 80 10.0 MI. TO OLD OIL BARREL ON LEFT
 HM0514'SIDE OF RD. USED AS A MAIL BOX WITH NAME OF J. E. REED PAINTED
 HM0514'THEREON, TURN LEFT AT MAIL BOX ONTO TRACK RD. 2.9 MI. TO FORK, KEEP
 HM0514'LEFT FORK TO SMALL GRAVEL PIT AND CONTINUE ON RIGHT FORK 0.6 MI. TO
 HM0514'FORK, TURN SHARP LEFT ONTO RD. UP SMALL DRAW 0.3 MI. TO HOUSE
 HM0514'OPPOSITE ORE CHUTE AND END OF TRUCK TRAVEL.  PACK UP RIDGE N. TO
 HM0514'TOP, TURN RIGHT CONTINUING ALONG TOP OF RIDGE TO HIGHEST POINT,
 HM0514'THENCE S. ALONG EDGE OF CLIFF TO PROMINENT ROCK POINT AND STATION
 HM0514'SITE.  TIME OF PACK - 45 MINUTES.
 HM0514'
 HM0514'STATION MARK--STANDARD TABLET, STAMPED ---KLONDIKE 1948---, AND
 HM0514'CEMENTED IN DRILL HOLE IN OUTCROPPING BEDROCK.
 HM0514'
 HM0514'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---KLONDIKE
 HM0514'1948---, AND CEMENTED IN DRILL HOLE IN OUTCROPPING BEDROCK, 65.64 FT.
 HM0514'FROM STATION, N 30 DEG 05 MIN E.
 HM0514'
 HM0514'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---KLONDIKE
 HM0514'1948---, AND CEMENTED IN DRILL HOLE IN OUTCROPPING BEDROCK, 35.83 FT.
 HM0514'FROM STATION, S 58 DEG 40 MIN E.
 HM0514
 HM0514                          STATION RECOVERY (1964)
 HM0514
 HM0514'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JFB)
 HM0514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1294 ***********************************************************************
 LL1294  DESIGNATION -  KLOVER ET
 LL1294  PID         -  LL1294
 LL1294  STATE/COUNTY-  CO/LARIMER
 LL1294  USGS QUAD   -  WELLINGTON (1978)
 LL1294
 LL1294                         *CURRENT SURVEY CONTROL
 LL1294  ___________________________________________________________________
 LL1294* NAD 83(1992)-  40 38 50.70103(N)    105 05 40.98989(W)     ADJUSTED  
 LL1294* NAVD 88     -      1568.5    (meters)    5146.     (feet)  VERTCON   
 LL1294  ___________________________________________________________________
 LL1294  LAPLACE CORR-         -14.60  (seconds)                    DEFLEC99
 LL1294  GEOID HEIGHT-         -15.58  (meters)                     GEOID03
 LL1294
 LL1294  HORZ ORDER  -  THIRD
 LL1294
 LL1294.The horizontal coordinates were established by classical geodetic methods
 LL1294.and adjusted by the National Geodetic Survey in January 1993..
 LL1294
 LL1294.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1294
 LL1294.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1294
 LL1294.The geoid height was determined by GEOID03.
 LL1294
 LL1294;                    North         East     Units Scale Factor Converg.
 LL1294;SPC CO N     -   450,785.879   948,680.464   MT  0.99998077   +0 15 42.7
 LL1294;SPC CO N     - 1,478,953.34  3,112,462.49   sFT  0.99998077   +0 15 42.7
 LL1294;UTM  13      - 4,499,622.511   491,991.653   MT  0.99960079   -0 03 42.1
 LL1294
 LL1294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1294!SPC CO N     -   0.99975646  x   0.99998077  =   0.99973723
 LL1294!UTM  13      -   0.99975646  x   0.99960079  =   0.99935734
 LL1294
 LL1294                          SUPERSEDED SURVEY CONTROL
 LL1294
 LL1294  NAD 83(1986)-  40 38 50.69226(N)    105 05 40.97722(W) AD(       ) 3
 LL1294  NAD 27      -  40 38 50.75416(N)    105 05 39.05382(W) AD(       ) 3
 LL1294  NGVD 29 (07/19/86) 1567.6    (m)         5143.     (f) VERT ANG       
 LL1294
 LL1294.Superseded values are not recommended for survey control.
 LL1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1294.See file dsdata.txt to determine how the superseded data were derived.
 LL1294
 LL1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE9199299623(NAD 83)
 LL1294
 LL1294  HISTORY     - Date     Condition        Report By
 LL1294  HISTORY     - 1959     MONUMENTED       USGS
 LL1294  HISTORY     - 1964     SEE DESCRIPTION  USGS
 LL1294
 LL1294                          STATION DESCRIPTION
 LL1294
 LL1294'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 LL1294'STATION LOCATED ABOUT 4.0 MI. N. AND 1.0 MI. W. OF FT. COLLINS POST
 LL1294'OFFICE, IN A FENCE LINE ON TOP OF HILL, SEC. 23, T 8 N, R 68 W.
 LL1294'
 LL1294'TO REACH STATION FROM FT. COLLINS POST OFFICE, PROCEED N. ON U.S.
 LL1294'HIGHWAY 287 3.5 MI. TO IVERSONS CAFE AND T-RD. N., THENCE N. 1.5 MI.
 LL1294'TO TOP OF HILL AND TO STATION.  STATION LIES 35 FT. E. OF N-S. RD.,
 LL1294'154 FT. NE. OF N-S. RD. AND FENCE E., AND 139 FT. SE. OF N-S. RD.
 LL1294'AND FENCE W.
 LL1294'
 LL1294'RECOVERED.
 LL1294'
 LL1294'REQUESTED PERMISSION TO DESTROY 1/31/75 BY LAND OWNER.  GRANTED AND
 LL1294'DESTROYED 2/4/75.
 LL1294'
 LL1294'STATION MARK--STANDARD TABLET SET IN A CONCRETE POST PROJECTING 6 IN.
 LL1294'ABOVE GROUND, STAMPED ---KLOVER-ET 1959 VA 5143---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0396 ***********************************************************************
 KJ0396  DESIGNATION -  KNAPP
 KJ0396  PID         -  KJ0396
 KJ0396  STATE/COUNTY-  CO/YUMA
 KJ0396  USGS QUAD   -  BONNY RESERVOIR SOUTH (1971)
 KJ0396
 KJ0396                         *CURRENT SURVEY CONTROL
 KJ0396  ___________________________________________________________________
 KJ0396* NAD 83(1992)-  39 35 32.09405(N)    102 14 59.48417(W)     ADJUSTED  
 KJ0396* NAVD 88     -      1160.2    (meters)    3806.     (feet)  VERTCON   
 KJ0396  ___________________________________________________________________
 KJ0396  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 KJ0396  GEOID HEIGHT-         -22.69  (meters)                     GEOID03
 KJ0396
 KJ0396  HORZ ORDER  -  SECOND
 KJ0396
 KJ0396.The horizontal coordinates were established by classical geodetic methods
 KJ0396.and adjusted by the National Geodetic Survey in January 1993..
 KJ0396
 KJ0396.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0396
 KJ0396.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0396
 KJ0396.The geoid height was determined by GEOID03.
 KJ0396
 KJ0396;                    North         East     Units Scale Factor Converg.
 KJ0396;SPC CO N     -   338,663.913 1,193,531.604   MT  1.00002241   +2 06 00.1
 KJ0396;SPC CO N     - 1,111,099.85  3,915,778.27   sFT  1.00002241   +2 06 00.1
 KJ0396;SPC CO C     -   505,050.801 1,193,520.653   MT  0.99997260   +2 02 59.4
 KJ0396;SPC CO C     - 1,656,987.50  3,915,742.34   sFT  0.99997260   +2 02 59.4
 KJ0396;UTM  13      - 4,386,116.037   736,158.933   MT  1.00028670   +1 45 12.7
 KJ0396
 KJ0396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0396!SPC CO N     -   0.99982157  x   1.00002241  =   0.99984398
 KJ0396!SPC CO C     -   0.99982157  x   0.99997260  =   0.99979418
 KJ0396!UTM  13      -   0.99982157  x   1.00028670  =   1.00010822
 KJ0396
 KJ0396|---------------------------------------------------------------------|
 KJ0396| PID    Reference Object                     Distance      Geod. Az  |
 KJ0396|                                                           dddmmss.s |
 KJ0396| KJ0395 KNAPP OFFSET                          7.172 METERS 07823     |
 KJ0396| CP7536 KNAPP RM 2                            9.897 METERS 09644     |
 KJ0396| CP7535 KNAPP RM 1                            9.193 METERS 34844     |
 KJ0396| CP7534 KNAPP AZ MK                                        3582518.8 |
 KJ0396|---------------------------------------------------------------------|
 KJ0396
 KJ0396                          SUPERSEDED SURVEY CONTROL
 KJ0396
 KJ0396  NAD 83(1986)-  39 35 32.09216(N)    102 14 59.48266(W) AD(       ) 2
 KJ0396  NAD 27      -  39 35 32.11058(N)    102 14 57.79072(W) AD(       ) 2
 KJ0396  NGVD 29 (07/19/86) 1159.7    (m)         3805.     (f) VERT ANG       
 KJ0396
 KJ0396.Superseded values are not recommended for survey control.
 KJ0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0396.See file dsdata.txt to determine how the superseded data were derived.
 KJ0396
 KJ0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD3615986116(NAD 83)
 KJ0396_MARKER: DS = TRIANGULATION STATION DISK
 KJ0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0396_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KJ0396
 KJ0396  HISTORY     - Date     Condition        Report By
 KJ0396  HISTORY     - 1968     MONUMENTED       CGS
 KJ0396
 KJ0396                          STATION DESCRIPTION
 KJ0396
 KJ0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KJ0396'THE STATION IS LOCATED ON THE PROPERTY OWNED BY MR. DON KNAPP AND
 KJ0396'IS IN THE APPROXIMATE WEST CENTER OF SECTION 25, T. 5 S., R. 44
 KJ0396'W.  IT IS ABOUT 20 MILES NORTH OF BURLINGTON, 18 MILES EAST OF
 KJ0396'KIRK AND 8 MILES SOUTH-SOUTHEAST OF IDALIA.
 KJ0396'
 KJ0396'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 36 AND 385
 KJ0396'(ABOUT 2 MILES EAST OF IDALIA) GO SOUTH ON U.S. HIGHWAY 385 FOR
 KJ0396'6.2 MILES TO A CONCRETE BRIDGE AND THE AZIMUTH MARK IN THE
 KJ0396'NORTHEAST CORNER OF THE BRIDGE.  CONTINUE SOUTH ON U.S. HIGHWAY
 KJ0396'385 FOR 1.2 MILES TO A SIDE ROAD LEFT AND THE STATION IN THE
 KJ0396'SOUTHEAST ANGLE OF THE INTERSECTION.
 KJ0396'
 KJ0396'THE STATION MARK IS A STANDARD DISK STAMPED KNAPP 1968, SET
 KJ0396'IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 KJ0396'FLUSH WITH THE GROUND SURFACE.  IT IS 55.4 FEET EAST OF THE
 KJ0396'CENTER OF U.S. HIGHWAY 385, 13.0 FEET SOUTH OF THE CENTER OF A
 KJ0396'FIELD ROAD, 7.7 FEET EAST OF A METAL WITNESS POST AND 4.0 FEET
 KJ0396'NORTH OF AN EAST-WEST FENCE.
 KJ0396'
 KJ0396'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KNAPP NO 1 1968,
 KJ0396'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 KJ0396'FLUSH WITH THE GROUND SURFACE.  IT IS 49.9 FEET EAST OF THE CENTER
 KJ0396'OF U.S. HIGHWAY 385, 19.2 FEET SOUTH OF A POWER POLE, 34.5 FEET
 KJ0396'NORTH OF THE METAL WITNESS POST AND 21.0 FEET NORTH OF THE CENTER
 KJ0396'OF THE FIELD ROAD.
 KJ0396'
 KJ0396'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KNAPP NO 2 1968,
 KJ0396'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 KJ0396'FLUSH WITH THE GROUND SURFACE.  IT IS 37.2 FEET EAST OF THE
 KJ0396'METAL WITNESS POST, 16.9 FEET SOUTH OF THE CENTER OF THE FIELD
 KJ0396'ROAD AND 1.0 FOOT NORTH OF THE EAST-WEST FENCE.
 KJ0396'
 KJ0396'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KNAPP 1968,
 KJ0396'CEMENTED IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE BRIDGE
 KJ0396'ABUTMENT WHICH PROJECTS 1.0 FOOT ABOVE THE ROAD SURFACE.  IT IS
 KJ0396'15.5 FEET EAST OF THE CENTER OF THE BRIDGE (U.S. HIGHWAY 385),
 KJ0396'2.5 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST AND 1.0 FOOT
 KJ0396'WEST OF A METAL GUARD RAIL.
 KJ0396'
 KJ0396'HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0449 ***********************************************************************
 KM0449  DESIGNATION -  KNIGHT
 KM0449  PID         -  KM0449
 KM0449  STATE/COUNTY-  CO/MESA
 KM0449  USGS QUAD   -  WINTER FLATS (1968)
 KM0449
 KM0449                         *CURRENT SURVEY CONTROL
 KM0449  ___________________________________________________________________
 KM0449* NAD 83(1992)-  39 15 02.61689(N)    108 24 00.19748(W)     ADJUSTED  
 KM0449* NAVD 88     -      2043.6    (meters)    6705.     (feet)  VERTCON   
 KM0449  ___________________________________________________________________
 KM0449  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 KM0449  GEOID HEIGHT-         -16.41  (meters)                     GEOID03
 KM0449
 KM0449  HORZ ORDER  -  THIRD
 KM0449
 KM0449.The horizontal coordinates were established by classical geodetic methods
 KM0449.and adjusted by the National Geodetic Survey in January 1993..
 KM0449
 KM0449.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0449
 KM0449.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0449
 KM0449.The geoid height was determined by GEOID03.
 KM0449
 KM0449;                    North         East     Units Scale Factor Converg.
 KM0449;SPC CO C     -   466,137.268   664,127.247   MT  0.99993931   -1 49 44.5
 KM0449;SPC CO C     - 1,529,318.69  2,178,890.81   sFT  0.99993931   -1 49 44.5
 KM0449;UTM  12      - 4,347,822.548   724,352.607   MT  1.00021979   +1 38 44.6
 KM0449
 KM0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0449!SPC CO C     -   0.99968205  x   0.99993931  =   0.99962138
 KM0449!UTM  12      -   0.99968205  x   1.00021979  =   0.99990177
 KM0449
 KM0449                          SUPERSEDED SURVEY CONTROL
 KM0449
 KM0449  NAD 83(1986)-  39 15 02.61223(N)    108 24 00.18448(W) AD(       ) 3
 KM0449  NGVD 29 (05/18/92) 2042.5    (m)         6701.     (f) VERT ANG       
 KM0449
 KM0449.Superseded values are not recommended for survey control.
 KM0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0449.See file dsdata.txt to determine how the superseded data were derived.
 KM0449
 KM0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ2435347823(NAD 83)
 KM0449_MARKER: DD = SURVEY DISK
 KM0449_SETTING: 66 = SET IN ROCK OUTCROP
 KM0449_SP_SET: SET IN ROCK OUTCROP
 KM0449_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0449+STABILITY: POSITION/ELEVATION WELL
 KM0449
 KM0449  HISTORY     - Date     Condition        Report By
 KM0449  HISTORY     - 1953     MONUMENTED       USGS
 KM0449
 KM0449                          STATION DESCRIPTION
 KM0449
 KM0449'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 KM0449'STATION IS LOCATED ON THE HIGHEST POINT OF A WOODED MESA, LOCATED
 KM0449'ABOUT 10 MI. W. AND 6 MI. S. OF DEBEQUE, COLORADO.
 KM0449'
 KM0449'TO REACH STATION FROM MAIN STREET IN DEBEQUE, AT POST OFFICE, PROCEED
 KM0449'W. FOR 0.1 MI., TURN LEFT AND PROCEED 0.2 MI., TURN RIGHT AND PROCEED
 KM0449'0.4 MI. TO JUNCTION RIGHT, CONTINUE STRAIGHT 1.1 MI. TO JUNCTION LEFT,
 KM0449'TURN LEFT AND PROCEED 1.2 MI. TO JUNCTION AT BRIDGE, CONTINUE STRAIGHT
 KM0449'FOR 1.0 MI. TO RANCH HOUSE, CONTINUE STRAIGHT ON DIM RD. TO RIVER BANK
 KM0449'AND FOLLOW DIM RD. FOR 2.1 MI. TO CROSSING UNDER RAILROAD, CONTINUE ON
 KM0449'DIM RD. FOR 0.1 MI. TO JUNCTION, TAKE LEFT FORK AND CONTINUE FOR
 KM0449'0.8 MI. TO POINT WHERE RD. CLIMBS RIDGE, CONTINUE ON RD. TO TOP
 KM0449'OF RIDGE AND ALONG RIDGE FOR 7.1 MI. TO JUNCTION LEFT, CONTINUE
 KM0449'STRAIGHT FOR 3.0 MI. TO JUNCTION, TURN LEFT AND PROCEED FOR 2.3 MI.
 KM0449'TO DIM RD. RIGHT, RD. LEADS TO SMALL RESERVOIR JUST OFF THE RD.,
 KM0449'END TRUCK TRAVEL.  PROCEED IN A SOUTHERLY DIRECTION FOR ABOUT 1.5
 KM0449'MI. TO HIGHEST POINT OF MESA AND STATION.  ABOUT A 45-MINUTE PACK.
 KM0449'
 KM0449'STATION MARK--STANDARD TABLET CEMENTED IN ROCK AND STAMPED ---KNIGHT
 KM0449'1953---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0803 ***********************************************************************
 JL0803  DESIGNATION -  KNOB
 JL0803  PID         -  JL0803
 JL0803  STATE/COUNTY-  CO/GUNNISON
 JL0803  USGS QUAD   -  SAPINERO (1982)
 JL0803
 JL0803                         *CURRENT SURVEY CONTROL
 JL0803  ___________________________________________________________________
 JL0803* NAD 83(1992)-  38 27 02.87029(N)    107 20 01.99895(W)     ADJUSTED  
 JL0803* NAVD 88     -      2345.6    (meters)    7696.     (feet)  VERTCON   
 JL0803  ___________________________________________________________________
 JL0803  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 JL0803  GEOID HEIGHT-         -14.67  (meters)                     GEOID03
 JL0803
 JL0803  HORZ ORDER  -  THIRD
 JL0803
 JL0803.The horizontal coordinates were established by classical geodetic methods
 JL0803.and adjusted by the National Geodetic Survey in January 1993..
 JL0803
 JL0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0803
 JL0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0803
 JL0803.The geoid height was determined by GEOID03.
 JL0803
 JL0803;                    North         East     Units Scale Factor Converg.
 JL0803;SPC CO C     -   374,959.779   754,328.784   MT  0.99999984   -1 09 23.8
 JL0803;SPC CO C     - 1,230,180.54  2,474,827.02   sFT  0.99999984   -1 09 23.8
 JL0803;UTM  13      - 4,258,414.030   296,338.616   MT  1.00011083   -1 27 06.5
 JL0803
 JL0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0803!SPC CO C     -   0.99963439  x   0.99999984  =   0.99963423
 JL0803!UTM  13      -   0.99963439  x   1.00011083  =   0.99974518
 JL0803
 JL0803:                Primary Azimuth Mark                     Grid Az
 JL0803:SPC CO C     -  LONE PINE                                346 39 46.4
 JL0803:UTM  13      -  LONE PINE                                346 57 29.1
 JL0803
 JL0803|---------------------------------------------------------------------|
 JL0803| PID    Reference Object                     Distance      Geod. Az  |
 JL0803|                                                           dddmmss.s |
 JL0803| JL0804 LONE PINE                           APPROX. 0.5 KM 3453022.6 |
 JL0803|---------------------------------------------------------------------|
 JL0803
 JL0803                          SUPERSEDED SURVEY CONTROL
 JL0803
 JL0803  NAD 83(1986)-  38 27 02.86725(N)    107 20 02.00902(W) AD(       ) 3
 JL0803  NAD 27      -  38 27 02.89387(N)    107 19 59.79307(W) AD(       ) 3
 JL0803  NGVD 29 (07/19/86) 2344.1    (m)         7691.     (f) VERT ANG       
 JL0803
 JL0803.Superseded values are not recommended for survey control.
 JL0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0803.See file dsdata.txt to determine how the superseded data were derived.
 JL0803
 JL0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC9633958414(NAD 83)
 JL0803
 JL0803  HISTORY     - Date     Condition        Report By
 JL0803  HISTORY     - 1950     MONUMENTED       BOR
 JL0803  HISTORY     - 1950     GOOD             USGS
 JL0803
 JL0803                          STATION DESCRIPTION
 JL0803
 JL0803'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JL0803'RECOVERED BY USGS IN 1950, REDESCRIBED AS FOLLOWS, --- STATION LOCATED
 JL0803'IN NW. COR. SEC.4, T. 48 N., R. 4 W.  TO REACH STATION FROM
 JL0803'INTERSECTION OF MAIN AND TOMICHI STS. IN GUNNISON, COLORADO, DRIVE W.
 JL0803'OF U.S.HWY. 50 TOWARD MONTROSE 26.5 MI.  STATION IS APPROX. 300 FT. S.
 JL0803'OF RD. ON SMALL SAGE COVERED KNOB.---
 JL0803'
 JL0803'STATION MARK - U.S. BUREAU OF RECLAMATION BRASS CAP SET IN ROCK.
 JL0803'
 JL0803'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1619 ***********************************************************************
 KK1619  DESIGNATION -  KNOB
 KK1619  PID         -  KK1619
 KK1619  STATE/COUNTY-  CO/ELBERT
 KK1619  USGS QUAD   -  BIJOU BASIN (1979)
 KK1619
 KK1619                         *CURRENT SURVEY CONTROL
 KK1619  ___________________________________________________________________
 KK1619* NAD 83(1992)-  39 11 55.58229(N)    104 26 48.64208(W)     ADJUSTED  
 KK1619* NAVD 88     -      2159.2    (meters)    7084.     (feet)  VERTCON   
 KK1619  ___________________________________________________________________
 KK1619  LAPLACE CORR-          -7.18  (seconds)                    DEFLEC99
 KK1619  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 KK1619
 KK1619  HORZ ORDER  -  SECOND
 KK1619
 KK1619.The horizontal coordinates were established by classical geodetic methods
 KK1619.and adjusted by the National Geodetic Survey in January 1993..
 KK1619
 KK1619.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1619
 KK1619.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1619
 KK1619.The geoid height was determined by GEOID03.
 KK1619
 KK1619;                    North         East     Units Scale Factor Converg.
 KK1619;SPC CO C     -   456,901.927 1,005,369.311   MT  0.99993736   +0 39 51.2
 KK1619;SPC CO C     - 1,499,019.07  3,298,449.15   sFT  0.99993736   +0 39 51.2
 KK1619;UTM  13      - 4,338,980.722   547,764.503   MT  0.99962809   +0 20 58.6
 KK1619
 KK1619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1619!SPC CO C     -   0.99966415  x   0.99993736  =   0.99960153
 KK1619!UTM  13      -   0.99966415  x   0.99962809  =   0.99929237
 KK1619
 KK1619|---------------------------------------------------------------------|
 KK1619| PID    Reference Object                     Distance      Geod. Az  |
 KK1619|                                                           dddmmss.s |
 KK1619| CP7537 KNOB RM 1                            22.706 METERS 00019     |
 KK1619| CP7538 KNOB RM 2                            19.547 METERS 18132     |
 KK1619| KK1640 ELBERT RESET                        APPROX.11.9 KM 2891943.9 |
 KK1619|---------------------------------------------------------------------|
 KK1619
 KK1619                          SUPERSEDED SURVEY CONTROL
 KK1619
 KK1619  NAD 83(1986)-  39 11 55.57465(N)    104 26 48.63935(W) AD(       ) 2
 KK1619  NAD 27      -  39 11 55.61591(N)    104 26 46.75946(W) AD(       ) 2
 KK1619  NGVD 29 (07/19/86) 2158.1    (m)         7080.     (f) VERT ANG       
 KK1619
 KK1619.Superseded values are not recommended for survey control.
 KK1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1619.See file dsdata.txt to determine how the superseded data were derived.
 KK1619
 KK1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED4776538981(NAD 83)
 KK1619_MARKER: Z = SEE DESCRIPTION
 KK1619_SETTING: 0 = UNSPECIFIED SETTING
 KK1619
 KK1619  HISTORY     - Date     Condition        Report By
 KK1619  HISTORY     - 1970     MONUMENTED       USGS
 KK1619
 KK1619                          STATION DESCRIPTION
 KK1619
 KK1619'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (FJG)
 KK1619'THE STATION IS LOCATED WEST 6 DEGREES SOUTH ABOUT 42 MILES
 KK1619'AIRLINE FROM LIMON, COLORADO.  NORTH 17 DEGREES WEST ABOUT 14
 KK1619'MILES AIRLINE FROM CALHAN, COLORADO ON A PROMINENT ROCKY
 KK1619'KNOB.  26 FEET NORTHEAST OF A USGS WITNESS SIGN MOUNTED ON A METAL
 KK1619'POST.  ON LAND OWNED BY L. H. AND L. R. BOLEJACK WHO LIVE ABOUT
 KK1619'ONE-HALF MILE SOUTHWEST OF THE STATION.
 KK1619'
 KK1619'TO REACH THE STATION FROM THE POST OFFICE IN ELBERT, COLORADO,
 KK1619'GO NORTH 0.1 MILE TO STREET INTERSECTION.  TURN RIGHT (EAST) AND
 KK1619'PROCEED EAST ACROSS PAVED ROAD FOR 1.2 MILES TO A T-ROAD
 KK1619'JUNCTION.  TURN RIGHT (SOUTH) ON GRAVEL ROAD FOR 4.5 MILES TO
 KK1619'T-ROAD SOUTH.  TURN RIGHT (SOUTH) AND PROCEED 0.2 MILES TO Y-ROAD
 KK1619'JUNCTION.  TURN LEFT (EAST) AND PROCEED 0.3 MILES ON TRACK ROAD
 KK1619'TO BASE OF ROCKY HILL AND END OF TRACK ROAD.  PACK NORTHEAST UP
 KK1619'THE HILL TO THE TOP AND THE STATION.  A 5 MINUTE PACK.
 KK1619'
 KK1619'ALL MARKS ARE USGS BRASS TABLETS CEMENTED IN GRANITE OUTCROPS.
 KK1619'
 KK1619'STATION MARK IS A TABLET STAMPED KNOB ET 1970.
 KK1619'
 KK1619'REFERENCE MARK NO. 1 IS A TABLET STAMPED KNOB 1 1970.
 KK1619'
 KK1619'REFERENCE MARK NO. 2 IS A TABLET STAMPED KNOB 2 1970.
 KK1619'
 KK1619'STATION ELBERT 1912 1953 USC AND GS IS VISIBLE FROM THE GROUND
 KK1619'AT THIS STATION AND WILL SERVE AS THE AZIMUTH MARK.
 KK1619'
 KK1619'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0632 ***********************************************************************
 LK0632  DESIGNATION -  KNOLL
 LK0632  PID         -  LK0632
 LK0632  STATE/COUNTY-  CO/LOGAN
 LK0632  USGS QUAD   -  REIRADON HILL (1951)
 LK0632
 LK0632                         *CURRENT SURVEY CONTROL
 LK0632  ___________________________________________________________________
 LK0632* NAD 83(1992)-  40 36 55.55436(N)    103 02 00.97603(W)     ADJUSTED  
 LK0632* NAVD 88     -      1369.     (meters)    4491.     (feet)  SCALED    
 LK0632  ___________________________________________________________________
 LK0632  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 LK0632  GEOID HEIGHT-         -19.92  (meters)                     GEOID03
 LK0632
 LK0632  HORZ ORDER  -  THIRD
 LK0632
 LK0632.The horizontal coordinates were established by classical geodetic methods
 LK0632.and adjusted by the National Geodetic Survey in January 1993..
 LK0632
 LK0632.The orthometric height was scaled from a topographic map.
 LK0632
 LK0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0632
 LK0632.The geoid height was determined by GEOID03.
 LK0632
 LK0632;                    North         East     Units Scale Factor Converg.
 LK0632;SPC CO N     -   450,058.065 1,123,082.193   MT  0.99997706   +1 35 37.0
 LK0632;SPC CO N     - 1,476,565.50  3,684,645.49   sFT  0.99997706   +1 35 37.0
 LK0632;UTM  13      - 4,497,926.310   666,339.396   MT  0.99994058   +1 16 49.3
 LK0632
 LK0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0632!SPC CO N     -   0.99978848  x   0.99997706  =   0.99976555
 LK0632!UTM  13      -   0.99978848  x   0.99994058  =   0.99972908
 LK0632
 LK0632:                Primary Azimuth Mark                     Grid Az
 LK0632:SPC CO N     -  BROWN                                    136 43 22.6
 LK0632:UTM  13      -  BROWN                                    137 02 10.3
 LK0632
 LK0632|---------------------------------------------------------------------|
 LK0632| PID    Reference Object                     Distance      Geod. Az  |
 LK0632|                                                           dddmmss.s |
 LK0632| LK0631 BROWN                               APPROX. 4.2 KM 1381859.6 |
 LK0632| LK0635 STERLING SUG FAC W TANK             APPROX.14.7 KM 2701810.6 |
 LK0632|---------------------------------------------------------------------|
 LK0632
 LK0632                          SUPERSEDED SURVEY CONTROL
 LK0632
 LK0632  NAD 83(1986)-  40 36 55.54824(N)    103 02 00.97552(W) AD(       ) 3
 LK0632  NAD 27      -  40 36 55.59824(N)    103 01 59.26903(W) AD(       ) 3
 LK0632
 LK0632.Superseded values are not recommended for survey control.
 LK0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0632.See file dsdata.txt to determine how the superseded data were derived.
 LK0632
 LK0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE6633997926(NAD 83)
 LK0632
 LK0632  HISTORY     - Date     Condition        Report By
 LK0632  HISTORY     - 1949     MONUMENTED       USGS
 LK0632  HISTORY     - 1960     GOOD             USGS
 LK0632
 LK0632                          STATION DESCRIPTION
 LK0632
 LK0632'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (RVS)
 LK0632'STATION IS LOCATED ABOUT 7.0 MI. (AIRLINE) NE. OF STERLING, COLORADO,
 LK0632'IN SE. 1/4 SEC. 35, T 8 N, R 51 W, ON HIGHEST ONE OF SEVERAL SMALL
 LK0632'PROMINENT TOPS IN AREA.
 LK0632'
 LK0632'TO REACH FROM POST OFFICE IN STERLING, GO 1 BLOCK N. TO U.S. HIGHWAY
 LK0632'6, GO E. ON HIGHWAY FOR 3.15 MI. TO JUNCTION OF U.S. HIGHWAY 6 AND
 LK0632'STATE HIGHWAY 61, TURN RIGHT (E.) AND FOLLOW HIGHWAY 61 FOR 6.12 MI.
 LK0632'TO RD. FORK, TAKE LEFT FORK NE., LEAVING HIGHWAY 61, 1.0 MI. TO DIM
 LK0632'RD. LEADING N., PROCEED ALONG THIS RD. TO WINDMILL, THENCE CROSS
 LK0632'COUNTRY TRAVELING N. AND E. TO STATION SITE.
 LK0632'
 LK0632'STATION MARK--STANDARD TABLET, STAMPED ---KNOLL 1949---, SET IN
 LK0632'CONCRETE POST, PROTRUDING 5 IN. ABOVE GROUND.
 LK0632'
 LK0632'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED
 LK0632'---KNOLL 1949 NO. 1---, CEMENTED IN SOLID ROCK OUTCROP, 41.73 FT.
 LK0632'FROM STATION MARK, S 42 DEG 45 MIN E.
 LK0632'
 LK0632'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED
 LK0632'---KNOLL 1949 NO. 2---, CEMENTED IN SOLID ROCK OUTCROP, 225.96 FT.
 LK0632'FROM STATION MARK, N 01 DEG 25 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2097 ***********************************************************************
 KK2097  FBN         -  This is a Federal Base Network Control Station.
 KK2097  DESIGNATION -  KNOWLES
 KK2097  PID         -  KK2097
 KK2097  STATE/COUNTY-  CO/JEFFERSON
 KK2097  USGS QUAD   -  DECKERS (1994)
 KK2097
 KK2097                         *CURRENT SURVEY CONTROL
 KK2097  ___________________________________________________________________
 KK2097* NAD 83(1992)-  39 15 07.76891(N)    105 14 21.01248(W)     ADJUSTED  
 KK2097* NAVD 88     -      2006.35   (meters)    6582.5    (feet)  N HEIGHT  
 KK2097  ___________________________________________________________________
 KK2097  X           -  -1,300,367.063 (meters)                     COMP
 KK2097  Y           -  -4,773,246.272 (meters)                     COMP
 KK2097  Z           -   4,015,293.956 (meters)                     COMP
 KK2097  LAPLACE CORR-         -10.44  (seconds)                    DEFLEC99
 KK2097  ELLIP HEIGHT-        1991.84  (meters)          (09/24/02) GPS OBS
 KK2097  GEOID HEIGHT-         -14.53  (meters)                     GEOID03
 KK2097  DYNAMIC HT  -        2004.21  (meters)    6575.5   (feet)  COMP
 KK2097  MODELED GRAV-     979,490.1   (mgal)                       NAVD 88
 KK2097
 KK2097  HORZ ORDER  -  B
 KK2097  VERT ORDER  -  THIRD
 KK2097  ELLP ORDER  -  THIRD     CLASS I
 KK2097
 KK2097.The horizontal coordinates were established by GPS observations
 KK2097.and adjusted by the National Geodetic Survey in May 1992..
 KK2097
 KK2097.The orthometric height was determined by differential leveling
 KK2097.and adjusted by the National Geodetic Survey in August 1995..
 KK2097.The height was determined by precise leveling from only one NSRS
 KK2097.bench mark.  This was not adequate "tie leveling" to NSRS and was
 KK2097.allowed ONLY to validate the GPS-derived height.
 KK2097
 KK2097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK2097
 KK2097.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2097
 KK2097.The ellipsoidal height was determined by GPS observations
 KK2097.and is referenced to NAD 83.
 KK2097
 KK2097.The geoid height was determined by GEOID03.
 KK2097
 KK2097.The dynamic height is computed by dividing the NAVD 88
 KK2097.geopotential number by the normal gravity value computed on the
 KK2097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK2097.degrees latitude (g = 980.6199 gals.).
 KK2097
 KK2097.The modeled gravity was interpolated from observed gravity values.
 KK2097
 KK2097;                    North         East     Units Scale Factor Converg.
 KK2097;SPC CO C     -   462,333.404   936,914.769   MT  0.99993938   +0 09 52.2
 KK2097;SPC CO C     - 1,516,838.84  3,073,861.20   sFT  0.99993938   +0 09 52.2
 KK2097;UTM  13      - 4,344,786.690   479,363.537   MT  0.99960524   -0 09 04.8
 KK2097
 KK2097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2097!SPC CO C     -   0.99968759  x   0.99993938  =   0.99962699
 KK2097!UTM  13      -   0.99968759  x   0.99960524  =   0.99929296
 KK2097
 KK2097                          SUPERSEDED SURVEY CONTROL
 KK2097
 KK2097  NAD 83(1986)-  39 15 07.76245(N)    105 14 21.01457(W) AD(       ) 3
 KK2097  ELLIP H (05/26/92) 1991.88   (m)                       GP(       ) 4 1
 KK2097  NAVD 88 (09/24/02) 2006.46   (m)         6582.9    (f) LEVELING    3  
 KK2097  NAVD 88 (05/26/92) 2006.35   (m)         6582.5    (f) LEVELING    3  
 KK2097  NGVD 29 (??/??/??) 2005.23   (m)         6578.8    (f) N HEIGHT    3  
 KK2097
 KK2097.Superseded values are not recommended for survey control.
 KK2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2097.See file dsdata.txt to determine how the superseded data were derived.
 KK2097
 KK2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7936444787(NAD 83)
 KK2097_MARKER: DH = HORIZONTAL CONTROL DISK
 KK2097_SETTING: 66 = SET IN ROCK OUTCROP
 KK2097_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KK2097_STAMPING: KNOWLES 1991
 KK2097_MARK LOGO: NGS   
 KK2097_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK2097_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK2097+STABILITY: POSITION/ELEVATION WELL
 KK2097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK2097+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2002
 KK2097
 KK2097  HISTORY     - Date     Condition        Report By
 KK2097  HISTORY     - 1991     MONUMENTED       NGS
 KK2097  HISTORY     - 19921005 GOOD             CODOT
 KK2097  HISTORY     - 19940307 GOOD             MSAM
 KK2097  HISTORY     - 19950428 GOOD             CODOT
 KK2097  HISTORY     - 20020726 GOOD             USGS-R
 KK2097
 KK2097                          STATION DESCRIPTION
 KK2097
 KK2097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KK2097'STATION IS LOCATED ABOUT 65 KM (40.4 MI) NORTHWEST OF COLORADO
 KK2097'SPRINGS, 1 KM (0.6 MI) WEST OF DECKERS, IN THE PIKE NATIONAL FOREST,
 KK2097'ALONG A PAVED COUNTY ROAD, ON THE INSIDE OF A SHALLOW CURVE, IN A
 KK2097'LARGE, SLOPING, SMOOTH OUTCROP LEADING NORTHWEST FROM THE ROAD, IN
 KK2097'WEST CENTRAL SECTION 21, T 9 S, R 70 W.  OWNERSHIP--US FOREST
 KK2097'SERVICE.
 KK2097'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 67, DOUGLAS COUNTY ROAD
 KK2097'67, AND JEFFERSON COUNTY ROAD 126 AT DECKERS, GO WESTERLY ON ROAD 126
 KK2097'FOR 0.65 MI (1.05 KM) TO THE ENTRANCE TO THE LONE ROCK CAMPGROUND ON
 KK2097'THE LEFT.  CONTINUE AHEAD FOR 0.15 MI (0.24 KM) TO THE STATION ON THE
 KK2097'RIGHT.  CONTINUE AHEAD FOR 0.05 MI (0.08 KM) TO A TURNOUT ON THE
 KK2097'LEFT. PARK HERE AND WALK BACK TO STATION.
 KK2097'STATION MARK IS SET IN A DRILL HOLE IN THE 25 M (82.0 FT) LONG BY 15 M
 KK2097'(49.2 FT) WIDE SLOPING OUTCROP.  THIS OUTCROP HAS A VERY NOTICEABLE
 KK2097'BLACK STREAK ANGLING SOUTHEAST DOWN THE SLOPE.  IT IS 15.2 M
 KK2097'(49.9 FT) (SLOPE) NORTH OF, AND ABOUT 5 M (16.4 FT) HIGHER THAN THE
 KK2097'ROAD CENTER AND 3.5 M (11.5 FT) WEST OF TWO 3 M (9.8 FT) HIGH PINE
 KK2097'TREES GROWING FROM THE OUTCROP.
 KK2097'DESCRIBED BY G.R.HEID
 KK2097
 KK2097                          STATION RECOVERY (1992)
 KK2097
 KK2097'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1992
 KK2097'RECOVERED IN GOOD CONDITION.
 KK2097
 KK2097                          STATION RECOVERY (1994)
 KK2097
 KK2097'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1994 (KCH)
 KK2097'RECOVERED AS DESCRIBED.
 KK2097
 KK2097                          STATION RECOVERY (1995)
 KK2097
 KK2097'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (KAW)
 KK2097'RECOVERED AS DESCRIBED.
 KK2097
 KK2097                          STATION RECOVERY (2002)
 KK2097
 KK2097'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 2002 (JRB)
 KK2097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2150 ***********************************************************************
 KK2150  DESIGNATION -  KNOX 326
 KK2150  PID         -  KK2150
 KK2150  STATE/COUNTY-  CO/DENVER
 KK2150  USGS QUAD   -  DENVER INTERNATIONAL AIRPORT (1994)
 KK2150
 KK2150                         *CURRENT SURVEY CONTROL
 KK2150  ___________________________________________________________________
 KK2150* NAD 83(1992)-  39 51 27.08789(N)    104 39 09.85633(W)     ADJUSTED  
 KK2150* NAVD 88     -      1637.5    (meters)    5372.     (feet)  VERTCON   
 KK2150  ___________________________________________________________________
 KK2150  X           -  -1,240,542.140 (meters)                     COMP
 KK2150  Y           -  -4,744,606.938 (meters)                     COMP
 KK2150  Z           -   4,066,892.443 (meters)                     COMP
 KK2150  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 KK2150  ELLIP HEIGHT-        1619.59  (meters)          (12/03/02) GPS OBS
 KK2150  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 KK2150
 KK2150  HORZ ORDER  -  FIRST
 KK2150  ELLP ORDER  -  FOURTH    CLASS II
 KK2150
 KK2150.This mark is at Denver Intl Airport (DEN)
 KK2150
 KK2150.The horizontal coordinates were established by GPS observations
 KK2150.and adjusted by the National Geodetic Survey in March 1993..
 KK2150
 KK2150.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2150.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2150
 KK2150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK2150
 KK2150.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2150
 KK2150.The ellipsoidal height was determined by GPS observations
 KK2150.and is referenced to NAD 83.
 KK2150
 KK2150.The geoid height was determined by GEOID03.
 KK2150
 KK2150;                    North         East     Units Scale Factor Converg.
 KK2150;SPC CO C     -   529,848.750   986,903.575   MT  1.00002304   +0 32 03.7
 KK2150;SPC CO C     - 1,738,345.44  3,237,866.15   sFT  1.00002304   +0 32 03.7
 KK2150;UTM  13      - 4,412,001.706   529,703.738   MT  0.99961086   +0 13 21.2
 KK2150
 KK2150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2150!SPC CO C     -   0.99974598  x   1.00002304  =   0.99976902
 KK2150!UTM  13      -   0.99974598  x   0.99961086  =   0.99935694
 KK2150
 KK2150                          SUPERSEDED SURVEY CONTROL
 KK2150
 KK2150  ELLIP H (03/31/93) 1619.66   (m)                       GP(       ) 4 2
 KK2150  NGVD 29 (03/31/93) 1636.6    (m)         5369.     (f) GPS OBS        
 KK2150
 KK2150.Superseded values are not recommended for survey control.
 KK2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2150.See file dsdata.txt to determine how the superseded data were derived.
 KK2150
 KK2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE2970412002(NAD 83)
 KK2150_MARKER: DD = SURVEY DISK
 KK2150_SETTING: 0 = UNSPECIFIED SETTING
 KK2150_SP_SET: 10 X 10 FT CONCRETE WATER VAUL
 KK2150_STAMPING: KNOX 326
 KK2150_MARK LOGO: NGS   
 KK2150_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK2150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK2150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK2150+SATELLITE: SATELLITE OBSERVATIONS - 1992
 KK2150
 KK2150  HISTORY     - Date     Condition        Report By
 KK2150  HISTORY     - 1992     MONUMENTED       NOS
 KK2150  HISTORY     - 19940615 GOOD             NGS
 KK2150
 KK2150                          STATION DESCRIPTION
 KK2150
 KK2150'DESCRIBED BY NATIONAL OCEAN SERVICE 1992
 KK2150'THE STATION IS LOCATED AT THE DENVER INTERNATIONAL AIRPORT BETWEEN
 KK2150'RUNWAYS 17L-35R AND 17R-35L.
 KK2150'THE STATION IS 0.5 MI (0.8 KM) SOUTH OF THE CENTERLINE END OF RUNWAY
 KK2150'17L AND 0.6 MI (1.0 KM) WEST OF THE CENTERLINE OF 17L-35R, AND 298.5
 KK2150'FT (91.0 M) NORTH OF THE SECOND EAST-WEST TAXIWAY SOUTH OF RUNWAY END
 KK2150'17L (TAXIWAY WHICH CONNECTS RUNWAYS 17L-35R AND 17R-35L).
 KK2150'THE STATION IS A PLAIN DISK SET IN A DRILL HOLE ON THE SOUTHERNLY SIDE
 KK2150'OF A 10 FT (3.0 M) X 10 FT (3.0 M) CONCRETE WATER VAULT.
 KK2150'AN UPDATED DESCRIPTION SHOULD BE MADE WHEN CONSTRUCTION IN THE AREA
 KK2150'HAS BEEN COMPLETED.
 KK2150
 KK2150                          STATION RECOVERY (1994)
 KK2150
 KK2150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 KK2150'THE STATION IS LOCATED AT THE DENVER INTL AIRPORT BETWEEN RUUNWAY
 KK2150'17L-35R AND RUNWAY 17R-35L.  THE STATION IS 0.5 MILES (0.8 KM) SOUTH
 KK2150'AND 0.6 MILES (1.0 KM) WEST OF RUNWAY END 17L.  THE STATION IS LOCATED
 KK2150'298.5 FT (91.0 M) NORTH OF THE CENTERLINE OF THE SECOND EAST-WEST
 KK2150'TAXIWAY SOUTH OF RUNWAY END 17L AND CONNECTING RUNWAYS 17L-35R AND
 KK2150'17R-35L.  THE STATION IS 2 INCH PLAIN DISK SET IN A DRILL HOLE ON THE
 KK2150'SOUTHERLY SIDE OF A 10 FT (3.0 M) X 10 FT (3.0 M) CONCRETE WATER VAULT
 KK2150'AND STAMPED KNOX 326.  GO UP THE HILL BETWEEN THE 10TH AND 11TH
 KK2150'TAXIWAY LIGHTS WEST OF DRIVEWAY LEADING FROM FIRE STATION TO TAXIWAY
 KK2150'EC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3419 ***********************************************************************
 AA3419  DESIGNATION -  KOCH
 AA3419  PID         -  AA3419
 AA3419  STATE/COUNTY-  CO/EL PASO
 AA3419  USGS QUAD   -  PALMER LAKE (1994)
 AA3419
 AA3419                         *CURRENT SURVEY CONTROL
 AA3419  ___________________________________________________________________
 AA3419* NAD 83(1992)-  39 07 29.18304(N)    104 58 43.60450(W)     ADJUSTED  
 AA3419* NAVD 88     -      2742.0    (meters)    8996.     (feet)  GPS OBS   
 AA3419  ___________________________________________________________________
 AA3419  X           -  -1,281,118.471 (meters)                     COMP
 AA3419  Y           -  -4,788,292.393 (meters)                     COMP
 AA3419  Z           -   4,004,792.909 (meters)                     COMP
 AA3419  LAPLACE CORR-         -14.81  (seconds)                    DEFLEC99
 AA3419  ELLIP HEIGHT-        2726.49  (meters)          (12/03/02) GPS OBS
 AA3419  GEOID HEIGHT-         -15.48  (meters)                     GEOID03
 AA3419
 AA3419  HORZ ORDER  -  FIRST
 AA3419  ELLP ORDER  -  FOURTH    CLASS II
 AA3419
 AA3419.The horizontal coordinates were established by GPS observations
 AA3419.and adjusted by the National Geodetic Survey in December 1994..
 AA3419
 AA3419.The orthometric height was determined by GPS observations and a
 AA3419.high-resolution geoid model.
 AA3419
 AA3419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3419
 AA3419.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3419
 AA3419.The ellipsoidal height was determined by GPS observations
 AA3419.and is referenced to NAD 83.
 AA3419
 AA3419.The geoid height was determined by GEOID03.
 AA3419
 AA3419;                    North         East     Units Scale Factor Converg.
 AA3419;SPC CO C     -   448,289.101   959,470.787   MT  0.99993600   +0 19 43.4
 AA3419;SPC CO C     - 1,470,761.83  3,147,863.74   sFT  0.99993600   +0 19 43.4
 AA3419;UTM  13      - 4,330,623.147   501,834.329   MT  0.99960004   +0 00 48.2
 AA3419
 AA3419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3419!SPC CO C     -   0.99957241  x   0.99993600  =   0.99950844
 AA3419!UTM  13      -   0.99957241  x   0.99960004  =   0.99917262
 AA3419
 AA3419                          SUPERSEDED SURVEY CONTROL
 AA3419
 AA3419  ELLIP H (12/14/94) 2726.51   (m)                       GP(       ) 3 1
 AA3419
 AA3419.Superseded values are not recommended for survey control.
 AA3419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3419.See file dsdata.txt to determine how the superseded data were derived.
 AA3419
 AA3419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED0183430623(NAD 83)
 AA3419_MARKER: DD = SURVEY DISK
 AA3419_SETTING: 66 = SET IN ROCK OUTCROP
 AA3419_STAMPING: KOCH
 AA3419_MARK LOGO: DCGIS 
 AA3419_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA3419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3419+STABILITY: SURFACE MOTION
 AA3419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3419+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3419
 AA3419  HISTORY     - Date     Condition        Report By
 AA3419  HISTORY     - 1993     MONUMENTED       MSAM
 AA3419
 AA3419                          STATION DESCRIPTION
 AA3419
 AA3419'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1993 (KCH)
 AA3419'THE STATION IS LOCATED ABOUT 18 MILES (29.0 KM) SOUTH OF CASTLE ROCK,
 AA3419'COLORADO IN THE PIKE NATIONAL FOREST, IN SECTION 36, TOWNSHIP 10
 AA3419'SOUTH, RANGE 68 WEST OF THE 6TH. P.M., OWNERSHIP--US FOREST. TO REACH
 AA3419'THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 85 (SANTA FE DRIVE)
 AA3419'AND STATE HIGHWAY 67 IN SEDALIA, GO SOUTHWEST ON STATE HIGHWAY 67 FOR
 AA3419'9.8 MILES (15.8 KM) TO RAMPART RANGE ROAD (FOREST SERVICE ROAD 300) ON
 AA3419'THE SOUTH, GO SOUTH ON RAMPART RANGE ROAD FOR 27.8 MILES (44.7 KM) TO
 AA3419'FOREST SERVICE ROAD 324 ON THE EAST, GO EAST ON FOREST SERVICE ROAD
 AA3419'324 FOR 1.8 MILES (2.9 KM) TO A FORK IN THE ROAD, TAKE 324B EAST FOR
 AA3419'2.1 MILES (3.4 KM) TO THE STATION ON THE SOUTH, (RIGHT). THE STATION
 AA3419'IS A BRASS CAP SET IN A ROCK OUTCROPPING, THE STATION IS ON TOP OF 13
 AA3419'FOOT (4.0 M) HIGH BOULDER, 44.3 FEET (13.5 M) SOUTH OF FOREST SERVICE
 AA3419'ROAD 324B, AND 3.6 FEET (1.1 M) SOUTH OF A DOUGLAS COUNTY FIBERGLASS
 AA3419'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3464 ***********************************************************************
 AJ3464  DESIGNATION -  KOEPSELL
 AJ3464  PID         -  AJ3464
 AJ3464  STATE/COUNTY-  CO/GARFIELD
 AJ3464  USGS QUAD   -  PARACHUTE (1962)
 AJ3464
 AJ3464                         *CURRENT SURVEY CONTROL
 AJ3464  ___________________________________________________________________
 AJ3464* NAD 83(1992)-  39 25 42.65479(N)    108 04 27.76795(W)     ADJUSTED  
 AJ3464* NAVD 88     -      1561.5    (meters)    5123.     (feet)  GPS OBS   
 AJ3464  ___________________________________________________________________
 AJ3464  X           -  -1,530,918.020 (meters)                     COMP
 AJ3464  Y           -  -4,690,951.668 (meters)                     COMP
 AJ3464  Z           -   4,030,157.808 (meters)                     COMP
 AJ3464  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 AJ3464  ELLIP HEIGHT-        1545.35  (meters)          (12/03/02) GPS OBS
 AJ3464  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 AJ3464
 AJ3464  HORZ ORDER  -  FIRST
 AJ3464  ELLP ORDER  -  FOURTH    CLASS II
 AJ3464
 AJ3464.The horizontal coordinates were established by GPS observations
 AJ3464.and adjusted by the National Geodetic Survey in May 2001..
 AJ3464
 AJ3464.The orthometric height was determined by GPS observations and a
 AJ3464.high-resolution geoid model.
 AJ3464
 AJ3464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3464
 AJ3464.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3464
 AJ3464.The ellipsoidal height was determined by GPS observations
 AJ3464.and is referenced to NAD 83.
 AJ3464
 AJ3464.The geoid height was determined by GEOID03.
 AJ3464
 AJ3464;                    North         East     Units Scale Factor Converg.
 AJ3464;SPC CO C     -   485,019.818   692,784.208   MT  0.99995220   -1 37 25.1
 AJ3464;SPC CO C     - 1,591,269.19  2,272,909.52   sFT  0.99995220   -1 37 25.1
 AJ3464;UTM  12      - 4,368,416.373   751,820.772   MT  1.00038084   +1 51 32.7
 AJ3464;UTM  13      - 4,368,842.649   235,372.475   MT  1.00046229   -1 57 13.4
 AJ3464
 AJ3464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3464!SPC CO C     -   0.99975761  x   0.99995220  =   0.99970982
 AJ3464!UTM  12      -   0.99975761  x   1.00038084  =   1.00013836
 AJ3464!UTM  13      -   0.99975761  x   1.00046229  =   1.00021979
 AJ3464
 AJ3464                          SUPERSEDED SURVEY CONTROL
 AJ3464
 AJ3464.No superseded survey control is available for this station.
 AJ3464
 AJ3464_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ5182168416(NAD 83)
 AJ3464_MARKER: I = METAL ROD
 AJ3464_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3464_STAMPING: KOEPSELL 2000
 AJ3464_MARK LOGO: NGS   
 AJ3464_PROJECTION: PROJECTING 2 CENTIMETERS
 AJ3464_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ3464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3464+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2000
 AJ3464_ROD/PIPE-DEPTH: 4.6  meters
 AJ3464_SLEEVE-DEPTH  : 0.9 meters
 AJ3464
 AJ3464  HISTORY     - Date     Condition        Report By
 AJ3464  HISTORY     - 20001005 MONUMENTED       NGS
 AJ3464
 AJ3464                          STATION DESCRIPTION
 AJ3464
 AJ3464'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 AJ3464'THE STATION IS LOCATED ABOUT 2.4 MI SOUTH-SOUTHEAST OF MOUNT
 AJ3464'CALLAHAN, 2.1 MI SOUTHWEST OF PARACHUTE AND 0.1 MI NORTHWEST OF
 AJ3464'THE COLORADO RIVER, IN THE NORTHEAST 1/4 OF SECTION 23, T 7 S, R 96 W,
 AJ3464'AT INTERSTATE 70 MILEPOST 72.4. OWNERSHIP--COLORADO DEPT. OF
 AJ3464'TRANSPORTATION RIGHT-OF-WAY.
 AJ3464' 
 AJ3464'TO REACH THE STATION FROM INTERSTATE 70 AND THE OVERPASS FOR
 AJ3464'EXIT 75, PARACHUTE AND BATTLEMENT MESA EXIT, GO NORTH FOR 0.1 MI TO
 AJ3464'THE INTERSECTION OF THE NORTHERN FRONTAGE ROAD. TURN LEFT,
 AJ3464'WEST, FOR 2.5 MI, ON FIRST STREET IN THE TOWN OF PARACHUTE, AND
 AJ3464'CONTINUE ON THE NORTHERN FRONTAGE ROAD OUT OF TOWN TO A SHARP
 AJ3464'TURN AND AN OVERPASS OVER INTERSTATE 70 AND THE STATION JUST
 AJ3464'PAST THE INTERSECTION OF THE SOUTHERN ACCESS ROAD GOING EAST,
 AJ3464'WHICH HAS NO OUTLET AND ON THE LEFT SIDE OF THE ROAD.
 AJ3464' 
 AJ3464'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 4.6 M LONG STAINLESS
 AJ3464'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 0.9 M LONG GREASED PVC
 AJ3464'PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A
 AJ3464'CONCRETE COLLAR PROJECTING 2 CM ABOVE THE GROUND. IT IS 40.4 M
 AJ3464'SOUTH FROM THE SOUTHEAST CORNER OF THE OVERPASS, 16.2 M SOUTH
 AJ3464'FROM THE CENTER LINE OF THE SOUTHERN ACCESS ROAD GOING EAST, 12.4
 AJ3464'M EAST-NORTHEAST FROM THE CENTER LINE OF THE SOUTHERN ACCESS
 AJ3464'ROAD GOING WEST, 3.8 M EAST-NORTHEAST FROM THE GUARD RAIL AND 1.1
 AJ3464'M NORTH FROM A WITNESS POST.
 AJ3464'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9862 ***********************************************************************
 AG9862  DESIGNATION -  KOPETZKY
 AG9862  PID         -  AG9862
 AG9862  STATE/COUNTY-  CO/MORGAN
 AG9862  USGS QUAD   -  WIGGINS (1978)
 AG9862
 AG9862                         *CURRENT SURVEY CONTROL
 AG9862  ___________________________________________________________________
 AG9862* NAD 83(1992)-  40 07 53.00688(N)    104 01 06.79272(W)     ADJUSTED  
 AG9862* NAVD 88     -      1412.5    (meters)    4634.     (feet)  GPS OBS   
 AG9862  ___________________________________________________________________
 AG9862  X           -  -1,183,173.658 (meters)                     COMP
 AG9862  Y           -  -4,738,912.444 (meters)                     COMP
 AG9862  Z           -   4,090,048.733 (meters)                     COMP
 AG9862  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 AG9862  ELLIP HEIGHT-        1393.28  (meters)          (12/03/02) GPS OBS
 AG9862  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 AG9862
 AG9862  HORZ ORDER  -  FIRST
 AG9862  ELLP ORDER  -  FOURTH    CLASS II
 AG9862
 AG9862.The horizontal coordinates were established by GPS observations
 AG9862.and adjusted by the National Geodetic Survey in August 1998..
 AG9862
 AG9862.The orthometric height was determined by GPS observations and a
 AG9862.high-resolution geoid model.
 AG9862
 AG9862.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9862
 AG9862.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9862
 AG9862.The ellipsoidal height was determined by GPS observations
 AG9862.and is referenced to NAD 83.
 AG9862
 AG9862.The geoid height was determined by GEOID03.
 AG9862
 AG9862;                    North         East     Units Scale Factor Converg.
 AG9862;SPC CO N     -   394,463.660 1,040,654.405   MT  0.99995900   +0 57 26.0
 AG9862;SPC CO N     - 1,294,169.52  3,414,213.66   sFT  0.99995900   +0 57 26.0
 AG9862;UTM  13      - 4,442,802.091   583,615.886   MT  0.99968607   +0 37 57.4
 AG9862
 AG9862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9862!SPC CO N     -   0.99978148  x   0.99995900  =   0.99974048
 AG9862!UTM  13      -   0.99978148  x   0.99968607  =   0.99946761
 AG9862
 AG9862                          SUPERSEDED SURVEY CONTROL
 AG9862
 AG9862  ELLIP H (08/11/98) 1393.31   (m)                       GP(       ) 4 1
 AG9862
 AG9862.Superseded values are not recommended for survey control.
 AG9862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9862.See file dsdata.txt to determine how the superseded data were derived.
 AG9862
 AG9862_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE8361642802(NAD 83)
 AG9862_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9862_STAMPING: KOPETZKY 1997
 AG9862_MARK LOGO: NGS   
 AG9862_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9862+STABILITY: SURFACE MOTION
 AG9862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9862+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AG9862
 AG9862  HISTORY     - Date     Condition        Report By
 AG9862  HISTORY     - 1997     MONUMENTED       NGS
 AG9862
 AG9862                          STATION DESCRIPTION
 AG9862
 AG9862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AG9862'THE STATION IS LOCATED ABOUT 15 MI (24.1 KM) SOUTHWEST OF FORT MORGAN,
 AG9862'11 MI (17.7 KM) NORTHWEST OF ADENA AND 7.5 MI (12.1 KM)
 AG9862'SOUTH-SOUTHEAST OF WIGGINS, IN THE NORTHEAST 1/4 OF SECTION 19, T 2 N,
 AG9862'R 59 W.  OWNERSHIP--MORGAN COUNTY ROAD RIGHT-OF-WAY  TO REACH THE
 AG9862'STATION FROM THE INTERSECTION OF STATE HIGHWAY 52 AND MORGAN COUNTY
 AG9862'ROAD J, ABOUT 7 MI (11.3 KM) SOUTH OF WIGGINS, GO EAST ON COUNTY ROAD
 AG9862'J FOR 2.0 MI (3.2 KM) TO THE STATION ON THE RIGHT, AT THE INTERSECTION
 AG9862'OF COUNTY ROAD 7  THE MARK IS A STANDARD DISK SET INTO THE TOP OF A
 AG9862'ROUND 40 CM CONCRETE POST, PROJECTING 10 CM ABOVE THE GROUND.  IT IS
 AG9862'17.5 M (57.4 FT) SOUTH FROM A POWER POLE NUMBER 32344 WITH A
 AG9862'TRANSFORMER, 10.6 M (34.8 FT) WEST FROM THE CENTER OF COUNTY ROAD 7,
 AG9862'7.6 M (24.9 FT) SOUTH FROM THE CENTER OF COUNTY ROAD J, 0.85 M (2.79
 AG9862'FT) NORTH-NORTHEAST FROM A STREET SIGN, 0.8 M (2.6 FT) NORTHWEST FROM
 AG9862'A WITNESS POST, 0.7 M (2.3 FT) SOUTHEAST FROM A WITNESS POST AND ABOUT
 AG9862'THE SAME LEVEL AS THE ROADS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3564 ***********************************************************************
 AI3564  DESIGNATION -  KORTE
 AI3564  PID         -  AI3564
 AI3564  STATE/COUNTY-  CO/BOULDER
 AI3564  USGS QUAD   -  LYONS (1978)
 AI3564
 AI3564                         *CURRENT SURVEY CONTROL
 AI3564  ___________________________________________________________________
 AI3564* NAD 83(1992)-  40 10 18.56140(N)    105 22 00.20552(W)     ADJUSTED  
 AI3564* NAVD 88     -      2023.4    (meters)    6638.     (feet)  GPS OBS   
 AI3564  ___________________________________________________________________
 AI3564  X           -  -1,293,699.871 (meters)                     COMP
 AI3564  Y           -  -4,707,424.763 (meters)                     COMP
 AI3564  Z           -   4,093,878.112 (meters)                     COMP
 AI3564  LAPLACE CORR-         -22.95  (seconds)                    DEFLEC99
 AI3564  ELLIP HEIGHT-        2008.95  (meters)          (12/03/02) GPS OBS
 AI3564  GEOID HEIGHT-         -14.46  (meters)                     GEOID03
 AI3564
 AI3564  HORZ ORDER  -  FIRST
 AI3564  ELLP ORDER  -  FOURTH    CLASS II
 AI3564
 AI3564.The horizontal coordinates were established by GPS observations
 AI3564.and adjusted by the National Geodetic Survey in February 2000..
 AI3564
 AI3564.The orthometric height was determined by GPS observations and a
 AI3564.high-resolution geoid model.
 AI3564
 AI3564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3564
 AI3564.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3564
 AI3564.The ellipsoidal height was determined by GPS observations
 AI3564.and is referenced to NAD 83.
 AI3564
 AI3564.The geoid height was determined by GEOID03.
 AI3564
 AI3564;                    North         East     Units Scale Factor Converg.
 AI3564;SPC CO N     -   397,906.809   925,753.741   MT  0.99995779   +0 05 10.0
 AI3564;SPC CO N     - 1,305,465.92  3,037,243.73   sFT  0.99995779   +0 05 10.0
 AI3564;UTM  13      - 4,446,892.594   468,775.136   MT  0.99961200   -0 14 11.6
 AI3564
 AI3564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3564!SPC CO N     -   0.99968495  x   0.99995779  =   0.99964275
 AI3564!UTM  13      -   0.99968495  x   0.99961200  =   0.99929707
 AI3564
 AI3564                          SUPERSEDED SURVEY CONTROL
 AI3564
 AI3564  ELLIP H (02/17/00) 2008.96   (m)                       GP(       ) 4 2
 AI3564
 AI3564.Superseded values are not recommended for survey control.
 AI3564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3564.See file dsdata.txt to determine how the superseded data were derived.
 AI3564
 AI3564_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE6877546893(NAD 83)
 AI3564_MARKER: DH = HORIZONTAL CONTROL DISK
 AI3564_SETTING: 66 = SET IN ROCK OUTCROP
 AI3564_STAMPING: KORTE 1999
 AI3564_MARK LOGO: NGS   
 AI3564_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3564_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI3564+STABILITY: POSITION/ELEVATION WELL
 AI3564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3564+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3564
 AI3564  HISTORY     - Date     Condition        Report By
 AI3564  HISTORY     - 1999     MONUMENTED       NGS
 AI3564
 AI3564                          STATION DESCRIPTION
 AI3564
 AI3564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI3564'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) NORTHWEST OF BOULDER, 6.2
 AI3564'MI (10.0 KM) SOUTHWEST OF LYONS AND 3.9 MI (6.3 KM) EAST OF RIVERSIDE,
 AI3564'IN THE NORTHEAST 1/4 OF SECTION 5, T 2 N, R 71 W, AT STATE HIGHWAY 7
 AI3564'MILEPOST 25.45.  OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION
 AI3564'RIGHT-OF-WAY
 AI3564'TO REACH THE STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY 36 AND
 AI3564'STATE HIGHWAY 7 IN LYONS, GO SOUTHWESTERLY 7.55 MI (12.15 KM) TO THE
 AI3564'STATION ON THE LEFT, AT A PICNIC AND CAMPING GROUNDS TURNOFF NEXT TO
 AI3564'THE CREEK
 AI3564'THE MARK IS A STANDARD DISK SET INTO THE TOP OF GRANITE ROCK OUTCROP
 AI3564'MEASURING 2 M (6.6 FT) BY 2 M (6.6 FT) AND PROJECTING 1 CM ABOVE THE
 AI3564'GROUND BETWEEN THE HIGHWAY AND THE ROAD THROUGH THE TURNOFF.  IT IS
 AI3564'36.8 M (120.7 FT) WEST-SOUTHWEST FROM THE EASTERN ENTRANCE TO THE
 AI3564'ROADSIDE REST AND THE HIGHWAY, 32.7 M (107.3 FT) NORTHEAST FROM THE
 AI3564'NORTHEAST CORNER OF THE OUTHOUSE, 23.5 M (77.1 FT) SOUTHEAST FROM A
 AI3564'CONCRETE PROJECT MARK NUMBER 330, 11.4 M (37.4 FT) SOUTH-SOUTHWEST
 AI3564'FROM THE CENTER LINE OF STATE HIGHWAY 7, 9.8 M (32.2 FT)
 AI3564'NORTH-NORTHWEST FROM THE CENTER OF THE ROAD GOING THROUGH THE REST
 AI3564'AREA, 1.5 M (4.9 FT) NORTH FROM THE EDGE OF A CUT, 0.9 M (3.0 FT)
 AI3564'NORTH-NORTHWEST FROM A WITNESS POST AND ABOUT 0.6 M (2.0 FT) BELOW THE
 AI3564'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0602 ***********************************************************************
 LM0602  DESIGNATION -  KRAFT
 LM0602  PID         -  LM0602
 LM0602  STATE/COUNTY-  CO/ROUTT
 LM0602  USGS QUAD   -  GORE MOUNTAIN (1980)
 LM0602
 LM0602                         *CURRENT SURVEY CONTROL
 LM0602  ___________________________________________________________________
 LM0602* NAD 83(1992)-  40 10 11.68370(N)    106 41 58.67905(W)     ADJUSTED  
 LM0602* NAVD 88     -      3158.2    (meters)   10362.     (feet)  VERTCON   
 LM0602  ___________________________________________________________________
 LM0602  LAPLACE CORR-           7.62  (seconds)                    DEFLEC99
 LM0602  GEOID HEIGHT-         -12.34  (meters)                     GEOID03
 LM0602
 LM0602  HORZ ORDER  -  THIRD
 LM0602
 LM0602.The horizontal coordinates were established by classical geodetic methods
 LM0602.and adjusted by the National Geodetic Survey in January 1993..
 LM0602
 LM0602.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0602
 LM0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0602
 LM0602.The geoid height was determined by GEOID03.
 LM0602
 LM0602;                    North         East     Units Scale Factor Converg.
 LM0602;SPC CO N     -   398,377.328   812,222.320   MT  0.99995784   -0 46 30.4
 LM0602;SPC CO N     - 1,307,009.62  2,664,766.06   sFT  0.99995784   -0 46 30.4
 LM0602;UTM  13      - 4,448,000.952   355,276.456   MT  0.99985784   -1 05 47.6
 LM0602
 LM0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0602!SPC CO N     -   0.99950673  x   0.99995784  =   0.99946459
 LM0602!UTM  13      -   0.99950673  x   0.99985784  =   0.99936464
 LM0602
 LM0602:                Primary Azimuth Mark                     Grid Az
 LM0602:SPC CO N     -  GREENRIDGE                               242 28 54.1
 LM0602:UTM  13      -  GREENRIDGE                               242 48 11.3
 LM0602
 LM0602|---------------------------------------------------------------------|
 LM0602| PID    Reference Object                     Distance      Geod. Az  |
 LM0602|                                                           dddmmss.s |
 LM0602| LM0603 GREENRIDGE                          APPROX. 9.0 KM 2414223.7 |
 LM0602|---------------------------------------------------------------------|
 LM0602
 LM0602                          SUPERSEDED SURVEY CONTROL
 LM0602
 LM0602  NAD 83(1986)-  40 10 11.67938(N)    106 41 58.67752(W) AD(       ) 3
 LM0602  NAD 27      -  40 10 11.73525(N)    106 41 56.52482(W) AD(       ) 3
 LM0602  NGVD 29 (07/19/86) 3156.7    (m)        10357.     (f) VERT ANG       
 LM0602
 LM0602.Superseded values are not recommended for survey control.
 LM0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0602.See file dsdata.txt to determine how the superseded data were derived.
 LM0602
 LM0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE5527648001(NAD 83)
 LM0602
 LM0602  HISTORY     - Date     Condition        Report By
 LM0602  HISTORY     - 1955     MONUMENTED       USGS
 LM0602  HISTORY     - 1976     MARK NOT FOUND   USGS
 LM0602
 LM0602                          STATION DESCRIPTION
 LM0602
 LM0602'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 LM0602'LOCATED ABOUT 10 MI. (AIRLINE) NE. OF TOPONAS, ROUTT COUNTY, ABOUT
 LM0602'10 MI. (AIRLINE) NW. OF GORE PASS ON STATE HIGHWAY 84, ABOUT 2 MI. E.
 LM0602'OF MORRISON CREEK, ABOUT 1 MI. N. OF NORTH FORK MORRISON CREEK, IN
 LM0602'SEC. 4, T 2 N, R 83 W, ON A TOP.
 LM0602'
 LM0602'TO REACH FROM TOPONAS, GO E. ON STATE HIGHWAY 84 9.0 MI. TO RD. ON
 LM0602'LEFT AND FOREST SERVICE SIGN READING --LYNX PASS GUARD STATION 3
 LM0602'MORRISON CREEK 6 YAMPA RIVER 20--.  TURN LEFT (N.), GO 7.1 MI. TO
 LM0602'NORTH FORK MORRISON CREEK.  END OF TRUCK TRAVEL.  GO NE. ALONG
 LM0602'NORTH FORK MORRISON CREEK ABOUT 1 MI., THEN NE. ABOUT 1 MI. TO
 LM0602'HIGHEST POINT AND STATION, ABOUT 1/2-HOUR PACK.
 LM0602'
 LM0602'SEARCHED FOR AND NOT FOUND.
 LM0602'
 LM0602'STATION MARK--STANDARD TABLET CEMENTED IN ROCK OUTCROP, STAMPED
 LM0602'---KRAFT 1955---.
 LM0602'
 LM0602'REFERENCE MARK NO. 1--DRILL HOLE IN ROCK OUTCROP, 14.4 FT. FROM
 LM0602'STATION MARK, S 37 DEG 58 MIN E.
 LM0602'
 LM0602'REFERENCE MARK NO. 2--DRILL HOLE IN ROCK OUTCROP, 12.2 FT. FROM
 LM0602'STATION MARK, S 51 DEG 58 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE7513 ***********************************************************************
 AE7513  DESIGNATION -  KRAFT
 AE7513  PID         -  AE7513
 AE7513  STATE/COUNTY-  CO/GUNNISON
 AE7513  USGS QUAD   -  CRESTED BUTTE (1961)
 AE7513
 AE7513                         *CURRENT SURVEY CONTROL
 AE7513  ___________________________________________________________________
 AE7513* NAD 83(1992)-  38 52 14.60903(N)    106 58 54.84234(W)     ADJUSTED  
 AE7513* NAVD 88     -      2707.9    (meters)    8884.     (feet)  GPS OBS   
 AE7513  ___________________________________________________________________
 AE7513  X           -  -1,452,883.761 (meters)                     COMP
 AE7513  Y           -  -4,757,543.297 (meters)                     COMP
 AE7513  Z           -   3,982,844.217 (meters)                     COMP
 AE7513  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 AE7513  ELLIP HEIGHT-        2693.75  (meters)          (12/03/02) GPS OBS
 AE7513  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 AE7513
 AE7513  HORZ ORDER  -  B
 AE7513  ELLP ORDER  -  FOURTH    CLASS II
 AE7513
 AE7513.The horizontal coordinates were established by GPS observations
 AE7513.and adjusted by the National Geodetic Survey in February 1998..
 AE7513
 AE7513.The orthometric height was determined by GPS observations and a
 AE7513.high-resolution geoid model.
 AE7513
 AE7513.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7513
 AE7513.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7513
 AE7513.The ellipsoidal height was determined by GPS observations
 AE7513.and is referenced to NAD 83.
 AE7513
 AE7513.The geoid height was determined by GEOID03.
 AE7513
 AE7513;                    North         East     Units Scale Factor Converg.
 AE7513;SPC CO C     -   421,007.095   785,809.748   MT  0.99994395   -0 56 04.6
 AE7513;SPC CO C     - 1,381,254.11  2,578,110.81   sFT  0.99994395   -0 56 04.6
 AE7513;UTM  13      - 4,304,297.522   328,064.538   MT  0.99996403   -1 14 38.7
 AE7513
 AE7513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7513!SPC CO C     -   0.99957753  x   0.99994395  =   0.99952151
 AE7513!UTM  13      -   0.99957753  x   0.99996403  =   0.99954158
 AE7513
 AE7513                          SUPERSEDED SURVEY CONTROL
 AE7513
 AE7513  ELLIP H (02/27/98) 2693.76   (m)                       GP(       ) 4 1
 AE7513
 AE7513.Superseded values are not recommended for survey control.
 AE7513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7513.See file dsdata.txt to determine how the superseded data were derived.
 AE7513
 AE7513_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD2806504298(NAD 83)
 AE7513_MARKER: I = METAL ROD
 AE7513_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE7513_STAMPING: KRAFT 1995
 AE7513_MARK LOGO: NGS   
 AE7513_PROJECTION: FLUSH
 AE7513_MAGNETIC: I = MARKER IS A STEEL ROD
 AE7513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7513+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE7513_ROD/PIPE-DEPTH: 2.3  meters
 AE7513_SLEEVE-DEPTH  : 0.9 meters
 AE7513
 AE7513  HISTORY     - Date     Condition        Report By
 AE7513  HISTORY     - 1995     MONUMENTED       NGS
 AE7513
 AE7513                          STATION DESCRIPTION
 AE7513
 AE7513'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 AE7513'THE STATION IS LOCATED IN THE TOWN OF CRESTED BUTTE, IN THE NORTHEAST
 AE7513'1/4 OF SECTION 3, T 14 S, R 68 W.  OWNERSHIP--TOWN OF CRESTED BUTTE
 AE7513'TO REACH THE STATION IN CRESTED BUTTE, GO TO THE INTERSECTION OF FIFTH
 AE7513'STREET AND MAROON AVENUE AND THE STATION EAST OF THE OLD HIGH SCHOOL
 AE7513'BUILDING  THE MARK IS A PUNCH HOLE, TOP CENTER ON A 2.3 M (7.5 FT)
 AE7513'LONG STATINLESS STEEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 0.9 M (3.0
 AE7513'FT) LONG GREASED PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO
 AE7513'LID, SURROUNED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 81.6
 AE7513'M (267.7 FT) WEST OF THE CENTER LINE OF SIXTH STREET, 57.2 M (187.7
 AE7513'FT) EAST OF THE CENTER LINE OF FIFTH STREET, 27.6 M (90.6 FT) EAST OF
 AE7513'A FLAGPOLE, 14.0 M (45.9 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 AE7513'THE OLD CRESTED BUTTE HIGH SCHOOL, 12.3 M (40.4 FT) NORTH OF THE
 AE7513'NORTHEAST CORNER OF THE NEW SCHOOL ANNEX AND 7.6 M (24.9 FT) NORTH OF
 AE7513'THE EXTENDED CENTER OF MAROON AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0433 ***********************************************************************
 KJ0433  DESIGNATION -  KRAMER
 KJ0433  PID         -  KJ0433
 KJ0433  STATE/COUNTY-  CO/KIT CARSON
 KJ0433  USGS QUAD   -  SETTLEMENT (1969)
 KJ0433
 KJ0433                         *CURRENT SURVEY CONTROL
 KJ0433  ___________________________________________________________________
 KJ0433* NAD 83(1992)-  39 27 52.76786(N)    102 27 39.10810(W)     ADJUSTED  
 KJ0433* NAVD 88     -      1288.6    (meters)    4228.     (feet)  VERTCON   
 KJ0433  ___________________________________________________________________
 KJ0433  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 KJ0433  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 KJ0433
 KJ0433  HORZ ORDER  -  FIRST
 KJ0433
 KJ0433.The horizontal coordinates were established by classical geodetic methods
 KJ0433.and adjusted by the National Geodetic Survey in January 1993..
 KJ0433
 KJ0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0433
 KJ0433.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0433
 KJ0433.The geoid height was determined by GEOID03.
 KJ0433
 KJ0433;                    North         East     Units Scale Factor Converg.
 KJ0433;SPC CO C     -   490,266.149 1,175,880.416   MT  0.99995600   +1 55 00.3
 KJ0433;SPC CO C     - 1,608,481.52  3,857,867.66   sFT  0.99995600   +1 55 00.3
 KJ0433;SPC CO N     -   323,863.248 1,175,902.636   MT  1.00005022   +1 57 49.3
 KJ0433;SPC CO N     - 1,062,541.34  3,857,940.56   sFT  1.00005022   +1 57 49.3
 KJ0433;UTM  13      - 4,371,419.740   718,436.869   MT  1.00018751   +1 36 52.3
 KJ0433
 KJ0433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0433!SPC CO C     -   0.99980140  x   0.99995600  =   0.99975740
 KJ0433!SPC CO N     -   0.99980140  x   1.00005022  =   0.99985161
 KJ0433!UTM  13      -   0.99980140  x   1.00018751  =   0.99998887
 KJ0433
 KJ0433|---------------------------------------------------------------------|
 KJ0433| PID    Reference Object                     Distance      Geod. Az  |
 KJ0433|                                                           dddmmss.s |
 KJ0433| CP7545 KRAMER RM 1                          17.523 METERS 12145     |
 KJ0433| KJ0427 BURLINGTON RAD STA KCK 487 MST      APPROX.25.4 KM 1371525.0 |
 KJ0433| CP7544 KRAMER AZ MK                                       1451232.4 |
 KJ0433| CP7546 KRAMER RM 2                          17.640 METERS 23938     |
 KJ0433| KJ0435 REPUBLICAN                          APPROX.11.9 KM 2865302.8 |
 KJ0433|---------------------------------------------------------------------|
 KJ0433
 KJ0433                          SUPERSEDED SURVEY CONTROL
 KJ0433
 KJ0433  NAD 83(1986)-  39 27 52.76438(N)    102 27 39.10585(W) AD(       ) 1
 KJ0433  NAD 27      -  39 27 52.79045(N)    102 27 37.39429(W) AD(       ) 1
 KJ0433  NGVD 29 (07/19/86) 1288.1    (m)         4226.     (f) VERT ANG       
 KJ0433
 KJ0433.Superseded values are not recommended for survey control.
 KJ0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0433.See file dsdata.txt to determine how the superseded data were derived.
 KJ0433
 KJ0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD1843771420(NAD 83)
 KJ0433_MARKER: DS = TRIANGULATION STATION DISK
 KJ0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0433_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KJ0433
 KJ0433  HISTORY     - Date     Condition        Report By
 KJ0433  HISTORY     - 1968     MONUMENTED       CGS
 KJ0433  HISTORY     - 1969     GOOD             USGS
 KJ0433
 KJ0433                          STATION DESCRIPTION
 KJ0433
 KJ0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KJ0433'THE STATION IS LOCATED ON THE PROPERTY OWNED BY MR. WILLIAM
 KJ0433'KRAMER, IN THE SW 1/4 OF SEC. 5 T. 7 S. 45 W., ABOUT 12 MILES
 KJ0433'EAST AND 14 MILES SOUTH OF JOES, 10 MILES WEST AND 12 MILES NORTH
 KJ0433'OF BURLINGTON, 2 MILES WEST AND 12 MILES NORTH OF BETHUNE.
 KJ0433'
 KJ0433'TO REACH THE STATION FROM THE POST OFFICE IN JOES, GO EAST ON
 KJ0433'U.S. HIGHWAY 36 FOR 12.8 MILES TO A CROSSROAD AND SIGN
 KJ0433'BETHUNE.  TURN RIGHT AND GO SOUTH ON A GRAVELED ROAD FOR 13.0
 KJ0433'MILES TO THE STARTING OF A PAVED ROAD AND A SCHOOL HOUSE ON THE
 KJ0433'RIGHT.  CONTINUE SOUTH ON THE PAVED ROAD FOR 1.0 MILE TO A
 KJ0433'CROSSROAD.  TURN RIGHT AND GO WEST FOR 1.65 MILES TO THE AZIMUTH
 KJ0433'MARK ON THE RIGHT.  CONTINUE WEST FOR 0.35 MILE TO A
 KJ0433'CROSSROAD.  TURN RIGHT AND GO NORTH ABOUT 150 FEET TO A
 KJ0433'GATE.  PASS THROUGH THE GATE AND CONTINUE NORTH FOR 0.25 MILE
 KJ0433'TO A GATE.  PASS THROUGH THE GATE, THENCE TURN RIGHT AND GO
 KJ0433'EAST ALONG THE NORTH SIDE OF A WIRE FENCE FOR 0.2 MILE TO
 KJ0433'THE TOP OF HILL AND THE STATION.
 KJ0433'
 KJ0433'THE STATION MARK IS A STANDARD DISK STAMPED KRAMER 1968,
 KJ0433'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KJ0433'IS FLUSH WITH THE GROUND.  IT IS 56.1 FEET NORTHWEST OF A METAL
 KJ0433'WITNESS POST AND 31 FEET NORTH OF AN EAST-WEST WIRE FENCE.
 KJ0433'
 KJ0433'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KRAMER NO 1 1968,
 KJ0433'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KJ0433'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 1.9 FEET EAST OF THE
 KJ0433'METAL WITNESS POST AND 1 FOOT NORTH OF THE EAST-WEST WIRE FENCE.
 KJ0433'
 KJ0433'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KRAMER NO 2 1968,
 KJ0433'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KJ0433'PROJECTS 5 INCHES ABOVE THE GROUND.  IT IS 97 FEET WEST OF THE
 KJ0433'METAL WITNESS POST, 1 FOOT NORTH OF THE EAST-WEST WIRE FENCE
 KJ0433'AND ABOUT 1 FOOT LOWER THAN THE STATION MARK.
 KJ0433'
 KJ0433'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KRAMER 1968, SET IN
 KJ0433'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 KJ0433'4 INCHES ABOVE THE GROUND.  IT IS 38 FEET NORTH OF THE CENTER OF A
 KJ0433'GRAVELED ROAD, 2 FEET EAST OF A METAL WITNESS POST, 1.6 FEET
 KJ0433'SOUTHWEST OF TELEPHONE POLE NUMBER 300 AND 1 FOOT SOUTH OF AN
 KJ0433'EAST-WEST WIRE FENCE.
 KJ0433'
 KJ0433'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 KJ0433
 KJ0433                          STATION RECOVERY (1969)
 KJ0433
 KJ0433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (GDF)
 KJ0433'THE DESCRIPTION GIVEN WAS VERIFIED AND REQUIRES NO ADDITIONS OR
 KJ0433'CORRECTIONS.
 KJ0433'
 KJ0433'STATION MARK IS A  STANDARD DISK SET IN CONCRETE POST AND
 KJ0433'STAMPED KRAMER 1968.
 KJ0433'
 KJ0433'REFERENCE MARK NO. 1 IS A  STANDARD DISK SET IN
 KJ0433'CONCRETE POST AND STAMPED KRAMER NO. 1 1968.
 KJ0433'
 KJ0433'REFERENCE MARK NO. 2 IS A  STANDARD DISK SET IN
 KJ0433'CONCRETE POST AND STAMPED KRAMER NO. 2 1968.
 KJ0433'
 KJ0433'STATION REPUBLICAN IS VISIBLE FROM THE GROUND AND WILL
 KJ0433'SERVE AS AN AZIMUTH MARK.  STATIONS KROEGER 1968 , AND
 KJ0433'STOLZ E.T. 1969 USGS ARE ALSO VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1301 ***********************************************************************
 LL1301  DESIGNATION -  KRAMER
 LL1301  PID         -  LL1301
 LL1301  STATE/COUNTY-  CO/LARIMER
 LL1301  USGS QUAD   -  LAPORTE (1979)
 LL1301
 LL1301                         *CURRENT SURVEY CONTROL
 LL1301  ___________________________________________________________________
 LL1301* NAD 83(1992)-  40 40 54.52219(N)    105 10 05.39700(W)     ADJUSTED  
 LL1301* NAVD 88     -      1757.     (meters)    5764.     (feet)  SCALED    
 LL1301  ___________________________________________________________________
 LL1301  LAPLACE CORR-         -17.01  (seconds)                    DEFLEC99
 LL1301  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 LL1301
 LL1301  HORZ ORDER  -  SECOND
 LL1301
 LL1301.The horizontal coordinates were established by classical geodetic methods
 LL1301.and adjusted by the National Geodetic Survey in January 1993..
 LL1301
 LL1301.The orthometric height was scaled from a topographic map.
 LL1301
 LL1301.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1301
 LL1301.The geoid height was determined by GEOID03.
 LL1301
 LL1301;                    North         East     Units Scale Factor Converg.
 LL1301;SPC CO N     -   454,579.418   942,454.105   MT  0.99998510   +0 12 51.9
 LL1301;SPC CO N     - 1,491,399.31  3,092,034.84   sFT  0.99998510   +0 12 51.9
 LL1301;UTM  13      - 4,503,449.716   485,789.198   MT  0.99960249   -0 06 34.6
 LL1301
 LL1301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1301!SPC CO N     -   0.99972681  x   0.99998510  =   0.99971191
 LL1301!UTM  13      -   0.99972681  x   0.99960249  =   0.99932941
 LL1301
 LL1301:                Primary Azimuth Mark                     Grid Az
 LL1301:SPC CO N     -  DOVER                                    067 38 08.4
 LL1301:UTM  13      -  DOVER                                    067 57 34.9
 LL1301
 LL1301|---------------------------------------------------------------------|
 LL1301| PID    Reference Object                     Distance      Geod. Az  |
 LL1301|                                                           dddmmss.s |
 LL1301| LL1280 DOVER                               APPROX.25.8 KM 0675100.3 |
 LL1301| CP7542 KRAMER RM 1                           5.738 METERS 18732     |
 LL1301| CP7543 KRAMER RM 2                           3.480 METERS 34306     |
 LL1301|---------------------------------------------------------------------|
 LL1301
 LL1301                          SUPERSEDED SURVEY CONTROL
 LL1301
 LL1301  NAD 83(1986)-  40 40 54.50798(N)    105 10 05.39780(W) AD(       ) 2
 LL1301  NAD 27      -  40 40 54.57590(N)    105 10 03.46040(W) AD(       ) 2
 LL1301
 LL1301.Superseded values are not recommended for survey control.
 LL1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1301.See file dsdata.txt to determine how the superseded data were derived.
 LL1301
 LL1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF8578903450(NAD 83)
 LL1301_MARKER: DS = TRIANGULATION STATION DISK
 LL1301_SETTING: 80 = SET IN A BOULDER
 LL1301_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LL1301_STAMPING: KRAMER 1960
 LL1301_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL1301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1301
 LL1301  HISTORY     - Date     Condition        Report By
 LL1301  HISTORY     - 1960     MONUMENTED       CGS
 LL1301  HISTORY     - 19820204 GOOD             NGS
 LL1301
 LL1301                          STATION DESCRIPTION
 LL1301
 LL1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (CTH)
 LL1301'THE STATION IS LOCATED, AIRLINE, ABOUT 7 MILES NORTH AND ABOUT
 LL1301'3-1/2 WEST OF FORT COLLINS, IN SECTION 7, TOWNSHIP 8 N, RANGE
 LL1301'69 W, ON A PROMINENT NORTH-SOUTH ROCKY RIDGE THAT BREAKS OFF
 LL1301'SHARPLY TO THE WEST AND IS LOCATED ON PROPERTY OWNED BY MR.
 LL1301'W.M. KRAMER.
 LL1301'
 LL1301'TO REACH THE STATION FROM A STORE AND SERVICE STATION CALLED
 LL1301'TEDS PLACE AT THE JUNCTION OF U.S. HIGHWAY 287 AND STATE
 LL1301'HIGHWAY 14 WHICH IS ABOUT 10 MILES NORTHWEST OF FORT COLLINS,
 LL1301'GO NORTH AND EAST ON U.S. HIGHWAY 287 FOR 1.1 MILES TO A GATE
 LL1301'ON THE RIGHT.  TURN RIGHT, PASS THROUGH THE GATE, CROSS OVER
 LL1301'THE TRACKS, TURN LEFT AND GO EAST FOR 0.5 MILE, TURN RIGHT
 LL1301'UP THE VERY STEEP HILL, SOUTHERLY FOR 0.1 MILE TO A POLE GATE
 LL1301'AND THE AZIMUTH MARK WHICH IS 15 FEET NORTHEAST OF THE NORTH
 LL1301'END OF THE GATE.  PASS THROUGH THE GATE, TURN LEFT AND GO
 LL1301'NORTHEASTERLY UP THE DRAW FOR 0.3 MILE TO THE BASE OF THE
 LL1301'STATION HILL.  PACK NORTHERLY UP THE HILL FOR ABOUT 100 YARDS TO
 LL1301'THE HIGHEST POINT AND THE STATION.
 LL1301'
 LL1301'THE STATION IS A STANDARD DISK STAMPED KRAMER 1960 SET IN A
 LL1301'DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS ABOUT 3 FEET ABOVE
 LL1301'THE SURROUNDING SURFACE.  IT IS 15 FEET EAST OF THE WEST EDGE
 LL1301'OF THE RIDGE.
 LL1301'
 LL1301'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED KRAMER
 LL1301'NO 1 1960 SET IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS
 LL1301'ABOUT 2 FEET ABOVE THE SURROUNDING SURFACE AND IS ABOUT 4
 LL1301'FEET LOWER THAN THE STATION.
 LL1301'
 LL1301'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED KRAMER NO 2
 LL1301'1960 SET IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS ABOUT 2
 LL1301'FEET ABOVE THE SURROUNDING SURFACE AND IS ABOUT 2 FEET HIGHER
 LL1301'THAN THE STATION.
 LL1301'
 LL1301'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KRAMER 1960 SET
 LL1301'IN A DRILL HOLE IN A LARGE BOULDER WHICH PROJECTS ABOUT 3 FEET
 LL1301'ABOVE THE GROUND.  IT IS 15 FEET NORTHEAST OF THE NORTH END OF
 LL1301'A POLE GATE.
 LL1301
 LL1301                          STATION RECOVERY (1982)
 LL1301
 LL1301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 LL1301'THE STATION MARK REFERENCE MARK 1 2 AND THE AZIMUTH MARK WERE
 LL1301'RECOVERED IN FAIR TO GOOD CONDITION.  A NEW REFERENCE MARK WAS, SET AS
 LL1301'THE TWO OLD REFERENCE MARKS COULD BE MOVED AS THEY ARE NOW IN LOOSE
 LL1301'BEDROCK.  THE DESCRIPTION AND TO REACH OF 1960 IS STILL GOOD AS ARE
 LL1301'THE DIRECTIONS OF THE MARKS.  THE DISTANCE TO REFERENCE MARK 1 DID NOT
 LL1301'AGREE BY 20 MM BUT THE OTHER DISTANCE AND ANGLES CHECKED WITHIN
 LL1301'LIMITS.  OWNERSHIP--MR. SILAS M. HALLIBURTON AND MR. F. RAY DEGOOD
 LL1301'P.O. BOX 864 LOVELAND COLORADO 80537.
 LL1301' 
 LL1301'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED--KRAMER 1960 NO
 LL1301'3 1982--, SET IN A DRILL HOLE IN BEDROCK WHICH IS FLUSH WITH THE
 LL1301'SURROUNDING SURFACE AND ABOUT 0.6 LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0689 ***********************************************************************
 LM0689  DESIGNATION -  KREMMLING
 LM0689  PID         -  LM0689
 LM0689  STATE/COUNTY-  CO/GRAND
 LM0689  USGS QUAD   -  JUNCTION BUTTE (1980)
 LM0689
 LM0689                         *CURRENT SURVEY CONTROL
 LM0689  ___________________________________________________________________
 LM0689* NAD 83(1992)-  40 01 41.99506(N)    106 21 09.65507(W)     ADJUSTED  
 LM0689* NAVD 88     -      2672.6    (meters)    8768.     (feet)  VERTCON   
 LM0689  ___________________________________________________________________
 LM0689  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 LM0689  GEOID HEIGHT-         -12.84  (meters)                     GEOID03
 LM0689
 LM0689  HORZ ORDER  -  THIRD
 LM0689
 LM0689.The horizontal coordinates were established by classical geodetic methods
 LM0689.and adjusted by the National Geodetic Survey in January 1993..
 LM0689
 LM0689.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0689
 LM0689.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0689
 LM0689.The geoid height was determined by GEOID03.
 LM0689
 LM0689;                    North         East     Units Scale Factor Converg.
 LM0689;SPC CO N     -   382,316.121   841,621.846   MT  0.99996434   -0 33 03.4
 LM0689;SPC CO N     - 1,254,315.47  2,761,221.01   sFT  0.99996434   -0 33 03.4
 LM0689;UTM  13      - 4,431,778.165   384,581.333   MT  0.99976399   -0 52 12.3
 LM0689
 LM0689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0689!SPC CO N     -   0.99958291  x   0.99996434  =   0.99954726
 LM0689!UTM  13      -   0.99958291  x   0.99976399  =   0.99934700
 LM0689
 LM0689                          SUPERSEDED SURVEY CONTROL
 LM0689
 LM0689  NAD 83(1992)-  40 01 41.98928(N)    106 21 09.65116(W) AD(       ) 3
 LM0689  NGVD 29 (10/17/91) 2671.3    (m)         8764.     (f) VERT ANG       
 LM0689
 LM0689.Superseded values are not recommended for survey control.
 LM0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0689.See file dsdata.txt to determine how the superseded data were derived.
 LM0689
 LM0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE8458131778(NAD 83)
 LM0689_MARKER: DD = SURVEY DISK
 LM0689_SETTING: 0 = UNSPECIFIED SETTING
 LM0689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0689
 LM0689  HISTORY     - Date     Condition        Report By
 LM0689  HISTORY     - 1914     MONUMENTED       USGS
 LM0689  HISTORY     - 1970     GOOD             USFS
 LM0689
 LM0689                          STATION DESCRIPTION
 LM0689
 LM0689'DESCRIBED BY US FOREST SERVICE 1970
 LM0689'T 1 N, R 80 W, NEAR CORNER OF SECS. 21, 22, 27, AND 28, ON HIGHEST
 LM0689'POINT OF JUNCTION BUTTE, A BALD HILL LYING IN THE JUNCTION OF THE
 LM0689'COLORADO AND BLUE RIVERS, ABOUT 2 MI. SE. OF TOWN OF KREMMLING, ON
 LM0689'DENVER AND SALT LAKE RAILROAD.
 LM0689'
 LM0689'RECOVERED AND DESCRIBED AS FOLLOWS
 LM0689'
 LM0689'THE STATION MAY BE REACHED FROM THE KREMMLING SIDE OF THE RIVER BY
 LM0689'GOING S. ON STATE HIGHWAY 9 1.5 MI. TO A DIRT RD. LEFT.  TURN LEFT
 LM0689'ALONG S. SIDE OF RIVER FOR 2.0 MI. TO A MINE RD. RIGHT (S.).  FOLLOW
 LM0689'THIS RD. TO A DIRT RD. RIGHT (W.).  FROM HERE A 4-WHEEL DRIVE VEHICLE
 LM0689'IS NECESSARY.
 LM0689'
 LM0689'STATION MARK--BRONZE TRIANGULATION TABLET SET IN A STONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0681 ***********************************************************************
 LM0681  CBN         -  This is a Cooperative Base Network Control Station.
 LM0681  DESIGNATION -  KREMPORT
 LM0681  PID         -  LM0681
 LM0681  STATE/COUNTY-  CO/GRAND
 LM0681  USGS QUAD   -  JUNCTION BUTTE (1980)
 LM0681
 LM0681                         *CURRENT SURVEY CONTROL
 LM0681  ___________________________________________________________________
 LM0681* NAD 83(1992)-  40 03 15.90610(N)    106 21 47.01589(W)     ADJUSTED  
 LM0681* NAVD 88     -      2259.4    (meters)    7413.     (feet)  GPS OBS   
 LM0681  ___________________________________________________________________
 LM0681  X           -  -1,377,777.447 (meters)                     COMP
 LM0681  Y           -  -4,692,453.698 (meters)                     COMP
 LM0681  Z           -   4,084,058.189 (meters)                     COMP
 LM0681  LAPLACE CORR-          -1.59  (seconds)                    DEFLEC99
 LM0681  ELLIP HEIGHT-        2246.65  (meters)          (10/21/02) GPS OBS
 LM0681  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 LM0681
 LM0681  HORZ ORDER  -  B
 LM0681  ELLP ORDER  -  FIFTH     CLASS I
 LM0681
 LM0681.This mark is at Mc Elroy Airfield Airport (20V)
 LM0681
 LM0681.The horizontal coordinates were established by GPS observations
 LM0681.and adjusted by the National Geodetic Survey in May 1992..
 LM0681
 LM0681.The orthometric height was determined by GPS observations and a
 LM0681.high-resolution geoid model.
 LM0681
 LM0681.Photographs are available for this station.
 LM0681
 LM0681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LM0681
 LM0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0681
 LM0681.The ellipsoidal height was determined by GPS observations
 LM0681.and is referenced to NAD 83.
 LM0681
 LM0681.The geoid height was determined by GEOID03.
 LM0681
 LM0681;                    North         East     Units Scale Factor Converg.
 LM0681;SPC CO N     -   385,220.963   840,764.258   MT  0.99996269   -0 33 27.5
 LM0681;SPC CO N     - 1,263,845.78  2,758,407.40   sFT  0.99996269   -0 33 27.5
 LM0681;UTM  13      - 4,434,687.164   383,740.116   MT  0.99976639   -0 52 38.1
 LM0681
 LM0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0681!SPC CO N     -   0.99964768  x   0.99996269  =   0.99961038
 LM0681!UTM  13      -   0.99964768  x   0.99976639  =   0.99941415
 LM0681
 LM0681                          SUPERSEDED SURVEY CONTROL
 LM0681
 LM0681  ELLIP H (05/26/92) 2246.62   (m)                       GP(       ) 4 1
 LM0681  NAD 83(1986)-  40 03 15.90264(N)    106 21 47.01215(W) AD(       ) 3
 LM0681  NAD 27      -  40 03 15.95329(N)    106 21 44.90136(W) AD(       ) 3
 LM0681  NGVD 29 (04/21/89) 2257.7    (m)         7407.     (f) GPS OBS        
 LM0681
 LM0681.Superseded values are not recommended for survey control.
 LM0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0681.See file dsdata.txt to determine how the superseded data were derived.
 LM0681
 LM0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE8374034687(NAD 83)
 LM0681_MARKER: I = METAL ROD
 LM0681_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LM0681_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LM0681_STAMPING: KREMPORT 1988
 LM0681_MARK LOGO: NGS   
 LM0681_PROJECTION: FLUSH
 LM0681_MAGNETIC: I = MARKER IS A STEEL ROD
 LM0681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LM0681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LM0681+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 LM0681_ROD/PIPE-DEPTH: 7.31 meters
 LM0681_SLEEVE-DEPTH  : 0.9 meters
 LM0681
 LM0681  HISTORY     - Date     Condition        Report By
 LM0681  HISTORY     - 1988     MONUMENTED       NGS
 LM0681  HISTORY     - 19910711 GOOD             NGS
 LM0681  HISTORY     - 19930604 GOOD             CODOT
 LM0681  HISTORY     - 19930923 GOOD             CODOT
 LM0681  HISTORY     - 19990518 GOOD             NGS
 LM0681  HISTORY     - 20050607 GOOD             INDIV
 LM0681
 LM0681                          STATION DESCRIPTION
 LM0681
 LM0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LM0681'THE STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) EAST OF KREMMING,
 LM0681'BETWEEN THE COLORADO RIVER AND U.S. HIGHWAY 40, AT THE MC ELROY
 LM0681'AIRFIELD AIRPORT, IN THE NORTH CENTRAL SECTION 16, T 1 N, R 80 W.
 LM0681'OWNERSHIP--MC ELROY AIRFIELD, C/O AIRPORT MANAGER, HOWARD MOODY,
 LM0681'GRAND COUNTY COURTHOUSE, KREMMING, COLORADO 80459.  THELEPHONE
 LM0681'303-725-3347.  FBO MANAGER, KAREN WHEATELY, TELEPHONE 303-724-9481.
 LM0681'TO REACH THE STATION FROM THE POST OFFICE IN KREMMING, WHICH IS 1.6 KM
 LM0681'(1.00 MI) EAST OF THE JUNCTION OF U.S. HIGHWAY 40 AND STSATE HIGHWAY
 LM0681'9, GO EAST ON U.S. HIGHWAY 40 FOR 1.37 KM (0.85 MI) TO THE AIRPORT
 LM0681'ENTRANCE ON THE RIGHT.  TURN RIGHT, SOUTH, FOR 0.08 KM (0.05 MI) TO A
 LM0681'GRAVEL ROAD LEFT.  TURN LEFT, EAST, FOR 30.48 M (100.0 FT) TO A CURVE
 LM0681'IN THE ROAD RIGHT.  CONTINUE AHEAD, ON A TRACK ROAD, THEN CROSS
 LM0681'COUNTRY, SOUTHEAST, ALONG THE PERIMETER FENCE FOR 0.89 KM (0.55 MI)
 LM0681'TO THE STATION ON THE LEFT, ACROSS THE HIGHWAY FROM A LARGE TELEPHONE
 LM0681'BOX.
 LM0681'THE STATION IS A PUNCH HOLE ON THE TOP OF A STAINLESS STEEL ROD THAT
 LM0681'IS ---UNSTAMPED---, DRIVEN TO THE DEPTH OF 7.31 M (24.0 FT), INSIDE A
 LM0681'GREASE FILLED SLEEVE EXTENDED TO THE DEPTH OF 0.9 M (3.0 FT), ENCASED
 LM0681'IN A 5-INCH PVC PIPE WITH AN NGS LOGO CAP STAMPED---KREMPORT 1988---,
 LM0681'FLUSH WITH THE GROUND.  THE TOP OF THE ROD IS RECESSED 10 CM BELOW
 LM0681'THE LOGO CAP.  LOCATED 16.1 M (52.8 FT) SOUTH-SOUTHEAST OF THE
 LM0681'CENTERLINE OF U.S. HIGHWAY 40, 1.0 M (3.3 FT) WEST-NORTHWEST OF A
 LM0681'CARSONITE WITNESS POST, 1.0 M (3.3 FT) EAST-SOUTHEAST OF A CARSONITE
 LM0681'WITNESS POST, AND 0.6 M (2.0 FT) SOUTH-SOUTHEAST OF A FENCE LINE.
 LM0681'UT-CO-WY-ID FAA AND VERNAL NCMN, JUNE 1988.
 LM0681'DESCRIBED BY STEPHEN E. RANDALL.
 LM0681
 LM0681                          STATION RECOVERY (1991)
 LM0681
 LM0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LM0681'STATION IS LOCATED ABOUT 3 KM (1.9 MI) EAST OF KREMMLING, ALONG THE
 LM0681'NORTHEAST PERIMETER FENCE OF THE MUNICIPAL AIRPORT, ALONG US HIGHWAY
 LM0681'40, ACROSS HIGHWAY FROM TELEPHONE PEDESTALS 56 AND 57, AND TELEPHONE
 LM0681'BOX 18, IN NORTH CENTRAL SECTION 16, T 1 N, R 80 W.  OWNERSHIP--CITY
 LM0681'OF KREMMLING.  NO PERMISSION ASKED FOR, STATION IS ALONG HIGHWAY
 LM0681'FENCE.
 LM0681'TO REACH FROM THE JUNCTION OF US HIGHWAY 40 AND STATE HIGHWAY 9 IN THE
 LM0681'EAST SECTION OF KREMMLING, GO EAST ON HIGHWAY 40 FOR 0.9 MI (1.4 KM)
 LM0681'TO THE AIRPORT AND INDUSTRIAL PARK ENTRANCE ON THE RIGHT.  CONTINUE
 LM0681'AHEAD FOR 0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT.
 LM0681'STATION MARK IS A PUNCH HOLE TOP CENTER IN A STEEL ROD ENCASED IN A
 LM0681'5-INCH PVC PIPE WITH LOGO CAP SET IN A 30-CM CONCRETE POST FLUSH WITH
 LM0681'THE GROUND.  IT IS 16.0 M (52.5 FT) SOUTHWEST OF, AND 0.5 M (1.6 FT)
 LM0681'LOWER THAN THE HIGHWAY CENTER, 0.7 M (2.3 FT) SOUTHWEST OF THE
 LM0681'RIGHT-OF-WAY FENCE, 1.2 M (3.9 FT) NORTH-NORTHWEST OF A FIBERGLASS
 LM0681'WITNESS POST AND 1.1 M (3.6 FT) EAST-SOUTHEAST OF A FIBERGLASS POST.
 LM0681'DESCRIBED BY G.R.HEID
 LM0681
 LM0681                          STATION RECOVERY (1993)
 LM0681
 LM0681'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1993 (LMJ)
 LM0681'RECOVERED AS DESCRIBED.
 LM0681
 LM0681                          STATION RECOVERY (1993)
 LM0681
 LM0681'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1993 (KAW)
 LM0681'RECOVERED AS DESCRIBED. ADD TO DESCRIPTION THAT THE STATION IS AT U.S.
 LM0681'HIGHWAY 40 MILEPOST 185.8.
 LM0681
 LM0681                          STATION RECOVERY (1999)
 LM0681
 LM0681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 LM0681'THE STATION IS LOCATED ABOUT 3.7 MI (6.0 KM) WEST-SOUTHWEST OF
 LM0681'TROUBLESOME, 1.5 MI (2.4 KM) EAST OF KREMMLING AND AT THE MCELROY
 LM0681'AIRFIELD IN KREMMLING, IN THE NORTHEAST 1/4 OF SECTION 16, T 1 N, R 80
 LM0681'W, AT U.  S.  HIGHWAY 40 MILEPOST 185.8.  OWNERSHIP--MCELROY FIELD,
 LM0681'KREMMLING AIRPORT, P.O.  BOX 264, HOT SULPHUR SPRING, CO 80451.
 LM0681'COUNTY MANAGER--LURLINE CURRAN, TELEPHONE--970-725-3347
 LM0681'TO REACH THE STATION FROM THE POST OFFICE IN KREMMLING, GO EAST ON U.
 LM0681'S.  HIGHWAY 40 FOR 0.8 MI (1.3 KM) TO A SIDE ROAD RIGHT, ENTRANCE TO
 LM0681'THE AIRPORT.  CONTINUE AHEAD, EAST ON U.S.  HIGHWAY 40 FOR 0.5 MI (0.8
 LM0681'KM) TO THE STATION ON THE RIGHT, ACROSS THE HIGHWAY FROM TELEPHONE
 LM0681'PEDESTALS 56 AND 57 AND INSIDE THE AIRPORT BOUNDARY FENCE
 LM0681'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 7.31 M (23.98 FT) LONG
 LM0681'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 0.9M LONG GREASED
 LM0681'PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A
 LM0681'CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 16.0 M (52.5 FT)
 LM0681'SOUTHWEST FROM THE CENTER LINE OF THE HIGHWAY, 1.2 M (3.9 FT)
 LM0681'NORTH-NORTHWEST FROM A WITNESS POST, 1.1 M (3.6 FT) EAST-SOUTHEAST
 LM0681'FROM A WITNESS POST , 0.7 M (2.3 FT) SOUTHWEST FROM THE RIGHT-OF-WAY
 LM0681'FENCE AND ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY.
 LM0681
 LM0681                          STATION RECOVERY (2005)
 LM0681
 LM0681'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JJC)
 LM0681'RE 1999 RECOVERY DESCRIPTION **0.7 M (2.3 FT) SOUTHWEST FROM THE
 LM0681'RIGHT-OF-WAY FENCE**. FENCE HAS BEEN REPLACED WITH A TALL (WIRE GRID)
 LM0681'WILD GAME CONTROL FENCE LESS THAN 1-FOOT NORTH-NORTHEAST OF MARK. E.G.
 LM0681'CONVENTIONAL TRIPOD PLACEMENT NOT NOW POSSIBLE. MUST USE TALL
 LM0681'ROD-MOUNTED ANTENNA AND/OR BIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4836 ***********************************************************************
 AB4836  DESIGNATION -  KRIER
 AB4836  PID         -  AB4836
 AB4836  STATE/COUNTY-  CO/LOGAN
 AB4836  USGS QUAD   -  HAYSTACK BUTTE (1953)
 AB4836
 AB4836                         *CURRENT SURVEY CONTROL
 AB4836  ___________________________________________________________________
 AB4836* NAD 83(1992)-  40 52 41.63952(N)    102 55 21.46101(W)     ADJUSTED  
 AB4836* NAVD 88     -      1199.2    (meters)    3934.     (feet)  GPS OBS   
 AB4836  ___________________________________________________________________
 AB4836  X           -  -1,080,234.171 (meters)                     COMP
 AB4836  Y           -  -4,708,005.093 (meters)                     COMP
 AB4836  Z           -   4,152,980.017 (meters)                     COMP
 AB4836  LAPLACE CORR-          -2.18  (seconds)                    DEFLEC99
 AB4836  ELLIP HEIGHT-        1179.34  (meters)          (12/03/02) GPS OBS
 AB4836  GEOID HEIGHT-         -19.88  (meters)                     GEOID03
 AB4836
 AB4836  HORZ ORDER  -  FIRST
 AB4836  ELLP ORDER  -  FOURTH    CLASS II
 AB4836
 AB4836.The horizontal coordinates were established by GPS observations
 AB4836.and adjusted by the National Geodetic Survey in July 1996..
 AB4836
 AB4836.The orthometric height was determined by GPS observations and a
 AB4836.high-resolution geoid model.
 AB4836
 AB4836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4836
 AB4836.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4836
 AB4836.The ellipsoidal height was determined by GPS observations
 AB4836.and is referenced to NAD 83.
 AB4836
 AB4836.The geoid height was determined by GEOID03.
 AB4836
 AB4836;                    North         East     Units Scale Factor Converg.
 AB4836;SPC CO N     -   479,496.476 1,131,621.139   MT  1.00001678   +1 39 55.2
 AB4836;SPC CO N     - 1,573,148.02  3,712,660.35   sFT  1.00001678   +1 39 55.2
 AB4836;UTM  13      - 4,527,317.109   675,036.872   MT  0.99997711   +1 21 35.6
 AB4836
 AB4836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4836!SPC CO N     -   0.99981504  x   1.00001678  =   0.99983182
 AB4836!UTM  13      -   0.99981504  x   0.99997711  =   0.99979215
 AB4836
 AB4836                          SUPERSEDED SURVEY CONTROL
 AB4836
 AB4836  ELLIP H (10/08/96) 1179.38   (m)                       GP(       ) 1 1
 AB4836  ELLIP H (07/08/96) 1179.62   (m)                       GP(       ) 1 1
 AB4836
 AB4836.Superseded values are not recommended for survey control.
 AB4836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4836.See file dsdata.txt to determine how the superseded data were derived.
 AB4836
 AB4836_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF7503727317(NAD 83)
 AB4836_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4836_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AB4836_STAMPING: KRIER 1995
 AB4836_MARK LOGO: NGS   
 AB4836_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AB4836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB4836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4836+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4836
 AB4836  HISTORY     - Date     Condition        Report By
 AB4836  HISTORY     - 1995     MONUMENTED       MSAM
 AB4836
 AB4836                          STATION DESCRIPTION
 AB4836
 AB4836'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 AB4836'STATION IS LOCATED ABOUT 6 MILES (9.7 KM) WEST NORTHWEST OF CROOK, IN
 AB4836'THE SW 1/4 OF SEC.  35, T.  11 N., R.  50 W.  TO REACH FROM THE POST
 AB4836'OFFICE IN CROOK, GO SOUTHWEST ON SH 138 FOR 5.05 MILES (8.13 KM) TO
 AB4836'COUNTY ROAD 71, GO NORTH ON COUNTY ROAD 71 FOR 1.8 MILES (2.9 KM) TO
 AB4836'COUNTY ROAD 58, GO WEST ON COUNTY ROAD 58 FOR 1.0 MILES (1.6 KM) TO
 AB4836'COUNTY ROAD 69, GO NORTH ON COUNTY ROAD 69 FOR 2.05 MILES (3.30 KM) TO
 AB4836'THE STATION ON THE RIGHT ( EAST) .  THE STATION IS A STANDARD DISK SET
 AB4836'IN A MASS OF CONCRETE, IT IS 22 FT (6.7 M) EAST OF THE CENTER OF
 AB4836'COUNTY ROAD 69, 21 FT (6.4 M) NORTHWEST OF A FENCE CORNER, 4 FT (1.2
 AB4836'M) NORTH OF A FIBERGLASS WITNESS POST (NOAA) AND A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0400 ***********************************************************************
 KJ0400  DESIGNATION -  KROEGER
 KJ0400  PID         -  KJ0400
 KJ0400  STATE/COUNTY-  CO/KIT CARSON
 KJ0400  USGS QUAD   -  IDALIA SE (1969)
 KJ0400
 KJ0400                         *CURRENT SURVEY CONTROL
 KJ0400  ___________________________________________________________________
 KJ0400* NAD 83(1992)-  39 30 35.49809(N)    102 15 56.07002(W)     ADJUSTED  
 KJ0400* NAVD 88     -      1225.0    (meters)    4019.     (feet)  VERTCON   
 KJ0400  ___________________________________________________________________
 KJ0400  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 KJ0400  GEOID HEIGHT-         -22.72  (meters)                     GEOID03
 KJ0400
 KJ0400  HORZ ORDER  -  FIRST
 KJ0400
 KJ0400.The horizontal coordinates were established by classical geodetic methods
 KJ0400.and adjusted by the National Geodetic Survey in January 1993..
 KJ0400
 KJ0400.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0400
 KJ0400.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0400
 KJ0400.The geoid height was determined by GEOID03.
 KJ0400
 KJ0400;                    North         East     Units Scale Factor Converg.
 KJ0400;SPC CO C     -   495,861.539 1,192,496.945   MT  0.99996131   +2 02 23.7
 KJ0400;SPC CO C     - 1,626,839.07  3,912,383.73   sFT  0.99996131   +2 02 23.7
 KJ0400;SPC CO N     -   329,473.170 1,192,515.863   MT  1.00003981   +2 05 23.5
 KJ0400;SPC CO N     - 1,080,946.56  3,912,445.79   sFT  1.00003981   +2 05 23.5
 KJ0400;UTM  13      - 4,376,929.312   735,087.125   MT  1.00028049   +1 44 25.7
 KJ0400
 KJ0400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0400!SPC CO C     -   0.99981141  x   0.99996131  =   0.99977273
 KJ0400!SPC CO N     -   0.99981141  x   1.00003981  =   0.99985122
 KJ0400!UTM  13      -   0.99981141  x   1.00028049  =   1.00009185
 KJ0400
 KJ0400:                Primary Azimuth Mark                     Grid Az
 KJ0400:SPC CO C     -  KROEGER AZ MK                            087 19 17.1
 KJ0400:SPC CO N     -  KROEGER AZ MK                            087 16 17.3
 KJ0400:UTM  13      -  KROEGER AZ MK                            087 37 15.1
 KJ0400
 KJ0400|---------------------------------------------------------------------|
 KJ0400| PID    Reference Object                     Distance      Geod. Az  |
 KJ0400|                                                           dddmmss.s |
 KJ0400| CP7550 KROEGER AZ MK                                      0892140.8 |
 KJ0400| CP7552 KROEGER RM 2                         15.800 METERS 09139     |
 KJ0400| KJ0414 JOHNSON                             APPROX. 7.0 KM 1105205.6 |
 KJ0400| KJ0427 BURLINGTON RAD STA KCK 487 MST      APPROX.23.7 KM 1785951.0 |
 KJ0400| CP7551 KROEGER RM 1                         10.915 METERS 35346     |
 KJ0400|---------------------------------------------------------------------|
 KJ0400
 KJ0400                          SUPERSEDED SURVEY CONTROL
 KJ0400
 KJ0400  NAD 83(1986)-  39 30 35.49573(N)    102 15 56.06783(W) AD(       ) 1
 KJ0400  NAD 27      -  39 30 35.51920(N)    102 15 54.37728(W) AD(       ) 1
 KJ0400  NGVD 29 (07/19/86) 1224.5    (m)         4017.     (f) VERT ANG       
 KJ0400
 KJ0400.Superseded values are not recommended for survey control.
 KJ0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0400.See file dsdata.txt to determine how the superseded data were derived.
 KJ0400
 KJ0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD3508776929(NAD 83)
 KJ0400_MARKER: DS = TRIANGULATION STATION DISK
 KJ0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0400_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KJ0400
 KJ0400  HISTORY     - Date     Condition        Report By
 KJ0400  HISTORY     - 1968     MONUMENTED       CGS
 KJ0400  HISTORY     - 1969     GOOD             USGS
 KJ0400
 KJ0400                          STATION DESCRIPTION
 KJ0400
 KJ0400'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KJ0400'THE STATION IS LOCATED ON THE LINE BETWEEN SECTIONS 24 AND 25
 KJ0400'T. 6 S., R. 44 W., ON THE PROPERTY OF MR. WILLIAM KROEGER.  IT
 KJ0400'IS ABOUT 14 MILES NORTH OF BURLINGTON AND 14 MILES SOUTH OF THE
 KJ0400'JUNCTION OF U.S. HIGHWAYS 36 AND 385.
 KJ0400'
 KJ0400'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 36 AND 385
 KJ0400'ABOUT 2 MILES EAST OF IDALIA, GO SOUTH ON HIGHWAY 385 FOR 9.2 MILES
 KJ0400'TO THE YUMA-KIT CARSON COUNTY LINE, CONTINUE SOUTH FOR 4.4
 KJ0400'MILES TO A FIELD ROAD RIGHT AND THE AZIMUTH MARK ON THE LEFT.
 KJ0400'TURN RIGHT AND GO WEST ON THE FIELD ROAD FOR 0.4 MILE TO THE TOP
 KJ0400'OF THE RIDGE AND THE STATION.
 KJ0400'
 KJ0400'THE STATION MARK IS A STANDARD DISK STAMPED KROEGER 1968, SET IN
 KJ0400'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 KJ0400'FLUSH.  IT IS 97 FEET WEST-SOUTHWEST OF AN IRRIGATION WELL, 76
 KJ0400'FEET WEST OF THE WEST 1 OF 2 POWER LINE POLES, 7.1 FEET NORTHEAST
 KJ0400'OF A METAL WITNESS POST AND 6 FEET EAST OF A FENCE.
 KJ0400'
 KJ0400'REFERENCE MARK 1 IS A STANDARD DISK STAMPED KROEGER NO 1 1968,
 KJ0400'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 KJ0400'FLUSH.  IT IS 93 FEET WEST OF THE IRRIGATION WELL, 41 FEET NORTH
 KJ0400'OF THE METAL WITNESS POST AND 0.7 FOOT EAST OF THE FENCE.
 KJ0400'
 KJ0400'REFERENCE MARK 2 IS A STANDARD DISK STAMPED KROEGER NO 2 1968,
 KJ0400'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KJ0400'PROJECTS 1 INCH.  IT IS 57 FEET EAST OF THE METAL WITNESS POST,
 KJ0400'54 FEET SOUTH-SOUTHWEST OF THE IRRIGATION WELL AND 24 FEET WEST OF
 KJ0400'THE POWER LINE POLE.
 KJ0400'
 KJ0400'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KROEGER 1968, SET IN
 KJ0400'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 KJ0400'3 INCHES.  IT IS 52 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 KJ0400'385, 44.6 FEET NORTH OF A POWER LINE POLE, 2.2 FEET SOUTH OF A
 KJ0400'METAL WITNESS POST AND 0.9 FOOT WEST OF A FENCE.
 KJ0400'
 KJ0400'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 KJ0400
 KJ0400                          STATION RECOVERY (1969)
 KJ0400
 KJ0400'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (EOM)
 KJ0400'THE DESCRIPTION GIVEN WAS VERIFIED AND NO ADDITIONS OR CORRECTIONS
 KJ0400'WERE REQUIRED.
 KJ0400'
 KJ0400'STATION MARK IS A  STANDARD BRONZE DISK STAMPED
 KJ0400'KROEGER 1968.
 KJ0400'
 KJ0400'REFERENCE MARK NO. 1 IS A  STANDARD BRONZE DISK STAMPED
 KJ0400'KROEGER NO. 1 1968.
 KJ0400'
 KJ0400'REFERENCE MARK NO. 2 IS A  STANDARD BRONZE DISK
 KJ0400'STAMPED KROEGER NO. 2 1968.
 KJ0400'
 KJ0400'THE AZIMUTH MARK WAS NOT SEARCHED FOR.  STATION JOHNSON
 KJ0400'1968 IS VISIBLE FROM THE GROUND AND WILL SERVE AS AN AZIMUTH
 KJ0400'MARK.
 KJ0400'
 KJ0400'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0817 ***********************************************************************
 JJ0817  DESIGNATION -  KROELL
 JJ0817  PID         -  JJ0817
 JJ0817  STATE/COUNTY-  CO/PROWERS
 JJ0817  USGS QUAD   -  MAY VALLEY (1955)
 JJ0817
 JJ0817                         *CURRENT SURVEY CONTROL
 JJ0817  ___________________________________________________________________
 JJ0817* NAD 83(1992)-  38 12 03.92006(N)    102 34 02.80314(W)     ADJUSTED  
 JJ0817* NAVD 88     -      1187.0    (meters)    3894.     (feet)  VERTCON   
 JJ0817  ___________________________________________________________________
 JJ0817  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 JJ0817  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 JJ0817
 JJ0817  HORZ ORDER  -  SECOND
 JJ0817
 JJ0817.The horizontal coordinates were established by classical geodetic methods
 JJ0817.and adjusted by the National Geodetic Survey in January 1993..
 JJ0817
 JJ0817.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0817
 JJ0817.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0817
 JJ0817.The geoid height was determined by GEOID03.
 JJ0817
 JJ0817;                    North         East     Units Scale Factor Converg.
 JJ0817;SPC CO S     -   479,131.221 1,171,219.435   MT  0.99996585   +1 47 55.6
 JJ0817;SPC CO S     - 1,571,949.68  3,842,575.76   sFT  0.99996585   +1 47 55.6
 JJ0817;UTM  13      - 4,230,923.860   713,002.494   MT  1.00015880   +1 30 17.7
 JJ0817
 JJ0817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0817!SPC CO S     -   0.99981742  x   0.99996585  =   0.99978327
 JJ0817!UTM  13      -   0.99981742  x   1.00015880  =   0.99997619
 JJ0817
 JJ0817|---------------------------------------------------------------------|
 JJ0817| PID    Reference Object                     Distance      Geod. Az  |
 JJ0817|                                                           dddmmss.s |
 JJ0817| CM8901 KROELL RM 2                          37.344 METERS 21400     |
 JJ0817| JJ0818 COLORADO STATE PATROL RAD MAST       82.143 METERS 29806     |
 JJ0817| CM8900 KROELL RM 1                          74.316 METERS 32635     |
 JJ0817| CM8899 KROELL AZ MK                                       3570133.8 |
 JJ0817|---------------------------------------------------------------------|
 JJ0817
 JJ0817                          SUPERSEDED SURVEY CONTROL
 JJ0817
 JJ0817  NAD 83(1986)-  38 12 03.91656(N)    102 34 02.79745(W) AD(       ) 2
 JJ0817  NAD 27      -  38 12 03.88224(N)    102 34 01.11103(W) AD(       ) 2
 JJ0817  NGVD 29 (07/19/86) 1186.5    (m)         3893.     (f) VERT ANG       
 JJ0817
 JJ0817.Superseded values are not recommended for survey control.
 JJ0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0817.See file dsdata.txt to determine how the superseded data were derived.
 JJ0817
 JJ0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC1300230924(NAD 83)
 JJ0817_MARKER: DD = SURVEY DISK
 JJ0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0817
 JJ0817  HISTORY     - Date     Condition        Report By
 JJ0817  HISTORY     - 1950     MONUMENTED       USGS
 JJ0817  HISTORY     - 1954     GOOD             USGS
 JJ0817  HISTORY     - 1954     GOOD             CGS
 JJ0817
 JJ0817                          STATION DESCRIPTION
 JJ0817
 JJ0817'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (WRH)
 JJ0817'THE STATION IS LOCATED ON THE HIGHEST POINT IN A LARGE
 JJ0817'PASTURE.  IT IS ABOUT 8 MILES AIRLINE NORTH-NORTHEAST OF LAMAR,
 JJ0817'ABOUT 2-1/2 MILES AIRLINE EAST OF THE MAY VALLEY STORE,
 JJ0817'AND ABOUT 8 MILES AIRLINE EAST-NORTHEAST OF WILEY.
 JJ0817'
 JJ0817'THE STATION IS A STANDARD U.S.G.S. DISK STAMPED KROELL 1950
 JJ0817'AND SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST THAT
 JJ0817'PROJECTS 5 INCHES.  IT IS 271 FEET SOUTH OF THE CENTER LINE
 JJ0817'OF A CURVE IN THE DIRT ROAD.
 JJ0817'
 JJ0817'REFERENCE MARK 1 (U.S.G.S.) IS A STANDARD U.S.G.S. DISK STAMPED
 JJ0817'KROELL NO 1 1950 AND SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 JJ0817'POST THAT PROJECTS 3 INCHES.  IT IS 28 FEET SOUTH OF THE
 JJ0817'CENTER LINE OF THE ROAD WHERE THE ROAD CURVES NORTH, 1 FOOT
 JJ0817'NORTH OF A WIRE FENCE, AND ABOUT 2 FEET LOWER THAN THE STATION.
 JJ0817'
 JJ0817'REFERENCE MARK 2 (U.S.G.S.) IS A STANDARD U.S.G.S. DISK
 JJ0817'STAMPED KROELL NO 1 NO 2 AND SET IN THE TOP OF AN 8-INCH
 JJ0817'SQUARE CONCRETE POST THAT PROJECTS 8 INCHES.  IT IS ABOUT THE
 JJ0817'SAME ELEVATION AS THE STATION.
 JJ0817'
 JJ0817'THE AZIMUTH MARK IS A STANDARD DISK STAMPED KROELL USGS 1954
 JJ0817'AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JJ0817'THAT IS FLUSH WITH THE GROUND.  IT IS 27 FEET WEST OF THE
 JJ0817'CENTER LINE OF THE ROAD, 1 FOOT EAST OF A T-FENCE CORNER
 JJ0817'AND NORTH-SOUTH FENCE.  TO REACH THE MARK FROM THE STATION GO
 JJ0817'NORTH FOR 0.5 MILE TO THE MARK ON THE LEFT.
 JJ0817'
 JJ0817'THE COLORADO STATE PATROL RADIO MAST IS AN ALL STEEL MAST
 JJ0817'THAT IS 8 INCHES IN DIAMETER AT THE BOTTOM.  IT IS SET IN A
 JJ0817'CONCRETE BASE AND IS 85 FEET TALL.  THERE ARE TWO RED
 JJ0817'LIGHTS AT THE TOP OF THE MAST.  THERE IS A SMALL WHITE
 JJ0817'BUILDING 11 FEET SOUTH OF THE MAST.  IT IS IN A FENCED ENCLOSURE
 JJ0817'THAT IS 100 FEET SQUARE.
 JJ0817'
 JJ0817'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 50
 JJ0817'AND 287 IN LAMAR GO NORTH ON U.S. HIGHWAYS 50 AND 287 FOR
 JJ0817'1.8 MILES TO A PAVED FORK.  TAKE THE RIGHT FORK, STATE HIGHWAY
 JJ0817'196, NORTH, AND GO 6.0 MILES TO A CROSSROAD AND THE MAY VALLEY
 JJ0817'STORE ON THE EAST SIDE OF THE ROAD.  TURN RIGHT, EAST, AND
 JJ0817'GO 2.5 MILES TO A RIGHT-ANGLE CURVE IN THE ROAD AND THE
 JJ0817'STATION ON THE RIGHT.
 JJ0817'
 JJ0817'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JJ0817
 JJ0817                          STATION RECOVERY (1954)
 JJ0817
 JJ0817'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 JJ0817'STATION MARK--STANDARD USGS TABLET CEMENTED IN CONCRETE MONUMENT,
 JJ0817'STAMPED ---KROELL 1950---, PROTRUDING 4 IN. ABOVE GROUND.
 JJ0817'
 JJ0817'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3420 ***********************************************************************
 AA3420  DESIGNATION -  KROHTA
 AA3420  PID         -  AA3420
 AA3420  STATE/COUNTY-  CO/DOUGLAS
 AA3420  USGS QUAD   -  RUSSELLVILLE GULCH (1994)
 AA3420
 AA3420                         *CURRENT SURVEY CONTROL
 AA3420  ___________________________________________________________________
 AA3420* NAD 83(1992)-  39 18 47.75793(N)    104 41 28.56839(W)     ADJUSTED  
 AA3420* NAVD 88     -      2066.2    (meters)    6779.     (feet)  GPS OBS   
 AA3420  ___________________________________________________________________
 AA3420  X           -  -1,253,584.782 (meters)                     COMP
 AA3420  Y           -  -4,781,349.278 (meters)                     COMP
 AA3420  Z           -   4,020,583.033 (meters)                     COMP
 AA3420  LAPLACE CORR-          -4.97  (seconds)                    DEFLEC99
 AA3420  ELLIP HEIGHT-        2048.97  (meters)          (12/03/02) GPS OBS
 AA3420  GEOID HEIGHT-         -17.24  (meters)                     GEOID03
 AA3420
 AA3420  HORZ ORDER  -  FIRST
 AA3420  ELLP ORDER  -  FOURTH    CLASS II
 AA3420
 AA3420.The horizontal coordinates were established by GPS observations
 AA3420.and adjusted by the National Geodetic Survey in December 1994..
 AA3420
 AA3420.The orthometric height was determined by GPS observations and a
 AA3420.high-resolution geoid model.
 AA3420
 AA3420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3420
 AA3420.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3420
 AA3420.The ellipsoidal height was determined by GPS observations
 AA3420.and is referenced to NAD 83.
 AA3420
 AA3420.The geoid height was determined by GEOID03.
 AA3420
 AA3420;                    North         East     Units Scale Factor Converg.
 AA3420;SPC CO C     -   469,395.389   984,144.401   MT  0.99994275   +0 30 36.2
 AA3420;SPC CO C     - 1,540,008.04  3,228,813.76   sFT  0.99994275   +0 30 36.2
 AA3420;UTM  13      - 4,351,586.425   526,615.301   MT  0.99960872   +0 11 44.2
 AA3420
 AA3420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3420!SPC CO C     -   0.99967864  x   0.99994275  =   0.99962141
 AA3420!UTM  13      -   0.99967864  x   0.99960872  =   0.99928748
 AA3420
 AA3420                          SUPERSEDED SURVEY CONTROL
 AA3420
 AA3420  ELLIP H (12/14/94) 2049.01   (m)                       GP(       ) 3 1
 AA3420
 AA3420.Superseded values are not recommended for survey control.
 AA3420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3420.See file dsdata.txt to determine how the superseded data were derived.
 AA3420
 AA3420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED2661551586(NAD 83)
 AA3420_MARKER: DD = SURVEY DISK
 AA3420_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA3420_STAMPING: KROHTA
 AA3420_MARK LOGO: DCGIS 
 AA3420_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA3420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3420+STABILITY: SURFACE MOTION
 AA3420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3420+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3420
 AA3420  HISTORY     - Date     Condition        Report By
 AA3420  HISTORY     - 1993     MONUMENTED       MSAM
 AA3420
 AA3420                          STATION DESCRIPTION
 AA3420
 AA3420'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1993 (KCH)
 AA3420'THE STATION IS LOCATED ABOUT 15 MILES (24.1 KM) SOUTHEAST OF THE TOWN
 AA3420'OF PARKER, COLO., IN SECTION 32, TOWNSHIP 8 SOUTH, RANGE 65 WEST OF
 AA3420'THE 6TH. P.M. OWNERSHIP-- DOUGLAS COUNTY TO REACH THE STATION FROM THE
 AA3420'INTERSECTION OF STATE HIGHWAY 83 (PARKER ROAD) AND STATE HIGHWAY 86 IN
 AA3420'FRANKTOWN COLO, GO SOUTH ON STATE HIGHWAY 83 FOR 1 MILE (1.6 KM) TO
 AA3420'RUSSELLVILLE GULCH ROAD, GO EAST AND SOUTHEAST ON RUSSELLVILLE GULCH
 AA3420'ROAD FOR 6.15 MILES (9.90 KM) TO THE STATION ON THE EAST SIDE OF THE
 AA3420'ROAD. THE STATION IS A BRASS DISK SET IN CONCRETE SET FLUSH WITH THE
 AA3420'GROUND MARKED WITH A DOUGLAS COUNTY FIBERGLASS WITNESS POST, IT IS
 AA3420'111.6 FEET (34.0 M) SOUTHWEST OF A BRASS SHINNER 22568 ON A POWER POLE
 AA3420'E. OF THE THE EAST ROW FENCE, 13.1 FEET (4.0 M) SOUTHWEST OF A 1/2 IN.
 AA3420'REBAR, 188.9 FEET (57.6 M) NORTHWEST OF A BRASS SHINNER ON A POWER
 AA3420'POLE EAST OF THE EAST ROW FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE6469 ***********************************************************************
 DE6469  DESIGNATION -  KULLMAN
 DE6469  PID         -  DE6469
 DE6469  STATE/COUNTY-  CO/DOUGLAS
 DE6469  USGS QUAD   -  CASTLE ROCK NORTH (1994)
 DE6469
 DE6469                         *CURRENT SURVEY CONTROL
 DE6469  ___________________________________________________________________
 DE6469* NAD 83(1992)-  39 23 27.52152(N)    104 45 33.35592(W)     ADJUSTED  
 DE6469* NAVD 88     -      1857.5    (meters)    6094.     (feet)  GPS OBS   
 DE6469  ___________________________________________________________________
 DE6469  X           -  -1,257,822.993 (meters)                     COMP
 DE6469  Y           -  -4,774,410.378 (meters)                     COMP
 DE6469  Z           -   4,027,124.344 (meters)                     COMP
 DE6469  LAPLACE CORR-          -5.32  (seconds)                    DEFLEC99
 DE6469  ELLIP HEIGHT-        1840.37  (meters)          (12/03/02) GPS OBS
 DE6469  GEOID HEIGHT-         -17.15  (meters)                     GEOID03
 DE6469
 DE6469  HORZ ORDER  -  FIRST
 DE6469  ELLP ORDER  -  FOURTH    CLASS II
 DE6469
 DE6469.The horizontal coordinates were established by GPS observations
 DE6469.and adjusted by the MOUNTAIN SURVEYING in August 2002..
 DE6469
 DE6469.The orthometric height was determined by GPS observations and a
 DE6469.high-resolution geoid model.
 DE6469
 DE6469.Photographs are available for this station.
 DE6469
 DE6469.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6469
 DE6469.The Laplace correction was computed from DEFLEC99 derived deflections.
 DE6469
 DE6469.The ellipsoidal height was determined by GPS observations
 DE6469.and is referenced to NAD 83.
 DE6469
 DE6469.The geoid height was determined by GEOID03.
 DE6469
 DE6469;                    North         East     Units Scale Factor Converg.
 DE6469;SPC CO C     -   477,972.396   978,210.372   MT  0.99994868   +0 28 01.8
 DE6469;SPC CO C     - 1,568,147.77  3,209,345.20   sFT  0.99994868   +0 28 01.8
 DE6469;UTM  13      - 4,360,192.951   520,730.422   MT  0.99960529   +0 09 10.0
 DE6469
 DE6469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6469!SPC CO C     -   0.99971135  x   0.99994868  =   0.99966004
 DE6469!UTM  13      -   0.99971135  x   0.99960529  =   0.99931675
 DE6469
 DE6469                          SUPERSEDED SURVEY CONTROL
 DE6469
 DE6469  ELLIP H (08/19/02) 1840.40   (m)                       GP(       ) 4 2
 DE6469
 DE6469.Superseded values are not recommended for survey control.
 DE6469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6469.See file dsdata.txt to determine how the superseded data were derived.
 DE6469
 DE6469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED2073060193(NAD 83)
 DE6469_MARKER: DD = SURVEY DISK
 DE6469_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DE6469_STAMPING: KULLMAN 2002
 DE6469_MARK LOGO: NGS   
 DE6469_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6469+STABILITY: SURFACE MOTION
 DE6469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6469+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2002
 DE6469
 DE6469  HISTORY     - Date     Condition        Report By
 DE6469  HISTORY     - 20020325 MONUMENTED       MSAM
 DE6469
 DE6469                          STATION DESCRIPTION
 DE6469
 DE6469'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 2002 (KCH)
 DE6469'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC. 2002 (KCH)
 DE6469'THE STATION IN FRANKTOWN, COLORADO AND IS ABOUT 9 MILES (14.5 KM)
 DE6469'SOUTH OF PARKER, COLORADO, AND ABOUT 5.4 MILES (8.7 KM) EAST OF
 DE6469'CASTLE ROCK, COLORADO, IN THE NORTHWEST QUARTER OF SECTION 2,
 DE6469'TOWNSHIP 2 SOUTH, RANGE 66 WEST OF THE 6TH P.M.
 DE6469'OWNERSHIP-- COLORADO DEPARTMENT OF TRANSPORTATION.
 DE6469' 
 DE6469'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 83 (PARKER
 DE6469'ROAD) AND STATE HIGHWAY 86 (FRANKTOWN ROAD) GO WEST ON STATE HIGHWAY
 DE6469'86
 DE6469'FOR 0.3 MILES (0.5 KM), TO A BRIDGE OVER CHERRY CREEK AND THE STATION
 DE6469'ON THE LEFT (SOUTH).
 DE6469' 
 DE6469'THE STATION IS A NGS BRASS DISK SET IN CONCRETE, FLUSH WITH THE
 DE6469'GROUND. THE
 DE6469'STATION IS 81.0 FEET (24.7 M) SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 DE6469'86 AND 8.00
 DE6469'FEET (2.4M) BELOW THE ROADWAY SURFACE, 19.5 FEET (5.9 M) NORTH OF A
 DE6469'FENCE CORNER
 DE6469'AND 3.5 FEET (1.07 M) EAST OF A RIGHT OF WAY FENCE AND FIBERGLASS
 DE6469'WITNESS POST.
 DE6469' 
 DE6469'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9840 ***********************************************************************
 AG9840  DESIGNATION -  KURETICH
 AG9840  PID         -  AG9840
 AG9840  STATE/COUNTY-  CO/MORGAN
 AG9840  USGS QUAD   -  ANTELOPE SPRINGS (1984)
 AG9840
 AG9840                         *CURRENT SURVEY CONTROL
 AG9840  ___________________________________________________________________
 AG9840* NAD 83(1992)-  40 28 49.14729(N)    103 36 01.64441(W)     ADJUSTED  
 AG9840* NAVD 88     -      1389.4    (meters)    4558.     (feet)  GPS OBS   
 AG9840  ___________________________________________________________________
 AG9840  X           -  -1,142,662.833 (meters)                     COMP
 AG9840  Y           -  -4,723,037.300 (meters)                     COMP
 AG9840  Z           -   4,119,587.157 (meters)                     COMP
 AG9840  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 AG9840  ELLIP HEIGHT-        1369.98  (meters)          (12/03/02) GPS OBS
 AG9840  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 AG9840
 AG9840  HORZ ORDER  -  FIRST
 AG9840  ELLP ORDER  -  FOURTH    CLASS II
 AG9840
 AG9840.The horizontal coordinates were established by GPS observations
 AG9840.and adjusted by the National Geodetic Survey in August 1998..
 AG9840
 AG9840.The orthometric height was determined by GPS observations and a
 AG9840.high-resolution geoid model.
 AG9840
 AG9840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9840
 AG9840.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9840
 AG9840.The ellipsoidal height was determined by GPS observations
 AG9840.and is referenced to NAD 83.
 AG9840
 AG9840.The geoid height was determined by GEOID03.
 AG9840
 AG9840;                    North         East     Units Scale Factor Converg.
 AG9840;SPC CO N     -   433,877.573 1,075,450.928   MT  0.99996485   +1 13 38.5
 AG9840;SPC CO N     - 1,423,480.00  3,528,375.25   sFT  0.99996485   +1 13 38.5
 AG9840;UTM  13      - 4,482,010.762   618,625.223   MT  0.99977321   +0 54 31.2
 AG9840
 AG9840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9840!SPC CO N     -   0.99978514  x   0.99996485  =   0.99975000
 AG9840!UTM  13      -   0.99978514  x   0.99977321  =   0.99955840
 AG9840
 AG9840                          SUPERSEDED SURVEY CONTROL
 AG9840
 AG9840  ELLIP H (08/11/98) 1370.00   (m)                       GP(       ) 4 1
 AG9840
 AG9840.Superseded values are not recommended for survey control.
 AG9840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9840.See file dsdata.txt to determine how the superseded data were derived.
 AG9840
 AG9840_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE1862582011(NAD 83)
 AG9840_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9840_STAMPING: KURETICH 1997
 AG9840_MARK LOGO: NGS   
 AG9840_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9840+STABILITY: SURFACE MOTION
 AG9840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9840+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AG9840
 AG9840  HISTORY     - Date     Condition        Report By
 AG9840  HISTORY     - 1997     MONUMENTED       NGS
 AG9840
 AG9840                          STATION DESCRIPTION
 AG9840
 AG9840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AG9840'THE STATION IS LOCATED ABOUT 15 MI (24.1 KM) NORTH-NORTHEAST OF BRUSH,
 AG9840'10.5 MI (16.9 KM) NORTH OF SNYDER AND 3 MI (4.8 KM) SOUTH OF THE WELD
 AG9840'COUNTY LINE, IN THE SOUTHEAST 1/4 OF SECTION 14, T 6 N, R 56 W, AT
 AG9840'STATE HIGHWAY 71 MILEPOST 192.65.  OWNERSHIP--COLORADO DEPT.  OF
 AG9840'TRANSPORTATION RIGHT-OF-WAY  TO REACH THE STATION FROM THE
 AG9840'INTERSECTION OF STATE HIGHWAY 71 AND MORGAN COUNTY ROAD GG, GO NORTH
 AG9840'ON STATE HIGHWAY 71 FOR 1.1 MI (1.8 KM) TO THE STATION ON THE LEFT
 AG9840'THE MARK IS A STANDARD DISK SET IN THE TOP OF A 40 CM ROUND CONCRETE
 AG9840'POST, PROJECTING 2 CM ABOVE THE GROUND.  IT IS 90.0 M (295.3 FT) NORTH
 AG9840'FROM A FENCE CORNER FOR A CORRAL, 13.9 M (45.6 FT) WEST FROM THE
 AG9840'CENTER LINE OF STATE HIGHWAY 71, 5.2 M (17.1 FT) SOUTHWEST FROM A
 AG9840'POWER GUY POLE NUMBER 43542, 0.9 M (3.0 FT) EAST FROM THE RIGHT-OF-WAY
 AG9840'FENCE, 0.8 M (2.6 FT) NORTHWEST FROM A WITNESS POST AND ABOUT 60 CM
 AG9840'BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0412 ***********************************************************************
 JL0412  DESIGNATION -  L 10
 JL0412  PID         -  JL0412
 JL0412  STATE/COUNTY-  CO/MONTROSE
 JL0412  USGS QUAD   -  OLATHE (1982)
 JL0412
 JL0412                         *CURRENT SURVEY CONTROL
 JL0412  ___________________________________________________________________
 JL0412* NAD 83(1986)-  38 34 33.     (N)    107 58 24.     (W)     SCALED    
 JL0412* NAVD 88     -      1651.954  (meters)    5419.79   (feet)  ADJUSTED  
 JL0412  ___________________________________________________________________
 JL0412  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 JL0412  DYNAMIC HT  -        1650.180 (meters)    5413.97  (feet)  COMP
 JL0412  MODELED GRAV-     979,496.6   (mgal)                       NAVD 88
 JL0412
 JL0412  VERT ORDER  -  FIRST     CLASS II
 JL0412
 JL0412.The horizontal coordinates were scaled from a topographic map and have
 JL0412.an estimated accuracy of +/- 6 seconds.
 JL0412
 JL0412.The orthometric height was determined by differential leveling
 JL0412.and adjusted by the National Geodetic Survey in June 1991..
 JL0412
 JL0412.The geoid height was determined by GEOID03.
 JL0412
 JL0412.The dynamic height is computed by dividing the NAVD 88
 JL0412.geopotential number by the normal gravity value computed on the
 JL0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0412.degrees latitude (g = 980.6199 gals.).
 JL0412
 JL0412.The modeled gravity was interpolated from observed gravity values.
 JL0412
 JL0412;                    North         East    Units  Estimated Accuracy
 JL0412;SPC CO S     -   519,550.      698,890.      MT  (+/- 180 meters Scaled)
 JL0412
 JL0412                          SUPERSEDED SURVEY CONTROL
 JL0412
 JL0412  NGVD 29 (??/??/92) 1650.772  (m)         5415.91   (f) ADJ UNCH    1 2
 JL0412
 JL0412.Superseded values are not recommended for survey control.
 JL0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0412.See file dsdata.txt to determine how the superseded data were derived.
 JL0412
 JL0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC409739(NAD 83)
 JL0412_MARKER: DB = BENCH MARK DISK
 JL0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0412_SP_SET: CONCRETE POST
 JL0412_STAMPING: L 10 1926 5415.905
 JL0412_MARK LOGO: CGS   
 JL0412_PROJECTION: PROJECTING 5 CENTIMETERS
 JL0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0412+STABILITY: SURFACE MOTION
 JL0412
 JL0412  HISTORY     - Date     Condition        Report By
 JL0412  HISTORY     - 1926     MONUMENTED       CGS
 JL0412  HISTORY     - 1984     GOOD             NGS
 JL0412
 JL0412                          STATION DESCRIPTION
 JL0412
 JL0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 JL0412'2.2 MI SE FROM OLATHE.
 JL0412'2.2 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0412'FROM THE STATION AT OLATHE, MONTROSE COUNTY, DIRECTLY BEHIND MILEPOST
 JL0412'D-360, 30 FEET EAST OF THE TRACK, AND LEVEL WITH THE TRACK.  A
 JL0412'STANDARD DISK, STAMPED 5415.908 L 10 1926 AND SET IN THE TOP OF A
 JL0412'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 JL0412
 JL0412                          STATION RECOVERY (1984)
 JL0412
 JL0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0412'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  7.6 KM (4.7
 JL0412'MI) NORTHWESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH U.S.
 JL0412'HIGHWAY 550 IN MONTROSE, THENCE 0.2 KM (0.1 MI) WEST ALONG JAY JAY
 JL0412'ROAD, THENCE 5.8 KM (3.6 FT) NORTHWESTERLY ALONG THE DENVER AND RIO
 JL0412'GRANDE WESTERN RAILROAD, 16.5 M (54.1 FT) SOUTHEAST OF THE CENTER OF
 JL0412'A DIRT ROAD, 13.8 M (45.3 FT) SOUTHWEST OF THE CENTER OF A DIRT ROAD,
 JL0412'9.2 (30.2 FT) NORTHEAST OF THE NEAR RAIL, AND 4.3 M (14.1 FT)
 JL0412'NORTHEAST OF MILEPOST 360.
 JL0412'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JL0412'THE MARK IS 0.6 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0070 ***********************************************************************
 KJ0070  DESIGNATION -  L 100
 KJ0070  PID         -  KJ0070
 KJ0070  STATE/COUNTY-  CO/KIT CARSON
 KJ0070  USGS QUAD   -  KANORADO (1984)
 KJ0070
 KJ0070                         *CURRENT SURVEY CONTROL
 KJ0070  ___________________________________________________________________
 KJ0070* NAD 83(1986)-  39 19 45.     (N)    102 04 19.     (W)     SCALED    
 KJ0070* NAVD 88     -      1198.845  (meters)    3933.21   (feet)  ADJUSTED  
 KJ0070  ___________________________________________________________________
 KJ0070  GEOID HEIGHT-         -23.29  (meters)                     GEOID03
 KJ0070  DYNAMIC HT  -        1197.812 (meters)    3929.82  (feet)  COMP
 KJ0070  MODELED GRAV-     979,724.3   (mgal)                       NAVD 88
 KJ0070
 KJ0070  VERT ORDER  -  SECOND    CLASS 0
 KJ0070
 KJ0070.The horizontal coordinates were scaled from a topographic map and have
 KJ0070.an estimated accuracy of +/- 6 seconds.
 KJ0070
 KJ0070.The orthometric height was determined by differential leveling
 KJ0070.and adjusted by the National Geodetic Survey in June 1991..
 KJ0070
 KJ0070.The geoid height was determined by GEOID03.
 KJ0070
 KJ0070.The dynamic height is computed by dividing the NAVD 88
 KJ0070.geopotential number by the normal gravity value computed on the
 KJ0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0070.degrees latitude (g = 980.6199 gals.).
 KJ0070
 KJ0070.The modeled gravity was interpolated from observed gravity values.
 KJ0070
 KJ0070;                    North         East    Units  Estimated Accuracy
 KJ0070;SPC CO C     -   476,430.    1,209,890.      MT  (+/- 180 meters Scaled)
 KJ0070
 KJ0070                          SUPERSEDED SURVEY CONTROL
 KJ0070
 KJ0070  NGVD 29 (??/??/92) 1198.352  (m)         3931.59   (f) ADJ UNCH    2 0
 KJ0070
 KJ0070.Superseded values are not recommended for survey control.
 KJ0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0070.See file dsdata.txt to determine how the superseded data were derived.
 KJ0070
 KJ0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD523573(NAD 83)
 KJ0070_MARKER: DB = BENCH MARK DISK
 KJ0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0070_STAMPING: L 100 1935
 KJ0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0070+STABILITY: SURFACE MOTION
 KJ0070
 KJ0070  HISTORY     - Date     Condition        Report By
 KJ0070  HISTORY     - 1935     MONUMENTED       CGS
 KJ0070  HISTORY     - 1942     GOOD             NGS
 KJ0070
 KJ0070                          STATION DESCRIPTION
 KJ0070
 KJ0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KJ0070'1.8 MI W FROM KANORADO.
 KJ0070'IN KIT CARSON COUNTY, COLORADO, 1.8 MILES WEST ALONG THE CHICAGO,
 KJ0070'ROCK ISLAND AND PACIFIC RAILROAD FROM THE STATION AT KANORADO,
 KJ0070'SHERMAN COUNTY, KANSAS, 4 POLES WEST OF MILEPOST 443, AT A
 KJ0070'NORTH-AND-SOUTH ROAD CROSSING, 43 FEET SOUTH OF THE CENTERLINE OF
 KJ0070'THE TRACK, 22 FEET WEST OF THE CENTERLINE OF THE ROAD, 8 FEET NORTH
 KJ0070'OF A FENCE CORNER AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MP0412 ***********************************************************************
 MP0412  DESIGNATION -  L 102
 MP0412  PID         -  MP0412
 MP0412  STATE/COUNTY-  CO/JACKSON
 MP0412  USGS QUAD   -  FOXPARK (1992)
 MP0412
 MP0412                         *CURRENT SURVEY CONTROL
 MP0412  ___________________________________________________________________
 MP0412* NAD 83(1986)-  41 00 14.     (N)    106 13 17.     (W)     SCALED    
 MP0412* NAVD 88     -      2676.352  (meters)    8780.66   (feet)  ADJUSTED  
 MP0412  ___________________________________________________________________
 MP0412  GEOID HEIGHT-         -10.94  (meters)                     GEOID03
 MP0412  DYNAMIC HT  -        2673.648 (meters)    8771.79  (feet)  COMP
 MP0412  MODELED GRAV-     979,516.0   (mgal)                       NAVD 88
 MP0412
 MP0412  VERT ORDER  -  FIRST     CLASS II
 MP0412
 MP0412.The horizontal coordinates were scaled from a topographic map and have
 MP0412.an estimated accuracy of +/- 6 seconds.
 MP0412
 MP0412.The orthometric height was determined by differential leveling
 MP0412.and adjusted by the National Geodetic Survey in June 1991..
 MP0412
 MP0412.The geoid height was determined by GEOID03.
 MP0412
 MP0412.The dynamic height is computed by dividing the NAVD 88
 MP0412.geopotential number by the normal gravity value computed on the
 MP0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0412.degrees latitude (g = 980.6199 gals.).
 MP0412
 MP0412.The modeled gravity was interpolated from observed gravity values.
 MP0412
 MP0412;                    North         East    Units  Estimated Accuracy
 MP0412;SPC CO N     -   490,540.      853,710.      MT  (+/- 180 meters Scaled)
 MP0412
 MP0412                          SUPERSEDED SURVEY CONTROL
 MP0412
 MP0412  NGVD 29 (??/??/92) 2675.010  (m)         8776.26   (f) ADJ UNCH    1 2
 MP0412
 MP0412.Superseded values are not recommended for survey control.
 MP0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0412.See file dsdata.txt to determine how the superseded data were derived.
 MP0412
 MP0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF972399(NAD 83)
 MP0412_MARKER: DB = BENCH MARK DISK
 MP0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0412_STAMPING: L 102 1956
 MP0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0412+STABILITY: SURFACE MOTION
 MP0412
 MP0412  HISTORY     - Date     Condition        Report By
 MP0412  HISTORY     - 1956     MONUMENTED       CGS
 MP0412
 MP0412                          STATION DESCRIPTION
 MP0412
 MP0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 MP0412'12.2 MI S FROM FOXPARK.
 MP0412'12.2 MILES SOUTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 MP0412'RAILROAD FROM THE STATION AT FOXPARK, 74 FEET SOUTH OF THE 6TH POLE
 MP0412'EAST OF MILEPOST 67, 31.7 FEET SOUTH OF THE SOUTH RAIL, 2.8 FEET WEST
 MP0412'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 MP0412'0.4 FOOT ABOVE THE GROUND, IN SECTION 13, TOWNSHIP 12 NORTH, RANGE 79
 MP0412'WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0212 ***********************************************************************
 LK0212  DESIGNATION -  L 102
 LK0212  PID         -  LK0212
 LK0212  STATE/COUNTY-  CO/PHILLIPS
 LK0212  USGS QUAD   -  GALIEN (1951)
 LK0212
 LK0212                         *CURRENT SURVEY CONTROL
 LK0212  ___________________________________________________________________
 LK0212* NAD 83(1986)-  40 41 06.     (N)    103 00 54.     (W)     SCALED    
 LK0212* NAVD 88     -      1268.996  (meters)    4163.36   (feet)  ADJUSTED  
 LK0212  ___________________________________________________________________
 LK0212  GEOID HEIGHT-         -19.90  (meters)                     GEOID03
 LK0212  DYNAMIC HT  -        1268.068 (meters)    4160.32  (feet)  COMP
 LK0212  MODELED GRAV-     979,848.6   (mgal)                       NAVD 88
 LK0212
 LK0212  VERT ORDER  -  SECOND    CLASS 0
 LK0212
 LK0212.The horizontal coordinates were scaled from a topographic map and have
 LK0212.an estimated accuracy of +/- 6 seconds.
 LK0212
 LK0212.The orthometric height was determined by differential leveling
 LK0212.and adjusted by the National Geodetic Survey in June 1991..
 LK0212
 LK0212.The geoid height was determined by GEOID03.
 LK0212
 LK0212.The dynamic height is computed by dividing the NAVD 88
 LK0212.geopotential number by the normal gravity value computed on the
 LK0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0212.degrees latitude (g = 980.6199 gals.).
 LK0212
 LK0212.The modeled gravity was interpolated from observed gravity values.
 LK0212
 LK0212;                    North         East    Units  Estimated Accuracy
 LK0212;SPC CO N     -   457,820.    1,124,440.      MT  (+/- 180 meters Scaled)
 LK0212
 LK0212                          SUPERSEDED SURVEY CONTROL
 LK0212
 LK0212  NGVD 29 (??/??/92) 1268.443  (m)         4161.55   (f) ADJ UNCH    2 0
 LK0212
 LK0212.Superseded values are not recommended for survey control.
 LK0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0212.See file dsdata.txt to determine how the superseded data were derived.
 LK0212
 LK0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF677056(NAD 83)
 LK0212_MARKER: DB = BENCH MARK DISK
 LK0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0212_STAMPING: L 102 1935
 LK0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0212+STABILITY: SURFACE MOTION
 LK0212
 LK0212  HISTORY     - Date     Condition        Report By
 LK0212  HISTORY     - 1935     MONUMENTED       CGS
 LK0212  HISTORY     - 1938     GOOD             NGS
 LK0212  HISTORY     - 1951     GOOD             NGS
 LK0212
 LK0212                          STATION DESCRIPTION
 LK0212
 LK0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 LK0212'0.2 MI W FROM GALIAN.
 LK0212'0.2 MILE WEST OF STATION SIGN GALIAN, 0.3 MILE WEST OF MILEPOLE
 LK0212'218, 52 FEET NORTH OF THE CENTER OF THE RAILROAD, 35 FEET WEST OF
 LK0212'THE CENTER OF A NORTH-SOUTH ROAD, 1-1/2 FEET WEST OF A FENCE CORNER.
 LK0212'SET HORIZONTAL IN THE TOP OF A CONCRETE POST.
 LK0212'NOTE-- MARK IS 35 FEET AND 30 FEET S OF A DIM ROAD RUNNING EAST.
 LK0212
 LK0212                          STATION RECOVERY (1951)
 LK0212
 LK0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 LK0212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0168 ***********************************************************************
 LK0168  DESIGNATION -  L 103
 LK0168  PID         -  LK0168
 LK0168  STATE/COUNTY-  CO/LOGAN
 LK0168  USGS QUAD   -  HAXTUN EAST (1980)
 LK0168
 LK0168                         *CURRENT SURVEY CONTROL
 LK0168  ___________________________________________________________________
 LK0168* NAD 83(1986)-  40 37 34.     (N)    102 33 04.     (W)     SCALED    
 LK0168* NAVD 88     -      1213.697  (meters)    3981.94   (feet)  ADJUSTED  
 LK0168  ___________________________________________________________________
 LK0168  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 LK0168  DYNAMIC HT  -        1212.817 (meters)    3979.05  (feet)  COMP
 LK0168  MODELED GRAV-     979,857.7   (mgal)                       NAVD 88
 LK0168
 LK0168  VERT ORDER  -  SECOND    CLASS 0
 LK0168
 LK0168.The horizontal coordinates were scaled from a topographic map and have
 LK0168.an estimated accuracy of +/- 6 seconds.
 LK0168
 LK0168.The orthometric height was determined by differential leveling
 LK0168.and adjusted by the National Geodetic Survey in June 1991..
 LK0168
 LK0168.The geoid height was determined by GEOID03.
 LK0168
 LK0168.The dynamic height is computed by dividing the NAVD 88
 LK0168.geopotential number by the normal gravity value computed on the
 LK0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0168.degrees latitude (g = 980.6199 gals.).
 LK0168
 LK0168.The modeled gravity was interpolated from observed gravity values.
 LK0168
 LK0168;                    North         East    Units  Estimated Accuracy
 LK0168;SPC CO N     -   452,490.    1,163,850.      MT  (+/- 180 meters Scaled)
 LK0168
 LK0168                          SUPERSEDED SURVEY CONTROL
 LK0168
 LK0168  NGVD 29 (??/??/92) 1213.188  (m)         3980.27   (f) ADJ UNCH    2 0
 LK0168
 LK0168.Superseded values are not recommended for survey control.
 LK0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0168.See file dsdata.txt to determine how the superseded data were derived.
 LK0168
 LK0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF071001(NAD 83)
 LK0168_MARKER: DD = SURVEY DISK
 LK0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0168_STAMPING: L 103 1935
 LK0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0168+STABILITY: SURFACE MOTION
 LK0168
 LK0168  HISTORY     - Date     Condition        Report By
 LK0168  HISTORY     - 1935     MONUMENTED       CGS
 LK0168  HISTORY     - 1941     GOOD             NGS
 LK0168
 LK0168                          STATION DESCRIPTION
 LK0168
 LK0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LK0168'4.2 MI E FROM HAXTUN.
 LK0168'4.2 MI. E. OF HAXTUN 4.2 MI. W. OF PAOLI 0.3 MI. W. OF M.P. 193, 35
 LK0168'FEET W. OF THE CENTER LINE OF A N. AND S. ROAD CROSSING TRACK, 70
 LK0168'FEET S. OF THE CENTER LINE OF TRACK, 55 FEET N. OF THE CENTER LINE
 LK0168'OF U.S. HWY 6, AND 30 FEET S. OF A TELEPHONE LINE.
 LK0168
 LK0168                          STATION RECOVERY (1941)
 LK0168
 LK0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LK0168'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0032 ***********************************************************************
 JM0032  DESIGNATION -  L 11
 JM0032  PID         -  JM0032
 JM0032  STATE/COUNTY-  CO/MESA
 JM0032  USGS QUAD   -  WHITEWATER (1969)
 JM0032
 JM0032                         *CURRENT SURVEY CONTROL
 JM0032  ___________________________________________________________________
 JM0032* NAD 83(1986)-  38 59 09.     (N)    108 29 29.     (W)     SCALED    
 JM0032* NAVD 88     -      1413.121  (meters)    4636.21   (feet)  POSTED    
 JM0032  ___________________________________________________________________
 JM0032  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 JM0032  DYNAMIC HT  -        1411.740 (meters)    4631.68  (feet)  COMP
 JM0032  MODELED GRAV-     979,600.3   (mgal)                       NAVD 88
 JM0032
 JM0032  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JM0032
 JM0032.The horizontal coordinates were scaled from a topographic map and have
 JM0032.an estimated accuracy of +/- 6 seconds.
 JM0032
 JM0032.The orthometric height was determined by differential leveling
 JM0032.and adjusted by the National Geodetic Survey in 1992..
 JM0032.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JM0032.rate of 0.0 thru 1.0 mm/km.
 JM0032
 JM0032.The geoid height was determined by GEOID03.
 JM0032
 JM0032.The dynamic height is computed by dividing the NAVD 88
 JM0032.geopotential number by the normal gravity value computed on the
 JM0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0032.degrees latitude (g = 980.6199 gals.).
 JM0032
 JM0032.The modeled gravity was interpolated from observed gravity values.
 JM0032
 JM0032;                    North         East    Units  Estimated Accuracy
 JM0032;SPC CO C     -   437,000.      655,280.      MT  (+/- 180 meters Scaled)
 JM0032
 JM0032                          SUPERSEDED SURVEY CONTROL
 JM0032
 JM0032  NGVD 29 (??/??/92) 1412.069  (m)         4632.76   (f) ADJ UNCH    1 2
 JM0032
 JM0032.Superseded values are not recommended for survey control.
 JM0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0032.See file dsdata.txt to determine how the superseded data were derived.
 JM0032
 JM0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ172181(NAD 83)
 JM0032_MARKER: DB = BENCH MARK DISK
 JM0032_SETTING: 66 = SET IN ROCK OUTCROP
 JM0032_SP_SET: SANDSTONE ROCK
 JM0032_STAMPING: 4632.763 L 11 1926
 JM0032_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0032+STABILITY: POSITION/ELEVATION WELL
 JM0032
 JM0032  HISTORY     - Date     Condition        Report By
 JM0032  HISTORY     - 1926     MONUMENTED       CGS
 JM0032
 JM0032                          STATION DESCRIPTION
 JM0032
 JM0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 JM0032'2.2 MI NW FROM WHITEWATER.
 JM0032'2.2 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JM0032'FROM THE STATION AT WHITEWATER, MESA COUNTY, 150 FEET WEST OF MILEPOST
 JM0032'D-414, 75 FEET NORTH OF THE TRACK, 3 FEET HIGHER THAN THE TRACK, AND
 JM0032'IN A LARGE SANDSTONE ROCK ABOUT 5 FEET ABOVE GROUND.  A STANDARD DISK,
 JM0032'STAMPED 4632.763 L 11 1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0283 ***********************************************************************
 JK0283  DESIGNATION -  L 110
 JK0283  PID         -  JK0283
 JK0283  STATE/COUNTY-  CO/EL PASO
 JK0283  USGS QUAD   -  CHEYENNE MOUNTAIN (1994)
 JK0283
 JK0283                         *CURRENT SURVEY CONTROL
 JK0283  ___________________________________________________________________
 JK0283* NAD 83(1986)-  38 42 23.     (N)    104 49 52.     (W)     SCALED    
 JK0283* NAVD 88     -      1924.391  (meters)    6313.61   (feet)  ADJUSTED  
 JK0283  ___________________________________________________________________
 JK0283  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 JK0283  DYNAMIC HT  -        1922.278 (meters)    6306.67  (feet)  COMP
 JK0283  MODELED GRAV-     979,461.7   (mgal)                       NAVD 88
 JK0283
 JK0283  VERT ORDER  -  SECOND    CLASS 0
 JK0283
 JK0283.The horizontal coordinates were scaled from a topographic map and have
 JK0283.an estimated accuracy of +/- 6 seconds.
 JK0283
 JK0283.The orthometric height was determined by differential leveling
 JK0283.and adjusted by the National Geodetic Survey in June 1991..
 JK0283
 JK0283.The geoid height was determined by GEOID03.
 JK0283
 JK0283.The dynamic height is computed by dividing the NAVD 88
 JK0283.geopotential number by the normal gravity value computed on the
 JK0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0283.degrees latitude (g = 980.6199 gals.).
 JK0283
 JK0283.The modeled gravity was interpolated from observed gravity values.
 JK0283
 JK0283;                    North         East    Units  Estimated Accuracy
 JK0283;SPC CO C     -   401,930.      972,580.      MT  (+/- 180 meters Scaled)
 JK0283
 JK0283                          SUPERSEDED SURVEY CONTROL
 JK0283
 JK0283  NGVD 29 (??/??/92) 1923.338  (m)         6310.15   (f) ADJ UNCH    2 0
 JK0283
 JK0283.Superseded values are not recommended for survey control.
 JK0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0283.See file dsdata.txt to determine how the superseded data were derived.
 JK0283
 JK0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC146842(NAD 83)
 JK0283_MARKER: DB = BENCH MARK DISK
 JK0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0283_STAMPING: L 110 1935
 JK0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0283+STABILITY: SURFACE MOTION
 JK0283
 JK0283  HISTORY     - Date     Condition        Report By
 JK0283  HISTORY     - 1935     MONUMENTED       CGS
 JK0283  HISTORY     - 1935     GOOD             NGS
 JK0283  HISTORY     - 1984     MARK NOT FOUND   NGS
 JK0283
 JK0283                          STATION DESCRIPTION
 JK0283
 JK0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 JK0283'10.4 MI S FROM COLORADO SPRINGS.
 JK0283'10.4 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 JK0283'COLORADO SPRINGS, THENCE 7.9 MILES SOUTH ALONG STATE HIGHWAY 115,
 JK0283'ABOUT MIDWAY BETWEEN TWO SHARP CURVES, 65 FEET NORTHEAST OF THE
 JK0283'CROSSING OF A ROW OF POLES, 45 FEET NORTHEAST OF THE NORTH END
 JK0283'OF A 12-INCH GALVANIZED-IRON CULVERT, AND 45 FEET NORTH OF THE
 JK0283'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED L 110 1935
 JK0283'AND SET IN THE TOP OF A CONCRETE POST.
 JK0283
 JK0283                          STATION RECOVERY (1984)
 JK0283
 JK0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0283'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1597 ***********************************************************************
 KK1597  DESIGNATION -  L 12
 KK1597  PID         -  KK1597
 KK1597  STATE/COUNTY-  CO/ADAMS
 KK1597  USGS QUAD   -  SUNNYDALE (1978)
 KK1597
 KK1597                         *CURRENT SURVEY CONTROL
 KK1597  ___________________________________________________________________
 KK1597* NAD 83(1992)-  39 52 59.29727(N)    104 22 34.41837(W)     ADJUSTED  
 KK1597* NAVD 88     -      1588.09   (+/-2cm)    5210.3    (feet)  VERTCON   
 KK1597  ___________________________________________________________________
 KK1597  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 KK1597  GEOID HEIGHT-         -18.47  (meters)                     GEOID03
 KK1597
 KK1597  HORZ ORDER  -  THIRD
 KK1597  VERT ORDER  -  THIRD ? (See Below)
 KK1597
 KK1597.The horizontal coordinates were established by classical geodetic methods
 KK1597.and adjusted by the National Geodetic Survey in January 1993..
 KK1597
 KK1597.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1597.The vertical order pertains to the NGVD 29 superseded value.
 KK1597
 KK1597.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1597
 KK1597.The geoid height was determined by GEOID03.
 KK1597
 KK1597;                    North         East     Units Scale Factor Converg.
 KK1597;SPC CO N     -   366,454.340 1,010,523.746   MT  0.99997731   +0 43 34.0
 KK1597;SPC CO N     - 1,202,275.61  3,315,359.99   sFT  0.99997731   +0 43 34.0
 KK1597;UTM  13      - 4,414,972.996   553,335.894   MT  0.99963502   +0 23 60.0
 KK1597
 KK1597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1597!SPC CO N     -   0.99975382  x   0.99997731  =   0.99973113
 KK1597!UTM  13      -   0.99975382  x   0.99963502  =   0.99938893
 KK1597
 KK1597:                Primary Azimuth Mark                     Grid Az
 KK1597:SPC CO N     -  SILO                                     018 04 45.6
 KK1597:UTM  13      -  SILO                                     018 24 19.6
 KK1597
 KK1597|---------------------------------------------------------------------|
 KK1597| PID    Reference Object                     Distance      Geod. Az  |
 KK1597|                                                           dddmmss.s |
 KK1597| KK1592 SILO                                APPROX. 8.1 KM 0184819.6 |
 KK1597|---------------------------------------------------------------------|
 KK1597
 KK1597                          SUPERSEDED SURVEY CONTROL
 KK1597
 KK1597  NAD 83(1986)-  39 52 59.28455(N)    104 22 34.41794(W) AD(       ) 3
 KK1597  NAD 27      -  39 52 59.32873(N)    104 22 32.58163(W) AD(       ) 3
 KK1597  NGVD 29 (07/19/86) 1587.23   (m)         5207.4    (f) LEVELING    3  
 KK1597
 KK1597.Superseded values are not recommended for survey control.
 KK1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1597.See file dsdata.txt to determine how the superseded data were derived.
 KK1597
 KK1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE5333614973(NAD 83)
 KK1597_MARKER: DD = SURVEY DISK
 KK1597_SETTING: 0 = UNSPECIFIED SETTING
 KK1597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1597
 KK1597  HISTORY     - Date     Condition        Report By
 KK1597  HISTORY     - 1948     MONUMENTED       USGS
 KK1597
 KK1597                          STATION DESCRIPTION
 KK1597
 KK1597'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 KK1597'STATION IS A SPIRIT LEVEL BENCH MARK.
 KK1597'
 KK1597'STATION IS LOCATED AT THE SE. COR. SEC. 12, T 2 S, R 63 W,
 KK1597'36.8 FT. SE. OF A T-RD. INTERSECTION, 3 FT. S. AND 1 FT. W. OF A
 KK1597'FENCE CORNER.
 KK1597'
 KK1597'TO REACH STATION FROM THE TOWN OF ROGGEN, PROCEED DUE S. FOR 19.5
 KK1597'MI. TO SE. COR. SEC. 12, T 2 S, R 63 W, AND STATION.
 KK1597'
 KK1597'STATION MARK--STANDARD TABLET, STAMPED ---L-12 1941---, SET IN TOP
 KK1597'OF CONCRETE POST.
 KK1597'
 KK1597'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0014 ***********************************************************************
 JJ0014  DESIGNATION -  L 12 RESET
 JJ0014  PID         -  JJ0014
 JJ0014  STATE/COUNTY-  CO/CHEYENNE
 JJ0014  USGS QUAD   -  CHEYENNE WELLS NE (1982)
 JJ0014
 JJ0014                         *CURRENT SURVEY CONTROL
 JJ0014  ___________________________________________________________________
 JJ0014* NAD 83(1986)-  38 58 19.     (N)    102 21 09.     (W)     SCALED    
 JJ0014* NAVD 88     -      1315.476  (meters)    4315.86   (feet)  ADJUSTED  
 JJ0014  ___________________________________________________________________
 JJ0014  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 JJ0014  DYNAMIC HT  -        1314.273 (meters)    4311.91  (feet)  COMP
 JJ0014  MODELED GRAV-     979,666.7   (mgal)                       NAVD 88
 JJ0014
 JJ0014  VERT ORDER  -  FIRST     CLASS II
 JJ0014
 JJ0014.The horizontal coordinates were scaled from a topographic map and have
 JJ0014.an estimated accuracy of +/- 6 seconds.
 JJ0014
 JJ0014.The orthometric height was determined by differential leveling
 JJ0014.and adjusted by the National Geodetic Survey in June 1991..
 JJ0014
 JJ0014.The geoid height was determined by GEOID03.
 JJ0014
 JJ0014.The dynamic height is computed by dividing the NAVD 88
 JJ0014.geopotential number by the normal gravity value computed on the
 JJ0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0014.degrees latitude (g = 980.6199 gals.).
 JJ0014
 JJ0014.The modeled gravity was interpolated from observed gravity values.
 JJ0014
 JJ0014;                    North         East    Units  Estimated Accuracy
 JJ0014;SPC CO C     -   435,920.    1,187,100.      MT  (+/- 180 meters Scaled)
 JJ0014
 JJ0014                          SUPERSEDED SURVEY CONTROL
 JJ0014
 JJ0014  NGVD 29 (??/??/92) 1314.945  (m)         4314.12   (f) ADJ UNCH    1 2
 JJ0014
 JJ0014.Superseded values are not recommended for survey control.
 JJ0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0014.See file dsdata.txt to determine how the superseded data were derived.
 JJ0014
 JJ0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD293169(NAD 83)
 JJ0014_MARKER: DB = BENCH MARK DISK
 JJ0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0014_STAMPING: 4314.247 L 12 1926 RESET
 JJ0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0014+STABILITY: SURFACE MOTION
 JJ0014
 JJ0014  HISTORY     - Date     Condition        Report By
 JJ0014  HISTORY     - 1939     MONUMENTED       CO-017
 JJ0014  HISTORY     - 1941     GOOD             NGS
 JJ0014
 JJ0014                          STATION DESCRIPTION
 JJ0014
 JJ0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0014'10.4 MI N FROM CHEYENNE WELLS.
 JJ0014'10.4 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE COUNTY COURTHOUSE
 JJ0014'AT CHEYENNE WELLS, 0.2 MILE NORTH OF A FARMHOUSE ON THE WEST SIDE
 JJ0014'OF THE HIGHWAY, AT THE SOUTHWEST CORNER OF SECTION 28, T 12 S,
 JJ0014'R 44 W, 62 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF AN
 JJ0014'EAST-AND-WEST SECTION-LINE ROAD, 56 FEET EAST OF THE CENTERLINE
 JJ0014'OF THE HIGHWAY, 27 FEET NORTH OF THE CENTERLINE OF THE ROAD, 12
 JJ0014'FEET EAST OF A FENCE CORNER, 3.5 FEET SOUTH OF THE FENCE, 3 FEET
 JJ0014'EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.
 JJ0014'A STANDARD DISK, STAMPED 4314.247 L 12 1926 RESET AND SET IN THE
 JJ0014'TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0003 ***********************************************************************
 KJ0003  DESIGNATION -  L 13
 KJ0003  PID         -  KJ0003
 KJ0003  STATE/COUNTY-  CO/KIT CARSON
 KJ0003  USGS QUAD   -  IDALIA SE (1969)
 KJ0003
 KJ0003                         *CURRENT SURVEY CONTROL
 KJ0003  ___________________________________________________________________
 KJ0003* NAD 83(1986)-  39 33 48.     (N)    102 15 05.     (W)     SCALED    
 KJ0003* NAVD 88     -      1155.499  (meters)    3791.00   (feet)  ADJUSTED  
 KJ0003  ___________________________________________________________________
 KJ0003  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 KJ0003  DYNAMIC HT  -        1154.540 (meters)    3787.85  (feet)  COMP
 KJ0003  MODELED GRAV-     979,756.8   (mgal)                       NAVD 88
 KJ0003
 KJ0003  VERT ORDER  -  FIRST     CLASS II
 KJ0003
 KJ0003.The horizontal coordinates were scaled from a topographic map and have
 KJ0003.an estimated accuracy of +/- 6 seconds.
 KJ0003
 KJ0003.The orthometric height was determined by differential leveling
 KJ0003.and adjusted by the National Geodetic Survey in June 1991..
 KJ0003
 KJ0003.The geoid height was determined by GEOID03.
 KJ0003
 KJ0003.The dynamic height is computed by dividing the NAVD 88
 KJ0003.geopotential number by the normal gravity value computed on the
 KJ0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0003.degrees latitude (g = 980.6199 gals.).
 KJ0003
 KJ0003.The modeled gravity was interpolated from observed gravity values.
 KJ0003
 KJ0003;                    North         East    Units  Estimated Accuracy
 KJ0003;SPC CO C     -   501,840.    1,193,500.      MT  (+/- 180 meters Scaled)
 KJ0003
 KJ0003                          SUPERSEDED SURVEY CONTROL
 KJ0003
 KJ0003  NGVD 29 (??/??/92) 1154.998  (m)         3789.36   (f) ADJ UNCH    1 2
 KJ0003
 KJ0003.Superseded values are not recommended for survey control.
 KJ0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0003.See file dsdata.txt to determine how the superseded data were derived.
 KJ0003
 KJ0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD361829(NAD 83)
 KJ0003_MARKER: DB = BENCH MARK DISK
 KJ0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0003_STAMPING: 3789.356 L 13 1926
 KJ0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0003+STABILITY: SURFACE MOTION
 KJ0003
 KJ0003  HISTORY     - Date     Condition        Report By
 KJ0003  HISTORY     - 1926     MONUMENTED       CGS
 KJ0003  HISTORY     - 1947     GOOD             NGS
 KJ0003
 KJ0003                          STATION DESCRIPTION
 KJ0003
 KJ0003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 KJ0003'17.5 MI N FROM BURLINGTON.
 KJ0003'17.5 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE CROSSING OF THE
 KJ0003'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD AT BURLINGTON, 1/2 MILE
 KJ0003'SOUTHWEST OF A BRIDGE OVER LANDSMAN CREEK, AT THE FOOT OF A HILL,
 KJ0003'AT A SHARP CURVE, 37.7 FEET WEST OF THE HIGHWAY, 3.3 FEET WEST OF
 KJ0003'A NORTH-AND-SOUTH FENCE, AND 1.3 FEET SOUTH OF A FENCE CORNER.  A
 KJ0003'STANDARD DISK, STAMPED 3789.356 L 13 1926 AND SET IN THE TOP OF A
 KJ0003'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  NOTE.- (1947 USGS
 KJ0003'REPORT) TO REACH FROM IDALIA, YUMA COUNTY, PROCEED 2 MILES EAST
 KJ0003'AND 9.75 MILES SOUTH OF IDALIA, 0.75 MILES SOUTH OF THE YUMA-KIT
 KJ0003'CARSON COUNTY LINE, ABOUT 700 FEET NORTHWEST OF THE CENTERLINE OF
 KJ0003'A ROAD LEADING NORTHWEST, ABOUT 580 FEET WEST OF THE CENTERLINE OF
 KJ0003'STATE HIGHWAY 51, 300 FEET SOUTHWEST OF A BASEMENT HOUSE, AND 32
 KJ0003'FEET WEST OF AN OLD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MP0318 ***********************************************************************
 MP0318  DESIGNATION -  L 131
 MP0318  PID         -  MP0318
 MP0318  STATE/COUNTY-  CO/ROUTT
 MP0318  USGS QUAD   -  GRIEVE RESERVOIR (1983)
 MP0318
 MP0318                         *CURRENT SURVEY CONTROL
 MP0318  ___________________________________________________________________
 MP0318* NAD 83(1986)-  41 00 05.     (N)    107 18 14.     (W)     SCALED    
 MP0318* NAVD 88     -      2015.337  (meters)    6611.98   (feet)  ADJUSTED  
 MP0318  ___________________________________________________________________
 MP0318  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 MP0318  DYNAMIC HT  -        2013.456 (meters)    6605.81  (feet)  COMP
 MP0318  MODELED GRAV-     979,619.4   (mgal)                       NAVD 88
 MP0318
 MP0318  VERT ORDER  -  SECOND    CLASS 0
 MP0318
 MP0318.The horizontal coordinates were scaled from a topographic map and have
 MP0318.an estimated accuracy of +/- 6 seconds.
 MP0318
 MP0318.The orthometric height was determined by differential leveling
 MP0318.and adjusted by the National Geodetic Survey in June 1991..
 MP0318
 MP0318.The geoid height was determined by GEOID03.
 MP0318
 MP0318.The dynamic height is computed by dividing the NAVD 88
 MP0318.geopotential number by the normal gravity value computed on the
 MP0318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0318.degrees latitude (g = 980.6199 gals.).
 MP0318
 MP0318.The modeled gravity was interpolated from observed gravity values.
 MP0318
 MP0318;                    North         East    Units  Estimated Accuracy
 MP0318;SPC CO N     -   491,560.      762,640.      MT  (+/- 180 meters Scaled)
 MP0318
 MP0318                          SUPERSEDED SURVEY CONTROL
 MP0318
 MP0318  NGVD 29 (??/??/92) 2014.098  (m)         6607.92   (f) ADJ UNCH    2 0
 MP0318
 MP0318.Superseded values are not recommended for survey control.
 MP0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0318.See file dsdata.txt to determine how the superseded data were derived.
 MP0318
 MP0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF062414(NAD 83)
 MP0318_MARKER: DB = BENCH MARK DISK
 MP0318_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MP0318_SP_SET: ABUTMENT
 MP0318_STAMPING: L 131 1934
 MP0318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MP0318
 MP0318  HISTORY     - Date     Condition        Report By
 MP0318  HISTORY     - 1934     MONUMENTED       CGS
 MP0318  HISTORY     - 1969     MARK NOT FOUND   USGS
 MP0318
 MP0318                          STATION DESCRIPTION
 MP0318
 MP0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MP0318'3.3 MI W FROM BATTLE CREEK.
 MP0318'3.3 MILES WEST ALONG STATE HIGHWAY 129 FROM BATTLE CREEK, ROUTT
 MP0318'COUNTY, AT THE STEEL BRIDGE OVER LITTLE SNAKE RIVER, AND IN THE TOP OF
 MP0318'THE EAST END OF THE NORTH ABUTMENT.  A STANDARD DISK, STAMPED L 131
 MP0318'1934.
 MP0318
 MP0318                          STATION RECOVERY (1969)
 MP0318
 MP0318'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 MP0318'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0323 ***********************************************************************
 LM0323  DESIGNATION -  L 132
 LM0323  PID         -  LM0323
 LM0323  STATE/COUNTY-  CO/ROUTT
 LM0323  USGS QUAD   -  CLARK (1962)
 LM0323
 LM0323                         *CURRENT SURVEY CONTROL
 LM0323  ___________________________________________________________________
 LM0323* NAD 83(1986)-  40 37 42.     (N)    106 56 29.     (W)     SCALED    
 LM0323* NAVD 88     -      2123.923  (meters)    6968.24   (feet)  ADJUSTED  
 LM0323  ___________________________________________________________________
 LM0323  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 LM0323  DYNAMIC HT  -        2121.834 (meters)    6961.38  (feet)  COMP
 LM0323  MODELED GRAV-     979,565.4   (mgal)                       NAVD 88
 LM0323
 LM0323  VERT ORDER  -  SECOND    CLASS 0
 LM0323
 LM0323.The horizontal coordinates were scaled from a topographic map and have
 LM0323.an estimated accuracy of +/- 6 seconds.
 LM0323
 LM0323.The orthometric height was determined by differential leveling
 LM0323.and adjusted by the National Geodetic Survey in June 1991..
 LM0323
 LM0323.The geoid height was determined by GEOID03.
 LM0323
 LM0323.The dynamic height is computed by dividing the NAVD 88
 LM0323.geopotential number by the normal gravity value computed on the
 LM0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0323.degrees latitude (g = 980.6199 gals.).
 LM0323
 LM0323.The modeled gravity was interpolated from observed gravity values.
 LM0323
 LM0323;                    North         East    Units  Estimated Accuracy
 LM0323;SPC CO N     -   449,580.      792,460.      MT  (+/- 180 meters Scaled)
 LM0323
 LM0323                          SUPERSEDED SURVEY CONTROL
 LM0323
 LM0323  NGVD 29 (??/??/92) 2122.641  (m)         6964.03   (f) ADJ UNCH    2 0
 LM0323
 LM0323.Superseded values are not recommended for survey control.
 LM0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0323.See file dsdata.txt to determine how the superseded data were derived.
 LM0323
 LM0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE358993(NAD 83)
 LM0323_MARKER: DB = BENCH MARK DISK
 LM0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0323_STAMPING: L 132 1934
 LM0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0323+STABILITY: SURFACE MOTION
 LM0323
 LM0323  HISTORY     - Date     Condition        Report By
 LM0323  HISTORY     - 1934     MONUMENTED       CGS
 LM0323  HISTORY     - 1959     MARK NOT FOUND   NGS
 LM0323
 LM0323                          STATION DESCRIPTION
 LM0323
 LM0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LM0323'6.5 MI S FROM CLARK.
 LM0323'6.5 MILES SOUTH ALONG STATE HIGHWAY 129 FROM CLARK, ROUTT COUNTY, 0.3
 LM0323'MILE NORTHWEST OF THE D.L. HARMON RANCH HOUSE, 225 FEET WEST OF A
 LM0323'SUMMIT EAST OF THE HIGHWAY, 90 FEET NORTHEAST OF AN IRRIGATION DITCH,
 LM0323'AND 18 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD
 LM0323'DISK, STAMPED L 132 1934 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 LM0323'RESIDENTS STATED WAS DESTROYED DUE TO RELOCATION OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0450 ***********************************************************************
 LL0450  DESIGNATION -  L 135
 LL0450  PID         -  LL0450
 LL0450  STATE/COUNTY-  CO/LARIMER
 LL0450  USGS QUAD   -  BIG NARROWS (1975)
 LL0450
 LL0450                         *CURRENT SURVEY CONTROL
 LL0450  ___________________________________________________________________
 LL0450* NAD 83(1992)-  40 41 01.80005(N)    105 22 48.48352(W)     ADJUSTED  
 LL0450* NAVD 88     -      1833.548  (meters)    6015.57   (feet)  ADJUSTED  
 LL0450  ___________________________________________________________________
 LL0450  X           -  -1,284,981.935 (meters)                     COMP
 LL0450  Y           -  -4,671,423.248 (meters)                     COMP
 LL0450  Z           -   4,137,048.138 (meters)                     COMP
 LL0450  LAPLACE CORR-         -16.04  (seconds)                    DEFLEC99
 LL0450  ELLIP HEIGHT-        1820.33  (meters)          (12/03/02) GPS OBS
 LL0450  GEOID HEIGHT-         -13.22  (meters)                     GEOID03
 LL0450  DYNAMIC HT  -        1831.903 (meters)    6010.17  (feet)  COMP
 LL0450  MODELED GRAV-     979,662.4   (mgal)                       NAVD 88
 LL0450
 LL0450  HORZ ORDER  -  FIRST
 LL0450  VERT ORDER  -  SECOND    CLASS 0
 LL0450  ELLP ORDER  -  FOURTH    CLASS II
 LL0450
 LL0450.The horizontal coordinates were established by GPS observations
 LL0450.and adjusted by the National Geodetic Survey in March 1998..
 LL0450
 LL0450.The orthometric height was determined by differential leveling
 LL0450.and adjusted by the National Geodetic Survey in June 1991..
 LL0450
 LL0450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL0450
 LL0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL0450
 LL0450.The ellipsoidal height was determined by GPS observations
 LL0450.and is referenced to NAD 83.
 LL0450
 LL0450.The geoid height was determined by GEOID03.
 LL0450
 LL0450.The dynamic height is computed by dividing the NAVD 88
 LL0450.geopotential number by the normal gravity value computed on the
 LL0450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0450.degrees latitude (g = 980.6199 gals.).
 LL0450
 LL0450.The modeled gravity was interpolated from observed gravity values.
 LL0450
 LL0450;                    North         East     Units Scale Factor Converg.
 LL0450;SPC CO N     -   454,758.272   924,534.636   MT  0.99998537   +0 04 38.8
 LL0450;SPC CO N     - 1,491,986.10  3,033,244.05   sFT  0.99998537   +0 04 38.8
 LL0450;UTM  13      - 4,503,729.994   467,877.808   MT  0.99961270   -0 14 52.1
 LL0450
 LL0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL0450!SPC CO N     -   0.99971453  x   0.99998537  =   0.99969991
 LL0450!UTM  13      -   0.99971453  x   0.99961270  =   0.99932734
 LL0450
 LL0450                          SUPERSEDED SURVEY CONTROL
 LL0450
 LL0450  ELLIP H (03/31/98) 1820.35   (m)                       GP(       ) 4 1
 LL0450  NAVD 88 (03/31/98) 1833.55   (m)         6015.6    (f) LEVELING    3  
 LL0450  NGVD 29 (??/??/92) 1832.486  (m)         6012.08   (f) ADJ UNCH    2 0
 LL0450
 LL0450.Superseded values are not recommended for survey control.
 LL0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0450.See file dsdata.txt to determine how the superseded data were derived.
 LL0450
 LL0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF6787803730(NAD 83)
 LL0450_MARKER: DB = BENCH MARK DISK
 LL0450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0450_STAMPING: L 135 1934
 LL0450_MARK LOGO: CGS   
 LL0450_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL0450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0450+STABILITY: SURFACE MOTION
 LL0450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0450+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2006
 LL0450
 LL0450  HISTORY     - Date     Condition        Report By
 LL0450  HISTORY     - 1934     MONUMENTED       CGS
 LL0450  HISTORY     - 19970224 GOOD             CODOT
 LL0450  HISTORY     - 20060611 GOOD             GEOCAC
 LL0450
 LL0450                          STATION DESCRIPTION
 LL0450
 LL0450'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0450'15.4 MI W FROM TEDS PLACE.
 LL0450'15.4 MILES W OF TEDS PLACE ALONG HWY. 14 FROM JCT. OF HWY-285 AND
 LL0450'14, 90 FEET SOUTHWEST OF CORRUGATED IRON CULVERT UNDER HIGHWAY AT
 LL0450'EDGE OF ROCKY CLIFF, 65 FEET SOUTH OF CONCRETE STOVE ERECTED BY FT.
 LL0450'. COLLINS LIONS CLUB, 35 FEET SOUTHWEST OF BOULDER ON NORTHEAST
 LL0450'EDGE OF ROAD, 22 FEET SOUTHEAST OF CENTERLINE OF ROAD AND 3 FEET
 LL0450'ABOVE LEVEL OF ROAD.
 LL0450
 LL0450                          STATION RECOVERY (1997)
 LL0450
 LL0450'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 LL0450'THE STATION IS LOCATED ABOUT 17 MI (27.4 KM) NORTHWEST OF FORT
 LL0450'COLLINS, 10 MI (16.1 KM) WEST-NORTHWEST OF TEDS PLACE AND 4 MI (6.4
 LL0450'KM) WEST OF POUDRE PARK, IN THE SOUTHWEST 1/4 OF SECTION 5, T 8 N, R
 LL0450'71 W, AT STATE HIGHWAY 14 MILEPOST 106.35.  OWNERSHIP--COLORADO DEPT.
 LL0450'OF TRANSPORTATION RIGHT-OF-WAY TO REACH THE STATION FROM THE
 LL0450'INTERSECTION OF STATE HIGHWAY 14 AND U. S.  HIGHWAY 287 AT TEDS PLACE,
 LL0450'GO WEST ON STATE HIGHWAY 14 FOR 15.4 MI (24.8 KM) TO THE STATION ON
 LL0450'THE LEFT THE MARK IS A STANDARD DISK SET IN A 15 CM SQUARE PRE-CASTE
 LL0450'CONCRETE POST, PROJECTING 30 CM ABOVE THE GROUND.  IT IS 67.0 M (219.8
 LL0450'FT) EAST FROM THE INTERSECTION OF STATE HIGHWAY 14 AND A TRACK ROAD
 LL0450'SOUTH, 20.0 M (65.6 FT) SOUTHWEST FROM A 24-INCH GALVANIZED CULVERT,
 LL0450'11.8 M (38.7 FT) SOUTH-SOUTHEAST FROM THE CENTER LINE OF STATE HIGHWAY
 LL0450'14, 0.7 M (2.3 FT) SOUTH FROM A WITNESS POST, 0.6 M (2.0 FT) NORTHEAST
 LL0450'FROM A WITNESS POST AND AT THE EASTERN EDGE OF A DRAINAGE CUT FOR THE
 LL0450'HIGHWAY.
 LL0450
 LL0450                          STATION RECOVERY (2006)
 LL0450
 LL0450'RECOVERY NOTE BY GEOCACHING 2006 (TLX)
 LL0450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0258 ***********************************************************************
 LL0258  DESIGNATION -  L 136
 LL0258  PID         -  LL0258
 LL0258  STATE/COUNTY-  CO/LARIMER
 LL0258  USGS QUAD   -  TIMNATH (1971)
 LL0258
 LL0258                         *CURRENT SURVEY CONTROL
 LL0258  ___________________________________________________________________
 LL0258* NAD 83(1986)-  40 30 31.     (N)    104 57 01.     (W)     SCALED    
 LL0258* NAVD 88     -      1472.399  (meters)    4830.70   (feet)  ADJUSTED  
 LL0258  ___________________________________________________________________
 LL0258  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 LL0258  DYNAMIC HT  -        1471.154 (meters)    4826.61  (feet)  COMP
 LL0258  MODELED GRAV-     979,727.7   (mgal)                       NAVD 88
 LL0258
 LL0258  VERT ORDER  -  SECOND    CLASS 0
 LL0258
 LL0258.The horizontal coordinates were scaled from a topographic map and have
 LL0258.an estimated accuracy of +/- 6 seconds.
 LL0258
 LL0258.The orthometric height was determined by differential leveling
 LL0258.and adjusted by the National Geodetic Survey in June 1991..
 LL0258
 LL0258.The geoid height was determined by GEOID03.
 LL0258
 LL0258.The dynamic height is computed by dividing the NAVD 88
 LL0258.geopotential number by the normal gravity value computed on the
 LL0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0258.degrees latitude (g = 980.6199 gals.).
 LL0258
 LL0258.The modeled gravity was interpolated from observed gravity values.
 LL0258
 LL0258;                    North         East    Units  Estimated Accuracy
 LL0258;SPC CO N     -   435,440.      960,990.      MT  (+/- 180 meters Scaled)
 LL0258
 LL0258                          SUPERSEDED SURVEY CONTROL
 LL0258
 LL0258  NGVD 29 (??/??/92) 1471.460  (m)         4827.61   (f) ADJ UNCH    2 0
 LL0258
 LL0258.Superseded values are not recommended for survey control.
 LL0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0258.See file dsdata.txt to determine how the superseded data were derived.
 LL0258
 LL0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE042842(NAD 83)
 LL0258_MARKER: DB = BENCH MARK DISK
 LL0258_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LL0258_SP_SET: ABUTMENT
 LL0258_STAMPING: L 136 1934
 LL0258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0258
 LL0258  HISTORY     - Date     Condition        Report By
 LL0258  HISTORY     - 1934     MONUMENTED       CGS
 LL0258
 LL0258                          STATION DESCRIPTION
 LL0258
 LL0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0258'AT KERNS SIDING.
 LL0258'AT THE NORTH END OF KERNS SIDING, IN THE TOP OF THE SOUTH END OF
 LL0258'WEST ABUTMENT OF RAILWAY BRIDGE 83.45 OVER 2 OUTLET, BRONZE TABLET
 LL0258'SET HORIZONTALLY IN TOP OF ABUTMENT DIRECTLY ABOVE SOUTH MOST END
 LL0258'OF CONCRETE HORIZONTAL BRIDGE SUPPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0548 ***********************************************************************
 LL0548  DESIGNATION -  L 137
 LL0548  PID         -  LL0548
 LL0548  STATE/COUNTY-  CO/LARIMER
 LL0548  USGS QUAD   -  VIRGINIA DALE (1967)
 LL0548
 LL0548                         *CURRENT SURVEY CONTROL
 LL0548  ___________________________________________________________________
 LL0548* NAD 83(1992)-  40 53 59.04432(N)    105 17 40.53689(W)     ADJUSTED  
 LL0548* NAVD 88     -      2033.790  (meters)    6672.53   (feet)  ADJUSTED  
 LL0548  ___________________________________________________________________
 LL0548  LAPLACE CORR-         -13.74  (seconds)                    DEFLEC99
 LL0548  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 LL0548  DYNAMIC HT  -        2031.965 (meters)    6666.54  (feet)  COMP
 LL0548  MODELED GRAV-     979,653.8   (mgal)                       NAVD 88
 LL0548
 LL0548  HORZ ORDER  -  SECOND
 LL0548  VERT ORDER  -  SECOND    CLASS 0
 LL0548
 LL0548.The horizontal coordinates were established by classical geodetic methods
 LL0548.and adjusted by the National Geodetic Survey in January 1993..
 LL0548
 LL0548.The orthometric height was determined by differential leveling
 LL0548.and adjusted by the National Geodetic Survey in June 1991..
 LL0548
 LL0548.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL0548
 LL0548.The geoid height was determined by GEOID03.
 LL0548
 LL0548.The dynamic height is computed by dividing the NAVD 88
 LL0548.geopotential number by the normal gravity value computed on the
 LL0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0548.degrees latitude (g = 980.6199 gals.).
 LL0548
 LL0548.The modeled gravity was interpolated from observed gravity values.
 LL0548
 LL0548;                    North         East     Units Scale Factor Converg.
 LL0548;SPC CO N     -   478,747.320   931,710.246   MT  1.00002096   +0 07 57.8
 LL0548;SPC CO N     - 1,570,690.17  3,056,786.03   sFT  1.00002096   +0 07 57.8
 LL0548;SPC WY E     -    44,394.869   189,221.224   MT  0.99993893   -0 05 01.5
 LL0548;UTM  13      - 4,527,668.507   475,186.706   MT  0.99960758   -0 11 34.4
 LL0548
 LL0548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL0548!SPC CO N     -   0.99968320  x   1.00002096  =   0.99970415
 LL0548!SPC WY E     -   0.99968320  x   0.99993893  =   0.99962215
 LL0548!UTM  13      -   0.99968320  x   0.99960758  =   0.99929090
 LL0548
 LL0548                          SUPERSEDED SURVEY CONTROL
 LL0548
 LL0548  NAD 83(1986)-  40 53 59.04003(N)    105 17 40.53466(W) AD(       ) 2
 LL0548  NAD 27      -  40 53 59.10100(N)    105 17 38.59100(W) AD(       ) 2
 LL0548  NGVD 29 (??/??/92) 2032.717  (m)         6669.01   (f) ADJ UNCH    2 0
 LL0548
 LL0548.Superseded values are not recommended for survey control.
 LL0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0548.See file dsdata.txt to determine how the superseded data were derived.
 LL0548
 LL0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF7518727669(NAD 83)
 LL0548_MARKER: DB = BENCH MARK DISK
 LL0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0548_STAMPING: L 137 1934
 LL0548_MARK LOGO: CGS   
 LL0548_MAGNETIC: N = NO MAGNETIC MATERIAL
 LL0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0548+STABILITY: SURFACE MOTION
 LL0548
 LL0548  HISTORY     - Date     Condition        Report By
 LL0548  HISTORY     - 1949     MONUMENTED       CGS
 LL0548  HISTORY     - 1952     GOOD             NGS
 LL0548  HISTORY     - 19810318 GOOD             NGS
 LL0548
 LL0548                          STATION DESCRIPTION
 LL0548
 LL0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LL0548'MARK IS A U.S. COAST AND GEODETIC SURVEY BENCH MARK
 LL0548'LOCATED 6 INCHES WEST-SOUTHWEST OF THE RIGHT-OF-WAY FENCE LINE,
 LL0548'ABOUT 6 PACES SOUTHEAST OF A CATTLE GUARD AND ABOUT 17 PACES
 LL0548'EAST-NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 287.  THE MARK
 LL0548'IS SET IN THE TOP OF A 5-INCH SQUARE CONCRETE POST PROJECTING
 LL0548'4 INCHES AND IS STAMPED, L 137 1934.
 LL0548'
 LL0548'TO REACH THE STATION FROM THE POST OFFICE AND SERVICE STATION
 LL0548'AT VIRGINIA DALE, GO SOUTH ON U.S. HIGHWAY 287 FOR 5.0 MILES
 LL0548'TO THE STATION AS DESCRIBED ABOVE.  TO REACH THE AZIMUTH MARK
 LL0548'CONTINUE SOUTH ON U.S. HIGHWAY 287 FOR 0.3 MILE TO THE MARK
 LL0548'ON THE LEFT.  A DRIVE STATION.
 LL0548
 LL0548                          STATION RECOVERY (1952)
 LL0548
 LL0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 LL0548'5 MI SE FROM VIRGINIA DALE.
 LL0548'5.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE
 LL0548'AT VIRGINIA DALE, 0.25 MILE SOUTHEAST OF A SMALL WOODEN BRIDGE,
 LL0548'60.5 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 24 FEET
 LL0548'SOUTHEAST OF THE SOUTHEAST END OF A CATTLE GUARD, 1 FOOT SOUTHWEST
 LL0548'OF A FENCE, 59 FEET SOUTHEAST OF TRIANGULATION STATION TEN
 LL0548'MILE 1949, 1 FOOT NORTHEAST OF A WITNESS POST, SET IN THE TOP
 LL0548'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 LL0548'THIS BENCH MARK WAS USED AS A REFERENCE MARK FOR TRIANGULATION STATION
 LL0548'TEN MILE 1949.
 LL0548
 LL0548                          STATION RECOVERY (1981)
 LL0548
 LL0548'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 LL0548'STATION RECOVERED AND MARKS WAS IN GOOD CONDITION. MARK 2 IS A
 LL0548'STANDARD BENCH MARK DISK STAMPED--L 137 1934--, SET IN THE TOP OF A
 LL0548'SQUARE CONCRETE MONUMENT PROJECTING 1 INCH, 57 FEET (17.4 M)
 LL0548'EAST-NORTHEAST OF CENTER OF ROAD, 25 FEET (7.6 M) SOUTH-SOUTHEAST OF
 LL0548'THE CENTER OF AN OLD CATTLE GUARD, 9 FEET (2.7 M) SOUTH-SOUTHEAST OF A
 LL0548'FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0966 ***********************************************************************
 KK0966  DESIGNATION -  L 139
 KK0966  PID         -  KK0966
 KK0966  STATE/COUNTY-  CO/GRAND
 KK0966  USGS QUAD   -  FRASER (1957)
 KK0966
 KK0966                         *CURRENT SURVEY CONTROL
 KK0966  ___________________________________________________________________
 KK0966* NAD 83(1986)-  39 59 36.     (N)    105 50 35.     (W)     SCALED    
 KK0966* NAVD 88     -      2539.066  (meters)    8330.25   (feet)  ADJUSTED  
 KK0966  ___________________________________________________________________
 KK0966  GEOID HEIGHT-         -12.43  (meters)                     GEOID03
 KK0966  DYNAMIC HT  -        2536.222 (meters)    8320.92  (feet)  COMP
 KK0966  MODELED GRAV-     979,413.7   (mgal)                       NAVD 88
 KK0966
 KK0966  VERT ORDER  -  FIRST     CLASS II
 KK0966
 KK0966.The horizontal coordinates were scaled from a topographic map and have
 KK0966.an estimated accuracy of +/- 6 seconds.
 KK0966
 KK0966.The orthometric height was determined by differential leveling
 KK0966.and adjusted by the National Geodetic Survey in June 1991..
 KK0966
 KK0966.The geoid height was determined by GEOID03.
 KK0966
 KK0966.The dynamic height is computed by dividing the NAVD 88
 KK0966.geopotential number by the normal gravity value computed on the
 KK0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0966.degrees latitude (g = 980.6199 gals.).
 KK0966
 KK0966.The modeled gravity was interpolated from observed gravity values.
 KK0966
 KK0966;                    North         East    Units  Estimated Accuracy
 KK0966;SPC CO N     -   378,140.      885,110.      MT  (+/- 180 meters Scaled)
 KK0966
 KK0966                          SUPERSEDED SURVEY CONTROL
 KK0966
 KK0966  NGVD 29 (??/??/92) 2537.675  (m)         8325.69   (f) ADJ UNCH    1 2
 KK0966
 KK0966.Superseded values are not recommended for survey control.
 KK0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0966.See file dsdata.txt to determine how the superseded data were derived.
 KK0966
 KK0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE280273(NAD 83)
 KK0966_MARKER: DB = BENCH MARK DISK
 KK0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0966_STAMPING: L 139 1934
 KK0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0966+STABILITY: SURFACE MOTION
 KK0966
 KK0966  HISTORY     - Date     Condition        Report By
 KK0966  HISTORY     - 1934     MONUMENTED       CGS
 KK0966  HISTORY     - 1954     GOOD             NGS
 KK0966  HISTORY     - 1957     GOOD             USGS
 KK0966
 KK0966                          STATION DESCRIPTION
 KK0966
 KK0966'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0966'0.3 MI W FROM TABERNASH.
 KK0966'0.3 MILE WEST ALONG THE DENVER AND SALT LAKE RAILROAD FROM THE
 KK0966'WATER TANK AT TABERNASH, 63 FEET SOUTH OF THE SOUTH RAIL OF THE
 KK0966'SOUTH TRACK, 18 FEET NORTH OF THE CENTER LINE OF A GRAVELED ROAD,
 KK0966'88 FEET EAST OF THE CENTER OF A STREET JUNCTION, 42.2 FEET NORTHEAST
 KK0966'OF THE NORTHEAST CORNER OF AN OLD HOUSE, 118 FEET SOUTHEAST OF THE
 KK0966'CENTER OF A GRAVELED ROAD CROSSING, 1.2 FEET NORTH OF A FENCE,
 KK0966'0.6 FOOT NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 KK0966'POST WHICH IS 0.2 FOOT BELOW THE TOP OF THE GROUND.
 KK0966
 KK0966                          STATION RECOVERY (1957)
 KK0966
 KK0966'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 KK0966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0070 ***********************************************************************
 LK0070  DESIGNATION -  L 14
 LK0070  PID         -  LK0070
 LK0070  STATE/COUNTY-  CO/YUMA
 LK0070  USGS QUAD   -  ECKLEY NE (1971)
 LK0070
 LK0070                         *CURRENT SURVEY CONTROL
 LK0070  ___________________________________________________________________
 LK0070* NAD 83(1986)-  40 11 27.     (N)    102 15 03.     (W)     SCALED    
 LK0070* NAVD 88     -      1134.882  (meters)    3723.36   (feet)  ADJUSTED  
 LK0070  ___________________________________________________________________
 LK0070  GEOID HEIGHT-         -21.86  (meters)                     GEOID03
 LK0070  DYNAMIC HT  -        1134.025 (meters)    3720.55  (feet)  COMP
 LK0070  MODELED GRAV-     979,831.3   (mgal)                       NAVD 88
 LK0070
 LK0070  VERT ORDER  -  FIRST     CLASS II
 LK0070
 LK0070.The horizontal coordinates were scaled from a topographic map and have
 LK0070.an estimated accuracy of +/- 6 seconds.
 LK0070
 LK0070.The orthometric height was determined by differential leveling
 LK0070.and adjusted by the National Geodetic Survey in June 1991..
 LK0070
 LK0070.The geoid height was determined by GEOID03.
 LK0070
 LK0070.The dynamic height is computed by dividing the NAVD 88
 LK0070.geopotential number by the normal gravity value computed on the
 LK0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0070.degrees latitude (g = 980.6199 gals.).
 LK0070
 LK0070.The modeled gravity was interpolated from observed gravity values.
 LK0070
 LK0070;                    North         East    Units  Estimated Accuracy
 LK0070;SPC CO N     -   405,080.    1,191,010.      MT  (+/- 180 meters Scaled)
 LK0070
 LK0070                          SUPERSEDED SURVEY CONTROL
 LK0070
 LK0070  NGVD 29 (??/??/92) 1134.398  (m)         3721.77   (f) ADJ UNCH    1 2
 LK0070
 LK0070.Superseded values are not recommended for survey control.
 LK0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0070.See file dsdata.txt to determine how the superseded data were derived.
 LK0070
 LK0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE340525(NAD 83)
 LK0070_MARKER: DB = BENCH MARK DISK
 LK0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0070_STAMPING: L 14 1926 3721.771
 LK0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0070+STABILITY: SURFACE MOTION
 LK0070
 LK0070  HISTORY     - Date     Condition        Report By
 LK0070  HISTORY     - 1926     MONUMENTED       CGS
 LK0070  HISTORY     - 1971     GOOD             NGS
 LK0070
 LK0070                          STATION DESCRIPTION
 LK0070
 LK0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 LK0070'9 MI N FROM WRAY.
 LK0070'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 34 AND 385 AT WRAY,
 LK0070'COLORADO, GO NORTH ALONG HIGHWAY 385 FOR 6.7 MILES TO CROSSROADS,
 LK0070'TURN LEFT (W) FOR 0.25 MILES TO T-ROAD, TURN RIGHT (N) FOR 1.5
 LK0070'MILES, MARK IS LOCATED 45 FEET S. AND 2 FEET W. OF NE COR. OF
 LK0070'R.O.W. FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3078 ***********************************************************************
 AI3078  DESIGNATION -  L 14
 AI3078  PID         -  AI3078
 AI3078  STATE/COUNTY-  CO/ADAMS
 AI3078  USGS QUAD   -  SUNNYDALE (1978)
 AI3078
 AI3078                         *CURRENT SURVEY CONTROL
 AI3078  ___________________________________________________________________
 AI3078* NAD 83(1992)-  39 56 28.41069(N)    104 29 21.79505(W)     ADJUSTED  
 AI3078* NAVD 88     -      1557.2    (meters)    5109.     (feet)  GPS OBS   
 AI3078  ___________________________________________________________________
 AI3078  X           -  -1,225,502.864 (meters)                     COMP
 AI3078  Y           -  -4,742,291.411 (meters)                     COMP
 AI3078  Z           -   4,073,972.174 (meters)                     COMP
 AI3078  LAPLACE CORR-          -3.59  (seconds)                    DEFLEC99
 AI3078  ELLIP HEIGHT-        1538.88  (meters)          (12/03/02) GPS OBS
 AI3078  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 AI3078
 AI3078  HORZ ORDER  -  FIRST
 AI3078  ELLP ORDER  -  FOURTH    CLASS II
 AI3078
 AI3078.The horizontal coordinates were established by GPS observations
 AI3078.and adjusted by the National Geodetic Survey in December 1999..
 AI3078
 AI3078.The orthometric height was determined by GPS observations and a
 AI3078.high-resolution geoid model.
 AI3078
 AI3078.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3078
 AI3078.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3078
 AI3078.The ellipsoidal height was determined by GPS observations
 AI3078.and is referenced to NAD 83.
 AI3078
 AI3078.The geoid height was determined by GEOID03.
 AI3078
 AI3078;                    North         East     Units Scale Factor Converg.
 AI3078;SPC CO N     -   372,786.845 1,000,771.528   MT  0.99997135   +0 39 10.8
 AI3078;SPC CO N     - 1,223,051.51  3,283,364.59   sFT  0.99997135   +0 39 10.8
 AI3078;UTM  13      - 4,421,358.618   543,623.177   MT  0.99962343   +0 19 40.1
 AI3078
 AI3078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3078!SPC CO N     -   0.99975864  x   0.99997135  =   0.99973000
 AI3078!UTM  13      -   0.99975864  x   0.99962343  =   0.99938216
 AI3078
 AI3078                          SUPERSEDED SURVEY CONTROL
 AI3078
 AI3078  ELLIP H (12/27/99) 1538.92   (m)                       GP(       ) 4 1
 AI3078
 AI3078.Superseded values are not recommended for survey control.
 AI3078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3078.See file dsdata.txt to determine how the superseded data were derived.
 AI3078
 AI3078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE4362321359(NAD 83)
 AI3078_MARKER: DB = BENCH MARK DISK
 AI3078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3078_STAMPING: L14 1941
 AI3078_MARK LOGO: CGS   
 AI3078_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI3078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3078+STABILITY: SURFACE MOTION
 AI3078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3078+SATELLITE: SATELLITE OBSERVATIONS - 1941
 AI3078
 AI3078  HISTORY     - Date     Condition        Report By
 AI3078  HISTORY     - 1941     MONUMENTED       CGS
 AI3078  HISTORY     - 20050318 POOR             INDIV
 AI3078
 AI3078                          STATION DESCRIPTION
 AI3078
 AI3078'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AI3078'DESCRIBED BY JR ENGINEERING (TGB) .  THE STATION IS LOCATED ABOUT 13.0
 AI3078'MI (20.9 KM) NORTHWEST OF BENNETT IN THE SOUTHWEST 1/4 OF SECTION 19,
 AI3078'T 1 S, R 63 W, 6TH P.M.  OWNERSHIP--ADAMS COUNTY.  TO REACH THE
 AI3078'STATION FROM THE I-70 BENNETT EXIT (EXIT 304) , PROCEED NORTH ON STATE
 AI3078'HIGHWAY 79 FOR 1.2 MI (1.9 KM) TO THE INTERSECTION OF STATE HIGHWAY
 AI3078'36, TURN RIGHT AND PROCEED EAST ON STATE HIGHWAY 79 AND 36 FOR 0.25 MI
 AI3078'(0.40 KM) TO THE JUNCTION OF STATE HIGHWAY 79 (ADAMS STREET) , TURN
 AI3078'LEFT ON STATE HIGHWAY 79 (ALSO IDENTIFIED AS KIOWA-BENNETT ROAD) AND
 AI3078'PROCEED NORTH FOR 13.6 MI (21.9 KM) TO THE INTERSECTION OF 144TH
 AI3078'AVENUE, TURN LEFT AND PROCEED WEST ON 144TH AVENUE FOR 3.1 MI (5.0 KM)
 AI3078'TO THE INTERSECTION OF HARBACK ROAD, TURN LEFT AND PROCEED SOUTH FOR
 AI3078'1.0 MI (1.6 KM) ON HARBACH ROAD TO THE INTERSECTION OF 136TH AVENUE,
 AI3078'TURN RIGHT AND PROCEED WEST ON 136TH AVENUE FOR 1.0 MI (1.6 KM) AND
 AI3078'STATION ON THE RIGHT.  THE STATION IS A STANDARD DISK, STAMPED L 14
 AI3078'1941 AND SET IN THE TOP OF A CONCRETE POST SET FLUSH WITH THE GROUND.
 AI3078'IT IS 25.0 FT (7.6 M) NORTH OF THE CENTER OF 136TH AVENUE, 20.0 FET
 AI3078'EAST OF THE CENTER OF A DIRT ROAD TO THE NORTH, 4.0 FT (1.2 M)
 AI3078'SOUTHWEST OF A WOOD FENCE POST, 56.5 FT (17.2 M) NORTH OF A UTILITY
 AI3078'POLE, 3.4 FT (1.0 M) SOUTHWEST OF A FIBERGLASS WITNESS POST, 1.0 FT
 AI3078'(0.3 M) NORTHWEST OF A FIBERGLASS WITNESS POST, 3.0 FT (0.9 M)
 AI3078'SOUTHEAST OF A FIBERGLASS WITNESS POST AND 0.5 FT (15.2 CM) BELOW
 AI3078'136TH AVENUE.  DESCRIPTION BY T.G. BEERS.
 AI3078
 AI3078                          STATION RECOVERY (2005)
 AI3078
 AI3078'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (MRH)
 AI3078'HIT BY TRACTOR
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1042 ***********************************************************************
 KK1042  DESIGNATION -  L 140
 KK1042  PID         -  KK1042
 KK1042  STATE/COUNTY-  CO/CLEAR CREEK
 KK1042  USGS QUAD   -  EMPIRE (1974)
 KK1042
 KK1042                         *CURRENT SURVEY CONTROL
 KK1042  ___________________________________________________________________
 KK1042* NAD 83(1986)-  39 45 40.     (N)    105 41 55.     (W)     SCALED    
 KK1042* NAVD 88     -      2630.239  (meters)    8629.38   (feet)  ADJUSTED  
 KK1042  ___________________________________________________________________
 KK1042  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 KK1042  DYNAMIC HT  -        2627.117 (meters)    8619.13  (feet)  COMP
 KK1042  MODELED GRAV-     979,344.5   (mgal)                       NAVD 88
 KK1042
 KK1042  VERT ORDER  -  FIRST     CLASS II
 KK1042
 KK1042.The horizontal coordinates were scaled from a topographic map and have
 KK1042.an estimated accuracy of +/- 6 seconds.
 KK1042
 KK1042.The orthometric height was determined by differential leveling
 KK1042.and adjusted by the National Geodetic Survey in June 1991..
 KK1042
 KK1042.The geoid height was determined by GEOID03.
 KK1042
 KK1042.The dynamic height is computed by dividing the NAVD 88
 KK1042.geopotential number by the normal gravity value computed on the
 KK1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1042.degrees latitude (g = 980.6199 gals.).
 KK1042
 KK1042.The modeled gravity was interpolated from observed gravity values.
 KK1042
 KK1042;                    North         East    Units  Estimated Accuracy
 KK1042;SPC CO C     -   518,820.      897,380.      MT  (+/- 180 meters Scaled)
 KK1042
 KK1042                          SUPERSEDED SURVEY CONTROL
 KK1042
 KK1042  NGVD 29 (??/??/92) 2628.719  (m)         8624.39   (f) ADJ UNCH    1 2
 KK1042
 KK1042.Superseded values are not recommended for survey control.
 KK1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1042.See file dsdata.txt to determine how the superseded data were derived.
 KK1042
 KK1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE401014(NAD 83)
 KK1042_MARKER: DB = BENCH MARK DISK
 KK1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK1042_STAMPING: L 140 1934
 KK1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1042+STABILITY: SURFACE MOTION
 KK1042
 KK1042  HISTORY     - Date     Condition        Report By
 KK1042  HISTORY     - 1934     MONUMENTED       CGS
 KK1042  HISTORY     - 1954     GOOD             NGS
 KK1042
 KK1042                          STATION DESCRIPTION
 KK1042
 KK1042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1042'1 MI W FROM EMPIRE.
 KK1042'1.05 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE PUBLIC SCHOOL AT
 KK1042'EMPIRE, 77.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE GLEN ARBOR
 KK1042'LODGE, 38 FEET SOUTH OF A STONE FENCE, 39.7 FEET NORTH OF THE CENTER
 KK1042'LINE OF THE HIGHWAY, 22 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY,
 KK1042'1.7 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 KK1042'WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0106 ***********************************************************************
 JM0106  DESIGNATION -  L 142
 JM0106  PID         -  JM0106
 JM0106  STATE/COUNTY-  CO/MONTROSE
 JM0106  USGS QUAD   -  ROC CREEK (1994)
 JM0106
 JM0106                         *CURRENT SURVEY CONTROL
 JM0106  ___________________________________________________________________
 JM0106* NAD 83(1986)-  38 27 54.     (N)    108 52 32.     (W)     SCALED    
 JM0106* NAVD 88     -      1440.406  (meters)    4725.73   (feet)  ADJUSTED  
 JM0106  ___________________________________________________________________
 JM0106  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 JM0106  DYNAMIC HT  -        1438.863 (meters)    4720.67  (feet)  COMP
 JM0106  MODELED GRAV-     979,508.6   (mgal)                       NAVD 88
 JM0106
 JM0106  VERT ORDER  -  SECOND    CLASS 0
 JM0106
 JM0106.The horizontal coordinates were scaled from a topographic map and have
 JM0106.an estimated accuracy of +/- 6 seconds.
 JM0106
 JM0106.The orthometric height was determined by differential leveling
 JM0106.and adjusted by the National Geodetic Survey in June 1991..
 JM0106
 JM0106.The geoid height was determined by GEOID03.
 JM0106
 JM0106.The dynamic height is computed by dividing the NAVD 88
 JM0106.geopotential number by the normal gravity value computed on the
 JM0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0106.degrees latitude (g = 980.6199 gals.).
 JM0106
 JM0106.The modeled gravity was interpolated from observed gravity values.
 JM0106
 JM0106;                    North         East    Units  Estimated Accuracy
 JM0106;SPC CO S     -   509,720.      619,860.      MT  (+/- 180 meters Scaled)
 JM0106
 JM0106                          SUPERSEDED SURVEY CONTROL
 JM0106
 JM0106  NGVD 29 (??/??/92) 1439.252  (m)         4721.95   (f) ADJ UNCH    2 0
 JM0106
 JM0106.Superseded values are not recommended for survey control.
 JM0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0106.See file dsdata.txt to determine how the superseded data were derived.
 JM0106
 JM0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH853595(NAD 83)
 JM0106_MARKER: DB = BENCH MARK DISK
 JM0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0106_STAMPING: L-142 1934
 JM0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0106+STABILITY: SURFACE MOTION
 JM0106
 JM0106  HISTORY     - Date     Condition        Report By
 JM0106  HISTORY     - 1934     MONUMENTED       CGS
 JM0106
 JM0106                          STATION DESCRIPTION
 JM0106
 JM0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0106'20.0 MI SE FROM GATEWAY.
 JM0106'20.3 MILES SOUTHEAST OF, ALONG STATE HWY. 141, FROM GATEWAY PUB. SCH.
 JM0106'300 FEET WEST OF SOUTHWEST END OF SMOOTH OVERHANGING SANDSTONE CLIFF.
 JM0106'33 FEET SOUTH OF CENTERLINE OF STATE HWY. 141.  PRECAST CONCRETE POST
 JM0106'SET ON OUTSIDE OF HIGHWAY CURVE AND ON INSIDE OF SHARP RIVER CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0047 ***********************************************************************
 JM0047  DESIGNATION -  L 143
 JM0047  PID         -  JM0047
 JM0047  STATE/COUNTY-  CO/MONTROSE
 JM0047  USGS QUAD   -  ANTONE SPRING (1994)
 JM0047
 JM0047                         *CURRENT SURVEY CONTROL
 JM0047  ___________________________________________________________________
 JM0047* NAD 83(1986)-  38 19 03.     (N)    108 08 51.     (W)     SCALED    
 JM0047* NAVD 88     -      2879.449  (meters)    9446.99   (feet)  ADJUSTED  
 JM0047  ___________________________________________________________________
 JM0047  GEOID HEIGHT-         -16.48  (meters)                     GEOID03
 JM0047  DYNAMIC HT  -        2875.701 (meters)    9434.70  (feet)  COMP
 JM0047  MODELED GRAV-     979,221.2   (mgal)                       NAVD 88
 JM0047
 JM0047  VERT ORDER  -  SECOND    CLASS 0
 JM0047
 JM0047.The horizontal coordinates were scaled from a topographic map and have
 JM0047.an estimated accuracy of +/- 6 seconds.
 JM0047
 JM0047.The orthometric height was determined by differential leveling
 JM0047.and adjusted by the National Geodetic Survey in June 1991..
 JM0047
 JM0047.The geoid height was determined by GEOID03.
 JM0047
 JM0047.The dynamic height is computed by dividing the NAVD 88
 JM0047.geopotential number by the normal gravity value computed on the
 JM0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0047.degrees latitude (g = 980.6199 gals.).
 JM0047
 JM0047.The modeled gravity was interpolated from observed gravity values.
 JM0047
 JM0047;                    North         East    Units  Estimated Accuracy
 JM0047;SPC CO S     -   491,300.      682,910.      MT  (+/- 180 meters Scaled)
 JM0047
 JM0047                          SUPERSEDED SURVEY CONTROL
 JM0047
 JM0047  NGVD 29 (??/??/92) 2877.927  (m)         9442.00   (f) ADJ UNCH    2 0
 JM0047
 JM0047.Superseded values are not recommended for survey control.
 JM0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0047.See file dsdata.txt to determine how the superseded data were derived.
 JM0047
 JM0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH493448(NAD 83)
 JM0047_MARKER: DB = BENCH MARK DISK
 JM0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0047_STAMPING: L-143 1934
 JM0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0047+STABILITY: SURFACE MOTION
 JM0047
 JM0047  HISTORY     - Date     Condition        Report By
 JM0047  HISTORY     - 1934     MONUMENTED       CGS
 JM0047
 JM0047                          STATION DESCRIPTION
 JM0047
 JM0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0047'23.3 MI SW FROM MONTROSE.
 JM0047'23.3 MILES SOUTHWEST OF, ALONG STATE HIGHWAY 90. FROM MONTROSE CO.
 JM0047'COURTHOUSE.  2 MILES SOUTHWEST OF SILESCA RANGER STATION.  .3 MILE
 JM0047'NORTHEAST OF ROAD, LEADING SOUTH FROM HIGHWAY, TO HORSEFLY.  75 FEET
 JM0047'EAST OF CENTER OF SMALL CREEK.  50 FEET NORTH OF CENTER OF HIGHWAY
 JM0047'CURVE.  33 FEET NORTH OF CENTERLINE OF STATE HWY. 90.  15 FEET
 JM0047'SOUTHEAST OF ASPEN TREE, 1 FOOT IN DIAMETER AT BASE.  PRECAST CONCRETE
 JM0047'POST SET ON WEST EDGE OF SMALL PARK ON NORTH SIDE OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0171 ***********************************************************************
 JM0171  DESIGNATION -  L 145
 JM0171  PID         -  JM0171
 JM0171  STATE/COUNTY-  CO/MONTROSE
 JM0171  USGS QUAD   -  DAVIS MESA (1994)
 JM0171
 JM0171                         *CURRENT SURVEY CONTROL
 JM0171  ___________________________________________________________________
 JM0171* NAD 83(1986)-  38 16 05.     (N)    108 46 33.     (W)     SCALED    
 JM0171* NAVD 88     -      1652.409  (meters)    5421.28   (feet)  ADJUSTED  
 JM0171  ___________________________________________________________________
 JM0171  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 JM0171  DYNAMIC HT  -        1650.536 (meters)    5415.13  (feet)  COMP
 JM0171  MODELED GRAV-     979,438.3   (mgal)                       NAVD 88
 JM0171
 JM0171  VERT ORDER  -  SECOND    CLASS 0
 JM0171
 JM0171.The horizontal coordinates were scaled from a topographic map and have
 JM0171.an estimated accuracy of +/- 6 seconds.
 JM0171
 JM0171.The orthometric height was determined by differential leveling
 JM0171.and adjusted by the National Geodetic Survey in June 1991..
 JM0171
 JM0171.The geoid height was determined by GEOID03.
 JM0171
 JM0171.The dynamic height is computed by dividing the NAVD 88
 JM0171.geopotential number by the normal gravity value computed on the
 JM0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0171.degrees latitude (g = 980.6199 gals.).
 JM0171
 JM0171.The modeled gravity was interpolated from observed gravity values.
 JM0171
 JM0171;                    North         East    Units  Estimated Accuracy
 JM0171;SPC CO S     -   487,560.      627,790.      MT  (+/- 180 meters Scaled)
 JM0171
 JM0171                          SUPERSEDED SURVEY CONTROL
 JM0171
 JM0171  NGVD 29 (??/??/92) 1651.227  (m)         5417.40   (f) ADJ UNCH    2 0
 JM0171
 JM0171.Superseded values are not recommended for survey control.
 JM0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0171.See file dsdata.txt to determine how the superseded data were derived.
 JM0171
 JM0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH945378(NAD 83)
 JM0171_MARKER: DB = BENCH MARK DISK
 JM0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0171_STAMPING: L-145 1934
 JM0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0171+STABILITY: SURFACE MOTION
 JM0171
 JM0171  HISTORY     - Date     Condition        Report By
 JM0171  HISTORY     - 1934     MONUMENTED       CGS
 JM0171  HISTORY     - 1960     GOOD             NGS
 JM0171
 JM0171                          STATION DESCRIPTION
 JM0171
 JM0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0171'14.5 MI NW FROM NATURITA.
 JM0171'14.5 MILES NORTHWEST OF, ALONG STATE HWY. 90, FROM NATURITA PUBLIC
 JM0171'SCHOOL.  ABOUT .25 MILE EAST OF INTERSECTION OF TELEPHONE LINE WITH
 JM0171'CENTERLINE OF STATE HWY. 90.  1000 FEET SOUTHWEST OF ABANDONED FRAME
 JM0171'FARM HOUSE.  500 FEET WEST OF WHERE TELEPHONE LINE AND HIGHWAY LEAVE
 JM0171'EACH OTHER.  36 FEET NORTH OF CENTERLINE OF STATE HWY. 90.  3 FEET
 JM0171'EAST OF TELEPHONE POLE NO. 1303.  TABLET SET IN PRECAST CONCRETE POST.
 JM0171
 JM0171                          STATION RECOVERY (1960)
 JM0171
 JM0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 JM0171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0393 ***********************************************************************
 JL0393  DESIGNATION -  L 147
 JL0393  PID         -  JL0393
 JL0393  STATE/COUNTY-  CO/SAN MIGUEL
 JL0393  USGS QUAD   -  SAMS (1982)
 JL0393
 JL0393                         *CURRENT SURVEY CONTROL
 JL0393  ___________________________________________________________________
 JL0393* NAD 83(1986)-  38 06 11.     (N)    107 56 12.     (W)     SCALED    
 JL0393* NAVD 88     -      2624.820  (meters)    8611.60   (feet)  ADJUSTED  
 JL0393  ___________________________________________________________________
 JL0393  GEOID HEIGHT-         -16.26  (meters)                     GEOID03
 JL0393  DYNAMIC HT  -        2621.348 (meters)    8600.21  (feet)  COMP
 JL0393  MODELED GRAV-     979,211.3   (mgal)                       NAVD 88
 JL0393
 JL0393  VERT ORDER  -  SECOND    CLASS 0
 JL0393
 JL0393.The horizontal coordinates were scaled from a topographic map and have
 JL0393.an estimated accuracy of +/- 6 seconds.
 JL0393
 JL0393.The orthometric height was determined by differential leveling
 JL0393.and adjusted by the National Geodetic Survey in June 1991..
 JL0393
 JL0393.The geoid height was determined by GEOID03.
 JL0393
 JL0393.The dynamic height is computed by dividing the NAVD 88
 JL0393.geopotential number by the normal gravity value computed on the
 JL0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0393.degrees latitude (g = 980.6199 gals.).
 JL0393
 JL0393.The modeled gravity was interpolated from observed gravity values.
 JL0393
 JL0393;                    North         East    Units  Estimated Accuracy
 JL0393;SPC CO S     -   467,010.      700,720.      MT  (+/- 180 meters Scaled)
 JL0393
 JL0393                          SUPERSEDED SURVEY CONTROL
 JL0393
 JL0393  NGVD 29 (??/??/92) 2623.298  (m)         8606.60   (f) ADJ UNCH    2 0
 JL0393
 JL0393.Superseded values are not recommended for survey control.
 JL0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0393.See file dsdata.txt to determine how the superseded data were derived.
 JL0393
 JL0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC425213(NAD 83)
 JL0393_MARKER: DB = BENCH MARK DISK
 JL0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0393_STAMPING: L-147 1934
 JL0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0393+STABILITY: SURFACE MOTION
 JL0393
 JL0393  HISTORY     - Date     Condition        Report By
 JL0393  HISTORY     - 1934     MONUMENTED       CGS
 JL0393  HISTORY     - 1967     GOOD             USGS
 JL0393
 JL0393                          STATION DESCRIPTION
 JL0393
 JL0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0393'10.6 MI NE FROM PLACERVILLE.
 JL0393'10.6 MILES NORTHEAST OF, ALONG RIO GRANDE SOUTHERN RY. FROM
 JL0393'PLACERVILLE RAILROAD STATION.  675 FEET EAST OF LEOPARD CREEK STATION
 JL0393'SIGNBOARD.  370 FEET EAST OF EAST SWITCH STAND TO LEOPARD CREEK
 JL0393'SIDING.  50 FEET SOUTHEAST OF MILE POST R-16.  21 FEET SOUTH OF
 JL0393'CENTERLINE OF RIO GRANDE SOUTHERN R.R.  9 FEET WEST OF TELEGRAPH POLE.
 JL0393'TABLET SET IN PRECAST CONCRETE POST.
 JL0393
 JL0393                          STATION RECOVERY (1967)
 JL0393
 JL0393'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JL0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0006 ***********************************************************************
 HM0006  DESIGNATION -  L 148
 HM0006  PID         -  HM0006
 HM0006  STATE/COUNTY-  CO/DOLORES
 HM0006  USGS QUAD   -  LONE CONE (1976)
 HM0006
 HM0006                         *CURRENT SURVEY CONTROL
 HM0006  ___________________________________________________________________
 HM0006* NAD 83(1986)-  37 52 40.     (N)    108 20 15.     (W)     SCALED    
 HM0006* NAVD 88     -      2633.245  (meters)    8639.24   (feet)  ADJUSTED  
 HM0006  ___________________________________________________________________
 HM0006  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 HM0006  DYNAMIC HT  -        2629.738 (meters)    8627.73  (feet)  COMP
 HM0006  MODELED GRAV-     979,202.3   (mgal)                       NAVD 88
 HM0006
 HM0006  VERT ORDER  -  SECOND    CLASS 0
 HM0006
 HM0006.The horizontal coordinates were scaled from a topographic map and have
 HM0006.an estimated accuracy of +/- 6 seconds.
 HM0006
 HM0006.The orthometric height was determined by differential leveling
 HM0006.and adjusted by the National Geodetic Survey in June 1991..
 HM0006
 HM0006.The geoid height was determined by GEOID03.
 HM0006
 HM0006.The dynamic height is computed by dividing the NAVD 88
 HM0006.geopotential number by the normal gravity value computed on the
 HM0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0006.degrees latitude (g = 980.6199 gals.).
 HM0006
 HM0006.The modeled gravity was interpolated from observed gravity values.
 HM0006
 HM0006;                    North         East    Units  Estimated Accuracy
 HM0006;SPC CO S     -   443,010.      664,820.      MT  (+/- 180 meters Scaled)
 HM0006
 HM0006                          SUPERSEDED SURVEY CONTROL
 HM0006
 HM0006  NGVD 29 (??/??/92) 2631.789  (m)         8634.46   (f) ADJ UNCH    2 0
 HM0006
 HM0006.Superseded values are not recommended for survey control.
 HM0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0006.See file dsdata.txt to determine how the superseded data were derived.
 HM0006
 HM0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG341955(NAD 83)
 HM0006_MARKER: DB = BENCH MARK DISK
 HM0006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0006_STAMPING: L-148 1934
 HM0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0006+STABILITY: SURFACE MOTION
 HM0006
 HM0006  HISTORY     - Date     Condition        Report By
 HM0006  HISTORY     - 1934     MONUMENTED       CGS
 HM0006  HISTORY     - 1964     MARK NOT FOUND   NGS
 HM0006
 HM0006                          STATION DESCRIPTION
 HM0006
 HM0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0006'23.0 MI S FROM NORWOOD.
 HM0006'23 MILES SOUTH OF, ALONG STATE HWY. 147, FROM NORWOOD PUBLIC SCHOOL.
 HM0006'ABOUT 0.4 MILE SOUTH OF RANCH HOUSE.  345 FEET SOUTHEAST OF CATTLE
 HM0006'GUARD OVER HIGHWAY.  215 FEET NORTHWEST OF LONE SPRUCE TREE 2 FT.
 HM0006'DIAMETER AT BASE.  72 FEET NORTHEAST OF CENTERLINE OF STATE HIGHWAY
 HM0006'147.  30 FEET NORTHWEST OF NORTHWEST END OF SNOW FENCE.  2 FEET
 HM0006'SOUTHWEST OF FENCE LINE.  PRECAST CONCRETE POST SET AT SUMMIT OF
 HM0006'HIGHWAY OVER PASS ON NORTH SIDE OF DISAPPOINTMENT VALLEY.  TABLET SET
 HM0006'IN PRECAST CONCRETE POST.
 HM0006
 HM0006                          STATION RECOVERY (1964)
 HM0006
 HM0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HM0006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0297 ***********************************************************************
 HL0297  DESIGNATION -  L 149
 HL0297  PID         -  HL0297
 HL0297  STATE/COUNTY-  CO/DOLORES
 HL0297  USGS QUAD   -  MOUNT WILSON (1953)
 HL0297
 HL0297                         *CURRENT SURVEY CONTROL
 HL0297  ___________________________________________________________________
 HL0297* NAD 83(1986)-  37 47 23.     (N)    107 56 32.     (W)     SCALED    
 HL0297* NAVD 88     -      3032.894  (meters)    9950.42   (feet)  ADJUSTED  
 HL0297  ___________________________________________________________________
 HL0297  GEOID HEIGHT-         -16.10  (meters)                     GEOID03
 HL0297  DYNAMIC HT  -        3028.528 (meters)    9936.10  (feet)  COMP
 HL0297  MODELED GRAV-     979,079.9   (mgal)                       NAVD 88
 HL0297
 HL0297  VERT ORDER  -  SECOND    CLASS 0
 HL0297
 HL0297.The horizontal coordinates were scaled from a topographic map and have
 HL0297.an estimated accuracy of +/- 6 seconds.
 HL0297
 HL0297.The orthometric height was determined by differential leveling
 HL0297.and adjusted by the National Geodetic Survey in June 1991..
 HL0297
 HL0297.The geoid height was determined by GEOID03.
 HL0297
 HL0297.The dynamic height is computed by dividing the NAVD 88
 HL0297.geopotential number by the normal gravity value computed on the
 HL0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0297.degrees latitude (g = 980.6199 gals.).
 HL0297
 HL0297.The modeled gravity was interpolated from observed gravity values.
 HL0297
 HL0297;                    North         East    Units  Estimated Accuracy
 HL0297;SPC CO S     -   432,250.      699,320.      MT  (+/- 180 meters Scaled)
 HL0297
 HL0297                          SUPERSEDED SURVEY CONTROL
 HL0297
 HL0297  NGVD 29 (??/??/92) 3031.189  (m)         9944.83   (f) ADJ UNCH    2 0
 HL0297
 HL0297.Superseded values are not recommended for survey control.
 HL0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0297.See file dsdata.txt to determine how the superseded data were derived.
 HL0297
 HL0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB409865(NAD 83)
 HL0297_MARKER: DB = BENCH MARK DISK
 HL0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0297_STAMPING: L 149 1934
 HL0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0297+STABILITY: SURFACE MOTION
 HL0297
 HL0297  HISTORY     - Date     Condition        Report By
 HL0297  HISTORY     - 1934     MONUMENTED       CGS
 HL0297  HISTORY     - 1952     GOOD             NGS
 HL0297
 HL0297                          STATION DESCRIPTION
 HL0297
 HL0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HL0297'10.5 MI SW FROM OPHIR.
 HL0297'IN DOLORES COUNTY, 10.5 MILES SOUTHWEST ALONG THE RIO GRANDE SOUTHERN
 HL0297'ABANDONED RIGHT-OF-WAY FROM THE OLD STATION AT OPHIR, SAN MIGUEL
 HL0297'COUNTY, 735 FEET SOUTH OF MILE-POST R 55 ON THE ABANDONED
 HL0297'RIGHT-OF-WAY, 150 FEET SOUTH OF A CULVERT, 200 FEET EAST OF THE
 HL0297'CENTER-LINE OF STATE HIGHWAY 145 AND 27 FEET WEST OF THE CENTERLINE OF
 HL0297'THE ABANDONED RIGHT-OF-WAY.  A STANDARD DISK, STAMPED L 149 1934 AND
 HL0297'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0014 ***********************************************************************
 LK0014  DESIGNATION -  L 15
 LK0014  PID         -  LK0014
 LK0014  STATE/COUNTY-  CO/SEDGWICK
 LK0014  USGS QUAD   -  VENANGO SW (1980)
 LK0014
 LK0014                         *CURRENT SURVEY CONTROL
 LK0014  ___________________________________________________________________
 LK0014* NAD 83(1986)-  40 51 04.     (N)    102 13 39.     (W)     SCALED    
 LK0014* NAVD 88     -      1143.904  (meters)    3752.96   (feet)  ADJUSTED  
 LK0014  ___________________________________________________________________
 LK0014  GEOID HEIGHT-         -20.57  (meters)                     GEOID03
 LK0014  DYNAMIC HT  -        1143.130 (meters)    3750.42  (feet)  COMP
 LK0014  MODELED GRAV-     979,907.8   (mgal)                       NAVD 88
 LK0014
 LK0014  VERT ORDER  -  FIRST     CLASS II
 LK0014
 LK0014.The horizontal coordinates were scaled from a topographic map and have
 LK0014.an estimated accuracy of +/- 6 seconds.
 LK0014
 LK0014.The orthometric height was determined by differential leveling
 LK0014.and adjusted by the National Geodetic Survey in June 1991..
 LK0014
 LK0014.The geoid height was determined by GEOID03.
 LK0014
 LK0014.The dynamic height is computed by dividing the NAVD 88
 LK0014.geopotential number by the normal gravity value computed on the
 LK0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0014.degrees latitude (g = 980.6199 gals.).
 LK0014
 LK0014.The modeled gravity was interpolated from observed gravity values.
 LK0014
 LK0014;                    North         East    Units  Estimated Accuracy
 LK0014;SPC CO N     -   478,420.    1,190,290.      MT  (+/- 180 meters Scaled)
 LK0014
 LK0014                          SUPERSEDED SURVEY CONTROL
 LK0014
 LK0014  NGVD 29 (??/??/92) 1143.446  (m)         3751.46   (f) ADJ UNCH    1 2
 LK0014
 LK0014.Superseded values are not recommended for survey control.
 LK0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0014.See file dsdata.txt to determine how the superseded data were derived.
 LK0014
 LK0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF337259(NAD 83)
 LK0014_MARKER: DB = BENCH MARK DISK
 LK0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0014_STAMPING: 3751.456 L 15 1926
 LK0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0014+STABILITY: SURFACE MOTION
 LK0014
 LK0014  HISTORY     - Date     Condition        Report By
 LK0014  HISTORY     - 1926     MONUMENTED       CGS
 LK0014  HISTORY     - 1941     GOOD             NGS
 LK0014  HISTORY     - 1960     MARK NOT FOUND   USGS
 LK0014
 LK0014                          STATION DESCRIPTION
 LK0014
 LK0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LK0014'10 MI S FROM JULESBURG.
 LK0014'ABOUT 10 MILES SOUTH ALONG STATE HIGHWAY 51 FROM JULESBURG, AT
 LK0014'THE INTERSECTION OF AN EAST-AND-WEST ROAD, 37.2 FEET NORTH OF THE
 LK0014'ROAD, 34.5 FEET EAST OF THE HIGHWAY, AND 3 FEET SOUTH AND 6 FEET
 LK0014'WEST OF A FENCE CORNER, AND AT THE EDGE OF BORROW DITCHES.  A
 LK0014'STANDARD DISK, STAMPED 3751.456 L 15 1926 AND SET IN THE TOP OF A
 LK0014'CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LK0014
 LK0014                          STATION RECOVERY (1960)
 LK0014
 LK0014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LK0014'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0075 ***********************************************************************
 HM0075  DESIGNATION -  L 150
 HM0075  PID         -  HM0075
 HM0075  STATE/COUNTY-  CO/MONTEZUMA
 HM0075  USGS QUAD   -  DOLORES EAST (1965)
 HM0075
 HM0075                         *CURRENT SURVEY CONTROL
 HM0075  ___________________________________________________________________
 HM0075* NAD 83(1986)-  37 28 28.     (N)    108 30 01.     (W)     SCALED    
 HM0075* NAVD 88     -      2117.727  (meters)    6947.91   (feet)  ADJUSTED  
 HM0075  ___________________________________________________________________
 HM0075  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 HM0075  DYNAMIC HT  -        2115.026 (meters)    6939.05  (feet)  COMP
 HM0075  MODELED GRAV-     979,279.5   (mgal)                       NAVD 88
 HM0075
 HM0075  VERT ORDER  -  FIRST     CLASS II
 HM0075
 HM0075.The horizontal coordinates were scaled from a topographic map and have
 HM0075.an estimated accuracy of +/- 6 seconds.
 HM0075
 HM0075.The orthometric height was determined by differential leveling
 HM0075.and adjusted by the National Geodetic Survey in June 1991..
 HM0075
 HM0075.The geoid height was determined by GEOID03.
 HM0075
 HM0075.The dynamic height is computed by dividing the NAVD 88
 HM0075.geopotential number by the normal gravity value computed on the
 HM0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0075.degrees latitude (g = 980.6199 gals.).
 HM0075
 HM0075.The modeled gravity was interpolated from observed gravity values.
 HM0075
 HM0075;                    North         East    Units  Estimated Accuracy
 HM0075;SPC CO S     -   398,710.      649,070.      MT  (+/- 180 meters Scaled)
 HM0075
 HM0075                          SUPERSEDED SURVEY CONTROL
 HM0075
 HM0075  NGVD 29 (??/??/92) 2116.512  (m)         6943.92   (f) ADJ UNCH    1 2
 HM0075
 HM0075.Superseded values are not recommended for survey control.
 HM0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0075.See file dsdata.txt to determine how the superseded data were derived.
 HM0075
 HM0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG210504(NAD 83)
 HM0075_MARKER: DB = BENCH MARK DISK
 HM0075_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HM0075_STAMPING: L-150 1934
 HM0075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0075
 HM0075  HISTORY     - Date     Condition        Report By
 HM0075  HISTORY     - 1934     MONUMENTED       CGS
 HM0075
 HM0075                          STATION DESCRIPTION
 HM0075
 HM0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0075'IN DOLORES.
 HM0075'44 FEET SOUTH OF CENTERLINE OF MAIN STREET.  21 FEET EAST OF EAST
 HM0075'FRONT ENTRANCE TO DOLORES HIGH SCHOOL.  3.5 FEET ABOVE LEVEL OF
 HM0075'GROUND.  2 FEET WEST OF NORTHEAST CORNER OF DOLORES HIGH SCHOOL.
 HM0075'BRONZE TABLET SET VERTICALLY IN NORTH WALL OF DOLORES HIGH SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0099 ***********************************************************************
 KM0099  DESIGNATION -  L 152
 KM0099  PID         -  KM0099
 KM0099  STATE/COUNTY-  CO/RIO BLANCO
 KM0099  USGS QUAD   -  TEXAS MOUNTAIN (1964)
 KM0099
 KM0099                         *CURRENT SURVEY CONTROL
 KM0099  ___________________________________________________________________
 KM0099* NAD 83(1986)-  39 45 50.     (N)    108 46 57.     (W)     SCALED    
 KM0099* NAVD 88     -      1923.283  (meters)    6309.97   (feet)  ADJUSTED  
 KM0099  ___________________________________________________________________
 KM0099  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 KM0099  DYNAMIC HT  -        1921.361 (meters)    6303.67  (feet)  COMP
 KM0099  MODELED GRAV-     979,558.4   (mgal)                       NAVD 88
 KM0099
 KM0099  VERT ORDER  -  SECOND    CLASS 0
 KM0099
 KM0099.The horizontal coordinates were scaled from a topographic map and have
 KM0099.an estimated accuracy of +/- 6 seconds.
 KM0099
 KM0099.The orthometric height was determined by differential leveling
 KM0099.and adjusted by the National Geodetic Survey in June 1991..
 KM0099
 KM0099.The geoid height was determined by GEOID03.
 KM0099
 KM0099.The dynamic height is computed by dividing the NAVD 88
 KM0099.geopotential number by the normal gravity value computed on the
 KM0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0099.degrees latitude (g = 980.6199 gals.).
 KM0099
 KM0099.The modeled gravity was interpolated from observed gravity values.
 KM0099
 KM0099;                    North         East    Units  Estimated Accuracy
 KM0099;SPC CO N     -   357,810.      633,200.      MT  (+/- 180 meters Scaled)
 KM0099
 KM0099                          SUPERSEDED SURVEY CONTROL
 KM0099
 KM0099  NGVD 29 (??/??/92) 1922.013  (m)         6305.80   (f) ADJ UNCH    2 0
 KM0099
 KM0099.Superseded values are not recommended for survey control.
 KM0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0099.See file dsdata.txt to determine how the superseded data were derived.
 KM0099
 KM0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK899039(NAD 83)
 KM0099_MARKER: DB = BENCH MARK DISK
 KM0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KM0099_STAMPING: L-152 1934
 KM0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0099+STABILITY: SURFACE MOTION
 KM0099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0099+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2001
 KM0099
 KM0099  HISTORY     - Date     Condition        Report By
 KM0099  HISTORY     - 1934     MONUMENTED       CGS
 KM0099  HISTORY     - 1964     GOOD             USGS
 KM0099  HISTORY     - 1984     MARK NOT FOUND   NGS
 KM0099  HISTORY     - 20010703 GOOD             CODOT
 KM0099
 KM0099                          STATION DESCRIPTION
 KM0099
 KM0099'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 KM0099'25.9 MI SE FROM RANGELY.
 KM0099'FROM RANGELY P.O. 0.8 MI. E. OF ALONG COLO. 64 THENCE 24.2 S. ALONG
 KM0099'DOUGLAS PASS RD.  AT THE MOUTH OF A SMALL DRAW S.E., 0.9 MI. S.E. OF A
 KM0099'WOODEN BRIDGE OVER DOUGLAS CREEK AND 34FT. S.E. OF THE HWY. STD. TAB.
 KM0099'IN CONC. POST PROJ. 1 IN., STAMPED L-152 1934.
 KM0099
 KM0099                          STATION RECOVERY (1984)
 KM0099
 KM0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KM0099'MARK NOT FOUND.
 KM0099
 KM0099                          STATION RECOVERY (2001)
 KM0099
 KM0099'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2001 (AM)
 KM0099'MARK IS APX. 4 TENTHS OF A MILE  SOUTHWEST OF KM0159(P 420). A DIGITAL
 KM0099'PHOTO CAN BE SENT IF THE NEED ARISES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0476 ***********************************************************************
 LM0476  DESIGNATION -  L 153
 LM0476  PID         -  LM0476
 LM0476  STATE/COUNTY-  CO/RIO BLANCO
 LM0476  USGS QUAD   -  MEEKER (1966)
 LM0476
 LM0476                         *CURRENT SURVEY CONTROL
 LM0476  ___________________________________________________________________
 LM0476* NAD 83(1986)-  40 02 23.     (N)    107 54 48.     (W)     SCALED    
 LM0476* NAVD 88     -      1906.079  (meters)    6253.53   (feet)  ADJUSTED  
 LM0476  ___________________________________________________________________
 LM0476  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 LM0476  DYNAMIC HT  -        1904.155 (meters)    6247.22  (feet)  COMP
 LM0476  MODELED GRAV-     979,549.2   (mgal)                       NAVD 88
 LM0476
 LM0476  VERT ORDER  -  SECOND    CLASS 0
 LM0476
 LM0476.The horizontal coordinates were scaled from a topographic map and have
 LM0476.an estimated accuracy of +/- 6 seconds.
 LM0476
 LM0476.The orthometric height was determined by differential leveling
 LM0476.and adjusted by the National Geodetic Survey in June 1991..
 LM0476.WARNING-Repeat measurements at this control monument indicate possible
 LM0476.vertical movement.
 LM0476
 LM0476.The geoid height was determined by GEOID03.
 LM0476
 LM0476.The dynamic height is computed by dividing the NAVD 88
 LM0476.geopotential number by the normal gravity value computed on the
 LM0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0476.degrees latitude (g = 980.6199 gals.).
 LM0476
 LM0476.The modeled gravity was interpolated from observed gravity values.
 LM0476
 LM0476;                    North         East    Units  Estimated Accuracy
 LM0476;SPC CO N     -   386,030.      708,470.      MT  (+/- 180 meters Scaled)
 LM0476
 LM0476                          SUPERSEDED SURVEY CONTROL
 LM0476
 LM0476  NGVD 29 (??/??/92) 1904.783  (m)         6249.28   (f) ADJ UNCH    2 0
 LM0476
 LM0476.Superseded values are not recommended for survey control.
 LM0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0476.See file dsdata.txt to determine how the superseded data were derived.
 LM0476
 LM0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE514362(NAD 83)
 LM0476_MARKER: DB = BENCH MARK DISK
 LM0476_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0476_SP_SET: STEP
 LM0476_STAMPING: L 153 1934
 LM0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0476
 LM0476  HISTORY     - Date     Condition        Report By
 LM0476  HISTORY     - 1934     MONUMENTED       CGS
 LM0476  HISTORY     - 1966     GOOD             NGS
 LM0476
 LM0476                          STATION DESCRIPTION
 LM0476
 LM0476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 LM0476'IN MEEKER.
 LM0476'IN MEEKER, IN THE NORTHWEST CORNER OF THE INTERSECTION OF FIFTH AND
 LM0476'GARFIELD STREETS, IN THE TOP OF THE EAST WALL OF THE EAST ONE OF TWO
 LM0476'SETS OF STEPS ON THE SOUTH SIDE OF MEEKER JUNIOR HIGH SCHOOL,
 LM0476'BUILDING, 27 FEET WEST OF THE SOUTHEAST CORNER OF THE BUILDING AND
 LM0476'ABOUT 2 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0122 ***********************************************************************
 LN0122  DESIGNATION -  L 154
 LN0122  PID         -  LN0122
 LN0122  STATE/COUNTY-  CO/MOFFAT
 LN0122  USGS QUAD   -  DIVIDE CREEK (1962)
 LN0122
 LN0122                         *CURRENT SURVEY CONTROL
 LN0122  ___________________________________________________________________
 LN0122* NAD 83(1986)-  40 14 48.     (N)    108 35 05.     (W)     SCALED    
 LN0122* NAVD 88     -      1767.154  (meters)    5797.74   (feet)  ADJUSTED  
 LN0122  ___________________________________________________________________
 LN0122  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 LN0122  DYNAMIC HT  -        1765.511 (meters)    5792.35  (feet)  COMP
 LN0122  MODELED GRAV-     979,633.1   (mgal)                       NAVD 88
 LN0122
 LN0122  VERT ORDER  -  SECOND    CLASS 0
 LN0122
 LN0122.The horizontal coordinates were scaled from a topographic map and have
 LN0122.an estimated accuracy of +/- 6 seconds.
 LN0122
 LN0122.The orthometric height was determined by differential leveling
 LN0122.and adjusted by the National Geodetic Survey in June 1991..
 LN0122
 LN0122.The geoid height was determined by GEOID03.
 LN0122
 LN0122.The dynamic height is computed by dividing the NAVD 88
 LN0122.geopotential number by the normal gravity value computed on the
 LN0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0122.degrees latitude (g = 980.6199 gals.).
 LN0122
 LN0122.The modeled gravity was interpolated from observed gravity values.
 LN0122
 LN0122;                    North         East    Units  Estimated Accuracy
 LN0122;SPC CO N     -   410,770.      652,000.      MT  (+/- 180 meters Scaled)
 LN0122
 LN0122                          SUPERSEDED SURVEY CONTROL
 LN0122
 LN0122  NGVD 29 (??/??/92) 1765.912  (m)         5793.66   (f) ADJ UNCH    2 0
 LN0122
 LN0122.Superseded values are not recommended for survey control.
 LN0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0122.See file dsdata.txt to determine how the superseded data were derived.
 LN0122
 LN0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK054579(NAD 83)
 LN0122_MARKER: DB = BENCH MARK DISK
 LN0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0122_STAMPING: L-154 1934
 LN0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0122+STABILITY: SURFACE MOTION
 LN0122
 LN0122  HISTORY     - Date     Condition        Report By
 LN0122  HISTORY     - 1934     MONUMENTED       CGS
 LN0122  HISTORY     - 1962     MARK NOT FOUND   USGS
 LN0122
 LN0122                          STATION DESCRIPTION
 LN0122
 LN0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LN0122'3.0 MI SE FROM MASSADONA.
 LN0122'3.0 MILES SOUTHEAST OF MASSADONA B.M. ALONG WOLF CREEK RD.  BASE OF
 LN0122'FIRST MESA SOUTH OF U.S. HWY. 40.  0.3 MILE SOUTH OF U.S. HWY. 40. 38
 LN0122'FEET SOUTHEAST OF CENTERLINE OF WOLF CREEK RD.  TABLET SET IN PRECAST
 LN0122'CONCRETE POST.
 LN0122
 LN0122                          STATION RECOVERY (1962)
 LN0122
 LN0122'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 LN0122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0541 ***********************************************************************
 KL0541  DESIGNATION -  L 155
 KL0541  PID         -  KL0541
 KL0541  STATE/COUNTY-  CO/RIO BLANCO
 KL0541  USGS QUAD   -  LO 7 HILL (1987)
 KL0541
 KL0541                         *CURRENT SURVEY CONTROL
 KL0541  ___________________________________________________________________
 KL0541* NAD 83(1986)-  39 59 24.     (N)    107 57 58.     (W)     SCALED    
 KL0541* NAVD 88     -      1950.571  (meters)    6399.50   (feet)  ADJUSTED  
 KL0541  ___________________________________________________________________
 KL0541  GEOID HEIGHT-         -15.76  (meters)                     GEOID03
 KL0541  DYNAMIC HT  -        1948.555 (meters)    6392.88  (feet)  COMP
 KL0541  MODELED GRAV-     979,523.7   (mgal)                       NAVD 88
 KL0541
 KL0541  VERT ORDER  -  SECOND    CLASS 0
 KL0541
 KL0541.The horizontal coordinates were scaled from a topographic map and have
 KL0541.an estimated accuracy of +/- 6 seconds.
 KL0541
 KL0541.The orthometric height was determined by differential leveling
 KL0541.and adjusted by the National Geodetic Survey in June 1991..
 KL0541
 KL0541.The geoid height was determined by GEOID03.
 KL0541
 KL0541.The dynamic height is computed by dividing the NAVD 88
 KL0541.geopotential number by the normal gravity value computed on the
 KL0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0541.degrees latitude (g = 980.6199 gals.).
 KL0541
 KL0541.The modeled gravity was interpolated from observed gravity values.
 KL0541
 KL0541;                    North         East    Units  Estimated Accuracy
 KL0541;SPC CO N     -   380,640.      703,810.      MT  (+/- 180 meters Scaled)
 KL0541
 KL0541                          SUPERSEDED SURVEY CONTROL
 KL0541
 KL0541  NGVD 29 (??/??/92) 1949.242  (m)         6395.14   (f) ADJ UNCH    2 0
 KL0541
 KL0541.Superseded values are not recommended for survey control.
 KL0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0541.See file dsdata.txt to determine how the superseded data were derived.
 KL0541
 KL0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBE467308(NAD 83)
 KL0541_MARKER: DB = BENCH MARK DISK
 KL0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0541_STAMPING: L 155 1934
 KL0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0541+STABILITY: SURFACE MOTION
 KL0541
 KL0541  HISTORY     - Date     Condition        Report By
 KL0541  HISTORY     - 1934     MONUMENTED       CGS
 KL0541  HISTORY     - 1963     MARK NOT FOUND   USGS
 KL0541
 KL0541                          STATION DESCRIPTION
 KL0541
 KL0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KL0541'6.2 MI SW FROM MEEKER.
 KL0541'6.2 MILES SOUTHWEST ALONG STATE HIGHWAY 13 FROM THE HIGH SCHOOL AT
 KL0541'MEEKER, ON THE OUTSIDE OF A CURVE, ABOUT 150 FEET NORTH OF CORRUGATED
 KL0541'PIPE CULVERT WITH CONCRETE HEADWALLS, ABOUT 70 FEET NORTH OF POLE
 KL0541'1215, 54 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 5 FEET WEST
 KL0541'OF AN ANGLE IN A FENCE, AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 KL0541'IT MAY BE COVERED WITH DIRT.  THE REFERENCE POLE WAS FOUND.
 KL0541
 KL0541                          STATION RECOVERY (1963)
 KL0541
 KL0541'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 KL0541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0501 ***********************************************************************
 KL0501  DESIGNATION -  L 156
 KL0501  PID         -  KL0501
 KL0501  STATE/COUNTY-  CO/PITKIN
 KL0501  USGS QUAD   -  REDSTONE (1987)
 KL0501
 KL0501                         *CURRENT SURVEY CONTROL
 KL0501  ___________________________________________________________________
 KL0501* NAD 83(1986)-  39 14 52.     (N)    107 14 03.     (W)     SCALED    
 KL0501* NAVD 88     -      2070.810  (meters)    6793.98   (feet)  ADJUSTED  
 KL0501  ___________________________________________________________________
 KL0501  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 KL0501  DYNAMIC HT  -        2068.326 (meters)    6785.83  (feet)  COMP
 KL0501  MODELED GRAV-     979,355.5   (mgal)                       NAVD 88
 KL0501
 KL0501  VERT ORDER  -  SECOND    CLASS 0
 KL0501
 KL0501.The horizontal coordinates were scaled from a topographic map and have
 KL0501.an estimated accuracy of +/- 6 seconds.
 KL0501
 KL0501.The orthometric height was determined by differential leveling
 KL0501.and adjusted by the National Geodetic Survey in June 1991..
 KL0501
 KL0501.The geoid height was determined by GEOID03.
 KL0501
 KL0501.The dynamic height is computed by dividing the NAVD 88
 KL0501.geopotential number by the normal gravity value computed on the
 KL0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0501.degrees latitude (g = 980.6199 gals.).
 KL0501
 KL0501.The modeled gravity was interpolated from observed gravity values.
 KL0501
 KL0501;                    North         East    Units  Estimated Accuracy
 KL0501;SPC CO C     -   463,240.      764,720.      MT  (+/- 180 meters Scaled)
 KL0501
 KL0501                          SUPERSEDED SURVEY CONTROL
 KL0501
 KL0501  NGVD 29 (??/??/92) 2069.263  (m)         6788.91   (f) ADJ UNCH    2 0
 KL0501
 KL0501.Superseded values are not recommended for survey control.
 KL0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0501.See file dsdata.txt to determine how the superseded data were derived.
 KL0501
 KL0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD072466(NAD 83)
 KL0501_MARKER: DB = BENCH MARK DISK
 KL0501_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KL0501_SP_SET: BRIDGE
 KL0501_STAMPING: L 156 1934
 KL0501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0501
 KL0501  HISTORY     - Date     Condition        Report By
 KL0501  HISTORY     - 1934     MONUMENTED       CGS
 KL0501  HISTORY     - 1959     GOOD             USGS
 KL0501  HISTORY     - 19950816 MARK NOT FOUND   USPSQD
 KL0501
 KL0501                          STATION DESCRIPTION
 KL0501
 KL0501'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 KL0501'5.2 MI N FROM REDSTONE.
 KL0501'5.2 MILES NORTH ALONG THE OLD ROADBED OF THE ABANDONED CRYSTAL RIVER
 KL0501'AND SAN JUAN RAILROAD FROM THE STATION AT REDSTONE, AT BRIDGE NO. A 11
 KL0501'OVER AVALANCHE CREEK, IN THE SOUTHWEST WINGWALL, 63 FEET SOUTHWEST OF
 KL0501'POLE 336, 10 FEET SOUTH OF THE CENTERLINE OF THE OLD ROADBED, AND 2.5
 KL0501'FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED L 156 1934.
 KL0501'NOTE-- 1.6 MILES NORTH OF REDSTONE POST OFFICE TO THE OLD RAILROAD
 KL0501'GRADE JUST BEFORE REACHING THE BRIDGE, THENCE 3.6 MILES NORTH ALONG
 KL0501'THE OLD GRADE TO AVALANCHE CREEK, IN THE SOUTHWEST WING-WALL OF THE
 KL0501'NORTHWEST ABUTMENT OF THE OLD RAILROAD BRIDGE.
 KL0501
 KL0501                          STATION RECOVERY (1995)
 KL0501
 KL0501'RECOVERY NOTE BY US POWER SQUADRON 1995
 KL0501'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0267 ***********************************************************************
 JL0267  DESIGNATION -  L 157
 JL0267  PID         -  JL0267
 JL0267  STATE/COUNTY-  CO/GUNNISON
 JL0267  USGS QUAD   -  PAONIA RESERVOIR (1964)
 JL0267
 JL0267                         *CURRENT SURVEY CONTROL
 JL0267  ___________________________________________________________________
 JL0267* NAD 83(1986)-  38 55 35.     (N)    107 17 17.     (W)     SCALED    
 JL0267* NAVD 88     -      2376.055  (meters)    7795.44   (feet)  ADJUSTED  
 JL0267  ___________________________________________________________________
 JL0267  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 JL0267  DYNAMIC HT  -        2373.267 (meters)    7786.29  (feet)  COMP
 JL0267  MODELED GRAV-     979,368.3   (mgal)                       NAVD 88
 JL0267
 JL0267  VERT ORDER  -  SECOND    CLASS 0
 JL0267
 JL0267.The horizontal coordinates were scaled from a topographic map and have
 JL0267.an estimated accuracy of +/- 6 seconds.
 JL0267
 JL0267.The orthometric height was determined by differential leveling
 JL0267.and adjusted by the National Geodetic Survey in June 1991..
 JL0267
 JL0267.The geoid height was determined by GEOID03.
 JL0267
 JL0267.The dynamic height is computed by dividing the NAVD 88
 JL0267.geopotential number by the normal gravity value computed on the
 JL0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0267.degrees latitude (g = 980.6199 gals.).
 JL0267
 JL0267.The modeled gravity was interpolated from observed gravity values.
 JL0267
 JL0267;                    North         East    Units  Estimated Accuracy
 JL0267;SPC CO C     -   427,660.      759,370.      MT  (+/- 180 meters Scaled)
 JL0267
 JL0267                          SUPERSEDED SURVEY CONTROL
 JL0267
 JL0267  NGVD 29 (??/??/92) 2374.554  (m)         7790.52   (f) ADJ UNCH    2 0
 JL0267
 JL0267.Superseded values are not recommended for survey control.
 JL0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0267.See file dsdata.txt to determine how the superseded data were derived.
 JL0267
 JL0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD016110(NAD 83)
 JL0267_MARKER: DB = BENCH MARK DISK
 JL0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0267_STAMPING: L 157 1934
 JL0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0267+STABILITY: SURFACE MOTION
 JL0267
 JL0267  HISTORY     - Date     Condition        Report By
 JL0267  HISTORY     - 1934     MONUMENTED       CGS
 JL0267  HISTORY     - 1964     GOOD             USGS
 JL0267
 JL0267                          STATION DESCRIPTION
 JL0267
 JL0267'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 JL0267'9.5 MI SE FROM BARDINE.
 JL0267'10.0 MILES SOUTHEAST ALONG STATE HIGHWAY 135 FROM ITS JUNCTION WITH
 JL0267'STATE HIGHWAY 133, 0.3 MILE NORTHEAST OF A SIDE ROAD LEADING TO THE
 JL0267'HOTCHKISS RANCH, ON THE TOP OF A SMALL RISE, 30 FEET SOUTHEAST OF THE
 JL0267'CENTERLINE OF THE HIGHWAY, 3 FEET NORTHWEST OF A WOODEN WITNESS POST,
 JL0267'A STANDARD DISK STAMPED L 157 1934 SET IN THE TOP OF A CONCRETE
 JL0267'MONUMENT PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0534 ***********************************************************************
 KL0534  DESIGNATION -  L 158
 KL0534  PID         -  KL0534
 KL0534  STATE/COUNTY-  CO/GARFIELD
 KL0534  USGS QUAD   -  CARBONDALE (1987)
 KL0534
 KL0534                         *CURRENT SURVEY CONTROL
 KL0534  ___________________________________________________________________
 KL0534* NAD 83(1986)-  39 25 03.     (N)    107 13 54.     (W)     SCALED    
 KL0534* NAVD 88     -      1856.713  (meters)    6091.57   (feet)  ADJUSTED  
 KL0534  ___________________________________________________________________
 KL0534  GEOID HEIGHT-         -14.87  (meters)                     GEOID03
 KL0534  DYNAMIC HT  -        1854.649 (meters)    6084.79  (feet)  COMP
 KL0534  MODELED GRAV-     979,451.0   (mgal)                       NAVD 88
 KL0534
 KL0534  VERT ORDER  -  SECOND    CLASS 0
 KL0534
 KL0534.The horizontal coordinates were scaled from a topographic map and have
 KL0534.an estimated accuracy of +/- 6 seconds.
 KL0534
 KL0534.The orthometric height was determined by differential leveling
 KL0534.and adjusted by the National Geodetic Survey in June 1991..
 KL0534
 KL0534.The geoid height was determined by GEOID03.
 KL0534
 KL0534.The dynamic height is computed by dividing the NAVD 88
 KL0534.geopotential number by the normal gravity value computed on the
 KL0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0534.degrees latitude (g = 980.6199 gals.).
 KL0534
 KL0534.The modeled gravity was interpolated from observed gravity values.
 KL0534
 KL0534;                    North         East    Units  Estimated Accuracy
 KL0534;SPC CO C     -   482,080.      765,300.      MT  (+/- 180 meters Scaled)
 KL0534
 KL0534                          SUPERSEDED SURVEY CONTROL
 KL0534
 KL0534  NGVD 29 (??/??/92) 1855.344  (m)         6087.07   (f) ADJ UNCH    2 0
 KL0534
 KL0534.Superseded values are not recommended for survey control.
 KL0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0534.See file dsdata.txt to determine how the superseded data were derived.
 KL0534
 KL0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD078654(NAD 83)
 KL0534_MARKER: DB = BENCH MARK DISK
 KL0534_SETTING: 80 = SET IN A BOULDER
 KL0534_SP_SET: BOULDER
 KL0534_STAMPING: L 158 1934
 KL0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0534+STABILITY: SURFACE MOTION
 KL0534
 KL0534  HISTORY     - Date     Condition        Report By
 KL0534  HISTORY     - 1934     MONUMENTED       CGS
 KL0534  HISTORY     - 20030703 MARK NOT FOUND   USPSQD
 KL0534
 KL0534                          STATION DESCRIPTION
 KL0534
 KL0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KL0534'1.6 MI NW FROM CARBONDALE.
 KL0534'1.6 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KL0534'FROM THE STATION AT CARBONDALE, GARFIELD COUNTY, 396 FEET WEST OF THE
 KL0534'CENTERLINE OF A HIGHWAY BRIDGE OVER ROARING FORK, 345 FEET WEST OF THE
 KL0534'CENTER OF THE CROSSING OF STATE HIGHWAY 133, 35 FEET SOUTH OF POLE
 KL0534'3222, 10 FEET SOUTH OF THE CENTERLINE OF THE TRACK, IN A 6-BY 6-FOOT
 KL0534'RED SANDSTONE BOULDER PROJECTING 2 FEET ABOVE GROUND, AND 1 FOOT
 KL0534'HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED L 158 1934.
 KL0534
 KL0534                          STATION RECOVERY (2003)
 KL0534
 KL0534'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 KL0534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0295 ***********************************************************************
 KL0295  DESIGNATION -  L 159
 KL0295  PID         -  KL0295
 KL0295  STATE/COUNTY-  CO/PITKIN
 KL0295  USGS QUAD   -  THIMBLE ROCK (1987)
 KL0295
 KL0295                         *CURRENT SURVEY CONTROL
 KL0295  ___________________________________________________________________
 KL0295* NAD 83(1986)-  39 07 33.     (N)    106 44 28.     (W)     SCALED    
 KL0295* NAVD 88     -      2735.053  (meters)    8973.25   (feet)  ADJUSTED  
 KL0295  ___________________________________________________________________
 KL0295  GEOID HEIGHT-         -13.30  (meters)                     GEOID03
 KL0295  DYNAMIC HT  -        2731.367 (meters)    8961.16  (feet)  COMP
 KL0295  MODELED GRAV-     979,182.3   (mgal)                       NAVD 88
 KL0295
 KL0295  VERT ORDER  -  SECOND    CLASS 0
 KL0295
 KL0295.The horizontal coordinates were scaled from a topographic map and have
 KL0295.an estimated accuracy of +/- 6 seconds.
 KL0295
 KL0295.The orthometric height was determined by differential leveling
 KL0295.and adjusted by the National Geodetic Survey in June 1991..
 KL0295
 KL0295.The geoid height was determined by GEOID03.
 KL0295
 KL0295.The dynamic height is computed by dividing the NAVD 88
 KL0295.geopotential number by the normal gravity value computed on the
 KL0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0295.degrees latitude (g = 980.6199 gals.).
 KL0295
 KL0295.The modeled gravity was interpolated from observed gravity values.
 KL0295
 KL0295;                    North         East    Units  Estimated Accuracy
 KL0295;SPC CO C     -   449,010.      807,090.      MT  (+/- 180 meters Scaled)
 KL0295
 KL0295                          SUPERSEDED SURVEY CONTROL
 KL0295
 KL0295  NGVD 29 (??/??/92) 2733.193  (m)         8967.15   (f) ADJ UNCH    2 0
 KL0295
 KL0295.Superseded values are not recommended for survey control.
 KL0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0295.See file dsdata.txt to determine how the superseded data were derived.
 KL0295
 KL0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD494321(NAD 83)
 KL0295_MARKER: DB = BENCH MARK DISK
 KL0295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0295_STAMPING: L 159 1934
 KL0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0295+STABILITY: SURFACE MOTION
 KL0295
 KL0295  HISTORY     - Date     Condition        Report By
 KL0295  HISTORY     - 1934     MONUMENTED       CGS
 KL0295  HISTORY     - 1959     MARK NOT FOUND   USGS
 KL0295
 KL0295                          STATION DESCRIPTION
 KL0295
 KL0295'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 KL0295'6.9 MI SE FROM ASPEN.
 KL0295'6.9 MILES SOUTHEAST ALONG STATE HIGHWAY 82 FROM THE COURTHOUSE AT
 KL0295'ASPEN, PITKIN COUNTY, 150 FEET EAST OF A SLOW SIGN, 148 FEET EAST OF
 KL0295'THE EAST END OF A CURB, 69 FEET EAST OF A CORRUGATED PIPE CULVERT, AND
 KL0295'25 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 KL0295'STAMPED L 159 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0144 ***********************************************************************
 LK0144  DESIGNATION -  L 16
 LK0144  PID         -  LK0144
 LK0144  STATE/COUNTY-  CO/LOGAN
 LK0144  USGS QUAD   -  PROCTOR (1984)
 LK0144
 LK0144                         *CURRENT SURVEY CONTROL
 LK0144  ___________________________________________________________________
 LK0144* NAD 83(1986)-  40 47 37.     (N)    102 58 44.     (W)     SCALED    
 LK0144* NAVD 88     -      1156.346  (meters)    3793.78   (feet)  ADJUSTED  
 LK0144  ___________________________________________________________________
 LK0144  GEOID HEIGHT-         -19.91  (meters)                     GEOID03
 LK0144  DYNAMIC HT  -        1155.527 (meters)    3791.09  (feet)  COMP
 LK0144  MODELED GRAV-     979,876.4   (mgal)                       NAVD 88
 LK0144
 LK0144  VERT ORDER  -  FIRST     CLASS II
 LK0144
 LK0144.The horizontal coordinates were scaled from a topographic map and have
 LK0144.an estimated accuracy of +/- 6 seconds.
 LK0144
 LK0144.The orthometric height was determined by differential leveling
 LK0144.and adjusted by the National Geodetic Survey in June 1991..
 LK0144
 LK0144.The geoid height was determined by GEOID03.
 LK0144
 LK0144.The dynamic height is computed by dividing the NAVD 88
 LK0144.geopotential number by the normal gravity value computed on the
 LK0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0144.degrees latitude (g = 980.6199 gals.).
 LK0144
 LK0144.The modeled gravity was interpolated from observed gravity values.
 LK0144
 LK0144;                    North         East    Units  Estimated Accuracy
 LK0144;SPC CO N     -   469,970.    1,127,150.      MT  (+/- 180 meters Scaled)
 LK0144
 LK0144                          SUPERSEDED SURVEY CONTROL
 LK0144
 LK0144  NGVD 29 (??/??/92) 1155.812  (m)         3792.03   (f) ADJ UNCH    1 2
 LK0144
 LK0144.Superseded values are not recommended for survey control.
 LK0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0144.See file dsdata.txt to determine how the superseded data were derived.
 LK0144
 LK0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF705178(NAD 83)
 LK0144_MARKER: DB = BENCH MARK DISK
 LK0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0144_SP_SET: CONCRETE POST
 LK0144_STAMPING: L 16 1926 3792.026
 LK0144_MARK LOGO: CGS   
 LK0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0144+STABILITY: SURFACE MOTION
 LK0144
 LK0144  HISTORY     - Date     Condition        Report By
 LK0144  HISTORY     - 1926     MONUMENTED       CGS
 LK0144  HISTORY     - 1941     GOOD             NGS
 LK0144  HISTORY     - 1986     POOR             NGS
 LK0144
 LK0144                          STATION DESCRIPTION
 LK0144
 LK0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LK0144'1.5 MI SW FROM PROCTOR.
 LK0144'1-1/2 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM PROCTOR,
 LK0144'2 POLES EAST OF SWITCH 40.5, 45.7 FEET SOUTH OF THE SOUTH RAIL,
 LK0144'32.8 FEET NORTH OF AN OLD HIGHWAY, AND 1.8 FEET NORTH OF AN
 LK0144'EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED 3792.026 L 16 1926
 LK0144'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE
 LK0144'GROUND.
 LK0144
 LK0144                          STATION RECOVERY (1986)
 LK0144
 LK0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LK0144'RECOVERED IN POOR CONDITION.  THE 1941 DESCRIPTION IS ADEQUATE EXCEPT
 LK0144'BENCH MARK WAS FOUND LOOSE IN THE GROUND.  NOT LEVELED TO DURING THIS
 LK0144'SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0291 ***********************************************************************
 JL0291  DESIGNATION -  L 160
 JL0291  PID         -  JL0291
 JL0291  STATE/COUNTY-  CO/GUNNISON
 JL0291  USGS QUAD   -  SOMERSET (1978)
 JL0291
 JL0291                         *CURRENT SURVEY CONTROL
 JL0291  ___________________________________________________________________
 JL0291* NAD 83(1986)-  38 55 54.     (N)    107 24 53.     (W)     SCALED    
 JL0291* NAVD 88     -      1884.660  (meters)    6183.26   (feet)  ADJUSTED  
 JL0291  ___________________________________________________________________
 JL0291  GEOID HEIGHT-         -15.24  (meters)                     GEOID03
 JL0291  DYNAMIC HT  -        1882.426 (meters)    6175.93  (feet)  COMP
 JL0291  MODELED GRAV-     979,377.7   (mgal)                       NAVD 88
 JL0291
 JL0291  VERT ORDER  -  SECOND    CLASS 0
 JL0291
 JL0291.The horizontal coordinates were scaled from a topographic map and have
 JL0291.an estimated accuracy of +/- 6 seconds.
 JL0291
 JL0291.The orthometric height was determined by differential leveling
 JL0291.and adjusted by the National Geodetic Survey in June 1991..
 JL0291
 JL0291.The geoid height was determined by GEOID03.
 JL0291
 JL0291.The dynamic height is computed by dividing the NAVD 88
 JL0291.geopotential number by the normal gravity value computed on the
 JL0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0291.degrees latitude (g = 980.6199 gals.).
 JL0291
 JL0291.The modeled gravity was interpolated from observed gravity values.
 JL0291
 JL0291;                    North         East    Units  Estimated Accuracy
 JL0291;SPC CO C     -   428,470.      748,400.      MT  (+/- 180 meters Scaled)
 JL0291
 JL0291                          SUPERSEDED SURVEY CONTROL
 JL0291
 JL0291  NGVD 29 (??/??/92) 1883.121  (m)         6178.21   (f) ADJ UNCH    2 0
 JL0291
 JL0291.Superseded values are not recommended for survey control.
 JL0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0291.See file dsdata.txt to determine how the superseded data were derived.
 JL0291
 JL0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD906119(NAD 83)
 JL0291_MARKER: DB = BENCH MARK DISK
 JL0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0291_STAMPING: L 160 1934
 JL0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0291+STABILITY: SURFACE MOTION
 JL0291
 JL0291  HISTORY     - Date     Condition        Report By
 JL0291  HISTORY     - 1934     MONUMENTED       CGS
 JL0291  HISTORY     - 1964     MARK NOT FOUND   USGS
 JL0291
 JL0291                          STATION DESCRIPTION
 JL0291
 JL0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0291'3.3 MI W FROM BARDINE.
 JL0291'3.3 MILES WEST ALONG STATE HIGHWAY 135 FROM THE JUNCTION OF STATE
 JL0291'HIGHWAY 133 AT BARDINE, GUNNISON COUNTY, 0.3 MILE WEST OF THE JUNCTION
 JL0291'OF A ROAD LEADING TO HAWKS NEST MINE IN 1934, 105 FEET SOUTHWEST OF A
 JL0291'14- BY 25- BY 12-FOOT BOULDER AT THE EDGE OF THE HIGHWAY WITH A
 JL0291'TELEPHONE-LINE SUPPORT AT THE TOP OF THE BOULDER, 27.6 FEET SOUTHEAST
 JL0291'OF THE CENTERLINE OF THE HIGHWAY, 3.7 FEET SOUTHEAST OF A FENCE, AND
 JL0291'2.5 FEET BELOW THE LEVEL OF THE HIGHWAY.  A STANDARD DISK, STAMPED L
 JL0291'160 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JL0291
 JL0291                          STATION RECOVERY (1964)
 JL0291
 JL0291'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JL0291'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0042 ***********************************************************************
 HL0042  DESIGNATION -  L 161
 HL0042  PID         -  HL0042
 HL0042  STATE/COUNTY-  CO/SAGUACHE
 HL0042  USGS QUAD   -  LA GARITA (1968)
 HL0042
 HL0042                         *CURRENT SURVEY CONTROL
 HL0042  ___________________________________________________________________
 HL0042* NAD 83(1986)-  37 45 44.     (N)    106 08 56.     (W)     SCALED    
 HL0042* NAVD 88     -      2336.248  (meters)    7664.84   (feet)  ADJUSTED  
 HL0042  ___________________________________________________________________
 HL0042  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 HL0042  DYNAMIC HT  -        2333.201 (meters)    7654.84  (feet)  COMP
 HL0042  MODELED GRAV-     979,242.0   (mgal)                       NAVD 88
 HL0042
 HL0042  VERT ORDER  -  SECOND    CLASS 0
 HL0042
 HL0042.The horizontal coordinates were scaled from a topographic map and have
 HL0042.an estimated accuracy of +/- 6 seconds.
 HL0042
 HL0042.The orthometric height was determined by differential leveling
 HL0042.and adjusted by the National Geodetic Survey in June 1991..
 HL0042
 HL0042.The geoid height was determined by GEOID03.
 HL0042
 HL0042.The dynamic height is computed by dividing the NAVD 88
 HL0042.geopotential number by the normal gravity value computed on the
 HL0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0042.degrees latitude (g = 980.6199 gals.).
 HL0042
 HL0042.The modeled gravity was interpolated from observed gravity values.
 HL0042
 HL0042;                    North         East    Units  Estimated Accuracy
 HL0042;SPC CO S     -   426,590.      857,230.      MT  (+/- 180 meters Scaled)
 HL0042
 HL0042                          SUPERSEDED SURVEY CONTROL
 HL0042
 HL0042  NGVD 29 (??/??/92) 2334.850  (m)         7660.25   (f) ADJ UNCH    2 0
 HL0042
 HL0042.Superseded values are not recommended for survey control.
 HL0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0042.See file dsdata.txt to determine how the superseded data were derived.
 HL0042
 HL0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB988800(NAD 83)
 HL0042_MARKER: DB = BENCH MARK DISK
 HL0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0042_STAMPING: L 161 1934
 HL0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0042+STABILITY: SURFACE MOTION
 HL0042
 HL0042  HISTORY     - Date     Condition        Report By
 HL0042  HISTORY     - 1934     MONUMENTED       CGS
 HL0042  HISTORY     - 1967     MARK NOT FOUND   NGS
 HL0042
 HL0042                          STATION DESCRIPTION
 HL0042
 HL0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0042'12.3 MI N FROM MONTE VISTA.
 HL0042'IN SAGUACHE COUNTY, ABOUT 12.3 MILES NORTH ALONG U.S. HIGHWAY 285 FROM
 HL0042'THE JUNCTION OF STATE HIGHWAY 160 AT MONTE VISTA, RIO GRANDE COUNTY,
 HL0042'ABOUT 450 FEET NORTH OF A STATE HIGHWAY MAINTENANCE SHOP, ABOUT 106
 HL0042'FEET SOUTH OF THE SOUTHWEST CORNER OF THE INTERSECTION OF A CROSS
 HL0042'ROAD, 75 FEET EAST OF THE EAST SIDE OF THE S COTTREL RANCH HOUSE, 91
 HL0042'FEET SOUTH OF THE NORTHEAST CORNER OF THE PROPERTY FENCE LINE, 39 FEET
 HL0042'WEST OF THE CENTER LINE OF THE HIGHWAY, AND 1 FOOT EAST OF THE FENCE
 HL0042'PARALLELING THE HIGHWAY.  A STANDARD DISK, STAMPED L 161 1934 AND SET
 HL0042'IN THE TOP OF A CONCRETE POST.
 HL0042
 HL0042                          STATION RECOVERY (1967)
 HL0042
 HL0042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HL0042'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0100 ***********************************************************************
 HL0100  DESIGNATION -  L 162
 HL0100  PID         -  HL0100
 HL0100  STATE/COUNTY-  CO/ARCHULETA
 HL0100  USGS QUAD   -  JACKSON MOUNTAIN (1984)
 HL0100
 HL0100                         *CURRENT SURVEY CONTROL
 HL0100  ___________________________________________________________________
 HL0100* NAD 83(1986)-  37 18 43.     (N)    106 57 57.     (W)     SCALED    
 HL0100* NAVD 88     -      2223.809  (meters)    7295.95   (feet)  ADJUSTED  
 HL0100  ___________________________________________________________________
 HL0100  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 HL0100  DYNAMIC HT  -        2220.835 (meters)    7286.19  (feet)  COMP
 HL0100  MODELED GRAV-     979,214.3   (mgal)                       NAVD 88
 HL0100
 HL0100  VERT ORDER  -  SECOND    CLASS 0
 HL0100
 HL0100.The horizontal coordinates were scaled from a topographic map and have
 HL0100.an estimated accuracy of +/- 6 seconds.
 HL0100
 HL0100.The orthometric height was determined by differential leveling
 HL0100.and adjusted by the National Geodetic Survey in June 1991..
 HL0100
 HL0100.The geoid height was determined by GEOID03.
 HL0100
 HL0100.The dynamic height is computed by dividing the NAVD 88
 HL0100.geopotential number by the normal gravity value computed on the
 HL0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0100.degrees latitude (g = 980.6199 gals.).
 HL0100
 HL0100.The modeled gravity was interpolated from observed gravity values.
 HL0100
 HL0100;                    North         East    Units  Estimated Accuracy
 HL0100;SPC CO S     -   377,440.      784,470.      MT  (+/- 180 meters Scaled)
 HL0100
 HL0100                          SUPERSEDED SURVEY CONTROL
 HL0100
 HL0100  NGVD 29 (??/??/92) 2222.401  (m)         7291.33   (f) ADJ UNCH    2 0
 HL0100
 HL0100.Superseded values are not recommended for survey control.
 HL0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0100.See file dsdata.txt to determine how the superseded data were derived.
 HL0100
 HL0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB257312(NAD 83)
 HL0100_MARKER: DB = BENCH MARK DISK
 HL0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0100_STAMPING: L 162 1934
 HL0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0100+STABILITY: SURFACE MOTION
 HL0100
 HL0100  HISTORY     - Date     Condition        Report By
 HL0100  HISTORY     - 1934     MONUMENTED       CGS
 HL0100
 HL0100                          STATION DESCRIPTION
 HL0100
 HL0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0100'5.0 MI NE FROM PAGOSA SPRINGS.
 HL0100'5.0 MILES NORTHEAST ALONG U.S. HIGHWAY 160 FROM PAGOSA SPRINGS,
 HL0100'ARCHULETA COUNTY, IN THE SOUTHWEST CORNER OF THE SAN JUAN RANGER
 HL0100'STATION OF THE UNITED STATES FOREST SERVICE, ABOUT 126 FEET WEST OF
 HL0100'THE CENTER LINE OF THE HIGHWAY, ABOUT 87 FEET WEST OF THE FRONT YARD
 HL0100'FENCE PARALLELING THE HIGHWAY, 33.2 FEET WEST OF THE WEST END OF A
 HL0100'GATE AT THE SIDE OF THE HOUSE, 21.9 FEET SOUTHWEST OF THE SOUTHWEST
 HL0100'CORNER OF THE RANGER HOUSE, 3.0 FEET NORTHEAST OF THE SOUTHWEST
 HL0100'CORNER-POST OF THE YARD FENCE, 2.9 FEET EAST OF A NORTH-AND-SOUTH
 HL0100'FENCE, AND 2.7 FEET NORTH OF AN EAST-AND-WEST FENCE.  A STANDARD DISK,
 HL0100'STAMPED L 162 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0011 ***********************************************************************
 HL0011  DESIGNATION -  L 163
 HL0011  PID         -  HL0011
 HL0011  STATE/COUNTY-  CO/RIO GRANDE
 HL0011  USGS QUAD   -  MONTE VISTA (1964)
 HL0011
 HL0011                         *CURRENT SURVEY CONTROL
 HL0011  ___________________________________________________________________
 HL0011* NAD 83(1986)-  37 36 27.     (N)    106 12 30.     (W)     SCALED    
 HL0011* NAVD 88     -      2350.130  (meters)    7710.38   (feet)  ADJUSTED  
 HL0011  ___________________________________________________________________
 HL0011  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 HL0011  DYNAMIC HT  -        2346.997 (meters)    7700.11  (feet)  COMP
 HL0011  MODELED GRAV-     979,212.9   (mgal)                       NAVD 88
 HL0011
 HL0011  VERT ORDER  -  SECOND    CLASS 0
 HL0011
 HL0011.The horizontal coordinates were scaled from a topographic map and have
 HL0011.an estimated accuracy of +/- 6 seconds.
 HL0011
 HL0011.The orthometric height was determined by differential leveling
 HL0011.and adjusted by the National Geodetic Survey in June 1991..
 HL0011
 HL0011.The geoid height was determined by GEOID03.
 HL0011
 HL0011.The dynamic height is computed by dividing the NAVD 88
 HL0011.geopotential number by the normal gravity value computed on the
 HL0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0011.degrees latitude (g = 980.6199 gals.).
 HL0011
 HL0011.The modeled gravity was interpolated from observed gravity values.
 HL0011
 HL0011;                    North         East    Units  Estimated Accuracy
 HL0011;SPC CO S     -   409,460.      851,860.      MT  (+/- 180 meters Scaled)
 HL0011
 HL0011                          SUPERSEDED SURVEY CONTROL
 HL0011
 HL0011  NGVD 29 (??/??/92) 2348.710  (m)         7705.73   (f) ADJ UNCH    2 0
 HL0011
 HL0011.Superseded values are not recommended for survey control.
 HL0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0011.See file dsdata.txt to determine how the superseded data were derived.
 HL0011
 HL0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB933629(NAD 83)
 HL0011_MARKER: DB = BENCH MARK DISK
 HL0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0011_STAMPING: L 163 1934
 HL0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0011+STABILITY: SURFACE MOTION
 HL0011
 HL0011  HISTORY     - Date     Condition        Report By
 HL0011  HISTORY     - 1934     MONUMENTED       CGS
 HL0011  HISTORY     - 1952     GOOD             NGS
 HL0011
 HL0011                          STATION DESCRIPTION
 HL0011
 HL0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HL0011'4.3 MI W FROM MONTE VISTA.
 HL0011'4.3 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 HL0011'MONTE VISTA, RIO GRANDE COUNTY, 235 FEET WEST OF THE SIDING MARKER AT
 HL0011'TORRES, 45 FEET SOUTH OF MILE POST 273, 0.2 MILE WEST OF THE J.S.
 HL0011'RHODOS COUNTRY STORE, 49 FEET SOUTHWEST OF A POLE, 31 FEET SOUTH OF
 HL0011'THE CENTER LINE OF THE TRACK AND 3 FEET NORTH OF A FENCE PARALLELING
 HL0011'THE TRACK.  A STANDARD DISK, STAMPED L 163 1934 AND SET IN THE TOP OF
 HL0011'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0631 ***********************************************************************
 KK0631  DESIGNATION -  L 165
 KK0631  PID         -  KK0631
 KK0631  STATE/COUNTY-  CO/JEFFERSON
 KK0631  USGS QUAD   -  GOLDEN (1994)
 KK0631
 KK0631                         *CURRENT SURVEY CONTROL
 KK0631  ___________________________________________________________________
 KK0631* NAD 83(1986)-  39 51 25.     (N)    105 11 36.     (W)     SCALED    
 KK0631* NAVD 88     -      1801.116  (meters)    5909.16   (feet)  POSTED    
 KK0631  ___________________________________________________________________
 KK0631  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 KK0631  DYNAMIC HT  -        1799.330 (meters)    5903.30  (feet)  COMP
 KK0631  MODELED GRAV-     979,569.4   (mgal)                       NAVD 88
 KK0631
 KK0631  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 KK0631
 KK0631.The horizontal coordinates were scaled from a topographic map and have
 KK0631.an estimated accuracy of +/- 6 seconds.
 KK0631
 KK0631.The orthometric height was determined by differential leveling
 KK0631.and adjusted by the National Geodetic Survey in 1992..
 KK0631.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 KK0631.rate of 4.1 thru 8.0 mm/km.
 KK0631
 KK0631.The geoid height was determined by GEOID03.
 KK0631
 KK0631.The dynamic height is computed by dividing the NAVD 88
 KK0631.geopotential number by the normal gravity value computed on the
 KK0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0631.degrees latitude (g = 980.6199 gals.).
 KK0631
 KK0631.The modeled gravity was interpolated from observed gravity values.
 KK0631
 KK0631;                    North         East    Units  Estimated Accuracy
 KK0631;SPC CO C     -   529,490.      940,640.      MT  (+/- 180 meters Scaled)
 KK0631
 KK0631                          SUPERSEDED SURVEY CONTROL
 KK0631
 KK0631  NGVD 29 (??/??/92) 1799.995  (m)         5905.48   (f) ADJ UNCH    2 0
 KK0631
 KK0631.Superseded values are not recommended for survey control.
 KK0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0631.See file dsdata.txt to determine how the superseded data were derived.
 KK0631
 KK0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE834118(NAD 83)
 KK0631_MARKER: DB = BENCH MARK DISK
 KK0631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0631_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0631_STAMPING: L 165 1934
 KK0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0631+STABILITY: SURFACE MOTION
 KK0631
 KK0631  HISTORY     - Date     Condition        Report By
 KK0631  HISTORY     - 1934     MONUMENTED       CGS
 KK0631  HISTORY     - 1952     GOOD             NGS
 KK0631  HISTORY     - 1982     GOOD             NGS
 KK0631
 KK0631                          STATION DESCRIPTION
 KK0631
 KK0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KK0631'8 MI NW FROM ARVADA.
 KK0631'8.0 MILES NORTHWEST ALONG THE DENVER AND SALT LAKE RAILWAY FROM
 KK0631'ARVADA, JEFFERSON COUNTY, 55.2 FEET NORTH OF MILEPOST 15, 700
 KK0631'FEET WEST OF A JOG SOUTH OF THE RIGHT-OF-WAY FENCE, 300 FEET
 KK0631'EAST OF THE EAST END OF A CUT, NORTH OF THE EAST END OF A RAIL
 KK0631'RACK, 43 FEET NORTHWEST OF A POLE, 2.5 FEET SOUTH OF THE
 KK0631'RIGHT-OF-WAY FENCE, AND 3.0 FEET WEST OF A WHITE WOODEN POST
 KK0631'STENCILED U.S.B.M. PROJECTING 2.0 FEET ABOVE GROUND.  A STANDARD
 KK0631'DISK, STAMPED L 165 1934 AND SET IN THE TOP OF A CONCRETE POST
 KK0631'PROJECTING 0.5 FOOT ABOVE GROUND.
 KK0631
 KK0631                          STATION RECOVERY (1982)
 KK0631
 KK0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0631'FROM THE INTERSECTION OF COLORADO STATE HIGHWAY 72 AND STATE HIGHWAY
 KK0631'93, GO 2.6 MI EAST ON HIGHWAY 72 TO A VACANT LOT EAST OF AN
 KK0631'INDUSTRIAL SITE AND A SIDE ROAD RIGHT. TURN RIGHT, SOUTH, THROUGH A
 KK0631'WOODEN GATE AND GO 0.15 MI TO THE RAILROAD RIGHT-OF-WAY FENCE AND THE
 KK0631'BENCH MARK. IT IS 74 FT. NORTH OF THE CENTER OF THE TRACKS AND 3 FT.
 KK0631'WEST OF THE OLD WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0133 ***********************************************************************
 HM0133  DESIGNATION -  L 166
 HM0133  PID         -  HM0133
 HM0133  STATE/COUNTY-  CO/DOLORES
 HM0133  USGS QUAD   -  CAHONE (1994)
 HM0133
 HM0133                         *CURRENT SURVEY CONTROL
 HM0133  ___________________________________________________________________
 HM0133* NAD 83(1986)-  37 39 39.     (N)    108 47 22.     (W)     SCALED    
 HM0133* NAVD 88     -      2067.949  (meters)    6784.60   (feet)  ADJUSTED  
 HM0133  ___________________________________________________________________
 HM0133  GEOID HEIGHT-         -19.21  (meters)                     GEOID03
 HM0133  DYNAMIC HT  -        2065.384 (meters)    6776.18  (feet)  COMP
 HM0133  MODELED GRAV-     979,315.8   (mgal)                       NAVD 88
 HM0133
 HM0133  VERT ORDER  -  SECOND    CLASS 0
 HM0133
 HM0133.The horizontal coordinates were scaled from a topographic map and have
 HM0133.an estimated accuracy of +/- 6 seconds.
 HM0133
 HM0133.The orthometric height was determined by differential leveling
 HM0133.and adjusted by the National Geodetic Survey in June 1991..
 HM0133
 HM0133.The geoid height was determined by GEOID03.
 HM0133
 HM0133.The dynamic height is computed by dividing the NAVD 88
 HM0133.geopotential number by the normal gravity value computed on the
 HM0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0133.degrees latitude (g = 980.6199 gals.).
 HM0133
 HM0133.The modeled gravity was interpolated from observed gravity values.
 HM0133
 HM0133;                    North         East    Units  Estimated Accuracy
 HM0133;SPC CO S     -   420,250.      624,230.      MT  (+/- 180 meters Scaled)
 HM0133
 HM0133                          SUPERSEDED SURVEY CONTROL
 HM0133
 HM0133  NGVD 29 (??/??/92) 2066.758  (m)         6780.69   (f) ADJ UNCH    2 0
 HM0133
 HM0133.Superseded values are not recommended for survey control.
 HM0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0133.See file dsdata.txt to determine how the superseded data were derived.
 HM0133
 HM0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG949704(NAD 83)
 HM0133_MARKER: DB = BENCH MARK DISK
 HM0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0133_STAMPING: L-166 1934
 HM0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0133+STABILITY: SURFACE MOTION
 HM0133
 HM0133  HISTORY     - Date     Condition        Report By
 HM0133  HISTORY     - 1934     MONUMENTED       CGS
 HM0133
 HM0133                          STATION DESCRIPTION
 HM0133
 HM0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0133'1.4 MI E FROM CAHONE.
 HM0133'1.4 MILES EAST OF, ALONG U.S. HWY. 160, FROM CAHONE PUBLIC SCHOOL.
 HM0133'ABOUT 1.75 MILES NORTHWEST OF LITTLE GROVE PUBLIC SCHOOL.  900 FEET
 HM0133'WEST OF SMALL LOG CABIN.  600 FEET EAST OF CENTERLINE OF CROSS ROAD
 HM0133'RUNNING NORTH AND SOUTH.  24 FEET NORTH OF CENTERLINE OF U.S. HWY.
 HM0133'160.  6.3 FEET WEST OF TELEPHONE POLE.  1.5 FEET SOUTH OF FENCE LINE.
 HM0133'PRECAST POST SET AT SUMMIT OF HIGHWAY OVER HILL.  NOTE-- THIS BM 0.2
 HM0133'MILE ALONG US HWY. 160 FROM P.O., 0.95 MILE EAST ALONG DIRT RD, 600
 HM0133'FEET EAST OF T-ROAD NORTH, AT THE SUMMIT OF A HILL.  25 FEET EAST OF A
 HM0133'TELEPHONE POLE, 24 FEET NORTH OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0955 ***********************************************************************
 KK0955  DESIGNATION -  L 167
 KK0955  PID         -  KK0955
 KK0955  STATE/COUNTY-  CO/PARK
 KK0955  USGS QUAD   -  FARNUM PEAK (1956)
 KK0955
 KK0955                         *CURRENT SURVEY CONTROL
 KK0955  ___________________________________________________________________
 KK0955* NAD 83(1986)-  39 10 55.     (N)    105 31 44.     (W)     SCALED    
 KK0955* NAVD 88     -      2649.213  (meters)    8691.63   (feet)  ADJUSTED  
 KK0955  ___________________________________________________________________
 KK0955  GEOID HEIGHT-         -13.26  (meters)                     GEOID03
 KK0955  DYNAMIC HT  -        2646.016 (meters)    8681.14  (feet)  COMP
 KK0955  MODELED GRAV-     979,324.0   (mgal)                       NAVD 88
 KK0955
 KK0955  VERT ORDER  -  SECOND    CLASS 0
 KK0955
 KK0955.The horizontal coordinates were scaled from a topographic map and have
 KK0955.an estimated accuracy of +/- 6 seconds.
 KK0955
 KK0955.The orthometric height was determined by differential leveling
 KK0955.and adjusted by the National Geodetic Survey in June 1991..
 KK0955
 KK0955.The geoid height was determined by GEOID03.
 KK0955
 KK0955.The dynamic height is computed by dividing the NAVD 88
 KK0955.geopotential number by the normal gravity value computed on the
 KK0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0955.degrees latitude (g = 980.6199 gals.).
 KK0955
 KK0955.The modeled gravity was interpolated from observed gravity values.
 KK0955
 KK0955;                    North         East    Units  Estimated Accuracy
 KK0955;SPC CO C     -   454,510.      911,910.      MT  (+/- 180 meters Scaled)
 KK0955
 KK0955                          SUPERSEDED SURVEY CONTROL
 KK0955
 KK0955  NGVD 29 (??/??/92) 2647.788  (m)         8686.95   (f) ADJ UNCH    2 0
 KK0955
 KK0955.Superseded values are not recommended for survey control.
 KK0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0955.See file dsdata.txt to determine how the superseded data were derived.
 KK0955
 KK0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD543371(NAD 83)
 KK0955_MARKER: DB = BENCH MARK DISK
 KK0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0955_STAMPING: L 167 1934
 KK0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0955+STABILITY: SURFACE MOTION
 KK0955
 KK0955  HISTORY     - Date     Condition        Report By
 KK0955  HISTORY     - 1934     MONUMENTED       CGS
 KK0955
 KK0955                          STATION DESCRIPTION
 KK0955
 KK0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0955'19.9 MI NW FROM LAKE GEORGE.
 KK0955'19.9 MILES NORTHWEST ALONG STATE HIGHWAY 77 FROM LAKE GEORGE, PARK
 KK0955'COUNTY, 800 FEET WEST OF THE G. E. HAMMER RESIDENCE, 60 FEET WEST
 KK0955'OF THE TOP OF A RIDGE, 47 FEET NORTHEAST OF THE EAST SIDE OF A
 KK0955'GRANITE OUTCROP, AND 36 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 KK0955'A STANDARD DISK, STAMPED L 167 1934 AND SET IN THE TOP OF A CONCRETE
 KK0955'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0130 ***********************************************************************
 HL0130  DESIGNATION -  L 168
 HL0130  PID         -  HL0130
 HL0130  STATE/COUNTY-  CO/MINERAL
 HL0130  USGS QUAD   -  BRISTOL HEAD (1986)
 HL0130
 HL0130                         *CURRENT SURVEY CONTROL
 HL0130  ___________________________________________________________________
 HL0130* NAD 83(1986)-  37 45 30.     (N)    107 01 17.     (W)     SCALED    
 HL0130* NAVD 88     -      2716.378  (meters)    8911.98   (feet)  ADJUSTED  
 HL0130  ___________________________________________________________________
 HL0130  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 HL0130  DYNAMIC HT  -        2712.576 (meters)    8899.51  (feet)  COMP
 HL0130  MODELED GRAV-     979,132.2   (mgal)                       NAVD 88
 HL0130
 HL0130  VERT ORDER  -  SECOND    CLASS 0
 HL0130
 HL0130.The horizontal coordinates were scaled from a topographic map and have
 HL0130.an estimated accuracy of +/- 6 seconds.
 HL0130
 HL0130.The orthometric height was determined by differential leveling
 HL0130.and adjusted by the National Geodetic Survey in June 1991..
 HL0130
 HL0130.The geoid height was determined by GEOID03.
 HL0130
 HL0130.The dynamic height is computed by dividing the NAVD 88
 HL0130.geopotential number by the normal gravity value computed on the
 HL0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0130.degrees latitude (g = 980.6199 gals.).
 HL0130
 HL0130.The modeled gravity was interpolated from observed gravity values.
 HL0130
 HL0130;                    North         East    Units  Estimated Accuracy
 HL0130;SPC CO S     -   427,050.      780,350.      MT  (+/- 180 meters Scaled)
 HL0130
 HL0130                          SUPERSEDED SURVEY CONTROL
 HL0130
 HL0130  NGVD 29 (??/??/92) 2714.708  (m)         8906.50   (f) ADJ UNCH    2 0
 HL0130
 HL0130.Superseded values are not recommended for survey control.
 HL0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0130.See file dsdata.txt to determine how the superseded data were derived.
 HL0130
 HL0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB219809(NAD 83)
 HL0130_MARKER: DB = BENCH MARK DISK
 HL0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0130_STAMPING: L 168 1934
 HL0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0130+STABILITY: SURFACE MOTION
 HL0130
 HL0130  HISTORY     - Date     Condition        Report By
 HL0130  HISTORY     - 1934     MONUMENTED       CGS
 HL0130  HISTORY     - 1968     GOOD             NGS
 HL0130  HISTORY     - 1982     MARK NOT FOUND   USGS
 HL0130  HISTORY     - 1982     MARK NOT FOUND   USGS
 HL0130
 HL0130                          STATION DESCRIPTION
 HL0130
 HL0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0130'10.5 MI SW FROM CREEDE.
 HL0130'10.5 MILES SOUTHWEST ALONG STATE HIGHWAY 149 FROM THE DENVER AND RIO
 HL0130'GRANDE WESTERN RAILROAD STATION AT CREEDE, MINERAL COUNTY, ABOUT 1,200
 HL0130'FEET SOUTHEAST OF A LARGE KNOLL, ABOUT 1,000 FEET EAST OF THE FOOT OF
 HL0130'A MOUNTAIN, 100 FEET SOUTHWEST OF A POLE, 82 FEET NORTHWEST OF A 4- BY
 HL0130'3- BY 1-FOOT BOULDER, 3 FEET EAST OF THE HIGHWAY, 13 FEET EAST OF THE
 HL0130'CENTERLINE OF AN OLD ROAD LEADING NORTH, AND 56 FEET WEST OF THE
 HL0130'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED L 168 1934 AND
 HL0130'SET IN THE TOP OF A CONCRETE POST.
 HL0130
 HL0130                          STATION RECOVERY (1968)
 HL0130
 HL0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 HL0130'RECOVERED IN GOOD CONDITION.
 HL0130
 HL0130                          STATION RECOVERY (1982)
 HL0130
 HL0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HL0130'MARK NOT FOUND.
 HL0130
 HL0130                          STATION RECOVERY (1982)
 HL0130
 HL0130'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 HL0130'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0323 ***********************************************************************
 JL0323  DESIGNATION -  L 169
 JL0323  PID         -  JL0323
 JL0323  STATE/COUNTY-  CO/HINSDALE
 JL0323  USGS QUAD   -  LAKE CITY (1982)
 JL0323
 JL0323                         *CURRENT SURVEY CONTROL
 JL0323  ___________________________________________________________________
 JL0323* NAD 83(1986)-  38 01 33.     (N)    107 18 57.     (W)     SCALED    
 JL0323* NAVD 88     -      2644.568  (meters)    8676.39   (feet)  ADJUSTED  
 JL0323  ___________________________________________________________________
 JL0323  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 JL0323  DYNAMIC HT  -        2640.907 (meters)    8664.38  (feet)  COMP
 JL0323  MODELED GRAV-     979,150.2   (mgal)                       NAVD 88
 JL0323
 JL0323  VERT ORDER  -  SECOND    CLASS 0
 JL0323
 JL0323.The horizontal coordinates were scaled from a topographic map and have
 JL0323.an estimated accuracy of +/- 6 seconds.
 JL0323
 JL0323.The orthometric height was determined by differential leveling
 JL0323.and adjusted by the National Geodetic Survey in June 1991..
 JL0323
 JL0323.The geoid height was determined by GEOID03.
 JL0323
 JL0323.The dynamic height is computed by dividing the NAVD 88
 JL0323.geopotential number by the normal gravity value computed on the
 JL0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0323.degrees latitude (g = 980.6199 gals.).
 JL0323
 JL0323.The modeled gravity was interpolated from observed gravity values.
 JL0323
 JL0323;                    North         East    Units  Estimated Accuracy
 JL0323;SPC CO S     -   457,200.      754,990.      MT  (+/- 180 meters Scaled)
 JL0323
 JL0323                          SUPERSEDED SURVEY CONTROL
 JL0323
 JL0323  NGVD 29 (??/??/92) 2642.818  (m)         8670.65   (f) ADJ UNCH    2 0
 JL0323
 JL0323.Superseded values are not recommended for survey control.
 JL0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0323.See file dsdata.txt to determine how the superseded data were derived.
 JL0323
 JL0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC967112(NAD 83)
 JL0323_MARKER: DB = BENCH MARK DISK
 JL0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0323_STAMPING: L 169 1934
 JL0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0323+STABILITY: SURFACE MOTION
 JL0323
 JL0323  HISTORY     - Date     Condition        Report By
 JL0323  HISTORY     - 1934     MONUMENTED       CGS
 JL0323
 JL0323                          STATION DESCRIPTION
 JL0323
 JL0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0323'IN LAKE CITY.
 JL0323'AT LAKE CITY, HINSDALE COUNTY, 138 FEET NORTHWEST OF THE NORTHWEST
 JL0323'CORNER OF THE DENVER AND RIO GRANDE WESTERN RAILROAD (NOW ABANDONED)
 JL0323'STATION, 168 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK, 24 FEET
 JL0323'NORTHWEST OF THE NORTHWEST CORNER OF THE F.S. WILLIAMS HOUSE, IN THE
 JL0323'SOUTHWEST CORNER OF THE FRONT YARD, 29 FEET WEST OF THE WEST SIDE OF
 JL0323'THE YARD GATE, 2 FEET NORTHEAST OF SOUTHWEST CORNER POST OF THE YARD
 JL0323'FENCE, 2 FEET EAST OF A NORTH-AND-SOUTH FENCE, AND 2 FEET NORTH OF AN
 JL0323'EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED L 169 1934 AND SET IN
 JL0323'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0264 ***********************************************************************
 LK0264  DESIGNATION -  L 17
 LK0264  PID         -  LK0264
 LK0264  STATE/COUNTY-  CO/MORGAN
 LK0264  USGS QUAD   -  BRUSH WEST (1984)
 LK0264
 LK0264                         *CURRENT SURVEY CONTROL
 LK0264  ___________________________________________________________________
 LK0264* NAD 83(1986)-  40 16 41.     (N)    103 44 26.     (W)     SCALED    
 LK0264* NAVD 88     -      1294.470  (meters)    4246.94   (feet)  POSTED    
 LK0264  ___________________________________________________________________
 LK0264  GEOID HEIGHT-         -19.53  (meters)                     GEOID03
 LK0264  DYNAMIC HT  -        1293.440 (meters)    4243.56  (feet)  COMP
 LK0264  MODELED GRAV-     979,784.6   (mgal)                       NAVD 88
 LK0264
 LK0264  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LK0264
 LK0264.The horizontal coordinates were scaled from a topographic map and have
 LK0264.an estimated accuracy of +/- 6 seconds.
 LK0264
 LK0264.The orthometric height was determined by differential leveling
 LK0264.and adjusted by the National Geodetic Survey in 1992..
 LK0264.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LK0264.rate of 0.0 thru 1.0 mm/km.
 LK0264
 LK0264.The geoid height was determined by GEOID03.
 LK0264
 LK0264.The dynamic height is computed by dividing the NAVD 88
 LK0264.geopotential number by the normal gravity value computed on the
 LK0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0264.degrees latitude (g = 980.6199 gals.).
 LK0264
 LK0264.The modeled gravity was interpolated from observed gravity values.
 LK0264
 LK0264;                    North         East    Units  Estimated Accuracy
 LK0264;SPC CO N     -   411,180.    1,064,020.      MT  (+/- 180 meters Scaled)
 LK0264
 LK0264                          SUPERSEDED SURVEY CONTROL
 LK0264
 LK0264  NGVD 29 (??/??/92) 1293.783  (m)         4244.69   (f) ADJ UNCH    1 2
 LK0264
 LK0264.Superseded values are not recommended for survey control.
 LK0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0264.See file dsdata.txt to determine how the superseded data were derived.
 LK0264
 LK0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE070593(NAD 83)
 LK0264_MARKER: DB = BENCH MARK DISK
 LK0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0264_STAMPING: ELEV 4244.814 FT L 17 1926
 LK0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0264+STABILITY: SURFACE MOTION
 LK0264
 LK0264  HISTORY     - Date     Condition        Report By
 LK0264  HISTORY     - 1926     MONUMENTED       CGS
 LK0264  HISTORY     - 1934     GOOD             NGS
 LK0264  HISTORY     - 1984     MARK NOT FOUND   NGS
 LK0264
 LK0264                          STATION DESCRIPTION
 LK0264
 LK0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LK0264'8.5 MI SW FROM SNYDER.
 LK0264'8-1/2 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM SNYDER,
 LK0264'AT ROAD CROSSING 95.51, 44.5 FEET NORTH OF THE NORTH RAIL, 27.8 FEET
 LK0264'EAST OF THE ROAD, AND 2.9 FEET SOUTH OF A POINT 1.8 FEET EAST OF A
 LK0264'FENCE CORNER.  A STANDARD DISK, STAMPED ELEV. 4244.814 FT. L 17 1926
 LK0264'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LK0264
 LK0264                          STATION RECOVERY (1984)
 LK0264
 LK0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LK0264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0174 ***********************************************************************
 JL0174  DESIGNATION -  L 170
 JL0174  PID         -  JL0174
 JL0174  STATE/COUNTY-  CO/GUNNISON
 JL0174  USGS QUAD   -  IRIS (1962)
 JL0174
 JL0174                         *CURRENT SURVEY CONTROL
 JL0174  ___________________________________________________________________
 JL0174* NAD 83(1986)-  38 25 37.     (N)    106 45 36.     (W)     SCALED    
 JL0174* NAVD 88     -      2461.729  (meters)    8076.52   (feet)  ADJUSTED  
 JL0174  ___________________________________________________________________
 JL0174  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 JL0174  DYNAMIC HT  -        2458.646 (meters)    8066.41  (feet)  COMP
 JL0174  MODELED GRAV-     979,287.3   (mgal)                       NAVD 88
 JL0174
 JL0174  VERT ORDER  -  SECOND    CLASS 0
 JL0174
 JL0174.The horizontal coordinates were scaled from a topographic map and have
 JL0174.an estimated accuracy of +/- 6 seconds.
 JL0174
 JL0174.The orthometric height was determined by differential leveling
 JL0174.and adjusted by the National Geodetic Survey in June 1991..
 JL0174
 JL0174.The geoid height was determined by GEOID03.
 JL0174
 JL0174.The dynamic height is computed by dividing the NAVD 88
 JL0174.geopotential number by the normal gravity value computed on the
 JL0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0174.degrees latitude (g = 980.6199 gals.).
 JL0174
 JL0174.The modeled gravity was interpolated from observed gravity values.
 JL0174
 JL0174;                    North         East    Units  Estimated Accuracy
 JL0174;SPC CO C     -   371,460.      804,380.      MT  (+/- 180 meters Scaled)
 JL0174
 JL0174                          SUPERSEDED SURVEY CONTROL
 JL0174
 JL0174  NGVD 29 (??/??/92) 2460.187  (m)         8071.46   (f) ADJ UNCH    2 0
 JL0174
 JL0174.Superseded values are not recommended for survey control.
 JL0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0174.See file dsdata.txt to determine how the superseded data were derived.
 JL0174
 JL0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC463546(NAD 83)
 JL0174_MARKER: DB = BENCH MARK DISK
 JL0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0174_STAMPING: L 170 1934
 JL0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0174+STABILITY: SURFACE MOTION
 JL0174
 JL0174  HISTORY     - Date     Condition        Report By
 JL0174  HISTORY     - 1934     MONUMENTED       CGS
 JL0174  HISTORY     - 1968     GOOD             NGS
 JL0174
 JL0174                          STATION DESCRIPTION
 JL0174
 JL0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0174'4.0 MI W FROM PARLIN.
 JL0174'ABOUT 4.0 MILES WEST ALONG U.S. HIGHWAY 50 FROM PARLIN, GUNNISON
 JL0174'COUNTY, THENCE ABOUT 7.7 MILES SOUTH ALONG STATE HIGHWAY 114, ABOUT
 JL0174'450 FEET NORTHEAST OF THE NORTHEAST BANK OF COCHETOPA CREEK, OPPOSITE
 JL0174'A VALLEY LEADING EAST, 32.2 FEET WEST OF THE CENTER LINE OF THE
 JL0174'HIGHWAY, AND 3.5 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 JL0174'DISK, STAMPED L 170 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JL0174
 JL0174                          STATION RECOVERY (1968)
 JL0174
 JL0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JL0174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0130 ***********************************************************************
 JL0130  DESIGNATION -  L 171
 JL0130  PID         -  JL0130
 JL0130  STATE/COUNTY-  CO/SAGUACHE
 JL0130  USGS QUAD   -  LAKE MOUNTAIN NE (1967)
 JL0130
 JL0130                         *CURRENT SURVEY CONTROL
 JL0130  ___________________________________________________________________
 JL0130* NAD 83(1986)-  38 08 39.     (N)    106 19 50.     (W)     SCALED    
 JL0130* NAVD 88     -      2478.716  (meters)    8132.25   (feet)  ADJUSTED  
 JL0130  ___________________________________________________________________
 JL0130  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 JL0130  DYNAMIC HT  -        2475.500 (meters)    8121.70  (feet)  COMP
 JL0130  MODELED GRAV-     979,242.4   (mgal)                       NAVD 88
 JL0130
 JL0130  VERT ORDER  -  SECOND    CLASS 0
 JL0130
 JL0130.The horizontal coordinates were scaled from a topographic map and have
 JL0130.an estimated accuracy of +/- 6 seconds.
 JL0130
 JL0130.The orthometric height was determined by differential leveling
 JL0130.and adjusted by the National Geodetic Survey in June 1991..
 JL0130
 JL0130.The geoid height was determined by GEOID03.
 JL0130
 JL0130.The dynamic height is computed by dividing the NAVD 88
 JL0130.geopotential number by the normal gravity value computed on the
 JL0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0130.degrees latitude (g = 980.6199 gals.).
 JL0130
 JL0130.The modeled gravity was interpolated from observed gravity values.
 JL0130
 JL0130;                    North         East    Units  Estimated Accuracy
 JL0130;SPC CO S     -   469,110.      841,600.      MT  (+/- 180 meters Scaled)
 JL0130
 JL0130                          SUPERSEDED SURVEY CONTROL
 JL0130
 JL0130  NGVD 29 (??/??/92) 2477.202  (m)         8127.29   (f) ADJ UNCH    2 0
 JL0130
 JL0130.Superseded values are not recommended for survey control.
 JL0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0130.See file dsdata.txt to determine how the superseded data were derived.
 JL0130
 JL0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC834226(NAD 83)
 JL0130_MARKER: DB = BENCH MARK DISK
 JL0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0130_STAMPING: L 171 1934
 JL0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0130+STABILITY: SURFACE MOTION
 JL0130
 JL0130  HISTORY     - Date     Condition        Report By
 JL0130  HISTORY     - 1934     MONUMENTED       CGS
 JL0130  HISTORY     - 1962     GOOD             NGS
 JL0130
 JL0130                          STATION DESCRIPTION
 JL0130
 JL0130'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0130'14.4 MI W FROM SAGUACHE.
 JL0130'ABOUT 14.4 MILES WEST ALONG STATE HIGHWAY 114 FROM THE COUNTY
 JL0130'COURTHOUSE AT SAGUACHE, SAGUACHE COUNTY, ABOUT MIDWAY BETWEEN TWO
 JL0130'CULVERTS, 37 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 5.7
 JL0130'FEET SOUTHWEST OF THE SOUTHWEST END OF A WIRE GATE IN A FENCE, 2.1
 JL0130'FEET NORTHWEST OF A PASTURE FENCE PARALLELING THE HIGHWAY, AND 3.4
 JL0130'FEET NORTHEAST OF A 4- BY 4-INCH WHITE REFERENCE POST PROJECTING ABOUT
 JL0130'1.9 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED L 171 1934 AND SET IN
 JL0130'THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND.
 JL0130
 JL0130                          STATION RECOVERY (1962)
 JL0130
 JL0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JL0130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0353 ***********************************************************************
 JK0353  DESIGNATION -  L 172
 JK0353  PID         -  JK0353
 JK0353  STATE/COUNTY-  CO/TELLER
 JK0353  USGS QUAD   -  CRIPPLE CREEK SOUTH (1975)
 JK0353
 JK0353                         *CURRENT SURVEY CONTROL
 JK0353  ___________________________________________________________________
 JK0353* NAD 83(1986)-  38 41 37.     (N)    105 07 47.     (W)     SCALED    
 JK0353* NAVD 88     -      2958.120  (meters)    9705.10   (feet)  ADJUSTED  
 JK0353  ___________________________________________________________________
 JK0353  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 JK0353  DYNAMIC HT  -        2954.404 (meters)    9692.91  (feet)  COMP
 JK0353  MODELED GRAV-     979,262.5   (mgal)                       NAVD 88
 JK0353
 JK0353  VERT ORDER  -  SECOND    CLASS 0
 JK0353
 JK0353.The horizontal coordinates were scaled from a topographic map and have
 JK0353.an estimated accuracy of +/- 6 seconds.
 JK0353
 JK0353.The orthometric height was determined by differential leveling
 JK0353.and adjusted by the National Geodetic Survey in June 1991..
 JK0353
 JK0353.The geoid height was determined by GEOID03.
 JK0353
 JK0353.The dynamic height is computed by dividing the NAVD 88
 JK0353.geopotential number by the normal gravity value computed on the
 JK0353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0353.degrees latitude (g = 980.6199 gals.).
 JK0353
 JK0353.The modeled gravity was interpolated from observed gravity values.
 JK0353
 JK0353;                    North         East    Units  Estimated Accuracy
 JK0353;SPC CO C     -   400,360.      946,610.      MT  (+/- 180 meters Scaled)
 JK0353
 JK0353                          SUPERSEDED SURVEY CONTROL
 JK0353
 JK0353  NGVD 29 (??/??/92) 2956.760  (m)         9700.64   (f) ADJ UNCH    2 0
 JK0353
 JK0353.Superseded values are not recommended for survey control.
 JK0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0353.See file dsdata.txt to determine how the superseded data were derived.
 JK0353
 JK0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC887827(NAD 83)
 JK0353_MARKER: DB = BENCH MARK DISK
 JK0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0353_STAMPING: L 172 1934
 JK0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0353+STABILITY: SURFACE MOTION
 JK0353
 JK0353  HISTORY     - Date     Condition        Report By
 JK0353  HISTORY     - 1934     MONUMENTED       CGS
 JK0353  HISTORY     - 1952     GOOD             NGS
 JK0353
 JK0353                          STATION DESCRIPTION
 JK0353
 JK0353'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JK0353'2.1 MI S FROM VICTOR.
 JK0353'2.1 MILES SOUTH ALONG STATE HIGHWAY 67 FROM THE GRADE SCHOOL AT
 JK0353'VICTOR, 150 FEET NORTHEAST OF AN ABANDONED MINE SHAFT, 59 FEET
 JK0353'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 16 FEET NORTH OF THE
 JK0353'CENTER OF A POLE GATE, 1.5 FEET NORTHEAST OF A FENCE, 3 FEET SOUTH
 JK0353'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 JK0353'0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0758 ***********************************************************************
 KK0758  DESIGNATION -  L 174
 KK0758  PID         -  KK0758
 KK0758  STATE/COUNTY-  CO/DOUGLAS
 KK0758  USGS QUAD   -  WESTCREEK (1994)
 KK0758
 KK0758                         *CURRENT SURVEY CONTROL
 KK0758  ___________________________________________________________________
 KK0758* NAD 83(1986)-  39 12 10.     (N)    105 10 38.     (W)     SCALED    
 KK0758* NAVD 88     -      2091.652  (meters)    6862.36   (feet)  ADJUSTED  
 KK0758  ___________________________________________________________________
 KK0758  GEOID HEIGHT-         -14.69  (meters)                     GEOID03
 KK0758  DYNAMIC HT  -        2089.377 (meters)    6854.90  (feet)  COMP
 KK0758  MODELED GRAV-     979,464.7   (mgal)                       NAVD 88
 KK0758
 KK0758  VERT ORDER  -  SECOND    CLASS 0
 KK0758
 KK0758.The horizontal coordinates were scaled from a topographic map and have
 KK0758.an estimated accuracy of +/- 6 seconds.
 KK0758
 KK0758.The orthometric height was determined by differential leveling
 KK0758.and adjusted by the National Geodetic Survey in June 1991..
 KK0758
 KK0758.The geoid height was determined by GEOID03.
 KK0758
 KK0758.The dynamic height is computed by dividing the NAVD 88
 KK0758.geopotential number by the normal gravity value computed on the
 KK0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0758.degrees latitude (g = 980.6199 gals.).
 KK0758
 KK0758.The modeled gravity was interpolated from observed gravity values.
 KK0758
 KK0758;                    North         East    Units  Estimated Accuracy
 KK0758;SPC CO C     -   456,870.      942,280.      MT  (+/- 180 meters Scaled)
 KK0758
 KK0758                          SUPERSEDED SURVEY CONTROL
 KK0758
 KK0758  NGVD 29 (??/??/92) 2090.499  (m)         6858.58   (f) ADJ UNCH    2 0
 KK0758
 KK0758.Superseded values are not recommended for survey control.
 KK0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0758.See file dsdata.txt to determine how the superseded data were derived.
 KK0758
 KK0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD846392(NAD 83)
 KK0758_MARKER: DB = BENCH MARK DISK
 KK0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0758_STAMPING: L 174 1934
 KK0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0758+STABILITY: SURFACE MOTION
 KK0758
 KK0758  HISTORY     - Date     Condition        Report By
 KK0758  HISTORY     - 1934     MONUMENTED       CGS
 KK0758
 KK0758                          STATION DESCRIPTION
 KK0758
 KK0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0758'5.5 MI SE FROM DECKERS.
 KK0758'5.5 MILES SOUTHEAST ALONG STATE HIGHWAY 67 FROM THE BRIDGE
 KK0758'OVER SOUTH PLATTE RIVER AT DECKERS, DOUGLAS COUNTY, 4.0 MILES
 KK0758'NORTHWEST OF WESTCREEK (FORMERLY CALLED SCOTTIES LODGE), 140 FEET
 KK0758'WEST OF THE JUNCTION OF AN OLD ROAD LEADING WEST ACROSS WEST
 KK0758'CREEK TO A GRAVEL PIT, 100 FEET NORTH OF AN OLD GRAVEL PIT ACROSS
 KK0758'WEST CREEK,  60 FEET NORTHWEST OF THE NORTHWEST CORNER OF AN
 KK0758'OLD WOODEN BRIDGE, 80 FEET WEST OF THE CENTERLINE OF THE HIGHWAY,
 KK0758'AND 34 FEET WEST OF A 20-INCH PINE TREE GROWING ON THE BANK
 KK0758'OF THE CREEK.  A STANDARD DISK, STAMPED L 174 1934 AND SET IN THE
 KK0758'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0245 ***********************************************************************
 JK0245  DESIGNATION -  L 175
 JK0245  PID         -  JK0245
 JK0245  STATE/COUNTY-  CO/EL PASO
 JK0245  USGS QUAD   -  MANITOU SPRINGS (1994)
 JK0245
 JK0245                         *CURRENT SURVEY CONTROL
 JK0245  ___________________________________________________________________
 JK0245* NAD 83(1986)-  38 51 26.     (N)    104 55 37.     (W)     SCALED    
 JK0245* NAVD 88     -      1987.673  (meters)    6521.22   (feet)  ADJUSTED  
 JK0245  ___________________________________________________________________
 JK0245  GEOID HEIGHT-         -15.80  (meters)                     GEOID03
 JK0245  DYNAMIC HT  -        1985.461 (meters)    6513.97  (feet)  COMP
 JK0245  MODELED GRAV-     979,443.9   (mgal)                       NAVD 88
 JK0245
 JK0245  VERT ORDER  -  SECOND    CLASS 0
 JK0245
 JK0245.The horizontal coordinates were scaled from a topographic map and have
 JK0245.an estimated accuracy of +/- 6 seconds.
 JK0245
 JK0245.The orthometric height was determined by differential leveling
 JK0245.and adjusted by the National Geodetic Survey in June 1991..
 JK0245
 JK0245.The geoid height was determined by GEOID03.
 JK0245
 JK0245.The dynamic height is computed by dividing the NAVD 88
 JK0245.geopotential number by the normal gravity value computed on the
 JK0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0245.degrees latitude (g = 980.6199 gals.).
 JK0245
 JK0245.The modeled gravity was interpolated from observed gravity values.
 JK0245
 JK0245;                    North         East    Units  Estimated Accuracy
 JK0245;SPC CO C     -   418,620.      964,140.      MT  (+/- 180 meters Scaled)
 JK0245
 JK0245                          SUPERSEDED SURVEY CONTROL
 JK0245
 JK0245  NGVD 29 (??/??/92) 1986.544  (m)         6517.52   (f) ADJ UNCH    2 0
 JK0245
 JK0245.Superseded values are not recommended for survey control.
 JK0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0245.See file dsdata.txt to determine how the superseded data were derived.
 JK0245
 JK0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED063009(NAD 83)
 JK0245_MARKER: DB = BENCH MARK DISK
 JK0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0245_STAMPING: L 175 1934
 JK0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0245+STABILITY: SURFACE MOTION
 JK0245
 JK0245  HISTORY     - Date     Condition        Report By
 JK0245  HISTORY     - 1934     MONUMENTED       CGS
 JK0245  HISTORY     - 20030715 MARK NOT FOUND   GEOCAC
 JK0245
 JK0245                          STATION DESCRIPTION
 JK0245
 JK0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JK0245'0.8 MI W FROM MANITOU.
 JK0245'0.8 MILE WEST ALONG THE MIDLAND TERMINAL RAILWAY FROM MANITOU,
 JK0245'EL PASO COUNTY, 120 FEET NORTH OF A STEEL BRIDGE OVER A STREET, 62
 JK0245'FEET WEST OF THE EDGE OF A BLUFF, AND ABOUT 21 FEET NORTHEAST OF
 JK0245'THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED L 175 1934
 JK0245'AND SET IN THE TOP OF A CONCRETE POST.
 JK0245
 JK0245                          STATION RECOVERY (2003)
 JK0245
 JK0245'RECOVERY NOTE BY GEOCACHING 2003 (TWS)
 JK0245'USED OLD PHOTOS AND MAPS TO LOCATE RAILROAD OVER RUXTON ROAD AND THE
 JK0245'CREEK.  CONCRETE AND CUTOFF STEEL PIERS FOUND IN CREEK BOTTOM.
 JK0245'LOCATED NORTH END OF BRIDGE ABUTMENT.  MEASURED OFF 120 FEET ON A
 JK0245'RADIUS OF APPROXIMATELY 325 FEET WHICH INDICATED MONUMENT SHOULD BE IN
 JK0245'PARKING AREA OF A HORSE BARN THAT HAS BEEN ERECTED IN THE PAST 20
 JK0245'YEARS.  MONUMENT MAYBE BURIED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0647 ***********************************************************************
 JK0647  DESIGNATION -  L 176
 JK0647  PID         -  JK0647
 JK0647  STATE/COUNTY-  CO/PARK
 JK0647  USGS QUAD   -  ANTERO RESERVOIR (1994)
 JK0647
 JK0647                         *CURRENT SURVEY CONTROL
 JK0647  ___________________________________________________________________
 JK0647* NAD 83(1986)-  38 58 41.     (N)    105 57 38.     (W)     SCALED    
 JK0647* NAVD 88     -      2746.91   (+/-2cm)    9012.2    (feet)  VERTCON   
 JK0647  ___________________________________________________________________
 JK0647  GEOID HEIGHT-         -13.68  (meters)                     GEOID03
 JK0647
 JK0647  VERT ORDER  -  ? (See Below)
 JK0647
 JK0647.The horizontal coordinates were scaled from a topographic map and have
 JK0647.an estimated accuracy of +/- 6 seconds.
 JK0647
 JK0647.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK0647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK0647.The vertical order pertains to the NGVD 29 superseded value.
 JK0647
 JK0647.The geoid height was determined by GEOID03.
 JK0647
 JK0647;                    North         East    Units  Estimated Accuracy
 JK0647;SPC CO C     -   431,970.      874,500.      MT  (+/- 180 meters Scaled)
 JK0647
 JK0647                          SUPERSEDED SURVEY CONTROL
 JK0647
 JK0647  NGVD 29 (??/??/92) 2745.337  (m)         9006.99   (f) ADJ UNCH    ?  
 JK0647
 JK0647.Superseded values are not recommended for survey control.
 JK0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0647.See file dsdata.txt to determine how the superseded data were derived.
 JK0647
 JK0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD167147(NAD 83)
 JK0647_MARKER: DB = BENCH MARK DISK
 JK0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0647_STAMPING: L 176 1934
 JK0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0647+STABILITY: SURFACE MOTION
 JK0647
 JK0647  HISTORY     - Date     Condition        Report By
 JK0647  HISTORY     - 1934     MONUMENTED       CGS
 JK0647  HISTORY     - 1956     GOOD             USGS
 JK0647
 JK0647                          STATION DESCRIPTION
 JK0647
 JK0647'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 JK0647'3.7 MI N FROM ANTERO JUNCTION.
 JK0647'ABOUT 3.7 MILES NORTH ALONG U.S. HIGHWAY 285 FROM ANTERO JUNCTION,
 JK0647'PARK COUNTY, ABOUT 1400 FT. SOUTHEAST OF A SMALL CEMETERY, 580 FEET
 JK0647'WEST OF HIGHWAY 283, AT THE OUTSIDE OF A SHARP CURVE ALONG THE
 JK0647'ABANDONED HIGHWAY, 46 FEET WEST OF THE CENTERLINE OF THE ABANDONED
 JK0647'HIGHWAY.  A STD. DISK STAMPED L 176 1934 AND SET IN THE TOP OF A
 JK0647'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0762 ***********************************************************************
 JK0762  DESIGNATION -  L 177
 JK0762  PID         -  JK0762
 JK0762  STATE/COUNTY-  CO/PARK
 JK0762  USGS QUAD   -  ANTERO RESERVOIR (1994)
 JK0762
 JK0762                         *CURRENT SURVEY CONTROL
 JK0762  ___________________________________________________________________
 JK0762* NAD 83(1986)-  38 58 16.     (N)    105 53 50.     (W)     SCALED    
 JK0762* NAVD 88     -      2735.860  (meters)    8975.90   (feet)  ADJUSTED  
 JK0762  ___________________________________________________________________
 JK0762  GEOID HEIGHT-         -13.79  (meters)                     GEOID03
 JK0762  DYNAMIC HT  -        2732.376 (meters)    8964.47  (feet)  COMP
 JK0762  MODELED GRAV-     979,255.2   (mgal)                       NAVD 88
 JK0762
 JK0762  VERT ORDER  -  SECOND    CLASS 0
 JK0762
 JK0762.The horizontal coordinates were scaled from a topographic map and have
 JK0762.an estimated accuracy of +/- 6 seconds.
 JK0762
 JK0762.The orthometric height was determined by differential leveling
 JK0762.and adjusted by the National Geodetic Survey in June 1991..
 JK0762
 JK0762.The geoid height was determined by GEOID03.
 JK0762
 JK0762.The dynamic height is computed by dividing the NAVD 88
 JK0762.geopotential number by the normal gravity value computed on the
 JK0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0762.degrees latitude (g = 980.6199 gals.).
 JK0762
 JK0762.The modeled gravity was interpolated from observed gravity values.
 JK0762
 JK0762;                    North         East    Units  Estimated Accuracy
 JK0762;SPC CO C     -   431,180.      879,980.      MT  (+/- 180 meters Scaled)
 JK0762
 JK0762                          SUPERSEDED SURVEY CONTROL
 JK0762
 JK0762  NGVD 29 (??/??/92) 2734.265  (m)         8970.67   (f) ADJ UNCH    2 0
 JK0762
 JK0762.Superseded values are not recommended for survey control.
 JK0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0762.See file dsdata.txt to determine how the superseded data were derived.
 JK0762
 JK0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD222139(NAD 83)
 JK0762_MARKER: DB = BENCH MARK DISK
 JK0762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0762_STAMPING: L 177 1934
 JK0762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0762+STABILITY: SURFACE MOTION
 JK0762
 JK0762  HISTORY     - Date     Condition        Report By
 JK0762  HISTORY     - 1934     MONUMENTED       CGS
 JK0762  HISTORY     - 1954     GOOD             USGS
 JK0762
 JK0762                          STATION DESCRIPTION
 JK0762
 JK0762'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JK0762'5.3 MI SW FROM HARTSEL.
 JK0762'5.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 24 FROM HARTSEL, PARK COUNTY,
 JK0762'THENCE 2.3 MILES WEST ALONG THE ROAD TO THE MCQUADE RANCH HOUSE,
 JK0762'126 FEET SOUTH OF THE CROSSING OF A ROW OF POLES, IN LINE WITH A
 JK0762'ROW OF POLES, AND 31.5 FEET SOUTH EAST OF THE CENTERLINE OF THE ROAD.
 JK0762'A STANDARD DISK, STAMPED L 177 1934 AND SET IN THE TOP OF A CONCRETE
 JK0762'POST.
 JK0762
 JK0762                          STATION RECOVERY (1954)
 JK0762
 JK0762'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JK0762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0033 ***********************************************************************
 JM0033  DESIGNATION -  L 178
 JM0033  PID         -  JM0033
 JM0033  STATE/COUNTY-  CO/DELTA
 JM0033  USGS QUAD   -  NORTH DELTA (1962)
 JM0033
 JM0033                         *CURRENT SURVEY CONTROL
 JM0033  ___________________________________________________________________
 JM0033* NAD 83(1986)-  38 45 26.     (N)    108 01 37.     (W)     SCALED    
 JM0033* NAVD 88     -      1519.454  (meters)    4985.08   (feet)  ADJUSTED  
 JM0033  ___________________________________________________________________
 JM0033  GEOID HEIGHT-         -16.84  (meters)                     GEOID03
 JM0033  DYNAMIC HT  -        1517.871 (meters)    4979.88  (feet)  COMP
 JM0033  MODELED GRAV-     979,534.3   (mgal)                       NAVD 88
 JM0033
 JM0033  VERT ORDER  -  SECOND    CLASS 0
 JM0033
 JM0033.The horizontal coordinates were scaled from a topographic map and have
 JM0033.an estimated accuracy of +/- 6 seconds.
 JM0033
 JM0033.The orthometric height was determined by differential leveling
 JM0033.and adjusted by the National Geodetic Survey in June 1991..
 JM0033
 JM0033.The geoid height was determined by GEOID03.
 JM0033
 JM0033.The dynamic height is computed by dividing the NAVD 88
 JM0033.geopotential number by the normal gravity value computed on the
 JM0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0033.degrees latitude (g = 980.6199 gals.).
 JM0033
 JM0033.The modeled gravity was interpolated from observed gravity values.
 JM0033
 JM0033;                    North         East    Units  Estimated Accuracy
 JM0033;SPC CO C     -   410,410.      694,790.      MT  (+/- 180 meters Scaled)
 JM0033
 JM0033                          SUPERSEDED SURVEY CONTROL
 JM0033
 JM0033  NGVD 29 (??/??/92) 1518.301  (m)         4981.29   (f) ADJ UNCH    2 0
 JM0033
 JM0033.Superseded values are not recommended for survey control.
 JM0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0033.See file dsdata.txt to determine how the superseded data were derived.
 JM0033
 JM0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH583940(NAD 83)
 JM0033_MARKER: DB = BENCH MARK DISK
 JM0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0033_STAMPING: L 178 1934
 JM0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0033+STABILITY: SURFACE MOTION
 JM0033
 JM0033  HISTORY     - Date     Condition        Report By
 JM0033  HISTORY     - 1934     MONUMENTED       CGS
 JM0033  HISTORY     - 1984     MARK NOT FOUND   NGS
 JM0033
 JM0033                          STATION DESCRIPTION
 JM0033
 JM0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0033'3.5 MI E FROM DELTA.
 JM0033'3.5 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JM0033'THE STATION AT DELTA, DELTA COUNTY, 0.3 MILE EAST OF MILEPOST 376, 30
 JM0033'FEET NORTH OF POWERLINE POLE 57, 28 FEET EAST OF THE CENTERLINE OF
 JM0033'STATE HIGHWAY 65, 20.5 FEET SOUTH OF THE CENTERLINE OF THE TRACK AT A
 JM0033'CATTLE GUARD, 6.5 FEET WEST OF THE CENTERLINE OF A SMALL IRRIGATION
 JM0033'DITCH, AND 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK,
 JM0033'STAMPED L 178 1934 AND SET IN THE TOP OF A CONCRETE POST.
 JM0033
 JM0033                          STATION RECOVERY (1984)
 JM0033
 JM0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JM0033'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0228 ***********************************************************************
 LL0228  DESIGNATION -  L 18
 LL0228  PID         -  LL0228
 LL0228  STATE/COUNTY-  CO/WELD
 LL0228  USGS QUAD   -  LA SALLE (1975)
 LL0228
 LL0228                         *CURRENT SURVEY CONTROL
 LL0228  ___________________________________________________________________
 LL0228* NAD 83(1986)-  40 21 23.     (N)    104 40 41.     (W)     SCALED    
 LL0228* NAVD 88     -      1422.351  (meters)    4666.50   (feet)  ADJUSTED  
 LL0228  ___________________________________________________________________
 LL0228  GEOID HEIGHT-         -18.36  (meters)                     GEOID03
 LL0228  DYNAMIC HT  -        1421.128 (meters)    4662.48  (feet)  COMP
 LL0228  MODELED GRAV-     979,716.3   (mgal)                       NAVD 88
 LL0228
 LL0228  VERT ORDER  -  FIRST     CLASS II
 LL0228
 LL0228.The horizontal coordinates were scaled from a topographic map and have
 LL0228.an estimated accuracy of +/- 6 seconds.
 LL0228
 LL0228.The orthometric height was determined by differential leveling
 LL0228.and adjusted by the National Geodetic Survey in June 1991..
 LL0228
 LL0228.The geoid height was determined by GEOID03.
 LL0228
 LL0228.The dynamic height is computed by dividing the NAVD 88
 LL0228.geopotential number by the normal gravity value computed on the
 LL0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0228.degrees latitude (g = 980.6199 gals.).
 LL0228
 LL0228.The modeled gravity was interpolated from observed gravity values.
 LL0228
 LL0228;                    North         East    Units  Estimated Accuracy
 LL0228;SPC CO N     -   418,720.      984,220.      MT  (+/- 180 meters Scaled)
 LL0228
 LL0228                          SUPERSEDED SURVEY CONTROL
 LL0228
 LL0228  NGVD 29 (??/??/??) 1421.470  (m)         4663.61   (f) ADJUSTED    1 2
 LL0228
 LL0228.Superseded values are not recommended for survey control.
 LL0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0228.See file dsdata.txt to determine how the superseded data were derived.
 LL0228
 LL0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE273673(NAD 83)
 LL0228_MARKER: DB = BENCH MARK DISK
 LL0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0228_STAMPING: 4663.937 L 18 1926
 LL0228_MARK LOGO: CGS   
 LL0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0228+STABILITY: SURFACE MOTION
 LL0228
 LL0228  HISTORY     - Date     Condition        Report By
 LL0228  HISTORY     - 1926     MONUMENTED       CGS
 LL0228  HISTORY     - 1934     GOOD             NGS
 LL0228  HISTORY     - 1983     GOOD             NGS
 LL0228
 LL0228                          STATION DESCRIPTION
 LL0228
 LL0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 LL0228'1.5 MI E FROM LA SALLE.
 LL0228'1.5 MILES EAST ALONG THE UNION PACIFIC RAILROAD FROM LASALLE,
 LL0228'AT ROAD CROSSING 149.45, 48 FEET NORTH OF THE CENTERLINE OF THE
 LL0228'TRACK, 32 FEET WEST OF THE CENTERLINE OF A NORTH-AND-SOUTH ROAD,
 LL0228'20 FEET SOUTH OF THE CENTERLINE OF AN EAST-AND-WEST ROAD, AND
 LL0228'AT A FENCE CORNER.  A STANDARD DISK, STAMPED 4663.937 L 18 1926
 LL0228'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LL0228
 LL0228                          STATION RECOVERY (1983)
 LL0228
 LL0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0228'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0359 ***********************************************************************
 JL0359  DESIGNATION -  L 19
 JL0359  PID         -  JL0359
 JL0359  STATE/COUNTY-  CO/OURAY
 JL0359  USGS QUAD   -  DALLAS (1982)
 JL0359
 JL0359                         *CURRENT SURVEY CONTROL
 JL0359  ___________________________________________________________________
 JL0359* NAD 83(1986)-  38 07 58.     (N)    107 43 59.     (W)     SCALED    
 JL0359* NAVD 88     -      2159.232  (meters)    7084.08   (feet)  POSTED    
 JL0359  ___________________________________________________________________
 JL0359  GEOID HEIGHT-         -15.82  (meters)                     GEOID03
 JL0359  DYNAMIC HT  -        2156.530 (meters)    7075.22  (feet)  COMP
 JL0359  MODELED GRAV-     979,300.2   (mgal)                       NAVD 88
 JL0359
 JL0359  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JL0359
 JL0359.The horizontal coordinates were scaled from a topographic map and have
 JL0359.an estimated accuracy of +/- 6 seconds.
 JL0359
 JL0359.The orthometric height was determined by differential leveling
 JL0359.and adjusted by the National Geodetic Survey in 1992..
 JL0359.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JL0359.rate of 2.1 thru 3.0 mm/km.
 JL0359
 JL0359.The geoid height was determined by GEOID03.
 JL0359
 JL0359.The dynamic height is computed by dividing the NAVD 88
 JL0359.geopotential number by the normal gravity value computed on the
 JL0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0359.degrees latitude (g = 980.6199 gals.).
 JL0359
 JL0359.The modeled gravity was interpolated from observed gravity values.
 JL0359
 JL0359;                    North         East    Units  Estimated Accuracy
 JL0359;SPC CO S     -   469,860.      718,650.      MT  (+/- 180 meters Scaled)
 JL0359
 JL0359                          SUPERSEDED SURVEY CONTROL
 JL0359
 JL0359  NGVD 29 (??/??/??) 2157.91   (m)         7079.7    (f) RESET       3  
 JL0359
 JL0359.Superseded values are not recommended for survey control.
 JL0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0359.See file dsdata.txt to determine how the superseded data were derived.
 JL0359
 JL0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC604240(NAD 83)
 JL0359_MARKER: DB = BENCH MARK DISK
 JL0359_SETTING: 66 = SET IN ROCK OUTCROP
 JL0359_SP_SET: GRANITE ROCK
 JL0359_STAMPING: 7079.435 L 19 1928
 JL0359_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0359+STABILITY: POSITION/ELEVATION WELL
 JL0359
 JL0359  HISTORY     - Date     Condition        Report By
 JL0359  HISTORY     - 1928     MONUMENTED       CGS
 JL0359  HISTORY     - 1968     GOOD             NGS
 JL0359  HISTORY     - 1985     MARK NOT FOUND   NGS
 JL0359  HISTORY     - 19910627 MARK NOT FOUND   USPSQD
 JL0359
 JL0359                          STATION DESCRIPTION
 JL0359
 JL0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 JL0359'1.9 MI SE FROM RIDGWAY.
 JL0359'ABOUT 1.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 550 FROM RIDGWAY, OURAY
 JL0359'COUNTY, ABOUT 1.5 MILES SOUTHEAST OF THE JUNCTION OF STATE HIGHWAY 62,
 JL0359'ABOUT 0.1 MILE SOUTHEAST OF THE JUNCTION OF A ROAD RUNNING BY THE
 JL0359'ORVIS PLUNGE, ABOUT 0.1 MILE EAST OF THE ORVIS PLUNGE, 38 FEET
 JL0359'SOUTHEAST OF A POLE, 25 FEET NORTHEAST OF THE CENTER LINE OF THE
 JL0359'HIGHWAY, ABOUT 3-1/2 FEET HIGHER THAN THE HIGHWAY, 1 FOOT NORTHEAST OF
 JL0359'A FENCE, AND IN THE CENTER OF THE TOP OF A 2-1/2- BY 1-1/2-FOOT
 JL0359'GRANITE ROCK PROJECTING ABOUT 1 FOOT ABOVE GROUND.  A STANDARD DISK,
 JL0359'STAMPED 7079.435 L 19 1928.  NOTE-- DURING HIGHWAY RECONSTRUCTION IN
 JL0359'1935 OR 1936 THIS BENCH MARK WAS MOVED BY ENGINEERS OF THE COLORADO
 JL0359'STATE HIGHWAY DEPARTMENT TO A LOCATION 194 FEET NORTH OF ITS PREVIOUS
 JL0359'LOCATION AS DESCRIBED ABOVE.
 JL0359
 JL0359                          STATION RECOVERY (1968)
 JL0359
 JL0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JL0359'RECOVERED IN GOOD CONDITION.
 JL0359
 JL0359                          STATION RECOVERY (1985)
 JL0359
 JL0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JL0359'MARK NOT FOUND.
 JL0359
 JL0359                          STATION RECOVERY (1991)
 JL0359
 JL0359'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 JL0359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0420 ***********************************************************************
 KL0420  DESIGNATION -  L 2
 KL0420  PID         -  KL0420
 KL0420  STATE/COUNTY-  CO/EAGLE
 KL0420  USGS QUAD   -  WOLCOTT (1987)
 KL0420
 KL0420                         *CURRENT SURVEY CONTROL
 KL0420  ___________________________________________________________________
 KL0420* NAD 83(1986)-  39 39 17.     (N)    106 37 38.     (W)     SCALED    
 KL0420* NAVD 88     -      2175.698  (meters)    7138.10   (feet)  ADJUSTED  
 KL0420  ___________________________________________________________________
 KL0420  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 KL0420  DYNAMIC HT  -        2173.247 (meters)    7130.06  (feet)  COMP
 KL0420  MODELED GRAV-     979,423.1   (mgal)                       NAVD 88
 KL0420
 KL0420  VERT ORDER  -  FIRST     CLASS II
 KL0420
 KL0420.The horizontal coordinates were scaled from a topographic map and have
 KL0420.an estimated accuracy of +/- 6 seconds.
 KL0420
 KL0420.The orthometric height was determined by differential leveling
 KL0420.and adjusted by the National Geodetic Survey in June 1991..
 KL0420
 KL0420.The geoid height was determined by GEOID03.
 KL0420
 KL0420.The dynamic height is computed by dividing the NAVD 88
 KL0420.geopotential number by the normal gravity value computed on the
 KL0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0420.degrees latitude (g = 980.6199 gals.).
 KL0420
 KL0420.The modeled gravity was interpolated from observed gravity values.
 KL0420
 KL0420;                    North         East    Units  Estimated Accuracy
 KL0420;SPC CO C     -   507,590.      817,670.      MT  (+/- 180 meters Scaled)
 KL0420
 KL0420                          SUPERSEDED SURVEY CONTROL
 KL0420
 KL0420  NGVD 29 (??/??/92) 2174.284  (m)         7133.46   (f) ADJ UNCH    1 2
 KL0420
 KL0420.Superseded values are not recommended for survey control.
 KL0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0420.See file dsdata.txt to determine how the superseded data were derived.
 KL0420
 KL0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD604907(NAD 83)
 KL0420_MARKER: DD = SURVEY DISK
 KL0420_SETTING: 80 = SET IN A BOULDER
 KL0420_SP_SET: BOULDER
 KL0420_STAMPING: L 2
 KL0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0420+STABILITY: SURFACE MOTION
 KL0420
 KL0420  HISTORY     - Date     Condition        Report By
 KL0420  HISTORY     - UNK      MONUMENTED       USGS
 KL0420  HISTORY     - 1959     GOOD             NGS
 KL0420
 KL0420                          STATION DESCRIPTION
 KL0420
 KL0420'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 KL0420'4.7 MI SE FROM WOLCOTT.
 KL0420'4.7 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KL0420'FROM WOLCOTT, EAGLE COUNTY, 345 FEET EAST OF THE CENTER OF THE ROAD
 KL0420'CROSSING AT WILMOR, 141.4 FEET SOUTHEAST OF THE CENTERLINE OF THE
 KL0420'NORTH MAIN TRACK, AND IN THE TOP OF A GRANITE BOULDER.  A UNITED
 KL0420'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED L 2.  NOTE-- IS 36
 KL0420'FEET SOUTH SOUTHEAST OF THE CENTER OF A LIGHT STRIP OF GRAVEL AND 2.4
 KL0420'FEET LOWER.  394 FEET SOUTHEAST OF THE SOUTH POINT OF GRASS IN Y
 KL0420'INTERSECTION AND 0.2 FEET LOWER.  328 EAST NORTHEAST TO THE EAST
 KL0420'CORNER OF THE NORTH END OF THE BRIDGE AND 14.2 FEET HIGHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0243 ***********************************************************************
 HL0243  DESIGNATION -  L 20
 HL0243  PID         -  HL0243
 HL0243  STATE/COUNTY-  CO/LA PLATA
 HL0243  USGS QUAD   -  HERMOSA (1963)
 HL0243
 HL0243                         *CURRENT SURVEY CONTROL
 HL0243  ___________________________________________________________________
 HL0243* NAD 83(1986)-  37 25 21.     (N)    107 49 35.     (W)     SCALED    
 HL0243* NAVD 88     -      2044.983  (meters)    6709.25   (feet)  POSTED    
 HL0243  ___________________________________________________________________
 HL0243  GEOID HEIGHT-         -17.58  (meters)                     GEOID03
 HL0243  DYNAMIC HT  -        2042.330 (meters)    6700.54  (feet)  COMP
 HL0243  MODELED GRAV-     979,259.9   (mgal)                       NAVD 88
 HL0243
 HL0243  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HL0243
 HL0243.The horizontal coordinates were scaled from a topographic map and have
 HL0243.an estimated accuracy of +/- 6 seconds.
 HL0243
 HL0243.The orthometric height was determined by differential leveling
 HL0243.and adjusted by the National Geodetic Survey in 1992..
 HL0243.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HL0243.rate of 0.0 thru 1.0 mm/km.
 HL0243
 HL0243.The geoid height was determined by GEOID03.
 HL0243
 HL0243.The dynamic height is computed by dividing the NAVD 88
 HL0243.geopotential number by the normal gravity value computed on the
 HL0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0243.degrees latitude (g = 980.6199 gals.).
 HL0243
 HL0243.The modeled gravity was interpolated from observed gravity values.
 HL0243
 HL0243;                    North         East    Units  Estimated Accuracy
 HL0243;SPC CO S     -   391,250.      708,510.      MT  (+/- 180 meters Scaled)
 HL0243
 HL0243                          SUPERSEDED SURVEY CONTROL
 HL0243
 HL0243  NGVD 29 (??/??/92) 2043.715  (m)         6705.09   (f) ADJ UNCH    1 2
 HL0243
 HL0243.Superseded values are not recommended for survey control.
 HL0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0243.See file dsdata.txt to determine how the superseded data were derived.
 HL0243
 HL0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB498454(NAD 83)
 HL0243_MARKER: DB = BENCH MARK DISK
 HL0243_SETTING: 80 = SET IN A BOULDER
 HL0243_SP_SET: BOULDER
 HL0243_STAMPING: L 20 1928
 HL0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0243+STABILITY: SURFACE MOTION
 HL0243
 HL0243  HISTORY     - Date     Condition        Report By
 HL0243  HISTORY     - 1928     MONUMENTED       CGS
 HL0243  HISTORY     - 1963     GOOD             USGS
 HL0243  HISTORY     - 1985     MARK NOT FOUND   NGS
 HL0243
 HL0243                          STATION DESCRIPTION
 HL0243
 HL0243'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 HL0243'11.3 MI N FROM DURANGO.
 HL0243'10.8 MI. N. ALONG U. S. HWY 550 FROM P. O. DURANGO TO WHERE DENVER AND
 HL0243'RIO GRANDE WESTERN CROSSES U. S. HWY. 550.  THENCE 0.55 MI. NE ALONG
 HL0243'RAILROAD.  14 FT. S. OF TRACK IN THE SW SIDE OF A LARGE GRANITE
 HL0243'BOULDER.  A STANDARD DISK STAMPED L20 1928.
 HL0243
 HL0243                          STATION RECOVERY (1985)
 HL0243
 HL0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HL0243'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1598 ***********************************************************************
 KK1598  DESIGNATION -  L 20
 KK1598  PID         -  KK1598
 KK1598  STATE/COUNTY-  CO/ADAMS
 KK1598  USGS QUAD   -  SUNNYDALE (1978)
 KK1598
 KK1598                         *CURRENT SURVEY CONTROL
 KK1598  ___________________________________________________________________
 KK1598* NAD 83(1992)-  39 55 35.51930(N)    104 27 05.81818(W)     ADJUSTED  
 KK1598* NAVD 88     -      1568.73   (+/-2cm)    5146.7    (feet)  VERTCON   
 KK1598  ___________________________________________________________________
 KK1598  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 KK1598  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 KK1598
 KK1598  HORZ ORDER  -  THIRD
 KK1598  VERT ORDER  -  THIRD ? (See Below)
 KK1598
 KK1598.The horizontal coordinates were established by classical geodetic methods
 KK1598.and adjusted by the National Geodetic Survey in January 1993..
 KK1598
 KK1598.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1598.The vertical order pertains to the NGVD 29 superseded value.
 KK1598
 KK1598.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1598
 KK1598.The geoid height was determined by GEOID03.
 KK1598
 KK1598;                    North         East     Units Scale Factor Converg.
 KK1598;SPC CO N     -   371,193.173 1,004,018.709   MT  0.99997276   +0 40 38.6
 KK1598;SPC CO N     - 1,217,822.94  3,294,018.05   sFT  0.99997276   +0 40 38.6
 KK1598;UTM  13      - 4,419,747.096   546,860.134   MT  0.99962703   +0 21 07.1
 KK1598
 KK1598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1598!SPC CO N     -   0.99975685  x   0.99997276  =   0.99972961
 KK1598!UTM  13      -   0.99975685  x   0.99962703  =   0.99938397
 KK1598
 KK1598:                Primary Azimuth Mark                     Grid Az
 KK1598:SPC CO N     -  ROAD                                     282 56 31.2
 KK1598:UTM  13      -  ROAD                                     283 16 02.7
 KK1598
 KK1598|---------------------------------------------------------------------|
 KK1598| PID    Reference Object                     Distance      Geod. Az  |
 KK1598|                                                           dddmmss.s |
 KK1598| KK1655 ROAD                                APPROX. 7.2 KM 2833709.8 |
 KK1598|---------------------------------------------------------------------|
 KK1598
 KK1598                          SUPERSEDED SURVEY CONTROL
 KK1598
 KK1598  NAD 83(1986)-  39 55 35.50671(N)    104 27 05.81885(W) AD(       ) 3
 KK1598  NAD 27      -  39 55 35.55427(N)    104 27 03.97448(W) AD(       ) 3
 KK1598  NGVD 29 (07/19/86) 1567.87   (m)         5143.9    (f) LEVELING    3  
 KK1598
 KK1598.Superseded values are not recommended for survey control.
 KK1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1598.See file dsdata.txt to determine how the superseded data were derived.
 KK1598
 KK1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE4686019747(NAD 83)
 KK1598_MARKER: DD = SURVEY DISK
 KK1598_SETTING: 0 = UNSPECIFIED SETTING
 KK1598_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1598
 KK1598  HISTORY     - Date     Condition        Report By
 KK1598  HISTORY     - 1948     MONUMENTED       USGS
 KK1598
 KK1598                          STATION DESCRIPTION
 KK1598
 KK1598'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 KK1598'STATION IS A SPIRIT LEVEL BENCH MARK.
 KK1598'
 KK1598'STATION IS LOCATED AT THE NW. COR. SEC. 33, T 1 S, R 63 W, 54.3 FT.
 KK1598'SE. OF A T-RD. INTERSECTION.
 KK1598'
 KK1598'TO REACH STATION FROM KEENESBURG, COLORADO, PROCEED ALONG SECTION
 KK1598'LINE RD., WHICH PASSES PROSPECT RESERVOIR, FOR 12.5 MI. TO CROSSROADS,
 KK1598'TURN E. AND CONTINUE 3.0 MI. TO STATION, AT THE SE. CORNER OF THE
 KK1598'INTERSECTION.
 KK1598'
 KK1598'STATION MARK--STANDARD TABLET, STAMPED ---L-20 1941---, SET IN TOP
 KK1598'OF A CONCRETE POST.
 KK1598'
 KK1598'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0051 ***********************************************************************
 LL0051  DESIGNATION -  L 208
 LL0051  PID         -  LL0051
 LL0051  STATE/COUNTY-  CO/WELD
 LL0051  USGS QUAD   -  BAKER DRAW (1972)
 LL0051
 LL0051                         *CURRENT SURVEY CONTROL
 LL0051  ___________________________________________________________________
 LL0051* NAD 83(1986)-  40 38 20.     (N)    104 28 56.     (W)     SCALED    
 LL0051* NAVD 88     -      1515.976  (meters)    4973.66   (feet)  ADJUSTED  
 LL0051  ___________________________________________________________________
 LL0051  GEOID HEIGHT-         -18.07  (meters)                     GEOID03
 LL0051  DYNAMIC HT  -        1514.723 (meters)    4969.55  (feet)  COMP
 LL0051  MODELED GRAV-     979,745.5   (mgal)                       NAVD 88
 LL0051
 LL0051  VERT ORDER  -  SECOND    CLASS 0
 LL0051
 LL0051.The horizontal coordinates were scaled from a topographic map and have
 LL0051.an estimated accuracy of +/- 6 seconds.
 LL0051
 LL0051.The orthometric height was determined by differential leveling
 LL0051.and adjusted by the National Geodetic Survey in June 1991..
 LL0051
 LL0051.The geoid height was determined by GEOID03.
 LL0051
 LL0051.The dynamic height is computed by dividing the NAVD 88
 LL0051.geopotential number by the normal gravity value computed on the
 LL0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0051.degrees latitude (g = 980.6199 gals.).
 LL0051
 LL0051.The modeled gravity was interpolated from observed gravity values.
 LL0051
 LL0051;                    North         East    Units  Estimated Accuracy
 LL0051;SPC CO N     -   450,260.    1,000,500.      MT  (+/- 180 meters Scaled)
 LL0051
 LL0051                          SUPERSEDED SURVEY CONTROL
 LL0051
 LL0051  NGVD 29 (??/??/92) 1515.087  (m)         4970.75   (f) ADJ UNCH    2 0
 LL0051
 LL0051.Superseded values are not recommended for survey control.
 LL0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0051.See file dsdata.txt to determine how the superseded data were derived.
 LL0051
 LL0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE437988(NAD 83)
 LL0051_MARKER: DB = BENCH MARK DISK
 LL0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0051_STAMPING: L 208 1934
 LL0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0051+STABILITY: SURFACE MOTION
 LL0051
 LL0051  HISTORY     - Date     Condition        Report By
 LL0051  HISTORY     - 1934     MONUMENTED       CGS
 LL0051  HISTORY     - 1972     MARK NOT FOUND   USGS
 LL0051
 LL0051                          STATION DESCRIPTION
 LL0051
 LL0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0051'7.9 MI W FROM BRIGGSDALE.
 LL0051'7.9 MILES WEST ALONG OLD STATE HIGHWAY 14 FROM THE POST OFFICE
 LL0051'AT BRIGGSDALE, WELD COUNTY, 276 FEET NORTHEAST OF THE NORTHEAST
 LL0051'CORNER OF A HOUSE WITH A GASOLINE PUMP, ON A LONG HILL, 33.2 FEET
 LL0051'NORTH OF THE CENTERLINE OF THE OLD HIGHWAY, AND LEVEL WITH THE
 LL0051'HIGHWAY.  A STANDARD DISK, STAMPED L 208 1934 AND SET IN THE
 LL0051'TOP OF A CONCRETE POST.
 LL0051
 LL0051                          STATION RECOVERY (1972)
 LL0051
 LL0051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 LL0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0011 ***********************************************************************
 LL0011  DESIGNATION -  L 209
 LL0011  PID         -  LL0011
 LL0011  STATE/COUNTY-  CO/WELD
 LL0011  USGS QUAD   -  GROVER SOUTH (1972)
 LL0011
 LL0011                         *CURRENT SURVEY CONTROL
 LL0011  ___________________________________________________________________
 LL0011* NAD 83(1986)-  40 48 35.     (N)    104 10 47.     (W)     SCALED    
 LL0011* NAVD 88     -      1542.004  (meters)    5059.06   (feet)  ADJUSTED  
 LL0011  ___________________________________________________________________
 LL0011  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 LL0011  DYNAMIC HT  -        1540.759 (meters)    5054.97  (feet)  COMP
 LL0011  MODELED GRAV-     979,762.7   (mgal)                       NAVD 88
 LL0011
 LL0011  VERT ORDER  -  SECOND    CLASS 0
 LL0011
 LL0011.The horizontal coordinates were scaled from a topographic map and have
 LL0011.an estimated accuracy of +/- 6 seconds.
 LL0011
 LL0011.The orthometric height was determined by differential leveling
 LL0011.and adjusted by the National Geodetic Survey in June 1991..
 LL0011
 LL0011.The geoid height was determined by GEOID03.
 LL0011
 LL0011.The dynamic height is computed by dividing the NAVD 88
 LL0011.geopotential number by the normal gravity value computed on the
 LL0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0011.degrees latitude (g = 980.6199 gals.).
 LL0011
 LL0011.The modeled gravity was interpolated from observed gravity values.
 LL0011
 LL0011;                    North         East    Units  Estimated Accuracy
 LL0011;SPC CO N     -   469,560.    1,025,800.      MT  (+/- 180 meters Scaled)
 LL0011
 LL0011                          SUPERSEDED SURVEY CONTROL
 LL0011
 LL0011  NGVD 29 (??/??/92) 1541.205  (m)         5056.44   (f) ADJ UNCH    2 0
 LL0011
 LL0011.Superseded values are not recommended for survey control.
 LL0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0011.See file dsdata.txt to determine how the superseded data were derived.
 LL0011
 LL0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF691179(NAD 83)
 LL0011_MARKER: DB = BENCH MARK DISK
 LL0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0011_STAMPING: L 209 1934
 LL0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0011+STABILITY: SURFACE MOTION
 LL0011
 LL0011  HISTORY     - Date     Condition        Report By
 LL0011  HISTORY     - 1934     MONUMENTED       CGS
 LL0011  HISTORY     - 1973     POOR             USGS
 LL0011
 LL0011                          STATION DESCRIPTION
 LL0011
 LL0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0011'4.6 MI S FROM GROVER.
 LL0011'4.6 MILES SOUTH ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LL0011'FROM THE STATION AT GROVER, WELD COUNTY, 39.3 FEET SOUTHWEST OF
 LL0011'MILEPOST 291, 75.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT
 LL0011'1.5 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED L 209 1934
 LL0011'AND SET IN THE TOP OF A CONCRETE POST.
 LL0011
 LL0011                          STATION RECOVERY (1973)
 LL0011
 LL0011'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LL0011'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0094 ***********************************************************************
 HK0094  DESIGNATION -  L 21
 HK0094  PID         -  HK0094
 HK0094  STATE/COUNTY-  CO/LAS ANIMAS
 HK0094  USGS QUAD   -  LUDLOW (1971)
 HK0094
 HK0094                         *CURRENT SURVEY CONTROL
 HK0094  ___________________________________________________________________
 HK0094* NAD 83(1986)-  37 18 17.     (N)    104 33 25.     (W)     SCALED    
 HK0094* NAVD 88     -      1904.096  (meters)    6247.02   (feet)  ADJUSTED  
 HK0094  ___________________________________________________________________
 HK0094  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 HK0094  DYNAMIC HT  -        1901.749 (meters)    6239.32  (feet)  COMP
 HK0094  MODELED GRAV-     979,330.3   (mgal)                       NAVD 88
 HK0094
 HK0094  VERT ORDER  -  FIRST     CLASS II
 HK0094
 HK0094.The horizontal coordinates were scaled from a topographic map and have
 HK0094.an estimated accuracy of +/- 6 seconds.
 HK0094
 HK0094.The orthometric height was determined by differential leveling
 HK0094.and adjusted by the National Geodetic Survey in June 1991..
 HK0094
 HK0094.The geoid height was determined by GEOID03.
 HK0094
 HK0094.The dynamic height is computed by dividing the NAVD 88
 HK0094.geopotential number by the normal gravity value computed on the
 HK0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0094.degrees latitude (g = 980.6199 gals.).
 HK0094
 HK0094.The modeled gravity was interpolated from observed gravity values.
 HK0094
 HK0094;                    North         East    Units  Estimated Accuracy
 HK0094;SPC CO S     -   376,040.      998,010.      MT  (+/- 180 meters Scaled)
 HK0094
 HK0094                          SUPERSEDED SURVEY CONTROL
 HK0094
 HK0094  NGVD 29 (??/??/92) 1903.055  (m)         6243.61   (f) ADJ UNCH    1 2
 HK0094
 HK0094.Superseded values are not recommended for survey control.
 HK0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0094.See file dsdata.txt to determine how the superseded data were derived.
 HK0094
 HK0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB392287(NAD 83)
 HK0094_MARKER: DB = BENCH MARK DISK
 HK0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0094_STAMPING: 6243.606 L 21 1929
 HK0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0094+STABILITY: SURFACE MOTION
 HK0094
 HK0094  HISTORY     - Date     Condition        Report By
 HK0094  HISTORY     - 1929     MONUMENTED       CGS
 HK0094  HISTORY     - 1935     GOOD             NGS
 HK0094
 HK0094                          STATION DESCRIPTION
 HK0094
 HK0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 HK0094'11.3 MI N FROM TRINIDAD.
 HK0094'11.3 MILES NORTH ALONG THE COLORADO AND SOUTHERN RAIL WAY FROM THE
 HK0094'STATION AT TRINIDAD, LAS ANIMAS COUNTY, 1.6 MILES NORTH OF THE
 HK0094'STATION AT FORBES JUNCTION, 440 FEET NORTH OF A CONCRETE CULVERT
 HK0094'WITH 90-DEGREE WINGWALLS ON THE EAST SIDE, 259 FEET NORTH OF
 HK0094'MILEPOST 201, 48.5 FEET EAST OF THE CENTERLINE OF THE TRACK, 1.3
 HK0094'FEET WEST OF THE EAST RIGHT-OF-WAY FENCE, AND 6 FEET LOWER THAN
 HK0094'THE TRACK.  A STANDARD DISK, STAMPED 6243.606 L 21 1929, AND SET
 HK0094'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE GROUND.
 HK0094
 HK0094                          STATION RECOVERY (1935)
 HK0094
 HK0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 HK0094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0787 ***********************************************************************
 LK0787  DESIGNATION -  L 213 RESET
 LK0787  PID         -  LK0787
 LK0787  STATE/COUNTY-  CO/PHILLIPS
 LK0787  USGS QUAD   -  AMHERST (1980)
 LK0787
 LK0787                         *CURRENT SURVEY CONTROL
 LK0787  ___________________________________________________________________
 LK0787* NAD 83(1986)-  40 40 25.     (N)    102 10 36.     (W)     SCALED    
 LK0787* NAVD 88     -      1127.78   (meters)    3700.1    (feet)  RESET     
 LK0787  ___________________________________________________________________
 LK0787  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 LK0787
 LK0787  VERT ORDER  -  THIRD
 LK0787
 LK0787.The horizontal coordinates were scaled from a topographic map and have
 LK0787.an estimated accuracy of +/- 6 seconds.
 LK0787
 LK0787.The orthometric height was computed from unverified reset data.
 LK0787.No vertical observational check was made to the station.
 LK0787
 LK0787.The geoid height was determined by GEOID03.
 LK0787
 LK0787;                    North         East    Units  Estimated Accuracy
 LK0787;SPC CO N     -   458,880.    1,195,320.      MT  (+/- 180 meters Scaled)
 LK0787
 LK0787                          SUPERSEDED SURVEY CONTROL
 LK0787
 LK0787  NGVD 29 (03/28/06) 1127.33   (m)         3698.6    (f) RESET       3  
 LK0787
 LK0787.Superseded values are not recommended for survey control.
 LK0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0787.See file dsdata.txt to determine how the superseded data were derived.
 LK0787
 LK0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF386063(NAD 83)
 LK0787_MARKER: DB = BENCH MARK DISK
 LK0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0787_SP_SET: CONCRETE POST
 LK0787_STAMPING: L 213 RESET 1981
 LK0787_MARK LOGO: NGS   
 LK0787_PROJECTION: PROJECTING 25 CENTIMETERS
 LK0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0787+STABILITY: SURFACE MOTION
 LK0787
 LK0787  HISTORY     - Date     Condition        Report By
 LK0787  HISTORY     - 1981     MONUMENTED       NGS
 LK0787
 LK0787                          STATION DESCRIPTION
 LK0787
 LK0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 LK0787'3.1 KM (1.95 MI) SW FROM AMHERST.
 LK0787'3.1 KM (1.95 MI) SOUTHWEST ALONG THE BURLINGTON RAILROAD FROM THE
 LK0787'STATION IN AMHERST AT MILEPOST 172, 19.6 M (64.3 FT) SOUTHEAST OF THE
 LK0787'CENTERLINE OF COLORADO STATE HIGHWAY 176, 4.8 M (15.7 FT) NORTHWEST
 LK0787'OF THE NORTH RAIL OF THE TRACK, 1.0 M (3.3 FT) NORTHWEST OF MILEPOST
 LK0787'172.
 LK0787'THE MARK IS 2.6 FT  ENE FROM  A WITNESS POST
 LK0787'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0803 ***********************************************************************
 JK0803  DESIGNATION -  L 22
 JK0803  PID         -  JK0803
 JK0803  STATE/COUNTY-  CO/PUEBLO
 JK0803  USGS QUAD   -  GOAT BUTTE (1970)
 JK0803
 JK0803                         *CURRENT SURVEY CONTROL
 JK0803  ___________________________________________________________________
 JK0803* NAD 83(1986)-  38 00 05.     (N)    104 36 40.     (W)     SCALED    
 JK0803* NAVD 88     -      1666.122  (meters)    5466.27   (feet)  ADJUSTED  
 JK0803  ___________________________________________________________________
 JK0803  GEOID HEIGHT-         -18.83  (meters)                     GEOID03
 JK0803  DYNAMIC HT  -        1664.280 (meters)    5460.23  (feet)  COMP
 JK0803  MODELED GRAV-     979,465.0   (mgal)                       NAVD 88
 JK0803
 JK0803  VERT ORDER  -  FIRST     CLASS II
 JK0803
 JK0803.The horizontal coordinates were scaled from a topographic map and have
 JK0803.an estimated accuracy of +/- 6 seconds.
 JK0803
 JK0803.The orthometric height was determined by differential leveling
 JK0803.and adjusted by the National Geodetic Survey in June 1991..
 JK0803
 JK0803.The geoid height was determined by GEOID03.
 JK0803
 JK0803.The dynamic height is computed by dividing the NAVD 88
 JK0803.geopotential number by the normal gravity value computed on the
 JK0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0803.degrees latitude (g = 980.6199 gals.).
 JK0803
 JK0803.The modeled gravity was interpolated from observed gravity values.
 JK0803
 JK0803;                    North         East    Units  Estimated Accuracy
 JK0803;SPC CO S     -   453,310.      992,470.      MT  (+/- 180 meters Scaled)
 JK0803
 JK0803                          SUPERSEDED SURVEY CONTROL
 JK0803
 JK0803  NGVD 29 (??/??/92) 1665.224  (m)         5463.32   (f) ADJ UNCH    1 2
 JK0803
 JK0803.Superseded values are not recommended for survey control.
 JK0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0803.See file dsdata.txt to determine how the superseded data were derived.
 JK0803
 JK0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC341060(NAD 83)
 JK0803_MARKER: DB = BENCH MARK DISK
 JK0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0803_STAMPING: L 22 1929 5463.322
 JK0803_MARK LOGO: CGS   
 JK0803_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0803+STABILITY: SURFACE MOTION
 JK0803
 JK0803  HISTORY     - Date     Condition        Report By
 JK0803  HISTORY     - 1929     MONUMENTED       CGS
 JK0803  HISTORY     - 1970     MARK NOT FOUND   NGS
 JK0803  HISTORY     - 19960104 GOOD             CODOT
 JK0803
 JK0803                          STATION DESCRIPTION
 JK0803
 JK0803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JK0803'20.7 MI S FROM PUEBLO.
 JK0803'20.7 MILES SOUTH ALONG THE COLORADO AND SOUTHERN RAILWAY FROM
 JK0803'UNION STATION AT PUEBLO, PUEBLO COUNTY, 626 FEET SOUTH OF MILEPOST
 JK0803'139, AT BROOKS SIDING, 117 FEET NORTH OF THE BROOKS SIGN, AT AN OLD
 JK0803'WAGON-ROAD CROSSING, 90 FEET EAST OF THE CENTERLINE OF THE EAST MAIN-
 JK0803'LINE TRACK, 20 FEET NORTH OF THE OLD WAGON ROAD, 10 FEET SOUTH OF
 JK0803'THE SOUTH GATEPOST OF A GATE IN THE FENCE, 3 FEET WEST OF THE EAST
 JK0803'RIGHT-OF-WAY FENCE, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 JK0803'STAMPED 5463.322 L 22 1929 AND SET IN THE TOP OF A CONCRETE POST
 JK0803'PROJECTING 10 INCHES ABOVE GROUND.
 JK0803
 JK0803                          STATION RECOVERY (1996)
 JK0803
 JK0803'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (PG)
 JK0803'THE MARK IS 1.2 M (3.9 FT) EAST FROM A CARSONITE WITNESS POST.  THE
 JK0803'MARK IS HARD TO READ.  SOMETHING HAS HIT THE CAP, BUT THE MONUMENT IS
 JK0803'STILL SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0207 ***********************************************************************
 KK0207  DESIGNATION -  L 23
 KK0207  PID         -  KK0207
 KK0207  STATE/COUNTY-  CO/DOUGLAS
 KK0207  USGS QUAD   -  SEDALIA (1994)
 KK0207
 KK0207                         *CURRENT SURVEY CONTROL
 KK0207  ___________________________________________________________________
 KK0207* NAD 83(1986)-  39 26 11.     (N)    104 57 44.     (W)     SCALED    
 KK0207* NAVD 88     -      1776.267  (meters)    5827.64   (feet)  POSTED    
 KK0207  ___________________________________________________________________
 KK0207  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 KK0207  DYNAMIC HT  -        1774.460 (meters)    5821.71  (feet)  COMP
 KK0207  MODELED GRAV-     979,547.0   (mgal)                       NAVD 88
 KK0207
 KK0207  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KK0207
 KK0207.The horizontal coordinates were scaled from a topographic map and have
 KK0207.an estimated accuracy of +/- 6 seconds.
 KK0207
 KK0207.The orthometric height was determined by differential leveling
 KK0207.and adjusted by the National Geodetic Survey in 1992..
 KK0207.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KK0207.rate of 2.1 thru 3.0 mm/km.
 KK0207
 KK0207.The geoid height was determined by GEOID03.
 KK0207
 KK0207.The dynamic height is computed by dividing the NAVD 88
 KK0207.geopotential number by the normal gravity value computed on the
 KK0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0207.degrees latitude (g = 980.6199 gals.).
 KK0207
 KK0207.The modeled gravity was interpolated from observed gravity values.
 KK0207
 KK0207;                    North         East    Units  Estimated Accuracy
 KK0207;SPC CO C     -   482,890.      960,700.      MT  (+/- 180 meters Scaled)
 KK0207
 KK0207                          SUPERSEDED SURVEY CONTROL
 KK0207
 KK0207  NGVD 29 (??/??/92) 1775.307  (m)         5824.49   (f) ADJ UNCH    1 2
 KK0207
 KK0207.Superseded values are not recommended for survey control.
 KK0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0207.See file dsdata.txt to determine how the superseded data were derived.
 KK0207
 KK0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED032652(NAD 83)
 KK0207_MARKER: DB = BENCH MARK DISK
 KK0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0207_STAMPING: L 23 1929
 KK0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0207+STABILITY: SURFACE MOTION
 KK0207
 KK0207  HISTORY     - Date     Condition        Report By
 KK0207  HISTORY     - 1929     MONUMENTED       CGS
 KK0207  HISTORY     - 1954     GOOD             NGS
 KK0207  HISTORY     - 1955     GOOD             NGS
 KK0207  HISTORY     - 1983     MARK NOT FOUND   NGS
 KK0207
 KK0207                          STATION DESCRIPTION
 KK0207
 KK0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0207'AT SEDALIA.
 KK0207'AT SEDALIA, 122 FEET EAST OF THE NORTHEAST CORNER OF THE DENVER AND
 KK0207'RIO GRANDE WESTERN RAILROAD STATION, 37 FEET EAST OF THE CENTER
 KK0207'LINE OF STATE HIGHWAYS 67 AND 105, 19 FEET SOUTH OF THE SOUTH
 KK0207'RAIL OF THE MAIN TRACK, 2 FEET SOUTH OF A SIGNAL CONTROL BOX, 3
 KK0207'FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 KK0207'POST WHICH IS 0.2 FOOT BELOW THE TOP OF THE GROUND.
 KK0207
 KK0207                          STATION RECOVERY (1955)
 KK0207
 KK0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0207'RECOVERED IN GOOD CONDITION.
 KK0207
 KK0207                          STATION RECOVERY (1983)
 KK0207
 KK0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0130 ***********************************************************************
 KK0130  DESIGNATION -  L 24
 KK0130  PID         -  KK0130
 KK0130  STATE/COUNTY-  CO/EL PASO
 KK0130  USGS QUAD   -  CALHAN (1970)
 KK0130
 KK0130                         *CURRENT SURVEY CONTROL
 KK0130  ___________________________________________________________________
 KK0130* NAD 83(1986)-  39 02 09.     (N)    104 19 02.     (W)     SCALED    
 KK0130* NAVD 88     -      1998.661  (meters)    6557.27   (feet)  ADJUSTED  
 KK0130  ___________________________________________________________________
 KK0130  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 KK0130  DYNAMIC HT  -        1996.492 (meters)    6550.16  (feet)  COMP
 KK0130  MODELED GRAV-     979,470.9   (mgal)                       NAVD 88
 KK0130
 KK0130  VERT ORDER  -  SECOND    CLASS 0
 KK0130
 KK0130.The horizontal coordinates were scaled from a topographic map and have
 KK0130.an estimated accuracy of +/- 6 seconds.
 KK0130
 KK0130.The orthometric height was determined by differential leveling
 KK0130.and adjusted by the National Geodetic Survey in June 1991..
 KK0130
 KK0130.The geoid height was determined by GEOID03.
 KK0130
 KK0130.The dynamic height is computed by dividing the NAVD 88
 KK0130.geopotential number by the normal gravity value computed on the
 KK0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0130.degrees latitude (g = 980.6199 gals.).
 KK0130
 KK0130.The modeled gravity was interpolated from observed gravity values.
 KK0130
 KK0130;                    North         East    Units  Estimated Accuracy
 KK0130;SPC CO C     -   438,950.    1,016,800.      MT  (+/- 180 meters Scaled)
 KK0130
 KK0130                          SUPERSEDED SURVEY CONTROL
 KK0130
 KK0130  NGVD 29 (??/??/92) 1997.591  (m)         6553.76   (f) ADJ UNCH    2 0
 KK0130
 KK0130.Superseded values are not recommended for survey control.
 KK0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0130.See file dsdata.txt to determine how the superseded data were derived.
 KK0130
 KK0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED590209(NAD 83)
 KK0130_MARKER: DB = BENCH MARK DISK
 KK0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0130_STAMPING: L 24 1929
 KK0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0130+STABILITY: SURFACE MOTION
 KK0130
 KK0130  HISTORY     - Date     Condition        Report By
 KK0130  HISTORY     - 1929     MONUMENTED       CGS
 KK0130  HISTORY     - 1934     GOOD             NGS
 KK0130  HISTORY     - 1981     GOOD             NGS
 KK0130  HISTORY     - 20000223 GOOD             MSAM
 KK0130
 KK0130                          STATION DESCRIPTION
 KK0130
 KK0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KK0130'1 MI SW FROM CALHAN.
 KK0130'1.0 MILE SOUTHWEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KK0130'RAILROAD FROM THE STATION AT CALHAN, 0.5 MILE WEST OF MILEPOST 571,
 KK0130'ABOUT 1/4 MILE NORTHWEST OF THE TOWN CEMETERY, AT A WAGON-ROAD
 KK0130'CROSSING, 96.5 FEET NORTH OF THE CENTERLINE OF THE TRACK, 24 FEET
 KK0130'WEST OF THE ROAD, 13.5 FEET WEST OF A POINT 2 FEET SOUTH OF THE
 KK0130'WEST GATEPOST OF A GATE IN THE NORTH RIGHT-OF-WAY FENCE, AND ABOUT
 KK0130'2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED L 24 1929
 KK0130'AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES
 KK0130'ABOVE GROUND.
 KK0130
 KK0130                          STATION RECOVERY (1981)
 KK0130
 KK0130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 KK0130'RECOVERED IN GOOD CONDITION.
 KK0130
 KK0130                          STATION RECOVERY (2000)
 KK0130
 KK0130'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2000 (BJ)
 KK0130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0184 ***********************************************************************
 KJ0184  DESIGNATION -  L 25
 KJ0184  PID         -  KJ0184
 KJ0184  STATE/COUNTY-  CO/LINCOLN
 KJ0184  USGS QUAD   -  CLIFFORD (1979)
 KJ0184
 KJ0184                         *CURRENT SURVEY CONTROL
 KJ0184  ___________________________________________________________________
 KJ0184* NAD 83(1992)-  39 02 37.36616(N)    103 21 02.70067(W)     ADJUSTED  
 KJ0184* NAVD 88     -      1487.112  (meters)    4878.97   (feet)  ADJUSTED  
 KJ0184  ___________________________________________________________________
 KJ0184  X           -  -1,145,647.487 (meters)                     COMP
 KJ0184  Y           -  -4,827,327.065 (meters)                     COMP
 KJ0184  Z           -   3,997,010.696 (meters)                     COMP
 KJ0184  LAPLACE CORR-          -4.97  (seconds)                    DEFLEC99
 KJ0184  ELLIP HEIGHT-        1466.06  (meters)          (12/03/02) GPS OBS
 KJ0184  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 KJ0184  DYNAMIC HT  -        1485.694 (meters)    4874.31  (feet)  COMP
 KJ0184  MODELED GRAV-     979,622.1   (mgal)                       NAVD 88
 KJ0184
 KJ0184  HORZ ORDER  -  FIRST
 KJ0184  VERT ORDER  -  FIRST     CLASS II
 KJ0184  ELLP ORDER  -  FOURTH    CLASS II
 KJ0184
 KJ0184.The horizontal coordinates were established by GPS observations
 KJ0184.and adjusted by the National Geodetic Survey in May 1995..
 KJ0184
 KJ0184.The orthometric height was determined by differential leveling
 KJ0184.and adjusted by the National Geodetic Survey in June 1991..
 KJ0184
 KJ0184.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KJ0184
 KJ0184.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0184
 KJ0184.The ellipsoidal height was determined by GPS observations
 KJ0184.and is referenced to NAD 83.
 KJ0184
 KJ0184.The geoid height was determined by GEOID03.
 KJ0184
 KJ0184.The dynamic height is computed by dividing the NAVD 88
 KJ0184.geopotential number by the normal gravity value computed on the
 KJ0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0184.degrees latitude (g = 980.6199 gals.).
 KJ0184
 KJ0184.The modeled gravity was interpolated from observed gravity values.
 KJ0184
 KJ0184;                    North         East     Units Scale Factor Converg.
 KJ0184;SPC CO C     -   441,362.070 1,100,439.810   MT  0.99993641   +1 21 19.8
 KJ0184;SPC CO C     - 1,448,035.39  3,610,359.61   sFT  0.99993641   +1 21 19.8
 KJ0184;UTM  13      - 4,322,921.624   642,727.633   MT  0.99985084   +1 02 20.6
 KJ0184
 KJ0184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0184!SPC CO C     -   0.99977003  x   0.99993641  =   0.99970646
 KJ0184!UTM  13      -   0.99977003  x   0.99985084  =   0.99962091
 KJ0184
 KJ0184                          SUPERSEDED SURVEY CONTROL
 KJ0184
 KJ0184  ELLIP H (05/23/95) 1466.07   (m)                       GP(       ) 3 1
 KJ0184  NAVD 88 (05/23/95) 1487.11   (m)         4879.0    (f) LEVELING    3  
 KJ0184  NGVD 29 (??/??/92) 1486.406  (m)         4876.65   (f) ADJ UNCH    1 2
 KJ0184
 KJ0184.Superseded values are not recommended for survey control.
 KJ0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0184.See file dsdata.txt to determine how the superseded data were derived.
 KJ0184
 KJ0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD4272822922(NAD 83)
 KJ0184_MARKER: DB = BENCH MARK DISK
 KJ0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0184_STAMPING: L 25 1929
 KJ0184_MARK LOGO: CGS   
 KJ0184_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KJ0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0184+STABILITY: SURFACE MOTION
 KJ0184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0184+SATELLITE: SATELLITE OBSERVATIONS - July 19, 1993
 KJ0184
 KJ0184  HISTORY     - Date     Condition        Report By
 KJ0184  HISTORY     - 1929     MONUMENTED       CGS
 KJ0184  HISTORY     - 1938     GOOD             NGS
 KJ0184  HISTORY     - 19930719 GOOD             CODH
 KJ0184
 KJ0184                          STATION DESCRIPTION
 KJ0184
 KJ0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KJ0184'AT CLIFFORD.
 KJ0184'AT CLIFFORD, LINCOLN COUNTY, ON THE UNION PACIFIC RAILROAD, 151
 KJ0184'FEET NORTHWEST OF THE STATION SIGN, ABOUT 250 FEET NORTH-WEST OF
 KJ0184'THE SECTION-HOUSE YARD, ABOUT 200 FEET WEST OF THE WATER TANK, ABOUT
 KJ0184'150 FEET SOUTH OF OLD U.S. HIGHWAY 40 S, 70 FEET SOUTHEAST OF THE
 KJ0184'CROSSING OF A ROAD LEADING TO A FARMHOUSE, 75 FEET NORTH OF THE MAIN
 KJ0184'TRACK, AND ABOUT 2 FEET LOWER THAN THE MAIN TRACK.  A STANDARD DISK,
 KJ0184'STAMPED L 25 1929 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KJ0184'5 INCHES ABOVE GROUND.
 KJ0184
 KJ0184                          STATION RECOVERY (1993)
 KJ0184
 KJ0184'RECOVERY NOTE BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1993 (JPC)
 KJ0184'THE STATION IS LOCATED ABOUT 9 MI (14.5 KM) SOUTHEAST OF HUGO ALONG
 KJ0184'U.S. HIGHWAY 40 IN THE SOUTHEAST CORNER OF SECTION 32, T 11 S, R 53 W
 KJ0184'AT APPROXIMATELY 1200 FT (365.8 M) SOUTHWEST OF U.S. HIGHWAY 40
 KJ0184'MILEPOST 408.0. OWNERSHIP--UNION PACIFIC RAILROAD. TO REACH THE
 KJ0184'STATION FROM THE JUNCTION OF U.S. HIGHWAY 40 AND THE COUNTY ROAD TO
 KJ0184'KARVAL (3RD AVENUE) IN HUGO, GO SOUTHEAST ON U.S. HIGHWAY 40 FOR 8.9
 KJ0184'MILES (14.3 KM) TO COUNTY ROAD 39 (ACROSS FROM THE CDOT REST AREA),
 KJ0184'TURN RIGHT ONTO THE COUNTY ROAD AND PROCEED SOUTH 0.4 MI (0.6 KM) PAST
 KJ0184'AN ABANDONED 1-ROOM SCHOOL HOUSE TO A TRACK ROAD LEADING TO A
 KJ0184'FARMHOUSE. TURN RIGHT ONTO THE THE TRACK ROAD AND PROCEED WEST 0.1 MI
 KJ0184'(0.2 KM) TO THE STATION ON THE LEFT. THE STATION IS A BRASS DISK IN A
 KJ0184'CONCRETE POST 0.5 FT (15.2 CM) ABOVE GROUND. IT IS 160.5 FT (48.9 M)
 KJ0184'SOUTHWEST OF THE CENTERLINE OF A WIRE GATE IN THE NORTH RIGHT OF WAY
 KJ0184'FENCE OF THE RAILROAD, 85 FT (25.9 M) SOUTH SOUTHEAST OF THE
 KJ0184'CENTERLINE OR THE TRACK ROAD, 83.4 FT (25.4 M) EAST NORTHEAST OF THE
 KJ0184'NORTH RAIL OF THE MAIN TRACK OF THE UNION PACIFIC RAILROAD TRACK, 1.7
 KJ0184'FT (0.5 M) SOUTH OF A FIBERGLASS WITNESS POST, AND 1.5 FT (0.5 M)
 KJ0184'NORTH NORTHEAST OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1595 ***********************************************************************
 KK1595  DESIGNATION -  L 25
 KK1595  PID         -  KK1595
 KK1595  STATE/COUNTY-  CO/ADAMS
 KK1595  USGS QUAD   -  BENNETT (1975)
 KK1595
 KK1595                         *CURRENT SURVEY CONTROL
 KK1595  ___________________________________________________________________
 KK1595* NAD 83(1992)-  39 49 31.09086(N)    104 24 51.51387(W)     ADJUSTED  
 KK1595* NAVD 88     -      1626.28   (+/-2cm)    5335.6    (feet)  VERTCON   
 KK1595  ___________________________________________________________________
 KK1595  LAPLACE CORR-          -3.60  (seconds)                    DEFLEC99
 KK1595  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 KK1595
 KK1595  HORZ ORDER  -  THIRD
 KK1595  VERT ORDER  -  THIRD ? (See Below)
 KK1595
 KK1595.The horizontal coordinates were established by classical geodetic methods
 KK1595.and adjusted by the National Geodetic Survey in January 1993..
 KK1595
 KK1595.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1595.The vertical order pertains to the NGVD 29 superseded value.
 KK1595
 KK1595.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1595
 KK1595.The geoid height was determined by GEOID03.
 KK1595
 KK1595;                    North         East     Units Scale Factor Converg.
 KK1595;SPC CO N     -   359,992.826 1,007,345.179   MT  0.99998424   +0 42 05.4
 KK1595;SPC CO N     - 1,181,076.46  3,304,931.64   sFT  0.99998424   +0 42 05.4
 KK1595;UTM  13      - 4,408,531.927   550,121.702   MT  0.99963093   +0 22 30.4
 KK1595
 KK1595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1595!SPC CO N     -   0.99974781  x   0.99998424  =   0.99973205
 KK1595!UTM  13      -   0.99974781  x   0.99963093  =   0.99937883
 KK1595
 KK1595:                Primary Azimuth Mark                     Grid Az
 KK1595:SPC CO N     -  WAGNER                                   275 41 46.3
 KK1595:UTM  13      -  WAGNER                                   276 01 21.3
 KK1595
 KK1595|---------------------------------------------------------------------|
 KK1595| PID    Reference Object                     Distance      Geod. Az  |
 KK1595|                                                           dddmmss.s |
 KK1595| KK1596 WAGNER                              APPROX. 7.0 KM 2762351.7 |
 KK1595|---------------------------------------------------------------------|
 KK1595
 KK1595                          SUPERSEDED SURVEY CONTROL
 KK1595
 KK1595  NAD 83(1986)-  39 49 31.07744(N)    104 24 51.51347(W) AD(       ) 3
 KK1595  NAD 27      -  39 49 31.11515(N)    104 24 49.67871(W) AD(       ) 3
 KK1595  NGVD 29 (07/19/86) 1625.40   (m)         5332.7    (f) LEVELING    3  
 KK1595
 KK1595.Superseded values are not recommended for survey control.
 KK1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1595.See file dsdata.txt to determine how the superseded data were derived.
 KK1595
 KK1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE5012208532(NAD 83)
 KK1595_MARKER: DD = SURVEY DISK
 KK1595_SETTING: 0 = UNSPECIFIED SETTING
 KK1595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1595
 KK1595  HISTORY     - Date     Condition        Report By
 KK1595  HISTORY     - 1948     MONUMENTED       USGS
 KK1595
 KK1595                          STATION DESCRIPTION
 KK1595
 KK1595'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 KK1595'STATION IS A SPIRIT LEVEL BENCH MARK.
 KK1595'
 KK1595'TPS. 2 AND 3 S, R 65 W, 43 FT. N. AND 30 FT. W. OF CROSSROADS, AT
 KK1595'COR. SECS. 2, 3, 34, AND 35.
 KK1595'
 KK1595'STATION MARK--STANDARD TABLET, STAMPED ---L-25 1941---, SET IN
 KK1595'CONCRETE POST.
 KK1595'
 KK1595'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0148 ***********************************************************************
 JK0148  DESIGNATION -  L 255
 JK0148  PID         -  JK0148
 JK0148  STATE/COUNTY-  CO/FREMONT
 JK0148  USGS QUAD   -  PIERCE GULCH (1994)
 JK0148
 JK0148                         *CURRENT SURVEY CONTROL
 JK0148  ___________________________________________________________________
 JK0148* NAD 83(1986)-  38 28 20.     (N)    104 59 22.     (W)     SCALED    
 JK0148* NAVD 88     -      1683.785  (meters)    5524.22   (feet)  ADJUSTED  
 JK0148  ___________________________________________________________________
 JK0148  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 JK0148  DYNAMIC HT  -        1681.952 (meters)    5518.20  (feet)  COMP
 JK0148  MODELED GRAV-     979,480.7   (mgal)                       NAVD 88
 JK0148
 JK0148  VERT ORDER  -  SECOND    CLASS 0
 JK0148
 JK0148.The horizontal coordinates were scaled from a topographic map and have
 JK0148.an estimated accuracy of +/- 6 seconds.
 JK0148
 JK0148.The orthometric height was determined by differential leveling
 JK0148.and adjusted by the National Geodetic Survey in June 1991..
 JK0148
 JK0148.The geoid height was determined by GEOID03.
 JK0148
 JK0148.The dynamic height is computed by dividing the NAVD 88
 JK0148.geopotential number by the normal gravity value computed on the
 JK0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0148.degrees latitude (g = 980.6199 gals.).
 JK0148
 JK0148.The modeled gravity was interpolated from observed gravity values.
 JK0148
 JK0148;                    North         East    Units  Estimated Accuracy
 JK0148;SPC CO C     -   375,850.      958,960.      MT  (+/- 180 meters Scaled)
 JK0148
 JK0148                          SUPERSEDED SURVEY CONTROL
 JK0148
 JK0148  NGVD 29 (??/??/92) 1682.787  (m)         5520.94   (f) ADJ UNCH    2 0
 JK0148
 JK0148.Superseded values are not recommended for survey control.
 JK0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0148.See file dsdata.txt to determine how the superseded data were derived.
 JK0148
 JK0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC009582(NAD 83)
 JK0148_MARKER: DB = BENCH MARK DISK
 JK0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0148_STAMPING: L 255 1938
 JK0148_MARK LOGO: CGS   
 JK0148_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0148+STABILITY: SURFACE MOTION
 JK0148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0148+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1997
 JK0148
 JK0148  HISTORY     - Date     Condition        Report By
 JK0148  HISTORY     - 1938     MONUMENTED       CGS
 JK0148  HISTORY     - 1957     GOOD             NGS
 JK0148  HISTORY     - 1984     MARK NOT FOUND   NGS
 JK0148  HISTORY     - 19970818 GOOD             CODOT
 JK0148
 JK0148                          STATION DESCRIPTION
 JK0148
 JK0148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JK0148'2.6 MI N FROM PENROSE.
 JK0148'2.6 MILES NORTH ALONG STATE HIGHWAY 115 FROM THE JUNCTION WITH STATE
 JK0148'HIGHWAY 120 AT PENROSE, JUST NORTH OF A LONG CUT, 100 FEET NORTH OF
 JK0148'A FENCE CORNER, 150 FEET NORTH OF A LARGE ROCK PILE, 50 FEET WEST
 JK0148'OF THE CENTERLINE OF THE HIGHWAY, AND AT AN ANGLE IN THE FENCE.  A
 JK0148'STANDARD DISK, STAMPED L 255 1938 AND SET IN THE TOP OF A CONCRETE
 JK0148'POST.
 JK0148
 JK0148                          STATION RECOVERY (1984)
 JK0148
 JK0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0148'MARK NOT FOUND.
 JK0148
 JK0148                          STATION RECOVERY (1997)
 JK0148
 JK0148'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (PGG)
 JK0148'THE MARK WAS RECOVERED IN GOOD CONDITION AND IS NOW ON AN ABANDONED
 JK0148'PART OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0319 ***********************************************************************
 JJ0319  DESIGNATION -  L 256
 JJ0319  PID         -  JJ0319
 JJ0319  STATE/COUNTY-  CO/CHEYENNE
 JJ0319  USGS QUAD   -  AROYA (1978)
 JJ0319
 JJ0319                         *CURRENT SURVEY CONTROL
 JJ0319  ___________________________________________________________________
 JJ0319* NAD 83(1986)-  38 52 21.     (N)    103 12 34.     (W)     SCALED    
 JJ0319* NAVD 88     -      1416.618  (meters)    4647.69   (feet)  ADJUSTED  
 JJ0319  ___________________________________________________________________
 JJ0319  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 JJ0319  DYNAMIC HT  -        1415.243 (meters)    4643.18  (feet)  COMP
 JJ0319  MODELED GRAV-     979,608.3   (mgal)                       NAVD 88
 JJ0319
 JJ0319  VERT ORDER  -  FIRST     CLASS II
 JJ0319
 JJ0319.The horizontal coordinates were scaled from a topographic map and have
 JJ0319.an estimated accuracy of +/- 6 seconds.
 JJ0319
 JJ0319.The orthometric height was determined by differential leveling
 JJ0319.and adjusted by the National Geodetic Survey in June 1991..
 JJ0319
 JJ0319.The geoid height was determined by GEOID03.
 JJ0319
 JJ0319.The dynamic height is computed by dividing the NAVD 88
 JJ0319.geopotential number by the normal gravity value computed on the
 JJ0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0319.degrees latitude (g = 980.6199 gals.).
 JJ0319
 JJ0319.The modeled gravity was interpolated from observed gravity values.
 JJ0319
 JJ0319;                    North         East    Units  Estimated Accuracy
 JJ0319;SPC CO C     -   422,660.    1,113,150.      MT  (+/- 180 meters Scaled)
 JJ0319
 JJ0319                          SUPERSEDED SURVEY CONTROL
 JJ0319
 JJ0319  NGVD 29 (??/??/92) 1415.941  (m)         4645.47   (f) ADJ UNCH    1 2
 JJ0319
 JJ0319.Superseded values are not recommended for survey control.
 JJ0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0319.See file dsdata.txt to determine how the superseded data were derived.
 JJ0319
 JJ0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD553041(NAD 83)
 JJ0319_MARKER: DB = BENCH MARK DISK
 JJ0319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0319_SP_SET: CULVERT
 JJ0319_STAMPING: L 256 1938
 JJ0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0319
 JJ0319  HISTORY     - Date     Condition        Report By
 JJ0319  HISTORY     - 1938     MONUMENTED       CGS
 JJ0319
 JJ0319                          STATION DESCRIPTION
 JJ0319
 JJ0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JJ0319'4.3 MI NW FROM AROYA.
 JJ0319'IN LINCOLN COUNTY, 4.3 MILES NORTHWEST ALONG THE UNION PACIFIC
 JJ0319'RAILROAD FROM THE STATION AT AROYA, CHEYENNE COUNTY, 7 POLES EAST
 JJ0319'OF MILEPOST 512, 215 FEET SOUTH OF OLD U.S. HIGHWAY 40 S, 10 FEET
 JJ0319'NORTH OF THE TRACK, AT A CONCRETE CULVERT, AND IN THE TOP OF THE
 JJ0319'HEADWALL.  A STANDARD DISK, STAMPED L 256 1938.
 JJ0319'L 256 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0227 ***********************************************************************
 KJ0227  DESIGNATION -  L 257
 KJ0227  PID         -  KJ0227
 KJ0227  STATE/COUNTY-  CO/LINCOLN
 KJ0227  USGS QUAD   -  LIMON (1970)
 KJ0227
 KJ0227                         *CURRENT SURVEY CONTROL
 KJ0227  ___________________________________________________________________
 KJ0227* NAD 83(1986)-  39 16 01.     (N)    103 42 44.     (W)     SCALED    
 KJ0227* NAVD 88     -      1644.247  (meters)    5394.50   (feet)  ADJUSTED  
 KJ0227  ___________________________________________________________________
 KJ0227  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 KJ0227  DYNAMIC HT  -        1642.666 (meters)    5389.31  (feet)  COMP
 KJ0227  MODELED GRAV-     979,607.7   (mgal)                       NAVD 88
 KJ0227
 KJ0227  VERT ORDER  -  FIRST     CLASS II
 KJ0227
 KJ0227.The horizontal coordinates were scaled from a topographic map and have
 KJ0227.an estimated accuracy of +/- 6 seconds.
 KJ0227
 KJ0227.The orthometric height was determined by differential leveling
 KJ0227.and adjusted by the National Geodetic Survey in June 1991..
 KJ0227
 KJ0227.The geoid height was determined by GEOID03.
 KJ0227
 KJ0227.The dynamic height is computed by dividing the NAVD 88
 KJ0227.geopotential number by the normal gravity value computed on the
 KJ0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0227.degrees latitude (g = 980.6199 gals.).
 KJ0227
 KJ0227.The modeled gravity was interpolated from observed gravity values.
 KJ0227
 KJ0227;                    North         East    Units  Estimated Accuracy
 KJ0227;SPC CO C     -   465,460.    1,068,670.      MT  (+/- 180 meters Scaled)
 KJ0227
 KJ0227                          SUPERSEDED SURVEY CONTROL
 KJ0227
 KJ0227  NGVD 29 (??/??/92) 1643.439  (m)         5391.85   (f) ADJ UNCH    1 2
 KJ0227
 KJ0227.Superseded values are not recommended for survey control.
 KJ0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0227.See file dsdata.txt to determine how the superseded data were derived.
 KJ0227
 KJ0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD110471(NAD 83)
 KJ0227_MARKER: DB = BENCH MARK DISK
 KJ0227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KJ0227_SP_SET: OVERPASS
 KJ0227_STAMPING: L 257 1938
 KJ0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KJ0227
 KJ0227  HISTORY     - Date     Condition        Report By
 KJ0227  HISTORY     - 1938     MONUMENTED       CGS
 KJ0227
 KJ0227                          STATION DESCRIPTION
 KJ0227
 KJ0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KJ0227'1.2 MI NW FROM LIMON.
 KJ0227'1.2 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KJ0227'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION AT LIMON, LINCOLN
 KJ0227'COUNTY, AT THE OVERHEAD CROSSING OF U.S. HIGHWAY 24, IN THE TOP OF
 KJ0227'THE SOUTHEAST CORNER OF THE EAST CONCRETE FOOTING, AND 10 FEET NORTH
 KJ0227'OF THE NORTH RAIL.  A STANDARD DISK, STAMPED L 257 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3113 ***********************************************************************
 AJ3113  DESIGNATION -  L 257 RESET
 AJ3113  PID         -  AJ3113
 AJ3113  STATE/COUNTY-  CO/LINCOLN
 AJ3113  USGS QUAD   -  LIMON (1970)
 AJ3113
 AJ3113                         *CURRENT SURVEY CONTROL
 AJ3113  ___________________________________________________________________
 AJ3113* NAD 83(1986)-  39 16 01.     (N)    103 42 44.     (W)     SCALED    
 AJ3113* NAVD 88     -      1653.13   (meters)    5423.6    (feet)  RESET     
 AJ3113  ___________________________________________________________________
 AJ3113  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 AJ3113
 AJ3113  VERT ORDER  -  THIRD
 AJ3113
 AJ3113.The horizontal coordinates were scaled from a topographic map and have
 AJ3113.an estimated accuracy of +/- 6 seconds.
 AJ3113
 AJ3113.The orthometric height was computed from unverified reset data.
 AJ3113.No vertical observational check was made to the station.
 AJ3113
 AJ3113.The geoid height was determined by GEOID03.
 AJ3113
 AJ3113;                    North         East    Units  Estimated Accuracy
 AJ3113;SPC CO C     -   465,460.    1,068,670.      MT  (+/- 180 meters Scaled)
 AJ3113
 AJ3113                          SUPERSEDED SURVEY CONTROL
 AJ3113
 AJ3113.No superseded survey control is available for this station.
 AJ3113
 AJ3113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD110471(NAD 83)
 AJ3113_MARKER: DV = VERTICAL CONTROL DISK
 AJ3113_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ3113_SP_SET: BRIDGE ABUTMENT
 AJ3113_STAMPING: L 257 RESET 2000
 AJ3113_MARK LOGO: NGS   
 AJ3113_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3113
 AJ3113  HISTORY     - Date     Condition        Report By
 AJ3113  HISTORY     - 2000     MONUMENTED       CODOT
 AJ3113
 AJ3113                          STATION DESCRIPTION
 AJ3113
 AJ3113'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 2000 (DS)
 AJ3113'FROM THE JUNCTION OF INTERSTATE 70 AND STATE HIGHWAY 24, EXIT NO 359
 AJ3113'FROM INTERSTATE 70, HEAD SOUTH ALONG STATE HIGHWAY 24 FOR 0.5 MILES
 AJ3113'(0.8 KM) TO THE SOUTH ABUTMENT OF THE BRIDGE FOR STATE HIGHWAY 24 OVER
 AJ3113'THE CHICAGO ROCK ISLAND AND PACIFIC RAILROAD.  THE STATION IS ON THE
 AJ3113'RIGHT, IN THE SOUTHWEST CORNER OF THE SOUTH BRIDGE ABUTMENT, AND 24.6
 AJ3113'FEET (7.5 M) WEST OF THE CENTERLINE OF THE BRIDGE, AND 0.4 FEET (12.2
 AJ3113'CM) EAST OF THE WEST EDGE OF THE SOUTH BRIDGE ABUTMENT, AND 22.6 FEET
 AJ3113'(6.9 M) NORTH OF THE SOUTH END OF THE WING WALL OF THE SOUTH BRIDGE
 AJ3113'ABUTMENT, A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1229 ***********************************************************************
 KK1229  DESIGNATION -  L 258
 KK1229  PID         -  KK1229
 KK1229  STATE/COUNTY-  CO/ELBERT
 KK1229  USGS QUAD   -  DEER TRAIL (1978)
 KK1229
 KK1229                         *CURRENT SURVEY CONTROL
 KK1229  ___________________________________________________________________
 KK1229* NAD 83(1986)-  39 32 50.     (N)    104 00 09.     (W)     SCALED    
 KK1229* NAVD 88     -      1613.548  (meters)    5293.78   (feet)  ADJUSTED  
 KK1229  ___________________________________________________________________
 KK1229  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 KK1229  DYNAMIC HT  -        1612.045 (meters)    5288.85  (feet)  COMP
 KK1229  MODELED GRAV-     979,638.1   (mgal)                       NAVD 88
 KK1229
 KK1229  VERT ORDER  -  FIRST     CLASS II
 KK1229
 KK1229.The horizontal coordinates were scaled from a topographic map and have
 KK1229.an estimated accuracy of +/- 6 seconds.
 KK1229
 KK1229.The orthometric height was determined by differential leveling
 KK1229.and adjusted by the National Geodetic Survey in June 1991..
 KK1229
 KK1229.The geoid height was determined by GEOID03.
 KK1229
 KK1229.The dynamic height is computed by dividing the NAVD 88
 KK1229.geopotential number by the normal gravity value computed on the
 KK1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1229.degrees latitude (g = 980.6199 gals.).
 KK1229
 KK1229.The modeled gravity was interpolated from observed gravity values.
 KK1229
 KK1229;                    North         East    Units  Estimated Accuracy
 KK1229;SPC CO C     -   496,120.    1,043,110.      MT  (+/- 180 meters Scaled)
 KK1229
 KK1229                          SUPERSEDED SURVEY CONTROL
 KK1229
 KK1229  NGVD 29 (??/??/92) 1612.720  (m)         5291.07   (f) ADJ UNCH    1 2
 KK1229
 KK1229.Superseded values are not recommended for survey control.
 KK1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1229.See file dsdata.txt to determine how the superseded data were derived.
 KK1229
 KK1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED857779(NAD 83)
 KK1229_MARKER: DB = BENCH MARK DISK
 KK1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK1229_STAMPING: L 258 1938
 KK1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1229+STABILITY: SURFACE MOTION
 KK1229
 KK1229  HISTORY     - Date     Condition        Report By
 KK1229  HISTORY     - 1938     MONUMENTED       CGS
 KK1229
 KK1229                          STATION DESCRIPTION
 KK1229
 KK1229'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KK1229'5.5 MI SE FROM DEER TRAIL.
 KK1229'IN ELBERT COUNTY, 5.5 MILES SOUTHEAST ALONG THE UNION PACIFIC
 KK1229'RAILROAD FROM THE STATION AT DEER TRAIL, ARAPAHOE COUNTY, AT
 KK1229'MILEPOST 579, 125 FEET SOUTH OF THE CENTERLINE OF U.S HIGHWAY 40,
 KK1229'ABOUT 100 FEET NORTH OF THE TRACK, AND IN LINE WITH A ROW OF POLES.
 KK1229'A STANDARD DISK, STAMPED L 258 1938 AND SET IN THE TOP OF A CONCRETE
 KK1229'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0323 ***********************************************************************
 KK0323  DESIGNATION -  L 259
 KK0323  PID         -  KK0323
 KK0323  STATE/COUNTY-  CO/ADAMS
 KK0323  USGS QUAD   -  COAL CREEK (1994)
 KK0323
 KK0323                         *CURRENT SURVEY CONTROL
 KK0323  ___________________________________________________________________
 KK0323* NAD 83(1986)-  39 44 27.     (N)    104 39 01.     (W)     SCALED    
 KK0323* NAVD 88     -      1705.744  (meters)    5596.26   (feet)  POSTED    
 KK0323  ___________________________________________________________________
 KK0323  GEOID HEIGHT-         -17.90  (meters)                     GEOID03
 KK0323  DYNAMIC HT  -        1704.120 (meters)    5590.93  (feet)  COMP
 KK0323  MODELED GRAV-     979,612.9   (mgal)                       NAVD 88
 KK0323
 KK0323  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 KK0323
 KK0323.The horizontal coordinates were scaled from a topographic map and have
 KK0323.an estimated accuracy of +/- 6 seconds.
 KK0323
 KK0323.The orthometric height was determined by differential leveling
 KK0323.and adjusted by the National Geodetic Survey in 1992..
 KK0323.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 KK0323.rate of 3.1 thru 4.0 mm/km.
 KK0323
 KK0323.The geoid height was determined by GEOID03.
 KK0323
 KK0323.The dynamic height is computed by dividing the NAVD 88
 KK0323.geopotential number by the normal gravity value computed on the
 KK0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0323.degrees latitude (g = 980.6199 gals.).
 KK0323
 KK0323.The modeled gravity was interpolated from observed gravity values.
 KK0323
 KK0323;                    North         East    Units  Estimated Accuracy
 KK0323;SPC CO N     -   350,390.      987,240.      MT  (+/- 180 meters Scaled)
 KK0323
 KK0323                          SUPERSEDED SURVEY CONTROL
 KK0323
 KK0323  NGVD 29 (??/??/92) 1704.812  (m)         5593.20   (f) ADJ UNCH    1 2
 KK0323
 KK0323.Superseded values are not recommended for survey control.
 KK0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0323.See file dsdata.txt to determine how the superseded data were derived.
 KK0323
 KK0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED299990(NAD 83)
 KK0323_MARKER: DB = BENCH MARK DISK
 KK0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0323_STAMPING: L 259 1938
 KK0323_MARK LOGO: CGS   
 KK0323_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0323+STABILITY: SURFACE MOTION
 KK0323
 KK0323  HISTORY     - Date     Condition        Report By
 KK0323  HISTORY     - 1938     MONUMENTED       CGS
 KK0323  HISTORY     - 1939     GOOD             NGS
 KK0323  HISTORY     - 1982     GOOD             NGS
 KK0323  HISTORY     - 19950116 GOOD             CODOT
 KK0323
 KK0323                          STATION DESCRIPTION
 KK0323
 KK0323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0323'2.5 MI W FROM WATKINS.
 KK0323'2.5 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KK0323'AT WATKINS, ADAMS COUNTY, 4 POLES EAST OF MILEPOST 621, 90 FEET
 KK0323'NORTH OF THE TRACK, AND 4 FEET SOUTH OF A WHITE WOODEN WITNESS
 KK0323'POST.  A STANDARD DISK, STAMPED L 259 1938 AND SET IN THE TOP OF
 KK0323'A CONCRETE POST.
 KK0323
 KK0323                          STATION RECOVERY (1982)
 KK0323
 KK0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0323'RECOVERED IN GOOD CONDITION.
 KK0323
 KK0323                          STATION RECOVERY (1995)
 KK0323
 KK0323'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (JC)
 KK0323'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0192 ***********************************************************************
 LK0192  DESIGNATION -  L 26
 LK0192  PID         -  LK0192
 LK0192  STATE/COUNTY-  CO/LOGAN
 LK0192  USGS QUAD   -  STERLING NORTH (1951)
 LK0192
 LK0192                         *CURRENT SURVEY CONTROL
 LK0192  ___________________________________________________________________
 LK0192* NAD 83(1986)-  40 44 06.     (N)    103 10 22.     (W)     SCALED    
 LK0192* NAVD 88     -      1193.314  (meters)    3915.06   (feet)  ADJUSTED  
 LK0192  ___________________________________________________________________
 LK0192  GEOID HEIGHT-         -19.68  (meters)                     GEOID03
 LK0192  DYNAMIC HT  -        1192.454 (meters)    3912.24  (feet)  COMP
 LK0192  MODELED GRAV-     979,862.5   (mgal)                       NAVD 88
 LK0192
 LK0192  VERT ORDER  -  FIRST     CLASS II
 LK0192
 LK0192.The horizontal coordinates were scaled from a topographic map and have
 LK0192.an estimated accuracy of +/- 6 seconds.
 LK0192
 LK0192.The orthometric height was determined by differential leveling
 LK0192.and adjusted by the National Geodetic Survey in June 1991..
 LK0192
 LK0192.The geoid height was determined by GEOID03.
 LK0192
 LK0192.The dynamic height is computed by dividing the NAVD 88
 LK0192.geopotential number by the normal gravity value computed on the
 LK0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0192.degrees latitude (g = 980.6199 gals.).
 LK0192
 LK0192.The modeled gravity was interpolated from observed gravity values.
 LK0192
 LK0192;                    North         East    Units  Estimated Accuracy
 LK0192;SPC CO N     -   463,010.    1,110,960.      MT  (+/- 180 meters Scaled)
 LK0192
 LK0192                          SUPERSEDED SURVEY CONTROL
 LK0192
 LK0192  NGVD 29 (??/??/92) 1192.779  (m)         3913.31   (f) ADJ UNCH    1 2
 LK0192
 LK0192.Superseded values are not recommended for survey control.
 LK0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0192.See file dsdata.txt to determine how the superseded data were derived.
 LK0192
 LK0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF542109(NAD 83)
 LK0192_MARKER: DB = BENCH MARK DISK
 LK0192_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LK0192_SP_SET: BRIDGE ABUTMENT
 LK0192_STAMPING: L 26 1933 3913.309
 LK0192_MARK LOGO: CGS   
 LK0192_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LK0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0192+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1998
 LK0192
 LK0192  HISTORY     - Date     Condition        Report By
 LK0192  HISTORY     - 1933     MONUMENTED       CGS
 LK0192  HISTORY     - 1951     GOOD             USGS
 LK0192  HISTORY     - 1985     GOOD             NGS
 LK0192  HISTORY     - 19980310 GOOD             MSAM
 LK0192
 LK0192                          STATION DESCRIPTION
 LK0192
 LK0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LK0192'8 MI N FROM STERLING.
 LK0192'8.0 MILES NORTH OF STERLING BY RAIL L-26 IS LOCATED IN THE EAST END
 LK0192'OF THE NORTH CONCRETE ABUTMENT OF C.B. AND Q. RAILROAD BRIDGE 107.06,
 LK0192'A 5 SPAN DECK GIRDER BRIDGE 2 POLES SOUTH OF MILEPOST 107, AND APPROX
 LK0192'50 FEET WEST OF A COUNTY ROAD ON THE EAST SIDE OF THE TRACKS.  TABLET
 LK0192'IS STAMPED L-26, 1933.  BRIDGE IS APPROX. 1600 FEET NORTH OF THE SOUTH
 LK0192'BOUNDARY OF SEC 21, T.9.N, R.52.W.
 LK0192
 LK0192                          STATION RECOVERY (1951)
 LK0192
 LK0192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 LK0192'RECOVERED IN GOOD CONDITION.
 LK0192
 LK0192                          STATION RECOVERY (1985)
 LK0192
 LK0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LK0192'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.6 KM (3.5
 LK0192'MI) NORTHEAST ALONG US HIGHWAY 138 FROM THE POST OFFICE AT STERLING,
 LK0192'THENCE 7.7 KM (4.8 MI) NORTH ALONG ROAD 43.5, IN TOP OF THE EAST END
 LK0192'OF THE NORTH ABUTMENT OF THE BURLINGTON NORTHERN RAILROAD BRIDGE
 LK0192'107.06.
 LK0192'THE MARK IS 0.3 M BELOW THE TRACKS.
 LK0192
 LK0192                          STATION RECOVERY (1998)
 LK0192
 LK0192'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1998 (KCH)
 LK0192'THE MARK WAS RECOVERED IN GOOD CONDITION AND A WITNESS POST WAS ADDED
 LK0192'AT THIS TIME.  IT IS 2 FT (0.6 M) SOUTH FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0411 ***********************************************************************
 KK0411  DESIGNATION -  L 260
 KK0411  PID         -  KK0411
 KK0411  STATE/COUNTY-  CO/ADAMS
 KK0411  USGS QUAD   -  BRIGHTON (1994)
 KK0411
 KK0411                         *CURRENT SURVEY CONTROL
 KK0411  ___________________________________________________________________
 KK0411* NAD 83(1992)-  39 56 09.42790(N)    104 50 37.66983(W)     ADJUSTED  
 KK0411* NAVD 88     -      1534.553  (meters)    5034.61   (feet)  ADJUSTED  
 KK0411  ___________________________________________________________________
 KK0411  X           -  -1,254,905.195 (meters)                     COMP
 KK0411  Y           -  -4,734,967.268 (meters)                     COMP
 KK0411  Z           -   4,073,508.973 (meters)                     COMP
 KK0411  LAPLACE CORR-          -5.30  (seconds)                    DEFLEC99
 KK0411  ELLIP HEIGHT-        1516.78  (meters)          (10/21/02) GPS OBS
 KK0411  GEOID HEIGHT-         -17.81  (meters)                     GEOID03
 KK0411  DYNAMIC HT  -        1533.146 (meters)    5030.00  (feet)  COMP
 KK0411  MODELED GRAV-     979,656.3   (mgal)                       NAVD 88
 KK0411
 KK0411  HORZ ORDER  -  FIRST
 KK0411  VERT ORDER  -  SECOND    CLASS I
 KK0411  ELLP ORDER  -  FIFTH     CLASS I
 KK0411
 KK0411.The horizontal coordinates were established by GPS observations
 KK0411.and adjusted by the National Geodetic Survey in May 1996..
 KK0411
 KK0411.The orthometric height was determined by differential leveling
 KK0411.and adjusted by the National Geodetic Survey in July 2006..
 KK0411
 KK0411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK0411
 KK0411.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK0411
 KK0411.The ellipsoidal height was determined by GPS observations
 KK0411.and is referenced to NAD 83.
 KK0411
 KK0411.The geoid height was determined by GEOID03.
 KK0411
 KK0411.The dynamic height is computed by dividing the NAVD 88
 KK0411.geopotential number by the normal gravity value computed on the
 KK0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0411.degrees latitude (g = 980.6199 gals.).
 KK0411
 KK0411.The modeled gravity was interpolated from observed gravity values.
 KK0411
 KK0411;                    North         East     Units Scale Factor Converg.
 KK0411;SPC CO N     -   371,916.728   970,487.747   MT  0.99997185   +0 25 26.4
 KK0411;SPC CO N     - 1,220,196.80  3,184,008.55   sFT  0.99997185   +0 25 26.4
 KK0411;UTM  13      - 4,420,660.256   513,345.878   MT  0.99960219   +0 06 01.0
 KK0411
 KK0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK0411!SPC CO N     -   0.99976211  x   0.99997185  =   0.99973396
 KK0411!UTM  13      -   0.99976211  x   0.99960219  =   0.99936439
 KK0411
 KK0411                          SUPERSEDED SURVEY CONTROL
 KK0411
 KK0411  ELLIP H (05/15/96) 1516.84   (m)                       GP(       ) 3 1
 KK0411  NAD 83(1992)-  39 56 09.42680(N)    104 50 37.67312(W) AD(       ) 2
 KK0411  NAD 83(1986)-  39 56 09.42056(N)    104 50 37.67187(W) AD(       ) 2
 KK0411  NAD 27      -  39 56 09.48203(N)    104 50 35.75996(W) AD(       ) 2
 KK0411  NAVD 88 (06/15/91) 1534.604  (m)         5034.78   (f) UNKNOWN     1 2
 KK0411  NGVD 29 (??/??/??) 1533.721  (m)         5031.88   (f) ADJUSTED    1 2
 KK0411
 KK0411.Superseded values are not recommended for survey control.
 KK0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0411.See file dsdata.txt to determine how the superseded data were derived.
 KK0411
 KK0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE1334620660(NAD 83)
 KK0411_MARKER: DB = BENCH MARK DISK
 KK0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0411_STAMPING: L 260 1938
 KK0411_MARK LOGO: CGS   
 KK0411_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0411+STABILITY: SURFACE MOTION
 KK0411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0411+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 KK0411
 KK0411  HISTORY     - Date     Condition        Report By
 KK0411  HISTORY     - 1938     MONUMENTED       CGS
 KK0411  HISTORY     - 1970     GOOD             NGS
 KK0411  HISTORY     - 1976     GOOD             NGS
 KK0411  HISTORY     - 1983     GOOD             NGS
 KK0411  HISTORY     - 19950928 GOOD             CHANCE
 KK0411  HISTORY     - 19990521 GOOD             NGS
 KK0411  HISTORY     - 20051026 GOOD             WOOLPT
 KK0411
 KK0411                          STATION DESCRIPTION
 KK0411
 KK0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KK0411'GOOD
 KK0411'
 KK0411'3.8 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KK0411'AT BRIGHTON, AT A ROAD CROSSING, 38 FEET SOUTH OF THE CENTER OF A
 KK0411'PAVED ROAD, 20.2 FEET WEST OF THE WEST RAIL OF A RAILROAD TRACK AND
 KK0411'3.2 FEET EAST-SOUTHEAST OF A WOODEN WITNESS POST.  A STANDARD
 KK0411'BENCH MARK DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 KK0411'MONUMENT WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND SURFACE.
 KK0411
 KK0411                          STATION RECOVERY (1970)
 KK0411
 KK0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KK0411'3.8 MI S FROM BRIGHTON.
 KK0411'3.8 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KK0411'AT BRIGHTON, AT A ROAD CROSSING, 38 FEET SOUTH OF THE CENTER OF A
 KK0411'PAVED ROAD, 20.2 FEET WEST OF THE WEST RAIL OF A RAILROAD TRACK
 KK0411'AND 3.2 FEET EAST-SOUTHEAST OF A WOODEN WITNESS POST.  A STANDARD
 KK0411'BENCH MARK DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 KK0411'WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND SURFACE.
 KK0411
 KK0411                          STATION RECOVERY (1976)
 KK0411
 KK0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KK0411'RECOVERED IN GOOD CONDITION.
 KK0411
 KK0411                          STATION RECOVERY (1983)
 KK0411
 KK0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0411'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  7.1 KM (4.4 MI)
 KK0411'NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM ITS JUNCTION WITH
 KK0411'INTERSTATE HIGHWAY 76 IN NORTH COMMERCE CITY.
 KK0411
 KK0411                          STATION RECOVERY (1995)
 KK0411
 KK0411'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (FND)
 KK0411'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  A NEW
 KK0411'DESCRIPTION FOLLOWS$THE STATION IS LOCATED ABOUT 4 MI (6.4 KM)
 KK0411'SOUTH-SOUTHWEST OF BRIGHTON, 8 MI (12.9 KM) EAST-NORTHEAST OF
 KK0411'THORNTON, 7 MI (11.3 KM) NORTH OF THE ROCKY MOUNTAIN ARSENAL, 4 MI
 KK0411'(6.4 KM) WEST OF BARR LAKE, IN THE SOUTHWEST 1/4 OF SECTION 25, T 1 S,
 KK0411'R 67 W, 6TH P.M. OWNERSHIP--UNION PACIFIC RAILROAD$TO REACH THE
 KK0411'STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 85 AND STATE HIGHWAY 7
 KK0411'IN BRIGHTON, GO SOUTH ALONG HIGHWAY 85 FOR 3.7 MI (6.0 KM) TO THE
 KK0411'INTERSECTION WITH E.  132ND AVENUE.  TURN LEFT AND GO EAST ALONG E.
 KK0411'132ND AVENUE FOR 0.05 MI (0.08 KM) TO THE RAILROAD TRACKS AND THE
 KK0411'STATION ON THE RIGHT$THE STATION MARK IS A STANDARD CGS BENCH MARK
 KK0411'DISK STAMPED --L 260 1938-- SET IN THE TOP OF A 12-INCH SQUARE
 KK0411'CONCRETE POST PROJECTING 0.1 FT (3.0 CM) ABOVE GROUND LEVEL.  IT IS 38
 KK0411'FT (11.6 M) SOUTH OF THE CENTERLINE OF E.  132ND AVENUE, 19.5 FT (5.9
 KK0411'M) WEST-NORTHWEST OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD
 KK0411'TRACKS, 24.8 FT (7.6 M) SOUTHWEST OF A METAL RAILROAD SIGNAL POLE,
 KK0411'71.3 FT (21.7 M) SOUTH-SOUTHEAST OF A UTILITY POLE LOCATED ON THE
 KK0411'NORTH SIDE OF THE AVENUE, 3.9 FT (1.2 M) NORTH OF A CARSONITE WITNESS
 KK0411'POST, AND 0.9 FT (27.4 CM) SOUTHWEST OF A METAL WITNESS POST WITH
 KK0411'SIGN$DESCRIBED BY F.N. DREXEL
 KK0411
 KK0411                          STATION RECOVERY (1999)
 KK0411
 KK0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 KK0411'THE MARK WAS RECOVERED IN GOOD CONDITION.  THE 1995 DESCRIPTION IS
 KK0411'GOOD TO FIND THE STATION.  THE MARK IS AT U.S.  HIGHWAY 85 MILEPOST
 KK0411'231.4.  PARK THE VEHICLE ON U.  S.  HIGHWAY 85, JUST SOUTH OF THE
 KK0411'RAILROAD SPUR AND CARRY THE SURVEY EQUIPMENT TO THE MARK.  THE TRACK
 KK0411'ROAD DOWN THE EAST SIDE OF THE RAILROAD TRACKS MIGHT BE USED BUT PARK
 KK0411'THE VEHICLE ON THE FARM ROAD TO THE EAST WHICH COULD BE VERY MUDDY AT
 KK0411'TIMES OF IRRIGATION.  KEEP AWAY FROM THE RAILROAD TRACKS AND TRACK
 KK0411'ROAD AS MANY TRAINS PASS THIS WAY.
 KK0411
 KK0411                          STATION RECOVERY (2005)
 KK0411
 KK0411'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (CRR)
 KK0411'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0200 ***********************************************************************
 LL0200  DESIGNATION -  L 261
 LL0200  PID         -  LL0200
 LL0200  STATE/COUNTY-  CO/WELD
 LL0200  USGS QUAD   -  LA SALLE (1975)
 LL0200
 LL0200                         *CURRENT SURVEY CONTROL
 LL0200  ___________________________________________________________________
 LL0200* NAD 83(1986)-  40 18 48.     (N)    104 44 23.     (W)     SCALED    
 LL0200* NAVD 88     -      1439.494  (meters)    4722.74   (feet)  POSTED    
 LL0200  ___________________________________________________________________
 LL0200  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 LL0200  DYNAMIC HT  -        1438.240 (meters)    4718.63  (feet)  COMP
 LL0200  MODELED GRAV-     979,705.1   (mgal)                       NAVD 88
 LL0200
 LL0200  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LL0200
 LL0200.The horizontal coordinates were scaled from a topographic map and have
 LL0200.an estimated accuracy of +/- 6 seconds.
 LL0200
 LL0200.The orthometric height was determined by differential leveling
 LL0200.and adjusted by the National Geodetic Survey in 1992..
 LL0200.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LL0200.rate of 1.1 thru 2.0 mm/km.
 LL0200
 LL0200.The geoid height was determined by GEOID03.
 LL0200
 LL0200.The dynamic height is computed by dividing the NAVD 88
 LL0200.geopotential number by the normal gravity value computed on the
 LL0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0200.degrees latitude (g = 980.6199 gals.).
 LL0200
 LL0200.The modeled gravity was interpolated from observed gravity values.
 LL0200
 LL0200;                    North         East    Units  Estimated Accuracy
 LL0200;SPC CO N     -   413,890.      979,020.      MT  (+/- 180 meters Scaled)
 LL0200
 LL0200                          SUPERSEDED SURVEY CONTROL
 LL0200
 LL0200  NGVD 29 (??/??/92) 1438.606  (m)         4719.83   (f) ADJ UNCH    1 2
 LL0200
 LL0200.Superseded values are not recommended for survey control.
 LL0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0200.See file dsdata.txt to determine how the superseded data were derived.
 LL0200
 LL0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE221625(NAD 83)
 LL0200_MARKER: DB = BENCH MARK DISK
 LL0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0200_STAMPING: L 261 1939
 LL0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0200+STABILITY: SURFACE MOTION
 LL0200
 LL0200  HISTORY     - Date     Condition        Report By
 LL0200  HISTORY     - 1939     MONUMENTED       CGS
 LL0200  HISTORY     - 1956     GOOD             NGS
 LL0200  HISTORY     - 1983     MARK NOT FOUND   NGS
 LL0200
 LL0200                          STATION DESCRIPTION
 LL0200
 LL0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0200'3.2 MI NE FROM GILCREST.
 LL0200'3.15 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL0200'STATION AT GILCREST, AT A PRIVATE ROAD CROSSING, 90 FEET EAST
 LL0200'OF THE 7TH POLE NORTHEAST OF MILEPOST 43, 33 FEET NORTHEAST OF
 LL0200'THE CENTER LINE OF A PRIVATE ROAD, 26.5 FEET SOUTHEAST OF THE
 LL0200'SOUTHEAST RAIL, 21.6 FEET NORTHWEST OF A FENCE, 7.7 FEET NORTHWEST
 LL0200'OF A TELEPHONE POLE, 1 FOOT NORTHWEST OF A WITNESS POST, SET
 LL0200'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 LL0200'THE GROUND, IN SECTION 14, TOWNSHIP 4 NORTH, RANGE 66 WEST.
 LL0200
 LL0200                          STATION RECOVERY (1983)
 LL0200
 LL0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0200'SEVERAL PIECES OF THE MONUMENT WERE FOUND AT THIS LOCATION BUT THE
 LL0200'DISK WAS NOT RECLAIMED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0795 ***********************************************************************
 LL0795  DESIGNATION -  L 263
 LL0795  PID         -  LL0795
 LL0795  STATE/COUNTY-  CO/GRAND
 LL0795  USGS QUAD   -  GRANBY (1978)
 LL0795
 LL0795                         *CURRENT SURVEY CONTROL
 LL0795  ___________________________________________________________________
 LL0795* NAD 83(1986)-  40 06 31.     (N)    105 58 50.     (W)     SCALED    
 LL0795* NAVD 88     -      2391.699  (meters)    7846.77   (feet)  ADJUSTED  
 LL0795  ___________________________________________________________________
 LL0795  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 LL0795  DYNAMIC HT  -        2389.068 (meters)    7838.13  (feet)  COMP
 LL0795  MODELED GRAV-     979,439.7   (mgal)                       NAVD 88
 LL0795
 LL0795  VERT ORDER  -  SECOND    CLASS 0
 LL0795
 LL0795.The horizontal coordinates were scaled from a topographic map and have
 LL0795.an estimated accuracy of +/- 6 seconds.
 LL0795
 LL0795.The orthometric height was determined by differential leveling
 LL0795.and adjusted by the National Geodetic Survey in June 1991..
 LL0795
 LL0795.The geoid height was determined by GEOID03.
 LL0795
 LL0795.The dynamic height is computed by dividing the NAVD 88
 LL0795.geopotential number by the normal gravity value computed on the
 LL0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0795.degrees latitude (g = 980.6199 gals.).
 LL0795
 LL0795.The modeled gravity was interpolated from observed gravity values.
 LL0795
 LL0795;                    North         East    Units  Estimated Accuracy
 LL0795;SPC CO N     -   390,990.      873,430.      MT  (+/- 180 meters Scaled)
 LL0795
 LL0795                          SUPERSEDED SURVEY CONTROL
 LL0795
 LL0795  NGVD 29 (??/??/92) 2390.320  (m)         7842.24   (f) ADJ UNCH    2 0
 LL0795
 LL0795.Superseded values are not recommended for survey control.
 LL0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0795.See file dsdata.txt to determine how the superseded data were derived.
 LL0795
 LL0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE164402(NAD 83)
 LL0795_MARKER: DB = BENCH MARK DISK
 LL0795_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0795_SP_SET: CULVERT
 LL0795_STAMPING: L 263 1940
 LL0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0795
 LL0795  HISTORY     - Date     Condition        Report By
 LL0795  HISTORY     - 1940     MONUMENTED       CGS
 LL0795  HISTORY     - 1954     MARK NOT FOUND   NGS
 LL0795
 LL0795                          STATION DESCRIPTION
 LL0795
 LL0795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LL0795'2.3 MI W FROM GRANBY.
 LL0795'3.0 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE DENVER AND SALT
 LL0795'LAKE RAILWAY STATION AT GRANBY, GRAND COUNTY, 325 FEET
 LL0795'EAST OF THE CENTER OF THE JUNCTION OF THE EAST FORK OF STATE
 LL0795'HIGHWAY 125, 32 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 LL0795'40, AT A 36-INCH PIPE CULVERT, IN THE TOP OF THE WEST END OF
 LL0795'THE CONCRETE HEADWALL, AND 6.0 FEET LOWER THAN THE HIGHWAY.
 LL0795'A STANDARAD DISK, STAMPED L 263 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1034 ***********************************************************************
 KK1034  DESIGNATION -  L 264
 KK1034  PID         -  KK1034
 KK1034  STATE/COUNTY-  CO/CLEAR CREEK
 KK1034  USGS QUAD   -  BERTHOUD PASS (1957)
 KK1034
 KK1034                         *CURRENT SURVEY CONTROL
 KK1034  ___________________________________________________________________
 KK1034* NAD 83(1986)-  39 46 26.     (N)    105 46 12.     (W)     SCALED    
 KK1034* NAVD 88     -      2896.754  (meters)    9503.77   (feet)  ADJUSTED  
 KK1034  ___________________________________________________________________
 KK1034  GEOID HEIGHT-         -12.35  (meters)                     GEOID03
 KK1034  DYNAMIC HT  -        2893.137 (meters)    9491.90  (feet)  COMP
 KK1034  MODELED GRAV-     979,272.6   (mgal)                       NAVD 88
 KK1034
 KK1034  VERT ORDER  -  FIRST     CLASS II
 KK1034
 KK1034.The horizontal coordinates were scaled from a topographic map and have
 KK1034.an estimated accuracy of +/- 6 seconds.
 KK1034
 KK1034.The orthometric height was determined by differential leveling
 KK1034.and adjusted by the National Geodetic Survey in June 1991..
 KK1034
 KK1034.The geoid height was determined by GEOID03.
 KK1034
 KK1034.The dynamic height is computed by dividing the NAVD 88
 KK1034.geopotential number by the normal gravity value computed on the
 KK1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1034.degrees latitude (g = 980.6199 gals.).
 KK1034
 KK1034.The modeled gravity was interpolated from observed gravity values.
 KK1034
 KK1034;                    North         East    Units  Estimated Accuracy
 KK1034;SPC CO C     -   520,260.      891,270.      MT  (+/- 180 meters Scaled)
 KK1034
 KK1034                          SUPERSEDED SURVEY CONTROL
 KK1034
 KK1034  NGVD 29 (??/??/92) 2895.087  (m)         9498.30   (f) ADJ UNCH    1 2
 KK1034
 KK1034.Superseded values are not recommended for survey control.
 KK1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1034.See file dsdata.txt to determine how the superseded data were derived.
 KK1034
 KK1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE340029(NAD 83)
 KK1034_MARKER: DB = BENCH MARK DISK
 KK1034_SETTING: 80 = SET IN A BOULDER
 KK1034_STAMPING: L 264 1940
 KK1034_MARK LOGO: CGS   
 KK1034_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1034+STABILITY: SURFACE MOTION
 KK1034_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK1034+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2001
 KK1034
 KK1034  HISTORY     - Date     Condition        Report By
 KK1034  HISTORY     - 1940     MONUMENTED       CGS
 KK1034  HISTORY     - 1954     GOOD             NGS
 KK1034  HISTORY     - 20010305 GOOD             NGS
 KK1034
 KK1034                          STATION DESCRIPTION
 KK1034
 KK1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1034'5.1 MI W FROM EMPIRE.
 KK1034'5.1 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE PUBLIC SCHOOL AT
 KK1034'EMPIRE, 118 FEET NORTHEAST OF A CAMP GROUND SIGN, 97 FEET NORTH OF
 KK1034'THE NORTHEAST CORNER OF A LOG BUILDING, 57 FEET NORTH OF THE
 KK1034'CENTER LINE OF THE HIGHWAY, 10 FEET EAST OF THE CENTER LINE OF A
 KK1034'ROAD LEADING NORTH, 0.3 FOOT ABOVE THE GROUND, SET IN THE TOP OF A
 KK1034'3X4 FOOT GRANITE BOULDER.
 KK1034
 KK1034                          STATION RECOVERY (2001)
 KK1034
 KK1034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 KK1034'THE STATION IS LOCATED ABOUT 4.65 MI WEST-NORTHWEST OF EMPIRE, 1.7
 KK1034'MI SOUTH-SOUTHEAST OF BERTHOUD PASS AND 0.7 MI EAST OF WHERE
 KK1034'HOOP CREEK MEETS THE WEST FORK OF CLEAR CREEK, , AT U. S. HIGHWAY
 KK1034'40 MILEPOST 251.5. OWNERSHIP-COLORADO DEPT. OF TRANSPORTATION
 KK1034'RIGHT-OF-WAY.
 KK1034' 
 KK1034'TO REACH THE STATION FROM THE POST OFFICE IN EMPIRE, GO WEST ON U.
 KK1034'S. HIGHWAY 40 FOR 4.8 MI TO THE STATION ON THE RIGHT. IT IS 1.1 MI
 KK1034'EAST
 KK1034'ALONG U. S. HIGHWAY 40 FROM THE --CONESTOGA WAGON
 KK1034'STOP-- HISTORICAL MARKER.
 KK1034' 
 KK1034'THE MARK IS A STANDARD DISK SET IN A DRILL HOLE IN A GRANITE
 KK1034'BOULDER MEASURING 0.9 M BY 1.2 M AND 0.1 M ABOVE THE GROUND. IT IS
 KK1034'36.0 M NORTHEAST FROM A CAMP GROUND SIGN, 29.6 M NORTH FROM THE
 KK1034'NORTHEAST CORNER OF A LOG BUILDING, 16.8 M NORTH FROM THE CENTER
 KK1034'LINE OF THE HIGHWAY AND 3.0 M EAST FROM THE CENTER OF A ROAD
 KK1034'LEADING NORTH.
 KK1034' 
 KK1034' 
 KK1034' 
 KK1034'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0593 ***********************************************************************
 KK0593  DESIGNATION -  L 265
 KK0593  PID         -  KK0593
 KK0593  STATE/COUNTY-  CO/GILPIN
 KK0593  USGS QUAD   -  TUNGSTEN (1972)
 KK0593
 KK0593                         *CURRENT SURVEY CONTROL
 KK0593  ___________________________________________________________________
 KK0593* NAD 83(1986)-  39 54 38.     (N)    105 28 36.     (W)     SCALED    
 KK0593* NAVD 88     -      2521.653  (meters)    8273.12   (feet)  ADJUSTED  
 KK0593  ___________________________________________________________________
 KK0593  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 KK0593  DYNAMIC HT  -        2518.851 (meters)    8263.93  (feet)  COMP
 KK0593  MODELED GRAV-     979,423.7   (mgal)                       NAVD 88
 KK0593
 KK0593  VERT ORDER  -  SECOND    CLASS 0
 KK0593
 KK0593.The horizontal coordinates were scaled from a topographic map and have
 KK0593.an estimated accuracy of +/- 6 seconds.
 KK0593
 KK0593.The orthometric height was determined by differential leveling
 KK0593.and adjusted by the National Geodetic Survey in June 1991..
 KK0593
 KK0593.The geoid height was determined by GEOID03.
 KK0593
 KK0593.The dynamic height is computed by dividing the NAVD 88
 KK0593.geopotential number by the normal gravity value computed on the
 KK0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0593.degrees latitude (g = 980.6199 gals.).
 KK0593
 KK0593.The modeled gravity was interpolated from observed gravity values.
 KK0593
 KK0593;                    North         East    Units  Estimated Accuracy
 KK0593;SPC CO N     -   368,890.      916,400.      MT  (+/- 180 meters Scaled)
 KK0593
 KK0593                          SUPERSEDED SURVEY CONTROL
 KK0593
 KK0593  NGVD 29 (??/??/92) 2520.285  (m)         8268.64   (f) ADJ UNCH    2 0
 KK0593
 KK0593.Superseded values are not recommended for survey control.
 KK0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0593.See file dsdata.txt to determine how the superseded data were derived.
 KK0593
 KK0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE592179(NAD 83)
 KK0593_MARKER: DB = BENCH MARK DISK
 KK0593_SETTING: 66 = SET IN ROCK OUTCROP
 KK0593_SP_SET: ROCK CUT
 KK0593_STAMPING: L 265 1940
 KK0593_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0593+STABILITY: POSITION/ELEVATION WELL
 KK0593
 KK0593  HISTORY     - Date     Condition        Report By
 KK0593  HISTORY     - 1940     MONUMENTED       CGS
 KK0593  HISTORY     - 20031017 MARK NOT FOUND   USPSQD
 KK0593
 KK0593                          STATION DESCRIPTION
 KK0593
 KK0593'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 KK0593'1.3 MI E FROM ROLLINSVILLE.
 KK0593'1.3 MILES EAST ALONG THE DENVER AND SALT LAKE RAILWAY FROM THE
 KK0593'STATION AT ROLLINSVILLE, GILPIN COUNTY, 90 FEET NORTH OF THE NORTH
 KK0593'ENTRANCE TO TUNNEL 30, 15 FEET EAST OF THE CENTERLINE OF THE TRACK,
 KK0593'AT THE WEST SIDE OF THE TUNNEL CUT, IN THE TOP OF A ROCK PROJECTING
 KK0593'TO THE EAST, AND 2.5 FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD
 KK0593'DISK, STAMPED L 265 1940.
 KK0593
 KK0593                          STATION RECOVERY (2003)
 KK0593
 KK0593'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 KK0593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2109 ***********************************************************************
 KK2109  DESIGNATION -  L 266 RESET
 KK2109  PID         -  KK2109
 KK2109  STATE/COUNTY-  CO/GILPIN
 KK2109  USGS QUAD   -  BLACK HAWK (1963)
 KK2109
 KK2109                         *CURRENT SURVEY CONTROL
 KK2109  ___________________________________________________________________
 KK2109* NAD 83(1986)-  39 52 29.     (N)    105 27 49.     (W)     SCALED    
 KK2109* NAVD 88     -      2758.46   (meters)    9050.0    (feet)  RESET     
 KK2109  ___________________________________________________________________
 KK2109  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 KK2109
 KK2109  VERT ORDER  -  THIRD
 KK2109
 KK2109.The horizontal coordinates were scaled from a topographic map and have
 KK2109.an estimated accuracy of +/- 6 seconds.
 KK2109
 KK2109.The orthometric height was computed from unverified reset data.
 KK2109.No vertical observational check was made to the station.
 KK2109
 KK2109.The geoid height was determined by GEOID03.
 KK2109
 KK2109;                    North         East    Units  Estimated Accuracy
 KK2109;SPC CO N     -   364,910.      917,520.      MT  (+/- 180 meters Scaled)
 KK2109
 KK2109                          SUPERSEDED SURVEY CONTROL
 KK2109
 KK2109  NGVD 29 (03/28/06) 2757.06   (m)         9045.5    (f) RESET       3  
 KK2109
 KK2109.Superseded values are not recommended for survey control.
 KK2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2109.See file dsdata.txt to determine how the superseded data were derived.
 KK2109
 KK2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE603139(NAD 83)
 KK2109_MARKER: DV = VERTICAL CONTROL DISK
 KK2109_SETTING: 66 = SET IN ROCK OUTCROP
 KK2109_SP_SET: ROCK OUTCROP
 KK2109_STAMPING: L 266 RESET 1990
 KK2109_MARK LOGO: NGS   
 KK2109_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK2109_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK2109+STABILITY: POSITION/ELEVATION WELL
 KK2109_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK2109+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2005
 KK2109
 KK2109  HISTORY     - Date     Condition        Report By
 KK2109  HISTORY     - 1990     MONUMENTED       NGS
 KK2109  HISTORY     - 20020921 GOOD             USPSQD
 KK2109  HISTORY     - 20050909 GOOD             USPSQD
 KK2109
 KK2109                          STATION DESCRIPTION
 KK2109
 KK2109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 KK2109'4.6 MI (7.40 KM) SOUTH ALONG STATE HIGHWAY 119 FROM THE DENVER AND
 KK2109'SALT LAKE RAILWAY STATION AT ROLLINSVILLE, 0.1 MI (0.16 KM) SOUTH OF
 KK2109'GILPIN COUNTY ROAD 2, 17.5 M (57.41 FT) NORTHEAST OF THE CENTER LINE
 KK2109'OF THE HIGHWAY, 1.8 M (5.91 FT) NORTHWEST OF A RIGHT-OF-WAY FENCE,
 KK2109'0.6 M (1.97 FT) SOUTHEAST OF A WITNESS POST AND ACROSS THE STREET
 KK2109'FROM THE GARAGE OF A WHITE AND BROWN LOG CABIN AT 15717 STATE HIGHWAY
 KK2109'119.  11.6 M (38.06 FT) EAST FROM THE OLD BENCH MARK, PROJECTING 0.3
 KK2109'M (0.98 FT) ABOVE THE GROUND.  IT IS ON THE SOUTH SIDE OF THE
 KK2109'OUTCROP.
 KK2109
 KK2109                          STATION RECOVERY (2002)
 KK2109
 KK2109'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 KK2109'RECOVERED IN GOOD CONDITION.
 KK2109
 KK2109                          STATION RECOVERY (2005)
 KK2109
 KK2109'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 KK2109'MARK IS INSIDE OF FENCED AREA.  ENTER THROUGH GATE 15746 ON HWY 119.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0627 ***********************************************************************
 JK0627  DESIGNATION -  L 267
 JK0627  PID         -  JK0627
 JK0627  STATE/COUNTY-  CO/CUSTER
 JK0627  USGS QUAD   -  HILLSIDE (1980)
 JK0627
 JK0627                         *CURRENT SURVEY CONTROL
 JK0627  ___________________________________________________________________
 JK0627* NAD 83(1986)-  38 15 26.     (N)    105 35 23.     (W)     SCALED    
 JK0627* NAVD 88     -      2280.819  (meters)    7482.99   (feet)  ADJUSTED  
 JK0627  ___________________________________________________________________
 JK0627  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 JK0627  DYNAMIC HT  -        2278.040 (meters)    7473.87  (feet)  COMP
 JK0627  MODELED GRAV-     979,328.2   (mgal)                       NAVD 88
 JK0627
 JK0627  VERT ORDER  -  SECOND    CLASS 0
 JK0627
 JK0627.The horizontal coordinates were scaled from a topographic map and have
 JK0627.an estimated accuracy of +/- 6 seconds.
 JK0627
 JK0627.The orthometric height was determined by differential leveling
 JK0627.and adjusted by the National Geodetic Survey in June 1991..
 JK0627
 JK0627.The geoid height was determined by GEOID03.
 JK0627
 JK0627.The dynamic height is computed by dividing the NAVD 88
 JK0627.geopotential number by the normal gravity value computed on the
 JK0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0627.degrees latitude (g = 980.6199 gals.).
 JK0627
 JK0627.The modeled gravity was interpolated from observed gravity values.
 JK0627
 JK0627;                    North         East    Units  Estimated Accuracy
 JK0627;SPC CO S     -   481,330.      906,550.      MT  (+/- 180 meters Scaled)
 JK0627
 JK0627                          SUPERSEDED SURVEY CONTROL
 JK0627
 JK0627  NGVD 29 (??/??/92) 2279.536  (m)         7478.78   (f) ADJ UNCH    2 0
 JK0627
 JK0627.Superseded values are not recommended for survey control.
 JK0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0627.See file dsdata.txt to determine how the superseded data were derived.
 JK0627
 JK0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC484345(NAD 83)
 JK0627_MARKER: DB = BENCH MARK DISK
 JK0627_SETTING: 80 = SET IN A BOULDER
 JK0627_SP_SET: BOULDER
 JK0627_STAMPING: L 267 1941
 JK0627_MARK LOGO: CGS   
 JK0627_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0627+STABILITY: SURFACE MOTION
 JK0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0627+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2002
 JK0627
 JK0627  HISTORY     - Date     Condition        Report By
 JK0627  HISTORY     - 1941     MONUMENTED       CGS
 JK0627  HISTORY     - 1956     GOOD             NGS
 JK0627  HISTORY     - 20020606 GOOD             MSAM
 JK0627
 JK0627                          STATION DESCRIPTION
 JK0627
 JK0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 JK0627'12.3 MI NW FROM WESTCLIFFE.
 JK0627'12.3 MILES NORTHWEST ALONG STATE HIGHWAY 69 FROM THE COUNTY
 JK0627'COURTHOUSE AT WESTCLIFFE, CUSTER COUNTY, 1.7 MILES SOUTHEAST OF
 JK0627'THE CUSTER-FREMONT COUNTY-LINE SIGN, 810 FEET SOUTHEAST OF TRAILE
 JK0627'END RANCH DRIVE, 156 FEET NORTHEAST OF CENTER OF HIGHWAY, IN THE
 JK0627'TOP OF A LARGE FLAT BOULDER AND ABOUT 2 FEET HIGHER THAN THE
 JK0627'HIGHWAY.  A STANDARD DISK, STAMPED L 267 1941.
 JK0627
 JK0627                          STATION RECOVERY (2002)
 JK0627
 JK0627'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2002 (KCH)
 JK0627'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2002 (KCH)
 JK0627'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0224 ***********************************************************************
 JL0224  DESIGNATION -  L 268
 JL0224  PID         -  JL0224
 JL0224  STATE/COUNTY-  CO/GUNNISON
 JL0224  USGS QUAD   -  MT AXTELL (1973)
 JL0224
 JL0224                         *CURRENT SURVEY CONTROL
 JL0224  ___________________________________________________________________
 JL0224* NAD 83(1986)-  38 52 12.     (N)    107 00 11.     (W)     SCALED    
 JL0224* NAVD 88     -      2775.058  (meters)    9104.50   (feet)  ADJUSTED  
 JL0224  ___________________________________________________________________
 JL0224  GEOID HEIGHT-         -14.08  (meters)                     GEOID03
 JL0224  DYNAMIC HT  -        2771.349 (meters)    9092.33  (feet)  COMP
 JL0224  MODELED GRAV-     979,191.4   (mgal)                       NAVD 88
 JL0224
 JL0224  VERT ORDER  -  SECOND    CLASS 0
 JL0224
 JL0224.The horizontal coordinates were scaled from a topographic map and have
 JL0224.an estimated accuracy of +/- 6 seconds.
 JL0224
 JL0224.The orthometric height was determined by differential leveling
 JL0224.and adjusted by the National Geodetic Survey in June 1991..
 JL0224
 JL0224.The geoid height was determined by GEOID03.
 JL0224
 JL0224.The dynamic height is computed by dividing the NAVD 88
 JL0224.geopotential number by the normal gravity value computed on the
 JL0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0224.degrees latitude (g = 980.6199 gals.).
 JL0224
 JL0224.The modeled gravity was interpolated from observed gravity values.
 JL0224
 JL0224;                    North         East    Units  Estimated Accuracy
 JL0224;SPC CO C     -   420,960.      783,970.      MT  (+/- 180 meters Scaled)
 JL0224
 JL0224                          SUPERSEDED SURVEY CONTROL
 JL0224
 JL0224  NGVD 29 (??/??/92) 2773.180  (m)         9098.34   (f) ADJ UNCH    2 0
 JL0224
 JL0224.Superseded values are not recommended for survey control.
 JL0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0224.See file dsdata.txt to determine how the superseded data were derived.
 JL0224
 JL0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD262042(NAD 83)
 JL0224_MARKER: DB = BENCH MARK DISK
 JL0224_SETTING: 66 = SET IN ROCK OUTCROP
 JL0224_SP_SET: ROCK OUTCROP
 JL0224_STAMPING: L 268 1940
 JL0224_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0224+STABILITY: POSITION/ELEVATION WELL
 JL0224
 JL0224  HISTORY     - Date     Condition        Report By
 JL0224  HISTORY     - 1940     MONUMENTED       CGS
 JL0224  HISTORY     - 1959     GOOD             USGS
 JL0224
 JL0224                          STATION DESCRIPTION
 JL0224
 JL0224'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 JL0224'1.4 MI W FROM CRESTED BUTTE.
 JL0224'1.4 MILES WEST ALONG STATE HIGHWAY 135 FROM THE HIGH SCHOOL AT CRESTED
 JL0224'BUTTE, 0.1 MILE SOUTHWEST OF A CATTLE GUARD, ON THE INSIDE OF THE
 JL0224'NORTHEAST END OF A CURVE, ON THE NORTH BANK OF A DRAW, 70 FEET WEST OF
 JL0224'THE CENTERLINE OF THE HIGHWAY, 70 FEET EAST OF A PASTURE FENCE CORNER,
 JL0224'43 FEET SOUTH OF TWO SPRUCE TREES, AND IN THE TOP OF THE LEGE OF A
 JL0224'LARGE ROCK OUTCROP.  A STANDARD DISK, STAMPED L 268 1940. NOTE-- IT
 JL0224'MAY HAVE BEEN DESTROYED BY ROAD WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0198 ***********************************************************************
 JL0198  DESIGNATION -  L 269
 JL0198  PID         -  JL0198
 JL0198  STATE/COUNTY-  CO/SAGUACHE
 JL0198  USGS QUAD   -  NORTH PASS (1979)
 JL0198
 JL0198                         *CURRENT SURVEY CONTROL
 JL0198  ___________________________________________________________________
 JL0198* NAD 83(1986)-  38 10 11.     (N)    106 35 26.     (W)     SCALED    
 JL0198* NAVD 88     -      3051.954  (meters)   10012.95   (feet)  ADJUSTED  
 JL0198  ___________________________________________________________________
 JL0198  GEOID HEIGHT-         -14.91  (meters)                     GEOID03
 JL0198  DYNAMIC HT  -        3047.651 (meters)    9998.83  (feet)  COMP
 JL0198  MODELED GRAV-     979,107.9   (mgal)                       NAVD 88
 JL0198
 JL0198  VERT ORDER  -  SECOND    CLASS 0
 JL0198
 JL0198.The horizontal coordinates were scaled from a topographic map and have
 JL0198.an estimated accuracy of +/- 6 seconds.
 JL0198
 JL0198.The orthometric height was determined by differential leveling
 JL0198.and adjusted by the National Geodetic Survey in June 1991..
 JL0198
 JL0198.The geoid height was determined by GEOID03.
 JL0198
 JL0198.The dynamic height is computed by dividing the NAVD 88
 JL0198.geopotential number by the normal gravity value computed on the
 JL0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0198.degrees latitude (g = 980.6199 gals.).
 JL0198
 JL0198.The modeled gravity was interpolated from observed gravity values.
 JL0198
 JL0198;                    North         East    Units  Estimated Accuracy
 JL0198;SPC CO S     -   472,180.      818,840.      MT  (+/- 180 meters Scaled)
 JL0198
 JL0198                          SUPERSEDED SURVEY CONTROL
 JL0198
 JL0198  NGVD 29 (??/??/92) 3050.144  (m)        10007.01   (f) ADJ UNCH    2 0
 JL0198
 JL0198.Superseded values are not recommended for survey control.
 JL0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0198.See file dsdata.txt to determine how the superseded data were derived.
 JL0198
 JL0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC606258(NAD 83)
 JL0198_MARKER: DB = BENCH MARK DISK
 JL0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0198_STAMPING: L 269 1940
 JL0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0198+STABILITY: SURFACE MOTION
 JL0198
 JL0198  HISTORY     - Date     Condition        Report By
 JL0198  HISTORY     - 1940     MONUMENTED       CGS
 JL0198  HISTORY     - 1962     GOOD             NGS
 JL0198
 JL0198                          STATION DESCRIPTION
 JL0198
 JL0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JL0198'32.3 MI W FROM SAGUACHE.
 JL0198'ABOUT 32.3 MILES WEST ALONG STATE HIGHWAY 114 FROM THE COUNTY
 JL0198'COURTHOUSE AT SAGUACHE, SAGUACHE COUNTY, AT AN S-CURVE, ABOUT 100 FEET
 JL0198'SOUTHEAST OF A DEEP FILL, 31 FEET NORTHEAST OF THE CENTER LINE OF THE
 JL0198'HIGHWAY, 18 FEET SOUTHWEST OF A 14-INCH PINE TREE, AND 1.9 FEET
 JL0198'NORTHEAST OF A 4- BY 4-INCH WHITE REFERENCE POST PROJECTING ABOUT 2.3
 JL0198'FEET ABOVE GROUND.  A STANDARD DISK, STAMPED L 269 1940 AND SET IN THE
 JL0198'TOP OF A CONCRETE POST PROJECTING ABOUT 0.7 FOOT ABOVE GROUND.
 JL0198
 JL0198                          STATION RECOVERY (1962)
 JL0198
 JL0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JL0198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0425 ***********************************************************************
 KL0425  DESIGNATION -  L 269
 KL0425  PID         -  KL0425
 KL0425  STATE/COUNTY-  CO/EAGLE
 KL0425  USGS QUAD   -  WOLCOTT (1987)
 KL0425
 KL0425                         *CURRENT SURVEY CONTROL
 KL0425  ___________________________________________________________________
 KL0425* NAD 83(1992)-  39 42 40.90022(N)    106 41 36.16173(W)     ADJUSTED  
 KL0425* NAVD 88     -      2109.230  (meters)    6920.03   (feet)  ADJUSTED  
 KL0425  ___________________________________________________________________
 KL0425  X           -  -1,411,792.125 (meters)                     COMP
 KL0425  Y           -  -4,707,724.890 (meters)                     COMP
 KL0425  Z           -   4,054,722.653 (meters)                     COMP
 KL0425  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 KL0425  ELLIP HEIGHT-        2095.94  (meters)          (12/03/02) GPS OBS
 KL0425  GEOID HEIGHT-         -13.33  (meters)                     GEOID03
 KL0425  DYNAMIC HT  -        2106.914 (meters)    6912.43  (feet)  COMP
 KL0425  MODELED GRAV-     979,453.7   (mgal)                       NAVD 88
 KL0425
 KL0425  HORZ ORDER  -  FIRST
 KL0425  VERT ORDER  -  SECOND    CLASS 0
 KL0425  ELLP ORDER  -  FOURTH    CLASS II
 KL0425
 KL0425.The horizontal coordinates were established by GPS observations
 KL0425.and adjusted by the National Geodetic Survey in March 1999..
 KL0425
 KL0425.The orthometric height was determined by differential leveling
 KL0425.and adjusted by the National Geodetic Survey in June 1991..
 KL0425
 KL0425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KL0425
 KL0425.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0425
 KL0425.The ellipsoidal height was determined by GPS observations
 KL0425.and is referenced to NAD 83.
 KL0425
 KL0425.The geoid height was determined by GEOID03.
 KL0425
 KL0425.The dynamic height is computed by dividing the NAVD 88
 KL0425.geopotential number by the normal gravity value computed on the
 KL0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0425.degrees latitude (g = 980.6199 gals.).
 KL0425
 KL0425.The modeled gravity was interpolated from observed gravity values.
 KL0425
 KL0425;                    North         East     Units Scale Factor Converg.
 KL0425;SPC CO C     -   513,954.099   812,070.581   MT  0.99999258   -0 45 09.5
 KL0425;SPC CO C     - 1,686,197.74  2,664,268.23   sFT  0.99999258   -0 45 09.5
 KL0425;UTM  13      - 4,397,092.673   354,843.050   MT  0.99985941   -1 04 55.6
 KL0425
 KL0425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0425!SPC CO C     -   0.99967129  x   0.99999258  =   0.99966387
 KL0425!UTM  13      -   0.99967129  x   0.99985941  =   0.99953075
 KL0425
 KL0425                          SUPERSEDED SURVEY CONTROL
 KL0425
 KL0425  ELLIP H (03/05/99) 2095.91   (m)                       GP(       ) 4 2
 KL0425  NGVD 29 (??/??/92) 2107.867  (m)         6915.56   (f) ADJ UNCH    2 0
 KL0425
 KL0425.Superseded values are not recommended for survey control.
 KL0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0425.See file dsdata.txt to determine how the superseded data were derived.
 KL0425
 KL0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD5484397093(NAD 83)
 KL0425_MARKER: DB = BENCH MARK DISK
 KL0425_SETTING: 80 = SET IN A BOULDER
 KL0425_SP_SET: BOULDER
 KL0425_STAMPING: L 269
 KL0425_MARK LOGO: CGS   
 KL0425_PROJECTION: FLUSH
 KL0425_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0425+STABILITY: SURFACE MOTION
 KL0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KL0425+SATELLITE: SATELLITE OBSERVATIONS - October 09, 1998
 KL0425
 KL0425  HISTORY     - Date     Condition        Report By
 KL0425  HISTORY     - 1938     MONUMENTED       CGS
 KL0425  HISTORY     - 19981009 GOOD             MSI
 KL0425
 KL0425                          STATION DESCRIPTION
 KL0425
 KL0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KL0425'1.3 MI W FROM WOLCOTT.
 KL0425'1.3 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KL0425'WOLCOTT, EAGLE COUNTY, 200 FEET SOUTHEAST OF BRIDGE 320.30 OVER EAGLE
 KL0425'RIVER, 99 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 1 FOOT NORTH OF
 KL0425'THE RIGHT-OF-WAY FENCE, AND IN THE TOP OF THE NORTH END OF A FLAT
 KL0425'8-BY-12-FOOT GRANITE BOULDER.  A STANDARD DISK, STAMPED L 269 1938.
 KL0425
 KL0425                          STATION RECOVERY (1998)
 KL0425
 KL0425'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1998 (PD)
 KL0425'RECOVERED AS DESCRIBED  REVISED TO REACH AS FOLLOWS -  TO REACH THE
 KL0425'STATION FROM EASTBOUND INTERSTATE 70, TAKE EXIT 157 (WOLCOTT) AND TURN
 KL0425'LEFT ON TO COLORADO 131.  PROCEED NORTH ON COLORADO 131 FOR 0.25 MI
 KL0425'(0.40 KM) TO THE INTERSECTION WITH US HIGHWAY 6.  TURN LEFT ON US
 KL0425'HIGHWAY 6 AND COLORADO 131 AND PROCEED WEST FOR 0.4 MI (0.6 KM) TO THE
 KL0425'INTERSECTION WHERE COLORADO 131 HEADS NORTH AND US HIGHWAY 6 HEADS
 KL0425'WEST (DOWNTOWN WOLCOTT) .  CONTINUE WEST ON US HIGHWAY 6 FOR 1.3 MI
 KL0425'(2.1 KM) TO DIRT ROAD ON THE RIGHT. PROCEED NORTH ALONG DIRT ROAD FOR
 KL0425'0.1 MI (0.2 KM) TO STATION ON THE LEFT IN THE TOP OF LARGE BOULDER
 KL0425'THE STATION IS THE CENTER OF A BENCHMARK DISK LOCATED IN THE CENTER OF
 KL0425'A LARGE BOULDER .  THE STATION IS 27 FT (8.2 M) SOUTH FROM THE
 KL0425'CENTERLINE OF DIRT ROAD, 99 FT (30.2 M) SOUTH OF THE CENTERLINE OF
 KL0425'RAILROAD TRACK, AND 4 FT (1.2 M) SOUTH OF A WITNESS POST.  SET ON TOP
 KL0425'OF A LARGE GRANITE BOULDER, APPROXIMATELY 1.5 FT (0.5 M) ABOVE LEVEL
 KL0425'OF DIRT ROAD
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0331 ***********************************************************************
 LM0331  DESIGNATION -  L 27
 LM0331  PID         -  LM0331
 LM0331  STATE/COUNTY-  CO/MOFFAT
 LM0331  USGS QUAD   -  MC INTURF MESA (1973)
 LM0331
 LM0331                         *CURRENT SURVEY CONTROL
 LM0331  ___________________________________________________________________
 LM0331* NAD 83(1992)-  40 40 46.42319(N)    107 28 25.49721(W)     ADJUSTED  
 LM0331* NAVD 88     -      1956.092  (meters)    6417.61   (feet)  ADJUSTED  
 LM0331  ___________________________________________________________________
 LM0331  X           -  -1,454,902.713 (meters)                     COMP
 LM0331  Y           -  -4,621,744.348 (meters)                     COMP
 LM0331  Z           -   4,136,767.454 (meters)                     COMP
 LM0331  LAPLACE CORR-           8.29  (seconds)                    DEFLEC99
 LM0331  ELLIP HEIGHT-        1941.71  (meters)          (10/21/02) GPS OBS
 LM0331  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 LM0331  DYNAMIC HT  -        1954.205 (meters)    6411.42  (feet)  COMP
 LM0331  MODELED GRAV-     979,591.3   (mgal)                       NAVD 88
 LM0331
 LM0331  HORZ ORDER  -  FIRST
 LM0331  VERT ORDER  -  FIRST     CLASS II
 LM0331  ELLP ORDER  -  FIFTH     CLASS I
 LM0331
 LM0331.The horizontal coordinates were established by GPS observations
 LM0331.and adjusted by the National Geodetic Survey in January 1996..
 LM0331
 LM0331.The orthometric height was determined by differential leveling
 LM0331.and adjusted by the National Geodetic Survey in June 1991..
 LM0331.WARNING-GPS observations at this control monument resulted in a GPS
 LM0331.derived orthometric height which differed from the leveled height by
 LM0331.more than one decimeter (0.1 meter).
 LM0331
 LM0331.Photographs are available for this station.
 LM0331
 LM0331.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LM0331
 LM0331.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0331
 LM0331.The ellipsoidal height was determined by GPS observations
 LM0331.and is referenced to NAD 83.
 LM0331
 LM0331.The geoid height was determined by GEOID03.
 LM0331
 LM0331.The dynamic height is computed by dividing the NAVD 88
 LM0331.geopotential number by the normal gravity value computed on the
 LM0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0331.degrees latitude (g = 980.6199 gals.).
 LM0331
 LM0331.The modeled gravity was interpolated from observed gravity values.
 LM0331
 LM0331;                    North         East     Units Scale Factor Converg.
 LM0331;SPC CO N     -   456,134.048   747,554.751   MT  0.99998481   -1 16 31.1
 LM0331;SPC CO N     - 1,496,499.79  2,452,602.55   sFT  0.99998481   -1 16 31.1
 LM0331;UTM  13      - 4,506,129.147   290,939.709   MT  1.00013800   -1 36 47.0
 LM0331
 LM0331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0331!SPC CO N     -   0.99969550  x   0.99998481  =   0.99968032
 LM0331!UTM  13      -   0.99969550  x   1.00013800  =   0.99983346
 LM0331
 LM0331                          SUPERSEDED SURVEY CONTROL
 LM0331
 LM0331  ELLIP H (01/16/96) 1941.77   (m)                       GP(       ) 1 1
 LM0331  NAVD 88 (06/30/00) 1956.09   (m)         6417.6    (f) LEVELING    3  
 LM0331  NGVD 29 (??/??/92) 1954.824  (m)         6413.45   (f) ADJ UNCH    1 2
 LM0331
 LM0331.Superseded values are not recommended for survey control.
 LM0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0331.See file dsdata.txt to determine how the superseded data were derived.
 LM0331
 LM0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF9094006129(NAD 83)
 LM0331_MARKER: DB = BENCH MARK DISK
 LM0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0331_STAMPING: L 27 1933
 LM0331_MARK LOGO: CGS   
 LM0331_MAGNETIC: N = NO MAGNETIC MATERIAL
 LM0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0331+STABILITY: SURFACE MOTION
 LM0331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LM0331+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2004
 LM0331
 LM0331  HISTORY     - Date     Condition        Report By
 LM0331  HISTORY     - 1933     MONUMENTED       CGS
 LM0331  HISTORY     - 19950614 GOOD             CODOT
 LM0331  HISTORY     - 19990518 GOOD             MSAM
 LM0331  HISTORY     - 20040918 GOOD             INDIV
 LM0331
 LM0331                          STATION DESCRIPTION
 LM0331
 LM0331'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LM0331'14.5 MI N FROM CRAIG.
 LM0331'14.5 MILES NORTH ALONG THE CRAIG-BAGGS ROAD FROM THE INTERSECTION OF
 LM0331'VICTORY WAY AND YAMPA AVENUE AT CRAIG, ABOUT 0.2 MILE SOUTH OF A
 LM0331'2-STORY HOUSE EAST OF THE ROAD, AT A RISE, ABOUT 198 FEET NORTH OF A
 LM0331'CONCRETE CULVERT, AND 40 FEET WEST OF THE CENTER LINE OF THE ROAD AND
 LM0331'SET IN THE TOP OF A CONCRETE POST.
 LM0331
 LM0331                          STATION RECOVERY (1995)
 LM0331
 LM0331'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (LJ)
 LM0331'THE STATION IS LOCATED ABOUT 27 MI (43.5 KM) SOUTH OF BAGGS, WYOMING
 LM0331'AND 13 MI (20.9 KM) NORTH OF CRAIG, COLORADO, IN THE SOUTHEAST 1/4 OF
 LM0331'SECTION 3, T 8 N, R 90 W, AT COLORADO HIGHWAY 13 MILEPOST 103.2.
 LM0331'OWNERSHIP--UNKNOWN. TO REACH THE STATION FROM THE INTERSECTION OF
 LM0331'STATE HIGHWAY 13 NORTH AND U. S. HIGHWAY 40 IN CRAIG, GO NORTH ON
 LM0331'STATE HIGHWAY 13 NORTH FOR 13.3 MI (21.4 KM) TO THE STATION ON THE
 LM0331'LEFT. THE STATION IS A STANDARD SQUARE CONCRETE POST 20 CM ON A SIDE,
 LM0331'FLUSH WITH THE GROUND.  IT IS 36.1 M (118.4 FT) WEST OF THE CENTER
 LM0331'LINE OF STATE HIGHWAY 13, 20.8 M (68.2 FT) WEST OF THE WESTERN
 LM0331'RIGHT-OF-WAY FENCE, 0.3 M (1.0 FT) EAST OF A WITNESS POST AND ABOUT
 LM0331'0.1 MI (0.2 KM) SOUTH-SOUTHWEST OF A PRIVATE DRIVE MARKED BY A SIGN
 LM0331'--43637 WISDOM--.
 LM0331
 LM0331                          STATION RECOVERY (1999)
 LM0331
 LM0331'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 LM0331'RECOVERED AS DESCRIBED.
 LM0331
 LM0331                          STATION RECOVERY (2004)
 LM0331
 LM0331'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (PO)
 LM0331'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0044 ***********************************************************************
 KK0044  DESIGNATION -  L 27
 KK0044  PID         -  KK0044
 KK0044  STATE/COUNTY-  CO/ADAMS
 KK0044  USGS QUAD   -  SUNNYDALE (1978)
 KK0044
 KK0044                         *CURRENT SURVEY CONTROL
 KK0044  ___________________________________________________________________
 KK0044* NAD 83(1986)-  39 55 35.     (N)    104 24 51.     (W)     SCALED    
 KK0044* NAVD 88     -      1558.757  (meters)    5114.02   (feet)  ADJUSTED  
 KK0044  ___________________________________________________________________
 KK0044  GEOID HEIGHT-         -18.47  (meters)                     GEOID03
 KK0044  DYNAMIC HT  -        1557.357 (meters)    5109.43  (feet)  COMP
 KK0044  MODELED GRAV-     979,673.0   (mgal)                       NAVD 88
 KK0044
 KK0044  VERT ORDER  -  SECOND    CLASS 0
 KK0044
 KK0044.The horizontal coordinates were scaled from a topographic map and have
 KK0044.an estimated accuracy of +/- 6 seconds.
 KK0044
 KK0044.The orthometric height was determined by differential leveling
 KK0044.and adjusted by the National Geodetic Survey in June 1991..
 KK0044
 KK0044.The geoid height was determined by GEOID03.
 KK0044
 KK0044.The dynamic height is computed by dividing the NAVD 88
 KK0044.geopotential number by the normal gravity value computed on the
 KK0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0044.degrees latitude (g = 980.6199 gals.).
 KK0044
 KK0044.The modeled gravity was interpolated from observed gravity values.
 KK0044
 KK0044;                    North         East    Units  Estimated Accuracy
 KK0044;SPC CO N     -   371,220.    1,007,220.      MT  (+/- 180 meters Scaled)
 KK0044
 KK0044                          SUPERSEDED SURVEY CONTROL
 KK0044
 KK0044  NGVD 29 (??/??/92) 1557.903  (m)         5111.22   (f) ADJ UNCH    2 0
 KK0044
 KK0044.Superseded values are not recommended for survey control.
 KK0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0044.See file dsdata.txt to determine how the superseded data were derived.
 KK0044
 KK0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE500197(NAD 83)
 KK0044_MARKER: DB = BENCH MARK DISK
 KK0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0044_STAMPING: L 27 1941
 KK0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0044+STABILITY: SURFACE MOTION
 KK0044
 KK0044  HISTORY     - Date     Condition        Report By
 KK0044  HISTORY     - 1941     MONUMENTED       USGS
 KK0044  HISTORY     - 1952     GOOD             NGS
 KK0044
 KK0044                          STATION DESCRIPTION
 KK0044
 KK0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KK0044'10.2 MI S FROM PROSPECT VALLEY.
 KK0044'10.15 MILES SOUTH ALONG STATE HIGHWAY 79 FROM ITS INTERSECTION
 KK0044'WITH STATE HIGHWAY 52 AT PROSPECT VALLEY, 39 FEET WEST OF THE
 KK0044'CENTER LINE OF THE HIGHWAY, 29 FEET SOUTH OF THE CENTER LINE
 KK0044'OF A DIRT ROAD, 1.1 FEET NORTHWEST OF A POWER POLE, 1.2 FEET
 KK0044'EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 KK0044'WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0060 ***********************************************************************
 KJ0060  DESIGNATION -  L 270
 KJ0060  PID         -  KJ0060
 KJ0060  STATE/COUNTY-  CO/KIT CARSON
 KJ0060  USGS QUAD   -  BURLINGTON (1984)
 KJ0060
 KJ0060                         *CURRENT SURVEY CONTROL
 KJ0060  ___________________________________________________________________
 KJ0060* NAD 83(1992)-  39 21 33.43886(N)    102 15 34.22814(W)     ADJUSTED  
 KJ0060* NAVD 88     -      1249.068  (meters)    4097.98   (feet)  ADJUSTED  
 KJ0060  ___________________________________________________________________
 KJ0060  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 KJ0060  GEOID HEIGHT-         -22.95  (meters)                     GEOID03
 KJ0060  DYNAMIC HT  -        1247.981 (meters)    4094.42  (feet)  COMP
 KJ0060  MODELED GRAV-     979,713.5   (mgal)                       NAVD 88
 KJ0060
 KJ0060  HORZ ORDER  -  THIRD
 KJ0060  VERT ORDER  -  FIRST     CLASS II
 KJ0060
 KJ0060.The horizontal coordinates were established by classical geodetic methods
 KJ0060.and adjusted by the National Geodetic Survey in January 1993..
 KJ0060.No horizontal observational check was made to the station.
 KJ0060
 KJ0060.The orthometric height was determined by differential leveling
 KJ0060.and adjusted by the National Geodetic Survey in June 1991..
 KJ0060
 KJ0060.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0060
 KJ0060.The geoid height was determined by GEOID03.
 KJ0060
 KJ0060.The dynamic height is computed by dividing the NAVD 88
 KJ0060.geopotential number by the normal gravity value computed on the
 KJ0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0060.degrees latitude (g = 980.6199 gals.).
 KJ0060
 KJ0060.The modeled gravity was interpolated from observed gravity values.
 KJ0060
 KJ0060;                    North         East     Units Scale Factor Converg.
 KJ0060;SPC CO C     -   479,174.472 1,193,614.525   MT  0.99994604   +2 02 37.5
 KJ0060;SPC CO C     - 1,572,091.58  3,916,050.32   sFT  0.99994604   +2 02 37.5
 KJ0060;UTM  13      - 4,360,231.067   736,117.013   MT  1.00028649   +1 44 19.6
 KJ0060
 KJ0060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0060!SPC CO C     -   0.99980767  x   0.99994604  =   0.99975372
 KJ0060!UTM  13      -   0.99980767  x   1.00028649  =   1.00009411
 KJ0060
 KJ0060                          SUPERSEDED SURVEY CONTROL
 KJ0060
 KJ0060  NAD 83(1986)-  39 21 33.43668(N)    102 15 34.22655(W) AD(       ) 3
 KJ0060  NAD 27      -  39 21 33.45306(N)    102 15 32.54232(W) AD(       ) 3
 KJ0060  NGVD 29 (??/??/92) 1248.548  (m)         4096.28   (f) ADJ UNCH    1 2
 KJ0060
 KJ0060.Superseded values are not recommended for survey control.
 KJ0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0060.See file dsdata.txt to determine how the superseded data were derived.
 KJ0060
 KJ0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD3611760231(NAD 83)
 KJ0060_MARKER: DB = BENCH MARK DISK
 KJ0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0060_STAMPING: L 270 1941
 KJ0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0060+STABILITY: SURFACE MOTION
 KJ0060
 KJ0060  HISTORY     - Date     Condition        Report By
 KJ0060  HISTORY     - 1941     MONUMENTED       CGS
 KJ0060
 KJ0060                          STATION DESCRIPTION
 KJ0060
 KJ0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KJ0060'4.5 MI N FROM BURLINGTON.
 KJ0060'4.5 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE COUNTY COURTHOUSE
 KJ0060'AT BURLINGTON, 64 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION
 KJ0060'OF A ROAD LEADING EAST, 55 FEET EAST OF THE CENTERLINE OF THE
 KJ0060'HIGHWAY, 33 FEET NORTH OF THE CENTERLINE OF THE ROAD, 6 FEET NORTHEAST
 KJ0060'OF A FENCE CORNER, 5 FEET EAST OF THE FENCE, 3.5 FEET NORTH OF A LONE
 KJ0060'POLE IN THE FENCE LINE, 2.8 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 KJ0060'AND 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 KJ0060'L 270 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 KJ0060'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0529 ***********************************************************************
 JJ0529  DESIGNATION -  L 271
 JJ0529  PID         -  JJ0529
 JJ0529  STATE/COUNTY-  CO/CROWLEY
 JJ0529  USGS QUAD   -  LAKE HENRY (1978)
 JJ0529
 JJ0529                         *CURRENT SURVEY CONTROL
 JJ0529  ___________________________________________________________________
 JJ0529* NAD 83(1986)-  38 22 10.     (N)    103 43 25.     (W)     SCALED    
 JJ0529* NAVD 88     -      1354.296  (meters)    4443.22   (feet)  ADJUSTED  
 JJ0529  ___________________________________________________________________
 JJ0529  GEOID HEIGHT-         -21.33  (meters)                     GEOID03
 JJ0529  DYNAMIC HT  -        1352.951 (meters)    4438.81  (feet)  COMP
 JJ0529  MODELED GRAV-     979,588.8   (mgal)                       NAVD 88
 JJ0529
 JJ0529  VERT ORDER  -  SECOND    CLASS 0
 JJ0529
 JJ0529.The horizontal coordinates were scaled from a topographic map and have
 JJ0529.an estimated accuracy of +/- 6 seconds.
 JJ0529
 JJ0529.The orthometric height was determined by differential leveling
 JJ0529.and adjusted by the National Geodetic Survey in June 1991..
 JJ0529
 JJ0529.The geoid height was determined by GEOID03.
 JJ0529
 JJ0529.The dynamic height is computed by dividing the NAVD 88
 JJ0529.geopotential number by the normal gravity value computed on the
 JJ0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0529.degrees latitude (g = 980.6199 gals.).
 JJ0529
 JJ0529.The modeled gravity was interpolated from observed gravity values.
 JJ0529
 JJ0529;                    North         East    Units  Estimated Accuracy
 JJ0529;SPC CO S     -   495,260.    1,069,630.      MT  (+/- 180 meters Scaled)
 JJ0529
 JJ0529                          SUPERSEDED SURVEY CONTROL
 JJ0529
 JJ0529  NGVD 29 (??/??/92) 1353.597  (m)         4440.93   (f) ADJ UNCH    2 0
 JJ0529
 JJ0529.Superseded values are not recommended for survey control.
 JJ0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0529.See file dsdata.txt to determine how the superseded data were derived.
 JJ0529
 JJ0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC115475(NAD 83)
 JJ0529_MARKER: DB = BENCH MARK DISK
 JJ0529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0529_STAMPING: L 271 1941
 JJ0529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0529+STABILITY: SURFACE MOTION
 JJ0529
 JJ0529  HISTORY     - Date     Condition        Report By
 JJ0529  HISTORY     - 1941     MONUMENTED       CGS
 JJ0529
 JJ0529                          STATION DESCRIPTION
 JJ0529
 JJ0529'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0529'11.5 MI N FROM ORDWAY.
 JJ0529'TO REACH FROM THE POST OFFICE AT ORDWAY-- GO 0.5 OF A MILE EAST ALONG
 JJ0529'HWY. 96 TO JCT. WITH HWY. 71, THENCE TURN LEFT, GO 11.0 MILES NORTH
 JJ0529'ALONG HWY. 71 TO SITE OF BENCH MARK.  BENCH MARK IS 0.4 OF A MILE
 JJ0529'NORTH OF A WOODEN BRIDGE, 150.0 FEET SOUTHWEST AND ACROSS THE ROAD
 JJ0529'FROM A FENCE CORNER, 10.0 FEET WEST OF A FENCE LINE, 57.0 FEET
 JJ0529'WEST OF AND APPROXIMATELY THE SAME ELEVATION AS THE CENTERLINE OF
 JJ0529'THE ROAD. A STD. DISK SET FLUSH AND HORIZONTALLY IN A CONCRETE
 JJ0529'POST, PROJECTING, 6.0 INCHES ABOVE THE GROUND, 4.0 FEET NORTH OF A
 JJ0529'WHITE, WOODEN, 4X4- INCH MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0556 ***********************************************************************
 JJ0556  DESIGNATION -  L 272
 JJ0556  PID         -  JJ0556
 JJ0556  STATE/COUNTY-  CO/CROWLEY
 JJ0556  USGS QUAD   -  SUGAR CITY (1976)
 JJ0556
 JJ0556                         *CURRENT SURVEY CONTROL
 JJ0556  ___________________________________________________________________
 JJ0556* NAD 83(1986)-  38 14 09.     (N)    103 39 07.     (W)     SCALED    
 JJ0556* NAVD 88     -      1308.380  (meters)    4292.58   (feet)  ADJUSTED  
 JJ0556  ___________________________________________________________________
 JJ0556  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 JJ0556  DYNAMIC HT  -        1307.070 (meters)    4288.28  (feet)  COMP
 JJ0556  MODELED GRAV-     979,583.2   (mgal)                       NAVD 88
 JJ0556
 JJ0556  VERT ORDER  -  SECOND    CLASS 0
 JJ0556
 JJ0556.The horizontal coordinates were scaled from a topographic map and have
 JJ0556.an estimated accuracy of +/- 6 seconds.
 JJ0556
 JJ0556.The orthometric height was determined by differential leveling
 JJ0556.and adjusted by the National Geodetic Survey in June 1991..
 JJ0556
 JJ0556.The geoid height was determined by GEOID03.
 JJ0556
 JJ0556.The dynamic height is computed by dividing the NAVD 88
 JJ0556.geopotential number by the normal gravity value computed on the
 JJ0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0556.degrees latitude (g = 980.6199 gals.).
 JJ0556
 JJ0556.The modeled gravity was interpolated from observed gravity values.
 JJ0556
 JJ0556;                    North         East    Units  Estimated Accuracy
 JJ0556;SPC CO S     -   480,560.    1,076,180.      MT  (+/- 180 meters Scaled)
 JJ0556
 JJ0556                          SUPERSEDED SURVEY CONTROL
 JJ0556
 JJ0556  NGVD 29 (??/??/92) 1307.704  (m)         4290.36   (f) ADJ UNCH    2 0
 JJ0556
 JJ0556.Superseded values are not recommended for survey control.
 JJ0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0556.See file dsdata.txt to determine how the superseded data were derived.
 JJ0556
 JJ0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC179328(NAD 83)
 JJ0556_MARKER: DB = BENCH MARK DISK
 JJ0556_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0556_SP_SET: CULVERT
 JJ0556_STAMPING: L 272 1941
 JJ0556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0556
 JJ0556  HISTORY     - Date     Condition        Report By
 JJ0556  HISTORY     - 1941     MONUMENTED       CGS
 JJ0556  HISTORY     - 1954     MARK NOT FOUND   USGS
 JJ0556
 JJ0556                          STATION DESCRIPTION
 JJ0556
 JJ0556'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JJ0556'5.4 MI E FROM ORDWAY.
 JJ0556'5.4 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 JJ0556'AT ORDWAY, CROWLEY COUNTY, 0.2 MILE EAST OF A ROAD CROSSING, 60 FEET
 JJ0556'EAST OF THE EAST END OF A ROW OF TREES, 25 FEET NORTH OF THE
 JJ0556'CENTERLINE OF STATE HIGHWAY 96, AT A CONCRETE CULVERT, IN THE TOP
 JJ0556'OF THE SOUTH HEADWALL, AND LEVEL WITH THE HIGHWAY.  A STANDARD DISK
 JJ0556'STAMPED L 272 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0016 ***********************************************************************
 HJ0016  DESIGNATION -  L 273
 HJ0016  PID         -  HJ0016
 HJ0016  STATE/COUNTY-  CO/BACA
 HJ0016  USGS QUAD   -  WALSH (1978)
 HJ0016
 HJ0016                         *CURRENT SURVEY CONTROL
 HJ0016  ___________________________________________________________________
 HJ0016* NAD 83(1986)-  37 23 35.     (N)    102 16 07.     (W)     SCALED    
 HJ0016* NAVD 88     -      1202.006  (meters)    3943.58   (feet)  ADJUSTED  
 HJ0016  ___________________________________________________________________
 HJ0016  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 HJ0016  DYNAMIC HT  -        1200.780 (meters)    3939.56  (feet)  COMP
 HJ0016  MODELED GRAV-     979,568.6   (mgal)                       NAVD 88
 HJ0016
 HJ0016  VERT ORDER  -  SECOND    CLASS 0
 HJ0016
 HJ0016.The horizontal coordinates were scaled from a topographic map and have
 HJ0016.an estimated accuracy of +/- 6 seconds.
 HJ0016
 HJ0016.The orthometric height was determined by differential leveling
 HJ0016.and adjusted by the National Geodetic Survey in June 1991..
 HJ0016
 HJ0016.The geoid height was determined by GEOID03.
 HJ0016
 HJ0016.The dynamic height is computed by dividing the NAVD 88
 HJ0016.geopotential number by the normal gravity value computed on the
 HJ0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0016.degrees latitude (g = 980.6199 gals.).
 HJ0016
 HJ0016.The modeled gravity was interpolated from observed gravity values.
 HJ0016
 HJ0016;                    North         East    Units  Estimated Accuracy
 HJ0016;SPC CO S     -   390,370.    1,200,480.      MT  (+/- 180 meters Scaled)
 HJ0016
 HJ0016                          SUPERSEDED SURVEY CONTROL
 HJ0016
 HJ0016  NGVD 29 (??/??/92) 1201.539  (m)         3942.05   (f) ADJ UNCH    2 0
 HJ0016
 HJ0016.Superseded values are not recommended for survey control.
 HJ0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0016.See file dsdata.txt to determine how the superseded data were derived.
 HJ0016
 HJ0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB417419(NAD 83)
 HJ0016_MARKER: DB = BENCH MARK DISK
 HJ0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0016_STAMPING: L 273 1941
 HJ0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0016+STABILITY: SURFACE MOTION
 HJ0016
 HJ0016  HISTORY     - Date     Condition        Report By
 HJ0016  HISTORY     - 1941     MONUMENTED       CGS
 HJ0016  HISTORY     - 1973     MARK NOT FOUND   NGS
 HJ0016
 HJ0016                          STATION DESCRIPTION
 HJ0016
 HJ0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HJ0016'0.5 MI E FROM WALSH.
 HJ0016'TO REACH BENCH MARK FROM THE WALSH RAILROAD STATION, GO 0.5 MILE
 HJ0016'EAST ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD TO SITE OF
 HJ0016'BENCH MARK.  BENCH MARK IS AT THE NORTHEAST CORNER OF OFFSET IN
 HJ0016'RIGHT OF WAY FENCE, ABOUT 300.0 FEET WEST OF MILE POLE 76, 77.0 FEET
 HJ0016'NORTH OF THE CENTER LINE OF STATE HIGHWAY 100, 47.0 FEET SOUTH OF
 HJ0016'AND ABOUT 2.0 FEET BELOW THE CENTERLINE OF THE RAILROAD TRACK, 12.0
 HJ0016'FEET SOUTHWEST OF THE SECOND POLE WEST OF MILE POLE, 3.0 FEET NORTH
 HJ0016'OF FENCE CORNER AND 3.0 FEET WEST OF A 4 X 4 INCH WOODEN MARKER POST.
 HJ0016'THE MONUMENT PROJECTS 0.7 FOOT.
 HJ0016
 HJ0016                          STATION RECOVERY (1973)
 HJ0016
 HJ0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HJ0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0175 ***********************************************************************
 JJ0175  DESIGNATION -  L 274
 JJ0175  PID         -  JJ0175
 JJ0175  STATE/COUNTY-  CO/BENT
 JJ0175  USGS QUAD   -  HASTY (1979)
 JJ0175
 JJ0175                         *CURRENT SURVEY CONTROL
 JJ0175  ___________________________________________________________________
 JJ0175* NAD 83(1986)-  38 02 52.     (N)    102 57 15.     (W)     SCALED    
 JJ0175* NAVD 88     -      1180.726  (meters)    3873.77   (feet)  POSTED    
 JJ0175  ___________________________________________________________________
 JJ0175  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 JJ0175  DYNAMIC HT  -        1179.590 (meters)    3870.04  (feet)  COMP
 JJ0175  MODELED GRAV-     979,622.5   (mgal)                       NAVD 88
 JJ0175
 JJ0175  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JJ0175
 JJ0175.The horizontal coordinates were scaled from a topographic map and have
 JJ0175.an estimated accuracy of +/- 6 seconds.
 JJ0175
 JJ0175.The orthometric height was determined by differential leveling
 JJ0175.and adjusted by the National Geodetic Survey in 1992..
 JJ0175.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JJ0175.rate of 0.0 thru 1.0 mm/km.
 JJ0175
 JJ0175.The geoid height was determined by GEOID03.
 JJ0175
 JJ0175.The dynamic height is computed by dividing the NAVD 88
 JJ0175.geopotential number by the normal gravity value computed on the
 JJ0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0175.degrees latitude (g = 980.6199 gals.).
 JJ0175
 JJ0175.The modeled gravity was interpolated from observed gravity values.
 JJ0175
 JJ0175;                    North         East    Units  Estimated Accuracy
 JJ0175;SPC CO S     -   461,130.    1,137,830.      MT  (+/- 180 meters Scaled)
 JJ0175
 JJ0175                          SUPERSEDED SURVEY CONTROL
 JJ0175
 JJ0175  NGVD 29 (??/??/92) 1180.163  (m)         3871.92   (f) ADJ UNCH    1 2
 JJ0175
 JJ0175.Superseded values are not recommended for survey control.
 JJ0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0175.See file dsdata.txt to determine how the superseded data were derived.
 JJ0175
 JJ0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC795130(NAD 83)
 JJ0175_MARKER: DB = BENCH MARK DISK
 JJ0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0175_STAMPING: L 274 1941
 JJ0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0175+STABILITY: SURFACE MOTION
 JJ0175
 JJ0175  HISTORY     - Date     Condition        Report By
 JJ0175  HISTORY     - 1941     MONUMENTED       CGS
 JJ0175  HISTORY     - 1951     GOOD             NGS
 JJ0175  HISTORY     - 1983     MARK NOT FOUND   LOCENG
 JJ0175
 JJ0175                          STATION DESCRIPTION
 JJ0175
 JJ0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JJ0175'0.5 MI E FROM CADDOA.
 JJ0175'0.5 MILE EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JJ0175'FROM THE STATION AT CADDOA, AT THE EAST END OF A SIDING, 150 FEET
 JJ0175'NORTHWEST OF MILEPOST 521, 100 FEET WEST OF A SWITCH STAND, 83
 JJ0175'FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, 12 FEET SOUTHWEST
 JJ0175'OF A GUYED POLE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND
 JJ0175'ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED
 JJ0175'L 274 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTNG 0.5
 JJ0175'FOOT ABOVE GROUND.
 JJ0175
 JJ0175                          STATION RECOVERY (1983)
 JJ0175
 JJ0175'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983
 JJ0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0254 ***********************************************************************
 KL0254  DESIGNATION -  L 276
 KL0254  PID         -  KL0254
 KL0254  STATE/COUNTY-  CO/LAKE
 KL0254  USGS QUAD   -  HOMESTAKE RESERVOIR (1994)
 KL0254
 KL0254                         *CURRENT SURVEY CONTROL
 KL0254  ___________________________________________________________________
 KL0254* NAD 83(1986)-  39 16 00.     (N)    106 23 03.     (W)     SCALED    
 KL0254* NAVD 88     -      3034.879  (meters)    9956.93   (feet)  ADJUSTED  
 KL0254  ___________________________________________________________________
 KL0254  GEOID HEIGHT-         -12.97  (meters)                     GEOID03
 KL0254  DYNAMIC HT  -        3030.876 (meters)    9943.80  (feet)  COMP
 KL0254  MODELED GRAV-     979,197.6   (mgal)                       NAVD 88
 KL0254
 KL0254  VERT ORDER  -  SECOND    CLASS 0
 KL0254
 KL0254.The horizontal coordinates were scaled from a topographic map and have
 KL0254.an estimated accuracy of +/- 6 seconds.
 KL0254
 KL0254.The orthometric height was determined by differential leveling
 KL0254.and adjusted by the National Geodetic Survey in June 1991..
 KL0254
 KL0254.The geoid height was determined by GEOID03.
 KL0254
 KL0254.The dynamic height is computed by dividing the NAVD 88
 KL0254.geopotential number by the normal gravity value computed on the
 KL0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0254.degrees latitude (g = 980.6199 gals.).
 KL0254
 KL0254.The modeled gravity was interpolated from observed gravity values.
 KL0254
 KL0254;                    North         East    Units  Estimated Accuracy
 KL0254;SPC CO C     -   464,280.      838,100.      MT  (+/- 180 meters Scaled)
 KL0254
 KL0254                          SUPERSEDED SURVEY CONTROL
 KL0254
 KL0254  NGVD 29 (??/??/92) 3033.124  (m)         9951.17   (f) ADJ UNCH    2 0
 KL0254
 KL0254.Superseded values are not recommended for survey control.
 KL0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0254.See file dsdata.txt to determine how the superseded data were derived.
 KL0254
 KL0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD805472(NAD 83)
 KL0254_MARKER: DB = BENCH MARK DISK
 KL0254_SETTING: 80 = SET IN A BOULDER
 KL0254_SP_SET: BOULDER
 KL0254_STAMPING: L 276 1951
 KL0254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0254+STABILITY: SURFACE MOTION
 KL0254
 KL0254  HISTORY     - Date     Condition        Report By
 KL0254  HISTORY     - 1951     MONUMENTED       CGS
 KL0254  HISTORY     - 1959     GOOD             DOD
 KL0254
 KL0254                          STATION DESCRIPTION
 KL0254
 KL0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0254'6.1 MI SW FROM LEADVILLE.
 KL0254'0.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE AT
 KL0254'LEADVILLE, THENCE 6.0 MILES SOUTHWEST ALONG STATE HIGHWAY 104, 4.8
 KL0254'MILES NORTHEAST OF THE SOUTHEAST ENTRANCE TO THE CARLTON TUNNEL, ON
 KL0254'THE NORTH SLOPE OF A MOUNTAIN, 17 FEET SOUTH OF THE CENTER LINE OF THE
 KL0254'HIGHWAY, SET VERTICALLY IN THE NORTH FACE OF A 14X16 FOOT GRANITE
 KL0254'BOULDER, 1 FOOT ABOVE THE GROUND.
 KL0254
 KL0254                          STATION RECOVERY (1959)
 KL0254
 KL0254'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0393 ***********************************************************************
 KL0393  DESIGNATION -  L 277
 KL0393  PID         -  KL0393
 KL0393  STATE/COUNTY-  CO/PITKIN
 KL0393  USGS QUAD   -  NAST (1994)
 KL0393
 KL0393                         *CURRENT SURVEY CONTROL
 KL0393  ___________________________________________________________________
 KL0393* NAD 83(1986)-  39 18 03.     (N)    106 35 59.     (W)     SCALED    
 KL0393* NAVD 88     -      2765.834  (meters)    9074.24   (feet)  ADJUSTED  
 KL0393  ___________________________________________________________________
 KL0393  GEOID HEIGHT-         -12.87  (meters)                     GEOID03
 KL0393  DYNAMIC HT  -        2761.863 (meters)    9061.21  (feet)  COMP
 KL0393  MODELED GRAV-     979,094.9   (mgal)                       NAVD 88
 KL0393
 KL0393  VERT ORDER  -  SECOND    CLASS 0
 KL0393
 KL0393.The horizontal coordinates were scaled from a topographic map and have
 KL0393.an estimated accuracy of +/- 6 seconds.
 KL0393
 KL0393.The orthometric height was determined by differential leveling
 KL0393.and adjusted by the National Geodetic Survey in June 1991..
 KL0393
 KL0393.The geoid height was determined by GEOID03.
 KL0393
 KL0393.The dynamic height is computed by dividing the NAVD 88
 KL0393.geopotential number by the normal gravity value computed on the
 KL0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0393.degrees latitude (g = 980.6199 gals.).
 KL0393
 KL0393.The modeled gravity was interpolated from observed gravity values.
 KL0393
 KL0393;                    North         East    Units  Estimated Accuracy
 KL0393;SPC CO C     -   468,280.      819,550.      MT  (+/- 180 meters Scaled)
 KL0393
 KL0393                          SUPERSEDED SURVEY CONTROL
 KL0393
 KL0393  NGVD 29 (??/??/92) 2763.683  (m)         9067.18   (f) ADJ UNCH    2 0
 KL0393
 KL0393.Superseded values are not recommended for survey control.
 KL0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0393.See file dsdata.txt to determine how the superseded data were derived.
 KL0393
 KL0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD620513(NAD 83)
 KL0393_MARKER: DB = BENCH MARK DISK
 KL0393_SETTING: 80 = SET IN A BOULDER
 KL0393_SP_SET: BOULDER
 KL0393_STAMPING: L 277 1951
 KL0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0393+STABILITY: SURFACE MOTION
 KL0393
 KL0393  HISTORY     - Date     Condition        Report By
 KL0393  HISTORY     - 1951     MONUMENTED       CGS
 KL0393  HISTORY     - 1959     GOOD             DOD
 KL0393
 KL0393                          STATION DESCRIPTION
 KL0393
 KL0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0393'7.2 MI SE FROM THOMASVILLE.
 KL0393'7.2 MILES SOUTHEAST ALONG STATE HIGHWAY 104 FROM ITS JUNCTION WITH
 KL0393'STATE HIGHWAY 307 AT THOMASVILLE, 81 FEET NORTHEAST OF THE CENTER OF
 KL0393'THE NORTHEAST ENTRANCE TO THE IVANHOE RESORT, 25 FEET NORTH OF THE
 KL0393'CENTER LINE OF THE HIGHWAY, 12 FEET EAST OF THE CENTER OF A DRAINAGE
 KL0393'DITCH, AT THE SOUTHEAST CORNER OF A CLEARING, SET IN THE TOP OF THE
 KL0393'CENTER OF A 10X10 FOOT GRANITE BOULDER, FLUSH WITH THE GROUND.
 KL0393
 KL0393                          STATION RECOVERY (1959)
 KL0393
 KL0393'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0393'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0366 ***********************************************************************
 KL0366  DESIGNATION -  L 278
 KL0366  PID         -  KL0366
 KL0366  STATE/COUNTY-  CO/EAGLE
 KL0366  USGS QUAD   -  TONER RESERVOIR (1987)
 KL0366
 KL0366                         *CURRENT SURVEY CONTROL
 KL0366  ___________________________________________________________________
 KL0366* NAD 83(1986)-  39 22 41.     (N)    106 58 24.     (W)     SCALED    
 KL0366* NAVD 88     -      2108.483  (meters)    6917.58   (feet)  ADJUSTED  
 KL0366  ___________________________________________________________________
 KL0366  GEOID HEIGHT-         -14.00  (meters)                     GEOID03
 KL0366  DYNAMIC HT  -        2105.838 (meters)    6908.90  (feet)  COMP
 KL0366  MODELED GRAV-     979,300.4   (mgal)                       NAVD 88
 KL0366
 KL0366  VERT ORDER  -  SECOND    CLASS 0
 KL0366
 KL0366.The horizontal coordinates were scaled from a topographic map and have
 KL0366.an estimated accuracy of +/- 6 seconds.
 KL0366
 KL0366.The orthometric height was determined by differential leveling
 KL0366.and adjusted by the National Geodetic Survey in June 1991..
 KL0366
 KL0366.The geoid height was determined by GEOID03.
 KL0366
 KL0366.The dynamic height is computed by dividing the NAVD 88
 KL0366.geopotential number by the normal gravity value computed on the
 KL0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0366.degrees latitude (g = 980.6199 gals.).
 KL0366
 KL0366.The modeled gravity was interpolated from observed gravity values.
 KL0366
 KL0366;                    North         East    Units  Estimated Accuracy
 KL0366;SPC CO C     -   477,310.      787,470.      MT  (+/- 180 meters Scaled)
 KL0366
 KL0366                          SUPERSEDED SURVEY CONTROL
 KL0366
 KL0366  NGVD 29 (??/??/92) 2106.792  (m)         6912.03   (f) ADJ UNCH    2 0
 KL0366
 KL0366.Superseded values are not recommended for survey control.
 KL0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0366.See file dsdata.txt to determine how the superseded data were derived.
 KL0366
 KL0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD300605(NAD 83)
 KL0366_MARKER: DB = BENCH MARK DISK
 KL0366_SETTING: 66 = SET IN ROCK OUTCROP
 KL0366_SP_SET: ROCK LEDGE
 KL0366_STAMPING: L 278 1951
 KL0366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0366+STABILITY: POSITION/ELEVATION WELL
 KL0366
 KL0366  HISTORY     - Date     Condition        Report By
 KL0366  HISTORY     - 1951     MONUMENTED       CGS
 KL0366
 KL0366                          STATION DESCRIPTION
 KL0366
 KL0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0366'3.8 MI SE FROM BASALT.
 KL0366'3.8 MILES SOUTHEAST ALONG STATE HIGHWAY 104 FROM ITS JUNCTION WITH
 KL0366'STATE HIGHWAY 82 AT BASALT, 0.2 MILE WEST OF A SMALL WOODEN BRIDGE, 65
 KL0366'FEET NORTHWEST OF A TELEPHONE POLE, AT AN OFFSET IN A ROCK CLIFF, 38
 KL0366'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET ABOVE THE
 KL0366'LEVEL OF THE HIGHWAY, SET VERTICALLY IN THE SOUTHEAST FACE OF A ROCK
 KL0366'LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0458 ***********************************************************************
 KL0458  DESIGNATION -  L 279
 KL0458  PID         -  KL0458
 KL0458  STATE/COUNTY-  CO/EAGLE
 KL0458  USGS QUAD   -  CROOKED CREEK PASS (1987)
 KL0458
 KL0458                         *CURRENT SURVEY CONTROL
 KL0458  ___________________________________________________________________
 KL0458* NAD 83(1986)-  39 27 44.     (N)    106 42 54.     (W)     SCALED    
 KL0458* NAVD 88     -      2733.501  (meters)    8968.16   (feet)  ADJUSTED  
 KL0458  ___________________________________________________________________
 KL0458  GEOID HEIGHT-         -12.92  (meters)                     GEOID03
 KL0458  DYNAMIC HT  -        2729.916 (meters)    8956.40  (feet)  COMP
 KL0458  MODELED GRAV-     979,218.0   (mgal)                       NAVD 88
 KL0458
 KL0458  VERT ORDER  -  SECOND    CLASS 0
 KL0458
 KL0458.The horizontal coordinates were scaled from a topographic map and have
 KL0458.an estimated accuracy of +/- 6 seconds.
 KL0458
 KL0458.The orthometric height was determined by differential leveling
 KL0458.and adjusted by the National Geodetic Survey in June 1991..
 KL0458
 KL0458.The geoid height was determined by GEOID03.
 KL0458
 KL0458.The dynamic height is computed by dividing the NAVD 88
 KL0458.geopotential number by the normal gravity value computed on the
 KL0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0458.degrees latitude (g = 980.6199 gals.).
 KL0458
 KL0458.The modeled gravity was interpolated from observed gravity values.
 KL0458
 KL0458;                    North         East    Units  Estimated Accuracy
 KL0458;SPC CO C     -   486,320.      809,850.      MT  (+/- 180 meters Scaled)
 KL0458
 KL0458                          SUPERSEDED SURVEY CONTROL
 KL0458
 KL0458  NGVD 29 (??/??/92) 2731.691  (m)         8962.22   (f) ADJ UNCH    2 0
 KL0458
 KL0458.Superseded values are not recommended for survey control.
 KL0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0458.See file dsdata.txt to determine how the superseded data were derived.
 KL0458
 KL0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD524694(NAD 83)
 KL0458_MARKER: DB = BENCH MARK DISK
 KL0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0458_STAMPING: L 279 1951
 KL0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0458+STABILITY: SURFACE MOTION
 KL0458
 KL0458  HISTORY     - Date     Condition        Report By
 KL0458  HISTORY     - 1951     MONUMENTED       CGS
 KL0458  HISTORY     - 1959     GOOD             DOD
 KL0458
 KL0458                          STATION DESCRIPTION
 KL0458
 KL0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0458'13.8 MI N FROM THOMASVILLE.
 KL0458'13.8 MILES NORTH ALONG STATE HIGHWAY 307 FROM ITS JUNCTION WITH STATE
 KL0458'HIGHWAY 104 AT THOMASVILLE, 70 FEET EAST OF THE NORTH END OF A 20 INCH
 KL0458'PIPE CULVERT, 110 YARDS EAST OF A LONE 24 INCH PINE TREE, 49 FEET
 KL0458'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ON THE OUTSIDE OF A CURVE
 KL0458'IN THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1.0
 KL0458'FOOT ABOVE THE GROUND.
 KL0458
 KL0458                          STATION RECOVERY (1959)
 KL0458
 KL0458'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0234 ***********************************************************************
 LM0234  DESIGNATION -  L 28
 LM0234  PID         -  LM0234
 LM0234  STATE/COUNTY-  CO/ROUTT
 LM0234  USGS QUAD   -  STEAMBOAT SPRINGS (1969)
 LM0234
 LM0234                         *CURRENT SURVEY CONTROL
 LM0234  ___________________________________________________________________
 LM0234* NAD 83(1986)-  40 29 35.     (N)    106 51 05.     (W)     SCALED    
 LM0234* NAVD 88     -      2034.069  (meters)    6673.44   (feet)  ADJUSTED  
 LM0234  ___________________________________________________________________
 LM0234  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 LM0234  DYNAMIC HT  -        2032.091 (meters)    6666.95  (feet)  COMP
 LM0234  MODELED GRAV-     979,580.2   (mgal)                       NAVD 88
 LM0234
 LM0234  VERT ORDER  -  FIRST     CLASS II
 LM0234
 LM0234.The horizontal coordinates were scaled from a topographic map and have
 LM0234.an estimated accuracy of +/- 6 seconds.
 LM0234
 LM0234.The orthometric height was determined by differential leveling
 LM0234.and adjusted by the National Geodetic Survey in June 1991..
 LM0234
 LM0234.The geoid height was determined by GEOID03.
 LM0234
 LM0234.The dynamic height is computed by dividing the NAVD 88
 LM0234.geopotential number by the normal gravity value computed on the
 LM0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0234.degrees latitude (g = 980.6199 gals.).
 LM0234
 LM0234.The modeled gravity was interpolated from observed gravity values.
 LM0234
 LM0234;                    North         East    Units  Estimated Accuracy
 LM0234;SPC CO N     -   434,440.      799,840.      MT  (+/- 180 meters Scaled)
 LM0234
 LM0234                          SUPERSEDED SURVEY CONTROL
 LM0234
 LM0234  NGVD 29 (??/??/92) 2032.828  (m)         6669.37   (f) ADJ UNCH    1 2
 LM0234
 LM0234.Superseded values are not recommended for survey control.
 LM0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0234.See file dsdata.txt to determine how the superseded data were derived.
 LM0234
 LM0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE431841(NAD 83)
 LM0234_MARKER: DB = BENCH MARK DISK
 LM0234_SETTING: 0 = UNSPECIFIED SETTING
 LM0234_STAMPING: L 28 1933
 LM0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0234
 LM0234  HISTORY     - Date     Condition        Report By
 LM0234  HISTORY     - 1933     MONUMENTED       CGS
 LM0234
 LM0234                          STATION DESCRIPTION
 LM0234
 LM0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LM0234'0.5 MI W FROM STEAMBOAT SPRINGS.
 LM0234'ONE HALF MILE WEST ALONG THE DENVER AND SALT LAKE RAILWAY FROM THE
 LM0234'STATION AT STEAMBOAT SPRINGS, AT A ROAD CROSSING, 42 FEET SOUTH OF THE
 LM0234'SOUTH RAIL OF THE MAIN TRACK, AND 27 FEET WEST OF THE CENTER LINE OF
 LM0234'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0094 ***********************************************************************
 KL0094  DESIGNATION -  L 281
 KL0094  PID         -  KL0094
 KL0094  STATE/COUNTY-  CO/EAGLE
 KL0094  USGS QUAD   -  RED CLIFF (1987)
 KL0094
 KL0094                         *CURRENT SURVEY CONTROL
 KL0094  ___________________________________________________________________
 KL0094* NAD 83(1986)-  39 37 28.     (N)    106 16 38.     (W)     SCALED    
 KL0094* NAVD 88     -      2679.567  (meters)    8791.21   (feet)  ADJUSTED  
 KL0094  ___________________________________________________________________
 KL0094  GEOID HEIGHT-         -12.38  (meters)                     GEOID03
 KL0094  DYNAMIC HT  -        2676.300 (meters)    8780.49  (feet)  COMP
 KL0094  MODELED GRAV-     979,310.9   (mgal)                       NAVD 88
 KL0094
 KL0094  VERT ORDER  -  SECOND    CLASS 0
 KL0094
 KL0094.The horizontal coordinates were scaled from a topographic map and have
 KL0094.an estimated accuracy of +/- 6 seconds.
 KL0094
 KL0094.The orthometric height was determined by differential leveling
 KL0094.and adjusted by the National Geodetic Survey in June 1991..
 KL0094
 KL0094.The geoid height was determined by GEOID03.
 KL0094
 KL0094.The dynamic height is computed by dividing the NAVD 88
 KL0094.geopotential number by the normal gravity value computed on the
 KL0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0094.degrees latitude (g = 980.6199 gals.).
 KL0094
 KL0094.The modeled gravity was interpolated from observed gravity values.
 KL0094
 KL0094;                    North         East    Units  Estimated Accuracy
 KL0094;SPC CO C     -   503,920.      847,670.      MT  (+/- 180 meters Scaled)
 KL0094
 KL0094                          SUPERSEDED SURVEY CONTROL
 KL0094
 KL0094  NGVD 29 (??/??/92) 2677.948  (m)         8785.90   (f) ADJ UNCH    2 0
 KL0094
 KL0094.Superseded values are not recommended for survey control.
 KL0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0094.See file dsdata.txt to determine how the superseded data were derived.
 KL0094
 KL0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD903868(NAD 83)
 KL0094_MARKER: DB = BENCH MARK DISK
 KL0094_SETTING: 66 = SET IN ROCK OUTCROP
 KL0094_SP_SET: LIMESTONE ROCK
 KL0094_STAMPING: L 281 1951
 KL0094_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0094+STABILITY: POSITION/ELEVATION WELL
 KL0094
 KL0094  HISTORY     - Date     Condition        Report By
 KL0094  HISTORY     - 1951     MONUMENTED       CGS
 KL0094  HISTORY     - 1959     GOOD             DOD
 KL0094
 KL0094                          STATION DESCRIPTION
 KL0094
 KL0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0094'12.9 MI NE FROM MINTURN.
 KL0094'1.9 MILES NORTHWEST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE AT
 KL0094'MINTURN, THENCE 11.0 MILES EAST ALONG U.S. HIGHWAY 6, 81 FEET WEST OF
 KL0094'A LARGE SANDSTONE ROCK FORMATION, 54 FEET WEST OF THE CENTER LINE OF
 KL0094'THE HIGHWAY, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, 5 FEET ABOVE
 KL0094'THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A LARGE LIMESTONE ROCK
 KL0094'WHICH IS FLUSH WITH THE GROUND.  NOTE-- THE MARK IS 55 FEET
 KL0094'WEST-SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 6 AND IS 6.5 FEET
 KL0094'HIGHER.  28 FEET EAST-NORTHEAST OF THE EDGE OF A BLUFF, AND 0.1 FOOT
 KL0094'LOWER.
 KL0094
 KL0094                          STATION RECOVERY (1959)
 KL0094
 KL0094'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0147 ***********************************************************************
 KL0147  DESIGNATION -  L 282
 KL0147  PID         -  KL0147
 KL0147  STATE/COUNTY-  CO/SUMMIT
 KL0147  USGS QUAD   -  COPPER MOUNTAIN (1987)
 KL0147
 KL0147                         *CURRENT SURVEY CONTROL
 KL0147  ___________________________________________________________________
 KL0147* NAD 83(1986)-  39 29 37.     (N)    106 08 10.     (W)     SCALED    
 KL0147* NAVD 88     -      2987.830  (meters)    9802.57   (feet)  ADJUSTED  
 KL0147  ___________________________________________________________________
 KL0147  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 KL0147  DYNAMIC HT  -        2983.948 (meters)    9789.84  (feet)  COMP
 KL0147  MODELED GRAV-     979,219.2   (mgal)                       NAVD 88
 KL0147
 KL0147  VERT ORDER  -  FIRST     CLASS II
 KL0147
 KL0147.The horizontal coordinates were scaled from a topographic map and have
 KL0147.an estimated accuracy of +/- 6 seconds.
 KL0147
 KL0147.The orthometric height was determined by differential leveling
 KL0147.and adjusted by the National Geodetic Survey in November 2003..
 KL0147
 KL0147.The geoid height was determined by GEOID03.
 KL0147
 KL0147.The dynamic height is computed by dividing the NAVD 88
 KL0147.geopotential number by the normal gravity value computed on the
 KL0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0147.degrees latitude (g = 980.6199 gals.).
 KL0147
 KL0147.The modeled gravity was interpolated from observed gravity values.
 KL0147
 KL0147;                    North         East    Units  Estimated Accuracy
 KL0147;SPC CO C     -   489,300.      859,690.      MT  (+/- 180 meters Scaled)
 KL0147
 KL0147                          SUPERSEDED SURVEY CONTROL
 KL0147
 KL0147  NAVD 88 (06/15/91) 2987.856  (m)         9802.66   (f) UNKNOWN     1 2
 KL0147  NGVD 29 (??/??/92) 2986.083  (m)         9796.84   (f) ADJ UNCH    1 2
 KL0147
 KL0147.Superseded values are not recommended for survey control.
 KL0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0147.See file dsdata.txt to determine how the superseded data were derived.
 KL0147
 KL0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD023721(NAD 83)
 KL0147_MARKER: DB = BENCH MARK DISK
 KL0147_SETTING: 80 = SET IN A BOULDER
 KL0147_SP_SET: BOULDER
 KL0147_STAMPING: L 282 1951
 KL0147_MARK LOGO: CGS   
 KL0147_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0147+STABILITY: SURFACE MOTION
 KL0147_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KL0147+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2001
 KL0147
 KL0147  HISTORY     - Date     Condition        Report By
 KL0147  HISTORY     - 1951     MONUMENTED       CGS
 KL0147  HISTORY     - 1970     GOOD             NGS
 KL0147  HISTORY     - 20010711 GOOD             NGS
 KL0147
 KL0147                          STATION DESCRIPTION
 KL0147
 KL0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0147'10.2 MI SW FROM DILLON.
 KL0147'9.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 6 FROM ITS JUNCTION WITH STATE
 KL0147'HIGHWAY 9 AT DILLON, THENCE 0.9 MILE SOUTHWEST ALONG STATE HIGHWAY 91,
 KL0147'0.2 MILE SOUTH OF THE MARTIN TRAIL WHICH LEADS NORTHEAST, 51 FEET
 KL0147'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.8 FOOT ABOVE THE
 KL0147'GROUND, SET IN THE TOP OF THE CENTER OF A LARGE GRANITE BOULDER.
 KL0147
 KL0147                          STATION RECOVERY (1970)
 KL0147
 KL0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 KL0147'RECOVERED IN GOOD CONDITION.
 KL0147
 KL0147                          STATION RECOVERY (2001)
 KL0147
 KL0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 KL0147'THE STATION IS LOCATED 2.0 MI NORTHEAST OF COPPER MOUNTAIN, 1.0 MI
 KL0147'SOUTH-SOUTHEAST OF
 KL0147'THE EXIT 195, COPPER MOUNTAIN-LEADVILLE EXIT, AT INTERSTATE 70 AND
 KL0147'0.75 MI SOUTHEAST OF
 KL0147'THE TOWN OF COPPER MOUNTAIN, IN THE SOUTHWEST 1/4 OF SECTION 29, T 6
 KL0147'S, R 78 W, AT STATE
 KL0147'HIGHWAY 91 MILEPOST 21.5. OWNERSHIP--COLORADO DEPAT. OF TRANSPORTATION
 KL0147'RIGHT-OF-WAY.
 KL0147' 
 KL0147'TO REACH THE STATION FROM THE ENTRANCE TO COPPER MOUNTAIN SKI RESORT
 KL0147'ON STATE
 KL0147'HIGHWAY 91, GO SOUTH-SOUTHEAST ON STATE HIGHWAY 91 FOR 0.8 MI TO THE
 KL0147'STATION ON THE
 KL0147'LEFT.
 KL0147' 
 KL0147'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF A
 KL0147'GRANITE BOULDER, 0.8 M BY
 KL0147'0.5 M BY 0.1 M HIGH. IT IS 18.1 M EAST-NORTHEAST FROM THE CENTER LINE
 KL0147'OF STATE HIGHWAY 91,
 KL0147'12.5 M EAST FROM A --55-MPH SPEED LIMIT-- SIGN, 1.5 M WEST FROM A
 KL0147'WITNESS POST AND ABOUT 30
 KL0147'CM BELOW THE HIGHWAY.
 KL0147' 
 KL0147'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0316 ***********************************************************************
 KL0316  DESIGNATION -  L 283
 KL0316  PID         -  KL0316
 KL0316  STATE/COUNTY-  CO/PITKIN
 KL0316  USGS QUAD   -  HOMESTAKE RESERVOIR (1994)
 KL0316
 KL0316                         *CURRENT SURVEY CONTROL
 KL0316  ___________________________________________________________________
 KL0316* NAD 83(1986)-  39 15 14.     (N)    106 29 48.     (W)     SCALED    
 KL0316* NAVD 88     -      3493.551  (meters)   11461.76   (feet)  ADJUSTED  
 KL0316  ___________________________________________________________________
 KL0316  GEOID HEIGHT-         -12.87  (meters)                     GEOID03
 KL0316  DYNAMIC HT  -        3488.450 (meters)   11445.02  (feet)  COMP
 KL0316  MODELED GRAV-     979,040.1   (mgal)                       NAVD 88
 KL0316
 KL0316  VERT ORDER  -  SECOND    CLASS 0
 KL0316
 KL0316.The horizontal coordinates were scaled from a topographic map and have
 KL0316.an estimated accuracy of +/- 6 seconds.
 KL0316
 KL0316.The orthometric height was determined by differential leveling
 KL0316.and adjusted by the National Geodetic Survey in June 1991..
 KL0316
 KL0316.The geoid height was determined by GEOID03.
 KL0316
 KL0316.The dynamic height is computed by dividing the NAVD 88
 KL0316.geopotential number by the normal gravity value computed on the
 KL0316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0316.degrees latitude (g = 980.6199 gals.).
 KL0316
 KL0316.The modeled gravity was interpolated from observed gravity values.
 KL0316
 KL0316;                    North         East    Units  Estimated Accuracy
 KL0316;SPC CO C     -   462,970.      828,380.      MT  (+/- 180 meters Scaled)
 KL0316
 KL0316                          SUPERSEDED SURVEY CONTROL
 KL0316
 KL0316  NGVD 29 (??/??/92) 3491.408  (m)        11454.73   (f) ADJ UNCH    2 0
 KL0316
 KL0316.Superseded values are not recommended for survey control.
 KL0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0316.See file dsdata.txt to determine how the superseded data were derived.
 KL0316
 KL0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD708460(NAD 83)
 KL0316_MARKER: DB = BENCH MARK DISK
 KL0316_SETTING: 80 = SET IN A BOULDER
 KL0316_SP_SET: BOULDER
 KL0316_STAMPING: L 283 1951
 KL0316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0316+STABILITY: SURFACE MOTION
 KL0316
 KL0316  HISTORY     - Date     Condition        Report By
 KL0316  HISTORY     - 1951     MONUMENTED       CGS
 KL0316  HISTORY     - 1959     GOOD             DOD
 KL0316
 KL0316                          STATION DESCRIPTION
 KL0316
 KL0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0316'22.9 MI SE FROM THOMASVILLE.
 KL0316'20.5 MILES SOUTHEAST ALONG STATE HIGHWAY 104 FROM THE JUNCTION WITH
 KL0316'STATE HIGHWAY 307 AT THOMASVILLE TO THE NORTHWEST ENTRANCE TO THE
 KL0316'CARLTON TUNNEL, THENCE 0.4 MILE WEST AND UP THE MOUNTAIN TO THE OLD
 KL0316'ABANDONED RAILROAD BED, THENCE 2.0 MILES NORTHWEST ALONG THE OLD
 KL0316'RAILROAD BED WHICH LEADS SOUTHEAST TO THE OLD ABANDONED HAGERMAN
 KL0316'TUNNEL, 0.3 MILE WEST OF THE NORTHWEST ENTRANCE TO THE HAGERMAN
 KL0316'TUNNEL, 40 FEET NORTHWEST OF THE CENTER OF A 10X20 FOOT GRANITE
 KL0316'BOULDER, 28 FEET SOUTH OF THE CENTER LINE OF THE OLD RAILROAD BED, 27
 KL0316'FEET WEST OF A TELEPHONE POLE, SET IN THE TOP OF THE CENTER OF A 10X12
 KL0316'FOOT GRANITE BOULDER, 3 FEET ABOVE THE GROUND.
 KL0316
 KL0316                          STATION RECOVERY (1959)
 KL0316
 KL0316'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0199 ***********************************************************************
 KL0199  DESIGNATION -  L 284
 KL0199  PID         -  KL0199
 KL0199  STATE/COUNTY-  CO/LAKE
 KL0199  USGS QUAD   -  CLIMAX (1994)
 KL0199
 KL0199                         *CURRENT SURVEY CONTROL
 KL0199  ___________________________________________________________________
 KL0199* NAD 83(1986)-  39 16 07.     (N)    106 12 07.     (W)     SCALED    
 KL0199* NAVD 88     -      3631.296  (meters)   11913.68   (feet)  ADJUSTED  
 KL0199  ___________________________________________________________________
 KL0199  GEOID HEIGHT-         -12.86  (meters)                     GEOID03
 KL0199  DYNAMIC HT  -        3626.136 (meters)   11896.75  (feet)  COMP
 KL0199  MODELED GRAV-     979,072.3   (mgal)                       NAVD 88
 KL0199
 KL0199  VERT ORDER  -  SECOND    CLASS 0
 KL0199
 KL0199.The horizontal coordinates were scaled from a topographic map and have
 KL0199.an estimated accuracy of +/- 6 seconds.
 KL0199
 KL0199.The orthometric height was determined by differential leveling
 KL0199.and adjusted by the National Geodetic Survey in June 1991..
 KL0199
 KL0199.The geoid height was determined by GEOID03.
 KL0199
 KL0199.The dynamic height is computed by dividing the NAVD 88
 KL0199.geopotential number by the normal gravity value computed on the
 KL0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0199.degrees latitude (g = 980.6199 gals.).
 KL0199
 KL0199.The modeled gravity was interpolated from observed gravity values.
 KL0199
 KL0199;                    North         East    Units  Estimated Accuracy
 KL0199;SPC CO C     -   464,360.      853,830.      MT  (+/- 180 meters Scaled)
 KL0199
 KL0199                          SUPERSEDED SURVEY CONTROL
 KL0199
 KL0199  NGVD 29 (??/??/92) 3629.276  (m)        11907.05   (f) ADJ UNCH    2 0
 KL0199
 KL0199.Superseded values are not recommended for survey control.
 KL0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0199.See file dsdata.txt to determine how the superseded data were derived.
 KL0199
 KL0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD963472(NAD 83)
 KL0199_MARKER: DB = BENCH MARK DISK
 KL0199_SETTING: 80 = SET IN A BOULDER
 KL0199_SP_SET: BOULDER
 KL0199_STAMPING: L 284 1951
 KL0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0199+STABILITY: SURFACE MOTION
 KL0199
 KL0199  HISTORY     - Date     Condition        Report By
 KL0199  HISTORY     - 1951     MONUMENTED       CGS
 KL0199  HISTORY     - 1959     GOOD             DOD
 KL0199
 KL0199                          STATION DESCRIPTION
 KL0199
 KL0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0199'5.8 MI E FROM LEADVILLE.
 KL0199'0.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE AT
 KL0199'LEADVILLE, THENCE 5.7 MILES EAST ALONG STATE HIGHWAY 300, 0.15 MILE
 KL0199'EAST OF THE EAST EDGE OF THE TIMBER LINE, 60 FEET WEST OF THE WEST
 KL0199'EDGE OF A PILE OF MINE TAILINGS, 45 FEET SOUTH OF THE CENTER LINE OF
 KL0199'THE HIGHWAY, 42 FEET EAST OF A 6 INCH PEALED CEDAR POST, SET IN THE
 KL0199'TOP OF THE SOUTH SIDE OF A LARGE BOULDER, FLUSH WITH THE GROUND.
 KL0199
 KL0199                          STATION RECOVERY (1959)
 KL0199
 KL0199'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0683 ***********************************************************************
 JK0683  DESIGNATION -  L 285
 JK0683  PID         -  JK0683
 JK0683  STATE/COUNTY-  CO/FREMONT
 JK0683  USGS QUAD   -  CAMERON MOUNTAIN (1994)
 JK0683
 JK0683                         *CURRENT SURVEY CONTROL
 JK0683  ___________________________________________________________________
 JK0683* NAD 83(1986)-  38 38 42.     (N)    105 52 53.     (W)     SCALED    
 JK0683* NAVD 88     -      2866.009  (meters)    9402.90   (feet)  ADJUSTED  
 JK0683  ___________________________________________________________________
 JK0683  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 JK0683  DYNAMIC HT  -        2862.254 (meters)    9390.58  (feet)  COMP
 JK0683  MODELED GRAV-     979,213.7   (mgal)                       NAVD 88
 JK0683
 JK0683  VERT ORDER  -  SECOND    CLASS 0
 JK0683
 JK0683.The horizontal coordinates were scaled from a topographic map and have
 JK0683.an estimated accuracy of +/- 6 seconds.
 JK0683
 JK0683.The orthometric height was determined by differential leveling
 JK0683.and adjusted by the National Geodetic Survey in June 1991..
 JK0683
 JK0683.The geoid height was determined by GEOID03.
 JK0683
 JK0683.The dynamic height is computed by dividing the NAVD 88
 JK0683.geopotential number by the normal gravity value computed on the
 JK0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0683.degrees latitude (g = 980.6199 gals.).
 JK0683
 JK0683.The modeled gravity was interpolated from observed gravity values.
 JK0683
 JK0683;                    North         East    Units  Estimated Accuracy
 JK0683;SPC CO C     -   394,970.      881,200.      MT  (+/- 180 meters Scaled)
 JK0683
 JK0683                          SUPERSEDED SURVEY CONTROL
 JK0683
 JK0683  NGVD 29 (??/??/92) 2864.390  (m)         9397.59   (f) ADJ UNCH    2 0
 JK0683
 JK0683.Superseded values are not recommended for survey control.
 JK0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0683.See file dsdata.txt to determine how the superseded data were derived.
 JK0683
 JK0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC232777(NAD 83)
 JK0683_MARKER: DB = BENCH MARK DISK
 JK0683_SETTING: 66 = SET IN ROCK OUTCROP
 JK0683_SP_SET: GRANITE OUTCROP
 JK0683_STAMPING: L 285 1951
 JK0683_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0683+STABILITY: POSITION/ELEVATION WELL
 JK0683
 JK0683  HISTORY     - Date     Condition        Report By
 JK0683  HISTORY     - 1951     MONUMENTED       CGS
 JK0683
 JK0683                          STATION DESCRIPTION
 JK0683
 JK0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0683'14 MI NE FROM SALIDA.
 JK0683'1.0 MILE NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0683'RAILROAD FROM THE STATION AT SALIDA, THENCE 13.0 MILES NORTHEAST
 JK0683'ALONG THE UTE TRAIL, 200 YARDS WEST OF AN ABANDONED CABIN, 39
 JK0683'FEET NORTHWEST OF THE CENTER LINE OF THE UTE TRAIL, 21 FEET SOUTHEAST
 JK0683'OF A LONE 36 INCH PINE TREE, 1.5 FEET ABOVE THE GROUND, SET
 JK0683'IN THE TOP OF A GRANITE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0698 ***********************************************************************
 JK0698  DESIGNATION -  L 286
 JK0698  PID         -  JK0698
 JK0698  STATE/COUNTY-  CO/FREMONT
 JK0698  USGS QUAD   -  BLACK MOUNTAIN (1994)
 JK0698
 JK0698                         *CURRENT SURVEY CONTROL
 JK0698  ___________________________________________________________________
 JK0698* NAD 83(1986)-  38 39 22.     (N)    105 41 09.     (W)     SCALED    
 JK0698* NAVD 88     -      2759.642  (meters)    9053.93   (feet)  ADJUSTED  
 JK0698  ___________________________________________________________________
 JK0698  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 JK0698  DYNAMIC HT  -        2756.055 (meters)    9042.16  (feet)  COMP
 JK0698  MODELED GRAV-     979,228.1   (mgal)                       NAVD 88
 JK0698
 JK0698  VERT ORDER  -  SECOND    CLASS 0
 JK0698
 JK0698.The horizontal coordinates were scaled from a topographic map and have
 JK0698.an estimated accuracy of +/- 6 seconds.
 JK0698
 JK0698.The orthometric height was determined by differential leveling
 JK0698.and adjusted by the National Geodetic Survey in June 1991..
 JK0698
 JK0698.The geoid height was determined by GEOID03.
 JK0698
 JK0698.The dynamic height is computed by dividing the NAVD 88
 JK0698.geopotential number by the normal gravity value computed on the
 JK0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0698.degrees latitude (g = 980.6199 gals.).
 JK0698
 JK0698.The modeled gravity was interpolated from observed gravity values.
 JK0698
 JK0698;                    North         East    Units  Estimated Accuracy
 JK0698;SPC CO C     -   396,150.      898,230.      MT  (+/- 180 meters Scaled)
 JK0698
 JK0698                          SUPERSEDED SURVEY CONTROL
 JK0698
 JK0698  NGVD 29 (??/??/92) 2758.060  (m)         9048.74   (f) ADJ UNCH    2 0
 JK0698
 JK0698.Superseded values are not recommended for survey control.
 JK0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0698.See file dsdata.txt to determine how the superseded data were derived.
 JK0698
 JK0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC403788(NAD 83)
 JK0698_MARKER: DB = BENCH MARK DISK
 JK0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0698_STAMPING: L 286 1951
 JK0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0698+STABILITY: SURFACE MOTION
 JK0698
 JK0698  HISTORY     - Date     Condition        Report By
 JK0698  HISTORY     - 1951     MONUMENTED       CGS
 JK0698  HISTORY     - 1976     GOOD             USGS
 JK0698
 JK0698                          STATION DESCRIPTION
 JK0698
 JK0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0698'16.2 MI SW FROM GUFFEY.
 JK0698'1.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 JK0698'GUFFEY, THENCE 1.6 MILES NORTHWEST ALONG STATE HIGHWAY 9, THENCE
 JK0698'13.25 MILES SOUTHWEST ALONG A GRAVELED ROAD, 98 FEET EAST OF THE
 JK0698'CENTER LINE OF THE UTE TRAIL, 50 FEET SOUTHWEST OF A FENCE
 JK0698'CORNER, 21 FEET SOUTHEAST OF THE CENTER LINE OF A TRACK ROAD,
 JK0698'1.5 FEET NORTHWEST OF A FENCE, 3 FEET SOUTHWEST OF A WITNESS
 JK0698'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9
 JK0698'FOOT ABOVE THE GROUND.
 JK0698
 JK0698                          STATION RECOVERY (1976)
 JK0698
 JK0698'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JK0698'1.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT GUFFEY
 JK0698'THENCE 1.6 MILES NORTHWEST ALONG STATE HIGHWAY 9, THENCE 13.20 MILES
 JK0698'ALONG A GRAVELED ROAD, 15 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 JK0698'ABOUT 1450 FEET WEST OF A CATTLEGUARD, AT THE SOUTH EDGE OF THE ROAD.
 JK0698'4 FEET NORTHWEST OF A FENCE CORNER, AND 2.3 FEET LOWER THAN THE ROAD.
 JK0698'SET IN THE TOP OF A CONCRETE POST WHICH IS PARTLY COVERED BY RECENT
 JK0698'ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0454 ***********************************************************************
 JK0454  DESIGNATION -  L 287
 JK0454  PID         -  JK0454
 JK0454  STATE/COUNTY-  CO/FREMONT
 JK0454  USGS QUAD   -  COVER MOUNTAIN (1983)
 JK0454
 JK0454                         *CURRENT SURVEY CONTROL
 JK0454  ___________________________________________________________________
 JK0454* NAD 83(1986)-  38 40 38.     (N)    105 29 18.     (W)     SCALED    
 JK0454* NAVD 88     -      2472.116  (meters)    8110.60   (feet)  ADJUSTED  
 JK0454  ___________________________________________________________________
 JK0454  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 JK0454  DYNAMIC HT  -        2469.114 (meters)    8100.75  (feet)  COMP
 JK0454  MODELED GRAV-     979,324.1   (mgal)                       NAVD 88
 JK0454
 JK0454  VERT ORDER  -  SECOND    CLASS 0
 JK0454
 JK0454.The horizontal coordinates were scaled from a topographic map and have
 JK0454.an estimated accuracy of +/- 6 seconds.
 JK0454
 JK0454.The orthometric height was determined by differential leveling
 JK0454.and adjusted by the National Geodetic Survey in June 1991..
 JK0454
 JK0454.The geoid height was determined by GEOID03.
 JK0454
 JK0454.The dynamic height is computed by dividing the NAVD 88
 JK0454.geopotential number by the normal gravity value computed on the
 JK0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0454.degrees latitude (g = 980.6199 gals.).
 JK0454
 JK0454.The modeled gravity was interpolated from observed gravity values.
 JK0454
 JK0454;                    North         East    Units  Estimated Accuracy
 JK0454;SPC CO C     -   398,480.      915,420.      MT  (+/- 180 meters Scaled)
 JK0454
 JK0454                          SUPERSEDED SURVEY CONTROL
 JK0454
 JK0454  NGVD 29 (??/??/92) 2470.760  (m)         8106.15   (f) ADJ UNCH    2 0
 JK0454
 JK0454.Superseded values are not recommended for survey control.
 JK0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0454.See file dsdata.txt to determine how the superseded data were derived.
 JK0454
 JK0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC575810(NAD 83)
 JK0454_MARKER: DB = BENCH MARK DISK
 JK0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0454_STAMPING: L 287 1951
 JK0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0454+STABILITY: SURFACE MOTION
 JK0454
 JK0454  HISTORY     - Date     Condition        Report By
 JK0454  HISTORY     - 1951     MONUMENTED       CGS
 JK0454  HISTORY     - 1976     GOOD             USGS
 JK0454
 JK0454                          STATION DESCRIPTION
 JK0454
 JK0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0454'6.1 MI SE FROM GUFFEY.
 JK0454'1.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 JK0454'GUFFEY, THENCE 4.7 MILES SOUTHEAST ALONG STATE HIGHWAY 9, 0.3
 JK0454'MILE SOUTH OF A PRIVATE ROAD LEADING NORTH, 0.2 MILE NORTH OF A SMALL
 JK0454'WOODEN BRIDGE, 21 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 8 FEET
 JK0454'NORTH OF TWO 24 INCH ASPEN TREES, 1 FOOT EAST OF A FENCE, 3 FEET SOUTH
 JK0454'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 JK0454'0.7 FOOT ABOVE THE GROUND.
 JK0454
 JK0454                          STATION RECOVERY (1976)
 JK0454
 JK0454'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JK0454'GUFFEY, 1.4 MILES SOUTH OF ALONG A GRAVELED ROAD, THENCE 4.7 MILES
 JK0454'SOUTH ALONG STATE HIGHWAY 9, 0.25 MILES SOUTH OF SOME RANCH
 JK0454'BUILDINGS, 0.25 MILES NORTH OF A WOODEN BRIDGE ON THE OLD HIGHWAY,
 JK0454'230 FEET EAST OF THE HIGHWAY, 21 FEET WEST OF THE CENTERLINE OF THE
 JK0454'OLD HIGHWAY, 8 FEET NORTH OF 2 24 INCH COTTONWOOD TREES, 3 FEET SOUTH
 JK0454'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7
 JK0454'FEET ABOVE THE GROUND, A STANDARD TABLET STAMPED L-287 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0744 ***********************************************************************
 JK0744  DESIGNATION -  L 288
 JK0744  PID         -  JK0744
 JK0744  STATE/COUNTY-  CO/PARK
 JK0744  USGS QUAD   -  THIRTYNINE MILE MOUNTAIN (1984)
 JK0744
 JK0744                         *CURRENT SURVEY CONTROL
 JK0744  ___________________________________________________________________
 JK0744* NAD 83(1986)-  38 45 21.     (N)    105 33 12.     (W)     SCALED    
 JK0744* NAVD 88     -      2610.864  (meters)    8565.81   (feet)  ADJUSTED  
 JK0744  ___________________________________________________________________
 JK0744  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 JK0744  DYNAMIC HT  -        2607.630 (meters)    8555.20  (feet)  COMP
 JK0744  MODELED GRAV-     979,294.5   (mgal)                       NAVD 88
 JK0744
 JK0744  VERT ORDER  -  SECOND    CLASS 0
 JK0744
 JK0744.The horizontal coordinates were scaled from a topographic map and have
 JK0744.an estimated accuracy of +/- 6 seconds.
 JK0744
 JK0744.The orthometric height was determined by differential leveling
 JK0744.and adjusted by the National Geodetic Survey in June 1991..
 JK0744
 JK0744.The geoid height was determined by GEOID03.
 JK0744
 JK0744.The dynamic height is computed by dividing the NAVD 88
 JK0744.geopotential number by the normal gravity value computed on the
 JK0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0744.degrees latitude (g = 980.6199 gals.).
 JK0744
 JK0744.The modeled gravity was interpolated from observed gravity values.
 JK0744
 JK0744;                    North         East    Units  Estimated Accuracy
 JK0744;SPC CO C     -   407,210.      909,770.      MT  (+/- 180 meters Scaled)
 JK0744
 JK0744                          SUPERSEDED SURVEY CONTROL
 JK0744
 JK0744  NGVD 29 (??/??/92) 2609.435  (m)         8561.12   (f) ADJ UNCH    2 0
 JK0744
 JK0744.Superseded values are not recommended for survey control.
 JK0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0744.See file dsdata.txt to determine how the superseded data were derived.
 JK0744
 JK0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC519898(NAD 83)
 JK0744_MARKER: DB = BENCH MARK DISK
 JK0744_SETTING: 80 = SET IN A BOULDER
 JK0744_SP_SET: BOULDER
 JK0744_STAMPING: L 288 1951
 JK0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0744+STABILITY: SURFACE MOTION
 JK0744
 JK0744  HISTORY     - Date     Condition        Report By
 JK0744  HISTORY     - 1951     MONUMENTED       CGS
 JK0744
 JK0744                          STATION DESCRIPTION
 JK0744
 JK0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0744'3.6 MI NW FROM GUFFEY.
 JK0744'1.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 JK0744'GUFFEY, THENCE 2.25 MILES NORTHWEST ALONG STATE HIGHWAY 9, 0.65 MILE
 JK0744'NORTHWEST OF A GRAVELED ROAD LEADING SOUTH TO BLACK MOUNTAIN, 240
 JK0744'FEET NORTHWEST OF THE CENTER OF A WIRE GATE, 85 FEET SOUTHWEST OF
 JK0744'THE CENTER LINE OF THE HIGHWAY, 12 FEET NORTHEAST OF A FENCE, 0.6
 JK0744'FOOT ABOVE THE GROUND, SET IN THE TOP OF THE CENTER OF A 3X5 FOOT
 JK0744'GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0511 ***********************************************************************
 JK0511  DESIGNATION -  L 289
 JK0511  PID         -  JK0511
 JK0511  STATE/COUNTY-  CO/FREMONT
 JK0511  USGS QUAD   -  MC INTYRE HILLS (1980)
 JK0511
 JK0511                         *CURRENT SURVEY CONTROL
 JK0511  ___________________________________________________________________
 JK0511* NAD 83(1986)-  38 28 44.     (N)    105 25 39.     (W)     SCALED    
 JK0511* NAVD 88     -      1765.198  (meters)    5791.32   (feet)  ADJUSTED  
 JK0511  ___________________________________________________________________
 JK0511  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 JK0511  DYNAMIC HT  -        1763.215 (meters)    5784.81  (feet)  COMP
 JK0511  MODELED GRAV-     979,443.6   (mgal)                       NAVD 88
 JK0511
 JK0511  VERT ORDER  -  FIRST     CLASS II
 JK0511
 JK0511.The horizontal coordinates were scaled from a topographic map and have
 JK0511.an estimated accuracy of +/- 6 seconds.
 JK0511
 JK0511.The orthometric height was determined by differential leveling
 JK0511.and adjusted by the National Geodetic Survey in June 1991..
 JK0511
 JK0511.The geoid height was determined by GEOID03.
 JK0511
 JK0511.The dynamic height is computed by dividing the NAVD 88
 JK0511.geopotential number by the normal gravity value computed on the
 JK0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0511.degrees latitude (g = 980.6199 gals.).
 JK0511
 JK0511.The modeled gravity was interpolated from observed gravity values.
 JK0511
 JK0511;                    North         East    Units  Estimated Accuracy
 JK0511;SPC CO C     -   376,470.      920,730.      MT  (+/- 180 meters Scaled)
 JK0511
 JK0511                          SUPERSEDED SURVEY CONTROL
 JK0511
 JK0511  NGVD 29 (??/??/92) 1764.035  (m)         5787.50   (f) ADJ UNCH    1 2
 JK0511
 JK0511.Superseded values are not recommended for survey control.
 JK0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0511.See file dsdata.txt to determine how the superseded data were derived.
 JK0511
 JK0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC627590(NAD 83)
 JK0511_MARKER: DB = BENCH MARK DISK
 JK0511_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JK0511_SP_SET: ABUTMENT
 JK0511_STAMPING: L 289 1951
 JK0511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0511
 JK0511  HISTORY     - Date     Condition        Report By
 JK0511  HISTORY     - 1951     MONUMENTED       CGS
 JK0511  HISTORY     - 1953     GOOD             NGS
 JK0511  HISTORY     - 1979     GOOD             USGS
 JK0511
 JK0511                          STATION DESCRIPTION
 JK0511
 JK0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0511'1.6 MI SW FROM PARKDALE.
 JK0511'1.65 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0511'FROM THE STATION AT PARKDALE, 0.1 MILE EAST OF MILEPOST 173, 6.4 FEET
 JK0511'NORTHWEST OF THE NORTHWEST RAIL, SET IN THE TOP OF THE NORTHWEST
 JK0511'END OF THE NORTHEAST CONCRETE ABUTMENT OF BRIDGE 172.91.
 JK0511
 JK0511                          STATION RECOVERY (1979)
 JK0511
 JK0511'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JK0511'1.65 MILE SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0511'FROM THE SECTION HOUSE AT PARKDALE SIDING, 0.1 MILE EAST OF MILEPOST
 JK0511'173, 6.4 FEET NORTHWEST OF THE NORTHWEST RAIL, SET IN THE TOP OF THE
 JK0511'NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF BRIDGE 172.91.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0398 ***********************************************************************
 KL0398  DESIGNATION -  L 29
 KL0398  PID         -  KL0398
 KL0398  STATE/COUNTY-  CO/ROUTT
 KL0398  USGS QUAD   -  MC COY (1972)
 KL0398
 KL0398                         *CURRENT SURVEY CONTROL
 KL0398  ___________________________________________________________________
 KL0398* NAD 83(1986)-  39 57 00.     (N)    106 42 31.     (W)     SCALED    
 KL0398* NAVD 88     -      2262.993  (meters)    7424.50   (feet)  ADJUSTED  
 KL0398  ___________________________________________________________________
 KL0398  GEOID HEIGHT-         -12.92  (meters)                     GEOID03
 KL0398  DYNAMIC HT  -        2260.537 (meters)    7416.45  (feet)  COMP
 KL0398  MODELED GRAV-     979,460.0   (mgal)                       NAVD 88
 KL0398
 KL0398  VERT ORDER  -  FIRST     CLASS II
 KL0398
 KL0398.The horizontal coordinates were scaled from a topographic map and have
 KL0398.an estimated accuracy of +/- 6 seconds.
 KL0398
 KL0398.The orthometric height was determined by differential leveling
 KL0398.and adjusted by the National Geodetic Survey in June 1991..
 KL0398
 KL0398.The geoid height was determined by GEOID03.
 KL0398
 KL0398.The dynamic height is computed by dividing the NAVD 88
 KL0398.geopotential number by the normal gravity value computed on the
 KL0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0398.degrees latitude (g = 980.6199 gals.).
 KL0398
 KL0398.The modeled gravity was interpolated from observed gravity values.
 KL0398
 KL0398;                    North         East    Units  Estimated Accuracy
 KL0398;SPC CO N     -   373,970.      811,130.      MT  (+/- 180 meters Scaled)
 KL0398
 KL0398                          SUPERSEDED SURVEY CONTROL
 KL0398
 KL0398  NGVD 29 (??/??/92) 2261.604  (m)         7419.95   (f) ADJ UNCH    1 2
 KL0398
 KL0398.Superseded values are not recommended for survey control.
 KL0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0398.See file dsdata.txt to determine how the superseded data were derived.
 KL0398
 KL0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCE540236(NAD 83)
 KL0398_MARKER: DB = BENCH MARK DISK
 KL0398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0398+STABILITY: SURFACE MOTION
 KL0398
 KL0398  HISTORY     - Date     Condition        Report By
 KL0398  HISTORY     - UNK      MONUMENTED       CGS
 KL0398  HISTORY     - 1933     GOOD             NGS
 KL0398
 KL0398                          STATION DESCRIPTION
 KL0398
 KL0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KL0398'1.75 MI N FROM MCCOY.
 KL0398'ON RIGHT OF WAY OF DENVER AND SALT LAKE RAILWAY.  1.73 MILES NORTH OF
 KL0398'MCCOY STATION.  AT A FARM ROAD CROSSING.  IT IS AT MILE POST 136.10 OR
 KL0398'4 1/2 TELEPHONE POLES NORTH OF MILE POST 136.  45 FT. EAST OF NEAREST
 KL0398'RAIL OF TRACK.  17 FT. NORTH OF FARM ROAD.  26 FT. 6 IN. WEST OF
 KL0398'CENTER OF MCCOY-VOLCANO ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0395 ***********************************************************************
 JK0395  DESIGNATION -  L 290
 JK0395  PID         -  JK0395
 JK0395  STATE/COUNTY-  CO/PARK
 JK0395  USGS QUAD   -  WRIGHTS RESERVOIR (1994)
 JK0395
 JK0395                         *CURRENT SURVEY CONTROL
 JK0395  ___________________________________________________________________
 JK0395* NAD 83(1986)-  38 46 05.     (N)    105 20 09.     (W)     SCALED    
 JK0395* NAVD 88     -      2493.312  (meters)    8180.14   (feet)  ADJUSTED  
 JK0395  ___________________________________________________________________
 JK0395  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 JK0395  DYNAMIC HT  -        2490.333 (meters)    8170.37  (feet)  COMP
 JK0395  MODELED GRAV-     979,342.5   (mgal)                       NAVD 88
 JK0395
 JK0395  VERT ORDER  -  SECOND    CLASS 0
 JK0395
 JK0395.The horizontal coordinates were scaled from a topographic map and have
 JK0395.an estimated accuracy of +/- 6 seconds.
 JK0395
 JK0395.The orthometric height was determined by differential leveling
 JK0395.and adjusted by the National Geodetic Survey in June 1991..
 JK0395
 JK0395.The geoid height was determined by GEOID03.
 JK0395
 JK0395.The dynamic height is computed by dividing the NAVD 88
 JK0395.geopotential number by the normal gravity value computed on the
 JK0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0395.degrees latitude (g = 980.6199 gals.).
 JK0395
 JK0395.The modeled gravity was interpolated from observed gravity values.
 JK0395
 JK0395;                    North         East    Units  Estimated Accuracy
 JK0395;SPC CO C     -   408,570.      928,670.      MT  (+/- 180 meters Scaled)
 JK0395
 JK0395                          SUPERSEDED SURVEY CONTROL
 JK0395
 JK0395  NGVD 29 (??/??/92) 2492.006  (m)         8175.86   (f) ADJ UNCH    2 0
 JK0395
 JK0395.Superseded values are not recommended for survey control.
 JK0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0395.See file dsdata.txt to determine how the superseded data were derived.
 JK0395
 JK0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC708910(NAD 83)
 JK0395_MARKER: DB = BENCH MARK DISK
 JK0395_SETTING: 80 = SET IN A BOULDER
 JK0395_SP_SET: BOULDER
 JK0395_STAMPING: L 290 1951
 JK0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0395+STABILITY: SURFACE MOTION
 JK0395
 JK0395  HISTORY     - Date     Condition        Report By
 JK0395  HISTORY     - 1951     MONUMENTED       CGS
 JK0395  HISTORY     - 1959     GOOD             NGS
 JK0395  HISTORY     - 1976     GOOD             USGS
 JK0395
 JK0395                          STATION DESCRIPTION
 JK0395
 JK0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 JK0395'12 MI NE FROM GUFFEY.
 JK0395'12.05 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE POST OFFICE
 JK0395'AT GUFFEY, 52 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 48
 JK0395'FEET EAST OF A TELEPHONE POLE, 17 FEET NORTHWEST OF A 24 INCH PINE
 JK0395'TREE, 13 FEET ABOVE THE LEVEL OF THE ROAD, 1 FOOT ABOVE THE GROUND,
 JK0395'SET IN THE TOP OF A 3X5 FOOT GRANITE BOULDER.
 JK0395'NOTE-- MARK IS 100 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 JK0395
 JK0395                          STATION RECOVERY (1976)
 JK0395
 JK0395'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JK0395'GUFFEY, 12.05 MILES NORTHEAST OF ALONG A GRAVELED ROAD, 210 FT
 JK0395'SOUTHEAST OF ROAD AT A CREST, 125 FT SOUTHWEST OF C/L ROAD, 16 FT
 JK0395'NORTHWEST OF A FORKED 24 INCH PINE, SET IN THE TOP OF THE WEST END OF
 JK0395'A GRANITE OUTCROP. A STANDARD TABLET STAMPED L 290 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0424 ***********************************************************************
 JK0424  DESIGNATION -  L 291
 JK0424  PID         -  JK0424
 JK0424  STATE/COUNTY-  CO/TELLER
 JK0424  USGS QUAD   -  BIG BULL MOUNTAIN (1994)
 JK0424
 JK0424                         *CURRENT SURVEY CONTROL
 JK0424  ___________________________________________________________________
 JK0424* NAD 83(1986)-  38 44 14.     (N)    105 03 52.     (W)     SCALED    
 JK0424* NAVD 88     -      2956.716  (meters)    9700.49   (feet)  ADJUSTED  
 JK0424  ___________________________________________________________________
 JK0424  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 JK0424  DYNAMIC HT  -        2952.997 (meters)    9688.29  (feet)  COMP
 JK0424  MODELED GRAV-     979,261.1   (mgal)                       NAVD 88
 JK0424
 JK0424  VERT ORDER  -  SECOND    CLASS 0
 JK0424
 JK0424.The horizontal coordinates were scaled from a topographic map and have
 JK0424.an estimated accuracy of +/- 6 seconds.
 JK0424
 JK0424.The orthometric height was determined by differential leveling
 JK0424.and adjusted by the National Geodetic Survey in June 1991..
 JK0424
 JK0424.The geoid height was determined by GEOID03.
 JK0424
 JK0424.The dynamic height is computed by dividing the NAVD 88
 JK0424.geopotential number by the normal gravity value computed on the
 JK0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0424.degrees latitude (g = 980.6199 gals.).
 JK0424
 JK0424.The modeled gravity was interpolated from observed gravity values.
 JK0424
 JK0424;                    North         East    Units  Estimated Accuracy
 JK0424;SPC CO C     -   405,230.      952,270.      MT  (+/- 180 meters Scaled)
 JK0424
 JK0424                          SUPERSEDED SURVEY CONTROL
 JK0424
 JK0424  NGVD 29 (??/??/92) 2955.337  (m)         9695.97   (f) ADJ UNCH    2 0
 JK0424
 JK0424.Superseded values are not recommended for survey control.
 JK0424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0424.See file dsdata.txt to determine how the superseded data were derived.
 JK0424
 JK0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC943876(NAD 83)
 JK0424_MARKER: DB = BENCH MARK DISK
 JK0424_SETTING: 80 = SET IN A BOULDER
 JK0424_SP_SET: BOULDER
 JK0424_STAMPING: L 291 1951
 JK0424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0424+STABILITY: SURFACE MOTION
 JK0424
 JK0424  HISTORY     - Date     Condition        Report By
 JK0424  HISTORY     - 1951     MONUMENTED       CGS
 JK0424  HISTORY     - 1954     GOOD             NGS
 JK0424
 JK0424                          STATION DESCRIPTION
 JK0424
 JK0424'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0424'9 MI E FROM CRIPPLE CREEK.
 JK0424'1.9 MILES NORTH ALONG STATE HIGHWAY 67 FROM THE COURTHOUSE
 JK0424'AT CRIPPLE CREEK, THENCE 7.15 MILES EAST ALONG STATE HIGHWAY 336,
 JK0424'140 FEET SOUTHEAST OF THE CENTER LINE OF A PRIVATE ROAD LEADING
 JK0424'SOUTHWEST, 40 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 JK0424'6 FEET SOUTHWEST OF A FENCE, 4 FEET ABOVE THE LEVEL OF THE
 JK0424'HIGHWAY, 2 FEET ABOVE THE GROUND, SET IN THE TOP OF A 4X10
 JK0424'FOOT GRANITE BOULDER.
 JK0424
 JK0424                          STATION RECOVERY (1954)
 JK0424
 JK0424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JK0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0250 ***********************************************************************
 JK0250  DESIGNATION -  L 292
 JK0250  PID         -  JK0250
 JK0250  STATE/COUNTY-  CO/EL PASO
 JK0250  USGS QUAD   -  MOUNT BIG CHIEF (1994)
 JK0250
 JK0250                         *CURRENT SURVEY CONTROL
 JK0250  ___________________________________________________________________
 JK0250* NAD 83(1986)-  38 44 52.     (N)    104 54 20.     (W)     SCALED    
 JK0250* NAVD 88     -      2654.410  (meters)    8708.68   (feet)  ADJUSTED  
 JK0250  ___________________________________________________________________
 JK0250  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 JK0250  DYNAMIC HT  -        2651.154 (meters)    8697.99  (feet)  COMP
 JK0250  MODELED GRAV-     979,304.5   (mgal)                       NAVD 88
 JK0250
 JK0250  VERT ORDER  -  SECOND    CLASS 0
 JK0250
 JK0250.The horizontal coordinates were scaled from a topographic map and have
 JK0250.an estimated accuracy of +/- 6 seconds.
 JK0250
 JK0250.The orthometric height was determined by differential leveling
 JK0250.and adjusted by the National Geodetic Survey in June 1991..
 JK0250
 JK0250.The geoid height was determined by GEOID03.
 JK0250
 JK0250.The dynamic height is computed by dividing the NAVD 88
 JK0250.geopotential number by the normal gravity value computed on the
 JK0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0250.degrees latitude (g = 980.6199 gals.).
 JK0250
 JK0250.The modeled gravity was interpolated from observed gravity values.
 JK0250
 JK0250;                    North         East    Units  Estimated Accuracy
 JK0250;SPC CO C     -   406,480.      966,080.      MT  (+/- 180 meters Scaled)
 JK0250
 JK0250                          SUPERSEDED SURVEY CONTROL
 JK0250
 JK0250  NGVD 29 (??/??/92) 2653.085  (m)         8704.33   (f) ADJ UNCH    2 0
 JK0250
 JK0250.Superseded values are not recommended for survey control.
 JK0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0250.See file dsdata.txt to determine how the superseded data were derived.
 JK0250
 JK0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC082887(NAD 83)
 JK0250_MARKER: DB = BENCH MARK DISK
 JK0250_SETTING: 80 = SET IN A BOULDER
 JK0250_STAMPING: L 292 1951
 JK0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0250+STABILITY: SURFACE MOTION
 JK0250
 JK0250  HISTORY     - Date     Condition        Report By
 JK0250  HISTORY     - 1951     MONUMENTED       CGS
 JK0250  HISTORY     - 1954     GOOD             NGS
 JK0250
 JK0250                          STATION DESCRIPTION
 JK0250
 JK0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0250'16 MI SW FROM COLORADO SPRINGS.
 JK0250'2.6 MILES NORTHWEST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE AT
 JK0250'COLORADO SPRINGS, THENCE 1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 336,
 JK0250'THENCE 5.35 MILES SOUTHWEST ALONG A GRAVELED ROAD, THENCE 6.5 MILES
 JK0250'SOUTHWEST ALONG STATE HIGHWAY 336, 28 FEET NORTHWEST OF THE CENTER
 JK0250'LINE OF THE HIGHWAY, 25 FEET SOUTHWEST OF THE CENTER LINE OF A
 JK0250'GRAVELED ROAD LEADING NORTHEAST, 2 FEET SOUTHWEST OF TWO 12 INCH PINE
 JK0250'TREES, 0.6 FOOT ABOVE GROUND, SET IN THE TOP OF THE CENTER OF A 4X4
 JK0250'FOOT GRANITE BOULDER.
 JK0250
 JK0250                          STATION RECOVERY (1954)
 JK0250
 JK0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JK0250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0797 ***********************************************************************
 KK0797  DESIGNATION -  L 293
 KK0797  PID         -  KK0797
 KK0797  STATE/COUNTY-  CO/TELLER
 KK0797  USGS QUAD   -  MOUNT DECEPTION (1984)
 KK0797
 KK0797                         *CURRENT SURVEY CONTROL
 KK0797  ___________________________________________________________________
 KK0797* NAD 83(1986)-  39 05 30.     (N)    105 04 09.     (W)     SCALED    
 KK0797* NAVD 88     -      2496.671  (meters)    8191.16   (feet)  ADJUSTED  
 KK0797  ___________________________________________________________________
 KK0797  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 KK0797  DYNAMIC HT  -        2493.776 (meters)    8181.66  (feet)  COMP
 KK0797  MODELED GRAV-     979,377.0   (mgal)                       NAVD 88
 KK0797
 KK0797  VERT ORDER  -  SECOND    CLASS 0
 KK0797
 KK0797.The horizontal coordinates were scaled from a topographic map and have
 KK0797.an estimated accuracy of +/- 6 seconds.
 KK0797
 KK0797.The orthometric height was determined by differential leveling
 KK0797.and adjusted by the National Geodetic Survey in June 1991..
 KK0797
 KK0797.The geoid height was determined by GEOID03.
 KK0797
 KK0797.The dynamic height is computed by dividing the NAVD 88
 KK0797.geopotential number by the normal gravity value computed on the
 KK0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0797.degrees latitude (g = 980.6199 gals.).
 KK0797
 KK0797.The modeled gravity was interpolated from observed gravity values.
 KK0797
 KK0797;                    North         East    Units  Estimated Accuracy
 KK0797;SPC CO C     -   444,570.      951,670.      MT  (+/- 180 meters Scaled)
 KK0797
 KK0797                          SUPERSEDED SURVEY CONTROL
 KK0797
 KK0797  NGVD 29 (??/??/92) 2495.403  (m)         8187.00   (f) ADJ UNCH    2 0
 KK0797
 KK0797.Superseded values are not recommended for survey control.
 KK0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0797.See file dsdata.txt to determine how the superseded data were derived.
 KK0797
 KK0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD940269(NAD 83)
 KK0797_MARKER: DB = BENCH MARK DISK
 KK0797_SETTING: 80 = SET IN A BOULDER
 KK0797_STAMPING: L 293 1952
 KK0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0797+STABILITY: SURFACE MOTION
 KK0797
 KK0797  HISTORY     - Date     Condition        Report By
 KK0797  HISTORY     - 1952     MONUMENTED       CGS
 KK0797
 KK0797                          STATION DESCRIPTION
 KK0797
 KK0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0797'8 MI SE FROM WEST CREEK.
 KK0797'0.3 MILE SOUTHEAST ALONG A WINDING GRAVELED ROAD FROM THE GRADE
 KK0797'SCHOOL AT WEST CREEK, THENCE 6.0 MILES SOUTHEAST ALONG STATE HIGHWAY
 KK0797'67, THENCE 1.75 MILES EAST ALONG A WINDING MOUNTAIN ROAD, 0.15 MILE
 KK0797'EAST OF A LOG CABIN, 18 FEET NORTH OF THE CENTER LINE OF THE ROAD, 11
 KK0797'FEET EAST OF A 20 INCH SPRUCE TREE, ON THE SOUTH BANK OF A SMALL
 KK0797'STREAM, SET IN THE TOP OF THE CENTER OF A 4X4 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0266 ***********************************************************************
 KK0266  DESIGNATION -  L 294
 KK0266  PID         -  KK0266
 KK0266  STATE/COUNTY-  CO/EL PASO
 KK0266  USGS QUAD   -  PALMER LAKE (1994)
 KK0266
 KK0266                         *CURRENT SURVEY CONTROL
 KK0266  ___________________________________________________________________
 KK0266* NAD 83(1986)-  39 05 02.     (N)    104 54 44.     (W)     SCALED    
 KK0266* NAVD 88     -      2260.730  (meters)    7417.08   (feet)  ADJUSTED  
 KK0266  ___________________________________________________________________
 KK0266  GEOID HEIGHT-         -15.91  (meters)                     GEOID03
 KK0266  DYNAMIC HT  -        2258.176 (meters)    7408.70  (feet)  COMP
 KK0266  MODELED GRAV-     979,416.5   (mgal)                       NAVD 88
 KK0266
 KK0266  VERT ORDER  -  SECOND    CLASS 0
 KK0266
 KK0266.The horizontal coordinates were scaled from a topographic map and have
 KK0266.an estimated accuracy of +/- 6 seconds.
 KK0266
 KK0266.The orthometric height was determined by differential leveling
 KK0266.and adjusted by the National Geodetic Survey in June 1991..
 KK0266
 KK0266.The geoid height was determined by GEOID03.
 KK0266
 KK0266.The dynamic height is computed by dividing the NAVD 88
 KK0266.geopotential number by the normal gravity value computed on the
 KK0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0266.degrees latitude (g = 980.6199 gals.).
 KK0266
 KK0266.The modeled gravity was interpolated from observed gravity values.
 KK0266
 KK0266;                    North         East    Units  Estimated Accuracy
 KK0266;SPC CO C     -   443,790.      965,260.      MT  (+/- 180 meters Scaled)
 KK0266
 KK0266                          SUPERSEDED SURVEY CONTROL
 KK0266
 KK0266  NGVD 29 (??/??/92) 2259.504  (m)         7413.06   (f) ADJ UNCH    2 0
 KK0266
 KK0266.Superseded values are not recommended for survey control.
 KK0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0266.See file dsdata.txt to determine how the superseded data were derived.
 KK0266
 KK0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED075260(NAD 83)
 KK0266_MARKER: DB = BENCH MARK DISK
 KK0266_SETTING: 80 = SET IN A BOULDER
 KK0266_STAMPING: L 294 1952
 KK0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0266+STABILITY: SURFACE MOTION
 KK0266
 KK0266  HISTORY     - Date     Condition        Report By
 KK0266  HISTORY     - 1952     MONUMENTED       CGS
 KK0266
 KK0266                          STATION DESCRIPTION
 KK0266
 KK0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0266'3.3 MI W FROM MONUMENT.
 KK0266'0.9 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE GRADE SCHOOL AT
 KK0266'MONUMENT, THENCE 2.4 MILES WEST ALONG A GRAVELED ROAD, ON THE
 KK0266'NORTHEAST END OF A RIDGE, 45 FEET NORTHWEST OF THE CENTER LINE OF THE
 KK0266'ROAD, 10 FEET SOUTH OF A 10 INCH PINE TREE, 4 FEET ABOVE THE LEVEL OF
 KK0266'THE ROAD, SET IN THE TOP OF THE CENTER OF A 4X4 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0167 ***********************************************************************
 KK0167  DESIGNATION -  L 295
 KK0167  PID         -  KK0167
 KK0167  STATE/COUNTY-  CO/EL PASO
 KK0167  USGS QUAD   -  MONUMENT (1986)
 KK0167
 KK0167                         *CURRENT SURVEY CONTROL
 KK0167  ___________________________________________________________________
 KK0167* NAD 83(1986)-  39 04 58.     (N)    104 52 14.     (W)     SCALED    
 KK0167* NAVD 88     -      2105.722  (meters)    6908.52   (feet)  ADJUSTED  
 KK0167  ___________________________________________________________________
 KK0167  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 KK0167  DYNAMIC HT  -        2103.374 (meters)    6900.82  (feet)  COMP
 KK0167  MODELED GRAV-     979,437.4   (mgal)                       NAVD 88
 KK0167
 KK0167  VERT ORDER  -  FIRST     CLASS II
 KK0167
 KK0167.The horizontal coordinates were scaled from a topographic map and have
 KK0167.an estimated accuracy of +/- 6 seconds.
 KK0167
 KK0167.The orthometric height was determined by differential leveling
 KK0167.and adjusted by the National Geodetic Survey in June 1991..
 KK0167
 KK0167.The geoid height was determined by GEOID03.
 KK0167
 KK0167.The dynamic height is computed by dividing the NAVD 88
 KK0167.geopotential number by the normal gravity value computed on the
 KK0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0167.degrees latitude (g = 980.6199 gals.).
 KK0167
 KK0167.The modeled gravity was interpolated from observed gravity values.
 KK0167
 KK0167;                    North         East    Units  Estimated Accuracy
 KK0167;SPC CO C     -   443,690.      968,860.      MT  (+/- 180 meters Scaled)
 KK0167
 KK0167                          SUPERSEDED SURVEY CONTROL
 KK0167
 KK0167  NGVD 29 (??/??/92) 2104.518  (m)         6904.57   (f) ADJ UNCH    1 2
 KK0167
 KK0167.Superseded values are not recommended for survey control.
 KK0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0167.See file dsdata.txt to determine how the superseded data were derived.
 KK0167
 KK0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED111259(NAD 83)
 KK0167_MARKER: DB = BENCH MARK DISK
 KK0167_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0167_SP_SET: CULVERT
 KK0167_STAMPING: L 295 1952
 KK0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0167
 KK0167  HISTORY     - Date     Condition        Report By
 KK0167  HISTORY     - 1952     MONUMENTED       CGS
 KK0167  HISTORY     - 1954     GOOD             NGS
 KK0167  HISTORY     - 19980326 GOOD             USPSQD
 KK0167
 KK0167                          STATION DESCRIPTION
 KK0167
 KK0167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0167'0.8 MI S FROM MONUMENT.
 KK0167'0.2 MILE WEST ALONG A GRAVELED STREET FROM THE GRADE SCHOOL AT
 KK0167'MONUMENT, THENCE 0.6 MILE SOUTH ALONG THE DENVER AND RIO GRANDE
 KK0167'WESTERN RAILROAD, 175 YARDS SOUTHEAST OF A FARMHOUSE, 27 FEET
 KK0167'WEST OF THE WEST RAIL, 9 FEET BELOW THE TOP OF THE RAILS, SET
 KK0167'IN THE TOP OF THE NORTH END OF THE WEST HEADWALL OF AN ARCH CULVERT
 KK0167'UNDER THE RAILROAD.
 KK0167
 KK0167                          STATION RECOVERY (1998)
 KK0167
 KK0167'RECOVERY NOTE BY US POWER SQUADRON 1998
 KK0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0708 ***********************************************************************
 LM0708  DESIGNATION -  L 296 RESET
 LM0708  PID         -  LM0708
 LM0708  STATE/COUNTY-  CO/GRAND
 LM0708  USGS QUAD   -  WHITELEY PEAK (1956)
 LM0708
 LM0708                         *CURRENT SURVEY CONTROL
 LM0708  ___________________________________________________________________
 LM0708* NAD 83(1986)-  40 17 23.     (N)    106 28 48.     (W)     SCALED    
 LM0708* NAVD 88     -      2390.72   (meters)    7843.6    (feet)  RESET     
 LM0708  ___________________________________________________________________
 LM0708  GEOID HEIGHT-         -12.25  (meters)                     GEOID03
 LM0708
 LM0708  VERT ORDER  -  THIRD
 LM0708
 LM0708.The horizontal coordinates were scaled from a topographic map and have
 LM0708.an estimated accuracy of +/- 6 seconds.
 LM0708
 LM0708.The orthometric height was computed from unverified reset data.
 LM0708.No vertical observational check was made to the station.
 LM0708
 LM0708.The geoid height was determined by GEOID03.
 LM0708
 LM0708;                    North         East    Units  Estimated Accuracy
 LM0708;SPC CO N     -   411,450.      831,080.      MT  (+/- 180 meters Scaled)
 LM0708
 LM0708                          SUPERSEDED SURVEY CONTROL
 LM0708
 LM0708  NGVD 29 (03/28/06) 2389.35   (m)         7839.1    (f) RESET       3  
 LM0708
 LM0708.Superseded values are not recommended for survey control.
 LM0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0708.See file dsdata.txt to determine how the superseded data were derived.
 LM0708
 LM0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE742609(NAD 83)
 LM0708_MARKER: DV = VERTICAL CONTROL DISK
 LM0708_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LM0708_SP_SET: LARGE BOX CULVERT
 LM0708_STAMPING: L 296 RESET 1987
 LM0708_MARK LOGO: NGS   
 LM0708_MAGNETIC: N = NO MAGNETIC MATERIAL
 LM0708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LM0708
 LM0708  HISTORY     - Date     Condition        Report By
 LM0708  HISTORY     - 1987     MONUMENTED       CODH
 LM0708
 LM0708                          STATION DESCRIPTION
 LM0708
 LM0708'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1987
 LM0708'18.0 MI (28.97 KM) NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE POST
 LM0708'OFFICE AT KREMMLING, AT U.S. HIGHWAY 40 MILEPOST 165.574, 53 FT
 LM0708'(16.15 M) NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET NEAR THE
 LM0708'NORTHEAST CORNER OF THE HEADWALL ON A 12.5X8X109 FOOT CONCRETE BOX
 LM0708'CULVERT OVER BIG MUDDY CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0205 ***********************************************************************
 LM0205  DESIGNATION -  L 297
 LM0205  PID         -  LM0205
 LM0205  STATE/COUNTY-  CO/GRAND
 LM0205  USGS QUAD   -  JUNCTION BUTTE (1980)
 LM0205
 LM0205                         *CURRENT SURVEY CONTROL
 LM0205  ___________________________________________________________________
 LM0205* NAD 83(1986)-  40 03 00.     (N)    106 22 15.     (W)     SCALED    
 LM0205* NAVD 88     -      2247.104  (meters)    7372.37   (feet)  ADJUSTED  
 LM0205  ___________________________________________________________________
 LM0205  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 LM0205  DYNAMIC HT  -        2244.702 (meters)    7364.49  (feet)  COMP
 LM0205  MODELED GRAV-     979,476.1   (mgal)                       NAVD 88
 LM0205
 LM0205  VERT ORDER  -  SECOND    CLASS 0
 LM0205
 LM0205.The horizontal coordinates were scaled from a topographic map and have
 LM0205.an estimated accuracy of +/- 6 seconds.
 LM0205
 LM0205.The orthometric height was determined by differential leveling
 LM0205.and adjusted by the National Geodetic Survey in June 1991..
 LM0205
 LM0205.The geoid height was determined by GEOID03.
 LM0205
 LM0205.The dynamic height is computed by dividing the NAVD 88
 LM0205.geopotential number by the normal gravity value computed on the
 LM0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0205.degrees latitude (g = 980.6199 gals.).
 LM0205
 LM0205.The modeled gravity was interpolated from observed gravity values.
 LM0205
 LM0205;                    North         East    Units  Estimated Accuracy
 LM0205;SPC CO N     -   384,740.      840,100.      MT  (+/- 180 meters Scaled)
 LM0205
 LM0205                          SUPERSEDED SURVEY CONTROL
 LM0205
 LM0205  NGVD 29 (??/??/92) 2245.791  (m)         7368.07   (f) ADJ UNCH    2 0
 LM0205
 LM0205.Superseded values are not recommended for survey control.
 LM0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0205.See file dsdata.txt to determine how the superseded data were derived.
 LM0205
 LM0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE830342(NAD 83)
 LM0205_MARKER: DB = BENCH MARK DISK
 LM0205_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0205_SP_SET: OVERPASS
 LM0205_STAMPING: L 297 1951
 LM0205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0205
 LM0205  HISTORY     - Date     Condition        Report By
 LM0205  HISTORY     - 1951     MONUMENTED       CGS
 LM0205
 LM0205                          STATION DESCRIPTION
 LM0205
 LM0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LM0205'1.55 MI SE FROM KREMMLING.
 LM0205'1.55 MILES SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 LM0205'KREMMLING, 1.3 MILES EAST OF THE DENVER AND RIO GRAND WESTERN RAILROAD
 LM0205'STATION, 16 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 LM0205'TOP OF THE EAST BASE OF THE EAST RAILING AT THE NORTH END OF A
 LM0205'CONCRETE OVERPASS OVER THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0145 ***********************************************************************
 KL0145  DESIGNATION -  L 299
 KL0145  PID         -  KL0145
 KL0145  STATE/COUNTY-  CO/SUMMIT
 KL0145  USGS QUAD   -  BRECKENRIDGE (1987)
 KL0145
 KL0145                         *CURRENT SURVEY CONTROL
 KL0145  ___________________________________________________________________
 KL0145* NAD 83(1986)-  39 29 37.     (N)    106 02 44.     (W)     SCALED    
 KL0145* NAVD 88     -      2895.029  (meters)    9498.11   (feet)  ADJUSTED  
 KL0145  ___________________________________________________________________
 KL0145  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 KL0145  DYNAMIC HT  -        2891.290 (meters)    9485.84  (feet)  COMP
 KL0145  MODELED GRAV-     979,230.6   (mgal)                       NAVD 88
 KL0145
 KL0145  VERT ORDER  -  FIRST     CLASS II
 KL0145
 KL0145.The horizontal coordinates were scaled from a topographic map and have
 KL0145.an estimated accuracy of +/- 6 seconds.
 KL0145
 KL0145.The orthometric height was determined by differential leveling
 KL0145.and adjusted by the National Geodetic Survey in June 1991..
 KL0145
 KL0145.The geoid height was determined by GEOID03.
 KL0145
 KL0145.The dynamic height is computed by dividing the NAVD 88
 KL0145.geopotential number by the normal gravity value computed on the
 KL0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0145.degrees latitude (g = 980.6199 gals.).
 KL0145
 KL0145.The modeled gravity was interpolated from observed gravity values.
 KL0145
 KL0145;                    North         East    Units  Estimated Accuracy
 KL0145;SPC CO C     -   489,250.      867,480.      MT  (+/- 180 meters Scaled)
 KL0145
 KL0145                          SUPERSEDED SURVEY CONTROL
 KL0145
 KL0145  NGVD 29 (??/??/92) 2893.264  (m)         9492.32   (f) ADJ UNCH    1 2
 KL0145
 KL0145.Superseded values are not recommended for survey control.
 KL0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0145.See file dsdata.txt to determine how the superseded data were derived.
 KL0145
 KL0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD100720(NAD 83)
 KL0145_MARKER: DB = BENCH MARK DISK
 KL0145_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KL0145_SP_SET: CULVERT
 KL0145_STAMPING: L 299 1951
 KL0145_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0145
 KL0145  HISTORY     - Date     Condition        Report By
 KL0145  HISTORY     - 1951     MONUMENTED       CGS
 KL0145  HISTORY     - 1959     MARK NOT FOUND   NGS
 KL0145  HISTORY     - 1978     GOOD             LOCENG
 KL0145  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 KL0145
 KL0145                          STATION DESCRIPTION
 KL0145
 KL0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0145'0.8 MI N FROM BRECKENRIDGE.
 KL0145'0.8 MILE NORTH ALONG STATE HIGHWAY 9 FROM THE COUNTY COURTHOUSE AT
 KL0145'BRECKENRIDGE, 86 YARDS SOUTH OF THE CENTER LINE OF A TRACK ROAD
 KL0145'LEADING EAST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF
 KL0145'THE CENTER OF THE EAST HEADWALL OF A 12X18 FOOT CONCRETE CULVERT.
 KL0145
 KL0145                          STATION RECOVERY (1959)
 KL0145
 KL0145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KL0145'MARK NOT FOUND.
 KL0145
 KL0145                          STATION RECOVERY (1978)
 KL0145
 KL0145'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978
 KL0145'RECOVERED IN GOOD CONDITION.
 KL0145
 KL0145                          STATION RECOVERY (2005)
 KL0145
 KL0145'RECOVERY NOTE BY US POWER SQUADRON 2005 (EDS)
 KL0145'TOP OF CULVERT IS CRUMBLING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0178 ***********************************************************************
 JK0178  DESIGNATION -  L 3
 JK0178  PID         -  JK0178
 JK0178  STATE/COUNTY-  CO/EL PASO
 JK0178  USGS QUAD   -  COLORADO SPRINGS (1994)
 JK0178
 JK0178                         *CURRENT SURVEY CONTROL
 JK0178  ___________________________________________________________________
 JK0178* NAD 83(1986)-  38 46 50.     (N)    104 46 24.     (W)     SCALED    
 JK0178* NAVD 88     -      1775.161  (meters)    5824.01   (feet)  ADJUSTED  
 JK0178  ___________________________________________________________________
 JK0178  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 JK0178  DYNAMIC HT  -        1773.243 (meters)    5817.71  (feet)  COMP
 JK0178  MODELED GRAV-     979,484.9   (mgal)                       NAVD 88
 JK0178
 JK0178  VERT ORDER  -  FIRST     CLASS II
 JK0178
 JK0178.The horizontal coordinates were scaled from a topographic map and have
 JK0178.an estimated accuracy of +/- 6 seconds.
 JK0178
 JK0178.The orthometric height was determined by differential leveling
 JK0178.and adjusted by the National Geodetic Survey in June 1991..
 JK0178
 JK0178.The geoid height was determined by GEOID03.
 JK0178
 JK0178.The dynamic height is computed by dividing the NAVD 88
 JK0178.geopotential number by the normal gravity value computed on the
 JK0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0178.degrees latitude (g = 980.6199 gals.).
 JK0178
 JK0178.The modeled gravity was interpolated from observed gravity values.
 JK0178
 JK0178;                    North         East    Units  Estimated Accuracy
 JK0178;SPC CO C     -   410,200.      977,540.      MT  (+/- 180 meters Scaled)
 JK0178
 JK0178                          SUPERSEDED SURVEY CONTROL
 JK0178
 JK0178  NGVD 29 (??/??/??) 1774.125  (m)         5820.61   (f) ADJUSTED    1 2
 JK0178
 JK0178.Superseded values are not recommended for survey control.
 JK0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0178.See file dsdata.txt to determine how the superseded data were derived.
 JK0178
 JK0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC196924(NAD 83)
 JK0178_MARKER: DB = BENCH MARK DISK
 JK0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0178_STAMPING: L 3 1925 ELEV 5820.891 FT
 JK0178_MARK LOGO: CGS   
 JK0178_PROJECTION: PROJECTING 10 CENTIMETERS
 JK0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0178+STABILITY: SURFACE MOTION
 JK0178
 JK0178  HISTORY     - Date     Condition        Report By
 JK0178  HISTORY     - 1925     MONUMENTED       CGS
 JK0178  HISTORY     - 1953     GOOD             NGS
 JK0178  HISTORY     - 1983     GOOD             NGS
 JK0178
 JK0178                          STATION DESCRIPTION
 JK0178
 JK0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0178'5.2 MI SE FROM COLORADO SPRINGS.
 JK0178'5.2 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0178'FROM THE STATION AT COLORADO SPRINGS, 0.2 MILE SOUTHEAST OF MILEPOST
 JK0178'80, 8 RAILS SOUTHEAST OF A GRAVELED ROAD CROSSING, 47 FEET SOUTHWEST
 JK0178'OF THE SOUTHWEST, RAIL, 27 FEET NORTHEAST OF THE CENTER LINE OF A
 JK0178'GRAVELED ROAD, 32 FEET SOUTH OF A TELEPHONE POLE, 2.9 FEET SOUTHEAST
 JK0178'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH
 JK0178'WITH THE GROUND.
 JK0178
 JK0178                          STATION RECOVERY (1983)
 JK0178
 JK0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JK0178'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  8.6 KM
 JK0178'(5.3 MI) SOUTHERLY ALONG THE DENVER AND RIO GRANDE RAILROAD FROM THE
 JK0178'STATION IN COLORADO SPRINGS, THENCE 0.3 KM (0.2 MI) SOUTHWEST ALONG A
 JK0178'PAVED ROAD, 88.0 METERS (288.7 FT) SOUTHEAST OF THE CENTER OF THE
 JK0178'ROAD, 16.2 METERS (53.1 FT) NORTHWEST OF A UTILITY POLE, AND
 JK0178'3.9 METERS (12.8 FT) NORTHEAST OF THE CENTERLINE OF THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GN0381 ***********************************************************************
 GN0381  DESIGNATION -  L 30
 GN0381  PID         -  GN0381
 GN0381  STATE/COUNTY-  CO/CONEJOS
 GN0381  USGS QUAD   -  BIGHORN PEAK (1995)
 GN0381
 GN0381                         *CURRENT SURVEY CONTROL
 GN0381  ___________________________________________________________________
 GN0381* NAD 83(1986)-  36 59 44.     (N)    106 10 41.     (W)     SCALED    
 GN0381* NAVD 88     -      2743.949  (meters)    9002.44   (feet)  POSTED    
 GN0381  ___________________________________________________________________
 GN0381  GEOID HEIGHT-         -16.27  (meters)                     GEOID03
 GN0381  DYNAMIC HT  -        2740.010 (meters)    8989.52  (feet)  COMP
 GN0381  MODELED GRAV-     979,096.0   (mgal)                       NAVD 88
 GN0381
 GN0381  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 GN0381
 GN0381.The horizontal coordinates were scaled from a topographic map and have
 GN0381.an estimated accuracy of +/- 6 seconds.
 GN0381
 GN0381.The orthometric height was determined by differential leveling
 GN0381.and adjusted by the National Geodetic Survey in 1992..
 GN0381.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 GN0381.rate of 0.0 thru 1.0 mm/km.
 GN0381
 GN0381.The geoid height was determined by GEOID03.
 GN0381
 GN0381.The dynamic height is computed by dividing the NAVD 88
 GN0381.geopotential number by the normal gravity value computed on the
 GN0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GN0381.degrees latitude (g = 980.6199 gals.).
 GN0381
 GN0381.The modeled gravity was interpolated from observed gravity values.
 GN0381
 GN0381;                    North         East    Units  Estimated Accuracy
 GN0381;SPC CO S     -   341,520.      854,040.      MT  (+/- 180 meters Scaled)
 GN0381
 GN0381                          SUPERSEDED SURVEY CONTROL
 GN0381
 GN0381  NGVD 29 (??/??/92) 2742.441  (m)         8997.49   (f) ADJ UNCH    1 2
 GN0381
 GN0381.Superseded values are not recommended for survey control.
 GN0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GN0381.See file dsdata.txt to determine how the superseded data were derived.
 GN0381
 GN0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA951950(NAD 83)
 GN0381_MARKER: DB = BENCH MARK DISK
 GN0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GN0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GN0381_STAMPING: L 30 1934
 GN0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GN0381+STABILITY: SURFACE MOTION
 GN0381
 GN0381  HISTORY     - Date     Condition        Report By
 GN0381  HISTORY     - 1934     MONUMENTED       CGS
 GN0381
 GN0381                          STATION DESCRIPTION
 GN0381
 GN0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GN0381'18.8 MI SW FROM ANTONITO.
 GN0381'18.8 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 GN0381'FROM ANTONITO, CONEJOS COUNTY, 520 YARDS NORTH OF A WAGON-ROAD ACROSS
 GN0381'A CATTLE RANGE, 35 FEET SOUTH OF MILEPOST 299, AND 21 FEET SOUTH OF
 GN0381'THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED L 30 1934 AND
 GN0381'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1115 ***********************************************************************
 KK1115  DESIGNATION -  L 300
 KK1115  PID         -  KK1115
 KK1115  STATE/COUNTY-  CO/SUMMIT
 KK1115  USGS QUAD   -  LOVELAND PASS (1987)
 KK1115
 KK1115                         *CURRENT SURVEY CONTROL
 KK1115  ___________________________________________________________________
 KK1115* NAD 83(1986)-  39 39 23.     (N)    105 52 42.     (W)     SCALED    
 KK1115* NAVD 88     -      3607.978  (meters)   11837.17   (feet)  ADJUSTED  
 KK1115  ___________________________________________________________________
 KK1115  GEOID HEIGHT-         -12.35  (meters)                     GEOID03
 KK1115  DYNAMIC HT  -        3603.086 (meters)   11821.12  (feet)  COMP
 KK1115  MODELED GRAV-     979,137.2   (mgal)                       NAVD 88
 KK1115
 KK1115  VERT ORDER  -  SECOND    CLASS 0
 KK1115
 KK1115.The horizontal coordinates were scaled from a topographic map and have
 KK1115.an estimated accuracy of +/- 6 seconds.
 KK1115
 KK1115.The orthometric height was determined by differential leveling
 KK1115.and adjusted by the National Geodetic Survey in June 1991..
 KK1115
 KK1115.The geoid height was determined by GEOID03.
 KK1115
 KK1115.The dynamic height is computed by dividing the NAVD 88
 KK1115.geopotential number by the normal gravity value computed on the
 KK1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1115.degrees latitude (g = 980.6199 gals.).
 KK1115
 KK1115.The modeled gravity was interpolated from observed gravity values.
 KK1115
 KK1115;                    North         East    Units  Estimated Accuracy
 KK1115;SPC CO C     -   507,250.      881,930.      MT  (+/- 180 meters Scaled)
 KK1115
 KK1115                          SUPERSEDED SURVEY CONTROL
 KK1115
 KK1115  NGVD 29 (??/??/92) 3606.071  (m)        11830.92   (f) ADJ UNCH    2 0
 KK1115
 KK1115.Superseded values are not recommended for survey control.
 KK1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1115.See file dsdata.txt to determine how the superseded data were derived.
 KK1115
 KK1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD246899(NAD 83)
 KK1115_MARKER: DB = BENCH MARK DISK
 KK1115_SETTING: 66 = SET IN ROCK OUTCROP
 KK1115_SP_SET: CLIFF
 KK1115_STAMPING: L 300 1951
 KK1115_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1115+STABILITY: POSITION/ELEVATION WELL
 KK1115
 KK1115  HISTORY     - Date     Condition        Report By
 KK1115  HISTORY     - 1951     MONUMENTED       CGS
 KK1115
 KK1115                          STATION DESCRIPTION
 KK1115
 KK1115'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK1115'14.8 MI E FROM DILLON.
 KK1115'14.75 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE PUBLIC SCHOOL
 KK1115'AT DILLON, 0.5 MILE SOUTH OF THE TOP OF LOVELAND PASS, 351 FEET
 KK1115'NORTH OF THE CENTER LINE OF A TRACK ROAD LEADING SOUTHWEST TO A
 KK1115'SMALL LAKE, 82 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 KK1115'3 FEET ABOVE THE GROUND, SET VERTICALLY IN THE EAST FACE OF A
 KK1115'ROCK CLIFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1048 ***********************************************************************
 KK1048  DESIGNATION -  L 301
 KK1048  PID         -  KK1048
 KK1048  STATE/COUNTY-  CO/CLEAR CREEK
 KK1048  USGS QUAD   -  GEORGETOWN (1974)
 KK1048
 KK1048                         *CURRENT SURVEY CONTROL
 KK1048  ___________________________________________________________________
 KK1048* NAD 83(1986)-  39 44 56.     (N)    105 40 13.     (W)     SCALED    
 KK1048* NAVD 88     -      2532.160  (meters)    8307.59   (feet)  ADJUSTED  
 KK1048  ___________________________________________________________________
 KK1048  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 KK1048  DYNAMIC HT  -        2529.206 (meters)    8297.90  (feet)  COMP
 KK1048  MODELED GRAV-     979,368.7   (mgal)                       NAVD 88
 KK1048
 KK1048  VERT ORDER  -  FIRST     CLASS II
 KK1048
 KK1048.The horizontal coordinates were scaled from a topographic map and have
 KK1048.an estimated accuracy of +/- 6 seconds.
 KK1048
 KK1048.The orthometric height was determined by differential leveling
 KK1048.and adjusted by the National Geodetic Survey in June 1991..
 KK1048
 KK1048.The geoid height was determined by GEOID03.
 KK1048
 KK1048.The dynamic height is computed by dividing the NAVD 88
 KK1048.geopotential number by the normal gravity value computed on the
 KK1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1048.degrees latitude (g = 980.6199 gals.).
 KK1048
 KK1048.The modeled gravity was interpolated from observed gravity values.
 KK1048
 KK1048;                    North         East    Units  Estimated Accuracy
 KK1048;SPC CO C     -   517,460.      899,810.      MT  (+/- 180 meters Scaled)
 KK1048
 KK1048                          SUPERSEDED SURVEY CONTROL
 KK1048
 KK1048  NGVD 29 (??/??/92) 2530.686  (m)         8302.76   (f) ADJ UNCH    1 2
 KK1048
 KK1048.Superseded values are not recommended for survey control.
 KK1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1048.See file dsdata.txt to determine how the superseded data were derived.
 KK1048
 KK1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE425001(NAD 83)
 KK1048_MARKER: DB = BENCH MARK DISK
 KK1048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK1048_SP_SET: CULVERT
 KK1048_STAMPING: L 301 1951
 KK1048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1048
 KK1048  HISTORY     - Date     Condition        Report By
 KK1048  HISTORY     - 1951     MONUMENTED       CGS
 KK1048  HISTORY     - 1954     GOOD             NGS
 KK1048
 KK1048                          STATION DESCRIPTION
 KK1048
 KK1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1048'3.4 MI N FROM GEORGETOWN.
 KK1048'0.35 MILE NORTH ALONG ROSE STREET FROM THE POST OFFICE AT
 KK1048'GEORGETOWN, THENCE 3.1 MILES NORTH ALONG U.S. HIGHWAY 6, 104
 KK1048'FEET WEST OF A LARGE BOULDER, 17 FEET NORTHWEST OF THE CENTER LINE
 KK1048'OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF THE NORTHWEST
 KK1048'HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0116 ***********************************************************************
 KL0116  DESIGNATION -  L 302
 KL0116  PID         -  KL0116
 KL0116  STATE/COUNTY-  CO/PARK
 KL0116  USGS QUAD   -  FAIRPLAY WEST (1960)
 KL0116
 KL0116                         *CURRENT SURVEY CONTROL
 KL0116  ___________________________________________________________________
 KL0116* NAD 83(1986)-  39 14 09.     (N)    106 01 33.     (W)     SCALED    
 KL0116* NAVD 88     -      3082.752  (meters)   10114.00   (feet)  ADJUSTED  
 KL0116  ___________________________________________________________________
 KL0116  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 KL0116  DYNAMIC HT  -        3078.680 (meters)   10100.64  (feet)  COMP
 KL0116  MODELED GRAV-     979,194.0   (mgal)                       NAVD 88
 KL0116
 KL0116  VERT ORDER  -  FIRST     CLASS II
 KL0116
 KL0116.The horizontal coordinates were scaled from a topographic map and have
 KL0116.an estimated accuracy of +/- 6 seconds.
 KL0116
 KL0116.The orthometric height was determined by differential leveling
 KL0116.and adjusted by the National Geodetic Survey in June 1991..
 KL0116
 KL0116.The geoid height was determined by GEOID03.
 KL0116
 KL0116.The dynamic height is computed by dividing the NAVD 88
 KL0116.geopotential number by the normal gravity value computed on the
 KL0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0116.degrees latitude (g = 980.6199 gals.).
 KL0116
 KL0116.The modeled gravity was interpolated from observed gravity values.
 KL0116
 KL0116;                    North         East    Units  Estimated Accuracy
 KL0116;SPC CO C     -   460,620.      869,010.      MT  (+/- 180 meters Scaled)
 KL0116
 KL0116                          SUPERSEDED SURVEY CONTROL
 KL0116
 KL0116  NGVD 29 (??/??/92) 3080.995  (m)        10108.23   (f) ADJ UNCH    1 2
 KL0116
 KL0116.Superseded values are not recommended for survey control.
 KL0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0116.See file dsdata.txt to determine how the superseded data were derived.
 KL0116
 KL0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD114434(NAD 83)
 KL0116_MARKER: DB = BENCH MARK DISK
 KL0116_SETTING: 80 = SET IN A BOULDER
 KL0116_SP_SET: BOULDER
 KL0116_STAMPING: L 302 1951
 KL0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0116+STABILITY: SURFACE MOTION
 KL0116
 KL0116  HISTORY     - Date     Condition        Report By
 KL0116  HISTORY     - 1951     MONUMENTED       CGS
 KL0116  HISTORY     - 1959     GOOD             NGS
 KL0116
 KL0116                          STATION DESCRIPTION
 KL0116
 KL0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0116'1.45 MI NW FROM FAIRPLAY.
 KL0116'1.45 MILES NORTHWEST ALONG STATE HIGHWAY 9 FROM THE COUNTY COURTHOUSE
 KL0116'AT FAIRPLAY, ON TOP OF A HILL, 126 FEET SOUTHWEST OF THE CENTER LINE
 KL0116'OF THE HIGHWAY, 69 FEET SOUTHWEST OF A POWER POLE, 18 FEET ABOVE THE
 KL0116'LEVEL OF THE HIGHWAY, 0.4 FOOT ABOVE THE GROUND, SET IN THE TOP OF A
 KL0116'GRANITE BOULDER.
 KL0116
 KL0116                          STATION RECOVERY (1959)
 KL0116
 KL0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KL0116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0857 ***********************************************************************
 KK0857  DESIGNATION -  L 303
 KK0857  PID         -  KK0857
 KK0857  STATE/COUNTY-  CO/PARK
 KK0857  USGS QUAD   -  MILLIGAN LAKES (1957)
 KK0857
 KK0857                         *CURRENT SURVEY CONTROL
 KK0857  ___________________________________________________________________
 KK0857* NAD 83(1986)-  39 22 19.     (N)    105 48 24.     (W)     SCALED    
 KK0857* NAVD 88     -      2895.475  (meters)    9499.57   (feet)  ADJUSTED  
 KK0857  ___________________________________________________________________
 KK0857  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 KK0857  DYNAMIC HT  -        2891.780 (meters)    9487.45  (feet)  COMP
 KK0857  MODELED GRAV-     979,245.5   (mgal)                       NAVD 88
 KK0857
 KK0857  VERT ORDER  -  FIRST     CLASS II
 KK0857
 KK0857.The horizontal coordinates were scaled from a topographic map and have
 KK0857.an estimated accuracy of +/- 6 seconds.
 KK0857
 KK0857.The orthometric height was determined by differential leveling
 KK0857.and adjusted by the National Geodetic Survey in June 1991..
 KK0857
 KK0857.The geoid height was determined by GEOID03.
 KK0857
 KK0857.The dynamic height is computed by dividing the NAVD 88
 KK0857.geopotential number by the normal gravity value computed on the
 KK0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0857.degrees latitude (g = 980.6199 gals.).
 KK0857
 KK0857.The modeled gravity was interpolated from observed gravity values.
 KK0857
 KK0857;                    North         East    Units  Estimated Accuracy
 KK0857;SPC CO C     -   475,640.      887,980.      MT  (+/- 180 meters Scaled)
 KK0857
 KK0857                          SUPERSEDED SURVEY CONTROL
 KK0857
 KK0857  NGVD 29 (??/??/92) 2893.818  (m)         9494.13   (f) ADJ UNCH    1 2
 KK0857
 KK0857.Superseded values are not recommended for survey control.
 KK0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0857.See file dsdata.txt to determine how the superseded data were derived.
 KK0857
 KK0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD305583(NAD 83)
 KK0857_MARKER: DB = BENCH MARK DISK
 KK0857_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0857_SP_SET: CULVERT
 KK0857_STAMPING: L 303 1951
 KK0857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0857
 KK0857  HISTORY     - Date     Condition        Report By
 KK0857  HISTORY     - 1951     MONUMENTED       CGS
 KK0857
 KK0857                          STATION DESCRIPTION
 KK0857
 KK0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0857'0.6 MI SW FROM JEFFERSON.
 KK0857'0.55 MILE SOUTHWEST ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE
 KK0857'AT JEFFERSON, 100 FEET NORTHEAST OF THE CENTER LINE OF A PRIVATE
 KK0857'DRIVEWAY LEADING TO WILLIAMS RANCH, 54 FEET NORTHWEST OF THE CENTER
 KK0857'LINE OF THE HIGHWAY, 2.2 FEET NORTHWEST OF A FENCE, 3 FEET ABOVE
 KK0857'THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF THE
 KK0857'NORTHWEST HEADWALL OF AN IRRIGATION CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1070 ***********************************************************************
 KK1070  DESIGNATION -  L 304
 KK1070  PID         -  KK1070
 KK1070  STATE/COUNTY-  CO/CLEAR CREEK
 KK1070  USGS QUAD   -  MT EVANS (1974)
 KK1070
 KK1070                         *CURRENT SURVEY CONTROL
 KK1070  ___________________________________________________________________
 KK1070* NAD 83(1986)-  39 37 02.     (N)    105 42 56.     (W)     SCALED    
 KK1070* NAVD 88     -      3257.652  (meters)   10687.81   (feet)  ADJUSTED  
 KK1070  ___________________________________________________________________
 KK1070  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 KK1070  DYNAMIC HT  -        3253.423 (meters)   10673.94  (feet)  COMP
 KK1070  MODELED GRAV-     979,208.7   (mgal)                       NAVD 88
 KK1070
 KK1070  VERT ORDER  -  FIRST     CLASS II
 KK1070
 KK1070.The horizontal coordinates were scaled from a topographic map and have
 KK1070.an estimated accuracy of +/- 6 seconds.
 KK1070
 KK1070.The orthometric height was determined by differential leveling
 KK1070.and adjusted by the National Geodetic Survey in June 1991..
 KK1070
 KK1070.The geoid height was determined by GEOID03.
 KK1070
 KK1070.The dynamic height is computed by dividing the NAVD 88
 KK1070.geopotential number by the normal gravity value computed on the
 KK1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1070.degrees latitude (g = 980.6199 gals.).
 KK1070
 KK1070.The modeled gravity was interpolated from observed gravity values.
 KK1070
 KK1070;                    North         East    Units  Estimated Accuracy
 KK1070;SPC CO C     -   502,850.      895,890.      MT  (+/- 180 meters Scaled)
 KK1070
 KK1070                          SUPERSEDED SURVEY CONTROL
 KK1070
 KK1070  NGVD 29 (??/??/92) 3255.908  (m)        10682.09   (f) ADJ UNCH    1 2
 KK1070
 KK1070.Superseded values are not recommended for survey control.
 KK1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1070.See file dsdata.txt to determine how the superseded data were derived.
 KK1070
 KK1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD385855(NAD 83)
 KK1070_MARKER: DB = BENCH MARK DISK
 KK1070_SETTING: 66 = SET IN ROCK OUTCROP
 KK1070_SP_SET: OUTCROP
 KK1070_STAMPING: L 304 1951
 KK1070_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1070+STABILITY: POSITION/ELEVATION WELL
 KK1070
 KK1070  HISTORY     - Date     Condition        Report By
 KK1070  HISTORY     - 1951     MONUMENTED       CGS
 KK1070  HISTORY     - 1954     GOOD             NGS
 KK1070
 KK1070                          STATION DESCRIPTION
 KK1070
 KK1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK1070'7.9 MI S FROM GEORGETOWN.
 KK1070'7.9 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE POST
 KK1070'OFFICE AT GEORGETOWN, ON THE EAST SLOPE OF A HILL, 68 FEET WEST
 KK1070'OF THE CENTER LINE OF THE ROAD, AT THE NORTH EDGE OF A SMALL
 KK1070'CLEARING, 1 FOOT ABOVE THE GROUND, SET IN THE TOP OF A GRANITE
 KK1070'OUTCROP.
 KK1070
 KK1070                          STATION RECOVERY (1954)
 KK1070
 KK1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 KK1070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2110 ***********************************************************************
 KK2110  DESIGNATION -  L 305 RESET
 KK2110  PID         -  KK2110
 KK2110  STATE/COUNTY-  CO/PARK
 KK2110  USGS QUAD   -  MOUNT LOGAN (1994)
 KK2110
 KK2110                         *CURRENT SURVEY CONTROL
 KK2110  ___________________________________________________________________
 KK2110* NAD 83(1986)-  39 27 16.     (N)    105 38 26.     (W)     SCALED    
 KK2110* NAVD 88     -      2581.90   (meters)    8470.8    (feet)  RESET     
 KK2110  ___________________________________________________________________
 KK2110  GEOID HEIGHT-         -12.57  (meters)                     GEOID03
 KK2110
 KK2110  VERT ORDER  -  THIRD
 KK2110
 KK2110.The horizontal coordinates were scaled from a topographic map and have
 KK2110.an estimated accuracy of +/- 6 seconds.
 KK2110
 KK2110.The orthometric height was computed from unverified reset data.
 KK2110.No vertical observational check was made to the station.
 KK2110
 KK2110.The geoid height was determined by GEOID03.
 KK2110
 KK2110;                    North         East    Units  Estimated Accuracy
 KK2110;SPC CO C     -   484,770.      902,310.      MT  (+/- 180 meters Scaled)
 KK2110
 KK2110                          SUPERSEDED SURVEY CONTROL
 KK2110
 KK2110  NGVD 29 (03/28/06) 2580.45   (m)         8466.0    (f) RESET       3  
 KK2110
 KK2110.Superseded values are not recommended for survey control.
 KK2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2110.See file dsdata.txt to determine how the superseded data were derived.
 KK2110
 KK2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD448674(NAD 83)
 KK2110_MARKER: DV = VERTICAL CONTROL DISK
 KK2110_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KK2110_SP_SET: BRIDGE ABUTMENT
 KK2110_STAMPING: L 305 RESET 1989
 KK2110_MARK LOGO: NGS   
 KK2110_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK2110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK2110
 KK2110  HISTORY     - Date     Condition        Report By
 KK2110  HISTORY     - 1989     MONUMENTED       CODH
 KK2110
 KK2110                          STATION DESCRIPTION
 KK2110
 KK2110'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1989
 KK2110'FROM THE INTERSECTION OF U. S. HIGHWAY 285 AND PARK COUNTY ROAD 42
 KK2110'IN GRANT, GO SOUTHEAST FOR 1.3 MI (2.09 KM) TO THE MARK ON THE LEFT.
 KK2110'SET INTO THE NORTHEAST CORNER OF THE CONCRETE BRIDGE ABUTMENT OF
 KK2110'STRUCTURE G-14-R WHICH IS A 52.5 FT (16.00 M) LONG .  IT IS 107.2 FT
 KK2110'(32.67 M) NORTHWEST OF THE JUNCTION OF NORTH FORK ROAD AND U. S.
 KK2110'HIGHWAY 285, 52.0 FT (15.85 M) NORTH OF THE CENTERLINE OF U. S.
 KK2110'HIGHWAY 285, 1.2 FT (0.37 M) WEST OF THE NORTHEAST END OF THE BRIDGE,
 KK2110'1.0 FT (0.30 M) WEST-NORTHWEST OF A METAL SIGN G 14 E, 12.5 FT (3.81
 KK2110'M) ABOVE THE RIVER, 3 FT (0.91 M) BELOW THE HIGHWAY AND AT MILEPOST
 KK2110'212.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0706 ***********************************************************************
 KK0706  DESIGNATION -  L 306
 KK0706  PID         -  KK0706
 KK0706  STATE/COUNTY-  CO/JEFFERSON
 KK0706  USGS QUAD   -  PINE (1994)
 KK0706
 KK0706                         *CURRENT SURVEY CONTROL
 KK0706  ___________________________________________________________________
 KK0706* NAD 83(1986)-  39 24 34.     (N)    105 15 19.     (W)     SCALED    
 KK0706* NAVD 88     -      1994.073  (meters)    6542.22   (feet)  POSTED    
 KK0706  ___________________________________________________________________
 KK0706  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 KK0706  DYNAMIC HT  -        1991.980 (meters)    6535.35  (feet)  COMP
 KK0706  MODELED GRAV-     979,504.1   (mgal)                       NAVD 88
 KK0706
 KK0706  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0706
 KK0706.The horizontal coordinates were scaled from a topographic map and have
 KK0706.an estimated accuracy of +/- 6 seconds.
 KK0706
 KK0706.The orthometric height was determined by differential leveling
 KK0706.and adjusted by the National Geodetic Survey in 1992..
 KK0706.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0706.rate of 0.0 thru 1.0 mm/km.
 KK0706
 KK0706.The geoid height was determined by GEOID03.
 KK0706
 KK0706.The dynamic height is computed by dividing the NAVD 88
 KK0706.geopotential number by the normal gravity value computed on the
 KK0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0706.degrees latitude (g = 980.6199 gals.).
 KK0706
 KK0706.The modeled gravity was interpolated from observed gravity values.
 KK0706
 KK0706;                    North         East    Units  Estimated Accuracy
 KK0706;SPC CO C     -   479,790.      935,480.      MT  (+/- 180 meters Scaled)
 KK0706
 KK0706                          SUPERSEDED SURVEY CONTROL
 KK0706
 KK0706  NGVD 29 (??/??/92) 1992.958  (m)         6538.56   (f) ADJ UNCH    1 2
 KK0706
 KK0706.Superseded values are not recommended for survey control.
 KK0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0706.See file dsdata.txt to determine how the superseded data were derived.
 KK0706
 KK0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD780622(NAD 83)
 KK0706_MARKER: DB = BENCH MARK DISK
 KK0706_SETTING: 66 = SET IN ROCK OUTCROP
 KK0706_SP_SET: 8 BY 8 FT ROCK
 KK0706_STAMPING: L 306 1951
 KK0706_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0706+STABILITY: POSITION/ELEVATION WELL
 KK0706
 KK0706  HISTORY     - Date     Condition        Report By
 KK0706  HISTORY     - 1951     MONUMENTED       CGS
 KK0706  HISTORY     - 1955     GOOD             NGS
 KK0706  HISTORY     - 19890927 MARK NOT FOUND   NGS
 KK0706
 KK0706                          STATION DESCRIPTION
 KK0706
 KK0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0706'1.8 MI NE FROM BUFFALO CREEK.
 KK0706'1.85 MILES NORTHEAST ALONG THE ABANDONED COLORADO AND SOUTHERN
 KK0706'RAILROAD GRADE FROM THE POST OFFICE AT BUFFALO CREEK, 19 FEET EAST
 KK0706'OF THE CENTER LINE OF THE OLD RAIROAD GRADE, 5 FEET ABOVE THE GROUND,
 KK0706'SET IN THE TOP OF AN 8X8 FOOT GRANITE ROCK.
 KK0706
 KK0706                          STATION RECOVERY (1955)
 KK0706
 KK0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0706'RECOVERED IN GOOD CONDITION.
 KK0706
 KK0706                          STATION RECOVERY (1989)
 KK0706
 KK0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KK0706'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0552 ***********************************************************************
 KK0552  DESIGNATION -  L 307
 KK0552  PID         -  KK0552
 KK0552  STATE/COUNTY-  CO/DOUGLAS
 KK0552  USGS QUAD   -  LITTLETON (1994)
 KK0552
 KK0552                         *CURRENT SURVEY CONTROL
 KK0552  ___________________________________________________________________
 KK0552* NAD 83(1986)-  39 33 01.     (N)    105 02 45.     (W)     SCALED    
 KK0552* NAVD 88     -      1672.238  (meters)    5486.33   (feet)  POSTED    
 KK0552  ___________________________________________________________________
 KK0552  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 KK0552  DYNAMIC HT  -        1670.570 (meters)    5480.86  (feet)  COMP
 KK0552  MODELED GRAV-     979,573.7   (mgal)                       NAVD 88
 KK0552
 KK0552  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0552
 KK0552.The horizontal coordinates were scaled from a topographic map and have
 KK0552.an estimated accuracy of +/- 6 seconds.
 KK0552
 KK0552.The orthometric height was determined by differential leveling
 KK0552.and adjusted by the National Geodetic Survey in 1992..
 KK0552.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0552.rate of 1.1 thru 2.0 mm/km.
 KK0552
 KK0552.The geoid height was determined by GEOID03.
 KK0552
 KK0552.The dynamic height is computed by dividing the NAVD 88
 KK0552.geopotential number by the normal gravity value computed on the
 KK0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0552.degrees latitude (g = 980.6199 gals.).
 KK0552
 KK0552.The modeled gravity was interpolated from observed gravity values.
 KK0552
 KK0552;                    North         East    Units  Estimated Accuracy
 KK0552;SPC CO C     -   495,500.      953,440.      MT  (+/- 180 meters Scaled)
 KK0552
 KK0552                          SUPERSEDED SURVEY CONTROL
 KK0552
 KK0552  NGVD 29 (??/??/92) 1671.297  (m)         5483.25   (f) ADJ UNCH    1 2
 KK0552
 KK0552.Superseded values are not recommended for survey control.
 KK0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0552.See file dsdata.txt to determine how the superseded data were derived.
 KK0552
 KK0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD960778(NAD 83)
 KK0552_MARKER: DB = BENCH MARK DISK
 KK0552_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0552_SP_SET: SWITCH BOX BASE
 KK0552_STAMPING: L 307 1951
 KK0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0552
 KK0552  HISTORY     - Date     Condition        Report By
 KK0552  HISTORY     - 1951     MONUMENTED       CGS
 KK0552  HISTORY     - 1955     GOOD             NGS
 KK0552  HISTORY     - 1983     MARK NOT FOUND   NGS
 KK0552
 KK0552                          STATION DESCRIPTION
 KK0552
 KK0552'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0552'4.9 MI S FROM LITTLETON.
 KK0552'4.9 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN
 KK0552'RAILROAD FROM THE STATION AT LITTLETON, AT ROAD CROSSING,
 KK0552'366 FEET SOUTH OF THE CENTER OF THE ROAD CROSSING, 38 FEET EAST
 KK0552'OF THE CENTER LINE OF A GRAVELED ROAD, 10.6 FEET WEST OF THE WEST
 KK0552'RAIL, 10 FEET NORTHEAST OF A TELEPHONE POLE, 0.2 MILE SOUTHWEST OF
 KK0552'A RED BRICK SCHOOLHOUSE, SET IN THE TOP OF THE SOUTHWEST CORNER
 KK0552'OF A CONCRETE SWITCH BOX BASE.
 KK0552
 KK0552                          STATION RECOVERY (1955)
 KK0552
 KK0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0552'RECOVERED IN GOOD CONDITION.
 KK0552
 KK0552                          STATION RECOVERY (1983)
 KK0552
 KK0552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0552'THERE IS NO RAILROAD SWITCH AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0507 ***********************************************************************
 LL0507  DESIGNATION -  L 308
 LL0507  PID         -  LL0507
 LL0507  STATE/COUNTY-  CO/LARIMER
 LL0507  USGS QUAD   -  ROUND BUTTE (1975)
 LL0507
 LL0507                         *CURRENT SURVEY CONTROL
 LL0507  ___________________________________________________________________
 LL0507* NAD 83(1986)-  40 53 06.     (N)    105 02 50.     (W)     SCALED    
 LL0507* NAVD 88     -      1776.224  (meters)    5827.49   (feet)  ADJUSTED  
 LL0507  ___________________________________________________________________
 LL0507  GEOID HEIGHT-         -15.38  (meters)                     GEOID03
 LL0507  DYNAMIC HT  -        1774.689 (meters)    5822.46  (feet)  COMP
 LL0507  MODELED GRAV-     979,697.5   (mgal)                       NAVD 88
 LL0507
 LL0507  VERT ORDER  -  SECOND    CLASS 0
 LL0507
 LL0507.The horizontal coordinates were scaled from a topographic map and have
 LL0507.an estimated accuracy of +/- 6 seconds.
 LL0507
 LL0507.The orthometric height was determined by differential leveling
 LL0507.and adjusted by the National Geodetic Survey in June 1991..
 LL0507
 LL0507.The geoid height was determined by GEOID03.
 LL0507
 LL0507.The dynamic height is computed by dividing the NAVD 88
 LL0507.geopotential number by the normal gravity value computed on the
 LL0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0507.degrees latitude (g = 980.6199 gals.).
 LL0507
 LL0507.The modeled gravity was interpolated from observed gravity values.
 LL0507
 LL0507;                    North         East    Units  Estimated Accuracy
 LL0507;SPC CO N     -   477,190.      952,560.      MT  (+/- 180 meters Scaled)
 LL0507
 LL0507                          SUPERSEDED SURVEY CONTROL
 LL0507
 LL0507  NGVD 29 (??/??/92) 1775.217  (m)         5824.19   (f) ADJ UNCH    2 0
 LL0507
 LL0507.Superseded values are not recommended for survey control.
 LL0507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0507.See file dsdata.txt to determine how the superseded data were derived.
 LL0507
 LL0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF960259(NAD 83)
 LL0507_MARKER: DB = BENCH MARK DISK
 LL0507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0507_STAMPING: L 308 1952
 LL0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0507+STABILITY: SURFACE MOTION
 LL0507
 LL0507  HISTORY     - Date     Condition        Report By
 LL0507  HISTORY     - 1952     MONUMENTED       CGS
 LL0507
 LL0507                          STATION DESCRIPTION
 LL0507
 LL0507'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0507'11.4 MI SW FROM CARR.
 LL0507'2.2 MILES WEST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 LL0507'RAILROAD STATION AT CARR, THENCE 0.5 MILE NORTH ALONG A GRAVELED
 LL0507'ROAD, THENCE 0.75 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.85 MILE
 LL0507'NORTHWEST ALONG A GRAVELED ROAD, THENCE 2.45 MILE WEST ALONG A
 LL0507'GRAVELED ROAD, THENCE 0.6 MILE NORTHWEST ALONG A DIRT ROAD, THENCE
 LL0507'1.25 MILES SOUTHWEST ALONG A TRACK ROAD, THENCE 0.55 MILE SOUTH
 LL0507'ALONG A TRACK ROAD, THENCE 1.25 MILES SOUTHWEST ALONG A TRACK ROAD,
 LL0507'THENCE 0.5 MILE SOUTH ALONG A TRACK ROAD, THENCE 0.45 MILE WEST ALONG
 LL0507'A TRACK ROAD, ON TOP OF A SMALL HILL, 44 FEET NORTH OF THE CENTER
 LL0507'LINE OF A TRACK ROAD, 3.8 FEET WEST OF A WITNESS POST, 2.2 FEET SOUTH
 LL0507'OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT
 LL0507'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0366 ***********************************************************************
 LL0366  DESIGNATION -  L 309
 LL0366  PID         -  LL0366
 LL0366  STATE/COUNTY-  CO/WELD
 LL0366  USGS QUAD   -  CHALK BLUFFS SE (1972)
 LL0366
 LL0366                         *CURRENT SURVEY CONTROL
 LL0366  ___________________________________________________________________
 LL0366* NAD 83(1986)-  40 52 10.     (N)    104 36 34.     (W)     SCALED    
 LL0366* NAVD 88     -      1637.078  (meters)    5370.98   (feet)  ADJUSTED  
 LL0366  ___________________________________________________________________
 LL0366  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 LL0366  DYNAMIC HT  -        1635.692 (meters)    5366.43  (feet)  COMP
 LL0366  MODELED GRAV-     979,720.4   (mgal)                       NAVD 88
 LL0366
 LL0366  VERT ORDER  -  SECOND    CLASS 0
 LL0366
 LL0366.The horizontal coordinates were scaled from a topographic map and have
 LL0366.an estimated accuracy of +/- 6 seconds.
 LL0366
 LL0366.The orthometric height was determined by differential leveling
 LL0366.and adjusted by the National Geodetic Survey in June 1991..
 LL0366
 LL0366.The geoid height was determined by GEOID03.
 LL0366
 LL0366.The dynamic height is computed by dividing the NAVD 88
 LL0366.geopotential number by the normal gravity value computed on the
 LL0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0366.degrees latitude (g = 980.6199 gals.).
 LL0366
 LL0366.The modeled gravity was interpolated from observed gravity values.
 LL0366
 LL0366;                    North         East    Units  Estimated Accuracy
 LL0366;SPC CO N     -   475,740.      989,480.      MT  (+/- 180 meters Scaled)
 LL0366
 LL0366                          SUPERSEDED SURVEY CONTROL
 LL0366
 LL0366  NGVD 29 (??/??/92) 1636.140  (m)         5367.90   (f) ADJ UNCH    2 0
 LL0366
 LL0366.Superseded values are not recommended for survey control.
 LL0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0366.See file dsdata.txt to determine how the superseded data were derived.
 LL0366
 LL0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF329243(NAD 83)
 LL0366_MARKER: DB = BENCH MARK DISK
 LL0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0366_STAMPING: L 309 1952
 LL0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0366+STABILITY: SURFACE MOTION
 LL0366
 LL0366  HISTORY     - Date     Condition        Report By
 LL0366  HISTORY     - 1952     MONUMENTED       CGS
 LL0366
 LL0366                          STATION DESCRIPTION
 LL0366
 LL0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0366'15.9 MI SE FROM CARR.
 LL0366'4.25 MILES EAST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 LL0366'RAILROAD STATION AT CARR, THENCE 2.0 MILES SOUTH ALONG U.S.
 LL0366'HIGHWAY 85, THENCE 9.65 MILES EAST ALONG A GRAVELED ROAD, 0.25
 LL0366'MILE SOUTHWEST OF A WINDMILL, 0.1 MILE EAST OF A FENCE LEADING
 LL0366'SOUTH, 30 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD,
 LL0366'2.5 FEET NORTH OF AN EAST AND WEST FENCE, 2.9 FEET WEST OF A
 LL0366'WITNESS POST, 0.4 MILE WEST OF A GRAVELED ROAD LEADING SOUTH,
 LL0366'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 LL0366'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0205 ***********************************************************************
 HL0205  DESIGNATION -  L 31
 HL0205  PID         -  HL0205
 HL0205  STATE/COUNTY-  CO/LA PLATA
 HL0205  USGS QUAD   -  TIFFANY (1968)
 HL0205
 HL0205                         *CURRENT SURVEY CONTROL
 HL0205  ___________________________________________________________________
 HL0205* NAD 83(1986)-  37 00 34.     (N)    107 35 58.     (W)     SCALED    
 HL0205* NAVD 88     -      1878.267  (meters)    6162.28   (feet)  ADJUSTED  
 HL0205  ___________________________________________________________________
 HL0205  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 HL0205  DYNAMIC HT  -        1875.835 (meters)    6154.30  (feet)  COMP
 HL0205  MODELED GRAV-     979,270.6   (mgal)                       NAVD 88
 HL0205
 HL0205  VERT ORDER  -  FIRST     CLASS II
 HL0205
 HL0205.The horizontal coordinates were scaled from a topographic map and have
 HL0205.an estimated accuracy of +/- 6 seconds.
 HL0205
 HL0205.The orthometric height was determined by differential leveling
 HL0205.and adjusted by the National Geodetic Survey in June 1991..
 HL0205
 HL0205.The geoid height was determined by GEOID03.
 HL0205
 HL0205.The dynamic height is computed by dividing the NAVD 88
 HL0205.geopotential number by the normal gravity value computed on the
 HL0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0205.degrees latitude (g = 980.6199 gals.).
 HL0205
 HL0205.The modeled gravity was interpolated from observed gravity values.
 HL0205
 HL0205;                    North         East    Units  Estimated Accuracy
 HL0205;SPC CO S     -   344,940.      727,560.      MT  (+/- 180 meters Scaled)
 HL0205
 HL0205                          SUPERSEDED SURVEY CONTROL
 HL0205
 HL0205  NGVD 29 (??/??/92) 1877.050  (m)         6158.29   (f) ADJ UNCH    1 2
 HL0205
 HL0205.Superseded values are not recommended for survey control.
 HL0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0205.See file dsdata.txt to determine how the superseded data were derived.
 HL0205
 HL0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA687990(NAD 83)
 HL0205_MARKER: DB = BENCH MARK DISK
 HL0205_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HL0205_SP_SET: ABUTMENT
 HL0205_STAMPING: L 31 1934
 HL0205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0205
 HL0205  HISTORY     - Date     Condition        Report By
 HL0205  HISTORY     - 1934     MONUMENTED       CGS
 HL0205
 HL0205                          STATION DESCRIPTION
 HL0205
 HL0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0205'7.2 MI SE FROM IGNACIO.
 HL0205'7.2 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 HL0205'FROM IGNACIO, LA PLATA COUNTY, AT BRIDGE 418.62 OVER PINE RIVER, AND
 HL0205'IN THE NORTH END OF THE WEST ABUTMENT.  A STANDARD DISK, STAMPED L 31
 HL0205'1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0005 ***********************************************************************
 LL0005  DESIGNATION -  L 310
 LL0005  PID         -  LL0005
 LL0005  STATE/COUNTY-  CO/WELD
 LL0005  USGS QUAD   -  GROVER NORTH (1972)
 LL0005
 LL0005                         *CURRENT SURVEY CONTROL
 LL0005  ___________________________________________________________________
 LL0005* NAD 83(1986)-  40 54 04.     (N)    104 14 43.     (W)     SCALED    
 LL0005* NAVD 88     -      1561.581  (meters)    5123.29   (feet)  ADJUSTED  
 LL0005  ___________________________________________________________________
 LL0005  GEOID HEIGHT-         -18.13  (meters)                     GEOID03
 LL0005  DYNAMIC HT  -        1560.316 (meters)    5119.14  (feet)  COMP
 LL0005  MODELED GRAV-     979,758.8   (mgal)                       NAVD 88
 LL0005
 LL0005  VERT ORDER  -  SECOND    CLASS 0
 LL0005
 LL0005.The horizontal coordinates were scaled from a topographic map and have
 LL0005.an estimated accuracy of +/- 6 seconds.
 LL0005
 LL0005.The orthometric height was determined by differential leveling
 LL0005.and adjusted by the National Geodetic Survey in June 1991..
 LL0005
 LL0005.The geoid height was determined by GEOID03.
 LL0005
 LL0005.The dynamic height is computed by dividing the NAVD 88
 LL0005.geopotential number by the normal gravity value computed on the
 LL0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0005.degrees latitude (g = 980.6199 gals.).
 LL0005
 LL0005.The modeled gravity was interpolated from observed gravity values.
 LL0005
 LL0005;                    North         East    Units  Estimated Accuracy
 LL0005;SPC CO N     -   479,630.    1,020,120.      MT  (+/- 180 meters Scaled)
 LL0005
 LL0005                          SUPERSEDED SURVEY CONTROL
 LL0005
 LL0005  NGVD 29 (??/??/92) 1560.750  (m)         5120.56   (f) ADJ UNCH    2 0
 LL0005
 LL0005.Superseded values are not recommended for survey control.
 LL0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0005.See file dsdata.txt to determine how the superseded data were derived.
 LL0005
 LL0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF635280(NAD 83)
 LL0005_MARKER: DB = BENCH MARK DISK
 LL0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0005_STAMPING: L 310 1952
 LL0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0005+STABILITY: SURFACE MOTION
 LL0005
 LL0005  HISTORY     - Date     Condition        Report By
 LL0005  HISTORY     - 1952     MONUMENTED       CGS
 LL0005
 LL0005                          STATION DESCRIPTION
 LL0005
 LL0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0005'2.6 MI NW FROM GROVER.
 LL0005'2.65 MILES NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LL0005'RAILROAD FROM THE STATION AT GROVER, 9.4 FEET NORTHEAST OF A FENCE,
 LL0005'46 FEET SOUTHWEST OF THE CENTER LINE OF A GRAVELED ROAD, 42 FEET
 LL0005'NORTHEAST OF THE NORTHEAST RAIL, 2.6 FEET NORTHWEST OF A WITNESS
 LL0005'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 LL0005'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0558 ***********************************************************************
 LL0558  DESIGNATION -  L 311
 LL0558  PID         -  LL0558
 LL0558  STATE/COUNTY-  CO/LARIMER
 LL0558  USGS QUAD   -  TABLE MOUNTAIN (1978)
 LL0558
 LL0558                         *CURRENT SURVEY CONTROL
 LL0558  ___________________________________________________________________
 LL0558* NAD 83(1986)-  40 57 56.     (N)    105 14 54.     (W)     SCALED    
 LL0558* NAVD 88     -      2205.083  (meters)    7234.51   (feet)  ADJUSTED  
 LL0558  ___________________________________________________________________
 LL0558  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 LL0558  DYNAMIC HT  -        2203.066 (meters)    7227.89  (feet)  COMP
 LL0558  MODELED GRAV-     979,629.4   (mgal)                       NAVD 88
 LL0558
 LL0558  VERT ORDER  -  SECOND    CLASS 0
 LL0558
 LL0558.The horizontal coordinates were scaled from a topographic map and have
 LL0558.an estimated accuracy of +/- 6 seconds.
 LL0558
 LL0558.The orthometric height was determined by differential leveling
 LL0558.and adjusted by the National Geodetic Survey in June 1991..
 LL0558
 LL0558.The geoid height was determined by GEOID03.
 LL0558
 LL0558.The dynamic height is computed by dividing the NAVD 88
 LL0558.geopotential number by the normal gravity value computed on the
 LL0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0558.degrees latitude (g = 980.6199 gals.).
 LL0558
 LL0558.The modeled gravity was interpolated from observed gravity values.
 LL0558
 LL0558;                    North         East    Units  Estimated Accuracy
 LL0558;SPC CO N     -   486,070.      935,590.      MT  (+/- 180 meters Scaled)
 LL0558
 LL0558                          SUPERSEDED SURVEY CONTROL
 LL0558
 LL0558  NGVD 29 (??/??/92) 2203.974  (m)         7230.87   (f) ADJ UNCH    2 0
 LL0558
 LL0558.Superseded values are not recommended for survey control.
 LL0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0558.See file dsdata.txt to determine how the superseded data were derived.
 LL0558
 LL0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF791349(NAD 83)
 LL0558_MARKER: DB = BENCH MARK DISK
 LL0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0558_STAMPING: L 311 1952
 LL0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0558+STABILITY: SURFACE MOTION
 LL0558
 LL0558  HISTORY     - Date     Condition        Report By
 LL0558  HISTORY     - 1952     MONUMENTED       CGS
 LL0558
 LL0558                          STATION DESCRIPTION
 LL0558
 LL0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0558'12.4 MI S FROM GRANITE CANYON.
 LL0558'0.7 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LL0558'AT GRANITE CANYON, THENCE 11.65 MILES SOUTH ALONG A WINDING
 LL0558'GRAVELED ROAD, ON THE SOUTH SLOPE OF A STEEP HILL, 36 FEET WEST OF
 LL0558'THE CENTER LINE OF THE GRAVELED ROAD, 3.2 FEET EAST OF A FENCE,
 LL0558'2.9 FEET SOUTH OF A WITNESS POST, 0.25 MILE NORTH OF A SMALL
 LL0558'WOODEN BRIDGE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LL0558'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0337 ***********************************************************************
 LK0337  DESIGNATION -  L 312
 LK0337  PID         -  LK0337
 LK0337  STATE/COUNTY-  CO/WELD
 LK0337  USGS QUAD   -  BUCKINGHAM (1978)
 LK0337
 LK0337                         *CURRENT SURVEY CONTROL
 LK0337  ___________________________________________________________________
 LK0337* NAD 83(1986)-  40 36 14.     (N)    103 58 24.     (W)     SCALED    
 LK0337* NAVD 88     -      1510.887  (meters)    4956.97   (feet)  POSTED    
 LK0337  ___________________________________________________________________
 LK0337  GEOID HEIGHT-         -18.83  (meters)                     GEOID03
 LK0337  DYNAMIC HT  -        1509.660 (meters)    4952.94  (feet)  COMP
 LK0337  MODELED GRAV-     979,758.6   (mgal)                       NAVD 88
 LK0337
 LK0337  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LK0337
 LK0337.The horizontal coordinates were scaled from a topographic map and have
 LK0337.an estimated accuracy of +/- 6 seconds.
 LK0337
 LK0337.The orthometric height was determined by differential leveling
 LK0337.and adjusted by the National Geodetic Survey in 1992..
 LK0337.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LK0337.rate of 2.1 thru 3.0 mm/km.
 LK0337
 LK0337.The geoid height was determined by GEOID03.
 LK0337
 LK0337.The dynamic height is computed by dividing the NAVD 88
 LK0337.geopotential number by the normal gravity value computed on the
 LK0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0337.degrees latitude (g = 980.6199 gals.).
 LK0337
 LK0337.The modeled gravity was interpolated from observed gravity values.
 LK0337
 LK0337;                    North         East    Units  Estimated Accuracy
 LK0337;SPC CO N     -   446,990.    1,043,610.      MT  (+/- 180 meters Scaled)
 LK0337
 LK0337                          SUPERSEDED SURVEY CONTROL
 LK0337
 LK0337  NGVD 29 (??/??/92) 1510.150  (m)         4954.55   (f) ADJ UNCH    2 0
 LK0337
 LK0337.Superseded values are not recommended for survey control.
 LK0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0337.See file dsdata.txt to determine how the superseded data were derived.
 LK0337
 LK0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE868952(NAD 83)
 LK0337_MARKER: DB = BENCH MARK DISK
 LK0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0337_STAMPING: L 312 1952
 LK0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0337+STABILITY: SURFACE MOTION
 LK0337
 LK0337  HISTORY     - Date     Condition        Report By
 LK0337  HISTORY     - 1952     MONUMENTED       CGS
 LK0337
 LK0337                          STATION DESCRIPTION
 LK0337
 LK0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LK0337'1.4 MI S FROM BUCKINGHAM.
 LK0337'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 LK0337'BUCKINGHAM, THENCE 1.05 MILES SOUTH ALONG A GRAVELED ROAD, 98 FEET
 LK0337'WEST OF THE CENTER LINE OF THE ROAD, 66 FEET WEST OF A FENCE CORNER,
 LK0337'3.2 FEET SOUTH OF A FENCE, 3.6 FEET EAST OF A WITNESS POST, SET IN
 LK0337'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0232 ***********************************************************************
 LL0232  DESIGNATION -  L 314
 LL0232  PID         -  LL0232
 LL0232  STATE/COUNTY-  CO/WELD
 LL0232  USGS QUAD   -  GREELEY (1980)
 LL0232
 LL0232                         *CURRENT SURVEY CONTROL
 LL0232  ___________________________________________________________________
 LL0232* NAD 83(1986)-  40 25 23.     (N)    104 38 23.     (W)     SCALED    
 LL0232* NAVD 88     -      1414.387  (meters)    4640.37   (feet)  ADJUSTED  
 LL0232  ___________________________________________________________________
 LL0232  GEOID HEIGHT-         -18.34  (meters)                     GEOID03
 LL0232  DYNAMIC HT  -        1413.186 (meters)    4636.43  (feet)  COMP
 LL0232  MODELED GRAV-     979,727.0   (mgal)                       NAVD 88
 LL0232
 LL0232  VERT ORDER  -  FIRST     CLASS II
 LL0232
 LL0232.The horizontal coordinates were scaled from a topographic map and have
 LL0232.an estimated accuracy of +/- 6 seconds.
 LL0232
 LL0232.The orthometric height was determined by differential leveling
 LL0232.and adjusted by the National Geodetic Survey in June 1991..
 LL0232
 LL0232.The geoid height was determined by GEOID03.
 LL0232
 LL0232.The dynamic height is computed by dividing the NAVD 88
 LL0232.geopotential number by the normal gravity value computed on the
 LL0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0232.degrees latitude (g = 980.6199 gals.).
 LL0232
 LL0232.The modeled gravity was interpolated from observed gravity values.
 LL0232
 LL0232;                    North         East    Units  Estimated Accuracy
 LL0232;SPC CO N     -   426,150.      987,410.      MT  (+/- 180 meters Scaled)
 LL0232
 LL0232                          SUPERSEDED SURVEY CONTROL
 LL0232
 LL0232  NGVD 29 (??/??/92) 1413.508  (m)         4637.48   (f) ADJ UNCH    1 2
 LL0232
 LL0232.Superseded values are not recommended for survey control.
 LL0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0232.See file dsdata.txt to determine how the superseded data were derived.
 LL0232
 LL0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE305747(NAD 83)
 LL0232_MARKER: DB = BENCH MARK DISK
 LL0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0232_STAMPING: L 314 1956
 LL0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0232+STABILITY: SURFACE MOTION
 LL0232
 LL0232  HISTORY     - Date     Condition        Report By
 LL0232  HISTORY     - 1956     MONUMENTED       CGS
 LL0232  HISTORY     - 1980     GOOD             LOCSUR
 LL0232  HISTORY     - 1983     MARK NOT FOUND   NGS
 LL0232
 LL0232                          STATION DESCRIPTION
 LL0232
 LL0232'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 LL0232'2.6 MI E FROM GREELEY.
 LL0232'2.6 MILES EAST ALONG STATE HIGHWAY 263 FROM THE UNION PACIFIC
 LL0232'RAILROAD STATION AT GREELEY, AT THE SOUTHWEST ENTRANCE TO THE C.F.
 LL0232'CROSIER AIRPORT, 157 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 LL0232'24 FEET SOUTHEAST OF THE CENTER LINE OF AN OILED ROAD LEADING TO
 LL0232'THE AIRPORT, 2.7 FEET NORTH OF THE SOUTHEAST END OF A STONE WALL,
 LL0232'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE
 LL0232'THE GROUND, IN SECTION 2, TOWNSHIP 5 NORTH, RANGE 65 WEST.
 LL0232
 LL0232                          STATION RECOVERY (1980)
 LL0232
 LL0232'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 LL0232'RECOVERED IN GOOD CONDITION.
 LL0232
 LL0232                          STATION RECOVERY (1983)
 LL0232
 LL0232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0032 ***********************************************************************
 LM0032  DESIGNATION -  L 316
 LM0032  PID         -  LM0032
 LM0032  STATE/COUNTY-  CO/JACKSON
 LM0032  USGS QUAD   -  COWDREY (1956)
 LM0032
 LM0032                         *CURRENT SURVEY CONTROL
 LM0032  ___________________________________________________________________
 LM0032* NAD 83(1986)-  40 45 37.     (N)    106 17 14.     (W)     SCALED    
 LM0032* NAVD 88     -      2448.261  (meters)    8032.34   (feet)  ADJUSTED  
 LM0032  ___________________________________________________________________
 LM0032  GEOID HEIGHT-         -11.91  (meters)                     GEOID03
 LM0032  DYNAMIC HT  -        2445.714 (meters)    8023.98  (feet)  COMP
 LM0032  MODELED GRAV-     979,496.2   (mgal)                       NAVD 88
 LM0032
 LM0032  VERT ORDER  -  FIRST     CLASS II
 LM0032
 LM0032.The horizontal coordinates were scaled from a topographic map and have
 LM0032.an estimated accuracy of +/- 6 seconds.
 LM0032
 LM0032.The orthometric height was determined by differential leveling
 LM0032.and adjusted by the National Geodetic Survey in June 1991..
 LM0032
 LM0032.The geoid height was determined by GEOID03.
 LM0032
 LM0032.The dynamic height is computed by dividing the NAVD 88
 LM0032.geopotential number by the normal gravity value computed on the
 LM0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0032.degrees latitude (g = 980.6199 gals.).
 LM0032
 LM0032.The modeled gravity was interpolated from observed gravity values.
 LM0032
 LM0032;                    North         East    Units  Estimated Accuracy
 LM0032;SPC CO N     -   463,540.      847,930.      MT  (+/- 180 meters Scaled)
 LM0032
 LM0032                          SUPERSEDED SURVEY CONTROL
 LM0032
 LM0032  NGVD 29 (??/??/92) 2446.882  (m)         8027.81   (f) ADJ UNCH    1 2
 LM0032
 LM0032.Superseded values are not recommended for survey control.
 LM0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0032.See file dsdata.txt to determine how the superseded data were derived.
 LM0032
 LM0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF913129(NAD 83)
 LM0032_MARKER: DB = BENCH MARK DISK
 LM0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0032_STAMPING: L 316 1956
 LM0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0032+STABILITY: SURFACE MOTION
 LM0032
 LM0032  HISTORY     - Date     Condition        Report By
 LM0032  HISTORY     - 1956     MONUMENTED       CGS
 LM0032
 LM0032                          STATION DESCRIPTION
 LM0032
 LM0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 LM0032'2.2 MI N FROM WALDEN.
 LM0032'2.2 MILES NORTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 LM0032'RAILROAD FROM THE STATION AT WALDEN, 6 POLES SOUTH OF A PRIVATE ROAD
 LM0032'CROSSING, 46 FEET WEST OF THE WEST RAIL, 35 FEET NORTH OF MILEPOST 90,
 LM0032'3.7 FEET NORTHWEST OF A FENCE CORNER, 2.4 FEET SOUTH OF A WITNESS
 LM0032'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 LM0032'THE GROUND, IN THE SOUTHEAST 1/4 OF SECTION 8, TOWNSHIP 9 NORTH, RANGE
 LM0032'79 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0264 ***********************************************************************
 HK0264  DESIGNATION -  L 32
 HK0264  PID         -  HK0264
 HK0264  STATE/COUNTY-  CO/CONEJOS
 HK0264  USGS QUAD   -  MANASSA (1982)
 HK0264
 HK0264                         *CURRENT SURVEY CONTROL
 HK0264  ___________________________________________________________________
 HK0264* NAD 83(1986)-  37 09 09.     (N)    105 59 35.     (W)     SCALED    
 HK0264* NAVD 88     -      2369.835  (meters)    7775.03   (feet)  ADJUSTED  
 HK0264  ___________________________________________________________________
 HK0264  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 HK0264  DYNAMIC HT  -        2366.676 (meters)    7764.67  (feet)  COMP
 HK0264  MODELED GRAV-     979,212.0   (mgal)                       NAVD 88
 HK0264
 HK0264  VERT ORDER  -  FIRST     CLASS II
 HK0264
 HK0264.The horizontal coordinates were scaled from a topographic map and have
 HK0264.an estimated accuracy of +/- 6 seconds.
 HK0264
 HK0264.The orthometric height was determined by differential leveling
 HK0264.and adjusted by the National Geodetic Survey in June 1991..
 HK0264
 HK0264.The geoid height was determined by GEOID03.
 HK0264
 HK0264.The dynamic height is computed by dividing the NAVD 88
 HK0264.geopotential number by the normal gravity value computed on the
 HK0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0264.degrees latitude (g = 980.6199 gals.).
 HK0264
 HK0264.The modeled gravity was interpolated from observed gravity values.
 HK0264
 HK0264;                    North         East    Units  Estimated Accuracy
 HK0264;SPC CO S     -   358,840.      870,600.      MT  (+/- 180 meters Scaled)
 HK0264
 HK0264                          SUPERSEDED SURVEY CONTROL
 HK0264
 HK0264  NGVD 29 (??/??/92) 2368.576  (m)         7770.90   (f) ADJ UNCH    1 2
 HK0264
 HK0264.Superseded values are not recommended for survey control.
 HK0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0264.See file dsdata.txt to determine how the superseded data were derived.
 HK0264
 HK0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB118122(NAD 83)
 HK0264_MARKER: DB = BENCH MARK DISK
 HK0264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0264_STAMPING: L 32 1933
 HK0264_MARK LOGO: CGS   
 HK0264_PROJECTION: PROJECTING 10 CENTIMETERS
 HK0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0264+STABILITY: SURFACE MOTION
 HK0264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HK0264+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 HK0264
 HK0264  HISTORY     - Date     Condition        Report By
 HK0264  HISTORY     - 1933     MONUMENTED       CGS
 HK0264  HISTORY     - 1934     GOOD             NGS
 HK0264  HISTORY     - 1984     GOOD             NGS
 HK0264  HISTORY     - 20040925 GOOD             GEOCAC
 HK0264
 HK0264                          STATION DESCRIPTION
 HK0264
 HK0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HK0264'5.5 MI N FROM ANTONITO.
 HK0264'ABOUT 5.4 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 HK0264'FROM ANTONITO, CONEJOS COUNTY, ABOUT 1.6 MILES SOUTH OF ROMEO, ABOUT
 HK0264'5 POLES NORTH OF MILEPOST 275, 33 FEET NORTH OF THE CENTER OF
 HK0264'A ROAD CROSSING, AND ABOUT 35 FEET EAST OF THE CENTER LINE OF THE
 HK0264'TRACK.  A STANDARD DISK, STAMPED 7770.903 L 32 1933 AND SET IN THE
 HK0264'TOP OF A CONCRETE POST PROJECTING ABOUT 10 INCHES ABOVE GROUND.
 HK0264
 HK0264                          STATION RECOVERY (1984)
 HK0264
 HK0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0264'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  8.5 KM
 HK0264'(5.3 MI) NORTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE IN
 HK0264'ANTONITO, 0.3 KM (0.2 MI) NORTH OF RAILROAD MILEPOST 275, 40.0 M
 HK0264'(131.2 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 11.3 M (37.1 FT)
 HK0264'EAST OF THE NEAR RAIL, 10.1 M (33.1 FT) NORTH OF THE CENTER OF A
 HK0264'GRAVELED ROAD, AND 5.2 M (17.1 FT) WEST OF A FENCE CORNER.
 HK0264'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 HK0264'THE MARK IS 0.3 M BELOW THE ROAD.
 HK0264
 HK0264                          STATION RECOVERY (2004)
 HK0264
 HK0264'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 HK0264'RECOVERED IN GOOD CONDITION, 33 FEET NORTH OF ROAD M CROSSING.
 HK0264'HANDHELD GPS COORDINATES N37 09 08.7 W 105 59 35.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0625 ***********************************************************************
 KK0625  DESIGNATION -  L 321
 KK0625  PID         -  KK0625
 KK0625  STATE/COUNTY-  CO/JEFFERSON
 KK0625  USGS QUAD   -  RALSTON BUTTES (1965)
 KK0625
 KK0625                         *CURRENT SURVEY CONTROL
 KK0625  ___________________________________________________________________
 KK0625* NAD 83(1986)-  39 51 33.     (N)    105 15 35.     (W)     SCALED    
 KK0625* NAVD 88     -      1910.030  (meters)    6266.49   (feet)  ADJUSTED  
 KK0625  ___________________________________________________________________
 KK0625  GEOID HEIGHT-         -15.39  (meters)                     GEOID03
 KK0625  DYNAMIC HT  -        1908.070 (meters)    6260.06  (feet)  COMP
 KK0625  MODELED GRAV-     979,532.7   (mgal)                       NAVD 88
 KK0625
 KK0625  VERT ORDER  -  SECOND    CLASS 0
 KK0625
 KK0625.The horizontal coordinates were scaled from a topographic map and have
 KK0625.an estimated accuracy of +/- 6 seconds.
 KK0625
 KK0625.The orthometric height was determined by differential leveling
 KK0625.and adjusted by the National Geodetic Survey in June 1991..
 KK0625
 KK0625.The geoid height was determined by GEOID03.
 KK0625
 KK0625.The dynamic height is computed by dividing the NAVD 88
 KK0625.geopotential number by the normal gravity value computed on the
 KK0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0625.degrees latitude (g = 980.6199 gals.).
 KK0625
 KK0625.The modeled gravity was interpolated from observed gravity values.
 KK0625
 KK0625;                    North         East    Units  Estimated Accuracy
 KK0625;SPC CO C     -   529,720.      934,960.      MT  (+/- 180 meters Scaled)
 KK0625
 KK0625                          SUPERSEDED SURVEY CONTROL
 KK0625
 KK0625  NGVD 29 (??/??/92) 1908.831  (m)         6262.56   (f) ADJ UNCH    2 0
 KK0625
 KK0625.Superseded values are not recommended for survey control.
 KK0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0625.See file dsdata.txt to determine how the superseded data were derived.
 KK0625
 KK0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE777121(NAD 83)
 KK0625_MARKER: DB = BENCH MARK DISK
 KK0625_SETTING: 80 = SET IN A BOULDER
 KK0625_STAMPING: L 321 1952
 KK0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0625+STABILITY: SURFACE MOTION
 KK0625
 KK0625  HISTORY     - Date     Condition        Report By
 KK0625  HISTORY     - 1952     MONUMENTED       CGS
 KK0625  HISTORY     - 1982     GOOD             NGS
 KK0625
 KK0625                          STATION DESCRIPTION
 KK0625
 KK0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0625'12 MI NW FROM ARVADA.
 KK0625'12.0 MILES NORTHWEST ALONG THE DENVER AND SALT LAKE RAILROAD
 KK0625'FROM THE STATION AT ARVADA, 210 FEET NORTHEAST OF MILEPOST 19,
 KK0625'90 FEET EAST OF THE EAST RAIL, 6 FEET EAST OF A FENCE, 4 FEET
 KK0625'BELOW THE TOP OF THE RAILS, 2.5 FEET ABOVE THE GROUND, SET IN THE
 KK0625'TOP OF THE CENTER OF A 4X4 FOOT GRANITE BOULDER.
 KK0625
 KK0625                          STATION RECOVERY (1982)
 KK0625
 KK0625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0625'TO REACH THE BENCH MARK FROM THE INTERSECTION OF STATE HIGHWAY 93 AND
 KK0625'THE DENVER AND RIO GRANDE RAILROAD TRACKS, GO WEST ON THE GRAVEL
 KK0625'ACCESS ROAD THROUGH A GATE WHICH MAYBE LOCKED ON THE SOUTH SIDE OF
 KK0625'THE TRACKS FOR 1.75 MI TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0730 ***********************************************************************
 LL0730  DESIGNATION -  L 322
 LL0730  PID         -  LL0730
 LL0730  STATE/COUNTY-  CO/LARIMER
 LL0730  USGS QUAD   -  LOVELAND (1984)
 LL0730
 LL0730                         *CURRENT SURVEY CONTROL
 LL0730  ___________________________________________________________________
 LL0730* NAD 83(1986)-  40 24 37.     (N)    105 06 42.     (W)     SCALED    
 LL0730* NAVD 88     -      1545.152  (meters)    5069.39   (feet)  ADJUSTED  
 LL0730  ___________________________________________________________________
 LL0730  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 LL0730  DYNAMIC HT  -        1543.815 (meters)    5065.00  (feet)  COMP
 LL0730  MODELED GRAV-     979,705.9   (mgal)                       NAVD 88
 LL0730
 LL0730  VERT ORDER  -  SECOND    CLASS 0
 LL0730
 LL0730.The horizontal coordinates were scaled from a topographic map and have
 LL0730.an estimated accuracy of +/- 6 seconds.
 LL0730
 LL0730.The orthometric height was determined by differential leveling
 LL0730.and adjusted by the National Geodetic Survey in June 1991..
 LL0730
 LL0730.The geoid height was determined by GEOID03.
 LL0730
 LL0730.The dynamic height is computed by dividing the NAVD 88
 LL0730.geopotential number by the normal gravity value computed on the
 LL0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0730.degrees latitude (g = 980.6199 gals.).
 LL0730
 LL0730.The modeled gravity was interpolated from observed gravity values.
 LL0730
 LL0730;                    North         East    Units  Estimated Accuracy
 LL0730;SPC CO N     -   424,450.      947,360.      MT  (+/- 180 meters Scaled)
 LL0730
 LL0730                          SUPERSEDED SURVEY CONTROL
 LL0730
 LL0730  NGVD 29 (??/??/92) 1544.156  (m)         5066.12   (f) ADJ UNCH    2 0
 LL0730
 LL0730.Superseded values are not recommended for survey control.
 LL0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0730.See file dsdata.txt to determine how the superseded data were derived.
 LL0730
 LL0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE905733(NAD 83)
 LL0730_MARKER: DB = BENCH MARK DISK
 LL0730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0730_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0730_STAMPING: L 322 1952
 LL0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0730+STABILITY: SURFACE MOTION
 LL0730
 LL0730  HISTORY     - Date     Condition        Report By
 LL0730  HISTORY     - 1952     MONUMENTED       CGS
 LL0730  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0730
 LL0730                          STATION DESCRIPTION
 LL0730
 LL0730'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0730'2.2 MI W FROM LOVELAND.
 LL0730'2.1 MILES WEST ALONG U.S. HIGHWAY 34 FROM THE LINCOLN GRADE SCHOOL
 LL0730'AT LOVELAND, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD, 55 FEET
 LL0730'NORTHWEST OF THE NORTHEAST CORNER OF THE MAIN HANGAR AND OFFICE
 LL0730'BUILDING AT THE LOVELAND MINICIPAL AIRPORT, 19 FEET SOUTH OF THE
 LL0730'SOUTHEAST CORNER OF THE NORTH HANGER, 12 FEET NORTHWEST OF A
 LL0730'GASOLINE PUMP, 2.6 FEET WEST OF A POWER POLE, SET IN THE TOP OF A
 LL0730'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 LL0730
 LL0730                          STATION RECOVERY (1984)
 LL0730
 LL0730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0957 ***********************************************************************
 LL0957  DESIGNATION -  L 324
 LL0957  PID         -  LL0957
 LL0957  STATE/COUNTY-  CO/LARIMER
 LL0957  USGS QUAD   -  CRAZY MOUNTAIN (1975)
 LL0957
 LL0957                         *CURRENT SURVEY CONTROL
 LL0957  ___________________________________________________________________
 LL0957* NAD 83(1986)-  40 52 32.     (N)    105 54 57.     (W)     SCALED    
 LL0957* NAVD 88     -      2463.016  (meters)    8080.74   (feet)  ADJUSTED  
 LL0957  ___________________________________________________________________
 LL0957  GEOID HEIGHT-         -11.08  (meters)                     GEOID03
 LL0957  DYNAMIC HT  -        2460.586 (meters)    8072.77  (feet)  COMP
 LL0957  MODELED GRAV-     979,548.2   (mgal)                       NAVD 88
 LL0957
 LL0957  VERT ORDER  -  SECOND    CLASS 0
 LL0957
 LL0957.The horizontal coordinates were scaled from a topographic map and have
 LL0957.an estimated accuracy of +/- 6 seconds.
 LL0957
 LL0957.The orthometric height was determined by differential leveling
 LL0957.and adjusted by the National Geodetic Survey in June 1991..
 LL0957
 LL0957.The geoid height was determined by GEOID03.
 LL0957
 LL0957.The dynamic height is computed by dividing the NAVD 88
 LL0957.geopotential number by the normal gravity value computed on the
 LL0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0957.degrees latitude (g = 980.6199 gals.).
 LL0957
 LL0957.The modeled gravity was interpolated from observed gravity values.
 LL0957
 LL0957;                    North         East    Units  Estimated Accuracy
 LL0957;SPC CO N     -   476,120.      879,350.      MT  (+/- 180 meters Scaled)
 LL0957
 LL0957                          SUPERSEDED SURVEY CONTROL
 LL0957
 LL0957  NGVD 29 (??/??/92) 2461.757  (m)         8076.61   (f) ADJ UNCH    2 0
 LL0957
 LL0957.Superseded values are not recommended for survey control.
 LL0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0957.See file dsdata.txt to determine how the superseded data were derived.
 LL0957
 LL0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF228253(NAD 83)
 LL0957_MARKER: DB = BENCH MARK DISK
 LL0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0957_STAMPING: L 324 1951
 LL0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0957+STABILITY: SURFACE MOTION
 LL0957
 LL0957  HISTORY     - Date     Condition        Report By
 LL0957  HISTORY     - 1951     MONUMENTED       CGS
 LL0957
 LL0957                          STATION DESCRIPTION
 LL0957
 LL0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0957'7.6 MI NE FROM GLENDEVEY.
 LL0957'7.05 MILES NORTHEAST ALONG A WINDING GRAVELED ROAD FROM THE
 LL0957'GROCERY STORE AT GLENDEVEY LODGE, THENCE 0.5 MILE NORTHWEST
 LL0957'ALONG THE ROAD LEADING TO WOODS LANDING, 59 FEET NORTH OF THE
 LL0957'CENTER LINE OF THE ROAD, 9.8 FEET NORTH OF A FENCE, 2 FEET EAST
 LL0957'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LL0957'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0933 ***********************************************************************
 LL0933  DESIGNATION -  L 325
 LL0933  PID         -  LL0933
 LL0933  STATE/COUNTY-  CO/LARIMER
 LL0933  USGS QUAD   -  BOSTON PEAK (1962)
 LL0933
 LL0933                         *CURRENT SURVEY CONTROL
 LL0933  ___________________________________________________________________
 LL0933* NAD 83(1986)-  40 37 33.     (N)    105 51 20.     (W)     SCALED    
 LL0933* NAVD 88     -      2722.116  (meters)    8930.81   (feet)  ADJUSTED  
 LL0933  ___________________________________________________________________
 LL0933  GEOID HEIGHT-         -11.18  (meters)                     GEOID03
 LL0933  DYNAMIC HT  -        2719.166 (meters)    8921.13  (feet)  COMP
 LL0933  MODELED GRAV-     979,441.8   (mgal)                       NAVD 88
 LL0933
 LL0933  VERT ORDER  -  SECOND    CLASS 0
 LL0933
 LL0933.The horizontal coordinates were scaled from a topographic map and have
 LL0933.an estimated accuracy of +/- 6 seconds.
 LL0933
 LL0933.The orthometric height was determined by differential leveling
 LL0933.and adjusted by the National Geodetic Survey in June 1991..
 LL0933
 LL0933.The geoid height was determined by GEOID03.
 LL0933
 LL0933.The dynamic height is computed by dividing the NAVD 88
 LL0933.geopotential number by the normal gravity value computed on the
 LL0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0933.degrees latitude (g = 980.6199 gals.).
 LL0933
 LL0933.The modeled gravity was interpolated from observed gravity values.
 LL0933
 LL0933;                    North         East    Units  Estimated Accuracy
 LL0933;SPC CO N     -   448,370.      884,320.      MT  (+/- 180 meters Scaled)
 LL0933
 LL0933                          SUPERSEDED SURVEY CONTROL
 LL0933
 LL0933  NGVD 29 (??/??/92) 2720.691  (m)         8926.13   (f) ADJ UNCH    2 0
 LL0933
 LL0933.Superseded values are not recommended for survey control.
 LL0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0933.See file dsdata.txt to determine how the superseded data were derived.
 LL0933
 LL0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE276975(NAD 83)
 LL0933_MARKER: DB = BENCH MARK DISK
 LL0933_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LL0933_SP_SET: LARGE ROCK
 LL0933_STAMPING: L 325 1951
 LL0933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0933
 LL0933  HISTORY     - Date     Condition        Report By
 LL0933  HISTORY     - 1951     MONUMENTED       CGS
 LL0933
 LL0933                          STATION DESCRIPTION
 LL0933
 LL0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0933'16.1 MI SE FROM GLENDEVEY.
 LL0933'3.2 MILES EAST ALONG A WINDING GRAVELED ROAD FROM THE GROCERY
 LL0933'STORE AT GLENDEVEY LODGE, THENCE 12.9 MILES SOUTH ALONG A WINDING
 LL0933'GRAVELED ROAD, 47 FEET WEST OF THE CENTER LINE OF THE ROAD, 40
 LL0933'FEET WEST OF A TELEPHONE POLE, FLUSH WITH THE GROUND, SET IN
 LL0933'THE TOP OF A LARGE GRANITE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0668 ***********************************************************************
 LL0668  DESIGNATION -  L 326
 LL0668  PID         -  LL0668
 LL0668  STATE/COUNTY-  CO/BOULDER
 LL0668  USGS QUAD   -  RAYMOND (1978)
 LL0668
 LL0668                         *CURRENT SURVEY CONTROL
 LL0668  ___________________________________________________________________
 LL0668* NAD 83(1986)-  40 09 54.     (N)    105 27 28.     (W)     SCALED    
 LL0668* NAVD 88     -      2459.151  (meters)    8068.06   (feet)  ADJUSTED  
 LL0668  ___________________________________________________________________
 LL0668  GEOID HEIGHT-         -13.52  (meters)                     GEOID03
 LL0668  DYNAMIC HT  -        2456.569 (meters)    8059.59  (feet)  COMP
 LL0668  MODELED GRAV-     979,486.0   (mgal)                       NAVD 88
 LL0668
 LL0668  VERT ORDER  -  SECOND    CLASS 0
 LL0668
 LL0668.The horizontal coordinates were scaled from a topographic map and have
 LL0668.an estimated accuracy of +/- 6 seconds.
 LL0668
 LL0668.The orthometric height was determined by differential leveling
 LL0668.and adjusted by the National Geodetic Survey in June 1991..
 LL0668
 LL0668.The geoid height was determined by GEOID03.
 LL0668
 LL0668.The dynamic height is computed by dividing the NAVD 88
 LL0668.geopotential number by the normal gravity value computed on the
 LL0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0668.degrees latitude (g = 980.6199 gals.).
 LL0668
 LL0668.The modeled gravity was interpolated from observed gravity values.
 LL0668
 LL0668;                    North         East    Units  Estimated Accuracy
 LL0668;SPC CO N     -   397,140.      918,000.      MT  (+/- 180 meters Scaled)
 LL0668
 LL0668                          SUPERSEDED SURVEY CONTROL
 LL0668
 LL0668  NGVD 29 (??/??/92) 2457.895  (m)         8063.94   (f) ADJ UNCH    2 0
 LL0668
 LL0668.Superseded values are not recommended for survey control.
 LL0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0668.See file dsdata.txt to determine how the superseded data were derived.
 LL0668
 LL0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE610461(NAD 83)
 LL0668_MARKER: DB = BENCH MARK DISK
 LL0668_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LL0668_SP_SET: FLAT ROCK
 LL0668_STAMPING: L 326 1951
 LL0668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LL0668+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 LL0668
 LL0668  HISTORY     - Date     Condition        Report By
 LL0668  HISTORY     - 1951     MONUMENTED       CGS
 LL0668  HISTORY     - 1985     GOOD             NGS
 LL0668  HISTORY     - 19990913 GOOD             USPSQD
 LL0668  HISTORY     - 20010331 GOOD             NGS
 LL0668  HISTORY     - 20031010 GOOD             USPSQD
 LL0668  HISTORY     - 20050901 GOOD             USPSQD
 LL0668
 LL0668                          STATION DESCRIPTION
 LL0668
 LL0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0668'1.2 MI NW FROM RAYMOND.
 LL0668'1.2 MILES NORTHWEST ALONG STATE HIGHWAY 7 FROM ITS JUNCTION WITH
 LL0668'STATE HIGHWAY 160 AT RAYMOND, 72 FEET NORTHEAST OF THE CENTER
 LL0668'LINE OF THE HIGHWAY, 19 FEET NORTH OF A POWER POLE,
 LL0668'12 FEET EAST OF A 20 INCH TRIANGULAR BLAZED PINE
 LL0668'TREE, SET IN THE TOP OF A FLAT GRANITE ROCK.
 LL0668
 LL0668                          STATION RECOVERY (1985)
 LL0668
 LL0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LL0668'A NEW DESC: 1.9 KM (1.2 MI) NORTHWEST ALONG THE OLD STATE HIGHWAY 7
 LL0668'FROM ITS JUNCTION WITH STATE HIGHWAY 160 AT RAYMOND. FROM THE
 LL0668'INTERSECTION OF STATE HIGHWAYS 72 AND 7, ABOUT 1.6 KM (1.0 MI) NORTH
 LL0668'OF RAYMOND, GO EAST ON HIGHWAY 7 FOR 0.2 KM (0.15 MI) TO A SIDE ROAD
 LL0668'RIGHT, TURN RIGHT, SOUTH, ON THE OLD HIGHWAY FOR 0.2 KM (0.1 MI) TO
 LL0668'THE MARK ON THE LEFT. IT IS 22.0 M (72 FT) NORTHEAST OF THE
 LL0668'CENTERLINE OF THE OLD HIGHWAY, 5.8 M (19 FT) NORTH OF A POWER POLE,
 LL0668'3.7 M (12 FT) EAST OF AN OLD BLAZE ON A 20-IN PINE TREE, SET IN THE
 LL0668'TOP OF A LARGE FLAT GRANITE OUTCROP.
 LL0668
 LL0668                          STATION RECOVERY (1999)
 LL0668
 LL0668'RECOVERY NOTE BY US POWER SQUADRON 1999
 LL0668'RECOVERED IN GOOD CONDITION.
 LL0668
 LL0668                          STATION RECOVERY (2001)
 LL0668
 LL0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0668'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL0668
 LL0668                          STATION RECOVERY (2003)
 LL0668
 LL0668'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 LL0668'RECOVERED IN GOOD CONDITION.
 LL0668
 LL0668                          STATION RECOVERY (2005)
 LL0668
 LL0668'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 LL0668'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0852 ***********************************************************************
 LL0852  DESIGNATION -  L 327
 LL0852  PID         -  LL0852
 LL0852  STATE/COUNTY-  CO/LARIMER
 LL0852  USGS QUAD   -  CHAMBERS LAKE (1977)
 LL0852
 LL0852                         *CURRENT SURVEY CONTROL
 LL0852  ___________________________________________________________________
 LL0852* NAD 83(1986)-  40 31 06.     (N)    105 46 18.     (W)     SCALED    
 LL0852* NAVD 88     -      3072.814  (meters)   10081.39   (feet)  ADJUSTED  
 LL0852  ___________________________________________________________________
 LL0852  GEOID HEIGHT-         -11.25  (meters)                     GEOID03
 LL0852  DYNAMIC HT  -        3069.289 (meters)   10069.83  (feet)  COMP
 LL0852  MODELED GRAV-     979,364.7   (mgal)                       NAVD 88
 LL0852
 LL0852  VERT ORDER  -  SECOND    CLASS 0
 LL0852
 LL0852.The horizontal coordinates were scaled from a topographic map and have
 LL0852.an estimated accuracy of +/- 6 seconds.
 LL0852
 LL0852.The orthometric height was determined by differential leveling
 LL0852.and adjusted by the National Geodetic Survey in June 1991..
 LL0852
 LL0852.The geoid height was determined by GEOID03.
 LL0852
 LL0852.The dynamic height is computed by dividing the NAVD 88
 LL0852.geopotential number by the normal gravity value computed on the
 LL0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0852.degrees latitude (g = 980.6199 gals.).
 LL0852
 LL0852.The modeled gravity was interpolated from observed gravity values.
 LL0852
 LL0852;                    North         East    Units  Estimated Accuracy
 LL0852;SPC CO N     -   436,410.      891,380.      MT  (+/- 180 meters Scaled)
 LL0852
 LL0852                          SUPERSEDED SURVEY CONTROL
 LL0852
 LL0852  NGVD 29 (??/??/92) 3071.289  (m)        10076.39   (f) ADJ UNCH    2 0
 LL0852
 LL0852.Superseded values are not recommended for survey control.
 LL0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0852.See file dsdata.txt to determine how the superseded data were derived.
 LL0852
 LL0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE346855(NAD 83)
 LL0852_MARKER: DB = BENCH MARK DISK
 LL0852_SETTING: 80 = SET IN A BOULDER
 LL0852_STAMPING: L 327 1951
 LL0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0852+STABILITY: SURFACE MOTION
 LL0852
 LL0852  HISTORY     - Date     Condition        Report By
 LL0852  HISTORY     - 1951     MONUMENTED       CGS
 LL0852
 LL0852                          STATION DESCRIPTION
 LL0852
 LL0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0852'11.6 MI SE FROM CHAMBERS LAKE.
 LL0852'3.0 MILES SOUTHWEST ALONG STATE HIGHWAY 14 FROM THE ROAD JUNCTION
 LL0852'AT CHAMBERS LAKE, THENCE 8.65 MILES SOUTHEAST ALONG A WINDING
 LL0852'ROAD LEADING TO LONG DRAW RESERVOIR, 15 FEET NORTHEAST OF THE CENTER
 LL0852'LINE OF THE ROAD, LEVEL WITH THE ROAD, SET IN THE TOP OF THE MOST
 LL0852'SOUTHERLY ONE OF TWO LARGE GRANITE BOULDERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0498 ***********************************************************************
 KK0498  DESIGNATION -  L 328
 KK0498  PID         -  KK0498
 KK0498  STATE/COUNTY-  CO/BOULDER
 KK0498  USGS QUAD   -  NEDERLAND (1972)
 KK0498
 KK0498                         *CURRENT SURVEY CONTROL
 KK0498  ___________________________________________________________________
 KK0498* NAD 83(1986)-  39 58 38.     (N)    105 30 31.     (W)     SCALED    
 KK0498* NAVD 88     -      2553.322  (meters)    8377.02   (feet)  ADJUSTED  
 KK0498  ___________________________________________________________________
 KK0498  GEOID HEIGHT-         -13.29  (meters)                     GEOID03
 KK0498  DYNAMIC HT  -        2550.500 (meters)    8367.77  (feet)  COMP
 KK0498  MODELED GRAV-     979,428.1   (mgal)                       NAVD 88
 KK0498
 KK0498  VERT ORDER  -  SECOND    CLASS 0
 KK0498
 KK0498.The horizontal coordinates were scaled from a topographic map and have
 KK0498.an estimated accuracy of +/- 6 seconds.
 KK0498
 KK0498.The orthometric height was determined by differential leveling
 KK0498.and adjusted by the National Geodetic Survey in June 1991..
 KK0498
 KK0498.The geoid height was determined by GEOID03.
 KK0498
 KK0498.The dynamic height is computed by dividing the NAVD 88
 KK0498.geopotential number by the normal gravity value computed on the
 KK0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0498.degrees latitude (g = 980.6199 gals.).
 KK0498
 KK0498.The modeled gravity was interpolated from observed gravity values.
 KK0498
 KK0498;                    North         East    Units  Estimated Accuracy
 KK0498;SPC CO N     -   376,290.      913,670.      MT  (+/- 180 meters Scaled)
 KK0498
 KK0498                          SUPERSEDED SURVEY CONTROL
 KK0498
 KK0498  NGVD 29 (??/??/92) 2551.961  (m)         8372.56   (f) ADJ UNCH    2 0
 KK0498
 KK0498.Superseded values are not recommended for survey control.
 KK0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0498.See file dsdata.txt to determine how the superseded data were derived.
 KK0498
 KK0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE565253(NAD 83)
 KK0498_MARKER: DB = BENCH MARK DISK
 KK0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0498_STAMPING: L 328 1951
 KK0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0498+STABILITY: SURFACE MOTION
 KK0498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK0498+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 KK0498
 KK0498  HISTORY     - Date     Condition        Report By
 KK0498  HISTORY     - 1951     MONUMENTED       CGS
 KK0498  HISTORY     - 1972     GOOD             USGS
 KK0498  HISTORY     - 19950825 GOOD             USPSQD
 KK0498  HISTORY     - 20010331 GOOD             NGS
 KK0498  HISTORY     - 20050201 GOOD             USPSQD
 KK0498
 KK0498                          STATION DESCRIPTION
 KK0498
 KK0498'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KK0498'1.6 MI N FROM NEDERLAND.
 KK0498'NEDERLAND, 1.6 MILES NORTH ALONG HWY. 72 FROM ITS JUNCTION WITH HWY.
 KK0498'119 AT THE STOP SIGN, TO A GRAVEL ROAD, TO THE WEST 260 FEET TO THE
 KK0498'SOUTHEAST EDGE OF A SMALL LAKE, 58 FEET WEST OF THE ROAD, 3 FEET
 KK0498'EAST OF THE WITNESS POST, A STANDARD BRASS DISK STAMPED L 328 1951
 KK0498'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE
 KK0498'GROUND.
 KK0498
 KK0498                          STATION RECOVERY (1995)
 KK0498
 KK0498'RECOVERY NOTE BY US POWER SQUADRON 1995
 KK0498'RECOVERED IN GOOD CONDITION.
 KK0498
 KK0498                          STATION RECOVERY (2001)
 KK0498
 KK0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KK0498'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KK0498
 KK0498                          STATION RECOVERY (2005)
 KK0498
 KK0498'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 KK0498'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0613 ***********************************************************************
 LL0613  DESIGNATION -  L 329
 LL0613  PID         -  LL0613
 LL0613  STATE/COUNTY-  CO/WELD
 LL0613  USGS QUAD   -  LONGMONT (1979)
 LL0613
 LL0613                         *CURRENT SURVEY CONTROL
 LL0613  ___________________________________________________________________
 LL0613* NAD 83(1986)-  40 12 16.     (N)    105 01 01.     (W)     SCALED    
 LL0613* NAVD 88     -      1518.565  (meters)    4982.16   (feet)  POSTED    
 LL0613  ___________________________________________________________________
 LL0613  GEOID HEIGHT-         -17.25  (meters)                     GEOID03
 LL0613  DYNAMIC HT  -        1517.200 (meters)    4977.68  (feet)  COMP
 LL0613  MODELED GRAV-     979,670.9   (mgal)                       NAVD 88
 LL0613
 LL0613  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0613
 LL0613.The horizontal coordinates were scaled from a topographic map and have
 LL0613.an estimated accuracy of +/- 6 seconds.
 LL0613
 LL0613.The orthometric height was determined by differential leveling
 LL0613.and adjusted by the National Geodetic Survey in 1992..
 LL0613.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0613.rate of 0.0 thru 1.0 mm/km.
 LL0613
 LL0613.The geoid height was determined by GEOID03.
 LL0613
 LL0613.The dynamic height is computed by dividing the NAVD 88
 LL0613.geopotential number by the normal gravity value computed on the
 LL0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0613.degrees latitude (g = 980.6199 gals.).
 LL0613
 LL0613.The modeled gravity was interpolated from observed gravity values.
 LL0613
 LL0613;                    North         East    Units  Estimated Accuracy
 LL0613;SPC CO N     -   401,630.      955,530.      MT  (+/- 180 meters Scaled)
 LL0613
 LL0613                          SUPERSEDED SURVEY CONTROL
 LL0613
 LL0613  NGVD 29 (??/??/92) 1517.611  (m)         4979.03   (f) ADJ UNCH    2 0
 LL0613
 LL0613.Superseded values are not recommended for survey control.
 LL0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0613.See file dsdata.txt to determine how the superseded data were derived.
 LL0613
 LL0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE985504(NAD 83)
 LL0613_MARKER: DB = BENCH MARK DISK
 LL0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0613_STAMPING: L 329 1951
 LL0613_MARK LOGO: CGS   
 LL0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0613+STABILITY: SURFACE MOTION
 LL0613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0613+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 LL0613
 LL0613  HISTORY     - Date     Condition        Report By
 LL0613  HISTORY     - 1951     MONUMENTED       CGS
 LL0613  HISTORY     - 1983     GOOD             CGS
 LL0613  HISTORY     - 1984     GOOD             NGS
 LL0613  HISTORY     - 20030120 GOOD             NGS
 LL0613  HISTORY     - 20040808 GOOD             USPSQD
 LL0613  HISTORY     - 20050810 GOOD             USPSQD
 LL0613
 LL0613                          STATION DESCRIPTION
 LL0613
 LL0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0613'6 MI NE FROM LONGMONT.
 LL0613'1.55 MILES NORTH ALONG U.S. HIGHWAYS 87 AND 287 FROM THE ENTRANCE
 LL0613'TO THE CEMETARY AT LONGMONT, THENCE 4.5 MILES EAST ALONG STATE
 LL0613'HIGHWAY 66, AT THE LIBERTY GRANGE HALL, 200 FEET NORTH OF THE CENTER
 LL0613'LINE OF THE HIGHWAY, 95 FEET EAST OF THE CENTER LINE OF A NORTH AND
 LL0613'SOUTH ROAD, 29 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HALL,
 LL0613'1 FOOT SOUTH OF A FENCE, 2 FEET WEST OF A WITNESS POST, SET IN THE
 LL0613'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 LL0613
 LL0613                          STATION RECOVERY (1983)
 LL0613
 LL0613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1983
 LL0613'ADDITONS: THE FENCE AND THE OLD WITNESS POST ARE GONE AND A NEW
 LL0613'WITNESS POST WAS SET 0.3 M (1 FT) NORTH OF THE BENCH MARK. THE
 LL0613'CONCRETE POST IS NOW 5 CM (2 IN.) BELOW GROUND. THE MARK IS AT THE
 LL0613'INTERSECTION OF STATE HIGHWAY 66 AND WELD COUNTY ROAD 5.
 LL0613
 LL0613                          STATION RECOVERY (1984)
 LL0613
 LL0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0613'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO.
 LL0613
 LL0613                          STATION RECOVERY (2003)
 LL0613
 LL0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 LL0613'RECOVERED IN GOOD CONDITION.
 LL0613
 LL0613                          STATION RECOVERY (2004)
 LL0613
 LL0613'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL0613'RECOVERED IN GOOD CONDITION.
 LL0613
 LL0613                          STATION RECOVERY (2005)
 LL0613
 LL0613'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 LL0613'FOUND AS DESCRIBED. ORANGE WITNESS POST IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0359 ***********************************************************************
 HK0359  DESIGNATION -  L 33
 HK0359  PID         -  HK0359
 HK0359  STATE/COUNTY-  CO/ALAMOSA
 HK0359  USGS QUAD   -  HOOPER SE (1966)
 HK0359
 HK0359                         *CURRENT SURVEY CONTROL
 HK0359  ___________________________________________________________________
 HK0359* NAD 83(1986)-  37 35 25.     (N)    105 51 46.     (W)     SCALED    
 HK0359* NAVD 88     -      2302.583  (meters)    7554.39   (feet)  POSTED    
 HK0359  ___________________________________________________________________
 HK0359  GEOID HEIGHT-         -16.65  (meters)                     GEOID03
 HK0359  DYNAMIC HT  -        2299.600 (meters)    7544.60  (feet)  COMP
 HK0359  MODELED GRAV-     979,250.4   (mgal)                       NAVD 88
 HK0359
 HK0359  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HK0359
 HK0359.The horizontal coordinates were scaled from a topographic map and have
 HK0359.an estimated accuracy of +/- 6 seconds.
 HK0359
 HK0359.The orthometric height was determined by differential leveling
 HK0359.and adjusted by the National Geodetic Survey in 1992..
 HK0359.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HK0359.rate of 0.0 thru 1.0 mm/km.
 HK0359
 HK0359.The geoid height was determined by GEOID03.
 HK0359
 HK0359.The dynamic height is computed by dividing the NAVD 88
 HK0359.geopotential number by the normal gravity value computed on the
 HK0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0359.degrees latitude (g = 980.6199 gals.).
 HK0359
 HK0359.The modeled gravity was interpolated from observed gravity values.
 HK0359
 HK0359;                    North         East    Units  Estimated Accuracy
 HK0359;SPC CO S     -   407,370.      882,360.      MT  (+/- 180 meters Scaled)
 HK0359
 HK0359                          SUPERSEDED SURVEY CONTROL
 HK0359
 HK0359  NGVD 29 (??/??/92) 2301.424  (m)         7550.59   (f) ADJ UNCH    1 2
 HK0359
 HK0359.Superseded values are not recommended for survey control.
 HK0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0359.See file dsdata.txt to determine how the superseded data were derived.
 HK0359
 HK0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB238607(NAD 83)
 HK0359_MARKER: DB = BENCH MARK DISK
 HK0359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0359_STAMPING: 7550.588 L 33 1933
 HK0359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0359+STABILITY: SURFACE MOTION
 HK0359
 HK0359  HISTORY     - Date     Condition        Report By
 HK0359  HISTORY     - 1933     MONUMENTED       CGS
 HK0359  HISTORY     - 1966     MARK NOT FOUND   NGS
 HK0359  HISTORY     - 1984     MARK NOT FOUND   NGS
 HK0359
 HK0359                          STATION DESCRIPTION
 HK0359
 HK0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 HK0359'9.4 MI N FROM ALAMOSA.
 HK0359'ABOUT 9.4 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN
 HK0359'RAILROAD FROM THE STA TION AT ALAMOSA, ALAMOSA COUNTY, ABOUT 3.1
 HK0359'MILES NORTH OF MCGINT Y, ABOUT 119 YARDS SOUTH OF MILEPOST 291,
 HK0359'ABOUT 75 YARDS NORTH  OF A HEAD BLOCK TO A SPUR SWITCH, ABOUT 55
 HK0359'FEET EAST OF THE CENTER LINE OF THE TRACK, AND 3 FEET SOUTHEAST OF
 HK0359'A CORNER FENCE POST.   A STANDARD DISK, STAMPED 7550.588 L 33 1933
 HK0359'AND SET IN THE TOP O   A CONCRETE POST PROJECTING ABOUT 8 INCHES
 HK0359'ABOVE GROUND
 HK0359
 HK0359                          STATION RECOVERY (1984)
 HK0359
 HK0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0359'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0138 ***********************************************************************
 LL0138  DESIGNATION -  L 330
 LL0138  PID         -  LL0138
 LL0138  STATE/COUNTY-  CO/WELD
 LL0138  USGS QUAD   -  ROGGEN (1978)
 LL0138
 LL0138                         *CURRENT SURVEY CONTROL
 LL0138  ___________________________________________________________________
 LL0138* NAD 83(1986)-  40 12 25.     (N)    104 19 49.     (W)     SCALED    
 LL0138* NAVD 88     -      1416.971  (meters)    4648.85   (feet)  ADJUSTED  
 LL0138  ___________________________________________________________________
 LL0138  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 LL0138  DYNAMIC HT  -        1415.770 (meters)    4644.91  (feet)  COMP
 LL0138  MODELED GRAV-     979,728.6   (mgal)                       NAVD 88
 LL0138
 LL0138  VERT ORDER  -  SECOND    CLASS 0
 LL0138
 LL0138.The horizontal coordinates were scaled from a topographic map and have
 LL0138.an estimated accuracy of +/- 6 seconds.
 LL0138
 LL0138.The orthometric height was determined by differential leveling
 LL0138.and adjusted by the National Geodetic Survey in June 1991..
 LL0138
 LL0138.The geoid height was determined by GEOID03.
 LL0138
 LL0138.The dynamic height is computed by dividing the NAVD 88
 LL0138.geopotential number by the normal gravity value computed on the
 LL0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0138.degrees latitude (g = 980.6199 gals.).
 LL0138
 LL0138.The modeled gravity was interpolated from observed gravity values.
 LL0138
 LL0138;                    North         East    Units  Estimated Accuracy
 LL0138;SPC CO N     -   402,460.    1,013,980.      MT  (+/- 180 meters Scaled)
 LL0138
 LL0138                          SUPERSEDED SURVEY CONTROL
 LL0138
 LL0138  NGVD 29 (??/??/92) 1416.157  (m)         4646.18   (f) ADJ UNCH    2 0
 LL0138
 LL0138.Superseded values are not recommended for survey control.
 LL0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0138.See file dsdata.txt to determine how the superseded data were derived.
 LL0138
 LL0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE569509(NAD 83)
 LL0138_MARKER: DB = BENCH MARK DISK
 LL0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0138_STAMPING: L 330 1952
 LL0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0138+STABILITY: SURFACE MOTION
 LL0138
 LL0138  HISTORY     - Date     Condition        Report By
 LL0138  HISTORY     - 1952     MONUMENTED       CGS
 LL0138
 LL0138                          STATION DESCRIPTION
 LL0138
 LL0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0138'4.4 MI NE FROM ROGGEN.
 LL0138'0.95 MILE EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE AT ROGGEN
 LL0138'THENCE 1.35 MILES NORTH ALONG A GRAVELED ROAD, THENCE 2.05 MILES
 LL0138'NORTHEAST ALONG A GRAVELED ROAD, 0.25 MILE SOUTH OF A CATTLE GUARD
 LL0138'AT A HAY CORRAL, 51 FEET WEST OF THE CENTER LINE OF THE ROAD, 37
 LL0138'FEET NORTHWEST OF A TELEPHONE POLE, 2 FEET EAST OF A FENCE, 2.6
 LL0138'FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 LL0138'WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0043 ***********************************************************************
 KK0043  DESIGNATION -  L 331
 KK0043  PID         -  KK0043
 KK0043  STATE/COUNTY-  CO/ADAMS
 KK0043  USGS QUAD   -  SUNNYDALE (1978)
 KK0043
 KK0043                         *CURRENT SURVEY CONTROL
 KK0043  ___________________________________________________________________
 KK0043* NAD 83(1986)-  39 56 27.     (N)    104 24 50.     (W)     SCALED    
 KK0043* NAVD 88     -      1550.990  (meters)    5088.54   (feet)  ADJUSTED  
 KK0043  ___________________________________________________________________
 KK0043  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 KK0043  DYNAMIC HT  -        1549.601 (meters)    5083.98  (feet)  COMP
 KK0043  MODELED GRAV-     979,676.1   (mgal)                       NAVD 88
 KK0043
 KK0043  VERT ORDER  -  SECOND    CLASS 0
 KK0043
 KK0043.The horizontal coordinates were scaled from a topographic map and have
 KK0043.an estimated accuracy of +/- 6 seconds.
 KK0043
 KK0043.The orthometric height was determined by differential leveling
 KK0043.and adjusted by the National Geodetic Survey in June 1991..
 KK0043
 KK0043.The geoid height was determined by GEOID03.
 KK0043
 KK0043.The dynamic height is computed by dividing the NAVD 88
 KK0043.geopotential number by the normal gravity value computed on the
 KK0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0043.degrees latitude (g = 980.6199 gals.).
 KK0043
 KK0043.The modeled gravity was interpolated from observed gravity values.
 KK0043
 KK0043;                    North         East    Units  Estimated Accuracy
 KK0043;SPC CO N     -   372,820.    1,007,220.      MT  (+/- 180 meters Scaled)
 KK0043
 KK0043                          SUPERSEDED SURVEY CONTROL
 KK0043
 KK0043  NGVD 29 (??/??/92) 1550.138  (m)         5085.74   (f) ADJ UNCH    2 0
 KK0043
 KK0043.Superseded values are not recommended for survey control.
 KK0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0043.See file dsdata.txt to determine how the superseded data were derived.
 KK0043
 KK0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE500213(NAD 83)
 KK0043_MARKER: DB = BENCH MARK DISK
 KK0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0043_STAMPING: L 331 1952
 KK0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0043+STABILITY: SURFACE MOTION
 KK0043
 KK0043  HISTORY     - Date     Condition        Report By
 KK0043  HISTORY     - 1952     MONUMENTED       CGS
 KK0043
 KK0043                          STATION DESCRIPTION
 KK0043
 KK0043'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0043'9.2 MI S FROM PROSPECT VALLEY.
 KK0043'9.15 MILES SOUTH ALONG STATE HIGHWAY 79 FROM ITS INTERSECTION
 KK0043'WITH STATE HIGHWAY 52 AT PROSPECT VALLEY, 87 FEET EAST OF
 KK0043'THE CENTER LINE OF THE HIGHWAY, 1.7 FEET SOUTH OF THE SOUTHWEST
 KK0043'CORNER OF A STEEL GRAINERY, SET IN THE TOP OF A CONCRETE POST
 KK0043'WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1213 ***********************************************************************
 KK1213  DESIGNATION -  L 336
 KK1213  PID         -  KK1213
 KK1213  STATE/COUNTY-  CO/GRAND
 KK1213  USGS QUAD   -  FRASER (1957)
 KK1213
 KK1213                         *CURRENT SURVEY CONTROL
 KK1213  ___________________________________________________________________
 KK1213* NAD 83(1986)-  39 54 43.     (N)    105 45 37.     (W)     SCALED    
 KK1213* NAVD 88     -      2878.082  (meters)    9442.51   (feet)  ADJUSTED  
 KK1213  ___________________________________________________________________
 KK1213  GEOID HEIGHT-         -12.39  (meters)                     GEOID03
 KK1213  DYNAMIC HT  -        2874.652 (meters)    9431.25  (feet)  COMP
 KK1213  MODELED GRAV-     979,329.2   (mgal)                       NAVD 88
 KK1213
 KK1213  VERT ORDER  -  SECOND    CLASS 0
 KK1213
 KK1213.The horizontal coordinates were scaled from a topographic map and have
 KK1213.an estimated accuracy of +/- 6 seconds.
 KK1213
 KK1213.The orthometric height was determined by differential leveling
 KK1213.and adjusted by the National Geodetic Survey in June 1991..
 KK1213
 KK1213.The geoid height was determined by GEOID03.
 KK1213
 KK1213.The dynamic height is computed by dividing the NAVD 88
 KK1213.geopotential number by the normal gravity value computed on the
 KK1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1213.degrees latitude (g = 980.6199 gals.).
 KK1213
 KK1213.The modeled gravity was interpolated from observed gravity values.
 KK1213
 KK1213;                    North         East    Units  Estimated Accuracy
 KK1213;SPC CO N     -   369,080.      892,150.      MT  (+/- 180 meters Scaled)
 KK1213
 KK1213                          SUPERSEDED SURVEY CONTROL
 KK1213
 KK1213  NGVD 29 (??/??/92) 2876.539  (m)         9437.44   (f) ADJ UNCH    2 0
 KK1213
 KK1213.Superseded values are not recommended for survey control.
 KK1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1213.See file dsdata.txt to determine how the superseded data were derived.
 KK1213
 KK1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE350182(NAD 83)
 KK1213_MARKER: DB = BENCH MARK DISK
 KK1213_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK1213_SP_SET: WATERGATE
 KK1213_STAMPING: L 336 1952
 KK1213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1213
 KK1213  HISTORY     - Date     Condition        Report By
 KK1213  HISTORY     - 1952     MONUMENTED       CGS
 KK1213
 KK1213                          STATION DESCRIPTION
 KK1213
 KK1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK1213'2.7 MI N FROM WEST PORTAL.
 KK1213'0.2 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE WEST ENTRANCE
 KK1213'TO THE MOFFAT TUNNEL AT WEST PORTAL, THENCE, 2.5 MILES NORTH
 KK1213'ALONG A TRACK ROAD, 58 FEET EAST OF THE CENTER LINE  OF A TRACK
 KK1213'ROAD, AT AN IRRIGATION SIPHON, 5 FEET BELOW THE LEVEL OF THE ROAD,
 KK1213'SET IN THE TOP OF THE SOUTHWEST CORNER OF A 5X7 FOOT CONCRETE
 KK1213'CONTROL GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0303 ***********************************************************************
 KK0303  DESIGNATION -  L 337
 KK0303  PID         -  KK0303
 KK0303  STATE/COUNTY-  CO/DOUGLAS
 KK0303  USGS QUAD   -  RUSSELLVILLE GULCH (1994)
 KK0303
 KK0303                         *CURRENT SURVEY CONTROL
 KK0303  ___________________________________________________________________
 KK0303* NAD 83(1986)-  39 22 10.     (N)    104 40 49.     (W)     SCALED    
 KK0303* NAVD 88     -      2046.207  (meters)    6713.26   (feet)  POSTED    
 KK0303  ___________________________________________________________________
 KK0303  GEOID HEIGHT-         -17.32  (meters)                     GEOID03
 KK0303  DYNAMIC HT  -        2044.080 (meters)    6706.29  (feet)  COMP
 KK0303  MODELED GRAV-     979,513.7   (mgal)                       NAVD 88
 KK0303
 KK0303  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0303
 KK0303.The horizontal coordinates were scaled from a topographic map and have
 KK0303.an estimated accuracy of +/- 6 seconds.
 KK0303
 KK0303.The orthometric height was determined by differential leveling
 KK0303.and adjusted by the National Geodetic Survey in 1992..
 KK0303.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0303.rate of 1.1 thru 2.0 mm/km.
 KK0303
 KK0303.The geoid height was determined by GEOID03.
 KK0303
 KK0303.The dynamic height is computed by dividing the NAVD 88
 KK0303.geopotential number by the normal gravity value computed on the
 KK0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0303.degrees latitude (g = 980.6199 gals.).
 KK0303
 KK0303.The modeled gravity was interpolated from observed gravity values.
 KK0303
 KK0303;                    North         East    Units  Estimated Accuracy
 KK0303;SPC CO C     -   475,640.      985,040.      MT  (+/- 180 meters Scaled)
 KK0303
 KK0303                          SUPERSEDED SURVEY CONTROL
 KK0303
 KK0303  NGVD 29 (??/??/92) 2045.195  (m)         6709.94   (f) ADJ UNCH    2 0
 KK0303
 KK0303.Superseded values are not recommended for survey control.
 KK0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0303.See file dsdata.txt to determine how the superseded data were derived.
 KK0303
 KK0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED275578(NAD 83)
 KK0303_MARKER: DB = BENCH MARK DISK
 KK0303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0303_STAMPING: L 337 1952
 KK0303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0303+STABILITY: SURFACE MOTION
 KK0303
 KK0303  HISTORY     - Date     Condition        Report By
 KK0303  HISTORY     - 1952     MONUMENTED       CGS
 KK0303
 KK0303                          STATION DESCRIPTION
 KK0303
 KK0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0303'4.6 MI W FROM ELIZABETH.
 KK0303'4.65 MILES WEST ALONG STATE HIGHWAY 86 FROM THE JONES MOTOR COMPANY
 KK0303'BUILDING AT ELIZABETH, 60 FEET SOUTH OF THE CENTER LINE OF THE
 KK0303'HIGHWAY, 27 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD LEADING
 KK0303'SOUTHWEST, 1 FOOT NORTH OF  FENCE, 2 FEET EAST OF A WITNESS POST,
 KK0303'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 KK0303'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0033 ***********************************************************************
 JL0033  DESIGNATION -  L 339
 JL0033  PID         -  JL0033
 JL0033  STATE/COUNTY-  CO/CHAFFEE
 JL0033  USGS QUAD   -  BUENA VISTA WEST (1994)
 JL0033
 JL0033                         *CURRENT SURVEY CONTROL
 JL0033  ___________________________________________________________________
 JL0033* NAD 83(1986)-  38 52 02.     (N)    106 08 27.     (W)     SCALED    
 JL0033* NAVD 88     -      2452.939  (meters)    8047.68   (feet)  ADJUSTED  
 JL0033  ___________________________________________________________________
 JL0033  GEOID HEIGHT-         -13.88  (meters)                     GEOID03
 JL0033  DYNAMIC HT  -        2449.905 (meters)    8037.73  (feet)  COMP
 JL0033  MODELED GRAV-     979,303.0   (mgal)                       NAVD 88
 JL0033
 JL0033  VERT ORDER  -  FIRST     CLASS II
 JL0033
 JL0033.The horizontal coordinates were scaled from a topographic map and have
 JL0033.an estimated accuracy of +/- 6 seconds.
 JL0033
 JL0033.The orthometric height was determined by differential leveling
 JL0033.and adjusted by the National Geodetic Survey in June 1991..
 JL0033
 JL0033.The geoid height was determined by GEOID03.
 JL0033
 JL0033.The dynamic height is computed by dividing the NAVD 88
 JL0033.geopotential number by the normal gravity value computed on the
 JL0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0033.degrees latitude (g = 980.6199 gals.).
 JL0033
 JL0033.The modeled gravity was interpolated from observed gravity values.
 JL0033
 JL0033;                    North         East    Units  Estimated Accuracy
 JL0033;SPC CO C     -   419,770.      858,790.      MT  (+/- 180 meters Scaled)
 JL0033
 JL0033                          SUPERSEDED SURVEY CONTROL
 JL0033
 JL0033  NGVD 29 (??/??/92) 2451.429  (m)         8042.73   (f) ADJ UNCH    1 2
 JL0033
 JL0033.Superseded values are not recommended for survey control.
 JL0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0033.See file dsdata.txt to determine how the superseded data were derived.
 JL0033
 JL0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD010026(NAD 83)
 JL0033_MARKER: DB = BENCH MARK DISK
 JL0033_SETTING: 66 = SET IN ROCK OUTCROP
 JL0033_SP_SET: ROCK OUTCROP
 JL0033_STAMPING: L 339 1953
 JL0033_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0033+STABILITY: POSITION/ELEVATION WELL
 JL0033_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JL0033+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2004
 JL0033
 JL0033  HISTORY     - Date     Condition        Report By
 JL0033  HISTORY     - 1953     MONUMENTED       CGS
 JL0033  HISTORY     - 20040703 GOOD             GEOCAC
 JL0033
 JL0033                          STATION DESCRIPTION
 JL0033
 JL0033'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JL0033'1.85 MI NW FROM BUENA VISTA.
 JL0033'1.85 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0033'FROM THE STATION AT BUENA VISTA, 0.2 MILE NORTHWEST OF MILEPOST 242,
 JL0033'62 FEET WEST OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT
 JL0033'OF BRIDGE 242.17, 69 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1.5 FEET
 JL0033'ABOVE THE GROUND, SET IN THE TOP OF THE SOUTHWEST SIDE OF A 20X70 FOOT
 JL0033'GRANITE OUTCROP.
 JL0033
 JL0033                          STATION RECOVERY (2004)
 JL0033
 JL0033'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 JL0033'RECOVERED IN GOOD CONDITION.  HANDHELD GPS COORDINATES N38 52 03.2,
 JL0033'W106 08 27.1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0613 ***********************************************************************
 JK0613  DESIGNATION -  L 34
 JK0613  PID         -  JK0613
 JK0613  STATE/COUNTY-  CO/SAGUACHE
 JK0613  USGS QUAD   -  VILLA GROVE (1979)
 JK0613
 JK0613                         *CURRENT SURVEY CONTROL
 JK0613  ___________________________________________________________________
 JK0613* NAD 83(1986)-  38 12 16.     (N)    105 55 52.     (W)     SCALED    
 JK0613* NAVD 88     -      2396.526  (meters)    7862.60   (feet)  ADJUSTED  
 JK0613  ___________________________________________________________________
 JK0613  GEOID HEIGHT-         -15.14  (meters)                     GEOID03
 JK0613  DYNAMIC HT  -        2393.482 (meters)    7852.62  (feet)  COMP
 JK0613  MODELED GRAV-     979,272.5   (mgal)                       NAVD 88
 JK0613
 JK0613  VERT ORDER  -  FIRST     CLASS II
 JK0613
 JK0613.The horizontal coordinates were scaled from a topographic map and have
 JK0613.an estimated accuracy of +/- 6 seconds.
 JK0613
 JK0613.The orthometric height was determined by differential leveling
 JK0613.and adjusted by the National Geodetic Survey in June 1991..
 JK0613
 JK0613.The geoid height was determined by GEOID03.
 JK0613
 JK0613.The dynamic height is computed by dividing the NAVD 88
 JK0613.geopotential number by the normal gravity value computed on the
 JK0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0613.degrees latitude (g = 980.6199 gals.).
 JK0613
 JK0613.The modeled gravity was interpolated from observed gravity values.
 JK0613
 JK0613;                    North         East    Units  Estimated Accuracy
 JK0613;SPC CO S     -   475,560.      876,640.      MT  (+/- 180 meters Scaled)
 JK0613
 JK0613                          SUPERSEDED SURVEY CONTROL
 JK0613
 JK0613  NGVD 29 (??/??/92) 2395.138  (m)         7858.05   (f) ADJ UNCH    1 2
 JK0613
 JK0613.Superseded values are not recommended for survey control.
 JK0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0613.See file dsdata.txt to determine how the superseded data were derived.
 JK0613
 JK0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC184289(NAD 83)
 JK0613_MARKER: DB = BENCH MARK DISK
 JK0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0613_STAMPING: 7858.049 L 34 1933
 JK0613_MARK LOGO: CGS   
 JK0613_PROJECTION: PROJECTING 10 CENTIMETERS
 JK0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0613+STABILITY: SURFACE MOTION
 JK0613
 JK0613  HISTORY     - Date     Condition        Report By
 JK0613  HISTORY     - 1933     MONUMENTED       CGS
 JK0613  HISTORY     - 1967     GOOD             USGS
 JK0613  HISTORY     - 1984     GOOD             NGS
 JK0613
 JK0613                          STATION DESCRIPTION
 JK0613
 JK0613'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JK0613'2.5 MI N FROM MINERAL HOT SPRINGS.
 JK0613'MINERAL HOT SPRINGS, SAGUACHE COUNTY, 2.45 MILES N.
 JK0613'OF ALONG PUBLIC ROAD (OLD U.S. HIGHWAY 285), ALSO 1.15 MILES N. OF
 JK0613'CROSS ROADS, ON WEST SIDE OF ROAD AND 25 FT. E. OF THE CENTER LINE OF
 JK0613'OLD RAILROAD GRADE, 715 FT. S. OF DRAIN CROSSING ON OLD RAILROAD
 JK0613'GRADE.  A STANDARD DISK IN A CONCRETE POST, STAMPED 7858.049 L 34
 JK0613'1933, PROJECTING 0.5 FT. ABOVE GROUND.
 JK0613
 JK0613                          STATION RECOVERY (1984)
 JK0613
 JK0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0613'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.2 KM (0.1
 JK0613'MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE IN VILLA
 JK0613'GROVE, THENCE 5.0 KM (3.1 MI) SOUTHEASTERLY ALONG COUNTY ROAD 58 EE,
 JK0613'32.1 M (105.3 FT) WEST OF THE CENTER OF THE ROAD, AND 7.7 M (25.3 FT)
 JK0613'EAST OF THE CENTER OF AN OLD RAILROAD GRADE.
 JK0613'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JK0613'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0597 ***********************************************************************
 JK0597  DESIGNATION -  L 340
 JK0597  PID         -  JK0597
 JK0597  STATE/COUNTY-  CO/FREMONT
 JK0597  USGS QUAD   -  HOWARD (1994)
 JK0597
 JK0597                         *CURRENT SURVEY CONTROL
 JK0597  ___________________________________________________________________
 JK0597* NAD 83(1986)-  38 27 57.     (N)    105 51 40.     (W)     SCALED    
 JK0597* NAVD 88     -      2059.658  (meters)    6757.39   (feet)  ADJUSTED  
 JK0597  ___________________________________________________________________
 JK0597  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 JK0597  DYNAMIC HT  -        2057.208 (meters)    6749.36  (feet)  COMP
 JK0597  MODELED GRAV-     979,365.9   (mgal)                       NAVD 88
 JK0597
 JK0597  VERT ORDER  -  FIRST     CLASS II
 JK0597
 JK0597.The horizontal coordinates were scaled from a topographic map and have
 JK0597.an estimated accuracy of +/- 6 seconds.
 JK0597
 JK0597.The orthometric height was determined by differential leveling
 JK0597.and adjusted by the National Geodetic Survey in June 1991..
 JK0597
 JK0597.The geoid height was determined by GEOID03.
 JK0597
 JK0597.The dynamic height is computed by dividing the NAVD 88
 JK0597.geopotential number by the normal gravity value computed on the
 JK0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0597.degrees latitude (g = 980.6199 gals.).
 JK0597
 JK0597.The modeled gravity was interpolated from observed gravity values.
 JK0597
 JK0597;                    North         East    Units  Estimated Accuracy
 JK0597;SPC CO C     -   375,080.      882,890.      MT  (+/- 180 meters Scaled)
 JK0597
 JK0597                          SUPERSEDED SURVEY CONTROL
 JK0597
 JK0597  NGVD 29 (??/??/92) 2058.306  (m)         6752.96   (f) ADJ UNCH    1 2
 JK0597
 JK0597.Superseded values are not recommended for survey control.
 JK0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0597.See file dsdata.txt to determine how the superseded data were derived.
 JK0597
 JK0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC248578(NAD 83)
 JK0597_MARKER: DB = BENCH MARK DISK
 JK0597_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JK0597_SP_SET: RETAINING WALL
 JK0597_STAMPING: L 340 1953
 JK0597_MARK LOGO: CGS   
 JK0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0597+STABILITY: SURFACE MOTION
 JK0597
 JK0597  HISTORY     - Date     Condition        Report By
 JK0597  HISTORY     - 1953     MONUMENTED       CGS
 JK0597  HISTORY     - 1979     GOOD             USGS
 JK0597  HISTORY     - 1984     GOOD             NGS
 JK0597
 JK0597                          STATION DESCRIPTION
 JK0597
 JK0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0597'2 MI NW FROM HOWARD.
 JK0597'2.05 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0597'RAILROAD FROM THE STATION AT HOWARD, 6.4 FEET SOUTHWEST OF THE
 JK0597'SOUTHWEST RAIL, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF
 JK0597'THE SOUTHWEST END OF THE NORTHWEST STONE ABUTMENT OF BRIDGE 205.44
 JK0597'OVER BADGER CREEK, IN THE TOP OF THE 2ND COURSE OF STONE BELOW THE TOP
 JK0597'OF THE ABUTMENT.
 JK0597
 JK0597                          STATION RECOVERY (1979)
 JK0597
 JK0597'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JK0597'2.05 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0597'FROM HOWARD, 6.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 4 FEET BELOW
 JK0597'THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTHWEST END OF THE
 JK0597'NORTHWEST STONE ABUTMENT OF BRIDGE 205.44 OVER BADGER CREEK, IN THE
 JK0597'TOP OF THE 2ND COURSE OF STONE BELOW THE TOP OF THE ABUTMENT.
 JK0597
 JK0597                          STATION RECOVERY (1984)
 JK0597
 JK0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0597'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  15.7 KM (9.75
 JK0597'MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS SOUTH JUNCTION WITH U.S.
 JK0597'HIGHWAY 285 IN PONCHA SPRING, THENCE 0.3 KM (0.2 MI) EAST ALONG A
 JK0597'DIRT ROAD, THENCE 5.9 KM (3.65 MI) EASTERLY ALONG THE DENVER AND RIO
 JK0597'GRANDE WESTERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0502 ***********************************************************************
 JK0502  DESIGNATION -  L 341
 JK0502  PID         -  JK0502
 JK0502  STATE/COUNTY-  CO/FREMONT
 JK0502  USGS QUAD   -  ROYAL GORGE (1994)
 JK0502
 JK0502                         *CURRENT SURVEY CONTROL
 JK0502  ___________________________________________________________________
 JK0502* NAD 83(1986)-  38 27 24.     (N)    105 18 26.     (W)     SCALED    
 JK0502* NAVD 88     -      1675.614  (meters)    5497.41   (feet)  POSTED    
 JK0502  ___________________________________________________________________
 JK0502  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 JK0502  DYNAMIC HT  -        1673.750 (meters)    5491.29  (feet)  COMP
 JK0502  MODELED GRAV-     979,460.2   (mgal)                       NAVD 88
 JK0502
 JK0502  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JK0502
 JK0502.The horizontal coordinates were scaled from a topographic map and have
 JK0502.an estimated accuracy of +/- 6 seconds.
 JK0502
 JK0502.The orthometric height was determined by differential leveling
 JK0502.and adjusted by the National Geodetic Survey in 1992..
 JK0502.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JK0502.rate of 4.1 thru 8.0 mm/km.
 JK0502
 JK0502.The geoid height was determined by GEOID03.
 JK0502
 JK0502.The dynamic height is computed by dividing the NAVD 88
 JK0502.geopotential number by the normal gravity value computed on the
 JK0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0502.degrees latitude (g = 980.6199 gals.).
 JK0502
 JK0502.The modeled gravity was interpolated from observed gravity values.
 JK0502
 JK0502;                    North         East    Units  Estimated Accuracy
 JK0502;SPC CO C     -   374,010.      931,230.      MT  (+/- 180 meters Scaled)
 JK0502
 JK0502                          SUPERSEDED SURVEY CONTROL
 JK0502
 JK0502  NGVD 29 (??/??/92) 1674.515  (m)         5493.80   (f) ADJ UNCH    1 2
 JK0502
 JK0502.Superseded values are not recommended for survey control.
 JK0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0502.See file dsdata.txt to determine how the superseded data were derived.
 JK0502
 JK0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC731565(NAD 83)
 JK0502_MARKER: DB = BENCH MARK DISK
 JK0502_SETTING: 66 = SET IN ROCK OUTCROP
 JK0502_SP_SET: GRANITE SHELF
 JK0502_STAMPING: L 341 1953
 JK0502_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0502+STABILITY: POSITION/ELEVATION WELL
 JK0502
 JK0502  HISTORY     - Date     Condition        Report By
 JK0502  HISTORY     - 1953     MONUMENTED       CGS
 JK0502  HISTORY     - 1976     GOOD             USGS
 JK0502
 JK0502                          STATION DESCRIPTION
 JK0502
 JK0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0502'5 MI NW FROM CANON CITY.
 JK0502'5.0 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0502'FROM THE STATION AT CANON CITY, 0.15 MILE NORTHWEST OF THE NORTHWEST
 JK0502'TELEPHONE BOOTH AT THE NORTHWEST END OF GORGE SIDING, 189 FEET EAST
 JK0502'OF MILEPOST 165, 25 FEET NORTH OF THE NORTH RAIL, 53 FEET WEST OF
 JK0502'A TELEPHONE POLE, 2.5 FEET ABOVE THE GROUND, AT THE FOOT OF A STEEP
 JK0502'CLIFF, SET IN THE TOP OF A GRANITE SHELF.
 JK0502
 JK0502                          STATION RECOVERY (1976)
 JK0502
 JK0502'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JK0502'5.0 MILES NORTHWEST ALONG THE DENVER AND RIO GRAND WESTERN RAILROAD
 JK0502'FROM THE STATION AT CANON CITY, 0.15 MILE NORTHWEST OF RAILROAD
 JK0502'TELEPHONE BOX, 53 FEET WEST OF TELEPHONE POLE NO. E41F, 29 FEET NORTH
 JK0502'CENTERLINE OF TRACKS. 2.5 FEET ABOVE GROUND AT THE FOOT OF A STEEP
 JK0502'CLIFF, SET IN THE TOP OF A GRANITE SHELF, A STANDARD TABLET STAMPED
 JK0502'L-341 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0080 ***********************************************************************
 JK0080  DESIGNATION -  L 342
 JK0080  PID         -  JK0080
 JK0080  STATE/COUNTY-  CO/PUEBLO
 JK0080  USGS QUAD   -  NORTHEAST PUEBLO (1974)
 JK0080
 JK0080                         *CURRENT SURVEY CONTROL
 JK0080  ___________________________________________________________________
 JK0080* NAD 83(1986)-  38 16 12.     (N)    104 37 22.     (W)     SCALED    
 JK0080* NAVD 88     -      1423.128  (meters)    4669.05   (feet)  POSTED    
 JK0080  ___________________________________________________________________
 JK0080  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 JK0080  DYNAMIC HT  -        1421.640 (meters)    4664.16  (feet)  COMP
 JK0080  MODELED GRAV-     979,533.6   (mgal)                       NAVD 88
 JK0080
 JK0080  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JK0080
 JK0080.The horizontal coordinates were scaled from a topographic map and have
 JK0080.an estimated accuracy of +/- 6 seconds.
 JK0080
 JK0080.The orthometric height was determined by differential leveling
 JK0080.and adjusted by the National Geodetic Survey in 1992..
 JK0080.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JK0080.rate of 4.1 thru 8.0 mm/km.
 JK0080
 JK0080.The geoid height was determined by GEOID03.
 JK0080
 JK0080.The dynamic height is computed by dividing the NAVD 88
 JK0080.geopotential number by the normal gravity value computed on the
 JK0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0080.degrees latitude (g = 980.6199 gals.).
 JK0080
 JK0080.The modeled gravity was interpolated from observed gravity values.
 JK0080
 JK0080;                    North         East    Units  Estimated Accuracy
 JK0080;SPC CO S     -   483,110.      991,160.      MT  (+/- 180 meters Scaled)
 JK0080
 JK0080                          SUPERSEDED SURVEY CONTROL
 JK0080
 JK0080  NGVD 29 (??/??/92) 1422.270  (m)         4666.23   (f) ADJ UNCH    1 2
 JK0080
 JK0080.Superseded values are not recommended for survey control.
 JK0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0080.See file dsdata.txt to determine how the superseded data were derived.
 JK0080
 JK0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC329358(NAD 83)
 JK0080_MARKER: DB = BENCH MARK DISK
 JK0080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JK0080_SP_SET: LIGHT TOWER FOUNDATION
 JK0080_STAMPING: L 342 1953
 JK0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK0080
 JK0080  HISTORY     - Date     Condition        Report By
 JK0080  HISTORY     - 1953     MONUMENTED       CGS
 JK0080  HISTORY     - 1984     MARK NOT FOUND   NGS
 JK0080
 JK0080                          STATION DESCRIPTION
 JK0080
 JK0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0080'0.5 MI W FROM PUEBLO.
 JK0080'0.5 MILE WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0080'FROM THE STATION AT PUEBLO, 51 FEET NORTHWEST OF THE CENTER LINE OF
 JK0080'THE STATE HIGHWAY 96 OVERPASS, 7.5 FEET NORTHEAST OF THE NORTHEAST
 JK0080'RAIL OF THE NORTHEAST TRACK, 90 YARDS SOUTH OF A LIGHT TOWER ON THE
 JK0080'ATCHISON, TOPEKA AND SANTA FE RAILROAD, 1 FOOT ABOVE THE GROUND, SET
 JK0080'IN THE TOP OF THE SOUTH CORNER OF THE CONCRETE FOUNDATION OF STEEL
 JK0080'LIGHT TOWER 5.
 JK0080
 JK0080                          STATION RECOVERY (1984)
 JK0080
 JK0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0080'THE STEM OF THE DISK IS ALL THAT REMAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0216 ***********************************************************************
 JK0216  DESIGNATION -  L 347
 JK0216  PID         -  JK0216
 JK0216  STATE/COUNTY-  CO/EL PASO
 JK0216  USGS QUAD   -  ELSMERE (1994)
 JK0216
 JK0216                         *CURRENT SURVEY CONTROL
 JK0216  ___________________________________________________________________
 JK0216* NAD 83(1986)-  38 49 55.     (N)    104 42 04.     (W)     SCALED    
 JK0216* NAVD 88     -      1903.161  (meters)    6243.95   (feet)  ADJUSTED  
 JK0216  ___________________________________________________________________
 JK0216  GEOID HEIGHT-         -17.67  (meters)                     GEOID03
 JK0216  DYNAMIC HT  -        1901.084 (meters)    6237.14  (feet)  COMP
 JK0216  MODELED GRAV-     979,469.1   (mgal)                       NAVD 88
 JK0216
 JK0216  VERT ORDER  -  SECOND    CLASS 0
 JK0216
 JK0216.The horizontal coordinates were scaled from a topographic map and have
 JK0216.an estimated accuracy of +/- 6 seconds.
 JK0216
 JK0216.The orthometric height was determined by differential leveling
 JK0216.and adjusted by the National Geodetic Survey in June 1991..
 JK0216
 JK0216.The geoid height was determined by GEOID03.
 JK0216
 JK0216.The dynamic height is computed by dividing the NAVD 88
 JK0216.geopotential number by the normal gravity value computed on the
 JK0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0216.degrees latitude (g = 980.6199 gals.).
 JK0216
 JK0216.The modeled gravity was interpolated from observed gravity values.
 JK0216
 JK0216;                    North         East    Units  Estimated Accuracy
 JK0216;SPC CO C     -   415,960.      983,770.      MT  (+/- 180 meters Scaled)
 JK0216
 JK0216                          SUPERSEDED SURVEY CONTROL
 JK0216
 JK0216  NGVD 29 (??/??/92) 1902.088  (m)         6240.43   (f) ADJ UNCH    2 0
 JK0216
 JK0216.Superseded values are not recommended for survey control.
 JK0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0216.See file dsdata.txt to determine how the superseded data were derived.
 JK0216
 JK0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC259981(NAD 83)
 JK0216_MARKER: DB = BENCH MARK DISK
 JK0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0216_STAMPING: L 347 1953
 JK0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0216+STABILITY: SURFACE MOTION
 JK0216
 JK0216  HISTORY     - Date     Condition        Report By
 JK0216  HISTORY     - 1953     MONUMENTED       CGS
 JK0216  HISTORY     - 1966     GOOD             LOCSUR
 JK0216  HISTORY     - 1985     GOOD             NGS
 JK0216
 JK0216                          STATION DESCRIPTION
 JK0216
 JK0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0216'7.2 MI SE FROM COLORADO SPRINGS.
 JK0216'6.7 MILES EAST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE AT COLORADO
 JK0216'SPRINGS, THENCE 0.5 MILE SOUTH ALONG THE PETERSON FIELD ROAD,
 JK0216'52.5 FEET SOUTHEAST OF THE CENTER OF THE EAST MAIN ENTRANCE TO THE
 JK0216'PETERSON AIRPORT, 46 FEET NORTH OF A FENCE,
 JK0216'2 FEET WEST OF A FENCE, 2.4 FEET NORTH OF A WITNESS POST, SET IN
 JK0216'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
 JK0216
 JK0216                          STATION RECOVERY (1966)
 JK0216
 JK0216'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1966
 JK0216'RECOVERED IN GOOD CONDITION.
 JK0216
 JK0216                          STATION RECOVERY (1985)
 JK0216
 JK0216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JK0216'A NEW DESC: 10.8 KM (6.7 MI) EAST ALONG U.S. HIGHWAY 24 FROM THE POST
 JK0216'OFFICE AT COLORADO SPRINGS, THENCE 1.0 KM (0.6 MI) SOUTH ALONG
 JK0216'PETERSON BLVD, 35.0 M (115 FT) SOUTH OF A POWER POLE, 13 M (42.5 FT)
 JK0216'EAST FROM LIGHT POLE NUMBER 19, 7.2 M (23.5 FT) EAST OF THE CENTER OF
 JK0216'THE NORTH BOUND LANE CENTER LINE OF PETERSON BLVD., 2.7 M (9 FT) EAST
 JK0216'OF THE EAST CURB, 0.5 M (1.5 FT) WEST OF A FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0153 ***********************************************************************
 JK0153  DESIGNATION -  L 348
 JK0153  PID         -  JK0153
 JK0153  STATE/COUNTY-  CO/EL PASO
 JK0153  USGS QUAD   -  PIKEVIEW (1994)
 JK0153
 JK0153                         *CURRENT SURVEY CONTROL
 JK0153  ___________________________________________________________________
 JK0153* NAD 83(1986)-  38 55 37.     (N)    104 49 01.     (W)     SCALED    
 JK0153* NAVD 88     -      1912.591  (meters)    6274.89   (feet)  ADJUSTED  
 JK0153  ___________________________________________________________________
 JK0153  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 JK0153  DYNAMIC HT  -        1910.482 (meters)    6267.97  (feet)  COMP
 JK0153  MODELED GRAV-     979,457.2   (mgal)                       NAVD 88
 JK0153
 JK0153  VERT ORDER  -  FIRST     CLASS II
 JK0153
 JK0153.The horizontal coordinates were scaled from a topographic map and have
 JK0153.an estimated accuracy of +/- 6 seconds.
 JK0153
 JK0153.The orthometric height was determined by differential leveling
 JK0153.and adjusted by the National Geodetic Survey in June 1991..
 JK0153
 JK0153.The geoid height was determined by GEOID03.
 JK0153
 JK0153.The dynamic height is computed by dividing the NAVD 88
 JK0153.geopotential number by the normal gravity value computed on the
 JK0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0153.degrees latitude (g = 980.6199 gals.).
 JK0153
 JK0153.The modeled gravity was interpolated from observed gravity values.
 JK0153
 JK0153;                    North         East    Units  Estimated Accuracy
 JK0153;SPC CO C     -   426,420.      973,630.      MT  (+/- 180 meters Scaled)
 JK0153
 JK0153                          SUPERSEDED SURVEY CONTROL
 JK0153
 JK0153  NGVD 29 (??/??/92) 1911.468  (m)         6271.21   (f) ADJ UNCH    1 2
 JK0153
 JK0153.Superseded values are not recommended for survey control.
 JK0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0153.See file dsdata.txt to determine how the superseded data were derived.
 JK0153
 JK0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED158086(NAD 83)
 JK0153_MARKER: DB = BENCH MARK DISK
 JK0153_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JK0153_SP_SET: BRIDGE
 JK0153_STAMPING: L 348 1953
 JK0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0153
 JK0153  HISTORY     - Date     Condition        Report By
 JK0153  HISTORY     - 1953     MONUMENTED       CGS
 JK0153  HISTORY     - 1975     GOOD             LOCENG
 JK0153  HISTORY     - 19841127 MARK NOT FOUND   USGS
 JK0153  HISTORY     - 19960808 MARK NOT FOUND   USPSQD
 JK0153  HISTORY     - 20010829 MARK NOT FOUND   USPSQD
 JK0153
 JK0153                          STATION DESCRIPTION
 JK0153
 JK0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0153'6.4 MI N FROM COLORADO SPRINGS.
 JK0153'6.45 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0153'FROM THE STATION AT COLORADO SPRINGS, 0.3 MILE SOUTH OF MILEPOST 68,
 JK0153'8.6 FEET WEST OF THE WEST RAIL 3 FEET BELOW THE TOP OF THE RAILS,
 JK0153'SET IN THE TOP OF THE NORTHWEST STONE WINGWALL OF BRIDE 68.31, IN
 JK0153'THE TOP OF THE 2ND STONE STEP BELOW THE TOP OF THE WINGWALL.
 JK0153
 JK0153                          STATION RECOVERY (1975)
 JK0153
 JK0153'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 JK0153'RECOVERED IN GOOD CONDITION.
 JK0153
 JK0153                          STATION RECOVERY (1984)
 JK0153
 JK0153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 JK0153'MARK NOT FOUND.
 JK0153
 JK0153                          STATION RECOVERY (1996)
 JK0153
 JK0153'RECOVERY NOTE BY US POWER SQUADRON 1996
 JK0153'MARK NOT FOUND.
 JK0153
 JK0153                          STATION RECOVERY (2001)
 JK0153
 JK0153'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 JK0153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0046 ***********************************************************************
 HM0046  DESIGNATION -  L 35
 HM0046  PID         -  HM0046
 HM0046  STATE/COUNTY-  CO/LA PLATA
 HM0046  USGS QUAD   -  HESPERUS (1963)
 HM0046
 HM0046                         *CURRENT SURVEY CONTROL
 HM0046  ___________________________________________________________________
 HM0046* NAD 83(1986)-  37 15 39.     (N)    108 01 22.     (W)     SCALED    
 HM0046* NAVD 88     -      2443.050  (meters)    8015.24   (feet)  POSTED    
 HM0046  ___________________________________________________________________
 HM0046  GEOID HEIGHT-         -18.77  (meters)                     GEOID03
 HM0046  DYNAMIC HT  -        2439.790 (meters)    8004.54  (feet)  COMP
 HM0046  MODELED GRAV-     979,209.0   (mgal)                       NAVD 88
 HM0046
 HM0046  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HM0046
 HM0046.The horizontal coordinates were scaled from a topographic map and have
 HM0046.an estimated accuracy of +/- 6 seconds.
 HM0046
 HM0046.The orthometric height was determined by differential leveling
 HM0046.and adjusted by the National Geodetic Survey in 1992..
 HM0046.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HM0046.rate of 0.0 thru 1.0 mm/km.
 HM0046
 HM0046.The geoid height was determined by GEOID03.
 HM0046
 HM0046.The dynamic height is computed by dividing the NAVD 88
 HM0046.geopotential number by the normal gravity value computed on the
 HM0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0046.degrees latitude (g = 980.6199 gals.).
 HM0046
 HM0046.The modeled gravity was interpolated from observed gravity values.
 HM0046
 HM0046;                    North         East    Units  Estimated Accuracy
 HM0046;SPC CO S     -   373,770.      690,640.      MT  (+/- 180 meters Scaled)
 HM0046
 HM0046                          SUPERSEDED SURVEY CONTROL
 HM0046
 HM0046  NGVD 29 (??/??/92) 2441.746  (m)         8010.96   (f) ADJ UNCH    1 2
 HM0046
 HM0046.Superseded values are not recommended for survey control.
 HM0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0046.See file dsdata.txt to determine how the superseded data were derived.
 HM0046
 HM0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG640279(NAD 83)
 HM0046_MARKER: DB = BENCH MARK DISK
 HM0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0046_STAMPING: L 35 1934
 HM0046_MARK LOGO: CGS   
 HM0046_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HM0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0046+STABILITY: SURFACE MOTION
 HM0046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HM0046+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1993
 HM0046
 HM0046  HISTORY     - Date     Condition        Report By
 HM0046  HISTORY     - 1934     MONUMENTED       CGS
 HM0046  HISTORY     - 1961     GOOD             USGS
 HM0046  HISTORY     - 1984     MARK NOT FOUND   NGS
 HM0046  HISTORY     - 19930603 GOOD             CODOT
 HM0046
 HM0046                          STATION DESCRIPTION
 HM0046
 HM0046'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 HM0046'8.1 MI E FROM HESPERUS.
 HM0046'HESPERUS, 8.1 MI. E. OF ALONG D AND RGW R.R.  TO REACH FROM HESPERUS,
 HM0046'GO SE ON STATE HWY. 140 FOR 1.5 MILES, THENCE LEFT FOR 0.6 MI. TO
 HM0046'WHERE OLD R.R. GRADE CROSSES RD.  THE BM IS 38 FT. N. OF CENTER OF RD.
 HM0046'AND 40 FT E. OF CENTER OF OLD R.R. GRADE.  A STANDARD C AND GS TABLET
 HM0046'STAMPED L 35 1934 AND SET IN THE TOP OF A CONC. POST.
 HM0046
 HM0046                          STATION RECOVERY (1984)
 HM0046
 HM0046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HM0046'MARK NOT FOUND.
 HM0046
 HM0046                          STATION RECOVERY (1993)
 HM0046
 HM0046'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1993 (RSC)
 HM0046'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTH-NORTHEAST OF BREEN,
 HM0046'2.0 MI (3.2 KM) SOUTH-SOUTHEAST OF HESPERUS AND 0.3 MI (0.5 KM) EAST
 HM0046'OF STATE HIGHWAY 140, IN THE SOUTHWEST 1/4 OF SECTION 25, T 35 N, R 11
 HM0046'W.  OWNERSHIP--LA PLATA COUNTY ROAD RIGHT-OF-WAY. TO REACH THE STATION
 HM0046'FROM THE JUNCTION OF STATE HIGHWAY 140 AND LA PLATA COUNTY ROAD 125
 HM0046'ABOUT 1.5 MI (2.4 KM) SOUTH OF HESPERUS, GO SOUTHEAST ON LA PLATA
 HM0046'COUNTY ROAD 125 FOR 0.6 MI (1.0 KM) TO THE STATION ON THE LEFT. THE
 HM0046'MARK IS A STANDARD DISK SET IN A CONCRETE POST PROJECTING 0.1 M (0.3
 HM0046'FT) ABOVE THE GROUND.  IT IS 15.0 M (49.2 FT) SOUTHEAST OF THE CENTER
 HM0046'OF THE OLD RAILROAD GRADE, 11.5 M (37.7 FT) NORTHEAST OF THE CENTER OF
 HM0046'COUNTY ROAD 125, 0.8 M (2.6 FT) SOUTHWEST OF THE NORTHERN RIGHT-OF-WAY
 HM0046'FENCE, 0.2 M (0.7 FT) EAST-NORTHEAST OF A WITNESS POST AND ABOUT 0.6 M
 HM0046'(2.0 FT) BELOW THE DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0650 ***********************************************************************
 JK0650  DESIGNATION -  L 350
 JK0650  PID         -  JK0650
 JK0650  STATE/COUNTY-  CO/PARK
 JK0650  USGS QUAD   -  ANTERO RESERVOIR (1994)
 JK0650
 JK0650                         *CURRENT SURVEY CONTROL
 JK0650  ___________________________________________________________________
 JK0650* NAD 83(1986)-  38 57 05.     (N)    105 57 44.     (W)     SCALED    
 JK0650* NAVD 88     -      2758.403  (meters)    9049.86   (feet)  ADJUSTED  
 JK0650  ___________________________________________________________________
 JK0650  GEOID HEIGHT-         -13.71  (meters)                     GEOID03
 JK0650  DYNAMIC HT  -        2754.889 (meters)    9038.33  (feet)  COMP
 JK0650  MODELED GRAV-     979,253.8   (mgal)                       NAVD 88
 JK0650
 JK0650  VERT ORDER  -  FIRST     CLASS II
 JK0650
 JK0650.The horizontal coordinates were scaled from a topographic map and have
 JK0650.an estimated accuracy of +/- 6 seconds.
 JK0650
 JK0650.The orthometric height was determined by differential leveling
 JK0650.and adjusted by the National Geodetic Survey in June 1991..
 JK0650
 JK0650.The geoid height was determined by GEOID03.
 JK0650
 JK0650.The dynamic height is computed by dividing the NAVD 88
 JK0650.geopotential number by the normal gravity value computed on the
 JK0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0650.degrees latitude (g = 980.6199 gals.).
 JK0650
 JK0650.The modeled gravity was interpolated from observed gravity values.
 JK0650
 JK0650;                    North         East    Units  Estimated Accuracy
 JK0650;SPC CO C     -   429,010.      874,340.      MT  (+/- 180 meters Scaled)
 JK0650
 JK0650                          SUPERSEDED SURVEY CONTROL
 JK0650
 JK0650  NGVD 29 (??/??/92) 2756.816  (m)         9044.65   (f) ADJ UNCH    1 2
 JK0650
 JK0650.Superseded values are not recommended for survey control.
 JK0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0650.See file dsdata.txt to determine how the superseded data were derived.
 JK0650
 JK0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD166118(NAD 83)
 JK0650_MARKER: DB = BENCH MARK DISK
 JK0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0650_STAMPING: L 350 1954
 JK0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0650+STABILITY: SURFACE MOTION
 JK0650
 JK0650  HISTORY     - Date     Condition        Report By
 JK0650  HISTORY     - 1954     MONUMENTED       CGS
 JK0650
 JK0650                          STATION DESCRIPTION
 JK0650
 JK0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JK0650'2 MI N FROM ANTERO JUNCTION.
 JK0650'1.95 MILES NORTH ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION WITH U.S.
 JK0650'HIGHWAY 24 AT ANTERO JUNCTION, 210 FEET NORTH OF THE CENTER OF THE
 JK0650'NORTH END OF A BRIDGE OVER SALT CREEK, 46 FEET EAST OF THE CENTER
 JK0650'LINE OF THE HIGHWAY, 4 FEET WEST OF A FENCE, 2.8 FEET NORTH OF A
 JK0650'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7
 JK0650'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0175 ***********************************************************************
 KK0175  DESIGNATION -  L 354
 KK0175  PID         -  KK0175
 KK0175  STATE/COUNTY-  CO/DOUGLAS
 KK0175  USGS QUAD   -  LARKSPUR (1994)
 KK0175
 KK0175                         *CURRENT SURVEY CONTROL
 KK0175  ___________________________________________________________________
 KK0175* NAD 83(1986)-  39 08 08.     (N)    104 53 51.     (W)     SCALED    
 KK0175* NAVD 88     -      2180.321  (meters)    7153.27   (feet)  ADJUSTED  
 KK0175  ___________________________________________________________________
 KK0175  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 KK0175  DYNAMIC HT  -        2177.889 (meters)    7145.29  (feet)  COMP
 KK0175  MODELED GRAV-     979,433.5   (mgal)                       NAVD 88
 KK0175
 KK0175  VERT ORDER  -  FIRST     CLASS II
 KK0175
 KK0175.The horizontal coordinates were scaled from a topographic map and have
 KK0175.an estimated accuracy of +/- 6 seconds.
 KK0175
 KK0175.The orthometric height was determined by differential leveling
 KK0175.and adjusted by the National Geodetic Survey in June 1991..
 KK0175
 KK0175.The geoid height was determined by GEOID03.
 KK0175
 KK0175.The dynamic height is computed by dividing the NAVD 88
 KK0175.geopotential number by the normal gravity value computed on the
 KK0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0175.degrees latitude (g = 980.6199 gals.).
 KK0175
 KK0175.The modeled gravity was interpolated from observed gravity values.
 KK0175
 KK0175;                    North         East    Units  Estimated Accuracy
 KK0175;SPC CO C     -   449,530.      966,490.      MT  (+/- 180 meters Scaled)
 KK0175
 KK0175                          SUPERSEDED SURVEY CONTROL
 KK0175
 KK0175  NGVD 29 (??/??/92) 2179.106  (m)         7149.28   (f) ADJ UNCH    1 2
 KK0175
 KK0175.Superseded values are not recommended for survey control.
 KK0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0175.See file dsdata.txt to determine how the superseded data were derived.
 KK0175
 KK0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED088318(NAD 83)
 KK0175_MARKER: DB = BENCH MARK DISK
 KK0175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0175_SP_SET: CULVERT
 KK0175_STAMPING: L 354 1954
 KK0175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0175
 KK0175  HISTORY     - Date     Condition        Report By
 KK0175  HISTORY     - 1954     MONUMENTED       CGS
 KK0175
 KK0175                          STATION DESCRIPTION
 KK0175
 KK0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK0175'0.8 MI N FROM PALMER LAKE.
 KK0175'0.8 MILE NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KK0175'FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT
 KK0175'PALMER LAKE, 3 1/2 POLES SOUTH OF THE MILEPOST 51, 10 FEET WEST OF
 KK0175'THE WEST RAIL, 5 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP
 KK0175'OF THE SOUTH END OF THE WEST HEADWALL, OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0560 ***********************************************************************
 KK0560  DESIGNATION -  L 355
 KK0560  PID         -  KK0560
 KK0560  STATE/COUNTY-  CO/ARAPAHOE
 KK0560  USGS QUAD   -  LITTLETON (1994)
 KK0560
 KK0560                         *CURRENT SURVEY CONTROL
 KK0560  ___________________________________________________________________
 KK0560* NAD 83(1986)-  39 35 44.     (N)    105 00 21.     (W)     SCALED    
 KK0560* NAVD 88     -      1671.364  (meters)    5483.47   (feet)  POSTED    
 KK0560  ___________________________________________________________________
 KK0560  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 KK0560  DYNAMIC HT  -        1669.720 (meters)    5478.07  (feet)  COMP
 KK0560  MODELED GRAV-     979,583.9   (mgal)                       NAVD 88
 KK0560
 KK0560  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 KK0560
 KK0560.The horizontal coordinates were scaled from a topographic map and have
 KK0560.an estimated accuracy of +/- 6 seconds.
 KK0560
 KK0560.The orthometric height was determined by differential leveling
 KK0560.and adjusted by the National Geodetic Survey in 1992..
 KK0560.No vertical observational check was made to the station.
 KK0560.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 KK0560.was located on a no-check spur therefore a value was not computed.
 KK0560
 KK0560.The geoid height was determined by GEOID03.
 KK0560
 KK0560.The dynamic height is computed by dividing the NAVD 88
 KK0560.geopotential number by the normal gravity value computed on the
 KK0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0560.degrees latitude (g = 980.6199 gals.).
 KK0560
 KK0560.The modeled gravity was interpolated from observed gravity values.
 KK0560
 KK0560;                    North         East    Units  Estimated Accuracy
 KK0560;SPC CO C     -   500,540.      956,850.      MT  (+/- 180 meters Scaled)
 KK0560
 KK0560                          SUPERSEDED SURVEY CONTROL
 KK0560
 KK0560  NGVD 29 (??/??/92) 1670.448  (m)         5480.46   (f) ADJ UNCH    1 2
 KK0560
 KK0560.Superseded values are not recommended for survey control.
 KK0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0560.See file dsdata.txt to determine how the superseded data were derived.
 KK0560
 KK0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD994828(NAD 83)
 KK0560_MARKER: DB = BENCH MARK DISK
 KK0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0560_STAMPING: L 355 1954
 KK0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0560+STABILITY: SURFACE MOTION
 KK0560
 KK0560  HISTORY     - Date     Condition        Report By
 KK0560  HISTORY     - 1954     MONUMENTED       CGS
 KK0560  HISTORY     - 1955     GOOD             NGS
 KK0560  HISTORY     - 1982     MARK NOT FOUND   NGS
 KK0560
 KK0560                          STATION DESCRIPTION
 KK0560
 KK0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK0560'1.6 MI SE FROM LITTLETON.
 KK0560'0.8 MILE SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN
 KK0560'RAILROAD FROM THE STATION AT LITTLETON, THENCE 0.8 MILE EAST ALONG
 KK0560'RIDGE ROAD, 180 FEET EAST OF THE INTERSECTION OF THE CENTER
 KK0560'LINES OF RIDGE ROAD AND SOUTH WINDERMERE AVENUE, 26 FEET SOUTH OF
 KK0560'THE CENTER LINE OF RIDGE ROAD, 96 FEET WEST OF THE NORTHWEST
 KK0560'CORNER OF A GARAGE, 3 FEET SOUTH OF A POWER POLE, SET IN THE TOP
 KK0560'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 KK0560
 KK0560                          STATION RECOVERY (1955)
 KK0560
 KK0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0560'RECOVERED IN GOOD CONDITION.
 KK0560
 KK0560                          STATION RECOVERY (1982)
 KK0560
 KK0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0560'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0561 ***********************************************************************
 KK0561  DESIGNATION -  L 355 RESET
 KK0561  PID         -  KK0561
 KK0561  STATE/COUNTY-  CO/ARAPAHOE
 KK0561  USGS QUAD   -  LITTLETON (1994)
 KK0561
 KK0561                         *CURRENT SURVEY CONTROL
 KK0561  ___________________________________________________________________
 KK0561* NAD 83(1986)-  39 35 44.     (N)    105 00 21.     (W)     SCALED    
 KK0561* NAVD 88     -      1671.28   (+/-2cm)    5483.2    (feet)  VERTCON   
 KK0561  ___________________________________________________________________
 KK0561  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 KK0561
 KK0561  VERT ORDER  -  THIRD (See Below)
 KK0561
 KK0561.The horizontal coordinates were scaled from a topographic map and have
 KK0561.an estimated accuracy of +/- 6 seconds.
 KK0561
 KK0561.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK0561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK0561.The vertical order pertains to the NGVD 29 superseded value.
 KK0561
 KK0561.The geoid height was determined by GEOID03.
 KK0561
 KK0561;                    North         East    Units  Estimated Accuracy
 KK0561;SPC CO C     -   500,540.      956,850.      MT  (+/- 180 meters Scaled)
 KK0561
 KK0561                          SUPERSEDED SURVEY CONTROL
 KK0561
 KK0561  NGVD 29 (??/??/??) 1670.36   (m)         5480.2    (f) RESET       3  
 KK0561
 KK0561.Superseded values are not recommended for survey control.
 KK0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0561.See file dsdata.txt to determine how the superseded data were derived.
 KK0561
 KK0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD994828(NAD 83)
 KK0561_MARKER: DB = BENCH MARK DISK
 KK0561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0561_SP_SET: DRIVEWAY
 KK0561_STAMPING: L 355 RESET 1956
 KK0561_MARK LOGO: USGS  
 KK0561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0561
 KK0561  HISTORY     - Date     Condition        Report By
 KK0561  HISTORY     - 1956     MONUMENTED       USGS
 KK0561  HISTORY     - 1982     GOOD             NGS
 KK0561  HISTORY     - 1983     GOOD             NGS
 KK0561
 KK0561                          STATION DESCRIPTION
 KK0561
 KK0561'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 KK0561'1.6 MI SE FROM LITTLETON.
 KK0561'0.8 MILE SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN
 KK0561'RAILROAD FROM THE STATION IN LITTLETON, ARAPAHOE COUNTY, THENCE
 KK0561'0.8 MILE EAST ALONG RIDGE ROAD, 283 FEET EAST OF THE INTERSECTION
 KK0561'OF RIDGE ROAD AND SOUTH WINDEMERE AVENUE, 31 FEET SOUTH OF THE
 KK0561'CENTERLINE OF RIDGE ROAD, 28 FEET NORTH OF THE NORTHWEST
 KK0561'CORNER OF A GARAGE, AND IN THE NORTHWEST CORNER OF CONCRETE
 KK0561'DRIVEWAY OF R.A. WOODMAN RESIDENCE AT 925 RIDGE ROAD.  IT IS A
 KK0561'STANDARD DISK, STAMPED L 355 RESET 1956.  THIS BENCH MARK WAS
 KK0561'ESTABLISHED AND ITS ELEVATION DETERMINED BY ENGINEERS FROM THE U.S
 KK0561'GEOLOGICAL SURVEY IN JULY 1956.
 KK0561
 KK0561                          STATION RECOVERY (1982)
 KK0561
 KK0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0561'RECOVERED IN GOOD CONDITION.
 KK0561
 KK0561                          STATION RECOVERY (1983)
 KK0561
 KK0561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0561'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 KK0561'CHANGE 926 RIDGE ROAD TO 1500 RIDGE ROAD.  NOTE=NOT LEVELED TO ON THIS
 KK0561'SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0113 ***********************************************************************
 KK0113  DESIGNATION -  L 357
 KK0113  PID         -  KK0113
 KK0113  STATE/COUNTY-  CO/ARAPAHOE
 KK0113  USGS QUAD   -  PEORIA (1978)
 KK0113
 KK0113                         *CURRENT SURVEY CONTROL
 KK0113  ___________________________________________________________________
 KK0113* NAD 83(1986)-  39 44 22.     (N)    104 04 40.     (W)     SCALED    
 KK0113* NAVD 88     -      1572.297  (meters)    5158.44   (feet)  ADJUSTED  
 KK0113  ___________________________________________________________________
 KK0113  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 KK0113  DYNAMIC HT  -        1570.878 (meters)    5153.79  (feet)  COMP
 KK0113  MODELED GRAV-     979,668.5   (mgal)                       NAVD 88
 KK0113
 KK0113  VERT ORDER  -  SECOND    CLASS 0
 KK0113
 KK0113.The horizontal coordinates were scaled from a topographic map and have
 KK0113.an estimated accuracy of +/- 6 seconds.
 KK0113
 KK0113.The orthometric height was determined by differential leveling
 KK0113.and adjusted by the National Geodetic Survey in June 1991..
 KK0113
 KK0113.The geoid height was determined by GEOID03.
 KK0113
 KK0113.The dynamic height is computed by dividing the NAVD 88
 KK0113.geopotential number by the normal gravity value computed on the
 KK0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0113.degrees latitude (g = 980.6199 gals.).
 KK0113
 KK0113.The modeled gravity was interpolated from observed gravity values.
 KK0113
 KK0113;                    North         East    Units  Estimated Accuracy
 KK0113;SPC CO C     -   517,350.    1,036,310.      MT  (+/- 180 meters Scaled)
 KK0113
 KK0113                          SUPERSEDED SURVEY CONTROL
 KK0113
 KK0113  NGVD 29 (??/??/92) 1571.487  (m)         5155.79   (f) ADJ UNCH    2 0
 KK0113
 KK0113.Superseded values are not recommended for survey control.
 KK0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0113.See file dsdata.txt to determine how the superseded data were derived.
 KK0113
 KK0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED790992(NAD 83)
 KK0113_MARKER: DB = BENCH MARK DISK
 KK0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0113_STAMPING: L 357 1954
 KK0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0113+STABILITY: SURFACE MOTION
 KK0113
 KK0113  HISTORY     - Date     Condition        Report By
 KK0113  HISTORY     - 1954     MONUMENTED       CGS
 KK0113
 KK0113                          STATION DESCRIPTION
 KK0113
 KK0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK0113'10 MI E FROM BYERS.
 KK0113'0.5 MILE SOUTHEAST ALONG U.S. HIGHWAYS 40 AND 287 FROM THE
 KK0113'UNION PACIFIC RAILROAD STATION AT BYERS, THENCE 4.5 MILES
 KK0113'EAST ALONG A GRAVELED ROAD, THENCE 2.0 MILES NORTH ALONG A
 KK0113'GRAVELED ROAD, THENCE 3.0 MILES EAST ALONG U.S. HIGHWAY 36, 98
 KK0113'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AT A JUNCTION WITH
 KK0113'A ROAD LEADING NORTH, 47.5 FEET EAST OF A FENCE, 16 FEET WEST OF
 KK0113'THE CENTER OF A WIRE GATE, 2 FEET NORTH OF A FENCE, 2 FEET EAST
 KK0113'OF A WITNESS POST, 48 FEET EAST OF BENCH MARK 5155.1 (U.S.G.S.),
 KK0113'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE
 KK0113'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0420 ***********************************************************************
 LL0420  DESIGNATION -  L 358
 LL0420  PID         -  LL0420
 LL0420  STATE/COUNTY-  CO/LARIMER
 LL0420  USGS QUAD   -  BUCKEYE (1978)
 LL0420
 LL0420                         *CURRENT SURVEY CONTROL
 LL0420  ___________________________________________________________________
 LL0420* NAD 83(1986)-  40 46 11.     (N)    105 05 41.     (W)     SCALED    
 LL0420* NAVD 88     -      1653.137  (meters)    5423.67   (feet)  ADJUSTED  
 LL0420  ___________________________________________________________________
 LL0420  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 LL0420  DYNAMIC HT  -        1651.732 (meters)    5419.06  (feet)  COMP
 LL0420  MODELED GRAV-     979,716.8   (mgal)                       NAVD 88
 LL0420
 LL0420  VERT ORDER  -  FIRST     CLASS II
 LL0420
 LL0420.The horizontal coordinates were scaled from a topographic map and have
 LL0420.an estimated accuracy of +/- 6 seconds.
 LL0420
 LL0420.The orthometric height was determined by differential leveling
 LL0420.and adjusted by the National Geodetic Survey in June 1991..
 LL0420
 LL0420.The geoid height was determined by GEOID03.
 LL0420
 LL0420.The dynamic height is computed by dividing the NAVD 88
 LL0420.geopotential number by the normal gravity value computed on the
 LL0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0420.degrees latitude (g = 980.6199 gals.).
 LL0420
 LL0420.The modeled gravity was interpolated from observed gravity values.
 LL0420
 LL0420;                    North         East    Units  Estimated Accuracy
 LL0420;SPC CO N     -   464,370.      948,620.      MT  (+/- 180 meters Scaled)
 LL0420
 LL0420                          SUPERSEDED SURVEY CONTROL
 LL0420
 LL0420  NGVD 29 (??/??/92) 1652.163  (m)         5420.47   (f) ADJ UNCH    1 2
 LL0420
 LL0420.Superseded values are not recommended for survey control.
 LL0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0420.See file dsdata.txt to determine how the superseded data were derived.
 LL0420
 LL0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF920131(NAD 83)
 LL0420_MARKER: DB = BENCH MARK DISK
 LL0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0420_STAMPING: L 358 1954
 LL0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0420+STABILITY: SURFACE MOTION
 LL0420
 LL0420  HISTORY     - Date     Condition        Report By
 LL0420  HISTORY     - 1954     MONUMENTED       CGS
 LL0420  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0420
 LL0420                          STATION DESCRIPTION
 LL0420
 LL0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LL0420'3.4 MI NW FROM WAVERLY.
 LL0420'2.4 MILES NORTH ALONG STATE HIGHWAY 253 FROM THE WAVERLY SCHOOL
 LL0420'AT WAVERLY, THENCE 1.0 MILE WEST ALONG A GRAVELED ROAD, AT A
 LL0420'JUNCTION WITH A NORTH AND SOUTH ROAD, AT THE CROSSING OF THE
 LL0420'UNION PACIFIC RAILROAD, 88 FEET NORTH OF THE CENTER LINE OF AN
 LL0420'EAST AND WEST ROAD, 33 FEET EAST OF THE CENTER LINE OF A NORTH
 LL0420'AND SOUTH ROAD, 46 FEET WEST OF THE WEST RAIL, 2 FEET EAST OF A
 LL0420'FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 LL0420'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LL0420
 LL0420                          STATION RECOVERY (1984)
 LL0420
 LL0420'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1083 ***********************************************************************
 KK1083  DESIGNATION -  L 359
 KK1083  PID         -  KK1083
 KK1083  STATE/COUNTY-  CO/CLEAR CREEK
 KK1083  USGS QUAD   -  MT EVANS (1974)
 KK1083
 KK1083                         *CURRENT SURVEY CONTROL
 KK1083  ___________________________________________________________________
 KK1083* NAD 83(1986)-  39 34 55.     (N)    105 43 08.     (W)     SCALED    
 KK1083* NAVD 88     -      3458.987  (meters)   11348.36   (feet)  ADJUSTED  
 KK1083  ___________________________________________________________________
 KK1083  GEOID HEIGHT-         -12.28  (meters)                     GEOID03
 KK1083  DYNAMIC HT  -        3454.413 (meters)   11333.35  (feet)  COMP
 KK1083  MODELED GRAV-     979,176.5   (mgal)                       NAVD 88
 KK1083
 KK1083  VERT ORDER  -  FIRST     CLASS II
 KK1083
 KK1083.The horizontal coordinates were scaled from a topographic map and have
 KK1083.an estimated accuracy of +/- 6 seconds.
 KK1083
 KK1083.The orthometric height was determined by differential leveling
 KK1083.and adjusted by the National Geodetic Survey in June 1991..
 KK1083
 KK1083.The geoid height was determined by GEOID03.
 KK1083
 KK1083.The dynamic height is computed by dividing the NAVD 88
 KK1083.geopotential number by the normal gravity value computed on the
 KK1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1083.degrees latitude (g = 980.6199 gals.).
 KK1083
 KK1083.The modeled gravity was interpolated from observed gravity values.
 KK1083
 KK1083;                    North         East    Units  Estimated Accuracy
 KK1083;SPC CO C     -   498,940.      895,600.      MT  (+/- 180 meters Scaled)
 KK1083
 KK1083                          SUPERSEDED SURVEY CONTROL
 KK1083
 KK1083  NGVD 29 (??/??/92) 3457.202  (m)        11342.50   (f) ADJ UNCH    1 2
 KK1083
 KK1083.Superseded values are not recommended for survey control.
 KK1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1083.See file dsdata.txt to determine how the superseded data were derived.
 KK1083
 KK1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD382816(NAD 83)
 KK1083_MARKER: DB = BENCH MARK DISK
 KK1083_SETTING: 80 = SET IN A BOULDER
 KK1083_STAMPING: L 359 1954
 KK1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1083+STABILITY: SURFACE MOTION
 KK1083
 KK1083  HISTORY     - Date     Condition        Report By
 KK1083  HISTORY     - 1954     MONUMENTED       CGS
 KK1083
 KK1083                          STATION DESCRIPTION
 KK1083
 KK1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK1083'11.6 MI S FROM GEORGETOWN.
 KK1083'8.65 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE POST
 KK1083'OFFICE AT GEORGETOWN, THENCE 3.0 MILES SOUTHEAST ALONG THE
 KK1083'GEORGETOWN AND GRANT ROAD, 26 FEET EAST OF THE CENTER LINE OF THE
 KK1083'ROAD, 22 FEET SOUTHWEST OF AN 18 INCH PINE TREE, 1 FOOT ABOVE THE
 KK1083'GROUND, 4 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF THE
 KK1083'WEST END OF A 5X10 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0047 ***********************************************************************
 KM0047  DESIGNATION -  L 36
 KM0047  PID         -  KM0047
 KM0047  STATE/COUNTY-  CO/GARFIELD
 KM0047  USGS QUAD   -  CARBONERA (1973)
 KM0047
 KM0047                         *CURRENT SURVEY CONTROL
 KM0047  ___________________________________________________________________
 KM0047* NAD 83(1986)-  39 28 58.     (N)    108 57 46.     (W)     SCALED    
 KM0047* NAVD 88     -      1734.722  (meters)    5691.33   (feet)  ADJUSTED  
 KM0047  ___________________________________________________________________
 KM0047  GEOID HEIGHT-         -16.44  (meters)                     GEOID03
 KM0047  DYNAMIC HT  -        1733.008 (meters)    5685.71  (feet)  COMP
 KM0047  MODELED GRAV-     979,577.7   (mgal)                       NAVD 88
 KM0047
 KM0047  VERT ORDER  -  FIRST     CLASS II
 KM0047
 KM0047.The horizontal coordinates were scaled from a topographic map and have
 KM0047.an estimated accuracy of +/- 6 seconds.
 KM0047
 KM0047.The orthometric height was determined by differential leveling
 KM0047.and adjusted by the National Geodetic Survey in June 1991..
 KM0047
 KM0047.The geoid height was determined by GEOID03.
 KM0047
 KM0047.The dynamic height is computed by dividing the NAVD 88
 KM0047.geopotential number by the normal gravity value computed on the
 KM0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0047.degrees latitude (g = 980.6199 gals.).
 KM0047
 KM0047.The modeled gravity was interpolated from observed gravity values.
 KM0047
 KM0047;                    North         East    Units  Estimated Accuracy
 KM0047;SPC CO C     -   493,580.      616,570.      MT  (+/- 180 meters Scaled)
 KM0047
 KM0047                          SUPERSEDED SURVEY CONTROL
 KM0047
 KM0047  NGVD 29 (??/??/92) 1733.505  (m)         5687.34   (f) ADJ UNCH    1 2
 KM0047
 KM0047.Superseded values are not recommended for survey control.
 KM0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0047.See file dsdata.txt to determine how the superseded data were derived.
 KM0047
 KM0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ752723(NAD 83)
 KM0047_MARKER: DB = BENCH MARK DISK
 KM0047_SETTING: 80 = SET IN A BOULDER
 KM0047_SP_SET: BOULDER
 KM0047_STAMPING: 5687.341 L 36 1933
 KM0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0047+STABILITY: SURFACE MOTION
 KM0047
 KM0047  HISTORY     - Date     Condition        Report By
 KM0047  HISTORY     - 1933     MONUMENTED       CGS
 KM0047  HISTORY     - 1968     MARK NOT FOUND   USGS
 KM0047
 KM0047                          STATION DESCRIPTION
 KM0047
 KM0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KM0047'6.5 MI S FROM ATCHEE.
 KM0047'ON UINTAH RY. RIGHT OF WAY, 1.7 MILES NORTH OF CARBONERA, 0.3 MILES
 KM0047'SOUTH OF MILEPOST 22, OUTSIDE OF CURVE, 38 FEET EAST OF RAILROAD
 KM0047'CENTER-LINE, ON TOP OF PYRAMID SHAPED SANDSTONE BOULDER PAINTED WHITE
 KM0047'B.M.
 KM0047
 KM0047                          STATION RECOVERY (1968)
 KM0047
 KM0047'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KM0047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0812 ***********************************************************************
 LL0812  DESIGNATION -  L 360
 LL0812  PID         -  LL0812
 LL0812  STATE/COUNTY-  CO/GRAND
 LL0812  USGS QUAD   -  GRANBY (1978)
 LL0812
 LL0812                         *CURRENT SURVEY CONTROL
 LL0812  ___________________________________________________________________
 LL0812* NAD 83(1986)-  40 02 07.     (N)    105 52 47.     (W)     SCALED    
 LL0812* NAVD 88     -      2494.993  (meters)    8185.66   (feet)  ADJUSTED  
 LL0812  ___________________________________________________________________
 LL0812  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 LL0812  DYNAMIC HT  -        2492.211 (meters)    8176.53  (feet)  COMP
 LL0812  MODELED GRAV-     979,420.5   (mgal)                       NAVD 88
 LL0812
 LL0812  VERT ORDER  -  FIRST     CLASS II
 LL0812
 LL0812.The horizontal coordinates were scaled from a topographic map and have
 LL0812.an estimated accuracy of +/- 6 seconds.
 LL0812
 LL0812.The orthometric height was determined by differential leveling
 LL0812.and adjusted by the National Geodetic Survey in June 1991..
 LL0812
 LL0812.The geoid height was determined by GEOID03.
 LL0812
 LL0812.The dynamic height is computed by dividing the NAVD 88
 LL0812.geopotential number by the normal gravity value computed on the
 LL0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0812.degrees latitude (g = 980.6199 gals.).
 LL0812
 LL0812.The modeled gravity was interpolated from observed gravity values.
 LL0812
 LL0812;                    North         East    Units  Estimated Accuracy
 LL0812;SPC CO N     -   382,810.      881,990.      MT  (+/- 180 meters Scaled)
 LL0812
 LL0812                          SUPERSEDED SURVEY CONTROL
 LL0812
 LL0812  NGVD 29 (??/??/92) 2493.601  (m)         8181.09   (f) ADJ UNCH    1 2
 LL0812
 LL0812.Superseded values are not recommended for survey control.
 LL0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0812.See file dsdata.txt to determine how the superseded data were derived.
 LL0812
 LL0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE249320(NAD 83)
 LL0812_MARKER: DB = BENCH MARK DISK
 LL0812_SETTING: 66 = SET IN ROCK OUTCROP
 LL0812_SP_SET: OUTCROP
 LL0812_STAMPING: L 360 1954
 LL0812_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL0812+STABILITY: POSITION/ELEVATION WELL
 LL0812
 LL0812  HISTORY     - Date     Condition        Report By
 LL0812  HISTORY     - 1954     MONUMENTED       CGS
 LL0812
 LL0812                          STATION DESCRIPTION
 LL0812
 LL0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LL0812'4.3 MI NW FROM TABERNASH.
 LL0812'4.3 MILES NORTHWEST ALONG THE DENVER AND SALT LAKE RAILROAD
 LL0812'FROM THE WATER TANK AT TABERNASH, 12 FEET SOUTHWEST OF THE
 LL0812'SOUTHWEST RAIL, 4 FEET ABOVE THE GROUND, 12 RAILS EAST OF
 LL0812'MILEPOST 70, SET IN THE TOP OF THE NORTHEAST END OF A GRANITE
 LL0812'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0740 ***********************************************************************
 LL0740  DESIGNATION -  L 361
 LL0740  PID         -  LL0740
 LL0740  STATE/COUNTY-  CO/GRAND
 LL0740  USGS QUAD   -  TRAIL MOUNTAIN (1978)
 LL0740
 LL0740                         *CURRENT SURVEY CONTROL
 LL0740  ___________________________________________________________________
 LL0740* NAD 83(1986)-  40 11 01.     (N)    105 53 15.     (W)     SCALED    
 LL0740* NAVD 88     -      2527.561  (meters)    8292.51   (feet)  ADJUSTED  
 LL0740  ___________________________________________________________________
 LL0740  GEOID HEIGHT-         -12.36  (meters)                     GEOID03
 LL0740  DYNAMIC HT  -        2524.756 (meters)    8283.30  (feet)  COMP
 LL0740  MODELED GRAV-     979,424.5   (mgal)                       NAVD 88
 LL0740
 LL0740  VERT ORDER  -  FIRST     CLASS II
 LL0740
 LL0740.The horizontal coordinates were scaled from a topographic map and have
 LL0740.an estimated accuracy of +/- 6 seconds.
 LL0740
 LL0740.The orthometric height was determined by differential leveling
 LL0740.and adjusted by the National Geodetic Survey in June 1991..
 LL0740
 LL0740.The geoid height was determined by GEOID03.
 LL0740
 LL0740.The dynamic height is computed by dividing the NAVD 88
 LL0740.geopotential number by the normal gravity value computed on the
 LL0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0740.degrees latitude (g = 980.6199 gals.).
 LL0740
 LL0740.The modeled gravity was interpolated from observed gravity values.
 LL0740
 LL0740;                    North         East    Units  Estimated Accuracy
 LL0740;SPC CO N     -   399,280.      881,400.      MT  (+/- 180 meters Scaled)
 LL0740
 LL0740                          SUPERSEDED SURVEY CONTROL
 LL0740
 LL0740  NGVD 29 (??/??/92) 2526.166  (m)         8287.93   (f) ADJ UNCH    1 2
 LL0740
 LL0740.Superseded values are not recommended for survey control.
 LL0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0740.See file dsdata.txt to determine how the superseded data were derived.
 LL0740
 LL0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE244485(NAD 83)
 LL0740_MARKER: DB = BENCH MARK DISK
 LL0740_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0740_SP_SET: CULVERT
 LL0740_STAMPING: L 361 1954
 LL0740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0740
 LL0740  HISTORY     - Date     Condition        Report By
 LL0740  HISTORY     - 1954     MONUMENTED       CGS
 LL0740  HISTORY     - 19920226 MARK NOT FOUND   CODH
 LL0740
 LL0740                          STATION DESCRIPTION
 LL0740
 LL0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LL0740'6.8 MI SW FROM GRAND LAKE.
 LL0740'0.9 MILE WEST ALONG STATE HIGHWAY 278 FROM THE POST OFFICE AT GRAND
 LL0740'LAKE, THENCE 5.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 34, 24 FEET
 LL0740'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 LL0740'SOUTHWEST END OF THE NORTHWEST CONCRETE HEADWALL OF A 24 INCH PIPE
 LL0740'CULVERT.
 LL0740
 LL0740                          STATION RECOVERY (1992)
 LL0740
 LL0740'RECOVERY NOTE BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1992
 LL0740'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0164 ***********************************************************************
 LM0164  DESIGNATION -  L 362
 LM0164  PID         -  LM0164
 LM0164  STATE/COUNTY-  CO/JACKSON
 LM0164  USGS QUAD   -  RAND (1956)
 LM0164
 LM0164                         *CURRENT SURVEY CONTROL
 LM0164  ___________________________________________________________________
 LM0164* NAD 83(1986)-  40 26 27.     (N)    106 09 01.     (W)     SCALED    
 LM0164* NAVD 88     -      2657.258  (meters)    8718.02   (feet)  ADJUSTED  
 LM0164  ___________________________________________________________________
 LM0164  GEOID HEIGHT-         -12.01  (meters)                     GEOID03
 LM0164  DYNAMIC HT  -        2654.317 (meters)    8708.37  (feet)  COMP
 LM0164  MODELED GRAV-     979,422.2   (mgal)                       NAVD 88
 LM0164
 LM0164  VERT ORDER  -  FIRST     CLASS II
 LM0164
 LM0164.The horizontal coordinates were scaled from a topographic map and have
 LM0164.an estimated accuracy of +/- 6 seconds.
 LM0164
 LM0164.The orthometric height was determined by differential leveling
 LM0164.and adjusted by the National Geodetic Survey in June 1991..
 LM0164
 LM0164.The geoid height was determined by GEOID03.
 LM0164
 LM0164.The dynamic height is computed by dividing the NAVD 88
 LM0164.geopotential number by the normal gravity value computed on the
 LM0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0164.degrees latitude (g = 980.6199 gals.).
 LM0164
 LM0164.The modeled gravity was interpolated from observed gravity values.
 LM0164
 LM0164;                    North         East    Units  Estimated Accuracy
 LM0164;SPC CO N     -   427,970.      859,230.      MT  (+/- 180 meters Scaled)
 LM0164
 LM0164                          SUPERSEDED SURVEY CONTROL
 LM0164
 LM0164  NGVD 29 (??/??/92) 2655.794  (m)         8713.22   (f) ADJ UNCH    1 2
 LM0164
 LM0164.Superseded values are not recommended for survey control.
 LM0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0164.See file dsdata.txt to determine how the superseded data were derived.
 LM0164
 LM0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE024773(NAD 83)
 LM0164_MARKER: DB = BENCH MARK DISK
 LM0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0164_STAMPING: L 362 1954
 LM0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0164+STABILITY: SURFACE MOTION
 LM0164
 LM0164  HISTORY     - Date     Condition        Report By
 LM0164  HISTORY     - 1954     MONUMENTED       CGS
 LM0164
 LM0164                          STATION DESCRIPTION
 LM0164
 LM0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LM0164'2.0 MI SE FROM RAND.
 LM0164'2.0 MILES SOUTHEAST ALONG STATE HIGHWAY 125 FROM THE POST OFFICE AT
 LM0164'RAND, 92 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 16 FEET EAST OF
 LM0164'AN 18 INCH PINE TREE, 63.5 FEET WEST OF THE CENTER OF A WIRE GATE,
 LM0164'63.5 FEET WEST OF THE CENTER LINE OF A PRIVATE ROAD, 9 FEET NORTH OF A
 LM0164'FENCE, 2.1 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 LM0164'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0208 ***********************************************************************
 JJ0208  DESIGNATION -  L 37
 JJ0208  PID         -  JJ0208
 JJ0208  STATE/COUNTY-  CO/KIOWA
 JJ0208  USGS QUAD   -  EADS (1968)
 JJ0208
 JJ0208                         *CURRENT SURVEY CONTROL
 JJ0208  ___________________________________________________________________
 JJ0208* NAD 83(1986)-  38 28 43.     (N)    102 46 45.     (W)     SCALED    
 JJ0208* NAVD 88     -      1284.817  (meters)    4215.27   (feet)  ADJUSTED  
 JJ0208  ___________________________________________________________________
 JJ0208  GEOID HEIGHT-         -22.63  (meters)                     GEOID03
 JJ0208  DYNAMIC HT  -        1283.602 (meters)    4211.28  (feet)  COMP
 JJ0208  MODELED GRAV-     979,638.4   (mgal)                       NAVD 88
 JJ0208
 JJ0208  VERT ORDER  -  FIRST     CLASS II
 JJ0208
 JJ0208.The horizontal coordinates were scaled from a topographic map and have
 JJ0208.an estimated accuracy of +/- 6 seconds.
 JJ0208
 JJ0208.The orthometric height was determined by differential leveling
 JJ0208.and adjusted by the National Geodetic Survey in June 1991..
 JJ0208
 JJ0208.The geoid height was determined by GEOID03.
 JJ0208
 JJ0208.The dynamic height is computed by dividing the NAVD 88
 JJ0208.geopotential number by the normal gravity value computed on the
 JJ0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0208.degrees latitude (g = 980.6199 gals.).
 JJ0208
 JJ0208.The modeled gravity was interpolated from observed gravity values.
 JJ0208
 JJ0208;                    North         East    Units  Estimated Accuracy
 JJ0208;SPC CO S     -   509,360.    1,151,790.      MT  (+/- 180 meters Scaled)
 JJ0208
 JJ0208                          SUPERSEDED SURVEY CONTROL
 JJ0208
 JJ0208  NGVD 29 (??/??/92) 1284.257  (m)         4213.43   (f) ADJ UNCH    1 2
 JJ0208
 JJ0208.Superseded values are not recommended for survey control.
 JJ0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0208.See file dsdata.txt to determine how the superseded data were derived.
 JJ0208
 JJ0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC937612(NAD 83)
 JJ0208_MARKER: DB = BENCH MARK DISK
 JJ0208_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 JJ0208+WITH SETTING: PAVEMENT
 JJ0208_SP_SET: WATER TANK FOUNDATION
 JJ0208_STAMPING: L 37 1933
 JJ0208_MARK LOGO: CGS   
 JJ0208_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JJ0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0208+STABILITY: SURFACE MOTION
 JJ0208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JJ0208+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1995
 JJ0208
 JJ0208  HISTORY     - Date     Condition        Report By
 JJ0208  HISTORY     - 1933     MONUMENTED       CGS
 JJ0208  HISTORY     - 1942     GOOD             NGS
 JJ0208  HISTORY     - 1967     GOOD             USGS
 JJ0208  HISTORY     - 19951101 GOOD             CODOT
 JJ0208
 JJ0208                          STATION DESCRIPTION
 JJ0208
 JJ0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JJ0208'AT EADS.
 JJ0208'AT EADS, KIOWA COUNTY, ON U.S. HIGHWAY 287, 69 FEET SOUTH OF THE
 JJ0208'SOUTHWEST CORNER OF THE COUNTY COURTHOUSE YARD, 30 FEET SOUTH OF
 JJ0208'THE CENTERLINE OF THE HIGHWAY, AT THE CITY WATER TANK, IN THE TOP
 JJ0208'OF THE NORTH CORNER OF THE CONCRETE BASE OF THE NORTHEAST LEG,
 JJ0208'AND 2 FEET HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 JJ0208'L 37 1933.
 JJ0208
 JJ0208                          STATION RECOVERY (1967)
 JJ0208
 JJ0208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JJ0208'RECOVERED IN GOOD CONDITION.
 JJ0208
 JJ0208                          STATION RECOVERY (1995)
 JJ0208
 JJ0208'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (PG)
 JJ0208'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0489 ***********************************************************************
 KK0489  DESIGNATION -  L 374
 KK0489  PID         -  KK0489
 KK0489  STATE/COUNTY-  CO/ARAPAHOE
 KK0489  USGS QUAD   -  WATKINS SE (1994)
 KK0489
 KK0489                         *CURRENT SURVEY CONTROL
 KK0489  ___________________________________________________________________
 KK0489* NAD 83(1986)-  39 36 28.     (N)    104 30 24.     (W)     SCALED    
 KK0489* NAVD 88     -      1845.959  (meters)    6056.28   (feet)  ADJUSTED  
 KK0489  ___________________________________________________________________
 KK0489  GEOID HEIGHT-         -17.91  (meters)                     GEOID03
 KK0489  DYNAMIC HT  -        1844.175 (meters)    6050.43  (feet)  COMP
 KK0489  MODELED GRAV-     979,593.9   (mgal)                       NAVD 88
 KK0489
 KK0489  VERT ORDER  -  SECOND    CLASS 0
 KK0489
 KK0489.The horizontal coordinates were scaled from a topographic map and have
 KK0489.an estimated accuracy of +/- 6 seconds.
 KK0489
 KK0489.The orthometric height was determined by differential leveling
 KK0489.and adjusted by the National Geodetic Survey in June 1991..
 KK0489
 KK0489.The geoid height was determined by GEOID03.
 KK0489
 KK0489.The dynamic height is computed by dividing the NAVD 88
 KK0489.geopotential number by the normal gravity value computed on the
 KK0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0489.degrees latitude (g = 980.6199 gals.).
 KK0489
 KK0489.The modeled gravity was interpolated from observed gravity values.
 KK0489
 KK0489;                    North         East    Units  Estimated Accuracy
 KK0489;SPC CO C     -   502,250.      999,710.      MT  (+/- 180 meters Scaled)
 KK0489
 KK0489                          SUPERSEDED SURVEY CONTROL
 KK0489
 KK0489  NGVD 29 (??/??/92) 1845.017  (m)         6053.19   (f) ADJ UNCH    2 0
 KK0489
 KK0489.Superseded values are not recommended for survey control.
 KK0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0489.See file dsdata.txt to determine how the superseded data were derived.
 KK0489
 KK0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED423843(NAD 83)
 KK0489_MARKER: DB = BENCH MARK DISK
 KK0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0489_STAMPING: L 374 1960
 KK0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0489+STABILITY: SURFACE MOTION
 KK0489
 KK0489  HISTORY     - Date     Condition        Report By
 KK0489  HISTORY     - 1960     MONUMENTED       CGS
 KK0489
 KK0489                          STATION DESCRIPTION
 KK0489
 KK0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KK0489'16.8 MI ESE FROM BUCKLEY ANG BASE.
 KK0489'7.2 MILES EAST AND SOUTH ALONG COLORADO STATE HIGHWAY 30 FROM
 KK0489'THE MAIN GATE AT BUCKLEY A.N.G. BASE, THENCE EAST 11.3 MILES, THENCE
 KK0489'SOUTH 2 MILES.  THE MARK IS 54 FEET EAST OF THE CENTER OF AN OILED
 KK0489'ROAD AND 4.5 FEET NORTH OF A METAL WITNESS POST.  IT IS A STANDARD
 KK0489'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT, WHICH
 KK0489'PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0136 ***********************************************************************
 LN0136  DESIGNATION -  L 379
 LN0136  PID         -  LN0136
 LN0136  STATE/COUNTY-  CO/MOFFAT
 LN0136  USGS QUAD   -  SUGARLOAF BUTTE (1966)
 LN0136
 LN0136                         *CURRENT SURVEY CONTROL
 LN0136  ___________________________________________________________________
 LN0136* NAD 83(1986)-  40 52 56.     (N)    108 44 36.     (W)     SCALED    
 LN0136* NAVD 88     -      2129.311  (meters)    6985.91   (feet)  ADJUSTED  
 LN0136  ___________________________________________________________________
 LN0136  GEOID HEIGHT-         -14.90  (meters)                     GEOID03
 LN0136  DYNAMIC HT  -        2127.349 (meters)    6979.48  (feet)  COMP
 LN0136  MODELED GRAV-     979,626.1   (mgal)                       NAVD 88
 LN0136
 LN0136  VERT ORDER  -  SECOND    CLASS 0
 LN0136
 LN0136.The horizontal coordinates were scaled from a topographic map and have
 LN0136.an estimated accuracy of +/- 6 seconds.
 LN0136
 LN0136.The orthometric height was determined by differential leveling
 LN0136.and adjusted by the National Geodetic Survey in June 1991..
 LN0136
 LN0136.The geoid height was determined by GEOID03.
 LN0136
 LN0136.The dynamic height is computed by dividing the NAVD 88
 LN0136.geopotential number by the normal gravity value computed on the
 LN0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0136.degrees latitude (g = 980.6199 gals.).
 LN0136
 LN0136.The modeled gravity was interpolated from observed gravity values.
 LN0136
 LN0136;                    North         East    Units  Estimated Accuracy
 LN0136;SPC CO N     -   481,780.      641,090.      MT  (+/- 180 meters Scaled)
 LN0136
 LN0136                          SUPERSEDED SURVEY CONTROL
 LN0136
 LN0136  NGVD 29 (??/??/92) 2127.998  (m)         6981.61   (f) ADJ UNCH    2 0
 LN0136
 LN0136.Superseded values are not recommended for survey control.
 LN0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0136.See file dsdata.txt to determine how the superseded data were derived.
 LN0136
 LN0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL901281(NAD 83)
 LN0136_MARKER: DB = BENCH MARK DISK
 LN0136_SETTING: 80 = SET IN A BOULDER
 LN0136_SP_SET: BOULDER
 LN0136_STAMPING: L 379 1962
 LN0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0136+STABILITY: SURFACE MOTION
 LN0136
 LN0136  HISTORY     - Date     Condition        Report By
 LN0136  HISTORY     - 1962     MONUMENTED       CGS
 LN0136
 LN0136                          STATION DESCRIPTION
 LN0136
 LN0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0136'24.0 MI N FROM GREYSTONE.
 LN0136'9.4 MILES NORTH ALONG COUNTY ROAD 10 FROM THE STORE AND POST OFFICE AT
 LN0136'GREYSTONE, THENCE 14.6 MILES NORTH ALONG COUNTY ROAD 318, AT THE NORTH
 LN0136'END OF A CURVE, IN THE TOP OF A 4- BY 4-FOOT OUTCROPING BOULDER, 145
 LN0136'FEET WEST OF THE CENTER LINE OF THE ROAD, 137 FEET SOUTHWEST OF A
 LN0136'CURVE SIGN, 27 FEET WEST OF A LARGE JUNIPER TREE, 1.5 FEET NORTHEAST
 LN0136'OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND 0.8 FOOT
 LN0136'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0088 ***********************************************************************
 HJ0088  DESIGNATION -  L 38
 HJ0088  PID         -  HJ0088
 HJ0088  STATE/COUNTY-  CO/PROWERS
 HJ0088  USGS QUAD   -  GOBBLERS KNOB (1968)
 HJ0088
 HJ0088                         *CURRENT SURVEY CONTROL
 HJ0088  ___________________________________________________________________
 HJ0088* NAD 83(1986)-  37 49 04.     (N)    102 36 41.     (W)     SCALED    
 HJ0088* NAVD 88     -      1236.339  (meters)    4056.22   (feet)  ADJUSTED  
 HJ0088  ___________________________________________________________________
 HJ0088  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 HJ0088  DYNAMIC HT  -        1235.106 (meters)    4052.18  (feet)  COMP
 HJ0088  MODELED GRAV-     979,589.6   (mgal)                       NAVD 88
 HJ0088
 HJ0088  VERT ORDER  -  FIRST     CLASS II
 HJ0088
 HJ0088.The horizontal coordinates were scaled from a topographic map and have
 HJ0088.an estimated accuracy of +/- 6 seconds.
 HJ0088
 HJ0088.The orthometric height was determined by differential leveling
 HJ0088.and adjusted by the National Geodetic Survey in June 1991..
 HJ0088.WARNING-Repeat measurements at this control monument indicate possible
 HJ0088.vertical movement.
 HJ0088
 HJ0088.The geoid height was determined by GEOID03.
 HJ0088
 HJ0088.The dynamic height is computed by dividing the NAVD 88
 HJ0088.geopotential number by the normal gravity value computed on the
 HJ0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0088.degrees latitude (g = 980.6199 gals.).
 HJ0088
 HJ0088.The modeled gravity was interpolated from observed gravity values.
 HJ0088
 HJ0088;                    North         East    Units  Estimated Accuracy
 HJ0088;SPC CO S     -   436,490.    1,168,690.      MT  (+/- 180 meters Scaled)
 HJ0088
 HJ0088                          SUPERSEDED SURVEY CONTROL
 HJ0088
 HJ0088  NGVD 29 (??/??/92) 1235.766  (m)         4054.34   (f) ADJ UNCH    1 2
 HJ0088
 HJ0088.Superseded values are not recommended for survey control.
 HJ0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0088.See file dsdata.txt to determine how the superseded data were derived.
 HJ0088
 HJ0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB102882(NAD 83)
 HJ0088_MARKER: DB = BENCH MARK DISK
 HJ0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0088_STAMPING: L 38 1933
 HJ0088_MARK LOGO: CGS   
 HJ0088_PROJECTION: FLUSH
 HJ0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0088+STABILITY: SURFACE MOTION
 HJ0088
 HJ0088  HISTORY     - Date     Condition        Report By
 HJ0088  HISTORY     - 1933     MONUMENTED       CGS
 HJ0088  HISTORY     - 1942     GOOD             NGS
 HJ0088  HISTORY     - 1985     GOOD             NGS
 HJ0088
 HJ0088                          STATION DESCRIPTION
 HJ0088
 HJ0088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 HJ0088'19 MI S FROM LAMAR.
 HJ0088'19.0 MILES SOUTH ALONG U.S. HIGHWAY 287 FROM THE COUNTY COURTHOUSE
 HJ0088'AT LAMAR, PROWERS COUNTY, 0.2 MILE NORTH OF A SMALL CREEK, 30 YARDS
 HJ0088'SOUTHEAST OF POLE 487, 45 FEET EAST OF THE CENTERLINE OF THE
 HJ0088'HIGHWAY, AND 4 FEET EAST AND 2 FEET SOUTH OF A SECTION-LINE FENCE
 HJ0088'CORNER.  A STANDARD DISK, STAMPED L 38 1933 AND SET IN THE TOP OF
 HJ0088'A CONCRETE POST.
 HJ0088
 HJ0088                          STATION RECOVERY (1985)
 HJ0088
 HJ0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HJ0088'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  29.8 KM
 HJ0088'(18.5 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE IN
 HJ0088'LAMAR, 0.3 KM (0.2 MI) NORTH OF THE HIGHWAY BRIDGE SPANNING NORTH MULE
 HJ0088'CREEK, 36.6 M (120.1 FT) SOUTHEAST OF MILEPOST 59, AND 21.3 M
 HJ0088'(69.9 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 HJ0088'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST AND FENCE
 HJ0088'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0158 ***********************************************************************
 LN0158  DESIGNATION -  L 380
 LN0158  PID         -  LN0158
 LN0158  STATE/COUNTY-  CO/MOFFAT
 LN0158  USGS QUAD   -  VERMILLION MESA (1973)
 LN0158
 LN0158                         *CURRENT SURVEY CONTROL
 LN0158  ___________________________________________________________________
 LN0158* NAD 83(1986)-  40 38 16.     (N)    108 41 01.     (W)     SCALED    
 LN0158* NAVD 88     -      1978.321  (meters)    6490.54   (feet)  ADJUSTED  
 LN0158  ___________________________________________________________________
 LN0158  GEOID HEIGHT-         -15.61  (meters)                     GEOID03
 LN0158  DYNAMIC HT  -        1976.465 (meters)    6484.45  (feet)  COMP
 LN0158  MODELED GRAV-     979,615.7   (mgal)                       NAVD 88
 LN0158
 LN0158  VERT ORDER  -  SECOND    CLASS 0
 LN0158
 LN0158.The horizontal coordinates were scaled from a topographic map and have
 LN0158.an estimated accuracy of +/- 6 seconds.
 LN0158
 LN0158.The orthometric height was determined by differential leveling
 LN0158.and adjusted by the National Geodetic Survey in June 1991..
 LN0158
 LN0158.The geoid height was determined by GEOID03.
 LN0158
 LN0158.The dynamic height is computed by dividing the NAVD 88
 LN0158.geopotential number by the normal gravity value computed on the
 LN0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0158.degrees latitude (g = 980.6199 gals.).
 LN0158
 LN0158.The modeled gravity was interpolated from observed gravity values.
 LN0158
 LN0158;                    North         East    Units  Estimated Accuracy
 LN0158;SPC CO N     -   454,470.      645,150.      MT  (+/- 180 meters Scaled)
 LN0158
 LN0158                          SUPERSEDED SURVEY CONTROL
 LN0158
 LN0158  NGVD 29 (??/??/92) 1977.013  (m)         6486.25   (f) ADJ UNCH    2 0
 LN0158
 LN0158.Superseded values are not recommended for survey control.
 LN0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0158.See file dsdata.txt to determine how the superseded data were derived.
 LN0158
 LN0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL958011(NAD 83)
 LN0158_MARKER: DB = BENCH MARK DISK
 LN0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0158_STAMPING: L 380 1962
 LN0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0158+STABILITY: SURFACE MOTION
 LN0158
 LN0158  HISTORY     - Date     Condition        Report By
 LN0158  HISTORY     - 1962     MONUMENTED       CGS
 LN0158
 LN0158                          STATION DESCRIPTION
 LN0158
 LN0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0158'2.15 MI N FROM GREYSTONE.
 LN0158'2.15 MILES NORTH ALONG COUNTY ROAD 10 FROM THE STORE AND POST OFFICE
 LN0158'AT GREYSTONE, 87 FEET EAST-SOUTHEAST OF THE CENTER OF THE INTERSECTION
 LN0158'OF COUNTY ROAD 12, 85 FEET EAST OF THE CENTER LINE OF COUNTY ROAD 10,
 LN0158'3.5 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN
 LN0158'THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0177 ***********************************************************************
 LN0177  DESIGNATION -  L 382
 LN0177  PID         -  LN0177
 LN0177  STATE/COUNTY-  CO/MOFFAT
 LN0177  USGS QUAD   -  BIG JOE BASIN (1966)
 LN0177
 LN0177                         *CURRENT SURVEY CONTROL
 LN0177  ___________________________________________________________________
 LN0177* NAD 83(1986)-  40 45 08.     (N)    108 48 14.     (W)     SCALED    
 LN0177* NAVD 88     -      1771.954  (meters)    5813.49   (feet)  ADJUSTED  
 LN0177  ___________________________________________________________________
 LN0177  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 LN0177  DYNAMIC HT  -        1770.406 (meters)    5808.41  (feet)  COMP
 LN0177  MODELED GRAV-     979,688.1   (mgal)                       NAVD 88
 LN0177
 LN0177  VERT ORDER  -  SECOND    CLASS 0
 LN0177
 LN0177.The horizontal coordinates were scaled from a topographic map and have
 LN0177.an estimated accuracy of +/- 6 seconds.
 LN0177
 LN0177.The orthometric height was determined by differential leveling
 LN0177.and adjusted by the National Geodetic Survey in June 1991..
 LN0177
 LN0177.The geoid height was determined by GEOID03.
 LN0177
 LN0177.The dynamic height is computed by dividing the NAVD 88
 LN0177.geopotential number by the normal gravity value computed on the
 LN0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0177.degrees latitude (g = 980.6199 gals.).
 LN0177
 LN0177.The modeled gravity was interpolated from observed gravity values.
 LN0177
 LN0177;                    North         East    Units  Estimated Accuracy
 LN0177;SPC CO N     -   467,540.      635,460.      MT  (+/- 180 meters Scaled)
 LN0177
 LN0177                          SUPERSEDED SURVEY CONTROL
 LN0177
 LN0177  NGVD 29 (??/??/92) 1770.739  (m)         5809.50   (f) ADJ UNCH    2 0
 LN0177
 LN0177.Superseded values are not recommended for survey control.
 LN0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0177.See file dsdata.txt to determine how the superseded data were derived.
 LN0177
 LN0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL853135(NAD 83)
 LN0177_MARKER: DB = BENCH MARK DISK
 LN0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0177_STAMPING: L 382 1962
 LN0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0177+STABILITY: SURFACE MOTION
 LN0177
 LN0177  HISTORY     - Date     Condition        Report By
 LN0177  HISTORY     - 1962     MONUMENTED       CGS
 LN0177
 LN0177                          STATION DESCRIPTION
 LN0177
 LN0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0177'14.6 MI NW FROM GREYSTONE.
 LN0177'14.6 MILES NORTHWEST ALONG COUNTY ROAD 10 FROM THE STORE AND POST
 LN0177'OFFICE AT GREYSTONE, 0.1 MILE WEST OF THE SUMMIT OF A HILL, 53 FEET
 LN0177'NORTH OF THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTH OF A WITNESS
 LN0177'POST, ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A
 LN0177'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0578 ***********************************************************************
 KL0578  DESIGNATION -  L 383
 KL0578  PID         -  KL0578
 KL0578  STATE/COUNTY-  CO/RIO BLANCO
 KL0578  USGS QUAD   -  VEATCH GULCH (1987)
 KL0578
 KL0578                         *CURRENT SURVEY CONTROL
 KL0578  ___________________________________________________________________
 KL0578* NAD 83(1986)-  39 56 47.     (N)    107 45 03.     (W)     SCALED    
 KL0578* NAVD 88     -      2043.589  (meters)    6704.67   (feet)  ADJUSTED  
 KL0578  ___________________________________________________________________
 KL0578  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 KL0578  DYNAMIC HT  -        2041.442 (meters)    6697.63  (feet)  COMP
 KL0578  MODELED GRAV-     979,502.8   (mgal)                       NAVD 88
 KL0578
 KL0578  VERT ORDER  -  SECOND    CLASS 0
 KL0578
 KL0578.The horizontal coordinates were scaled from a topographic map and have
 KL0578.an estimated accuracy of +/- 6 seconds.
 KL0578
 KL0578.The orthometric height was determined by differential leveling
 KL0578.and adjusted by the National Geodetic Survey in June 1991..
 KL0578
 KL0578.The geoid height was determined by GEOID03.
 KL0578
 KL0578.The dynamic height is computed by dividing the NAVD 88
 KL0578.geopotential number by the normal gravity value computed on the
 KL0578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0578.degrees latitude (g = 980.6199 gals.).
 KL0578
 KL0578.The modeled gravity was interpolated from observed gravity values.
 KL0578
 KL0578;                    North         East    Units  Estimated Accuracy
 KL0578;SPC CO N     -   375,310.      722,070.      MT  (+/- 180 meters Scaled)
 KL0578
 KL0578                          SUPERSEDED SURVEY CONTROL
 KL0578
 KL0578  NGVD 29 (??/??/92) 2042.234  (m)         6700.23   (f) ADJ UNCH    2 0
 KL0578
 KL0578.Superseded values are not recommended for survey control.
 KL0578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0578.See file dsdata.txt to determine how the superseded data were derived.
 KL0578
 KL0578_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBE649254(NAD 83)
 KL0578_MARKER: DB = BENCH MARK DISK
 KL0578_SETTING: 66 = SET IN ROCK OUTCROP
 KL0578_SP_SET: OUTCROP
 KL0578_STAMPING: L 383 1966
 KL0578_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0578+STABILITY: POSITION/ELEVATION WELL
 KL0578
 KL0578  HISTORY     - Date     Condition        Report By
 KL0578  HISTORY     - 1966     MONUMENTED       CGS
 KL0578
 KL0578                          STATION DESCRIPTION
 KL0578
 KL0578'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KL0578'9.2 MI SW FROM BUFORD.
 KL0578'9.2 MILES SOUTHWEST ALONG STATE HIGHWAY 132 FROM THE STORE AND POST
 KL0578'OFFICE AT BUFORD, SET VERTICALLY IN THE FACE OF AN OUTCROP IN A CUT
 KL0578'BANK, 0.1 MILE NORTHWEST AND ACROSS THE ROAD FROM THREE SILVER TANKS,
 KL0578'AT A POINT WHERE TELEPHONE LINE CROSSES HIGHWAY, 23 FEET NORTHEAST OF
 KL0578'THE CENTER LINE OF THE HIGHWAY, 25 FEET NORTHWEST OF A TELEPHONE POLE,
 KL0578'AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0459 ***********************************************************************
 LM0459  DESIGNATION -  L 384
 LM0459  PID         -  LM0459
 LM0459  STATE/COUNTY-  CO/RIO BLANCO
 LM0459  USGS QUAD   -  NINEMILE GAP (1966)
 LM0459
 LM0459                         *CURRENT SURVEY CONTROL
 LM0459  ___________________________________________________________________
 LM0459* NAD 83(1992)-  40 08 29.65803(N)    107 49 24.96715(W)     ADJUSTED  
 LM0459* NAVD 88     -      2212.116  (meters)    7257.58   (feet)  ADJUSTED  
 LM0459  ___________________________________________________________________
 LM0459  X           -  -1,495,013.376 (meters)                     COMP
 LM0459  Y           -  -4,649,839.781 (meters)                     COMP
 LM0459  Z           -   4,091,431.484 (meters)                     COMP
 LM0459  LAPLACE CORR-           9.44  (seconds)                    DEFLEC99
 LM0459  ELLIP HEIGHT-        2197.27  (meters)          (12/03/02) GPS OBS
 LM0459  GEOID HEIGHT-         -14.82  (meters)                     GEOID03
 LM0459  DYNAMIC HT  -        2209.807 (meters)    7250.01  (feet)  COMP
 LM0459  MODELED GRAV-     979,502.6   (mgal)                       NAVD 88
 LM0459
 LM0459  HORZ ORDER  -  THIRD
 LM0459  VERT ORDER  -  SECOND    CLASS 0
 LM0459  ELLP ORDER  -  FOURTH    CLASS II
 LM0459
 LM0459.The horizontal coordinates were established by GPS observations
 LM0459.and adjusted by the National Geodetic Survey in December 2002..
 LM0459
 LM0459.The orthometric height was determined by differential leveling
 LM0459.and adjusted by the National Geodetic Survey in June 1991..
 LM0459
 LM0459.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LM0459
 LM0459.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0459
 LM0459.The ellipsoidal height was determined by GPS observations
 LM0459.and is referenced to NAD 83.
 LM0459
 LM0459.The geoid height was determined by GEOID03.
 LM0459
 LM0459.The dynamic height is computed by dividing the NAVD 88
 LM0459.geopotential number by the normal gravity value computed on the
 LM0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0459.degrees latitude (g = 980.6199 gals.).
 LM0459
 LM0459.The modeled gravity was interpolated from observed gravity values.
 LM0459
 LM0459;                    North         East     Units Scale Factor Converg.
 LM0459;SPC CO N     -   397,133.472   716,421.718   MT  0.99995865   -1 30 04.9
 LM0459;SPC CO N     - 1,302,928.73  2,350,460.25   sFT  0.99995865   -1 30 04.9
 LM0459;UTM  13      - 4,447,293.210   259,460.044   MT  1.00031232   -1 49 16.3
 LM0459
 LM0459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0459!SPC CO N     -   0.99965542  x   0.99995865  =   0.99961408
 LM0459!UTM  13      -   0.99965542  x   1.00031232  =   0.99996763
 LM0459
 LM0459                          SUPERSEDED SURVEY CONTROL
 LM0459
 LM0459  NAD 83(1992)-  40 08 29.65765(N)    107 49 24.96614(W) AD(       ) 3
 LM0459  ELLIP H (01/07/93) 2197.24   (m)                       GP(       ) 4 2
 LM0459  NAD 83(1986)-  40 08 29.65458(N)    107 49 24.95629(W) AD(       ) 3
 LM0459  NAD 27      -  40 08 29.74182(N)    107 49 22.69553(W) AD(       ) 3
 LM0459  NGVD 29 (??/??/92) 2210.749  (m)         7253.10   (f) ADJ UNCH    2 0
 LM0459
 LM0459.Superseded values are not recommended for survey control.
 LM0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0459.See file dsdata.txt to determine how the superseded data were derived.
 LM0459
 LM0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE5946047293(NAD 83)
 LM0459_MARKER: DB = BENCH MARK DISK
 LM0459_SETTING: 80 = SET IN A BOULDER
 LM0459_SP_SET: IN DRILL HOLE IN A BOULDER
 LM0459_STAMPING: L 384 1966
 LM0459_MARK LOGO: CGS   
 LM0459_MAGNETIC: N = NO MAGNETIC MATERIAL
 LM0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0459+STABILITY: SURFACE MOTION
 LM0459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LM0459+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1988
 LM0459
 LM0459  HISTORY     - Date     Condition        Report By
 LM0459  HISTORY     - 1966     MONUMENTED       CGS
 LM0459  HISTORY     - 19880616 GOOD             NGS
 LM0459
 LM0459                          STATION DESCRIPTION
 LM0459
 LM0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0459'9.95 MI NE FROM MEEKER.
 LM0459'9.95 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE FIRE STATION AT
 LM0459'MEEKER, 0.75 MILE SOUTHWEST OF THE SUMMIT OF NINE MILE PASS, AT A
 LM0459'POINT WHERE POWER LINE CROSSES HIGHWAY, IN THE TOP OF A 5 X 6-FOOT
 LM0459'OUTCROP, AT THE T JUNCTION OF A TRACK ROAD SOUTH, 137.5 FEET SOUTH OF
 LM0459'THE CENTER LINE OF THE HIGHWAY, 126 FEET EAST OF THE SOUTHEAST ONE OF
 LM0459'TWO POWER POLES, 14.8 FEET SOUTH OF THE EAST END OF A METAL GATE, 14.5
 LM0459'FEET SOUTH OF FENCE AND WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAY.
 LM0459
 LM0459                          STATION RECOVERY (1988)
 LM0459
 LM0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LM0459'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1987.
 LM0459'UT-CO-WY-ID FAA AND VERNAL NCMN, JUNE 1988
 LM0459'DESCRIBED BY GEORGE R. HEID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0299 ***********************************************************************
 LM0299  DESIGNATION -  L 385
 LM0299  PID         -  LM0299
 LM0299  STATE/COUNTY-  CO/ROUTT
 LM0299  USGS QUAD   -  YAMPA (1972)
 LM0299
 LM0299                         *CURRENT SURVEY CONTROL
 LM0299  ___________________________________________________________________
 LM0299* NAD 83(1986)-  40 12 05.     (N)    106 59 18.     (W)     SCALED    
 LM0299* NAVD 88     -      2369.112  (meters)    7772.66   (feet)  ADJUSTED  
 LM0299  ___________________________________________________________________
 LM0299  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 LM0299  DYNAMIC HT  -        2366.596 (meters)    7764.41  (feet)  COMP
 LM0299  MODELED GRAV-     979,478.1   (mgal)                       NAVD 88
 LM0299
 LM0299  VERT ORDER  -  SECOND    CLASS 0
 LM0299
 LM0299.The horizontal coordinates were scaled from a topographic map and have
 LM0299.an estimated accuracy of +/- 6 seconds.
 LM0299
 LM0299.The orthometric height was determined by differential leveling
 LM0299.and adjusted by the National Geodetic Survey in June 1991..
 LM0299
 LM0299.The geoid height was determined by GEOID03.
 LM0299
 LM0299.The dynamic height is computed by dividing the NAVD 88
 LM0299.geopotential number by the normal gravity value computed on the
 LM0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0299.degrees latitude (g = 980.6199 gals.).
 LM0299
 LM0299.The modeled gravity was interpolated from observed gravity values.
 LM0299
 LM0299;                    North         East    Units  Estimated Accuracy
 LM0299;SPC CO N     -   402,250.      787,690.      MT  (+/- 180 meters Scaled)
 LM0299
 LM0299                          SUPERSEDED SURVEY CONTROL
 LM0299
 LM0299  NGVD 29 (??/??/92) 2367.715  (m)         7768.08   (f) ADJ UNCH    2 0
 LM0299
 LM0299.Superseded values are not recommended for survey control.
 LM0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0299.See file dsdata.txt to determine how the superseded data were derived.
 LM0299
 LM0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE307520(NAD 83)
 LM0299_MARKER: DB = BENCH MARK DISK
 LM0299_SETTING: 80 = SET IN A BOULDER
 LM0299_SP_SET: BOULDER
 LM0299_STAMPING: L 385 1966
 LM0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0299+STABILITY: SURFACE MOTION
 LM0299
 LM0299  HISTORY     - Date     Condition        Report By
 LM0299  HISTORY     - 1966     MONUMENTED       CGS
 LM0299
 LM0299                          STATION DESCRIPTION
 LM0299
 LM0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0299'3.75 MI W FROM PHIPPSBURG.
 LM0299'3.75 MILES WEST ALONG STATE HIGHWAY 132 FROM THE JUNCTION OF STATE
 LM0299'HIGHWAY 131 AT PHIPPSBURG, 0.1 MILE SOUTHEAST OF THE ENTRANCE TO A LOG
 LM0299'RANCH HOUSE, 0.15 MILES NORTHWEST OF THE CREST OF A HILL, 0.05 MILE
 LM0299'SOUTHEAST OF THE CROSSING OF A POWER LINE, IN THE TOP OF A 5 X 5-FOOT
 LM0299'EMBEDDED BOULDER THAT IS ABOUT FLUSH WITH THE GROUND, 59 FEET
 LM0299'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 4 FEET LOWER
 LM0299'THAN THE HIGHWAY, 3.7 FEET SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0412 ***********************************************************************
 LM0412  DESIGNATION -  L 386
 LM0412  PID         -  LM0412
 LM0412  STATE/COUNTY-  CO/RIO BLANCO
 LM0412  USGS QUAD   -  DUNCKLEY PASS (1966)
 LM0412
 LM0412                         *CURRENT SURVEY CONTROL
 LM0412  ___________________________________________________________________
 LM0412* NAD 83(1986)-  40 12 22.     (N)    107 10 36.     (W)     SCALED    
 LM0412* NAVD 88     -      2896.524  (meters)    9503.01   (feet)  ADJUSTED  
 LM0412  ___________________________________________________________________
 LM0412  GEOID HEIGHT-         -12.76  (meters)                     GEOID03
 LM0412  DYNAMIC HT  -        2893.523 (meters)    9493.17  (feet)  COMP
 LM0412  MODELED GRAV-     979,481.3   (mgal)                       NAVD 88
 LM0412
 LM0412  VERT ORDER  -  SECOND    CLASS 0
 LM0412
 LM0412.The horizontal coordinates were scaled from a topographic map and have
 LM0412.an estimated accuracy of +/- 6 seconds.
 LM0412
 LM0412.The orthometric height was determined by differential leveling
 LM0412.and adjusted by the National Geodetic Survey in June 1991..
 LM0412
 LM0412.The geoid height was determined by GEOID03.
 LM0412
 LM0412.The dynamic height is computed by dividing the NAVD 88
 LM0412.geopotential number by the normal gravity value computed on the
 LM0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0412.degrees latitude (g = 980.6199 gals.).
 LM0412
 LM0412.The modeled gravity was interpolated from observed gravity values.
 LM0412
 LM0412;                    North         East    Units  Estimated Accuracy
 LM0412;SPC CO N     -   403,060.      771,670.      MT  (+/- 180 meters Scaled)
 LM0412
 LM0412                          SUPERSEDED SURVEY CONTROL
 LM0412
 LM0412  NGVD 29 (??/??/92) 2895.240  (m)         9498.80   (f) ADJ UNCH    2 0
 LM0412
 LM0412.Superseded values are not recommended for survey control.
 LM0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0412.See file dsdata.txt to determine how the superseded data were derived.
 LM0412
 LM0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE147529(NAD 83)
 LM0412_MARKER: DB = BENCH MARK DISK
 LM0412_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0412_SP_SET: CULVERT
 LM0412_STAMPING: L 386 1966
 LM0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0412
 LM0412  HISTORY     - Date     Condition        Report By
 LM0412  HISTORY     - 1966     MONUMENTED       BPR
 LM0412  HISTORY     - 1966     GOOD             NGS
 LM0412
 LM0412                          STATION DESCRIPTION
 LM0412
 LM0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 LM0412'17.8 MI W FROM PHIPPSBURG.
 LM0412'17.8 MILES WEST ALONG STATE HIGHWAY 132 FROM THE JUNCTION OF STATE
 LM0412'HIGHWAY 131 AT PHIPPSBURG, IN THE TOP AND 4.5 FEET NORTHWEST OF THE
 LM0412'SOUTHEAST END OF THE NORTHEAST HEAD WALL OF A 24-INCH PIPE CULVERT, 27
 LM0412'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT
 LM0412'LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0396 ***********************************************************************
 LM0396  DESIGNATION -  L 387
 LM0396  PID         -  LM0396
 LM0396  STATE/COUNTY-  CO/RIO BLANCO
 LM0396  USGS QUAD   -  DUNCKLEY PASS (1966)
 LM0396
 LM0396                         *CURRENT SURVEY CONTROL
 LM0396  ___________________________________________________________________
 LM0396* NAD 83(1986)-  40 09 17.     (N)    107 13 22.     (W)     SCALED    
 LM0396* NAVD 88     -      2562.548  (meters)    8407.29   (feet)  ADJUSTED  
 LM0396  ___________________________________________________________________
 LM0396  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 LM0396  DYNAMIC HT  -        2559.714 (meters)    8398.00  (feet)  COMP
 LM0396  MODELED GRAV-     979,426.7   (mgal)                       NAVD 88
 LM0396
 LM0396  VERT ORDER  -  SECOND    CLASS 0
 LM0396
 LM0396.The horizontal coordinates were scaled from a topographic map and have
 LM0396.an estimated accuracy of +/- 6 seconds.
 LM0396
 LM0396.The orthometric height was determined by differential leveling
 LM0396.and adjusted by the National Geodetic Survey in June 1991..
 LM0396
 LM0396.The geoid height was determined by GEOID03.
 LM0396
 LM0396.The dynamic height is computed by dividing the NAVD 88
 LM0396.geopotential number by the normal gravity value computed on the
 LM0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0396.degrees latitude (g = 980.6199 gals.).
 LM0396
 LM0396.The modeled gravity was interpolated from observed gravity values.
 LM0396
 LM0396;                    North         East    Units  Estimated Accuracy
 LM0396;SPC CO N     -   397,430.      767,640.      MT  (+/- 180 meters Scaled)
 LM0396
 LM0396                          SUPERSEDED SURVEY CONTROL
 LM0396
 LM0396  NGVD 29 (??/??/92) 2561.063  (m)         8402.42   (f) ADJ UNCH    2 0
 LM0396
 LM0396.Superseded values are not recommended for survey control.
 LM0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0396.See file dsdata.txt to determine how the superseded data were derived.
 LM0396
 LM0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE106472(NAD 83)
 LM0396_MARKER: DB = BENCH MARK DISK
 LM0396_SETTING: 80 = SET IN A BOULDER
 LM0396_SP_SET: BOULDER
 LM0396_STAMPING: L 387 1966
 LM0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0396+STABILITY: SURFACE MOTION
 LM0396
 LM0396  HISTORY     - Date     Condition        Report By
 LM0396  HISTORY     - 1966     MONUMENTED       CGS
 LM0396
 LM0396                          STATION DESCRIPTION
 LM0396
 LM0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0396'26.95 MI W FROM PHIPPSBURG.
 LM0396'26.95 MILES WEST ALONG STATE HIGHWAY 132 FROM THE JUNCTION OF STATE
 LM0396'HIGHWAY 131 AT PHIPPSBURG, 0.1 MILE NORTHEAST OF ENTRANCE TO PYRAMID
 LM0396'LAKE RANGER STATION, 0.05 MILE SOUTHWEST OF SIGN LEAVING ROUTT
 LM0396'NATIONAL FOREST, IN THE TOP OF AN EMBEDDED BOULDER WHICH PROJECTS 6
 LM0396'INCHES, 97 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 50 FEET
 LM0396'OF CENTER LINE OF DRIVEWAY, 10.6 FEET NORTHWEST OF A WITNESS POST,
 LM0396'ABOUT 7 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0057 ***********************************************************************
 HJ0057  DESIGNATION -  L 39
 HJ0057  PID         -  HJ0057
 HJ0057  STATE/COUNTY-  CO/BACA
 HJ0057  USGS QUAD   -  CAMPO (1978)
 HJ0057
 HJ0057                         *CURRENT SURVEY CONTROL
 HJ0057  ___________________________________________________________________
 HJ0057* NAD 83(1992)-  37 02 51.30119(N)    102 32 34.02662(W)     ADJUSTED  
 HJ0057* NAVD 88     -      1301.951  (meters)    4271.48   (feet)  ADJUSTED  
 HJ0057  ___________________________________________________________________
 HJ0057  X           -  -1,107,089.370 (meters)                     COMP
 HJ0057  Y           -  -4,976,169.313 (meters)                     COMP
 HJ0057  Z           -   3,822,379.420 (meters)                     COMP
 HJ0057  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 HJ0057  ELLIP HEIGHT-        1278.37  (meters)          (12/03/02) GPS OBS
 HJ0057  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 HJ0057  DYNAMIC HT  -        1300.539 (meters)    4266.85  (feet)  COMP
 HJ0057  MODELED GRAV-     979,501.3   (mgal)                       NAVD 88
 HJ0057
 HJ0057  HORZ ORDER  -  FIRST
 HJ0057  VERT ORDER  -  FIRST     CLASS II
 HJ0057  ELLP ORDER  -  FOURTH    CLASS II
 HJ0057
 HJ0057.The horizontal coordinates were established by GPS observations
 HJ0057.and adjusted by the National Geodetic Survey in August 1994..
 HJ0057
 HJ0057.The orthometric height was determined by differential leveling
 HJ0057.and adjusted by the National Geodetic Survey in June 1991..
 HJ0057
 HJ0057.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HJ0057
 HJ0057.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0057
 HJ0057.The ellipsoidal height was determined by GPS observations
 HJ0057.and is referenced to NAD 83.
 HJ0057
 HJ0057.The geoid height was determined by GEOID03.
 HJ0057
 HJ0057.The dynamic height is computed by dividing the NAVD 88
 HJ0057.geopotential number by the normal gravity value computed on the
 HJ0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0057.degrees latitude (g = 980.6199 gals.).
 HJ0057
 HJ0057.The modeled gravity was interpolated from observed gravity values.
 HJ0057
 HJ0057;                    North         East     Units Scale Factor Converg.
 HJ0057;SPC CO S     -   351,240.602 1,177,430.638   MT  1.00003890   +1 48 50.0
 HJ0057;SPC CO S     - 1,152,361.88  3,862,953.68   sFT  1.00003890   +1 48 50.0
 HJ0057;UTM  13      - 4,102,975.015   718,515.522   MT  1.00018825   +1 28 51.6
 HJ0057
 HJ0057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0057!SPC CO S     -   0.99979942  x   1.00003890  =   0.99983832
 HJ0057!UTM  13      -   0.99979942  x   1.00018825  =   0.99998764
 HJ0057
 HJ0057                          SUPERSEDED SURVEY CONTROL
 HJ0057
 HJ0057  ELLIP H (08/11/94) 1278.38   (m)                       GP(       ) 3 2
 HJ0057  NGVD 29 (??/??/92) 1301.349  (m)         4269.51   (f) ADJ UNCH    1 2
 HJ0057
 HJ0057.Superseded values are not recommended for survey control.
 HJ0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0057.See file dsdata.txt to determine how the superseded data were derived.
 HJ0057
 HJ0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB1851602975(NAD 83)
 HJ0057_MARKER: DB = BENCH MARK DISK
 HJ0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0057_SP_SET: CONCRETE POST
 HJ0057_STAMPING: L 39 1933
 HJ0057_MARK LOGO: CGS   
 HJ0057_PROJECTION: PROJECTING 9 CENTIMETERS
 HJ0057_MAGNETIC: N = NO MAGNETIC MATERIAL
 HJ0057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HJ0057+STABILITY: POSITION/ELEVATION WELL
 HJ0057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HJ0057+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1994
 HJ0057
 HJ0057  HISTORY     - Date     Condition        Report By
 HJ0057  HISTORY     - 1933     MONUMENTED       CGS
 HJ0057  HISTORY     - 1965     GOOD             NGS
 HJ0057  HISTORY     - 1976     GOOD             USGS
 HJ0057  HISTORY     - 1976     GOOD             USGS
 HJ0057  HISTORY     - 1985     GOOD             NGS
 HJ0057  HISTORY     - 19931207 GOOD
 HJ0057  HISTORY     - 19940207 GOOD             CODOT
 HJ0057
 HJ0057                          STATION DESCRIPTION
 HJ0057
 HJ0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 HJ0057'5.8 MI S FROM CAMPO.
 HJ0057'5.8 MILES SOUTH ALONG U.S. HIGHWAY 287 FROM CAMPO, BACA COUNTY, 15
 HJ0057'FEET EAST OF A ROAD LEADING TO THE OLD HIGHWAY FROM THE NEW HIGHWAY,
 HJ0057'115 FEET SOUTHWEST OF THE OLD HIGHWAY, AND 150 FEET NORTHEAST OF
 HJ0057'THE NEW HIGHWAY.  A STANDARD DISK, STAMPED L 39 1933 AND SET IN THE
 HJ0057'TOP OF A CONCRETE POST.
 HJ0057
 HJ0057                          STATION RECOVERY (1976)
 HJ0057
 HJ0057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HJ0057'4.9 MILES SOUTH ALONG U.S. HWY. 287 FROM POST OFFICE AT CAMPO, BACA
 HJ0057'COUNTY. AT A FENCE LINE EAST, 192 FEET EAST CENTER LINE HWY., 163
 HJ0057'FEET NORTHEAST OF FENCE COR. AND 45 FEET EAST OF A TRACK ROAD. A
 HJ0057'STANDARD DISK STAMPED L-39 1933, SET IN A CONCRETE POST PROJECTING 8
 HJ0057'INCHES.
 HJ0057
 HJ0057                          STATION RECOVERY (1976)
 HJ0057
 HJ0057'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HJ0057'4.9 MILES SOUTH ALONG U.S. HWY. 287 FROM POST OFFICE AT CAMPO, BACA
 HJ0057'COUNTY. AT A FENCE LINE EAST, 192 FEET EAST CENTER LINE HWY., 163
 HJ0057'FEET NORTHEAST OF FENCE COR. AND 45 FEET EAST OF A TRACK ROAD. A
 HJ0057'STANDARD DISK STAMPED L-39 1933, SET IN A CONCRETE POST PROJECTING 8
 HJ0057'INCHES.
 HJ0057
 HJ0057                          STATION RECOVERY (1985)
 HJ0057
 HJ0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HJ0057'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS. 35.9 KM
 HJ0057'(22.3 MI) NORTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE IN
 HJ0057'BOISE CITY, 5.7 KM (3.55 MI) NORTH OF THE COLORADO-OKLAHOMA STATE
 HJ0057'LINE, 45.7 M (149.9 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 HJ0057'AND 12.2 M (40.0 FT) SOUTHEAST OF THE CENTER OF A TRACK ROAD.
 HJ0057'THE MARK IS 27.4 METERS  NE FROM  A WITNESS POST AND FENCE
 HJ0057'THE MARK IS 1.5 M BELOW THE HIGHWAY.
 HJ0057
 HJ0057                          STATION RECOVERY (1993)
 HJ0057
 HJ0057'RECOVERED 1993
 HJ0057'RECOVERED IN GOOD CONDITION.
 HJ0057
 HJ0057                          STATION RECOVERY (1994)
 HJ0057
 HJ0057'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1994
 HJ0057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1004 ***********************************************************************
 LL1004  DESIGNATION -  L 390
 LL1004  PID         -  LL1004
 LL1004  STATE/COUNTY-  CO/WELD
 LL1004  USGS QUAD   -  NUNN (1975)
 LL1004
 LL1004                         *CURRENT SURVEY CONTROL
 LL1004  ___________________________________________________________________
 LL1004* NAD 83(1986)-  40 43 06.     (N)    104 47 04.     (W)     SCALED    
 LL1004* NAVD 88     -      1591.231  (meters)    5220.56   (feet)  ADJUSTED  
 LL1004  ___________________________________________________________________
 LL1004  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 LL1004  DYNAMIC HT  -        1589.892 (meters)    5216.17  (feet)  COMP
 LL1004  MODELED GRAV-     979,727.5   (mgal)                       NAVD 88
 LL1004
 LL1004  VERT ORDER  -  FIRST     CLASS II
 LL1004
 LL1004.The horizontal coordinates were scaled from a topographic map and have
 LL1004.an estimated accuracy of +/- 6 seconds.
 LL1004
 LL1004.The orthometric height was determined by differential leveling
 LL1004.and adjusted by the National Geodetic Survey in June 1991..
 LL1004
 LL1004.The geoid height was determined by GEOID03.
 LL1004
 LL1004.The dynamic height is computed by dividing the NAVD 88
 LL1004.geopotential number by the normal gravity value computed on the
 LL1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1004.degrees latitude (g = 980.6199 gals.).
 LL1004
 LL1004.The modeled gravity was interpolated from observed gravity values.
 LL1004
 LL1004;                    North         East    Units  Estimated Accuracy
 LL1004;SPC CO N     -   458,830.      974,860.      MT  (+/- 180 meters Scaled)
 LL1004
 LL1004                          SUPERSEDED SURVEY CONTROL
 LL1004
 LL1004  NGVD 29 (06/08/92) 1590.335  (m)         5217.62   (f) ADJUSTED    1 2
 LL1004
 LL1004.Superseded values are not recommended for survey control.
 LL1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1004.See file dsdata.txt to determine how the superseded data were derived.
 LL1004
 LL1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF182075(NAD 83)
 LL1004_MARKER: I = METAL ROD
 LL1004_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LL1004_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LL1004_STAMPING: L 390 1983
 LL1004_MARK LOGO: NGS   
 LL1004_PROJECTION: FLUSH
 LL1004_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL1004+STABILITY: POSITION/ELEVATION WELL
 LL1004_ROD/PIPE-DEPTH: 13.4 meters
 LL1004_SLEEVE-DEPTH  : 12.2 meters
 LL1004
 LL1004  HISTORY     - Date     Condition        Report By
 LL1004  HISTORY     - 1983     MONUMENTED       NGS
 LL1004  HISTORY     - 1984     GOOD             NGS
 LL1004
 LL1004                          STATION DESCRIPTION
 LL1004
 LL1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LL1004'33.3 KM (20.7 MI) NORTH FROM GREELEY.
 LL1004'33.3 KM (20.7 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL1004'STATION IN GREELEY, 0.9 KM (0.55 MI) NORTH OF COUNTY ROAD 100, 0.4 KM
 LL1004'(0.25 MI) SOUTH OF MILEPOST 73, 124.0 METERS (406.8 FT) SOUTH OF A
 LL1004'RAILROAD SIGNAL, 6.3 METERS (20.7 FT) EAST OF THE NEAR RAIL, AND
 LL1004'1.6 METERS (5.2 FT) NORTH OF A UTILITY POLE.  NOTE--ACCESS TO THE
 LL1004'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LL1004'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 LL1004'THE MARK IS 0.3 M BELOW THE TRACKS.
 LL1004
 LL1004                          STATION RECOVERY (1984)
 LL1004
 LL1004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL1004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0990 ***********************************************************************
 LL0990  DESIGNATION -  L 391
 LL0990  PID         -  LL0990
 LL0990  STATE/COUNTY-  CO/WELD
 LL0990  USGS QUAD   -  PLATTEVILLE (1975)
 LL0990
 LL0990                         *CURRENT SURVEY CONTROL
 LL0990  ___________________________________________________________________
 LL0990* NAD 83(1986)-  40 10 28.     (N)    104 48 56.     (W)     SCALED    
 LL0990* NAVD 88     -      1474.878  (meters)    4838.83   (feet)  ADJUSTED  
 LL0990  ___________________________________________________________________
 LL0990  GEOID HEIGHT-         -18.08  (meters)                     GEOID03
 LL0990  DYNAMIC HT  -        1473.565 (meters)    4834.52  (feet)  COMP
 LL0990  MODELED GRAV-     979,684.7   (mgal)                       NAVD 88
 LL0990
 LL0990  VERT ORDER  -  FIRST     CLASS II
 LL0990
 LL0990.The horizontal coordinates were scaled from a topographic map and have
 LL0990.an estimated accuracy of +/- 6 seconds.
 LL0990
 LL0990.The orthometric height was determined by differential leveling
 LL0990.and adjusted by the National Geodetic Survey in August 1995..
 LL0990
 LL0990.The geoid height was determined by GEOID03.
 LL0990
 LL0990.The dynamic height is computed by dividing the NAVD 88
 LL0990.geopotential number by the normal gravity value computed on the
 LL0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0990.degrees latitude (g = 980.6199 gals.).
 LL0990
 LL0990.The modeled gravity was interpolated from observed gravity values.
 LL0990
 LL0990;                    North         East    Units  Estimated Accuracy
 LL0990;SPC CO N     -   398,410.      972,700.      MT  (+/- 180 meters Scaled)
 LL0990
 LL0990                          SUPERSEDED SURVEY CONTROL
 LL0990
 LL0990  NAVD 88 (06/15/91) 1474.881  (m)         4838.84   (f) UNKNOWN     1 2
 LL0990  NGVD 29 (??/??/??) 1473.991  (m)         4835.92   (f) ADJUSTED    1 2
 LL0990
 LL0990.Superseded values are not recommended for survey control.
 LL0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0990.See file dsdata.txt to determine how the superseded data were derived.
 LL0990
 LL0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE157471(NAD 83)
 LL0990_MARKER: I = METAL ROD
 LL0990_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL0990_SP_SET: STAINLESS STEEL ROD
 LL0990_STAMPING: L 391 1983
 LL0990_MARK LOGO: NGS   
 LL0990_PROJECTION: FLUSH
 LL0990_MAGNETIC: I = MARKER IS A STEEL ROD
 LL0990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0990+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2004
 LL0990_ROD/PIPE-DEPTH: 17.1 meters
 LL0990
 LL0990  HISTORY     - Date     Condition        Report By
 LL0990  HISTORY     - 1983     MONUMENTED       NGS
 LL0990  HISTORY     - 19920823 GOOD             NGS
 LL0990  HISTORY     - 20040809 GOOD             USPSQD
 LL0990
 LL0990                          STATION DESCRIPTION
 LL0990
 LL0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LL0990'22.5 KM (14.0 MI) SW FROM LA SALLE.
 LL0990'THE MARK IS 2.0 M BELOW THE TRACKS.
 LL0990'22.5 KM (14.0 MI) SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 LL0990'THE STATION IN LA SALLE, 1 POLE NORTH OF MILEPOST 32, 58.8 METERS
 LL0990'(192.9 FT) NORTH OF THE CENTER OF COUNTY ROAD 26, 5.9 METERS (19.4 FT)
 LL0990'EAST OF THE NEAR RAIL, AND 1.2 METERS (3.9 FT) WEST OF A FENCE.
 LL0990'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LL0990'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 LL0990
 LL0990                          STATION RECOVERY (1992)
 LL0990
 LL0990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LL0990'22.5 KM (14.00 MI) SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD
 LL0990'FROM THE STATION IN LA SALLE, 1 POLE NORTH OF MILEPOST 32, 58.8 M
 LL0990'(192.9 FT) NORTH OF THE CENTER OF COUNTY ROAD 26, 5.9 M (19.4 FT)
 LL0990'EAST OF THE NEAR RAIL, 5.9 M (19.4 FT) WEST OF A FENCE, 2.0 M (6.6
 LL0990'FT) BELOW THE LEVEL OF THE TRACK, AND 0.3 M (1.0 FT) NORTH OF A
 LL0990'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LL0990'LOGO CAP.
 LL0990
 LL0990                          STATION RECOVERY (2004)
 LL0990
 LL0990'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL0990'WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1523 ***********************************************************************
 KK1523  DESIGNATION -  L 392
 KK1523  PID         -  KK1523
 KK1523  STATE/COUNTY-  CO/ADAMS
 KK1523  USGS QUAD   -  COMMERCE CITY (1994)
 KK1523
 KK1523                         *CURRENT SURVEY CONTROL
 KK1523  ___________________________________________________________________
 KK1523* NAD 83(1986)-  39 49 26.     (N)    104 54 11.     (W)     SCALED    
 KK1523* NAVD 88     -      1579.480  (meters)    5182.01   (feet)  ADJUSTED  
 KK1523  ___________________________________________________________________
 KK1523  GEOID HEIGHT-         -17.49  (meters)                     GEOID03
 KK1523  DYNAMIC HT  -        1578.007 (meters)    5177.18  (feet)  COMP
 KK1523  MODELED GRAV-     979,638.5   (mgal)                       NAVD 88
 KK1523
 KK1523  VERT ORDER  -  FIRST     CLASS II
 KK1523
 KK1523.The horizontal coordinates were scaled from a topographic map and have
 KK1523.an estimated accuracy of +/- 6 seconds.
 KK1523
 KK1523.The orthometric height was determined by differential leveling
 KK1523.and adjusted by the National Geodetic Survey in June 1991..
 KK1523
 KK1523.The geoid height was determined by GEOID03.
 KK1523
 KK1523.The dynamic height is computed by dividing the NAVD 88
 KK1523.geopotential number by the normal gravity value computed on the
 KK1523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1523.degrees latitude (g = 980.6199 gals.).
 KK1523
 KK1523.The modeled gravity was interpolated from observed gravity values.
 KK1523
 KK1523;                    North         East    Units  Estimated Accuracy
 KK1523;SPC CO N     -   359,440.      965,510.      MT  (+/- 180 meters Scaled)
 KK1523
 KK1523                          SUPERSEDED SURVEY CONTROL
 KK1523
 KK1523  NGVD 29 (??/??/??) 1578.598  (m)         5179.12   (f) ADJUSTED    1 2
 KK1523
 KK1523.Superseded values are not recommended for survey control.
 KK1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1523.See file dsdata.txt to determine how the superseded data were derived.
 KK1523
 KK1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE082082(NAD 83)
 KK1523_MARKER: I = METAL ROD
 KK1523_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1523_SP_SET: STAINLESS STEEL ROD
 KK1523_STAMPING: L 392 1983
 KK1523_MARK LOGO: NGS   
 KK1523_PROJECTION: FLUSH
 KK1523_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1523_ROD/PIPE-DEPTH: 19.2 meters
 KK1523
 KK1523  HISTORY     - Date     Condition        Report By
 KK1523  HISTORY     - 1983     MONUMENTED       NGS
 KK1523
 KK1523                          STATION DESCRIPTION
 KK1523
 KK1523'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1523'IN COMMERCE CITY.
 KK1523'IN COMMERCE CITY, AT THE JUNCTION OF EAST 70TH AVENUE AND QUEBEC
 KK1523'STREET, ON PROPERTY OF THE ROCKY MOUNTAIN ARSENAL, 23.5 METERS
 KK1523'(77.1 FT) EAST OF THE CENTERLINE OF THE STREET, 18.4 METERS (60.4 FT)
 KK1523'EAST-NORTHEAST OF A UTILITY POLE, 15.9 METERS (52.2 FT) NORTH OF THE
 KK1523'EXTENDED CENTER OF THE AVENUE, 6.4 METERS (21.0 FT) EAST OF THE CENTER
 KK1523'OF A TRACK ROAD, AND 0.3 METER (1.0 FT) SOUTH OF A WITNESS POST.
 KK1523'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1523'THE MARK IS 0.8 METERS  W FROM A WITNESS POST.
 KK1523'THE MARK IS 1.1 M ABOVE THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1341 ***********************************************************************
 KK1341  DESIGNATION -  L 393
 KK1341  PID         -  KK1341
 KK1341  STATE/COUNTY-  CO/DOUGLAS
 KK1341  USGS QUAD   -  LITTLETON (1994)
 KK1341
 KK1341                         *CURRENT SURVEY CONTROL
 KK1341  ___________________________________________________________________
 KK1341* NAD 83(1986)-  39 31 53.     (N)    105 02 05.     (W)     SCALED    
 KK1341* NAVD 88     -      1681.850  (meters)    5517.87   (feet)  ADJUSTED  
 KK1341  ___________________________________________________________________
 KK1341  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 KK1341  DYNAMIC HT  -        1680.170 (meters)    5512.36  (feet)  COMP
 KK1341  MODELED GRAV-     979,569.1   (mgal)                       NAVD 88
 KK1341
 KK1341  VERT ORDER  -  FIRST     CLASS II
 KK1341
 KK1341.The horizontal coordinates were scaled from a topographic map and have
 KK1341.an estimated accuracy of +/- 6 seconds.
 KK1341
 KK1341.The orthometric height was determined by differential leveling
 KK1341.and adjusted by the National Geodetic Survey in June 1991..
 KK1341
 KK1341.The geoid height was determined by GEOID03.
 KK1341
 KK1341.The dynamic height is computed by dividing the NAVD 88
 KK1341.geopotential number by the normal gravity value computed on the
 KK1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1341.degrees latitude (g = 980.6199 gals.).
 KK1341
 KK1341.The modeled gravity was interpolated from observed gravity values.
 KK1341
 KK1341;                    North         East    Units  Estimated Accuracy
 KK1341;SPC CO C     -   493,400.      954,400.      MT  (+/- 180 meters Scaled)
 KK1341
 KK1341                          SUPERSEDED SURVEY CONTROL
 KK1341
 KK1341  NGVD 29 (??/??/??) 1680.913  (m)         5514.80   (f) ADJUSTED    1 2
 KK1341
 KK1341.Superseded values are not recommended for survey control.
 KK1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1341.See file dsdata.txt to determine how the superseded data were derived.
 KK1341
 KK1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD970757(NAD 83)
 KK1341_MARKER: I = METAL ROD
 KK1341_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1341_SP_SET: STAINLESS STEEL ROD
 KK1341_STAMPING: L 393 1983
 KK1341_MARK LOGO: NGS   
 KK1341_PROJECTION: FLUSH
 KK1341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1341_ROD/PIPE-DEPTH: 15.8 meters
 KK1341
 KK1341  HISTORY     - Date     Condition        Report By
 KK1341  HISTORY     - 1983     MONUMENTED       NGS
 KK1341  HISTORY     - 20000914 GOOD             MSAM
 KK1341
 KK1341                          STATION DESCRIPTION
 KK1341
 KK1341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1341'10.2 KM (6.35 MI) SOUTH FROM LITTLETON.
 KK1341'10.2 KM (6.35 MI) SOUTHERLY ALONG THE DENVER AND RIO GRANDE WESTERN
 KK1341'RAILROAD FROM THE STATION IN LITTLETON, 128.0 METERS (419.9 FT)
 KK1341'SOUTHEAST OF A SWITCH, 9.0 METERS (295.3 FT) NORTHWEST OF A POWERLINE
 KK1341'CROSSING, 14.7 METERS (48.2 FT) NORTHEAST OF THE NEAR RAIL, AND
 KK1341'1.3 METERS (4.3 FT) NORTHEAST OF A UTILITY POLE.  NOTE=ACCESS TO THE
 KK1341'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1341'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 KK1341'THE MARK IS 0.9 M BELOW THE TRACKS.
 KK1341
 KK1341                          STATION RECOVERY (2000)
 KK1341
 KK1341'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2000 (RB)
 KK1341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1290 ***********************************************************************
 KK1290  DESIGNATION -  L 394
 KK1290  PID         -  KK1290
 KK1290  STATE/COUNTY-  CO/DENVER
 KK1290  USGS QUAD   -  COMMERCE CITY (1994)
 KK1290
 KK1290                         *CURRENT SURVEY CONTROL
 KK1290  ___________________________________________________________________
 KK1290* NAD 83(1986)-  39 46 18.     (N)    104 54 10.     (W)     SCALED    
 KK1290* NAVD 88     -      1609.836  (meters)    5281.60   (feet)  ADJUSTED  
 KK1290  ___________________________________________________________________
 KK1290  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 KK1290  DYNAMIC HT  -        1608.310 (meters)    5276.60  (feet)  COMP
 KK1290  MODELED GRAV-     979,622.1   (mgal)                       NAVD 88
 KK1290
 KK1290  VERT ORDER  -  FIRST     CLASS II
 KK1290
 KK1290.The horizontal coordinates were scaled from a topographic map and have
 KK1290.an estimated accuracy of +/- 6 seconds.
 KK1290
 KK1290.The orthometric height was determined by differential leveling
 KK1290.and adjusted by the National Geodetic Survey in June 1991..
 KK1290
 KK1290.The geoid height was determined by GEOID03.
 KK1290
 KK1290.The dynamic height is computed by dividing the NAVD 88
 KK1290.geopotential number by the normal gravity value computed on the
 KK1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1290.degrees latitude (g = 980.6199 gals.).
 KK1290
 KK1290.The modeled gravity was interpolated from observed gravity values.
 KK1290
 KK1290;                    North         East    Units  Estimated Accuracy
 KK1290;SPC CO C     -   520,150.      965,570.      MT  (+/- 180 meters Scaled)
 KK1290
 KK1290                          SUPERSEDED SURVEY CONTROL
 KK1290
 KK1290  NGVD 29 (??/??/??) 1608.941  (m)         5278.67   (f) ADJUSTED    1 2
 KK1290
 KK1290.Superseded values are not recommended for survey control.
 KK1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1290.See file dsdata.txt to determine how the superseded data were derived.
 KK1290
 KK1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE083024(NAD 83)
 KK1290_MARKER: DB = BENCH MARK DISK
 KK1290_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KK1290_SP_SET: ABUTMENT
 KK1290_STAMPING: L 394 1983
 KK1290_MARK LOGO: NGS   
 KK1290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1290
 KK1290  HISTORY     - Date     Condition        Report By
 KK1290  HISTORY     - 1983     MONUMENTED       NGS
 KK1290  HISTORY     - 1984     GOOD             NGS
 KK1290  HISTORY     - 20010303 GOOD             METRSC
 KK1290
 KK1290                          STATION DESCRIPTION
 KK1290
 KK1290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1290'IN DENVER.
 KK1290'IN DENVER, AT THE INTERSECTION OF THE UNION PACIFIC RAILROAD AND
 KK1290'QUEBEC STREET, IN TOP OF AND 0.3 METER (1.0 FT) EAST OF THE WEST END
 KK1290'OF OF THE NORTHEAST CONCRETE ABUTMENT OF A RAILROAD OVERPASS,
 KK1290'17.6 METERS (57.7 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES
 KK1290'OF THE STREET, AND 1.8 METERS (5.9 FT) NORTH OF THE NEAR RAIL.
 KK1290'THE MARK IS ABOVE LEVEL WITH THE TRACKS.
 KK1290
 KK1290                          STATION RECOVERY (1984)
 KK1290
 KK1290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK1290'RECOVERED IN GOOD CONDITION.
 KK1290
 KK1290                          STATION RECOVERY (2001)
 KK1290
 KK1290'RECOVERY NOTE BY METROPOLITAN STATE COLLEGE OF DENVER 2001 (HWS)
 KK1290'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0858 ***********************************************************************
 JK0858  DESIGNATION -  L 395
 JK0858  PID         -  JK0858
 JK0858  STATE/COUNTY-  CO/EL PASO
 JK0858  USGS QUAD   -  PIKEVIEW (1994)
 JK0858
 JK0858                         *CURRENT SURVEY CONTROL
 JK0858  ___________________________________________________________________
 JK0858* NAD 83(1992)-  38 58 58.53302(N)    104 48 44.63251(W)     ADJUSTED  
 JK0858* NAVD 88     -      2011.065  (meters)    6597.97   (feet)  ADJUSTED  
 JK0858  ___________________________________________________________________
 JK0858  X           -  -1,269,600.491 (meters)                     COMP
 JK0858  Y           -  -4,801,038.304 (meters)                     COMP
 JK0858  Z           -   3,992,098.418 (meters)                     COMP
 JK0858  LAPLACE CORR-         -11.60  (seconds)                    DEFLEC99
 JK0858  ELLIP HEIGHT-        1994.39  (meters)          (12/03/02) GPS OBS
 JK0858  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 JK0858  DYNAMIC HT  -        2008.844 (meters)    6590.68  (feet)  COMP
 JK0858  MODELED GRAV-     979,451.5   (mgal)                       NAVD 88
 JK0858
 JK0858  HORZ ORDER  -  FIRST
 JK0858  VERT ORDER  -  FIRST     CLASS II
 JK0858  ELLP ORDER  -  FOURTH    CLASS II
 JK0858
 JK0858.The horizontal coordinates were established by GPS observations
 JK0858.and adjusted by the National Geodetic Survey in October 1997..
 JK0858
 JK0858.The orthometric height was determined by differential leveling
 JK0858.and adjusted by the National Geodetic Survey in June 1991..
 JK0858
 JK0858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK0858
 JK0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0858
 JK0858.The ellipsoidal height was determined by GPS observations
 JK0858.and is referenced to NAD 83.
 JK0858
 JK0858.The geoid height was determined by GEOID03.
 JK0858
 JK0858.The dynamic height is computed by dividing the NAVD 88
 JK0858.geopotential number by the normal gravity value computed on the
 JK0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0858.degrees latitude (g = 980.6199 gals.).
 JK0858
 JK0858.The modeled gravity was interpolated from observed gravity values.
 JK0858
 JK0858;                    North         East     Units Scale Factor Converg.
 JK0858;SPC CO C     -   432,638.884   973,976.376   MT  0.99993802   +0 26 01.2
 JK0858;SPC CO C     - 1,419,416.07  3,195,454.16   sFT  0.99993802   +0 26 01.2
 JK0858;UTM  13      - 4,314,898.583   516,248.703   MT  0.99960325   +0 07 04.9
 JK0858
 JK0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0858!SPC CO C     -   0.99968718  x   0.99993802  =   0.99962522
 JK0858!UTM  13      -   0.99968718  x   0.99960325  =   0.99929056
 JK0858
 JK0858                          SUPERSEDED SURVEY CONTROL
 JK0858
 JK0858  ELLIP H (10/31/97) 1994.39   (m)                       GP(       ) 4 1
 JK0858  NAVD 88 (10/31/97) 2011.07   (m)         6598.0    (f) LEVELING    3  
 JK0858
 JK0858.Superseded values are not recommended for survey control.
 JK0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0858.See file dsdata.txt to determine how the superseded data were derived.
 JK0858
 JK0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED1624914899(NAD 83)
 JK0858_MARKER: I = METAL ROD
 JK0858_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK0858_SP_SET: STAINLESS STEEL ROD
 JK0858_STAMPING: L 395
 JK0858_MARK LOGO: NGS   
 JK0858_PROJECTION: FLUSH
 JK0858_MAGNETIC: I = MARKER IS A STEEL ROD
 JK0858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0858+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1997
 JK0858_ROD/PIPE-DEPTH: 4.0  meters
 JK0858
 JK0858  HISTORY     - Date     Condition        Report By
 JK0858  HISTORY     - 1983     MONUMENTED       NGS
 JK0858  HISTORY     - 19960808 GOOD             USPSQD
 JK0858  HISTORY     - 19970121 GOOD             CODOT
 JK0858  HISTORY     - 20010829 GOOD             USPSQD
 JK0858
 JK0858                          STATION DESCRIPTION
 JK0858
 JK0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JK0858'17.9 KM (11.15 MI) NORT FROM COLORADO SPRINGS.
 JK0858'0.3 KM (0.2 MI) NORTHERLY ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0858'RAILROAD FROM THE STATION IN COLORADO SPRINGS, THENCE 17.6 KM
 JK0858'(10.95 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 25, 3.8 KM (2.35 MI)
 JK0858'NORTH OF STATE HIGHWAY 83, 0.5 KM (0.3 MI) SOUTH OF MILEPOST 153, 46.3
 JK0858'METERS (151.9 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF
 JK0858'THE HIGHWAY, AND 1.7 METERS (5.6 FT) SOUTH OF A FENCE CORNER.
 JK0858'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 JK0858'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 JK0858'THE MARK IS 1.0 M BELOW THE HIGHWAY.
 JK0858
 JK0858                          STATION RECOVERY (1996)
 JK0858
 JK0858'RECOVERY NOTE BY US POWER SQUADRON 1996
 JK0858'RECOVERED IN GOOD CONDITION.
 JK0858
 JK0858                          STATION RECOVERY (1997)
 JK0858
 JK0858'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 JK0858'THE STATION IS LOCATED ABOUT 11 MI (17.7 KM) NORTH OF COLORADO
 JK0858'SPRINGS, 5 MI (8.0 KM) SOUTH-SOUTHEAST OF MONUMENT AND 2.2 MI (3.5 KM)
 JK0858'NORTH OF THE SOUTHERN ENTRANCE TO THE AIR FORCE ACADEMY, IN THE
 JK0858'NORTHEAST 1/4 OF SECTION 30, T 12 S, R 66 W, AT INTERSTATE 25 MILEPOST
 JK0858'152.7.  OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION RIGHT-OF-WAY  TO
 JK0858'REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 25 AND THE
 JK0858'NORTHERN AIR FORCE ACADEMY ENTRANCE-NORTH GATE ROAD OVERPASS, GO SOUTH
 JK0858'ON INTERSTATE 25 FOR 3.05 MI (4.91 KM) TO THE STATION ON THE RIGHT.
 JK0858'NOTE--THIS IS THE ONLY WAY TO APPROACH THE STATION SINCE THE
 JK0858'INTERSTATE IS DIVIDED THROUGH THIS AREA, THE RIGHT-OF-WAY HERE IS VERY
 JK0858'WIDE  THE MARK IS A PUNCH MARK, TOP CENTER ON A STAINLESS STEEL ROD
 JK0858'DRIVEN TO REFUSAL, ENCLOSED BY A 5-INCH PVC PIPE WITH LOGO LID,
 JK0858'SURROUNDED BY A CONCRETE COLLAR, FLUSH WITH THE GROUND.  IT IS 39.1 M
 JK0858'(128.3 FT) WEST FROM THE WESTERN EDGE OF OIL OF THE SOUTH BOUND LANES,
 JK0858'16.3 M (53.5 FT) NORTHWEST FROM THE CENTER OF AN OLD ASPHALT ROAD
 JK0858'GOING TO THE AIR FORCE ACADEMY AIRPORT, 1.75 M (5.74 FT) SOUTHEAST
 JK0858'FROM A FENCE CORNER, 0.3 M (1.0 FT) EAST FROM A FENCE AND WITNESS POST
 JK0858'AND ABOUT 2 M (6.6 FT) BELOW THE INTERSTATE.
 JK0858
 JK0858                          STATION RECOVERY (2001)
 JK0858
 JK0858'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 JK0858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0853 ***********************************************************************
 JK0853  DESIGNATION -  L 396
 JK0853  PID         -  JK0853
 JK0853  STATE/COUNTY-  CO/EL PASO
 JK0853  USGS QUAD   -  PIKEVIEW (1994)
 JK0853
 JK0853                         *CURRENT SURVEY CONTROL
 JK0853  ___________________________________________________________________
 JK0853* NAD 83(1986)-  38 55 17.     (N)    104 48 50.     (W)     SCALED    
 JK0853* NAVD 88     -      1916.710  (meters)    6288.41   (feet)  ADJUSTED  
 JK0853  ___________________________________________________________________
 JK0853  GEOID HEIGHT-         -16.78  (meters)                     GEOID03
 JK0853  DYNAMIC HT  -        1914.597 (meters)    6281.47  (feet)  COMP
 JK0853  MODELED GRAV-     979,457.6   (mgal)                       NAVD 88
 JK0853
 JK0853  VERT ORDER  -  FIRST     CLASS II
 JK0853
 JK0853.The horizontal coordinates were scaled from a topographic map and have
 JK0853.an estimated accuracy of +/- 6 seconds.
 JK0853
 JK0853.The orthometric height was determined by differential leveling
 JK0853.and adjusted by the National Geodetic Survey in June 1991..
 JK0853
 JK0853.The geoid height was determined by GEOID03.
 JK0853
 JK0853.The dynamic height is computed by dividing the NAVD 88
 JK0853.geopotential number by the normal gravity value computed on the
 JK0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0853.degrees latitude (g = 980.6199 gals.).
 JK0853
 JK0853.The modeled gravity was interpolated from observed gravity values.
 JK0853
 JK0853;                    North         East    Units  Estimated Accuracy
 JK0853;SPC CO C     -   425,810.      973,900.      MT  (+/- 180 meters Scaled)
 JK0853
 JK0853                          SUPERSEDED SURVEY CONTROL
 JK0853
 JK0853.No superseded survey control is available for this station.
 JK0853
 JK0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED161080(NAD 83)
 JK0853_MARKER: F = FLANGE-ENCASED ROD
 JK0853_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK0853_SP_SET: STAINLESS STEEL ROD
 JK0853_STAMPING: L 396 1983
 JK0853_MARK LOGO: NGS   
 JK0853_PROJECTION: FLUSH
 JK0853_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK0853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0853+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2002
 JK0853_ROD/PIPE-DEPTH: 7.90 meters
 JK0853
 JK0853  HISTORY     - Date     Condition        Report By
 JK0853  HISTORY     - 1983     MONUMENTED       NGS
 JK0853  HISTORY     - 19960808 GOOD             USPSQD
 JK0853  HISTORY     - 20010829 POOR             USPSQD
 JK0853  HISTORY     - 2002     GOOD             ZYLSTR
 JK0853  HISTORY     - 20020510 GOOD             JCLS
 JK0853  HISTORY     - 20020512 GOOD             JCLS
 JK0853
 JK0853                          STATION DESCRIPTION
 JK0853
 JK0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JK0853'10.3 KM (6.4 MI) NORTH FROM COLORADO SPRINGS.
 JK0853'0.3 KM (0.2 MI) NORTHERLY ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0853'RAILROAD FROM THE STATION IN COLORADO SPRINGS, THENCE 10.0 KM (6.2 MI)
 JK0853'NORTHERLY ALONG INTERSTATE HIGHWAY 25, 42.1 METERS (138.1 FT) NORTH OF
 JK0853'A UTILITY POLE WITH STREET LAMP, 26.2 METERS (86.0 FT) SOUTH OF A
 JK0853'UTILITY POLE WITH STREET LAMP, 20.0 METERS (65.6 FT) SOUTH OF MILEPOST
 JK0853'148, AND 13.9 METERS (45.6 FT) EAST OF THE CENTERLINE OF THE NORTH
 JK0853'BOUND LANES OF THE HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH
 JK0853'A 5-INCH LOGO CAP.
 JK0853'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 JK0853'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 JK0853
 JK0853                          STATION RECOVERY (1996)
 JK0853
 JK0853'RECOVERY NOTE BY US POWER SQUADRON 1996
 JK0853'RECOVERED IN GOOD CONDITION.
 JK0853
 JK0853                          STATION RECOVERY (2001)
 JK0853
 JK0853'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 JK0853'MARK RECOVERED IN POOR CONDITION.
 JK0853
 JK0853                          STATION RECOVERY (2002)
 JK0853
 JK0853'RECOVERY NOTE BY ZYLSTRA-BAKER SURVEYING INCORPORATED 2002 (LDV)
 JK0853'RECOVERED AS DESCRIBED.
 JK0853'
 JK0853
 JK0853                          STATION RECOVERY (2002)
 JK0853
 JK0853'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 JK0853'RECOVERED IN GOOD CONDITION.
 JK0853
 JK0853                          STATION RECOVERY (2002)
 JK0853
 JK0853'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 JK0853'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0433 ***********************************************************************
 HM0433  DESIGNATION -  L 397
 HM0433  PID         -  HM0433
 HM0433  STATE/COUNTY-  CO/MONTEZUMA
 HM0433  USGS QUAD   -  MUD CREEK (1979)
 HM0433
 HM0433                         *CURRENT SURVEY CONTROL
 HM0433  ___________________________________________________________________
 HM0433* NAD 83(1986)-  37 19 28.     (N)    108 42 42.     (W)     SCALED    
 HM0433* NAVD 88     -      1736.165  (meters)    5696.07   (feet)  ADJUSTED  
 HM0433  ___________________________________________________________________
 HM0433  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 HM0433  DYNAMIC HT  -        1734.093 (meters)    5689.27  (feet)  COMP
 HM0433  MODELED GRAV-     979,375.7   (mgal)                       NAVD 88
 HM0433
 HM0433  VERT ORDER  -  FIRST     CLASS II
 HM0433
 HM0433.The horizontal coordinates were scaled from a topographic map and have
 HM0433.an estimated accuracy of +/- 6 seconds.
 HM0433
 HM0433.The orthometric height was determined by differential leveling
 HM0433.and adjusted by the National Geodetic Survey in June 1991..
 HM0433
 HM0433.The geoid height was determined by GEOID03.
 HM0433
 HM0433.The dynamic height is computed by dividing the NAVD 88
 HM0433.geopotential number by the normal gravity value computed on the
 HM0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0433.degrees latitude (g = 980.6199 gals.).
 HM0433
 HM0433.The modeled gravity was interpolated from observed gravity values.
 HM0433
 HM0433;                    North         East    Units  Estimated Accuracy
 HM0433;SPC CO S     -   382,700.      629,810.      MT  (+/- 180 meters Scaled)
 HM0433
 HM0433                          SUPERSEDED SURVEY CONTROL
 HM0433
 HM0433.No superseded survey control is available for this station.
 HM0433
 HM0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG027333(NAD 83)
 HM0433_MARKER: DB = BENCH MARK DISK
 HM0433_SETTING: 66 = SET IN ROCK OUTCROP
 HM0433_SP_SET: ROCK OUTCROP
 HM0433_STAMPING: L 397 1984
 HM0433_MARK LOGO: NGS   
 HM0433_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0433+STABILITY: POSITION/ELEVATION WELL
 HM0433
 HM0433  HISTORY     - Date     Condition        Report By
 HM0433  HISTORY     - 1984     MONUMENTED       NGS
 HM0433
 HM0433                          STATION DESCRIPTION
 HM0433
 HM0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0433'13.7 KM (8.5 MI) WEST FROM CORTEZ.
 HM0433'4.1 KM (2.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 160 FROM ITS WEST
 HM0433'JUNCTION WITH U.S. HIGHWAY 666 IN CORTEZ, THENCE 9.6 KM (5.95 MI)
 HM0433'WESTERLY ALONG A PAVED ROAD, SET VERTICALLY IN THE NORTHEAST FACE AND
 HM0433'NEAR THE SOUTHEAST END OF A ROCK LEDGE, 102.0 METERS (334.6 FT)
 HM0433'SOUTHEAST OF THE CENTER OF A DRIVEWAY, 51.2 METERS (168.0 FT) EAST OF
 HM0433'A UTILITY POLE WITH A GUY WIRE, 33.0 METERS (108.3 FT) SOUTHEAST OF
 HM0433'THE SOUTHWEST END OF A 16-INCH METAL CULVERT, 17.3 METERS (56.8 FT)
 HM0433'SOUTHWEST OF THE CENTER OF THE ROAD, AND 6.0 METERS (19.7 FT)
 HM0433'NORTHWEST OF THE SOUTHEAST END OF THE ROCK LEDGE.
 HM0433'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 HM0433'THE MARK IS 2.0 M ABOVE THE ROADL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0408 ***********************************************************************
 HM0408  DESIGNATION -  L 398
 HM0408  PID         -  HM0408
 HM0408  STATE/COUNTY-  CO/MONTEZUMA
 HM0408  USGS QUAD   -  MANCOS (1973)
 HM0408
 HM0408                         *CURRENT SURVEY CONTROL
 HM0408  ___________________________________________________________________
 HM0408* NAD 83(1986)-  37 20 50.     (N)    108 17 56.     (W)     SCALED    
 HM0408* NAVD 88     -      2128.513  (meters)    6983.30   (feet)  ADJUSTED  
 HM0408  ___________________________________________________________________
 HM0408  GEOID HEIGHT-         -18.81  (meters)                     GEOID03
 HM0408  DYNAMIC HT  -        2125.776 (meters)    6974.32  (feet)  COMP
 HM0408  MODELED GRAV-     979,268.6   (mgal)                       NAVD 88
 HM0408
 HM0408  VERT ORDER  -  FIRST     CLASS II
 HM0408
 HM0408.The horizontal coordinates were scaled from a topographic map and have
 HM0408.an estimated accuracy of +/- 6 seconds.
 HM0408
 HM0408.The orthometric height was determined by differential leveling
 HM0408.and adjusted by the National Geodetic Survey in June 1991..
 HM0408
 HM0408.The geoid height was determined by GEOID03.
 HM0408
 HM0408.The dynamic height is computed by dividing the NAVD 88
 HM0408.geopotential number by the normal gravity value computed on the
 HM0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0408.degrees latitude (g = 980.6199 gals.).
 HM0408
 HM0408.The modeled gravity was interpolated from observed gravity values.
 HM0408
 HM0408;                    North         East    Units  Estimated Accuracy
 HM0408;SPC CO S     -   384,050.      666,450.      MT  (+/- 180 meters Scaled)
 HM0408
 HM0408                          SUPERSEDED SURVEY CONTROL
 HM0408
 HM0408.No superseded survey control is available for this station.
 HM0408
 HM0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG392368(NAD 83)
 HM0408_MARKER: I = METAL ROD
 HM0408_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HM0408+WITH SETTING: INFORMATION.
 HM0408_SP_SET: SHALLOW SET METAL ROD
 HM0408_STAMPING: L 398 1984
 HM0408_MARK LOGO: NGS   
 HM0408_PROJECTION: FLUSH
 HM0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0408_ROD/PIPE-DEPTH: 2.4  meters
 HM0408
 HM0408  HISTORY     - Date     Condition        Report By
 HM0408  HISTORY     - 1984     MONUMENTED       NGS
 HM0408
 HM0408                          STATION DESCRIPTION
 HM0408
 HM0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0408'28.5 KM (17.7 MI) EAST FROM CORTEZ.
 HM0408'28.5 KM (17.7 MI) EASTERLY ALONG U.S. HIGHWAY 160 FROM ITS WEST
 HM0408'JUNCTION WITH U.S. HIGHWAY 666 IN CORTEZ, 0.9 KM (0.55 MI) WEST OF THE
 HM0408'INTERSECTION OF STATE HIGHWAY 184, AT A POWER LINE CROSSING,
 HM0408'22.5 METERS (73.8 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 HM0408'12.5 METERS (41.0 FT) WEST OF THE CENTER OF A DRIVEWAY, 8.7 METERS
 HM0408'(28.5 FT) SOUTH OF A FENCE, AND 1.1 METERS (3.6 FT) WEST OF THE WEST 1
 HM0408'OF 2 UTILITY POLES.  NOTE=REFUSAL WAS REACHED AT 8.0 FEET.  ACCESS TO
 HM0408'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 HM0408'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 HM0408'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0403 ***********************************************************************
 HK0403  DESIGNATION -  L 399
 HK0403  PID         -  HK0403
 HK0403  STATE/COUNTY-  CO/CONEJOS
 HK0403  USGS QUAD   -  LA JARA (1982)
 HK0403
 HK0403                         *CURRENT SURVEY CONTROL
 HK0403  ___________________________________________________________________
 HK0403* NAD 83(1986)-  37 19 22.     (N)    105 56 49.     (W)     SCALED    
 HK0403* NAVD 88     -      2310.868  (meters)    7581.57   (feet)  ADJUSTED  
 HK0403  ___________________________________________________________________
 HK0403  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 HK0403  DYNAMIC HT  -        2307.811 (meters)    7571.54  (feet)  COMP
 HK0403  MODELED GRAV-     979,224.7   (mgal)                       NAVD 88
 HK0403
 HK0403  VERT ORDER  -  FIRST     CLASS II
 HK0403
 HK0403.The horizontal coordinates were scaled from a topographic map and have
 HK0403.an estimated accuracy of +/- 6 seconds.
 HK0403
 HK0403.The orthometric height was determined by differential leveling
 HK0403.and adjusted by the National Geodetic Survey in June 1991..
 HK0403
 HK0403.The geoid height was determined by GEOID03.
 HK0403
 HK0403.The dynamic height is computed by dividing the NAVD 88
 HK0403.geopotential number by the normal gravity value computed on the
 HK0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0403.degrees latitude (g = 980.6199 gals.).
 HK0403
 HK0403.The modeled gravity was interpolated from observed gravity values.
 HK0403
 HK0403;                    North         East    Units  Estimated Accuracy
 HK0403;SPC CO S     -   377,710.      874,790.      MT  (+/- 180 meters Scaled)
 HK0403
 HK0403                          SUPERSEDED SURVEY CONTROL
 HK0403
 HK0403.No superseded survey control is available for this station.
 HK0403
 HK0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB161311(NAD 83)
 HK0403_MARKER: I = METAL ROD
 HK0403_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HK0403_SP_SET: STAINLESS STEEL ROD
 HK0403_STAMPING: L 399 1984
 HK0403_MARK LOGO: NGS   
 HK0403_PROJECTION: FLUSH
 HK0403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0403_ROD/PIPE-DEPTH: 18.3 meters
 HK0403
 HK0403  HISTORY     - Date     Condition        Report By
 HK0403  HISTORY     - 1984     MONUMENTED       NGS
 HK0403
 HK0403                          STATION DESCRIPTION
 HK0403
 HK0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HK0403'17.5 KM (10.9 MI) SOUTH FROM ALAMOSA.
 HK0403'17.5 KM (10.9 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 HK0403'WITH U.S. HIGHWAY 160 IN ALAMOSA, 0.5 KM (0.3 MI) SOUTHWEST OF THE
 HK0403'INTERSECTION OF A GRAVELED ROAD LEADING WEST, 0.4 KM (0.25 MI) NORTH
 HK0403'OF HIGHWAY MIILEPOST 23, 0.3 KM (0.2 MI) NORTH OF RAILROAD MILEPOST
 HK0403'263, 15.1 M (49.5 FT) NORTHWEST OF THE NEAR RAIL OF THE DENVER AND RIO
 HK0403'GRANDE WESTERN RAILROAD, 11.5 M (37.7 FT) SOUTHEAST OF THE CENTERLINE
 HK0403'OF THE HIGHWAY, AND 1.3 M (4.3 FT) NORTHEAST OF A UTILITY POLE.
 HK0403'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 HK0403'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 HK0403'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0091 ***********************************************************************
 JK0091  DESIGNATION -  L 4
 JK0091  PID         -  JK0091
 JK0091  STATE/COUNTY-  CO/PUEBLO
 JK0091  USGS QUAD   -  SWALLOWS (1994)
 JK0091
 JK0091                         *CURRENT SURVEY CONTROL
 JK0091  ___________________________________________________________________
 JK0091* NAD 83(1986)-  38 15 36.     (N)    104 45 41.     (W)     SCALED    
 JK0091* NAVD 88     -      1462.697  (meters)    4798.87   (feet)  ADJUSTED  
 JK0091  ___________________________________________________________________
 JK0091  GEOID HEIGHT-         -18.56  (meters)                     GEOID03
 JK0091  DYNAMIC HT  -        1461.159 (meters)    4793.82  (feet)  COMP
 JK0091  MODELED GRAV-     979,526.3   (mgal)                       NAVD 88
 JK0091
 JK0091  VERT ORDER  -  FIRST     CLASS II
 JK0091
 JK0091.The horizontal coordinates were scaled from a topographic map and have
 JK0091.an estimated accuracy of +/- 6 seconds.
 JK0091
 JK0091.The orthometric height was determined by differential leveling
 JK0091.and adjusted by the National Geodetic Survey in June 1991..
 JK0091
 JK0091.The geoid height was determined by GEOID03.
 JK0091
 JK0091.The dynamic height is computed by dividing the NAVD 88
 JK0091.geopotential number by the normal gravity value computed on the
 JK0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0091.degrees latitude (g = 980.6199 gals.).
 JK0091
 JK0091.The modeled gravity was interpolated from observed gravity values.
 JK0091
 JK0091;                    North         East    Units  Estimated Accuracy
 JK0091;SPC CO S     -   481,890.      979,040.      MT  (+/- 180 meters Scaled)
 JK0091
 JK0091                          SUPERSEDED SURVEY CONTROL
 JK0091
 JK0091  NGVD 29 (??/??/92) 1461.808  (m)         4795.95   (f) ADJ UNCH    1 2
 JK0091
 JK0091.Superseded values are not recommended for survey control.
 JK0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0091.See file dsdata.txt to determine how the superseded data were derived.
 JK0091
 JK0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC208346(NAD 83)
 JK0091_MARKER: DB = BENCH MARK DISK
 JK0091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JK0091_SP_SET: BRIDGE
 JK0091_STAMPING: L 4 1925 ELEV 4796.040 FT
 JK0091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0091
 JK0091  HISTORY     - Date     Condition        Report By
 JK0091  HISTORY     - 1925     MONUMENTED       CGS
 JK0091  HISTORY     - 1953     GOOD             NGS
 JK0091
 JK0091                          STATION DESCRIPTION
 JK0091
 JK0091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0091'8.9 MI W FROM PUEBLO.
 JK0091'8.9 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0091'FROM THE STATION AT PUEBLO, 0.15 MILE SOUTHWEST OF A PRIVATE
 JK0091'ROAD CROSSING, 42 FEET SOUTHWEST OF MILEPOST 128, 8 FEET NORTHWEST
 JK0091'OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK, AT STEEL BRIDGE
 JK0091'128.01, 3.8 FEET NORHTEAST OF THE NORTHWEST END OF THE NORTHEAST
 JK0091'CONCRETE ABUTMENT OF THE BRIDGE, SET IN THE TOP OF THE SOUTHWEST
 JK0091'END OF A CONCRETE RETAINING WALL, 4.6 FEET NORTHEAST OF THE
 JK0091'NORTHEAST END OF THE NORTHWEST STEEL GIRDER OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4825 ***********************************************************************
 AB4825  DESIGNATION -  L 4 Z
 AB4825  PID         -  AB4825
 AB4825  STATE/COUNTY-  CO/LOGAN
 AB4825  USGS QUAD   -  CHIMNEY CANYONS (1978)
 AB4825
 AB4825                         *CURRENT SURVEY CONTROL
 AB4825  ___________________________________________________________________
 AB4825* NAD 83(1992)-  40 59 34.18403(N)    103 28 37.18634(W)     ADJUSTED  
 AB4825* NAVD 88     -      1466.9    (meters)    4813.     (feet)  GPS OBS   
 AB4825  ___________________________________________________________________
 AB4825  X           -  -1,123,839.025 (meters)                     COMP
 AB4825  Y           -  -4,689,419.921 (meters)                     COMP
 AB4825  Z           -   4,162,771.872 (meters)                     COMP
 AB4825  LAPLACE CORR-          -2.74  (seconds)                    DEFLEC99
 AB4825  ELLIP HEIGHT-        1447.85  (meters)          (12/03/02) GPS OBS
 AB4825  GEOID HEIGHT-         -19.05  (meters)                     GEOID03
 AB4825
 AB4825  HORZ ORDER  -  FIRST
 AB4825  ELLP ORDER  -  FOURTH    CLASS II
 AB4825
 AB4825.The horizontal coordinates were established by GPS observations
 AB4825.and adjusted by the National Geodetic Survey in July 1996..
 AB4825
 AB4825.The orthometric height was determined by GPS observations and a
 AB4825.high-resolution geoid model.
 AB4825
 AB4825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4825
 AB4825.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4825
 AB4825.The ellipsoidal height was determined by GPS observations
 AB4825.and is referenced to NAD 83.
 AB4825
 AB4825.The geoid height was determined by GEOID03.
 AB4825
 AB4825;                    North         East     Units Scale Factor Converg.
 AB4825;SPC CO N     -   491,007.706 1,084,618.238   MT  1.00004072   +1 18 25.7
 AB4825;SPC CO N     - 1,610,914.45  3,558,451.67   sFT  1.00004072   +1 18 25.7
 AB4825;UTM  13      - 4,539,077.976   628,102.967   MT  0.99980198   +0 59 57.0
 AB4825
 AB4825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4825!SPC CO N     -   0.99977294  x   1.00004072  =   0.99981365
 AB4825!UTM  13      -   0.99977294  x   0.99980198  =   0.99957497
 AB4825
 AB4825                          SUPERSEDED SURVEY CONTROL
 AB4825
 AB4825  ELLIP H (10/08/96) 1447.89   (m)                       GP(       ) 1 1
 AB4825  ELLIP H (07/08/96) 1448.14   (m)                       GP(       ) 1 1
 AB4825
 AB4825.Superseded values are not recommended for survey control.
 AB4825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4825.See file dsdata.txt to determine how the superseded data were derived.
 AB4825
 AB4825_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF2810339078(NAD 83)
 AB4825_MARKER: DS = TRIANGULATION STATION DISK
 AB4825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4825_STAMPING: L 4 Z 1963
 AB4825_MARK LOGO: CGS   
 AB4825_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4825+STABILITY: SURFACE MOTION
 AB4825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4825+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4825
 AB4825  HISTORY     - Date     Condition        Report By
 AB4825  HISTORY     - 1963     MONUMENTED       CGS
 AB4825  HISTORY     - 1995     GOOD             CODOT
 AB4825
 AB4825                          STATION DESCRIPTION
 AB4825
 AB4825'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1995
 AB4825'STATION IS LOCATED ABOUT 19.5 MILES (31.4 KM) NORTHWEST OF PEETZ, IN
 AB4825'THE NW 1/4 OF SEC. 25, T. 12 N., R. 55 W.  OWNERSHIP-- MRS. HARRIET
 AB4825'CLEARMAN, LOCAL CONTACT, MR. DAVE ROSS (970) 334-2212.  TO REACH FROM
 AB4825'THE INTERSECTION OF SH 113 AND COUNTY ROAD 74 IN PEETZ, GO NORTHEAST
 AB4825'ON SH 113 FOR 2 MILES (3.2 KM) TO COUNTY ROAD 78, TO WEST ON COUNTY
 AB4825'ROAD 78 FOR 20 MILES (32.2 KM) TO THE STATION ON THE LEFT (SOUTH).
 AB4825'STATION MARK IS A BRASS DISK SET IN A CONCRETE POST, 124 FT (37.8 M)
 AB4825'SOUTH OF THE CENTER OF COUNTY ROAD 78, 42.8 FT (13.0 M) NORTHWEST OF
 AB4825'RM 2 (RM 1 DESTROYED), 2 FT (0.6 M) EAST OF METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0502 ***********************************************************************
 JJ0502  DESIGNATION -  L 40
 JJ0502  PID         -  JJ0502
 JJ0502  STATE/COUNTY-  CO/OTERO
 JJ0502  USGS QUAD   -  ROCKY FORD (1979)
 JJ0502
 JJ0502                         *CURRENT SURVEY CONTROL
 JJ0502  ___________________________________________________________________
 JJ0502* NAD 83(1986)-  38 01 50.     (N)    103 39 53.     (W)     SCALED    
 JJ0502* NAVD 88     -      1261.697  (meters)    4139.42   (feet)  ADJUSTED  
 JJ0502  ___________________________________________________________________
 JJ0502  GEOID HEIGHT-         -21.80  (meters)                     GEOID03
 JJ0502  DYNAMIC HT  -        1260.417 (meters)    4135.22  (feet)  COMP
 JJ0502  MODELED GRAV-     979,571.7   (mgal)                       NAVD 88
 JJ0502
 JJ0502  VERT ORDER  -  FIRST     CLASS II
 JJ0502
 JJ0502.The horizontal coordinates were scaled from a topographic map and have
 JJ0502.an estimated accuracy of +/- 6 seconds.
 JJ0502
 JJ0502.The orthometric height was determined by differential leveling
 JJ0502.and adjusted by the National Geodetic Survey in June 1991..
 JJ0502
 JJ0502.The geoid height was determined by GEOID03.
 JJ0502
 JJ0502.The dynamic height is computed by dividing the NAVD 88
 JJ0502.geopotential number by the normal gravity value computed on the
 JJ0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0502.degrees latitude (g = 980.6199 gals.).
 JJ0502
 JJ0502.The modeled gravity was interpolated from observed gravity values.
 JJ0502
 JJ0502;                    North         East    Units  Estimated Accuracy
 JJ0502;SPC CO S     -   457,750.    1,075,510.      MT  (+/- 180 meters Scaled)
 JJ0502
 JJ0502                          SUPERSEDED SURVEY CONTROL
 JJ0502
 JJ0502  NGVD 29 (??/??/92) 1261.014  (m)         4137.18   (f) ADJ UNCH    1 2
 JJ0502
 JJ0502.Superseded values are not recommended for survey control.
 JJ0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0502.See file dsdata.txt to determine how the superseded data were derived.
 JJ0502
 JJ0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC171100(NAD 83)
 JJ0502_MARKER: DB = BENCH MARK DISK
 JJ0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0502_STAMPING: L 40 1934
 JJ0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0502+STABILITY: SURFACE MOTION
 JJ0502
 JJ0502  HISTORY     - Date     Condition        Report By
 JJ0502  HISTORY     - 1934     MONUMENTED       CGS
 JJ0502  HISTORY     - 1954     MARK NOT FOUND   NGS
 JJ0502  HISTORY     - 1985     MARK NOT FOUND   NGS
 JJ0502
 JJ0502                          STATION DESCRIPTION
 JJ0502
 JJ0502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JJ0502'3.4 MI E FROM ROCKY FORD.
 JJ0502'3.4 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JJ0502'FROM THE STATION AT ROCKY FORD, 90 FEET EAST OF THE STATION AT
 JJ0502'NEWDALE, AT MILEAGE 562.15 23 FEET EAST OF THE CENTER OF A GRAVEL-
 JJ0502'ROAD CROSSING, AND 32 FEET SOUTH OF THE CENTERLINE OF THE TRACK.
 JJ0502'A STANDARD DISK, STAMPED L 40 1934 AND SET IN THE TOP OF A CONCRETE
 JJ0502'POST.  NOTE-  IT WAS REPORTED IN 1934 THAT THE POST WAS CRACKED.
 JJ0502
 JJ0502                          STATION RECOVERY (1985)
 JJ0502
 JJ0502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0902 ***********************************************************************
 JK0902  DESIGNATION -  L 400
 JK0902  PID         -  JK0902
 JK0902  STATE/COUNTY-  CO/SAGUACHE
 JK0902  USGS QUAD   -  VILLA GROVE (1979)
 JK0902
 JK0902                         *CURRENT SURVEY CONTROL
 JK0902  ___________________________________________________________________
 JK0902* NAD 83(1992)-  38 11 17.25918(N)    105 55 41.12466(W)     ADJUSTED  
 JK0902* NAVD 88     -      2380.679  (meters)    7810.61   (feet)  ADJUSTED  
 JK0902  ___________________________________________________________________
 JK0902  X           -  -1,378,027.789 (meters)                     COMP
 JK0902  Y           -  -4,828,618.038 (meters)                     COMP
 JK0902  Z           -   3,923,340.411 (meters)                     COMP
 JK0902  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 JK0902  ELLIP HEIGHT-        2365.52  (meters)          (12/03/02) GPS OBS
 JK0902  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 JK0902  DYNAMIC HT  -        2377.658 (meters)    7800.70  (feet)  COMP
 JK0902  MODELED GRAV-     979,274.9   (mgal)                       NAVD 88
 JK0902
 JK0902  HORZ ORDER  -  FIRST
 JK0902  VERT ORDER  -  FIRST     CLASS II
 JK0902  ELLP ORDER  -  FOURTH    CLASS II
 JK0902
 JK0902.The horizontal coordinates were established by GPS observations
 JK0902.and adjusted by the National Geodetic Survey in August 2000..
 JK0902
 JK0902.The orthometric height was determined by differential leveling
 JK0902.and adjusted by the National Geodetic Survey in June 1991..
 JK0902
 JK0902.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK0902
 JK0902.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0902
 JK0902.The ellipsoidal height was determined by GPS observations
 JK0902.and is referenced to NAD 83.
 JK0902
 JK0902.The geoid height was determined by GEOID03.
 JK0902
 JK0902.The dynamic height is computed by dividing the NAVD 88
 JK0902.geopotential number by the normal gravity value computed on the
 JK0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0902.degrees latitude (g = 980.6199 gals.).
 JK0902
 JK0902.The modeled gravity was interpolated from observed gravity values.
 JK0902
 JK0902;                    North         East     Units Scale Factor Converg.
 JK0902;SPC CO S     -   473,746.849   876,899.337   MT  0.99996443   -0 15 45.3
 JK0902;SPC CO S     - 1,554,284.45  2,876,960.57   sFT  0.99996443   -0 15 45.3
 JK0902;UTM  13      - 4,227,095.486   418,723.916   MT  0.99968135   -0 34 25.7
 JK0902
 JK0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0902!SPC CO S     -   0.99962896  x   0.99996443  =   0.99959341
 JK0902!UTM  13      -   0.99962896  x   0.99968135  =   0.99931043
 JK0902
 JK0902                          SUPERSEDED SURVEY CONTROL
 JK0902
 JK0902  ELLIP H (08/03/00) 2365.50   (m)                       GP(       ) 4 2
 JK0902  NAVD 88 (08/03/00) 2380.68   (m)         7810.6    (f) LEVELING    3  
 JK0902
 JK0902.Superseded values are not recommended for survey control.
 JK0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0902.See file dsdata.txt to determine how the superseded data were derived.
 JK0902
 JK0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC1872427095(NAD 83)
 JK0902_MARKER: I = METAL ROD
 JK0902_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK0902_SP_SET: STAINLESS STEEL ROD
 JK0902_STAMPING: L 400 1984
 JK0902_MARK LOGO: NGS   
 JK0902_PROJECTION: FLUSH
 JK0902_MAGNETIC: I = MARKER IS A STEEL ROD
 JK0902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0902+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1999
 JK0902_ROD/PIPE-DEPTH: 4.3  meters
 JK0902
 JK0902  HISTORY     - Date     Condition        Report By
 JK0902  HISTORY     - 1984     MONUMENTED       NGS
 JK0902  HISTORY     - 19990406 GOOD             MSAM
 JK0902
 JK0902                          STATION DESCRIPTION
 JK0902
 JK0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0902'7.0 KM (4.35 MI) SOUTH FROM VILLA GROVE.
 JK0902'0.2 KM (0.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE
 JK0902'IN VILLA GROVE, THENCE 6.8 KM (4.2 MI) SOUTHEASTERLY ALONG COUNTY ROAD
 JK0902'58 EE, 19.6 M (64.3 FT) EAST OF THE CENTER OF THE ROAD, 15.4 M (50.5
 JK0902'FT) SOUTH OF THE CENTER OF COUNTY ROAD GG, AND 7.4 M (24.3 FT) EAST OF
 JK0902'A FENCE CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 JK0902'LOGO CAP.
 JK0902'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 JK0902'THE MARK IS 0.3 M BELOW THE ROAD.
 JK0902
 JK0902                          STATION RECOVERY (1999)
 JK0902
 JK0902'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 JK0902'RECOVERED AS DESCRIBED. ADD TO DESCRIPTION, STATION IS AT MILEPOST
 JK0902'100.45 AND IS IN SECTION 1, TOWNSHIP 45 NORTH, RANGE 9 EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1461 ***********************************************************************
 KK1461  DESIGNATION -  L 401
 KK1461  PID         -  KK1461
 KK1461  STATE/COUNTY-  CO/DOUGLAS
 KK1461  USGS QUAD   -  LITTLETON (1994)
 KK1461
 KK1461                         *CURRENT SURVEY CONTROL
 KK1461  ___________________________________________________________________
 KK1461* NAD 83(1986)-  39 30 26.     (N)    105 03 15.     (W)     SCALED    
 KK1461* NAVD 88     -      1701.923  (meters)    5583.73   (feet)  ADJUSTED  
 KK1461  ___________________________________________________________________
 KK1461  GEOID HEIGHT-         -16.26  (meters)                     GEOID03
 KK1461  DYNAMIC HT  -        1700.215 (meters)    5578.12  (feet)  COMP
 KK1461  MODELED GRAV-     979,563.2   (mgal)                       NAVD 88
 KK1461
 KK1461  VERT ORDER  -  FIRST     CLASS II
 KK1461
 KK1461.The horizontal coordinates were scaled from a topographic map and have
 KK1461.an estimated accuracy of +/- 6 seconds.
 KK1461
 KK1461.The orthometric height was determined by differential leveling
 KK1461.and adjusted by the National Geodetic Survey in June 1991..
 KK1461
 KK1461.The geoid height was determined by GEOID03.
 KK1461
 KK1461.The dynamic height is computed by dividing the NAVD 88
 KK1461.geopotential number by the normal gravity value computed on the
 KK1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1461.degrees latitude (g = 980.6199 gals.).
 KK1461
 KK1461.The modeled gravity was interpolated from observed gravity values.
 KK1461
 KK1461;                    North         East    Units  Estimated Accuracy
 KK1461;SPC CO C     -   490,710.      952,740.      MT  (+/- 180 meters Scaled)
 KK1461
 KK1461                          SUPERSEDED SURVEY CONTROL
 KK1461
 KK1461  NGVD 29 (??/??/??) 1700.984  (m)         5580.65   (f) ADJUSTED    1 2
 KK1461
 KK1461.Superseded values are not recommended for survey control.
 KK1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1461.See file dsdata.txt to determine how the superseded data were derived.
 KK1461
 KK1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD953730(NAD 83)
 KK1461_MARKER: I = METAL ROD
 KK1461_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1461_SP_SET: STAINLESS STEEL ROD
 KK1461_STAMPING: L 401 1984
 KK1461_MARK LOGO: NGS   
 KK1461_PROJECTION: FLUSH
 KK1461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1461_ROD/PIPE-DEPTH: 6.4  meters
 KK1461
 KK1461  HISTORY     - Date     Condition        Report By
 KK1461  HISTORY     - 1984     MONUMENTED       NGS
 KK1461  HISTORY     - 20000913 GOOD             MSAM
 KK1461
 KK1461                          STATION DESCRIPTION
 KK1461
 KK1461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1461'3.4 KM (2.1 MI) WEST FROM ACEQUIA.
 KK1461'3.4 KM (2.1 MI) WESTERLY ALONG TITAN ROAD FROM ITS JUNCTION WITH U.S.
 KK1461'HIGHWAY 85 IN ACEQUIA, 21.8 METERS (71.5 FT) EAST OF THE CENTERLINE OF
 KK1461'ROXBOROUGH PARK ROAD, 13.8 METERS (45.3 FT) EAST OF A FENCE CORNER,
 KK1461'10.3 METERS (33.8 FT) SOUTH OF THE CENTERLINE OF TITAN ROAD, AND
 KK1461'0.8 METER (2.6 FT) EAST OF A UTILITY POLE WITH 3 GUY WIRES.
 KK1461'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1461'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 KK1461'THE MARK IS 0.3 M BELOW THE ROAD.
 KK1461
 KK1461                          STATION RECOVERY (2000)
 KK1461
 KK1461'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2000 (RB)
 KK1461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1055 ***********************************************************************
 LL1055  DESIGNATION -  L 402
 LL1055  PID         -  LL1055
 LL1055  STATE/COUNTY-  CO/LARIMER
 LL1055  USGS QUAD   -  BERTHOUD (1984)
 LL1055
 LL1055                         *CURRENT SURVEY CONTROL
 LL1055  ___________________________________________________________________
 LL1055* NAD 83(1986)-  40 20 58.     (N)    105 04 29.     (W)     SCALED    
 LL1055* NAVD 88     -      1558.308  (meters)    5112.55   (feet)  ADJUSTED  
 LL1055  ___________________________________________________________________
 LL1055  GEOID HEIGHT-         -16.57  (meters)                     GEOID03
 LL1055  DYNAMIC HT  -        1556.942 (meters)    5108.07  (feet)  COMP
 LL1055  MODELED GRAV-     979,694.2   (mgal)                       NAVD 88
 LL1055
 LL1055  VERT ORDER  -  FIRST     CLASS II
 LL1055
 LL1055.The horizontal coordinates were scaled from a topographic map and have
 LL1055.an estimated accuracy of +/- 6 seconds.
 LL1055
 LL1055.The orthometric height was determined by differential leveling
 LL1055.and adjusted by the National Geodetic Survey in June 1991..
 LL1055
 LL1055.The geoid height was determined by GEOID03.
 LL1055
 LL1055.The dynamic height is computed by dividing the NAVD 88
 LL1055.geopotential number by the normal gravity value computed on the
 LL1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1055.degrees latitude (g = 980.6199 gals.).
 LL1055
 LL1055.The modeled gravity was interpolated from observed gravity values.
 LL1055
 LL1055;                    North         East    Units  Estimated Accuracy
 LL1055;SPC CO N     -   417,710.      950,530.      MT  (+/- 180 meters Scaled)
 LL1055
 LL1055                          SUPERSEDED SURVEY CONTROL
 LL1055
 LL1055  NGVD 29 (??/??/??) 1557.428  (m)         5109.66   (f) ADJUSTED    1 2
 LL1055
 LL1055.Superseded values are not recommended for survey control.
 LL1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1055.See file dsdata.txt to determine how the superseded data were derived.
 LL1055
 LL1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE936665(NAD 83)
 LL1055_MARKER: I = METAL ROD
 LL1055_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1055_SP_SET: STAINLESS STEEL ROD
 LL1055_STAMPING: L 402 1984
 LL1055_MARK LOGO: NGS   
 LL1055_PROJECTION: FLUSH
 LL1055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1055+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2005
 LL1055_ROD/PIPE-DEPTH: 6.1  meters
 LL1055
 LL1055  HISTORY     - Date     Condition        Report By
 LL1055  HISTORY     - 1984     MONUMENTED       NGS
 LL1055  HISTORY     - 20050811 GOOD             USPSQD
 LL1055
 LL1055                          STATION DESCRIPTION
 LL1055
 LL1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1055'6.5 KM (4.05 MI) SOUTH FROM LOVELAND.
 LL1055'6.5 KM (4.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 LL1055'WITH U.S. HIGHWAY 34 IN LOVELAND, IN THE NORTHWEST ANGLE OF THE
 LL1055'INTERSECTION OF 42ND STREET, U.S. HIGHWAY 287, AND STATE HIGHWAY 60,
 LL1055'29.2 METERS (95.8 FT) NORTH OF THE CENTERLINE OF 42ND STREET,
 LL1055'24.7 METERS (81.0 FT) WEST OF THE CENTERLINE OF THE U.S.  HIGHWAY, AND
 LL1055'1.0 METER (3.3 FT) SOUTH OF A UTILITY POLE.  NOTE--ACCESS TO THE DATUM
 LL1055'POINT IS THROUGH A 5-INCH LOGO CAP.
 LL1055'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 LL1055'THE MARK IS 0.3 M BELOW THE U.S. HIGHWAY.
 LL1055
 LL1055                          STATION RECOVERY (2005)
 LL1055
 LL1055'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 LL1055'FOUND AS DESCRIBED. ORANGE WITNESS POST IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0332 ***********************************************************************
 HL0332  DESIGNATION -  L 403
 HL0332  PID         -  HL0332
 HL0332  STATE/COUNTY-  CO/LA PLATA
 HL0332  USGS QUAD   -  DURANGO WEST (1963)
 HL0332
 HL0332                         *CURRENT SURVEY CONTROL
 HL0332  ___________________________________________________________________
 HL0332* NAD 83(1986)-  37 16 01.     (N)    107 55 03.     (W)     SCALED    
 HL0332* NAVD 88     -      2031.502  (meters)    6665.02   (feet)  ADJUSTED  
 HL0332  ___________________________________________________________________
 HL0332  GEOID HEIGHT-         -18.83  (meters)                     GEOID03
 HL0332  DYNAMIC HT  -        2028.843 (meters)    6656.30  (feet)  COMP
 HL0332  MODELED GRAV-     979,250.7   (mgal)                       NAVD 88
 HL0332
 HL0332  VERT ORDER  -  FIRST     CLASS II
 HL0332
 HL0332.The horizontal coordinates were scaled from a topographic map and have
 HL0332.an estimated accuracy of +/- 6 seconds.
 HL0332
 HL0332.The orthometric height was determined by differential leveling
 HL0332.and adjusted by the National Geodetic Survey in June 1991..
 HL0332
 HL0332.The geoid height was determined by GEOID03.
 HL0332
 HL0332.The dynamic height is computed by dividing the NAVD 88
 HL0332.geopotential number by the normal gravity value computed on the
 HL0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0332.degrees latitude (g = 980.6199 gals.).
 HL0332
 HL0332.The modeled gravity was interpolated from observed gravity values.
 HL0332
 HL0332;                    North         East    Units  Estimated Accuracy
 HL0332;SPC CO S     -   374,200.      700,000.      MT  (+/- 180 meters Scaled)
 HL0332
 HL0332                          SUPERSEDED SURVEY CONTROL
 HL0332
 HL0332.No superseded survey control is available for this station.
 HL0332
 HL0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB412284(NAD 83)
 HL0332_MARKER: I = METAL ROD
 HL0332_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HL0332_SP_SET: STAINLESS STEEL ROD
 HL0332_STAMPING: L 403 1984
 HL0332_MARK LOGO: NGS   
 HL0332_PROJECTION: FLUSH
 HL0332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0332_ROD/PIPE-DEPTH: 4.2  meters
 HL0332
 HL0332  HISTORY     - Date     Condition        Report By
 HL0332  HISTORY     - 1984     MONUMENTED       NGS
 HL0332
 HL0332                          STATION DESCRIPTION
 HL0332
 HL0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HL0332'3.0 KM (1.85 MI) WEST FROM DURANGO.
 HL0332'3.0 KM (1.85 MI) WESTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION
 HL0332'WITH U.S. HIGHWAY 550 IN DURANGO, 0.3 KM (0.2 MI) NORTHEAST OF THE
 HL0332'INTERSECTION OF COUNTY ROAD 141, 24.2 METERS (79.4 FT) NORTHEAST OF
 HL0332'THE SOUTHEAST END OF A 24-INCH METAL CULVERT, 20.4 METERS (66.9 FT)
 HL0332'SOUTHEAST OF THE CENTER OF THE HIGHWAY, AND 7.6 METERS (24.9 FT) EAST
 HL0332'OF A FENCE CORNER.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 HL0332'LOGO CAP.
 HL0332'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 HL0332'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0342 ***********************************************************************
 HL0342  DESIGNATION -  L 404
 HL0342  PID         -  HL0342
 HL0342  STATE/COUNTY-  CO/LA PLATA
 HL0342  USGS QUAD   -  LONG MOUNTAIN (1968)
 HL0342
 HL0342                         *CURRENT SURVEY CONTROL
 HL0342  ___________________________________________________________________
 HL0342* NAD 83(1986)-  37 01 20.     (N)    107 52 43.     (W)     SCALED    
 HL0342* NAVD 88     -      1842.070  (meters)    6043.52   (feet)  ADJUSTED  
 HL0342  ___________________________________________________________________
 HL0342  GEOID HEIGHT-         -20.18  (meters)                     GEOID03
 HL0342  DYNAMIC HT  -        1839.720 (meters)    6035.81  (feet)  COMP
 HL0342  MODELED GRAV-     979,290.9   (mgal)                       NAVD 88
 HL0342
 HL0342  VERT ORDER  -  FIRST     CLASS II
 HL0342
 HL0342.The horizontal coordinates were scaled from a topographic map and have
 HL0342.an estimated accuracy of +/- 6 seconds.
 HL0342
 HL0342.The orthometric height was determined by differential leveling
 HL0342.and adjusted by the National Geodetic Survey in June 1991..
 HL0342
 HL0342.The geoid height was determined by GEOID03.
 HL0342
 HL0342.The dynamic height is computed by dividing the NAVD 88
 HL0342.geopotential number by the normal gravity value computed on the
 HL0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0342.degrees latitude (g = 980.6199 gals.).
 HL0342
 HL0342.The modeled gravity was interpolated from observed gravity values.
 HL0342
 HL0342;                    North         East    Units  Estimated Accuracy
 HL0342;SPC CO S     -   346,960.      702,750.      MT  (+/- 180 meters Scaled)
 HL0342
 HL0342                          SUPERSEDED SURVEY CONTROL
 HL0342
 HL0342.No superseded survey control is available for this station.
 HL0342
 HL0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB439012(NAD 83)
 HL0342_MARKER: DB = BENCH MARK DISK
 HL0342_SETTING: 80 = SET IN A BOULDER
 HL0342_SP_SET: BOULDER
 HL0342_STAMPING: L 404 1984
 HL0342_MARK LOGO: NGS   
 HL0342_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HL0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0342
 HL0342  HISTORY     - Date     Condition        Report By
 HL0342  HISTORY     - 1984     MONUMENTED       NGS
 HL0342  HISTORY     - 19920421 GOOD             NGS
 HL0342
 HL0342                          STATION DESCRIPTION
 HL0342
 HL0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HL0342'30.6 KM (19.0 MI) SOUTH FROM DURANGO.
 HL0342'30.6 KM (19.0 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM ITS NORTH
 HL0342'JUNCTION WITH U.S. HIGHWAY 160 IN DURANGO, IN THE CENTER OF THE
 HL0342'EASTERN HALF OF A 9- BY 14-FOOT EXPOSED AREA OF A LARGE BURIED
 HL0342'BOULDER, 115.0 METERS (377.3 FT) NORTH OF THE EXTENDED CENTER OF A
 HL0342'DRIVEWAY LEADING EAST TO THE B.F. COGBURN RESIDENCE, 29.6 METERS
 HL0342'(97.1 FT) WEST OF THE CENTER LINE OF THE HIGHWAY, AND 18.0 METERS
 HL0342'(59.1 FT) WEST OF A FENCE.
 HL0342'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 HL0342'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 HL0342
 HL0342                          STATION RECOVERY (1992)
 HL0342
 HL0342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HL0342'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1087 ***********************************************************************
 LL1087  DESIGNATION -  L 405
 LL1087  PID         -  LL1087
 LL1087  STATE/COUNTY-  CO/BOULDER
 LL1087  USGS QUAD   -  BOULDER (1979)
 LL1087
 LL1087                         *CURRENT SURVEY CONTROL
 LL1087  ___________________________________________________________________
 LL1087* NAD 83(1986)-  40 02 27.     (N)    105 16 56.     (W)     SCALED    
 LL1087* NAVD 88     -      1671.751  (meters)    5484.74   (feet)  ADJUSTED  
 LL1087  ___________________________________________________________________
 LL1087  GEOID HEIGHT-         -15.51  (meters)                     GEOID03
 LL1087  DYNAMIC HT  -        1670.120 (meters)    5479.39  (feet)  COMP
 LL1087  MODELED GRAV-     979,592.0   (mgal)                       NAVD 88
 LL1087
 LL1087  VERT ORDER  -  FIRST     CLASS II
 LL1087
 LL1087.The horizontal coordinates were scaled from a topographic map and have
 LL1087.an estimated accuracy of +/- 6 seconds.
 LL1087
 LL1087.The orthometric height was determined by differential leveling
 LL1087.and adjusted by the National Geodetic Survey in June 1991..
 LL1087
 LL1087.The geoid height was determined by GEOID03.
 LL1087
 LL1087.The dynamic height is computed by dividing the NAVD 88
 LL1087.geopotential number by the normal gravity value computed on the
 LL1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1087.degrees latitude (g = 980.6199 gals.).
 LL1087
 LL1087.The modeled gravity was interpolated from observed gravity values.
 LL1087
 LL1087;                    North         East    Units  Estimated Accuracy
 LL1087;SPC CO N     -   383,380.      932,990.      MT  (+/- 180 meters Scaled)
 LL1087
 LL1087                          SUPERSEDED SURVEY CONTROL
 LL1087
 LL1087  NGVD 29 (??/??/??) 1670.765  (m)         5481.50   (f) ADJUSTED    1 2
 LL1087
 LL1087.Superseded values are not recommended for survey control.
 LL1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1087.See file dsdata.txt to determine how the superseded data were derived.
 LL1087
 LL1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE759323(NAD 83)
 LL1087_MARKER: I = METAL ROD
 LL1087_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LL1087+WITH SETTING: INFORMATION.
 LL1087_SP_SET: SHALLOW SET METAL ROD
 LL1087_STAMPING: L 405 1984
 LL1087_MARK LOGO: NGS   
 LL1087_PROJECTION: FLUSH
 LL1087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1087_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LL1087+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2002
 LL1087_ROD/PIPE-DEPTH: 1.2  meters
 LL1087
 LL1087  HISTORY     - Date     Condition        Report By
 LL1087  HISTORY     - 1984     MONUMENTED       NGS
 LL1087  HISTORY     - 19910706 GOOD             USPSQD
 LL1087  HISTORY     - 19980928 GOOD             USPSQD
 LL1087  HISTORY     - 20010331 GOOD             NGS
 LL1087  HISTORY     - 20020325 GOOD             INDIV
 LL1087
 LL1087                          STATION DESCRIPTION
 LL1087
 LL1087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1087'IN BOULDER.
 LL1087'IN BOULDER, AT THE INTERSECTION OF BROADWAY STREET AND LINDEN AVENUE,
 LL1087'24.5 METERS (80.4 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES
 LL1087'OF THE STREET, 7.0 METERS (23.0 FT) NORTH OF THE CENTERLINE OF THE
 LL1087'AVENUE, 6.6 METERS (21.7 FT) WEST OF THE WEST EDGE OF A CONCRETE STORM
 LL1087'DRAIN COVER, 3.7 METERS (12.1 FT) SOUTH OF A FENCE, AND 1.7 METERS
 LL1087'(5.6 FT) EAST OF A UTILITY POLE WITH A GUY WIRE.  NOTE--REFUSAL WAS
 LL1087'REACHED AT 4.O FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 LL1087'CAP.
 LL1087'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 LL1087'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 LL1087
 LL1087                          STATION RECOVERY (1991)
 LL1087
 LL1087'RECOVERY NOTE BY US POWER SQUADRON 1991 (RA)
 LL1087'RECOVERED IN GOOD CONDITION.
 LL1087
 LL1087                          STATION RECOVERY (1998)
 LL1087
 LL1087'RECOVERY NOTE BY US POWER SQUADRON 1998
 LL1087'RECOVERED IN GOOD CONDITION.
 LL1087
 LL1087                          STATION RECOVERY (2001)
 LL1087
 LL1087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL1087'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL1087
 LL1087                          STATION RECOVERY (2002)
 LL1087
 LL1087'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JE)
 LL1087'MARK IS LOCATED IN BOULDER, COLORADO IN THE NE1/4 OF SECTION 24, T1N,
 LL1087'R71W, LYING WITHIN THE LINDEN AVENUE RIGHT-OF-WAY.
 LL1087' 
 LL1087'MARK IS LOCATED IN THE NORTHWEST QUADRANT OF THE INTERSECTION OF
 LL1087'LINDEN AVENUE AND BROADWAY IN BOULDER.
 LL1087' 
 LL1087'MARK IS A STAINLESS STEEL ROD (DRIVEN TO THE DEPTH OF 1.2 METERS, PER
 LL1087'PREVIOUS DESCRIPTION), SET IN 5 INCH PVC W/ LOGO LID.  LOGO LID IS
 LL1087'INSCRIBED -L 405 1984- AND IS SURROUNDED BY CONCRETE COLLAR.  LID IS
 LL1087'APPROXIMATELY LEVEL WITH CURB AND SIDEWALK.
 LL1087'MARK APPEARS TO HAVE FAIR CONDITIONS FOR GPS OBSERVATION, DUE TO
 LL1087'ADJACENT UTILITY POLE AND OVERHEAD WIRES.
 LL1087' 
 LL1087'MARK LIES-
 LL1087'67.0 FEET WEST FROM THE WESTERLY FLOWLINE OF BROADWAY, EXTENDED
 LL1087'SOUTHERLY,
 LL1087'3.4 FEET NORTH FROM THE NORTHERLY FLOWLINE OF LINDEN AVENUE, EXTENDED
 LL1087'EASTERLY,
 LL1087'9.0 FEET WEST FROM A GUY WIRE,
 LL1087'2.7 FEET EAST FROM A NGS WITNESS POST,
 LL1087'5.5 FEET EAST FROM AN UTILITY POLE.
 LL1087' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1493 ***********************************************************************
 KK1493  DESIGNATION -  L 406
 KK1493  PID         -  KK1493
 KK1493  STATE/COUNTY-  CO/DENVER
 KK1493  USGS QUAD   -  ENGLEWOOD (1997)
 KK1493
 KK1493                         *CURRENT SURVEY CONTROL
 KK1493  ___________________________________________________________________
 KK1493* NAD 83(1986)-  39 39 11.     (N)    104 55 07.     (W)     SCALED    
 KK1493* NAVD 88     -      1694.019  (meters)    5557.79   (feet)  ADJUSTED  
 KK1493  ___________________________________________________________________
 KK1493  GEOID HEIGHT-         -17.23  (meters)                     GEOID03
 KK1493  DYNAMIC HT  -        1692.358 (meters)    5552.34  (feet)  COMP
 KK1493  MODELED GRAV-     979,586.6   (mgal)                       NAVD 88
 KK1493
 KK1493  VERT ORDER  -  FIRST     CLASS II
 KK1493
 KK1493.The horizontal coordinates were scaled from a topographic map and have
 KK1493.an estimated accuracy of +/- 6 seconds.
 KK1493
 KK1493.The orthometric height was determined by differential leveling
 KK1493.and adjusted by the National Geodetic Survey in June 1991..
 KK1493
 KK1493.The geoid height was determined by GEOID03.
 KK1493
 KK1493.The dynamic height is computed by dividing the NAVD 88
 KK1493.geopotential number by the normal gravity value computed on the
 KK1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1493.degrees latitude (g = 980.6199 gals.).
 KK1493
 KK1493.The modeled gravity was interpolated from observed gravity values.
 KK1493
 KK1493;                    North         East    Units  Estimated Accuracy
 KK1493;SPC CO C     -   506,970.      964,300.      MT  (+/- 180 meters Scaled)
 KK1493
 KK1493                          SUPERSEDED SURVEY CONTROL
 KK1493
 KK1493  NGVD 29 (??/??/??) 1693.092  (m)         5554.75   (f) ADJUSTED    1 2
 KK1493
 KK1493.Superseded values are not recommended for survey control.
 KK1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1493.See file dsdata.txt to determine how the superseded data were derived.
 KK1493
 KK1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED069892(NAD 83)
 KK1493_MARKER: DB = BENCH MARK DISK
 KK1493_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KK1493_SP_SET: PIER
 KK1493_STAMPING: L 406 1984
 KK1493_MARK LOGO: NGS   
 KK1493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1493
 KK1493  HISTORY     - Date     Condition        Report By
 KK1493  HISTORY     - 1984     MONUMENTED       NGS
 KK1493
 KK1493                          STATION DESCRIPTION
 KK1493
 KK1493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1493'IN DENVER.
 KK1493'IN DENVER, AT THE INTERSECTION OF INTERSTATE HIGHWAY 25 AND EAST
 KK1493'HAMPDEN AVENUE, SET VERTICALLY IN THE NORTH FACE OF THE MOST NORTHERLY
 KK1493'1 OF 19 COLUMNS OF THE 1ST PIER EAST OF THE WEST ABUTMENT OF THE EAST
 KK1493'HAMPDEN AVENUE OVERPASS OVER THE HIGHWAY, AND 10.4 METERS (34.1 FT)
 KK1493'WEST OF THE CENTER OF THE SOUTH BOUND LANES OF THE HIGHWAY.
 KK1493'THE MARK IS 1.2 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1370 ***********************************************************************
 KK1370  DESIGNATION -  L 407
 KK1370  PID         -  KK1370
 KK1370  STATE/COUNTY-  CO/JEFFERSON
 KK1370  USGS QUAD   -  GOLDEN (1994)
 KK1370
 KK1370                         *CURRENT SURVEY CONTROL
 KK1370  ___________________________________________________________________
 KK1370* NAD 83(1986)-  39 45 41.     (N)    105 13 25.     (W)     SCALED    
 KK1370* NAVD 88     -      1742.805  (meters)    5717.85   (feet)  ADJUSTED  
 KK1370  ___________________________________________________________________
 KK1370  GEOID HEIGHT-         -15.52  (meters)                     GEOID03
 KK1370  DYNAMIC HT  -        1741.057 (meters)    5712.12  (feet)  COMP
 KK1370  MODELED GRAV-     979,562.9   (mgal)                       NAVD 88
 KK1370
 KK1370  VERT ORDER  -  FIRST     CLASS II
 KK1370
 KK1370.The horizontal coordinates were scaled from a topographic map and have
 KK1370.an estimated accuracy of +/- 6 seconds.
 KK1370
 KK1370.The orthometric height was determined by differential leveling
 KK1370.and adjusted by the National Geodetic Survey in June 1991..
 KK1370
 KK1370.The geoid height was determined by GEOID03.
 KK1370
 KK1370.The dynamic height is computed by dividing the NAVD 88
 KK1370.geopotential number by the normal gravity value computed on the
 KK1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1370.degrees latitude (g = 980.6199 gals.).
 KK1370
 KK1370.The modeled gravity was interpolated from observed gravity values.
 KK1370
 KK1370;                    North         East    Units  Estimated Accuracy
 KK1370;SPC CO C     -   518,870.      938,090.      MT  (+/- 180 meters Scaled)
 KK1370
 KK1370                          SUPERSEDED SURVEY CONTROL
 KK1370
 KK1370  NGVD 29 (??/??/??) 1741.828  (m)         5714.65   (f) ADJUSTED    1 2
 KK1370
 KK1370.Superseded values are not recommended for survey control.
 KK1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1370.See file dsdata.txt to determine how the superseded data were derived.
 KK1370
 KK1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE808012(NAD 83)
 KK1370_MARKER: DB = BENCH MARK DISK
 KK1370_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KK1370_SP_SET: PIER
 KK1370_STAMPING: L 407 1984
 KK1370_MARK LOGO: NGS   
 KK1370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1370
 KK1370  HISTORY     - Date     Condition        Report By
 KK1370  HISTORY     - 1984     MONUMENTED       NGS
 KK1370
 KK1370                          STATION DESCRIPTION
 KK1370
 KK1370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1370'IN GOLDEN.
 KK1370'IN GOLDEN, AT THE JUNCTION OF STATE HIGHWAY 58 AND FORD STREET, SET
 KK1370'VERTICALLY IN THE SOUTHWEST FACE OF THE MOST NORTHWESTERLY 1 OF 4
 KK1370'COLUMNS OF THE 2ND PIER NORTHEAST OF THE SOUTHWEST ABUTMENT OF THE
 KK1370'HIGHWAY OVERPASS OVER THE STREET, AND 10.4 METERS (34.1 FT) NORTHEAST
 KK1370'OF THE CENTERLINE OF THE STREET.
 KK1370'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1363 ***********************************************************************
 KK1363  DESIGNATION -  L 408
 KK1363  PID         -  KK1363
 KK1363  STATE/COUNTY-  CO/JEFFERSON
 KK1363  USGS QUAD   -  GOLDEN (1994)
 KK1363
 KK1363                         *CURRENT SURVEY CONTROL
 KK1363  ___________________________________________________________________
 KK1363* NAD 83(1986)-  39 50 02.     (N)    105 13 43.     (W)     SCALED    
 KK1363* NAVD 88     -      1829.597  (meters)    6002.60   (feet)  ADJUSTED  
 KK1363  ___________________________________________________________________
 KK1363  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 KK1363  DYNAMIC HT  -        1827.777 (meters)    5996.63  (feet)  COMP
 KK1363  MODELED GRAV-     979,567.0   (mgal)                       NAVD 88
 KK1363
 KK1363  VERT ORDER  -  FIRST     CLASS II
 KK1363
 KK1363.The horizontal coordinates were scaled from a topographic map and have
 KK1363.an estimated accuracy of +/- 6 seconds.
 KK1363
 KK1363.The orthometric height was determined by differential leveling
 KK1363.and adjusted by the National Geodetic Survey in June 1991..
 KK1363
 KK1363.The geoid height was determined by GEOID03.
 KK1363
 KK1363.The dynamic height is computed by dividing the NAVD 88
 KK1363.geopotential number by the normal gravity value computed on the
 KK1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1363.degrees latitude (g = 980.6199 gals.).
 KK1363
 KK1363.The modeled gravity was interpolated from observed gravity values.
 KK1363
 KK1363;                    North         East    Units  Estimated Accuracy
 KK1363;SPC CO C     -   526,920.      937,630.      MT  (+/- 180 meters Scaled)
 KK1363
 KK1363                          SUPERSEDED SURVEY CONTROL
 KK1363
 KK1363  NGVD 29 (??/??/??) 1828.630  (m)         5999.43   (f) ADJUSTED    1 2
 KK1363
 KK1363.Superseded values are not recommended for survey control.
 KK1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1363.See file dsdata.txt to determine how the superseded data were derived.
 KK1363
 KK1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE804093(NAD 83)
 KK1363_MARKER: I = METAL ROD
 KK1363_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KK1363+WITH SETTING: INFORMATION.
 KK1363_SP_SET: SHALLOW SET METAL ROD
 KK1363_STAMPING: L 408 1984
 KK1363_MARK LOGO: NGS   
 KK1363_PROJECTION: FLUSH
 KK1363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1363+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2003
 KK1363_ROD/PIPE-DEPTH: 1.5  meters
 KK1363
 KK1363  HISTORY     - Date     Condition        Report By
 KK1363  HISTORY     - 1984     MONUMENTED       NGS
 KK1363  HISTORY     - 20030307 GOOD             NGS
 KK1363
 KK1363                          STATION DESCRIPTION
 KK1363
 KK1363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1363'9.0 KM (5.6 MI) NORTH FROM GOLDEN.
 KK1363'9.0 KM (5.6 MI) NORTHERLY ALONG STATE HIGHWAY 93 FROM ITS JUNCTION
 KK1363'WITH STATE HIGHWAY 58 IN GOLDEN, 12.5 METERS (41.0 FT) EAST OF THE
 KK1363'CENTERLINE OF THE HIGHWAY, 11.5 METERS (37.7 FT) SOUTH OF THE CENTER
 KK1363'OF A GRAVELED ROAD, 0.6 METERS (2.0 FT) SOUTH OF A FENCE CORNER, AND
 KK1363'0.3 METER (1.0 FT) WEST OF A FENCE.  NOTE--REFUSAL WAS REACHED AT 5.0
 KK1363'FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1363'THE MARK IS 0.2 METERS  W FROM A WITNESS POST.
 KK1363'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 KK1363
 KK1363                          STATION RECOVERY (2003)
 KK1363
 KK1363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 KK1363'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1476 ***********************************************************************
 KK1476  DESIGNATION -  L 409
 KK1476  PID         -  KK1476
 KK1476  STATE/COUNTY-  CO/JEFFERSON
 KK1476  USGS QUAD   -  FORT LOGAN (1994)
 KK1476
 KK1476                         *CURRENT SURVEY CONTROL
 KK1476  ___________________________________________________________________
 KK1476* NAD 83(1986)-  39 39 05.     (N)    105 04 55.     (W)     SCALED    
 KK1476* NAVD 88     -      1671.120  (meters)    5482.67   (feet)  ADJUSTED  
 KK1476  ___________________________________________________________________
 KK1476  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 KK1476  DYNAMIC HT  -        1669.476 (meters)    5477.27  (feet)  COMP
 KK1476  MODELED GRAV-     979,583.9   (mgal)                       NAVD 88
 KK1476
 KK1476  VERT ORDER  -  FIRST     CLASS II
 KK1476
 KK1476.The horizontal coordinates were scaled from a topographic map and have
 KK1476.an estimated accuracy of +/- 6 seconds.
 KK1476
 KK1476.The orthometric height was determined by differential leveling
 KK1476.and adjusted by the National Geodetic Survey in June 1991..
 KK1476
 KK1476.The geoid height was determined by GEOID03.
 KK1476
 KK1476.The dynamic height is computed by dividing the NAVD 88
 KK1476.geopotential number by the normal gravity value computed on the
 KK1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1476.degrees latitude (g = 980.6199 gals.).
 KK1476
 KK1476.The modeled gravity was interpolated from observed gravity values.
 KK1476
 KK1476;                    North         East    Units  Estimated Accuracy
 KK1476;SPC CO C     -   506,710.      950,280.      MT  (+/- 180 meters Scaled)
 KK1476
 KK1476                          SUPERSEDED SURVEY CONTROL
 KK1476
 KK1476  NGVD 29 (??/??/??) 1670.188  (m)         5479.61   (f) ADJUSTED    1 2
 KK1476
 KK1476.Superseded values are not recommended for survey control.
 KK1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1476.See file dsdata.txt to determine how the superseded data were derived.
 KK1476
 KK1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD929890(NAD 83)
 KK1476_MARKER: I = METAL ROD
 KK1476_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1476_SP_SET: STAINLESS STEEL ROD
 KK1476_STAMPING: L 409 1984
 KK1476_MARK LOGO: NGS   
 KK1476_PROJECTION: FLUSH
 KK1476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1476_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK1476+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2006
 KK1476_ROD/PIPE-DEPTH: 9.4  meters
 KK1476
 KK1476  HISTORY     - Date     Condition        Report By
 KK1476  HISTORY     - 1984     MONUMENTED       NGS
 KK1476  HISTORY     - 20000504 GOOD             CO1435
 KK1476  HISTORY     - 20060903 GOOD             METRSC
 KK1476
 KK1476                          STATION DESCRIPTION
 KK1476
 KK1476'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1476'IN LAKEWOOD.
 KK1476'IN LAKEWOOD, AT THE INTERSECTION OF WEST HAMPDEN AVENUE AND WADSWORTH
 KK1476'BOULEVARD, IN THE NORTHEAST CORNER OF A RTD PARKING LOT LAWN,
 KK1476'134.2 METERS (440.3 FT) SOUTH OF THE CENTER OF THE EAST BOUND LANES OF
 KK1476'THE AVENUE, AND 32.6 METERS (107.0 FT) WEST OF THE CENTER OF THE
 KK1476'BOULEVARD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 KK1476'CAP.
 KK1476'THE MARK IS 0.6 M ABOVE THE BOULEVARD.
 KK1476
 KK1476                          STATION RECOVERY (2000)
 KK1476
 KK1476'RECOVERY NOTE BY CITY OF LAKEWOOD COLORADO 2000 (KM)
 KK1476'RECOVERED IN GOOD CONDITION.
 KK1476
 KK1476                          STATION RECOVERY (2006)
 KK1476
 KK1476'RECOVERY NOTE BY METROPOLITAN STATE COLLEGE OF DENVER 2006 (PAH)
 KK1476'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0076 ***********************************************************************
 JJ0076  DESIGNATION -  L 41
 JJ0076  PID         -  JJ0076
 JJ0076  STATE/COUNTY-  CO/PROWERS
 JJ0076  USGS QUAD   -  GRANADA (1953)
 JJ0076
 JJ0076                         *CURRENT SURVEY CONTROL
 JJ0076  ___________________________________________________________________
 JJ0076* NAD 83(1986)-  38 03 50.     (N)    102 18 37.     (W)     SCALED    
 JJ0076* NAVD 88     -      1062.324  (meters)    3485.31   (feet)  ADJUSTED  
 JJ0076  ___________________________________________________________________
 JJ0076  GEOID HEIGHT-         -23.65  (meters)                     GEOID03
 JJ0076  DYNAMIC HT  -        1061.323 (meters)    3482.02  (feet)  COMP
 JJ0076  MODELED GRAV-     979,650.6   (mgal)                       NAVD 88
 JJ0076
 JJ0076  VERT ORDER  -  FIRST     CLASS II
 JJ0076
 JJ0076.The horizontal coordinates were scaled from a topographic map and have
 JJ0076.an estimated accuracy of +/- 6 seconds.
 JJ0076
 JJ0076.The orthometric height was determined by differential leveling
 JJ0076.and adjusted by the National Geodetic Survey in June 1991..
 JJ0076
 JJ0076.The geoid height was determined by GEOID03.
 JJ0076
 JJ0076.The dynamic height is computed by dividing the NAVD 88
 JJ0076.geopotential number by the normal gravity value computed on the
 JJ0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0076.degrees latitude (g = 980.6199 gals.).
 JJ0076
 JJ0076.The modeled gravity was interpolated from observed gravity values.
 JJ0076
 JJ0076;                    North         East    Units  Estimated Accuracy
 JJ0076;SPC CO S     -   464,650.    1,194,250.      MT  (+/- 180 meters Scaled)
 JJ0076
 JJ0076                          SUPERSEDED SURVEY CONTROL
 JJ0076
 JJ0076  NGVD 29 (??/??/92) 1061.872  (m)         3483.83   (f) ADJ UNCH    1 2
 JJ0076
 JJ0076.Superseded values are not recommended for survey control.
 JJ0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0076.See file dsdata.txt to determine how the superseded data were derived.
 JJ0076
 JJ0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC359163(NAD 83)
 JJ0076_MARKER: DB = BENCH MARK DISK
 JJ0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0076_SP_SET: CONCRETE POST
 JJ0076_STAMPING: L 41 1933
 JJ0076_MARK LOGO: CGS   
 JJ0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0076+STABILITY: SURFACE MOTION
 JJ0076
 JJ0076  HISTORY     - Date     Condition        Report By
 JJ0076  HISTORY     - 1933     MONUMENTED       CGS
 JJ0076  HISTORY     - 1942     GOOD             NGS
 JJ0076  HISTORY     - 1986     GOOD             NGS
 JJ0076
 JJ0076                          STATION DESCRIPTION
 JJ0076
 JJ0076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JJ0076'AT GRANADA.
 JJ0076'AT GRANADA. 64 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 JJ0076'ATCHISON, TOPEKA AND SANTA FE RAILWAY STATION, 99.4 FEET NORTH OF
 JJ0076'THE CENTERLINE OF THE MAIN TRACK, AND 11 FEET WEST OF THE WEST
 JJ0076'CURB LINE OF STATE HIGHWAY 51.  A STANDARD DISK STAMPED L 41 1933
 JJ0076'AND SET IN THE TOP OF A CONCRETE POST.
 JJ0076
 JJ0076                          STATION RECOVERY (1986)
 JJ0076
 JJ0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JJ0076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1063 ***********************************************************************
 LL1063  DESIGNATION -  L 410
 LL1063  PID         -  LL1063
 LL1063  STATE/COUNTY-  CO/LARIMER
 LL1063  USGS QUAD   -  BERTHOUD (1984)
 LL1063
 LL1063                         *CURRENT SURVEY CONTROL
 LL1063  ___________________________________________________________________
 LL1063* NAD 83(1992)-  40 17 26.17357(N)    105 06 11.16976(W)     ADJUSTED  
 LL1063* NAVD 88     -      1542.566  (meters)    5060.90   (feet)  ADJUSTED  
 LL1063  ___________________________________________________________________
 LL1063  X           -  -1,269,710.863 (meters)                     COMP
 LL1063  Y           -  -4,704,744.668 (meters)                     COMP
 LL1063  Z           -   4,103,638.343 (meters)                     COMP
 LL1063  LAPLACE CORR-         -14.50  (seconds)                    DEFLEC99
 LL1063  ELLIP HEIGHT-        1526.04  (meters)          (12/03/02) GPS OBS
 LL1063  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 LL1063  DYNAMIC HT  -        1541.187 (meters)    5056.38  (feet)  COMP
 LL1063  MODELED GRAV-     979,677.5   (mgal)                       NAVD 88
 LL1063
 LL1063  HORZ ORDER  -  FIRST
 LL1063  VERT ORDER  -  FIRST     CLASS II
 LL1063  ELLP ORDER  -  FOURTH    CLASS II
 LL1063
 LL1063.The horizontal coordinates were established by GPS observations
 LL1063.and adjusted by the National Geodetic Survey in February 1998..
 LL1063
 LL1063.The orthometric height was determined by differential leveling
 LL1063.and adjusted by the National Geodetic Survey in June 1991..
 LL1063
 LL1063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1063
 LL1063.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1063
 LL1063.The ellipsoidal height was determined by GPS observations
 LL1063.and is referenced to NAD 83.
 LL1063
 LL1063.The geoid height was determined by GEOID03.
 LL1063
 LL1063.The dynamic height is computed by dividing the NAVD 88
 LL1063.geopotential number by the normal gravity value computed on the
 LL1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1063.degrees latitude (g = 980.6199 gals.).
 LL1063
 LL1063.The modeled gravity was interpolated from observed gravity values.
 LL1063
 LL1063;                    North         East     Units Scale Factor Converg.
 LL1063;SPC CO N     -   411,162.586   948,148.746   MT  0.99995709   +0 15 23.2
 LL1063;SPC CO N     - 1,348,955.92  3,110,718.01   sFT  0.99995709   +0 15 23.2
 LL1063;UTM  13      - 4,460,017.305   491,236.604   MT  0.99960095   -0 04 00.0
 LL1063
 LL1063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1063!SPC CO N     -   0.99976066  x   0.99995709  =   0.99971776
 LL1063!UTM  13      -   0.99976066  x   0.99960095  =   0.99936171
 LL1063
 LL1063                          SUPERSEDED SURVEY CONTROL
 LL1063
 LL1063  ELLIP H (02/12/98) 1526.09   (m)                       GP(       ) 3 2
 LL1063  NAVD 88 (02/12/98) 1542.57   (m)         5060.9    (f) LEVELING    3  
 LL1063  NGVD 29 (??/??/??) 1541.667  (m)         5057.95   (f) ADJUSTED    1 2
 LL1063
 LL1063.Superseded values are not recommended for survey control.
 LL1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1063.See file dsdata.txt to determine how the superseded data were derived.
 LL1063
 LL1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE9123760017(NAD 83)
 LL1063_MARKER: I = METAL ROD
 LL1063_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1063_SP_SET: STAINLESS STEEL ROD
 LL1063_STAMPING: L 410 1984
 LL1063_MARK LOGO: NGS   
 LL1063_PROJECTION: FLUSH
 LL1063_MAGNETIC: I = MARKER IS A STEEL ROD
 LL1063_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1063+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2005
 LL1063_ROD/PIPE-DEPTH: 7.7  meters
 LL1063
 LL1063  HISTORY     - Date     Condition        Report By
 LL1063  HISTORY     - 1984     MONUMENTED       NGS
 LL1063  HISTORY     - 19960717 GOOD             NGS
 LL1063  HISTORY     - 19970221 GOOD             NGS
 LL1063  HISTORY     - 20040224 MARK NOT FOUND   USPSQD
 LL1063  HISTORY     - 20050811 GOOD             USPSQD
 LL1063
 LL1063                          STATION DESCRIPTION
 LL1063
 LL1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1063'9.7 KM (6.0 MI) NORTH FROM LONGMONT.
 LL1063'9.7 KM (6.0 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 LL1063'WITH STATE HIGHWAY 66 IN LONGMONT, 29.3 METERS (96.1 FT) WEST OF THE
 LL1063'CENTERLINE OF THE SOUTH BOUND LANES OF THE HIGHWAY, AND 8.9 METERS
 LL1063'(29.2 FT) NORTH OF THE CENTER OF COUNTY ROAD 6 WEST.  NOTE--ACCESS TO
 LL1063'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LL1063'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 LL1063'THE MARK IS 1.9 M ABOVE THE HIGHWAY.
 LL1063
 LL1063                          STATION RECOVERY (1996)
 LL1063
 LL1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 LL1063'THE STATION IS LOCATED ABOUT 8.75 MI (14.08 KM) NORTH OF LONGMONT, 1.6
 LL1063'MI (2.6 KM) SOUTHWEST OF BERTHOUD AND 0.9 MI (1.4 KM) NORTH OF THE
 LL1063'LITTLE THOMPSON RIVER, IN THE SOUTHWEST 1/4 OF SECTION 22, T 4 N, R 69
 LL1063'W, AT U.  S.  HIGHWAY 287 MILEPOST 324.45.  OWNERSHIP--COLORADO DEPT.
 LL1063'OF TRANSPORTATION RIGHT-OF-WAY TO REACH THE STATION FROM THE JUNCTION
 LL1063'OF U.  S.  HIGHWAY 287 AND STATE HIGHWAY 66 AT THE NORTH EDGE OF
 LL1063'LONGMONT, GO NORTH ON U.  S. HIGHWAY 287 FOR 6.0 MI (9.7 KM) TO THE
 LL1063'STATION ON THE LEFT THE STATION IS A STAINLESS STEEL ROD ENCASED IN A
 LL1063'PIPE FLUSH WITH THE GROUND.  NOTE--ACCESS TO THE DATUM POINT IS
 LL1063'THROUGH A 5-INCH LOGO CAP.  IT IS 29.3 M (96.1 FT) WEST OF THE CENTER
 LL1063'LINE OF U.  S. HIGHWAY 287, 8.9 M (29.2 FT) NORTH OF THE CENTER OF
 LL1063'COUNTY ROAD 6 WEST, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND ABOUT
 LL1063'1.9 M (6.2 FT) ABOVE THE HIGHWAY.
 LL1063
 LL1063                          STATION RECOVERY (1997)
 LL1063
 LL1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 LL1063'RECOVERED AS DESCRIBED.
 LL1063
 LL1063                          STATION RECOVERY (2004)
 LL1063
 LL1063'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL1063'MARK NOT FOUND.
 LL1063
 LL1063                          STATION RECOVERY (2005)
 LL1063
 LL1063'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 LL1063'FOUND AS DESCRIBED. ORANGE WITNESS POST IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE7666 ***********************************************************************
 AE7666  DESIGNATION -  L 411 RESET
 AE7666  PID         -  AE7666
 AE7666  STATE/COUNTY-  CO/ADAMS
 AE7666  USGS QUAD   -  EASTLAKE (1994)
 AE7666
 AE7666                         *CURRENT SURVEY CONTROL
 AE7666  ___________________________________________________________________
 AE7666* NAD 83(1986)-  39 53 06.     (N)    104 58 15.     (W)     SCALED    
 AE7666* NAVD 88     -      1615.92   (meters)    5301.6    (feet)  RESET     
 AE7666  ___________________________________________________________________
 AE7666  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 AE7666
 AE7666  VERT ORDER  -  THIRD
 AE7666
 AE7666.The horizontal coordinates were scaled from a topographic map and have
 AE7666.an estimated accuracy of +/- 6 seconds.
 AE7666
 AE7666.The orthometric height was computed from unverified reset data.
 AE7666
 AE7666.The geoid height was determined by GEOID03.
 AE7666
 AE7666;                    North         East    Units  Estimated Accuracy
 AE7666;SPC CO N     -   366,190.      959,660.      MT  (+/- 180 meters Scaled)
 AE7666
 AE7666                          SUPERSEDED SURVEY CONTROL
 AE7666
 AE7666.No superseded survey control is available for this station.
 AE7666
 AE7666_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE024149(NAD 83)
 AE7666_MARKER: I = METAL ROD
 AE7666_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE7666_STAMPING: L 411 RESET 1993
 AE7666_MARK LOGO: NGS   
 AE7666_PROJECTION: FLUSH
 AE7666_MAGNETIC: I = MARKER IS A STEEL ROD
 AE7666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7666+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2003
 AE7666_ROD/PIPE-DEPTH: 5.2  meters
 AE7666
 AE7666  HISTORY     - Date     Condition        Report By
 AE7666  HISTORY     - 1993     MONUMENTED       NGS
 AE7666  HISTORY     - 20030306 GOOD             INDIV
 AE7666
 AE7666                          STATION DESCRIPTION
 AE7666
 AE7666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RSC)
 AE7666'THE STATION IS LOCATED IN THE CITY OF NORTHGLENN AT THE INTERSECTION
 AE7666'OF EAST 104TH AVENUE AND MARION STREET, IN THE SOUTHWEST 1/4 OF
 AE7666'SECTION 11, T 2 S, R 68 W.  OWNERSHIP--COLORADO DEPT.  OF
 AE7666'TRANSPORTATION RIGHT-OF-WAY. TO REACH THE STATION FROM THE
 AE7666'INTERSECTION OF INTERSTATE 25 AND 104TH AVENUE IN THE CITY OF
 AE7666'NORTHGLENN, GO EAST ON 104TH AVENUE FOR 0.9 MI (1.4 KM) TO THE STATION
 AE7666'ON THE LEFT IN THE NORTHWEST CORNER OF THE INTERSECTION OF 104TH
 AE7666'AVENUE AND MARION STREET. THE MARK IS A PUNCH HOLE TOP CENTER ON A
 AE7666'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 5-INCH PCV PIPE
 AE7666'WITH A LOGO CAP SET IN A 0.7 M (2.3 FT) CONCRETE COLLAR FLUSH WITH THE
 AE7666'GROUND.  IT IS 20.5 M (67.3 FT) WEST OF A FIRE HYDRANT, 19.7 M (64.6
 AE7666'FT) NORTH OF THE CENTER LINE OF THE WESTBOUND 104TH AVENUE, 13.1 M
 AE7666'(43.0 FT) WEST OF THE CENTER OF MARION STREET, 3.9 M (12.8 FT) WEST OF
 AE7666'A FENCE CORNER, 0.5 M (1.6 FT) WEST OF A WITNESS POST, 0.3 M (1.0 FT)
 AE7666'SOUTH OF A CHAINLINK FENCE AND ABOUT 1.5 M (4.9 FT) BELOW 104TH
 AE7666'AVENUE.
 AE7666
 AE7666                          STATION RECOVERY (2003)
 AE7666
 AE7666'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (PJM)
 AE7666'PHYSICAL DESCRIPTION OF SITE HAS CHANGED. CHAINLINK FENCE HAS BEEN
 AE7666'REPLACED BY AN 8-FOOT WOODEN FENCE. FIRE HYDRANT IS NO LONGER THERE. A
 AE7666'4-FOOT BY 6-FOOT CONCRETE PAD HAS BEEN POURED AROUND THE COLLAR, AND
 AE7666'COLLAR IS NOW IN THE NW CORNER OF THIS PAD. A WATER MAIN CUTOFF VALVE
 AE7666'IS IN THE MIDDLE OF THE PAD.
 AE7666' 
 AE7666'COORDINATES ARE N 39 53.119 W 104 58.244  WGS84 DATUM
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE7680 ***********************************************************************
 AE7680  DESIGNATION -  L 412 RESET
 AE7680  PID         -  AE7680
 AE7680  STATE/COUNTY-  CO/JEFFERSON
 AE7680  USGS QUAD   -  ARVADA (1994)
 AE7680
 AE7680                         *CURRENT SURVEY CONTROL
 AE7680  ___________________________________________________________________
 AE7680* NAD 83(1986)-  39 47 08.     (N)    105 04 55.     (W)     SCALED    
 AE7680* NAVD 88     -      1620.88   (meters)    5317.8    (feet)  RESET     
 AE7680  ___________________________________________________________________
 AE7680  GEOID HEIGHT-         -16.67  (meters)                     GEOID03
 AE7680
 AE7680  VERT ORDER  -  THIRD
 AE7680
 AE7680.The horizontal coordinates were scaled from a topographic map and have
 AE7680.an estimated accuracy of +/- 6 seconds.
 AE7680
 AE7680.The orthometric height was computed from unverified reset data.
 AE7680
 AE7680.The geoid height was determined by GEOID03.
 AE7680
 AE7680;                    North         East    Units  Estimated Accuracy
 AE7680;SPC CO C     -   521,600.      950,210.      MT  (+/- 180 meters Scaled)
 AE7680
 AE7680                          SUPERSEDED SURVEY CONTROL
 AE7680
 AE7680.No superseded survey control is available for this station.
 AE7680
 AE7680_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE929039(NAD 83)
 AE7680_MARKER: DV = VERTICAL CONTROL DISK
 AE7680_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AE7680_SP_SET: RETAINING WALL
 AE7680_STAMPING: L 412 RESET 1994
 AE7680_MARK LOGO: NGS   
 AE7680_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7680
 AE7680  HISTORY     - Date     Condition        Report By
 AE7680  HISTORY     - 1994     MONUMENTED       NGS
 AE7680
 AE7680                          STATION DESCRIPTION
 AE7680
 AE7680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RSC)
 AE7680'IN THE CITY OF ARVADA, IN THE SOUTHEAST CORNER OF THE INTERSECTION OF
 AE7680'INTERSTATE 70 AND WADSWORTH BLVD.  AND ON THE RETAINING WALL FOR THE
 AE7680'NORTHSIDE OF CLEAR CREEK.  THE MARK IS A STANDARD DISK SET INTO THE
 AE7680'TOP OF THE RETAINING WALL FOR THE BRIDGE ON WADSWORTH BLVD.  OVER
 AE7680'CLEAR CREEK.  IT IS 52.4 M (171.9 FT) SOUTH FROM THE CENTER OF THE
 AE7680'BRIDGE AT WADSWORTH BLVD.  AND INTERSTATE 70, 22.2 M (72.8 FT) NORTH
 AE7680'FROM THE CENTER OF CLEAR CREEK, 9.7 M (31.8 FT) EAST FROM THE CENTER
 AE7680'LINE OF THE NORTHBOUND LANES OF WADSWORTH BLVD., 2.45 M (8.04 FT) EAST
 AE7680'FROM THE FACE OF THE CURB, 0.7 M (2.3 FT) WEST FROM A WITNESS POST AND
 AE7680'ABOUT 0.3 M (1.0 FT) ABOVE THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1416 ***********************************************************************
 KK1416  DESIGNATION -  L 413
 KK1416  PID         -  KK1416
 KK1416  STATE/COUNTY-  CO/ADAMS
 KK1416  USGS QUAD   -  LAFAYETTE (1994)
 KK1416
 KK1416                         *CURRENT SURVEY CONTROL
 KK1416  ___________________________________________________________________
 KK1416* NAD 83(1986)-  39 56 36.     (N)    105 02 35.     (W)     SCALED    
 KK1416* NAVD 88     -      1615.556  (meters)    5300.37   (feet)  ADJUSTED  
 KK1416  ___________________________________________________________________
 KK1416  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 KK1416  DYNAMIC HT  -        1614.022 (meters)    5295.34  (feet)  COMP
 KK1416  MODELED GRAV-     979,620.1   (mgal)                       NAVD 88
 KK1416
 KK1416  VERT ORDER  -  FIRST     CLASS II
 KK1416
 KK1416.The horizontal coordinates were scaled from a topographic map and have
 KK1416.an estimated accuracy of +/- 6 seconds.
 KK1416
 KK1416.The orthometric height was determined by differential leveling
 KK1416.and adjusted by the National Geodetic Survey in June 1991..
 KK1416
 KK1416.The geoid height was determined by GEOID03.
 KK1416
 KK1416.The dynamic height is computed by dividing the NAVD 88
 KK1416.geopotential number by the normal gravity value computed on the
 KK1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1416.degrees latitude (g = 980.6199 gals.).
 KK1416
 KK1416.The modeled gravity was interpolated from observed gravity values.
 KK1416
 KK1416;                    North         East    Units  Estimated Accuracy
 KK1416;SPC CO N     -   372,630.      953,450.      MT  (+/- 180 meters Scaled)
 KK1416
 KK1416                          SUPERSEDED SURVEY CONTROL
 KK1416
 KK1416  NGVD 29 (??/??/??) 1614.630  (m)         5297.33   (f) ADJUSTED    1 2
 KK1416
 KK1416.Superseded values are not recommended for survey control.
 KK1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1416.See file dsdata.txt to determine how the superseded data were derived.
 KK1416
 KK1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE963214(NAD 83)
 KK1416_MARKER: I = METAL ROD
 KK1416_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1416_SP_SET: STAINLESS STEEL ROD
 KK1416_STAMPING: L 413 1984
 KK1416_MARK LOGO: NGS   
 KK1416_PROJECTION: FLUSH
 KK1416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1416_ROD/PIPE-DEPTH: 3.1  meters
 KK1416
 KK1416  HISTORY     - Date     Condition        Report By
 KK1416  HISTORY     - 1984     MONUMENTED       NGS
 KK1416
 KK1416                          STATION DESCRIPTION
 KK1416
 KK1416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1416'IN BROOMFIELD.
 KK1416'IN BROOMFIELD, AT THE INTERSECTION OF WEST 136TH AVENUE AND STUART
 KK1416'STREET, 6.9 METERS (22.6 FT) NORTH OF THE CENTERLINE OF THE AVENUE AND
 KK1416'6.1 METERS (20.0 FT) WEST OF THE CENTERLINE OF THE STREET.
 KK1416'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1416'THE MARK IS 0.8 METERS  E FROM  A WITNESS POST AND UTILI
 KK1416'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1470 ***********************************************************************
 LL1470  DESIGNATION -  L 414 RESET
 LL1470  PID         -  LL1470
 LL1470  STATE/COUNTY-  CO/WELD
 LL1470  USGS QUAD   -  HARDIN (1978)
 LL1470
 LL1470                         *CURRENT SURVEY CONTROL
 LL1470  ___________________________________________________________________
 LL1470* NAD 83(1986)-  40 19 32.     (N)    104 24 56.     (W)     SCALED    
 LL1470* NAVD 88     -      1402.58   (meters)    4601.6    (feet)  RESET     
 LL1470  ___________________________________________________________________
 LL1470  GEOID HEIGHT-         -18.82  (meters)                     GEOID03
 LL1470
 LL1470  VERT ORDER  -  THIRD
 LL1470
 LL1470.The horizontal coordinates were scaled from a topographic map and have
 LL1470.an estimated accuracy of +/- 6 seconds.
 LL1470
 LL1470.The orthometric height was computed from unverified reset data.
 LL1470.No vertical observational check was made to the station.
 LL1470
 LL1470.The geoid height was determined by GEOID03.
 LL1470
 LL1470;                    North         East    Units  Estimated Accuracy
 LL1470;SPC CO N     -   415,530.    1,006,560.      MT  (+/- 180 meters Scaled)
 LL1470
 LL1470                          SUPERSEDED SURVEY CONTROL
 LL1470
 LL1470.No superseded survey control is available for this station.
 LL1470
 LL1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE496640(NAD 83)
 LL1470_MARKER: I = METAL ROD
 LL1470_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1470_SP_SET: STAINLESS STEEL ROD
 LL1470_STAMPING: L 414 RESET 1988
 LL1470_MARK LOGO: NGS   
 LL1470_PROJECTION: FLUSH
 LL1470_MAGNETIC: I = MARKER IS A STEEL ROD
 LL1470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1470_ROD/PIPE-DEPTH: 7.9  meters
 LL1470
 LL1470  HISTORY     - Date     Condition        Report By
 LL1470  HISTORY     - 1988     MONUMENTED       NGS
 LL1470
 LL1470                          STATION DESCRIPTION
 LL1470
 LL1470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LL1470'15.8 MI (25.43 KM) EASTERLY ALONG U.S. HIGHWAY 34 FROM ITS JUNCTION
 LL1470'WITH U.S. HIGHWAY 85 IN GREELEY, 150 FT (45.72 M) SOUTHWEST OF THE
 LL1470'CENTER LINE OF THE HIGHWAY, 116 FT (35.36 M) WEST OF THE CENTER OF
 LL1470'THE SOUTH END OF A CONCRETE BOX CULVERT, 49 FT (14.94 M)
 LL1470'EAST-SOUTHEAST OF THE EXTENDED CENTER LINE OF WELD COUNTY ROAD 69, 24
 LL1470'FT (7.32 M) NORTH OF POWER POLE NUMBER 29 4, 1.0 FT (0.30 M)
 LL1470'NORTHWEST OF THE SOUTHERN RIGHT-OF-WAY FENCE, 1.0 FT (0.30 M) WEST OF
 LL1470'A WITNESS POST AND THE NEW BENCH MARK IS 150 FT (45.72 M)
 LL1470'SOUTH-SOUTHEAST OF THE OLD BENCH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0408 ***********************************************************************
 LN0408  DESIGNATION -  L 415
 LN0408  PID         -  LN0408
 LN0408  STATE/COUNTY-  CO/RIO BLANCO
 LN0408  USGS QUAD   -  RANGELY (1972)
 LN0408
 LN0408                         *CURRENT SURVEY CONTROL
 LN0408  ___________________________________________________________________
 LN0408* NAD 83(1992)-  40 06 11.85075(N)    108 51 31.63061(W)     ADJUSTED  
 LN0408* NAVD 88     -      1592.749  (meters)    5225.54   (feet)  ADJUSTED  
 LN0408  ___________________________________________________________________
 LN0408  X           -  -1,579,507.351 (meters)                     COMP
 LN0408  Y           -  -4,624,214.852 (meters)                     COMP
 LN0408  Z           -   4,087,780.134 (meters)                     COMP
 LN0408  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 LN0408  ELLIP HEIGHT-        1576.28  (meters)          (03/21/05) GPS OBS
 LN0408  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 LN0408  DYNAMIC HT  -        1591.308 (meters)    5220.82  (feet)  COMP
 LN0408  MODELED GRAV-     979,665.2   (mgal)                       NAVD 88
 LN0408
 LN0408  HORZ ORDER  -  FIRST
 LN0408  VERT ORDER  -  FIRST     CLASS II
 LN0408  ELLP ORDER  -  FOURTH    CLASS I
 LN0408
 LN0408.The horizontal coordinates were established by GPS observations
 LN0408.and adjusted by the CO DEPT OF HIGHWAYS in March 2005..
 LN0408
 LN0408.The orthometric height was determined by differential leveling
 LN0408.and adjusted by the National Geodetic Survey in June 1991..
 LN0408
 LN0408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LN0408
 LN0408.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0408
 LN0408.The ellipsoidal height was determined by GPS observations
 LN0408.and is referenced to NAD 83.
 LN0408
 LN0408.The geoid height was determined by GEOID03.
 LN0408
 LN0408.The dynamic height is computed by dividing the NAVD 88
 LN0408.geopotential number by the normal gravity value computed on the
 LN0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0408.degrees latitude (g = 980.6199 gals.).
 LN0408
 LN0408.The modeled gravity was interpolated from observed gravity values.
 LN0408
 LN0408;                    North         East     Units Scale Factor Converg.
 LN0408;SPC CO N     -   395,712.082   628,094.637   MT  0.99996014   -2 10 12.8
 LN0408;SPC CO N     - 1,298,265.39  2,060,673.82   sFT  0.99996014   -2 10 12.8
 LN0408;UTM  12      - 4,441,419.020   682,504.983   MT  1.00001005   +1 22 46.9
 LN0408
 LN0408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0408!SPC CO N     -   0.99975278  x   0.99996014  =   0.99971293
 LN0408!UTM  12      -   0.99975278  x   1.00001005  =   0.99976283
 LN0408
 LN0408                          SUPERSEDED SURVEY CONTROL
 LN0408
 LN0408  NAVD 88 (03/21/05) 1592.75   (m)         5225.5    (f) LEVELING    3  
 LN0408
 LN0408.Superseded values are not recommended for survey control.
 LN0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0408.See file dsdata.txt to determine how the superseded data were derived.
 LN0408
 LN0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK8250541419(NAD 83)
 LN0408_MARKER: I = METAL ROD
 LN0408_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LN0408_SP_SET: STAINLESS STEEL ROD
 LN0408_STAMPING: L 415 1984
 LN0408_MARK LOGO: NGS   
 LN0408_PROJECTION: FLUSH
 LN0408_MAGNETIC: I = MARKER IS A STEEL ROD
 LN0408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LN0408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0408+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004
 LN0408_ROD/PIPE-DEPTH: 11.0 meters
 LN0408
 LN0408  HISTORY     - Date     Condition        Report By
 LN0408  HISTORY     - 1984     MONUMENTED       NGS
 LN0408  HISTORY     - 20041106 GOOD             CODOT
 LN0408
 LN0408                          STATION DESCRIPTION
 LN0408
 LN0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LN0408'5.6 KM (3.5 MI) NW FROM RANGELY.
 LN0408'5.6 KM (3.5 MI) NORTHWESTERLY ALONG STATE HIGHWAY 64 FROM THE POST
 LN0408'OFFICE IN RANGELY, 0.2 KM (0.1 MI) SOUTHEAST OF MILEPOST 15, 50.0 M
 LN0408'(164.0 FT) NORTHWEST OF THE NORTHWEST END OF A GUARD RAIL, 22.3 M
 LN0408'(73.2 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 3.8 M (12.5 FT)
 LN0408'SOUTHEAST OF A FENCE CORNER, AND 3.5 M (11.5 FT) SOUTHEAST OF A
 LN0408'UTILITY POLE.  NOTE--ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH
 LN0408'LOGO CAP.
 LN0408'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 LN0408'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 LN0408
 LN0408                          STATION RECOVERY (2004)
 LN0408
 LN0408'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2004 (RM)
 LN0408'THE STATION IS LOCATED ABOUT 5.4 MI (8.7 KM) WEST OF RANGELY, 3 MI
 LN0408'(4.8 KM) WEST-NORTHWEST OF RANGELY AND 1.5 MI (2.4 KM) SOUTHEAST OF
 LN0408'CALIFORNIA CAMP, IN THE NORTHEAST 1/4 OF SECTION 32, T 2 N, R 102 W,
 LN0408'AT STATE HIGHWAY 64 MILEPOST 15.1. OWNERSHIP--COLORADO DEPT. OF
 LN0408'TRANSPORTATION RIGHT-OF-WAY
 LN0408' 
 LN0408'TO REACH THE STATION FROM THE POST OFFICE AT RANGELY, GO NORTHWESTERLY
 LN0408'ALONG STATE HIGHWAY 64 FOR 3.5 MI (5.6 KM) TO THE STATION ON THE
 LN0408'RIGHT. FROM THE INTERSECTION OF STATE HIGHWAY 64 AND COUNTY ROAD 1 (TO
 LN0408'BLUE MOUNTAIN) , GO WEST ON STATE HIGHWAY 64 FOR 0.25 MI (0.40 KM) TO
 LN0408'THE STATION ON THE RIGHT
 LN0408' 
 LN0408'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 11.0 M (36.1 FT) LONG
 LN0408'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCLOSED IN A 5-INCH PVC PIPE
 LN0408'WITH LOGO LID, SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.
 LN0408'IT IS 50.0 M (164.0 FT) NORTHWEST FROM THE NORTHWEST END OF A GUARD
 LN0408'RAIL, 22.3 M (73.2 FT) NORTH FROM THE CENTER LINE OF THE HIGHWAY,
 LN0408'13.45 M (44.13 FT) WEST FROM A UTILITY POLE NUMBER CO3563, 3.8 M (12.5
 LN0408'FT) SOUTHEAST FROM A FENCE CORNER, 0.3 M (1.0 FT) SOUTHWEST FROM A
 LN0408'WITNESS POST AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0342 ***********************************************************************
 JM0342  DESIGNATION -  L 416
 JM0342  PID         -  JM0342
 JM0342  STATE/COUNTY-  CO/DELTA
 JM0342  USGS QUAD   -  DELTA (1962)
 JM0342
 JM0342                         *CURRENT SURVEY CONTROL
 JM0342  ___________________________________________________________________
 JM0342* NAD 83(1986)-  38 42 49.     (N)    108 03 04.     (W)     SCALED    
 JM0342* NAVD 88     -      1539.315  (meters)    5050.24   (feet)  ADJUSTED  
 JM0342  ___________________________________________________________________
 JM0342  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 JM0342  DYNAMIC HT  -        1537.714 (meters)    5044.98  (feet)  COMP
 JM0342  MODELED GRAV-     979,534.7   (mgal)                       NAVD 88
 JM0342
 JM0342  VERT ORDER  -  FIRST     CLASS II
 JM0342
 JM0342.The horizontal coordinates were scaled from a topographic map and have
 JM0342.an estimated accuracy of +/- 6 seconds.
 JM0342
 JM0342.The orthometric height was determined by differential leveling
 JM0342.and adjusted by the National Geodetic Survey in June 1991..
 JM0342
 JM0342.The geoid height was determined by GEOID03.
 JM0342
 JM0342.The dynamic height is computed by dividing the NAVD 88
 JM0342.geopotential number by the normal gravity value computed on the
 JM0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0342.degrees latitude (g = 980.6199 gals.).
 JM0342
 JM0342.The modeled gravity was interpolated from observed gravity values.
 JM0342
 JM0342;                    North         East    Units  Estimated Accuracy
 JM0342;SPC CO C     -   405,630.      692,560.      MT  (+/- 180 meters Scaled)
 JM0342
 JM0342                          SUPERSEDED SURVEY CONTROL
 JM0342
 JM0342.No superseded survey control is available for this station.
 JM0342
 JM0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH564891(NAD 83)
 JM0342_MARKER: I = METAL ROD
 JM0342_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JM0342_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JM0342_STAMPING: L 416 1984
 JM0342_MARK LOGO: NGS   
 JM0342_PROJECTION: FLUSH
 JM0342_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0342+STABILITY: POSITION/ELEVATION WELL
 JM0342_ROD/PIPE-DEPTH: 13.4 meters
 JM0342_SLEEVE-DEPTH  : 13.1 meters
 JM0342
 JM0342  HISTORY     - Date     Condition        Report By
 JM0342  HISTORY     - 1984     MONUMENTED       NGS
 JM0342
 JM0342                          STATION DESCRIPTION
 JM0342
 JM0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JM0342'4.0 KM (2.5 MI) SE FROM DELTA.
 JM0342'4.0 KM (2.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 50 FROM ITS
 JM0342'JUNCTION WITH STATE HIGHWAY 92 IN DELTA, 18.8 M (61.7 FT) NORTHEAST
 JM0342'OF THE CENTERLINE OF THE NORTHWEST BOUND LANES OF THE HIGHWAY, 14.0 M
 JM0342'(45.9 FT) SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD E, AND 11.0 M
 JM0342'(36.1 FT) NORTHWEST OF THE EXTENDED CENTER OF A DRIVEWAY LEADING
 JM0342'NORTHEAST TO A WHITE HOUSE.  NOTE--ACCESS TO DATUM POINT IS HAD
 JM0342'THROUGH A 5-INCH LOGO CAP.
 JM0342'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST
 JM0342'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0912 ***********************************************************************
 JK0912  DESIGNATION -  L 417
 JK0912  PID         -  JK0912
 JK0912  STATE/COUNTY-  CO/CHAFFEE
 JK0912  USGS QUAD   -  SALIDA EAST (1983)
 JK0912
 JK0912                         *CURRENT SURVEY CONTROL
 JK0912  ___________________________________________________________________
 JK0912* NAD 83(1986)-  38 30 17.     (N)    105 57 21.     (W)     SCALED    
 JK0912* NAVD 88     -      2123.938  (meters)    6968.29   (feet)  ADJUSTED  
 JK0912  ___________________________________________________________________
 JK0912  GEOID HEIGHT-         -14.59  (meters)                     GEOID03
 JK0912  DYNAMIC HT  -        2121.366 (meters)    6959.85  (feet)  COMP
 JK0912  MODELED GRAV-     979,342.7   (mgal)                       NAVD 88
 JK0912
 JK0912  VERT ORDER  -  FIRST     CLASS II
 JK0912
 JK0912.The horizontal coordinates were scaled from a topographic map and have
 JK0912.an estimated accuracy of +/- 6 seconds.
 JK0912
 JK0912.The orthometric height was determined by differential leveling
 JK0912.and adjusted by the National Geodetic Survey in June 1991..
 JK0912
 JK0912.The geoid height was determined by GEOID03.
 JK0912
 JK0912.The dynamic height is computed by dividing the NAVD 88
 JK0912.geopotential number by the normal gravity value computed on the
 JK0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0912.degrees latitude (g = 980.6199 gals.).
 JK0912
 JK0912.The modeled gravity was interpolated from observed gravity values.
 JK0912
 JK0912;                    North         East    Units  Estimated Accuracy
 JK0912;SPC CO C     -   379,430.      874,640.      MT  (+/- 180 meters Scaled)
 JK0912
 JK0912                          SUPERSEDED SURVEY CONTROL
 JK0912
 JK0912.No superseded survey control is available for this station.
 JK0912
 JK0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC166622(NAD 83)
 JK0912_MARKER: DB = BENCH MARK DISK
 JK0912_SETTING: 66 = SET IN ROCK OUTCROP
 JK0912_SP_SET: ROCK OUTCROP
 JK0912_STAMPING: L 417 1984
 JK0912_MARK LOGO: NGS   
 JK0912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0912
 JK0912  HISTORY     - Date     Condition        Report By
 JK0912  HISTORY     - 1984     MONUMENTED       NGS
 JK0912
 JK0912                          STATION DESCRIPTION
 JK0912
 JK0912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0912'11.5 KM (7.15 MI) EAST FROM PONCHA SPRINGS.
 JK0912'11.5 KM (7.15 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS SOUTH
 JK0912'JUNCTION WITH U.S. HIGHWAY 285 IN PONCHA SPRINGS, SET VERTICALLY IN
 JK0912'THE NORTH FACE OF A 30 BY 206 FOOT EXPOSED AREA OF OUTCROPPING
 JK0912'BEDROCK IN A HIGHWAY CUT, 0.6 KM (0.35 MI) WEST OF MILEPOST 225, 0.3
 JK0912'KM (0.2 MI) WEST OF THE INTERSECTION OF COUNTY ROAD 101, 46.3 M
 JK0912'(151.9 FT) EAST OF THE WEST END OF THE CUT, 42.7 M (140.1 FT) WEST OF
 JK0912'THE CENTER OF A PRIVATE DRIVE, 16.5 M (54.1 FT) WEST OF THE EAST END
 JK0912'OF THE CUT, AND 8.5 M (27.9 FT) SOUTH OF THE CENTERLINE OF THE
 JK0912'HIGHWAY.
 JK0912'THE MARK IS 1.8 METERS  E FROM  A WITNESS POST
 JK0912'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0377 ***********************************************************************
 LK0377  DESIGNATION -  L 418
 LK0377  PID         -  LK0377
 LK0377  STATE/COUNTY-  CO/MORGAN
 LK0377  USGS QUAD   -  BRUSH WEST (1984)
 LK0377
 LK0377                         *CURRENT SURVEY CONTROL
 LK0377  ___________________________________________________________________
 LK0377* NAD 83(1986)-  40 16 05.     (N)    103 43 33.     (W)     SCALED    
 LK0377* NAVD 88     -      1299.940  (meters)    4264.89   (feet)  ADJUSTED  
 LK0377  ___________________________________________________________________
 LK0377  GEOID HEIGHT-         -19.56  (meters)                     GEOID03
 LK0377  DYNAMIC HT  -        1298.905 (meters)    4261.49  (feet)  COMP
 LK0377  MODELED GRAV-     979,784.2   (mgal)                       NAVD 88
 LK0377
 LK0377  VERT ORDER  -  FIRST     CLASS II
 LK0377
 LK0377.The horizontal coordinates were scaled from a topographic map and have
 LK0377.an estimated accuracy of +/- 6 seconds.
 LK0377
 LK0377.The orthometric height was determined by differential leveling
 LK0377.and adjusted by the National Geodetic Survey in June 1991..
 LK0377
 LK0377.The geoid height was determined by GEOID03.
 LK0377
 LK0377.The dynamic height is computed by dividing the NAVD 88
 LK0377.geopotential number by the normal gravity value computed on the
 LK0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0377.degrees latitude (g = 980.6199 gals.).
 LK0377
 LK0377.The modeled gravity was interpolated from observed gravity values.
 LK0377
 LK0377;                    North         East    Units  Estimated Accuracy
 LK0377;SPC CO N     -   410,090.    1,065,290.      MT  (+/- 180 meters Scaled)
 LK0377
 LK0377                          SUPERSEDED SURVEY CONTROL
 LK0377
 LK0377.No superseded survey control is available for this station.
 LK0377
 LK0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE083582(NAD 83)
 LK0377_MARKER: I = METAL ROD
 LK0377_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0377_SP_SET: STAINLESS STEEL ROD
 LK0377_STAMPING: L 418 1984
 LK0377_MARK LOGO: NGS   
 LK0377_PROJECTION: FLUSH
 LK0377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0377_ROD/PIPE-DEPTH: 22.0 meters
 LK0377
 LK0377  HISTORY     - Date     Condition        Report By
 LK0377  HISTORY     - 1984     MONUMENTED       NGS
 LK0377
 LK0377                          STATION DESCRIPTION
 LK0377
 LK0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LK0377'6.5 KM (4.05 MI) EAST FROM FORT MORGAN.
 LK0377'6.5 KM (4.05 MI) EASTERLY ALONG INTERSTATE HIGHWAY 76 FROM ITS
 LK0377'JUNCTION WITH STATE HIGHWAY 52 IN FORT MORGAN, 29.4 M (96.5 FT) NORTH
 LK0377'OF THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 4.8 M (15.7
 LK0377'FT) SOUTH OF THE CENTER OF A PRIVATE DRIVEWAY LEADING TO CLARK RANCH,
 LK0377'3.4 M (11.2 FT) EAST OF UTILITY POLE NUMBER 67-6, AND 3.1 M (10.2 FT)
 LK0377'EAST-SOUTHEAST OF THE SOUTH LEG OF A SIGN (CLARK RANCH).
 LK0377'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LK0377'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 LK0377'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0398 ***********************************************************************
 LK0398  DESIGNATION -  L 419
 LK0398  PID         -  LK0398
 LK0398  STATE/COUNTY-  CO/LOGAN
 LK0398  USGS QUAD   -  MERINO (1984)
 LK0398
 LK0398                         *CURRENT SURVEY CONTROL
 LK0398  ___________________________________________________________________
 LK0398* NAD 83(1986)-  40 29 41.     (N)    103 20 05.     (W)     SCALED    
 LK0398* NAVD 88     -      1228.604  (meters)    4030.84   (feet)  ADJUSTED  
 LK0398  ___________________________________________________________________
 LK0398  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 LK0398  DYNAMIC HT  -        1227.680 (meters)    4027.81  (feet)  COMP
 LK0398  MODELED GRAV-     979,830.4   (mgal)                       NAVD 88
 LK0398
 LK0398  VERT ORDER  -  FIRST     CLASS II
 LK0398
 LK0398.The horizontal coordinates were scaled from a topographic map and have
 LK0398.an estimated accuracy of +/- 6 seconds.
 LK0398
 LK0398.The orthometric height was determined by differential leveling
 LK0398.and adjusted by the National Geodetic Survey in June 1991..
 LK0398
 LK0398.The geoid height was determined by GEOID03.
 LK0398
 LK0398.The dynamic height is computed by dividing the NAVD 88
 LK0398.geopotential number by the normal gravity value computed on the
 LK0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0398.degrees latitude (g = 980.6199 gals.).
 LK0398
 LK0398.The modeled gravity was interpolated from observed gravity values.
 LK0398
 LK0398;                    North         East    Units  Estimated Accuracy
 LK0398;SPC CO N     -   435,990.    1,097,940.      MT  (+/- 180 meters Scaled)
 LK0398
 LK0398                          SUPERSEDED SURVEY CONTROL
 LK0398
 LK0398.No superseded survey control is available for this station.
 LK0398
 LK0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE411840(NAD 83)
 LK0398_MARKER: I = METAL ROD
 LK0398_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0398_SP_SET: STAINLESS STEEL ROD
 LK0398_STAMPING: L 419 1984
 LK0398_MARK LOGO: NGS   
 LK0398_PROJECTION: FLUSH
 LK0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0398_ROD/PIPE-DEPTH: 22.0 meters
 LK0398
 LK0398  HISTORY     - Date     Condition        Report By
 LK0398  HISTORY     - 1984     MONUMENTED       NGS
 LK0398
 LK0398                          STATION DESCRIPTION
 LK0398
 LK0398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LK0398'17.6 KM (10.95 MI) SW FROM STERLING.
 LK0398'17.6 KM (10.95 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 6 FROM ITS
 LK0398'JUNCTION WITH FRONT STREET IN STERLING, 41.8 M (137.1 FT) NORTHEAST
 LK0398'OF RAILROAD MILEPOST 69, 39.4 M (129.3 FT) SOUTHEAST OF THE
 LK0398'CENTERLINE OF THE HIGHWAY, 22.9 M (75.1 FT) SOUTHWEST OF THE CENTER
 LK0398'OF A FIELD ENTRANCE, 16.8 M (55.1 FT) WEST OF A UTILITY POLE, 14.3 M
 LK0398'(46.9 FT) SOUTHEAST OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD,
 LK0398'AND 1.9 M (6.2 FT) NORTHEAST OF A UTILITY POLE WITH A GUY WIRE.
 LK0398'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LK0398'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 LK0398'THE MARK IS 0.3 M BELOW THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0102 ***********************************************************************
 HM0102  DESIGNATION -  L 42
 HM0102  PID         -  HM0102
 HM0102  STATE/COUNTY-  CO/MONTEZUMA
 HM0102  USGS QUAD   -  BOWDISH CANYON (1979)
 HM0102
 HM0102                         *CURRENT SURVEY CONTROL
 HM0102  ___________________________________________________________________
 HM0102* NAD 83(1986)-  37 19 44.     (N)    108 52 43.     (W)     SCALED    
 HM0102* NAVD 88     -      1602.956  (meters)    5259.03   (feet)  ADJUSTED  
 HM0102  ___________________________________________________________________
 HM0102  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 HM0102  DYNAMIC HT  -        1601.076 (meters)    5252.86  (feet)  COMP
 HM0102  MODELED GRAV-     979,402.3   (mgal)                       NAVD 88
 HM0102
 HM0102  VERT ORDER  -  FIRST     CLASS II
 HM0102
 HM0102.The horizontal coordinates were scaled from a topographic map and have
 HM0102.an estimated accuracy of +/- 6 seconds.
 HM0102
 HM0102.The orthometric height was determined by differential leveling
 HM0102.and adjusted by the National Geodetic Survey in June 1991..
 HM0102
 HM0102.The geoid height was determined by GEOID03.
 HM0102
 HM0102.The dynamic height is computed by dividing the NAVD 88
 HM0102.geopotential number by the normal gravity value computed on the
 HM0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0102.degrees latitude (g = 980.6199 gals.).
 HM0102
 HM0102.The modeled gravity was interpolated from observed gravity values.
 HM0102
 HM0102;                    North         East    Units  Estimated Accuracy
 HM0102;SPC CO S     -   383,710.      615,040.      MT  (+/- 180 meters Scaled)
 HM0102
 HM0102                          SUPERSEDED SURVEY CONTROL
 HM0102
 HM0102  NGVD 29 (??/??/92) 1601.934  (m)         5255.68   (f) ADJ UNCH    1 2
 HM0102
 HM0102.Superseded values are not recommended for survey control.
 HM0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0102.See file dsdata.txt to determine how the superseded data were derived.
 HM0102
 HM0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG879334(NAD 83)
 HM0102_MARKER: DB = BENCH MARK DISK
 HM0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0102_STAMPING: L 42 1934
 HM0102_MARK LOGO: CGS   
 HM0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0102+STABILITY: SURFACE MOTION
 HM0102
 HM0102  HISTORY     - Date     Condition        Report By
 HM0102  HISTORY     - 1934     MONUMENTED       CGS
 HM0102  HISTORY     - 1975     GOOD             NGS
 HM0102  HISTORY     - 1984     GOOD             NGS
 HM0102
 HM0102                          STATION DESCRIPTION
 HM0102
 HM0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 HM0102'19.8 MI SW FROM CORTEZ.
 HM0102'CORTEZ, 3.0 MILES SSW ON US 666, THEN 16.8 MILES WEST ON STATE ROAD
 HM0102'NO. 32, JUST AFTER A RIGHT CURVE AROUND SANDSTONE BLUFF WITH
 HM0102'PETROGLYPHS (ON RIGHT), TO WALTER HALLS MAILBOX ON RIGHT, EAST SIDE OF
 HM0102'DRIVEWAY.  BM IS EIGHT FT. NW OF DRIVEWAY CENTER-LINE, 20 FT. NE OF
 HM0102'MAIN ROAD CENTER-LINE.
 HM0102
 HM0102                          STATION RECOVERY (1984)
 HM0102
 HM0102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HM0102'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  4.1 KM
 HM0102'(2.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 160 FROM ITS WEST JUNCTION WITH
 HM0102'U.S. HIGHWAY 666 IN CORTEZ, THENCE 25.7 KM (15.95 MI) WESTERLY ALONG A
 HM0102'PAVED (TURNING TO GRAVEL) ROAD, 15.5 KM (9.65 MI) EAST OF THE ISMAY
 HM0102'TRADING POST, 12.5 METERS (41.0 FT) NORTHEAST OF THE CENTER OF THE
 HM0102'ROAD, 6.3 METERS (20.7 FT) SOUTH OF A FENCE CORNER, AND 4.0 METERS
 HM0102'(13.1 FT) WEST OF THE CENTER OF A DRIVEWAY LEADING NORTH TO THE WALTER
 HM0102'HALL RESIDENCE.
 HM0102'THE MARK IS 5.8 METERS  E FROM A WITNESS POST.
 HM0102'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0156 ***********************************************************************
 KM0156  DESIGNATION -  L 420
 KM0156  PID         -  KM0156
 KM0156  STATE/COUNTY-  CO/RIO BLANCO
 KM0156  USGS QUAD   -  WHITE COYOTE DRAW (1973)
 KM0156
 KM0156                         *CURRENT SURVEY CONTROL
 KM0156  ___________________________________________________________________
 KM0156* NAD 83(1986)-  39 49 43.     (N)    108 44 50.     (W)     SCALED    
 KM0156* NAVD 88     -      1832.745  (meters)    6012.93   (feet)  ADJUSTED  
 KM0156  ___________________________________________________________________
 KM0156  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 KM0156  DYNAMIC HT  -        1830.959 (meters)    6007.07  (feet)  COMP
 KM0156  MODELED GRAV-     979,586.9   (mgal)                       NAVD 88
 KM0156
 KM0156  VERT ORDER  -  FIRST     CLASS II
 KM0156
 KM0156.The horizontal coordinates were scaled from a topographic map and have
 KM0156.an estimated accuracy of +/- 6 seconds.
 KM0156
 KM0156.The orthometric height was determined by differential leveling
 KM0156.and adjusted by the National Geodetic Survey in June 1991..
 KM0156
 KM0156.The geoid height was determined by GEOID03.
 KM0156
 KM0156.The dynamic height is computed by dividing the NAVD 88
 KM0156.geopotential number by the normal gravity value computed on the
 KM0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0156.degrees latitude (g = 980.6199 gals.).
 KM0156
 KM0156.The modeled gravity was interpolated from observed gravity values.
 KM0156
 KM0156;                    North         East    Units  Estimated Accuracy
 KM0156;SPC CO N     -   364,880.      636,480.      MT  (+/- 180 meters Scaled)
 KM0156
 KM0156                          SUPERSEDED SURVEY CONTROL
 KM0156
 KM0156.No superseded survey control is available for this station.
 KM0156
 KM0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK927111(NAD 83)
 KM0156_MARKER: I = METAL ROD
 KM0156_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KM0156_SP_SET: STAINLESS STEEL ROD
 KM0156_STAMPING: L 420 1984
 KM0156_MARK LOGO: NGS   
 KM0156_PROJECTION: FLUSH
 KM0156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0156_ROD/PIPE-DEPTH: 26.8 meters
 KM0156
 KM0156  HISTORY     - Date     Condition        Report By
 KM0156  HISTORY     - 1984     MONUMENTED       NGS
 KM0156  HISTORY     - 20060523 GOOD             GEOCAC
 KM0156
 KM0156                          STATION DESCRIPTION
 KM0156
 KM0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0156'32.7 KM (20.3 MI) SOUTH FROM RANGELY.
 KM0156'1.8 KM (1.1 MI) EAST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE IN
 KM0156'RANGELY, THENCE 30.9 KM (19.2 MI) SOUTHERLY ALONG STATE HIGHWAY 139,
 KM0156'1.8 KM (1.1 MI) NORTHEAST OF THE WEST SLOPE GAS COMPANIES DOUGLAS
 KM0156'HYDROCARBON PLANT, 19.2 M (63.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 KM0156'HIGHWAY, AND 1.4 M (4.6 FT) SOUTHWEST OF A UTILITY POLE.  NOTE--ACCESS
 KM0156'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KM0156'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 KM0156'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 KM0156
 KM0156                          STATION RECOVERY (2006)
 KM0156
 KM0156'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KM0156'FOUND ABOUT 81 FEET NORTH-NORTHEAST OF A CATTLE GUARD ACROSS A DIRT
 KM0156'ROAD LEADING SOUTHEAST.  HANDHELD COORDINATES ARE N39-49-41.04
 KM0156'W108-44-52.68.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0590 ***********************************************************************
 JL0590  DESIGNATION -  L 421
 JL0590  PID         -  JL0590
 JL0590  STATE/COUNTY-  CO/CHAFFEE
 JL0590  USGS QUAD   -  PONCHA PASS (1994)
 JL0590
 JL0590                         *CURRENT SURVEY CONTROL
 JL0590  ___________________________________________________________________
 JL0590* NAD 83(1986)-  38 29 40.     (N)    106 05 00.     (W)     SCALED    
 JL0590* NAVD 88     -      2347.248  (meters)    7700.93   (feet)  ADJUSTED  
 JL0590  ___________________________________________________________________
 JL0590  GEOID HEIGHT-         -14.55  (meters)                     GEOID03
 JL0590  DYNAMIC HT  -        2344.249 (meters)    7691.09  (feet)  COMP
 JL0590  MODELED GRAV-     979,267.8   (mgal)                       NAVD 88
 JL0590
 JL0590  VERT ORDER  -  FIRST     CLASS II
 JL0590
 JL0590.The horizontal coordinates were scaled from a topographic map and have
 JL0590.an estimated accuracy of +/- 6 seconds.
 JL0590
 JL0590.The orthometric height was determined by differential leveling
 JL0590.and adjusted by the National Geodetic Survey in June 1991..
 JL0590
 JL0590.The geoid height was determined by GEOID03.
 JL0590
 JL0590.The dynamic height is computed by dividing the NAVD 88
 JL0590.geopotential number by the normal gravity value computed on the
 JL0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0590.degrees latitude (g = 980.6199 gals.).
 JL0590
 JL0590.The modeled gravity was interpolated from observed gravity values.
 JL0590
 JL0590;                    North         East    Units  Estimated Accuracy
 JL0590;SPC CO C     -   378,350.      863,510.      MT  (+/- 180 meters Scaled)
 JL0590
 JL0590                          SUPERSEDED SURVEY CONTROL
 JL0590
 JL0590.No superseded survey control is available for this station.
 JL0590
 JL0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC055612(NAD 83)
 JL0590_MARKER: DB = BENCH MARK DISK
 JL0590_SETTING: 66 = SET IN ROCK OUTCROP
 JL0590_SP_SET: ROCK OUTCROP
 JL0590_STAMPING: L 421 1984
 JL0590_MARK LOGO: NGS   
 JL0590_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0590+STABILITY: POSITION/ELEVATION WELL
 JL0590
 JL0590  HISTORY     - Date     Condition        Report By
 JL0590  HISTORY     - 1984     MONUMENTED       NGS
 JL0590
 JL0590                          STATION DESCRIPTION
 JL0590
 JL0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0590'3.2 KM (2.0 MI) SOUTH FROM PONCHA SPRINGS.
 JL0590'3.2 KM (2.0 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM ITS NORTH
 JL0590'JUNCTION WITH U.S. HIGHWAY 50 IN PONCHA SPRINGS, SET ON A SMALL LEDGE
 JL0590'NEAR THE BOTTOM CENTER OF A VERTICAL EXPOSED AREA OF OUTCROPPING
 JL0590'BEDROCK, 50.9 M (167.0 FT) SOUTHWEST OF MILEPOST 125, AND 37.5 M
 JL0590'(123.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 JL0590'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST
 JL0590'THE MARK IS 2.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0562 ***********************************************************************
 JL0562  DESIGNATION -  L 422
 JL0562  PID         -  JL0562
 JL0562  STATE/COUNTY-  CO/GUNNISON
 JL0562  USGS QUAD   -  PAHLONE PEAK (1967)
 JL0562
 JL0562                         *CURRENT SURVEY CONTROL
 JL0562  ___________________________________________________________________
 JL0562* NAD 83(1986)-  38 28 06.     (N)    106 20 13.     (W)     SCALED    
 JL0562* NAVD 88     -      3187.945  (meters)   10459.12   (feet)  ADJUSTED  
 JL0562  ___________________________________________________________________
 JL0562  GEOID HEIGHT-         -14.12  (meters)                     GEOID03
 JL0562  DYNAMIC HT  -        3183.428 (meters)   10444.30  (feet)  COMP
 JL0562  MODELED GRAV-     979,095.2   (mgal)                       NAVD 88
 JL0562
 JL0562  VERT ORDER  -  FIRST     CLASS II
 JL0562
 JL0562.The horizontal coordinates were scaled from a topographic map and have
 JL0562.an estimated accuracy of +/- 6 seconds.
 JL0562
 JL0562.The orthometric height was determined by differential leveling
 JL0562.and adjusted by the National Geodetic Survey in June 1991..
 JL0562
 JL0562.The geoid height was determined by GEOID03.
 JL0562
 JL0562.The dynamic height is computed by dividing the NAVD 88
 JL0562.geopotential number by the normal gravity value computed on the
 JL0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0562.degrees latitude (g = 980.6199 gals.).
 JL0562
 JL0562.The modeled gravity was interpolated from observed gravity values.
 JL0562
 JL0562;                    North         East    Units  Estimated Accuracy
 JL0562;SPC CO C     -   375,630.      841,360.      MT  (+/- 180 meters Scaled)
 JL0562
 JL0562                          SUPERSEDED SURVEY CONTROL
 JL0562
 JL0562.No superseded survey control is available for this station.
 JL0562
 JL0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC833586(NAD 83)
 JL0562_MARKER: DB = BENCH MARK DISK
 JL0562_SETTING: 66 = SET IN ROCK OUTCROP
 JL0562_SP_SET: ROCK OUTCROP
 JL0562_STAMPING: L 422 1984
 JL0562_MARK LOGO: NGS   
 JL0562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0562
 JL0562  HISTORY     - Date     Condition        Report By
 JL0562  HISTORY     - 1984     MONUMENTED       NGS
 JL0562
 JL0562                          STATION DESCRIPTION
 JL0562
 JL0562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0562'32.8 KM (20.35 MI) WEST FROM PONCHA SPRINGS.
 JL0562'32.8 KM (20.35 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS NORTH
 JL0562'JUNCTION WITH U.S. HIGHWAY 285 IN PONCHA SPRINGS, IN A 2 BY 4 FOOT
 JL0562'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, ACROSS THE HIGHWAY FROM A
 JL0562'PULOUT, 4.4 KM (2.75 MI) SOUTH OF THE MONARCH PASS SUMMIT, 0.6 KM
 JL0562'(0.35 MI) SOUTH OF A UTILITY LINE CROSSING, AND 5.5 M (18.0 FT)
 JL0562'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 JL0562'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JL0562'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0545 ***********************************************************************
 JL0545  DESIGNATION -  L 423
 JL0545  PID         -  JL0545
 JL0545  STATE/COUNTY-  CO/GUNNISON
 JL0545  USGS QUAD   -  DOYLEVILLE (1962)
 JL0545
 JL0545                         *CURRENT SURVEY CONTROL
 JL0545  ___________________________________________________________________
 JL0545* NAD 83(1986)-  38 26 07.     (N)    106 32 32.     (W)     SCALED    
 JL0545* NAVD 88     -      2496.095  (meters)    8189.27   (feet)  ADJUSTED  
 JL0545  ___________________________________________________________________
 JL0545  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 JL0545  DYNAMIC HT  -        2492.891 (meters)    8178.76  (feet)  COMP
 JL0545  MODELED GRAV-     979,255.4   (mgal)                       NAVD 88
 JL0545
 JL0545  VERT ORDER  -  FIRST     CLASS II
 JL0545
 JL0545.The horizontal coordinates were scaled from a topographic map and have
 JL0545.an estimated accuracy of +/- 6 seconds.
 JL0545
 JL0545.The orthometric height was determined by differential leveling
 JL0545.and adjusted by the National Geodetic Survey in June 1991..
 JL0545
 JL0545.The geoid height was determined by GEOID03.
 JL0545
 JL0545.The dynamic height is computed by dividing the NAVD 88
 JL0545.geopotential number by the normal gravity value computed on the
 JL0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0545.degrees latitude (g = 980.6199 gals.).
 JL0545
 JL0545.The modeled gravity was interpolated from observed gravity values.
 JL0545
 JL0545;                    North         East    Units  Estimated Accuracy
 JL0545;SPC CO C     -   372,140.      823,410.      MT  (+/- 180 meters Scaled)
 JL0545
 JL0545                          SUPERSEDED SURVEY CONTROL
 JL0545
 JL0545.No superseded survey control is available for this station.
 JL0545
 JL0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC653552(NAD 83)
 JL0545_MARKER: I = METAL ROD
 JL0545_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JL0545_SP_SET: STAINLESS STEEL ROD
 JL0545_STAMPING: L 423 1984
 JL0545_MARK LOGO: NGS   
 JL0545_PROJECTION: FLUSH
 JL0545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0545_ROD/PIPE-DEPTH: 6.1  meters
 JL0545
 JL0545  HISTORY     - Date     Condition        Report By
 JL0545  HISTORY     - 1984     MONUMENTED       NGS
 JL0545
 JL0545                          STATION DESCRIPTION
 JL0545
 JL0545'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0545'36.7 KM (22.8 MI) EAST FROM GUNNISON.
 JL0545'36.7 KM (22.8 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JL0545'WITH STATE HIGHWAY 135 IN GUNNISON, 6.1 KM (3.8 MI) EAST OF THE
 JL0545'INTERSECTION OF COUNTY ROAD 45, 26.7 M (87.6 FT) NORTH OF THE
 JL0545'CENTERLINE OF THE HIGHWAY, 15.1 M (49.5 FT) EAST OF UTILITY POLE
 JL0545'NUMBER 50, AND 3.8 M (12.5 FT) EAST OF THE CENTER OF A FIELD ENTRANCE
 JL0545'AND THE EXTENDED CENTER OF A DRIVEWAY LEADING SOUTH TO A RANCH HOUSE.
 JL0545'NOTE=ACCESS TO THE DATUM POINT IS THROUGH 5-INCH LOG CAP.
 JL0545'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST
 JL0545'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0512 ***********************************************************************
 JL0512  DESIGNATION -  L 424
 JL0512  PID         -  JL0512
 JL0512  STATE/COUNTY-  CO/GUNNISON
 JL0512  USGS QUAD   -  CARPENTER RIDGE (1982)
 JL0512
 JL0512                         *CURRENT SURVEY CONTROL
 JL0512  ___________________________________________________________________
 JL0512* NAD 83(1986)-  38 28 55.     (N)    107 11 46.     (W)     SCALED    
 JL0512* NAVD 88     -      2309.564  (meters)    7577.29   (feet)  ADJUSTED  
 JL0512  ___________________________________________________________________
 JL0512  GEOID HEIGHT-         -14.47  (meters)                     GEOID03
 JL0512  DYNAMIC HT  -        2306.778 (meters)    7568.15  (feet)  COMP
 JL0512  MODELED GRAV-     979,339.4   (mgal)                       NAVD 88
 JL0512
 JL0512  VERT ORDER  -  FIRST     CLASS II
 JL0512
 JL0512.The horizontal coordinates were scaled from a topographic map and have
 JL0512.an estimated accuracy of +/- 6 seconds.
 JL0512
 JL0512.The orthometric height was determined by differential leveling
 JL0512.and adjusted by the National Geodetic Survey in June 1991..
 JL0512
 JL0512.The geoid height was determined by GEOID03.
 JL0512
 JL0512.The dynamic height is computed by dividing the NAVD 88
 JL0512.geopotential number by the normal gravity value computed on the
 JL0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0512.degrees latitude (g = 980.6199 gals.).
 JL0512
 JL0512.The modeled gravity was interpolated from observed gravity values.
 JL0512
 JL0512;                    North         East    Units  Estimated Accuracy
 JL0512;SPC CO C     -   378,180.      766,420.      MT  (+/- 180 meters Scaled)
 JL0512
 JL0512                          SUPERSEDED SURVEY CONTROL
 JL0512
 JL0512.No superseded survey control is available for this station.
 JL0512
 JL0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC084615(NAD 83)
 JL0512_MARKER: DB = BENCH MARK DISK
 JL0512_SETTING: 66 = SET IN ROCK OUTCROP
 JL0512_SP_SET: ROCK OUTCROP
 JL0512_STAMPING: L 424 1984
 JL0512_MARK LOGO: NGS   
 JL0512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0512
 JL0512  HISTORY     - Date     Condition        Report By
 JL0512  HISTORY     - 1984     MONUMENTED       NGS
 JL0512
 JL0512                          STATION DESCRIPTION
 JL0512
 JL0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0512'28.1 KM (17.45 MI) WEST FROM GUNNISON.
 JL0512'28.1 KM (17.45 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JL0512'WITH STATE HIGHWAY 135 IN GUNNISON, IN THE CENTER OF A 3 BY 6 FOOT
 JL0512'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 5.6 KM (3.5 MI) EAST OF THE
 JL0512'ENTRANCE TO THE DILLON PINNACLES REST AREA, 1.8 KM (1.1 MI) WEST OF
 JL0512'THE ENTRANCE TO THE EAST ELK GROUP USE AREA, 15.5 M (50.9 FT)
 JL0512'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 4.6 M (15.1 FT)
 JL0512'SOUTHEAST OF THE NORTHWEST END OF THE HIGHWAY CUT.
 JL0512'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 JL0512'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0485 ***********************************************************************
 JL0485  DESIGNATION -  L 425
 JL0485  PID         -  JL0485
 JL0485  STATE/COUNTY-  CO/GUNNISON
 JL0485  USGS QUAD   -  CURECANTI NEEDLE (1982)
 JL0485
 JL0485                         *CURRENT SURVEY CONTROL
 JL0485  ___________________________________________________________________
 JL0485* NAD 83(1986)-  38 23 47.     (N)    107 29 33.     (W)     SCALED    
 JL0485* NAVD 88     -      2276.989  (meters)    7470.42   (feet)  ADJUSTED  
 JL0485  ___________________________________________________________________
 JL0485  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 JL0485  DYNAMIC HT  -        2274.178 (meters)    7461.20  (feet)  COMP
 JL0485  MODELED GRAV-     979,312.9   (mgal)                       NAVD 88
 JL0485
 JL0485  VERT ORDER  -  FIRST     CLASS II
 JL0485
 JL0485.The horizontal coordinates were scaled from a topographic map and have
 JL0485.an estimated accuracy of +/- 6 seconds.
 JL0485
 JL0485.The orthometric height was determined by differential leveling
 JL0485.and adjusted by the National Geodetic Survey in June 1991..
 JL0485
 JL0485.The geoid height was determined by GEOID03.
 JL0485
 JL0485.The dynamic height is computed by dividing the NAVD 88
 JL0485.geopotential number by the normal gravity value computed on the
 JL0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0485.degrees latitude (g = 980.6199 gals.).
 JL0485
 JL0485.The modeled gravity was interpolated from observed gravity values.
 JL0485
 JL0485;                    North         East    Units  Estimated Accuracy
 JL0485;SPC CO C     -   369,210.      740,350.      MT  (+/- 180 meters Scaled)
 JL0485
 JL0485                          SUPERSEDED SURVEY CONTROL
 JL0485
 JL0485.No superseded survey control is available for this station.
 JL0485
 JL0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC823527(NAD 83)
 JL0485_MARKER: I = METAL ROD
 JL0485_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JL0485_SP_SET: STAINLESS STEEL ROD
 JL0485_STAMPING: L 425 1984
 JL0485_MARK LOGO: NGS   
 JL0485_PROJECTION: FLUSH
 JL0485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0485_ROD/PIPE-DEPTH: 5.8  meters
 JL0485
 JL0485  HISTORY     - Date     Condition        Report By
 JL0485  HISTORY     - 1984     MONUMENTED       NGS
 JL0485
 JL0485                          STATION DESCRIPTION
 JL0485
 JL0485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0485'39.4 KM (24.45 MI) EAST FROM MONTROSE.
 JL0485'39.4 KM (24.45 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JL0485'WITH U.S. HIGHWAY 550 IN MONTROSE, 0.7 KM (0.45 MI) EAST OF THE
 JL0485'MONTROSE-GUNNISON COUNTY LINE, ACROSS THE HIGHWAY FROM THE CENTER OF
 JL0485'THE TRAILER RANCH CAMPGROUND, 13.4 M (44.0 FT) NORTHEAST OF THE
 JL0485'CENTERLINE OF THE HIGHWAY, 2.9 M (9.5 FT) SOUTHEAST OF THE CENTER OF A
 JL0485'WIRE GATE, AND 0.3 M (1.0 FT) SOUTHWEST OF A FENCE.  NOTE=ACCESS TO
 JL0485'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 JL0485'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 JL0485'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0637 ***********************************************************************
 JL0637  DESIGNATION -  L 426
 JL0637  PID         -  JL0637
 JL0637  STATE/COUNTY-  CO/MONTROSE
 JL0637  USGS QUAD   -  MONTROSE EAST (1982)
 JL0637
 JL0637                         *CURRENT SURVEY CONTROL
 JL0637  ___________________________________________________________________
 JL0637* NAD 83(1986)-  38 25 27.     (N)    107 51 33.     (W)     SCALED    
 JL0637* NAVD 88     -      1820.233  (meters)    5971.88   (feet)  ADJUSTED  
 JL0637  ___________________________________________________________________
 JL0637  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 JL0637  DYNAMIC HT  -        1818.199 (meters)    5965.21  (feet)  COMP
 JL0637  MODELED GRAV-     979,446.9   (mgal)                       NAVD 88
 JL0637
 JL0637  VERT ORDER  -  FIRST     CLASS II
 JL0637
 JL0637.The horizontal coordinates were scaled from a topographic map and have
 JL0637.an estimated accuracy of +/- 6 seconds.
 JL0637
 JL0637.The orthometric height was determined by differential leveling
 JL0637.and adjusted by the National Geodetic Survey in June 1991..
 JL0637
 JL0637.The geoid height was determined by GEOID03.
 JL0637
 JL0637.The dynamic height is computed by dividing the NAVD 88
 JL0637.geopotential number by the normal gravity value computed on the
 JL0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0637.degrees latitude (g = 980.6199 gals.).
 JL0637
 JL0637.The modeled gravity was interpolated from observed gravity values.
 JL0637
 JL0637;                    North         East    Units  Estimated Accuracy
 JL0637;SPC CO S     -   502,460.      708,410.      MT  (+/- 180 meters Scaled)
 JL0637
 JL0637                          SUPERSEDED SURVEY CONTROL
 JL0637
 JL0637.No superseded survey control is available for this station.
 JL0637
 JL0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC504567(NAD 83)
 JL0637_MARKER: I = METAL ROD
 JL0637_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JL0637+WITH SETTING: INFORMATION.
 JL0637_SP_SET: SHALLOW-SET METAL ROD
 JL0637_STAMPING: L 426 1984
 JL0637_MARK LOGO: NGS   
 JL0637_PROJECTION: FLUSH
 JL0637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0637+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2004
 JL0637_ROD/PIPE-DEPTH: 2.3  meters
 JL0637
 JL0637  HISTORY     - Date     Condition        Report By
 JL0637  HISTORY     - 1984     MONUMENTED       NGS
 JL0637  HISTORY     - 20040919 GOOD             USPSQD
 JL0637
 JL0637                          STATION DESCRIPTION
 JL0637
 JL0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0637'6.5 KM (4.05 MI) SOUTH FROM MONTROSE.
 JL0637'6.5 KM (4.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM THE POST OFFICE
 JL0637'IN MONTROSE, 1.5 KM (0.95 MI) SOUTHEAST OF A HIGHWAY BRIDGE SPANNING
 JL0637'THE UNCOMPAHGRE RIVER, 0.2 KM (0.1 MI) NORTHWEST OF A HIGHWAY BRIDGE
 JL0637'SPANNING HORSEFLY CREEK, 63.4 M (208.0 FT) SOUTHWEST OF THE CENTERLINE
 JL0637'OF THE HIGHWAY, 56.6 M (185.7 FT) SOUTHEAST OF THE MOST SOUTHERLY
 JL0637'ENTRANCE TO THE VALLEY LAWNS CEMETERY, 8.8 M (28.9 FT) SOUTHWEST OF
 JL0637'THE CENTER OF A GRAVELED ROAD, AND 0.5 M (1.6 FT) NORTHEAST OF A FENCE
 JL0637'CORNER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JL0637'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST
 JL0637'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JL0637
 JL0637                          STATION RECOVERY (2004)
 JL0637
 JL0637'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 JL0637'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0161 ***********************************************************************
 KM0161  DESIGNATION -  L 427
 KM0161  PID         -  KM0161
 KM0161  STATE/COUNTY-  CO/RIO BLANCO
 KM0161  USGS QUAD   -  BIG FOUNDATION CREEK (1964)
 KM0161
 KM0161                         *CURRENT SURVEY CONTROL
 KM0161  ___________________________________________________________________
 KM0161* NAD 83(1992)-  39 44 15.67973(N)    108 47 48.57568(W)     ADJUSTED  
 KM0161* NAVD 88     -      1966.522  (meters)    6451.83   (feet)  ADJUSTED  
 KM0161  ___________________________________________________________________
 KM0161  X           -  -1,582,994.288 (meters)                     COMP
 KM0161  Y           -  -4,650,859.528 (meters)                     COMP
 KM0161  Z           -   4,056,878.656 (meters)                     COMP
 KM0161  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 KM0161  ELLIP HEIGHT-        1950.46  (meters)          (12/03/02) GPS OBS
 KM0161  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 KM0161  DYNAMIC HT  -        1964.533 (meters)    6445.31  (feet)  COMP
 KM0161  MODELED GRAV-     979,544.9   (mgal)                       NAVD 88
 KM0161
 KM0161  HORZ ORDER  -  FIRST
 KM0161  VERT ORDER  -  FIRST     CLASS II
 KM0161  ELLP ORDER  -  FOURTH    CLASS II
 KM0161
 KM0161.The horizontal coordinates were established by GPS observations
 KM0161.and adjusted by the CO DEPT OF TRANSP in October 2002..
 KM0161
 KM0161.The orthometric height was determined by differential leveling
 KM0161.and adjusted by the National Geodetic Survey in June 1991..
 KM0161
 KM0161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KM0161
 KM0161.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0161
 KM0161.The ellipsoidal height was determined by GPS observations
 KM0161.and is referenced to NAD 83.
 KM0161
 KM0161.The geoid height was determined by GEOID03.
 KM0161
 KM0161.The dynamic height is computed by dividing the NAVD 88
 KM0161.geopotential number by the normal gravity value computed on the
 KM0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0161.degrees latitude (g = 980.6199 gals.).
 KM0161
 KM0161.The modeled gravity was interpolated from observed gravity values.
 KM0161
 KM0161;                    North         East     Units Scale Factor Converg.
 KM0161;SPC CO N     -   354,948.896   631,864.850   MT  0.99999667   -2 07 48.7
 KM0161;SPC CO N     - 1,164,528.17  2,073,043.26   sFT  0.99999667   -2 07 48.7
 KM0161;UTM  12      - 4,400,964.908   688,788.444   MT  1.00003881   +1 24 31.8
 KM0161
 KM0161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0161!SPC CO N     -   0.99969410  x   0.99999667  =   0.99969077
 KM0161!UTM  12      -   0.99969410  x   1.00003881  =   0.99973290
 KM0161
 KM0161                          SUPERSEDED SURVEY CONTROL
 KM0161
 KM0161  ELLIP H (10/09/02) 1950.46   (m)                       GP(       ) 4 1
 KM0161  NAVD 88 (10/09/02) 1966.52   (m)         6451.8    (f) LEVELING    3  
 KM0161
 KM0161.Superseded values are not recommended for survey control.
 KM0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0161.See file dsdata.txt to determine how the superseded data were derived.
 KM0161
 KM0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK8878800965(NAD 83)
 KM0161_MARKER: DB = BENCH MARK DISK
 KM0161_SETTING: 66 = SET IN ROCK OUTCROP
 KM0161_SP_SET: ROCK OUTCROP
 KM0161_STAMPING: L 427 1984
 KM0161_MARK LOGO: NGS   
 KM0161_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KM0161_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0161+STABILITY: POSITION/ELEVATION WELL
 KM0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0161+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2001
 KM0161
 KM0161  HISTORY     - Date     Condition        Report By
 KM0161  HISTORY     - 1984     MONUMENTED       NGS
 KM0161  HISTORY     - 20011103 GOOD             NGS
 KM0161
 KM0161                          STATION DESCRIPTION
 KM0161
 KM0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0161'43.9 KM (27.3 MI) SOUTH FROM RANGELY.
 KM0161'1.8 KM (1.1 MI) EAST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE IN
 KM0161'RANGELY, THENCE 42.1 KM (26.2 MI) SOUTHERLY ALONG STATE HIGHWAY 139,
 KM0161'IN THE NORTHERN 1/4 OF A 48.0 BY 86.0 FOOT EXPOSED AREA OF OUTCROPPING
 KM0161'BEDROCK, 2.8 KM (1.75 MI) NORTH OF THE INTERSECTION OF A DIRT ROAD
 KM0161'LEADING SOUTHWEST TO WOLF CANYON, 0.6 KM (0.35 MI) SOUTH OF THE
 KM0161'INTERSECTION OF A DIRT ROAD LEADING SOUTHWEST TO WEST CREEK, 75.3 M
 KM0161'(247.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 6.1 M (20.0 FT)
 KM0161'SOUTH OF THE NORTH END AND 5.8 M (19.0 FT) WEST OF THE EAST END OF THE
 KM0161'OUTCROP.
 KM0161'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 KM0161'THE MARK IS 1.6 M ABOVE THE HIGHWAY.
 KM0161
 KM0161                          STATION RECOVERY (2001)
 KM0161
 KM0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 KM0161'THE STATION IS LOCATED 9.6 MI NORTH OF DOUGLAS PASS, 23.5 MI SOUTH OF
 KM0161'RANGELY AND
 KM0161'6.3 MI NORTH OF THE RIO BLANCO-GARFIELD COUNTY LINE, IN THE SOUTHWEST
 KM0161'1/4 OF SECTION 36, T
 KM0161'3 S, R 102 W, AT STATE HIGHWAY MILEPOST 45.4. OWNERSHIP--U. S. BUREAU
 KM0161'OF LAND MANAGEMENT.
 KM0161' 
 KM0161'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 64 AND
 KM0161'STATE HIGHWAY 139,
 KM0161'EAST OF RANGELY, GO SOUTH ON STATE HIGHWAY 139 FOR 26.2 MI TO THE
 KM0161'STATION ON THE RIGHT,
 KM0161'1.75 MI NORTH FROM THE INTERSECTION OF A DIRT ROAD LEADING SOUTHWEST
 KM0161'TO WOLF CANYON.
 KM0161' 
 KM0161'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF A
 KM0161'SANDSTONE ROCK
 KM0161'OUTCROP. IT IS 75.3 M WEST FROM THE CENTER LINE OF THE HIGHWAY, 59.5 M
 KM0161'WEST FROM THE
 KM0161'WESTERN RIGHT-OF-WAY FENCE, 6.1 M SOUTH FROM THE NORTH END OF THE
 KM0161'OUTCROP, 5.8 M WEST
 KM0161'FROM THE EAST END OF THE OUTCROP, 0.3 M NORTH FROM A WITNESS POST AND
 KM0161'ABOUT 1.6 M
 KM0161'ABOVE THE HIGHWAY.
 KM0161' 
 KM0161'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0220 ***********************************************************************
 KM0220  DESIGNATION -  L 428
 KM0220  PID         -  KM0220
 KM0220  STATE/COUNTY-  CO/MESA
 KM0220  USGS QUAD   -  GRAND JUNCTION (1973)
 KM0220
 KM0220                         *CURRENT SURVEY CONTROL
 KM0220  ___________________________________________________________________
 KM0220* NAD 83(1986)-  39 03 23.     (N)    108 33 54.     (W)     SCALED    
 KM0220* NAVD 88     -      1391.476  (meters)    4565.20   (feet)  ADJUSTED  
 KM0220  ___________________________________________________________________
 KM0220  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 KM0220  DYNAMIC HT  -        1390.140 (meters)    4560.82  (feet)  COMP
 KM0220  MODELED GRAV-     979,620.0   (mgal)                       NAVD 88
 KM0220
 KM0220  VERT ORDER  -  FIRST     CLASS II
 KM0220
 KM0220.The horizontal coordinates were scaled from a topographic map and have
 KM0220.an estimated accuracy of +/- 6 seconds.
 KM0220
 KM0220.The orthometric height was determined by differential leveling
 KM0220.and adjusted by the National Geodetic Survey in June 1991..
 KM0220
 KM0220.The geoid height was determined by GEOID03.
 KM0220
 KM0220.The dynamic height is computed by dividing the NAVD 88
 KM0220.geopotential number by the normal gravity value computed on the
 KM0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0220.degrees latitude (g = 980.6199 gals.).
 KM0220
 KM0220.The modeled gravity was interpolated from observed gravity values.
 KM0220
 KM0220;                    North         East    Units  Estimated Accuracy
 KM0220;SPC CO C     -   445,040.      649,170.      MT  (+/- 180 meters Scaled)
 KM0220
 KM0220                          SUPERSEDED SURVEY CONTROL
 KM0220
 KM0220.No superseded survey control is available for this station.
 KM0220
 KM0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ106258(NAD 83)
 KM0220_MARKER: I = METAL ROD
 KM0220_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KM0220_SP_SET: STAINLESS STEEL ROD
 KM0220_STAMPING: L 428 1984
 KM0220_MARK LOGO: NGS   
 KM0220_PROJECTION: FLUSH
 KM0220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0220_ROD/PIPE-DEPTH: 4.6  meters
 KM0220
 KM0220  HISTORY     - Date     Condition        Report By
 KM0220  HISTORY     - 1984     MONUMENTED       NGS
 KM0220
 KM0220                          STATION DESCRIPTION
 KM0220
 KM0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0220'IN GRAND JUNCTION.
 KM0220'IN GRAND JUNCTION, AT THE INTERSECTION OF U.S. HIGHWAY 50 AND NOLAND
 KM0220'AVENUE, 92.7 M (304.1 FT) SOUTH OF THE CENTER OF THE AVENUE, 23.4 M
 KM0220'(76.8 FT) WEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES OF THE
 KM0220'HIGHWAY, 16.8 M (55.1 FT) WEST OF STREET LIGHT POLE NUMBER 53.62,
 KM0220'14.7 M (48.2 FT) NORTH OF A DRIVEWAY LEADING TO ROCKY MOUNTAIN COURT,
 KM0220'AND 0.4 M (1.3 FT) SOUTH OF A FENCE CORNER.  NOTE--ACCESS TO DATUM
 KM0220'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KM0220'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 KM0220'THE MARK IS 1.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0355 ***********************************************************************
 JM0355  DESIGNATION -  L 429
 JM0355  PID         -  JM0355
 JM0355  STATE/COUNTY-  CO/DELTA
 JM0355  USGS QUAD   -  DOMINGUEZ (1969)
 JM0355
 JM0355                         *CURRENT SURVEY CONTROL
 JM0355  ___________________________________________________________________
 JM0355* NAD 83(1992)-  38 47 54.82438(N)    108 15 54.45593(W)     ADJUSTED  
 JM0355* NAVD 88     -      1595.930  (meters)    5235.98   (feet)  ADJUSTED  
 JM0355  ___________________________________________________________________
 JM0355  X           -  -1,560,365.737 (meters)                     COMP
 JM0355  Y           -  -4,727,760.829 (meters)                     COMP
 JM0355  Z           -   3,975,903.040 (meters)                     COMP
 JM0355  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 JM0355  ELLIP HEIGHT-        1579.20  (meters)          (12/03/02) GPS OBS
 JM0355  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 JM0355  DYNAMIC HT  -        1594.292 (meters)    5230.61  (feet)  COMP
 JM0355  MODELED GRAV-     979,545.9   (mgal)                       NAVD 88
 JM0355
 JM0355  HORZ ORDER  -  FIRST
 JM0355  VERT ORDER  -  FIRST     CLASS II
 JM0355  ELLP ORDER  -  FOURTH    CLASS II
 JM0355
 JM0355.The horizontal coordinates were established by GPS observations
 JM0355.and adjusted by the National Geodetic Survey in June 1996..
 JM0355
 JM0355.The orthometric height was determined by differential leveling
 JM0355.and adjusted by the National Geodetic Survey in June 1991..
 JM0355
 JM0355.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JM0355
 JM0355.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0355
 JM0355.The ellipsoidal height was determined by GPS observations
 JM0355.and is referenced to NAD 83.
 JM0355
 JM0355.The geoid height was determined by GEOID03.
 JM0355
 JM0355.The dynamic height is computed by dividing the NAVD 88
 JM0355.geopotential number by the normal gravity value computed on the
 JM0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0355.degrees latitude (g = 980.6199 gals.).
 JM0355
 JM0355.The modeled gravity was interpolated from observed gravity values.
 JM0355
 JM0355;                    North         East     Units Scale Factor Converg.
 JM0355;SPC CO C     -   415,603.006   674,240.306   MT  0.99994977   -1 44 38.2
 JM0355;SPC CO C     - 1,363,524.20  2,212,070.07   sFT  0.99994977   -1 44 38.2
 JM0355;UTM  12      - 4,297,976.456   737,507.064   MT  1.00029469   +1 42 51.9
 JM0355
 JM0355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0355!SPC CO C     -   0.99975229  x   0.99994977  =   0.99970207
 JM0355!UTM  12      -   0.99975229  x   1.00029469  =   1.00004690
 JM0355
 JM0355                          SUPERSEDED SURVEY CONTROL
 JM0355
 JM0355  ELLIP H (06/19/96) 1579.26   (m)                       GP(       ) 3 1
 JM0355  NAVD 88 (06/19/96) 1595.93   (m)         5236.0    (f) LEVELING    3  
 JM0355
 JM0355.Superseded values are not recommended for survey control.
 JM0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0355.See file dsdata.txt to determine how the superseded data were derived.
 JM0355
 JM0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH3750797976(NAD 83)
 JM0355_MARKER: I = METAL ROD
 JM0355_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JM0355_SP_SET: STAINLESS STEEL ROD
 JM0355_STAMPING: L 429 1984
 JM0355_MARK LOGO: NGS   
 JM0355_PROJECTION: FLUSH
 JM0355_MAGNETIC: I = MARKER IS A STEEL ROD
 JM0355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JM0355_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JM0355+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2006
 JM0355_ROD/PIPE-DEPTH: 3.1  meters
 JM0355
 JM0355  HISTORY     - Date     Condition        Report By
 JM0355  HISTORY     - 1984     MONUMENTED       NGS
 JM0355  HISTORY     - 19950713 GOOD             CODOT
 JM0355  HISTORY     - 20060227 GOOD             GEOCAC
 JM0355
 JM0355                          STATION DESCRIPTION
 JM0355
 JM0355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JM0355'20.7 KM (12.85 MI) NW FROM DELTA.
 JM0355'20.7 KM (12.85 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 50 FROM ITS
 JM0355'JUNCTION WITH STATE HIGHWAY 92 IN DELTA, 1.8 KM (1.1 MI) SOUTHEAST OF
 JM0355'THE INTERSECTION OF COUNTY ROAD 50, 93.0 M (305.1 FT) NORTHWEST OF
 JM0355'MILEPOST 58, 60.0 M (196.8 FT) NORTHEAST OF THE CENTERLINE OF THE
 JM0355'HIGHWAY, 46.0 M (150.9 FT) NORTHEAST OF THE NORTHEAST END OF A
 JM0355'48-INCH METAL DRAINAGE PIPE, AND 7.8 M (25.6 FT) NORTHWEST OF THE
 JM0355'CENTER OF A GRAVELED ROAD LEADING NORTHEAST.  NOTE--ACCESS TO DATUM
 JM0355'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JM0355'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 JM0355'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JM0355
 JM0355                          STATION RECOVERY (1995)
 JM0355
 JM0355'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (LJ)
 JM0355'THE STATION IS LOCATED ABOUT 13 MI (20.9 KM) EAST OF DELTA, 5.3 MI
 JM0355'(8.5 KM) SOUTH OF THE DELTA-MESA COUNTY LINE, 3 MI (4.8 KM) EAST OF
 JM0355'THE OLD TOWN OF DOMINGUEZ, IN THE NORTHWEST 1/4 OF SECTION 21, T 4 S,
 JM0355'R 3 E, AT STATE HIGHWAY 50 MILEPOST 57.95.  OWNERSHIP--U.S. BUREAU OF
 JM0355'LAND MANAGEMENT.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 JM0355'HIGHWAY 50 AND STATE HIGHWAY 92 IN DELTA, GO NORTHWESTERLY FOR 12.85
 JM0355'MI (20.68 KM) TO THE STATION ON THE RIGHT, 1.1 MI (1.8 KM) SOUTHEAST
 JM0355'OF THE INTERSECTION OF COUNTY ROAD 50.  THE STATION IS A PUNCH MARK
 JM0355'TOP CENTER ON A STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A
 JM0355'5-INCH PVC PIPE WITH A LOGO CAP SET IN A 0.6 M (2.0 FT) CONCRETE
 JM0355'COLLAR FLUSH WITH THE GROUND.  IT IS 52.5 M (172.2 FT) NORTHEAST OF
 JM0355'THE CENTER LINE OF U.S. HIGHWAY 50, 45.6 M (149.6 FT) EAST-NORTHEAST
 JM0355'OF THE TOP CENTER OF A 4-FOOT BY 4-FOOT CONCRETE CULVERT, 11.6 M (38.1
 JM0355'FT) NORTH OF THE CENTER OF A DIRT ROAD, 8.3 M (27.2 FT) WEST OF THE
 JM0355'CENTER OF A DIRT ROAD AND 0.4 M (1.3 FT) SOUTH-SOUTHEAST OF A WITNESS
 JM0355'POST, ABOUT THE SAME ELEVATION AS THE HIGHWAY AND A MAGNET WAS LEFT IN
 JM0355'THE HOLE.  ROD IS FLUSH WITH THE GROUND.
 JM0355
 JM0355                          STATION RECOVERY (2006)
 JM0355
 JM0355'RECOVERY NOTE BY GEOCACHING 2006 (BAB)
 JM0355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0022 ***********************************************************************
 LM0022  DESIGNATION -  L 43
 LM0022  PID         -  LM0022
 LM0022  STATE/COUNTY-  CO/JACKSON
 LM0022  USGS QUAD   -  COWDREY (1956)
 LM0022
 LM0022                         *CURRENT SURVEY CONTROL
 LM0022  ___________________________________________________________________
 LM0022* NAD 83(1986)-  40 51 07.     (N)    106 19 04.     (W)     SCALED    
 LM0022* NAVD 88     -      2417.072  (meters)    7930.01   (feet)  ADJUSTED  
 LM0022  ___________________________________________________________________
 LM0022  GEOID HEIGHT-         -11.69  (meters)                     GEOID03
 LM0022  DYNAMIC HT  -        2414.610 (meters)    7921.93  (feet)  COMP
 LM0022  MODELED GRAV-     979,518.7   (mgal)                       NAVD 88
 LM0022
 LM0022  VERT ORDER  -  FIRST     CLASS II
 LM0022
 LM0022.The horizontal coordinates were scaled from a topographic map and have
 LM0022.an estimated accuracy of +/- 6 seconds.
 LM0022
 LM0022.The orthometric height was determined by differential leveling
 LM0022.and adjusted by the National Geodetic Survey in June 1991..
 LM0022
 LM0022.The geoid height was determined by GEOID03.
 LM0022
 LM0022.The dynamic height is computed by dividing the NAVD 88
 LM0022.geopotential number by the normal gravity value computed on the
 LM0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0022.degrees latitude (g = 980.6199 gals.).
 LM0022
 LM0022.The modeled gravity was interpolated from observed gravity values.
 LM0022
 LM0022;                    North         East    Units  Estimated Accuracy
 LM0022;SPC CO N     -   473,740.      845,440.      MT  (+/- 180 meters Scaled)
 LM0022
 LM0022                          SUPERSEDED SURVEY CONTROL
 LM0022
 LM0022  NGVD 29 (??/??/92) 2415.731  (m)         7925.61   (f) ADJ UNCH    1 2
 LM0022
 LM0022.Superseded values are not recommended for survey control.
 LM0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0022.See file dsdata.txt to determine how the superseded data were derived.
 LM0022
 LM0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF889231(NAD 83)
 LM0022_MARKER: DB = BENCH MARK DISK
 LM0022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0022_STAMPING: L 43 1934
 LM0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0022+STABILITY: SURFACE MOTION
 LM0022
 LM0022  HISTORY     - Date     Condition        Report By
 LM0022  HISTORY     - 1934     MONUMENTED       CGS
 LM0022  HISTORY     - 1956     GOOD             NGS
 LM0022
 LM0022                          STATION DESCRIPTION
 LM0022
 LM0022'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LM0022'8.9 MI N FROM WALDEN.
 LM0022'8.9 MILES NORTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 LM0022'RAILROAD FROM THE STATION AT WALDEN, 0.9 MILE SOUTHEAST OF THE
 LM0022'CROSSING OF COUNTY ROAD 6, 11 POLES SOUTHEAST OF MILEPOST 83, 75 YARDS
 LM0022'SOUTHEAST OF A PRIVATE ROAD CROSSING, 41.5 FEET SOUTHWEST OF THE
 LM0022'SOUTHWEST RAIL, 42 FEET SOUTHEAST OF THE 2ND POLE SOUTHEAST OF A
 LM0022'PRIVATE ROAD CROSSING, 2 FEET NORTHEAST OF A WITNESS POST, 0.9 MILE
 LM0022'SOUTH OF BENCH MARK K 316, SET IN THE TOP OF A CONCRETE POST WHICH
 LM0022'PROJECTS 0.2 FOOT ABOVE THE GROUND, IN THE SOUTHWEST 1/4 OF SECTION
 LM0022'12, TOWNSHIP 10 NORTH, RANGE 80 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0962 ***********************************************************************
 JK0962  DESIGNATION -  L 430
 JK0962  PID         -  JK0962
 JK0962  STATE/COUNTY-  CO/FREMONT
 JK0962  USGS QUAD   -  PIERCE GULCH (1994)
 JK0962
 JK0962                         *CURRENT SURVEY CONTROL
 JK0962  ___________________________________________________________________
 JK0962* NAD 83(1986)-  38 23 29.     (N)    104 58 05.     (W)     SCALED    
 JK0962* NAVD 88     -      1570.192  (meters)    5151.54   (feet)  ADJUSTED  
 JK0962  ___________________________________________________________________
 JK0962  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 JK0962  DYNAMIC HT  -        1568.519 (meters)    5146.05  (feet)  COMP
 JK0962  MODELED GRAV-     979,508.3   (mgal)                       NAVD 88
 JK0962
 JK0962  VERT ORDER  -  FIRST     CLASS II
 JK0962
 JK0962.The horizontal coordinates were scaled from a topographic map and have
 JK0962.an estimated accuracy of +/- 6 seconds.
 JK0962
 JK0962.The orthometric height was determined by differential leveling
 JK0962.and adjusted by the National Geodetic Survey in June 1991..
 JK0962
 JK0962.The geoid height was determined by GEOID03.
 JK0962
 JK0962.The dynamic height is computed by dividing the NAVD 88
 JK0962.geopotential number by the normal gravity value computed on the
 JK0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0962.degrees latitude (g = 980.6199 gals.).
 JK0962
 JK0962.The modeled gravity was interpolated from observed gravity values.
 JK0962
 JK0962;                    North         East    Units  Estimated Accuracy
 JK0962;SPC CO C     -   366,890.      960,880.      MT  (+/- 180 meters Scaled)
 JK0962
 JK0962                          SUPERSEDED SURVEY CONTROL
 JK0962
 JK0962.No superseded survey control is available for this station.
 JK0962
 JK0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC027492(NAD 83)
 JK0962_MARKER: DB = BENCH MARK DISK
 JK0962_SETTING: 66 = SET IN ROCK OUTCROP
 JK0962_SP_SET: ROCK OUTCROP
 JK0962_STAMPING: L 430 1984
 JK0962_MARK LOGO: NGS   
 JK0962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0962
 JK0962  HISTORY     - Date     Condition        Report By
 JK0962  HISTORY     - 1984     MONUMENTED       NGS
 JK0962
 JK0962                          STATION DESCRIPTION
 JK0962
 JK0962'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0962'25.0 KM (15.55 MI) EAST FROM CANON CITY.
 JK0962'25.0 KM (15.55 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JK0962'WITH STATE HIGHWAY 115 IN CANON CITY, IN THE CENTER OF A 1.5 BY 2.5
 JK0962'FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 25.0 M (82.0 FT) SOUTHEAST
 JK0962'OF THE CENTERLINE OF STATE HIGHWAY 120, 21.2 M (69.6 FT) SOUTHWEST OF
 JK0962'THE CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 11.3 M (37.1
 JK0962'FT) SOUTHEAST OF A UTILITY POLE, AND 1.0 M (3.3 FT) NORTHEAST OF A
 JK0962'FENCE.
 JK0962'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 JK0962'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0941 ***********************************************************************
 JK0941  DESIGNATION -  L 431
 JK0941  PID         -  JK0941
 JK0941  STATE/COUNTY-  CO/FREMONT
 JK0941  USGS QUAD   -  ROYAL GORGE (1994)
 JK0941
 JK0941                         *CURRENT SURVEY CONTROL
 JK0941  ___________________________________________________________________
 JK0941* NAD 83(1986)-  38 29 03.     (N)    105 22 17.     (W)     SCALED    
 JK0941* NAVD 88     -      1765.349  (meters)    5791.82   (feet)  ADJUSTED  
 JK0941  ___________________________________________________________________
 JK0941  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 JK0941  DYNAMIC HT  -        1763.387 (meters)    5785.38  (feet)  COMP
 JK0941  MODELED GRAV-     979,455.2   (mgal)                       NAVD 88
 JK0941
 JK0941  VERT ORDER  -  FIRST     CLASS II
 JK0941
 JK0941.The horizontal coordinates were scaled from a topographic map and have
 JK0941.an estimated accuracy of +/- 6 seconds.
 JK0941
 JK0941.The orthometric height was determined by differential leveling
 JK0941.and adjusted by the National Geodetic Survey in June 1991..
 JK0941
 JK0941.The geoid height was determined by GEOID03.
 JK0941
 JK0941.The dynamic height is computed by dividing the NAVD 88
 JK0941.geopotential number by the normal gravity value computed on the
 JK0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0941.degrees latitude (g = 980.6199 gals.).
 JK0941
 JK0941.The modeled gravity was interpolated from observed gravity values.
 JK0941
 JK0941;                    North         East    Units  Estimated Accuracy
 JK0941;SPC CO C     -   377,060.      925,620.      MT  (+/- 180 meters Scaled)
 JK0941
 JK0941                          SUPERSEDED SURVEY CONTROL
 JK0941
 JK0941.No superseded survey control is available for this station.
 JK0941
 JK0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC676596(NAD 83)
 JK0941_MARKER: DB = BENCH MARK DISK
 JK0941_SETTING: 66 = SET IN ROCK OUTCROP
 JK0941_SP_SET: ROCK OUTCROP
 JK0941_STAMPING: L 431 1984
 JK0941_MARK LOGO: NGS   
 JK0941_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0941+STABILITY: POSITION/ELEVATION WELL
 JK0941
 JK0941  HISTORY     - Date     Condition        Report By
 JK0941  HISTORY     - 1984     MONUMENTED       NGS
 JK0941
 JK0941                          STATION DESCRIPTION
 JK0941
 JK0941'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0941'18.0 KM (11.2 MI) WEST FROM CANON CITY.
 JK0941'18.0 KM (11.2 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JK0941'WITH STATE HIGHWAY 115 IN CANON CITY, IN A LARGE EXPOSED AREA OF
 JK0941'BEDROCK IN A HIGHWAY CUT, 0.2 KM ( 0.1 MI) EAST OF A HIGHWAY BRIDGE
 JK0941'SPANNING THE ARKANSAS RIVER, 21.0 M (68.9 FT) WEST OF A POWER LINE
 JK0941'CROSSING, AND 6.1 M (20.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 JK0941'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST
 JK0941'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0682 ***********************************************************************
 JJ0682  DESIGNATION -  L 432
 JJ0682  PID         -  JJ0682
 JJ0682  STATE/COUNTY-  CO/OTERO
 JJ0682  USGS QUAD   -  HADLEY (1953)
 JJ0682
 JJ0682                         *CURRENT SURVEY CONTROL
 JJ0682  ___________________________________________________________________
 JJ0682* NAD 83(1986)-  38 01 00.     (N)    103 26 55.     (W)     SCALED    
 JJ0682* NAVD 88     -      1230.515  (meters)    4037.11   (feet)  ADJUSTED  
 JJ0682  ___________________________________________________________________
 JJ0682  GEOID HEIGHT-         -22.15  (meters)                     GEOID03
 JJ0682  DYNAMIC HT  -        1229.287 (meters)    4033.09  (feet)  COMP
 JJ0682  MODELED GRAV-     979,589.3   (mgal)                       NAVD 88
 JJ0682
 JJ0682  VERT ORDER  -  FIRST     CLASS II
 JJ0682
 JJ0682.The horizontal coordinates were scaled from a topographic map and have
 JJ0682.an estimated accuracy of +/- 6 seconds.
 JJ0682
 JJ0682.The orthometric height was determined by differential leveling
 JJ0682.and adjusted by the National Geodetic Survey in June 1991..
 JJ0682
 JJ0682.The geoid height was determined by GEOID03.
 JJ0682
 JJ0682.The dynamic height is computed by dividing the NAVD 88
 JJ0682.geopotential number by the normal gravity value computed on the
 JJ0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0682.degrees latitude (g = 980.6199 gals.).
 JJ0682
 JJ0682.The modeled gravity was interpolated from observed gravity values.
 JJ0682
 JJ0682;                    North         East    Units  Estimated Accuracy
 JJ0682;SPC CO S     -   456,610.    1,094,520.      MT  (+/- 180 meters Scaled)
 JJ0682
 JJ0682                          SUPERSEDED SURVEY CONTROL
 JJ0682
 JJ0682.No superseded survey control is available for this station.
 JJ0682
 JJ0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC361088(NAD 83)
 JJ0682_MARKER: DB = BENCH MARK DISK
 JJ0682_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JJ0682_SP_SET: BRIDGE ABUTMENT
 JJ0682_STAMPING: L 432 1985
 JJ0682_MARK LOGO: NGS   
 JJ0682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0682
 JJ0682  HISTORY     - Date     Condition        Report By
 JJ0682  HISTORY     - 1985     MONUMENTED       NGS
 JJ0682
 JJ0682                          STATION DESCRIPTION
 JJ0682
 JJ0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JJ0682'9.5 KM (5.9 MI) EAST FROM LA JUNTA.
 JJ0682'9.5 KM (5.9 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE SANTA FE
 JJ0682'RAILROAD STATION IN LA JUNTA, IN TOP OF AND 0.6 M (2.0 FT) SOUTHEAST
 JJ0682'OF THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF THE
 JJ0682'EASTBOUND HIGHWAY BRIDGE SPANNING THE VANDIVER ARROYO, AND 6.1 M
 JJ0682'(20.0 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 JJ0682'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0701 ***********************************************************************
 JJ0701  DESIGNATION -  L 433
 JJ0701  PID         -  JJ0701
 JJ0701  STATE/COUNTY-  CO/PROWERS
 JJ0701  USGS QUAD   -  LAMAR EAST (1979)
 JJ0701
 JJ0701                         *CURRENT SURVEY CONTROL
 JJ0701  ___________________________________________________________________
 JJ0701* NAD 83(1992)-  38 01 51.56312(N)    102 36 51.46890(W)     ADJUSTED  
 JJ0701* NAVD 88     -      1135.693  (meters)    3726.02   (feet)  ADJUSTED  
 JJ0701  ___________________________________________________________________
 JJ0701  X           -  -1,098,744.617 (meters)                     COMP
 JJ0701  Y           -  -4,909,745.812 (meters)                     COMP
 JJ0701  Z           -   3,908,839.326 (meters)                     COMP
 JJ0701  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 JJ0701  ELLIP HEIGHT-        1112.44  (meters)          (12/03/02) GPS OBS
 JJ0701  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 JJ0701  DYNAMIC HT  -        1134.600 (meters)    3722.43  (feet)  COMP
 JJ0701  MODELED GRAV-     979,627.9   (mgal)                       NAVD 88
 JJ0701
 JJ0701  HORZ ORDER  -  FIRST
 JJ0701  VERT ORDER  -  FIRST     CLASS II
 JJ0701  ELLP ORDER  -  FOURTH    CLASS II
 JJ0701
 JJ0701.The horizontal coordinates were established by GPS observations
 JJ0701.and adjusted by the National Geodetic Survey in April 1997..
 JJ0701
 JJ0701.The orthometric height was determined by differential leveling
 JJ0701.and adjusted by the National Geodetic Survey in June 1991..
 JJ0701
 JJ0701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JJ0701
 JJ0701.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0701
 JJ0701.The ellipsoidal height was determined by GPS observations
 JJ0701.and is referenced to NAD 83.
 JJ0701
 JJ0701.The geoid height was determined by GEOID03.
 JJ0701
 JJ0701.The dynamic height is computed by dividing the NAVD 88
 JJ0701.geopotential number by the normal gravity value computed on the
 JJ0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0701.degrees latitude (g = 980.6199 gals.).
 JJ0701
 JJ0701.The modeled gravity was interpolated from observed gravity values.
 JJ0701
 JJ0701;                    North         East     Units Scale Factor Converg.
 JJ0701;SPC CO S     -   460,132.462 1,167,700.898   MT  0.99995128   +1 46 12.1
 JJ0701;SPC CO S     - 1,509,617.92  3,831,032.03   sFT  0.99995128   +1 46 12.1
 JJ0701;UTM  13      - 4,211,939.947   709,384.900   MT  1.00014000   +1 28 13.2
 JJ0701
 JJ0701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0701!SPC CO S     -   0.99982547  x   0.99995128  =   0.99977676
 JJ0701!UTM  13      -   0.99982547  x   1.00014000  =   0.99996545
 JJ0701
 JJ0701                          SUPERSEDED SURVEY CONTROL
 JJ0701
 JJ0701  ELLIP H (04/04/97) 1112.41   (m)                       GP(       ) 4 1
 JJ0701
 JJ0701.Superseded values are not recommended for survey control.
 JJ0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0701.See file dsdata.txt to determine how the superseded data were derived.
 JJ0701
 JJ0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC0938511940(NAD 83)
 JJ0701_MARKER: I = METAL ROD
 JJ0701_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JJ0701_SP_SET: STAINLESS STEEL ROD
 JJ0701_STAMPING: L 433 1985
 JJ0701_MARK LOGO: NGS   
 JJ0701_PROJECTION: FLUSH
 JJ0701_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JJ0701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0701+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1996
 JJ0701_ROD/PIPE-DEPTH: 6.4  meters
 JJ0701
 JJ0701  HISTORY     - Date     Condition        Report By
 JJ0701  HISTORY     - 1985     MONUMENTED       NGS
 JJ0701  HISTORY     - 19960325 GOOD             CODOT
 JJ0701
 JJ0701                          STATION DESCRIPTION
 JJ0701
 JJ0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JJ0701'6.4 KM (4.0 MI) SOUTH FROM LAMAR.
 JJ0701'6.4 KM (4.0 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 JJ0701'IN LAMAR, 29.4 M (96.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 26.0
 JJ0701'M (85.3 FT) NORTH OF THE EXTENDED CENTER OF MEMORIAL DRIVE, AND 1.4 M
 JJ0701'(4.6 FT) SOUTH-SOUTHEAST OF A UTILITY POLE.  NOTE--ACCESS TO DATUM
 JJ0701'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JJ0701'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 JJ0701'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JJ0701
 JJ0701                          STATION RECOVERY (1996)
 JJ0701
 JJ0701'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (JRZ)
 JJ0701'RECOVERED AS DESCRIBED.  FROM THE COURTHOUSE IN LAMAR, TAKE US HIGHWAY
 JJ0701'385 SOUTH 6.4 KM (3.98 MI) .  STATION IS 29.4 M (96.46 FT) WEST OF THE
 JJ0701'CENTERLINE OF OF THE HIGHWAY, 26.0 M (85.30 FT) NORTH OF THE EXTENDED
 JJ0701'CENTER OF MEMORIAL DRIVE, AND 1.4 M (4.59 FT) SOUTH-SOUTHEAST OF A
 JJ0701'UTILITY PLOE.  ACCESS TO DATUM POINT IS THROUGH A 5 INCH LOGO CAP.
 JJ0701'THE MARK IS ABOVE THE LEVEL OF THE HIGHWAY.  THE STATION WAS RECOVERED
 JJ0701'IN GOOD CONDITION IN MARCH 1996.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0889 ***********************************************************************
 JK0889  DESIGNATION -  L 434
 JK0889  PID         -  JK0889
 JK0889  STATE/COUNTY-  CO/PUEBLO
 JK0889  USGS QUAD   -  DEVINE (1974)
 JK0889
 JK0889                         *CURRENT SURVEY CONTROL
 JK0889  ___________________________________________________________________
 JK0889* NAD 83(1986)-  38 16 13.     (N)    104 24 09.     (W)     SCALED    
 JK0889* NAVD 88     -      1387.697  (meters)    4552.80   (feet)  ADJUSTED  
 JK0889  ___________________________________________________________________
 JK0889  GEOID HEIGHT-         -19.89  (meters)                     GEOID03
 JK0889  DYNAMIC HT  -        1386.270 (meters)    4548.12  (feet)  COMP
 JK0889  MODELED GRAV-     979,552.9   (mgal)                       NAVD 88
 JK0889
 JK0889  VERT ORDER  -  FIRST     CLASS II
 JK0889
 JK0889.The horizontal coordinates were scaled from a topographic map and have
 JK0889.an estimated accuracy of +/- 6 seconds.
 JK0889
 JK0889.The orthometric height was determined by differential leveling
 JK0889.and adjusted by the National Geodetic Survey in June 1991..
 JK0889
 JK0889.The geoid height was determined by GEOID03.
 JK0889
 JK0889.The dynamic height is computed by dividing the NAVD 88
 JK0889.geopotential number by the normal gravity value computed on the
 JK0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0889.degrees latitude (g = 980.6199 gals.).
 JK0889
 JK0889.The modeled gravity was interpolated from observed gravity values.
 JK0889
 JK0889;                    North         East    Units  Estimated Accuracy
 JK0889;SPC CO S     -   483,340.    1,010,440.      MT  (+/- 180 meters Scaled)
 JK0889
 JK0889                          SUPERSEDED SURVEY CONTROL
 JK0889
 JK0889.No superseded survey control is available for this station.
 JK0889
 JK0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC522359(NAD 83)
 JK0889_MARKER: F = FLANGE-ENCASED ROD
 JK0889_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JK0889_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JK0889_STAMPING: L 434 1985
 JK0889_MARK LOGO: NGS   
 JK0889_PROJECTION: FLUSH
 JK0889_MAGNETIC: I = MARKER IS A STEEL ROD
 JK0889_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0889+STABILITY: POSITION/ELEVATION WELL
 JK0889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0889+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2002
 JK0889_ROD/PIPE-DEPTH: 13.4 meters
 JK0889_SLEEVE-DEPTH  : 12.5 meters
 JK0889
 JK0889  HISTORY     - Date     Condition        Report By
 JK0889  HISTORY     - 1985     MONUMENTED       NGS
 JK0889  HISTORY     - 19980306 GOOD             CODOT
 JK0889  HISTORY     - 20020503 GOOD             NGS
 JK0889
 JK0889                          STATION DESCRIPTION
 JK0889
 JK0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JK0889'18.3 KM (11.4 MI) EAST FROM PUEBLO.
 JK0889'18.3 KM (11.4 MI) EASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 JK0889'JUNCTION OF INTERSTATE HIGHWAY 25 IN PUEBLO, 63.0 M (206.7 FT) NORTH
 JK0889'OF THE CENTERLINE OF THE WESTBOUND LANES OF U.S. HIGHWAY 50, 20.7 M
 JK0889'(67.9 FT) SOUTH OF THE NEAR RAIL, 19.6 M (64.3 FT) WEST OF THE CENTER
 JK0889'OF A GRAVELED ROAD LEADING NORTH, AND 1.5 M (4.9 FT) WEST OF A UTILITY
 JK0889'POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JK0889'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 JK0889'THE MARK IS 1.0 M BELOW THE TRACKS.
 JK0889
 JK0889                          STATION RECOVERY (1998)
 JK0889
 JK0889'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (PGG)
 JK0889'RECOVERED AS DESCRIBED.
 JK0889
 JK0889                          STATION RECOVERY (2002)
 JK0889
 JK0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (JMW)
 JK0889'18.7 KM (11.6 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE JUNCTION OF
 JK0889'INTERSTATE HIGHWAY
 JK0889'25 (EXIT 100 A) IN PUEBLO, IN A LARGE OPEN AREA BETWEEN HIGHWAY AND
 JK0889'THE BURLINGTON
 JK0889'NORTHERN SANTA FE RAILROAD, 63.0  M NORTH OF THE CENTERLINE OF THE
 JK0889'WESTBOUND HIGHWAY
 JK0889'20.7 M SOUTH OF THE NEAR RAIL, 19.6 M WEST OF THE CENTER OF CHICO
 JK0889'ROAD,  AND 0.3 M EAST OF A
 JK0889'WITNESS POST.   NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 JK0889'LOGO CAP.  THE MARK IS
 JK0889'ON PROPERTY OWNED BY THE  BURLINGTON NORTHERN SANTE FE RAILROAD.
 JK0889' 
 JK0889' 
 JK0889'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0233 ***********************************************************************
 HJ0233  DESIGNATION -  L 435
 HJ0233  PID         -  HJ0233
 HJ0233  STATE/COUNTY-  CO/BACA
 HJ0233  USGS QUAD   -  BISONTE (1978)
 HJ0233
 HJ0233                         *CURRENT SURVEY CONTROL
 HJ0233  ___________________________________________________________________
 HJ0233* NAD 83(1986)-  37 15 03.     (N)    102 36 56.     (W)     SCALED    
 HJ0233* NAVD 88     -      1347.157  (meters)    4419.80   (feet)  ADJUSTED  
 HJ0233  ___________________________________________________________________
 HJ0233  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 HJ0233  DYNAMIC HT  -        1345.710 (meters)    4415.05  (feet)  COMP
 HJ0233  MODELED GRAV-     979,509.9   (mgal)                       NAVD 88
 HJ0233
 HJ0233  VERT ORDER  -  FIRST     CLASS II
 HJ0233
 HJ0233.The horizontal coordinates were scaled from a topographic map and have
 HJ0233.an estimated accuracy of +/- 6 seconds.
 HJ0233
 HJ0233.The orthometric height was determined by differential leveling
 HJ0233.and adjusted by the National Geodetic Survey in June 1991..
 HJ0233
 HJ0233.The geoid height was determined by GEOID03.
 HJ0233
 HJ0233.The dynamic height is computed by dividing the NAVD 88
 HJ0233.geopotential number by the normal gravity value computed on the
 HJ0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0233.degrees latitude (g = 980.6199 gals.).
 HJ0233
 HJ0233.The modeled gravity was interpolated from observed gravity values.
 HJ0233
 HJ0233;                    North         East    Units  Estimated Accuracy
 HJ0233;SPC CO S     -   373,590.    1,170,260.      MT  (+/- 180 meters Scaled)
 HJ0233
 HJ0233                          SUPERSEDED SURVEY CONTROL
 HJ0233
 HJ0233.No superseded survey control is available for this station.
 HJ0233
 HJ0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB114253(NAD 83)
 HJ0233_MARKER: I = METAL ROD
 HJ0233_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HJ0233_SP_SET: STAINLESS STEEL ROD
 HJ0233_STAMPING: L 435 1985
 HJ0233_MARK LOGO: NGS   
 HJ0233_PROJECTION: FLUSH
 HJ0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HJ0233_ROD/PIPE-DEPTH: 4.9  meters
 HJ0233
 HJ0233  HISTORY     - Date     Condition        Report By
 HJ0233  HISTORY     - 1985     MONUMENTED       NGS
 HJ0233
 HJ0233                          STATION DESCRIPTION
 HJ0233
 HJ0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HJ0233'17.3 KM (10.75 MI) SOUT FROM SPRINGFIELD.
 HJ0233'17.3 KM (10.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE
 HJ0233'COURTHOUSE IN SPRINGFIELD, 0.8 KM (0.5 MI) SOUTH OF MILEPOST 20,
 HJ0233'53.3 M (174.9 FT) NORTH OF THE CENTER OF COUNTY ROAD U, 30.5 M
 HJ0233'(100.1 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.3 M (4.3 FT)
 HJ0233'NORTH-NORTHEAST OF A UTILITY POLE. NOTE--ACCESS TO DATUM POINT IS HAD
 HJ0233'THROUGH A 5-INCH LOGO CAP.
 HJ0233'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 HJ0233'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0265 ***********************************************************************
 HJ0265  DESIGNATION -  L 436
 HJ0265  PID         -  HJ0265
 HJ0265  STATE/COUNTY-  CO/PROWERS
 HJ0265  USGS QUAD   -  GOBBLERS KNOB (1968)
 HJ0265
 HJ0265                         *CURRENT SURVEY CONTROL
 HJ0265  ___________________________________________________________________
 HJ0265* NAD 83(1986)-  37 47 00.     (N)    102 36 41.     (W)     SCALED    
 HJ0265* NAVD 88     -      1253.516  (meters)    4112.58   (feet)  ADJUSTED  
 HJ0265  ___________________________________________________________________
 HJ0265  GEOID HEIGHT-         -23.04  (meters)                     GEOID03
 HJ0265  DYNAMIC HT  -        1252.261 (meters)    4108.46  (feet)  COMP
 HJ0265  MODELED GRAV-     979,585.3   (mgal)                       NAVD 88
 HJ0265
 HJ0265  VERT ORDER  -  FIRST     CLASS II
 HJ0265
 HJ0265.The horizontal coordinates were scaled from a topographic map and have
 HJ0265.an estimated accuracy of +/- 6 seconds.
 HJ0265
 HJ0265.The orthometric height was determined by differential leveling
 HJ0265.and adjusted by the National Geodetic Survey in June 1991..
 HJ0265
 HJ0265.The geoid height was determined by GEOID03.
 HJ0265
 HJ0265.The dynamic height is computed by dividing the NAVD 88
 HJ0265.geopotential number by the normal gravity value computed on the
 HJ0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0265.degrees latitude (g = 980.6199 gals.).
 HJ0265
 HJ0265.The modeled gravity was interpolated from observed gravity values.
 HJ0265
 HJ0265;                    North         East    Units  Estimated Accuracy
 HJ0265;SPC CO S     -   432,670.    1,168,810.      MT  (+/- 180 meters Scaled)
 HJ0265
 HJ0265                          SUPERSEDED SURVEY CONTROL
 HJ0265
 HJ0265.No superseded survey control is available for this station.
 HJ0265
 HJ0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB103844(NAD 83)
 HJ0265_MARKER: DB = BENCH MARK DISK
 HJ0265_SETTING: 66 = SET IN ROCK OUTCROP
 HJ0265_SP_SET: ROCK OUTCROP
 HJ0265_STAMPING: L 436 1985
 HJ0265_MARK LOGO: NGS   
 HJ0265_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HJ0265+STABILITY: POSITION/ELEVATION WELL
 HJ0265
 HJ0265  HISTORY     - Date     Condition        Report By
 HJ0265  HISTORY     - 1985     MONUMENTED       NGS
 HJ0265
 HJ0265                          STATION DESCRIPTION
 HJ0265
 HJ0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HJ0265'33.9 KM (21.05 MI) SOUT FROM LAMAR.
 HJ0265'33.9 KM (21.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE
 HJ0265'COURTHOUSE IN LAMAR, IN ABOUT THE CENTER OF THE WESTERN 1/4 OF A 60 BY
 HJ0265'300 FOOT EXPOSED AREA OF OUTCROPPING BEDROCK. 0.6 KM (0.35 MI) SOUTH
 HJ0265'OF THE INTERSECTION OF COUNTY ROAD L AND MILEPOST 57, 35.8 M
 HJ0265'(117.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 26.2 M (86.0 FT)
 HJ0265'SOUTHEAST OF A UTILITY POLE, AND 13.3 M (43.6 FT) EAST OF A FENCE.
 HJ0265'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 HJ0265'THE MARK IS 1.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0412 ***********************************************************************
 HL0412  DESIGNATION -  L 437
 HL0412  PID         -  HL0412
 HL0412  STATE/COUNTY-  CO/SAN JUAN
 HL0412  USGS QUAD   -  SNOWDON PEAK (1972)
 HL0412
 HL0412                         *CURRENT SURVEY CONTROL
 HL0412  ___________________________________________________________________
 HL0412* NAD 83(1986)-  37 44 01.     (N)    107 42 40.     (W)     SCALED    
 HL0412* NAVD 88     -      3247.775  (meters)   10655.41   (feet)  ADJUSTED  
 HL0412  ___________________________________________________________________
 HL0412  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 HL0412  DYNAMIC HT  -        3242.927 (meters)   10639.50  (feet)  COMP
 HL0412  MODELED GRAV-     979,018.6   (mgal)                       NAVD 88
 HL0412
 HL0412  VERT ORDER  -  FIRST     CLASS II
 HL0412
 HL0412.The horizontal coordinates were scaled from a topographic map and have
 HL0412.an estimated accuracy of +/- 6 seconds.
 HL0412
 HL0412.The orthometric height was determined by differential leveling
 HL0412.and adjusted by the National Geodetic Survey in June 1991..
 HL0412
 HL0412.The geoid height was determined by GEOID03.
 HL0412
 HL0412.The dynamic height is computed by dividing the NAVD 88
 HL0412.geopotential number by the normal gravity value computed on the
 HL0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0412.degrees latitude (g = 980.6199 gals.).
 HL0412
 HL0412.The modeled gravity was interpolated from observed gravity values.
 HL0412
 HL0412;                    North         East    Units  Estimated Accuracy
 HL0412;SPC CO S     -   425,520.      719,520.      MT  (+/- 180 meters Scaled)
 HL0412
 HL0412                          SUPERSEDED SURVEY CONTROL
 HL0412
 HL0412.No superseded survey control is available for this station.
 HL0412
 HL0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB610797(NAD 83)
 HL0412_MARKER: I = METAL ROD
 HL0412_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HL0412+WITH SETTING: INFORMATION.
 HL0412_SP_SET: SHALLOW-SET METAL ROD
 HL0412_STAMPING: L 437 1985
 HL0412_MARK LOGO: NGS   
 HL0412_PROJECTION: FLUSH
 HL0412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0412_ROD/PIPE-DEPTH: 1.2  meters
 HL0412
 HL0412  HISTORY     - Date     Condition        Report By
 HL0412  HISTORY     - 1985     MONUMENTED       NGS
 HL0412  HISTORY     - 19910708 GOOD             USPSQD
 HL0412
 HL0412                          STATION DESCRIPTION
 HL0412
 HL0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0412'12.0 KM (7.45 MI) SOUTH FROM SILVERTON.
 HL0412'12.0 KM (7.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 HL0412'WITH STATE HIGHWAY 110 IN SILVERTON, 1.6 KM (1.0 MI) SOUTH OF THE
 HL0412'SUMMIT OF MOLAS PASS, 0.1 KM (0.05 MI) SOUTHWEST OF ANDREWS ROAD, 17.0
 HL0412'M (55.8 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.6 M (2.0 FT)
 HL0412'EAST OF THE SOUTH LEG OF A FOREST SERVICE SIGN (SAN JUAN NATIONAL
 HL0412'FOREST MEMORIAL FOREST EMILY BOGERT).  NOTE--ACCESS TO DATUM POINT IS
 HL0412'HAD THROUGH A 5-INCH LOGO CAP.
 HL0412'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 HL0412'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 HL0412
 HL0412                          STATION RECOVERY (1991)
 HL0412
 HL0412'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0412'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0366 ***********************************************************************
 HL0366  DESIGNATION -  L 438
 HL0366  PID         -  HL0366
 HL0366  STATE/COUNTY-  CO/LA PLATA
 HL0366  USGS QUAD   -  DURANGO EAST (1963)
 HL0366
 HL0366                         *CURRENT SURVEY CONTROL
 HL0366  ___________________________________________________________________
 HL0366* NAD 83(1986)-  37 21 34.     (N)    107 51 07.     (W)     SCALED    
 HL0366* NAVD 88     -      2002.799  (meters)    6570.85   (feet)  ADJUSTED  
 HL0366  ___________________________________________________________________
 HL0366  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 HL0366  DYNAMIC HT  -        2000.223 (meters)    6562.40  (feet)  COMP
 HL0366  MODELED GRAV-     979,273.4   (mgal)                       NAVD 88
 HL0366
 HL0366  VERT ORDER  -  FIRST     CLASS II
 HL0366
 HL0366.The horizontal coordinates were scaled from a topographic map and have
 HL0366.an estimated accuracy of +/- 6 seconds.
 HL0366
 HL0366.The orthometric height was determined by differential leveling
 HL0366.and adjusted by the National Geodetic Survey in June 1991..
 HL0366
 HL0366.The geoid height was determined by GEOID03.
 HL0366
 HL0366.The dynamic height is computed by dividing the NAVD 88
 HL0366.geopotential number by the normal gravity value computed on the
 HL0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0366.degrees latitude (g = 980.6199 gals.).
 HL0366
 HL0366.The modeled gravity was interpolated from observed gravity values.
 HL0366
 HL0366;                    North         East    Units  Estimated Accuracy
 HL0366;SPC CO S     -   384,310.      706,070.      MT  (+/- 180 meters Scaled)
 HL0366
 HL0366                          SUPERSEDED SURVEY CONTROL
 HL0366
 HL0366.No superseded survey control is available for this station.
 HL0366
 HL0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB474385(NAD 83)
 HL0366_MARKER: I = METAL ROD
 HL0366_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HL0366_SP_SET: STAINLESS STEEL ROD
 HL0366_STAMPING: L 438 1985
 HL0366_MARK LOGO: NGS   
 HL0366_PROJECTION: FLUSH
 HL0366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0366_ROD/PIPE-DEPTH: 18.3 meters
 HL0366
 HL0366  HISTORY     - Date     Condition        Report By
 HL0366  HISTORY     - 1985     MONUMENTED       NGS
 HL0366
 HL0366                          STATION DESCRIPTION
 HL0366
 HL0366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0366'6.4 KM (4.0 MI) NORTH FROM DURANGO.
 HL0366'6.4 KM (4.0 MI) NORTHERLY ALONG U.S. HIGHWAY 550 FROM THE DURANGO
 HL0366'COMMUNITY HOSPITAL IN DURANGO, 31.8 M (104.3 FT) WEST OF THE
 HL0366'CENTERLINE OF THE HIGHWAY, AND 19.8 M (65.0 FT) NORTH OF THE CENTER OF
 HL0366'A GRAVELED ROAD LEADING WEST TO WATER FALL RANCH.  NOTE--ACCESS TO
 HL0366'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HL0366'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 HL0366'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0429 ***********************************************************************
 HL0429  DESIGNATION -  L 439
 HL0429  PID         -  HL0429
 HL0429  STATE/COUNTY-  CO/SAN JUAN
 HL0429  USGS QUAD   -  SILVERTON (1955)
 HL0429
 HL0429                         *CURRENT SURVEY CONTROL
 HL0429  ___________________________________________________________________
 HL0429* NAD 83(1986)-  37 50 03.     (N)    107 43 27.     (W)     SCALED    
 HL0429* NAVD 88     -      3038.530  (meters)    9968.91   (feet)  ADJUSTED  
 HL0429  ___________________________________________________________________
 HL0429  GEOID HEIGHT-         -15.55  (meters)                     GEOID03
 HL0429  DYNAMIC HT  -        3034.097 (meters)    9954.37  (feet)  COMP
 HL0429  MODELED GRAV-     979,060.4   (mgal)                       NAVD 88
 HL0429
 HL0429  VERT ORDER  -  FIRST     CLASS II
 HL0429
 HL0429.The horizontal coordinates were scaled from a topographic map and have
 HL0429.an estimated accuracy of +/- 6 seconds.
 HL0429
 HL0429.The orthometric height was determined by differential leveling
 HL0429.and adjusted by the National Geodetic Survey in June 1991..
 HL0429
 HL0429.The geoid height was determined by GEOID03.
 HL0429
 HL0429.The dynamic height is computed by dividing the NAVD 88
 HL0429.geopotential number by the normal gravity value computed on the
 HL0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0429.degrees latitude (g = 980.6199 gals.).
 HL0429
 HL0429.The modeled gravity was interpolated from observed gravity values.
 HL0429
 HL0429;                    North         East    Units  Estimated Accuracy
 HL0429;SPC CO S     -   436,710.      718,640.      MT  (+/- 180 meters Scaled)
 HL0429
 HL0429                          SUPERSEDED SURVEY CONTROL
 HL0429
 HL0429.No superseded survey control is available for this station.
 HL0429
 HL0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB602909(NAD 83)
 HL0429_MARKER: DB = BENCH MARK DISK
 HL0429_SETTING: 66 = SET IN ROCK OUTCROP
 HL0429_SP_SET: ROCK OUTCROP
 HL0429_STAMPING: L 439 1985
 HL0429_MARK LOGO: NGS   
 HL0429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0429
 HL0429  HISTORY     - Date     Condition        Report By
 HL0429  HISTORY     - 1985     MONUMENTED       NGS
 HL0429  HISTORY     - 19910705 GOOD             USPSQD
 HL0429
 HL0429                          STATION DESCRIPTION
 HL0429
 HL0429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0429'6.4 KM (4.0 MI) NORTH FROM SILVERTON.
 HL0429'6.4 KM (4.0 MI) NORTHERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 HL0429'WITH STATE HIGHWAY 110 IN SILVERTON, 0.5 KM (0.3 MI) NORTH OF MILEPOST
 HL0429'74, IN THE SOUTH END OF A 10- BY 24-FOOT EXPOSED AREA OF OUTCROPPING
 HL0429'BEDROCK, 9.0 M (29.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 2.5 M
 HL0429'(8.2 FT) NORTHWEST OF THE CENTER OF A TRACK ROAD, AND 0.5 M (1.6 FT)
 HL0429'NORTH OF THE SOUTH END OF THE BEDROCK.
 HL0429'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 HL0429'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
 HL0429
 HL0429                          STATION RECOVERY (1991)
 HL0429
 HL0429'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0424 ***********************************************************************
 LK0424  DESIGNATION -  L 439
 LK0424  PID         -  LK0424
 LK0424  STATE/COUNTY-  CO/LOGAN
 LK0424  USGS QUAD   -  ILIFF (1951)
 LK0424
 LK0424                         *CURRENT SURVEY CONTROL
 LK0424  ___________________________________________________________________
 LK0424* NAD 83(1986)-  40 45 36.     (N)    103 06 48.     (W)     SCALED    
 LK0424* NAVD 88     -      1190.700  (meters)    3906.49   (feet)  ADJUSTED  
 LK0424  ___________________________________________________________________
 LK0424  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 LK0424  DYNAMIC HT  -        1189.847 (meters)    3903.69  (feet)  COMP
 LK0424  MODELED GRAV-     979,866.9   (mgal)                       NAVD 88
 LK0424
 LK0424  VERT ORDER  -  FIRST     CLASS II
 LK0424
 LK0424.The horizontal coordinates were scaled from a topographic map and have
 LK0424.an estimated accuracy of +/- 6 seconds.
 LK0424
 LK0424.The orthometric height was determined by differential leveling
 LK0424.and adjusted by the National Geodetic Survey in June 1991..
 LK0424
 LK0424.The geoid height was determined by GEOID03.
 LK0424
 LK0424.The dynamic height is computed by dividing the NAVD 88
 LK0424.geopotential number by the normal gravity value computed on the
 LK0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0424.degrees latitude (g = 980.6199 gals.).
 LK0424
 LK0424.The modeled gravity was interpolated from observed gravity values.
 LK0424
 LK0424;                    North         East    Units  Estimated Accuracy
 LK0424;SPC CO N     -   465,920.    1,115,910.      MT  (+/- 180 meters Scaled)
 LK0424
 LK0424                          SUPERSEDED SURVEY CONTROL
 LK0424
 LK0424.No superseded survey control is available for this station.
 LK0424
 LK0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF592138(NAD 83)
 LK0424_MARKER: I = METAL ROD
 LK0424_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0424_SP_SET: STAINLESS STEEL ROD
 LK0424_STAMPING: L 439 1985
 LK0424_MARK LOGO: NGS   
 LK0424_PROJECTION: FLUSH
 LK0424_MAGNETIC: I = MARKER IS A STEEL ROD
 LK0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0424+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1995
 LK0424_ROD/PIPE-DEPTH: 7.3  meters
 LK0424
 LK0424  HISTORY     - Date     Condition        Report By
 LK0424  HISTORY     - 1985     MONUMENTED       NGS
 LK0424  HISTORY     - 19950209 GOOD             MSAM
 LK0424
 LK0424                          STATION DESCRIPTION
 LK0424
 LK0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LK0424'21.1 KM (13.1 MI) NORTH FROM STERLING.
 LK0424'5.6 KM (3.5 MI) NORTHEAST ALONG US HIGHWAY 138 FROM THE POST OFFICE AT
 LK0424'STERLING, THENCE 10.5 KM (6.5 MI) NORTH ALONG ROAD 43.5, THENCE 5.0 KM
 LK0424'(3.1 MI) EAST ALONG ROAD 46, AT THE JUNCTION OF STATE ROUTE 113, ALSO
 LK0424'21.0 KM (13.0 MI) SOUTH OF PEETZ, IN THE SOUTHEAST CORNER OF THE
 LK0424'INTERSECTION OF ROAD 46, 24.4 METERS (80 FT) EAST OF THE CENTER OF
 LK0424'STAT ROUTE 113, 8.2 METERS (27 FT) SOUTH OF ROAD 46, 13.4 METERS (44
 LK0424'FT) EAST OF A T JUNCTION POWER POLE AND 0.3 METER (1 FT) NORTH OF A
 LK0424'FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LK0424'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 LK0424'THE MARK IS 0.5 M BELOW THE HIGHWAY.
 LK0424
 LK0424                          STATION RECOVERY (1995)
 LK0424
 LK0424'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0424'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0112 ***********************************************************************
 LM0112  DESIGNATION -  L 44
 LM0112  PID         -  LM0112
 LM0112  STATE/COUNTY-  CO/JACKSON
 LM0112  USGS QUAD   -  SPICER PEAK (1956)
 LM0112
 LM0112                         *CURRENT SURVEY CONTROL
 LM0112  ___________________________________________________________________
 LM0112* NAD 83(1986)-  40 26 14.     (N)    106 29 18.     (W)     SCALED    
 LM0112* NAVD 88     -      2555.213  (meters)    8383.23   (feet)  POSTED    
 LM0112  ___________________________________________________________________
 LM0112  GEOID HEIGHT-         -12.08  (meters)                     GEOID03
 LM0112  DYNAMIC HT  -        2552.420 (meters)    8374.06  (feet)  COMP
 LM0112  MODELED GRAV-     979,438.8   (mgal)                       NAVD 88
 LM0112
 LM0112  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LM0112
 LM0112.The horizontal coordinates were scaled from a topographic map and have
 LM0112.an estimated accuracy of +/- 6 seconds.
 LM0112
 LM0112.The orthometric height was determined by differential leveling
 LM0112.and adjusted by the National Geodetic Survey in 1992..
 LM0112.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LM0112.rate of 1.1 thru 2.0 mm/km.
 LM0112
 LM0112.The geoid height was determined by GEOID03.
 LM0112
 LM0112.The dynamic height is computed by dividing the NAVD 88
 LM0112.geopotential number by the normal gravity value computed on the
 LM0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0112.degrees latitude (g = 980.6199 gals.).
 LM0112
 LM0112.The modeled gravity was interpolated from observed gravity values.
 LM0112
 LM0112;                    North         East    Units  Estimated Accuracy
 LM0112;SPC CO N     -   427,830.      830,550.      MT  (+/- 180 meters Scaled)
 LM0112
 LM0112                          SUPERSEDED SURVEY CONTROL
 LM0112
 LM0112  NGVD 29 (??/??/92) 2553.786  (m)         8378.55   (f) ADJ UNCH    1 2
 LM0112
 LM0112.Superseded values are not recommended for survey control.
 LM0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0112.See file dsdata.txt to determine how the superseded data were derived.
 LM0112
 LM0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE737773(NAD 83)
 LM0112_MARKER: DB = BENCH MARK DISK
 LM0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0112_STAMPING: L 44 1934
 LM0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0112+STABILITY: SURFACE MOTION
 LM0112
 LM0112  HISTORY     - Date     Condition        Report By
 LM0112  HISTORY     - 1934     MONUMENTED       CGS
 LM0112
 LM0112                          STATION DESCRIPTION
 LM0112
 LM0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LM0112'14.8 MI S FROM HEBRON.
 LM0112'LOCATED ALONG THE R. OF W. OF STATE HIGHWAY NO.14.  153 FT. NORTH OF
 LM0112'THE GASOLINE PUMP AT ENTRANCE TO WILLBURGERS CAMP GROUND.  22 FT. N.W.
 LM0112'OF THE CENTER OF HIGHWAY NO. 14.  APPROX., 6 MILES NORTH OF THE
 LM0112'INTERSECTION OF HIGHWAY NO. 14 AND U.S. HIGHWAY NO. 40.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1142 ***********************************************************************
 LL1142  DESIGNATION -  L 440
 LL1142  PID         -  LL1142
 LL1142  STATE/COUNTY-  CO/BOULDER
 LL1142  USGS QUAD   -  BOULDER (1979)
 LL1142
 LL1142                         *CURRENT SURVEY CONTROL
 LL1142  ___________________________________________________________________
 LL1142* NAD 83(1986)-  40 00 28.     (N)    105 17 08.     (W)     SCALED    
 LL1142* NAVD 88     -      1669.271  (meters)    5476.60   (feet)  ADJUSTED  
 LL1142  ___________________________________________________________________
 LL1142  GEOID HEIGHT-         -15.46  (meters)                     GEOID03
 LL1142  DYNAMIC HT  -        1667.653 (meters)    5471.29  (feet)  COMP
 LL1142  MODELED GRAV-     979,598.4   (mgal)                       NAVD 88
 LL1142
 LL1142  VERT ORDER  -  FIRST     CLASS II
 LL1142
 LL1142.The horizontal coordinates were scaled from a topographic map and have
 LL1142.an estimated accuracy of +/- 6 seconds.
 LL1142
 LL1142.The orthometric height was determined by differential leveling
 LL1142.and adjusted by the National Geodetic Survey in June 1991..
 LL1142
 LL1142.The geoid height was determined by GEOID03.
 LL1142
 LL1142.The dynamic height is computed by dividing the NAVD 88
 LL1142.geopotential number by the normal gravity value computed on the
 LL1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1142.degrees latitude (g = 980.6199 gals.).
 LL1142
 LL1142.The modeled gravity was interpolated from observed gravity values.
 LL1142
 LL1142;                    North         East    Units  Estimated Accuracy
 LL1142;SPC CO N     -   379,710.      932,710.      MT  (+/- 180 meters Scaled)
 LL1142
 LL1142                          SUPERSEDED SURVEY CONTROL
 LL1142
 LL1142.No superseded survey control is available for this station.
 LL1142
 LL1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE756286(NAD 83)
 LL1142_MARKER: I = METAL ROD
 LL1142_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1142_SP_SET: STAINLESS STEEL ROD
 LL1142_STAMPING: L 440 1985
 LL1142_MARK LOGO: NGS   
 LL1142_PROJECTION: FLUSH
 LL1142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1142_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LL1142+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2002
 LL1142_ROD/PIPE-DEPTH: 11.0 meters
 LL1142
 LL1142  HISTORY     - Date     Condition        Report By
 LL1142  HISTORY     - 1985     MONUMENTED       NGS
 LL1142  HISTORY     - 19980928 GOOD             USPSQD
 LL1142  HISTORY     - 20010331 GOOD             NGS
 LL1142  HISTORY     - 20020617 GOOD             INDIV
 LL1142
 LL1142                          STATION DESCRIPTION
 LL1142
 LL1142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LL1142'IN BOULDER.
 LL1142'IN BOULDER, AT THE INTERSECTION OF 7TH STREET AND COLLEGE AVENUE, 50.2
 LL1142'M (164.7 FT) NORTH OF THE CENTER OF THE AVENUE, 6.2 M (20.3 FT) EAST
 LL1142'OF THE CENTER OF THE STREET, 4.9 M (16.1 FT) WEST OF A FENCE ALONG THE
 LL1142'WEST EDGE OF THE FLATIRONS ELEMENTARY SCHOOL, AND 0.5 M (1.6 FT)
 LL1142'SOUTH OF A UTILITY POLE WITH A TRANSFORMER.
 LL1142'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LL1142'THE MARK IS ABOVE LEVEL WITH THE STREET.
 LL1142
 LL1142                          STATION RECOVERY (1998)
 LL1142
 LL1142'RECOVERY NOTE BY US POWER SQUADRON 1998
 LL1142'RECOVERED IN GOOD CONDITION.
 LL1142
 LL1142                          STATION RECOVERY (2001)
 LL1142
 LL1142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL1142'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL1142
 LL1142                          STATION RECOVERY (2002)
 LL1142
 LL1142'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JE)
 LL1142'N 40-00-27.8 /  W 105-17-07.8
 LL1142' 
 LL1142'MARK IS LOCATED IN BOULDER, COLORADO IN THE NE1/4 OF SECTION 36, T1N,
 LL1142'R71W, LYING NEAR THE RIGHT-OF-WAY OF 7TH ST.
 LL1142' 
 LL1142'MARK IS LOCATED ON THE GROUNDS OF THE FLATIRONS ELEMENTARY SCHOOL,
 LL1142'NEAR THE INTERSECTION OF 7TH ST. AND COLLEGE AVENUE.
 LL1142' 
 LL1142'MARK IS A STAINLESS STEEL ROD (DRIVEN TO THE DEPTH OF 11.0 METERS, PER
 LL1142'PREVIOUS DESCRIPTION), SET IN 5 INCH PVC W/ LOGO LID.  LOGO LID IS
 LL1142'INSCRIBED -L 440 1985- AND IS SURROUNDED BY CONCRETE COLLAR.  LID IS
 LL1142'APPROXIMATELY LEVEL WITH CURB AND SIDEWALK.
 LL1142'MARK APPEARS TO HAVE FAIR CONDITIONS FOR GPS OBSERVATION, DUE TO
 LL1142'ADJACENT UTILITY POLE AND OVERHEAD WIRES.
 LL1142' 
 LL1142'MARK LIES-
 LL1142'150.0 FEET NORTH FROM THE NORTHERLY FLOWLINE OF COLLEGE AVENUE,
 LL1142'7.5 FEET EAST FROM THE EASTERLY FLOWLINE OF 7TH ST.,
 LL1142'102.5 FEET SW FROM THE SOUTHWEST CORNER OF FLATIRONS ELEMENTARY
 LL1142'SCHOOL,
 LL1142'2.0 FEET SOUTH FROM A UTILITY POLE,
 LL1142'2.0 FEET EAST FROM A WITNESS POST.
 LL1142' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0722 ***********************************************************************
 JJ0722  DESIGNATION -  L 440
 JJ0722  PID         -  JJ0722
 JJ0722  STATE/COUNTY-  CO/PROWERS
 JJ0722  USGS QUAD   -  HOLLY WEST (1976)
 JJ0722
 JJ0722                         *CURRENT SURVEY CONTROL
 JJ0722  ___________________________________________________________________
 JJ0722* NAD 83(1986)-  38 03 13.     (N)    102 08 19.     (W)     SCALED    
 JJ0722* NAVD 88     -      1036.028  (meters)    3399.04   (feet)  ADJUSTED  
 JJ0722  ___________________________________________________________________
 JJ0722  GEOID HEIGHT-         -23.90  (meters)                     GEOID03
 JJ0722  DYNAMIC HT  -        1035.062 (meters)    3395.87  (feet)  COMP
 JJ0722  MODELED GRAV-     979,661.3   (mgal)                       NAVD 88
 JJ0722
 JJ0722  VERT ORDER  -  FIRST     CLASS II
 JJ0722
 JJ0722.The horizontal coordinates were scaled from a topographic map and have
 JJ0722.an estimated accuracy of +/- 6 seconds.
 JJ0722
 JJ0722.The orthometric height was determined by differential leveling
 JJ0722.and adjusted by the National Geodetic Survey in June 1991..
 JJ0722
 JJ0722.The geoid height was determined by GEOID03.
 JJ0722
 JJ0722.The dynamic height is computed by dividing the NAVD 88
 JJ0722.geopotential number by the normal gravity value computed on the
 JJ0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0722.degrees latitude (g = 980.6199 gals.).
 JJ0722
 JJ0722.The modeled gravity was interpolated from observed gravity values.
 JJ0722
 JJ0722;                    North         East    Units  Estimated Accuracy
 JJ0722;SPC CO S     -   464,040.    1,209,350.      MT  (+/- 180 meters Scaled)
 JJ0722
 JJ0722                          SUPERSEDED SURVEY CONTROL
 JJ0722
 JJ0722.No superseded survey control is available for this station.
 JJ0722
 JJ0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC510156(NAD 83)
 JJ0722_MARKER: I = METAL ROD
 JJ0722_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JJ0722_SP_SET: STAINLESS STEEL ROD
 JJ0722_STAMPING: L 440 1986
 JJ0722_MARK LOGO: NGS   
 JJ0722_PROJECTION: FLUSH
 JJ0722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0722_ROD/PIPE-DEPTH: 21.8 meters
 JJ0722
 JJ0722  HISTORY     - Date     Condition        Report By
 JJ0722  HISTORY     - 1986     MONUMENTED       NGS
 JJ0722
 JJ0722                          STATION DESCRIPTION
 JJ0722
 JJ0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JJ0722'1.4 KM (0.85 MI) WEST FROM HOLLY.
 JJ0722'1.4 KM (0.85 MI) WEST ALONG US HIGHWAY 50 FROM THE JUNCTION OF MAIN
 JJ0722'STREET IN HOLLY, 0.08 KM (0.05 MI) EAST OF A BRIDGE OVER HOLLY DITCH,
 JJ0722'13.8 METERS (45.3 FT) SOUTH OF THE HIGHWAY CENTERLINE, 15.8 METERS (52
 JJ0722'FT) EAST OF THE EAST END OF A BRIDGE GUARDRAIL AND 1.3 METERS (4.2 FT)
 JJ0722'WEST OF A GUYED POWER POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 JJ0722'THROUGH A 5-INCH LOGO CAP.
 JJ0722'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 JJ0722'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0409 ***********************************************************************
 HL0409  DESIGNATION -  L 441
 HL0409  PID         -  HL0409
 HL0409  STATE/COUNTY-  CO/SAN JUAN
 HL0409  USGS QUAD   -  SNOWDON PEAK (1972)
 HL0409
 HL0409                         *CURRENT SURVEY CONTROL
 HL0409  ___________________________________________________________________
 HL0409* NAD 83(1986)-  37 43 39.     (N)    107 44 21.     (W)     SCALED    
 HL0409* NAVD 88     -      3085.842  (meters)   10124.13   (feet)  ADJUSTED  
 HL0409  ___________________________________________________________________
 HL0409  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 HL0409  DYNAMIC HT  -        3081.343 (meters)   10109.37  (feet)  COMP
 HL0409  MODELED GRAV-     979,059.3   (mgal)                       NAVD 88
 HL0409
 HL0409  VERT ORDER  -  FIRST     CLASS II
 HL0409
 HL0409.The horizontal coordinates were scaled from a topographic map and have
 HL0409.an estimated accuracy of +/- 6 seconds.
 HL0409
 HL0409.The orthometric height was determined by differential leveling
 HL0409.and adjusted by the National Geodetic Survey in June 1991..
 HL0409
 HL0409.The geoid height was determined by GEOID03.
 HL0409
 HL0409.The dynamic height is computed by dividing the NAVD 88
 HL0409.geopotential number by the normal gravity value computed on the
 HL0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0409.degrees latitude (g = 980.6199 gals.).
 HL0409
 HL0409.The modeled gravity was interpolated from observed gravity values.
 HL0409
 HL0409;                    North         East    Units  Estimated Accuracy
 HL0409;SPC CO S     -   424,900.      717,030.      MT  (+/- 180 meters Scaled)
 HL0409
 HL0409                          SUPERSEDED SURVEY CONTROL
 HL0409
 HL0409.No superseded survey control is available for this station.
 HL0409
 HL0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB585791(NAD 83)
 HL0409_MARKER: DB = BENCH MARK DISK
 HL0409_SETTING: 66 = SET IN ROCK OUTCROP
 HL0409_SP_SET: ROCK OUTCROP
 HL0409_STAMPING: L 441 1985
 HL0409_MARK LOGO: NGS   
 HL0409_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0409+STABILITY: POSITION/ELEVATION WELL
 HL0409
 HL0409  HISTORY     - Date     Condition        Report By
 HL0409  HISTORY     - 1985     MONUMENTED       NGS
 HL0409  HISTORY     - 19910708 MARK NOT FOUND   USPSQD
 HL0409
 HL0409                          STATION DESCRIPTION
 HL0409
 HL0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0409'14.7 KM (9.15 MI) SOUTH FROM SILVERTON.
 HL0409'14.7 KM (9.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 HL0409'WITH STATE HIGHWAY 110 IN SILVERTON, IN A LARGE EXPOSED AREA OF
 HL0409'BEDROCK IN A HIGHWAY CUT, 4.3 KM (2.65 MI) SOUTH OF THE SUMMIT OF
 HL0409'MOLAS PASS, 7.2 M (23.6 FT) NORTHWEST OF THE CENTERLINE OF THE
 HL0409'HIGHWAY, 5.1 M (16.7 FT) SOUTHWEST OF THE NORTHWEST END OF A PIPE
 HL0409'CULVERT, AND 4.8 M (15.7 FT) WEST OF A HIGHWAY INFORMATION SIGN.
 HL0409'THE MARK IS 0.2 METERS  SW FROM  A WITNESS POST
 HL0409'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 HL0409
 HL0409                          STATION RECOVERY (1991)
 HL0409
 HL0409'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0468 ***********************************************************************
 LK0468  DESIGNATION -  L 442
 LK0468  PID         -  LK0468
 LK0468  STATE/COUNTY-  CO/LOGAN
 LK0468  USGS QUAD   -  PROCTOR (1984)
 LK0468
 LK0468                         *CURRENT SURVEY CONTROL
 LK0468  ___________________________________________________________________
 LK0468* NAD 83(1986)-  40 47 45.     (N)    102 58 23.     (W)     SCALED    
 LK0468* NAVD 88     -      1155.052  (meters)    3789.53   (feet)  ADJUSTED  
 LK0468  ___________________________________________________________________
 LK0468  GEOID HEIGHT-         -19.91  (meters)                     GEOID03
 LK0468  DYNAMIC HT  -        1154.234 (meters)    3786.85  (feet)  COMP
 LK0468  MODELED GRAV-     979,876.1   (mgal)                       NAVD 88
 LK0468
 LK0468  VERT ORDER  -  FIRST     CLASS II
 LK0468
 LK0468.The horizontal coordinates were scaled from a topographic map and have
 LK0468.an estimated accuracy of +/- 6 seconds.
 LK0468
 LK0468.The orthometric height was determined by differential leveling
 LK0468.and adjusted by the National Geodetic Survey in June 1991..
 LK0468
 LK0468.The geoid height was determined by GEOID03.
 LK0468
 LK0468.The dynamic height is computed by dividing the NAVD 88
 LK0468.geopotential number by the normal gravity value computed on the
 LK0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0468.degrees latitude (g = 980.6199 gals.).
 LK0468
 LK0468.The modeled gravity was interpolated from observed gravity values.
 LK0468
 LK0468;                    North         East    Units  Estimated Accuracy
 LK0468;SPC CO N     -   470,230.    1,127,630.      MT  (+/- 180 meters Scaled)
 LK0468
 LK0468                          SUPERSEDED SURVEY CONTROL
 LK0468
 LK0468.No superseded survey control is available for this station.
 LK0468
 LK0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF709180(NAD 83)
 LK0468_MARKER: I = METAL ROD
 LK0468_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0468_SP_SET: STAINLESS STEEL ROD
 LK0468_STAMPING: L 442 1986
 LK0468_MARK LOGO: NGS   
 LK0468_PROJECTION: FLUSH
 LK0468_MAGNETIC: I = MARKER IS A STEEL ROD
 LK0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0468+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1995
 LK0468_ROD/PIPE-DEPTH: 17.1 meters
 LK0468
 LK0468  HISTORY     - Date     Condition        Report By
 LK0468  HISTORY     - 1986     MONUMENTED       NGS
 LK0468  HISTORY     - 19950209 GOOD             MSAM
 LK0468
 LK0468                          STATION DESCRIPTION
 LK0468
 LK0468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LK0468'9.4 KM (5.85 MI) NE FROM ILIFF.
 LK0468'1 BLOCK SOUTH ALONG A DIRT STREET FROM THE POST OFFICE IN ILIFF,
 LK0468'THENCE 9.4 KM (5.8 MI) NORTHEAST ALONG US HIGHWAY 138, THENCE 0.08 KM
 LK0468'(0.05 MI) SOUTH ALONG A DIRT ROAD CROSSING OVER THE UNION PACIFIC
 LK0468'RAILROAD, AT RAILROAD MILEPOLE NUMBER 40, 14.8 METERS (48.7 FT)
 LK0468'SOUTHEAST OF THE SOUTHEAST RAIL, 17.4 METERS (57 FT) NORTHEAST OF THE
 LK0468'CENTER OF A DIRT ROAD CROSSING, 0.3 METER (1 FT) SOUTHEAST OF A RIGHT
 LK0468'OF WAY FENCE, 14.5 METERS (47.7 FT) EAST-NORTHEAST OF RAILROAD
 LK0468'MILEPOLE NUMBER 40 AND 13.1 METERS (43 FT) NORTHWEST OF THE CENTER OF
 LK0468'A DIRT ROAD PARALLELING THE RAILROAD.  NOTE--ACCESS TO DATUM POINT IS
 LK0468'HAD THROUGH A 5-INCH LOGO CAP.
 LK0468'THE MARK IS 0.15 METERS  SW FROM  A WITNESS POST
 LK0468'THE MARK IS 0.15 M BELOW THE RAILROAD.
 LK0468
 LK0468                          STATION RECOVERY (1995)
 LK0468
 LK0468'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0468'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0435 ***********************************************************************
 LK0435  DESIGNATION -  L 443
 LK0435  PID         -  LK0435
 LK0435  STATE/COUNTY-  CO/SEDGWICK
 LK0435  USGS QUAD   -  JULESBURG (1984)
 LK0435
 LK0435                         *CURRENT SURVEY CONTROL
 LK0435  ___________________________________________________________________
 LK0435* NAD 83(1986)-  40 58 56.     (N)    102 16 41.     (W)     SCALED    
 LK0435* NAVD 88     -      1061.501  (meters)    3482.61   (feet)  ADJUSTED  
 LK0435  ___________________________________________________________________
 LK0435  GEOID HEIGHT-         -20.39  (meters)                     GEOID03
 LK0435  DYNAMIC HT  -        1060.804 (meters)    3480.32  (feet)  COMP
 LK0435  MODELED GRAV-     979,930.7   (mgal)                       NAVD 88
 LK0435
 LK0435  VERT ORDER  -  FIRST     CLASS II
 LK0435
 LK0435.The horizontal coordinates were scaled from a topographic map and have
 LK0435.an estimated accuracy of +/- 6 seconds.
 LK0435
 LK0435.The orthometric height was determined by differential leveling
 LK0435.and adjusted by the National Geodetic Survey in June 1991..
 LK0435
 LK0435.The geoid height was determined by GEOID03.
 LK0435
 LK0435.The dynamic height is computed by dividing the NAVD 88
 LK0435.geopotential number by the normal gravity value computed on the
 LK0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0435.degrees latitude (g = 980.6199 gals.).
 LK0435
 LK0435.The modeled gravity was interpolated from observed gravity values.
 LK0435
 LK0435;                    North         East    Units  Estimated Accuracy
 LK0435;SPC CO N     -   492,810.    1,185,500.      MT  (+/- 180 meters Scaled)
 LK0435
 LK0435                          SUPERSEDED SURVEY CONTROL
 LK0435
 LK0435  NGVD 29 (02/14/92) 1061.036  (m)         3481.08   (f) ADJUSTED    1 2
 LK0435
 LK0435.Superseded values are not recommended for survey control.
 LK0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0435.See file dsdata.txt to determine how the superseded data were derived.
 LK0435
 LK0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF289403(NAD 83)
 LK0435_MARKER: I = METAL ROD
 LK0435_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0435_SP_SET: STAINLESS STEEL ROD
 LK0435_STAMPING: L 443 1986
 LK0435_MARK LOGO: NGS   
 LK0435_PROJECTION: FLUSH
 LK0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0435_ROD/PIPE-DEPTH: 22.0 meters
 LK0435
 LK0435  HISTORY     - Date     Condition        Report By
 LK0435  HISTORY     - 1986     MONUMENTED       NGS
 LK0435
 LK0435                          STATION DESCRIPTION
 LK0435
 LK0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LK0435'1.5 KM (0.95 MI) WEST FROM JULESBURG.
 LK0435'1.5 KM (0.95 MI) WEST ALONG US HIGHWAY 138 FROM THE JUNCTION OF US
 LK0435'HIGHWAY 385 SOUTH IN JULESBURG, AT STATE ROUTE 11 LEADING NORTH, AT A
 LK0435'DOUBLE BRACED POWER LINE POLE, BETWEEN TWO WITNESS POSTS, 11.6 METERS
 LK0435'(38 FT) SOUTH OF THE HIGHWAY CENTERLINE, 20.1 METERS (66 FT) WEST OF
 LK0435'THE EXTENDED CENTER OF STATE ROUTE 11 LEADING NORTH AND 1.1 METERS
 LK0435'(3.6 FT) WEST OF THE WEST POWER LINE POLE SUPPORT POLE.  NOTE--ACCESS
 LK0435'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LK0435'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LK0435'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4214 ***********************************************************************
 DF4214  DESIGNATION -  L 445
 DF4214  PID         -  DF4214
 DF4214  STATE/COUNTY-  CO/CLEAR CREEK
 DF4214  USGS QUAD   -  EMPIRE (1974)
 DF4214
 DF4214                         *CURRENT SURVEY CONTROL
 DF4214  ___________________________________________________________________
 DF4214* NAD 83(1986)-  39 45 48.     (N)    105 38 31.     (W)     SCALED    
 DF4214* NAVD 88     -      2492.935  (meters)    8178.90   (feet)  ADJUSTED  
 DF4214  ___________________________________________________________________
 DF4214  GEOID HEIGHT-         -12.64  (meters)                     GEOID03
 DF4214  DYNAMIC HT  -        2490.053 (meters)    8169.45  (feet)  COMP
 DF4214  MODELED GRAV-     979,380.5   (mgal)                       NAVD 88
 DF4214
 DF4214  VERT ORDER  -  FIRST     CLASS II
 DF4214
 DF4214.The horizontal coordinates were scaled from a topographic map and have
 DF4214.an estimated accuracy of +/- 6 seconds.
 DF4214
 DF4214.The orthometric height was determined by differential leveling
 DF4214.and adjusted by the National Geodetic Survey in November 2003..
 DF4214
 DF4214.The geoid height was determined by GEOID03.
 DF4214
 DF4214.The dynamic height is computed by dividing the NAVD 88
 DF4214.geopotential number by the normal gravity value computed on the
 DF4214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4214.degrees latitude (g = 980.6199 gals.).
 DF4214
 DF4214.The modeled gravity was interpolated from observed gravity values.
 DF4214
 DF4214;                    North         East    Units  Estimated Accuracy
 DF4214;SPC CO C     -   519,060.      902,240.      MT  (+/- 180 meters Scaled)
 DF4214
 DF4214                          SUPERSEDED SURVEY CONTROL
 DF4214
 DF4214.No superseded survey control is available for this station.
 DF4214
 DF4214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE450016(NAD 83)
 DF4214_MARKER: DV = VERTICAL CONTROL DISK
 DF4214_SETTING: 80 = SET IN A BOULDER
 DF4214_STAMPING: L 445 2000
 DF4214_MARK LOGO: NGS   
 DF4214_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4214+STABILITY: SURFACE MOTION
 DF4214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4214+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2001
 DF4214
 DF4214  HISTORY     - Date     Condition        Report By
 DF4214  HISTORY     - 20000626 MONUMENTED       NGS
 DF4214  HISTORY     - 20010816 GOOD             NGS
 DF4214
 DF4214                          STATION DESCRIPTION
 DF4214
 DF4214'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 DF4214'THE STATION IS LOCATED ABOUT  2.25 MI EAST OF EMPIRE, 0.7 MI WEST OF
 DF4214'LAWSON AND 0.35 MI WEST OF THE WESTERN UNDERPASS OF INTERSTATE
 DF4214'70 AT LAWSON, IN THE NORTHWEST 1/4 OF SECTION 26, T 3 S, R 74 W, AT
 DF4214'INTERSTATE 70 MILEPOST 232.7. OWNERSHIP--CLEAR CREEK COUNTY
 DF4214'RIGHT-OF-WAY.
 DF4214' 
 DF4214'TO REACH THE STATION IN DOWNIEVILLE, GO TO INTERSTATE 70 AND THE
 DF4214'UNDERPASS FOR EXIT 234, THE DOWNIEVILLE EXIT, GO NORTH ON THE
 DF4214'UNDERPASS ROAD FOR 0.05 MI TO AN INTERSECTION, THE NORTHERN
 DF4214'ACCESS ROAD. TURN LEFT, WEST, ON THE NORTHERN ACCESS ROAD FOR
 DF4214'1.6 MI TO THE STATION ON THE LEFT ACROSS THE STREET FROM A TRAILER
 DF4214'PARK.
 DF4214' 
 DF4214'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF A
 DF4214'GRANITE BOULDER MEASURING 1.9 M BY 1.8 M AND FLUSH WITH THE
 DF4214'GROUND. IT IS 34.6 M NORTH-NORTHWEST FROM THE EDGE OF OIL FOR
 DF4214'INTERSTATE 70, 20.7 M EAST FROM THE CENTER OF A SOUTHERN CULVERT
 DF4214'MEASURING 2.8 M BY 2.0 M, 20.6 M NORTHEAST FROM THE END OF THE
 DF4214'RIGHT-OF-WAY FENCE, 9.0 M SOUTH-SOUTHEAST FROM THE CENTER LINE OF
 DF4214'THE ROAD, 1.2 M EAST-NORTHEAST FROM A WITNESS POST AND ABOUT
 DF4214'LEVEL WITH THE ROAD.
 DF4214' 
 DF4214'
 DF4214
 DF4214                          STATION RECOVERY (2001)
 DF4214
 DF4214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF4214'RECOVERED AS DESCRIBED.
 DF4214'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4224 ***********************************************************************
 DF4224  DESIGNATION -  L 447
 DF4224  PID         -  DF4224
 DF4224  STATE/COUNTY-  CO/JEFFERSON
 DF4224  USGS QUAD   -  SQUAW PASS (1974)
 DF4224
 DF4224                         *CURRENT SURVEY CONTROL
 DF4224  ___________________________________________________________________
 DF4224* NAD 83(1986)-  39 42 59.     (N)    105 23 29.     (W)     SCALED    
 DF4224* NAVD 88     -      2293.905  (meters)    7525.92   (feet)  ADJUSTED  
 DF4224  ___________________________________________________________________
 DF4224  GEOID HEIGHT-         -13.92  (meters)                     GEOID03
 DF4224  DYNAMIC HT  -        2291.457 (meters)    7517.89  (feet)  COMP
 DF4224  MODELED GRAV-     979,476.5   (mgal)                       NAVD 88
 DF4224
 DF4224  VERT ORDER  -  FIRST     CLASS II
 DF4224
 DF4224.The horizontal coordinates were scaled from a topographic map and have
 DF4224.an estimated accuracy of +/- 6 seconds.
 DF4224
 DF4224.The orthometric height was determined by differential leveling
 DF4224.and adjusted by the National Geodetic Survey in November 2003..
 DF4224
 DF4224.The geoid height was determined by GEOID03.
 DF4224
 DF4224.The dynamic height is computed by dividing the NAVD 88
 DF4224.geopotential number by the normal gravity value computed on the
 DF4224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4224.degrees latitude (g = 980.6199 gals.).
 DF4224
 DF4224.The modeled gravity was interpolated from observed gravity values.
 DF4224
 DF4224;                    North         East    Units  Estimated Accuracy
 DF4224;SPC CO C     -   513,850.      923,720.      MT  (+/- 180 meters Scaled)
 DF4224
 DF4224                          SUPERSEDED SURVEY CONTROL
 DF4224
 DF4224.No superseded survey control is available for this station.
 DF4224
 DF4224_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD664963(NAD 83)
 DF4224_MARKER: DV = VERTICAL CONTROL DISK
 DF4224_SETTING: 66 = SET IN ROCK OUTCROP
 DF4224_STAMPING: L 447 2000
 DF4224_MARK LOGO: NGS   
 DF4224_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4224_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF4224+STABILITY: POSITION/ELEVATION WELL
 DF4224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4224+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2005
 DF4224
 DF4224  HISTORY     - Date     Condition        Report By
 DF4224  HISTORY     - 20000726 MONUMENTED       NGS
 DF4224  HISTORY     - 20050302 GOOD             NGS
 DF4224
 DF4224                          STATION DESCRIPTION
 DF4224
 DF4224'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 DF4224'THE STATION IS LOCATED ABOUT 3.2 MI SOUTHEAST OF THE INTERSECTION
 DF4224'OF INTERSTATE 70 AND U. S. HIGHWAY 6, 0.35 MI EAST OF THE
 DF4224'JEFFERSON-CLEAR CREEK COUNTY LINE AND 0.5 MI WEST OF BEAVER BROOK
 DF4224'RANCH, IN THE SOUTHEAST 1/4 OF SECTION 12, T 4 S, R 72 W, AT U. S.
 DF4224'HIGHWAY 40 MILEPOST 272.5. OWNERSHIP--COLORADO DEPT. OF
 DF4224'TRANSPORTATION RIGHT-OF-WAY.
 DF4224' 
 DF4224'TO REACH THE STATION FROM INTERSTATE 70 AND THE OVERPASS FOR
 DF4224'EXIT 248, EAST BEAVER BROOK, FLOYD HILL EXIT, GO NORTH FOR 0.05 MI TO
 DF4224'A T-INTERSECTION, U. S. HIGHWAY 40 AND THE STATION ON THE NORTH
 DF4224'SIDE OF THE ROAD IN A ROCK OUTCROP.
 DF4224' 
 DF4224'THE MARK IS A STANDARD DISK SET IN A DRILL HOLE IN A METAMORPHIC
 DF4224'ROCK OUTCROP MEASURING 7.0 M LONG BY 7.0 M DEEP BY 7.0 M HIGH. IT IS
 DF4224'35.0 M EAST FROM THE EXTENDED CENTER LINE OF THE OVERPASS ROAD,
 DF4224'8.3 M NORTH FROM THE CENTER LINE OF U. S. HIGHWAY 40, 7.0 M
 DF4224'SOUTHEAST FROM POWER POLE NUMBER 5 WITH FOUR GUY WIRES, 1.0 M
 DF4224'NORTHWEST FROM A WITNESS POST AND ABOUT 1 M ABOVE THE HIGHWAY.
 DF4224' 
 DF4224' 
 DF4224' 
 DF4224'
 DF4224
 DF4224                          STATION RECOVERY (2005)
 DF4224
 DF4224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2005 (DW)
 DF4224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5544 ***********************************************************************
 DF5544  DESIGNATION -  L 448
 DF5544  PID         -  DF5544
 DF5544  STATE/COUNTY-  CO/SUMMIT
 DF5544  USGS QUAD   -  VAIL PASS (1987)
 DF5544
 DF5544                         *CURRENT SURVEY CONTROL
 DF5544  ___________________________________________________________________
 DF5544* NAD 83(1986)-  39 30 35.     (N)    106 12 09.     (W)     SCALED    
 DF5544* NAVD 88     -      3123.615  (meters)   10248.06   (feet)  ADJUSTED  
 DF5544  ___________________________________________________________________
 DF5544  GEOID HEIGHT-         -12.49  (meters)                     GEOID03
 DF5544  DYNAMIC HT  -        3119.518 (meters)   10234.62  (feet)  COMP
 DF5544  MODELED GRAV-     979,201.3   (mgal)                       NAVD 88
 DF5544
 DF5544  VERT ORDER  -  FIRST     CLASS II
 DF5544
 DF5544.The horizontal coordinates were scaled from a topographic map and have
 DF5544.an estimated accuracy of +/- 6 seconds.
 DF5544
 DF5544.The orthometric height was determined by differential leveling
 DF5544.and adjusted by the National Geodetic Survey in November 2003..
 DF5544
 DF5544.The geoid height was determined by GEOID03.
 DF5544
 DF5544.The dynamic height is computed by dividing the NAVD 88
 DF5544.geopotential number by the normal gravity value computed on the
 DF5544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5544.degrees latitude (g = 980.6199 gals.).
 DF5544
 DF5544.The modeled gravity was interpolated from observed gravity values.
 DF5544
 DF5544;                    North         East    Units  Estimated Accuracy
 DF5544;SPC CO C     -   491,130.      853,990.      MT  (+/- 180 meters Scaled)
 DF5544
 DF5544                          SUPERSEDED SURVEY CONTROL
 DF5544
 DF5544.No superseded survey control is available for this station.
 DF5544
 DF5544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD966740(NAD 83)
 DF5544_MARKER: DV = VERTICAL CONTROL DISK
 DF5544_SETTING: 80 = SET IN A BOULDER
 DF5544_STAMPING: L 448 2001
 DF5544_MARK LOGO: NGS   
 DF5544_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5544+STABILITY: SURFACE MOTION
 DF5544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5544+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 DF5544
 DF5544  HISTORY     - Date     Condition        Report By
 DF5544  HISTORY     - 20010725 MONUMENTED       NGS
 DF5544  HISTORY     - 20030910 GOOD             NGS
 DF5544
 DF5544                          STATION DESCRIPTION
 DF5544
 DF5544'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5544'THE STATION IS LOCATED ABOUT 1.75 MI SOUTH-SOUTHEAST OF VAIL PASS, 3.1
 DF5544'MI WEST OF THE
 DF5544'COPPER MOUNTAIN-LEADVILLE EXIT 195 OF INTERSTATE 70 AND 2.6 MI
 DF5544'WEST-NORTHWEST OF COPPER
 DF5544'MOUNTAIN. OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION RIGHT-OF-WAY.
 DF5544' 
 DF5544'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 91 AND THE
 DF5544'ENTRANCE TO
 DF5544'COPPER MOUNTAIN SKI RESORT, GO WEST ON COPPER ROAD FOR 1.0 MI TO THE
 DF5544'END OF COPPER
 DF5544'ROAD AND A FORK IN THE ROAD. TAKE THE RIGHT FORK, SOUTHWEST, BEELER
 DF5544'ROAD, FOR 0.3 MI TO
 DF5544'THE THE BEGINNING OF VAIL PASS BIKE TRAIL WHICH IS PAVED. TURN ONTO
 DF5544'THE BIKE PATH AND GO
 DF5544'WEST FOR 2.4 MI TO THE STATION ON THE LEFT.
 DF5544' 
 DF5544'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF A
 DF5544'BOULDER, 0.6 M BY 0.4 M
 DF5544'AND FLUSH WITH THE GROUND. IT IS 58.8 M NORTHWEST FROM A 24-INCH
 DF5544'CORRIGATED PIPE
 DF5544'CULVERT UNDER THE BIKE PATH, 25.0 M --SLOPE-- SOUTHWEST FROM THE TOP
 DF5544'OF GUARD RAIL FOR
 DF5544'THE SOUTHSIDE OF THE WESTBOUND LANES OF INTERSTATE 70, 6.0 M NORTHEAST
 DF5544'FROM THE
 DF5544'CENTER OF THE BIKE PATH AND 1.6 M SOUTHEAST FROM A WITNESS POST.
 DF5544' 
 DF5544' 
 DF5544'
 DF5544
 DF5544                          STATION RECOVERY (2003)
 DF5544
 DF5544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 DF5544'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5481 ***********************************************************************
 DF5481  DESIGNATION -  L 449
 DF5481  PID         -  DF5481
 DF5481  STATE/COUNTY-  CO/CLEAR CREEK
 DF5481  USGS QUAD   -  GEORGETOWN (1974)
 DF5481
 DF5481                         *CURRENT SURVEY CONTROL
 DF5481  ___________________________________________________________________
 DF5481* NAD 83(1986)-  39 42 14.     (N)    105 42 09.     (W)     SCALED    
 DF5481* NAVD 88     -      2633.803  (meters)    8641.07   (feet)  ADJUSTED  
 DF5481  ___________________________________________________________________
 DF5481  GEOID HEIGHT-         -12.34  (meters)                     GEOID03
 DF5481  DYNAMIC HT  -        2630.626 (meters)    8630.65  (feet)  COMP
 DF5481  MODELED GRAV-     979,325.2   (mgal)                       NAVD 88
 DF5481
 DF5481  VERT ORDER  -  FIRST     CLASS II
 DF5481
 DF5481.The horizontal coordinates were scaled from a topographic map and have
 DF5481.an estimated accuracy of +/- 6 seconds.
 DF5481
 DF5481.The orthometric height was determined by differential leveling
 DF5481.and adjusted by the National Geodetic Survey in November 2003..
 DF5481
 DF5481.The geoid height was determined by GEOID03.
 DF5481
 DF5481.The dynamic height is computed by dividing the NAVD 88
 DF5481.geopotential number by the normal gravity value computed on the
 DF5481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5481.degrees latitude (g = 980.6199 gals.).
 DF5481
 DF5481.The modeled gravity was interpolated from observed gravity values.
 DF5481
 DF5481;                    North         East    Units  Estimated Accuracy
 DF5481;SPC CO C     -   512,470.      897,040.      MT  (+/- 180 meters Scaled)
 DF5481
 DF5481                          SUPERSEDED SURVEY CONTROL
 DF5481
 DF5481.No superseded survey control is available for this station.
 DF5481
 DF5481_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD397951(NAD 83)
 DF5481_MARKER: DV = VERTICAL CONTROL DISK
 DF5481_SETTING: 66 = SET IN ROCK OUTCROP
 DF5481_STAMPING: L 449 2001
 DF5481_MARK LOGO: NGS   
 DF5481_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5481_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF5481+STABILITY: POSITION/ELEVATION WELL
 DF5481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5481+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2001
 DF5481
 DF5481  HISTORY     - Date     Condition        Report By
 DF5481  HISTORY     - 20010817 MONUMENTED       NGS
 DF5481
 DF5481                          STATION DESCRIPTION
 DF5481
 DF5481'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5481'THE STATION IS LOCATED ABOUT 1.35 MI NORTHEAST OF SILVER PLUME AND
 DF5481'0.25 MI SOUTHWEST OF
 DF5481'GEORGETOWN, IN THE WEST CENTER OF SECTION 17, T 4 S, R 74 W.
 DF5481'OWNERSHIP--COUNTY ROAD
 DF5481'RIGHT-OF-WAY.
 DF5481' 
 DF5481'TO REACH THE STATION FROM THE INTERSECTION OF ALVARADO ROAD AND 15TH
 DF5481'STREET IN THE
 DF5481'TOWN OF GEORGETOWN, GO SOUTH-SOUTHWEST ON ALVARADO ROAD FOR 0.65 MI TO
 DF5481'A
 DF5481'Y-INTERSECTION, LOOP ROAD TO THE RIGHT. TURN RIGHT, SOUTHWEST, ON LOOP
 DF5481'ROAD FOR 0.4 MI
 DF5481'TO THE STATION ON THE RIGHT IN THE FIRST LARGE ROCK CUT PAST THE LAST
 DF5481'HOUSE. IT IS ABOUT
 DF5481'0.2  MI NORTHEAST FROM THE GEORGETOWN LOOP RAILROAD BRIDGE.
 DF5481' 
 DF5481'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF A
 DF5481'SMALL LEDGE OF A LARGE
 DF5481'ROCK OUTCROP. IT IS 55.3 M SOUTH-SOUTHWEST FROM THE LAST DRIVEWAY
 DF5481'BEFORE ENTERING THE
 DF5481'RAILROAD HISTORIC AREA, 14.9 M WEST FROM A POWER POLE, 7.2 M
 DF5481'WEST-NORTHWEST FROM THE
 DF5481'CENTER LINE OF LOOP DRIVE, 1.5 M SOUTHEAST FROM A WITNESS POST AND
 DF5481'ABOUT 0.3 M ABOVE THE
 DF5481'ROAD.
 DF5481'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0521 ***********************************************************************
 LM0521  DESIGNATION -  L 45
 LM0521  PID         -  LM0521
 LM0521  STATE/COUNTY-  CO/MOFFAT
 LM0521  USGS QUAD   -  LAY SE (1973)
 LM0521
 LM0521                         *CURRENT SURVEY CONTROL
 LM0521  ___________________________________________________________________
 LM0521* NAD 83(1986)-  40 31 09.     (N)    107 45 03.     (W)     SCALED    
 LM0521* NAVD 88     -      1971.892  (meters)    6469.45   (feet)  POSTED    
 LM0521  ___________________________________________________________________
 LM0521  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 LM0521  DYNAMIC HT  -        1970.060 (meters)    6463.44  (feet)  COMP
 LM0521  MODELED GRAV-     979,625.5   (mgal)                       NAVD 88
 LM0521
 LM0521  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LM0521
 LM0521.The horizontal coordinates were scaled from a topographic map and have
 LM0521.an estimated accuracy of +/- 6 seconds.
 LM0521
 LM0521.The orthometric height was determined by differential leveling
 LM0521.and adjusted by the National Geodetic Survey in 1992..
 LM0521.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LM0521.rate of 1.1 thru 2.0 mm/km.
 LM0521
 LM0521.The geoid height was determined by GEOID03.
 LM0521
 LM0521.The dynamic height is computed by dividing the NAVD 88
 LM0521.geopotential number by the normal gravity value computed on the
 LM0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0521.degrees latitude (g = 980.6199 gals.).
 LM0521
 LM0521.The modeled gravity was interpolated from observed gravity values.
 LM0521
 LM0521;                    North         East    Units  Estimated Accuracy
 LM0521;SPC CO N     -   438,890.      723,690.      MT  (+/- 180 meters Scaled)
 LM0521
 LM0521                          SUPERSEDED SURVEY CONTROL
 LM0521
 LM0521  NGVD 29 (??/??/92) 1970.692  (m)         6465.51   (f) ADJ UNCH    1 2
 LM0521
 LM0521.Superseded values are not recommended for survey control.
 LM0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0521.See file dsdata.txt to determine how the superseded data were derived.
 LM0521
 LM0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE669890(NAD 83)
 LM0521_MARKER: DB = BENCH MARK DISK
 LM0521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0521_STAMPING: L 45 1934
 LM0521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0521+STABILITY: SURFACE MOTION
 LM0521
 LM0521  HISTORY     - Date     Condition        Report By
 LM0521  HISTORY     - 1934     MONUMENTED       CGS
 LM0521
 LM0521                          STATION DESCRIPTION
 LM0521
 LM0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LM0521'12.6 MI W FROM CRAIG.
 LM0521'12.6 MILES WEST ALONG U.S. HIGHWAY 40 FROM CRAIG, MOFFAT COUNTY, 496
 LM0521'FEET EAST OF THE SOUTH END OF AN 18-INCH CULVERT, AND 38 FEET SOUTH OF
 LM0521'THE CENTER-LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED L 45 1934
 LM0521'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5517 ***********************************************************************
 DF5517  DESIGNATION -  L 450
 DF5517  PID         -  DF5517
 DF5517  STATE/COUNTY-  CO/SUMMIT
 DF5517  USGS QUAD   -  DILLON (1987)
 DF5517
 DF5517                         *CURRENT SURVEY CONTROL
 DF5517  ___________________________________________________________________
 DF5517* NAD 83(1986)-  39 39 10.     (N)    106 00 22.     (W)     SCALED    
 DF5517* NAVD 88     -      2958.950  (meters)    9707.82   (feet)  ADJUSTED  
 DF5517  ___________________________________________________________________
 DF5517  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 DF5517  DYNAMIC HT  -        2955.020 (meters)    9694.93  (feet)  COMP
 DF5517  MODELED GRAV-     979,192.1   (mgal)                       NAVD 88
 DF5517
 DF5517  VERT ORDER  -  FIRST     CLASS II
 DF5517
 DF5517.The horizontal coordinates were scaled from a topographic map and have
 DF5517.an estimated accuracy of +/- 6 seconds.
 DF5517
 DF5517.The orthometric height was determined by differential leveling
 DF5517.and adjusted by the National Geodetic Survey in November 2003..
 DF5517
 DF5517.The geoid height was determined by GEOID03.
 DF5517
 DF5517.The dynamic height is computed by dividing the NAVD 88
 DF5517.geopotential number by the normal gravity value computed on the
 DF5517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5517.degrees latitude (g = 980.6199 gals.).
 DF5517
 DF5517.The modeled gravity was interpolated from observed gravity values.
 DF5517
 DF5517;                    North         East    Units  Estimated Accuracy
 DF5517;SPC CO C     -   506,900.      870,970.      MT  (+/- 180 meters Scaled)
 DF5517
 DF5517                          SUPERSEDED SURVEY CONTROL
 DF5517
 DF5517.No superseded survey control is available for this station.
 DF5517
 DF5517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD136897(NAD 83)
 DF5517_MARKER: DV = VERTICAL CONTROL DISK
 DF5517_SETTING: 80 = SET IN A BOULDER
 DF5517_STAMPING: L 450 2001
 DF5517_MARK LOGO: NGS   
 DF5517_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5517+STABILITY: SURFACE MOTION
 DF5517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5517+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2001
 DF5517
 DF5517  HISTORY     - Date     Condition        Report By
 DF5517  HISTORY     - 20010904 MONUMENTED       NGS
 DF5517
 DF5517                          STATION DESCRIPTION
 DF5517
 DF5517'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5517'THE STATION IS LOCATED ABOUT 3.9 MI NORTHEAST OF SILVERTHORNE, 2.5 MI
 DF5517'NORTHEAST OF
 DF5517'DILLON  AND 0.6 MI NORTH OF TENDERFOOT MOUNTAIN, IN THE NORTHWEST 1/4
 DF5517'OF SECTION 3, T 5 S,
 DF5517'R 77W, AT INTERSTATE 70 MILEPOST 209.15 .
 DF5517'OWNERSHIP--U. S. FOREST SERVICE
 DF5517' 
 DF5517'TO REACH THE STATION FROM INTERSTATE 70 EXIT 205 AND STATE HIGHWAY 9
 DF5517'AND U. S. HIGHWAY 6,
 DF5517'GO EAST AND NORTHEAST ON SH 9 AND US 6 FOR 1.25 MI TO THE INTERSECTION
 DF5517'OF EVERGREEN
 DF5517'ROAD. TURN LEFT, NORTHWEST, FOR ABOUT 30 M TO THE INTERSECTION OF
 DF5517'COUNTY ROAD 51. TURN
 DF5517'RIGHT, NORTHEAST, ON COUNTY ROAD 51 FOR 0.5 MI TO THE END OF PAVED
 DF5517'ROAD. CONTINUE AHEAD
 DF5517'ON THE DIRT ROAD NORTHEAST, FOR 1.25 MI TO A PARKING AREA AND A LOCKED
 DF5517'GATE. A KEY CAN BE
 DF5517'GOTTEN FROM THE U. S. FOREST SERVICE. PASS THROUGH THE GATE, UPHILL,
 DF5517'FOR 0.95 MI TO THE
 DF5517'STATION ON THE RIGHT.
 DF5517' 
 DF5517'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF A
 DF5517'BOULDER 3.5 M BY
 DF5517'3.5 M BY 0.75 M HIGH IN THE WESTERN PART OF THE BOULDER. IT IS 60.0 M
 DF5517'(SLOPE)
 DF5517'SOUTH-SOUTHEAST FROM INTERSTATE 70 GUARD RAIL, 15.0 M SOUTH-SOUTHEAST
 DF5517'FROM THE
 DF5517'CENTER OF A TRACK ROAD, 1.1 M NORTH FROM A WITENSS POST AND ABOUT 60 M
 DF5517'NORTH FROM A
 DF5517'POWER LINE.
 DF5517' 
 DF5517' 
 DF5517'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9169 ***********************************************************************
 DH9169  DESIGNATION -  L 452
 DH9169  PID         -  DH9169
 DH9169  STATE/COUNTY-  CO/DENVER
 DH9169  USGS QUAD   -  MONTBELLO (1994)
 DH9169
 DH9169                         *CURRENT SURVEY CONTROL
 DH9169  ___________________________________________________________________
 DH9169* NAD 83(1986)-  39 50 09.     (N)    104 45 11.     (W)     SCALED    
 DH9169* NAVD 88     -      1613.262  (meters)    5292.84   (feet)  ADJUSTED  
 DH9169  ___________________________________________________________________
 DH9169  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 DH9169  DYNAMIC HT  -        1611.752 (meters)    5287.89  (feet)  COMP
 DH9169  MODELED GRAV-     979,633.7   (mgal)                       NAVD 88
 DH9169
 DH9169  VERT ORDER  -  SECOND    CLASS I
 DH9169
 DH9169.The horizontal coordinates were scaled from a topographic map and have
 DH9169.an estimated accuracy of +/- 6 seconds.
 DH9169
 DH9169.The orthometric height was determined by differential leveling
 DH9169.and adjusted by the National Geodetic Survey in July 2006..
 DH9169
 DH9169.The geoid height was determined by GEOID03.
 DH9169
 DH9169.The dynamic height is computed by dividing the NAVD 88
 DH9169.geopotential number by the normal gravity value computed on the
 DH9169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9169.degrees latitude (g = 980.6199 gals.).
 DH9169
 DH9169.The modeled gravity was interpolated from observed gravity values.
 DH9169
 DH9169;                    North         East    Units  Estimated Accuracy
 DH9169;SPC CO C     -   527,370.      978,340.      MT  (+/- 180 meters Scaled)
 DH9169
 DH9169                          SUPERSEDED SURVEY CONTROL
 DH9169
 DH9169.No superseded survey control is available for this station.
 DH9169
 DH9169_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE211095(NAD 83)
 DH9169_MARKER: F = FLANGE-ENCASED ROD
 DH9169_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9169_STAMPING: L 452 2002
 DH9169_MARK LOGO: NGS   
 DH9169_PROJECTION: FLUSH
 DH9169_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9169+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH9169
 DH9169  HISTORY     - Date     Condition        Report By
 DH9169  HISTORY     - 2002     MONUMENTED       NGS
 DH9169  HISTORY     - 2005     GOOD             WOOLPT
 DH9169
 DH9169                          STATION DESCRIPTION
 DH9169
 DH9169'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9169'DESCRIBED BY WOOLPERT, INC. 2005 (RLH)
 DH9169' 
 DH9169'THE STATION IS LOCATED ABOUT 7.9 KM (4.9 MI) SOUTHWEST OF THE AIRPORT
 DH9169'TERMINAL, 5.1 KM (3.2 MI) WEST FROM THE INTERSECTION OF PENA BOULEVARD
 DH9169'AND JACKSON GAP RD, 1.6 KM (1.0 MI) EAST OF THE INTERSECTION OF PENA
 DH9169'BOULEVARD AND TOWER ROAD, OWNERSHIP--CITY AND COUNTY OF DENVER
 DH9169'INTERNATIONAL AIRPORT, MR.  KEN CONLAN, 303-342-8665
 DH9169' 
 DH9169'TO REACH THE STATION FROM EAST BOUND INTERSTATE 70 AND THE OFF RAMP
 DH9169'TO PENA BOULEVARD GOING TO THE AIRPORT, TAKE THE OFF RAMP, PENA
 DH9169'BOULEVARD FOR 15.5 KM (9.6 MI) TO JACKSON GAP RD. EXIT AND RETURN TO
 DH9169'PENA BOULEVARD SOUTH BOUND, EXIT JUST AFTER THE INTERSECTION OF THE
 DH9169'SOUTH BOUND ON RAMP FROM E-470 TO PENA BOULEVARD, THE STATION IS ON
 DH9169'THE RIGHT SIDE (NORTH, NORTHWEST)  OF THE E-470 ON RAMP TO PENA
 DH9169'BOULEVARD.
 DH9169' 
 DH9169'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 DH9169'TO REFUSAL, ENCASED IN A 0.9 M (3.0 FT) LONG GREASED SLEEVE, ENCLOSED
 DH9169'IN A 6-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A CONCRETE COLLAR
 DH9169'FLUSH WITH THE GROUND.  IT IS 42.1 M (138.0 FT) NORTH NORTHWEST FROM A
 DH9169'LIGHT POLE LOCATED BETWEEN PENA BOULEVARD AND THE E-470 RAMP,  37.7 M
 DH9169'(123.8 FT) FROM A SIGN LOCATED NEXT TO THE E-470 RAMP, 22.3 M (30.3
 DH9169'FT)  SOUTH FROM A SNOW FENCE, 4.0 M (13.2 FT) NORTHWEST OF A FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0033 ***********************************************************************
 LN0033  DESIGNATION -  L 46
 LN0033  PID         -  LN0033
 LN0033  STATE/COUNTY-  CO/MOFFAT
 LN0033  USGS QUAD   -  CROSS MOUNTAIN CANYON (1986)
 LN0033
 LN0033                         *CURRENT SURVEY CONTROL
 LN0033  ___________________________________________________________________
 LN0033* NAD 83(1986)-  40 22 39.     (N)    108 22 13.     (W)     SCALED    
 LN0033* NAVD 88     -      2058.664  (meters)    6754.13   (feet)  POSTED    
 LN0033  ___________________________________________________________________
 LN0033  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 LN0033  DYNAMIC HT  -        2056.620 (meters)    6747.43  (feet)  COMP
 LN0033  MODELED GRAV-     979,557.6   (mgal)                       NAVD 88
 LN0033
 LN0033  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LN0033
 LN0033.The horizontal coordinates were scaled from a topographic map and have
 LN0033.an estimated accuracy of +/- 6 seconds.
 LN0033
 LN0033.The orthometric height was determined by differential leveling
 LN0033.and adjusted by the National Geodetic Survey in 1992..
 LN0033.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LN0033.rate of 0.0 thru 1.0 mm/km.
 LN0033
 LN0033.The geoid height was determined by GEOID03.
 LN0033
 LN0033.The dynamic height is computed by dividing the NAVD 88
 LN0033.geopotential number by the normal gravity value computed on the
 LN0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0033.degrees latitude (g = 980.6199 gals.).
 LN0033
 LN0033.The modeled gravity was interpolated from observed gravity values.
 LN0033
 LN0033;                    North         East    Units  Estimated Accuracy
 LN0033;SPC CO N     -   424,680.      670,710.      MT  (+/- 180 meters Scaled)
 LN0033
 LN0033                          SUPERSEDED SURVEY CONTROL
 LN0033
 LN0033  NGVD 29 (??/??/92) 2057.306  (m)         6749.68   (f) ADJ UNCH    1 2
 LN0033
 LN0033.Superseded values are not recommended for survey control.
 LN0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0033.See file dsdata.txt to determine how the superseded data were derived.
 LN0033
 LN0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK232729(NAD 83)
 LN0033_MARKER: DB = BENCH MARK DISK
 LN0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0033_STAMPING: L 46 1934
 LN0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0033+STABILITY: SURFACE MOTION
 LN0033
 LN0033  HISTORY     - Date     Condition        Report By
 LN0033  HISTORY     - 1934     MONUMENTED       CGS
 LN0033  HISTORY     - 1955     MARK NOT FOUND   USGS
 LN0033  HISTORY     - 1982     GOOD             USGS
 LN0033
 LN0033                          STATION DESCRIPTION
 LN0033
 LN0033'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LN0033'4.7 MI E FROM ELK SPRINGS.
 LN0033'4.7 MILES EAST ALONG U. S. HIGHWAY 40 FROM ELK SPRINGS, MOFFAT COUNTY,
 LN0033'38 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 5 FEET NORTH
 LN0033'OF A FENCE CORNER.  A STANDARD DISK, STAMPED L 46 1934 AND SET IN THE
 LN0033'TOP OF A CONCRETE POST.
 LN0033
 LN0033                          STATION RECOVERY (1982)
 LN0033
 LN0033'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LN0033'ELK SPRINGS 4.3 MILES EAST ALONG U.S. HWY. 40 FROM THE STATE HWY SHOP
 LN0033'ELK SPRINGS 250 YD. NORTHEAST OF A T-RD NORTHWEST 0.1 MILE NORTHWEST
 LN0033'OF HWY, 0.1 MILE NORTHEAST OF GRADED RD. NORTHWEST, 35 YD. EAST OF A
 LN0033'POWER POLE, 25 YD. SOUTHEAST OF A POWER LINE , 32' SOUTHEAST OF OLD
 LN0033'HWY. SCAR. A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0180 ***********************************************************************
 KL0180  DESIGNATION -  L 47
 KL0180  PID         -  KL0180
 KL0180  STATE/COUNTY-  CO/EAGLE
 KL0180  USGS QUAD   -  PANDO (1987)
 KL0180
 KL0180                         *CURRENT SURVEY CONTROL
 KL0180  ___________________________________________________________________
 KL0180* NAD 83(1986)-  39 25 44.     (N)    106 19 28.     (W)     SCALED    
 KL0180* NAVD 88     -      2888.574  (meters)    9476.93   (feet)  ADJUSTED  
 KL0180  ___________________________________________________________________
 KL0180  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 KL0180  DYNAMIC HT  -        2884.903 (meters)    9464.89  (feet)  COMP
 KL0180  MODELED GRAV-     979,251.1   (mgal)                       NAVD 88
 KL0180
 KL0180  VERT ORDER  -  FIRST     CLASS II
 KL0180
 KL0180.The horizontal coordinates were scaled from a topographic map and have
 KL0180.an estimated accuracy of +/- 6 seconds.
 KL0180
 KL0180.The orthometric height was determined by differential leveling
 KL0180.and adjusted by the National Geodetic Survey in June 1991..
 KL0180
 KL0180.The geoid height was determined by GEOID03.
 KL0180
 KL0180.The dynamic height is computed by dividing the NAVD 88
 KL0180.geopotential number by the normal gravity value computed on the
 KL0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0180.degrees latitude (g = 980.6199 gals.).
 KL0180
 KL0180.The modeled gravity was interpolated from observed gravity values.
 KL0180
 KL0180;                    North         East    Units  Estimated Accuracy
 KL0180;SPC CO C     -   482,240.      843,420.      MT  (+/- 180 meters Scaled)
 KL0180
 KL0180                          SUPERSEDED SURVEY CONTROL
 KL0180
 KL0180  NGVD 29 (??/??/92) 2886.859  (m)         9471.30   (f) ADJ UNCH    1 2
 KL0180
 KL0180.Superseded values are not recommended for survey control.
 KL0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0180.See file dsdata.txt to determine how the superseded data were derived.
 KL0180
 KL0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD860652(NAD 83)
 KL0180_MARKER: DB = BENCH MARK DISK
 KL0180_SETTING: 66 = SET IN ROCK OUTCROP
 KL0180_SP_SET: GRANITE CLIFF
 KL0180_STAMPING: L 47 1934
 KL0180_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0180+STABILITY: POSITION/ELEVATION WELL
 KL0180
 KL0180  HISTORY     - Date     Condition        Report By
 KL0180  HISTORY     - 1934     MONUMENTED       CGS
 KL0180  HISTORY     - 1959     GOOD             DOD
 KL0180
 KL0180                          STATION DESCRIPTION
 KL0180
 KL0180'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 KL0180'2.0 MI S FROM PANDO.
 KL0180'2.0 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KL0180'PANDO, EAGLE COUNTY, 100 FEET NORTH OF THE NORTH PORTAL OF THE TUNNEL
 KL0180'AT DEEN, 8.5 FEET EAST OF THE EAST RAIL, IN THE WEST FACE OF A GRANITE
 KL0180'CLIFF, AND 2 FEET ABOVE THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED
 KL0180'L 47 1934 AND SET VERTICALLY.  NOTE-- IS 342 FEET SOUTH-SOUTHEAST OF
 KL0180'THE CENTERLINE OF THE RR TRACKS AT THE NORTHWEST CORNER OF THE
 KL0180'CLEARING EAST OF THE RR TRACKS AND 12.9 FEET HIGHER. 11 FEET
 KL0180'EAST-NORTHEAST OF THE CENTERLINE OF THE RR TRACKS AND 3.0 FEET HIGHER.
 KL0180'AND 24 FEET EAST-NORTHEAST OF THE BASE OF THE WEST FACE OF THE CUT
 KL0180'AND 3.0 FEET HIGHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0016 ***********************************************************************
 JL0016  DESIGNATION -  L 5
 JL0016  PID         -  JL0016
 JL0016  STATE/COUNTY-  CO/CHAFFEE
 JL0016  USGS QUAD   -  NATHROP (1983)
 JL0016
 JL0016                         *CURRENT SURVEY CONTROL
 JL0016  ___________________________________________________________________
 JL0016* NAD 83(1986)-  38 43 36.     (N)    106 03 44.     (W)     SCALED    
 JL0016* NAVD 88     -      2320.488  (meters)    7613.13   (feet)  ADJUSTED  
 JL0016  ___________________________________________________________________
 JL0016  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 JL0016  DYNAMIC HT  -        2317.623 (meters)    7603.73  (feet)  COMP
 JL0016  MODELED GRAV-     979,310.5   (mgal)                       NAVD 88
 JL0016
 JL0016  VERT ORDER  -  FIRST     CLASS II
 JL0016
 JL0016.The horizontal coordinates were scaled from a topographic map and have
 JL0016.an estimated accuracy of +/- 6 seconds.
 JL0016
 JL0016.The orthometric height was determined by differential leveling
 JL0016.and adjusted by the National Geodetic Survey in June 1991..
 JL0016
 JL0016.The geoid height was determined by GEOID03.
 JL0016
 JL0016.The dynamic height is computed by dividing the NAVD 88
 JL0016.geopotential number by the normal gravity value computed on the
 JL0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0016.degrees latitude (g = 980.6199 gals.).
 JL0016
 JL0016.The modeled gravity was interpolated from observed gravity values.
 JL0016
 JL0016;                    North         East    Units  Estimated Accuracy
 JL0016;SPC CO C     -   404,120.      865,510.      MT  (+/- 180 meters Scaled)
 JL0016
 JL0016                          SUPERSEDED SURVEY CONTROL
 JL0016
 JL0016  NGVD 29 (??/??/92) 2318.993  (m)         7608.23   (f) ADJ UNCH    1 2
 JL0016
 JL0016.Superseded values are not recommended for survey control.
 JL0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0016.See file dsdata.txt to determine how the superseded data were derived.
 JL0016
 JL0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC076869(NAD 83)
 JL0016_MARKER: DB = BENCH MARK DISK
 JL0016_SETTING: 66 = SET IN ROCK OUTCROP
 JL0016_SP_SET: ROCK OUTCROP
 JL0016_STAMPING: L 5 1925
 JL0016_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0016+STABILITY: POSITION/ELEVATION WELL
 JL0016
 JL0016  HISTORY     - Date     Condition        Report By
 JL0016  HISTORY     - 1925     MONUMENTED       CGS
 JL0016  HISTORY     - 1958     GOOD             NGS
 JL0016
 JL0016                          STATION DESCRIPTION
 JL0016
 JL0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JL0016'1.85 MI SE FROM NATHROP.
 JL0016'ABOUT 1.85 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 JL0016'RAILROAD FROM THE STOCK PENS AT NATHROP, ABOUT 0.2 MILE NORTHWEST OF
 JL0016'MILEPOST 231, IN THE TOP OF THE SOUTHWEST END OF A 4 X 25 FOOT GRANITE
 JL0016'OUTCROP, 59 FEET NORTHEAST OF THE NORTHEAST RAIL, ON THE NORTHWEST
 JL0016'EDGE OF A SMALL GULLY, 36 1/2 FEET SOUTHWEST OF A FENCE, 20 FEET EAST
 JL0016'OF A TELEPHONE POLE, AND ABOUT 4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0297 ***********************************************************************
 KJ0297  DESIGNATION -  L 52
 KJ0297  PID         -  KJ0297
 KJ0297  STATE/COUNTY-  CO/ELBERT
 KJ0297  USGS QUAD   -  BEUCK DRAW (1970)
 KJ0297
 KJ0297                         *CURRENT SURVEY CONTROL
 KJ0297  ___________________________________________________________________
 KJ0297* NAD 83(1992)-  39 17 15.00326(N)    103 58 30.57902(W)     ADJUSTED  
 KJ0297* NAVD 88     -      1792.104  (meters)    5879.59   (feet)  POSTED    
 KJ0297  ___________________________________________________________________
 KJ0297  X           -  -1,194,115.175 (meters)                     COMP
 KJ0297  Y           -  -4,798,195.034 (meters)                     COMP
 KJ0297  Z           -   4,018,194.276 (meters)                     COMP
 KJ0297  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 KJ0297  ELLIP HEIGHT-        1773.39  (meters)          (12/03/02) GPS OBS
 KJ0297  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 KJ0297  DYNAMIC HT  -        1790.330 (meters)    5873.77  (feet)  COMP
 KJ0297  MODELED GRAV-     979,574.6   (mgal)                       NAVD 88
 KJ0297
 KJ0297  HORZ ORDER  -  FIRST
 KJ0297  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KJ0297  ELLP ORDER  -  FOURTH    CLASS II
 KJ0297
 KJ0297.The horizontal coordinates were established by GPS observations
 KJ0297.and adjusted by the National Geodetic Survey in October 2001..
 KJ0297
 KJ0297.The orthometric height was determined by differential leveling
 KJ0297.and adjusted by the National Geodetic Survey in 1992..
 KJ0297.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KJ0297.rate of 0.0 thru 1.0 mm/km.
 KJ0297.WARNING-GPS observations at this control monument resulted in a GPS
 KJ0297.derived orthometric height which differed from the leveled height by
 KJ0297.more than one decimeter (0.1 meter).
 KJ0297
 KJ0297.Photographs are available for this station.
 KJ0297
 KJ0297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KJ0297
 KJ0297.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0297
 KJ0297.The ellipsoidal height was determined by GPS observations
 KJ0297.and is referenced to NAD 83.
 KJ0297
 KJ0297.The geoid height was determined by GEOID03.
 KJ0297
 KJ0297.The dynamic height is computed by dividing the NAVD 88
 KJ0297.geopotential number by the normal gravity value computed on the
 KJ0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0297.degrees latitude (g = 980.6199 gals.).
 KJ0297
 KJ0297.The modeled gravity was interpolated from observed gravity values.
 KJ0297
 KJ0297;                    North         East     Units Scale Factor Converg.
 KJ0297;SPC CO C     -   467,328.614 1,045,943.022   MT  0.99994119   +0 57 42.1
 KJ0297;SPC CO C     - 1,533,227.29  3,431,564.73   sFT  0.99994119   +0 57 42.1
 KJ0297;UTM  13      - 4,349,182.207   588,383.313   MT  0.99969618   +0 38 56.3
 KJ0297
 KJ0297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0297!SPC CO C     -   0.99972185  x   0.99994119  =   0.99966305
 KJ0297!UTM  13      -   0.99972185  x   0.99969618  =   0.99941811
 KJ0297
 KJ0297                          SUPERSEDED SURVEY CONTROL
 KJ0297
 KJ0297  ELLIP H (10/01/01) 1773.40   (m)                       GP(       ) 3 2
 KJ0297  NGVD 29 (??/??/92) 1791.224  (m)         5876.71   (f) ADJ UNCH    2 0
 KJ0297
 KJ0297.Superseded values are not recommended for survey control.
 KJ0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0297.See file dsdata.txt to determine how the superseded data were derived.
 KJ0297
 KJ0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED8838349182(NAD 83)
 KJ0297_MARKER: DB = BENCH MARK DISK
 KJ0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0297_STAMPING: L 52 1934
 KJ0297_MARK LOGO: CGS   
 KJ0297_PROJECTION: PROJECTING 35 CENTIMETERS
 KJ0297_MAGNETIC: N = NO MAGNETIC MATERIAL
 KJ0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0297+STABILITY: SURFACE MOTION
 KJ0297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0297+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2001
 KJ0297
 KJ0297  HISTORY     - Date     Condition        Report By
 KJ0297  HISTORY     - 1934     MONUMENTED       CGS
 KJ0297  HISTORY     - 1970     GOOD             USGS
 KJ0297  HISTORY     - 19960124 GOOD             CODOT
 KJ0297  HISTORY     - 20010404 GOOD             CODOT
 KJ0297
 KJ0297                          STATION DESCRIPTION
 KJ0297
 KJ0297'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KJ0297'10.3 MI W FROM RIVER BEND.
 KJ0297'10.3 MILES WEST ALONG STATE HWY. 86 FROM RIVER BEND, ELBERT COUNTY,
 KJ0297'AT THE JUNCTION OF A ROAD LEADING TO MATHESON, 76 FEET SOUTH OF THE
 KJ0297'CENTERLINE OF HWY. 86, 31 FEET WEST OF THE CENTERLINE OF THE GRAVEL
 KJ0297'ROAD, AND 69 FEET NORTH OF A FENCE CORNER.  A STANDARD DISK STAMPED
 KJ0297'L 52 1934, AND SET IN THE TOP OF A CONCRETE POST.
 KJ0297
 KJ0297                          STATION RECOVERY (1996)
 KJ0297
 KJ0297'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (JC)
 KJ0297'RECOVERED AS DESCRIBED.
 KJ0297
 KJ0297                          STATION RECOVERY (2001)
 KJ0297
 KJ0297'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2001 (DAS)
 KJ0297'THE STATION IS LOCATED ABOUT 27.5 MILES SOUTHEAST OF THE TOWN OF
 KJ0297'KIOWA ON STATE HIGHWAY 86 AND 8.5 MILES  SOUTHWEST OF THE
 KJ0297'INTERSECTION OF STATE HIGHWAY 86 AND INTERSTATE 70 ON STATE
 KJ0297'HIGHWAY 86, AT MILE POST 50.6, IN THE NORTHEAST 1/4 OF SECTION 10,
 KJ0297'T9S, R59W,
 KJ0297'OWNERSHIP --
 KJ0297' 
 KJ0297'TO REACH THE STATION FROM INTERSTATE 70 AND STATE HIGHWAY 86,  EXIT
 KJ0297'352,
 KJ0297'GO WESTERLY ON STATE HIGHWAY 86 FOR 8.5 MILES TO THE INTERSECTION OF
 KJ0297'STATE HIGHWAY 86 AND COUNTY ROAD 149, THE STATION IS ON THE LEFT IN
 KJ0297'THE
 KJ0297'SOUTHWEST CORNER OF THE INTERSECTION OF STATE HIGHWAY 86 AND COUNTY
 KJ0297'ROAD 149.
 KJ0297' 
 KJ0297'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A 24 CM SQUARE
 KJ0297'CONCRETE
 KJ0297'POST, PROJECTING 35 CM ABOVE THE GROUND .  IT IS 23.2 M SOUTH FROM THE
 KJ0297'CENTERLINE OF STATE HIGHWAY 86, 9.5 M  WEST FROM THE CENTER OF COUNTY
 KJ0297'ROAD 149, 0.85 M NORTH FROM A FENCE CORNER, 0.5 M SOUTHWEST OF A
 KJ0297'WITNESS
 KJ0297'POST AND ABOUT 1.2 M ABOVE THE HIGHWAY.
 KJ0297' 
 KJ0297'D. A. STEWART, CDOT
 KJ0297' 
 KJ0297' 
 KJ0297'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0217 ***********************************************************************
 KK0217  DESIGNATION -  L 53
 KK0217  PID         -  KK0217
 KK0217  STATE/COUNTY-  CO/EL PASO
 KK0217  USGS QUAD   -  EASTONVILLE (1975)
 KK0217
 KK0217                         *CURRENT SURVEY CONTROL
 KK0217  ___________________________________________________________________
 KK0217* NAD 83(1992)-  39 05 04.94410(N)    104 33 01.02564(W)     ADJUSTED  
 KK0217* NAVD 88     -      2202.586  (meters)    7226.32   (feet)  ADJUSTED  
 KK0217  ___________________________________________________________________
 KK0217  X           -  -1,245,872.634 (meters)                     COMP
 KK0217  Y           -  -4,800,049.295 (meters)                     COMP
 KK0217  Z           -   4,000,998.324 (meters)                     COMP
 KK0217  LAPLACE CORR-          -7.18  (seconds)                    DEFLEC99
 KK0217  ELLIP HEIGHT-        2184.94  (meters)          (10/21/02) GPS OBS
 KK0217  GEOID HEIGHT-         -17.63  (meters)                     GEOID03
 KK0217  DYNAMIC HT  -        2200.125 (meters)    7218.24  (feet)  COMP
 KK0217  MODELED GRAV-     979,430.7   (mgal)                       NAVD 88
 KK0217
 KK0217  HORZ ORDER  -  FIRST
 KK0217  VERT ORDER  -  SECOND    CLASS 0
 KK0217  ELLP ORDER  -  FIFTH     CLASS I
 KK0217
 KK0217.The horizontal coordinates were established by GPS observations
 KK0217.and adjusted by the National Geodetic Survey in June 2000..
 KK0217
 KK0217.The orthometric height was determined by differential leveling
 KK0217.and adjusted by the National Geodetic Survey in June 1991..
 KK0217
 KK0217.Photographs are available for this station.
 KK0217
 KK0217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK0217
 KK0217.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK0217
 KK0217.The ellipsoidal height was determined by GPS observations
 KK0217.and is referenced to NAD 83.
 KK0217
 KK0217.The geoid height was determined by GEOID03.
 KK0217
 KK0217.The dynamic height is computed by dividing the NAVD 88
 KK0217.geopotential number by the normal gravity value computed on the
 KK0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0217.degrees latitude (g = 980.6199 gals.).
 KK0217
 KK0217.The modeled gravity was interpolated from observed gravity values.
 KK0217
 KK0217;                    North         East     Units Scale Factor Converg.
 KK0217;SPC CO C     -   444,141.515   996,567.288   MT  0.99993595   +0 35 56.3
 KK0217;SPC CO C     - 1,457,154.29  3,269,571.18   sFT  0.99993595   +0 35 56.3
 KK0217;UTM  13      - 4,326,272.883   538,895.228   MT  0.99961863   +0 17 00.7
 KK0217
 KK0217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK0217!SPC CO C     -   0.99965731  x   0.99993595  =   0.99959328
 KK0217!UTM  13      -   0.99965731  x   0.99961863  =   0.99927607
 KK0217
 KK0217                          SUPERSEDED SURVEY CONTROL
 KK0217
 KK0217  ELLIP H (06/30/00) 2184.97   (m)                       GP(       ) 1 1
 KK0217  NAVD 88 (06/30/00) 2202.59   (m)         7226.3    (f) LEVELING    3  
 KK0217  NGVD 29 (??/??/92) 2201.372  (m)         7222.33   (f) ADJ UNCH    2 0
 KK0217
 KK0217.Superseded values are not recommended for survey control.
 KK0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0217.See file dsdata.txt to determine how the superseded data were derived.
 KK0217
 KK0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED3889526273(NAD 83)
 KK0217_MARKER: DB = BENCH MARK DISK
 KK0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0217_STAMPING: L 53 1934
 KK0217_MARK LOGO: CGS   
 KK0217_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0217+STABILITY: SURFACE MOTION
 KK0217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0217+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 KK0217
 KK0217  HISTORY     - Date     Condition        Report By
 KK0217  HISTORY     - 1934     MONUMENTED       CGS
 KK0217  HISTORY     - 1952     GOOD             NGS
 KK0217  HISTORY     - 19990408 GOOD             MSAM
 KK0217  HISTORY     - 20051112 GOOD             CLSI
 KK0217
 KK0217                          STATION DESCRIPTION
 KK0217
 KK0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 KK0217'2.4 MI N FROM EASTONVILLE.
 KK0217'0.75 MILE EAST ALONG STATE HIGHWAY 50 FROM THE GRADE SCHOOL AT
 KK0217'EASTONVILLE, THENCE 1.6 MILES NORTH ALONG STATE HIGHWAY 217, 0.25
 KK0217'MILE NORTH OF A ROAD LEADING WEST TO A FARMHOUSE, 86 FEET EAST OF
 KK0217'THE CENTER LINE OF THE HIGHWAY, 30 FEET EAST OF THE CENTER LINE OF
 KK0217'AN ABANDONED RAILROAD.  72 FEET SOUTHEAST OF A TELEPHONE POLE, 48
 KK0217'FEET EAST OF A FENCE, 3 FEET SOUTH OF A WITNESS POST, 8 FEET ABOVE
 KK0217'THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST WHICH
 KK0217'PROJECTS 1.0 FOOT ABOVE THE GROUND.
 KK0217
 KK0217                          STATION RECOVERY (1999)
 KK0217
 KK0217'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 KK0217'THE STATION IS LOCATED ABOUT 15 KM (9.30 MI) SOUTH OF ELBERT AND 12 KM
 KK0217'(7.45 MI) NORTHWEST OF FALCON COLORADO.  OWNERSHIP--
 KK0217'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 24 AND
 KK0217'MERIDIAN ROAD IN FALCON, GO NORTHEAST ON US HIGHWAY 24 FOR 5.3 MI (8.5
 KK0217'KM) TO A SIDE ROAD LEFT.  TURN LEFT, NORTH, ALONG ELBERT ROAD FOR 7 MI
 KK0217'(11.3 KM) TO THE STATION ON THE RIGHT
 KK0217'THE MARK IS A COAST AND GEODETIC SURVEY BENCHMARK DISK SET IN THE TOP
 KK0217'CENTER OF A 25CM SQUARE CONCRETE POST, PROJECTION 25CM ABOVE THE
 KK0217'GROUND.  IT IS 22.5 M (73.8 FT) EAST OF AND ABOUT 2 M (6.6 FT) ABOVE
 KK0217'THE CENTER OF ELBERT ROAD, 10.  M (32.8 FT) EAST OF A FENCE AND 0.8 M
 KK0217'(2.6 FT) SOUTH FROM A 4X4 WOOD WITNESS POST.
 KK0217
 KK0217                          STATION RECOVERY (2005)
 KK0217
 KK0217'RECOVERY NOTE BY CLARK LAND SURVEYING INCORPORATED 2005 (MSJ)
 KK0217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0517 ***********************************************************************
 KK0517  DESIGNATION -  L 54
 KK0517  PID         -  KK0517
 KK0517  STATE/COUNTY-  CO/ARAPAHOE
 KK0517  USGS QUAD   -  FITZSIMONS (1994)
 KK0517
 KK0517                         *CURRENT SURVEY CONTROL
 KK0517  ___________________________________________________________________
 KK0517* NAD 83(1986)-  39 37 40.     (N)    104 50 55.     (W)     SCALED    
 KK0517* NAVD 88     -      1693.793  (meters)    5557.05   (feet)  POSTED    
 KK0517  ___________________________________________________________________
 KK0517  GEOID HEIGHT-         -17.37  (meters)                     GEOID03
 KK0517  DYNAMIC HT  -        1692.130 (meters)    5551.60  (feet)  COMP
 KK0517  MODELED GRAV-     979,586.7   (mgal)                       NAVD 88
 KK0517
 KK0517  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0517
 KK0517.The horizontal coordinates were scaled from a topographic map and have
 KK0517.an estimated accuracy of +/- 6 seconds.
 KK0517
 KK0517.The orthometric height was determined by differential leveling
 KK0517.and adjusted by the National Geodetic Survey in 1992..
 KK0517.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0517.rate of 1.1 thru 2.0 mm/km.
 KK0517
 KK0517.The geoid height was determined by GEOID03.
 KK0517
 KK0517.The dynamic height is computed by dividing the NAVD 88
 KK0517.geopotential number by the normal gravity value computed on the
 KK0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0517.degrees latitude (g = 980.6199 gals.).
 KK0517
 KK0517.The modeled gravity was interpolated from observed gravity values.
 KK0517
 KK0517;                    North         East    Units  Estimated Accuracy
 KK0517;SPC CO C     -   504,200.      970,330.      MT  (+/- 180 meters Scaled)
 KK0517
 KK0517                          SUPERSEDED SURVEY CONTROL
 KK0517
 KK0517  NGVD 29 (??/??/92) 1692.907  (m)         5554.15   (f) ADJ UNCH    2 0
 KK0517
 KK0517.Superseded values are not recommended for survey control.
 KK0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0517.See file dsdata.txt to determine how the superseded data were derived.
 KK0517
 KK0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED129864(NAD 83)
 KK0517_MARKER: DB = BENCH MARK DISK
 KK0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0517_STAMPING: L 54 1934
 KK0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0517+STABILITY: SURFACE MOTION
 KK0517
 KK0517  HISTORY     - Date     Condition        Report By
 KK0517  HISTORY     - 1934     MONUMENTED       CGS
 KK0517  HISTORY     - 1957     GOOD             NGS
 KK0517
 KK0517                          STATION DESCRIPTION
 KK0517
 KK0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 KK0517'2.4 MI SE FROM CHERRY CREEK.
 KK0517'CHERRY CREEK SCHOOL, 0.4 MILES S, THENCE 1.7 MILES EAST ALONG
 KK0517'STATE HIGHWAY 88 TO ROAD BEND S.E. AND TRACK ROAD N.W. THENCE,
 KK0517'ENTERING GOVT. PROPERTY, 0.3 MILE TO BENCH MARK ON THE LEFT.  44
 KK0517'FEET S.W. CENTERLINE OF TRACK ROAD.  A STANDARD DISK STAMPED
 KK0517'L 54 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 KK0517'0.4 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0240 ***********************************************************************
 LK0240  DESIGNATION -  L 55
 LK0240  PID         -  LK0240
 LK0240  STATE/COUNTY-  CO/WASHINGTON
 LK0240  USGS QUAD   -  FREMONT BUTTE (1984)
 LK0240
 LK0240                         *CURRENT SURVEY CONTROL
 LK0240  ___________________________________________________________________
 LK0240* NAD 83(1986)-  40 09 39.     (N)    103 19 51.     (W)     SCALED    
 LK0240* NAVD 88     -      1388.423  (meters)    4555.18   (feet)  ADJUSTED  
 LK0240  ___________________________________________________________________
 LK0240  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 LK0240  DYNAMIC HT  -        1387.287 (meters)    4551.46  (feet)  COMP
 LK0240  MODELED GRAV-     979,758.5   (mgal)                       NAVD 88
 LK0240
 LK0240  VERT ORDER  -  SECOND    CLASS 0
 LK0240
 LK0240.The horizontal coordinates were scaled from a topographic map and have
 LK0240.an estimated accuracy of +/- 6 seconds.
 LK0240
 LK0240.The orthometric height was determined by differential leveling
 LK0240.and adjusted by the National Geodetic Survey in June 1991..
 LK0240
 LK0240.The geoid height was determined by GEOID03.
 LK0240
 LK0240.The dynamic height is computed by dividing the NAVD 88
 LK0240.geopotential number by the normal gravity value computed on the
 LK0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0240.degrees latitude (g = 980.6199 gals.).
 LK0240
 LK0240.The modeled gravity was interpolated from observed gravity values.
 LK0240
 LK0240;                    North         East    Units  Estimated Accuracy
 LK0240;SPC CO N     -   398,940.    1,099,170.      MT  (+/- 180 meters Scaled)
 LK0240
 LK0240                          SUPERSEDED SURVEY CONTROL
 LK0240
 LK0240  NGVD 29 (??/??/92) 1387.762  (m)         4553.02   (f) ADJ UNCH    2 0
 LK0240
 LK0240.Superseded values are not recommended for survey control.
 LK0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0240.See file dsdata.txt to determine how the superseded data were derived.
 LK0240
 LK0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE421469(NAD 83)
 LK0240_MARKER: DB = BENCH MARK DISK
 LK0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0240_STAMPING: L 55 1935
 LK0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0240+STABILITY: SURFACE MOTION
 LK0240
 LK0240  HISTORY     - Date     Condition        Report By
 LK0240  HISTORY     - 1935     MONUMENTED       CGS
 LK0240  HISTORY     - 1973     MARK NOT FOUND   USGS
 LK0240
 LK0240                          STATION DESCRIPTION
 LK0240
 LK0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LK0240'6.2 MI W FROM AKRON.
 LK0240'6.2 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LK0240'FROM THE STATION AT AKRON, WASHINGTON COUNTY, AT POLE 437+02, 65
 LK0240'FEET SOUTH OF THE CENTERLINE OF THE TRACK, 30 FEET SOUTHEAST OF A
 LK0240'POLE, AND 20 FT. NORTH OF A FENCE.  A STANDARD DISK, STAMPED L 55 1935
 LK0240'AND SET IN THE TOP OF A CONCRETE POST.
 LK0240
 LK0240                          STATION RECOVERY (1973)
 LK0240
 LK0240'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LK0240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0176 ***********************************************************************
 KJ0176  DESIGNATION -  L 56
 KJ0176  PID         -  KJ0176
 KJ0176  STATE/COUNTY-  CO/WASHINGTON
 KJ0176  USGS QUAD   -  ANTON (1978)
 KJ0176
 KJ0176                         *CURRENT SURVEY CONTROL
 KJ0176  ___________________________________________________________________
 KJ0176* NAD 83(1986)-  39 44 30.     (N)    103 10 47.     (W)     SCALED    
 KJ0176* NAVD 88     -      1473.320  (meters)    4833.72   (feet)  ADJUSTED  
 KJ0176  ___________________________________________________________________
 KJ0176  GEOID HEIGHT-         -20.71  (meters)                     GEOID03
 KJ0176  DYNAMIC HT  -        1472.011 (meters)    4829.42  (feet)  COMP
 KJ0176  MODELED GRAV-     979,686.0   (mgal)                       NAVD 88
 KJ0176
 KJ0176  VERT ORDER  -  SECOND    CLASS 0
 KJ0176
 KJ0176.The horizontal coordinates were scaled from a topographic map and have
 KJ0176.an estimated accuracy of +/- 6 seconds.
 KJ0176
 KJ0176.The orthometric height was determined by differential leveling
 KJ0176.and adjusted by the National Geodetic Survey in June 1991..
 KJ0176
 KJ0176.The geoid height was determined by GEOID03.
 KJ0176
 KJ0176.The dynamic height is computed by dividing the NAVD 88
 KJ0176.geopotential number by the normal gravity value computed on the
 KJ0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0176.degrees latitude (g = 980.6199 gals.).
 KJ0176
 KJ0176.The modeled gravity was interpolated from observed gravity values.
 KJ0176
 KJ0176;                    North         East    Units  Estimated Accuracy
 KJ0176;SPC CO N     -   352,740.    1,113,260.      MT  (+/- 180 meters Scaled)
 KJ0176
 KJ0176                          SUPERSEDED SURVEY CONTROL
 KJ0176
 KJ0176  NGVD 29 (??/??/92) 1472.586  (m)         4831.31   (f) ADJ UNCH    2 0
 KJ0176
 KJ0176.Superseded values are not recommended for survey control.
 KJ0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0176.See file dsdata.txt to determine how the superseded data were derived.
 KJ0176
 KJ0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFE559006(NAD 83)
 KJ0176_MARKER: DB = BENCH MARK DISK
 KJ0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0176_SP_SET: CONCRETE POST
 KJ0176_STAMPING: L 56 1935
 KJ0176_MARK LOGO: CGS   
 KJ0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0176+STABILITY: SURFACE MOTION
 KJ0176_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KJ0176+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2001
 KJ0176
 KJ0176  HISTORY     - Date     Condition        Report By
 KJ0176  HISTORY     - 1935     MONUMENTED       CGS
 KJ0176  HISTORY     - 19721024 GOOD             USGS
 KJ0176  HISTORY     - 20010509 GOOD             LOCSUR
 KJ0176
 KJ0176                          STATION DESCRIPTION
 KJ0176
 KJ0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KJ0176'2 MI E FROM ANTON.
 KJ0176'2.0 MILES EAST ALONG U.S. HIGHWAY 36 FROM THE CROSSING OF STATE
 KJ0176'HIGHWAY 63 AT ANTON, WASHINGTON COUNTY, 0.3 MILE SOUTH OF A
 KJ0176'FARMHOUSE, AT A ROAD CROSSING, 95 FEET NORTH OF THE CENTERLINE OF
 KJ0176'THE HIGHWAY, 40 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 10
 KJ0176'FEET NORTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED L 56 1935
 KJ0176'AND SET IN THE TOP OF A CONCRETE POST.
 KJ0176
 KJ0176                          STATION RECOVERY (1972)
 KJ0176
 KJ0176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KJ0176'RECOVERED IN GOOD CONDITION.
 KJ0176
 KJ0176                          STATION RECOVERY (2001)
 KJ0176
 KJ0176'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (MSJ)
 KJ0176'FENCE CORNER AND FARMHOUSE REFERRED TO PREVIOUSLY ARE GONE.  DISK IS
 KJ0176'40.0 FEET NORTH OF COUNTY ROAD 12, 24 FEET EAST OF COUNTY ROAD EE AND
 KJ0176'2.0 FEET SSW OF POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0308 ***********************************************************************
 KJ0308  DESIGNATION -  L 57
 KJ0308  PID         -  KJ0308
 KJ0308  STATE/COUNTY-  CO/ADAMS
 KJ0308  USGS QUAD   -  COTTONWOOD VALLEY NORTH (1973)
 KJ0308
 KJ0308                         *CURRENT SURVEY CONTROL
 KJ0308  ___________________________________________________________________
 KJ0308* NAD 83(1986)-  39 44 25.     (N)    103 49 56.     (W)     SCALED    
 KJ0308* NAVD 88     -      1511.138  (meters)    4957.79   (feet)  ADJUSTED  
 KJ0308  ___________________________________________________________________
 KJ0308  GEOID HEIGHT-         -19.35  (meters)                     GEOID03
 KJ0308  DYNAMIC HT  -        1509.787 (meters)    4953.36  (feet)  COMP
 KJ0308  MODELED GRAV-     979,679.1   (mgal)                       NAVD 88
 KJ0308
 KJ0308  VERT ORDER  -  SECOND    CLASS 0
 KJ0308
 KJ0308.The horizontal coordinates were scaled from a topographic map and have
 KJ0308.an estimated accuracy of +/- 6 seconds.
 KJ0308
 KJ0308.The orthometric height was determined by differential leveling
 KJ0308.and adjusted by the National Geodetic Survey in June 1991..
 KJ0308
 KJ0308.The geoid height was determined by GEOID03.
 KJ0308
 KJ0308.The dynamic height is computed by dividing the NAVD 88
 KJ0308.geopotential number by the normal gravity value computed on the
 KJ0308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0308.degrees latitude (g = 980.6199 gals.).
 KJ0308
 KJ0308.The modeled gravity was interpolated from observed gravity values.
 KJ0308
 KJ0308;                    North         East    Units  Estimated Accuracy
 KJ0308;SPC CO N     -   351,330.    1,057,350.      MT  (+/- 180 meters Scaled)
 KJ0308
 KJ0308                          SUPERSEDED SURVEY CONTROL
 KJ0308
 KJ0308  NGVD 29 (??/??/92) 1510.351  (m)         4955.21   (f) ADJ UNCH    2 0
 KJ0308
 KJ0308.Superseded values are not recommended for survey control.
 KJ0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0308.See file dsdata.txt to determine how the superseded data were derived.
 KJ0308
 KJ0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD000995(NAD 83)
 KJ0308_MARKER: DB = BENCH MARK DISK
 KJ0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0308_STAMPING: L 57 1935
 KJ0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0308+STABILITY: SURFACE MOTION
 KJ0308
 KJ0308  HISTORY     - Date     Condition        Report By
 KJ0308  HISTORY     - 1935     MONUMENTED       CGS
 KJ0308  HISTORY     - 1954     GOOD             NGS
 KJ0308
 KJ0308                          STATION DESCRIPTION
 KJ0308
 KJ0308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KJ0308'13 MI W FROM LAST CHANCE.
 KJ0308'11.05 MILES WEST ALONG U.S. HIGHWAY 36 FROM ITS INTERSECTION WITH
 KJ0308'STATE HIGHWAY 71 AT LAST CHANCE, THENCE 1.95 MILES WEST ALONG AN
 KJ0308'ABANDONED ROAD, ON THE EAST SLOPE OF A HILL, 49 FEET NORTH OF THE
 KJ0308'CENTER LINE OF AN ABANDONED ROAD, 4 FEET WEST OF A FENCE CORNER,
 KJ0308'1.5 FEET SOUTH OF A FENCE, 1.5 FEET EAST OF A WITNESS POST, SET IN
 KJ0308'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.7 FOOT ABOVE THE
 KJ0308'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0202 ***********************************************************************
 KJ0202  DESIGNATION -  L 58
 KJ0202  PID         -  KJ0202
 KJ0202  STATE/COUNTY-  CO/LINCOLN
 KJ0202  USGS QUAD   -  FLAGLER SW (1979)
 KJ0202
 KJ0202                         *CURRENT SURVEY CONTROL
 KJ0202  ___________________________________________________________________
 KJ0202* NAD 83(1986)-  39 17 12.     (N)    103 10 25.     (W)     SCALED    
 KJ0202* NAVD 88     -      1551.831  (meters)    5091.30   (feet)  ADJUSTED  
 KJ0202  ___________________________________________________________________
 KJ0202  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 KJ0202  DYNAMIC HT  -        1550.375 (meters)    5086.52  (feet)  COMP
 KJ0202  MODELED GRAV-     979,633.9   (mgal)                       NAVD 88
 KJ0202
 KJ0202  VERT ORDER  -  SECOND    CLASS 0
 KJ0202
 KJ0202.The horizontal coordinates were scaled from a topographic map and have
 KJ0202.an estimated accuracy of +/- 6 seconds.
 KJ0202
 KJ0202.The orthometric height was determined by differential leveling
 KJ0202.and adjusted by the National Geodetic Survey in June 1991..
 KJ0202
 KJ0202.The geoid height was determined by GEOID03.
 KJ0202
 KJ0202.The dynamic height is computed by dividing the NAVD 88
 KJ0202.geopotential number by the normal gravity value computed on the
 KJ0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0202.degrees latitude (g = 980.6199 gals.).
 KJ0202
 KJ0202.The modeled gravity was interpolated from observed gravity values.
 KJ0202
 KJ0202;                    North         East    Units  Estimated Accuracy
 KJ0202;SPC CO C     -   468,700.    1,115,080.      MT  (+/- 180 meters Scaled)
 KJ0202
 KJ0202                          SUPERSEDED SURVEY CONTROL
 KJ0202
 KJ0202  NGVD 29 (??/??/92) 1551.120  (m)         5088.97   (f) ADJ UNCH    2 0
 KJ0202
 KJ0202.Superseded values are not recommended for survey control.
 KJ0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0202.See file dsdata.txt to determine how the superseded data were derived.
 KJ0202
 KJ0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD575501(NAD 83)
 KJ0202_MARKER: DB = BENCH MARK DISK
 KJ0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0202_STAMPING: L 58 1938
 KJ0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0202+STABILITY: SURFACE MOTION
 KJ0202
 KJ0202  HISTORY     - Date     Condition        Report By
 KJ0202  HISTORY     - 1938     MONUMENTED       CGS
 KJ0202  HISTORY     - 1973     MARK NOT FOUND   NGS
 KJ0202  HISTORY     - 1975     MARK NOT FOUND   USGS
 KJ0202
 KJ0202                          STATION DESCRIPTION
 KJ0202
 KJ0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 KJ0202'5.6 MI W FROM FLAGLER.
 KJ0202'IN LINCOLN COUNTY, 5.6 MILES WEST ALONG THE CHICAGO, ROCK ISLAND
 KJ0202'AND PACIFIC RAILROAD FROM THE STATION AT FLAGLER, 5.9 MILES EAST OF
 KJ0202'ARRIBA, LINCOLN COUNTY, 165 FEET SOUTHEAST OF MILEPOST 503, AT A
 KJ0202'ROAD CROSSING, 90 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 42
 KJ0202'FEET EAST OF THE CENTERLINE OF THE ROAD, 47 FEET NORTH OF THE
 KJ0202'CENTERLINE OF U.S. HIGHWAY 24, AND 4 FEET NORTHWEST OF A FENCE.
 KJ0202'A STANDARD DISK, STAMPED L 58 1935 AND SET IN THE TOP OF A CONCRETE
 KJ0202'POST.
 KJ0202
 KJ0202                          STATION RECOVERY (1975)
 KJ0202
 KJ0202'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KJ0202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0112 ***********************************************************************
 LK0112  DESIGNATION -  L 59
 LK0112  PID         -  LK0112
 LK0112  STATE/COUNTY-  CO/YUMA
 LK0112  USGS QUAD   -  CLARKVILLE (1972)
 LK0112
 LK0112                         *CURRENT SURVEY CONTROL
 LK0112  ___________________________________________________________________
 LK0112* NAD 83(1986)-  40 22 49.     (N)    102 42 11.     (W)     SCALED    
 LK0112* NAVD 88     -      1241.816  (meters)    4074.19   (feet)  ADJUSTED  
 LK0112  ___________________________________________________________________
 LK0112  GEOID HEIGHT-         -20.78  (meters)                     GEOID03
 LK0112  DYNAMIC HT  -        1240.866 (meters)    4071.07  (feet)  COMP
 LK0112  MODELED GRAV-     979,817.4   (mgal)                       NAVD 88
 LK0112
 LK0112  VERT ORDER  -  SECOND    CLASS 0
 LK0112
 LK0112.The horizontal coordinates were scaled from a topographic map and have
 LK0112.an estimated accuracy of +/- 6 seconds.
 LK0112
 LK0112.The orthometric height was determined by differential leveling
 LK0112.and adjusted by the National Geodetic Survey in June 1991..
 LK0112
 LK0112.Photographs are available for this station.
 LK0112
 LK0112.The geoid height was determined by GEOID03.
 LK0112
 LK0112.The dynamic height is computed by dividing the NAVD 88
 LK0112.geopotential number by the normal gravity value computed on the
 LK0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0112.degrees latitude (g = 980.6199 gals.).
 LK0112
 LK0112.The modeled gravity was interpolated from observed gravity values.
 LK0112
 LK0112;                    North         East    Units  Estimated Accuracy
 LK0112;SPC CO N     -   424,790.    1,151,860.      MT  (+/- 180 meters Scaled)
 LK0112
 LK0112                          SUPERSEDED SURVEY CONTROL
 LK0112
 LK0112  NGVD 29 (??/??/92) 1241.276  (m)         4072.42   (f) ADJ UNCH    2 0
 LK0112
 LK0112.Superseded values are not recommended for survey control.
 LK0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0112.See file dsdata.txt to determine how the superseded data were derived.
 LK0112
 LK0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE949724(NAD 83)
 LK0112_MARKER: DB = BENCH MARK DISK
 LK0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0112_STAMPING: L 59 1935
 LK0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0112+STABILITY: SURFACE MOTION
 LK0112
 LK0112  HISTORY     - Date     Condition        Report By
 LK0112  HISTORY     - 1935     MONUMENTED       CGS
 LK0112  HISTORY     - 1942     GOOD             NGS
 LK0112
 LK0112                          STATION DESCRIPTION
 LK0112
 LK0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LK0112'18.8 MI N FROM YUMA.
 LK0112'18.8 MILES NORTH ALONG STATE HIGHWAY 59 FROM THE INTERSECTION
 LK0112'OF STATE HIGHWAY 54 AT YUMA, YUMA COUNTY, 150 YARDS NORTHEAST OF
 LK0112'A FARMHOUSE, AT A ROAD INTERSECTION, 65 FEET EAST OF THE CENTERLINE
 LK0112'OF THE HIGHWAY, 28 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 LK0112'33 FEET EAST OF A FENCE CORNER, AND 2 FEET SOUTH OF THE FENCE.  A
 LK0112'STANDARD DISK, STAMPED L 59 1935 AND SET IN THE TOP OF A CONCRETE
 LK0112'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0568 ***********************************************************************
 JK0568  DESIGNATION -  L 6
 JK0568  PID         -  JK0568
 JK0568  STATE/COUNTY-  CO/FREMONT
 JK0568  USGS QUAD   -  ECHO (1980)
 JK0568
 JK0568                         *CURRENT SURVEY CONTROL
 JK0568  ___________________________________________________________________
 JK0568* NAD 83(1986)-  38 26 35.     (N)    105 32 15.     (W)     SCALED    
 JK0568* NAVD 88     -      1854.715  (meters)    6085.01   (feet)  ADJUSTED  
 JK0568  ___________________________________________________________________
 JK0568  GEOID HEIGHT-         -15.15  (meters)                     GEOID03
 JK0568  DYNAMIC HT  -        1852.587 (meters)    6078.03  (feet)  COMP
 JK0568  MODELED GRAV-     979,416.1   (mgal)                       NAVD 88
 JK0568
 JK0568  VERT ORDER  -  FIRST     CLASS II
 JK0568
 JK0568.The horizontal coordinates were scaled from a topographic map and have
 JK0568.an estimated accuracy of +/- 6 seconds.
 JK0568
 JK0568.The orthometric height was determined by differential leveling
 JK0568.and adjusted by the National Geodetic Survey in June 1991..
 JK0568
 JK0568.The geoid height was determined by GEOID03.
 JK0568
 JK0568.The dynamic height is computed by dividing the NAVD 88
 JK0568.geopotential number by the normal gravity value computed on the
 JK0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0568.degrees latitude (g = 980.6199 gals.).
 JK0568
 JK0568.The modeled gravity was interpolated from observed gravity values.
 JK0568
 JK0568;                    North         East    Units  Estimated Accuracy
 JK0568;SPC CO C     -   372,490.      911,130.      MT  (+/- 180 meters Scaled)
 JK0568
 JK0568                          SUPERSEDED SURVEY CONTROL
 JK0568
 JK0568  NGVD 29 (??/??/92) 1853.498  (m)         6081.02   (f) ADJ UNCH    1 2
 JK0568
 JK0568.Superseded values are not recommended for survey control.
 JK0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0568.See file dsdata.txt to determine how the superseded data were derived.
 JK0568
 JK0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC530551(NAD 83)
 JK0568_MARKER: DB = BENCH MARK DISK
 JK0568_SETTING: 66 = SET IN ROCK OUTCROP
 JK0568_SP_SET: OUTCROP
 JK0568_STAMPING: L 6 1925 6081.130
 JK0568_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0568+STABILITY: POSITION/ELEVATION WELL
 JK0568
 JK0568  HISTORY     - Date     Condition        Report By
 JK0568  HISTORY     - 1925     MONUMENTED       CGS
 JK0568  HISTORY     - 1953     GOOD             NGS
 JK0568  HISTORY     - 1979     GOOD             USGS
 JK0568
 JK0568                          STATION DESCRIPTION
 JK0568
 JK0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0568'3.9 MI NE FROM TEXAS CREEK.
 JK0568'3.9 MILES NORTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0568'RAILROAD FROM THE STATION AT TEXAS CREEK, 0.2 MILE SOUTHWEST OF
 JK0568'MILEPOST 180, 93 FEET NORTHEAST OF THE NORTHEAST SIDE OF THE WATER
 JK0568'TANK AT ECNO SIDING, 112 FEET NORTHWEST OF THE NORTHWEST RAIL OF
 JK0568'THE MAIN TRACK, 38.7 FEET NORTHWEST OF A FENCE, 2 FEET ABOVE THE
 JK0568'GROUND, 6 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF AN
 JK0568'8X17 FOOT ROCK OUTCROP.
 JK0568
 JK0568                          STATION RECOVERY (1979)
 JK0568
 JK0568'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JK0568'3.9 MILES NORTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0568'FROM TEXAS CREEK, 0.2 MILE SOUTHWEST OF MILEPOST 180, 93 FEET
 JK0568'NORTHEAST OF THE NORTHEAST SIDE OF AN OLD WATER TANK FOUNDATION, 112
 JK0568'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, 38.7 FEET
 JK0568'NORTHWEST OF A FENCE, 2 FEET ABOVE THE GROUND, 6 FEET BELOW THE TOP
 JK0568'OF THE RAILS, SET IN THE TOP OF AN 8 X 17 FOOT ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0301 ***********************************************************************
 LK0301  DESIGNATION -  L 61
 LK0301  PID         -  LK0301
 LK0301  STATE/COUNTY-  CO/MORGAN
 LK0301  USGS QUAD   -  VALLERY (1984)
 LK0301
 LK0301                         *CURRENT SURVEY CONTROL
 LK0301  ___________________________________________________________________
 LK0301* NAD 83(1986)-  40 14 52.     (N)    103 59 58.     (W)     SCALED    
 LK0301* NAVD 88     -      1367.653  (meters)    4487.04   (feet)  ADJUSTED  
 LK0301  ___________________________________________________________________
 LK0301  GEOID HEIGHT-         -19.29  (meters)                     GEOID03
 LK0301  DYNAMIC HT  -        1366.532 (meters)    4483.36  (feet)  COMP
 LK0301  MODELED GRAV-     979,758.1   (mgal)                       NAVD 88
 LK0301
 LK0301  VERT ORDER  -  FIRST     CLASS II
 LK0301
 LK0301.The horizontal coordinates were scaled from a topographic map and have
 LK0301.an estimated accuracy of +/- 6 seconds.
 LK0301
 LK0301.The orthometric height was determined by differential leveling
 LK0301.and adjusted by the National Geodetic Survey in June 1991..
 LK0301.WARNING-Repeat measurements at this control monument indicate possible
 LK0301.vertical movement.
 LK0301
 LK0301.The geoid height was determined by GEOID03.
 LK0301
 LK0301.The dynamic height is computed by dividing the NAVD 88
 LK0301.geopotential number by the normal gravity value computed on the
 LK0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0301.degrees latitude (g = 980.6199 gals.).
 LK0301
 LK0301.The modeled gravity was interpolated from observed gravity values.
 LK0301
 LK0301;                    North         East    Units  Estimated Accuracy
 LK0301;SPC CO N     -   407,410.    1,042,060.      MT  (+/- 180 meters Scaled)
 LK0301
 LK0301                          SUPERSEDED SURVEY CONTROL
 LK0301
 LK0301  NGVD 29 (??/??/92) 1366.873  (m)         4484.48   (f) ADJ UNCH    1 2
 LK0301
 LK0301.Superseded values are not recommended for survey control.
 LK0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0301.See file dsdata.txt to determine how the superseded data were derived.
 LK0301
 LK0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE850557(NAD 83)
 LK0301_MARKER: DB = BENCH MARK DISK
 LK0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0301_SP_SET: CONCRETE POST
 LK0301_STAMPING: L 61 1934
 LK0301_MARK LOGO: CGS   
 LK0301_PROJECTION: PROJECTING 10 CENTIMETERS
 LK0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0301+STABILITY: SURFACE MOTION
 LK0301
 LK0301  HISTORY     - Date     Condition        Report By
 LK0301  HISTORY     - 1934     MONUMENTED       CGS
 LK0301  HISTORY     - 1977     GOOD             NGS
 LK0301  HISTORY     - 1984     GOOD             NGS
 LK0301
 LK0301                          STATION DESCRIPTION
 LK0301
 LK0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LK0301'4.3 MI E FROM WIGGINS.
 LK0301'4.3 MILES EAST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD FROM
 LK0301'WIGGINS, MORGAN COUNTY, 0.2 MILE EAST OF MILEPOST 475, AT A ROAD
 LK0301'CROSSING, 54 FEET NORTHWEST OF THE CENTER OF THE CROSSING, 33
 LK0301'FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 87 FEET SOUTH OF
 LK0301'THE CENTERLINE OF U.S. HIGHWAY 6.  A STANDARD DISK, STAMPED L
 LK0301'61 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LK0301
 LK0301                          STATION RECOVERY (1977)
 LK0301
 LK0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 LK0301'RECOVERED IN GOOD CONDITION.
 LK0301
 LK0301                          STATION RECOVERY (1984)
 LK0301
 LK0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LK0301'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  17.9 KM
 LK0301'(11.1 MI) WESTERLY ALONG INTERSTATE HIGHWAY 76 FROM ITS JUNCTION WITH
 LK0301'STATE HIGHWAY 52 IN FORT MORGAN, 38.4 M (126.0 FT) SOUTH OF THE
 LK0301'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, AND 11.9 M (39.0
 LK0301'FT) NORTH OF THE NEAR RAIL.
 LK0301'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 LK0301'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0238 ***********************************************************************
 LL0238  DESIGNATION -  L 62
 LL0238  PID         -  LL0238
 LL0238  STATE/COUNTY-  CO/WELD
 LL0238  USGS QUAD   -  HUDSON (1994)
 LL0238
 LL0238                         *CURRENT SURVEY CONTROL
 LL0238  ___________________________________________________________________
 LL0238* NAD 83(1986)-  40 04 12.     (N)    104 38 21.     (W)     SCALED    
 LL0238* NAVD 88     -      1532.107  (meters)    5026.59   (feet)  POSTED    
 LL0238  ___________________________________________________________________
 LL0238  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 LL0238  DYNAMIC HT  -        1530.740 (meters)    5022.10  (feet)  COMP
 LL0238  MODELED GRAV-     979,680.9   (mgal)                       NAVD 88
 LL0238
 LL0238  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0238
 LL0238.The horizontal coordinates were scaled from a topographic map and have
 LL0238.an estimated accuracy of +/- 6 seconds.
 LL0238
 LL0238.The orthometric height was determined by differential leveling
 LL0238.and adjusted by the National Geodetic Survey in 1992..
 LL0238.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0238.rate of 0.0 thru 1.0 mm/km.
 LL0238
 LL0238.The geoid height was determined by GEOID03.
 LL0238
 LL0238.The dynamic height is computed by dividing the NAVD 88
 LL0238.geopotential number by the normal gravity value computed on the
 LL0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0238.degrees latitude (g = 980.6199 gals.).
 LL0238
 LL0238.The modeled gravity was interpolated from observed gravity values.
 LL0238
 LL0238;                    North         East    Units  Estimated Accuracy
 LL0238;SPC CO N     -   386,950.      987,830.      MT  (+/- 180 meters Scaled)
 LL0238
 LL0238                          SUPERSEDED SURVEY CONTROL
 LL0238
 LL0238  NGVD 29 (??/??/92) 1531.238  (m)         5023.74   (f) ADJ UNCH    2 0
 LL0238
 LL0238.Superseded values are not recommended for survey control.
 LL0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0238.See file dsdata.txt to determine how the superseded data were derived.
 LL0238
 LL0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE307355(NAD 83)
 LL0238_MARKER: DB = BENCH MARK DISK
 LL0238_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0238_SP_SET: LANDING
 LL0238_STAMPING: L 62 1934
 LL0238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0238
 LL0238  HISTORY     - Date     Condition        Report By
 LL0238  HISTORY     - 1934     MONUMENTED       CGS
 LL0238  HISTORY     - 1979     GOOD             NGS
 LL0238
 LL0238                          STATION DESCRIPTION
 LL0238
 LL0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0238'AT HUDSON.
 LL0238'AT HUDSON, WELD COUNTY, AT THE PUBLIC SCHOOL BUILDING, IN THE
 LL0238'NORTH EDGE OF THE WEST CONCRETE LANDING, AND 4 FEET NORTH OF
 LL0238'THE CENTERLINE OF THE LANDING.  A STANDARD DISK, STAMPED L 62 1934.
 LL0238
 LL0238                          STATION RECOVERY (1979)
 LL0238
 LL0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 LL0238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0256 ***********************************************************************
 LK0256  DESIGNATION -  L 63
 LK0256  PID         -  LK0256
 LK0256  STATE/COUNTY-  CO/WASHINGTON
 LK0256  USGS QUAD   -  BUFFALO SPRINGS RANCH NW (1984)
 LK0256
 LK0256                         *CURRENT SURVEY CONTROL
 LK0256  ___________________________________________________________________
 LK0256* NAD 83(1992)-  40 26 36.20932(N)    103 13 35.23380(W)     ADJUSTED  
 LK0256* NAVD 88     -      1271.573  (meters)    4171.82   (feet)  ADJUSTED  
 LK0256  ___________________________________________________________________
 LK0256  X           -  -1,112,397.060 (meters)                     COMP
 LK0256  Y           -  -4,732,898.773 (meters)                     COMP
 LK0256  Z           -   4,116,389.900 (meters)                     COMP
 LK0256  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 LK0256  ELLIP HEIGHT-        1251.67  (meters)          (12/03/02) GPS OBS
 LK0256  GEOID HEIGHT-         -19.89  (meters)                     GEOID03
 LK0256  DYNAMIC HT  -        1270.600 (meters)    4168.63  (feet)  COMP
 LK0256  MODELED GRAV-     979,815.0   (mgal)                       NAVD 88
 LK0256
 LK0256  HORZ ORDER  -  FIRST
 LK0256  VERT ORDER  -  SECOND    CLASS 0
 LK0256  ELLP ORDER  -  FOURTH    CLASS II
 LK0256
 LK0256.The horizontal coordinates were established by GPS observations
 LK0256.and adjusted by the National Geodetic Survey in July 1996..
 LK0256
 LK0256.The orthometric height was determined by differential leveling
 LK0256.and adjusted by the National Geodetic Survey in June 1991..
 LK0256
 LK0256.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0256
 LK0256.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0256
 LK0256.The ellipsoidal height was determined by GPS observations
 LK0256.and is referenced to NAD 83.
 LK0256
 LK0256.The geoid height was determined by GEOID03.
 LK0256
 LK0256.The dynamic height is computed by dividing the NAVD 88
 LK0256.geopotential number by the normal gravity value computed on the
 LK0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0256.degrees latitude (g = 980.6199 gals.).
 LK0256
 LK0256.The modeled gravity was interpolated from observed gravity values.
 LK0256
 LK0256;                    North         East     Units Scale Factor Converg.
 LK0256;SPC CO N     -   430,524.654 1,107,258.786   MT  0.99996248   +1 28 08.5
 LK0256;SPC CO N     - 1,412,479.64  3,632,731.53   sFT  0.99996248   +1 28 08.5
 LK0256;UTM  13      - 4,478,481.591   650,409.507   MT  0.99987848   +1 09 02.6
 LK0256
 LK0256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0256!SPC CO N     -   0.99980369  x   0.99996248  =   0.99976618
 LK0256!UTM  13      -   0.99980369  x   0.99987848  =   0.99968219
 LK0256
 LK0256                          SUPERSEDED SURVEY CONTROL
 LK0256
 LK0256  ELLIP H (10/08/96) 1251.69   (m)                       GP(       ) 1 1
 LK0256  ELLIP H (07/08/96) 1251.95   (m)                       GP(       ) 1 1
 LK0256  NAVD 88 (07/08/96) 1271.57   (m)         4171.8    (f) LEVELING    3  
 LK0256  NGVD 29 (??/??/92) 1270.974  (m)         4169.85   (f) ADJ UNCH    2 0
 LK0256
 LK0256.Superseded values are not recommended for survey control.
 LK0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0256.See file dsdata.txt to determine how the superseded data were derived.
 LK0256
 LK0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE5041078482(NAD 83)
 LK0256_MARKER: DB = BENCH MARK DISK
 LK0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0256_STAMPING: L 63 1935
 LK0256_MARK LOGO: CGS   
 LK0256_MAGNETIC: N = NO MAGNETIC MATERIAL
 LK0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0256+STABILITY: SURFACE MOTION
 LK0256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0256+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1995
 LK0256
 LK0256  HISTORY     - Date     Condition        Report By
 LK0256  HISTORY     - 1935     MONUMENTED       CGS
 LK0256  HISTORY     - 1941     GOOD             NGS
 LK0256  HISTORY     - 19950417 GOOD             NGS
 LK0256
 LK0256                          STATION DESCRIPTION
 LK0256
 LK0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LK0256'7.9 MI S FROM ATWOOD.
 LK0256'IN WASHINGTON COUNTY, 7.9 MILES SOUTH ALONG STATE HIGHWAY 63 FROM
 LK0256'THE UNION PACIFIC RAILROAD STATION AT ATWOOD, LOGAN COUNTY, 6.0 MILES
 LK0256'NORTH OF WAITLEY, 400 FEET FROM BRIDGE C 24 C, 60 FEET EAST OF THE
 LK0256'CENTERLINE OF THE HIGHWAY, 35 FEET EAST OF A FENCE CORNER, AND 2 FEET
 LK0256'SOUTH OF THE EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED L 63 1935
 LK0256'AND SET IN THE TOP OF A CONCRETE POST.
 LK0256
 LK0256                          STATION RECOVERY (1995)
 LK0256
 LK0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 LK0256'STATION IS LOCATED ABOUT 7.5 MILES (12.1 KM) SOUTHEAST OF ATWOOD, IN
 LK0256'THE SE 1/4 OF SEC.  31, T.  6 N., R.  52 W.  TO REACH FROM EXIT 115
 LK0256'(ATWOOD) , GO SOUTH ON SH 63 FOR 4.6 MILES (7.4 KM) TO THE STATION ON
 LK0256'THE LEFT (EAST) .  STATION IS A BRASS DISK, 85.5M NORTH NORTHEAST OF
 LK0256'THE CENTER OF A WOODEN BRIDGE, 20.3M EAST OF THE CENTER OF SH 63,
 LK0256'13.7M WEST OF A RED PIPELINE PIPE, 4.9M EAST OF A BARBED WIRE FENCE
 LK0256'AND CDOT ROW MARKER, 0.5M WEST OF A WITNESS POST.  THE RIGHT (NORTH) .
 LK0256'THE STATION IS A STANDARD DISK SET IN A MASS OF CONCRETE, IT IS 20 FT
 LK0256'(6.1 M) NORTH OF THE CENTER OF COUNTY ROAD 44, 97 FT (29.6 M)
 LK0256'WEST-NORTHWEST OF THE WESTERLY FENCE POST AT THE BRACE POST
 LK0256'CONFIGURATION ON THE SOUTH SIDE OF COUNTY ROAD 44, 0.2 MILES (0.3 KM)
 LK0256'WEST OF A GAS LINE CROSSING COUNTY ROAD 44, MARKED WITH A FIBERGLASS
 LK0256'WITNESS POST (NOAA) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0337 ***********************************************************************
 HK0337  DESIGNATION -  L 64
 HK0337  PID         -  HK0337
 HK0337  STATE/COUNTY-  CO/COSTILLA
 HK0337  USGS QUAD   -  SAN ACACIO (1982)
 HK0337
 HK0337                         *CURRENT SURVEY CONTROL
 HK0337  ___________________________________________________________________
 HK0337* NAD 83(1986)-  37 11 04.     (N)    105 34 05.     (W)     SCALED    
 HK0337* NAVD 88     -      2355.290  (meters)    7727.31   (feet)  ADJUSTED  
 HK0337  ___________________________________________________________________
 HK0337  GEOID HEIGHT-         -16.91  (meters)                     GEOID03
 HK0337  DYNAMIC HT  -        2352.105 (meters)    7716.86  (feet)  COMP
 HK0337  MODELED GRAV-     979,193.8   (mgal)                       NAVD 88
 HK0337
 HK0337  VERT ORDER  -  SECOND    CLASS 0
 HK0337
 HK0337.The horizontal coordinates were scaled from a topographic map and have
 HK0337.an estimated accuracy of +/- 6 seconds.
 HK0337
 HK0337.The orthometric height was determined by differential leveling
 HK0337.and adjusted by the National Geodetic Survey in June 1991..
 HK0337
 HK0337.The geoid height was determined by GEOID03.
 HK0337
 HK0337.The dynamic height is computed by dividing the NAVD 88
 HK0337.geopotential number by the normal gravity value computed on the
 HK0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0337.degrees latitude (g = 980.6199 gals.).
 HK0337
 HK0337.The modeled gravity was interpolated from observed gravity values.
 HK0337
 HK0337;                    North         East    Units  Estimated Accuracy
 HK0337;SPC CO S     -   362,270.      908,360.      MT  (+/- 180 meters Scaled)
 HK0337
 HK0337                          SUPERSEDED SURVEY CONTROL
 HK0337
 HK0337  NGVD 29 (??/??/92) 2353.987  (m)         7723.04   (f) ADJ UNCH    2 0
 HK0337
 HK0337.Superseded values are not recommended for survey control.
 HK0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0337.See file dsdata.txt to determine how the superseded data were derived.
 HK0337
 HK0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB495154(NAD 83)
 HK0337_MARKER: DB = BENCH MARK DISK
 HK0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0337_STAMPING: L 64 1934
 HK0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0337+STABILITY: SURFACE MOTION
 HK0337
 HK0337  HISTORY     - Date     Condition        Report By
 HK0337  HISTORY     - 1934     MONUMENTED       CGS
 HK0337  HISTORY     - 1934     GOOD             NGS
 HK0337
 HK0337                          STATION DESCRIPTION
 HK0337
 HK0337'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 HK0337'1.9 MI S FROM SAN ACACIO.
 HK0337'ABOUT 1.9 MILES SOUTH ALONG THE SAN LUIS VALLEY SOUTHERN RAILWAY
 HK0337'FROM SAN ACACIO, COSTILLA COUNTY, 30 FEET NORTH OF THE CENTER LINE
 HK0337'OF A HIGHWAY, 3 FEET WEST OF THE FIRST POLE ON THE NORTH SIDE OF
 HK0337'THE HIGHWAY, AND 42 FEET SOUTHEAST OF THE CENTER LINE OF THE TRACK.
 HK0337'A STANDARD DISK, STAMPED L 64 1934 AND SET IN THE TOP OF A
 HK0337'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0325 ***********************************************************************
 HK0325  DESIGNATION -  L 65
 HK0325  PID         -  HK0325
 HK0325  STATE/COUNTY-  CO/COSTILLA
 HK0325  USGS QUAD   -  SAN ACACIO (1982)
 HK0325
 HK0325                         *CURRENT SURVEY CONTROL
 HK0325  ___________________________________________________________________
 HK0325* NAD 83(1986)-  37 11 07.     (N)    105 30 14.     (W)     SCALED    
 HK0325* NAVD 88     -      2392.100  (meters)    7848.08   (feet)  ADJUSTED  
 HK0325  ___________________________________________________________________
 HK0325  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 HK0325  DYNAMIC HT  -        2388.858 (meters)    7837.44  (feet)  COMP
 HK0325  MODELED GRAV-     979,189.7   (mgal)                       NAVD 88
 HK0325
 HK0325  VERT ORDER  -  SECOND    CLASS 0
 HK0325
 HK0325.The horizontal coordinates were scaled from a topographic map and have
 HK0325.an estimated accuracy of +/- 6 seconds.
 HK0325
 HK0325.The orthometric height was determined by differential leveling
 HK0325.and adjusted by the National Geodetic Survey in June 1991..
 HK0325
 HK0325.The geoid height was determined by GEOID03.
 HK0325
 HK0325.The dynamic height is computed by dividing the NAVD 88
 HK0325.geopotential number by the normal gravity value computed on the
 HK0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0325.degrees latitude (g = 980.6199 gals.).
 HK0325
 HK0325.The modeled gravity was interpolated from observed gravity values.
 HK0325
 HK0325;                    North         East    Units  Estimated Accuracy
 HK0325;SPC CO S     -   362,360.      914,060.      MT  (+/- 180 meters Scaled)
 HK0325
 HK0325                          SUPERSEDED SURVEY CONTROL
 HK0325
 HK0325  NGVD 29 (??/??/92) 2390.795  (m)         7843.80   (f) ADJ UNCH    2 0
 HK0325
 HK0325.Superseded values are not recommended for survey control.
 HK0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0325.See file dsdata.txt to determine how the superseded data were derived.
 HK0325
 HK0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB552155(NAD 83)
 HK0325_MARKER: DB = BENCH MARK DISK
 HK0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0325_STAMPING: L 65 1934
 HK0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0325+STABILITY: SURFACE MOTION
 HK0325
 HK0325  HISTORY     - Date     Condition        Report By
 HK0325  HISTORY     - 1934     MONUMENTED       CGS
 HK0325
 HK0325                          STATION DESCRIPTION
 HK0325
 HK0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0325'4.9 MI W FROM SAN LUIS.
 HK0325'4.9 MI W OF SAN LUIS, AT THE JUNCTION OF STATE HWYS 136 AND 159,
 HK0325'IN THE N CORNER OF THE ROAD TRIANGLE, 42 FEET SE OF THE CENTERLINE
 HK0325'OF THE HIGHWAY 136, 38 FEET W OF THE CENTERLINE OF HWY 159,
 HK0325'2 FEET S OF THE N JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0214 ***********************************************************************
 HK0214  DESIGNATION -  L 66
 HK0214  PID         -  HK0214
 HK0214  STATE/COUNTY-  CO/LAS ANIMAS
 HK0214  USGS QUAD   -  CUCHARAS PASS (1979)
 HK0214
 HK0214                         *CURRENT SURVEY CONTROL
 HK0214  ___________________________________________________________________
 HK0214* NAD 83(1986)-  37 16 47.     (N)    105 03 01.     (W)     SCALED    
 HK0214* NAVD 88     -      2721.873  (meters)    8930.01   (feet)  ADJUSTED  
 HK0214  ___________________________________________________________________
 HK0214  GEOID HEIGHT-         -16.45  (meters)                     GEOID03
 HK0214  DYNAMIC HT  -        2718.099 (meters)    8917.63  (feet)  COMP
 HK0214  MODELED GRAV-     979,144.8   (mgal)                       NAVD 88
 HK0214
 HK0214  VERT ORDER  -  SECOND    CLASS 0
 HK0214
 HK0214.The horizontal coordinates were scaled from a topographic map and have
 HK0214.an estimated accuracy of +/- 6 seconds.
 HK0214
 HK0214.The orthometric height was determined by differential leveling
 HK0214.and adjusted by the National Geodetic Survey in June 1991..
 HK0214
 HK0214.The geoid height was determined by GEOID03.
 HK0214
 HK0214.The dynamic height is computed by dividing the NAVD 88
 HK0214.geopotential number by the normal gravity value computed on the
 HK0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0214.degrees latitude (g = 980.6199 gals.).
 HK0214
 HK0214.The modeled gravity was interpolated from observed gravity values.
 HK0214
 HK0214;                    North         East    Units  Estimated Accuracy
 HK0214;SPC CO S     -   372,940.      954,290.      MT  (+/- 180 meters Scaled)
 HK0214
 HK0214                          SUPERSEDED SURVEY CONTROL
 HK0214
 HK0214  NGVD 29 (??/??/92) 2720.490  (m)         8925.47   (f) ADJ UNCH    2 0
 HK0214
 HK0214.Superseded values are not recommended for survey control.
 HK0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0214.See file dsdata.txt to determine how the superseded data were derived.
 HK0214
 HK0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB955259(NAD 83)
 HK0214_MARKER: DB = BENCH MARK DISK
 HK0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0214_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0214_STAMPING: L 66 1934
 HK0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0214+STABILITY: SURFACE MOTION
 HK0214
 HK0214  HISTORY     - Date     Condition        Report By
 HK0214  HISTORY     - 1934     MONUMENTED       CGS
 HK0214
 HK0214                          STATION DESCRIPTION
 HK0214
 HK0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0214'22.5 MI N FROM WESTON.
 HK0214'22.5 MI N OF WESTON, ABOUT 11.2 MI N OF STONEWALL CAMP, ABOUT
 HK0214'0.1 MI W OF A BRIDGE, 65 FEET E OF A GALV IRON CULVERT, 30 FEET N
 HK0214'OF A CREEK, AND 21 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0111 ***********************************************************************
 HK0111  DESIGNATION -  L 67
 HK0111  PID         -  HK0111
 HK0111  STATE/COUNTY-  CO/LAS ANIMAS
 HK0111  USGS QUAD   -  VALDEZ (1951)
 HK0111
 HK0111                         *CURRENT SURVEY CONTROL
 HK0111  ___________________________________________________________________
 HK0111* NAD 83(1986)-  37 07 15.     (N)    104 44 03.     (W)     SCALED    
 HK0111* NAVD 88     -      1987.297  (meters)    6519.99   (feet)  ADJUSTED  
 HK0111  ___________________________________________________________________
 HK0111  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 HK0111  DYNAMIC HT  -        1984.755 (meters)    6511.65  (feet)  COMP
 HK0111  MODELED GRAV-     979,281.3   (mgal)                       NAVD 88
 HK0111
 HK0111  VERT ORDER  -  SECOND    CLASS 0
 HK0111
 HK0111.The horizontal coordinates were scaled from a topographic map and have
 HK0111.an estimated accuracy of +/- 6 seconds.
 HK0111
 HK0111.The orthometric height was determined by differential leveling
 HK0111.and adjusted by the National Geodetic Survey in June 1991..
 HK0111
 HK0111.The geoid height was determined by GEOID03.
 HK0111
 HK0111.The dynamic height is computed by dividing the NAVD 88
 HK0111.geopotential number by the normal gravity value computed on the
 HK0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0111.degrees latitude (g = 980.6199 gals.).
 HK0111
 HK0111.The modeled gravity was interpolated from observed gravity values.
 HK0111
 HK0111;                    North         East    Units  Estimated Accuracy
 HK0111;SPC CO S     -   355,490.      982,460.      MT  (+/- 180 meters Scaled)
 HK0111
 HK0111                          SUPERSEDED SURVEY CONTROL
 HK0111
 HK0111.No superseded survey control is available for this station.
 HK0111
 HK0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB236083(NAD 83)
 HK0111_MARKER: DB = BENCH MARK DISK
 HK0111_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HK0111_SP_SET: BRIDGE
 HK0111_STAMPING: L 67 1934
 HK0111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0111
 HK0111  HISTORY     - Date     Condition        Report By
 HK0111  HISTORY     - 1934     MONUMENTED       CGS
 HK0111
 HK0111                          STATION DESCRIPTION
 HK0111
 HK0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0111'1.3 MI W FROM VALDEZ.
 HK0111'ABOUT 1.3 MILES WEST ALONG THE COLORADO AND WYOMING RAILWAY FROM
 HK0111'VALDEZ, LAS ANIMAS COUNTY, AT LARGE STEEL BRIDGE 12-A, AND IN THE
 HK0111'TOP OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL.  A STANDARD
 HK0111'DISK, STAMPED L 67 1934
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0005 ***********************************************************************
 HK0005  DESIGNATION -  L 69
 HK0005  PID         -  HK0005
 HK0005  STATE/COUNTY-  CO/LAS ANIMAS
 HK0005  USGS QUAD   -  THATCHER (1993)
 HK0005
 HK0005                         *CURRENT SURVEY CONTROL
 HK0005  ___________________________________________________________________
 HK0005* NAD 83(1986)-  37 32 21.     (N)    104 07 01.     (W)     SCALED    
 HK0005* NAVD 88     -      1663.551  (meters)    5457.83   (feet)  ADJUSTED  
 HK0005  ___________________________________________________________________
 HK0005  GEOID HEIGHT-         -20.10  (meters)                     GEOID03
 HK0005  DYNAMIC HT  -        1661.657 (meters)    5451.62  (feet)  COMP
 HK0005  MODELED GRAV-     979,432.4   (mgal)                       NAVD 88
 HK0005
 HK0005  VERT ORDER  -  SECOND    CLASS 0
 HK0005
 HK0005.The horizontal coordinates were scaled from a topographic map and have
 HK0005.an estimated accuracy of +/- 6 seconds.
 HK0005
 HK0005.The orthometric height was determined by differential leveling
 HK0005.and adjusted by the National Geodetic Survey in June 1991..
 HK0005
 HK0005.The geoid height was determined by GEOID03.
 HK0005
 HK0005.The dynamic height is computed by dividing the NAVD 88
 HK0005.geopotential number by the normal gravity value computed on the
 HK0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0005.degrees latitude (g = 980.6199 gals.).
 HK0005
 HK0005.The modeled gravity was interpolated from observed gravity values.
 HK0005
 HK0005;                    North         East    Units  Estimated Accuracy
 HK0005;SPC CO S     -   402,540.    1,036,630.      MT  (+/- 180 meters Scaled)
 HK0005
 HK0005                          SUPERSEDED SURVEY CONTROL
 HK0005
 HK0005  NGVD 29 (??/??/92) 1662.664  (m)         5454.92   (f) ADJ UNCH    2 0
 HK0005
 HK0005.Superseded values are not recommended for survey control.
 HK0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0005.See file dsdata.txt to determine how the superseded data were derived.
 HK0005
 HK0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB780550(NAD 83)
 HK0005_MARKER: DB = BENCH MARK DISK
 HK0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0005_STAMPING: L 69 1934
 HK0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0005+STABILITY: SURFACE MOTION
 HK0005
 HK0005  HISTORY     - Date     Condition        Report By
 HK0005  HISTORY     - 1934     MONUMENTED       CGS
 HK0005  HISTORY     - 1985     GOOD             DOD
 HK0005  HISTORY     - 1985     GOOD             DOD
 HK0005
 HK0005                          STATION DESCRIPTION
 HK0005
 HK0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0005'0.8 MI SW FROM THATCHER.
 HK0005'ABOUT 0.8 MILE SOUTHWEST ALONG THE ATCHISON, TOPEKA AND SANTA FE
 HK0005'RAILWAY FROM THE STATION AT THATCHER, LAS ANIMAS COUNTY, ABOUT 3
 HK0005'POLES NORTHEAST OF MILEPOST 601, ABOUT 93 FEET SOUTHEAST OF THE
 HK0005'CENTER LINE OF THE TRACK, 30 FEET SOUTHEAST OF A POLE, AND 2
 HK0005'FEET NORTHWEST OF A FENCE CORNER.  A STANDARD DISK, STAMPED L 69
 HK0005'1934 AND SET IN THE TOP OF A CONCRETE POST.
 HK0005
 HK0005                          STATION RECOVERY (1985)
 HK0005
 HK0005'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1985
 HK0005'RECOVERED IN GOOD CONDITION.
 HK0005
 HK0005                          STATION RECOVERY (1985)
 HK0005
 HK0005'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1985
 HK0005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0066 ***********************************************************************
 JL0066  DESIGNATION -  L 7
 JL0066  PID         -  JL0066
 JL0066  STATE/COUNTY-  CO/CHAFFEE
 JL0066  USGS QUAD   -  SALIDA WEST (1994)
 JL0066
 JL0066                         *CURRENT SURVEY CONTROL
 JL0066  ___________________________________________________________________
 JL0066* NAD 83(1986)-  38 31 28.     (N)    106 01 58.     (W)     SCALED    
 JL0066* NAVD 88     -      2208.003  (meters)    7244.09   (feet)  ADJUSTED  
 JL0066  ___________________________________________________________________
 JL0066  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 JL0066  DYNAMIC HT  -        2205.282 (meters)    7235.16  (feet)  COMP
 JL0066  MODELED GRAV-     979,317.9   (mgal)                       NAVD 88
 JL0066
 JL0066  VERT ORDER  -  FIRST     CLASS II
 JL0066
 JL0066.The horizontal coordinates were scaled from a topographic map and have
 JL0066.an estimated accuracy of +/- 6 seconds.
 JL0066
 JL0066.The orthometric height was determined by differential leveling
 JL0066.and adjusted by the National Geodetic Survey in June 1991..
 JL0066
 JL0066.The geoid height was determined by GEOID03.
 JL0066
 JL0066.The dynamic height is computed by dividing the NAVD 88
 JL0066.geopotential number by the normal gravity value computed on the
 JL0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0066.degrees latitude (g = 980.6199 gals.).
 JL0066
 JL0066.The modeled gravity was interpolated from observed gravity values.
 JL0066
 JL0066;                    North         East    Units  Estimated Accuracy
 JL0066;SPC CO C     -   381,660.      867,940.      MT  (+/- 180 meters Scaled)
 JL0066
 JL0066                          SUPERSEDED SURVEY CONTROL
 JL0066
 JL0066  NGVD 29 (??/??/92) 2206.515  (m)         7239.21   (f) ADJ UNCH    1 2
 JL0066
 JL0066.Superseded values are not recommended for survey control.
 JL0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0066.See file dsdata.txt to determine how the superseded data were derived.
 JL0066
 JL0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC099645(NAD 83)
 JL0066_MARKER: DB = BENCH MARK DISK
 JL0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0066_STAMPING: L 7 1926 7239.208
 JL0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0066+STABILITY: SURFACE MOTION
 JL0066
 JL0066  HISTORY     - Date     Condition        Report By
 JL0066  HISTORY     - 1926     MONUMENTED       CGS
 JL0066  HISTORY     - 1951     GOOD             NGS
 JL0066  HISTORY     - 1970     GOOD             NGS
 JL0066  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0066
 JL0066                          STATION DESCRIPTION
 JL0066
 JL0066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JL0066'2.75 MI SW FROM SALIDA.
 JL0066'2.75 MILES SOUTHWEST ALONG THE NARROW GUAGE DENVER AND RIO GRANDE
 JL0066'WESTERN RAILROAD FROM THE STATION AT SALIDA, 0.3 MILE NORTHEAST OF
 JL0066'MILEPOST 218, 290 FEET NORTHEAST OF THE CENTER OF A ROAD CROSSING, 53
 JL0066'FEET NORTHWEST OF THE NORTHWEST RAIL, 1 FOOT SOUTHEAST OF A FENCE, 3
 JL0066'FEET EAST OF A WITNESS POST, AT THE NORTHWEST EDGE OF A GROUP OF
 JL0066'WILLOW TREES, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 JL0066'THE GROUND.
 JL0066
 JL0066                          STATION RECOVERY (1970)
 JL0066
 JL0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 JL0066'RECOVERED IN GOOD CONDITION.
 JL0066
 JL0066                          STATION RECOVERY (1984)
 JL0066
 JL0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0066'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0198 ***********************************************************************
 HJ0198  DESIGNATION -  L 70
 HJ0198  PID         -  HJ0198
 HJ0198  STATE/COUNTY-  CO/OTERO
 HJ0198  USGS QUAD   -  LA JUNTA (1984)
 HJ0198
 HJ0198                         *CURRENT SURVEY CONTROL
 HJ0198  ___________________________________________________________________
 HJ0198* NAD 83(1986)-  37 58 20.     (N)    103 34 23.     (W)     SCALED    
 HJ0198* NAVD 88     -      1269.468  (meters)    4164.91   (feet)  ADJUSTED  
 HJ0198  ___________________________________________________________________
 HJ0198  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 HJ0198  DYNAMIC HT  -        1268.179 (meters)    4160.68  (feet)  COMP
 HJ0198  MODELED GRAV-     979,570.1   (mgal)                       NAVD 88
 HJ0198
 HJ0198  VERT ORDER  -  FIRST     CLASS II
 HJ0198
 HJ0198.The horizontal coordinates were scaled from a topographic map and have
 HJ0198.an estimated accuracy of +/- 6 seconds.
 HJ0198
 HJ0198.The orthometric height was determined by differential leveling
 HJ0198.and adjusted by the National Geodetic Survey in June 1991..
 HJ0198.WARNING-Repeat measurements at this control monument indicate possible
 HJ0198.vertical movement.
 HJ0198
 HJ0198.The geoid height was determined by GEOID03.
 HJ0198
 HJ0198.The dynamic height is computed by dividing the NAVD 88
 HJ0198.geopotential number by the normal gravity value computed on the
 HJ0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0198.degrees latitude (g = 980.6199 gals.).
 HJ0198
 HJ0198.The modeled gravity was interpolated from observed gravity values.
 HJ0198
 HJ0198;                    North         East    Units  Estimated Accuracy
 HJ0198;SPC CO S     -   451,440.    1,083,690.      MT  (+/- 180 meters Scaled)
 HJ0198
 HJ0198                          SUPERSEDED SURVEY CONTROL
 HJ0198
 HJ0198  NGVD 29 (??/??/92) 1268.761  (m)         4162.59   (f) ADJ UNCH    1 2
 HJ0198
 HJ0198.Superseded values are not recommended for survey control.
 HJ0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0198.See file dsdata.txt to determine how the superseded data were derived.
 HJ0198
 HJ0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC253036(NAD 83)
 HJ0198_MARKER: DB = BENCH MARK DISK
 HJ0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0198_STAMPING: L 70 1934
 HJ0198_MARK LOGO: CGS   
 HJ0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0198+STABILITY: SURFACE MOTION
 HJ0198
 HJ0198  HISTORY     - Date     Condition        Report By
 HJ0198  HISTORY     - 1934     MONUMENTED       CGS
 HJ0198  HISTORY     - 1965     GOOD             USGS
 HJ0198  HISTORY     - 1985     GOOD             NGS
 HJ0198
 HJ0198                          STATION DESCRIPTION
 HJ0198
 HJ0198'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 HJ0198'2.4 MI SW FROM LA JUNTA.
 HJ0198'LA JUNTA, ABOUT 2.4 MILES SOUTHWEST ALONG THE ATCHISON, TOPEKA AND
 HJ0198'SANTA   FE RAILWAY FROM THE STATION, 3 POLES SOUTHWEST OF MILEPOST
 HJ0198'557, 45 FEET SOUTHEAST OF THE TRACK, AND 8 FEET SOUTHEAST OF A
 HJ0198'TELEPHONE POLE. A STANDARD DISK STAMPED L 70 1934 AND SET IN THE TOP
 HJ0198'OF A CONCRETE POST.
 HJ0198
 HJ0198                          STATION RECOVERY (1985)
 HJ0198
 HJ0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HJ0198'RECOVERED IN GOOD CONDITION.  DELETE FROM 1934 DESCRIPTION--2 FEET
 HJ0198'NORTHWEST OF A FENCE.  ADD--0.3 M (1.0 FT) NORTHEAST OF A WITNESS
 HJ0198'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0086 ***********************************************************************
 KJ0086  DESIGNATION -  L 71
 KJ0086  PID         -  KJ0086
 KJ0086  STATE/COUNTY-  CO/KIT CARSON
 KJ0086  USGS QUAD   -  BURLINGTON (1984)
 KJ0086
 KJ0086                         *CURRENT SURVEY CONTROL
 KJ0086  ___________________________________________________________________
 KJ0086* NAD 83(1986)-  39 18 01.     (N)    102 20 06.     (W)     SCALED    
 KJ0086* NAVD 88     -      1281.304  (meters)    4203.74   (feet)  ADJUSTED  
 KJ0086  ___________________________________________________________________
 KJ0086  GEOID HEIGHT-         -22.93  (meters)                     GEOID03
 KJ0086  DYNAMIC HT  -        1280.161 (meters)    4199.99  (feet)  COMP
 KJ0086  MODELED GRAV-     979,691.1   (mgal)                       NAVD 88
 KJ0086
 KJ0086  VERT ORDER  -  SECOND    CLASS 0
 KJ0086
 KJ0086.The horizontal coordinates were scaled from a topographic map and have
 KJ0086.an estimated accuracy of +/- 6 seconds.
 KJ0086
 KJ0086.The orthometric height was determined by differential leveling
 KJ0086.and adjusted by the National Geodetic Survey in June 1991..
 KJ0086
 KJ0086.The geoid height was determined by GEOID03.
 KJ0086
 KJ0086.The dynamic height is computed by dividing the NAVD 88
 KJ0086.geopotential number by the normal gravity value computed on the
 KJ0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0086.degrees latitude (g = 980.6199 gals.).
 KJ0086
 KJ0086.The modeled gravity was interpolated from observed gravity values.
 KJ0086
 KJ0086;                    North         East    Units  Estimated Accuracy
 KJ0086;SPC CO C     -   472,400.    1,187,340.      MT  (+/- 180 meters Scaled)
 KJ0086
 KJ0086                          SUPERSEDED SURVEY CONTROL
 KJ0086
 KJ0086  NGVD 29 (??/??/92) 1280.761  (m)         4201.96   (f) ADJ UNCH    2 0
 KJ0086
 KJ0086.Superseded values are not recommended for survey control.
 KJ0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0086.See file dsdata.txt to determine how the superseded data were derived.
 KJ0086
 KJ0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD298534(NAD 83)
 KJ0086_MARKER: DB = BENCH MARK DISK
 KJ0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0086_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0086_STAMPING: L 71 1935
 KJ0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0086+STABILITY: SURFACE MOTION
 KJ0086
 KJ0086  HISTORY     - Date     Condition        Report By
 KJ0086  HISTORY     - 1935     MONUMENTED       CGS
 KJ0086  HISTORY     - 1942     GOOD             NGS
 KJ0086
 KJ0086                          STATION DESCRIPTION
 KJ0086
 KJ0086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KJ0086'3.6 MI W FROM BURLINGTON.
 KJ0086'3.6 MILES WEST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 KJ0086'FROM THE STATION AT BURLINGTON, AT POLE 457+11, AT A ROAD
 KJ0086'CROSSING, 50 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 38 FEET
 KJ0086'WEST OF THE CENTERLINE OF THE ROAD, 38 FEET SOUTH OF A CATTLE
 KJ0086'GUARD, AND 12 FEET NORTH OF A FENCE CORNER.  A STANDARD DISK,
 KJ0086'STAMPED L 71 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0036 ***********************************************************************
 KJ0036  DESIGNATION -  L 72
 KJ0036  PID         -  KJ0036
 KJ0036  STATE/COUNTY-  CO/YUMA
 KJ0036  USGS QUAD   -  SPRING CANYON (1968)
 KJ0036
 KJ0036                         *CURRENT SURVEY CONTROL
 KJ0036  ___________________________________________________________________
 KJ0036* NAD 83(1986)-  39 39 28.     (N)    102 27 42.     (W)     SCALED    
 KJ0036* NAVD 88     -      1257.112  (meters)    4124.38   (feet)  ADJUSTED  
 KJ0036  ___________________________________________________________________
 KJ0036  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 KJ0036  DYNAMIC HT  -        1256.060 (meters)    4120.92  (feet)  COMP
 KJ0036  MODELED GRAV-     979,746.4   (mgal)                       NAVD 88
 KJ0036
 KJ0036  VERT ORDER  -  SECOND    CLASS 0
 KJ0036
 KJ0036.The horizontal coordinates were scaled from a topographic map and have
 KJ0036.an estimated accuracy of +/- 6 seconds.
 KJ0036
 KJ0036.The orthometric height was determined by differential leveling
 KJ0036.and adjusted by the National Geodetic Survey in June 1991..
 KJ0036
 KJ0036.The geoid height was determined by GEOID03.
 KJ0036
 KJ0036.The dynamic height is computed by dividing the NAVD 88
 KJ0036.geopotential number by the normal gravity value computed on the
 KJ0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0036.degrees latitude (g = 980.6199 gals.).
 KJ0036
 KJ0036.The modeled gravity was interpolated from observed gravity values.
 KJ0036
 KJ0036;                    North         East    Units  Estimated Accuracy
 KJ0036;SPC CO N     -   345,290.    1,175,100.      MT  (+/- 180 meters Scaled)
 KJ0036
 KJ0036                          SUPERSEDED SURVEY CONTROL
 KJ0036
 KJ0036  NGVD 29 (??/??/92) 1256.568  (m)         4122.59   (f) ADJ UNCH    2 0
 KJ0036
 KJ0036.Superseded values are not recommended for survey control.
 KJ0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0036.See file dsdata.txt to determine how the superseded data were derived.
 KJ0036
 KJ0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD177928(NAD 83)
 KJ0036_MARKER: DB = BENCH MARK DISK
 KJ0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0036_STAMPING: L 72 1935
 KJ0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0036+STABILITY: SURFACE MOTION
 KJ0036
 KJ0036  HISTORY     - Date     Condition        Report By
 KJ0036  HISTORY     - 1935     MONUMENTED       CGS
 KJ0036  HISTORY     - 1942     GOOD             NGS
 KJ0036  HISTORY     - 1968     MARK NOT FOUND   USGS
 KJ0036
 KJ0036                          STATION DESCRIPTION
 KJ0036
 KJ0036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KJ0036'11.6 MI E FROM JOES.
 KJ0036'11.6 MILES EAST ALONG U.S. HIGHWAY 36 FROM JOES, YUMA COUNTY, 0.4
 KJ0036'MILE WEST OF A SMALL ADOBE FARMHOUSE, AT A ROAD CROSSING, 55 FEET
 KJ0036'NORTH OF THE CENTERLINE OF THE HIGHWAY, 27 FEET WEST OF THE
 KJ0036'CENTERLINE OF THE ROAD, 18 FEET NORTH OF FENCE CORNER, AND 1 FOOT
 KJ0036'EAST OF THE FENCE.  A STANDARD DISK, STAMPED L 72 1935 AND SET IN
 KJ0036'THE TOP OF A CONCRETE POST.
 KJ0036
 KJ0036                          STATION RECOVERY (1968)
 KJ0036
 KJ0036'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KJ0036'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0117 ***********************************************************************
 KJ0117  DESIGNATION -  L 74
 KJ0117  PID         -  KJ0117
 KJ0117  STATE/COUNTY-  CO/KIT CARSON
 KJ0117  USGS QUAD   -  SEIBERT (1980)
 KJ0117
 KJ0117                         *CURRENT SURVEY CONTROL
 KJ0117  ___________________________________________________________________
 KJ0117* NAD 83(1986)-  39 18 07.     (N)    102 52 26.     (W)     SCALED    
 KJ0117* NAVD 88     -      1435.517  (meters)    4709.69   (feet)  ADJUSTED  
 KJ0117  ___________________________________________________________________
 KJ0117  GEOID HEIGHT-         -21.75  (meters)                     GEOID03
 KJ0117  DYNAMIC HT  -        1434.201 (meters)    4705.37  (feet)  COMP
 KJ0117  MODELED GRAV-     979,660.0   (mgal)                       NAVD 88
 KJ0117
 KJ0117  VERT ORDER  -  SECOND    CLASS 0
 KJ0117
 KJ0117.The horizontal coordinates were scaled from a topographic map and have
 KJ0117.an estimated accuracy of +/- 6 seconds.
 KJ0117
 KJ0117.The orthometric height was determined by differential leveling
 KJ0117.and adjusted by the National Geodetic Survey in June 1991..
 KJ0117
 KJ0117.The geoid height was determined by GEOID03.
 KJ0117
 KJ0117.The dynamic height is computed by dividing the NAVD 88
 KJ0117.geopotential number by the normal gravity value computed on the
 KJ0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0117.degrees latitude (g = 980.6199 gals.).
 KJ0117
 KJ0117.The modeled gravity was interpolated from observed gravity values.
 KJ0117
 KJ0117;                    North         East    Units  Estimated Accuracy
 KJ0117;SPC CO C     -   471,100.    1,140,880.      MT  (+/- 180 meters Scaled)
 KJ0117
 KJ0117                          SUPERSEDED SURVEY CONTROL
 KJ0117
 KJ0117  NGVD 29 (??/??/92) 1434.873  (m)         4707.58   (f) ADJ UNCH    2 0
 KJ0117
 KJ0117.Superseded values are not recommended for survey control.
 KJ0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0117.See file dsdata.txt to determine how the superseded data were derived.
 KJ0117
 KJ0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD833524(NAD 83)
 KJ0117_MARKER: DB = BENCH MARK DISK
 KJ0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0117_STAMPING: L 74 1935
 KJ0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0117+STABILITY: SURFACE MOTION
 KJ0117
 KJ0117  HISTORY     - Date     Condition        Report By
 KJ0117  HISTORY     - 1935     MONUMENTED       CGS
 KJ0117  HISTORY     - 1942     GOOD             NGS
 KJ0117  HISTORY     - 20010508 GOOD             LOCSUR
 KJ0117
 KJ0117                          STATION DESCRIPTION
 KJ0117
 KJ0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KJ0117'AT SEIBERT.
 KJ0117'AT SEIBERT, KIT CARSON COUNTY, ON STATE HIGHWAY 59, AT THE
 KJ0117'INTERSECTION OF OLD U.S. HIGHWAY 24, 55 FEET NORTH OF THE
 KJ0117'CENTERLINE OF THE MAIN TRACK OF THE CHICAGO, ROCK ISLAND AND
 KJ0117'PACIFIC RAILWAY, 55 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 KJ0117'59, 20 FEET SOUTH OF THE EAST END OF A FENCE, AND 10 FEET
 KJ0117'SOUTH OF A TELEPHONE LINE.  A STANDARD DISK, STAMPED L 74 1935
 KJ0117'AND SET IN THE TOP OF A CONCRETE POST.
 KJ0117
 KJ0117                          STATION RECOVERY (2001)
 KJ0117
 KJ0117'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (MSJ)
 KJ0117'FENCE REFERRED TO PREVIOUSLY IS GONE.  FOUND MONUMENT BURIED 1.0 BELOW
 KJ0117'GROUND.  MON IS 20.8 FEET NW'LY FROM SEIBERT AZ MARK.  SET REBAR ON
 KJ0117'NORTH SIDE OF CONCRETE POST TO AID IN FUTURE RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0164 ***********************************************************************
 HK0164  DESIGNATION -  L 76
 HK0164  PID         -  HK0164
 HK0164  STATE/COUNTY-  CO/HUERFANO
 HK0164  USGS QUAD   -  WALSENBURG SOUTH (1963)
 HK0164
 HK0164                         *CURRENT SURVEY CONTROL
 HK0164  ___________________________________________________________________
 HK0164* NAD 83(1986)-  37 35 48.     (N)    104 49 46.     (W)     SCALED    
 HK0164* NAVD 88     -      1922.308  (meters)    6306.77   (feet)  ADJUSTED  
 HK0164  ___________________________________________________________________
 HK0164  GEOID HEIGHT-         -17.80  (meters)                     GEOID03
 HK0164  DYNAMIC HT  -        1919.991 (meters)    6299.17  (feet)  COMP
 HK0164  MODELED GRAV-     979,356.4   (mgal)                       NAVD 88
 HK0164
 HK0164  VERT ORDER  -  SECOND    CLASS 0
 HK0164
 HK0164.The horizontal coordinates were scaled from a topographic map and have
 HK0164.an estimated accuracy of +/- 6 seconds.
 HK0164
 HK0164.The orthometric height was determined by differential leveling
 HK0164.and adjusted by the National Geodetic Survey in June 1991..
 HK0164
 HK0164.The geoid height was determined by GEOID03.
 HK0164
 HK0164.The dynamic height is computed by dividing the NAVD 88
 HK0164.geopotential number by the normal gravity value computed on the
 HK0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0164.degrees latitude (g = 980.6199 gals.).
 HK0164
 HK0164.The modeled gravity was interpolated from observed gravity values.
 HK0164
 HK0164;                    North         East    Units  Estimated Accuracy
 HK0164;SPC CO S     -   408,230.      973,620.      MT  (+/- 180 meters Scaled)
 HK0164
 HK0164                          SUPERSEDED SURVEY CONTROL
 HK0164
 HK0164  NGVD 29 (??/??/92) 1921.261  (m)         6303.34   (f) ADJ UNCH    2 0
 HK0164
 HK0164.Superseded values are not recommended for survey control.
 HK0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0164.See file dsdata.txt to determine how the superseded data were derived.
 HK0164
 HK0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB150610(NAD 83)
 HK0164_MARKER: DB = BENCH MARK DISK
 HK0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0164_STAMPING: L 76 1934
 HK0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0164+STABILITY: SURFACE MOTION
 HK0164
 HK0164  HISTORY     - Date     Condition        Report By
 HK0164  HISTORY     - 1934     MONUMENTED       CGS
 HK0164  HISTORY     - 1963     MARK NOT FOUND   USGS
 HK0164
 HK0164                          STATION DESCRIPTION
 HK0164
 HK0164'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 HK0164'3.3 MI W FROM WALSENBURG.
 HK0164'3.3. MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 HK0164'FROM THE COUNTY COURTHOUSE AT WALSENBURG, 9 1/2 POLES WEST OF MILEPOST
 HK0164'178, 34 FEET EAST OF A FRAME HOUSE, 17 FEET SOUTH OF THE CENTER LINE
 HK0164'OF A ROAD, 18 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND 4 FEET
 HK0164'SOUTH OF A ROW OF POLES, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0604 ***********************************************************************
 JJ0604  DESIGNATION -  L 77
 JJ0604  PID         -  JJ0604
 JJ0604  STATE/COUNTY-  CO/LINCOLN
 JJ0604  USGS QUAD   -  KUTCH SW (1978)
 JJ0604
 JJ0604                         *CURRENT SURVEY CONTROL
 JJ0604  ___________________________________________________________________
 JJ0604* NAD 83(1986)-  38 50 23.     (N)    103 59 55.     (W)     SCALED    
 JJ0604* NAVD 88     -      1747.750  (meters)    5734.08   (feet)  ADJUSTED  
 JJ0604  ___________________________________________________________________
 JJ0604  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 JJ0604  DYNAMIC HT  -        1745.931 (meters)    5728.11  (feet)  COMP
 JJ0604  MODELED GRAV-     979,525.4   (mgal)                       NAVD 88
 JJ0604
 JJ0604  VERT ORDER  -  SECOND    CLASS 0
 JJ0604
 JJ0604.The horizontal coordinates were scaled from a topographic map and have
 JJ0604.an estimated accuracy of +/- 6 seconds.
 JJ0604
 JJ0604.The orthometric height was determined by differential leveling
 JJ0604.and adjusted by the National Geodetic Survey in June 1991..
 JJ0604
 JJ0604.The geoid height was determined by GEOID03.
 JJ0604
 JJ0604.The dynamic height is computed by dividing the NAVD 88
 JJ0604.geopotential number by the normal gravity value computed on the
 JJ0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0604.degrees latitude (g = 980.6199 gals.).
 JJ0604
 JJ0604.The modeled gravity was interpolated from observed gravity values.
 JJ0604
 JJ0604;                    North         East    Units  Estimated Accuracy
 JJ0604;SPC CO C     -   417,590.    1,044,740.      MT  (+/- 180 meters Scaled)
 JJ0604
 JJ0604                          SUPERSEDED SURVEY CONTROL
 JJ0604
 JJ0604  NGVD 29 (??/??/92) 1746.856  (m)         5731.14   (f) ADJ UNCH    2 0
 JJ0604
 JJ0604.Superseded values are not recommended for survey control.
 JJ0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0604.See file dsdata.txt to determine how the superseded data were derived.
 JJ0604
 JJ0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC869994(NAD 83)
 JJ0604_MARKER: DB = BENCH MARK DISK
 JJ0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0604_STAMPING: L 77 1935
 JJ0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0604+STABILITY: SURFACE MOTION
 JJ0604
 JJ0604  HISTORY     - Date     Condition        Report By
 JJ0604  HISTORY     - 1935     MONUMENTED       CGS
 JJ0604  HISTORY     - 1973     GOOD             NGS
 JJ0604  HISTORY     - 1974     GOOD             USGS
 JJ0604
 JJ0604                          STATION DESCRIPTION
 JJ0604
 JJ0604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 JJ0604'12 MI E FROM YODER.
 JJ0604'IN LINCOLN COUNTY, 12.0 MILES EAST ALONG STATE HIGHWAY 94 FROM
 JJ0604'THE POST OFFICE AT YODER, EL PASO COUNTY, 0.6 MILE EAST OF LINCOLN
 JJ0604'VALLEY SCHOOL, AT A CROSSROADS, 60 FEET SOUTH OF THE CENTERLINE OF
 JJ0604'THE HIGHWAY, 53 FEET WEST OF THE CENTERLINE OF THE ROAD, 15 FEET
 JJ0604'SOUTH OF A FENCE CORNER, AND 2 FEET EAST OF A FENCE.  A STANDARD DISK,
 JJ0604'STAMPED L 77 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- 5.0
 JJ0604'MILES E ALONG HWY. 94 FROM THE POST OFFICE AT RUSH, COLO., 46
 JJ0604'FEET SOUTH AND 34 FEET WEST OF A T-ROAD INTERSECTION.
 JJ0604
 JJ0604                          STATION RECOVERY (1974)
 JJ0604
 JJ0604'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0604'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0114 ***********************************************************************
 JJ0114  DESIGNATION -  L 78
 JJ0114  PID         -  JJ0114
 JJ0114  STATE/COUNTY-  CO/KIOWA
 JJ0114  USGS QUAD   -  STUART (1968)
 JJ0114
 JJ0114                         *CURRENT SURVEY CONTROL
 JJ0114  ___________________________________________________________________
 JJ0114* NAD 83(1986)-  38 28 16.     (N)    102 11 40.     (W)     SCALED    
 JJ0114* NAVD 88     -      1228.742  (meters)    4031.30   (feet)  ADJUSTED  
 JJ0114  ___________________________________________________________________
 JJ0114  GEOID HEIGHT-         -23.21  (meters)                     GEOID03
 JJ0114  DYNAMIC HT  -        1227.603 (meters)    4027.56  (feet)  COMP
 JJ0114  MODELED GRAV-     979,658.9   (mgal)                       NAVD 88
 JJ0114
 JJ0114  VERT ORDER  -  SECOND    CLASS 0
 JJ0114
 JJ0114.The horizontal coordinates were scaled from a topographic map and have
 JJ0114.an estimated accuracy of +/- 6 seconds.
 JJ0114
 JJ0114.The orthometric height was determined by differential leveling
 JJ0114.and adjusted by the National Geodetic Survey in June 1991..
 JJ0114
 JJ0114.The geoid height was determined by GEOID03.
 JJ0114
 JJ0114.The dynamic height is computed by dividing the NAVD 88
 JJ0114.geopotential number by the normal gravity value computed on the
 JJ0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0114.degrees latitude (g = 980.6199 gals.).
 JJ0114
 JJ0114.The modeled gravity was interpolated from observed gravity values.
 JJ0114
 JJ0114;                    North         East    Units  Estimated Accuracy
 JJ0114;SPC CO S     -   510,180.    1,202,810.      MT  (+/- 180 meters Scaled)
 JJ0114
 JJ0114                          SUPERSEDED SURVEY CONTROL
 JJ0114
 JJ0114  NGVD 29 (??/??/92) 1228.229  (m)         4029.61   (f) ADJ UNCH    2 0
 JJ0114
 JJ0114.Superseded values are not recommended for survey control.
 JJ0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0114.See file dsdata.txt to determine how the superseded data were derived.
 JJ0114
 JJ0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC447618(NAD 83)
 JJ0114_MARKER: DB = BENCH MARK DISK
 JJ0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0114_STAMPING: L 78 1935
 JJ0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0114+STABILITY: SURFACE MOTION
 JJ0114
 JJ0114  HISTORY     - Date     Condition        Report By
 JJ0114  HISTORY     - 1935     MONUMENTED       CGS
 JJ0114  HISTORY     - 1941     GOOD             NGS
 JJ0114  HISTORY     - 19951102 MARK NOT FOUND   CODOT
 JJ0114
 JJ0114                          STATION DESCRIPTION
 JJ0114
 JJ0114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0114'5.3 MI E FROM SHERIDAN LAKE.
 JJ0114'TO REACH BENCH MARK FROM THE RAILROAD STATION AT SHERIDAN LAKE, GO
 JJ0114'5.3 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD TO SITE OF BENCH
 JJ0114'MARK.  BENCH MARK IS AT MILEAGE, ABOUT 752.8, 0.2 MILE EAST OF MILE
 JJ0114'POLE 753, 0.2 MILE WEST OF STATION SIGN STUART, 66.0 FEET NORTH OF
 JJ0114'THE CENTERLINE OF STATE HIGHWAY 96, 50.0 FEET SOUTH OF AND ABOUT THE
 JJ0114'SAME ELEVATION AS THE CENTERLINE OF THE MAIN TRACK, 3.0 FEET
 JJ0114'SOUTHWEST OF THE NORTHEAST CORNER OF OFFSET IN THE RIGHT OF WAY FENCE,
 JJ0114'3.0 FEET NORTH OF A 4 X 4 INCH WOODEN MARKER POST.  A STANDARD DISK
 JJ0114'SET IN CONCRETE POST PROJECTING 0.5 FOOT.
 JJ0114
 JJ0114                          STATION RECOVERY (1995)
 JJ0114
 JJ0114'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (PG)
 JJ0114'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0369 ***********************************************************************
 JJ0369  DESIGNATION -  L 79
 JJ0369  PID         -  JJ0369
 JJ0369  STATE/COUNTY-  CO/LINCOLN
 JJ0369  USGS QUAD   -  BARREL SPRINGS DRAW (1978)
 JJ0369
 JJ0369                         *CURRENT SURVEY CONTROL
 JJ0369  ___________________________________________________________________
 JJ0369* NAD 83(1986)-  38 42 15.     (N)    103 16 29.     (W)     SCALED    
 JJ0369* NAVD 88     -      1402.486  (meters)    4601.32   (feet)  ADJUSTED  
 JJ0369  ___________________________________________________________________
 JJ0369  GEOID HEIGHT-         -21.84  (meters)                     GEOID03
 JJ0369  DYNAMIC HT  -        1401.108 (meters)    4596.80  (feet)  COMP
 JJ0369  MODELED GRAV-     979,597.1   (mgal)                       NAVD 88
 JJ0369
 JJ0369  VERT ORDER  -  SECOND    CLASS 0
 JJ0369
 JJ0369.The horizontal coordinates were scaled from a topographic map and have
 JJ0369.an estimated accuracy of +/- 6 seconds.
 JJ0369
 JJ0369.The orthometric height was determined by differential leveling
 JJ0369.and adjusted by the National Geodetic Survey in June 1991..
 JJ0369
 JJ0369.The geoid height was determined by GEOID03.
 JJ0369
 JJ0369.The dynamic height is computed by dividing the NAVD 88
 JJ0369.geopotential number by the normal gravity value computed on the
 JJ0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0369.degrees latitude (g = 980.6199 gals.).
 JJ0369
 JJ0369.The modeled gravity was interpolated from observed gravity values.
 JJ0369
 JJ0369;                    North         East    Units  Estimated Accuracy
 JJ0369;SPC CO C     -   403,840.    1,107,940.      MT  (+/- 180 meters Scaled)
 JJ0369
 JJ0369                          SUPERSEDED SURVEY CONTROL
 JJ0369
 JJ0369  NGVD 29 (??/??/92) 1401.795  (m)         4599.06   (f) ADJ UNCH    2 0
 JJ0369
 JJ0369.Superseded values are not recommended for survey control.
 JJ0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0369.See file dsdata.txt to determine how the superseded data were derived.
 JJ0369
 JJ0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC500853(NAD 83)
 JJ0369_MARKER: DB = BENCH MARK DISK
 JJ0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0369_STAMPING: L 79 1935
 JJ0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0369+STABILITY: SURFACE MOTION
 JJ0369
 JJ0369  HISTORY     - Date     Condition        Report By
 JJ0369  HISTORY     - 1935     MONUMENTED       CGS
 JJ0369  HISTORY     - 1941     GOOD             NGS
 JJ0369  HISTORY     - 1975     GOOD             USGS
 JJ0369
 JJ0369                          STATION DESCRIPTION
 JJ0369
 JJ0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0369'16.9 MI S FROM BOYERO.
 JJ0369'TO REACH FROM THE POST OFFICE IN BOYERO--GO 1.0 MILE SOUTHERLY
 JJ0369'ALONG STATE HIGHWAY NO.63 TO THE INTERSECTION OF STATE HIGHWAY
 JJ0369'NO.94,THENCE, CONTINUE 15.9 MILES SOUTHERLY ALONG STATE HIGHWAY
 JJ0369'NO.63 TO THE SITE OF BENCH MARK.  BENCH MARK IS ABOUT 0.7 MILE
 JJ0369'SOUTH OF INTERSECTION OF ROAD LEADING WESTERLY, ABOUT 0.3 MILE
 JJ0369'NORTH OF A WOODEN BRIDGE AND 68.0 FEET EAST OF AND ABOUT THE SAME
 JJ0369'ELEVATION AS THE CENTERLINE OF THE HIGHWAY.  IT IS 40.0 FEET EAST
 JJ0369'OF GATE AND 3.0 FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  THE
 JJ0369'MONUMENT PROJECTS 0.4 FOOT.
 JJ0369
 JJ0369                          STATION RECOVERY (1975)
 JJ0369
 JJ0369'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JJ0369'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0109 ***********************************************************************
 JL0109  DESIGNATION -  L 8
 JL0109  PID         -  JL0109
 JL0109  STATE/COUNTY-  CO/SAGUACHE
 JL0109  USGS QUAD   -  SARGENTS (1964)
 JL0109
 JL0109                         *CURRENT SURVEY CONTROL
 JL0109  ___________________________________________________________________
 JL0109* NAD 83(1986)-  38 23 52.     (N)    106 29 41.     (W)     SCALED    
 JL0109* NAVD 88     -      2519.307  (meters)    8265.43   (feet)  POSTED    
 JL0109  ___________________________________________________________________
 JL0109  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 JL0109  DYNAMIC HT  -        2516.040 (meters)    8254.71  (feet)  COMP
 JL0109  MODELED GRAV-     979,241.6   (mgal)                       NAVD 88
 JL0109
 JL0109  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JL0109
 JL0109.The horizontal coordinates were scaled from a topographic map and have
 JL0109.an estimated accuracy of +/- 6 seconds.
 JL0109
 JL0109.The orthometric height was determined by differential leveling
 JL0109.and adjusted by the National Geodetic Survey in 1992..
 JL0109.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JL0109.rate of 0.0 thru 1.0 mm/km.
 JL0109
 JL0109.The geoid height was determined by GEOID03.
 JL0109
 JL0109.The dynamic height is computed by dividing the NAVD 88
 JL0109.geopotential number by the normal gravity value computed on the
 JL0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0109.degrees latitude (g = 980.6199 gals.).
 JL0109
 JL0109.The modeled gravity was interpolated from observed gravity values.
 JL0109
 JL0109;                    North         East    Units  Estimated Accuracy
 JL0109;SPC CO S     -   497,400.      827,510.      MT  (+/- 180 meters Scaled)
 JL0109
 JL0109                          SUPERSEDED SURVEY CONTROL
 JL0109
 JL0109  NGVD 29 (??/??/92) 2517.654  (m)         8260.00   (f) ADJ UNCH    1 2
 JL0109
 JL0109.Superseded values are not recommended for survey control.
 JL0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0109.See file dsdata.txt to determine how the superseded data were derived.
 JL0109
 JL0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC694510(NAD 83)
 JL0109_MARKER: DB = BENCH MARK DISK
 JL0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0109_STAMPING: 8260.003 L 8 1926
 JL0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0109+STABILITY: SURFACE MOTION
 JL0109
 JL0109  HISTORY     - Date     Condition        Report By
 JL0109  HISTORY     - 1926     MONUMENTED       CGS
 JL0109  HISTORY     - 1962     GOOD             USFS
 JL0109  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0109
 JL0109                          STATION DESCRIPTION
 JL0109
 JL0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 JL0109'5.0 MI W FROM SARGENTS.
 JL0109'5.0 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JL0109'THE STATION AT SARGENTS, SAGUACHE COUNTY, 0.2 MILE WEST OF MILEPOST
 JL0109'D-262, 80 FEET WEST OF THE WEST SWITCH AT ELKO SIDING, 40 FEET WEST OF
 JL0109'A PRIVATE-ROAD CROSSING, 28 FEET NORTH OF THE TRACK, AND 1 FOOT LOWER
 JL0109'THAN THE TRACK.  A STANDARD DISK, STAMPED 8260.003 L 8 1926 AND SET IN
 JL0109'THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 JL0109
 JL0109                          STATION RECOVERY (1962)
 JL0109
 JL0109'RECOVERY NOTE BY US FOREST SERVICE 1962
 JL0109'RECOVERED IN GOOD CONDITION.
 JL0109
 JL0109                          STATION RECOVERY (1984)
 JL0109
 JL0109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0109'THE RAILROAD TRACK HAS BEEN GRADED OUT AND THIS SITE IS NOW A HAY
 JL0109'FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0528 ***********************************************************************
 JJ0528  DESIGNATION -  L 80
 JJ0528  PID         -  JJ0528
 JJ0528  STATE/COUNTY-  CO/CROWLEY
 JJ0528  USGS QUAD   -  LAKE HENRY (1978)
 JJ0528
 JJ0528                         *CURRENT SURVEY CONTROL
 JJ0528  ___________________________________________________________________
 JJ0528* NAD 83(1986)-  38 21 18.     (N)    103 43 25.     (W)     SCALED    
 JJ0528* NAVD 88     -      1350.863  (meters)    4431.96   (feet)  ADJUSTED  
 JJ0528  ___________________________________________________________________
 JJ0528  GEOID HEIGHT-         -21.36  (meters)                     GEOID03
 JJ0528  DYNAMIC HT  -        1349.519 (meters)    4427.55  (feet)  COMP
 JJ0528  MODELED GRAV-     979,587.4   (mgal)                       NAVD 88
 JJ0528
 JJ0528  VERT ORDER  -  SECOND    CLASS 0
 JJ0528
 JJ0528.The horizontal coordinates were scaled from a topographic map and have
 JJ0528.an estimated accuracy of +/- 6 seconds.
 JJ0528
 JJ0528.The orthometric height was determined by differential leveling
 JJ0528.and adjusted by the National Geodetic Survey in June 1991..
 JJ0528
 JJ0528.The geoid height was determined by GEOID03.
 JJ0528
 JJ0528.The dynamic height is computed by dividing the NAVD 88
 JJ0528.geopotential number by the normal gravity value computed on the
 JJ0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0528.degrees latitude (g = 980.6199 gals.).
 JJ0528
 JJ0528.The modeled gravity was interpolated from observed gravity values.
 JJ0528
 JJ0528;                    North         East    Units  Estimated Accuracy
 JJ0528;SPC CO S     -   493,660.    1,069,660.      MT  (+/- 180 meters Scaled)
 JJ0528
 JJ0528                          SUPERSEDED SURVEY CONTROL
 JJ0528
 JJ0528  NGVD 29 (??/??/92) 1350.164  (m)         4429.66   (f) ADJ UNCH    2 0
 JJ0528
 JJ0528.Superseded values are not recommended for survey control.
 JJ0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0528.See file dsdata.txt to determine how the superseded data were derived.
 JJ0528
 JJ0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC115459(NAD 83)
 JJ0528_MARKER: DB = BENCH MARK DISK
 JJ0528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0528_STAMPING: L 80 1935
 JJ0528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0528+STABILITY: SURFACE MOTION
 JJ0528
 JJ0528  HISTORY     - Date     Condition        Report By
 JJ0528  HISTORY     - 1935     MONUMENTED       CGS
 JJ0528  HISTORY     - 1941     GOOD             NGS
 JJ0528
 JJ0528                          STATION DESCRIPTION
 JJ0528
 JJ0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0528'10.5 MI N FROM ORDWAY.
 JJ0528'TO REACH FROM THE POST OFFICE AT ORDWAY-- GO 0.5 OF A MILE EAST
 JJ0528'ALONG HWY. 96 TO JCT. WITH HWY. 71, THENCE, TURN LEFT, GO 10.0
 JJ0528'MILES NORTH ALONG HWY. 71 TO SITE OF BENCH MARK.
 JJ0528'BENCH MARK IS 0.6 OF A MILE SOUTH OF A WHITE, WOODEN BRIDGE, 0.3 OF
 JJ0528'A MILE NORTH OF A CURVE, AND A BOARD CORRAL, 3.0 FEET WEST OF A
 JJ0528'FENCE LINE, 60.0 FEET WEST OF AND APPROXIMATELY THE SAME ELEVATION
 JJ0528'AS THE CENTERLINE OF THE HWY.  A STD. DISK SET FLUSH AND HORIZONTALLY
 JJ0528'IN A CONCRETE POST, PROJECTING, 6.0 INCHES ABOVE THE GROUND,
 JJ0528'3.0 FEET SOUTH OF A WHITE, WOODEN, 4X4-INCH MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0600 ***********************************************************************
 JJ0600  DESIGNATION -  L 81
 JJ0600  PID         -  JJ0600
 JJ0600  STATE/COUNTY-  CO/LINCOLN
 JJ0600  USGS QUAD   -  PUNKIN CENTER NW (1978)
 JJ0600
 JJ0600                         *CURRENT SURVEY CONTROL
 JJ0600  ___________________________________________________________________
 JJ0600* NAD 83(1986)-  38 56 21.     (N)    103 42 05.     (W)     SCALED    
 JJ0600* NAVD 88     -      1639.143  (meters)    5377.76   (feet)  ADJUSTED  
 JJ0600  ___________________________________________________________________
 JJ0600  GEOID HEIGHT-         -20.25  (meters)                     GEOID03
 JJ0600  DYNAMIC HT  -        1637.503 (meters)    5372.37  (feet)  COMP
 JJ0600  MODELED GRAV-     979,569.5   (mgal)                       NAVD 88
 JJ0600
 JJ0600  VERT ORDER  -  SECOND    CLASS 0
 JJ0600
 JJ0600.The horizontal coordinates were scaled from a topographic map and have
 JJ0600.an estimated accuracy of +/- 6 seconds.
 JJ0600
 JJ0600.The orthometric height was determined by differential leveling
 JJ0600.and adjusted by the National Geodetic Survey in June 1991..
 JJ0600
 JJ0600.The geoid height was determined by GEOID03.
 JJ0600
 JJ0600.The dynamic height is computed by dividing the NAVD 88
 JJ0600.geopotential number by the normal gravity value computed on the
 JJ0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0600.degrees latitude (g = 980.6199 gals.).
 JJ0600
 JJ0600.The modeled gravity was interpolated from observed gravity values.
 JJ0600
 JJ0600;                    North         East    Units  Estimated Accuracy
 JJ0600;SPC CO C     -   429,100.    1,070,320.      MT  (+/- 180 meters Scaled)
 JJ0600
 JJ0600                          SUPERSEDED SURVEY CONTROL
 JJ0600
 JJ0600  NGVD 29 (??/??/92) 1638.345  (m)         5375.14   (f) ADJ UNCH    2 0
 JJ0600
 JJ0600.Superseded values are not recommended for survey control.
 JJ0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0600.See file dsdata.txt to determine how the superseded data were derived.
 JJ0600
 JJ0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD125108(NAD 83)
 JJ0600_MARKER: DB = BENCH MARK DISK
 JJ0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0600_STAMPING: L 81 1935
 JJ0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0600+STABILITY: SURFACE MOTION
 JJ0600
 JJ0600  HISTORY     - Date     Condition        Report By
 JJ0600  HISTORY     - 1935     MONUMENTED       CGS
 JJ0600  HISTORY     - 1950     MARK NOT FOUND   LOCENG
 JJ0600
 JJ0600                          STATION DESCRIPTION
 JJ0600
 JJ0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JJ0600'19 MI N FROM FORDER.
 JJ0600'19.0 MI N OF FOSTER P.0., ALONG ST HWY. 71, ABOUT 55 FT. N. OF THE
 JJ0600'CENTER LINE OF AN UNIMPROVED ROAD TO THE W., ABOUT 60 FT. W. OF THE
 JJ0600'CENTER LINE OF STATE 71, ABOUT 25 FT. W. AND 1 FT. S. OF A FENCE
 JJ0600'CORNER.
 JJ0600
 JJ0600                          STATION RECOVERY (1950)
 JJ0600
 JJ0600'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1950
 JJ0600'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0257 ***********************************************************************
 JJ0257  DESIGNATION -  L 82
 JJ0257  PID         -  JJ0257
 JJ0257  STATE/COUNTY-  CO/KIOWA
 JJ0257  USGS QUAD   -  CHIVINGTON (1968)
 JJ0257
 JJ0257                         *CURRENT SURVEY CONTROL
 JJ0257  ___________________________________________________________________
 JJ0257* NAD 83(1986)-  38 27 40.     (N)    102 36 53.     (W)     SCALED    
 JJ0257* NAVD 88     -      1235.593  (meters)    4053.77   (feet)  ADJUSTED  
 JJ0257  ___________________________________________________________________
 JJ0257  GEOID HEIGHT-         -22.85  (meters)                     GEOID03
 JJ0257  DYNAMIC HT  -        1234.435 (meters)    4049.98  (feet)  COMP
 JJ0257  MODELED GRAV-     979,648.4   (mgal)                       NAVD 88
 JJ0257
 JJ0257  VERT ORDER  -  SECOND    CLASS 0
 JJ0257
 JJ0257.The horizontal coordinates were scaled from a topographic map and have
 JJ0257.an estimated accuracy of +/- 6 seconds.
 JJ0257
 JJ0257.The orthometric height was determined by differential leveling
 JJ0257.and adjusted by the National Geodetic Survey in June 1991..
 JJ0257
 JJ0257.The geoid height was determined by GEOID03.
 JJ0257
 JJ0257.The dynamic height is computed by dividing the NAVD 88
 JJ0257.geopotential number by the normal gravity value computed on the
 JJ0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0257.degrees latitude (g = 980.6199 gals.).
 JJ0257
 JJ0257.The modeled gravity was interpolated from observed gravity values.
 JJ0257
 JJ0257;                    North         East    Units  Estimated Accuracy
 JJ0257;SPC CO S     -   507,850.    1,166,190.      MT  (+/- 180 meters Scaled)
 JJ0257
 JJ0257                          SUPERSEDED SURVEY CONTROL
 JJ0257
 JJ0257  NGVD 29 (??/??/92) 1235.052  (m)         4052.00   (f) ADJ UNCH    2 0
 JJ0257
 JJ0257.Superseded values are not recommended for survey control.
 JJ0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0257.See file dsdata.txt to determine how the superseded data were derived.
 JJ0257
 JJ0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC081596(NAD 83)
 JJ0257_MARKER: DB = BENCH MARK DISK
 JJ0257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0257_SP_SET: CONCRETE BASE
 JJ0257_STAMPING: L 82 1935
 JJ0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0257
 JJ0257  HISTORY     - Date     Condition        Report By
 JJ0257  HISTORY     - 1935     MONUMENTED       CGS
 JJ0257  HISTORY     - 1967     GOOD             USGS
 JJ0257
 JJ0257                          STATION DESCRIPTION
 JJ0257
 JJ0257'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JJ0257'9 MI E FROM EADS.
 JJ0257'TO REACH BENCH MARK FROM THE RAILROAD STATION AT EADS, GO 9.0 MILES
 JJ0257'EAST ALONG THE MISSOURI PACIFIC RAILROAD TO SITE OF
 JJ0257'BENCH MARK.  BENCH MARK IS AT MILEAGE ABOUT 776.75, SET HORIZONTALLY
 JJ0257'IN TOP OF THE NORTHWEST CORNER OF CONCRETE BASE OF BLOCK SIGNAL
 JJ0257'7768, 10.0 FEET SOUTH OF AND ABOUT 2.0 FEET ABOVE THE CENTERLINE
 JJ0257'OF THE RAILROAD TRACK.  REPORT-BLOCK SIGNAL 7768, WITH THE BM,
 JJ0257'IS ON THE SOUTH SIDE OF THE TRACK, AN ESTIMATED 0.2 MI W OF A
 JJ0257'GRADE CROSSING.  A STANDARD DISK SET IN DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0446 ***********************************************************************
 JJ0446  DESIGNATION -  L 83
 JJ0446  PID         -  JJ0446
 JJ0446  STATE/COUNTY-  CO/KIOWA
 JJ0446  USGS QUAD   -  ARLINGTON (1978)
 JJ0446
 JJ0446                         *CURRENT SURVEY CONTROL
 JJ0446  ___________________________________________________________________
 JJ0446* NAD 83(1986)-  38 21 33.     (N)    103 19 58.     (W)     SCALED    
 JJ0446* NAVD 88     -      1294.952  (meters)    4248.52   (feet)  ADJUSTED  
 JJ0446  ___________________________________________________________________
 JJ0446  GEOID HEIGHT-         -22.26  (meters)                     GEOID03
 JJ0446  DYNAMIC HT  -        1293.671 (meters)    4244.32  (feet)  COMP
 JJ0446  MODELED GRAV-     979,594.7   (mgal)                       NAVD 88
 JJ0446
 JJ0446  VERT ORDER  -  SECOND    CLASS 0
 JJ0446
 JJ0446.The horizontal coordinates were scaled from a topographic map and have
 JJ0446.an estimated accuracy of +/- 6 seconds.
 JJ0446
 JJ0446.The orthometric height was determined by differential leveling
 JJ0446.and adjusted by the National Geodetic Survey in June 1991..
 JJ0446
 JJ0446.The geoid height was determined by GEOID03.
 JJ0446
 JJ0446.The dynamic height is computed by dividing the NAVD 88
 JJ0446.geopotential number by the normal gravity value computed on the
 JJ0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0446.degrees latitude (g = 980.6199 gals.).
 JJ0446
 JJ0446.The modeled gravity was interpolated from observed gravity values.
 JJ0446
 JJ0446;                    North         East    Units  Estimated Accuracy
 JJ0446;SPC CO S     -   494,840.    1,103,800.      MT  (+/- 180 meters Scaled)
 JJ0446
 JJ0446                          SUPERSEDED SURVEY CONTROL
 JJ0446
 JJ0446  NGVD 29 (??/??/92) 1294.299  (m)         4246.38   (f) ADJ UNCH    2 0
 JJ0446
 JJ0446.Superseded values are not recommended for survey control.
 JJ0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0446.See file dsdata.txt to determine how the superseded data were derived.
 JJ0446
 JJ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC456469(NAD 83)
 JJ0446_MARKER: DB = BENCH MARK DISK
 JJ0446_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JJ0446_SP_SET: ABUTMENT
 JJ0446_STAMPING: L 83 1935
 JJ0446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0446
 JJ0446  HISTORY     - Date     Condition        Report By
 JJ0446  HISTORY     - 1935     MONUMENTED       CGS
 JJ0446  HISTORY     - 1941     GOOD             NGS
 JJ0446
 JJ0446                          STATION DESCRIPTION
 JJ0446
 JJ0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0446'26 MI E FROM ORDWAY.
 JJ0446'IN KIOWA COUNTY, 26.0 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD
 JJ0446'FROM THE STATION AT ORDWAY, CROWLEY COUNTY, 0.3 MILE EAST OF
 JJ0446'MILEPOST 820, IN THE TOP OF THE SOUTHEAST ABUTMENT OF A CONCRETE
 JJ0446'BRIDGE, 41 FEET SOUTH OF THE CENTERLINE OF THE TRACK, 9 FEET
 JJ0446'NORTH OF THE CENTERLINE OF STATE HIGHWAY 96, AND 9 FEET NORTH OF
 JJ0446'A FENCE LINE.  A STANDARD DISK, STAMPED L 83 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0337 ***********************************************************************
 JJ0337  DESIGNATION -  L 84
 JJ0337  PID         -  JJ0337
 JJ0337  STATE/COUNTY-  CO/LINCOLN
 JJ0337  USGS QUAD   -  BECKMAN LAKE (1978)
 JJ0337
 JJ0337                         *CURRENT SURVEY CONTROL
 JJ0337  ___________________________________________________________________
 JJ0337* NAD 83(1986)-  38 56 17.     (N)    103 30 55.     (W)     SCALED    
 JJ0337* NAVD 88     -      1549.237  (meters)    5082.79   (feet)  ADJUSTED  
 JJ0337  ___________________________________________________________________
 JJ0337  GEOID HEIGHT-         -20.80  (meters)                     GEOID03
 JJ0337  DYNAMIC HT  -        1547.721 (meters)    5077.81  (feet)  COMP
 JJ0337  MODELED GRAV-     979,594.5   (mgal)                       NAVD 88
 JJ0337
 JJ0337  VERT ORDER  -  SECOND    CLASS 0
 JJ0337
 JJ0337.The horizontal coordinates were scaled from a topographic map and have
 JJ0337.an estimated accuracy of +/- 6 seconds.
 JJ0337
 JJ0337.The orthometric height was determined by differential leveling
 JJ0337.and adjusted by the National Geodetic Survey in June 1991..
 JJ0337
 JJ0337.The geoid height was determined by GEOID03.
 JJ0337
 JJ0337.The dynamic height is computed by dividing the NAVD 88
 JJ0337.geopotential number by the normal gravity value computed on the
 JJ0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0337.degrees latitude (g = 980.6199 gals.).
 JJ0337
 JJ0337.The modeled gravity was interpolated from observed gravity values.
 JJ0337
 JJ0337;                    North         East    Units  Estimated Accuracy
 JJ0337;SPC CO C     -   429,310.    1,086,460.      MT  (+/- 180 meters Scaled)
 JJ0337
 JJ0337                          SUPERSEDED SURVEY CONTROL
 JJ0337
 JJ0337  NGVD 29 (??/??/92) 1548.50   (m)         5080.4    (f) COMPUTED    2 0
 JJ0337
 JJ0337.Superseded values are not recommended for survey control.
 JJ0337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0337.See file dsdata.txt to determine how the superseded data were derived.
 JJ0337
 JJ0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD286109(NAD 83)
 JJ0337_MARKER: DB = BENCH MARK DISK
 JJ0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0337_STAMPING: L 84 1935
 JJ0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0337+STABILITY: SURFACE MOTION
 JJ0337
 JJ0337  HISTORY     - Date     Condition        Report By
 JJ0337  HISTORY     - 1935     MONUMENTED       CGS
 JJ0337  HISTORY     - 1974     MARK NOT FOUND   USGS
 JJ0337
 JJ0337                          STATION DESCRIPTION
 JJ0337
 JJ0337'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JJ0337'13.3 MI W FROM BOYERO.
 JJ0337'13.3 MILES WEST ALONG STATE HIGHWAY 94 FROM A CROSSING OF THE
 JJ0337'UNION PACIFIC RAILROAD AT BOYERO, AT A RIGHT-ANGLE CURVE IN THE
 JJ0337'HIGHWAY, 110 FEET EAST OF THE NORTH-SOUTH TANGENT, 32 FEET NORTH
 JJ0337'OF THE EAST-WEST TANGENT, 5 FEET WEST OF A FENCE CORNER, AND
 JJ0337'1-1/2 FEET NORTH OF A FENCE.  A STANDARD DISK, STAMPED L 84 1935
 JJ0337'AND SET IN THE TOP OF A CONCRETE POST.
 JJ0337
 JJ0337                          STATION RECOVERY (1974)
 JJ0337
 JJ0337'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0337'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0145 ***********************************************************************
 HJ0145  DESIGNATION -  L 85
 HJ0145  PID         -  HJ0145
 HJ0145  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0145  USGS QUAD   -  MINERS PEAK (1972)
 HJ0145
 HJ0145                         *CURRENT SURVEY CONTROL
 HJ0145  ___________________________________________________________________
 HJ0145* NAD 83(1986)-  37 10 57.     (N)    103 40 46.     (W)     SCALED    
 HJ0145* NAVD 88     -      1723.846  (meters)    5655.65   (feet)  ADJUSTED  
 HJ0145  ___________________________________________________________________
 HJ0145  GEOID HEIGHT-         -20.07  (meters)                     GEOID03
 HJ0145  DYNAMIC HT  -        1721.831 (meters)    5649.04  (feet)  COMP
 HJ0145  MODELED GRAV-     979,400.6   (mgal)                       NAVD 88
 HJ0145
 HJ0145  VERT ORDER  -  SECOND    CLASS 0
 HJ0145
 HJ0145.The horizontal coordinates were scaled from a topographic map and have
 HJ0145.an estimated accuracy of +/- 6 seconds.
 HJ0145
 HJ0145.The orthometric height was determined by differential leveling
 HJ0145.and adjusted by the National Geodetic Survey in June 1991..
 HJ0145
 HJ0145.The geoid height was determined by GEOID03.
 HJ0145
 HJ0145.The dynamic height is computed by dividing the NAVD 88
 HJ0145.geopotential number by the normal gravity value computed on the
 HJ0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0145.degrees latitude (g = 980.6199 gals.).
 HJ0145
 HJ0145.The modeled gravity was interpolated from observed gravity values.
 HJ0145
 HJ0145;                    North         East    Units  Estimated Accuracy
 HJ0145;SPC CO S     -   363,630.    1,076,060.      MT  (+/- 180 meters Scaled)
 HJ0145
 HJ0145                          SUPERSEDED SURVEY CONTROL
 HJ0145
 HJ0145  NGVD 29 (??/??/92) 1722.935  (m)         5652.66   (f) ADJ UNCH    2 0
 HJ0145
 HJ0145.Superseded values are not recommended for survey control.
 HJ0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0145.See file dsdata.txt to determine how the superseded data were derived.
 HJ0145
 HJ0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB172159(NAD 83)
 HJ0145_MARKER: DB = BENCH MARK DISK
 HJ0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0145_STAMPING: L 85 1935
 HJ0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0145+STABILITY: SURFACE MOTION
 HJ0145
 HJ0145  HISTORY     - Date     Condition        Report By
 HJ0145  HISTORY     - 1935     MONUMENTED       CGS
 HJ0145  HISTORY     - 1972     GOOD             USGS
 HJ0145
 HJ0145                          STATION DESCRIPTION
 HJ0145
 HJ0145'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 HJ0145'22.6 MI NE FROM BRANSON.
 HJ0145'BRANSON, 10.5 MI NORTH OF ALONG STATE HIGHWAY 389 TO JUNCTION WITH
 HJ0145'U.S. HIGHWAY 160, THENCE 8.0 MI EAST ALONG U.S. HIGHWAY 160 TO SOME
 HJ0145'CORRALS ON THE RIGHT AND A ROAD LEADING SOUTHEASTERLY TO A HOUSE,
 HJ0145'THENCE 1.2 MI SE. ALONG ROAD PAST HOUSE TO A GATE, THENCE 2.9 MI NE.
 HJ0145'ALONG A ROAD (OLD HWY. 160), ABOUT 0.3 MI WEST OF A TREE COVERED HILL,
 HJ0145'450 FT. NW. OF A WINDMILL, 300 FT. NE. OF A WOODEN BRIDGE, 40 FT.
 HJ0145'NW. OF CENTERLINE OF ROAD, IN THE TOP OF A CONCRETE POST PROJECTING
 HJ0145'8 INCHES ABOVE GROUND, A STANDARD DISK STAMPED L85 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0060 ***********************************************************************
 HJ0060  DESIGNATION -  L 86
 HJ0060  PID         -  HJ0060
 HJ0060  STATE/COUNTY-  CO/BACA
 HJ0060  USGS QUAD   -  LONE ROCK (1978)
 HJ0060
 HJ0060                         *CURRENT SURVEY CONTROL
 HJ0060  ___________________________________________________________________
 HJ0060* NAD 83(1986)-  37 16 44.     (N)    102 56 27.     (W)     SCALED    
 HJ0060* NAVD 88     -      1511.829  (meters)    4960.06   (feet)  ADJUSTED  
 HJ0060  ___________________________________________________________________
 HJ0060  GEOID HEIGHT-         -22.23  (meters)                     GEOID03
 HJ0060  DYNAMIC HT  -        1510.167 (meters)    4954.61  (feet)  COMP
 HJ0060  MODELED GRAV-     979,477.8   (mgal)                       NAVD 88
 HJ0060
 HJ0060  VERT ORDER  -  SECOND    CLASS 0
 HJ0060
 HJ0060.The horizontal coordinates were scaled from a topographic map and have
 HJ0060.an estimated accuracy of +/- 6 seconds.
 HJ0060
 HJ0060.The orthometric height was determined by differential leveling
 HJ0060.and adjusted by the National Geodetic Survey in June 1991..
 HJ0060
 HJ0060.The geoid height was determined by GEOID03.
 HJ0060
 HJ0060.The dynamic height is computed by dividing the NAVD 88
 HJ0060.geopotential number by the normal gravity value computed on the
 HJ0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0060.degrees latitude (g = 980.6199 gals.).
 HJ0060
 HJ0060.The modeled gravity was interpolated from observed gravity values.
 HJ0060
 HJ0060;                    North         East    Units  Estimated Accuracy
 HJ0060;SPC CO S     -   375,860.    1,141,330.      MT  (+/- 180 meters Scaled)
 HJ0060
 HJ0060                          SUPERSEDED SURVEY CONTROL
 HJ0060
 HJ0060  NGVD 29 (??/??/92) 1511.097  (m)         4957.66   (f) ADJ UNCH    2 0
 HJ0060
 HJ0060.Superseded values are not recommended for survey control.
 HJ0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0060.See file dsdata.txt to determine how the superseded data were derived.
 HJ0060
 HJ0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB825277(NAD 83)
 HJ0060_MARKER: DB = BENCH MARK DISK
 HJ0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0060_STAMPING: L 86 1935
 HJ0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0060+STABILITY: SURFACE MOTION
 HJ0060
 HJ0060  HISTORY     - Date     Condition        Report By
 HJ0060  HISTORY     - 1935     MONUMENTED       CGS
 HJ0060  HISTORY     - 1949     MARK NOT FOUND   LOCENG
 HJ0060
 HJ0060                          STATION DESCRIPTION
 HJ0060
 HJ0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HJ0060'10.4 MI SW FROM PRITCHETT.
 HJ0060'10.4 MILES SW ALONG US HIGHWAY 160 FROM PRITCHETT, ABOUT 24 FT. E.
 HJ0060'OF CENTER LINE OF CROSS-ROAD, 50 FT. S. OF CENTER LINE OF HWY. AND
 HJ0060'1 FT. W. OF 1/4 SEC. MARKER FOR SEC. 4 AND SEC. 9.
 HJ0060
 HJ0060                          STATION RECOVERY (1949)
 HJ0060
 HJ0060'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949
 HJ0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0018 ***********************************************************************
 HJ0018  CBN         -  This is a Cooperative Base Network Control Station.
 HJ0018  DESIGNATION -  L 87
 HJ0018  PID         -  HJ0018
 HJ0018  STATE/COUNTY-  CO/BACA
 HJ0018  USGS QUAD   -  BARTLETT (1978)
 HJ0018
 HJ0018                         *CURRENT SURVEY CONTROL
 HJ0018  ___________________________________________________________________
 HJ0018* NAD 83(1992)-  37 24 36.71504(N)    102 13 08.38534(W)     ADJUSTED  
 HJ0018* NAVD 88     -      1181.685  (meters)    3876.91   (feet)  ADJUSTED  
 HJ0018  ___________________________________________________________________
 HJ0018  X           -  -1,073,776.170 (meters)                     COMP
 HJ0018  Y           -  -4,958,451.993 (meters)                     COMP
 HJ0018  Z           -   3,854,355.642 (meters)                     COMP
 HJ0018  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 HJ0018  ELLIP HEIGHT-        1157.86  (meters)          (10/21/02) GPS OBS
 HJ0018  GEOID HEIGHT-         -23.82  (meters)                     GEOID03
 HJ0018  DYNAMIC HT  -        1180.487 (meters)    3872.98  (feet)  COMP
 HJ0018  MODELED GRAV-     979,575.2   (mgal)                       NAVD 88
 HJ0018
 HJ0018  HORZ ORDER  -  B
 HJ0018  VERT ORDER  -  SECOND    CLASS 0
 HJ0018  ELLP ORDER  -  FOURTH    CLASS II
 HJ0018
 HJ0018.The horizontal coordinates were established by GPS observations
 HJ0018.and adjusted by the National Geodetic Survey in May 1992..
 HJ0018
 HJ0018.The orthometric height was determined by differential leveling
 HJ0018.and adjusted by the National Geodetic Survey in June 1991..
 HJ0018
 HJ0018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HJ0018
 HJ0018.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0018
 HJ0018.The ellipsoidal height was determined by GPS observations
 HJ0018.and is referenced to NAD 83.
 HJ0018
 HJ0018.The geoid height was determined by GEOID03.
 HJ0018
 HJ0018.The dynamic height is computed by dividing the NAVD 88
 HJ0018.geopotential number by the normal gravity value computed on the
 HJ0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0018.degrees latitude (g = 980.6199 gals.).
 HJ0018
 HJ0018.The modeled gravity was interpolated from observed gravity values.
 HJ0018
 HJ0018;                    North         East     Units Scale Factor Converg.
 HJ0018;SPC CO S     -   392,421.225 1,204,805.479   MT  0.99997261   +2 00 45.0
 HJ0018;SPC CO S     - 1,287,468.64  3,952,765.98   sFT  0.99997261   +2 00 45.0
 HJ0018;UTM  13      - 4,144,009.158   746,132.771   MT  1.00034630   +1 41 25.3
 HJ0018
 HJ0018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0018!SPC CO S     -   0.99981834  x   0.99997261  =   0.99979095
 HJ0018!UTM  13      -   0.99981834  x   1.00034630  =   1.00016457
 HJ0018
 HJ0018                          SUPERSEDED SURVEY CONTROL
 HJ0018
 HJ0018  NAD 83(1986)-  37 24 36.71341(N)    102 13 08.37356(W) AD(       ) 3
 HJ0018  ELLIP H (05/26/92) 1157.87   (m)                       GP(       ) 4 1
 HJ0018  NAVD 88 (05/26/92) 1181.69   (m)         3876.9    (f) LEVELING    3  
 HJ0018  NGVD 29 (??/??/92) 1181.222  (m)         3875.39   (f) ADJ UNCH    2 0
 HJ0018
 HJ0018.Superseded values are not recommended for survey control.
 HJ0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0018.See file dsdata.txt to determine how the superseded data were derived.
 HJ0018
 HJ0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB4613344009(NAD 83)
 HJ0018_MARKER: DB = BENCH MARK DISK
 HJ0018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0018_SP_SET: CONCRETE POST
 HJ0018_STAMPING: L 87 1935
 HJ0018_MARK LOGO: CGS   
 HJ0018_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HJ0018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0018+STABILITY: SURFACE MOTION
 HJ0018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HJ0018+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1997
 HJ0018
 HJ0018  HISTORY     - Date     Condition        Report By
 HJ0018  HISTORY     - 1935     MONUMENTED       CGS
 HJ0018  HISTORY     - 1973     GOOD             USGS
 HJ0018  HISTORY     - 19910414 GOOD             NGS
 HJ0018  HISTORY     - 19931207 GOOD
 HJ0018  HISTORY     - 19940207 GOOD             CODOT
 HJ0018  HISTORY     - 19970421 GOOD             NGS
 HJ0018
 HJ0018                          STATION DESCRIPTION
 HJ0018
 HJ0018'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 HJ0018'3.5 MI E FROM WALSH.
 HJ0018'3.5 MILES EAST ALONG THE AT AND SF RAILWAY FROM THE STATION AT
 HJ0018'WALSH, BACA COUNTY, 4.4 MILES WEST OF THE STATION AT BARTLETT,
 HJ0018'1 1/4 POLES WEST OF MILEPOST 73, AT A ROAD CROSSING, 58 FEET WEST
 HJ0018'OF THE CENTER OF A STEEL GATE, 45 FEET NORTH OF THE CENTERLINE OF
 HJ0018'THE TRACK, AND 2 FEET SOUTH OF A FENCE.  A STANDARD DISK, STAMPED
 HJ0018'L 87 1935 AND SET IN A CONCRETE POST FLUSH WITH THE GROUND.
 HJ0018
 HJ0018                          STATION RECOVERY (1991)
 HJ0018
 HJ0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HJ0018'STATION IS LOCATED ABOUT 37 KM (23.0 MI) EAST OF SPRINGFIELD, 16 KM
 HJ0018'(9.9 MI) WEST OF THE KANSAS STATE LINE, 5.7 KM (3.5 MI) NORTHEAST OF
 HJ0018'WALSH, ALONG US HIGHWAY 160, AT MILE 486.6, AT A DIRT ROAD CROSSING
 HJ0018'OF A RAILROAD TRACK, ON THE EAST EDGE OF SECTION 26, T 30 S, R 43 W.
 HJ0018'OWNERSHIP--SANTA FE RAILROAD.
 HJ0018'TO REACH FROM THE JUNCTION OF US HIGHWAY 160 AND MAIN STREET ON THE
 HJ0018'NORTH SIDE OF WALSH, GO NORTHEAST ON HIGHWAY 160 FOR 2.22 KM
 HJ0018'(1.38 MI) TO A DIRT CROSSROAD (COUNTY ROAD 45).  CONTINUE AHEAD FOR
 HJ0018'3.53 KM (2.19 MI) TO A DIRT CROSSROAD.  TURN LEFT, NORTH, FOR 0.03 KM
 HJ0018'(0.02 MI) TO GATE AND STATION ON THE LEFT.
 HJ0018'STATION MARK IS SET IN THE TOP OF A 20-CM SQUARE CONCRETE POST
 HJ0018'PROJECTING 10 CM.  IT IS 13.9 M (45.6 FT) NORTHEAST OF, AND 1 M
 HJ0018'(3.3 FT) LOWER THAN THE NORTHEAST RAIL OF TRACK, 17.2 M (56.4 FT)
 HJ0018'WEST OF THE DIRT ROAD CENTER, 9.5 M (31.2 FT) WEST OF A UTILITY POLE
 HJ0018'AND 0.5 M (1.6 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST IN THE
 HJ0018'RIGHT-OF-WAY FENCE.
 HJ0018'DESCRIBED BY G.R.HEID
 HJ0018
 HJ0018                          STATION RECOVERY (1993)
 HJ0018
 HJ0018'RECOVERED 1993
 HJ0018'RECOVERED IN GOOD CONDITION.
 HJ0018
 HJ0018                          STATION RECOVERY (1994)
 HJ0018
 HJ0018'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1994
 HJ0018'RECOVERED IN GOOD CONDITION.
 HJ0018
 HJ0018                          STATION RECOVERY (1997)
 HJ0018
 HJ0018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 HJ0018'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0076 ***********************************************************************
 HJ0076  DESIGNATION -  L 88
 HJ0076  PID         -  HJ0076
 HJ0076  STATE/COUNTY-  CO/BACA
 HJ0076  USGS QUAD   -  PRITCHETT NW (1978)
 HJ0076
 HJ0076                         *CURRENT SURVEY CONTROL
 HJ0076  ___________________________________________________________________
 HJ0076* NAD 83(1986)-  37 28 09.     (N)    102 53 33.     (W)     SCALED    
 HJ0076* NAVD 88     -      1473.064  (meters)    4832.88   (feet)  ADJUSTED  
 HJ0076  ___________________________________________________________________
 HJ0076  GEOID HEIGHT-         -22.37  (meters)                     GEOID03
 HJ0076  DYNAMIC HT  -        1471.473 (meters)    4827.66  (feet)  COMP
 HJ0076  MODELED GRAV-     979,498.8   (mgal)                       NAVD 88
 HJ0076
 HJ0076  VERT ORDER  -  SECOND    CLASS 0
 HJ0076
 HJ0076.The horizontal coordinates were scaled from a topographic map and have
 HJ0076.an estimated accuracy of +/- 6 seconds.
 HJ0076
 HJ0076.The orthometric height was determined by differential leveling
 HJ0076.and adjusted by the National Geodetic Survey in June 1991..
 HJ0076
 HJ0076.The geoid height was determined by GEOID03.
 HJ0076
 HJ0076.The dynamic height is computed by dividing the NAVD 88
 HJ0076.geopotential number by the normal gravity value computed on the
 HJ0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0076.degrees latitude (g = 980.6199 gals.).
 HJ0076
 HJ0076.The modeled gravity was interpolated from observed gravity values.
 HJ0076
 HJ0076;                    North         East    Units  Estimated Accuracy
 HJ0076;SPC CO S     -   397,080.    1,145,030.      MT  (+/- 180 meters Scaled)
 HJ0076
 HJ0076                          SUPERSEDED SURVEY CONTROL
 HJ0076
 HJ0076  NGVD 29 (??/??/92) 1472.345  (m)         4830.52   (f) ADJ UNCH    2 0
 HJ0076
 HJ0076.Superseded values are not recommended for survey control.
 HJ0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0076.See file dsdata.txt to determine how the superseded data were derived.
 HJ0076
 HJ0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB863490(NAD 83)
 HJ0076_MARKER: DB = BENCH MARK DISK
 HJ0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0076_STAMPING: L 88 1935
 HJ0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0076+STABILITY: SURFACE MOTION
 HJ0076
 HJ0076  HISTORY     - Date     Condition        Report By
 HJ0076  HISTORY     - 1935     MONUMENTED       CGS
 HJ0076  HISTORY     - 1949     MARK NOT FOUND   LOCENG
 HJ0076
 HJ0076                          STATION DESCRIPTION
 HJ0076
 HJ0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HJ0076'1.5 MI N FROM GRAFT.
 HJ0076'1.5 MILE N ALONG STATE HIGHWAY 101 FROM GRAFT, ABOUT 90 YDS E OF A
 HJ0076'LONE WHITE BLDG., 35 FT E OF THE CENTERLINE OF THE HWY, AND 4 FT E
 HJ0076'OF A FENCE CORNER.
 HJ0076
 HJ0076                          STATION RECOVERY (1949)
 HJ0076
 HJ0076'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949
 HJ0076'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0480 ***********************************************************************
 JJ0480  DESIGNATION -  L 89
 JJ0480  PID         -  JJ0480
 JJ0480  STATE/COUNTY-  CO/BENT
 JJ0480  USGS QUAD   -  LAS ANIMAS (1979)
 JJ0480
 JJ0480                         *CURRENT SURVEY CONTROL
 JJ0480  ___________________________________________________________________
 JJ0480* NAD 83(1986)-  38 02 52.     (N)    103 13 12.     (W)     SCALED    
 JJ0480* NAVD 88     -      1189.230  (meters)    3901.67   (feet)  ADJUSTED  
 JJ0480  ___________________________________________________________________
 JJ0480  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 JJ0480  DYNAMIC HT  -        1188.057 (meters)    3897.82  (feet)  COMP
 JJ0480  MODELED GRAV-     979,601.8   (mgal)                       NAVD 88
 JJ0480
 JJ0480  VERT ORDER  -  SECOND    CLASS 0
 JJ0480
 JJ0480.The horizontal coordinates were scaled from a topographic map and have
 JJ0480.an estimated accuracy of +/- 6 seconds.
 JJ0480
 JJ0480.The orthometric height was determined by differential leveling
 JJ0480.and adjusted by the National Geodetic Survey in June 1991..
 JJ0480
 JJ0480.The geoid height was determined by GEOID03.
 JJ0480
 JJ0480.The dynamic height is computed by dividing the NAVD 88
 JJ0480.geopotential number by the normal gravity value computed on the
 JJ0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0480.degrees latitude (g = 980.6199 gals.).
 JJ0480
 JJ0480.The modeled gravity was interpolated from observed gravity values.
 JJ0480
 JJ0480;                    North         East    Units  Estimated Accuracy
 JJ0480;SPC CO S     -   460,530.    1,114,500.      MT  (+/- 180 meters Scaled)
 JJ0480
 JJ0480                          SUPERSEDED SURVEY CONTROL
 JJ0480
 JJ0480  NGVD 29 (??/??/92) 1188.611  (m)         3899.63   (f) ADJ UNCH    2 0
 JJ0480
 JJ0480.Superseded values are not recommended for survey control.
 JJ0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0480.See file dsdata.txt to determine how the superseded data were derived.
 JJ0480
 JJ0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC561126(NAD 83)
 JJ0480_MARKER: DB = BENCH MARK DISK
 JJ0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0480_STAMPING: L 89 1935
 JJ0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0480+STABILITY: SURFACE MOTION
 JJ0480
 JJ0480  HISTORY     - Date     Condition        Report By
 JJ0480  HISTORY     - 1935     MONUMENTED       CGS
 JJ0480
 JJ0480                          STATION DESCRIPTION
 JJ0480
 JJ0480'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JJ0480'1.1 MI S FROM LAS ANIMAS.
 JJ0480'1.1 MI S OF LAS ANIMAS, ALONG ST HWY 101, AT A WYE IN THE ROAD, 60
 JJ0480'FT E OF THE CENTER OF THE WYE, 48 FT E OF THE CENTERLINE OF THE HWY,
 JJ0480'6 FT E OF THE TELEPHONE POLE, AND 3 FT WEST OF A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0306 ***********************************************************************
 JL0306  DESIGNATION -  L 9
 JL0306  PID         -  JL0306
 JL0306  STATE/COUNTY-  CO/GUNNISON
 JL0306  USGS QUAD   -  SAPINERO (1982)
 JL0306
 JL0306                         *CURRENT SURVEY CONTROL
 JL0306  ___________________________________________________________________
 JL0306* NAD 83(1986)-  38 28 06.     (N)    107 15 29.     (W)     SCALED    
 JL0306* NAVD 88     -      2222.670  (meters)    7292.21   (feet)  POSTED    
 JL0306  ___________________________________________________________________
 JL0306  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 JL0306  DYNAMIC HT  -        2219.980 (meters)    7283.38  (feet)  COMP
 JL0306  MODELED GRAV-     979,339.2   (mgal)                       NAVD 88
 JL0306
 JL0306  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JL0306
 JL0306.The horizontal coordinates were scaled from a topographic map and have
 JL0306.an estimated accuracy of +/- 6 seconds.
 JL0306
 JL0306.The orthometric height was determined by differential leveling
 JL0306.and adjusted by the National Geodetic Survey in 1992..
 JL0306.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JL0306.rate of 1.1 thru 2.0 mm/km.
 JL0306
 JL0306.The geoid height was determined by GEOID03.
 JL0306
 JL0306.The dynamic height is computed by dividing the NAVD 88
 JL0306.geopotential number by the normal gravity value computed on the
 JL0306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0306.degrees latitude (g = 980.6199 gals.).
 JL0306
 JL0306.The modeled gravity was interpolated from observed gravity values.
 JL0306
 JL0306;                    North         East    Units  Estimated Accuracy
 JL0306;SPC CO C     -   376,780.      760,990.      MT  (+/- 180 meters Scaled)
 JL0306
 JL0306                          SUPERSEDED SURVEY CONTROL
 JL0306
 JL0306  NGVD 29 (??/??/92) 2221.198  (m)         7287.38   (f) ADJ UNCH    1 2
 JL0306
 JL0306.Superseded values are not recommended for survey control.
 JL0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0306.See file dsdata.txt to determine how the superseded data were derived.
 JL0306
 JL0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC030601(NAD 83)
 JL0306_MARKER: DB = BENCH MARK DISK
 JL0306_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 JL0306_SP_SET: UNSPEC ROCK
 JL0306_STAMPING: 7287.380 L 9 1926
 JL0306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0306
 JL0306  HISTORY     - Date     Condition        Report By
 JL0306  HISTORY     - 1926     MONUMENTED       CGS
 JL0306  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0306
 JL0306                          STATION DESCRIPTION
 JL0306
 JL0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 JL0306'4.0 MI E FROM SAPINERO.
 JL0306'4.0 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JL0306'THE STATION AT SAPINERO, GUNNISON COUNTY, 20 FEET WEST OF MILEPOST
 JL0306'D-310, 15 FEET NORTH OF THE TRACK, 2-1/2 FEET HIGHER THAN THE TRACK,
 JL0306'AND IN ROCK.  A STANDARD DISK, STAMPED 7287.380 L 9 1926.
 JL0306
 JL0306                          STATION RECOVERY (1984)
 JL0306
 JL0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0306'THIS LOCATION IS NOW THE BLUE MESA RESERVIOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0149 ***********************************************************************
 JJ0149  DESIGNATION -  L 91
 JJ0149  PID         -  JJ0149
 JJ0149  STATE/COUNTY-  CO/KIOWA
 JJ0149  USGS QUAD   -  SHERIDAN LAKE SE (1968)
 JJ0149
 JJ0149                         *CURRENT SURVEY CONTROL
 JJ0149  ___________________________________________________________________
 JJ0149* NAD 83(1986)-  38 21 44.     (N)    102 18 22.     (W)     SCALED    
 JJ0149* NAVD 88     -      1258.794  (meters)    4129.89   (feet)  ADJUSTED  
 JJ0149  ___________________________________________________________________
 JJ0149  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 JJ0149  DYNAMIC HT  -        1257.609 (meters)    4126.01  (feet)  COMP
 JJ0149  MODELED GRAV-     979,643.0   (mgal)                       NAVD 88
 JJ0149
 JJ0149  VERT ORDER  -  SECOND    CLASS 0
 JJ0149
 JJ0149.The horizontal coordinates were scaled from a topographic map and have
 JJ0149.an estimated accuracy of +/- 6 seconds.
 JJ0149
 JJ0149.The orthometric height was determined by differential leveling
 JJ0149.and adjusted by the National Geodetic Survey in June 1991..
 JJ0149
 JJ0149.The geoid height was determined by GEOID03.
 JJ0149
 JJ0149.The dynamic height is computed by dividing the NAVD 88
 JJ0149.geopotential number by the normal gravity value computed on the
 JJ0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0149.degrees latitude (g = 980.6199 gals.).
 JJ0149
 JJ0149.The modeled gravity was interpolated from observed gravity values.
 JJ0149
 JJ0149;                    North         East    Units  Estimated Accuracy
 JJ0149;SPC CO S     -   497,760.    1,193,490.      MT  (+/- 180 meters Scaled)
 JJ0149
 JJ0149                          SUPERSEDED SURVEY CONTROL
 JJ0149
 JJ0149  NGVD 29 (??/??/92) 1258.280  (m)         4128.21   (f) ADJ UNCH    2 0
 JJ0149
 JJ0149.Superseded values are not recommended for survey control.
 JJ0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0149.See file dsdata.txt to determine how the superseded data were derived.
 JJ0149
 JJ0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC353494(NAD 83)
 JJ0149_MARKER: DB = BENCH MARK DISK
 JJ0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0149_STAMPING: L 91 1935
 JJ0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0149+STABILITY: SURFACE MOTION
 JJ0149
 JJ0149  HISTORY     - Date     Condition        Report By
 JJ0149  HISTORY     - 1935     MONUMENTED       CGS
 JJ0149  HISTORY     - 1941     GOOD             NGS
 JJ0149  HISTORY     - 1967     MARK NOT FOUND   USGS
 JJ0149
 JJ0149                          STATION DESCRIPTION
 JJ0149
 JJ0149'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0149'8 MI S FROM SHERIDAN LAKE.
 JJ0149'TO REACH FROM THE HIGH SCHOOL IN SHERIDAN LAKE--GO 1.0 MILE WEST
 JJ0149'ALONG STATE HIGHWAYS NOS. 96 AND 51 TO THE INTERSECTION, THENCE,
 JJ0149'GO 7.0 MILES SOUTH ALONG STATE HIGHWAY NO.51 TO THE SITE OF BENCH
 JJ0149'MARK.  BENCH MARK IS ABOUT 0.35 MILE SOUTH OF A DIM CROSS ROAD,
 JJ0149'61.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE
 JJ0149'OF THE HIGHWAY AND 3.0 FEET WEST OF A 4 X 4-INCH WOODEN MARKER
 JJ0149'POST.  THE MONUMENT PROJECTS 0.7 FOOT.
 JJ0149
 JJ0149                          STATION RECOVERY (1967)
 JJ0149
 JJ0149'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JJ0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0273 ***********************************************************************
 KJ0273  DESIGNATION -  L 92
 KJ0273  PID         -  KJ0273
 KJ0273  STATE/COUNTY-  CO/LINCOLN
 KJ0273  USGS QUAD   -  LAKE (1970)
 KJ0273
 KJ0273                         *CURRENT SURVEY CONTROL
 KJ0273  ___________________________________________________________________
 KJ0273* NAD 83(1986)-  39 11 16.     (N)    103 41 46.     (W)     SCALED    
 KJ0273* NAVD 88     -      1694.899  (meters)    5560.68   (feet)  ADJUSTED  
 KJ0273  ___________________________________________________________________
 KJ0273  GEOID HEIGHT-         -19.80  (meters)                     GEOID03
 KJ0273  DYNAMIC HT  -        1693.252 (meters)    5555.28  (feet)  COMP
 KJ0273  MODELED GRAV-     979,595.0   (mgal)                       NAVD 88
 KJ0273
 KJ0273  VERT ORDER  -  SECOND    CLASS 0
 KJ0273
 KJ0273.The horizontal coordinates were scaled from a topographic map and have
 KJ0273.an estimated accuracy of +/- 6 seconds.
 KJ0273
 KJ0273.The orthometric height was determined by differential leveling
 KJ0273.and adjusted by the National Geodetic Survey in June 1991..
 KJ0273
 KJ0273.The geoid height was determined by GEOID03.
 KJ0273
 KJ0273.The dynamic height is computed by dividing the NAVD 88
 KJ0273.geopotential number by the normal gravity value computed on the
 KJ0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0273.degrees latitude (g = 980.6199 gals.).
 KJ0273
 KJ0273.The modeled gravity was interpolated from observed gravity values.
 KJ0273
 KJ0273;                    North         East    Units  Estimated Accuracy
 KJ0273;SPC CO C     -   456,700.    1,070,230.      MT  (+/- 180 meters Scaled)
 KJ0273
 KJ0273                          SUPERSEDED SURVEY CONTROL
 KJ0273
 KJ0273  NGVD 29 (??/??/92) 1694.092  (m)         5558.03   (f) ADJ UNCH    2 0
 KJ0273
 KJ0273.Superseded values are not recommended for survey control.
 KJ0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0273.See file dsdata.txt to determine how the superseded data were derived.
 KJ0273
 KJ0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD126384(NAD 83)
 KJ0273_MARKER: DB = BENCH MARK DISK
 KJ0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0273_STAMPING: L 92 1935
 KJ0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0273+STABILITY: SURFACE MOTION
 KJ0273
 KJ0273  HISTORY     - Date     Condition        Report By
 KJ0273  HISTORY     - 1935     MONUMENTED       CGS
 KJ0273  HISTORY     - 1970     GOOD             USGS
 KJ0273
 KJ0273                          STATION DESCRIPTION
 KJ0273
 KJ0273'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KJ0273'5.3 MI S FROM LIMON.
 KJ0273'5.3 MILES SOUTH ALONG STATE HWY. 71 FROM THE INTERSECTION OF
 KJ0273'U.S. HWY. 40 AT LIMON, LINCOLN COUNTY, 552 FEET NORTH OF THE
 KJ0273'CENTERLINE OF THE JUNCTION WITH A ROAD LEADING WEST, 44 FEET
 KJ0273'EAST OF THE CENTERLINE OF THE HWY., 40 FEET NORTH OF A FENCE
 KJ0273'CORNER, 45 FEET NORTH OF A POWER POLE, 6 FEET WEST OF THE ROW FENCE.
 KJ0273'A STANDARD DISK STAMPED L 92 1935 AND SET IN THE TOP OF A CONCRETE
 KJ0273'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0185 ***********************************************************************
 HK0185  DESIGNATION -  L 94
 HK0185  PID         -  HK0185
 HK0185  STATE/COUNTY-  CO/HUERFANO
 HK0185  USGS QUAD   -  CREAGER RESERVOIR (1967)
 HK0185
 HK0185                         *CURRENT SURVEY CONTROL
 HK0185  ___________________________________________________________________
 HK0185* NAD 83(1992)-  37 49 22.78127(N)    105 17 22.09482(W)     ADJUSTED  
 HK0185* NAVD 88     -      2297.103  (meters)    7536.41   (feet)  ADJUSTED  
 HK0185  ___________________________________________________________________
 HK0185  X           -  -1,330,688.912 (meters)                     COMP
 HK0185  Y           -  -4,867,693.833 (meters)                     COMP
 HK0185  Z           -   3,891,342.578 (meters)                     COMP
 HK0185  LAPLACE CORR-          -5.77  (seconds)                    DEFLEC99
 HK0185  ELLIP HEIGHT-        2281.46  (meters)          (12/03/02) GPS OBS
 HK0185  GEOID HEIGHT-         -15.60  (meters)                     GEOID03
 HK0185  DYNAMIC HT  -        2294.193 (meters)    7526.86  (feet)  COMP
 HK0185  MODELED GRAV-     979,280.0   (mgal)                       NAVD 88
 HK0185
 HK0185  HORZ ORDER  -  FIRST
 HK0185  VERT ORDER  -  SECOND    CLASS 0
 HK0185  ELLP ORDER  -  FOURTH    CLASS II
 HK0185
 HK0185.The horizontal coordinates were established by GPS observations
 HK0185.and adjusted by the National Geodetic Survey in April 1999..
 HK0185
 HK0185.The orthometric height was determined by differential leveling
 HK0185.and adjusted by the National Geodetic Survey in June 1991..
 HK0185
 HK0185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HK0185
 HK0185.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0185
 HK0185.The ellipsoidal height was determined by GPS observations
 HK0185.and is referenced to NAD 83.
 HK0185
 HK0185.The geoid height was determined by GEOID03.
 HK0185
 HK0185.The dynamic height is computed by dividing the NAVD 88
 HK0185.geopotential number by the normal gravity value computed on the
 HK0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0185.degrees latitude (g = 980.6199 gals.).
 HK0185
 HK0185.The modeled gravity was interpolated from observed gravity values.
 HK0185
 HK0185;                    North         East     Units Scale Factor Converg.
 HK0185;SPC CO S     -   433,155.277   932,936.458   MT  0.99994542   +0 07 44.9
 HK0185;SPC CO S     - 1,421,110.27  3,060,809.03   sFT  0.99994542   +0 07 44.9
 HK0185;UTM  13      - 4,186,215.685   474,524.247   MT  0.99960799   -0 10 39.0
 HK0185
 HK0185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0185!SPC CO S     -   0.99964213  x   0.99994542  =   0.99958757
 HK0185!UTM  13      -   0.99964213  x   0.99960799  =   0.99925026
 HK0185
 HK0185                          SUPERSEDED SURVEY CONTROL
 HK0185
 HK0185  ELLIP H (04/26/99) 2281.49   (m)                       GP(       ) 4 2
 HK0185  NAVD 88 (04/26/99) 2297.10   (m)         7536.4    (f) LEVELING    3  
 HK0185  NGVD 29 (??/??/92) 2295.839  (m)         7532.27   (f) ADJ UNCH    2 0
 HK0185
 HK0185.Superseded values are not recommended for survey control.
 HK0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0185.See file dsdata.txt to determine how the superseded data were derived.
 HK0185
 HK0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB7452486216(NAD 83)
 HK0185_MARKER: DB = BENCH MARK DISK
 HK0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0185_STAMPING: L 94 1935
 HK0185_MARK LOGO: CGS   
 HK0185_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HK0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0185+STABILITY: SURFACE MOTION
 HK0185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HK0185+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1998
 HK0185
 HK0185  HISTORY     - Date     Condition        Report By
 HK0185  HISTORY     - 1935     MONUMENTED       CGS
 HK0185  HISTORY     - 19981020 GOOD             NGS
 HK0185
 HK0185                          STATION DESCRIPTION
 HK0185
 HK0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HK0185'7.4 MI NW FROM GARDNER.
 HK0185'7.4 MILES NORTHWEST ALONG NEW STATE HIGHWAY 69 FROM THE POST
 HK0185'OFFICE AT GARDNER, HUERFANO COUNTY, 0.3 MILE NORTHWEST OF THE
 HK0185'JUNCTION OF A ROAD LEADING SOUTH, 246 FEET SOUTHEAST OF THE
 HK0185'CROSSING OF A ROW OF POLES, 91.0 FEET SOUTH OF THE CENTER OF
 HK0185'THE JUNCTION OF THE OLD AND NEW HIGHWAYS, 49.0 FEET SOUTH OF A ROW
 HK0185'OF POLES, 42.0 FEET SOUTH OF THE NORTHEAST CORNER OF A FENCE,
 HK0185'4.8 FEET SOUTH OF THE GATEPOST OF A WIRE GATE, 2 FEET EAST OF
 HK0185'THE FENCE, 3.0 FEET NORTH OF A 4 BY 4 INCH WOODEN MARKER POST
 HK0185'STENCILED U.S.B.M. AND 4.0 FEET LOWER THAN THE HIGHWAY.  A
 HK0185'STANDARD DISK, STAMPED L 94 1935 AND SET IN THE TOP OF A
 HK0185'CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE GROUND.
 HK0185
 HK0185                          STATION RECOVERY (1998)
 HK0185
 HK0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 HK0185'THE STATION IS LOCATED ABOUT 27 MI (43.5 KM) WEST-NORTHWEST OF
 HK0185'WALSENBURG, 26.5 MI (42.6 KM) SOUTHEAST OF WESTCLIFFE AND 7 MI (11.3
 HK0185'KM) NORTHWEST OF GARDNER, IN THE NORTHWEST 1/4 OF SECTION 1, T 26 S, R
 HK0185'71 W, AT STATE HIGHWAY 69 MILEPOST 32.98.  OWNERSHIP-- TO REACH THE
 HK0185'STATION FROM THE POST OFFICE IN GARDNER AND STATE HIGHWAY 69, GO
 HK0185'WESTERLY 7.95 MI (12.79 KM) TO THE STATION ON THE RIGHT THE MARK IS A
 HK0185'STANDARD DISK SET INTO THE TOP OF A 25 CM CONCRETE POST PROJECTING 8
 HK0185'CM ABOVE THE GROUND.  IT IS 30.5 M (100.1 FT) WEST FROM A POWER POLE
 HK0185'WITH GUY WIRE, 26.9 M (88.3 FT) SOUTH-SOUTHWEST FROM THE CENTER LINE
 HK0185'OF STATE HIGHWAY 69, 11.9 M (39.0 FT) SOUTH-SOUTHWEST FROM THE
 HK0185'RIGHT-OF-WAY FENCE, 0.8 M (2.6 FT) NORTH FROM A WOODEN WITNESS POST,
 HK0185'0.6 M (2.0 FT) EAST FROM A PLASTIC WITNESS POST AND ABOUT 2 M (6.6 FT)
 HK0185'BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0627 ***********************************************************************
 HL0627  DESIGNATION -  LA BOCA
 HL0627  PID         -  HL0627
 HL0627  STATE/COUNTY-  CO/LA PLATA
 HL0627  USGS QUAD   -  IGNACIO (1968)
 HL0627
 HL0627                         *CURRENT SURVEY CONTROL
 HL0627  ___________________________________________________________________
 HL0627* NAD 83(1992)-  37 00 19.44699(N)    107 37 47.52228(W)     ADJUSTED  
 HL0627* NAVD 88     -      2151.2    (meters)    7058.     (feet)  VERTCON   
 HL0627  ___________________________________________________________________
 HL0627  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 HL0627  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 HL0627
 HL0627  HORZ ORDER  -  SECOND
 HL0627
 HL0627.The horizontal coordinates were established by classical geodetic methods
 HL0627.and adjusted by the National Geodetic Survey in December 1993..
 HL0627
 HL0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0627
 HL0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0627
 HL0627.The geoid height was determined by GEOID03.
 HL0627
 HL0627;                    North         East     Units Scale Factor Converg.
 HL0627;SPC CO S     -   344,556.490   724,839.295   MT  1.00004918   -1 18 23.1
 HL0627;SPC CO S     - 1,130,432.42  2,378,076.92   sFT  1.00004918   -1 18 23.1
 HL0627;SPC NM W     -   666,099.987   848,108.072   MT  0.99992070   +0 07 20.9
 HL0627;SPC NM W     - 2,185,363.04  2,782,501.23   sFT  0.99992070   +0 07 20.9
 HL0627;UTM  13      - 4,098,705.270   265,998.467   MT  1.00027460   -1 35 01.0
 HL0627
 HL0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0627!SPC CO S     -   0.99966566  x   1.00004918  =   0.99971483
 HL0627!SPC NM W     -   0.99966566  x   0.99992070  =   0.99958639
 HL0627!UTM  13      -   0.99966566  x   1.00027460  =   0.99994017
 HL0627
 HL0627|---------------------------------------------------------------------|
 HL0627| PID    Reference Object                     Distance      Geod. Az  |
 HL0627|                                                           dddmmss.s |
 HL0627| CM7529 LA BOCA RM 1                         13.675 METERS 11706     |
 HL0627| CM7530 LA BOCA RM 2                         12.538 METERS 21231     |
 HL0627| HL0631 IGNATIO INDIAN SCHOOL TANK          APPROX.14.1 KM 3581358.2 |
 HL0627| HL0630 IGNATIO INDIAN SCHOOL STACK         APPROX.13.9 KM 3583301.1 |
 HL0627|---------------------------------------------------------------------|
 HL0627
 HL0627                          SUPERSEDED SURVEY CONTROL
 HL0627
 HL0627  NAD 83(1992)-  37 00 19.44740(N)    107 37 47.52247(W) AD(       ) 2
 HL0627  NAD 83(1986)-  37 00 19.44470(N)    107 37 47.52630(W) AD(       ) 2
 HL0627  NAD 27      -  37 00 19.43800(N)    107 37 45.31100(W) AD(       ) 2
 HL0627  NGVD 29 (07/19/86) 2150.0    (m)         7054.     (f) VERT ANG       
 HL0627
 HL0627.Superseded values are not recommended for survey control.
 HL0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0627.See file dsdata.txt to determine how the superseded data were derived.
 HL0627
 HL0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA6599898705(NAD 83)
 HL0627_MARKER: DS = TRIANGULATION STATION DISK
 HL0627_SETTING: 80 = SET IN A BOULDER
 HL0627_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HL0627
 HL0627  HISTORY     - Date     Condition        Report By
 HL0627  HISTORY     - 1936     MONUMENTED       CGS
 HL0627  HISTORY     - 1960     GOOD             CGS
 HL0627  HISTORY     - 1968     GOOD             USGS
 HL0627
 HL0627                          STATION DESCRIPTION
 HL0627
 HL0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 HL0627'THE STATION IS LOCATED ON THE EASTERN EDGE OF A SMALL ROUND
 HL0627'ROCK-COVERED KNOLL.  ABOUT 5 MINUTES PACK N OF THE WOOD ROAD.
 HL0627'THERE IS A HIGHER TIMBER COVERED KNOLL ABOUT 300 YARDS SSW.
 HL0627'ABOUT 2-1/2 MILES AIR LINE W BY S OF THE LA BOCA RAILROAD STATION
 HL0627'AND ABOUT 7-1/2 MILES AIR LINE S OF THE TOWN OF IGNATIO.
 HL0627'
 HL0627'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 HL0627'IN DRILL HOLES IN BOULDERS.
 HL0627'
 HL0627'REACHED FROM IGNATIO AS FOLLOWS--FROM THE POST OFFICE GO
 HL0627'S 0.6 MILE AND TURN RIGHT OFF MAIN ROAD JUST AFTER CROSSING
 HL0627'IRRIGATION DITCH.  GO 0.65 MILE TO A Y-ROAD, TAKE LEFT FORK
 HL0627'AND GO 7.0 MILES TO A GATE JUST BEFORE REACHING LA BOCA RAILROAD
 HL0627'STATION, TURN RIGHT THROUGH GATE AND GO 0.5 MILE TO AN IRRIGATION
 HL0627'DITCH, CROSS DITCH AND TURN SHARP LEFT AND FOLLOW WOOD ROAD
 HL0627'1.9 MILES TO END OF TRUCK TRAVEL.  LEAVE TRUCK AND CLIMB N
 HL0627'TO THE HIGHEST POINT AND THE STATION.  A 5 MINUTE PACK.
 HL0627'
 HL0627'TANK ELEVATED (SILVER, BLACK TOP, SILVER BALL) AZIMUTH OBJECT
 HL0627'IS ABOUT 8 MILES N AT THE INDIAN SCHOOL AT IGNATIO.
 HL0627'
 HL0627'STACK (SILVER, BLACK TOP) IS ABOUT 8 MILES N AT THE INDIAN
 HL0627'SCHOOL.
 HL0627
 HL0627                          STATION RECOVERY (1960)
 HL0627
 HL0627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (REA)
 HL0627'THE STATION AND ALL MARKS WERE RECOVERED, AND FOUND IN GOOD
 HL0627'CONDITION.
 HL0627'
 HL0627'A NEW TO REACH FOLLOWS.
 HL0627'
 HL0627'TO REACH FROM THE U.S. POST OFFICE IN IGNATIO, GO SOUTH 0.5
 HL0627'MILE TO A FORK.  TURN RIGHT, AS PER SIGN NAVAJO DAM CROSSING
 HL0627'RAILROAD TRACKS, AND GO FOR 0.65 MILE TO A FORK, TAKE THE LEFT
 HL0627'ROAD, AS PER SIGN NAVAJO DAM AND GO FOR 7.0 MILES TO A SIDE
 HL0627'ROAD RIGHT, GATE AND PER SIGN NAVAJO DAM NEAR GATE JUST BEFORE
 HL0627'REACHING THE OLD RAILROAD STATION IN LA BOCA.  TURN RIGHT ON THE
 HL0627'SIDE ROAD PASSING THROUGH THE GATE, AND FOLLOW GRAVEL ROAD FOR
 HL0627'0.8 MILE TO A FORK.  TAKE THE LEFT ROAD AND CONTINUE FOR
 HL0627'2.0 MILES TO A FAINT TRACK ROAD RIGHT.  TURN RIGHT ON THE
 HL0627'TRACK ROAD, AND GO FOR 0.3 MILE ALONG THE RIDGE TO THE END
 HL0627'OF TRUCK TRAVEL.  PACK NORTHERLY TO THE HIGHEST POINT OF
 HL0627'THE RIDGE AND THE STATION.  PACK TIME APPROXIMATELY 5
 HL0627'MINUTES.
 HL0627
 HL0627                          STATION RECOVERY (1968)
 HL0627
 HL0627'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (JTD)
 HL0627'FOUND AS DESCRIBED.
 HL0627'
 HL0627'TO REACH STATION FROM POST OFFICE IN IGNACIO, GO S. FOR 0.6 MI.
 HL0627'TO RD. FORK, THENCE RIGHT FOR 0.6 MI. TO RD. FORK, THENCE LEFT FOR
 HL0627'6.7 MI. TO T-RD. E.  CONTINUE ON S. FOR 1.2 MI. TO LA BOCA SIDING
 HL0627'AND T-RD. WNW., THENCE RIGHT (WNW.) FOR 0.7 MI. TO RD. FORK, THENCE
 HL0627'LEFT UP HILL ON MAIN RD. FOR 2.0 MI. TO A CURVE IN RD.  LEAVE TRUCK
 HL0627'AND HIKE NE. ALONG RIDGE TO SECOND TOP AND STATION SITE.  ABOUT A
 HL0627'10 MINUTE HIKE.
 HL0627'
 HL0627'STATION MARK--STANDARD USC AND GS DISK, WEDGED IN DRILL HOLE IN
 HL0627'BOULDER, STAMPED ---LA BOCA 1936---.
 HL0627'
 HL0627'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0474 ***********************************************************************
 HL0474  DESIGNATION -  LA GARITA
 HL0474  PID         -  HL0474
 HL0474  STATE/COUNTY-  CO/SAGUACHE
 HL0474  USGS QUAD   -  TWIN MOUNTAINS (1967)
 HL0474
 HL0474                         *CURRENT SURVEY CONTROL
 HL0474  ___________________________________________________________________
 HL0474* NAD 83(1992)-  37 50 05.58778(N)    106 27 36.89071(W)     ADJUSTED  
 HL0474* NAVD 88     -      3254.4    (meters)   10677.     (feet)  VERTCON   
 HL0474  ___________________________________________________________________
 HL0474  LAPLACE CORR-          -7.13  (seconds)                    DEFLEC99
 HL0474  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 HL0474
 HL0474  HORZ ORDER  -  FIRST
 HL0474
 HL0474.The horizontal coordinates were established by classical geodetic methods
 HL0474.and adjusted by the National Geodetic Survey in January 1993..
 HL0474
 HL0474.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0474
 HL0474.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0474
 HL0474.The geoid height was determined by GEOID03.
 HL0474
 HL0474;                    North         East     Units Scale Factor Converg.
 HL0474;SPC CO S     -   434,888.555   829,878.288   MT  0.99994540   -0 35 20.4
 HL0474;SPC CO S     - 1,426,796.87  2,722,692.35   sFT  0.99994540   -0 35 20.4
 HL0474;UTM  13      - 4,188,499.987   371,503.782   MT  0.99980337   -0 53 45.0
 HL0474
 HL0474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0474!SPC CO S     -   0.99949203  x   0.99994540  =   0.99943746
 HL0474!UTM  13      -   0.99949203  x   0.99980337  =   0.99929550
 HL0474
 HL0474:                Primary Azimuth Mark                     Grid Az
 HL0474:SPC CO S     -  LA GARITA AZ MK                          092 31 54.4
 HL0474:UTM  13      -  LA GARITA AZ MK                          092 50 19.0
 HL0474
 HL0474|---------------------------------------------------------------------|
 HL0474| PID    Reference Object                     Distance      Geod. Az  |
 HL0474|                                                           dddmmss.s |
 HL0474| CM7531 LA GARITA AZ MK                                    0915634.0 |
 HL0474| CM7532 LA GARITA RM 1                        8.206 METERS 24307     |
 HL0474| CM7533 LA GARITA RM 2                        6.699 METERS 29834     |
 HL0474|---------------------------------------------------------------------|
 HL0474
 HL0474                          SUPERSEDED SURVEY CONTROL
 HL0474
 HL0474  NAD 83(1986)-  37 50 05.58582(N)    106 27 36.89840(W) AD(       ) 1
 HL0474  NAD 27      -  37 50 05.57400(N)    106 27 34.76100(W) AD(       ) 1
 HL0474  NGVD 29 (07/19/86) 3252.8    (m)        10672.     (f) VERT ANG       
 HL0474
 HL0474.Superseded values are not recommended for survey control.
 HL0474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0474.See file dsdata.txt to determine how the superseded data were derived.
 HL0474
 HL0474_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB7150488500(NAD 83)
 HL0474_MARKER: DS = TRIANGULATION STATION DISK
 HL0474_SETTING: 80 = SET IN A BOULDER
 HL0474_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HL0474
 HL0474  HISTORY     - Date     Condition        Report By
 HL0474  HISTORY     - 1936     MONUMENTED       CGS
 HL0474  HISTORY     - 1958     GOOD             CGS
 HL0474
 HL0474                          STATION DESCRIPTION
 HL0474
 HL0474'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JB)
 HL0474'ON THE HIGH POINT AT THE E END OF THE ROCKY, TIMBERED SPUR RIDGE
 HL0474'EXTENDING EASTWARD FROM THE HIGH, WOODED PEAK LYING ABOUT
 HL0474'1-1/2 MILES S OF LA - GARITA CREEK, AT THE NW SIDE OF THE HEAD
 HL0474'OF OLD WOMANS CREEK, ABOUT 3/8 MILE ENE OF THE HIGHER, WOODED,
 HL0474'PEAK, ON THE APEX OF THE ROCKY POINT, 12 FEET NW OF A 20-INCH
 HL0474'PINON TREE.
 HL0474'
 HL0474'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 HL0474'IN A BOULDER.
 HL0474'
 HL0474'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 HL0474'CONCRETE IN DEPRESSIONS IN BOULDERS.
 HL0474'
 HL0474'REFERENCE MARK NO. 1 IS SW OF THE STATION, ALONG THE RIDGE
 HL0474'LINE, IN RANGE WITH A DEAD SNAG.
 HL0474'
 HL0474'REFERENCE MARK NO. 2 IS W OF THE STATION, SLIGHTLY DOWN THE
 HL0474'W SLOPE OF THE POINT.  THE AZIMUTH MARK IS APPROXIMATELY 0.5
 HL0474'MILE E OF THE STATION, IN THE OPEN, GRASSY SPACE LYING JUST
 HL0474'E OF THE ASPEN THICKET WHICH CLUSTERS ABOUT THE E BASE OF THE
 HL0474'POINT, ABOUT 200 YARDS WSW OF THE SUMMIT OF A LOW, BARE RIDGE,
 HL0474'ABOUT 100 YARDS E OF THE EDGE OF THE ASPEN THICKET, IN TOP
 HL0474'OF A LARGE, FLAT-TOPPED BOULDER ABOUT 2-1/4 FEET HIGH.
 HL0474'
 HL0474'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 160 AND
 HL0474'STATE HIGHWAY 112 AT DEL NORTE, GO N AND NE ON HIGHWAY 112
 HL0474'FOR 3.55 MILES AND KEEP STRAIGHT AHEAD ACROSS BRIDGE WHERE THE
 HL0474'HIGHWAY TURNS RIGHT, THENCE 6.7 MILES AND TURN LEFT (W) ON
 HL0474'A NARROW DIRT ROAD AT A RED PAINTED U.S. FOREST SERVICE TOOL
 HL0474'SHED ON THE LEFT, THENCE WESTERLY ALONG THE S SIDE OF LA GARITA
 HL0474'CREEK FOR 8.05 MILES, OR 0.2 MILE AFTER PASSING THROUGH A GATE,
 HL0474'AND TURN LEFT OFF THE ROAD AT A LONE TREE WITH TRIANGLE
 HL0474'BLAZE ON THE LEFT, THENCE SW ALONG AN OLD ROAD ALONG EDGE OF
 HL0474'WASH AT BOTTOM OF DRAW FOR ABOUT 1.25 MILES TO A LARGE
 HL0474'CLEARING.  FROM HERE THE ROCKY POINT ON WHICH THE STATION IS
 HL0474'LOCATED CAN BE SEEN TO THE SW THROUGH GAPS IN THE NEARBY
 HL0474'HILLS.  BEAR RIGHT ACROSS THE FIELD TOWARDS THE POINT AND
 HL0474'FOLLOW AN OLD ROAD THROUGH THE WOODS TO THE REMAINS OF A
 HL0474'RAIL FENCE AT EDGE OF WOODS AND BEAR LEFT ALONG THE EDGE OF
 HL0474'THE WOODS FOR ABOUT 0.4 MILE AND CROSS A NARROW, SHALLOW,
 HL0474'WASH AND CONTINUE ABOUT 50 YARDS TO THE AZIMUTH MARK.  TURN
 HL0474'RIGHT AND GO SOUTHERLY ON AN OLD TRACK ROAD WHICH BEARS
 HL0474'WESTERLY INTO THE DENSE GROWTH OF SMALL TREES AND GO A TOTAL
 HL0474'DISTANCE OF 0.8 MILE FROM THE AZIMUTH MARK TO A TRIANGLE
 HL0474'BLAZED TREE ON THE RIGHT IN A SMALL OPEN SPACE AND THE
 HL0474'END OF TRUCK TRAVEL.  GO WESTERLY THROUGH THE WOODS FOR
 HL0474'ABOUT 3/8 MILE TO THE BASE OF THE POINT AND CONTINUE W,
 HL0474'ANGLING UP THE N SIDE OF THE POINT UNTIL A SLIDE OF TALUS ROCK
 HL0474'IS CROSSED, THEN TURN LEFT UP THE SLOPE FOR ABOUT 100
 HL0474'YARDS TO THE STATION ON THE SUMMIT.  ABOUT 1/2 MILE, 25
 HL0474'MINUTES EASY PACKING.
 HL0474'
 HL0474'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 HL0474
 HL0474                          STATION RECOVERY (1958)
 HL0474
 HL0474'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 HL0474'ALL MARKS WERE RECOVERED, FOUND IN GOOD CONDITION AND AS
 HL0474'PREVIOUSLY DESCRIBED.  A BETTER DESCRIPTION TO REACH THE
 HL0474'STATION FOLLOWS.
 HL0474'
 HL0474'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 160 AND STATE
 HL0474'HIGHWAY 112 IN DEL NORTE, GO NORTH ON STATE HIGHWAY 112 FOR
 HL0474'0.5 MILE TO A FORK JUST AFTER CROSSING THE RIO GRANDE RIVER
 HL0474'BRIDGE.  TAKE LEFT FORK, NORTHERLY, ON GRADED ROAD FOR 0.8
 HL0474'MILE TO A CROSSROADS.  TURN LEFT, WEST, ON GRADED ROAD FOR 3.05
 HL0474'MILES TO A FORK.  THEN RIGHT, NORTHWESTERLY, ON TRACK ROAD FOR
 HL0474'2.1 MILES TO A FORK (JUST AFTER CROSSING BIG WASH).  THEN
 HL0474'RIGHT, NORTHERLY, ON TRACK ROAD FOR 3.8 MILES TO A FORK.
 HL0474'THEN RIGHT, NORTH, ON TRACK ROAD FOR 2.2 MILES TO A FORK.
 HL0474'THEN RIGHT, NORTHERLY, ON TRACK ROAD FOR 2.15 MILES TO A
 HL0474'TRIANGLE BLAZED ASPEN TREE ON THE LEFT AND AZIMUTH MARK.
 HL0474'CONTINUE NORTH, ON TRACK ROAD FOR 0.7 MILE TO AN 18 INCH PINE
 HL0474'TREE WITH A TRIANGLE BLAZE ON THE EAST SIDE AND END OF
 HL0474'TRUCK TRAVEL.  FROM HERE PACK SOUTHWEST UP OLD TRAIL FOR
 HL0474'ABOUT 0.15 MILE.  THEN SOUTH (OFF OF TRAIL) AND UP THROUGH
 HL0474'TREES TO A ROCK SLIDE.  CONTINUE SOUTH, UP HILL TO THE
 HL0474'RIGHT OF ROCK SLIDE TO THE TOP OF RIDGE.  THEN LEFT, EAST,
 HL0474'ALONG TOP OF RIDGE TO AN 18 INCH PINE TREE WITH A TRIANGLE
 HL0474'BLAZE ON THE WEST SIDE AND STATION (1 HOUR PACK.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0566 ***********************************************************************
 HL0566  DESIGNATION -  LA GARITA
 HL0566  PID         -  HL0566
 HL0566  STATE/COUNTY-  CO/MINERAL
 HL0566  USGS QUAD   -  HALFMOON PASS (1986)
 HL0566
 HL0566                         *CURRENT SURVEY CONTROL
 HL0566  ___________________________________________________________________
 HL0566* NAD 83(1992)-  37 55 04.16540(N)    106 50 28.82993(W)     ADJUSTED  
 HL0566* NAVD 88     -      4183.4    (meters)   13725.     (feet)  VERTCON   
 HL0566  ___________________________________________________________________
 HL0566  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 HL0566  GEOID HEIGHT-         -15.09  (meters)                     GEOID03
 HL0566
 HL0566  HORZ ORDER  -  THIRD
 HL0566
 HL0566.The horizontal coordinates were established by classical geodetic methods
 HL0566.and adjusted by the National Geodetic Survey in January 1993..
 HL0566
 HL0566.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0566
 HL0566.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0566
 HL0566.The geoid height was determined by GEOID03.
 HL0566
 HL0566;                    North         East     Units Scale Factor Converg.
 HL0566;SPC CO S     -   444,506.027   796,467.514   MT  0.99994646   -0 49 21.9
 HL0566;SPC CO S     - 1,458,350.19  2,613,077.17   sFT  0.99994646   -0 49 21.9
 HL0566;UTM  13      - 4,198,296.011   338,148.004   MT  0.99992265   -1 07 54.5
 HL0566
 HL0566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0566!SPC CO S     -   0.99934635  x   0.99994646  =   0.99929285
 HL0566!UTM  13      -   0.99934635  x   0.99992265  =   0.99926905
 HL0566
 HL0566:                Primary Azimuth Mark                     Grid Az
 HL0566:SPC CO S     -  10601=OURAY                              251 54 08.6
 HL0566:UTM  13      -  10601=OURAY                              252 12 41.2
 HL0566
 HL0566|---------------------------------------------------------------------|
 HL0566| PID    Reference Object                     Distance      Geod. Az  |
 HL0566|                                                           dddmmss.s |
 HL0566| HL0572 10601=OURAY                         APPROX. 7.6 KM 2510446.7 |
 HL0566|---------------------------------------------------------------------|
 HL0566
 HL0566                          SUPERSEDED SURVEY CONTROL
 HL0566
 HL0566  NAD 83(1986)-  37 55 04.16179(N)    106 50 28.83496(W) AD(       ) 3
 HL0566  NAD 27      -  37 55 04.17232(N)    106 50 26.67711(W) AD(       ) 3
 HL0566  NGVD 29 (07/19/86) 4181.4    (m)        13718.     (f) VERT ANG       
 HL0566
 HL0566.Superseded values are not recommended for survey control.
 HL0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0566.See file dsdata.txt to determine how the superseded data were derived.
 HL0566
 HL0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB3814898296(NAD 83)
 HL0566
 HL0566  HISTORY     - Date     Condition        Report By
 HL0566  HISTORY     - UNK      MONUMENTED
 HL0566  HISTORY     - 1956     GOOD             USGS
 HL0566
 HL0566                          STATION DESCRIPTION
 HL0566
 HL0566'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (JHC)
 HL0566'STATION ESTABLISHED BY J.F. MCBETH IN 1904 AND CALLED ---SAGUACHE---
 HL0566'NAME CHANGED TO ---LA GARITA--- BY H.L.BALDWIN,JR. IN 1906.
 HL0566'
 HL0566'ON THE SOUTHEASTERN HIGH SUMMIT OF THE LA GARITA MOUNTAINS OPPOSITE
 HL0566'THE HEAD OF SAGUACHE CREEK AND ABOUT 6 MI. NE. OF THE TOWN OF CREEDE.
 HL0566'
 HL0566'STATION IS LOCATED 6 -AIRLINE- MI. NE. OF CREEDE, COLORADO,
 HL0566'9 -AIRLINE- MI. N. OF WAGON WHEEL GAP, COLORADO, ON THE SOUTHEASTERN
 HL0566'HIGH SUMMIT OF LA GARITA MOUNTAINS, ON THE BOUNDARY LINE BETWEEN
 HL0566'MINERAL AND SAGUACHE COUNTIES.
 HL0566'
 HL0566'TO REACH STATION FROM CREEDE, COLORADO FOLLOW WHEELER NATIONAL
 HL0566'MONUMENT TRAIL NE. OUT OF CREEDE FOR APPROX. 9 MI. TO THE APPROX.
 HL0566'CENTER OF WASON PARK, LEAVE TRAIL AND GO NE. ACROSS PARK TO THE NW.
 HL0566'SIDE OF A HIGH SUMMIT TO THE SE., CONTINUE NE. UP STEEP GRASSY SLOPE
 HL0566'TO SLIDE ROCK, LEAVE HORSES AND PACK SE. TO THE HIGHEST POINT AND
 HL0566'STATION.  APPROX. 4 HRS PACK TIME WITH HORSES AND 1 HR. ON FOOT.
 HL0566'
 HL0566'STATION MARK - BRONZE TABLET IN ROCK SET JUST BENEATH SURFACE STAMPED,
 HL0566'--- LA GARITA 1904-1956 ---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0220 ***********************************************************************
 HJ0220  DESIGNATION -  LA JUNTA
 HJ0220  PID         -  HJ0220
 HJ0220  STATE/COUNTY-  CO/OTERO
 HJ0220  USGS QUAD   -  LA JUNTA (1984)
 HJ0220
 HJ0220                         *CURRENT SURVEY CONTROL
 HJ0220  ___________________________________________________________________
 HJ0220* NAD 83(1992)-  37 58 46.82955(N)    103 34 51.81445(W)     ADJUSTED  
 HJ0220* NAVD 88     -      1279.133  (meters)    4196.62   (feet)  ADJUSTED  
 HJ0220  ___________________________________________________________________
 HJ0220  X           -  -1,182,277.835 (meters)                     COMP
 HJ0220  Y           -  -4,894,028.993 (meters)                     COMP
 HJ0220  Z           -   3,904,439.611 (meters)                     COMP
 HJ0220  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 HJ0220  ELLIP HEIGHT-        1257.19  (meters)          (12/03/02) GPS OBS
 HJ0220  GEOID HEIGHT-         -21.93  (meters)                     GEOID03
 HJ0220  DYNAMIC HT  -        1277.834 (meters)    4192.36  (feet)  COMP
 HJ0220  MODELED GRAV-     979,569.8   (mgal)                       NAVD 88
 HJ0220
 HJ0220  HORZ ORDER  -  FIRST
 HJ0220  VERT ORDER  -  FIRST     CLASS II
 HJ0220  ELLP ORDER  -  FOURTH    CLASS II
 HJ0220
 HJ0220.The horizontal coordinates were established by GPS observations
 HJ0220.and adjusted by the National Geodetic Survey in January 1997..
 HJ0220
 HJ0220.The orthometric height was determined by differential leveling
 HJ0220.and adjusted by the National Geodetic Survey in June 1991..
 HJ0220
 HJ0220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HJ0220
 HJ0220.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0220
 HJ0220.The ellipsoidal height was determined by GPS observations
 HJ0220.and is referenced to NAD 83.
 HJ0220
 HJ0220.The geoid height was determined by GEOID03.
 HJ0220
 HJ0220.The dynamic height is computed by dividing the NAVD 88
 HJ0220.geopotential number by the normal gravity value computed on the
 HJ0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0220.degrees latitude (g = 980.6199 gals.).
 HJ0220
 HJ0220.The modeled gravity was interpolated from observed gravity values.
 HJ0220
 HJ0220;                    North         East     Units Scale Factor Converg.
 HJ0220;SPC CO S     -   452,255.655 1,082,973.076   MT  0.99994861   +1 10 37.3
 HJ0220;SPC CO S     - 1,483,775.43  3,553,054.17   sFT  0.99994861   +1 10 37.3
 HJ0220;UTM  13      - 4,204,509.601   624,616.677   MT  0.99979126   +0 52 23.9
 HJ0220
 HJ0220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0220!SPC CO S     -   0.99980277  x   0.99994861  =   0.99975139
 HJ0220!UTM  13      -   0.99980277  x   0.99979126  =   0.99959407
 HJ0220
 HJ0220:                Primary Azimuth Mark                     Grid Az
 HJ0220:SPC CO S     -  LA JUNTA RADIO STA KBNZ MAST             055 07 13.0
 HJ0220:UTM  13      -  LA JUNTA RADIO STA KBNZ MAST             055 25 26.4
 HJ0220
 HJ0220|---------------------------------------------------------------------|
 HJ0220| PID    Reference Object                     Distance      Geod. Az  |
 HJ0220|                                                           dddmmss.s |
 HJ0220| HJ0407 LA JUNTA RADIO STA KBNZ MAST        APPROX. 1.8 KM 0561750.3 |
 HJ0220| HJ0401 LA JUNTA WESTERN CANNING STACK      APPROX. 2.3 KM 0681214.1 |
 HJ0220| HJ0405 LA JUNTA SANTA FE RR STACK          APPROX. 3.7 KM 0684906.3 |
 HJ0220| HJ0219 LA JUNTA AZ MK                                     0724753.4 |
 HJ0220| CM8906 LA JUNTA RM 2                        37.820 METERS 08025     |
 HJ0220| HJ0402 LA JUNTA NORTH WATER TANK           APPROX. 2.8 KM 0994155.2 |
 HJ0220| HJ0404 LA JUNTA SOUTH WATER TANK           APPROX. 3.6 KM 1163304.7 |
 HJ0220| HJ0406 LA JUNTA HWY PATROL RAD MAST        APPROX. 3.9 KM 1221019.6 |
 HJ0220| JJ0949 ROCKY FORD CRYSTAL SUGAR COMPANY ST APPROX.15.5 KM 3050118.0 |
 HJ0220| JJ0948 SWINK WATER TANK                    APPROX. 5.8 KM 3130219.9 |
 HJ0220| JJ0945 SWINK HOLLY SUGAR CORP STACK        APPROX. 5.2 KM 3183525.3 |
 HJ0220| CM8905 LA JUNTA RM 1                        32.324 METERS 35052     |
 HJ0220|---------------------------------------------------------------------|
 HJ0220
 HJ0220                          SUPERSEDED SURVEY CONTROL
 HJ0220
 HJ0220  ELLIP H (01/17/97) 1257.16   (m)                       GP(       ) 1 1
 HJ0220  ELLIP H (12/21/93) 1257.28   (m)                       GP(       ) 4 1
 HJ0220  NAD 83(1992)-  37 58 46.83666(N)    103 34 51.82231(W) AD(       ) 1
 HJ0220  ELLIP H (01/07/93) 1257.28   (m)                       GP(       ) 4 2
 HJ0220  NAD 83(1986)-  37 58 46.81624(N)    103 34 51.81373(W) AD(       ) 1
 HJ0220  NAD 27      -  37 58 46.78200(N)    103 34 50.01100(W) AD(       ) 1
 HJ0220  NAVD 88 (01/17/97) 1279.13   (m)         4196.6    (f) LEVELING    3  
 HJ0220  NGVD 29 (11/20/87) 1278.53   (m)         4194.6    (f) LEVELING    3  
 HJ0220
 HJ0220.Superseded values are not recommended for survey control.
 HJ0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0220.See file dsdata.txt to determine how the superseded data were derived.
 HJ0220
 HJ0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC2461704510(NAD 83)
 HJ0220_MARKER: DS = TRIANGULATION STATION DISK
 HJ0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0220_SP_SET: CONCRETE POST
 HJ0220_STAMPING: LA JUNTA 1952
 HJ0220_MARK LOGO: CGS   
 HJ0220_PROJECTION: PROJECTING 11 CENTIMETERS
 HJ0220_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HJ0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0220+STABILITY: SURFACE MOTION
 HJ0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HJ0220+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1995
 HJ0220
 HJ0220  HISTORY     - Date     Condition        Report By
 HJ0220  HISTORY     - 1952     MONUMENTED       CGS
 HJ0220  HISTORY     - 1960     GOOD             CGS
 HJ0220  HISTORY     - 1977     GOOD             NGS
 HJ0220  HISTORY     - 1985     GOOD             NGS
 HJ0220  HISTORY     - 19860528 GOOD
 HJ0220  HISTORY     - 19860721 GOOD
 HJ0220  HISTORY     - 19950105 GOOD             CODOT
 HJ0220  HISTORY     - 19990526 GOOD             MSAM
 HJ0220
 HJ0220                          STATION DESCRIPTION
 HJ0220
 HJ0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LGT)
 HJ0220'THE STATION IS LOCATED ABOUT 2 MILES WEST OF LA JUNTA ON A
 HJ0220'SMALL RIDGE AT THE NORTH EDGE OF A SHALLOW GRAVEL PIT.
 HJ0220'
 HJ0220'TO REACH THE STATION FROM LA JUNTA, GO WESTERLY ON STATE
 HJ0220'HIGHWAY 10 FOR 0.7 MILES TO THE AZIMUTH MARK ON THE LEFT.
 HJ0220'CONTINUE WEST ON HIGHWAY 0.7 MILE TO A CROSSROADS.  TURN LEFT,
 HJ0220'GO SOUTH 0.2 MILE TO A GATE ON THE LEFT.  TURN LEFT, PASS
 HJ0220'THROUGH GATE AND GO EAST TO THE TOP OF THE RIDGE AND STATION.
 HJ0220'
 HJ0220'THE STATION MARK IS STAMPED LA JUNTA 1952.  IT IS A STANDARD
 HJ0220'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 3 INCHES AND IS
 HJ0220'4 FEET NORTHEAST OF A WHITE WITNESS POST.
 HJ0220'
 HJ0220'REFERENCE MARK 1 IS STAMPED LA JUNTA NO 1 1952.  IT IS A
 HJ0220'STANDARD DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 8
 HJ0220'INCHES AND IS ABOUT 5.5 FEET LOWER THAN THE STATION MARK.
 HJ0220'
 HJ0220'REFERENCE MARK 2 IS STAMPED LA JUNTA NO 2 1952.  IT IS A STANDARD
 HJ0220'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 8 INCHES AND
 HJ0220'IS ABOUT THE SAME ELEVATION AS THE STATION MARK.
 HJ0220'
 HJ0220'THE AZIMUTH MARK IS STAMPED LA JUNTA 1952.  IT IS A STANDARD
 HJ0220'DISK SET IN A CONCRETE MONUMENT THAT PROJECTS 2 INCHES, IS
 HJ0220'27 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 10 AND 3 FEET
 HJ0220'WEST OF A TELEPHONE POLE AND A WHITE WITNESS POST.
 HJ0220
 HJ0220                          STATION RECOVERY (1960)
 HJ0220
 HJ0220'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 HJ0220'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.
 HJ0220
 HJ0220                          STATION RECOVERY (1977)
 HJ0220
 HJ0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 HJ0220'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE
 HJ0220'AND DIRECTION TO THE REFERENCE MARKS CHECKED FAIRLY WELL.  THE LINE
 HJ0220'TO THE AZIMUTH MARK IS BLOCKED AT THIS TIME BY SEVERAL HAY STACKS
 HJ0220'BUT WILL BE VISIBLE WHEN HAY IS REMOVED.  THE HORIZONTAL ANGLE
 HJ0220'BETWEEN THE LAJUNTA WATER TANKS ALSO CHECKED FAIRLY WELL.  A
 HJ0220'SLENDER MAST BELONGING TO THE SOUTHEAST COLORADO POWER COMPANY
 HJ0220'HAS BEEN ERECTED ABOUT 250 FEET SOUTH OF THE STATION MARK.  IT
 HJ0220'WAS NOT MEASURED TO DUE TO A BUILDING ON LINE.
 HJ0220'
 HJ0220'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE
 HJ0220'HIGHWAY 10 WHICH IS AT THE WEST EDGE OF LAJUNTA.  GO SOUTH AND WEST
 HJ0220'ON 10 FOR 0.75 MILE TO A SURFACED CROSSOVER ROAD AND STOP SIGNON
 HJ0220'LEFT.  (TURN LEFT FOR ABOUT 100 FEET, THENCE LEFT AGAIN AND
 HJ0220'CONTINUE ON A SURFACED ROAD, EAST FOR 0.1 MILE, TOP OF RISE,
 HJ0220'GRAVELED ROAD, TELEPHONE LINE POLE, AN UNDERGROUND CABLE SIGN AND
 HJ0220'AZIMUTH MARK ON THE RIGHT).  CONTINUE WEST ON HIGHWAY 10 FOR
 HJ0220'0.6 MILE TO A CROSSROAD.  TURN LEFT AND GO SOUTH ON A GRADED
 HJ0220'ROAD FOR 0.2 MILE TO TWO (2) ROADS ON LEFT (ONE LEADS TO A MAST).
 HJ0220'TURN LEFT AND GO NORTHEAST AND EAST ON THE NORTH 1 OF 2 ROADS
 HJ0220'ALONG THE WEST AND NORTH EDGE OF HILL FOR 0.1 MILE TO STATION
 HJ0220'ON RIGHT, AS DESCRIBED.
 HJ0220'
 HJ0220'STATION IS A STANDARD STATION MARK DISK, STAMPED LA JUNTA 1952, SET
 HJ0220'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES.
 HJ0220'MARK IS 2 FEET NORTH-NORTHWEST OF A WOOD WITNESS POST, 1.7 FEET
 HJ0220'EAST OF A METAL WITNESS POST AND 152 FEET SOUTH OF A TRACK ROAD.
 HJ0220'
 HJ0220'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED LA JUNTA
 HJ0220'NO 1 1952, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 HJ0220'ABOUT 3 INCHES.  MARK IS 46 FEET SOUTH OF A TRACK ROAD AND 1.5 FEET
 HJ0220'EAST OF A METAL WITNESS POST.
 HJ0220'
 HJ0220'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED LA JUNTA
 HJ0220'NO 2 1952, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 HJ0220'ABOUT 6 INCHES.  MARK IS 1.3 FEET NORTH OF A METAL WITNESS POST.
 HJ0220'
 HJ0220'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED LA JUNTA 1952,
 HJ0220'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 HJ0220'GROUND.  MARK IS 27 FEET SOUTH OF THE CENTER OF A SURFACED ROAD, 17
 HJ0220'FEET WEST OF A GRAVELED ROAD, 2.5 FEET WEST OF A TELEPHONE LINE
 HJ0220'POLE AND 1 FOOT EAST OF AN UNDERGROUND TELEPHONE CABLE SIGN ON
 HJ0220'METAL POST.
 HJ0220'
 HJ0220'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES WEST OF
 HJ0220'LAJUNTA.
 HJ0220
 HJ0220                          STATION RECOVERY (1985)
 HJ0220
 HJ0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HJ0220'5.6 KM (3.5 MI) SW FROM LA JUNTA.
 HJ0220'3.7 KM (2.3 MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE STATION
 HJ0220'IN LA JUNTA, THENCE 1.9 KM (1.2 MI) SOUTH ALONG A PAVED ROAD, ALONG
 HJ0220'THE SOUTH EDGE OF A GRAVEL PIT, 0.3 KM (0.2 MI) SOUTH OF THE
 HJ0220'INTERSECTION OF STATE HIGHWAY 10, 186.0 M (610.2 FT) EAST OF THE
 HJ0220'CENTER OF THE ROAD, AND 76.5 M (251.0 FT) SOUTH OF A RADIO TOWER.
 HJ0220'THE MARK IS 1.2 METERS  SW FROM  A WITNESS POST
 HJ0220'THE MARK IS 3.0 M ABOVE THE ROAD.
 HJ0220
 HJ0220                          STATION RECOVERY (1986)
 HJ0220
 HJ0220'RECOVERED 1986
 HJ0220'RECOVERED IN GOOD CONDITION.
 HJ0220
 HJ0220                          STATION RECOVERY (1986)
 HJ0220
 HJ0220'RECOVERED 1986
 HJ0220'RECOVERED IN GOOD CONDITION.
 HJ0220
 HJ0220                          STATION RECOVERY (1995)
 HJ0220
 HJ0220'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (MEL)
 HJ0220'RECOVERED AS DESCRIBED.
 HJ0220
 HJ0220                          STATION RECOVERY (1999)
 HJ0220
 HJ0220'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (DS)
 HJ0220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0219 ***********************************************************************
 HJ0219  DESIGNATION -  LA JUNTA AZ MK
 HJ0219  PID         -  HJ0219
 HJ0219  STATE/COUNTY-  CO/OTERO
 HJ0219  USGS QUAD   -  LA JUNTA (1984)
 HJ0219
 HJ0219                         *CURRENT SURVEY CONTROL
 HJ0219  ___________________________________________________________________
 HJ0219* NAD 83(1986)-  37 58 54.     (N)    103 34 22.     (W)     SCALED    
 HJ0219* NAVD 88     -      1268.348  (meters)    4161.24   (feet)  ADJUSTED  
 HJ0219  ___________________________________________________________________
 HJ0219  GEOID HEIGHT-         -21.94  (meters)                     GEOID03
 HJ0219  DYNAMIC HT  -        1267.061 (meters)    4157.02  (feet)  COMP
 HJ0219  MODELED GRAV-     979,570.8   (mgal)                       NAVD 88
 HJ0219
 HJ0219  VERT ORDER  -  FIRST     CLASS II
 HJ0219
 HJ0219.The horizontal coordinates were scaled from a topographic map and have
 HJ0219.an estimated accuracy of +/- 6 seconds.
 HJ0219
 HJ0219.The orthometric height was determined by differential leveling
 HJ0219.and adjusted by the National Geodetic Survey in June 1991..
 HJ0219
 HJ0219.The geoid height was determined by GEOID03.
 HJ0219
 HJ0219.The dynamic height is computed by dividing the NAVD 88
 HJ0219.geopotential number by the normal gravity value computed on the
 HJ0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0219.degrees latitude (g = 980.6199 gals.).
 HJ0219
 HJ0219.The modeled gravity was interpolated from observed gravity values.
 HJ0219
 HJ0219;                    North         East    Units  Estimated Accuracy
 HJ0219;SPC CO S     -   452,490.    1,083,700.      MT  (+/- 180 meters Scaled)
 HJ0219
 HJ0219                          SUPERSEDED SURVEY CONTROL
 HJ0219
 HJ0219.No superseded survey control is available for this station.
 HJ0219
 HJ0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC253047(NAD 83)
 HJ0219_MARKER: DZ = AZIMUTH MARK DISK
 HJ0219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0219_SP_SET: CONCRETE POST
 HJ0219_STAMPING: LA JUNTA 1952
 HJ0219_MARK LOGO: CGS   
 HJ0219_PROJECTION: FLUSH
 HJ0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0219+STABILITY: SURFACE MOTION
 HJ0219
 HJ0219  HISTORY     - Date     Condition        Report By
 HJ0219  HISTORY     - 1952     MONUMENTED       CGS
 HJ0219  HISTORY     - 1985     GOOD             NGS
 HJ0219
 HJ0219                          STATION DESCRIPTION
 HJ0219
 HJ0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HJ0219'6.5 KM (4.05 MI) SW FROM LA JUNTA.
 HJ0219'3.7 KM (2.3 MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE STATION
 HJ0219'IN LA JUNTA, THENCE 1.6 KM (1.0 MI) SOUTH ALONG A PAVED ROAD, THENCE
 HJ0219'1.2 KM (0.75 MI) EAST ALONG STATE HIGHWAY 10, 8.2 M (26.9 FT) SOUTH OF
 HJ0219'THE CENTERLINE OF THE HIGHWAY, AND 1.0 M (3.3 FT) WEST OF A UTILITY
 HJ0219'POLE.
 HJ0219'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 HJ0219'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0206 ***********************************************************************
 HJ0206  DESIGNATION -  LA JUNTA BM
 HJ0206  PID         -  HJ0206
 HJ0206  STATE/COUNTY-  CO/OTERO
 HJ0206  USGS QUAD   -  LA JUNTA (1984)
 HJ0206
 HJ0206                         *CURRENT SURVEY CONTROL
 HJ0206  ___________________________________________________________________
 HJ0206* NAD 83(1986)-  37 59 12.     (N)    103 32 36.     (W)     SCALED    
 HJ0206* NAVD 88     -      1240.043  (meters)    4068.37   (feet)  ADJUSTED  
 HJ0206  ___________________________________________________________________
 HJ0206  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 HJ0206  DYNAMIC HT  -        1238.790 (meters)    4064.26  (feet)  COMP
 HJ0206  MODELED GRAV-     979,575.9   (mgal)                       NAVD 88
 HJ0206
 HJ0206  VERT ORDER  -  FIRST     CLASS II
 HJ0206
 HJ0206.The horizontal coordinates were scaled from a topographic map and have
 HJ0206.an estimated accuracy of +/- 6 seconds.
 HJ0206
 HJ0206.The orthometric height was determined by differential leveling
 HJ0206.and adjusted by the National Geodetic Survey in June 1991..
 HJ0206
 HJ0206.The geoid height was determined by GEOID03.
 HJ0206
 HJ0206.The dynamic height is computed by dividing the NAVD 88
 HJ0206.geopotential number by the normal gravity value computed on the
 HJ0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0206.degrees latitude (g = 980.6199 gals.).
 HJ0206
 HJ0206.The modeled gravity was interpolated from observed gravity values.
 HJ0206
 HJ0206;                    North         East    Units  Estimated Accuracy
 HJ0206;SPC CO S     -   453,100.    1,086,270.      MT  (+/- 180 meters Scaled)
 HJ0206
 HJ0206                          SUPERSEDED SURVEY CONTROL
 HJ0206
 HJ0206.No superseded survey control is available for this station.
 HJ0206
 HJ0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC279053(NAD 83)
 HJ0206_MARKER: DB = BENCH MARK DISK
 HJ0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0206_STAMPING: LA JUNTA 1933
 HJ0206_MARK LOGO: CGS   
 HJ0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0206+STABILITY: SURFACE MOTION
 HJ0206
 HJ0206  HISTORY     - Date     Condition        Report By
 HJ0206  HISTORY     - 1933     MONUMENTED       LOCENG
 HJ0206  HISTORY     - 1951     GOOD             NGS
 HJ0206  HISTORY     - 1985     GOOD             NGS
 HJ0206
 HJ0206                          STATION DESCRIPTION
 HJ0206
 HJ0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 HJ0206'AT LA JUNTA.
 HJ0206'AT LA JUNTA, AT THE NORTHEAST CORNER OF THE COURTHOUSE YARD,
 HJ0206'59 FEET SOUTH OF THE CENTERLINE OF SECOND STREET, AND 54 FEET WEST
 HJ0206'OF THE CENTERLINE OF COLORADO AVENUE.  A STANDARD DISK, STAMPED
 HJ0206'LA JUNTA 1933 AND SET IN THE TOP OF A CONCRETE POST.
 HJ0206
 HJ0206                          STATION RECOVERY (1985)
 HJ0206
 HJ0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HJ0206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0406 ***********************************************************************
 HJ0406  DESIGNATION -  LA JUNTA HWY PATROL RAD MAST
 HJ0406  PID         -  HJ0406
 HJ0406  STATE/COUNTY-  CO/OTERO
 HJ0406  USGS QUAD   -  LA JUNTA (1984)
 HJ0406
 HJ0406                         *CURRENT SURVEY CONTROL
 HJ0406  ___________________________________________________________________
 HJ0406* NAD 83(1992)-  37 57 39.89575(N)    103 32 37.46323(W)     ADJUSTED  
 HJ0406* NAVD 88     -                                                        
 HJ0406  ___________________________________________________________________
 HJ0406  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 HJ0406  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 HJ0406
 HJ0406  HORZ ORDER  -  THIRD
 HJ0406
 HJ0406.The horizontal coordinates were established by classical geodetic methods
 HJ0406.and adjusted by the National Geodetic Survey in January 1993..
 HJ0406
 HJ0406
 HJ0406.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0406
 HJ0406.The geoid height was determined by GEOID03.
 HJ0406
 HJ0406;                    North         East     Units Scale Factor Converg.
 HJ0406;SPC CO S     -   450,260.502 1,086,294.210   MT  0.99994784   +1 11 59.7
 HJ0406;SPC CO S     - 1,477,229.66  3,563,950.25   sFT  0.99994784   +1 11 59.7
 HJ0406;UTM  13      - 4,202,497.167   627,926.679   MT  0.99980156   +0 53 45.3
 HJ0406
 HJ0406                          SUPERSEDED SURVEY CONTROL
 HJ0406
 HJ0406  NAD 83(1986)-  37 57 39.87689(N)    103 32 37.45402(W) AD(       ) 4
 HJ0406  NAD 27      -  37 57 39.84400(N)    103 32 35.66100(W) AD(       ) 3
 HJ0406
 HJ0406.Superseded values are not recommended for survey control.
 HJ0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0406.See file dsdata.txt to determine how the superseded data were derived.
 HJ0406
 HJ0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC2792702497(NAD 83)
 HJ0406_MARKER: 42 = RADIO/TV MAST
 HJ0406
 HJ0406  HISTORY     - Date     Condition        Report By
 HJ0406  HISTORY     - 1952     FIRST OBSERVED   CGS
 HJ0406
 HJ0406                          STATION DESCRIPTION
 HJ0406
 HJ0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LGT)
 HJ0406'THE STATION IS THE HIGHWAY PATROL RADIO MAST THAT IS LOCATED
 HJ0406'JUST SOUTH OF LA JUNTA.  THE MAST IS METAL PIPE APPROXIMATELY
 HJ0406'70 FEET HIGH.  SIX RED LIGHTS ARE MOUNTED ON THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0402 ***********************************************************************
 HJ0402  DESIGNATION -  LA JUNTA NORTH WATER TANK
 HJ0402  PID         -  HJ0402
 HJ0402  STATE/COUNTY-  CO/OTERO
 HJ0402  USGS QUAD   -  LA JUNTA (1984)
 HJ0402
 HJ0402                         *CURRENT SURVEY CONTROL
 HJ0402  ___________________________________________________________________
 HJ0402* NAD 83(1992)-  37 58 31.67823(N)    103 32 59.93001(W)     ADJUSTED  
 HJ0402* NAVD 88     -                                                        
 HJ0402  ___________________________________________________________________
 HJ0402  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 HJ0402  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 HJ0402
 HJ0402  HORZ ORDER  -  THIRD
 HJ0402
 HJ0402.The horizontal coordinates were established by classical geodetic methods
 HJ0402.and adjusted by the National Geodetic Survey in January 1993..
 HJ0402
 HJ0402
 HJ0402.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0402
 HJ0402.The geoid height was determined by GEOID03.
 HJ0402
 HJ0402;                    North         East     Units Scale Factor Converg.
 HJ0402;SPC CO S     -   451,845.172 1,085,712.601   MT  0.99994843   +1 11 46.0
 HJ0402;SPC CO S     - 1,482,428.70  3,562,042.09   sFT  0.99994843   +1 11 46.0
 HJ0402;UTM  13      - 4,204,084.666   627,353.568   MT  0.99979976   +0 53 32.5
 HJ0402
 HJ0402                          SUPERSEDED SURVEY CONTROL
 HJ0402
 HJ0402  NAD 83(1986)-  37 58 31.65893(N)    103 32 59.92089(W) AD(       ) 4
 HJ0402  NAD 27      -  37 58 31.62500(N)    103 32 58.12600(W) AD(       ) 3
 HJ0402
 HJ0402.Superseded values are not recommended for survey control.
 HJ0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0402.See file dsdata.txt to determine how the superseded data were derived.
 HJ0402
 HJ0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC2735404085(NAD 83)
 HJ0402_MARKER: 53 = ELEVATED TANK
 HJ0402
 HJ0402  HISTORY     - Date     Condition        Report By
 HJ0402  HISTORY     - 1952     FIRST OBSERVED   CGS
 HJ0402
 HJ0402                          STATION DESCRIPTION
 HJ0402
 HJ0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LGT)
 HJ0402'THE STATION IS ONE OF THE TWO LA JUNTA CITY WATER TANKS.  IT
 HJ0402'IS LOCATED NORTH OF WEST 14TH. STREET IN THE SOUTHWEST PART
 HJ0402'OF LA JUNTA.  THE TANK IS METAL, PAINTED ALUMINUM COLOR AND
 HJ0402'MOUNTED ATOP A FOUR LEGGED TOWER.
 HJ0402'
 HJ0402'THE HEIGHT OF THE TANK IS APPROXIMATELY 70 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0407 ***********************************************************************
 HJ0407  DESIGNATION -  LA JUNTA RADIO STA KBNZ MAST
 HJ0407  PID         -  HJ0407
 HJ0407  STATE/COUNTY-  CO/OTERO
 HJ0407  USGS QUAD   -  LA JUNTA (1984)
 HJ0407
 HJ0407                         *CURRENT SURVEY CONTROL
 HJ0407  ___________________________________________________________________
 HJ0407* NAD 83(1992)-  37 59 19.49088(N)    103 33 49.93245(W)     ADJUSTED  
 HJ0407* NAVD 88     -                                                        
 HJ0407  ___________________________________________________________________
 HJ0407  LAPLACE CORR-          -2.83  (seconds)                    DEFLEC99
 HJ0407  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 HJ0407
 HJ0407  HORZ ORDER  -  THIRD
 HJ0407
 HJ0407.The horizontal coordinates were established by classical geodetic methods
 HJ0407.and adjusted by the National Geodetic Survey in January 1993..
 HJ0407
 HJ0407
 HJ0407.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0407
 HJ0407.The geoid height was determined by GEOID03.
 HJ0407
 HJ0407;                    North         East     Units Scale Factor Converg.
 HJ0407;SPC CO S     -   453,293.570 1,084,462.015   MT  0.99994903   +1 11 15.3
 HJ0407;SPC CO S     - 1,487,180.65  3,557,939.13   sFT  0.99994903   +1 11 15.3
 HJ0407;UTM  13      - 4,205,539.451   626,110.863   MT  0.99979588   +0 53 02.6
 HJ0407
 HJ0407                          SUPERSEDED SURVEY CONTROL
 HJ0407
 HJ0407  NAD 83(1986)-  37 59 19.47149(N)    103 33 49.92274(W) AD(       ) 4
 HJ0407  NAD 27      -  37 59 19.43400(N)    103 33 48.12800(W) AD(       ) 3
 HJ0407
 HJ0407.Superseded values are not recommended for survey control.
 HJ0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0407.See file dsdata.txt to determine how the superseded data were derived.
 HJ0407
 HJ0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC2611105539(NAD 83)
 HJ0407_MARKER: 42 = RADIO/TV MAST
 HJ0407
 HJ0407  HISTORY     - Date     Condition        Report By
 HJ0407  HISTORY     - 1952     FIRST OBSERVED   CGS
 HJ0407
 HJ0407                          STATION DESCRIPTION
 HJ0407
 HJ0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LGT)
 HJ0407'THE STATION IS THE RADIO MAST OF RADIO STATION KBNZ LA JUNTA.
 HJ0407'THE MAST IS LOCATED JUST WEST OF LA JUNTA AND SOUTH OF U.S.
 HJ0407'HIGHWAY 50.  THE MAST IS A FOUR LEGGED METAL TOWER APPROXIMATELY
 HJ0407'175 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0405 ***********************************************************************
 HJ0405  DESIGNATION -  LA JUNTA SANTA FE RR STACK
 HJ0405  PID         -  HJ0405
 HJ0405  STATE/COUNTY-  CO/OTERO
 HJ0405  USGS QUAD   -  LA JUNTA (1984)
 HJ0405
 HJ0405                         *CURRENT SURVEY CONTROL
 HJ0405  ___________________________________________________________________
 HJ0405* NAD 83(1992)-  37 59 30.04937(N)    103 32 30.80579(W)     ADJUSTED  
 HJ0405* NAVD 88     -                                                        
 HJ0405  ___________________________________________________________________
 HJ0405  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 HJ0405  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 HJ0405
 HJ0405  HORZ ORDER  -  THIRD
 HJ0405
 HJ0405.The horizontal coordinates were established by classical geodetic methods
 HJ0405.and adjusted by the National Geodetic Survey in January 1993..
 HJ0405
 HJ0405
 HJ0405.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0405
 HJ0405.The geoid height was determined by GEOID03.
 HJ0405
 HJ0405;                    North         East     Units Scale Factor Converg.
 HJ0405;SPC CO S     -   453,659.267 1,086,385.493   MT  0.99994916   +1 12 03.8
 HJ0405;SPC CO S     - 1,488,380.45  3,564,249.74   sFT  0.99994916   +1 12 03.8
 HJ0405;UTM  13      - 4,205,894.902   628,035.962   MT  0.99980190   +0 53 51.6
 HJ0405
 HJ0405                          SUPERSEDED SURVEY CONTROL
 HJ0405
 HJ0405  NAD 83(1986)-  37 59 30.03015(N)    103 32 30.79665(W) AD(       ) 4
 HJ0405  NAD 27      -  37 59 29.99600(N)    103 32 29.00200(W) AD(       ) 3
 HJ0405
 HJ0405.Superseded values are not recommended for survey control.
 HJ0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0405.See file dsdata.txt to determine how the superseded data were derived.
 HJ0405
 HJ0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC2803605895(NAD 83)
 HJ0405_MARKER: 63 = STACK
 HJ0405
 HJ0405  HISTORY     - Date     Condition        Report By
 HJ0405  HISTORY     - 1952     FIRST OBSERVED   CGS
 HJ0405
 HJ0405                          STATION DESCRIPTION
 HJ0405
 HJ0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LGT)
 HJ0405'THE STATION IS THE BRICK STACK LOCATED AT THE SANTA FE RAILROAD
 HJ0405'POWER HOUSE AT THE NORTH EDGE OF LA JUNTA.  THE STACK IS
 HJ0405'APPROXIMATELY 130 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0404 ***********************************************************************
 HJ0404  DESIGNATION -  LA JUNTA SOUTH WATER TANK
 HJ0404  PID         -  HJ0404
 HJ0404  STATE/COUNTY-  CO/OTERO
 HJ0404  USGS QUAD   -  LA JUNTA (1984)
 HJ0404
 HJ0404                         *CURRENT SURVEY CONTROL
 HJ0404  ___________________________________________________________________
 HJ0404* NAD 83(1992)-  37 57 54.29998(N)    103 32 39.08453(W)     ADJUSTED  
 HJ0404* NAVD 88     -                                                        
 HJ0404  ___________________________________________________________________
 HJ0404  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 HJ0404  GEOID HEIGHT-         -21.95  (meters)                     GEOID03
 HJ0404
 HJ0404  HORZ ORDER  -  THIRD
 HJ0404
 HJ0404.The horizontal coordinates were established by classical geodetic methods
 HJ0404.and adjusted by the National Geodetic Survey in January 1993..
 HJ0404
 HJ0404
 HJ0404.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0404
 HJ0404.The geoid height was determined by GEOID03.
 HJ0404
 HJ0404;                    North         East     Units Scale Factor Converg.
 HJ0404;SPC CO S     -   450,703.666 1,086,245.345   MT  0.99994800   +1 11 58.7
 HJ0404;SPC CO S     - 1,478,683.61  3,563,789.94   sFT  0.99994800   +1 11 58.7
 HJ0404;UTM  13      - 4,202,940.519   627,880.174   MT  0.99980141   +0 53 44.5
 HJ0404
 HJ0404                          SUPERSEDED SURVEY CONTROL
 HJ0404
 HJ0404  NAD 83(1986)-  37 57 54.28033(N)    103 32 39.07380(W) AD(       ) 4
 HJ0404  NAD 27      -  37 57 54.24600(N)    103 32 37.27800(W) AD(       ) 3
 HJ0404
 HJ0404.Superseded values are not recommended for survey control.
 HJ0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0404.See file dsdata.txt to determine how the superseded data were derived.
 HJ0404
 HJ0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC2788002941(NAD 83)
 HJ0404_MARKER: 53 = ELEVATED TANK
 HJ0404
 HJ0404  HISTORY     - Date     Condition        Report By
 HJ0404  HISTORY     - 1952     FIRST OBSERVED   CGS
 HJ0404
 HJ0404                          STATION DESCRIPTION
 HJ0404
 HJ0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LGT)
 HJ0404'THE STATION IS ONE OF THE TWO LA JUNTA CITY WATER TANKS.  IT
 HJ0404'IS LOCATED JUST SOUTH OF LA JUNTA ON THE HIGH POINT OF A
 HJ0404'RIDGE.  THE TANK IS METAL AND MOUNTED ATOP A SIX LEGGED TOWER.
 HJ0404'
 HJ0404'THE TANK IS APPROXIMATELY 130 FEET HIGH.
 HJ0404'
 HJ0404'THE TANK WAS UNDER CONSTRUCTION AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0401 ***********************************************************************
 HJ0401  DESIGNATION -  LA JUNTA WESTERN CANNING STACK
 HJ0401  PID         -  HJ0401
 HJ0401  STATE/COUNTY-  CO/OTERO
 HJ0401  USGS QUAD   -  LA JUNTA (1984)
 HJ0401
 HJ0401                         *CURRENT SURVEY CONTROL
 HJ0401  ___________________________________________________________________
 HJ0401* NAD 83(1992)-  37 59 13.92053(N)    103 33 26.18999(W)     ADJUSTED  
 HJ0401* NAVD 88     -                                                        
 HJ0401  ___________________________________________________________________
 HJ0401  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 HJ0401  GEOID HEIGHT-         -21.97  (meters)                     GEOID03
 HJ0401
 HJ0401  HORZ ORDER  -  THIRD
 HJ0401
 HJ0401.The horizontal coordinates were established by classical geodetic methods
 HJ0401.and adjusted by the National Geodetic Survey in January 1993..
 HJ0401
 HJ0401
 HJ0401.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0401
 HJ0401.The geoid height was determined by GEOID03.
 HJ0401
 HJ0401;                    North         East     Units Scale Factor Converg.
 HJ0401;SPC CO S     -   453,133.897 1,085,044.787   MT  0.99994895   +1 11 29.8
 HJ0401;SPC CO S     - 1,486,656.79  3,559,851.11   sFT  0.99994895   +1 11 29.8
 HJ0401;UTM  13      - 4,205,376.717   626,692.692   MT  0.99979769   +0 53 17.1
 HJ0401
 HJ0401                          SUPERSEDED SURVEY CONTROL
 HJ0401
 HJ0401  NAD 83(1986)-  37 59 13.90108(N)    103 33 26.18053(W) AD(       ) 4
 HJ0401  NAD 27      -  37 59 13.86600(N)    103 33 24.38400(W) AD(       ) 3
 HJ0401
 HJ0401.Superseded values are not recommended for survey control.
 HJ0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0401.See file dsdata.txt to determine how the superseded data were derived.
 HJ0401
 HJ0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC2669305377(NAD 83)
 HJ0401_MARKER: 63 = STACK
 HJ0401
 HJ0401  HISTORY     - Date     Condition        Report By
 HJ0401  HISTORY     - 1952     FIRST OBSERVED   CGS
 HJ0401
 HJ0401                          STATION DESCRIPTION
 HJ0401
 HJ0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LGT)
 HJ0401'THE STATION IS THE CONCRETE STACK LOCATED AT THE WESTERN
 HJ0401'CANNING COMPANY PLANT IN THE NORTHWEST PART OF LA JUNTA.  THE
 HJ0401'STACK IS APPROXIMATELY 130 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0500 ***********************************************************************
 HM0500  DESIGNATION -  LA PLATA
 HM0500  PID         -  HM0500
 HM0500  STATE/COUNTY-  CO/LA PLATA
 HM0500  USGS QUAD   -  REDMESA (1968)
 HM0500
 HM0500                         *CURRENT SURVEY CONTROL
 HM0500  ___________________________________________________________________
 HM0500* NAD 83(1992)-  37 02 17.49584(N)    108 09 55.44506(W)     ADJUSTED  
 HM0500* NAVD 88     -      1955.     (meters)    6414.     (feet)  SCALED    
 HM0500  ___________________________________________________________________
 HM0500  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 HM0500  GEOID HEIGHT-         -20.12  (meters)                     GEOID03
 HM0500
 HM0500  HORZ ORDER  -  FIRST
 HM0500
 HM0500.The horizontal coordinates were established by classical geodetic methods
 HM0500.and adjusted by the National Geodetic Survey in December 1993..
 HM0500
 HM0500.The orthometric height was scaled from a topographic map.
 HM0500
 HM0500.The Laplace correction was computed from DEFLEC99 derived deflections.
 HM0500
 HM0500.The geoid height was determined by GEOID03.
 HM0500
 HM0500;                    North         East     Units Scale Factor Converg.
 HM0500;SPC CO S     -   349,417.683   677,291.135   MT  1.00004115   -1 38 05.6
 HM0500;SPC CO S     - 1,146,381.18  2,222,079.33   sFT  1.00004115   -1 38 05.6
 HM0500;SPC NM W     -   669,771.015   800,459.272   MT  0.99992741   -0 12 00.1
 HM0500;SPC NM W     - 2,197,407.07  2,626,173.46   sFT  0.99992741   -0 12 00.1
 HM0500;UTM  12      - 4,102,867.539   752,113.699   MT  1.00038308   +1 42 29.9
 HM0500
 HM0500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0500!SPC CO S     -   0.99969643  x   1.00004115  =   0.99973757
 HM0500!SPC NM W     -   0.99969643  x   0.99992741  =   0.99962386
 HM0500!UTM  12      -   0.99969643  x   1.00038308  =   1.00007940
 HM0500
 HM0500|---------------------------------------------------------------------|
 HM0500| PID    Reference Object                     Distance      Geod. Az  |
 HM0500|                                                           dddmmss.s |
 HM0500| CM7534 LA PLATA RM 1                        17.977 METERS 04504     |
 HM0500| CM7744 OIL DERRICK                                        0453822.0 |
 HM0500| CM7535 LA PLATA RM 2                        17.791 METERS 13923     |
 HM0500|---------------------------------------------------------------------|
 HM0500
 HM0500                          SUPERSEDED SURVEY CONTROL
 HM0500
 HM0500  NAD 83(1992)-  37 02 17.49584(N)    108 09 55.44478(W) AD(       ) 1
 HM0500  NAD 83(1986)-  37 02 17.49242(N)    108 09 55.44828(W) AD(       ) 1
 HM0500  NAD 27      -  37 02 17.49200(N)    108 09 53.18700(W) AD(       ) 1
 HM0500
 HM0500.Superseded values are not recommended for survey control.
 HM0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0500.See file dsdata.txt to determine how the superseded data were derived.
 HM0500
 HM0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG5211402868(NAD 83)
 HM0500_MARKER: DS = TRIANGULATION STATION DISK
 HM0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0500_STAMPING: LA PATA 1936
 HM0500_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HM0500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0500
 HM0500  HISTORY     - Date     Condition        Report By
 HM0500  HISTORY     - 1936     MONUMENTED       CGS
 HM0500  HISTORY     - 1968     GOOD             USGS
 HM0500  HISTORY     - 19820425 GOOD             USGS
 HM0500
 HM0500                          STATION DESCRIPTION
 HM0500
 HM0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 HM0500'STATION IS LOCATED 22-1/2 MILES SW OF DURANGO, 6 MILES SSW
 HM0500'OF (MARVEL) KLINE POST OFFICE AIR LINE DISTANCES, IN SEC. 11,
 HM0500'T 32 N, R 12 W, AND 13 METERS E OF A N-S COUNTY ROAD.
 HM0500'
 HM0500'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 HM0500'DISKS SET IN CONCRETE, AS DESCRIBED.
 HM0500'
 HM0500'TO REACH FROM DURANGO FOLLOW U.S. HIGHWAY 160 W 6.75 MILES AND
 HM0500'TURN LEFT ON DIRT ROAD LEADING SW GO 7.3 MILES ON MAIN TRAVELED
 HM0500'ROAD TO JUNCTION WITH GRAVELED ROAD WHICH LEADS S FROM FORT
 HM0500'LEWIS, TURN LEFT ONTO THIS ROAD AND GO 5.6 MILES TO TURN W NEAR
 HM0500'A LARGE BRICK CHURCH, GO W 0.5 MILE AND TURN S, GO 2.0 MILES
 HM0500'AND KEEP STRAIGHT AHEAD S OFF MAIN ROAD ONTO DIRT ROAD, AT
 HM0500'SCHOOLHOUSE, GO 3.1 MILES AND TAKE RIGHT FORK, GO 1.0 MILE TO
 HM0500'CROSSROADS AND TURN RIGHT, GO 3.2 MILES TO STATION 13 METERS
 HM0500'E OF CENTER OF ROAD.
 HM0500
 HM0500                          STATION RECOVERY (1968)
 HM0500
 HM0500'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968 (EEM)
 HM0500'STATION IS LOCATED 22-1/2 MILES SW OF DURANGO, 6 MILES SSW OF
 HM0500'MARVEL, AND 4 MILES SOUTH OF RED MESA.
 HM0500'
 HM0500'TO REACH THE STATION FROM THE RED MESA GENERAL STORE AND GAS
 HM0500'STATION GO SOUTH ON STATE HIGHWAY 140 FOR 4.7 MILES TO A
 HM0500'Y-ROAD FORK.  TURN LEFT AND FOLLOW GRAVEL ROAD NE FOR 1.5 MILES
 HM0500'TO CREST AND STATION, 40 FT. EAST OF ROAD.
 HM0500'
 HM0500'STATION MARK IS A STANDARD TABLET SET IN A CONCRETE POST
 HM0500'PROJECTING 2 INCHES ABOVE GROUND STAMPED LA PLATA-1936.
 HM0500
 HM0500                          STATION RECOVERY (1982)
 HM0500
 HM0500'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982 (CLN)
 HM0500'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 HM0500'CONDITION.  A NEW DESCRIPTION WAS NECESSARY AND A WITNESS POST WAS
 HM0500'SET.  THE DISTANCES FROM THE STATION MARK TO THE REFERENCE MARKS
 HM0500'AGREED VERY WELL AS DID THE ANGLE BETWEEN THE REFERENCE MARKS.  THE
 HM0500'STATION IS IN AN AREA OF PINE AND JUNIPER TREES WHICH MAKE LINE OF
 HM0500'SIGHT A PROBLEM.  NO PLACE COULD BE FOUND FOR AN AZIMUTH MARK.  NO
 HM0500'MEASUREMENT COULD BE MADE BETWEEN REFERENCE MARKS AS SMALL TREES WERE
 HM0500'IN THE WAY AND NO PERMISSION WAS GIVEN TO CUT TREES.
 HM0500'THE STATION IS LOCATED ABOUT 22-1/2 MI SOUTHWEST OF DURANGO, COLORADO,
 HM0500'22 MILES (35.4 KM) NORTH OF FARMINGTON, NEW MEXICO AND 4 MILES (6.4
 HM0500'KM) NORTH OF THE COLORADO-NEW MEXICO STATELINE.  IT IS IN THE SOUTHERN
 HM0500'UTE INDIAN RESERVATION.  OWNERSHIP--SOUTHERN UTE INDIAN RESERVATION TO
 HM0500'REACH THE STATION FROM THE NEW MEXICO STATE HIGHWAYS 170 AND 173 NEAR
 HM0500'THE OLD SCHOOL HOUSE IN LA PLATA, GO NORTH ON NEW MEXICO STATE HIGHWAY
 HM0500'170 FOR 10.5 KM (6.50 MI) TO THE NEW MEXICO-COLORADO STATE LINE.
 HM0500'CONTINUE NORTH ON THE SAME ROAD, NOW CALLED COLORADO STATE HIGHWAY 140
 HM0500'FOR 2.4 KM (1.50 MI) TO A SIDE ROAD RIGHT.  TURN RIGHT ON THE DIRT
 HM0500'ROAD UPHILL FOR 2.7 KM (1.65 MI) TO THE STATION ON THE RIGHT SIDE OF
 HM0500'THE ROAD.
 HM0500'THE STATION IS A STANDARD CGS DISK STAMPED--LA PLATA 1936--, SET INTO
 HM0500'THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN DIAMETER
 HM0500'PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.  THE MARK IS NEAR AN OLD
 HM0500'POLE TOWER WHICH HAS FALLEN DOWN.  MANY SMALL TREES MAX BLOCK LINE OF
 HM0500'SIGHT TO SOME STATIONS.  LOCATED 45 FEET, 13.8 METERS EAST FROM THE
 HM0500'DIRT ROAD.  14 FEET, 4.3 METERS EAST FROM A METAL WITNESS POST WITH
 HM0500'SIGN AND THE FENCE.
 HM0500'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--LA PLATA NO 1 1936
 HM0500'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN
 HM0500'DIAMETER ON SIDE PROJECTING 2 INCHES (5 CM) ABOVE THE GROUND.  LOCATED
 HM0500'87 FEET, 26.5 METERS EAST FROM THE DIRT ROAD.  56 FEET, 17.0 METERS
 HM0500'EAST FROM THE FENCE ALONG THE ROAD.  69 FEET, 21.0 METERS NORTHEAST
 HM0500'FROM THE METAL WITNESS POST WITH SIGN AND 1 FOOT 0.3 METER LOWER THAN
 HM0500'STATION.
 HM0500'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--LA PLATA NO 2 1936
 HM0500'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES (30 CM) IN
 HM0500'DIAMETER FLUSH WITH THE GROUND.  LOCATED 87 FEET, 26.5 METERS EAST
 HM0500'FROM THE DIRT ROAD.  69 FEET, 21.0 METERS SOUTHEAST FROM A METAL
 HM0500'WITNESS POST WITH SIGN.  56 FEET, 17.1 METERS EAST FROM THE FENCE
 HM0500'ALONG ROAD AND 1 FOOT 0.3 LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1220 ***********************************************************************
 LL1220  DESIGNATION -  LA SALLE TANK NEAR COAL CHUTE
 LL1220  PID         -  LL1220
 LL1220  STATE/COUNTY-  CO/WELD
 LL1220  USGS QUAD   -  LA SALLE (1975)
 LL1220
 LL1220                         *CURRENT SURVEY CONTROL
 LL1220  ___________________________________________________________________
 LL1220* NAD 83(1992)-  40 20 46.43039(N)    104 42 21.15695(W)     ADJUSTED  
 LL1220* NAVD 88     -                                                        
 LL1220  ___________________________________________________________________
 LL1220  LAPLACE CORR-          -5.83  (seconds)                    DEFLEC99
 LL1220  GEOID HEIGHT-         -18.30  (meters)                     GEOID03
 LL1220
 LL1220  HORZ ORDER  -  THIRD
 LL1220
 LL1220.The horizontal coordinates were established by classical geodetic methods
 LL1220.and adjusted by the National Geodetic Survey in January 1993..
 LL1220
 LL1220
 LL1220.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1220
 LL1220.The geoid height was determined by GEOID03.
 LL1220
 LL1220;                    North         East     Units Scale Factor Converg.
 LL1220;SPC CO N     -   417,565.748   981,867.602   MT  0.99995823   +0 30 47.2
 LL1220;SPC CO N     - 1,369,963.62  3,221,343.96   sFT  0.99995823   +0 30 47.2
 LL1220;UTM  13      - 4,466,228.096   524,979.014   MT  0.99960768   +0 11 25.5
 LL1220
 LL1220                          SUPERSEDED SURVEY CONTROL
 LL1220
 LL1220  NAD 83(1986)-  40 20 46.41738(N)    104 42 21.15101(W) AD(       ) 4
 LL1220  NAD 27      -  40 20 46.48000(N)    104 42 19.28000(W) AD(       ) 3
 LL1220
 LL1220.Superseded values are not recommended for survey control.
 LL1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1220.See file dsdata.txt to determine how the superseded data were derived.
 LL1220
 LL1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE2497966228(NAD 83)
 LL1220_MARKER: 51 = TANK
 LL1220
 LL1220  HISTORY     - Date     Condition        Report By
 LL1220  HISTORY     - 1912     FIRST OBSERVED   CGS
 LL1220
 LL1220                          STATION DESCRIPTION
 LL1220
 LL1220'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8074 ***********************************************************************
 AB8074  DESIGNATION -  LAA AP STA A
 AB8074  PID         -  AB8074
 AB8074  STATE/COUNTY-  CO/PROWERS
 AB8074  USGS QUAD   -  LAMAR WEST (1979)
 AB8074
 AB8074                         *CURRENT SURVEY CONTROL
 AB8074  ___________________________________________________________________
 AB8074* NAD 83(1992)-  38 04 31.41429(N)    102 41 19.30140(W)     ADJUSTED  
 AB8074* NAVD 88     -      1120.0    (meters)    3675.     (feet)  GPS OBS   
 AB8074  ___________________________________________________________________
 AB8074  X           -  -1,104,448.827 (meters)                     COMP
 AB8074  Y           -  -4,905,338.710 (meters)                     COMP
 AB8074  Z           -   3,912,711.400 (meters)                     COMP
 AB8074  LAPLACE CORR-          -2.91  (seconds)                    DEFLEC99
 AB8074  ELLIP HEIGHT-        1096.87  (meters)          (01/21/03) GPS OBS
 AB8074  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 AB8074
 AB8074  HORZ ORDER  -  THIRD
 AB8074  ELLP ORDER  -  FOURTH    CLASS II
 AB8074
 AB8074.This mark is at Lamar Municipal Airport (LAA)
 AB8074
 AB8074.The horizontal coordinates were established by GPS observations
 AB8074.and adjusted by the National Geodetic Survey in August 2000..
 AB8074
 AB8074.The orthometric height was determined by GPS observations and a
 AB8074.high-resolution geoid model.
 AB8074
 AB8074.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8074
 AB8074.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8074
 AB8074.The ellipsoidal height was determined by GPS observations
 AB8074.and is referenced to NAD 83.
 AB8074
 AB8074.The geoid height was determined by GEOID03.
 AB8074
 AB8074;                    North         East     Units Scale Factor Converg.
 AB8074;SPC CO S     -   464,859.486 1,161,024.148   MT  0.99995423   +1 43 27.8
 AB8074;SPC CO S     - 1,525,126.50  3,809,126.73   sFT  0.99995423   +1 43 27.8
 AB8074;UTM  13      - 4,216,702.572   702,731.784   MT  1.00010622   +1 25 33.1
 AB8074
 AB8074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8074!SPC CO S     -   0.99982792  x   0.99995423  =   0.99978215
 AB8074!UTM  13      -   0.99982792  x   1.00010622  =   0.99993412
 AB8074
 AB8074                          SUPERSEDED SURVEY CONTROL
 AB8074
 AB8074  ELLIP H (08/18/00) 1096.84   (m)                       GP(       ) 4 2
 AB8074
 AB8074.Superseded values are not recommended for survey control.
 AB8074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8074.See file dsdata.txt to determine how the superseded data were derived.
 AB8074
 AB8074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC0273216703(NAD 83)
 AB8074_MARKER: DS = TRIANGULATION STATION DISK
 AB8074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8074_STAMPING: AP 1974 STA A LAA
 AB8074_MARK LOGO: NOS   
 AB8074_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB8074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8074+STABILITY: SURFACE MOTION
 AB8074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8074+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2000
 AB8074
 AB8074  HISTORY     - Date     Condition        Report By
 AB8074  HISTORY     - 1974     MONUMENTED       NOS
 AB8074  HISTORY     - 19920615 GOOD             NGS
 AB8074  HISTORY     - 20000726 GOOD             NGS
 AB8074
 AB8074                          STATION DESCRIPTION
 AB8074
 AB8074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AB8074'THE STATION IS LOCATED NEAR RUNWAY END 18, THE STATION IS ON AN
 AB8074'EXTENDED LINE 211.54 FT (64.48 M) EAST OF CENTERLINE END OF RUNWAY 18,
 AB8074'AND 249.6 FT (76.1 M) NORTHEAST OF THE CENTER OF A REIL.  THE STATION
 AB8074'IS A STANDARD NOS BRASS DISK STAMPED AP 1974 STA A LAA AND SET IN A
 AB8074'CONCRETE POST FLUSH WITH THE GROUND.
 AB8074
 AB8074                          STATION RECOVERY (2000)
 AB8074
 AB8074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AB8074'THE STATION IS LOCATED ABOUT 6.9 KM (4.30 MI) WEST-SOUTHWEST OF LAMAR,
 AB8074'2.1 KM (1.30 MI) SOUTH OF THE ARKANSAS RIVER AND AT THE LAMAR
 AB8074'MUNICIPAL AIRPORT, INTHE NORTHEAST 1/4 OF SECTION 9, T 23 S, R 47 W.
 AB8074'ACCESS TO THE AIRPORT IS NOT CONTROLLED.  PERMISSION TO USE THIS
 AB8074'STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER.  OWNERSHIP--LAMAR
 AB8074'MUNICIPAL AIRPORT, 102 WEST PERMENTER, LAMAR, CO 81052.  AIRPORT
 AB8074'MANAGER--MR.  BILL THRAILKELL, TELEPHONE--719-336-3326
 AB8074'TO REACH THE STATION FROM THE INTERSECTION OF OAK STREET (COUNTY ROAD
 AB8074'HH) AND MAIN STREET (US HIGHWAY 287) IN LAMAR, GO WEST ON OAK STREET
 AB8074'FOR 6.6 KM (4.10 MI) TO A SIDE ROAD LEFT, COUNTY ROAD 3.  TURN LEFT,
 AB8074'SOUTH, FOR 0.8 KM (0.50 MI) TO THE INTERSECTION OF COUNTY ROAD GG.2.
 AB8074'TURN LEFT, EAST, ON COUNTY ROAD GG.2 FOR 0.24 KM (0.15 MI) TO THE
 AB8074'PARKING LOT FOR THE TERMINAL.  CONTACT THE AIRPORT MANAGER FOR
 AB8074'PERMISSION TO ENTER THE FLIGHT OPERATIONS AREA.  ENTER THE TERMINAL
 AB8074'RAMP AREA AND GO TO THE TERMINAL, GO EAST ACROSS THE TERMINAL RAMP FOR
 AB8074'0.2 KM (0.10 MI) TO THE RAMP AT THE NORTH END OF RUNWAY 18/36. THE
 AB8074'STATION IS LOCATED NEAR RUNWAY END 18 THE STATION IS 64.5 M (211.6 FT)
 AB8074'EAST OF THE CENTERLINE OF RUNWAY 18, 76 M (249.3 FT) NORTHEAST OF THE
 AB8074'CENTER OF A REIL LIGHT, AND 1 M (3.3 FT) NORTH OF A WITNESS POST.  THE
 AB8074'STATION IS A STANDARD NOS BRASS DISK STAMPED AP 1974 STA A LAA AND SET
 AB8074'IN A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8075 ***********************************************************************
 AB8075  DESIGNATION -  LAA AP STA B
 AB8075  PID         -  AB8075
 AB8075  STATE/COUNTY-  CO/PROWERS
 AB8075  USGS QUAD   -  LAMAR WEST (1979)
 AB8075
 AB8075                         *CURRENT SURVEY CONTROL
 AB8075  ___________________________________________________________________
 AB8075* NAD 83(1992)-  38 03 30.13122(N)    102 41 32.62469(W)     ADJUSTED  
 AB8075* NAVD 88     -      1128.4    (meters)    3702.     (feet)  GPS OBS   
 AB8075  ___________________________________________________________________
 AB8075  X           -  -1,105,023.158 (meters)                     COMP
 AB8075  Y           -  -4,906,410.606 (meters)                     COMP
 AB8075  Z           -   3,911,228.734 (meters)                     COMP
 AB8075  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 AB8075  ELLIP HEIGHT-        1105.30  (meters)          (01/21/03) GPS OBS
 AB8075  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 AB8075
 AB8075  HORZ ORDER  -  THIRD
 AB8075  ELLP ORDER  -  FOURTH    CLASS II
 AB8075
 AB8075.This mark is at Lamar Municipal Airport (LAA)
 AB8075
 AB8075.The horizontal coordinates were established by GPS observations
 AB8075.and adjusted by the National Geodetic Survey in August 2000..
 AB8075
 AB8075.The orthometric height was determined by GPS observations and a
 AB8075.high-resolution geoid model.
 AB8075
 AB8075.Photographs are available for this station.
 AB8075
 AB8075.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8075
 AB8075.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8075
 AB8075.The ellipsoidal height was determined by GPS observations
 AB8075.and is referenced to NAD 83.
 AB8075
 AB8075.The geoid height was determined by GEOID03.
 AB8075
 AB8075;                    North         East     Units Scale Factor Converg.
 AB8075;SPC CO S     -   462,961.139 1,160,756.364   MT  0.99995303   +1 43 19.6
 AB8075;SPC CO S     - 1,518,898.34  3,808,248.17   sFT  0.99995303   +1 43 19.6
 AB8075;UTM  13      - 4,214,805.360   702,454.061   MT  1.00010483   +1 25 22.9
 AB8075
 AB8075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8075!SPC CO S     -   0.99982659  x   0.99995303  =   0.99977963
 AB8075!UTM  13      -   0.99982659  x   1.00010483  =   0.99993141
 AB8075
 AB8075                          SUPERSEDED SURVEY CONTROL
 AB8075
 AB8075  ELLIP H (08/18/00) 1105.26   (m)                       GP(       ) 4 2
 AB8075
 AB8075.Superseded values are not recommended for survey control.
 AB8075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8075.See file dsdata.txt to determine how the superseded data were derived.
 AB8075
 AB8075_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC0245414805(NAD 83)
 AB8075_MARKER: DS = TRIANGULATION STATION DISK
 AB8075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8075_STAMPING: AP 1974 STA B LAA
 AB8075_MARK LOGO: NOS   
 AB8075_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB8075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8075+STABILITY: SURFACE MOTION
 AB8075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8075+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2000
 AB8075
 AB8075  HISTORY     - Date     Condition        Report By
 AB8075  HISTORY     - 1974     MONUMENTED       NOS
 AB8075  HISTORY     - 19920615 GOOD             NGS
 AB8075  HISTORY     - 20000726 GOOD             NGS
 AB8075
 AB8075                          STATION DESCRIPTION
 AB8075
 AB8075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AB8075'THE STATION ISLOCATED NEAR THE SOUTH END OF THE FIELD, 197.4 FT (60.2
 AB8075'M) EAST OF THE CENTERLINE OF RUNWAY 18-36, 201.9 FT (61.5 M) WEST OF A
 AB8075'FENCE LINE, 188.5 FT (57.5 M) SOUTHEAST OF THE SECONDRUNWAY LIGHT
 AB8075'NORTH AND EAST OF RUNWAY 18-36, 151.5 FT (46.2 M) NORTHEAST OF THE
 AB8075'FIRST RUNWAY LIGHT NORTH AND EAST OF RUNWAY 18-36.  THE STATION IS A
 AB8075'STANDARD BRASS NOS DISK STAMPED AP 1974 STA B LAA AND SET IN A
 AB8075'CONCRETE MONUMENT WHICH IS SET FLUSH WITH THE GROUND.
 AB8075
 AB8075                          STATION RECOVERY (2000)
 AB8075
 AB8075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AB8075'THE STATION IS LOCATED ABOUT 6.9 KM (4.30 MI) WEST-SOUTHWEST OF LAMAR,
 AB8075'2.1 KM (1.30 MI) SOUTH OF THE ARKANSAS RIVER AND AT THE LAMAR
 AB8075'MUNICIPAL AIRPORT, INTHE NORTHEAST 1/4 OF SECTION 9, T 23 S, R 47 W.
 AB8075'ACCESS TO THE AIRPORT IS NOT CONTROLLED.  PERMISSION TO USE THIS
 AB8075'STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER.  OWNERSHIP--LAMAR
 AB8075'MUNICIPAL AIRPORT, 102 WEST PERMENTER, LAMAR, CO 81052.  AIRPORT
 AB8075'MANAGER--MR.  BILL THRAILKELL, TELEPHONE--719-336-3326
 AB8075'TO REACH THE STATION FROM THE INTERSECTION OF OAK STREET (COUNTY ROAD
 AB8075'HH) AND MAIN STREET (US HIGHWAY 287) IN LAMAR, GO WEST ON OAK STREET
 AB8075'FOR 6.6 KM (4.10 MI) TO A SIDE ROAD LEFT, COUNTY ROAD 3.  TURN LEFT,
 AB8075'SOUTH, FOR 0.8 KM (0.50 MI) TO THE INTERSECTION OF COUNTY ROAD GG.2.
 AB8075'TURN LEFT, EAST, ON COUNTY ROAD GG.2 FOR 0.24 KM (0.15 MI) TO THE
 AB8075'PARKING LOT FOR THE TERMINAL.  CONTACT THE AIRPORT MANAGER FOR
 AB8075'PERMISSION TO ENTER THE FLIGHT OPERATIONS AREA.  ENTER THE TERMINAL
 AB8075'RAMP AREA AND GO TO THE TERMINAL, GO EAST ACROSS THE TERMINAL RAMP FOR
 AB8075'0.2 KM (0.10 MI) TO THE RAMP AT THE NORTH END OF RUNWAY 18/36. TURN
 AB8075'RIGHT, SOUTH FOR 1.9 KM (1.20 MI) TO THE MARK ON THE LEFT.  THE
 AB8075'STATION IS LOCATED NEAR THE SOUTH END OF THE AIRPORT.  THE STATION IS
 AB8075'60.2 M (197.5 FT) EAST OF THE CENTERLINE OF RUNWAY 36, 61.5 M (201.8
 AB8075'FT) WEST OF A FENCE LINE, 57.5 M (188.6 FT) SOUTHEAST OF THE SECOND
 AB8075'RUNWAY LIGHT 46.2 M (151.6 FT) NORTHEAST OF THE FIRST RUNWAY LIGHT,
 AB8075'AND 1 M (3.3 FT) NORTH OF A WITNESS POST.  THE STATION IS A STANDARD
 AB8075'NOS BRASS DISK STAMPED AP 1974 STA A LAA AND SET IN A CONCRETE POST
 AB8075'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1902 ***********************************************************************
 KK1902  DESIGNATION -  LACY
 KK1902  PID         -  KK1902
 KK1902  STATE/COUNTY-  CO/JEFFERSON
 KK1902  USGS QUAD   -  RALSTON BUTTES (1965)
 KK1902
 KK1902                         *CURRENT SURVEY CONTROL
 KK1902  ___________________________________________________________________
 KK1902* NAD 83(1992)-  39 51 01.40816(N)    105 16 26.38836(W)     ADJUSTED  
 KK1902* NAVD 88     -      2363.9    (meters)    7756.     (feet)  VERTCON   
 KK1902  ___________________________________________________________________
 KK1902  LAPLACE CORR-         -23.66  (seconds)                    DEFLEC99
 KK1902  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 KK1902
 KK1902  HORZ ORDER  -  FIRST
 KK1902
 KK1902.The horizontal coordinates were established by classical geodetic methods
 KK1902.and adjusted by the National Geodetic Survey in January 1993..
 KK1902
 KK1902.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1902
 KK1902.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1902
 KK1902.The geoid height was determined by GEOID03.
 KK1902
 KK1902;                    North         East     Units Scale Factor Converg.
 KK1902;SPC CO C     -   528,742.682   933,743.563   MT  1.00002141   +0 08 33.1
 KK1902;SPC CO C     - 1,734,716.62  3,063,457.01   sFT  1.00002141   +0 08 33.1
 KK1902;UTM  13      - 4,411,188.228   476,560.740   MT  0.99960676   -0 10 32.1
 KK1902
 KK1902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1902!SPC CO C     -   0.99963167  x   1.00002141  =   0.99965307
 KK1902!UTM  13      -   0.99963167  x   0.99960676  =   0.99923857
 KK1902
 KK1902|---------------------------------------------------------------------|
 KK1902| PID    Reference Object                     Distance      Geod. Az  |
 KK1902|                                                           dddmmss.s |
 KK1902| CP7554 LACY RM 1                            10.140 METERS 00110     |
 KK1902| CP7555 LACY RM 2                             8.780 METERS 14328     |
 KK1902| CP7553 LACY AZ MK                                         3142740.8 |
 KK1902|---------------------------------------------------------------------|
 KK1902
 KK1902                          SUPERSEDED SURVEY CONTROL
 KK1902
 KK1902  NAD 83(1986)-  39 51 01.40465(N)    105 16 26.38595(W) AD(       ) 1
 KK1902  NAD 27      -  39 51 01.45284(N)    105 16 24.42361(W) AD(       ) 1
 KK1902  NGVD 29 (07/19/86) 2362.8    (m)         7752.     (f) VERT ANG       
 KK1902
 KK1902.Superseded values are not recommended for survey control.
 KK1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1902.See file dsdata.txt to determine how the superseded data were derived.
 KK1902
 KK1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE7656111188(NAD 83)
 KK1902_MARKER: DS = TRIANGULATION STATION DISK
 KK1902_SETTING: 80 = SET IN A BOULDER
 KK1902_SP_SET: SET IN DRILL HOLE IN A BOULDER
 KK1902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1902+STABILITY: SURFACE MOTION
 KK1902
 KK1902  HISTORY     - Date     Condition        Report By
 KK1902  HISTORY     - 1977     MONUMENTED       NGS
 KK1902
 KK1902                          STATION DESCRIPTION
 KK1902
 KK1902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1902'THE STATION IS LOCATED ON THE NORTH END OF RALSTON BUTTES, 8
 KK1902'MILES SOUTHEAST OF THE GILPIN-BOULDER-JEFFERSON COUNTIES
 KK1902'JUNCTION CORNER, 7 MILES NORTH-NORTHWEST OF GOLDEN, 4-1/2
 KK1902'MILES NORTHEAST OF MOUNT TOM, 2 MILES SOUTH OF COAL CREEK
 KK1902'CANYON, IN WEST CENTRAL SECTION 30, T 2 S, R 71 W, ON PROPERTY
 KK1902'OF H. W. LACY, 1 LACY LANE, GOLDEN. (PHONE 642-3669).
 KK1902'
 KK1902'THIS IS A 20 MINUTE PACK UP ROCK SLIDES AND LARGE OUTCROPS,
 KK1902'A DANDEROUS PACK AT NIGHT.
 KK1902'
 KK1902'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 72 AND
 KK1902'93, ABOUT 8 MILES NORTH OF GOLDEN, GO WEST ON HIGHWAY 72 FOR
 KK1902'1,8 MILES TO A DIRT ROAD LEFT.  TURN LEFT, SOUTHWEST, ON BLUE
 KK1902'MOUNTAIN ROAD FOR 0.35 MILE TO A RAILROAD CROSSING.  CONTINUE
 KK1902'AHEAD ON BLUE MOUNTAIN ROAD FOR 1.15 MILES TO A ROAD RIGHT.
 KK1902'TURN RIGHT, UPHILL, ON UTE DRIVE FOR 0.25 MILE TO A ROAD
 KK1902'LEFT.  TURN LEFT, UPHILL, ON WESTRIDGE ROAD FOR 0.8 MILE TO A
 KK1902'ROAD LEFT AT TOP OF RIDGE.  TURN LEFT, WEST, THEN SOUTH, FOR
 KK1902'0.1 MILE TO THE SOUTH END OF A CUTBANK AND THE AZIMUTH MARK
 KK1902'ON THE RIGHT.  CONTINUE SOUTH FOR 0.15 MILE TO A GATE.
 KK1902'PASS THROUGH GATE AND GO 0.15 MILE TO A FORK AT MR. LACYS
 KK1902'HOUSE.  TAKE EITHER FORK FOR 0.05 MILE TO END OF A
 KK1902'TURNAROUND AND A ROAD LEADING SOUTH.  FOLLOW THE NARROW ROAD
 KK1902'FOR 0.4 TO A SMALL CLEARING AND END OF TRUCK TRAVEL.
 KK1902'CONTINUE SOUTH FOR ABOUT 50 YARDS,
 KK1902'THEN SOUTHEAST, UPHILL FOR 50 YARDS TO
 KK1902'SEVERAL IMMENSE BOULDERS, THEN EAST UP
 KK1902'THROUGH BOULDERS TO FIRST HIGH POINT OF THE RIDGE.
 KK1902'
 KK1902'STATION MARK, STAMPED---LACY 1977---, IS A STANDARD DISK
 KK1902'CEMENTED IN A DRILL HOLE IN A 5 X 10 FOOT BOULDER THAT SLOPES
 KK1902'TO THE EAST.  IT IS 10.5 FEET NORTH OF THE HIGHEST POINT IN THE
 KK1902'IMMEDIATE AREA, 8 FEET EAST OF THE WEST CLIFF, 3 FEET WEST OF
 KK1902'THE EAST DROPOFF, AND 2 FEET LOWER THAN THE HIGH POINT.
 KK1902'
 KK1902'REFERENCE MARK 1, STAMPED---LACY NO 1 1977---, IS A STANDARD
 KK1902'DISK CEMENTED IN A DRILL HOLE IN THE FOOT WIDE RIDGE CREST.
 KK1902'IT IS 25 FEET SOUTH OF A 10 FOOT DEEP VEE IN THE RIDGE, 34.8
 KK1902'FEET (SLOPE) NORTH-NORTHEAST OF THE STATION, 2 FEET NORTH OF A
 KK1902'5 X 8 X 4-INCH HOLE IN THE OUTCROP, AND 10 FEET LOWER
 KK1902'THAN THE STATION.
 KK1902'
 KK1902'REFERENCE MARK 2, STAMPED---LACY NO 2 1977---, IS A STANDARD
 KK1902'DISK CEMENTED IN A DRILL HOLE IN A ROUNDED OUTCROP THAT IS 2
 KK1902'X 5 FEET ON TOP.  IT IS 29.2 FEET (SLOPE) SOUTHEAST OF THE
 KK1902'STATION, 22 FEET SOUTHEAST OF THE HIGH POINT, AND 7 FEET
 KK1902'LOWER THAN THE HIGH POINT.
 KK1902'
 KK1902'AZIMUTH MARK, STAMPED---LACY 1977---, A STANDARD DISK CEMENTED
 KK1902'IN A DRILL HOLE IN A 1 X 3 FOOT, 6-INCH HIGH OUTCROP THAT
 KK1902'ABUTS A 20-INCH PINE TREE.  IT IS 64.5 FEET WEST-NORTHWEST OF
 KK1902'UTILITY POLE 22 ACROSS THE ROAD, 32 FEET WEST OF THE ROAD
 KK1902'CENTER, 75 FEET SOUTH OF THE ROAD CREST, 7 FEET ABOVE THE ROAD
 KK1902'AND 3 FEET NORTH-NORTHEAST OF THE PINE TREE.
 KK1902'
 KK1902'LINE BETWEEN REFERENCE MARKS BLOCKED BY TREE.
 KK1902'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0743 ***********************************************************************
 JJ0743  DESIGNATION -  LADDER
 JJ0743  PID         -  JJ0743
 JJ0743  STATE/COUNTY-  CO/CHEYENNE
 JJ0743  USGS QUAD   -  LAKE ALBERT NW (1982)
 JJ0743
 JJ0743                         *CURRENT SURVEY CONTROL
 JJ0743  ___________________________________________________________________
 JJ0743* NAD 83(1992)-  38 44 52.47132(N)    102 11 01.45109(W)     ADJUSTED  
 JJ0743* NAVD 88     -      1237.97   (+/-2cm)    4061.6    (feet)  VERTCON   
 JJ0743  ___________________________________________________________________
 JJ0743  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 JJ0743  GEOID HEIGHT-         -23.07  (meters)                     GEOID03
 JJ0743
 JJ0743  HORZ ORDER  -  THIRD
 JJ0743  VERT ORDER  -  THIRD ? (See Below)
 JJ0743
 JJ0743.The horizontal coordinates were established by classical geodetic methods
 JJ0743.and adjusted by the National Geodetic Survey in January 1993..
 JJ0743
 JJ0743.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0743.The vertical order pertains to the NGVD 29 superseded value.
 JJ0743
 JJ0743.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0743
 JJ0743.The geoid height was determined by GEOID03.
 JJ0743
 JJ0743;                    North         East     Units Scale Factor Converg.
 JJ0743;SPC CO C     -   411,586.037 1,202,617.358   MT  0.99995479   +2 05 29.5
 JJ0743;SPC CO C     - 1,350,345.19  3,945,587.12   sFT  0.99995479   +2 05 29.5
 JJ0743;UTM  13      - 4,292,568.862   744,749.730   MT  1.00033771   +1 45 48.8
 JJ0743
 JJ0743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0743!SPC CO C     -   0.99980942  x   0.99995479  =   0.99976421
 JJ0743!UTM  13      -   0.99980942  x   1.00033771  =   1.00014706
 JJ0743
 JJ0743:                Primary Azimuth Mark                     Grid Az
 JJ0743:SPC CO C     -  LADDER AZ MK RESET                       178 48 25.3
 JJ0743:UTM  13      -  LADDER AZ MK RESET                       179 08 06.0
 JJ0743
 JJ0743|---------------------------------------------------------------------|
 JJ0743| PID    Reference Object                     Distance      Geod. Az  |
 JJ0743|                                                           dddmmss.s |
 JJ0743| CM8911 LADDER AZ MK RESET                                 1805354.8 |
 JJ0743| CM8910 LADDER AZ MK                                       1820039.7 |
 JJ0743| CM8912 LADDER RM 1                           8.482 METERS 18725     |
 JJ0743| CM8913 LADDER RM 2                          20.569 METERS 26816     |
 JJ0743|---------------------------------------------------------------------|
 JJ0743
 JJ0743                          SUPERSEDED SURVEY CONTROL
 JJ0743
 JJ0743  NAD 83(1986)-  38 44 52.47027(N)    102 11 01.44994(W) AD(       ) 3
 JJ0743  NAD 27      -  38 44 52.43940(N)    102 10 59.80100(W) AD(       ) 3
 JJ0743  NGVD 29 (07/19/86) 1237.49   (m)         4060.0    (f) LEVELING    3  
 JJ0743
 JJ0743.Superseded values are not recommended for survey control.
 JJ0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0743.See file dsdata.txt to determine how the superseded data were derived.
 JJ0743
 JJ0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC4475092569(NAD 83)
 JJ0743_MARKER: DS = TRIANGULATION STATION DISK
 JJ0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0743
 JJ0743  HISTORY     - Date     Condition        Report By
 JJ0743  HISTORY     - 1954     MONUMENTED       CGS
 JJ0743  HISTORY     - 1963     SEE DESCRIPTION  LOCENG
 JJ0743  HISTORY     - 1965     SEE DESCRIPTION  CGS
 JJ0743
 JJ0743                          STATION DESCRIPTION
 JJ0743
 JJ0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0743'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF A CULTIVATED
 JJ0743'FIELD.  IT S ABOUT 7 MILES AIRLINE SOUTH OF ARAPAHOE, ABOUT
 JJ0743'10 MILES AIRLINE EAST-SOUTHEAST OF CHEYENNE WELLS, AND ABOUT
 JJ0743'14-1/2 MILES AIRLINE SOUTHWEST OF WESKAN, KANSAS.
 JJ0743'
 JJ0743'THE STATION IS A STANDARD DISK STAMPED LADDER 1954 AND
 JJ0743'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 JJ0743'PROJECTS 4 INCHES.  IT IS 38 FEET EAST OF THE CENTER LINE
 JJ0743'OF THE ROAD, 4 FEET SOUTHEAST OF A FENCE CORNER, AND 4-1/2 FEET
 JJ0743'EAST OF A WITNESS POST.
 JJ0743'
 JJ0743'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LADDER NO 1 1954
 JJ0743'AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JJ0743'THAT PROJECTS 6 INCHES.  IT IS IN THE NORTH-SOUTH FENCE LINE,
 JJ0743'33 FEET EAST OF THE CENTER LINE OF THE ROAD, AND ABOUT THE
 JJ0743'SAME ELEVATION AS THE STATION.
 JJ0743'
 JJ0743'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LADDER NO 2 1954
 JJ0743'AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JJ0743'THAT PROJECTS 4 INCHES.  IT IS 33 FEET WEST OF THE CENTER
 JJ0743'LINE OF THE ROAD, 1 FOOT EAST OF A WIRE FENCE, AND ABOUT 2
 JJ0743'FEET HIGHER THAN THE STATION.
 JJ0743'
 JJ0743'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LADDER 1954
 JJ0743'AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JJ0743'THAT PROJECTS 2 INCHES.  IT IS 33 FEET WEST OF THE CENTER
 JJ0743'LINE OF THE ROAD, AND 1-1/2 FEET EAST OF THE WIRE FENCE.
 JJ0743'TO REACH THE MARK FROM THE STATION GO SOUTH ON THE ROAD FOR
 JJ0743'0.35 MILE TO THE MARK ON THE RIGHT.
 JJ0743'
 JJ0743'TO REACH THE STATION FROM THE POST OFFICE IN ARAPAHOE GO
 JJ0743'SOUTH, CROSSING THE RAILROAD TRACKS, FOR 0.15 MILE TO U.S.
 JJ0743'HIGHWAY 40.  TURN LEFT, EAST, AND GO 0.7 MILE TO A GRADED
 JJ0743'ROAD RIGHT.  TURN RIGHT, SOUTH, CROSSING A SMALL BRIDGE, AND
 JJ0743'GO 8.5 MILES TO A GRADED ROAD RIGHT.  TURN RIGHT, WEST, AND
 JJ0743'GO 1.0 MILE TO A RANCH HOUSE AND A GRADED ROAD RIGHT.  TURN
 JJ0743'RIGHT, NORTH, AND GO 1.5 MILES TO THE STATION ON THE RIGHT.
 JJ0743'
 JJ0743'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JJ0743
 JJ0743                          STATION RECOVERY (1963)
 JJ0743
 JJ0743'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963
 JJ0743'STATION RECOVERED BY CO ASCS ST OFF
 JJ0743'
 JJ0743'STATION MONUMENT WAS FOUND PARTIALLY DESTROYED BY BEING PULLED
 JJ0743'FROM THE GROUND BY SOME LARGE IMPLEMENT.  THE REFERENCE MARK
 JJ0743'LOCATED TO THE SOUTH HAS BEEN REMOVED AND IS LYING ON ITS
 JJ0743'SIDE NEAR THE MONUMENT.  THE REFERENCE MARK LOCATED TO THE
 JJ0743'WEST IS STILL IN GOOD CONDITION.
 JJ0743'
 JJ0743'THE MARKERS ARE LOCATED IN AN AREA WHERE THERE IS CULTIVATED
 JJ0743'CROP LAND ON THE NORTH AND SOUTH SIDES AND THERE IS A ROAD
 JJ0743'LOCATED ON THE WEST SIDE BETWEEN THE MONUMENT AND THE REMAINING
 JJ0743'REFERENCE MARK.
 JJ0743
 JJ0743                          STATION RECOVERY (1965)
 JJ0743
 JJ0743'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EBB)
 JJ0743'THE STATION SURFACE MARK WAS FOUND DESTROYED.  THE STATION
 JJ0743'UNDERGROUND DISK WAS RECOVERED AND FOUND IN GOOD CONDITION.
 JJ0743'
 JJ0743'REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE RECOVERED
 JJ0743'AND FOUND IN GOOD CONDITION, THE DISTANCE TO THE REFERENCE
 JJ0743'MARKS WERE VERIFIED AND THE DIRECTION BETWEEN THE REFERENCE
 JJ0743'MARKS FAILED TO CHECK BY 3 MINUTES 21 SECONDS.
 JJ0743'
 JJ0743'THE AZIMUTH MARK WAS NOT RECOVERED AND IT IS ASSUMED THE MARK
 JJ0743'HAS BEEN DESTROYED.
 JJ0743'
 JJ0743'A NEW SURFACE MARK WAS SET DIRECTLY OVER THE UNDERGROUND MARK
 JJ0743'AND A NEW AZIMUTH MARK WAS SET.
 JJ0743'
 JJ0743'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 JJ0743'
 JJ0743'THE STATION IS LOCATEE IN THE NORTHWEST CORNER OF A CULTIVATED
 JJ0743'FIELD, ABOUT 7 MILES SOUTH OF ARAPAHOE, 10 MILES EAST-SOUTHEAST
 JJ0743'OF CHEYENNE WELLS, AND ABOUT 14-1/2 MILES SOUTHWEST OF WESKAN,
 JJ0743'KANSAS.
 JJ0743'
 JJ0743'TO REACH THE STATION FROM THE POST OFFICE IN ARAPAHOE, GO SOUTH,
 JJ0743'CROSSING THE RAILROAD TRACKS, FOR 0.15 MILE TO U.S. HIGHWAY
 JJ0743'40.  TURN LEFT AND GO EAST ON U.S. HIGHWAY 40 FOR 0.65 MILE
 JJ0743'TO A GRADED SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH
 JJ0743'ON THE GRADED ROAD, CROSSING A SMALL BRIDGE, AND GO 9.5 MILES
 JJ0743'TO A SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO WEST ON A
 JJ0743'GRAVELED ROAD FOR 1.0 MILE TO A SIDE ROAD ON THE RIGHT.
 JJ0743'TURN RIGHT AND GO NORTH ON A SECTION LINE ROAD FOR 1.0 MILE
 JJ0743'TO A SECTION LINE ROAD ON THE RIGHT.  CONTINUE STRAIGHT
 JJ0743'AHEAD, NORTH, ON THE SECTION LINE ROAD FOR 1.5 MILES TO THE
 JJ0743'STATION ON THE RIGHT.
 JJ0743'
 JJ0743'THE STATION MARK, A STANDARD DISK STAMPED LADDER 1954 1965,
 JJ0743'S SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS
 JJ0743'10 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS 38 FEET EAST
 JJ0743'OF THE CENTER OF THE SECTION LINE ROAD AND 4 FEET EAST OF A
 JJ0743'METAL WITNESS POST.  THE UNDERGROUND DISK IS STAMPED LADDER
 JJ0743'1954 IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW
 JJ0743'THE SURFACE OF THE GROUND.  (PIECES OF CONCRETE WAS PLACED
 JJ0743'AROUND THE SURFACE MARK TO KEEP IT IN PLACE.)
 JJ0743'
 JJ0743'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LADDER NO
 JJ0743'1 1954, IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH
 JJ0743'PROJECTS 4 INCHES.  IT IS 24 FEET EAST OF THE CENTER OF THE
 JJ0743'SECTION LINE ROAD.
 JJ0743'
 JJ0743'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LADDER NO 2 1954,
 JJ0743'IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH IS
 JJ0743'FLUSH WITH THE SURFAC OF THE GROUND.  IT IS 33 FEET WEST OF
 JJ0743'THE CENTER OF THE SECTION LINE ROAD AND ABOUT TWO FEET HIGHER
 JJ0743'THAN THE STATION.
 JJ0743'
 JJ0743'AZIMUTH MARK, A STANDARD DISK STAMPED LADDER 1954 RESET
 JJ0743'1965, IS SET N THE TOP OF A ROUND CONCRETE MONUMENT WHICH
 JJ0743'PROJECTS 3 INCHES.  IT IS 18 FEET EAST OF THE CENTER OF THE
 JJ0743'SECTION LINE ROAD AND 1.5 FEET NORTH OF A METAL WITNESS POST.
 JJ0743'
 JJ0743'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 JJ0743'THE SECTION LINE ROAD FOR 0.35 MILE THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA8177 ***********************************************************************
 AA8177  DESIGNATION -  LADYBIRD
 AA8177  PID         -  AA8177
 AA8177  STATE/COUNTY-  CO/ARAPAHOE
 AA8177  USGS QUAD   -  STRASBURG NW (1978)
 AA8177
 AA8177                         *CURRENT SURVEY CONTROL
 AA8177  ___________________________________________________________________
 AA8177* NAD 83(1992)-  39 44 11.29660(N)    104 23 46.40475(W)     ADJUSTED  
 AA8177* NAVD 88     -      1695.5    (meters)    5563.     (feet)  GPS OBS   
 AA8177  ___________________________________________________________________
 AA8177  X           -  -1,221,438.551 (meters)                     COMP
 AA8177  Y           -  -4,758,491.125 (meters)                     COMP
 AA8177  Z           -   4,056,599.987 (meters)                     COMP
 AA8177  LAPLACE CORR-          -4.04  (seconds)                    DEFLEC99
 AA8177  ELLIP HEIGHT-        1677.20  (meters)          (12/03/02) GPS OBS
 AA8177  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 AA8177
 AA8177  HORZ ORDER  -  FIRST
 AA8177  ELLP ORDER  -  FOURTH    CLASS II
 AA8177
 AA8177.The horizontal coordinates were established by GPS observations
 AA8177.and adjusted by the National Geodetic Survey in September 1995..
 AA8177
 AA8177.The orthometric height was determined by GPS observations and a
 AA8177.high-resolution geoid model.
 AA8177
 AA8177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8177
 AA8177.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8177
 AA8177.The ellipsoidal height was determined by GPS observations
 AA8177.and is referenced to NAD 83.
 AA8177
 AA8177.The geoid height was determined by GEOID03.
 AA8177
 AA8177;                    North         East     Units Scale Factor Converg.
 AA8177;SPC CO C     -   516,644.697 1,009,016.314   MT  0.99999735   +0 41 46.1
 AA8177;SPC CO C     - 1,695,025.14  3,310,414.36   sFT  0.99999735   +0 41 46.1
 AA8177;UTM  13      - 4,398,683.036   551,735.928   MT  0.99963295   +0 23 09.5
 AA8177
 AA8177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8177!SPC CO C     -   0.99973695  x   0.99999735  =   0.99973430
 AA8177!UTM  13      -   0.99973695  x   0.99963295  =   0.99936999
 AA8177
 AA8177                          SUPERSEDED SURVEY CONTROL
 AA8177
 AA8177  ELLIP H (09/27/95) 1677.24   (m)                       GP(       ) 1 1
 AA8177
 AA8177.Superseded values are not recommended for survey control.
 AA8177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8177.See file dsdata.txt to determine how the superseded data were derived.
 AA8177
 AA8177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED5173698683(NAD 83)
 AA8177_MARKER: I = METAL ROD
 AA8177_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA8177_STAMPING: LADYBIRD 1995
 AA8177_MARK LOGO: NGS   
 AA8177_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA8177_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA8177+STABILITY: POSITION/ELEVATION WELL
 AA8177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8177+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8177
 AA8177  HISTORY     - Date     Condition        Report By
 AA8177  HISTORY     - 1995     MONUMENTED       NGS
 AA8177
 AA8177                          STATION DESCRIPTION
 AA8177
 AA8177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 AA8177'THE STATION WILL BE USED DURING A GPS PROJECT. THE STATION IS LOCATED
 AA8177'ABOUT 1.7 MI (2.7 KM) EAST OF BENNETT AND 3.7 MI (6.0 KM) WEST OF
 AA8177'STRASBURG IN THE EAST END OF THE BENNETT OR LADYBIRD REST AREA AT I-70
 AA8177'MILEPOST 306.3 IN THE NORTHEAST 1/4 OF SECTION 2, T 4 S, R 63 W, 6TH
 AA8177'P.M. OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION (CDOT). TO REACH
 AA8177'THE STATION FROM THE I-70 BENNETT EXIT (EXIT 304), PROCEED EAST ON
 AA8177'I-70 FOR 1.1 MI (1.8 KM) TO EAST BOUND I-70 EXIT 306, TAKE THE EXIT
 AA8177'AND PROCEED EASTERLY 0.6 MI (1.0 KM) TO THE ENTRANCE TO THE REST AREA,
 AA8177'PROCEED 0.2 MI (0.3 KM) SOUTHEAST, PASSING THE REST AREA CARETAKERS
 AA8177'RESIDENCE ON THE RIGHT AND THE MAIN REST AREA BUILDING ON THE LEFT TO
 AA8177'A CURVE TO THE LEFT. THE STATION IS LOCATED ON THE RIGHT AT ABOUT THE
 AA8177'MIDPOINT OF THE CURVE. TO REACH THE STATION FROM THE I-70 STRASBURG
 AA8177'EXIT (EXIT 310), PROCEED WEST ON I-70 FOR 3.7 MI (6.0 KM) TO WEST
 AA8177'BOUND I-70 EXIT 306, TAKE THE EXIT AND PROCEED 0.15 MI (0.24 KM) TO
 AA8177'THE REST AREA AND THE STATION ON THE LEFT. THE STATION IS A PUNCH MARK
 AA8177'IN THE TOP CENTER OF A STEEL ROD IN A PVC PIPE WITH A NGS LOGO CAP SET
 AA8177'IN A CONCRETE SLEEVE SET FLUSH WITH THE GROUND.  IT IS 48.8 M (160.1
 AA8177'FT) NORTH OF THE CENTER SKIP PAINT STRIPE OF THE WEST BOUND LANES OF
 AA8177'I-70, 46.9 M (153.9 FT) SOUTHWEST OF THE CENTER OF THE WESTBOUND I-70
 AA8177'EXIT RAMP (EXIT 306), 31.3 M (102.7 FT) NORTHWEST OF A POWER POLE,
 AA8177'27.4 M (89.9 FT) EAST-SOUTHEAST OF THE CENTER OF THE REST AREA LOOP
 AA8177'ROAD, 0.8 M (2.6 FT) SOUTH OF A FIBERGLASS CDOT WITNESS POST, AND 0.75
 AA8177'M (2.46 FT) NORTHEAST OF A FIBERGLASS CDOT WITNESS POST. DESCRIPTION
 AA8177'BY K.A. WILLIAMS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0524 ***********************************************************************
 LK0524  DESIGNATION -  LAIRD
 LK0524  PID         -  LK0524
 LK0524  STATE/COUNTY-  CO/YUMA
 LK0524  USGS QUAD   -  LAIRD (1984)
 LK0524
 LK0524                         *CURRENT SURVEY CONTROL
 LK0524  ___________________________________________________________________
 LK0524* NAD 83(1992)-  40 02 48.03957(N)    102 03 20.70690(W)     ADJUSTED  
 LK0524* NAVD 88     -      1108.     (meters)    3635.     (feet)  SCALED    
 LK0524  ___________________________________________________________________
 LK0524  LAPLACE CORR-          -4.55  (seconds)                    DEFLEC99
 LK0524  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 LK0524
 LK0524  HORZ ORDER  -  FIRST
 LK0524
 LK0524.The horizontal coordinates were established by classical geodetic methods
 LK0524.and adjusted by the National Geodetic Survey in January 1993..
 LK0524
 LK0524.The orthometric height was scaled from a topographic map.
 LK0524
 LK0524.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0524
 LK0524.The geoid height was determined by GEOID03.
 LK0524
 LK0524;                    North         East     Units Scale Factor Converg.
 LK0524;SPC CO N     -   389,710.286 1,208,234.369   MT  0.99996316   +2 13 31.6
 LK0524;SPC CO N     - 1,278,574.50  3,964,015.59   sFT  0.99996316   +2 13 31.6
 LK0524;SPC NE       -    25,774.506   324,591.177   MT  0.99997923   -1 21 44.4
 LK0524;SPC KS N     -   197,962.541    53,996.879   MT  1.00005334   -2 33 58.1
 LK0524;UTM  13      - 4,437,092.174   751,168.158   MT  1.00037669   +1 53 43.3
 LK0524;UTM  14      - 4,437,412.976   239,318.126   MT  1.00043665   -1 58 02.0
 LK0524
 LK0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0524!SPC CO N     -   0.99982965  x   0.99996316  =   0.99979281
 LK0524!SPC NE       -   0.99982965  x   0.99997923  =   0.99980888
 LK0524!SPC KS N     -   0.99982965  x   1.00005334  =   0.99988298
 LK0524!UTM  13      -   0.99982965  x   1.00037669  =   1.00020627
 LK0524!UTM  14      -   0.99982965  x   1.00043665  =   1.00026622
 LK0524
 LK0524:                Primary Azimuth Mark                     Grid Az
 LK0524:SPC CO N     -  HAIGLER MUNICIPAL STANDPIPE              111 03 37.5
 LK0524:SPC NE       -  HAIGLER MUNICIPAL STANDPIPE              114 38 53.5
 LK0524:SPC KS N     -  HAIGLER MUNICIPAL STANDPIPE              115 51 07.2
 LK0524:UTM  13      -  HAIGLER MUNICIPAL STANDPIPE              111 23 25.8
 LK0524:UTM  14      -  HAIGLER MUNICIPAL STANDPIPE              115 15 11.1
 LK0524
 LK0524|---------------------------------------------------------------------|
 LK0524| PID    Reference Object                     Distance      Geod. Az  |
 LK0524|                                                           dddmmss.s |
 LK0524| LJ0502 HAIGLER MUNICIPAL STANDPIPE         APPROX.10.8 KM 1131709.1 |
 LK0524| CP7557 LAIRD RM 1                           70.720 METERS 12650     |
 LK0524| CP7556 LAIRD AZ MK                                        1880007.5 |
 LK0524| CP7558 LAIRD RM 2                          120.622 METERS 26943     |
 LK0524|---------------------------------------------------------------------|
 LK0524
 LK0524                          SUPERSEDED SURVEY CONTROL
 LK0524
 LK0524  NAD 83(1986)-  40 02 48.03878(N)    102 03 20.70625(W) AD(       ) 1
 LK0524  NAD 27      -  40 02 48.07300(N)    102 03 19.03300(W) AD(       ) 1
 LK0524
 LK0524.Superseded values are not recommended for survey control.
 LK0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0524.See file dsdata.txt to determine how the superseded data were derived.
 LK0524
 LK0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE5116837092(NAD 83)
 LK0524_MARKER: DS = TRIANGULATION STATION DISK
 LK0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0524
 LK0524  HISTORY     - Date     Condition        Report By
 LK0524  HISTORY     - 1933     MONUMENTED       CGS
 LK0524  HISTORY     - 1935     GOOD             CGS
 LK0524
 LK0524                          STATION DESCRIPTION
 LK0524
 LK0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRP)
 LK0524'ABOUT 3 MILES SOUTHEAST OF LAIRD, 2 MILES SOUTHWEST OF SANBORN
 LK0524'STATION AND 375 YARDS WEST OF STATE LINE, IN TIER OF FRACTIONAL
 LK0524'SECTION JUST WEST OF STATE LINE, ON LAND OWNED BY THE GOVERNMENT.
 LK0524'
 LK0524'STATION IS 0.5 MILE NORTH-NORTHEAST OF SECTION-LINE ROAD AND
 LK0524'395 FEET EAST OF NORTH-AND-SOUTH FENCE.
 LK0524'
 LK0524'REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF STATION
 LK0524'IN EAST-AND-WEST FENCE ON SAME KNOLL.
 LK0524'
 LK0524'REFERENCE MARK NO. 2 IS WEST OF STATION IN
 LK0524'NORTH-AND-SOUTH FENCE ON THE PEAK OF WEST BANK OF DEEP WASH-OUT.
 LK0524'
 LK0524'AZIMUTH MARK IS SOUTH-SOUTHWEST OF STATION, IN
 LK0524'SOUTHEAST FENCE CORNER, AND IN NORTHWEST CORNER OF INTERSECTION
 LK0524'OF SECTION-LINE ROADS.
 LK0524'
 LK0524'REACHED FROM LAIRD BY STATE HIGHWAY 54 EAST 1.5 MILES TO
 LK0524'GRAVELED ROAD LEADING SOUTH.  FOLLOW THIS ROAD SOUTH 2.4 MILES,
 LK0524'THENCE EAST 1.0 MILE.  TURN NORTH (LEFT), OPPOSITE ROAD LEADING
 LK0524'SOUTH, 0.6 MILE NORTH-NORTHEAST TO A KNOLL AT EAST SIDE OF
 LK0524'DEEP WASHOUT AND STATION.
 LK0524'
 LK0524'HEIGHT OF LIGHT ABOVE STATION MARK - 1.14 METERS.
 LK0524
 LK0524                          STATION RECOVERY (1935)
 LK0524
 LK0524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LK0524'THE STATION WAS RECOVERED AS DESCRIBED BY W.R.P. IN 1933.
 LK0524'A REVISED DESCRIPTION OF THE STATION FOLLOWS--
 LK0524'
 LK0524'THE STATION IS ABOUT 2 MILES SOUTH AND 2-1/2 MILES EAST OF
 LK0524'LAIRD AND ABOUT 0.15 MILE EAST OF THE NEBRASKA-COLORADO
 LK0524'STATE LINE, ON HIGH GROUND (THE HIGHEST IN THE VICINITY)
 LK0524'ON THE DIVIDE BETWEEN THE REPUBLICAN RIVER (NORTH FORK), ON
 LK0524'THE NORTH, AND THE ARIKAREE RIVER ON THE SOUTH.  IT IS ON THE
 LK0524'EAST SIDE OF A VERY DEEPLY ERODED GULLY THAT HEADS UP ABOUT
 LK0524'150 FEET WEST OF THE STATION AND EXTENDS NORTHWARD TO THE
 LK0524'REPUBLICAN VALLEY.  THE STATION IS ON GOVERNMENT LAND, LEASED
 LK0524'AT PRESENT BY ORVILLE DRUMMOND WHO LIVES ABOUT A HALF MILE
 LK0524'SOUTHWEST, AND IS IN WEST HALF, SEC. 22, T. 1 N., R. 42 W.
 LK0524'
 LK0524'THE STATION MARK PROJECTS 4 INCHES AND IS
 LK0524'IN EXCELLENT CONDITION.  IT IS AT A POINT 142 FEET NORTH OF
 LK0524'AN EAST-AND-WEST FENCE AND 395 FEET EAST OF A NORTH-AND-SOUTH
 LK0524'FENCE.
 LK0524'
 LK0524'REFERENCE MARK NO. 1 PROJECTS 4 INCHES, IS SOUTHEAST
 LK0524'OF THE STATION, AND IS IN THE ABOVE-MENTIONED EAST-AND-WEST
 LK0524'FENCE.  THE MARK IS IN EXCELLENT CONDITION.
 LK0524'
 LK0524'REFERENCE MARK NO. 2 PROJECTS 5 INCHES AND IS WEST
 LK0524'OF THE STATION.  IT IS IN THE ABOVE NORTH-AND-SOUTH FENCE,
 LK0524'ON WEST SIDE OF THE ABOVE GULLY, AND IS 1 FOOT SOUTH OF A
 LK0524'T-INTERSECTION OF FENCES, STEM WEST.  THE MARK IS IN EXCELLENT
 LK0524'CONDITION.
 LK0524'
 LK0524'THE AZIMUTH MARK PROJECTS 2 INCHES AND IS
 LK0524'SOUTH-SOUTHWEST OF THE STATION.  IT IS IN THE NORTHWEST ANGLE
 LK0524'OF A SECTION-LINE CROSSROADS.  THE MARK IS IN EXCELLENT
 LK0524'CONDITION.
 LK0524'
 LK0524'TO REACH THE STATION FROM THE MAIN CORNER IN THE SMALL TOWN
 LK0524'OF LAIRD GO EAST ON STATE HIGHWAY 54 FOR 1.5 MILES TO A
 LK0524'GRAVELLED ROAD ON THE RIGHT.  (THIS POINT IS 1.4 MILES WEST
 LK0524'OF THE STATE LINE.) HERE LEAVE STATE HIGHWAY 54, TURN RIGHT
 LK0524'AND GO SOUTH ON GRAVELED ROAD 2.5 MILES TO A T-INTERSECTION
 LK0524'(STEM EAST).  (THERE IS A WHITE HOUSE IN THE SOUTHEAST ANGLE
 LK0524'OF THIS INTERSECTION.) TURN LEFT AND GO EAST ON GRADED ROAD
 LK0524'1.0 MILE TO A T-INTERSECTION (STEM SOUTH).  TURN LEFT, PASS
 LK0524'THROUGH GATE (AZIMUTH MARK IS IN NORTHWEST ANGLE OF THIS
 LK0524'INTERSECTION), AND GO NORTH IN LANE 0.6 MILE.  THEN TURN
 LK0524'RIGHT AND GO EAST 200 YARDS TO TOP OF HILL AND STATION.
 LK0524'
 LK0524'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 LK0524'
 LK0524'DISTANCE BETWEEN REFERENCE MARKS NOT MEASURED (MARKS NOT
 LK0524'INTERVISIBLE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0319 ***********************************************************************
 KL0319  DESIGNATION -  LAKE
 KL0319  PID         -  KL0319
 KL0319  STATE/COUNTY-  CO/PITKIN
 KL0319  USGS QUAD   -  HOMESTAKE RESERVOIR (1994)
 KL0319
 KL0319                         *CURRENT SURVEY CONTROL
 KL0319  ___________________________________________________________________
 KL0319* NAD 83(1986)-  39 15 55.     (N)    106 29 56.     (W)     SCALED    
 KL0319* NAVD 88     -      3338.585  (meters)   10953.34   (feet)  ADJUSTED  
 KL0319  ___________________________________________________________________
 KL0319  GEOID HEIGHT-         -12.84  (meters)                     GEOID03
 KL0319  DYNAMIC HT  -        3333.716 (meters)   10937.37  (feet)  COMP
 KL0319  MODELED GRAV-     979,048.3   (mgal)                       NAVD 88
 KL0319
 KL0319  VERT ORDER  -  SECOND    CLASS 0
 KL0319
 KL0319.The horizontal coordinates were scaled from a topographic map and have
 KL0319.an estimated accuracy of +/- 6 seconds.
 KL0319
 KL0319.The orthometric height was determined by differential leveling
 KL0319.and adjusted by the National Geodetic Survey in June 1991..
 KL0319
 KL0319.The geoid height was determined by GEOID03.
 KL0319
 KL0319.The dynamic height is computed by dividing the NAVD 88
 KL0319.geopotential number by the normal gravity value computed on the
 KL0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0319.degrees latitude (g = 980.6199 gals.).
 KL0319
 KL0319.The modeled gravity was interpolated from observed gravity values.
 KL0319
 KL0319;                    North         East    Units  Estimated Accuracy
 KL0319;SPC CO C     -   464,230.      828,200.      MT  (+/- 180 meters Scaled)
 KL0319
 KL0319                          SUPERSEDED SURVEY CONTROL
 KL0319
 KL0319  NGVD 29 (??/??/92) 3336.428  (m)        10946.26   (f) ADJ UNCH    2 0
 KL0319
 KL0319.Superseded values are not recommended for survey control.
 KL0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0319.See file dsdata.txt to determine how the superseded data were derived.
 KL0319
 KL0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD706472(NAD 83)
 KL0319_MARKER: DD = SURVEY DISK
 KL0319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KL0319_SP_SET: BOULDER
 KL0319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0319
 KL0319  HISTORY     - Date     Condition        Report By
 KL0319  HISTORY     - UNK      MONUMENTED       BOR
 KL0319  HISTORY     - 1951     GOOD             NGS
 KL0319
 KL0319                          STATION DESCRIPTION
 KL0319
 KL0319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KL0319'20.5 MI SE FROM THOMASVILLE.
 KL0319'20.5 MILES SOUTHEAST ALONG STATE HIGHWAY 104 FROM ITS JUNCTION WITH
 KL0319'STATE HIGHWAY 307 AT THOMASVILLE, 300 YARDS NORTH OF THE WEST ENTRANCE
 KL0319'TO THE CARLTON TUNNEL, 175 YARDS SOUTHWEST OF A CABIN, 26 FEET WEST OF
 KL0319'THE CENTER LINE OF A ROAD LEADING TO THE TUNNEL, 5 FEET ABOVE THE
 KL0319'LEVEL OF THE ROAD, SET IN THE CENTER OF THE TOP OF A 15X20 FOOT
 KL0319'GRANITE BOULDER, 6 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0604 ***********************************************************************
 KL0604  DESIGNATION -  LAKE
 KL0604  PID         -  KL0604
 KL0604  STATE/COUNTY-  CO/SUMMIT
 KL0604  USGS QUAD   -  FRISCO (1987)
 KL0604
 KL0604                         *CURRENT SURVEY CONTROL
 KL0604  ___________________________________________________________________
 KL0604* NAD 83(1992)-  39 36 49.82519(N)    106 04 03.10874(W)     ADJUSTED  
 KL0604* NAVD 88     -      2851.1    (meters)    9354.     (feet)  VERTCON   
 KL0604  ___________________________________________________________________
 KL0604  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 KL0604  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 KL0604
 KL0604  HORZ ORDER  -  SECOND
 KL0604
 KL0604.The horizontal coordinates were established by classical geodetic methods
 KL0604.and adjusted by the National Geodetic Survey in January 1993..
 KL0604
 KL0604.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0604
 KL0604.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0604
 KL0604.The geoid height was determined by GEOID03.
 KL0604
 KL0604;                    North         East     Units Scale Factor Converg.
 KL0604;SPC CO C     -   502,606.804   865,667.837   MT  0.99997590   -0 21 28.6
 KL0604;SPC CO C     - 1,648,969.16  2,840,111.90   sFT  0.99997590   -0 21 28.6
 KL0604;SPC CO N     -   336,101.257   865,665.792   MT  1.00001819   -0 22 00.1
 KL0604;SPC CO N     - 1,102,692.21  2,840,105.19   sFT  1.00001819   -0 22 00.1
 KL0604;UTM  13      - 4,385,443.053   408,363.715   MT  0.99970338   -0 40 50.6
 KL0604
 KL0604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0604!SPC CO C     -   0.99955488  x   0.99997590  =   0.99953079
 KL0604!SPC CO N     -   0.99955488  x   1.00001819  =   0.99957306
 KL0604!UTM  13      -   0.99955488  x   0.99970338  =   0.99925839
 KL0604
 KL0604:                Primary Azimuth Mark                     Grid Az
 KL0604:SPC CO C     -  TENDERFOOT MTN                           066 31 08.6
 KL0604:SPC CO N     -  TENDERFOOT MTN                           066 31 40.1
 KL0604:UTM  13      -  TENDERFOOT MTN                           066 50 30.6
 KL0604
 KL0604|---------------------------------------------------------------------|
 KL0604| PID    Reference Object                     Distance      Geod. Az  |
 KL0604|                                                           dddmmss.s |
 KL0604| KL0601 TENDERFOOT MTN                      APPROX. 6.0 KM 0660940.0 |
 KL0604| KL0110 Z 299                                              0953750.9 |
 KL0604| CM7542 LAKE RM 1                             9.793 METERS 10904     |
 KL0604| CM7544 LAKE RM 3                            12.575 METERS 23700     |
 KL0604| CM7543 LAKE RM 2                            12.570 METERS 23704     |
 KL0604|---------------------------------------------------------------------|
 KL0604
 KL0604                          SUPERSEDED SURVEY CONTROL
 KL0604
 KL0604  NAD 83(1986)-  39 36 49.81587(N)    106 04 03.10823(W) AD(       ) 2
 KL0604  NAD 27      -  39 36 49.86600(N)    106 04 01.03700(W) AD(       ) 2
 KL0604  NGVD 29 (07/19/86) 2849.5    (m)         9349.     (f) VERT ANG       
 KL0604
 KL0604.Superseded values are not recommended for survey control.
 KL0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0604.See file dsdata.txt to determine how the superseded data were derived.
 KL0604
 KL0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD0836485443(NAD 83)
 KL0604_MARKER: DD = SURVEY DISK
 KL0604_SETTING: 66 = SET IN ROCK OUTCROP
 KL0604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KL0604+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2002
 KL0604
 KL0604  HISTORY     - Date     Condition        Report By
 KL0604  HISTORY     - 1951     MONUMENTED       CGS
 KL0604  HISTORY     - 1959     GOOD             AMS
 KL0604  HISTORY     - 1978     GOOD             NGS
 KL0604  HISTORY     - 20020825 GOOD             USPSQD
 KL0604
 KL0604                          STATION DESCRIPTION
 KL0604
 KL0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 KL0604'STATION IS LOCATED ON THE NORTHEAST SLOPE OF A ROUND, TIMBERED
 KL0604'HILL THAT OVERLOOKS THE TOWN OF DILLON, AIRLINE, ABOUT 3/4
 KL0604'MILE NORTHWEST OF DILLON AND 1/4 MILE NORTH NORTHEAST OF
 KL0604'THE DILLON RESERVOIR.
 KL0604'
 KL0604'TO REACH FROM THE U.S. POST OFFICE IN DILLON, GO NORTH ON
 KL0604'STATE HIGHWAY 9 FOR 0.15 MILE.  TURN LEFT, WEST, AND GO
 KL0604'0.1 MILE.  TURN RIGHT, NORTH, FOR 50 YARDS, THEN LEFT, WEST
 KL0604'UP AROUND THE SOUTH SIDE OF THE HILL FOR 0.6 MILE TO THE
 KL0604'RESERVOIR AND THE END OF TRUCK TRAVEL.  FROM HERE PACK NORTH
 KL0604'NORTHEAST, UP THROUGH THE TIMBER, FOR ABOUT 0.25 MILE TO
 KL0604'THE HIGHEST POINT OF THE HILL.  FROM HERE THE STATION IS ABOUT
 KL0604'200 FEET EAST NORTHEAST DOWN THE SLOPE.
 KL0604'
 KL0604'STATION MARK IS A DENVER MUNICIPAL WATER WORKS DISK, STAMPED
 KL0604'LAKE, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 KL0604'IS FLUSH WITH THE GROUND.
 KL0604'
 KL0604'REFERENCE MARK NUMBER 1, STAMPED LAKE DMWW NO 1 1951, IS A STANDARD
 KL0604'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 KL0604'PROJECTS 4 INCHES.  IT IS 3 FEET LOWER IN ELEVATION THAN
 KL0604'THE STATION.
 KL0604'
 KL0604'REFERENCE MARK NUMBER 2, STAMPED LAKE DMWW NO 2 1951, IS
 KL0604'A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 KL0604'THAT PROJECTS 4 INCHES.  IT IS 1-1/2 FEET HIGHER IN ELEVATION
 KL0604'THAN THE STATION.
 KL0604'
 KL0604'BM Z 299 (AZIMUTH MARK) IS A STANDARD USC AND GS BENCH MARK
 KL0604'DISK, STAMPED Z 299 1951, CEMENTED IN A DRILL HOLE IN A
 KL0604'CONCRETE BRIDGE ABUTMENT THAT PROJECTS 2 FEET.  TO REACH
 KL0604'FROM THE U.S. POST OFFICE IN DILLON, GO EAST ON U.S. HIGHWAY
 KL0604'6 FOR 0.3 MILE TO THE BRIDGE OVER TEN MILE CREEK AND THE
 KL0604'AZIMUTH MARK IN THE NORTHWEST END OF THE BRIDGE ABUTMENT.
 KL0604'
 KL0604'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
 KL0604
 KL0604                          STATION RECOVERY (1959)
 KL0604
 KL0604'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1959
 KL0604'STATION, REFERENCE MARKS, AND THE AZIMUTH MARK WERE RECOVERED
 KL0604'AS DESCRIBED.  STATION CAN NOW BE REACHED BY FOUR WHEEL
 KL0604'DRIVE VEHICLE.
 KL0604
 KL0604                          STATION RECOVERY (1978)
 KL0604
 KL0604'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 KL0604'STATION MARK AND REFERENCE MARK NUMBER 1 WERE RECOVERED.  REFERENCE
 KL0604'MARK NUMBER 2 HAS BEEN DESTROYED.  THE AZIMUTH MARK (BM Z299) WAS
 KL0604'NOT FOUND AND IS PRESUMABLY COVERED OVER BY THE WATER IN THE DILLON
 KL0604'RESERVOIR LAKE.  A NEW REFERENCE MARK, NUMBER 3 WAS ESTABLISHED AT
 KL0604'THIS TIME.  NO SUITABLE PLACE TO ESTABLISH AN AZIMUTH MARK.
 KL0604'
 KL0604'THE TOWN OF DILLON WAS MOVED TO THE NORTH AND THE DILLON
 KL0604'RESERVOIR LAKE IS NOW WHERE THE TOWN WAS PREVIOUSLY.
 KL0604'
 KL0604'STATION IS REACHED FROM THE DILLON MUNICIPAL BUILDING IN DILLON.  GO
 KL0604'NORTHERLY ON COLOROW STREET FOR 0.1 MILE TO THE JUNCTION WITH
 KL0604'HIGHWAYS 6 AND 9.  TURN LEFT AND FOLLOW THE HIGHWAYS WESTERLY FOR
 KL0604'0.4 MILE TO A ROAD LEFT.  TURN LEFT AND CONTINUE ON THE DILLON DAM
 KL0604'ROAD, SOUTHWESTERLY, ACROSS THE DAM FOR 1.0 MILE TO THE END OF
 KL0604'THE DAM AND A ROAD RIGHT.  TURN RIGHT AND FOLLOW A GRADED ROAD,
 KL0604'WEST AND SOUTHWEST FOR 0.4 MILE TO A FORK, KEEP RIGHT ON MAIN
 KL0604'TRAVELED ROAD FOR 0.1 MILE TO A POWERLINE POLE NO. 264 AND
 KL0604'GRADED ROAD.  TURN LEFT AND CONTINUE ON THE ROAD, ALONG POWERLINE
 KL0604'FOR 0.25 MILE TO TOP OF HILL, A PLACE TO TURN AROUND AND STATION
 KL0604'ABOUT 85 FEET EAST OF THIS POINT.
 KL0604'
 KL0604'STATION IS A STANDARD DENVER MUNICIPAL WATER WORKS DISK, STAMPED
 KL0604'LAKE, CEMENTED IN A DRILL HOLE, REINFORCED, IN THE TOP OF
 KL0604'OUTCROPPING BEDROCK FLUSH WITH THE GROUND.  MARK IS 24 FEET EAST OF
 KL0604'A METAL WITNESS SIGN ATTACHED TO A 2-INCH TREE AND 12 FEET
 KL0604'EAST OF A 17-INCH TREE STUMP WHICH HAS NO. 9 WIRE TIED AROUND IT.
 KL0604'
 KL0604'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK, STAMPED
 KL0604'LAKE DMWW NO 1 1951, CEMENTED IN A DRILL HOLE, IN THE TOP OF
 KL0604'OUTCROPPING BEDROCK PROJECTING ABOUT 3 INCHES.  MARK IS
 KL0604'APPROXIMATELY 2-1/2 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 KL0604'
 KL0604'REFERENCE MARK NUMBER 3 IS A STANDARD REFERENCE MARK DISK, STAMPED
 KL0604'LAKE DMWW 1951 NO 3 1978, CEMENTED IN A DRILL HOLE, IN THE TOP OF AN
 KL0604'OUTCROPPING BEDROCK PROJECTING ABOUT 3 INCHES.  MARK IS 30 FEET
 KL0604'NORTH-NORTHWEST OF THE TREE STUMP WITH WIRE AROUND IT AND MARK IS
 KL0604'ABOUT 1-1/2 FEET HIGHER IN ELEVATION THAN THE STATION MARK.
 KL0604'
 KL0604'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES
 KL0604'SOUTHWEST OF DILLON.
 KL0604
 KL0604                          STATION RECOVERY (2002)
 KL0604
 KL0604'RECOVERY NOTE BY US POWER SQUADRON 2002 (EDS)
 KL0604'THERE IS NOW A LARGE RADIOTELEPHONE COMPLEX JUST NORTH OF THE MARK.
 KL0604'MARK MAY BE FOUND 30 FEET FROM THE SOUTHEAST FENCE OF THE
 KL0604'RADIOTELEPHONE COMPLEX.  THE ROAD IS GATED AT THE WEST END OF DILLON
 KL0604'LAKE DAM.  YOU MUST PACK IN FROM THE GATE OR HAVE THE GATE OPENED BY
 KL0604'THE COMMUNICATIONS COMPANY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0572 ***********************************************************************
 HK0572  DESIGNATION -  LAKE
 HK0572  PID         -  HK0572
 HK0572  STATE/COUNTY-  CO/ALAMOSA
 HK0572  USGS QUAD   -  ZAPATA RANCH (1982)
 HK0572
 HK0572                         *CURRENT SURVEY CONTROL
 HK0572  ___________________________________________________________________
 HK0572* NAD 83(1992)-  37 39 47.72970(N)    105 37 17.00012(W)     ADJUSTED  
 HK0572* NAVD 88     -      2333.84   (+/-2cm)    7656.9    (feet)  VERTCON   
 HK0572  ___________________________________________________________________
 HK0572  LAPLACE CORR-           8.72  (seconds)                    DEFLEC99
 HK0572  GEOID HEIGHT-         -16.27  (meters)                     GEOID03
 HK0572
 HK0572  HORZ ORDER  -  THIRD
 HK0572  VERT ORDER  -  THIRD ? (See Below)
 HK0572
 HK0572.The horizontal coordinates were established by classical geodetic methods
 HK0572.and adjusted by the National Geodetic Survey in January 1993..
 HK0572
 HK0572.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0572.The vertical order pertains to the NGVD 29 superseded value.
 HK0572
 HK0572.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0572
 HK0572.The geoid height was determined by GEOID03.
 HK0572
 HK0572;                    North         East     Units Scale Factor Converg.
 HK0572;SPC CO S     -   415,412.871   903,691.913   MT  0.99994982   -0 04 28.0
 HK0572;SPC CO S     - 1,362,900.39  2,964,862.55   sFT  0.99994982   -0 04 28.0
 HK0572;UTM  13      - 4,168,635.486   445,194.917   MT  0.99963700   -0 22 46.9
 HK0572
 HK0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0572!SPC CO S     -   0.99963646  x   0.99994982  =   0.99958630
 HK0572!UTM  13      -   0.99963646  x   0.99963700  =   0.99927359
 HK0572
 HK0572                          SUPERSEDED SURVEY CONTROL
 HK0572
 HK0572  NAD 83(1992)-  37 39 47.73333(N)    105 37 17.01175(W) AD(       ) 3
 HK0572  NGVD 29 (06/01/92) 2332.56   (m)         7652.7    (f) LEVELING    3  
 HK0572
 HK0572.Superseded values are not recommended for survey control.
 HK0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0572.See file dsdata.txt to determine how the superseded data were derived.
 HK0572
 HK0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB4519568635(NAD 83)
 HK0572_MARKER: DD = SURVEY DISK
 HK0572_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 HK0572_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 HK0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0572+STABILITY: SURFACE MOTION
 HK0572
 HK0572  HISTORY     - Date     Condition        Report By
 HK0572  HISTORY     - 1936     MONUMENTED       USGS
 HK0572  HISTORY     - 1967     MARK NOT FOUND   USGS
 HK0572
 HK0572                          STATION DESCRIPTION
 HK0572
 HK0572'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 HK0572'STATION IS ABOUT 13.75 MI. E. OF MOSCA, COLORADO, ALONG COLORADO
 HK0572'HIGHWAY 150 AND ABOUT 5 MI. E. OF SAN LUIS LAKE.  IT IS ON THE
 HK0572'TOP OF SMALL SAND DUNE ABOUT 200 FT. N. OF RD.
 HK0572'
 HK0572'STATION AND REFERENCE MARKS WERE SEARCHED FOR BUT
 HK0572'WERE NOT FOUND.  REFERENCE MARKS PROBABLY HAVE BEEN DESTROYED WHEN
 HK0572'HIGHWAY WAS WIDENED.  STATION MARK IS PROBABLY COVERED WITH SAND.
 HK0572'
 HK0572'STATION MARK--STANDARD BRONZE TABLET IN TOP OF 3 FT. CONCRETE POST
 HK0572'SET 2.6 FT. IN GROUND.  TABLET STAMPED---LAKE 1936---.
 HK0572'
 HK0572'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE TABLET IN TOP OF 3 FT.
 HK0572'CONCRETE POST SET 2.7 FT. IN GROUND SE. OF STATION AND 15 FT. N. OF
 HK0572'CENTERLINE OF COLORADO HIGHWAY 150, 250.61 FT. FROM STATION MARK,
 HK0572'N 50 DEG 30 MIN W.
 HK0572'
 HK0572'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE TABLET IN TOP OF 3 FT.
 HK0572'CONCRETE POST SET 2.7 FT. IN GROUND SW. OF STATION AND 15 FT. N. OF
 HK0572'CENTERLINE OF COLORADO HIGHWAY 150, 164.63 FT. FROM STATION MARK,
 HK0572'N 19 DEG 57 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0796 ***********************************************************************
 JL0796  DESIGNATION -  LAKE CITY
 JL0796  PID         -  JL0796
 JL0796  STATE/COUNTY-  CO/HINSDALE
 JL0796  USGS QUAD   -  LAKE CITY (1982)
 JL0796
 JL0796                         *CURRENT SURVEY CONTROL
 JL0796  ___________________________________________________________________
 JL0796* NAD 83(1992)-  38 01 30.07965(N)    107 17 48.33028(W)     ADJUSTED  
 JL0796* NAVD 88     -      3272.5    (meters)   10737.     (feet)  VERTCON   
 JL0796  ___________________________________________________________________
 JL0796  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 JL0796  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 JL0796
 JL0796  HORZ ORDER  -  SECOND
 JL0796
 JL0796.The horizontal coordinates were established by classical geodetic methods
 JL0796.and adjusted by the National Geodetic Survey in January 1993..
 JL0796
 JL0796.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0796
 JL0796.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0796
 JL0796.The geoid height was determined by GEOID03.
 JL0796
 JL0796;                    North         East     Units Scale Factor Converg.
 JL0796;SPC CO S     -   457,074.383   756,659.222   MT  0.99995093   -1 06 07.5
 JL0796;SPC CO S     - 1,499,584.87  2,482,472.80   sFT  0.99995093   -1 06 07.5
 JL0796;UTM  13      - 4,211,081.034   298,406.139   MT  1.00010056   -1 24 55.1
 JL0796
 JL0796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0796!SPC CO S     -   0.99948910  x   0.99995093  =   0.99944006
 JL0796!UTM  13      -   0.99948910  x   1.00010056  =   0.99958961
 JL0796
 JL0796|---------------------------------------------------------------------|
 JL0796| PID    Reference Object                     Distance      Geod. Az  |
 JL0796|                                                           dddmmss.s |
 JL0796| CM7540 LAKE CITY RM 1                        8.394 METERS 01927     |
 JL0796| CM7541 LAKE CITY RM 2                        5.413 METERS 15144     |
 JL0796| CM7539 LAKE CITY AZ MK                                    1630807.5 |
 JL0796|---------------------------------------------------------------------|
 JL0796
 JL0796                          SUPERSEDED SURVEY CONTROL
 JL0796
 JL0796  NAD 83(1986)-  38 01 30.07617(N)    107 17 48.33228(W) AD(       ) 2
 JL0796  NAD 27      -  38 01 30.08810(N)    107 17 46.13890(W) AD(       ) 2
 JL0796  NGVD 29 (07/19/86) 3270.8    (m)        10731.     (f) VERT ANG       
 JL0796
 JL0796.Superseded values are not recommended for survey control.
 JL0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0796.See file dsdata.txt to determine how the superseded data were derived.
 JL0796
 JL0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC9840611081(NAD 83)
 JL0796_MARKER: DS = TRIANGULATION STATION DISK
 JL0796_SETTING: 66 = SET IN ROCK OUTCROP
 JL0796
 JL0796  HISTORY     - Date     Condition        Report By
 JL0796  HISTORY     - 1958     MONUMENTED       CGS
 JL0796  HISTORY     - 1981     GOOD             BLM
 JL0796
 JL0796                          STATION DESCRIPTION
 JL0796
 JL0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 JL0796'STATION IS LOCATED 1.1 MILE (AIRLINE) EAST-SOUTHEAST OF THE
 JL0796'CENTER OF THE TOWN OF LAKE CITY, 2.2 MILES SOUTHWEST OF WATERDOG
 JL0796'LAKE AND ON A PORTION OF THE VICKERS RANCH KNOWN AS THE UPPER
 JL0796'RANCH.  IT IS ON THE HIGHEST POINT OF A BARE TOPPED MOUNTAIN
 JL0796'OVERLOOKING THE TOWN OF LAKE CITY.  THERE IS A HEAVY GROWTH OF
 JL0796'ASPEN TREES ON THE WEST SLOPE AND ASPEN AND PINE TREES ON THE
 JL0796'NORTH SLOPE.  THERE ARE NO TREES ON THE SOUTH AND SOUTHEASTERLY
 JL0796'SLOPES.
 JL0796'
 JL0796'TO REACH THE STATION FROM THE POST OFFICE IN LAKE CITY, GO EAST
 JL0796'FOR 1 BLOCK.  THEN TURN RIGHT, SOUTHERLY, ON STATE HIGHWAY 149
 JL0796'FOR 1.8 MILES TO THE VICKERS RANCH ON THE LEFT.  THEN LEFT,
 JL0796'EASTERLY, (PASSING THROUGH THE RANCH AND TOURIST CABINS) FOR
 JL0796'0.8 MILE TO A LOCKED GATE.  CONTINUE NORTHERLY AND EASTERLY ON A
 JL0796'NARROW MOUNTAIN ROAD FOR 0.8 MILE TO A FORK (SMALL POND ON THE
 JL0796'RIGHT).  THEN LEFT ON A WINDING ROAD FOR 0.1 MILE TO THE
 JL0796'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHEASTERLY FOR 0.4 MILE
 JL0796'TO A GATE.  PASS THROUGH THE GATE, CONTINUE NORTHEASTERLY FOR 0.65
 JL0796'MILE TO A CORRAL ON THE LEFT.  LEAVE THE ROAD, TURN LEFT
 JL0796'(WESTERLY) ACROSS PASTURE FOR 0.35 MILE TO A WIRE FENCE.
 JL0796'THEN RIGHT (THROUGH ASPEN TREES) FOR ABOUT 150 FEET.
 JL0796'TAKE DOWN THE FENCE AT THIS POINT AND CONTINUE WEST (KEEPING
 JL0796'TO THE SOUTH EDGE OF THE TIMBER) FOR 0.65 MILE TO THE
 JL0796'HIGHEST POINT AND THE STATION.  A 4-WHEEL DRIVE VEHICLE IS
 JL0796'NECESSARY.  THE KEY TO THE LOCKED GATE IS OBTAINED AT THE
 JL0796'VICKERS RANCH.
 JL0796'
 JL0796'THE STATION MARK IS A STANDARD DISK STAMPED LAKE CITY 1958.
 JL0796'IT IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, AND IS FLUSH
 JL0796'WITH THE GROUND.  IT IS 110 FEET NORTHEAST OF A MINING TEST
 JL0796'HOLE AND 4 FEET WEST OF A SMALL ROCK PILE.
 JL0796'
 JL0796'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LAKE CITY NO 1 1958
 JL0796'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, AND IS FLUSH WITH
 JL0796'THE GROUND.  IT IS 29 FEET NORTH OF THE ROCK PILE.
 JL0796'
 JL0796'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LAKE CITY NO 2 1958
 JL0796'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK, AND IS FLUSH WITH
 JL0796'THE GROUND.  IT IS 13 FEET SOUTH OF THE ROCK PILE.
 JL0796'
 JL0796'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LAKE CITY 1958
 JL0796'SET IN A DRILL HOLE IN OUTCROPPING BEDROCK.  THE BEDROCK IS ABOUT
 JL0796'2 FEET BY 3 FEET, AND IS FLUSH AT THE NORTHWEST EDGE AND PROJECTS
 JL0796'18 INCHES AT THE SOUTHEAST EDGE.  IT IS 30 FEET NORTH OF THE
 JL0796'CENTER OF THE ROAD AND ABOUT 15 FEET HIGHER.  A 4 IN X 4 IN WHITE
 JL0796'WITNESS POST WAS SET 2 FEET SOUTHWEST OF THE MARK.
 JL0796'
 JL0796'THE KEY TO THE LOCKED GATE IS OBTAINED AT THE VICKERS RANCH.
 JL0796
 JL0796                          STATION RECOVERY (1981)
 JL0796
 JL0796'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1981 (JF)
 JL0796'LAKE CITY 1958 RECOVERED GOOD.
 JL0796'
 JL0796'REF. MARK 1 RECOVERED - OK.
 JL0796'
 JL0796'REF. MARK 2 RECOVERED - OK.
 JL0796'
 JL0796'AZIMUTH MARK RECOVERED - OK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0320 ***********************************************************************
 JL0320  DESIGNATION -  LAKE CITY MAGNETIC STATION
 JL0320  PID         -  JL0320
 JL0320  STATE/COUNTY-  CO/HINSDALE
 JL0320  USGS QUAD   -  LAKE CITY (1982)
 JL0320
 JL0320                         *CURRENT SURVEY CONTROL
 JL0320  ___________________________________________________________________
 JL0320* NAD 83(1986)-  38 01 58.     (N)    107 18 54.     (W)     SCALED    
 JL0320* NAVD 88     -      2639.788  (meters)    8660.70   (feet)  ADJUSTED  
 JL0320  ___________________________________________________________________
 JL0320  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 JL0320  DYNAMIC HT  -        2636.133 (meters)    8648.71  (feet)  COMP
 JL0320  MODELED GRAV-     979,150.0   (mgal)                       NAVD 88
 JL0320
 JL0320  VERT ORDER  -  SECOND    CLASS 0
 JL0320
 JL0320.The horizontal coordinates were scaled from a topographic map and have
 JL0320.an estimated accuracy of +/- 6 seconds.
 JL0320
 JL0320.The orthometric height was determined by differential leveling
 JL0320.and adjusted by the National Geodetic Survey in June 1991..
 JL0320
 JL0320.The geoid height was determined by GEOID03.
 JL0320
 JL0320.The dynamic height is computed by dividing the NAVD 88
 JL0320.geopotential number by the normal gravity value computed on the
 JL0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0320.degrees latitude (g = 980.6199 gals.).
 JL0320
 JL0320.The modeled gravity was interpolated from observed gravity values.
 JL0320
 JL0320;                    North         East    Units  Estimated Accuracy
 JL0320;SPC CO S     -   457,970.      755,080.      MT  (+/- 180 meters Scaled)
 JL0320
 JL0320                          SUPERSEDED SURVEY CONTROL
 JL0320
 JL0320  NGVD 29 (??/??/92) 2638.042  (m)         8654.98   (f) ADJ UNCH    2 0
 JL0320
 JL0320.Superseded values are not recommended for survey control.
 JL0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0320.See file dsdata.txt to determine how the superseded data were derived.
 JL0320
 JL0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC968119(NAD 83)
 JL0320_MARKER: DB = BENCH MARK DISK
 JL0320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0320_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0320+STABILITY: SURFACE MOTION
 JL0320
 JL0320  HISTORY     - Date     Condition        Report By
 JL0320  HISTORY     - UNK      MONUMENTED       CGS
 JL0320  HISTORY     - 1963     MARK NOT FOUND   USGS
 JL0320
 JL0320                          STATION DESCRIPTION
 JL0320
 JL0320'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 JL0320'IN LAKE CITY.
 JL0320'AT LAKE CITY, HINSDALE COUNTY, AT THE SCHOOL, IN THE CENTER OF THE
 JL0320'WEST PLAYGROUND, AND 75 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 JL0320'BUILDING.  A STANDARD MAGNETIC-STATION DISK, SET IN TOP OF A CONCRETE
 JL0320'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0789 ***********************************************************************
 JL0789  DESIGNATION -  LAKE RESET
 JL0789  PID         -  JL0789
 JL0789  STATE/COUNTY-  CO/HINSDALE
 JL0789  USGS QUAD   -  CANNIBAL PLATEAU (1982)
 JL0789
 JL0789                         *CURRENT SURVEY CONTROL
 JL0789  ___________________________________________________________________
 JL0789* NAD 83(1992)-  38 01 59.79530(N)    107 14 40.32398(W)     ADJUSTED  
 JL0789* NAVD 88     -      3902.7    (meters)   12804.     (feet)  VERTCON   
 JL0789  ___________________________________________________________________
 JL0789  LAPLACE CORR-           4.30  (seconds)                    DEFLEC99
 JL0789  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 JL0789
 JL0789  HORZ ORDER  -  THIRD
 JL0789
 JL0789.The horizontal coordinates were established by classical geodetic methods
 JL0789.and adjusted by the National Geodetic Survey in January 1993..
 JL0789
 JL0789.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0789
 JL0789.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0789
 JL0789.The geoid height was determined by GEOID03.
 JL0789
 JL0789;                    North         East     Units Scale Factor Converg.
 JL0789;SPC CO S     -   457,903.477   761,260.684   MT  0.99995142   -1 04 12.2
 JL0789;SPC CO S     - 1,502,304.99  2,497,569.43   sFT  0.99995142   -1 04 12.2
 JL0789;UTM  13      - 4,211,885.070   303,012.700   MT  1.00007794   -1 23 00.0
 JL0789
 JL0789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0789!SPC CO S     -   0.99939036  x   0.99995142  =   0.99934181
 JL0789!UTM  13      -   0.99939036  x   1.00007794  =   0.99946825
 JL0789
 JL0789:                Primary Azimuth Mark                     Grid Az
 JL0789:SPC CO S     -  ROUGH                                    117 26 44.6
 JL0789:UTM  13      -  ROUGH                                    117 45 32.4
 JL0789
 JL0789|---------------------------------------------------------------------|
 JL0789| PID    Reference Object                     Distance      Geod. Az  |
 JL0789|                                                           dddmmss.s |
 JL0789| HL0575 ROUGH                               APPROX.13.4 KM 1162232.4 |
 JL0789|---------------------------------------------------------------------|
 JL0789
 JL0789                          SUPERSEDED SURVEY CONTROL
 JL0789
 JL0789  NAD 83(1986)-  38 01 59.79077(N)    107 14 40.32616(W) AD(       ) 3
 JL0789  NAD 27      -  38 01 59.80500(N)    107 14 38.12951(W) AD(       ) 3
 JL0789  NGVD 29 (07/19/86) 3900.7    (m)        12798.     (f) VERT ANG       
 JL0789
 JL0789.Superseded values are not recommended for survey control.
 JL0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0789.See file dsdata.txt to determine how the superseded data were derived.
 JL0789
 JL0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC0301311885(NAD 83)
 JL0789
 JL0789  HISTORY     - Date     Condition        Report By
 JL0789  HISTORY     - 1956     MONUMENTED       USGS
 JL0789  HISTORY     - 1956     GOOD             USGS
 JL0789
 JL0789                          STATION DESCRIPTION
 JL0789
 JL0789'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (JHC)
 JL0789'ON A FLAT-TOPPED SLIDE ROCK SUMMIT 3 MI. E. OF THE TOWN OF LAKE CITY
 JL0789'2 MI. N OF THE LAKE CITY AND CREEDE WAGON RD., WHERE THIS RD. REACHES
 JL0789'THE DIVIDE AT THE HEAD OF SLUM GULLION CREEK, FROM WHICH POINT IT IS
 JL0789'REACHED ON HORSEBACK.
 JL0789'
 JL0789'STATION RECOVERED AND REDESCRIBED AS
 JL0789'FOLLOWS, STATION IS LOCATED 3.5 MI. E. OF LAKE CITY, COLORADO, 3.0
 JL0789'-AIRLINE- MI. N. OF SLUM GULLION PASS, IN HINSDALE COUNTY ON THE MOST
 JL0789'NORTHERN TOP OF TWO HIGH ROCKY TOPS.
 JL0789'
 JL0789'TO REACH STATION FROM LAKE CITY P.O., GO S. ON  STATE HWY. 149 FOR
 JL0789'10.5 MI. TO THE TOP OF SLUM GULLION PASS - THIS IS THE END OF VEHICLE
 JL0789'TRAVEL-.  WITH HORSES PACK N. ALONG DIVIDE FOR APPROX. 3.0 MI. STATION
 JL0789'IS LOCATED ON THE HIGHEST POINT OF THE MOST NORTHERLY ROCKY TOP.
 JL0789'APPROX. 1.5 HRS.PACK WITH HORSES.
 JL0789'
 JL0789'STATION MARK - BRONZE TABLET SET IN LARGE EMBEDDED ROCK.
 JL0789'STAMPED --- LAKE 1904-1956 ---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1820 ***********************************************************************
 KK1820  DESIGNATION -  LAKEHURST MUN TANK
 KK1820  PID         -  KK1820
 KK1820  STATE/COUNTY-  CO/JEFFERSON
 KK1820  USGS QUAD   -  FORT LOGAN (1994)
 KK1820
 KK1820                         *CURRENT SURVEY CONTROL
 KK1820  ___________________________________________________________________
 KK1820* NAD 83(1992)-  39 38 46.27156(N)    105 06 51.18367(W)     ADJUSTED  
 KK1820* NAVD 88     -                                                        
 KK1820  ___________________________________________________________________
 KK1820  LAPLACE CORR-         -15.29  (seconds)                    DEFLEC99
 KK1820  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 KK1820
 KK1820  HORZ ORDER  -  THIRD
 KK1820
 KK1820.The horizontal coordinates were established by classical geodetic methods
 KK1820.and adjusted by the National Geodetic Survey in January 1993..
 KK1820
 KK1820
 KK1820.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1820
 KK1820.The geoid height was determined by GEOID03.
 KK1820
 KK1820;                    North         East     Units Scale Factor Converg.
 KK1820;SPC CO C     -   506,116.128   947,513.940   MT  0.99998111   +0 14 35.9
 KK1820;SPC CO C     - 1,660,482.66  3,108,635.32   sFT  0.99998111   +0 14 35.9
 KK1820;UTM  13      - 4,388,494.820   490,200.279   MT  0.99960118   -0 04 22.4
 KK1820
 KK1820                          SUPERSEDED SURVEY CONTROL
 KK1820
 KK1820  NAD 83(1986)-  39 38 46.27002(N)    105 06 51.17582(W) AD(       ) 4
 KK1820  NAD 27      -  39 38 46.31204(N)    105 06 49.22578(W) AD(       ) 3
 KK1820
 KK1820.Superseded values are not recommended for survey control.
 KK1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1820.See file dsdata.txt to determine how the superseded data were derived.
 KK1820
 KK1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9020088495(NAD 83)
 KK1820_MARKER: 51 = TANK
 KK1820
 KK1820  HISTORY     - Date     Condition        Report By
 KK1820  HISTORY     - 1978     FIRST OBSERVED   NGS
 KK1820  HISTORY     - 19941016 GOOD             USPSQD
 KK1820
 KK1820                          STATION DESCRIPTION
 KK1820
 KK1820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 KK1820'THE LAKEHURST WATER TANK IS LOCATED IN THE CITY OF LAKEHURST,
 KK1820'AT THE WEST END OF A HOUSING DEVELOPMENT, ABOUT 1 MILE EAST OF
 KK1820'A LARGE DAM (UNDER CONCTRUCTION).
 KK1820'
 KK1820'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 285 AND
 KK1820'SOUTH KIPLING STREET, GO SOUTH ON SOUTH KIPLING STREET FOR 0.5
 KK1820'MILE TO A ROAD RIGHT.  TURN RIGHT, WEST, ON WEST LEHIGH AVENUE
 KK1820'FOR 0.15 MILE TO THE TANK ON THE LEFT.
 KK1820'
 KK1820'THE STATION IS THE CENTER OF THE CAP OF THE GROUND STORAGE
 KK1820'TANK.  IT IS PAINTED GRAY, 30 FEET HIGH, WITH THE LEGEND
 KK1820'(LAKEHURST) ON THE NORTH SIDE.
 KK1820
 KK1820                          STATION RECOVERY (1994)
 KK1820
 KK1820'RECOVERY NOTE BY US POWER SQUADRON 1994
 KK1820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0852 ***********************************************************************
 JJ0852  DESIGNATION -  LAKEVIEW SCHOOL N WATER TANK
 JJ0852  PID         -  JJ0852
 JJ0852  STATE/COUNTY-  CO/BENT
 JJ0852  USGS QUAD   -  HASTY (1979)
 JJ0852
 JJ0852                         *CURRENT SURVEY CONTROL
 JJ0852  ___________________________________________________________________
 JJ0852* NAD 83(1992)-  38 05 15.48493(N)    102 57 26.41892(W)     ADJUSTED  
 JJ0852* NAVD 88     -                                                        
 JJ0852  ___________________________________________________________________
 JJ0852  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 JJ0852  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 JJ0852
 JJ0852  HORZ ORDER  -  THIRD
 JJ0852
 JJ0852.The horizontal coordinates were established by classical geodetic methods
 JJ0852.and adjusted by the National Geodetic Survey in January 1993..
 JJ0852
 JJ0852
 JJ0852.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0852
 JJ0852.The geoid height was determined by GEOID03.
 JJ0852
 JJ0852;                    North         East     Units Scale Factor Converg.
 JJ0852;SPC CO S     -   465,542.346 1,137,426.467   MT  0.99995515   +1 33 34.6
 JJ0852;SPC CO S     - 1,527,366.85  3,731,706.67   sFT  0.99995515   +1 33 34.6
 JJ0852;UTM  13      - 4,217,508.592   679,135.747   MT  0.99999523   +1 15 37.4
 JJ0852
 JJ0852                          SUPERSEDED SURVEY CONTROL
 JJ0852
 JJ0852  NAD 83(1986)-  38 05 15.47685(N)    102 57 26.41204(W) AD(       ) 4
 JJ0852  NAD 27      -  38 05 15.45434(N)    102 57 24.68764(W) AD(       ) 3
 JJ0852
 JJ0852.Superseded values are not recommended for survey control.
 JJ0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0852.See file dsdata.txt to determine how the superseded data were derived.
 JJ0852
 JJ0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC7913617509(NAD 83)
 JJ0852_MARKER: 53 = ELEVATED TANK
 JJ0852
 JJ0852  HISTORY     - Date     Condition        Report By
 JJ0852  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0852
 JJ0852                          STATION DESCRIPTION
 JJ0852
 JJ0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0852'STATION IS LOCATED ABOUT 2.5 MILES SOUTH OF HASTY, AND 1.0
 JJ0852'MILE NORTH OF THE JOHN MARTIN DAM ON THE GROUNDS OF THE
 JJ0852'LAKEVIEW SCHOOL.  STATION IS THE NORTHERNMOST OF TWO SMALL
 JJ0852'WATER TANKS THAT ARE SUPPORTED BY A SINGLE PLATFORM THAT
 JJ0852'IS ABOUT 50 FEET IN HEIGHT.  THE PLATFORM IS SUPPORTED BY
 JJ0852'SIX STRUCTURAL STEEL LEGS THAT ARE PAINTED BLACK.  THE CENTER
 JJ0852'OF THE TANK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0851 ***********************************************************************
 JJ0851  DESIGNATION -  LAKEVIEW SCHOOL S WATER TANK
 JJ0851  PID         -  JJ0851
 JJ0851  STATE/COUNTY-  CO/BENT
 JJ0851  USGS QUAD   -  HASTY (1979)
 JJ0851
 JJ0851                         *CURRENT SURVEY CONTROL
 JJ0851  ___________________________________________________________________
 JJ0851* NAD 83(1992)-  38 05 15.35672(N)    102 57 26.41652(W)     ADJUSTED  
 JJ0851* NAVD 88     -                                                        
 JJ0851  ___________________________________________________________________
 JJ0851  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 JJ0851  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 JJ0851
 JJ0851  HORZ ORDER  -  THIRD
 JJ0851
 JJ0851.The horizontal coordinates were established by classical geodetic methods
 JJ0851.and adjusted by the National Geodetic Survey in January 1993..
 JJ0851
 JJ0851
 JJ0851.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0851
 JJ0851.The geoid height was determined by GEOID03.
 JJ0851
 JJ0851;                    North         East     Units Scale Factor Converg.
 JJ0851;SPC CO S     -   465,538.396 1,137,426.633   MT  0.99995515   +1 33 34.6
 JJ0851;SPC CO S     - 1,527,353.89  3,731,707.21   sFT  0.99995515   +1 33 34.6
 JJ0851;UTM  13      - 4,217,504.641   679,135.893   MT  0.99999523   +1 15 37.4
 JJ0851
 JJ0851                          SUPERSEDED SURVEY CONTROL
 JJ0851
 JJ0851  NAD 83(1986)-  38 05 15.34863(N)    102 57 26.40964(W) AD(       ) 4
 JJ0851  NAD 27      -  38 05 15.32631(N)    102 57 24.68505(W) AD(       ) 3
 JJ0851
 JJ0851.Superseded values are not recommended for survey control.
 JJ0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0851.See file dsdata.txt to determine how the superseded data were derived.
 JJ0851
 JJ0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC7913617505(NAD 83)
 JJ0851_MARKER: 53 = ELEVATED TANK
 JJ0851
 JJ0851  HISTORY     - Date     Condition        Report By
 JJ0851  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0851
 JJ0851                          STATION DESCRIPTION
 JJ0851
 JJ0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0851'STATION IS LOCATED ABOUT 2.5 MILES SOUTH OF HASTY, AND 1.0
 JJ0851'MILE NORTH OF THE JOHN MARTIN DAM ON THE GROUNDS OF THE
 JJ0851'LAKEVIEW SCHOOL.  STATION IS THE SOUTHERNMOST OF TWO SMALL
 JJ0851'WATER TANKS THAT ARE SUPPORTED BY A SINGLE PLATFORM THAT IS
 JJ0851'ABOUT 50 FEET IN HEIGHT.  THE PLATFORM IS SUPPORTED BY SIX
 JJ0851'STRUCTURAL STEEL LEGS THAT ARE PAINTED BLACK.  THE CENTER
 JJ0851'OF THE TANK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1818 ***********************************************************************
 KK1818  DESIGNATION -  LAKEWOOD BAP CH SPIRE
 KK1818  PID         -  KK1818
 KK1818  STATE/COUNTY-  CO/JEFFERSON
 KK1818  USGS QUAD   -  FORT LOGAN (1994)
 KK1818
 KK1818                         *CURRENT SURVEY CONTROL
 KK1818  ___________________________________________________________________
 KK1818* NAD 83(1992)-  39 42 30.88705(N)    105 06 32.02246(W)     ADJUSTED  
 KK1818* NAVD 88     -                                                        
 KK1818  ___________________________________________________________________
 KK1818  LAPLACE CORR-         -14.70  (seconds)                    DEFLEC99
 KK1818  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 KK1818
 KK1818  HORZ ORDER  -  THIRD
 KK1818
 KK1818.The horizontal coordinates were established by classical geodetic methods
 KK1818.and adjusted by the National Geodetic Survey in January 1993..
 KK1818
 KK1818
 KK1818.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1818
 KK1818.The geoid height was determined by GEOID03.
 KK1818
 KK1818;                    North         East     Units Scale Factor Converg.
 KK1818;SPC CO C     -   513,045.343   947,940.955   MT  0.99999207   +0 14 48.0
 KK1818;SPC CO C     - 1,683,216.26  3,110,036.28   sFT  0.99999207   +0 14 48.0
 KK1818;UTM  13      - 4,395,418.902   490,665.350   MT  0.99960107   -0 04 10.5
 KK1818
 KK1818                          SUPERSEDED SURVEY CONTROL
 KK1818
 KK1818  NAD 83(1986)-  39 42 30.88462(N)    105 06 32.01412(W) AD(       ) 4
 KK1818  NAD 27      -  39 42 30.92999(N)    105 06 30.06599(W) AD(       ) 3
 KK1818
 KK1818.Superseded values are not recommended for survey control.
 KK1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1818.See file dsdata.txt to determine how the superseded data were derived.
 KK1818
 KK1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9066595419(NAD 83)
 KK1818_MARKER: 90 = CHURCH SPIRE
 KK1818
 KK1818  HISTORY     - Date     Condition        Report By
 KK1818  HISTORY     - 1978     FIRST OBSERVED   NGS
 KK1818  HISTORY     - 19941016 GOOD             USPSQD
 KK1818
 KK1818                          STATION DESCRIPTION
 KK1818
 KK1818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 KK1818'THE LAKEWOOD BAPTIST CHURCH SPIRE IS LOCATED IN THE WEST
 KK1818'SECTION OF LAKEWOOD, ABOUT 1/2 MILE SOUTH OF THE SOUTH EDGE OF
 KK1818'THE DENVER FEDERAL RECORDS CENTER.
 KK1818'
 KK1818'TO REACH THE STATION FROM THE JUNCTION OF WEST ALAMEDA AVENUE
 KK1818'AND SOUTH KIPLING STREET, GO SOUTH ON SOUTH KIPLING STREET FOR
 KK1818'0.15 MILE TO THE CHURCH ON THE LEFT.
 KK1818'
 KK1818'THE STATION IS THE TOP CENTER OF THE 60 FOOT HIGH WHITE
 KK1818'SPIRE.
 KK1818
 KK1818                          STATION RECOVERY (1994)
 KK1818
 KK1818'RECOVERY NOTE BY US POWER SQUADRON 1994
 KK1818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1824 ***********************************************************************
 KK1824  DESIGNATION -  LAKEWOOD DFC N TANK
 KK1824  PID         -  KK1824
 KK1824  STATE/COUNTY-  CO/JEFFERSON
 KK1824  USGS QUAD   -  FORT LOGAN (1994)
 KK1824
 KK1824                         *CURRENT SURVEY CONTROL
 KK1824  ___________________________________________________________________
 KK1824* NAD 83(1992)-  39 43 13.99335(N)    105 07 25.55290(W)     ADJUSTED  
 KK1824* NAVD 88     -                                                        
 KK1824  ___________________________________________________________________
 KK1824  LAPLACE CORR-         -15.31  (seconds)                    DEFLEC99
 KK1824  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 KK1824
 KK1824  HORZ ORDER  -  THIRD
 KK1824
 KK1824.The horizontal coordinates were established by classical geodetic methods
 KK1824.and adjusted by the National Geodetic Survey in January 1993..
 KK1824
 KK1824
 KK1824.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1824
 KK1824.The geoid height was determined by GEOID03.
 KK1824
 KK1824;                    North         East     Units Scale Factor Converg.
 KK1824;SPC CO C     -   514,369.397   946,660.319   MT  0.99999431   +0 14 14.2
 KK1824;SPC CO C     - 1,687,560.26  3,105,834.73   sFT  0.99999431   +0 14 14.2
 KK1824;UTM  13      - 4,396,749.484   489,392.543   MT  0.99960139   -0 04 44.7
 KK1824
 KK1824                          SUPERSEDED SURVEY CONTROL
 KK1824
 KK1824  NAD 83(1986)-  39 43 13.99052(N)    105 07 25.54424(W) AD(       ) 4
 KK1824  NAD 27      -  39 43 14.03677(N)    105 07 23.59448(W) AD(       ) 3
 KK1824
 KK1824.Superseded values are not recommended for survey control.
 KK1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1824.See file dsdata.txt to determine how the superseded data were derived.
 KK1824
 KK1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8939396749(NAD 83)
 KK1824_MARKER: 53 = ELEVATED TANK
 KK1824
 KK1824  HISTORY     - Date     Condition        Report By
 KK1824  HISTORY     - 1978     FIRST OBSERVED   NGS
 KK1824
 KK1824                          STATION DESCRIPTION
 KK1824
 KK1824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 KK1824'THE LAKEWOOD DENVER FEDERAL CENTER NORTH WATER TANK IS LOCATED
 KK1824'IN THE CITY OF LAKEWOOD, ON THE GROUNDS OF THE DENVER FEDERAL
 KK1824'RECORDS CENTER, NEAR THE SOUTHWEST CORNER OF BUILDING 67,
 KK1824'(TALLEST BUILDING IN THE AREA), ON U.S. GOVERNMENT PROPERTY.
 KK1824'
 KK1824'THE STATION IS THE STEM OF THE TWIN LIGHTS AT THE APEX OF THE
 KK1824'TANK.  IT IS PAINTED LIGHT GREEN, 130 FEET HIGH, WITH 6 TUBULAR
 KK1824'LEGS AND AN ELLIPSOIDAL TOP AND BOTTOM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1823 ***********************************************************************
 KK1823  DESIGNATION -  LAKEWOOD DFC S TANK
 KK1823  PID         -  KK1823
 KK1823  STATE/COUNTY-  CO/JEFFERSON
 KK1823  USGS QUAD   -  FORT LOGAN (1994)
 KK1823
 KK1823                         *CURRENT SURVEY CONTROL
 KK1823  ___________________________________________________________________
 KK1823* NAD 83(1992)-  39 43 03.72050(N)    105 07 17.87926(W)     ADJUSTED  
 KK1823* NAVD 88     -                                                        
 KK1823  ___________________________________________________________________
 KK1823  LAPLACE CORR-         -15.29  (seconds)                    DEFLEC99
 KK1823  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 KK1823
 KK1823  HORZ ORDER  -  THIRD
 KK1823
 KK1823.The horizontal coordinates were established by classical geodetic methods
 KK1823.and adjusted by the National Geodetic Survey in January 1993..
 KK1823
 KK1823
 KK1823.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1823
 KK1823.The geoid height was determined by GEOID03.
 KK1823
 KK1823;                    North         East     Units Scale Factor Converg.
 KK1823;SPC CO C     -   514,053.331   946,844.399   MT  0.99999377   +0 14 19.1
 KK1823;SPC CO C     - 1,686,523.30  3,106,438.67   sFT  0.99999377   +0 14 19.1
 KK1823;UTM  13      - 4,396,432.531   489,574.803   MT  0.99960134   -0 04 39.8
 KK1823
 KK1823                          SUPERSEDED SURVEY CONTROL
 KK1823
 KK1823  NAD 83(1986)-  39 43 03.71776(N)    105 07 17.87074(W) AD(       ) 4
 KK1823  NAD 27      -  39 43 03.76391(N)    105 07 15.92191(W) AD(       ) 3
 KK1823
 KK1823.Superseded values are not recommended for survey control.
 KK1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1823.See file dsdata.txt to determine how the superseded data were derived.
 KK1823
 KK1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8957596433(NAD 83)
 KK1823_MARKER: 53 = ELEVATED TANK
 KK1823
 KK1823  HISTORY     - Date     Condition        Report By
 KK1823  HISTORY     - 1978     FIRST OBSERVED   NGS
 KK1823
 KK1823                          STATION DESCRIPTION
 KK1823
 KK1823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 KK1823'THE DENVER FEDERAL CENTER SOUTH WATER TANK IS LOCATED IN
 KK1823'LAKEWOOD, ON THE GROUNDS OF THE DENVER FEDERAL RECORDS CENTER,
 KK1823'JUST SOUTHEAST OF BUILDING 67 (TALLEST BUILDING IN THE AREA),
 KK1823'ON U.S. GOVERNMENT PROPERTY.
 KK1823'
 KK1823'THE STATION IS THE STEM OF THE TWIN LIGHTS AT THE APEX OF THE
 KK1823'TANK.  THE TANK IS PAINTED LIGHT GREEN, 130 FEET HIGH, WITH 6
 KK1823'TUBULAR LEGS AND AN ELLIPSOIDAL TOP AND BOTTOM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1816 ***********************************************************************
 KK1816  DESIGNATION -  LAKEWOOD FED CORR INST TANK
 KK1816  PID         -  KK1816
 KK1816  STATE/COUNTY-  CO/JEFFERSON
 KK1816  USGS QUAD   -  FORT LOGAN (1994)
 KK1816
 KK1816                         *CURRENT SURVEY CONTROL
 KK1816  ___________________________________________________________________
 KK1816* NAD 83(1992)-  39 38 43.85396(N)    105 06 12.25208(W)     ADJUSTED  
 KK1816* NAVD 88     -                                                        
 KK1816  ___________________________________________________________________
 KK1816  LAPLACE CORR-         -14.77  (seconds)                    DEFLEC99
 KK1816  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 KK1816
 KK1816  HORZ ORDER  -  THIRD
 KK1816
 KK1816.The horizontal coordinates were established by classical geodetic methods
 KK1816.and adjusted by the National Geodetic Survey in January 1993..
 KK1816
 KK1816
 KK1816.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1816
 KK1816.The geoid height was determined by GEOID03.
 KK1816
 KK1816;                    North         East     Units Scale Factor Converg.
 KK1816;SPC CO C     -   506,045.566   948,442.465   MT  0.99998100   +0 15 00.5
 KK1816;SPC CO C     - 1,660,251.16  3,111,681.65   sFT  0.99998100   +0 15 00.5
 KK1816;UTM  13      - 4,388,419.164   491,128.048   MT  0.99960097   -0 03 57.5
 KK1816
 KK1816                          SUPERSEDED SURVEY CONTROL
 KK1816
 KK1816  NAD 83(1986)-  39 38 43.85230(N)    105 06 12.24475(W) AD(       ) 4
 KK1816  NAD 27      -  39 38 43.89454(N)    105 06 10.29642(W) AD(       ) 3
 KK1816
 KK1816.Superseded values are not recommended for survey control.
 KK1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1816.See file dsdata.txt to determine how the superseded data were derived.
 KK1816
 KK1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9112888419(NAD 83)
 KK1816_MARKER: 53 = ELEVATED TANK
 KK1816
 KK1816  HISTORY     - Date     Condition        Report By
 KK1816  HISTORY     - 1978     FIRST OBSERVED   NGS
 KK1816  HISTORY     - 19941016 GOOD             USPSQD
 KK1816
 KK1816                          STATION DESCRIPTION
 KK1816
 KK1816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 KK1816'THE LAKEWOOD FEDERAL CORRECTIONAL INSTITUTION WATER TANK IS
 KK1816'LOCATED ABOUT 1 MILE SOUTHWEST OF THE JUNCTION OF U.S.
 KK1816'HIGHWAY 285 AND STATE HIGHWAY 121 (WADSWORTH
 KK1816'BOULEVARD), ON U.S. GOVERNMENT PROPERTY.
 KK1816'
 KK1816'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 285
 KK1816'AND SOUTH KIPLING STREET IN LAKEWOOD, GO SOUTH ON SOUTH
 KK1816'KIPLING STREET FOR 0.5 MILE, THEN LEFT, EAST, FOR 0.2 MILE TO
 KK1816'A KNOLL AND THE TANK.
 KK1816'
 KK1816'THE STATION IS THE TOP CENTER OF THE TANK.  IT IS PAINTED
 KK1816'SILVER, 70 FEET HIGH, WITH 6 LEGS.
 KK1816
 KK1816                          STATION RECOVERY (1994)
 KK1816
 KK1816'RECOVERY NOTE BY US POWER SQUADRON 1994
 KK1816'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1817 ***********************************************************************
 KK1817  DESIGNATION -  LAKEWOOD FED CORR INST STACK
 KK1817  PID         -  KK1817
 KK1817  STATE/COUNTY-  CO/JEFFERSON
 KK1817  USGS QUAD   -  FORT LOGAN (1994)
 KK1817
 KK1817                         *CURRENT SURVEY CONTROL
 KK1817  ___________________________________________________________________
 KK1817* NAD 83(1992)-  39 38 30.16463(N)    105 06 20.81824(W)     ADJUSTED  
 KK1817* NAVD 88     -                                                        
 KK1817  ___________________________________________________________________
 KK1817  LAPLACE CORR-         -14.96  (seconds)                    DEFLEC99
 KK1817  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 KK1817
 KK1817  HORZ ORDER  -  THIRD
 KK1817
 KK1817.The horizontal coordinates were established by classical geodetic methods
 KK1817.and adjusted by the National Geodetic Survey in January 1993..
 KK1817
 KK1817
 KK1817.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1817
 KK1817.The geoid height was determined by GEOID03.
 KK1817
 KK1817;                    North         East     Units Scale Factor Converg.
 KK1817;SPC CO C     -   505,622.496   948,240.062   MT  0.99998037   +0 14 55.1
 KK1817;SPC CO C     - 1,658,863.14  3,111,017.60   sFT  0.99998037   +0 14 55.1
 KK1817;UTM  13      - 4,387,997.377   490,923.392   MT  0.99960101   -0 04 03.0
 KK1817
 KK1817                          SUPERSEDED SURVEY CONTROL
 KK1817
 KK1817  NAD 83(1986)-  39 38 30.16306(N)    105 06 20.81090(W) AD(       ) 4
 KK1817  NAD 27      -  39 38 30.20613(N)    105 06 18.86263(W) AD(       ) 3
 KK1817
 KK1817.Superseded values are not recommended for survey control.
 KK1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1817.See file dsdata.txt to determine how the superseded data were derived.
 KK1817
 KK1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9092387997(NAD 83)
 KK1817_MARKER: 63 = STACK
 KK1817
 KK1817  HISTORY     - Date     Condition        Report By
 KK1817  HISTORY     - 1978     FIRST OBSERVED   NGS
 KK1817  HISTORY     - 19941016 GOOD             USPSQD
 KK1817
 KK1817                          STATION DESCRIPTION
 KK1817
 KK1817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 KK1817'THE LAKEWWOD FEDERAL CORRECTIONAL INSTITUTION STACK IS LOCATED
 KK1817'ON U.S. GOVERNMENT PROPERTY, ABOUT 1-1/4 MILES SOUTHWEST OF
 KK1817'THE JUNCTION OF U.S. HIGHWAY 285 AND STATE HIGHWAY 121
 KK1817'(WADSWORTH BOULEVARD).
 KK1817'
 KK1817'THE STATION IS THE TOP CENTER OF THE 90 FOOT HIGH STACK, AND IS
 KK1817'CONSTRUCTED OF LIGHT COLORED BRICK.
 KK1817
 KK1817                          STATION RECOVERY (1994)
 KK1817
 KK1817'RECOVERY NOTE BY US POWER SQUADRON 1994
 KK1817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1810 ***********************************************************************
 KK1810  DESIGNATION -  LAKEWOOD RAD STA KLIR MAST
 KK1810  PID         -  KK1810
 KK1810  STATE/COUNTY-  CO/JEFFERSON
 KK1810  USGS QUAD   -  FORT LOGAN (1994)
 KK1810
 KK1810                         *CURRENT SURVEY CONTROL
 KK1810  ___________________________________________________________________
 KK1810* NAD 83(1992)-  39 41 04.06355(N)    105 04 05.76161(W)     ADJUSTED  
 KK1810* NAVD 88     -                                                        
 KK1810  ___________________________________________________________________
 KK1810  LAPLACE CORR-         -12.49  (seconds)                    DEFLEC99
 KK1810  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 KK1810
 KK1810  HORZ ORDER  -  THIRD
 KK1810
 KK1810.The horizontal coordinates were established by classical geodetic methods
 KK1810.and adjusted by the National Geodetic Survey in January 1993..
 KK1810
 KK1810
 KK1810.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1810
 KK1810.The geoid height was determined by GEOID03.
 KK1810
 KK1810;                    North         East     Units Scale Factor Converg.
 KK1810;SPC CO C     -   510,383.426   951,437.703   MT  0.99998769   +0 16 20.2
 KK1810;SPC CO C     - 1,674,482.96  3,121,508.53   sFT  0.99998769   +0 16 20.2
 KK1810;UTM  13      - 4,392,738.780   494,146.006   MT  0.99960042   -0 02 36.9
 KK1810
 KK1810                          SUPERSEDED SURVEY CONTROL
 KK1810
 KK1810  NAD 83(1986)-  39 41 04.06099(N)    105 04 05.75512(W) AD(       ) 4
 KK1810  NAD 27      -  39 41 04.10577(N)    105 04 03.81063(W) AD(       ) 3
 KK1810
 KK1810.Superseded values are not recommended for survey control.
 KK1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1810.See file dsdata.txt to determine how the superseded data were derived.
 KK1810
 KK1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9414692739(NAD 83)
 KK1810_MARKER: 42 = RADIO/TV MAST
 KK1810
 KK1810  HISTORY     - Date     Condition        Report By
 KK1810  HISTORY     - 1978     FIRST OBSERVED   NGS
 KK1810
 KK1810                          STATION DESCRIPTION
 KK1810
 KK1810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 KK1810'THE LAKEWOOD RADIO STATION KLIR MAST IS LOCATED ABOUT 2-1/2
 KK1810'MILES NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 285 AND STATE
 KK1810'HIGHWAY 121 (WADSWORTH BOULEVARD), ON PROPERTY OF KLIR
 KK1810'INCORPORATED.
 KK1810'
 KK1810'TO REACH THE STATION FROM THE JUNCTION OF WEST JEWELL AVENUE
 KK1810'AND WADSWORTH BOULEVARD, GO EAST ON WEST JEWELL AVENUE FOR 0.75
 KK1810'MILE TO A DRIVEWAY ON THE LEFT.  TURN LEFT, NORTH, FOR 0.1
 KK1810'MILE TO THE MAST.
 KK1810'
 KK1810'THE STATION IS THE RED LIGHT AT THE APEX OF THE 497 FOOT,
 KK1810'THREE-LEGGED SINGLE COLUMN, RED AND WHITE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1812 ***********************************************************************
 KK1812  DESIGNATION -  LAKEWOOD RAD STA KLAK MAST
 KK1812  PID         -  KK1812
 KK1812  STATE/COUNTY-  CO/JEFFERSON
 KK1812  USGS QUAD   -  FORT LOGAN (1994)
 KK1812
 KK1812                         *CURRENT SURVEY CONTROL
 KK1812  ___________________________________________________________________
 KK1812* NAD 83(1992)-  39 39 20.70277(N)    105 04 29.36851(W)     ADJUSTED  
 KK1812* NAVD 88     -                                                        
 KK1812  ___________________________________________________________________
 KK1812  LAPLACE CORR-         -13.03  (seconds)                    DEFLEC99
 KK1812  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 KK1812
 KK1812  HORZ ORDER  -  THIRD
 KK1812
 KK1812.The horizontal coordinates were established by classical geodetic methods
 KK1812.and adjusted by the National Geodetic Survey in January 1993..
 KK1812
 KK1812
 KK1812.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1812
 KK1812.The geoid height was determined by GEOID03.
 KK1812
 KK1812;                    North         East     Units Scale Factor Converg.
 KK1812;SPC CO C     -   507,193.085   950,890.098   MT  0.99998271   +0 16 05.4
 KK1812;SPC CO C     - 1,664,015.98  3,119,711.93   sFT  0.99998271   +0 16 05.4
 KK1812;UTM  13      - 4,389,552.733   493,581.038   MT  0.99960051   -0 02 51.9
 KK1812
 KK1812                          SUPERSEDED SURVEY CONTROL
 KK1812
 KK1812  NAD 83(1986)-  39 39 20.70093(N)    105 04 29.36157(W) AD(       ) 4
 KK1812  NAD 27      -  39 39 20.74449(N)    105 04 27.41628(W) AD(       ) 3
 KK1812
 KK1812.Superseded values are not recommended for survey control.
 KK1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1812.See file dsdata.txt to determine how the superseded data were derived.
 KK1812
 KK1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9358189553(NAD 83)
 KK1812_MARKER: 42 = RADIO/TV MAST
 KK1812
 KK1812  HISTORY     - Date     Condition        Report By
 KK1812  HISTORY     - 1978     FIRST OBSERVED   NGS
 KK1812  HISTORY     - 19941016 GOOD             USPSQD
 KK1812
 KK1812                          STATION DESCRIPTION
 KK1812
 KK1812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 KK1812'THE LAKEWOOD RADIO STATION KLAK MAST IS LOCATED ABOUT 1/2
 KK1812'MILE NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 285 AND STATE
 KK1812'HIGHWAY 121 (WADSWORTH BOULEVARD), ON PROPERTY OF THE MCCOY
 KK1812'BROADCASTING INCORPORATED COMPANY.
 KK1812'
 KK1812'TO REACH THE STATION FROM THE JUNCTION OF WEST HAMPDEN AVENUE
 KK1812'AND WADSWORTH BOULEVARD, GO EAST ON WEST HAMPDEN AVENUE FOR 0.5
 KK1812'MILE TO A SIDE ROAD LEFT.  TURN LEFT, NORTH, ON REED STREET FOR
 KK1812'0.05 MILE TO THE MAST.
 KK1812'
 KK1812'THE STATION IS THE RED LIGHT AT THE APEX OF THE 500 FOOT,
 KK1812'THREE LEGGED SINGLE COLUMN, RED AND WHITE MAST.
 KK1812
 KK1812                          STATION RECOVERY (1994)
 KK1812
 KK1812'RECOVERY NOTE BY US POWER SQUADRON 1994
 KK1812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1771 ***********************************************************************
 KK1771  DESIGNATION -  LAKEWOOD VALLEY DIST TANK
 KK1771  PID         -  KK1771
 KK1771  STATE/COUNTY-  CO/JEFFERSON
 KK1771  USGS QUAD   -  GOLDEN (1994)
 KK1771
 KK1771                         *CURRENT SURVEY CONTROL
 KK1771  ___________________________________________________________________
 KK1771* NAD 83(1992)-  39 47 40.81674(N)    105 08 26.70902(W)     ADJUSTED  
 KK1771* NAVD 88     -                                                        
 KK1771  ___________________________________________________________________
 KK1771  LAPLACE CORR-         -14.70  (seconds)                    DEFLEC99
 KK1771  GEOID HEIGHT-         -16.30  (meters)                     GEOID03
 KK1771
 KK1771  HORZ ORDER  -  THIRD
 KK1771
 KK1771.The horizontal coordinates were established by classical geodetic methods
 KK1771.and adjusted by the National Geodetic Survey in January 1993..
 KK1771
 KK1771
 KK1771.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1771
 KK1771.The geoid height was determined by GEOID03.
 KK1771
 KK1771;                    North         East     Units Scale Factor Converg.
 KK1771;SPC CO C     -   522,592.726   945,171.247   MT  1.00000914   +0 13 35.7
 KK1771;SPC CO C     - 1,714,539.64  3,100,949.33   sFT  1.00000914   +0 13 35.7
 KK1771;UTM  13      - 4,404,977.622   487,949.498   MT  0.99960179   -0 05 24.3
 KK1771
 KK1771                          SUPERSEDED SURVEY CONTROL
 KK1771
 KK1771  NAD 83(1986)-  39 47 40.81398(N)    105 08 26.70022(W) AD(       ) 4
 KK1771  NAD 27      -  39 47 40.86303(N)    105 08 24.74955(W) AD(       ) 3
 KK1771
 KK1771.Superseded values are not recommended for survey control.
 KK1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1771.See file dsdata.txt to determine how the superseded data were derived.
 KK1771
 KK1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE8794904978(NAD 83)
 KK1771_MARKER: 53 = ELEVATED TANK
 KK1771
 KK1771  HISTORY     - Date     Condition        Report By
 KK1771  HISTORY     - 1978     FIRST OBSERVED   NGS
 KK1771
 KK1771                          STATION DESCRIPTION
 KK1771
 KK1771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 KK1771'THE LAKEWOOD VALLEY WATER DISTRICT TANK IS LOCATED ABOUT 1 MILE
 KK1771'NORTH OF INTERSTATE HIGHWAY 70.
 KK1771'
 KK1771'TO REACH THE STATION FROM THE JUNCTION OF WEST 58TH AVENUE AND
 KK1771'WARD ROAD IN THE WEST SECTION OF ARVADA, GO SOUTH ON WARD ROAD
 KK1771'FOR 0.5 MILE TO THE TANK ON THE RIGHT.
 KK1771'
 KK1771'THE STATION IS THE TOP CENTER OF THE 125 FOOT, SILVER, FOUR
 KK1771'LEGGED TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0204 ***********************************************************************
 JJ0204  DESIGNATION -  LAMAR
 JJ0204  PID         -  JJ0204
 JJ0204  STATE/COUNTY-  CO/PROWERS
 JJ0204  USGS QUAD   -  LAMAR EAST (1979)
 JJ0204
 JJ0204                         *CURRENT SURVEY CONTROL
 JJ0204  ___________________________________________________________________
 JJ0204* NAD 83(1986)-  38 05 12.     (N)    102 37 15.     (W)     SCALED    
 JJ0204* NAVD 88     -      1104.583  (meters)    3623.95   (feet)  POSTED    
 JJ0204  ___________________________________________________________________
 JJ0204  GEOID HEIGHT-         -23.25  (meters)                     GEOID03
 JJ0204  DYNAMIC HT  -        1103.530 (meters)    3620.50  (feet)  COMP
 JJ0204  MODELED GRAV-     979,635.0   (mgal)                       NAVD 88
 JJ0204
 JJ0204  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JJ0204
 JJ0204.The horizontal coordinates were scaled from a topographic map and have
 JJ0204.an estimated accuracy of +/- 6 seconds.
 JJ0204
 JJ0204.The orthometric height was determined by differential leveling
 JJ0204.and adjusted by the National Geodetic Survey in 1992..
 JJ0204.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JJ0204.rate of 0.0 thru 1.0 mm/km.
 JJ0204
 JJ0204.The geoid height was determined by GEOID03.
 JJ0204
 JJ0204.The dynamic height is computed by dividing the NAVD 88
 JJ0204.geopotential number by the normal gravity value computed on the
 JJ0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0204.degrees latitude (g = 980.6199 gals.).
 JJ0204
 JJ0204.The modeled gravity was interpolated from observed gravity values.
 JJ0204
 JJ0204;                    North         East    Units  Estimated Accuracy
 JJ0204;SPC CO S     -   466,290.    1,166,940.      MT  (+/- 180 meters Scaled)
 JJ0204
 JJ0204                          SUPERSEDED SURVEY CONTROL
 JJ0204
 JJ0204  NGVD 29 (??/??/92) 1104.022  (m)         3622.11   (f) ADJ UNCH    1 2
 JJ0204
 JJ0204.Superseded values are not recommended for survey control.
 JJ0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0204.See file dsdata.txt to determine how the superseded data were derived.
 JJ0204
 JJ0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC086181(NAD 83)
 JJ0204_MARKER: DB = BENCH MARK DISK
 JJ0204_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JJ0204_SP_SET: BUILDING
 JJ0204_STAMPING: LAMAR 1933
 JJ0204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0204
 JJ0204  HISTORY     - Date     Condition        Report By
 JJ0204  HISTORY     - 1933     MONUMENTED       CGS
 JJ0204  HISTORY     - 1942     GOOD             NGS
 JJ0204  HISTORY     - 1985     MARK NOT FOUND   NGS
 JJ0204  HISTORY     - 1986     MARK NOT FOUND   NGS
 JJ0204
 JJ0204                          STATION DESCRIPTION
 JJ0204
 JJ0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JJ0204'AT LAMAR.
 JJ0204'AT LAMAR, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF ELM AND
 JJ0204'FIFTH STREETS, AT THE ARMORY, IN THE CORNERSTONE, 0.5 FOOT WEST OF
 JJ0204'THE SOUTHEAST CORNER OF THE BUILDING, AND ABOUT 5 FEET HIGHER THAN
 JJ0204'THE GROUND.  A STANDARD DISK, STAMPED LAMAR 1933 AND SET VERTICALLY.
 JJ0204
 JJ0204                          STATION RECOVERY (1985)
 JJ0204
 JJ0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0204'MARK NOT FOUND.
 JJ0204
 JJ0204                          STATION RECOVERY (1986)
 JJ0204
 JJ0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JJ0204'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0829 ***********************************************************************
 JJ0829  DESIGNATION -  LAMAR
 JJ0829  PID         -  JJ0829
 JJ0829  STATE/COUNTY-  CO/PROWERS
 JJ0829  USGS QUAD   -  LAMAR WEST (1979)
 JJ0829
 JJ0829                         *CURRENT SURVEY CONTROL
 JJ0829  ___________________________________________________________________
 JJ0829* NAD 83(1992)-  38 01 56.55196(N)    102 40 05.12603(W)     ADJUSTED  
 JJ0829* NAVD 88     -      1187.4    (meters)    3896.     (feet)  VERTCON   
 JJ0829  ___________________________________________________________________
 JJ0829  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 JJ0829  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 JJ0829
 JJ0829  HORZ ORDER  -  SECOND
 JJ0829
 JJ0829.The horizontal coordinates were established by classical geodetic methods
 JJ0829.and adjusted by the National Geodetic Survey in January 1993..
 JJ0829
 JJ0829.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0829
 JJ0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0829
 JJ0829.The geoid height was determined by GEOID03.
 JJ0829
 JJ0829;                    North         East     Units Scale Factor Converg.
 JJ0829;SPC CO S     -   460,141.690 1,162,975.838   MT  0.99995136   +1 44 13.3
 JJ0829;SPC CO S     - 1,509,648.19  3,815,529.90   sFT  0.99995136   +1 44 13.3
 JJ0829;UTM  13      - 4,211,973.901   704,659.119   MT  1.00011589   +1 26 13.9
 JJ0829
 JJ0829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0829!SPC CO S     -   0.99981735  x   0.99995136  =   0.99976872
 JJ0829!UTM  13      -   0.99981735  x   1.00011589  =   0.99993322
 JJ0829
 JJ0829:                Primary Azimuth Mark                     Grid Az
 JJ0829:SPC CO S     -  LAMAR RADIO STA KLMR RADIO MST           022 47 45.1
 JJ0829:UTM  13      -  LAMAR RADIO STA KLMR RADIO MST           023 05 44.5
 JJ0829
 JJ0829|---------------------------------------------------------------------|
 JJ0829| PID    Reference Object                     Distance      Geod. Az  |
 JJ0829|                                                           dddmmss.s |
 JJ0829| JJ0824 LAMAR RADIO STA KLMR RADIO MST      APPROX.10.1 KM 0243158.4 |
 JJ0829| JJ0827 LAMAR DES MARTEAU COMM ELEV         APPROX. 7.2 KM 0283443.6 |
 JJ0829| JJ0825 LAMAR CREAMERY STACK                APPROX. 8.2 KM 0355814.3 |
 JJ0829| CM8930 LAMAR AZ MK                                        1781422.6 |
 JJ0829| CM8931 LAMAR RM 1                           19.255 METERS 17959     |
 JJ0829| CM8932 LAMAR RM 2                           16.962 METERS 35953     |
 JJ0829|---------------------------------------------------------------------|
 JJ0829
 JJ0829                          SUPERSEDED SURVEY CONTROL
 JJ0829
 JJ0829  NAD 83(1986)-  38 01 56.54747(N)    102 40 05.11886(W) AD(       ) 2
 JJ0829  NAD 27      -  38 01 56.51520(N)    102 40 03.42173(W) AD(       ) 2
 JJ0829  NGVD 29 (07/19/86) 1186.8    (m)         3894.     (f) VERT ANG       
 JJ0829
 JJ0829.Superseded values are not recommended for survey control.
 JJ0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0829.See file dsdata.txt to determine how the superseded data were derived.
 JJ0829
 JJ0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC0465911974(NAD 83)
 JJ0829_MARKER: DD = SURVEY DISK
 JJ0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0829
 JJ0829  HISTORY     - Date     Condition        Report By
 JJ0829  HISTORY     - 1950     MONUMENTED       USGS
 JJ0829  HISTORY     - 1952     GOOD             USGS
 JJ0829  HISTORY     - 1954     GOOD             USGS
 JJ0829  HISTORY     - 1954     GOOD             CGS
 JJ0829  HISTORY     - 1974     MARK NOT FOUND   NGS
 JJ0829
 JJ0829                          STATION DESCRIPTION
 JJ0829
 JJ0829'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JJ0829'STATION RECOVERED AS DESCRIBED.
 JJ0829
 JJ0829                          STATION RECOVERY (1954)
 JJ0829
 JJ0829'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (WRH)
 JJ0829'STATION IS LOCATED, AIRLINE, ABOUT 5 MILES SOUTHWEST OF LAMAR,
 JJ0829'3 MILES WEST OF U.S. HIGHWAY 287, AND ON THE HIGHEST PART OF A
 JJ0829'PROMINENT SAND HILL WHICH IS THE HIGHEST POINT OF THE AREA OF
 JJ0829'SHIFTING SANDS.  IT IS ALONG A NORTH-SOUTH FENCE LINE AND
 JJ0829'BETWEEN TWO CULTIVATED FIELDS.
 JJ0829'
 JJ0829'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S. HIGHWAYS
 JJ0829'287 AND 50, GO SOUTH ON U.S. HIGHWAY 287 FOR 4.3 MILES TO A
 JJ0829'SIDE ROAD ON THE RIGHT.  TURN RIGHT, WEST, AND GO 1.5 MILES TO A
 JJ0829'RANCH HOUSE ON THE RIGHT.  CONTINUE STRAIGHT AHEAD, WEST, AND
 JJ0829'GO 1.5 MILES TO THE AZIMUTH MARK ON THE LEFT AT A WIRE GATE.
 JJ0829'TURN RIGHT AND GO NORTH ALONG THE EAST SIDE OF THE FENCE LINE
 JJ0829'FOR 0.4 MILE TO THE STATION.
 JJ0829'
 JJ0829'STATION MARK, STAMPED LAMAR 1950, IS A STANDARD USGS BENCH
 JJ0829'MARK DISK SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST THAT
 JJ0829'IS NOW 8 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS IN
 JJ0829'THE FENCE LINE AND 8.0 FEET EAST OF A WITNESS POST.
 JJ0829'
 JJ0829'REFERENCE MARK NUMBER 1, STAMPED LAMAR NO 1 1950, IS A STANDARD
 JJ0829'USGS DISK SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST THAT
 JJ0829'PROJECTS 1 INCH AND IS AT THE SAME ELEVATION AS THE STATION.
 JJ0829'IT IS IN THE FENCE LINE.
 JJ0829'
 JJ0829'REFERENCE MARK NUMBER 2, STAMPED LAMAR USGS NO 2 1954, IS A
 JJ0829'STANDARD USC AND GS DISK SET IN THE TOP OF A 10 INCH SQUARE
 JJ0829'CONCRETE POST THAT PROJECTS 1 INCH AND IS AT THE SAME ELEVATION
 JJ0829'AS THE STATION.  IT IS 10 INCHES SOUTHEAST OF A FENCE POST.
 JJ0829'
 JJ0829'AZIMUTH MARK, STAMPED LAMAR USGS 1954, IS A STANDARD USC AND
 JJ0829'GS DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT
 JJ0829'PROJECTS 1 INCH.  IT IS UNDER THE POWER LINE AND 2.0 FEET
 JJ0829'SOUTHEAST OF THE EAST GATE POST IN THE FENCE LINE.
 JJ0829'
 JJ0829'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JJ0829
 JJ0829                          STATION RECOVERY (1954)
 JJ0829
 JJ0829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 JJ0829'STATION MARK--STANDARD TABLET IN TOP OF 6 X 6 IN. CONCRETE POST
 JJ0829'PROJECTING 4 IN. ABOVE GROUND, STAMPED ---LAMAR 1950---.  POST IS
 JJ0829'JUST E. OF WIRE FENCE IN EXTREMELY SANDY AND WIND BLOWN AREA.
 JJ0829'
 JJ0829'REFERENCE MARKS--NONE.
 JJ0829
 JJ0829                          STATION RECOVERY (1974)
 JJ0829
 JJ0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JN)
 JJ0829'THE STATION WAS SEARCHED FOR, BUT ONLY A MONUMENT WITH A SHEARED
 JJ0829'OFF DISK WAS ALL THAT WAS RECOVERED.  THE REFERENCES WERE NOT
 JJ0829'RECOVERED AND THEREFORE IT WASNT DISCERNIBLE IF THE MONUMENT
 JJ0829'RECOVERED WAS A REFERENCE MARK OR THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0981 ***********************************************************************
 JJ0981  CBN         -  This is a Cooperative Base Network Control Station.
 JJ0981  PACS        -  This is a Primary Airport Control Station.
 JJ0981  DESIGNATION -  LAMAR CBL 0
 JJ0981  PID         -  JJ0981
 JJ0981  STATE/COUNTY-  CO/PROWERS
 JJ0981  USGS QUAD   -  LAMAR WEST (1979)
 JJ0981
 JJ0981                         *CURRENT SURVEY CONTROL
 JJ0981  ___________________________________________________________________
 JJ0981* NAD 83(1992)-  38 04 19.36695(N)    102 41 43.38021(W)     ADJUSTED  
 JJ0981* NAVD 88     -      1122.23   (meters)    3681.8    (feet)  GPS OBS   
 JJ0981  ___________________________________________________________________
 JJ0981  X           -  -1,105,072.186 (meters)                     COMP
 JJ0981  Y           -  -4,905,434.940 (meters)                     COMP
 JJ0981  Z           -   3,912,420.292 (meters)                     COMP
 JJ0981  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 JJ0981  ELLIP HEIGHT-        1099.07  (meters)          (10/21/02) GPS OBS
 JJ0981  GEOID HEIGHT-         -23.13  (meters)                     GEOID03
 JJ0981
 JJ0981  HORZ ORDER  -  B
 JJ0981  ELLP ORDER  -  FIFTH     CLASS I
 JJ0981
 JJ0981.This mark is at Lamar Municipal Airport (LAA)
 JJ0981
 JJ0981.The horizontal coordinates were established by GPS observations
 JJ0981.and adjusted by the National Geodetic Survey in May 1992..
 JJ0981
 JJ0981.The orthometric height was determined by GPS observations and a
 JJ0981.high-resolution geoid model.
 JJ0981
 JJ0981.GPS derived orthometric heights for airport stations designated as
 JJ0981.PACS or SACS are published to 2 decimal places.  This maintains
 JJ0981.centimeter relative accuracy between the PACS and SACS.  It does
 JJ0981.not indicate centimeter accuracy relative to other marks which are
 JJ0981.part of the NAVD 88 network.
 JJ0981
 JJ0981.Photographs are available for this station.
 JJ0981
 JJ0981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JJ0981
 JJ0981.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0981
 JJ0981.The ellipsoidal height was determined by GPS observations
 JJ0981.and is referenced to NAD 83.
 JJ0981
 JJ0981.The geoid height was determined by GEOID03.
 JJ0981
 JJ0981;                    North         East     Units Scale Factor Converg.
 JJ0981;SPC CO S     -   464,470.580 1,160,448.720   MT  0.99995399   +1 43 13.0
 JJ0981;SPC CO S     - 1,523,850.56  3,807,238.84   sFT  0.99995399   +1 43 13.0
 JJ0981;UTM  13      - 4,216,316.612   702,154.250   MT  1.00010334   +1 25 17.9
 JJ0981
 JJ0981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0981!SPC CO S     -   0.99982757  x   0.99995399  =   0.99978157
 JJ0981!UTM  13      -   0.99982757  x   1.00010334  =   0.99993089
 JJ0981
 JJ0981:                Primary Azimuth Mark                     Grid Az
 JJ0981:SPC CO S     -  LAMAR CBL 1400                           178 03 43.8
 JJ0981:UTM  13      -  LAMAR CBL 1400                           178 21 38.9
 JJ0981
 JJ0981|---------------------------------------------------------------------|
 JJ0981| PID    Reference Object                     Distance      Geod. Az  |
 JJ0981|                                                           dddmmss.s |
 JJ0981| AI5929 LAMAR CBL 1400                      APPROX. 1.4 KM 1794656.8 |
 JJ0981| JJ0662 AIRLINE                             APPROX. 0.5 KM 3574029.6 |
 JJ0981|---------------------------------------------------------------------|
 JJ0981
 JJ0981                          SUPERSEDED SURVEY CONTROL
 JJ0981
 JJ0981  NAD 83(1986)-  38 04 19.36168(N)    102 41 43.37426(W) AD(       ) 3
 JJ0981  ELLIP H (05/26/92) 1099.03   (m)                       GP(       ) 4 1
 JJ0981  NGVD 29 (06/11/92) 1121.6    (m)         3680.     (f) GPS OBS        
 JJ0981
 JJ0981.Superseded values are not recommended for survey control.
 JJ0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0981.See file dsdata.txt to determine how the superseded data were derived.
 JJ0981
 JJ0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC0215416317(NAD 83)
 JJ0981_MARKER: DQ = CALIBRATION BASE LINE DISK
 JJ0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0981_SP_SET: CONCRETE POST
 JJ0981_STAMPING: 0 M 1988
 JJ0981_MARK LOGO: NGS   
 JJ0981_MAGNETIC: N = NO MAGNETIC MATERIAL
 JJ0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0981+STABILITY: SURFACE MOTION
 JJ0981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0981+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2000
 JJ0981
 JJ0981  HISTORY     - Date     Condition        Report By
 JJ0981  HISTORY     - 1988     MONUMENTED       NGS
 JJ0981  HISTORY     - 19891106 GOOD             NGS
 JJ0981  HISTORY     - 19910521 GOOD
 JJ0981  HISTORY     - 19960328 GOOD             CODOT
 JJ0981  HISTORY     - 19990422 GOOD             NGS
 JJ0981  HISTORY     - 19991215 GOOD             CODOT
 JJ0981  HISTORY     - 20000726 GOOD             NGS
 JJ0981
 JJ0981                          STATION DESCRIPTION
 JJ0981
 JJ0981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 JJ0981'STATION IS LOCATED ABOUT 7 KM (4.3 MI) WEST-SOUTHWEST OF LAMAR, AT THE
 JJ0981'LAMAR MUNICIPAL AIRPORT, 0.7 KM (0.4 MI) SOUTHWEST OF THE TERMINAL
 JJ0981'BUILDING, ALONG THE WEST PERIMETER FENCE, IN SOUTH CENTRAL SECTION 4,
 JJ0981'T 23 S, R 47 W.  OWNERSHIP--CITY OF LAMAR.  AIRPORT MANAGER IS BILL
 JJ0981'LYDDON.  PHONE IS 719-336-7701.
 JJ0981'TO REACH FROM THE JUNCTION OF US HIGHWAYS 50, 287 AND 385 IN LAMAR, GO
 JJ0981'SOUTH ON HIGHWAYS 287 AND 385 FOR 0.26 KM (0.16 MI) TO A CROSS STREET
 JJ0981'(AT SOUTHWEST CORNER OF THE COURTHOUSE SQUARE).  TURN RIGHT, WEST, ON
 JJ0981'OAK STREET FOR 6.82 KM (4.24 MI) TO A PAVED ROAD LEFT.  TURN LEFT,
 JJ0981'SOUTH, ON COUNTY ROAD 3 FOR 0.86 KM (0.53 MI) TO A ROAD LEFT LEADING
 JJ0981'TO THE AIRPORT AND THE END OF THE PAVEMENT, CONTINUE AHEAD FOR 0.59
 JJ0981'KM (0.37 MI) TO THE STATION ON THE LEFT.
 JJ0981'STATION MARK IS SET IN THE TOP OF A 0.7-M ROUND CONCRETE POST FLUSH
 JJ0981'WITH THE GROUND, IN THE MIDDLE OF THREE CONCRETE TRIPOD LEG POINTS.
 JJ0981'IT IS 19.8 M (65.0 FT) EAST OF THE PERIMETER FENCE, 23.3 M (76.4 FT)
 JJ0981'NORTHEAST OF THE CENTER ONE OF THREE ANGLE IRON FENCE BRACEPOSTS, 1.2
 JJ0981'M (3.9 FT) WEST OF A FIBERGLASS WITNESS POST AND 1.3 M (4.3 FT) SOUTH
 JJ0981'OF A FIBERGLASS WITNESS POST.
 JJ0981'DESCRIBED BY G.R.HEID
 JJ0981
 JJ0981                          STATION RECOVERY (1989)
 JJ0981
 JJ0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (CLN)
 JJ0981'THIS CALIBRATION BASE LINE WAS READJUSTED ON MARCH 7, 1990.  THE
 JJ0981'ORIGINAL ADJUSTMENT (DATED NOVEMBER 2, 1988) WAS MADE USING CALIBRATED
 JJ0981'INVAR TAPES.
 JJ0981' 
 JJ0981'THE BASE LINE IS LOCATED ABOUT 5.6 KM (3.5 MI) WEST OF LAMAR, ABOUT
 JJ0981'6.8 KM (4.25 MI) WEST OF MAIN STREET IN DOWNTOWN LAMAR, AND IS SET
 JJ0981'EAST OF AND APPROXIMATELY PARALLEL TO COUNTY ROAD 3 AT THE LAMAR
 JJ0981'MUNICIPAL AIRPORT.
 JJ0981' 
 JJ0981'THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE
 JJ0981'NORTH END. IT CONSISTS OF THE 0, 150, 430, AND 1400 METER POINTS.  THE
 JJ0981'150 AND 430 METER POINTS ARE OFFSET FROM THE LINE WITH THE 150 METER
 JJ0981'POINT WEST AND THE 430 METER POINT EAST OF THE LINE. THERE IS ALSO A
 JJ0981'DISK SET AT 100 FEET SOUTH OF THE 0 METER POINT TO BE USED FOR TAPE
 JJ0981'CALIBRATION, AND LOCATED IN LINE WITH THE 0 AND 1400 METER POINTS. THE
 JJ0981'BASE LINE IS SET ON THE WEST SIDE OF THE LAMAR MUNICIPAL AIRPORT
 JJ0981'GROUNDS, ALONG COUNTY ROAD 3.
 JJ0981' 
 JJ0981'TO REACH THE BASE LINE FROM THE INTERSECTION OF US HIGHWAY 50 EAST AND
 JJ0981'MAIN STREET IN LAMAR, GO SOUTH ON MAIN STREET FOR 0.2 KM (0.15 MI) TO
 JJ0981'OAK STREET. TURN RIGHT AND GO WEST ON OAK STREET FOR 1.2 KM (0.75 MI)
 JJ0981'TO A BRIDGE OVER AN IRRIGATION DITCH. CONTINUE WEST ON COUNTY ROAD HH
 JJ0981'(OAK ST.) FOR 5.6 KM (3.5 MI) TO COUNTY ROAD 3 ON THE LEFT. TURN LEFT
 JJ0981'AND GO SOUTH ON COUNTY ROAD 3 FOR 0.9 KM (0.55 MI) TO THE INTERSECTION
 JJ0981'OF COUNTY ROAD GG2. CONTINUE SOUTH ON COUNTY ROAD 3 FOR 0.03 KM (0.02
 JJ0981'MI) TO A GATE AND GRAVEL ROAD ON THE LEFT, JUST PAST THE AIRPORT
 JJ0981'BEACON TOWER AND BEFORE REACHING A TANK SAYING, LYDDON FLYING SERVICE.
 JJ0981'TURN LEFT AND GO SOUTHEAST ON THE GRAVEL ROAD, PASSING THROUGH THE
 JJ0981'GATE, FOR 0.03 KM (0.02 MI), THEN BEAR RIGHT AND GO SOUTH ACROSS THE
 JJ0981'PRAIRIE FOR 0.6 KM (0.4 MI) TO THE 0 METER POINT ON THE RIGHT.
 JJ0981' 
 JJ0981'THE 0 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 JJ0981'STAMPED--0 M 1988--, SET INTO THE TOP OF AN 80 CM (31 IN) DIAMETER
 JJ0981'CONCRETE POST FLUSH WITH THE GROUND, 28.7 M (94.2 FT) EAST OF THE
 JJ0981'CENTERLINE OF COUNTY ROAD 3, 19.8 M (65.0 FT) EAST OF A BARBED WIRE
 JJ0981'FENCE, 1.3 M (4.3 FT) WEST OF A WITNESS POST, AND 1.3 M (4.3 FT) SOUTH
 JJ0981'OF A WITNESS POST.
 JJ0981' 
 JJ0981'USER NOTES- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 JJ0981'ELEVATIONS ARE FOR CBL USE ONLY. THE LAMAR MUNICIPAL AIRPORT MANAGER
 JJ0981'SHOULD BE CONTACTED BEFORE CBL USE, TEL (719) 336-9665. NOTE- THE 150
 JJ0981'AND 430 METER POINTS ARE SET OFF LINE AND HORIZONTAL DIRECTIONS FROM
 JJ0981'THE LINE TO THESE POINTS ARE NEEDED TO REDUCE MEASUREMENTS BACK TO THE
 JJ0981'LINE.
 JJ0981' 
 JJ0981'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE COLORADO
 JJ0981'DEPARTMENT OF HIGHWAYS, AND THE CITY OF LAMAR, COLORADO. FOR MORE
 JJ0981'INFORMATION PLEASE CONTACT MR PAUL G GROUT, COLORADO DEPARTMENT OF
 JJ0981'HIGHWAYS, DIVISION OF HIGHWAYS-DISTRICT II, 905 ERIE AVENUE, PO BOX
 JJ0981'536, PUEBLO, COLORADO  81002. TELEPHONE (719) 546-5442.
 JJ0981
 JJ0981                          STATION RECOVERY (1991)
 JJ0981
 JJ0981'RECOVERED 1991
 JJ0981'RECOVERED IN GOOD CONDITION.
 JJ0981
 JJ0981                          STATION RECOVERY (1996)
 JJ0981
 JJ0981'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (JRZ)
 JJ0981'RECOVERED AS DESCRIBED.  STATION IS LOCATED ABOUT 7 KM (4.35 MI)
 JJ0981'WEST-SOUTHWEST OF LAMAR, AT THE LAMAR MUNICIPAL AIRPORT, 0.7 KM (0.43
 JJ0981'MI) SOUTHWEST OF THE TERMINAL BUILDING, ALONG THE WEST PERIMETER
 JJ0981'FENCE.  TO REACH FROM THE JUNCTIONS OF US HIGHWAYS 50,287 AND 385 IN
 JJ0981'LAMAY, GO SOUTH ON HIGHWAY 287 0.26 KM (0.16 MI) TO A CROSS STREET AT
 JJ0981'THE SOUTHWEST CORNER OF THE COURTHOUSE SQUARE.  TURN RIGHT ON OAK
 JJ0981'STREET FOR 6.82 KM (4.24 MI) TO A PAVED ROAD LEFT.  TURN LEFT ON
 JJ0981'COUNTY ROAD 3 FOR 0.86 KM (0.53 MI) TO A ROAD LEFT LEADING TO THE
 JJ0981'AIRPORT.  AT THE END OF THE PAVEMENT, CONTINUE AHEAD FOR 0.59 KM (0.37
 JJ0981'MI) TO THE STATION ON THE LEFT.  STATION MARK IS SET IN THE TOP OF A
 JJ0981'0.7 M (2.30 FT) ROUND CONCRETE POST FLUSH WITH THE GROUND, IN THE
 JJ0981'MIDDLE OF THREE CONCRETE TRIPOD LEG POINTS.  RECOVERED IN MARCH 1996
 JJ0981'IN GOOD CONDITION.
 JJ0981
 JJ0981                          STATION RECOVERY (1999)
 JJ0981
 JJ0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 JJ0981'THE STATION IS LOCATED ABOUT 4.3 MI (6.9 KM) WEST-SOUTHWEST OF LAMAR,
 JJ0981'1.3 MI (2.1 KM) SOUTH OF THE ARKANSAS RIVER AND AT THE LAMAR MUNICIPAL
 JJ0981'AIRPORT, IN THE SOUTH CENTRAL PART OF SECTION 4, T 23 S, R 47 W.
 JJ0981'ACCESS TO THE AIRPORT IS NOT CONTROLLED.  PERMISSION TO USE THIS
 JJ0981'STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER. OWNERSHIP--LAMAR
 JJ0981'MUNICIPAL AIRPORT, 102 WEST PERMENTER, LAMAR, CO 81052.  AIRPORT
 JJ0981'MANAGER--MR.  BILL THRAILKILL, TELEPHONE--719-336-3326
 JJ0981'TO REACH THE STATION FROM THE INTERSECTION OF OAK STREET (COUNTY ROAD
 JJ0981'HH) AND MAIN STREET (U.S.  HIGHWAY 287) IN LAMAR, GO WEST ON OAK
 JJ0981'STREET FOR 4.1 MI (6.6 KM) TO A SIDE ROAD LEFT, COUNTY ROAD 3.  TURN
 JJ0981'LEFT, SOUTH, FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF COUNTY ROAD
 JJ0981'GG.2.  TURN LEFT, EAST, ON COUNTY ROAD GG.2 FOR 0.15 MI (0.24 KM) TO
 JJ0981'THE PARKING LOT FOR THE TERMINAL.  CONTACT THE AIRPORT MANAGER FOR
 JJ0981'PERMISSION TO ENTER THE FLIGHT OPERATIONS AREA.  TO REACH THE STATION
 JJ0981'FROM THE INTERSECTION OF COUNTY ROAD 3 AND COUNTY ROAD GG.2 (ENTRANCE
 JJ0981'TO THE AIRPORT) , GO SOUTH ON COUNTY ROAD 3 FOR 0.02 MI (0.03 KM) TO A
 JJ0981'GATE AND GRAVEL ROAD ON THE LEFT.  TURN LEFT, SOUTHEAST, ON THE GRAVEL
 JJ0981'ROAD FOR 0.02 MI, (0.03 KM) THAN BEAR RIGHT, SOUTH, ACROSS THE PRAIRIE
 JJ0981'FOR 0.4 MI (0.6 KM) TO THE STATION
 JJ0981'THE MARK IS A CALIBRATION BASELINE DISK SET INTO THE TOP OF A ROUND 60
 JJ0981'CM CONCRETE POST AND 2 M (6.6 FT) DEEP, FLUSH WITH THE GROUND, IN THE
 JJ0981'MIDDLE OF THREE CONCRETE LEG POINTS.  IT IS 23.4 M (76.8 FT)
 JJ0981'NORTH-NORTHEAST FROM A DOUBLE IRON BRACE POST, 19.75 M (64.80 FT) EAST
 JJ0981'FROM THE RIGHT-OF-WAY FENCE, 1.35 M (4.43 FT) SOUTH FROM A WITNESS
 JJ0981'POST AND 1.15 M (3.77 FT) WEST FROM A WITNESS POST.  THIS STATION IS
 JJ0981'DESIGNATED A PRIMARY AIRPORT CONTROL STATION FOR THE ANA PROJECT.
 JJ0981
 JJ0981                          STATION RECOVERY (1999)
 JJ0981
 JJ0981'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1999
 JJ0981'RECOVERED AS DESCRIBED.
 JJ0981'
 JJ0981
 JJ0981                          STATION RECOVERY (2000)
 JJ0981
 JJ0981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 JJ0981'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5929 ***********************************************************************
 AI5929  SACS        -  This is a Secondary Airport Control Station.
 AI5929  DESIGNATION -  LAMAR CBL 1400
 AI5929  PID         -  AI5929
 AI5929  STATE/COUNTY-  CO/PROWERS
 AI5929  USGS QUAD   -  LAMAR WEST (1979)
 AI5929
 AI5929                         *CURRENT SURVEY CONTROL
 AI5929  ___________________________________________________________________
 AI5929* NAD 83(1992)-  38 03 33.96889(N)    102 41 43.16220(W)     ADJUSTED  
 AI5929* NAVD 88     -      1128.83   (meters)    3703.5    (feet)  GPS OBS   
 AI5929  ___________________________________________________________________
 AI5929  X           -  -1,105,257.848 (meters)                     COMP
 AI5929  Y           -  -4,906,283.281 (meters)                     COMP
 AI5929  Z           -   3,911,322.164 (meters)                     COMP
 AI5929  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 AI5929  ELLIP HEIGHT-        1105.70  (meters)          (10/21/02) GPS OBS
 AI5929  GEOID HEIGHT-         -23.12  (meters)                     GEOID03
 AI5929
 AI5929  HORZ ORDER  -  FIRST
 AI5929  ELLP ORDER  -  FIFTH     CLASS I
 AI5929
 AI5929.This mark is at Lamar Municipal Airport (LAA)
 AI5929
 AI5929.The horizontal coordinates were established by GPS observations
 AI5929.and adjusted by the National Geodetic Survey in June 2000..
 AI5929
 AI5929.The orthometric height was determined by GPS observations and a
 AI5929.high-resolution geoid model.
 AI5929
 AI5929.GPS derived orthometric heights for airport stations designated as
 AI5929.PACS or SACS are published to 2 decimal places.  This maintains
 AI5929.centimeter relative accuracy between the PACS and SACS.  It does
 AI5929.not indicate centimeter accuracy relative to other marks which are
 AI5929.part of the NAVD 88 network.
 AI5929
 AI5929.Photographs are available for this station.
 AI5929
 AI5929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5929
 AI5929.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5929
 AI5929.The ellipsoidal height was determined by GPS observations
 AI5929.and is referenced to NAD 83.
 AI5929
 AI5929.The geoid height was determined by GEOID03.
 AI5929
 AI5929;                    North         East     Units Scale Factor Converg.
 AI5929;SPC CO S     -   463,071.690 1,160,496.050   MT  0.99995310   +1 43 13.2
 AI5929;SPC CO S     - 1,519,261.04  3,807,394.12   sFT  0.99995310   +1 43 13.2
 AI5929;UTM  13      - 4,214,917.285   702,194.289   MT  1.00010354   +1 25 16.6
 AI5929
 AI5929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5929!SPC CO S     -   0.99982653  x   0.99995310  =   0.99977964
 AI5929!UTM  13      -   0.99982653  x   1.00010354  =   0.99993005
 AI5929
 AI5929:                Primary Azimuth Mark                     Grid Az
 AI5929:SPC CO S     -  LAMAR CBL 0                              358 03 43.8
 AI5929:UTM  13      -  LAMAR CBL 0                              358 21 40.4
 AI5929
 AI5929|---------------------------------------------------------------------|
 AI5929| PID    Reference Object                     Distance      Geod. Az  |
 AI5929|                                                           dddmmss.s |
 AI5929| JJ0981 LAMAR CBL 0                         APPROX. 1.4 KM 3594657.0 |
 AI5929|---------------------------------------------------------------------|
 AI5929
 AI5929                          SUPERSEDED SURVEY CONTROL
 AI5929
 AI5929  ELLIP H (06/30/00) 1105.66   (m)                       GP(       ) 1 1
 AI5929
 AI5929.Superseded values are not recommended for survey control.
 AI5929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5929.See file dsdata.txt to determine how the superseded data were derived.
 AI5929
 AI5929_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC0219414917(NAD 83)
 AI5929_MARKER: DQ = CALIBRATION BASE LINE DISK
 AI5929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5929_STAMPING: 1400 M 1988
 AI5929_MARK LOGO: NGS   
 AI5929_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5929+STABILITY: SURFACE MOTION
 AI5929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5929+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2000
 AI5929
 AI5929  HISTORY     - Date     Condition        Report By
 AI5929  HISTORY     - 1988     MONUMENTED       NGS
 AI5929  HISTORY     - 19891106 GOOD             NGS
 AI5929  HISTORY     - 20000726 GOOD             NGS
 AI5929
 AI5929                          STATION DESCRIPTION
 AI5929
 AI5929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 (RSC)
 AI5929'THE STATION IS LOCATED ABOUT 4.3 MI (6.9 KM) WEST-SOUTHWEST OF LAMAR,
 AI5929'1.3 MI (2.1 KM) SOUTH OF THE ARKANSAS RIVER AND AT THE LAMAR MUNICIPAL
 AI5929'AIRPORT, IN THE SOUTH CENTRAL 1/4 OF SECTION 9, T 23 S, R 47 W.
 AI5929'ACCESS TO THE AIRPORT IS NOT CONTROLLED.  PERMISSION TO USE THIS
 AI5929'STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER. OWNERSHIP--LAMAR
 AI5929'MUNICIPAL AIRPORT, 102 WEST PERMENTER, LAMAR, CO 81052.  AIRPORT
 AI5929'MANAGER--MR.  BILL THRAILKILL, TELEPHONE--719-336-3326
 AI5929'TO REACH THE STATION FROM THE INTERSECTION OF OAK STREET (COUNTY ROAD
 AI5929'HH) AND MAIN STREET (U.S.  HIGHWAY 287) IN LAMAR, GO WEST ON OAK
 AI5929'STREET FOR 4.1 MI (6.6 KM) TO A SIDE ROAD LEFT, COUNTY ROAD 3.  TURN
 AI5929'LEFT, SOUTH, FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF COUNTY ROAD
 AI5929'GG.2.  TURN LEFT, EAST, ON COUNTY ROAD GG.2 FOR 0.15 MI (0.24 KM) TO
 AI5929'THE PARKING LOT FOR THE TERMINAL.  CONTACT THE AIRPORT MANAGER FOR
 AI5929'PERMISSION TO ENTER THE FLIGHT OPERATIONS AREA.  TO REACH THE STATION
 AI5929'FROM THE INTERSECTION OF COUNTY ROAD 3 AND COUNTY ROAD GG.2 (ENTRANCE
 AI5929'TO THE AIRPORT) , GO SOUTH ON COUNTY ROAD 3 FOR 0.02 MI (0.03 KM) TO A
 AI5929'GATE AND GRAVEL ROAD ON THE LEFT.  TURN LEFT, SOUTHEAST, ON THE GRAVEL
 AI5929'ROAD FOR 0.02 MI, (0.03 KM) THAN BEAR RIGHT, SOUTH, ACROSS THE PRAIRIE
 AI5929'FOR 0.4 MI (0.6 KM) TO THE 0-METER POINT.  CONTINUE AHEAD, SOUTH, FOR
 AI5929'0.85 MI (1.37 KM) TO THE STATION
 AI5929'THE MARK IS A CALIBRATION BASELINE DISK SET INTO THE TOP OF A ROUND 80
 AI5929'CM CONCRETE POST AND 2 M (6.6 FT) DEEP, FLUSH WITH THE GROUND, IN THE
 AI5929'MIDDLE OF THREE CONCRETE LEG POINTS.  IT IS 85.6 M (280.8 FT) WEST
 AI5929'FROM THE WEST EDGE OF TAXIWAY A, 39.8 M (130.6 FT) SOUTH-SOUTHEAST
 AI5929'FROM THE SOUTHWEST CORNER OF A PUMP HOUSE, 25.2 M (82.7 FT) SOUTHEAST
 AI5929'FROM A POWER POLE WITH TWO GUY WIRES, 18.4 M (60.4 FT) EAST FROM THE
 AI5929'WESTERN RIGHT-OF-WAY FENCE, 1.45 M (4.76 FT) NORTH-NORTHWEST FROM A
 AI5929'WITNESS POST AND 1.25 M (4.10 FT) EAST FROM A WITNESS POST.  THIS
 AI5929'STATION IS DESIGNATED A SECONDARY STATION FOR THE ANA PROJECT.
 AI5929
 AI5929                          STATION RECOVERY (1989)
 AI5929
 AI5929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (CLN)
 AI5929'THIS CALIBRATION BASE LINE WAS READJUSTED ON MARCH 7, 1990.  THE
 AI5929'ORIGINAL ADJUSTMENT (DATED NOVEMBER 2, 1988) WAS MADE USING CALIBRATED
 AI5929'INVAR TAPES.
 AI5929' 
 AI5929'THE BASE LINE IS LOCATED ABOUT 5.6 KM (3.5 MI) WEST OF LAMAR, ABOUT
 AI5929'6.8 KM (4.25 MI) WEST OF MAIN STREET IN DOWNTOWN LAMAR, AND IS SET
 AI5929'EAST OF AND APPROXIMATELY PARALLEL TO COUNTY ROAD 3 AT THE LAMAR
 AI5929'MUNICIPAL AIRPORT.
 AI5929' 
 AI5929'THE BASE LINE IS A NORTH-SOUTH LINE WITH THE 0 METER POINT ON THE
 AI5929'NORTH END. IT CONSISTS OF THE 0, 150, 430, AND 1400 METER POINTS.  THE
 AI5929'150 AND 430 METER POINTS ARE OFFSET FROM THE LINE WITH THE 150 METER
 AI5929'POINT WEST AND THE 430 METER POINT EAST OF THE LINE. THERE IS ALSO A
 AI5929'DISK SET AT 100 FEET SOUTH OF THE 0 METER POINT TO BE USED FOR TAPE
 AI5929'CALIBRATION, AND LOCATED IN LINE WITH THE 0 AND 1400 METER POINTS. THE
 AI5929'BASE LINE IS SET ON THE WEST SIDE OF THE LAMAR MUNICIPAL AIRPORT
 AI5929'GROUNDS, ALONG COUNTY ROAD 3.
 AI5929' 
 AI5929'TO REACH THE BASE LINE FROM THE INTERSECTION OF US HIGHWAY 50 EAST AND
 AI5929'MAIN STREET IN LAMAR, GO SOUTH ON MAIN STREET FOR 0.2 KM (0.15 MI) TO
 AI5929'OAK STREET. TURN RIGHT AND GO WEST ON OAK STREET FOR 1.2 KM (0.75 MI)
 AI5929'TO A BRIDGE OVER AN IRRIGATION DITCH. CONTINUE WEST ON COUNTY ROAD HH
 AI5929'(OAK ST.) FOR 5.6 KM (3.5 MI) TO COUNTY ROAD 3 ON THE LEFT. TURN LEFT
 AI5929'AND GO SOUTH ON COUNTY ROAD 3 FOR 0.9 KM (0.55 MI) TO THE INTERSECTION
 AI5929'OF COUNTY ROAD GG2. CONTINUE SOUTH ON COUNTY ROAD 3 FOR 0.03 KM (0.02
 AI5929'MI) TO A GATE AND GRAVEL ROAD ON THE LEFT, JUST PAST THE AIRPORT
 AI5929'BEACON TOWER AND BEFORE REACHING A TANK SAYING, LYDDON FLYING SERVICE.
 AI5929'TURN LEFT AND GO SOUTHEAST ON THE GRAVEL ROAD, PASSING THROUGH THE
 AI5929'GATE, FOR 0.03 KM (0.02 MI), THEN BEAR RIGHT AND GO SOUTH ACROSS THE
 AI5929'PRAIRIE FOR 0.6 KM (0.4 MI) TO THE 0 METER POINT ON THE RIGHT.
 AI5929' 
 AI5929'THE 1400 METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 AI5929'STAMPED--1400 M 1988--, SET INTO THE TOP OF AN 80 CM (31 IN) DIAMETER
 AI5929'CONCRETE POST FLUSH WITH THE GROUND, 39.8 M (130.6 FT) SOUTH OF THE
 AI5929'SOUTHEAST CORNER OF A CINDER-BLOCK PUMP STATION, 27.3 M (89.6 FT) EAST
 AI5929'OF THE CENTERLINE OF COUNTY ROAD 3, 18.4 M (60.4 FT) EAST OF A BARBED
 AI5929'WIRE FENCE, 1.45 M (4.6 FT) NORTH OF A WITNESS POST, AND 1.3 M (4.3
 AI5929'FT) EAST OF A WITNESS POST.
 AI5929' 
 AI5929'USER NOTES- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 AI5929'ELEVATIONS ARE FOR CBL USE ONLY. THE LAMAR MUNICIPAL AIRPORT MANAGER
 AI5929'SHOULD BE CONTACTED BEFORE CBL USE, TEL (719) 336-9665. NOTE- THE 150
 AI5929'AND 430 METER POINTS ARE SET OFF LINE AND HORIZONTAL DIRECTIONS FROM
 AI5929'THE LINE TO THESE POINTS ARE NEEDED TO REDUCE MEASUREMENTS BACK TO THE
 AI5929'LINE.
 AI5929' 
 AI5929'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE COLORADO
 AI5929'DEPARTMENT OF HIGHWAYS, AND THE CITY OF LAMAR, COLORADO. FOR MORE
 AI5929'INFORMATION PLEASE CONTACT MR PAUL G GROUT, COLORADO DEPARTMENT OF
 AI5929'HIGHWAYS, DIVISION OF HIGHWAYS-DISTRICT II, 905 ERIE AVENUE, PO BOX
 AI5929'536, PUEBLO, COLORADO  81002. TELEPHONE (719) 546-5442.
 AI5929
 AI5929                          STATION RECOVERY (2000)
 AI5929
 AI5929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL)
 AI5929'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0825 ***********************************************************************
 JJ0825  DESIGNATION -  LAMAR CREAMERY STACK
 JJ0825  PID         -  JJ0825
 JJ0825  STATE/COUNTY-  CO/PROWERS
 JJ0825  USGS QUAD   -  LAMAR EAST (1979)
 JJ0825
 JJ0825                         *CURRENT SURVEY CONTROL
 JJ0825  ___________________________________________________________________
 JJ0825* NAD 83(1992)-  38 05 31.66861(N)    102 36 47.53689(W)     ADJUSTED  
 JJ0825* NAVD 88     -                                                        
 JJ0825  ___________________________________________________________________
 JJ0825  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 JJ0825  GEOID HEIGHT-         -23.26  (meters)                     GEOID03
 JJ0825
 JJ0825  HORZ ORDER  -  THIRD
 JJ0825
 JJ0825.The horizontal coordinates were established by classical geodetic methods
 JJ0825.and adjusted by the National Geodetic Survey in January 1993..
 JJ0825
 JJ0825
 JJ0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0825
 JJ0825.The geoid height was determined by GEOID03.
 JJ0825
 JJ0825;                    North         East     Units Scale Factor Converg.
 JJ0825;SPC CO S     -   466,918.309 1,167,587.052   MT  0.99995550   +1 46 14.5
 JJ0825;SPC CO S     - 1,531,881.15  3,830,658.52   sFT  0.99995550   +1 46 14.5
 JJ0825;UTM  13      - 4,218,727.561   709,306.416   MT  1.00013958   +1 28 22.9
 JJ0825
 JJ0825                          SUPERSEDED SURVEY CONTROL
 JJ0825
 JJ0825  NAD 83(1986)-  38 05 31.66450(N)    102 36 47.53000(W) AD(       ) 4
 JJ0825  NAD 27      -  38 05 31.63573(N)    102 36 45.83911(W) AD(       ) 3
 JJ0825
 JJ0825.Superseded values are not recommended for survey control.
 JJ0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0825.See file dsdata.txt to determine how the superseded data were derived.
 JJ0825
 JJ0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC0930618728(NAD 83)
 JJ0825_MARKER: 63 = STACK
 JJ0825
 JJ0825  HISTORY     - Date     Condition        Report By
 JJ0825  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0825  HISTORY     - 1974     SEE DESCRIPTION  NGS
 JJ0825
 JJ0825                          STATION DESCRIPTION
 JJ0825
 JJ0825'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0825'STATION IS LOCATED IN LAMAR ABOUT 1 BLOCK NORTH OF THE
 JJ0825'RAILROAD TRACKS AND 5 BLOCKS EAST OF MAIN STREET.  THE STACK
 JJ0825'IS AT THE OLD CREAMERY THAT IS LEASED BY THE JACKSON CARTAGE
 JJ0825'COMPANY.  IT IS ABOUT 100 FEET IN HEIGHT AND CONSTRUCTED OF
 JJ0825'CONCRETE.  THE CENTER OF TOP OF STACK WAS INTERSECTED.
 JJ0825
 JJ0825                          STATION RECOVERY (1974)
 JJ0825
 JJ0825'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JN)
 JJ0825'THE STATION WAS DESTROYED IN 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0827 ***********************************************************************
 JJ0827  DESIGNATION -  LAMAR DES MARTEAU COMM ELEV
 JJ0827  PID         -  JJ0827
 JJ0827  STATE/COUNTY-  CO/PROWERS
 JJ0827  USGS QUAD   -  LAMAR WEST (1979)
 JJ0827
 JJ0827                         *CURRENT SURVEY CONTROL
 JJ0827  ___________________________________________________________________
 JJ0827* NAD 83(1992)-  38 05 22.33176(N)    102 37 43.27667(W)     ADJUSTED  
 JJ0827* NAVD 88     -                                                        
 JJ0827  ___________________________________________________________________
 JJ0827  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 JJ0827  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 JJ0827
 JJ0827  HORZ ORDER  -  THIRD
 JJ0827
 JJ0827.The horizontal coordinates were established by classical geodetic methods
 JJ0827.and adjusted by the National Geodetic Survey in January 1993..
 JJ0827
 JJ0827
 JJ0827.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0827
 JJ0827.The geoid height was determined by GEOID03.
 JJ0827
 JJ0827;                    North         East     Units Scale Factor Converg.
 JJ0827;SPC CO S     -   466,588.722 1,166,238.374   MT  0.99995530   +1 45 40.3
 JJ0827;SPC CO S     - 1,530,799.83  3,826,233.73   sFT  0.99995530   +1 45 40.3
 JJ0827;UTM  13      - 4,218,404.929   707,955.799   MT  1.00013264   +1 27 48.1
 JJ0827
 JJ0827                          SUPERSEDED SURVEY CONTROL
 JJ0827
 JJ0827  NAD 83(1986)-  38 05 22.32764(N)    102 37 43.26953(W) AD(       ) 4
 JJ0827  NAD 27      -  38 05 22.29778(N)    102 37 41.57499(W) AD(       ) 3
 JJ0827
 JJ0827.Superseded values are not recommended for survey control.
 JJ0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0827.See file dsdata.txt to determine how the superseded data were derived.
 JJ0827
 JJ0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC0795618405(NAD 83)
 JJ0827_MARKER: 65 = GRAIN ELEVATOR
 JJ0827
 JJ0827  HISTORY     - Date     Condition        Report By
 JJ0827  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0827  HISTORY     - 1974     GOOD             NGS
 JJ0827
 JJ0827                          STATION DESCRIPTION
 JJ0827
 JJ0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0827'STATION IS LOCATED IN LAMAR ON THE SOUTH SIDE OF THE RAILROAD
 JJ0827'TRACKS.  THE ELEVATOR CONSISTS OF A GROUP OF CYLINDRICAL
 JJ0827'SHAPED CONCRETE BINS THAT ARE 103 FEET IN HEIGHT.  A HEADHOUSE,
 JJ0827'THAT IS 80 FEET IN HEIGHT SITS ON TOP OF THE BINS.  THE CENTER
 JJ0827'OF THE HEADHOUSE WAS INTERSECTED.
 JJ0827
 JJ0827                          STATION RECOVERY (1974)
 JJ0827
 JJ0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JN)
 JJ0827'THE STATION WAS RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0824 ***********************************************************************
 JJ0824  DESIGNATION -  LAMAR RADIO STA KLMR RADIO MST
 JJ0824  PID         -  JJ0824
 JJ0824  STATE/COUNTY-  CO/PROWERS
 JJ0824  USGS QUAD   -  LAMAR EAST (1979)
 JJ0824
 JJ0824                         *CURRENT SURVEY CONTROL
 JJ0824  ___________________________________________________________________
 JJ0824* NAD 83(1992)-  38 06 53.24102(N)    102 37 13.70875(W)     ADJUSTED  
 JJ0824* NAVD 88     -      1105.     (meters)    3625.     (feet)  VERTCON   
 JJ0824  ___________________________________________________________________
 JJ0824  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 JJ0824  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 JJ0824
 JJ0824  HORZ ORDER  -  THIRD
 JJ0824
 JJ0824.The horizontal coordinates were established by classical geodetic methods
 JJ0824.and adjusted by the National Geodetic Survey in January 1993..
 JJ0824
 JJ0824.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0824
 JJ0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0824
 JJ0824.The geoid height was determined by GEOID03.
 JJ0824
 JJ0824;                    North         East     Units Scale Factor Converg.
 JJ0824;SPC CO S     -   469,412.438 1,166,872.128   MT  0.99995736   +1 45 58.5
 JJ0824;SPC CO S     - 1,540,063.97  3,828,312.97   sFT  0.99995736   +1 45 58.5
 JJ0824;UTM  13      - 4,221,225.819   708,604.317   MT  1.00013597   +1 28 09.4
 JJ0824
 JJ0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0824!SPC CO S     -   0.99983036  x   0.99995736  =   0.99978772
 JJ0824!UTM  13      -   0.99983036  x   1.00013597  =   0.99996630
 JJ0824
 JJ0824                          SUPERSEDED SURVEY CONTROL
 JJ0824
 JJ0824  NAD 83(1986)-  38 06 53.23684(N)    102 37 13.70238(W) AD(       ) 4
 JJ0824  NAD 27      -  38 06 53.20511(N)    102 37 12.00245(W) AD(       ) 3
 JJ0824  NGVD 29 (07/19/86) 1104.     (m)         3622.     (f) VERT ANG       
 JJ0824
 JJ0824.Superseded values are not recommended for survey control.
 JJ0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0824.See file dsdata.txt to determine how the superseded data were derived.
 JJ0824
 JJ0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC0860421226(NAD 83)
 JJ0824_MARKER: 42 = RADIO/TV MAST
 JJ0824
 JJ0824  HISTORY     - Date     Condition        Report By
 JJ0824  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0824  HISTORY     - 1954     GOOD             NGS
 JJ0824  HISTORY     - 1974     GOOD             NGS
 JJ0824  HISTORY     - 1981     GOOD             NGS
 JJ0824
 JJ0824                          STATION DESCRIPTION
 JJ0824
 JJ0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0824'STATION IS LOCATED ABOUT 1.0 MILE NORTH OF THE CENTER OF LAMAR
 JJ0824'ON THE SOUTH SIDE OF U.S. HIGHWAY 50.  IT IS A FOUR LEGGED STEEL
 JJ0824'STRUCTURE THAT IS ALTERNATELY PAINTED ORANGE AND WHITE.  THE
 JJ0824'TOP OF THE RADIO MAST IS 387 FEET ABOVE THE GROUND.  THE CENTER
 JJ0824'OF THE MAST WAS INTERSECTED.
 JJ0824
 JJ0824                          STATION RECOVERY (1954)
 JJ0824
 JJ0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JJ0824'STATION MARK--CENTER OF MAST WAS INTERSECTED.
 JJ0824'
 JJ0824'REFERENCE MARKS--NONE.
 JJ0824
 JJ0824                          STATION RECOVERY (1974)
 JJ0824
 JJ0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JN)
 JJ0824'STATION WAS RECOVERED AS DESCRIBED.
 JJ0824
 JJ0824                          STATION RECOVERY (1981)
 JJ0824
 JJ0824'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RMM)
 JJ0824'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JJ0824'
 JJ0824'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE NORTH OF
 JJ0824'LAMAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3855 ***********************************************************************
 DH3855  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3855  DESIGNATION -  LAMARARPT_CO2004 CORS ARP
 DH3855  CORS_ID     -  P040
 DH3855  PID         -  DH3855
 DH3855  STATE/COUNTY-  CO/PROWERS
 DH3855  USGS QUAD   -  LAMAR WEST (1979)
 DH3855
 DH3855                         *CURRENT SURVEY CONTROL
 DH3855  ___________________________________________________________________
 DH3855* NAD 83(CORS)-  38 04 17.37585(N)    102 41 13.08478(W)     ADJUSTED  
 DH3855* NAVD 88     -                                                        
 DH3855  ___________________________________________________________________
 DH3855  EPOCH DATE  -        2002.00
 DH3855  X           -  -1,104,360.781 (meters)                     COMP
 DH3855  Y           -  -4,905,637.614 (meters)                     COMP
 DH3855  Z           -   3,912,374.747 (meters)                     COMP
 DH3855  ELLIP HEIGHT-        1103.60  (meters)          (06/??/05) GPS OBS
 DH3855  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 DH3855
 DH3855  HORZ ORDER  -  SPECIAL (CORS)
 DH3855  ELLP ORDER  -  SPECIAL (CORS)
 DH3855
 DH3855.ITRF positions are available for this station.
 DH3855.The coordinates were established by GPS observations
 DH3855.and adjusted by the National Geodetic Survey in June 2005..
 DH3855.The coordinates are valid at the epoch date displayed above.
 DH3855.The epoch date for horizontal control is a decimal equivalence
 DH3855.of Year/Month/Day.
 DH3855
 DH3855
 DH3855.The PID for the CORS L1 Phase Center is DH3856.
 DH3855
 DH3855.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3855
 DH3855.The ellipsoidal height was determined by GPS observations
 DH3855.and is referenced to NAD 83.
 DH3855
 DH3855.The geoid height was determined by GEOID03.
 DH3855
 DH3855;                    North         East     Units Scale Factor Converg.
 DH3855;SPC CO S     -   464,431.419 1,161,188.622   MT  0.99995395   +1 43 31.6
 DH3855;SPC CO S     - 1,523,722.08  3,809,666.34   sFT  0.99995395   +1 43 31.6
 DH3855
 DH3855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3855!SPC CO S     -   0.99982686  x   0.99995395  =   0.99978082
 DH3855
 DH3855                          SUPERSEDED SURVEY CONTROL
 DH3855
 DH3855.No superseded survey control is available for this station.
 DH3855
 DH3855_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC0289416274(NAD 83)
 DH3855_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH3855
 DH3855                          STATION DESCRIPTION
 DH3855
 DH3855'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH3855'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3855'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3855'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3855'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3855'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3856 ***********************************************************************
 DH3856  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH3856  DESIGNATION -  LAMARARPT_CO2004 CORS L1 PHASE CENTER
 DH3856  CORS_ID     -  P040
 DH3856  PID         -  DH3856
 DH3856  STATE/COUNTY-  CO/PROWERS
 DH3856  USGS QUAD   -  LAMAR WEST (1979)
 DH3856
 DH3856                         *CURRENT SURVEY CONTROL
 DH3856  ___________________________________________________________________
 DH3856* NAD 83(CORS)-  38 04 17.37589(N)    102 41 13.08476(W)     ADJUSTED  
 DH3856* NAVD 88     -                                                        
 DH3856  ___________________________________________________________________
 DH3856  EPOCH DATE  -        2002.00
 DH3856  X           -  -1,104,360.799 (meters)                     COMP
 DH3856  Y           -  -4,905,637.697 (meters)                     COMP
 DH3856  Z           -   3,912,374.816 (meters)                     COMP
 DH3856  ELLIP HEIGHT-        1103.71  (meters)          (06/??/05) GPS OBS
 DH3856  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 DH3856
 DH3856  HORZ ORDER  -  SPECIAL (CORS)
 DH3856  ELLP ORDER  -  SPECIAL (CORS)
 DH3856
 DH3856.ITRF positions are available for this station.
 DH3856.The coordinates were established by GPS observations
 DH3856.and adjusted by the National Geodetic Survey in June 2005..
 DH3856.The coordinates are valid at the epoch date displayed above.
 DH3856.The epoch date for horizontal control is a decimal equivalence
 DH3856.of Year/Month/Day.
 DH3856
 DH3856
 DH3856.The PID for the CORS ARP is DH3855.
 DH3856
 DH3856.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH3856
 DH3856.The ellipsoidal height was determined by GPS observations
 DH3856.and is referenced to NAD 83.
 DH3856
 DH3856.The geoid height was determined by GEOID03.
 DH3856
 DH3856;                    North         East     Units Scale Factor Converg.
 DH3856;SPC CO S     -   464,431.420 1,161,188.622   MT  0.99995395   +1 43 31.6
 DH3856;SPC CO S     - 1,523,722.08  3,809,666.34   sFT  0.99995395   +1 43 31.6
 DH3856
 DH3856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3856!SPC CO S     -   0.99982684  x   0.99995395  =   0.99978080
 DH3856
 DH3856                          SUPERSEDED SURVEY CONTROL
 DH3856
 DH3856.No superseded survey control is available for this station.
 DH3856
 DH3856_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC0289416274(NAD 83)
 DH3856_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH3856
 DH3856                          STATION DESCRIPTION
 DH3856
 DH3856'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH3856'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DH3856'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3856'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3856'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3856'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH3857 ***********************************************************************
 DH3857  DESIGNATION -  LAMARARPT_CO2004 GRP
 DH3857  PID         -  DH3857
 DH3857  STATE/COUNTY-  CO/PROWERS
 DH3857  USGS QUAD   -  LAMAR WEST (1979)
 DH3857
 DH3857                         *CURRENT SURVEY CONTROL
 DH3857  ___________________________________________________________________
 DH3857* NAD 83(CORS)-  38 04 17.37585(N)    102 41 13.08478(W)     ADJUSTED  
 DH3857* NAVD 88     -                                                        
 DH3857  ___________________________________________________________________
 DH3857  EPOCH DATE  -        2002.00
 DH3857  X           -  -1,104,360.779 (meters)                     COMP
 DH3857  Y           -  -4,905,637.606 (meters)                     COMP
 DH3857  Z           -   3,912,374.741 (meters)                     COMP
 DH3857  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 DH3857  ELLIP HEIGHT-        1103.59  (meters)          (06/??/05) GPS OBS
 DH3857  GEOID HEIGHT-         -23.14  (meters)                     GEOID03
 DH3857
 DH3857  HORZ ORDER  -  A
 DH3857  ELLP ORDER  -  FOURTH    CLASS I
 DH3857
 DH3857.ITRF positions are available for this station.
 DH3857.The horizontal coordinates were established by GPS observations
 DH3857.and adjusted by the National Geodetic Survey in June 2005..
 DH3857.The horizontal coordinates are valid at the epoch date displayed above.
 DH3857.The epoch date for horizontal control is a decimal equivalence
 DH3857.of Year/Month/Day.
 DH3857
 DH3857
 DH3857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH3857
 DH3857.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH3857
 DH3857.The ellipsoidal height was determined by GPS observations
 DH3857.and is referenced to NAD 83.
 DH3857
 DH3857.The geoid height was determined by GEOID03.
 DH3857
 DH3857;                    North         East     Units Scale Factor Converg.
 DH3857;SPC CO S     -   464,431.419 1,161,188.622   MT  0.99995395   +1 43 31.6
 DH3857;SPC CO S     - 1,523,722.08  3,809,666.34   sFT  0.99995395   +1 43 31.6
 DH3857;UTM  13      - 4,216,273.589   702,894.050   MT  1.00010703   +1 25 36.5
 DH3857
 DH3857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH3857!SPC CO S     -   0.99982686  x   0.99995395  =   0.99978082
 DH3857!UTM  13      -   0.99982686  x   1.00010703  =   0.99993387
 DH3857
 DH3857                          SUPERSEDED SURVEY CONTROL
 DH3857
 DH3857.No superseded survey control is available for this station.
 DH3857
 DH3857_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC0289416274(NAD 83)
 DH3857_STAMPING: UNKNOWN
 DH3857'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P040'
 DH3857'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DH3857'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DH3857'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DH3857'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DH3857'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 DH3857'
 DH3857' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0893 ***********************************************************************
 JL0893  DESIGNATION -  LAMBORN
 JL0893  PID         -  JL0893
 JL0893  STATE/COUNTY-  CO/DELTA
 JL0893  USGS QUAD   -  PAONIA (1979)
 JL0893
 JL0893                         *CURRENT SURVEY CONTROL
 JL0893  ___________________________________________________________________
 JL0893* NAD 83(1992)-  38 48 10.44531(N)    107 31 22.24500(W)     ADJUSTED  
 JL0893* NAVD 88     -      3475.2    (meters)   11402.     (feet)  VERTCON   
 JL0893  ___________________________________________________________________
 JL0893  LAPLACE CORR-          13.83  (seconds)                    DEFLEC99
 JL0893  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 JL0893
 JL0893  HORZ ORDER  -  THIRD
 JL0893
 JL0893.The horizontal coordinates were established by classical geodetic methods
 JL0893.and adjusted by the National Geodetic Survey in January 1993..
 JL0893
 JL0893.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0893
 JL0893.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0893
 JL0893.The geoid height was determined by GEOID03.
 JL0893
 JL0893;                    North         East     Units Scale Factor Converg.
 JL0893;SPC CO C     -   414,385.583   738,708.266   MT  0.99994937   -1 16 32.8
 JL0893;SPC CO C     - 1,359,530.03  2,423,578.70   sFT  0.99994937   -1 16 32.8
 JL0893;UTM  13      - 4,297,928.243   280,922.217   MT  1.00019105   -1 34 53.6
 JL0893
 JL0893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0893!SPC CO C     -   0.99945746  x   0.99994937  =   0.99940685
 JL0893!UTM  13      -   0.99945746  x   1.00019105  =   0.99964840
 JL0893
 JL0893                          SUPERSEDED SURVEY CONTROL
 JL0893
 JL0893  NAD 83(1986)-  38 48 10.44437(N)    107 31 22.24026(W) AD(       ) 3
 JL0893  NGVD 29 (05/18/92) 3473.6    (m)        11396.     (f) VERT ANG       
 JL0893
 JL0893.Superseded values are not recommended for survey control.
 JL0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0893.See file dsdata.txt to determine how the superseded data were derived.
 JL0893
 JL0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC8092297928(NAD 83)
 JL0893_MARKER: DD = SURVEY DISK
 JL0893_SETTING: 66 = SET IN ROCK OUTCROP
 JL0893_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JL0893_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0893+STABILITY: POSITION/ELEVATION WELL
 JL0893
 JL0893  HISTORY     - Date     Condition        Report By
 JL0893  HISTORY     - 1965     MONUMENTED       USGS
 JL0893
 JL0893                          STATION DESCRIPTION
 JL0893
 JL0893'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 JL0893'STATION LOCATED ABOUT 11 MI. (AIRLINE) E. OF HOTCHKISS AND ABOUT 6.5
 JL0893'MI. (AIRLINE) SE. OF PAONIA, IN DELTA COUNTY, ON MT. LAMBORN, AT
 JL0893'THE HIGHEST POINT OF A SHEER VERTICAL ROCK OUTCROP, WHICH IS THE
 JL0893'HIGHEST POINT OF THE PEAK.  THE STATION WAS REACHED BY HELICOPTER.
 JL0893'
 JL0893'STATION MARK--USGS ALUMINUM TABLET CEMENTED IN DRILL HOLE IN
 JL0893'OUTCROPPING ROCK AND STAMPED ---LAMBORN-ET 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3939 ***********************************************************************
 AE3939  DESIGNATION -  LAMBRECHT
 AE3939  PID         -  AE3939
 AE3939  STATE/COUNTY-  CO/WELD
 AE3939  USGS QUAD   -  TIMNATH (1971)
 AE3939
 AE3939                         *CURRENT SURVEY CONTROL
 AE3939  ___________________________________________________________________
 AE3939* NAD 83(1992)-  40 31 11.66895(N)    104 54 29.44208(W)     ADJUSTED  
 AE3939* NAVD 88     -      1499.7    (meters)    4920.     (feet)  GPS OBS   
 AE3939  ___________________________________________________________________
 AE3939  X           -  -1,249,442.031 (meters)                     COMP
 AE3939  Y           -  -4,693,052.410 (meters)                     COMP
 AE3939  Z           -   4,123,003.948 (meters)                     COMP
 AE3939  LAPLACE CORR-          -9.72  (seconds)                    DEFLEC99
 AE3939  ELLIP HEIGHT-        1482.65  (meters)          (12/03/02) GPS OBS
 AE3939  GEOID HEIGHT-         -17.07  (meters)                     GEOID03
 AE3939
 AE3939  HORZ ORDER  -  FIRST
 AE3939  ELLP ORDER  -  FOURTH    CLASS II
 AE3939
 AE3939.The horizontal coordinates were established by GPS observations
 AE3939.and adjusted by the National Geodetic Survey in October 1997..
 AE3939
 AE3939.The orthometric height was determined by GPS observations and a
 AE3939.high-resolution geoid model.
 AE3939
 AE3939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3939
 AE3939.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3939
 AE3939.The ellipsoidal height was determined by GPS observations
 AE3939.and is referenced to NAD 83.
 AE3939
 AE3939.The geoid height was determined by GEOID03.
 AE3939
 AE3939;                    North         East     Units Scale Factor Converg.
 AE3939;SPC CO N     -   436,715.931   964,552.409   MT  0.99996785   +0 22 56.6
 AE3939;SPC CO N     - 1,432,792.18  3,164,535.70   sFT  0.99996785   +0 22 56.6
 AE3939;UTM  13      - 4,485,468.574   507,778.102   MT  0.99960074   +0 03 34.8
 AE3939
 AE3939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3939!SPC CO N     -   0.99976747  x   0.99996785  =   0.99973533
 AE3939!UTM  13      -   0.99976747  x   0.99960074  =   0.99936831
 AE3939
 AE3939                          SUPERSEDED SURVEY CONTROL
 AE3939
 AE3939  ELLIP H (10/23/97) 1482.68   (m)                       GP(       ) 4 1
 AE3939
 AE3939.Superseded values are not recommended for survey control.
 AE3939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3939.See file dsdata.txt to determine how the superseded data were derived.
 AE3939
 AE3939_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE0777885469(NAD 83)
 AE3939_MARKER: DH = HORIZONTAL CONTROL DISK
 AE3939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3939_STAMPING: LAMBRECHT 1996
 AE3939_MARK LOGO: NGS   
 AE3939_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE3939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3939+STABILITY: SURFACE MOTION
 AE3939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3939+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE3939
 AE3939  HISTORY     - Date     Condition        Report By
 AE3939  HISTORY     - 1996     MONUMENTED       NGS
 AE3939
 AE3939                          STATION DESCRIPTION
 AE3939
 AE3939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE3939'THE STATION IS LOCATED ABOUT 4 MI (6.4 KM) EAST-SOUTHEAST OF TIMNATH,
 AE3939'2.9 MI (4.7 KM) NORTH OF WINDSOR AND 0.8 MI (1.3 KM) SOUTHWEST OF THE
 AE3939'SOUTHWESTERN SHORE OF WINDSOR RESERVOIR, IN THE NORTHEAST 1/4 OF
 AE3939'SECTION 5, T 6 N, R 67 W, AT STATE HIGHWAY 257 MILEPOST 14.3.
 AE3939'OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION RIGHT-OF-WAY TO REACH THE
 AE3939'STATION FROM THE INTERSECTION OF STATE HIGHWAY 257 AND WELD COUNTY
 AE3939'ROAD 74 ABOUT 3 MILES (4.8 KM) NORTH OF WINDSOR, GO SOUTH ON STATE
 AE3939'HIGHWAY 257 FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT THE MARK
 AE3939'IS A STANDARD DISK SET IN THE TOP OF A 0.5 M (1.6 FT) ROUND BY 1.7 M
 AE3939'(5.6 FT) DEEP CONCRETE POST PROJECTING 5 CM ABOVE THE GROUND.  IT IS
 AE3939'57.1 M (187.3 FT) SOUTH FROM THE DRIVEWAY GOING TO 35943 HIGHWAY 257,
 AE3939'18.8 M (61.7 FT) WEST FROM THE CENTER LINE OF STATE HIGHWAY 257, 1.1 M
 AE3939'(3.6 FT) EAST-NORTHEAST FROM A PROPERTY CORNER PIN LS 12374, 0.95 M
 AE3939'(3.12 FT) NORTH FROM A WITNESS POST, 0.75 M (2.46 FT) WEST FROM A
 AE3939'WITNESS POST AND ABOUT 1.8 M (5.9 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0757 ***********************************************************************
 KL0757  DESIGNATION -  LAND OFFICE 7
 KL0757  PID         -  KL0757
 KL0757  STATE/COUNTY-  CO/RIO BLANCO
 KL0757  USGS QUAD   -  LO 7 HILL (1987)
 KL0757
 KL0757                         *CURRENT SURVEY CONTROL
 KL0757  ___________________________________________________________________
 KL0757* NAD 83(1992)-  39 57 04.72350(N)    107 53 33.16091(W)     ADJUSTED  
 KL0757* NAVD 88     -      2604.1    (meters)    8544.     (feet)  VERTCON   
 KL0757  ___________________________________________________________________
 KL0757  LAPLACE CORR-          12.83  (seconds)                    DEFLEC99
 KL0757  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 KL0757
 KL0757  HORZ ORDER  -  SECOND
 KL0757
 KL0757.The horizontal coordinates were established by classical geodetic methods
 KL0757.and adjusted by the National Geodetic Survey in January 1993..
 KL0757
 KL0757.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0757
 KL0757.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0757
 KL0757.The geoid height was determined by GEOID03.
 KL0757
 KL0757;                    North         East     Units Scale Factor Converg.
 KL0757;SPC CO N     -   376,172.564   709,979.029   MT  0.99997042   -1 32 45.3
 KL0757;SPC CO N     - 1,234,159.49  2,329,322.86   sFT  0.99997042   -1 32 45.3
 KL0757;UTM  13      - 4,426,360.465   252,899.372   MT  1.00035175   -1 51 30.0
 KL0757
 KL0757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0757!SPC CO N     -   0.99959405  x   0.99997042  =   0.99956448
 KL0757!UTM  13      -   0.99959405  x   1.00035175  =   0.99994565
 KL0757
 KL0757|---------------------------------------------------------------------|
 KL0757| PID    Reference Object                     Distance      Geod. Az  |
 KL0757|                                                           dddmmss.s |
 KL0757| CM7546 LAND OFFICE 7 RM 1                   11.970 METERS 13841     |
 KL0757| CM7545 LAND OFFICE 7 AZ MK                                2073414.2 |
 KL0757| CM7547 LAND OFFICE 7 RM 2                   18.670 METERS 21740     |
 KL0757|---------------------------------------------------------------------|
 KL0757
 KL0757                          SUPERSEDED SURVEY CONTROL
 KL0757
 KL0757  NAD 83(1986)-  39 57 04.71749(N)    107 53 33.15432(W) AD(       ) 2
 KL0757  NAD 27      -  39 57 04.81000(N)    107 53 30.88900(W) AD(       ) 2
 KL0757  NGVD 29 (07/19/86) 2602.7    (m)         8539.     (f) VERT ANG       
 KL0757
 KL0757.Superseded values are not recommended for survey control.
 KL0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0757.See file dsdata.txt to determine how the superseded data were derived.
 KL0757
 KL0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBE5289926360(NAD 83)
 KL0757_MARKER: DS = TRIANGULATION STATION DISK
 KL0757_SETTING: 66 = SET IN ROCK OUTCROP
 KL0757_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KL0757_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0757+STABILITY: POSITION/ELEVATION WELL
 KL0757
 KL0757  HISTORY     - Date     Condition        Report By
 KL0757  HISTORY     - 1937     MONUMENTED       CGS
 KL0757  HISTORY     - 1950     GOOD             USGS
 KL0757  HISTORY     - 1963     GOOD             USGS
 KL0757
 KL0757                          STATION DESCRIPTION
 KL0757
 KL0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KL0757'STATION IS ON PROMINENT RIDGE, HIGHEST POINT, 5-1/2 MILES
 KL0757'S OF MEEKER, COLORADO.  THE RIDGE IS LOCALLY KNOWN AS LAND
 KL0757'OFFICE 7, HILL.  STATION IS ON HIGHEST SW END OF RIDGE IN
 KL0757'A STUBBY GROWTH OF ASPEN AND SCRUB OAK.  IT IS ON AN OUTCROP
 KL0757'OF BEDROCK TRIANGULAR IN SHAPE AND ABOUT 2 FEET ON A SIDE.
 KL0757'
 KL0757'STATION MARK IS A STANDARD BRONZE DISKS WEDGED IN A DRILL
 KL0757'HOLE IN OUTCROPPING BEDROCK, AND SURROUNDED BY A TRIANGLE CHISELED
 KL0757'IN THE ROCK.
 KL0757'
 KL0757'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK WEDGED IN A
 KL0757'DRILL HOLE IN A BOULDER.  IT LIES SE OF STATION AND IS ABOUT
 KL0757'2 FEET LOWER, IN A BURIED BOULDER ABOUT 12 INCHES LONG AND
 KL0757'ABOUT 4 INCHES WIDE.  IT PROJECTS ABOUT 2 INCHES ABOVE GROUND.
 KL0757'
 KL0757'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK WEDGED IN A
 KL0757'DRILL HOLE IN OUTCROPPING BEDROCK.  IT LIES SSW OF STATION
 KL0757'AND IS ABOUT 4 FEET LOWER, IN OUTCROP BEDROCK ABOUT 15 INCHES
 KL0757'SQUARE, PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 KL0757'
 KL0757'AZIMUTH MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 KL0757'IN OUTCROPPING BEDROCK.  IT IS ABOUT 3.0 MILES NW OF STATION
 KL0757'ON THE RIDGE JUST E OF THE TIN-ROOFED RED BARN ON THE H.I.
 KL0757'SUTTON RANCH.  IT IS ABOUT 150 FEET HIGHER THAN THE ROAD AND
 KL0757'ABOUT 100 YARDS E OF IT.  MARK IS CEMENTED IN OUTCROP BEDROCK.
 KL0757'IT IS REACHED FROM THE Y-FORK IN STATION DESCRIPTION BY GOING
 KL0757'1.2 MILES ALONG THE RIGHT FORK TO THE SUTTON RANCH.
 KL0757'
 KL0757'TO REACH FROM MEEKER, COLORADO, GO ONE-HALF BLOCK W OF THE
 KL0757'WHITE RIVER COTTAGE CAMP TO A GRADED DIRT ROAD S.  TURN S
 KL0757'ON THIS ROAD AND GO 0.15 MILE TO A BRIDGE OVER THE WHITE
 KL0757'RIVER.  TAKE RIGHT FORK AND S END OF BRIDGE AND GO W AND S ON
 KL0757'MAIN GRADED ROAD 8.0 MILES TO A Y-FORK (WHEN WET, THIS ROAD IS
 KL0757'EXTREMELY SLIPPERY).  TAKE LEFT FORK AND GO E UP A NARROW
 KL0757'VALLEY 1.5 MILES TO A WELL TRAVELED TRACK ROAD FORKING LEFT
 KL0757'(A SMALL BRIDGE LIES JUST AHEAD, ON THE MAIN ROAD).  TURN LEFT
 KL0757'AND GO N AND E UP CANYON 2.25 MILES TO TOP OF RIDGE AND LARGE
 KL0757'CEDAR FENCE POST AT RIGHT OF ROAD.  TURN RIGHT-ANGLE TO LEFT AND
 KL0757'FOLLOW SELDOM-TRAVELED TRAIL ROAD 0.65 MILE TO A WIRE GATE.
 KL0757'GO THROUGH GATE AND 0.15 MILE TO TOP OF SADDLE.  CONTINUE
 KL0757'0.1 MILE DOWNHILL TO CLUMP OF ASPEN ON LEFT WITH TRIANGLE
 KL0757'BLAZE AND ARROW ON SOUTHERNMOST TREE.  CONTINUE DOWN
 KL0757'GRADE ACROSS COUNTRY 1/2 MILE TO OPEN MEADOW IN VALLEY
 KL0757'(END OF TRUCK TRAVEL).  PACK W AND NW UP GENTLE SLOPE
 KL0757'TO HIGHEST POINT OF RIDGE (WHICH IS BACK OF HIGHPOINT
 KL0757'SEEN FROM VALLEY), ABOUT 2 MILES OR 45 MINUTES.
 KL0757
 KL0757                          STATION RECOVERY (1950)
 KL0757
 KL0757'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950 (ATW)
 KL0757'RECOVERED.
 KL0757
 KL0757                          STATION RECOVERY (1963)
 KL0757
 KL0757'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963 (FDW)
 KL0757'RECOVERED.  R.M. NO. 1 DESTROYED.  NGS DESCRIPTION REDESCRIBED AS
 KL0757'FOLLOWS
 KL0757'
 KL0757'TO REACH FROM THE INTERSECTION OF TENTH AND MARKET STREETS IN MEEKER,
 KL0757'GO S. 0.15 MI. TO BRIDGE OVER WHITE RIVER, CROSS OVER AND TAKE RIGHT
 KL0757'FORK 5.7 MI. TO FIELD RD. ON LEFT, TURN LEFT AND FOLLOW TRAIL 1.3 MI.
 KL0757'TO T-RD., TURN LEFT, FOLLOW MAIN TRAIL 0.8 MI. TO CROSS TRAIL IN
 KL0757'SADDLE, TURN RIGHT, FOLLOW TRAIL 1.8 MI. TO GATE, PASS THRU AND
 KL0757'CONTINUE 0.1 MI. TO FORK, TURN LEFT, GO 0.2 MI. TO FENCE, TURN LEFT,
 KL0757'FOLLOW FENCE 0.05 MI. TO TOP OF RIDGE AND END OF TRUCK TRAVEL, CROSS
 KL0757'FENCE AND PACK E. ABOUT 200 YDS. TO TOP OF HILL AND STATION.
 KL0757'
 KL0757'STATION MARK--STANDARD DISK, SET IN ROCK, PROJECTING 0.3 FT., STAMPED
 KL0757'---L.O. NO. 7 1937---.
 KL0757'
 KL0757'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0871 ***********************************************************************
 JJ0871  DESIGNATION -  LANDSMAN
 JJ0871  PID         -  JJ0871
 JJ0871  STATE/COUNTY-  CO/CHEYENNE
 JJ0871  USGS QUAD   -  LANDSMAN HILL (1982)
 JJ0871
 JJ0871                         *CURRENT SURVEY CONTROL
 JJ0871  ___________________________________________________________________
 JJ0871* NAD 83(1992)-  38 56 52.18594(N)    102 35 16.78304(W)     ADJUSTED  
 JJ0871* NAVD 88     -      1418.7    (meters)    4655.     (feet)  VERTCON   
 JJ0871  ___________________________________________________________________
 JJ0871  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 JJ0871  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 JJ0871
 JJ0871  HORZ ORDER  -  FIRST
 JJ0871
 JJ0871.The horizontal coordinates were established by classical geodetic methods
 JJ0871.and adjusted by the National Geodetic Survey in January 1993..
 JJ0871
 JJ0871.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0871
 JJ0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0871
 JJ0871.The geoid height was determined by GEOID03.
 JJ0871
 JJ0871;                    North         East     Units Scale Factor Converg.
 JJ0871;SPC CO C     -   432,562.761 1,166,784.961   MT  0.99993947   +1 50 11.7
 JJ0871;SPC CO C     - 1,419,166.33  3,828,026.99   sFT  0.99993947   +1 50 11.7
 JJ0871;UTM  13      - 4,313,753.820   709,026.093   MT  1.00013804   +1 31 00.4
 JJ0871
 JJ0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0871!SPC CO C     -   0.99978101  x   0.99993947  =   0.99972049
 JJ0871!UTM  13      -   0.99978101  x   1.00013804  =   0.99991902
 JJ0871
 JJ0871                          SUPERSEDED SURVEY CONTROL
 JJ0871
 JJ0871  NAD 83(1986)-  38 56 52.18288(N)    102 35 16.78101(W) AD(       ) 1
 JJ0871  NAD 27      -  38 56 52.17900(N)    102 35 15.07600(W) AD(       ) 1
 JJ0871  NGVD 29 (07/19/86) 1418.1    (m)         4653.     (f) VERT ANG       
 JJ0871
 JJ0871.Superseded values are not recommended for survey control.
 JJ0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0871.See file dsdata.txt to determine how the superseded data were derived.
 JJ0871
 JJ0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD0902613754(NAD 83)
 JJ0871_MARKER: Z = SEE DESCRIPTION
 JJ0871_SETTING: 0 = UNSPECIFIED SETTING
 JJ0871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0871
 JJ0871  HISTORY     - Date     Condition        Report By
 JJ0871  HISTORY     - 1892     MONUMENTED       CGS
 JJ0871
 JJ0871                          STATION DESCRIPTION
 JJ0871
 JJ0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1892 (FWP)
 JJ0871'REPORTED IN 1922 AS LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0870 ***********************************************************************
 JJ0870  DESIGNATION -  LANDSMAN 2
 JJ0870  PID         -  JJ0870
 JJ0870  STATE/COUNTY-  CO/CHEYENNE
 JJ0870  USGS QUAD   -  LANDSMAN HILL (1982)
 JJ0870
 JJ0870                         *CURRENT SURVEY CONTROL
 JJ0870  ___________________________________________________________________
 JJ0870* NAD 83(1992)-  38 56 50.28163(N)    102 35 15.33683(W)     ADJUSTED  
 JJ0870* NAVD 88     -      1418.     (meters)    4652.     (feet)  SCALED    
 JJ0870  ___________________________________________________________________
 JJ0870  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 JJ0870  GEOID HEIGHT-         -22.62  (meters)                     GEOID03
 JJ0870
 JJ0870  HORZ ORDER  -  FIRST
 JJ0870
 JJ0870.The horizontal coordinates were established by classical geodetic methods
 JJ0870.and adjusted by the National Geodetic Survey in January 1993..
 JJ0870
 JJ0870.The orthometric height was scaled from a topographic map.
 JJ0870
 JJ0870.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0870
 JJ0870.The geoid height was determined by GEOID03.
 JJ0870
 JJ0870;                    North         East     Units Scale Factor Converg.
 JJ0870;SPC CO C     -   432,505.187 1,166,821.649   MT  0.99993949   +1 50 12.6
 JJ0870;SPC CO C     - 1,418,977.43  3,828,147.36   sFT  0.99993949   +1 50 12.6
 JJ0870;UTM  13      - 4,313,696.030   709,062.466   MT  1.00013822   +1 31 01.2
 JJ0870
 JJ0870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0870!SPC CO C     -   0.99978118  x   0.99993949  =   0.99972068
 JJ0870!UTM  13      -   0.99978118  x   1.00013822  =   0.99991937
 JJ0870
 JJ0870:                Primary Azimuth Mark                     Grid Az
 JJ0870:SPC CO C     -  STRATTON MW MAST                         000 41 27.1
 JJ0870:UTM  13      -  STRATTON MW MAST                         001 00 38.5
 JJ0870
 JJ0870|---------------------------------------------------------------------|
 JJ0870| PID    Reference Object                     Distance      Geod. Az  |
 JJ0870|                                                           dddmmss.s |
 JJ0870| KJ0446 STRATTON MW MAST                    APPROX.18.4 KM 0023139.7 |
 JJ0870| CM8935 LANDSMAN 2 RM 2                      19.251 METERS 07301     |
 JJ0870| JJ0872 FIRST VIEW RR SID DENVER ELEV       APPROX.15.0 KM 1643836.8 |
 JJ0870| CM8933 LANDSMAN 2 AZ MK                                   2121708.0 |
 JJ0870| KJ0450 DUNCAN                              APPROX.23.1 KM 3105123.7 |
 JJ0870| CM8934 LANDSMAN 2 RM 1                      23.318 METERS 35037     |
 JJ0870|---------------------------------------------------------------------|
 JJ0870
 JJ0870                          SUPERSEDED SURVEY CONTROL
 JJ0870
 JJ0870  NAD 83(1986)-  38 56 50.27835(N)    102 35 15.33466(W) AD(       ) 1
 JJ0870  NAD 27      -  38 56 50.27691(N)    102 35 13.62555(W) AD(       ) 1
 JJ0870
 JJ0870.Superseded values are not recommended for survey control.
 JJ0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0870.See file dsdata.txt to determine how the superseded data were derived.
 JJ0870
 JJ0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD0906213696(NAD 83)
 JJ0870_MARKER: DS = TRIANGULATION STATION DISK
 JJ0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0870
 JJ0870  HISTORY     - Date     Condition        Report By
 JJ0870  HISTORY     - 1954     MONUMENTED       CGS
 JJ0870  HISTORY     - 1960     GOOD             LOCENG
 JJ0870  HISTORY     - 1968     GOOD             CGS
 JJ0870  HISTORY     - 1969     GOOD             USGS
 JJ0870
 JJ0870                          STATION DESCRIPTION
 JJ0870
 JJ0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0870'STATION IS LOCATED, AIRLINE, ABOUT 17 MILES NORTHEAST OF KIT
 JJ0870'CARSON, 9-1/2 MILES NORTH NORTHWEST OF FIRST VIEW, 1/2 MILE
 JJ0870'NORTH OF AN EAST-WEST SECTION LINE ROAD, 0.4 MILE EAST OF
 JJ0870'A NORTH-SOUTH SECTION LINE FENCE AND ON THE HIGHEST POINT OF
 JJ0870'A ROUND HILL THAT SLOPES SHARPLY TO THE WEST INTO A DRAW
 JJ0870'THAT SEPARATES IT FROM ANOTHER HILL A LITTLE BIT LOWER AND
 JJ0870'3/4 MILES TO THE WEST.
 JJ0870'
 JJ0870'STATION IS REACHED AS FOLLOWS--FROM THE U.S. POST OFFICE
 JJ0870'IN FIRST VIEW, GO EAST ON U.S. HIGHWAY 40 FOR 0.1 MILE TO A
 JJ0870'CROSS ROAD.  TURN LEFT, NORTH, AND GO 8.5 MILES TO A BLADED
 JJ0870'SIDE ROAD ON THE LEFT.  TURN LEFT, WEST, AND GO 2.0 MILES
 JJ0870'TO A FENCE CORNER.  CONTINUE STRAIGHT AHEAD, WEST, ALONG THE
 JJ0870'SOUTH SIDE OF THE FENCE LINE, FOR 1.0 MILE TO THE AZIMUTH
 JJ0870'MARK AT A FENCE CORNER AND JUST SOUTH OF A GATE.  TURN RIGHT,
 JJ0870'NORTH, ALONG THE EAST SIDE OF THE FENCE LINE, AND GO 0.4
 JJ0870'MILE, TURN RIGHT, CROSS COUNTRY, AND GO 0.3 MILE TO THE
 JJ0870'HIGHEST POINT OF THE FIELD AND THE STATION.
 JJ0870'
 JJ0870'STATION MARK, STAMPED LANDSMAN 2 1954, IS A STANDARD DISK SET
 JJ0870'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 JJ0870'1 INCH.  IT IS 50.0 FEET NORTH OF THE APPARENT HALF SECTION
 JJ0870'LINE AND 6.0 FEET SOUTH OF A WITNESS POST.
 JJ0870'
 JJ0870'REFERENCE MARK NUMBER 1, STAMPED LANDSMAN 2 NO 1 1954, IS
 JJ0870'A STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONRETE
 JJ0870'POST THAT PROJECTS 3 INCHES AND IS AT THE SAME ELEVATION AS
 JJ0870'THE STATION.  IT IS 71.5 FEET NORTH OF A WITNESS POST.
 JJ0870'
 JJ0870'REFERENCE MARK NUMBER 2, STAMPED LANDSMAN 2 NO 2 1954, IS
 JJ0870'A STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 JJ0870'POST THAT PROJECTS 4 INCHES AND IS AT THE SAME ELEVATION AS
 JJ0870'THE STATION.  IT IS 60.0 FEET EAST OF A WITNESS POST.
 JJ0870'
 JJ0870'AZIMUTH MARK, STAMPED LANDSMAN 2 1954, IS A STANDARD DISK
 JJ0870'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 JJ0870'2 INCHES.  IT IS 10.0 FEET EAST OF A FENCELINE, 12.0 FEET SOUTH
 JJ0870'OF A GATE POST IN THE NORTH-SOUTH FENCE LINE AND 50.0 FEET
 JJ0870'SOUTH OF A FENCE INTERSECTION.
 JJ0870'
 JJ0870'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JJ0870
 JJ0870                          STATION RECOVERY (1960)
 JJ0870
 JJ0870'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960 (AWF)
 JJ0870'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.
 JJ0870
 JJ0870                          STATION RECOVERY (1968)
 JJ0870
 JJ0870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JLC)
 JJ0870'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 JJ0870'WERE RECOVERED IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK
 JJ0870'1 WAS FOUND TO BE .04 OF A FOOT LONGER THAN THE 1954 DISTANCE
 JJ0870'AND THE DIRECTION WAS FOUND TO BE 1 MINUTE AND 21 SECONDS HIGHER
 JJ0870'THAN THE 1954 DIRECTION.  THE DISTANCE TO REFERENCE MARK 2 WAS
 JJ0870'FOUND TO BE .02 OF A FOOT SHORTER THAN THE 1954 DISTANCE AND THE
 JJ0870'DIRECTION WAS FOUND TO BE 1 MINUTE AND 25 SECONDS LOWER THAN
 JJ0870'THE 1954 DIRECTION.  THE DIRECTION TO THE AZIMUTH MARK CHECKED.
 JJ0870'DUE TO CHANGES IN THE TO REACH TO THE STATION, FOLLOWING IS A
 JJ0870'NEW DESCRIPTION.
 JJ0870'
 JJ0870'THE STATION IS LOCATED ON LANDSMAN HILL, NEAR THE CENTER OF
 JJ0870'SECTION 5, T. 13 S., R. 46 W. AND ON PROPERTY OF MR. JIM
 JJ0870'MC CORMICK.  IT IS ABOUT 17 MILES NORTHEAST OF KIT CARSON, 9-1/2
 JJ0870'MILES NORTH-NORTHWEST OF FIRSTVIEW AND 16 MILES NORTHWEST OF
 JJ0870'CHEYENNE WELLS.
 JJ0870'
 JJ0870'TO REACH THE STATION FROM THE CROSSROAD IN THE EAST EDGE OF
 JJ0870'FIRSTVIEW (14 MILES EAST OF KIT CARSON), GO NORTH ON A GRAVELED
 JJ0870'ROAD FOR 12.5 MILES TO A T-ROAD.  TURN LEFT AND GO WEST ON A
 JJ0870'GRAVELED ROAD FOR 2.9 MILES TO A CROSSROAD AND A SIGN ON THE
 JJ0870'RIGHT WHICH READS ALPINE RANCH.  TURN LEFT AND GO SOUTH ON A
 JJ0870'TRACK ROAD FOR 3.0 MILES TO A FENCE CORNER.*** CONTINUE SOUTH
 JJ0870'ON THE TRACK ROAD FOR 0.6 MILE.  FROM THIS POINT, BEAR LEFT AND
 JJ0870'GO EAST FOR 0.4 MILE TO THE TOP OF A HILL AND THE STATION.
 JJ0870'
 JJ0870'THE STATION MARK IS A STANDARD DISK STAMPED LANDSMAN 2 1954,
 JJ0870'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH
 JJ0870'THE GROUND.  IT IS 6 FEET SOUTH OF A WOODEN WITNESS POST.
 JJ0870'
 JJ0870'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LANDSMAN 2 NO 1
 JJ0870'1954, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH
 JJ0870'WITH THE GROUND.  IT IS 71 FEET NORTH OF THE WOODEN WITNESS
 JJ0870'POST.
 JJ0870'
 JJ0870'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LANDSMAN 2 NO 2
 JJ0870'1954, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 JJ0870'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 60 FEET EAST OF THE
 JJ0870'WOODEN WITNESS POST.
 JJ0870'
 JJ0870'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LANDSMAN 2 1954,
 JJ0870'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 JJ0870'PROJECTS 6 INCHES ABOVE THE GROUND.
 JJ0870'
 JJ0870'IT IS 14 FEET WEST OF THE CENTER OF THE TRACK ROAD, 12 FEET
 JJ0870'SOUTH OF THE SOUTH GATE POST OF A WIRE GATE AND 1 FOOT EAST OF
 JJ0870'A NORTH-SOUTH FENCE LINE.  (NOTE 16A)
 JJ0870'
 JJ0870'***TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTH
 JJ0870'ON THE TRACK ROAD FOR 1.0 MILE TO THE MARK ON THE RIGHT.
 JJ0870
 JJ0870                          STATION RECOVERY (1969)
 JJ0870
 JJ0870'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (RVS)
 JJ0870'THE DESCRIPTION GIVEN
 JJ0870'WAS VERIFIED AND REQUIRES NO ADDITIONS OR CORRECTIONS.
 JJ0870'
 JJ0870'STATION MARK IS A STANDARD BRONZE USC AND GS DISK SET IN
 JJ0870'THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 1
 JJ0870'INCH ABOVE GROUND.  THE DISK IS STAMPED LANDSMAN 2 1954.
 JJ0870'
 JJ0870'REFERENCE MARK NO. 1 IS A STANDARD BRONZE USC AND GS DISK
 JJ0870'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 JJ0870'3 INCHES ABOVE GROUND.  THE DISK IS STAMPED LANDSMAN 2 NO. 1
 JJ0870'1954.
 JJ0870'
 JJ0870'REFERENCE MARK NO. 2 A STANDARD BRONZE USC AND GS DISK SET
 JJ0870'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 4
 JJ0870'INCHES ABOVE THE GROUND.  THE DISK IS STAMPED LANDSMAN 2
 JJ0870'NO. 2 1954.
 JJ0870'
 JJ0870'AZIMUTH MARK WAS NOT SEARCHED FOR.  STATION DUNCAN IS VISIBLE
 JJ0870'FROM THE GROUND AND WILL SERVE AS THE AZIMUTH MARK.
 JJ0870'
 JJ0870'ALL HORIZONTAL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
 JJ0870'
 JJ0870'THE VERTICAL ANGLE OBSERVATION TO STATION PERRY E.T. 1969 WAS
 JJ0870'OBSERVED FROM 12.74 FEET ABOVE STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1398 ***********************************************************************
 JK1398  DESIGNATION -  LANE
 JK1398  PID         -  JK1398
 JK1398  STATE/COUNTY-  CO/CUSTER
 JK1398  USGS QUAD   -  DEER PEAK (1994)
 JK1398
 JK1398                         *CURRENT SURVEY CONTROL
 JK1398  ___________________________________________________________________
 JK1398* NAD 83(1992)-  38 06 43.73426(N)    105 10 27.90728(W)     ADJUSTED  
 JK1398* NAVD 88     -      2862.6    (meters)    9392.     (feet)  GPS OBS   
 JK1398  ___________________________________________________________________
 JK1398  X           -  -1,315,857.888 (meters)                     COMP
 JK1398  Y           -  -4,851,722.013 (meters)                     COMP
 JK1398  Z           -   3,917,003.019 (meters)                     COMP
 JK1398  LAPLACE CORR-         -11.41  (seconds)                    DEFLEC99
 JK1398  ELLIP HEIGHT-        2847.11  (meters)          (12/03/02) GPS OBS
 JK1398  GEOID HEIGHT-         -15.31  (meters)                     GEOID03
 JK1398
 JK1398  HORZ ORDER  -  FIRST
 JK1398  ELLP ORDER  -  FOURTH    CLASS II
 JK1398
 JK1398.The horizontal coordinates were established by GPS observations
 JK1398.and adjusted by the National Geodetic Survey in August 1994..
 JK1398
 JK1398.The orthometric height was determined by GPS observations and a
 JK1398.high-resolution geoid model.
 JK1398
 JK1398.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1398
 JK1398.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1398
 JK1398.The ellipsoidal height was determined by GPS observations
 JK1398.and is referenced to NAD 83.
 JK1398
 JK1398.The geoid height was determined by GEOID03.
 JK1398
 JK1398;                    North         East     Units Scale Factor Converg.
 JK1398;SPC CO S     -   465,277.371   942,953.551   MT  0.99995713   +0 11 58.9
 JK1398;SPC CO S     - 1,526,497.51  3,093,673.44   sFT  0.99995713   +0 11 58.9
 JK1398;UTM  13      - 4,218,272.602   484,709.850   MT  0.99960288   -0 06 27.5
 JK1398
 JK1398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1398!SPC CO S     -   0.99955345  x   0.99995713  =   0.99951060
 JK1398!UTM  13      -   0.99955345  x   0.99960288  =   0.99915651
 JK1398
 JK1398                          SUPERSEDED SURVEY CONTROL
 JK1398
 JK1398  ELLIP H (08/30/94) 2847.13   (m)                       GP(       ) 4 1
 JK1398
 JK1398.Superseded values are not recommended for survey control.
 JK1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1398.See file dsdata.txt to determine how the superseded data were derived.
 JK1398
 JK1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC8471018273(NAD 83)
 JK1398_MARKER: DH = HORIZONTAL CONTROL DISK
 JK1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1398_SP_SET: CONCRETE POST
 JK1398_STAMPING: LANE 1993
 JK1398_MARK LOGO: NGS   
 JK1398_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK1398+STABILITY: SURFACE MOTION
 JK1398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1398+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JK1398
 JK1398  HISTORY     - Date     Condition        Report By
 JK1398  HISTORY     - 1993     MONUMENTED       CODOT
 JK1398
 JK1398                          STATION DESCRIPTION
 JK1398
 JK1398'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1993
 JK1398'STATION IS LOCATED ABOUT 10 MI (16.1 KM) SOUTHWEST OF WETMORE AND 10
 JK1398'MI (16.1 KM) NORTHWEST OF BUELAH ON TOP OF THE WIXSON DIVDE IN SEC
 JK1398'23, T 22 S, R 70 W OF THE 6TH PM. OWNERSHIP--COLORADO DEPARTMENT OF
 JK1398'TRANSPORTATION RIGHT OF WAY
 JK1398'TO REACH FROM THE FROM JUNCTION OF S.H. 96 AND S.H. 67 (IN WETMORE),
 JK1398'PROCEED WEST ON S.H. 96 9.6 MI (15.4 KM) TO THE INTERSECTION OF S.H.
 JK1398'96 AND S.H. 165, PROCEED SOUTH ON S.H. 165 FOR 4.6 MI (7.4 KM) TO
 JK1398'STATION ON THE LEFT AT MILEPOST 4.6.
 JK1398'STATION MARK IS AN NGS BRASS HORIZONTAL CONTROL DISK SET INTO A
 JK1398'CONCRETE POST SET FLUSH WITH THE GROUND 29.8 M (97.8 FT) EAST OF
 JK1398'CENTERLINE, 25.4 M (83.3 FT)  EAST OF EDGE OF OIL, 3 M (9.8 FT) WEST
 JK1398'OF A WITNESS POST AND 12.4 M (40.7 FT) NORTHWEST OF FENCE CORNER .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0745 ***********************************************************************
 KL0745  DESIGNATION -  LANG
 KL0745  PID         -  KL0745
 KL0745  STATE/COUNTY-  CO/GARFIELD
 KL0745  USGS QUAD   -  RIO BLANCO (1982)
 KL0745
 KL0745                         *CURRENT SURVEY CONTROL
 KL0745  ___________________________________________________________________
 KL0745* NAD 83(1992)-  39 43 27.22929(N)    107 52 33.84377(W)     ADJUSTED  
 KL0745* NAVD 88     -      2398.4    (meters)    7869.     (feet)  VERTCON   
 KL0745  ___________________________________________________________________
 KL0745  LAPLACE CORR-           7.71  (seconds)                    DEFLEC99
 KL0745  GEOID HEIGHT-         -15.25  (meters)                     GEOID03
 KL0745
 KL0745  HORZ ORDER  -  THIRD
 KL0745
 KL0745.The horizontal coordinates were established by classical geodetic methods
 KL0745.and adjusted by the National Geodetic Survey in January 1993..
 KL0745
 KL0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0745
 KL0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0745
 KL0745.The geoid height was determined by GEOID03.
 KL0745
 KL0745;                    North         East     Units Scale Factor Converg.
 KL0745;SPC CO C     -   517,374.718   710,710.626   MT  0.99999500   -1 29 54.8
 KL0745;SPC CO C     - 1,697,420.22  2,331,723.11   sFT  0.99999500   -1 29 54.8
 KL0745;UTM  13      - 4,401,106.027   253,495.831   MT  1.00034816   -1 50 20.4
 KL0745
 KL0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0745!SPC CO C     -   0.99962627  x   0.99999500  =   0.99962127
 KL0745!UTM  13      -   0.99962627  x   1.00034816  =   0.99997430
 KL0745
 KL0745:                Primary Azimuth Mark                     Grid Az
 KL0745:SPC CO C     -  RIO BLANCO                               263 09 40.5
 KL0745:UTM  13      -  RIO BLANCO                               263 30 06.1
 KL0745
 KL0745|---------------------------------------------------------------------|
 KL0745| PID    Reference Object                     Distance      Geod. Az  |
 KL0745|                                                           dddmmss.s |
 KL0745| KL0743 RIO BLANCO                          APPROX. 3.5 KM 2613945.7 |
 KL0745|---------------------------------------------------------------------|
 KL0745
 KL0745                          SUPERSEDED SURVEY CONTROL
 KL0745
 KL0745  NAD 83(1986)-  39 43 27.22320(N)    107 52 33.83678(W) AD(       ) 3
 KL0745  NAD 27      -  39 43 27.30825(N)    107 52 31.58597(W) AD(       ) 3
 KL0745  NGVD 29 (07/19/86) 2397.0    (m)         7864.     (f) VERT ANG       
 KL0745
 KL0745.Superseded values are not recommended for survey control.
 KL0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0745.See file dsdata.txt to determine how the superseded data were derived.
 KL0745
 KL0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBE5349601106(NAD 83)
 KL0745_MARKER: DD = SURVEY DISK
 KL0745_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KL0745_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KL0745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0745
 KL0745  HISTORY     - Date     Condition        Report By
 KL0745  HISTORY     - 1950     MONUMENTED       USGS
 KL0745
 KL0745                          STATION DESCRIPTION
 KL0745
 KL0745'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KL0745'STATION IS LOCATED ABOUT 1 MI. S. AND 4 MI. E. OF RIO BLANCO,
 KL0745'COLORADO, IN SW. 1/4 SEC. 6, T 4 S, R 93 W.
 KL0745'
 KL0745'TO REACH FROM THE P.O. IN RIFLE, COLORADO, PROCEED N. ON HIGHWAY 13
 KL0745'FOR 3.1 MI. TO T-RD. E.  THENCE E. FOR 3.9 MI. TO T-RD. N., THENCE N.
 KL0745'FOR 11.3 MI. TO T-RD. E. UP CANYON OFF MAIN RD. BY LANGSTAFFS, THENCE
 KL0745'E. AND SE. FOR 1.0 MI. TO T-RD. S., THENCE S. FOR 0.3 MI. TO CENTER OF
 KL0745'LARGE OPEN FIELD, THENCE W. TO EDGE OF FIELD AND TOP OF SMALL HILL.
 KL0745'STATION LIES IN SMALL CLEARING ON S. END OF HILL AND ABOUT 30 FT. W.
 KL0745'OF FENCE.
 KL0745'
 KL0745'STATION MARK--STANDARD TABLET, STAMPED ---R-LANG 1950---, SET IN TOP
 KL0745'OF A 4 IN. IRON PIPE, PROJECTING 6 IN. ABOVE SURFACE.
 KL0745'
 KL0745'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0746 ***********************************************************************
 JJ0746  DESIGNATION -  LANTERMAN
 JJ0746  PID         -  JJ0746
 JJ0746  STATE/COUNTY-  CO/CHEYENNE
 JJ0746  USGS QUAD   -  SOUTH OF CHEYENNE WELLS (1982)
 JJ0746
 JJ0746                         *CURRENT SURVEY CONTROL
 JJ0746  ___________________________________________________________________
 JJ0746* NAD 83(1992)-  38 39 47.70910(N)    102 17 26.25353(W)     ADJUSTED  
 JJ0746* NAVD 88     -      1302.     (meters)    4272.     (feet)  SCALED    
 JJ0746  ___________________________________________________________________
 JJ0746  LAPLACE CORR-          -2.37  (seconds)                    DEFLEC99
 JJ0746  GEOID HEIGHT-         -22.91  (meters)                     GEOID03
 JJ0746
 JJ0746  HORZ ORDER  -  SECOND
 JJ0746
 JJ0746.The horizontal coordinates were established by classical geodetic methods
 JJ0746.and adjusted by the National Geodetic Survey in January 1993..
 JJ0746
 JJ0746.The orthometric height was scaled from a topographic map.
 JJ0746
 JJ0746.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0746
 JJ0746.The geoid height was determined by GEOID03.
 JJ0746
 JJ0746;                    North         East     Units Scale Factor Converg.
 JJ0746;SPC CO C     -   401,860.958 1,193,663.459   MT  0.99996492   +2 01 26.8
 JJ0746;SPC CO C     - 1,318,438.83  3,916,210.87   sFT  0.99996492   +2 01 26.8
 JJ0746;SPC CO S     -   531,200.375 1,193,690.383   MT  1.00005006   +1 58 06.8
 JJ0746;SPC CO S     - 1,742,779.90  3,916,299.20   sFT  1.00005006   +1 58 06.8
 JJ0746;UTM  13      - 4,282,892.014   735,736.914   MT  1.00028439   +1 41 36.4
 JJ0746
 JJ0746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0746!SPC CO C     -   0.99979942  x   0.99996492  =   0.99976435
 JJ0746!SPC CO S     -   0.99979942  x   1.00005006  =   0.99984947
 JJ0746!UTM  13      -   0.99979942  x   1.00028439  =   1.00008376
 JJ0746
 JJ0746|---------------------------------------------------------------------|
 JJ0746| PID    Reference Object                     Distance      Geod. Az  |
 JJ0746|                                                           dddmmss.s |
 JJ0746| CM8937 LANTERMAN RM 1                       18.931 METERS 08905     |
 JJ0746| CM8938 LANTERMAN RM 2                       21.137 METERS 17722     |
 JJ0746| CM8936 LANTERMAN AZ MK                                    2392222.0 |
 JJ0746|---------------------------------------------------------------------|
 JJ0746
 JJ0746                          SUPERSEDED SURVEY CONTROL
 JJ0746
 JJ0746  NAD 83(1986)-  38 39 47.70775(N)    102 17 26.25113(W) AD(       ) 2
 JJ0746  NAD 27      -  38 39 47.66844(N)    102 17 24.58462(W) AD(       ) 2
 JJ0746
 JJ0746.Superseded values are not recommended for survey control.
 JJ0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0746.See file dsdata.txt to determine how the superseded data were derived.
 JJ0746
 JJ0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC3573782892(NAD 83)
 JJ0746_MARKER: DS = TRIANGULATION STATION DISK
 JJ0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0746_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JJ0746
 JJ0746  HISTORY     - Date     Condition        Report By
 JJ0746  HISTORY     - 1954     MONUMENTED       CGS
 JJ0746
 JJ0746                          STATION DESCRIPTION
 JJ0746
 JJ0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0746'THE STATION IS LOCATED IN THE EAST EDGE OF A CULTIVATED FIELD,
 JJ0746'ALONG THE WEST SIDE OF A DIRT ROAD, AND ACROSS THE ROAD FROM
 JJ0746'A FARM YARD ENTRANCE.  IT IS ABOUT 13.5 MILES AIRLINE NORTH OF
 JJ0746'SHERIDAN LAKE, 11.5 FEET AIRLINE SOUTH-SOUTHEAST OF CHEYENNE
 JJ0746'WELLS, AND 17 MILES AIRLINE NORTHWEST OF TOWNER.
 JJ0746'
 JJ0746'TO REACH FROM THE U.S. POST OFFICE IN SHERIDAN LAKE, GO NORTH
 JJ0746'ON THE MAIN ROAD 14.7 MILES TO A SIDE ROAD RIGHT, JUST AFTER
 JJ0746'CROSSING A BRIDGE.  TURN RIGHT AND GO EAST 1.4 MILES TO THE
 JJ0746'AZIMUTH MARK ON THE LEFT AT THE TOP OF A SMALL GRADE.  CONTINUE
 JJ0746'EAST 0.6 MILE TO A CROSS ROAD.  TURN LEFT AND GO NORTH 0.3 MILE
 JJ0746'TO THE STATION ON THE LEFT.
 JJ0746'
 JJ0746'THE STATION MARK IS A STANDARD DISK STAMPED LANTERMAN 1954, SET
 JJ0746'IN THE TOP OF A 12-INCH-DIAMETER CONCRETE CYLINDER THAT IS 14
 JJ0746'INCHES BELOW GROUND SURFACE.  IT IS 30 FEET WEST OF THE CENTER LINE
 JJ0746'OF A DIRT ROAD, 33 FEET SOUTH OF A T-FENCE INTERSECTION, 5
 JJ0746'FEET WEST OF A FENCE LINE, AND 150 YARDS SOUTHWEST OF A FARM
 JJ0746'HOUSE.
 JJ0746'
 JJ0746'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LANTERMAN
 JJ0746'NO 1 1954, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT
 JJ0746'IS 2 INCHES BELOW GROUND SURFACE.  IT IS 30 FEET EAST OF THE CENTER
 JJ0746'LINE OF THE DIRT ROAD, 21 FEET SOUTH OF A METAL GATE POST,
 JJ0746'1 FOOT WEST OF A FENCE LINE, AND ABOUT 1.5 FEET HIGHER THAN THE
 JJ0746'STATION.
 JJ0746'
 JJ0746'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LANTERMAN
 JJ0746'NO 2 1954, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 JJ0746'THAT IS 6 INCHES BELOW GROUND SURFACE.  IT IS 30 FEET WEST OF THE
 JJ0746'CENTER LINE OF THE DIRT ROAD, 1 FOOT WEST OF A FENCE LINE, AND
 JJ0746'ABOUT 8 INCHES HIGHER THAN THE STATION.
 JJ0746'
 JJ0746'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LANTERMAN 1954, SET
 JJ0746'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT IS 2 INCHES
 JJ0746'BELOW GROUND SURFACE.  IT IS 33 FEET NORTH OF THE CENTER LINE OF
 JJ0746'A DIRT ROAD, 2 FEET WEST OF A WITNESS POST, AND IN AN EAST-WEST
 JJ0746'FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1275 ***********************************************************************
 JK1275  DESIGNATION -  LAPIN
 JK1275  PID         -  JK1275
 JK1275  STATE/COUNTY-  CO/CUSTER
 JK1275  USGS QUAD   -  DEER PEAK (1994)
 JK1275
 JK1275                         *CURRENT SURVEY CONTROL
 JK1275  ___________________________________________________________________
 JK1275* NAD 83(1992)-  38 00 31.58219(N)    105 14 35.90048(W)     ADJUSTED  
 JK1275* NAVD 88     -      3022.7    (meters)    9917.     (feet)  VERTCON   
 JK1275  ___________________________________________________________________
 JK1275  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 JK1275  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 JK1275
 JK1275  HORZ ORDER  -  THIRD
 JK1275
 JK1275.The horizontal coordinates were established by classical geodetic methods
 JK1275.and adjusted by the National Geodetic Survey in January 1993..
 JK1275
 JK1275.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1275
 JK1275.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1275
 JK1275.The geoid height was determined by GEOID03.
 JK1275
 JK1275;                    North         East     Units Scale Factor Converg.
 JK1275;SPC CO S     -   453,784.679   936,944.081   MT  0.99995003   +0 09 26.8
 JK1275;SPC CO S     - 1,488,791.90  3,073,957.37   sFT  0.99995003   +0 09 26.8
 JK1275;UTM  13      - 4,206,816.310   478,640.940   MT  0.99960562   -0 08 59.4
 JK1275
 JK1275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1275!SPC CO S     -   0.99952827  x   0.99995003  =   0.99947832
 JK1275!UTM  13      -   0.99952827  x   0.99960562  =   0.99913407
 JK1275
 JK1275:                Primary Azimuth Mark                     Grid Az
 JK1275:SPC CO S     -  PROMONTORY                               225 09 23.2
 JK1275:UTM  13      -  PROMONTORY                               225 27 49.4
 JK1275
 JK1275|---------------------------------------------------------------------|
 JK1275| PID    Reference Object                     Distance      Geod. Az  |
 JK1275|                                                           dddmmss.s |
 JK1275| HK0516 PROMONTORY                          APPROX.13.4 KM 2251850.0 |
 JK1275|---------------------------------------------------------------------|
 JK1275
 JK1275                          SUPERSEDED SURVEY CONTROL
 JK1275
 JK1275  NAD 83(1986)-  38 00 31.56982(N)    105 14 35.89817(W) AD(       ) 3
 JK1275  NAD 27      -  38 00 31.55307(N)    105 14 33.89631(W) AD(       ) 3
 JK1275  NGVD 29 (07/19/86) 3021.3    (m)         9912.     (f) VERT ANG       
 JK1275
 JK1275.Superseded values are not recommended for survey control.
 JK1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1275.See file dsdata.txt to determine how the superseded data were derived.
 JK1275
 JK1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC7864106816(NAD 83)
 JK1275
 JK1275  HISTORY     - Date     Condition        Report By
 JK1275  HISTORY     - 1953     MONUMENTED       USGS
 JK1275  HISTORY     - 1960     GOOD             USGS
 JK1275
 JK1275                          STATION DESCRIPTION
 JK1275
 JK1275'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 JK1275'STATION IS LOCATED ABOUT 15.0 MI. (AIRLINE) SE. OF WESTCLIFFE, ON A
 JK1275'BARE TOP, NEAR THE HEAD OF LAPIN CREEK.
 JK1275'
 JK1275'TO REACH FROM WESTCLIFFE POST OFFICE, PROCEED S. ON STATE HIGHWAY 69
 JK1275'10.5 MI. TO THE FIRST RD. JUNCTION E. AFTER CROSSING ANTELOPE CREEK,
 JK1275'THEN LEFT, CONTINUE 2.7 MI. ALONG UNIMPROVED DIRT RD. PARALLELING
 JK1275'DRAIN TO RD. FORK, THEN LEFT ACROSS DRAIN 0.1 MI. TO ANOTHER RD.
 JK1275'FORK, LEFT 1.1 MI. TO RD. FORK ON RIDGE AFTER LEAVING DRAINAGE, THEN
 JK1275'RIGHT ALONG TWO TRACK RD. 6.5 MI. ACROSS HEAD OF LAPIN CREEK AND S.
 JK1275'OUT OF DRAINAGE.  CONTINUE SW. LEAVING TRAIL 1.0 MI. TO OLD CABIN
 JK1275'RUINS ON BARE TOP AND STATION SITE.
 JK1275'
 JK1275'STATION MARK--STANDARD ALUMINUM TABLET, CEMENTED IN EMBEDDED ROCK,
 JK1275'STAMPED ---LAPIN 1953---.
 JK1275'
 JK1275'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0498 ***********************************************************************
 HL0498  DESIGNATION -  LARRY
 HL0498  PID         -  HL0498
 HL0498  STATE/COUNTY-  CO/CONEJOS
 HL0498  USGS QUAD   -  SPECTACLE LAKE (1967)
 HL0498
 HL0498                         *CURRENT SURVEY CONTROL
 HL0498  ___________________________________________________________________
 HL0498* NAD 83(1992)-  37 12 42.42679(N)    106 29 54.59258(W)     ADJUSTED  
 HL0498* NAVD 88     -      3511.3    (meters)   11520.     (feet)  VERTCON   
 HL0498  ___________________________________________________________________
 HL0498  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 HL0498  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 HL0498
 HL0498  HORZ ORDER  -  THIRD
 HL0498
 HL0498.The horizontal coordinates were established by classical geodetic methods
 HL0498.and adjusted by the National Geodetic Survey in January 1993..
 HL0498
 HL0498.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0498
 HL0498.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0498
 HL0498.The geoid height was determined by GEOID03.
 HL0498
 HL0498;                    North         East     Units Scale Factor Converg.
 HL0498;SPC CO S     -   365,773.904   825,772.303   MT  1.00000398   -0 36 44.8
 HL0498;SPC CO S     - 1,200,043.22  2,709,221.30   sFT  1.00000398   -0 36 44.8
 HL0498;UTM  13      - 4,119,418.482   367,036.138   MT  0.99981778   -0 54 22.9
 HL0498
 HL0498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0498!SPC CO S     -   0.99945169  x   1.00000398  =   0.99945567
 HL0498!UTM  13      -   0.99945169  x   0.99981778  =   0.99926957
 HL0498
 HL0498:                Primary Azimuth Mark                     Grid Az
 HL0498:SPC CO S     -  CONEJOS                                  323 40 32.9
 HL0498:UTM  13      -  CONEJOS                                  323 58 11.0
 HL0498
 HL0498|---------------------------------------------------------------------|
 HL0498| PID    Reference Object                     Distance      Geod. Az  |
 HL0498|                                                           dddmmss.s |
 HL0498| HL0502 CONEJOS                             APPROX.10.7 KM 3230348.1 |
 HL0498|---------------------------------------------------------------------|
 HL0498
 HL0498                          SUPERSEDED SURVEY CONTROL
 HL0498
 HL0498  NAD 83(1986)-  37 12 42.42756(N)    106 29 54.59771(W) AD(       ) 3
 HL0498  NAD 27      -  37 12 42.40170(N)    106 29 52.47126(W) AD(       ) 3
 HL0498  NGVD 29 (07/19/86) 3509.6    (m)        11514.     (f) VERT ANG       
 HL0498
 HL0498.Superseded values are not recommended for survey control.
 HL0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0498.See file dsdata.txt to determine how the superseded data were derived.
 HL0498
 HL0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB6703619418(NAD 83)
 HL0498_MARKER: DD = SURVEY DISK
 HL0498_SETTING: 66 = SET IN ROCK OUTCROP
 HL0498_SP_SET: SET IN ROCK OUTCROP
 HL0498_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0498+STABILITY: POSITION/ELEVATION WELL
 HL0498
 HL0498  HISTORY     - Date     Condition        Report By
 HL0498  HISTORY     - 1954     MONUMENTED       USGS
 HL0498
 HL0498                          STATION DESCRIPTION
 HL0498
 HL0498'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 HL0498'STATION IS LOCATED ABOUT 0.3 MI. E. OF NO NAME LAKE, ABOUT 2.0 MI.
 HL0498'SW. OF THE CONFLUENCE OF NORTH AND SOUTH CONEJOS RIVERS, 10 MI. SSE.
 HL0498'OF PLATORO, COLORADO, ON THE W. SIDE AND HIGHEST POINT OF A SMALL
 HL0498'ROCKY, TIMBERED TOP.
 HL0498'
 HL0498'TO REACH FROM THE LA MANGA CAMP GROUNDS ON THE CUMBRES PASS ROAD,
 HL0498'PACK ANIMALS CAN BE TAKEN TO THE STATION BY GOING W. ON THE
 HL0498'DIPPING LAKES TRAIL FOR ABOUT 4 MI. TO TRAIL FORKS, TAKE RIGHT
 HL0498'FORK FOR ABOUT 6.0 MI. TO BURROW LAKE.  FROM BURROW LAKE RIDE
 HL0498'ACROSS COUNTRY TO N. FOR ABOUT 2.0 MI. TO NO NAME LAKE AND
 HL0498'STATION SITE.
 HL0498'
 HL0498'STATION MARK--STANDARD TRIANGULATION TABLET, STAMPED ---LARRY
 HL0498'1954---, CEMENTED IN SOLID ROCK.
 HL0498'
 HL0498'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5255 ***********************************************************************
 AE5255  DESIGNATION -  LARRY
 AE5255  PID         -  AE5255
 AE5255  STATE/COUNTY-  CO/DENVER
 AE5255  USGS QUAD   -  FORT LOGAN (1994)
 AE5255
 AE5255                         *CURRENT SURVEY CONTROL
 AE5255  ___________________________________________________________________
 AE5255* NAD 83(1992)-  39 39 13.25681(N)    105 03 23.93627(W)     ADJUSTED  
 AE5255* NAVD 88     -      1643.0    (meters)    5390.     (feet)  GPS OBS   
 AE5255  ___________________________________________________________________
 AE5255  X           -  -1,277,720.774 (meters)                     COMP
 AE5255  Y           -  -4,749,729.424 (meters)                     COMP
 AE5255  Z           -   4,049,492.962 (meters)                     COMP
 AE5255  LAPLACE CORR-         -12.02  (seconds)                    DEFLEC99
 AE5255  ELLIP HEIGHT-        1626.46  (meters)          (12/03/02) GPS OBS
 AE5255  GEOID HEIGHT-         -16.61  (meters)                     GEOID03
 AE5255
 AE5255  HORZ ORDER  -  FIRST
 AE5255  ELLP ORDER  -  FOURTH    CLASS II
 AE5255
 AE5255.The horizontal coordinates were established by GPS observations
 AE5255.and adjusted by the National Geodetic Survey in January 1998..
 AE5255
 AE5255.The orthometric height was determined by GPS observations and a
 AE5255.high-resolution geoid model.
 AE5255
 AE5255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5255
 AE5255.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5255
 AE5255.The ellipsoidal height was determined by GPS observations
 AE5255.and is referenced to NAD 83.
 AE5255
 AE5255.The geoid height was determined by GEOID03.
 AE5255
 AE5255;                    North         East     Units Scale Factor Converg.
 AE5255;SPC CO C     -   506,970.906   952,451.027   MT  0.99998237   +0 16 46.6
 AE5255;SPC CO C     - 1,663,287.05  3,124,833.08   sFT  0.99998237   +0 16 46.6
 AE5255;UTM  13      - 4,389,322.042   495,140.122   MT  0.99960029   -0 02 10.1
 AE5255
 AE5255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5255!SPC CO C     -   0.99974490  x   0.99998237  =   0.99972727
 AE5255!UTM  13      -   0.99974490  x   0.99960029  =   0.99934529
 AE5255
 AE5255                          SUPERSEDED SURVEY CONTROL
 AE5255
 AE5255  ELLIP H (01/12/98) 1626.50   (m)                       GP(       ) 4 1
 AE5255
 AE5255.Superseded values are not recommended for survey control.
 AE5255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5255.See file dsdata.txt to determine how the superseded data were derived.
 AE5255
 AE5255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9514089322(NAD 83)
 AE5255_MARKER: DH = HORIZONTAL CONTROL DISK
 AE5255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5255_STAMPING: LARRY 1996
 AE5255_MARK LOGO: NGS   
 AE5255_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AE5255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5255+STABILITY: SURFACE MOTION
 AE5255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5255+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE5255
 AE5255  HISTORY     - Date     Condition        Report By
 AE5255  HISTORY     - 1996     MONUMENTED       NGS
 AE5255
 AE5255                          STATION DESCRIPTION
 AE5255
 AE5255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE5255'THE STATION IS LOCATED IN THE CITY OF DENVER, IN THE SOUTHEAST 1/4 OF
 AE5255'SECTION 36, T 4 S, R 69 W, AT U.  S.  HIGHWAY 285 MILEPOST 256.4.
 AE5255'OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION RIGHT-OF-WAY  TO REACH
 AE5255'THE STATION FROM THE INTERSECTION OF THE WEST BOUND ON RAMP FOR U.  S.
 AE5255'HIGHWAY 285 (HAMPDEN AVENUE) AND SHERIDAN BLVD., GO WEST ON THE WEST
 AE5255'BOUND ON RAMP TO U.  S.  HIGHWAY 285 (HAMPDEN AVENUE) FOR 0.2 MI (0.3
 AE5255'KM) TO THE STATION ON THE RIGHT JUST BEFORE GETTING ON TO THE HIGHWAY
 AE5255'THE MARK IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST FLUSH
 AE5255'WITH THE GROUND.  IT IS 34.9 M (114.5 FT) NORTHWEST FROM A LIGHT POST,
 AE5255'31.2 M (102.4 FT) NORTHEAST FROM A LIGHT POST, 24.7 M (81.0 FT) NORTH
 AE5255'FROM THE NORTHERN EDGE OF OIL FOR HAMPDEN AVENUE, 5.4 M (17.7 FT)
 AE5255'SOUTH-SOUTHEAST FROM THE NORTHERN RIGHT-OF-WAY FENCE, 5.2 M (17.1 FT)
 AE5255'SOUTH FROM CDOT CONTROL DISK 11-285, 0.7 M (2.3 FT) WEST-NORTHWEST
 AE5255'FROM A WITNESS POST AND 0.7 M (2.3 FT) EAST-NORTHEAST OF A WITNESS
 AE5255'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3461 ***********************************************************************
 AJ3461  DESIGNATION -  LARRY
 AJ3461  PID         -  AJ3461
 AJ3461  STATE/COUNTY-  CO/MESA
 AJ3461  USGS QUAD   -  CAMEO (1955)
 AJ3461
 AJ3461                         *CURRENT SURVEY CONTROL
 AJ3461  ___________________________________________________________________
 AJ3461* NAD 83(1992)-  39 11 53.77180(N)    108 16 00.62436(W)     ADJUSTED  
 AJ3461* NAVD 88     -      1482.6    (meters)    4864.     (feet)  GPS OBS   
 AJ3461  ___________________________________________________________________
 AJ3461  X           -  -1,551,724.827 (meters)                     COMP
 AJ3461  Y           -  -4,701,107.315 (meters)                     COMP
 AJ3461  Z           -   4,010,325.732 (meters)                     COMP
 AJ3461  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 AJ3461  ELLIP HEIGHT-        1466.18  (meters)          (12/03/02) GPS OBS
 AJ3461  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 AJ3461
 AJ3461  HORZ ORDER  -  FIRST
 AJ3461  ELLP ORDER  -  FOURTH    CLASS II
 AJ3461
 AJ3461.The horizontal coordinates were established by GPS observations
 AJ3461.and adjusted by the National Geodetic Survey in May 2001..
 AJ3461
 AJ3461.The orthometric height was determined by GPS observations and a
 AJ3461.high-resolution geoid model.
 AJ3461
 AJ3461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3461
 AJ3461.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3461
 AJ3461.The ellipsoidal height was determined by GPS observations
 AJ3461.and is referenced to NAD 83.
 AJ3461
 AJ3461.The geoid height was determined by GEOID03.
 AJ3461
 AJ3461;                    North         East     Units Scale Factor Converg.
 AJ3461;SPC CO C     -   459,957.997   675,442.701   MT  0.99993735   -1 44 42.1
 AJ3461;SPC CO C     - 1,509,045.53  2,216,014.93   sFT  0.99993735   -1 44 42.1
 AJ3461;UTM  12      - 4,342,338.572   736,025.371   MT  1.00028598   +1 43 41.4
 AJ3461
 AJ3461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3461!SPC CO C     -   0.99977002  x   0.99993735  =   0.99970738
 AJ3461!UTM  12      -   0.99977002  x   1.00028598  =   1.00005593
 AJ3461
 AJ3461                          SUPERSEDED SURVEY CONTROL
 AJ3461
 AJ3461.No superseded survey control is available for this station.
 AJ3461
 AJ3461_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ3602542339(NAD 83)
 AJ3461_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ3461_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AJ3461_STAMPING: LARRY 2000
 AJ3461_MARK LOGO: NGS   
 AJ3461_PROJECTION: PROJECTING 10 CENTIMETERS
 AJ3461_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ3461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ3461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3461+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2000
 AJ3461_ROD/PIPE-DEPTH: 0.6  meters
 AJ3461
 AJ3461  HISTORY     - Date     Condition        Report By
 AJ3461  HISTORY     - 20001005 MONUMENTED       NGS
 AJ3461
 AJ3461                          STATION DESCRIPTION
 AJ3461
 AJ3461'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 AJ3461'THE STATION IS LOCATED ABOUT 1.25 MI NORTHEAST OF THE INTERSECTION
 AJ3461'OF INTERSTATE 70 AND STATE HIGHWAY 65, 0.25 MI EAST OF THE EAST END
 AJ3461'OF THE RAILROAD TUNNEL THROUGH BEAVERTAIL MOUNTAIN AND 0.25
 AJ3461'NORTHEAST OF THE EAST END OF THE INTERSTATE 70  TUNNEL THROUGH
 AJ3461'BEAVERTAIL MOUNTAIN, IN THE SOUTHWEST 1/4 OF SECTION 7, T 10 S, R 97
 AJ3461'W. OWNERSHIP--FEDERAL LAND.
 AJ3461' 
 AJ3461'TO REACH THE STATION FROM INTERSTATE 70 AT EXIT 49, THE GRAND
 AJ3461'MESA-COLLBRAN EXIT, GO EAST ON INTERSTATE 70 FOR 1.1 MI TO AN OFF
 AJ3461'RAMP FOR A PARKING AREA JUST BEFORE CROSSING A BRIDGE AND GOING
 AJ3461'THROUGH A TUNNEL. TAKE THE OFF RAMP ALONG THE OLD HIGHWAY BY
 AJ3461'THE RIVER FOR 1.2 MI TO A SIDE ROAD RIGHT, OPPOSITE A CDOT STORAGE
 AJ3461'AREA. TURN RIGHT, NORTHEAST ABOUT 30 M TO A T-INTERSECTION.
 AJ3461'TURN LEFT, NORTH, UPHILL, ON AN OLD ASPHALT ROAD FOR 0.3 MI TO THE
 AJ3461'STATION ON THE LEFT. IT IS 0.05 MI EAST-SOUTHEAST FROM THE EASTERN
 AJ3461'BRIDGE OVER THE COLORADO RIVER, JUST AFTER PASSING THROUGH THE
 AJ3461'TUNNELS.
 AJ3461' 
 AJ3461'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A 4-INCH IRON PIPE
 AJ3461'FILLED WITH CONCRETE, PROJECTING 10 CM ABOVE A CONCRETE PAD. THE
 AJ3461'PIPE IS ABOUT 0.6 M IN THE GROUND AND WAS USED TO SURVEY FROM
 AJ3461'DURING THE CONSTRUCTION OF THE INTERSTATE TUNNELS. IT IS 17.2 M
 AJ3461'SOUTH FROM THE END OF A FENCE GOING EAST, UPHILL, 14.0 M
 AJ3461'SOUTH-SOUTHEAST FROM THE END OF A FENCE, 6.5 M WEST-SOUTHWEST
 AJ3461'FROM THE CENTER OF AN OLD PAVED ROAD, 4.5 M EAST-NORTHEAST FROM
 AJ3461'THE WEST END OF A SANDSTONE OUTCROP AND 2.1 M WEST-SOUTHWEST
 AJ3461'FROM A FENCE.
 AJ3461' 
 AJ3461' 
 AJ3461' 
 AJ3461' 
 AJ3461' 
 AJ3461'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0412 ***********************************************************************
 JJ0412  DESIGNATION -  LAS ANIMAS
 JJ0412  PID         -  JJ0412
 JJ0412  STATE/COUNTY-  CO/BENT
 JJ0412  USGS QUAD   -  LAS ANIMAS (1979)
 JJ0412
 JJ0412                         *CURRENT SURVEY CONTROL
 JJ0412  ___________________________________________________________________
 JJ0412* NAD 83(1986)-  38 03 50.     (N)    103 13 12.     (W)     SCALED    
 JJ0412* NAVD 88     -      1187.084  (meters)    3894.62   (feet)  ADJUSTED  
 JJ0412  ___________________________________________________________________
 JJ0412  GEOID HEIGHT-         -22.52  (meters)                     GEOID03
 JJ0412  DYNAMIC HT  -        1185.914 (meters)    3890.79  (feet)  COMP
 JJ0412  MODELED GRAV-     979,602.9   (mgal)                       NAVD 88
 JJ0412
 JJ0412  VERT ORDER  -  FIRST     CLASS II
 JJ0412
 JJ0412.The horizontal coordinates were scaled from a topographic map and have
 JJ0412.an estimated accuracy of +/- 6 seconds.
 JJ0412
 JJ0412.The orthometric height was determined by differential leveling
 JJ0412.and adjusted by the National Geodetic Survey in June 1991..
 JJ0412
 JJ0412.The geoid height was determined by GEOID03.
 JJ0412
 JJ0412.The dynamic height is computed by dividing the NAVD 88
 JJ0412.geopotential number by the normal gravity value computed on the
 JJ0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0412.degrees latitude (g = 980.6199 gals.).
 JJ0412
 JJ0412.The modeled gravity was interpolated from observed gravity values.
 JJ0412
 JJ0412;                    North         East    Units  Estimated Accuracy
 JJ0412;SPC CO S     -   462,310.    1,114,460.      MT  (+/- 180 meters Scaled)
 JJ0412
 JJ0412                          SUPERSEDED SURVEY CONTROL
 JJ0412
 JJ0412  NGVD 29 (??/??/92) 1186.463  (m)         3892.59   (f) ADJ UNCH    1 2
 JJ0412
 JJ0412.Superseded values are not recommended for survey control.
 JJ0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0412.See file dsdata.txt to determine how the superseded data were derived.
 JJ0412
 JJ0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC561143(NAD 83)
 JJ0412_MARKER: DB = BENCH MARK DISK
 JJ0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0412_STAMPING: LAS ANIMAS 1933
 JJ0412_MARK LOGO: CGS   
 JJ0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0412+STABILITY: SURFACE MOTION
 JJ0412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0412+SATELLITE: SATELLITE OBSERVATIONS - April 26, 1999
 JJ0412
 JJ0412  HISTORY     - Date     Condition        Report By
 JJ0412  HISTORY     - 1933     MONUMENTED       LOCENG
 JJ0412  HISTORY     - 1951     GOOD             NGS
 JJ0412  HISTORY     - 1985     GOOD             NGS
 JJ0412  HISTORY     - 19990426 GOOD             NGS
 JJ0412
 JJ0412                          STATION DESCRIPTION
 JJ0412
 JJ0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JJ0412'AT LAS ANIMAS.
 JJ0412'AT LAS ANIMAS, 180 FEET NORTH OF THE CENTERLINE OF THE ATCHISON,
 JJ0412'TOPEKA AND SANTA FE RAILWAY MAIN TRACK, AT THE SOUTHEAST CORNER OF
 JJ0412'THE COURTHOUSE SQUARE, 165 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 JJ0412'OF THE COURTHOUSE, 7 FEET NORTH OF THE NORTH EDGE OF THE SIDEWALK
 JJ0412'ON EIGHTH STREET, AND 5 FEET WEST OF THE WEST EDGE OF THE
 JJ0412'SIDEWALK ON BENT AVENUE.  A STANDARD DISK, STAMPED LAS ANIMAS 1933
 JJ0412'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE
 JJ0412'GROUND.
 JJ0412
 JJ0412                          STATION RECOVERY (1985)
 JJ0412
 JJ0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0412'RECOVERED IN GOOD CONDITION.  NOTE--THE MARK IS NOW 3 INCHES
 JJ0412'UNDERGROUND.
 JJ0412
 JJ0412                          STATION RECOVERY (1999)
 JJ0412
 JJ0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 JJ0412'THE MARK WAS RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS
 JJ0412'TO THE DESCRIPTION. IT IS 0.7 M SOUTH FROM A WITNESS POST, BETWEEN TO
 JJ0412'JUNIPER BUSHES AND RECESSED ABOUT 6 CM BELOW THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0932 ***********************************************************************
 JJ0932  DESIGNATION -  LAS ANIMAS CEMETERY WATER TANK
 JJ0932  PID         -  JJ0932
 JJ0932  STATE/COUNTY-  CO/BENT
 JJ0932  USGS QUAD   -  LAS ANIMAS (1979)
 JJ0932
 JJ0932                         *CURRENT SURVEY CONTROL
 JJ0932  ___________________________________________________________________
 JJ0932* NAD 83(1992)-  38 02 35.83058(N)    103 13 03.66228(W)     ADJUSTED  
 JJ0932* NAVD 88     -                                                        
 JJ0932  ___________________________________________________________________
 JJ0932  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 JJ0932  GEOID HEIGHT-         -22.50  (meters)                     GEOID03
 JJ0932
 JJ0932  HORZ ORDER  -  THIRD
 JJ0932
 JJ0932.The horizontal coordinates were established by classical geodetic methods
 JJ0932.and adjusted by the National Geodetic Survey in January 1993..
 JJ0932
 JJ0932
 JJ0932.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0932
 JJ0932.The geoid height was determined by GEOID03.
 JJ0932
 JJ0932;                    North         East     Units Scale Factor Converg.
 JJ0932;SPC CO S     -   460,031.689 1,114,715.835   MT  0.99995204   +1 23 59.7
 JJ0932;SPC CO S     - 1,509,287.30  3,657,196.87   sFT  0.99995204   +1 23 59.7
 JJ0932;UTM  13      - 4,212,117.080   656,396.689   MT  0.99990126   +1 05 54.9
 JJ0932
 JJ0932                          SUPERSEDED SURVEY CONTROL
 JJ0932
 JJ0932  NAD 83(1986)-  38 02 35.81795(N)    103 13 03.65450(W) AD(       ) 4
 JJ0932  NAD 27      -  38 02 35.79267(N)    103 13 01.90716(W) AD(       ) 3
 JJ0932
 JJ0932.Superseded values are not recommended for survey control.
 JJ0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0932.See file dsdata.txt to determine how the superseded data were derived.
 JJ0932
 JJ0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC5639712117(NAD 83)
 JJ0932_MARKER: 53 = ELEVATED TANK
 JJ0932
 JJ0932  HISTORY     - Date     Condition        Report By
 JJ0932  HISTORY     - 1952     FIRST OBSERVED   CGS
 JJ0932  HISTORY     - 1954     GOOD             CGS
 JJ0932
 JJ0932                          STATION DESCRIPTION
 JJ0932
 JJ0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LGT)
 JJ0932'THE STATION IS THE LAS ANIMAS CEMETERY WATER TANK THAT IS
 JJ0932'LOCATED ABOUT 1.5 MILES SOUTH OF LAS ANIMAS AND AT THE NORTHWEST
 JJ0932'EDGE OF THE CEMETERY.  THE TANK IS METAL, PAINTED ALUMINUM
 JJ0932'COLOR AND MOUNTED ATOP A FOUR LEGGED TOWER.
 JJ0932'
 JJ0932'THE HEIGHT OF THE TANK IS APPROXIMATELY 120 FEET.
 JJ0932
 JJ0932                          STATION RECOVERY (1954)
 JJ0932
 JJ0932'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0932'STATION IS LOCATED ABOUT 2.0 MILES SOUTH OF LAS ANIMAS, 0.1
 JJ0932'MILE WEST OF STATE HIGHWAY 101 NEAR THE NORTH EDGE OF THE LAS
 JJ0932'ANIMAS CEMETERY.  THE TANK IS COLORED SILVER AND MOUNTED ON
 JJ0932'FOUR, BLACK, STRUCTURAL STEEL LEGS.  IT IS ABOUT 80 FEET
 JJ0932'IN HEIGHT.  THE CENTER OF TANK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0928 ***********************************************************************
 JJ0928  DESIGNATION -  LAS ANIMAS MUNICIPAL TANK
 JJ0928  PID         -  JJ0928
 JJ0928  STATE/COUNTY-  CO/BENT
 JJ0928  USGS QUAD   -  LAS ANIMAS (1979)
 JJ0928
 JJ0928                         *CURRENT SURVEY CONTROL
 JJ0928  ___________________________________________________________________
 JJ0928* NAD 83(1992)-  38 04 00.20516(N)    103 14 01.49743(W)     ADJUSTED  
 JJ0928* NAVD 88     -      1191.     (meters)    3907.     (feet)  SCALED    
 JJ0928  ___________________________________________________________________
 JJ0928  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 JJ0928  GEOID HEIGHT-         -22.51  (meters)                     GEOID03
 JJ0928
 JJ0928  HORZ ORDER  -  THIRD
 JJ0928
 JJ0928.The horizontal coordinates were established by classical geodetic methods
 JJ0928.and adjusted by the National Geodetic Survey in January 1993..
 JJ0928
 JJ0928.The orthometric height was scaled from a topographic map.
 JJ0928
 JJ0928.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0928
 JJ0928.The geoid height was determined by GEOID03.
 JJ0928
 JJ0928;                    North         East     Units Scale Factor Converg.
 JJ0928;SPC CO S     -   462,597.962 1,113,242.987   MT  0.99995361   +1 23 24.2
 JJ0928;SPC CO S     - 1,517,706.81  3,652,364.70   sFT  0.99995361   +1 23 24.2
 JJ0928;UTM  13      - 4,214,690.917   654,937.426   MT  0.99989566   +1 05 21.3
 JJ0928
 JJ0928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0928!SPC CO S     -   0.99981674  x   0.99995361  =   0.99977036
 JJ0928!UTM  13      -   0.99981674  x   0.99989566  =   0.99971242
 JJ0928
 JJ0928                          SUPERSEDED SURVEY CONTROL
 JJ0928
 JJ0928  NAD 83(1986)-  38 04 00.19241(N)    103 14 01.49094(W) AD(       ) 4
 JJ0928  NAD 27      -  38 04 00.16596(N)    103 13 59.74319(W) AD(       ) 3
 JJ0928
 JJ0928.Superseded values are not recommended for survey control.
 JJ0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0928.See file dsdata.txt to determine how the superseded data were derived.
 JJ0928
 JJ0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC5493714691(NAD 83)
 JJ0928_MARKER: 51 = TANK
 JJ0928
 JJ0928  HISTORY     - Date     Condition        Report By
 JJ0928  HISTORY     - 1949     FIRST OBSERVED   USGS
 JJ0928  HISTORY     - 1952     GOOD             CGS
 JJ0928  HISTORY     - 1954     GOOD             CGS
 JJ0928
 JJ0928                          STATION DESCRIPTION
 JJ0928
 JJ0928'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 JJ0928'LONGEST AND LARGEST OF THREE WATER TANKS IN LAS ANIMAS, LOCATED ON
 JJ0928'NE. EDGE OF LAS ANIMAS (OK 52 JJR).
 JJ0928
 JJ0928                          STATION RECOVERY (1952)
 JJ0928
 JJ0928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (LGT)
 JJ0928'THE STATION IS THE LAS ANIMAS CITY WATER TANK THAT IS LOCATED
 JJ0928'IN THE WEST PART OF LAS ANIMAS NORTH OF 6 TH. STREET AND
 JJ0928'WEST OF COTTONWOOD STREET.  THE TANK IS METAL, PAINTED ALUMINUM
 JJ0928'COLOR AND MOUNTED ATOP A SIX LEGGED TOWER.  THE LETTERS
 JJ0928'LAS ANIMAS ARE PAINTED ON THE SOUTH SIDE OF THE TANK IN A
 JJ0928'BLACK COLOR.
 JJ0928'
 JJ0928'THE HEIGHT OF THE TANK IS APPROXIMATELY 125 FEET.
 JJ0928
 JJ0928                          STATION RECOVERY (1954)
 JJ0928
 JJ0928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0928'STATION IS LOCATED IN THE WEST EDGE OF LAS ANIMAS AT THE
 JJ0928'NORTHWEST CORNER OF SIXTH AND COTTON STREETS.  IT IS A LARGE
 JJ0928'TANK MOUNTED ON SIX STRUCTURAL STEEL LEGS AND IS ABOUT 120
 JJ0928'FEET IN HEIGHT.  THE STRUCTURE IS PAINTED SILVER.  THE CENTER
 JJ0928'OF THE TANK WAS INTERSECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0532 ***********************************************************************
 KJ0532  DESIGNATION -  LASATER
 KJ0532  PID         -  KJ0532
 KJ0532  STATE/COUNTY-  CO/ELBERT
 KJ0532  USGS QUAD   -  MATHESON (1970)
 KJ0532
 KJ0532                         *CURRENT SURVEY CONTROL
 KJ0532  ___________________________________________________________________
 KJ0532* NAD 83(1992)-  39 12 07.38785(N)    103 57 40.97756(W)     ADJUSTED  
 KJ0532* NAVD 88     -      1850.2    (meters)    6070.     (feet)  VERTCON   
 KJ0532  ___________________________________________________________________
 KJ0532  LAPLACE CORR-          -5.27  (seconds)                    DEFLEC99
 KJ0532  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 KJ0532
 KJ0532  HORZ ORDER  -  SECOND
 KJ0532
 KJ0532.The horizontal coordinates were established by classical geodetic methods
 KJ0532.and adjusted by the National Geodetic Survey in January 1993..
 KJ0532
 KJ0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0532
 KJ0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0532
 KJ0532.The geoid height was determined by GEOID03.
 KJ0532
 KJ0532;                    North         East     Units Scale Factor Converg.
 KJ0532;SPC CO C     -   457,864.061 1,047,292.143   MT  0.99993746   +0 58 13.4
 KJ0532;SPC CO C     - 1,502,175.67  3,435,990.97   sFT  0.99993746   +0 58 13.4
 KJ0532;UTM  13      - 4,339,712.707   589,680.348   MT  0.99969903   +0 39 23.4
 KJ0532
 KJ0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0532!SPC CO C     -   0.99971279  x   0.99993746  =   0.99965027
 KJ0532!UTM  13      -   0.99971279  x   0.99969903  =   0.99941190
 KJ0532
 KJ0532:                Primary Azimuth Mark                     Grid Az
 KJ0532:SPC CO C     -  PATCH                                    359 04 41.0
 KJ0532:UTM  13      -  PATCH                                    359 23 31.0
 KJ0532
 KJ0532|---------------------------------------------------------------------|
 KJ0532| PID    Reference Object                     Distance      Geod. Az  |
 KJ0532|                                                           dddmmss.s |
 KJ0532| KJ0536 PATCH                               APPROX.10.9 KM 0000254.4 |
 KJ0532| CP7570 LASATER RM 1                         11.245 METERS 17451     |
 KJ0532| CP7571 LASATER RM 2                         11.596 METERS 27221     |
 KJ0532|---------------------------------------------------------------------|
 KJ0532
 KJ0532                          SUPERSEDED SURVEY CONTROL
 KJ0532
 KJ0532  NAD 83(1986)-  39 12 07.38012(N)    103 57 40.97391(W) AD(       ) 2
 KJ0532  NAD 27      -  39 12 07.42463(N)    103 57 39.13150(W) AD(       ) 2
 KJ0532  NGVD 29 (07/19/86) 1849.3    (m)         6067.     (f) VERT ANG       
 KJ0532
 KJ0532.Superseded values are not recommended for survey control.
 KJ0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0532.See file dsdata.txt to determine how the superseded data were derived.
 KJ0532
 KJ0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED8968039713(NAD 83)
 KJ0532_MARKER: DD = SURVEY DISK
 KJ0532_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KJ0532_SP_SET: PREFABRICATED CONCRETE POST
 KJ0532
 KJ0532  HISTORY     - Date     Condition        Report By
 KJ0532  HISTORY     - 1970     MONUMENTED       USGS
 KJ0532  HISTORY     - 1983     GOOD             LOCENG
 KJ0532
 KJ0532                          STATION DESCRIPTION
 KJ0532
 KJ0532'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEP)
 KJ0532'THE STATION IS LOCATED WEST 15 DEGREES SOUTH ABOUT 16 MILES
 KJ0532'AIRLINE FROM LIMON, COLORADO.  EAST 32 DEGREES NORTH ABOUT 22
 KJ0532'MILES AIRLINE FROM CALHAN, COLORADO.  ON A GRASSY HILL TOP.  8.4
 KJ0532'FEET WEST OF A USGS WITNESS SIGN MOUNTED ON A METAL POST.  ON
 KJ0532'LAND OWNED BY TOM LASATER.
 KJ0532'
 KJ0532'TO REACH THE STATION FROM THE POST OFFICE AT MATHESON, COLORADO,
 KJ0532'GO NORTH 1.4 MILES TO GATE ON THE RIGHT (EAST), PASS THROUGH
 KJ0532'GATE AND PROCEED NORTHEAST ON TRACK ROAD 1.1 MILES TO TOP OF
 KJ0532'HILL, TURN LEFT (NORTH) AND PROCEED 0.1 MILE CROSS COUNTRY
 KJ0532'TO TOP OF HILL AND THE STATION SITE.
 KJ0532'
 KJ0532'ALL MARKS ARE USGS BRASS TABLETS SOLDERED TO COPPER COATED STEEL
 KJ0532'RODS CENTERED IN TILE 6 INCHES IN DIAMETER AND 12 INCHES LONG
 KJ0532'FILLED WITH GRAVEL AND SET FLUSH WITH GROUND SURFACE.
 KJ0532'
 KJ0532'STATION MARK IS A ROD DRIVEN 10 FEET TO REFUSAL.  TABLET IS
 KJ0532'STAMPED LASATER ET 1970.
 KJ0532'
 KJ0532'REFERENCE MARK NO. 1 IS A ROD DRIVEN 10 FEET TO REFUSAL.  TABLET
 KJ0532'IS STAMPED LASATER ET 1 1970.
 KJ0532'
 KJ0532'REFERENCE MARK NO. 2 IS A ROD DRIVEN 10 FEET TO REFUSAL.  TABLET
 KJ0532'IS STAMPED LASATER ET 2 1970.
 KJ0532'
 KJ0532'STATION PATCH ET 1970 IS VISIBLE FROM THE GROUND AT THIS
 KJ0532'STATION AND WILL SERVE AS THE AZIMUTH MARK.
 KJ0532'
 KJ0532'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
 KJ0532
 KJ0532                          STATION RECOVERY (1983)
 KJ0532
 KJ0532'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (TH)
 KJ0532'LASTER ET 1970 RECOVERED GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0362 ***********************************************************************
 HJ0362  DESIGNATION -  LAST
 HJ0362  PID         -  HJ0362
 HJ0362  STATE/COUNTY-  CO/BENT
 HJ0362  USGS QUAD   -  TOONERVILLE NE (1966)
 HJ0362
 HJ0362                         *CURRENT SURVEY CONTROL
 HJ0362  ___________________________________________________________________
 HJ0362* NAD 83(1992)-  37 59 51.98688(N)    103 03 00.01190(W)     ADJUSTED  
 HJ0362* NAVD 88     -      1216.     (meters)    3989.     (feet)  SCALED    
 HJ0362  ___________________________________________________________________
 HJ0362  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 HJ0362  GEOID HEIGHT-         -22.60  (meters)                     GEOID03
 HJ0362
 HJ0362  HORZ ORDER  -  THIRD
 HJ0362
 HJ0362.The horizontal coordinates were established by classical geodetic methods
 HJ0362.and adjusted by the National Geodetic Survey in January 1993..
 HJ0362
 HJ0362.The orthometric height was scaled from a topographic map.
 HJ0362
 HJ0362.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0362
 HJ0362.The geoid height was determined by GEOID03.
 HJ0362
 HJ0362;                    North         East     Units Scale Factor Converg.
 HJ0362;SPC CO S     -   455,354.761 1,129,562.025   MT  0.99994946   +1 30 10.0
 HJ0362;SPC CO S     - 1,493,943.08  3,705,904.74   sFT  0.99994946   +1 30 10.0
 HJ0362;UTM  13      - 4,207,362.149   671,217.754   MT  0.99996107   +1 12 02.8
 HJ0362
 HJ0362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0362!SPC CO S     -   0.99981284  x   0.99994946  =   0.99976231
 HJ0362!UTM  13      -   0.99981284  x   0.99996107  =   0.99977391
 HJ0362
 HJ0362|---------------------------------------------------------------------|
 HJ0362| PID    Reference Object                     Distance      Geod. Az  |
 HJ0362|                                                           dddmmss.s |
 HJ0362| HJ0363 24 WF SPIKE                           5.100 METERS 01108     |
 HJ0362| CM8944 LAST RM 1                            18.436 METERS 27517     |
 HJ0362| HJ0361 24 WF                                71.165 METERS 34440     |
 HJ0362| CM8943 LAST AZ MK                                         3591954.5 |
 HJ0362|---------------------------------------------------------------------|
 HJ0362
 HJ0362                          SUPERSEDED SURVEY CONTROL
 HJ0362
 HJ0362  NAD 83(1986)-  37 59 51.97640(N)    103 03 00.00225(W) AD(       ) 3
 HJ0362  NAD 27      -  37 59 51.95096(N)    103 02 58.27642(W) AD(       ) 3
 HJ0362
 HJ0362.Superseded values are not recommended for survey control.
 HJ0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0362.See file dsdata.txt to determine how the superseded data were derived.
 HJ0362
 HJ0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC7121807362(NAD 83)
 HJ0362_MARKER: DS = TRIANGULATION STATION DISK
 HJ0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HJ0362+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2004
 HJ0362
 HJ0362  HISTORY     - Date     Condition        Report By
 HJ0362  HISTORY     - 1954     MONUMENTED       CGS
 HJ0362  HISTORY     - 20040927 GOOD             LOCENG
 HJ0362
 HJ0362                          STATION DESCRIPTION
 HJ0362
 HJ0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 HJ0362'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF A FIELD
 HJ0362'AT A CROSS ROAD.  IT IS ABOUT 11 MILES AIRLINE EAST-SOUTHEAST OF
 HJ0362'LAS ANIMAS, 9.5 MILES AIRLINE SOUTHWEST OF HASTY, AND 24 MILES
 HJ0362'AIRLINE WEST-SOUTHWEST OF LAMAR.
 HJ0362'
 HJ0362'TO REACH FROM THE U.S. POST OFFICE IN HASTY, GO SOUTH AND WEST
 HJ0362'ON STATE HIGHWAY 266 6.1 MILES TO CADDOA RAILROAD SIDING.
 HJ0362'CROSS RAILROAD TRACKS AND GO SOUTH 2.4 MILES.  TURN RIGHT AND GO
 HJ0362'WEST 4.6 MILES.  TURN LEFT AND GO SOUTH 0.3 MILE TO THE AZIMUTH
 HJ0362'MARK ON THE WEST SIDE OF THE ROAD.  CONTINUE SOUTH 0.7 MILE
 HJ0362'TO A CROSS ROAD AND THE STATION ON THE LEFT IN THE NORTHWEST
 HJ0362'CORNER OF A FIELD.
 HJ0362'
 HJ0362'THE STATION MARK IS A STANDARD DISK STAMPED LAST 1954, SET IN
 HJ0362'THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 HJ0362'4 INCHES.  IT IS 31.5 FEET EAST OF THE CENTER LINE OF THE
 HJ0362'NORTH-SOUTH ROAD, 48 FEET SOUTH OF THE CENTER LINE OF THE
 HJ0362'EAST-WEST ROAD, 9 FEET SOUTH OF A POWER LINE POLE, AND 15 FEET
 HJ0362'SOUTH-SOUTHEAST OF A FENCE CORNER.
 HJ0362'
 HJ0362'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LAST
 HJ0362'NO 1 1954, SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT
 HJ0362'THAT PROJECTS 2 INCHES.  IT IS 30 FEET WEST OF THE CENTER
 HJ0362'LINE OF THE ROAD, 18 INCHES WEST OF A FENCE LINE, AND AT THE
 HJ0362'SAME ELEVATION AS THE STATION.
 HJ0362'
 HJ0362'BM 24 WF IS A STANDARD USGS BENCH MARK DISK STAMPED 3981 24
 HJ0362'WF 1949, SET IN THE TOP OF A 6-INCH-SQUARE CONCRETE MONUMENT
 HJ0362'THAT PROJECTS 4 INCHES.  IT IS 33 FEET WEST OF THE CENTER LINE
 HJ0362'OF THE NORTH-SOUTH ROAD, 30 FEET NORTH OF THE CENTER LINE
 HJ0362'OF THE EAST-WEST ROAD, 10 FEET WEST OF A FENCE CORNER, 18
 HJ0362'INCHES SOUTH OF A FENCE LINE, AND ABOUT 4 FEET LOWER THAN THE
 HJ0362'STATION.
 HJ0362'
 HJ0362'USGS BM IS A SPIKE CENTERED IN A 1-INCH-DIAMETER IRON WASHER
 HJ0362'THAT IS STAMPED USGS BM AND SET IN THE TOP OF A 4-INCH-DIAMETER
 HJ0362'CONCRETE CYLINDER THAT PROJECTS 4 INCHES.  IT IS 1 FOOT SOUTH OF
 HJ0362'A FENCE LINE, 27 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 HJ0362'ROAD, AND 1 FOOT LOWER THAN THE STATION.
 HJ0362'
 HJ0362'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LAST 1954, SET IN
 HJ0362'THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT PROJECTS
 HJ0362'3 INCHES.  IT IS LOCATED ON A SMALL RISE, 27 FEET WEST OF THE
 HJ0362'CENTER LINE OF THE ROAD AND 1 FOOT EAST OF A FENCE LINE.
 HJ0362
 HJ0362                          STATION RECOVERY (2004)
 HJ0362
 HJ0362'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2004 (MFM)
 HJ0362'RECOVERED IN GOOD CONDITION. MARK IS IN PRIVATE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0543 ***********************************************************************
 KJ0543  DESIGNATION -  LAST
 KJ0543  PID         -  KJ0543
 KJ0543  STATE/COUNTY-  CO/WASHINGTON
 KJ0543  USGS QUAD   -  LAST CHANCE (1973)
 KJ0543
 KJ0543                         *CURRENT SURVEY CONTROL
 KJ0543  ___________________________________________________________________
 KJ0543* NAD 83(1992)-  39 44 46.36588(N)    103 31 58.41919(W)     ADJUSTED  
 KJ0543* NAVD 88     -      1514.7    (meters)    4969.     (feet)  VERTCON   
 KJ0543  ___________________________________________________________________
 KJ0543  LAPLACE CORR-          -3.70  (seconds)                    DEFLEC99
 KJ0543  GEOID HEIGHT-         -19.91  (meters)                     GEOID03
 KJ0543
 KJ0543  HORZ ORDER  -  FIRST
 KJ0543
 KJ0543.The horizontal coordinates were established by classical geodetic methods
 KJ0543.and adjusted by the National Geodetic Survey in January 1993..
 KJ0543
 KJ0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0543
 KJ0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0543
 KJ0543.The geoid height was determined by GEOID03.
 KJ0543
 KJ0543;                    North         East     Units Scale Factor Converg.
 KJ0543;SPC CO N     -   352,512.460 1,082,986.184   MT  0.99999536   +1 16 15.6
 KJ0543;SPC CO N     - 1,156,534.63  3,553,097.17   sFT  0.99999536   +1 16 15.6
 KJ0543;UTM  13      - 4,400,619.014   625,696.628   MT  0.99979452   +0 56 17.4
 KJ0543
 KJ0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0543!SPC CO N     -   0.99976554  x   0.99999536  =   0.99976090
 KJ0543!UTM  13      -   0.99976554  x   0.99979452  =   0.99956011
 KJ0543
 KJ0543|---------------------------------------------------------------------|
 KJ0543| PID    Reference Object                     Distance      Geod. Az  |
 KJ0543|                                                           dddmmss.s |
 KJ0543| CP7573 LAST RM 1                            26.205 METERS 08248     |
 KJ0543| KJ0332 LAST AZ MK                                         1315153.2 |
 KJ0543| CP7574 LAST RM 2                            33.208 METERS 18249     |
 KJ0543| KJ0551 PLUM                                APPROX.11.7 KM 2453225.1 |
 KJ0543|---------------------------------------------------------------------|
 KJ0543
 KJ0543                          SUPERSEDED SURVEY CONTROL
 KJ0543
 KJ0543  NAD 83(1986)-  39 44 46.35865(N)    103 31 58.41756(W) AD(       ) 1
 KJ0543  NAD 27      -  39 44 46.40600(N)    103 31 56.61700(W) AD(       ) 1
 KJ0543  NGVD 29 (07/19/86) 1514.0    (m)         4967.     (f) VERT ANG       
 KJ0543
 KJ0543.Superseded values are not recommended for survey control.
 KJ0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0543.See file dsdata.txt to determine how the superseded data were derived.
 KJ0543
 KJ0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFE2569700619(NAD 83)
 KJ0543_MARKER: DS = TRIANGULATION STATION DISK
 KJ0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0543_STAMPING: LAST 1934
 KJ0543_MARK LOGO: CGS   
 KJ0543_MAGNETIC: N = NO MAGNETIC MATERIAL
 KJ0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0543+STABILITY: SURFACE MOTION
 KJ0543
 KJ0543  HISTORY     - Date     Condition        Report By
 KJ0543  HISTORY     - 1934     MONUMENTED       CGS
 KJ0543  HISTORY     - 1939     GOOD             CGS
 KJ0543  HISTORY     - 1963     GOOD             LOCENG
 KJ0543  HISTORY     - 19790928 GOOD             NGS
 KJ0543
 KJ0543                          STATION DESCRIPTION
 KJ0543
 KJ0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 KJ0543'LOCALITY--SEC. 34, T. 3 S., R. 55 W.  THE STATION IS 3-1/2
 KJ0543'MILES, AIRLINE, EAST OF LAST CHANCE IN OPEN PASTURE LAND ON
 KJ0543'THE HIGHEST GROUND IN THE VICINITY.  THE LAND IS OWNED BY THE
 KJ0543'FIRST NATIONAL BANK IN BRUSH.  STATION IS 0.5 MILE NORTH OF U.S.
 KJ0543'HIGHWAY 36.
 KJ0543'
 KJ0543'THE STATION MAY BE REACHED FROM LAST CHANCE BY DRIVING EAST
 KJ0543'ON U.S. HIGHWAY 36 FOR 3.2 MILES.  LEAVE ROAD AT TOP OF GRADE
 KJ0543'AND GO NORTH ACROSS PASTURE LAND 0.5 MILE TO THE HIGHEST POINT
 KJ0543'AND STATION.
 KJ0543'
 KJ0543'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KJ0543'BRONZE DISKS SET AS DESCRIBED.
 KJ0543'
 KJ0543'REFERENCE MARK NO. 1 IS EAST OF THE STATION AND PROJECTS 10
 KJ0543'INCHES.
 KJ0543'
 KJ0543'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION AND PROJECTS
 KJ0543'10 INCHES.
 KJ0543'
 KJ0543'AZIMUTH MARK IS SOUTHEAST OF THE STATION, 43 FEET NORTH OF THE
 KJ0543'CENTERLINE OF U.S. HIGHWAY 36, 1 FOOT NORTH AND 2 FEET WEST
 KJ0543'OF A FENCE CORNER.  THE MARK PROJECTS 10 INCHES.
 KJ0543'
 KJ0543'A 10-FOOT STAND WILL CLEAR ALL LINES.
 KJ0543
 KJ0543                          STATION RECOVERY (1939)
 KJ0543
 KJ0543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (GRF)
 KJ0543'AZIMUTH MARK DESTROYED IN MAY 1939.
 KJ0543'
 KJ0543'AZIMUTH MARK RESET ABOUT 3.7 MILES E ALONG U.S. HIGHWAY 36
 KJ0543'FROM THE CROSSING OF STATE HIGHWAY 71 AT LAST CHANCE, ABOUT
 KJ0543'0.6 MILE W OF A SCHOOLHOUSE, ABOUT 0.3 MILE W OF A CROSSROADS,
 KJ0543'ABOUT 100 FEET N OF THE CENTER LINE OF THE ROAD, AND AT THE
 KJ0543'RIGHT-OF-WAY FENCE.  A STANDARD AZIMUTH-MARK DISK, STAMPED
 KJ0543'LAST RESET 1938, AND SET IN THE TOP OF A CONCRETE POST.
 KJ0543'
 KJ0543'NOTE.--THIS BENCH MARK WAS ESTABLISHED AND ITS ELEVATION
 KJ0543'DETERMINED IN MAY 1939 BY ENGINEERS OF THE COLORADO STATE
 KJ0543'HIGHWAY DEPARTMENT.
 KJ0543
 KJ0543                          STATION RECOVERY (1963)
 KJ0543
 KJ0543'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963 (JWW)
 KJ0543'STATION RECOVERED BY CO ST ASCS OFF
 KJ0543'
 KJ0543'STATION IS LOCATED IN A FIELD WHICH IS CROPLAND, NOT IN
 KJ0543'OPEN PASTURE AS DESCRIBED.  R.M. 1 AND R.M. 2 WERE ALSO
 KJ0543'LOCATED, BUT DUE TO A HIGHWAY WIDENING AND CONSTRUCTION PROJECT.
 KJ0543'UNABLE TO LOCATE THE AZIMUTH MARK.
 KJ0543
 KJ0543                          STATION RECOVERY (1979)
 KJ0543
 KJ0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 KJ0543'STATION RECOVERED AND ALL MARKS EXCEPT AZIMUTH MARK WERE IN GOOD
 KJ0543'CONDITION.  AZIMUTH MARK WAS FOUND, HAD BEEN HIT AND WAS OUT OF
 KJ0543'POSITION.  DISTANCE AND DIRECTION TO REFERENCE MARKS CHECKED PREVIOUS
 KJ0543'DATA FAIRLY WELL.  A MOUND OF DIRT COVERS STATION MARK FOR PROTECTION
 KJ0543'FROM FARM MACHINERY DUE TO STATION AND REFERENCE MARKS BEING IN A
 KJ0543'CULTIVATED FIELD.  A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME AND
 KJ0543'LAND ON WHICH STATION IS ESTABLISHED IS OWNED BY THE GILBERT BROTHERS
 KJ0543'OF BOX 242, WOODROW, COLORADO 80757.  STATION IS REACHED FROM THE
 KJ0543'JUNCTION OF U.S. HIGHWAY 36 AND STATE HIGHWAY 71 IN LAST CHANCE.  GO
 KJ0543'EAST ON HIGHWAY 36 FOR 3.05 MILES (4.91 KM) TO A GATE ON LEFT, ABOUT
 KJ0543'0.2 MILE (0.3 KM) WEST OF TOP OF GRADE.  TURN LEFT, PASS THROUGH GATE
 KJ0543'AND GO NORTH ALONG EAST SIDE OF NORTH-SOUTH FENCE LINE FOR 0.5 MILE
 KJ0543'(0.8 KM) TO A FENCE CORNER.  TURN RIGHT AND PROCEED EAST ALONG AN
 KJ0543'EAST-WEST FENCE LINE FOR 0.2 MILE (0.3 KM) TURN RIGHT AND GO SOUTH FOR
 KJ0543'0.1 MILE (0.2 KM) TO 3 MOUNDS OF DIRT COVERING MARKS AND STATION.  THE
 KJ0543'AZIMUTH MARK IS REACHED FROM THE JUNCTION OF HIGHWAY 36 AND THE GATE
 KJ0543'MENTIONED ABOVE, GO EAST ON HIGHWAY 36 FOR 0.7 MILE (1.1 KM) TO THE
 KJ0543'MARK ON LEFT AS DESCRIBED.
 KJ0543' 
 KJ0543'STATION IS A STANDARD DISK STAMPED--LAST 1934 --, SET IN TOP OF A
 KJ0543'SQUARE CONCRETE MONUMENT ABOUT 10 INCHES BELOW GROUND SURFACE, 3 FEET
 KJ0543'(0.9 M) EAST-NORTHEAST OF A METAL WITNESS POST.
 KJ0543' 
 KJ0543'REFERENCE MARK NO 1 IS A STANDARD DISK STAMPED--LAST NO 1 1934--, SET
 KJ0543'IN TOP OF A SQUARE CONCRETE MONUMENT ABOUT 10 INCHES BELOW SURFACE, 1
 KJ0543'FOOT NORTH-NORTHWEST OF A METAL WITNESS POST.
 KJ0543' 
 KJ0543'REFERENCE MARK NO 2 IS A STANDARD DISK STAMPED--LAST NO 2 1934--, SET
 KJ0543'IN TOP OF A SQUARE CONCRETE MONUMENT ABOUT 10 INCHES BELOW SURFACE,
 KJ0543'1.4 FEET WEST NORTHWEST OF A METAL WITNESS POST.
 KJ0543' 
 KJ0543'AZIMUTH MARK NO 2 IS A STANDARD DISK STAMPED--LAST 1934 1978--, SET IN
 KJ0543'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES, 109 FEET NORTH
 KJ0543'OF CENTER OF U.S. HIGHWAY 36, 2 FEET WEST OF A WITNESS POST, 1 FOOT
 KJ0543'SOUTH OF AN EAST-WEST RIGHT-OF-WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0332 ***********************************************************************
 KJ0332  DESIGNATION -  LAST AZ MK
 KJ0332  PID         -  KJ0332
 KJ0332  STATE/COUNTY-  CO/WASHINGTON
 KJ0332  USGS QUAD   -  LAST CHANCE (1973)
 KJ0332
 KJ0332                         *CURRENT SURVEY CONTROL
 KJ0332  ___________________________________________________________________
 KJ0332* NAD 83(1986)-  39 44 24.     (N)    103 31 27.     (W)     SCALED    
 KJ0332* NAVD 88     -      1487.400  (meters)    4879.91   (feet)  ADJUSTED  
 KJ0332  ___________________________________________________________________
 KJ0332  GEOID HEIGHT-         -19.92  (meters)                     GEOID03
 KJ0332  DYNAMIC HT  -        1486.093 (meters)    4875.62  (feet)  COMP
 KJ0332  MODELED GRAV-     979,695.2   (mgal)                       NAVD 88
 KJ0332
 KJ0332  VERT ORDER  -  SECOND    CLASS 0
 KJ0332
 KJ0332.The horizontal coordinates were scaled from a topographic map and have
 KJ0332.an estimated accuracy of +/- 6 seconds.
 KJ0332
 KJ0332.The orthometric height was determined by differential leveling
 KJ0332.and adjusted by the National Geodetic Survey in June 1991..
 KJ0332
 KJ0332.The geoid height was determined by GEOID03.
 KJ0332
 KJ0332.The dynamic height is computed by dividing the NAVD 88
 KJ0332.geopotential number by the normal gravity value computed on the
 KJ0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0332.degrees latitude (g = 980.6199 gals.).
 KJ0332
 KJ0332.The modeled gravity was interpolated from observed gravity values.
 KJ0332
 KJ0332;                    North         East    Units  Estimated Accuracy
 KJ0332;SPC CO N     -   351,840.    1,083,750.      MT  (+/- 180 meters Scaled)
 KJ0332
 KJ0332                          SUPERSEDED SURVEY CONTROL
 KJ0332
 KJ0332  NGVD 29 (??/??/92) 1486.656  (m)         4877.47   (f) ADJ UNCH    2 0
 KJ0332
 KJ0332.Superseded values are not recommended for survey control.
 KJ0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0332.See file dsdata.txt to determine how the superseded data were derived.
 KJ0332
 KJ0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD264999(NAD 83)
 KJ0332_MARKER: DR = REFERENCE MARK DISK
 KJ0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0332_STAMPING: LAST AZIMUTH 1934
 KJ0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0332+STABILITY: SURFACE MOTION
 KJ0332
 KJ0332  HISTORY     - Date     Condition        Report By
 KJ0332  HISTORY     - 1934     MONUMENTED       CGS
 KJ0332  HISTORY     - 1935     GOOD             NGS
 KJ0332
 KJ0332                          STATION DESCRIPTION
 KJ0332
 KJ0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 KJ0332'3.7 MI E FROM LAST CHANCE.
 KJ0332'3.7 MI E OF, ALONG U.S. HWY 36, AT LAST CHANCE, ABOUT 0.6 MI. W. OF A
 KJ0332'SCHOOL HOUSE, ABOUT 0.3 MI. W. OF A CROSS ROAD, 38 FT. N. OF THE
 KJ0332'CENTER LINE OF THE ROAD, 1 1/2 FT. N.W. OF A FENCE CORNER, IN THE
 KJ0332'CORNER OF A PASTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0333 ***********************************************************************
 KJ0333  DESIGNATION -  LAST AZ MK RESET
 KJ0333  PID         -  KJ0333
 KJ0333  STATE/COUNTY-  CO/WASHINGTON
 KJ0333  USGS QUAD   -  LAST CHANCE (1973)
 KJ0333
 KJ0333                         *CURRENT SURVEY CONTROL
 KJ0333  ___________________________________________________________________
 KJ0333* NAD 83(1986)-  39 44 24.     (N)    103 31 27.     (W)     SCALED    
 KJ0333* NAVD 88     -      1487.156  (meters)    4879.11   (feet)  ADJUSTED  
 KJ0333  ___________________________________________________________________
 KJ0333  GEOID HEIGHT-         -19.92  (meters)                     GEOID03
 KJ0333  DYNAMIC HT  -        1485.849 (meters)    4874.82  (feet)  COMP
 KJ0333  MODELED GRAV-     979,695.2   (mgal)                       NAVD 88
 KJ0333
 KJ0333  VERT ORDER  -  SECOND    CLASS 0
 KJ0333
 KJ0333.The horizontal coordinates were scaled from a topographic map and have
 KJ0333.an estimated accuracy of +/- 6 seconds.
 KJ0333
 KJ0333.The orthometric height was determined by differential leveling
 KJ0333.and adjusted by the National Geodetic Survey in June 1991..
 KJ0333
 KJ0333.The geoid height was determined by GEOID03.
 KJ0333
 KJ0333.The dynamic height is computed by dividing the NAVD 88
 KJ0333.geopotential number by the normal gravity value computed on the
 KJ0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0333.degrees latitude (g = 980.6199 gals.).
 KJ0333
 KJ0333.The modeled gravity was interpolated from observed gravity values.
 KJ0333
 KJ0333;                    North         East    Units  Estimated Accuracy
 KJ0333;SPC CO N     -   351,840.    1,083,750.      MT  (+/- 180 meters Scaled)
 KJ0333
 KJ0333                          SUPERSEDED SURVEY CONTROL
 KJ0333
 KJ0333  NGVD 29 (??/??/92) 1486.412  (m)         4876.67   (f) ADJ UNCH    2 0
 KJ0333
 KJ0333.Superseded values are not recommended for survey control.
 KJ0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0333.See file dsdata.txt to determine how the superseded data were derived.
 KJ0333
 KJ0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD264999(NAD 83)
 KJ0333_MARKER: DB = BENCH MARK DISK
 KJ0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0333_STAMPING: LAST RESET 1938
 KJ0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0333+STABILITY: SURFACE MOTION
 KJ0333
 KJ0333  HISTORY     - Date     Condition        Report By
 KJ0333  HISTORY     - 1938     MONUMENTED       CGS
 KJ0333  HISTORY     - 1954     GOOD             NGS
 KJ0333
 KJ0333                          STATION DESCRIPTION
 KJ0333
 KJ0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KJ0333'3.7 MI E FROM LAST CHANCE.
 KJ0333'3.7 MILES EAST ALONG U.S. HIGHWAY 36 FROM ITS INTERSECTION WITH
 KJ0333'STATE HIGHWAY 71 AT LAST CHANCE, 71 FEET WEST OF A FENCE CORNER,
 KJ0333'100 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 0.5 FOOT NORTH
 KJ0333'OF A FENCE, 1.3 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP
 KJ0333'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0409 ***********************************************************************
 JM0409  DESIGNATION -  LAST CHANCE
 JM0409  PID         -  JM0409
 JM0409  STATE/COUNTY-  CO/SAN MIGUEL
 JM0409  USGS QUAD   -  HAMM CANYON (1994)
 JM0409
 JM0409                         *CURRENT SURVEY CONTROL
 JM0409  ___________________________________________________________________
 JM0409* NAD 83(1992)-  38 05 22.04519(N)    108 45 26.16883(W)     ADJUSTED  
 JM0409* NAVD 88     -      2192.9    (meters)    7195.     (feet)  VERTCON   
 JM0409  ___________________________________________________________________
 JM0409  LAPLACE CORR-           2.55  (seconds)                    DEFLEC99
 JM0409  GEOID HEIGHT-         -18.97  (meters)                     GEOID03
 JM0409
 JM0409  HORZ ORDER  -  THIRD
 JM0409
 JM0409.The horizontal coordinates were established by classical geodetic methods
 JM0409.and adjusted by the National Geodetic Survey in November 1997..
 JM0409
 JM0409.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0409
 JM0409.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0409
 JM0409.The geoid height was determined by GEOID03.
 JM0409
 JM0409;                    North         East     Units Scale Factor Converg.
 JM0409;SPC CO S     -   467,690.352   628,726.426   MT  0.99995530   -1 59 52.6
 JM0409;SPC CO S     - 1,534,414.10  2,062,746.62   sFT  0.99995530   -1 59 52.6
 JM0409;UTM  12      - 4,218,115.816   696,678.465   MT  1.00007644   +1 23 02.3
 JM0409
 JM0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0409!SPC CO S     -   0.99965899  x   0.99995530  =   0.99961431
 JM0409!UTM  12      -   0.99965899  x   1.00007644  =   0.99973541
 JM0409
 JM0409:                Primary Azimuth Mark                     Grid Az
 JM0409:SPC CO S     -  HAMM                                     294 09 47.9
 JM0409:UTM  12      -  HAMM                                     290 46 53.0
 JM0409
 JM0409|---------------------------------------------------------------------|
 JM0409| PID    Reference Object                     Distance      Geod. Az  |
 JM0409|                                                           dddmmss.s |
 JM0409| JM0411 HAMM                                APPROX. 2.4 KM 2920955.3 |
 JM0409|---------------------------------------------------------------------|
 JM0409
 JM0409                          SUPERSEDED SURVEY CONTROL
 JM0409
 JM0409  NAD 83(1992)-  38 05 22.04085(N)    108 45 26.16916(W) AD(       ) 3
 JM0409  NAD 83(1986)-  38 05 22.03715(N)    108 45 26.16588(W) AD(       ) 3
 JM0409  NAD 27      -  38 05 22.06801(N)    108 45 23.81358(W) AD(       ) 3
 JM0409  NGVD 29 (07/19/86) 2191.7    (m)         7191.     (f) VERT ANG       
 JM0409
 JM0409.Superseded values are not recommended for survey control.
 JM0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0409.See file dsdata.txt to determine how the superseded data were derived.
 JM0409
 JM0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH9667818116(NAD 83)
 JM0409_MARKER: DD = SURVEY DISK
 JM0409_SETTING: 66 = SET IN ROCK OUTCROP
 JM0409_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 JM0409_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0409+STABILITY: POSITION/ELEVATION WELL
 JM0409
 JM0409  HISTORY     - Date     Condition        Report By
 JM0409  HISTORY     - 1947     MONUMENTED       USGS
 JM0409
 JM0409                          STATION DESCRIPTION
 JM0409
 JM0409'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JM0409'STATION IS LOCATED ON A HIGH POINT OF THE RIDGE SEPARATING DRY CREEK
 JM0409'BASIN FROM GYPSUM VALLEY, ON THE SECTION LINE BETWEEN SECS. 8 AND 9,
 JM0409'T 44 N, R 17 W, ABOUT 14 MI. (AIRLINE) SW. OF NATURITA, COLORADO.
 JM0409'
 JM0409'TO REACH STATION FROM POST OFFICE AT NATURITA, COLORADO, FOLLOW STATE
 JM0409'HIGHWAY 90 S. FOR 3.4 MI. TO JUNCTION OF HIGHWAY 145, CONTINUE S. ON
 JM0409'HIGHWAY 145 FOR 0.5 MI. TO JUNCTION WITH STATE HIGHWAY 80, TURN RIGHT
 JM0409'ON HIGHWAY 80 AND FOLLOW HIGHWAY 80 18.2 MI. TO RIGHT ANGLE, TURN TO
 JM0409'LEFT (S.) LEAVE GRAVELED RD. AND CONTINUE W. THROUGH CATTLEGUARD ON
 JM0409'RD. THROUGH DRY CREEK BASIN 9.5 MI. TO A FORK ABOUT 0.7 MI. BEYOND A
 JM0409'LONE WINDMILL, TAKE LEFT FORK 0.7 MI. TO TRACK RD. LEADING OFF TO
 JM0409'LEFT (SW.), DRIVE 1.0 MI. ON TRACK RD. WHERE RD. BECOMES VERY FAINT
 JM0409'AND CONTINUE SW. ACROSS SAGE BRUSH FLAT TO EDGE OF TIMBER AND END OF
 JM0409'TRUCK TRAVEL.  FROM THIS POINT PACK SW. UP SIDE OF RIDGE TO HIGHEST
 JM0409'POINT AND STATION SITE.  TIME OF PACK - 25 MINUTES.
 JM0409'
 JM0409'STATION MARK--STANDARD TABLET, STAMPED ---LAST CHANCE---, AND CEMENTED
 JM0409'IN DRILL HOLE IN OUTCROPPING BEDROCK.
 JM0409'
 JM0409'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---LAST
 JM0409'CHANCE 1947---, AND CEMENTED IN DRILL HOLE IN OUTCROPPING BEDROCK,
 JM0409'39.35 FT. FROM STATION, S 58 DEG 27 MIN E.
 JM0409'
 JM0409'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---LAST
 JM0409'CHANCE 1947---, AND CEMENTED IN DRILL HOLE IN OUTCROPPING BEDROCK,
 JM0409'40.68 FT. FROM STATION, S 16 DEG 41 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0546 ***********************************************************************
 KJ0546  DESIGNATION -  LAST CHANCE MAST
 KJ0546  PID         -  KJ0546
 KJ0546  STATE/COUNTY-  CO/WASHINGTON
 KJ0546  USGS QUAD   -  LUSTO SPRINGS (1973)
 KJ0546
 KJ0546                         *CURRENT SURVEY CONTROL
 KJ0546  ___________________________________________________________________
 KJ0546* NAD 83(1992)-  39 34 37.23118(N)    103 35 51.00478(W)     ADJUSTED  
 KJ0546* NAVD 88     -                                                        
 KJ0546  ___________________________________________________________________
 KJ0546  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 KJ0546  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 KJ0546
 KJ0546  HORZ ORDER  -  THIRD
 KJ0546
 KJ0546.The horizontal coordinates were established by classical geodetic methods
 KJ0546.and adjusted by the National Geodetic Survey in January 1993..
 KJ0546.No horizontal observational check was made to the station.
 KJ0546
 KJ0546
 KJ0546.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0546
 KJ0546.The geoid height was determined by GEOID03.
 KJ0546
 KJ0546;                    North         East     Units Scale Factor Converg.
 KJ0546;SPC CO N     -   333,609.376 1,077,853.139   MT  1.00002548   +1 13 45.4
 KJ0546;SPC CO N     - 1,094,516.76  3,536,256.51   sFT  1.00002548   +1 13 45.4
 KJ0546;SPC CO C     -   500,076.854 1,077,844.722   MT  0.99997036   +1 11 59.6
 KJ0546;SPC CO C     - 1,640,668.81  3,536,228.89   sFT  0.99997036   +1 11 59.6
 KJ0546;UTM  13      - 4,381,750.408   620,454.565   MT  0.99977864   +0 53 37.2
 KJ0546
 KJ0546                          SUPERSEDED SURVEY CONTROL
 KJ0546
 KJ0546  NAD 83(1986)-  39 34 37.22482(N)    103 35 51.00247(W) AD(       ) 4
 KJ0546  NAD 27      -  39 34 37.27071(N)    103 35 49.18814(W) AD(       ) 3
 KJ0546
 KJ0546.Superseded values are not recommended for survey control.
 KJ0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0546.See file dsdata.txt to determine how the superseded data were derived.
 KJ0546
 KJ0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD2045581750(NAD 83)
 KJ0546_MARKER: 41 = ANTENNA MAST
 KJ0546
 KJ0546  HISTORY     - Date     Condition        Report By
 KJ0546  HISTORY     - 1968     FIRST OBSERVED   CGS
 KJ0546
 KJ0546                          STATION DESCRIPTION
 KJ0546
 KJ0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KJ0546'THE STATION IS LOCATED ON A PROMINENT FLAT TOPPED BUTTE NEAR
 KJ0546'THE NORTH END AND HIGHEST PART WHICH IS FENCED, IN THE NE 1/4
 KJ0546'SEC. 36, T. 5 S., R. 56 W., ABOUT 12 MILES SOUTH OF LAST CHANCE,
 KJ0546'0.7 MILE NORTH OF THE WASHINGTON-LINCOLN COUNTY LINE AND 1/4
 KJ0546'MILE WEST OF STATE HIGHWAY 71.
 KJ0546'
 KJ0546'THE STATION IS A SINGLE COLUMN OF TRUSSWORK METAL CONSTRUCTION,
 KJ0546'GUYED WHICH IS GREY IN COLOR AND HAS AN OVER-ALL HEIGHT OF 170
 KJ0546'FEET.  NO INFORMATION ON THE MASTS CALL LETTERS OR THE
 KJ0546'OWNERSHIP WAS OBTAINED.  HOWEVER THE MAST WAS IN A FENCED AREA
 KJ0546'WHICH HAS SIGNS U.S. GOVERNMENT PROPERTY.
 KJ0546'
 KJ0546'A TRAVERSE MEASUREMENT WAS MADE FROM STATION SUTTON 1934 TO THE
 KJ0546'BOTTOM CENTER OF THE MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1219 ***********************************************************************
 LL1219  DESIGNATION -  LATHAM
 LL1219  PID         -  LL1219
 LL1219  STATE/COUNTY-  CO/WELD
 LL1219  USGS QUAD   -  VALLEY VIEW SCHOOL (1978)
 LL1219
 LL1219                         *CURRENT SURVEY CONTROL
 LL1219  ___________________________________________________________________
 LL1219* NAD 83(1992)-  40 19 27.93107(N)    104 35 36.32009(W)     ADJUSTED  
 LL1219* NAVD 88     -      1484.     (meters)    4869.     (feet)  SCALED    
 LL1219  ___________________________________________________________________
 LL1219  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 LL1219  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 LL1219
 LL1219  HORZ ORDER  -  THIRD
 LL1219
 LL1219.The horizontal coordinates were established by classical geodetic methods
 LL1219.and adjusted by the National Geodetic Survey in January 1993..
 LL1219
 LL1219.The orthometric height was scaled from a topographic map.
 LL1219
 LL1219.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1219
 LL1219.The geoid height was determined by GEOID03.
 LL1219
 LL1219;                    North         East     Units Scale Factor Converg.
 LL1219;SPC CO N     -   415,236.301   991,445.779   MT  0.99995767   +0 35 08.8
 LL1219;SPC CO N     - 1,362,321.10  3,252,768.36   sFT  0.99995767   +0 35 08.8
 LL1219;UTM  13      - 4,463,845.571   534,540.601   MT  0.99961469   +0 15 47.2
 LL1219
 LL1219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1219!SPC CO N     -   0.99977019  x   0.99995767  =   0.99972787
 LL1219!UTM  13      -   0.99977019  x   0.99961469  =   0.99938496
 LL1219
 LL1219:                Primary Azimuth Mark                     Grid Az
 LL1219:SPC CO N     -  LDW 1                                    056 11 19.0
 LL1219:UTM  13      -  LDW 1                                    056 30 40.6
 LL1219
 LL1219|---------------------------------------------------------------------|
 LL1219| PID    Reference Object                     Distance      Geod. Az  |
 LL1219|                                                           dddmmss.s |
 LL1219| LL1217 LDW 1                               APPROX.10.6 KM 0564627.8 |
 LL1219|---------------------------------------------------------------------|
 LL1219
 LL1219                          SUPERSEDED SURVEY CONTROL
 LL1219
 LL1219  NAD 83(1986)-  40 19 27.91952(N)    104 35 36.31774(W) AD(       ) 3
 LL1219  NAD 27      -  40 19 27.98180(N)    104 35 34.45697(W) AD(       ) 3
 LL1219
 LL1219.Superseded values are not recommended for survey control.
 LL1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1219.See file dsdata.txt to determine how the superseded data were derived.
 LL1219
 LL1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE3454163846(NAD 83)
 LL1219_MARKER: DD = SURVEY DISK
 LL1219_SETTING: 0 = UNSPECIFIED SETTING
 LL1219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1219
 LL1219  HISTORY     - Date     Condition        Report By
 LL1219  HISTORY     - 1948     MONUMENTED       USGS
 LL1219
 LL1219                          STATION DESCRIPTION
 LL1219
 LL1219'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 LL1219'STATION IS APPROXIMATELY 6.5 MI. (AIRLINE) SE. OF GREELEY, 5.5 MI.
 LL1219'(AIRLINE) E. OF LA SALLE, 8.5 MI. (AIRLINE) WSW. OF HARDIN, LOCATED
 LL1219'IN SEC. 7, T 4 N, R 64 W.
 LL1219'
 LL1219'TO REACH FROM JUNCTION OF U.S. HIGHWAY 34 AND COLORADO STATE HIGHWAY
 LL1219'37 6 MI. ESE. OF GREELEY, GO S. ON HIGHWAY 37 1.0 MI. TO RAILROAD
 LL1219'CROSSING, CONTINUE S. 4.0 MI. TO CROSSROADS, TURN LEFT (E.) ON DIRT
 LL1219'RD. 0.45 MI. TO JUNCTION OF FENCE LINE N., THENCE N. UP SIDE OF FENCE
 LL1219'TO TOP FIRST KNOLL AND STATION, STATION IS 2 FT. E. OF FENCE LINE.
 LL1219'
 LL1219'STATION MARK--STANDARD TABLET, STAMPED ---LATHAM 1948---, SET IN TOP
 LL1219'OF CONCRETE POST.
 LL1219'
 LL1219'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---LATHAM
 LL1219'1948 NO. 1---, SET IN CONCRETE POST, 73.70 FT. FROM STATION MARK,
 LL1219'S 01 DEG 45 MIN W.
 LL1219'
 LL1219'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---LATHAM
 LL1219'1948 NO. 2---, SET IN CONCRETE POST, 97.75 FT. FROM STATION MARK,
 LL1219'N 89 DEG 45 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA7130 ***********************************************************************
 AA7130  DESIGNATION -  LAURA
 AA7130  PID         -  AA7130
 AA7130  STATE/COUNTY-  CO/JEFFERSON
 AA7130  USGS QUAD   -  MORRISON (1994)
 AA7130
 AA7130                         *CURRENT SURVEY CONTROL
 AA7130  ___________________________________________________________________
 AA7130* NAD 83(1992)-  39 38 01.46498(N)    105 11 35.41773(W)     ADJUSTED  
 AA7130* NAVD 88     -      1873.2    (meters)    6146.     (feet)  GPS OBS   
 AA7130  ___________________________________________________________________
 AA7130  X           -  -1,289,451.630 (meters)                     COMP
 AA7130  Y           -  -4,748,206.910 (meters)                     COMP
 AA7130  Z           -   4,047,935.086 (meters)                     COMP
 AA7130  LAPLACE CORR-         -21.46  (seconds)                    DEFLEC99
 AA7130  ELLIP HEIGHT-        1857.70  (meters)          (12/03/02) GPS OBS
 AA7130  GEOID HEIGHT-         -15.44  (meters)                     GEOID03
 AA7130
 AA7130  HORZ ORDER  -  FIRST
 AA7130  ELLP ORDER  -  FOURTH    CLASS II
 AA7130
 AA7130.The horizontal coordinates were established by GPS observations
 AA7130.and adjusted by the National Geodetic Survey in August 1995..
 AA7130
 AA7130.The orthometric height was determined by GPS observations and a
 AA7130.high-resolution geoid model.
 AA7130
 AA7130.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7130
 AA7130.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7130
 AA7130.The ellipsoidal height was determined by GPS observations
 AA7130.and is referenced to NAD 83.
 AA7130
 AA7130.The geoid height was determined by GEOID03.
 AA7130
 AA7130;                    North         East     Units Scale Factor Converg.
 AA7130;SPC CO C     -   504,708.450   940,741.937   MT  0.99997907   +0 11 36.6
 AA7130;SPC CO C     - 1,655,864.31  3,086,417.50   sFT  0.99997907   +0 11 36.6
 AA7130;UTM  13      - 4,387,125.084   483,423.167   MT  0.99960338   -0 07 23.6
 AA7130
 AA7130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7130!SPC CO C     -   0.99970864  x   0.99997907  =   0.99968772
 AA7130!UTM  13      -   0.99970864  x   0.99960338  =   0.99931214
 AA7130
 AA7130                          SUPERSEDED SURVEY CONTROL
 AA7130
 AA7130  ELLIP H (08/03/95) 1857.75   (m)                       GP(       ) 2 2
 AA7130
 AA7130.Superseded values are not recommended for survey control.
 AA7130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7130.See file dsdata.txt to determine how the superseded data were derived.
 AA7130
 AA7130_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8342387125(NAD 83)
 AA7130_MARKER: DD = SURVEY DISK
 AA7130_SETTING: 66 = SET IN ROCK OUTCROP
 AA7130_STAMPING: LAURA 1995
 AA7130_MARK LOGO: JCMD  
 AA7130_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA7130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA7130+STABILITY: POSITION/ELEVATION WELL
 AA7130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7130+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2002
 AA7130
 AA7130  HISTORY     - Date     Condition        Report By
 AA7130  HISTORY     - 1995     MONUMENTED       CODOT
 AA7130  HISTORY     - 20020108 GOOD             INDIV
 AA7130
 AA7130                          STATION DESCRIPTION
 AA7130
 AA7130'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (KAW)
 AA7130'THE STATION WILL BE USED DURING A COLORADO HARN DENSIFICATION
 AA7130'PROJECT.
 AA7130' 
 AA7130'THE STATION IS LOCATED ABOUT 1.5 MI (2.4 KM) SOUTH OF MORRISON AT
 AA7130'STATE HIGHWAY 8 (SH 8) REFERENCE MARKER 0.6 IN THE NORTH CENTER OF
 AA7130'SECTION 11, T 5 S, R 70 W, 6TH P.M.  OWNERSHIP-- COLORADO DEPARTMENT
 AA7130'OF TRANSPORTATION (CODOT).
 AA7130' 
 AA7130'TO REACH THE STATION FROM THE JUNCTION OF SH 74 AND SH 8 IN MORRISON,
 AA7130'PROCEED SOUTH ON SH 8 FOR 1.5 MI (2.4 KM) TO THE STATION ON THE RIGHT.
 AA7130'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 285 AND SH 8,
 AA7130'PROCEED NORTH ON SH 8 FOR 0.7 MI (1.1 KM) TO THE STATION ON THE LEFT.
 AA7130' 
 AA7130'THE STATION IS A 3.25 IN ALUMINUM JEFFERSON COUNTY MAPPING DEPARTMENT
 AA7130'DISK SET IN A DRILL HOLE IN THE TOP OF A ROCK OUTCROP AT THE TOP OF A
 AA7130'ROAD CUT AND ABOUT 4.5 M (14.8 FT) ABOVE SH 8.  IT IS ABOUT 0.15 MI
 AA7130'(0.24 KM) NORTH OF THE ENTRANCE TO THE CODOT MORRISON MAINTENANCE
 AA7130'YARD, 0.15 MI (0.24 KM) SOUTH OF THE ENTRANCE TO THE COOLEY GRAVEL
 AA7130'PIT, 27.4 M (89.9 FT) SOUTHEAST OF PHONE POLE NUMBER 386, 23.3 M (76.4
 AA7130'FT) NORTHEAST OF PHONE POLE NUMBER 387, 23.3 M (76.4 FT) WEST OF THE
 AA7130'CENTER OF SH 8, 17.2 M (56.4 FT) EAST OF THE PHONE LINE, 7.2 M (23.6
 AA7130'FT) EAST OF THE WEST RIGHT-OF-WAY FENCE OF SH 8, AND 5.0 M (16.4 FT)
 AA7130'WEST OF A CODOT FIBERGLASS WITNESS POST.
 AA7130' 
 AA7130'DESCRIPTION BY K.A. WILLIAMS, CODOT.
 AA7130
 AA7130                          STATION RECOVERY (2002)
 AA7130
 AA7130'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (TM)
 AA7130'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0772 ***********************************************************************
 KL0772  DESIGNATION -  LAVA
 KL0772  PID         -  KL0772
 KL0772  STATE/COUNTY-  CO/EAGLE
 KL0772  USGS QUAD   -  STATE BRIDGE (1987)
 KL0772
 KL0772                         *CURRENT SURVEY CONTROL
 KL0772  ___________________________________________________________________
 KL0772* NAD 83(1992)-  39 50 11.73821(N)    106 40 19.60865(W)     ADJUSTED  
 KL0772* NAVD 88     -      2567.3    (meters)    8423.     (feet)  VERTCON   
 KL0772  ___________________________________________________________________
 KL0772  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 KL0772  GEOID HEIGHT-         -13.16  (meters)                     GEOID03
 KL0772
 KL0772  HORZ ORDER  -  THIRD
 KL0772
 KL0772.The horizontal coordinates were established by classical geodetic methods
 KL0772.and adjusted by the National Geodetic Survey in January 1993..
 KL0772
 KL0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0772
 KL0772.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0772
 KL0772.The geoid height was determined by GEOID03.
 KL0772
 KL0772;                    North         East     Units Scale Factor Converg.
 KL0772;SPC CO C     -   527,833.903   814,073.310   MT  1.00001828   -0 44 21.3
 KL0772;SPC CO C     - 1,731,735.06  2,670,838.85   sFT  1.00001828   -0 44 21.3
 KL0772;UTM  13      - 4,410,958.613   356,925.568   MT  0.99985201   -1 04 16.8
 KL0772
 KL0772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0772!SPC CO C     -   0.99959946  x   1.00001828  =   0.99961774
 KL0772!UTM  13      -   0.99959946  x   0.99985201  =   0.99945153
 KL0772
 KL0772                          SUPERSEDED SURVEY CONTROL
 KL0772
 KL0772  NAD 83(1986)-  39 50 11.72528(N)    106 40 19.59963(W) AD(       ) 3
 KL0772  NGVD 29 (10/17/91) 2565.9    (m)         8418.     (f) VERT ANG       
 KL0772
 KL0772.Superseded values are not recommended for survey control.
 KL0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0772.See file dsdata.txt to determine how the superseded data were derived.
 KL0772
 KL0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCE5692610959(NAD 83)
 KL0772_MARKER: DD = SURVEY DISK
 KL0772_SETTING: 0 = UNSPECIFIED SETTING
 KL0772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0772
 KL0772  HISTORY     - Date     Condition        Report By
 KL0772  HISTORY     - 1964     MONUMENTED       USFS
 KL0772  HISTORY     - 1972     GOOD             USGS
 KL0772
 KL0772                          STATION DESCRIPTION
 KL0772
 KL0772'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KL0772'THIS STATION IS LOCATED ON A SAGE BRUSH COVERED RIDGE, ABOUT 2 MI.
 KL0772'(AIRLINE) SW. OF THE COMMUNITY OF STATE BRIDGE, IN EAGLE COUNTY,
 KL0772'COLORADO.  IT IS SITUATED IN SEC. 34, T 2 S, R 82 W.
 KL0772'
 KL0772'TO REACH THE STATION FROM THE JUNCTION OF COLORADO STATE HIGHWAY 131
 KL0772'AND EAGLE COUNTY NO. 402, AT STATE BRIDGE, PROCEED S. ON COLORADO 131
 KL0772'FOR 4.8 MI. TO A GATE IN RIGHT-OF-WAY FENCE AND TRACK RD. ON THE
 KL0772'RIGHT.  A BLM SIGN SAYS --WOLCOTT DIVIDE ACCESS ROAD--.  PASS THROUGH
 KL0772'GATE AND PROCEED W. ON THE MAIN TRAVELED ACCESS RD. 0.7 MI. TO TOP OF
 KL0772'A RIDGE, CONTINUE W. ALONG RIDGE 0.3 MI. TO A TRACK RD. RIGHT, WHICH
 KL0772'PASSES ALONG W. SIDE OF A SMALL POND.  TAKE RIGHT AND PROCEED N. 0.1
 KL0772'MI., PASSING A REVERSE Y-FORK ON LEFT, THENCE CONTINUE N. 0.2 MI. TO A
 KL0772'Y-FORK.  BEAR LEFT AND PROCEED N. AND THEN W. 0.5 MI. TO ANOTHER
 KL0772'Y-FORK.  BEAR LEFT AND CONTINUE 0.1 MI. TO THE SE. CORNER OF A SMALL
 KL0772'FENCED PASTURE.  TURN RIGHT (N.) ALONG E. SIDE OF FENCE AND PROCEED
 KL0772'0.2 MI. TO NE. CORNER OF PASTURE.  AT THIS POINT TURN W. AND PROCEED
 KL0772'0.1 MI. ON A BEARING OF N. 25 DEGREES W. TO THE TOP OF A LOW HILL AND
 KL0772'THE STATION SITE.
 KL0772'
 KL0772'STATION MARK--STANDARD USFS BRASS TABLET WELDED TO AN IRON PIPE, SET
 KL0772'IN CONCRETE AND PROJECTING 0.4 FT. ABOVE GROUND.  THE TABLET IS
 KL0772'STAMPED---LAVA 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0485 ***********************************************************************
 HK0485  DESIGNATION -  LAVIZ
 HK0485  PID         -  HK0485
 HK0485  STATE/COUNTY-  CO/LAS ANIMAS
 HK0485  USGS QUAD   -  GULNARE (1971)
 HK0485
 HK0485                         *CURRENT SURVEY CONTROL
 HK0485  ___________________________________________________________________
 HK0485* NAD 83(1992)-  37 16 12.28082(N)    104 49 17.96408(W)     ADJUSTED  
 HK0485* NAVD 88     -      2567.0    (meters)    8422.     (feet)  VERTCON   
 HK0485  ___________________________________________________________________
 HK0485  LAPLACE CORR-          -9.11  (seconds)                    DEFLEC99
 HK0485  GEOID HEIGHT-         -17.82  (meters)                     GEOID03
 HK0485
 HK0485  HORZ ORDER  -  FIRST
 HK0485
 HK0485.The horizontal coordinates were established by classical geodetic methods
 HK0485.and adjusted by the National Geodetic Survey in January 1993..
 HK0485
 HK0485.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0485
 HK0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0485
 HK0485.The geoid height was determined by GEOID03.
 HK0485
 HK0485;                    North         East     Units Scale Factor Converg.
 HK0485;SPC CO S     -   371,988.114   974,567.154   MT  0.99999353   +0 24 57.9
 HK0485;SPC CO S     - 1,220,431.00  3,197,392.40   sFT  0.99999353   +0 24 57.9
 HK0485;UTM  13      - 4,124,848.588   515,811.993   MT  0.99960308   +0 06 28.8
 HK0485
 HK0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0485!SPC CO S     -   0.99960012  x   0.99999353  =   0.99959366
 HK0485!UTM  13      -   0.99960012  x   0.99960308  =   0.99920336
 HK0485
 HK0485|---------------------------------------------------------------------|
 HK0485| PID    Reference Object                     Distance      Geod. Az  |
 HK0485|                                                           dddmmss.s |
 HK0485| CM8955 LAVIZ RM 1                           10.160 METERS 11718     |
 HK0485| HK0486 FRIO                                492.855 METERS 1392557.2 |
 HK0485| CM8956 LAVIZ RM 2                            5.734 METERS 22321     |
 HK0485|---------------------------------------------------------------------|
 HK0485
 HK0485                          SUPERSEDED SURVEY CONTROL
 HK0485
 HK0485  NAD 83(1986)-  37 16 12.28734(N)    104 49 17.95611(W) AD(       ) 1
 HK0485  NAD 27      -  37 16 12.22200(N)    104 49 15.98500(W) AD(       ) 1
 HK0485  NGVD 29 (07/19/86) 2565.8    (m)         8418.     (f) VERT ANG       
 HK0485
 HK0485.Superseded values are not recommended for survey control.
 HK0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0485.See file dsdata.txt to determine how the superseded data were derived.
 HK0485
 HK0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB1581224849(NAD 83)
 HK0485_MARKER: DS = TRIANGULATION STATION DISK
 HK0485_SETTING: 66 = SET IN ROCK OUTCROP
 HK0485
 HK0485  HISTORY     - Date     Condition        Report By
 HK0485  HISTORY     - 1949     MONUMENTED       CGS
 HK0485
 HK0485                          STATION DESCRIPTION
 HK0485
 HK0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 HK0485'THE STATION IS LOCATED ABOUT 19 MILES AIRLINE WEST-NORTHWEST
 HK0485'OF TRINIDAD AND ABOUT 13 MILES AIRLINE SOUTHWEST OF AGUILAR
 HK0485'ON THE TOP OF LAVIZ MOUNTAIN, A PROMINENT PEAK THAT IS COVERED
 HK0485'WITH SCRUB OAK AND PINE TREES.  THE STATION MARK PROJECTS
 HK0485'10 INCHES, IS SET ABOUT 100 FEET SOUTHWEST OF AND ABOUT 4 FEET
 HK0485'LOWER THAN THE HIGHEST POINT OF PEAK.  IT IS STAMPED, LAVIZ
 HK0485'1949.
 HK0485'
 HK0485'REFERENCE MARK NO. 1 PROJECTS ABOUT 18 INCHES, IS ABOUT THE
 HK0485'SAME ELEVATION AS THE STATION MARK AND IS STAMPED, LAVIZ NO
 HK0485'1 1949.
 HK0485'
 HK0485'REFERENCE MARK NO. 2 IS SET FLUSH ABOUT 18 INCHES LOWER THAN
 HK0485'THE STATION AND IS STAMPED, LAVIZ NO 2 1949.
 HK0485'
 HK0485'THE AZIMUTH MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK SET
 HK0485'ABOUT 6 INCHES BELOW GROUND LEVEL ON THE RIDGE THAT EXTENDS
 HK0485'SOUTHEAST FROM THE STATION PEAK.  IT IS STAMPED, FRIO 1949.
 HK0485'
 HK0485'TO REACH THE STATION FROM THE SEMLAR SERVICE STATION IN THE
 HK0485'WEST END OF AGUILAR.  GO SOUTH, THEN WESTERLY ON THE APISHAPA
 HK0485'RIVER ROAD 3.05 MILES TO A FORK.  TURN LEFT, GO 6.85 MILES TO A
 HK0485'FORK.  TURN LEFT, GO 3.2 MILES TO A ROAD LEFT.  TURN LEFT OVER
 HK0485'BRIDGE, GO 0.75 MILE TO A ROAD LEFT.  TURN LEFT, GO 0.1 MILE TO
 HK0485'A ROAD LEFT JUST BEFORE REACHING A HOUSE.  TURN LEFT, FOLLOW
 HK0485'ROAD 0.35 MILE TO TWO GATES AT SEVERAL OLD BUILDINGS.  PASS
 HK0485'THROUGH GATES, FOLLOW ROAD EAST THEN SOUTH 0.3 MILE TO A GATE.
 HK0485'PASS THROUGH GATE, GO 0.1 MILE TO BASE OF MOUNTAIN AND END OF
 HK0485'TRUCK TRAVEL.  FROM HERE WALK UP STEEP SLOPE TO TOP OF PEAK
 HK0485'AND STATION.  A 1 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3421 ***********************************************************************
 AA3421  DESIGNATION -  LAWRENCE
 AA3421  PID         -  AA3421
 AA3421  STATE/COUNTY-  CO/DOUGLAS
 AA3421  USGS QUAD   -  DAKAN MOUNTAIN (1994)
 AA3421
 AA3421                         *CURRENT SURVEY CONTROL
 AA3421  ___________________________________________________________________
 AA3421* NAD 83(1992)-  39 07 51.37781(N)    105 01 41.49717(W)     ADJUSTED  
 AA3421* NAVD 88     -      2807.7    (meters)    9212.     (feet)  GPS OBS   
 AA3421  ___________________________________________________________________
 AA3421  X           -  -1,285,148.871 (meters)                     COMP
 AA3421  Y           -  -4,786,817.800 (meters)                     COMP
 AA3421  Z           -   4,005,365.718 (meters)                     COMP
 AA3421  LAPLACE CORR-          -9.09  (seconds)                    DEFLEC99
 AA3421  ELLIP HEIGHT-        2792.45  (meters)          (12/03/02) GPS OBS
 AA3421  GEOID HEIGHT-         -15.19  (meters)                     GEOID03
 AA3421
 AA3421  HORZ ORDER  -  FIRST
 AA3421  ELLP ORDER  -  FOURTH    CLASS II
 AA3421
 AA3421.The horizontal coordinates were established by GPS observations
 AA3421.and adjusted by the National Geodetic Survey in December 1994..
 AA3421
 AA3421.The orthometric height was determined by GPS observations and a
 AA3421.high-resolution geoid model.
 AA3421
 AA3421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3421
 AA3421.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3421
 AA3421.The ellipsoidal height was determined by GPS observations
 AA3421.and is referenced to NAD 83.
 AA3421
 AA3421.The geoid height was determined by GEOID03.
 AA3421
 AA3421;                    North         East     Units Scale Factor Converg.
 AA3421;SPC CO C     -   448,950.144   955,194.487   MT  0.99993605   +0 17 51.2
 AA3421;SPC CO C     - 1,472,930.60  3,133,833.91   sFT  0.99993605   +0 17 51.2
 AA3421;UTM  13      - 4,331,307.487   497,563.168   MT  0.99960007   -0 01 04.1
 AA3421
 AA3421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3421!SPC CO C     -   0.99956207  x   0.99993605  =   0.99949815
 AA3421!UTM  13      -   0.99956207  x   0.99960007  =   0.99916232
 AA3421
 AA3421                          SUPERSEDED SURVEY CONTROL
 AA3421
 AA3421  ELLIP H (12/14/94) 2792.48   (m)                       GP(       ) 3 1
 AA3421
 AA3421.Superseded values are not recommended for survey control.
 AA3421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3421.See file dsdata.txt to determine how the superseded data were derived.
 AA3421
 AA3421_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9756331307(NAD 83)
 AA3421_MARKER: DD = SURVEY DISK
 AA3421_SETTING: 66 = SET IN ROCK OUTCROP
 AA3421_STAMPING: LAWRENCE
 AA3421_MARK LOGO: DCGIS 
 AA3421_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA3421_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA3421+STABILITY: POSITION/ELEVATION WELL
 AA3421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3421+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2004
 AA3421
 AA3421  HISTORY     - Date     Condition        Report By
 AA3421  HISTORY     - 1993     MONUMENTED       MSAM
 AA3421  HISTORY     - 20041010 GOOD             GEOCAC
 AA3421
 AA3421                          STATION DESCRIPTION
 AA3421
 AA3421'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1993 (KCH)
 AA3421'THE STATION IS LOCATED ABOUT 19.5 MILES (31.4 KM) SOUTHWEST OF CASTLE
 AA3421'ROCK, COLORADO, IN THE PIKE NATIONAL FOREST, ON THE EAST SIDE OF
 AA3421'RAMPART RANGE ROAD, IN SECTION 32, TOWNSHIP 10 SOUTH, RANGE 68 WEST OF
 AA3421'THE 6TH P.M., OWNERSHIP-- US FOREST. TO REACH THE STATION FROM THE
 AA3421'INTERSECTION OF STATE HIGHWAY 85 (SANTA FE DRIVE) AND STATE HIGHWAY 67
 AA3421'IN SEDALIA, GO SOUTHWEST ON STATE HIGHWAY 67 FOR 9.5 MILES (15.3 KM)
 AA3421'TO RAMPART RANGE ROAD (FOREST SERVICE ROAD 300) ON THE SOUTH, GO SOUTH
 AA3421'ON RAMPART RANGE ROAD FOR 24.3 MILES, (39.1 KM) THIS IS WHERE YOU PARK
 AA3421'FOR THE STATION. THE STATION IS A BRASS DISK SET IN THE TOP OF A ROCK
 AA3421'OUTCROPPING, AT MILEPOST 24.3 THERE IS A DOUGLAS COUNTY FIBERGLASS
 AA3421'WITNESS POST ON THE EAST SIDE OF THE ROAD, FROM THE WITNESS POST GO
 AA3421'EAST ABOUT 200 FEET (61.0 M) TO THE TO OF A ROCK OUTCROPPING AND THE
 AA3421'STATION, MARKED WITH A DOUGLAS COUNTY FIBERGLASS WITNESS POST.
 AA3421
 AA3421                          STATION RECOVERY (2004)
 AA3421
 AA3421'RECOVERY NOTE BY GEOCACHING 2004 (MME)
 AA3421'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0308 ***********************************************************************
 HJ0308  DESIGNATION -  LAWYER
 HJ0308  PID         -  HJ0308
 HJ0308  STATE/COUNTY-  CO/BACA
 HJ0308  USGS QUAD   -  STONINGTON (1978)
 HJ0308
 HJ0308                         *CURRENT SURVEY CONTROL
 HJ0308  ___________________________________________________________________
 HJ0308* NAD 83(1992)-  37 21 05.78100(N)    102 11 11.42333(W)     ADJUSTED  
 HJ0308* NAVD 88     -      1166.     (meters)    3825.     (feet)  SCALED    
 HJ0308  ___________________________________________________________________
 HJ0308  LAPLACE CORR-          -3.99  (seconds)                    DEFLEC99
 HJ0308  GEOID HEIGHT-         -23.94  (meters)                     GEOID03
 HJ0308
 HJ0308  HORZ ORDER  -  SECOND
 HJ0308
 HJ0308.The horizontal coordinates were established by classical geodetic methods
 HJ0308.and adjusted by the National Geodetic Survey in November 1994..
 HJ0308
 HJ0308.The orthometric height was scaled from a topographic map.
 HJ0308
 HJ0308.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0308
 HJ0308.The geoid height was determined by GEOID03.
 HJ0308
 HJ0308;                    North         East     Units Scale Factor Converg.
 HJ0308;SPC CO S     -   386,024.066 1,207,910.560   MT  0.99998064   +2 01 56.7
 HJ0308;SPC CO S     - 1,266,480.62  3,962,953.23   sFT  0.99998064   +2 01 56.7
 HJ0308;UTM  13      - 4,137,592.145   749,202.862   MT  1.00036505   +1 42 28.2
 HJ0308
 HJ0308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0308!SPC CO S     -   0.99982074  x   0.99998064  =   0.99980139
 HJ0308!UTM  13      -   0.99982074  x   1.00036505  =   1.00018573
 HJ0308
 HJ0308:                Primary Azimuth Mark                     Grid Az
 HJ0308:SPC CO S     -  BARTLETT RR SIDING H B S ELEV            020 07 01.8
 HJ0308:UTM  13      -  BARTLETT RR SIDING H B S ELEV            020 26 30.3
 HJ0308
 HJ0308|---------------------------------------------------------------------|
 HJ0308| PID    Reference Object                     Distance      Geod. Az  |
 HJ0308|                                                           dddmmss.s |
 HJ0308| HJ0309 BARTLETT RR SIDING H B S ELEV       APPROX. 9.9 KM 0220858.5 |
 HJ0308| CM8960 LAWYER RM 1                          11.734 METERS 08105     |
 HJ0308| CM8961 LAWYER RM 2                          17.748 METERS 17759     |
 HJ0308| CM8959 LAWYER AZ MK                                       1793123.9 |
 HJ0308| HJ0315 WALSH MUNICIPAL TANK                APPROX. 9.1 KM 2954730.2 |
 HJ0308|---------------------------------------------------------------------|
 HJ0308
 HJ0308                          SUPERSEDED SURVEY CONTROL
 HJ0308
 HJ0308  NAD 83(1992)-  37 21 05.78121(N)    102 11 11.41629(W) AD(       ) 2
 HJ0308  NAD 83(1986)-  37 21 05.78439(N)    102 11 11.41108(W) AD(       ) 2
 HJ0308  NAD 27      -  37 21 05.72171(N)    102 11 09.76516(W) AD(       ) 2
 HJ0308
 HJ0308.Superseded values are not recommended for survey control.
 HJ0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0308.See file dsdata.txt to determine how the superseded data were derived.
 HJ0308
 HJ0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB4920337592(NAD 83)
 HJ0308_MARKER: DS = TRIANGULATION STATION DISK
 HJ0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0308
 HJ0308  HISTORY     - Date     Condition        Report By
 HJ0308  HISTORY     - 1953     MONUMENTED       CGS
 HJ0308
 HJ0308                          STATION DESCRIPTION
 HJ0308
 HJ0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HJ0308'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF A FARMYARD,
 HJ0308'ON THE PROPERTY OF MR. ENGLAND.  IT IS 6 MILES AIRLINE
 HJ0308'EAST-SOUTHEST OF WALSH, 6 MILES AIRLINE SOUTH-SOUTHWEST OF
 HJ0308'BARTLETT, AND 4.5 MILES AIRLINE SOUTH OF U.S. HIGHWAY 160.
 HJ0308'
 HJ0308'TO REACH FROM THE POST OFFICE IN WALSH, GO SOUTH ON PAVED ROAD
 HJ0308'FOR 3.5 MILES TO A T-ROAD LEFT, JUST BEYOND A BRIDGE.  GO LEFT,
 HJ0308'EAST, ON THE T-ROAD FOR 5.0 MILES TO A T-ROAD LEFT.  GO LEFT,
 HJ0308'NORTH, ON THE T-ROAD ALONG THE EAST EDGE OF A CULTIVATED FIELD FOR
 HJ0308'0.5 MILE TO A SMALL CUT BANK ON THE RIGHT AND THE AZIMUTH MARK.
 HJ0308'CONTINUE NORTH ON THE TRACK ROAD FOR 0.3 MILE TO A GATE AND
 HJ0308'A FORK.  TAKE THE LEFT FORK, PASSING ALONG EAST SIDE OF A
 HJ0308'FARMHOUSE, FOR 0.1 MILE TO THE STATION IN THE NORTHEAST CORNER OF
 HJ0308'THE FARMYARD.
 HJ0308'
 HJ0308'THE STATION MARK IS A STANDARD DISK STAMPED LAWYER 1953, SET
 HJ0308'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 HJ0308'3 INCHES.  IT IS 5.9 FEET SOUTH-SOUTHWEST OF A WHITE WITNESS
 HJ0308'POST, 6.5 FEET SOUTH OF A FENCE LINE, 74 FEET WEST OF A FIELD
 HJ0308'ROAD, AND 200 FEET NORTHEAST OF A FARMHOUSE.
 HJ0308'
 HJ0308'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LAWYER NO 1 1953,
 HJ0308'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 HJ0308'1 INCH ABOVE THE GROUND.  IT IS 1 FOOT SOUTH OF A FENCE LINE
 HJ0308'AND 2 FEET LOWER THAN THE STATION.
 HJ0308'
 HJ0308'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LAWYER NO 2 1953,
 HJ0308'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 HJ0308'PROJECTS 4 INCHES.  IT IS 66 FEET SOUTH OF A FENCE LINE AND
 HJ0308'2 FEET LOWER THAN THE STATION.
 HJ0308'
 HJ0308'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LAWYER 1953, SET IN
 HJ0308'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 HJ0308'3 INCHES.  IT IS LOCATED ON THE HIGHEST POINT OF A LOW CUT
 HJ0308'BANK, 2 FEET WEST OF A FENCE LINE, 21 FEET EAST OF THE CENTER
 HJ0308'LINE OF A TRACK ROAD, AND MIDWAY BETWEEN TWO POWER POLES.
 HJ0308'
 HJ0308'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0674 ***********************************************************************
 LM0674  DESIGNATION -  LAY
 LM0674  PID         -  LM0674
 LM0674  STATE/COUNTY-  CO/MOFFAT
 LM0674  USGS QUAD   -  LAY (1969)
 LM0674
 LM0674                         *CURRENT SURVEY CONTROL
 LM0674  ___________________________________________________________________
 LM0674* NAD 83(1992)-  40 30 21.94522(N)    107 55 03.71566(W)     ADJUSTED  
 LM0674* NAVD 88     -      2023.6    (meters)    6639.     (feet)  VERTCON   
 LM0674  ___________________________________________________________________
 LM0674  LAPLACE CORR-           5.78  (seconds)                    DEFLEC99
 LM0674  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 LM0674
 LM0674  HORZ ORDER  -  SECOND
 LM0674
 LM0674.The horizontal coordinates were established by classical geodetic methods
 LM0674.and adjusted by the National Geodetic Survey in January 1993..
 LM0674
 LM0674.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0674
 LM0674.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0674
 LM0674.The geoid height was determined by GEOID03.
 LM0674
 LM0674;                    North         East     Units Scale Factor Converg.
 LM0674;SPC CO N     -   437,808.205   709,509.661   MT  0.99996675   -1 33 43.8
 LM0674;SPC CO N     - 1,436,375.75  2,327,782.95   sFT  0.99996675   -1 33 43.8
 LM0674;UTM  13      - 4,488,021.891   252,777.613   MT  1.00035239   -1 53 45.9
 LM0674;UTM  12      - 4,488,496.728   761,171.541   MT  1.00043970   +2 00 11.4
 LM0674
 LM0674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0674!SPC CO N     -   0.99968510  x   0.99996675  =   0.99965186
 LM0674!UTM  13      -   0.99968510  x   1.00035239  =   1.00003738
 LM0674!UTM  12      -   0.99968510  x   1.00043970  =   1.00012466
 LM0674
 LM0674|---------------------------------------------------------------------|
 LM0674| PID    Reference Object                     Distance      Geod. Az  |
 LM0674|                                                           dddmmss.s |
 LM0674| CP5673 LAY RM 1                              8.852 METERS 10602     |
 LM0674| CP5674 LAY RM 2                              8.850 METERS 21846     |
 LM0674| CP5672 LAY AZ MK                                          3204945.8 |
 LM0674|---------------------------------------------------------------------|
 LM0674
 LM0674                          SUPERSEDED SURVEY CONTROL
 LM0674
 LM0674  NAD 83(1986)-  40 30 21.94115(N)    107 55 03.70618(W) AD(       ) 2
 LM0674  NAD 27      -  40 30 22.05100(N)    107 55 01.42800(W) AD(       ) 2
 LM0674  NGVD 29 (07/19/86) 2022.3    (m)         6635.     (f) VERT ANG       
 LM0674
 LM0674.Superseded values are not recommended for survey control.
 LM0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0674.See file dsdata.txt to determine how the superseded data were derived.
 LM0674
 LM0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE5277888022(NAD 83)
 LM0674_MARKER: DS = TRIANGULATION STATION DISK
 LM0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0674
 LM0674  HISTORY     - Date     Condition        Report By
 LM0674  HISTORY     - 1937     MONUMENTED       CGS
 LM0674  HISTORY     - 1962     GOOD             USGS
 LM0674  HISTORY     - 1969     GOOD             USGS
 LM0674
 LM0674                          STATION DESCRIPTION
 LM0674
 LM0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LM0674'STATION IS ABOUT 1.5 MILES S, AND 2 MILES W OF LAY POST OFFICE,
 LM0674'1.0 MILE S OF LAY CREEK, AND 20 MILES W OF CRAIG, COLORADO,
 LM0674'ON THE HIGHEST POINT OF A LONG CEDAR COVERED RIDGE.
 LM0674'
 LM0674'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 LM0674'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 LM0674'
 LM0674'THE AZIMUTH MARK IS ON THE CREST OF THE RIDGE ON THE ROAD TO
 LM0674'THE STATION ABOUT 0.4 MILE FROM THE STATION, IN THE EDGE
 LM0674'OF LARGE CEDARS, ON THE S SLOPE OF THE RIDGE WHICH LEADS TO
 LM0674'THE STATION.
 LM0674'
 LM0674'STATION REACHED FROM CRAIG BY GOING W, U.S. HIGHWAY 40, 19.2
 LM0674'MILES TO THE LAY POST OFFICE, THENCE CONTINUE W ON U.S. HIGHWAY
 LM0674'40 FOR 3.4 MILES TO A SIDE ROAD S, AND A SIGN READING JUNIPER
 LM0674'HOT SPRINGS, THENCE LEAVE U.S. HIGHWAY 40 AND TURN LEFT AND GO
 LM0674'S ON A GRADED DIRT ROAD FOR 1.25 MILES TO THE TOP OF A SADDLE,
 LM0674'THENCE LEAVE GRADED ROAD, TURN LEFT AND GO E ON A TRAIL ROAD
 LM0674'THROUGH SAGEBRUSH FOR 0.2 MILE TO A FORK, TAKE RIGHT FORK
 LM0674'AROUND A HILL E AND S AND THEN E FOR 0.55 MILE TO A TRIANGULAR
 LM0674'BLAZE ON A LARGE CEDAR TREE ABOUT 30 FEET TO THE LEFT, THENCE
 LM0674'LEAVE TRACK ROAD, TURN LEFT AND FOLLOW VERY DIM TRACK ALONG
 LM0674'THE TOP OF THE RIDGE THROUGH SAGEBRUSH, AND PICK WAY THROUGH
 LM0674'CEDARS ABOUT 1.2 MILES TO THE TOP OF THE HILL AND STATION
 LM0674'SITE.  THIS DISTANCE 1.2 MILES IS ROUGH GOING, BUT A
 LM0674'TRUCK CAN BE DRIVEN OVER IT BY PICKING THE BEST ROUTE.
 LM0674
 LM0674                          STATION RECOVERY (1962)
 LM0674
 LM0674'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962 (RF)
 LM0674'FOUND AS DESCRIBED.
 LM0674'
 LM0674'STATION MARK--STANDARD USC AND GS DISK SET IN CONCRETE POST.
 LM0674
 LM0674                          STATION RECOVERY (1969)
 LM0674
 LM0674'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 LM0674'NO TEXT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2008 ***********************************************************************
 KK2008  DESIGNATION -  LAZY VV
 KK2008  PID         -  KK2008
 KK2008  STATE/COUNTY-  CO/BOULDER
 KK2008  USGS QUAD   -  NEDERLAND (1972)
 KK2008
 KK2008                         *CURRENT SURVEY CONTROL
 KK2008  ___________________________________________________________________
 KK2008* NAD 83(1992)-  39 59 56.90865(N)    105 30 20.59016(W)     ADJUSTED  
 KK2008* NAVD 88     -      2680.4    (meters)    8794.     (feet)  VERTCON   
 KK2008  ___________________________________________________________________
 KK2008  LAPLACE CORR-         -19.97  (seconds)                    DEFLEC99
 KK2008  GEOID HEIGHT-         -13.29  (meters)                     GEOID03
 KK2008
 KK2008  HORZ ORDER  -  THIRD
 KK2008
 KK2008.The horizontal coordinates were established by classical geodetic methods
 KK2008.and adjusted by the National Geodetic Survey in January 1993..
 KK2008
 KK2008.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2008
 KK2008.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2008
 KK2008.The geoid height was determined by GEOID03.
 KK2008
 KK2008;                    North         East     Units Scale Factor Converg.
 KK2008;SPC CO N     -   378,725.144   913,913.430   MT  0.99996644   -0 00 13.3
 KK2008;SPC CO N     - 1,242,534.08  2,998,397.64   sFT  0.99996644   -0 00 13.3
 KK2008;UTM  13      - 4,427,784.370   456,831.297   MT  0.99962294   -0 19 30.2
 KK2008
 KK2008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2008!SPC CO N     -   0.99958177  x   0.99996644  =   0.99954822
 KK2008!UTM  13      -   0.99958177  x   0.99962294  =   0.99920487
 KK2008
 KK2008:                Primary Azimuth Mark                     Grid Az
 KK2008:SPC CO N     -  NORTH ARAPAHOE PEAK CAIRN                283 52 57.5
 KK2008:UTM  13      -  NORTH ARAPAHOE PEAK CAIRN                284 12 14.4
 KK2008
 KK2008|---------------------------------------------------------------------|
 KK2008| PID    Reference Object                     Distance      Geod. Az  |
 KK2008|                                                           dddmmss.s |
 KK2008| LL1357 NORTH ARAPAHOE PEAK CAIRN           APPROX.12.7 KM 2835244.2 |
 KK2008| LL1353 BALD MOUNTAIN                       APPROX. 7.7 KM 3285123.9 |
 KK2008|---------------------------------------------------------------------|
 KK2008
 KK2008                          SUPERSEDED SURVEY CONTROL
 KK2008
 KK2008  NAD 83(1986)-  39 59 56.90433(N)    105 30 20.58468(W) AD(       ) 3
 KK2008  NAD 27      -  39 59 56.95337(N)    105 30 18.59923(W) AD(       ) 3
 KK2008  NGVD 29 (07/19/86) 2679.0    (m)         8789.     (f) VERT ANG       
 KK2008
 KK2008.Superseded values are not recommended for survey control.
 KK2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2008.See file dsdata.txt to determine how the superseded data were derived.
 KK2008
 KK2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE5683127784(NAD 83)
 KK2008_MARKER: DD = SURVEY DISK
 KK2008_SETTING: 66 = SET IN ROCK OUTCROP
 KK2008_SP_SET: SET IN ROCK OUTCROP
 KK2008_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK2008+STABILITY: POSITION/ELEVATION WELL
 KK2008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK2008+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 KK2008
 KK2008  HISTORY     - Date     Condition        Report By
 KK2008  HISTORY     - 1941     MONUMENTED       USGS
 KK2008  HISTORY     - 19950910 GOOD             USPSQD
 KK2008  HISTORY     - 20010331 GOOD             NGS
 KK2008  HISTORY     - 20050201 GOOD             USPSQD
 KK2008
 KK2008                          STATION DESCRIPTION
 KK2008
 KK2008'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 KK2008'STATION IS LOCATED ON SMALL ROCK POINT, ABOUT 600 FT. E. AND ABOVE
 KK2008'HIGHWAY 160 AND 0.75 MI. DUE E. OF LAZY VV RANCH.
 KK2008'
 KK2008'STATION MARK--A STANDARD BRONZE TABLET CEMENTED IN SOLID ROCK,
 KK2008'STAMPED ---LAZY VV R 1941---.
 KK2008'
 KK2008'REFERENCE MARK NO. 1--A STANDARD BRONZE REFERENCE TABLET CEMENTED IN
 KK2008'SOLID ROCK, STAMPED ---REFERENCE NO. 1---, 8.50 FT. DISTANT FROM
 KK2008'STATION MARK, S 72 DEG 46 MIN E.
 KK2008'
 KK2008'REFERENCE MARK NO. 2--A DEPARTMENT OF AGRICULTURE, FOREST SERVICE
 KK2008'TABLET, STAMPED ---A S P 567 1939---, 10.55 FT. DISTANT FROM STATION
 KK2008'MARK, N 07 DEG 38 MIN W.
 KK2008
 KK2008                          STATION RECOVERY (1995)
 KK2008
 KK2008'RECOVERY NOTE BY US POWER SQUADRON 1995
 KK2008'RECOVERED IN GOOD CONDITION.
 KK2008
 KK2008                          STATION RECOVERY (2001)
 KK2008
 KK2008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KK2008'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KK2008
 KK2008                          STATION RECOVERY (2005)
 KK2008
 KK2008'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 KK2008'KK2008 LAZY VV  GOOD  SAT. YES
 KK2008'KK2008 RM1 LAZY VV  GOOD  SAT. UNKNOWN
 KK2008'KK2008 RM2 LAZY VV  DESTROYED MARKER MISSING POST STILL IN PLACE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1217 ***********************************************************************
 LL1217  DESIGNATION -  LDW 1
 LL1217  PID         -  LL1217
 LL1217  STATE/COUNTY-  CO/WELD
 LL1217  USGS QUAD   -  BARNESVILLE (1950)
 LL1217
 LL1217                         *CURRENT SURVEY CONTROL
 LL1217  ___________________________________________________________________
 LL1217* NAD 83(1992)-  40 22 35.98573(N)    104 29 20.58565(W)     ADJUSTED  
 LL1217* NAVD 88     -      1398.     (meters)    4587.     (feet)  SCALED    
 LL1217  ___________________________________________________________________
 LL1217  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 LL1217  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 LL1217
 LL1217  HORZ ORDER  -  THIRD
 LL1217
 LL1217.The horizontal coordinates were established by classical geodetic methods
 LL1217.and adjusted by the National Geodetic Survey in January 1993..
 LL1217
 LL1217.The orthometric height was scaled from a topographic map.
 LL1217
 LL1217.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1217
 LL1217.The geoid height was determined by GEOID03.
 LL1217
 LL1217;                    North         East     Units Scale Factor Converg.
 LL1217;SPC CO N     -   421,132.096 1,000,249.052   MT  0.99995925   +0 39 11.5
 LL1217;SPC CO N     - 1,381,664.22  3,281,650.43   sFT  0.99995925   +0 39 11.5
 LL1217;UTM  13      - 4,469,689.745   543,373.913   MT  0.99962316   +0 19 51.6
 LL1217
 LL1217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1217!SPC CO N     -   0.99978370  x   0.99995925  =   0.99974295
 LL1217!UTM  13      -   0.99978370  x   0.99962316  =   0.99940694
 LL1217
 LL1217:                Primary Azimuth Mark                     Grid Az
 LL1217:SPC CO N     -  WITWER                                   051 12 33.8
 LL1217:UTM  13      -  WITWER                                   051 31 53.7
 LL1217
 LL1217|---------------------------------------------------------------------|
 LL1217| PID    Reference Object                     Distance      Geod. Az  |
 LL1217|                                                           dddmmss.s |
 LL1217| LL1216 WITWER                              APPROX. 5.4 KM 0515145.3 |
 LL1217|---------------------------------------------------------------------|
 LL1217
 LL1217                          SUPERSEDED SURVEY CONTROL
 LL1217
 LL1217  NAD 83(1986)-  40 22 35.97527(N)    104 29 20.58180(W) AD(       ) 3
 LL1217  NAD 27      -  40 22 36.04758(N)    104 29 18.73580(W) AD(       ) 3
 LL1217
 LL1217.Superseded values are not recommended for survey control.
 LL1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1217.See file dsdata.txt to determine how the superseded data were derived.
 LL1217
 LL1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE4337469690(NAD 83)
 LL1217_MARKER: DD = SURVEY DISK
 LL1217_SETTING: 0 = UNSPECIFIED SETTING
 LL1217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1217
 LL1217  HISTORY     - Date     Condition        Report By
 LL1217  HISTORY     - 1948     MONUMENTED       USGS
 LL1217
 LL1217                          STATION DESCRIPTION
 LL1217
 LL1217'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 LL1217'STATION IS LOCATED AT KUNER, COLORADO, APPROXIMATELY 11.5 MI. E. OF
 LL1217'GREELEY, IN NE. 1/4 SEC. 25, T 5 N, R 64 W, ON UNION PACIFIC RAILROAD.
 LL1217'
 LL1217'STATION MARK--STANDARD TABLET, STAMPED ---LDW-1 1948---, SET IN
 LL1217'CONCRETE POST.
 LL1217'
 LL1217'REFERENCE MARK NO. 1--A CHISELED CROSS, IN OLD CONCRETE FOOTING, IN
 LL1217'FENCE LINE ON E. SIDE OF RD., 135.6 FT. FROM STATION,
 LL1217'N 86 DEG 55 DEG W.
 LL1217'
 LL1217'REFERENCE MARK NO. 2--A CHISELED CROSS, IN SW. CORNER OF SCALE
 LL1217'PLATFORM, 126.70 FT. FROM STATION, N 02 DEG 54 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0504 ***********************************************************************
 KJ0504  DESIGNATION -  LE BOW
 KJ0504  PID         -  KJ0504
 KJ0504  STATE/COUNTY-  CO/LINCOLN
 KJ0504  USGS QUAD   -  GENOA WEST (1980)
 KJ0504
 KJ0504                         *CURRENT SURVEY CONTROL
 KJ0504  ___________________________________________________________________
 KJ0504* NAD 83(1992)-  39 16 30.50895(N)    103 30 37.17869(W)     ADJUSTED  
 KJ0504* NAVD 88     -      1723.9    (meters)    5656.     (feet)  VERTCON   
 KJ0504  ___________________________________________________________________
 KJ0504  LAPLACE CORR-          -5.05  (seconds)                    DEFLEC99
 KJ0504  GEOID HEIGHT-         -20.16  (meters)                     GEOID03
 KJ0504
 KJ0504  HORZ ORDER  -  FIRST
 KJ0504
 KJ0504.The horizontal coordinates were established by classical geodetic methods
 KJ0504.and adjusted by the National Geodetic Survey in January 1993..
 KJ0504
 KJ0504.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0504
 KJ0504.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0504
 KJ0504.The geoid height was determined by GEOID03.
 KJ0504
 KJ0504;                    North         East     Units Scale Factor Converg.
 KJ0504;SPC CO C     -   466,732.491 1,086,066.550   MT  0.99994051   +1 15 17.5
 KJ0504;SPC CO C     - 1,531,271.51  3,563,203.34   sFT  0.99994051   +1 15 17.5
 KJ0504;UTM  13      - 4,348,367.621   628,495.197   MT  0.99980330   +0 56 35.4
 KJ0504
 KJ0504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0504!SPC CO C     -   0.99973277  x   0.99994051  =   0.99967330
 KJ0504!UTM  13      -   0.99973277  x   0.99980330  =   0.99953612
 KJ0504
 KJ0504:                Primary Azimuth Mark                     Grid Az
 KJ0504:SPC CO C     -  LE BOW AZ MK                             083 37 23.7
 KJ0504:UTM  13      -  LE BOW AZ MK                             083 56 05.8
 KJ0504
 KJ0504|---------------------------------------------------------------------|
 KJ0504| PID    Reference Object                     Distance      Geod. Az  |
 KJ0504|                                                           dddmmss.s |
 KJ0504| CP7585 LE BOW AZ MK                                       0845241.2 |
 KJ0504| KJ0519 HUGO 2                              APPROX.22.1 KM 1805008.8 |
 KJ0504|---------------------------------------------------------------------|
 KJ0504
 KJ0504                          SUPERSEDED SURVEY CONTROL
 KJ0504
 KJ0504  NAD 83(1986)-  39 16 30.50346(N)    103 30 37.17523(W) AD(       ) 1
 KJ0504  NAD 27      -  39 16 30.54900(N)    103 30 35.36700(W) AD(       ) 1
 KJ0504  NGVD 29 (07/19/86) 1723.1    (m)         5653.     (f) VERT ANG       
 KJ0504
 KJ0504.Superseded values are not recommended for survey control.
 KJ0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0504.See file dsdata.txt to determine how the superseded data were derived.
 KJ0504
 KJ0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD2849548368(NAD 83)
 KJ0504_MARKER: DS = TRIANGULATION STATION DISK
 KJ0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0504_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KJ0504+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2003
 KJ0504
 KJ0504  HISTORY     - Date     Condition        Report By
 KJ0504  HISTORY     - 1934     MONUMENTED       CGS
 KJ0504  HISTORY     - 1966     GOOD             CGS
 KJ0504  HISTORY     - 1970     GOOD             NGS
 KJ0504  HISTORY     - 1974     GOOD             NGS
 KJ0504  HISTORY     - 1983     GOOD             LOCENG
 KJ0504  HISTORY     - 20030712 GOOD             USPSQD
 KJ0504
 KJ0504                          STATION DESCRIPTION
 KJ0504
 KJ0504'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 KJ0504'THE STATION IS LOCATED ABOUT 10 MILES EAST OF LIMON AND 0.4
 KJ0504'MILE WEST OF GENOA.  IT IS IN THE SOUTHEAST CORNER OF THE
 KJ0504'SOUTHEAST QUARTER OF SEC. 11, T. 9 S., R. 55 W., ON LAND OWNED
 KJ0504'BY THE TOWER AND HOME IMPROVEMENT ASSOCIATION, INC.  THE STATION
 KJ0504'MARK IS LOCATED IN THE MAIN ROOM OF AN OBSERVATION TOWER
 KJ0504'WHICH HAS BEEN ERECTED BY THE ABOVE CORPORATION FOR THE PURPOSE
 KJ0504'OF OBSERVING THE SCENERY IN THIS VICINITY.  THIS TOWER IS ON
 KJ0504'THE HIGHEST POINT BETWEEN KANSAS CITY AND DENVER.  THE TOWER
 KJ0504'IS 50 FEET HIGH AND THE FLOOR OF THE OBSERVATION ROOM IN
 KJ0504'WHICH THE STATION MARK IS LOCATED IS 30 FEET ABOVE THE GROUND
 KJ0504'
 KJ0504'THE STATION MARK IS IN THE SOUTHEASTERN PART OF THE
 KJ0504'OBSERVATION ROOM AT A POINT 14.20 FEET SOUTHEAST OF THE
 KJ0504'NORTHWEST CORNER, 11.85 FEET SOUTHWEST OF THE NORTHEAST CORNER,
 KJ0504'7.69 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE ROOM WHICH
 KJ0504'IS 15.5 FEET SQUARE.
 KJ0504'
 KJ0504'TO REACH THE STATION FROM GENOA, A SMALL TOWN ON THE CHICAGO,
 KJ0504'ROCK ISLAND AND PACIFIC RAILROAD AND U.S. HIGHWAY 40-N, GO
 KJ0504'WEST ON U.S. HIGHWAY 40-N FOR 0.4 MILE TO THE TOWER AND STATION
 KJ0504'ON THE SOUTH SIDE OF THE HIGHWAY.
 KJ0504'
 KJ0504'AZIMUTH MARK IS EAST OF THE STATION, IN THE
 KJ0504'RIGHT-OF-WAY FENCE ON THE SOUTH SIDE OF U.S. HIGHWAY 40 N, AT
 KJ0504'A POINT 150 FEET WEST OF A FENCE CORNER AND PROJECTS 6 INCHES.
 KJ0504'
 KJ0504'ALL MAIN SCHEME STATIONS WILL CLEAR FROM THE STATION.  THE
 KJ0504'STATION WAS OCCUPIED ECCENTRICALLY FOR THE PURPOSE OF OBSERVING
 KJ0504'STATION RUINS.
 KJ0504'
 KJ0504'IF THE STATION IS REOCCUPIED, PERMISSION SHOULD BE OBTAINED
 KJ0504'FROM C.W. GREGORY, PRESIDENT AND GENERAL MANAGER OF THE
 KJ0504'CORPORATION, WHO RESIDES AT THE TOWER.
 KJ0504'
 KJ0504'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 KJ0504
 KJ0504                          STATION RECOVERY (1966)
 KJ0504
 KJ0504'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (CA)
 KJ0504'THE STATION WAS RECOVERED IN GOOD CONDITION.
 KJ0504'
 KJ0504'THE STATION IS LOCATED 10 MILES EAST OF LIMON, COLORADO
 KJ0504'IN THE MAIN OBSERVING ROOM OF AN OBSERVING TOWER, FROM WHICH
 KJ0504'TOURISTS CAN OBSERVE SIX STATES.
 KJ0504'
 KJ0504'TO REACH FROM GENOA, COLORADO GO WEST ALONG THE SOUTH SIDE OF
 KJ0504'THE RAILROAD TRACKS ON AN ABANDONED HIGHWAY FOR 0.4 MILE TO
 KJ0504'THE TOWER AND STATION.  THIS TOWER IS 0.2 MILE NORTH OF U.S.
 KJ0504'HWY. 24, AND IS A MASSIVE STRUCTURE APPROXIMATELY FIFTY FEET
 KJ0504'HIGH.  THE MARK IS A STANDARD BRASS DISK SET IN A CONCRETE
 KJ0504'FLOOR APPROXIMATELY 30 FEET ABOVE GROUND.
 KJ0504
 KJ0504                          STATION RECOVERY (1970)
 KJ0504
 KJ0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JEP)
 KJ0504'THE STATION MARK IS IN GOOD CONDITION AND THE DESCRIPTION IS
 KJ0504'ADEQUATE, WITH THE FOLLOWING EXCEPTION--ALL REFERENCES MADE
 KJ0504'TO U.S. HIGHWAY 40-N SHOULD BE OLD U.S. HIGHWAY 24.
 KJ0504'
 KJ0504'STATION MARK IS A STANDARD USC AND GS BRONZE DISK SET FLUSH
 KJ0504'IN THE FLOOR OF THE MAIN ROOM OF THE OBSERVATION TOWER.  STAMPED
 KJ0504'LE BOW 1934.
 KJ0504'
 KJ0504'STATION HUGO 2 USC AND GS 1934 IS VISIBLE FROM THE GROUND AT
 KJ0504'THIS STATION AND WILL SERVE AS THE AZIMUTH MARK.
 KJ0504'
 KJ0504'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
 KJ0504
 KJ0504                          STATION RECOVERY (1974)
 KJ0504
 KJ0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 KJ0504'THE STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION,
 KJ0504'THE AZIMUTH MARK WAS NOT RECOVERED AS AREA WAS COVERED WITH
 KJ0504'DRIFTED SNOW.
 KJ0504'
 KJ0504'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.4 MILE
 KJ0504'WEST OF GENOA.
 KJ0504
 KJ0504                          STATION RECOVERY (1983)
 KJ0504
 KJ0504'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (TH)
 KJ0504'LE BOW 1934 RECOVERED GOOD.
 KJ0504
 KJ0504                          STATION RECOVERY (2003)
 KJ0504
 KJ0504'RECOVERY NOTE BY US POWER SQUADRON 2003 (KFJ)
 KJ0504'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0271 ***********************************************************************
 KM0271  DESIGNATION -  LEE
 KM0271  PID         -  KM0271
 KM0271  STATE/COUNTY-  CO/RIO BLANCO
 KM0271  USGS QUAD   -  ROCK SCHOOL (1952)
 KM0271
 KM0271                         *CURRENT SURVEY CONTROL
 KM0271  ___________________________________________________________________
 KM0271* NAD 83(1992)-  39 47 45.05569(N)    108 15 39.55671(W)     ADJUSTED  
 KM0271* NAVD 88     -      2107.9    (meters)    6916.     (feet)  VERTCON   
 KM0271  ___________________________________________________________________
 KM0271  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 KM0271  GEOID HEIGHT-         -16.19  (meters)                     GEOID03
 KM0271
 KM0271  HORZ ORDER  -  THIRD
 KM0271
 KM0271.The horizontal coordinates were established by classical geodetic methods
 KM0271.and adjusted by the National Geodetic Survey in January 1993..
 KM0271
 KM0271.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0271
 KM0271.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0271
 KM0271.The geoid height was determined by GEOID03.
 KM0271
 KM0271;                    North         East     Units Scale Factor Converg.
 KM0271;SPC CO N     -   359,834.624   677,970.792   MT  0.99998816   -1 47 02.3
 KM0271;SPC CO N     - 1,180,557.43  2,224,309.17   sFT  0.99998816   -1 47 02.3
 KM0271;UTM  12      - 4,408,688.097   734,512.338   MT  1.00027712   +1 45 14.1
 KM0271
 KM0271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0271!SPC CO N     -   0.99967196  x   0.99998816  =   0.99966012
 KM0271!UTM  12      -   0.99967196  x   1.00027712  =   0.99994899
 KM0271
 KM0271:                Primary Azimuth Mark                     Grid Az
 KM0271:SPC CO N     -  WILLOW                                   181 42 30.5
 KM0271:UTM  12      -  WILLOW                                   178 10 14.1
 KM0271
 KM0271|---------------------------------------------------------------------|
 KM0271| PID    Reference Object                     Distance      Geod. Az  |
 KM0271|                                                           dddmmss.s |
 KM0271| KM0257 WILLOW                              APPROX.12.6 KM 1795528.2 |
 KM0271|---------------------------------------------------------------------|
 KM0271
 KM0271                          SUPERSEDED SURVEY CONTROL
 KM0271
 KM0271  NAD 83(1986)-  39 47 45.04976(N)    108 15 39.55057(W) AD(       ) 3
 KM0271  NAD 27      -  39 47 45.14300(N)    108 15 37.24793(W) AD(       ) 3
 KM0271  NGVD 29 (07/19/86) 2106.6    (m)         6911.     (f) VERT ANG       
 KM0271
 KM0271.Superseded values are not recommended for survey control.
 KM0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0271.See file dsdata.txt to determine how the superseded data were derived.
 KM0271
 KM0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYK3451208688(NAD 83)
 KM0271_MARKER: DD = SURVEY DISK
 KM0271_SETTING: 0 = UNSPECIFIED SETTING
 KM0271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0271
 KM0271  HISTORY     - Date     Condition        Report By
 KM0271  HISTORY     - 1950     MONUMENTED       USGS
 KM0271
 KM0271                          STATION DESCRIPTION
 KM0271
 KM0271'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KM0271'STATION IS LOCATED ABOUT 4.25 MI. N. AND 18.5 MI. W. OF RIO BLANCO,
 KM0271'COLORADO, IN NE. 1/4 SECTION 15, T 3 S, R 97 W.
 KM0271'
 KM0271'TO REACH FROM THE POST OFFICE IN RIO BLANCO, PROCEED W. ON HIGHWAY 326
 KM0271'20.6 MI. TO T-RD. S.  THENCE S. 02.3 MI. TO Y-RD.  PROCEED RIGHT OR W.
 KM0271'FROM Y-RD. 24 MI.  STATION LIES DUE W. ON TOP OF A RIDGE WHICH IS
 KM0271'SPARSELY COVERED BY TREES.  STATION IS ABOUT 0.5 MI. W. OF RD.
 KM0271'
 KM0271'STATION MARK--STANDARD TABLET, SET IN TOP OF A 4 IN. IRON PIPE,
 KM0271'PROJECTING 6 IN. ABOVE THE SURFACE AND STAMPED ---R-LEE 1950---.
 KM0271'
 KM0271'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1424 ***********************************************************************
 LL1424  DESIGNATION -  LEE HILL MAST
 LL1424  PID         -  LL1424
 LL1424  STATE/COUNTY-  CO/BOULDER
 LL1424  USGS QUAD   -  BOULDER (1979)
 LL1424
 LL1424                         *CURRENT SURVEY CONTROL
 LL1424  ___________________________________________________________________
 LL1424* NAD 83(1992)-  40 04 19.39519(N)    105 21 16.45890(W)     ADJUSTED  
 LL1424* NAVD 88     -                                                        
 LL1424  ___________________________________________________________________
 LL1424  LAPLACE CORR-         -24.84  (seconds)                    DEFLEC99
 LL1424  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 LL1424
 LL1424  HORZ ORDER  -  THIRD
 LL1424
 LL1424.The horizontal coordinates were established by classical geodetic methods
 LL1424.and adjusted by the National Geodetic Survey in January 1993..
 LL1424
 LL1424
 LL1424.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1424
 LL1424.The geoid height was determined by GEOID03.
 LL1424
 LL1424;                    North         East     Units Scale Factor Converg.
 LL1424;SPC CO N     -   386,830.918   926,806.950   MT  0.99996168   +0 05 38.3
 LL1424;SPC CO N     - 1,269,127.77  3,040,699.14   sFT  0.99996168   +0 05 38.3
 LL1424;UTM  13      - 4,435,814.807   469,765.650   MT  0.99961125   -0 13 41.7
 LL1424
 LL1424                          SUPERSEDED SURVEY CONTROL
 LL1424
 LL1424  NAD 83(1986)-  40 04 19.39576(N)    105 21 16.44052(W) AD(       ) 4
 LL1424
 LL1424.Superseded values are not recommended for survey control.
 LL1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1424.See file dsdata.txt to determine how the superseded data were derived.
 LL1424
 LL1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE6976635815(NAD 83)
 LL1424_MARKER: 42 = RADIO/TV MAST
 LL1424
 LL1424  HISTORY     - Date     Condition        Report By
 LL1424  HISTORY     - 1985     FIRST OBSERVED   NGS
 LL1424
 LL1424                          STATION DESCRIPTION
 LL1424
 LL1424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 LL1424'THE STATION IS LOCATED ABOUT 13.2 KM (8.2 MI) EAST OF WARD, 9.8 KM
 LL1424'(6.1 MI) NORTHWEST OF BOULDER AND 4.8 KM (3.0 MI) EAST-NORTHEAST OF
 LL1424'GOLD HILL.  IT IS ON LEE HILL IN THE SOUTHWEST QUARTER OF SECTION 4,
 LL1424'R 71 W, T 1 N.
 LL1424'
 LL1424'THE TOP CENTER OF THE ANTENNA WAS INTERSECTED.  THERE ARE TWO
 LL1424'RADIO-MICROWAVE MASTS ON THE HILL THAT ARE CLOSE TOGETHER AND LOOK
 LL1424'VERY MUCH THE SAME NOW SO THIS IS NOT A GOOD INTERSECTION STATION TO
 LL1424'USE AS IT WAS WHEN FIRST OBSERVED.  ALSO THE TOWER MAY HAVE TO BE
 LL1424'TAKEN DOWN AS IT INTERFERS WITH OTHER RADIO SIGNALS ON THE HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1892 ***********************************************************************
 KK1892  DESIGNATION -  LEGAULT
 KK1892  PID         -  KK1892
 KK1892  STATE/COUNTY-  CO/JEFFERSON
 KK1892  USGS QUAD   -  CONIFER (1994)
 KK1892
 KK1892                         *CURRENT SURVEY CONTROL
 KK1892  ___________________________________________________________________
 KK1892* NAD 83(1992)-  39 32 00.65283(N)    105 15 54.56288(W)     ADJUSTED  
 KK1892* NAVD 88     -      2766.1    (meters)    9075.     (feet)  VERTCON   
 KK1892  ___________________________________________________________________
 KK1892  LAPLACE CORR-         -16.07  (seconds)                    DEFLEC99
 KK1892  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 KK1892
 KK1892  HORZ ORDER  -  THIRD
 KK1892
 KK1892.The horizontal coordinates were established by classical geodetic methods
 KK1892.and adjusted by the National Geodetic Survey in January 1993..
 KK1892
 KK1892.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1892
 KK1892.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1892
 KK1892.The geoid height was determined by GEOID03.
 KK1892
 KK1892;                    North         East     Units Scale Factor Converg.
 KK1892;SPC CO C     -   493,562.670   934,591.087   MT  0.99996434   +0 08 53.2
 KK1892;SPC CO C     - 1,619,296.86  3,066,237.59   sFT  0.99996434   +0 08 53.2
 KK1892;UTM  13      - 4,376,017.561   477,213.055   MT  0.99960639   -0 10 07.6
 KK1892
 KK1892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1892!SPC CO C     -   0.99956851  x   0.99996434  =   0.99953287
 KK1892!UTM  13      -   0.99956851  x   0.99960639  =   0.99917507
 KK1892
 KK1892:                Primary Azimuth Mark                     Grid Az
 KK1892:SPC CO C     -  BEAR                                     347 38 49.4
 KK1892:UTM  13      -  BEAR                                     347 57 50.2
 KK1892
 KK1892|---------------------------------------------------------------------|
 KK1892| PID    Reference Object                     Distance      Geod. Az  |
 KK1892|                                                           dddmmss.s |
 KK1892| KK1893 BEAR                                APPROX.10.1 KM 3474742.6 |
 KK1892|---------------------------------------------------------------------|
 KK1892
 KK1892                          SUPERSEDED SURVEY CONTROL
 KK1892
 KK1892  NAD 83(1986)-  39 32 00.64845(N)    105 15 54.56559(W) AD(       ) 3
 KK1892  NAD 27      -  39 32 00.68442(N)    105 15 52.60012(W) AD(       ) 3
 KK1892  NGVD 29 (07/19/86) 2764.9    (m)         9071.     (f) VERT ANG       
 KK1892
 KK1892.Superseded values are not recommended for survey control.
 KK1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1892.See file dsdata.txt to determine how the superseded data were derived.
 KK1892
 KK1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7721376018(NAD 83)
 KK1892_MARKER: DD = SURVEY DISK
 KK1892_SETTING: 0 = UNSPECIFIED SETTING
 KK1892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1892
 KK1892  HISTORY     - Date     Condition        Report By
 KK1892  HISTORY     - 1944     MONUMENTED       USGS
 KK1892  HISTORY     - 1955     POOR             USGS
 KK1892
 KK1892                          STATION DESCRIPTION
 KK1892
 KK1892'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 KK1892'LOCATED ON LEGAULT MTN., 3.0 MI. E. OF OLD POST OFFICE AT CONIFER.
 KK1892'
 KK1892'STATION MARK--A BRONZE TRIANGULATION TABLET SET IN SANDSTONE AT
 KK1892'HIGHEST POINT.  THE PRESENT STATION MARK WAS ORIGINALLY THE REFERENCE
 KK1892'MARK.  POSITION WAS TRANSFERRED IN 1944 FROM THE PINE TREE USED AS A
 KK1892'STATION MARK IN 1903, TO THE BRONZE TABLET.
 KK1892'
 KK1892'ONLY THE STEM OF THE TABLET REMAINS IN PLACE,
 KK1892'THE TOP HAVING BEEN BROKEN OFF.  THE STEM WAS REINFORCED IN CEMENT
 KK1892'AND IS BELIEVED TO BE PERMANENT.
 KK1892'
 KK1892'REFERENCE MARK--NEW REFERENCE TABLET WAS SET 2.7 FT. SE. OF STEM,
 KK1892'AND STAMPED ---LEGAULT - 1955---.  THE ARROW POINTS TO THE STATION
 KK1892'MARK (OLD STEM).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1425 ***********************************************************************
 LL1425  DESIGNATION -  LEGION
 LL1425  PID         -  LL1425
 LL1425  STATE/COUNTY-  CO/BOULDER
 LL1425  USGS QUAD   -  NIWOT (1979)
 LL1425
 LL1425                         *CURRENT SURVEY CONTROL
 LL1425  ___________________________________________________________________
 LL1425* NAD 83(1992)-  40 00 55.32938(N)    105 11 25.24615(W)     ADJUSTED  
 LL1425* NAVD 88     -      1633.5    (meters)    5359.     (feet)  GPS OBS   
 LL1425  ___________________________________________________________________
 LL1425  X           -  -1,282,056.508 (meters)                     COMP
 LL1425  Y           -  -4,721,896.175 (meters)                     COMP
 LL1425  Z           -   4,080,332.585 (meters)                     COMP
 LL1425  LAPLACE CORR-         -15.07  (seconds)                    DEFLEC99
 LL1425  ELLIP HEIGHT-        1617.26  (meters)          (12/03/02) GPS OBS
 LL1425  GEOID HEIGHT-         -16.32  (meters)                     GEOID03
 LL1425
 LL1425  HORZ ORDER  -  FIRST
 LL1425  ELLP ORDER  -  FOURTH    CLASS II
 LL1425
 LL1425.The horizontal coordinates were established by GPS observations
 LL1425.and adjusted by the National Geodetic Survey in February 2000..
 LL1425
 LL1425.The orthometric height was determined by GPS observations and a
 LL1425.high-resolution geoid model.
 LL1425
 LL1425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1425
 LL1425.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1425
 LL1425.The ellipsoidal height was determined by GPS observations
 LL1425.and is referenced to NAD 83.
 LL1425
 LL1425.The geoid height was determined by GEOID03.
 LL1425
 LL1425;                    North         East     Units Scale Factor Converg.
 LL1425;SPC CO N     -   380,573.094   940,837.463   MT  0.99996524   +0 12 00.3
 LL1425;SPC CO N     - 1,248,596.89  3,086,730.91   sFT  0.99996524   +0 12 00.3
 LL1425;UTM  13      - 4,429,480.410   483,755.748   MT  0.99960325   -0 07 20.6
 LL1425
 LL1425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1425!SPC CO N     -   0.99974635  x   0.99996524  =   0.99971160
 LL1425!UTM  13      -   0.99974635  x   0.99960325  =   0.99934970
 LL1425
 LL1425|---------------------------------------------------------------------|
 LL1425| PID    Reference Object                     Distance      Geod. Az  |
 LL1425|                                                           dddmmss.s |
 LL1425| CR8258 LEGION RM 1                          13.888 METERS 11225     |
 LL1425| CR8259 LEGION RM 2                          14.550 METERS 21933     |
 LL1425| LL1400 BOULDER FLAGSTAFF MTN FLAGPOLE      APPROX. 9.5 KM 2621518.5 |
 LL1425| LL1399 BOULDER BETASSO GREEN TANK          APPROX.12.3 KM 2680107.5 |
 LL1425| LL1322 VALMONT PUBLIC SERVICE COMPANY STAC APPROX. 1.1 KM 2924141.3 |
 LL1425| LL1426 LEGION AZ MK                        APPROX. 1.0 KM 2945204.1 |
 LL1425|---------------------------------------------------------------------|
 LL1425
 LL1425                          SUPERSEDED SURVEY CONTROL
 LL1425
 LL1425  ELLIP H (02/17/00) 1617.28   (m)                       GP(       ) 4 2
 LL1425  NAD 83(1992)-  40 00 55.32617(N)    105 11 25.24653(W) AD(       ) 1
 LL1425  NAD 83(1986)-  40 00 55.31548(N)    105 11 25.24864(W) AD(       ) 1
 LL1425  NGVD 29 (01/20/89) 1632.5    (m)         5356.     (f) GPS OBS        
 LL1425
 LL1425.Superseded values are not recommended for survey control.
 LL1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1425.See file dsdata.txt to determine how the superseded data were derived.
 LL1425
 LL1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE8375629480(NAD 83)
 LL1425_MARKER: DH = HORIZONTAL CONTROL DISK
 LL1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL1425_STAMPING: LEGION 1985
 LL1425_MARK LOGO: NGS   
 LL1425_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1425+STABILITY: SURFACE MOTION
 LL1425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1425+SATELLITE: SATELLITE OBSERVATIONS - November 25, 1998
 LL1425
 LL1425  HISTORY     - Date     Condition        Report By
 LL1425  HISTORY     - 1985     MONUMENTED       NGS
 LL1425  HISTORY     - 19860813 GOOD
 LL1425  HISTORY     - 19981125 GOOD             NGS
 LL1425
 LL1425                          STATION DESCRIPTION
 LL1425
 LL1425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 LL1425'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) EAST-SOUTHEAST OF
 LL1425'EIRE, 7.2 KM (4.5 MI) EAST OF BOULDER AND 6.4 KM (4.0 MI) NORTHWEST
 LL1425'OF LOUISVILLE.
 LL1425'OWNERSHIP--BOULDER COUNTY PARKS AND OPEN SPACE DEPARTMENT, P.O. BOX
 LL1425'471, BOULDER, CO. 80306.  MR. RICH KOOPMAN.  TELEPHONE-303-441-3950.
 LL1425'
 LL1425'TO REACH THE STATION FROM THE INTERSECTION OF CANYON BOULEVARD,
 LL1425'STATE HIGHWAY 7 AND 119, AND BROADWAY, STATE HIGHWAY 7 AND 93, IN
 LL1425'BOULDER, GO EAST ON CANYON BOULEVARD, STATE HIGHWAY 7, 1.9 KM
 LL1425'(1.2 MI) TO A T-INTERSECTION, 28TH STREET.  TURN RIGHT, SOUTH, ON
 LL1425'28TH STREET, STATE HIGHWAY 7, FOR 0.2 KM (0.1 MI) TO THE
 LL1425'INTERSECTION OF ARAPAHOE ROAD.  TURN LEFT, EAST, ON ARAPAHOE ROAD,
 LL1425'STATE HIGHWAY 7 FOR 0.2 KM (0.1 MI) TO THE INTERSECTION OF 30TH
 LL1425'STREET.  CONTINUE AHEAD ON ARAPAHOE ROAD, EAST, FOR 2.4 KM (1.5 MI)
 LL1425'TO THE INTERSECTION OF 55TH STREET.  CONTINUE AHEAD, EAST, FOR
 LL1425'3.2 KM (2.0 MI) TO A DIRT SIDE ROAD LEFT.  TURN LEFT, NORTH, FOR
 LL1425'0.2 KM (0.1 MI) TO THE TOP OF A HILL, PARKING AREA, AND LOCKED
 LL1425'GATE.  PASS THROUGH THE LOCKED GATE, SOUTHWESTERLY ALONG THE RIDGE
 LL1425'FOR 0.1 KM (0.05 MI) TO THE STATION MARK.
 LL1425'
 LL1425'THE STATION IS A STANDARD NGS DISK STAMPED---LEGION 1985---SET INTO
 LL1425'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12-IN) IN DIAMETER FLUSH
 LL1425'WITH THE GROUND.  LOCATED 88.4 M (290 FT) SOUTHWEST OF THE BARREL
 LL1425'OF A CANNON, 71.6 M (235 FT) EAST FROM A FENCE CORNER WITH NO FENCE
 LL1425'ATTACHED, 1.8 M (6 FT) NORTHWEST FROM A WITNESS POST.
 LL1425'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED---LEGION 1985---
 LL1425'SET IN AN IRREGULAR MASS OF CONCRETE 0.9 M (3 FT) BELOW THE GROUND.
 LL1425'
 LL1425'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK STAMPED---LEGION NO 1
 LL1425'1985--- SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12-IN)
 LL1425'IN DIAMETER FLUSH WITH THE GROUND.  LOCATED 84.4 M (277 FT) EAST
 LL1425'FROM A FENCE CORNER WITH NO FENCE ATTACHED, 84.1 M (276 FT)
 LL1425'SOUTHWEST FROM THE BARREL OF A CONNON, 13.4 M (44 FT) SOUTHEAST
 LL1425'FROM A WITNESS POST AND 0.3 M (1 FT) BELOW THE STATION MARK.
 LL1425'
 LL1425'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 LL1425'STAMPED---LEGION NO 2 1985---,
 LL1425'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LL1425'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LL1425'62.5 METERS (205 FT) EAST-SOUTHEAST FROM A FENCE CORNER,
 LL1425'13.4 METERS (44 FT) SOUTHWEST FROM A WITNESS POST,
 LL1425'MARK IS LEVEL WITH THE STATION.
 LL1425
 LL1425                          STATION RECOVERY (1986)
 LL1425
 LL1425'RECOVERED 1986
 LL1425'RECOVERED IN GOOD CONDITION.
 LL1425
 LL1425                          STATION RECOVERY (1998)
 LL1425
 LL1425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 LL1425'THE STATION WAS RECOVERED IN GOOD CONDITION WITH THE FOLLOWING
 LL1425'ADDITIONS--THE WITNESS POST IS NOW GONE AND THE MARK IS 0.6 M (2.0 FT)
 LL1425'SOUTH FROM A WALKING PATH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1426 ***********************************************************************
 LL1426  DESIGNATION -  LEGION AZ MK
 LL1426  PID         -  LL1426
 LL1426  STATE/COUNTY-  CO/BOULDER
 LL1426  USGS QUAD   -  NIWOT (1979)
 LL1426
 LL1426                         *CURRENT SURVEY CONTROL
 LL1426  ___________________________________________________________________
 LL1426* NAD 83(1992)-  40 01 08.50967(N)    105 12 02.23590(W)     ADJUSTED  
 LL1426* NAVD 88     -      1594.     (meters)    5230.     (feet)  VERTCON   
 LL1426  ___________________________________________________________________
 LL1426  LAPLACE CORR-         -15.73  (seconds)                    DEFLEC99
 LL1426  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 LL1426
 LL1426  HORZ ORDER  -  SECOND
 LL1426
 LL1426.The horizontal coordinates were established by classical geodetic methods
 LL1426.and adjusted by the National Geodetic Survey in January 1993..
 LL1426.No horizontal observational check was made to the station.
 LL1426
 LL1426.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1426
 LL1426.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1426
 LL1426.The geoid height was determined by GEOID03.
 LL1426
 LL1426;                    North         East     Units Scale Factor Converg.
 LL1426;SPC CO N     -   380,976.585   939,958.907   MT  0.99996498   +0 11 36.4
 LL1426;SPC CO N     - 1,249,920.68  3,083,848.51   sFT  0.99996498   +0 11 36.4
 LL1426;UTM  13      - 4,429,888.692   482,879.793   MT  0.99960361   -0 07 44.4
 LL1426
 LL1426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1426!SPC CO N     -   0.99975260  x   0.99996498  =   0.99971759
 LL1426!UTM  13      -   0.99975260  x   0.99960361  =   0.99935631
 LL1426
 LL1426                          SUPERSEDED SURVEY CONTROL
 LL1426
 LL1426  NAD 83(1986)-  40 01 08.49823(N)    105 12 02.23850(W) AD(       ) 2
 LL1426  NGVD 29 (01/20/89) 1593.     (m)         5226.     (f) VERT ANG       
 LL1426
 LL1426.Superseded values are not recommended for survey control.
 LL1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1426.See file dsdata.txt to determine how the superseded data were derived.
 LL1426
 LL1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE8288029889(NAD 83)
 LL1426_MARKER: DZ = AZIMUTH MARK DISK
 LL1426_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LL1426+WITH SETTING: PAVEMENT
 LL1426_MAGNETIC: N = NO MAGNETIC MATERIAL
 LL1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1426+STABILITY: SURFACE MOTION
 LL1426
 LL1426  HISTORY     - Date     Condition        Report By
 LL1426  HISTORY     - 1985     MONUMENTED       NGS
 LL1426
 LL1426                          STATION DESCRIPTION
 LL1426
 LL1426'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 LL1426'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) NORTH-NORTHEAST OF
 LL1426'NIWOT, 7.4 KM (4.6 MI) NORTHWEST OF LOUISVILLE AND 6.8 KM (4.2 MI)
 LL1426'EAST OF BOULDER.
 LL1426'OWNERSHIP--PUBLIC SERVICE COMPANY OF COLORADO, VALMONT POWER PLANT.
 LL1426'
 LL1426'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF CANYON BOULEVARD,
 LL1426'STATE HIGHWAY 7 AND 119, AND BROADWAY, STATE HIGHWAY 7 AND 93, IN
 LL1426'BOULDER, GO EAST ON CONYON BOULEVARD FOR 1.9 KM (1.2 MI) TO A
 LL1426'T-INTERSECTION, 28TH STREET.  TURN RIGHT, SOUTH, ON 28TH STREET,
 LL1426'STATE HIGHWAY 7, FOR 0.2 KM (0.1 MI) TO THE INTERSECTION OF ARAPAHOE
 LL1426'RD.  TURN LEFT, EAST, ON ARAPAHOE ROAD, STATE HIGHWAY 7, FOR 0.2 KM
 LL1426'(0.1 MI) TO THE INTERSECTION OF 30TH STREET.  CONTINUE AHEAD ON
 LL1426'ARAPAHOE ROAD, EAST, FOR 2.4 KM (1.5 MI) TO THE INTERSECTION OF 55TH
 LL1426'STREET.  CONTINUE AHEAD ON ARAPAHOE ROAD FOR 1.6 KM (1.0 MI) TO THE
 LL1426'INTERSECTION OF NORTH 63RD STREET.  TURN LEFT, NORTH, ON 63RD STREET
 LL1426'FOR 0.2 KM (0.15 MI) TO THE ENTRANCE TO THE PUBLIC SERVICE CO. POWER
 LL1426'PLANT ON THE RIGHT.  TURN RIGHT, EASTERLY, FOR 0.2 KM (0.15 MI) TO
 LL1426'THE GATE TO THE POWER PLANT.  PASS THROUGH THE GATE, BEAR LEFT AND GO
 LL1426'AROUND THE POWER PLANT ON THE NORTH SIDE FOR 0.6 KM (0.4 MI) TO THE
 LL1426'AZIMUTH MARK ON THE DOCK ON THE SOUTHERN SIDE OF THE PLANT.
 LL1426'
 LL1426'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK STAMPED---LEGION
 LL1426'1985---SET INTO THE TOP OF A CONCRETE PAD KNOWN AS THE DOCK AT THE
 LL1426'EASTERN CORNER OF THE PUBLIC SERVICE COMPANY POWER PLANT.  LOCATED
 LL1426'15.2 M (50 FT) SOUTHEAST FROM THE EASTERN CORNER OF THE POWER PLANT,
 LL1426'5.8 M (19 FT) NORTHEAST FROM THE WESTERN ONE PF TWO LIGHT POLES,
 LL1426'2.1 M (7 FT) NORTHWEST FROM THE SOUTHEASTERN GUARD RAIL, 1.8 M
 LL1426'(6 FT) WEST FROM THE EASTERN ONE OF TWO LIGHT POLES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4835 ***********************************************************************
 AB4835  DESIGNATION -  LEIBERT
 AB4835  PID         -  AB4835
 AB4835  STATE/COUNTY-  CO/LOGAN
 AB4835  USGS QUAD   -  TWIN BUTTES (1953)
 AB4835
 AB4835                         *CURRENT SURVEY CONTROL
 AB4835  ___________________________________________________________________
 AB4835* NAD 83(1992)-  40 55 23.22384(N)    102 48 19.32640(W)     ADJUSTED  
 AB4835* NAVD 88     -      1177.0    (meters)    3862.     (feet)  GPS OBS   
 AB4835  ___________________________________________________________________
 AB4835  X           -  -1,069,869.468 (meters)                     COMP
 AB4835  Y           -  -4,707,006.594 (meters)                     COMP
 AB4835  Z           -   4,156,733.680 (meters)                     COMP
 AB4835  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 AB4835  ELLIP HEIGHT-        1157.11  (meters)          (12/03/02) GPS OBS
 AB4835  GEOID HEIGHT-         -19.89  (meters)                     GEOID03
 AB4835
 AB4835  HORZ ORDER  -  FIRST
 AB4835  ELLP ORDER  -  FOURTH    CLASS II
 AB4835
 AB4835.The horizontal coordinates were established by GPS observations
 AB4835.and adjusted by the National Geodetic Survey in July 1996..
 AB4835
 AB4835.The orthometric height was determined by GPS observations and a
 AB4835.high-resolution geoid model.
 AB4835
 AB4835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4835
 AB4835.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4835
 AB4835.The ellipsoidal height was determined by GPS observations
 AB4835.and is referenced to NAD 83.
 AB4835
 AB4835.The geoid height was determined by GEOID03.
 AB4835
 AB4835;                    North         East     Units Scale Factor Converg.
 AB4835;SPC CO N     -   484,772.570 1,141,349.283   MT  1.00002567   +1 44 27.9
 AB4835;SPC CO N     - 1,590,458.01  3,744,576.77   sFT  1.00002567   +1 44 27.9
 AB4835;UTM  13      - 4,532,541.347   684,792.677   MT  1.00002031   +1 26 16.8
 AB4835
 AB4835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4835!SPC CO N     -   0.99981853  x   1.00002567  =   0.99984419
 AB4835!UTM  13      -   0.99981853  x   1.00002031  =   0.99983883
 AB4835
 AB4835                          SUPERSEDED SURVEY CONTROL
 AB4835
 AB4835  ELLIP H (10/08/96) 1157.15   (m)                       GP(       ) 1 1
 AB4835  ELLIP H (07/08/96) 1157.39   (m)                       GP(       ) 1 1
 AB4835
 AB4835.Superseded values are not recommended for survey control.
 AB4835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4835.See file dsdata.txt to determine how the superseded data were derived.
 AB4835
 AB4835_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF8479332541(NAD 83)
 AB4835_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4835_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AB4835_STAMPING: LEIBERT 1995
 AB4835_MARK LOGO: NGS   
 AB4835_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AB4835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB4835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4835+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4835
 AB4835  HISTORY     - Date     Condition        Report By
 AB4835  HISTORY     - 1995     MONUMENTED       MSAM
 AB4835
 AB4835                          STATION DESCRIPTION
 AB4835
 AB4835'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 AB4835'STATION IS LOCATED ABOUT 4.5 MILES (7.2 KM) NORTH CROOK, ABOUT 150 FT
 AB4835'(45.7 M) EAST OF THE INTERSECTION OF COUNTY ROAD 81 AND COUNTY ROAD
 AB4835'68, IN THE NW 1/4 OF SEC.  23, T.  11 N., R.  49 W.  TO REACH FROM THE
 AB4835'POST OFFICE IN CROOK GO SOUTHWEST ON SH 138 FOR 0.2 MILES (0.3 KM) TO
 AB4835'SH 55, GO NORTH ON SH 55 FOR 3.6 MILES, (5.8 KM) SH 55 TURNS WEST
 AB4835'HERE, CONTINUE NORTH ON COUNTY 81 FOR 1.0 MILES (1.6 KM) TO COUNTY
 AB4835'ROAD 68, GO WEST ON COUNTY ROAD 68 FOR ABOUT 150 FT (45.7 M) TO THE
 AB4835'STATION ON THE RIGHT (SOUTH) .  THE STATION IS A STANDARD DISK IN A
 AB4835'MASS OF CONCRETE, IT IS 300 FT (91.4 M) EAST OF THE CENTER OF COUNTY
 AB4835'ROAD 81, 25 FT (7.6 M) SOUTH OF THE CENTER OF COUNTY ROAD 68, 6 FT
 AB4835'(1.8 M) EAST OF A FIBERGLASS WITNESS POST (NOAA) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1613 ***********************************************************************
 KK1613  DESIGNATION -  LEMESANY
 KK1613  PID         -  KK1613
 KK1613  STATE/COUNTY-  CO/ELBERT
 KK1613  USGS QUAD   -  FONDIS (1970)
 KK1613
 KK1613                         *CURRENT SURVEY CONTROL
 KK1613  ___________________________________________________________________
 KK1613* NAD 83(1992)-  39 08 07.13433(N)    104 20 23.86277(W)     ADJUSTED  
 KK1613* NAVD 88     -      2035.1    (meters)    6677.     (feet)  VERTCON   
 KK1613  ___________________________________________________________________
 KK1613  LAPLACE CORR-          -6.23  (seconds)                    DEFLEC99
 KK1613  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 KK1613
 KK1613  HORZ ORDER  -  SECOND
 KK1613
 KK1613.The horizontal coordinates were established by classical geodetic methods
 KK1613.and adjusted by the National Geodetic Survey in January 1993..
 KK1613
 KK1613.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1613
 KK1613.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1613
 KK1613.The geoid height was determined by GEOID03.
 KK1613
 KK1613;                    North         East     Units Scale Factor Converg.
 KK1613;SPC CO C     -   449,970.407 1,014,690.939   MT  0.99993609   +0 43 53.8
 KK1613;SPC CO C     - 1,476,277.91  3,329,031.86   sFT  0.99993609   +0 43 53.8
 KK1613;UTM  13      - 4,332,000.206   557,045.096   MT  0.99964007   +0 24 59.7
 KK1613
 KK1613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1613!SPC CO C     -   0.99968367  x   0.99993609  =   0.99961978
 KK1613!UTM  13      -   0.99968367  x   0.99964007  =   0.99932386
 KK1613
 KK1613|---------------------------------------------------------------------|
 KK1613| PID    Reference Object                     Distance      Geod. Az  |
 KK1613|                                                           dddmmss.s |
 KK1613| CP7586 LEMESANY RM 1                        13.631 METERS 02947     |
 KK1613| KK1612 EAST                                APPROX.11.2 KM 0672421.2 |
 KK1613| CP7587 LEMESANY RM 2                        13.604 METERS 31240     |
 KK1613|---------------------------------------------------------------------|
 KK1613
 KK1613                          SUPERSEDED SURVEY CONTROL
 KK1613
 KK1613  NAD 83(1986)-  39 08 07.12593(N)    104 20 23.85925(W) AD(       ) 2
 KK1613  NAD 27      -  39 08 07.16684(N)    104 20 21.98450(W) AD(       ) 2
 KK1613  NGVD 29 (07/19/86) 2034.0    (m)         6673.     (f) VERT ANG       
 KK1613
 KK1613.Superseded values are not recommended for survey control.
 KK1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1613.See file dsdata.txt to determine how the superseded data were derived.
 KK1613
 KK1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED5704532000(NAD 83)
 KK1613_MARKER: Z = SEE DESCRIPTION
 KK1613_SETTING: 0 = UNSPECIFIED SETTING
 KK1613
 KK1613  HISTORY     - Date     Condition        Report By
 KK1613  HISTORY     - 1970     MONUMENTED       USGS
 KK1613
 KK1613                          STATION DESCRIPTION
 KK1613
 KK1613'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (FJG)
 KK1613'STATION IS LOCATED WEST 13 DEGREES SOUTH ABOUT 36 MILES AIRLINE
 KK1613'FROM LIMON, COLORADO.  NORTH 18 DEGREES WEST ABOUT 7.5 MILES
 KK1613'AIRLINE FROM CALHAN, COLORADO.  ABOUT 0.5 MILE NORTH OF THE EL
 KK1613'PASO-ELBERT COUNTY LINE.  ABOUT 0.5 MILE EAST OF GRADED ROAD
 KK1613'KNOWN LOCALLY AS THE FAIRPLAY ROAD, AND 5 FEET NORTH OF A WHITE
 KK1613'WITNESS SIGN, ON THE HIGHEST POINT OF A GRASSY KNOB ON LAND
 KK1613'OWNED BY MR. RICHARD LEMESANY, CALHAN, COLORADO.
 KK1613'
 KK1613'TO REACH THE STATION FROM THE POST OFFICE IN CALHAN, COLORADO,
 KK1613'PROCEED SOUTH FOR 0.1 MILE TO U.S. HIGHWAY 24.  THENCE WEST ON
 KK1613'U.S. HIGHWAY 24 FOR 2.0 MILES TO A GRADED ROAD NORTH.  TURN
 KK1613'RIGHT (NORTH) ONTO GRADED ROAD FOR 2.0 MILES.  THENCE LEFT
 KK1613'(WEST) FOR 1.0 MILE TO T-ROAD NORTH KNOWN LOCALLY AS THE FAIRPLAY
 KK1613'ROAD.  TURN RIGHT (NORTH) FOR 6.0 MILES TO A GATE ON THE RIGHT
 KK1613'(EAST).  PASS THROUGH GATE AND FOLLOW FAINT TRACK ROAD
 KK1613'SOUTHEASTERLY FOR 0.5 MILE TO THE TOP OF THE RIDGE.  THENCE LEFT
 KK1613'(NORTHEASTERLY) ALONG TOP OF THE RIDGE FOR 0.25 MILE
 KK1613'AND STATION MARK.
 KK1613'
 KK1613'ALL MARKS ARE USGS TABLETS SOLDERED TO COPPER COATED STEEL RODS
 KK1613'CENTERED IN TILE 6 INCHES IN DIAMETER AND 12 INCHES LONG FILLED
 KK1613'WITH GRAVEL SET FLUSH WITH GROUND SURFACE.
 KK1613'
 KK1613'STATION MARK IS A ROD DRIVEN 11 FEET TO REFUSAL.  TABLET
 KK1613'STAMPED LEMESANY ET 1970.
 KK1613'
 KK1613'REFERENCE MARK NO. 1 IS A ROD DRIVEN 15 FEET TO REFUSAL.  TABLET
 KK1613'STAMPED LEMESANY ET 1970.
 KK1613'
 KK1613'REFERENCE MARK NO. 2 IS A ROD DRIVEN 11 FEET TO REFUSAL.  TABLET
 KK1613'STAMPED LEMESANY ET 1970.
 KK1613'
 KK1613'STATION EAST ET 1970 IS VISIBLE FROM THE GROUND AT THIS STATION AND
 KK1613'WILL SERVE AS THE AZIMUTH MARK.
 KK1613'
 KK1613'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0868 ***********************************************************************
 JL0868  DESIGNATION -  LEN
 JL0868  PID         -  JL0868
 JL0868  STATE/COUNTY-  CO/MONTROSE
 JL0868  USGS QUAD   -  OLATHE (1982)
 JL0868
 JL0868                         *CURRENT SURVEY CONTROL
 JL0868  ___________________________________________________________________
 JL0868* NAD 83(1992)-  38 35 23.34768(N)    107 58 34.70640(W)     ADJUSTED  
 JL0868* NAVD 88     -      1675.4    (meters)    5497.     (feet)  VERTCON   
 JL0868  ___________________________________________________________________
 JL0868  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 JL0868  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 JL0868
 JL0868  HORZ ORDER  -  THIRD
 JL0868
 JL0868.The horizontal coordinates were established by classical geodetic methods
 JL0868.and adjusted by the National Geodetic Survey in January 1993..
 JL0868
 JL0868.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0868
 JL0868.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0868
 JL0868.The geoid height was determined by GEOID03.
 JL0868
 JL0868;                    North         East     Units Scale Factor Converg.
 JL0868;SPC CO S     -   521,109.583   698,673.509   MT  1.00003231   -1 31 08.1
 JL0868;SPC CO S     - 1,709,673.69  2,292,231.34   sFT  1.00003231   -1 31 08.1
 JL0868;SPC CO C     -   391,716.299   698,687.221   MT  0.99997545   -1 33 42.4
 JL0868;SPC CO C     - 1,285,155.89  2,292,276.32   sFT  0.99997545   -1 33 42.4
 JL0868;UTM  13      - 4,275,461.736   240,768.815   MT  1.00042764   -1 51 26.9
 JL0868;UTM  12      - 4,275,596.678   763,359.216   MT  1.00045421   +1 53 13.5
 JL0868
 JL0868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0868!SPC CO S     -   0.99973983  x   1.00003231  =   0.99977213
 JL0868!SPC CO C     -   0.99973983  x   0.99997545  =   0.99971529
 JL0868!UTM  13      -   0.99973983  x   1.00042764  =   1.00016736
 JL0868!UTM  12      -   0.99973983  x   1.00045421  =   1.00019392
 JL0868
 JL0868:                Primary Azimuth Mark                     Grid Az
 JL0868:SPC CO S     -  FENCE                                    328 05 00.1
 JL0868:SPC CO C     -  FENCE                                    328 07 34.4
 JL0868:UTM  13      -  FENCE                                    328 25 18.9
 JL0868:UTM  12      -  FENCE                                    324 40 38.5
 JL0868
 JL0868|---------------------------------------------------------------------|
 JL0868| PID    Reference Object                     Distance      Geod. Az  |
 JL0868|                                                           dddmmss.s |
 JL0868| JM0381 FENCE                               APPROX. 4.2 KM 3263352.0 |
 JL0868|---------------------------------------------------------------------|
 JL0868
 JL0868                          SUPERSEDED SURVEY CONTROL
 JL0868
 JL0868  NAD 83(1986)-  38 35 23.33904(N)    107 58 34.69819(W) AD(       ) 3
 JL0868  NAD 27      -  38 35 23.38758(N)    107 58 32.45746(W) AD(       ) 3
 JL0868  NGVD 29 (07/19/86) 1674.2    (m)         5493.     (f) VERT ANG       
 JL0868
 JL0868.Superseded values are not recommended for survey control.
 JL0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0868.See file dsdata.txt to determine how the superseded data were derived.
 JL0868
 JL0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC4076975462(NAD 83)
 JL0868_MARKER: DD = SURVEY DISK
 JL0868_SETTING: 66 = SET IN ROCK OUTCROP
 JL0868_SP_SET: SET IN ROCK OUTCROP
 JL0868_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0868+STABILITY: POSITION/ELEVATION WELL
 JL0868
 JL0868  HISTORY     - Date     Condition        Report By
 JL0868  HISTORY     - 1951     MONUMENTED       USGS
 JL0868
 JL0868                          STATION DESCRIPTION
 JL0868
 JL0868'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JL0868'STATION IS LOCATED ABOUT 1 MI. S. OF OLATHE, COLORADO, ON A LOW MESA
 JL0868'OVERLOOKING THE TOWN.
 JL0868'
 JL0868'TO REACH FROM THE OLATHE HIGH SCHOOL, DRIVE S. 0.9 MI. ON U.S. HIGHWAY
 JL0868'50 TO CROSSROADS.  TURN RIGHT 0.3 MI. TO JUNCTION OF TWO SW. PARALLEL
 JL0868'RDS., CROSSING FENCE LINE ON RIGHT HAND RD. CONTINUE 100 FT.  THENCE
 JL0868'RIGHT 0.1 MI. TO TOP OF MESA AND GRAVEL PIT.  PROCEED CROSS COUNTRY
 JL0868'0.2 MI. W. TO STATION SITE.  STATION LIES ABOUT 100 FT. N. OF
 JL0868'CULTIVATED FIELD.
 JL0868'
 JL0868'STATION MARK--STANDARD TABLET, STAMPED ---LEN 1951 5491---, CEMENTED
 JL0868'IN LARGE ROCK SUNK FLUSH WITH GROUND.
 JL0868'
 JL0868'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO.
 JL0868'1---, CEMENTED IN LARGE ROCK SUNK FLUSH WITH GROUND, 60.71 FT. FROM
 JL0868'STATION MARK, S 24 DEG E.
 JL0868'
 JL0868'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO.
 JL0868'2---, CEMENTED IN LARGE ROCK SUNK FLUSH WITH GROUND, 58.74 FT. FROM
 JL0868'STATION MARK, S 39 DEG 08 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE7957 ***********************************************************************
 AE7957  DESIGNATION -  LENICH
 AE7957  PID         -  AE7957
 AE7957  STATE/COUNTY-  CO/RIO GRANDE
 AE7957  USGS QUAD   -  SOUTH FORK WEST (1967)
 AE7957
 AE7957                         *CURRENT SURVEY CONTROL
 AE7957  ___________________________________________________________________
 AE7957* NAD 83(1992)-  37 38 06.17450(N)    106 40 24.73443(W)     ADJUSTED  
 AE7957* NAVD 88     -      2559.45   (meters)    8397.1    (feet)  RESET     
 AE7957  ___________________________________________________________________
 AE7957  X           -  -1,451,599.200 (meters)                     COMP
 AE7957  Y           -  -4,846,563.645 (meters)                     COMP
 AE7957  Z           -   3,874,997.996 (meters)                     COMP
 AE7957  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 AE7957  ELLIP HEIGHT-        2543.68  (meters)          (12/03/02) GPS OBS
 AE7957  GEOID HEIGHT-         -15.75  (meters)                     GEOID03
 AE7957
 AE7957  HORZ ORDER  -  FIRST
 AE7957  VERT ORDER  -  THIRD
 AE7957  ELLP ORDER  -  FOURTH    CLASS II
 AE7957
 AE7957.The horizontal coordinates were established by GPS observations
 AE7957.and adjusted by the National Geodetic Survey in June 1998..
 AE7957
 AE7957.The orthometric height was computed from unverified reset data.
 AE7957
 AE7957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7957
 AE7957.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE7957
 AE7957.The ellipsoidal height was determined by GPS observations
 AE7957.and is referenced to NAD 83.
 AE7957
 AE7957.The geoid height was determined by GEOID03.
 AE7957
 AE7957;                    North         East     Units Scale Factor Converg.
 AE7957;SPC CO S     -   412,925.700   810,826.204   MT  0.99995141   -0 43 11.4
 AE7957;SPC CO S     - 1,354,740.40  2,660,185.64   sFT  0.99995141   -0 43 11.4
 AE7957;UTM  13      - 4,166,641.196   352,337.339   MT  0.99986857   -1 01 19.5
 AE7957
 AE7957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7957!SPC CO S     -   0.99960100  x   0.99995141  =   0.99955243
 AE7957!UTM  13      -   0.99960100  x   0.99986857  =   0.99946963
 AE7957
 AE7957                          SUPERSEDED SURVEY CONTROL
 AE7957
 AE7957  ELLIP H (06/12/98) 2543.66   (m)                       GP(       ) 3 2
 AE7957  NAVD 88 (06/12/98) 2559.45   (m)         8397.1    (f) LEVELING    3  
 AE7957
 AE7957.Superseded values are not recommended for survey control.
 AE7957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7957.See file dsdata.txt to determine how the superseded data were derived.
 AE7957
 AE7957_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB5233766641(NAD 83)
 AE7957_MARKER: DH = HORIZONTAL CONTROL DISK
 AE7957_SETTING: 80 = SET IN A BOULDER
 AE7957_STAMPING: LENICH 1995
 AE7957_MARK LOGO: NGS   
 AE7957_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7957+STABILITY: SURFACE MOTION
 AE7957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7957+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 AE7957
 AE7957  HISTORY     - Date     Condition        Report By
 AE7957  HISTORY     - 1995     MONUMENTED       NGS
 AE7957  HISTORY     - 19970612 GOOD             CODOT
 AE7957  HISTORY     - 20030911 GOOD             INDIV
 AE7957  HISTORY     - 20051115 GOOD             INDIV
 AE7957
 AE7957                          STATION DESCRIPTION
 AE7957
 AE7957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 AE7957'THE STATION IS LOCATED ABOUT 13 MI (20.9 KM) NORTHEAST OF WOLF CREEK
 AE7957'PASS, 2.5 MI (4.0 KM) SOUTHWEST OF SOUTH FORK AND 0.15 MI (0.24 KM)
 AE7957'NORTH-NORTHWEST OF SOUTH FORK CAMPGROUNDS, IN THE SOUTHEAST 1/4 OF
 AE7957'SECTION 9, T 39 N, R 3 E, AT U.  S.  HIGHWAY MILEPOST 183.05.
 AE7957'OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION RIGHT-OF-WAY TO REACH THE
 AE7957'STATION FROM THE EASTERN CORNER OF THE TRIANGLE FORMED BY THE
 AE7957'INTERSECTION OF STATE HIGHWAY 149 AND U.  S.  HIGHWAY 160 IN SOUTH
 AE7957'FORK, GO SOUTHWEST ON U.  S.  HIGHWAY 160 FOR 2.6 MI (4.2 KM) TO THE
 AE7957'STATION ON THE RIGHT THE STATION IS A STANDARD DISK SET IN THE TOP OF
 AE7957'A 0.6 M (2.0 FT) BY 1.1 M (3.6 FT) PARTLY EXPOSED BOULDER PROJECTING
 AE7957'0.4 M (1.3 FT) ABOVE THE GROUND.  IT IS 52.7 M (172.9 FT) NORTH OF A
 AE7957'3.5-FOOT CULVERT WITH A CONCRETE HEADWALL, 41.7 M (136.8 FT) NORTHWEST
 AE7957'OF THE CENTER LINE OF U.  S.  HIGHWAY 160, 3.9 M (12.8 FT) SOUTHEAST
 AE7957'OF THE RIGHT-OF-WAY FENCE, 1.45 M (4.76 FT) NORTH-NORTHEAST OF A
 AE7957'WITNESS POST AND 1.1 M (3.6 FT) SOUTHWEST OF A WITNESS POST.
 AE7957
 AE7957                          STATION RECOVERY (1997)
 AE7957
 AE7957'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 AE7957'THE STATION IS LOCATED ABOUT 13 MI (20.9 KM) NORTHEAST OF WOLF CREEK
 AE7957'PASS, 2.5 MI (4.0 KM) SOUTHWEST OF SOUTH FORK AND 0.15 MI (0.24 KM)
 AE7957'NORTH-NORTHWEST OF SOUTH FORK CAMPGROUNDS, IN THE SOUTHEAST 1/4 OF
 AE7957'SECTION 9, T 39 N, R 3 E, AT U.  S.  HIGHWAY MILEPOST 183.05.
 AE7957'OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION RIGHT-OF-WAY  TO REACH
 AE7957'THE STATION FROM THE EASTERN CORNER OF THE TRIANGLE FORMED BY THE
 AE7957'INTERSECTION OF STATE HIGHWAY 149 AND U.  S.  HIGHWAY 160 IN SOUTH
 AE7957'FORK, GO SOUTHWEST ON U.  S.  HIGHWAY 160 FOR 2.6 MI (4.2 KM) TO THE
 AE7957'STATION ON THE RIGHT  THE STATION IS A STANDARD DISK SET IN THE TOP OF
 AE7957'A 0.6 M (2.0 FT) BY 1.1 M (3.6 FT) PARTLY EXPOSED BOULDER PROJECTING
 AE7957'0.4 M (1.3 FT) ABOVE THE GROUND.  IT IS 52.7 M (172.9 FT) NORTH OF A
 AE7957'3.5-FOOT CULVERT WITH A CONCRETE HEADWALL, 41.7 M (136.8 FT) NORTHWEST
 AE7957'OF THE CENTER LINE OF U.  S.  HIGHWAY 160, 3.9 M (12.8 FT) SOUTHEAST
 AE7957'OF THE RIGHT-OF-WAY FENCE, 1.45 M (4.76 FT) NORTH-NORTHEAST OF A
 AE7957'WITNESS POST AND 1.1 M (3.6 FT) SOUTHWEST OF A WITNESS POST.
 AE7957
 AE7957                          STATION RECOVERY (2003)
 AE7957
 AE7957'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (CHD)
 AE7957'RECOVERED IN GOOD CONDITION.
 AE7957
 AE7957                          STATION RECOVERY (2005)
 AE7957
 AE7957'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (SCH)
 AE7957'MARK IS MARGINAL FOR STATIC GPS BECAUSE OF CANYON WALLS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0712 ***********************************************************************
 KL0712  DESIGNATION -  LEON
 KL0712  PID         -  KL0712
 KL0712  STATE/COUNTY-  CO/MESA
 KL0712  USGS QUAD   -  LEON PEAK (1983)
 KL0712
 KL0712                         *CURRENT SURVEY CONTROL
 KL0712  ___________________________________________________________________
 KL0712* NAD 83(1992)-  39 04 46.05147(N)    107 50 38.20347(W)     ADJUSTED  
 KL0712* NAVD 88     -      3425.9    (meters)   11240.     (feet)  VERTCON   
 KL0712  ___________________________________________________________________
 KL0712  LAPLACE CORR-           3.32  (seconds)                    DEFLEC99
 KL0712  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 KL0712
 KL0712  HORZ ORDER  -  FIRST
 KL0712
 KL0712.The horizontal coordinates were established by classical geodetic methods
 KL0712.and adjusted by the National Geodetic Survey in January 1993..
 KL0712
 KL0712.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0712
 KL0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0712
 KL0712.The geoid height was determined by GEOID03.
 KL0712
 KL0712;                    North         East     Units Scale Factor Converg.
 KL0712;SPC CO C     -   445,745.648   711,617.051   MT  0.99993598   -1 28 41.9
 KL0712;SPC CO C     - 1,462,417.18  2,334,696.94   sFT  0.99993598   -1 28 41.9
 KL0712;UTM  13      - 4,329,444.877   253,992.511   MT  1.00034526   -1 47 37.4
 KL0712
 KL0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0712!SPC CO C     -   0.99946517  x   0.99993598  =   0.99940118
 KL0712!UTM  13      -   0.99946517  x   1.00034526  =   0.99981024
 KL0712
 KL0712|---------------------------------------------------------------------|
 KL0712| PID    Reference Object                     Distance      Geod. Az  |
 KL0712|                                                           dddmmss.s |
 KL0712| CM7556 LEON RM 1                             7.821 METERS 10116     |
 KL0712| CM7557 LEON RM 2                             7.175 METERS 18936     |
 KL0712| KL0710 LEON RM                              13.825 METERS 25341     |
 KL0712| CM7555 LEON AZ MK                                         3202649.5 |
 KL0712|---------------------------------------------------------------------|
 KL0712
 KL0712                          SUPERSEDED SURVEY CONTROL
 KL0712
 KL0712  NAD 83(1986)-  39 04 46.05057(N)    107 50 38.19717(W) AD(       ) 1
 KL0712  NAD 27      -  39 04 46.12500(N)    107 50 35.96900(W) AD(       ) 1
 KL0712  NGVD 29 (07/19/86) 3424.2    (m)        11234.     (f) VERT ANG       
 KL0712
 KL0712.Superseded values are not recommended for survey control.
 KL0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0712.See file dsdata.txt to determine how the superseded data were derived.
 KL0712
 KL0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD5399329445(NAD 83)
 KL0712_MARKER: DS = TRIANGULATION STATION DISK
 KL0712_SETTING: 80 = SET IN A BOULDER
 KL0712_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KL0712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0712
 KL0712  HISTORY     - Date     Condition        Report By
 KL0712  HISTORY     - 1937     MONUMENTED       CGS
 KL0712  HISTORY     - 1953     GOOD             CGS
 KL0712  HISTORY     - 1959     GOOD             USGS
 KL0712
 KL0712                          STATION DESCRIPTION
 KL0712
 KL0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KL0712'STATION IS LOCATED ABOUT 27 MILES NNE OF DELTA, AND 12 MILES
 KL0712'SE OF COLLBRAN, COLORADO, ON THE SUMMIT OF LEON PEAK.  STATION
 KL0712'IS IN SECTION 24, T 11 S, R 94 W, STATION IS 38.0 FEET E OF
 KL0712'LOOKOUT HOUSE.  THE TOP OF THE PEAK IS A BOULDER PILE DROPPING
 KL0712'OFF SHARPLY IN ALL DIRECTIONS INTO SLIDE ROCK.  THE TOP IS
 KL0712'ABOUT 200 FEET E AND W, AND ABOUT 100 FEET N AND S.
 KL0712'
 KL0712'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 KL0712'IN BOULDER.
 KL0712'
 KL0712'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN TOP OF
 KL0712'BOULDER, 25 FEET E OF STATION, AND 2 FEET LOWER THAN STATION.
 KL0712'
 KL0712'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN TOP OF
 KL0712'A BOULDER, 23 FEET SSW OF STATION, AT SAME ELEVATION AS STATION.
 KL0712'
 KL0712'U.S.G.S. BENCH MARK IS SET IN TOP OF A BOULDER IN CENTER OF
 KL0712'LOOKOUT HOUSE FLOOR AND AT A SLIGHTLY HIGHER ELEVATION THAN
 KL0712'STATION.  IT IS 0.33 METER HIGHER IN ELEVATION THAN STATION.
 KL0712'
 KL0712'AZIMUTH MARK IS AT END OF TRUCK TRAVEL, ABOUT 100 YARDS E OF
 KL0712'POINT WHERE LOG CABIN FIRST BECOMES VISIBLE, ON LEFT N SIDE
 KL0712'OF ROAD IN TOP OF A 2- BY 3-FOOT BOULDER PROJECTING 18 INCHES.
 KL0712'IT IS 11 FEET FROM CENTER LINE OF ROAD, AND ON SLOPE TO N,
 KL0712'AND ABOUT 2 MILES, AIR LINE, NW FROM STATION.  IT IS A STANDARD
 KL0712'BRONZE DISK WEDGED IN DRILL HOLE IN A BOULDER STAMPED LEON -
 KL0712'1937.
 KL0712'
 KL0712'TO REACH STATION FROM DELTA, GO E ON STATE HIGHWAY 65 FROM
 KL0712'HIGHWAY JUNCTION AND MAIN STREET FOR 4 MILES, THENCE N ON
 KL0712'STATE HIGHWAY 65 THROUGH CEDAREDGE 26.5 MILES TO FORK AT C.C.C.
 KL0712'SIGN AND SAUTELLS BOATHOUSE ON TOP OF MESA.  TAKE RIGHT FORK
 KL0712'FOR 4.9 MILES TO FORK, RIGHT, GOING TO C.C.C. CAMP.  KEEP
 KL0712'LEFT MAIN FORK N FOR 2.5 MILES TO AN UNUSED GRADE TO THE
 KL0712'RIGHT ABOUT 250 YARDS BEYOND S END OF A LAKE ON LEFT, WHICH
 KL0712'IS FIRST BEYOND COUNTY LINE.  TAKE THIS DIM FORK RIGHT, ABOUT
 KL0712'1 MILE FROM MAIN ROAD IT CROSSES A BOGGY MEADOW.  FOLLOW
 KL0712'ROAD E AND NE, 2.35 MILES TO A POINT ABOUT 1/4 MILE BEFORE
 KL0712'REACHING A LOG CABIN AND FIRST POINT WHERE CABIN IS
 KL0712'VISIBLE.  THERE IS A WET MEADOW ON THE RIGHT SIDE OF THE
 KL0712'ROAD.  AZIMUTH IS IN A PROJECTING BOULDER ON THE LEFT SIDE
 KL0712'OF THE ROAD AT THIS POINT.  LEAVE TRUCK AND CROSS MEADOW
 KL0712'HEADING FOR VALLEY TO LEFT OF PEAK AND FOLLOW TRAIL
 KL0712'FOLLOWING UP VALLEY.  WHERE TRAIL ENTERS TIMBER THERE IS A
 KL0712'FOREST SERVICE SIGN READING LEON PK.  LOOKOUT 2 MILES.
 KL0712'FOLLOW THIS TRAIL FOR 1-1/2 MILES TO A BOGGY MEADOW AT FOOT
 KL0712'OF ROCK SLIDE, AND FOLLOW GRADED TRAIL UP THROUGH ROCKS
 KL0712'AND STEEP SIDE HILL TO A SMALL FLAT AT BASE OF PEAK
 KL0712'PROPER.  CLIMB UP ROCK SLIDE TO STATION.
 KL0712
 KL0712                          STATION RECOVERY (1953)
 KL0712
 KL0712'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KL0712'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2.
 KL0712'THE AZIMUTH MARK AND THE BENCH MARK (USGS) WERE RECOVERED AND
 KL0712'FOUND IN GOOD CONDITION.  A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 KL0712'
 KL0712'THE STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF COLLBRAN ON
 KL0712'THE SUMMIT OF A CONICLE SHAPED ROCKY PEAK KNOWN AS LEON PEAK.
 KL0712'THE STATION MARK IS 39 FEET EAST NORTHEAST OF THE ABANDONED
 KL0712'LOOKOUT STATION SET IN A BOULDER THAT IS ABOUT 6 FEET LONG AND
 KL0712'ABOUT 4 FEET WIDE AND IT IS STAMPED LEON 1937.
 KL0712'
 KL0712'REFERENCE MARK NO. 1 IS 63 FEET EAST NORTHEAST OF THE ABANDONED
 KL0712'LOOKOUT STATION SET IN A BOULDER THAT IS ABOUT 3 FEET LONG AND
 KL0712'ABOUT 2 FEET WIDE, IT IS ABOUT 2 FEET LOWER THAN THE STATION
 KL0712'AND IT IS STAMPED LEON NO 1 1937.
 KL0712'
 KL0712'REFERENCE MARK NO. 2 IS 33 FEET EAST OF THE SOUTHEAST CORNER
 KL0712'OF THE LOOKOUT STATION SET IN A BOULDER THAT IS ABOUT 3 FEET
 KL0712'SQUARE, IT IS THE SAME ELEVATION AS THE STATION AND IT IS STAMPED
 KL0712'LEON NO 2 1937.
 KL0712'
 KL0712'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 34.38 FEET.
 KL0712'
 KL0712'THE AZIMUTH MARK IS 15 FEET WEST NORTHWEST OF THE CENTER OF
 KL0712'A TRACK ROAD SET IN A BOULDER THAT PROJECTS ABOUT 18 INCHES AND
 KL0712'IT IS STAMPED LEON 1937.
 KL0712'
 KL0712'THE BENCH MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 KL0712'DISK SET IN A BOULDER THAT IS ABOUT THREE FEET LONG AND 2
 KL0712'FEET WIDE WHICH IS IN THE CENTER OF THE ABANDONED LOOKOUT
 KL0712'STATION AND IT IS NOT STAMPED.
 KL0712'
 KL0712'TO REACH THE STATION FROM THE POST OFFICE IN COLLBRAN GO SOUTH
 KL0712'AND WEST ON STATE HIGHWAY 330 FOR 0.15 MILE TO THE TAYLOR
 KL0712'GARAGE ON THE LEFT AND A SIDE ROAD LEFT, TURN LEFT AND FOLLOW
 KL0712'THE SIGNS TO THE BIBLE AND MISSIONARY CAMP, WHICH IS A DISTANCE
 KL0712'OF 7.0 MILES, CONTINUE ON THE MAIN TRAVELED ROAD FOR 6.0
 KL0712'MILES TO THE ENTRANCE TO THE BIG CREEK RESERVOIR NO. 1 ON THE
 KL0712'RIGHT, TAKE LEFT FORK AND CONTINUE ALONG THE LEFT SIDE OF THE
 KL0712'RESERVOIR FOR 0.7 MILE TO A DIM ROAD LEFT NEAR THE EAST
 KL0712'SOUTHEAST END OF THE LAKE, TURN LEFT AND FOLLOW THE TRACK ROAD
 KL0712'FOR 0.15 MILE TO A FORK, TAKE THE RIGHT FORK AND FOLLOW THE
 KL0712'TRACK ROAD FOR 2.2 MILES TO THE AZIMUTH MARK ON THE LEFT AS
 KL0712'DESCRIBED.  AT THIS POINT LEAVE THE TRACK ROAD AND GO EAST
 KL0712'SOUTHEAST ACROSS A MEADOW FOR 0.3 MILE AND THE END OF
 KL0712'TRUCK TRAVEL.  FROM HERE PACK SOUTHEAST OVER A WELL
 KL0712'BLAZED WELL TRAVELED TRAIL TO THE TOP OF A CONICLE
 KL0712'SHAPED ROCKY HILL AND THE STATION AND REFERENCE MARKS AS
 KL0712'DESCRIBED.
 KL0712'
 KL0712'THIS IS ABOUT A 2-HOUR PACK.
 KL0712
 KL0712                          STATION RECOVERY (1959)
 KL0712
 KL0712'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 KL0712'NO TEXT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0710 ***********************************************************************
 KL0710  DESIGNATION -  LEON RM
 KL0710  PID         -  KL0710
 KL0710  STATE/COUNTY-  CO/MESA
 KL0710  USGS QUAD   -  LEON PEAK (1983)
 KL0710
 KL0710                         *CURRENT SURVEY CONTROL
 KL0710  ___________________________________________________________________
 KL0710* NAD 83(1992)-  39 04 45.92556(N)    107 50 38.75550(W)     ADJUSTED  
 KL0710* NAVD 88     -      3426.4    (meters)   11241.     (feet)  VERTCON   
 KL0710  ___________________________________________________________________
 KL0710  LAPLACE CORR-           3.33  (seconds)                    DEFLEC99
 KL0710  GEOID HEIGHT-         -15.18  (meters)                     GEOID03
 KL0710
 KL0710  HORZ ORDER  -  SECOND
 KL0710
 KL0710.The horizontal coordinates were established by classical geodetic methods
 KL0710.and adjusted by the National Geodetic Survey in January 1993..
 KL0710
 KL0710.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0710
 KL0710.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0710
 KL0710.The geoid height was determined by GEOID03.
 KL0710
 KL0710;                    North         East     Units Scale Factor Converg.
 KL0710;SPC CO C     -   445,742.109   711,603.688   MT  0.99993598   -1 28 42.2
 KL0710;SPC CO C     - 1,462,405.57  2,334,653.10   sFT  0.99993598   -1 28 42.2
 KL0710;UTM  13      - 4,329,441.410   253,979.122   MT  1.00034534   -1 47 37.7
 KL0710
 KL0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0710!SPC CO C     -   0.99946509  x   0.99993598  =   0.99940110
 KL0710!UTM  13      -   0.99946509  x   1.00034534  =   0.99981024
 KL0710
 KL0710                          SUPERSEDED SURVEY CONTROL
 KL0710
 KL0710  NAD 83(1986)-  39 04 45.92465(N)    107 50 38.74920(W) AD(       ) 2
 KL0710  NAD 27      -  39 04 45.99900(N)    107 50 36.52100(W) AD(       ) 2
 KL0710  NGVD 29 (03/25/92) 3424.7    (m)        11236.     (f) VERT ANG       
 KL0710
 KL0710.Superseded values are not recommended for survey control.
 KL0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0710.See file dsdata.txt to determine how the superseded data were derived.
 KL0710
 KL0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD5397929441(NAD 83)
 KL0710_MARKER: DB = BENCH MARK DISK
 KL0710_SETTING: 80 = SET IN A BOULDER
 KL0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0710+STABILITY: SURFACE MOTION
 KL0710
 KL0710  HISTORY     - Date     Condition        Report By
 KL0710  HISTORY     - 1937     MONUMENTED       USGS
 KL0710
 KL0710                          STATION DESCRIPTION
 KL0710
 KL0710'DESCRIBED BY US GEOLOGICAL SURVEY 1937
 KL0710'STATION LEON IS LOCATED ABOUT 27 MILES NNE OF DELTA, AND 12 MILES
 KL0710'SE OF COLLBRAN, COLORADO, ON THE SUMMIT OF LEON PEAK.  STATION
 KL0710'IS IN SECTION 24, T 11 S, R 94 W, STATION IS 38.0 FEET E OF
 KL0710'LOOKOUT HOUSE.  THE TOP OF THE PEAK IS A BOULDER PILE DROPPING
 KL0710'OFF SHARPLY IN ALL DIRECTIONS INTO SLIDE ROCK.  THE TOP IS
 KL0710'ABOUT 200 FEET E AND W, AND ABOUT 100 FEET N AND S.
 KL0710'
 KL0710'U.S.G.S. BENCH MARK IS SET IN TOP OF A BOULDER IN CENTER OF
 KL0710'LOOKOUT HOUSE FLOOR AND AT A SLIGHTLY HIGHER ELEVATION THAN
 KL0710'STATION.  IT IS 0.33 METER HIGHER IN ELEVATION THAN STATION.
 KL0710'
 KL0710'TO REACH STATION FROM DELTA, GO E ON STATE HIGHWAY 65 FROM
 KL0710'HIGHWAY JUNCTION AND MAIN STREET FOR 4 MILES, THENCE N ON
 KL0710'STATE HIGHWAY 65 THROUGH CEDAREDGE 26.5 MILES TO FORK AT C.C.C.
 KL0710'SIGN AND SAUTELLS BOATHOUSE ON TOP OF MESA.  TAKE RIGHT FORK
 KL0710'FOR 4.9 MILES TO FORK, RIGHT, GOING TO C.C.C. CAMP.  KEEP
 KL0710'LEFT MAIN FORK N FOR 2.5 MILES TO AN UNUSED GRADE TO THE
 KL0710'RIGHT ABOUT 250 YARDS BEYOND S END OF A LAKE ON LEFT, WHICH
 KL0710'IS FIRST BEYOND COUNTY LINE.  TAKE THIS DIM FORK RIGHT, ABOUT
 KL0710'1 MILE FROM MAIN ROAD IT CROSSES A BOGGY MEADOW.  FOLLOW
 KL0710'ROAD E AND NE, 2.35 MILES TO A POINT ABOUT 1/4 MILE BEFORE
 KL0710'REACHING A LOG CABIN AND FIRST POINT WHERE CABIN IS
 KL0710'VISIBLE.  THERE IS A WET MEADOW ON THE RIGHT SIDE OF THE
 KL0710'ROAD.  AZIMUTH IS IN A PROJECTING BOULDER ON THE LEFT SIDE
 KL0710'OF THE ROAD AT THIS POINT.  LEAVE TRUCK AND CROSS MEADOW
 KL0710'HEADING FOR VALLEY TO LEFT OF PEAK AND FOLLOW TRAIL
 KL0710'FOLLOWING UP VALLEY.  WHERE TRAIL ENTERS TIMBER THERE IS A
 KL0710'FOREST SERVICE SIGN READING LEON PK.  LOOKOUT 2 MILES.
 KL0710'FOLLOW THIS TRAIL FOR 1-1/2 MILES TO A BOGGY MEADOW AT FOOT
 KL0710'OF ROCK SLIDE, AND FOLLOW GRADED TRAIL UP THROUGH ROCKS
 KL0710'AND STEEP SIDE HILL TO A SMALL FLAT AT BASE OF PEAK
 KL0710'PROPER.  CLIMB UP ROCK SLIDE TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1242 ***********************************************************************
 LL1242  DESIGNATION -  LEONARD
 LL1242  PID         -  LL1242
 LL1242  STATE/COUNTY-  CO/WELD
 LL1242  USGS QUAD   -  BRACEWELL (1980)
 LL1242
 LL1242                         *CURRENT SURVEY CONTROL
 LL1242  ___________________________________________________________________
 LL1242* NAD 83(1992)-  40 24 24.25750(N)    104 52 11.63274(W)     ADJUSTED  
 LL1242* NAVD 88     -      1530.     (meters)    5020.     (feet)  SCALED    
 LL1242  ___________________________________________________________________
 LL1242  LAPLACE CORR-          -9.27  (seconds)                    DEFLEC99
 LL1242  GEOID HEIGHT-         -17.58  (meters)                     GEOID03
 LL1242
 LL1242  HORZ ORDER  -  FIRST
 LL1242
 LL1242.The horizontal coordinates were established by classical geodetic methods
 LL1242.and adjusted by the National Geodetic Survey in January 1993..
 LL1242
 LL1242.The orthometric height was scaled from a topographic map.
 LL1242
 LL1242.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1242
 LL1242.The geoid height was determined by GEOID03.
 LL1242
 LL1242;                    North         East     Units Scale Factor Converg.
 LL1242;SPC CO N     -   424,172.271   967,885.502   MT  0.99996054   +0 24 25.7
 LL1242;SPC CO N     - 1,391,638.53  3,175,471.02   sFT  0.99996054   +0 24 25.7
 LL1242;UTM  13      - 4,472,910.894   511,039.299   MT  0.99960150   +0 05 03.6
 LL1242
 LL1242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1242!SPC CO N     -   0.99976281  x   0.99996054  =   0.99972336
 LL1242!UTM  13      -   0.99976281  x   0.99960150  =   0.99936441
 LL1242
 LL1242:                Primary Azimuth Mark                     Grid Az
 LL1242:SPC CO N     -  PUEBLO CHEYENNE AIRWAY BCN 19            004 40 57.0
 LL1242:UTM  13      -  PUEBLO CHEYENNE AIRWAY BCN 19            005 00 19.1
 LL1242
 LL1242|---------------------------------------------------------------------|
 LL1242| PID    Reference Object                     Distance      Geod. Az  |
 LL1242|                                                           dddmmss.s |
 LL1242| LL1272 PUEBLO CHEYENNE AIRWAY BCN 19       APPROX.65.0 KM 0050522.7 |
 LL1242| LL1260 PUEBLO CHEYENNE AIRWAY BCN 16       APPROX.22.7 KM 0311521.9 |
 LL1242| CP7596 LEONARD RM 1                         36.103 METERS 17633     |
 LL1242| LL1486 LEONARD RM 2                         26.055 METERS 27547     |
 LL1242| CP7597 LEONARD RM 3                          9.270 METERS 27548     |
 LL1242| LL1487 LEONARD AZ MK                                      3582916.4 |
 LL1242|---------------------------------------------------------------------|
 LL1242
 LL1242                          SUPERSEDED SURVEY CONTROL
 LL1242
 LL1242  NAD 83(1986)-  40 24 24.24300(N)    104 52 11.62872(W) AD(       ) 1
 LL1242  NAD 27      -  40 24 24.30800(N)    104 52 09.74100(W) AD(       ) 1
 LL1242
 LL1242.Superseded values are not recommended for survey control.
 LL1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1242.See file dsdata.txt to determine how the superseded data were derived.
 LL1242
 LL1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE1103972911(NAD 83)
 LL1242_MARKER: DS = TRIANGULATION STATION DISK
 LL1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1242
 LL1242  HISTORY     - Date     Condition        Report By
 LL1242  HISTORY     - 1935     MONUMENTED       CGS
 LL1242  HISTORY     - 1950     MARK NOT FOUND   USGS
 LL1242  HISTORY     - 1960     GOOD             CGS
 LL1242  HISTORY     - 1974     GOOD             NGS
 LL1242  HISTORY     - 1982     GOOD             LOCENG
 LL1242
 LL1242                          STATION DESCRIPTION
 LL1242
 LL1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LL1242'STATION LIES 10-1/2 MILES EAST OF LOVELAND.  ON HIGH GROUND
 LL1242'0.2 MILE SOUTHEAST OF THE CENTER OF A LONG CURVE IN STATE
 LL1242'HIGHWAY 16, WHICH AT THIS POINT, TURNS FROM EAST TO EAST-NORTHEAST.
 LL1242'STATION IS 2 MILES WEST OF THE B.M. BORESON FARMHOUSE, 1.8
 LL1242'MILES EAST OF THE CARL LEONARD FARMHOUSE, 23 YARDS SOUTH OF
 LL1242'TELEPHONE POLE NO. 408, 50 YARDS NORTHWEST OF ABANDONED GRANARY,
 LL1242'10 FEET SOUTHWEST OF FENCE CORNER, AND 36 FEET SOUTH OF CENTER
 LL1242'OF GRADED ROAD.  STATION MARK PROJECTS 6 INCHES.
 LL1242'
 LL1242'REFERENCE MARK NO. 1, IS SOUTH OF STATION, IN
 LL1242'FENCE LINE, 125 FEET SOUTH OF AN EAST-WEST FENCE, AND PROJECTS
 LL1242'7 INCHES.
 LL1242'
 LL1242'REFERENCE MARK NO. 2, IS WEST OF STATION, IN FENCE
 LL1242'LINE, 28 FEET SOUTH OF CENTER OF ROAD, 92 FEET WEST OF NORTH-SOUTH
 LL1242'FENCE, AND PROJECTS 5 INCHES.
 LL1242'
 LL1242'AZIMUTH MARK, IS NORTH OF STATION, 54 FEET NORTH OF
 LL1242'CENTER OF STATE HIGHWAY 16, 12 FEET WEST OF FARM TRAIL, AND
 LL1242'PROJECTS 6 INCHES.
 LL1242'
 LL1242'ALL OBJECTS ARE VISIBLE FROM GROUND EXCEPT STATION FT. COLLINS.
 LL1242'A 10-FOOT STAND WAS USED.
 LL1242'
 LL1242'STATION IS REACHED FROM LOVELAND BY DRIVING EAST FROM THE
 LL1242'JUNCTION OF STATE HIGHWAY 16 WITH U.S. HIGHWAY 285, FOR 10.1
 LL1242'MILES ON STATE HIGHWAY 16.  AT SWEEPING CURVE TO NORTHEAST
 LL1242'LEAVE STATE HIGHWAY 16 AND CONTINUE 0.3 MILE EAST ON GRADED
 LL1242'ROAD TO STATION.
 LL1242
 LL1242                          STATION RECOVERY (1950)
 LL1242
 LL1242'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950
 LL1242'STATION WAS NOT FOUND.  AZIMUTH MARK AND REFERENCE MARKS
 LL1242'WERE FOUND AS DESCRIBED.
 LL1242
 LL1242                          STATION RECOVERY (1960)
 LL1242
 LL1242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (CTH)
 LL1242'THE STATION MARK, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK
 LL1242'WERE RECOVERED AS DESCRIBED.  DO TO THE WIDENING OF STATE
 LL1242'HIGHWAY 257 REFERENCE MARK NO. 1 WAS DESTROYED AND THE STATION
 LL1242'MARK IS NOW 1 FOOT UNDERGROUND.  A NEW DESCRIPTION FOLLOWS.
 LL1242'
 LL1242'THE STATION IS LOCATED 11 MILES EAST OF LOVELAND, 9 MILES
 LL1242'WEST-SOUTHWEST OF GREELEY AND 2 MILES SOUTH OF THE LA POUDRE
 LL1242'RIVER IN THE NE CORNER OF THE NE 1/4 OF SECTION 15, T. 5 N.,
 LL1242'R. 67 N.
 LL1242'
 LL1242'TO REACH THE STATION FROM THE POST OFFICE IN WINDSOR GO EAST
 LL1242'ON COLORADO STATE HIGHWAYS 392 AND 257 FOR 0.7 MILE TO A
 LL1242'CROSSROAD.  TURN RIGHT, SOUTH, ON STATE HIGHWAY 257 AND GO 4.4
 LL1242'MILES TO A FORK IN THE ROAD.  KEEP THE RIGHT FORK AND GO 0.9
 LL1242'MILE TO THE JUNCTION OF U.S. HIGHWAY 34 AND THE AZIMUTH MARK
 LL1242'ON THE RIGHT IN THE NORTHWEST CORNER OF THE INTERSECTION.
 LL1242'CONTINUE STRAIGHT AHEAD, SOUTH, ON STATE HIGHWAY 257 FOR 0.3
 LL1242'MILE TO A CROSSROAD AND THE STATION ON THE RIGHT AS DESCRIBED.
 LL1242'
 LL1242'THE STATION MARK IS A STANDARD DISK SET IN THE TOP OF A 10
 LL1242'INCH SQUARE CONCRETE MONUMENT WHICH IS UNDERGROUND 1 FOOT AND
 LL1242'IS STAMPED LEONARD 1935.  IT IS 37 FEET SOUTH OF THE CENTER
 LL1242'OF A GRAVELED ROAD, 34 FEET EAST-SOUTHEAST OF A HIGHWAY STOP
 LL1242'SIGN, 30 FEET EAST-NORTHEAST OF A POWER LINE POLE AND 13.6
 LL1242'FEET WEST OF THE CENTER OF STATE HIGHWAY 257.
 LL1242'
 LL1242'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 LL1242'10 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 2 INCHES
 LL1242'AND IS STAMPED LEONARD NO 2 1935.  IT IS 61 FEET WEST-NORTHWEST
 LL1242'OF A POWER LINE POLE AND 29 FEET SOUTH OF THE CENTER OF A
 LL1242'GRAVELED ROAD.
 LL1242'
 LL1242'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN THE TOP OF A
 LL1242'6 INCH CONCRETE CYLINDER WHICH PROJECTS 3 INCHES AND IS STAMPED
 LL1242'LEONARD NO 3 1935 1960.  IT IS 44 FEET WEST OF THE CENTER OF
 LL1242'STATE HIGHWAY 257, 33 FEET SOUTH OF THE CENTER OF A GRAVELED
 LL1242'ROAD, 15 FEET NORTH-NORTHWEST OF A POWER LINE POLE AND 6 FEET
 LL1242'SOUTH-SOUTHEAST OF A GAS LINE SIGN.
 LL1242'
 LL1242'THE TWO REFERENCE MARKS ARE SET DIRECTLY ON LINE WITH EACH
 LL1242'OTHER.
 LL1242'
 LL1242'THE AZIMUTH MARK IS A STANDARD DISK SET IN THE TOP OF A 10
 LL1242'INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 8 INCHES AND IS
 LL1242'STAMPED LEONARD 1935.  IT IS 40 FEET NORTH OF THE CENTER
 LL1242'OF U.S. HIGHWAY 34 AND 20 FEET SOUTHWEST OF A POWER LINE POLE,
 LL1242'IN THE NORTHWEST CORNER OF THE INTERSECTION OF U.S. HIGHWAY
 LL1242'34 AND STATE HIGHWAY 257.
 LL1242
 LL1242                          STATION RECOVERY (1974)
 LL1242
 LL1242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JVD)
 LL1242'A THOROUGH SEARCH OF THE AREA REVEALED NO SIGN OF THE STATION OR
 LL1242'REFERENCE MARK 2.  THE AZIMUTH MARK WAS RECOVERED LOOSE IN THE
 LL1242'GROUND.
 LL1242'
 LL1242'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10.5 MILES EAST
 LL1242'OF LOVELAND.
 LL1242
 LL1242                          STATION RECOVERY (1982)
 LL1242
 LL1242'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (KRK)
 LL1242'DUE TO ROAD CONSTRUCTION, I AM UNABLE TO LOCATE STATION DEWEY, ANY
 LL1242'OF THE REFERENCE MARKS, OR THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0871 ***********************************************************************
 JL0871  DESIGNATION -  LEROUX
 JL0871  PID         -  JL0871
 JL0871  STATE/COUNTY-  CO/DELTA
 JL0871  USGS QUAD   -  DRY CREEK (1979)
 JL0871
 JL0871                         *CURRENT SURVEY CONTROL
 JL0871  ___________________________________________________________________
 JL0871* NAD 83(1992)-  38 52 58.51987(N)    107 46 00.21872(W)     ADJUSTED  
 JL0871* NAVD 88     -      2336.5    (meters)    7666.     (feet)  VERTCON   
 JL0871  ___________________________________________________________________
 JL0871  LAPLACE CORR-           5.86  (seconds)                    DEFLEC99
 JL0871  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 JL0871
 JL0871  HORZ ORDER  -  SECOND
 JL0871
 JL0871.The horizontal coordinates were established by classical geodetic methods
 JL0871.and adjusted by the National Geodetic Survey in January 1993..
 JL0871
 JL0871.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0871
 JL0871.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0871
 JL0871.The geoid height was determined by GEOID03.
 JL0871
 JL0871;                    North         East     Units Scale Factor Converg.
 JL0871;SPC CO C     -   423,765.723   717,751.791   MT  0.99994312   -1 25 46.6
 JL0871;SPC CO C     - 1,390,304.71  2,354,824.00   sFT  0.99994312   -1 25 46.6
 JL0871;UTM  13      - 4,307,423.352   260,009.935   MT  1.00030927   -1 44 15.3
 JL0871
 JL0871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0871!SPC CO C     -   0.99963604  x   0.99994312  =   0.99957918
 JL0871!UTM  13      -   0.99963604  x   1.00030927  =   0.99994520
 JL0871
 JL0871:                Primary Azimuth Mark                     Grid Az
 JL0871:SPC CO C     -  LEROUX AZ MK                             054 23 03.4
 JL0871:UTM  13      -  LEROUX AZ MK                             054 41 32.1
 JL0871
 JL0871|---------------------------------------------------------------------|
 JL0871| PID    Reference Object                     Distance      Geod. Az  |
 JL0871|                                                           dddmmss.s |
 JL0871| CM7558 LEROUX AZ MK                                       0525716.8 |
 JL0871| CM7559 LEROUX RM 1                          11.628 METERS 09632     |
 JL0871| CM7560 LEROUX RM 2                          11.452 METERS 19155     |
 JL0871|---------------------------------------------------------------------|
 JL0871
 JL0871                          SUPERSEDED SURVEY CONTROL
 JL0871
 JL0871  NAD 83(1986)-  38 52 58.52020(N)    107 46 00.20076(W) AD(       ) 2
 JL0871  NAD 27      -  38 52 58.58800(N)    107 45 57.98600(W) AD(       ) 2
 JL0871  NGVD 29 (07/19/86) 2335.1    (m)         7661.     (f) VERT ANG       
 JL0871
 JL0871.Superseded values are not recommended for survey control.
 JL0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0871.See file dsdata.txt to determine how the superseded data were derived.
 JL0871
 JL0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD6001007423(NAD 83)
 JL0871_MARKER: DS = TRIANGULATION STATION DISK
 JL0871_SETTING: 66 = SET IN ROCK OUTCROP
 JL0871_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 JL0871_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0871+STABILITY: POSITION/ELEVATION WELL
 JL0871
 JL0871  HISTORY     - Date     Condition        Report By
 JL0871  HISTORY     - 1937     MONUMENTED       CGS
 JL0871  HISTORY     - 1965     GOOD             USGS
 JL0871  HISTORY     - 1966     GOOD             USGS
 JL0871
 JL0871                          STATION DESCRIPTION
 JL0871
 JL0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 JL0871'STATION ON THE SW END OF THE N OF FOUR TIMBERED HILLS OF ABOUT
 JL0871'THE SAME SIZE AND SHAPE, LYING ALONG THE E SIDE OF THE LEROUX
 JL0871'CREEK ROAD.  IT IS ABOUT 6 MILES N AND 2 MILES W OF HOTCHKISS,
 JL0871'AND IS ONE AND ONE HALF MILES S OF THE 7X RANCH.  A LARGE
 JL0871'STONE HOUSE AND SEVERAL BIG BARNS AT THE HEAD OF LEROUX CREEK.
 JL0871'THE HILL IS HIGHER THAN THE STATION THE THE NE BUT SLOPES OFF IN
 JL0871'ALL OTHER DIRECTIONS, ESPECIALLY TO THE W WHERE IT BREAKS OFF
 JL0871'SHARPLY.
 JL0871'
 JL0871'STATION, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 JL0871'WEDGED IN DRILL HOLES IN BOULDERS.
 JL0871'
 JL0871'THE AZIMUTH MARK IS ABOUT 1082 FEET, (ROUGHLY TAPED) NE OF
 JL0871'THE STATION ON SLIGHTLY HIGHER GROUND.
 JL0871'
 JL0871'TO REACH FROM DELTA, GO E ON STATE HIGHWAY 92, 8 MILES TO AUSTIN,
 JL0871'CONTINUE E FROM AUSTIN ON HIGHWAY 92, 10.5 MILES TO THE RODGERS
 JL0871'MESA COMMUNITY HOUSE, AT THE SE CORNER OF AN INTERSECTION, WHICH
 JL0871'IS 3.6 MILES W OF HOTCHKISS.  TURN LEFT AND FOLLOW THE MAIN GRADED
 JL0871'ROAD 5 MILES UP LEROUX CREEK.  TAKE THE RIGHT FORK DOWN INTO
 JL0871'THE CANYON AND GO 0.7 MILE TO A BRIDGE OVER THE CREEK, THEN
 JL0871'CONTINUE 0.1 MILE TO THE END OF TRUCK TRAVEL.  FROM HERE THE
 JL0871'STATION IS ABOUT ONE MILE E.  PACK TO THE TOP OF A LOW RIDGE W
 JL0871'OF THE STATION.  FROM HERE THE STATION SITE IS VISIBLE ON
 JL0871'WHAT APPEARS TO BE THE HIGHEST POINT OF THE RIDGE DUE E.
 JL0871'FOLLOW THE CREST OF THE RIDGE, FAVORING THE S SLOPE, TO A
 JL0871'POINT W OF THE STATION AS SEEN WHEN FIRST REACHING THE
 JL0871'TOP OF THE RIDGE.  CLIMB STRAIGHT UP THE HILL TO THE
 JL0871'STATION SITE.  IT IS ABOUT 50 FEET E OF THE RIM, AND AT THE
 JL0871'SW POINT OF AN AREA COVERED WITH SAGE.  IT IS ABOUT AN HOUR PACK
 JL0871'FROM END OF TRUCK TRAVEL.
 JL0871
 JL0871                          STATION RECOVERY (1965)
 JL0871
 JL0871'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965 (JHM)
 JL0871'RECOVERED AND REDESCRIBED AS FOLLOWS
 JL0871'
 JL0871'FROM ROGERS MESA COMMUNITY HOUSE, GO N. ALONG PAVED COUNTY RD. 50 MI.
 JL0871'TO A Y-JUNCTION, CONTINUE N. ALONG GRAVEL RD. 20 MI. TO A T-JUNCTION
 JL0871'AND LARGE STONE HOUSE, TURN RIGHT AND CONTINUE 0.25 MI. TO A WOODEN
 JL0871'GATE, CONTINUE ALONG DIRT RD. ON THE W. SLOPE OF OAK MESA 2 MI. TO A
 JL0871'SHARP U TURN IN THE RD. NEAR THE TOP OF THE MESA, CONTINUE 0.15 MI.
 JL0871'TO A TRACK RD. SE., FOLLOW TRACK RD. 0.4 MI. TO A WIRE GATE, CONTINUE
 JL0871'0.3 MI. TO END OF TRACK (BULLDOZED) RD., FROM THIS POINT A FAINT TRACK
 JL0871'CAN BE FOLLOWED BY VEHICLE SW. 0.6 MI. ALONG AN OLD DITCH, THENCE W.
 JL0871'AND S. ALONG RIDGE TO THE BEGINNING OF A PATCH OF CEDAR TREES, TURN W.
 JL0871'AND S. CROSS COUNTRY FOR 0.2 MI. TO STATION SITE.
 JL0871'
 JL0871'STATION MARK--USC AND GS DISK CEMENTED IN DRILL HOLE IN BEDROCK,
 JL0871'STAMPED ---LEROUX 1937---.
 JL0871
 JL0871                          STATION RECOVERY (1966)
 JL0871
 JL0871'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 JL0871'STATION RECOVERED.  FROM ROGERS MESA COMMUNITY HOUSE, GO N 3.1
 JL0871'MILES ALONG PAVED COUNTY ROAD TO T ROAD W (PAVED ROAD WEST).
 JL0871'CONTINUE N ALONG GRAVEL ROAD 2.0 MILES TO A Y ROAD.  CONTINUE N
 JL0871'ALONG GRAVEL ROAD 2.0 MILES TO A T ROAD BY A LARGE STONE HOUSE.
 JL0871'TURN RIGHT AND CONTINUE 2.25 MILES ALONG DIRT ROAD GOING UP WEST
 JL0871'SLOPE OF OAK MESA TO A SHARP U TURN NEAR TOP OF OAK MESA.
 JL0871'CONTINUE 0.15 MILES TO A TRACK ROAD SE.  CONTINUE 0.7 MILE
 JL0871'ALONG TRACK ROAD TO END OF ROAD.  FROM THIS POINT, A FAINT
 JL0871'TRACK CAN BE FOLLOWED BY VEHICLE 0.6 MILE ALONG AN OLD DITCH,
 JL0871'THEN W AND S ALONG RIDGE TO PATCH OF CEDARS, W AND S CROSS
 JL0871'COUNTRY 0.2 MILE TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0777 ***********************************************************************
 JJ0777  DESIGNATION -  LEVEL
 JJ0777  PID         -  JJ0777
 JJ0777  STATE/COUNTY-  CO/KIOWA
 JJ0777  USGS QUAD   -  STUART (1968)
 JJ0777
 JJ0777                         *CURRENT SURVEY CONTROL
 JJ0777  ___________________________________________________________________
 JJ0777* NAD 83(1992)-  38 22 32.61120(N)    102 12 56.11310(W)     ADJUSTED  
 JJ0777* NAVD 88     -      1234.     (meters)    4049.     (feet)  SCALED    
 JJ0777  ___________________________________________________________________
 JJ0777  LAPLACE CORR-          -2.57  (seconds)                    DEFLEC99
 JJ0777  GEOID HEIGHT-         -23.30  (meters)                     GEOID03
 JJ0777
 JJ0777  HORZ ORDER  -  THIRD
 JJ0777
 JJ0777.The horizontal coordinates were established by classical geodetic methods
 JJ0777.and adjusted by the National Geodetic Survey in January 1993..
 JJ0777
 JJ0777.The orthometric height was scaled from a topographic map.
 JJ0777
 JJ0777.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0777
 JJ0777.The geoid height was determined by GEOID03.
 JJ0777
 JJ0777;                    North         East     Units Scale Factor Converg.
 JJ0777;SPC CO S     -   499,529.175 1,201,339.863   MT  0.99998999   +2 00 52.5
 JJ0777;SPC CO S     - 1,638,871.97  3,941,395.87   sFT  0.99998999   +2 00 52.5
 JJ0777;UTM  13      - 4,251,174.653   743,233.650   MT  1.00032866   +1 43 46.0
 JJ0777
 JJ0777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0777!SPC CO S     -   0.99981015  x   0.99998999  =   0.99980014
 JJ0777!UTM  13      -   0.99981015  x   1.00032866  =   1.00013874
 JJ0777
 JJ0777|---------------------------------------------------------------------|
 JJ0777| PID    Reference Object                     Distance      Geod. Az  |
 JJ0777|                                                           dddmmss.s |
 JJ0777| CM8967 LEVEL RM 1                           21.539 METERS 08958     |
 JJ0777| CM8966 LEVEL AZ MK                                        1780312.2 |
 JJ0777| CM8968 LEVEL RM 2                            9.477 METERS 18045     |
 JJ0777|---------------------------------------------------------------------|
 JJ0777
 JJ0777                          SUPERSEDED SURVEY CONTROL
 JJ0777
 JJ0777  NAD 83(1986)-  38 22 32.61046(N)    102 12 56.10980(W) AD(       ) 3
 JJ0777  NAD 27      -  38 22 32.55131(N)    102 12 54.45439(W) AD(       ) 3
 JJ0777
 JJ0777.Superseded values are not recommended for survey control.
 JJ0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0777.See file dsdata.txt to determine how the superseded data were derived.
 JJ0777
 JJ0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC4323451175(NAD 83)
 JJ0777_MARKER: DS = TRIANGULATION STATION DISK
 JJ0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0777
 JJ0777  HISTORY     - Date     Condition        Report By
 JJ0777  HISTORY     - 1954     MONUMENTED       CGS
 JJ0777
 JJ0777                          STATION DESCRIPTION
 JJ0777
 JJ0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0777'THE STATION IS LOCATED AIRLINE, ABOUT 8 MILES SOUTHEAST OF
 JJ0777'SHERIDAN LAKE AND ABOUT 9 MILES SOUTHWEST OF TOWNER ALONG
 JJ0777'THE WEST SIDE OF A NORTH-SOUTH DIRT ROAD.
 JJ0777'
 JJ0777'THE STATION IS A STANDARD DISK STAMPED LEVEL 1954 SET IN TOP
 JJ0777'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT 4
 JJ0777'INCHES ABOVE THE GROUND.  IT IS 5 FEET EAST OF A NORTH-SOUTH
 JJ0777'FENCE LINE, 36 FEET WEST OF THE CENTER LINE OF A DIRT ROAD AND 5
 JJ0777'FEET EAST-NORTHEAST OF A WHITE WITNESS POST.
 JJ0777'
 JJ0777'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED LEVEL NO
 JJ0777'1 1954 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 JJ0777'PROJECTS ABOUT 5 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 JJ0777'ELEVATION AS THE STATION.  IT IS 34 FEET EAST OF THE CENTER
 JJ0777'LINE OF A DIRT ROAD.
 JJ0777'
 JJ0777'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED LEVEL NO
 JJ0777'2 1954 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 JJ0777'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT THE
 JJ0777'SAME ELEVATION AS THE STATION.  IT IS 36 FEET WEST OF THE
 JJ0777'CENTER LINE OF A DIRT ROAD AND 5 FEET EAST OF A NORTH-SOUTH
 JJ0777'FENCE LINE.
 JJ0777'
 JJ0777'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LEVEL 1954 SET IN
 JJ0777'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4
 JJ0777'INCHES ABOVE THE GROUND.  IT IS 2 FEET NORTH OF AN EAST-WEST
 JJ0777'FENCE LINE, 7 FEET EAST-NORTHEAST OF A FENCE CORNER AND 40
 JJ0777'FEET EAST OF THE CENTER LINE OF A DIRT ROAD.
 JJ0777'
 JJ0777'TO REACH THE STATION FROM THE POST OFFICE IN HARTMAN, GO SOUTH
 JJ0777'FOR 1 BLOCK.  TURN LEFT AND GO EAST FOR 0.45 MILE TO A SIDE ROAD
 JJ0777'LEFT.  TURN LEFT, CROSS OVER THE RAIL ROAD TRACKS AND GO NORTH
 JJ0777'ON THE MAIN TRAVELED ROAD FOR 16.9 MILES TO A FENCE CORNER ON
 JJ0777'THE RIGHT, EAST SIDE AND THE AZIMUTH MARK.  CONTINUE NORTH ON THE
 JJ0777'DIRT ROAD FOR 0.5 MILE TO A WHITE WITNESS POST ON THE LEFT,
 JJ0777'WEST SIDE AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0723 ***********************************************************************
 LK0723  DESIGNATION -  LEWIS
 LK0723  PID         -  LK0723
 LK0723  STATE/COUNTY-  CO/WELD
 LK0723  USGS QUAD   -  AVALO (1978)
 LK0723
 LK0723                         *CURRENT SURVEY CONTROL
 LK0723  ___________________________________________________________________
 LK0723* NAD 83(1992)-  40 51 26.37355(N)    103 40 10.99043(W)     ADJUSTED  
 LK0723* NAVD 88     -      1446.     (meters)    4744.     (feet)  SCALED    
 LK0723  ___________________________________________________________________
 LK0723  LAPLACE CORR-          -3.04  (seconds)                    DEFLEC99
 LK0723  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 LK0723
 LK0723  HORZ ORDER  -  FIRST
 LK0723
 LK0723.The horizontal coordinates were established by classical geodetic methods
 LK0723.and adjusted by the National Geodetic Survey in January 1993..
 LK0723
 LK0723.The orthometric height was scaled from a topographic map.
 LK0723
 LK0723.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0723
 LK0723.The geoid height was determined by GEOID03.
 LK0723
 LK0723;                    North         East     Units Scale Factor Converg.
 LK0723;SPC CO N     -   475,610.259 1,068,715.417   MT  1.00001284   +1 10 57.4
 LK0723;SPC CO N     - 1,560,397.99  3,506,277.16   sFT  1.00001284   +1 10 57.4
 LK0723;UTM  13      - 4,523,770.650   612,120.996   MT  0.99975473   +0 52 13.2
 LK0723
 LK0723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0723!SPC CO N     -   0.99977625  x   1.00001284  =   0.99978908
 LK0723!UTM  13      -   0.99977625  x   0.99975473  =   0.99953103
 LK0723
 LK0723|---------------------------------------------------------------------|
 LK0723| PID    Reference Object                     Distance      Geod. Az  |
 LK0723|                                                           dddmmss.s |
 LK0723| CP7610 LEWIS RM 1                           27.074 METERS 14309     |
 LK0723| CP7611 LEWIS RM 2                           26.478 METERS 23510     |
 LK0723| CP7609 LEWIS AZ MK                                        3585746.8 |
 LK0723|---------------------------------------------------------------------|
 LK0723
 LK0723                          SUPERSEDED SURVEY CONTROL
 LK0723
 LK0723  NAD 83(1986)-  40 51 26.36940(N)    103 40 10.99133(W) AD(       ) 1
 LK0723  NAD 27      -  40 51 26.42270(N)    103 40 09.20060(W) AD(       ) 1
 LK0723
 LK0723.Superseded values are not recommended for survey control.
 LK0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0723.See file dsdata.txt to determine how the superseded data were derived.
 LK0723
 LK0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1212123771(NAD 83)
 LK0723_MARKER: DS = TRIANGULATION STATION DISK
 LK0723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0723_STAMPING: LEWIS 1934
 LK0723_MARK LOGO: CGS   
 LK0723_PROJECTION: FLUSH
 LK0723_MAGNETIC: N = NO MAGNETIC MATERIAL
 LK0723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LK0723
 LK0723  HISTORY     - Date     Condition        Report By
 LK0723  HISTORY     - 1934     MONUMENTED       CGS
 LK0723  HISTORY     - 1963     GOOD             CGS
 LK0723  HISTORY     - 19781010 GOOD             NGS
 LK0723
 LK0723                          STATION DESCRIPTION
 LK0723
 LK0723'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 LK0723'STATION IS ABOUT 18 MILES NORTH OF STONEHAM AND IS ON THE HIGHEST
 LK0723'HILL IN THE NEAR VICINITY.  THE STATION IS ONE MILE EAST OF
 LK0723'THE KIMBALL-STONEHAM ROAD AND IS ABOUT 25 YARDS EAST OF A
 LK0723'WIRE FENCE.  THE MARK PROJECTS 10 INCHES.
 LK0723'
 LK0723'THE STATION IS REACHED FROM THE LONE STAR SCHOOL OF DISTRICT
 LK0723'16, WHICH IS ABOUT 21 MILES SOUTH OF KIMBALL ON THE KIMBALL-STONEHAM
 LK0723'ROAD.  GO SOUTH ON THE MAIN ROAD TOWARD STONEHAM FOR 6.0 MILES.
 LK0723'TURN EAST AND GO 1.0 MILE, TURN SOUTH THROUGH A WIRE GATE AND
 LK0723'GO ALONG THE EAST SIDE OF THE FENCE 0.3 MILE TO THE TOP OF
 LK0723'THE HILL AND THE STATION.
 LK0723'
 LK0723'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LK0723'BRONZE DISKS SET.
 LK0723'
 LK0723'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION AND PROJECTS
 LK0723'10 INCHES.
 LK0723'
 LK0723'REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION AND PROJECTS
 LK0723'10 INCHES.
 LK0723'
 LK0723'AZIMUTH MARK IS ABOUT 3/8 MILE NORTH OF THE STATION, 78 FEET
 LK0723'EAST OF THE FENCE CORNER, AND 2 FEET SOUTH OF THE FENCE AND
 LK0723'PROJECTS 10 INCHES.
 LK0723'
 LK0723'A 4-FOOT STAND WAS ERECTED.
 LK0723
 LK0723                          STATION RECOVERY (1963)
 LK0723
 LK0723'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 LK0723'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD
 LK0723'CONDITION.  A NEW DESCRIPTION FOLLOWS--
 LK0723'
 LK0723'THE STATION IS LOCATED 18 MILES NORTH OF STONEHAM IN THE NE
 LK0723'1/4 OF SEC. 7 T10N R56W, ON THE HIGHEST HILL IN THE VICINITY.
 LK0723'
 LK0723'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 14
 LK0723'AND 71, 3/4 MILE NORTHWEST OF STONEHAM, GO NORTH ON STATE
 LK0723'HIGHWAY 71 FOR 17.3 MILES TO A EAST-WEST SECTION LINE, WHERE
 LK0723'A GRAVELED ROAD GOES WEST AND A GATE ON THE RIGHT.  TURN RIGHT,
 LK0723'PASS THRU GATE AND GO EAST ON TRACK ROAD FOR 1.0 MILE TO THE
 LK0723'AZIMUTH MARK.  TURN RIGHT AND GO SOUTH ACROSS PASTURE FOR 0.3
 LK0723'MILE TO THE STATION ON TOP OF HILL.
 LK0723'
 LK0723'THE STATION IS A STANDARD DISK STAMPED LEWIS 1934, SET IN THE
 LK0723'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES.
 LK0723'IT IS 5.5 FEET SOUTHWEST OF THE WITNESS POST.
 LK0723'
 LK0723'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LEWIS 1934, SET IN
 LK0723'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LK0723'2 INCHES.  IT IS 86.5 FEET EAST-SOUTHEAST OF THE WITNESS POST.
 LK0723'
 LK0723'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LEWIS 1934, SET IN
 LK0723'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LK0723'4 INCHES.  IT IS 92.3 FEET SOUTHWEST OF THE WITNESS POST.
 LK0723'
 LK0723'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 LK0723'LEWIS AZIMUTH 1934, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 LK0723'MONUMENT THAT PROJECTS 3 INCHES.  IT IS 25 FEET SOUTH OF THE
 LK0723'CENTER OF A TRACK ROAD AND 1.7 FEET EAST OF THE WITNESS POST.
 LK0723'
 LK0723'DIST. BETWEEN R.M.S IS 126.3 FEET OR 38.51 METERS.
 LK0723
 LK0723                          STATION RECOVERY (1978)
 LK0723
 LK0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 LK0723'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DIRECTION TO
 LK0723'REFERENCE MARKS CHECKED PREVIOUS DATA ADEQUATELY.  DISTANCE TO
 LK0723'REFERENCE MARK 1 COMPARED FAVORABLY WITH PREVIOUS DATA BUT DISTANCE TO
 LK0723'REFERENCE MARK 2 DID NOT COMPARE BY 0.21 METERS (0.69 FT) STATION
 LK0723'LOCATION IS STILL ADEQUATE, BUT DISTANCES IN ROUTE TO STATION DIFFERED
 LK0723'SOME.  STATION IS REACHED FROM THE JUNCTION OF STATE HIGHWAYS 14 AND
 LK0723'71, ABOUT 0.75 MILE (1.21 KM) NORTHWEST OF SMALL VILLAGE OF STONEHAM.
 LK0723'GO NORTH ON STATE HIGHWAY 71 FOR 17.75 MILES (28.57 KM) TO COUNTY ROAD
 LK0723'120 ON LEFT, WIRE GATE AND SIGN, PAWNEE NATURAL GRASS LAND LEWIS
 LK0723'PASTURE ON RIGHT.  TURN RIGHT AND GO EAST FOR ABOUT 125 FEET (38.1 M)
 LK0723'TO THE GATE, PASS THE GATE AND PROCEED EASTERLY ON A TRACK ROAD, FOR
 LK0723'0.4 MILE, (0.6 KM) KEEP LEFT, STRAIGHT AHEAD ON DIM TRACK ROAD FOR
 LK0723'0.65 MILE (1.05 KM) TO THE AZIMUTH MARK AND WITNESS POST ON RIGHT.
 LK0723'TURN RIGHT AND GO SOUTH-SOUTHWEST ACROSS PASTURE AND UPHILL FOR 0.3
 LK0723'MILE, (0.5 KM) TOP HILL AND STATION, AS DESCRIBED.
 LK0723' 
 LK0723'STATION IS A STANDARD DISK STAMPED--LEWIS 1934--, SET IN TOP OF A
 LK0723'SQUARE CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES, 1 FOOT (0.3 M)
 LK0723'WEST OF A METAL WITNESS POST.
 LK0723' 
 LK0723'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--LEWIS NO 1 1934--, SET IN
 LK0723'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES.
 LK0723' 
 LK0723'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--LEWIS NO 2 1934--, SET IN
 LK0723'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 6 INCHES, ABOUT 3
 LK0723'FEET (0.9 M) LOWER IN ELEVATION THAN STATION MARK.
 LK0723' 
 LK0723'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED--LEWIS AZIMUTH
 LK0723'1934--, SET IN TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 6
 LK0723'INCHES, 23 FEET (7.0 M) SOUTH-SOUTHEAST OF CENTER OF THE DIM TRACK
 LK0723'ROAD, 2.3 FEET (0.7 M) WEST-SOUTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0881 ***********************************************************************
 JL0881  DESIGNATION -  LEWIS
 JL0881  PID         -  JL0881
 JL0881  STATE/COUNTY-  CO/CHAFFEE
 JL0881  USGS QUAD   -  NATHROP (1983)
 JL0881
 JL0881                         *CURRENT SURVEY CONTROL
 JL0881  ___________________________________________________________________
 JL0881* NAD 83(1992)-  38 42 18.12981(N)    106 04 30.52943(W)     ADJUSTED  
 JL0881* NAVD 88     -      2415.5    (meters)    7925.     (feet)  VERTCON   
 JL0881  ___________________________________________________________________
 JL0881  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 JL0881  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 JL0881
 JL0881  HORZ ORDER  -  THIRD
 JL0881
 JL0881.The horizontal coordinates were established by classical geodetic methods
 JL0881.and adjusted by the National Geodetic Survey in January 1993..
 JL0881
 JL0881.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0881
 JL0881.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0881
 JL0881.The geoid height was determined by GEOID03.
 JL0881
 JL0881;                    North         East     Units Scale Factor Converg.
 JL0881;SPC CO C     -   401,724.185   864,375.062   MT  0.99995965   -0 21 45.9
 JL0881;SPC CO C     - 1,317,990.10  2,835,870.52   sFT  0.99995965   -0 21 45.9
 JL0881;UTM  13      - 4,284,593.455   406,514.620   MT  0.99970762   -0 40 20.5
 JL0881
 JL0881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0881!SPC CO C     -   0.99962340  x   0.99995965  =   0.99958307
 JL0881!UTM  13      -   0.99962340  x   0.99970762  =   0.99933113
 JL0881
 JL0881                          SUPERSEDED SURVEY CONTROL
 JL0881
 JL0881  NAD 83(1986)-  38 42 18.12258(N)    106 04 30.53540(W) AD(       ) 3
 JL0881  NGVD 29 (12/18/91) 2414.0    (m)         7920.     (f) VERT ANG       
 JL0881
 JL0881.Superseded values are not recommended for survey control.
 JL0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0881.See file dsdata.txt to determine how the superseded data were derived.
 JL0881
 JL0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC0651584593(NAD 83)
 JL0881_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 JL0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0881+STABILITY: SURFACE MOTION
 JL0881
 JL0881  HISTORY     - Date     Condition        Report By
 JL0881  HISTORY     - UNK      MONUMENTED       USGS
 JL0881  HISTORY     - 1955     GOOD             USGS
 JL0881
 JL0881                          STATION DESCRIPTION
 JL0881
 JL0881'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 JL0881'RECOVERED AND REDESCRIBED AS FOLLOWS
 JL0881'
 JL0881'THE STATION IS LOCATED ON THE WESTERLY END OF A RIDGE ABOUT 4 FT.
 JL0881'BELOW THE TOP.  IT IS APPROXIMATELY 2.6 MI. (AIRLINE) S. OF NATHROP,
 JL0881'COLORADO.
 JL0881'
 JL0881'TO REACH THE STATION FROM NATHROP, COLORADO, GO S. 2.3 MI. ON U.S.
 JL0881'HIGHWAY 285 TO A DIRT RD., ABOUT HALF WAY UP THE HILL.  TURN LEFT
 JL0881'(E.) AND FOLLOW RD. FOR 0.4 MI. TO DIM RD. TO RIGHT, TURN RIGHT AND
 JL0881'FOLLOW DIM RD. FOR 0.25 MI. TO STATION.  THE RD. PASSES ABOUT 50 FT.
 JL0881'S. OF STATION.
 JL0881'
 JL0881'STATION MARK--A U.S. BUREAU OF RECLAMATION BRONZE TABLET STAMPED
 JL0881'---LEWIS--- AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 JL0881'2 IN. ABOVE GROUND.
 JL0881'
 JL0881'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0405 ***********************************************************************
 JM0405  DESIGNATION -  LGNK 1
 JM0405  PID         -  JM0405
 JM0405  STATE/COUNTY-  CO/SAN MIGUEL
 JM0405  USGS QUAD   -  GYPSUM GAP (1994)
 JM0405
 JM0405                         *CURRENT SURVEY CONTROL
 JM0405  ___________________________________________________________________
 JM0405* NAD 83(1992)-  38 07 15.35144(N)    108 40 07.53056(W)     ADJUSTED  
 JM0405* NAVD 88     -      1977.8    (meters)    6489.     (feet)  VERTCON   
 JM0405  ___________________________________________________________________
 JM0405  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 JM0405  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 JM0405
 JM0405  HORZ ORDER  -  THIRD
 JM0405
 JM0405.The horizontal coordinates were established by classical geodetic methods
 JM0405.and adjusted by the National Geodetic Survey in November 1997..
 JM0405
 JM0405.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0405
 JM0405.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0405
 JM0405.The geoid height was determined by GEOID03.
 JM0405
 JM0405;                    North         East     Units Scale Factor Converg.
 JM0405;SPC CO S     -   470,914.737   636,604.624   MT  0.99995789   -1 56 37.1
 JM0405;SPC CO S     - 1,544,992.77  2,088,593.67   sFT  0.99995789   -1 56 37.1
 JM0405;UTM  12      - 4,221,799.931   704,353.754   MT  1.00011435   +1 26 22.7
 JM0405
 JM0405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0405!SPC CO S     -   0.99969270  x   0.99995789  =   0.99965060
 JM0405!UTM  12      -   0.99969270  x   1.00011435  =   0.99980701
 JM0405
 JM0405:                Primary Azimuth Mark                     Grid Az
 JM0405:SPC CO S     -  NATURITA                                 058 10 31.2
 JM0405:UTM  12      -  NATURITA                                 054 47 31.4
 JM0405
 JM0405|---------------------------------------------------------------------|
 JM0405| PID    Reference Object                     Distance      Geod. Az  |
 JM0405|                                                           dddmmss.s |
 JM0405| JM0403 NATURITA                            APPROX. 6.7 KM 0561354.1 |
 JM0405|---------------------------------------------------------------------|
 JM0405
 JM0405                          SUPERSEDED SURVEY CONTROL
 JM0405
 JM0405  NAD 83(1992)-  38 07 15.34797(N)    108 40 07.53075(W) AD(       ) 3
 JM0405  NAD 83(1986)-  38 07 15.34380(N)    108 40 07.52668(W) AD(       ) 3
 JM0405  NAD 27      -  38 07 15.37664(N)    108 40 05.18442(W) AD(       ) 3
 JM0405  NGVD 29 (07/19/86) 1976.6    (m)         6485.     (f) VERT ANG       
 JM0405
 JM0405.Superseded values are not recommended for survey control.
 JM0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0405.See file dsdata.txt to determine how the superseded data were derived.
 JM0405
 JM0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH0435421800(NAD 83)
 JM0405_MARKER: DD = SURVEY DISK
 JM0405_SETTING: 66 = SET IN ROCK OUTCROP
 JM0405_SP_SET: SET IN ROCK OUTCROP
 JM0405_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0405+STABILITY: POSITION/ELEVATION WELL
 JM0405
 JM0405  HISTORY     - Date     Condition        Report By
 JM0405  HISTORY     - 1948     MONUMENTED       USGS
 JM0405
 JM0405                          STATION DESCRIPTION
 JM0405
 JM0405'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 JM0405'STATION LOCATED IN DRY CREEK BASIN, ABOUT 9.0 MI. SW. OF NATURITA,
 JM0405'COLORADO.
 JM0405'
 JM0405'TO REACH FROM NATURITA POST OFFICE, TAKE HIGHWAYS 90 AND 145 E. 3.9
 JM0405'MI. TO JUNCTION OF HIGHWAY 80.  TURN RIGHT (S.) ON HIGHWAY 80 18.2
 JM0405'MI. OR 4.4 MI. PAST THE HOME STORE.  TURN RIGHT OFF HIGHWAY 80
 JM0405'THROUGH CATTLEGUARD 7.9 MI. TO POINT WHERE RD. MAKES RIGHT ANGLE TURN
 JM0405'W.  PROCEED N. THROUGH GATE ABOUT 100 YARDS TO TRAIL RD.  TURN RIGHT
 JM0405'(E.) ON TRAIL RD. 0.3 MI. AROUND HEAD OF DRAW TO INTERSECTION OF
 JM0405'TRAIL RDS.  TURN LEFT (N.) 0.8 MI. TO DRAW AT ABANDONED FARM.
 JM0405'PROCEED N. THROUGH FARM YARD ABOUT 0.4 MI. TO BOTTOM OF RIDGE AT
 JM0405'EDGE OF TIMBER.  STATION LIES ON ROCKY LEDGE ABOUT 0.5 MI. N. OF
 JM0405'ABANDONED FARM HOUSE.
 JM0405'
 JM0405'STATION MARK--STANDARD REFERENCE TABLET, STAMPED ---LGNK-1 1948---,
 JM0405'SET IN SOLID ROCK.
 JM0405'
 JM0405'REFERENCE MARK NO. 1--CHISELED ARROW, ON ROCK, 53.20 FT. FROM
 JM0405'STATION, N 89 DEG 07 MIN E.
 JM0405'
 JM0405'REFERENCE MARK NO. 2--CHISELED ARROW, ON ROCK, 28.30 FT. FROM
 JM0405'STATION, S 25 DEG 43 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5930 ***********************************************************************
 AI5930  PACS        -  This is a Primary Airport Control Station.
 AI5930  DESIGNATION -  LHX A
 AI5930  PID         -  AI5930
 AI5930  STATE/COUNTY-  CO/OTERO
 AI5930  USGS QUAD   -  CHERAW (1979)
 AI5930
 AI5930                         *CURRENT SURVEY CONTROL
 AI5930  ___________________________________________________________________
 AI5930* NAD 83(1992)-  38 02 45.49794(N)    103 30 13.48671(W)     ADJUSTED  
 AI5930* NAVD 88     -      1269.88   (meters)    4166.3    (feet)  GPS OBS   
 AI5930  ___________________________________________________________________
 AI5930  X           -  -1,174,612.749 (meters)                     COMP
 AI5930  Y           -  -4,891,205.294 (meters)                     COMP
 AI5930  Z           -   3,910,232.698 (meters)                     COMP
 AI5930  LAPLACE CORR-          -2.97  (seconds)                    DEFLEC99
 AI5930  ELLIP HEIGHT-        1247.78  (meters)          (10/21/02) GPS OBS
 AI5930  GEOID HEIGHT-         -22.12  (meters)                     GEOID03
 AI5930
 AI5930  HORZ ORDER  -  B
 AI5930  ELLP ORDER  -  FIFTH     CLASS I
 AI5930
 AI5930.This mark is at La Junta Municipal Airport (LHX)
 AI5930
 AI5930.The horizontal coordinates were established by GPS observations
 AI5930.and adjusted by the National Geodetic Survey in June 2000..
 AI5930
 AI5930.The orthometric height was determined by GPS observations and a
 AI5930.high-resolution geoid model.
 AI5930
 AI5930.GPS derived orthometric heights for airport stations designated as
 AI5930.PACS or SACS are published to 2 decimal places.  This maintains
 AI5930.centimeter relative accuracy between the PACS and SACS.  It does
 AI5930.not indicate centimeter accuracy relative to other marks which are
 AI5930.part of the NAVD 88 network.
 AI5930
 AI5930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5930
 AI5930.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5930
 AI5930.The ellipsoidal height was determined by GPS observations
 AI5930.and is referenced to NAD 83.
 AI5930
 AI5930.The geoid height was determined by GEOID03.
 AI5930
 AI5930;                    North         East     Units Scale Factor Converg.
 AI5930;SPC CO S     -   459,754.666 1,089,606.481   MT  0.99995221   +1 13 28.0
 AI5930;SPC CO S     - 1,508,378.43  3,574,817.26   sFT  0.99995221   +1 13 28.0
 AI5930;UTM  13      - 4,211,972.320   631,288.651   MT  0.99981229   +0 55 20.1
 AI5930
 AI5930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5930!SPC CO S     -   0.99980424  x   0.99995221  =   0.99975646
 AI5930!UTM  13      -   0.99980424  x   0.99981229  =   0.99961657
 AI5930
 AI5930                          SUPERSEDED SURVEY CONTROL
 AI5930
 AI5930  ELLIP H (06/30/00) 1247.78   (m)                       GP(       ) 1 1
 AI5930
 AI5930.Superseded values are not recommended for survey control.
 AI5930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5930.See file dsdata.txt to determine how the superseded data were derived.
 AI5930
 AI5930_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC3128911972(NAD 83)
 AI5930_MARKER: I = METAL ROD
 AI5930_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI5930_STAMPING: LHX A
 AI5930_MARK LOGO: NGS   
 AI5930_PROJECTION: FLUSH
 AI5930_MAGNETIC: I = MARKER IS A STEEL ROD
 AI5930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5930+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5930_ROD/PIPE-DEPTH: 5.8  meters
 AI5930_SLEEVE-DEPTH  : 0.9 meters
 AI5930
 AI5930  HISTORY     - Date     Condition        Report By
 AI5930  HISTORY     - 1999     MONUMENTED       NGS
 AI5930
 AI5930                          STATION DESCRIPTION
 AI5930
 AI5930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5930'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTH OF LA JUNTA, 4 MI
 AI5930'(6.4 KM) SOUTH OF CHERAW AND 2 MI (3.2 KM) NORTH-NORTHWEST OF THE FORT
 AI5930'LYON CANAL, IN THE SOUTHWEST 1/4 OF SECTION 18, T 23 S, R 54 W. ACCESS
 AI5930'TO THE AIRPORT IS NOT CONTROLLED.  PERMISSION TO USE THIS STATION MUST
 AI5930'BE OBTAINED FROM THE AIRPORT MANAGER.  OWNERSHIP--LA JUNTA MUNICIPAL
 AI5930'AIRPORT, 30267 FIRST AVENUE, LA JUNTA, CO 81050. MR.  JAKE
 AI5930'FRIEDENBERGER, TELEPHONE--719-384-8407
 AI5930'TO REACH THE STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY 50 AND
 AI5930'STATE HIGHWAY 109, GOING NORTH TO THE TOWN OF CHERAW, GO 3.05 MI (4.91
 AI5930'KM) NORTH ON STATE HIGHWAY 109 TO A SIDE ROAD RIGHT, THE ENTRANCE TO
 AI5930'THE AIRPORT.  TURN RIGHT, EAST, ON THE AIRPORT ROAD FOR 1.7 MI (2.7
 AI5930'KM) TO THE TERMINAL OFFICE.  CONTACT THE AIRPORT MANAGER BEFORE
 AI5930'ENTERING THE FLIGHT OPERATION AREA.  TURN LEFT, WEST, PASSING THROUGH
 AI5930'THE GATE AT THE SOUTHWEST CORNER OF THE BUILDING ON TO THE TERMINAL
 AI5930'RAMP AREA FOR 0.05 MI.  (0.08 KM) TURN RIGHT, NORTH, FOR 0.15 MI (0.24
 AI5930'KM) TO TAXIWAY A FOR 8/26 AND RAMP A3.  TURN RIGHT, EAST, ON TAXIWAY A
 AI5930'FOR 8/26 FOR 0.45 MI (0.72 KM) TO THE STATION ON THE RIGHT IN A GRASSY
 AI5930'AREA
 AI5930'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 5.8 M (19.0 FT) LONG
 AI5930'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 0.9 M (3.0 FT)
 AI5930'LONG GREASED PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID,
 AI5930'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 85.0 M
 AI5930'(278.9 FT) WEST FROM THE CENTER OF A 24-INCH CONCRETE CULVERT, 81.7 M
 AI5930'(268.0 FT) SOUTHWEST FROM THE CENTER OF RAMP A4, 16.8 M (55.1 FT)
 AI5930'SOUTH FROM THE EDGE OF TAXIWAY A AND ABOUT THE SAME ELEVATION AS
 AI5930'TAXIWAY A.  THIS STATION IS DESIGNATED A PRIMARY AIRPORT CONTROL
 AI5930'STATION FOR THE ANA PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0463 ***********************************************************************
 KJ0463  DESIGNATION -  LIBERTY ET
 KJ0463  PID         -  KJ0463
 KJ0463  STATE/COUNTY-  CO/YUMA
 KJ0463  USGS QUAD   -  ADLER CREEK (1968)
 KJ0463
 KJ0463                         *CURRENT SURVEY CONTROL
 KJ0463  ___________________________________________________________________
 KJ0463* NAD 83(1992)-  39 39 23.79569(N)    102 36 43.02484(W)     ADJUSTED  
 KJ0463* NAVD 88     -      1283.5    (meters)    4211.     (feet)  VERTCON   
 KJ0463  ___________________________________________________________________
 KJ0463  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 KJ0463  GEOID HEIGHT-         -21.99  (meters)                     GEOID03
 KJ0463
 KJ0463  HORZ ORDER  -  FIRST
 KJ0463
 KJ0463.The horizontal coordinates were established by classical geodetic methods
 KJ0463.and adjusted by the National Geodetic Survey in January 1993..
 KJ0463
 KJ0463.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0463
 KJ0463.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0463
 KJ0463.The geoid height was determined by GEOID03.
 KJ0463
 KJ0463;                    North         East     Units Scale Factor Converg.
 KJ0463;SPC CO N     -   344,729.806 1,162,213.074   MT  1.00001024   +1 51 57.8
 KJ0463;SPC CO N     - 1,131,001.04  3,813,027.39   sFT  1.00001024   +1 51 57.8
 KJ0463;SPC CO C     -   511,142.366 1,162,208.359   MT  0.99998286   +1 49 17.3
 KJ0463;SPC CO C     - 1,676,972.91  3,813,011.92   sFT  0.99998286   +1 49 17.3
 KJ0463;UTM  13      - 4,392,370.980   704,871.641   MT  1.00011677   +1 31 28.4
 KJ0463
 KJ0463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0463!SPC CO N     -   0.99980213  x   1.00001024  =   0.99981237
 KJ0463!SPC CO C     -   0.99980213  x   0.99998286  =   0.99978500
 KJ0463!UTM  13      -   0.99980213  x   1.00011677  =   0.99991888
 KJ0463
 KJ0463:                Primary Azimuth Mark                     Grid Az
 KJ0463:SPC CO N     -  WINGFIELD RESET                          095 55 00.6
 KJ0463:SPC CO C     -  WINGFIELD RESET                          095 57 41.1
 KJ0463:UTM  13      -  WINGFIELD RESET                          096 15 30.0
 KJ0463
 KJ0463|---------------------------------------------------------------------|
 KJ0463| PID    Reference Object                     Distance      Geod. Az  |
 KJ0463|                                                           dddmmss.s |
 KJ0463| KJ0401 WINGFIELD RESET                     APPROX.11.1 KM 0974658.4 |
 KJ0463| CP7612 LIBERTY ET RM 1                      19.120 METERS 11528     |
 KJ0463| CP7613 LIBERTY ET RM 2                      18.446 METERS 19909     |
 KJ0463| KJ0464 JOES KCY 209 RAD MAST               APPROX. 1.1 KM 2605423.4 |
 KJ0463|---------------------------------------------------------------------|
 KJ0463
 KJ0463                          SUPERSEDED SURVEY CONTROL
 KJ0463
 KJ0463  NAD 83(1986)-  39 39 23.79180(N)    102 36 43.02253(W) AD(       ) 1
 KJ0463  NAD 27      -  39 39 23.83068(N)    102 36 41.29108(W) AD(       ) 1
 KJ0463  NGVD 29 (07/19/86) 1282.9    (m)         4209.     (f) VERT ANG       
 KJ0463
 KJ0463.Superseded values are not recommended for survey control.
 KJ0463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0463.See file dsdata.txt to determine how the superseded data were derived.
 KJ0463
 KJ0463_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD0487292371(NAD 83)
 KJ0463_MARKER: DD = SURVEY DISK
 KJ0463_SETTING: 0 = UNSPECIFIED SETTING
 KJ0463
 KJ0463  HISTORY     - Date     Condition        Report By
 KJ0463  HISTORY     - 1968     MONUMENTED       USGS
 KJ0463
 KJ0463                          STATION DESCRIPTION
 KJ0463
 KJ0463'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 KJ0463'THE STATION IS LOCATED SOUTH 80 DEG WEST ABOUT 17.3 MILES AIRLINE
 KJ0463'FROM IDALIA, COLORADO NEAR THE SOUTHEAST CORNER OF SECTION 34,
 KJ0463'T.4S., R.47W.
 KJ0463'
 KJ0463'TO REACH FROM THE X-RDS. IN IDALIA, GO 18.4 MILES WEST ON
 KJ0463'U.S. HIGHWAY 36 TO A X-RDS. AND THE STATION SITE ON THE RIGHT.  THE
 KJ0463'STATION IS 177 FEET NORTH AND 24 FEET WEST OF THE X-RDS. AND 5 FEET
 KJ0463'SOUTH OF USGS WITNESS SIGN MOUNTED ON A METAL POST.
 KJ0463'
 KJ0463'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD ROD
 KJ0463'DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN A PLASTIC PIPE, 6 INCHES
 KJ0463'IN DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE TABLET IS
 KJ0463'FLUSH WITH THE GROUND AND IS STAMPED LIBERTY ET 1968.
 KJ0463'
 KJ0463'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 KJ0463'TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN A
 KJ0463'PLASTIC PIPE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH
 KJ0463'GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED
 KJ0463'LIBERTY ET 1968-1.
 KJ0463'
 KJ0463'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET
 KJ0463'CRIMPED TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED
 KJ0463'IN A PLASTIC PIPE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED
 KJ0463'WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED
 KJ0463'LIBERTY ET 1968-2.
 KJ0463'
 KJ0463'STATION WINGFIELD C AND GS 1968 IS VISIBLE FROM THE GROUND AND WILL
 KJ0463'SERVE AS THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0301 ***********************************************************************
 HJ0301  DESIGNATION -  LIGHTNER
 HJ0301  PID         -  HJ0301
 HJ0301  STATE/COUNTY-  CO/PROWERS
 HJ0301  USGS QUAD   -  BARREL SPRING (1968)
 HJ0301
 HJ0301                         *CURRENT SURVEY CONTROL
 HJ0301  ___________________________________________________________________
 HJ0301* NAD 83(1992)-  37 51 11.04050(N)    102 23 56.91248(W)     ADJUSTED  
 HJ0301* NAVD 88     -      1225.     (meters)    4019.     (feet)  SCALED    
 HJ0301  ___________________________________________________________________
 HJ0301  LAPLACE CORR-          -3.19  (seconds)                    DEFLEC99
 HJ0301  GEOID HEIGHT-         -23.48  (meters)                     GEOID03
 HJ0301
 HJ0301  HORZ ORDER  -  SECOND
 HJ0301
 HJ0301.The horizontal coordinates were established by classical geodetic methods
 HJ0301.and adjusted by the National Geodetic Survey in January 1993..
 HJ0301
 HJ0301.The orthometric height was scaled from a topographic map.
 HJ0301
 HJ0301.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0301
 HJ0301.The geoid height was determined by GEOID03.
 HJ0301
 HJ0301;                    North         East     Units Scale Factor Converg.
 HJ0301;SPC CO S     -   441,000.926 1,187,235.299   MT  0.99994545   +1 54 07.2
 HJ0301;SPC CO S     - 1,446,850.54  3,895,121.14   sFT  0.99994545   +1 54 07.2
 HJ0301;UTM  13      - 4,192,700.876   728,822.794   MT  1.00024495   +1 35 48.0
 HJ0301
 HJ0301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0301!SPC CO S     -   0.99981157  x   0.99994545  =   0.99975703
 HJ0301!UTM  13      -   0.99981157  x   1.00024495  =   1.00005647
 HJ0301
 HJ0301|---------------------------------------------------------------------|
 HJ0301| PID    Reference Object                     Distance      Geod. Az  |
 HJ0301|                                                           dddmmss.s |
 HJ0301| CM8976 LIGHTNER RM 1                        16.561 METERS 08511     |
 HJ0301| CM8977 LIGHTNER RM 2                         9.668 METERS 26124     |
 HJ0301| CM8975 LIGHTNER AZ MK                                     2685709.7 |
 HJ0301|---------------------------------------------------------------------|
 HJ0301
 HJ0301                          SUPERSEDED SURVEY CONTROL
 HJ0301
 HJ0301  NAD 83(1986)-  37 51 11.03891(N)    102 23 56.90601(W) AD(       ) 2
 HJ0301  NAD 27      -  37 51 11.00560(N)    102 23 55.22195(W) AD(       ) 2
 HJ0301
 HJ0301.Superseded values are not recommended for survey control.
 HJ0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0301.See file dsdata.txt to determine how the superseded data were derived.
 HJ0301
 HJ0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB2882392701(NAD 83)
 HJ0301_MARKER: DS = TRIANGULATION STATION DISK
 HJ0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0301
 HJ0301  HISTORY     - Date     Condition        Report By
 HJ0301  HISTORY     - 1954     MONUMENTED       CGS
 HJ0301
 HJ0301                          STATION DESCRIPTION
 HJ0301
 HJ0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 HJ0301'THE STATION IS LOCATED ON A LOW RISE AT THE NORTH EDGE OF A
 HJ0301'CULTIVATED FIELD.  IT IS ABOUT 21 MILES AIRLINE SOUTHEAST
 HJ0301'OF LAMAR, ABOUT 16 MILES AIRLINE SOUTH-SOUTHWEST OF GRANADA,
 HJ0301'AND ABOUT 20 MILES AIRLINE SOUTHWEST OF HOLLY.
 HJ0301'
 HJ0301'TO REACH FROM THE POST OFFICE IN LAMAR, GO EAST ON WEST ELM
 HJ0301'STREET FOR 1 BLOCK TO MAIN STREET.  TURN LEFT ON MAIN STREET
 HJ0301'AND GO 1 BLOCK TO ITS JUNCTION WITH U.S. HIGHWAY 50.  GO
 HJ0301'RIGHT, EAST, ON U.S. HIGHWAY 50 FOR 11.2 MILES TO A CROSSROAD.
 HJ0301'TURN RIGHT AND GO SOUTH ON A GRADED ROAD FOR 13.7 MILES
 HJ0301'TO A LARGE WOODEN BRIDGE ACROSS A CREEK.  CONTINUE AHEAD
 HJ0301'FOR 2.0 MILES TO A SECTION CORNER AND THE AZIMUTH MARK ON THE
 HJ0301'EAST SIDE OF THE ROAD.  TURN LEFT OFF OF THE ROAD AND GO EAST
 HJ0301'FOR 0.7 MILE, FOLLOWING ALONG THE SOUTH SIDE OF THE
 HJ0301'SECTION-LINE FENCE, TO THE HIGHEST POINT OF THE RISE AND THE
 HJ0301'STATION.
 HJ0301'
 HJ0301'THE STATION MARK IS A STANDARD DISK STAMPED LIGHTNER 1953
 HJ0301'AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HJ0301'THAT PROJECTS 6 INCHES.  IT IS 6.7 FEET SOUTHWEST OF A WITNESS
 HJ0301'POST, AND 4.7 FEET SOUTH OF A FENCE LINE.
 HJ0301'
 HJ0301'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LIGHTNER NO 1
 HJ0301'1953 AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HJ0301'THAT PROJECTS 6 INCHES.  IT IS 2 FEET SOUTH OF THE FENCE LINE,
 HJ0301'AND ABOUT 8 INCHES HIGHER THAN THE STATION.
 HJ0301'
 HJ0301'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LIGHTNER NO 2
 HJ0301'1953 AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HJ0301'THAT PROJECTS 6 INCHES.  IT IS 2 FEET SOUTH OF THE FENCE
 HJ0301'LINE, AND ABOUT 8 INCHES LOWER THAN THE STATION.
 HJ0301'
 HJ0301'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LIGHTNER 1953
 HJ0301'AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HJ0301'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS LOCATED IN
 HJ0301'THE SOUTHWEST CORNER OF A FIELD, 4 FEET NORTH OF A GATEPOST,
 HJ0301'1 FOOT EAST OF A FENCE LINE, AND 33 FEET EAST OF THE CENTER
 HJ0301'LINE OF THE GRADED ROAD.
 HJ0301'
 HJ0301'HEIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8116 ***********************************************************************
 AE8116  DESIGNATION -  LILY LAKE
 AE8116  PID         -  AE8116
 AE8116  STATE/COUNTY-  CO/LARIMER
 AE8116  USGS QUAD   -  LONGS PEAK (1978)
 AE8116
 AE8116                         *CURRENT SURVEY CONTROL
 AE8116  ___________________________________________________________________
 AE8116* NAD 83(1992)-  40 18 22.99905(N)    105 32 16.95183(W)     ADJUSTED  
 AE8116* NAVD 88     -      2724.0    (meters)    8937.     (feet)  GPS OBS   
 AE8116  ___________________________________________________________________
 AE8116  X           -  -1,305,326.641 (meters)                     COMP
 AE8116  Y           -  -4,694,749.109 (meters)                     COMP
 AE8116  Z           -   4,105,742.232 (meters)                     COMP
 AE8116  LAPLACE CORR-         -17.00  (seconds)                    DEFLEC99
 AE8116  ELLIP HEIGHT-        2711.38  (meters)          (12/03/02) GPS OBS
 AE8116  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 AE8116
 AE8116  HORZ ORDER  -  FIRST
 AE8116  ELLP ORDER  -  FOURTH    CLASS II
 AE8116
 AE8116.The horizontal coordinates were established by GPS observations
 AE8116.and adjusted by the National Geodetic Survey in March 1998..
 AE8116
 AE8116.The orthometric height was determined by GPS observations and a
 AE8116.high-resolution geoid model.
 AE8116
 AE8116.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8116
 AE8116.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8116
 AE8116.The ellipsoidal height was determined by GPS observations
 AE8116.and is referenced to NAD 83.
 AE8116
 AE8116.The geoid height was determined by GEOID03.
 AE8116
 AE8116;                    North         East     Units Scale Factor Converg.
 AE8116;SPC CO N     -   412,840.437   911,167.965   MT  0.99995732   -0 01 28.5
 AE8116;SPC CO N     - 1,354,460.67  2,989,390.23   sFT  0.99995732   -0 01 28.5
 AE8116;UTM  13      - 4,461,903.132   454,278.696   MT  0.99962573   -0 20 53.0
 AE8116
 AE8116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8116!SPC CO N     -   0.99957484  x   0.99995732  =   0.99953218
 AE8116!UTM  13      -   0.99957484  x   0.99962573  =   0.99920073
 AE8116
 AE8116                          SUPERSEDED SURVEY CONTROL
 AE8116
 AE8116  ELLIP H (03/31/98) 2711.38   (m)                       GP(       ) 4 1
 AE8116
 AE8116.Superseded values are not recommended for survey control.
 AE8116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8116.See file dsdata.txt to determine how the superseded data were derived.
 AE8116
 AE8116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE5427961903(NAD 83)
 AE8116_MARKER: DH = HORIZONTAL CONTROL DISK
 AE8116_SETTING: 80 = SET IN A BOULDER
 AE8116_STAMPING: LILY LAKE 1996
 AE8116_MARK LOGO: NGS   
 AE8116_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8116+STABILITY: SURFACE MOTION
 AE8116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8116+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE8116
 AE8116  HISTORY     - Date     Condition        Report By
 AE8116  HISTORY     - 1996     MONUMENTED       NGS
 AE8116
 AE8116                          STATION DESCRIPTION
 AE8116
 AE8116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE8116'THE STATION IS LOCATED ABOUT 15 MI (24.1 KM) NORTHWEST OF LYONS, 7 MI
 AE8116'(11.3 KM) NORTH OF ALLENSPARK AND 5 MI (8.0 KM) SOUTH-SOUTHWEST OF
 AE8116'ESTES PARK, IN THE SOUTHWEST 1/4 OF SECTION 14, T 4 N, R 73 W, AT
 AE8116'STATE HIGHWAY 7 MILEPOST 6.4.  OWNERSHIP--NATIONAL PARK SERVICE
 AE8116'PROPERTY TO REACH THE STATION FROM THE THE INTERSECTION OF STATE
 AE8116'HIGHWAY 7 AND U.  S.  HIGHWAY 36 IN ESTES PARK, GO SOUTHERLY ON STATE
 AE8116'HIGHWAY 7 FOR 6.4 MI (10.3 KM) TO THE ENTRANCE TO THE LILY LAKE
 AE8116'PARKING LOT AND THE STATION ON THE RIGHT.  TURN INTO THE PARKING LOT
 AE8116'TO PARK THE MARK IS A STANDARD DISK SET IN A DRILL HOLE IN A BOULDER
 AE8116'MEASURING 1 M (3.3 FT) BY 1 M (3.3 FT) AND PROJECTING 4 CM ABOVE THE
 AE8116'GROUND.  IT IS 60.8 M (199.5 FT) SOUTHWEST FROM THE INTERSECTION OF
 AE8116'STATE HIGHWAY 7 AND THE CENTER OF THE ROAD INTO THE PARKING LOT, 37.8
 AE8116'M (124.0 FT) WEST FROM THE CENTER LINE OF STATE HIGHWAY 7, 25.7 M
 AE8116'(84.3 FT) WEST FROM A WITNESS POST AND WOODEN RAIL RIGHT-OF-WAY FENCE,
 AE8116'13.2 M (43.3 FT) SOUTHWEST FROM THE CENTER OF A CHAIN GATE, 9.8 M
 AE8116'(32.2 FT) SOUTH FROM THE SOUTHERN EDGE OF THE PARKING LOT TO LILY
 AE8116'LAKE, 9.8 M (32.2 FT) SOUTHWEST FROM THE NATIONAL PARK SERVICE
 AE8116'INFORMATION SIGN, 9.7 M (31.8 FT) WEST FROM THE CENTER OF A TRACK ROAD
 AE8116'GOING AROUND THE LAKE AND ABOUT 2 M (6.6 FT) BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5140 ***********************************************************************
 AC5140  DESIGNATION -  LIME
 AC5140  PID         -  AC5140
 AC5140  STATE/COUNTY-  CO/PUEBLO
 AC5140  USGS QUAD   -  SOUTHEAST PUEBLO (1974)
 AC5140
 AC5140                         *CURRENT SURVEY CONTROL
 AC5140  ___________________________________________________________________
 AC5140* NAD 83(1992)-  38 11 25.28508(N)    104 34 48.79258(W)     ADJUSTED  
 AC5140* NAVD 88     -      1455.8    (meters)    4776.     (feet)  GPS OBS   
 AC5140  ___________________________________________________________________
 AC5140  X           -  -1,263,842.511 (meters)                     COMP
 AC5140  Y           -  -4,858,842.019 (meters)                     COMP
 AC5140  Z           -   3,922,960.613 (meters)                     COMP
 AC5140  LAPLACE CORR-          -6.74  (seconds)                    DEFLEC99
 AC5140  ELLIP HEIGHT-        1436.53  (meters)          (12/03/02) GPS OBS
 AC5140  GEOID HEIGHT-         -19.28  (meters)                     GEOID03
 AC5140
 AC5140  HORZ ORDER  -  FIRST
 AC5140  ELLP ORDER  -  FOURTH    CLASS II
 AC5140
 AC5140.The horizontal coordinates were established by GPS observations
 AC5140.and adjusted by the National Geodetic Survey in January 1997..
 AC5140
 AC5140.The orthometric height was determined by GPS observations and a
 AC5140.high-resolution geoid model.
 AC5140
 AC5140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5140
 AC5140.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5140
 AC5140.The ellipsoidal height was determined by GPS observations
 AC5140.and is referenced to NAD 83.
 AC5140
 AC5140.The geoid height was determined by GEOID03.
 AC5140
 AC5140;                    North         East     Units Scale Factor Converg.
 AC5140;SPC CO S     -   474,305.062   994,974.936   MT  0.99996467   +0 33 51.0
 AC5140;SPC CO S     - 1,556,115.86  3,264,346.94   sFT  0.99996467   +0 33 51.0
 AC5140;UTM  13      - 4,227,019.123   536,760.155   MT  0.99961664   +0 15 34.4
 AC5140
 AC5140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5140!SPC CO S     -   0.99977464  x   0.99996467  =   0.99973932
 AC5140!UTM  13      -   0.99977464  x   0.99961664  =   0.99939137
 AC5140
 AC5140                          SUPERSEDED SURVEY CONTROL
 AC5140
 AC5140  ELLIP H (01/17/97) 1436.54   (m)                       GP(       ) 1 1
 AC5140
 AC5140.Superseded values are not recommended for survey control.
 AC5140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5140.See file dsdata.txt to determine how the superseded data were derived.
 AC5140
 AC5140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC3676027019(NAD 83)
 AC5140_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5140_STAMPING: LIME 1995
 AC5140_MARK LOGO: NGS   
 AC5140_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC5140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5140+STABILITY: SURFACE MOTION
 AC5140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5140+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5140
 AC5140  HISTORY     - Date     Condition        Report By
 AC5140  HISTORY     - 1995     MONUMENTED       CO-101
 AC5140
 AC5140                          STATION DESCRIPTION
 AC5140
 AC5140'DESCRIBED BY PUEBLO COUNTY COLORADO 1995 (KCH)
 AC5140'THE STATION IS LOCATED ABOUT 2.1 MI (3.4 KM) SOUTHEAST OF THE PUEBLO
 AC5140'CITY LIMITS, 9.1 MI (14.6 KM) SOUTHEAST OF DOWNTOWN PUEBLO, 1.0 MI
 AC5140'(1.6 KM) SOUTH OF THE COMMANCHE POWER PLANT, 3.8 MI (6.1 KM) SOUTHEAST
 AC5140'OF LAKE MINNEQUA, AT THE ENTRANCE TO THE PUEBLO RAILROAD SERVICE
 AC5140'GROUNDS, AT THE CENTER OF SEC 29 T21S R64W OF THE 6TH PM.
 AC5140'OWNERSHIP--THE STATION IS SITUATED ON THE PREMISES OF THE PUEBLO
 AC5140'RAILROAD SERVICE COMPANY.  ACCESS CAN BE ARRANGED BY CONTACTING JERRY
 AC5140'BLODER (719) 544-2411 C/O PUEBLO RAILROAD SERVICE, 2621 LIME ROAD,
 AC5140'PUEBLO CO 81006. TO REACH THE STATION FROM US HWY 50B AND ASPEN DRIVE,
 AC5140'GO SOUTH ON ASPEN DRIVE 0.7 MI (1.1 KM) TO THE CULVERT OF THE BESSEMER
 AC5140'DITCH AND AN INTERSECTION WITH LASALLE ROAD.  PROCEED SOUTHEAST ACROSS
 AC5140'AN INTERSECTION OFFSET OF 500 FEET (152.4 M) TO THE BEGINNING OF LIME
 AC5140'ROAD. CONTINUE SOUTHEAST AND THEN SOUTH ON LIME ROAD 1.6 MI (2.6 KM)
 AC5140'TO A SIDE ROAD RIGHT, THE ENTRANCE TO THE COMMANCHE POWER PLANT.
 AC5140'CONTINUE SOUTH ON LIME ROAD 0.8 MI (1.3 KM) TO A  T  INTERSECTION WITH
 AC5140'ST. CHARLES RD.  TURN RIGHT, WEST ON LIME ROAD, SHORTLY BENDING TO THE
 AC5140'SOUTHWEST, 0.8 MI (1.3 KM) TO A SIDE ROAD RIGHT, THE ENTRANCE TO THE
 AC5140'PUEBLO RAILROAD SERVICE YARDS AT 2621 LIME ROAD. THE STATION IS ON THE
 AC5140'SOUTHWEST SIDE OF THE ENTRANCE AREA. THE MARKER IS A STANDARD NGS
 AC5140'BRASS HORIZONTAL CONTROL DISK SET IN THE TOP OF A CYLANDRICAL MASS OF
 AC5140'CONCRETE 1.5 FT (0.5 M) IN DIAMETER, 5.0 FT (1.5 M) DEEP AND FINISHED
 AC5140'FLUSH WITH THE GROUND. IT IS 1.5 M (4.9 FT) EAST OF A CARSONITE
 AC5140'WITNESS POST, 1.6 M (5.2 FT) EAST OF A NORTH-SOUTH FENCE, 10.7 M (35.1
 AC5140'FT) WEST OF THE CENTER OF A DRIVEWAY, 27.2 M (89.2 FT) SOUTH OF THE
 AC5140'CENTER OF A CATTLE GUARD, 7.6 M (24.9 FT) NORTH OF THE NORTH END OF A
 AC5140'SIGNBOARD, 17.0 M (55.8 FT) NORTHWEST OF THE CENTER OF LIME ROAD, 28.1
 AC5140'M (92.2 FT) NORTH OF UTILITY POLE NO. 90 AND SET LEVEL WITH THE
 AC5140'SURFACE OF THE DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0468 ***********************************************************************
 HL0468  DESIGNATION -  LIMEKILN
 HL0468  PID         -  HL0468
 HL0468  STATE/COUNTY-  CO/RIO GRANDE
 HL0468  USGS QUAD   -  DOG MOUNTAIN (1967)
 HL0468
 HL0468                         *CURRENT SURVEY CONTROL
 HL0468  ___________________________________________________________________
 HL0468* NAD 83(1992)-  37 37 05.89408(N)    106 16 49.47695(W)     ADJUSTED  
 HL0468* NAVD 88     -      2574.7    (meters)    8447.     (feet)  VERTCON   
 HL0468  ___________________________________________________________________
 HL0468  LAPLACE CORR-          -6.44  (seconds)                    DEFLEC99
 HL0468  GEOID HEIGHT-         -16.26  (meters)                     GEOID03
 HL0468
 HL0468  HORZ ORDER  -  FIRST
 HL0468
 HL0468.The horizontal coordinates were established by classical geodetic methods
 HL0468.and adjusted by the National Geodetic Survey in January 1993..
 HL0468
 HL0468.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0468
 HL0468.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0468
 HL0468.The geoid height was determined by GEOID03.
 HL0468
 HL0468;                    North         East     Units Scale Factor Converg.
 HL0468;SPC CO S     -   410,704.486   845,506.802   MT  0.99995246   -0 28 43.3
 HL0468;SPC CO S     - 1,347,452.97  2,773,966.90   sFT  0.99995246   -0 28 43.3
 HL0468;UTM  13      - 4,164,237.194   387,000.817   MT  0.99975728   -0 46 53.9
 HL0468
 HL0468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0468!SPC CO S     -   0.99959868  x   0.99995246  =   0.99955116
 HL0468!UTM  13      -   0.99959868  x   0.99975728  =   0.99935606
 HL0468
 HL0468:                Primary Azimuth Mark                     Grid Az
 HL0468:SPC CO S     -  PLAZA                                    023 57 02.9
 HL0468:UTM  13      -  PLAZA                                    024 15 13.5
 HL0468
 HL0468|---------------------------------------------------------------------|
 HL0468| PID    Reference Object                     Distance      Geod. Az  |
 HL0468|                                                           dddmmss.s |
 HL0468| HL0465 PLAZA                               APPROX. 3.2 KM 0232819.6 |
 HL0468| CM7562 LIMEKILN RM 2                        11.120 METERS 04338     |
 HL0468| HL0453 CENTER BLACK AND SILVER TANK        APPROX.21.4 KM 0451804.9 |
 HL0468| HL0459 COLO STA SOLDIER SAILOR HME TK      APPROX.16.9 KM 1060719.0 |
 HL0468| CM7561 LIMEKILN RM 1                         3.898 METERS 33841     |
 HL0468|---------------------------------------------------------------------|
 HL0468
 HL0468                          SUPERSEDED SURVEY CONTROL
 HL0468
 HL0468  NAD 83(1986)-  37 37 05.89394(N)    106 16 49.48582(W) AD(       ) 1
 HL0468  NAD 27      -  37 37 05.88100(N)    106 16 47.36900(W) AD(       ) 1
 HL0468  NGVD 29 (07/19/86) 2573.3    (m)         8443.     (f) VERT ANG       
 HL0468
 HL0468.Superseded values are not recommended for survey control.
 HL0468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0468.See file dsdata.txt to determine how the superseded data were derived.
 HL0468
 HL0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB8700164237(NAD 83)
 HL0468_MARKER: DS = TRIANGULATION STATION DISK
 HL0468_SETTING: 66 = SET IN ROCK OUTCROP
 HL0468
 HL0468  HISTORY     - Date     Condition        Report By
 HL0468  HISTORY     - 1935     MONUMENTED       CGS
 HL0468  HISTORY     - 1936     GOOD             CGS
 HL0468  HISTORY     - 1970     GOOD             NGS
 HL0468
 HL0468                          STATION DESCRIPTION
 HL0468
 HL0468'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 HL0468'THE STATION IS LOCATED ON THE E END OF A PROMINENT ROCKY
 HL0468'TWO-PEAKED BUTTE WHICH IS ABOUT 200 YARDS LONG IN AN E-W
 HL0468'DIRECTION AND WHICH HAS A SMALL SADDLE BETWEEN THE TWO PEAKS.  IT
 HL0468'IS 4 MILES E AND 4 MILES S OF DEL NORTE, 2-1/2 MILES SSW OF
 HL0468'SEVENMILE PLAZA, 1-1/2 MILES SW OF U.S. HIGHWAY 160, AND 2/3
 HL0468'MILE N OF LIMEKILN CREEK.  IT IS IN SE 40 OF SE 1/4 SEC. 14,
 HL0468'T 39 N, R 6 E.
 HL0468'
 HL0468'THE STATION MARK IS 50 FEET W OF THE E END OF THE BUTTE.
 HL0468'
 HL0468'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 HL0468'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 HL0468'
 HL0468'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 HL0468'
 HL0468'REFERENCE MARK NO. 1 IS NNW OF THE STATION.
 HL0468'
 HL0468'REFERENCE MARK NO. 2 IS NE OF THE STATION.
 HL0468'
 HL0468'THE AZIMUTH MARK IS STATION PLAZA WHICH IS LOCATED ABOUT 5
 HL0468'MILES S AND 2-1/2 MILES E OF DEL NORTE.  IT IS 100 YARDS
 HL0468'SE OF THE NW END OF A ROCKY RIDGE WHICH EXTENDS IN A NW AND
 HL0468'SE DIRECTION FOR 1/4 MILE AND IS ON THE HIGHEST PART OF THE
 HL0468'RIDGE AT A POINT 200 YARDS NE OF U.S. HIGHWAY 160.
 HL0468'
 HL0468'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAYS, U.S.
 HL0468'160 AND COLORADO 15 IN MONTE VISTA GO NW ON U.S. HIGHWAY 160
 HL0468'7.0 MILES TO A TRACK ROAD ON THE LEFT SIDE OF THE ROAD.  HERE
 HL0468'LEAVE THE HIGHWAY, TAKE THE RIGHT FORK AND GO W ON PLAIN
 HL0468'TRACK ROAD 0.3 MILE TO A FORK ABOUT 20 YARDS E OF A SMALL
 HL0468'HOUSE.  TAKE THE LEFT FORK AND GO SSW ON PLAIN TRACK ROAD 0.4
 HL0468'MILE.  THEN LEAVE ROAD, BEAR TO THE RIGHT AND GO WSW ACROSS
 HL0468'COUNTRY 1.0 MILE TO THE BASE OF THE BUTTE.
 HL0468'
 HL0468'PACK UP STEEP SLOPE TO STATION AT THE E END OF BUTTE.  ABOUT
 HL0468'A 5-MINUTE PACK.
 HL0468
 HL0468                          STATION RECOVERY (1936)
 HL0468
 HL0468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JDT)
 HL0468'STATION WAS RECOVERED AS ORIGINALLY DESCRIBED AND ALL MARKS
 HL0468'FOUND TO BE IN GOOD CONDITION.  THE DISTANCE TO REFERENCE MARK
 HL0468'NO. 2 FAILED TO CHECK BY 3 CENTIMETERS.  THE DIRECTION TO
 HL0468'REFERENCE MARK NO. 2 FAILED TO CHECK BY 1 MINUTE.  THIS MARK
 HL0468'IS SET IN BOULDER AND IT IS VERY POSSIBLE THAT THE BOULDER
 HL0468'HAS MOVED.
 HL0468'
 HL0468'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 HL0468'160 AND HIGHWAY 285 IN MONTE VISTA GO NW ON U.S. HIGHWAY 160
 HL0468'FOR 7.0 MILES AND TURN SW (LEFT) ONTO A TRACK ROAD, JUST AFTER
 HL0468'CROSSING WOODEN BRIDGE ON HIGHWAY 160.  FOLLOW THIS TRACK ROAD
 HL0468'FOR 1.45 MILES AND TURN RIGHT OFF MAIN ROAD JUST AFTER SHARP
 HL0468'LEFT BEND AT ERODED WASH ON LEFT AND DRIVE UP A SHALLOW DRAW
 HL0468'FOR 0.3 MILE TO TOP OF LOW RIDGE.  THENCE LEFT FOR 1/4 MILE
 HL0468'TO BASE OF HILL AND END OF TRUCK TRAVEL.  CLIMB HILL TO TOP
 HL0468'AT E END AND STATION.  ABOUT 10-MINUTE PACK.
 HL0468'
 HL0468'SIGNALS SHOWN FROM THE GROUND AT RATON, DOG, CARNERO, CENTER,
 HL0468'ROCK, AND LA GARITA ARE VISIBLE FROM THE GROUND.  SIGNALS 74
 HL0468'FEET ABOVE HOOPER USGS AND ARMSTRONG ARE VISIBLE AT THE GROUND.
 HL0468'A SIGNAL 20 FEET ABOVE WELTY IS VISIBLE AT THE GROUND.  A 4-FOOT
 HL0468'OBSERVING STAND WAS USED AT THIS STATION (LIMEKILN).
 HL0468
 HL0468                          STATION RECOVERY (1970)
 HL0468
 HL0468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 HL0468'THE STATION WAS RECOVERED AS DESCRIBED, ALL MARKS ARE IN GOOD
 HL0468'CONDITION.
 HL0468'
 HL0468'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 HL0468'SOUTHEAST OF DEL NORTE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0856 ***********************************************************************
 JJ0856  DESIGNATION -  LIMESTONE
 JJ0856  PID         -  JJ0856
 JJ0856  STATE/COUNTY-  CO/BENT
 JJ0856  USGS QUAD   -  LUBERS (1955)
 JJ0856
 JJ0856                         *CURRENT SURVEY CONTROL
 JJ0856  ___________________________________________________________________
 JJ0856* NAD 83(1992)-  38 14 00.64283(N)    102 56 08.00717(W)     ADJUSTED  
 JJ0856* NAVD 88     -      1309.4    (meters)    4296.     (feet)  VERTCON   
 JJ0856  ___________________________________________________________________
 JJ0856  LAPLACE CORR-          -2.06  (seconds)                    DEFLEC99
 JJ0856  GEOID HEIGHT-         -22.73  (meters)                     GEOID03
 JJ0856
 JJ0856  HORZ ORDER  -  SECOND
 JJ0856
 JJ0856.The horizontal coordinates were established by classical geodetic methods
 JJ0856.and adjusted by the National Geodetic Survey in January 1993..
 JJ0856
 JJ0856.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0856
 JJ0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0856
 JJ0856.The geoid height was determined by GEOID03.
 JJ0856
 JJ0856;                    North         East     Units Scale Factor Converg.
 JJ0856;SPC CO S     -   481,780.152 1,138,892.007   MT  0.99996963   +1 34 22.7
 JJ0856;SPC CO S     - 1,580,640.38  3,736,514.86   sFT  0.99996963   +1 34 22.7
 JJ0856;UTM  13      - 4,233,739.177   680,685.532   MT  1.00000209   +1 16 40.7
 JJ0856
 JJ0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0856!SPC CO S     -   0.99979815  x   0.99996963  =   0.99976778
 JJ0856!UTM  13      -   0.99979815  x   1.00000209  =   0.99980024
 JJ0856
 JJ0856:                Primary Azimuth Mark                     Grid Az
 JJ0856:SPC CO S     -  LIMESTONE AZ MK                          004 04 40.9
 JJ0856:UTM  13      -  LIMESTONE AZ MK                          004 22 22.9
 JJ0856
 JJ0856|---------------------------------------------------------------------|
 JJ0856| PID    Reference Object                     Distance      Geod. Az  |
 JJ0856|                                                           dddmmss.s |
 JJ0856| CM8978 LIMESTONE AZ MK                                    0053903.6 |
 JJ0856| JJ0837 MC CLAVE COL MILLING CO ELEV        APPROX.13.1 KM 1454651.8 |
 JJ0856| CM8979 LIMESTONE RM 1                       30.855 METERS 19646     |
 JJ0856| CM8980 LIMESTONE RM 2                       35.799 METERS 28912     |
 JJ0856| JJ0922 BUREAU OF STANDARDS RADIO MAST      APPROX.25.3 KM 3103916.4 |
 JJ0856|---------------------------------------------------------------------|
 JJ0856
 JJ0856                          SUPERSEDED SURVEY CONTROL
 JJ0856
 JJ0856  NAD 83(1986)-  38 14 00.63655(N)    102 56 08.00134(W) AD(       ) 2
 JJ0856  NAD 27      -  38 14 00.61190(N)    102 56 06.28171(W) AD(       ) 2
 JJ0856  NGVD 29 (07/19/86) 1308.8    (m)         4294.     (f) VERT ANG       
 JJ0856
 JJ0856.Superseded values are not recommended for survey control.
 JJ0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0856.See file dsdata.txt to determine how the superseded data were derived.
 JJ0856
 JJ0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC8068633739(NAD 83)
 JJ0856_MARKER: DB = BENCH MARK DISK
 JJ0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0856
 JJ0856  HISTORY     - Date     Condition        Report By
 JJ0856  HISTORY     - 1950     MONUMENTED       USGS
 JJ0856  HISTORY     - 1954     GOOD             USGS
 JJ0856  HISTORY     - 1954     GOOD             USGS
 JJ0856  HISTORY     - 1968     GOOD             USGS
 JJ0856
 JJ0856                          STATION DESCRIPTION
 JJ0856
 JJ0856'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (WRH)
 JJ0856'THE STATION IS LOCATED IN PASTURE LAND ON THE HIGHEST POINT
 JJ0856'OF A LOW ROLLING HILL.  IT IS ABOUT 19 MILES AIRLINE NORTHEAST
 JJ0856'OF LAS ANIMAS, 8 MILES AIRLINE NORTH OF HASTY, AND 8 MILES
 JJ0856'AIRLINE NORTHWEST OF MC CLAVE.
 JJ0856'
 JJ0856'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 266 AND U.S. HIGHWAY
 JJ0856'50, JUST NORTH OF THE U.S. POST OFFICE IN HASTY, GO NORTH ON
 JJ0856'DIRT ROAD 11.3 MILES TO THE KIOWA COUNTY LINE.  TURN RIGHT AND
 JJ0856'GO EAST 1.4 MILES TO A CATTLE GUARD AND THE AZIMUTH MARK ON THE
 JJ0856'SOUTH SIDE OF THE ROAD.  CROSS CATTLE GUARD AND GO RIGHT, SOUTH,
 JJ0856'ON TRACK ROAD ALONG EAST SIDE OF FENCE LINE 2.1 MILES TO A WIRE
 JJ0856'GATE AT A T-FENCE INTERSECTION.  PASS THROUGH THE GATE AND GO
 JJ0856'SOUTH-SOUTHWEST CROSS COUNTRY 0.3 MILE TO HIGHEST POINT OF
 JJ0856'LOW HILL AND THE STATION.
 JJ0856'
 JJ0856'THE STATION MARK IS A STANDARD USGS BENCH MARK DISK STAMPED
 JJ0856'LIMESTONE 1950, SET IN THE TOP OF A 6-INCH-SQUARE CONCRETE MONUMENT
 JJ0856'THAT PROJECTS 2 INCHES.  IT IS 0.3 MILE SOUTH-SOUTHWEST OF A
 JJ0856'T-FENCE INTERSECTION AND 4.4 FEET NORTH-NORTHEAST OF A WITNESS
 JJ0856'POST.
 JJ0856'
 JJ0856'REFERENCE MARK NUMBER ONE IS A STANDARD USGS REFERENCE MARK DISK
 JJ0856'STAMPED LIMESTONE NO 1 1950, SET IN THE TOP OF A 6-INCH-SQUARE
 JJ0856'CONCRETE MONUMENT THAT PROJECTS 8 INCHES.  IT IS AT THE SAME
 JJ0856'ELEVATION AS THE STATION.
 JJ0856'
 JJ0856'REFERENCE MARK NUMBER TWO IS A STANDARD USGS REFERENCE MARK DISK
 JJ0856'STAMPED LIMESTONE NO 2 1950, SET IN THE TOP OF A 6-INCH-SQUARE
 JJ0856'CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS ABOUT 18 INCHES
 JJ0856'LOWER THAN THE STATION.
 JJ0856'
 JJ0856'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LIMESTONE 1954,
 JJ0856'SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT
 JJ0856'PROJECTS 3 INCHES.  IT IS 31 FEET SOUTH OF THE CENTER LINE OF
 JJ0856'A DIRT ROAD, 21 FEET SOUTH OF THE SOUTH END OF A CATTLE GUARD,
 JJ0856'AND 18 INCHES SOUTHWEST OF A GATEPOST.
 JJ0856
 JJ0856                          STATION RECOVERY (1954)
 JJ0856
 JJ0856'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JJ0856'STATION RECOVERED AS DESCRIBED.
 JJ0856
 JJ0856                          STATION RECOVERY (1968)
 JJ0856
 JJ0856'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 JJ0856'STATION MARK--STANDARD USGS TABLET SET IN TOP OF 6 X 6 IN. CONCRETE
 JJ0856'POST PROJECTING 2 IN. ABOVE GROUND, STAMPED ---LIMESTONE 1950---.
 JJ0856'
 JJ0856'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0816 ***********************************************************************
 KL0816  DESIGNATION -  LIMESTONE
 KL0816  PID         -  KL0816
 KL0816  STATE/COUNTY-  CO/GARFIELD
 KL0816  USGS QUAD   -  BLAIR MOUNTAIN (1987)
 KL0816
 KL0816                         *CURRENT SURVEY CONTROL
 KL0816  ___________________________________________________________________
 KL0816* NAD 83(1992)-  39 46 48.25617(N)    107 25 25.39116(W)     ADJUSTED  
 KL0816* NAVD 88     -      3468.6    (meters)   11380.     (feet)  VERTCON   
 KL0816  ___________________________________________________________________
 KL0816  LAPLACE CORR-           9.03  (seconds)                    DEFLEC99
 KL0816  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 KL0816
 KL0816  HORZ ORDER  -  THIRD
 KL0816
 KL0816.The horizontal coordinates were established by classical geodetic methods
 KL0816.and adjusted by the National Geodetic Survey in January 1993..
 KL0816
 KL0816.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0816
 KL0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0816
 KL0816.The geoid height was determined by GEOID03.
 KL0816
 KL0816;                    North         East     Units Scale Factor Converg.
 KL0816;SPC CO C     -   522,655.619   749,613.487   MT  1.00000609   -1 12 47.8
 KL0816;SPC CO C     - 1,714,745.98  2,459,356.92   sFT  1.00000609   -1 12 47.8
 KL0816;UTM  13      - 4,406,157.640   292,438.459   MT  1.00013042   -1 33 04.9
 KL0816
 KL0816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0816!SPC CO C     -   0.99945817  x   1.00000609  =   0.99946425
 KL0816!UTM  13      -   0.99945817  x   1.00013042  =   0.99958852
 KL0816
 KL0816                          SUPERSEDED SURVEY CONTROL
 KL0816
 KL0816  NAD 83(1986)-  39 46 48.24267(N)    107 25 25.37868(W) AD(       ) 3
 KL0816  NGVD 29 (03/25/92) 3467.0    (m)        11375.     (f) VERT ANG       
 KL0816
 KL0816.Superseded values are not recommended for survey control.
 KL0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0816.See file dsdata.txt to determine how the superseded data were derived.
 KL0816
 KL0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBE9243806158(NAD 83)
 KL0816_MARKER: DD = SURVEY DISK
 KL0816_SETTING: 66 = SET IN ROCK OUTCROP
 KL0816_SP_SET: SET IN ROCK OUTCROP
 KL0816_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0816+STABILITY: POSITION/ELEVATION WELL
 KL0816
 KL0816  HISTORY     - Date     Condition        Report By
 KL0816  HISTORY     - 1914     MONUMENTED       USGS
 KL0816  HISTORY     - 1971     GOOD             USGS
 KL0816
 KL0816                          STATION DESCRIPTION
 KL0816
 KL0816'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 KL0816'LOCATED IN T. 3 S., R. 89 W., IN THE WEST-CENTRAL PART OF THE TOWNSHIP
 KL0816'(APPROXIMATE).  A POINT ON THE WHITE RIVER PLATEAU, WHICH IS THE
 KL0816'DIVIDE BETWEEN GRAND AND WHITE RIVERS.  STATION IS ABOUT 7 MI. NW. OF
 KL0816'THE OLD MINING TOWN OF CARBONATE AND 18 MI. SE. OF BUFART, A POST
 KL0816'OFFICE ON THE WHITE RIVER.  THE OLD UTE TRAIL FROM DEEP LAKE TO MEEKER
 KL0816'CROSSES THE DIVIDE ABOUT 1.25 MI. S. OF THE STATION, FROM WHICH POINT
 KL0816'A COW TRAIL LEADS N. ALONG THE RIDGE TO STATION.  STATION IS ON THE
 KL0816'FIRST SUMMIT N. OF THE UTE TRAIL AND IS ABOUT 2 MI. S. OF THE HIGHEST
 KL0816'POINT OF THE RIDGE.  TOP OF RIDGE IS CLEAR OF BOTH TIMBER AND BRUSH.
 KL0816'
 KL0816'STATION MARK--BRONZE TABLET IN 6 BY 6 IN. SANDSTONE, SET 15 IN. IN
 KL0816'GROUND ON SOLID ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0511 ***********************************************************************
 KJ0511  DESIGNATION -  LIMON
 KJ0511  PID         -  KJ0511
 KJ0511  STATE/COUNTY-  CO/LINCOLN
 KJ0511  USGS QUAD   -  LIMON (1970)
 KJ0511
 KJ0511                         *CURRENT SURVEY CONTROL
 KJ0511  ___________________________________________________________________
 KJ0511* NAD 83(1992)-  39 16 09.19784(N)    103 42 16.45247(W)     ADJUSTED  
 KJ0511* NAVD 88     -      1659.3    (meters)    5444.     (feet)  VERTCON   
 KJ0511  ___________________________________________________________________
 KJ0511  LAPLACE CORR-          -5.14  (seconds)                    DEFLEC99
 KJ0511  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 KJ0511
 KJ0511  HORZ ORDER  -  SECOND
 KJ0511
 KJ0511.The horizontal coordinates were established by classical geodetic methods
 KJ0511.and adjusted by the National Geodetic Survey in January 1993..
 KJ0511
 KJ0511.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0511
 KJ0511.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0511
 KJ0511.The geoid height was determined by GEOID03.
 KJ0511
 KJ0511;                    North         East     Units Scale Factor Converg.
 KJ0511;SPC CO C     -   465,726.313 1,069,322.989   MT  0.99994020   +1 07 56.5
 KJ0511;SPC CO C     - 1,527,970.41  3,508,270.51   sFT  0.99994020   +1 07 56.5
 KJ0511;UTM  13      - 4,347,452.786   611,749.125   MT  0.99975376   +0 49 12.2
 KJ0511
 KJ0511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0511!SPC CO C     -   0.99974282  x   0.99994020  =   0.99968303
 KJ0511!UTM  13      -   0.99974282  x   0.99975376  =   0.99949664
 KJ0511
 KJ0511|---------------------------------------------------------------------|
 KJ0511| PID    Reference Object                     Distance      Geod. Az  |
 KJ0511|                                                           dddmmss.s |
 KJ0511| CP7614 LIMON RM 1                           10.959 METERS 08930     |
 KJ0511| KJ0523 DUNE                                APPROX.10.4 KM 1535515.5 |
 KJ0511| CP7615 LIMON RM 2                           11.200 METERS 17626     |
 KJ0511|---------------------------------------------------------------------|
 KJ0511
 KJ0511                          SUPERSEDED SURVEY CONTROL
 KJ0511
 KJ0511  NAD 83(1986)-  39 16 09.19161(N)    103 42 16.44929(W) AD(       ) 2
 KJ0511  NAD 27      -  39 16 09.23735(N)    103 42 14.62469(W) AD(       ) 2
 KJ0511  NGVD 29 (07/19/86) 1658.5    (m)         5441.     (f) VERT ANG       
 KJ0511
 KJ0511.Superseded values are not recommended for survey control.
 KJ0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0511.See file dsdata.txt to determine how the superseded data were derived.
 KJ0511
 KJ0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD1174947453(NAD 83)
 KJ0511_MARKER: Z = SEE DESCRIPTION
 KJ0511_SETTING: 0 = UNSPECIFIED SETTING
 KJ0511
 KJ0511  HISTORY     - Date     Condition        Report By
 KJ0511  HISTORY     - 1970     MONUMENTED       USGS
 KJ0511
 KJ0511                          STATION DESCRIPTION
 KJ0511
 KJ0511'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (WAK)
 KJ0511'STATION IS LOCATED ON THE OUTSKIRTS OF LIMON,
 KJ0511'COLORADO.  APPROXIMATELY 0.5 MILE NORTHWEST OF THE HEART OF
 KJ0511'TOWN.  ABOUT 1300 FEET NORTHWEST OF THE STATE WEIGHING STATION
 KJ0511'ON U.S. HIGHWAY 24.  ABOUT 900 FEET NORTH-NORTHEAST OF THE
 KJ0511'CENTERLINE OF THE NORTH LANE OF U.S. HIGHWAY 24.  5 FEET SOUTH OF
 KJ0511'A USGS WITNESS SIGN ON THE HIGHEST PART OF A RIDGE ON LAND OWNED
 KJ0511'BY MR. GEORGE BASKETT, LIMON, COLORADO.
 KJ0511'
 KJ0511'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 24
 KJ0511'AND STATE HIGHWAY 71 SOUTH IN LIMON, COLORADO, PROCEED WEST ON
 KJ0511'U.S. HIGHWAY 24 FOR 0.15 MILE TO K-STREET NORTH.  TURN NORTH ON
 KJ0511'K-STREET FOR 0.4 MILE THENCE LEFT (WEST) FOR 0.15 MILE TO A
 KJ0511'WIRE GATE IN A NORTH-SOUTH FENCE LINE AT FENCE CORNER.  PASS
 KJ0511'THROUGH GATE AND FOLLOW ALONG NORTH SIDE OF FENCE FOR 0.1 MILE
 KJ0511'TO FENCE CORNER.  AT THIS POINT PROCEED IN A SOUTHWESTERLY
 KJ0511'DIRECTION FOR APPROXIMATELY 0.2 MILE TO HIGHEST POINT OF RIDGE AND
 KJ0511'STATION SITE.
 KJ0511'
 KJ0511'ALL MARKS ARE USGS BRASS TABLETS SOLDERED TO COPPER COATED STEEL
 KJ0511'RODS CENTERED IN TILE 6 INCHES IN DIAMETER AND 12 INCHES LONG
 KJ0511'FILLED WITH GRAVEL AND SET FLUSH WITH GROUND SURFACE.
 KJ0511'
 KJ0511'STATION MARK IS A ROD DRIVEN 8 FEET TO REFUSAL.  TABLET
 KJ0511'STAMPED LIMON ET 1970.
 KJ0511'
 KJ0511'REFERENCE MARK NO. 1 IS A ROD DRIVEN 6 FEET TO REFUSAL.  TABLET
 KJ0511'STAMPED LIMON ET 1 1970.
 KJ0511'
 KJ0511'REFERENCE MARK NO. 2 IS A ROD DRIVEN 7 FEET TO REFUSAL.  TABLET
 KJ0511'STAMPED LIMON ET 2 1970.
 KJ0511'
 KJ0511'STATION DUNE ET 1970 IS VISIBLE FROM THE GROUND AT THIS STATION
 KJ0511'AND WILL SERVE AS THE AZIMUTH MARK.
 KJ0511'
 KJ0511'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0535 ***********************************************************************
 KJ0535  DESIGNATION -  LIMON ATT RELAY TOWER
 KJ0535  PID         -  KJ0535
 KJ0535  STATE/COUNTY-  CO/ELBERT
 KJ0535  USGS QUAD   -  RIVER BEND (1970)
 KJ0535
 KJ0535                         *CURRENT SURVEY CONTROL
 KJ0535  ___________________________________________________________________
 KJ0535* NAD 83(1992)-  39 22 12.98721(N)    103 48 04.51775(W)     ADJUSTED  
 KJ0535* NAVD 88     -                                                        
 KJ0535  ___________________________________________________________________
 KJ0535  LAPLACE CORR-          -4.18  (seconds)                    DEFLEC99
 KJ0535  GEOID HEIGHT-         -19.29  (meters)                     GEOID03
 KJ0535
 KJ0535  HORZ ORDER  -  THIRD
 KJ0535
 KJ0535.The horizontal coordinates were established by classical geodetic methods
 KJ0535.and adjusted by the National Geodetic Survey in January 1993..
 KJ0535
 KJ0535
 KJ0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0535
 KJ0535.The geoid height was determined by GEOID03.
 KJ0535
 KJ0535;                    North         East     Units Scale Factor Converg.
 KJ0535;SPC CO C     -   476,782.297 1,060,771.645   MT  0.99994692   +1 04 17.0
 KJ0535;SPC CO C     - 1,564,243.25  3,480,214.97   sFT  0.99994692   +1 04 17.0
 KJ0535;SPC CO N     -   310,304.414 1,060,789.815   MT  1.00007394   +1 05 51.4
 KJ0535;SPC CO N     - 1,018,057.06  3,480,274.58   sFT  1.00007394   +1 05 51.4
 KJ0535;UTM  13      - 4,358,552.880   603,259.739   MT  0.99973128   +0 45 37.7
 KJ0535
 KJ0535                          SUPERSEDED SURVEY CONTROL
 KJ0535
 KJ0535  NAD 83(1986)-  39 22 12.98129(N)    103 48 04.51313(W) AD(       ) 4
 KJ0535  NAD 27      -  39 22 13.04225(N)    103 48 02.66314(W) AD(       ) 3
 KJ0535
 KJ0535.Superseded values are not recommended for survey control.
 KJ0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0535.See file dsdata.txt to determine how the superseded data were derived.
 KJ0535
 KJ0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD0326058553(NAD 83)
 KJ0535_MARKER: 55 = TOWER
 KJ0535
 KJ0535  HISTORY     - Date     Condition        Report By
 KJ0535  HISTORY     - 1960     FIRST OBSERVED   CGS
 KJ0535
 KJ0535                          STATION DESCRIPTION
 KJ0535
 KJ0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KJ0535'THE STATION IS LOCATED ABOUT 10 MILES NORTHWEST OF LIMON, 5.5
 KJ0535'MILES NORTH OF RIVER BEND AND 9.5 MILES SOUTHEAST OF AGATE ON A
 KJ0535'PROMINENT RIDGE.  IT IS THE CENTER OF A 4 LEGGED STEEL TOWER
 KJ0535'THAT SUPPORTS SOME LARGE METAL REFLECTORS AND HAS AN OVERALL
 KJ0535'HEIGHT OF APPROXIMATELY 100 FEET.
 KJ0535'
 KJ0535'TO REACH THE STATION FROM THE HIGHWAY INTERCHANGE, 0.3 MILE EAST
 KJ0535'OF THE POST OFFICE IN AGATE, GO SOUTHEAST ON U.S. HIGHWAYS 287
 KJ0535'AND 40 FOR 10.5 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO
 KJ0535'NORTH-NORTHEAST FOR 1.0 MILE TO A GATE, PASS THROUGH GATE AND
 KJ0535'CONTINUE NORTH-NORTHEAST FOR 2.5 MILES TO ANOTHER GATE, TURN
 KJ0535'SHARP RIGHT AND GO SOUTH FOR 0.2 MILE TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0588 ***********************************************************************
 KJ0588  FBN         -  This is a Federal Base Network Control Station.
 KJ0588  PACS        -  This is a Primary Airport Control Station.
 KJ0588  DESIGNATION -  LIMON CBL 0
 KJ0588  PID         -  KJ0588
 KJ0588  STATE/COUNTY-  CO/LINCOLN
 KJ0588  USGS QUAD   -  LIMON (1970)
 KJ0588
 KJ0588                         *CURRENT SURVEY CONTROL
 KJ0588  ___________________________________________________________________
 KJ0588* NAD 83(1992)-  39 16 06.25852(N)    103 39 50.67956(W)     ADJUSTED  
 KJ0588* NAVD 88     -      1629.96   (meters)    5347.6    (feet)  GPS OBS   
 KJ0588  ___________________________________________________________________
 KJ0588  X           -  -1,168,333.555 (meters)                     COMP
 KJ0588  Y           -  -4,805,789.398 (meters)                     COMP
 KJ0588  Z           -   4,016,449.442 (meters)                     COMP
 KJ0588  LAPLACE CORR-          -4.94  (seconds)                    DEFLEC99
 KJ0588  ELLIP HEIGHT-        1610.19  (meters)          (09/24/02) GPS OBS
 KJ0588  GEOID HEIGHT-         -19.77  (meters)                     GEOID03
 KJ0588
 KJ0588  HORZ ORDER  -  B
 KJ0588  ELLP ORDER  -  THIRD     CLASS I
 KJ0588
 KJ0588.This mark is at Limon Municipal Aiport Airport (LIC)
 KJ0588
 KJ0588.The horizontal coordinates were established by GPS observations
 KJ0588.and adjusted by the National Geodetic Survey in May 1992..
 KJ0588
 KJ0588.The orthometric height was determined by GPS observations and a
 KJ0588.high-resolution geoid model.
 KJ0588
 KJ0588.GPS derived orthometric heights for airport stations designated as
 KJ0588.PACS or SACS are published to 2 decimal places.  This maintains
 KJ0588.centimeter relative accuracy between the PACS and SACS.  It does
 KJ0588.not indicate centimeter accuracy relative to other marks which are
 KJ0588.part of the NAVD 88 network.
 KJ0588
 KJ0588.Photographs are available for this station.
 KJ0588
 KJ0588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KJ0588
 KJ0588.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0588
 KJ0588.The ellipsoidal height was determined by GPS observations
 KJ0588.and is referenced to NAD 83.
 KJ0588
 KJ0588.The geoid height was determined by GEOID03.
 KJ0588
 KJ0588;                    North         East     Units Scale Factor Converg.
 KJ0588;SPC CO C     -   465,705.522 1,072,818.299   MT  0.99994016   +1 09 28.4
 KJ0588;SPC CO C     - 1,527,902.20  3,519,738.04   sFT  0.99994016   +1 09 28.4
 KJ0588;UTM  13      - 4,347,412.953   615,243.635   MT  0.99976353   +0 50 44.4
 KJ0588
 KJ0588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0588!SPC CO C     -   0.99974744  x   0.99994016  =   0.99968761
 KJ0588!UTM  13      -   0.99974744  x   0.99976353  =   0.99951103
 KJ0588
 KJ0588:                Primary Azimuth Mark                     Grid Az
 KJ0588:SPC CO C     -  LIMON CBL 1400                           348 24 58.4
 KJ0588:UTM  13      -  LIMON CBL 1400                           348 43 42.4
 KJ0588
 KJ0588|---------------------------------------------------------------------|
 KJ0588| PID    Reference Object                     Distance      Geod. Az  |
 KJ0588|                                                           dddmmss.s |
 KJ0588| KJ0594 LIMON CBL 1400                      APPROX. 1.4 KM 3493426.8 |
 KJ0588| KJ0593 LIMON CBL 400                       400.097 METERS 3493427.2 |
 KJ0588|---------------------------------------------------------------------|
 KJ0588
 KJ0588                          SUPERSEDED SURVEY CONTROL
 KJ0588
 KJ0588  NAD 83(1986)-  39 16 06.25245(N)    103 39 50.67584(W) AD(       ) 3
 KJ0588  ELLIP H (05/26/92) 1610.19   (m)                       GP(       ) 4 1
 KJ0588  NGVD 29 (06/11/92) 1629.1    (m)         5345.     (f) GPS OBS        
 KJ0588
 KJ0588.Superseded values are not recommended for survey control.
 KJ0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0588.See file dsdata.txt to determine how the superseded data were derived.
 KJ0588
 KJ0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD1524447413(NAD 83)
 KJ0588_MARKER: DQ = CALIBRATION BASE LINE DISK
 KJ0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0588_SP_SET: CONCRETE POST
 KJ0588_STAMPING: 0 M 1989
 KJ0588_MARK LOGO: NGS   
 KJ0588_PROJECTION: FLUSH
 KJ0588_MAGNETIC: N = NO MAGNETIC MATERIAL
 KJ0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0588+STABILITY: SURFACE MOTION
 KJ0588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0588+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2001
 KJ0588
 KJ0588  HISTORY     - Date     Condition        Report By
 KJ0588  HISTORY     - 1989     MONUMENTED       NGS
 KJ0588  HISTORY     - 19910604 GOOD
 KJ0588  HISTORY     - 19920604 GOOD             NGS
 KJ0588  HISTORY     - 19920604 GOOD             CODH
 KJ0588  HISTORY     - 19920604 GOOD             NGS
 KJ0588  HISTORY     - 19930325 GOOD             NGS
 KJ0588  HISTORY     - 19930720 GOOD             CODOT
 KJ0588  HISTORY     - 19990407 GOOD             MSAM
 KJ0588  HISTORY     - 20010504 GOOD             CODOT
 KJ0588
 KJ0588                          STATION DESCRIPTION
 KJ0588
 KJ0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 KJ0588'STATION IS LOCATED ABOUT 2 KM (1.2 MI) EAST OF LIMON, 0.5 KM (0.3 MI)
 KJ0588'NORTHEAST OF INTERSTATE HIGHWAY 70, AT THE LIMON MUNICIPAL AIRPORT,
 KJ0588'NEAR THE SOUTHEAST CORNER OF RUNWAY 34, IN THE NORTHEAST 1/4 OF
 KJ0588'SECTION 16, T 9 S, R 56 W.  OWNERSHIP--CITY OF LIMON.  CONTACT KEN
 KJ0588'MORRISON, STATE DIVISION OF HIGHWAYS, LIMON ENGINEERING OFFICE,
 KJ0588'LIMON, CO.  PHONE IS 719-775-2871.
 KJ0588'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 70 AND US HIGHWAY 24
 KJ0588'(EXIT 361) ON THE EAST SIDE OF LIMON, GO EAST ON HIGHWAY 24 FOR 0.26
 KJ0588'KM (0.16 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, NORTH,
 KJ0588'ON WINDING ROAD FOR 0.10 KM (0.06 MI) TO A TAXIWAY ON THE RIGHT. TURN
 KJ0588'SHARP RIGHT, EAST, THEN NORTH, ON TAXIWAY FOR 0.29 KM (0.18 MI) TO A
 KJ0588'TAXIWAY.  TURN RIGHT, EAST, ON TAXIWAY, PASSING TO RIGHT OF RUNWAY
 KJ0588'END, FOR 0.09 KM (0.06 MI) TO THE STATION.
 KJ0588'STATION MARK IS SET IN THE TOP OF A 0.5 M (1.6 FT) ROUND CONCRETE POST
 KJ0588'1 CM BELOW GROUND.  IT IS 17.7 M (58.1 FT) SOUTHEAST OF THE SOUTHEAST
 KJ0588'CORNER OF THE RUNWAY, 15.3 M (50.2 FT) EAST OF THE EXTENDED EAST EDGE
 KJ0588'OF THE RUNWAY, 1.3 M (4.3 FT) EAST OF A FIBERGLASS WITNESS POST AND
 KJ0588'1.2 M (3.9 FT) WEST OF A FIBERGLASS WITNESS POST.
 KJ0588'DESCRIBED BY G.R.HEID
 KJ0588
 KJ0588                          STATION RECOVERY (1991)
 KJ0588
 KJ0588'RECOVERED 1991
 KJ0588'RECOVERED IN GOOD CONDITION.
 KJ0588
 KJ0588                          STATION RECOVERY (1992)
 KJ0588
 KJ0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 KJ0588'MARK IS A COMPONENT OF THE LIMON CALIBRATION BASE LINE, LOCATED ABOUT
 KJ0588'2.0 KM (1.2 MI) EAST OF THE CENTER OF LIMON AT THE LIMON MUNICIPAL
 KJ0588'AIRPORT, ALONG THE EAST EDGE OF RUNWAY 16-34.
 KJ0588'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 24/40/287 AND INTERSTATE
 KJ0588'HIGHWAY 70 (EXIT 361), LOCATED ON THE EAST SIDE OF LIMON, GO EAST ON
 KJ0588'U.S. HIGHWAY 24/40/287 FOR 0.5 KM (0.3 MI) TO THE INTERSECTION OF A
 KJ0588'DIRT ROAD ON THE LEFT LEADING TO THE LIMON STATE WAYSIDE PICNIC AREA.
 KJ0588'TURN LEFT AND GO NORTH ON THE DIRT ROAD FOR 0.1 KM (0.1 MI) TO A
 KJ0588'FIELD ON THE SOUTHEAST SIDE OF THE AIRPORT GROUNDS.  CONTINUE AHEAD
 KJ0588'INTO THE FIELD, BEARING SLIGHTLY LEFT, AND GO NORTHWEST FOR 0.13 KM
 KJ0588'(0.08 MI) TO THE MARK, JUST SOUTHEAST OF THE END OF RUNWAY 16-34.
 KJ0588'MARK IS SET IN THE TOP OF A 50 CM (20 IN) DIAMETER CONCRETE POST FLUSH
 KJ0588'WITH GROUND SURFACE.  IT IS 17.7 M (58.1 FT) SOUTHEAST OF THE
 KJ0588'SOUTHEAST CORNER OF RUNWAY 16-34, 13.6 M (44.6 FT) SOUTHEAST OF THE
 KJ0588'EASTERNMOST RUNWAY LIGHT, 1.2 M (3.9 FT) EAST OF A FIBERGLASS WITNESS
 KJ0588'POST AND 1.2 M (3.9 FT) WEST OF A FIBERGLASS WITNESS POST.
 KJ0588'FOR MORE INFORMATION CONTACT MR. JOSEPH CONWAY, COLORADO DEPARTMENT OF
 KJ0588'TRANSPORTATION, DISTRICT I - CONSTRUCTION, 18500 EAST COLFAX AVENUE,
 KJ0588'AURORA, CO 80011.  TELEPHONE (303) 757-9744.  OR CONTACT MR. KEN
 KJ0588'MORRISON OR MR. SCOTT KIMBLE, COLORADO DEPARTMENT OF TRANSPORTATION,
 KJ0588'DISTRICT I, 401 A AVENUE, LIMON, CO 80828.  TELEPHONE (719) 775-2871.
 KJ0588'OR CONTACT MR. RICHARD COHEN, NOAA, RC 325 BROADWAY, BOULDER, CO
 KJ0588'80303.  TELEPHONE (303) 497-6530.
 KJ0588
 KJ0588                          STATION RECOVERY (1992)
 KJ0588
 KJ0588'RECOVERY NOTE BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1992 (JPC)
 KJ0588'STATION IS LOCATED ABOUT 1.2 MI (1.9 KM) EAST OF LIMON, 0.3 MI (0.5
 KJ0588'KM) NORTHEAST OF INTERSTATE 70, AT THE LIMON MUNICIPAL AIRPORT, NEAR
 KJ0588'THE SOUTHEAST CORNER OF RUNWAY 34, IN THE NORTHEAST 1/4 OF SECTION 16,
 KJ0588'T 9 S, R 56 W.  OWNERSHIP--CITY OF LIMON.
 KJ0588' 
 KJ0588'TO REACH FROM THE JUNCTION OF INTERSTATE 70 AND U.S. HIGHWAY 24 (EXIT
 KJ0588'361) ON THE EAST SIDE OF LIMON, GO EAST ON HIGHWAY 24 FOR 0.16 MI
 KJ0588'(0.26 KM) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT, NORTH, ON
 KJ0588'WINDING ROAD FOR 0.06 MI (0.10 KM) TO A TAXIWAY ON THE RIGHT. TURN
 KJ0588'SHARP RIGHT, EAST, THEN NORTH, ON TAXIWAY FOR 0.18 MI (0.29 KM) TO A
 KJ0588'TAXIWAY. TURN RIGHT, EAST, ON TAXIWAY, PASSING TO RIGHT OF RUNWAY END,
 KJ0588'FOR 0.06 MI (0.10 KM) TO THE STATION.
 KJ0588' 
 KJ0588'STATION MARK IS SET IN THE TOP OF A 1.6 FT (0.5 M) ROUND CONCRETE POST
 KJ0588'0.03 FT (0.01 M) BELOW THE GROUND.  IT IS 58.1 FT (17.7 M)  SOUTHEAST
 KJ0588'OF THE SOUTHEAST CORNER OF THE RUNWAY, 50.2 FT (15.3 M)  EAST OF THE
 KJ0588'EXTENDED EAST EDGE OF THE RUNWAY, 4.3 FT (1.3 M) EAST OF A FIBERGLASS
 KJ0588'WITNESS POST, AND 3.9 FT (1.2 M) WEST OF A FIBERGLASS WITNESS POST.
 KJ0588' 
 KJ0588'DESCRIPTION FROM G.R. HEID
 KJ0588
 KJ0588                          STATION RECOVERY (1992)
 KJ0588
 KJ0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (CRG)
 KJ0588'MARK IS A COMPONENT OF THE LIMON CALIBRATION BASE LINE, LOCATED ABOUT
 KJ0588'2.0 KM (1.2 MI) EAST OF THE CENTER OF LIMON AT THE LIMON MUNICIPAL
 KJ0588'AIRPORT, ALONG THE EAST EDGE OF RUNWAY 16-34. TO REACH FROM THE
 KJ0588'JUNCTION OF U.S. HIGHWAY 24/40/287 AND INTERSTATE HIGHWAY 70 (EXIT
 KJ0588'361), LOCATED ON THE EAST SIDE OF LIMON, GO EAST ON U.S. HIGHWAY
 KJ0588'24/40/287 FOR 0.5 KM (0.3 MI) TO THE INTERSECTION OF A DIRT ROAD ON
 KJ0588'THE LEFT LEADING TO THE LIMON STATE WAYSIDE PICNIC AREA. TURN LEFT AND
 KJ0588'GO NORTH ON THE DIRT ROAD FOR 0.1 KM (0.1 MI) TO A FIELD ON THE
 KJ0588'SOUTHEAST SIDE OF THE AIRPORT GROUNDS.  CONTINUE AHEAD INTO THE FIELD,
 KJ0588'BEARING SLIGHTLY LEFT, AND GO NORTHWEST FOR 0.13 KM (0.08 MI) TO THE
 KJ0588'MARK, JUST SOUTHEAST OF THE END OF RUNWAY 16-34. MARK IS SET IN THE
 KJ0588'TOP OF A 50 CM (20 IN) DIAMETER CONCRETE POST FLUSH WITH GROUND
 KJ0588'SURFACE.  IT IS 17.7 M (58.1 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 KJ0588'RUNWAY 16-34, 13.6 M (44.6 FT) SOUTHEAST OF THE EASTERNMOST RUNWAY
 KJ0588'LIGHT, 1.2 M (3.9 FT) EAST OF A FIBERGLASS WITNESS POST AND 1.2 M (3.9
 KJ0588'FT) WEST OF A FIBERGLASS WITNESS POST. FOR MORE INFORMATION CONTACT
 KJ0588'MR. JOSEPH CONWAY, COLORADO DEPARTMENT OF TRANSPORTATION, DISTRICT I -
 KJ0588'CONSTRUCTION, 18500 EAST COLFAX AVENUE, AURORA, CO 80011.  CONTACT MR.
 KJ0588'KEN MORRISON OR MR. SCOTT KIMBLE, COLORADO DEPARTMENT OF
 KJ0588'TRANSPORTATION, DISTRICT I, 401 A AVENUE, LIMON, CO 80828. OR CONTACT
 KJ0588'MR. RICHARD COHEN, NOAA, RC 325 BROADWAY, BOULDER, CO 80303.
 KJ0588
 KJ0588                          STATION RECOVERY (1993)
 KJ0588
 KJ0588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RSC)
 KJ0588'RECOVERED AS DESCRIBED.
 KJ0588
 KJ0588                          STATION RECOVERY (1993)
 KJ0588
 KJ0588'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1993 (KAW)
 KJ0588'RECOVERED AS DESCRIBED.
 KJ0588
 KJ0588                          STATION RECOVERY (1999)
 KJ0588
 KJ0588'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 KJ0588'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) EAST OF LIMON, NORTHEAST
 KJ0588'OF INTERSTATE HIGHWAY 70, AT THE LIMON MUNICIPAL AIRPORT.  IT IS NORTH
 KJ0588'OF US HIGHWAY 24 AND EAST OF RUNWAY 16-34.  ACCESS ON THE AIRPORT IS
 KJ0588'NOT CONTROLLED, CONTACT THE AIRPORT MANAGER DAVE STONE TELEPHONE
 KJ0588'719-775-2346.  OWNERSHIP--LIMON MUNICIPAL AIRPORT
 KJ0588'TO REACH THE STATION FROM INTERSTATE HIGHWAY 70 AT EXIT 361 (LIMON) GO
 KJ0588'NORTH ON US HIGHWAY 24 FOR 0.2 MI (0.3 KM) TO A SIDE ROAD LEFT, THE
 KJ0588'ENTRANCE TO THE AIRPORT.  TURN LEFT, NORTHWEST, FOR 0.15 MI (0.24 KM)
 KJ0588'TO A CONCRETE APRON.  TURN RIGHT, EAST, ACROSS THE APRON AND THE SOUTH
 KJ0588'END OF RUNWAY 16-34 FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT
 KJ0588'THE MARK IS A BRASS NGS CALIBRATION BASE LINE DISK SET IN THE TOP
 KJ0588'CENTER OF A 50 CM ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 KJ0588'49.3 M (161.7 FT) WEST OF A FENCE, 17.7 M (58.1 FT) SOUTHEAST OF THE
 KJ0588'SOUTHEAST CORNER OF RUNWAY 16-34, 13.6 M (44.6 FT) SOUTHEAST OF THE
 KJ0588'EASTERN MOST RUNWAY LIGHT, 1.2 M (3.9 FT) EAST OF A FIBERGLASS WITNESS
 KJ0588'POST AND 1.2 M (3.9 FT) WEST OF A FIBERGLASS WITNESS POST. THIS
 KJ0588'STATION IS DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION.
 KJ0588
 KJ0588                          STATION RECOVERY (2001)
 KJ0588
 KJ0588'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2001 (DAS)
 KJ0588'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1999 BY MSM.
 KJ0588' 
 KJ0588'D. STEWART, CDOT.
 KJ0588' 
 KJ0588'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0594 ***********************************************************************
 KJ0594  SACS        -  This is a Secondary Airport Control Station.
 KJ0594  DESIGNATION -  LIMON CBL 1400
 KJ0594  PID         -  KJ0594
 KJ0594  STATE/COUNTY-  CO/LINCOLN
 KJ0594  USGS QUAD   -  LIMON (1970)
 KJ0594
 KJ0594                         *CURRENT SURVEY CONTROL
 KJ0594  ___________________________________________________________________
 KJ0594* NAD 83(1992)-  39 16 50.90310(N)    103 40 01.24945(W)     ADJUSTED  
 KJ0594* NAVD 88     -      1637.97   (meters)    5373.9    (feet)  GPS OBS   
 KJ0594  ___________________________________________________________________
 KJ0594  X           -  -1,168,375.307 (meters)                     COMP
 KJ0594  Y           -  -4,804,888.460 (meters)                     COMP
 KJ0594  Z           -   4,017,520.604 (meters)                     COMP
 KJ0594  LAPLACE CORR-          -4.83  (seconds)                    DEFLEC99
 KJ0594  ELLIP HEIGHT-        1618.22  (meters)          (10/21/02) GPS OBS
 KJ0594  GEOID HEIGHT-         -19.74  (meters)                     GEOID03
 KJ0594
 KJ0594  HORZ ORDER  -  FIRST
 KJ0594  ELLP ORDER  -  FIFTH     CLASS I
 KJ0594
 KJ0594.This mark is at Limon Municipal Aiport Airport (LIC)
 KJ0594
 KJ0594.The horizontal coordinates were established by GPS observations
 KJ0594.and adjusted by the National Geodetic Survey in June 2000..
 KJ0594
 KJ0594.The orthometric height was determined by GPS observations and a
 KJ0594.high-resolution geoid model.
 KJ0594
 KJ0594.GPS derived orthometric heights for airport stations designated as
 KJ0594.PACS or SACS are published to 2 decimal places.  This maintains
 KJ0594.centimeter relative accuracy between the PACS and SACS.  It does
 KJ0594.not indicate centimeter accuracy relative to other marks which are
 KJ0594.part of the NAVD 88 network.
 KJ0594
 KJ0594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KJ0594
 KJ0594.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0594
 KJ0594.The ellipsoidal height was determined by GPS observations
 KJ0594.and is referenced to NAD 83.
 KJ0594
 KJ0594.The geoid height was determined by GEOID03.
 KJ0594
 KJ0594;                    North         East     Units Scale Factor Converg.
 KJ0594;SPC CO C     -   467,076.842 1,072,537.212   MT  0.99994082   +1 09 21.8
 KJ0594;SPC CO C     - 1,532,401.27  3,518,815.84   sFT  0.99994082   +1 09 21.8
 KJ0594;UTM  13      - 4,348,785.540   614,970.071   MT  0.99976275   +0 50 38.5
 KJ0594
 KJ0594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0594!SPC CO C     -   0.99974618  x   0.99994082  =   0.99968701
 KJ0594!UTM  13      -   0.99974618  x   0.99976275  =   0.99950899
 KJ0594
 KJ0594:                Primary Azimuth Mark                     Grid Az
 KJ0594:SPC CO C     -  LIMON CBL 0                              168 24 58.3
 KJ0594:UTM  13      -  LIMON CBL 0                              168 43 41.6
 KJ0594
 KJ0594|---------------------------------------------------------------------|
 KJ0594| PID    Reference Object                     Distance      Geod. Az  |
 KJ0594|                                                           dddmmss.s |
 KJ0594| KJ0588 LIMON CBL 0                         APPROX. 1.4 KM 1693420.1 |
 KJ0594|---------------------------------------------------------------------|
 KJ0594
 KJ0594                          SUPERSEDED SURVEY CONTROL
 KJ0594
 KJ0594  ELLIP H (06/30/00) 1618.23   (m)                       GP(       ) 1 1
 KJ0594  NAD 83(1992)-  39 16 50.90309(N)    103 40 01.24933(W) AD(       ) 1
 KJ0594  ELLIP H (07/20/95) 1618.23   (m)                       GP(       ) 4 1
 KJ0594
 KJ0594.Superseded values are not recommended for survey control.
 KJ0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0594.See file dsdata.txt to determine how the superseded data were derived.
 KJ0594
 KJ0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD1497048786(NAD 83)
 KJ0594_MARKER: DQ = CALIBRATION BASE LINE DISK
 KJ0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0594_SP_SET: CONCRETE POST
 KJ0594_STAMPING: 1400 M 1989
 KJ0594_MARK LOGO: NGS   
 KJ0594_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KJ0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0594+STABILITY: SURFACE MOTION
 KJ0594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0594+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1999
 KJ0594
 KJ0594  HISTORY     - Date     Condition        Report By
 KJ0594  HISTORY     - 1989     MONUMENTED       NGS
 KJ0594  HISTORY     - 19920604 GOOD             NGS
 KJ0594  HISTORY     - 19920604 GOOD             NGS
 KJ0594  HISTORY     - 19930331 GOOD             CODH
 KJ0594  HISTORY     - 19990407 GOOD             MSAM
 KJ0594
 KJ0594                          STATION DESCRIPTION
 KJ0594
 KJ0594'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 KJ0594'MARK IS A COMPONENT OF THE LIMON CALIBRATION BASE LINE, LOCATED ABOUT
 KJ0594'2.0 KM (1.2 MI) EAST OF THE CENTER OF LIMON AT THE LIMON MUNICIPAL
 KJ0594'AIRPORT, ALONG THE EAST EDGE OF RUNWAY 16-34.
 KJ0594'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 24/40/287 AND INTERSTATE
 KJ0594'HIGHWAY 70 (EXIT 361), LOCATED ON THE EAST SIDE OF LIMON, GO EAST ON
 KJ0594'U.S. HIGHWAY 24/40/287 FOR 0.5 KM (0.3 MI) TO THE INTERSECTION OF A
 KJ0594'DIRT ROAD ON THE LEFT LEADING TO THE LIMON STATE WAYSIDE PICNIC AREA.
 KJ0594'TURN LEFT AND GO NORTH ON THE DIRT ROAD FOR 0.1 KM (0.1 MI) TO A
 KJ0594'FIELD ON THE SOUTHEAST SIDE OF THE AIRPORT GROUNDS.  CONTINUE AHEAD
 KJ0594'INTO THE FIELD, BEARING SLIGHTLY LEFT, AND GO NORTHWEST FOR 0.15 KM
 KJ0594'(0.09 MI) TO THE SOUTHEAST CORNER OF RUNWAY 16-34.  TURN RIGHT AND GO
 KJ0594'NORTH, PARALLELING THE EASTERN EDGE OF RUNWAY 16-34, FOR 1.4 KM
 KJ0594'(0.9 MI) TO THE MARK ON THE RIGHT.
 KJ0594'MARK IS SET IN THE TOP OF A 50 CM (20 IN) DIAMETER CONCRETE POST FLUSH
 KJ0594'WITH GROUND SURFACE.  IT IS 43.6 M (143.0 FT) SOUTH-SOUTHEAST OF THE
 KJ0594'NORTHEAST CORNER OF RUNWAY 16-34, 14.8 M (48.6 FT) EAST OF THE EAST
 KJ0594'EDGE OF RUNWAY 16-34, 1.2 M (3.9 FT) EAST OF A FIBERGLASS WITNESS
 KJ0594'POST AND 1.2 M (3.9 FT) WEST OF A FIBERGLASS WITNESS POST.
 KJ0594'FOR MORE INFORMATION CONTACT MR. JOSEPH CONWAY, COLORADO DEPARTMENT OF
 KJ0594'TRANSPORTATION, DISTRICT I - CONSTRUCTION, 18500 EAST COLFAX AVENUE,
 KJ0594'AURORA, CO 80011.  TELEPHONE (303) 757-9744.  OR CONTACT MR. KEN
 KJ0594'MORRISON OR MR. SCOTT KIMBLE, COLORADO DEPARTMENT OF TRANSPORTATION,
 KJ0594'DISTRICT I, 401 A AVENUE, LIMON, CO 80828.  TELEPHONE (719) 775-2871.
 KJ0594'OR CONTACT MR. RICHARD COHEN, NOAA, RC 325 BROADWAY, BOULDER, CO
 KJ0594'80303.  TELEPHONE (303) 497-6530.
 KJ0594
 KJ0594                          STATION RECOVERY (1992)
 KJ0594
 KJ0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (CRG)
 KJ0594'MARK IS A COMPONENT OF THE LIMON CALIBRATION BASE LINE, LOCATED ABOUT
 KJ0594'2.0 KM (1.2 MI) EAST OF THE CENTER OF LIMON AT THE LIMON MUNICIPAL
 KJ0594'AIRPORT, ALONG THE EAST EDGE OF RUNWAY 16-34. TO REACH FROM THE
 KJ0594'JUNCTION OF U.S. HIGHWAY 24/40/287 AND INTERSTATE HIGHWAY 70 (EXIT
 KJ0594'361), LOCATED ON THE EAST SIDE OF LIMON, GO EAST ON U.S. HIGHWAY
 KJ0594'24/40/287 FOR 0.5 KM (0.3 MI) TO THE INTERSECTION OF A DIRT ROAD ON
 KJ0594'THE LEFT LEADING TO THE LIMON STATE WAYSIDE PICNIC AREA. TURN LEFT AND
 KJ0594'GO NORTH ON THE DIRT ROAD FOR 0.1 KM (0.1 MI) TO A FIELD ON THE
 KJ0594'SOUTHEAST SIDE OF THE AIRPORT GROUNDS.  CONTINUE AHEAD INTO THE FIELD,
 KJ0594'BEARING SLIGHTLY LEFT, AND GO NORTHWEST FOR 0.15 KM (0.09 MI) TO THE
 KJ0594'SOUTHEAST CORNER OF RUNWAY 16-34.  TURN RIGHT AND GO NORTH,
 KJ0594'PARALLELING THE EASTERN EDGE OF RUNWAY 16-34, FOR 1.4 KM (0.9 MI) TO
 KJ0594'THE MARK ON THE RIGHT. MARK IS SET IN THE TOP OF A 50 CM (20 IN)
 KJ0594'DIAMETER CONCRETE POST FLUSH WITH GROUND SURFACE.  IT IS 43.6 M (143.0
 KJ0594'FT) SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF RUNWAY 16-34, 14.8 M
 KJ0594'(48.6 FT) EAST OF THE EAST EDGE OF RUNWAY 16-34, 1.2 M (3.9 FT) EAST
 KJ0594'OF A FIBERGLASS WITNESS POST AND 1.2 M (3.9 FT) WEST OF A FIBERGLASS
 KJ0594'WITNESS POST. FOR MORE INFORMATION CONTACT MR. JOSEPH CONWAY, COLORADO
 KJ0594'DEPARTMENT OF TRANSPORTATION, DISTRICT I - CONSTRUCTION, 18500 EAST
 KJ0594'COLFAX AVENUE, AURORA, CO 80011.  CONTACT MR. KEN MORRISON OR MR.
 KJ0594'SCOTT KIMBLE, COLORADO DEPARTMENT OF TRANSPORTATION, DISTRICT I, 401 A
 KJ0594'AVENUE, LIMON, CO 80828. OR CONTACT MR. RICHARD COHEN, NOAA, RC 325
 KJ0594'BROADWAY, BOULDER, CO 80303.
 KJ0594
 KJ0594                          STATION RECOVERY (1993)
 KJ0594
 KJ0594'RECOVERY NOTE BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1993 (KAW)
 KJ0594'STATION IS LOCATED ABOUT 1.2 MI (1.9 KM) EAST OF LIMON, 0.5 MI (0.8
 KJ0594'KM) NORTHEAST OF INTERSTATE 70, AT THE LIMON MUNICIPAL AIRPORT, NEAR
 KJ0594'THE NORTHEAST CORNER OF RUNWAY 16, IN THE SOUTHEAST CORNER OF SECTION
 KJ0594'9, T 9 S, R 56 W.  OWNERSHIP--CITY OF LIMON. CONTACT KEN MORRISON,
 KJ0594'COLORADO DEPARTMENT OF TRANSPORTATION, LIMON RESIDENCY, LIMON, CO.
 KJ0594'PHONE 719-775-2871. TO REACH THE STATION FROM THE JUNCTION OF
 KJ0594'INTERSTATE 70 AND US HIGHWAY 24 (EXIT 361) ON THE EAST SIDE OF LIMON,
 KJ0594'GO EAST ON HIGHWAY 24 FOR 0.15 MI (0.24 KM) TO THE AIRPORT ENTRANCE ON
 KJ0594'THE LEFT. TURN LEFT, NORTH, ON WINDING ROAD FOR 0.05 MI (0.08 KM) TO A
 KJ0594'TAXIWAY ON THE RIGHT. TURN SHARP RIGHT, EAST, THEN NORTH, ON TAXIWAY
 KJ0594'FOR 0.2 MI (0.3 KM) TO A TAXIWAY.  TURN RIGHT, EAST, ON TAXIWAY,
 KJ0594'PASSING TO RIGHT OF RUNWAY END, FOR 0.05 MI (0.08 KM) , TURN LEFT,
 KJ0594'NORTHWEST, ALONG EDGE OF RUNWAY FOR 0.9 MI (1.4 KM) TO THE STATION ON
 KJ0594'THE RIGHT. THE STATION MARK IS BRASS CALIBRATION BASELINE DISK SET IN
 KJ0594'THE TOP OF AN 18 IN DIAMETER MASS OF CONCRETE SET FLUSH WITH THE
 KJ0594'GROUND.  IT IS 143 FT (43.6 M) SOUTHEAST OF THE NORTHEAST CORNER OF
 KJ0594'LIMON AIRPORT RUNWAY, 48 FT (14.6 M) EAST-NORTHEAST OF THE EDGE OF THE
 KJ0594'RUNWAY, 4.0 FT (1.2 M) EAST OF A NGS FIBERGLASS WITNESS POST AND 4.0
 KJ0594'FT (1.2 M) SOUTHWEST OF A NGS FIBERGLASS WITNESS POST. DESCRIPTION BY
 KJ0594'K.A. WILLIAMS, CDOT
 KJ0594
 KJ0594                          STATION RECOVERY (1999)
 KJ0594
 KJ0594'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 KJ0594'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) EAST OF LIMON, NORTHEAST
 KJ0594'OF INTERSTATE HIGHWAY 70, AT THE LIMON MUNICIPAL AIRPORT.  IT IS NORTH
 KJ0594'OF US HIGHWAY 24 AND EAST OF RUNWAY 16-34.  ACCESS ON THE AIRPORT IS
 KJ0594'NOT CONTROLLED, CONTACT THE AIRPORT MANAGER DAVE STONE TELEPHONE
 KJ0594'719-775-2346.  OWNERSHIP--LIMON MUNICIPAL AIRPORT
 KJ0594'TO REACH THE STATION FROM INTERSTATE HIGHWAY 70 AT EXIT 361 (LIMON) GO
 KJ0594'NORTH ON US HIGHWAY 24 FOR 0.2 MI (0.3 KM) TO A SIDE ROAD LEFT, THE
 KJ0594'ENTRANCE TO THE AIRPORT.  TURN LEFT, NORTHWEST, FOR 0.15 MI (0.24 KM)
 KJ0594'TO A CONCRETE APRON.  TURN RIGHT, EAST, ACROSS THE APRON FOR 0.1 MI
 KJ0594'(0.2 KM) TO THE EAST EDGE OF RUNWAY 16-34.  TURN LEFT, NORTH, ALONG
 KJ0594'THE EAST EDGE OF THE RUNWAY FOR 0.85 MI (1.37 KM) TO THE STATION ON
 KJ0594'THE RIGHT
 KJ0594'THE MARK IS A BRASS NGS CALIBRATION BASE LINE DISK SET IN THE TOP
 KJ0594'CENTER OF A 50 CM ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 KJ0594'54.  M (177.2 FT) WEST OF A FENCE, 43.6 M (143.0 FT) SOUTH-SOUTHEAST
 KJ0594'OF THE NORTHEAST CORNER OF RUNWAY 16-34, 14.8 M (48.6 FT) EAST OF THE
 KJ0594'EAST EDGE OF RUNWAY 16-34, 1.2 M (3.9 FT) EAST OF A FIBERGLASS WITNESS
 KJ0594'POST AND 1.2 M (3.9 FT) WEST OF A FIBERGLASS WITNESS POST. THIS
 KJ0594'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0593 ***********************************************************************
 KJ0593  SACS        -  This is a Secondary Airport Control Station.
 KJ0593  DESIGNATION -  LIMON CBL 400
 KJ0593  PID         -  KJ0593
 KJ0593  STATE/COUNTY-  CO/LINCOLN
 KJ0593  USGS QUAD   -  LIMON (1970)
 KJ0593
 KJ0593                         *CURRENT SURVEY CONTROL
 KJ0593  ___________________________________________________________________
 KJ0593* NAD 83(1992)-  39 16 19.01801(N)    103 39 53.70003(W)     ADJUSTED  
 KJ0593* NAVD 88     -      1631.69   (meters)    5353.3    (feet)  GPS OBS   
 KJ0593  ___________________________________________________________________
 KJ0593  X           -  -1,168,345.392 (meters)                     COMP
 KJ0593  Y           -  -4,805,531.516 (meters)                     COMP
 KJ0593  Z           -   4,016,755.249 (meters)                     COMP
 KJ0593  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 KJ0593  ELLIP HEIGHT-        1611.93  (meters)          (10/21/02) GPS OBS
 KJ0593  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 KJ0593
 KJ0593  HORZ ORDER  -  FIRST
 KJ0593  ELLP ORDER  -  FIFTH     CLASS I
 KJ0593
 KJ0593.This mark is at Limon Municipal Aiport Airport (LIC)
 KJ0593
 KJ0593.The horizontal coordinates were established by GPS observations
 KJ0593.and adjusted by the National Geodetic Survey in June 2000..
 KJ0593
 KJ0593.The orthometric height was determined by GPS observations and a
 KJ0593.high-resolution geoid model.
 KJ0593
 KJ0593.GPS derived orthometric heights for airport stations designated as
 KJ0593.PACS or SACS are published to 2 decimal places.  This maintains
 KJ0593.centimeter relative accuracy between the PACS and SACS.  It does
 KJ0593.not indicate centimeter accuracy relative to other marks which are
 KJ0593.part of the NAVD 88 network.
 KJ0593
 KJ0593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KJ0593
 KJ0593.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0593
 KJ0593.The ellipsoidal height was determined by GPS observations
 KJ0593.and is referenced to NAD 83.
 KJ0593
 KJ0593.The geoid height was determined by GEOID03.
 KJ0593
 KJ0593;                    North         East     Units Scale Factor Converg.
 KJ0593;SPC CO C     -   466,097.446 1,072,737.965   MT  0.99994035   +1 09 26.5
 KJ0593;SPC CO C     - 1,529,188.04  3,519,474.47   sFT  0.99994035   +1 09 26.5
 KJ0593;UTM  13      - 4,347,805.239   615,165.452   MT  0.99976330   +0 50 42.7
 KJ0593
 KJ0593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0593!SPC CO C     -   0.99974717  x   0.99994035  =   0.99968753
 KJ0593!UTM  13      -   0.99974717  x   0.99976330  =   0.99951053
 KJ0593
 KJ0593:                Primary Azimuth Mark                     Grid Az
 KJ0593:SPC CO C     -  LIMON CBL 0                              168 24 58.8
 KJ0593:UTM  13      -  LIMON CBL 0                              168 43 42.6
 KJ0593
 KJ0593|---------------------------------------------------------------------|
 KJ0593| PID    Reference Object                     Distance      Geod. Az  |
 KJ0593|                                                           dddmmss.s |
 KJ0593| KJ0588 LIMON CBL 0                         400.097 METERS 1693425.3 |
 KJ0593|---------------------------------------------------------------------|
 KJ0593
 KJ0593                          SUPERSEDED SURVEY CONTROL
 KJ0593
 KJ0593  ELLIP H (06/30/00) 1611.93   (m)                       GP(       ) 1 1
 KJ0593
 KJ0593.Superseded values are not recommended for survey control.
 KJ0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0593.See file dsdata.txt to determine how the superseded data were derived.
 KJ0593
 KJ0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD1516547805(NAD 83)
 KJ0593_MARKER: DQ = CALIBRATION BASE LINE DISK
 KJ0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0593_SP_SET: CONCRETE POST
 KJ0593_STAMPING: 400 M 1989
 KJ0593_MARK LOGO: NGS   
 KJ0593_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KJ0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0593+STABILITY: SURFACE MOTION
 KJ0593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0593+SATELLITE: SATELLITE OBSERVATIONS - April 07, 1999
 KJ0593
 KJ0593  HISTORY     - Date     Condition        Report By
 KJ0593  HISTORY     - 1989     MONUMENTED       NGS
 KJ0593  HISTORY     - 19920604 GOOD             NGS
 KJ0593  HISTORY     - 19920604 GOOD             NGS
 KJ0593  HISTORY     - 19990407 GOOD             MSAM
 KJ0593
 KJ0593                          STATION DESCRIPTION
 KJ0593
 KJ0593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 KJ0593'MARK IS A COMPONENT OF THE LIMON CALIBRATION BASE LINE, LOCATED ABOUT
 KJ0593'2.0 KM (1.2 MI) EAST OF THE CENTER OF LIMON AT THE LIMON MUNICIPAL
 KJ0593'AIRPORT, ALONG THE EAST EDGE OF RUNWAY 16-34.
 KJ0593'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 24/40/287 AND INTERSTATE
 KJ0593'HIGHWAY 70 (EXIT 361), LOCATED ON THE EAST SIDE OF LIMON, GO EAST ON
 KJ0593'U.S. HIGHWAY 24/40/287 FOR 0.5 KM (0.3 MI) TO THE INTERSECTION OF A
 KJ0593'DIRT ROAD ON THE LEFT LEADING TO THE LIMON STATE WAYSIDE PICNIC AREA.
 KJ0593'TURN LEFT AND GO NORTH ON THE DIRT ROAD FOR 0.1 KM (0.1 MI) TO A
 KJ0593'FIELD ON THE SOUTHEAST SIDE OF THE AIRPORT GROUNDS.  CONTINUE AHEAD
 KJ0593'INTO THE FIELD, BEARING SLIGHTLY LEFT, AND GO NORTHWEST FOR 0.15 KM
 KJ0593'(0.09 MI) TO THE SOUTHEAST CORNER OF RUNWAY 16-34.  TURN RIGHT AND GO
 KJ0593'NORTH, PARALLELING THE EASTERN EDGE OF RUNWAY 16-34, FOR 0.4 KM
 KJ0593'(0.2 MI) TO THE MARK ON THE RIGHT.
 KJ0593'MARK IS SET IN THE TOP OF A 55 CM (22 IN) DIAMETER CONCRETE POST FLUSH
 KJ0593'WITH GROUND SURFACE.  IT IS 15.1 M (49.5 FT) EAST OF THE EAST EDGE OF
 KJ0593'RUNWAY 16-34, 1.2 M (3.9 FT) EAST OF A FIBERGLASS WITNESS POST AND
 KJ0593'1.2 M (3.9 FT) WEST OF A FIBERGLASS WITNESS POST.
 KJ0593'FOR MORE INFORMATION CONTACT MR. JOSEPH CONWAY, COLORADO DEPARTMENT OF
 KJ0593'TRANSPORTATION, DISTRICT I - CONSTRUCTION, 18500 EAST COLFAX AVENUE,
 KJ0593'AURORA, CO 80011.  TELEPHONE (303) 757-9744.  OR CONTACT MR. KEN
 KJ0593'MORRISON OR MR. SCOTT KIMBLE, COLORADO DEPARTMENT OF TRANSPORTATION,
 KJ0593'DISTRICT I, 401 A AVENUE, LIMON, CO 80828.  TELEPHONE (719) 775-2871.
 KJ0593'OR CONTACT MR. RICHARD COHEN, NOAA, RC 325 BROADWAY, BOULDER, CO
 KJ0593'80303.  TELEPHONE (303) 497-6530.
 KJ0593
 KJ0593                          STATION RECOVERY (1992)
 KJ0593
 KJ0593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (CRG)
 KJ0593'MARK IS A COMPONENT OF THE LIMON CALIBRATION BASE LINE, LOCATED ABOUT
 KJ0593'2.0 KM (1.2 MI) EAST OF THE CENTER OF LIMON AT THE LIMON MUNICIPAL
 KJ0593'AIRPORT, ALONG THE EAST EDGE OF RUNWAY 16-34. TO REACH FROM THE
 KJ0593'JUNCTION OF U.S. HIGHWAY 24/40/287 AND INTERSTATE HIGHWAY 70 (EXIT
 KJ0593'361), LOCATED ON THE EAST SIDE OF LIMON, GO EAST ON U.S. HIGHWAY
 KJ0593'24/40/287 FOR 0.5 KM (0.3 MI) TO THE INTERSECTION OF A DIRT ROAD ON
 KJ0593'THE LEFT LEADING TO THE LIMON STATE WAYSIDE PICNIC AREA. TURN LEFT AND
 KJ0593'GO NORTH ON THE DIRT ROAD FOR 0.1 KM (0.1 MI) TO A FIELD ON THE
 KJ0593'SOUTHEAST SIDE OF THE AIRPORT GROUNDS.  CONTINUE AHEAD INTO THE FIELD,
 KJ0593'BEARING SLIGHTLY LEFT, AND GO NORTHWEST FOR 0.15 KM (0.09 MI) TO THE
 KJ0593'SOUTHEAST CORNER OF RUNWAY 16-34.  TURN RIGHT AND GO NORTH,
 KJ0593'PARALLELING THE EASTERN EDGE OF RUNWAY 16-34, FOR 0.4 KM (0.2 MI) TO
 KJ0593'THE MARK ON THE RIGHT. MARK IS SET IN THE TOP OF A 55 CM (22 IN)
 KJ0593'DIAMETER CONCRETE POST FLUSH WITH GROUND SURFACE.  IT IS 15.1 M (49.5
 KJ0593'FT) EAST OF THE EAST EDGE OF RUNWAY 16-34, 1.2 M (3.9 FT) EAST OF A
 KJ0593'FIBERGLASS WITNESS POST AND 1.2 M (3.9 FT) WEST OF A FIBERGLASS
 KJ0593'WITNESS POST. FOR MORE INFORMATION CONTACT MR. JOSEPH CONWAY, COLORADO
 KJ0593'DEPARTMENT OF TRANSPORTATION, DISTRICT I - CONSTRUCTION, 18500 EAST
 KJ0593'COLFAX AVENUE, AURORA, CO 80011.  CONTACT MR. KEN MORRISON OR MR.
 KJ0593'SCOTT KIMBLE, COLORADO DEPARTMENT OF TRANSPORTATION, DISTRICT I, 401 A
 KJ0593'AVENUE, LIMON, CO 80828. OR CONTACT MR. RICHARD COHEN, NOAA, RC 325
 KJ0593'BROADWAY, BOULDER, CO 80303.
 KJ0593
 KJ0593                          STATION RECOVERY (1999)
 KJ0593
 KJ0593'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 KJ0593'THE STATION IS LOCATED ABOUT 2 KM (1.25 MI) EAST OF LIMON, NORTHEAST
 KJ0593'OF INTERSTATE HIGHWAY 70, AT THE LIMON MUNICIPAL AIRPORT.  IT IS NORTH
 KJ0593'OF US HIGHWAY 24 AND EAST OF RUNWAY 16-34.  ACCESS ON THE AIRPORT IS
 KJ0593'NOT CONTROLLED, CONTACT THE AIRPORT MANAGER DAVE STONE TELEPHONE
 KJ0593'719-775-2346.  OWNERSHIP--LIMON MUNICIPAL AIRPORT
 KJ0593'TO REACH THE STATION FROM INTERSTATE HIGHWAY 70 AT EXIT 361 (LIMON) ,
 KJ0593'GO NORTH ON US HIGHWAY 24 FOR 0.2 MI (0.3 KM) TO A SIDE ROAD LEFT, THE
 KJ0593'ENTRANCE TO THE AIRPORT.  TURN LEFT, NORTHWEST, FOR 0.15 MI (0.24 KM)
 KJ0593'TO A CONCRETE APRON.  TURN RIGHT, EAST, ACROSS THE APRON FOR 0.1 MI
 KJ0593'(0.2 KM) TO THE EAST EDGE OF RUNWAY 16-34.  TURN LEFT, NORTH, ALONG
 KJ0593'THE EAST EDGE OF RUNWAY 16-34 FOR 0.25 MI (0.40 KM) TO THE STATION ON
 KJ0593'THE RIGHT
 KJ0593'THE MARK IS A BRASS NGS CALIBRATION BASELINE DISK SET IN THE TOP
 KJ0593'CENTER OF A 50 CM ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 KJ0593'51.2 M (168.0 FT) WEST OF A FENCE, 15.1 M (49.5 FT) EAST OF THE EAST
 KJ0593'EDGE OF RUNWAY 16-34, 1.2 M (3.9 FT) EAST OF A FIBERGLASS WITNESS POST
 KJ0593'AND 1.2 M (3.9 FT) WEST OF A FIBERGLASS WITNESS POST.  THIS STATION IS
 KJ0593'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0515 ***********************************************************************
 KJ0515  DESIGNATION -  LIMON RADIO MAST
 KJ0515  PID         -  KJ0515
 KJ0515  STATE/COUNTY-  CO/LINCOLN
 KJ0515  USGS QUAD   -  T DRAW (1970)
 KJ0515
 KJ0515                         *CURRENT SURVEY CONTROL
 KJ0515  ___________________________________________________________________
 KJ0515* NAD 83(1992)-  39 23 22.80288(N)    103 40 41.93783(W)     ADJUSTED  
 KJ0515* NAVD 88     -                                                        
 KJ0515  ___________________________________________________________________
 KJ0515  LAPLACE CORR-          -4.95  (seconds)                    DEFLEC99
 KJ0515  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 KJ0515
 KJ0515  HORZ ORDER  -  THIRD
 KJ0515
 KJ0515.The horizontal coordinates were established by classical geodetic methods
 KJ0515.and adjusted by the National Geodetic Survey in January 1993..
 KJ0515
 KJ0515
 KJ0515.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0515
 KJ0515.The geoid height was determined by GEOID03.
 KJ0515
 KJ0515;                    North         East     Units Scale Factor Converg.
 KJ0515;SPC CO C     -   479,140.086 1,071,319.946   MT  0.99994857   +1 08 56.1
 KJ0515;SPC CO C     - 1,571,978.77  3,514,822.19   sFT  0.99994857   +1 08 56.1
 KJ0515;SPC CO N     -   312,667.499 1,071,338.301   MT  1.00006885   +1 10 37.4
 KJ0515;SPC CO N     - 1,025,809.95  3,514,882.41   sFT  1.00006885   +1 10 37.4
 KJ0515;UTM  13      - 4,360,853.003   613,818.524   MT  0.99975950   +0 50 19.7
 KJ0515
 KJ0515                          SUPERSEDED SURVEY CONTROL
 KJ0515
 KJ0515  NAD 83(1986)-  39 23 22.79714(N)    103 40 41.93358(W) AD(       ) 4
 KJ0515  NAD 27      -  39 23 22.84846(N)    103 40 40.11018(W) AD(       ) 3
 KJ0515
 KJ0515.Superseded values are not recommended for survey control.
 KJ0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0515.See file dsdata.txt to determine how the superseded data were derived.
 KJ0515
 KJ0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD1381960853(NAD 83)
 KJ0515_MARKER: 42 = RADIO/TV MAST
 KJ0515
 KJ0515  HISTORY     - Date     Condition        Report By
 KJ0515  HISTORY     - 1960     FIRST OBSERVED   CGS
 KJ0515
 KJ0515                          STATION DESCRIPTION
 KJ0515
 KJ0515'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0512 ***********************************************************************
 KJ0512  DESIGNATION -  LIMON WESTERN UNION MW KAK 22
 KJ0512  PID         -  KJ0512
 KJ0512  STATE/COUNTY-  CO/LINCOLN
 KJ0512  USGS QUAD   -  T DRAW (1970)
 KJ0512
 KJ0512                         *CURRENT SURVEY CONTROL
 KJ0512  ___________________________________________________________________
 KJ0512* NAD 83(1992)-  39 28 11.79658(N)    103 38 16.14214(W)     ADJUSTED  
 KJ0512* NAVD 88     -                                                        
 KJ0512  ___________________________________________________________________
 KJ0512  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 KJ0512  GEOID HEIGHT-         -19.66  (meters)                     GEOID03
 KJ0512
 KJ0512  HORZ ORDER  -  THIRD
 KJ0512
 KJ0512.The horizontal coordinates were established by classical geodetic methods
 KJ0512.and adjusted by the National Geodetic Survey in January 1993..
 KJ0512
 KJ0512
 KJ0512.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0512
 KJ0512.The geoid height was determined by GEOID03.
 KJ0512
 KJ0512;                    North         East     Units Scale Factor Converg.
 KJ0512;SPC CO C     -   488,121.062 1,074,625.322   MT  0.99995659   +1 10 28.1
 KJ0512;SPC CO C     - 1,601,443.85  3,525,666.58   sFT  0.99995659   +1 10 28.1
 KJ0512;UTM  13      - 4,369,814.319   617,171.699   MT  0.99976904   +0 51 57.6
 KJ0512
 KJ0512                          SUPERSEDED SURVEY CONTROL
 KJ0512
 KJ0512  NAD 83(1986)-  39 28 11.79001(N)    103 38 16.13817(W) AD(       ) 4
 KJ0512  NAD 27      -  39 28 11.83584(N)    103 38 14.31187(W) AD(       ) 3
 KJ0512
 KJ0512.Superseded values are not recommended for survey control.
 KJ0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0512.See file dsdata.txt to determine how the superseded data were derived.
 KJ0512
 KJ0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD1717269814(NAD 83)
 KJ0512_MARKER: 45 = MICROWAVE TOWER
 KJ0512
 KJ0512  HISTORY     - Date     Condition        Report By
 KJ0512  HISTORY     - 1969     FIRST OBSERVED   CGS
 KJ0512
 KJ0512                          STATION DESCRIPTION
 KJ0512
 KJ0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 KJ0512'THE STATION IS LOCATED ABOUT 19 MILES SOUTH OF LAST CHANCE, 14
 KJ0512'MILES NORTH-NORTHEAST OF LIMON AND 0.9 MILE WEST OF STATE
 KJ0512'HIGHWAY 71.  THE TOWER IS OWNED BY THE WESTERN UNION TELEGRAPH
 KJ0512'COMPANY.
 KJ0512'
 KJ0512'THE STATION IS TWO SINGLE COLUMN STEEL TRUSSWORK STRUCTURES
 KJ0512'WHICH ARE CONNECTED TOGETHER AT THE TOP AND SUPPORTED BY GUY
 KJ0512'CABLES.  IT IS PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE
 KJ0512'AND THE OVER-ALL HEIGHT IS 340 FEET.
 KJ0512'
 KJ0512'THE POINT INTERSECTED WAS THE RED LIGHT AT THE TOP OF THE
 KJ0512'NORTHERN TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0495 ***********************************************************************
 KJ0495  DESIGNATION -  LINCOLN
 KJ0495  PID         -  KJ0495
 KJ0495  STATE/COUNTY-  CO/LINCOLN
 KJ0495  USGS QUAD   -  SEVENMILE RANCH (1979)
 KJ0495
 KJ0495                         *CURRENT SURVEY CONTROL
 KJ0495  ___________________________________________________________________
 KJ0495* NAD 83(1992)-  39 12 56.21948(N)    103 21 54.12482(W)     ADJUSTED  
 KJ0495* NAVD 88     -      1669.3    (meters)    5477.     (feet)  VERTCON   
 KJ0495  ___________________________________________________________________
 KJ0495  LAPLACE CORR-          -5.01  (seconds)                    DEFLEC99
 KJ0495  GEOID HEIGHT-         -20.65  (meters)                     GEOID03
 KJ0495
 KJ0495  HORZ ORDER  -  FIRST
 KJ0495
 KJ0495.The horizontal coordinates were established by classical geodetic methods
 KJ0495.and adjusted by the National Geodetic Survey in January 1993..
 KJ0495
 KJ0495.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0495
 KJ0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0495
 KJ0495.The geoid height was determined by GEOID03.
 KJ0495
 KJ0495;                    North         East     Units Scale Factor Converg.
 KJ0495;SPC CO C     -   460,410.829 1,098,755.151   MT  0.99993790   +1 20 47.4
 KJ0495;SPC CO C     - 1,510,531.19  3,604,832.52   sFT  0.99993790   +1 20 47.4
 KJ0495;UTM  13      - 4,341,977.661   641,147.711   MT  0.99984531   +1 02 01.9
 KJ0495
 KJ0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0495!SPC CO C     -   0.99974141  x   0.99993790  =   0.99967933
 KJ0495!UTM  13      -   0.99974141  x   0.99984531  =   0.99958676
 KJ0495
 KJ0495:                Primary Azimuth Mark                     Grid Az
 KJ0495:SPC CO C     -  LINCOLN AZ MK                            088 37 20.7
 KJ0495:UTM  13      -  LINCOLN AZ MK                            088 56 06.2
 KJ0495
 KJ0495|---------------------------------------------------------------------|
 KJ0495| PID    Reference Object                     Distance      Geod. Az  |
 KJ0495|                                                           dddmmss.s |
 KJ0495| CP7616 LINCOLN AZ MK                                      0895808.1 |
 KJ0495| CP7617 LINCOLN RM 1                         38.929 METERS 09018     |
 KJ0495| CP7618 LINCOLN RM 2                         21.558 METERS 18155     |
 KJ0495|---------------------------------------------------------------------|
 KJ0495
 KJ0495                          SUPERSEDED SURVEY CONTROL
 KJ0495
 KJ0495  NAD 83(1986)-  39 12 56.21469(N)    103 21 54.12166(W) AD(       ) 1
 KJ0495  NAD 27      -  39 12 56.25800(N)    103 21 52.33200(W) AD(       ) 1
 KJ0495  NGVD 29 (07/19/86) 1668.5    (m)         5474.     (f) VERT ANG       
 KJ0495
 KJ0495.Superseded values are not recommended for survey control.
 KJ0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0495.See file dsdata.txt to determine how the superseded data were derived.
 KJ0495
 KJ0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD4114841978(NAD 83)
 KJ0495_MARKER: DS = TRIANGULATION STATION DISK
 KJ0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0495
 KJ0495  HISTORY     - Date     Condition        Report By
 KJ0495  HISTORY     - 1934     MONUMENTED       CGS
 KJ0495
 KJ0495                          STATION DESCRIPTION
 KJ0495
 KJ0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 KJ0495'LOCALITY--SEC. 31 (APPROXIMATELY), T. 9 S., R. 53 W.  THE
 KJ0495'STATION IS 5 MILES, AIRLINE, SOUTH-SOUTHEAST OF BOVINA ON
 KJ0495'A SMOOTH RIDGE WHICH RUNS NORTH AND SOUTH, IN PASTURE LAND,
 KJ0495'ABOUT ONE-HALF MILE NORTH OF THE BREAKS WHICH DROP OFF ABRUPTLY
 KJ0495'INTO THE SANDY CREEK VALLEY.  THE STATION IS 69 FEET NORTH
 KJ0495'OF A WIRE FENCE, 0.7 MILE DUE EAST OF A TOWNSHIP CORNER,
 KJ0495'AND 3/4 MILE SOUTH OF TWO LARGE TREES.  THE MARK PROJECTS
 KJ0495'8 INCHES ABOVE GROUND.
 KJ0495'
 KJ0495'THE STATION MAY BE REACHED FROM BOVINA BY GOING SOUTH ON
 KJ0495'GRADED ROAD FOR 0.4 MILE (THIS GRADED ROAD LEAVES U.S. HIGHWAY
 KJ0495'40-N JUST EAST OF THE GENERAL STORE).  AT T-INTERSECTION,
 KJ0495'TURN LEFT (EAST) AND GO 0.5 MILE.  TURN SOUTH ON GRADED
 KJ0495'TOWNSHIP ROAD AND GO DUE SOUTH FOR 4.0 MILES.  AT ANGLING WIRE
 KJ0495'GATE BETWEEN NORTHWEST-AND-SOUTHEAST FENCE CORNER, TURN DUE
 KJ0495'EAST AND GO 0.7 MILE ON TRACK ROAD ALONG THE NORTH SIDE
 KJ0495'OF EAST-AND-WEST FENCE TO STATION.
 KJ0495'
 KJ0495'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 KJ0495'BRONZE DISKS SET AS DESCRIBED.
 KJ0495'
 KJ0495'REFERENCE MARK NO. 1 IS EAST OF THE STATION AND 68-1/2 FEET
 KJ0495'NORTH OF A FENCE.  THE MARK PROJECTS 4 INCHES.
 KJ0495'
 KJ0495'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION AND 1-1/2 FEET
 KJ0495'SOUTH OF A FENCE.  THE MARK PROJECTS 4 INCHES.
 KJ0495'
 KJ0495'AZIMUTH MARK IS EAST OF THE STATION, 26 FEET NORTH OF SOUTHWEST
 KJ0495'SECTION CORNER, AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS
 KJ0495'6 INCHES.
 KJ0495'
 KJ0495'A 10-FOOT STAND WILL CLEAR ALL LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0450 ***********************************************************************
 KM0450  DESIGNATION -  LINCOLN
 KM0450  PID         -  KM0450
 KM0450  STATE/COUNTY-  CO/MESA
 KM0450  USGS QUAD   -  CAMEO (1955)
 KM0450
 KM0450                         *CURRENT SURVEY CONTROL
 KM0450  ___________________________________________________________________
 KM0450* NAD 83(1992)-  39 08 08.84990(N)    108 21 08.34224(W)     ADJUSTED  
 KM0450* NAVD 88     -      2027.6    (meters)    6652.     (feet)  VERTCON   
 KM0450  ___________________________________________________________________
 KM0450  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 KM0450  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 KM0450
 KM0450  HORZ ORDER  -  THIRD
 KM0450
 KM0450.The horizontal coordinates were established by classical geodetic methods
 KM0450.and adjusted by the National Geodetic Survey in January 1993..
 KM0450
 KM0450.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0450
 KM0450.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0450
 KM0450.The geoid height was determined by GEOID03.
 KM0450
 KM0450;                    North         East     Units Scale Factor Converg.
 KM0450;SPC CO C     -   453,253.905   667,845.093   MT  0.99993609   -1 47 56.1
 KM0450;SPC CO C     - 1,487,050.52  2,191,088.44   sFT  0.99993609   -1 47 56.1
 KM0450;UTM  12      - 4,335,184.322   728,845.349   MT  1.00024489   +1 40 18.6
 KM0450
 KM0450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0450!SPC CO C     -   0.99968457  x   0.99993609  =   0.99962068
 KM0450!UTM  12      -   0.99968457  x   1.00024489  =   0.99992938
 KM0450
 KM0450                          SUPERSEDED SURVEY CONTROL
 KM0450
 KM0450  NAD 83(1986)-  39 08 08.84695(N)    108 21 08.32917(W) AD(       ) 3
 KM0450  NGVD 29 (05/18/92) 2026.6    (m)         6649.     (f) VERT ANG       
 KM0450
 KM0450.Superseded values are not recommended for survey control.
 KM0450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0450.See file dsdata.txt to determine how the superseded data were derived.
 KM0450
 KM0450_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ2884535184(NAD 83)
 KM0450_MARKER: DD = SURVEY DISK
 KM0450_SETTING: 66 = SET IN ROCK OUTCROP
 KM0450_SP_SET: SET IN ROCK OUTCROP
 KM0450_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0450+STABILITY: POSITION/ELEVATION WELL
 KM0450
 KM0450  HISTORY     - Date     Condition        Report By
 KM0450  HISTORY     - 1953     MONUMENTED       USGS
 KM0450
 KM0450                          STATION DESCRIPTION
 KM0450
 KM0450'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 KM0450'ORIGINAL USGS STATION --LINCOLN-- ESTABLISHED BY USGS IN 1910 (BOOK
 KM0450'A 1911) HAS PROBABLY BEEN DESTROYED AND THEREFORE ABANDONED.  A 1953
 KM0450'STATION MARK WAS SET NEAR THE SITE OF THE OLD TABLET.
 KM0450'
 KM0450'STATION IS LOCATED ABOUT 1 MI. N. OF PALISADE, COLORADO, ON SUMMIT OF
 KM0450'MOUNT LINCOLN.
 KM0450'
 KM0450'TO REACH FROM PALISADE POST OFFICE, DRIVE 0.3 MI. N. ALONG MAIN STREET
 KM0450'TO CROSSROAD AT THE HIGHLINE CANAL, TURN RIGHT FOLLOWING THE HIGHLINE
 KM0450'CANAL 0.2 MI. TO Y-JUNCTION, TAKE RIGHT FORK AT JUNCTION, THEN 1.3 MI.
 KM0450'TO T-JUNCTION OF HIGHLINE CANAL RD. AND RD. W. TO AN OLD GRAVEL PIT,
 KM0450'TURN LEFT AND LEAVE TRUCK AT OLD GRAVEL PIT AT THE BASE OF AN
 KM0450'ABANDONED WAGON RD.  WALK UP WAGON RD. TO TOP OF MESA, THEN W. TO
 KM0450'BASE OF MOUNT LINCOLN, TRAIL LEADS TO THE SUMMIT OF PEAK.  WALKING
 KM0450'TIME APPROXIMATELY 2.5 HOURS.
 KM0450'
 KM0450'STATION MARK--STANDARD TABLET STAMPED ---LINCOLN 1953---, CEMENTED IN
 KM0450'SANDSTONE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0442 ***********************************************************************
 KJ0442  DESIGNATION -  LINDLEY
 KJ0442  PID         -  KJ0442
 KJ0442  STATE/COUNTY-  CO/KIT CARSON
 KJ0442  USGS QUAD   -  VONA (1979)
 KJ0442
 KJ0442                         *CURRENT SURVEY CONTROL
 KJ0442  ___________________________________________________________________
 KJ0442* NAD 83(1992)-  39 19 17.45426(N)    102 41 14.31443(W)     ADJUSTED  
 KJ0442* NAVD 88     -      1371.5    (meters)    4500.     (feet)  VERTCON   
 KJ0442  ___________________________________________________________________
 KJ0442  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 KJ0442  GEOID HEIGHT-         -22.16  (meters)                     GEOID03
 KJ0442
 KJ0442  HORZ ORDER  -  FIRST
 KJ0442
 KJ0442.The horizontal coordinates were established by classical geodetic methods
 KJ0442.and adjusted by the National Geodetic Survey in January 1993..
 KJ0442
 KJ0442.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0442
 KJ0442.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0442
 KJ0442.The geoid height was determined by GEOID03.
 KJ0442
 KJ0442;                    North         East     Units Scale Factor Converg.
 KJ0442;SPC CO C     -   473,754.950 1,156,896.044   MT  0.99994329   +1 46 26.2
 KJ0442;SPC CO C     - 1,554,311.03  3,795,583.10   sFT  0.99994329   +1 46 26.2
 KJ0442;UTM  13      - 4,355,006.796   699,361.227   MT  1.00008938   +1 27 57.5
 KJ0442
 KJ0442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0442!SPC CO C     -   0.99978835  x   0.99994329  =   0.99973165
 KJ0442!UTM  13      -   0.99978835  x   1.00008938  =   0.99987771
 KJ0442
 KJ0442:                Primary Azimuth Mark                     Grid Az
 KJ0442:SPC CO C     -  LINDLEY AZ MK                            181 38 47.7
 KJ0442:UTM  13      -  LINDLEY AZ MK                            181 57 16.4
 KJ0442
 KJ0442|---------------------------------------------------------------------|
 KJ0442| PID    Reference Object                     Distance      Geod. Az  |
 KJ0442|                                                           dddmmss.s |
 KJ0442| CP7619 LINDLEY AZ MK                                      1832513.9 |
 KJ0442| CP7620 LINDLEY RM 1                         19.566 METERS 20101     |
 KJ0442| KJ0448 BOESE                               APPROX.13.2 KM 2211054.2 |
 KJ0442| CP7621 LINDLEY RM 2                         19.663 METERS 33823     |
 KJ0442|---------------------------------------------------------------------|
 KJ0442
 KJ0442                          SUPERSEDED SURVEY CONTROL
 KJ0442
 KJ0442  NAD 83(1986)-  39 19 17.44867(N)    102 41 14.31215(W) AD(       ) 1
 KJ0442  NAD 27      -  39 19 17.47312(N)    102 41 12.57832(W) AD(       ) 1
 KJ0442  NGVD 29 (07/19/86) 1370.9    (m)         4498.     (f) VERT ANG       
 KJ0442
 KJ0442.Superseded values are not recommended for survey control.
 KJ0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0442.See file dsdata.txt to determine how the superseded data were derived.
 KJ0442
 KJ0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD9936155007(NAD 83)
 KJ0442_MARKER: DS = TRIANGULATION STATION DISK
 KJ0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0442_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KJ0442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0442+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2001
 KJ0442
 KJ0442  HISTORY     - Date     Condition        Report By
 KJ0442  HISTORY     - 1968     MONUMENTED       CGS
 KJ0442  HISTORY     - 1969     GOOD             CGS
 KJ0442  HISTORY     - 20010507 GOOD             LOCSUR
 KJ0442
 KJ0442                          STATION DESCRIPTION
 KJ0442
 KJ0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KJ0442'THE STATION IS LOCATED IN THE SOUTHWEST 1/4 OF SECTION 29, T. 8
 KJ0442'S., R. 47 W. AND ON PROPERTY OWNED BY PROFESSOR KENNETH
 KJ0442'LINDLEY.  IT IS LOCATED ABOUT 4-1/2 MILES WEST-NORTHWEST OF
 KJ0442'STRATTON, 3-1/4 MILES NORTHEAST OF VONA AND 2-1/4 MILES NORTH
 KJ0442'OF INTERSTATE HIGHWAY 70.
 KJ0442'
 KJ0442'TO REACH THE STATION FROM THE POST OFFICE IN STRATTON, GO
 KJ0442'SOUTH ON COLORADO AVENUE FOR 0.1 MILE TO THE JUNCTION OF
 KJ0442'U.S. HIGHWAY 24.  TURN RIGHT AND GO WEST ON U.S. HIGHWAY 24 FOR
 KJ0442'4.4 MILES TO A CROSSROAD.  TURN RIGHT AND GO NORTH ON A
 KJ0442'GRAVELED ROAD FOR 0.15 MILE TO A RAILROAD CROSSING.  CONTINUE
 KJ0442'NORTH ON THE GRAVELED ROAD FOR 0.85 MILE TO A CROSSROAD.  (THE
 KJ0442'AZIMUTH MARK IS IN THE NORTHWEST ANGLE OF THE CROSSROAD).  TURN
 KJ0442'RIGHT, GO EAST ON GRAVELED ROAD FOR ABOUT 100 FEET TO A GATE ON
 KJ0442'THE LEFT.  TURN LEFT, PASS THROUGH THE GATE, AND GO
 KJ0442'NORTH, PASSING A MICROWAVE TOWER, ALONG THE EAST EDGE OF THE
 KJ0442'EAST RIGHT-OF-WAY FENCE ALONG THE NORTH-SOUTH GRAVELED ROAD FOR
 KJ0442'0.45 MILE TO THE STATION ON THE SUMMIT OF A LOW HILL AND THE
 KJ0442'STATION.
 KJ0442'
 KJ0442'THE STATION MARK IS A STANDARD DISK STAMPED LINDLEY 1968, SET IN
 KJ0442'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 KJ0442'WITH THE GROUND SURFACE.  IT IS 60.5 FEET EAST OF THE CENTER OF
 KJ0442'THE NORTH-SOUTH GRAVELED ROAD AND 24.1 FEET EAST OF A METAL
 KJ0442'WITNESS POST WHICH IS SET JUST EAST OF THE EAST RIGHT-OF-WAY FENCE
 KJ0442'ALONG THE NORTH-SOUTH GRAVELED ROAD.
 KJ0442'
 KJ0442'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LINDLEY NO 1 1968,
 KJ0442'SET IN THE TOP OF AN EGG SHAPED CONCRETE MONUMENT WHICH IS 10 BY
 KJ0442'12 INCHES AND IS FLUSH WITH THE GROUND SURFACE.  IT IS 58.0 FEET
 KJ0442'SOUTH OF THE METAL WITNESS POST, 37 FEET EAST OF THE CENTER OF THE
 KJ0442'NORTH-SOUTH GRAVELED ROAD AND 1.2 FEET EAST OF THE EAST
 KJ0442'RIGHT-OF-WAY FENCE ALONG THE NORTH-SOUTH GRAVELED ROAD.
 KJ0442'
 KJ0442'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LINDLEY NO 2 1968,
 KJ0442'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 KJ0442'FLUSH WITH THE GROUND SURFACE.  IT IS 61.8 FEET NORTH OF THE METAL
 KJ0442'WITNESS POST, 36-1/2 FEET EAST OF THE CENTER OF THE NORTH-SOUTH
 KJ0442'GRAVELED ROAD AND 0.7 FOOT EAST OF THE EAST RIGHT-OF-WAY FENCE
 KJ0442'ALONG THE NORTH-SOUTH GRAVELED ROAD.
 KJ0442'
 KJ0442'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LINDLEY 1968, SET IN
 KJ0442'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING 1
 KJ0442'INCH ABOVE THE GROUND SURFACE.  IT IS 105 FEET NORTH OF THE CENTER
 KJ0442'OF AN EAST-WEST GRAVELED ROAD, 62 FEET WEST OF THE CENTER OF A
 KJ0442'NORTH-SOUTH GRAVELED ROAD, 8.4 FEET WEST OF A POWER POLE AND 1.6
 KJ0442'FEET NORTH OF A METAL WITNESS POST.
 KJ0442'
 KJ0442'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 KJ0442
 KJ0442                          STATION RECOVERY (1969)
 KJ0442
 KJ0442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (GDF)
 KJ0442'THE DESCRIPTION GIVEN WAS
 KJ0442'VERIFIED AND REQUIRES NO ADDITIONS OR CORRECTIONS.
 KJ0442'
 KJ0442'THE STATION MARK IS A USC AND GS STANDARD DISK SET IN CONCRETE
 KJ0442'POST AND STAMPED LINDLEY 1968.
 KJ0442'
 KJ0442'REFERENCE MARK NO. 1 IS A USC AND GS STANDARD DISK SET IN
 KJ0442'CONCRETE POST AND STAMPED LINDLEY NO. 1 1968.
 KJ0442'
 KJ0442'REFERENCE MARK NO. 2 IS A USC AND GS STANDARD DISK SET IN
 KJ0442'CONCRETE POST AND STAMPED LINDLEY NO. 2 1968.
 KJ0442'
 KJ0442'USC AND GS STATION BOESE 1968 IS VISIBLE FROM THE GROUND AND
 KJ0442'MAY BE USED AS THE AZIMUTH MARK.  STATIONS STRATTON 1968
 KJ0442'USC AND GS AND TON E.T. 1969 USGS ARE ALSO VISIBLE FROM THE
 KJ0442'GROUND.
 KJ0442
 KJ0442                          STATION RECOVERY (2001)
 KJ0442
 KJ0442'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (MSJ)
 KJ0442'GATE, TOWER AND WITNESS POST REFERRED TO ARE NOW GONE.  FROM THE
 KJ0442'JUNCTION OF COUNTY ROADS W AND 26, PROCEED NORTH ON COUNTY ROAD 26 FOR
 KJ0442'0.45 MILE TO MARK ON THE RIGHT.  MARK IS 23.9 FEET EAST OF EAST R.O.W.
 KJ0442'FENCE, 17.9 FEET EAST AND 21.5 FEET SOUTH OF THE 8TH POWER POLE NORTH
 KJ0442'OF AFORESAID ROAD INTERSECTION. AZ MK IS LEANING NE'LY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1842 ***********************************************************************
 KK1842  DESIGNATION -  LINDO
 KK1842  PID         -  KK1842
 KK1842  STATE/COUNTY-  CO/JEFFERSON
 KK1842  USGS QUAD   -  INDIAN HILLS (1994)
 KK1842
 KK1842                         *CURRENT SURVEY CONTROL
 KK1842  ___________________________________________________________________
 KK1842* NAD 83(1992)-  39 36 36.83577(N)    105 12 28.33265(W)     ADJUSTED  
 KK1842* NAVD 88     -      2370.2    (meters)    7776.     (feet)  VERTCON   
 KK1842  ___________________________________________________________________
 KK1842  LAPLACE CORR-         -20.63  (seconds)                    DEFLEC99
 KK1842  GEOID HEIGHT-         -15.23  (meters)                     GEOID03
 KK1842
 KK1842  HORZ ORDER  -  FIRST
 KK1842
 KK1842.The horizontal coordinates were established by classical geodetic methods
 KK1842.and adjusted by the National Geodetic Survey in January 1993..
 KK1842
 KK1842.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1842
 KK1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1842
 KK1842.The geoid height was determined by GEOID03.
 KK1842
 KK1842;                    North         East     Units Scale Factor Converg.
 KK1842;SPC CO C     -   502,094.319   939,488.514   MT  0.99997534   +0 11 03.3
 KK1842;SPC CO C     - 1,647,287.78  3,082,305.23   sFT  0.99997534   +0 11 03.3
 KK1842;UTM  13      - 4,384,518.896   482,155.784   MT  0.99960392   -0 07 57.1
 KK1842
 KK1842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1842!SPC CO C     -   0.99963067  x   0.99997534  =   0.99960602
 KK1842!UTM  13      -   0.99963067  x   0.99960392  =   0.99923474
 KK1842
 KK1842|---------------------------------------------------------------------|
 KK1842| PID    Reference Object                     Distance      Geod. Az  |
 KK1842|                                                           dddmmss.s |
 KK1842| CP7622 LINDO RM 1                           14.288 METERS 08047     |
 KK1842| CP7623 LINDO RM 2                           16.756 METERS 13634     |
 KK1842| KK1873 DOUBLE                              APPROX. 7.0 KM 2203551.9 |
 KK1842|---------------------------------------------------------------------|
 KK1842
 KK1842                          SUPERSEDED SURVEY CONTROL
 KK1842
 KK1842  NAD 83(1986)-  39 36 36.83312(N)    105 12 28.33233(W) AD(       ) 1
 KK1842  NAD 27      -  39 36 36.87356(N)    105 12 26.37294(W) AD(       ) 1
 KK1842  NGVD 29 (07/19/86) 2369.2    (m)         7773.     (f) VERT ANG       
 KK1842
 KK1842.Superseded values are not recommended for survey control.
 KK1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1842.See file dsdata.txt to determine how the superseded data were derived.
 KK1842
 KK1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8215684519(NAD 83)
 KK1842_MARKER: DS = TRIANGULATION STATION DISK
 KK1842_SETTING: 80 = SET IN A BOULDER
 KK1842_SP_SET: SET IN DRILL HOLE IN A BOULDER
 KK1842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1842+STABILITY: SURFACE MOTION
 KK1842
 KK1842  HISTORY     - Date     Condition        Report By
 KK1842  HISTORY     - 1977     MONUMENTED       NGS
 KK1842
 KK1842                          STATION DESCRIPTION
 KK1842
 KK1842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1842'THE STATION IS LOCATED 8 MILES NORTHWEST OF THE NORTH END OF
 KK1842'CHATFIELD LAKE, 3-1/2 MILES SOUTH-SOUTHWEST OF MORRISON, 1/2
 KK1842'MILE SOUTH OF U.S. HIGHWAY 285, ON THE DIVIDING LINE OF
 KK1842'SECTIONS 15/22, T 5 S, R 70 W, IN SPARSE WOODS, ON THE EAST
 KK1842'END OF MOUNT LINDO, ON PROPERTY OF OLINGER MORTUARY, WEST 29TH
 KK1842'AVENUE AND WADSWORTH BOULEVARD, WHEAT RIDGE.  PHONE NUMBER
 KK1842'IS 455-3663.
 KK1842'
 KK1842'TO REACH THE STATION FROM THE MORRISON POST OFFICE, GO WEST ON
 KK1842'STATE HIGHWAY 8 FOR 0.2 MILE TO ITS JUNCTION WITH STATE
 KK1842'HIGHWAY 74.  TURN LEFT, SOUTH, ON HIGHWAY 8 FOR 2.2 MILES TO
 KK1842'ITS JUNCTION WITH HIGHWAY 285.  TURN RIGHT, WEST, ON HIGHWAY
 KK1842'285 FOR 2.4 MILES TO A PAVED ROAD RIGHT LEADING TO INDIAN
 KK1842'HILLS.  CONTINUE WEST ON HIGHWAY 285 FOR 0.3 MILE TO A PAVED
 KK1842'ROAD LEFT.  TURN LEFT, SOUTH, ON SOUTH TURKEY CREEK ROAD FOR
 KK1842'0.3 MILE TO A ROAD LEFT AND SIGN (MOUNT LINDO).  TURN LEFT
 KK1842'THROUGH GATE AND GO UPHILL ON THE DIRT, THEN PAVED ROAD FOR
 KK1842'1.8 MILES TO A MAUSOLEUM ON THE RIGHT AND END OF PAVEMENT.
 KK1842'BEAR LEFT, SOUTHEAST, OUT OF PARKING LOT ON A DIRT ROAD FOR
 KK1842'0.15 MILE TO A CABLE GATE.  CONTINUE AHEAD ON THE NARROW
 KK1842'ROAD FOR 0.75 MILE TO A POINT WHERE ROAD TURN LEFT AND
 KK1842'STARTS DOWNHILL, AND THE STATION ON THE LEFT.
 KK1842'
 KK1842'STATION MARK, STAMPED---LINDO 1977---, A STANDARD DISK CEMENTED
 KK1842'IN A DRILL HOLE IN A 2 X 4 X 2 FOOT BOULDER.  IT IS 69
 KK1842'FEET NORTH OF THE ROAD CENTER, 20 FEET SOUTH OF A 12-INCH
 KK1842'PINE TREE, 8 FEET SOUTHEAST OF A 4 FOOT HIGH ROCK OUTCROP,
 KK1842'AND 6 FEET ABOVE THE ROAD.
 KK1842'
 KK1842'REFERENCE MARK 1, STAMPED---LINDO NO 1 1977---, A STANDARD
 KK1842'DISK CEMENTED IN A DRILL HOLE IN A 15 X 25 X 6 FOOT ROCK
 KK1842'OUTCROP.  IT IS 46 FEET WEST OF THE ROAD CENTER AND 47.5 FEET
 KK1842'NORTH-NORTHWEST OF A 12-INCH PINE TREE AT THE ROAD EDGE ON
 KK1842'THE INSIDE OF THE CURVE AND 2 FEET ABOVE THE STATION.  IT IS
 KK1842'5.5 FEET WEST OF THE HIGHEST POINT ON THE OUTCROP.
 KK1842'
 KK1842'REFERENCE MARK 2, STAMPED---LINDO NO 2 1977---, A STANDARD
 KK1842'DISK CEMENTED IN A DRILL HOLE IN AN IRREGULAR ROCK OUTCROP
 KK1842'THAT IS LEVEL WITH THE STATION.  IT IS 16.5 FEET WEST OF THE
 KK1842'PINE TREE ON THE INSIDE OF THE ROAD CURVE, 26 FEET NORTH OF
 KK1842'THE ROAD CENTER AND 29.5 FEET EAST-NORTHEAST OF A SMALL
 KK1842'TWIN-TRUNKED PINE TREE.
 KK1842'
 KK1842'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 KK1842'
 KK1842'HEIGHT OF LIGHT ABOVE STATION WAS 14.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0485 ***********************************************************************
 KJ0485  DESIGNATION -  LINDON WESTERN UNION MW KAJ 83
 KJ0485  PID         -  KJ0485
 KJ0485  STATE/COUNTY-  CO/WASHINGTON
 KJ0485  USGS QUAD   -  LINDON (1973)
 KJ0485
 KJ0485                         *CURRENT SURVEY CONTROL
 KJ0485  ___________________________________________________________________
 KJ0485* NAD 83(1992)-  39 44 17.55036(N)    103 22 58.49765(W)     ADJUSTED  
 KJ0485* NAVD 88     -                                                        
 KJ0485  ___________________________________________________________________
 KJ0485  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 KJ0485  GEOID HEIGHT-         -20.23  (meters)                     GEOID03
 KJ0485
 KJ0485  HORZ ORDER  -  THIRD
 KJ0485
 KJ0485.The horizontal coordinates were established by classical geodetic methods
 KJ0485.and adjusted by the National Geodetic Survey in January 1993..
 KJ0485
 KJ0485
 KJ0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0485
 KJ0485.The geoid height was determined by GEOID03.
 KJ0485
 KJ0485;                    North         East     Units Scale Factor Converg.
 KJ0485;SPC CO N     -   351,920.000 1,095,858.435   MT  0.99999659   +1 22 04.5
 KJ0485;SPC CO N     - 1,154,590.87  3,595,328.88   sFT  0.99999659   +1 22 04.5
 KJ0485;UTM  13      - 4,399,951.780   638,562.885   MT  0.99983638   +1 02 02.2
 KJ0485
 KJ0485                          SUPERSEDED SURVEY CONTROL
 KJ0485
 KJ0485  NAD 83(1986)-  39 44 17.54386(N)    103 22 58.49443(W) AD(       ) 4
 KJ0485  NAD 27      -  39 44 17.60916(N)    103 22 56.70906(W) AD(       ) 3
 KJ0485
 KJ0485.Superseded values are not recommended for survey control.
 KJ0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0485.See file dsdata.txt to determine how the superseded data were derived.
 KJ0485
 KJ0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD3856399952(NAD 83)
 KJ0485_MARKER: 45 = MICROWAVE TOWER
 KJ0485
 KJ0485  HISTORY     - Date     Condition        Report By
 KJ0485  HISTORY     - 1969     FIRST OBSERVED   CGS
 KJ0485
 KJ0485                          STATION DESCRIPTION
 KJ0485
 KJ0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 KJ0485'THE STATION IS LOCATED 1.2 MILES EAST OF LINDON AND JUST SOUTH
 KJ0485'OF U.S. HIGHWAY 36.  THE TOWER IS OWNED BY THE WESTERN UNION
 KJ0485'TELEGRAPH CO.
 KJ0485'
 KJ0485'THE STATION IS TWO SINGLE COLUMN STEEL TRUSSWORK STRUCTURES
 KJ0485'WHICH ARE CONNECTED TOGETHER AT THE TOP AND SUPPORTED BY GUY
 KJ0485'CABLES.  IT IS PAINTED IN ALTERNATE SECTIONS OF RED AND WHITE
 KJ0485'AND THE OVER-ALL HEIGHT IS 310 FEET.
 KJ0485'
 KJ0485'THE POINT INTERSECTED WAS THE RED LIGHT AT THE TOP OF THE
 KJ0485'NORTHERN TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0632 ***********************************************************************
 HL0632  DESIGNATION -  LINE
 HL0632  PID         -  HL0632
 HL0632  STATE/COUNTY-  CO/LA PLATA
 HL0632  USGS QUAD   -  LONG MOUNTAIN (1968)
 HL0632
 HL0632                         *CURRENT SURVEY CONTROL
 HL0632  ___________________________________________________________________
 HL0632* NAD 83(1992)-  37 00 32.25186(N)    107 53 13.39904(W)     ADJUSTED  
 HL0632* NAVD 88     -      2113.     (meters)    6932.     (feet)  SCALED    
 HL0632  ___________________________________________________________________
 HL0632  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 HL0632  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 HL0632
 HL0632  HORZ ORDER  -  FIRST
 HL0632
 HL0632.The horizontal coordinates were established by classical geodetic methods
 HL0632.and adjusted by the National Geodetic Survey in December 1993..
 HL0632
 HL0632.The orthometric height was scaled from a topographic map.
 HL0632
 HL0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0632
 HL0632.The geoid height was determined by GEOID03.
 HL0632
 HL0632;                    North         East     Units Scale Factor Converg.
 HL0632;SPC CO S     -   345,504.550   701,963.841   MT  1.00004829   -1 27 51.0
 HL0632;SPC CO S     - 1,133,542.84  2,303,026.37   sFT  1.00004829   -1 27 51.0
 HL0632;SPC NM W     -   666,476.689   825,219.078   MT  0.99991695   -0 01 56.4
 HL0632;SPC NM W     - 2,186,598.94  2,707,406.26   sFT  0.99991695   -0 01 56.4
 HL0632;UTM  13      - 4,099,763.784   243,121.120   MT  1.00041297   -1 44 19.6
 HL0632
 HL0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0632!SPC CO S     -   0.99967166  x   1.00004829  =   0.99971994
 HL0632!SPC NM W     -   0.99967166  x   0.99991695  =   0.99958864
 HL0632!UTM  13      -   0.99967166  x   1.00041297  =   1.00008450
 HL0632
 HL0632|---------------------------------------------------------------------|
 HL0632| PID    Reference Object                     Distance      Geod. Az  |
 HL0632|                                                           dddmmss.s |
 HL0632| CM7563 LINE RM 1                             9.833 METERS 20011     |
 HL0632| CM7564 LINE RM 2                             4.472 METERS 34703     |
 HL0632| HL0634 CARBON                              APPROX.24.8 KM 3584218.1 |
 HL0632|---------------------------------------------------------------------|
 HL0632
 HL0632                          SUPERSEDED SURVEY CONTROL
 HL0632
 HL0632  NAD 83(1992)-  37 00 32.25183(N)    107 53 13.39911(W) AD(       ) 1
 HL0632  NAD 83(1986)-  37 00 32.24879(N)    107 53 13.40419(W) AD(       ) 1
 HL0632  NAD 27      -  37 00 32.23700(N)    107 53 11.16200(W) AD(       ) 1
 HL0632
 HL0632.Superseded values are not recommended for survey control.
 HL0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0632.See file dsdata.txt to determine how the superseded data were derived.
 HL0632
 HL0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBA4312199764(NAD 83)
 HL0632_MARKER: DS = TRIANGULATION STATION DISK
 HL0632_SETTING: 80 = SET IN A BOULDER
 HL0632_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 HL0632
 HL0632  HISTORY     - Date     Condition        Report By
 HL0632  HISTORY     - 1936     MONUMENTED       CGS
 HL0632  HISTORY     - 1968     GOOD             USGS
 HL0632
 HL0632                          STATION DESCRIPTION
 HL0632
 HL0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (WRP)
 HL0632'STATION IS LOCATED ON A VERY PROMINENT HILL BETWEEN LINE
 HL0632'AND COX CANYONS AND ABOUT 1 MILE W OF THE HIGHWAY LEADING
 HL0632'TO FARMINGTON (U.S. HIGHWAY 550).  ABOUT 18-1/2 MILES S OF
 HL0632'DURANGO AND 16-1/2 MILES SSW OF IGNATIO.  STATION IS ON THE
 HL0632'HIGHEST POINT AT THE N END OF A TIMBERED RIDGE WHICH RUNS TO
 HL0632'THE S.  THE RIDGE IS ABOUT 60 FEET WIDE AT THE STATION SITE.
 HL0632'MARK IS SET IN AN OVAL-SHAPED BOULDER, ABOUT 1-1/2 BY 1 FOOT,
 HL0632'CUT OFF SQUARE AT THE TOP, AND PROJECTING 6 INCHES ABOVE THE
 HL0632'GROUND.
 HL0632'
 HL0632'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 HL0632'IN DRILL HOLES IN BOULDERS.
 HL0632'
 HL0632'REFERENCE MARK NO. 1 IS SSW OF THE STATION.  MARK FLUSH WITH
 HL0632'THE GROUND.
 HL0632'
 HL0632'REFERENCE MARK NO. 2 IS NNW OF THE STATION.  MARK FLUSH WITH
 HL0632'THE GROUND.
 HL0632'
 HL0632'TO REACH STATION FROM DURANGO, GO SOUTHERLY ON U.S. HIGHWAY 550
 HL0632'FOR ABOUT 16 MILES TO A CONCRETE BRIDGE CROSSING THE ANIMAS
 HL0632'RIVER, CONTINUE 2.6 MILES TO A SIDE ROAD TO THE LEFT LEADING
 HL0632'TO THE FARMHOUSE OF MR. A. WEST.  THIS POINT IS APPROXIMATELY
 HL0632'1.3 MILES N OF THE COLORADO AND NEW MEXICO STATE LINE.  FROM
 HL0632'POINT OPPOSITE LANE LEADING TO FARMHOUSE GO IN A WESTERLY
 HL0632'DIRECTION UP RIDGE TO HIGHEST POINT AND STATION AT N END
 HL0632'OF RIDGE.  A 1-HOUR PACK.
 HL0632
 HL0632                          STATION RECOVERY (1968)
 HL0632
 HL0632'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 HL0632'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0490 ***********************************************************************
 LK0490  DESIGNATION -  LINE
 LK0490  PID         -  LK0490
 LK0490  STATE/COUNTY-  CO/SEDGWICK
 LK0490  USGS QUAD   -  VENANGO (1962)
 LK0490
 LK0490                         *CURRENT SURVEY CONTROL
 LK0490  ___________________________________________________________________
 LK0490* NAD 83(1992)-  40 51 14.63319(N)    102 03 06.03183(W)     ADJUSTED  
 LK0490* NAVD 88     -      1111.     (meters)    3645.     (feet)  SCALED    
 LK0490  ___________________________________________________________________
 LK0490  LAPLACE CORR-          -3.84  (seconds)                    DEFLEC99
 LK0490  GEOID HEIGHT-         -20.85  (meters)                     GEOID03
 LK0490
 LK0490  HORZ ORDER  -  THIRD
 LK0490
 LK0490.The horizontal coordinates were established by classical geodetic methods
 LK0490.and adjusted by the National Geodetic Survey in January 1993..
 LK0490
 LK0490.The orthometric height was scaled from a topographic map.
 LK0490
 LK0490.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0490
 LK0490.The geoid height was determined by GEOID03.
 LK0490
 LK0490;                    North         East     Units Scale Factor Converg.
 LK0490;SPC CO N     -   479,308.370 1,205,096.498   MT  1.00001224   +2 13 41.1
 LK0490;SPC CO N     - 1,572,530.88  3,953,720.76   sFT  1.00001224   +2 13 41.1
 LK0490;UTM  13      - 4,526,741.726   748,520.725   MT  1.00036025   +1 55 46.5
 LK0490;UTM  14      - 4,527,040.420   242,766.412   MT  1.00041450   -1 59 50.3
 LK0490
 LK0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0490!SPC CO N     -   0.99982895  x   1.00001224  =   0.99984119
 LK0490!UTM  13      -   0.99982895  x   1.00036025  =   1.00018914
 LK0490!UTM  14      -   0.99982895  x   1.00041450  =   1.00024338
 LK0490
 LK0490:                Primary Azimuth Mark                     Grid Az
 LK0490:SPC CO N     -  NEWMAN                                   314 12 04.1
 LK0490:UTM  13      -  NEWMAN                                   314 29 58.7
 LK0490:UTM  14      -  NEWMAN                                   318 25 35.5
 LK0490
 LK0490|---------------------------------------------------------------------|
 LK0490| PID    Reference Object                     Distance      Geod. Az  |
 LK0490|                                                           dddmmss.s |
 LK0490| LK0486 NEWMAN                              APPROX. 8.5 KM 3162545.2 |
 LK0490|---------------------------------------------------------------------|
 LK0490
 LK0490                          SUPERSEDED SURVEY CONTROL
 LK0490
 LK0490  NAD 83(1986)-  40 51 14.63289(N)    102 03 06.03148(W) AD(       ) 3
 LK0490  NAD 27      -  40 51 14.64726(N)    102 03 04.38409(W) AD(       ) 3
 LK0490
 LK0490.Superseded values are not recommended for survey control.
 LK0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0490.See file dsdata.txt to determine how the superseded data were derived.
 LK0490
 LK0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF4852126742(NAD 83)
 LK0490
 LK0490  HISTORY     - Date     Condition        Report By
 LK0490  HISTORY     - 1949     MONUMENTED       USGS
 LK0490  HISTORY     - 1960     GOOD             USGS
 LK0490  HISTORY     - 1968     SEE DESCRIPTION  USGS
 LK0490
 LK0490                          STATION DESCRIPTION
 LK0490
 LK0490'DESCRIBED BY US GEOLOGICAL SURVEY 1960 (ZT)
 LK0490'STATION RECOVERED IN GOOD CONDITION.
 LK0490
 LK0490                          STATION RECOVERY (1968)
 LK0490
 LK0490'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 LK0490'STATION IS LOCATED ABOUT 9 MI. S. AND 11 MI. E. OF JULESBURG,
 LK0490'COLORADO, IN SEC. 8, T 10 N, R 42 W.
 LK0490'
 LK0490'TO REACH STATION FROM JUNCTION OF U.S. HIGHWAY 138 AND COLORADO STATE
 LK0490'HIGHWAY 51 IN JULESBURG, PROCEED S. FOR 8.0 MI. TO CROSSROADS, THENCE
 LK0490'RIGHT (E.) FOR 9.4 MI. TO T-RD. INTERSECTION, THENCE RIGHT (S.) FOR
 LK0490'2.0 MI. TO STATION, STATION LIES 35 FT. W. OF CENTERLINE OF RD. IN
 LK0490'RIGHT-OF-WAY LINE, NEAR REMNANTS OF OLD BUILDINGS.
 LK0490'
 LK0490'THE STATION WAS RESET IN 1968, BUT A NEW POSITION COULD NOT BE
 LK0490'DETERMINED FROM THE INFORMATION SUBMITTED.  POSITION IS ABANDONED.
 LK0490'BOTH REFERENCE MARKS WERE REPORTED DESTROYED.
 LK0490'
 LK0490'STATION MARK--STANDARD TABLET, STAMPED ---LINE 1949---, SET IN 8 X
 LK0490'8 IN. CONCRETE POST, PROJECTING 4 IN. ABOVE GROUND.  (STATION MARK
 LK0490'DISTURBED, HIT BY FARM MACHINERY, APRIL 1954)
 LK0490'
 LK0490'REFERENCE MARK NO. 1--STANDARD TABLET, SET IN 8 X 8 IN. CONCRETE POST,
 LK0490'PROJECTING 4 IN. ABOVE GROUND, STAMPED ---LINE 1949 NO. 1---, DISTANT
 LK0490'119.45 FT. FROM STATION, S 86 DEG 14 MIN E.
 LK0490'
 LK0490'REFERENCE MARK NO. 2--STANDARD TABLET, SET IN 8 X 8 IN. CONCRETE POST,
 LK0490'PROJECTING 4 IN. ABOVE GROUND, STAMPED ---LINE 1949 NO. 2---, DISTANT
 LK0490'104.40 FT. FROM STATION, S 02 DEG 38 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1748 ***********************************************************************
 KK1748  DESIGNATION -  LINE AZ MK
 KK1748  PID         -  KK1748
 KK1748  STATE/COUNTY-  CO/BOULDER
 KK1748  USGS QUAD   -  LAFAYETTE (1994)
 KK1748
 KK1748                         *CURRENT SURVEY CONTROL
 KK1748  ___________________________________________________________________
 KK1748* NAD 83(1992)-  39 55 29.52983(N)    105 03 11.90489(W)     ADJUSTED  
 KK1748* NAVD 88     -      1617.9    (meters)    5308.     (feet)  VERTCON   
 KK1748  ___________________________________________________________________
 KK1748  LAPLACE CORR-         -10.23  (seconds)                    DEFLEC99
 KK1748  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 KK1748
 KK1748  HORZ ORDER  -  SECOND
 KK1748
 KK1748.The horizontal coordinates were established by classical geodetic methods
 KK1748.and adjusted by the National Geodetic Survey in January 1993..
 KK1748
 KK1748.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1748
 KK1748.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1748
 KK1748.The geoid height was determined by GEOID03.
 KK1748
 KK1748;                    North         East     Units Scale Factor Converg.
 KK1748;SPC CO N     -   370,574.859   952,587.251   MT  0.99997293   +0 17 19.0
 KK1748;SPC CO N     - 1,215,794.35  3,125,280.01   sFT  0.99997293   +0 17 19.0
 KK1748;UTM  13      - 4,419,419.871   495,444.755   MT  0.99960026   -0 02 03.2
 KK1748
 KK1748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1748!SPC CO N     -   0.99974892  x   0.99997293  =   0.99972185
 KK1748!UTM  13      -   0.99974892  x   0.99960026  =   0.99934928
 KK1748
 KK1748:                Primary Azimuth Mark                     Grid Az
 KK1748:SPC CO N     -  LINE                                     176 48 42.1
 KK1748:UTM  13      -  LINE                                     177 08 04.3
 KK1748
 KK1748|---------------------------------------------------------------------|
 KK1748| PID    Reference Object                     Distance      Geod. Az  |
 KK1748|                                                           dddmmss.s |
 KK1748| KK1427 LINE                                APPROX. 0.7 KM 1770601.1 |
 KK1748|---------------------------------------------------------------------|
 KK1748
 KK1748                          SUPERSEDED SURVEY CONTROL
 KK1748
 KK1748  NAD 83(1986)-  39 55 29.52579(N)    105 03 11.90328(W) AD(       ) 2
 KK1748  NAD 27      -  39 55 29.58119(N)    105 03 09.96658(W) AD(       ) 2
 KK1748  NGVD 29 (07/19/86) 1617.0    (m)         5305.     (f) VERT ANG       
 KK1748
 KK1748.Superseded values are not recommended for survey control.
 KK1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1748.See file dsdata.txt to determine how the superseded data were derived.
 KK1748
 KK1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE9544519420(NAD 83)
 KK1748_MARKER: DZ = AZIMUTH MARK DISK
 KK1748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK1748_STAMPING: LINE 1977
 KK1748_MARK LOGO: CGS   
 KK1748_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK1748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1748+STABILITY: SURFACE MOTION
 KK1748
 KK1748  HISTORY     - Date     Condition        Report By
 KK1748  HISTORY     - 1977     MONUMENTED       NGS
 KK1748  HISTORY     - 19810709 SEE DESCRIPTION  NGS
 KK1748
 KK1748                          STATION DESCRIPTION
 KK1748
 KK1748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1748'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF BROOMFIELD,
 KK1748'2-1/2 MILES EAST OF THE JEFFERSON COUNTY AIRPORT, 1/4 MILE
 KK1748'SOUTHEAST OF THE BROOMFIELD RESERVOIR, 3/4 MILE NORTH OF THE
 KK1748'JEFFERSON, BOULDER, ADAMS COUNTIES JUNCTION CORNER, ALONG A
 KK1748'ROAD RIGHT-OF-WAY LINE, ACROSS THE ROAD FROM A 6 FOOT HIGH
 KK1748'CUTBANK.
 KK1748'
 KK1748'TO REACH THE STATION FROM THE JUNCTION OF SHERIDAN BOULEVARD
 KK1748'AND WEST 120TH AVENUE (U.S. HIGHWAY 287) AT THE SOUTH EDGE OF
 KK1748'BROOMFIELD (THE COUNTIES JUNCTION CORNER), GO NORTH ON SHERIDAN
 KK1748'BOULEVARD FOR 0.3 MILE TO A CUTBANK ON THE RIGHT AND
 KK1748'TRIANGULATION STATION---LINE---.  CONTINUE NORTH
 KK1748'FOR 0.45 MILE TO AN
 KK1748'AREA UNDER CONSTRUCTION FOR A NEW STREET AND A HOUSING
 KK1748'DEVELOPMENT.
 KK1748'
 KK1748'THE STATION MARK, STAMPED---LINE 1977---, A STANDARD AZIMUTH
 KK1748'MARK DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE MONUMENT
 KK1748'FLUSH WITH THE GROUND.  IT IS IN A EAST-WEST 3 FOOT HIGH RIDGE
 KK1748'ABOUT 50 FEET LONG FORMED BY GRADING OPERATIONS.  IT IS 64
 KK1748'FEET WEST OF THE ROAD CENTER, 9.2 FEET EAST OF A UTILITY POLE,
 KK1748'IN LINE WITH THE POLE AND ITS GUY WIRE, 4 FEET EAST OF A METAL
 KK1748'WITNESS POST, AND DIRECTLY ACROSS THE ROAD FROM A YELLOW PIPE
 KK1748'DENOTING AN UNDERGROUND WATER LINE.
 KK1748'
 KK1748'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE STATION.
 KK1748'
 KK1748'AN ELECTRONIC TRAVERSE TIE WAS MADE TO STATION---LINE---.
 KK1748'
 KK1748'HEIGHT OF LIGHT ABOVE STATION WAS 1 METER.
 KK1748
 KK1748                          STATION RECOVERY (1981)
 KK1748
 KK1748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 KK1748'THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN
 KK1748'THE 1977 DESCRIPTION WITH SMALL CHANGES AS CAN BE FOUND IN THE 1981
 KK1748'RECOVERY OF STATION--LINE--.  THE AZIMUTH DISK NOT POINT TO THE
 KK1748'STATION MARK BY ABOUT FIVE DEGREES, BUT THE HOIZONTAL ANGLES CHECKED.
 KK1748'THERE WAS A 10 METER (32.8 FT) BUST IN THE DISTANCE FROM THE STATION
 KK1748'MARK TO THE AZIMUTH MARK BUT NO INDICATION THAT THE MARK HAS BEEN
 KK1748'MOVED.  AT THIS TIME DUE TO THE POSSIBLE CONSTRUCTION OF THE AREA THAT
 KK1748'THE AZIMUTH MARK IS IN, A SECOND AZIMUTH MARK NO 2 WAS SET.  BOTH
 KK1748'AZIMUTH MARKS WILL REMAIN IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE7661 ***********************************************************************
 AE7661  DESIGNATION -  LINE RESET
 AE7661  PID         -  AE7661
 AE7661  STATE/COUNTY-  CO/BOULDER
 AE7661  USGS QUAD   -  LAFAYETTE (1994)
 AE7661
 AE7661                         *CURRENT SURVEY CONTROL
 AE7661  ___________________________________________________________________
 AE7661* NAD 83(1986)-  39 55 06.     (N)    105 03 12.     (W)     SCALED    
 AE7661* NAVD 88     -      1621.27   (meters)    5319.1    (feet)  RESET     
 AE7661  ___________________________________________________________________
 AE7661  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 AE7661
 AE7661  VERT ORDER  -  THIRD
 AE7661
 AE7661.The horizontal coordinates were scaled from a topographic map and have
 AE7661.an estimated accuracy of +/- 6 seconds.
 AE7661
 AE7661.The orthometric height was computed from unverified reset data.
 AE7661
 AE7661.The geoid height was determined by GEOID03.
 AE7661
 AE7661;                    North         East    Units  Estimated Accuracy
 AE7661;SPC CO N     -   369,850.      952,590.      MT  (+/- 180 meters Scaled)
 AE7661
 AE7661                          SUPERSEDED SURVEY CONTROL
 AE7661
 AE7661.No superseded survey control is available for this station.
 AE7661
 AE7661_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE954186(NAD 83)
 AE7661_MARKER: DV = VERTICAL CONTROL DISK
 AE7661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE7661_STAMPING: LINE RESET 1994
 AE7661_MARK LOGO: NGS   
 AE7661_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE7661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7661+STABILITY: SURFACE MOTION
 AE7661
 AE7661  HISTORY     - Date     Condition        Report By
 AE7661  HISTORY     - 1994     MONUMENTED       USGS
 AE7661
 AE7661                          STATION DESCRIPTION
 AE7661
 AE7661'DESCRIBED BY US GEOLOGICAL SURVEY 1994 (RSC)
 AE7661'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF BROOMFIELD, ABOUT
 AE7661'2.5 MI (4.0 KM) EAST OF THE JEFFERSON COUNTY AIRPORT, 0.5 MI (0.8 KM)
 AE7661'SOUTHEAST OF THE BROOMFIELD RESERVOIR, 0.25 MI (0.40 KM) NORTH OF THE
 AE7661'JEFFERSON, ADAMS AND BOULDER COUNTY JUNCTION CORNER. TO REACH THE
 AE7661'STATION FROM THE INTERSECTION OF 120TH AVENUE AND SHERIDAN BLVD., GO
 AE7661'NORTH ON SHERIDAN BLVD.  FOR 0.3 MI (0.5 KM) TO THE STATION ON THE
 AE7661'LEFT. THE STATION IS A BENCH MARK DISK SET IN A ROUND CONCRETE POST
 AE7661'RECESSED 0.1 FT (3.0 CM) BELOW GROUND LEVEL.  IT IS 46.8 M (153.5 FT)
 AE7661'EAST OF THE INTERSECTION OF INVERNESS STREET AND MCINTOSH AVENUE, 12.3
 AE7661'M (40.4 FT) WEST OF THE CENTER LINE OF SHERIDAN BLVD., 4.0 M (13.1 FT)
 AE7661'WEST OF THE WEST EDGE OF A NORTH-SOUTH SIDEWALK, 3.85 M (12.63 FT)
 AE7661'NORTH OF THE CENTER OF A PUBLIC ACCESS CONCRETE WALK TO A
 AE7661'SUB-DIVISION, 3.8 M (12.5 FT) SOUTH OF A FENCE CORNER, 2.0 M (6.6 FT)
 AE7661'NORTH OF THE CENTER OF A TELEPHONE RISER, 0.5 M (1.6 FT)
 AE7661'NORTH-NORTHWEST OF A WITNESS POST, 0.3 M (1.0 FT) WEST OF THE WESTERN
 AE7661'RIGHT-OF-WAY FENCE AND ABOUT 0.6 M (2.0 FT) ABOVE SHERIDAN BLVD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0431 ***********************************************************************
 KJ0431  DESIGNATION -  LING ET
 KJ0431  PID         -  KJ0431
 KJ0431  STATE/COUNTY-  CO/KIT CARSON
 KJ0431  USGS QUAD   -  BURLINGTON (1984)
 KJ0431
 KJ0431                         *CURRENT SURVEY CONTROL
 KJ0431  ___________________________________________________________________
 KJ0431* NAD 83(1992)-  39 18 23.58272(N)    102 16 38.99137(W)     ADJUSTED  
 KJ0431* NAVD 88     -      1322.6    (meters)    4339.     (feet)  VERTCON   
 KJ0431  ___________________________________________________________________
 KJ0431  LAPLACE CORR-          -3.26  (seconds)                    DEFLEC99
 KJ0431  GEOID HEIGHT-         -23.01  (meters)                     GEOID03
 KJ0431
 KJ0431  HORZ ORDER  -  SECOND
 KJ0431
 KJ0431.The horizontal coordinates were established by classical geodetic methods
 KJ0431.and adjusted by the National Geodetic Survey in January 1993..
 KJ0431
 KJ0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0431
 KJ0431.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0431
 KJ0431.The geoid height was determined by GEOID03.
 KJ0431
 KJ0431;                    North         East     Units Scale Factor Converg.
 KJ0431;SPC CO C     -   473,268.295 1,192,272.746   MT  0.99994232   +2 01 56.6
 KJ0431;SPC CO C     - 1,552,714.40  3,911,648.17   sFT  0.99994232   +2 01 56.6
 KJ0431;UTM  13      - 4,354,330.144   734,743.247   MT  1.00027853   +1 43 31.5
 KJ0431
 KJ0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0431!SPC CO C     -   0.99979614  x   0.99994232  =   0.99973847
 KJ0431!UTM  13      -   0.99979614  x   1.00027853  =   1.00007462
 KJ0431
 KJ0431:                Primary Azimuth Mark                     Grid Az
 KJ0431:SPC CO C     -  BURLINGTON                               026 25 11.5
 KJ0431:UTM  13      -  BURLINGTON                               026 43 36.6
 KJ0431
 KJ0431|---------------------------------------------------------------------|
 KJ0431| PID    Reference Object                     Distance      Geod. Az  |
 KJ0431|                                                           dddmmss.s |
 KJ0431| KJ0081 BURLINGTON                          APPROX. 0.7 KM 0282708.1 |
 KJ0431|---------------------------------------------------------------------|
 KJ0431
 KJ0431                          SUPERSEDED SURVEY CONTROL
 KJ0431
 KJ0431  NAD 83(1986)-  39 18 23.58060(N)    102 16 38.98985(W) AD(       ) 2
 KJ0431  NAD 27      -  39 18 23.59496(N)    102 16 37.30585(W) AD(       ) 2
 KJ0431  NGVD 29 (07/19/86) 1322.1    (m)         4338.     (f) VERT ANG       
 KJ0431
 KJ0431.Superseded values are not recommended for survey control.
 KJ0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0431.See file dsdata.txt to determine how the superseded data were derived.
 KJ0431
 KJ0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD3474354330(NAD 83)
 KJ0431_MARKER: DD = SURVEY DISK
 KJ0431_SETTING: 0 = UNSPECIFIED SETTING
 KJ0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KJ0431
 KJ0431  HISTORY     - Date     Condition        Report By
 KJ0431  HISTORY     - 1969     MONUMENTED       USGS
 KJ0431
 KJ0431                          STATION DESCRIPTION
 KJ0431
 KJ0431'DESCRIBED BY US GEOLOGICAL SURVEY 1969 (GDF)
 KJ0431'THE STATION IS LOCATED IN THE NORTHWEST PART OF BURLINGTON,
 KJ0431'COLORADO.  ON THE NORTH PORTION OF THE HEADER OF THE CO-OP
 KJ0431'ELEVATOR.
 KJ0431'
 KJ0431'TO REACH FROM THE POST OFFICE IN BURLINGTON GO NORTH 1.5 BLOCKS
 KJ0431'TO RAILROAD AVENUE, TURN LEFT WEST AND GO TO POMEROY STREET ON
 KJ0431'THE LEFT AND THE GRAIN ELEVATOR ON THE RIGHT, TAKE THE MAN LIFT
 KJ0431'TO THE TOP FLOOR, CLIMB THE STEEL LADDER TO MAN HOLE IN ROOF,
 KJ0431'PASS THROUGH AND GO TO NORTH SIDE AND CENTER OF TWO
 KJ0431'BLOWERS.  STATION IS 5.9 FEET NORTHWEST OF EAST BLOWER, 5.8
 KJ0431'FEET NORTHEAST OF WEST BLOWER, 11.0 FEET EAST-NORTHEAST OF
 KJ0431'PROTRUDING BOLT ON WEST EDGE OF ELEVATOR, 10.9 FEET
 KJ0431'WEST-NORTHWEST OF PROTRUDING BOLT ON EAST EDGE OF ELEVATOR.
 KJ0431'
 KJ0431'STATION MARK IS A USGS BRONZE TABLET CEMENTED IN DRILL HOLE
 KJ0431'AND COUNTER SUNK FLUSH WITH CONCRETE ROOF COVERED WITH TAR
 KJ0431'PAPER AND TAR, AND IS STAMPED LING E.T. 1969.
 KJ0431'
 KJ0431'NO REFERENCE MARKS ESTABLISHED.
 KJ0431'
 KJ0431'USC AND GS STATION BURLINGTON IS VISIBLE FROM THE SURFACE AND
 KJ0431'WILL SERVE AS THE AZIMUTH MARK.
 KJ0431'
 KJ0431'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0831 ***********************************************************************
 JJ0831  DESIGNATION -  LINK
 JJ0831  PID         -  JJ0831
 JJ0831  STATE/COUNTY-  CO/PROWERS
 JJ0831  USGS QUAD   -  LAMAR WEST (1979)
 JJ0831
 JJ0831                         *CURRENT SURVEY CONTROL
 JJ0831  ___________________________________________________________________
 JJ0831* NAD 83(1992)-  38 07 19.54327(N)    102 43 24.28953(W)     ADJUSTED  
 JJ0831* NAVD 88     -      1147.     (meters)    3763.     (feet)  SCALED    
 JJ0831  ___________________________________________________________________
 JJ0831  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 JJ0831  GEOID HEIGHT-         -23.08  (meters)                     GEOID03
 JJ0831
 JJ0831  HORZ ORDER  -  THIRD
 JJ0831
 JJ0831.The horizontal coordinates were established by classical geodetic methods
 JJ0831.and adjusted by the National Geodetic Survey in January 1993..
 JJ0831
 JJ0831.The orthometric height was scaled from a topographic map.
 JJ0831
 JJ0831.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0831
 JJ0831.The geoid height was determined by GEOID03.
 JJ0831
 JJ0831;                    North         East     Units Scale Factor Converg.
 JJ0831;SPC CO S     -   469,949.769 1,157,825.265   MT  0.99995799   +1 42 11.1
 JJ0831;SPC CO S     - 1,541,826.87  3,798,631.72   sFT  0.99995799   +1 42 11.1
 JJ0831;UTM  13      - 4,221,810.143   699,558.957   MT  1.00009049   +1 24 21.2
 JJ0831
 JJ0831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0831!SPC CO S     -   0.99982375  x   0.99995799  =   0.99978174
 JJ0831!UTM  13      -   0.99982375  x   1.00009049  =   0.99991422
 JJ0831
 JJ0831:                Primary Azimuth Mark                     Grid Az
 JJ0831:SPC CO S     -  LAMAR RADIO STA KLMR RADIO MST           093 23 55.9
 JJ0831:UTM  13      -  LAMAR RADIO STA KLMR RADIO MST           093 41 45.8
 JJ0831
 JJ0831|---------------------------------------------------------------------|
 JJ0831| PID    Reference Object                     Distance      Geod. Az  |
 JJ0831|                                                           dddmmss.s |
 JJ0831| JJ0824 LAMAR RADIO STA KLMR RADIO MST      APPROX. 9.1 KM 0950607.0 |
 JJ0831| JJ0825 LAMAR CREAMERY STACK                APPROX.10.2 KM 1085717.0 |
 JJ0831| JJ0827 LAMAR DES MARTEAU COMM ELEV         APPROX. 9.1 KM 1132846.9 |
 JJ0831| CM8982 LINK AZ MK                                         1830235.7 |
 JJ0831| CM8983 LINK RM 1                            13.402 METERS 23351     |
 JJ0831| CM8984 LINK RM 2                            15.146 METERS 31458     |
 JJ0831|---------------------------------------------------------------------|
 JJ0831
 JJ0831                          SUPERSEDED SURVEY CONTROL
 JJ0831
 JJ0831  NAD 83(1986)-  38 07 19.53819(N)    102 43 24.28364(W) AD(       ) 3
 JJ0831  NAD 27      -  38 07 19.51221(N)    102 43 22.57951(W) AD(       ) 3
 JJ0831
 JJ0831.Superseded values are not recommended for survey control.
 JJ0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0831.See file dsdata.txt to determine how the superseded data were derived.
 JJ0831
 JJ0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC9955921810(NAD 83)
 JJ0831_MARKER: DS = TRIANGULATION STATION DISK
 JJ0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0831_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 JJ0831
 JJ0831  HISTORY     - Date     Condition        Report By
 JJ0831  HISTORY     - 1954     MONUMENTED       CGS
 JJ0831  HISTORY     - 1980     GOOD             NGS
 JJ0831
 JJ0831                          STATION DESCRIPTION
 JJ0831
 JJ0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0831'STATION IS LOCATED, AIRLINE, ABOUT 5-1/2 MILES NORTHWEST OF LAMAR,
 JJ0831'2-3/4 MILES SOUTH OF WILEY, 0.6 MILE NORTH OF THE JUNCTION OF
 JJ0831'U.S. HIGHWAYS 287 AND 50 AND ON THE EAST SIDE OF U.S. HIGHWAY
 JJ0831'287 IN PASTURE LAND.
 JJ0831'
 JJ0831'STATION IS REACHED AS FOLLOWS--FROM THE JUNCTION OF U.S. HIGHWAYS
 JJ0831'287 AND 50 AT THE MAIN INTERSECTION IN LAMAR, GO NORTH AND
 JJ0831'WEST ON U.S. HIGHWAYS 287 AND 50 FOR 7.7 MILES TO THE JUNCTION
 JJ0831'WHERE U.S. HIGHWAY 287 TURNS NORTH.  TURN NORTH AND GO 0.6 MILE
 JJ0831'TO THE STATION ON THE RIGHT, EAST, JUST NORTH OF A GATE.
 JJ0831'
 JJ0831'STATION MARK, STAMPED LINK 1954, IS A STANDARD DISK SET IN THE
 JJ0831'TOP OF A 10 INCH SQUARE CONCRETE POST THAT IS FLUSH WITH THE
 JJ0831'GROUND.  IT IS 33.0 FEET EAST OF THE FENCE LINE, 4.0 FEET
 JJ0831'SOUTHWEST OF A WITNESS POST AND IN THE CENTER OF THE WEST
 JJ0831'SQUARE OF A DOUBLE 10 FOOT SQUARE CONCRETE FOUNDATION.
 JJ0831'
 JJ0831'REFERENCE MARK NUMBER 1, STAMPED LINK NO 1 1954, IS A STANDARD
 JJ0831'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST, FLUSH WITH
 JJ0831'THE GROUND AND AT THE SAME ELEVATION AS THE STATION.  IT IS
 JJ0831'12 INCHES EAST OF THE FENCE LINE.
 JJ0831'
 JJ0831'REFERENCE MARK NUMBER 2, STAMPED LINK NO 2 1954, IS A STANDARD
 JJ0831'DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST, FLUSH WITH
 JJ0831'THE GROUND AND AT THE SAME ELEVATION AS THE STATION.  IT IS
 JJ0831'12 INCHES EAST OF THE FENCE LINE.
 JJ0831'
 JJ0831'AZIMUTH MARK, STAMPED LINK 1954, IS A STANDARD DISK SET IN THE
 JJ0831'TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES.
 JJ0831'TO REACH FROM THE STATION, GO SOUTH FOR 0.6 MILE TO THE JUNCTION.
 JJ0831'THE AZIMUTH MARK IS IN THE NORTHWEST ANGLE OF THE INTERSECTION,
 JJ0831'51.0 FEET EAST OF THE CENTERLINE CURB OF U.S. HIGHWAY 287,
 JJ0831'12 INCHES EAST OF A FENCE CORNER POST AND 2.0 FEET EAST OF A
 JJ0831'HIGHWAY R.O.W. MARKER.
 JJ0831'
 JJ0831'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JJ0831
 JJ0831                          STATION RECOVERY (1980)
 JJ0831
 JJ0831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 JJ0831'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE AND
 JJ0831'DIRECTION TO REFERENCE MARKS COMPARED FAVORABLY WITH PREVIOUS
 JJ0831'DATA.  LINE TO AZIMUTH MARK IS BLOCKED AT PRESENT BY TREE LINES.
 JJ0831'
 JJ0831'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 287 AND 50
 JJ0831'WHICH IS ABOUT 6 MILES NORTHWEST OF THE CENTER OF LAMAR.  GO NORTH ON
 JJ0831'U.S. HIGHWAY 287 FOR 0.6 MILE TO THE STATION ON RIGHT, INSIDE A FENCED
 JJ0831'PASTURE.  THE AZIMUTH MARK IS IN THE NORTHWEST ANGLE OF THE HIGHWAY
 JJ0831'JUNCTION, AS DESCRIBED.
 JJ0831'
 JJ0831'STATION IS A STANDARD DISK, STAMPED---LINK 1954---SET IN THE TOP OF
 JJ0831'A SQUARE CONCRETE MONUMENT, FLUSH WITH THE GROUND, 76 FEET EAST OF
 JJ0831'CENTER U.S. HIGHWAY 287, 37 FEET EAST OF A FENCE, 14 FEET EAST OF
 JJ0831'CENTER TRACK ROAD, 4.7 FEET SOUTHWEST OF A WOOD WITNESS POST.
 JJ0831'
 JJ0831'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---LINK NO 1 1954---SET
 JJ0831'IN THE TOP OF A SQUARE CONCRETE MONUMENT ABOUT 3 INCHES BELOW GROUND,
 JJ0831'41 FEET EAST OF CENTER HIGHWAY 287, 24 FEET WEST OF CENTER TRACK ROAD,
 JJ0831'1.2 FEET EAST OF THE FENCE.
 JJ0831'
 JJ0831'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---LINK NO 2 1954---SET
 JJ0831'IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND, 41
 JJ0831'FEET EAST OF CENTER HIGHWAY 287, 18 FEET WEST OF CENTER TRACK ROAD,
 JJ0831'1.2 FEET EAST OF THE FENCE.
 JJ0831'
 JJ0831'AZIMUTH MARK IS A STANDARD DISK, STAMPED---LINK 1954---SET IN THE
 JJ0831'TOP OF A SQUARE CONCRETE MONUMENT ABOUT 8 INCHES BELOW THE GROUND
 JJ0831'SURFACE, 176 FEET NORTH OF CENTER U.S. HIGHWAY 50, 57 FEET EAST OF THE
 JJ0831'CENTER U.S. HIGHWAY 287, 148 FEET NORTHWEST OF A LARGE HIGHWAY STOP
 JJ0831'SIGN POST WHICH IS IN MEDIAN OF HIGHWAY 287 AND AT THE TWO HIGHWAYS
 JJ0831'JUNCTION, 1.7 FEET WEST OF EAST EDGE OF A LOW EMBANKMENT, 1.3 FEET
 JJ0831'EAST OF AN OLD BROKEN FENCE POST AND FENCE, 1 FOOT EAST OF A METAL
 JJ0831'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1569 ***********************************************************************
 KK1569  DESIGNATION -  LINNEBUR
 KK1569  PID         -  KK1569
 KK1569  STATE/COUNTY-  CO/ADAMS
 KK1569  USGS QUAD   -  LEADER NW (1951)
 KK1569
 KK1569                         *CURRENT SURVEY CONTROL
 KK1569  ___________________________________________________________________
 KK1569* NAD 83(1992)-  39 59 33.86071(N)    104 12 39.34102(W)     ADJUSTED  
 KK1569* NAVD 88     -      1523.     (meters)    4997.     (feet)  SCALED    
 KK1569  ___________________________________________________________________
 KK1569  LAPLACE CORR-          -3.24  (seconds)                    DEFLEC99
 KK1569  GEOID HEIGHT-         -18.88  (meters)                     GEOID03
 KK1569
 KK1569  HORZ ORDER  -  THIRD
 KK1569
 KK1569.The horizontal coordinates were established by classical geodetic methods
 KK1569.and adjusted by the National Geodetic Survey in January 1993..
 KK1569
 KK1569.The orthometric height was scaled from a topographic map.
 KK1569
 KK1569.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1569
 KK1569.The geoid height was determined by GEOID03.
 KK1569
 KK1569;                    North         East     Units Scale Factor Converg.
 KK1569;SPC CO N     -   378,814.442 1,024,484.794   MT  0.99996693   +0 49 58.5
 KK1569;SPC CO N     - 1,242,827.05  3,361,163.86   sFT  0.99996693   +0 49 58.5
 KK1569;UTM  13      - 4,427,249.454   567,362.452   MT  0.99965586   +0 30 25.7
 KK1569
 KK1569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1569!SPC CO N     -   0.99976412  x   0.99996693  =   0.99973106
 KK1569!UTM  13      -   0.99976412  x   0.99965586  =   0.99942006
 KK1569
 KK1569:                Primary Azimuth Mark                     Grid Az
 KK1569:SPC CO N     -  ALKIRE                                   022 52 30.9
 KK1569:UTM  13      -  ALKIRE                                   023 12 03.7
 KK1569
 KK1569|---------------------------------------------------------------------|
 KK1569| PID    Reference Object                     Distance      Geod. Az  |
 KK1569|                                                           dddmmss.s |
 KK1569| LL1204 ALKIRE                              APPROX. 8.9 KM 0234229.4 |
 KK1569|---------------------------------------------------------------------|
 KK1569
 KK1569                          SUPERSEDED SURVEY CONTROL
 KK1569
 KK1569  NAD 83(1986)-  39 59 33.84952(N)    104 12 39.34006(W) AD(       ) 3
 KK1569  NAD 27      -  39 59 33.89870(N)    104 12 37.52153(W) AD(       ) 3
 KK1569
 KK1569.Superseded values are not recommended for survey control.
 KK1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1569.See file dsdata.txt to determine how the superseded data were derived.
 KK1569
 KK1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE6736227249(NAD 83)
 KK1569_MARKER: DD = SURVEY DISK
 KK1569_SETTING: 0 = UNSPECIFIED SETTING
 KK1569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1569
 KK1569  HISTORY     - Date     Condition        Report By
 KK1569  HISTORY     - 1949     MONUMENTED       USGS
 KK1569
 KK1569                          STATION DESCRIPTION
 KK1569
 KK1569'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 KK1569'STATION IS LOCATED NEAR N. END OF SMALL RIDGE, 7.5 MI. (AIRLINE) W.
 KK1569'FROM HOYT, COLORADO, POST OFFICE, 12.0 MI. (AIRLINE) SE. FROM
 KK1569'PROSPECT VALLEY, COLORADO, POST OFFICE, AND 816 FT. W. FROM
 KK1569'CENTERLINE OF FIELD RD. AT T-FENCE W., WHICH IS THE NE. CORNER OF
 KK1569'SE. 1/4 SEC. 4, T 1 S, R 61 W.
 KK1569'
 KK1569'TO REACH FROM PROSPECT VALLEY, COLORADO, POST OFFICE, PROCEED E.
 KK1569'ALONG STATE HIGHWAY 52 9.0 MI. TO CROSSROADS, TURN RIGHT (S.) AND
 KK1569'CONTINUE 4.0 MI. TO T-RD. E., TURN LEFT (E.) AND CONTINUE 2.0 MI.
 KK1569'TO CROSSROADS, TURN RIGHT (S.) AND CONTINUE 1.5 MI. ALONG FIELD RD.
 KK1569'TO FENCE LINE W. AND STATION SITE.
 KK1569'
 KK1569'STATION MARK--STANDARD TABLET, STAMPED ---LINNEBUR 1948---, AND SET
 KK1569'IN CONCRETE POST.
 KK1569'
 KK1569'REFERENCE MARK NO. 1--STANDARD TABLET, STAMPED ---LINNEBUR R.M. NO. 1
 KK1569'1948---, AND SET IN A CONCRETE POST, 2 FT. BELOW GROUND LEVEL, 72.7
 KK1569'FT. FROM STATION, N 03 DEG 10 MIN E.
 KK1569'
 KK1569'REFERENCE MARK NO. 2--STANDARD TABLET, STAMPED ---LINNEBUR R.M. NO. 2
 KK1569'1948---, AND SET IN A CONCRETE POST, PROTRUDING 4 IN. ABOVE GROUND
 KK1569'ON FENCE LINE, 83.5 FT. FROM STATION, N 89 DEG 18 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0751 ***********************************************************************
 JL0751  DESIGNATION -  LION
 JL0751  PID         -  JL0751
 JL0751  STATE/COUNTY-  CO/GUNNISON
 JL0751  USGS QUAD   -  WEST ELK PEAK SW (1973)
 JL0751
 JL0751                         *CURRENT SURVEY CONTROL
 JL0751  ___________________________________________________________________
 JL0751* NAD 83(1992)-  38 33 50.55355(N)    107 13 05.97203(W)     ADJUSTED  
 JL0751* NAVD 88     -      3066.3    (meters)   10060.     (feet)  VERTCON   
 JL0751  ___________________________________________________________________
 JL0751  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 JL0751  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 JL0751
 JL0751  HORZ ORDER  -  THIRD
 JL0751
 JL0751.The horizontal coordinates were established by classical geodetic methods
 JL0751.and adjusted by the National Geodetic Survey in January 1993..
 JL0751
 JL0751.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0751
 JL0751.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0751
 JL0751.The geoid height was determined by GEOID03.
 JL0751
 JL0751;                    North         East     Units Scale Factor Converg.
 JL0751;SPC CO C     -   387,331.111   764,652.349   MT  0.99997954   -1 05 01.4
 JL0751;SPC CO C     - 1,270,768.82  2,508,696.92   sFT  0.99997954   -1 05 01.4
 JL0751;UTM  13      - 4,270,732.788   306,727.256   MT  1.00006003   -1 22 59.9
 JL0751
 JL0751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0751!SPC CO C     -   0.99952136  x   0.99997954  =   0.99950091
 JL0751!UTM  13      -   0.99952136  x   1.00006003  =   0.99958137
 JL0751
 JL0751:                Primary Azimuth Mark                     Grid Az
 JL0751:SPC CO C     -  RED                                      209 56 20.8
 JL0751:UTM  13      -  RED                                      210 14 19.3
 JL0751
 JL0751|---------------------------------------------------------------------|
 JL0751| PID    Reference Object                     Distance      Geod. Az  |
 JL0751|                                                           dddmmss.s |
 JL0751| JL0754 RED                                 APPROX. 5.3 KM 2085119.4 |
 JL0751|---------------------------------------------------------------------|
 JL0751
 JL0751                          SUPERSEDED SURVEY CONTROL
 JL0751
 JL0751  NAD 83(1986)-  38 33 50.55136(N)    107 13 05.98189(W) AD(       ) 3
 JL0751  NAD 27      -  38 33 50.57988(N)    107 13 03.78137(W) AD(       ) 3
 JL0751  NGVD 29 (07/19/86) 3064.6    (m)        10054.     (f) VERT ANG       
 JL0751
 JL0751.Superseded values are not recommended for survey control.
 JL0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0751.See file dsdata.txt to determine how the superseded data were derived.
 JL0751
 JL0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC0672770733(NAD 83)
 JL0751_MARKER: DD = SURVEY DISK
 JL0751_SETTING: 80 = SET IN A BOULDER
 JL0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0751+STABILITY: SURFACE MOTION
 JL0751
 JL0751  HISTORY     - Date     Condition        Report By
 JL0751  HISTORY     - 1950     MONUMENTED       USGS
 JL0751
 JL0751                          STATION DESCRIPTION
 JL0751
 JL0751'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JL0751'STATION LOCATED ABOUT 8 MI. AIRLINE NE. OF SAPINERO, 9 MI. AIRLINE
 JL0751'NW. OF IOLA, ON THE HIGHEST PART OF THE RIDGE BETWEEN RED CREEK AND
 JL0751'LION GULCH.
 JL0751'
 JL0751'TO REACH STATION FROM GUNNISON POST OFFICE, GO 1 BLOCK S. TO U.S.
 JL0751'HIGHWAY 50.  TURN RIGHT (W.) ON HIGHWAY 50 21.5 MI. TO SIDE RD. N.
 JL0751'UP RED CREEK.  TAKE RD. UP RED CREEK 9.2 MI. TO END OF TRUCK TRAVEL.
 JL0751'PACK UP RIDGE NW. TO HIGHEST PART AND STATION SITE (ABOUT A 1 HOUR
 JL0751'PACK).
 JL0751'
 JL0751'STATION MARK--STANDARD TABLET, STAMPED ---LION 1950---, CEMENTED IN
 JL0751'BOULDER.
 JL0751'
 JL0751'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---LION
 JL0751'1950 NO. 1---, CEMENTED IN A BOULDER 8.10 FT. FROM STATION MARK,
 JL0751'S 03 DEG 12 MIN W.
 JL0751'
 JL0751'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---LION
 JL0751'1950 NO. 2---, CEMENTED IN A BOULDER 25.85 FT. FROM STATION MARK,
 JL0751'N 74 DEG 49 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0587 ***********************************************************************
 LM0587  DESIGNATION -  LIONS
 LM0587  PID         -  LM0587
 LM0587  STATE/COUNTY-  CO/GRAND
 LM0587  USGS QUAD   -  HINMAN RESERVOIR (1980)
 LM0587
 LM0587                         *CURRENT SURVEY CONTROL
 LM0587  ___________________________________________________________________
 LM0587* NAD 83(1992)-  40 08 13.87867(N)    106 25 39.70565(W)     ADJUSTED  
 LM0587* NAVD 88     -      2301.95   (+/-2cm)    7552.3    (feet)  VERTCON   
 LM0587  ___________________________________________________________________
 LM0587  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 LM0587  GEOID HEIGHT-         -12.59  (meters)                     GEOID03
 LM0587
 LM0587  HORZ ORDER  -  FIRST
 LM0587  VERT ORDER  -  THIRD ? (See Below)
 LM0587
 LM0587.The horizontal coordinates were established by classical geodetic methods
 LM0587.and adjusted by the National Geodetic Survey in January 1993..
 LM0587
 LM0587.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0587.The vertical order pertains to the NGVD 29 superseded value.
 LM0587
 LM0587.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0587
 LM0587.The geoid height was determined by GEOID03.
 LM0587
 LM0587;                    North         East     Units Scale Factor Converg.
 LM0587;SPC CO N     -   394,466.289   835,345.751   MT  0.99995880   -0 35 57.9
 LM0587;SPC CO N     - 1,294,178.15  2,740,630.18   sFT  0.99995880   -0 35 57.9
 LM0587;UTM  13      - 4,443,960.908   378,374.378   MT  0.99978210   -0 55 13.6
 LM0587
 LM0587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0587!SPC CO N     -   0.99964098  x   0.99995880  =   0.99959980
 LM0587!UTM  13      -   0.99964098  x   0.99978210  =   0.99942316
 LM0587
 LM0587|---------------------------------------------------------------------|
 LM0587| PID    Reference Object                     Distance      Geod. Az  |
 LM0587|                                                           dddmmss.s |
 LM0587| CP5702 LIONS RM 1                           14.777 METERS 17157     |
 LM0587| CP5701 LIONS AZ MK                                        1790657.6 |
 LM0587| CP5703 LIONS RM 2                           19.022 METERS 26325     |
 LM0587|---------------------------------------------------------------------|
 LM0587
 LM0587                          SUPERSEDED SURVEY CONTROL
 LM0587
 LM0587  NAD 83(1986)-  40 08 13.87450(N)    106 25 39.70312(W) AD(       ) 1
 LM0587  NAD 27      -  40 08 13.93000(N)    106 25 37.58100(W) AD(       ) 1
 LM0587  NGVD 29 (07/19/86) 2300.65   (m)         7548.0    (f) LEVELING    3  
 LM0587
 LM0587.Superseded values are not recommended for survey control.
 LM0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0587.See file dsdata.txt to determine how the superseded data were derived.
 LM0587
 LM0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE7837443961(NAD 83)
 LM0587_MARKER: DS = TRIANGULATION STATION DISK
 LM0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0587
 LM0587  HISTORY     - Date     Condition        Report By
 LM0587  HISTORY     - 1939     MONUMENTED       CGS
 LM0587  HISTORY     - 1958     GOOD             CGS
 LM0587
 LM0587                          STATION DESCRIPTION
 LM0587
 LM0587'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ)
 LM0587'ABOUT 6 MILES NORTH-NORTHWEST OF KREMMLING, IN A TRIANGULAR
 LM0587'SHAPED PIECE OF LAND BOUNDED BY THE OLD AND THE RELOCATED
 LM0587'RIGHT-OF-WAYS OF U.S. HIGHWAY 40 AND STATE HIGHWAY 84.  THE
 LM0587'STATION IS 280 YARDS EAST OF THE CENTER OF THE NEW U.S. HIGHWAY
 LM0587'40, 45 YARDS WEST OF THE CENTER OF OLD U.S. HIGHWAY 40, 17
 LM0587'YARDS SOUTH OF THE CENTER OF STATE HIGHWAY 84.
 LM0587'
 LM0587'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 9 AND 11 WITH U.S.
 LM0587'HIGHWAY 40 IN KREMMLING, GO NORTHWESTERLY ON U.S. HIGHWAY 40
 LM0587'FOR 6.0 MILES TO THE STATION.
 LM0587'
 LM0587'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 LM0587'DISKS IN CONCRETE, AND AZIMUTH MARK IS A
 LM0587'STANDARD BRONZE DISK SET IN A BOULDER.
 LM0587'
 LM0587'AZIMUTH MARK IS 1.3 MILES SOUTH ALONG U.S. HIGHWAY 40 FROM THE
 LM0587'STATION.  IT IS 150 YARDS EAST OF THE CENTER OF THE HIGHWAY, AND
 LM0587'ON TOP OF A LOW RIDGE.
 LM0587'
 LM0587'THE STATION MARK, REFERENCE MARKS, AND AZIMUTH MARKS ARE
 LM0587'STAMPED LIONS 1938.
 LM0587
 LM0587                          STATION RECOVERY (1958)
 LM0587
 LM0587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL)
 LM0587'THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 LM0587'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 LM0587'THAT THE STATION MAY BE REACHED FROM THE INTERSECTION OF STATE
 LM0587'HIGHWAY 84 AND U.S. HIGHWAY 40, ABOUT 6 MILES NORTH OF KREMMLING
 LM0587'BY GOING SOUTH ON HIGHWAY 40 FOR 0.2 MILE TO A ROAD LEFT THROUGH
 LM0587'A GATE.  TURN LEFT (EAST) FOR ABOUT 0.1 MILE TO THE STATION IN A
 LM0587'GRASS PLOT BETWEEN TWO GRAVELED STRIPS (ABANDONED ROADS).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3129 ***********************************************************************
 AA3129  DESIGNATION -  LIRA
 AA3129  PID         -  AA3129
 AA3129  STATE/COUNTY-  CO/FREMONT
 AA3129  USGS QUAD   -  MOUNT PITTSBURG (1994)
 AA3129
 AA3129                         *CURRENT SURVEY CONTROL
 AA3129  ___________________________________________________________________
 AA3129* NAD 83(1992)-  38 31 25.50145(N)    104 57 55.82529(W)     ADJUSTED  
 AA3129* NAVD 88     -      1857.8    (meters)    6095.     (feet)  GPS OBS   
 AA3129  ___________________________________________________________________
 AA3129  X           -  -1,290,636.873 (meters)                     COMP
 AA3129  Y           -  -4,828,347.479 (meters)                     COMP
 AA3129  Z           -   3,952,238.877 (meters)                     COMP
 AA3129  LAPLACE CORR-          -9.27  (seconds)                    DEFLEC99
 AA3129  ELLIP HEIGHT-        1840.80  (meters)          (12/03/02) GPS OBS
 AA3129  GEOID HEIGHT-         -17.05  (meters)                     GEOID03
 AA3129
 AA3129  HORZ ORDER  -  FIRST
 AA3129  ELLP ORDER  -  FOURTH    CLASS II
 AA3129
 AA3129.The horizontal coordinates were established by GPS observations
 AA3129.and adjusted by the National Geodetic Survey in September 1994..
 AA3129
 AA3129.The orthometric height was determined by GPS observations and a
 AA3129.high-resolution geoid model.
 AA3129
 AA3129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3129
 AA3129.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3129
 AA3129.The ellipsoidal height was determined by GPS observations
 AA3129.and is referenced to NAD 83.
 AA3129
 AA3129.The geoid height was determined by GEOID03.
 AA3129
 AA3129;                    North         East     Units Scale Factor Converg.
 AA3129;SPC CO C     -   381,579.315   961,010.909   MT  0.99998632   +0 20 13.6
 AA3129;SPC CO C     - 1,251,898.14  3,152,916.62   sFT  0.99998632   +0 20 13.6
 AA3129;UTM  13      - 4,263,929.378   503,006.726   MT  0.99960011   +0 01 17.3
 AA3129
 AA3129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3129!SPC CO C     -   0.99971125  x   0.99998632  =   0.99969758
 AA3129!UTM  13      -   0.99971125  x   0.99960011  =   0.99931148
 AA3129
 AA3129                          SUPERSEDED SURVEY CONTROL
 AA3129
 AA3129  ELLIP H (09/12/94) 1840.83   (m)                       GP(       ) 4 1
 AA3129
 AA3129.Superseded values are not recommended for survey control.
 AA3129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3129.See file dsdata.txt to determine how the superseded data were derived.
 AA3129
 AA3129_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC0300763929(NAD 83)
 AA3129_MARKER: I = METAL ROD
 AA3129_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AA3129_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 AA3129_STAMPING: LIRA 1993
 AA3129_MARK LOGO: NGS   
 AA3129_PROJECTION: FLUSH
 AA3129_MAGNETIC: I = MARKER IS A STEEL ROD
 AA3129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3129+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1994
 AA3129_ROD/PIPE-DEPTH: 7.01 meters
 AA3129_SLEEVE-DEPTH  : 0.9 meters
 AA3129
 AA3129  HISTORY     - Date     Condition        Report By
 AA3129  HISTORY     - 1993     MONUMENTED       NGS
 AA3129  HISTORY     - 19940312 GOOD             MSAM
 AA3129
 AA3129                          STATION DESCRIPTION
 AA3129
 AA3129'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1994 (KCH)
 AA3129'THE STATION IS LOCATED ABOUT 14 MILES NORTHEAST OF CANYON CITY,
 AA3129'COLORADO, IN THE NE 1/4 OF SECTION 35, TOWNSHIP 17 SOUTH, RANGE 68
 AA3129'WEST OF THE 6TH P.M., OWNERSHIP-- COLORADO DEPT. OF TRANSPORTATION
 AA3129'RIGHT OF WAY. TO REACH THE STATION FROM THE INTERCHANGE OF STATE
 AA3129'HIGHWAY 115 AND U.S. HIGHWAY 50 GO NORTH ON STATE HIGHWAY 115 TO
 AA3129'MILEPOST 23.7 AND THE STATION ON THE RIGHT. THE STATION MARK IS A
 AA3129'PUNCH HOLE TOP CENTER IN A STEEL ROD ENCASED IN A PVC PIPE WITH A LOGO
 AA3129'CAP SET IN A 2.0 FOOT CONCRETE POST FLUSH WITH THE GROUND. IT IS 236
 AA3129'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY 115, 4.4 FEET NORTHWEST
 AA3129'OF AN ANGLE IRON FENCE POST WITH BRACE, 3. FEET WEST OF THE EAST RIGHT
 AA3129'OF WAY FENCE, 2.6 FEET NORTHEAST OF A FIBERGLASS WITNESS POST, AND 3
 AA3129'FEET SOUTH OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0295 ***********************************************************************
 KM0295  DESIGNATION -  LITTLE
 KM0295  PID         -  KM0295
 KM0295  STATE/COUNTY-  CO/MESA
 KM0295  USGS QUAD   -  SIEBER CANYON (1968)
 KM0295
 KM0295                         *CURRENT SURVEY CONTROL
 KM0295  ___________________________________________________________________
 KM0295* NAD 83(1992)-  39 02 01.21155(N)    108 59 07.26503(W)     ADJUSTED  
 KM0295* NAVD 88     -      1935.4    (meters)    6350.     (feet)  VERTCON   
 KM0295  ___________________________________________________________________
 KM0295  LAPLACE CORR-          10.38  (seconds)                    DEFLEC99
 KM0295  GEOID HEIGHT-         -17.52  (meters)                     GEOID03
 KM0295
 KM0295  HORZ ORDER  -  THIRD
 KM0295
 KM0295.The horizontal coordinates were established by classical geodetic methods
 KM0295.and adjusted by the National Geodetic Survey in November 1997..
 KM0295
 KM0295.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0295
 KM0295.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0295
 KM0295.The geoid height was determined by GEOID03.
 KM0295
 KM0295;                    North         East     Units Scale Factor Converg.
 KM0295;SPC CO C     -   443,834.337   612,714.672   MT  0.99993660   -2 11 53.4
 KM0295;SPC CO C     - 1,456,146.49  2,010,214.72   sFT  0.99993660   -2 11 53.4
 KM0295;UTM  12      - 4,322,444.151   674,376.757   MT  0.99997443   +1 16 08.8
 KM0295
 KM0295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0295!SPC CO C     -   0.99969918  x   0.99993660  =   0.99963580
 KM0295!UTM  12      -   0.99969918  x   0.99997443  =   0.99967362
 KM0295
 KM0295:                Primary Azimuth Mark                     Grid Az
 KM0295:SPC CO C     -  STUBB                                    263 53 02.8
 KM0295:UTM  12      -  STUBB                                    260 25 00.6
 KM0295
 KM0295|---------------------------------------------------------------------|
 KM0295| PID    Reference Object                     Distance      Geod. Az  |
 KM0295|                                                           dddmmss.s |
 KM0295| KM0350 STUBB                               APPROX. 8.1 KM 2614109.4 |
 KM0295|---------------------------------------------------------------------|
 KM0295
 KM0295                          SUPERSEDED SURVEY CONTROL
 KM0295
 KM0295  NAD 83(1992)-  39 02 01.18745(N)    108 59 07.25816(W) AD(       ) 3
 KM0295  NAD 83(1986)-  39 02 01.18780(N)    108 59 07.26041(W) AD(       ) 3
 KM0295  NAD 27      -  39 02 01.27889(N)    108 59 04.88021(W) AD(       ) 3
 KM0295  NGVD 29 (07/19/86) 1934.3    (m)         6346.     (f) VERT ANG       
 KM0295
 KM0295.Superseded values are not recommended for survey control.
 KM0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0295.See file dsdata.txt to determine how the superseded data were derived.
 KM0295
 KM0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ7437722444(NAD 83)
 KM0295_MARKER: DD = SURVEY DISK
 KM0295_SETTING: 66 = SET IN ROCK OUTCROP
 KM0295_SP_SET: SET IN DRILL HOLE IN ROCK LEDGE
 KM0295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0295+STABILITY: POSITION/ELEVATION WELL
 KM0295
 KM0295  HISTORY     - Date     Condition        Report By
 KM0295  HISTORY     - 1954     MONUMENTED       USGS
 KM0295
 KM0295                          STATION DESCRIPTION
 KM0295
 KM0295'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 KM0295'LOCATED ABOUT 22 MI. ENE. OF CISCO, UTAH, 10 MI. SE. OF WESTWATER
 KM0295'SIDING ON THE DENVER, RIO GRANDE, AND WESTERN RAILROAD, 0.5 MI. N.
 KM0295'OF THE LITTLE DOLORES RIVER, ON THE EXTREME W. END OF A LONG,
 KM0295'TIMBERED MESA.
 KM0295'
 KM0295'STATION REACHED BY HELICOPTER.  (THERE IS A RD. PASSING THROUGH A
 KM0295'LARGE CLEARING JUST S. OF THE STATION AND ABOUT 400 FT. LOWER.
 KM0295'ASCENT APPEARS DIFFICULT DUE TO SHEER SANDSTONE SIDES AT THE W.
 KM0295'END OF THE MESA.)
 KM0295'
 KM0295'STATION MARK--STANDARD TABLET STAMPED ---LITTLE 1954--- CEMENTED
 KM0295'IN DRILL HOLE IN SANDSTONE LEDGE.
 KM0295'
 KM0295'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 KM0295'1 1954--- CEMENTED IN DRILL HOLE IN LARGE DETACHED PORTION OF
 KM0295'SANDSTONE, 17.39 FT. FROM STATION MARK, N 11 DEG 32 MIN E.
 KM0295'
 KM0295'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET STAMPED ---NO
 KM0295'2 1954--- CEMENTED IN DRILL HOLE IN SANDSTONE OUTCROP, 31.19 FT.
 KM0295'FROM STATION MARK, S 74 DEG 34 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1394 ***********************************************************************
 LL1394  DESIGNATION -  LITTLE BALD
 LL1394  PID         -  LL1394
 LL1394  STATE/COUNTY-  CO/LARIMER
 LL1394  USGS QUAD   -  DEADMAN (1967)
 LL1394
 LL1394                         *CURRENT SURVEY CONTROL
 LL1394  ___________________________________________________________________
 LL1394* NAD 83(1992)-  40 51 30.81522(N)    105 45 25.60582(W)     ADJUSTED  
 LL1394* NAVD 88     -      3180.2    (meters)   10434.     (feet)  VERTCON   
 LL1394  ___________________________________________________________________
 LL1394  LAPLACE CORR-          -5.98  (seconds)                    DEFLEC99
 LL1394  GEOID HEIGHT-         -11.12  (meters)                     GEOID03
 LL1394
 LL1394  HORZ ORDER  -  THIRD
 LL1394
 LL1394.The horizontal coordinates were established by classical geodetic methods
 LL1394.and adjusted by the National Geodetic Survey in January 1993..
 LL1394
 LL1394.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1394
 LL1394.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1394
 LL1394.The geoid height was determined by GEOID03.
 LL1394
 LL1394;                    North         East     Units Scale Factor Converg.
 LL1394;SPC CO N     -   474,186.104   892,723.172   MT  1.00001307   -0 09 58.1
 LL1394;SPC CO N     - 1,555,725.58  2,928,875.94   sFT  1.00001307   -0 09 58.1
 LL1394;UTM  13      - 4,523,331.866   436,189.466   MT  0.99965012   -0 29 43.1
 LL1394
 LL1394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1394!SPC CO N     -   0.99950313  x   1.00001307  =   0.99951620
 LL1394!UTM  13      -   0.99950313  x   0.99965012  =   0.99915343
 LL1394
 LL1394:                Primary Azimuth Mark                     Grid Az
 LL1394:SPC CO N     -  NEW DEADMAN LOOKOUT                      172 03 54.2
 LL1394:UTM  13      -  NEW DEADMAN LOOKOUT                      172 23 39.2
 LL1394
 LL1394|---------------------------------------------------------------------|
 LL1394| PID    Reference Object                     Distance      Geod. Az  |
 LL1394|                                                           dddmmss.s |
 LL1394| LL1393 NEW DEADMAN LOOKOUT                 APPROX. 3.2 KM 1715356.1 |
 LL1394|---------------------------------------------------------------------|
 LL1394
 LL1394                          SUPERSEDED SURVEY CONTROL
 LL1394
 LL1394  NAD 83(1986)-  40 51 30.81115(N)    105 45 25.60350(W) AD(       ) 3
 LL1394  NAD 27      -  40 51 30.88459(N)    105 45 23.58813(W) AD(       ) 3
 LL1394  NGVD 29 (07/19/86) 3178.8    (m)        10429.     (f) VERT ANG       
 LL1394
 LL1394.Superseded values are not recommended for survey control.
 LL1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1394.See file dsdata.txt to determine how the superseded data were derived.
 LL1394
 LL1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF3618923332(NAD 83)
 LL1394
 LL1394  HISTORY     - Date     Condition        Report By
 LL1394  HISTORY     - 1915     MONUMENTED       USGS
 LL1394  HISTORY     - 1967     GOOD             USGS
 LL1394
 LL1394                          STATION DESCRIPTION
 LL1394
 LL1394'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 LL1394'ON THE CENTRAL OF THREE SMALL RISES FORMING THE SUMMIT OF LITTLE BALD
 LL1394'MOUNTAIN, WHICH IS A SPUR OF THE GREEN RIDGE AND LIES BETWEEN THE
 LL1394'HEAD WATERS OF THE NORTH AND SOUTH FORKS OF LONE PINE CREEK.  A WAGON
 LL1394'RD. LEADS FROM THE EATON DITCH CAMP ON SAND CREEK AND PASSES ABOUT 1.5
 LL1394'MI. TO W. OF THE STATION AND CONTINUES ON TO A JUNCTION WITH THE
 LL1394'--STATE ROAD-- NEAR THE HEAD OF DEADMAN CREEK.
 LL1394'
 LL1394'RECOVERED BY HELICOPTER.
 LL1394'
 LL1394'STATION MARK--STANDARD USGS TABLET SET IN LARGE GRANITE OUTCROPPING
 LL1394'PROJECTING APPROXIMATELY 3 FT. ABOVE GROUND, STAMPED ---LITTLE BALD
 LL1394'1915---, STAMPING ADDED IN 1967.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0486 ***********************************************************************
 HM0486  DESIGNATION -  LITTLE CONE
 HM0486  PID         -  HM0486
 HM0486  STATE/COUNTY-  CO/SAN MIGUEL
 HM0486  USGS QUAD   -  LITTLE CONE (1953)
 HM0486
 HM0486                         *CURRENT SURVEY CONTROL
 HM0486  ___________________________________________________________________
 HM0486* NAD 83(1992)-  37 55 39.13302(N)    108 05 26.99140(W)     ADJUSTED  
 HM0486* NAVD 88     -      3654.0    (meters)   11988.     (feet)  VERTCON   
 HM0486  ___________________________________________________________________
 HM0486  LAPLACE CORR-           5.85  (seconds)                    DEFLEC99
 HM0486  GEOID HEIGHT-         -16.83  (meters)                     GEOID03
 HM0486
 HM0486  HORZ ORDER  -  THIRD
 HM0486
 HM0486.The horizontal coordinates were established by classical geodetic methods
 HM0486.and adjusted by the National Geodetic Survey in January 1993..
 HM0486
 HM0486.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0486
 HM0486.The Laplace correction was computed from DEFLEC99 derived deflections.
 HM0486
 HM0486.The geoid height was determined by GEOID03.
 HM0486
 HM0486;                    North         East     Units Scale Factor Converg.
 HM0486;SPC CO S     -   447,895.852   686,660.376   MT  0.99994672   -1 35 21.0
 HM0486;SPC CO S     - 1,469,471.64  2,252,818.25   sFT  0.99994672   -1 35 21.0
 HM0486;UTM  12      - 4,201,767.126   755,695.494   MT  1.00040533   +1 47 20.9
 HM0486
 HM0486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0486!SPC CO S     -   0.99942959  x   0.99994672  =   0.99937634
 HM0486!UTM  12      -   0.99942959  x   1.00040533  =   0.99983469
 HM0486
 HM0486:                Primary Azimuth Mark                     Grid Az
 HM0486:SPC CO S     -  DIAMOND                                  086 18 37.2
 HM0486:UTM  12      -  DIAMOND                                  082 55 55.3
 HM0486
 HM0486|---------------------------------------------------------------------|
 HM0486| PID    Reference Object                     Distance      Geod. Az  |
 HM0486|                                                           dddmmss.s |
 HM0486| HL0655 DIAMOND                             APPROX.12.2 KM 0844316.2 |
 HM0486|---------------------------------------------------------------------|
 HM0486
 HM0486                          SUPERSEDED SURVEY CONTROL
 HM0486
 HM0486  NAD 83(1986)-  37 55 39.12575(N)    108 05 26.98480(W) AD(       ) 3
 HM0486  NAD 27      -  37 55 39.15456(N)    108 05 24.72297(W) AD(       ) 3
 HM0486  NGVD 29 (07/19/86) 3652.4    (m)        11983.     (f) VERT ANG       
 HM0486
 HM0486.Superseded values are not recommended for survey control.
 HM0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0486.See file dsdata.txt to determine how the superseded data were derived.
 HM0486
 HM0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH5569501767(NAD 83)
 HM0486_MARKER: DD = SURVEY DISK
 HM0486_SETTING: 80 = SET IN A BOULDER
 HM0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0486
 HM0486  HISTORY     - Date     Condition        Report By
 HM0486  HISTORY     - 1952     MONUMENTED       USGS
 HM0486
 HM0486                          STATION DESCRIPTION
 HM0486
 HM0486'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 HM0486'THE STATION IS LOCATED IN SAN MIGUEL COUNTY, COLORADO, ABOUT 15 MI.
 HM0486'W. OF TELLURIDE, COLORADO, ABOUT 7 MI. S. OF PLACERVILLE, COLORADO,
 HM0486'AND ON THE SUMMIT OF LITTLE CONE PEAK.
 HM0486'
 HM0486'TO REACH FROM THE JUNCTION OF HIGHWAYS 62 AND 145 AT PLACERVILLE,
 HM0486'PROCEED WNW. TOWARDS NORWOOD ON 145 FOR 2.8 MI., THENCE LEFT (S.)
 HM0486'ON THE SPECIE CREEK ROAD 3.2 MI. TO FORK, THENCE LEFT (S.) 1.6 MI.
 HM0486'TO RD. FORK AT SIGN ---LITTLE CONE LODGE---, THENCE STRAIGHT AHEAD
 HM0486'ON MAIN TRAVELED RD. 1.1 MI. AND TURN RIGHT (S.) OFF MAIN TRAVELED
 HM0486'RD. AT LOG HOUSE.  PASS THE W. SIDE OF THE HOUSE AND CONTINUE ON
 HM0486'TRAIL THROUGH TREES AND CLEARING 0.5 MI. TO BEAVER DITCH CROSSING.
 HM0486'CROSS DITCH AND CONTINUE S. ON TRAIL RD. 0.7 MI. TO END OF TRUCK
 HM0486'TRAVEL AT AN OLD SAWMILL.  PACK S. ON TRAIL RD. THROUGH HEAVY
 HM0486'TIMBER TO SUMMIT OF PEAK AND STATION.  THE MARKER IS LOCATED ABOUT
 HM0486'150 FT. FROM THE S. POINT OF THE PEAK.  ABOUT A 2 HOUR PACK.
 HM0486'
 HM0486'STATION MARK--STANDARD MARKER, CEMENTED IN A DRILL HOLE IN A BURIED
 HM0486'BOULDER, STAMPED ---LITTLE CONE 1952---.
 HM0486'
 HM0486'STATION NOT REFERENCED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0642 ***********************************************************************
 HL0642  DESIGNATION -  LITTLE GIANT
 HL0642  PID         -  HL0642
 HL0642  STATE/COUNTY-  CO/SAN JUAN
 HL0642  USGS QUAD   -  HOWARDSVILLE (1955)
 HL0642
 HL0642                         *CURRENT SURVEY CONTROL
 HL0642  ___________________________________________________________________
 HL0642* NAD 83(1992)-  37 47 49.22860(N)    107 35 54.68087(W)     ADJUSTED  
 HL0642* NAVD 88     -      4091.     (meters)   13422.     (feet)  SCALED    
 HL0642  ___________________________________________________________________
 HL0642  LAPLACE CORR-           5.60  (seconds)                    DEFLEC99
 HL0642  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 HL0642
 HL0642  HORZ ORDER  -  THIRD
 HL0642
 HL0642.The horizontal coordinates were established by classical geodetic methods
 HL0642.and adjusted by the National Geodetic Survey in January 1993..
 HL0642
 HL0642.The orthometric height was scaled from a topographic map.
 HL0642
 HL0642.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0642
 HL0642.The geoid height was determined by GEOID03.
 HL0642
 HL0642;                    North         East     Units Scale Factor Converg.
 HL0642;SPC CO S     -   432,326.102   729,602.130   MT  0.99994561   -1 17 13.9
 HL0642;SPC CO S     - 1,418,389.89  2,393,702.99   sFT  0.99994561   -1 17 13.9
 HL0642;UTM  13      - 4,186,473.889   271,209.540   MT  1.00024477   -1 35 35.7
 HL0642
 HL0642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0642!SPC CO S     -   0.99936091  x   0.99994561  =   0.99930655
 HL0642!UTM  13      -   0.99936091  x   1.00024477  =   0.99960552
 HL0642
 HL0642:                Primary Azimuth Mark                     Grid Az
 HL0642:SPC CO S     -  KENDALL                                  239 18 36.6
 HL0642:UTM  13      -  KENDALL                                  239 36 58.4
 HL0642
 HL0642|---------------------------------------------------------------------|
 HL0642| PID    Reference Object                     Distance      Geod. Az  |
 HL0642|                                                           dddmmss.s |
 HL0642| HL0643 KENDALL                             APPROX. 2.1 KM 2380122.7 |
 HL0642|---------------------------------------------------------------------|
 HL0642
 HL0642                          SUPERSEDED SURVEY CONTROL
 HL0642
 HL0642  NAD 83(1986)-  37 47 49.21791(N)    107 35 54.69512(W) AD(       ) 3
 HL0642  NAD 27      -  37 47 49.24447(N)    107 35 52.49550(W) AD(       ) 3
 HL0642
 HL0642.Superseded values are not recommended for survey control.
 HL0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0642.See file dsdata.txt to determine how the superseded data were derived.
 HL0642
 HL0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB7121086474(NAD 83)
 HL0642_MARKER: G = GLASS BOTTLE
 HL0642_SETTING: 0 = UNSPECIFIED SETTING
 HL0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0642
 HL0642  HISTORY     - Date     Condition        Report By
 HL0642  HISTORY     - 1931     MONUMENTED       USGS
 HL0642
 HL0642                          STATION DESCRIPTION
 HL0642
 HL0642'DESCRIBED BY US GEOLOGICAL SURVEY 1931
 HL0642'ON SUMMIT OF LITTLE GIANT MOUNTAIN, ABOUT 1 MI. NE. OF SILVER LAKE,
 HL0642'AT THE HEAD OF LITTLE GIANT AND DIVES BASINS.  ANIMALS CAN BE TAKEN
 HL0642'NEARLY TO STATION BY TRAIL, WHICH LEAVES N. END OF SILVER LAKE.
 HL0642'
 HL0642'STATION MARK--A GLASS BOTTLE, PLACED UNDER CENTER OF CAIRN, 3.5 FT.
 HL0642'IN DIAMETER AT BASE AND 5 FT. HIGH.  POLE WITH RED FLAG PLACED IN
 HL0642'CENTER OF CAIRN.
 HL0642'
 HL0642'REFERENCE MARK--STANDARD REFERENCE TABLET, CEMENTED IN ROCK,
 HL0642'DISTANT FROM STATION MARK 12.8 FT., S 18 DEG 55 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0543 ***********************************************************************
 HL0543  DESIGNATION -  LITTLE POOL
 HL0543  PID         -  HL0543
 HL0543  STATE/COUNTY-  CO/RIO GRANDE
 HL0543  USGS QUAD   -  POOL TABLE MOUNTAIN (1967)
 HL0543
 HL0543                         *CURRENT SURVEY CONTROL
 HL0543  ___________________________________________________________________
 HL0543* NAD 83(1992)-  37 49 37.38153(N)    106 40 41.58978(W)     ADJUSTED  
 HL0543* NAVD 88     -      3725.1    (meters)   12221.     (feet)  VERTCON   
 HL0543  ___________________________________________________________________
 HL0543  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 HL0543  GEOID HEIGHT-         -15.34  (meters)                     GEOID03
 HL0543
 HL0543  HORZ ORDER  -  FIRST
 HL0543
 HL0543.The horizontal coordinates were established by classical geodetic methods
 HL0543.and adjusted by the National Geodetic Survey in January 1993..
 HL0543
 HL0543.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0543
 HL0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0543
 HL0543.The geoid height was determined by GEOID03.
 HL0543
 HL0543;                    North         East     Units Scale Factor Converg.
 HL0543;SPC CO S     -   434,238.652   810,681.770   MT  0.99994541   -0 43 21.7
 HL0543;SPC CO S     - 1,424,664.64  2,659,711.77   sFT  0.99994541   -0 43 21.7
 HL0543;UTM  13      - 4,187,952.933   352,306.173   MT  0.99986867   -1 01 45.9
 HL0543
 HL0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0543!SPC CO S     -   0.99941822  x   0.99994541  =   0.99936366
 HL0543!UTM  13      -   0.99941822  x   0.99986867  =   0.99928696
 HL0543
 HL0543:                Primary Azimuth Mark                     Grid Az
 HL0543:SPC CO S     -  LITTLE POOL AZ MK                        131 00 16.4
 HL0543:UTM  13      -  LITTLE POOL AZ MK                        131 18 40.6
 HL0543
 HL0543|---------------------------------------------------------------------|
 HL0543| PID    Reference Object                     Distance      Geod. Az  |
 HL0543|                                                           dddmmss.s |
 HL0543| CM7565 LITTLE POOL AZ MK                                  1301654.7 |
 HL0543| CM7566 LITTLE POOL RM 1                     14.123 METERS 19037     |
 HL0543| CM7567 LITTLE POOL RM 2                     11.727 METERS 26745     |
 HL0543|---------------------------------------------------------------------|
 HL0543
 HL0543                          SUPERSEDED SURVEY CONTROL
 HL0543
 HL0543  NAD 83(1986)-  37 49 37.37921(N)    106 40 41.59532(W) AD(       ) 1
 HL0543  NAD 27      -  37 49 37.37570(N)    106 40 39.44010(W) AD(       ) 1
 HL0543  NGVD 29 (07/19/86) 3723.2    (m)        12215.     (f) VERT ANG       
 HL0543
 HL0543.Superseded values are not recommended for survey control.
 HL0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0543.See file dsdata.txt to determine how the superseded data were derived.
 HL0543
 HL0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB5230687953(NAD 83)
 HL0543_MARKER: DS = TRIANGULATION STATION DISK
 HL0543_SETTING: 66 = SET IN ROCK OUTCROP
 HL0543
 HL0543  HISTORY     - Date     Condition        Report By
 HL0543  HISTORY     - 1958     MONUMENTED       CGS
 HL0543  HISTORY     - 1962     GOOD             USGS
 HL0543
 HL0543                          STATION DESCRIPTION
 HL0543
 HL0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 HL0543'STATION IS LOCATED ON A HIGH FLAT-TOPPED MESA, APPROXIMATELY
 HL0543'1/4 MILE LONG AND 100 YARDS WIDE, KNOWN LOCALLY AS LITTLE
 HL0543'POOL TABLE MOUNTAIN, JUST EAST OF A LARGE FLAT MESA KNOWN AS
 HL0543'BIG POOL TABLE MOUNTAIN AND SOMEWHAT LOWER THAN THE STATION SITE.
 HL0543'IT IS ABOUT 11 MILES NORTH-NORTHWEST OF SOUTH FORK, 9-1/2
 HL0543'MILES NORTHEAST OF THE VILLAGE OF WAGONWHEEL GAP, 1/2 MILE
 HL0543'SOUTH OF THE SAGUACHE-RIO GRANDE COUNTY LINE AND 1-1/2 MILES
 HL0543'EAST OF THE RIO GRANDE-MINERAL COUNTY LINE.  IT IS NEAR THE
 HL0543'CENTER OF THE MESA.
 HL0543'
 HL0543'REACHED FROM THE POST OFFICE IN DEL NORTE BY GOING SOUTH FOR
 HL0543'1/2 BLOCK, TURN RIGHT ONTO U.S. HIGHWAY 160 FOR 13.5 MILES TO
 HL0543'A SIDE ROAD RIGHT AND SIGN SWEENYS RUMPUS ROOM ON THE LEFT,
 HL0543'TURN RIGHT, CROSSING RIO GRANDE RIVER, FOR 0.2 MILE TO
 HL0543'T-INTERSECTION, TURN LEFT AND FOLLOW GRADED ROAD ALONG THE
 HL0543'NORTH SIDE OF RIVER, FOR 2.5 MILES TO A SIDE ROAD RIGHT, TURN
 HL0543'RIGHT AND FOLLOW WINDING FOREST SERVICE ROAD NORTHERLY FOR
 HL0543'7.6 MILES TO FORKS TAKE LEFT FORK FOR 2.2 MILES TO A SIDE ROAD
 HL0543'RIGHT AND TRIANGLE BLAZE ON A 10-INCH SPRUCE TREE ON THE
 HL0543'RIGHT, TURN RIGHT, GOING UP STEEP HILL, AND FOLLOW WINDING
 HL0543'GRADED ROAD FOR 2.5 MILES TO FORKS AT THE EDGE OF A LARGE
 HL0543'CLEARING (TO REACH THE AZIMUTH MARK FROM THIS POINT TAKE
 HL0543'RIGHT FORK AND FOLLOW DIM TRACKS EASTERLY FOR 0.35 MILE TO THE
 HL0543'MARK), TAKE LEFT FORK FOR 0.8 MILE TO A DIM TRACK ROAD RIGHT
 HL0543'AND OLD SAWMILL SITE ON THE LEFT, TURN RIGHT AND FOLLOW DIM
 HL0543'TRACKS UP DRAW FOR 0.4 MILE TO SOUTH EDGE OF CLEARING, TURN
 HL0543'LEFT AND PICK WAY WESTERLY KEEPING ON THE NORTH SIDE OF WOODS, FOR
 HL0543'0.2 MILE TO A LARGE DITCH AND END OF TRUCK TRAVEL.  FROM END OF
 HL0543'TRUCK TRAVEL PACK SOUTHWESTERLY FOLLOWING DITCH UP THROUGH DEEP CUT
 HL0543'IN TREES, TO TOP OF MESA AND STATION.  THIS IS A 45 MINUTE
 HL0543'PACK.
 HL0543'
 HL0543'STATION MARK IS A STANDARD DISK, STAMPED LITTLE POOL 1958,
 HL0543'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK MEASURING 3 FEET
 HL0543'LONG, 2 FEET WIDE AND FLUSH WITH THE SURFACE OF THE GROUND.
 HL0543'
 HL0543'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LITTLE POOL NO 1
 HL0543'1958, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK MEASURING
 HL0543'2 FEET LONG, 1 FOOT WIDE AND FLUSH WITH THE GROUND SURFACE.
 HL0543'
 HL0543'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LITTLE POOL NO 2
 HL0543'1958, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK MEASURING
 HL0543'3 FEET LONG, 2 FEET WIDE AND FLUSH WITH THE GROUND SURFACE.
 HL0543'
 HL0543'AZIMUTH MARK IS A STANDARD DISK, STAMPED LITTLE POOL 1958,
 HL0543'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK MEASURING
 HL0543'3 FEET LONG, 2 FEET WIDE AND FLUSH WITH THE GROUND SURFACE.
 HL0543'IT IS 57 FEET NORTH OF A FOREST SERVICE TRAIL MARKER POST
 HL0543'AND 1 FOOT SOUTH OF A SMALL CAIRN.
 HL0543
 HL0543                          STATION RECOVERY (1962)
 HL0543
 HL0543'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 HL0543'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1701 ***********************************************************************
 KK1701  DESIGNATION -  LITTLETON HONEYWELL CORP TANK
 KK1701  PID         -  KK1701
 KK1701  STATE/COUNTY-  CO/ARAPAHOE
 KK1701  USGS QUAD   -  HIGHLANDS RANCH (1965)
 KK1701
 KK1701                         *CURRENT SURVEY CONTROL
 KK1701  ___________________________________________________________________
 KK1701* NAD 83(1992)-  39 34 46.52152(N)    104 55 50.56934(W)     ADJUSTED  
 KK1701* NAVD 88     -                                                        
 KK1701  ___________________________________________________________________
 KK1701  LAPLACE CORR-          -6.58  (seconds)                    DEFLEC99
 KK1701  GEOID HEIGHT-         -17.03  (meters)                     GEOID03
 KK1701
 KK1701  HORZ ORDER  -  THIRD
 KK1701
 KK1701.The horizontal coordinates were established by classical geodetic methods
 KK1701.and adjusted by the National Geodetic Survey in January 1993..
 KK1701
 KK1701
 KK1701.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1701
 KK1701.The geoid height was determined by GEOID03.
 KK1701
 KK1701;                    North         East     Units Scale Factor Converg.
 KK1701;SPC CO C     -   498,805.139   963,310.444   MT  0.99997073   +0 21 32.6
 KK1701;SPC CO C     - 1,636,496.53  3,160,461.02   sFT  0.99997073   +0 21 32.6
 KK1701;UTM  13      - 4,381,099.733   505,950.368   MT  0.99960044   +0 02 38.9
 KK1701
 KK1701                          SUPERSEDED SURVEY CONTROL
 KK1701
 KK1701  NAD 83(1986)-  39 34 46.51974(N)    104 55 50.56469(W) AD(       ) 4
 KK1701  NAD 27      -  39 34 46.56254(N)    104 55 48.64117(W) AD(       ) 3
 KK1701
 KK1701.Superseded values are not recommended for survey control.
 KK1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1701.See file dsdata.txt to determine how the superseded data were derived.
 KK1701
 KK1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED0595081100(NAD 83)
 KK1701_MARKER: 51 = TANK
 KK1701
 KK1701  HISTORY     - Date     Condition        Report By
 KK1701  HISTORY     - 1978     FIRST OBSERVED   NGS
 KK1701
 KK1701                          STATION DESCRIPTION
 KK1701
 KK1701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (LHW)
 KK1701'THE LITTLETON HONEYWELL CORPORATION WATER TANK IS LOCATED
 KK1701'ABOUT 5 MILES SOUTHEAST OF LITTLETON, AT THE COMPANYS TEST
 KK1701'INSTRUMENT DIVISION.
 KK1701'
 KK1701'TO REACH THE STATION FROM THE JUNCTION OF COLORADO BOULEVARD
 KK1701'AND ARAPAHOE ROAD, GO SOUTH ON COLORADO BOULEVARD FOR 1.0 MILE
 KK1701'TO A ROAD LEFT.  TURN LEFT, EAST, ON DRY CREEK ROAD FOR 0.25
 KK1701'MILE TO THE TANK ON THE RIGHT, ABOUT 500 FEET SOUTH OF THE
 KK1701'ROAD.
 KK1701'
 KK1701'THE STATION IS THE TOP CENTER OF THE 140 FOOT, SILVER, GOLF
 KK1701'BALL TYPE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0820 ***********************************************************************
 JJ0820  DESIGNATION -  LKHGG 1
 JJ0820  PID         -  JJ0820
 JJ0820  STATE/COUNTY-  CO/PROWERS
 JJ0820  USGS QUAD   -  MAY VALLEY (1955)
 JJ0820
 JJ0820                         *CURRENT SURVEY CONTROL
 JJ0820  ___________________________________________________________________
 JJ0820* NAD 83(1992)-  38 07 51.48855(N)    102 30 21.34473(W)     ADJUSTED  
 JJ0820* NAVD 88     -      1109.     (meters)    3638.     (feet)  VERTCON   
 JJ0820  ___________________________________________________________________
 JJ0820  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 JJ0820  GEOID HEIGHT-         -23.36  (meters)                     GEOID03
 JJ0820
 JJ0820  HORZ ORDER  -  THIRD
 JJ0820
 JJ0820.The horizontal coordinates were established by classical geodetic methods
 JJ0820.and adjusted by the National Geodetic Survey in January 1993..
 JJ0820
 JJ0820.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0820
 JJ0820.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0820
 JJ0820.The geoid height was determined by GEOID03.
 JJ0820
 JJ0820;                    North         East     Units Scale Factor Converg.
 JJ0820;SPC CO S     -   471,523.137 1,176,854.298   MT  0.99995878   +1 50 11.4
 JJ0820;SPC CO S     - 1,546,988.83  3,861,062.81   sFT  0.99995878   +1 50 11.4
 JJ0820;UTM  13      - 4,223,285.265   718,599.312   MT  1.00018856   +1 32 26.2
 JJ0820
 JJ0820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0820!SPC CO S     -   0.99982976  x   0.99995878  =   0.99978854
 JJ0820!UTM  13      -   0.99982976  x   1.00018856  =   1.00001828
 JJ0820
 JJ0820:                Primary Azimuth Mark                     Grid Az
 JJ0820:SPC CO S     -  KROELL                                   323 28 29.8
 JJ0820:UTM  13      -  KROELL                                   323 46 15.0
 JJ0820
 JJ0820|---------------------------------------------------------------------|
 JJ0820| PID    Reference Object                     Distance      Geod. Az  |
 JJ0820|                                                           dddmmss.s |
 JJ0820| JJ0817 KROELL                              APPROX. 9.5 KM 3251841.2 |
 JJ0820|---------------------------------------------------------------------|
 JJ0820
 JJ0820                          SUPERSEDED SURVEY CONTROL
 JJ0820
 JJ0820  NAD 83(1986)-  38 07 51.48557(N)    102 30 21.33878(W) AD(       ) 3
 JJ0820  NAD 27      -  38 07 51.44891(N)    102 30 19.65454(W) AD(       ) 3
 JJ0820  NGVD 29 (07/19/86) 1108.     (m)         3635.     (f) VERT ANG       
 JJ0820
 JJ0820.Superseded values are not recommended for survey control.
 JJ0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0820.See file dsdata.txt to determine how the superseded data were derived.
 JJ0820
 JJ0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC1859923285(NAD 83)
 JJ0820
 JJ0820  HISTORY     - Date     Condition        Report By
 JJ0820  HISTORY     - 1950     MONUMENTED       USGS
 JJ0820  HISTORY     - 1967     GOOD             USGS
 JJ0820
 JJ0820                          STATION DESCRIPTION
 JJ0820
 JJ0820'DESCRIBED BY US GEOLOGICAL SURVEY 1967 (TJO)
 JJ0820'STATION IS LOCATED ABOUT 3 MI. N. AND 6 MI. E. OF LAMAR, IN SE. 1/4
 JJ0820'OF SEC. 18, T 22 S, R 45 W.
 JJ0820'
 JJ0820'TO REACH STATION FROM LAMAR POST OFFICE, PROCEED 1 BLOCK N. AND 1
 JJ0820'BLOCK E. TO U.S. HIGHWAY 50, THENCE PROCEED E. ALONG HIGHWAY 50 FOR
 JJ0820'5.4 MI. TO T-RD. N., THENCE LEFT (N.) FOR 3.5 MI. TO CROSSROADS,
 JJ0820'THENCE RIGHT (E.) 0.9 MI. TO PRIVATE FIELD RD. NW., THENCE LEFT (NW.)
 JJ0820'THROUGH GATE 0.17 MI. ALONG FIELD RD. TO POINT ALONG AN ABANDONED
 JJ0820'IRRIGATION CANAL.  STATION LIES 105 FT. NE. OF THIS POINT ON N. SIDE
 JJ0820'OF OLD CANAL.  STATION IS ABOUT 850 FT. NW. OF NGS STATION ---SILO
 JJ0820'1954---.
 JJ0820'
 JJ0820'STATION MARK--STANDARD TABLET IN TOP OF 6 X 6 IN. CONCRETE POST
 JJ0820'PROJECTING 4 IN. ABOVE GROUND, STAMPED ---LKJGG-1 1950---.
 JJ0820'
 JJ0820'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0272 ***********************************************************************
 LL0272  DESIGNATION -  LL 169
 LL0272  PID         -  LL0272
 LL0272  STATE/COUNTY-  CO/WELD
 LL0272  USGS QUAD   -  WINDSOR (1969)
 LL0272
 LL0272                         *CURRENT SURVEY CONTROL
 LL0272  ___________________________________________________________________
 LL0272* NAD 83(1986)-  40 26 52.     (N)    104 53 20.     (W)     SCALED    
 LL0272* NAVD 88     -      1447.872  (meters)    4750.23   (feet)  ADJUSTED  
 LL0272  ___________________________________________________________________
 LL0272  GEOID HEIGHT-         -17.38  (meters)                     GEOID03
 LL0272  DYNAMIC HT  -        1446.629 (meters)    4746.15  (feet)  COMP
 LL0272  MODELED GRAV-     979,716.4   (mgal)                       NAVD 88
 LL0272
 LL0272  VERT ORDER  -  SECOND    CLASS 0
 LL0272
 LL0272.The horizontal coordinates were scaled from a topographic map and have
 LL0272.an estimated accuracy of +/- 6 seconds.
 LL0272
 LL0272.The orthometric height was determined by differential leveling
 LL0272.and adjusted by the National Geodetic Survey in June 1991..
 LL0272
 LL0272.The geoid height was determined by GEOID03.
 LL0272
 LL0272.The dynamic height is computed by dividing the NAVD 88
 LL0272.geopotential number by the normal gravity value computed on the
 LL0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0272.degrees latitude (g = 980.6199 gals.).
 LL0272
 LL0272.The modeled gravity was interpolated from observed gravity values.
 LL0272
 LL0272;                    North         East    Units  Estimated Accuracy
 LL0272;SPC CO N     -   428,720.      966,240.      MT  (+/- 180 meters Scaled)
 LL0272
 LL0272                          SUPERSEDED SURVEY CONTROL
 LL0272
 LL0272  NGVD 29 (??/??/92) 1446.939  (m)         4747.17   (f) ADJ UNCH    2 0
 LL0272
 LL0272.Superseded values are not recommended for survey control.
 LL0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0272.See file dsdata.txt to determine how the superseded data were derived.
 LL0272
 LL0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE094774(NAD 83)
 LL0272_MARKER: DB = BENCH MARK DISK
 LL0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0272_STAMPING: LL 169 1960
 LL0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0272+STABILITY: SURFACE MOTION
 LL0272
 LL0272  HISTORY     - Date     Condition        Report By
 LL0272  HISTORY     - 1960     MONUMENTED       CGS
 LL0272
 LL0272                          STATION DESCRIPTION
 LL0272
 LL0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LL0272'2.5 MI SE FROM WINDSOR.
 LL0272'0.8 MILE EAST ON STATE HIGHWAY 392 FROM THE POST OFFICE AT
 LL0272'WINDSOR, COLORADO, THENCE 2.2 MILES SOUTH ALONG STATE HIGHWAY 257,
 LL0272'ABOUT 140 FEET SOUTH OF CACHE 1A POUDRE RIVER, 41 FEET EAST OF
 LL0272'CENTER OF HIGHWAY, 31 FEET NORTH OF POWER POLE, 14 FEET NORTH OF
 LL0272'GATE, 1 FOOT WEST OF FENCE, SET IN THE TOP OF A CONCRETE POST
 LL0272'PROJECTING 6 INCHES, 2 FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0298 ***********************************************************************
 JJ0298  DESIGNATION -  LL 56
 JJ0298  PID         -  JJ0298
 JJ0298  STATE/COUNTY-  CO/CHEYENNE
 JJ0298  USGS QUAD   -  BIG SPRING (1982)
 JJ0298
 JJ0298                         *CURRENT SURVEY CONTROL
 JJ0298  ___________________________________________________________________
 JJ0298* NAD 83(1986)-  38 52 49.     (N)    102 47 48.     (W)     SCALED    
 JJ0298* NAVD 88     -      1339.054  (meters)    4393.21   (feet)  ADJUSTED  
 JJ0298  ___________________________________________________________________
 JJ0298  GEOID HEIGHT-         -22.48  (meters)                     GEOID03
 JJ0298  DYNAMIC HT  -        1337.782 (meters)    4389.04  (feet)  COMP
 JJ0298  MODELED GRAV-     979,631.7   (mgal)                       NAVD 88
 JJ0298
 JJ0298  VERT ORDER  -  SECOND    CLASS 0
 JJ0298
 JJ0298.The horizontal coordinates were scaled from a topographic map and have
 JJ0298.an estimated accuracy of +/- 6 seconds.
 JJ0298
 JJ0298.The orthometric height was determined by differential leveling
 JJ0298.and adjusted by the National Geodetic Survey in June 1991..
 JJ0298
 JJ0298.The geoid height was determined by GEOID03.
 JJ0298
 JJ0298.The dynamic height is computed by dividing the NAVD 88
 JJ0298.geopotential number by the normal gravity value computed on the
 JJ0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0298.degrees latitude (g = 980.6199 gals.).
 JJ0298
 JJ0298.The modeled gravity was interpolated from observed gravity values.
 JJ0298
 JJ0298;                    North         East    Units  Estimated Accuracy
 JJ0298;SPC CO C     -   424,510.    1,148,930.      MT  (+/- 180 meters Scaled)
 JJ0298
 JJ0298                          SUPERSEDED SURVEY CONTROL
 JJ0298
 JJ0298  NGVD 29 (??/??/92) 1338.444  (m)         4391.21   (f) ADJ UNCH    2 0
 JJ0298
 JJ0298.Superseded values are not recommended for survey control.
 JJ0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0298.See file dsdata.txt to determine how the superseded data were derived.
 JJ0298
 JJ0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD911057(NAD 83)
 JJ0298_MARKER: DB = BENCH MARK DISK
 JJ0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0298_STAMPING: L 56 1935
 JJ0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0298+STABILITY: SURFACE MOTION
 JJ0298
 JJ0298  HISTORY     - Date     Condition        Report By
 JJ0298  HISTORY     - 1935     MONUMENTED       CGS
 JJ0298  HISTORY     - 1942     GOOD             NGS
 JJ0298  HISTORY     - 1976     MARK NOT FOUND   USGS
 JJ0298  HISTORY     - 19960124 MARK NOT FOUND   CODOT
 JJ0298
 JJ0298                          STATION DESCRIPTION
 JJ0298
 JJ0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JJ0298'8.3 MI N FROM KIT CARSON.
 JJ0298'8.3 MILES NORTH ALONG STATE HIGHWAY 59 FROM THE UNION PACIFIC
 JJ0298'RAILROAD STATION AT KIT CARSON, CHEYENNE COUNTY, AT A ROAD
 JJ0298'INTERSECTION 58 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 30 FEET
 JJ0298'NORTH OF THE CENTERLINE OF THE ROAD, 21 FEET EAST OF A TELEPHONE
 JJ0298'LINE, 28 FEET EAST OF A FENCE CORNER, AND 1 FOOT SOUTH OF THE FENCE.
 JJ0298'A STANDARD DISK, STAMPED L 56 1935 AND SET IN THE TOP OF A CONCRETE
 JJ0298'POST.
 JJ0298
 JJ0298                          STATION RECOVERY (1976)
 JJ0298
 JJ0298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JJ0298'MARK NOT FOUND.
 JJ0298
 JJ0298                          STATION RECOVERY (1996)
 JJ0298
 JJ0298'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (JC)
 JJ0298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0681 ***********************************************************************
 LK0681  DESIGNATION -  LMM 1
 LK0681  PID         -  LK0681
 LK0681  STATE/COUNTY-  CO/MORGAN
 LK0681  USGS QUAD   -  ANTELOPE SPRINGS (1984)
 LK0681
 LK0681                         *CURRENT SURVEY CONTROL
 LK0681  ___________________________________________________________________
 LK0681* NAD 83(1992)-  40 29 58.04068(N)    103 30 16.60125(W)     ADJUSTED  
 LK0681* NAVD 88     -      1349.     (meters)    4426.     (feet)  SCALED    
 LK0681  ___________________________________________________________________
 LK0681  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 LK0681  GEOID HEIGHT-         -19.48  (meters)                     GEOID03
 LK0681
 LK0681  HORZ ORDER  -  THIRD
 LK0681
 LK0681.The horizontal coordinates were established by classical geodetic methods
 LK0681.and adjusted by the National Geodetic Survey in January 1993..
 LK0681
 LK0681.The orthometric height was scaled from a topographic map.
 LK0681
 LK0681.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0681
 LK0681.The geoid height was determined by GEOID03.
 LK0681
 LK0681;                    North         East     Units Scale Factor Converg.
 LK0681;SPC CO N     -   436,180.481 1,083,527.836   MT  0.99996624   +1 17 21.4
 LK0681;SPC CO N     - 1,431,035.46  3,554,874.24   sFT  0.99996624   +1 17 21.4
 LK0681;UTM  13      - 4,484,268.351   626,713.344   MT  0.99979764   +0 58 16.7
 LK0681
 LK0681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0681!SPC CO N     -   0.99979154  x   0.99996624  =   0.99975779
 LK0681!UTM  13      -   0.99979154  x   0.99979764  =   0.99958922
 LK0681
 LK0681:                Primary Azimuth Mark                     Grid Az
 LK0681:SPC CO N     -  LOMOR                                    297 28 45.0
 LK0681:UTM  13      -  LOMOR                                    297 47 49.7
 LK0681
 LK0681|---------------------------------------------------------------------|
 LK0681| PID    Reference Object                     Distance      Geod. Az  |
 LK0681|                                                           dddmmss.s |
 LK0681| LK0727 LOMOR                               APPROX. 5.5 KM 2984606.4 |
 LK0681|---------------------------------------------------------------------|
 LK0681
 LK0681                          SUPERSEDED SURVEY CONTROL
 LK0681
 LK0681  NAD 83(1986)-  40 29 58.03227(N)    103 30 16.60019(W) AD(       ) 3
 LK0681  NAD 27      -  40 29 58.09881(N)    103 30 14.80275(W) AD(       ) 3
 LK0681
 LK0681.Superseded values are not recommended for survey control.
 LK0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0681.See file dsdata.txt to determine how the superseded data were derived.
 LK0681
 LK0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE2671384268(NAD 83)
 LK0681_MARKER: DD = SURVEY DISK
 LK0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0681_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LK0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0681+STABILITY: SURFACE MOTION
 LK0681
 LK0681  HISTORY     - Date     Condition        Report By
 LK0681  HISTORY     - 1948     MONUMENTED       USGS
 LK0681
 LK0681                          STATION DESCRIPTION
 LK0681
 LK0681'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 LK0681'STATION IS LOCATED 8.5 MI. S. AND 16.0 MI. W. OF STERLING, COLORADO,
 LK0681'ON SECTION LINE RD., IN THE NE. 1/4 OF THE SE. 1/4 OF SEC. 10,
 LK0681'T 6 N, R 55 W, STATION IS NOT ON HIGHEST GROUND.
 LK0681'
 LK0681'TO REACH FROM STERLING, COLORADO, GO W. ON STATE HIGHWAY 14 15.0 MI.
 LK0681'TO MAIN RD. TO WILLARD, TURN LEFT (S.) 5.0 MI. TO WILLARD, CONTINUE
 LK0681'S. ON MAIN TRAVELED RD. 4.0 MI., TURN RIGHT (W.) 1.0 MI., TURN RIGHT
 LK0681'(N.) 0.4 MI. TO STATION IN LEFT RIGHT-OF-WAY FENCE.
 LK0681'
 LK0681'STATION MARK--STANDARD TABLET, STAMPED ---LMM-1---, SET IN TOP OF
 LK0681'8 X 8 IN. CONCRETE POST, PROJECTING 3 IN. ABOVE GROUND.
 LK0681'
 LK0681'REFERENCE MARK NO. 1--A 1/2 IN. IRON ROD, DISTANCE 138.9 FT. FROM
 LK0681'STATION, S 00 DEG 52 MIN W.
 LK0681'
 LK0681'REFERENCE MARK NO. 2--A 1/2 IN. IRON ROD, DISTANCE 59.85 FT. FROM
 LK0681'STATION, S 84 DEG 42 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0747 ***********************************************************************
 LK0747  DESIGNATION -  LOAF
 LK0747  PID         -  LK0747
 LK0747  STATE/COUNTY-  CO/WELD
 LK0747  USGS QUAD   -  GATEHOOK SPRING (1977)
 LK0747
 LK0747                         *CURRENT SURVEY CONTROL
 LK0747  ___________________________________________________________________
 LK0747* NAD 83(1992)-  40 52 12.07547(N)    103 51 13.14679(W)     ADJUSTED  
 LK0747* NAVD 88     -      1616.     (meters)    5302.     (feet)  SCALED    
 LK0747  ___________________________________________________________________
 LK0747  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 LK0747  GEOID HEIGHT-         -18.68  (meters)                     GEOID03
 LK0747
 LK0747  HORZ ORDER  -  SECOND
 LK0747
 LK0747.The horizontal coordinates were established by classical geodetic methods
 LK0747.and adjusted by the National Geodetic Survey in January 1993..
 LK0747
 LK0747.The orthometric height was scaled from a topographic map.
 LK0747
 LK0747.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0747
 LK0747.The geoid height was determined by GEOID03.
 LK0747
 LK0747;                    North         East     Units Scale Factor Converg.
 LK0747;SPC CO N     -   476,715.828 1,053,183.525   MT  1.00001522   +1 03 49.5
 LK0747;SPC CO N     - 1,564,025.18  3,455,319.61   sFT  1.00001522   +1 03 49.5
 LK0747;UTM  13      - 4,524,960.699   596,599.718   MT  0.99971485   +0 45 00.6
 LK0747
 LK0747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0747!SPC CO N     -   0.99974954  x   1.00001522  =   0.99976476
 LK0747!UTM  13      -   0.99974954  x   0.99971485  =   0.99946446
 LK0747
 LK0747|---------------------------------------------------------------------|
 LK0747| PID    Reference Object                     Distance      Geod. Az  |
 LK0747|                                                           dddmmss.s |
 LK0747| CP7642 LOAF RM 2                            13.613 METERS 17741     |
 LK0747| CP7640 LOAF AZ MK                                         2140032.9 |
 LK0747| LK0749 EAST PAWNEE BUTTE                   APPROX.11.0 KM 2420548.3 |
 LK0747| CP7641 LOAF RM 1                            13.457 METERS 35750     |
 LK0747|---------------------------------------------------------------------|
 LK0747
 LK0747                          SUPERSEDED SURVEY CONTROL
 LK0747
 LK0747  NAD 83(1986)-  40 52 12.07187(N)    103 51 13.14641(W) AD(       ) 2
 LK0747  NAD 27      -  40 52 12.12300(N)    103 51 11.34470(W) AD(       ) 2
 LK0747
 LK0747.Superseded values are not recommended for survey control.
 LK0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0747.See file dsdata.txt to determine how the superseded data were derived.
 LK0747
 LK0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF9660024961(NAD 83)
 LK0747_MARKER: DS = TRIANGULATION STATION DISK
 LK0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0747
 LK0747  HISTORY     - Date     Condition        Report By
 LK0747  HISTORY     - 1963     MONUMENTED       CGS
 LK0747
 LK0747                          STATION DESCRIPTION
 LK0747
 LK0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 LK0747'THE STATION IS LOCATED IN A PASTURE, ON A FLAT TOPPED BUTTE
 LK0747'19 MILES NORTH OF RAYMER, IN THE SE 1/4 OF SECTION 3 T10N R58W,
 LK0747'ON PROPERTY OWNED BY MR. YOUNGLUND.
 LK0747'
 LK0747'TO REACH THE STATION FROM THE POST OFFICE IN RAYMER, GO EAST
 LK0747'ON GRAVELED STREET FOR 0.3 MILE TO A T-INTERSECTION.  TURN
 LK0747'LEFT AND GO NORTH ON GRAVELED ROAD FOR 12.75 MILES TO A SIDE
 LK0747'ROAD RIGHT.  CONTINUE NORTH FOR 5.4 MILES TO THE AZIMUTH
 LK0747'MARK ON THE RIGHT.  CONTINUE NORTH FOR 0.8 MILE TO A GATE ON
 LK0747'THE RIGHT.  TURN RIGHT, PASS THROUGH GATE AND GO EAST FOR
 LK0747'0.4 MILE.  TURN RIGHT AND GO SOUTH-SOUTHEAST ACROSS PASTURE
 LK0747'FOR 0.4 MILE TO THE SUMMIT OF THE KNOLL AND THE STATION.
 LK0747'
 LK0747'THE STATION MARK IS A STANDARD DISK STAMPED LOAF 1963, SET
 LK0747'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LK0747'4-INCHES.  IT IS 5.4 FEET SOUTHEAST OF THE WITNESS POST.
 LK0747'
 LK0747'REFERENCE MARK 1 IS A STANDARD DISK STAMPED LOAF NO 1 1963,
 LK0747'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 LK0747'PROJECTS 2-INCHES.  IT IS 48.2 FEET SOUTH OF THE WITNESS POST.
 LK0747'
 LK0747'REFERENCE MARK 2 IS A STANDARD DISK STAMPED LOAF NO 2 1963,
 LK0747'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 LK0747'PROJECTS 6-INCHES.  IT IS 40.8 FEET NORTH OF THE WITNESS POST.
 LK0747'
 LK0747'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LOAF 1963, SET
 LK0747'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LK0747'4-INCHES.  IT IS 29 FEET EAST OF THE CENTER OF A GRAVELED
 LK0747'ROAD, 1.5 FEET NORTH OF THE WITNESS POST AND 1 FOOT EAST
 LK0747'OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5364 ***********************************************************************
 AA5364  DESIGNATION -  LOBATO
 AA5364  PID         -  AA5364
 AA5364  STATE/COUNTY-  CO/CLEAR CREEK
 AA5364  USGS QUAD   -  BERTHOUD PASS (1957)
 AA5364
 AA5364                         *CURRENT SURVEY CONTROL
 AA5364  ___________________________________________________________________
 AA5364* NAD 83(1992)-  39 46 09.11373(N)    105 48 54.00418(W)     ADJUSTED  
 AA5364* NAVD 88     -      3016.2    (meters)    9896.     (feet)  GPS OBS   
 AA5364  ___________________________________________________________________
 AA5364  X           -  -1,338,527.869 (meters)                     COMP
 AA5364  Y           -  -4,725,534.445 (meters)                     COMP
 AA5364  Z           -   4,060,242.899 (meters)                     COMP
 AA5364  LAPLACE CORR-          -3.71  (seconds)                    DEFLEC99
 AA5364  ELLIP HEIGHT-        3003.72  (meters)          (12/03/02) GPS OBS
 AA5364  GEOID HEIGHT-         -12.29  (meters)                     GEOID03
 AA5364
 AA5364  HORZ ORDER  -  FIRST
 AA5364  ELLP ORDER  -  FOURTH    CLASS II
 AA5364
 AA5364.The horizontal coordinates were established by GPS observations
 AA5364.and adjusted by the National Geodetic Survey in June 1995..
 AA5364
 AA5364.The orthometric height was determined by GPS observations and a
 AA5364.high-resolution geoid model.
 AA5364
 AA5364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5364
 AA5364.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5364
 AA5364.The ellipsoidal height was determined by GPS observations
 AA5364.and is referenced to NAD 83.
 AA5364
 AA5364.The geoid height was determined by GEOID03.
 AA5364
 AA5364;                    North         East     Units Scale Factor Converg.
 AA5364;SPC CO C     -   519,750.376   887,412.271   MT  1.00000385   -0 11 55.2
 AA5364;SPC CO C     - 1,705,214.36  2,911,451.76   sFT  1.00000385   -0 11 55.2
 AA5364;UTM  13      - 4,402,458.583   430,197.659   MT  0.99965998   -0 31 16.9
 AA5364
 AA5364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5364!SPC CO C     -   0.99952899  x   1.00000385  =   0.99953284
 AA5364!UTM  13      -   0.99952899  x   0.99965998  =   0.99918913
 AA5364
 AA5364                          SUPERSEDED SURVEY CONTROL
 AA5364
 AA5364  ELLIP H (06/21/95) 3003.78   (m)                       GP(       ) 4 1
 AA5364
 AA5364.Superseded values are not recommended for survey control.
 AA5364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5364.See file dsdata.txt to determine how the superseded data were derived.
 AA5364
 AA5364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE3019802459(NAD 83)
 AA5364_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5364_SETTING: 66 = SET IN ROCK OUTCROP
 AA5364_STAMPING: LOBATO 1992
 AA5364_MARK LOGO: NGS   
 AA5364_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA5364+STABILITY: POSITION/ELEVATION WELL
 AA5364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5364+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 AA5364
 AA5364  HISTORY     - Date     Condition        Report By
 AA5364  HISTORY     - 1992     MONUMENTED       NGS
 AA5364  HISTORY     - 20030910 GOOD             NGS
 AA5364
 AA5364                          STATION DESCRIPTION
 AA5364
 AA5364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RSC)
 AA5364'THE STATION WILL BE USED DURING A GPS PROJECT. THE STATION IS LOCATED
 AA5364'APPROXIMATELY 7.2 MI (11.6 KM) WEST OF EMPIRE ALONG U.S. HIGHWAY 40 IN
 AA5364'THE SOUTHWEST 1/4 OF PROJECTED SECTION 20, T 3 S, R 75 W, OF THE 6TH
 AA5364'P.M. AT U.S. HIGHWAY 40 MILEPOST 248.8. OWNERSHIP--COLORADO DEPARTMENT
 AA5364'OF TRANSPORTATION. TO REACH THE STATION FROM THE POST OFFICE IN
 AA5364'EMPIRE, GO WEST ON U.S. HIGHWAY 40 FOR 7.2 MI (11.6 KM) TO THE STATION
 AA5364'ON THE LEFT ON TOP OF A ROAD CUT. IT IS A 3-3/4" BRASS NGS ROCK DISK
 AA5364'SET IN A DRILL HOLE IN THE TOP OF A 17 FT (5.2 M) LONG GRANITE OUTCROP
 AA5364'WHICH PROJECTS 3 FT (0.9 M) FROM THE GROUND NORTH OF THE STATION AND
 AA5364'IS A CLIFF ABOVE THE WEST FORK OF CLEAR CREEK TO THE SOUTH OF THE
 AA5364'STATION.  IT IS 73 FT (22.3 M) SOUTH OF THE CENTER OF A GUARD RAIL
 AA5364'BETWEEN U.S HIGHWAY 40 AND THE FRONTAGE ROAD TO THE HENDERSON MINE, 57
 AA5364'FT (17.4 M) WEST OF POWER POLE NUMBER 313, 25.5 SOUTH SOUTHEAST OF A
 AA5364'FIBERGLASS NGS WITNESS POST, AND 7 FT (2.1 M) ABOVE THE HIGHWAY.
 AA5364'DESCRIPTION BY K.A. WILLIAMS.
 AA5364
 AA5364                          STATION RECOVERY (2003)
 AA5364
 AA5364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 AA5364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB3297 ***********************************************************************
 AB3297  DESIGNATION -  LOCHBUIE
 AB3297  PID         -  AB3297
 AB3297  STATE/COUNTY-  CO/ADAMS
 AB3297  USGS QUAD   -  HUDSON (1994)
 AB3297
 AB3297                         *CURRENT SURVEY CONTROL
 AB3297  ___________________________________________________________________
 AB3297* NAD 83(1992)-  40 00 01.17975(N)    104 42 47.82982(W)     ADJUSTED  
 AB3297* NAVD 88     -      1537.7    (meters)    5045.     (feet)  GPS OBS   
 AB3297  ___________________________________________________________________
 AB3297  X           -  -1,242,950.518 (meters)                     COMP
 AB3297  Y           -  -4,733,373.547 (meters)                     COMP
 AB3297  Z           -   4,078,990.239 (meters)                     COMP
 AB3297  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 AB3297  ELLIP HEIGHT-        1519.61  (meters)          (12/03/02) GPS OBS
 AB3297  GEOID HEIGHT-         -18.14  (meters)                     GEOID03
 AB3297
 AB3297  HORZ ORDER  -  FIRST
 AB3297  ELLP ORDER  -  FOURTH    CLASS II
 AB3297
 AB3297.The horizontal coordinates were established by GPS observations
 AB3297.and adjusted by the National Geodetic Survey in May 1996..
 AB3297
 AB3297.The orthometric height was determined by GPS observations and a
 AB3297.high-resolution geoid model.
 AB3297
 AB3297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB3297
 AB3297.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB3297
 AB3297.The ellipsoidal height was determined by GPS observations
 AB3297.and is referenced to NAD 83.
 AB3297
 AB3297.The geoid height was determined by GEOID03.
 AB3297
 AB3297;                    North         East     Units Scale Factor Converg.
 AB3297;SPC CO N     -   379,154.853   981,578.903   MT  0.99996635   +0 30 30.0
 AB3297;SPC CO N     - 1,243,943.88  3,220,396.78   sFT  0.99996635   +0 30 30.0
 AB3297;UTM  13      - 4,427,832.952   524,473.717   MT  0.99960737   +0 11 03.5
 AB3297
 AB3297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB3297!SPC CO N     -   0.99976166  x   0.99996635  =   0.99972802
 AB3297!UTM  13      -   0.99976166  x   0.99960737  =   0.99936913
 AB3297
 AB3297                          SUPERSEDED SURVEY CONTROL
 AB3297
 AB3297  ELLIP H (05/15/96) 1519.66   (m)                       GP(       ) 3 1
 AB3297
 AB3297.Superseded values are not recommended for survey control.
 AB3297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB3297.See file dsdata.txt to determine how the superseded data were derived.
 AB3297
 AB3297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE2447427833(NAD 83)
 AB3297_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AB3297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB3297_STAMPING: LOCHBUIE 1995
 AB3297_MARK LOGO: CO-001
 AB3297_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB3297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB3297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3297+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB3297
 AB3297  HISTORY     - Date     Condition        Report By
 AB3297  HISTORY     - 1995     MONUMENTED       CHANCE
 AB3297
 AB3297                          STATION DESCRIPTION
 AB3297
 AB3297'DESCRIBED BY JE CHANCE AND ASSOCIATES 1995 (FND)
 AB3297'THE STATION IS LOCATED AT THE INTERCHANGE OF INTERSTATE HIGHWAY 76 AND
 AB3297'E.  168TH AVENUE (WELD COUNTY ROAD 2) , ALONG THE ADAMS COUNTY-WELD
 AB3297'COUNTY LINE, ABOUT 0.5 MI (0.8 KM) SOUTH OF LOCHBUIE, 5 MI (8.0 KM)
 AB3297'EAST NORTHEAST OF BRIGHTON, 6 MI (9.7 KM) SOUTHWEST OF HUDSON, 5 MI
 AB3297'(8.0 KM) NORTHEAST OF BARR LAKE, IN THE NORTHWEST 1/4 OF SECTION 6, T
 AB3297'1 S, R 65 W, 6TH P.M.  OWNERSHIP--COLORADO DEPARTMENT OF
 AB3297'TRANSPORTATION$TO REACH THE STATION FROM THE INTERSECTION OF U.S.
 AB3297'HIGHWAY 85 AND STATE HIGHWAY 7 IN BRIGHTON, GO EAST ALONG HIGHWAY 7
 AB3297'(E.  160TH AVENUE) FOR 4.7 MI (7.6 KM) TO THE INTERSECTION WITH
 AB3297'INTERSTATE HIGHWAY 76.  CONTINUE AHEAD AND GO EAST ALONG E.  160TH
 AB3297'AVENUE FOR 0.05 MI (0.08 KM) TO THE INTERSECTION OF THE EASTERLY I-76
 AB3297'FRONTAGE ROAD.  TURN LEFT AND GO NORTHEAST ALONG THE EASTERLY I-76
 AB3297'FRONTAGE ROAD FOR 1.45 MI (2.33 KM) TO THE INTERSECTION WITH E.  168TH
 AB3297'AVENUE (WELD COUNTY ROAD 2) AND THE STATION ON THE LEFT$THE STATION
 AB3297'MARK IS A STANDARD ADAMS COUNTY BRASS SURVEY MARK DISK STAMPED
 AB3297'--LOCHBUIE 1995-- SET IN THE TOP OF A 24-INCH ROUND CONCRETE POST
 AB3297'FLUSH WITH GROUND LEVEL.  IT IS 68 FT (20.7 M) SOUTH OF THE CENTERLINE
 AB3297'OF E.  168TH AVENUE (WELD COUNTY ROAD 2) , 70 FT (21.3 M) NORTHWEST OF
 AB3297'THE CENTERLINE OF THE FRONTAGE ROAD, 37.0 FT (11.3 M) SOUTHWEST OF THE
 AB3297'EDGE OF THE PAVEMENT AT THE MID POINT OF A CURVE, 137.4 FT (41.9 M)
 AB3297'SOUTHEAST OF A METAL LIGHT POLE LOCATED NORTH OF THE AVENUE, 63.2 FT
 AB3297'(19.3 M) NORTH-NORTHWEST OF THE MOST NORTHERLY CORNER OF A METAL DRAIN
 AB3297'GRATE, 3.0 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST, AND 2.0 FT
 AB3297'(0.6 M) NORTH OF A CARSONITE WITNESS POST$DESCRIBED BY F.N. DREXEL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0429 ***********************************************************************
 HJ0429  DESIGNATION -  LOCK
 HJ0429  PID         -  HJ0429
 HJ0429  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0429  USGS QUAD   -  LOCKWOOD ARROYO (1993)
 HJ0429
 HJ0429                         *CURRENT SURVEY CONTROL
 HJ0429  ___________________________________________________________________
 HJ0429* NAD 83(1992)-  37 31 53.61932(N)    103 52 42.12923(W)     ADJUSTED  
 HJ0429* NAVD 88     -      1538.2    (meters)    5047.     (feet)  VERTCON   
 HJ0429  ___________________________________________________________________
 HJ0429  X           -  -1,215,012.726 (meters)                     COMP
 HJ0429  Y           -  -4,917,599.236 (meters)                     COMP
 HJ0429  Z           -   3,865,267.081 (meters)                     COMP
 HJ0429  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 HJ0429  ELLIP HEIGHT-        1517.67  (meters)          (12/03/02) GPS OBS
 HJ0429  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 HJ0429
 HJ0429  HORZ ORDER  -  FIRST
 HJ0429  ELLP ORDER  -  FOURTH    CLASS II
 HJ0429
 HJ0429.The horizontal coordinates were established by GPS observations
 HJ0429.and adjusted by the National Geodetic Survey in December 2002..
 HJ0429
 HJ0429.The NAVD 88 height was computed by applying the VERTCON shift value to
 HJ0429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HJ0429
 HJ0429.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HJ0429
 HJ0429.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0429
 HJ0429.The ellipsoidal height was determined by GPS observations
 HJ0429.and is referenced to NAD 83.
 HJ0429
 HJ0429.The geoid height was determined by GEOID03.
 HJ0429
 HJ0429;                    North         East     Units Scale Factor Converg.
 HJ0429;SPC CO S     -   402,033.716 1,057,721.837   MT  0.99995927   +0 59 40.8
 HJ0429;SPC CO S     - 1,319,005.62  3,470,209.06   sFT  0.99995927   +0 59 40.8
 HJ0429;UTM  13      - 4,154,433.773   599,100.932   MT  0.99972097   +0 41 00.1
 HJ0429
 HJ0429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0429!SPC CO S     -   0.99976190  x   0.99995927  =   0.99972118
 HJ0429!UTM  13      -   0.99976190  x   0.99972097  =   0.99948294
 HJ0429
 HJ0429:                Primary Azimuth Mark                     Grid Az
 HJ0429:SPC CO S     -  LOCK AZ MK                               301 17 27.4
 HJ0429:UTM  13      -  LOCK AZ MK                               301 36 08.1
 HJ0429
 HJ0429|---------------------------------------------------------------------|
 HJ0429| PID    Reference Object                     Distance      Geod. Az  |
 HJ0429|                                                           dddmmss.s |
 HJ0429| HJ0430 LOCK AZ MK                          APPROX. 0.8 KM 3021708.2 |
 HJ0429|---------------------------------------------------------------------|
 HJ0429
 HJ0429                          SUPERSEDED SURVEY CONTROL
 HJ0429
 HJ0429  ELLIP H (12/21/93) 1517.69   (m)                       GP(       ) 4 1
 HJ0429  NAD 83(1992)-  37 31 53.61983(N)    103 52 42.13026(W) AD(       ) 1
 HJ0429  ELLIP H (01/07/93) 1517.69   (m)                       GP(       ) 4 2
 HJ0429  NAD 83(1986)-  37 31 53.60494(N)    103 52 42.13580(W) AD(       ) 1
 HJ0429  NAD 27      -  37 31 53.56524(N)    103 52 40.26507(W) AD(       ) 1
 HJ0429  NGVD 29 (11/20/87) 1537.4    (m)         5044.     (f) GPS OBS        
 HJ0429
 HJ0429.Superseded values are not recommended for survey control.
 HJ0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0429.See file dsdata.txt to determine how the superseded data were derived.
 HJ0429
 HJ0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB9910154434(NAD 83)
 HJ0429_MARKER: DH = HORIZONTAL CONTROL DISK
 HJ0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0429_MAGNETIC: N = NO MAGNETIC MATERIAL
 HJ0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0429+STABILITY: SURFACE MOTION
 HJ0429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HJ0429+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1986
 HJ0429
 HJ0429  HISTORY     - Date     Condition        Report By
 HJ0429  HISTORY     - 1985     MONUMENTED       USA
 HJ0429  HISTORY     - 19860517 GOOD
 HJ0429
 HJ0429                          STATION DESCRIPTION
 HJ0429
 HJ0429'DESCRIBED BY US ARMY 1985 (LWD)
 HJ0429'THE STATION IS LOCATED ABOUT 64.4 KM (40 MI)
 HJ0429'SOUTHWEST OF LAJUNTA,
 HJ0429'37.0 KM (23.0 MI) NORTHEAST OF MODEL JUST NORTH OF THE HEAD OF
 HJ0429'LOCKWOOD CANYON ON A SMALL HILL IN THE CENTRAL PART OF THE MILITARY
 HJ0429'RESERVATION..
 HJ0429'OWNERSHIP--U.S.ARMY,  CONTACT DIVISION ARTILLERY SURVEY INFORMATION
 HJ0429'CENTER,  HHB 4TH INFANTRY DIVISION ARTILLERY, FORT CARSON, COLORADO
 HJ0429'80913-5428.  TELEPHONE  303-579-2131..
 HJ0429'
 HJ0429'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 350 AND
 HJ0429'COUNTY ROAD 99 IN THE TOWN OF MODEL, LAS ANIMAS COUNTY, COLORADO. GO
 HJ0429'NORTHEAST FOR 2 KM (10.25 MI) ON HIGHWAY 350 TO THE MAIN ENTRANCE
 HJ0429'TO PINON CANYON MANEUVER SITE AND A ROAD RIGHT.
 HJ0429'TURN RIGHT AND GO EAST FOR 15.5 KM (9.65 MI) ON MAIN ROAD TO THE
 HJ0429'INTERSECTION OF PIPELINE ROAD.
 HJ0429'CONTINUE STRAIGHT AHEAD AND GO EAST FOR 14.2 KM (8.85 MI) ON MAIN
 HJ0429'ROAD TO A TRACK ROAD RIGHT.  TURN RIGHT, SOUTHEASTERLY ON TRACK
 HJ0429'ROAD FOR 0.5 KM (0.35 MI) TO A SLIGHT RISE IN TRACK ROAD AND A VERY
 HJ0429'DIM TRACK ROAD RIGHT.  TURN RIGHT, SOUTH, AN GO CROSS COUNTRY TO
 HJ0429'THE TOP OF THE SMALL HILL 0.1 KM (0.05 MI) AND THE STATION..
 HJ0429'
 HJ0429'THE STATION IS A STANDARD NGS DISK
 HJ0429'STAMPED---LOCK GPS 1985---,
 HJ0429'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HJ0429'30 CM IN DIAMETER RECESSED 5 CM BELOW GROUND.  LOCATED
 HJ0429'1.5 METERS (4.8 FT) SOUTH FROM AN ORANGE WITNESS POST
 HJ0429'100.0 METERS (328 FT) WEST-SOUTHWEST FROM A LARGE ROCK OUTCROPING
 HJ0429'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 HJ0429'STAMPED---LOCK GPS 1985---,
 HJ0429'SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 HJ0429'
 HJ0429'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 HJ0429'STAMPED---LOCK GPS N0 1 1985---,
 HJ0429'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HJ0429'30 CM IN DIAMETER RECESSED 2.5 CM BELOW GROUND.  LOCATED
 HJ0429'1.1 METERS (3.6 FT) WEST FROM A METAL WITNESS POST
 HJ0429'MARK IS 0.3 METERS BELOW THE STATION.
 HJ0429'
 HJ0429'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 HJ0429'STAMPED---LOCK GPS N0 2 1985---,
 HJ0429'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HJ0429'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 HJ0429'1.2 METERS (3.8 FT) NORTH FROM A METAL WITNESS POST
 HJ0429'MARK IS LEVEL WITH THE STATION.
 HJ0429'
 HJ0429'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 HJ0429'STAMPED---LOCK GPS 1985---,
 HJ0429'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HJ0429'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 HJ0429'0.9 METERS (3.0 FT) SOUTH FROM AN ORANGE WITNESS POST
 HJ0429'TO REACH THE AZIMUTH FROM THE STATION,
 HJ0429'GO NORTH FOR 0.1 KM (0.05 MI) ON DIM TRACK ROAD CROSS COUNTRY TO A
 HJ0429'TRACK ROAD.  TURN LEFT, NORTHWEST FOR 0.6 KM (0.35 MI) ON THE TRACK
 HJ0429'ROAD TO THE MAIN TANK TRAIL.  TURN LEFT, WEST, FOR 0.3 KM (0.3 MI)
 HJ0429'ON MAIN TANK TRAIL.  TURN RIGHT, NORTH, CROSS COUNTRY FOR 0.1 KM
 HJ0429'( 0.05 MI) AND THE AZIMUTH MARK..
 HJ0429'
 HJ0429'DESCRIBED BY JAC.
 HJ0429
 HJ0429                          STATION RECOVERY (1986)
 HJ0429
 HJ0429'RECOVERED 1986
 HJ0429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1292 ***********************************************************************
 LL1292  DESIGNATION -  LOCKMAN ET
 LL1292  PID         -  LL1292
 LL1292  STATE/COUNTY-  CO/LARIMER
 LL1292  USGS QUAD   -  WELLINGTON (1978)
 LL1292
 LL1292                         *CURRENT SURVEY CONTROL
 LL1292  ___________________________________________________________________
 LL1292* NAD 83(1992)-  40 40 44.94052(N)    105 03 20.39448(W)     ADJUSTED  
 LL1292* NAVD 88     -      1593.2    (meters)    5227.     (feet)  VERTCON   
 LL1292  ___________________________________________________________________
 LL1292  LAPLACE CORR-         -13.08  (seconds)                    DEFLEC99
 LL1292  GEOID HEIGHT-         -15.78  (meters)                     GEOID03
 LL1292
 LL1292  HORZ ORDER  -  THIRD
 LL1292
 LL1292.The horizontal coordinates were established by classical geodetic methods
 LL1292.and adjusted by the National Geodetic Survey in January 1993..
 LL1292
 LL1292.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1292
 LL1292.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1292
 LL1292.The geoid height was determined by GEOID03.
 LL1292
 LL1292;                    North         East     Units Scale Factor Converg.
 LL1292;SPC CO N     -   454,325.487   951,965.992   MT  0.99998475   +0 17 13.6
 LL1292;SPC CO N     - 1,490,566.20  3,123,241.76   sFT  0.99998475   +0 17 13.6
 LL1292;UTM  13      - 4,503,142.168   495,295.849   MT  0.99960027   -0 02 10.6
 LL1292
 LL1292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1292!SPC CO N     -   0.99975262  x   0.99998475  =   0.99973737
 LL1292!UTM  13      -   0.99975262  x   0.99960027  =   0.99935299
 LL1292
 LL1292:                Primary Azimuth Mark                     Grid Az
 LL1292:SPC CO N     -  WWVL                                     065 32 24.5
 LL1292:UTM  13      -  WWVL                                     065 51 48.7
 LL1292
 LL1292|---------------------------------------------------------------------|
 LL1292| PID    Reference Object                     Distance      Geod. Az  |
 LL1292|                                                           dddmmss.s |
 LL1292| LL1291 WWVL                                475.295 METERS 0654938.1 |
 LL1292|---------------------------------------------------------------------|
 LL1292
 LL1292                          SUPERSEDED SURVEY CONTROL
 LL1292
 LL1292  NAD 83(1986)-  40 40 44.93317(N)    105 03 20.38386(W) AD(       ) 3
 LL1292  NAD 27      -  40 40 44.99651(N)    105 03 18.46526(W) AD(       ) 3
 LL1292  NGVD 29 (07/19/86) 1592.3    (m)         5224.     (f) VERT ANG       
 LL1292
 LL1292.Superseded values are not recommended for survey control.
 LL1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1292.See file dsdata.txt to determine how the superseded data were derived.
 LL1292
 LL1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF9529603142(NAD 83)
 LL1292_MARKER: DD = SURVEY DISK
 LL1292_SETTING: 0 = UNSPECIFIED SETTING
 LL1292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1292
 LL1292  HISTORY     - Date     Condition        Report By
 LL1292  HISTORY     - 1964     MONUMENTED       USGS
 LL1292
 LL1292                          STATION DESCRIPTION
 LL1292
 LL1292'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 LL1292'STATION LOCATED ABOUT 7 MI. N. AND 1 MI. E. OF FORT COLLINS, COLORADO,
 LL1292'ON A LOW RIDGE IN FIELD OWNED BY MR. LOCKMAN.
 LL1292'
 LL1292'TO REACH FROM FORT COLLINS POST OFFICE, PROCEED N. ON U.S. HIGHWAY
 LL1292'287 2.1 MI. TO JUNCTION OF STATE HIGHWAY NO. 1 ON THE RIGHT, CONTINUE
 LL1292'ON STATE HIGHWAY NO. 1 4.7 MI. TO HOME OF MR. LOCKMAN ON THE LEFT,
 LL1292'TURN LEFT ON DIRT RD. AND CONTINUE NORTHERLY 1.1 MI. TO A GATE AND
 LL1292'STATION ON THE LEFT, ABOUT 150 FT. W. OF RD. AND ABOUT 100 FT. S. OF
 LL1292'FENCE.
 LL1292'
 LL1292'STATION MARK--STANDARD U.S.B.R. TABLET STAMPED ---U.S.G.S. LOCKMAN-ET
 LL1292'1964---, SET IN CONCRETE POST PROJECTING ABOUT 6 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0540 ***********************************************************************
 LN0540  DESIGNATION -  LODGE
 LN0540  PID         -  LN0540
 LN0540  STATE/COUNTY-  CO/MOFFAT
 LN0540  USGS QUAD   -  INDIAN WATER CANYON (1962)
 LN0540
 LN0540                         *CURRENT SURVEY CONTROL
 LN0540  ___________________________________________________________________
 LN0540* NAD 83(1992)-  40 25 59.09044(N)    108 32 45.91723(W)     ADJUSTED  
 LN0540* NAVD 88     -      1938.2    (meters)    6359.     (feet)  VERTCON   
 LN0540  ___________________________________________________________________
 LN0540  LAPLACE CORR-          -5.82  (seconds)                    DEFLEC99
 LN0540  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 LN0540
 LN0540  HORZ ORDER  -  THIRD
 LN0540
 LN0540.The horizontal coordinates were established by classical geodetic methods
 LN0540.and adjusted by the National Geodetic Survey in November 1997..
 LN0540
 LN0540.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0540
 LN0540.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0540
 LN0540.The geoid height was determined by GEOID03.
 LN0540
 LN0540;                    North         East     Units Scale Factor Converg.
 LN0540;SPC CO N     -   431,345.989   655,996.031   MT  0.99996190   -1 58 05.4
 LN0540;SPC CO N     - 1,415,174.30  2,152,213.65   sFT  0.99996190   -1 58 05.4
 LN0540;UTM  12      - 4,478,718.545   708,146.116   MT  1.00013333   +1 35 31.5
 LN0540
 LN0540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0540!SPC CO N     -   0.99969856  x   0.99996190  =   0.99966047
 LN0540!UTM  12      -   0.99969856  x   1.00013333  =   0.99983185
 LN0540
 LN0540:                Primary Azimuth Mark                     Grid Az
 LN0540:SPC CO N     -  LOOKOUT                                  005 13 30.4
 LN0540:UTM  12      -  LOOKOUT                                  001 39 53.5
 LN0540
 LN0540|---------------------------------------------------------------------|
 LN0540| PID    Reference Object                     Distance      Geod. Az  |
 LN0540|                                                           dddmmss.s |
 LN0540| LN0541 LOOKOUT                             APPROX. 2.8 KM 0031525.0 |
 LN0540|---------------------------------------------------------------------|
 LN0540
 LN0540                          SUPERSEDED SURVEY CONTROL
 LN0540
 LN0540  NAD 83(1992)-  40 25 59.08817(N)    108 32 45.91302(W) AD(       ) 3
 LN0540  NAD 83(1986)-  40 25 59.08488(N)    108 32 45.91114(W) AD(       ) 3
 LN0540  NAD 27      -  40 25 59.20750(N)    108 32 43.54740(W) AD(       ) 3
 LN0540  NGVD 29 (07/19/86) 1936.9    (m)         6355.     (f) VERT ANG       
 LN0540
 LN0540.Superseded values are not recommended for survey control.
 LN0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0540.See file dsdata.txt to determine how the superseded data were derived.
 LN0540
 LN0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK0814678719(NAD 83)
 LN0540_MARKER: DD = SURVEY DISK
 LN0540_SETTING: 80 = SET IN A BOULDER
 LN0540_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 LN0540
 LN0540  HISTORY     - Date     Condition        Report By
 LN0540  HISTORY     - 1939     MONUMENTED       USGS
 LN0540  HISTORY     - 1955     GOOD             USGS
 LN0540
 LN0540                          STATION DESCRIPTION
 LN0540
 LN0540'DESCRIBED BY US GEOLOGICAL SURVEY 1955 (HWS)
 LN0540'RECOVERED IN 1955 AND REDESCRIBED AS FOLLOWS.
 LN0540'
 LN0540'IN THE W. 1/2 OF SEC. 32, T 6 N, R 99 W, ON N. END OF SMALL
 LN0540'TRIANGULAR SHAPED TREE COVERED HILL TO THE E. OF DISAPPOINTMENT CREEK.
 LN0540'
 LN0540'TO REACH STATION FROM MAYBELL POST OFFICE, DRIVE W. ON U.S. HIGHWAY 40
 LN0540'17.3 MI. TO GRAVEL RD. ON RIGHT.  TURN RIGHT AND CONTINUE ON MAIN RD.
 LN0540'7.2 MI. TO T-RD. ON RIGHT TO FOOT BRIDGE OVER YAMPA RIVER TO LILY PARK
 LN0540'RANCH BUILDINGS.  CONTINUE STRAIGHT AHEAD 2.0 MI. TO GAP IN FENCE.
 LN0540'CONTINUE THRU GAP 0.7 MI. TO RD. FORK LEADING TO WHITE BEAR RANCH.
 LN0540'TAKE LEFT FORK, CONTINUE 0.7 MI. TO JUNCTION WITH RD. FROM S., AFTER
 LN0540'PASSING THRU GAP IN FENCE WITH HEAVY WOODEN GATE.  TAKE RIGHT FORK,
 LN0540'CONTINUE ALONG S. SIDE OF YAMPA RIVER 2.1 MI. TO GAP IN FENCE.  GO
 LN0540'THRU GAP AND CONTINUE 0.6 MI. TO Y-FORK IN RD. ABOUT 200 FT. FROM
 LN0540'YAMPA RIVER IN FLAT GRASSY AREA.  TAKE LEFT FORK, CONTINUE 0.5 MI. TO
 LN0540'TRACK RD. LEFT.  TURN LEFT AND FOLLOW TRACK RD. AROUND E. SIDE OF
 LN0540'SMALL HILL AND DOWN INTO DRAIN 0.5 MI. TO GAP IN FENCELINE CROSSING
 LN0540'DRAIN.  CONTINUE UP DRAIN 1.7 MI. TO END OF TRUCK TRAVEL.  PACK S. AND
 LN0540'W. ACROSS WASH UP ALONG SAGEBRUSH AND CEDAR COVERED RIDGE TO HIGHEST
 LN0540'POINT OF RIDGE EXTENDING S. FROM THE MOUTH OF CANYON FORMED BY YAMPA
 LN0540'RIVER.  ABOUT A 45-MINUTE PACK.  STATION IS ON NW. SIDE OF HIGHEST
 LN0540'POINT.
 LN0540'
 LN0540'STATION MARK--STANDARD BRONZE TABLET CEMENTED IN LARGE BOULDER,
 LN0540'STAMPED ---LODGE 1939---.
 LN0540'
 LN0540'REFERENCE MARK NO. 1--STANDARD BRONZE REFERENCE TABLET CEMENTED IN
 LN0540'BOULDER, STAMPED ---LODGE NO. 1---, 11.26 FT. FROM STATION,
 LN0540'S 56 DEG 41 MIN W.
 LN0540'
 LN0540'REFERENCE MARK NO. 2--STANDARD BRONZE REFERENCE TABLET CEMENTED IN
 LN0540'BOULDER, STAMPED ---LODGE NO. 2---, 9.33 FT. FROM STATION,
 LN0540'S 85 DEG 36 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3422 ***********************************************************************
 AA3422  DESIGNATION -  LOESCHER
 AA3422  PID         -  AA3422
 AA3422  STATE/COUNTY-  CO/DOUGLAS
 AA3422  USGS QUAD   -  CHEESMAN LAKE (1984)
 AA3422
 AA3422                         *CURRENT SURVEY CONTROL
 AA3422  ___________________________________________________________________
 AA3422* NAD 83(1992)-  39 09 10.74941(N)    105 15 44.66631(W)     ADJUSTED  
 AA3422* NAVD 88     -      2211.3    (meters)    7255.     (feet)  GPS OBS   
 AA3422  ___________________________________________________________________
 AA3422  X           -  -1,304,177.152 (meters)                     COMP
 AA3422  Y           -  -4,779,587.609 (meters)                     COMP
 AA3422  Z           -   4,006,888.923 (meters)                     COMP
 AA3422  LAPLACE CORR-          -5.63  (seconds)                    DEFLEC99
 AA3422  ELLIP HEIGHT-        2196.91  (meters)          (12/03/02) GPS OBS
 AA3422  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 AA3422
 AA3422  HORZ ORDER  -  FIRST
 AA3422  ELLP ORDER  -  FOURTH    CLASS II
 AA3422
 AA3422.The horizontal coordinates were established by GPS observations
 AA3422.and adjusted by the National Geodetic Survey in December 1994..
 AA3422
 AA3422.The orthometric height was determined by GPS observations and a
 AA3422.high-resolution geoid model.
 AA3422
 AA3422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3422
 AA3422.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3422
 AA3422.The ellipsoidal height was determined by GPS observations
 AA3422.and is referenced to NAD 83.
 AA3422
 AA3422.The geoid height was determined by GEOID03.
 AA3422
 AA3422;                    North         East     Units Scale Factor Converg.
 AA3422;SPC CO C     -   451,318.607   934,937.903   MT  0.99993632   +0 08 59.5
 AA3422;SPC CO C     - 1,480,701.13  3,067,375.44   sFT  0.99993632   +0 08 59.5
 AA3422;UTM  13      - 4,333,786.604   477,326.687   MT  0.99960633   -0 09 56.5
 AA3422
 AA3422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3422!SPC CO C     -   0.99965544  x   0.99993632  =   0.99959178
 AA3422!UTM  13      -   0.99965544  x   0.99960633  =   0.99926190
 AA3422
 AA3422                          SUPERSEDED SURVEY CONTROL
 AA3422
 AA3422  ELLIP H (12/14/94) 2196.94   (m)                       GP(       ) 3 1
 AA3422
 AA3422.Superseded values are not recommended for survey control.
 AA3422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3422.See file dsdata.txt to determine how the superseded data were derived.
 AA3422
 AA3422_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7732733787(NAD 83)
 AA3422_MARKER: DD = SURVEY DISK
 AA3422_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA3422_STAMPING: LOESCHER
 AA3422_MARK LOGO: DCGIS 
 AA3422_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA3422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3422+STABILITY: SURFACE MOTION
 AA3422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3422+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3422
 AA3422  HISTORY     - Date     Condition        Report By
 AA3422  HISTORY     - 1993     MONUMENTED       MSAM
 AA3422
 AA3422                          STATION DESCRIPTION
 AA3422
 AA3422'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1993 (KCH)
 AA3422'THE STATION IS LOCATED ABOUT 7 MILES (11.3 KM) SOUTH OF DECKERS.
 AA3422'COLORADO, IN THE PIKE NATIONAL FOREST, IN SECTION 30, TOWNSHIP 10
 AA3422'SOUTH, RANGE 70 WEST OF THE 6TH P.M., OWNERSHIP-- US FOREST. TO REACH
 AA3422'THE STATION FROM THE BRIDGE IN DECKERS, GO SOUTHEAST ON STATE HIGHWAY
 AA3422'67 FOR 8.8 MILES (14.2 KM) TO DOUGLAS COUNTY ROAD 73 ON THE WEST
 AA3422'(RIGHT), GO WEST ON DOUGLAS COUNTY ROAD 73 FOR 0.25 MILES (0.40 KM)
 AA3422'(WINDS DOWNS A SWITCHBACK) TO WEST CREEK ROAD, GO SOUTH ON WEST CREEK
 AA3422'ROAD FOR 0.6 MILES (1.0 KM) TO STUMP ROAD, GO WEST (RIGHT) ON STUMP
 AA3422'ROAD FOR 2.5 MILES (4.0 KM) TO A FORK ON THE RIGHT, FOREST SERVICE
 AA3422'ROAD 360, GO WEST (RIGHT FORK)ON FOREST SERVICE ROAD 360 FOR 2.6 MILES
 AA3422'(4.2 KM) TO A ROAD ON THE RIGHT WITH NO NAME POSTED, GO NORTH ON THE
 AA3422'ROAD WITH NO NAME FOR 2.9 MILES (4.7 KM) TO A DOUGLAS COUNTY
 AA3422'FIBERGLASS WITNESS POST ON THE EAST (RIGHT), THE STATION IS AT THE TOP
 AA3422'OF THE HILL EAST OF THE WITNESS POST. THE STATION IS A BRASS DISK SET
 AA3422'IN A ROCK OUTCROPPING FLUSH WITH THE GROUND, THE STATION IS ABOUT 250
 AA3422'FEET (76.2 M) ABOVE THE ROAD, IT IS AN EASY 10 MINUTE HIKE WITH
 AA3422'EQUIPMENT, IT IS 5.5 FEET (1.7 M) NORTH OF A DOUGLAS COUNTY FIBERGLASS
 AA3422'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0776 ***********************************************************************
 LK0776  CBN         -  This is a Cooperative Base Network Control Station.
 LK0776  DESIGNATION -  LOGAN
 LK0776  PID         -  LK0776
 LK0776  STATE/COUNTY-  CO/LOGAN
 LK0776  USGS QUAD   -  STERLING NORTH (1951)
 LK0776
 LK0776                         *CURRENT SURVEY CONTROL
 LK0776  ___________________________________________________________________
 LK0776* NAD 83(1992)-  40 37 46.48018(N)    103 09 59.89158(W)     ADJUSTED  
 LK0776* NAVD 88     -      1218.9    (meters)    3999.     (feet)  GPS OBS   
 LK0776  ___________________________________________________________________
 LK0776  X           -  -1,104,384.750 (meters)                     COMP
 LK0776  Y           -  -4,720,931.955 (meters)                     COMP
 LK0776  Z           -   4,132,071.602 (meters)                     COMP
 LK0776  LAPLACE CORR-          -2.48  (seconds)                    DEFLEC99
 LK0776  ELLIP HEIGHT-        1199.05  (meters)          (10/21/02) GPS OBS
 LK0776  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 LK0776
 LK0776  HORZ ORDER  -  B
 LK0776  ELLP ORDER  -  FOURTH    CLASS II
 LK0776
 LK0776.The horizontal coordinates were established by GPS observations
 LK0776.and adjusted by the National Geodetic Survey in May 1992..
 LK0776
 LK0776.The orthometric height was determined by GPS observations and a
 LK0776.high-resolution geoid model.
 LK0776
 LK0776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0776
 LK0776.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0776
 LK0776.The ellipsoidal height was determined by GPS observations
 LK0776.and is referenced to NAD 83.
 LK0776
 LK0776.The geoid height was determined by GEOID03.
 LK0776
 LK0776;                    North         East     Units Scale Factor Converg.
 LK0776;SPC CO N     -   451,323.732 1,111,787.763   MT  0.99997866   +1 30 27.6
 LK0776;SPC CO N     - 1,480,717.94  3,647,590.35   sFT  0.99997866   +1 30 27.6
 LK0776;UTM  13      - 4,499,253.662   655,052.735   MT  0.99989593   +1 11 38.6
 LK0776
 LK0776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0776!SPC CO N     -   0.99981194  x   0.99997866  =   0.99979061
 LK0776!UTM  13      -   0.99981194  x   0.99989593  =   0.99970789
 LK0776
 LK0776                          SUPERSEDED SURVEY CONTROL
 LK0776
 LK0776  NAD 83(1986)-  40 37 46.47444(N)    103 09 59.89398(W) AD(       ) 3
 LK0776  ELLIP H (05/26/92) 1199.08   (m)                       GP(       ) 4 1
 LK0776  NGVD 29 (06/11/92) 1218.2    (m)         3997.     (f) GPS OBS        
 LK0776
 LK0776.Superseded values are not recommended for survey control.
 LK0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0776.See file dsdata.txt to determine how the superseded data were derived.
 LK0776
 LK0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE5505399254(NAD 83)
 LK0776_MARKER: I = METAL ROD
 LK0776_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LK0776_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LK0776_STAMPING: LOGAN 1991
 LK0776_MARK LOGO: NGS   
 LK0776_PROJECTION: PROJECTING 5 CENTIMETERS
 LK0776_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LK0776_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LK0776+STABILITY: POSITION/ELEVATION WELL
 LK0776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0776+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1995
 LK0776_ROD/PIPE-DEPTH: 29.7 meters
 LK0776_SLEEVE-DEPTH  : 1 meters
 LK0776
 LK0776  HISTORY     - Date     Condition        Report By
 LK0776  HISTORY     - 1991     MONUMENTED       NGS
 LK0776  HISTORY     - 19950627 GOOD             MSAM
 LK0776
 LK0776                          STATION DESCRIPTION
 LK0776
 LK0776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LK0776'STATION IS LOCATED ABOUT 3.5 KM (2.2 MI) EAST-NORTHEAST OF STERLING, 1
 LK0776'KM (0.6 MI) NORTHEAST OF EXIT 125 OF INTERSTATE HIGHWAY 76, ON A LOW,
 LK0776'SANDY, BRUSH-COVERED KNOLL ADJACENT TO A RADIO MAST, IN THE MEDIAN OF
 LK0776'THE INTERSTATE HIGHWAY (MEDIAN IS ABOUT 300 M (984.2 FT) WIDE AT THIS
 LK0776'POINT), IN THE SOUTHEAST 1/4 OF SECTION 27, T 8 N, R 52 W.
 LK0776'OWNERSHIP--CITY OF STERLING, DIRECTOR OF PUBLIC WORKS, JOSEPH D.
 LK0776'KIOLBASA, CENTENNIAL SQUARE, STERLING, CO 80751.  PHONE IS
 LK0776'303-522-9700.  CONTACT MR. KIOLBASA FOR KEY TO GATE.
 LK0776'TO REACH FROM THE JUNCTION OF US HIGHWAY 6 (AS IT PASSES UNDER THE
 LK0776'INTERSTATE HIGHWAY BRIDGES) AND A GRAVEL ROAD LEADING NORTHEAST
 LK0776'BETWEEN THE NORTHEAST AND SOUTHWEST BOUND LANES OF THE INTERSTATE
 LK0776'HIGHWAY, GO NORTHEAST, PASSING THROUGH A LOCKED POLE GATE, FOR 1.01
 LK0776'KM (0.63 MI) TO ROAD END AT THE RADIO MAST.  BEAR LEFT, NORTHERLY,
 LK0776'CROSS COUNTRY FOR 75 M (246.1 FT) TO THE STATION ON THE NORTH ONE OF
 LK0776'THREE HUMPS ON THE KNOLL.
 LK0776'STATION MARK IS A PUNCH HOLE TOP CENTER IN A STEEL ROD ENCASED IN A
 LK0776'PVC PIPE WITH LOGO CAP SET IN A 0.5 M (1.6 FT) CONCRETE SLEEVE
 LK0776'PROJECTING 5 CM ABOVE GROUND.  IT IS 72.4 M (237.5 FT) NORTH OF THE
 LK0776'NORTH CORNER OF THE FENCE AROUND THE MAST, 29.2 M (95.8 FT) SOUTHEAST
 LK0776'OF THE SOUTHWEST BOUND RIGHT-OF-WAY FENCE, 56.8 M (186.4 FT) EAST OF
 LK0776'A UTILITY POLE, ABOUT 9 M (29.5 FT) SOUTHWEST OF THE EDGE OF THE
 LK0776'KNOLL AND SET IN THE MIDDLE OF THREE FIBERGLASS WITNESS POSTS SET 1.2
 LK0776'M (3.9 FT) FROM THE STATION.
 LK0776'DESCRIBED BY G.R.HEID
 LK0776
 LK0776                          STATION RECOVERY (1995)
 LK0776
 LK0776'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0776'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0944 ***********************************************************************
 JJ0944  DESIGNATION -  LOLITA
 JJ0944  PID         -  JJ0944
 JJ0944  STATE/COUNTY-  CO/OTERO
 JJ0944  USGS QUAD   -  MEREDITH HILL (1954)
 JJ0944
 JJ0944                         *CURRENT SURVEY CONTROL
 JJ0944  ___________________________________________________________________
 JJ0944* NAD 83(1992)-  38 08 12.15322(N)    103 35 31.16001(W)     ADJUSTED  
 JJ0944* NAVD 88     -      1342.4    (meters)    4404.     (feet)  VERTCON   
 JJ0944  ___________________________________________________________________
 JJ0944  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 JJ0944  GEOID HEIGHT-         -22.00  (meters)                     GEOID03
 JJ0944
 JJ0944  HORZ ORDER  -  THIRD
 JJ0944
 JJ0944.The horizontal coordinates were established by classical geodetic methods
 JJ0944.and adjusted by the National Geodetic Survey in January 1993..
 JJ0944
 JJ0944.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0944
 JJ0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0944
 JJ0944.The geoid height was determined by GEOID03.
 JJ0944
 JJ0944;                    North         East     Units Scale Factor Converg.
 JJ0944;SPC CO S     -   469,661.971 1,081,657.118   MT  0.99995930   +1 10 13.2
 JJ0944;SPC CO S     - 1,540,882.65  3,548,736.73   sFT  0.99995930   +1 10 13.2
 JJ0944;UTM  13      - 4,221,919.761   623,392.751   MT  0.99978752   +0 52 10.6
 JJ0944
 JJ0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0944!SPC CO S     -   0.99979286  x   0.99995930  =   0.99975217
 JJ0944!UTM  13      -   0.99979286  x   0.99978752  =   0.99958042
 JJ0944
 JJ0944:                Primary Azimuth Mark                     Grid Az
 JJ0944:SPC CO S     -  SWINK HOLLY SUGAR CORP STACK             189 10 56.9
 JJ0944:UTM  13      -  SWINK HOLLY SUGAR CORP STACK             189 28 59.5
 JJ0944
 JJ0944|---------------------------------------------------------------------|
 JJ0944| PID    Reference Object                     Distance      Geod. Az  |
 JJ0944|                                                           dddmmss.s |
 JJ0944| JJ0945 SWINK HOLLY SUGAR CORP STACK        APPROX.13.8 KM 1902110.1 |
 JJ0944| JJ0955 SUGAR                               APPROX. 5.4 KM 2701916.8 |
 JJ0944| JJ0956 SUGAR CITY STACK                    APPROX.11.7 KM 3282927.6 |
 JJ0944|---------------------------------------------------------------------|
 JJ0944
 JJ0944                          SUPERSEDED SURVEY CONTROL
 JJ0944
 JJ0944  NAD 83(1986)-  38 08 12.13771(N)    103 35 31.15899(W) AD(       ) 3
 JJ0944  NAD 27      -  38 08 12.11684(N)    103 35 29.36157(W) AD(       ) 3
 JJ0944  NGVD 29 (07/19/86) 1341.7    (m)         4402.     (f) VERT ANG       
 JJ0944
 JJ0944.Superseded values are not recommended for survey control.
 JJ0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0944.See file dsdata.txt to determine how the superseded data were derived.
 JJ0944
 JJ0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC2339321920(NAD 83)
 JJ0944
 JJ0944  HISTORY     - Date     Condition        Report By
 JJ0944  HISTORY     - 1949     MONUMENTED       USGS
 JJ0944  HISTORY     - 1949     GOOD             USGS
 JJ0944
 JJ0944                          STATION DESCRIPTION
 JJ0944
 JJ0944'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 JJ0944'NEW DESCRIPTION--STATION IS LOCATED ABOUT 2 MI. N. AND 4.5 MI. W. OF
 JJ0944'CHERAW, IN SEC. 17, T 22 S, R 55 W.
 JJ0944'
 JJ0944'TO REACH STATION FROM DEPOT IN CHERAW, PROCEED W. ALONG COUNTY RD.
 JJ0944'FOR 0.9 MI. TO CROSSROADS, THENCE RIGHT (N.) 1.5 MI. TO BEND N. OF
 JJ0944'CANAL, THENCE W. 2.0 MI., THENCE N. 1.4 MI. TO TRAIL RD. W., THENCE
 JJ0944'WESTERLY ALONG TRAIL RD. 1.2 MI. TO WINDMILL, STATION LIES 0.8 MI.
 JJ0944'SW. ON HIGHEST POINT OF GRASSY KNOLL 226 FT. DUE E. OF A FENCE.
 JJ0944'
 JJ0944'STATION MARK--A 4 IN. IRON BENCH MARK POST WITH PORTION OF BRASS CAP
 JJ0944'PROJECTING 10 IN. ABOVE GROUND.  A STONE CHISELED ---USGS X 1889---
 JJ0944'IS ADJACENT TO PIPE.
 JJ0944'
 JJ0944'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET IN TOP OF 6 X 6 IN.
 JJ0944'CONCRETE POST, STAMPED ---LOLITA NO. 1 1949---, 49.0 FT. FROM
 JJ0944'STATION, S 82 DEG 31 MIN E.
 JJ0944'
 JJ0944'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET IN TOP OF 6 X 6 IN.
 JJ0944'CONCRETE POST, STAMPED ---LOLITA NO. 2 1949---, 56.02 FT. FROM
 JJ0944'STATION, S 18 DEG 28 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0202 ***********************************************************************
 KM0202  CBN         -  This is a Cooperative Base Network Control Station.
 KM0202  DESIGNATION -  LOMA
 KM0202  PID         -  KM0202
 KM0202  STATE/COUNTY-  CO/MESA
 KM0202  USGS QUAD   -  HIGHLINE LAKE (1968)
 KM0202
 KM0202                         *CURRENT SURVEY CONTROL
 KM0202  ___________________________________________________________________
 KM0202* NAD 83(1992)-  39 18 33.75891(N)    108 49 14.75434(W)     ADJUSTED  
 KM0202* NAVD 88     -      1511.748  (meters)    4959.79   (feet)  ADJUSTED  
 KM0202  ___________________________________________________________________
 KM0202  X           -  -1,594,589.538 (meters)                     COMP
 KM0202  Y           -  -4,678,517.334 (meters)                     COMP
 KM0202  Z           -   4,019,897.713 (meters)                     COMP
 KM0202  LAPLACE CORR-           4.04  (seconds)                    DEFLEC99
 KM0202  ELLIP HEIGHT-        1494.62  (meters)          (10/21/02) GPS OBS
 KM0202  GEOID HEIGHT-         -17.14  (meters)                     GEOID03
 KM0202  DYNAMIC HT  -        1510.312 (meters)    4955.08  (feet)  COMP
 KM0202  MODELED GRAV-     979,624.6   (mgal)                       NAVD 88
 KM0202
 KM0202  HORZ ORDER  -  B
 KM0202  VERT ORDER  -  FIRST     CLASS II
 KM0202  ELLP ORDER  -  FOURTH    CLASS II
 KM0202
 KM0202.The horizontal coordinates were established by GPS observations
 KM0202.and adjusted by the National Geodetic Survey in May 1992..
 KM0202
 KM0202.The orthometric height was determined by differential leveling
 KM0202.and adjusted by the National Geodetic Survey in June 1991..
 KM0202
 KM0202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KM0202
 KM0202.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0202
 KM0202.The ellipsoidal height was determined by GPS observations
 KM0202.and is referenced to NAD 83.
 KM0202
 KM0202.The geoid height was determined by GEOID03.
 KM0202
 KM0202.The dynamic height is computed by dividing the NAVD 88
 KM0202.geopotential number by the normal gravity value computed on the
 KM0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0202.degrees latitude (g = 980.6199 gals.).
 KM0202
 KM0202.The modeled gravity was interpolated from observed gravity values.
 KM0202
 KM0202;                    North         East     Units Scale Factor Converg.
 KM0202;SPC CO C     -   473,887.029   628,073.073   MT  0.99994250   -2 05 39.7
 KM0202;SPC CO C     - 1,554,744.36  2,060,603.07   sFT  0.99994250   -2 05 39.7
 KM0202;UTM  12      - 4,353,373.669   687,888.282   MT  1.00003468   +1 22 51.5
 KM0202
 KM0202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0202!SPC CO C     -   0.99976556  x   0.99994250  =   0.99970808
 KM0202!UTM  12      -   0.99976556  x   1.00003468  =   0.99980023
 KM0202
 KM0202|---------------------------------------------------------------------|
 KM0202| PID    Reference Object                     Distance      Geod. Az  |
 KM0202|                                                           dddmmss.s |
 KM0202| CM7572 LOMA RM 1                             6.588 METERS 09436     |
 KM0202| CM7571 LOMA AZ MK                                         1712759.2 |
 KM0202| CM7573 LOMA RM 2                             7.340 METERS 20129     |
 KM0202|---------------------------------------------------------------------|
 KM0202
 KM0202                          SUPERSEDED SURVEY CONTROL
 KM0202
 KM0202  ELLIP H (05/26/92) 1494.64   (m)                       GP(       ) 4 1
 KM0202  NAD 83(1986)-  39 18 33.73930(N)    108 49 14.75201(W) AD(       ) 3
 KM0202  NAD 27      -  39 18 33.81900(N)    108 49 12.38500(W) AD(       ) 3
 KM0202  NAVD 88 (05/26/92) 1511.75   (m)         4959.8    (f) LEVELING    3  
 KM0202  NGVD 29 (06/11/92) 1510.50   (m)         4955.7    (f) LEVELING    3  
 KM0202
 KM0202.Superseded values are not recommended for survey control.
 KM0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0202.See file dsdata.txt to determine how the superseded data were derived.
 KM0202
 KM0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ8788853374(NAD 83)
 KM0202_MARKER: DS = TRIANGULATION STATION DISK
 KM0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0202_SP_SET: CONCRETE POST
 KM0202_STAMPING: LOMA 1937
 KM0202_MARK LOGO: CGS   
 KM0202_PROJECTION: PROJECTING 5 CENTIMETERS
 KM0202_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KM0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0202+STABILITY: SURFACE MOTION
 KM0202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0202+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2005
 KM0202
 KM0202  HISTORY     - Date     Condition        Report By
 KM0202  HISTORY     - 1937     MONUMENTED       CGS
 KM0202  HISTORY     - 1981     GOOD             LOCENG
 KM0202  HISTORY     - 1984     GOOD             NGS
 KM0202  HISTORY     - 19910703 GOOD             NGS
 KM0202  HISTORY     - 19940829 GOOD             NGS
 KM0202  HISTORY     - 19980108 GOOD             CODOT
 KM0202  HISTORY     - 20011101 GOOD             NGS
 KM0202  HISTORY     - 20030419 GOOD             GEOCAC
 KM0202  HISTORY     - 20050604 GOOD             GEOCAC
 KM0202
 KM0202                          STATION DESCRIPTION
 KM0202
 KM0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KM0202'STATION IS 8.3 MILES N OF LOMA, COLORADO, ON LOW FLAT DESERT
 KM0202'LAND.
 KM0202'
 KM0202'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KM0202'DISKS SET IN CONCRETE.
 KM0202'
 KM0202'STATION MARK PROJECTS 3 INCHES ABOVE GROUND.
 KM0202'
 KM0202'REFERENCE MARK NO. 1 PROJECTS ABOUT 5 INCHES ABOVE GROUND AND IS
 KM0202'1 FOOT LOWER THAN STATION.
 KM0202'
 KM0202'REFERENCE MARK NO. 2 PROJECTS ABOUT 4 INCHES ABOVE GROUND
 KM0202'AND IS 6 INCHES LOWER THAN STATION.
 KM0202'
 KM0202'AZIMUTH MARK IS APPROXIMATELY 1.9 MILES (MEASURED IN A NEARLY
 KM0202'STRAIGHT EQUAL DISTANCE ALONG THE ROAD WITH THE SPEEDOMETER ON
 KM0202'TRUCK U.S. 477) S OF THE STATION AND 14 METERS SW (PACED DISTANCE)
 KM0202'OF THE CENTER LINE OF THE ROAD, AND PROJECTS 3 INCHES ABOVE
 KM0202'GROUND.  IT IS ABOUT 300 YARDS DOWN HILL (NOT MEASURED) FROM THE
 KM0202'LOW SUMMIT WHERE THE HIGHWAY DROPS SHARPLY INTO THE FLAT DESERT
 KM0202'VALLEY.
 KM0202'
 KM0202'FROM THE INTERSECTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY 139
 KM0202'GO N ON STATE HIGHWAY 139 8.3 MILES TO A CORRUGATED IRON
 KM0202'CULVERT CROSSING THE ROAD.  TURN LEFT AND GO 0.1 MILE (135
 KM0202'METERS PACED DISTANCE) TO STATION AT TOP OF LOW FLAT KNOLL THAT
 KM0202'IS ABOUT 25 FEET HIGHER THAN ROAD.  THERE IS A DIM TRAIL ROAD
 KM0202'35 METERS (PACED DISTANCE) N OF STATION.
 KM0202
 KM0202                          STATION RECOVERY (1981)
 KM0202
 KM0202'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (NC)
 KM0202'LOMA-1937 RECOVERED EXCELLENT - BOTH REFERENCE MARKS RECOVERED AND
 KM0202'AZIMUTH MARK 1.9 MILES S. ALONG OLD HWY 139, AND 250 METERS EAST OF
 KM0202'EXISTING HWY ALSO RECOVERED.
 KM0202'STEEL POST AND SIGN PLACED ON LOMA AND AZIMUTH MARK 5 NOV 81.
 KM0202'
 KM0202'135 M WEST OF HWY 139 AND 30 M SOUTH OF DIRT ROAD.
 KM0202
 KM0202                          STATION RECOVERY (1984)
 KM0202
 KM0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KM0202'12.6 KM (7.8 MI) NORTH FROM LOMA.
 KM0202'THE MARK IS 2.5 M ABOVE THE HIGHWAY.
 KM0202'12.6 KM (7.8 MI) NORTHERLY ALONG STATE HIGHWAY 139 FROM THE POST
 KM0202'OFFICE IN LOMA, 0.4 KM (0.25 MI) NORTH OF MILEPOST 9, 141.0 M (462.6
 KM0202'FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 31.4 M (103.0 FT) SOUTH
 KM0202'OF THE CENTER OF A DIRT ROAD LEADING WEST.
 KM0202'THE MARK IS 0.7 METERS  E FROM  A WITNESS POST
 KM0202
 KM0202                          STATION RECOVERY (1991)
 KM0202
 KM0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KM0202'STATION IS LOCATED ABOUT 35 KM (21.7 MI) NORTHWEST OF GRAND JUNCTION,
 KM0202'12 KM (7.5 MI) NORTH OF LOMA, 6.5 KM (4.0 MI) SOUTH OF THE
 KM0202'MESA-GARFIELD COUNTY LINE, 0.15 KM (0.09 MI) WEST OF STATE HIGHWAY
 KM0202'139, ON THE SECOND MAJOR RIDGE NORTH OF LOMA, ON LOCAL HIGH GROUND,
 KM0202'IN THE NORTHWEST 1/4 OF SECTION 6, T 9 S, R 102 W.  OWNERSHIP--US
 KM0202'BUREAU OF LAND MANAGEMENT.
 KM0202'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 70 AND STATE HIGHWAY
 KM0202'139 (EXIT 15), GO NORTH ON HIGHWAY 139 (PASSING THROUGH LOMA) FOR
 KM0202'6.05 MI (9.74 KM) TO THE GOVERNMENT HIGHLINE CANAL.  CONTINUE AHEAD
 KM0202'FOR 3.3 MI (5.3 KM) TO A GRADED ROAD LEFT (AT MILE 9.3) ON TOP OF
 KM0202'RIDGE. TURN LEFT, WEST, ON GRADED ROAD FOR 0.1 MI (0.2 KM) TO THE
 KM0202'STATION ON THE LEFT.
 KM0202'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST
 KM0202'PROJECTING 5 CM ABOVE GROUND.  IT IS 31.5 M (103.3 FT) SOUTH OF THE
 KM0202'ROAD CENTER AND 0.7 M (2.3 FT) EAST-SOUTHEAST OF A METAL WITNESS
 KM0202'POST.
 KM0202'DESCRIBED BY G.R.HEID
 KM0202
 KM0202                          STATION RECOVERY (1994)
 KM0202
 KM0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (RSC)
 KM0202'RECOVERED AS DESCRIBED.
 KM0202
 KM0202                          STATION RECOVERY (1998)
 KM0202
 KM0202'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (RSC)
 KM0202'RECOVERED AS DESCRIBED.
 KM0202
 KM0202                          STATION RECOVERY (2001)
 KM0202
 KM0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 KM0202'RECOVERED AS DESCRIBED.
 KM0202'
 KM0202
 KM0202                          STATION RECOVERY (2003)
 KM0202
 KM0202'RECOVERY NOTE BY GEOCACHING 2003 (PJM)
 KM0202'FOUND BENCHMARK AND TWO REFERENCE POINTS, AS DESCRIBED. COORDINATES AS
 KM0202'FOLLOWS (ALL COORDINATES WGS 84)
 KM0202'KM0202    N 39 18.563  W 108 49.246
 KM0202'KM0202R1  N 39 18.562  W 108 49.242
 KM0202'KM0202R2  N 39 18.559  W 108 49.247
 KM0202' 
 KM0202'ADD THE FOLLOWING DESCRIPTION FOR AZIMUTH MARK. FOLLOW HWY 139 NORTH
 KM0202'5.5 MILES FROM LOMA POST OFFICE TO ROAD ON THE RIGHT AT TOP OF HILL.
 KM0202'FOLLOW DIRT TRACK TO LEFT FOR APPROX 0.5 MILES TO STATION ON THE LEFT.
 KM0202' 
 KM0202'AZIMUTH   N 39 17.164  W 108 48.976
 KM0202
 KM0202                          STATION RECOVERY (2005)
 KM0202
 KM0202'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0727 ***********************************************************************
 LK0727  DESIGNATION -  LOMOR
 LK0727  PID         -  LK0727
 LK0727  STATE/COUNTY-  CO/LOGAN
 LK0727  USGS QUAD   -  STONEHAM SE (1978)
 LK0727
 LK0727                         *CURRENT SURVEY CONTROL
 LK0727  ___________________________________________________________________
 LK0727* NAD 83(1992)-  40 31 24.22575(N)    103 33 42.42882(W)     ADJUSTED  
 LK0727* NAVD 88     -      1387.1    (meters)    4551.     (feet)  GPS OBS   
 LK0727  ___________________________________________________________________
 LK0727  X           -  -1,138,745.753 (meters)                     COMP
 LK0727  Y           -  -4,720,785.011 (meters)                     COMP
 LK0727  Z           -   4,123,223.774 (meters)                     COMP
 LK0727  LAPLACE CORR-          -2.77  (seconds)                    DEFLEC99
 LK0727  ELLIP HEIGHT-        1367.73  (meters)          (12/03/02) GPS OBS
 LK0727  GEOID HEIGHT-         -19.37  (meters)                     GEOID03
 LK0727
 LK0727  HORZ ORDER  -  FIRST
 LK0727  ELLP ORDER  -  FOURTH    CLASS II
 LK0727
 LK0727.The horizontal coordinates were established by GPS observations
 LK0727.and adjusted by the National Geodetic Survey in July 1996..
 LK0727
 LK0727.The orthometric height was determined by GPS observations and a
 LK0727.high-resolution geoid model.
 LK0727
 LK0727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0727
 LK0727.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0727
 LK0727.The ellipsoidal height was determined by GPS observations
 LK0727.and is referenced to NAD 83.
 LK0727
 LK0727.The geoid height was determined by GEOID03.
 LK0727
 LK0727;                    North         East     Units Scale Factor Converg.
 LK0727;SPC CO N     -   438,730.712 1,078,624.513   MT  0.99996814   +1 15 08.4
 LK0727;SPC CO N     - 1,439,402.34  3,538,787.26   sFT  0.99996814   +1 15 08.4
 LK0727;UTM  13      - 4,486,845.288   621,825.109   MT  0.99978268   +0 56 04.6
 LK0727
 LK0727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0727!SPC CO N     -   0.99978549  x   0.99996814  =   0.99975364
 LK0727!UTM  13      -   0.99978549  x   0.99978268  =   0.99956822
 LK0727
 LK0727|---------------------------------------------------------------------|
 LK0727| PID    Reference Object                     Distance      Geod. Az  |
 LK0727|                                                           dddmmss.s |
 LK0727| CP7651 LOMOR AZ MK 2                                      02218     |
 LK0727| CP7650 LOMOR AZ MK                                        0912730.3 |
 LK0727| CP7652 LOMOR RM 1                           18.785 METERS 17751     |
 LK0727| LL1352 MOUNT MEEKER                                       2604058.8 |
 LK0727| LL1345 LONGS PEAK                                         2605752.6 |
 LK0727| CP7653 LOMOR RM 2                           23.838 METERS 27019     |
 LK0727|---------------------------------------------------------------------|
 LK0727
 LK0727                          SUPERSEDED SURVEY CONTROL
 LK0727
 LK0727  ELLIP H (10/08/96) 1367.76   (m)                       GP(       ) 1 1
 LK0727  ELLIP H (07/08/96) 1368.01   (m)                       GP(       ) 1 1
 LK0727  NAD 83(1992)-  40 31 24.22527(N)    103 33 42.43043(W) AD(       ) 1
 LK0727  NAD 83(1986)-  40 31 24.21677(N)    103 33 42.42901(W) AD(       ) 1
 LK0727  NAD 27      -  40 31 24.28410(N)    103 33 40.63270(W) AD(       ) 1
 LK0727
 LK0727.Superseded values are not recommended for survey control.
 LK0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0727.See file dsdata.txt to determine how the superseded data were derived.
 LK0727
 LK0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE2182586845(NAD 83)
 LK0727_MARKER: DS = TRIANGULATION STATION DISK
 LK0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0727_STAMPING: LOMOR 1934
 LK0727_MARK LOGO: CGS   
 LK0727_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LK0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0727+STABILITY: SURFACE MOTION
 LK0727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0727+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1997
 LK0727
 LK0727  HISTORY     - Date     Condition        Report By
 LK0727  HISTORY     - 1934     MONUMENTED       CGS
 LK0727  HISTORY     - 1949     GOOD             USGS
 LK0727  HISTORY     - 1974     SEE DESCRIPTION  USGS
 LK0727  HISTORY     - 1975     GOOD             NGS
 LK0727  HISTORY     - 19950628 GOOD             MSAM
 LK0727  HISTORY     - 19970508 GOOD             NGS
 LK0727
 LK0727                          STATION DESCRIPTION
 LK0727
 LK0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 LK0727'THE STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF STONEHAM
 LK0727'AND IS IN THE SW 1/4 SW 1/4 SEC. 32, T. 7 N., R. 55 W. AND IS
 LK0727'IN THE RIGHT-OF-WAY OF AN EAST-WEST COUNTRY ROAD WHICH FORMS
 LK0727'THE BOUNDARY BETWEEN MORGAN AND LOGAN COUNTIES.  THE STATION
 LK0727'MARK IS ADJACENT TO LAND OWNED BY D.R. WHEADON WHO LIVES ONE
 LK0727'MILE NORTH OF THE STATION.  IT IS 4 FEET SOUTH OF THE
 LK0727'RIGHT-OF-WAY FENCE ON THE NORTH SIDE OF THE ABOVE-MENTIONED ROAD,
 LK0727'80 FEET EAST OF A FENCE CORNER IN THE RIGHT-OF-WAY FENCE OF
 LK0727'A NORTH-SOUTH ROAD AND THE ABOVE-MENTIONED EAST-WEST ROAD.  MARK
 LK0727'PROJECTS 6 INCHES.
 LK0727'
 LK0727'TO REACH THE STATION FROM THE RAILROAD STATION IN STONEHAM GO
 LK0727'EAST ON GRADED ROAD ALONG SOUTH SIDE OF RAILROAD TRACKS FOR 0.5
 LK0727'MILE TO A GRADED ROAD ON THE RIGHT.  HERE TURN RIGHT (SOUTH)
 LK0727'AND GO 4.5 MILES TO A CROSSROAD.  HERE TURN LEFT AND GO EAST
 LK0727'5.0 MILES ON GRADED ROAD TO A CROSS ROAD.  (A POWER LINE FOLLOWS
 LK0727'THE ROUTE TRAVELED FROM STONEHAM).  HERE TURN RIGHT (SOUTH),
 LK0727'LEAVE GRADED EAST-WEST ROAD AND POWER LINE, AND GO 1.0 MILE
 LK0727'TO A CROSS ROAD.  HERE TURN LEFT AND GO EAST 30 YARDS TO TOP
 LK0727'OF SMALL RISE AND STATION.
 LK0727'
 LK0727'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LK0727'BRONZE DISKS SET.
 LK0727'
 LK0727'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION IN THE RIGHT-OF-WAY
 LK0727'FENCE ON THE SOUTH SIDE OF THE ABOVE-MENTIONED EAST-WEST
 LK0727'COUNTY-LINE ROAD AND PROJECTS 6 INCHES.
 LK0727'
 LK0727'REFERENCE MARK NO. 2 IS WEST OF THE STATION, IN THE SAME FENCE
 LK0727'AS THE ONE IN WHICH THE STATION IS LOCATED, 2 FEET EAST OF THE
 LK0727'ABOVE-MENTIONED FENCE CORNER AND PROJECTS 6 INCHES.
 LK0727'
 LK0727'AZIMUTH MARK IS EAST OF THE STATION, IN THE RIGHT-OF-WAY FENCE
 LK0727'ON THE SOUTH SIDE OF THE ABOVE-MENTIONED EAST-WEST COUNTY-LINE
 LK0727'ROAD, 85 FEET WEST OF A T-FENCE CORNER AND PROJECTS 8 INCHES.
 LK0727'
 LK0727'A 20-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 LK0727
 LK0727                          STATION RECOVERY (1949)
 LK0727
 LK0727'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 LK0727'RECOVERED IN GOOD CONDITION.
 LK0727
 LK0727                          STATION RECOVERY (1974)
 LK0727
 LK0727'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (WCN)
 LK0727'THE ROAD WHERE THE MARKS SHOULD BE HAS BEEN PLOWED AND IS PLANTED
 LK0727'IN WHEAT.  THERE IS NO EVIDENCE OF CONCRETE OR OTHER MATERIAL
 LK0727'IN THE AREA SEARCHED.  I BELIEVE THE UNDERGROUND MARK IS STILL
 LK0727'IN PLACE BUT THERE IS NO WAY TO RECOVER IT WITHOUT DIGGING
 LK0727'IN THE WHEAT FIELD.
 LK0727
 LK0727                          STATION RECOVERY (1975)
 LK0727
 LK0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LK0727'STATION MARK, REFERENCE MARKS 1 AND 2 WERE FOUND ARE IN GOOD
 LK0727'CONDITION.  THE AZIMUTH MARK WAS NOT FOUND BUT COULD STILL BE IN
 LK0727'ITS ORIGINAL POSITION.  THE GROUND AT MARK SITE IS NOW UNDER
 LK0727'CULTIVATION.
 LK0727'
 LK0727'THE COUNTY LINE ROAD AND RIGHT-OF-WAY FENCES AT STATION SITE ARE NO
 LK0727'LONGER VISIBLE AND THE GROUND IS NOW UNDER CULTIVATION.
 LK0727'
 LK0727'A SLIGHT DIFFERENCE WAS NOTED IN THE DISTANCE TO REFERENCE MARK
 LK0727'NUMBER 1.  MARK HAS BEEN HIT BUT IS STILL SOLID IN THE GROUND.
 LK0727'REFERENCE MARK NUMBER 2 DISTANCE CHECKED ADEQUATELY.
 LK0727'
 LK0727'A NEW AZIMUTH MARK WAS ESTABLISHED AT THIS TIME.
 LK0727'
 LK0727'STATION IS REACHED FROM THE POST OFFICE IN STONEHAM.  GO SOUTH ON
 LK0727'THE MAIN STREET FOR 0.1 MILE TO A RAILROAD TRACK.  CROSS THE TRACK,
 LK0727'TURN LEFT AND GO EAST AND SOUTH ON A GRAVELED ROAD FOR 4.75 MILES
 LK0727'TO A CROSSROAD (COUNTY ROAD 76).  TURN LEFT AND GO EAST ON COUNTY
 LK0727'ROAD 76 FOR 3.0 MILES TO JUNCTION WITH STATE HIGHWAY 71 (SURFACED
 LK0727'ROAD).  CONTINUE EAST ON COUNTY ROAD 76 FOR 2.0 MILES TO A
 LK0727'CROSSROAD.  (AZIMUTH MARK IS 0.45 MILE EAST OF THIS POINT ON
 LK0727'RIGHT, SOUTH SIDE OF ROAD).  TURN RIGHT AND GO SOUTH ON A
 LK0727'GRAVELED ROAD FOR 1.0 MILE TO TOP OF RISE AND STATION ON LEFT.
 LK0727'
 LK0727'STATION MARK DISK IS STAMPED LOMOR 1934, SET IN THE TOP OF A
 LK0727'SQUARE CONCRETE MONUMENT ABOUT 6 INCHES BELOW THE SURFACE OF
 LK0727'GROUND.  MARK IS 142.6 FEET OF A FENCECORNER POST THAT IS ON THE
 LK0727'WEST SIDE OF GRAVELED ROAD, 117 FEET EAST OF THE GRAVELED ROAD
 LK0727'AND 8 INCHES SOUTHWEST OF A METAL WITNESS POST WITH A METAL
 LK0727'SIGN ATTACHED.
 LK0727'
 LK0727'REFERENCE MARK NUMBER 1 DISK IS STAMPED LOMOR NO 1 1934, SET IN
 LK0727'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 1 INCH.  MARK IS
 LK0727'117 FEET EAST OF THE GRAVELED ROAD AND 8 INCHES NORTH OF A
 LK0727'METAL WITNESS POST.
 LK0727'
 LK0727'REFERENCE MARK NUMBER 2 DISK IS STAMPED LOMOR NO 2 1934, SET IN
 LK0727'THE TOP OF A SQUARE CONCRETE MONUMENT ABOUT 3 INCHES BELOW THE
 LK0727'GROUND.  MARK IS 64.4 FEET EAST OF THE FENCECORNER, 39 FEET
 LK0727'EAST OF THE GRAVELED ROAD AND 8 INCHES SOUTH OF A METAL WITNESS
 LK0727'POST.
 LK0727'
 LK0727'AZIMUTH MARK IS A REFERENCE MARK DISK, STAMPED LOMOR 1934 AZ 2
 LK0727'1975, SET IN THE TOP OF A ROUND CONCRETE MONUMENT 2 INCHES BELOW
 LK0727'THE SURFACE OF THE GROUND.  MARK IS 35 FEET SOUTH OF THE CENTER
 LK0727'OF COUNTY ROAD 76, 4.4 FEET SOUTHEAST OF A POWERLINE POLE WITH A
 LK0727'GUY LINE ON SOUTH SIDE, 1.6 FEET WEST OF A METAL WITNESS POST AND
 LK0727'1.2 FEET NORTH OF THE NORTH EDGE OF A CULTIVATED FIELD.  MARK IS
 LK0727'ON A EMBANKMENT IN A SMALL AREA NOT CULTIVATED DUE TO THE
 LK0727'POWERLINE POLE THERE.
 LK0727'
 LK0727'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SE OF
 LK0727'STONEHAM.
 LK0727
 LK0727                          STATION RECOVERY (1995)
 LK0727
 LK0727'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0727'THE STATION IS LOCATED ABOUT 4 MILES (6.4 KM) SOUTHWEST OF WILLARD, IN
 LK0727'THE SW 1/4 OF SECTION 32, T 7 N, R 55 W.  OWNERSHIP--MR.  DOUG PIEL
 LK0727'(970) 228-4426.  TO REACH THE STATION FROM THE INTERSECTION OF COUNTY
 LK0727'ROAD 11 AND COUNTY 18 IN WILLARD, GO 4.1 MILES (6.6 KM) WEST ON COUNTY
 LK0727'ROAD 18, TO CROSSROAD, GO 2.05 MILES (3.30 KM) SOUTH ON COUNTY ROAD 3
 LK0727'TO THE MARK ON THE LEFT (EAST) .  THE STATION IS A STANDARD DISK SET
 LK0727'IN A SQUARE CONCRETE POST RECESSED ABOUT 8 CM BELOW THE GROUND,
 LK0727'MAGNETS WERE PLACED IN THE GROUND AROUND THE CONCRETE POST, IT IS 0.6
 LK0727'M (2.0 FT) SOUTH OF A WITNESS POST, 0.55 M (1.80 FT) NORTH OF A
 LK0727'WITNESS POST, 5.3 M (17.4 FT) NORTH OF A TRACK ROAD (COUNTY LINE) ,
 LK0727'34.4 M (112.9 FT) EAST OF COUNTY ROAD 3 (DIRT ROAD) , 24.0 M (78.7 FT)
 LK0727'EAST OF A METAL WITNESS POST FOR RM 2 AND 19.0 M (62.3 FT) NORTH OF A
 LK0727'METAL WITNESS POST FOR RM 1.
 LK0727
 LK0727                          STATION RECOVERY (1997)
 LK0727
 LK0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 LK0727'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0425 ***********************************************************************
 JM0425  DESIGNATION -  LONE
 JM0425  PID         -  JM0425
 JM0425  STATE/COUNTY-  CO/MONTROSE
 JM0425  USGS QUAD   -  RED CANYON (1994)
 JM0425
 JM0425                         *CURRENT SURVEY CONTROL
 JM0425  ___________________________________________________________________
 JM0425* NAD 83(1992)-  38 28 47.64421(N)    108 51 44.35535(W)     ADJUSTED  
 JM0425* NAVD 88     -      1929.0    (meters)    6329.     (feet)  VERTCON   
 JM0425  ___________________________________________________________________
 JM0425  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 JM0425  GEOID HEIGHT-         -18.47  (meters)                     GEOID03
 JM0425
 JM0425  HORZ ORDER  -  THIRD
 JM0425
 JM0425.The horizontal coordinates were established by classical geodetic methods
 JM0425.and adjusted by the National Geodetic Survey in November 1997..
 JM0425
 JM0425.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0425
 JM0425.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0425
 JM0425.The geoid height was determined by GEOID03.
 JM0425
 JM0425;                    North         East     Units Scale Factor Converg.
 JM0425;SPC CO S     -   511,327.825   621,076.547   MT  1.00000883   -2 03 44.5
 JM0425;SPC CO S     - 1,677,581.37  2,037,648.64   sFT  1.00000883   -2 03 44.5
 JM0425;UTM  12      - 4,261,228.208   686,462.718   MT  1.00002819   +1 19 49.9
 JM0425
 JM0425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0425!SPC CO S     -   0.99970032  x   1.00000883  =   0.99970915
 JM0425!UTM  12      -   0.99970032  x   1.00002819  =   0.99972850
 JM0425
 JM0425                          SUPERSEDED SURVEY CONTROL
 JM0425
 JM0425  NAD 83(1992)-  38 28 47.63944(N)    108 51 44.35868(W) AD(       ) 3
 JM0425  NAD 83(1986)-  38 28 47.63731(N)    108 51 44.35248(W) AD(       ) 3
 JM0425  NAD 27      -  38 28 47.67969(N)    108 51 41.98082(W) AD(       ) 3
 JM0425  NGVD 29 (07/19/86) 1927.8    (m)         6325.     (f) VERT ANG       
 JM0425
 JM0425.Superseded values are not recommended for survey control.
 JM0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0425.See file dsdata.txt to determine how the superseded data were derived.
 JM0425
 JM0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH8646361228(NAD 83)
 JM0425_MARKER: DD = SURVEY DISK
 JM0425_SETTING: 66 = SET IN ROCK OUTCROP
 JM0425_SP_SET: SET IN ROCK OUTCROP
 JM0425_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0425+STABILITY: POSITION/ELEVATION WELL
 JM0425
 JM0425  HISTORY     - Date     Condition        Report By
 JM0425  HISTORY     - 1947     MONUMENTED       USGS
 JM0425
 JM0425                          STATION DESCRIPTION
 JM0425
 JM0425'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JM0425'STATION IS LOCATED ON THE WESTERN RIM OF BLUE MESA, IN THE SW. 1/4
 JM0425'SEC. 27, T 49 N, R 18 W.  IT IS A VERTICAL ANGLE BENCH MARK SET BY
 JM0425'THE GEOLOGICAL SURVEY IN 1914 WHEN THE PARADOX VALLEY QUADRANGLE
 JM0425'WAS MAPPED.
 JM0425'
 JM0425'TO REACH FROM BRIDGE OVER SAN MIGUEL RIVER AT URAVAN, COLORADO, FOLLOW
 JM0425'STATE HIGHWAY 141 NW. DOWN CANYON TOWARD GATEWAY FOR 10.2 MI. TO
 JM0425'JUNCTION WITH DIRT RD. LEADING OUT OF CANYON TO RIGHT UP STEEP GRADE,
 JM0425'FOLLOW DIRT RD. FOR 3.2 MI. TO FORK AT DRAIN CROSSING, KEEP LEFT FORK
 JM0425'FOR 6.8 MI. TO POINT WHERE LEFT RD. CLIMBS OUT OF CANYON, TAKE LEFT
 JM0425'FORK CLIMBING OUT OF CANYON FOR 2.8 MI. TO FORK, KEEP LEFT FORK,
 JM0425'WHICH LEADS ONTO TOP OF BLUE MESA, FOR 8.6 MI. TO POINT WHERE RD.
 JM0425'CROSSES TIMBERED RIDGE, AT THIS POINT LEAVE TRUCK AND START PACK
 JM0425'TOWARD W. AND TALL LONE PINE TREE, WHICH IS IN THE VICINITY OF THE
 JM0425'STATION.  TIME OF PACK - 30 MINUTES.
 JM0425'
 JM0425'STATION MARK--STANDARD TABLET, SET IN ROCK.
 JM0425'
 JM0425'REFERENCE MARKS--CHISELED ARROWS, IN OUTCROPPING BEDROCKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0490 ***********************************************************************
 HK0490  DESIGNATION -  LONE
 HK0490  PID         -  HK0490
 HK0490  STATE/COUNTY-  CO/HUERFANO
 HK0490  USGS QUAD   -  CAPPS SPRINGS (1970)
 HK0490
 HK0490                         *CURRENT SURVEY CONTROL
 HK0490  ___________________________________________________________________
 HK0490* NAD 83(1992)-  37 50 50.94121(N)    104 31 59.13059(W)     ADJUSTED  
 HK0490* NAVD 88     -      1832.5    (meters)    6012.     (feet)  VERTCON   
 HK0490  ___________________________________________________________________
 HK0490  LAPLACE CORR-          -5.87  (seconds)                    DEFLEC99
 HK0490  GEOID HEIGHT-         -18.81  (meters)                     GEOID03
 HK0490
 HK0490  HORZ ORDER  -  FIRST
 HK0490
 HK0490.The horizontal coordinates were established by classical geodetic methods
 HK0490.and adjusted by the National Geodetic Survey in January 1993..
 HK0490
 HK0490.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0490
 HK0490.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0490
 HK0490.The geoid height was determined by GEOID03.
 HK0490
 HK0490;                    North         East     Units Scale Factor Converg.
 HK0490;SPC CO S     -   436,292.767   999,497.172   MT  0.99994543   +0 35 35.1
 HK0490;SPC CO S     - 1,431,403.85  3,279,183.64   sFT  0.99994543   +0 35 35.1
 HK0490;UTM  13      - 4,188,995.932   541,078.156   MT  0.99962078   +0 17 11.3
 HK0490
 HK0490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0490!SPC CO S     -   0.99971548  x   0.99994543  =   0.99966093
 HK0490!UTM  13      -   0.99971548  x   0.99962078  =   0.99933637
 HK0490
 HK0490|---------------------------------------------------------------------|
 HK0490| PID    Reference Object                     Distance      Geod. Az  |
 HK0490|                                                           dddmmss.s |
 HK0490| CM8995 LONE RM 1                            14.540 METERS 02248     |
 HK0490| CM8994 LONE AZ MK                                         1284821.1 |
 HK0490| CM8996 LONE RM 2                            14.442 METERS 12947     |
 HK0490|---------------------------------------------------------------------|
 HK0490
 HK0490                          SUPERSEDED SURVEY CONTROL
 HK0490
 HK0490  NAD 83(1986)-  37 50 50.93123(N)    104 31 59.12541(W) AD(       ) 1
 HK0490  NAD 27      -  37 50 50.89600(N)    104 31 57.21000(W) AD(       ) 1
 HK0490  NGVD 29 (07/19/86) 1831.6    (m)         6009.     (f) VERT ANG       
 HK0490
 HK0490.Superseded values are not recommended for survey control.
 HK0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0490.See file dsdata.txt to determine how the superseded data were derived.
 HK0490
 HK0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB4107888996(NAD 83)
 HK0490_MARKER: DS = TRIANGULATION STATION DISK
 HK0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0490
 HK0490  HISTORY     - Date     Condition        Report By
 HK0490  HISTORY     - 1952     MONUMENTED       CGS
 HK0490
 HK0490                          STATION DESCRIPTION
 HK0490
 HK0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1952 (LGT)
 HK0490'THE STATION IS LOCATED 18 MILES NORTHEAST OF WALSENBURG, 6
 HK0490'MILES NORTHWEST OF NORTH RATTLESNAKE BUTTE AND 1-1/4 MILES
 HK0490'WEST-NORTHWEST OF AN OLD CABIN AND A WINDMILL, ON THE HIGHEST
 HK0490'POINT OF A SMALL, ROLLING, GRASS-COVERED RISE.  THERE ARE
 HK0490'A FEW SCATTERED TREES TO THE NORTH OF THE RISE.
 HK0490'
 HK0490'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY U.S. 50 AND
 HK0490'350 AND STATE 10 IN THE WEST EDGE OF LA JUNTA, GO WEST ON STATE
 HK0490'10 FOR 51.4 MILES TO A LARGE SIGN ON THE LEFT READING WALSENBURG
 HK0490'22 MI HUERFANO COUNTY.  CONTINUE WEST ON THE HIGHWAY FOR 4.3 MILES
 HK0490'TO A CROSSROADS JUST AFTER CROSSING A CATTLEGUARD.  TURN RIGHT,
 HK0490'NORTH, AND FOLLOW A GRADED ROAD FOR 4.2 MILES TO A T-ROAD.
 HK0490'TURN LEFT FOR ABOUT 200 FEET TO A FORK AND A GATE ON THE
 HK0490'RIGHT.  TURN RIGHT AND FOLLOW A TRACK ROAD NORTH FOR 0.5
 HK0490'MILE TO 2 GATES.  PASS THROUGH THE EAST GATE AND THEN FOLLOW
 HK0490'ALONG THE EAST SIDE OF A NORTH-SOUTH FENCE FOR 0.4 MILE TO A
 HK0490'JOG IN THE FENCE.  CONTINUE STRAIGHT AHEAD, NORTH, ON A
 HK0490'TRACK ROAD FOR 1.6 MILES TO A REVERSE Y-FORK.  TURN SHARP
 HK0490'LEFT AND GO WEST FOR 0.5 MILE TO A FENCE CORNER AND AN OLD
 HK0490'CABIN.  PASS THROUGH THE EAST-WEST FENCE AND THEN FOLLOW
 HK0490'ALONG THE SOUTH SIDE OF THE EAST-WEST FENCE FOR 1.0 MILE
 HK0490'TO A T-FENCE, A GATE AND THE AZIMUTH MARK ON THE RIGHT,
 HK0490'NORTH.  PASS THROUGH THE GATE AND GO NORTHWEST FOR 0.3 MILE
 HK0490'TO THE TOP OF A SMALL RISE AND THE STATION.  A DRIVE
 HK0490'STATION.
 HK0490'
 HK0490'THE STATION MARK, STAMPED LONE 1952, IS A STANDARD DISK SET
 HK0490'IN THE TOP OF A 12 IN X 12 IN SQUARE CONCRETE POST THAT PROJECTS
 HK0490'6 INCHES ABOVE THE GROUND.  IT IS ABOUT 200 FEET NORTH OF THE
 HK0490'REMAINS OF AN OLD EAST-WEST FENCE AND A TRACK ROAD AND 8.6
 HK0490'FEET NORTHWEST OF A WHITE WITNESS POST.
 HK0490'
 HK0490'REFERENCE MARK 1, STAMPED LONE NO 1 1952, IS A STANDARD DISK
 HK0490'SET IN THE TOP OF A 12 IN X 12 IN SQUARE CONCRETE POST THAT
 HK0490'PROJECTS 4 INCHES ABOVE THE GROUND.  IT IS ABOUT THE SAME
 HK0490'ELEVATION AS THE STATION MARK.
 HK0490'
 HK0490'REFERENCE MARK 2, STAMPED LONE NO 2 1952, IS A STANDARD DISK
 HK0490'SET IN THE TOP OF A 12 IN X 12 IN SQUARE CONCRETE POST THAT
 HK0490'PROJECTS 6 INCHES ABOVE THE GROUND.  IT IS ABOUT THE SAME
 HK0490'ELEVATION AS THE STATION MARK.
 HK0490'
 HK0490'THE AZIMUTH MARK, STAMPED LONE 1952, IS A STANDARD DISK SET
 HK0490'IN THE TOP OF A 12 IN X 12 IN SQUARE CONCRETE POST THAT PROJECTS
 HK0490'3 INCHES ABOVE THE GROUND.  IT IS 50 FEET NORTH OF A T-FENCE
 HK0490'INTERSECTION, 4 FEET NORTH OF A WHITE WITNESS POST AND 2
 HK0490'FEET WEST OF A NORTH-SOUTH FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0804 ***********************************************************************
 JJ0804  DESIGNATION -  LONE
 JJ0804  PID         -  JJ0804
 JJ0804  STATE/COUNTY-  CO/KIOWA
 JJ0804  USGS QUAD   -  SHERIDAN LAKE SW (1968)
 JJ0804
 JJ0804                         *CURRENT SURVEY CONTROL
 JJ0804  ___________________________________________________________________
 JJ0804* NAD 83(1992)-  38 17 16.35868(N)    102 27 33.58680(W)     ADJUSTED  
 JJ0804* NAVD 88     -      1170.0    (meters)    3839.     (feet)  VERTCON   
 JJ0804  ___________________________________________________________________
 JJ0804  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 JJ0804  GEOID HEIGHT-         -23.22  (meters)                     GEOID03
 JJ0804
 JJ0804  HORZ ORDER  -  THIRD
 JJ0804
 JJ0804.The horizontal coordinates were established by classical geodetic methods
 JJ0804.and adjusted by the National Geodetic Survey in January 1993..
 JJ0804
 JJ0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0804
 JJ0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0804
 JJ0804.The geoid height was determined by GEOID03.
 JJ0804
 JJ0804;                    North         East     Units Scale Factor Converg.
 JJ0804;SPC CO S     -   489,062.184 1,180,370.818   MT  0.99997669   +1 51 54.3
 JJ0804;SPC CO S     - 1,604,531.52  3,872,599.93   sFT  0.99997669   +1 51 54.3
 JJ0804;UTM  13      - 4,240,810.146   722,206.332   MT  1.00020813   +1 34 29.6
 JJ0804
 JJ0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0804!SPC CO S     -   0.99982009  x   0.99997669  =   0.99979678
 JJ0804!UTM  13      -   0.99982009  x   1.00020813  =   1.00002818
 JJ0804
 JJ0804|---------------------------------------------------------------------|
 JJ0804| PID    Reference Object                     Distance      Geod. Az  |
 JJ0804|                                                           dddmmss.s |
 JJ0804| CM8998 LONE RM 1                           138.535 METERS 00005     |
 JJ0804| CM8999 LONE RM 2                            66.660 METERS 09041     |
 JJ0804| CM8997 LONE AZ MK                                         2203206.3 |
 JJ0804|---------------------------------------------------------------------|
 JJ0804
 JJ0804                          SUPERSEDED SURVEY CONTROL
 JJ0804
 JJ0804  NAD 83(1986)-  38 17 16.35536(N)    102 27 33.58246(W) AD(       ) 3
 JJ0804  NAD 27      -  38 17 16.33509(N)    102 27 31.89550(W) AD(       ) 3
 JJ0804  NGVD 29 (07/19/86) 1169.5    (m)         3837.     (f) VERT ANG       
 JJ0804
 JJ0804.Superseded values are not recommended for survey control.
 JJ0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0804.See file dsdata.txt to determine how the superseded data were derived.
 JJ0804
 JJ0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC2220640810(NAD 83)
 JJ0804_MARKER: DB = BENCH MARK DISK
 JJ0804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0804
 JJ0804  HISTORY     - Date     Condition        Report By
 JJ0804  HISTORY     - 1950     MONUMENTED       USGS
 JJ0804  HISTORY     - 1954     GOOD             USGS
 JJ0804  HISTORY     - 1954     GOOD             CGS
 JJ0804  HISTORY     - 1968     GOOD             USGS
 JJ0804
 JJ0804                          STATION DESCRIPTION
 JJ0804
 JJ0804'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (WRH)
 JJ0804'THE STATION IS LOCATED IN PASTURE LAND ON THE HIGHEST POINT
 JJ0804'OF A LOW ROLLING HILL.  IT IS ABOUT 14 MILES AIRLINE NORTHWEST
 JJ0804'OF BRISTOL, 15 MILES AIRLINE SOUTHWEST OF SHERIDAN LAKE, AND
 JJ0804'16 MILES AIRLINE NORTHEAST OF LAMAR.
 JJ0804'
 JJ0804'TO REACH FROM THE RAILROAD STATION IN BRANDON, GO WEST ON
 JJ0804'STATE HIGHWAY 96 50 YARDS TO A SIDE ROAD LEFT.  GO SOUTH ON THE
 JJ0804'SIDE ROAD 0.2 MILE.  TURN RIGHT AND GO WEST 0.3 MILE TO A
 JJ0804'T-ROAD.  TURN LEFT AND GO SOUTH 3.3 MILES TO A T-ROAD JUST
 JJ0804'AFTER CROSSING A CATTLE GUARD.  TURN RIGHT AND GO WEST 0.5
 JJ0804'MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO SOUTH 1.0 MILE.
 JJ0804'TURN RIGHT AND GO WEST 1.0 MILE.  TURN LEFT AND GO SOUTH 6.4
 JJ0804'MILES TO A CATTLE GUARD.  CROSS THE CATTLE GUARD, TURN LEFT
 JJ0804'AND GO EAST ALONG THE SOUTH SIDE OF A FENCE LINE 0.6 MILE TO TOP
 JJ0804'OF HILL AND REFERENCE MARK NUMBER ONE, 80 YARDS WEST
 JJ0804'OF A FENCE CORNER.  TURN RIGHT AND GO SOUTH 455 FEET TO THE
 JJ0804'STATION.
 JJ0804'
 JJ0804'THE STATION MARK IS A STANDARD USGS BENCH MARK DISK STAMPED
 JJ0804'LONE 1950, SET IN THE TOP OF AN 8-INCH-SQUARE CONCRETE MONUMENT
 JJ0804'THAT PROJECTS 4 INCHES.  IT IS 220.7 FEET WEST OF A FENCE
 JJ0804'LINE AND 8 FEET NORTH-NORTHWEST OF A WITNESS POST.
 JJ0804'
 JJ0804'REFERENCE MARK NUMBER ONE IS A STANDARD USGS REFERENCE MARK
 JJ0804'DISK STAMPED LONE NO 1 1950, SET IN THE TOP OF A 6-INCH-SQUARE
 JJ0804'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 80
 JJ0804'YARDS WEST OF A FENCE CORNER AND 6 INCHES SOUTH OF A FENCE
 JJ0804'LINE.
 JJ0804'
 JJ0804'REFERENCE MARK NUMBER TWO IS A STANDARD USGS REFERENCE MARK DISK
 JJ0804'STAMPED LONE NO 2 1950, SET IN THE TOP OF A 7-INCH-SQUARE
 JJ0804'CONCRETE MONUMENT THAT PROJECTS 6 INCHES.  IT IS 155 YARDS SOUTH
 JJ0804'OF A FENCE CORNER AND 2 FEET WEST OF A FENCE LINE.
 JJ0804'
 JJ0804'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LONE USGS 1954, SET
 JJ0804'IN THE TOP OF A 10-INCH-SQUARE CONCRETE MONUMENT THAT IS FLUSH
 JJ0804'WITH THE GROUND.  IT IS 42 FEET WEST OF THE CENTER LINE OF A
 JJ0804'DIRT ROAD, 1 FOOT EAST OF A FENCE LINE, 6 INCHES EAST OF A
 JJ0804'1 X 4-INCH STAKE, AND 0.2 MILE NORTH OF AN ABANDONED FARMHOUSE.
 JJ0804'TO REACH FROM THE STATION, GO SOUTHWEST, CROSS COUNTRY, 0.9
 JJ0804'MILE TO A DIRT ROAD AND THE AZIMUTH MARK 0.2 MILE NORTH OF THE
 JJ0804'ABANDONED FARMHOUSE.
 JJ0804
 JJ0804                          STATION RECOVERY (1954)
 JJ0804
 JJ0804'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 JJ0804'STATION RECOVERED AS DESCRIBED.
 JJ0804
 JJ0804                          STATION RECOVERY (1968)
 JJ0804
 JJ0804'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 JJ0804'STATION MARK--USGS TABLET SET IN TOP OF 8 IN. SQUARE CONCRETE MONUMENT
 JJ0804'THAT PROJECTS 4 IN., STAMPED ---LONE 1950---.
 JJ0804'
 JJ0804'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0489 ***********************************************************************
 HM0489  DESIGNATION -  LONE CONE
 HM0489  PID         -  HM0489
 HM0489  STATE/COUNTY-  CO/SAN MIGUEL
 HM0489  USGS QUAD   -  LONE CONE (1976)
 HM0489
 HM0489                         *CURRENT SURVEY CONTROL
 HM0489  ___________________________________________________________________
 HM0489* NAD 83(1992)-  37 53 16.77607(N)    108 15 20.19846(W)     ADJUSTED  
 HM0489* NAVD 88     -      3846.1    (meters)   12618.     (feet)  VERTCON   
 HM0489  ___________________________________________________________________
 HM0489  LAPLACE CORR-           8.59  (seconds)                    DEFLEC99
 HM0489  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 HM0489
 HM0489  HORZ ORDER  -  FIRST
 HM0489
 HM0489.The horizontal coordinates were established by classical geodetic methods
 HM0489.and adjusted by the National Geodetic Survey in January 1993..
 HM0489
 HM0489.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0489
 HM0489.The Laplace correction was computed from DEFLEC99 derived deflections.
 HM0489
 HM0489.The geoid height was determined by GEOID03.
 HM0489
 HM0489;                    North         East     Units Scale Factor Converg.
 HM0489;SPC CO S     -   443,923.385   672,050.388   MT  0.99994584   -1 41 24.8
 HM0489;SPC CO S     - 1,456,438.64  2,204,885.31   sFT  0.99994584   -1 41 24.8
 HM0489;UTM  12      - 4,196,938.858   741,338.953   MT  1.00031743   +1 41 10.3
 HM0489
 HM0489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0489!SPC CO S     -   0.99939957  x   0.99994584  =   0.99934544
 HM0489!UTM  12      -   0.99939957  x   1.00031743  =   0.99971681
 HM0489
 HM0489|---------------------------------------------------------------------|
 HM0489| PID    Reference Object                     Distance      Geod. Az  |
 HM0489|                                                           dddmmss.s |
 HM0489| CM7577 LONE CONE RM 3                        5.639 METERS 00434     |
 HM0489| JM0388 HANKS                               APPROX.44.7 KM 0165753.4 |
 HM0489| CM7575 LONE CONE RM 1                       10.907 METERS 07611     |
 HM0489| HM0492 LONE CONE CAIRN 1                    10.200 METERS 10424     |
 HM0489| HM0491 LONE CONE CAIRN 2                    15.580 METERS 10724     |
 HM0489| CM7578 LONE CONE RM 4                        4.783 METERS 11357     |
 HM0489| CM7574 LONE CONE AZ MK                                    2461445.0 |
 HM0489| CM7576 LONE CONE RM 2                       10.295 METERS 33209     |
 HM0489|---------------------------------------------------------------------|
 HM0489
 HM0489                          SUPERSEDED SURVEY CONTROL
 HM0489
 HM0489  NAD 83(1986)-  37 53 16.76855(N)    108 15 20.19125(W) AD(       ) 1
 HM0489  NAD 27      -  37 53 16.79500(N)    108 15 17.90200(W) AD(       ) 1
 HM0489  NGVD 29 (07/19/86) 3844.4    (m)        12613.     (f) VERT ANG       
 HM0489
 HM0489.Superseded values are not recommended for survey control.
 HM0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0489.See file dsdata.txt to determine how the superseded data were derived.
 HM0489
 HM0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG4133996939(NAD 83)
 HM0489_MARKER: DS = TRIANGULATION STATION DISK
 HM0489_SETTING: 80 = SET IN A BOULDER
 HM0489_SP_SET: SET IN DRILL HOLE IN A BOULDER
 HM0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0489+STABILITY: SURFACE MOTION
 HM0489
 HM0489  HISTORY     - Date     Condition        Report By
 HM0489  HISTORY     - 1934     MONUMENTED       CGS
 HM0489  HISTORY     - 1937     GOOD             CGS
 HM0489  HISTORY     - 1958     GOOD             CGS
 HM0489  HISTORY     - 1964     GOOD             USGS
 HM0489
 HM0489                          STATION DESCRIPTION
 HM0489
 HM0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 HM0489'ABOUT 31 MILES NNE OF DOLORES, ABOUT 20 MILES S OF NORWOOD,
 HM0489'ABOUT 14 MILES SW OF PLACERVILLE, ABOUT 2-1/2 MILES N OF
 HM0489'DISAPPOINTMENT CREEK, IN MONTEZUMA NATIONAL FOREST, IN SEC.
 HM0489'24, T 42 N, R 13 W, AND ON SUMMIT OF LONE CONE MOUNTAIN WHICH
 HM0489'IS HIGHEST IN VICINITY.  TO REACH FROM PLACERVILLE, GO W 15.7
 HM0489'MILES TOWARD NORWOOD TO ROAD TO S, TURN LEFT AND FOLLOW THIS
 HM0489'ROAD 15.8 MILES TO POINT WHERE IT CURVES TO RIGHT, CROSSES
 HM0489'BRIDGE, AND GOES UP HILL.  AT THIS POINT KEEP STRAIGHT AHEAD,
 HM0489'GOING LEFT ON E SIDE OF STREAM, AND FOLLOW FARM ROAD IN TO
 HM0489'COCKRUM RANCH.  FROM HERE MOUNTAIN IS IN PLAIN VIEW TO SE.
 HM0489'SLOPES OF MOUNTAIN UP TO TIMBER LINE ARE HEAVILY COVERED
 HM0489'WITH TREES, BRUSH, AND DOWN TIMBER.  IT IS ABOUT A 3-1/2
 HM0489'HOUR RIDE WITH PACK HORSES TO TIMBER LINE AND ABOUT 1 HOUR
 HM0489'AND 50 MINUTES PACK TO TOP.  LAST PART OF CLIMB IS VERY STEEP
 HM0489'AND DANGEROUS.  MARKED BY STANDARD STATION DISK IN DRILL HOLE
 HM0489'IN BOULDER.
 HM0489'
 HM0489'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN DRILL HOLES IN
 HM0489'BOULDERS.
 HM0489'
 HM0489'NO. 1 IS 11.120 METERS (36.48 FEET) FROM STATION N 36 DEG 11 MIN E.
 HM0489'NO. 2 IS 10.745 METERS (35.25 FEET) FROM STATION N 24 DEG 52 MIN W.
 HM0489
 HM0489                          STATION RECOVERY (1937)
 HM0489
 HM0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 HM0489'STATION RECOVERED ABOUT 31 MILES NNE OF DOLORES, 20 MILES S OF
 HM0489'NORWOOD, 14 MILES SW OF PLACERVILLE, AND ABOUT 2.5 MILES N OF
 HM0489'DISAPPOINTMENT CREEK, ON THE HIGHEST POINT OF LONE CONE MOUNTAIN
 HM0489'IN THE MONTEZUMA NATIONAL FOREST.
 HM0489'
 HM0489'THE STATION, REFERENCE MARK NO. 1, AND REFERENCE MARK NO. 2,
 HM0489'WERE RECOVERED.  THE REFERENCE MARKS MAY BE SUBJECT TO SOME
 HM0489'MOVEMENT, BEING IN SLOPING SLIDE-ROCK, BUT THE STATION APPEARS
 HM0489'STABLE.
 HM0489'
 HM0489'AN AZIMUTH MARK, A STANDARD DISK WEDGED IN A DRILL HOLE IN A
 HM0489'BOULDER, WAS NEWLY ESTABLISHED, WSW OF THE STATION ABOUT 0.5 MILE
 HM0489'AIR LINE, ON A SHOULDER OF THE MAIN SLIDE-ROCK PEAK, AND ABOUT
 HM0489'300 FEET ABOVE TIMBER LINE.  IT IS ON THE E SLOPE OF THE
 HM0489'SLIDE-ROCK SHOULDER, ABOUT 50 YARDS FROM THE TOP.  A SMALL ROCK
 HM0489'CAIRN WAS PLACED OVER THE MARK.
 HM0489'
 HM0489'TO REACH FROM NORWOOD GO E ON STATE HIGHWAY 145 ABOUT
 HM0489'3 MILES TO THE JUNCTION STATE HIGHWAY 147.  TURN RIGHT AND GO
 HM0489'S ON HIGHWAY 147 FOR ABOUT 22 MILES TO THE FIRST CATTLE GUARD
 HM0489'ACROSS THE ROAD.  CONTINUE 0.1 MILE TO A GATE ON THE LEFT.
 HM0489'TURN LEFT THRU THE GATE AND FOLLOW RANCH ROAD ABOUT 0.25 MILE
 HM0489'TO THE FITZ RANCH, WHERE HORSES AND A GUIDE MAY BE OBTAINED.
 HM0489'FROM HERE THE STATION LIES ENE 2 HOURS RIDE WITH HORSES TO THE
 HM0489'TIMBER LINE AND ONE HOUR AND FORTY-FIVE MINUTES BACK-PACK
 HM0489'TO THE PEAK.
 HM0489
 HM0489                          STATION RECOVERY (1958)
 HM0489
 HM0489'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 HM0489'STATION WAS RECOVERED AND THE STATION MARK WAS FOUND IN GOOD
 HM0489'CONDITION.  REFERENCE MARK 1 AND 2 AND THE AZIMUTH MARK WERE
 HM0489'SEARCHED FOR BUT COULD NOT BE FOUND.  REFERENCE MARKS 3 AND 4
 HM0489'WERE ESTABLISHED.
 HM0489'
 HM0489'FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 HM0489'
 HM0489'STATION IS LOCATED ON THE NORTHWEST EDGE OF LONE CONE PEAK,
 HM0489'WHICH IS A LONE, CONE SHAPED PEAK,
 HM0489'WHICH IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY, ABOUT
 HM0489'18 MILES SOUTH OF NORWOOD AND 15 MILES SOUTHWEST OF PLACERVILLE.
 HM0489'
 HM0489'REACHED FROM THE NORWOOD POST OFFICE BY GOING EAST ON STATE
 HM0489'HIGHWAY 62 FOR 1.5 MILES TO CROSSROADS, TURN RIGHT, SOUTH, AND
 HM0489'FOLLOW GRADED ROAD FOR 15.35 MILES TO A POINT WHERE ROAD CURVES
 HM0489'LEFT AND SIGN ON THE RIGHT REDD RANCHES SUMMER CAMP, CONTINUE
 HM0489'ON THE MAIN GRADED ROAD FOR 1.3 MILES TO A BOARD GATE ON THE
 HM0489'LEFT, TURN LEFT THROUGH GATE AND FOLLOW FOREST ROAD FOR 3.65
 HM0489'MILES TO A BOARD GATE, PASS THROUGH GATE AND CONTINUE ON FOREST
 HM0489'ROAD FOR ABOUT 50 YARDS TO FORKS, TAKE LEFT FORK FOR 0.45 MILE
 HM0489'TO FORKS TAKE RIGHT FORK FOR 1.05 MILES TO THREE FORKS, TAKE
 HM0489'MIDDLE ROAD FOR 0.7 MILE TO T-INTERSECTION, TURN LEFT AND
 HM0489'FOLLOW MAIN ROAD FOR 0.8 MILE TO A SIDE ROAD RIGHT, TURN SHARP
 HM0489'RIGHT AND FOLLOW WINDING ROAD FOR 0.05 MILE TO FORKS, TAKE
 HM0489'RIGHT FORK FOR 0.3 MILE TO FORKS, TAKE LEFT FORK FOR 0.15
 HM0489'MILE TO END OF TRUCK TRAVEL.  FROM HERE PACK EASTERLY UP
 HM0489'DRAW, THEN UPHILL TO TOP OF PEAK AND STATION.
 HM0489'
 HM0489'STATION MARK IS A STANDARD DISK, STAMPED LONE CONE 1934, CEMENTED
 HM0489'IN A DRILL HOLE IN A 2 X 4 FOOT BOULDER PROJECTING 6 INCHES.
 HM0489'
 HM0489'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED LONE CONE NO 3
 HM0489'1958, CEMENTED IN A DRILL HOLE IN A 1 X 3 FOOT BOULDER PROJECTING
 HM0489'4 INCHES.
 HM0489'
 HM0489'REFERENCE MARK 4 IS A STANDARD DISK, STAMPED LONE CONE NO 4
 HM0489'1958, CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING 6 INCHES.
 HM0489
 HM0489                          STATION RECOVERY (1964)
 HM0489
 HM0489'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 HM0489'DESCRIPTION AND POSITION LISTED IN NGS QUAD 37108-1, STATION 1003.
 HM0489'
 HM0489'RECOVERED BY USGS IN 1952 AND 1964.
 HM0489'
 HM0489'STATION MARK--STANDARD USC AND GS DISK STAMPED---LONE CONE 1934---,
 HM0489'SET IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0490 ***********************************************************************
 HM0490  DESIGNATION -  LONE CONE
 HM0490  PID         -  HM0490
 HM0490  STATE/COUNTY-  CO/SAN MIGUEL
 HM0490  USGS QUAD   -  LONE CONE (1976)
 HM0490
 HM0490                         *CURRENT SURVEY CONTROL
 HM0490  ___________________________________________________________________
 HM0490* NAD 83(1992)-  37 53 16.46983(N)    108 15 19.72526(W)     ADJUSTED  
 HM0490* NAVD 88     -                                                        
 HM0490  ___________________________________________________________________
 HM0490  LAPLACE CORR-           8.57  (seconds)                    DEFLEC99
 HM0490  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 HM0490
 HM0490  HORZ ORDER  -  THIRD
 HM0490
 HM0490.The horizontal coordinates were established by classical geodetic methods
 HM0490.and adjusted by the National Geodetic Survey in January 1993..
 HM0490
 HM0490
 HM0490.The Laplace correction was computed from DEFLEC99 derived deflections.
 HM0490
 HM0490.The geoid height was determined by GEOID03.
 HM0490
 HM0490;                    North         East     Units Scale Factor Converg.
 HM0490;SPC CO S     -   443,913.606   672,061.667   MT  0.99994584   -1 41 24.5
 HM0490;SPC CO S     - 1,456,406.56  2,204,922.32   sFT  0.99994584   -1 41 24.5
 HM0490;UTM  12      - 4,196,929.758   741,350.792   MT  1.00031750   +1 41 10.6
 HM0490
 HM0490                          SUPERSEDED SURVEY CONTROL
 HM0490
 HM0490  NAD 83(1986)-  37 53 16.45805(N)    108 15 19.73228(W) AD(       ) 4
 HM0490  NAD 27      -  37 53 16.53000(N)    108 15 17.37000(W) AD(       ) 3
 HM0490
 HM0490.Superseded values are not recommended for survey control.
 HM0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0490.See file dsdata.txt to determine how the superseded data were derived.
 HM0490
 HM0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG4135196930(NAD 83)
 HM0490_MARKER: 03 = MOUNTAIN PEAK
 HM0490_SETTING: 66 = SET IN ROCK OUTCROP
 HM0490_SP_SET: PARTIALLY EXPOSED BEDROCK
 HM0490
 HM0490  HISTORY     - Date     Condition        Report By
 HM0490  HISTORY     - 1893     FIRST OBSERVED   CGS
 HM0490  HISTORY     - 1964     GOOD             USGS
 HM0490
 HM0490                          STATION DESCRIPTION
 HM0490
 HM0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1893
 HM0490'ABOUT 31 MILES NNE OF DOLORES, ABOUT 20 MILES S OF NORWOOD,
 HM0490'ABOUT 14 MILES SW OF PLACERVILLE, ABOUT 2-1/2 MILES N OF
 HM0490'DISAPPOINTMENT CREEK, IN MONTEZUMA NATIONAL FOREST, IN SEC.
 HM0490'24, T 42 N, R 13 W, AND ON SUMMIT OF LONE CONE MOUNTAIN WHICH
 HM0490'IS HIGHEST IN VICINITY.
 HM0490'SEE STATION LONE CONE
 HM0490
 HM0490                          STATION RECOVERY (1964)
 HM0490
 HM0490'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964 (JFB)
 HM0490'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---LONE CONE 1934---,
 HM0490'SET IN BEDROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0492 ***********************************************************************
 HM0492  DESIGNATION -  LONE CONE CAIRN 1
 HM0492  PID         -  HM0492
 HM0492  STATE/COUNTY-  CO/SAN MIGUEL
 HM0492  USGS QUAD   -  LONE CONE (1976)
 HM0492
 HM0492                         *CURRENT SURVEY CONTROL
 HM0492  ___________________________________________________________________
 HM0492* NAD 83(1992)-  37 53 16.69384(N)    108 15 19.79412(W)     ADJUSTED  
 HM0492* NAVD 88     -      3846.     (meters)   12618.     (feet)  SCALED    
 HM0492  ___________________________________________________________________
 HM0492  LAPLACE CORR-           8.57  (seconds)                    DEFLEC99
 HM0492  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 HM0492
 HM0492  HORZ ORDER  -  SECOND
 HM0492
 HM0492.The horizontal coordinates were established by classical geodetic methods
 HM0492.and adjusted by the National Geodetic Survey in January 1993..
 HM0492
 HM0492.The orthometric height was scaled from a topographic map.
 HM0492
 HM0492.The Laplace correction was computed from DEFLEC99 derived deflections.
 HM0492
 HM0492.The geoid height was determined by GEOID03.
 HM0492
 HM0492;                    North         East     Units Scale Factor Converg.
 HM0492;SPC CO S     -   443,920.559   672,060.189   MT  0.99994584   -1 41 24.6
 HM0492;SPC CO S     - 1,456,429.37  2,204,917.47   sFT  0.99994584   -1 41 24.6
 HM0492;UTM  12      - 4,196,936.614   741,348.907   MT  1.00031749   +1 41 10.6
 HM0492
 HM0492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0492!SPC CO S     -   0.99939963  x   0.99994584  =   0.99934550
 HM0492!UTM  12      -   0.99939963  x   1.00031749  =   0.99971693
 HM0492
 HM0492                          SUPERSEDED SURVEY CONTROL
 HM0492
 HM0492  NAD 83(1986)-  37 53 16.68632(N)    108 15 19.78691(W) AD(       ) 2
 HM0492  NAD 27      -  37 53 16.71000(N)    108 15 17.50000(W) AD(       ) 2
 HM0492
 HM0492.Superseded values are not recommended for survey control.
 HM0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0492.See file dsdata.txt to determine how the superseded data were derived.
 HM0492
 HM0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG4134996937(NAD 83)
 HM0492_MARKER: 72 = CAIRN
 HM0492
 HM0492  HISTORY     - Date     Condition        Report By
 HM0492  HISTORY     - 1937     FIRST OBSERVED   CGS
 HM0492
 HM0492                          STATION DESCRIPTION
 HM0492
 HM0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 HM0492'ABOUT 31 MILES NNE OF DOLORES, ABOUT 20 MILES S OF NORWOOD,
 HM0492'ABOUT 14 MILES SW OF PLACERVILLE, ABOUT 2-1/2 MILES N OF
 HM0492'DISAPPOINTMENT CREEK, IN MONTEZUMA NATIONAL FOREST, IN SEC.
 HM0492'24, T 42 N, R 13 W, AND ON SUMMIT OF LONE CONE MOUNTAIN WHICH
 HM0492'IS HIGHEST IN VICINITY.
 HM0492'SEE STATION LONE CONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0491 ***********************************************************************
 HM0491  DESIGNATION -  LONE CONE CAIRN 2
 HM0491  PID         -  HM0491
 HM0491  STATE/COUNTY-  CO/SAN MIGUEL
 HM0491  USGS QUAD   -  LONE CONE (1976)
 HM0491
 HM0491                         *CURRENT SURVEY CONTROL
 HM0491  ___________________________________________________________________
 HM0491* NAD 83(1992)-  37 53 16.62500(N)    108 15 19.59001(W)     ADJUSTED  
 HM0491* NAVD 88     -      3846.     (meters)   12618.     (feet)  SCALED    
 HM0491  ___________________________________________________________________
 HM0491  LAPLACE CORR-           8.56  (seconds)                    DEFLEC99
 HM0491  GEOID HEIGHT-         -17.36  (meters)                     GEOID03
 HM0491
 HM0491  HORZ ORDER  -  SECOND
 HM0491
 HM0491.The horizontal coordinates were established by classical geodetic methods
 HM0491.and adjusted by the National Geodetic Survey in January 1993..
 HM0491
 HM0491.The orthometric height was scaled from a topographic map.
 HM0491
 HM0491.The Laplace correction was computed from DEFLEC99 derived deflections.
 HM0491
 HM0491.The geoid height was determined by GEOID03.
 HM0491
 HM0491;                    North         East     Units Scale Factor Converg.
 HM0491;SPC CO S     -   443,918.291   672,065.111   MT  0.99994584   -1 41 24.5
 HM0491;SPC CO S     - 1,456,421.93  2,204,933.62   sFT  0.99994584   -1 41 24.5
 HM0491;UTM  12      - 4,196,934.639   741,353.956   MT  1.00031752   +1 41 10.7
 HM0491
 HM0491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0491!SPC CO S     -   0.99939963  x   0.99994584  =   0.99934550
 HM0491!UTM  12      -   0.99939963  x   1.00031752  =   0.99971696
 HM0491
 HM0491                          SUPERSEDED SURVEY CONTROL
 HM0491
 HM0491  NAD 83(1986)-  37 53 16.61747(N)    108 15 19.58280(W) AD(       ) 2
 HM0491  NAD 27      -  37 53 16.64000(N)    108 15 17.29000(W) AD(       ) 2
 HM0491
 HM0491.Superseded values are not recommended for survey control.
 HM0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0491.See file dsdata.txt to determine how the superseded data were derived.
 HM0491
 HM0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG4135496935(NAD 83)
 HM0491_MARKER: 72 = CAIRN
 HM0491
 HM0491  HISTORY     - Date     Condition        Report By
 HM0491  HISTORY     - 1937     FIRST OBSERVED   CGS
 HM0491
 HM0491                          STATION DESCRIPTION
 HM0491
 HM0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1937
 HM0491'ABOUT 31 MILES NNE OF DOLORES, ABOUT 20 MILES S OF NORWOOD,
 HM0491'ABOUT 14 MILES SW OF PLACERVILLE, ABOUT 2-1/2 MILES N OF
 HM0491'DISAPPOINTMENT CREEK, IN MONTEZUMA NATIONAL FOREST, IN SEC.
 HM0491'24, T 42 N, R 13 W, AND ON SUMMIT OF LONE CONE MOUNTAIN WHICH
 HM0491'IS HIGHEST IN VICINITY.
 HM0491'SEE STATION LONE CONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0773 ***********************************************************************
 KL0773  DESIGNATION -  LONE PEAK
 KL0773  PID         -  KL0773
 KL0773  STATE/COUNTY-  CO/EAGLE
 KL0773  USGS QUAD   -  SHEEPHORN MOUNTAIN (1987)
 KL0773
 KL0773                         *CURRENT SURVEY CONTROL
 KL0773  ___________________________________________________________________
 KL0773* NAD 83(1992)-  39 52 42.92279(N)    106 25 57.67881(W)     ADJUSTED  
 KL0773* NAVD 88     -      3381.3    (meters)   11093.     (feet)  VERTCON   
 KL0773  ___________________________________________________________________
 KL0773  LAPLACE CORR-           4.57  (seconds)                    DEFLEC99
 KL0773  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 KL0773
 KL0773  HORZ ORDER  -  THIRD
 KL0773
 KL0773.The horizontal coordinates were established by classical geodetic methods
 KL0773.and adjusted by the National Geodetic Survey in January 1993..
 KL0773
 KL0773.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0773
 KL0773.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0773
 KL0773.The geoid height was determined by GEOID03.
 KL0773
 KL0773;                    North         East     Units Scale Factor Converg.
 KL0773;SPC CO C     -   532,259.218   834,614.248   MT  1.00002797   -0 35 17.7
 KL0773;SPC CO C     - 1,746,253.78  2,738,230.25   sFT  1.00002797   -0 35 17.7
 KL0773;UTM  13      - 4,415,264.195   377,487.523   MT  0.99978478   -0 55 07.3
 KL0773
 KL0773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0773!SPC CO C     -   0.99947181  x   1.00002797  =   0.99949977
 KL0773!UTM  13      -   0.99947181  x   0.99978478  =   0.99925671
 KL0773
 KL0773                          SUPERSEDED SURVEY CONTROL
 KL0773
 KL0773  NAD 83(1986)-  39 52 42.91765(N)    106 25 57.66179(W) AD(       ) 3
 KL0773  NGVD 29 (10/17/91) 3379.8    (m)        11089.     (f) VERT ANG       
 KL0773
 KL0773.Superseded values are not recommended for survey control.
 KL0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0773.See file dsdata.txt to determine how the superseded data were derived.
 KL0773
 KL0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCE7748815264(NAD 83)
 KL0773_MARKER: DD = SURVEY DISK
 KL0773_SETTING: 66 = SET IN ROCK OUTCROP
 KL0773_SP_SET: SET IN ROCK OUTCROP
 KL0773_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0773+STABILITY: POSITION/ELEVATION WELL
 KL0773
 KL0773  HISTORY     - Date     Condition        Report By
 KL0773  HISTORY     - 1914     MONUMENTED       USGS
 KL0773  HISTORY     - 1970     GOOD             USGS
 KL0773
 KL0773                          STATION DESCRIPTION
 KL0773
 KL0773'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KL0773'TO REACH THE STATION FROM THE JUNCTION OF COLORADO NO. 9 AND GRAND
 KL0773'COUNTY NO. 402, ABOUT 2 MI. S. OF KREMMLING, COLORADO, PROCEED S.
 KL0773'ON COLORADO NO. 9 8.5 MI. TO A GRADED RD. RIGHT, WHICH IS THE SPRING
 KL0773'CREEK ROAD.  PROCEED WESTERLY ON THE SPRING CREEK ROAD 1.1 MI.,
 KL0773'CROSSING THE BLUE RIVER, CONTINUE WESTERLY 2.2 MI. TO A Y-FORK AND
 KL0773'A SIGN INDICATING THE NATIONAL FOREST BOUNDARY TO THE RIGHT.  BEAR
 KL0773'RIGHT AND PROCEED 3.1 MI. TO THE FOREST BOUNDARY AND A T-RD. RIGHT.
 KL0773'CONTINUE STRAIGHT AHEAD 1.2 MI. TO A Y-FORK AND A SIGN INDICATING THE
 KL0773'SHEEPHORN DIVIDE AND MAHAN LAKE TO THE RIGHT.  BEAR RIGHT AND PROCEED
 KL0773'3.1 MI. TO THE TOP OF SHEEPHORN DIVIDE AND A RD. JUNCTION.  A SIGN
 KL0773'INDICATES SHEEPHORN ROAD TO THE RIGHT 3.5 MI. AND MAHAN LAKE STRAIGHT
 KL0773'AHEAD 5 MI.  PARK VEHICLE AND PACK N. ALONG RIDGE TO HIGH POINT AND
 KL0773'STATION.
 KL0773'
 KL0773'STATION MARK--USGS TRIANGULATION TABLET SET IN ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0804 ***********************************************************************
 JL0804  DESIGNATION -  LONE PINE
 JL0804  PID         -  JL0804
 JL0804  STATE/COUNTY-  CO/GUNNISON
 JL0804  USGS QUAD   -  SAPINERO (1982)
 JL0804
 JL0804                         *CURRENT SURVEY CONTROL
 JL0804  ___________________________________________________________________
 JL0804* NAD 83(1992)-  38 27 18.78424(N)    107 20 07.23056(W)     ADJUSTED  
 JL0804* NAVD 88     -      2342.4    (meters)    7685.     (feet)  VERTCON   
 JL0804  ___________________________________________________________________
 JL0804  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 JL0804  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 JL0804
 JL0804  HORZ ORDER  -  THIRD
 JL0804
 JL0804.The horizontal coordinates were established by classical geodetic methods
 JL0804.and adjusted by the National Geodetic Survey in January 1993..
 JL0804
 JL0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0804
 JL0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0804
 JL0804.The geoid height was determined by GEOID03.
 JL0804
 JL0804;                    North         East     Units Scale Factor Converg.
 JL0804;SPC CO C     -   375,452.942   754,211.867   MT  0.99999898   -1 09 27.1
 JL0804;SPC CO C     - 1,231,798.53  2,474,443.43   sFT  0.99999898   -1 09 27.1
 JL0804;UTM  13      - 4,258,907.844   296,224.230   MT  1.00011140   -1 27 10.3
 JL0804
 JL0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0804!SPC CO C     -   0.99963489  x   0.99999898  =   0.99963388
 JL0804!UTM  13      -   0.99963489  x   1.00011140  =   0.99974625
 JL0804
 JL0804:                Primary Azimuth Mark                     Grid Az
 JL0804:SPC CO C     -  KNOB                                     166 39 46.4
 JL0804:UTM  13      -  KNOB                                     166 57 29.6
 JL0804
 JL0804|---------------------------------------------------------------------|
 JL0804| PID    Reference Object                     Distance      Geod. Az  |
 JL0804|                                                           dddmmss.s |
 JL0804| JL0803 KNOB                                APPROX. 0.5 KM 1653019.3 |
 JL0804|---------------------------------------------------------------------|
 JL0804
 JL0804                          SUPERSEDED SURVEY CONTROL
 JL0804
 JL0804  NAD 83(1986)-  38 27 18.78121(N)    107 20 07.24066(W) AD(       ) 3
 JL0804  NAD 27      -  38 27 18.80789(N)    107 20 05.02449(W) AD(       ) 3
 JL0804  NGVD 29 (07/19/86) 2340.9    (m)         7680.     (f) VERT ANG       
 JL0804
 JL0804.Superseded values are not recommended for survey control.
 JL0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0804.See file dsdata.txt to determine how the superseded data were derived.
 JL0804
 JL0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC9622458908(NAD 83)
 JL0804
 JL0804  HISTORY     - Date     Condition        Report By
 JL0804  HISTORY     - 1950     MONUMENTED       BOR
 JL0804  HISTORY     - 1950     GOOD             USGS
 JL0804
 JL0804                          STATION DESCRIPTION
 JL0804
 JL0804'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JL0804'RECOVERED BY USGS IN 1950 REDESCRIBED AS FOLLOWS,---STATION LOCATED
 JL0804'NEAR SW. COR. SEC. 31, T. 49 N., R. 4 W. TO REACH STATION FROM
 JL0804'INTERSECTION OF MAIN AND TOMICHI STS. IN GUNNISON, COLORADO, DRIVE W.
 JL0804'ON U.S.HWY.50 TOWARD MONTROSE 24.8 MI. TO INTERSECTION OF U.S. HWY. 50
 JL0804'AND STATE HWY. 92, CONTINUE W.-RIGHT- ON HWY. 92 1.7 MI. STATION IS
 JL0804'ABOUT 400 FT. S. OF RD.ON RIDGE BROW.---
 JL0804'
 JL0804'STATION MARKS - U.S. BUREAU OF RECLAMATION BRASS CAP SET IN LARGE
 JL0804'BOULDER.
 JL0804'
 JL0804'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1305 ***********************************************************************
 LL1305  DESIGNATION -  LONETREE
 LL1305  PID         -  LL1305
 LL1305  STATE/COUNTY-  CO/LARIMER
 LL1305  USGS QUAD   -  BIG NARROWS (1975)
 LL1305
 LL1305                         *CURRENT SURVEY CONTROL
 LL1305  ___________________________________________________________________
 LL1305* NAD 83(1992)-  40 43 17.78696(N)    105 29 28.71371(W)     ADJUSTED  
 LL1305* NAVD 88     -      2551.1    (meters)    8370.     (feet)  VERTCON   
 LL1305  ___________________________________________________________________
 LL1305  LAPLACE CORR-         -15.44  (seconds)                    DEFLEC99
 LL1305  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 LL1305
 LL1305  HORZ ORDER  -  SECOND
 LL1305
 LL1305.The horizontal coordinates were established by classical geodetic methods
 LL1305.and adjusted by the National Geodetic Survey in January 1993..
 LL1305
 LL1305.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1305
 LL1305.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1305
 LL1305.The geoid height was determined by GEOID03.
 LL1305
 LL1305;                    North         East     Units Scale Factor Converg.
 LL1305;SPC CO N     -   458,946.159   915,136.078   MT  0.99999057   +0 00 20.2
 LL1305;SPC CO N     - 1,505,725.86  3,002,408.95   sFT  0.99999057   +0 00 20.2
 LL1305;UTM  13      - 4,507,969.662   458,506.687   MT  0.99962119   -0 19 13.9
 LL1305
 LL1305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1305!SPC CO N     -   0.99960193  x   0.99999057  =   0.99959250
 LL1305!UTM  13      -   0.99960193  x   0.99962119  =   0.99922327
 LL1305
 LL1305|---------------------------------------------------------------------|
 LL1305| PID    Reference Object                     Distance      Geod. Az  |
 LL1305|                                                           dddmmss.s |
 LL1305| CP7655 LONETREE RM 1                         5.181 METERS 04523     |
 LL1305| CP7654 LONETREE AZ MK                                     0460008.9 |
 LL1305| CP7656 LONETREE RM 2                         5.697 METERS 28108     |
 LL1305|---------------------------------------------------------------------|
 LL1305
 LL1305                          SUPERSEDED SURVEY CONTROL
 LL1305
 LL1305  NAD 83(1986)-  40 43 17.78261(N)    105 29 28.71696(W) AD(       ) 2
 LL1305  NAD 27      -  40 43 17.85400(N)    105 29 26.74600(W) AD(       ) 2
 LL1305  NGVD 29 (07/19/86) 2550.0    (m)         8366.     (f) VERT ANG       
 LL1305
 LL1305.Superseded values are not recommended for survey control.
 LL1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1305.See file dsdata.txt to determine how the superseded data were derived.
 LL1305
 LL1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF5850707970(NAD 83)
 LL1305_MARKER: DS = TRIANGULATION STATION DISK
 LL1305_SETTING: 66 = SET IN ROCK OUTCROP
 LL1305
 LL1305  HISTORY     - Date     Condition        Report By
 LL1305  HISTORY     - 1949     MONUMENTED       CGS
 LL1305
 LL1305                          STATION DESCRIPTION
 LL1305
 LL1305'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LL1305'THE STATION IS LOCATED ABOUT 23 MILES AIR LINE NORTHWEST OF
 LL1305'FORT COLLINS, ABOUT 6 MILES AIR LINE SOUTHEAST OF RED FEATHER
 LL1305'LAKES, BETWEEN THE CACHE LA POUDRE RIVER AND ELKHORN CREEK,
 LL1305'ON A ROCKY, TIMBER-COVERED RIDGE, 8 PACES SOUTHWEST OF THE
 LL1305'HIGHEST POINT, SET FLUSH, AND IS STAMPED, LONETREE 1949.
 LL1305'
 LL1305'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 LL1305'THE STATION, 6 FEET SOUTHWEST OF THE HIGHEST POINT, SET FLUSH,
 LL1305'AND IS STAMPED, LONETREE NO 1 1949.
 LL1305'
 LL1305'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET HIGHER THAN THE
 LL1305'STATION, PROJECTS 2 FEET, AND IS STAMPED, LONETREE NO 2 1949.
 LL1305'
 LL1305'THE AZIMUTH MARK IS LOCATED ALONG TRACK ROAD TO STATION, ON
 LL1305'THE WEST FACE OF A SMALL KNOLL, 10 PACES SOUTH OF THE CENTER
 LL1305'LINE OF ROAD, 12 FEET SOUTH OF A 4X4 WITNESS POST, SET FLUSH
 LL1305'WITH THE GROUND AND IS STAMPED, LONETREE 1949.
 LL1305'
 LL1305'TO REACH FROM THE POST OFFICE AT LIVERMORE, GO WESTERLY ALONG
 LL1305'GRADED ROAD FOR 15.4 MILES TO A WIRE GATE ON LEFT (THIS IS JUST
 LL1305'AFTER PASSING OLD LOG BUILDINGS ON LEFT, ALSO 1.1 MILES BEFORE
 LL1305'REACHING THE OLD LOG CABIN POST OFFICE).  TURN LEFT THROUGH
 LL1305'WIRE GATE AND FOLLOW TRACKS SOUTH FOR 0.4 MILE TO A
 LL1305'T-INTERSECTION.  TURN RIGHT FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 LL1305'LEFT AS DESCRIBED ABOVE.  CONTINUE FOR 0.05 MILE TO A
 LL1305'FORK.  TAKE THE LEFT FORK AND GO 0.9 MILE TO A FORK, JUST
 LL1305'AFTER PASSING AN OLD SAW MILL.  TAKE THE RIGHT FORK AND
 LL1305'GO 0.5 MILE TO A FORK WITH GATE IN RIGHT FORK AND A SMALL
 LL1305'WOODEN BRIDGE CROSSING STREAM, THIS BRIDGE IS NOT USABLE
 LL1305'THUS MAKING THIS THE END OF TRUCK TRAVEL FOR A TWO WHEEL
 LL1305'DRIVE VEHICLE.  PACK ACROSS STREAM THENCE RIGHT (WESTERLY) FOR
 LL1305'0.3 MILE TO A POINT WHERE A DRAW COMES IN FROM THE SOUTH.
 LL1305'KEEP LEFT UP DRAW FOR 0.1 MILE TO A TRIANGLE BLAZE ON
 LL1305'TREE.  FROM HERE THE STATION CAN BE SEEN STRAIGHT AHEAD UP
 LL1305'DRAW.  FROM THIS POINT, PACK SOUTHERLY UP DRAW TO A
 LL1305'SADDLE, THENCE RIGHT TO HIGHEST POINT AND STATION.  A 1
 LL1305'1/2-HOUR PACK.
 LL1305'
 LL1305'NOTE--AT THE SMALL WOODEN BRIDGE, WITH A FOUR WHEEL DRIVE
 LL1305'VEHICLE, TURN RIGHT, PASS THROUGH GATE AND FOLLOW STREAM FOR
 LL1305'ABOUT 0.2 MILE.  CROSS STREAM, THENCE LEFT, (SOUTHERLY) UP DRAW
 LL1305'AND THROUGH FENCE AND CONTINUE UP DRAW.  IN DRY WEATHER IT IS
 LL1305'POSSIBLE TO DRIVE APPROXIMATELY 1 MILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0653 ***********************************************************************
 LM0653  DESIGNATION -  LONG
 LM0653  PID         -  LM0653
 LM0653  STATE/COUNTY-  CO/MOFFAT
 LM0653  USGS QUAD   -  FLY CREEK (1973)
 LM0653
 LM0653                         *CURRENT SURVEY CONTROL
 LM0653  ___________________________________________________________________
 LM0653* NAD 83(1992)-  40 55 28.15578(N)    107 19 17.49568(W)     ADJUSTED  
 LM0653* NAVD 88     -      2827.9    (meters)    9278.     (feet)  VERTCON   
 LM0653  ___________________________________________________________________
 LM0653  LAPLACE CORR-          10.34  (seconds)                    DEFLEC99
 LM0653  GEOID HEIGHT-         -13.06  (meters)                     GEOID03
 LM0653
 LM0653  HORZ ORDER  -  THIRD
 LM0653
 LM0653.The horizontal coordinates were established by classical geodetic methods
 LM0653.and adjusted by the National Geodetic Survey in January 1997..
 LM0653
 LM0653.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0653
 LM0653.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0653
 LM0653.The geoid height was determined by GEOID03.
 LM0653
 LM0653;                    North         East     Units Scale Factor Converg.
 LM0653;SPC CO N     -   483,052.063   760,979.388   MT  1.00002595   -1 10 37.0
 LM0653;SPC CO N     - 1,584,813.31  2,496,646.54   sFT  1.00002595   -1 10 37.0
 LM0653;SPC WYEC     -   147,135.782   400,994.434   MT  0.99993751   +0 00 27.8
 LM0653;UTM  13      - 4,532,969.448   304,525.713   MT  1.00007031   -1 31 16.4
 LM0653
 LM0653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0653!SPC CO N     -   0.99955865  x   1.00002595  =   0.99958459
 LM0653!SPC WYEC     -   0.99955865  x   0.99993751  =   0.99949619
 LM0653!UTM  13      -   0.99955865  x   1.00007031  =   0.99962893
 LM0653
 LM0653|---------------------------------------------------------------------|
 LM0653| PID    Reference Object                     Distance      Geod. Az  |
 LM0653|                                                           dddmmss.s |
 LM0653| CP5717 LONG RM 1                             7.321 METERS 14141     |
 LM0653| CP5716 LONG AZ MK                                         2045205.0 |
 LM0653| CP5718 LONG RM 2                            11.650 METERS 28352     |
 LM0653|---------------------------------------------------------------------|
 LM0653
 LM0653                          SUPERSEDED SURVEY CONTROL
 LM0653
 LM0653  NAD 83(1992)-  40 55 28.15310(N)    107 19 17.49049(W) AD(       ) 3
 LM0653  NAD 83(1986)-  40 55 28.15097(N)    107 19 17.48745(W) AD(       ) 3
 LM0653  NAD 27      -  40 55 28.26900(N)    107 19 15.27300(W) AD(       ) 3
 LM0653  NGVD 29 (07/19/86) 2826.6    (m)         9274.     (f) VERT ANG       
 LM0653
 LM0653.Superseded values are not recommended for survey control.
 LM0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0653.See file dsdata.txt to determine how the superseded data were derived.
 LM0653
 LM0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF0452632969(NAD 83)
 LM0653_MARKER: DS = TRIANGULATION STATION DISK
 LM0653_SETTING: 80 = SET IN A BOULDER
 LM0653_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LM0653
 LM0653  HISTORY     - Date     Condition        Report By
 LM0653  HISTORY     - 1949     MONUMENTED       CGS
 LM0653
 LM0653                          STATION DESCRIPTION
 LM0653
 LM0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LM0653'THE STATION IS LOCATED ABOUT 5.0 MILES AIR LINE SOUTH OF THE
 LM0653'COLORADO-WYOMING STATE LINE AND ALMOST ON THE MOFFAT-ROUTT COUNTY
 LM0653'LINE, ON WHAT IS LOCALLY KNOWN AS LONG MOUNTAIN.  THE EASTERN
 LM0653'SIDE OF THE MOUNTAIN HAS A BARE, ROCK CLIFF AND DROPS OFF
 LM0653'VERY SHARPLY.  THE SOUTHERN AND SOUTHWESTERN PART OF THE MOUNTAIN
 LM0653'IS LOWER AND FLAT ON TOP AND IS COVERED WITH GRASS.  THE
 LM0653'NORTHERN SLOPE OF THE MOUNTAIN IS COVERED WITH DENSE ASPEN AND
 LM0653'PINE TREES.  THE STATION MARK IS SET ON THE HIGHEST POINT, 3 FEET
 LM0653'SOUTH OF THE NORTHERN SLOPE, PROJECTS 8 INCHES AND IS STAMPED,
 LM0653'LONG 1949.
 LM0653'
 LM0653'REFERENCE MARK NO. 1 IS SET FLUSH APPROXIMATELY 2-1/2 FEET LOWER
 LM0653'THAN THE STATION AND IS STAMPED, LONG NO 1 1949.
 LM0653'
 LM0653'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET LOWER THAN THE
 LM0653'STATION, PROJECTS 4 INCHES AND IS STAMPED, LONG NO 2 1949.
 LM0653'
 LM0653'THE AZIMUTH MARK IS SET 8 PACES EAST-SOUTHEAST OF A TRACK ROAD,
 LM0653'4 PACES NORTH OF A SMALL ROCK CAIRN, PROJECTS 1 FOOT AND IS
 LM0653'STAMPED, LONG 1949.
 LM0653'
 LM0653'TO REACH THE STATION FROM THE POST OFFICE IN SLATER, GO SOUTH
 LM0653'ON A GRADED DIRT ROAD FOR 1.4 MILES TO A FORK.  KEEP THE LEFT
 LM0653'FORK, MAIN ROAD, FOR 6.2 MILES TO A SIDE ROAD LEFT (TO REACH
 LM0653'THE AZIMUTH MARK FROM HERE, CONTINUE ON THE MAIN ROAD FOR 1.0
 LM0653'MILE TO A TRACK ROAD LEFT.  TURN LEFT ON THE TRACK ROAD FOR
 LM0653'0.1 MILE TO THE MARK ON THE RIGHT AS DESCRIBED ABOVE).  TURN
 LM0653'LEFT ON THE SIDE ROAD AND GO 0.05 MILE TO A RANCH HOUSE.  PASS
 LM0653'THROUGH THE GATES TO THE LEFT OF THE RANCH HOUSE AND FOLLOW
 LM0653'A DIM TRACK ROAD FOR ABOUT 0.8 MILE UP THE DRAW TO THE END OF
 LM0653'TRUCK TRAVEL A SHORT DISTANCE AFTER PASSING AN EARTH-FILLED
 LM0653'DAM.  FROM HERE PACK EAST UP THE STEEP SAGEBRUSH-COVERED HILL TO
 LM0653'THE FLAT MESA.  THENCE NORTHEAST TO THE HIGHEST POINT AND
 LM0653'STATION.  A 2-HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0379 ***********************************************************************
 HJ0379  DESIGNATION -  LONG
 HJ0379  PID         -  HJ0379
 HJ0379  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0379  USGS QUAD   -  BROWN CANYON (1972)
 HJ0379
 HJ0379                         *CURRENT SURVEY CONTROL
 HJ0379  ___________________________________________________________________
 HJ0379* NAD 83(1992)-  37 31 06.48464(N)    103 19 48.33899(W)     ADJUSTED  
 HJ0379* NAVD 88     -      1588.9    (meters)    5213.     (feet)  VERTCON   
 HJ0379  ___________________________________________________________________
 HJ0379  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 HJ0379  GEOID HEIGHT-         -21.38  (meters)                     GEOID03
 HJ0379
 HJ0379  HORZ ORDER  -  FIRST
 HJ0379
 HJ0379.The horizontal coordinates were established by classical geodetic methods
 HJ0379.and adjusted by the National Geodetic Survey in January 1993..
 HJ0379
 HJ0379.The NAVD 88 height was computed by applying the VERTCON shift value to
 HJ0379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HJ0379
 HJ0379.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0379
 HJ0379.The geoid height was determined by GEOID03.
 HJ0379
 HJ0379;                    North         East     Units Scale Factor Converg.
 HJ0379;SPC CO S     -   401,564.423 1,106,204.620   MT  0.99996049   +1 19 51.5
 HJ0379;SPC CO S     - 1,317,465.94  3,629,272.99   sFT  0.99996049   +1 19 51.5
 HJ0379;UTM  13      - 4,153,700.144   647,572.188   MT  0.99986825   +1 01 01.9
 HJ0379
 HJ0379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0379!SPC CO S     -   0.99975409  x   0.99996049  =   0.99971459
 HJ0379!UTM  13      -   0.99975409  x   0.99986825  =   0.99962237
 HJ0379
 HJ0379                          SUPERSEDED SURVEY CONTROL
 HJ0379
 HJ0379  NAD 83(1986)-  37 31 06.47805(N)    103 19 48.32211(W) AD(       ) 1
 HJ0379  NAD 27      -  37 31 06.42700(N)    103 19 46.55300(W) AD(       ) 1
 HJ0379  NGVD 29 (07/19/86) 1588.1    (m)         5210.     (f) VERT ANG       
 HJ0379
 HJ0379.Superseded values are not recommended for survey control.
 HJ0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0379.See file dsdata.txt to determine how the superseded data were derived.
 HJ0379
 HJ0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB4757253700(NAD 83)
 HJ0379_MARKER: DS = TRIANGULATION STATION DISK
 HJ0379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0379
 HJ0379  HISTORY     - Date     Condition        Report By
 HJ0379  HISTORY     - 1922     MONUMENTED       CGS
 HJ0379  HISTORY     - 1947     SEE DESCRIPTION  WESGEO
 HJ0379  HISTORY     - 1961     SEE DESCRIPTION  USFS
 HJ0379  HISTORY     - 1972     POOR             NGS
 HJ0379
 HJ0379                          STATION DESCRIPTION
 HJ0379
 HJ0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 HJ0379'ABOUT 20 MILES NORTH OF KIM, 8 MILES SOUTH OF OPAL POST OFFICE,
 HJ0379'5 MILES SOUTH OF J.T. LINDSAYS PLACE, AND 1-1/2 MILES SOUTH
 HJ0379'OF THE TOP OF THE POINT WHERE THE LA JUNTA-KIM ROAD COMES OUT
 HJ0379'OF LONG CANYON.  THE STATION IS AT THE HIGHEST POINT OF THE
 HJ0379'MESA, 3 METERS WEST OF WHERE THE LA JUNTA-KIM ROAD PASSES
 HJ0379'OVER THE TOP OF THE HILL.  SURFACE MARK IS DISK SET AS DESCRIBED.
 HJ0379'UNDERGROUND MARK IS DISK SET.
 HJ0379'REFERENCE MARKS ARE DISKS, SET AS DESCRIBED.
 HJ0379'AT THE FOLLOWING DISTANCES AND BEARINGS FROM THE
 HJ0379'STATION--NO.  1, 17.97 METERS (59.0 FEET), S 22 DEG 25 MIN W.  NO. 2,
 HJ0379'14.20 METERS (46.6 FEET), N 69 DEG 40 MIN W.
 HJ0379
 HJ0379                          STATION RECOVERY (1947)
 HJ0379
 HJ0379'RECOVERY NOTE BY WESTERN GEOPHYSICAL 1947 (HEO)
 HJ0379'STATION HAS BEEN DESTROYED.  THE REFERENCE MARKS APPEAR TO
 HJ0379'BE IN THE ORIGINAL POSITIONS.  CHAINING FROM THE REFERENCE MARKS,
 HJ0379'THE STATION FALLS IN THE BAR-PIT OF THE ROAD.  THE UNDERGROUND
 HJ0379'MARKS WERE NOT DUG FOR PENDING A REPORT TO THE U.S.C. AND G.S.
 HJ0379'
 HJ0379'FROM THE COURTHOUSE IN LAS ANIMAS, FOLLOW HIGHWAY 101 FOR
 HJ0379'16.2 MILES TO THE NINAVIEW-KIM ROAD.  TURN W FOR 1.0 MILE,
 HJ0379'S 1.0 MILE, W 0.25 MILE, THEN S 13.5 MILES TO NINAVIEW, FOLLOW
 HJ0379'THE COUNTY LINE W OF NINAVIEW FOR 5.3 MILES, TURN S ALONG
 HJ0379'THE KIM ROAD 9.0 MILES TO STATION LONG.
 HJ0379
 HJ0379                          STATION RECOVERY (1961)
 HJ0379
 HJ0379'RECOVERY NOTE BY US FOREST SERVICE 1961 (AWH)
 HJ0379'THE STATION MARK AND REFERENCE MARK NO. 1 WERE FOUND IN THEIR
 HJ0379'CONCRETE BASES UPROOTED FROM THEIR ORIGINAL POSITIONS AND LYING
 HJ0379'IN THE BORROW PIT ALONG THE RIGHT-OF-WAY.  THE EVIDENCE INDICATES
 HJ0379'THAT THE ORIGINAL STATION SITE WAS UNDER THE EXISTING ROAD SO
 HJ0379'IT APPEARED IMPRACTICAL TO DIG FOR THE UNDERGROUND MARK.
 HJ0379'
 HJ0379'REFERENCE MARK 2 WAS FOUND IN PLACE.
 HJ0379'
 HJ0379'A NEW FOREST SERVICE STATION WAS ESTABLISHED ON THE EAST EDGE
 HJ0379'OF THE RIGHT-OF-WAY NEARLY OPPOSITE FROM R.M. 2.  THE NEW STATION
 HJ0379'MARK IS A STANDARD FS BRONZE TABLET SET IN A CONCRETE POST
 HJ0379'PROJECTING 04 FT ABOVE GROUND AND STAMPED LONG NO. 2 - 1961.
 HJ0379'A REDWOOD 4 X 4 WITNESS POST PAINTED WHITE WITH U.S. WAS SET
 HJ0379'5 FT SOUTH OF THE STATION MARK.
 HJ0379'
 HJ0379'TELLUROMETER MEASUREMENTS WERE MADE TO THE FOLLOWING
 HJ0379'STATIONS--USC AND GS ALEXANDER - 1922, USC AND GS MARTIN - 1922,
 HJ0379'USFS REVILLE NO. 2 - 1961, AND USFS DENTON - 1961.
 HJ0379
 HJ0379                          STATION RECOVERY (1972)
 HJ0379
 HJ0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 HJ0379'THE STATION MARK AND REFERENCE MARK 1 WERE FOUND UPROOTED AND
 HJ0379'LYING ON TOP THE GROUND BY STATION MARK LONG NO 2 ESTABLISHED
 HJ0379'BY THE DEPARTMENT OF AGRICULTURE FOREST SERVICE, REFERENCE MARK
 HJ0379'2 WAS FOUND IN GOOD CONDITION AND APPEARED TO BE IN ITS ORIGINAL
 HJ0379'POSITION.  THE UNDERGROUND STATION MARK WAS SEARCHED FOR BY
 HJ0379'USING THE MEASUREMENT DISTANCE FROM REFERENCE MARK 2 AND ALSO
 HJ0379'AN INVERSE POSITION AND FAILED TO DISCLOSE THE UNDERGROUND
 HJ0379'MARK.  THE SITE OF THE STATION MARKS FALLS IN AN ELEVATED
 HJ0379'GRAVELED ROAD AND BEING THE UPROOTED SURFACE STATION MARK
 HJ0379'MEASURED 16 INCHES IT IS POSSIBLE THE UNDERGROUND MARK WAS
 HJ0379'ALSO DESTROYED WHEN THE ROAD WAS ELEVATED AND GRAVELED.
 HJ0379'
 HJ0379'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 20
 HJ0379'MILES NORTH OF KIM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0476 ***********************************************************************
 HK0476  DESIGNATION -  LONG
 HK0476  PID         -  HK0476
 HK0476  STATE/COUNTY-  CO/LAS ANIMAS
 HK0476  USGS QUAD   -  VALDEZ (1951)
 HK0476
 HK0476                         *CURRENT SURVEY CONTROL
 HK0476  ___________________________________________________________________
 HK0476* NAD 83(1992)-  37 05 27.31965(N)    104 39 17.68244(W)     ADJUSTED  
 HK0476* NAVD 88     -      2239.2    (meters)    7346.     (feet)  VERTCON   
 HK0476  ___________________________________________________________________
 HK0476  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 HK0476  GEOID HEIGHT-         -18.38  (meters)                     GEOID03
 HK0476
 HK0476  HORZ ORDER  -  THIRD
 HK0476
 HK0476.The horizontal coordinates were established by classical geodetic methods
 HK0476.and adjusted by the National Geodetic Survey in December 1993..
 HK0476
 HK0476.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0476
 HK0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0476
 HK0476.The geoid height was determined by GEOID03.
 HK0476
 HK0476;                    North         East     Units Scale Factor Converg.
 HK0476;SPC CO S     -   352,226.417   989,536.028   MT  1.00002890   +0 31 06.1
 HK0476;SPC CO S     - 1,155,596.17  3,246,502.79   sFT  1.00002890   +0 31 06.1
 HK0476;UTM  13      - 4,105,014.433   530,668.044   MT  0.99961159   +0 12 29.2
 HK0476
 HK0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0476!SPC CO S     -   0.99965161  x   1.00002890  =   0.99968050
 HK0476!UTM  13      -   0.99965161  x   0.99961159  =   0.99926334
 HK0476
 HK0476:                Primary Azimuth Mark                     Grid Az
 HK0476:SPC CO S     -  BURRO                                    334 59 29.5
 HK0476:UTM  13      -  BURRO                                    335 18 06.4
 HK0476
 HK0476|---------------------------------------------------------------------|
 HK0476| PID    Reference Object                     Distance      Geod. Az  |
 HK0476|                                                           dddmmss.s |
 HK0476| HK0477 BURRO                               APPROX. 7.6 KM 3353035.6 |
 HK0476|---------------------------------------------------------------------|
 HK0476
 HK0476                          SUPERSEDED SURVEY CONTROL
 HK0476
 HK0476  NAD 83(1992)-  37 05 27.32060(N)    104 39 17.68311(W) AD(       ) 3
 HK0476  NAD 83(1986)-  37 05 27.32752(N)    104 39 17.67979(W) AD(       ) 3
 HK0476  NAD 27      -  37 05 27.24983(N)    104 39 15.71598(W) AD(       ) 3
 HK0476  NGVD 29 (07/19/86) 2238.1    (m)         7343.     (f) VERT ANG       
 HK0476
 HK0476.Superseded values are not recommended for survey control.
 HK0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0476.See file dsdata.txt to determine how the superseded data were derived.
 HK0476
 HK0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB3066805014(NAD 83)
 HK0476_MARKER: DD = SURVEY DISK
 HK0476_SETTING: 66 = SET IN ROCK OUTCROP
 HK0476_SP_SET: SET IN A ROCK LEDGE
 HK0476_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HK0476+STABILITY: POSITION/ELEVATION WELL
 HK0476
 HK0476  HISTORY     - Date     Condition        Report By
 HK0476  HISTORY     - 1949     MONUMENTED       USGS
 HK0476
 HK0476                          STATION DESCRIPTION
 HK0476
 HK0476'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 HK0476'STATION IS LOCATED ABOUT 8 MI. (AIRLINE) W. AND ABOUT 6 MI. (AIRLINE)
 HK0476'S. OF TRINIDAD AND ABOUT 3 MI. (AIRLINE) E. AND ABOUT 2 MI. (AIRLINE)
 HK0476'S. OF VALDEZ ON THE N. END OF HIGH SHARP, SLIGHTLY TIMBERED RIDGE,
 HK0476'WHICH IS HIGHEST POINT IN VICINITY IN T 34 S, R 65 W, SEC. 15.
 HK0476'
 HK0476'TO REACH FROM U.S. POST OFFICE IN VALDEZ, COLORADO, GO E. AND S. ON
 HK0476'RD. UP WIDOW WOMAN CANYON FOR 1.7 MI. TO A RD. FORK, TAKE LEFT FORK
 HK0476'FOR 0.5 MI. TO SMALL WOODEN BRIDGE AND TRACK RD. LEFT, TAKE TRACK RD.
 HK0476'EASTERLY AND SOUTHERLY TO E-W. FENCE LINE AND GATE.  CONTINUE ON SAME
 HK0476'TRACK RD. IN A SOUTHERLY DIRECTION ABOUT 1 MI. TO A SECOND E-W. FENCE,
 HK0476'THEN CONTINUE FOR 0.3 MI. TO A SMALL RESERVOIR.  TAKE LEFT FORK FOR
 HK0476'0.7 MI. TO END OF RD. AND TRUCK TRAVEL.  PACK IN A SOUTHEASTERLY
 HK0476'DIRECTION FOR ABOUT 15 MINUTES TO HIGHEST POINT AND STATION.
 HK0476'
 HK0476'STATION MARK--STANDARD TABLET SET IN ROCK FLUSH WITH GROUND, STAMPED
 HK0476'---LONG 1949 VA 7342---.
 HK0476'
 HK0476'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET SET IN ROCK
 HK0476'OUTCROP, STAMPED ---LONG NO. 1 1949---, 103.6 FT. FROM STATION,
 HK0476'N 35 DEG 58 MIN E.
 HK0476'
 HK0476'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET SET IN ROCK
 HK0476'OUTCROP, STAMPED ---LONG NO. 2 1949---, 70.5 FT. FROM STATION,
 HK0476'N 07 DEG 43 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0520 ***********************************************************************
 KJ0520  DESIGNATION -  LONG
 KJ0520  PID         -  KJ0520
 KJ0520  STATE/COUNTY-  CO/LINCOLN
 KJ0520  USGS QUAD   -  LONG CREEK (1970)
 KJ0520
 KJ0520                         *CURRENT SURVEY CONTROL
 KJ0520  ___________________________________________________________________
 KJ0520* NAD 83(1992)-  39 04 37.11178(N)    103 38 53.75223(W)     ADJUSTED  
 KJ0520* NAVD 88     -      1657.6    (meters)    5438.     (feet)  VERTCON   
 KJ0520  ___________________________________________________________________
 KJ0520  LAPLACE CORR-          -5.59  (seconds)                    DEFLEC99
 KJ0520  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 KJ0520
 KJ0520  HORZ ORDER  -  SECOND
 KJ0520
 KJ0520.The horizontal coordinates were established by classical geodetic methods
 KJ0520.and adjusted by the National Geodetic Survey in January 1993..
 KJ0520
 KJ0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0520
 KJ0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0520
 KJ0520.The geoid height was determined by GEOID03.
 KJ0520
 KJ0520;                    North         East     Units Scale Factor Converg.
 KJ0520;SPC CO C     -   444,486.679 1,074,615.714   MT  0.99993600   +1 10 04.3
 KJ0520;SPC CO C     - 1,458,286.71  3,525,635.06   sFT  0.99993600   +1 10 04.3
 KJ0520;UTM  13      - 4,326,188.215   616,924.468   MT  0.99976834   +0 51 07.9
 KJ0520
 KJ0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0520!SPC CO C     -   0.99974316  x   0.99993600  =   0.99967917
 KJ0520!UTM  13      -   0.99974316  x   0.99976834  =   0.99951156
 KJ0520
 KJ0520|---------------------------------------------------------------------|
 KJ0520| PID    Reference Object                     Distance      Geod. Az  |
 KJ0520|                                                           dddmmss.s |
 KJ0520| CP7657 LONG RM 1                            10.038 METERS 09106     |
 KJ0520| CP7658 LONG RM 2                            10.157 METERS 26826     |
 KJ0520| KJ0523 DUNE                                APPROX.12.0 KM 3583103.7 |
 KJ0520|---------------------------------------------------------------------|
 KJ0520
 KJ0520                          SUPERSEDED SURVEY CONTROL
 KJ0520
 KJ0520  NAD 83(1986)-  39 04 37.10599(N)    103 38 53.74760(W) AD(       ) 2
 KJ0520  NAD 27      -  39 04 37.14246(N)    103 38 51.93286(W) AD(       ) 2
 KJ0520  NGVD 29 (07/19/86) 1656.8    (m)         5436.     (f) VERT ANG       
 KJ0520
 KJ0520.Superseded values are not recommended for survey control.
 KJ0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0520.See file dsdata.txt to determine how the superseded data were derived.
 KJ0520
 KJ0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD1692426188(NAD 83)
 KJ0520_MARKER: Z = SEE DESCRIPTION
 KJ0520_SETTING: 0 = UNSPECIFIED SETTING
 KJ0520
 KJ0520  HISTORY     - Date     Condition        Report By
 KJ0520  HISTORY     - 1970     MONUMENTED       USGS
 KJ0520
 KJ0520                          STATION DESCRIPTION
 KJ0520
 KJ0520'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (EOM)
 KJ0520'STATION IS LOCATED SOUTH 9 DEGREES EAST ABOUT 13 MILES AIRLINE
 KJ0520'FROM LIMON, COLORADO.  WEST 23 DEGREES SOUTH ABOUT 11 MILES
 KJ0520'AIRLINE FROM HUGO, COLORADO, 0.5 MILE SOUTH OF CROSSROAD, 87 FEET
 KJ0520'WEST OF CENTERLINE OF ROAD, IN OLD FENCE LINE, 6.6 FEET EAST OF
 KJ0520'USGS WITNESS SIGN MOUNTED ON A METAL POST.  ON LAND LEASED BY
 KJ0520'TONY WURDINGER.
 KJ0520'
 KJ0520'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 24
 KJ0520'AND STATE HIGHWAY 71 SOUTH IN LIMON, COLORADO, PROCEED SOUTH ON
 KJ0520'STATE HIGHWAY 71 FOR 12.2 MILES TO CROSSROAD, TURN LEFT (EAST) 3.0
 KJ0520'MILES TO CROSSROAD, TURN RIGHT (SOUTH) 0.5 MILE TO STATION
 KJ0520'SITE ON THE RIGHT (WEST), IN OLD FENCE LINE.
 KJ0520'
 KJ0520'ALL MARKS ARE USGS BRASS TABLETS SOLDERED TO COPPER COATED STEEL
 KJ0520'RODS CENTERED IN TILE 6 INCHES IN DIAMETER AND 12 INCHES LONG
 KJ0520'FILLED WITH GRAVEL AND SET FLUSH WITH GROUND SURFACE.
 KJ0520'
 KJ0520'STATION MARK IS A ROD DRIVEN 15 FEET TO REFUSAL.  TABLET
 KJ0520'STAMPED LONG ET 1970.
 KJ0520'
 KJ0520'REFERENCE MARK NO. 1 IS A ROD DRIVEN 15 FEET TO REFUSAL.  TABLET
 KJ0520'STAMPED LONG ET 1 1970.
 KJ0520'
 KJ0520'REFERENCE MARK NO. 2 IS A ROD DRIVEN 15 FEET TO REFUSAL.  TABLET
 KJ0520'STAMPED LONG ET 2 1970.
 KJ0520'
 KJ0520'STATION DUNE ET 1970 IS VISIBLE FROM THE GROUND AT THIS STATION
 KJ0520'AND WILL SERVE AS THE AZIMUTH MARK.
 KJ0520'
 KJ0520'A STANDARD TRIPOD WAS USED FOR ALL OBSERVATIONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0682 ***********************************************************************
 JL0682  DESIGNATION -  LONG BRANCH
 JL0682  PID         -  JL0682
 JL0682  STATE/COUNTY-  CO/SAGUACHE
 JL0682  USGS QUAD   -  SARGENTS MESA (1967)
 JL0682
 JL0682                         *CURRENT SURVEY CONTROL
 JL0682  ___________________________________________________________________
 JL0682* NAD 83(1992)-  38 19 19.78705(N)    106 28 26.26306(W)     ADJUSTED  
 JL0682* NAVD 88     -      3652.2    (meters)   11982.     (feet)  VERTCON   
 JL0682  ___________________________________________________________________
 JL0682  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 JL0682  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 JL0682
 JL0682  HORZ ORDER  -  THIRD
 JL0682
 JL0682.The horizontal coordinates were established by classical geodetic methods
 JL0682.and adjusted by the National Geodetic Survey in January 1993..
 JL0682
 JL0682.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0682
 JL0682.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0682
 JL0682.The geoid height was determined by GEOID03.
 JL0682
 JL0682;                    North         East     Units Scale Factor Converg.
 JL0682;SPC CO S     -   488,982.633   829,235.055   MT  0.99998160   -0 35 50.7
 JL0682;SPC CO S     - 1,604,270.52  2,720,582.01   sFT  0.99998160   -0 35 50.7
 JL0682;UTM  13      - 4,242,588.455   371,154.941   MT  0.99980445   -0 54 50.8
 JL0682
 JL0682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0682!SPC CO S     -   0.99942957  x   0.99998160  =   0.99941118
 JL0682!UTM  13      -   0.99942957  x   0.99980445  =   0.99923413
 JL0682
 JL0682:                Primary Azimuth Mark                     Grid Az
 JL0682:SPC CO S     -  SARGENTS MESA                            123 31 44.9
 JL0682:UTM  13      -  SARGENTS MESA                            123 50 45.0
 JL0682
 JL0682|---------------------------------------------------------------------|
 JL0682| PID    Reference Object                     Distance      Geod. Az  |
 JL0682|                                                           dddmmss.s |
 JL0682| JL0680 SARGENTS MESA                       APPROX. 8.2 KM 1225554.2 |
 JL0682|---------------------------------------------------------------------|
 JL0682
 JL0682                          SUPERSEDED SURVEY CONTROL
 JL0682
 JL0682  NAD 83(1986)-  38 19 19.78784(N)    106 28 26.27157(W) AD(       ) 3
 JL0682  NAD 27      -  38 19 19.81909(N)    106 28 24.16246(W) AD(       ) 3
 JL0682  NGVD 29 (07/19/86) 3650.3    (m)        11976.     (f) VERT ANG       
 JL0682
 JL0682.Superseded values are not recommended for survey control.
 JL0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0682.See file dsdata.txt to determine how the superseded data were derived.
 JL0682
 JL0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC7115542588(NAD 83)
 JL0682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0682+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2004
 JL0682
 JL0682  HISTORY     - Date     Condition        Report By
 JL0682  HISTORY     - 1925     MONUMENTED       USGS
 JL0682  HISTORY     - 1959     GOOD             USGS
 JL0682  HISTORY     - 20040720 GOOD             USPSQD
 JL0682
 JL0682                          STATION DESCRIPTION
 JL0682
 JL0682'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 JL0682'RECOVERED, REDESCRIBED AS FOLLOWS
 JL0682'
 JL0682'STATION LOCATED ABOUT 25 MI. AIRLINE NW. OF SAGUACHE, ON THE SUMMIT
 JL0682'OF A BROAD ROCKY MOUNTAIN ON THE CONTINENTL DIVIDE KNOWN LOCALLY AS
 JL0682'LONG BRANCH BALDY.
 JL0682'
 JL0682'TO REACH FROM SAGUACHE, GO NW. ALONG STATE HIGHWAY 114 10.4 MI. TO
 JL0682'A RD. NW. UP JACKS CREEK, THENCE NW. UP JACKS CREEK 6.7 MI. TO Y-RD.
 JL0682'JUNCTION JUST BELOW TWIN LAKES RANCH.  CONTINUE LEFT ALONG TRACK RD.
 JL0682'1.6 MI. TO TRAIL RIGHT UP HOAGLUND GULCH, THENCE N. UP HOAGLUND
 JL0682'GULCH 4.5 MI. TO SUMMIT OF RIDGE AND BEYOND TO Y-TRAIL JUNCTION AT
 JL0682'N. EDGE OF CLEARING, CONTINUE LEFT UP TRAIL 0.2 MI. TO SUMMIT TRAIL
 JL0682'MARKER AND TRAIL W., FROM THIS POINT A JEEP CAN BE DRIVEN NW. ALONG
 JL0682'A VERY ROCKY TRAIL THROUGH HEAVY TIMBER ALONG THE CONTINENTAL
 JL0682'DIVIDE 4.7 MI. TO TRAIL MARKER JUST ABOVE BALDY LAKE, THENCE ALONG
 JL0682'TRAIL N. DOWN THROUGH THE TIMBER ABOUT 0.5 MI. TO BALDY LAKE AND
 JL0682'GOOD CAMP SITE.  FROM BALDY LAKE PACK SW. AT S. EDGE OF CIRQUE ONTO
 JL0682'HIGH RIDGE AND THENCE N. ALONG RIM OF CIRQUE TO SUMMIT OF BARE ROCKY
 JL0682'TOP AND STATION SITE.  ABOUT A 45 MINUTE PACK.
 JL0682'
 JL0682'STATION MARK--BRONZE TABLET, CEMENTED IN ROCK SET FLUSH WITH GROUND,
 JL0682'STAMPED ---LONG BRANCH 1925---.
 JL0682'
 JL0682'REFERENCE MARKS--NONE.
 JL0682
 JL0682                          STATION RECOVERY (2004)
 JL0682
 JL0682'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 JL0682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1427 ***********************************************************************
 LL1427  DESIGNATION -  LONGHORN
 LL1427  PID         -  LL1427
 LL1427  STATE/COUNTY-  CO/BOULDER
 LL1427  USGS QUAD   -  BOULDER (1979)
 LL1427
 LL1427                         *CURRENT SURVEY CONTROL
 LL1427  ___________________________________________________________________
 LL1427* NAD 83(1992)-  40 04 39.43799(N)    105 16 30.86597(W)     ADJUSTED  
 LL1427* NAVD 88     -      1700.8    (meters)    5580.     (feet)  VERTCON   
 LL1427  ___________________________________________________________________
 LL1427  X           -  -1,287,893.174 (meters)                     COMP
 LL1427  Y           -  -4,715,750.176 (meters)                     COMP
 LL1427  Z           -   4,085,669.137 (meters)                     COMP
 LL1427  LAPLACE CORR-         -22.62  (seconds)                    DEFLEC99
 LL1427  ELLIP HEIGHT-        1685.20  (meters)          (12/03/02) GPS OBS
 LL1427  GEOID HEIGHT-         -15.56  (meters)                     GEOID03
 LL1427
 LL1427  HORZ ORDER  -  FIRST
 LL1427  ELLP ORDER  -  FOURTH    CLASS II
 LL1427
 LL1427.The horizontal coordinates were established by GPS observations
 LL1427.and adjusted by the National Geodetic Survey in December 2002..
 LL1427
 LL1427.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1427
 LL1427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1427
 LL1427.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1427
 LL1427.The ellipsoidal height was determined by GPS observations
 LL1427.and is referenced to NAD 83.
 LL1427
 LL1427.The geoid height was determined by GEOID03.
 LL1427
 LL1427;                    North         East     Units Scale Factor Converg.
 LL1427;SPC CO N     -   387,463.205   933,572.395   MT  0.99996139   +0 08 42.8
 LL1427;SPC CO N     - 1,271,202.20  3,062,895.43   sFT  0.99996139   +0 08 42.8
 LL1427;UTM  13      - 4,436,408.813   476,532.158   MT  0.99960678   -0 10 37.9
 LL1427
 LL1427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1427!SPC CO N     -   0.99973570  x   0.99996139  =   0.99969710
 LL1427!UTM  13      -   0.99973570  x   0.99960678  =   0.99934258
 LL1427
 LL1427:                Primary Azimuth Mark                     Grid Az
 LL1427:SPC CO N     -  HYGIENE TABLE MTN MAST                   014 16 51.5
 LL1427:UTM  13      -  HYGIENE TABLE MTN MAST                   014 36 12.2
 LL1427
 LL1427|---------------------------------------------------------------------|
 LL1427| PID    Reference Object                     Distance      Geod. Az  |
 LL1427|                                                           dddmmss.s |
 LL1427| LL1420 HYGIENE TABLE MTN MAST              APPROX. 6.8 KM 0142534.3 |
 LL1427| KK2055 ELDORADO SPRINGS KBCO MAST          APPROX.18.3 KM 1844346.1 |
 LL1427| CR8261 LONGHORN RM 2                         6.234 METERS 22117     |
 LL1427| LL0695 B 322 RESET                         APPROX. 0.6 KM 2944342.2 |
 LL1427| CR8260 LONGHORN RM 1                        18.552 METERS 31330     |
 LL1427|---------------------------------------------------------------------|
 LL1427
 LL1427                          SUPERSEDED SURVEY CONTROL
 LL1427
 LL1427  NAD 83(1992)-  40 04 39.43206(N)    105 16 30.87247(W) AD(       ) 1
 LL1427  ELLIP H (01/07/93) 1685.26   (m)                       GP(       ) 4 2
 LL1427  NAD 83(1986)-  40 04 39.42360(N)    105 16 30.87222(W) AD(       ) 1
 LL1427  NGVD 29 (01/20/89) 1699.8    (m)         5577.     (f) GPS OBS        
 LL1427
 LL1427.Superseded values are not recommended for survey control.
 LL1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1427.See file dsdata.txt to determine how the superseded data were derived.
 LL1427
 LL1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE7653236409(NAD 83)
 LL1427_MARKER: DH = HORIZONTAL CONTROL DISK
 LL1427_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 LL1427_SP_SET: TOP OF METAL PIPE IN CONCRETE
 LL1427_MAGNETIC: P = MARKER IS A STEEL PIPE
 LL1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1427+STABILITY: SURFACE MOTION
 LL1427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1427+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1986
 LL1427
 LL1427  HISTORY     - Date     Condition        Report By
 LL1427  HISTORY     - 1985     MONUMENTED       NGS
 LL1427  HISTORY     - 19860814 GOOD
 LL1427
 LL1427                          STATION DESCRIPTION
 LL1427
 LL1427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 LL1427'THE STATION IS LOCATED ABOUT 16.9 KM (10.5 MI) SOUTHWEST OF
 LL1427'LONGMONT, 7.2 KM (4.5 MI) NORTH OF BOULDER AND 4.8 KM (3.0 MI) WEST
 LL1427'OF BOULDER RESERVOIR.
 LL1427'OWNERSHIP--CITY OF BOULDER, REAL ESTATE AND OPEN SPACE DEPT., P.O.
 LL1427'BOX 791, BOULDER, CO. 80306.  CHRIS WILSON OR CATHY VAUGHN-GRABOSKI.
 LL1427'TELEPHONE---303-441-3440.
 LL1427'
 LL1427'TO REACH THE STATION FROM THE INTERSECTION OF CANYON BOULEVARD,
 LL1427'STATE HIGHWAY 7 AND 119, AND BROADWAY, STATE HIGHWAY 7 AND 93, GO
 LL1427'NORTH ON BROADWAY FOR 5.3 KM (3.3 MI) TO THE JUNCTION OF STATE
 LL1427'HIGHWAY 7 AND U.S. HIGHWAY 36.  TURN LEFT, WEST, FOR 0.2 KM (0.1 MI)
 LL1427'TO A SIDE ROAD RIGHT.  TURN RIGHT, EAST, THEN NORTH ON OLD NORTH
 LL1427'BROADWAY FOR 0.4 KM (0.25 MI) TO A FORK.  TAKE RIGHT, FORK, NORTH
 LL1427'FOR 0.2 KM (0.1 MI) TO A FORK.  TAKE RIGHT FORK, NORTHEASTERLY,
 LL1427'MESA RESERVOIR ROAD, FOR 0.6 KM (0.35 MI) TO A LOCKED GATE.  PASS
 LL1427'THROUGH GATE, EAST, FOR O.5 KM (0.3 MI) TO A NORTH-SOUTH FENCE LINE
 LL1427'AND A CATTLE GUARD.  TURN SHARP LEFT, NORTH, ALONG FENCE LINE FOR
 LL1427'ABOUT 15 M (50 FT) TO WHERE THE FENCE IS DOWN.  TURN LEFT, PASSING
 LL1427'THROUGH THE FENCE, FOR 0.2 KM (0.1 MI) ALONG A DIM TRACK ROAD GOING
 LL1427'NORTHWEST TO THE STATION MARK ON THE PAD FOR A RADIO TELESCOPE.
 LL1427'
 LL1427'THE STATION IS A STANDARD NGS DISK STAMPED---LONGHORN 1985---THE
 LL1427'DISK IS SET IN A 13-CM (5.5-IN) DIAMETER PIPE IN THE CENTER OF A
 LL1427'3.0 M (10 FT) CONCRETE PAD AND PROJECTING 5 CM (2-IN) ABOVE THE PAD.
 LL1427'LOCATED 9.8 M (32 FT) WEST FROM A CONTROL BOX FOR A RADIO
 LL1427'TELESCOPE, 6.4 M (21 FT) NORTH FROM THE OUTSIDE EDGE OF A CONCRETE
 LL1427'RING, 3.2 M (10.5 FT) SOUTHWEST FROM A WITNESS POST.
 LL1427'
 LL1427'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK STAMPED---LONGHORN NO 1
 LL1427'1985---SET INTO A PARTIALLY EXPOSED BOULDER OF 0.6 M (2 FT) IN
 LL1427'LARGEST DIMENSION AND THE DISK PROJECTS ABOUT 5 CM (2-IN) ABOVE THE
 LL1427'GROUND IN A RED SANDSTONE BOULDER.  LOCATED 21.6 M (71 FT) SOUTHWEST
 LL1427'FROM A WITNESS POST, 17.7 M (58 FT) SOUTHEAST FROM THE EDGE OF A
 LL1427'MESA, 12.2 M (40 FT) SOUTHWEST FROM THE EDGE OF A CONCRETE RING FOR
 LL1427'A RADIO TELESCOPE AND LEVEL WITH THE STATION.
 LL1427'
 LL1427'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 LL1427'STAMPED---LONGHORN NO 2 1985---,
 LL1427'SET INTO THE TOP OF THE OUTER CONCRETE RING WHICH PROJECTS ABOUT
 LL1427'15 CM (6-IN) ABOVE THE GROUND AND IS 0.5 M (1.6 FT) IN WIDTH.
 LL1427'LOCATED 14.6 M (48 FT) WEST-NORTHWEST FROM A CONTROL BOX FOR A RADIO
 LL1427'TELESCOPE, 7.3 M (24 FT) NORTHWEST FROM A WITNESS POST, AND 2.7 M
 LL1427'(9 FT) SOUTHEAST FROM THE EDGE OF THE MESA AND LEVEL WITH THE
 LL1427'STATION.
 LL1427
 LL1427                          STATION RECOVERY (1986)
 LL1427
 LL1427'RECOVERED 1986
 LL1427'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1316 ***********************************************************************
 LL1316  DESIGNATION -  LONGMONT
 LL1316  PID         -  LL1316
 LL1316  STATE/COUNTY-  CO/BOULDER
 LL1316  USGS QUAD   -  LONGMONT (1979)
 LL1316
 LL1316                         *CURRENT SURVEY CONTROL
 LL1316  ___________________________________________________________________
 LL1316* NAD 83(1992)-  40 10 14.48579(N)    105 07 20.70086(W)     ADJUSTED  
 LL1316* NAVD 88     -      1554.     (meters)    5098.     (feet)  SCALED    
 LL1316  ___________________________________________________________________
 LL1316  LAPLACE CORR-         -13.45  (seconds)                    DEFLEC99
 LL1316  GEOID HEIGHT-         -16.69  (meters)                     GEOID03
 LL1316
 LL1316  HORZ ORDER  -  FIRST
 LL1316
 LL1316.The horizontal coordinates were established by classical geodetic methods
 LL1316.and adjusted by the National Geodetic Survey in January 1993..
 LL1316
 LL1316.The orthometric height was scaled from a topographic map.
 LL1316
 LL1316.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1316
 LL1316.The geoid height was determined by GEOID03.
 LL1316
 LL1316;                    North         East     Units Scale Factor Converg.
 LL1316;SPC CO N     -   397,841.048   946,563.225   MT  0.99995782   +0 14 38.3
 LL1316;SPC CO N     - 1,305,250.17  3,105,516.18   sFT  0.99995782   +0 14 38.3
 LL1316;UTM  13      - 4,446,709.657   489,576.593   MT  0.99960134   -0 04 44.3
 LL1316
 LL1316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1316!SPC CO N     -   0.99975890  x   0.99995782  =   0.99971673
 LL1316!UTM  13      -   0.99975890  x   0.99960134  =   0.99936033
 LL1316
 LL1316|---------------------------------------------------------------------|
 LL1316| PID    Reference Object                     Distance      Geod. Az  |
 LL1316|                                                           dddmmss.s |
 LL1316| CP7660 LONGMONT RM 1                        48.013 METERS 02106     |
 LL1316| CP7659 LONGMONT AZ MK                                     0251429.2 |
 LL1316| CP7661 LONGMONT RM 2                        93.960 METERS 09316     |
 LL1316| LL1317 GREAT WEST SUGAR CO STACK           APPROX. 4.2 KM 1080156.4 |
 LL1316| LL1322 VALMONT PUBLIC SERVICE COMPANY STAC APPROX.18.1 KM 2020401.6 |
 LL1316| LL1320 LONGMONT 2                           25.930 METERS 21828     |
 LL1316|---------------------------------------------------------------------|
 LL1316
 LL1316                          SUPERSEDED SURVEY CONTROL
 LL1316
 LL1316  NAD 83(1986)-  40 10 14.47634(N)    105 07 20.69988(W) AD(       ) 1
 LL1316  NAD 27      -  40 10 14.53500(N)    105 07 18.76200(W) AD(       ) 1
 LL1316
 LL1316.Superseded values are not recommended for survey control.
 LL1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1316.See file dsdata.txt to determine how the superseded data were derived.
 LL1316
 LL1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE8957746710(NAD 83)
 LL1316_MARKER: DS = TRIANGULATION STATION DISK
 LL1316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1316
 LL1316  HISTORY     - Date     Condition        Report By
 LL1316  HISTORY     - 1935     MONUMENTED       CGS
 LL1316  HISTORY     - 1954     SEE DESCRIPTION  CGS
 LL1316
 LL1316                          STATION DESCRIPTION
 LL1316
 LL1316'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LL1316'THE STATION IS LOCATED ON LAND BELONGING TO THE CITY OF LONGMONT,
 LL1316'ON WHICH THE CITY WATER WORKS IS SITUATED.  IT IS IN THE
 LL1316'NORTHWEST PART OF THE CITY ON A HIGH KNOLL AT THE WEST END
 LL1316'OF LONGS PEAK AVENUE.  IT IS ON THE EAST SIDE OF THE CITY
 LL1316'RESERVOIRS, IN THE SOUTHEAST QUARTER OF SEC. 3, T. 2 N., R. 69 W.
 LL1316'
 LL1316'THE STATION MARK, LIES 25.8 FEET
 LL1316'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE NORTH RESERVOIR.
 LL1316'68.9 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE
 LL1316'SOUTH RESERVOIR, 57.9 FEET WEST OF THE EAST RESERVOIR (OUTER
 LL1316'PLOT) ENCLOSURE FENCE, 113.8 FEET WEST-NORTHWEST OF THE
 LL1316'NORTHWEST CORNER OF THE PUMPHOUSE, AND 119.5 FEET NORTHWEST
 LL1316'OF THE SOUTHWEST CORNER.  IT IS FLUSH.
 LL1316'
 LL1316'REFERENCE MARK NO. 1, LIES NORTH OF THE STATION,
 LL1316'2.5 FEET SOUTH OF THE NORTHEAST RESERVOIR (OUTER ENCLOSURE)
 LL1316'FENCE CORNER, AND 9 FEET NORTH-NORTHWEST OF THE NORTH GATEPOST
 LL1316'OF THE LARGE GATE IN THE EAST ENCLOSURE FENCE.  IT PROJECTS
 LL1316'2 INCHES.
 LL1316'
 LL1316'REFERENCE MARK NO. 2, LIES EAST BY NORTH OF THE
 LL1316'STATION, 51.6 FEET NORTH OF THE EXTREME NORTHEAST RED BRICK
 LL1316'POST ON THE NORTH SIDE OF THE DRIVE FROM LONGS PEAK AVENUE
 LL1316'TO THE CITY PUMPHOUSE, 16-1/2 FEET WEST OF THE CENTERLINE
 LL1316'OF SUNSET DRIVE, AND 3-1/2 FEET SOUTH OF A LARGE TELEPHONE
 LL1316'POLE.  IT PROJECTS 2 INCHES.
 LL1316'
 LL1316'TO REACH THE AZIMUTH MARK, FROM THE DRIVE ENTRANCE
 LL1316'TO THE PUMPHOUSE, GO NORTH ON SUNSET DRIVE FOR 0.2 MILE.  TURN
 LL1316'EAST AND GO 0.2 MILE TO THE MAILBOXES OF MESSRS. F.H. LOOMILLER
 LL1316'AND W.C. PITTENGER (ON NORTH SIDE OF THE ROAD).  TURN NORTH
 LL1316'THROUGH MR. LOOMILLERS YARD AND DRIVE 0.2 MILE THROUGH CATTLE
 LL1316'LANE TO A POINT WHERE IT TURNS WEST.  THE AZIMUTH MARK IS 100
 LL1316'FEET WEST OF THE LONE NORTHWEST FENCE POST ON THE WEST SIDE
 LL1316'OF THE ROAD, 6 FEET SOUTH OF THE CENTERLINE OF THE LANE
 LL1316'ROAD, AND 1 FOOT NORTH OF THE SOUTH LANE RIGHT-OF-WAY FENCE.
 LL1316'IT LIES NORTH OF THE STATION AND PROJECTS 8 INCHES.
 LL1316'
 LL1316'THE STATION MAY BE REACHED BY DRIVING WEST, FROM MAIN STREET
 LL1316'IN LONGMONT, ON LONGS PEAK AVENUE TO THE CITY WATER WORKS
 LL1316'AND PUMPHOUSE.
 LL1316'
 LL1316'A 15-FOOT STAND CLEARS ALL LINES FROM THIS STATION.
 LL1316
 LL1316                          STATION RECOVERY (1954)
 LL1316
 LL1316'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 LL1316'STATION AND REFERENCE MARK 1 WERE FOUND IN GOOD CONDITION
 LL1316'AS DESCRIBED.  REFERENCE MARK 2 WAS SEARCHED FOR BUT WAS NOT
 LL1316'FOUND, AND IT IS BELIEVED TO HAVE BEEN DESTROYED DURING THE
 LL1316'WIDENING OF SUNSET DRIVE.
 LL1316'
 LL1316'STATION LONGMONT 2 WAS ESTABLISHED, AND STATION LONGMONT 1935
 LL1316'WAS DESTROYED DUE TO THE CONSTRUCTION OF A NEW RESERVOIR
 LL1316'AT THE LOCATION OF LONGMONT.  A NEW REFERENCE MARK WAS INSTALLED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1320 ***********************************************************************
 LL1320  DESIGNATION -  LONGMONT 2
 LL1320  PID         -  LL1320
 LL1320  STATE/COUNTY-  CO/BOULDER
 LL1320  USGS QUAD   -  LONGMONT (1979)
 LL1320
 LL1320                         *CURRENT SURVEY CONTROL
 LL1320  ___________________________________________________________________
 LL1320* NAD 83(1992)-  40 10 13.82762(N)    105 07 21.38266(W)     ADJUSTED  
 LL1320* NAVD 88     -      1554.     (meters)    5098.     (feet)  SCALED    
 LL1320  ___________________________________________________________________
 LL1320  LAPLACE CORR-         -13.45  (seconds)                    DEFLEC99
 LL1320  GEOID HEIGHT-         -16.69  (meters)                     GEOID03
 LL1320
 LL1320  HORZ ORDER  -  THIRD
 LL1320
 LL1320.The horizontal coordinates were established by classical geodetic methods
 LL1320.and adjusted by the National Geodetic Survey in January 1993..
 LL1320.No horizontal observational check was made to the station.
 LL1320
 LL1320.The orthometric height was scaled from a topographic map.
 LL1320
 LL1320.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1320
 LL1320.The geoid height was determined by GEOID03.
 LL1320
 LL1320;                    North         East     Units Scale Factor Converg.
 LL1320;SPC CO N     -   397,820.680   946,547.180   MT  0.99995782   +0 14 37.8
 LL1320;SPC CO N     - 1,305,183.35  3,105,463.54   sFT  0.99995782   +0 14 37.8
 LL1320;UTM  13      - 4,446,689.387   489,560.439   MT  0.99960134   -0 04 44.7
 LL1320
 LL1320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1320!SPC CO N     -   0.99975890  x   0.99995782  =   0.99971673
 LL1320!UTM  13      -   0.99975890  x   0.99960134  =   0.99936033
 LL1320
 LL1320:                Primary Azimuth Mark                     Grid Az
 LL1320:SPC CO N     -  LONGMONT AZ MK                           025 23 10.6
 LL1320:UTM  13      -  LONGMONT AZ MK                           025 42 33.1
 LL1320
 LL1320|---------------------------------------------------------------------|
 LL1320| PID    Reference Object                     Distance      Geod. Az  |
 LL1320|                                                           dddmmss.s |
 LL1320| CP7659 LONGMONT AZ MK                                     0253748.4 |
 LL1320| CP7660 LONGMONT RM 1                        73.179 METERS 02713     |
 LL1320| LL1316 LONGMONT                             25.930 METERS 03828     |
 LL1320| CP7661 LONGMONT RM 2                        19.441 METERS 08935     |
 LL1320|---------------------------------------------------------------------|
 LL1320
 LL1320                          SUPERSEDED SURVEY CONTROL
 LL1320
 LL1320  NAD 83(1986)-  40 10 13.81817(N)    105 07 21.38168(W) AD(       ) 3
 LL1320  NAD 27      -  40 10 13.87700(N)    105 07 19.44400(W) AD(       ) 3
 LL1320
 LL1320.Superseded values are not recommended for survey control.
 LL1320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1320.See file dsdata.txt to determine how the superseded data were derived.
 LL1320
 LL1320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE8956046689(NAD 83)
 LL1320_MARKER: DS = TRIANGULATION STATION DISK
 LL1320_SETTING: 0 = UNSPECIFIED SETTING
 LL1320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1320
 LL1320  HISTORY     - Date     Condition        Report By
 LL1320  HISTORY     - 1954     MONUMENTED       CGS
 LL1320  HISTORY     - 1957     GOOD             LOCENG
 LL1320  HISTORY     - 1966     GOOD             CGS
 LL1320  HISTORY     - 1975     MARK NOT FOUND   NGS
 LL1320
 LL1320                          STATION DESCRIPTION
 LL1320
 LL1320'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 LL1320'STATION IS LOCATED IN THE W PART OF THE CITY OF LONGMONT,
 LL1320'ON CITY-OWNED PROPERTY ON WHICH THE CITY WATER WORKS IN SITUATED.
 LL1320'IT IS ON A HIGH KNOLL AT THE W END OF LONGS PEAK AVENUE,
 LL1320'2 FT. N OF THE N WALL OF THE S RESERVOIR, AND 44.6 FT. W OF THE
 LL1320'NE CORNER OF THE S RESERVOIR.  SURFACE STATION MARK IS A STANDARD
 LL1320'STATION DISK, STAMPED LONGMONT 2 1954 AND SET IN CONCRETE
 LL1320'FLUSH WITH THE GROUND SURFACE.
 LL1320'
 LL1320'UNDERGROUND STATION MARK IS A STANDARD DISK, SET IN CONCRETE.
 LL1320'
 LL1320'REFERENCE MARK 1 IS 2-1/2 FT. SW OF THE NE RESERVOIR (OUTER
 LL1320'ENCLOSURE) FENCE CORNER, 9 FT. N-NW OF THE N GATEPOST OF THE
 LL1320'LARGE GATE IN THE NE PART OF THE OUTER ENCLOSURE FENCE.
 LL1320'IT IS A STANDARD REFERENCE-MARK DISK, STAMPED LONGMONT 2 NO
 LL1320'1 1954 AND SET IN THE TOP OF A CONCRETE MONUMENT PROJECTING
 LL1320'ABOUT 4 IN.
 LL1320'
 LL1320'REFERENCE MARK 2 IS 1 FT. NE OF A FENCE CORNER, 19.2 FT. E
 LL1320'OF THE NE CORNER OF THE S RESERVOIR, AND 41.9 FT. NW OF THE
 LL1320'NW CORNER OF THE PUMPHOUSE.  IT IS A STANDARD REFERENCE-MARK
 LL1320'DISK, STAMPED LONGMONT 2 NO 2 1954 AND SET IN CONCRETE FLUSH
 LL1320'WITH THE GROUND SURFACE.
 LL1320'
 LL1320'AZIMUTH MARK IS ABOUT 1 FT. N OF AN E-W FIELD FENCE LINE,
 LL1320'AND 32 PACES W OF A CATTLE LANE W FENCE.  IT IS A STANDARD
 LL1320'AZIMUTH-MARK DISK, STAMPED LONGMONT 2 1954 AND SET IN THE
 LL1320'TOP OF A CONCRETE MONUMENT PROJECTING ABOUT 1 FT.
 LL1320'
 LL1320'TO REACH THE STATION FROM THE MAIN STREET (U.S. HIGHWAY 287),
 LL1320'GO W ON 7TH AVENUE TO A CHURCH AND A JOG IN THE STREET, TURN
 LL1320'SLIGHTLY LEFT (S) ONTO LONGS PEAK AVENUE AND CONTINUE W TO
 LL1320'SUNSET DRIVE, CONTINUE STRAIGHT AHEAD ACROSS SUNSET DRIVE INTO
 LL1320'THE DRIVEWAY OF THE WATERWORKS AND THE STATION JUST N OF
 LL1320'THE S RESERVOIR.
 LL1320'
 LL1320'TO REACH THE AZIMUTH MARK FROM THE STATION, GO E TO SUNSET
 LL1320'DRIVE, TURN N ON SUNSET DRIVE AND GO 0.2 MI. TO 9TH AVENUE,
 LL1320'TURN RIGHT AND GO 0.25 MI. ON 9TH AVENUE TO THE MAILBOX AND
 LL1320'RESIDENCE OF MR. F.H. LOOMILLER ON THE N SIDE OF THE STREET,
 LL1320'TURN LEFT INTO THE DRIVEWAY OF MR. LOOMILLERS RESIDENCE AND
 LL1320'CONTINUE N IN A CATTLE LANE FOR 0.25 MI. TO THE END OF THE
 LL1320'LANE AND THREE GATES, TURN LEFT THROUGH THE W GATE AND GO
 LL1320'32 PACES TO THE MARK NEAR THE E-W FENCE LINE.
 LL1320
 LL1320                          STATION RECOVERY (1957)
 LL1320
 LL1320'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1957 (KLB)
 LL1320'LETTER OF MR. KENNETH L. BURNS, CITY ENGR., CITY OF LONGMONT
 LL1320'ENGINEERING DEPT., DATED DECEMBER 2, 1957--
 LL1320'
 LL1320'REFERENCE MARK NO. 2 WAS DESTROYED BY CONSTRUCTION IN THE AREA.
 LL1320'
 LL1320'REFERENCE MARK DISK STAMPED LONGMONT 2 NO 2 1954 RECEIVED
 LL1320'IN WASHINGTON OFFICE.
 LL1320
 LL1320                          STATION RECOVERY (1966)
 LL1320
 LL1320'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 LL1320'STATION RECOVERED AS DESCRIBED AND STATION AND R.M. NO. 1
 LL1320'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK AND R.M. NO. 2 HAVE
 LL1320'BEEN DESTROYED.  NO OBJECTS WERE VISIBLE FROM THE GROUND AT
 LL1320'TIME OF RECOVERY.  R.M. NO. 1 WAS NOT VISIBLE FROM THE GROUND
 LL1320'AT THE STATION.  SOME ADDITIONAL MEASUREMENTS WERE MADE TO
 LL1320'THE STATION AND R.M. NO. 1.
 LL1320'
 LL1320'THE STATION IS BETWEEN TWO LARGE OPEN RESERVOIRS, 44.66 FEET
 LL1320'WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE SOUTH RESERVOIR,
 LL1320'29.45 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A SQUARE
 LL1320'CONCRETE STRUCTURE, 29.18 FEET EAST OF THE SOUTHEAST CORNER OF
 LL1320'THE STRUCTURE, 11.91 FEET SOUTH OF THE SOUTH SIDE OF THE NORTH
 LL1320'RESERVOIR AND 1.88 FEET NORTH OF THE NORTH SIDE OF THE SOUTH
 LL1320'RESERVOIR.
 LL1320'
 LL1320'THE REFERENCE MARK IS NORTHEAST OF THE STATION, 27.9 FEET
 LL1320'WEST OF THE NORTHEAST CORNER OF THE FENCE AROUND RESERVOIRS,
 LL1320'3.1 FEET SOUTH OF THE NORTH FENCE AND 2 FEET SOUTHEAST OF A POLE.
 LL1320'
 LL1320'THE ORIGINAL DESCRIPTION TO REACH THE STATION IS ADEQUATE
 LL1320'FOR RECOVERY.
 LL1320
 LL1320                          STATION RECOVERY (1975)
 LL1320
 LL1320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LL1320'STATION WAS SEARCHED FOR.  THE ONLY MARK FOUND WAS REFERENCE MARK
 LL1320'NUMBER 1.  IT IS IN GOOD CONDITION.
 LL1320'
 LL1320'THERE HAS BEEN SOME FILLING AND LANDSCAPING AT THE RESERVOIR AND THE
 LL1320'RESERVOIR EXPANDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1428 ***********************************************************************
 LL1428  DESIGNATION -  LONGMONT GREEN TANK
 LL1428  PID         -  LL1428
 LL1428  STATE/COUNTY-  CO/WELD
 LL1428  USGS QUAD   -  LONGMONT (1979)
 LL1428
 LL1428                         *CURRENT SURVEY CONTROL
 LL1428  ___________________________________________________________________
 LL1428* NAD 83(1992)-  40 13 56.77176(N)    105 03 17.22278(W)     ADJUSTED  
 LL1428* NAVD 88     -                                                        
 LL1428  ___________________________________________________________________
 LL1428  LAPLACE CORR-         -11.98  (seconds)                    DEFLEC99
 LL1428  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 LL1428
 LL1428  HORZ ORDER  -  THIRD
 LL1428
 LL1428.The horizontal coordinates were established by classical geodetic methods
 LL1428.and adjusted by the National Geodetic Survey in January 1993..
 LL1428
 LL1428
 LL1428.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1428
 LL1428.The geoid height was determined by GEOID03.
 LL1428
 LL1428;                    North         East     Units Scale Factor Converg.
 LL1428;SPC CO N     -   404,723.591   952,289.518   MT  0.99995690   +0 17 15.6
 LL1428;SPC CO N     - 1,327,830.65  3,124,303.19   sFT  0.99995690   +0 17 15.6
 LL1428;UTM  13      - 4,453,557.366   495,339.540   MT  0.99960027   -0 02 07.4
 LL1428
 LL1428                          SUPERSEDED SURVEY CONTROL
 LL1428
 LL1428  NAD 83(1986)-  40 13 56.75801(N)    105 03 17.21780(W) AD(       ) 4
 LL1428
 LL1428.Superseded values are not recommended for survey control.
 LL1428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1428.See file dsdata.txt to determine how the superseded data were derived.
 LL1428
 LL1428_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE9534053557(NAD 83)
 LL1428_MARKER: 51 = TANK
 LL1428
 LL1428  HISTORY     - Date     Condition        Report By
 LL1428  HISTORY     - 1985     FIRST OBSERVED   NGS
 LL1428
 LL1428                          STATION DESCRIPTION
 LL1428
 LL1428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 LL1428'THE STATION IS LOCATED ABOUT 7.7 KM (4.8 MI) NORTH-NORTHEAST OF
 LL1428'LONGMONT, 3.4 KM (2.1 MI) SOUTH OF THE LARIMER COUNTY LINE AND ON
 LL1428'THE BOULDER-WELD COUNTY LINE.  IT IS IN THE SOUTHWEST QUARTER OF
 LL1428'SECTION 7, R 68 W, T 3 N.
 LL1428'
 LL1428'THE TOP CENTER OF THE VENT WAS INTERSECTED.  THE TANK IS LIGHT
 LL1428'GREEN AND ABOUT 50 FT. TALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1429 ***********************************************************************
 LL1429  DESIGNATION -  LONGMONT KLMO RADIO MAST
 LL1429  PID         -  LL1429
 LL1429  STATE/COUNTY-  CO/BOULDER
 LL1429  USGS QUAD   -  HYGIENE (1979)
 LL1429
 LL1429                         *CURRENT SURVEY CONTROL
 LL1429  ___________________________________________________________________
 LL1429* NAD 83(1992)-  40 11 27.76543(N)    105 07 37.24709(W)     ADJUSTED  
 LL1429* NAVD 88     -                                                        
 LL1429  ___________________________________________________________________
 LL1429  LAPLACE CORR-         -13.86  (seconds)                    DEFLEC99
 LL1429  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 LL1429
 LL1429  HORZ ORDER  -  THIRD
 LL1429
 LL1429.The horizontal coordinates were established by classical geodetic methods
 LL1429.and adjusted by the National Geodetic Survey in January 1993..
 LL1429
 LL1429
 LL1429.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1429
 LL1429.The geoid height was determined by GEOID03.
 LL1429
 LL1429;                    North         East     Units Scale Factor Converg.
 LL1429;SPC CO N     -   400,099.507   946,162.232   MT  0.99995739   +0 14 27.6
 LL1429;SPC CO N     - 1,312,659.80  3,104,200.59   sFT  0.99995739   +0 14 27.6
 LL1429;UTM  13      - 4,448,969.535   489,188.475   MT  0.99960144   -0 04 55.1
 LL1429
 LL1429                          SUPERSEDED SURVEY CONTROL
 LL1429
 LL1429  NAD 83(1986)-  40 11 27.75314(N)    105 07 37.24891(W) AD(       ) 4
 LL1429
 LL1429.Superseded values are not recommended for survey control.
 LL1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1429.See file dsdata.txt to determine how the superseded data were derived.
 LL1429
 LL1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE8918848970(NAD 83)
 LL1429_MARKER: 42 = RADIO/TV MAST
 LL1429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1429+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2004
 LL1429
 LL1429  HISTORY     - Date     Condition        Report By
 LL1429  HISTORY     - 1985     FIRST OBSERVED   NGS
 LL1429  HISTORY     - 19971002 GOOD             USPSQD
 LL1429  HISTORY     - 20010331 GOOD             NGS
 LL1429  HISTORY     - 20040224 GOOD             USPSQD
 LL1429
 LL1429                          STATION DESCRIPTION
 LL1429
 LL1429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 LL1429'THE STATION IS LOCATED ABOUT 2.4 KM (1.5 MI) NORTHWEST OF DOWNTOWN
 LL1429'LONGMONT, 0.3 KM (0.2 MI) NORTH OF 19TH AVENUE, DIRECTLY NORTH OF
 LL1429'THE ENTRANCE OF THE U.S. DEPT. OF TRANSPORTATION, FAA AIR ROUTE
 LL1429'TRAFFIC CONTROL CENTER AT 2211 19TH AVENUE AND THE SOUTHWEST
 LL1429'QUARTER OF SECTION 28, T 3 N, R 69 W.
 LL1429'
 LL1429'THE TOP CENTER OF THE TOP LIGHT WAS INTERSECTED.  THE MAST IS 200 FT
 LL1429'TALL AND PAINTED RED AND WHITE IN ALTERNATING SECTIONS.
 LL1429
 LL1429                          STATION RECOVERY (1997)
 LL1429
 LL1429'RECOVERY NOTE BY US POWER SQUADRON 1997
 LL1429'RECOVERED IN GOOD CONDITION.
 LL1429
 LL1429                          STATION RECOVERY (2001)
 LL1429
 LL1429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL1429'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL1429
 LL1429                          STATION RECOVERY (2004)
 LL1429
 LL1429'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL1429'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1430 ***********************************************************************
 LL1430  DESIGNATION -  LONGMONT SUNSET PARK TANK
 LL1430  PID         -  LL1430
 LL1430  STATE/COUNTY-  CO/BOULDER
 LL1430  USGS QUAD   -  LONGMONT (1979)
 LL1430
 LL1430                         *CURRENT SURVEY CONTROL
 LL1430  ___________________________________________________________________
 LL1430* NAD 83(1992)-  40 10 13.05036(N)    105 07 19.77564(W)     ADJUSTED  
 LL1430* NAVD 88     -                                                        
 LL1430  ___________________________________________________________________
 LL1430  LAPLACE CORR-         -13.44  (seconds)                    DEFLEC99
 LL1430  GEOID HEIGHT-         -16.69  (meters)                     GEOID03
 LL1430
 LL1430  HORZ ORDER  -  THIRD
 LL1430
 LL1430.The horizontal coordinates were established by classical geodetic methods
 LL1430.and adjusted by the National Geodetic Survey in January 1993..
 LL1430
 LL1430
 LL1430.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1430
 LL1430.The geoid height was determined by GEOID03.
 LL1430
 LL1430;                    North         East     Units Scale Factor Converg.
 LL1430;SPC CO N     -   397,796.870   946,585.304   MT  0.99995783   +0 14 38.9
 LL1430;SPC CO N     - 1,305,105.23  3,105,588.62   sFT  0.99995783   +0 14 38.9
 LL1430;UTM  13      - 4,446,665.371   489,598.416   MT  0.99960133   -0 04 43.7
 LL1430
 LL1430                          SUPERSEDED SURVEY CONTROL
 LL1430
 LL1430  NAD 83(1986)-  40 10 13.03955(N)    105 07 19.77563(W) AD(       ) 4
 LL1430
 LL1430.Superseded values are not recommended for survey control.
 LL1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1430.See file dsdata.txt to determine how the superseded data were derived.
 LL1430
 LL1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE8959846665(NAD 83)
 LL1430_MARKER: 53 = ELEVATED TANK
 LL1430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1430+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2004
 LL1430
 LL1430  HISTORY     - Date     Condition        Report By
 LL1430  HISTORY     - 1985     FIRST OBSERVED   NGS
 LL1430  HISTORY     - 20040224 GOOD             USPSQD
 LL1430  HISTORY     - 20060610 GOOD             INDIV
 LL1430
 LL1430                          STATION DESCRIPTION
 LL1430
 LL1430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 LL1430'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) WEST OF DOWNTOWN
 LL1430'LONGMONT IN SUNSET PARK AND GOLF COURSE, IN THE NORTHEAST CORNER OF
 LL1430'THE PARK NEAR THE INTERSECTIONS OF SUNSET STREET AND LONGS PEAK
 LL1430'AVENUE AND IN THE NORTHWEST QUARTER OF SECTION 4, T 2 N, R 69 W.
 LL1430'
 LL1430'THE TOP CENTER OF THE TANK WAS INTERSECTED.  ON THE EAST SIDE OF
 LL1430'THE WHITE ELEVATED TANK IS PAINTED---LONGMONT--- AND ON THE
 LL1430'WESTSIDE IS A LADDER THAT RUNS UP TO THE TOP.  THE TANK IS ABOUT
 LL1430'100 FT TALL AND IS SUPPORTED BY ONE LEG.
 LL1430
 LL1430                          STATION RECOVERY (2004)
 LL1430
 LL1430'RECOVERY NOTE BY US POWER SQUADRON 2004
 LL1430'RECOVERED IN GOOD CONDITION.
 LL1430
 LL1430                          STATION RECOVERY (2006)
 LL1430
 LL1430'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (CWD)
 LL1430'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1168 ***********************************************************************
 JK1168  DESIGNATION -  LONGS
 JK1168  PID         -  JK1168
 JK1168  STATE/COUNTY-  CO/EL PASO
 JK1168  USGS QUAD   -  FALCON NW (1994)
 JK1168
 JK1168                         *CURRENT SURVEY CONTROL
 JK1168  ___________________________________________________________________
 JK1168* NAD 83(1992)-  38 56 32.79363(N)    104 42 42.99096(W)     ADJUSTED  
 JK1168* NAVD 88     -      2144.5    (meters)    7036.     (feet)  VERTCON   
 JK1168  ___________________________________________________________________
 JK1168  LAPLACE CORR-          -8.33  (seconds)                    DEFLEC99
 JK1168  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 JK1168
 JK1168  HORZ ORDER  -  THIRD
 JK1168
 JK1168.The horizontal coordinates were established by classical geodetic methods
 JK1168.and adjusted by the National Geodetic Survey in January 1993..
 JK1168
 JK1168.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1168
 JK1168.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1168
 JK1168.The geoid height was determined by GEOID03.
 JK1168
 JK1168;                    North         East     Units Scale Factor Converg.
 JK1168;SPC CO C     -   428,215.787   982,718.764   MT  0.99993972   +0 29 49.3
 JK1168;SPC CO C     - 1,404,904.63  3,224,136.48   sFT  0.99993972   +0 29 49.3
 JK1168;UTM  13      - 4,310,428.860   524,963.672   MT  0.99960767   +0 10 51.8
 JK1168
 JK1168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1168!SPC CO C     -   0.99966636  x   0.99993972  =   0.99960610
 JK1168!UTM  13      -   0.99966636  x   0.99960767  =   0.99927417
 JK1168
 JK1168:                Primary Azimuth Mark                     Grid Az
 JK1168:SPC CO C     -  6882.8 TG                                201 53 47.9
 JK1168:UTM  13      -  6882.8 TG                                202 12 45.4
 JK1168
 JK1168|---------------------------------------------------------------------|
 JK1168| PID    Reference Object                     Distance      Geod. Az  |
 JK1168|                                                           dddmmss.s |
 JK1168| JK1170 6882.8 TG                           APPROX. 3.9 KM 2022337.2 |
 JK1168|---------------------------------------------------------------------|
 JK1168
 JK1168                          SUPERSEDED SURVEY CONTROL
 JK1168
 JK1168  NAD 83(1986)-  38 56 32.78525(N)    104 42 42.98671(W) AD(       ) 3
 JK1168  NAD 27      -  38 56 32.81737(N)    104 42 41.08694(W) AD(       ) 3
 JK1168  NGVD 29 (07/19/86) 2143.3    (m)         7032.     (f) VERT ANG       
 JK1168
 JK1168.Superseded values are not recommended for survey control.
 JK1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1168.See file dsdata.txt to determine how the superseded data were derived.
 JK1168
 JK1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED2496410429(NAD 83)
 JK1168_MARKER: DD = SURVEY DISK
 JK1168_SETTING: 66 = SET IN ROCK OUTCROP
 JK1168
 JK1168  HISTORY     - Date     Condition        Report By
 JK1168  HISTORY     - 1947     MONUMENTED       USGS
 JK1168  HISTORY     - 1958     GOOD             USGS
 JK1168  HISTORY     - 1981     GOOD             NGS
 JK1168
 JK1168                          STATION DESCRIPTION
 JK1168
 JK1168'DESCRIBED BY US GEOLOGICAL SURVEY 1958
 JK1168'STATION IS LOCATED IN SEC. 6, T 13 S, R 65 W, APPROXIMATELY 10 MI. NE.
 JK1168'OF THE COLORADO SPRINGS POST OFFICE.
 JK1168'
 JK1168'TO REACH BY AUTO, TRAVEL N. ON U.S. HIGHWAY 85 2.0 MI. FROM THE
 JK1168'COLORADO SPRINGS POST OFFICE TO INTERSECTION WITH STATE HIGHWAY 189,
 JK1168'THENCE RIGHT (NORTHEASTERLY) ALONG STATE HIGHWAY 189 8.7 MI. TO
 JK1168'FARMHOUSE ON THE LEFT (W.)  STATION IS APPROXIMATELY 1500 FT. NW. ON
 JK1168'GRASSY KNOLL WHICH IS HIGHEST POINT IN VICINITY.
 JK1168'
 JK1168'REPORTED TO BE IN GOOD CONDITION.
 JK1168'
 JK1168'STATION MARK--STANDARD TABLET SET IN ROCK LEDGE AND STAMPED ---LONGS
 JK1168'1947---.
 JK1168'
 JK1168'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN ROCK LEDGE AND
 JK1168'STAMPED ---LONGS RM 1---, DISTANCE FROM STATION 47.2 FT.,
 JK1168'S 52 DEG 08 MIN E.
 JK1168'
 JK1168'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN AN 8 X 8 X 48
 JK1168'IN. CONCRETE POST PROJECTING 4 IN. ABOVE THE GROUND AND STAMPED
 JK1168'---LONGS RM 2---, DISTANCE FROM STATION 73.8 FT., S 36 DEG 04 MIN W.
 JK1168
 JK1168                          STATION RECOVERY (1981)
 JK1168
 JK1168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (RMM)
 JK1168'THE STATION, RM 1, AND RM 2 WERE RECOVERED IN GOOD CONDITION AS
 JK1168'DESCRIBED.
 JK1168'
 JK1168'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES NE OF
 JK1168'COLORADO SPRINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1346 ***********************************************************************
 LL1346  DESIGNATION -  LONGS PEAK
 LL1346  PID         -  LL1346
 LL1346  STATE/COUNTY-  CO/BOULDER
 LL1346  USGS QUAD   -  LONGS PEAK (1978)
 LL1346
 LL1346                         *CURRENT SURVEY CONTROL
 LL1346  ___________________________________________________________________
 LL1346* NAD 83(1992)-  40 15 18.04872(N)    105 36 54.41503(W)     ADJUSTED  
 LL1346* NAVD 88     -      4346.     (meters)   14259.     (feet)  SCALED    
 LL1346  ___________________________________________________________________
 LL1346  LAPLACE CORR-         -14.23  (seconds)                    DEFLEC99
 LL1346  GEOID HEIGHT-         -12.24  (meters)                     GEOID03
 LL1346
 LL1346  HORZ ORDER  -  FIRST
 LL1346
 LL1346.The horizontal coordinates were established by classical geodetic methods
 LL1346.and adjusted by the National Geodetic Survey in January 1993..
 LL1346
 LL1346.The orthometric height was scaled from a topographic map.
 LL1346
 LL1346.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1346
 LL1346.The geoid height was determined by GEOID03.
 LL1346
 LL1346;                    North         East     Units Scale Factor Converg.
 LL1346;SPC CO N     -   407,141.653   904,608.782   MT  0.99995685   -0 04 27.8
 LL1346;SPC CO N     - 1,335,763.91  2,967,870.65   sFT  0.99995685   -0 04 27.8
 LL1346;UTM  13      - 4,456,243.303   447,689.619   MT  0.99963368   -0 23 51.0
 LL1346
 LL1346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1346!SPC CO N     -   0.99932066  x   0.99995685  =   0.99927754
 LL1346!UTM  13      -   0.99932066  x   0.99963368  =   0.99895459
 LL1346
 LL1346:                Primary Azimuth Mark                     Grid Az
 LL1346:SPC CO N     -  LONGS PEAK AZ MK                         016 49 43.7
 LL1346:UTM  13      -  LONGS PEAK AZ MK                         017 09 06.9
 LL1346
 LL1346|---------------------------------------------------------------------|
 LL1346| PID    Reference Object                     Distance      Geod. Az  |
 LL1346|                                                           dddmmss.s |
 LL1346| CP7662 LONGS PEAK AZ MK                                   0164515.9 |
 LL1346| CP7663 LONGS PEAK RM 1                       5.098 METERS 04142     |
 LL1346| LL1347 14255                                 4.197 METERS 07845     |
 LL1346| CP7664 LONGS PEAK RM 2                       4.042 METERS 16253     |
 LL1346|---------------------------------------------------------------------|
 LL1346
 LL1346                          SUPERSEDED SURVEY CONTROL
 LL1346
 LL1346  NAD 83(1986)-  40 15 18.04137(N)    105 36 54.40947(W) AD(       ) 1
 LL1346  NAD 27      -  40 15 18.09400(N)    105 36 52.40400(W) AD(       ) 1
 LL1346
 LL1346.Superseded values are not recommended for survey control.
 LL1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1346.See file dsdata.txt to determine how the superseded data were derived.
 LL1346
 LL1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE4769056243(NAD 83)
 LL1346_MARKER: DS = TRIANGULATION STATION DISK
 LL1346_SETTING: 80 = SET IN A BOULDER
 LL1346_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 LL1346
 LL1346  HISTORY     - Date     Condition        Report By
 LL1346  HISTORY     - 1939     MONUMENTED       CGS
 LL1346
 LL1346                          STATION DESCRIPTION
 LL1346
 LL1346'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ)
 LL1346'STATION IS LOCATED 8 MILES SOUTH AND 5 MILES WEST OF ESTES PARK,
 LL1346'COLORADO ON THE SUMMIT OF LONGS PEAK, WHICH IS WELL KNOWN
 LL1346'AND THE HIGHEST IN THE VICINITY, ELEVATION 14,255 FEET ABOVE
 LL1346'SEA LEVEL.
 LL1346'
 LL1346'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 34 WITH STATE
 LL1346'HIGHWAYS 66 AND 7 AT THE NORTH END OF ESTES PARK, TURN RIGHT
 LL1346'ON HIGHWAY 66 AND 7 AND CONTINUE 0.4 MILE TO THEIR JUNCTION.
 LL1346'TURN RIGHT AND FOLLOW STATE HIGHWAY 7 FOR 8.9 MILES TO GRADED
 LL1346'ROAD, RIGHT, AND SIGNS, TRAIL TO LONGS PEAK AND HEWES-KIRKWOOD
 LL1346'INN.  TURN RIGHT ONTO GRADED ROAD AND GO 0.5 MILE TO THE
 LL1346'HEWES-KIRKWOOD INN, WHERE HORSES MAY BE OBTAINED IF DESIRED.
 LL1346'CONTINUE ON GRADED ROAD 0.7 MILES TO THE LONGS PEAK PUBLIC
 LL1346'CAMP GROUND AND THE END OF TRUCK TRAVEL.  PACK WESTERLY AND
 LL1346'SOUTHWESTERLY ABOUT 6 MILES TO THE BOULDER FIELD SHELTER
 LL1346'CABIN, WHICH IS THE END OF HORSE TRAVEL.  THENCE CLIMB
 LL1346'NORTHERLY FACE OF THE PEAK TO THE SUMMIT.
 LL1346'
 LL1346'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 LL1346'IN A BOULDER.
 LL1346'
 LL1346'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION AND AT
 LL1346'ABOUT THE SAME ELEVATION.  REFERENCE MARK NO. 2 IS SOUTH-SOUTHEAST
 LL1346'OF THE STATION AND AT ABOUT THE SAME ELEVATION.  A STANDARD
 LL1346'USGS BENCH MARK IS EAST-NORTHEAST OF THE STATION ON TOP OF
 LL1346'A LARGE BOULDER, WHICH IS THE HIGHEST POINT ON THE PEAK.  THE
 LL1346'ELEVATION, 14,255 FEET, IS STAMPED ON THIS MARK, AND IT IS
 LL1346'ABOUT 5 FEET ABOVE THE STATION MARK.
 LL1346'
 LL1346'THE AZIMUTH MARK IS ABOUT 1-1/2 MILES, AIRLINE, NORTH-NORTHEAST
 LL1346'AND ABOUT 2,000 FEET LOWER.  IT IS ON THE SOUTH SIDE OF THE
 LL1346'TRAIL LEADING TO THE SHELTER HOUSE AND ABOUT 30 FEET EAST
 LL1346'OF A SIGN READING BOULDER FIELD SHELTER CABIN 1.5 MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0466 ***********************************************************************
 HL0466  DESIGNATION -  LOOKOUT
 HL0466  PID         -  HL0466
 HL0466  STATE/COUNTY-  CO/RIO GRANDE
 HL0466  USGS QUAD   -  DEL NORTE (1966)
 HL0466
 HL0466                         *CURRENT SURVEY CONTROL
 HL0466  ___________________________________________________________________
 HL0466* NAD 83(1992)-  37 40 16.65462(N)    106 21 35.03144(W)     ADJUSTED  
 HL0466* NAVD 88     -      2585.4    (meters)    8482.     (feet)  VERTCON   
 HL0466  ___________________________________________________________________
 HL0466  LAPLACE CORR-          -3.98  (seconds)                    DEFLEC99
 HL0466  GEOID HEIGHT-         -16.14  (meters)                     GEOID03
 HL0466
 HL0466  HORZ ORDER  -  FIRST
 HL0466
 HL0466.The horizontal coordinates were established by classical geodetic methods
 HL0466.and adjusted by the National Geodetic Survey in January 1993..
 HL0466
 HL0466.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0466
 HL0466.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0466
 HL0466.The geoid height was determined by GEOID03.
 HL0466
 HL0466;                    North         East     Units Scale Factor Converg.
 HL0466;SPC CO S     -   416,646.666   838,558.645   MT  0.99994942   -0 31 38.4
 HL0466;SPC CO S     - 1,366,948.27  2,751,171.15   sFT  0.99994942   -0 31 38.4
 HL0466;UTM  13      - 4,170,214.976   380,085.488   MT  0.99977711   -0 49 51.9
 HL0466
 HL0466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0466!SPC CO S     -   0.99959699  x   0.99994942  =   0.99954643
 HL0466!UTM  13      -   0.99959699  x   0.99977711  =   0.99937419
 HL0466
 HL0466:                Primary Azimuth Mark                     Grid Az
 HL0466:SPC CO S     -  LOOKOUT AZ MK                            040 25 10.9
 HL0466:UTM  13      -  LOOKOUT AZ MK                            040 43 24.4
 HL0466
 HL0466|---------------------------------------------------------------------|
 HL0466| PID    Reference Object                     Distance      Geod. Az  |
 HL0466|                                                           dddmmss.s |
 HL0466| CM7582 LOOKOUT AZ MK                                      0395332.5 |
 HL0466| HL0464 DEL NORTE ST JOSEPH HOSP STK        APPROX. 1.6 KM 0574244.2 |
 HL0466| CM7583 LOOKOUT RM 1                          5.165 METERS 10629     |
 HL0466| CM7584 LOOKOUT RM 2                          5.230 METERS 21435     |
 HL0466|---------------------------------------------------------------------|
 HL0466
 HL0466                          SUPERSEDED SURVEY CONTROL
 HL0466
 HL0466  NAD 83(1986)-  37 40 16.65389(N)    106 21 35.03919(W) AD(       ) 1
 HL0466  NAD 27      -  37 40 16.64400(N)    106 21 32.90700(W) AD(       ) 1
 HL0466  NGVD 29 (07/19/86) 2584.0    (m)         8478.     (f) VERT ANG       
 HL0466
 HL0466.Superseded values are not recommended for survey control.
 HL0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0466.See file dsdata.txt to determine how the superseded data were derived.
 HL0466
 HL0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB8008570215(NAD 83)
 HL0466_MARKER: DS = TRIANGULATION STATION DISK
 HL0466_SETTING: 66 = SET IN ROCK OUTCROP
 HL0466
 HL0466  HISTORY     - Date     Condition        Report By
 HL0466  HISTORY     - 1958     MONUMENTED       CGS
 HL0466
 HL0466                          STATION DESCRIPTION
 HL0466
 HL0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 HL0466'STATION IS ON A LOW BARE, ROCKY BUTTE, KNOWN AS LOOKOUT MOUNTAIN.
 HL0466'IT HAS A LARGE LETTER D ON THE NORTHEAST SIDE AND CAN BE SEEN
 HL0466'FOR MILES.  IT IS IN THE SOUTHWEST EDGE OF DEL NORTE.  THE
 HL0466'CITY RESERVOIR IS ON THE NORTHEAST SIDE.  ELEVATION 8,500
 HL0466'FEET.
 HL0466'
 HL0466'TO REACH FROM THE POST OFFICE IN DEL NORTE, GO SOUTH ON COLUMBIA
 HL0466'STREET FOR 0.55 MILE TO THE END OF THE PAVED STREET, CONTINUE
 HL0466'SOUTH, THEN WEST ON TRACK ROAD FOR 0.15 MILE TO A T-ROAD,
 HL0466'TURN RIGHT, NORTH ON TRACK ROAD FOR 0.2 MILE TO A CONCRETE
 HL0466'BUILDING AND END OF TRUCK TRAVEL.  THE AZIMUTH MARK IS EAST
 HL0466'OF THE NORTHEAST CORNER OF CONCRETE BUILDING.  FROM HERE PACK
 HL0466'SOUTHWEST UP GOOD TRAIL FOR ABOUT 1/4 MILE TO THE HIGHEST
 HL0466'POINT AND STATION AT THREE POWERLINE POLES.
 HL0466'
 HL0466'STATION MARK IS A STANDARD DISK, STAMPED LOOKOUT 1958, SET
 HL0466'IN DRILL HOLE IN BEDROCK FLUSH WITH THE GROUND SURFACE.  IT IS
 HL0466'37 FEET WEST OF THE CENTER ONE OF THREE POWERLINE POLES AND
 HL0466'15 FEET EAST OF THE WEST EDGE OF HILL.  NO WITNESS POST WAS
 HL0466'SET.
 HL0466'
 HL0466'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LOOKOUT NO 1 1958,
 HL0466'SET IN A DRILL HOLE IN OUTCROPPING ROCK MEASURING 3 X 2 FEET
 HL0466'AND PROJECTING 2 FEET.  IT IS 31 FEET EAST OF THE WEST EDGE
 HL0466'OF HILL AND 22 FEET WEST OF THE CENTER ONE OF THREE POWERLINE
 HL0466'POLES.
 HL0466'
 HL0466'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LOOKOUT NO 2 1958,
 HL0466'SET IN A DRILL HOLE IN OUTCROPPING ROCK MEASURING 4 X 3 FEET
 HL0466'AND PROJECTING 3 INCHES.  IT IS 49 FEET WEST OF THE CENTER
 HL0466'ONE OF THREE POWERLINE POLES AND 3 FEET EAST OF THE WEST EDGE
 HL0466'OF HILL.
 HL0466'
 HL0466'AZIMUTH MARK IS A STANDARD DISK, STAMPED LOOKOUT 1958, SET IN
 HL0466'A DRILL HOLE IN OUTCROPPING ROCK MEASURING 5 X 3 FEET AND
 HL0466'PROJECTS 3 INCHES.  IT IS 98 FEET WEST-NORTHWEST OF A POWERLINE
 HL0466'POLE AND 72 FEET EAST OF THE NORTHEAST CORNER OF A CONCRETE
 HL0466'BUILDING.  NO WITNESS POST WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0477 ***********************************************************************
 HL0477  DESIGNATION -  LOOKOUT
 HL0477  PID         -  HL0477
 HL0477  STATE/COUNTY-  CO/SAGUACHE
 HL0477  USGS QUAD   -  LOOKOUT MOUNTAIN (1967)
 HL0477
 HL0477                         *CURRENT SURVEY CONTROL
 HL0477  ___________________________________________________________________
 HL0477* NAD 83(1992)-  37 59 13.53787(N)    106 28 46.74355(W)     ADJUSTED  
 HL0477* NAVD 88     -      3512.     (meters)   11522.     (feet)  SCALED    
 HL0477  ___________________________________________________________________
 HL0477  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 HL0477  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 HL0477
 HL0477  HORZ ORDER  -  SECOND
 HL0477
 HL0477.The horizontal coordinates were established by classical geodetic methods
 HL0477.and adjusted by the National Geodetic Survey in January 1993..
 HL0477
 HL0477.The orthometric height was scaled from a topographic map.
 HL0477
 HL0477.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0477
 HL0477.The geoid height was determined by GEOID03.
 HL0477
 HL0477;                    North         East     Units Scale Factor Converg.
 HL0477;SPC CO S     -   451,798.794   828,347.565   MT  0.99994895   -0 36 03.2
 HL0477;SPC CO S     - 1,482,276.54  2,717,670.30   sFT  0.99994895   -0 36 03.2
 HL0477;UTM  13      - 4,205,415.834   370,064.296   MT  0.99980794   -0 54 39.0
 HL0477
 HL0477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0477!SPC CO S     -   0.99945164  x   0.99994895  =   0.99940062
 HL0477!UTM  13      -   0.99945164  x   0.99980794  =   0.99925968
 HL0477
 HL0477|---------------------------------------------------------------------|
 HL0477| PID    Reference Object                     Distance      Geod. Az  |
 HL0477|                                                           dddmmss.s |
 HL0477| CM7580 LOOKOUT RM 1                         16.401 METERS 05122     |
 HL0477| CM7581 LOOKOUT RM 2                          7.431 METERS 14845     |
 HL0477| CM7579 LOOKOUT AZ MK                                      2380937.1 |
 HL0477| HL0476 LOOKOUT TOWER                         7.190 METERS 28219     |
 HL0477|---------------------------------------------------------------------|
 HL0477
 HL0477                          SUPERSEDED SURVEY CONTROL
 HL0477
 HL0477  NAD 83(1986)-  37 59 13.53560(N)    106 28 46.75176(W) AD(       ) 2
 HL0477  NAD 27      -  37 59 13.54600(N)    106 28 44.62000(W) AD(       ) 2
 HL0477
 HL0477.Superseded values are not recommended for survey control.
 HL0477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0477.See file dsdata.txt to determine how the superseded data were derived.
 HL0477
 HL0477_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC7006405416(NAD 83)
 HL0477_MARKER: DS = TRIANGULATION STATION DISK
 HL0477_SETTING: 66 = SET IN ROCK OUTCROP
 HL0477_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 HL0477
 HL0477  HISTORY     - Date     Condition        Report By
 HL0477  HISTORY     - 1936     MONUMENTED       CGS
 HL0477  HISTORY     - 1962     GOOD             CGS
 HL0477
 HL0477                          STATION DESCRIPTION
 HL0477
 HL0477'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 HL0477'STATION IS ON THE SUMMIT OF A TIMBERED MOUNTAIN, KNOWN AS
 HL0477'LOOKOUT MOUNTAIN, IN THE LA GARITA MOUNTAINS AND THE COCHETEPA
 HL0477'NATIONAL FOREST, ABOUT 1-1/2 MILES NE OF THE S FORK OF CARNERO
 HL0477'CREEK AND ABOUT 12-1/2 MILES W AND 10 MILES N OF LA GARITA,
 HL0477'COLORADO.  MARK IS FLUSH WITH THE GROUND.
 HL0477'
 HL0477'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN A
 HL0477'DEPRESSION IN OUTCROPPING BEDROCK.
 HL0477'
 HL0477'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS WEDGED
 HL0477'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 HL0477'
 HL0477'REFERENCE MARK NO. 1 IS ENE OF THE STATION, 11 PACES NW OF
 HL0477'EDGE OF LEDGE.  IT IS FLUSH.
 HL0477'
 HL0477'REFERENCE MARK NO. 2 IS S OF STATION, 6 PACES NW OF LEDGE.
 HL0477'IT IS FLUSH WITH THE GROUND.
 HL0477'
 HL0477'AZIMUTH MARK IS APPROXIMATELY 0.10 MILE W OF STATION ON
 HL0477'RIDGE RUNNING WSW OF THE STATION.  IT IS FLUSH WITH THE
 HL0477'GROUND.
 HL0477'
 HL0477'TO REACH FROM THE POST OFFICE IN LA GARITA, GO W 0.6 MILE
 HL0477'TO FORKS.  TAKE RIGHT FORK AND FOLLOW MAIN DIRT AND GRAVEL
 HL0477'ROAD UP CARNERO CREEK FOR 10.35 MILES TO FORKS.  TAKE LEFT
 HL0477'FORK AND FOLLOW S CARNERO ROAD FOR 4.35 MILES AND PASS
 HL0477'HOUSE ON RIGHT OPPOSITE SMALL PARK ON LEFT.  GO 3.05 MILES
 HL0477'TO FORKS.  TAKE RIGHT FORK ALONG FENCE AND GO 0.9 MILE TO
 HL0477'WHERE ROAD TURNS LEFT AT CABIN.  TURN LEFT AND FOLLOW MAIN
 HL0477'ROAD UP VALLEY FOR 0.7 MILE TO END OF TRUCK TRAVEL.  FROM
 HL0477'HERE THE STATION CAN BE SEEN BEARING N 15 DEG E.  WALK N
 HL0477'UP TRAIL ABOUT 1/3 MILE TO AREA OF DEAD TREES.  THENCE
 HL0477'NORTHEASTERLY 1/2 MILE TO SUMMIT OF MOUNTAIN AND STATION.
 HL0477'
 HL0477'LIGHTS SHOWN FROM A 64-FOOT TOWER AT HOOPER (U.S.G.S.) AND
 HL0477'FROM THE GROUND AT LA GARITA WERE VISIBLE FROM THE GROUND
 HL0477'AT THIS STATION.
 HL0477
 HL0477                          STATION RECOVERY (1962)
 HL0477
 HL0477'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (AWH)
 HL0477'RECOVERED IN GOOD CONDITION.  STATION IS LOCATED ON THE SUMMIT
 HL0477'OF A TIMBERED MOUNTAIN KNOWN AS TOWER MOUNTAIN IN THE LA CARITA
 HL0477'MOUNTAINS OF THE RIO GRANDE N.F., ABOUT 12-1/2 MI WEST AND
 HL0477'10 MI NORTH OF LA CARITA, COLORADO, AND 1-1/2 MILES NE OF
 HL0477'THE S FORK OF CARNERO CREEK.
 HL0477'
 HL0477'TO REACH STATION FROM U.S. POST OFFICE IN LA CARITA, COLORADO,
 HL0477'GO WESTERLY 0.6 MI ON MAIN OILED ROAD TO Y-FORK.  TAKE RIGHT
 HL0477'FORK NORTHWESTERLY 1.8 MI TO TOP OF LOW SADDLE WHICH DROPS
 HL0477'INTO CARNERO CREEK VALLEY.  CONTINUE ON MAIN GRAVELED ROAD
 HL0477'8.4 MI TO Y-FORK.  TAKE LEFT FORK (F.S. RD 1388) UP SOUTH
 HL0477'CARNERO CREEK.  CONTINUE ON MAIN GRADED ROAD 8.45 MI
 HL0477'TO A T-ROAD LEFT.  CONTINUE STRAIGHT AHEAD (N) ON MAIN
 HL0477'TRAVELED ROAD FOR 0.6 MI TO A TRACK RD RIGHT (F.S. TRAIL 796).
 HL0477'TURN RIGHT AND FOLLOW TRACK RD 8.05 MI TO A GATE IN NE FENCE.
 HL0477'PASS THRU GATE AND FOLLOW TRACK RD TO LEFT ALONG BASE OF
 HL0477'HILL FOR 0.2 MI.  LEAVE TIMBER AND FOLLOW TRACK RD SE
 HL0477'ACROSS PARK AND UP SOUTH SIDE OF A DRY WASH FOR 0.5 MI TO
 HL0477'AN NW FENCE.  TURN EAST AND FOLLOW TRACK RD THRU TIMBER
 HL0477'FOR 0.2 MI TO A PARK.  (STATION CAN BE SEEN FROM THIS
 HL0477'POINT) IT IS THE HIGH POINT AT A TRUE BEARING OF N 40 N.)
 HL0477'FOLLOW TRACK RD ALONG NORTH EDGE OF PARK FOR 0.5 MI TO A
 HL0477'TRIANGULATION BLAZE ON A 12 IN FIR TREE, CONTNUE ON MAIN
 HL0477'TRACK 0.2 MI TO ROAD FORK AND BLAZE AND ARROS ON FIR TREE
 HL0477'(ARROW POINTS WALK ROUTE).  TAKE RIGHT FORK (E) UPHILL FOR
 HL0477'0.4 MI TO TOP OF HILL.  CONTINUE ON TRACKS EAST THRU TIMBER
 HL0477'INTO AN OPEN PARK FOR 0.85 MI, THEN TURN LEFT (N) AT AN
 HL0477'8 IN ASPEN WITH A TRIANGULATION BLAZE.  LOOKING N ABOUT 100 FT
 HL0477'CAN BE SEEN A SECOND TRIANGULATION BLAZE ON AN ASPEN TREE.
 HL0477'FOLLOW TRACKS NORTHERLY THRU A THICK STAND OF ASPEN FOR 0.4
 HL0477'MI TO A Y FORK.  TAKE LEFT FOR (N) UPHILL FOR 0.2 MI
 HL0477'WHERE YOU LEAVE ASPEN AND ENTER A STAND OF SPRUCE.  END
 HL0477'OF CONVENTIONAL TWO-WHEEL DRIVE VEHICLES.  WITH FOUR
 HL0477'WHEEL DRIVE, FOLLOW TRACKS AND F.S. BLAZES FOR 0.5 MI TO
 HL0477'TOP OF HILL AND STATION SITE.
 HL0477'
 HL0477'STATION MARK IS A STANDARD USC AND GS BRASS TABLET SET IN
 HL0477'BEDROCK ON THE E EDGE OF RIDGE AND STAMPED LOOKOUT (1936).
 HL0477'A 4 X 4 WHITE WITNESS POST IS SET 13.0 FT NE OF STATION.
 HL0477'
 HL0477'TWO REFERENCE MARKS WERE SET BY USC AND GS IN 1936.  A
 HL0477'STANDARD ORANGE OVER WHITE CROSS TARGET MOUNTED ON A TELESCOPING
 HL0477'MAST WAS CENTERED OVER THE STATION, MEASURING 30/33/36 FT.
 HL0477'AN INSTRUMENT HEIGHT OF 4.8 FT CLEARED ALL SIGHT LINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0651 ***********************************************************************
 HL0651  DESIGNATION -  LOOKOUT
 HL0651  PID         -  HL0651
 HL0651  STATE/COUNTY-  CO/SAN JUAN
 HL0651  USGS QUAD   -  OPHIR (1955)
 HL0651
 HL0651                         *CURRENT SURVEY CONTROL
 HL0651  ___________________________________________________________________
 HL0651* NAD 83(1992)-  37 51 44.11205(N)    107 46 48.92687(W)     ADJUSTED  
 HL0651* NAVD 88     -      4166.3    (meters)   13669.     (feet)  VERTCON   
 HL0651  ___________________________________________________________________
 HL0651  LAPLACE CORR-           4.93  (seconds)                    DEFLEC99
 HL0651  GEOID HEIGHT-         -15.75  (meters)                     GEOID03
 HL0651
 HL0651  HORZ ORDER  -  THIRD
 HL0651
 HL0651.The horizontal coordinates were established by classical geodetic methods
 HL0651.and adjusted by the National Geodetic Survey in January 1993..
 HL0651
 HL0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0651
 HL0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0651
 HL0651.The geoid height was determined by GEOID03.
 HL0651
 HL0651;                    North         East     Units Scale Factor Converg.
 HL0651;SPC CO S     -   439,940.454   713,778.022   MT  0.99994552   -1 23 55.2
 HL0651;SPC CO S     - 1,443,371.31  2,341,786.73   sFT  0.99994552   -1 23 55.2
 HL0651;UTM  13      - 4,194,175.657   255,421.055   MT  1.00033683   -1 42 26.2
 HL0651
 HL0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0651!SPC CO S     -   0.99934913  x   0.99994552  =   0.99929469
 HL0651!UTM  13      -   0.99934913  x   1.00033683  =   0.99968574
 HL0651
 HL0651:                Primary Azimuth Mark                     Grid Az
 HL0651:SPC CO S     -  IMOGENE                                  020 55 28.0
 HL0651:UTM  13      -  IMOGENE                                  021 13 59.0
 HL0651
 HL0651|---------------------------------------------------------------------|
 HL0651| PID    Reference Object                     Distance      Geod. Az  |
 HL0651|                                                           dddmmss.s |
 HL0651| HL0648 IMOGENE                             APPROX. 9.5 KM 0193132.8 |
 HL0651|---------------------------------------------------------------------|
 HL0651
 HL0651                          SUPERSEDED SURVEY CONTROL
 HL0651
 HL0651  NAD 83(1986)-  37 51 44.10413(N)    107 46 48.93095(W) AD(       ) 3
 HL0651  NAD 27      -  37 51 44.13123(N)    107 46 46.71216(W) AD(       ) 3
 HL0651  NGVD 29 (07/19/86) 4164.5    (m)        13663.     (f) VERT ANG       
 HL0651
 HL0651.Superseded values are not recommended for survey control.
 HL0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0651.See file dsdata.txt to determine how the superseded data were derived.
 HL0651
 HL0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB5542194176(NAD 83)
 HL0651_MARKER: H = DRILL HOLE
 HL0651_SETTING: 80 = SET IN A BOULDER
 HL0651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0651+STABILITY: SURFACE MOTION
 HL0651
 HL0651  HISTORY     - Date     Condition        Report By
 HL0651  HISTORY     - 1952     MONUMENTED       USGS
 HL0651
 HL0651                          STATION DESCRIPTION
 HL0651
 HL0651'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 HL0651'LOCATED APPROXIMATELY 7.5 MI. (AIRLINE) NW. OF SILVERTON, COLORADO,
 HL0651'AND 5.0 MI. SE. OF TELLURIDE, COLORADO, ON THE SAN MIGUEL AND SAN
 HL0651'JUAN COUNTY LINE, ON THE HIGHEST POINT OF LOOKOUT PEAK.
 HL0651'
 HL0651'TO REACH FROM SILVERTON, COLORADO, PACK ANIMALS CAN BE TAKEN FROM
 HL0651'BURROW BRIDGE UP OLD OPHIR PASS ROAD TO A SMALL LAKE ABOVE AND TO
 HL0651'THE N. OF THE TOP OF THE PASS.  FROM HERE PACK N. UP MAIN RIDGE TO
 HL0651'TOP OF PEAK AND STATION SITE.  A 2 HOUR 10 MINUTE PACK.
 HL0651'
 HL0651'STATION MARK--A 1 IN. DRILL HOLE, IN A BURIED BOULDER.
 HL0651'
 HL0651'REFERENCE MARK--STANDARD REFERENCE TABLET, 27.65 FT. FROM STATION
 HL0651'MARK, N 55 DEG 07 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0731 ***********************************************************************
 JL0731  DESIGNATION -  LOOKOUT
 JL0731  PID         -  JL0731
 JL0731  STATE/COUNTY-  CO/GUNNISON
 JL0731  USGS QUAD   -  CEMENT MTN (1961)
 JL0731
 JL0731                         *CURRENT SURVEY CONTROL
 JL0731  ___________________________________________________________________
 JL0731* NAD 83(1992)-  38 51 03.75253(N)    106 51 03.46387(W)     ADJUSTED  
 JL0731* NAVD 88     -      3433.4    (meters)   11264.     (feet)  VERTCON   
 JL0731  ___________________________________________________________________
 JL0731  LAPLACE CORR-           5.39  (seconds)                    DEFLEC99
 JL0731  GEOID HEIGHT-         -13.96  (meters)                     GEOID03
 JL0731
 JL0731  HORZ ORDER  -  THIRD
 JL0731
 JL0731.The horizontal coordinates were established by classical geodetic methods
 JL0731.and adjusted by the National Geodetic Survey in January 1993..
 JL0731
 JL0731.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0731
 JL0731.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0731
 JL0731.The geoid height was determined by GEOID03.
 JL0731
 JL0731;                    North         East     Units Scale Factor Converg.
 JL0731;SPC CO C     -   418,645.308   797,138.578   MT  0.99994538   -0 51 07.3
 JL0731;SPC CO C     - 1,373,505.48  2,615,278.82   sFT  0.99994538   -0 51 07.3
 JL0731;UTM  13      - 4,301,874.608   339,380.405   MT  0.99991769   -1 09 40.9
 JL0731
 JL0731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0731!SPC CO C     -   0.99946378  x   0.99994538  =   0.99940919
 JL0731!UTM  13      -   0.99946378  x   0.99991769  =   0.99938151
 JL0731
 JL0731:                Primary Azimuth Mark                     Grid Az
 JL0731:SPC CO C     -  JUDY                                     147 08 49.5
 JL0731:UTM  13      -  JUDY                                     147 27 23.1
 JL0731
 JL0731|---------------------------------------------------------------------|
 JL0731| PID    Reference Object                     Distance      Geod. Az  |
 JL0731|                                                           dddmmss.s |
 JL0731| JL0730 JUDY                                APPROX. 5.9 KM 1461742.2 |
 JL0731|---------------------------------------------------------------------|
 JL0731
 JL0731                          SUPERSEDED SURVEY CONTROL
 JL0731
 JL0731  NAD 83(1986)-  38 51 03.74945(N)    106 51 03.47405(W) AD(       ) 3
 JL0731  NAD 27      -  38 51 03.77177(N)    106 51 01.33995(W) AD(       ) 3
 JL0731  NGVD 29 (07/19/86) 3431.5    (m)        11258.     (f) VERT ANG       
 JL0731
 JL0731.Superseded values are not recommended for survey control.
 JL0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0731.See file dsdata.txt to determine how the superseded data were derived.
 JL0731
 JL0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD3938001875(NAD 83)
 JL0731_MARKER: H = DRILL HOLE
 JL0731_SETTING: 66 = SET IN ROCK OUTCROP
 JL0731_SP_SET: SET IN BEDROCK
 JL0731_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0731+STABILITY: POSITION/ELEVATION WELL
 JL0731
 JL0731  HISTORY     - Date     Condition        Report By
 JL0731  HISTORY     - 1959     MONUMENTED       USGS
 JL0731
 JL0731                          STATION DESCRIPTION
 JL0731
 JL0731'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 JL0731'STATION IS LOCATED 6.0 MI. E. OF CRESTED BUTTE, COLORADO, AND 2.0 MI.
 JL0731'NW. OF CEMENT CREEK ON THE HIGHEST POINT OF POINT LOOKOUT.
 JL0731'
 JL0731'STATION MARK - A 7/8 IN. DRILL HOLE IN OUTCROPPING BEDROCK.
 JL0731'
 JL0731'REFERENCE MARK - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0800 ***********************************************************************
 JL0800  DESIGNATION -  LOOKOUT
 JL0800  PID         -  JL0800
 JL0800  STATE/COUNTY-  CO/GUNNISON
 JL0800  USGS QUAD   -  SAPINERO (1982)
 JL0800
 JL0800                         *CURRENT SURVEY CONTROL
 JL0800  ___________________________________________________________________
 JL0800* NAD 83(1992)-  38 29 16.08072(N)    107 17 34.20090(W)     ADJUSTED  
 JL0800* NAVD 88     -      2476.8    (meters)    8126.     (feet)  VERTCON   
 JL0800  ___________________________________________________________________
 JL0800  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 JL0800  GEOID HEIGHT-         -14.56  (meters)                     GEOID03
 JL0800
 JL0800  HORZ ORDER  -  THIRD
 JL0800
 JL0800.The horizontal coordinates were established by classical geodetic methods
 JL0800.and adjusted by the National Geodetic Survey in January 1993..
 JL0800
 JL0800.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0800
 JL0800.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0800
 JL0800.The geoid height was determined by GEOID03.
 JL0800
 JL0800;                    North         East     Units Scale Factor Converg.
 JL0800;SPC CO C     -   378,994.954   757,992.902   MT  0.99999278   -1 07 50.6
 JL0800;SPC CO C     - 1,243,419.28  2,486,848.38   sFT  0.99999278   -1 07 50.6
 JL0800;UTM  13      - 4,262,430.648   300,023.917   MT  1.00009250   -1 25 38.7
 JL0800
 JL0800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0800!SPC CO C     -   0.99961381  x   0.99999278  =   0.99960660
 JL0800!UTM  13      -   0.99961381  x   1.00009250  =   0.99970628
 JL0800
 JL0800:                Primary Azimuth Mark                     Grid Az
 JL0800:SPC CO C     -  TWIN                                     183 47 50.8
 JL0800:UTM  13      -  TWIN                                     184 05 38.9
 JL0800
 JL0800|---------------------------------------------------------------------|
 JL0800| PID    Reference Object                     Distance      Geod. Az  |
 JL0800|                                                           dddmmss.s |
 JL0800| JL0801 TWIN                                APPROX. 3.3 KM 1824000.2 |
 JL0800|---------------------------------------------------------------------|
 JL0800
 JL0800                          SUPERSEDED SURVEY CONTROL
 JL0800
 JL0800  NAD 83(1986)-  38 29 16.07800(N)    107 17 34.21098(W) AD(       ) 3
 JL0800  NAD 27      -  38 29 16.10532(N)    107 17 32.00012(W) AD(       ) 3
 JL0800  NGVD 29 (07/19/86) 2475.3    (m)         8121.     (f) VERT ANG       
 JL0800
 JL0800.Superseded values are not recommended for survey control.
 JL0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0800.See file dsdata.txt to determine how the superseded data were derived.
 JL0800
 JL0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC0002462431(NAD 83)
 JL0800_MARKER: DD = SURVEY DISK
 JL0800_SETTING: 80 = SET IN A BOULDER
 JL0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0800+STABILITY: SURFACE MOTION
 JL0800
 JL0800  HISTORY     - Date     Condition        Report By
 JL0800  HISTORY     - 1950     MONUMENTED       USGS
 JL0800
 JL0800                          STATION DESCRIPTION
 JL0800
 JL0800'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JL0800'STATION LOCATED APPROX. 2 MI. -AIRLINE- NE. OF SAPINERO, ON SUMMIT OF
 JL0800'THE SUTHERMOST OF THE HIGH CONE SHAPED BLUFFS WHICH OVERLOOK THE
 JL0800'GUNNISON RIVER TO THE S. AND FORM A DIVISION BETWEEN W. ELK CREEK TO
 JL0800'W. AND SOAP CREEK TO THE W. -SW.COR.SEC.21, T. 49 N.,R.4 W.-
 JL0800'THE W. - SW. COR. SEC. 21, T. 49 N.,R. 4 W. -
 JL0800'
 JL0800'TO REACH STATION FROM THE INTERSECTION OF MAIN AND TOMICHI STREETS IN
 JL0800'GUNNISON, COLORADO, DRIVE W. ON U. S. HWY. 50 TOWARD MONTROSE 23.2 MI.
 JL0800'TURN N. -RIGHT- UP W. ELK CREEK ON PRIVATE RD. 1.2 MI.  AT CARPENTERS
 JL0800'RANCH REQUEST PERMISSION TO DRIVE FURTHER, CONTINUE UP RD. WHICH GOES
 JL0800'TO UPPER FIELDS TO THE W. OF THE RANCH, TO THE TOP OF HILL AND
 JL0800'Y- INTERSECTION,  TAKE LEFT FORK ACROSS LOWER CORNER OF HAY FIELD AND
 JL0800'UP ALONG RD. WHICH FOLLOWS UP RIDGE 0.4 MI., HERE TURN S. AND DRIVE
 JL0800'CROSS-COUNTRY, WORKING TOWARD THE HIGH SOUTHERN TIP OF RIDGE, 0.9MI.
 JL0800'LEAVE TRUCK AND PACK UP SLOPE 300 FT. TO STATION SITE, WHICH IS
 JL0800'SITUATED IN A CLUMP OF SCRUB OAK BRUSH ON HIGHEST POINT OF RIDGE.
 JL0800'
 JL0800'STATION MARK - STANDARD TABLET SET FLUSH IN BOULDER-IN-PLACE, STAMPED
 JL0800'---C-LOOKOUT 1950---.
 JL0800'
 JL0800'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0541 ***********************************************************************
 LN0541  DESIGNATION -  LOOKOUT
 LN0541  PID         -  LN0541
 LN0541  STATE/COUNTY-  CO/MOFFAT
 LN0541  USGS QUAD   -  INDIAN WATER CANYON (1962)
 LN0541
 LN0541                         *CURRENT SURVEY CONTROL
 LN0541  ___________________________________________________________________
 LN0541* NAD 83(1992)-  40 27 30.73226(N)    108 32 39.09002(W)     ADJUSTED  
 LN0541* NAVD 88     -      1953.5    (meters)    6409.     (feet)  VERTCON   
 LN0541  ___________________________________________________________________
 LN0541  LAPLACE CORR-          -5.29  (seconds)                    DEFLEC99
 LN0541  GEOID HEIGHT-         -15.99  (meters)                     GEOID03
 LN0541
 LN0541  HORZ ORDER  -  THIRD
 LN0541
 LN0541.The horizontal coordinates were established by classical geodetic methods
 LN0541.and adjusted by the National Geodetic Survey in November 1997..
 LN0541
 LN0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0541
 LN0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0541
 LN0541.The geoid height was determined by GEOID03.
 LN0541
 LN0541;                    North         East     Units Scale Factor Converg.
 LN0541;SPC CO N     -   434,165.416   656,253.865   MT  0.99996341   -1 58 01.0
 LN0541;SPC CO N     - 1,424,424.37  2,153,059.56   sFT  0.99996341   -1 58 01.0
 LN0541;UTM  12      - 4,481,549.026   708,228.365   MT  1.00013375   +1 35 38.9
 LN0541
 LN0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0541!SPC CO N     -   0.99969616  x   0.99996341  =   0.99965958
 LN0541!UTM  12      -   0.99969616  x   1.00013375  =   0.99982987
 LN0541
 LN0541:                Primary Azimuth Mark                     Grid Az
 LN0541:SPC CO N     -  LODGE                                    185 13 30.4
 LN0541:UTM  12      -  LODGE                                    181 39 50.5
 LN0541
 LN0541|---------------------------------------------------------------------|
 LN0541| PID    Reference Object                     Distance      Geod. Az  |
 LN0541|                                                           dddmmss.s |
 LN0541| LN0540 LODGE                               APPROX. 2.8 KM 1831529.4 |
 LN0541|---------------------------------------------------------------------|
 LN0541
 LN0541                          SUPERSEDED SURVEY CONTROL
 LN0541
 LN0541  NAD 83(1992)-  40 27 30.72970(N)    108 32 39.08647(W) AD(       ) 3
 LN0541  NAD 83(1986)-  40 27 30.72685(N)    108 32 39.08441(W) AD(       ) 3
 LN0541  NAD 27      -  40 27 30.84857(N)    108 32 36.71993(W) AD(       ) 3
 LN0541  NGVD 29 (07/19/86) 1952.2    (m)         6405.     (f) VERT ANG       
 LN0541
 LN0541.Superseded values are not recommended for survey control.
 LN0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0541.See file dsdata.txt to determine how the superseded data were derived.
 LN0541
 LN0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK0822881549(NAD 83)
 LN0541_MARKER: DD = SURVEY DISK
 LN0541_SETTING: 66 = SET IN ROCK OUTCROP
 LN0541_SP_SET: SET IN A ROCK LEDGE
 LN0541_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0541+STABILITY: POSITION/ELEVATION WELL
 LN0541
 LN0541  HISTORY     - Date     Condition        Report By
 LN0541  HISTORY     - 1939     MONUMENTED       USGS
 LN0541
 LN0541                          STATION DESCRIPTION
 LN0541
 LN0541'DESCRIBED BY US GEOLOGICAL SURVEY 1939
 LN0541'IN THE W. 1/2 OF SEC. 20, T 6 N, R 99 W, NEAR E. END OF YAMPA RIVER
 LN0541'CANYON, AT NE. END OF CACTUS FLAT, ON WHITE SANDSTONE OUTCROPPING.
 LN0541'
 LN0541'STATION MARK--STANDARD BRONZE TABLET CEMENTED IN ROCK LEDGE, STAMPED
 LN0541'---LOOKOUT - 1939---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0568 ***********************************************************************
 HM0568  DESIGNATION -  LOOKOUT
 HM0568  PID         -  HM0568
 HM0568  STATE/COUNTY-  CO/MONTEZUMA
 HM0568  USGS QUAD   -  POINT LOOKOUT (1973)
 HM0568
 HM0568                         *CURRENT SURVEY CONTROL
 HM0568  ___________________________________________________________________
 HM0568* NAD 83(1992)-  37 18 57.23701(N)    108 25 07.44269(W)     ADJUSTED  
 HM0568* NAVD 88     -      2569.8    (meters)    8431.     (feet)  VERTCON   
 HM0568  ___________________________________________________________________
 HM0568  LAPLACE CORR-           4.23  (seconds)                    DEFLEC99
 HM0568  GEOID HEIGHT-         -19.27  (meters)                     GEOID03
 HM0568
 HM0568  HORZ ORDER  -  THIRD
 HM0568
 HM0568.The horizontal coordinates were established by classical geodetic methods
 HM0568.and adjusted by the National Geodetic Survey in January 1993..
 HM0568
 HM0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0568
 HM0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 HM0568
 HM0568.The geoid height was determined by GEOID03.
 HM0568
 HM0568;                    North         East     Units Scale Factor Converg.
 HM0568;SPC CO S     -   380,896.670   655,724.872   MT  0.99998604   -1 47 25.0
 HM0568;SPC CO S     - 1,249,658.49  2,151,324.02   sFT  0.99998604   -1 47 25.0
 HM0568;UTM  12      - 4,133,041.730   728,737.959   MT  1.00024455   +1 33 55.7
 HM0568
 HM0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0568!SPC CO S     -   0.99959991  x   0.99998604  =   0.99958596
 HM0568!UTM  12      -   0.99959991  x   1.00024455  =   0.99984436
 HM0568
 HM0568                          SUPERSEDED SURVEY CONTROL
 HM0568
 HM0568  NAD 83(1992)-  37 18 57.23161(N)    108 25 07.44519(W) AD(       ) 3
 HM0568  NGVD 29 (12/04/91) 2568.6    (m)         8427.     (f) VERT ANG       
 HM0568
 HM0568.Superseded values are not recommended for survey control.
 HM0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0568.See file dsdata.txt to determine how the superseded data were derived.
 HM0568
 HM0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG2873833042(NAD 83)
 HM0568_MARKER: DD = SURVEY DISK
 HM0568_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 HM0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0568
 HM0568  HISTORY     - Date     Condition        Report By
 HM0568  HISTORY     - 1965     MONUMENTED       USGS
 HM0568
 HM0568                          STATION DESCRIPTION
 HM0568
 HM0568'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 HM0568'STATION IS LOCATED APPROXIMATELY 7.0 MI. (AIRLINE) SW. OF MANCOS,
 HM0568'COLORADO, ON THE HIGHEST POINT ON LOOKOUT POINT, IN SW. 1/4 SEC. 5,
 HM0568'T 35 N, R 14 W.
 HM0568'
 HM0568'STATION MARK--STANDARD USGS ALUMINUM TABLET STAMPED---LOOKOUT ET
 HM0568'1965 8431---, SET IN SANDSTONE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0803 ***********************************************************************
 KL0803  DESIGNATION -  LOOKOUT
 KL0803  PID         -  KL0803
 KL0803  STATE/COUNTY-  CO/GARFIELD
 KL0803  USGS QUAD   -  GLENWOOD SPRINGS (1987)
 KL0803
 KL0803                         *CURRENT SURVEY CONTROL
 KL0803  ___________________________________________________________________
 KL0803* NAD 83(1992)-  39 32 29.46012(N)    107 16 13.25630(W)     ADJUSTED  
 KL0803* NAVD 88     -      2617.0    (meters)    8586.     (feet)  VERTCON   
 KL0803  ___________________________________________________________________
 KL0803  LAPLACE CORR-           7.09  (seconds)                    DEFLEC99
 KL0803  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 KL0803
 KL0803  HORZ ORDER  -  THIRD
 KL0803
 KL0803.The horizontal coordinates were established by classical geodetic methods
 KL0803.and adjusted by the National Geodetic Survey in January 1993..
 KL0803
 KL0803.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0803
 KL0803.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0803
 KL0803.The geoid height was determined by GEOID03.
 KL0803
 KL0803;                    North         East     Units Scale Factor Converg.
 KL0803;SPC CO C     -   495,907.696   762,233.589   MT  0.99996541   -1 06 59.5
 KL0803;SPC CO C     - 1,626,990.50  2,500,761.37   sFT  0.99996541   -1 06 59.5
 KL0803;UTM  13      - 4,379,333.607   304,904.037   MT  1.00006864   -1 26 45.0
 KL0803
 KL0803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0803!SPC CO C     -   0.99959184  x   0.99996541  =   0.99955727
 KL0803!UTM  13      -   0.99959184  x   1.00006864  =   0.99966045
 KL0803
 KL0803                          SUPERSEDED SURVEY CONTROL
 KL0803
 KL0803  NAD 83(1986)-  39 32 29.45604(N)    107 16 13.25726(W) AD(       ) 3
 KL0803  NGVD 29 (11/04/91) 2615.8    (m)         8582.     (f) VERT ANG       
 KL0803
 KL0803.Superseded values are not recommended for survey control.
 KL0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0803.See file dsdata.txt to determine how the superseded data were derived.
 KL0803
 KL0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD0490479334(NAD 83)
 KL0803_MARKER: DD = SURVEY DISK
 KL0803_SETTING: 0 = UNSPECIFIED SETTING
 KL0803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0803
 KL0803  HISTORY     - Date     Condition        Report By
 KL0803  HISTORY     - 1914     MONUMENTED       USGS
 KL0803  HISTORY     - 1959     GOOD             USGS
 KL0803
 KL0803                          STATION DESCRIPTION
 KL0803
 KL0803'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 KL0803'STATION ESTABLISHED BY USGS IN 1914, OLD TABLET RECOVERED, OCCUPIED
 KL0803'AND STAMPED AS NEW STATION.
 KL0803'
 KL0803'STATION LOCATED ON HIGHEST POINT OF PROMINENT E-W. RIDGE, ABOUT 3 MI.
 KL0803'(AIRLINE) E. OF GLENWOOD SPRINGS, COLORADO.
 KL0803'
 KL0803'TO REACH FROM GLENWOOD SPRINGS POST OFFICE, PROCEED S. ON COLORADO
 KL0803'HIGHWAY 82 3.7 MI. TO A GRADED RD. LEFT AND SIGN READING --LOOKOUT
 KL0803'MTN. PARK 8 MILES--.  TURN LEFT AND FOLLOW MAIN TRAVELED RD.
 KL0803'NORTHEASTERLY UP RED CANYON 3.2 MI. (PASS FARM BUILDINGS ON RIGHT AT
 KL0803'2.8 MI.) TO RD. FORK AND SIGN READING --LOOKOUT MTN. PARK--, TAKE
 KL0803'LEFT FORK AND FOLLOW NARROW DIRT RD. 3.2 MI. TO STOCK POND ON LEFT
 KL0803'AND SMALL CLEARING ON RIGHT, TURN RIGHT THROUGH CLEARING ON DIM
 KL0803'TRACK RD. AND PROCEED 0.1 MI. TO FORK, TAKE SHARP LEFT FORK AND
 KL0803'PROCEED UP HILL 0.2 MI. TO A FORK, TAKE LEFT FORK AND PROCEED 0.3 MI.
 KL0803'TO A SMALL CLEARING AND FORK, TAKE LEFT (STRAIGHT AHEAD) FORK AND
 KL0803'PROCEED 0.2 MI. TO LOOP IN RD. AND END OF TRUCK TRAVEL.  PACK N. AND
 KL0803'W. APPROXIMATELY 300 YDS. TO HIGHEST POINT AND STATION.
 KL0803'
 KL0803'STATION MARK--STANDARD TABLET CEMENTED IN RED SANDSTONE PROJECTING
 KL0803'0.2 FT. ABOVE GROUND, STAMPED---LOOKOUT ET 1960---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0708 ***********************************************************************
 JL0708  DESIGNATION -  LOOKOUT ET
 JL0708  PID         -  JL0708
 JL0708  STATE/COUNTY-  CO/GUNNISON
 JL0708  USGS QUAD   -  PITKIN (1964)
 JL0708
 JL0708                         *CURRENT SURVEY CONTROL
 JL0708  ___________________________________________________________________
 JL0708* NAD 83(1992)-  38 32 47.79852(N)    106 33 38.62850(W)     ADJUSTED  
 JL0708* NAVD 88     -      3386.5    (meters)   11111.     (feet)  VERTCON   
 JL0708  ___________________________________________________________________
 JL0708  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 JL0708  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 JL0708
 JL0708  HORZ ORDER  -  THIRD
 JL0708
 JL0708.The horizontal coordinates were established by classical geodetic methods
 JL0708.and adjusted by the National Geodetic Survey in January 1993..
 JL0708
 JL0708.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0708
 JL0708.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0708
 JL0708.The geoid height was determined by GEOID03.
 JL0708
 JL0708;                    North         East     Units Scale Factor Converg.
 JL0708;SPC CO C     -   384,519.641   821,934.793   MT  0.99998241   -0 40 08.4
 JL0708;SPC CO C     - 1,261,544.86  2,696,631.07   sFT  0.99998241   -0 40 08.4
 JL0708;UTM  13      - 4,267,619.945   363,991.601   MT  0.99982780   -0 58 21.8
 JL0708
 JL0708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0708!SPC CO C     -   0.99947114  x   0.99998241  =   0.99945356
 JL0708!UTM  13      -   0.99947114  x   0.99982780  =   0.99929903
 JL0708
 JL0708:                Primary Azimuth Mark                     Grid Az
 JL0708:SPC CO C     -  FOSSIL ET                                312 15 05.6
 JL0708:UTM  13      -  FOSSIL ET                                312 33 19.0
 JL0708
 JL0708|---------------------------------------------------------------------|
 JL0708| PID    Reference Object                     Distance      Geod. Az  |
 JL0708|                                                           dddmmss.s |
 JL0708| JL0710 FOSSIL ET                           APPROX.14.7 KM 3113457.2 |
 JL0708|---------------------------------------------------------------------|
 JL0708
 JL0708                          SUPERSEDED SURVEY CONTROL
 JL0708
 JL0708  NAD 83(1986)-  38 32 47.79830(N)    106 33 38.63787(W) AD(       ) 3
 JL0708  NAD 27      -  38 32 47.83436(N)    106 33 36.52293(W) AD(       ) 3
 JL0708  NGVD 29 (07/19/86) 3384.7    (m)        11105.     (f) VERT ANG       
 JL0708
 JL0708.Superseded values are not recommended for survey control.
 JL0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0708.See file dsdata.txt to determine how the superseded data were derived.
 JL0708
 JL0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC6399267620(NAD 83)
 JL0708_MARKER: DD = SURVEY DISK
 JL0708_SETTING: 66 = SET IN ROCK OUTCROP
 JL0708_SP_SET: SET IN ROCK OUTCROP
 JL0708_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0708+STABILITY: POSITION/ELEVATION WELL
 JL0708
 JL0708  HISTORY     - Date     Condition        Report By
 JL0708  HISTORY     - 1964     MONUMENTED       USGS
 JL0708
 JL0708                          STATION DESCRIPTION
 JL0708
 JL0708'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 JL0708'STATION LOCATED ABOUT 22 MI. E. OF GUNNISON, COLORADO, ON THE TOP
 JL0708'OF LOOKOUT MOUNTAIN, ON THE HIGH POINT OF THE PEAK, IN A CLEAR
 JL0708'SLIDEROCK AREA.
 JL0708'
 JL0708'STATION REACHED BY HELICOPTER.
 JL0708'
 JL0708'STATION MARK--STANDARD TABLET, SET IN ROCK, STAMPED ---LOOKOUT-ET
 JL0708'1964---.
 JL0708'
 JL0708'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0476 ***********************************************************************
 HL0476  DESIGNATION -  LOOKOUT TOWER
 HL0476  PID         -  HL0476
 HL0476  STATE/COUNTY-  CO/SAGUACHE
 HL0476  USGS QUAD   -  LOOKOUT MOUNTAIN (1967)
 HL0476
 HL0476                         *CURRENT SURVEY CONTROL
 HL0476  ___________________________________________________________________
 HL0476* NAD 83(1992)-  37 59 13.58763(N)    106 28 47.03141(W)     ADJUSTED  
 HL0476* NAVD 88     -      3512.     (meters)   11522.     (feet)  SCALED    
 HL0476  ___________________________________________________________________
 HL0476  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 HL0476  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 HL0476
 HL0476  HORZ ORDER  -  SECOND
 HL0476
 HL0476.The horizontal coordinates were established by classical geodetic methods
 HL0476.and adjusted by the National Geodetic Survey in January 1993..
 HL0476
 HL0476.The orthometric height was scaled from a topographic map.
 HL0476
 HL0476.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0476
 HL0476.The geoid height was determined by GEOID03.
 HL0476
 HL0476;                    North         East     Units Scale Factor Converg.
 HL0476;SPC CO S     -   451,800.402   828,340.558   MT  0.99994895   -0 36 03.4
 HL0476;SPC CO S     - 1,482,281.82  2,717,647.31   sFT  0.99994895   -0 36 03.4
 HL0476;UTM  13      - 4,205,417.480   370,057.298   MT  0.99980796   -0 54 39.2
 HL0476
 HL0476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0476!SPC CO S     -   0.99945164  x   0.99994895  =   0.99940062
 HL0476!UTM  13      -   0.99945164  x   0.99980796  =   0.99925970
 HL0476
 HL0476                          SUPERSEDED SURVEY CONTROL
 HL0476
 HL0476  NAD 83(1986)-  37 59 13.58536(N)    106 28 47.03962(W) AD(       ) 2
 HL0476  NAD 27      -  37 59 13.60000(N)    106 28 44.91000(W) AD(       ) 2
 HL0476
 HL0476.Superseded values are not recommended for survey control.
 HL0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0476.See file dsdata.txt to determine how the superseded data were derived.
 HL0476
 HL0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC7005705417(NAD 83)
 HL0476_MARKER: 57 = LOOKOUT TOWER
 HL0476
 HL0476  HISTORY     - Date     Condition        Report By
 HL0476  HISTORY     - 1936     FIRST OBSERVED   CGS
 HL0476
 HL0476                          STATION DESCRIPTION
 HL0476
 HL0476'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5362 ***********************************************************************
 AA5362  DESIGNATION -  LOOP
 AA5362  PID         -  AA5362
 AA5362  STATE/COUNTY-  CO/CLEAR CREEK
 AA5362  USGS QUAD   -  GEORGETOWN (1974)
 AA5362
 AA5362                         *CURRENT SURVEY CONTROL
 AA5362  ___________________________________________________________________
 AA5362* NAD 83(1992)-  39 42 13.42932(N)    105 42 10.88186(W)     ADJUSTED  
 AA5362* NAVD 88     -      2678.589  (meters)    8788.00   (feet)  ADJUSTED  
 AA5362  ___________________________________________________________________
 AA5362  X           -  -1,330,477.717 (meters)                     COMP
 AA5362  Y           -  -4,732,366.825 (meters)                     COMP
 AA5362  Z           -   4,054,434.948 (meters)                     COMP
 AA5362  LAPLACE CORR-          -6.07  (seconds)                    DEFLEC99
 AA5362  ELLIP HEIGHT-        2666.22  (meters)          (12/03/02) GPS OBS
 AA5362  GEOID HEIGHT-         -12.34  (meters)                     GEOID03
 AA5362  DYNAMIC HT  -        2675.356 (meters)    8777.40  (feet)  COMP
 AA5362  MODELED GRAV-     979,322.9   (mgal)                       NAVD 88
 AA5362
 AA5362  HORZ ORDER  -  FIRST
 AA5362  VERT ORDER  -  FIRST     CLASS II
 AA5362  ELLP ORDER  -  FOURTH    CLASS II
 AA5362
 AA5362.The horizontal coordinates were established by GPS observations
 AA5362.and adjusted by the National Geodetic Survey in June 1995..
 AA5362
 AA5362.The orthometric height was determined by differential leveling
 AA5362.and adjusted by the National Geodetic Survey in November 2003..
 AA5362.No vertical observational check was made to the station.
 AA5362
 AA5362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5362
 AA5362.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5362
 AA5362.The ellipsoidal height was determined by GPS observations
 AA5362.and is referenced to NAD 83.
 AA5362
 AA5362.The geoid height was determined by GEOID03.
 AA5362
 AA5362.The dynamic height is computed by dividing the NAVD 88
 AA5362.geopotential number by the normal gravity value computed on the
 AA5362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5362.degrees latitude (g = 980.6199 gals.).
 AA5362
 AA5362.The modeled gravity was interpolated from observed gravity values.
 AA5362
 AA5362;                    North         East     Units Scale Factor Converg.
 AA5362;SPC CO C     -   512,454.187   896,990.409   MT  0.99999117   -0 07 41.0
 AA5362;SPC CO C     - 1,681,276.78  2,942,876.03   sFT  0.99999117   -0 07 41.0
 AA5362;UTM  13      - 4,395,111.239   439,731.366   MT  0.99964472   -0 26 56.8
 AA5362
 AA5362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5362!SPC CO C     -   0.99958189  x   0.99999117  =   0.99957306
 AA5362!UTM  13      -   0.99958189  x   0.99964472  =   0.99922676
 AA5362
 AA5362                          SUPERSEDED SURVEY CONTROL
 AA5362
 AA5362  ELLIP H (06/21/95) 2666.27   (m)                       GP(       ) 4 1
 AA5362  NAVD 88 (10/27/04) 2678.59   (m)         8788.0    (f) LEVELING    3  
 AA5362
 AA5362.Superseded values are not recommended for survey control.
 AA5362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5362.See file dsdata.txt to determine how the superseded data were derived.
 AA5362
 AA5362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD3973195111(NAD 83)
 AA5362_MARKER: DD = SURVEY DISK
 AA5362_SETTING: 66 = SET IN ROCK OUTCROP
 AA5362_STAMPING: I-70-3-78 8782.947 LOOP 1992
 AA5362_MARK LOGO: CODH  
 AA5362_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5362_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA5362+STABILITY: POSITION/ELEVATION WELL
 AA5362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5362+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 AA5362
 AA5362  HISTORY     - Date     Condition        Report By
 AA5362  HISTORY     - 1992     MONUMENTED       CONTE
 AA5362  HISTORY     - 20010817 GOOD             NGS
 AA5362  HISTORY     - 20030910 GOOD             NGS
 AA5362  HISTORY     - 20040130 GOOD             MSAM
 AA5362
 AA5362                          STATION DESCRIPTION
 AA5362
 AA5362'DESCRIBED BY CONTINENTAL ENGINEER 1992
 AA5362'THE STATION WILL BE USED DURING A GPS PROJECT. THE STATION IS LOCATED
 AA5362'ON A ROCK OUTCROP SOUTHWEST AND ABOVE THE TOWN OF GEORGETOWN BETWEEN
 AA5362'THE ROAD TO THE GEORGETOWN LOOP HISTORIC RAILROAD STATION AND
 AA5362'INTERSTATE 70 IN THE NORTHWEST 1/4 OF SECTION 17, T 4 S, R 74 W OF THE
 AA5362'6TH P.M.  OWNERSHIP--UNKNOWN. TO REACH THE STATION FROM THE GEORGETOWN
 AA5362'LOOP HISTORIC RAILROAD STATION, GO NORTHEAST 0.1 MI (0.2 KM) THROUGH
 AA5362'THE NORTH PARKING LOT TO A DIRT ROAD.  CONTINUE NORTHEAST ON THE DIRT
 AA5362'ROAD FOR 0.15 MI, PASSING UNDER THE RAILROAD TRESTLE TO A TRACK ROAD.
 AA5362'CONTINUE NORTHEAST 100 FT (30.5 M) DOWN A HILL ON THE TRACK ROAD TO A
 AA5362'DIRT TRAIL ON THE RIGHT,  GO NORTHEAST ON THE DIRT TRAIL 170 FT (51.8
 AA5362'M) TO THE TOP OF THE ROCK OUTCROP AND THE STATION. THE STATION IS A
 AA5362'BRASS 2-1/2" SURVEY DISK.  IT IS 23.0 FT (7.0 M) WEST OF A CLIFF FACE,
 AA5362'APPROX. 150 FT (45.7 M) SOUTHWEST OF A POWER POLE, APPROX. 200 FT
 AA5362'(61.0 M) EAST OF THE NORTHEAST CORNER OF A VICTORIAN HOUSE, AND
 AA5362'APPROX. 170 FT (51.8 M) NORTHEAST OF THE TRACK ROAD.
 AA5362
 AA5362                          STATION RECOVERY (2001)
 AA5362
 AA5362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 AA5362'THE STATION IS LOCATED ABOUT 1.35 MI EAST-NORTHEAST OF SILVER PLUME
 AA5362'AND 0.25 MI
 AA5362'SOUTHWEST OF GEORGETOWN, IN THE NORTHWEST 1/4 OF SECTION 17, T 4 S, R
 AA5362'74 W.
 AA5362'OWNERSHIP--COLORADO HISTORICAL SOCIETY, GEORGETOWN LOOP HISTORIC
 AA5362'MINING AND RAILROAD
 AA5362'PARK.
 AA5362' 
 AA5362'TO REACH THE STATION FROM THE INTERSECTION OF ALVARADO ROAD AND LOOP
 AA5362'ROAD IN
 AA5362'THE TOWN OF GEORGETOWN, GO SOUTHWEST ON LOOP ROAD FOR 0.65 MI TO THE
 AA5362'PARKING LOT ON
 AA5362'THE RIGHT AND THE DEVILS GATE BOARDING AREA ON THE LEFT. CONTINUE
 AA5362'AHEAD INTO THE
 AA5362'PARKING LOT FOLLOWING THE LARGE CURVE THAN THE EXTRA PARKING IN THE
 AA5362'BACK OF THE LOT
 AA5362'FOR 0.125 MI TO THE GEORGETOWN LOOP BRIDGE OVERPASS. CONTINUE AHEAD,
 AA5362'UNDER THE BRIDGE
 AA5362'AND UP A SINGLE PAVED BIKE PATH FOR 0.15 MI TO SHARP CURVE AND PARK.
 AA5362'HIKE TO THE
 AA5362'NORTHEAST ABOUT 75 M TO THE HIGHEST ROCK OUTCROP OVERLOOKING
 AA5362'GEORGETOWN AND THE
 AA5362'STATION.
 AA5362' 
 AA5362'THE MARK IS A DISK SET INTO A DRILL HOLE IN THE TOP OF A LARGE GRANITE
 AA5362'OUTCROP.  IT IS 45.7 M
 AA5362'SOUTHWEST FROM A POWER POLE, 7.0 M WEST FROM A CLIFF FACE, ABOUT 61 M
 AA5362'EAST FROM THE
 AA5362'NORTHEAST CORNER OF A VICTORIAN HOUSE AND ABOUT 52 M NORTHEAST OF A
 AA5362'TRACK ROAD.
 AA5362'
 AA5362
 AA5362                          STATION RECOVERY (2003)
 AA5362
 AA5362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 AA5362'MARK LOGO IS THAT OF CENTENNIAL ENGINEERING (NOT CONTINENTAL OR CODH)
 AA5362'AND WAS SET IN 1978.
 AA5362
 AA5362                          STATION RECOVERY (2004)
 AA5362
 AA5362'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (KCH)
 AA5362'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2004 (BAJ)
 AA5362'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0610 ***********************************************************************
 HK0610  DESIGNATION -  LORELEI
 HK0610  PID         -  HK0610
 HK0610  STATE/COUNTY-  CO/PUEBLO
 HK0610  USGS QUAD   -  SAN ISABEL (1994)
 HK0610
 HK0610                         *CURRENT SURVEY CONTROL
 HK0610  ___________________________________________________________________
 HK0610* NAD 83(1992)-  37 58 52.99575(N)    105 02 52.84658(W)     ADJUSTED  
 HK0610* NAVD 88     -      2611.1    (meters)    8567.     (feet)  GPS OBS   
 HK0610  ___________________________________________________________________
 HK0610  X           -  -1,307,422.697 (meters)                     COMP
 HK0610  Y           -  -4,863,063.591 (meters)                     COMP
 HK0610  Z           -   3,905,412.810 (meters)                     COMP
 HK0610  LAPLACE CORR-         -19.93  (seconds)                    DEFLEC99
 HK0610  ELLIP HEIGHT-        2595.03  (meters)          (12/03/02) GPS OBS
 HK0610  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 HK0610
 HK0610  HORZ ORDER  -  FIRST
 HK0610  ELLP ORDER  -  FOURTH    CLASS II
 HK0610
 HK0610.The horizontal coordinates were established by GPS observations
 HK0610.and adjusted by the National Geodetic Survey in August 1994..
 HK0610
 HK0610.The orthometric height was determined by GPS observations and a
 HK0610.high-resolution geoid model.
 HK0610
 HK0610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HK0610
 HK0610.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0610
 HK0610.The ellipsoidal height was determined by GPS observations
 HK0610.and is referenced to NAD 83.
 HK0610
 HK0610.The geoid height was determined by GEOID03.
 HK0610
 HK0610;                    North         East     Units Scale Factor Converg.
 HK0610;SPC CO S     -   450,810.276   954,108.804   MT  0.99994869   +0 16 38.1
 HK0610;SPC CO S     - 1,479,033.38  3,130,271.97   sFT  0.99994869   +0 16 38.1
 HK0610;UTM  13      - 4,203,751.038   495,783.527   MT  0.99960022   -0 01 46.4
 HK0610
 HK0610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0610!SPC CO S     -   0.99959297  x   0.99994869  =   0.99954168
 HK0610!UTM  13      -   0.99959297  x   0.99960022  =   0.99919335
 HK0610
 HK0610                          SUPERSEDED SURVEY CONTROL
 HK0610
 HK0610  ELLIP H (08/30/94) 2595.04   (m)                       GP(       ) 4 1
 HK0610
 HK0610.Superseded values are not recommended for survey control.
 HK0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0610.See file dsdata.txt to determine how the superseded data were derived.
 HK0610
 HK0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC9578403751(NAD 83)
 HK0610_MARKER: DH = HORIZONTAL CONTROL DISK
 HK0610_SETTING: 66 = SET IN ROCK OUTCROP
 HK0610_SP_SET: ROCK OUTCROP
 HK0610_STAMPING: LORELEI 1993
 HK0610_MARK LOGO: NGS   
 HK0610_MAGNETIC: N = NO MAGNETIC MATERIAL
 HK0610_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HK0610+STABILITY: POSITION/ELEVATION WELL
 HK0610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HK0610+SATELLITE: SATELLITE OBSERVATIONS - 1993
 HK0610
 HK0610  HISTORY     - Date     Condition        Report By
 HK0610  HISTORY     - 1993     MONUMENTED       CODOT
 HK0610
 HK0610                          STATION DESCRIPTION
 HK0610
 HK0610'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1993
 HK0610'STATION IS LOCATED AT LAKE ISABEL IN SEC 7, T 24 S, R 68 W OF THE 6TH
 HK0610'PM. OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION RIGHT OF WAY
 HK0610'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE 25 AND S.H.165
 HK0610'(EXIT 74), GO WEST ALONG S.H. 165 17.3 MI (27.8 KM) TO THE ENTRANCE
 HK0610'OF THE  SAN ISABEL NATIONAL FOREST-LAKE ISABEL WORK CENTER, CONTINUE
 HK0610'WEST ALONG S.H. 165 0.01 MI (0.02 KM) TO THE STATION ON THE RIGHT AT
 HK0610'MILEPOST 19.0.
 HK0610'STATION MARK IS A NGS BRASS HORIZONTAL CONTROL DISK SET IN A ROCK
 HK0610'OUTCROP FLUSH WITH THE GROUND AND IS LOCATED 19.1 M (62.7 FT) EAST OF
 HK0610'THE CENTERLINE OF S.H. 165, 5.4 M (17.7 FT) EAST OF A WOOD RAIL FENCE
 HK0610'AND 17.0 M (55.8 FT) NORTH OF THE ENTRANCE GATE TO THE WORK CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0620 ***********************************************************************
 KL0620  DESIGNATION -  LOS ANGELES DENVER AWY BCN 79
 KL0620  PID         -  KL0620
 KL0620  STATE/COUNTY-  CO/SUMMIT
 KL0620  USGS QUAD   -  KING CREEK (1987)
 KL0620
 KL0620                         *CURRENT SURVEY CONTROL
 KL0620  ___________________________________________________________________
 KL0620* NAD 83(1992)-  39 55 40.91244(N)    106 16 11.71851(W)     ADJUSTED  
 KL0620* NAVD 88     -      3317.5    (meters)   10884.     (feet)  VERTCON   
 KL0620  ___________________________________________________________________
 KL0620  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 KL0620  GEOID HEIGHT-         -12.83  (meters)                     GEOID03
 KL0620
 KL0620  HORZ ORDER  -  THIRD
 KL0620
 KL0620.The horizontal coordinates were established by classical geodetic methods
 KL0620.and adjusted by the National Geodetic Survey in January 1993..
 KL0620
 KL0620.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0620
 KL0620.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0620
 KL0620.The geoid height was determined by GEOID03.
 KL0620
 KL0620;                    North         East     Units Scale Factor Converg.
 KL0620;SPC CO C     -   537,618.362   848,584.415   MT  1.00004008   -0 29 08.1
 KL0620;SPC CO C     - 1,763,836.24  2,784,064.03   sFT  1.00004008   -0 29 08.1
 KL0620;SPC CO N     -   371,115.453   848,588.894   MT  0.99997262   -0 29 50.9
 KL0620;SPC CO N     - 1,217,567.95  2,784,078.73   sFT  0.99997262   -0 29 50.9
 KL0620;UTM  13      - 4,420,541.358   391,484.555   MT  0.99974497   -0 48 54.5
 KL0620
 KL0620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0620!SPC CO C     -   0.99948184  x   1.00004008  =   0.99952190
 KL0620!SPC CO N     -   0.99948184  x   0.99997262  =   0.99945447
 KL0620!UTM  13      -   0.99948184  x   0.99974497  =   0.99922694
 KL0620
 KL0620                          SUPERSEDED SURVEY CONTROL
 KL0620
 KL0620  NAD 83(1986)-  39 55 40.90104(N)    106 16 11.71379(W) AD(       ) 4
 KL0620  NAD 27      -  39 55 40.95100(N)    106 16 09.61200(W) AD(       ) 3
 KL0620  NGVD 29 (10/17/91) 3316.0    (m)        10879.     (f) VERT ANG       
 KL0620
 KL0620.Superseded values are not recommended for survey control.
 KL0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0620.See file dsdata.txt to determine how the superseded data were derived.
 KL0620
 KL0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCE9148520541(NAD 83)
 KL0620_MARKER: 22 = AIRWAY BEACON
 KL0620
 KL0620  HISTORY     - Date     Condition        Report By
 KL0620  HISTORY     - 1951     FIRST OBSERVED   CGS
 KL0620  HISTORY     - 1970     GOOD             USFS
 KL0620
 KL0620                          STATION DESCRIPTION
 KL0620
 KL0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 KL0620'THE STATION IS A STANDARD STEEL CONSTRUCTED TOWER WHICH HAS
 KL0620'A 12 FOOT BASE AND IS 60 FEET HIGH.  IT IS PAINTED ALTERNATELY
 KL0620'ORANGE AND WHITE.  THE STATION IS LOCATED AIRLINE ABOUT 8 MILES
 KL0620'SOUTHWEST OF PARSHALL, ABOUT 12 MILES SOUTHWEST OF HOT SULPHUR
 KL0620'SPRINGS AND ABOUT 22 MILES NORTH-NORTHWEST OF DILLON.
 KL0620'
 KL0620'THE POINT OF INTERSECTION WAS THE CENTER OF THE REVOLVING LIGHT.
 KL0620
 KL0620                          STATION RECOVERY (1970)
 KL0620
 KL0620'RECOVERY NOTE BY US FOREST SERVICE 1970
 KL0620'STATION MARK--USC AND GS POINT OF INTERSECTION WAS THE CENTER OF THE
 KL0620'REVOLVING LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0666 ***********************************************************************
 KL0666  DESIGNATION -  LOS ANGELES DENVER AWY BCN 76A
 KL0666  PID         -  KL0666
 KL0666  STATE/COUNTY-  CO/EAGLE
 KL0666  USGS QUAD   -  EAGLE (1987)
 KL0666
 KL0666                         *CURRENT SURVEY CONTROL
 KL0666  ___________________________________________________________________
 KL0666* NAD 83(1992)-  39 44 22.71426(N)    106 48 05.63118(W)     ADJUSTED  
 KL0666* NAVD 88     -      3195.7    (meters)   10485.     (feet)  VERTCON   
 KL0666  ___________________________________________________________________
 KL0666  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 KL0666  GEOID HEIGHT-         -13.45  (meters)                     GEOID03
 KL0666
 KL0666  HORZ ORDER  -  THIRD
 KL0666
 KL0666.The horizontal coordinates were established by classical geodetic methods
 KL0666.and adjusted by the National Geodetic Survey in January 1993..
 KL0666
 KL0666.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0666
 KL0666.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0666
 KL0666.The geoid height was determined by GEOID03.
 KL0666
 KL0666;                    North         East     Units Scale Factor Converg.
 KL0666;SPC CO C     -   517,221.245   802,839.315   MT  0.99999797   -0 49 15.2
 KL0666;SPC CO C     - 1,696,916.70  2,633,981.99   sFT  0.99999797   -0 49 15.2
 KL0666;UTM  13      - 4,400,412.581   345,631.867   MT  0.99989338   -1 09 07.1
 KL0666
 KL0666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0666!SPC CO C     -   0.99950100  x   0.99999797  =   0.99949897
 KL0666!UTM  13      -   0.99950100  x   0.99989338  =   0.99939443
 KL0666
 KL0666                          SUPERSEDED SURVEY CONTROL
 KL0666
 KL0666  NAD 83(1986)-  39 44 22.71055(N)    106 48 05.62250(W) AD(       ) 4
 KL0666  NAD 27      -  39 44 22.76200(N)    106 48 03.50600(W) AD(       ) 3
 KL0666  NGVD 29 (10/17/91) 3194.2    (m)        10480.     (f) VERT ANG       
 KL0666
 KL0666.Superseded values are not recommended for survey control.
 KL0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0666.See file dsdata.txt to determine how the superseded data were derived.
 KL0666
 KL0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCE4563200413(NAD 83)
 KL0666_MARKER: 22 = AIRWAY BEACON
 KL0666_SETTING: 0 = UNSPECIFIED SETTING
 KL0666_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0666
 KL0666  HISTORY     - Date     Condition        Report By
 KL0666  HISTORY     - 1953     FIRST OBSERVED   CGS
 KL0666  HISTORY     - 1959     GOOD             AMS
 KL0666  HISTORY     - 1979     GOOD             NGS
 KL0666
 KL0666                          STATION DESCRIPTION
 KL0666
 KL0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KL0666'THE STATION IS LOCATED ABOUT 12-1/2 MILES NORTHEAST OF GYPSUM,
 KL0666'8 MILES NORTHWEST OF WALCOTT, 7-1/2 MILES NORTH OF EAGLE,
 KL0666'1 MILE SOUTHEAST OF AN OLD FOREST SERVICE LOOKOUT TOWER ON CASTLE
 KL0666'PEAKS AND ON A HIGH POINT AT THE SOUTHEAST END OF CASTLE PEAKS.
 KL0666'IT IS A 4 LEGGED STEEL STRUCTURE SUPPORTING A ROTATING BEACON
 KL0666'WITH AN OVERALL HEIGHT OF ABOUT 50 FEET.
 KL0666'
 KL0666'THE STATION WAS NOT VISITED DUE TO SNOW AND MUDDY ROADS BUT
 KL0666'THE FOLLOWING INFORMATION WAS OBTAINED AT THE GYPSUM AIRPORT.
 KL0666'
 KL0666'TO REACH THE STATION FROM THE DEPOT IN EAGLE, GO EAST ON
 KL0666'U.S. HIGHWAYS 6 AND 24 FOR 0.35 MILE TO A T-ROAD LEFT.  TURN
 KL0666'LEFT AND GO NORTH, CROSSING A BRIDGE, FOR 0.1 MILE TO A
 KL0666'FORK, TAKE THE RIGHT FORK AND FOLLOW A WINDING ROAD NORTH AND
 KL0666'NORTHEASTERLY, PASSING THROUGH TWO RANCHS AND SEVERAL GATES,
 KL0666'FOR 8.5 MILES TO A FORK.  (THE RIGHT FORK LEADS EASTERLY
 KL0666'FOR 0.5 MILE TO A C.A.A. RADIO RANGE STATION.) TAKE THE
 KL0666'LEFT FORK AND FOLLOW A WINDING TRACK ROAD NORTHERLY UP THE
 KL0666'SLOPE OF THE MOUNTAIN FOR WHAT IS ABOUT 2 MILES AIRLINE
 KL0666'DISTANCE TO THE HIGHEST POINT AT THE SOUTHEAST END OF THE
 KL0666'CASTLE PEAKS AND THE STATION AS DESCRIBED.
 KL0666
 KL0666                          STATION RECOVERY (1959)
 KL0666
 KL0666'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1959
 KL0666'THE BEACON AND TOWER WERE RECOVERED AS DESCRIBED.
 KL0666
 KL0666                          STATION RECOVERY (1979)
 KL0666
 KL0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (JDS)
 KL0666'STATION RECOVERED AS DESCRIBED.
 KL0666'
 KL0666'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6 MILES NORTH
 KL0666'OF EAGLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0699 ***********************************************************************
 KL0699  DESIGNATION -  LOS ANGELES DENVER AWY BCN 73
 KL0699  PID         -  KL0699
 KL0699  STATE/COUNTY-  CO/GARFIELD
 KL0699  USGS QUAD   -  CENTER MOUNTAIN (1987)
 KL0699
 KL0699                         *CURRENT SURVEY CONTROL
 KL0699  ___________________________________________________________________
 KL0699* NAD 83(1992)-  39 25 21.47130(N)    107 22 33.70677(W)     ADJUSTED  
 KL0699* NAVD 88     -                                                        
 KL0699  ___________________________________________________________________
 KL0699  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 KL0699  GEOID HEIGHT-         -14.99  (meters)                     GEOID03
 KL0699
 KL0699  HORZ ORDER  -  THIRD
 KL0699
 KL0699.The horizontal coordinates were established by classical geodetic methods
 KL0699.and adjusted by the National Geodetic Survey in January 1993..
 KL0699
 KL0699
 KL0699.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0699
 KL0699.The geoid height was determined by GEOID03.
 KL0699
 KL0699;                    North         East     Units Scale Factor Converg.
 KL0699;SPC CO C     -   482,894.103   752,878.645   MT  0.99995162   -1 10 59.5
 KL0699;SPC CO C     - 1,584,295.07  2,470,069.35   sFT  0.99995162   -1 10 59.5
 KL0699;UTM  13      - 4,366,372.014   295,473.539   MT  1.00011506   -1 30 33.8
 KL0699
 KL0699                          SUPERSEDED SURVEY CONTROL
 KL0699
 KL0699  NAD 83(1986)-  39 25 21.46729(N)    107 22 33.71114(W) AD(       ) 4
 KL0699  NAD 27      -  39 25 21.55500(N)    107 22 31.52000(W) AD(       ) 3
 KL0699
 KL0699.Superseded values are not recommended for survey control.
 KL0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0699.See file dsdata.txt to determine how the superseded data were derived.
 KL0699
 KL0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD9547466372(NAD 83)
 KL0699_MARKER: 22 = AIRWAY BEACON
 KL0699
 KL0699  HISTORY     - Date     Condition        Report By
 KL0699  HISTORY     - 1953     FIRST OBSERVED   CGS
 KL0699
 KL0699                          STATION DESCRIPTION
 KL0699
 KL0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KL0699'THE STATION IS LOCATED ABOUT 8-1/2 MILES SOUTH OF GLENWOOD
 KL0699'SPRINGS ON THE HIGHEST POINT OF SUNLIGHT PEAK.
 KL0699'
 KL0699'IT IS A FOUR LEGGED STEEL STRUCTURE SUPPORTING A ROTATING WHITE
 KL0699'BEACON, IS PAINTED ALTERNATELY RED AND WHITE AND HAS AN OVER-ALL
 KL0699'HEIGHT OF 50 FEET.
 KL0699'
 KL0699'THE TOP AND CENTER OF THE BEACON WAS OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0618 ***********************************************************************
 HL0618  DESIGNATION -  LOS PINOS
 HL0618  PID         -  HL0618
 HL0618  STATE/COUNTY-  CO/ARCHULETA
 HL0618  USGS QUAD   -  BALDY MOUNTAIN (1964)
 HL0618
 HL0618                         *CURRENT SURVEY CONTROL
 HL0618  ___________________________________________________________________
 HL0618* NAD 83(1992)-  37 15 20.61993(N)    107 24 31.12472(W)     ADJUSTED  
 HL0618* NAVD 88     -      2622.     (meters)    8602.     (feet)  SCALED    
 HL0618  ___________________________________________________________________
 HL0618  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 HL0618  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 HL0618
 HL0618  HORZ ORDER  -  SECOND
 HL0618
 HL0618.The horizontal coordinates were established by classical geodetic methods
 HL0618.and adjusted by the National Geodetic Survey in January 1993..
 HL0618
 HL0618.The orthometric height was scaled from a topographic map.
 HL0618
 HL0618.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0618
 HL0618.The geoid height was determined by GEOID03.
 HL0618
 HL0618;                    North         East     Units Scale Factor Converg.
 HL0618;SPC CO S     -   371,906.831   745,093.189   MT  0.99999601   -1 10 14.6
 HL0618;SPC CO S     - 1,220,164.33  2,444,526.57   sFT  0.99999601   -1 10 14.6
 HL0618;UTM  13      - 4,125,960.696   286,391.070   MT  1.00016210   -1 27 31.3
 HL0618
 HL0618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0618!SPC CO S     -   0.99959151  x   0.99999601  =   0.99958752
 HL0618!UTM  13      -   0.99959151  x   1.00016210  =   0.99975354
 HL0618
 HL0618|---------------------------------------------------------------------|
 HL0618| PID    Reference Object                     Distance      Geod. Az  |
 HL0618|                                                           dddmmss.s |
 HL0618| CM7585 LOS PINOS RM 1                        5.511 METERS 07541     |
 HL0618| CM7586 LOS PINOS RM 2                       26.862 METERS 12623     |
 HL0618| HL0609 SANDOVAL                            APPROX.21.9 KM 1673204.0 |
 HL0618|---------------------------------------------------------------------|
 HL0618
 HL0618                          SUPERSEDED SURVEY CONTROL
 HL0618
 HL0618  NAD 83(1986)-  37 15 20.61490(N)    107 24 31.12741(W) AD(       ) 2
 HL0618  NAD 27      -  37 15 20.60100(N)    107 24 28.94500(W) AD(       ) 2
 HL0618
 HL0618.Superseded values are not recommended for survey control.
 HL0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0618.See file dsdata.txt to determine how the superseded data were derived.
 HL0618
 HL0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB8639125961(NAD 83)
 HL0618_MARKER: Z = SEE DESCRIPTION
 HL0618_SETTING: 0 = UNSPECIFIED SETTING
 HL0618
 HL0618  HISTORY     - Date     Condition        Report By
 HL0618  HISTORY     - 1936     MONUMENTED       CGS
 HL0618  HISTORY     - 1960     GOOD             USFS
 HL0618
 HL0618                          STATION DESCRIPTION
 HL0618
 HL0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 HL0618'STATION IS LOCATED ON THE MIDDLE ONE OF A SERIES OF SHARPLY
 HL0618'TILTED ROCK HILLS ALONG THE NE SIDE OF YELLOWJACKET CREEK,
 HL0618'COVERED WITH BRUSH AND TIMBER.  ABOUT 10-1/2 MILES N OF E
 HL0618'OF BAYFIELD, ABOUT 21-1/2 MILES W OF PAGOSA SPRINGS, AND
 HL0618'ABOUT 2 MILES N OF THE YELLOWJACKET RANGER STATION, IN THE
 HL0618'S PART OF SEC. 34, T 35 N, R 5 W.
 HL0618'
 HL0618'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL HOLES
 HL0618'IN OUTCROPPING BEDROCK.
 HL0618'
 HL0618'REACHED FROM BAYFIELD AS FOLLOWS--FROM THE THREE WAY GAS
 HL0618'STATION IN BAYFIELD GO E ON U.S. HIGHWAY 160 FOR 15.9 MILES
 HL0618'TO YELLOWJACKET RANGER STATION ON THE RIGHT, CONTINUE ON
 HL0618'0.8 MILE TO A GATE AND ROAD TO THE LEFT.  (JUST W OF THE
 HL0618'YELLOWJACKET SCHOOLHOUSE.) TURN LEFT ON THIS ROAD THROUGH
 HL0618'GATE AND GO 0.05 MILE TO ANOTHER GATE, CONTINUE WESTERLY FOR
 HL0618'0.35 MILE TO ANOTHER GATE, CONTINUE THROUGH GATE FOR 0.5 MILE
 HL0618'TO HOUSE ON LEFT, CONTINUE ON CROSSING SMALL CREEK FOR 1.0
 HL0618'MILE TO FENCE AND WIRE GATE TO END OF TRUCK TRAVEL.  FROM
 HL0618'HERE THE STATION LIES TO THE E.  THE RIDGE CAN BE CLIMBED
 HL0618'THROUGH HEAVY BRUSH OR YOU CAN GO UP A STEEP DRAW S OF THE
 HL0618'RIDGE MISSING THE BRUSH TO TOP OF RIDGE AND STATION.  AN 1
 HL0618'1/2 HOUR PACK.
 HL0618
 HL0618                          STATION RECOVERY (1960)
 HL0618
 HL0618'RECOVERY NOTE BY US FOREST SERVICE 1960
 HL0618'STATION MARK FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0461 ***********************************************************************
 KJ0461  DESIGNATION -  LOST ET
 KJ0461  PID         -  KJ0461
 KJ0461  STATE/COUNTY-  CO/YUMA
 KJ0461  USGS QUAD   -  ABARR SE (1968)
 KJ0461
 KJ0461                         *CURRENT SURVEY CONTROL
 KJ0461  ___________________________________________________________________
 KJ0461* NAD 83(1992)-  39 47 59.71478(N)    102 36 54.17730(W)     ADJUSTED  
 KJ0461* NAVD 88     -      1280.9    (meters)    4202.     (feet)  VERTCON   
 KJ0461  ___________________________________________________________________
 KJ0461  LAPLACE CORR-          -4.14  (seconds)                    DEFLEC99
 KJ0461  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 KJ0461
 KJ0461  HORZ ORDER  -  FIRST
 KJ0461
 KJ0461.The horizontal coordinates were established by classical geodetic methods
 KJ0461.and adjusted by the National Geodetic Survey in January 1993..
 KJ0461
 KJ0461.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0461
 KJ0461.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0461
 KJ0461.The geoid height was determined by GEOID03.
 KJ0461
 KJ0461;                    North         East     Units Scale Factor Converg.
 KJ0461;SPC CO N     -   360,624.429 1,161,429.769   MT  0.99998761   +1 51 50.6
 KJ0461;SPC CO N     - 1,183,148.65  3,810,457.50   sFT  0.99998761   +1 51 50.6
 KJ0461;UTM  13      - 4,408,271.816   704,182.371   MT  1.00011329   +1 31 37.8
 KJ0461
 KJ0461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0461!SPC CO N     -   0.99980252  x   0.99998761  =   0.99979013
 KJ0461!UTM  13      -   0.99980252  x   1.00011329  =   0.99991579
 KJ0461
 KJ0461:                Primary Azimuth Mark                     Grid Az
 KJ0461:SPC CO N     -  SAND ET                                  079 35 14.1
 KJ0461:UTM  13      -  SAND ET                                  079 55 26.9
 KJ0461
 KJ0461|---------------------------------------------------------------------|
 KJ0461| PID    Reference Object                     Distance      Geod. Az  |
 KJ0461|                                                           dddmmss.s |
 KJ0461| KJ0407 SAND ET                             APPROX.15.2 KM 0812704.7 |
 KJ0461| CP7668 LOST ET RM 1                         13.446 METERS 17000     |
 KJ0461| CP7669 LOST ET RM 2                         13.356 METERS 26026     |
 KJ0461|---------------------------------------------------------------------|
 KJ0461
 KJ0461                          SUPERSEDED SURVEY CONTROL
 KJ0461
 KJ0461  NAD 83(1986)-  39 47 59.71132(N)    102 36 54.17478(W) AD(       ) 1
 KJ0461  NAD 27      -  39 47 59.74807(N)    102 36 52.43899(W) AD(       ) 1
 KJ0461  NGVD 29 (07/19/86) 1280.3    (m)         4200.     (f) VERT ANG       
 KJ0461
 KJ0461.Superseded values are not recommended for survey control.
 KJ0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0461.See file dsdata.txt to determine how the superseded data were derived.
 KJ0461
 KJ0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGE0418208272(NAD 83)
 KJ0461_MARKER: DD = SURVEY DISK
 KJ0461_SETTING: 0 = UNSPECIFIED SETTING
 KJ0461
 KJ0461  HISTORY     - Date     Condition        Report By
 KJ0461  HISTORY     - 1968     MONUMENTED       USGS
 KJ0461
 KJ0461                          STATION DESCRIPTION
 KJ0461
 KJ0461'DESCRIBED BY US GEOLOGICAL SURVEY 1968 (IGT)
 KJ0461'THE STATION IS LOCATED NORTH 69 DEG WEST ABOUT 18.4 MILES AIRLINE
 KJ0461'FROM IDALIA, COLORADO ON THE HIGH POINT OF DUNE HILL ABOUT 900 FEET
 KJ0461'SOUTH AND 380 FEET WEST OF THE NORTHEAST CORNER OF SECTION 15,
 KJ0461'T.3S., R.47W.
 KJ0461'
 KJ0461'TO REACH FROM THE X-RDS. IN IDALIA, GO 15.4 MILES WEST ON
 KJ0461'U.S. HIGHWAY 36 TO A X-RDS., TURN RIGHT AND GO 7.0 MILES NORTH ON
 KJ0461'GRADED ROAD, THENCE 2.0 MILES WEST, THENCE 2.0 MILES NORTH, THENCE
 KJ0461'1.0 MILE WEST, THENCE 0.85 MILE NORTH TO THE STATION SITE ABOUT
 KJ0461'380 FEET WEST OF THE ROAD.  THE STATION IS 6 FEET EAST OF A USGS
 KJ0461'WITNESS SIGN MOUNTED ON A METAL POST.
 KJ0461'
 KJ0461'STATION MARK--A USGS BRONZE TABLET CRIMPED TO A COPPERWELD ROD
 KJ0461'DRIVE TO A DEPTH OF 15 FEET, CENTERED IN AN ORANGEBURG TILE, 6
 KJ0461'INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH GRAVEL.  THE TABLET
 KJ0461'IS FLUSH WITH THE GROUND AND IS STAMPED LOST ET 1968.
 KJ0461'
 KJ0461'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 KJ0461'TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN AN
 KJ0461'ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG
 KJ0461'FILLED WITH GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS
 KJ0461'STAMPED LOST ET 1968 - 1.
 KJ0461'
 KJ0461'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 KJ0461'TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET CENTERED IN AN
 KJ0461'ORANGEBURG TILE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH
 KJ0461'GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED LOST
 KJ0461'ET 1968 - 2.
 KJ0461'
 KJ0461'THE DISTANCE BETWEEN REFERENCE MARKS IS 62.42 FEET OR 19.028 METERS
 KJ0461'(62.428 FEET).
 KJ0461'
 KJ0461'STATION SOAP ET 1968 IS VISIBLE FROM THE GROUND AND WILL SERVE AS
 KJ0461'THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0285 ***********************************************************************
 KL0285  DESIGNATION -  LOST MAN
 KL0285  PID         -  KL0285
 KL0285  STATE/COUNTY-  CO/PITKIN
 KL0285  USGS QUAD   -  INDEPENDENCE PASS (1994)
 KL0285
 KL0285                         *CURRENT SURVEY CONTROL
 KL0285  ___________________________________________________________________
 KL0285* NAD 83(1986)-  39 07 18.     (N)    106 37 30.     (W)     SCALED    
 KL0285* NAVD 88     -      3203.553  (meters)   10510.32   (feet)  ADJUSTED  
 KL0285  ___________________________________________________________________
 KL0285  GEOID HEIGHT-         -13.02  (meters)                     GEOID03
 KL0285  DYNAMIC HT  -        3199.174 (meters)   10495.96  (feet)  COMP
 KL0285  MODELED GRAV-     979,143.8   (mgal)                       NAVD 88
 KL0285
 KL0285  VERT ORDER  -  SECOND    CLASS 0
 KL0285
 KL0285.The horizontal coordinates were scaled from a topographic map and have
 KL0285.an estimated accuracy of +/- 6 seconds.
 KL0285
 KL0285.The orthometric height was determined by differential leveling
 KL0285.and adjusted by the National Geodetic Survey in June 1991..
 KL0285
 KL0285.The geoid height was determined by GEOID03.
 KL0285
 KL0285.The dynamic height is computed by dividing the NAVD 88
 KL0285.geopotential number by the normal gravity value computed on the
 KL0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0285.degrees latitude (g = 980.6199 gals.).
 KL0285
 KL0285.The modeled gravity was interpolated from observed gravity values.
 KL0285
 KL0285;                    North         East    Units  Estimated Accuracy
 KL0285;SPC CO C     -   448,420.      817,120.      MT  (+/- 180 meters Scaled)
 KL0285
 KL0285                          SUPERSEDED SURVEY CONTROL
 KL0285
 KL0285  NGVD 29 (??/??/92) 3201.702  (m)        10504.25   (f) ADJ UNCH    2 0
 KL0285
 KL0285.Superseded values are not recommended for survey control.
 KL0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0285.See file dsdata.txt to determine how the superseded data were derived.
 KL0285
 KL0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD595315(NAD 83)
 KL0285_MARKER: DB = BENCH MARK DISK
 KL0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0285_STAMPING: LOST MAN 1934
 KL0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0285+STABILITY: SURFACE MOTION
 KL0285
 KL0285  HISTORY     - Date     Condition        Report By
 KL0285  HISTORY     - 1934     MONUMENTED       CGS
 KL0285  HISTORY     - 19950817 MARK NOT FOUND   USPSQD
 KL0285
 KL0285                          STATION DESCRIPTION
 KL0285
 KL0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KL0285'5.8 MI W FROM INDEPENDENCE PASS.
 KL0285'IN PITKIN COUNTY, 5.8 MILES WEST ALONG STATE HIGHWAY 82 FROM BENCH
 KL0285'MARK E 159 AT INDEPENDENCE PASS, LAKE COUNTY, AT THE LOST MAN RANGER
 KL0285'STATION, 147 FEET NORTHWEST OF POLE 1415, 50 FEET SOUTHWEST OF THE
 KL0285'CENTERLINE OF THE HIGHWAY, 15.5 FEET NORTH OF THE NORTH CORNER OF THE
 KL0285'RANGERS CABIN, 14.8 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD
 KL0285'LEADING TO THE STATION, 19 FEET NORTHWEST OF A 2.5-FOOT CROTCHED PINE
 KL0285'TREE, AND 3.5 FEET NORTHWEST OF THE RANGER STATION SIGNBOARD.  A
 KL0285'STANDARD DISK, STAMPED LOST MAN 1934 AND SET IN THE TOP OF A CONCRETE
 KL0285'POST.
 KL0285
 KL0285                          STATION RECOVERY (1995)
 KL0285
 KL0285'RECOVERY NOTE BY US POWER SQUADRON 1995
 KL0285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0298 ***********************************************************************
 HJ0298  DESIGNATION -  LOUISE
 HJ0298  PID         -  HJ0298
 HJ0298  STATE/COUNTY-  CO/BACA
 HJ0298  USGS QUAD   -  TWO BUTTES NW (1971)
 HJ0298
 HJ0298                         *CURRENT SURVEY CONTROL
 HJ0298  ___________________________________________________________________
 HJ0298* NAD 83(1992)-  37 37 34.10371(N)    102 24 06.56374(W)     ADJUSTED  
 HJ0298* NAVD 88     -      1267.     (meters)    4157.     (feet)  SCALED    
 HJ0298  ___________________________________________________________________
 HJ0298  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 HJ0298  GEOID HEIGHT-         -23.42  (meters)                     GEOID03
 HJ0298
 HJ0298  HORZ ORDER  -  FIRST
 HJ0298
 HJ0298.The horizontal coordinates were established by classical geodetic methods
 HJ0298.and adjusted by the National Geodetic Survey in November 1994..
 HJ0298
 HJ0298.The orthometric height was scaled from a topographic map.
 HJ0298
 HJ0298.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0298
 HJ0298.The geoid height was determined by GEOID03.
 HJ0298
 HJ0298;                    North         East     Units Scale Factor Converg.
 HJ0298;SPC CO S     -   415,821.307 1,187,834.692   MT  0.99995196   +1 54 01.3
 HJ0298;SPC CO S     - 1,364,240.40  3,897,087.65   sFT  0.99995196   +1 54 01.3
 HJ0298;UTM  13      - 4,167,510.861   729,286.352   MT  1.00024760   +1 35 12.8
 HJ0298
 HJ0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0298!SPC CO S     -   0.99980496  x   0.99995196  =   0.99975693
 HJ0298!UTM  13      -   0.99980496  x   1.00024760  =   1.00005252
 HJ0298
 HJ0298:                Primary Azimuth Mark                     Grid Az
 HJ0298:SPC CO S     -  WALSH MUNICIPAL TANK                     155 48 22.8
 HJ0298:UTM  13      -  WALSH MUNICIPAL TANK                     156 07 11.3
 HJ0298
 HJ0298|---------------------------------------------------------------------|
 HJ0298| PID    Reference Object                     Distance      Geod. Az  |
 HJ0298|                                                           dddmmss.s |
 HJ0298| HJ0315 WALSH MUNICIPAL TANK                APPROX.28.6 KM 1574224.1 |
 HJ0298| HJ0314 WALSH HIGH PLAINS GRAIN ELEV        APPROX.28.4 KM 1580737.7 |
 HJ0298| CM9002 LOUISE RM 1                          27.141 METERS 17656     |
 HJ0298| CM9001 LOUISE AZ MK                                       1801539.7 |
 HJ0298| CM9003 LOUISE RM 2                          21.757 METERS 27116     |
 HJ0298|---------------------------------------------------------------------|
 HJ0298
 HJ0298                          SUPERSEDED SURVEY CONTROL
 HJ0298
 HJ0298  NAD 83(1992)-  37 37 34.10393(N)    102 24 06.56222(W) AD(       ) 1
 HJ0298  NAD 83(1986)-  37 37 34.10332(N)    102 24 06.55422(W) AD(       ) 1
 HJ0298  NAD 27      -  37 37 34.06757(N)    102 24 04.87248(W) AD(       ) 1
 HJ0298
 HJ0298.Superseded values are not recommended for survey control.
 HJ0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0298.See file dsdata.txt to determine how the superseded data were derived.
 HJ0298
 HJ0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB2928667511(NAD 83)
 HJ0298_MARKER: DS = TRIANGULATION STATION DISK
 HJ0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0298
 HJ0298  HISTORY     - Date     Condition        Report By
 HJ0298  HISTORY     - 1953     MONUMENTED       CGS
 HJ0298
 HJ0298                          STATION DESCRIPTION
 HJ0298
 HJ0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HJ0298'THE STATION IS LOCATED ON THE EAST SIDE OF A NORTH-SOUTH
 HJ0298'GRAVELED ROAD, ABOUT 4 MILES AIRLINE NORTH OF THE VILLAGE OF TWO
 HJ0298'BUTTES, ABOUT 11 MILES AIRLINE WEST OF LYCAN, AND ABOUT 19
 HJ0298'MILES AIRLINE NORTHEAST OF SPRINGFIELD.
 HJ0298'
 HJ0298'TO REACH THE STATION FROM THE POST OFFICE IN TWO BUTTES GO
 HJ0298'WEST 0.15 MILE TO A CROSS ROAD.  TURN RIGHT AND GO NORTH ON A
 HJ0298'GRAVELED ROAD 0.7 MILE TO A FORK.  KEEP STRAIGHT AHEAD, ON THE
 HJ0298'RIGHT FORK, AND GO 2.0 MILES TO A CROSS ROAD.  KEEP STRAIGHT
 HJ0298'AHEAD, NORTH, AND GO 1.0 MILE TO A FENCE CORNER AND THE AZIMUTH
 HJ0298'MARK ON THE LEFT.  KEEP STRAIGHT AHEAD, NORTH, AND GO 0.8 MILE
 HJ0298'TO THE TOP OF A SLIGHT RISE, A WITNESS POST, AND THE STATION
 HJ0298'ON THE RIGHT.
 HJ0298'
 HJ0298'THE STATION MARK IS A STANDARD DISK STAMPED, LOUISE 1953 SET
 HJ0298'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS 2
 HJ0298'INCHES ABOVE THE GROUND.  IT IS 5 FEET WEST OF A FENCE LINE,
 HJ0298'6 FEET SOUTH OF A WITNESS POST, AND 33 FEET EAST OF THE
 HJ0298'CENTERLINE OF THE ROAD.
 HJ0298'
 HJ0298'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED, LOUISE NO 1
 HJ0298'1953 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 HJ0298'PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 1 FOOT WEST OF A
 HJ0298'FENCE LINE, 37 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 1
 HJ0298'FOOT LOWER THAN THE STATION.
 HJ0298'
 HJ0298'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED, LOUISE NO
 HJ0298'2 1953 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 HJ0298'IS FLUSH WITH THE GROUND.  IT IS 1 FOOT EAST OF A FENCE LINE,
 HJ0298'37 FEET WEST OF THE CENTERLINE OF THE ROAD, AND 2 FEET LOWER
 HJ0298'THAN THE STATION.
 HJ0298'
 HJ0298'THE AZIMUTH MARK IS A STANDARD DISK STAMPED, LOUISE 1953 SET
 HJ0298'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 HJ0298'2 INCHES ABOVE THE GROUND.  IT IS 2 FEET EAST OF A FENCE CORNER
 HJ0298'AND 34 FEET WEST OF THE CENTERLINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2078 ***********************************************************************
 KK2078  DESIGNATION -  LOUVIERS CHIMNEY
 KK2078  PID         -  KK2078
 KK2078  STATE/COUNTY-  CO/DOUGLAS
 KK2078  USGS QUAD   -  KASSLER (1994)
 KK2078
 KK2078                         *CURRENT SURVEY CONTROL
 KK2078  ___________________________________________________________________
 KK2078* NAD 83(1992)-  39 28 50.88989(N)    105 00 38.70753(W)     ADJUSTED  
 KK2078* NAVD 88     -      1781.9    (meters)    5846.     (feet)  VERTCON   
 KK2078  ___________________________________________________________________
 KK2078  LAPLACE CORR-          -9.99  (seconds)                    DEFLEC99
 KK2078  GEOID HEIGHT-         -16.43  (meters)                     GEOID03
 KK2078
 KK2078  HORZ ORDER  -  THIRD
 KK2078
 KK2078.The horizontal coordinates were established by classical geodetic methods
 KK2078.and adjusted by the National Geodetic Survey in January 1993..
 KK2078
 KK2078.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2078
 KK2078.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2078
 KK2078.The geoid height was determined by GEOID03.
 KK2078
 KK2078;                    North         East     Units Scale Factor Converg.
 KK2078;SPC CO C     -   487,797.793   956,493.310   MT  0.99995783   +0 18 30.8
 KK2078;SPC CO C     - 1,600,383.26  3,138,095.13   sFT  0.99995783   +0 18 30.8
 KK2078;UTM  13      - 4,370,134.043   499,075.292   MT  0.99960001   -0 00 24.6
 KK2078
 KK2078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2078!SPC CO C     -   0.99972309  x   0.99995783  =   0.99968093
 KK2078!UTM  13      -   0.99972309  x   0.99960001  =   0.99932321
 KK2078
 KK2078                          SUPERSEDED SURVEY CONTROL
 KK2078
 KK2078  NAD 83(1986)-  39 28 50.88597(N)    105 00 38.70582(W) AD(       ) 4
 KK2078  NGVD 29 (03/12/92) 1781.0    (m)         5843.     (f) VERT ANG       
 KK2078
 KK2078.Superseded values are not recommended for survey control.
 KK2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2078.See file dsdata.txt to determine how the superseded data were derived.
 KK2078
 KK2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9907570134(NAD 83)
 KK2078_MARKER: 85 = CHIMNEY
 KK2078
 KK2078  HISTORY     - Date     Condition        Report By
 KK2078  HISTORY     - 1944     FIRST OBSERVED   USGS
 KK2078
 KK2078                          STATION DESCRIPTION
 KK2078
 KK2078'DESCRIBED BY US GEOLOGICAL SURVEY 1944
 KK2078'LOCATED ABOUT 11 MI. S. OF LITTLETON, AT DUPONT POWDER PLANT.
 KK2078'
 KK2078'STATION MARK--POINT INTERSECTED WAS CENTER OF TOP OF HIGH CONCRETE
 KK2078'CHIMNEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2098 ***********************************************************************
 KK2098  CBN         -  This is a Cooperative Base Network Control Station.
 KK2098  DESIGNATION -  LOVE
 KK2098  PID         -  KK2098
 KK2098  STATE/COUNTY-  CO/DOUGLAS
 KK2098  USGS QUAD   -  RUSSELLVILLE GULCH (1994)
 KK2098
 KK2098                         *CURRENT SURVEY CONTROL
 KK2098  ___________________________________________________________________
 KK2098* NAD 83(1992)-  39 21 44.47043(N)    104 39 58.62146(W)     ADJUSTED  
 KK2098* NAVD 88     -      2043.9    (meters)    6706.     (feet)  GPS OBS   
 KK2098  ___________________________________________________________________
 KK2098  X           -  -1,250,620.328 (meters)                     COMP
 KK2098  Y           -  -4,778,535.706 (meters)                     COMP
 KK2098  Z           -   4,024,785.131 (meters)                     COMP
 KK2098  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 KK2098  ELLIP HEIGHT-        2026.60  (meters)          (10/21/02) GPS OBS
 KK2098  GEOID HEIGHT-         -17.34  (meters)                     GEOID03
 KK2098
 KK2098  HORZ ORDER  -  B
 KK2098  ELLP ORDER  -  FOURTH    CLASS II
 KK2098
 KK2098.The horizontal coordinates were established by GPS observations
 KK2098.and adjusted by the National Geodetic Survey in May 1992..
 KK2098
 KK2098.The orthometric height was determined by GPS observations and a
 KK2098.high-resolution geoid model.
 KK2098
 KK2098.Photographs are available for this station.
 KK2098
 KK2098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK2098
 KK2098.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2098
 KK2098.The ellipsoidal height was determined by GPS observations
 KK2098.and is referenced to NAD 83.
 KK2098
 KK2098.The geoid height was determined by GEOID03.
 KK2098
 KK2098;                    North         East     Units Scale Factor Converg.
 KK2098;SPC CO C     -   474,864.046   986,248.986   MT  0.99994628   +0 31 32.9
 KK2098;SPC CO C     - 1,557,949.79  3,235,718.55   sFT  0.99994628   +0 31 32.9
 KK2098;UTM  13      - 4,357,041.627   528,749.139   MT  0.99961018   +0 12 41.9
 KK2098
 KK2098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2098!SPC CO C     -   0.99968215  x   0.99994628  =   0.99962845
 KK2098!UTM  13      -   0.99968215  x   0.99961018  =   0.99929245
 KK2098
 KK2098                          SUPERSEDED SURVEY CONTROL
 KK2098
 KK2098  NAD 83(1986)-  39 21 44.46449(N)    104 39 58.62024(W) AD(       ) 3
 KK2098  ELLIP H (05/26/92) 2026.64   (m)                       GP(       ) 4 1
 KK2098  NGVD 29 (06/11/92) 2042.9    (m)         6702.     (f) GPS OBS        
 KK2098
 KK2098.Superseded values are not recommended for survey control.
 KK2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2098.See file dsdata.txt to determine how the superseded data were derived.
 KK2098
 KK2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED2874957042(NAD 83)
 KK2098_MARKER: I = METAL ROD
 KK2098_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KK2098_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KK2098_STAMPING: LOVE 1991
 KK2098_MARK LOGO: NGS   
 KK2098_PROJECTION: FLUSH
 KK2098_MAGNETIC: I = MARKER IS A STEEL ROD
 KK2098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK2098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK2098+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2005
 KK2098_ROD/PIPE-DEPTH: 3.9  meters
 KK2098_SLEEVE-DEPTH  : 1.0 meters
 KK2098
 KK2098  HISTORY     - Date     Condition        Report By
 KK2098  HISTORY     - 1991     MONUMENTED       NGS
 KK2098  HISTORY     - 19940307 GOOD             MSAM
 KK2098  HISTORY     - 20010401 GOOD             CODOT
 KK2098  HISTORY     - 20050516 GOOD             WSSUR
 KK2098
 KK2098                          STATION DESCRIPTION
 KK2098
 KK2098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KK2098'STATION IS LOCATED ABOUT 8 KM (5.0 MI) EAST-SOUTHEAST OF FRANKTOWN,
 KK2098'0.3 KM (0.2 MI) WEST OF THE DOUGLAS-ELBERT COUNTY LINE, ALONG STATE
 KK2098'HIGHWAY 86, IN A FIELD ON THE NORTH SIDE OF THE HIGHWAY, AT MILE
 KK2098'12.1, IN THE SOUTHEAST 1/4 OF SECTION 9, T 8 S, R 65 W.
 KK2098'OWNERSHIP--DOUGLAS COUNTY.
 KK2098'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 83 AND 86 IN FRANKTOWN,
 KK2098'GO EAST ON HIGHWAY 86 FOR 6.84 KM (4.25 MI) TO A ROAD RIGHT AT TOP OF
 KK2098'GRADE (DEERFIELD ROAD).  CONTINUE AHEAD FOR 1.37 KM (0.85 MI) TO AN
 KK2098'OFFSET GRAVEL CROSSROAD.  TURN LEFT, NORTH, ON ROCKY CLIFF TRAIL FOR
 KK2098'ABOUT 40 M (131.2 FT) TO A UTILITY POLE ON THE RIGHT.  TURN RIGHT,
 KK2098'EAST, INTO FIELD FOR 45 M (147.6 FT) TO THE STATION.
 KK2098'STATION MARK IS A PUNCH HOLE TOP CENTER IN A STEEL ROD ENCASED IN A
 KK2098'PVC PIPE WITH LOGO CAP SET IN A 0.5 M (1.6 FT) CONCRETE POST FLUSH
 KK2098'WITH THE GROUND.  IT IS 20.3 M (66.6 FT) NORTH OF THE HIGHWAY
 KK2098'RIGHT-OF-WAY FENCE, 55.7 M (182.7 FT) EAST OF THE GRAVEL ROAD CENTER,
 KK2098'44.9 M (147.3 FT) EAST OF THE UTILITY POLE, 1.0 M (3.3 FT) SOUTH OF A
 KK2098'FIBERGLASS WITNESS POST, 1.0 M (3.3 FT) NORTHWEST OF A FIBERGLASS
 KK2098'WITNESS POST AND 1.0 M (3.3 FT) NORTHEAST OF A FIBERGLASS WITNESS
 KK2098'POST.
 KK2098'DESCRIBED BY G.R.HEID
 KK2098
 KK2098                          STATION RECOVERY (1994)
 KK2098
 KK2098'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1994 (KCH)
 KK2098'RECOVERED AS DESCRIBED.
 KK2098
 KK2098                          STATION RECOVERY (2001)
 KK2098
 KK2098'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2001 (DAS)
 KK2098'THE STATION IS LOCATED ABOUT 5.0 MILES EAST-SOUTHEAST OF
 KK2098'FRANKTOWN, 0.2 MILES WEST OF THE DOUGLAS-ELBERT COUNTY LINE,
 KK2098'ALONG STATE HIGHWAY 86, IN A FIELD ON THE NORTH SIDE OF THE
 KK2098'HIGHWAY, AT MILE POST 12.1, IN THE SOUTHEAST 1/4 OF SECTION 9, T8S,
 KK2098'R65W. OWNERSHIP--DOUGLAS COUNTY
 KK2098' 
 KK2098'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 83 AND 86 IN
 KK2098'FRANKTOWN, GO EAST ON HIGHWAY 86 FOR 4.25 MILES TO A SIDE ROAD RIGHT
 KK2098'AT
 KK2098'TOP OF GRADE (DEERFIELD ROAD).  CONTINUE AHEAD FOR 0.85 MILES TO AN
 KK2098'OFFSET GRAVEL CROSSROAD.  TURN LEFT, NORTH, ON ROCKY CLIFF TRAIL
 KK2098'FOR ABOUT 39.9 M TO A UTILITY POLE ON THE RIGHT.   TURN RIGHT,
 KK2098'EAST, INTO FIELD FOR 150 FEET TO THE STATION.
 KK2098' 
 KK2098'THE MARK IS A PUNCH HOLE TOP CENTER IN A STEEL ROD ENCASED IN
 KK2098'A PVC PIPE WITH LOGO CAP SET IN A 45 CM CONCRETE POST FLUSH WITH
 KK2098'GROUND.  IT IS 20.3 M  NORTH FROM THE HIGHWAY RIGHT-OF-WAY FENCE, 55.7
 KK2098'M
 KK2098'EAST FROM THE GRAVEL ROAD CENTER, 44.9 M EAST FROM THE UTILITY POLE,
 KK2098'1.0 M
 KK2098'SOUTH FROM A FIBERGLASS WITNESS POST, 1.0 M NORTHWEST FROM A
 KK2098'FIBERGLASS WITNESS POST AND 1.0 M NORTHEAST FROM A FIBERGLASS
 KK2098'WITNESS POST.
 KK2098' 
 KK2098'D. A. STEWART, CDOT
 KK2098' 
 KK2098' 
 KK2098' 
 KK2098'
 KK2098
 KK2098                          STATION RECOVERY (2005)
 KK2098
 KK2098'RECOVERY NOTE BY WESTERN STATES SURVEYING INCORPORATED 2005 (RJD)
 KK2098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5366 ***********************************************************************
 AA5366  DESIGNATION -  LOVELAND
 AA5366  PID         -  AA5366
 AA5366  STATE/COUNTY-  CO/CLEAR CREEK
 AA5366  USGS QUAD   -  LOVELAND PASS (1987)
 AA5366
 AA5366                         *CURRENT SURVEY CONTROL
 AA5366  ___________________________________________________________________
 AA5366* NAD 83(1992)-  39 41 11.54775(N)    105 53 05.13063(W)     ADJUSTED  
 AA5366* NAVD 88     -      3254.326  (meters)   10676.90   (feet)  ADJUSTED  
 AA5366  ___________________________________________________________________
 AA5366  X           -  -1,345,936.588 (meters)                     COMP
 AA5366  Y           -  -4,729,721.994 (meters)                     COMP
 AA5366  Z           -   4,053,333.514 (meters)                     COMP
 AA5366  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AA5366  ELLIP HEIGHT-        3242.01  (meters)          (12/03/02) GPS OBS
 AA5366  GEOID HEIGHT-         -12.30  (meters)                     GEOID03
 AA5366  DYNAMIC HT  -        3250.042 (meters)   10662.85  (feet)  COMP
 AA5366  MODELED GRAV-     979,191.1   (mgal)                       NAVD 88
 AA5366
 AA5366  HORZ ORDER  -  FIRST
 AA5366  VERT ORDER  -  FIRST     CLASS II
 AA5366  ELLP ORDER  -  FOURTH    CLASS II
 AA5366
 AA5366.The horizontal coordinates were established by GPS observations
 AA5366.and adjusted by the National Geodetic Survey in June 1995..
 AA5366
 AA5366.The orthometric height was determined by differential leveling
 AA5366.and adjusted by the National Geodetic Survey in November 2003..
 AA5366
 AA5366.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5366
 AA5366.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5366
 AA5366.The ellipsoidal height was determined by GPS observations
 AA5366.and is referenced to NAD 83.
 AA5366
 AA5366.The geoid height was determined by GEOID03.
 AA5366
 AA5366.The dynamic height is computed by dividing the NAVD 88
 AA5366.geopotential number by the normal gravity value computed on the
 AA5366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5366.degrees latitude (g = 980.6199 gals.).
 AA5366
 AA5366.The modeled gravity was interpolated from observed gravity values.
 AA5366
 AA5366;                    North         East     Units Scale Factor Converg.
 AA5366;SPC CO C     -   510,596.134   881,396.568   MT  0.99998806   -0 14 33.6
 AA5366;SPC CO C     - 1,675,180.82  2,891,715.24   sFT  0.99998806   -0 14 33.6
 AA5366;UTM  13      - 4,393,341.365   424,132.523   MT  0.99967086   -0 33 54.1
 AA5366
 AA5366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5366!SPC CO C     -   0.99949164  x   0.99998806  =   0.99947971
 AA5366!UTM  13      -   0.99949164  x   0.99967086  =   0.99916267
 AA5366
 AA5366                          SUPERSEDED SURVEY CONTROL
 AA5366
 AA5366  ELLIP H (06/21/95) 3242.06   (m)                       GP(       ) 4 1
 AA5366  NAVD 88 (10/27/04) 3254.33   (m)        10676.9    (f) LEVELING    3  
 AA5366
 AA5366.Superseded values are not recommended for survey control.
 AA5366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5366.See file dsdata.txt to determine how the superseded data were derived.
 AA5366
 AA5366_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD2413393341(NAD 83)
 AA5366_MARKER: DD = SURVEY DISK
 AA5366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5366_STAMPING: LOVELAND 1993
 AA5366_MARK LOGO: CODOT 
 AA5366_PROJECTION: FLUSH
 AA5366_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA5366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5366+STABILITY: SURFACE MOTION
 AA5366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5366+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 AA5366
 AA5366  HISTORY     - Date     Condition        Report By
 AA5366  HISTORY     - 1992     MONUMENTED       CODOT
 AA5366  HISTORY     - 19980817 GOOD             CODOT
 AA5366  HISTORY     - 20010918 GOOD             NGS
 AA5366  HISTORY     - 20030910 GOOD             NGS
 AA5366  HISTORY     - 20040130 GOOD             MSAM
 AA5366
 AA5366                          STATION DESCRIPTION
 AA5366
 AA5366'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1992 (JPC)
 AA5366'THE STATION IS LOCATED APPROXIMATELY 1.2 MI (1.9 KM) EAST OF THE EAST
 AA5366'PORTAL OF THE EISENHOWER-JOHNSON TUNNEL (EJT) ON INTERSTATE 70 IN THE
 AA5366'CENTER OF SECTION 19, T 4 S, R 76 W, AT INTERSTATE 70 MILEPOST 216.5.
 AA5366'OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION
 AA5366'FROM THE EAST PORTAL OF THE (EJT), GO EAST ON INTERSTATE 70 FOR 3.1 MI
 AA5366'(5.0 KM) TO THE HERMAN GULCH EXIT (EXIT 218) . GO NORTH FOR 0.1 MI
 AA5366'(0.2 KM) UNDER INTERSTATE 70, GO WEST ON WEST BOUND ON INTERSTATE 70
 AA5366'FOR 1.9 MI (3.1 KM) TO THE U.S. HIGHWAY 6 - LOVELAND PASS EXIT (EXIT
 AA5366'216). PROCEED UP THE EXIT RAMP FOR 500 FT (152.4 M) TO THE STATION ON
 AA5366'THE LEFT ON TOP OF A BERM IN THE GORE BETWEEN THE EXIT RAMP AND THE
 AA5366'INTERSTATE. THE STATION MARK IS A 3-1/4" COLORADO DEPARTMENT OF
 AA5366'HIGHWAYS ALUMINUM CONTROL CAP SET ON A 3 FT (0.9 M) FINNED ALUMINUM
 AA5366'SECURITY ROD ON A 3 FT (0.9 M) SMOOTH ALUMINUM ROD SURROUNDED BY A 1.5
 AA5366'FT (0.5 M) DIAMETER MASS OF CONCRETE SET FLUSH WITH THE GROUND. IT IS
 AA5366'59.4 FT (18.1 M) SOUTHEAST OF THE SOUTH EDGE OF ASPHALT OF THE EXIT
 AA5366'RAMP, 42 FT (12.8 M) NORTHWEST OF THE NORTH OF THE NORTH EDGE OF
 AA5366'ASPHALT OF THE WEST BOUND LANES OF INTERSTATE 70, 3.6 FT (1.1 M) SOUTH
 AA5366'OF A COLORADO DEPARTMENT OF HIGHWAYS (CDOH) FIBERGLASS WITNESS POST
 AA5366'AND 3.3 FT (1.0 M) NORTHWEST OF A CDOH FIBERGLASS WITNESS POST.
 AA5366
 AA5366                          STATION RECOVERY (1998)
 AA5366
 AA5366'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (KAW)
 AA5366'RECOVERED AS DESCRIBED.
 AA5366
 AA5366                          STATION RECOVERY (2001)
 AA5366
 AA5366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 AA5366'RECOVERED AS DESCRIBED.
 AA5366'
 AA5366
 AA5366                          STATION RECOVERY (2003)
 AA5366
 AA5366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 AA5366'RECOVERED IN GOOD CONDITION.
 AA5366
 AA5366                          STATION RECOVERY (2004)
 AA5366
 AA5366'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (KCH)
 AA5366'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2004 (BAJ)
 AA5366'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1311 ***********************************************************************
 LL1311  DESIGNATION -  LOVELAND 2
 LL1311  PID         -  LL1311
 LL1311  STATE/COUNTY-  CO/LARIMER
 LL1311  USGS QUAD   -  LOVELAND (1984)
 LL1311
 LL1311                         *CURRENT SURVEY CONTROL
 LL1311  ___________________________________________________________________
 LL1311* NAD 83(1992)-  40 24 39.38335(N)    105 04 27.25601(W)     ADJUSTED  
 LL1311* NAVD 88     -      1593.     (meters)    5226.     (feet)  SCALED    
 LL1311  ___________________________________________________________________
 LL1311  LAPLACE CORR-         -14.49  (seconds)                    DEFLEC99
 LL1311  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 LL1311
 LL1311  HORZ ORDER  -  SECOND
 LL1311
 LL1311.The horizontal coordinates were established by classical geodetic methods
 LL1311.and adjusted by the National Geodetic Survey in January 1993..
 LL1311
 LL1311.The orthometric height was scaled from a topographic map.
 LL1311
 LL1311.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1311
 LL1311.The geoid height was determined by GEOID03.
 LL1311
 LL1311;                    North         East     Units Scale Factor Converg.
 LL1311;SPC CO N     -   424,535.544   950,538.866   MT  0.99996074   +0 16 30.4
 LL1311;SPC CO N     - 1,392,830.36  3,118,559.60   sFT  0.99996074   +0 16 30.4
 LL1311;UTM  13      - 4,473,371.788   493,701.235   MT  0.99960049   -0 02 53.3
 LL1311
 LL1311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1311!SPC CO N     -   0.99975275  x   0.99996074  =   0.99971350
 LL1311!UTM  13      -   0.99975275  x   0.99960049  =   0.99935334
 LL1311
 LL1311:                Primary Azimuth Mark                     Grid Az
 LL1311:SPC CO N     -  LOVELAND TALL WHITE CHIMNEY              127 15 54.8
 LL1311:UTM  13      -  LOVELAND TALL WHITE CHIMNEY              127 35 18.5
 LL1311
 LL1311|---------------------------------------------------------------------|
 LL1311| PID    Reference Object                     Distance      Geod. Az  |
 LL1311|                                                           dddmmss.s |
 LL1311| LL1312 LOVELAND TALL WHITE CHIMNEY         APPROX. 1.5 KM 1273225.2 |
 LL1311| CP7673 LOVELAND 2 RM 3                      16.103 METERS 17612     |
 LL1311| LL1048 LOVELAND RESET                       18.800 METERS 17618     |
 LL1311| CP7671 LOVELAND RM 1                        52.148 METERS 18226     |
 LL1311| CP7672 LOVELAND RM 2                        26.180 METERS 23120     |
 LL1311|---------------------------------------------------------------------|
 LL1311
 LL1311                          SUPERSEDED SURVEY CONTROL
 LL1311
 LL1311  NAD 83(1986)-  40 24 39.36426(N)    105 04 27.25339(W) AD(       ) 2
 LL1311  NAD 27      -  40 24 39.42985(N)    105 04 25.31496(W) AD(       ) 2
 LL1311
 LL1311.Superseded values are not recommended for survey control.
 LL1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1311.See file dsdata.txt to determine how the superseded data were derived.
 LL1311
 LL1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE9370173372(NAD 83)
 LL1311_MARKER: DS = TRIANGULATION STATION DISK
 LL1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1311_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LL1311_STAMPING: LOVELAND 2 1965
 LL1311_MARK LOGO: CGS   
 LL1311_PROJECTION: RECESSED 8 CENTIMETERS
 LL1311_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL1311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1311
 LL1311  HISTORY     - Date     Condition        Report By
 LL1311  HISTORY     - 1965     MONUMENTED       CGS
 LL1311  HISTORY     - 1974     GOOD             NGS
 LL1311  HISTORY     - 1974     GOOD             NGS
 LL1311  HISTORY     - 19740204 GOOD             NGS
 LL1311
 LL1311                          STATION DESCRIPTION
 LL1311
 LL1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (EBB)
 LL1311'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF LOVELAND,
 LL1311'AT THE SOUTH EDGE OF THE CITY CEMETERY, 1 BLOCK WEST OF
 LL1311'U.S. HIGHWAY 287, AT THE NORTH END OF CLEVELAND AVENUE, AND
 LL1311'IN THE SOUTHEAST QUARTER OF SECTION 13, T 5 N, R 69 W.
 LL1311'
 LL1311'TO REACH THE STATION FROM THE POST OFFICE IN LOVELAND, GO
 LL1311'NORTH ON CLEVELAND AVENUE FOR 1.0 MILE TO THE SOUTH EDGE OF THE
 LL1311'CEMETERY AND THE STATION.
 LL1311'
 LL1311'STATION MARKS ARE STANDARD DISKS STAMPED LOVELAND 2 1965.
 LL1311'THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 LL1311'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 37 FEET
 LL1311'WEST-SOUTHWEST OF A TREE WHICH IS 3 FEET IN DIAMETER, 36 FEET
 LL1311'EAST OF A PROJECTING LINE OF THE CENTER OF CLEVELAND AVENUE,
 LL1311'13 FEET SOUTHEAST OF A TREE WHICH IS 3 FEET IN DIAMETER,
 LL1311'AND APPROXIMATELY 30 FEET SOUTH OF A NEW TENANT HOUSE WHICH
 LL1311'WILL BE CONSTRUCTED IN THE NEAR FUTURE.  THE UNDERGROUND DISK
 LL1311'IS SET IN AN IRREGULAR MASS OF CONCRETE 36 INCHES BELOW THE
 LL1311'SURFACE OF THE GROUND.
 LL1311'
 LL1311'REFERENCE MARK NO. 1, A STANDARD DISK STAMPED LOVELAND NO
 LL1311'1 1935, IS SET IN THE TOP OF A SQUARE CONCRETE POST WHICH IS
 LL1311'ABOUT 1/2 INCH BELOW THE SURFACE OF THE TOP OF THE SIDEWALK.
 LL1311'IT IS 44.5 FEET WEST OF THE SOUTHWEST CORNER OF A HOUSE NO.
 LL1311'1624, 30 FEET EAST OF THE CENTER OF CLEVELAND AVENUE, 29 FEET
 LL1311'SOUTH OF A IRON WATER VALVE, 3 FEET EAST OF THE WEST EDGE OF
 LL1311'A CURB, AND NEAR THE APPROXIMATE CENTER OF THE SIDEWALK.
 LL1311'
 LL1311'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED LOVELAND NO 2
 LL1311'1935, IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT WHICH
 LL1311'PROJECTS 7 INCHES.  IT IS IN A SMALL ISLAND BETWEEN THE
 LL1311'SIDEWALK AND THE CURB, 36 FEET EAST OF THE NORTHEAST CORNER
 LL1311'OF A HOUSE NO. 1625, 31 FEET WEST OF THE CENTER OF CLEVELAND
 LL1311'AVENUE, 5.3 FEET EAST OF THE EAST EDGE OF THE SIDEWALK, AND 3.7
 LL1311'FEET WEST OF THE EAST EDGE OF THE CURB.
 LL1311'
 LL1311'NOTE--THERE WAS NO SUITABLE PLACE TO SET AN AZIMUTH MARK.
 LL1311
 LL1311                          STATION RECOVERY (1974)
 LL1311
 LL1311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LL1311'STATION MARK AND REFERENCE MARK NUMBER 2 WERE RECOVERED AND
 LL1311'ARE IN GOOD CONDITION.  REFERENCE MARK NUMBER 1 WAS DESTROYED
 LL1311'DURING STREET AND SIDEWALK CONSTRUCTION.  A NEW REFERENCE MARK,
 LL1311'NUMBER 3 WAS SET THIS DATE.
 LL1311'
 LL1311'STATION MARK DISK IS STAMPED LOVELAND 2 1965, SET IN THE TOP
 LL1311'OF A ROUND CONCRETE MONUMENT THAT IS ABOUT 3 INCHES BELOW THE
 LL1311'GROUND SURFACE.  MARK IS IN THE FRONT YARD OF THE CITY CEMETERY
 LL1311'OFFICE WHICH IS NUMBERED 1702, 37 FEET WEST OF A LARGE TREE
 LL1311'3 FEET IN DIAMETER, 35 FEET WEST OF THE SOUTHWEST CORNER OF
 LL1311'THE CEMETERY OFFICE, 28 FEET NORTH OF THE CEMETERY SERVICE
 LL1311'ROAD (SURFACED) AND 13 FEET SOUTHEAST OF A LARGE TREE (3 FEET
 LL1311'IN DIAMETER).
 LL1311'
 LL1311'REFERENCE MARK NUMBER 2 DISK IS STAMPED LOVELAND NO 2 1935,
 LL1311'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS
 LL1311'ABOUT 6 INCHES.  MARK IS 36 FEET EAST OF THE NORTHEAST CORNER
 LL1311'OF A HOUSE NUMBER 1625 CLEVELAND AVENUE, 18 FEET WEST OF THE
 LL1311'CENTER OF CLEVELAND AVENUE SERVICE ROAD, 5.3 EAST OF THE EAST EDGE
 LL1311'OF A SIDEWALK AND 3.7 FEET WEST OF THE AVENUE CURB.
 LL1311'
 LL1311'REFERENCE MARK NUMBER 3 IS A STANDARD REFERENCE MARK DISK,
 LL1311'STAMPED LOVELAND 2 1965 NO 3 1974, CLAMPED TO THE TOP OF A
 LL1311'COPPER COATED ROD WHICH IS ATTACHED TO AN OCTAGON SHAPED METAL
 LL1311'PLATE AT THE BOTTOM OF THE ROD WHICH IS BURRIED IN THE GROUND
 LL1311'ABOUT 3 FEET.  MARK IS SET IN A STREET ISLAND WHICH IS COVERED
 LL1311'WITH GRASS AND BUSHES.  THE ISLAND IS FORMED BY CLEVELAND
 LL1311'AVENUE, CLEVELAND AVENUE SERVICE STREET AND THE CEMETERY
 LL1311'SERVICE ROAD., 77 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 LL1311'OF THE CEMETERY OFFICE, 55 FEET EAST OF THE CENTER OF
 LL1311'CLEVELAND AVENUE SERVICE STREET, 31 FEET WEST OF CLEVELAND
 LL1311'AVENUE 27 FEET SOUTH-SOUTHEAST OF THE CEMETERY ENTRANCE AND 26
 LL1311'FEET SOUTH OF THE CENTER OF THE CEMETERY SERVICE ROAD.
 LL1311'
 LL1311'CLEVELAND AVENUE IS NOW A ONE-WAY DRIVE GOING SOUTH.
 LL1311'
 LL1311'STATION IS REACHED FROM THE POST OFFICE IN LOVELAND.  GO EAST
 LL1311'FOR 1 BLOCK.  TURN LEFT AND GO NORTH ON LINCOLN AVENUE FOR
 LL1311'1.0 MILE.  TURN LEFT AND GO WEST ON CLEVELAND AVENUE FOR ABOUT
 LL1311'300 FEET TO A SURFACED CEMETERY SERVICE ROAD RIGHT, KEEP
 LL1311'RIGHT AND FOLLOW SERVICE ROAD, WEST FOR ABOUT 200 FEET TO THE
 LL1311'CEMETERY OFFICE YARD AND STATION ON THE RIGHT, AS DESCRIBED.
 LL1311'
 LL1311'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN NORTHWEST
 LL1311'SECTION OF LOVELAND.
 LL1311
 LL1311                          STATION RECOVERY (1974)
 LL1311
 LL1311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JVD)
 LL1311'THE STATION AND REFERENCE MARK 2 WERE RECOVERED AS DESCRIBED IN GOOD
 LL1311'CONDITION.  REFERENCE MARK 1 WAS NOT RECOVERED AND APPEARS TO HAVE
 LL1311'BEEN COVERED OVER BY A NEW SIDEWALK.  THE AZIMUTH MARK WAS NOT
 LL1311'SEARCHED FOR.
 LL1311'
 LL1311'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LOVELAND.
 LL1311
 LL1311                          STATION RECOVERY (1974)
 LL1311
 LL1311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LL1311'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN THE
 LL1311'1974 DESCRIPTION.  DISTANCES AND ANGLES CHECKED WELL EXCEPT FOR THE
 LL1311'DISTANCES BETWEEN REFERENCE MARK 2 AND THE OTHER MARKS.  THIS MAY HAVE
 LL1311'BEEN DUE TO CONSTRUCTION OF A CURB OR LAMP POST NEAR THE REFERENCE
 LL1311'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1048 ***********************************************************************
 LL1048  DESIGNATION -  LOVELAND RESET
 LL1048  PID         -  LL1048
 LL1048  STATE/COUNTY-  CO/LARIMER
 LL1048  USGS QUAD   -  LOVELAND (1984)
 LL1048
 LL1048                         *CURRENT SURVEY CONTROL
 LL1048  ___________________________________________________________________
 LL1048* NAD 83(1992)-  40 24 38.77513(N)    105 04 27.20458(W)     ADJUSTED  
 LL1048* NAVD 88     -      1534.903  (meters)    5035.76   (feet)  ADJUSTED  
 LL1048  ___________________________________________________________________
 LL1048  LAPLACE CORR-         -14.49  (seconds)                    DEFLEC99
 LL1048  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 LL1048  DYNAMIC HT  -        1533.576 (meters)    5031.41  (feet)  COMP
 LL1048  MODELED GRAV-     979,707.3   (mgal)                       NAVD 88
 LL1048
 LL1048  HORZ ORDER  -  SECOND
 LL1048  VERT ORDER  -  FIRST     CLASS II
 LL1048
 LL1048.The horizontal coordinates were established by classical geodetic methods
 LL1048.and adjusted by the National Geodetic Survey in January 1993..
 LL1048
 LL1048.The orthometric height was determined by differential leveling
 LL1048.and adjusted by the National Geodetic Survey in June 1991..
 LL1048
 LL1048.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1048
 LL1048.The geoid height was determined by GEOID03.
 LL1048
 LL1048.The dynamic height is computed by dividing the NAVD 88
 LL1048.geopotential number by the normal gravity value computed on the
 LL1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1048.degrees latitude (g = 980.6199 gals.).
 LL1048
 LL1048.The modeled gravity was interpolated from observed gravity values.
 LL1048
 LL1048;                    North         East     Units Scale Factor Converg.
 LL1048;SPC CO N     -   424,516.790   950,540.169   MT  0.99996074   +0 16 30.4
 LL1048;SPC CO N     - 1,392,768.84  3,118,563.87   sFT  0.99996074   +0 16 30.4
 LL1048;UTM  13      - 4,473,353.034   493,702.432   MT  0.99960049   -0 02 53.2
 LL1048
 LL1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1048!SPC CO N     -   0.99976185  x   0.99996074  =   0.99972260
 LL1048!UTM  13      -   0.99976185  x   0.99960049  =   0.99936243
 LL1048
 LL1048:                Primary Azimuth Mark                     Grid Az
 LL1048:SPC CO N     -  LOVELAND TALL RED BRICK CHIM             127 45 24.8
 LL1048:UTM  13      -  LOVELAND TALL RED BRICK CHIM             128 04 48.4
 LL1048
 LL1048|---------------------------------------------------------------------|
 LL1048| PID    Reference Object                     Distance      Geod. Az  |
 LL1048|                                                           dddmmss.s |
 LL1048| LL1313 LOVELAND TALL RED BRICK CHIM        APPROX. 1.4 KM 1280155.2 |
 LL1048| CP7671 LOVELAND RM 1                        33.555 METERS 18553     |
 LL1048| CP7672 LOVELAND RM 2                        21.854 METERS 27616     |
 LL1048| LL1311 LOVELAND 2                           18.800 METERS 35618     |
 LL1048| CP7670 LOVELAND AZ MK                                     3590057.7 |
 LL1048|---------------------------------------------------------------------|
 LL1048
 LL1048                          SUPERSEDED SURVEY CONTROL
 LL1048
 LL1048  NAD 83(1986)-  40 24 38.75605(N)    105 04 27.20169(W) AD(       ) 2
 LL1048  NAD 27      -  40 24 38.82100(N)    105 04 25.27800(W) AD(       ) 2
 LL1048  NGVD 29 (??/??/??) 1534.031  (m)         5032.90   (f) ADJUSTED    1 2
 LL1048
 LL1048.Superseded values are not recommended for survey control.
 LL1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1048.See file dsdata.txt to determine how the superseded data were derived.
 LL1048
 LL1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE9370273353(NAD 83)
 LL1048_MARKER: DS = TRIANGULATION STATION DISK
 LL1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1048_SP_SET: CONCRETE POST
 LL1048_STAMPING: LOVELAND 1935 1982
 LL1048_MARK LOGO: NGS   
 LL1048_PROJECTION: PROJECTING 10 CENTIMETERS
 LL1048_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1048+STABILITY: SURFACE MOTION
 LL1048
 LL1048  HISTORY     - Date     Condition        Report By
 LL1048  HISTORY     - 1982     MONUMENTED       NGS
 LL1048  HISTORY     - 19820503 GOOD             CGS
 LL1048  HISTORY     - 1984     GOOD             NGS
 LL1048  HISTORY     - 20020423 GOOD             USPSQD
 LL1048
 LL1048                          STATION DESCRIPTION
 LL1048
 LL1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1982 (CLN)
 LL1048'A SEARCH WAS MADE TO LOCATE THE UNDERGROUND MARK OF THIS STATION.  IT
 LL1048'COULD NOT BE FOUND AND DUE TO THE BETTER LOCATION AND REQUEST OF THE
 LL1048'CITY SURVEYOR OF LOVELAND THE STATION WAS RESET IN ITS OLD LOCATION.
 LL1048'THE DISTANCES AND ANGLES CHECK WITHIN LIMITS BETWEEN REFERENCE MARK 2
 LL1048'AND THE STATION LOVELAND 2.  IN CHECKING REFERENCE MARK 2 FROM
 LL1048'LOVELAND 2 IT SEEMS TO BE MOVED SLIGHTLY BY CONSTRUCTION OF THE CURB
 LL1048'AND A STREET LAMP POST.  THERE WAS A 3 MINUTE AND 43 SECOND DIFFERENCE
 LL1048'IN ANGLE FROM THE NEW STATION BUT THE DISTANCE SEEMS TO BE OUT MOST AT
 LL1048'LOVELAND 2.  A NEW AZIMUTH MARK WAS, SET AT THIS TIME AND WAS
 LL1048'POSITIONED.
 LL1048' 
 LL1048'THE STATION IS LOCATED IN THE NORTHWEST SECTION OF LOVELAND AT THE
 LL1048'SOUTHERN EDGE OF THE CITY CEMETERY 1 BLOCK WEST OF U.S.  HIGHWAY 287
 LL1048'AND IN THE SOUTHEAST QUARTER OF SECTION 13 T 5 N R 69 W.
 LL1048'OWERSHIP--CITY OF LOVELAND MR.  TOM ROORDA LOVELAND CITY ENGINEERS
 LL1048'OFFICE 555 EAST SECOND STREET LOVELAND COLORADO 80537.
 LL1048' 
 LL1048'TO REACH THE STATION FROM THE POST OFFICE IN LOVELAND GO EAST ON FIFTH
 LL1048'STREET FOR 1 BLOCK.  TURN LEFT AND GO NORTH ON LINCOLN AVENUE FOR 1.6
 LL1048'KM (1.00 MI).  TURN LEFT AND GO WEST ON CLEVELAND AVENUE FOR ABOUT 91
 LL1048'M (298.6 FT) TO THE SERVICE STREET TO THE ENTRANCE OF THE SERVICE
 LL1048'STREET AND THE STATION IS ON THE LEFT IN THE STREET ISLAND.
 LL1048' 
 LL1048'STATION IS A STANDARD NGS DISK STAMPED--LOVELAND 1935 1982--, SET INTO
 LL1048'THE TOP OF A ROUND CONCRETE MONUMENT 16 INCHES (40 CM) IN DIAMETER ON
 LL1048'SIDE FLUSH WITH GROUND.  THE MARK IS SET IN THE SOUTHEASTERN PART OF A
 LL1048'TRIANGULAR TRAFFIC ISLAND WITH TREES AND BUSHES.  LOCATED 6.7 METERS
 LL1048'(22.0 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF CLEVELAND AVE (U.S.
 LL1048'HIGHWAY 287) .  10.4 METERS (34.1 FT) SOUTH FROM THE CENTER OF EAST
 LL1048'17TH STREET.  1.1 METERS (3.6 FT) EAST-NORTHEAST FROM A METAL WITNESS
 LL1048'POST WITH SIGN.  THE UNDERGROUND MARK IS A STANDARD NGS DISK
 LL1048'STAMPED--LOVELAND 1935 1982--, IMBEDDED IN THE GROUND AN IRREGULAR
 LL1048'MASS OF CONCRETE 3.5 FEET (1.1 M) BELOW THE SURFACE.
 LL1048' 
 LL1048'REFERENCE MARK NO 1 IS A STANDARD CGS DISK STAMPED--LOVELAND 1935 NO
 LL1048'2--, SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 12 INCHES ((30 CM)
 LL1048'IN DIAMETER ON SIDE PROJECTING 8 INCHES (21 CM) ABOVE THE GROUND.  IT
 LL1048'IS LOCATED BETWEEN THE SIDEWALK AND THE CURB AND IN LINE WITH THE
 LL1048'NORTH EDGE OF THE HOUSE AT 1625 CLEVEAND AVE.  LOCATED 16.5 METERS
 LL1048'(54.1 FT) SOUTHWEST FROM THE SOUTHERN ENTRANCE OF THE CEMETERY NEAR
 LL1048'THE OFFICE. 4.6 METERS (15.1 FT) WEST FROM THE CENTER OF THE ACCESS RD
 LL1048'TO CEMETERY (CLEVELAND AV) 1.2 METERS (3.9 FT) NORTHWEST FROM A LIGHT
 LL1048'POST.
 LL1048' 
 LL1048'REFERENCE MARK NO 3 IS A STANDARD NGS DISK STAMPED--LOVELAND 2 1965 NO
 LL1048'3 1974--.  THE DISK IS CRIMPED ON TO A METAL ROD FLUSH WITH THE
 LL1048'GROUND.  THE ARROW IS POINTING TO RM 2 NOT TO THE STATION MARK.  A
 LL1048'TAPED DISTANCE COULD ONLY BE GOTTEN FROM LEVELAND 1935 1980.  IT IS IN
 LL1048'A PLANTED ISLAND IN FRONT OF THE CEMETERY.  LOCATED 14.9 METERS (48.9
 LL1048'FT) SOUTHEAST FROM THE SOUTHERN ENTRANCE OF THE CEMETERY.  7.6 METERS
 LL1048'(24.9 FT) SOUTH FROM THE CENTER OF EAST 17TH STREET.  8.5 METERS (27.9
 LL1048'FT) NORTHWEST FROM THE CENTER LINE OF CLEVELAND AVE. 3.4 METERS (11.2
 LL1048'FT) NORTHEAST FROM A METAL WITNESS POST WITH SIGN.
 LL1048' 
 LL1048'AZIMUTH MARK NO 2 IS A STANDARD NGS DISK STAMPED--LOVELAND 1935 NO 2
 LL1048'1982--, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 12 INCHES ((30
 LL1048'CM)) IN DIAMETER FLUSH WITH GROUND.  THE AZIMUTH MARK IS LOCATED THE
 LL1048'NORTHWEST CORNER OF THE CEMETARY AND 17.0 M (55.8 FT) EAST OF THE
 LL1048'CENTER OF THE COLORADO AND SOUTHERN RAILROAD TRACKS.  AN IRON ROD WAS
 LL1048'SET NEXT TO THE MARK AND AN UNDERGROUND DISK WAS SET.  LOCATED 36.6
 LL1048'METERS (120.1 FT) SOUTH FROM THE CENTERLINE OF E 22ND STREET.  21.7
 LL1048'METERS (71.2 FT) EAST FROM THE CENTERLINE OF GARFIELD AVE.  4.2 METERS
 LL1048'(13.8 FT) SOUTHEAST FROM A POWERPOLE NUMBER 49D 4401.  1.1 METERS (3.6
 LL1048'FT) NORTH FROM A METAL WITNESS POST WITH SIGN.  TO REACH THE AZIMUTH
 LL1048'MARK FROM THE STATION MARK GO INTO THE CEMETERY NORTHWESTERLY FOR 0.7
 LL1048'KM (0.45 MI) TO THE NORTHWEST CORNER OF THE CEMETERY AND THE AZIMUTH
 LL1048'MARK AT THE CORNER.
 LL1048
 LL1048                          STATION RECOVERY (1984)
 LL1048
 LL1048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL1048'IN LOVELAND.
 LL1048'IN LOVELAND, AT THE INTERSECTION OF NORTH CLEVELAND AVENUE AND EAST
 LL1048'17TH STREET, IN THE NORTHEAST END OF A PLANTER, 16.2 METERS (53.1 FT)
 LL1048'EAST OF THE CENTER OF THE ENTRANCE TO THE LAKESIDE CEMETERY, 10.2
 LL1048'METERS (33.5 FT) SOUTH OF THE CENTER OF THE STREET, AND 7.1 METERS
 LL1048'(23.3 FT) NORTHWEST OF THE CENTERLINE OF THE AVENUE.
 LL1048'THE MARK IS 1.0 METERS  N FROM A WITNESS POST.
 LL1048'THE MARK IS 0.3 M ABOVE THE AVENUE.
 LL1048
 LL1048                          STATION RECOVERY (2002)
 LL1048
 LL1048'RECOVERY NOTE BY US POWER SQUADRON 2002 (KFJ)
 LL1048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1312 ***********************************************************************
 LL1312  DESIGNATION -  LOVELAND TALL WHITE CHIMNEY
 LL1312  PID         -  LL1312
 LL1312  STATE/COUNTY-  CO/LARIMER
 LL1312  USGS QUAD   -  LOVELAND (1984)
 LL1312
 LL1312                         *CURRENT SURVEY CONTROL
 LL1312  ___________________________________________________________________
 LL1312* NAD 83(1992)-  40 24 10.34946(N)    105 03 37.83850(W)     ADJUSTED  
 LL1312* NAVD 88     -                                                        
 LL1312  ___________________________________________________________________
 LL1312  LAPLACE CORR-         -13.98  (seconds)                    DEFLEC99
 LL1312  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 LL1312
 LL1312  HORZ ORDER  -  THIRD
 LL1312
 LL1312.The horizontal coordinates were established by classical geodetic methods
 LL1312.and adjusted by the National Geodetic Survey in January 1993..
 LL1312
 LL1312
 LL1312.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1312
 LL1312.The geoid height was determined by GEOID03.
 LL1312
 LL1312;                    North         East     Units Scale Factor Converg.
 LL1312;SPC CO N     -   423,645.720   951,708.397   MT  0.99996036   +0 17 02.3
 LL1312;SPC CO N     - 1,389,911.00  3,122,396.63   sFT  0.99996036   +0 17 02.3
 LL1312;UTM  13      - 4,472,475.704   494,865.308   MT  0.99960032   -0 02 21.2
 LL1312
 LL1312                          SUPERSEDED SURVEY CONTROL
 LL1312
 LL1312  NAD 83(1986)-  40 24 10.33018(N)    105 03 37.82388(W) AD(       ) 4
 LL1312  NAD 27      -  40 24 10.40000(N)    105 03 35.91000(W) AD(       ) 3
 LL1312
 LL1312.Superseded values are not recommended for survey control.
 LL1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1312.See file dsdata.txt to determine how the superseded data were derived.
 LL1312
 LL1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE9486572476(NAD 83)
 LL1312_MARKER: 85 = CHIMNEY
 LL1312
 LL1312  HISTORY     - Date     Condition        Report By
 LL1312  HISTORY     - 1912     FIRST OBSERVED   CGS
 LL1312  HISTORY     - 19820204 GOOD             NGS
 LL1312
 LL1312                          STATION DESCRIPTION
 LL1312
 LL1312'DESCRIBED BY COAST AND GEODETIC SURVEY 1912 (CVH)
 LL1312'THE CENTER OF A TALL WHITE CHIMNEY IN THE TOWN OF LOVELAND.
 LL1312'LATITUDE OBSERVATIONS WERE MADE IN 1913 AT A POINT, NOT MARKED,
 LL1312'196.20 METERS (643.7 FEET) FROM THE STATION N 13 DEG 55 MIN E.
 LL1312
 LL1312                          STATION RECOVERY (1982)
 LL1312
 LL1312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 LL1312'THE LANDMARK WAS RECOVERED IN GOOD CONDITION AND WAS USED IN
 LL1312'OBSRVATIONS AT THIS TIME.  THE CHIMNEY SEEMS TO BE MADE OF CONCRETE
 LL1312'AND WAS PAINTED WHITE AND IN NEED OF REPAINTING.  THE CENTER OF THE
 LL1312'CHIMNEY WAS USED.  THE CHIMNEY IS LOCATED AT THE GREAT WESTERN SUGAR
 LL1312'REFINERY IN EASTERN LOVELAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0724 ***********************************************************************
 KL0724  DESIGNATION -  LOVER
 KL0724  PID         -  KL0724
 KL0724  STATE/COUNTY-  CO/GARFIELD
 KL0724  USGS QUAD   -  SILT (1987)
 KL0724
 KL0724                         *CURRENT SURVEY CONTROL
 KL0724  ___________________________________________________________________
 KL0724* NAD 83(1992)-  39 30 54.99404(N)    107 44 25.73558(W)     ADJUSTED  
 KL0724* NAVD 88     -      1802.8    (meters)    5915.     (feet)  VERTCON   
 KL0724  ___________________________________________________________________
 KL0724  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 KL0724  GEOID HEIGHT-         -15.85  (meters)                     GEOID03
 KL0724
 KL0724  HORZ ORDER  -  THIRD
 KL0724
 KL0724.The horizontal coordinates were established by classical geodetic methods
 KL0724.and adjusted by the National Geodetic Survey in January 1993..
 KL0724
 KL0724.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0724
 KL0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0724
 KL0724.The geoid height was determined by GEOID03.
 KL0724
 KL0724;                    North         East     Units Scale Factor Converg.
 KL0724;SPC CO C     -   493,887.333   721,759.348   MT  0.99996199   -1 24 47.0
 KL0724;SPC CO C     - 1,620,362.03  2,367,972.13   sFT  0.99996199   -1 24 47.0
 KL0724;UTM  13      - 4,377,546.309   264,410.358   MT  1.00028340   -1 44 40.3
 KL0724
 KL0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0724!SPC CO C     -   0.99971973  x   0.99996199  =   0.99968173
 KL0724!UTM  13      -   0.99971973  x   1.00028340  =   1.00000305
 KL0724
 KL0724:                Primary Azimuth Mark                     Grid Az
 KL0724:SPC CO C     -  IH AND I                                 006 46 15.8
 KL0724:UTM  13      -  IH AND I                                 007 06 09.1
 KL0724
 KL0724|---------------------------------------------------------------------|
 KL0724| PID    Reference Object                     Distance      Geod. Az  |
 KL0724|                                                           dddmmss.s |
 KL0724| KL0722 IH AND I                            APPROX.11.2 KM 0052128.8 |
 KL0724|---------------------------------------------------------------------|
 KL0724
 KL0724                          SUPERSEDED SURVEY CONTROL
 KL0724
 KL0724  NAD 83(1986)-  39 30 54.98745(N)    107 44 25.72725(W) AD(       ) 3
 KL0724  NAD 27      -  39 30 55.05822(N)    107 44 23.50814(W) AD(       ) 3
 KL0724  NGVD 29 (07/19/86) 1801.6    (m)         5911.     (f) VERT ANG       
 KL0724
 KL0724.Superseded values are not recommended for survey control.
 KL0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0724.See file dsdata.txt to determine how the superseded data were derived.
 KL0724
 KL0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD6441077546(NAD 83)
 KL0724
 KL0724  HISTORY     - Date     Condition        Report By
 KL0724  HISTORY     - 1950     MONUMENTED       USGS
 KL0724  HISTORY     - 1959     GOOD             USGS
 KL0724
 KL0724                          STATION DESCRIPTION
 KL0724
 KL0724'DESCRIBED BY US GEOLOGICAL SURVEY 1959 (MEB)
 KL0724'STATION IS LOCATED ABOUT 1 MI. S. AND 3 MI. E. OF TOWN OF RIFLE,
 KL0724'COLORADO, ON THE SE. EDGE OF PINE COVERED HILL.
 KL0724'
 KL0724'TO REACH STATION FROM INTERSECTION OF COLORADO STATE HIGHWAY 13 AND
 KL0724'U.S. HIGHWAY 6 IN TOWN OF RIFLE, COLORADO, FOLLOW U.S. HIGHWAY 6 E.
 KL0724'FOR 0.1 MI.  TURN RIGHT AND FOLLOW GRAVEL RD. FOR 0.6 MI. CROSSING
 KL0724'COLORADO RIVER, TURN LEFT AND PROCEED ALONG RD. TOWARD RIFLE MUNICIPAL
 KL0724'AIRPORT FOR 2.0 MI. TO FORK, TAKE RIGHT FORK AND AT 0.7 MI. TAKE RIGHT
 KL0724'FORK AGAIN, FOLLOW THIS RD. FOR 1.6 MI., THEN TURN RIGHT, AT 0.2 MI.
 KL0724'THIS RD. ENDS AT THE BASE OF A HILL.  DIRECTLY TO THE N. ON TOP OF
 KL0724'THE POINT WHERE THE SIDE OF THE HILL IS VERTICAL IS THE LOCATION OF
 KL0724'THE STATION.
 KL0724'
 KL0724'STATION MARK--STANDARD TABLET, CEMENTED IN LARGE FLAT SANDSTONE ROCK
 KL0724'WHICH FORMS PART OF THE HIGH POINT OF THE HILL, STAMPED ---R-LOVER
 KL0724'1950---.
 KL0724'
 KL0724'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0060 ***********************************************************************
 KK0060  DESIGNATION -  LOW
 KK0060  PID         -  KK0060
 KK0060  STATE/COUNTY-  CO/ARAPAHOE
 KK0060  USGS QUAD   -  STRASBURG NW (1978)
 KK0060
 KK0060                         *CURRENT SURVEY CONTROL
 KK0060  ___________________________________________________________________
 KK0060* NAD 83(1992)-  39 39 50.95900(N)    104 29 36.97693(W)     ADJUSTED  
 KK0060* NAVD 88     -      1793.226  (meters)    5883.28   (feet)  ADJUSTED  
 KK0060  ___________________________________________________________________
 KK0060  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 KK0060  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 KK0060  DYNAMIC HT  -        1791.515 (meters)    5877.66  (feet)  COMP
 KK0060  MODELED GRAV-     979,608.2   (mgal)                       NAVD 88
 KK0060
 KK0060  HORZ ORDER  -  FIRST
 KK0060  VERT ORDER  -  SECOND    CLASS 0
 KK0060
 KK0060.The horizontal coordinates were established by classical geodetic methods
 KK0060.and adjusted by the National Geodetic Survey in January 1993..
 KK0060
 KK0060.The orthometric height was determined by differential leveling
 KK0060.and adjusted by the National Geodetic Survey in June 1991..
 KK0060
 KK0060.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK0060
 KK0060.The geoid height was determined by GEOID03.
 KK0060
 KK0060.The dynamic height is computed by dividing the NAVD 88
 KK0060.geopotential number by the normal gravity value computed on the
 KK0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0060.degrees latitude (g = 980.6199 gals.).
 KK0060
 KK0060.The modeled gravity was interpolated from observed gravity values.
 KK0060
 KK0060;                    North         East     Units Scale Factor Converg.
 KK0060;SPC CO C     -   508,519.153 1,000,758.212   MT  0.99998415   +0 38 05.0
 KK0060;SPC CO C     - 1,668,366.59  3,283,320.90   sFT  0.99998415   +0 38 05.0
 KK0060;SPC CO N     -   342,021.784 1,000,760.261   MT  1.00000889   +0 39 01.0
 KK0060;SPC CO N     - 1,122,116.47  3,283,327.62   sFT  1.00000889   +0 39 01.0
 KK0060;UTM  13      - 4,390,605.345   543,436.876   MT  0.99962323   +0 19 23.6
 KK0060
 KK0060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK0060!SPC CO C     -   0.99972157  x   0.99998415  =   0.99970573
 KK0060!SPC CO N     -   0.99972157  x   1.00000889  =   0.99973046
 KK0060!UTM  13      -   0.99972157  x   0.99962323  =   0.99934491
 KK0060
 KK0060:                Primary Azimuth Mark                     Grid Az
 KK0060:SPC CO C     -  BENNETT MUNICIPAL TANK                   027 09 07.1
 KK0060:SPC CO N     -  BENNETT MUNICIPAL TANK                   027 08 11.1
 KK0060:UTM  13      -  BENNETT MUNICIPAL TANK                   027 27 48.5
 KK0060
 KK0060|---------------------------------------------------------------------|
 KK0060| PID    Reference Object                     Distance      Geod. Az  |
 KK0060|                                                           dddmmss.s |
 KK0060| KK1594 BENNETT MUNICIPAL TANK              APPROX.11.8 KM 0274712.1 |
 KK0060| KK1593 BENNETT MILLER GRAIN ELEVATOR       APPROX.11.6 KM 0283646.9 |
 KK0060| KK1583 STRASBURG MUNICIPAL TANK            APPROX.17.1 KM 0590711.6 |
 KK0060| KK1582 STRASBURG ATT RELAY TOWER           APPROX.16.7 KM 0781317.5 |
 KK0060| KK0074 LOW AZ MK                           APPROX. 2.4 KM 1792209.7 |
 KK0060| KK0062 LOW RM 1                             33.632 METERS 20957     |
 KK0060| KK1662 OBSERVATION TOWER                   APPROX. 8.3 KM 2542947.5 |
 KK0060| KK1663 WATKINS ATT RELAY TOWER             APPROX.10.4 KM 2721522.9 |
 KK0060| CP7676 LOW RM 3                             32.269 METERS 29038     |
 KK0060| KK0061 LOW RM 2                             14.420 METERS 32625     |
 KK0060|---------------------------------------------------------------------|
 KK0060
 KK0060                          SUPERSEDED SURVEY CONTROL
 KK0060
 KK0060  NAD 83(1986)-  39 39 50.95305(N)    104 29 36.97521(W) AD(       ) 1
 KK0060  NAD 27      -  39 39 51.00091(N)    104 29 35.10429(W) AD(       ) 1
 KK0060  NGVD 29 (??/??/92) 1792.296  (m)         5880.22   (f) ADJ UNCH    2 0
 KK0060
 KK0060.Superseded values are not recommended for survey control.
 KK0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0060.See file dsdata.txt to determine how the superseded data were derived.
 KK0060
 KK0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED4343790605(NAD 83)
 KK0060_MARKER: DS = TRIANGULATION STATION DISK
 KK0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0060_STAMPING: LOW 1960
 KK0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0060+STABILITY: SURFACE MOTION
 KK0060
 KK0060  HISTORY     - Date     Condition        Report By
 KK0060  HISTORY     - 1960     MONUMENTED       CGS
 KK0060  HISTORY     - 1960     GOOD             NGS
 KK0060  HISTORY     - 1961     GOOD             CGS
 KK0060  HISTORY     - 1977     GOOD             NGS
 KK0060
 KK0060                          STATION DESCRIPTION
 KK0060
 KK0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KK0060'THE STATION IS ABOUT 6-1/4 MILES SOUTH AND 3-1/2 MILES WEST OF
 KK0060'BENNETT ON THE LOWRY AFB BOMBING RANGE AT COMPLEX 1C.
 KK0060'
 KK0060'TO REACH THE STATION, FROM AURORA, FROM THE INTERSECTION OF
 KK0060'U.S. HIGHWAYS 36, 40 AND 287 WITH STATE HIGHWAY 70, GO EAST ON
 KK0060'U.S. HIGHWAYS 36, 40 AND 287 FOR 4.0 MILES TO A SIDE ROAD RIGHT
 KK0060'(BUCKLEY ROAD), TURN RIGHT AND GO SOUTH ON THE MACADAM ROAD FOR
 KK0060'1.0 MILE TO THE INTERSECTION WITH COLORADO STATE 30.  TURN LEFT
 KK0060'AND GO EAST ON STATE HIGHWAY 30 FOR 1.0 MILE TO THE ENTRANCE TO
 KK0060'BUCKLEY NAVAL AIR STATION ON THE RIGHT, CONTINUE EAST,
 KK0060'SOUTHEAST AND SOUTH ON STATE HIGHWAY 30 FOR 7.4 MILES TO A
 KK0060'FORK, TAKE LEFT FORK AND GO EAST 0.6 MILE TO A GUARD
 KK0060'STATION (PASS REQUIRED).  CONTINUE EAST ON THE MACADAM
 KK0060'ROAD FOR 11.0 MILES TO A SIDE ROAD RIGHT, CONTINUE EAST AND
 KK0060'NORTHEAST ON THE MACADAM FOR 1.9 MILES TO THE END OF THE
 KK0060'MACADAM.  CONTINUE NORTH ON THE GRAVELED ROAD FOR 0.15 MILE TO
 KK0060'A GASOLINE PUMP ON THE RIGHT, TURN RIGHT AND GO EAST ON THE
 KK0060'TRACK ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT.
 KK0060'
 KK0060'THE STATION, STAMPED LOW 1960, IS A STANDARD DISK SET IN THE
 KK0060'TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 5 INCHES.  IT
 KK0060'IS 40 FEET NORTH OF A TRACK ROAD 18 FEET WEST OF A TRACK ROAD
 KK0060'AND 5 FEET NORTH OF THE WITNESS POST.
 KK0060'
 KK0060'REFERENCE MARK NO. 1, STAMPED LOW NO 1 1960, IS A STANDARD DISK
 KK0060'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 KK0060'6 INCHES.  IT IS 105 FEET SOUTH OF THE WITNESS POST.
 KK0060'
 KK0060'REFERENCE MARK NO. 2, STAMPED LOW NO 2 1960, IS A STANDARD
 KK0060'DISK SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS
 KK0060'6 INCHES.  IT IS 52 FEET NORTHWEST OF THE WITNESS POST.
 KK0060'
 KK0060'TRIANGULATION STATION LOW AZIMUTH MAY BE USED FOR THE AZIMUTH
 KK0060'MARK.  SEE DESCRIPTION THEREOF.
 KK0060
 KK0060                          STATION RECOVERY (1960)
 KK0060
 KK0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KK0060'15.5 MI ESE FROM BUCKLEY ANG BASE.
 KK0060'7.2 MILES EAST AND SOUTH ALONG COLORADO STATE HIGHWAY 30 FROM THE
 KK0060'MAIN GATE AT BUCKLEY A.N.G. BASE, THENCE LEFT FORK, EAST AND NORTH
 KK0060'ALONG AN OILED ROAD 13.4 MILES TO MISSILE SITE 1-C. THE MARK IS 40
 KK0060'FEET NORTH OF A TRACK ROAD, 18 FEET WEST OF A TRACK ROAD AND 5
 KK0060'FEET NORTH OF A METAL WITNESS POST.  IT IS A STANDARD TRIANGULATION
 KK0060'STATION DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT,
 KK0060'WHICH PROJECTS 6 INCHES.
 KK0060
 KK0060                          STATION RECOVERY (1961)
 KK0060
 KK0060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 KK0060'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE
 KK0060'RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED.  REFERENCE MARK
 KK0060'NO. 2 WAS DESTROYED BY A ROAD GRADER.  A NEW REFERENCE MARK WAS
 KK0060'ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.
 KK0060'
 KK0060'THE STATION IS 8 MILES SOUTHEAST OF WATKINS, 7 MILES SOUTHWEST OF
 KK0060'BENNETT AT MISSLE SITE 848 C.  IN THE SOUTHEAST 1/4 OF SECTION 25,
 KK0060'R64W., T4S.
 KK0060'
 KK0060'TO REACH THE STATION FROM THE JUNCTION OF COLORADO STATE HIGHWAYS 30
 KK0060'AND 70 IN AURORA GO EAST ON STATE HIGHWAY 30 FOR 5 MILES TO THE MAIN
 KK0060'GATE AT BUCKLEY A.N.G. BASE.  CONTINUE STRAIGHT AHEAD, EAST AND SOUTH
 KK0060'EAST ON STATE HIGHWAY 30 FOR 7.3 MILES TO A FORK, TAKE THE LEFT FORK
 KK0060'AND GO EAST FOR 11.3 MILES TO A SIDE ROAD RIGHT.  CONTINUE STRAIGHT
 KK0060'AHEAD EAST AND NORTHEAST FOR 1.9 MILES TO THE ENTRANCE TO MISSILE
 KK0060'SITE 848 C (PASS REQUIRED).  CONTINUE AHEAD FOR 0.15 MILE, THENCE
 KK0060'RIGHT FOR 0.1 MILE TO THE STATION AS DESCRIBED.
 KK0060'
 KK0060'THE STATION IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE
 KK0060'CONCRETE MONUMENT, WHICH PROJECTS 4 INCHES AND IS STAMPED LOW 1960.
 KK0060'IT IS 108 FEET SOUTHWEST OF THE MOST EASTERLY OF TWO MONOLITHES AND 5
 KK0060'FEET NORTH OF A METAL WITNESS POST.
 KK0060'
 KK0060'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF 10-INCH
 KK0060'SQUARE CONCRETE MONUMENT, WHICH PROJECTS 4 INCHES AND IS STAMPED LOW
 KK0060'NO 1 1960.  IT IS 107 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST
 KK0060'AND 139 FEET SOUTH-SOUTHEAST OF THE MOST EASTERLY OF TWO MONOLITHES.
 KK0060'
 KK0060'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN A DRILL HOLE IN THE
 KK0060'CONCRETE FOOTING OF THE LADDER LEADING TO THE MOST EASTERLY OF TWO
 KK0060'MONOLITHES.
 KK0060'
 KK0060'THE AZIMUTH MARK WAS USED AS A TRIANGULATION STATION SEE DESCRIPTION
 KK0060'THEREOF.
 KK0060
 KK0060                          STATION RECOVERY (1977)
 KK0060
 KK0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KK0060'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.
 KK0060'
 KK0060'STATION IS REACHED FROM THE JUNCTION OF EAST 6TH AVENUE,
 KK0060'BUCKLEY ROAD AND STATE HIGHWAY 30 WHICH IS AT THE EAST EDGE OF
 KK0060'AURORA.  GO EAST, SOUTHEAST AND SOUTH ON STATE HIGHWAY 30 FOR
 KK0060'8.4 MILES TO A FORK.  KEEP LEFT AND CONTINUE ON STATE HIGHWAY
 KK0060'30, EAST FOR 11.55 MILES TO A MICROWAVE MAST ON LEFT, A CATTLE
 KK0060'GUARD AND SURFACED ROAD ON RIGHT, A GRAVELED ROAD STRAIGHT
 KK0060'AHEAD AND A SURFACED ROAD BEARING TO LEFT.  BEAR LEFT AND
 KK0060'CONTINUE ON THE SURFACED ROAD PASSING THROUGH A METAL GATE FOR
 KK0060'0.65 MILE TO A CATTLE GUARD AND AZIMUTH MARK ON THE RIGHT.
 KK0060'CONTINUE STRAIGHT AHEAD ON THE SURFACED ROAD FOR 0.7 MILE.  TURN
 KK0060'LEFT AND GO WEST ACROSS COUNTRY FOR 0.05 MILE TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0712 ***********************************************************************
 JJ0712  DESIGNATION -  LOW
 JJ0712  PID         -  JJ0712
 JJ0712  STATE/COUNTY-  CO/PROWERS
 JJ0712  USGS QUAD   -  CARLTON (1952)
 JJ0712
 JJ0712                         *CURRENT SURVEY CONTROL
 JJ0712  ___________________________________________________________________
 JJ0712* NAD 83(1992)-  38 04 43.72005(N)    102 22 55.51436(W)     ADJUSTED  
 JJ0712* NAVD 88     -      1070.024  (meters)    3510.57   (feet)  ADJUSTED  
 JJ0712  ___________________________________________________________________
 JJ0712  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 JJ0712  GEOID HEIGHT-         -23.54  (meters)                     GEOID03
 JJ0712  DYNAMIC HT  -        1069.014 (meters)    3507.26  (feet)  COMP
 JJ0712  MODELED GRAV-     979,648.6   (mgal)                       NAVD 88
 JJ0712
 JJ0712  HORZ ORDER  -  THIRD
 JJ0712  VERT ORDER  -  FIRST     CLASS II
 JJ0712
 JJ0712.The horizontal coordinates were established by classical geodetic methods
 JJ0712.and adjusted by the National Geodetic Survey in January 1993..
 JJ0712
 JJ0712.The orthometric height was determined by differential leveling
 JJ0712.and adjusted by the National Geodetic Survey in June 1991..
 JJ0712
 JJ0712.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0712
 JJ0712.The geoid height was determined by GEOID03.
 JJ0712
 JJ0712.The dynamic height is computed by dividing the NAVD 88
 JJ0712.geopotential number by the normal gravity value computed on the
 JJ0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0712.degrees latitude (g = 980.6199 gals.).
 JJ0712
 JJ0712.The modeled gravity was interpolated from observed gravity values.
 JJ0712
 JJ0712;                    North         East     Units Scale Factor Converg.
 JJ0712;SPC CO S     -   466,092.314 1,187,899.194   MT  0.99995449   +1 54 44.9
 JJ0712;SPC CO S     - 1,529,171.20  3,897,299.27   sFT  0.99995449   +1 54 44.9
 JJ0712;UTM  13      - 4,217,795.915   729,618.843   MT  1.00024941   +1 36 55.0
 JJ0712
 JJ0712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0712!SPC CO S     -   0.99983582  x   0.99995449  =   0.99979032
 JJ0712!UTM  13      -   0.99983582  x   1.00024941  =   1.00008519
 JJ0712
 JJ0712:                Primary Azimuth Mark                     Grid Az
 JJ0712:SPC CO S     -  GRANADA MUNICIPAL TANK                   102 28 12.8
 JJ0712:UTM  13      -  GRANADA MUNICIPAL TANK                   102 46 02.7
 JJ0712
 JJ0712|---------------------------------------------------------------------|
 JJ0712| PID    Reference Object                     Distance      Geod. Az  |
 JJ0712|                                                           dddmmss.s |
 JJ0712| JJ0794 GRANADA MUNICIPAL TANK              APPROX. 6.4 KM 1042257.7 |
 JJ0712| CM9005 LOW RM 1                              9.138 METERS 13913     |
 JJ0712| CM9006 LOW RM 2                              5.134 METERS 26510     |
 JJ0712| CM9004 LOW AZ MK                                          2862320.0 |
 JJ0712| CM9007 LOW RM 3                             20.519 METERS 35858     |
 JJ0712|---------------------------------------------------------------------|
 JJ0712
 JJ0712                          SUPERSEDED SURVEY CONTROL
 JJ0712
 JJ0712  NAD 83(1986)-  38 04 43.71862(N)    102 22 55.50888(W) AD(       ) 3
 JJ0712  NAD 27      -  38 04 43.66422(N)    102 22 53.82356(W) AD(       ) 3
 JJ0712
 JJ0712.Superseded values are not recommended for survey control.
 JJ0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0712.See file dsdata.txt to determine how the superseded data were derived.
 JJ0712
 JJ0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC2961917796(NAD 83)
 JJ0712_MARKER: DS = TRIANGULATION STATION DISK
 JJ0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0712_SP_SET: CONCRETE POST
 JJ0712_STAMPING: LOW 1954
 JJ0712_MARK LOGO: CGS   
 JJ0712_PROJECTION: FLUSH
 JJ0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0712+STABILITY: SURFACE MOTION
 JJ0712
 JJ0712  HISTORY     - Date     Condition        Report By
 JJ0712  HISTORY     - 1954     MONUMENTED       CGS
 JJ0712  HISTORY     - 1986     GOOD             NGS
 JJ0712
 JJ0712                          STATION DESCRIPTION
 JJ0712
 JJ0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0712'THE STATION IS LOCATED ON THE ROAD RIGHT-OF-WAY AND IN THE
 JJ0712'POINT OF A TRIANGLE FORMED BY 2 PAVED ROADS.  IT IS ABOUT
 JJ0712'4 MILES AIRLINE WEST OF GRANADA, ABOUT 13 MILES AIRLINE EAST
 JJ0712'OF LAMAR, AND ABOUT 5 MILES AIRLINE SOUTHWEST OF BRISTOL.
 JJ0712'
 JJ0712'THE STATION IS A STANDARD DISK, STAMPED LOW 1954 AND SET IN
 JJ0712'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 JJ0712'1 INCH.  IT IS 60 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 JJ0712'50, 36 FEET SOUTH OF THE CENTERLINE OF A NARROW PAVED ROAD,
 JJ0712'10 FEET NORTH OF A SOUTHEAST-NORTHWEST WIRE FENCE, 3 FEET
 JJ0712'NORTH OF A SIGN BOARD, AND 5-1/2 FEET EAST OF A WITNESS POST.
 JJ0712'
 JJ0712'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LOW NO 1 1954
 JJ0712'AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JJ0712'THAT PROJECTS 4 INCHES.  IT IS 57 FEET NORTHEAST OF THE
 JJ0712'CENTERLINE OF U.S. HIGHWAY 50, 1 FOOT NORTHEAST OF THE WIRE
 JJ0712'FENCE, AND ABOUT THE SAME ELEVATION AS THE STATION.
 JJ0712'
 JJ0712'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED LOW NO 2 1954
 JJ0712'AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JJ0712'THAT PROJECTS 4 INCHES.  IT IS 44 FEET NORTHEAST OF THE
 JJ0712'CENTERLINE OF U.S. HIGHWAY 50, 40 FEET SOUTH OF THE CENTER
 JJ0712'LINE OF THE NARROW PAVED ROAD, 1 FOOT NORTHEAST OF A WIRE
 JJ0712'FENCE, AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 JJ0712'
 JJ0712'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED LOW NO 3 1954
 JJ0712'AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JJ0712'THAT IS FLUSH WITH THE GROUND.  IT IS 33 FEET NORTH OF THE
 JJ0712'CENTER LINE OF THE NARROW ROAD, 45 FEET SOUTH OF THE CENTERLINE
 JJ0712'OF THE SANTA FE RAILROAD TRACKS, 1 FOOT NORTH OF A WIRE
 JJ0712'FENCE, AND ABOUT 1 FOOT HIGHER THAN THE STATION.
 JJ0712'
 JJ0712'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED LOW 1954 AND
 JJ0712'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 JJ0712'PROJECTS 5 INCHES.  IT IS 61 FEET NORTH OF THE CENTERLINE OF
 JJ0712'U.S. HIGHWAY 50, 48 FEET EAST OF A FARM DRIVEWAY, 45 FEET
 JJ0712'SOUTH OF THE CENTERLINE OF THE SANTA FE RAILROAD TRACKS,
 JJ0712'AND 2 FEET SOUTH OF A WIRE FENCE.  TO REACH THE MARK FROM THE
 JJ0712'STATION GO WEST-NORTHWEST ON U.S. HIGHWAY 50 FOR 0.6 MILE
 JJ0712'TO THE MARK ON THE RIGHT.
 JJ0712'
 JJ0712'TO REACH THE STATION FROM THE POST OFFICE IN GRANADA GO WEST
 JJ0712'ON U.S. HIGHWAY 50 FOR 4.3 MILES TO A REVERSE Y-FORK ON THE
 JJ0712'RIGHT.  TURN SHARP RIGHT, EAST, AND GO 0.05 MILE TO THE
 JJ0712'STATION ON THE RIGHT.
 JJ0712'
 JJ0712'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JJ0712
 JJ0712                          STATION RECOVERY (1986)
 JJ0712
 JJ0712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JJ0712'6.9 KM (4.3 MI) WEST FROM GRANADA.
 JJ0712'6.9 KM (4.3 MI) WEST ALONG US HIGHWAY 50 FROM THE POST OFFICE AT
 JJ0712'GRANADA, AT A REVERSE FORK IN THE ROAD, 18.3 METERS (60 FT) NORTH OF
 JJ0712'THE HIGHWAY CENTERLINE, 11.0 METERS (36 FT) SOUTH OF THE CENTER OF A
 JJ0712'DIRT ROAD LEADING EAST (OLD HIGHWAY 50), 12.9 METERS (42.4 FT) WEST OF
 JJ0712'A POWER POLE AND 13.8 METERS (45.2 FT) EAST OF A POWER POLE.
 JJ0712'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JJ0712'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0074 ***********************************************************************
 KK0074  DESIGNATION -  LOW AZ MK
 KK0074  PID         -  KK0074
 KK0074  STATE/COUNTY-  CO/ARAPAHOE
 KK0074  USGS QUAD   -  STRASBURG NW (1978)
 KK0074
 KK0074                         *CURRENT SURVEY CONTROL
 KK0074  ___________________________________________________________________
 KK0074* NAD 83(1992)-  39 38 34.63441(N)    104 29 35.89025(W)     ADJUSTED  
 KK0074* NAVD 88     -      1827.510  (meters)    5995.76   (feet)  ADJUSTED  
 KK0074  ___________________________________________________________________
 KK0074  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 KK0074  GEOID HEIGHT-         -17.98  (meters)                     GEOID03
 KK0074  DYNAMIC HT  -        1825.760 (meters)    5990.01  (feet)  COMP
 KK0074  MODELED GRAV-     979,603.4   (mgal)                       NAVD 88
 KK0074
 KK0074  HORZ ORDER  -  FIRST
 KK0074  VERT ORDER  -  SECOND    CLASS 0
 KK0074
 KK0074.The horizontal coordinates were established by classical geodetic methods
 KK0074.and adjusted by the National Geodetic Survey in January 1993..
 KK0074
 KK0074.The orthometric height was determined by differential leveling
 KK0074.and adjusted by the National Geodetic Survey in June 1991..
 KK0074
 KK0074.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK0074
 KK0074.The geoid height was determined by GEOID03.
 KK0074
 KK0074.The dynamic height is computed by dividing the NAVD 88
 KK0074.geopotential number by the normal gravity value computed on the
 KK0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0074.degrees latitude (g = 980.6199 gals.).
 KK0074
 KK0074.The modeled gravity was interpolated from observed gravity values.
 KK0074
 KK0074;                    North         East     Units Scale Factor Converg.
 KK0074;SPC CO C     -   506,165.692 1,000,810.196   MT  0.99998058   +0 38 05.7
 KK0074;SPC CO C     - 1,660,645.27  3,283,491.45   sFT  0.99998058   +0 38 05.7
 KK0074;SPC CO N     -   339,668.270 1,000,812.885   MT  1.00001272   +0 39 01.7
 KK0074;SPC CO N     - 1,114,394.98  3,283,500.27   sFT  1.00001272   +0 39 01.7
 KK0074;UTM  13      - 4,388,252.481   543,476.048   MT  0.99962327   +0 19 23.8
 KK0074
 KK0074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK0074!SPC CO C     -   0.99971619  x   0.99998058  =   0.99969678
 KK0074!SPC CO N     -   0.99971619  x   1.00001272  =   0.99972891
 KK0074!UTM  13      -   0.99971619  x   0.99962327  =   0.99933957
 KK0074
 KK0074|---------------------------------------------------------------------|
 KK0074| PID    Reference Object                     Distance      Geod. Az  |
 KK0074|                                                           dddmmss.s |
 KK0074| CP7674 LOW AZIMUTH RM 1                     17.569 METERS 01018     |
 KK0074| CP7675 LOW AZIMUTH RM 2                     18.867 METERS 24446     |
 KK0074| KK0060 LOW                                 APPROX. 2.4 KM 3592210.4 |
 KK0074|---------------------------------------------------------------------|
 KK0074
 KK0074                          SUPERSEDED SURVEY CONTROL
 KK0074
 KK0074  NAD 83(1986)-  39 38 34.62833(N)    104 29 35.88855(W) AD(       ) 1
 KK0074  NAD 27      -  39 38 34.67576(N)    104 29 34.01517(W) AD(       ) 1
 KK0074  NGVD 29 (??/??/92) 1826.578  (m)         5992.70   (f) ADJ UNCH    2 0
 KK0074
 KK0074.Superseded values are not recommended for survey control.
 KK0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0074.See file dsdata.txt to determine how the superseded data were derived.
 KK0074
 KK0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED4347688252(NAD 83)
 KK0074_MARKER: DZ = AZIMUTH MARK DISK
 KK0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0074_STAMPING: LOW 1960
 KK0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0074+STABILITY: SURFACE MOTION
 KK0074
 KK0074  HISTORY     - Date     Condition        Report By
 KK0074  HISTORY     - 1960     MONUMENTED       CGS
 KK0074  HISTORY     - 1960     GOOD             NGS
 KK0074  HISTORY     - 1961     GOOD             CGS
 KK0074  HISTORY     - 1977     GOOD             NGS
 KK0074
 KK0074                          STATION DESCRIPTION
 KK0074
 KK0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KK0074'THE STATION IS ABOUT 8 MILES SOUTH AND 4 MILES WEST OF BENNETT
 KK0074'ON THE LOWRY AFB BOMBING RANGE.
 KK0074'
 KK0074'TO REACH THE STATION FROM THE SOUTH ENTRANCE TO THE FITZSIMONS
 KK0074'U.S. ARMY HOSPITAL, IN THE EAST EDGE OF AURORA, GO EAST ON
 KK0074'U.S. HIGHWAYS 36, 40 AND 287 FOR 2.1 MILES TO A SIDE ROAD
 KK0074'RIGHT (BUCKLEY ROAD), TURN RIGHT AND GO SOUTH ON THE MACADAM
 KK0074'ROAD FOR 1.0 MILE TO THE JUNCTION WITH STATE HIGHWAY 30.  TURN
 KK0074'LEFT AND GO EAST ON STATE HIGHWAY 30 FOR 1.0 MILE TO THE
 KK0074'ENTRANCE TO THE BUCKLEY NAVAL AIR STATION ON THE RIGHT, CONTINUE
 KK0074'EAST, SOUTHEAST AND SOUTH ON STATE HIGHWAY 30 FOR 7.4 MILES
 KK0074'TO A FORK, TAKE LEFT FORK AND GO EAST ON THE MACADAM ROAD FOR
 KK0074'0.6 MILE TO A GUARD STATION (PASS REQUIRED).  CONTINUE EAST ON
 KK0074'THE MACADAM ROAD FOR 11.0 MILES TO A SIDE ROAD RIGHT,
 KK0074'CONTINUE EAST AND NORTHEAST FOR 6.0 MILES TO THE STATION
 KK0074'ON THE RIGHT.
 KK0074'
 KK0074'THE MARK, STAMPED LOW 1960, IS AN AZIMUTH MARK DISK SET IN THE
 KK0074'TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 3 INCHES.  IT
 KK0074'IS 157 FEET SOUTHEAST OF THE CENTER OF A CATTLE GUARD, 86 FEET
 KK0074'EAST OF THE CENTER OF THE MACADAM ROAD, 4 FEET SOUTHWEST OF THE
 KK0074'WITNESS POST AND 3 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 KK0074'
 KK0074'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 KK0074
 KK0074                          STATION RECOVERY (1960)
 KK0074
 KK0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KK0074'16 MI ESE FROM BUCKLEY ANG BASE.
 KK0074'7.2 MILES EAST AND SOUTH ALONG COLORADO STATE HIGHWAY 30 FROM THE
 KK0074'MAIN GATE AT BUCKLEY A.N.G. BASE, THENCE LEFT FORK, EAST, ALONG AN
 KK0074'OILED ROAD, 11.8 MILES, 86 FEET EAST OF THE CENTER OF AN OILED ROAD,
 KK0074'3.7 FEET SOUTHWEST OF A METAL WITNESS POST AND 3 FEET
 KK0074'WEST OF A FENCE.  THE MARK IS A STANDARD AZIMUTH MARK DISK SET IN THE
 KK0074'TOP OF A 10 INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 3 INCHES.
 KK0074
 KK0074                          STATION RECOVERY (1961)
 KK0074
 KK0074'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 KK0074'THE STATION MARK WAS RECOVERED AS DESCRIBED.  TWO REFERENCE
 KK0074'MARKS WERE ESTABLISHED.  TRIANGULATION STATION BROW WAS USED AS
 KK0074'THE AZIMUTH MARK.  A NEW DESCRIPTION FOLLOWS.
 KK0074'
 KK0074'THE STATION IS 9 MILES SOUTHEAST OF WATKINS, 8 MILES SOUTHWEST
 KK0074'OF BENNETT, 1-1/2 MILES SOUTH OF MISSILE SITE 848 C ALONG THE
 KK0074'WEST SIDE OF SECTION 6, R. 64 W., T. 4 S.
 KK0074'
 KK0074'TO REACH THE STATION FROM THE JUNCTION OF COLORADO STATE
 KK0074'HIGHWAYS 30 AND 70 IN AURORA GO EAST ON COLORADO STATE HIGHWAY
 KK0074'30 FOR 5 MILES TO THE MAIN GATE AT BUCKLEY A.N.G. BASE.  CONTINUE
 KK0074'STRAIGHT AHEAD ON STATE HIGHWAY 30, EAST AND SOUTHEAST, FOR
 KK0074'7.3 MILES TO A FORK, TAKE THE LEFT FORK, EAST, FOR 11.3 MILES
 KK0074'TO A SIDE ROAD RIGHT, CONTINUE STRAIGHT AHEAD, NORTHEAST, FOR
 KK0074'0.6 MILE TO THE STATION ON THE RIGHT, JUST BEFORE REACHING A
 KK0074'CATTLEGUARD.
 KK0074'
 KK0074'THE STATION, STAMPED LOW 1960, IS AN AZIMUTH MARK DISK SET IN
 KK0074'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 3
 KK0074'INCHES.  IT IS 157 FEET SOUTHEAST OF THE CENTER OF A CATTLEGUARD,
 KK0074'86 FEET EAST OF THE CENTER OF AN OILED ROAD, 4 FEET SOUTHWEST OF
 KK0074'A WITNESS POST AND 3 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 KK0074'
 KK0074'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 KK0074'10-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 3 INCHES AND
 KK0074'IS STAMPED LOW AZIMUTH NO 1 1961.  IT IS 107 FEET SOUTHEAST OF
 KK0074'THE CENTER OF A CATTLEGUARD, 76 FEET EAST OF THE CENTER OF AN
 KK0074'OILED ROAD AND 2 FEET WEST OF A NORTH-SOUTH FENCE LINE.
 KK0074'
 KK0074'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF A
 KK0074'10-INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 4 INCHES AND IS
 KK0074'STAMPED LOW AZIMUTH NO 2 1961.  IT IS 53 FEET WEST OF A
 KK0074'NORTH-SOUTH FENCE LINE AND 44 FEET EAST OF THE CENTER OF AN
 KK0074'OILED ROAD.
 KK0074
 KK0074                          STATION RECOVERY (1977)
 KK0074
 KK0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KK0074'STATION WAS RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.
 KK0074'
 KK0074'STATION IS REACHED FROM THE JUNCTION OF EAST 6TH AVENUE,
 KK0074'BUCKLEY ROAD AND STATE HIGHWAY 30 WHICH IS AT THE EAST EDGE OF
 KK0074'AURORA.  GO EAST, SOUTHEAST AND SOUTH ON STATE HIGHWAY 30 FOR
 KK0074'8.4 MILES TO A FORK.  KEEP LEFT AND CONTINUE ON HIGHWAY 30, EAST
 KK0074'FOR 11.55 MILES TO A MICROWAVE MAST ON LEFT, A SURFACED ROAD
 KK0074'AND CATTLE GUARD ON RIGHT, A GRAVELED ROAD STRAIGHT AHEAD AND
 KK0074'A SURFACED ROAD BEARING TO THE LEFT.  BEAR LEFT AND CONTINUE
 KK0074'NORTHEASTERLY AND NORTH, PASSING THROUGH A METAL GATE FOR 0.65
 KK0074'MILE TO A CATTLE GUARD AND STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0062 ***********************************************************************
 KK0062  DESIGNATION -  LOW RM 1
 KK0062  PID         -  KK0062
 KK0062  STATE/COUNTY-  CO/ARAPAHOE
 KK0062  USGS QUAD   -  STRASBURG NW (1978)
 KK0062
 KK0062                         *CURRENT SURVEY CONTROL
 KK0062  ___________________________________________________________________
 KK0062* NAD 83(1986)-  39 39 51.     (N)    104 29 37.     (W)     SCALED    
 KK0062* NAVD 88     -      1793.420  (meters)    5883.91   (feet)  ADJUSTED  
 KK0062  ___________________________________________________________________
 KK0062  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 KK0062  DYNAMIC HT  -        1791.709 (meters)    5878.30  (feet)  COMP
 KK0062  MODELED GRAV-     979,608.3   (mgal)                       NAVD 88
 KK0062
 KK0062  VERT ORDER  -  SECOND    CLASS 0
 KK0062
 KK0062.The horizontal coordinates were scaled from a topographic map and have
 KK0062.an estimated accuracy of +/- 6 seconds.
 KK0062
 KK0062.The orthometric height was determined by differential leveling
 KK0062.and adjusted by the National Geodetic Survey in June 1991..
 KK0062
 KK0062.The geoid height was determined by GEOID03.
 KK0062
 KK0062.The dynamic height is computed by dividing the NAVD 88
 KK0062.geopotential number by the normal gravity value computed on the
 KK0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0062.degrees latitude (g = 980.6199 gals.).
 KK0062
 KK0062.The modeled gravity was interpolated from observed gravity values.
 KK0062
 KK0062;                    North         East    Units  Estimated Accuracy
 KK0062;SPC CO C     -   508,520.    1,000,760.      MT  (+/- 180 meters Scaled)
 KK0062
 KK0062                          SUPERSEDED SURVEY CONTROL
 KK0062
 KK0062  NGVD 29 (??/??/92) 1792.490  (m)         5880.86   (f) ADJ UNCH    2 0
 KK0062
 KK0062.Superseded values are not recommended for survey control.
 KK0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0062.See file dsdata.txt to determine how the superseded data were derived.
 KK0062
 KK0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED434906(NAD 83)
 KK0062_MARKER: DR = REFERENCE MARK DISK
 KK0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0062_STAMPING: LOW NO 1 1960
 KK0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0062+STABILITY: SURFACE MOTION
 KK0062
 KK0062  HISTORY     - Date     Condition        Report By
 KK0062  HISTORY     - 1960     MONUMENTED       CGS
 KK0062  HISTORY     - 1960     GOOD             NGS
 KK0062
 KK0062                          STATION DESCRIPTION
 KK0062
 KK0062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KK0062'15.5 MI ESE FROM BUCKLEY ANG BASE.
 KK0062'7.2 MILES EAST AND SOUTH ALONG COLORADO STATE HIGHWAY 30 FROM THE
 KK0062'MAIN GATE AT BUCKLEY A.N.G. BASE, THENCE LEFT FORK, EAST AND NORTH
 KK0062'ALONG AN OILED ROAD 13.4 MILES TO MISSILE SITE 1-C.  THE MARK IS
 KK0062'105 FEET SOUTH OF A METAL WITNESS POST.  IT IS A STANDARD REFERENCE
 KK0062'MARK DISK SET IN THE TOP OF A 12 INCH SQUARE CONCRETE MONUMENT,
 KK0062'WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0061 ***********************************************************************
 KK0061  DESIGNATION -  LOW RM 2
 KK0061  PID         -  KK0061
 KK0061  STATE/COUNTY-  CO/ARAPAHOE
 KK0061  USGS QUAD   -  STRASBURG NW (1978)
 KK0061
 KK0061                         *CURRENT SURVEY CONTROL
 KK0061  ___________________________________________________________________
 KK0061* NAD 83(1986)-  39 39 51.     (N)    104 29 37.     (W)     SCALED    
 KK0061* NAVD 88     -      1793.270  (meters)    5883.42   (feet)  ADJUSTED  
 KK0061  ___________________________________________________________________
 KK0061  GEOID HEIGHT-         -18.00  (meters)                     GEOID03
 KK0061  DYNAMIC HT  -        1791.559 (meters)    5877.81  (feet)  COMP
 KK0061  MODELED GRAV-     979,608.3   (mgal)                       NAVD 88
 KK0061
 KK0061  VERT ORDER  -  SECOND    CLASS 0
 KK0061
 KK0061.The horizontal coordinates were scaled from a topographic map and have
 KK0061.an estimated accuracy of +/- 6 seconds.
 KK0061
 KK0061.The orthometric height was determined by differential leveling
 KK0061.and adjusted by the National Geodetic Survey in June 1991..
 KK0061
 KK0061.The geoid height was determined by GEOID03.
 KK0061
 KK0061.The dynamic height is computed by dividing the NAVD 88
 KK0061.geopotential number by the normal gravity value computed on the
 KK0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0061.degrees latitude (g = 980.6199 gals.).
 KK0061
 KK0061.The modeled gravity was interpolated from observed gravity values.
 KK0061
 KK0061;                    North         East    Units  Estimated Accuracy
 KK0061;SPC CO C     -   508,520.    1,000,760.      MT  (+/- 180 meters Scaled)
 KK0061
 KK0061                          SUPERSEDED SURVEY CONTROL
 KK0061
 KK0061  NGVD 29 (??/??/92) 1792.340  (m)         5880.37   (f) ADJ UNCH    2 0
 KK0061
 KK0061.Superseded values are not recommended for survey control.
 KK0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0061.See file dsdata.txt to determine how the superseded data were derived.
 KK0061
 KK0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED434906(NAD 83)
 KK0061_MARKER: DR = REFERENCE MARK DISK
 KK0061_SETTING: 0 = UNSPECIFIED SETTING
 KK0061_STAMPING: LOW NO 2 1960
 KK0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0061
 KK0061  HISTORY     - Date     Condition        Report By
 KK0061  HISTORY     - 1960     MONUMENTED       CGS
 KK0061  HISTORY     - 1960     GOOD             NGS
 KK0061
 KK0061                          STATION DESCRIPTION
 KK0061
 KK0061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KK0061'15.5 MI ESE FROM BUCKLEY ANG BASE.
 KK0061'7.2 MILES EAST AND SOUTH ALONG COLORADO STATE HIGHWAY 30 FROM THE
 KK0061'MAIN GATE AT BUCKLEY A.N.G BASE, THENCE LEFT FORK, EAST AND NORTH
 KK0061'ALONG AN OILED ROAD 13.4 MILES TO MISSILE SITE 1-C.  THE MARK IS 52
 KK0061'FEET NORTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0554 ***********************************************************************
 KJ0554  DESIGNATION -  LOWLAND
 KJ0554  PID         -  KJ0554
 KJ0554  STATE/COUNTY-  CO/ELBERT
 KJ0554  USGS QUAD   -  NOONEN RESERVOIR SW (1969)
 KJ0554
 KJ0554                         *CURRENT SURVEY CONTROL
 KJ0554  ___________________________________________________________________
 KJ0554* NAD 83(1992)-  39 33 48.82823(N)    103 57 35.93400(W)     ADJUSTED  
 KJ0554* NAVD 88     -      1690.     (meters)    5545.     (feet)  SCALED    
 KJ0554  ___________________________________________________________________
 KJ0554  LAPLACE CORR-          -4.38  (seconds)                    DEFLEC99
 KJ0554  GEOID HEIGHT-         -18.95  (meters)                     GEOID03
 KJ0554
 KJ0554  HORZ ORDER  -  FIRST
 KJ0554
 KJ0554.The horizontal coordinates were established by classical geodetic methods
 KJ0554.and adjusted by the National Geodetic Survey in January 1993..
 KJ0554
 KJ0554.The orthometric height was scaled from a topographic map.
 KJ0554
 KJ0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0554
 KJ0554.The geoid height was determined by GEOID03.
 KJ0554
 KJ0554;                    North         East     Units Scale Factor Converg.
 KJ0554;SPC CO C     -   497,994.310 1,046,732.820   MT  0.99996844   +0 58 16.6
 KJ0554;SPC CO C     - 1,633,836.33  3,434,155.93   sFT  0.99996844   +0 58 16.6
 KJ0554;SPC CO N     -   331,512.277 1,046,740.420   MT  1.00002824   +0 59 42.2
 KJ0554;SPC CO N     - 1,087,636.53  3,434,180.86   sFT  1.00002824   +0 59 42.2
 KJ0554;UTM  13      - 4,379,835.329   589,339.184   MT  0.99969827   +0 39 44.9
 KJ0554
 KJ0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0554!SPC CO C     -   0.99973793  x   0.99996844  =   0.99970638
 KJ0554!SPC CO N     -   0.99973793  x   1.00002824  =   0.99976616
 KJ0554!UTM  13      -   0.99973793  x   0.99969827  =   0.99943628
 KJ0554
 KJ0554|---------------------------------------------------------------------|
 KJ0554| PID    Reference Object                     Distance      Geod. Az  |
 KJ0554|                                                           dddmmss.s |
 KJ0554| CP7677 LOWLAND RM 1                         12.996 METERS 08444     |
 KJ0554| KJ0535 LIMON ATT RELAY TOWER               APPROX.25.4 KM 1472822.5 |
 KJ0554| CP7678 LOWLAND RM 2                          9.165 METERS 16929     |
 KJ0554| KJ0556 LOWLAND AZ MK                       386.520 METERS 17614     |
 KJ0554| KK1576 DEER TRAIL MUNICIPAL TANK           APPROX. 9.2 KM 3071339.0 |
 KJ0554|---------------------------------------------------------------------|
 KJ0554
 KJ0554                          SUPERSEDED SURVEY CONTROL
 KJ0554
 KJ0554  NAD 83(1986)-  39 33 48.82173(N)    103 57 35.93153(W) AD(       ) 1
 KJ0554  NAD 27      -  39 33 48.88611(N)    103 57 34.07650(W) AD(       ) 1
 KJ0554
 KJ0554.Superseded values are not recommended for survey control.
 KJ0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0554.See file dsdata.txt to determine how the superseded data were derived.
 KJ0554
 KJ0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED8933979835(NAD 83)
 KJ0554_MARKER: DS = TRIANGULATION STATION DISK
 KJ0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0554
 KJ0554  HISTORY     - Date     Condition        Report By
 KJ0554  HISTORY     - 1960     MONUMENTED       CGS
 KJ0554  HISTORY     - 1977     GOOD             NGS
 KJ0554
 KJ0554                          STATION DESCRIPTION
 KJ0554
 KJ0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KJ0554'THE STATION IS LOCATED ABOUT 3-3/4 MILES SOUTH AND 5 MILES EAST
 KJ0554'OF DEER TRAIL AND 1/4 MILE SOUTH OF THE ARAPAHOE-ELBERT COUNTY
 KJ0554'LINE IN PASTURE LAND AND ON THE HIGHEST POINT IN THE VICINITY.
 KJ0554'
 KJ0554'TO REACH THE STATION FROM THE POST OFFICE IN DEER TRAIL, GO
 KJ0554'SOUTHWARD ON U.S. HIGHWAY 40 AND 287 FOR 6.3 MILES TO A SIDE
 KJ0554'ROAD LEFT AT A BRIDGE, TURN LEFT FOLLOWING THE DIRT ROAD EAST
 KJ0554'FOR 2.1 MILES TO A WIRE GATE, GO THROUGH THE GATE AND TURN LEFT
 KJ0554'THROUGH ANOTHER GATE, FOLLOWING THE TRACK ROAD FOR 0.5 MILE TO
 KJ0554'A FENCE CORNER ON THE RIGHT.  CONTINUE NORTHEASTERLY TO ANOTHER
 KJ0554'FENCE CORNER AND THE AZIMUTH MARK ON THE RIGHT.  FROM THE
 KJ0554'AZIMUTH MARK, FOLLOW A TRACK ROAD NORTHWESTERLY FOR 0.3 MILE
 KJ0554'TO THE HIGHEST POINT AND THE STATION MARK.
 KJ0554'
 KJ0554'THE STATION MARK IS A STANDARD DISK STAMPED LOWLAND 1960, SET
 KJ0554'IN A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES AND IS 3.5
 KJ0554'FEET SOUTH OF A WITNESS POST.
 KJ0554'
 KJ0554'RM 1 IS A STANDARD DISK STAMPED LOWLAND NO 1 1960, SET IN A
 KJ0554'SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND IS 40.4 FEET
 KJ0554'NORTHEAST OF THE WITNESS POST.
 KJ0554'
 KJ0554'RM 2 IS A STANDARD DISK STAMPED LOWLAND NO 2 1960, SET IN A
 KJ0554'SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND IS 32.7 FEET
 KJ0554'SOUTHEAST OF THE WITNESS POST.
 KJ0554'
 KJ0554'THE AZIMUTH MARK IS A STANDARD DISK STAMPED LOWLAND 1960, SET IN
 KJ0554'A SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES.  IT IS 3
 KJ0554'FEET SOUTHWEST OF THE FENCE CORNER, 1.2 FEET NORTH OF THE
 KJ0554'WITNESS POST AND 1 FOOT WEST OF THE FENCE.
 KJ0554
 KJ0554                          STATION RECOVERY (1977)
 KJ0554
 KJ0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KJ0554'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE
 KJ0554'AND DIRECTION TO MARKS CHECKED ADEQUATELY.
 KJ0554'
 KJ0554'STATION IS REACHED FROM THE POST OFFICE (DATE STREET-SECOND
 KJ0554'AVENUE INTERSECTION) IN DEER TRAIL.  GO SOUTH-SOUTHWEST ON
 KJ0554'SECOND STREET FOR 0.05 MILE TO OLD U.S. HIGHWAY 40 AND 287.  TURN
 KJ0554'LEFT AND GO SOUTHEAST ON THE OLD HIGHWAY FOR 5.1 MILES TO AN OLD
 KJ0554'SURFACED ROAD ON LEFT.  TURN LEFT AND GO EAST ON THE SURFACED
 KJ0554'ROAD, PASSING BENEATH INTERSTATE HIGHWAY 70 FOR 0.15 MILE TO A
 KJ0554'GRAVELED ROAD ON LEFT.  CONTINUE STRAIGHT AHEAD, EAST ON A
 KJ0554'GRAVELED ROAD FOR 0.55 MILE TO A CATTLE GUARD.  CONTINUE EAST ON
 KJ0554'THE ROAD FOR 1.1 MILES TO TWO (2) WIRE GATES.  PASS THROUGH THE
 KJ0554'NORTH 1 OF 2 GATES THENCE LEFT AND GO NORTHERLY ON AN OLD TRACK
 KJ0554'ROAD FOR 0.45 MILE TO A POND.  TURN RIGHT AND GO EAST FOR 0.2
 KJ0554'MILE TO AN OLD NORTH-SOUTH FENCE LINE.  TURN LEFT AND GO
 KJ0554'NORTH ALONG FENCE FOR 0.15 MILE TO A OLD FENCE CORNER AND A
 KJ0554'METAL ROD IN GROUND PROJECTING ABOUT 2-1/2 FEET.
 KJ0554'CONTINUE IN A NORTHEASTERLY DIRECTION FOR 0.4 MILE TO ANOTHER
 KJ0554'FENCE CORNER AND THE AZIMUTH MARK, AS DESCRIBED.  CONTINUE
 KJ0554'IN A NORTHWESTERLY DIRECTION FOR 0.25 MILE TO THE HIGHEST POINT
 KJ0554'AND STATION, AS DESCRIBED.
 KJ0554'
 KJ0554'STATION IS A STANDARD STATION MARK DISK, STAMPED LOWLAND
 KJ0554'1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 KJ0554'ABOUT 3 INCHES.  MARK IS 3.6 FEET SOUTH-SOUTHWEST OF A METAL
 KJ0554'WITNESS POST.
 KJ0554'
 KJ0554'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED
 KJ0554'LOWLAND NO 1 1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 KJ0554'PROJECTING ABOUT 4 INCHES.
 KJ0554'
 KJ0554'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED
 KJ0554'LOWLAND NO 2 1960, SET IN THE TOP OF A SQUARE CONCRETE
 KJ0554'MONUMENT PROJECTING ABOUT 5 INCHES.
 KJ0554'
 KJ0554'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED
 KJ0554'LOWLAND 1960, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 KJ0554'PROJECTING ABOUT 6 INCHES.  MARK IS 2.6 FEET SOUTHWEST OF A
 KJ0554'FENCE CORNER POST, 2 FEET WEST OF A NORTH-SOUTH FENCE LINE AND
 KJ0554'1.3 FEET NORTH OF A METAL WITNESS POST.
 KJ0554'
 KJ0554'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 KJ0554'6 MILES SE OF DEER TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0473 ***********************************************************************
 KK0473  DESIGNATION -  LOWRY
 KK0473  PID         -  KK0473
 KK0473  STATE/COUNTY-  CO/ARAPAHOE
 KK0473  USGS QUAD   -  WATKINS (1978)
 KK0473
 KK0473                         *CURRENT SURVEY CONTROL
 KK0473  ___________________________________________________________________
 KK0473* NAD 83(1992)-  39 38 13.27995(N)    104 30 03.74515(W)     ADJUSTED  
 KK0473* NAVD 88     -      1839.271  (meters)    6034.34   (feet)  ADJUSTED  
 KK0473  ___________________________________________________________________
 KK0473  LAPLACE CORR-          -3.94  (seconds)                    DEFLEC99
 KK0473  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 KK0473  DYNAMIC HT  -        1837.507 (meters)    6028.55  (feet)  COMP
 KK0473  MODELED GRAV-     979,601.3   (mgal)                       NAVD 88
 KK0473
 KK0473  HORZ ORDER  -  FIRST
 KK0473  VERT ORDER  -  SECOND    CLASS 0
 KK0473
 KK0473.The horizontal coordinates were established by classical geodetic methods
 KK0473.and adjusted by the National Geodetic Survey in January 1993..
 KK0473
 KK0473.The orthometric height was determined by differential leveling
 KK0473.and adjusted by the National Geodetic Survey in June 1991..
 KK0473
 KK0473.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK0473
 KK0473.The geoid height was determined by GEOID03.
 KK0473
 KK0473.The dynamic height is computed by dividing the NAVD 88
 KK0473.geopotential number by the normal gravity value computed on the
 KK0473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0473.degrees latitude (g = 980.6199 gals.).
 KK0473
 KK0473.The modeled gravity was interpolated from observed gravity values.
 KK0473
 KK0473;                    North         East     Units Scale Factor Converg.
 KK0473;SPC CO C     -   505,499.820 1,000,153.330   MT  0.99997960   +0 37 48.1
 KK0473;SPC CO C     - 1,658,460.66  3,281,336.38   sFT  0.99997960   +0 37 48.1
 KK0473;SPC CO N     -   339,002.198 1,000,156.178   MT  1.00001381   +0 38 43.7
 KK0473;SPC CO N     - 1,112,209.71  3,281,345.73   sFT  1.00001381   +0 38 43.7
 KK0473;UTM  13      - 4,387,590.428   542,815.805   MT  0.99962257   +0 19 05.9
 KK0473
 KK0473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK0473!SPC CO C     -   0.99971435  x   0.99997960  =   0.99969395
 KK0473!SPC CO N     -   0.99971435  x   1.00001381  =   0.99972815
 KK0473!UTM  13      -   0.99971435  x   0.99962257  =   0.99933702
 KK0473
 KK0473|---------------------------------------------------------------------|
 KK0473| PID    Reference Object                     Distance      Geod. Az  |
 KK0473|                                                           dddmmss.s |
 KK0473| KK1660 C E=LOWRY RM 2                        7.671 METERS 25435     |
 KK0473| KK0472 LOWRY RM 1                           13.600 METERS 31628     |
 KK0473| KK1661 LOWRY AZ MK                         APPROX. 1.0 KM 3354347.3 |
 KK0473|---------------------------------------------------------------------|
 KK0473
 KK0473                          SUPERSEDED SURVEY CONTROL
 KK0473
 KK0473  NAD 83(1986)-  39 38 13.27383(N)    104 30 03.74352(W) AD(       ) 1
 KK0473  NAD 27      -  39 38 13.32052(N)    104 30 01.86831(W) AD(       ) 1
 KK0473  NGVD 29 (??/??/92) 1838.337  (m)         6031.28   (f) ADJ UNCH    2 0
 KK0473
 KK0473.Superseded values are not recommended for survey control.
 KK0473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0473.See file dsdata.txt to determine how the superseded data were derived.
 KK0473
 KK0473_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED4281687590(NAD 83)
 KK0473_MARKER: DS = TRIANGULATION STATION DISK
 KK0473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0473_STAMPING: LOWRY 1960
 KK0473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0473+STABILITY: SURFACE MOTION
 KK0473
 KK0473  HISTORY     - Date     Condition        Report By
 KK0473  HISTORY     - 1960     MONUMENTED       CGS
 KK0473  HISTORY     - 1960     GOOD             NGS
 KK0473  HISTORY     - 1977     GOOD             NGS
 KK0473  HISTORY     - 20000301 GOOD             ZYLSTR
 KK0473
 KK0473                          STATION DESCRIPTION
 KK0473
 KK0473'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KK0473'STATION IS LOCATED ON A HIGH, GRASSY RIDGE ABOUT 8-1/2 MILES
 KK0473'SOUTH AND 4 MILES WEST OF BENNETT, 7-1/2 MILES SOUTH AND
 KK0473'6-3/4 MILES EAST OF WATKINS AND 2 MILES SOUTH OF COMPLEX 1C.  IN
 KK0473'THE SOUTHWEST 1/4 OF SECTION 1, T 5 S, R 64 W.
 KK0473'
 KK0473'REACHED FROM THE JUNCTION OF U.S. HIGHWAY 36, 40 AND 287 AND
 KK0473'STATE HIGHWAY 70 IN AURORA, BY GOING EAST ON HIGHWAY 36, 40 AND
 KK0473'287 FOR 4.0 MILES TO BUCKLEY ROAD ON THE RIGHT, TURN RIGHT,
 KK0473'SOUTH, FOR 1.0 MILE TO CROSSROADS, TURN LEFT, EAST FOR 1.0 MILE
 KK0473'TO THE ENTRANCE TO BUCKLEY FIELD ON THE RIGHT, CONTINUE EAST
 KK0473'THEN SOUTH ON MACADAM ROAD FOR 7.4 MILES TO FORKS, TAKE LEFT
 KK0473'FORK, EASTERLY, FOR 0.6 MILE TO GUARD STATION ON THE LEFT,
 KK0473'CONTINUE EAST ON MACADAM ROAD FOR 11.05 MILES TO A SIDE ROAD RIGHT
 KK0473'AND STATION ON THE LEFT.
 KK0473'
 KK0473'STATION MARKS ARE STANDARD DISKS, STAMPED LOWRY 1960.  THE
 KK0473'SURFACE DISK IS SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE
 KK0473'POST PROJECTING 7 INCHES.  IT IS 95 FEET NORTH OF THE CENTER
 KK0473'OF A MACADAM ROAD, 69 FEET SOUTHWEST OF A POWER LINE POLE, 35
 KK0473'FEET SOUTH OF A WIRE FENCE AND 2.2 FEET SOUTH OF A METAL WITNESS
 KK0473'POST.
 KK0473'
 KK0473'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED LOWRY NO
 KK0473'1 1960, SET IN THE TOP OF A 10-INCH, SQUARE, CONCRETE POST
 KK0473'PROJECTING 4 INCHES.  IT IS 139 FEET NORTH OF THE CENTER OF THE
 KK0473'ROAD, 93 FEET WEST OF THE POWER LINE POLE AND 3 FEET SOUTH OF
 KK0473'THE FENCE.
 KK0473'
 KK0473'USE, USED AS REFERENCE MARK 2, IS A U.S. DEPARTMENT OF
 KK0473'ENGINEERS SURVEY MARK, NOT STAMPED, SET IN THE TOP OF A 4 X 6
 KK0473'INCH CONCRETE POST PROJECTING 2 INCHES.  IT IS 84 FEET NORTH OF
 KK0473'THE CENTER OF THE ROAD, 41 FEET SOUTH OF THE FENCE AND 2.7 FEET
 KK0473'SOUTH OF A USE WITNESS POST.
 KK0473'
 KK0473'AZIMUTH MARK IS A STANDARD DISK, STAMPED LOWRY 1960, SET
 KK0473'IN THE TOP OF A 10-INCH SQUARE, CONCRETE POST PROJECTING 2
 KK0473'INCHES.  IT IS 191 FEET NORTHEAST OF A POWER LINE POLE AND 3.8
 KK0473'FEET SOUTH OF A METAL WITNESS POST.  TO REACH THE AZIMUTH MARK
 KK0473'FROM THE STATION FOLLOW DIM TRACKS NORTHWESTERLY, ALONG RIDGE,
 KK0473'FOR 0.6 MILE TO HIGHEST POINT OF RIDGE AND MARK.
 KK0473'
 KK0473'DISTANCE BETWEEN REFERENCE MARK 1 AND USE (REFERENCE MARK 2) IS
 KK0473'39.55 FEET OR 12.055 METERS.
 KK0473'
 KK0473'LOWRY TO LOWRY AZIMUTH IS A MEASURED BASE LINE.
 KK0473
 KK0473                          STATION RECOVERY (1960)
 KK0473
 KK0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 KK0473'16 MI ESE FROM BUCKLEY ANG BASE.
 KK0473'7.2 MILES EAST AND SOUTH ALONG COLORADO STATE HIGHWAY 30, FROM
 KK0473'THE MAIN GATE AT BUCKLEY A.N.G. BASE, THENCE LEFT FORK, EAST,
 KK0473'ALONG AN OILED ROAD FOR 11.3 MILES.  IT IS 90 FEET NORTH OF AN OILED
 KK0473'ROAD, 34 FEET SOUTH OF A FENCE AND 2 FEET SOUTHWEST OF A METAL WITNESS
 KK0473'POST.  THE MARK IS A STANDARD C AND GS TRIANGULATION STATION DISK
 KK0473'SET IN THE TOP OF A CONCRETE MONUMENT WHICH PROJECTS 4 INCHES.
 KK0473
 KK0473                          STATION RECOVERY (1977)
 KK0473
 KK0473'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KK0473'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 KK0473'
 KK0473'STATION IS REACHED FROM THE JUNCTION OF EAST 6TH AVENUE, BUCKLEY
 KK0473'ROAD AND STATE HIGHWAY 30 WHICH IS AT THE EAST EDGE OF AURORA.  GO
 KK0473'EAST AND SOUTHEAST ON STATE HIGHWAY 30 FOR 8.4 MILES TO A
 KK0473'FORK.  KEEP LEFT, ON HIGHWAY 30 AND CONTINUE EASTERLY FOR 11.6
 KK0473'MILES TO A SURFACED ROAD AND CATTLE GUARD ON RIGHT, STATION AND
 KK0473'MICROWAVE MAST ON LEFT, ON HIGHWAY RIGHT-OF-WAY.  A METAL
 KK0473'WITNESS POST WAS SET AT STATION MARK AT THIS TIME.
 KK0473'
 KK0473'AZIMUTH MARK IS REACHED FROM THE STATION.  CONTINUE EAST AND
 KK0473'NORTHEAST ON THE SURFACED ROAD FOR 0.15 MILE TO A METAL GATE
 KK0473'(UNLOCKED).  PASS THROUGH THE GATE, THENCE LEFT AND GO WEST FOR
 KK0473'0.1 MILE TO A FENCELINE.  TURN RIGHT AND GO NORTHWESTERLY ALONG
 KK0473'FENCELINE FOR ABOUT 0.05 MILE.  TURN LEFT FOR ABOUT 0.05 MILE TO
 KK0473'A POWERLINE.  TURN RIGHT AND FOLLOW ALONG THE POWERLINE,
 KK0473'NORTHWESTERLY FOR 0.6 MILE.  TURN RIGHT AND GO 0.05 MILE TO TOP
 KK0473'OF A KNOLL AND MARK.  A METAL WITNESS POST WAS SET AT THIS MARK
 KK0473'AT THIS TIME.
 KK0473
 KK0473                          STATION RECOVERY (2000)
 KK0473
 KK0473'RECOVERY NOTE BY ZYLSTRA-BAKER SURVEYING INCORPORATED 2000 (LD)
 KK0473'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE5250 ***********************************************************************
 AE5250  DESIGNATION -  LOWRY ASTRO
 AE5250  PID         -  AE5250
 AE5250  STATE/COUNTY-  CO/ARAPAHOE
 AE5250  USGS QUAD   -  FITZSIMONS (1994)
 AE5250
 AE5250                         *CURRENT SURVEY CONTROL
 AE5250  ___________________________________________________________________
 AE5250* NAD 83(1992)-  39 43 02.86041(N)    104 52 11.61478(W)     ADJUSTED  
 AE5250* NAVD 88     -      1661.4    (meters)    5451.     (feet)  GPS OBS   
 AE5250  ___________________________________________________________________
 AE5250  X           -  -1,261,074.963 (meters)                     COMP
 AE5250  Y           -  -4,749,510.345 (meters)                     COMP
 AE5250  Z           -   4,054,955.008 (meters)                     COMP
 AE5250  LAPLACE CORR-          -5.22  (seconds)                    DEFLEC99
 AE5250  ELLIP HEIGHT-        1643.97  (meters)          (12/03/02) GPS OBS
 AE5250  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 AE5250
 AE5250  HORZ ORDER  -  FIRST
 AE5250  ELLP ORDER  -  FOURTH    CLASS II
 AE5250
 AE5250.The horizontal coordinates were established by GPS observations
 AE5250.and adjusted by the National Geodetic Survey in January 1998..
 AE5250
 AE5250.The orthometric height was determined by GPS observations and a
 AE5250.high-resolution geoid model.
 AE5250
 AE5250.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5250
 AE5250.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5250
 AE5250.The ellipsoidal height was determined by GPS observations
 AE5250.and is referenced to NAD 83.
 AE5250
 AE5250.The geoid height was determined by GEOID03.
 AE5250
 AE5250;                    North         East     Units Scale Factor Converg.
 AE5250;SPC CO C     -   514,146.612   968,429.433   MT  0.99999372   +0 23 50.6
 AE5250;SPC CO C     - 1,686,829.34  3,177,255.56   sFT  0.99999372   +0 23 50.6
 AE5250;UTM  13      - 4,396,407.035   511,151.534   MT  0.99960153   +0 04 59.3
 AE5250
 AE5250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5250!SPC CO C     -   0.99974216  x   0.99999372  =   0.99973588
 AE5250!UTM  13      -   0.99974216  x   0.99960153  =   0.99934379
 AE5250
 AE5250                          SUPERSEDED SURVEY CONTROL
 AE5250
 AE5250  ELLIP H (01/12/98) 1644.01   (m)                       GP(       ) 4 1
 AE5250
 AE5250.Superseded values are not recommended for survey control.
 AE5250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5250.See file dsdata.txt to determine how the superseded data were derived.
 AE5250
 AE5250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED1115296407(NAD 83)
 AE5250_MARKER: DS = TRIANGULATION STATION DISK
 AE5250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5250_STAMPING: LOWRY ASTRO 1945
 AE5250_MARK LOGO: CGS   
 AE5250_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE5250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5250+STABILITY: SURFACE MOTION
 AE5250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5250+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2005
 AE5250
 AE5250  HISTORY     - Date     Condition        Report By
 AE5250  HISTORY     - 1945     MONUMENTED       CGS
 AE5250  HISTORY     - 20051216 GOOD             WAGLS
 AE5250
 AE5250                          STATION DESCRIPTION
 AE5250
 AE5250'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AE5250'THE STATION IS LOCATED IN THE CITY OF AURORA AT THE FORMER LOWRY AIR
 AE5250'FORCE BASE, AT THE MIRA VISTA COLF COURSE, IN THE SOUTHEAST 1/4 OF
 AE5250'SECTION 10, T 4 S, R 67 W.  OWNERSHIP--MIRA VISTA GOLF COURSE, 10110
 AE5250'EAST GOLFERS WAY, AURORA, CO 80010.  TELEPHONE- 303-340-1520  TO REACH
 AE5250'THE STATION FROM THE INTERSECTION OF HAVANA STREET AND 1ST AVENUE IN
 AE5250'THE CITY OF AURORA, GO WEST ON 1ST AVENUE FOR 0.2 MI (0.3 KM) TO THE
 AE5250'ENTRANCE TO THE GOLF COURSE, EAST GOLFERS WAY.  TURN LEFT, FOR 0.05 MI
 AE5250'(0.08 KM) TO THE CLUBHOUSE AND THE STATION  THE MARK IS A STANDARD CGS
 AE5250'DISK SET IN THE TOP OF A 12-INCH BY 12-INCH CONCRETE POST, PROJECTING
 AE5250'10 CM ABOVE THE GROUND.  IT IS 67.2 M (220.5 FT) SOUTH FROM THE CENTER
 AE5250'OF THE GATE ON THE ROAD TO THE CLUBHOUSE, 34.2 M (112.2 FT)
 AE5250'WEST-NORTHWEST FROM THE NORTHWEST CORNER OF THE CLUBHOUSE, 26.0 M
 AE5250'(85.3 FT) SOUTHWEST FROM THE CENTER OF THE PAVED ROAD TO THE
 AE5250'CLUBHOUSE, 15.75 M (51.67 FT) SOUTH-SOUTHWEST FROM A POWER POLE, 4.25
 AE5250'M (13.94 FT) EAST-SOUTHEAST FROM THE CENTER OF A DIRT ROAD ON THE
 AE5250'WESTSIDE OF THE CLUBHOUSE GOING TO THE GOLF COURSE, 1.35 M (4.43 FT)
 AE5250'NORTH FROM A 3-INCH PIPE IN THE GROUND, 1.35 M (4.43 FT) WEST FROM A
 AE5250'3-INCH PIPE IN THE GROUND, 1.35 M (4.43 FT) EAST FROM A 3-INCH PIPE IN
 AE5250'THE GROUND AND 1.25 M (4.10 FT) SOUTH FROM A 3-INCH PIPE IN THE
 AE5250'GROUND.
 AE5250
 AE5250                          STATION RECOVERY (2005)
 AE5250
 AE5250'RECOVERY NOTE BY WAGNER LAND SURVEYING 2005
 AE5250'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1661 ***********************************************************************
 KK1661  DESIGNATION -  LOWRY AZ MK
 KK1661  PID         -  KK1661
 KK1661  STATE/COUNTY-  CO/ARAPAHOE
 KK1661  USGS QUAD   -  WATKINS (1978)
 KK1661
 KK1661                         *CURRENT SURVEY CONTROL
 KK1661  ___________________________________________________________________
 KK1661* NAD 83(1992)-  39 38 43.14561(N)    104 30 21.16406(W)     ADJUSTED  
 KK1661* NAVD 88     -      1831.     (meters)    6007.     (feet)  SCALED    
 KK1661  ___________________________________________________________________
 KK1661  LAPLACE CORR-          -3.75  (seconds)                    DEFLEC99
 KK1661  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 KK1661
 KK1661  HORZ ORDER  -  FIRST
 KK1661
 KK1661.The horizontal coordinates were established by classical geodetic methods
 KK1661.and adjusted by the National Geodetic Survey in January 1993..
 KK1661
 KK1661.The orthometric height was scaled from a topographic map.
 KK1661
 KK1661.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1661
 KK1661.The geoid height was determined by GEOID03.
 KK1661
 KK1661;                    North         East     Units Scale Factor Converg.
 KK1661;SPC CO C     -   506,416.278   999,727.920   MT  0.99998097   +0 37 37.1
 KK1661;SPC CO C     - 1,661,467.41  3,279,940.68   sFT  0.99998097   +0 37 37.1
 KK1661;SPC CO N     -   339,918.572   999,730.507   MT  1.00001228   +0 38 32.4
 KK1661;SPC CO N     - 1,115,216.18  3,279,949.17   sFT  1.00001228   +0 38 32.4
 KK1661;UTM  13      - 4,388,508.859   542,395.538   MT  0.99962213   +0 18 55.0
 KK1661
 KK1661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1661!SPC CO C     -   0.99971565  x   0.99998097  =   0.99969663
 KK1661!SPC CO N     -   0.99971565  x   1.00001228  =   0.99972793
 KK1661!UTM  13      -   0.99971565  x   0.99962213  =   0.99933789
 KK1661
 KK1661|---------------------------------------------------------------------|
 KK1661| PID    Reference Object                     Distance      Geod. Az  |
 KK1661|                                                           dddmmss.s |
 KK1661| CP7679 LOWRY AZIMUTH RM 1                   10.000 METERS 07458     |
 KK1661| KK0074 LOW AZ MK                           APPROX. 1.1 KM 1033947.8 |
 KK1661| KK0473 LOWRY                               APPROX. 1.0 KM 1554336.2 |
 KK1661| CP7680 LOWRY AZIMUTH RM 2                    9.969 METERS 16140     |
 KK1661|---------------------------------------------------------------------|
 KK1661
 KK1661                          SUPERSEDED SURVEY CONTROL
 KK1661
 KK1661  NAD 83(1986)-  39 38 43.13956(N)    104 30 21.16246(W) AD(       ) 1
 KK1661  NAD 27      -  39 38 43.18616(N)    104 30 19.28759(W) AD(       ) 1
 KK1661
 KK1661.Superseded values are not recommended for survey control.
 KK1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1661.See file dsdata.txt to determine how the superseded data were derived.
 KK1661
 KK1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED4239688509(NAD 83)
 KK1661_MARKER: DZ = AZIMUTH MARK DISK
 KK1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1661
 KK1661  HISTORY     - Date     Condition        Report By
 KK1661  HISTORY     - 1960     MONUMENTED       CGS
 KK1661  HISTORY     - 1961     GOOD             CGS
 KK1661  HISTORY     - 1977     GOOD             NGS
 KK1661
 KK1661                          STATION DESCRIPTION
 KK1661
 KK1661'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (NES)
 KK1661'THE STATION IS ABOUT 7 MILES SOUTH AND 6-1/2 MILES EAST OF
 KK1661'WATKINS ON THE LOWRY AIR FORCE BASE.
 KK1661'
 KK1661'TO REACH THE STATION FROM THE SOUTH ENTRANCE TO THE FITZSIMONS
 KK1661'U.S. ARMY HOSPITAL, AT THE EAST EDGE OF AURORA, GO EAST ON
 KK1661'U.S. HIGHWAYS 36, 40 AND 287 FOR 2.1 MILES TO A SIDE ROAD RIGHT
 KK1661'(BUCKLEY ROAD), TURN RIGHT AND GO SOUTH ON THE MACADAM ROAD
 KK1661'FOR 1.0 MILE TO THE JUNCTION WITH STATE HIGHWAY 30, TURN LEFT
 KK1661'AND GO EAST ON STATE HIGHWAY 30 FOR 1.0 MILE TO THE ENTRANCE
 KK1661'TO BUCKLEY FIELD ON THE RIGHT.  CONTINUE EAST, SOUTHEAST AND
 KK1661'SOUTH ON STATE HIGHWAY 30 FOR 7.4 MILES TO A FORK, TAKE LEFT
 KK1661'FORK AND GO EAST ON THE MACADAM ROAD FOR 0.6 MILE TO A GUARD
 KK1661'STATION (PASS REQUIRED), CONTINUE EAST ON THE MACADAM ROAD
 KK1661'FOR 11.0 MILES TO A SIDE ROAD RIGHT AND A DRIVEWAY ON THE
 KK1661'LEFT.  HERE TURN LEFT, PASS THRU THE OPENING IN THE FENCE
 KK1661'AND GO NORTHWEST ON THE TRACK ROAD FOR 0.6 MILE TO THE
 KK1661'STATION.
 KK1661'
 KK1661'THE STATION, STAMPED LOWRY 1960, IS AN AZIMUTH MARK DISK SET
 KK1661'IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS
 KK1661'2 INCHES.  IT IS 190 FEET NORTHEAST OF A POWER LINE POLE AND
 KK1661'4 FEET SOUTH OF THE WITNESS POST.
 KK1661'
 KK1661'THERE WERE NO REFERENCE MARKS ESTABLISHED FOR THIS STATION.
 KK1661'
 KK1661'LOWRY AZIMUTH TO LOWRY IS A MEASURED BASE LINE.
 KK1661
 KK1661                          STATION RECOVERY (1961)
 KK1661
 KK1661'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (GWM)
 KK1661'THE STATION WAS RECOVERED AS DESCRIBED, BUT TWO REFERENCE MARKS
 KK1661'WERE ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.
 KK1661'
 KK1661'THE STATION IS 8-1/2 MILES SOUTHEAST OF WATKINS, 8 MILES SOUTHWEST
 KK1661'OF BENNETT, 1 MILES SOUTH OF MISSILE SITE 848 C IN SECTION
 KK1661'1, R. 64 W., T. 4 S. ON A PROMINENT NORTH-SOUTH RIDGE.
 KK1661'
 KK1661'TO REACH THE STATION FROM THE JUNCTION OF COLORADO STATE
 KK1661'HIGHWAYS 30 AND 70 IN AURORA GO EAST ON STATE HIGHWAY 30 FOR
 KK1661'5 MILES TO THE MAIN GATE AT BUCKLEY A.N.G. BASE.  CONTINUE
 KK1661'STRAIGHT AHEAD ON STATE HIGHWAY 30 FOR 7.3 MILES TO A FORK IN
 KK1661'THE ROAD, TAKE THE LEFT, EAST AND GO 11.3 MILES TO A SIDE ROAD
 KK1661'RIGHT, TURN LEFT NORTH THROUGH GAP IN FENCE AND FOLLOW A
 KK1661'TRACK ROAD NORTHERLY FOR 0.7 MILE TO THE STATION ON THE LEFT AS
 KK1661'DESCRIBED.
 KK1661'
 KK1661'THE STATION, STAMPED LOWRY 1960, IS AN AZIMUTH MARK DISK SET
 KK1661'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT, WHICH IS
 KK1661'SET FLUSH.  IT IS 190 FEET NORTHEAST OF A POWER LINE POLE, 11
 KK1661'FEET WEST OF THE CENTER OF A TRACK ROAD AND 4 FEET SOUTH OF
 KK1661'A METAL WITNESS POST.
 KK1661'
 KK1661'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF A
 KK1661'10-INCH CONCRETE MONUMENT, WHICH PROJECTS 2 INCHES AND IS
 KK1661'STAMPED LOWRY AZIMUTH NO 1 1961.  IT IS 32 FEET EAST OF A
 KK1661'METAL WITNESS POST AND 24 FEET EAST OF THE CENTER OF A TRACK ROAD.
 KK1661'
 KK1661'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE CONCRETE
 KK1661'TOP OF A 10-INCH MONUMENT, WHICH PROJECTS 4 INCHES AND IS
 KK1661'STAMPED LOWRY AZIMUTH NO 2 1961.  IT IS 36 FEET SOUTH OF A METAL
 KK1661'WITNESS POST AND 13 FEET WEST OF THE CENTER OF A TRACK ROAD.
 KK1661'
 KK1661'LOW AZIMUTH 1960 WAS USED AS THE AZIMUTH MARK.  SEE DESCRIPTION
 KK1661'THERE OF.
 KK1661
 KK1661                          STATION RECOVERY (1977)
 KK1661
 KK1661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 KK1661'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  A NEW
 KK1661'ROUTE TO STATION FOLLOWS.
 KK1661'
 KK1661'STATION IS REACHED FROM THE JUNCTION OF EAST 6TH AVENUE, BUCKLEY
 KK1661'ROAD AND STATE HIGHWAY 30 WHICH IS AT THE EAST EDGE OF
 KK1661'AURORA.  GO SOUTH AND SOUTHEAST ON STATE HIGHWAY 30 FOR 8.4
 KK1661'MILES TO A FORK.  KEEP LEFT AND CONTINUE ON HIGHWAY
 KK1661'30, EASTERLY FOR 11.6 MILES TO A SURFACED ROAD AND CATTLE
 KK1661'GUARD ON RIGHT, A MICROWAVE MAST AND STATION LOWRY 1960 ON
 KK1661'LEFT.  CONTINUE EAST AND NORTHEAST ON SURFACED ROAD FOR 0.15
 KK1661'MILE TO A METAL GATE (UNLOCKED).  PASS THROUGH THE GATE,
 KK1661'THENCE LEFT AND GO WEST FOR 0.1 MILE TO A FENCELINE.  TURN
 KK1661'RIGHT AND FOLLOW ALONG FENCELINE FOR ABOUT 0.05 MILE TO A
 KK1661'FENCE CORNER.  TURN LEFT AND PROCEED FOR ABOUT 0.05
 KK1661'MILE TO A POWERLINE.  TURN RIGHT AND FOLLOW ALONG THE
 KK1661'POWERLINE, NORTHWESTERLY FOR 0.6 MILE.
 KK1661'TURN RIGHT AND PROCEED FOR ABOUT 0.05 MILE TO TOP OF
 KK1661'A KNOLL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0442 ***********************************************************************
 KK0442  DESIGNATION -  LOWRY FIELD 2
 KK0442  PID         -  KK0442
 KK0442  STATE/COUNTY-  CO/DENVER
 KK0442  USGS QUAD   -  ENGLEWOOD (1997)
 KK0442
 KK0442                         *CURRENT SURVEY CONTROL
 KK0442  ___________________________________________________________________
 KK0442* NAD 83(1986)-  39 43 20.     (N)    104 53 49.     (W)     SCALED    
 KK0442* NAVD 88     -      1642.670  (meters)    5389.33   (feet)  POSTED    
 KK0442  ___________________________________________________________________
 KK0442  GEOID HEIGHT-         -17.40  (meters)                     GEOID03
 KK0442  DYNAMIC HT  -        1641.090 (meters)    5384.14  (feet)  COMP
 KK0442  MODELED GRAV-     979,605.9   (mgal)                       NAVD 88
 KK0442
 KK0442  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0442
 KK0442.The horizontal coordinates were scaled from a topographic map and have
 KK0442.an estimated accuracy of +/- 6 seconds.
 KK0442
 KK0442.The orthometric height was determined by differential leveling
 KK0442.and adjusted by the National Geodetic Survey in 1992..
 KK0442.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0442.rate of 0.0 thru 1.0 mm/km.
 KK0442
 KK0442.The geoid height was determined by GEOID03.
 KK0442
 KK0442.The dynamic height is computed by dividing the NAVD 88
 KK0442.geopotential number by the normal gravity value computed on the
 KK0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0442.degrees latitude (g = 980.6199 gals.).
 KK0442
 KK0442.The modeled gravity was interpolated from observed gravity values.
 KK0442
 KK0442;                    North         East    Units  Estimated Accuracy
 KK0442;SPC CO C     -   514,660.      966,110.      MT  (+/- 180 meters Scaled)
 KK0442
 KK0442                          SUPERSEDED SURVEY CONTROL
 KK0442
 KK0442  NGVD 29 (??/??/92) 1641.748  (m)         5386.30   (f) ADJ UNCH    1 2
 KK0442
 KK0442.Superseded values are not recommended for survey control.
 KK0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0442.See file dsdata.txt to determine how the superseded data were derived.
 KK0442
 KK0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED088969(NAD 83)
 KK0442_MARKER: DB = BENCH MARK DISK
 KK0442_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0442_SP_SET: BUILDING
 KK0442_STAMPING: LOWRY FIELD NO 2 1938
 KK0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0442
 KK0442  HISTORY     - Date     Condition        Report By
 KK0442  HISTORY     - 1938     MONUMENTED       CGS
 KK0442  HISTORY     - 1954     GOOD             NGS
 KK0442  HISTORY     - 1977     MARK NOT FOUND   NGS
 KK0442
 KK0442                          STATION DESCRIPTION
 KK0442
 KK0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0442'AT DENVER.
 KK0442'AT LOWRY FIELD, AT THE SOUTHWEST ONE OF FOUR BUILDINGS, AND IN
 KK0442'THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION.
 KK0442
 KK0442                          STATION RECOVERY (1977)
 KK0442
 KK0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 KK0442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0472 ***********************************************************************
 KK0472  DESIGNATION -  LOWRY RM 1
 KK0472  PID         -  KK0472
 KK0472  STATE/COUNTY-  CO/ARAPAHOE
 KK0472  USGS QUAD   -  WATKINS (1978)
 KK0472
 KK0472                         *CURRENT SURVEY CONTROL
 KK0472  ___________________________________________________________________
 KK0472* NAD 83(1986)-  39 38 13.     (N)    104 30 03.     (W)     SCALED    
 KK0472* NAVD 88     -      1839.121  (meters)    6033.85   (feet)  ADJUSTED  
 KK0472  ___________________________________________________________________
 KK0472  GEOID HEIGHT-         -17.96  (meters)                     GEOID03
 KK0472  DYNAMIC HT  -        1837.357 (meters)    6028.06  (feet)  COMP
 KK0472  MODELED GRAV-     979,601.4   (mgal)                       NAVD 88
 KK0472
 KK0472  VERT ORDER  -  SECOND    CLASS 0
 KK0472
 KK0472.The horizontal coordinates were scaled from a topographic map and have
 KK0472.an estimated accuracy of +/- 6 seconds.
 KK0472
 KK0472.The orthometric height was determined by differential leveling
 KK0472.and adjusted by the National Geodetic Survey in June 1991..
 KK0472
 KK0472.The geoid height was determined by GEOID03.
 KK0472
 KK0472.The dynamic height is computed by dividing the NAVD 88
 KK0472.geopotential number by the normal gravity value computed on the
 KK0472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0472.degrees latitude (g = 980.6199 gals.).
 KK0472
 KK0472.The modeled gravity was interpolated from observed gravity values.
 KK0472
 KK0472;                    North         East    Units  Estimated Accuracy
 KK0472;SPC CO C     -   505,490.    1,000,170.      MT  (+/- 180 meters Scaled)
 KK0472
 KK0472                          SUPERSEDED SURVEY CONTROL
 KK0472
 KK0472  NGVD 29 (??/??/92) 1838.187  (m)         6030.79   (f) ADJ UNCH    2 0
 KK0472
 KK0472.Superseded values are not recommended for survey control.
 KK0472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0472.See file dsdata.txt to determine how the superseded data were derived.
 KK0472
 KK0472_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED428875(NAD 83)
 KK0472_MARKER: DR = REFERENCE MARK DISK
 KK0472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0472_STAMPING: LOWRY RM 1 1960
 KK0472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0472+STABILITY: SURFACE MOTION
 KK0472
 KK0472  HISTORY     - Date     Condition        Report By
 KK0472  HISTORY     - 1960     MONUMENTED       CGS
 KK0472  HISTORY     - 1960     GOOD             NGS
 KK0472
 KK0472                          STATION DESCRIPTION
 KK0472
 KK0472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 KK0472'16 MI ESE FROM BUCKLEY ANG BASE.
 KK0472'7.2 MILES EAST AND SOUTH ALONG COLORADO STATE HIGHWAY 30, FROM
 KK0472'THE MAIN GATE AT BUCKLEY A.N.G. BASE, THENCE LEFT FORK, EAST,
 KK0472'ALONG AN OILED ROAD FOR 11.3 MILES.  IT IS 122 FEET NORTH OF THE
 KK0472'CENTER OF AN OILED ROAD, 43 FEET NORTHWEST OF A METAL WITNESS POST,
 KK0472'AND 2 FEET SOUTH OF A FENCE.  THE MARK IS A STANDARD C AND GS
 KK0472'REFERENCE MARK SET IN TOP OF A 10 INCH SQUARE CONCRETE MONUMENT
 KK0472'WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0805 ***********************************************************************
 JJ0805  DESIGNATION -  LRN 1
 JJ0805  PID         -  JJ0805
 JJ0805  STATE/COUNTY-  CO/PROWERS
 JJ0805  USGS QUAD   -  SHERIDAN LAKE SW (1968)
 JJ0805
 JJ0805                         *CURRENT SURVEY CONTROL
 JJ0805  ___________________________________________________________________
 JJ0805* NAD 83(1992)-  38 15 18.28687(N)    102 22 55.59797(W)     ADJUSTED  
 JJ0805* NAVD 88     -      1173.     (meters)    3848.     (feet)  VERTCON   
 JJ0805  ___________________________________________________________________
 JJ0805  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 JJ0805  GEOID HEIGHT-         -23.31  (meters)                     GEOID03
 JJ0805
 JJ0805  HORZ ORDER  -  THIRD
 JJ0805
 JJ0805.The horizontal coordinates were established by classical geodetic methods
 JJ0805.and adjusted by the National Geodetic Survey in January 1993..
 JJ0805
 JJ0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0805
 JJ0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0805
 JJ0805.The geoid height was determined by GEOID03.
 JJ0805
 JJ0805;                    North         East     Units Scale Factor Converg.
 JJ0805;SPC CO S     -   485,646.363 1,187,244.229   MT  0.99997232   +1 54 44.8
 JJ0805;SPC CO S     - 1,593,324.78  3,895,150.44   sFT  0.99997232   +1 54 44.8
 JJ0805;UTM  13      - 4,237,358.646   729,064.066   MT  1.00024625   +1 37 17.8
 JJ0805
 JJ0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0805!SPC CO S     -   0.99981956  x   0.99997232  =   0.99979188
 JJ0805!UTM  13      -   0.99981956  x   1.00024625  =   1.00006576
 JJ0805
 JJ0805:                Primary Azimuth Mark                     Grid Az
 JJ0805:SPC CO S     -  HUMP                                     176 01 04.8
 JJ0805:UTM  13      -  HUMP                                     176 18 31.8
 JJ0805
 JJ0805|---------------------------------------------------------------------|
 JJ0805| PID    Reference Object                     Distance      Geod. Az  |
 JJ0805|                                                           dddmmss.s |
 JJ0805| JJ0800 HUMP                                APPROX. 6.2 KM 1775549.6 |
 JJ0805|---------------------------------------------------------------------|
 JJ0805
 JJ0805                          SUPERSEDED SURVEY CONTROL
 JJ0805
 JJ0805  NAD 83(1986)-  38 15 18.28429(N)    102 22 55.59402(W) AD(       ) 3
 JJ0805  NAD 27      -  38 15 18.25383(N)    102 22 53.90290(W) AD(       ) 3
 JJ0805  NGVD 29 (07/19/86) 1173.     (m)         3848.     (f) VERT ANG       
 JJ0805
 JJ0805.Superseded values are not recommended for survey control.
 JJ0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0805.See file dsdata.txt to determine how the superseded data were derived.
 JJ0805
 JJ0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC2906437359(NAD 83)
 JJ0805
 JJ0805  HISTORY     - Date     Condition        Report By
 JJ0805  HISTORY     - 1949     MONUMENTED       USGS
 JJ0805  HISTORY     - 1967     MARK NOT FOUND   USGS
 JJ0805
 JJ0805                          STATION DESCRIPTION
 JJ0805
 JJ0805'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JJ0805'STATION LOCATED ABOUT 12.0 MI. (AIRLINE) N. OF CARLTON, COLORADO,
 JJ0805'40 MI. (AIRLINE) W. OF COUNTY HIGHWAY 51 ON CULTIVATED HILL IN
 JJ0805'SEC. 5, T 21 S, R 45 W.
 JJ0805'
 JJ0805'TO REACH STATION FROM INTERSECTION OF STATE HIGHWAY 50 AND COUNTY
 JJ0805'RD. 0.4 MI. E. OF CARLTON, COLORADO, PROCEED N. ON COUNTY RD. 8.3
 JJ0805'MI. TO A CROSSROAD, TURN RIGHT (E.) GO 2.0 MI. TO A CROSSROAD,
 JJ0805'TURN LEFT (N.) GO 3.4 MI., CROSS COUNTRY FOR 0.5 MI. TO STATION
 JJ0805'SITE.
 JJ0805'
 JJ0805'NOT FOUND.  AT THE SITE A N-S.
 JJ0805'FENCE LINE HAS AS MUCH AS 4 FT. OF BLOW DIRT ALONG IT.  THE W. SIDE
 JJ0805'OF THE FENCE IS PLANTED TO A GRAIN CROP.  THE E. SIDE OF THE FENCE
 JJ0805'FOR 0.5 MI. HAS BEEN TURNED BACK TO GRASS---.
 JJ0805'
 JJ0805'STATION MARK--STANDARD USGS TABLET CEMENTED IN A CONCRETE MONUMENT,
 JJ0805'STAMPED ---LRN 1 1949---, PROTRUDING 6 IN. ABOVE GROUND SURFACE.
 JJ0805'
 JJ0805'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0798 ***********************************************************************
 JJ0798  DESIGNATION -  LS 26
 JJ0798  PID         -  JJ0798
 JJ0798  STATE/COUNTY-  CO/PROWERS
 JJ0798  USGS QUAD   -  CARLTON (1952)
 JJ0798
 JJ0798                         *CURRENT SURVEY CONTROL
 JJ0798  ___________________________________________________________________
 JJ0798* NAD 83(1992)-  38 00 46.39991(N)    102 23 02.93879(W)     ADJUSTED  
 JJ0798* NAVD 88     -      1111.79   (+/-2cm)    3647.6    (feet)  VERTCON   
 JJ0798  ___________________________________________________________________
 JJ0798  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 JJ0798  GEOID HEIGHT-         -23.57  (meters)                     GEOID03
 JJ0798
 JJ0798  HORZ ORDER  -  THIRD
 JJ0798  VERT ORDER  -  THIRD ? (See Below)
 JJ0798
 JJ0798.The horizontal coordinates were established by classical geodetic methods
 JJ0798.and adjusted by the National Geodetic Survey in January 1993..
 JJ0798
 JJ0798.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0798.The vertical order pertains to the NGVD 29 superseded value.
 JJ0798
 JJ0798.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0798
 JJ0798.The geoid height was determined by GEOID03.
 JJ0798
 JJ0798;                    North         East     Units Scale Factor Converg.
 JJ0798;SPC CO S     -   458,773.501 1,187,962.377   MT  0.99995025   +1 54 40.3
 JJ0798;SPC CO S     - 1,505,159.39  3,897,506.57   sFT  0.99995025   +1 54 40.3
 JJ0798;UTM  13      - 4,210,474.697   729,643.921   MT  1.00024956   +1 36 41.9
 JJ0798
 JJ0798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0798!SPC CO S     -   0.99982927  x   0.99995025  =   0.99977953
 JJ0798!UTM  13      -   0.99982927  x   1.00024956  =   1.00007879
 JJ0798
 JJ0798                          SUPERSEDED SURVEY CONTROL
 JJ0798
 JJ0798  NAD 83(1986)-  38 00 46.39809(N)    102 23 02.93379(W) AD(       ) 3
 JJ0798  NAD 27      -  38 00 46.36547(N)    102 23 01.22020(W) AD(       ) 3
 JJ0798  NGVD 29 (07/19/86) 1111.29   (m)         3646.0    (f) LEVELING    3  
 JJ0798
 JJ0798.Superseded values are not recommended for survey control.
 JJ0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0798.See file dsdata.txt to determine how the superseded data were derived.
 JJ0798
 JJ0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC2964410475(NAD 83)
 JJ0798
 JJ0798  HISTORY     - Date     Condition        Report By
 JJ0798  HISTORY     - 1949     MONUMENTED       USGS
 JJ0798  HISTORY     - 1967     MARK NOT FOUND   USGS
 JJ0798
 JJ0798                          STATION DESCRIPTION
 JJ0798
 JJ0798'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JJ0798'STATION LOCATED ABOUT 5.0 MI. (AIRLINE) S. OF CARLTON, COLORADO,
 JJ0798'ABOUT 1.5 MI. (AIRLINE) E. OF COUNTY HIGHWAY 117, AT 1/4 COR. BETWEEN
 JJ0798'SEC. 29 AND 32, IN SEC. 29, T 23 S, R 44 W.
 JJ0798'
 JJ0798'TO REACH STATION FROM INTERSECTION OF STATE HIGHWAY 50 AND COUNTY
 JJ0798'HIGHWAY 117, PROCEED S. ON COUNTY HIGHWAY 117 FOR 5.0 MI. TO A DIM RD.
 JJ0798'E., TURN LEFT (E.) GO THRU GATE, PROCEED E. FOR 1.5 MI. ALONG DIM RD.
 JJ0798'TO STATION SITE.
 JJ0798'
 JJ0798'SEARCHED FOR, NOT FOUND.  ---PROBABLY DESTROYED AS
 JJ0798'IT IS LOCATED IN A CULTIVATED FIELD---.
 JJ0798'
 JJ0798'STATION MARK--STANDARD USGS TABLET CEMENTED IN CONCRETE MONUMENT
 JJ0798'PROTRUDING 5 IN. ABOVE GROUND, STAMPED ---LS 26---.
 JJ0798'
 JJ0798'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0857 ***********************************************************************
 JJ0857  DESIGNATION -  LS 40
 JJ0857  PID         -  JJ0857
 JJ0857  STATE/COUNTY-  CO/BENT
 JJ0857  USGS QUAD   -  LUBERS (1955)
 JJ0857
 JJ0857                         *CURRENT SURVEY CONTROL
 JJ0857  ___________________________________________________________________
 JJ0857* NAD 83(1992)-  38 14 40.16491(N)    102 57 31.34296(W)     ADJUSTED  
 JJ0857* NAVD 88     -      1303.14   (+/-2cm)    4275.4    (feet)  VERTCON   
 JJ0857  ___________________________________________________________________
 JJ0857  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 JJ0857  GEOID HEIGHT-         -22.71  (meters)                     GEOID03
 JJ0857
 JJ0857  HORZ ORDER  -  THIRD
 JJ0857  VERT ORDER  -  THIRD ? (See Below)
 JJ0857
 JJ0857.The horizontal coordinates were established by classical geodetic methods
 JJ0857.and adjusted by the National Geodetic Survey in January 1993..
 JJ0857
 JJ0857.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0857.The vertical order pertains to the NGVD 29 superseded value.
 JJ0857
 JJ0857.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0857
 JJ0857.The geoid height was determined by GEOID03.
 JJ0857
 JJ0857;                    North         East     Units Scale Factor Converg.
 JJ0857;SPC CO S     -   482,942.891 1,136,832.923   MT  0.99997098   +1 33 31.6
 JJ0857;SPC CO S     - 1,584,455.13  3,729,759.35   sFT  0.99997098   +1 33 31.6
 JJ0857;UTM  13      - 4,234,912.532   678,632.404   MT  0.99999300   +1 15 50.2
 JJ0857
 JJ0857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0857!SPC CO S     -   0.99979913  x   0.99997098  =   0.99977011
 JJ0857!UTM  13      -   0.99979913  x   0.99999300  =   0.99979213
 JJ0857
 JJ0857|---------------------------------------------------------------------|
 JJ0857| PID    Reference Object                     Distance      Geod. Az  |
 JJ0857|                                                           dddmmss.s |
 JJ0857| CM9010 LS 40 RM 1                            8.662 METERS 18004     |
 JJ0857| CM9009 LS 40 AZ MK                                        1810828.3 |
 JJ0857| CM9011 LS 40 RM 2                           16.300 METERS 27112     |
 JJ0857|---------------------------------------------------------------------|
 JJ0857
 JJ0857                          SUPERSEDED SURVEY CONTROL
 JJ0857
 JJ0857  NAD 83(1986)-  38 14 40.15854(N)    102 57 31.33744(W) AD(       ) 3
 JJ0857  NAD 27      -  38 14 40.13404(N)    102 57 29.61360(W) AD(       ) 3
 JJ0857  NGVD 29 (07/19/86) 1302.52   (m)         4273.4    (f) LEVELING    3  
 JJ0857
 JJ0857.Superseded values are not recommended for survey control.
 JJ0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0857.See file dsdata.txt to determine how the superseded data were derived.
 JJ0857
 JJ0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC7863234913(NAD 83)
 JJ0857_MARKER: DB = BENCH MARK DISK
 JJ0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0857
 JJ0857  HISTORY     - Date     Condition        Report By
 JJ0857  HISTORY     - 1954     MONUMENTED       USGS
 JJ0857  HISTORY     - 1968     GOOD             CGS
 JJ0857
 JJ0857                          STATION DESCRIPTION
 JJ0857
 JJ0857'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (WRH)
 JJ0857'STATION IS LOCATED, AIRLINE, ABOUT 9 MILES NORTH OF HASTY,
 JJ0857'17 MILES NORTHEAST OF LAS ANIMAS, ON THE EAST SIDE OF A
 JJ0857'NORTH-SOUTH GRADED ROAD BETWEEN HASTY AND GALATEA.
 JJ0857'
 JJ0857'STATION IS REACHED AS FOLLOWS--FROM THE MAIN CROSS ROAD
 JJ0857'INTERSECTION IN HASTY, GO NORTH FOR 9.2 MILES TO THE AZIMUTH
 JJ0857'MARK ON THE LEFT, WEST SIDE OF THE ROAD AT A FENCE CORNER.
 JJ0857'CONTINUE NORTH FOR 0.4 MILE TO A GATE ON EACH SIDE OF THE ROAD
 JJ0857'AND THE STATION ON THE RIGHT, EAST, JUST SOUTH OF THE
 JJ0857'GATES.
 JJ0857'
 JJ0857'STATION MARK, STAMPED LS 40 4273 1949, IS A USGS BENCH MARK
 JJ0857'DISK SET IN THE TOP OF AN 8 INCH SQUARE CONCRETE POST THAT
 JJ0857'PROJECTS 12 INCHES.  IT IS 21.0 FEET EAST OF THE CENTERLINE
 JJ0857'OF THE ROAD, 2.0 FEET WEST OF THE FENCE LINE, 25.0 FEET SOUTH
 JJ0857'OF A FENCE CORNER AND 4.0 FEET NORTH OF A WITNESS POST.
 JJ0857'
 JJ0857'REFERENCE MARK NUMBER 1, STAMPED LS 40 USGS NO 1 1954, IS A
 JJ0857'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 JJ0857'THAT PROJECTS 2 INCHES AND IS 12 INCHES LOWER THAN THE STATION.
 JJ0857'IT IS 21.0 FEET EAST OF THE CENTERLINE OF THE ROAD AND 18
 JJ0857'INCHES WEST OF THE FENCE LINE.
 JJ0857'
 JJ0857'REFERENCE MARK NUMBER 2, STAMPED LS 40 USGS NO 2 1954, IS A
 JJ0857'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST
 JJ0857'THAT PROJECTS 6 INCHES AND IS AT THE SAME ELEVATION AS THE
 JJ0857'STATION.  IT IS 27.0 FEET WEST OF THE CENTERLINE OF THE
 JJ0857'ROAD AND 2.0 FEET WEST OF THE FENCE LINE.
 JJ0857'
 JJ0857'AZIMUTH MARK, STAMPED LS 40 USGS 1954, IS A STANDARD DISK
 JJ0857'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 JJ0857'4 INCHES.  IT IS 27.0 FEET WEST OF THE CENTERLINE OF THE
 JJ0857'ROAD, 3.0 FEET NORTH NORTHEAST OF A FENCE CORNER POST, 2.0
 JJ0857'FEET EAST OF A FENCE LINE AND 1.0 FOOT WEST OF A WITNESS POST.
 JJ0857'
 JJ0857'HEIGHT OF LIGHT ABOVE STATION MARK 2 METERS.
 JJ0857
 JJ0857                          STATION RECOVERY (1968)
 JJ0857
 JJ0857'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (EIH)
 JJ0857'THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN
 JJ0857'GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0859 ***********************************************************************
 JJ0859  DESIGNATION -  LS 41 CLH
 JJ0859  PID         -  JJ0859
 JJ0859  STATE/COUNTY-  CO/BENT
 JJ0859  USGS QUAD   -  LUBERS (1955)
 JJ0859
 JJ0859                         *CURRENT SURVEY CONTROL
 JJ0859  ___________________________________________________________________
 JJ0859* NAD 83(1992)-  38 14 43.67794(N)    102 59 43.31116(W)     ADJUSTED  
 JJ0859* NAVD 88     -      1287.72   (+/-2cm)    4224.8    (feet)  VERTCON   
 JJ0859  ___________________________________________________________________
 JJ0859  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 JJ0859  GEOID HEIGHT-         -22.68  (meters)                     GEOID03
 JJ0859
 JJ0859  HORZ ORDER  -  THIRD
 JJ0859  VERT ORDER  -  THIRD ? (See Below)
 JJ0859
 JJ0859.The horizontal coordinates were established by classical geodetic methods
 JJ0859.and adjusted by the National Geodetic Survey in January 1993..
 JJ0859
 JJ0859.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0859.The vertical order pertains to the NGVD 29 superseded value.
 JJ0859
 JJ0859.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0859
 JJ0859.The geoid height was determined by GEOID03.
 JJ0859
 JJ0859;                    North         East     Units Scale Factor Converg.
 JJ0859;SPC CO S     -   482,964.507 1,133,622.254   MT  0.99997110   +1 32 10.6
 JJ0859;SPC CO S     - 1,584,526.05  3,719,225.68   sFT  0.99997110   +1 32 10.6
 JJ0859;UTM  13      - 4,234,950.676   675,421.840   MT  0.99997900   +1 14 28.5
 JJ0859
 JJ0859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0859!SPC CO S     -   0.99980154  x   0.99997110  =   0.99977265
 JJ0859!UTM  13      -   0.99980154  x   0.99997900  =   0.99978055
 JJ0859
 JJ0859:                Primary Azimuth Mark                     Grid Az
 JJ0859:SPC CO S     -  LIMESTONE                                102 39 58.9
 JJ0859:UTM  13      -  LIMESTONE                                102 57 41.0
 JJ0859
 JJ0859|---------------------------------------------------------------------|
 JJ0859| PID    Reference Object                     Distance      Geod. Az  |
 JJ0859|                                                           dddmmss.s |
 JJ0859| JJ0856 LIMESTONE                           APPROX. 5.4 KM 1041209.5 |
 JJ0859|---------------------------------------------------------------------|
 JJ0859
 JJ0859                          SUPERSEDED SURVEY CONTROL
 JJ0859
 JJ0859  NAD 83(1986)-  38 14 43.67118(N)    102 59 43.30627(W) AD(       ) 3
 JJ0859  NAD 27      -  38 14 43.65030(N)    102 59 41.57005(W) AD(       ) 3
 JJ0859  NGVD 29 (07/19/86) 1287.10   (m)         4222.8    (f) LEVELING    3  
 JJ0859
 JJ0859.Superseded values are not recommended for survey control.
 JJ0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0859.See file dsdata.txt to determine how the superseded data were derived.
 JJ0859
 JJ0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC7542234951(NAD 83)
 JJ0859
 JJ0859  HISTORY     - Date     Condition        Report By
 JJ0859  HISTORY     - 1959     MONUMENTED       USGS
 JJ0859  HISTORY     - 1968     GOOD             USGS
 JJ0859
 JJ0859                          STATION DESCRIPTION
 JJ0859
 JJ0859'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JJ0859'STATION IS LOCATED ABOUT 7.25 MI. N. AND 8.0 MI. W. OF MCCLAVE,
 JJ0859'IN THE EXTREME SW. COR. OF SEC. 2, T 21 S, R 50 W.
 JJ0859'
 JJ0859'MCCLAVE POST OFFICE, 6.5 MI. N. OF, ALONG DIRT RD., THENCE 6.9 MI. W.
 JJ0859'ALONG FIELD RD., THENCE 1.0 MI. N. ALONG DIRT RD., THENCE 2 MI. W.
 JJ0859'ALONG SECTION LINE, N. OF SW. COR. OF SEC. 2, T 21 S, R 50 W, AT DIM
 JJ0859'FIELD CORNER.
 JJ0859'
 JJ0859'STATION MARK--STANDARD TABLET, STAMPED ---4223 LS 41 1959---, SET IN
 JJ0859'TOP OF CONCRETE POST.
 JJ0859'
 JJ0859'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0674 ***********************************************************************
 JJ0674  DESIGNATION -  LS 7969
 JJ0674  PID         -  JJ0674
 JJ0674  STATE/COUNTY-  CO/BENT
 JJ0674  USGS QUAD   -  LAS ANIMAS (1979)
 JJ0674
 JJ0674                         *CURRENT SURVEY CONTROL
 JJ0674  ___________________________________________________________________
 JJ0674* NAD 83(1986)-  38 03 42.     (N)    103 09 04.     (W)     SCALED    
 JJ0674* NAVD 88     -      1180.781  (meters)    3873.95   (feet)  ADJUSTED  
 JJ0674  ___________________________________________________________________
 JJ0674  GEOID HEIGHT-         -22.59  (meters)                     GEOID03
 JJ0674  DYNAMIC HT  -        1179.623 (meters)    3870.15  (feet)  COMP
 JJ0674  MODELED GRAV-     979,608.0   (mgal)                       NAVD 88
 JJ0674
 JJ0674  VERT ORDER  -  FIRST     CLASS II
 JJ0674
 JJ0674.The horizontal coordinates were scaled from a topographic map and have
 JJ0674.an estimated accuracy of +/- 6 seconds.
 JJ0674
 JJ0674.The orthometric height was determined by differential leveling
 JJ0674.and adjusted by the National Geodetic Survey in June 1991..
 JJ0674
 JJ0674.The geoid height was determined by GEOID03.
 JJ0674
 JJ0674.The dynamic height is computed by dividing the NAVD 88
 JJ0674.geopotential number by the normal gravity value computed on the
 JJ0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0674.degrees latitude (g = 980.6199 gals.).
 JJ0674
 JJ0674.The modeled gravity was interpolated from observed gravity values.
 JJ0674
 JJ0674;                    North         East    Units  Estimated Accuracy
 JJ0674;SPC CO S     -   462,220.    1,120,510.      MT  (+/- 180 meters Scaled)
 JJ0674
 JJ0674                          SUPERSEDED SURVEY CONTROL
 JJ0674
 JJ0674.No superseded survey control is available for this station.
 JJ0674
 JJ0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC621142(NAD 83)
 JJ0674_MARKER: DB = BENCH MARK DISK
 JJ0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0674_SP_SET: CONCRETE POST
 JJ0674_STAMPING: LS 7969 1969
 JJ0674_MARK LOGO: USE   
 JJ0674_PROJECTION: PROJECTING 8 CENTIMETERS
 JJ0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0674+STABILITY: SURFACE MOTION
 JJ0674
 JJ0674  HISTORY     - Date     Condition        Report By
 JJ0674  HISTORY     - 1969     MONUMENTED       USE
 JJ0674  HISTORY     - 1985     GOOD             NGS
 JJ0674
 JJ0674                          STATION DESCRIPTION
 JJ0674
 JJ0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JJ0674'6.1 KM (3.8 MI) EAST FROM LAS ANIMAS.
 JJ0674'6.1 KM (3.8 MI) EASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 JJ0674'COURTHOUSE IN LAS ANIMAS, 28.2 M (92.5 FT) SOUTH OF THE NEAR RAIL, 7.8
 JJ0674'M (25.6 FT) SOUTH OF THE CENTER OF COUNTY ROAD FF .5, 5.5 M (18.0 FT)
 JJ0674'EAST OF THE CENTER OF A DIRT ROAD LEADING SOUTH, 1.7 M (5.6 FT) WEST
 JJ0674'OF A FENCE CORNER, AND 0.3 M (1.0 FT) SOUTHEAST OF A 2-INCH PIPE
 JJ0674'WITNESS POST.
 JJ0674'THE MARK IS 1.5 M ABOVE THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0589 ***********************************************************************
 HK0589  CBN         -  This is a Cooperative Base Network Control Station.
 HK0589  DESIGNATION -  LUCAS
 HK0589  PID         -  HK0589
 HK0589  STATE/COUNTY-  CO/LAS ANIMAS
 HK0589  USGS QUAD   -  CUCHARAS PASS (1979)
 HK0589
 HK0589                         *CURRENT SURVEY CONTROL
 HK0589  ___________________________________________________________________
 HK0589* NAD 83(1992)-  37 19 13.46688(N)    105 04 23.30134(W)     ADJUSTED  
 HK0589* NAVD 88     -      3031.4    (meters)    9946.     (feet)  GPS OBS   
 HK0589  ___________________________________________________________________
 HK0589  X           -  -1,321,300.558 (meters)                     COMP
 HK0589  Y           -  -4,906,101.265 (meters)                     COMP
 HK0589  Z           -   3,847,559.970 (meters)                     COMP
 HK0589  LAPLACE CORR-          -8.34  (seconds)                    DEFLEC99
 HK0589  ELLIP HEIGHT-        3015.30  (meters)          (10/21/02) GPS OBS
 HK0589  GEOID HEIGHT-         -16.31  (meters)                     GEOID03
 HK0589
 HK0589  HORZ ORDER  -  B
 HK0589  ELLP ORDER  -  FOURTH    CLASS II
 HK0589
 HK0589.The horizontal coordinates were established by GPS observations
 HK0589.and adjusted by the National Geodetic Survey in May 1992..
 HK0589
 HK0589.The orthometric height was determined by GPS observations and a
 HK0589.high-resolution geoid model.
 HK0589
 HK0589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HK0589
 HK0589.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0589
 HK0589.The ellipsoidal height was determined by GPS observations
 HK0589.and is referenced to NAD 83.
 HK0589
 HK0589.The geoid height was determined by GEOID03.
 HK0589
 HK0589;                    North         East     Units Scale Factor Converg.
 HK0589;SPC CO S     -   377,441.766   952,236.707   MT  0.99998534   +0 15 42.6
 HK0589;SPC CO S     - 1,238,323.53  3,124,129.93   sFT  0.99998534   +0 15 42.6
 HK0589;UTM  13      - 4,130,419.683   493,519.763   MT  0.99960052   -0 02 39.6
 HK0589
 HK0589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0589!SPC CO S     -   0.99952704  x   0.99998534  =   0.99951239
 HK0589!UTM  13      -   0.99952704  x   0.99960052  =   0.99912775
 HK0589
 HK0589                          SUPERSEDED SURVEY CONTROL
 HK0589
 HK0589  NAD 83(1986)-  37 19 13.46742(N)    105 04 23.30427(W) AD(       ) 3
 HK0589  ELLIP H (05/26/92) 3015.29   (m)                       GP(       ) 4 1
 HK0589  NGVD 29 (06/11/92) 3030.0    (m)         9941.     (f) GPS OBS        
 HK0589
 HK0589.Superseded values are not recommended for survey control.
 HK0589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0589.See file dsdata.txt to determine how the superseded data were derived.
 HK0589
 HK0589_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB9352030420(NAD 83)
 HK0589_MARKER: I = METAL ROD
 HK0589_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HK0589_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 HK0589_STAMPING: LUCAS 1991
 HK0589_MARK LOGO: NGS   
 HK0589_PROJECTION: PROJECTING 5 CENTIMETERS
 HK0589_MAGNETIC: I = MARKER IS A STEEL ROD
 HK0589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HK0589+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2005
 HK0589_ROD/PIPE-DEPTH: 4.9  meters
 HK0589_SLEEVE-DEPTH  : 1 meters
 HK0589
 HK0589  HISTORY     - Date     Condition        Report By
 HK0589  HISTORY     - 1991     MONUMENTED       NGS
 HK0589  HISTORY     - 19940609 GOOD             CODOT
 HK0589  HISTORY     - 19990120 GOOD             NGS
 HK0589  HISTORY     - 20051018 GOOD             INDIV
 HK0589
 HK0589                          STATION DESCRIPTION
 HK0589
 HK0589'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 HK0589'STATION IS LOCATED ABOUT 25 KM (15.5 MI) SOUTH-SOUTHWEST OF LA VETA,
 HK0589'6.5 KM (4.0 MI) SOUTHEAST OF CUCHARA, AT CUCHARAS PASS, ON THE
 HK0589'SOUTHEAST SIDE OF THE HUERFANO-LAS ANIMAS COUNTY LINE, ALONG STATE
 HK0589'HIGHWAY 12, AT MILE 22.25, ON THE RIGHT-OF-WAY, IN NORTH CENTRAL
 HK0589'SECTION 26, T 31 S, R 69 W.  OWNERSHIP--STATE DEPARTMENT OF
 HK0589'TRANSPORTATION.
 HK0589'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 12 AND THE RAILROAD TRACKS
 HK0589'(ONE BLOCK NORTH OF STREET WITH THE POST OFFICE), GO SOUTH ON HIGHWAY
 HK0589'12 FOR 17.55 MI (28.24 KM) TO COUNTY ROAD 46 ON THE LEFT AT TOP OF
 HK0589'LONG GRADE AND THE STATION ON THE LEFT.
 HK0589'STATION MARK IS A PUNCH HOLE TOP CENTER IN A STEEL ROD ENCASED IN A
 HK0589'PVC PIPE WITH LOGO CAP SET IN AN 0.5 M (1.6 FT) CONCRETE POST
 HK0589'PROJECTING 5 CM.  IT IS 17.8 M (58.4 FT) NORTHEAST OF, AND 1 M
 HK0589'(3.3 FT) HIGHER THAN THE HIGHWAY CENTER, 35.3 M (115.8 FT) SOUTHEAST
 HK0589'OF THE COUNTY ROAD CENTER, 19.5 M (64.0 FT) NORTH OF THE NORTH CORNER
 HK0589'OF A CATTLE GUARD IN THE HIGHWAY, 0.6 M (2.0 FT) SOUTHWEST OF THE
 HK0589'RIGHT-OF-WAY FENCE AND 0.9 M (3.0 FT) SOUTH OF AN ANGLED FENCE
 HK0589'CORNER, AND 0.9 M (3.0 FT) NORTHWEST OF A FIBERGLASS WITNESS POST.
 HK0589'DESCRIBED BY G.R.HEID
 HK0589
 HK0589                          STATION RECOVERY (1994)
 HK0589
 HK0589'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1994 (PG)
 HK0589'RECOVERED AS DESCRIBED.
 HK0589
 HK0589                          STATION RECOVERY (1999)
 HK0589
 HK0589'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 HK0589'RECOVERED AS DESCRIBED.
 HK0589
 HK0589                          STATION RECOVERY (2005)
 HK0589
 HK0589'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (TW)
 HK0589'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3578 ***********************************************************************
 AI3578  DESIGNATION -  LUCY
 AI3578  PID         -  AI3578
 AI3578  STATE/COUNTY-  CO/WELD
 AI3578  USGS QUAD   -  ERIE (1967)
 AI3578
 AI3578                         *CURRENT SURVEY CONTROL
 AI3578  ___________________________________________________________________
 AI3578* NAD 83(1992)-  40 00 00.35831(N)    105 00 41.29278(W)     ADJUSTED  
 AI3578* NAVD 88     -      1614.4    (meters)    5297.     (feet)  GPS OBS   
 AI3578  ___________________________________________________________________
 AI3578  X           -  -1,267,587.059 (meters)                     COMP
 AI3578  Y           -  -4,726,913.921 (meters)                     COMP
 AI3578  Z           -   4,079,020.688 (meters)                     COMP
 AI3578  LAPLACE CORR-          -8.70  (seconds)                    DEFLEC99
 AI3578  ELLIP HEIGHT-        1597.18  (meters)          (12/03/02) GPS OBS
 AI3578  GEOID HEIGHT-         -17.33  (meters)                     GEOID03
 AI3578
 AI3578  HORZ ORDER  -  FIRST
 AI3578  ELLP ORDER  -  FOURTH    CLASS II
 AI3578
 AI3578.The horizontal coordinates were established by GPS observations
 AI3578.and adjusted by the National Geodetic Survey in February 2000..
 AI3578
 AI3578.The orthometric height was determined by GPS observations and a
 AI3578.high-resolution geoid model.
 AI3578
 AI3578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3578
 AI3578.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3578
 AI3578.The ellipsoidal height was determined by GPS observations
 AI3578.and is referenced to NAD 83.
 AI3578
 AI3578.The geoid height was determined by GEOID03.
 AI3578
 AI3578;                    North         East     Units Scale Factor Converg.
 AI3578;SPC CO N     -   378,946.433   956,117.596   MT  0.99996636   +0 18 56.4
 AI3578;SPC CO N     - 1,243,260.09  3,136,862.48   sFT  0.99996636   +0 18 56.4
 AI3578;UTM  13      - 4,427,768.329   499,020.907   MT  0.99960001   -0 00 26.5
 AI3578
 AI3578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3578!SPC CO N     -   0.99974950  x   0.99996636  =   0.99971587
 AI3578!UTM  13      -   0.99974950  x   0.99960001  =   0.99934961
 AI3578
 AI3578                          SUPERSEDED SURVEY CONTROL
 AI3578
 AI3578  ELLIP H (02/17/00) 1597.20   (m)                       GP(       ) 4 2
 AI3578
 AI3578.Superseded values are not recommended for survey control.
 AI3578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3578.See file dsdata.txt to determine how the superseded data were derived.
 AI3578
 AI3578_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE9902127768(NAD 83)
 AI3578_MARKER: DD = SURVEY DISK
 AI3578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3578_STAMPING: LUCY 15
 AI3578_MARK LOGO: CO0253
 AI3578_PROJECTION: FLUSH
 AI3578_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AI3578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3578+STABILITY: SURFACE MOTION
 AI3578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3578+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2006
 AI3578
 AI3578  HISTORY     - Date     Condition        Report By
 AI3578  HISTORY     - 1999     MONUMENTED       NGS
 AI3578  HISTORY     - 20051205 GOOD             SLSS
 AI3578  HISTORY     - 20060304 GOOD             GEOCAC
 AI3578
 AI3578                          STATION DESCRIPTION
 AI3578
 AI3578'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI3578'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) EAST-NORTHEAST OF
 AI3578'LAFAYETTE, 3.9 MI (6.3 KM) SOUTH-SOUTHEAST OF ERIE AND 2.1 MI (3.4 KM)
 AI3578'SOUTHEAST OF THE TRICOUNTY AIRPORT, IN THE NORTHWEST 1/4 OF SECTION 4,
 AI3578'T 1 S, R 68 W, AT STATE HIGHWAY 7 MILEPOST 66.75. OWNERSHIP--COLORADO
 AI3578'DEPT.  OF TRANSPORTATION RIGHT-OF-WAY
 AI3578'TO REACH THE STATION FROM THE OVERPASS OF INTERSTATE 25 AND STATE
 AI3578'HIGHWAY 7, EXIT 229, GO WEST ON STATE HIGHWAY 7 FOR 1.8 MI (2.9 KM) TO
 AI3578'A TURNOUT ON THE SOUTH SIDE OF THE HIGHWAY AT THE TOP OF A HILL AND
 AI3578'THE STATION ON THE LEFT
 AI3578'THE MARK IS A CITY OF BROOMFIELD DISK ON A REBAR SET INTO THE TOP OF A
 AI3578'ROUND 42 CM CONCRETE POST, 1.2 M (3.9 FT) DEEP AND FLUSH WITH THE
 AI3578'GROUND.  IT IS 26.3 M (86.3 FT) WEST FROM THE CENTER OF AN ENTRANCE TO
 AI3578'A FIELD ROAD, 20.9 M (68.6 FT) SOUTH FROM THE CENTER LINE OF STATE
 AI3578'HIGHWAY 7, 20.0 M (65.6 FT) SOUTHEAST FROM THE TOP CENTER OF A
 AI3578'CONCRETE BOX CULVERT, 4.7 M (15.4 FT) FROM THE WEST POST OF A COLORAOD
 AI3578'NORTHERN COAL FIELD HISTORICAL SIGN, 1.5 M (4.9 FT) NORTH FROM A
 AI3578'WITNESS POST AND RIGHT-OF-WAY FENCE AND 30 CM ABOVE THE HIGHWAY.
 AI3578
 AI3578                          STATION RECOVERY (2005)
 AI3578
 AI3578'RECOVERY NOTE BY STEPHENSON LAND SURVEYING SERVICES 2005 (GFS)
 AI3578'RECOVERED AS DESCRIBED.  NEW CONSTRUCTION IN AREA.  PIPE TRENCH IS
 AI3578'FIFTEEN FEET OF THE MARK.
 AI3578
 AI3578                          STATION RECOVERY (2006)
 AI3578
 AI3578'RECOVERY NOTE BY GEOCACHING 2006 (CLX)
 AI3578'THERE IS MUCH CONSTRUCTION GOING ON IN THE AREA, AND SOME REFERENCES
 AI3578'NO LONGER APPLY.
 AI3578'IT IS 26.3 M (86.3 FT) WEST FROM THE CENTER OF AN ENTRANCE TO A FIELD
 AI3578'ROAD - THAT ENTRANCE NO LONGER EXISTS.
 AI3578'4.7 M (15.4 FT) FROM THE WEST POST OF A COLORAOD NORTHERN COAL FIELD
 AI3578'HISTORICAL SIGN - THE SIGN HAS BEEN CHANGED AND IS MUCH SMALLER THAN
 AI3578'THE ORIGINAL REFERENCED.
 AI3578'IMAGES AVAILABLE ON THE GEOCACING WEBSITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5142 ***********************************************************************
 AC5142  DESIGNATION -  LUISA
 AC5142  PID         -  AC5142
 AC5142  STATE/COUNTY-  CO/PUEBLO
 AC5142  USGS QUAD   -  YELLOWBANK CREEK (1984)
 AC5142
 AC5142                         *CURRENT SURVEY CONTROL
 AC5142  ___________________________________________________________________
 AC5142* NAD 83(1992)-  37 57 50.25105(N)    104 12 54.31902(W)     ADJUSTED  
 AC5142* NAVD 88     -      1461.3    (meters)    4794.     (feet)  GPS OBS   
 AC5142  ___________________________________________________________________
 AC5142  X           -  -1,236,660.358 (meters)                     COMP
 AC5142  Y           -  -4,881,827.798 (meters)                     COMP
 AC5142  Z           -   3,903,177.260 (meters)                     COMP
 AC5142  LAPLACE CORR-          -6.55  (seconds)                    DEFLEC99
 AC5142  ELLIP HEIGHT-        1441.02  (meters)          (12/03/02) GPS OBS
 AC5142  GEOID HEIGHT-         -20.26  (meters)                     GEOID03
 AC5142
 AC5142  HORZ ORDER  -  FIRST
 AC5142  ELLP ORDER  -  FOURTH    CLASS II
 AC5142
 AC5142.The horizontal coordinates were established by GPS observations
 AC5142.and adjusted by the National Geodetic Survey in January 1997..
 AC5142
 AC5142.The orthometric height was determined by GPS observations and a
 AC5142.high-resolution geoid model.
 AC5142
 AC5142.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5142
 AC5142.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5142
 AC5142.The ellipsoidal height was determined by GPS observations
 AC5142.and is referenced to NAD 83.
 AC5142
 AC5142.The geoid height was determined by GEOID03.
 AC5142
 AC5142;                    North         East     Units Scale Factor Converg.
 AC5142;SPC CO S     -   449,556.285 1,027,304.532   MT  0.99994796   +0 47 17.3
 AC5142;SPC CO S     - 1,474,919.25  3,370,414.95   sFT  0.99994796   +0 47 17.3
 AC5142;UTM  13      - 4,202,106.698   568,947.365   MT  0.99965855   +0 28 58.3
 AC5142
 AC5142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5142!SPC CO S     -   0.99977393  x   0.99994796  =   0.99972191
 AC5142!UTM  13      -   0.99977393  x   0.99965855  =   0.99943256
 AC5142
 AC5142                          SUPERSEDED SURVEY CONTROL
 AC5142
 AC5142  ELLIP H (01/17/97) 1441.01   (m)                       GP(       ) 1 1
 AC5142
 AC5142.Superseded values are not recommended for survey control.
 AC5142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5142.See file dsdata.txt to determine how the superseded data were derived.
 AC5142
 AC5142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6894702107(NAD 83)
 AC5142_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5142_STAMPING: LUISA 1995
 AC5142_MARK LOGO: NGS   
 AC5142_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC5142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5142+STABILITY: SURFACE MOTION
 AC5142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5142+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5142
 AC5142  HISTORY     - Date     Condition        Report By
 AC5142  HISTORY     - 1995     MONUMENTED       CO-101
 AC5142
 AC5142                          STATION DESCRIPTION
 AC5142
 AC5142'DESCRIBED BY PUEBLO COUNTY COLORADO 1995 (KCH)
 AC5142'THE STATION IS LOCATED IN SOUTHEAST PUEBLO COUNTY ON RED TOP ROAD EAST
 AC5142'25.9 MI (41.7 KM) SOUTHEAST OF DOWNTOWN PUEBLO, 22.9 MI (36.9 KM)
 AC5142'NORTHWEST OF THE SOUTHEAST CORNER OF PUEBLO COUNTY, 8.2 MI (13.2 KM)
 AC5142'SOUTHEAST OF THE DOYLE ROAD BRIDGE OVER THE HUERFANO RIVER, IN THE NE
 AC5142'1/4 OF SECTION 15 T24S R61W OF THE 6TH PM. OWNERSHIP-- PUEBLO COUNTY
 AC5142'RIGHT-OF-WAY. TO REACH THE STATION FROM THE INTERSECTION OF US HWY 50E
 AC5142'AND 27TH LANE, GO SOUTH 2.9 MI (4.7 KM) ON 27TH LANE TO THE SIGN
 AC5142'MARKING THE END OF 27TH LANE AND THE BEGINNING OF DOYLE ROAD. CONTINUE
 AC5142'SOUTH, AND THEN SOUTHEAST 5.7 MI (9.2 KM) TO A SIDE ROAD LEFT, BUSH
 AC5142'ROAD. CONTINUE SOUTHEAST 2.7 MI (4.3 KM) TO AN INTERSECTING N-S ROAD,
 AC5142'BROADACRE ROAD. CONTINUE SOUTHEAST 3.1 MI (5.0 KM) TO A SIDE ROAD
 AC5142'RIGHT, VERTREES ROAD.  CONTINUE SOUTHEAST 0.6 MI (1.0 KM) ON DOYLE
 AC5142'ROAD TO A BRIDGE ACROSS THE HUERFANO RIVER. CONTINUE SOUTHEAST 0.1 MI
 AC5142'(0.2 KM) TO THE TRIPLE JUNCTION OF DOYLE ROAD, EAST HUWRFANO ROAD, AND
 AC5142'RED TOP ROAD.  TURN RIGHT, SOUTHEAST, ON RED TOP ROAD FOR 0.2 MI (0.3
 AC5142'KM) TO A SIDE ROAD RIGHT THAT LEADS TO A LOCKED STEEL GATE. CONTINUE
 AC5142'SOUTHEAST 2.9 MI (4.7 KM) TO A SIDE ROAD RIGHT LEADING TO A LOCKED
 AC5142'STEEL GATE.  CONTINUE SOUTHEAST 0.5 MI (0.8 KM) WHERE RED TOP ROAD
 AC5142'BREAKS MORE EASTERLY.  CONTINUE SOUTHEAST 2.0 MI (3.2 KM) THROUGH
 AC5142'HILLS TO POINT WHERE ROADS STRAIGHTENS TO DUE E-W.  CONTINUE EAST 3.0
 AC5142'MI (4.8 KM) TO A 90 DEGREE BEND TO THE RIGHT, SOUTH. CONTINUE SOUTH ON
 AC5142'RED TOP 2.7 MI (4.3 KM) TO A BEND TO THE SOUTHEAST. CONTINUE SOUTHEAST
 AC5142'2.3 MI (3.7 KM) TO A SIDE ROAD LEFT, RED TOP ROAD EAST (UN-MARKED).
 AC5142'TURN LEFT, NORTHEAST, ON RED TOP ROAD EAST FOR 3.9 MI (6.3 KM) TO THE
 AC5142'MARKER OFF THE NORTHWEST EDGE OF THE ROAD.   THE MARKER IS 1.5 MI (2.4
 AC5142'KM) WEST ON RED TOP ROAD EAST FROM THE INTERSECTION WITH FLYING  A
 AC5142'ROAD. THE MARKER IS A STANDARD NGS BRASS HORIZONTAL CONTROL DISK SET
 AC5142'IN THE TOP OF A CYLNDRICAL MASS OF CONCRETE 1.5 FT (0.5 M) IN DIAMETER
 AC5142'AND 5.0 FT (1.5 M) DEEP AND FINISHED EVEN WITH THE GROUND.  IT IS 8.5
 AC5142'M (27.9 FT) NORTHWEST OF THE CENTER OF RED TOP ROAD EAST, 0.8 M (2.6
 AC5142'FT) WEST OF A CARSONITE WITNESS POST, AND ABOUT 0.3 M (1.0 FT) BELOW
 AC5142'THE SURFACE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0684 ***********************************************************************
 JL0684  DESIGNATION -  LUJAN
 JL0684  PID         -  JL0684
 JL0684  STATE/COUNTY-  CO/SAGUACHE
 JL0684  USGS QUAD   -  WEST BALDY (1962)
 JL0684
 JL0684                         *CURRENT SURVEY CONTROL
 JL0684  ___________________________________________________________________
 JL0684* NAD 83(1992)-  38 15 07.02771(N)    106 35 22.61775(W)     ADJUSTED  
 JL0684* NAVD 88     -      3464.8    (meters)   11367.     (feet)  VERTCON   
 JL0684  ___________________________________________________________________
 JL0684  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 JL0684  GEOID HEIGHT-         -14.75  (meters)                     GEOID03
 JL0684
 JL0684  HORZ ORDER  -  THIRD
 JL0684
 JL0684.The horizontal coordinates were established by classical geodetic methods
 JL0684.and adjusted by the National Geodetic Survey in January 1993..
 JL0684
 JL0684.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0684
 JL0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0684
 JL0684.The geoid height was determined by GEOID03.
 JL0684
 JL0684;                    North         East     Units Scale Factor Converg.
 JL0684;SPC CO S     -   481,301.506   819,031.370   MT  0.99997192   -0 40 06.0
 JL0684;SPC CO S     - 1,579,070.02  2,687,105.42   sFT  0.99997192   -0 40 06.0
 JL0684;UTM  13      - 4,234,964.970   360,910.594   MT  0.99983826   -0 59 03.6
 JL0684
 JL0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0684!SPC CO S     -   0.99945895  x   0.99997192  =   0.99943089
 JL0684!UTM  13      -   0.99945895  x   0.99983826  =   0.99929730
 JL0684
 JL0684:                Primary Azimuth Mark                     Grid Az
 JL0684:SPC CO S     -  LONG BRANCH                              053 01 40.6
 JL0684:UTM  13      -  LONG BRANCH                              053 20 38.2
 JL0684
 JL0684|---------------------------------------------------------------------|
 JL0684| PID    Reference Object                     Distance      Geod. Az  |
 JL0684|                                                           dddmmss.s |
 JL0684| JL0682 LONG BRANCH                         APPROX.12.8 KM 0522134.6 |
 JL0684|---------------------------------------------------------------------|
 JL0684
 JL0684                          SUPERSEDED SURVEY CONTROL
 JL0684
 JL0684  NAD 83(1986)-  38 15 07.02797(N)    106 35 22.62542(W) AD(       ) 3
 JL0684  NAD 27      -  38 15 07.05263(N)    106 35 20.50428(W) AD(       ) 3
 JL0684  NGVD 29 (07/19/86) 3462.9    (m)        11361.     (f) VERT ANG       
 JL0684
 JL0684.Superseded values are not recommended for survey control.
 JL0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0684.See file dsdata.txt to determine how the superseded data were derived.
 JL0684
 JL0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC6091134965(NAD 83)
 JL0684_MARKER: DD = SURVEY DISK
 JL0684_SETTING: 66 = SET IN ROCK OUTCROP
 JL0684_SP_SET: SET IN ROCK OUTCROP
 JL0684_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0684+STABILITY: POSITION/ELEVATION WELL
 JL0684
 JL0684  HISTORY     - Date     Condition        Report By
 JL0684  HISTORY     - 1959     MONUMENTED       USGS
 JL0684
 JL0684                          STATION DESCRIPTION
 JL0684
 JL0684'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 JL0684'STATION LOCATED ABOUT 28 MI. AIRLINE SE. OF GUNNISON, ON A HIGH
 JL0684'TIMBERED TOP, AT A POINT ABOUT 2 MI. W. OF THE CONTINENTAL DIVIDE.
 JL0684'
 JL0684'TO REACH FROM GUNNISON, GO E. ON U.S. HIGHWAY 50 8.1 MI. TO JUNCTION
 JL0684'WITH STATE HIGHWAY 114, THENCE S. ALONG STATE HIGHWAY 114 19.5 MI.
 JL0684'TO A Y-RD. JUNCTION, AT A POINT ABOUT 0.7 MI. BEYOND THE FLYING M.
 JL0684'RANCH.  CONTINUE SE. ALONG FOREST SERVICE ROAD 784 6.8 MI. TO A
 JL0684'TRACK RD. N., TAKE TRACK RD. ABOUT 3 MI. TO A POINT ON THE HIGH
 JL0684'TIMBERED RIDGE WHERE THE RD. HAS BEEN BLOCKED BY CUT TIMBER.  FROM
 JL0684'THIS POINT PACK E. AND SE. ALONG RIDGE AND THE ABANDONED LOGGING RD.
 JL0684'ABOUT 30 MINUTES TO THE END OF THE LOGGED AREA.  CONTINUE SE. THROUGH
 JL0684'THE TIMBER FOR ABOUT 15 MINUTES TO THE S. POINT OF THE TIMBERED TOP
 JL0684'AT AN AREA OF SCATTERED TIMBER AND THE STATION SITE.  SIGHT LINES
 JL0684'WERE CLEARED TO STATION N. AND W. THROUGH TALL AND HEAVY TIMBER.
 JL0684'
 JL0684'STATION MARK--STANDARD ALUMINUM TABLET, CEMENTED IN ROCK OUTCROP
 JL0684'FLUSH WITH GROUND, STAMPED ---LUJAN 1959---.
 JL0684'
 JL0684'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0818 ***********************************************************************
 JL0818  DESIGNATION -  LUJANE
 JL0818  PID         -  JL0818
 JL0818  STATE/COUNTY-  CO/MONTROSE
 JL0818  USGS QUAD   -  CERRO SUMMIT (1982)
 JL0818
 JL0818                         *CURRENT SURVEY CONTROL
 JL0818  ___________________________________________________________________
 JL0818* NAD 83(1992)-  38 27 19.94282(N)    107 44 40.03756(W)     ADJUSTED  
 JL0818* NAVD 88     -      2312.1    (meters)    7586.     (feet)  VERTCON   
 JL0818  ___________________________________________________________________
 JL0818  LAPLACE CORR-          10.85  (seconds)                    DEFLEC99
 JL0818  GEOID HEIGHT-         -15.92  (meters)                     GEOID03
 JL0818
 JL0818  HORZ ORDER  -  SECOND
 JL0818
 JL0818.The horizontal coordinates were established by classical geodetic methods
 JL0818.and adjusted by the National Geodetic Survey in January 1993..
 JL0818
 JL0818.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0818
 JL0818.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0818
 JL0818.The geoid height was determined by GEOID03.
 JL0818
 JL0818;                    North         East     Units Scale Factor Converg.
 JL0818;SPC CO S     -   505,697.384   718,509.569   MT  1.00000413   -1 22 36.1
 JL0818;SPC CO S     - 1,659,108.83  2,357,310.14   sFT  1.00000413   -1 22 36.1
 JL0818;UTM  13      - 4,259,928.529   260,521.394   MT  1.00030632   -1 42 27.4
 JL0818
 JL0818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0818!SPC CO S     -   0.99963984  x   1.00000413  =   0.99964397
 JL0818!UTM  13      -   0.99963984  x   1.00030632  =   0.99994605
 JL0818
 JL0818:                Primary Azimuth Mark                     Grid Az
 JL0818:SPC CO S     -  LUJANE AZ MK                             047 16 58.4
 JL0818:UTM  13      -  LUJANE AZ MK                             047 36 49.7
 JL0818
 JL0818|---------------------------------------------------------------------|
 JL0818| PID    Reference Object                     Distance      Geod. Az  |
 JL0818|                                                           dddmmss.s |
 JL0818| CM7587 LUJANE AZ MK                                       0455422.3 |
 JL0818| CM7588 LUJANE RM 1                          13.725 METERS 21507     |
 JL0818| CM7589 LUJANE RM 2                          13.830 METERS 29321     |
 JL0818|---------------------------------------------------------------------|
 JL0818
 JL0818                          SUPERSEDED SURVEY CONTROL
 JL0818
 JL0818  NAD 83(1986)-  38 27 19.92207(N)    107 44 40.01806(W) AD(       ) 2
 JL0818  NAD 27      -  38 27 19.97200(N)    107 44 37.81000(W) AD(       ) 2
 JL0818  NGVD 29 (07/19/86) 2310.8    (m)         7581.     (f) VERT ANG       
 JL0818
 JL0818.Superseded values are not recommended for survey control.
 JL0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0818.See file dsdata.txt to determine how the superseded data were derived.
 JL0818
 JL0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC6052159929(NAD 83)
 JL0818_MARKER: DS = TRIANGULATION STATION DISK
 JL0818_SETTING: 80 = SET IN A BOULDER
 JL0818_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JL0818
 JL0818  HISTORY     - Date     Condition        Report By
 JL0818  HISTORY     - 1937     MONUMENTED       CGS
 JL0818  HISTORY     - 1951     GOOD             USGS
 JL0818  HISTORY     - 1958     GOOD             CGS
 JL0818
 JL0818                          STATION DESCRIPTION
 JL0818
 JL0818'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 JL0818'THIS STATION IS LOCATED ON A BALD DIRT HILL, AT THE ELEVATION
 JL0818'OF 7600 FEET ABOUT 1 MILE S AND 7 MILES E OF MONTROSE, COLORADO.
 JL0818'IT IS ABOUT 1 MILE W AND 2 MILES S OF LUJANE SIDING ON THE
 JL0818'RAILROAD AND ON U.S. HIGHWAY 150.  LOCATED ON THE HIGHEST
 JL0818'POINT OF THE FIRST RANGE OF HILLS ON THE E SIDE OF UNCOMPAHGRE
 JL0818'VALLEY.  IT IS ABOUT 1 MILE SW OF THE T.H. COX RANCH HOUSE.
 JL0818'
 JL0818'STATION IS A STANDARD DISK SET IN TOP OF A BURIED BOULDER,
 JL0818'FLUSH WITH THE GROUND AT THE HIGHEST POINT ON HILL.
 JL0818'
 JL0818'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN THE TOP OF
 JL0818'A BURIED BOULDER 45.023 FEET SSW OF STATION, AND PROJECTS
 JL0818'4 INCHES ABOVE GROUND AND IS 3 FEET LOWER THAN STATION.
 JL0818'
 JL0818'REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN THE TOP OF
 JL0818'A BURIED BOULDER 45.367 FEET W BY N FROM STATION, FLUSH
 JL0818'WITH THE GROUND AND 2 FEET LOWER THAN STATION.
 JL0818'
 JL0818'AZIMUTH MARK IS ABOUT 0.25 MILES NE OF STATION.  IT IS STANDARD
 JL0818'DISK SET IN THE TOP OF A 6-FOOT BY 6-FOOT SURFACE BOULDER
 JL0818'5 FEET HIGH.  IT IS ON TOP OF A BRUSHY KNOLL ABOUT 75 FEET
 JL0818'LOWER THAN STATION.
 JL0818'
 JL0818'FEET AND METERS ARE MEASURED INDEPENDENTLY.
 JL0818'
 JL0818'TO REACH STATION FROM MONTROSE.  GO E ON MAIN STREET FROM
 JL0818'INTERSECTION OF U.S. HIGHWAYS 550 AND 50, ON PAVED U.S.
 JL0818'HIGHWAY 50, E AND SE FOR 8.9 MILES TO SIX MAIL BOXES ON A
 JL0818'BENCH TO RIGHT S OF HIGHWAY.  THIS POINT IS ABOUT 0.3 MILE
 JL0818'W OF LUJANE SIDING.  TURN RIGHT AT THE MAIL BOXES AND GO
 JL0818'S AND SW ON A GRADED ROAD LEADING UP THE SMALL CANYON, 1.4
 JL0818'MILES TO A FORK.  MAKE U-TURN TO RIGHT AND GO UP SHELF ROAD
 JL0818'FOR 0.6 MILE TO THE T.H. COX RANCH WHICH IS OCCUPIED BY
 JL0818'A TENANT.  TURN RIGHT AT THE S SIDE OF HOUSE AND GO W ON
 JL0818'A FIELD ROAD FOR 0.2 MILE TO END ALFALFA FIELD.  THENCE
 JL0818'MAKE S-TURN RIGHT FOR 200 FEET AND FOLLOW EDGE OF FIELD TO
 JL0818'DITCH AND FENCE.  CROSS DITCH AND PASS THROUGH FENCE, GO
 JL0818'STRAIGHT AHEAD FOR 100 YARDS TO DIM TRAIL LEFT.  CONTINUE
 JL0818'ON TRAIL TO FIRST DRAW AND END OF TRUCK TRAVEL.  PACK UP
 JL0818'RIDGE SOUTHWESTERLY FOR 0.25 MILE TO HIGHEST POINT ON BALD
 JL0818'HILL AND STATION.
 JL0818
 JL0818                          STATION RECOVERY (1951)
 JL0818
 JL0818'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951 (CAH)
 JL0818'FOUND AS DESCRIBED.
 JL0818'
 JL0818'STATION MARK--STANDARD DISK SET IN TOP OF A BURIED BOULDER FLUSH WITH
 JL0818'THE GROUND AT THE HIGHEST POINT ON HILL.
 JL0818
 JL0818                          STATION RECOVERY (1958)
 JL0818
 JL0818'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 JL0818'ALL MARKS WERE FOUND IN GOOD CONDITION.  THE DESCRIPTION
 JL0818'IS ACCURATE AND ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0176 ***********************************************************************
 LL0176  DESIGNATION -  LUPTON BM
 LL0176  PID         -  LL0176
 LL0176  STATE/COUNTY-  CO/WELD
 LL0176  USGS QUAD   -  FORT LUPTON (1994)
 LL0176
 LL0176                         *CURRENT SURVEY CONTROL
 LL0176  ___________________________________________________________________
 LL0176* NAD 83(1986)-  40 04 54.     (N)    104 48 36.     (W)     SCALED    
 LL0176* NAVD 88     -      1498.330  (meters)    4915.77   (feet)  ADJUSTED  
 LL0176  ___________________________________________________________________
 LL0176  GEOID HEIGHT-         -18.05  (meters)                     GEOID03
 LL0176  DYNAMIC HT  -        1496.979 (meters)    4911.34  (feet)  COMP
 LL0176  MODELED GRAV-     979,672.2   (mgal)                       NAVD 88
 LL0176
 LL0176  VERT ORDER  -  FIRST     CLASS II
 LL0176
 LL0176.The horizontal coordinates were scaled from a topographic map and have
 LL0176.an estimated accuracy of +/- 6 seconds.
 LL0176
 LL0176.The orthometric height was determined by differential leveling
 LL0176.and adjusted by the National Geodetic Survey in June 1991..
 LL0176
 LL0176.The geoid height was determined by GEOID03.
 LL0176
 LL0176.The dynamic height is computed by dividing the NAVD 88
 LL0176.geopotential number by the normal gravity value computed on the
 LL0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0176.degrees latitude (g = 980.6199 gals.).
 LL0176
 LL0176.The modeled gravity was interpolated from observed gravity values.
 LL0176
 LL0176;                    North         East    Units  Estimated Accuracy
 LL0176;SPC CO N     -   388,120.      973,250.      MT  (+/- 180 meters Scaled)
 LL0176
 LL0176                          SUPERSEDED SURVEY CONTROL
 LL0176
 LL0176  NGVD 29 (??/??/??) 1497.436  (m)         4912.84   (f) ADJUSTED    1 2
 LL0176
 LL0176.Superseded values are not recommended for survey control.
 LL0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0176.See file dsdata.txt to determine how the superseded data were derived.
 LL0176
 LL0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE161368(NAD 83)
 LL0176_MARKER: DB = BENCH MARK DISK
 LL0176_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LL0176_SP_SET: BUILDING
 LL0176_STAMPING: LUPTON 1939
 LL0176_MARK LOGO: CGS   
 LL0176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0176
 LL0176  HISTORY     - Date     Condition        Report By
 LL0176  HISTORY     - 1939     MONUMENTED       CGS
 LL0176  HISTORY     - 1956     GOOD             NGS
 LL0176  HISTORY     - 1975     GOOD             USGS
 LL0176  HISTORY     - 1983     GOOD             NGS
 LL0176  HISTORY     - 20040809 GOOD             USPSQD
 LL0176  HISTORY     - 20040809 MARK NOT FOUND   USPSQD
 LL0176
 LL0176                          STATION DESCRIPTION
 LL0176
 LL0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0176'AT FORT LUPTON.
 LL0176'AT FORT LUPTON, 0.2 MILE SOUTHWEST OF THE UNION PACIFIC RAILROAD
 LL0176'STATION, 28 FEET WEST OF THE CENTER LINE OF MAIN AVENUE, 7.8 FEET
 LL0176'NORTH OF THE CENTER OF THE EAST ENTRANCE TO THE BREWSTER MOTOR
 LL0176'COMPANY GARAGE, 4.0 FEET ABOVE THE GROUND, SET VERTICALLY IN THE
 LL0176'EAST WALL OF THE BUILDING, IN THE SECTION 5, TOWNSHIP 1 NORTH, RANGE
 LL0176'66 WEST.
 LL0176
 LL0176                          STATION RECOVERY (1975)
 LL0176
 LL0176'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 LL0176'MARK RECOVERED AND IS IN GOOD CONDITION. MARK IS SET VERTICALLY IN
 LL0176'THE EAST END OF A GARAGE BUILDING WHICH IS NOW OCCUPIED BY THE FORD
 LL0176'COMPANY, A BENCH MARK DISK 4 FEET ABOVE GROUND, 8 FEET NORTH OF THE
 LL0176'EAST ENTRANCE TO THE GARAGE AND 28 FEET WEST OF MAIN STREET.
 LL0176
 LL0176                          STATION RECOVERY (1983)
 LL0176
 LL0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0176'RECOVERED IN GOOD CONDITION.
 LL0176
 LL0176                          STATION RECOVERY (2004)
 LL0176
 LL0176'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL0176'EASY TO FIND
 LL0176
 LL0176                          STATION RECOVERY (2004)
 LL0176
 LL0176'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL0176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0695 ***********************************************************************
 LK0695  DESIGNATION -  LUSLEE ET RESET
 LK0695  PID         -  LK0695
 LK0695  STATE/COUNTY-  CO/MORGAN
 LK0695  USGS QUAD   -  ROUND TOP (1984)
 LK0695
 LK0695                         *CURRENT SURVEY CONTROL
 LK0695  ___________________________________________________________________
 LK0695* NAD 83(1992)-  40 10 39.81788(N)    103 42 21.29895(W)     ADJUSTED  
 LK0695* NAVD 88     -      1383.0    (meters)    4537.     (feet)  VERTCON   
 LK0695  ___________________________________________________________________
 LK0695  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 LK0695  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 LK0695
 LK0695  HORZ ORDER  -  THIRD
 LK0695
 LK0695.The horizontal coordinates were established by classical geodetic methods
 LK0695.and adjusted by the National Geodetic Survey in January 1993..
 LK0695
 LK0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0695
 LK0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0695
 LK0695.The geoid height was determined by GEOID03.
 LK0695
 LK0695;                    North         East     Units Scale Factor Converg.
 LK0695;SPC CO N     -   400,099.560 1,067,190.723   MT  0.99995765   +1 09 33.2
 LK0695;SPC CO N     - 1,312,659.97  3,501,274.90   sFT  0.99995765   +1 09 33.2
 LK0695;UTM  13      - 4,448,286.306   610,177.264   MT  0.99974943   +0 50 05.9
 LK0695
 LK0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0695!SPC CO N     -   0.99978617  x   0.99995765  =   0.99974383
 LK0695!UTM  13      -   0.99978617  x   0.99974943  =   0.99953565
 LK0695
 LK0695:                Primary Azimuth Mark                     Grid Az
 LK0695:SPC CO N     -  LUSLEE AZ MK                             144 15 31.6
 LK0695:UTM  13      -  LUSLEE AZ MK                             144 34 58.9
 LK0695
 LK0695|---------------------------------------------------------------------|
 LK0695| PID    Reference Object                     Distance      Geod. Az  |
 LK0695|                                                           dddmmss.s |
 LK0695| CP7681 LUSLEE AZ MK                                       1452504.8 |
 LK0695| CP7682 LUSLEE RM 1                          24.308 METERS 18307     |
 LK0695| CP7683 LUSLEE RM 2                          28.615 METERS 28343     |
 LK0695| LK0699 FORT MORGAN MUNICIPAL SPIPE         APPROX.11.2 KM 3135148.7 |
 LK0695|---------------------------------------------------------------------|
 LK0695
 LK0695                          SUPERSEDED SURVEY CONTROL
 LK0695
 LK0695  NAD 83(1986)-  40 10 39.80899(N)    103 42 21.29960(W) AD(       ) 3
 LK0695  NAD 27      -  40 10 39.87082(N)    103 42 19.49630(W) AD(       ) 3
 LK0695  NGVD 29 (07/19/86) 1382.3    (m)         4535.     (f) VERT ANG       
 LK0695
 LK0695.Superseded values are not recommended for survey control.
 LK0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0695.See file dsdata.txt to determine how the superseded data were derived.
 LK0695
 LK0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE1017748286(NAD 83)
 LK0695_MARKER: DD = SURVEY DISK
 LK0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0695
 LK0695  HISTORY     - Date     Condition        Report By
 LK0695  HISTORY     - 1963     MONUMENTED       USGS
 LK0695  HISTORY     - 1976     GOOD             NGS
 LK0695
 LK0695                          STATION DESCRIPTION
 LK0695
 LK0695'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (IJB)
 LK0695'I. J. BENES REPORTS BOTH THE SURFACE AND UNDERGROUND MARKS FOR NGS
 LK0695'STATION ---LUSLEE 1934--- HAVE BEEN DESTROYED.  ---LUSLEE-ET 1963---
 LK0695'WAS SET IN THE APPROXIMATE LOCATION OF THE ORIGINAL NGS STATION.
 LK0695'
 LK0695'STATION IS ABOUT 7 MI. SW. OF BRUSH, IN SEC. 1, (APPROXIMATE) T 2 N,
 LK0695'R 57 W, ON PASTURE LAND OWNED BY DR. LUSBY AND CLEM LEE OF BRUSH.  IT
 LK0695'IS ON THE HIGHEST POINT OF A GROUP OF ROLLING SANDY HILLS.
 LK0695'
 LK0695'TO REACH FROM INTERSECTION OF MAIN STREET AND U.S. HIGHWAY 6 IN FORT
 LK0695'MORGAN, GO E. 5.0 MI. ON HIGHWAY 6, TURN RIGHT OFF HIGHWAY AND GO S.
 LK0695'3.7 MI. TO A CATTLEGUARD, CONTINUE S. 1.5 MI., TURN RIGHT OFF THE
 LK0695'TRAIL AND DRIVE W. ACROSS COUNTRY 0.6 MI. TO THE STATION.
 LK0695'
 LK0695'STATION MARK--STANDARD USGS TABLET, STAMPED ---LUSLEE-ET 1963---,
 LK0695'SET IN CONCRETE MONUMENT.
 LK0695'
 LK0695'REFERENCE MARK NO. 1--STANDARD USC AND GS REFERENCE DISK, SET IN
 LK0695'CONCRETE POST, 79.78 FT. FROM STATION, N 03 DEG 06 MIN E.
 LK0695'
 LK0695'REFERENCE MARK NO. 2--STANDARD USC AND GS REFERENCE DISK, SET IN
 LK0695'CONCRETE POST, 93.90 FT. FROM STATION, S 76 DEG 17 MIN E.
 LK0695'
 LK0695'AZIMUTH MARK--STANDARD USC AND GS AZIMUTH DISK, SET IN CONCRETE,
 LK0695'APPROXIMATELY 0.4 MI., N 34 DEG 35 MIN W.
 LK0695
 LK0695                          STATION RECOVERY (1976)
 LK0695
 LK0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LK0695'STATION MARK IS A U.S. GEOLOGICAL SURVEY STATION MARK DISK.
 LK0695'REFERENCE MARKS 1, 2 AND THE AZIMUTH MARK ARE GEODETIC DISKS AND ALL
 LK0695'MARKS ARE IN GOOD CONDITION.
 LK0695'
 LK0695'THE STATION MARK WAS FOUND DESTROYED IN 1963.  THE U.S. GEOLOGICAL
 LK0695'SURVEY REESTABLISHED THE MARK FROM THE DISTANCE AND DIRECTION OF THE
 LK0695'REFERENCE MARKS AND AZIMUTH MARK.  DISTANCE AND DIRECTIONS TO THE
 LK0695'MARKS CHECKED THE 1963 DATA FAIRLY WELL BUT DID NOT CHECK THE 1934
 LK0695'DATA VERY CLOSE.
 LK0695'
 LK0695'STATION IS REACHED FROM MAIN STREET-PLATTE AVENUE INTERSECTION IN
 LK0695'FORT MORGAN.  GO EAST ON PLATTE AVENUE AND U.S. HIGHWAY 34 FOR 5.5
 LK0695'MILES TO COUNTY ROAD 24.  TURN RIGHT AND GO SOUTHERLY ON COUNTY
 LK0695'ROAD 24, CROSSING A RAILROAD TRACK FOR 2.0 MILES TO COUNTY ROAD Q
 LK0695'AND END OF SURFACED ROAD.  CONTINUE SOUTHERLY ON A GRADED ROAD FOR
 LK0695'0.55 MILE TO THE END OF THE GRADED ROAD, A METAL GATE AND
 LK0695'RADIO MAST ON LEFT.  CONTINUE SOUTHERLY ON A WELL TRAVELED TRACK
 LK0695'ROAD FOR 0.9 MILE TO A POINT WHERE ROAD TURNS LEFT AND A WIRE
 LK0695'GATE IN AN EAST-WEST FENCE LINE.  PASS THROUGH THE WIRE
 LK0695'GATE AND CONTINUE SOUTHERLY ON TRACK ROAD FOR 1.05 MILES TO A
 LK0695'FENCECORNER ON RIGHT AND ROAD FORK.  KEEP LEFT AND CONTINUE
 LK0695'SOUTHERLY ON WELL TRAVELED TRACK ROAD FOR 0.75 MILE TO A
 LK0695'POWERLINE.  TURN RIGHT, LEAVING ROAD AND GO WESTERLY ACROSS
 LK0695'COUNTRY ALONG THE NORTH SIDE OF THE POWERLINE FOR 0.35 MILE TO A
 LK0695'DOUBLE POLE IN POWERLINE.  TURN RIGHT AND GO NORTH-NORTHWEST
 LK0695'FOR 0.2 MILE TO STATION, AS DESCRIBED.
 LK0695'
 LK0695'AZIMUTH MARK IS REACHED FROM THE DOUBLE POLES MENTIONED ABOVE.  GO
 LK0695'SOUTH-SOUTHEAST FOR 0.25 MILE TO TOP OF A PROMINENT KNOLL AND MARK.
 LK0695'
 LK0695'LAND ON WHICH STATION IS ESTABLISHED IS NOW OWNED BY A MR. MILLARD
 LK0695'HUEY OF 615 BIJOU AVENUE, FORT MORGAN, COLORADO-PHONE NO.
 LK0695'303-867-5213.  KEY FOR LOCK ON THE WIRE GATE CAN BE OBTAINED FROM
 LK0695'MR. HUEY.
 LK0695'
 LK0695'STATION MARK IS A STANDARD U.S. GEOLOGICAL SURVEY STATION MARK DISK,
 LK0695'STAMPED LUSLEE ET 1963, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 LK0695'PROJECTING ABOUT 6 INCHES.  MARK IS 2.8 FEET SOUTH OF A METAL
 LK0695'WITNESS POST.
 LK0695'
 LK0695'REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK, STAMPED LUSLEE
 LK0695'NO 1 1934, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 LK0695'ABOUT 4 INCHES.
 LK0695'
 LK0695'REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK, STAMPED LUSLEE
 LK0695'NO 2 1934, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 LK0695'ABOUT 3 INCHES.
 LK0695'
 LK0695'AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK, STAMPED LUSLEE
 LK0695'AZIMUTH 1934, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 LK0695'PROJECTING ABOUT 2 INCHES.  MARK IS 2.5 FEET SOUTHWEST OF A METAL
 LK0695'WITNESS POST.
 LK0695'
 LK0695'NOTE--A 4-WHEEL DRIVE VEHICLE WILL BE REQUIRED TO DRIVE TO THE
 LK0695'STATION AND AZIMUTH MARKS.
 LK0695'
 LK0695'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6-1/2 MILES
 LK0695'SE OF FORT MORGAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0826 ***********************************************************************
 JJ0826  DESIGNATION -  LWLKG 2
 JJ0826  PID         -  JJ0826
 JJ0826  STATE/COUNTY-  CO/PROWERS
 JJ0826  USGS QUAD   -  LAMAR EAST (1979)
 JJ0826
 JJ0826                         *CURRENT SURVEY CONTROL
 JJ0826  ___________________________________________________________________
 JJ0826* NAD 83(1992)-  38 00 45.56739(N)    102 37 18.27436(W)     ADJUSTED  
 JJ0826* NAVD 88     -      1157.     (meters)    3796.     (feet)  VERTCON   
 JJ0826  ___________________________________________________________________
 JJ0826  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 JJ0826  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 JJ0826
 JJ0826  HORZ ORDER  -  THIRD
 JJ0826
 JJ0826.The horizontal coordinates were established by classical geodetic methods
 JJ0826.and adjusted by the National Geodetic Survey in January 1993..
 JJ0826
 JJ0826.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0826
 JJ0826.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0826
 JJ0826.The geoid height was determined by GEOID03.
 JJ0826
 JJ0826;                    North         East     Units Scale Factor Converg.
 JJ0826;SPC CO S     -   458,078.552 1,167,110.205   MT  0.99995023   +1 45 55.7
 JJ0826;SPC CO S     - 1,502,879.38  3,829,094.06   sFT  0.99995023   +1 45 55.7
 JJ0826;UTM  13      - 4,209,888.773   708,783.348   MT  1.00013690   +1 27 54.5
 JJ0826
 JJ0826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0826!SPC CO S     -   0.99982220  x   0.99995023  =   0.99977243
 JJ0826!UTM  13      -   0.99982220  x   1.00013690  =   0.99995907
 JJ0826
 JJ0826:                Primary Azimuth Mark                     Grid Az
 JJ0826:SPC CO S     -  LAMAR RADIO STA KLMR RADIO MST           358 47 47.8
 JJ0826:UTM  13      -  LAMAR RADIO STA KLMR RADIO MST           359 05 49.0
 JJ0826
 JJ0826|---------------------------------------------------------------------|
 JJ0826| PID    Reference Object                     Distance      Geod. Az  |
 JJ0826|                                                           dddmmss.s |
 JJ0826| JJ0824 LAMAR RADIO STA KLMR RADIO MST      APPROX.11.3 KM 0003343.5 |
 JJ0826| JJ0829 LAMAR                               APPROX. 4.6 KM 2981708.5 |
 JJ0826|---------------------------------------------------------------------|
 JJ0826
 JJ0826                          SUPERSEDED SURVEY CONTROL
 JJ0826
 JJ0826  NAD 83(1986)-  38 00 45.56311(N)    102 37 18.26645(W) AD(       ) 3
 JJ0826  NAD 27      -  38 00 45.52567(N)    102 37 16.55819(W) AD(       ) 3
 JJ0826  NGVD 29 (07/19/86) 1156.     (m)         3793.     (f) VERT ANG       
 JJ0826
 JJ0826.Superseded values are not recommended for survey control.
 JJ0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0826.See file dsdata.txt to determine how the superseded data were derived.
 JJ0826
 JJ0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC0878309889(NAD 83)
 JJ0826
 JJ0826  HISTORY     - Date     Condition        Report By
 JJ0826  HISTORY     - UNK      MONUMENTED
 JJ0826  HISTORY     - 1967     MARK NOT FOUND   USGS
 JJ0826
 JJ0826                          STATION DESCRIPTION
 JJ0826
 JJ0826'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JJ0826'STATION IS LOCATED ABOUT 5 MI. S. AND 0.25 MI. W. OF LAMAR NEAR N.
 JJ0826'1/4 CORNER IN N. 1/2 OF SEC. 31, T 23 S, R 46 W.
 JJ0826'
 JJ0826'TO REACH STATION FROM THE COURTHOUSE IN LAMAR, PROCEED S. ON U.S.
 JJ0826'HIGHWAY 287 FOR 5.4 MI. TO CROSS-INTERSECTION WITH GRAVEL RD.,
 JJ0826'THENCE W. ON GRAVEL RD. FOR 0.4 MI. TO STATION.  STATION LIES ON
 JJ0826'S. SIDE OF RD. 62 FT. S. OF T-FENCE.
 JJ0826'
 JJ0826'STATION NOT FOUND.
 JJ0826'
 JJ0826'STATION MARK--STANDARD TABLET SET IN TOP OF 6 X 6 IN. CONCRETE POST
 JJ0826'PROJECTING 2 IN. ABOVE SURFACE, STAMPED ---LWLKG-2 1950 VA 3796---.
 JJ0826'
 JJ0826'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0858 ***********************************************************************
 JJ0858  DESIGNATION -  LWMM 1
 JJ0858  PID         -  JJ0858
 JJ0858  STATE/COUNTY-  CO/BENT
 JJ0858  USGS QUAD   -  LUBERS (1955)
 JJ0858
 JJ0858                         *CURRENT SURVEY CONTROL
 JJ0858  ___________________________________________________________________
 JJ0858* NAD 83(1992)-  38 14 31.58923(N)    102 53 25.99616(W)     ADJUSTED  
 JJ0858* NAVD 88     -      1284.     (meters)    4213.     (feet)  VERTCON   
 JJ0858  ___________________________________________________________________
 JJ0858  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 JJ0858  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 JJ0858
 JJ0858  HORZ ORDER  -  THIRD
 JJ0858
 JJ0858.The horizontal coordinates were established by classical geodetic methods
 JJ0858.and adjusted by the National Geodetic Survey in January 1993..
 JJ0858
 JJ0858.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0858
 JJ0858.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0858
 JJ0858.The geoid height was determined by GEOID03.
 JJ0858
 JJ0858;                    North         East     Units Scale Factor Converg.
 JJ0858;SPC CO S     -   482,843.043 1,142,803.888   MT  0.99997069   +1 36 02.1
 JJ0858;SPC CO S     - 1,584,127.55  3,749,349.09   sFT  0.99997069   +1 36 02.1
 JJ0858;UTM  13      - 4,234,781.973   684,602.988   MT  1.00001971   +1 18 21.9
 JJ0858
 JJ0858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0858!SPC CO S     -   0.99980220  x   0.99997069  =   0.99977290
 JJ0858!UTM  13      -   0.99980220  x   1.00001971  =   0.99982191
 JJ0858
 JJ0858:                Primary Azimuth Mark                     Grid Az
 JJ0858:SPC CO S     -  MC CLAVE COL MILLING CO ELEV             162 14 56.9
 JJ0858:UTM  13      -  MC CLAVE COL MILLING CO ELEV             162 32 37.1
 JJ0858
 JJ0858|---------------------------------------------------------------------|
 JJ0858| PID    Reference Object                     Distance      Geod. Az  |
 JJ0858|                                                           dddmmss.s |
 JJ0858| JJ0837 MC CLAVE COL MILLING CO ELEV        APPROX.12.3 KM 1635059.0 |
 JJ0858| JJ0856 LIMESTONE                           APPROX. 4.1 KM 2562359.7 |
 JJ0858|---------------------------------------------------------------------|
 JJ0858
 JJ0858                          SUPERSEDED SURVEY CONTROL
 JJ0858
 JJ0858  NAD 83(1986)-  38 14 31.58322(N)    102 53 25.99085(W) AD(       ) 3
 JJ0858  NAD 27      -  38 14 31.55922(N)    102 53 24.26580(W) AD(       ) 3
 JJ0858  NGVD 29 (07/19/86) 1283.     (m)         4209.     (f) VERT ANG       
 JJ0858
 JJ0858.Superseded values are not recommended for survey control.
 JJ0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0858.See file dsdata.txt to determine how the superseded data were derived.
 JJ0858
 JJ0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC8460334782(NAD 83)
 JJ0858
 JJ0858  HISTORY     - Date     Condition        Report By
 JJ0858  HISTORY     - 1950     MONUMENTED       USGS
 JJ0858  HISTORY     - 1968     GOOD             USGS
 JJ0858
 JJ0858                          STATION DESCRIPTION
 JJ0858
 JJ0858'DESCRIBED BY US GEOLOGICAL SURVEY 1968
 JJ0858'STATION IS LOCATED ABOUT 6.5 MI. N. AND 2.0 MI. W. OF MCCLAVE, IN THE
 JJ0858'EXTREME W. CENTER OF SEC. 11, T 21 S, R 49 W.
 JJ0858'
 JJ0858'TO REACH FROM MCCLAVE, PROCEED N. ON COUNTY RD. FOR 6.5 MI. TO A CROSS
 JJ0858'FENCE AND A TRACK RD. W., THENCE W. ALONG TRACK RD. FOR 0.9 MI. TO A
 JJ0858'POINT WHERE THE MAIN TRAIL TURNS NW. LEAVING THE FENCE LINE, CONTINUE
 JJ0858'NW. AND W. ALONG THE MAIN TRAVELED TRAIL FOR 2.8 MI. TO AN UNDERGROUND
 JJ0858'CABLE CROSSING THE RD., THENCE LEFT (SE.) FOR 0.2 MI. ALONG THE
 JJ0858'UNDERGROUND CABLE TO POLE NO. 133.  STATION IS FLUSH WITH THE SURFACE
 JJ0858'OF THE GROUND 900 FT. SW. OF THIS POLE AT A DIM TRAIL CROSSING.
 JJ0858'
 JJ0858'STATION MARK--STANDARD TABLET IN TOP OF 6 X 6 IN. CONCRETE POST LEVEL
 JJ0858'WITH SURFACE, STAMPED ---LWMM-1 1950---.
 JJ0858'
 JJ0858'REFERENCE MARKS--NONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5958 ***********************************************************************
 AI5958  SACS        -  This is a Secondary Airport Control Station.
 AI5958  DESIGNATION -  LXV A
 AI5958  PID         -  AI5958
 AI5958  STATE/COUNTY-  CO/LAKE
 AI5958  USGS QUAD   -  LEADVILLE SOUTH (1994)
 AI5958
 AI5958                         *CURRENT SURVEY CONTROL
 AI5958  ___________________________________________________________________
 AI5958* NAD 83(1992)-  39 13 38.99578(N)    106 19 00.51114(W)     ADJUSTED  
 AI5958* NAVD 88     -      3029.29   (meters)    9938.6    (feet)  GPS OBS   
 AI5958  ___________________________________________________________________
 AI5958  X           -  -1,390,618.231 (meters)                     COMP
 AI5958  Y           -  -4,750,369.782 (meters)                     COMP
 AI5958  Z           -   4,013,820.750 (meters)                     COMP
 AI5958  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 AI5958  ELLIP HEIGHT-        3016.18  (meters)          (10/21/02) GPS OBS
 AI5958  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 AI5958
 AI5958  HORZ ORDER  -  FIRST
 AI5958  ELLP ORDER  -  FIFTH     CLASS I
 AI5958
 AI5958.This mark is at Lake County Airport  (LXV)
 AI5958
 AI5958.The horizontal coordinates were established by GPS observations
 AI5958.and adjusted by the National Geodetic Survey in June 2000..
 AI5958
 AI5958.The orthometric height was determined by GPS observations and a
 AI5958.high-resolution geoid model.
 AI5958
 AI5958.GPS derived orthometric heights for airport stations designated as
 AI5958.PACS or SACS are published to 2 decimal places.  This maintains
 AI5958.centimeter relative accuracy between the PACS and SACS.  It does
 AI5958.not indicate centimeter accuracy relative to other marks which are
 AI5958.part of the NAVD 88 network.
 AI5958
 AI5958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5958
 AI5958.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5958
 AI5958.The ellipsoidal height was determined by GPS observations
 AI5958.and is referenced to NAD 83.
 AI5958
 AI5958.The geoid height was determined by GEOID03.
 AI5958
 AI5958;                    North         East     Units Scale Factor Converg.
 AI5958;SPC CO C     -   459,880.637   843,877.077   MT  0.99993834   -0 30 54.5
 AI5958;SPC CO C     - 1,508,791.72  2,768,620.04   sFT  0.99993834   -0 30 54.5
 AI5958;UTM  13      - 4,342,848.934   386,339.247   MT  0.99975907   -0 49 58.2
 AI5958
 AI5958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5958!SPC CO C     -   0.99952701  x   0.99993834  =   0.99946538
 AI5958!UTM  13      -   0.99952701  x   0.99975907  =   0.99928619
 AI5958
 AI5958:                Primary Azimuth Mark                     Grid Az
 AI5958:SPC CO C     -  LXV B                                    188 48 14.5
 AI5958:UTM  13      -  LXV B                                    189 07 18.2
 AI5958
 AI5958|---------------------------------------------------------------------|
 AI5958| PID    Reference Object                     Distance      Geod. Az  |
 AI5958|                                                           dddmmss.s |
 AI5958| AI5957 LXV B                               APPROX. 0.5 KM 1881720.0 |
 AI5958|---------------------------------------------------------------------|
 AI5958
 AI5958                          SUPERSEDED SURVEY CONTROL
 AI5958
 AI5958  ELLIP H (06/30/00) 3016.18   (m)                       GP(       ) 1 1
 AI5958
 AI5958.Superseded values are not recommended for survey control.
 AI5958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5958.See file dsdata.txt to determine how the superseded data were derived.
 AI5958
 AI5958_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD8633942849(NAD 83)
 AI5958_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5958_STAMPING: LXV A 1999
 AI5958_MARK LOGO: NGS   
 AI5958_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5958+STABILITY: SURFACE MOTION
 AI5958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5958+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5958
 AI5958  HISTORY     - Date     Condition        Report By
 AI5958  HISTORY     - 1999     MONUMENTED       NGS
 AI5958
 AI5958                          STATION DESCRIPTION
 AI5958
 AI5958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5958'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTHWEST OF LEADVILLE, 2
 AI5958'MI (3.2 KM) SOUTHEAST OF MALTA AND 1 MI (1.6 KM) SOUTH OF STRINGTOWN,
 AI5958'IN THE NORTHEAST 1/4 OF SECTION 34, T 9 S, R 80 W.  ACCESS TO THE
 AI5958'AIRPORT IS NOT CONTROLLED.  PERMISSION TO USE THIS STATION MUST BE
 AI5958'OBTAINED FROM THE AIRPORT MANAGER--MR.  KENT HAGER, LAKE COUNTY
 AI5958'AIRPORT, P.O.  BOX 964, LEADVILLE, CO 80461.  TELEPHONE--719-486-3338
 AI5958'OWNERSHIP--LAKE COUNTY AIRPORT
 AI5958'TO REACH THE STATION FROM U.S.  HIGHWAY 24 (HARRISON AVENUE) AND 6TH
 AI5958'STREET IN LEADVILLE, GO SOUTHEAST THEN SOUTHWEST ON U.  S.  HIGHWAY 24
 AI5958'FOR 2.2 MI (3.5 KM) TO A SIDE ROAD LEFT.  TURN LEFT, SOUTHEAST, FOR
 AI5958'1.0 MI (1.6 KM) TO THE TERMINAL PARKING AREA.  CONTACT THE AIRPORT
 AI5958'MANAGER OR TERMINAL OPERATIONS BEFORE GOING ON TO THE FLIGHT
 AI5958'OPERATIONS AREA.  FROM THE TERMINAL RAMP, GO SOUTHWEST 0.05 MI (0.08
 AI5958'KM) TO RAMP C.  CONTINUE ON RAMP C, SOUTHWEST, FOR 0.05 MI (0.08 KM)
 AI5958'TO RUNWAY 16/34.  TURN RIGHT, NORTH, FOR 0.35 MI (0.56 KM) TO RAMP E.
 AI5958'TURN RIGHT, EAST, FOR 0.5 MI (0.8 KM) TO THE STATION ON TOP OF A CUT
 AI5958'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 AI5958'POST FLUSH WITH THE GROUND.  IT IS ON THE TOP OF A CUTBANK AND IN LINE
 AI5958'WITH THE CENTER LINE OF RAMP E, 78.7 M (258.2 FT) SOUTHWEST FROM THE
 AI5958'CENTER OF A WEATHER MAST, 56.2 M (184.4 FT) EAST-NORTHEAST FROM THE
 AI5958'STOP BAR AT RAMP E, 20.2 M (66.3 FT) EAST-NORTHEAST FROM THE EAST EDGE
 AI5958'OF TAXIWAY A, 3.3 M (10.8 FT) EAST-NORTHEAST FROM THE EDGE OF THE
 AI5958'CUTBANK, 2.3 M (7.5 FT) EAST FROM A WITNESS POST AND ABOUT 2 M (6.6
 AI5958'FT) ABOVE THE TAXIWAY.  THIS STATION IS DESIGNATED AS A SECONDARY
 AI5958'AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5957 ***********************************************************************
 AI5957  PACS        -  This is a Primary Airport Control Station.
 AI5957  DESIGNATION -  LXV B
 AI5957  PID         -  AI5957
 AI5957  STATE/COUNTY-  CO/LAKE
 AI5957  USGS QUAD   -  LEADVILLE SOUTH (1994)
 AI5957
 AI5957                         *CURRENT SURVEY CONTROL
 AI5957  ___________________________________________________________________
 AI5957* NAD 83(1992)-  39 13 22.36267(N)    106 19 03.62651(W)     ADJUSTED  
 AI5957* NAVD 88     -      3025.92   (meters)    9927.5    (feet)  GPS OBS   
 AI5957  ___________________________________________________________________
 AI5957  X           -  -1,390,780.421 (meters)                     COMP
 AI5957  Y           -  -4,750,657.711 (meters)                     COMP
 AI5957  Z           -   4,013,421.056 (meters)                     COMP
 AI5957  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 AI5957  ELLIP HEIGHT-        3012.79  (meters)          (10/21/02) GPS OBS
 AI5957  GEOID HEIGHT-         -13.14  (meters)                     GEOID03
 AI5957
 AI5957  HORZ ORDER  -  B
 AI5957  ELLP ORDER  -  FIFTH     CLASS I
 AI5957
 AI5957.This mark is at Lake County Airport  (LXV)
 AI5957
 AI5957.The horizontal coordinates were established by GPS observations
 AI5957.and adjusted by the National Geodetic Survey in June 2000..
 AI5957
 AI5957.The orthometric height was determined by GPS observations and a
 AI5957.high-resolution geoid model.
 AI5957
 AI5957.GPS derived orthometric heights for airport stations designated as
 AI5957.PACS or SACS are published to 2 decimal places.  This maintains
 AI5957.centimeter relative accuracy between the PACS and SACS.  It does
 AI5957.not indicate centimeter accuracy relative to other marks which are
 AI5957.part of the NAVD 88 network.
 AI5957
 AI5957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5957
 AI5957.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5957
 AI5957.The ellipsoidal height was determined by GPS observations
 AI5957.and is referenced to NAD 83.
 AI5957
 AI5957.The geoid height was determined by GEOID03.
 AI5957
 AI5957;                    North         East     Units Scale Factor Converg.
 AI5957;SPC CO C     -   459,368.416   843,797.744   MT  0.99993816   -0 30 56.5
 AI5957;SPC CO C     - 1,507,111.21  2,768,359.77   sFT  0.99993816   -0 30 56.5
 AI5957;UTM  13      - 4,342,337.252   386,257.090   MT  0.99975930   -0 49 59.9
 AI5957
 AI5957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5957!SPC CO C     -   0.99952754  x   0.99993816  =   0.99946573
 AI5957!UTM  13      -   0.99952754  x   0.99975930  =   0.99928695
 AI5957
 AI5957:                Primary Azimuth Mark                     Grid Az
 AI5957:SPC CO C     -  LXV A                                    008 48 14.5
 AI5957:UTM  13      -  LXV A                                    009 07 17.9
 AI5957
 AI5957|---------------------------------------------------------------------|
 AI5957| PID    Reference Object                     Distance      Geod. Az  |
 AI5957|                                                           dddmmss.s |
 AI5957| AI5958 LXV A                               APPROX. 0.5 KM 0081718.0 |
 AI5957|---------------------------------------------------------------------|
 AI5957
 AI5957                          SUPERSEDED SURVEY CONTROL
 AI5957
 AI5957  ELLIP H (06/30/00) 3012.80   (m)                       GP(       ) 1 1
 AI5957
 AI5957.Superseded values are not recommended for survey control.
 AI5957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5957.See file dsdata.txt to determine how the superseded data were derived.
 AI5957
 AI5957_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD8625742337(NAD 83)
 AI5957_MARKER: I = METAL ROD
 AI5957_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AI5957+WITH SETTING: INFORMATION.
 AI5957_STAMPING: LXV B 1999
 AI5957_MARK LOGO: NGS   
 AI5957_PROJECTION: FLUSH
 AI5957_MAGNETIC: I = MARKER IS A STEEL ROD
 AI5957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5957+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5957_ROD/PIPE-DEPTH: 2.3  meters
 AI5957_SLEEVE-DEPTH  : 0.9 meters
 AI5957
 AI5957  HISTORY     - Date     Condition        Report By
 AI5957  HISTORY     - 1999     MONUMENTED       NGS
 AI5957
 AI5957                          STATION DESCRIPTION
 AI5957
 AI5957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5957'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTHWEST OF LEADVILLE, 2
 AI5957'MI (3.2 KM) SOUTHEAST OF MALTA AND 1 MI (1.6 KM) SOUTH OF STRINGTOWN,
 AI5957'IN THE SOUTHEAST 1/4 OF SECTION 34, T 9 S, R 80 W.  ACCESS TO THE
 AI5957'AIRPORT IS NOT CONTROLLED.  PERMISSION TO USE THIS STATION MUST BE
 AI5957'OBTAINED FROM THE AIRPORT MANAGER, MR.  KENT HAGER, P.O.  BOX 964,
 AI5957'LEADVILLE, CO 80461.  TELEPHONE--719-486-3338.  OWNERSHIP--LAKE COUNTY
 AI5957'AIRPORT
 AI5957'TO REACH THE STATION FROM U.S.  HIGHWAY 24 (HARRISON AVENUE) AND 6TH
 AI5957'STREET IN LEADVILLE, GO SOUTHEAST THEN SOUTHWEST ON U.  S.  HIGHWAY 24
 AI5957'FOR 2.2 MI (3.5 KM) TO A SIDE ROAD LEFT.  TURN LEFT, SOUTHEAST, FOR
 AI5957'1.0 MI (1.6 KM) TO THE TERMINAL PARKING AREA.  CONTACT THE AIRPORT
 AI5957'MANAGER OR TERMINAL OPERATIONS BEFORE GOING ON TO THE FLIGHT
 AI5957'OPERATIONS AREA.  FROM THE TERMINAL RAMP, GO SOUTHWEST 0.05 MI (0.08
 AI5957'KM) TO RAMP C.  CONTINUE ON RAMP C, SOUTHWEST, FOR 0.05 MI (0.08 KM)
 AI5957'TO RUNWAY 16/34.  TURN RIGHT, NORTH, FOR 0.05 MI (0.08 KM) TO THE
 AI5957'STATION ON THE LEFT, NEAR THE MAIN WINDSOCK
 AI5957'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 2.3 M (7.5 FT) LONG
 AI5957'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 0.9 M (3.0 FT)
 AI5957'LONG GREASED PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID,
 AI5957'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 43.0 M
 AI5957'(141.1 FT) SOUTHWEST FROM THE CENTER LINE OF THE RUNWAY, 40.1 M (131.6
 AI5957'FT) NORTHEAST FROM THE CENTER OF THE WINDSOCK, 31.5 M (103.3 FT)
 AI5957'SOUTHWEST FROM THE EDGE OF THE ASHPALT PAVING FOR THE RUNWAY, 2.9 M
 AI5957'(9.5 FT) EAST-NORTHEAST FROM A WITNESS POST AND ABOUT 1 M (3.3 FT)
 AI5957'BELOW THE RUNWAY.  THIS STATION IS DESIGNATED AS A PRIMARY AIRPORT
 AI5957'CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5959 ***********************************************************************
 AI5959  SACS        -  This is a Secondary Airport Control Station.
 AI5959  DESIGNATION -  LXV C
 AI5959  PID         -  AI5959
 AI5959  STATE/COUNTY-  CO/LAKE
 AI5959  USGS QUAD   -  LEADVILLE SOUTH (1994)
 AI5959
 AI5959                         *CURRENT SURVEY CONTROL
 AI5959  ___________________________________________________________________
 AI5959* NAD 83(1992)-  39 12 43.05572(N)    106 18 48.35892(W)     ADJUSTED  
 AI5959* NAVD 88     -      3026.86   (meters)    9930.6    (feet)  GPS OBS   
 AI5959  ___________________________________________________________________
 AI5959  X           -  -1,390,644.361 (meters)                     COMP
 AI5959  Y           -  -4,751,497.244 (meters)                     COMP
 AI5959  Z           -   4,012,482.061 (meters)                     COMP
 AI5959  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 AI5959  ELLIP HEIGHT-        3013.72  (meters)          (10/21/02) GPS OBS
 AI5959  GEOID HEIGHT-         -13.17  (meters)                     GEOID03
 AI5959
 AI5959  HORZ ORDER  -  FIRST
 AI5959  ELLP ORDER  -  FIFTH     CLASS I
 AI5959
 AI5959.This mark is at Lake County Airport  (LXV)
 AI5959
 AI5959.The horizontal coordinates were established by GPS observations
 AI5959.and adjusted by the National Geodetic Survey in June 2000..
 AI5959
 AI5959.The orthometric height was determined by GPS observations and a
 AI5959.high-resolution geoid model.
 AI5959
 AI5959.GPS derived orthometric heights for airport stations designated as
 AI5959.PACS or SACS are published to 2 decimal places.  This maintains
 AI5959.centimeter relative accuracy between the PACS and SACS.  It does
 AI5959.not indicate centimeter accuracy relative to other marks which are
 AI5959.part of the NAVD 88 network.
 AI5959
 AI5959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5959
 AI5959.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5959
 AI5959.The ellipsoidal height was determined by GPS observations
 AI5959.and is referenced to NAD 83.
 AI5959
 AI5959.The geoid height was determined by GEOID03.
 AI5959
 AI5959;                    North         East     Units Scale Factor Converg.
 AI5959;SPC CO C     -   458,153.073   844,153.081   MT  0.99993778   -0 30 46.9
 AI5959;SPC CO C     - 1,503,123.87  2,769,525.57   sFT  0.99993778   -0 30 46.9
 AI5959;UTM  13      - 4,341,120.178   386,605.624   MT  0.99975832   -0 49 49.5
 AI5959
 AI5959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5959!SPC CO C     -   0.99952739  x   0.99993778  =   0.99946520
 AI5959!UTM  13      -   0.99952739  x   0.99975832  =   0.99928583
 AI5959
 AI5959                          SUPERSEDED SURVEY CONTROL
 AI5959
 AI5959  ELLIP H (06/30/00) 3013.72   (m)                       GP(       ) 1 1
 AI5959
 AI5959.Superseded values are not recommended for survey control.
 AI5959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5959.See file dsdata.txt to determine how the superseded data were derived.
 AI5959
 AI5959_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD8660641120(NAD 83)
 AI5959_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5959_STAMPING: LXV C 1999
 AI5959_MARK LOGO: NGS   
 AI5959_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5959+STABILITY: SURFACE MOTION
 AI5959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5959+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5959
 AI5959  HISTORY     - Date     Condition        Report By
 AI5959  HISTORY     - 1999     MONUMENTED       NGS
 AI5959
 AI5959                          STATION DESCRIPTION
 AI5959
 AI5959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5959'THE STATION IS LOCATED ABOUT 2.5 MI (4.0 KM) SOUTHWEST OF LEADVILLE, 2
 AI5959'MI (3.2 KM) SOUTHEAST OF MALTA AND 1 MI (1.6 KM) SOUTH OF STRINGTOWN,
 AI5959'IN THE NORTHEAST 1/4 OF SECTION 3, T 10 S, R 80 W.  ACCESS TO THE
 AI5959'AIRPORT IS NOT CONTROLLED.  PERMISSION TO USE THIS STATION MUST BE
 AI5959'OBTAINED FROM THE AIRPORT MANAGER--MR.  KENT HAGER, LAKE COUNTY
 AI5959'AIRPORT, P.O.  BOX 964, LEADVILLE, CO 80461.  TELEPHONE--719-486-3338
 AI5959'OWNERSHIP--LAKE COUNTY AIRPORT
 AI5959'TO REACH THE STATION FROM U.S.  HIGHWAY 24 (HARRISON AVENUE) AND 6TH
 AI5959'STREET IN LEADVILLE, GO SOUTHEAST THEN SOUTHWEST ON U.  S.  HIGHWAY 24
 AI5959'FOR 2.2 MI (3.5 KM) TO A SIDE ROAD LEFT.  TURN LEFT, SOUTHEAST, FOR
 AI5959'1.0 MI (1.6 KM) TO THE TERMINAL PARKING AREA.  CONTACT THE AIRPORT
 AI5959'MANAGER OR TERMINAL OPERATIONS BEFORE GOING ON TO THE FLIGHT
 AI5959'OPERATIONS AREA.  FROM THE TERMINAL RAMP, GO SOUTHWEST 0.05 MI (0.08
 AI5959'KM) TO RAMP C.  CONTINUE ON RAMP C, SOUTHWEST, FOR 0.05 MI (0.08 KM)
 AI5959'TO RUNWAY 16/34.  TURN LEFT, SOUTH, FOR 0.7 MI (1.1 KM) TO RAMP B.
 AI5959'TURN LEFT, EAST, FOR 0.5 MI (0.8 KM) TO THE STATION ON TOP OF A CUT
 AI5959'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 AI5959'POST FLUSH WITH THE GROUND.  IT IS ON TOP OF A CUT AND 58.9 M (193.2
 AI5959'FT) NORTHEAST FROM THE CENTER LINE OF RAMP B AND THE STOP BAR, 37.2 M
 AI5959'(122.0 FT) SOUTHWEST FROM THE CENTER OF A GATE, 36.6 M (120.1 FT) WEST
 AI5959'FROM THE BOUNDARY FENCE, 3.3 M (10.8 FT) EAST FROM THE EDGE OF A CUT,
 AI5959'1.9 M (6.2 FT) EAST FROM A WITNESS POST AND ABOUT 1 M (3.3 FT) ABOVE
 AI5959'THE RUNWAY 34-16.  THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT
 AI5959'CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0652 ***********************************************************************
 KL0652  DESIGNATION -  LYLE
 KL0652  PID         -  KL0652
 KL0652  STATE/COUNTY-  CO/PITKIN
 KL0652  USGS QUAD   -  NAST (1994)
 KL0652
 KL0652                         *CURRENT SURVEY CONTROL
 KL0652  ___________________________________________________________________
 KL0652* NAD 83(1992)-  39 17 47.62753(N)    106 30 09.93899(W)     ADJUSTED  
 KL0652* NAVD 88     -      3808.9    (meters)   12496.     (feet)  VERTCON   
 KL0652  ___________________________________________________________________
 KL0652  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 KL0652  GEOID HEIGHT-         -12.84  (meters)                     GEOID03
 KL0652
 KL0652  HORZ ORDER  -  SECOND
 KL0652
 KL0652.The horizontal coordinates were established by classical geodetic methods
 KL0652.and adjusted by the National Geodetic Survey in January 1993..
 KL0652
 KL0652.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0652
 KL0652.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0652
 KL0652.The geoid height was determined by GEOID03.
 KL0652
 KL0652;                    North         East     Units Scale Factor Converg.
 KL0652;SPC CO C     -   467,708.057   827,906.845   MT  0.99994172   -0 37 56.8
 KL0652;SPC CO C     - 1,534,472.18  2,716,224.37   sFT  0.99994172   -0 37 56.8
 KL0652;UTM  13      - 4,350,763.774   370,415.287   MT  0.99980676   -0 57 06.8
 KL0652
 KL0652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0652!SPC CO C     -   0.99940479  x   0.99994172  =   0.99934655
 KL0652!UTM  13      -   0.99940479  x   0.99980676  =   0.99921167
 KL0652
 KL0652|---------------------------------------------------------------------|
 KL0652| PID    Reference Object                     Distance      Geod. Az  |
 KL0652|                                                           dddmmss.s |
 KL0652| CM7591 LYLE RM 1                             7.723 METERS 04721     |
 KL0652| CM7590 LYLE AZ MK                                         1820807.9 |
 KL0652| CM7592 LYLE RM 2                             8.552 METERS 31650     |
 KL0652|---------------------------------------------------------------------|
 KL0652
 KL0652                          SUPERSEDED SURVEY CONTROL
 KL0652
 KL0652  NAD 83(1986)-  39 17 47.62126(N)    106 30 09.94133(W) AD(       ) 2
 KL0652  NAD 27      -  39 17 47.67000(N)    106 30 07.83500(W) AD(       ) 2
 KL0652  NGVD 29 (07/19/86) 3806.8    (m)        12489.     (f) VERT ANG       
 KL0652
 KL0652.Superseded values are not recommended for survey control.
 KL0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0652.See file dsdata.txt to determine how the superseded data were derived.
 KL0652
 KL0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD7041550764(NAD 83)
 KL0652_MARKER: DS = TRIANGULATION STATION DISK
 KL0652_SETTING: 80 = SET IN A BOULDER
 KL0652_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KL0652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0652
 KL0652  HISTORY     - Date     Condition        Report By
 KL0652  HISTORY     - 1953     MONUMENTED       CGS
 KL0652  HISTORY     - 1959     GOOD             AMS
 KL0652  HISTORY     - 1964     GOOD             USGS
 KL0652
 KL0652                          STATION DESCRIPTION
 KL0652
 KL0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KL0652'THE STATION IS LOCATED ABOUT 13 MILES EAST-SOUTHEAST OF MEREDITH
 KL0652'AND ABOUT 11 MILES WEST-NORTHWEST OF LEADVILLE ON THE HIGHEST
 KL0652'POINT OF A ROUND TOP MOUNTAIN IN THE CONTINENTAL DIVIDE.  IT
 KL0652'IS STAMPED LYLE 1953.
 KL0652'
 KL0652'REFERENCE MARK NO. 1 IS ON ABOUT THE SAME ELEVATION AS THE
 KL0652'STATION AND IS STAMPED LYLE NO 1 1953.
 KL0652'
 KL0652'REFERENCE MARK NO. 2 IS ON ABOUT THE SAME ELEVATION AS THE
 KL0652'STATION AND IS STAMPED LYLE NO 2 1953.
 KL0652'
 KL0652'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 37.97 FEET.
 KL0652'
 KL0652'THE AZIMUTH MARK IS ABOUT 0.2 MILE SOUTH OF A POWER LINE AND
 KL0652'SOME SMALL BUILDINGS, 0.1 MILE NORTH OF THE HIGHEST POINT OF
 KL0652'A RIDGE NEAR THE EAST EDGE OF RIDGE AND JUST EAST OF A ROCK
 KL0652'CAIRN.  IT IS STAMPED LYLE 1953.
 KL0652'
 KL0652'TO REACH THE STATION FROM THE POST OFFICE IN MEREDITH, GO
 KL0652'EASTERLY ON STATE HIGHWAY 104 FOR 4.2 MILES TO A FORK, TAKE
 KL0652'RIGHT FORK AND CONTINUE EAST AND NORTH ON STATE HIGHWAY 104
 KL0652'FOR 8.3 MILES TO A RANCH HOUSE ON THE LEFT.  CONTINUE NORTH AND
 KL0652'EAST ON MAIN TRAVELED ROAD FOR 8.6 MILES TO A DIM FORK JUST
 KL0652'BEFORE REACHING SOME OLD CORRALS ON RIGHT, TURN LEFT AND FOLLOW
 KL0652'TRACK ROAD UP MOUNTAIN NORTH AND NORTHEAST FOR ABOUT 2.0 MILES
 KL0652'TO TOP OF RIDGE AND END OF TRUCK TRAVEL AT TWO SMALL
 KL0652'BUILDINGS.  (AZIMUTH MARK IS ABOUT 0.2 MILE SOUTH ON EAST SIDE
 KL0652'OF RIDGE AS DESCRIBED.) FROM THIS POINT PACK NORTHERLY UP
 KL0652'GRASSY SLOPE FOR ABOUT 0.5 MILE TO HIGHEST POINT OF MOUNTAIN
 KL0652'AND STATION AS DESCRIBED.
 KL0652'
 KL0652'(THIS IS ABOUT A 30 MINUTE PACK.)
 KL0652
 KL0652                          STATION RECOVERY (1959)
 KL0652
 KL0652'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1959
 KL0652'STATION, REFERENCE MARKS, AND THE AZIMUTH MARK WERE RECOVERED
 KL0652'AS DESCRIBED.
 KL0652'
 KL0652'THE STATION IS LOCATED ON THE HIGHEST POINT OF NORTH-NORTHEAST
 KL0652'SOUTH-SOUTHWEST RIDGE.  186 FEET SOUTH OF THE WEST TIP OF
 KL0652'SHARP CUT IN RIDGE, AND 38.0 FEET WEST OF SHEER DROP TO THE
 KL0652'EAST.
 KL0652
 KL0652                          STATION RECOVERY (1964)
 KL0652
 KL0652'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 KL0652'STATION MARK--USC AND GS STANDARD DISK STAMPED ---LYLE 1953---,
 KL0652'CEMENTED IN BOULDER, ON HIGHEST PART OF THE MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9171 ***********************************************************************
 DH9171  DESIGNATION -  LYNNE
 DH9171  PID         -  DH9171
 DH9171  STATE/COUNTY-  CO/DENVER
 DH9171  USGS QUAD   -  DENVER INTERNATIONAL AIRPORT (1994)
 DH9171
 DH9171                         *CURRENT SURVEY CONTROL
 DH9171  ___________________________________________________________________
 DH9171* NAD 83(1986)-  39 49 14.     (N)    104 41 17.     (W)     SCALED    
 DH9171* NAVD 88     -      1647.741  (meters)    5405.96   (feet)  ADJUSTED  
 DH9171  ___________________________________________________________________
 DH9171  GEOID HEIGHT-         -17.95  (meters)                     GEOID03
 DH9171  DYNAMIC HT  -        1646.195 (meters)    5400.89  (feet)  COMP
 DH9171  MODELED GRAV-     979,629.8   (mgal)                       NAVD 88
 DH9171
 DH9171  VERT ORDER  -  SECOND    CLASS I
 DH9171
 DH9171.The horizontal coordinates were scaled from a topographic map and have
 DH9171.an estimated accuracy of +/- 6 seconds.
 DH9171
 DH9171.The orthometric height was determined by differential leveling
 DH9171.and adjusted by the National Geodetic Survey in July 2006..
 DH9171
 DH9171.The geoid height was determined by GEOID03.
 DH9171
 DH9171.The dynamic height is computed by dividing the NAVD 88
 DH9171.geopotential number by the normal gravity value computed on the
 DH9171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9171.degrees latitude (g = 980.6199 gals.).
 DH9171
 DH9171.The modeled gravity was interpolated from observed gravity values.
 DH9171
 DH9171;                    North         East    Units  Estimated Accuracy
 DH9171;SPC CO C     -   525,720.      983,920.      MT  (+/- 180 meters Scaled)
 DH9171
 DH9171                          SUPERSEDED SURVEY CONTROL
 DH9171
 DH9171.No superseded survey control is available for this station.
 DH9171
 DH9171_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE266078(NAD 83)
 DH9171_MARKER: F = FLANGE-ENCASED ROD
 DH9171_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DH9171_STAMPING: CP CP 836 - LYNNE
 DH9171_MARK LOGO: NONE  
 DH9171_PROJECTION: FLUSH
 DH9171_MAGNETIC: I = MARKER IS A STEEL ROD
 DH9171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9171+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH9171_ROD/PIPE-DEPTH:  6.4 meters
 DH9171_SLEEVE-DEPTH  :  0.9 meters
 DH9171
 DH9171  HISTORY     - Date     Condition        Report By
 DH9171  HISTORY     - 2002     MONUMENTED       WOOLPT
 DH9171  HISTORY     - 2005     GOOD             WOOLPT
 DH9171
 DH9171                          STATION DESCRIPTION
 DH9171
 DH9171'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9171'DESCRIBED BY WOOLPERT, INC. 2005 (RLH)
 DH9171' 
 DH9171'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTH SOUTHWEST OF  THE
 DH9171'AIRPORT TERMINAL, 1.7 KM (1.1 MI) SOUTH SOUTHEAST FROM THE
 DH9171'INTERSECTION  OF PENA BOULEVARD AND JACKSON GAP RD, 0.9 KM (0.6 MI)
 DH9171'SOUTHWEST OF THE  INTERSECTION OF 75 TH AVENUE AND POWHATON ST.,
 DH9171'OWNERSHIP--CITY AND COUNTY OF DENVER INTERNATIONAL AIRPORT, MR.  KEN
 DH9171'CONLAN, 303-342-8665
 DH9171' 
 DH9171'TO REACH THE STATION FROM EAST BOUND INTERSTATE 70 AND THE OFF RAMP
 DH9171'TO PENA BOULEVARD GOING TO THE AIRPORT, TAKE THE OFF RAMP, PENA
 DH9171'BOULEVARD FOR 15.5 KM (9.6 MI) TO JACKSON GAP RD, SOUTH ON JACKSON GAP
 DH9171'RD. 1.3 KM (0.8 MI) TO A POINT, (  JACKSON GAP RD. TURNS INTO 71 ST
 DH9171'AVENUE AT THE CURVE). DRIVE SOUTH THRU A FIELD 0.5 KM (0.3 MI) TO THE
 DH9171'STATION.
 DH9171' 
 DH9171'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 6.4 M (21.0 FT) STAINLESS
 DH9171'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 0.9 M (3.0 FT) LONG GREASED
 DH9171'SLEEVE, ENCLOSED IN A 6-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A
 DH9171'CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 8.4 M (27.7 FT) NORTH OF
 DH9171'A GAS LINE MARKER, 4.5 M (14.8 FT) NORTHWEST OF A MANHOLE, 3.5 M (11.6
 DH9171'FT) WEST SOUTHWEST FROM A VENT PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0934 ***********************************************************************
 JJ0934  DESIGNATION -  LYON
 JJ0934  PID         -  JJ0934
 JJ0934  STATE/COUNTY-  CO/BENT
 JJ0934  USGS QUAD   -  BISHOP RANCH (1955)
 JJ0934
 JJ0934                         *CURRENT SURVEY CONTROL
 JJ0934  ___________________________________________________________________
 JJ0934* NAD 83(1992)-  38 08 26.84240(N)    103 13 08.42005(W)     ADJUSTED  
 JJ0934* NAVD 88     -      1266.     (meters)    4154.     (feet)  SCALED    
 JJ0934  ___________________________________________________________________
 JJ0934  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 JJ0934  GEOID HEIGHT-         -22.56  (meters)                     GEOID03
 JJ0934
 JJ0934  HORZ ORDER  -  THIRD
 JJ0934
 JJ0934.The horizontal coordinates were established by classical geodetic methods
 JJ0934.and adjusted by the National Geodetic Survey in January 1993..
 JJ0934
 JJ0934.The orthometric height was scaled from a topographic map.
 JJ0934
 JJ0934.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0934
 JJ0934.The geoid height was determined by GEOID03.
 JJ0934
 JJ0934;                    North         East     Units Scale Factor Converg.
 JJ0934;SPC CO S     -   470,847.840 1,114,335.621   MT  0.99995968   +1 23 56.8
 JJ0934;SPC CO S     - 1,544,773.29  3,655,949.45   sFT  0.99995968   +1 23 56.8
 JJ0934;UTM  13      - 4,222,934.479   656,073.159   MT  0.99990001   +1 06 00.6
 JJ0934
 JJ0934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0934!SPC CO S     -   0.99980498  x   0.99995968  =   0.99976467
 JJ0934!UTM  13      -   0.99980498  x   0.99990001  =   0.99970501
 JJ0934
 JJ0934:                Primary Azimuth Mark                     Grid Az
 JJ0934:SPC CO S     -  FORT LYON VETERANS HOSP STACK            130 48 07.4
 JJ0934:UTM  13      -  FORT LYON VETERANS HOSP STACK            131 06 03.6
 JJ0934
 JJ0934|---------------------------------------------------------------------|
 JJ0934| PID    Reference Object                     Distance      Geod. Az  |
 JJ0934|                                                           dddmmss.s |
 JJ0934| JJ0931 FORT LYON VETERANS HOSP STACK       APPROX.10.6 KM 1321204.2 |
 JJ0934| JJ0928 LAS ANIMAS MUNICIPAL TANK           APPROX. 8.3 KM 1885637.0 |
 JJ0934|---------------------------------------------------------------------|
 JJ0934
 JJ0934                          SUPERSEDED SURVEY CONTROL
 JJ0934
 JJ0934  NAD 83(1986)-  38 08 26.83117(N)    103 13 08.41490(W) AD(       ) 3
 JJ0934  NAD 27      -  38 08 26.80763(N)    103 13 06.66935(W) AD(       ) 3
 JJ0934
 JJ0934.Superseded values are not recommended for survey control.
 JJ0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0934.See file dsdata.txt to determine how the superseded data were derived.
 JJ0934
 JJ0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC5607322934(NAD 83)
 JJ0934_MARKER: DD = SURVEY DISK
 JJ0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0934_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JJ0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0934+STABILITY: SURFACE MOTION
 JJ0934
 JJ0934  HISTORY     - Date     Condition        Report By
 JJ0934  HISTORY     - 1949     MONUMENTED       USGS
 JJ0934
 JJ0934                          STATION DESCRIPTION
 JJ0934
 JJ0934'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 JJ0934'STATION IS LOCATED ABOUT 5 MI. DUE N. OF LAS ANIMAS, IN NE. 1/4 OF
 JJ0934'SEC. 15, T 22 S, R 52 W.
 JJ0934'
 JJ0934'TO REACH STATION FROM THE POST OFFICE IN LAS ANIMAS, PROCEED NE. ALONG
 JJ0934'U.S. HIGHWAY 50 FOR 1.6 MI. TO GRAVEL RD. N., THENCE N. ALONG GRAVEL
 JJ0934'RD. 1.8 MI. TO FT. LYON CANAL, THENCE CONTINUE N. ALONG TRAIL AND
 JJ0934'FENCE FOR 1.7 MI.  STATION LIES 800 FT. W. ON TOP OF FLAT GRASSY
 JJ0934'RIDGE.
 JJ0934'
 JJ0934'STATION MARK--STANDARD TABLET IN TOP OF 6 X 6 IN. CONCRETE POST
 JJ0934'PROJECTING 4 IN. ABOVE GROUND, STAMPED ---LYON 1949---.
 JJ0934'
 JJ0934'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET IN TOP OF 6 X 6 IN.
 JJ0934'CONCRETE POST, STAMPED ---LYON NO. 1 1949---, 53.35 FT. FROM STATION,
 JJ0934'N 12 DEG 49 MIN W.
 JJ0934'
 JJ0934'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET IN TOP OF 6 X 6 IN.
 JJ0934'CONCRETE POST, STAMPED ---LYON NO. 2 1949---, 67.80 FT. FROM STATION,
 JJ0934'N 77 DEG 05 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1431 ***********************************************************************
 LL1431  FBN         -  This is a Federal Base Network Control Station.
 LL1431  DESIGNATION -  LYONS
 LL1431  PID         -  LL1431
 LL1431  STATE/COUNTY-  CO/BOULDER
 LL1431  USGS QUAD   -  LYONS (1978)
 LL1431
 LL1431                         *CURRENT SURVEY CONTROL
 LL1431  ___________________________________________________________________
 LL1431* NAD 83(1992)-  40 13 41.72180(N)    105 16 07.94321(W)     ADJUSTED  
 LL1431* NAVD 88     -      1671.9    (meters)    5485.     (feet)  GPS OBS   
 LL1431  ___________________________________________________________________
 LL1431  X           -  -1,284,522.230 (meters)                     COMP
 LL1431  Y           -  -4,705,464.640 (meters)                     COMP
 LL1431  Z           -   4,098,438.172 (meters)                     COMP
 LL1431  LAPLACE CORR-         -20.16  (seconds)                    DEFLEC99
 LL1431  ELLIP HEIGHT-        1656.52  (meters)          (09/24/02) GPS OBS
 LL1431  GEOID HEIGHT-         -15.33  (meters)                     GEOID03
 LL1431
 LL1431  HORZ ORDER  -  B
 LL1431  ELLP ORDER  -  THIRD     CLASS I
 LL1431
 LL1431.The horizontal coordinates were established by GPS observations
 LL1431.and adjusted by the National Geodetic Survey in May 1992..
 LL1431
 LL1431.The orthometric height was determined by GPS observations and a
 LL1431.high-resolution geoid model.
 LL1431
 LL1431.Photographs are available for this station.
 LL1431
 LL1431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1431
 LL1431.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1431
 LL1431.The ellipsoidal height was determined by GPS observations
 LL1431.and is referenced to NAD 83.
 LL1431
 LL1431.The geoid height was determined by GEOID03.
 LL1431
 LL1431;                    North         East     Units Scale Factor Converg.
 LL1431;SPC CO N     -   404,189.929   934,071.902   MT  0.99995692   +0 08 57.6
 LL1431;SPC CO N     - 1,326,079.79  3,064,534.23   sFT  0.99995692   +0 08 57.6
 LL1431;UTM  13      - 4,453,126.572   477,125.659   MT  0.99960644   -0 10 25.1
 LL1431
 LL1431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1431!SPC CO N     -   0.99974020  x   0.99995692  =   0.99969713
 LL1431!UTM  13      -   0.99974020  x   0.99960644  =   0.99934674
 LL1431
 LL1431|---------------------------------------------------------------------|
 LL1431| PID    Reference Object                     Distance      Geod. Az  |
 LL1431|                                                           dddmmss.s |
 LL1431| CR8262 LYONS RM 1                           24.845 METERS 06334     |
 LL1431| LL1432 LYONS AZ MK                         APPROX. 1.4 KM 2790523.0 |
 LL1431| CR8263 LYONS RM 2                           15.927 METERS 33143     |
 LL1431|---------------------------------------------------------------------|
 LL1431
 LL1431                          SUPERSEDED SURVEY CONTROL
 LL1431
 LL1431  ELLIP H (05/26/92) 1656.54   (m)                       GP(       ) 4 1
 LL1431  NAD 83(1986)-  40 13 41.70777(N)    105 16 07.95848(W) AD(       ) 1
 LL1431  NGVD 29 (01/20/89) 1670.8    (m)         5482.     (f) GPS OBS        
 LL1431
 LL1431.Superseded values are not recommended for survey control.
 LL1431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1431.See file dsdata.txt to determine how the superseded data were derived.
 LL1431
 LL1431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE7712653127(NAD 83)
 LL1431_MARKER: DH = HORIZONTAL CONTROL DISK
 LL1431_SETTING: 66 = SET IN ROCK OUTCROP
 LL1431_SP_SET: IN DRILL HOLE IN ROCK LEDGE
 LL1431_STAMPING: LYONS 1985
 LL1431_MARK LOGO: NGS   
 LL1431_MAGNETIC: N = NO MAGNETIC MATERIAL
 LL1431_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL1431+STABILITY: POSITION/ELEVATION WELL
 LL1431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1431+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 LL1431
 LL1431  HISTORY     - Date     Condition        Report By
 LL1431  HISTORY     - 1985     MONUMENTED       NGS
 LL1431  HISTORY     - 1985     GOOD             NGS
 LL1431  HISTORY     - 19860801 GOOD
 LL1431  HISTORY     - 19910515 GOOD             NGS
 LL1431  HISTORY     - 19960717 GOOD             MSAM
 LL1431  HISTORY     - 19970226 GOOD             CODOT
 LL1431  HISTORY     - 19981104 GOOD             NGS
 LL1431  HISTORY     - 19990409 GOOD             NGS
 LL1431  HISTORY     - 20050809 GOOD             USPSQD
 LL1431  HISTORY     - 20050905 MARK NOT FOUND   USPSQD
 LL1431
 LL1431                          STATION DESCRIPTION
 LL1431
 LL1431'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 LL1431'THE STATION IS LOCATED ABOUT 24.1 KM (15 MI) NORTH OF BOULDER,
 LL1431'16.1 KM (10 MI) NORTHWEST OF LONGMONT AND IN THE TOWN OF LYONS.
 LL1431'OWNERSHIP--MR. JOHN RAMEY, P.O. BOX 1850, ESTES PARK, CO. 80517 AND
 LL1431'THE TOWN OF LYONS, P.O. BOX 49, LYONS, CO. 80540.  CONTACT MR. HERB
 LL1431'MCCONNELL, PUBLIC WORKS SUPERINTENDENT.  TELEPHONE---303-443-3956.
 LL1431'
 LL1431'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 36 AND STATE
 LL1431'HIGHWAY 7 ON THE WESTERN SIDE OF THE TOWN OF LYONS, GO EAST ON U.S.
 LL1431'HIGHWAY 36 FOR 0.2 KM (0.1 MI) TO THE INTERSECTION OF 4TH AVENUE.
 LL1431'TURN LEFT, NORTH, ON 4TH AVENUE FOR 0.2 KM (0.15 MI) TO THE
 LL1431'INTERSECTION OF STICKNEY AVENUE.  TURN RIGHT, EAST, FOR 0.2 KM
 LL1431'(0.15 MI) TO SIDE ROAD LEFT, THIRD AVENUE.  TURN LEFT, NORTH, ON
 LL1431'THIRD AVENUE FOR 0.2 KM (0.1 MI) TO THE INTERSECTION OF STEWARD
 LL1431'STREET ON THE LEFT AND LONGS PEAK DRIVE ON THE RIGHT.  CONTINUE
 LL1431'AHEAD ON THIRD AVENUE FOR 0.1 KM (0.05 MI) TO A THREE-WAY FORK.
 LL1431'TAKE LEFT FORK, WEST, UPHILL FOR 0.2 KM (0.1 MI) TO THE WATER TANK
 LL1431'AND THE STATION JUST PAST A SMALL BUILDING ON THE RIGHT.
 LL1431'
 LL1431'THE STATION IS A STANDARD NGS DISK STAMPED---LYONS 1985---SET INTO
 LL1431'A ROCK OUTCROP RECESSED ABOUT 15 CM (6-IN) BELOW THE GROUND AND SET
 LL1431'IN A DRILL HOLE IN A BED OF LIMESTONE.  LOCATED 32.3 M (106 FT)
 LL1431'SOUTHEAST FROM THE SOUTHSIDE OF THE CITY OF LYONS WATER TANK, 18.3 M
 LL1431'(60 FT) NORTH-NORTHWEST FROM A POWER POLE ON THE SOUTHERN END OF
 LL1431'THE HILL, 12.5 M (41 FT) SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER
 LL1431'OF A SMALL GREEN BUILDING, 5.8 M (19 FT) EAST-NORTHEAST FROM THE
 LL1431'WESTERN EDGE OF THE BLUFF AND 1.8 M (6 FT) NORTH FROM A WITNESS
 LL1431'POST.
 LL1431'
 LL1431'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK STAMPED---LYONS NO 1
 LL1431'1985---SET INTO A ROCK LEDGE FLUSH WITH THE GROUND ON THE EASTERN
 LL1431'SIDE OF THE HILL.  LOCATED 39.0 M (128 FT) SOUTHEAST FROM THE
 LL1431'SOUTHEAST SIDE OF THE CITY OF LYONS WATER TANK, 34.7 M (114 FT)
 LL1431'NORTHEAST FROM A POWER POLE ON THE SOUTHERN END OF THE HILL, 25.0 M
 LL1431'(82 FT) EAST FROM THE EASTSIDE OF A SMALL GREEN BUILDING, 26.2 M
 LL1431'(86 FT) EAST-NORTHEAST FROM A WITNESS POST AND LEVEL WITH THE
 LL1431'STATION.
 LL1431'
 LL1431'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 LL1431'STAMPED---LYONS NO 2 1985---,
 LL1431'SET INTO THE TOP OF A 2.6 M (8.5 FT) SQUARE CONCRETE SLAB FOR A CABLE
 LL1431'TELEVISION ANTENNA IN THE SOUTHEAST CORNER OF THE SLAB.  LOCATED
 LL1431'34.1 METERS (112 FT) NORTHWEST FROM A POWER POLE ON THE SOUTHSIDE
 LL1431'OF THE HILL,
 LL1431'17.1 METERS (56 FT) NORTHWEST FROM A WITNESS POST,
 LL1431'14.6 METERS (48 FT) SOUTHEAST FROM THE SOUTHEAST SIDE OF THE WATER
 LL1431'TANK,
 LL1431'2.0 METERS (6.5 FT) WEST FROM THE WESTERN SIDE OF BUILDING AND
 LL1431'MARK IS 0.6 METERS ABOVE THE STATION.
 LL1431
 LL1431                          STATION RECOVERY (1985)
 LL1431
 LL1431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LL1431'RECOVERED IN GOOD CONDITION.
 LL1431
 LL1431                          STATION RECOVERY (1986)
 LL1431
 LL1431'RECOVERED 1986
 LL1431'RECOVERED IN GOOD CONDITION.
 LL1431
 LL1431                          STATION RECOVERY (1991)
 LL1431
 LL1431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LL1431'STATION IS LOCATED IN LYONS, ON A LOW HILL IN THE NORTH SECTION OF
 LL1431'TOWN, ADJACENT TO THE TOWN WATER STORAGE TANK AND A CABLEVISION
 LL1431'BUILDING, IN THE NORTHEAST 1/4 OF SECTION 18, T 3 N, R 70 W.
 LL1431'OWNERSHIP--TOWN OF LYONS.
 LL1431'TO REACH FROM THE JUNCTION OF US HIGHWAY 36 AND STATE HIGHWAY 7 ON THE
 LL1431'WEST SIDE OF LYONS, GO EAST ON HIGHWAY 36 FOR 0.10 KM (0.06 MI) TO A
 LL1431'CROSS STREET.  TURN LEFT, NORTH, ON FOURTH AVENUE FOR 0.26 KM
 LL1431'(0.16 MI) TO A CROSS STREET.  TURN RIGHT, EAST, ON STICKNEY AVENUE
 LL1431'FOR 0.13 KM (0.08 MI) TO A GRAVEL STREET LEFT.  TURN LEFT, NORTH, ON
 LL1431'THIRD AVENUE FOR 0.10 TO A CROSS STREET (SEWARD AVENUE).  CONTINUE
 LL1431'AHEAD FOR 0.04 KM (0.02 MI) TO A FORK AND A DIRT ROAD LEFT.  TURN
 LL1431'LEFT, NORTHWEST, UPHILL, ON DIRT ROAD FOR 0.12 KM (0.07 MI) TO TOP OF
 LL1431'HILL AND STATION ON SOUTH SIDE OF BUILDING.
 LL1431'STATION MARK IS SET IN A DRILL HOLE IN A LIMESTONE LEDGE 15 CM BELOW
 LL1431'GROUND.  IT IS ON SOUTH SLOPE OF THE HILL, 12.5 M (41.0 FT)
 LL1431'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE WOODEN BUILDING, 9.1 M
 LL1431'(29.9 FT) SOUTHEAST OF A POLE SUPPORTING A SCREEN-TYPE DISH ANTENNA,
 LL1431'18.1 M (59.4 FT) NORTH-NORTHWEST OF A UTILITY POLE, 3.7 M (12.1 FT)
 LL1431'SOUTHWEST OF A SMALL CAIRN, 5 M (16.4 FT) EAST OF WEST EDGE OF HILL
 LL1431'AND 39.1 M (128.3 FT) SOUTH-SOUTHEAST OF NORTHEAST CORNER OF FENCE
 LL1431'AROUND WATER TANK.
 LL1431'DESCRIBED BY G.R.HEID
 LL1431
 LL1431                          STATION RECOVERY (1996)
 LL1431
 LL1431'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1996 (RSC)
 LL1431'RECOVERED AS DESCRIBED.
 LL1431
 LL1431                          STATION RECOVERY (1997)
 LL1431
 LL1431'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 LL1431'RECOVERED AS DESCRIBED.
 LL1431
 LL1431                          STATION RECOVERY (1998)
 LL1431
 LL1431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 LL1431'THE STATION IS LOCATED ABOUT 15 MI (24.1 KM) NORTH OF BOULDER, 10 MI
 LL1431'(16.1 KM) NORTHWEST OF LONGMONT AND IN THE TOWN OF LYONS, IN THE
 LL1431'NORTHEAST 1/4 OF SECTION 18, T 3 N, R 70 W.  OWNERSHIP--TOWN OF LYONS,
 LL1431'P.O.  BOX 49, LYONS, CO 80540.  CONTACT PUBLIC WORKS SUPERINTENDENT,
 LL1431'TELEPHONE-303-443-3956
 LL1431'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 36 AND STATE
 LL1431'HIGHWAY 7 IN LYONS, GO EAST ON U.  S.  HIGHWAY 36 FOR 0.1 MI (0.2 KM)
 LL1431'TO THE INTERSECTION OF 4TH AVENUE.  TURN LEFT, NORTH, FOR 0.2 MI (0.3
 LL1431'KM) ON 4TH AVENUE TO THE INTERSECTION OF SEWARD STREET.  TURN RIGHT,
 LL1431'EAST, ON SEWARD STREET FOR 0.05 MI (0.08 KM) TO A DIRT ROAD BETWEEN
 LL1431'324 AND 316 SEWARD STREET.  TURN LEFT, NORTH, UPHILL BETWEEN 316 AND
 LL1431'324 SEWARD STREET FOR 0.1 MI (0.2 KM) TO THE EAST SIDE OF A PINK
 LL1431'BUILDING AND THE STATION AHEAD
 LL1431'THE STATION IS A STANDARD DISK SET INTO A DRILL HOLE IN A SANDSTONE
 LL1431'ROCK OUTCROP AND RECESSED 15 CM BELOW THE GROUND.  IT IS 39.1 M (128.3
 LL1431'FT) SOUTH-SOUTHEAST FROM THE NORTHEAST CORNER OF A FENCE AROUND THE
 LL1431'WATER TANK, 18.35 M (60.20 FT) NORTH-NORTHWEST FROM A POWER POLE,
 LL1431'12.65 M (41.50 FT) SOUTH-SOUTHEAST FROM THE SOUTHEAST CORNER OF PINK
 LL1431'WOODEN BUILDING, 11.5 M (37.7 FT) SOUTH-SOUTHEAST FROM A 6-INCH IRON
 LL1431'PIPE SUPPORTING A LARGE WHITE SATELLITE DISK, 9.0 M (29.5 FT)
 LL1431'SOUTH-SOUTHEAST FROM A 4-INCH IRON PIPE, 5 M (16.4 FT) EAST FROM THE
 LL1431'WEST EDGE OF HILL AND 3.7 M (12.1 FT) SOUTHWEST FROM A ROCK CAIRN.
 LL1431
 LL1431                          STATION RECOVERY (1999)
 LL1431
 LL1431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 LL1431'RECOVERED AS DESCRIBED.
 LL1431
 LL1431                          STATION RECOVERY (2005)
 LL1431
 LL1431'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 LL1431'FOUND AS DESCRIBED.
 LL1431
 LL1431                          STATION RECOVERY (2005)
 LL1431
 LL1431'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 LL1431'TO REACH STATION, START ON SEWARD ST. MIDAWAY BETWEEN 3RD AND 4TH
 LL1431'AVENUES.  PROCEED UP GRAVEL ROAD ON NORTH SIDE OF SEWARD ST. TO WATER
 LL1431'STORAGE TANK ON TOP OF HILL.  FOUND WITNESS LATH, DUG IN AREA, USED
 LL1431'METAL DETECTOR, BUT NO MARK FOUND.  REFERENCE MARKS 1 AND 2 WERE FOUND
 LL1431'GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1432 ***********************************************************************
 LL1432  DESIGNATION -  LYONS AZ MK
 LL1432  PID         -  LL1432
 LL1432  STATE/COUNTY-  CO/BOULDER
 LL1432  USGS QUAD   -  LYONS (1978)
 LL1432
 LL1432                         *CURRENT SURVEY CONTROL
 LL1432  ___________________________________________________________________
 LL1432* NAD 83(1992)-  40 13 48.92368(N)    105 17 06.70792(W)     ADJUSTED  
 LL1432* NAVD 88     -      1681.     (meters)    5515.     (feet)  VERTCON   
 LL1432  ___________________________________________________________________
 LL1432  LAPLACE CORR-         -20.79  (seconds)                    DEFLEC99
 LL1432  GEOID HEIGHT-         -15.17  (meters)                     GEOID03
 LL1432
 LL1432  HORZ ORDER  -  SECOND
 LL1432
 LL1432.The horizontal coordinates were established by classical geodetic methods
 LL1432.and adjusted by the National Geodetic Survey in January 1993..
 LL1432.No horizontal observational check was made to the station.
 LL1432
 LL1432.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1432
 LL1432.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1432
 LL1432.The geoid height was determined by GEOID03.
 LL1432
 LL1432;                    North         East     Units Scale Factor Converg.
 LL1432;SPC CO N     -   404,408.561   932,682.151   MT  0.99995691   +0 08 19.6
 LL1432;SPC CO N     - 1,326,797.09  3,059,974.69   sFT  0.99995691   +0 08 19.6
 LL1432;UTM  13      - 4,453,352.956   475,737.649   MT  0.99960725   -0 11 03.1
 LL1432
 LL1432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1432!SPC CO N     -   0.99973877  x   0.99995691  =   0.99969569
 LL1432!UTM  13      -   0.99973877  x   0.99960725  =   0.99934612
 LL1432
 LL1432                          SUPERSEDED SURVEY CONTROL
 LL1432
 LL1432  NAD 83(1986)-  40 13 48.91410(N)    105 17 06.72228(W) AD(       ) 2
 LL1432  NGVD 29 (01/20/89) 1680.     (m)         5512.     (f) VERT ANG       
 LL1432
 LL1432.Superseded values are not recommended for survey control.
 LL1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1432.See file dsdata.txt to determine how the superseded data were derived.
 LL1432
 LL1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE7573853353(NAD 83)
 LL1432_MARKER: DZ = AZIMUTH MARK DISK
 LL1432_SETTING: 66 = SET IN ROCK OUTCROP
 LL1432_SP_SET: SET IN ROCK OUTCROP
 LL1432_MAGNETIC: N = NO MAGNETIC MATERIAL
 LL1432_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL1432+STABILITY: POSITION/ELEVATION WELL
 LL1432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1432+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2005
 LL1432
 LL1432  HISTORY     - Date     Condition        Report By
 LL1432  HISTORY     - 1985     MONUMENTED       NGS
 LL1432  HISTORY     - 20050809 GOOD             USPSQD
 LL1432
 LL1432                          STATION DESCRIPTION
 LL1432
 LL1432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 LL1432'THE STATION IS LOCATED ABOUT 24.1 KM (15 MI) NORTH OF BOULDER,
 LL1432'16.7 KM (10.4 MI) NORTHWEST OF LONGMONT AND IN THE CITY OF LYONS.
 LL1432'OWNERSHIP--ON STATE HIGHWAY RIGHT-OF-WAY.
 LL1432'
 LL1432'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF U.S. HIGHWAY 36
 LL1432'AND STATE HIGHWAY 7, GO NORTHWEST ON U.S. HIGHWAY 36 FOR 1.4 KM
 LL1432'(0.9 MI) TO THE AZIMUTH MARK ON THE LEFT.
 LL1432'
 LL1432'THE DISK IS SET IN THE TOP OF A ROCK OUTCROP FLUSH WITH THE GROUND
 LL1432'AND ON THE WESTERN END OF A ROADCUT.  LOCATED 11.3 M (37 FT) SOUTH
 LL1432'FROM THE CENTERLINE OF U.S. HIGHWAY 36, 4.3 M (14 FT) NORTHWEST
 LL1432'FROM A WITNESS POST SIGN, 4.0 M (13 FT) NORTH FROM THE SOUTHERN
 LL1432'RIGHT-OF-WAY FENCE AND 1.8 M (6 FT) SOUTH FROM THE NORTHERN EDGE OF
 LL1432'A ROADCUT.
 LL1432
 LL1432                          STATION RECOVERY (2005)
 LL1432
 LL1432'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 LL1432'FOUND AS DESCRIBED.  ORANGE WHITNESS POST IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1189 ***********************************************************************
 JK1189  DESIGNATION -  LYTLE RESET
 JK1189  PID         -  JK1189
 JK1189  STATE/COUNTY-  CO/EL PASO
 JK1189  USGS QUAD   -  MOUNT PITTSBURG (1994)
 JK1189
 JK1189                         *CURRENT SURVEY CONTROL
 JK1189  ___________________________________________________________________
 JK1189* NAD 83(1992)-  38 34 05.35713(N)    104 52 45.48352(W)     ADJUSTED  
 JK1189* NAVD 88     -      2102.9    (meters)    6899.     (feet)  VERTCON   
 JK1189  ___________________________________________________________________
 JK1189  X           -  -1,282,630.995 (meters)                     COMP
 JK1189  Y           -  -4,827,499.503 (meters)                     COMP
 JK1189  Z           -   3,956,247.846 (meters)                     COMP
 JK1189  LAPLACE CORR-         -11.85  (seconds)                    DEFLEC99
 JK1189  ELLIP HEIGHT-        2085.72  (meters)          (12/03/02) GPS OBS
 JK1189  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 JK1189
 JK1189  HORZ ORDER  -  FIRST
 JK1189  ELLP ORDER  -  FOURTH    CLASS II
 JK1189
 JK1189.The horizontal coordinates were established by classical geodetic methods
 JK1189.and adjusted by the National Geodetic Survey in December 2002..
 JK1189
 JK1189.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1189
 JK1189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1189
 JK1189.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1189
 JK1189.The ellipsoidal height was determined by GPS observations
 JK1189.and is referenced to NAD 83.
 JK1189
 JK1189.The geoid height was determined by GEOID03.
 JK1189
 JK1189;                    North         East     Units Scale Factor Converg.
 JK1189;SPC CO C     -   386,556.096   968,494.498   MT  0.99997887   +0 23 29.3
 JK1189;SPC CO C     - 1,268,226.12  3,177,469.03   sFT  0.99997887   +0 23 29.3
 JK1189;UTM  13      - 4,268,862.934   510,514.775   MT  0.99960136   +0 04 30.9
 JK1189
 JK1189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1189!SPC CO C     -   0.99967285  x   0.99997887  =   0.99965173
 JK1189!UTM  13      -   0.99967285  x   0.99960136  =   0.99927434
 JK1189
 JK1189:                Primary Azimuth Mark                     Grid Az
 JK1189:SPC CO C     -  DENVER ALBUQUERQUE AWY BCN 3             049 10 39.5
 JK1189:UTM  13      -  DENVER ALBUQUERQUE AWY BCN 3             049 29 37.9
 JK1189
 JK1189|---------------------------------------------------------------------|
 JK1189| PID    Reference Object                     Distance      Geod. Az  |
 JK1189|                                                           dddmmss.s |
 JK1189| JK1181 DENVER ALBUQUERQUE AWY BCN 3        APPROX.20.9 KM 0493408.8 |
 JK1189| CM9017 LYTLE RM 1                            3.342 METERS 11833     |
 JK1189| CM9019 LYTLE RM 2                           13.269 METERS 17352     |
 JK1189| JK1190 AS P 462                              7.404 METERS 19515     |
 JK1189| CM9016 LYTLE RM 1                            7.283 METERS 25717     |
 JK1189| CM9015 LYTLE AZ MK                                        3391818.8 |
 JK1189|---------------------------------------------------------------------|
 JK1189
 JK1189                          SUPERSEDED SURVEY CONTROL
 JK1189
 JK1189  NAD 83(1992)-  38 34 05.35741(N)    104 52 45.47654(W) AD(       ) 1
 JK1189  ELLIP H (01/07/93) 2085.70   (m)                       GP(       ) 4 2
 JK1189  NAD 83(1986)-  38 34 05.34698(N)    104 52 45.47914(W) AD(       ) 1
 JK1189  NAD 27      -  38 34 05.34200(N)    104 52 43.54500(W) AD(       ) 1
 JK1189  NGVD 29 (07/20/87) 2101.9    (m)         6896.     (f) GPS OBS        
 JK1189
 JK1189.Superseded values are not recommended for survey control.
 JK1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1189.See file dsdata.txt to determine how the superseded data were derived.
 JK1189
 JK1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC1051568863(NAD 83)
 JK1189_MARKER: DS = TRIANGULATION STATION DISK
 JK1189_SETTING: 66 = SET IN ROCK OUTCROP
 JK1189_STAMPING: LYTLE 1949 1984
 JK1189_MARK LOGO: NGS   
 JK1189_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK1189_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK1189+STABILITY: POSITION/ELEVATION WELL
 JK1189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1189+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1986
 JK1189
 JK1189  HISTORY     - Date     Condition        Report By
 JK1189  HISTORY     - 1984     MONUMENTED       NGS
 JK1189  HISTORY     - 19860623 GOOD
 JK1189
 JK1189                          STATION DESCRIPTION
 JK1189
 JK1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK1189'THE STATION MARK STEM WAS RECOVERED IN THE DRILL HOLE, THE STEM FOR
 JK1189'REFERENCE MARK NUMBER 1 WAS RECOVERED, STATION--AS P 462 39 USFS--,
 JK1189'WAS NOT FOUND, THE STEM FOR USGS REFERENCE MARK NUMBER 1 WAS FOUND,
 JK1189'USGS REFERENCE MARK NUMBER 2 WAS RECOVERED IN A BOULDER WHICH HAS BEEN
 JK1189'MOVED AND THE ARROW WAS POINTING IN THE WRONG DIRECTION.  THE AZIMUTH
 JK1189'MARK WAS NOT FOUND.  A NEW STATION MARK WAS SET IN THE OLD DRILL HOLE,
 JK1189'A NEW REFERENCE MARK 2, 3 AND AZIMUTH MARK NUMBER 2 WAS ALSO SET.  THE
 JK1189'ANGLE BETWEEN REFERENCE MARK 1 AND USGS REFERENCE MARK 1 CHECK WELL
 JK1189'USING THE STEM AND DRILL HOLE.  THE DISTANCES CHECKED CONSIDERING THE
 JK1189'LACK OF DISKS.  THE AZIMUTH MARK WAS POSITIONED.  A NEW DESCRIPTION IS
 JK1189'GIVEN.
 JK1189' 
 JK1189'THE STATION IS LOCATED ABOUT 25 MILES (40.2 KM) NORTHWEST OF PUEBLO,
 JK1189'18 MILES (29.0 KM) SOUTH-SOUTHWEST OF COLORADO SPRINGS ON THE WESTERN
 JK1189'EDGE OF A HIGH MESA COVERED WITH CEDAR AND PINE.  THE MESA DROPS OFF
 JK1189'SHARPLY TO THE WEST AND SOUTH AND SLOPES GRADICALLY TO THE EAST AND
 JK1189'NORTH.  OWNERSHIP--U.S. ARMY, CONTACT- DIVISION SURVEY INFORMATION
 JK1189'CENTER, HHB 4TH INF. DIV. ARTILLERY, FORT CARSON, CO.  80913.
 JK1189'TELEPHONE--303-579-2131.
 JK1189' 
 JK1189'TO REACH THE STATION FROM THE INTERSECTION OF MILITARY ROUTES 6 AND
 JK1189'11, GO SOUTH ON ROUTE 11 FOR 8.7 KM (5.40 MI) TO SIDE ROAD LEFT.  TURN
 JK1189'LEFT, EAST, UPHILL FOR 1.3 KM (0.80 MI) TO A SADDLE AT THE TOP OF THE
 JK1189'MESA AND A FORK.  TAKE RIGHT FORK, SOUTH, FOR 0.6 KM (0.35 MI) TO THE
 JK1189'TOP OF THE HILL AND THE MARK.
 JK1189' 
 JK1189'THE STATION IS A STANDARD NGS DISK STAMPED--LYTLE 1949 1984--, SET
 JK1189'INTO ROCK OUTCROP, 20 FEET, (6.1 M) LARGEST DIMENSION. A QUAD MARKER
 JK1189'IS SET OVER THE STATION MARK.  5.2 METERS (17.1 FT) NORTH FROM A PINE
 JK1189'TREE ON HIGHEST PART OF HILL AND 5.2 METERS (17.1 FT) EAST FROM THE
 JK1189'WESTERN EDGE OF CLIFF AND 0.6 METER (2.0 FT) LOWER THAN THE STATION.
 JK1189' 
 JK1189'REFERENCE MARK NO 2 IS A NGS DISK STAMPED--LYTLE 1949 NO 2 1984--, SET
 JK1189'INTO A ROCK OUTCROP, 30 FEET (9.1 M) LARGEST DIMENSION.  LOCATED 4.9
 JK1189'METERS (16.1 FT) SOUTHWEST FROM A 6-INCH PINE TREE AT THE HIGH POINT
 JK1189'OF THE HILL.  0.3 METER (1.0 FT) EAST FROM THE WESTERN EDGE OF THE
 JK1189'CLIFF AND 0.6 METER (2.0 FT) LOWER THAN THE STATION.
 JK1189' 
 JK1189'REFERENCE MARK NO 3 IS A NGS DISK STAMPED--LYTLE 1949 NO 3 1984--, SET
 JK1189'INTO A ROCK OUTCROP, 20 FEET (6.1 M) LARGEST DIMENSION.  LOCATED 11.0
 JK1189'METERS (36.1 FT) EAST-NORTHEAST FROM A 6-INCH PINE TREE ON THE HIGHEST
 JK1189'PART OF THE HILL.  14.3 METERS (46.9 FT) EAST FROM THE WESTERN EDGE OF
 JK1189'THE CLIFF AND 0.6 METER (2.0 FT) LOWER THAN THE STATION.
 JK1189' 
 JK1189'REFERENCE MARK NO 2 (USGS) IS A STANDARD USGS DISK STAMPED--2--, SET
 JK1189'INTO A BOULDER, 20 FEET (6.1 M) LARGEST DIMENSION. THIS REFERENCE MARK
 JK1189'IS IN POOR CONDITION BUT HAS A NEW DISTANCE AND ANGLE TO THE STATION.
 JK1189'0.6 METER (2.0 FT) LOWER THAN THE STATION.
 JK1189' 
 JK1189'AZIMUTH MARK NO 2 IS A NGS DISK STAMPED--LYTLE 1949 NO 2 1984--, SET
 JK1189'INTO A ROCK OUTCROP, 6 FEET, (1.8 M) LARGEST DIMENSION.  SET IN
 JK1189'BEDROCK AT EDGE OF CLIFF AND ABOUT 45.7 M (149.9 FT) SOUTH-SOUTHWEST
 JK1189'FROM A SMALL HILL.  LOCAGED 1.2 METER (3.9 FT) EAST FROM THE WESTERN
 JK1189'EDGE OF THE CLIFF AND 0.6 METER (2.0 FT) NORTH FROM THE SOUTHERN EDGE
 JK1189'OF THE CLIFF.  TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF MILITARY
 JK1189'ROUTES 6 AND 11, GO SOUTH ON ROUTE 11 FOR 8.7 KM (5.40 MI) TO SIDE
 JK1189'ROAD LEFT, TURN LEFT, EAST, UPHILL, FOR 1.3 KM (0.80 MI) TO THE SADDLE
 JK1189'AT THE TOP OF THE MESA AND A FORK.  TAKE THE LEFT FORK, NORTH, FOR 0.2
 JK1189'KM (0.10 MI) TO A DIM TRACK ROAD LEFT.  TURN LEFT, WEST, FOR 0.1 KM
 JK1189'(0.05 MI) TO ROCK CLIFF AND THE AZIMUTH MARK.
 JK1189
 JK1189                          STATION RECOVERY (1986)
 JK1189
 JK1189'RECOVERED 1986
 JK1189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0222 ***********************************************************************
 KJ0222  DESIGNATION -  M
 KJ0222  PID         -  KJ0222
 KJ0222  STATE/COUNTY-  CO/LINCOLN
 KJ0222  USGS QUAD   -  LAKE (1970)
 KJ0222
 KJ0222                         *CURRENT SURVEY CONTROL
 KJ0222  ___________________________________________________________________
 KJ0222* NAD 83(1986)-  39 14 35.     (N)    103 38 44.     (W)     SCALED    
 KJ0222* NAVD 88     -      1616.649  (meters)    5303.96   (feet)  ADJUSTED  
 KJ0222  ___________________________________________________________________
 KJ0222  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 KJ0222  DYNAMIC HT  -        1615.095 (meters)    5298.86  (feet)  COMP
 KJ0222  MODELED GRAV-     979,608.4   (mgal)                       NAVD 88
 KJ0222
 KJ0222  VERT ORDER  -  FIRST     CLASS II
 KJ0222
 KJ0222.The horizontal coordinates were scaled from a topographic map and have
 KJ0222.an estimated accuracy of +/- 6 seconds.
 KJ0222
 KJ0222.The orthometric height was determined by differential leveling
 KJ0222.and adjusted by the National Geodetic Survey in June 1991..
 KJ0222.WARNING-Repeat measurements at this control monument indicate possible
 KJ0222.vertical movement.
 KJ0222
 KJ0222.The geoid height was determined by GEOID03.
 KJ0222
 KJ0222.The dynamic height is computed by dividing the NAVD 88
 KJ0222.geopotential number by the normal gravity value computed on the
 KJ0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0222.degrees latitude (g = 980.6199 gals.).
 KJ0222
 KJ0222.The modeled gravity was interpolated from observed gravity values.
 KJ0222
 KJ0222;                    North         East    Units  Estimated Accuracy
 KJ0222;SPC CO C     -   462,920.    1,074,470.      MT  (+/- 180 meters Scaled)
 KJ0222
 KJ0222                          SUPERSEDED SURVEY CONTROL
 KJ0222
 KJ0222  NGVD 29 (??/??/92) 1615.856  (m)         5301.35   (f) ADJ UNCH    1 2
 KJ0222
 KJ0222.Superseded values are not recommended for survey control.
 KJ0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0222.See file dsdata.txt to determine how the superseded data were derived.
 KJ0222
 KJ0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD168446(NAD 83)
 KJ0222_MARKER: B = BOLT
 KJ0222_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KJ0222_SP_SET: BUILDING
 KJ0222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KJ0222
 KJ0222  HISTORY     - Date     Condition        Report By
 KJ0222  HISTORY     - UNK      MONUMENTED       CGS
 KJ0222  HISTORY     - 1938     GOOD             NGS
 KJ0222
 KJ0222                          STATION DESCRIPTION
 KJ0222
 KJ0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KJ0222'2.8 MI SE FROM LIMON.
 KJ0222'2.8 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KJ0222'CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD STATION AT LIMON,
 KJ0222'LINCOLN COUNTY, AT THE STATION AT LAKE, 3 POLES EAST OF MILEPOST
 KJ0222'548, 65 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK,
 KJ0222'40 FEET SOUTH OF A WATER TANK, AT THE EAST FACE OF A STONE
 KJ0222'PUMPHOUSE, 4 FEET NORTH OF THE SOUTHEAST CORNER, AND IN THE FOURTH
 KJ0222'COURSE OF STONE ABOVE THE GROUND.  THE CENTER OF A CROSS IN THE END
 KJ0222'OF A COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0035 ***********************************************************************
 KL0035  DESIGNATION -  M 1
 KL0035  PID         -  KL0035
 KL0035  STATE/COUNTY-  CO/SUMMIT
 KL0035  USGS QUAD   -  DILLON (1987)
 KL0035
 KL0035                         *CURRENT SURVEY CONTROL
 KL0035  ___________________________________________________________________
 KL0035* NAD 83(1986)-  39 38 57.     (N)    106 04 52.     (W)     SCALED    
 KL0035* NAVD 88     -      2657.469  (meters)    8718.71   (feet)  ADJUSTED  
 KL0035  ___________________________________________________________________
 KL0035  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 KL0035  DYNAMIC HT  -        2654.210 (meters)    8708.02  (feet)  COMP
 KL0035  MODELED GRAV-     979,304.8   (mgal)                       NAVD 88
 KL0035
 KL0035  VERT ORDER  -  SECOND    CLASS 0
 KL0035
 KL0035.The horizontal coordinates were scaled from a topographic map and have
 KL0035.an estimated accuracy of +/- 6 seconds.
 KL0035
 KL0035.The orthometric height was determined by differential leveling
 KL0035.and adjusted by the National Geodetic Survey in June 1991..
 KL0035
 KL0035.The geoid height was determined by GEOID03.
 KL0035
 KL0035.The dynamic height is computed by dividing the NAVD 88
 KL0035.geopotential number by the normal gravity value computed on the
 KL0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0035.degrees latitude (g = 980.6199 gals.).
 KL0035
 KL0035.The modeled gravity was interpolated from observed gravity values.
 KL0035
 KL0035;                    North         East    Units  Estimated Accuracy
 KL0035;SPC CO C     -   506,540.      864,530.      MT  (+/- 180 meters Scaled)
 KL0035
 KL0035                          SUPERSEDED SURVEY CONTROL
 KL0035
 KL0035  NGVD 29 (??/??/92) 2655.854  (m)         8713.41   (f) ADJ UNCH    2 0
 KL0035
 KL0035.Superseded values are not recommended for survey control.
 KL0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0035.See file dsdata.txt to determine how the superseded data were derived.
 KL0035
 KL0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD072893(NAD 83)
 KL0035_MARKER: DD = SURVEY DISK
 KL0035_SETTING: 80 = SET IN A BOULDER
 KL0035_SP_SET: BOULDER
 KL0035_STAMPING: M 1 1929
 KL0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0035+STABILITY: SURFACE MOTION
 KL0035
 KL0035  HISTORY     - Date     Condition        Report By
 KL0035  HISTORY     - 1929     MONUMENTED       USGS
 KL0035  HISTORY     - 1951     GOOD             NGS
 KL0035  HISTORY     - 1984     MARK NOT FOUND   NGS
 KL0035  HISTORY     - 19971004 MARK NOT FOUND   USPSQD
 KL0035
 KL0035                          STATION DESCRIPTION
 KL0035
 KL0035'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KL0035'3.0 MI NW FROM DILLON.
 KL0035'3.0 MILES NORTHWEST ALONG STATE HIGHWAY 9 FROM THE PUBLIC SCHOOL AT
 KL0035'DILLON, AT THE A.W. PENNER RANCH, 486 FEET WEST OF THE CENTER LINE OF
 KL0035'THE HIGHWAY, 35.2 FEET EAST OF THE NORTHEAST CORNER OF THE RANCH
 KL0035'HOUSE, 9.2 FEET EAST OF A WHITE BOARD FENCE, SET IN THE TOP OF A
 KL0035'GRANITE BOULDER WHICH IS FLUSH WITH THE GROUND.
 KL0035
 KL0035                          STATION RECOVERY (1984)
 KL0035
 KL0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KL0035'MARK NOT FOUND.
 KL0035
 KL0035                          STATION RECOVERY (1997)
 KL0035
 KL0035'RECOVERY NOTE BY US POWER SQUADRON 1997
 KL0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0196 ***********************************************************************
 KK0196  DESIGNATION -  M 1
 KK0196  PID         -  KK0196
 KK0196  STATE/COUNTY-  CO/DOUGLAS
 KK0196  USGS QUAD   -  CASTLE ROCK SOUTH (1994)
 KK0196
 KK0196                         *CURRENT SURVEY CONTROL
 KK0196  ___________________________________________________________________
 KK0196* NAD 83(1986)-  39 22 22.     (N)    104 51 38.     (W)     SCALED    
 KK0196* NAVD 88     -      1891.252  (meters)    6204.88   (feet)  POSTED    
 KK0196  ___________________________________________________________________
 KK0196  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 KK0196  DYNAMIC HT  -        1889.280 (meters)    6198.41  (feet)  COMP
 KK0196  MODELED GRAV-     979,519.7   (mgal)                       NAVD 88
 KK0196
 KK0196  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0196
 KK0196.The horizontal coordinates were scaled from a topographic map and have
 KK0196.an estimated accuracy of +/- 6 seconds.
 KK0196
 KK0196.The orthometric height was determined by differential leveling
 KK0196.and adjusted by the National Geodetic Survey in 1992..
 KK0196.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0196.rate of 0.0 thru 1.0 mm/km.
 KK0196
 KK0196.The geoid height was determined by GEOID03.
 KK0196
 KK0196.The dynamic height is computed by dividing the NAVD 88
 KK0196.geopotential number by the normal gravity value computed on the
 KK0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0196.degrees latitude (g = 980.6199 gals.).
 KK0196
 KK0196.The modeled gravity was interpolated from observed gravity values.
 KK0196
 KK0196;                    North         East    Units  Estimated Accuracy
 KK0196;SPC CO C     -   475,890.      969,500.      MT  (+/- 180 meters Scaled)
 KK0196
 KK0196                          SUPERSEDED SURVEY CONTROL
 KK0196
 KK0196  NGVD 29 (??/??/92) 1890.215  (m)         6201.48   (f) ADJ UNCH    1 2
 KK0196
 KK0196.Superseded values are not recommended for survey control.
 KK0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0196.See file dsdata.txt to determine how the superseded data were derived.
 KK0196
 KK0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED120581(NAD 83)
 KK0196_MARKER: B = BOLT
 KK0196_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0196_SP_SET: BUILDING
 KK0196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0196
 KK0196  HISTORY     - Date     Condition        Report By
 KK0196  HISTORY     - UNK      MONUMENTED       CGS
 KK0196  HISTORY     - 1954     GOOD             NGS
 KK0196  HISTORY     - 1983     MARK NOT FOUND   NGS
 KK0196
 KK0196                          STATION DESCRIPTION
 KK0196
 KK0196'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 KK0196'AT CASTLE ROCK.
 KK0196'AT CASTLE ROCK, DOUGLAS COUNTY, AT THE COUNTY COURTHOUSE, IN THE
 KK0196'EAST WALL, NEAR THE SOUTH END OF THE SECOND STONE SOUTH OF THE
 KK0196'ENTRANCE, 3 INCHES SOUTH OF THE LEGEND ALTITUDE 6201 CUT IN THE
 KK0196'STONE, AND IN THE FOURTH COURSE OF STONE ABOVE THE GROUND.  A
 KK0196'CROSS IN THE END OF A COPPER BOLT SET IN THE STONE.
 KK0196
 KK0196                          STATION RECOVERY (1954)
 KK0196
 KK0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 KK0196'RECOVERED IN GOOD CONDITION.
 KK0196
 KK0196                          STATION RECOVERY (1983)
 KK0196
 KK0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0196'THERE IS A NEW COURTHOUSE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0688 ***********************************************************************
 KK0688  DESIGNATION -  M 1
 KK0688  PID         -  KK0688
 KK0688  STATE/COUNTY-  CO/JEFFERSON
 KK0688  USGS QUAD   -  PLATTE CANYON (1994)
 KK0688
 KK0688                         *CURRENT SURVEY CONTROL
 KK0688  ___________________________________________________________________
 KK0688* NAD 83(1986)-  39 24 59.     (N)    105 09 03.     (W)     SCALED    
 KK0688* NAVD 88     -      1830.316  (meters)    6004.96   (feet)  POSTED    
 KK0688  ___________________________________________________________________
 KK0688  GEOID HEIGHT-         -15.24  (meters)                     GEOID03
 KK0688  DYNAMIC HT  -        1828.440 (meters)    5998.81  (feet)  COMP
 KK0688  MODELED GRAV-     979,538.6   (mgal)                       NAVD 88
 KK0688
 KK0688  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0688
 KK0688.The horizontal coordinates were scaled from a topographic map and have
 KK0688.an estimated accuracy of +/- 6 seconds.
 KK0688
 KK0688.The orthometric height was determined by differential leveling
 KK0688.and adjusted by the National Geodetic Survey in 1992..
 KK0688.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0688.rate of 0.0 thru 1.0 mm/km.
 KK0688
 KK0688.The geoid height was determined by GEOID03.
 KK0688
 KK0688.The dynamic height is computed by dividing the NAVD 88
 KK0688.geopotential number by the normal gravity value computed on the
 KK0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0688.degrees latitude (g = 980.6199 gals.).
 KK0688
 KK0688.The modeled gravity was interpolated from observed gravity values.
 KK0688
 KK0688;                    North         East    Units  Estimated Accuracy
 KK0688;SPC CO C     -   480,590.      944,470.      MT  (+/- 180 meters Scaled)
 KK0688
 KK0688                          SUPERSEDED SURVEY CONTROL
 KK0688
 KK0688  NGVD 29 (??/??/92) 1829.264  (m)         6001.51   (f) ADJ UNCH    1 2
 KK0688
 KK0688.Superseded values are not recommended for survey control.
 KK0688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0688.See file dsdata.txt to determine how the superseded data were derived.
 KK0688
 KK0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD870629(NAD 83)
 KK0688_MARKER: DD = SURVEY DISK
 KK0688_SETTING: 66 = SET IN ROCK OUTCROP
 KK0688_SP_SET: GRANITE LEDGE
 KK0688_STAMPING: M 1 6002.224
 KK0688_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0688+STABILITY: POSITION/ELEVATION WELL
 KK0688
 KK0688  HISTORY     - Date     Condition        Report By
 KK0688  HISTORY     - UNK      MONUMENTED       BOR
 KK0688  HISTORY     - 1955     GOOD             NGS
 KK0688
 KK0688                          STATION DESCRIPTION
 KK0688
 KK0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KK0688'11.4 MI NE FROM BUFFALO CREEK.
 KK0688'11.45 MILES NORTHEAST ALONG THE ABANDONED COLORADO AND SOUTHERN
 KK0688'RAILROAD GRADE FROM THE POST OFFICE AT BUFFALO CREEK, 19 FEET WEST
 KK0688'OF THE CENTER LINE OF THE OLD RAILROAD GRADE, AT THE BASE OF A
 KK0688'GRANITE CLIFF, 8 FEET ABOVE THE LEVEL OF THE OLD RAILROAD GRADE,
 KK0688'SET IN THE TOP OF A GRANITE LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0718 ***********************************************************************
 KK0718  DESIGNATION -  M 10
 KK0718  PID         -  KK0718
 KK0718  STATE/COUNTY-  CO/JEFFERSON
 KK0718  USGS QUAD   -  PINE (1994)
 KK0718
 KK0718                         *CURRENT SURVEY CONTROL
 KK0718  ___________________________________________________________________
 KK0718* NAD 83(1986)-  39 24 31.     (N)    105 19 41.     (W)     SCALED    
 KK0718* NAVD 88     -      2059.886  (meters)    6758.14   (feet)  ADJUSTED  
 KK0718  ___________________________________________________________________
 KK0718  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 KK0718  DYNAMIC HT  -        2057.681 (meters)    6750.91  (feet)  COMP
 KK0718  MODELED GRAV-     979,482.5   (mgal)                       NAVD 88
 KK0718
 KK0718  VERT ORDER  -  FIRST     CLASS II
 KK0718
 KK0718.The horizontal coordinates were scaled from a topographic map and have
 KK0718.an estimated accuracy of +/- 6 seconds.
 KK0718
 KK0718.The orthometric height was determined by differential leveling
 KK0718.and adjusted by the National Geodetic Survey in June 1991..
 KK0718
 KK0718.The geoid height was determined by GEOID03.
 KK0718
 KK0718.The dynamic height is computed by dividing the NAVD 88
 KK0718.geopotential number by the normal gravity value computed on the
 KK0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0718.degrees latitude (g = 980.6199 gals.).
 KK0718
 KK0718.The modeled gravity was interpolated from observed gravity values.
 KK0718
 KK0718;                    North         East    Units  Estimated Accuracy
 KK0718;SPC CO C     -   479,680.      929,210.      MT  (+/- 180 meters Scaled)
 KK0718
 KK0718                          SUPERSEDED SURVEY CONTROL
 KK0718
 KK0718  NGVD 29 (??/??/92) 2058.726  (m)         6754.34   (f) ADJ UNCH    1 2
 KK0718
 KK0718.Superseded values are not recommended for survey control.
 KK0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0718.See file dsdata.txt to determine how the superseded data were derived.
 KK0718
 KK0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD717621(NAD 83)
 KK0718_MARKER: DD = SURVEY DISK
 KK0718_SETTING: 66 = SET IN ROCK OUTCROP
 KK0718_SP_SET: GRANITE LEDGE
 KK0718_STAMPING: M 10 6755.197
 KK0718_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0718+STABILITY: POSITION/ELEVATION WELL
 KK0718
 KK0718  HISTORY     - Date     Condition        Report By
 KK0718  HISTORY     - UNK      MONUMENTED       BOR
 KK0718  HISTORY     - 1951     GOOD             NGS
 KK0718  HISTORY     - 1955     GOOD             NGS
 KK0718
 KK0718                          STATION DESCRIPTION
 KK0718
 KK0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0718'0.2 MI SW FROM PINE GROVE.
 KK0718'0.25 MILE SOUTHWEST ALONG THE ABANDONED COLORADO AND SOUTHERN
 KK0718'RAILROAD GRADE FROM THE POST OFFICE AT PINE GROVE, 163 FEET
 KK0718'NORTHEAST OF THE CENTER LINE OF A PRIVATE DRIVEWAY LEADING SOUTH,
 KK0718'190 FEET WEST OF A FOOT BRIDGE OVER THE NORTH FORK OF THE SOUTH
 KK0718'PLATTE RIVER, 140 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FARM
 KK0718'BRIDGE OVER THE RIVER, 200 FEET NORTHWEST OF THE NORTHWEST CORNER
 KK0718'OF A TWO STORY WHITE HOUSE, 12.6 FEET NORTHWEST OF THE CENTER LINE
 KK0718'OF THE OLD RAILROAD GRADE, 3 FEET ABOVE THE LEVEL OF THE RAILROAD
 KK0718'GRADE, SET IN THE TOP OF A GRANITE LEDGE.
 KK0718
 KK0718                          STATION RECOVERY (1955)
 KK0718
 KK0718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0071 ***********************************************************************
 KJ0071  CBN         -  This is a Cooperative Base Network Control Station.
 KJ0071  DESIGNATION -  M 100
 KJ0071  PID         -  KJ0071
 KJ0071  STATE/COUNTY-  CO/KIT CARSON
 KJ0071  USGS QUAD   -  KANORADO (1984)
 KJ0071
 KJ0071                         *CURRENT SURVEY CONTROL
 KJ0071  ___________________________________________________________________
 KJ0071* NAD 83(1992)-  39 19 37.43474(N)    102 05 29.43550(W)     ADJUSTED  
 KJ0071* NAVD 88     -      1205.112  (meters)    3953.77   (feet)  ADJUSTED  
 KJ0071  ___________________________________________________________________
 KJ0071  X           -  -1,035,074.410 (meters)                     COMP
 KJ0071  Y           -  -4,831,683.800 (meters)                     COMP
 KJ0071  Z           -   4,021,219.050 (meters)                     COMP
 KJ0071  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 KJ0071  ELLIP HEIGHT-        1181.83  (meters)          (10/21/02) GPS OBS
 KJ0071  GEOID HEIGHT-         -23.27  (meters)                     GEOID03
 KJ0071  DYNAMIC HT  -        1204.072 (meters)    3950.36  (feet)  COMP
 KJ0071  MODELED GRAV-     979,722.2   (mgal)                       NAVD 88
 KJ0071
 KJ0071  HORZ ORDER  -  B
 KJ0071  VERT ORDER  -  SECOND    CLASS 0
 KJ0071  ELLP ORDER  -  FOURTH    CLASS II
 KJ0071
 KJ0071.The horizontal coordinates were established by GPS observations
 KJ0071.and adjusted by the National Geodetic Survey in May 1992..
 KJ0071
 KJ0071.The orthometric height was determined by differential leveling
 KJ0071.and adjusted by the National Geodetic Survey in June 1991..
 KJ0071
 KJ0071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KJ0071
 KJ0071.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0071
 KJ0071.The ellipsoidal height was determined by GPS observations
 KJ0071.and is referenced to NAD 83.
 KJ0071
 KJ0071.The geoid height was determined by GEOID03.
 KJ0071
 KJ0071.The dynamic height is computed by dividing the NAVD 88
 KJ0071.geopotential number by the normal gravity value computed on the
 KJ0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0071.degrees latitude (g = 980.6199 gals.).
 KJ0071
 KJ0071.The modeled gravity was interpolated from observed gravity values.
 KJ0071
 KJ0071;                    North         East     Units Scale Factor Converg.
 KJ0071;SPC CO C     -   476,129.397 1,208,217.406   MT  0.99994367   +2 08 58.9
 KJ0071;SPC CO C     - 1,562,101.20  3,963,959.94   sFT  0.99994367   +2 08 58.9
 KJ0071;SPC KS N     -   118,284.339    47,339.670   MT  0.99995774   -2 35 19.5
 KJ0071;UTM  13      - 4,357,107.042   750,709.081   MT  1.00037398   +1 50 39.1
 KJ0071
 KJ0071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0071!SPC CO C     -   0.99981462  x   0.99994367  =   0.99975830
 KJ0071!SPC KS N     -   0.99981462  x   0.99995774  =   0.99977236
 KJ0071!UTM  13      -   0.99981462  x   1.00037398  =   1.00018853
 KJ0071
 KJ0071                          SUPERSEDED SURVEY CONTROL
 KJ0071
 KJ0071  NAD 83(1986)-  39 19 37.43024(N)    102 05 29.43398(W) AD(       ) 3
 KJ0071  ELLIP H (05/26/92) 1181.80   (m)                       GP(       ) 4 1
 KJ0071  NAVD 88 (05/26/92) 1205.11   (m)         3953.8    (f) LEVELING    3  
 KJ0071  NGVD 29 (??/??/92) 1204.616  (m)         3952.14   (f) ADJ UNCH    2 0
 KJ0071
 KJ0071.Superseded values are not recommended for survey control.
 KJ0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0071.See file dsdata.txt to determine how the superseded data were derived.
 KJ0071
 KJ0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD5070957107(NAD 83)
 KJ0071_MARKER: DB = BENCH MARK DISK
 KJ0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0071_SP_SET: CONCRETE POST
 KJ0071_STAMPING: M 100 1935
 KJ0071_MARK LOGO: CGS   
 KJ0071_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KJ0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0071+STABILITY: SURFACE MOTION
 KJ0071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0071+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1997
 KJ0071
 KJ0071  HISTORY     - Date     Condition        Report By
 KJ0071  HISTORY     - 1935     MONUMENTED       CGS
 KJ0071  HISTORY     - 19910420 GOOD             NGS
 KJ0071  HISTORY     - 19920622 GOOD             CODH
 KJ0071  HISTORY     - 19970421 GOOD             NGS
 KJ0071
 KJ0071                          STATION DESCRIPTION
 KJ0071
 KJ0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KJ0071'2.9 MI W FROM KANORADO.
 KJ0071'IN KIT CARSON COUNTY, COLORADO, 2.9 MILES WEST ALONG THE CHICAGO,
 KJ0071'ROCK ISLAND AND PACIFIC RAILRAOD FROM THE STATION AT KANORADO,
 KJ0071'SHERMAN COUNTY, KANSAS, 3.1 MILES EAST OF THE STATION AT PECONIC,
 KJ0071'KIT CARSON COUNTY, COLORADO, 6 POLES WEST OF MILEPOST 444, AT A
 KJ0071'NORTH-AND-SOUTH ROAD CROSSING, 45 FEET SOUTH OF THE CENTERLINE OF
 KJ0071'THE TRACK, 40 FEET WEST OF THE CENTERLINE OF THE ROAD, 87 FEET
 KJ0071'NORTH OF THE CENTERLINE OF U.S. HIGHWAY 24, 4 FEET NORTH OF A
 KJ0071'FENCE CORNER, AND SET IN THE TOP OF A CONCRETE POST.
 KJ0071
 KJ0071                          STATION RECOVERY (1991)
 KJ0071
 KJ0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KJ0071'STATION IS LOCATED ABOUT 15 KM (9.3 MI) EAST OF BURLINGTON, 4 KM
 KJ0071'(2.5 MI) WEST OF KANORADO, KANSAS, ALONG OLD US HIGHWAY 24, IN THE
 KJ0071'WEED STRIP BETWEEN HIGHWAY AND RAILROAD, AT A CROSSING, ON THE EAST
 KJ0071'EDGE OF SECTION 28, T 8 S, R 42 W.  OWNERSHIP--UNION PACIFIC
 KJ0071'RAILROAD.
 KJ0071'TO REACH FROM THE KANORADO EXIT ON INTERSTATE HIGHWAY 70 (FIRST EXIT
 KJ0071'EAST OF THE COLORADO-KANSAS STATE LINE), GO NORTH ON PAVED ROAD FOR
 KJ0071'0.50 KM (0.31 MI) TO A T-ROAD.  TURN LEFT, WEST, ON STATE HIGHWAY
 KJ0071'267, PASSING THROUGH KANORADO, FOR 2.22 KM (1.38 MI) TO THE STATE
 KJ0071'LINE. CONTINUE WEST ON OLD HIGHWAY FOR 3.71 KM (2.31 MI) TO A GRAVEL
 KJ0071'ROAD RIGHT (ROAD 58) AND STATION ON THE RIGHT.
 KJ0071'STATION MARK IS SET IN THE TOP OF A 20-CM SQUARE CONCRETE POST
 KJ0071'PROJECTING 35 CM.  IT IS 23.1 M (75.8 FT) NORTH OF, AND LEVEL WITH
 KJ0071'THE OLD HIGHWAY CENTER, 11.6 M (38.1 FT) WEST OF THE ROAD CENTER,
 KJ0071'13.0 M (42.7 FT) SOUTH OF THE SOUTH RAIL OF TRACK, 0.4 M (1.3 FT)
 KJ0071'SOUTH OF A FIBERGLASS WITNESS POST AND 3.2 M (10.5 FT) NORTHEAST OF
 KJ0071'THE NORTH ONE OF TWO WHITE NATURAL GAS VENT PIPES.
 KJ0071'DESCRIBED BY G.R.HEID
 KJ0071
 KJ0071                          STATION RECOVERY (1992)
 KJ0071
 KJ0071'RECOVERY NOTE BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1992
 KJ0071'STATION IS LOCATED ABOUT 9.3 MI (14.97 KM) EAST OF BURLINGTON, 2.3 MI
 KJ0071'(3.70 KM) WEST OF THE COLORADO - KANSAS STATE LINE, 3.2 MI (5.15 KM)
 KJ0071'EAST OF PECONIC, ALONG STATE HIGHWAY 24, IN THE WEED STRIP BETWEEN
 KJ0071'THE HIGHWAY AND THE UNION PACIFIC RAILROAD TRACKS, IN THE EAST EDGE
 KJ0071'OF SECTION 28, T 8 S, R 42 W, AT STATE HIGHWAY 24 MILEPOST 465.25,
 KJ0071'INTERSTATE 70 MILEPOST 447.3. OWNERSHIP--UNION PACIFIC RAILROAD.
 KJ0071'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 24 AND U.S.
 KJ0071'HIGHWAY 385 ON THE EAST SIDE OF BURLINGTON, GO EAST ON STATE HIGHWAY
 KJ0071'24 FOR 9.3 MI (14.97 KM) TO COUNTY RD 58 AND THE STATION IN THE
 KJ0071'NORTHWEST CORNER OF THE INTERSECTION.
 KJ0071'THE STATION MARK IS SET IN THE TOP OF A 10 IN SQUARE CONCRETE POST
 KJ0071'PROJECTING 1.1 FT (0.34 M) ABOVE THE GROUND.  IT IS 75.8 FT
 KJ0071'(23.10 M)   NORTH OF THE CENTERLINE OF STATE HIGHWAY 24, 38.1 FT
 KJ0071'(11.61 M) WEST OF THE CENTER OF COUNTY RD 58, 42.7 FT (13.01 M) SOUTH
 KJ0071'OF THE SOUTH RAIL OF THE UNION PACIFIC RAILROAD TRACKS, 1.3 FT
 KJ0071'(0.40 M) SOUTH OF A FIBERGLASS WITNESS POST, AND 10.5 FT (3.20 M)
 KJ0071'NORTHEAST OF THE NORTHERN MOST OF 2 WHITE NATURAL GAS VENT PIPES, AND
 KJ0071'ABOUT LEVEL WITH STATE HIGHWAY 24.
 KJ0071
 KJ0071                          STATION RECOVERY (1997)
 KJ0071
 KJ0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (CSM)
 KJ0071'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) EAST OF BURLINGTON, 2.3
 KJ0071'MI (3.7 KM) WEST OF THE COLORADO-KANSAS STATE LINE, 3.2 MI (5.1 KM)
 KJ0071'EAST OF PECONIC, ON STATE HIGHWAY 24, IN THE WEED STRIP BETWEEN THE
 KJ0071'HIGHWAY AND THE UNION PACIFIC RAILROAD TRACKS, IN THE EAST EDGE OF
 KJ0071'SECTION 28, T 8 S, R 42 W, AT STATE HIGHWAY 24 MILEPOST 465.25,
 KJ0071'INTERSTATE HIGHWAY 70 MILEPOST 447.3.  OWNERSHIP--UNION PACIFIC
 KJ0071'RAILROAD.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 24
 KJ0071'AND 385 ON THE EAST SIDE OF BURLINGTON, GO EAST ON STATE HIGHWAY 24
 KJ0071'FOR 9.3 MI (15.0 KM) TO COUNTY ROAD 58 AND THE STATION IN THE
 KJ0071'NORTHWEST CORNER OF THE INTERSECTION.  THE STATION IS SET INTO THE TOP
 KJ0071'OF A 25 CM SQUARE CONCRETE POST PROJECTING 34 CM ABOVE GROUND. LOCATED
 KJ0071'75.8 FT (23.1 M) NORTH OF THE CENTERLINE OF HIGHWAY 24, 38.1 FT (11.6
 KJ0071'M) WEST OF THE CENTER OF COUNTY ROAD 58, 42.7 FT (13.0 M) SOUTH OF THE
 KJ0071'SOUTH RAIL OF RAILROAD TRACKS, 23.1 FT (7.0 M) EAST OF A TELEPHONE
 KJ0071'RISER BOX WITH 8-INCH WOODEN GUARD POST, 10.5 FT (3.2 M) NORTHEAST OF
 KJ0071'THE NORTHERNMOST OF 2 WHITE NATURAL GAS VENT PIPES, 8.6 FT (2.6 M)
 KJ0071'WEST OF AN UNDERGROUND PHONE CABLE WARNING SIGN, 1.3 FT (0.4 M) SOUTH
 KJ0071'OF A FIBERGLASS WITNESS POST AND ABOUT LEVEL WITH HIGHWAY 24.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0145 ***********************************************************************
 LK0145  DESIGNATION -  M 102
 LK0145  PID         -  LK0145
 LK0145  STATE/COUNTY-  CO/PHILLIPS
 LK0145  USGS QUAD   -  UHLER RANCH (1962)
 LK0145
 LK0145                         *CURRENT SURVEY CONTROL
 LK0145  ___________________________________________________________________
 LK0145* NAD 83(1986)-  40 41 17.     (N)    102 59 36.     (W)     SCALED    
 LK0145* NAVD 88     -      1279.805  (meters)    4198.83   (feet)  ADJUSTED  
 LK0145  ___________________________________________________________________
 LK0145  GEOID HEIGHT-         -19.92  (meters)                     GEOID03
 LK0145  DYNAMIC HT  -        1278.865 (meters)    4195.74  (feet)  COMP
 LK0145  MODELED GRAV-     979,845.2   (mgal)                       NAVD 88
 LK0145
 LK0145  VERT ORDER  -  SECOND    CLASS 0
 LK0145
 LK0145.The horizontal coordinates were scaled from a topographic map and have
 LK0145.an estimated accuracy of +/- 6 seconds.
 LK0145
 LK0145.The orthometric height was determined by differential leveling
 LK0145.and adjusted by the National Geodetic Survey in June 1991..
 LK0145
 LK0145.The geoid height was determined by GEOID03.
 LK0145
 LK0145.The dynamic height is computed by dividing the NAVD 88
 LK0145.geopotential number by the normal gravity value computed on the
 LK0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0145.degrees latitude (g = 980.6199 gals.).
 LK0145
 LK0145.The modeled gravity was interpolated from observed gravity values.
 LK0145
 LK0145;                    North         East    Units  Estimated Accuracy
 LK0145;SPC CO N     -   458,220.    1,126,260.      MT  (+/- 180 meters Scaled)
 LK0145
 LK0145                          SUPERSEDED SURVEY CONTROL
 LK0145
 LK0145  NGVD 29 (??/??/92) 1279.246  (m)         4196.99   (f) ADJ UNCH    2 0
 LK0145
 LK0145.Superseded values are not recommended for survey control.
 LK0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0145.See file dsdata.txt to determine how the superseded data were derived.
 LK0145
 LK0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF695060(NAD 83)
 LK0145_MARKER: DB = BENCH MARK DISK
 LK0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0145_STAMPING: M 102 1935
 LK0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0145+STABILITY: SURFACE MOTION
 LK0145
 LK0145  HISTORY     - Date     Condition        Report By
 LK0145  HISTORY     - 1935     MONUMENTED       CGS
 LK0145  HISTORY     - 1938     GOOD             NGS
 LK0145
 LK0145                          STATION DESCRIPTION
 LK0145
 LK0145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 LK0145'1 MI E FROM GALIAN.
 LK0145'1.0 MILES EAST OF GALIAN, ALONG THE C.B. AND Q. RAILROAD, 0.4 OF A
 LK0145'MILE WEST OF MILEPOST 217, 110 FEET SOUTH OF THE CENTER OF THE TRACK,
 LK0145'22 FEET EAST OF A STEEL GATE, 1-1/2 FEET SOUTH OF A FENCE.  SET
 LK0145'HORIZONTAL IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0061 ***********************************************************************
 KM0061  DESIGNATION -  M 11
 KM0061  PID         -  KM0061
 KM0061  STATE/COUNTY-  CO/MESA
 KM0061  USGS QUAD   -  GRAND JUNCTION (1973)
 KM0061
 KM0061                         *CURRENT SURVEY CONTROL
 KM0061  ___________________________________________________________________
 KM0061* NAD 83(1986)-  39 00 21.     (N)    108 31 04.     (W)     SCALED    
 KM0061* NAVD 88     -      1408.099  (meters)    4619.74   (feet)  POSTED    
 KM0061  ___________________________________________________________________
 KM0061  GEOID HEIGHT-         -16.74  (meters)                     GEOID03
 KM0061  DYNAMIC HT  -        1406.730 (meters)    4615.25  (feet)  COMP
 KM0061  MODELED GRAV-     979,604.3   (mgal)                       NAVD 88
 KM0061
 KM0061  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KM0061
 KM0061.The horizontal coordinates were scaled from a topographic map and have
 KM0061.an estimated accuracy of +/- 6 seconds.
 KM0061
 KM0061.The orthometric height was determined by differential leveling
 KM0061.and adjusted by the National Geodetic Survey in 1992..
 KM0061.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KM0061.rate of 0.0 thru 1.0 mm/km.
 KM0061
 KM0061.The geoid height was determined by GEOID03.
 KM0061
 KM0061.The dynamic height is computed by dividing the NAVD 88
 KM0061.geopotential number by the normal gravity value computed on the
 KM0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0061.degrees latitude (g = 980.6199 gals.).
 KM0061
 KM0061.The modeled gravity was interpolated from observed gravity values.
 KM0061
 KM0061;                    North         East    Units  Estimated Accuracy
 KM0061;SPC CO C     -   439,300.      653,070.      MT  (+/- 180 meters Scaled)
 KM0061
 KM0061                          SUPERSEDED SURVEY CONTROL
 KM0061
 KM0061  NGVD 29 (??/??/92) 1407.048  (m)         4616.29   (f) ADJ UNCH    1 2
 KM0061
 KM0061.Superseded values are not recommended for survey control.
 KM0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0061.See file dsdata.txt to determine how the superseded data were derived.
 KM0061
 KM0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ149203(NAD 83)
 KM0061_MARKER: DB = BENCH MARK DISK
 KM0061_SETTING: 66 = SET IN ROCK OUTCROP
 KM0061_SP_SET: SANDSTONE ROCK
 KM0061_STAMPING: 4616.290 M 11 1926
 KM0061_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0061+STABILITY: POSITION/ELEVATION WELL
 KM0061
 KM0061  HISTORY     - Date     Condition        Report By
 KM0061  HISTORY     - 1926     MONUMENTED       CGS
 KM0061
 KM0061                          STATION DESCRIPTION
 KM0061
 KM0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 KM0061'5.2 MI NW FROM WHITEWATER.
 KM0061'5.2 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KM0061'FROM THE STATION AT WHITEWATER, MESA COUNTY, 60 FEET NORTH OF MILEPOST
 KM0061'D-417, 60 FEET EAST OF THE TRACK, 2-1/2 FEET HIGHER THAN THE TRACK,
 KM0061'AND IN THE TOP OF A LARGE SANDSTONE ROCK ABOUT 3-1/2 FEET ABOVE
 KM0061'GROUND.  A STANDARD DISK, STAMPED 4616.290 M 11 1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0723 ***********************************************************************
 KK0723  DESIGNATION -  M 11
 KK0723  PID         -  KK0723
 KK0723  STATE/COUNTY-  CO/JEFFERSON
 KK0723  USGS QUAD   -  PINE (1994)
 KK0723
 KK0723                         *CURRENT SURVEY CONTROL
 KK0723  ___________________________________________________________________
 KK0723* NAD 83(1986)-  39 24 32.     (N)    105 22 30.     (W)     SCALED    
 KK0723* NAVD 88     -      2113.838  (meters)    6935.15   (feet)  ADJUSTED  
 KK0723  ___________________________________________________________________
 KK0723  GEOID HEIGHT-         -13.84  (meters)                     GEOID03
 KK0723  DYNAMIC HT  -        2111.527 (meters)    6927.57  (feet)  COMP
 KK0723  MODELED GRAV-     979,458.1   (mgal)                       NAVD 88
 KK0723
 KK0723  VERT ORDER  -  FIRST     CLASS II
 KK0723
 KK0723.The horizontal coordinates were scaled from a topographic map and have
 KK0723.an estimated accuracy of +/- 6 seconds.
 KK0723
 KK0723.The orthometric height was determined by differential leveling
 KK0723.and adjusted by the National Geodetic Survey in June 1991..
 KK0723
 KK0723.The geoid height was determined by GEOID03.
 KK0723
 KK0723.The dynamic height is computed by dividing the NAVD 88
 KK0723.geopotential number by the normal gravity value computed on the
 KK0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0723.degrees latitude (g = 980.6199 gals.).
 KK0723
 KK0723.The modeled gravity was interpolated from observed gravity values.
 KK0723
 KK0723;                    North         East    Units  Estimated Accuracy
 KK0723;SPC CO C     -   479,710.      925,170.      MT  (+/- 180 meters Scaled)
 KK0723
 KK0723                          SUPERSEDED SURVEY CONTROL
 KK0723
 KK0723  NGVD 29 (??/??/92) 2112.630  (m)         6931.19   (f) ADJ UNCH    1 2
 KK0723
 KK0723.Superseded values are not recommended for survey control.
 KK0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0723.See file dsdata.txt to determine how the superseded data were derived.
 KK0723
 KK0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD677622(NAD 83)
 KK0723_MARKER: DD = SURVEY DISK
 KK0723_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0723_SP_SET: RETAINING WALL
 KK0723_STAMPING: M 11 6932.098
 KK0723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0723
 KK0723  HISTORY     - Date     Condition        Report By
 KK0723  HISTORY     - UNK      MONUMENTED       BOR
 KK0723  HISTORY     - 1951     GOOD             NGS
 KK0723  HISTORY     - 1955     GOOD             NGS
 KK0723
 KK0723                          STATION DESCRIPTION
 KK0723
 KK0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0723'3.5 MI SW FROM PINE GROVE.
 KK0723'3.5 MILES SOUTHWEST ALONG THE ABANDONED COLORADO AND SOUTHERN
 KK0723'RAILROAD GRADE FROM THE POST OFFICE AT PINE GROVE, AT THE FORMER
 KK0723'SITE OF CLIFFDALE, 158 FEET EAST OF THE SOUTHEAST CORNER OF A
 KK0723'TWO STORY WHITE HOUSE, 18 FEET NORTHEAST OF THE CENTER LINE OF A
 KK0723'TRACK ROAD, 6.5 FEET NORTHWEST OF BENCH MARK B.M. 329 (D.M.W.W.),
 KK0723'2 FEET ABOVE THE GROUND, ALONG THE SOUTHWEST EDGE OF ROARING GULCH,
 KK0723'SET IN THE TOP OF A CONCRETE RETAINING WALL.
 KK0723
 KK0723                          STATION RECOVERY (1955)
 KK0723
 KK0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0726 ***********************************************************************
 KK0726  DESIGNATION -  M 11 A
 KK0726  PID         -  KK0726
 KK0726  STATE/COUNTY-  CO/JEFFERSON
 KK0726  USGS QUAD   -  BAILEY (1987)
 KK0726
 KK0726                         *CURRENT SURVEY CONTROL
 KK0726  ___________________________________________________________________
 KK0726* NAD 83(1986)-  39 24 02.     (N)    105 23 45.     (W)     SCALED    
 KK0726* NAVD 88     -      2181.631  (meters)    7157.57   (feet)  ADJUSTED  
 KK0726  ___________________________________________________________________
 KK0726  GEOID HEIGHT-         -13.72  (meters)                     GEOID03
 KK0726  DYNAMIC HT  -        2179.216 (meters)    7149.64  (feet)  COMP
 KK0726  MODELED GRAV-     979,442.0   (mgal)                       NAVD 88
 KK0726
 KK0726  VERT ORDER  -  FIRST     CLASS II
 KK0726
 KK0726.The horizontal coordinates were scaled from a topographic map and have
 KK0726.an estimated accuracy of +/- 6 seconds.
 KK0726
 KK0726.The orthometric height was determined by differential leveling
 KK0726.and adjusted by the National Geodetic Survey in June 1991..
 KK0726
 KK0726.The geoid height was determined by GEOID03.
 KK0726
 KK0726.The dynamic height is computed by dividing the NAVD 88
 KK0726.geopotential number by the normal gravity value computed on the
 KK0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0726.degrees latitude (g = 980.6199 gals.).
 KK0726
 KK0726.The modeled gravity was interpolated from observed gravity values.
 KK0726
 KK0726;                    North         East    Units  Estimated Accuracy
 KK0726;SPC CO C     -   478,780.      923,370.      MT  (+/- 180 meters Scaled)
 KK0726
 KK0726                          SUPERSEDED SURVEY CONTROL
 KK0726
 KK0726  NGVD 29 (??/??/92) 2180.394  (m)         7153.51   (f) ADJ UNCH    1 2
 KK0726
 KK0726.Superseded values are not recommended for survey control.
 KK0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0726.See file dsdata.txt to determine how the superseded data were derived.
 KK0726
 KK0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD659613(NAD 83)
 KK0726_MARKER: DD = SURVEY DISK
 KK0726_SETTING: 66 = SET IN ROCK OUTCROP
 KK0726_SP_SET: OUTCROP
 KK0726_STAMPING: M 11 A 7154.507
 KK0726_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0726+STABILITY: POSITION/ELEVATION WELL
 KK0726
 KK0726  HISTORY     - Date     Condition        Report By
 KK0726  HISTORY     - UNK      MONUMENTED       BOR
 KK0726  HISTORY     - 1951     GOOD             NGS
 KK0726  HISTORY     - 1955     GOOD             NGS
 KK0726
 KK0726                          STATION DESCRIPTION
 KK0726
 KK0726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0726'5.9 MI SW FROM PINE GROVE.
 KK0726'5.9 MILES SOUTHWEST ALONG THE ABANDONED COLORADO AND SOUTHERN
 KK0726'RAILROAD GRADE FROM THE POST OFFICE AT PINE GROVE, AT THE JUNCTION
 KK0726'OF DEER CREEK AND THE NORTH FORK OF THE SOUTH PLATTE RIVER, 12
 KK0726'FEET NORTH OF THE NORTH CORNER OF TRESTLE 48.35, 12 FEET NORTHWEST
 KK0726'OF THE CENTER LINE OF THE OLD RAILROAD GRADE, 0.8 FOOT ABOVE THE
 KK0726'GROUND, SET IN THE TOP OF A 4X14 FOOT ROCK OUTCROP.
 KK0726
 KK0726                          STATION RECOVERY (1955)
 KK0726
 KK0726'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0284 ***********************************************************************
 JK0284  DESIGNATION -  M 110
 JK0284  PID         -  JK0284
 JK0284  STATE/COUNTY-  CO/EL PASO
 JK0284  USGS QUAD   -  CHEYENNE MOUNTAIN (1994)
 JK0284
 JK0284                         *CURRENT SURVEY CONTROL
 JK0284  ___________________________________________________________________
 JK0284* NAD 83(1986)-  38 41 54.     (N)    104 50 07.     (W)     SCALED    
 JK0284* NAVD 88     -      1916.656  (meters)    6288.23   (feet)  ADJUSTED  
 JK0284  ___________________________________________________________________
 JK0284  GEOID HEIGHT-         -17.03  (meters)                     GEOID03
 JK0284  DYNAMIC HT  -        1914.548 (meters)    6281.31  (feet)  COMP
 JK0284  MODELED GRAV-     979,460.3   (mgal)                       NAVD 88
 JK0284
 JK0284  VERT ORDER  -  SECOND    CLASS 0
 JK0284
 JK0284.The horizontal coordinates were scaled from a topographic map and have
 JK0284.an estimated accuracy of +/- 6 seconds.
 JK0284
 JK0284.The orthometric height was determined by differential leveling
 JK0284.and adjusted by the National Geodetic Survey in June 1991..
 JK0284
 JK0284.The geoid height was determined by GEOID03.
 JK0284
 JK0284.The dynamic height is computed by dividing the NAVD 88
 JK0284.geopotential number by the normal gravity value computed on the
 JK0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0284.degrees latitude (g = 980.6199 gals.).
 JK0284
 JK0284.The modeled gravity was interpolated from observed gravity values.
 JK0284
 JK0284;                    North         East    Units  Estimated Accuracy
 JK0284;SPC CO C     -   401,030.      972,230.      MT  (+/- 180 meters Scaled)
 JK0284
 JK0284                          SUPERSEDED SURVEY CONTROL
 JK0284
 JK0284  NGVD 29 (??/??/92) 1915.603  (m)         6284.77   (f) ADJ UNCH    2 0
 JK0284
 JK0284.Superseded values are not recommended for survey control.
 JK0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0284.See file dsdata.txt to determine how the superseded data were derived.
 JK0284
 JK0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC143833(NAD 83)
 JK0284_MARKER: DB = BENCH MARK DISK
 JK0284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0284_STAMPING: M 110 1935
 JK0284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0284+STABILITY: SURFACE MOTION
 JK0284
 JK0284  HISTORY     - Date     Condition        Report By
 JK0284  HISTORY     - 1935     MONUMENTED       CGS
 JK0284  HISTORY     - 1971     MARK NOT FOUND   LOCENG
 JK0284  HISTORY     - 1984     GOOD             NGS
 JK0284
 JK0284                          STATION DESCRIPTION
 JK0284
 JK0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JK0284'11.3 MI S FROM COLORADO SPRINGS.
 JK0284'11.3 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 JK0284'COLORADO SPRINGS, THENCE 8.8 MILES SOUTH ALONG STATE HIGHWAY 115,
 JK0284'57 FEET NORTHEAST OF THE NORTH END OF THE EAST STONE HEADWALL OF
 JK0284'A 12-INCH CONCRETE CULVERT, 30 FEET NORTH OF THE CENTERLINE OF A
 JK0284'PRIVATE ROAD LEADING EAST, AND 45 FEET EAST OF THE CENTERLINE OF
 JK0284'THE HIGHWAY.  A STANDARD DISK, STAMPED M 110 1935 AND SET IN THE
 JK0284'TOP OF A CONCRETE POST.
 JK0284
 JK0284                          STATION RECOVERY (1971)
 JK0284
 JK0284'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971
 JK0284'MARK NOT FOUND.
 JK0284
 JK0284                          STATION RECOVERY (1984)
 JK0284
 JK0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0284'ABOUT 4.0 KM (2.5 MI) SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST
 JK0284'OFFICE AT COLORADO SPRINGS, THENCE 12.6 KM (7.8 MI) SOUTH ALONG STATE
 JK0284'HIGHWAY 115, THENCE 0.4 KM (0.25 MI) NORTHWEST ON OLD CANYON CITY
 JK0284'ROAD, AT THE RESIDENCE ON 9325 OLD CANYON CITY ROAD, 17.4 M (52 FT)
 JK0284'NORTHEAST OF THE NORTH END OF THE EAST STONE HEADWALL OF A 12-INCH
 JK0284'CONCRETE CULVERT, 14.9 M (49 FT) EAST OF THE CENTERLINE OF THE ROAD,
 JK0284'9.1 M (30 FT) NORTH OF THE CENTER OF A DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0371 ***********************************************************************
 KJ0371  DESIGNATION -  M 12
 KJ0371  PID         -  KJ0371
 KJ0371  STATE/COUNTY-  CO/CHEYENNE
 KJ0371  USGS QUAD   -  EAST OF ROCK CREEK (1984)
 KJ0371
 KJ0371                         *CURRENT SURVEY CONTROL
 KJ0371  ___________________________________________________________________
 KJ0371* NAD 83(1986)-  39 00 05.     (N)    102 21 12.     (W)     SCALED    
 KJ0371* NAVD 88     -      1326.722  (meters)    4352.75   (feet)  ADJUSTED  
 KJ0371  ___________________________________________________________________
 KJ0371  GEOID HEIGHT-         -22.92  (meters)                     GEOID03
 KJ0371  DYNAMIC HT  -        1325.507 (meters)    4348.77  (feet)  COMP
 KJ0371  MODELED GRAV-     979,665.6   (mgal)                       NAVD 88
 KJ0371
 KJ0371  VERT ORDER  -  FIRST     CLASS II
 KJ0371
 KJ0371.The horizontal coordinates were scaled from a topographic map and have
 KJ0371.an estimated accuracy of +/- 6 seconds.
 KJ0371
 KJ0371.The orthometric height was determined by differential leveling
 KJ0371.and adjusted by the National Geodetic Survey in June 1991..
 KJ0371
 KJ0371.The geoid height was determined by GEOID03.
 KJ0371
 KJ0371.The dynamic height is computed by dividing the NAVD 88
 KJ0371.geopotential number by the normal gravity value computed on the
 KJ0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0371.degrees latitude (g = 980.6199 gals.).
 KJ0371
 KJ0371.The modeled gravity was interpolated from observed gravity values.
 KJ0371
 KJ0371;                    North         East    Units  Estimated Accuracy
 KJ0371;SPC CO C     -   439,180.    1,186,910.      MT  (+/- 180 meters Scaled)
 KJ0371
 KJ0371                          SUPERSEDED SURVEY CONTROL
 KJ0371
 KJ0371  NGVD 29 (??/??/92) 1326.187  (m)         4351.00   (f) ADJ UNCH    1 2
 KJ0371
 KJ0371.Superseded values are not recommended for survey control.
 KJ0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0371.See file dsdata.txt to determine how the superseded data were derived.
 KJ0371
 KJ0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD291202(NAD 83)
 KJ0371_MARKER: DB = BENCH MARK DISK
 KJ0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0371_STAMPING: 4351.002 M 12 1926
 KJ0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0371+STABILITY: SURFACE MOTION
 KJ0371
 KJ0371  HISTORY     - Date     Condition        Report By
 KJ0371  HISTORY     - 1926     MONUMENTED       CGS
 KJ0371  HISTORY     - 1942     GOOD             NGS
 KJ0371
 KJ0371                          STATION DESCRIPTION
 KJ0371
 KJ0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KJ0371'12.4 MI N FROM CHEYENNE WELLS.
 KJ0371'12.4 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE COUNTY COURTHOUSE
 KJ0371'AT CHEYENNE WELLS, 114 FEET NORTHWEST OF THE CENTER OF A SHARP CURVE,
 KJ0371'42 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF SECTION-LINE
 KJ0371'CROSS ROADS, 31 FEET EAST OF THE CENTERLINE OF THE ROAD LEADING
 KJ0371'NORTH, 27 FEET NORTH OF THE ROAD LEADING WEST, 18 FEET SOUTH OF A
 KJ0371'FENCE CORNER, 7 FEET SOUTHWEST OF A POLE, AND 3 FEET SOUTH OF A WHITE
 KJ0371'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED 4351.002 M 12 1926
 KJ0371'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FOOT ABOVE
 KJ0371'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0732 ***********************************************************************
 KK0732  DESIGNATION -  M 12
 KK0732  PID         -  KK0732
 KK0732  STATE/COUNTY-  CO/PARK
 KK0732  USGS QUAD   -  BAILEY (1987)
 KK0732
 KK0732                         *CURRENT SURVEY CONTROL
 KK0732  ___________________________________________________________________
 KK0732* NAD 83(1986)-  39 23 24.     (N)    105 26 37.     (W)     SCALED    
 KK0732* NAVD 88     -      2320.383  (meters)    7612.79   (feet)  ADJUSTED  
 KK0732  ___________________________________________________________________
 KK0732  GEOID HEIGHT-         -13.42  (meters)                     GEOID03
 KK0732  DYNAMIC HT  -        2317.792 (meters)    7604.29  (feet)  COMP
 KK0732  MODELED GRAV-     979,426.5   (mgal)                       NAVD 88
 KK0732
 KK0732  VERT ORDER  -  FIRST     CLASS II
 KK0732
 KK0732.The horizontal coordinates were scaled from a topographic map and have
 KK0732.an estimated accuracy of +/- 6 seconds.
 KK0732
 KK0732.The orthometric height was determined by differential leveling
 KK0732.and adjusted by the National Geodetic Survey in June 1991..
 KK0732
 KK0732.The geoid height was determined by GEOID03.
 KK0732
 KK0732.The dynamic height is computed by dividing the NAVD 88
 KK0732.geopotential number by the normal gravity value computed on the
 KK0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0732.degrees latitude (g = 980.6199 gals.).
 KK0732
 KK0732.The modeled gravity was interpolated from observed gravity values.
 KK0732
 KK0732;                    North         East    Units  Estimated Accuracy
 KK0732;SPC CO C     -   477,610.      919,260.      MT  (+/- 180 meters Scaled)
 KK0732
 KK0732                          SUPERSEDED SURVEY CONTROL
 KK0732
 KK0732  NGVD 29 (??/??/92) 2319.124  (m)         7608.66   (f) ADJ UNCH    1 2
 KK0732
 KK0732.Superseded values are not recommended for survey control.
 KK0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0732.See file dsdata.txt to determine how the superseded data were derived.
 KK0732
 KK0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD617601(NAD 83)
 KK0732_MARKER: DD = SURVEY DISK
 KK0732_SETTING: 66 = SET IN ROCK OUTCROP
 KK0732_SP_SET: OUTCROP
 KK0732_STAMPING: M 12 7609.722
 KK0732_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0732+STABILITY: POSITION/ELEVATION WELL
 KK0732_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK0732+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2001
 KK0732
 KK0732  HISTORY     - Date     Condition        Report By
 KK0732  HISTORY     - UNK      MONUMENTED       BOR
 KK0732  HISTORY     - 1951     GOOD             NGS
 KK0732  HISTORY     - 1955     GOOD             NGS
 KK0732  HISTORY     - 20010816 GOOD             USGS
 KK0732
 KK0732                          STATION DESCRIPTION
 KK0732
 KK0732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0732'2.2 MI E FROM BAILEY.
 KK0732'0.55 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 KK0732'BAILEY, THENCE 1.65 MILES EAST ALONG THE ABANDONED COLORADO AND
 KK0732'SOUTHERN RAILROAD BED, 0.75 MILE WEST OF THE OLD RAILROAD STATION
 KK0732'AT ESTABROOK WHICH IS NOW A FARMHOUSE, 253 FEET NORTHWEST OF A POWER
 KK0732'POLE, 145 FEET EAST OF A LARGE BOULDER WHICH PROJECTS 20 FEET ABOVE
 KK0732'THE GROUND, 12 FEET NORTH OF THE CENTER LINE OF THE OLD RAILROAD
 KK0732'GRADE, 2.4 FEET ABOVE THE GROUND, SET IN THE TOP OF A GRANITE
 KK0732'OUTCROP.
 KK0732
 KK0732                          STATION RECOVERY (1955)
 KK0732
 KK0732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0732'RECOVERED IN GOOD CONDITION.
 KK0732
 KK0732                          STATION RECOVERY (2001)
 KK0732
 KK0732'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2001 (JRB)
 KK0732'OLD DESCRIPTION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0733 ***********************************************************************
 KK0733  DESIGNATION -  M 13
 KK0733  PID         -  KK0733
 KK0733  STATE/COUNTY-  CO/PARK
 KK0733  USGS QUAD   -  BAILEY (1987)
 KK0733
 KK0733                         *CURRENT SURVEY CONTROL
 KK0733  ___________________________________________________________________
 KK0733* NAD 83(1986)-  39 23 35.     (N)    105 27 08.     (W)     SCALED    
 KK0733* NAVD 88     -      2335.479  (meters)    7662.32   (feet)  ADJUSTED  
 KK0733  ___________________________________________________________________
 KK0733  GEOID HEIGHT-         -13.37  (meters)                     GEOID03
 KK0733  DYNAMIC HT  -        2332.869 (meters)    7653.75  (feet)  COMP
 KK0733  MODELED GRAV-     979,424.9   (mgal)                       NAVD 88
 KK0733
 KK0733  VERT ORDER  -  FIRST     CLASS II
 KK0733
 KK0733.The horizontal coordinates were scaled from a topographic map and have
 KK0733.an estimated accuracy of +/- 6 seconds.
 KK0733
 KK0733.The orthometric height was determined by differential leveling
 KK0733.and adjusted by the National Geodetic Survey in June 1991..
 KK0733
 KK0733.The geoid height was determined by GEOID03.
 KK0733
 KK0733.The dynamic height is computed by dividing the NAVD 88
 KK0733.geopotential number by the normal gravity value computed on the
 KK0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0733.degrees latitude (g = 980.6199 gals.).
 KK0733
 KK0733.The modeled gravity was interpolated from observed gravity values.
 KK0733
 KK0733;                    North         East    Units  Estimated Accuracy
 KK0733;SPC CO C     -   477,940.      918,520.      MT  (+/- 180 meters Scaled)
 KK0733
 KK0733                          SUPERSEDED SURVEY CONTROL
 KK0733
 KK0733  NGVD 29 (??/??/92) 2334.218  (m)         7658.18   (f) ADJ UNCH    1 2
 KK0733
 KK0733.Superseded values are not recommended for survey control.
 KK0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0733.See file dsdata.txt to determine how the superseded data were derived.
 KK0733
 KK0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD610604(NAD 83)
 KK0733_MARKER: DD = SURVEY DISK
 KK0733_SETTING: 66 = SET IN ROCK OUTCROP
 KK0733_SP_SET: OUTCROP
 KK0733_STAMPING: M 13 7659.254
 KK0733_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0733+STABILITY: POSITION/ELEVATION WELL
 KK0733
 KK0733  HISTORY     - Date     Condition        Report By
 KK0733  HISTORY     - UNK      MONUMENTED       BOR
 KK0733  HISTORY     - 1951     GOOD             NGS
 KK0733  HISTORY     - 1955     GOOD             NGS
 KK0733
 KK0733                          STATION DESCRIPTION
 KK0733
 KK0733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0733'1.6 MI E FROM BAILEY.
 KK0733'0.55 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 KK0733'BAILEY, THENCE 1.05 MILES EAST ALONG THE ABANDONED COLORADO AND
 KK0733'SOUTHERN RAILROAD GRADE, AT INSMONT CAMP, 1.35 MILES WEST OF THE
 KK0733'SITE OF ESTABROOK, 95 FEET NORTH OF A LOG HOUSE, 16.3 FEET NORTHEAST
 KK0733'OF A POWER POLE, 8 FEET NORTH OF THE CENTER LINE OF THE OLD RAILROAD
 KK0733'GRADE, SET IN THE TOP OF A GRANITE OUTCROP.
 KK0733
 KK0733                          STATION RECOVERY (1955)
 KK0733
 KK0733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0324 ***********************************************************************
 LM0324  DESIGNATION -  M 132
 LM0324  PID         -  LM0324
 LM0324  STATE/COUNTY-  CO/ROUTT
 LM0324  USGS QUAD   -  MAD CREEK (1962)
 LM0324
 LM0324                         *CURRENT SURVEY CONTROL
 LM0324  ___________________________________________________________________
 LM0324* NAD 83(1986)-  40 36 22.     (N)    106 55 37.     (W)     SCALED    
 LM0324* NAVD 88     -      2128.724  (meters)    6983.99   (feet)  ADJUSTED  
 LM0324  ___________________________________________________________________
 LM0324  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 LM0324  DYNAMIC HT  -        2126.633 (meters)    6977.13  (feet)  COMP
 LM0324  MODELED GRAV-     979,566.6   (mgal)                       NAVD 88
 LM0324
 LM0324  VERT ORDER  -  SECOND    CLASS 0
 LM0324
 LM0324.The horizontal coordinates were scaled from a topographic map and have
 LM0324.an estimated accuracy of +/- 6 seconds.
 LM0324
 LM0324.The orthometric height was determined by differential leveling
 LM0324.and adjusted by the National Geodetic Survey in June 1991..
 LM0324
 LM0324.The geoid height was determined by GEOID03.
 LM0324
 LM0324.The dynamic height is computed by dividing the NAVD 88
 LM0324.geopotential number by the normal gravity value computed on the
 LM0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0324.degrees latitude (g = 980.6199 gals.).
 LM0324
 LM0324.The modeled gravity was interpolated from observed gravity values.
 LM0324
 LM0324;                    North         East    Units  Estimated Accuracy
 LM0324;SPC CO N     -   447,090.      793,640.      MT  (+/- 180 meters Scaled)
 LM0324
 LM0324                          SUPERSEDED SURVEY CONTROL
 LM0324
 LM0324  NGVD 29 (??/??/92) 2127.452  (m)         6979.82   (f) ADJ UNCH    2 0
 LM0324
 LM0324.Superseded values are not recommended for survey control.
 LM0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0324.See file dsdata.txt to determine how the superseded data were derived.
 LM0324
 LM0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE369968(NAD 83)
 LM0324_MARKER: DB = BENCH MARK DISK
 LM0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0324_STAMPING: M 132 1934
 LM0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0324+STABILITY: SURFACE MOTION
 LM0324
 LM0324  HISTORY     - Date     Condition        Report By
 LM0324  HISTORY     - 1934     MONUMENTED       CGS
 LM0324
 LM0324                          STATION DESCRIPTION
 LM0324
 LM0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LM0324'8.3 MI S FROM CLARK.
 LM0324'8.3 MILES SOUTH ALONG STATE HIGHWAY 129 FROM CLARK, ROUTT COUNTY, 420
 LM0324'FEET EAST OF THE A. JACOBS RANCH HOUSE, ON THE CREST OF A SUMMIT, 105
 LM0324'FEET SOUTH OF A WATERCOURSE, AND 27 FEET EAST OF THE CENTERLINE OF THE
 LM0324'HIGHWAY.  A STANDARD DISK, STAMPED M 132 1934 AND SET IN THE TOP OF A
 LM0324'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0132 ***********************************************************************
 LM0132  DESIGNATION -  M 133
 LM0132  PID         -  LM0132
 LM0132  STATE/COUNTY-  CO/GRAND
 LM0132  USGS QUAD   -  RADIAL MOUNTAIN (1956)
 LM0132
 LM0132                         *CURRENT SURVEY CONTROL
 LM0132  ___________________________________________________________________
 LM0132* NAD 83(1986)-  40 15 17.     (N)    106 04 47.     (W)     SCALED    
 LM0132* NAVD 88     -      2617.590  (meters)    8587.88   (feet)  ADJUSTED  
 LM0132  ___________________________________________________________________
 LM0132  GEOID HEIGHT-         -12.22  (meters)                     GEOID03
 LM0132  DYNAMIC HT  -        2614.627 (meters)    8578.16  (feet)  COMP
 LM0132  MODELED GRAV-     979,398.8   (mgal)                       NAVD 88
 LM0132
 LM0132  VERT ORDER  -  FIRST     CLASS II
 LM0132
 LM0132.The horizontal coordinates were scaled from a topographic map and have
 LM0132.an estimated accuracy of +/- 6 seconds.
 LM0132
 LM0132.The orthometric height was determined by differential leveling
 LM0132.and adjusted by the National Geodetic Survey in June 1991..
 LM0132
 LM0132.The geoid height was determined by GEOID03.
 LM0132
 LM0132.The dynamic height is computed by dividing the NAVD 88
 LM0132.geopotential number by the normal gravity value computed on the
 LM0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0132.degrees latitude (g = 980.6199 gals.).
 LM0132
 LM0132.The modeled gravity was interpolated from observed gravity values.
 LM0132
 LM0132;                    North         East    Units  Estimated Accuracy
 LM0132;SPC CO N     -   407,260.      865,080.      MT  (+/- 180 meters Scaled)
 LM0132
 LM0132                          SUPERSEDED SURVEY CONTROL
 LM0132
 LM0132  NGVD 29 (??/??/92) 2616.114  (m)         8583.03   (f) ADJ UNCH    1 2
 LM0132
 LM0132.Superseded values are not recommended for survey control.
 LM0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0132.See file dsdata.txt to determine how the superseded data were derived.
 LM0132
 LM0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE081565(NAD 83)
 LM0132_MARKER: DB = BENCH MARK DISK
 LM0132_SETTING: 80 = SET IN A BOULDER
 LM0132_SP_SET: BOULDER
 LM0132_STAMPING: M 133 1934
 LM0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0132+STABILITY: SURFACE MOTION
 LM0132
 LM0132  HISTORY     - Date     Condition        Report By
 LM0132  HISTORY     - 1934     MONUMENTED       CGS
 LM0132  HISTORY     - 1954     GOOD             NGS
 LM0132
 LM0132                          STATION DESCRIPTION
 LM0132
 LM0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LM0132'16.05 MI N FROM GRANBY.
 LM0132'3.3 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT GRANBY,
 LM0132'THENCE 12.75 MILES NORTH ALONG STATE HIGHWAY 125, 47 FEET SOUTHWEST OF
 LM0132'THE CENTER LINE OF THE HIGHWAY, 10 FEET SOUTHWEST OF A WITNESS POST,
 LM0132'50 FEET SOUTH OF THE WEST END OF A PIPE CULVERT, 1.2 FEET ABOVE THE
 LM0132'GROUND, SET IN THE TOP OF A 3X4 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0899 ***********************************************************************
 LL0899  DESIGNATION -  M 134
 LL0899  PID         -  LL0899
 LL0899  STATE/COUNTY-  CO/LARIMER
 LL0899  USGS QUAD   -  CHAMBERS LAKE (1977)
 LL0899
 LL0899                         *CURRENT SURVEY CONTROL
 LL0899  ___________________________________________________________________
 LL0899* NAD 83(1986)-  40 33 46.     (N)    105 51 56.     (W)     SCALED    
 LL0899* NAVD 88     -      2985.736  (meters)    9795.70   (feet)  ADJUSTED  
 LL0899  ___________________________________________________________________
 LL0899  GEOID HEIGHT-         -11.26  (meters)                     GEOID03
 LL0899  DYNAMIC HT  -        2982.327 (meters)    9784.52  (feet)  COMP
 LL0899  MODELED GRAV-     979,373.9   (mgal)                       NAVD 88
 LL0899
 LL0899  VERT ORDER  -  SECOND    CLASS 0
 LL0899
 LL0899.The horizontal coordinates were scaled from a topographic map and have
 LL0899.an estimated accuracy of +/- 6 seconds.
 LL0899
 LL0899.The orthometric height was determined by differential leveling
 LL0899.and adjusted by the National Geodetic Survey in June 1991..
 LL0899
 LL0899.The geoid height was determined by GEOID03.
 LL0899
 LL0899.The dynamic height is computed by dividing the NAVD 88
 LL0899.geopotential number by the normal gravity value computed on the
 LL0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0899.degrees latitude (g = 980.6199 gals.).
 LL0899
 LL0899.The modeled gravity was interpolated from observed gravity values.
 LL0899
 LL0899;                    North         East    Units  Estimated Accuracy
 LL0899;SPC CO N     -   441,370.      883,440.      MT  (+/- 180 meters Scaled)
 LL0899
 LL0899                          SUPERSEDED SURVEY CONTROL
 LL0899
 LL0899  NGVD 29 (??/??/92) 2984.193  (m)         9790.64   (f) ADJ UNCH    2 0
 LL0899
 LL0899.Superseded values are not recommended for survey control.
 LL0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0899.See file dsdata.txt to determine how the superseded data were derived.
 LL0899
 LL0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE267905(NAD 83)
 LL0899_MARKER: DB = BENCH MARK DISK
 LL0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0899_STAMPING: M 134 1934
 LL0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0899+STABILITY: SURFACE MOTION
 LL0899
 LL0899  HISTORY     - Date     Condition        Report By
 LL0899  HISTORY     - 1934     MONUMENTED       CGS
 LL0899
 LL0899                          STATION DESCRIPTION
 LL0899
 LL0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0899'4.2 MI S FROM CHAMBERS LAKE.
 LL0899'4.2 MILES SOUTH OF, ALONG HWY. 14, 325 FEET WEST OF PROMINENT KNOLL
 LL0899'AT GROUP OF SHACKS SOUTH OF ROAD, ON OUTSIDE OF CURVE IN ROAD, 105
 LL0899'FEET SOUTHWEST OF RED ROCK OUTCROP ON HIGHEST PART OF CUT, 30 FEET
 LL0899'NORTHWEST OF CENTERLINE OF ROAD AND 4.5 FEET ABOVE THE LEVEL OF THE
 LL0899'ROAD.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0452 ***********************************************************************
 LL0452  DESIGNATION -  M 135 RESET
 LL0452  PID         -  LL0452
 LL0452  STATE/COUNTY-  CO/LARIMER
 LL0452  USGS QUAD   -  POUDRE PARK (1962)
 LL0452
 LL0452                         *CURRENT SURVEY CONTROL
 LL0452  ___________________________________________________________________
 LL0452* NAD 83(1986)-  40 41 13.     (N)    105 21 57.     (W)     SCALED    
 LL0452* NAVD 88     -      1790.48   (meters)    5874.3    (feet)  RESET     
 LL0452  ___________________________________________________________________
 LL0452  GEOID HEIGHT-         -13.34  (meters)                     GEOID03
 LL0452
 LL0452  VERT ORDER  -  THIRD
 LL0452
 LL0452.The horizontal coordinates were scaled from a topographic map and have
 LL0452.an estimated accuracy of +/- 6 seconds.
 LL0452
 LL0452.The orthometric height was computed from unverified reset data.
 LL0452
 LL0452.The geoid height was determined by GEOID03.
 LL0452
 LL0452;                    North         East    Units  Estimated Accuracy
 LL0452;SPC CO N     -   455,110.      925,740.      MT  (+/- 180 meters Scaled)
 LL0452
 LL0452                          SUPERSEDED SURVEY CONTROL
 LL0452
 LL0452.No superseded survey control is available for this station.
 LL0452
 LL0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF690040(NAD 83)
 LL0452_MARKER: DB = BENCH MARK DISK
 LL0452_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LL0452_SP_SET: LARGE GRANITE ROCK
 LL0452_STAMPING: M 135 RESET 1949
 LL0452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0452
 LL0452  HISTORY     - Date     Condition        Report By
 LL0452  HISTORY     - 1949     MONUMENTED       CGS
 LL0452  HISTORY     - 1950     GOOD             NGS
 LL0452
 LL0452                          STATION DESCRIPTION
 LL0452
 LL0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 LL0452'13.5 MI W FROM TEDS PLACE.
 LL0452'13.5 MILES WEST ALONG STATE HIGHWAY 14 FROM THE JUNCTION WITH US
 LL0452'HIGHWAY 287 AT TEDS PLACE, LARIMER COUNTY, AT THE THOMPSON RESORT,
 LL0452'131 FEET SOUTH ACROSS THE HIGHWAY FROM THE SOUTHWEST CORNER OF A
 LL0452'STORE AND DANCE HALL, 104 FEET SOUTH OF THE SOUTHWEST CORNER OF
 LL0452'THE FIRST CABIN WEST OF THE STORE BUILDING, AND IN THE BASE OF A
 LL0452'LARGE GRANITE ROCK. A STANDARD DISK STAMPED M 135 RESET 1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0259 ***********************************************************************
 LL0259  DESIGNATION -  M 136
 LL0259  PID         -  LL0259
 LL0259  STATE/COUNTY-  CO/WELD
 LL0259  USGS QUAD   -  WINDSOR (1969)
 LL0259
 LL0259                         *CURRENT SURVEY CONTROL
 LL0259  ___________________________________________________________________
 LL0259* NAD 83(1986)-  40 29 37.     (N)    104 55 36.     (W)     SCALED    
 LL0259* NAVD 88     -      1467.580  (meters)    4814.89   (feet)  ADJUSTED  
 LL0259  ___________________________________________________________________
 LL0259  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 LL0259  DYNAMIC HT  -        1466.337 (meters)    4810.81  (feet)  COMP
 LL0259  MODELED GRAV-     979,727.2   (mgal)                       NAVD 88
 LL0259
 LL0259  VERT ORDER  -  SECOND    CLASS 0
 LL0259
 LL0259.The horizontal coordinates were scaled from a topographic map and have
 LL0259.an estimated accuracy of +/- 6 seconds.
 LL0259
 LL0259.The orthometric height was determined by differential leveling
 LL0259.and adjusted by the National Geodetic Survey in June 1991..
 LL0259
 LL0259.The geoid height was determined by GEOID03.
 LL0259
 LL0259.The dynamic height is computed by dividing the NAVD 88
 LL0259.geopotential number by the normal gravity value computed on the
 LL0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0259.degrees latitude (g = 980.6199 gals.).
 LL0259
 LL0259.The modeled gravity was interpolated from observed gravity values.
 LL0259
 LL0259;                    North         East    Units  Estimated Accuracy
 LL0259;SPC CO N     -   433,790.      963,010.      MT  (+/- 180 meters Scaled)
 LL0259
 LL0259                          SUPERSEDED SURVEY CONTROL
 LL0259
 LL0259  NGVD 29 (??/??/92) 1466.648  (m)         4811.83   (f) ADJ UNCH    2 0
 LL0259
 LL0259.Superseded values are not recommended for survey control.
 LL0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0259.See file dsdata.txt to determine how the superseded data were derived.
 LL0259
 LL0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE062825(NAD 83)
 LL0259_MARKER: DB = BENCH MARK DISK
 LL0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0259_STAMPING: M 136 1934
 LL0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0259+STABILITY: SURFACE MOTION
 LL0259
 LL0259  HISTORY     - Date     Condition        Report By
 LL0259  HISTORY     - 1934     MONUMENTED       CGS
 LL0259  HISTORY     - 1959     MARK NOT FOUND   USGS
 LL0259
 LL0259                          STATION DESCRIPTION
 LL0259
 LL0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0259'AT AVERY SIDING.
 LL0259'45 FEET NORTHEAST OF SIDING SWITCH AT WEST END OF AVERY SIDING, 110
 LL0259'FEET WEST OF CENTERLINE OF INTERSECTION OF COUNTY ROAD WITH THE R.R.
 LL0259'TRACK, 95 FEET EAST OF IRON POST MARKING BEND IN PIPE LINE, 35 FEET
 LL0259'NORTHEAST OF CENTERLINE OF TRACK AND 14 FEET WEST OF THE PROJECTED
 LL0259'LINE OF THE WEST SIDE OF THE RUFF RESIDENCE.  TABLET SET IN PRECAST
 LL0259'CONCRETE POST.
 LL0259
 LL0259                          STATION RECOVERY (1959)
 LL0259
 LL0259'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LL0259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0549 ***********************************************************************
 LL0549  DESIGNATION -  M 137
 LL0549  PID         -  LL0549
 LL0549  STATE/COUNTY-  CO/LARIMER
 LL0549  USGS QUAD   -  VIRGINIA DALE (1967)
 LL0549
 LL0549                         *CURRENT SURVEY CONTROL
 LL0549  ___________________________________________________________________
 LL0549* NAD 83(1986)-  40 55 13.     (N)    105 19 36.     (W)     SCALED    
 LL0549* NAVD 88     -      2069.143  (meters)    6788.51   (feet)  ADJUSTED  
 LL0549  ___________________________________________________________________
 LL0549  GEOID HEIGHT-         -13.24  (meters)                     GEOID03
 LL0549  DYNAMIC HT  -        2067.265 (meters)    6782.35  (feet)  COMP
 LL0549  MODELED GRAV-     979,642.2   (mgal)                       NAVD 88
 LL0549
 LL0549  VERT ORDER  -  SECOND    CLASS 0
 LL0549
 LL0549.The horizontal coordinates were scaled from a topographic map and have
 LL0549.an estimated accuracy of +/- 6 seconds.
 LL0549
 LL0549.The orthometric height was determined by differential leveling
 LL0549.and adjusted by the National Geodetic Survey in June 1991..
 LL0549
 LL0549.The geoid height was determined by GEOID03.
 LL0549
 LL0549.The dynamic height is computed by dividing the NAVD 88
 LL0549.geopotential number by the normal gravity value computed on the
 LL0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0549.degrees latitude (g = 980.6199 gals.).
 LL0549
 LL0549.The modeled gravity was interpolated from observed gravity values.
 LL0549
 LL0549;                    North         East    Units  Estimated Accuracy
 LL0549;SPC CO N     -   481,020.      929,000.      MT  (+/- 180 meters Scaled)
 LL0549
 LL0549                          SUPERSEDED SURVEY CONTROL
 LL0549
 LL0549  NGVD 29 (??/??/92) 2068.045  (m)         6784.91   (f) ADJ UNCH    2 0
 LL0549
 LL0549.Superseded values are not recommended for survey control.
 LL0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0549.See file dsdata.txt to determine how the superseded data were derived.
 LL0549
 LL0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF724299(NAD 83)
 LL0549_MARKER: DB = BENCH MARK DISK
 LL0549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0549_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0549_STAMPING: M 137 1934
 LL0549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0549+STABILITY: SURFACE MOTION
 LL0549
 LL0549  HISTORY     - Date     Condition        Report By
 LL0549  HISTORY     - 1934     MONUMENTED       CGS
 LL0549
 LL0549                          STATION DESCRIPTION
 LL0549
 LL0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0549'2.8 MI SE FROM VIRGINIA DALE.
 LL0549'2.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM VIRGINIA DALE,
 LL0549'LARIMER COUNTY, 420 FEET NORTHWEST OF THE BRIDGE OVER SIX MILE
 LL0549'CREEK, 150 FEET NORTHWEST OF THE RED TOP SERVICE STATION, ON
 LL0549'THE EXACT CREST OF A RIDGE, 49 FEET SOUTHWEST OF THE CENTERLINE
 LL0549'OF THE HIGHWAY, 35 FEET SOUTH OF A CONCRETE RIGHT-OF-WAY POST,
 LL0549'AND 6 FEET SOUTHEAST OF THE NORTHWEST CONCRETE RIGHT-OF-WAY POST.
 LL0549'A STANDARD DISK, STAMPED M 137 1934 AND SET IN THE TOP OF A
 LL0549'CONCRETE POST.  NOTE-- TO BE RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0817 ***********************************************************************
 LL0817  DESIGNATION -  M 139
 LL0817  PID         -  LL0817
 LL0817  STATE/COUNTY-  CO/GRAND
 LL0817  USGS QUAD   -  STRAWBERRY LAKE (1978)
 LL0817
 LL0817                         *CURRENT SURVEY CONTROL
 LL0817  ___________________________________________________________________
 LL0817* NAD 83(1986)-  40 00 28.     (N)    105 50 56.     (W)     SCALED    
 LL0817* NAVD 88     -      2525.507  (meters)    8285.77   (feet)  ADJUSTED  
 LL0817  ___________________________________________________________________
 LL0817  GEOID HEIGHT-         -12.44  (meters)                     GEOID03
 LL0817  DYNAMIC HT  -        2522.696 (meters)    8276.55  (feet)  COMP
 LL0817  MODELED GRAV-     979,421.3   (mgal)                       NAVD 88
 LL0817
 LL0817  VERT ORDER  -  FIRST     CLASS II
 LL0817
 LL0817.The horizontal coordinates were scaled from a topographic map and have
 LL0817.an estimated accuracy of +/- 6 seconds.
 LL0817
 LL0817.The orthometric height was determined by differential leveling
 LL0817.and adjusted by the National Geodetic Survey in June 1991..
 LL0817
 LL0817.The geoid height was determined by GEOID03.
 LL0817
 LL0817.The dynamic height is computed by dividing the NAVD 88
 LL0817.geopotential number by the normal gravity value computed on the
 LL0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0817.degrees latitude (g = 980.6199 gals.).
 LL0817
 LL0817.The modeled gravity was interpolated from observed gravity values.
 LL0817
 LL0817;                    North         East    Units  Estimated Accuracy
 LL0817;SPC CO N     -   379,740.      884,610.      MT  (+/- 180 meters Scaled)
 LL0817
 LL0817                          SUPERSEDED SURVEY CONTROL
 LL0817
 LL0817  NGVD 29 (??/??/92) 2524.129  (m)         8281.25   (f) ADJ UNCH    1 2
 LL0817
 LL0817.Superseded values are not recommended for survey control.
 LL0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0817.See file dsdata.txt to determine how the superseded data were derived.
 LL0817
 LL0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE275289(NAD 83)
 LL0817_MARKER: DB = BENCH MARK DISK
 LL0817_SETTING: 80 = SET IN A BOULDER
 LL0817_STAMPING: M 139 1934
 LL0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0817+STABILITY: SURFACE MOTION
 LL0817
 LL0817  HISTORY     - Date     Condition        Report By
 LL0817  HISTORY     - 1934     MONUMENTED       CGS
 LL0817  HISTORY     - 1954     GOOD             NGS
 LL0817
 LL0817                          STATION DESCRIPTION
 LL0817
 LL0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LL0817'1.5 MI NW FROM TABERNASH.
 LL0817'1.5 MILES NORTHWEST ALONG THE DENVER AND SALT LAKE RAILROAD
 LL0817'FROM THE WATER TANK AT TABERNASH, 18 FEET SOUTHWEST OF THE
 LL0817'SOUTHWEST RAIL, 18 RAILS NORTHWEST OF MILEPOST 67, 2 FEET
 LL0817'ABOVE THE GROUND, SET IN THE TOP OF THE NORTHEAST SIDE OF A
 LL0817'LARGE GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0071 ***********************************************************************
 LK0071  DESIGNATION -  M 14
 LK0071  PID         -  LK0071
 LK0071  STATE/COUNTY-  CO/YUMA
 LK0071  USGS QUAD   -  ECKLEY NE (1971)
 LK0071
 LK0071                         *CURRENT SURVEY CONTROL
 LK0071  ___________________________________________________________________
 LK0071* NAD 83(1992)-  40 13 12.87001(N)    102 15 18.78787(W)     ADJUSTED  
 LK0071* NAVD 88     -      1135.108  (meters)    3724.10   (feet)  ADJUSTED  
 LK0071  ___________________________________________________________________
 LK0071  X           -  -1,035,394.935 (meters)                     COMP
 LK0071  Y           -  -4,766,645.933 (meters)                     COMP
 LK0071  Z           -   4,097,407.751 (meters)                     COMP
 LK0071  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 LK0071  ELLIP HEIGHT-        1113.29  (meters)          (12/03/02) GPS OBS
 LK0071  GEOID HEIGHT-         -21.81  (meters)                     GEOID03
 LK0071  DYNAMIC HT  -        1134.253 (meters)    3721.30  (feet)  COMP
 LK0071  MODELED GRAV-     979,833.1   (mgal)                       NAVD 88
 LK0071
 LK0071  HORZ ORDER  -  FIRST
 LK0071  VERT ORDER  -  FIRST     CLASS II
 LK0071  ELLP ORDER  -  FOURTH    CLASS II
 LK0071
 LK0071.The horizontal coordinates were established by GPS observations
 LK0071.and adjusted by the National Geodetic Survey in November 1999..
 LK0071
 LK0071.The orthometric height was determined by differential leveling
 LK0071.and adjusted by the National Geodetic Survey in June 1991..
 LK0071
 LK0071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0071
 LK0071.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0071
 LK0071.The ellipsoidal height was determined by GPS observations
 LK0071.and is referenced to NAD 83.
 LK0071
 LK0071.The geoid height was determined by GEOID03.
 LK0071
 LK0071.The dynamic height is computed by dividing the NAVD 88
 LK0071.geopotential number by the normal gravity value computed on the
 LK0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0071.degrees latitude (g = 980.6199 gals.).
 LK0071
 LK0071.The modeled gravity was interpolated from observed gravity values.
 LK0071
 LK0071;                    North         East     Units Scale Factor Converg.
 LK0071;SPC CO N     -   408,326.840 1,190,520.442   MT  0.99995699   +2 05 47.6
 LK0071;SPC CO N     - 1,339,652.31  3,905,899.15   sFT  0.99995699   +2 05 47.6
 LK0071;UTM  13      - 4,455,816.233   733,554.244   MT  1.00027153   +1 46 23.5
 LK0071
 LK0071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0071!SPC CO N     -   0.99982538  x   0.99995699  =   0.99978238
 LK0071!UTM  13      -   0.99982538  x   1.00027153  =   1.00009687
 LK0071
 LK0071                          SUPERSEDED SURVEY CONTROL
 LK0071
 LK0071  ELLIP H (11/30/99) 1113.27   (m)                       GP(       ) 4 1
 LK0071  NAVD 88 (11/30/99) 1135.10   (m)         3724.1    (f) LEVELING    3  
 LK0071  NGVD 29 (??/??/92) 1134.622  (m)         3722.51   (f) ADJ UNCH    1 2
 LK0071
 LK0071.Superseded values are not recommended for survey control.
 LK0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0071.See file dsdata.txt to determine how the superseded data were derived.
 LK0071
 LK0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE3355455816(NAD 83)
 LK0071_MARKER: DB = BENCH MARK DISK
 LK0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0071_STAMPING: M 14 1926 3722.506
 LK0071_MARK LOGO: CGS   
 LK0071_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LK0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0071+STABILITY: SURFACE MOTION
 LK0071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0071+SATELLITE: SATELLITE OBSERVATIONS - February 24, 1999
 LK0071
 LK0071  HISTORY     - Date     Condition        Report By
 LK0071  HISTORY     - 1926     MONUMENTED       CGS
 LK0071  HISTORY     - 1971     GOOD             NGS
 LK0071  HISTORY     - 19990224 GOOD             NGS
 LK0071
 LK0071                          STATION DESCRIPTION
 LK0071
 LK0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 LK0071'10.8 MI N FROM WRAY.
 LK0071'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAYS 34 AND 385 AT WRAY,
 LK0071'COLORADO, GO NORTH 6.7 MILES ALONG US HIGHWAY 385 TO CROSSROADS,
 LK0071'TURN LEFT (W) FOR 0.25 MILES TO T-ROAD, TURN RIGHT (N) AND FOLLOW
 LK0071'GRADED ROAD 3.8 MILES, BENCH MARK IS LOCATED 5 FEET S. AND 2 FEET
 LK0071'W. OF NE COR. OF R.O.W. FENCE.
 LK0071
 LK0071                          STATION RECOVERY (1999)
 LK0071
 LK0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 LK0071'THE STATION IS LOCATED ABOUT 25 MI (40.2 KM) SOUTH OF HOLYOKE AND 9.7
 LK0071'MI (15.6 KM) NORTH OF WRAY, IN THE SOUTHWEST 1/4 OF SECTION 14, T 3 N,
 LK0071'R 44 W.  OWNERSHIP--MAYBE COUNTY ROAD RIGHT-OF-WAY
 LK0071'TO REACH THE STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY 385 AND
 LK0071'U.  S.  HIGHWAY 34 IN THE TOWN OF WRAY, GO NORTH ON U.  S.  HIGHWAY
 LK0071'385 FOR 9.6 MI (15.4 KM) TO MILEPOST 252.9 AND THE INTERSECTION OF
 LK0071'COUNTY ROAD 44.5.  TURN LEFT, WEST, ON COUNTY ROAD 44.5 FOR 0.5 MI
 LK0071'(0.8 KM) TO A T-INTERSECTION AND COUNTY ROAD FF.  TURN RIGHT, NORTH,
 LK0071'ON COUNTY ROAD FF FOR 0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT AT
 LK0071'THE CORNER OF THE OLD RIGHT ANGLE TURN
 LK0071'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A SQUARE 20 CM
 LK0071'CONCRETE POST RESESSED 10 CM IN THE GROUND.  IT IS 48.0 M (157.5 FT)
 LK0071'NORTHEAST FROM THE HIGH POINT OF THE CURVE OF THE COUNTY ROAD, 16.2 M
 LK0071'(53.1 FT) EAST FROM A POWER POLE WITH GUY POLE TO THE NORTH AND IS AN
 LK0071'INTERSECTION POLE AS WELL, 12.3 EAST FROM A ROAD TO A TRAILER, 12.3 M
 LK0071'(40.4 FT) SOUTHWEST FROM THE SOUTHERN MOST FAN OF THE SOUTHERN ONE OF
 LK0071'TWO SILOS, 3.5 M (11.5 FT) WEST FROM A POWER POLE WITH THREE
 LK0071'TRANSFORMERS AND AN ELECTRIC METER, 1.7 M (5.6 FT) NORTHWEST FROM THE
 LK0071'END OF A FENCE POST MADE OUT OF A POWER POLE AND 0.35 M (1.15 FT) WEST
 LK0071'FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0737 ***********************************************************************
 KK0737  DESIGNATION -  M 14
 KK0737  PID         -  KK0737
 KK0737  STATE/COUNTY-  CO/PARK
 KK0737  USGS QUAD   -  BAILEY (1987)
 KK0737
 KK0737                         *CURRENT SURVEY CONTROL
 KK0737  ___________________________________________________________________
 KK0737* NAD 83(1992)-  39 24 20.51087(N)    105 28 35.61402(W)     ADJUSTED  
 KK0737* NAVD 88     -      2359.464  (meters)    7741.01   (feet)  ADJUSTED  
 KK0737  ___________________________________________________________________
 KK0737  X           -  -1,317,321.796 (meters)                     COMP
 KK0737  Y           -  -4,757,666.483 (meters)                     COMP
 KK0737  Z           -   4,028,708.571 (meters)                     COMP
 KK0737  LAPLACE CORR-         -11.89  (seconds)                    DEFLEC99
 KK0737  ELLIP HEIGHT-        2346.11  (meters)          (12/03/02) GPS OBS
 KK0737  GEOID HEIGHT-         -13.23  (meters)                     GEOID03
 KK0737  DYNAMIC HT  -        2356.815 (meters)    7732.32  (feet)  COMP
 KK0737  MODELED GRAV-     979,418.9   (mgal)                       NAVD 88
 KK0737
 KK0737  HORZ ORDER  -  FIRST
 KK0737  VERT ORDER  -  FIRST     CLASS II
 KK0737  ELLP ORDER  -  FOURTH    CLASS II
 KK0737
 KK0737.The horizontal coordinates were established by GPS observations
 KK0737.and adjusted by the National Geodetic Survey in August 1995..
 KK0737
 KK0737.The orthometric height was determined by differential leveling
 KK0737.and adjusted by the National Geodetic Survey in June 1991..
 KK0737
 KK0737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK0737
 KK0737.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK0737
 KK0737.The ellipsoidal height was determined by GPS observations
 KK0737.and is referenced to NAD 83.
 KK0737
 KK0737.The geoid height was determined by GEOID03.
 KK0737
 KK0737.The dynamic height is computed by dividing the NAVD 88
 KK0737.geopotential number by the normal gravity value computed on the
 KK0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0737.degrees latitude (g = 980.6199 gals.).
 KK0737
 KK0737.The modeled gravity was interpolated from observed gravity values.
 KK0737
 KK0737;                    North         East     Units Scale Factor Converg.
 KK0737;SPC CO C     -   479,346.612   916,420.652   MT  0.99995001   +0 00 53.2
 KK0737;SPC CO C     - 1,572,656.34  3,006,623.42   sFT  0.99995001   +0 00 53.2
 KK0737;UTM  13      - 4,361,907.158   458,970.481   MT  0.99962073   -0 18 09.1
 KK0737
 KK0737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK0737!SPC CO C     -   0.99963206  x   0.99995001  =   0.99958209
 KK0737!UTM  13      -   0.99963206  x   0.99962073  =   0.99925293
 KK0737
 KK0737                          SUPERSEDED SURVEY CONTROL
 KK0737
 KK0737  ELLIP H (08/03/95) 2346.14   (m)                       GP(       ) 2 2
 KK0737  NAVD 88 (08/03/95) 2359.46   (m)         7741.0    (f) LEVELING    3  
 KK0737  NGVD 29 (??/??/92) 2358.186  (m)         7736.82   (f) ADJ UNCH    1 2
 KK0737
 KK0737.Superseded values are not recommended for survey control.
 KK0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0737.See file dsdata.txt to determine how the superseded data were derived.
 KK0737
 KK0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD5897061907(NAD 83)
 KK0737_MARKER: DB = BENCH MARK DISK
 KK0737_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 KK0737_SP_SET: BOX CULVERT HEADWALL
 KK0737_STAMPING: M 14 7737.944
 KK0737_MARK LOGO: BOR   
 KK0737_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0737+STABILITY: SURFACE MOTION
 KK0737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0737+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2004
 KK0737
 KK0737  HISTORY     - Date     Condition        Report By
 KK0737  HISTORY     - UNK      MONUMENTED       BOR
 KK0737  HISTORY     - 1951     GOOD             NGS
 KK0737  HISTORY     - 1955     GOOD             NGS
 KK0737  HISTORY     - 19950427 GOOD             CODOT
 KK0737  HISTORY     - 20001018 GOOD             SLSS
 KK0737  HISTORY     - 20040109 GOOD             COMPA
 KK0737
 KK0737                          STATION DESCRIPTION
 KK0737
 KK0737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0737'AT BAILEY.
 KK0737'AT BAILEY, 142 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BAILEY
 KK0737'HOTEL, 154 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE KNOTTY PINE
 KK0737'INN, 21 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 285, SET IN
 KK0737'THE TOP OF THE EAST END OF THE SOUTH HEADWALL OF A 6X9 FOOT CONCRETE
 KK0737'BRIDGE UNDER THE HIGHWAY.
 KK0737
 KK0737                          STATION RECOVERY (1955)
 KK0737
 KK0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0737'RECOVERED IN GOOD CONDITION.
 KK0737
 KK0737                          STATION RECOVERY (1995)
 KK0737
 KK0737'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (KAW)
 KK0737'THE STATION WILL BE USED DURING A COLORADO HARN DENSIFICATION
 KK0737'PROJECT.
 KK0737' 
 KK0737'THE STATION IS LOCATED IN BAILEY AT U.S. HIGHWAY 285 AT REFERENCE
 KK0737'MARKER 222.02 IN THE SOUTHWEST 1/4 OF SECTION 29, T 7 S, R 72 W, 6TH
 KK0737'P.M.  OWNERSHIP-- COLORADO DEPARTMENT OF TRANSPORTATION.
 KK0737' 
 KK0737'THE STATION IS A BRASS BUREAU OF RECLAMATION BENCH MARK DISK SET 0.15
 KK0737'M (0.49 FT) NORTHWEST FROM THE EAST END OF A 2.9 M (9.5 FT) BOX LONG
 KK0737'CULVERT HEADWALL WITH 1958 CAST IN IT, 36.2 M (118.8 FT) SOUTHEAST OF
 KK0737'U.S. HIGHWAY 285 REFERENCE MARKER 222, 8.1 M (26.6 FT) SOUTHWEST OF
 KK0737'THE CENTER OF THE EAST BOUND LANES OF U.S. HIGHWAY 285, 1.8 M (5.9 FT)
 KK0737'NORTHEAST OF THE NORTH BANK OF THE NORTH FORK OF THE SOUTH PLATTE,
 KK0737'1.75 M (5.74 FT) NORTHWEST OF A CODOT FIBERGLASS WITNESS POST, AND 1.3
 KK0737'M (4.3 FT) SOUTHEAST OF A CODOT FIBERGLASS WITNESS POST.
 KK0737' 
 KK0737'DESCRIPTION BY K.A. WILLIAMS, CODOT.
 KK0737
 KK0737                          STATION RECOVERY (2000)
 KK0737
 KK0737'RECOVERY NOTE BY STEPHENSON LAND SURVEYING SERVICES 2000
 KK0737'RECOVERED AS DESCRIBED
 KK0737'
 KK0737
 KK0737                          STATION RECOVERY (2004)
 KK0737
 KK0737'RECOVERY NOTE BY COMPASSCOM INC 2004 (ST)
 KK0737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1043 ***********************************************************************
 KK1043  DESIGNATION -  M 140
 KK1043  PID         -  KK1043
 KK1043  STATE/COUNTY-  CO/CLEAR CREEK
 KK1043  USGS QUAD   -  EMPIRE (1974)
 KK1043
 KK1043                         *CURRENT SURVEY CONTROL
 KK1043  ___________________________________________________________________
 KK1043* NAD 83(1986)-  39 45 40.     (N)    105 41 05.     (W)     SCALED    
 KK1043* NAVD 88     -      2626.956  (meters)    8618.60   (feet)  ADJUSTED  
 KK1043  ___________________________________________________________________
 KK1043  GEOID HEIGHT-         -12.49  (meters)                     GEOID03
 KK1043  DYNAMIC HT  -        2623.857 (meters)    8608.44  (feet)  COMP
 KK1043  MODELED GRAV-     979,351.5   (mgal)                       NAVD 88
 KK1043
 KK1043  VERT ORDER  -  FIRST     CLASS II
 KK1043
 KK1043.The horizontal coordinates were scaled from a topographic map and have
 KK1043.an estimated accuracy of +/- 6 seconds.
 KK1043
 KK1043.The orthometric height was determined by differential leveling
 KK1043.and adjusted by the National Geodetic Survey in June 1991..
 KK1043
 KK1043.The geoid height was determined by GEOID03.
 KK1043
 KK1043.The dynamic height is computed by dividing the NAVD 88
 KK1043.geopotential number by the normal gravity value computed on the
 KK1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1043.degrees latitude (g = 980.6199 gals.).
 KK1043
 KK1043.The modeled gravity was interpolated from observed gravity values.
 KK1043
 KK1043;                    North         East    Units  Estimated Accuracy
 KK1043;SPC CO C     -   518,820.      898,570.      MT  (+/- 180 meters Scaled)
 KK1043
 KK1043                          SUPERSEDED SURVEY CONTROL
 KK1043
 KK1043  NGVD 29 (??/??/92) 2625.453  (m)         8613.67   (f) ADJ UNCH    1 2
 KK1043
 KK1043.Superseded values are not recommended for survey control.
 KK1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1043.See file dsdata.txt to determine how the superseded data were derived.
 KK1043
 KK1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE413014(NAD 83)
 KK1043_MARKER: DB = BENCH MARK DISK
 KK1043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK1043_STAMPING: M 140 1934
 KK1043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1043+STABILITY: SURFACE MOTION
 KK1043
 KK1043  HISTORY     - Date     Condition        Report By
 KK1043  HISTORY     - 1934     MONUMENTED       CGS
 KK1043  HISTORY     - 1954     GOOD             NGS
 KK1043
 KK1043                          STATION DESCRIPTION
 KK1043
 KK1043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1043'0.3 MI W FROM EMPIRE.
 KK1043'0.3 MILE WEST ALONG U.S. HIGHWAY 40 FROM THE PUBLIC SCHOOL AT
 KK1043'EMPIRE, AT THE SILVER SPRUCE TOURIST COURT, 37.6 FEET SOUTH OF THE
 KK1043'CENTER LINE OF THE HIGHWAY, 30 FEET WEST OF THE NORTHEAST CORNER
 KK1043'OF THE TOURIST COURT YARD, 42 FEET EAST OF THE CENTER LINE OF A
 KK1043'DRIVEWAY, 3.2 FEET SOUTH OF A FENCE, 40.7 FEET NORTH OF A 34
 KK1043'INCH SPRUCE TREE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KK1043'0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0107 ***********************************************************************
 JM0107  DESIGNATION -  M 142
 JM0107  PID         -  JM0107
 JM0107  STATE/COUNTY-  CO/MONTROSE
 JM0107  USGS QUAD   -  RED CANYON (1994)
 JM0107
 JM0107                         *CURRENT SURVEY CONTROL
 JM0107  ___________________________________________________________________
 JM0107* NAD 83(1986)-  38 27 35.     (N)    108 52 13.     (W)     SCALED    
 JM0107* NAVD 88     -      1443.644  (meters)    4736.36   (feet)  ADJUSTED  
 JM0107  ___________________________________________________________________
 JM0107  GEOID HEIGHT-         -18.52  (meters)                     GEOID03
 JM0107  DYNAMIC HT  -        1442.098 (meters)    4731.28  (feet)  COMP
 JM0107  MODELED GRAV-     979,508.3   (mgal)                       NAVD 88
 JM0107
 JM0107  VERT ORDER  -  SECOND    CLASS 0
 JM0107
 JM0107.The horizontal coordinates were scaled from a topographic map and have
 JM0107.an estimated accuracy of +/- 6 seconds.
 JM0107
 JM0107.The orthometric height was determined by differential leveling
 JM0107.and adjusted by the National Geodetic Survey in June 1991..
 JM0107
 JM0107.The geoid height was determined by GEOID03.
 JM0107
 JM0107.The dynamic height is computed by dividing the NAVD 88
 JM0107.geopotential number by the normal gravity value computed on the
 JM0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0107.degrees latitude (g = 980.6199 gals.).
 JM0107
 JM0107.The modeled gravity was interpolated from observed gravity values.
 JM0107
 JM0107;                    North         East    Units  Estimated Accuracy
 JM0107;SPC CO S     -   509,110.      620,300.      MT  (+/- 180 meters Scaled)
 JM0107
 JM0107                          SUPERSEDED SURVEY CONTROL
 JM0107
 JM0107  NGVD 29 (??/??/92) 1442.493  (m)         4732.58   (f) ADJ UNCH    2 0
 JM0107
 JM0107.Superseded values are not recommended for survey control.
 JM0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0107.See file dsdata.txt to determine how the superseded data were derived.
 JM0107
 JM0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH858589(NAD 83)
 JM0107_MARKER: DB = BENCH MARK DISK
 JM0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0107_STAMPING: M-142 1934
 JM0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0107+STABILITY: SURFACE MOTION
 JM0107
 JM0107  HISTORY     - Date     Condition        Report By
 JM0107  HISTORY     - 1934     MONUMENTED       CGS
 JM0107  HISTORY     - 19900713 MARK NOT FOUND   USPSQD
 JM0107
 JM0107                          STATION DESCRIPTION
 JM0107
 JM0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0107'21.8 MI SE FROM GATEWAY.
 JM0107'21.8 MILES SOUTHEAST OF, ALONG STATE HWY. 141.  FROM GATEWAY PUBLIC
 JM0107'SCH. 300 FEET SOUTHWEST OF SOUTHWEST END OF HIGHWAY WHERE HIGHWAY
 JM0107'STARTS CUT ALONG CANYON WALL.  45 FEET SOUTHWEST OF NORTHWEST END OF
 JM0107'CULVERT UNDER HIGHWAY.  30 FEET NORTHWEST OF CENTERLINE OF STATE HWY.
 JM0107'141.  PRECAST CONCRETE POST SET ON NORTHWEST EDGE OF CAMP GROUNDS.
 JM0107'TABLET SET IN PRECAST CONCRETE POST.
 JM0107
 JM0107                          STATION RECOVERY (1990)
 JM0107
 JM0107'RECOVERY NOTE BY US POWER SQUADRON 1990 (TGO)
 JM0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0049 ***********************************************************************
 JM0049  DESIGNATION -  M 143
 JM0049  PID         -  JM0049
 JM0049  STATE/COUNTY-  CO/MONTROSE
 JM0049  USGS QUAD   -  ANTONE SPRING (1994)
 JM0049
 JM0049                         *CURRENT SURVEY CONTROL
 JM0049  ___________________________________________________________________
 JM0049* NAD 83(1986)-  38 18 35.     (N)    108 11 16.     (W)     SCALED    
 JM0049* NAVD 88     -      2859.184  (meters)    9380.51   (feet)  ADJUSTED  
 JM0049  ___________________________________________________________________
 JM0049  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 JM0049  DYNAMIC HT  -        2855.446 (meters)    9368.24  (feet)  COMP
 JM0049  MODELED GRAV-     979,216.5   (mgal)                       NAVD 88
 JM0049
 JM0049  VERT ORDER  -  SECOND    CLASS 0
 JM0049
 JM0049.The horizontal coordinates were scaled from a topographic map and have
 JM0049.an estimated accuracy of +/- 6 seconds.
 JM0049
 JM0049.The orthometric height was determined by differential leveling
 JM0049.and adjusted by the National Geodetic Survey in June 1991..
 JM0049
 JM0049.The geoid height was determined by GEOID03.
 JM0049
 JM0049.The dynamic height is computed by dividing the NAVD 88
 JM0049.geopotential number by the normal gravity value computed on the
 JM0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0049.degrees latitude (g = 980.6199 gals.).
 JM0049
 JM0049.The modeled gravity was interpolated from observed gravity values.
 JM0049
 JM0049;                    North         East    Units  Estimated Accuracy
 JM0049;SPC CO S     -   490,540.      679,360.      MT  (+/- 180 meters Scaled)
 JM0049
 JM0049                          SUPERSEDED SURVEY CONTROL
 JM0049
 JM0049  NGVD 29 (??/??/92) 2857.656  (m)         9375.49   (f) ADJ UNCH    2 0
 JM0049
 JM0049.Superseded values are not recommended for survey control.
 JM0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0049.See file dsdata.txt to determine how the superseded data were derived.
 JM0049
 JM0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH458439(NAD 83)
 JM0049_MARKER: DB = BENCH MARK DISK
 JM0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0049_STAMPING: M-143 1934
 JM0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0049+STABILITY: SURFACE MOTION
 JM0049
 JM0049  HISTORY     - Date     Condition        Report By
 JM0049  HISTORY     - 1934     MONUMENTED       CGS
 JM0049
 JM0049                          STATION DESCRIPTION
 JM0049
 JM0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0049'26.2 MI SW FROM MONTROSE.
 JM0049'26.2 MILES SOUTHWEST OF, ALONG STATE HWY. 90, FROM MONTROSE COUNTY
 JM0049'COURTHOUSE.  ABOUT 2 MILES SOUTHWEST OF TOP OF DIVIDE OF UNCOMPAHGRE
 JM0049'PLATEAU AND JUNCTION OF DELTA ROAD AND STATE HIGHWAY 90.  .15 MILES
 JM0049'SOUTH OF SUMMIT OF HIGHWAY OVER SMALL RIDGE.  200 FEET SOUTH OF SOUTH
 JM0049'END OF CURVE ON SOUTHWEST SIDE OF RIDGE.  180 FEET NORTHEAST OF WOODEN
 JM0049'CULVERT UNDER HWY.  24 FEET SOUTHEAST OF CENTERLINE OF STATE HWY. 90.
 JM0049'TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0103 ***********************************************************************
 JM0103  DESIGNATION -  M 144
 JM0103  PID         -  JM0103
 JM0103  STATE/COUNTY-  CO/MONTROSE
 JM0103  USGS QUAD   -  REDVALE (1994)
 JM0103
 JM0103                         *CURRENT SURVEY CONTROL
 JM0103  ___________________________________________________________________
 JM0103* NAD 83(1986)-  38 09 14.     (N)    108 29 12.     (W)     SCALED    
 JM0103* NAVD 88     -      1869.020  (meters)    6131.94   (feet)  ADJUSTED  
 JM0103  ___________________________________________________________________
 JM0103  GEOID HEIGHT-         -18.44  (meters)                     GEOID03
 JM0103  DYNAMIC HT  -        1866.810 (meters)    6124.69  (feet)  COMP
 JM0103  MODELED GRAV-     979,381.0   (mgal)                       NAVD 88
 JM0103
 JM0103  VERT ORDER  -  SECOND    CLASS 0
 JM0103
 JM0103.The horizontal coordinates were scaled from a topographic map and have
 JM0103.an estimated accuracy of +/- 6 seconds.
 JM0103
 JM0103.The orthometric height was determined by differential leveling
 JM0103.and adjusted by the National Geodetic Survey in June 1991..
 JM0103
 JM0103.The geoid height was determined by GEOID03.
 JM0103
 JM0103.The dynamic height is computed by dividing the NAVD 88
 JM0103.geopotential number by the normal gravity value computed on the
 JM0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0103.degrees latitude (g = 980.6199 gals.).
 JM0103
 JM0103.The modeled gravity was interpolated from observed gravity values.
 JM0103
 JM0103;                    North         East    Units  Estimated Accuracy
 JM0103;SPC CO S     -   474,050.      652,680.      MT  (+/- 180 meters Scaled)
 JM0103
 JM0103                          SUPERSEDED SURVEY CONTROL
 JM0103
 JM0103  NGVD 29 (??/??/92) 1867.765  (m)         6127.83   (f) ADJ UNCH    2 0
 JM0103
 JM0103.Superseded values are not recommended for survey control.
 JM0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0103.See file dsdata.txt to determine how the superseded data were derived.
 JM0103
 JM0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH202258(NAD 83)
 JM0103_MARKER: DB = BENCH MARK DISK
 JM0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0103_STAMPING: M-144 1934
 JM0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0103+STABILITY: SURFACE MOTION
 JM0103
 JM0103  HISTORY     - Date     Condition        Report By
 JM0103  HISTORY     - 1934     MONUMENTED       USGS
 JM0103  HISTORY     - 1966     GOOD             USGS
 JM0103
 JM0103                          STATION DESCRIPTION
 JM0103
 JM0103'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 JM0103'9.2 MI E FROM NATURITA.
 JM0103'3.6 MILES EAST ALONG STATE HIGHWAY 145 FROM THE PUBLIC SCHOOL AT
 JM0103'NATURITA, MONTROSE COUNTY, THENCE 5.6 MILES SOUTH ALONG STATE HIGHWAY
 JM0103'80, TO A PAVED TURN-OUT TO THE WEST, AFTER PASSING THROUGH THE GATE IN
 JM0103'THE ROW FENCE, KEEP RIGHT (NORTH) AND FOLLOW THE OLD HIGHWAY FOR 0.4
 JM0103'TENTHS OF A MILE TO THE BM ON THE RIGHT.  ABOUT 50 FEET SOUTH OF THE
 JM0103'SUMMIT OF A RIDGE BETWEEN DRAWS, AND 36 FEET SOUTHEAST OF THE
 JM0103'CENTERLINE OF THE OLD HIGHWAY.  A STANDARD DISK, STAMPED M 144 1934
 JM0103'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0172 ***********************************************************************
 JM0172  DESIGNATION -  M 145
 JM0172  PID         -  JM0172
 JM0172  STATE/COUNTY-  CO/MONTROSE
 JM0172  USGS QUAD   -  URAVAN (1994)
 JM0172
 JM0172                         *CURRENT SURVEY CONTROL
 JM0172  ___________________________________________________________________
 JM0172* NAD 83(1986)-  38 15 10.     (N)    108 44 45.     (W)     SCALED    
 JM0172* NAVD 88     -      1670.922  (meters)    5482.02   (feet)  ADJUSTED  
 JM0172  ___________________________________________________________________
 JM0172  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 JM0172  DYNAMIC HT  -        1668.994 (meters)    5475.69  (feet)  COMP
 JM0172  MODELED GRAV-     979,417.9   (mgal)                       NAVD 88
 JM0172
 JM0172  VERT ORDER  -  SECOND    CLASS 0
 JM0172
 JM0172.The horizontal coordinates were scaled from a topographic map and have
 JM0172.an estimated accuracy of +/- 6 seconds.
 JM0172
 JM0172.The orthometric height was determined by differential leveling
 JM0172.and adjusted by the National Geodetic Survey in June 1991..
 JM0172
 JM0172.The geoid height was determined by GEOID03.
 JM0172
 JM0172.The dynamic height is computed by dividing the NAVD 88
 JM0172.geopotential number by the normal gravity value computed on the
 JM0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0172.degrees latitude (g = 980.6199 gals.).
 JM0172
 JM0172.The modeled gravity was interpolated from observed gravity values.
 JM0172
 JM0172;                    North         East    Units  Estimated Accuracy
 JM0172;SPC CO S     -   485,770.      630,360.      MT  (+/- 180 meters Scaled)
 JM0172
 JM0172                          SUPERSEDED SURVEY CONTROL
 JM0172
 JM0172  NGVD 29 (??/??/92) 1669.707  (m)         5478.03   (f) ADJ UNCH    2 0
 JM0172
 JM0172.Superseded values are not recommended for survey control.
 JM0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0172.See file dsdata.txt to determine how the superseded data were derived.
 JM0172
 JM0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH972362(NAD 83)
 JM0172_MARKER: DB = BENCH MARK DISK
 JM0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0172_STAMPING: M-145 1934
 JM0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0172+STABILITY: SURFACE MOTION
 JM0172
 JM0172  HISTORY     - Date     Condition        Report By
 JM0172  HISTORY     - 1934     MONUMENTED       CGS
 JM0172
 JM0172                          STATION DESCRIPTION
 JM0172
 JM0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0172'12.6 MI NW FROM NATURITA.
 JM0172'12.6 MILES NORTHWEST OF, ALONG STATE HWY. 90, FROM NATURITA PUBLIC
 JM0172'SCH. ABOUT .6 MILE WEST OF INTERSECTION OF TELEPHONE LINE WITH
 JM0172'HIGHWAY.  .4 MILE EAST OF TWO WOODEN HIGHWAY BRIDGES, 100 FEET APART,
 JM0172'OVER DRY WASH.  570 FEET SOUTH OF TELEPHONE POLE NO. 1235.  63 FEET
 JM0172'NORTHWEST OF NORTH END OF WOODEN HIGHWAY BRIDGE OVER DRY WASH.  45
 JM0172'FEET NORTH OF CENTERLINE OF STATE HWY 90.  TABLET SET IN PRECAST
 JM0172'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0146 ***********************************************************************
 HM0146  DESIGNATION -  M 146
 HM0146  PID         -  HM0146
 HM0146  STATE/COUNTY-  CO/DOLORES
 HM0146  USGS QUAD   -  DOVE CREEK (1994)
 HM0146
 HM0146                         *CURRENT SURVEY CONTROL
 HM0146  ___________________________________________________________________
 HM0146* NAD 83(1986)-  37 51 57.     (N)    108 56 25.     (W)     SCALED    
 HM0146* NAVD 88     -      2149.048  (meters)    7050.67   (feet)  ADJUSTED  
 HM0146  ___________________________________________________________________
 HM0146  GEOID HEIGHT-         -18.98  (meters)                     GEOID03
 HM0146  DYNAMIC HT  -        2146.399 (meters)    7041.98  (feet)  COMP
 HM0146  MODELED GRAV-     979,320.1   (mgal)                       NAVD 88
 HM0146
 HM0146  VERT ORDER  -  SECOND    CLASS 0
 HM0146
 HM0146.The horizontal coordinates were scaled from a topographic map and have
 HM0146.an estimated accuracy of +/- 6 seconds.
 HM0146
 HM0146.The orthometric height was determined by differential leveling
 HM0146.and adjusted by the National Geodetic Survey in June 1991..
 HM0146
 HM0146.The geoid height was determined by GEOID03.
 HM0146
 HM0146.The dynamic height is computed by dividing the NAVD 88
 HM0146.geopotential number by the normal gravity value computed on the
 HM0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0146.degrees latitude (g = 980.6199 gals.).
 HM0146
 HM0146.The modeled gravity was interpolated from observed gravity values.
 HM0146
 HM0146;                    North         East    Units  Estimated Accuracy
 HM0146;SPC CO S     -   443,460.      611,770.      MT  (+/- 180 meters Scaled)
 HM0146
 HM0146                          SUPERSEDED SURVEY CONTROL
 HM0146
 HM0146.No superseded survey control is available for this station.
 HM0146
 HM0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG811929(NAD 83)
 HM0146_MARKER: DB = BENCH MARK DISK
 HM0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0146_STAMPING: M-146 1934
 HM0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0146+STABILITY: SURFACE MOTION
 HM0146
 HM0146  HISTORY     - Date     Condition        Report By
 HM0146  HISTORY     - 1934     MONUMENTED       CGS
 HM0146  HISTORY     - 1964     MARK NOT FOUND   NGS
 HM0146
 HM0146                          STATION DESCRIPTION
 HM0146
 HM0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0146'8.5 MI N FROM DOVE CREEK.
 HM0146'8.5 MILES NORTH OF, ALONG STATE HWY. 80, FROM DOVE CREEK PUBLIC
 HM0146'SCHOOL.  ABOUT 1.1 MILE SOUTH OF DOLORES-SAN MIGUEL COUNTY LINE AT
 HM0146'INTERSECTION OF HIGHWAY.  1500 FEET SOUTH OF WOODEN HIGHWAY BRIDGE AT
 HM0146'BOTTOM OF DRAW.  173 FEET SOUTHWEST OF SOUTHWEST CORNER OF PEEL PUBLIC
 HM0146'SCHOOL.  25 FEET EAST OF CENTERLINE OF STATE HWY. 80.  12.9 FEET NORTH
 HM0146'OF TELEPHONE POLE.  4.1 FEET EAST OF NORTHWEST OF CORENR OF FENCE.
 HM0146'TABLET SET IN PRECAST CONCRETE POST.
 HM0146
 HM0146                          STATION RECOVERY (1964)
 HM0146
 HM0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HM0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0394 ***********************************************************************
 JL0394  DESIGNATION -  M 147
 JL0394  PID         -  JL0394
 JL0394  STATE/COUNTY-  CO/SAN MIGUEL
 JL0394  USGS QUAD   -  SAMS (1982)
 JL0394
 JL0394                         *CURRENT SURVEY CONTROL
 JL0394  ___________________________________________________________________
 JL0394* NAD 83(1992)-  38 05 49.98169(N)    107 54 00.46253(W)     ADJUSTED  
 JL0394* NAVD 88     -      2713.257  (meters)    8901.74   (feet)  ADJUSTED  
 JL0394  ___________________________________________________________________
 JL0394  X           -  -1,545,369.427 (meters)                     COMP
 JL0394  Y           -  -4,784,519.152 (meters)                     COMP
 JL0394  Z           -   3,915,605.774 (meters)                     COMP
 JL0394  LAPLACE CORR-           3.79  (seconds)                    DEFLEC99
 JL0394  ELLIP HEIGHT-        2697.16  (meters)          (10/21/02) GPS OBS
 JL0394  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 JL0394  DYNAMIC HT  -        2709.625 (meters)    8889.83  (feet)  COMP
 JL0394  MODELED GRAV-     979,192.1   (mgal)                       NAVD 88
 JL0394
 JL0394  HORZ ORDER  -  FIRST
 JL0394  VERT ORDER  -  SECOND    CLASS 0
 JL0394  ELLP ORDER  -  FIFTH     CLASS I
 JL0394
 JL0394.The horizontal coordinates were established by GPS observations
 JL0394.and adjusted by the National Geodetic Survey in March 1999..
 JL0394
 JL0394.The orthometric height was determined by differential leveling
 JL0394.and adjusted by the National Geodetic Survey in June 1991..
 JL0394
 JL0394.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JL0394
 JL0394.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0394
 JL0394.The ellipsoidal height was determined by GPS observations
 JL0394.and is referenced to NAD 83.
 JL0394
 JL0394.The geoid height was determined by GEOID03.
 JL0394
 JL0394.The dynamic height is computed by dividing the NAVD 88
 JL0394.geopotential number by the normal gravity value computed on the
 JL0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0394.degrees latitude (g = 980.6199 gals.).
 JL0394
 JL0394.The modeled gravity was interpolated from observed gravity values.
 JL0394
 JL0394;                    North         East     Units Scale Factor Converg.
 JL0394;SPC CO S     -   466,274.807   703,903.684   MT  0.99995591   -1 28 19.9
 JL0394;SPC CO S     - 1,529,769.93  2,309,390.67   sFT  0.99995591   -1 28 19.9
 JL0394;UTM  13      - 4,220,574.624   245,686.811   MT  1.00039662   -1 47 25.2
 JL0394
 JL0394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0394!SPC CO S     -   0.99957696  x   0.99995591  =   0.99953289
 JL0394!UTM  13      -   0.99957696  x   1.00039662  =   0.99997341
 JL0394
 JL0394                          SUPERSEDED SURVEY CONTROL
 JL0394
 JL0394  ELLIP H (03/16/99) 2697.13   (m)                       GP(       ) 4 1
 JL0394  NAVD 88 (03/16/99) 2713.26   (m)         8901.8    (f) LEVELING    3  
 JL0394  NGVD 29 (??/??/92) 2711.698  (m)         8896.63   (f) ADJ UNCH    2 0
 JL0394
 JL0394.Superseded values are not recommended for survey control.
 JL0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0394.See file dsdata.txt to determine how the superseded data were derived.
 JL0394
 JL0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC4568720575(NAD 83)
 JL0394_MARKER: DB = BENCH MARK DISK
 JL0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0394_STAMPING: M 147 1934
 JL0394_MARK LOGO: CGS   
 JL0394_PROJECTION: FLUSH
 JL0394_MAGNETIC: N = NO MAGNETIC MATERIAL
 JL0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0394+STABILITY: SURFACE MOTION
 JL0394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0394+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1999
 JL0394
 JL0394  HISTORY     - Date     Condition        Report By
 JL0394  HISTORY     - 1934     MONUMENTED       CGS
 JL0394  HISTORY     - 19970714 GOOD             CODOT
 JL0394  HISTORY     - 19990428 GOOD             MSAM
 JL0394
 JL0394                          STATION DESCRIPTION
 JL0394
 JL0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0394'12.6 MI NE FROM PLACERVILLE.
 JL0394'12.6 MILES NORTHEAST OF, ALONG R.G.S.RY, FROM PLACERVILLE RAILROAD
 JL0394'STATION ABOUT .7 MILE WEST OF PEAK SIDING.  330 FEET EAST OF MILE POST
 JL0394'R-14.  50 FEET EAST OF SOUTH END OF WOODEN CULVERT UNDER RAILROAD. 18
 JL0394'FEET SOUTH OF CENTERLINE OF RIO GRANDE SOUTHERN R.R. TRACK. 4 FEET
 JL0394'EAST OF TELEGRAPH POLE.  TABLET SET IN PRECAST CONCRETE POST.
 JL0394
 JL0394                          STATION RECOVERY (1997)
 JL0394
 JL0394'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 JL0394'THE STATION IS LOCATED ABOUT 10 MI (16.1 KM) NORTH-NORTHWEST OF
 JL0394'TELLURIDE, 9 MI (14.5 KM) NORTHEAST OF PLACERVILLE AND 8 MI (12.9 KM)
 JL0394'SOUTHWEST OF RIDGEWAY, IN THE NORTHWEST 1/4 OF SECTION 6, T 44 N, R 9
 JL0394'W, AT STATE HIGHWAY 62 MILEPOST 11.95.  OWNERSHIP-- TO REACH THE
 JL0394'STATION FROM THE INTERSECTION OF STATE HIGHWAY 62 AND STATE HIGHWAY
 JL0394'145 IN THE TOWN OF PLACERVILLE.  GO NORTHEAST ON STATE HIGHWAY 62 FOR
 JL0394'11.9 MI (19.2 KM) TO THE STATION ON THE RIGHT.  IT IS 0.45 MI (0.72
 JL0394'KM) WEST-NORTHWEST OF THE SAN MIGUEL-OURAY COUNTY LINE AND THE DALLAS
 JL0394'DIVIDE THE MARK IS A STANDARD DISK SET INTO THE TOP OF A SQUARE 15 CM
 JL0394'CONCRETE POST PROJECTING 4 CM ABOVE THE GROUND.  IT IS LEANING TO THE
 JL0394'SOUTH A BIT AND IS IN A WET AREA OF PASTURE.  IT IS 38.5 M (126.3 FT)
 JL0394'SOUTH FROM THE CENTER LINE OF THE HIGHWAY, 15.8 M (51.8 FT) SOUTH FROM
 JL0394'A WOODEN RIGHT-OF-WAY FENCE AND WITNESS POST, 6.5 M (21.3 FT) SOUTH
 JL0394'FROM THE CENTER OF THE OLD RAILROAD GRADE, 0.35 M (1.15 FT) NORTH FROM
 JL0394'A T-POST AND ABOUT 3 M (9.8 FT) BELOW THE HIGHWAY.
 JL0394
 JL0394                          STATION RECOVERY (1999)
 JL0394
 JL0394'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 JL0394'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0007 ***********************************************************************
 HM0007  DESIGNATION -  M 148
 HM0007  PID         -  HM0007
 HM0007  STATE/COUNTY-  CO/DOLORES
 HM0007  USGS QUAD   -  GROUNDHOG RESERVOIR (1964)
 HM0007
 HM0007                         *CURRENT SURVEY CONTROL
 HM0007  ___________________________________________________________________
 HM0007* NAD 83(1986)-  37 51 55.     (N)    108 20 39.     (W)     SCALED    
 HM0007* NAVD 88     -      2428.550  (meters)    7967.67   (feet)  ADJUSTED  
 HM0007  ___________________________________________________________________
 HM0007  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 HM0007  DYNAMIC HT  -        2425.304 (meters)    7957.02  (feet)  COMP
 HM0007  MODELED GRAV-     979,206.2   (mgal)                       NAVD 88
 HM0007
 HM0007  VERT ORDER  -  SECOND    CLASS 0
 HM0007
 HM0007.The horizontal coordinates were scaled from a topographic map and have
 HM0007.an estimated accuracy of +/- 6 seconds.
 HM0007
 HM0007.The orthometric height was determined by differential leveling
 HM0007.and adjusted by the National Geodetic Survey in June 1991..
 HM0007
 HM0007.The geoid height was determined by GEOID03.
 HM0007
 HM0007.The dynamic height is computed by dividing the NAVD 88
 HM0007.geopotential number by the normal gravity value computed on the
 HM0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0007.degrees latitude (g = 980.6199 gals.).
 HM0007
 HM0007.The modeled gravity was interpolated from observed gravity values.
 HM0007
 HM0007;                    North         East    Units  Estimated Accuracy
 HM0007;SPC CO S     -   441,640.      664,190.      MT  (+/- 180 meters Scaled)
 HM0007
 HM0007                          SUPERSEDED SURVEY CONTROL
 HM0007
 HM0007  NGVD 29 (??/??/92) 2427.067  (m)         7962.80   (f) ADJ UNCH    2 0
 HM0007
 HM0007.Superseded values are not recommended for survey control.
 HM0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0007.See file dsdata.txt to determine how the superseded data were derived.
 HM0007
 HM0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG336941(NAD 83)
 HM0007_MARKER: DB = BENCH MARK DISK
 HM0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0007_STAMPING: M-148 1934
 HM0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0007+STABILITY: SURFACE MOTION
 HM0007
 HM0007  HISTORY     - Date     Condition        Report By
 HM0007  HISTORY     - 1934     MONUMENTED       CGS
 HM0007
 HM0007                          STATION DESCRIPTION
 HM0007
 HM0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0007'25.1 MI S FROM NORWOOD.
 HM0007'25.1 MILES SOUTH OF, ALONG STATE HWY. 147, FROM NORWOOD PUBLIC SCH.
 HM0007'ABOUT 2 MILES SOUTH OF SUMMIT OF HIGHWAY OVER PASS ON NORTH SIDE OF
 HM0007'DISAPPOINTMENT VALLEY.  450 FEET SOUTHEAST OF CORRAL.  450 FEET
 HM0007'SOUTHEAST OF MRS. TERRILLS LOG CABIN.  66 FEET SOUTHWEST OF CENTERLINE
 HM0007'OF DIRT ROAD LEADING TO MRS. J. TERRILLS LOG CABIN.  48 FEET NORTHWEST
 HM0007'OF CENTERLINE OF STATE HWY. 147.  27 FEET NORTHWEST OF EAST CORNER OF
 HM0007'FENCE.  1 FOOT NORTHEAST OF FENCE LINE.  TABLET SET IN PRECAST
 HM0007'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0296 ***********************************************************************
 HL0296  DESIGNATION -  M 149
 HL0296  PID         -  HL0296
 HL0296  STATE/COUNTY-  CO/DOLORES
 HL0296  USGS QUAD   -  MOUNT WILSON (1953)
 HL0296
 HL0296                         *CURRENT SURVEY CONTROL
 HL0296  ___________________________________________________________________
 HL0296* NAD 83(1986)-  37 46 50.     (N)    107 56 42.     (W)     SCALED    
 HL0296* NAVD 88     -      2947.008  (meters)    9668.64   (feet)  ADJUSTED  
 HL0296  ___________________________________________________________________
 HL0296  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 HL0296  DYNAMIC HT  -        2942.806 (meters)    9654.86  (feet)  COMP
 HL0296  MODELED GRAV-     979,096.4   (mgal)                       NAVD 88
 HL0296
 HL0296  VERT ORDER  -  SECOND    CLASS 0
 HL0296
 HL0296.The horizontal coordinates were scaled from a topographic map and have
 HL0296.an estimated accuracy of +/- 6 seconds.
 HL0296
 HL0296.The orthometric height was determined by differential leveling
 HL0296.and adjusted by the National Geodetic Survey in June 1991..
 HL0296
 HL0296.The geoid height was determined by GEOID03.
 HL0296
 HL0296.The dynamic height is computed by dividing the NAVD 88
 HL0296.geopotential number by the normal gravity value computed on the
 HL0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0296.degrees latitude (g = 980.6199 gals.).
 HL0296
 HL0296.The modeled gravity was interpolated from observed gravity values.
 HL0296
 HL0296;                    North         East    Units  Estimated Accuracy
 HL0296;SPC CO S     -   431,240.      699,050.      MT  (+/- 180 meters Scaled)
 HL0296
 HL0296                          SUPERSEDED SURVEY CONTROL
 HL0296
 HL0296  NGVD 29 (??/??/92) 2945.341  (m)         9663.17   (f) ADJ UNCH    2 0
 HL0296
 HL0296.Superseded values are not recommended for survey control.
 HL0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0296.See file dsdata.txt to determine how the superseded data were derived.
 HL0296
 HL0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB406855(NAD 83)
 HL0296_MARKER: DB = BENCH MARK DISK
 HL0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0296_STAMPING: M 149 1934
 HL0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0296+STABILITY: SURFACE MOTION
 HL0296
 HL0296  HISTORY     - Date     Condition        Report By
 HL0296  HISTORY     - 1934     MONUMENTED       CGS
 HL0296  HISTORY     - 1952     GOOD             NGS
 HL0296
 HL0296                          STATION DESCRIPTION
 HL0296
 HL0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HL0296'8.9 MI NE FROM RICO.
 HL0296'8.9 MILES NORTHEAST ALONG THE RIO GRANDE SOUTHERN ABANDONED
 HL0296'RIGHT-OF-WAY FROM THE OLD STATION AT RICO, DOLORES COUNTY, 140 FEET
 HL0296'WEST OF THE WEST END OF TRESTLE 58-A, 85 FEET WEST OF THE CENTER OF
 HL0296'THE CROSSING OF STATE HIGHWAY 145, 45 FEET NORTH OF THE CENTER-LINE
 HL0296'STATE HIGHWAY 145, AND 16 FEET NORTH OF THE CENTERLINE OF THE
 HL0296'ABANDONED RIGHT-OF-WAY.  A STANDARD DISK, STAMPED M 149 1934 AND SET
 HL0296'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0015 ***********************************************************************
 LK0015  DESIGNATION -  M 15
 LK0015  PID         -  LK0015
 LK0015  STATE/COUNTY-  CO/SEDGWICK
 LK0015  USGS QUAD   -  VENANGO NW (1962)
 LK0015
 LK0015                         *CURRENT SURVEY CONTROL
 LK0015  ___________________________________________________________________
 LK0015* NAD 83(1986)-  40 52 49.     (N)    102 13 39.     (W)     SCALED    
 LK0015* NAVD 88     -      1143.652  (meters)    3752.13   (feet)  ADJUSTED  
 LK0015  ___________________________________________________________________
 LK0015  GEOID HEIGHT-         -20.53  (meters)                     GEOID03
 LK0015  DYNAMIC HT  -        1142.881 (meters)    3749.60  (feet)  COMP
 LK0015  MODELED GRAV-     979,909.9   (mgal)                       NAVD 88
 LK0015
 LK0015  VERT ORDER  -  FIRST     CLASS II
 LK0015
 LK0015.The horizontal coordinates were scaled from a topographic map and have
 LK0015.an estimated accuracy of +/- 6 seconds.
 LK0015
 LK0015.The orthometric height was determined by differential leveling
 LK0015.and adjusted by the National Geodetic Survey in June 1991..
 LK0015
 LK0015.The geoid height was determined by GEOID03.
 LK0015
 LK0015.The dynamic height is computed by dividing the NAVD 88
 LK0015.geopotential number by the normal gravity value computed on the
 LK0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0015.degrees latitude (g = 980.6199 gals.).
 LK0015
 LK0015.The modeled gravity was interpolated from observed gravity values.
 LK0015
 LK0015;                    North         East    Units  Estimated Accuracy
 LK0015;SPC CO N     -   481,660.    1,190,170.      MT  (+/- 180 meters Scaled)
 LK0015
 LK0015                          SUPERSEDED SURVEY CONTROL
 LK0015
 LK0015  NGVD 29 (??/??/92) 1143.194  (m)         3750.63   (f) ADJ UNCH    1 2
 LK0015
 LK0015.Superseded values are not recommended for survey control.
 LK0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0015.See file dsdata.txt to determine how the superseded data were derived.
 LK0015
 LK0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF336291(NAD 83)
 LK0015_MARKER: DB = BENCH MARK DISK
 LK0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0015_STAMPING: 3750.629 M 15 1926
 LK0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0015+STABILITY: SURFACE MOTION
 LK0015
 LK0015  HISTORY     - Date     Condition        Report By
 LK0015  HISTORY     - 1926     MONUMENTED       CGS
 LK0015  HISTORY     - 1941     GOOD             NGS
 LK0015
 LK0015                          STATION DESCRIPTION
 LK0015
 LK0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LK0015'8 MI S FROM JULESBURG.
 LK0015'ABOUT 8 MILES SOUTH ALONG STATE HIGHWAY 51 FROM JULESBURG, AT THE
 LK0015'INTERSECTION OF AN EAST-AND-WEST ROAD, 46.8 FEET SOUTH OF THE ROAD,
 LK0015'28.1 FEET EAST OF THE HIGHWAY, 17 FEET WEST OF A FENCE CORNER, AND
 LK0015'AT THE EDGE OF A BORROW DITCH.  A STANDARD DISK, STAMPED 3750.629 M
 LK0015'15 1926 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0817 ***********************************************************************
 KK0817  DESIGNATION -  M 15
 KK0817  PID         -  KK0817
 KK0817  STATE/COUNTY-  CO/PARK
 KK0817  USGS QUAD   -  SHAWNEE (1994)
 KK0817
 KK0817                         *CURRENT SURVEY CONTROL
 KK0817  ___________________________________________________________________
 KK0817* NAD 83(1986)-  39 24 53.     (N)    105 31 26.     (W)     SCALED    
 KK0817* NAVD 88     -      2420.369  (meters)    7940.83   (feet)  ADJUSTED  
 KK0817  ___________________________________________________________________
 KK0817  GEOID HEIGHT-         -12.99  (meters)                     GEOID03
 KK0817  DYNAMIC HT  -        2417.625 (meters)    7931.82  (feet)  COMP
 KK0817  MODELED GRAV-     979,405.4   (mgal)                       NAVD 88
 KK0817
 KK0817  VERT ORDER  -  FIRST     CLASS II
 KK0817
 KK0817.The horizontal coordinates were scaled from a topographic map and have
 KK0817.an estimated accuracy of +/- 6 seconds.
 KK0817
 KK0817.The orthometric height was determined by differential leveling
 KK0817.and adjusted by the National Geodetic Survey in June 1991..
 KK0817
 KK0817.The geoid height was determined by GEOID03.
 KK0817
 KK0817.The dynamic height is computed by dividing the NAVD 88
 KK0817.geopotential number by the normal gravity value computed on the
 KK0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0817.degrees latitude (g = 980.6199 gals.).
 KK0817
 KK0817.The modeled gravity was interpolated from observed gravity values.
 KK0817
 KK0817;                    North         East    Units  Estimated Accuracy
 KK0817;SPC CO C     -   480,350.      912,350.      MT  (+/- 180 meters Scaled)
 KK0817
 KK0817                          SUPERSEDED SURVEY CONTROL
 KK0817
 KK0817  NGVD 29 (??/??/92) 2419.064  (m)         7936.55   (f) ADJ UNCH    1 2
 KK0817
 KK0817.Superseded values are not recommended for survey control.
 KK0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0817.See file dsdata.txt to determine how the superseded data were derived.
 KK0817
 KK0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD549629(NAD 83)
 KK0817_MARKER: DD = SURVEY DISK
 KK0817_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0817_SP_SET: CULVERT
 KK0817_STAMPING: M 15 7937.751
 KK0817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0817
 KK0817  HISTORY     - Date     Condition        Report By
 KK0817  HISTORY     - UNK      MONUMENTED       BOR
 KK0817  HISTORY     - 1951     GOOD             NGS
 KK0817  HISTORY     - 1955     GOOD             NGS
 KK0817
 KK0817                          STATION DESCRIPTION
 KK0817
 KK0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0817'1.9 MI E FROM SHAWNEE.
 KK0817'1.9 MILES EAST ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE AT SHAWNEE,
 KK0817'0.2 MILE WEST OF THE MOORE-DALE CABINS, 45 FEET SOUTHWEST OF THE
 KK0817'CENTER LINE OF A DIRT ROAD LEADING NORTHEAST UP A GULCH, 23 FEET
 KK0817'NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST
 KK0817'END OF THE NORTH HEADWALL OF A 5X13 FOOT CONCRETE CULVERT.
 KK0817
 KK0817                          STATION RECOVERY (1955)
 KK0817
 KK0817'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0070 ***********************************************************************
 HM0070  DESIGNATION -  M 150
 HM0070  PID         -  HM0070
 HM0070  STATE/COUNTY-  CO/MONTEZUMA
 HM0070  USGS QUAD   -  DOLORES WEST (1965)
 HM0070
 HM0070                         *CURRENT SURVEY CONTROL
 HM0070  ___________________________________________________________________
 HM0070* NAD 83(1986)-  37 28 22.     (N)    108 30 18.     (W)     SCALED    
 HM0070* NAVD 88     -      2114.631  (meters)    6937.75   (feet)  ADJUSTED  
 HM0070  ___________________________________________________________________
 HM0070  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 HM0070  DYNAMIC HT  -        2111.932 (meters)    6928.90  (feet)  COMP
 HM0070  MODELED GRAV-     979,278.6   (mgal)                       NAVD 88
 HM0070
 HM0070  VERT ORDER  -  FIRST     CLASS II
 HM0070
 HM0070.The horizontal coordinates were scaled from a topographic map and have
 HM0070.an estimated accuracy of +/- 6 seconds.
 HM0070
 HM0070.The orthometric height was determined by differential leveling
 HM0070.and adjusted by the National Geodetic Survey in June 1991..
 HM0070
 HM0070.The geoid height was determined by GEOID03.
 HM0070
 HM0070.The dynamic height is computed by dividing the NAVD 88
 HM0070.geopotential number by the normal gravity value computed on the
 HM0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0070.degrees latitude (g = 980.6199 gals.).
 HM0070
 HM0070.The modeled gravity was interpolated from observed gravity values.
 HM0070
 HM0070;                    North         East    Units  Estimated Accuracy
 HM0070;SPC CO S     -   398,540.      648,640.      MT  (+/- 180 meters Scaled)
 HM0070
 HM0070                          SUPERSEDED SURVEY CONTROL
 HM0070
 HM0070  NGVD 29 (??/??/92) 2113.414  (m)         6933.76   (f) ADJ UNCH    1 2
 HM0070
 HM0070.Superseded values are not recommended for survey control.
 HM0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0070.See file dsdata.txt to determine how the superseded data were derived.
 HM0070
 HM0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG206502(NAD 83)
 HM0070_MARKER: DB = BENCH MARK DISK
 HM0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0070_STAMPING: M 150 1934
 HM0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0070+STABILITY: SURFACE MOTION
 HM0070
 HM0070  HISTORY     - Date     Condition        Report By
 HM0070  HISTORY     - 1934     MONUMENTED       CGS
 HM0070  HISTORY     - 1945     GOOD             NGS
 HM0070  HISTORY     - 1965     MARK NOT FOUND   NGS
 HM0070
 HM0070                          STATION DESCRIPTION
 HM0070
 HM0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 HM0070'IN DOLORES.
 HM0070'AT DOLORES, MONTEZUMA COUNTY, 75 FEET NORTH OF THE NORTHWEST CORNER OF
 HM0070'THE ABANDONED RIO GRANDE SOUTHERN RAILROAD STATION, AT THE CITY PARK,
 HM0070'9 FEET EAST OF THE CENTER OF THE SOUTH ENTRANCE, AND 1 FOOT NORTH OF A
 HM0070'FENCE.  A STANDARD DISK, STAMPED M 150 1934 AND SET IN THE TOP OF A
 HM0070'CONCRETE POST.
 HM0070
 HM0070                          STATION RECOVERY (1965)
 HM0070
 HM0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HM0070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0100 ***********************************************************************
 KM0100  DESIGNATION -  M 152
 KM0100  PID         -  KM0100
 KM0100  STATE/COUNTY-  CO/RIO BLANCO
 KM0100  USGS QUAD   -  BIG FOUNDATION CREEK (1964)
 KM0100
 KM0100                         *CURRENT SURVEY CONTROL
 KM0100  ___________________________________________________________________
 KM0100* NAD 83(1986)-  39 44 14.     (N)    108 47 46.     (W)     SCALED    
 KM0100* NAVD 88     -      1968.815  (meters)    6459.35   (feet)  ADJUSTED  
 KM0100  ___________________________________________________________________
 KM0100  GEOID HEIGHT-         -16.05  (meters)                     GEOID03
 KM0100  DYNAMIC HT  -        1966.824 (meters)    6452.82  (feet)  COMP
 KM0100  MODELED GRAV-     979,544.9   (mgal)                       NAVD 88
 KM0100
 KM0100  VERT ORDER  -  SECOND    CLASS 0
 KM0100
 KM0100.The horizontal coordinates were scaled from a topographic map and have
 KM0100.an estimated accuracy of +/- 6 seconds.
 KM0100
 KM0100.The orthometric height was determined by differential leveling
 KM0100.and adjusted by the National Geodetic Survey in June 1991..
 KM0100
 KM0100.The geoid height was determined by GEOID03.
 KM0100
 KM0100.The dynamic height is computed by dividing the NAVD 88
 KM0100.geopotential number by the normal gravity value computed on the
 KM0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0100.degrees latitude (g = 980.6199 gals.).
 KM0100
 KM0100.The modeled gravity was interpolated from observed gravity values.
 KM0100
 KM0100;                    North         East    Units  Estimated Accuracy
 KM0100;SPC CO N     -   354,900.      631,920.      MT  (+/- 180 meters Scaled)
 KM0100
 KM0100                          SUPERSEDED SURVEY CONTROL
 KM0100
 KM0100  NGVD 29 (??/??/92) 1967.530  (m)         6455.14   (f) ADJ UNCH    2 0
 KM0100
 KM0100.Superseded values are not recommended for survey control.
 KM0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0100.See file dsdata.txt to determine how the superseded data were derived.
 KM0100
 KM0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK888009(NAD 83)
 KM0100_MARKER: DB = BENCH MARK DISK
 KM0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KM0100_STAMPING: M-152 1934
 KM0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0100+STABILITY: SURFACE MOTION
 KM0100
 KM0100  HISTORY     - Date     Condition        Report By
 KM0100  HISTORY     - 1934     MONUMENTED       CGS
 KM0100  HISTORY     - 1964     POOR             USGS
 KM0100  HISTORY     - 1984     MARK NOT FOUND   NGS
 KM0100
 KM0100                          STATION DESCRIPTION
 KM0100
 KM0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KM0100'11.1 MI N FROM DOUGLAS PASS.
 KM0100'11.1 MILES NORTH OF DOUGLAS PASS B.M., ALONG STATE HWY. 139.  ABOUT
 KM0100'0.5 MILE SOUTHWEST OF ROAD TO C.J. EDISON RANCH.  0.4 MILE NORTH OF
 KM0100'HAIRPIN TURN AROUND POINT OF RIDGE.  0.2 MILE SOUTHEAST OF HARRIS LOG
 KM0100'HOUSE, SHEEP BARN AND CORRAL ON WEST SIDE OF DOUGLAS CREEK.  45 FEET
 KM0100'WEST OF CENTERLINE OF STATE HWY. 139.  30 FEET WEST OF CENTERLINE OF
 KM0100'ROAD TO HARRIS RANCH.  6 FEET BELOW LEVEL OF HIGHWAY.  TABLET SET IN
 KM0100'PRECAST CONCRETE POST.
 KM0100
 KM0100                          STATION RECOVERY (1964)
 KM0100
 KM0100'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 KM0100'MARK RECOVERED IN POOR CONDITION.
 KM0100
 KM0100                          STATION RECOVERY (1984)
 KM0100
 KM0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KM0100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0480 ***********************************************************************
 LM0480  DESIGNATION -  M 153
 LM0480  PID         -  LM0480
 LM0480  STATE/COUNTY-  CO/RIO BLANCO
 LM0480  USGS QUAD   -  MEEKER (1966)
 LM0480
 LM0480                         *CURRENT SURVEY CONTROL
 LM0480  ___________________________________________________________________
 LM0480* NAD 83(1986)-  40 01 28.     (N)    107 56 33.     (W)     SCALED    
 LM0480* NAVD 88     -      1895.301  (meters)    6218.17   (feet)  ADJUSTED  
 LM0480  ___________________________________________________________________
 LM0480  GEOID HEIGHT-         -15.65  (meters)                     GEOID03
 LM0480  DYNAMIC HT  -        1893.369 (meters)    6211.83  (feet)  COMP
 LM0480  MODELED GRAV-     979,539.8   (mgal)                       NAVD 88
 LM0480
 LM0480  VERT ORDER  -  SECOND    CLASS 0
 LM0480
 LM0480.The horizontal coordinates were scaled from a topographic map and have
 LM0480.an estimated accuracy of +/- 6 seconds.
 LM0480
 LM0480.The orthometric height was determined by differential leveling
 LM0480.and adjusted by the National Geodetic Survey in June 1991..
 LM0480
 LM0480.The geoid height was determined by GEOID03.
 LM0480
 LM0480.The dynamic height is computed by dividing the NAVD 88
 LM0480.geopotential number by the normal gravity value computed on the
 LM0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0480.degrees latitude (g = 980.6199 gals.).
 LM0480
 LM0480.The modeled gravity was interpolated from observed gravity values.
 LM0480
 LM0480;                    North         East    Units  Estimated Accuracy
 LM0480;SPC CO N     -   384,410.      705,940.      MT  (+/- 180 meters Scaled)
 LM0480
 LM0480                          SUPERSEDED SURVEY CONTROL
 LM0480
 LM0480  NGVD 29 (??/??/92) 1893.985  (m)         6213.85   (f) ADJ UNCH    2 0
 LM0480
 LM0480.Superseded values are not recommended for survey control.
 LM0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0480.See file dsdata.txt to determine how the superseded data were derived.
 LM0480
 LM0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE488346(NAD 83)
 LM0480_MARKER: DB = BENCH MARK DISK
 LM0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0480_STAMPING: M 153 1934
 LM0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0480+STABILITY: SURFACE MOTION
 LM0480
 LM0480  HISTORY     - Date     Condition        Report By
 LM0480  HISTORY     - 1934     MONUMENTED       CGS
 LM0480  HISTORY     - 1966     MARK NOT FOUND   NGS
 LM0480
 LM0480                          STATION DESCRIPTION
 LM0480
 LM0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 LM0480'2.4 MI W FROM MEEKER.
 LM0480'2.4 MILES WEST ALONG STATE HIGHWAY 13 FROM THE HIGH SCHOOL AT MEEKER,
 LM0480'RIO BLANCO COUNTY, ABOUT 0.2 MILE NORTHWEST OF A BRIGHT YELLOW HOUSE
 LM0480'WITH BROWN TRIMMINGS SOUTH OF THE HIGHWAY, ABOUT 540 FEET EAST OF THE
 LM0480'MORE EASTERLY ONE OF TWO COAL DUMPS AND LOADING CHUTES, ON THE NORTH
 LM0480'SIDE OF A BORROW PIT, AND ABOUT 55 FEET NORTH OF THE CENTER LINE OF
 LM0480'THE HIGHWAY.  A STANDARD DISK, STAMPED M 153 1934 AND SET IN THE TOP
 LM0480'OF A CONCRETE POST.  NOTE-- PROBABLY DESTROYED BY HIGHWAY
 LM0480'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0436 ***********************************************************************
 LM0436  CBN         -  This is a Cooperative Base Network Control Station.
 LM0436  DESIGNATION -  M 154
 LM0436  PID         -  LM0436
 LM0436  STATE/COUNTY-  CO/MOFFAT
 LM0436  USGS QUAD   -  CASTOR GULCH (1966)
 LM0436
 LM0436                         *CURRENT SURVEY CONTROL
 LM0436  ___________________________________________________________________
 LM0436* NAD 83(1992)-  40 29 07.32248(N)    107 33 46.78433(W)     ADJUSTED  
 LM0436* NAVD 88     -      1946.338  (meters)    6385.61   (feet)  ADJUSTED  
 LM0436  ___________________________________________________________________
 LM0436  X           -  -1,466,332.173 (meters)                     COMP
 LM0436  Y           -  -4,632,844.049 (meters)                     COMP
 LM0436  Z           -   4,120,378.384 (meters)                     COMP
 LM0436  LAPLACE CORR-           5.53  (seconds)                    DEFLEC99
 LM0436  ELLIP HEIGHT-        1931.74  (meters)          (10/21/02) GPS OBS
 LM0436  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 LM0436  DYNAMIC HT  -        1944.495 (meters)    6379.56  (feet)  COMP
 LM0436  MODELED GRAV-     979,608.8   (mgal)                       NAVD 88
 LM0436
 LM0436  HORZ ORDER  -  B
 LM0436  VERT ORDER  -  SECOND    CLASS 0
 LM0436  ELLP ORDER  -  FIFTH     CLASS I
 LM0436
 LM0436.The horizontal coordinates were established by GPS observations
 LM0436.and adjusted by the National Geodetic Survey in May 1992..
 LM0436
 LM0436.The orthometric height was determined by differential leveling
 LM0436.and adjusted by the National Geodetic Survey in June 1991..
 LM0436
 LM0436.Photographs are available for this station.
 LM0436
 LM0436.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LM0436
 LM0436.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0436
 LM0436.The ellipsoidal height was determined by GPS observations
 LM0436.and is referenced to NAD 83.
 LM0436
 LM0436.The geoid height was determined by GEOID03.
 LM0436
 LM0436.The dynamic height is computed by dividing the NAVD 88
 LM0436.geopotential number by the normal gravity value computed on the
 LM0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0436.degrees latitude (g = 980.6199 gals.).
 LM0436
 LM0436.The modeled gravity was interpolated from observed gravity values.
 LM0436
 LM0436;                    North         East     Units Scale Factor Converg.
 LM0436;SPC CO N     -   434,747.653   739,510.174   MT  0.99996521   -1 19 58.7
 LM0436;SPC CO N     - 1,426,334.59  2,426,209.63   sFT  0.99996521   -1 19 58.7
 LM0436;UTM  13      - 4,484,786.166   282,768.802   MT  1.00018090   -1 39 52.9
 LM0436
 LM0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0436!SPC CO N     -   0.99969706  x   0.99996521  =   0.99966228
 LM0436!UTM  13      -   0.99969706  x   1.00018090  =   0.99987791
 LM0436
 LM0436                          SUPERSEDED SURVEY CONTROL
 LM0436
 LM0436  NAD 83(1986)-  40 29 07.31147(N)    107 33 46.77084(W) AD(       ) 3
 LM0436  ELLIP H (05/26/92) 1931.76   (m)                       GP(       ) 4 1
 LM0436  NAVD 88 (05/26/92) 1946.34   (m)         6385.6    (f) LEVELING    3  
 LM0436  NGVD 29 (??/??/92) 1945.135  (m)         6381.66   (f) ADJ UNCH    2 0
 LM0436
 LM0436.Superseded values are not recommended for survey control.
 LM0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0436.See file dsdata.txt to determine how the superseded data were derived.
 LM0436
 LM0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE8276984786(NAD 83)
 LM0436_MARKER: DB = BENCH MARK DISK
 LM0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0436_SP_SET: CONCRETE POST
 LM0436_STAMPING: M 154 1934
 LM0436_MARK LOGO: CGS   
 LM0436_MAGNETIC: N = NO MAGNETIC MATERIAL
 LM0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0436+STABILITY: SURFACE MOTION
 LM0436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LM0436+SATELLITE: SATELLITE OBSERVATIONS - May 18, 1999
 LM0436
 LM0436  HISTORY     - Date     Condition        Report By
 LM0436  HISTORY     - 1934     MONUMENTED       CGS
 LM0436  HISTORY     - 19910719 GOOD             NGS
 LM0436  HISTORY     - 19930604 GOOD             CODOT
 LM0436  HISTORY     - 19950614 GOOD             NGS
 LM0436  HISTORY     - 19960620 GOOD             CODOT
 LM0436  HISTORY     - 19990518 GOOD             MSAM
 LM0436
 LM0436                          STATION DESCRIPTION
 LM0436
 LM0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LM0436'2.3 MI SW FROM CRAIG.
 LM0436'2.3 MILES SOUTHWEST ALONG STATE HIGHWAY 13 FROM THE DENVER AND SALT
 LM0436'LAKE RAILWAY STATION AT CRAIG, MOFFAT COUNTY, ON THE FIRST BENCH OF
 LM0436'THE MESA SOUTHWEST OF CRAIG, 45 FEET NORTHEAST OF THE CENTER LINE OF
 LM0436'THE ROAD LEADING TO THE ROBERT ESTEY RANCH, ABOUT 90 FEET NORTHWEST OF
 LM0436'THE CENTER LINE OF THE HIGHWAY, 54 FEET SOUTHWEST OF A POLE, 17 FEET
 LM0436'NORTHEAST OF THE SOUTH CORNER OF A FENCE, AND 3 FEET SOUTHEAST OF A
 LM0436'FENCE.  A STANDARD DISK, STAMPED M 154 1934 AND SET IN THE TOP OF A
 LM0436'CONCRETE POST.
 LM0436
 LM0436                          STATION RECOVERY (1991)
 LM0436
 LM0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LM0436'STATION IS LOCATED ABOUT 3 KM (1.9 MI) SOUTH OF CRAIG, ALONG A COUNTY
 LM0436'ROAD AND NATURAL GAS AND PETROLEUM PIPELINES, IN A SMALL FIELD, ABOUT
 LM0436'100 M (328.1 FT) NORTHWEST OF TWO OIL STORAGE TANKS, IN THE SOUTHEAST
 LM0436'CORNER OF SECTION 11, T 6 N, R 91 W.  OWNERSHIP--FRANK C. ESTEY JR.
 LM0436'112 SMILEY CT, CRAIG CO 81625.  PHONE IS 303-824-6694.  FRANK C.
 LM0436'ESTEY SR. 738 WASHINGTON STREET, CRAIG CO 81625.
 LM0436'TO REACH FROM THE JUNCTION OF US HIGHWAY 40 AND STATE HIGHWAY 13 ON
 LM0436'THE WEST SIDE OF CRAIG, GO EAST THROUGH TOWN ON HIGHWAYS 40 AND 13
 LM0436'FOR 1.05 MI (1.69 KM) TO A FORK.  BEAR RIGHT ON HIGHWAYS 40 AND 13
 LM0436'FOR 0.20 MI (0.32 KM) TO A CROSS STREET AND JUNCTION OF STATE HIGHWAY
 LM0436'394. TURN RIGHT, SOUTHEAST, ON HIGHWAY 394 (RANNEY STREET) FOR 1.2 MI
 LM0436'(1.9 KM) TO JUNCTION OF HIGHWAY 394 ON THE LEFT.  CONTINUE AHEAD,
 LM0436'SOUTH, ON RANNEY STREET (COUNTY ROAD 107) FOR 0.65 MI (1.05 KM) TO A
 LM0436'GRAVEL ROAD LEFT AT TOP OF GRADE.  CONTINUE AHEAD FOR 0.3 MI
 LM0436'(0.5 KM) TO A GRAVEL LANE AND THE STATION ON THE RIGHT.
 LM0436'STATION MARK IS SET IN THE TOP OF A 20-CM SQUARE CONCRETE POST
 LM0436'PROJECTING 15 CM.  IT IS 23.8 M (78.1 FT) NORTH OF, AND SLIGHTLY
 LM0436'LOWER THAN THE ROAD CENTER, 13.2 M (43.3 FT) EAST OF THE CENTER OF
 LM0436'THE GRAVEL LANE LEADING TO RESIDENCE AT 1110 RANNEY STREET, 0.2 M
 LM0436'(0.7 FT) SOUTH OF A FIBERGLASS WITNESS POST, 15.1 M (49.5 FT)
 LM0436'WEST-NORTHWEST OF UTILITY POLE 9 AND 22.9 M (75.1 FT) NORTHEAST OF A
 LM0436'PETROLEUM PIPELINE PIPE WITNESS POST.
 LM0436'DESCRIBED BY G.R.HEID
 LM0436
 LM0436                          STATION RECOVERY (1993)
 LM0436
 LM0436'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1993 (LMJ)
 LM0436'RECOVERED AS DESCRIBED.
 LM0436
 LM0436                          STATION RECOVERY (1995)
 LM0436
 LM0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 LM0436'RECOVERED AS DESCRIBED.
 LM0436
 LM0436                          STATION RECOVERY (1996)
 LM0436
 LM0436'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (RSC)
 LM0436'RECOVERED AS DESCRIBED.
 LM0436
 LM0436                          STATION RECOVERY (1999)
 LM0436
 LM0436'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 LM0436'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0542 ***********************************************************************
 KL0542  DESIGNATION -  M 155
 KL0542  PID         -  KL0542
 KL0542  STATE/COUNTY-  CO/RIO BLANCO
 KL0542  USGS QUAD   -  LO 7 HILL (1987)
 KL0542
 KL0542                         *CURRENT SURVEY CONTROL
 KL0542  ___________________________________________________________________
 KL0542* NAD 83(1986)-  39 57 27.     (N)    107 58 09.     (W)     SCALED    
 KL0542* NAVD 88     -      2007.908  (meters)    6587.61   (feet)  ADJUSTED  
 KL0542  ___________________________________________________________________
 KL0542  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 KL0542  DYNAMIC HT  -        2005.789 (meters)    6580.66  (feet)  COMP
 KL0542  MODELED GRAV-     979,499.6   (mgal)                       NAVD 88
 KL0542
 KL0542  VERT ORDER  -  SECOND    CLASS 0
 KL0542
 KL0542.The horizontal coordinates were scaled from a topographic map and have
 KL0542.an estimated accuracy of +/- 6 seconds.
 KL0542
 KL0542.The orthometric height was determined by differential leveling
 KL0542.and adjusted by the National Geodetic Survey in June 1991..
 KL0542
 KL0542.The geoid height was determined by GEOID03.
 KL0542
 KL0542.The dynamic height is computed by dividing the NAVD 88
 KL0542.geopotential number by the normal gravity value computed on the
 KL0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0542.degrees latitude (g = 980.6199 gals.).
 KL0542
 KL0542.The modeled gravity was interpolated from observed gravity values.
 KL0542
 KL0542;                    North         East    Units  Estimated Accuracy
 KL0542;SPC CO N     -   377,040.      703,450.      MT  (+/- 180 meters Scaled)
 KL0542
 KL0542                          SUPERSEDED SURVEY CONTROL
 KL0542
 KL0542  NGVD 29 (??/??/92) 2006.542  (m)         6583.13   (f) ADJ UNCH    2 0
 KL0542
 KL0542.Superseded values are not recommended for survey control.
 KL0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0542.See file dsdata.txt to determine how the superseded data were derived.
 KL0542
 KL0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBE463272(NAD 83)
 KL0542_MARKER: DB = BENCH MARK DISK
 KL0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0542_STAMPING: M 155 1934
 KL0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0542+STABILITY: SURFACE MOTION
 KL0542
 KL0542  HISTORY     - Date     Condition        Report By
 KL0542  HISTORY     - 1934     MONUMENTED       CGS
 KL0542  HISTORY     - 1963     MARK NOT FOUND   USGS
 KL0542
 KL0542                          STATION DESCRIPTION
 KL0542
 KL0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KL0542'8.3 MI SW FROM MEEKER.
 KL0542'8.3 MILES SOUTHWEST ALONG STATE HIGHWAY 13 FROM THE HIGH SCHOOL AT
 KL0542'MEEKER, NORTHEAST OF A WHITE SANDSTONE LEDGE WITH A SMALL RANCH HOUSE
 KL0542'AND BUILDINGS AT THE SOUTH END, 18 FEET NORTH OF THE CENTER LINE OF A
 KL0542'GATEWAY, 12 FEET NORTH OF DIVISION FENCE, 27 FEET WEST OF THE CENTER
 KL0542'LINE OF THE HIGHWAY, AND 2.5 FEET EAST OF A FENCE, AND SET IN THE TOP
 KL0542'OF A CONCRETE POST.
 KL0542
 KL0542                          STATION RECOVERY (1963)
 KL0542
 KL0542'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 KL0542'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0502 ***********************************************************************
 KL0502  DESIGNATION -  M 156
 KL0502  PID         -  KL0502
 KL0502  STATE/COUNTY-  CO/PITKIN
 KL0502  USGS QUAD   -  REDSTONE (1987)
 KL0502
 KL0502                         *CURRENT SURVEY CONTROL
 KL0502  ___________________________________________________________________
 KL0502* NAD 83(1986)-  39 13 32.     (N)    107 13 18.     (W)     SCALED    
 KL0502* NAVD 88     -      2128.351  (meters)    6982.76   (feet)  ADJUSTED  
 KL0502  ___________________________________________________________________
 KL0502  GEOID HEIGHT-         -14.54  (meters)                     GEOID03
 KL0502  DYNAMIC HT  -        2125.818 (meters)    6974.45  (feet)  COMP
 KL0502  MODELED GRAV-     979,362.6   (mgal)                       NAVD 88
 KL0502
 KL0502  VERT ORDER  -  SECOND    CLASS 0
 KL0502
 KL0502.The horizontal coordinates were scaled from a topographic map and have
 KL0502.an estimated accuracy of +/- 6 seconds.
 KL0502
 KL0502.The orthometric height was determined by differential leveling
 KL0502.and adjusted by the National Geodetic Survey in June 1991..
 KL0502
 KL0502.The geoid height was determined by GEOID03.
 KL0502
 KL0502.The dynamic height is computed by dividing the NAVD 88
 KL0502.geopotential number by the normal gravity value computed on the
 KL0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0502.degrees latitude (g = 980.6199 gals.).
 KL0502
 KL0502.The modeled gravity was interpolated from observed gravity values.
 KL0502
 KL0502;                    North         East    Units  Estimated Accuracy
 KL0502;SPC CO C     -   460,760.      765,750.      MT  (+/- 180 meters Scaled)
 KL0502
 KL0502                          SUPERSEDED SURVEY CONTROL
 KL0502
 KL0502  NGVD 29 (??/??/92) 2126.829  (m)         6977.77   (f) ADJ UNCH    2 0
 KL0502
 KL0502.Superseded values are not recommended for survey control.
 KL0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0502.See file dsdata.txt to determine how the superseded data were derived.
 KL0502
 KL0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD082441(NAD 83)
 KL0502_MARKER: DB = BENCH MARK DISK
 KL0502_SETTING: 80 = SET IN A BOULDER
 KL0502_SP_SET: BOULDER
 KL0502_STAMPING: M 156 1934
 KL0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0502+STABILITY: SURFACE MOTION
 KL0502
 KL0502  HISTORY     - Date     Condition        Report By
 KL0502  HISTORY     - 1934     MONUMENTED       CGS
 KL0502  HISTORY     - 1959     GOOD             USGS
 KL0502  HISTORY     - 19950816 GOOD             USPSQD
 KL0502
 KL0502                          STATION DESCRIPTION
 KL0502
 KL0502'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 KL0502'3.5 MI N FROM REDSTONE.
 KL0502'3.5 MILES NORTH ALONG THE OLD ROADBED OF THE ABANDONED CRYSTAL RIVER
 KL0502'AND SAN JUAN RAILROAD FROM THE STATION AT REDSTONE, ABOUT 500 FEET
 KL0502'NORTH OF THE NORTHEAST CORNER OF THE FRED WILKEY RANCH HOUSE IN 1934,
 KL0502'100 FEET SOUTH OF A 3.5-FOOT LONE PINE TREE, 48 FEET NORTHEAST OF THE
 KL0502'CENTERLINE OF THE OLD ROADBED, 42 FEET EAST OF A POLE, IN THE TOP OF A
 KL0502'4.5-FOOT RED GRANITE BOULDER, AND ABOUT 4 FEET HIGHER THAN THE TOP OF
 KL0502'THE RAIL.  A STANDARD DISK, STAMPED M 156 1934.  NOTE-- 1.6 MILES
 KL0502'NORTH OF THE REDSTONE POST OFFICE, TO THE OLD RAILROAD GRADE JUST
 KL0502'BEFORE REACHING BRIDGE, THENCE 1.8 MILES NORTH ALONG THE OLD RAILROAD
 KL0502'GRADE, ABOUT 353 FEET NORTH-NORTHEAST OF AN OLD FARM HOUSE, 95 FEET
 KL0502'SOUTHWEST OF A LONE PINE TREE, AND 48 FEET NORTHEAST OF THE OLD
 KL0502'RAILROAD GRADE.
 KL0502
 KL0502                          STATION RECOVERY (1995)
 KL0502
 KL0502'RECOVERY NOTE BY US POWER SQUADRON 1995
 KL0502'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0269 ***********************************************************************
 JL0269  DESIGNATION -  M 157
 JL0269  PID         -  JL0269
 JL0269  STATE/COUNTY-  CO/GUNNISON
 JL0269  USGS QUAD   -  PAONIA RESERVOIR (1964)
 JL0269
 JL0269                         *CURRENT SURVEY CONTROL
 JL0269  ___________________________________________________________________
 JL0269* NAD 83(1986)-  38 55 11.     (N)    107 15 30.     (W)     SCALED    
 JL0269* NAVD 88     -      2449.720  (meters)    8037.12   (feet)  ADJUSTED  
 JL0269  ___________________________________________________________________
 JL0269  GEOID HEIGHT-         -14.77  (meters)                     GEOID03
 JL0269  DYNAMIC HT  -        2446.723 (meters)    8027.29  (feet)  COMP
 JL0269  MODELED GRAV-     979,316.3   (mgal)                       NAVD 88
 JL0269
 JL0269  VERT ORDER  -  SECOND    CLASS 0
 JL0269
 JL0269.The horizontal coordinates were scaled from a topographic map and have
 JL0269.an estimated accuracy of +/- 6 seconds.
 JL0269
 JL0269.The orthometric height was determined by differential leveling
 JL0269.and adjusted by the National Geodetic Survey in June 1991..
 JL0269.WARNING-Repeat measurements at this control monument indicate possible
 JL0269.vertical movement.
 JL0269
 JL0269.The geoid height was determined by GEOID03.
 JL0269
 JL0269.The dynamic height is computed by dividing the NAVD 88
 JL0269.geopotential number by the normal gravity value computed on the
 JL0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0269.degrees latitude (g = 980.6199 gals.).
 JL0269
 JL0269.The modeled gravity was interpolated from observed gravity values.
 JL0269
 JL0269;                    North         East    Units  Estimated Accuracy
 JL0269;SPC CO C     -   426,870.      761,930.      MT  (+/- 180 meters Scaled)
 JL0269
 JL0269                          SUPERSEDED SURVEY CONTROL
 JL0269
 JL0269  NGVD 29 (??/??/92) 2448.105  (m)         8031.82   (f) ADJ UNCH    2 0
 JL0269
 JL0269.Superseded values are not recommended for survey control.
 JL0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0269.See file dsdata.txt to determine how the superseded data were derived.
 JL0269
 JL0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD042102(NAD 83)
 JL0269_MARKER: DB = BENCH MARK DISK
 JL0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0269_STAMPING: M 157 1934
 JL0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0269+STABILITY: SURFACE MOTION
 JL0269
 JL0269  HISTORY     - Date     Condition        Report By
 JL0269  HISTORY     - 1934     MONUMENTED       CGS
 JL0269  HISTORY     - 1964     GOOD             USGS
 JL0269
 JL0269                          STATION DESCRIPTION
 JL0269
 JL0269'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 JL0269'11.3 MI SE FROM BARDINE.
 JL0269'11.8 MILES SOUTHEAST ALONG STATE HWY. 135 FROM ITS JUNCTION WITH STATE
 JL0269'HIGHWAY 133, 66 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF A
 JL0269'ROAD LEADING TO THE PHILLIPS RANCH, 41 FEET SOUTHWEST OF THE
 JL0269'CENTERLINE OF THE HIGHWAY AND 9 FEET SOUTHWEST OF THE CENTERLINE OF
 JL0269'THE RANCH ROAD, A STANDARD DISK STAMPED M 157 1934 SET IN THE TOP OF A
 JL0269'CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0535 ***********************************************************************
 KL0535  DESIGNATION -  M 158
 KL0535  PID         -  KL0535
 KL0535  STATE/COUNTY-  CO/GARFIELD
 KL0535  USGS QUAD   -  CARBONDALE (1987)
 KL0535
 KL0535                         *CURRENT SURVEY CONTROL
 KL0535  ___________________________________________________________________
 KL0535* NAD 83(1986)-  39 25 53.     (N)    107 14 46.     (W)     SCALED    
 KL0535* NAVD 88     -      1853.245  (meters)    6080.19   (feet)  ADJUSTED  
 KL0535  ___________________________________________________________________
 KL0535  GEOID HEIGHT-         -14.86  (meters)                     GEOID03
 KL0535  DYNAMIC HT  -        1851.177 (meters)    6073.40  (feet)  COMP
 KL0535  MODELED GRAV-     979,447.0   (mgal)                       NAVD 88
 KL0535
 KL0535  VERT ORDER  -  SECOND    CLASS 0
 KL0535
 KL0535.The horizontal coordinates were scaled from a topographic map and have
 KL0535.an estimated accuracy of +/- 6 seconds.
 KL0535
 KL0535.The orthometric height was determined by differential leveling
 KL0535.and adjusted by the National Geodetic Survey in June 1991..
 KL0535
 KL0535.The geoid height was determined by GEOID03.
 KL0535
 KL0535.The dynamic height is computed by dividing the NAVD 88
 KL0535.geopotential number by the normal gravity value computed on the
 KL0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0535.degrees latitude (g = 980.6199 gals.).
 KL0535
 KL0535.The modeled gravity was interpolated from observed gravity values.
 KL0535
 KL0535;                    North         East    Units  Estimated Accuracy
 KL0535;SPC CO C     -   483,640.      764,080.      MT  (+/- 180 meters Scaled)
 KL0535
 KL0535                          SUPERSEDED SURVEY CONTROL
 KL0535
 KL0535  NGVD 29 (??/??/92) 1851.868  (m)         6075.67   (f) ADJ UNCH    2 0
 KL0535
 KL0535.Superseded values are not recommended for survey control.
 KL0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0535.See file dsdata.txt to determine how the superseded data were derived.
 KL0535
 KL0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD066670(NAD 83)
 KL0535_MARKER: DB = BENCH MARK DISK
 KL0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0535_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0535_STAMPING: M 158 1934
 KL0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0535+STABILITY: SURFACE MOTION
 KL0535
 KL0535  HISTORY     - Date     Condition        Report By
 KL0535  HISTORY     - 1934     MONUMENTED       CGS
 KL0535  HISTORY     - 1960     MARK NOT FOUND   USGS
 KL0535  HISTORY     - 20030703 MARK NOT FOUND   USPSQD
 KL0535
 KL0535                          STATION DESCRIPTION
 KL0535
 KL0535'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 KL0535'2.9 MI NW FROM CARBONDALE.
 KL0535'2.9 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KL0535'FROM THE STATION AT CARBONDALE, GARFIELD COUNTY, 345 FEET SOUTH OF
 KL0535'MILEPOST 370, 78 FEET NORTHWEST OF THE LANE LEADING TO THE PETER CHUC
 KL0535'RANCH, 175 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, 63 FEET
 KL0535'NORTH OF THE NORTH CORNER OF THE PETER CHUC HOUSE, 18 FEET SOUTHEAST
 KL0535'OF A NORTH FENCE CORNER, AND 3 FEET SOUTHWEST OF THE FENCE.  A
 KL0535'STANDARD DISK, STAMPED M 158 1934 AND SET IN THE TOP OF A CONCRETE
 KL0535'POST.
 KL0535
 KL0535                          STATION RECOVERY (2003)
 KL0535
 KL0535'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 KL0535'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0297 ***********************************************************************
 KL0297  DESIGNATION -  M 159
 KL0297  PID         -  KL0297
 KL0297  STATE/COUNTY-  CO/PITKIN
 KL0297  USGS QUAD   -  ASPEN (1987)
 KL0297
 KL0297                         *CURRENT SURVEY CONTROL
 KL0297  ___________________________________________________________________
 KL0297* NAD 83(1986)-  39 08 17.     (N)    106 45 56.     (W)     SCALED    
 KL0297* NAVD 88     -      2583.984  (meters)    8477.62   (feet)  ADJUSTED  
 KL0297  ___________________________________________________________________
 KL0297  GEOID HEIGHT-         -13.35  (meters)                     GEOID03
 KL0297  DYNAMIC HT  -        2580.684 (meters)    8466.79  (feet)  COMP
 KL0297  MODELED GRAV-     979,257.9   (mgal)                       NAVD 88
 KL0297
 KL0297  VERT ORDER  -  SECOND    CLASS 0
 KL0297
 KL0297.The horizontal coordinates were scaled from a topographic map and have
 KL0297.an estimated accuracy of +/- 6 seconds.
 KL0297
 KL0297.The orthometric height was determined by differential leveling
 KL0297.and adjusted by the National Geodetic Survey in June 1991..
 KL0297
 KL0297.The geoid height was determined by GEOID03.
 KL0297
 KL0297.The dynamic height is computed by dividing the NAVD 88
 KL0297.geopotential number by the normal gravity value computed on the
 KL0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0297.degrees latitude (g = 980.6199 gals.).
 KL0297
 KL0297.The modeled gravity was interpolated from observed gravity values.
 KL0297
 KL0297;                    North         East    Units  Estimated Accuracy
 KL0297;SPC CO C     -   450,400.      805,000.      MT  (+/- 180 meters Scaled)
 KL0297
 KL0297                          SUPERSEDED SURVEY CONTROL
 KL0297
 KL0297  NGVD 29 (??/??/92) 2582.290  (m)         8472.06   (f) ADJ UNCH    2 0
 KL0297
 KL0297.Superseded values are not recommended for survey control.
 KL0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0297.See file dsdata.txt to determine how the superseded data were derived.
 KL0297
 KL0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD474335(NAD 83)
 KL0297_MARKER: DB = BENCH MARK DISK
 KL0297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0297_STAMPING: M 159 1934
 KL0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0297+STABILITY: SURFACE MOTION
 KL0297
 KL0297  HISTORY     - Date     Condition        Report By
 KL0297  HISTORY     - 1934     MONUMENTED       CGS
 KL0297  HISTORY     - 1968     GOOD             NGS
 KL0297
 KL0297                          STATION DESCRIPTION
 KL0297
 KL0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KL0297'5.0 MI SE FROM ASPEN.
 KL0297'5.0 MILES SOUTHEAST ALONG STATE HIGHWAY 82 FROM THE COURTHOUSE AT
 KL0297'ASPEN, PITKIN COUNTY, AT A SMALL LOOP OF AN OLD ROAD TO THE EAST OF
 KL0297'THE HIGHWAY, 133 FEET SOUTHEAST OF A BRIDGE WITH WHITE CURBS, 15 FEET
 KL0297'EAST OF THE CENTERLINE OF THE OLD ROAD, 64 FEET EAST OF THE CENTERLINE
 KL0297'OF THE HIGHWAY, AND 23.5 FEET WEST OF A BOULDER 12 FEET HIGH AND 6
 KL0297'FEET WIDE.  A STANDARD DISK, STAMPED M 159 1934 AND SET IN THE TOP OF
 KL0297'A CONCRETE POST.
 KL0297
 KL0297                          STATION RECOVERY (1968)
 KL0297
 KL0297'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 KL0297'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0818 ***********************************************************************
 KK0818  DESIGNATION -  M 16
 KK0818  PID         -  KK0818
 KK0818  STATE/COUNTY-  CO/PARK
 KK0818  USGS QUAD   -  SHAWNEE (1994)
 KK0818
 KK0818                         *CURRENT SURVEY CONTROL
 KK0818  ___________________________________________________________________
 KK0818* NAD 83(1986)-  39 25 07.     (N)    105 31 38.     (W)     SCALED    
 KK0818* NAVD 88     -      2429.503  (meters)    7970.79   (feet)  ADJUSTED  
 KK0818  ___________________________________________________________________
 KK0818  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 KK0818  DYNAMIC HT  -        2426.746 (meters)    7961.75  (feet)  COMP
 KK0818  MODELED GRAV-     979,404.0   (mgal)                       NAVD 88
 KK0818
 KK0818  VERT ORDER  -  FIRST     CLASS II
 KK0818
 KK0818.The horizontal coordinates were scaled from a topographic map and have
 KK0818.an estimated accuracy of +/- 6 seconds.
 KK0818
 KK0818.The orthometric height was determined by differential leveling
 KK0818.and adjusted by the National Geodetic Survey in June 1991..
 KK0818
 KK0818.The geoid height was determined by GEOID03.
 KK0818
 KK0818.The dynamic height is computed by dividing the NAVD 88
 KK0818.geopotential number by the normal gravity value computed on the
 KK0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0818.degrees latitude (g = 980.6199 gals.).
 KK0818
 KK0818.The modeled gravity was interpolated from observed gravity values.
 KK0818
 KK0818;                    North         East    Units  Estimated Accuracy
 KK0818;SPC CO C     -   480,780.      912,060.      MT  (+/- 180 meters Scaled)
 KK0818
 KK0818                          SUPERSEDED SURVEY CONTROL
 KK0818
 KK0818  NGVD 29 (??/??/92) 2428.195  (m)         7966.50   (f) ADJ UNCH    1 2
 KK0818
 KK0818.Superseded values are not recommended for survey control.
 KK0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0818.See file dsdata.txt to determine how the superseded data were derived.
 KK0818
 KK0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD546633(NAD 83)
 KK0818_MARKER: DD = SURVEY DISK
 KK0818_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0818_SP_SET: CULVERT
 KK0818_STAMPING: M 16 7967.724
 KK0818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0818
 KK0818  HISTORY     - Date     Condition        Report By
 KK0818  HISTORY     - UNK      MONUMENTED       BOR
 KK0818  HISTORY     - 1955     GOOD             NGS
 KK0818
 KK0818                          STATION DESCRIPTION
 KK0818
 KK0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 KK0818'1.6 MI E FROM SHAWNEE.
 KK0818'1.6 MILES EAST ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE AT
 KK0818'SHAWNEE, ON THE OUTSIDE OF A CURVE IN THE HIGHWAY, 0.15 MILE
 KK0818'SOUTHEAST OF A HOUSE, 30 FEET WEST OF A 5 FOOT ROUND HOLE IN THE
 KK0818'SOUTHWEST FACE OF A ROCK CLIFF, 20 FEET NORTHEAST OF THE CENTER LINE
 KK0818'OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 KK0818'HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0177 ***********************************************************************
 LK0177  DESIGNATION -  M 16
 LK0177  PID         -  LK0177
 LK0177  STATE/COUNTY-  CO/LOGAN
 LK0177  USGS QUAD   -  ILIFF (1951)
 LK0177
 LK0177                         *CURRENT SURVEY CONTROL
 LK0177  ___________________________________________________________________
 LK0177* NAD 83(1986)-  40 46 16.     (N)    103 01 55.     (W)     SCALED    
 LK0177* NAVD 88     -      1163.539  (meters)    3817.38   (feet)  ADJUSTED  
 LK0177  ___________________________________________________________________
 LK0177  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 LK0177  DYNAMIC HT  -        1162.710 (meters)    3814.66  (feet)  COMP
 LK0177  MODELED GRAV-     979,871.9   (mgal)                       NAVD 88
 LK0177
 LK0177  VERT ORDER  -  FIRST     CLASS II
 LK0177
 LK0177.The horizontal coordinates were scaled from a topographic map and have
 LK0177.an estimated accuracy of +/- 6 seconds.
 LK0177
 LK0177.The orthometric height was determined by differential leveling
 LK0177.and adjusted by the National Geodetic Survey in June 1991..
 LK0177
 LK0177.The geoid height was determined by GEOID03.
 LK0177
 LK0177.The dynamic height is computed by dividing the NAVD 88
 LK0177.geopotential number by the normal gravity value computed on the
 LK0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0177.degrees latitude (g = 980.6199 gals.).
 LK0177
 LK0177.The modeled gravity was interpolated from observed gravity values.
 LK0177
 LK0177;                    North         East    Units  Estimated Accuracy
 LK0177;SPC CO N     -   467,340.    1,122,740.      MT  (+/- 180 meters Scaled)
 LK0177
 LK0177                          SUPERSEDED SURVEY CONTROL
 LK0177
 LK0177  NGVD 29 (??/??/92) 1163.000  (m)         3815.61   (f) ADJ UNCH    1 2
 LK0177
 LK0177.Superseded values are not recommended for survey control.
 LK0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0177.See file dsdata.txt to determine how the superseded data were derived.
 LK0177
 LK0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF660152(NAD 83)
 LK0177_MARKER: DB = BENCH MARK DISK
 LK0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0177_STAMPING: 3815.609 M 16 1926
 LK0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0177+STABILITY: SURFACE MOTION
 LK0177
 LK0177  HISTORY     - Date     Condition        Report By
 LK0177  HISTORY     - 1926     MONUMENTED       CGS
 LK0177  HISTORY     - 1941     GOOD             NGS
 LK0177  HISTORY     - 1986     MARK NOT FOUND   NGS
 LK0177
 LK0177                          STATION DESCRIPTION
 LK0177
 LK0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LK0177'2 MI NE FROM ILIFF.
 LK0177'ABOUT 2 MILES NORTHEAST ALONG THE UNION PACIFIC RAILROAD FROM
 LK0177'ILIFF, ABOUT 300 YARDS WEST OF THE BEET DUMP AT SELMA, AT THE
 LK0177'CROSSING OF A NORTH-AND-SOUTH ROAD, 46.3 FEET NORTH OF THE NORTH
 LK0177'RAIL, 26.3 FEET EAST OF THE ROAD, 8 FEET NORTH AND 2 FEET EAST OF
 LK0177'A POLE, 4 FEET SOUTH OF A GUYPOLE, AND 1.7 FEET SOUTH OF AN
 LK0177'EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED 3815.609 M 16 1926
 LK0177'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 LK0177'GROUND.
 LK0177
 LK0177                          STATION RECOVERY (1986)
 LK0177
 LK0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LK0177'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0292 ***********************************************************************
 JL0292  DESIGNATION -  M 160
 JL0292  PID         -  JL0292
 JL0292  STATE/COUNTY-  CO/GUNNISON
 JL0292  USGS QUAD   -  SOMERSET (1978)
 JL0292
 JL0292                         *CURRENT SURVEY CONTROL
 JL0292  ___________________________________________________________________
 JL0292* NAD 83(1986)-  38 55 43.     (N)    107 26 23.     (W)     SCALED    
 JL0292* NAVD 88     -      1856.239  (meters)    6090.01   (feet)  ADJUSTED  
 JL0292  ___________________________________________________________________
 JL0292  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 JL0292  DYNAMIC HT  -        1854.060 (meters)    6082.86  (feet)  COMP
 JL0292  MODELED GRAV-     979,390.0   (mgal)                       NAVD 88
 JL0292
 JL0292  VERT ORDER  -  SECOND    CLASS 0
 JL0292
 JL0292.The horizontal coordinates were scaled from a topographic map and have
 JL0292.an estimated accuracy of +/- 6 seconds.
 JL0292
 JL0292.The orthometric height was determined by differential leveling
 JL0292.and adjusted by the National Geodetic Survey in June 1991..
 JL0292
 JL0292.The geoid height was determined by GEOID03.
 JL0292
 JL0292.The dynamic height is computed by dividing the NAVD 88
 JL0292.geopotential number by the normal gravity value computed on the
 JL0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0292.degrees latitude (g = 980.6199 gals.).
 JL0292
 JL0292.The modeled gravity was interpolated from observed gravity values.
 JL0292
 JL0292;                    North         East    Units  Estimated Accuracy
 JL0292;SPC CO C     -   428,180.      746,230.      MT  (+/- 180 meters Scaled)
 JL0292
 JL0292                          SUPERSEDED SURVEY CONTROL
 JL0292
 JL0292  NGVD 29 (??/??/92) 1854.726  (m)         6085.05   (f) ADJ UNCH    2 0
 JL0292
 JL0292.Superseded values are not recommended for survey control.
 JL0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0292.See file dsdata.txt to determine how the superseded data were derived.
 JL0292
 JL0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD885116(NAD 83)
 JL0292_MARKER: DB = BENCH MARK DISK
 JL0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0292_STAMPING: M 160 1934
 JL0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0292+STABILITY: SURFACE MOTION
 JL0292
 JL0292  HISTORY     - Date     Condition        Report By
 JL0292  HISTORY     - 1934     MONUMENTED       CGS
 JL0292  HISTORY     - 1964     MARK NOT FOUND   USGS
 JL0292
 JL0292                          STATION DESCRIPTION
 JL0292
 JL0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0292'1.8 MI E FROM SOMERSET.
 JL0292'1.8 MILES EAST ALONG STATE HIGHWAY 135 FROM THE DENVER AND RIO GRANDE
 JL0292'WESTERN RAILROAD STATION AT SOMERSET, GUNNISON COUNTY, 0.2 MILES WEST
 JL0292'OF THE OLIVER COAL MINE AIR INTAKE IN 1934, 56 FEET NORTH OF THE
 JL0292'NORTHWEST END OF A SUSPENSION FOOT-BRIDGE OVER GUNNISON RIVER, 27 FEET
 JL0292'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 24.7 FEET NORTHWEST OF A
 JL0292'DERAIL SWITCH, 18 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 3.5
 JL0292'FEET BELOW THE LEVEL OF THE HIGHWAY.  A STANDARD DISK, STAMPED M 160
 JL0292'1934 AND SET IN THE TOP OF A CONCRETE POST.
 JL0292
 JL0292                          STATION RECOVERY (1964)
 JL0292
 JL0292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JL0292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0046 ***********************************************************************
 HL0046  DESIGNATION -  M 161 RESET
 HL0046  PID         -  HL0046
 HL0046  STATE/COUNTY-  CO/RIO GRANDE
 HL0046  USGS QUAD   -  SEVENMILE PLAZA (1964)
 HL0046
 HL0046                         *CURRENT SURVEY CONTROL
 HL0046  ___________________________________________________________________
 HL0046* NAD 83(1986)-  37 42 55.     (N)    106 08 56.     (W)     SCALED    
 HL0046* NAVD 88     -      2341.35   (meters)    7681.6    (feet)  RESET     
 HL0046  ___________________________________________________________________
 HL0046  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 HL0046
 HL0046  VERT ORDER  -  THIRD
 HL0046
 HL0046.The horizontal coordinates were scaled from a topographic map and have
 HL0046.an estimated accuracy of +/- 6 seconds.
 HL0046
 HL0046.The orthometric height was computed from unverified reset data.
 HL0046.No vertical observational check was made to the station.
 HL0046
 HL0046.The geoid height was determined by GEOID03.
 HL0046
 HL0046;                    North         East    Units  Estimated Accuracy
 HL0046;SPC CO S     -   421,380.      857,190.      MT  (+/- 180 meters Scaled)
 HL0046
 HL0046                          SUPERSEDED SURVEY CONTROL
 HL0046
 HL0046  NGVD 29 (??/??/??) 2339.95   (m)         7677.0    (f) RESET       3  
 HL0046
 HL0046.Superseded values are not recommended for survey control.
 HL0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0046.See file dsdata.txt to determine how the superseded data were derived.
 HL0046
 HL0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB987748(NAD 83)
 HL0046_MARKER: DB = BENCH MARK DISK
 HL0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0046_STAMPING: M 161 1934
 HL0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0046+STABILITY: SURFACE MOTION
 HL0046
 HL0046  HISTORY     - Date     Condition        Report By
 HL0046  HISTORY     - 1937     MONUMENTED       CODH
 HL0046  HISTORY     - 1937     GOOD             CODH
 HL0046
 HL0046                          STATION DESCRIPTION
 HL0046
 HL0046'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1937
 HL0046'9.1 MI N FROM MONTE VISTA.
 HL0046'ABOUT 9.1 MILES NORTH ALONG U.S. HIGHWAY 285 FROM THE JUNCTION OF U.S.
 HL0046'HIGHWAY 160 AT MONTE VISTA, RIO GRANDE COUNTY, AT THE NORTHEAST CORNER
 HL0046'OF THE FRUIT ORCHARD OF JOHN WERTZ, 66.5 FEET SOUTHWEST OF THE
 HL0046'SOUTHEAST CORNER OF THE WERTZ RANCH HOUSE, 61 FEET WEST OF THE CENTER
 HL0046'LINE OF THE HIGHWAY, 41.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 HL0046'THE CONCRETE HEAD WALL OF A 24-INCH CORRUGATED-METAL CULVERT UNDER THE
 HL0046'HIGHWAY, 9.8 FEET NORTH OF A POWER-TRANSMISSION LINE POLE, AND 0.9
 HL0046'FOOT SOUTHWEST OF A FENCE CORNER.  A STANDARD DISK, STAMPED M 161 1934
 HL0046'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0101 ***********************************************************************
 HL0101  DESIGNATION -  M 162
 HL0101  PID         -  HL0101
 HL0101  STATE/COUNTY-  CO/ARCHULETA
 HL0101  USGS QUAD   -  JACKSON MOUNTAIN (1984)
 HL0101
 HL0101                         *CURRENT SURVEY CONTROL
 HL0101  ___________________________________________________________________
 HL0101* NAD 83(1986)-  37 17 01.     (N)    106 58 49.     (W)     SCALED    
 HL0101* NAVD 88     -      2190.154  (meters)    7185.53   (feet)  ADJUSTED  
 HL0101  ___________________________________________________________________
 HL0101  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 HL0101  DYNAMIC HT  -        2187.241 (meters)    7175.97  (feet)  COMP
 HL0101  MODELED GRAV-     979,222.6   (mgal)                       NAVD 88
 HL0101
 HL0101  VERT ORDER  -  SECOND    CLASS 0
 HL0101
 HL0101.The horizontal coordinates were scaled from a topographic map and have
 HL0101.an estimated accuracy of +/- 6 seconds.
 HL0101
 HL0101.The orthometric height was determined by differential leveling
 HL0101.and adjusted by the National Geodetic Survey in June 1991..
 HL0101
 HL0101.The geoid height was determined by GEOID03.
 HL0101
 HL0101.The dynamic height is computed by dividing the NAVD 88
 HL0101.geopotential number by the normal gravity value computed on the
 HL0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0101.degrees latitude (g = 980.6199 gals.).
 HL0101
 HL0101.The modeled gravity was interpolated from observed gravity values.
 HL0101
 HL0101;                    North         East    Units  Estimated Accuracy
 HL0101;SPC CO S     -   374,310.      783,140.      MT  (+/- 180 meters Scaled)
 HL0101
 HL0101                          SUPERSEDED SURVEY CONTROL
 HL0101
 HL0101  NGVD 29 (??/??/92) 2188.765  (m)         7180.97   (f) ADJ UNCH    2 0
 HL0101
 HL0101.Superseded values are not recommended for survey control.
 HL0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0101.See file dsdata.txt to determine how the superseded data were derived.
 HL0101
 HL0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB244281(NAD 83)
 HL0101_MARKER: DB = BENCH MARK DISK
 HL0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0101_STAMPING: M 162 1934
 HL0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0101+STABILITY: SURFACE MOTION
 HL0101
 HL0101  HISTORY     - Date     Condition        Report By
 HL0101  HISTORY     - 1934     MONUMENTED       CGS
 HL0101  HISTORY     - 1954     GOOD             NGS
 HL0101
 HL0101                          STATION DESCRIPTION
 HL0101
 HL0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0101'2.8 MI NE FROM PAGOSA SPRINGS.
 HL0101'ABOUT 2.8 MILES NORTHEAST ALONG U.S. HIGHWAY 160 FROM PAGOSA SPRINGS,
 HL0101'ARCHULETA COUNTY, IN THE FRONT YARD OF THE H.D. SELBY RANCHOUSE, 65.3
 HL0101'FEET WEST OF THE EAST SIDE OF AN OUTHOUSE, 35.8 FEET NORTHEAST OF THE
 HL0101'FRONT YARD GATE, 19.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 HL0101'RANCHOUSE, 28.1 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 6.3 FEET
 HL0101'EAST OF A NORTHWEST CORNER-POST OF THE YARD FENCE, AND 1.7 FEET SOUTH
 HL0101'OF AN EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED M 162 1934 AND
 HL0101'SET IN THE TOP OF A CONCRETE POST.
 HL0101
 HL0101                          STATION RECOVERY (1954)
 HL0101
 HL0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 HL0101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0012 ***********************************************************************
 HL0012  DESIGNATION -  M 163
 HL0012  PID         -  HL0012
 HL0012  STATE/COUNTY-  CO/RIO GRANDE
 HL0012  USGS QUAD   -  SEVENMILE PLAZA (1964)
 HL0012
 HL0012                         *CURRENT SURVEY CONTROL
 HL0012  ___________________________________________________________________
 HL0012* NAD 83(1986)-  37 37 40.     (N)    106 14 08.     (W)     SCALED    
 HL0012* NAVD 88     -      2359.084  (meters)    7739.76   (feet)  ADJUSTED  
 HL0012  ___________________________________________________________________
 HL0012  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 HL0012  DYNAMIC HT  -        2355.933 (meters)    7729.42  (feet)  COMP
 HL0012  MODELED GRAV-     979,210.0   (mgal)                       NAVD 88
 HL0012
 HL0012  VERT ORDER  -  SECOND    CLASS 0
 HL0012
 HL0012.The horizontal coordinates were scaled from a topographic map and have
 HL0012.an estimated accuracy of +/- 6 seconds.
 HL0012
 HL0012.The orthometric height was determined by differential leveling
 HL0012.and adjusted by the National Geodetic Survey in June 1991..
 HL0012
 HL0012.The geoid height was determined by GEOID03.
 HL0012
 HL0012.The dynamic height is computed by dividing the NAVD 88
 HL0012.geopotential number by the normal gravity value computed on the
 HL0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0012.degrees latitude (g = 980.6199 gals.).
 HL0012
 HL0012.The modeled gravity was interpolated from observed gravity values.
 HL0012
 HL0012;                    North         East    Units  Estimated Accuracy
 HL0012;SPC CO S     -   411,720.      849,480.      MT  (+/- 180 meters Scaled)
 HL0012
 HL0012                          SUPERSEDED SURVEY CONTROL
 HL0012
 HL0012  NGVD 29 (??/??/92) 2357.655  (m)         7735.07   (f) ADJ UNCH    2 0
 HL0012
 HL0012.Superseded values are not recommended for survey control.
 HL0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0012.See file dsdata.txt to determine how the superseded data were derived.
 HL0012
 HL0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB909652(NAD 83)
 HL0012_MARKER: DB = BENCH MARK DISK
 HL0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0012_STAMPING: M 163 1934
 HL0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0012+STABILITY: SURFACE MOTION
 HL0012
 HL0012  HISTORY     - Date     Condition        Report By
 HL0012  HISTORY     - 1934     MONUMENTED       CGS
 HL0012  HISTORY     - 1952     GOOD             NGS
 HL0012
 HL0012                          STATION DESCRIPTION
 HL0012
 HL0012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HL0012'6.2 MI W FROM MONTE VISTA.
 HL0012'6.2 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 HL0012'MONTE VISTA, RIO GRANDE COUNTY, 351 FEET WEST OF MILEPOST 275, 0.4
 HL0012'MILE NORTHWEST OF THE RED BARN BEHIND THE A.R. CHAPMAN RANCH HOUSE,
 HL0012'162 FEET NORTH OF THE NORTH SIDE OF THE SAM MARTINEZ RANCH HOUSE,
 HL0012'SOUTH OF THE TRACK, AND 29 FEET NORTH OF THE WIRE FENCE BETWEEN THE
 HL0012'RIGHT-OF-WAY AND A GARDEN.  A STANDARD DISK, STAMPED M 163 1934 AND
 HL0012'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1184 ***********************************************************************
 KK1184  DESIGNATION -  M 164 RESET
 KK1184  PID         -  KK1184
 KK1184  STATE/COUNTY-  CO/GILPIN
 KK1184  USGS QUAD   -  TUNGSTEN (1972)
 KK1184
 KK1184                         *CURRENT SURVEY CONTROL
 KK1184  ___________________________________________________________________
 KK1184* NAD 83(1986)-  39 54 53.     (N)    105 29 56.     (W)     SCALED    
 KK1184* NAVD 88     -      2555.48   (meters)    8384.1    (feet)  RESET     
 KK1184  ___________________________________________________________________
 KK1184  GEOID HEIGHT-         -13.38  (meters)                     GEOID03
 KK1184
 KK1184  VERT ORDER  -  THIRD
 KK1184
 KK1184.The horizontal coordinates were scaled from a topographic map and have
 KK1184.an estimated accuracy of +/- 6 seconds.
 KK1184
 KK1184.The orthometric height was computed from unverified reset data.
 KK1184
 KK1184.The geoid height was determined by GEOID03.
 KK1184
 KK1184;                    North         East    Units  Estimated Accuracy
 KK1184;SPC CO N     -   369,350.      914,500.      MT  (+/- 180 meters Scaled)
 KK1184
 KK1184                          SUPERSEDED SURVEY CONTROL
 KK1184
 KK1184.No superseded survey control is available for this station.
 KK1184
 KK1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE573184(NAD 83)
 KK1184_MARKER: DB = BENCH MARK DISK
 KK1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK1184_STAMPING: M 164 RESET 1970
 KK1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1184+STABILITY: SURFACE MOTION
 KK1184
 KK1184  HISTORY     - Date     Condition        Report By
 KK1184  HISTORY     - 1970     MONUMENTED       NGS
 KK1184  HISTORY     - 20031012 MARK NOT FOUND   USPSQD
 KK1184  HISTORY     - 20050909 MARK NOT FOUND   USPSQD
 KK1184
 KK1184                          STATION DESCRIPTION
 KK1184
 KK1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 KK1184'AT ROLLINSVILLE.
 KK1184'ABOUT 0.25 MILE EAST ALONG THE NORTH SIDE OF RAILROAD TRACKS
 KK1184'FROM THE OVERPASS AT ROLLINSVILLE, 58 FEET NORTHEAST OF A
 KK1184'CROSSING, 34.5 FEET NORTH OF THE NORTH RAIL OF TRACKS, 9 FEET
 KK1184'SOUTH OF A POWERLINE POLE, 1 FOOT NORTH OF A METAL WITNESS POST,
 KK1184'AND SET IN THE TOP OF A ROUND CONCRETE POST WHICH PROJECTS 3
 KK1184'INCHES.
 KK1184
 KK1184                          STATION RECOVERY (2003)
 KK1184
 KK1184'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 KK1184'MARK NOT FOUND.
 KK1184
 KK1184                          STATION RECOVERY (2005)
 KK1184
 KK1184'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 KK1184'AREA OF MARK IS NOW A DUMP OF OLD RAILROAD TRACKS, SPIKES, CROSS TIE
 KK1184'PLATES, ETC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0633 ***********************************************************************
 KK0633  DESIGNATION -  M 165
 KK0633  PID         -  KK0633
 KK0633  STATE/COUNTY-  CO/JEFFERSON
 KK0633  USGS QUAD   -  GOLDEN (1994)
 KK0633
 KK0633                         *CURRENT SURVEY CONTROL
 KK0633  ___________________________________________________________________
 KK0633* NAD 83(1986)-  39 50 48.     (N)    105 09 25.     (W)     SCALED    
 KK0633* NAVD 88     -      1739.603  (meters)    5707.35   (feet)  POSTED    
 KK0633  ___________________________________________________________________
 KK0633  GEOID HEIGHT-         -16.28  (meters)                     GEOID03
 KK0633  DYNAMIC HT  -        1737.910 (meters)    5701.79  (feet)  COMP
 KK0633  MODELED GRAV-     979,592.7   (mgal)                       NAVD 88
 KK0633
 KK0633  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 KK0633
 KK0633.The horizontal coordinates were scaled from a topographic map and have
 KK0633.an estimated accuracy of +/- 6 seconds.
 KK0633
 KK0633.The orthometric height was determined by differential leveling
 KK0633.and adjusted by the National Geodetic Survey in 1992..
 KK0633.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 KK0633.rate of 3.1 thru 4.0 mm/km.
 KK0633
 KK0633.The geoid height was determined by GEOID03.
 KK0633
 KK0633.The dynamic height is computed by dividing the NAVD 88
 KK0633.geopotential number by the normal gravity value computed on the
 KK0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0633.degrees latitude (g = 980.6199 gals.).
 KK0633
 KK0633.The modeled gravity was interpolated from observed gravity values.
 KK0633
 KK0633;                    North         East    Units  Estimated Accuracy
 KK0633;SPC CO C     -   528,360.      943,760.      MT  (+/- 180 meters Scaled)
 KK0633
 KK0633                          SUPERSEDED SURVEY CONTROL
 KK0633
 KK0633  NGVD 29 (??/??/92) 1738.538  (m)         5703.85   (f) ADJ UNCH    2 0
 KK0633
 KK0633.Superseded values are not recommended for survey control.
 KK0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0633.See file dsdata.txt to determine how the superseded data were derived.
 KK0633
 KK0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE865107(NAD 83)
 KK0633_MARKER: DB = BENCH MARK DISK
 KK0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0633_STAMPING: M 165 1934
 KK0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0633+STABILITY: SURFACE MOTION
 KK0633
 KK0633  HISTORY     - Date     Condition        Report By
 KK0633  HISTORY     - 1934     MONUMENTED       CGS
 KK0633  HISTORY     - 1940     GOOD             NGS
 KK0633  HISTORY     - 1982     MARK NOT FOUND   NGS
 KK0633
 KK0633                          STATION DESCRIPTION
 KK0633
 KK0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0633'5.9 MI NW FROM ARVADA.
 KK0633'5.9 MILES NORTHWEST ALONG THE DENVER AND SALT LAKE RAILWAY FROM
 KK0633'ARVADA, JEFFERSON COUNTY, AT LEYDEN JUNCTION, 0.4 MILE EAST OF
 KK0633'AN OVERPASS OVER STATE HIGHWAY 72, 64.6 FEET SOUTH OF MILEPOST
 KK0633'13, 420 FEET WEST OF BRIDGE 12.91, 174 FEET NORTHEAST OF THE
 KK0633'NORTHEAST CORNER OF THE DENVER AND INTERMOUNTAIN RAILROAD
 KK0633'POWER-HOUSE, 46.6 FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK
 KK0633'OF THE D. AND S.L.RY., AND 3.0 FEET EAST OF A WHITE WOODEN POST
 KK0633'STENCILED U.S.B.M. PROJECTING 2.0 FEET ABOVE GROUND.  A STANDARD
 KK0633'DISK, STAMPED M 165 1934 AND SET IN THE TOP OF A CONCRETE POST
 KK0633'PROJECTING 0.5 FOOT ABOVE GROUND.
 KK0633
 KK0633                          STATION RECOVERY (1940)
 KK0633
 KK0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 KK0633'RECOVERED IN GOOD CONDITION.
 KK0633
 KK0633                          STATION RECOVERY (1982)
 KK0633
 KK0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0197 ***********************************************************************
 HL0197  DESIGNATION -  M 167
 HL0197  PID         -  HL0197
 HL0197  STATE/COUNTY-  CO/ARCHULETA
 HL0197  USGS QUAD   -  LONETREE CANYON (1984)
 HL0197
 HL0197                         *CURRENT SURVEY CONTROL
 HL0197  ___________________________________________________________________
 HL0197* NAD 83(1986)-  37 09 11.     (N)    107 09 59.     (W)     SCALED    
 HL0197* NAVD 88     -      2106.107  (meters)    6909.79   (feet)  ADJUSTED  
 HL0197  ___________________________________________________________________
 HL0197  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 HL0197  DYNAMIC HT  -        2103.330 (meters)    6900.68  (feet)  COMP
 HL0197  MODELED GRAV-     979,237.2   (mgal)                       NAVD 88
 HL0197
 HL0197  VERT ORDER  -  SECOND    CLASS 0
 HL0197
 HL0197.The horizontal coordinates were scaled from a topographic map and have
 HL0197.an estimated accuracy of +/- 6 seconds.
 HL0197
 HL0197.The orthometric height was determined by differential leveling
 HL0197.and adjusted by the National Geodetic Survey in June 1991..
 HL0197
 HL0197.The geoid height was determined by GEOID03.
 HL0197
 HL0197.The dynamic height is computed by dividing the NAVD 88
 HL0197.geopotential number by the normal gravity value computed on the
 HL0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0197.degrees latitude (g = 980.6199 gals.).
 HL0197
 HL0197.The modeled gravity was interpolated from observed gravity values.
 HL0197
 HL0197;                    North         East    Units  Estimated Accuracy
 HL0197;SPC CO S     -   360,100.      766,380.      MT  (+/- 180 meters Scaled)
 HL0197
 HL0197                          SUPERSEDED SURVEY CONTROL
 HL0197
 HL0197  NGVD 29 (??/??/92) 2104.786  (m)         6905.45   (f) ADJ UNCH    2 0
 HL0197
 HL0197.Superseded values are not recommended for survey control.
 HL0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0197.See file dsdata.txt to determine how the superseded data were derived.
 HL0197
 HL0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB076140(NAD 83)
 HL0197_MARKER: DB = BENCH MARK DISK
 HL0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0197_STAMPING: M-167 1934
 HL0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0197+STABILITY: SURFACE MOTION
 HL0197
 HL0197  HISTORY     - Date     Condition        Report By
 HL0197  HISTORY     - 1934     MONUMENTED       CGS
 HL0197  HISTORY     - 1978     GOOD             USGS
 HL0197  HISTORY     - 1978     GOOD             USGS
 HL0197  HISTORY     - 19970702 MARK NOT FOUND   USPSQD
 HL0197
 HL0197                          STATION DESCRIPTION
 HL0197
 HL0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0197'9.4 MI E FROM PAGOSA JCT..
 HL0197'9.4 MILES EAST OF STATION, ALONG D. AND R.G.W.RY.  ABOUT 0.1 MILE
 HL0197'SOUTH OF M.P. 400.  ABOUT 350 FEET SOUTHEAST OF RAILROAD TRESTLE.
 HL0197'ABOUT 146 FEET NORTHWEST OF ROAD CROSSING RAILROAD.  101 FEET WEST OF
 HL0197'JUNCTION OF FARM ROAD LEADING EAST AND PAGOSA JUNCTION ROAD.  77.0
 HL0197'FEET EAST OF TELEPHONE POLE.  35.8 FEET NORTHEAST OF DENVER AND RIO
 HL0197'GRANDE WESTERN R.R.  TABLET SET IN PRECAST CONCRETE POST.
 HL0197
 HL0197                          STATION RECOVERY (1978)
 HL0197
 HL0197'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HL0197'ABOUT 11.2 MILES NORTH ALONG THE CAT CREEK ROAD FROM PAGOSA JUNCTION,
 HL0197'ARCHULETA COUNTY, 690 FT. NORTH OF WHERE THE ROAD CROSSES CAT CREEK
 HL0197'55 FT. WEST CENTERLINE OF ROAD. A STANDARD DISK STAMPED M 167 1934
 HL0197'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FT. ABOVE
 HL0197'GROUND.
 HL0197
 HL0197                          STATION RECOVERY (1978)
 HL0197
 HL0197'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978
 HL0197'ABOUT 11.2 MILES NORTH ALONG THE CAT CREEK ROAD FROM PAGOSA JUNCTION,
 HL0197'ARCHULETA COUNTY, 690 FT. NORTH OF WHERE THE ROAD CROSSES CAT CREEK
 HL0197'55 FT. WEST CENTERLINE OF ROAD. A STANDARD DISK STAMPED M 167 1934
 HL0197'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FT. ABOVE
 HL0197'GROUND.
 HL0197
 HL0197                          STATION RECOVERY (1997)
 HL0197
 HL0197'RECOVERY NOTE BY US POWER SQUADRON 1997
 HL0197'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0140 ***********************************************************************
 HL0140  DESIGNATION -  M 168
 HL0140  PID         -  HL0140
 HL0140  STATE/COUNTY-  CO/MINERAL
 HL0140  USGS QUAD   -  WORKMAN CREEK (1964)
 HL0140
 HL0140                         *CURRENT SURVEY CONTROL
 HL0140  ___________________________________________________________________
 HL0140* NAD 83(1986)-  37 43 40.     (N)    107 01 53.     (W)     SCALED    
 HL0140* NAVD 88     -      2721.737  (meters)    8929.57   (feet)  ADJUSTED  
 HL0140  ___________________________________________________________________
 HL0140  GEOID HEIGHT-         -15.45  (meters)                     GEOID03
 HL0140  DYNAMIC HT  -        2717.932 (meters)    8917.08  (feet)  COMP
 HL0140  MODELED GRAV-     979,133.4   (mgal)                       NAVD 88
 HL0140
 HL0140  VERT ORDER  -  SECOND    CLASS 0
 HL0140
 HL0140.The horizontal coordinates were scaled from a topographic map and have
 HL0140.an estimated accuracy of +/- 6 seconds.
 HL0140
 HL0140.The orthometric height was determined by differential leveling
 HL0140.and adjusted by the National Geodetic Survey in June 1991..
 HL0140
 HL0140.The geoid height was determined by GEOID03.
 HL0140
 HL0140.The dynamic height is computed by dividing the NAVD 88
 HL0140.geopotential number by the normal gravity value computed on the
 HL0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0140.degrees latitude (g = 980.6199 gals.).
 HL0140
 HL0140.The modeled gravity was interpolated from observed gravity values.
 HL0140
 HL0140;                    North         East    Units  Estimated Accuracy
 HL0140;SPC CO S     -   423,670.      779,410.      MT  (+/- 180 meters Scaled)
 HL0140
 HL0140                          SUPERSEDED SURVEY CONTROL
 HL0140
 HL0140  NGVD 29 (??/??/92) 2720.075  (m)         8924.11   (f) ADJ UNCH    2 0
 HL0140
 HL0140.Superseded values are not recommended for survey control.
 HL0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0140.See file dsdata.txt to determine how the superseded data were derived.
 HL0140
 HL0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB209775(NAD 83)
 HL0140_MARKER: DB = BENCH MARK DISK
 HL0140_SETTING: 80 = SET IN A BOULDER
 HL0140_SP_SET: BOULDER
 HL0140_STAMPING: M 168 1934
 HL0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0140+STABILITY: SURFACE MOTION
 HL0140
 HL0140  HISTORY     - Date     Condition        Report By
 HL0140  HISTORY     - 1934     MONUMENTED       CGS
 HL0140
 HL0140                          STATION DESCRIPTION
 HL0140
 HL0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0140'12.6 MI SW FROM CREEDE.
 HL0140'12.6 MILES SOUTHWEST ALONG STATE HIGHWAY 149 FROM THE DENVER AND RIO
 HL0140'GRANDE WESTERN RAILROAD STATION AT CREEDE, MINERAL COUNTY, 165 FEET
 HL0140'SOUTHEAST OF THE JUNCTION WITH AN OLD HIGHWAY, 125 FEET SOUTH OF A
 HL0140'POLE CONNECTING THE MAIN ROW OF POLES WITH THE ROW OF POLES LEADING TO
 HL0140'THE SOWARD RANCH, 106 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 HL0140'149, 62 FEET SOUTHWEST OF AN OLD ROAD LEADING NORTHEAST, IN THE TOP OF
 HL0140'A 10- BY 7-1/2-FOOT BOULDER, AND 3 FEET ABOVE GROUND.  A STANDARD
 HL0140'DISK, STAMPED M 168 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0324 ***********************************************************************
 JL0324  DESIGNATION -  M 169
 JL0324  PID         -  JL0324
 JL0324  STATE/COUNTY-  CO/HINSDALE
 JL0324  USGS QUAD   -  LAKE CITY (1982)
 JL0324
 JL0324                         *CURRENT SURVEY CONTROL
 JL0324  ___________________________________________________________________
 JL0324* NAD 83(1986)-  38 01 42.     (N)    107 18 51.     (W)     SCALED    
 JL0324* NAVD 88     -      2642.743  (meters)    8670.40   (feet)  ADJUSTED  
 JL0324  ___________________________________________________________________
 JL0324  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 JL0324  DYNAMIC HT  -        2639.086 (meters)    8658.40  (feet)  COMP
 JL0324  MODELED GRAV-     979,150.7   (mgal)                       NAVD 88
 JL0324
 JL0324  VERT ORDER  -  SECOND    CLASS 0
 JL0324
 JL0324.The horizontal coordinates were scaled from a topographic map and have
 JL0324.an estimated accuracy of +/- 6 seconds.
 JL0324
 JL0324.The orthometric height was determined by differential leveling
 JL0324.and adjusted by the National Geodetic Survey in June 1991..
 JL0324
 JL0324.The geoid height was determined by GEOID03.
 JL0324
 JL0324.The dynamic height is computed by dividing the NAVD 88
 JL0324.geopotential number by the normal gravity value computed on the
 JL0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0324.degrees latitude (g = 980.6199 gals.).
 JL0324
 JL0324.The modeled gravity was interpolated from observed gravity values.
 JL0324
 JL0324;                    North         East    Units  Estimated Accuracy
 JL0324;SPC CO S     -   457,470.      755,140.      MT  (+/- 180 meters Scaled)
 JL0324
 JL0324                          SUPERSEDED SURVEY CONTROL
 JL0324
 JL0324  NGVD 29 (??/??/92) 2640.994  (m)         8664.66   (f) ADJ UNCH    2 0
 JL0324
 JL0324.Superseded values are not recommended for survey control.
 JL0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0324.See file dsdata.txt to determine how the superseded data were derived.
 JL0324
 JL0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC968114(NAD 83)
 JL0324_MARKER: DB = BENCH MARK DISK
 JL0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0324_STAMPING: M 169 1934
 JL0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0324+STABILITY: SURFACE MOTION
 JL0324
 JL0324  HISTORY     - Date     Condition        Report By
 JL0324  HISTORY     - 1934     MONUMENTED       CGS
 JL0324  HISTORY     - 1963     MARK NOT FOUND   USGS
 JL0324  HISTORY     - 19910613 MARK NOT FOUND   USPSQD
 JL0324
 JL0324                          STATION DESCRIPTION
 JL0324
 JL0324'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 JL0324'IN LAKE CITY.
 JL0324'AT LAKE CITY, HINSDALE COUNTY, ON THE DENVER AND RIO GRANDE WESTERN
 JL0324'RAILROAD (NOW ABANDONED), 62 FEET SOUTHEAST OF THE SOUTHSIDE OF THE
 JL0324'BACK DOOR TO THE COURTHOUSE, 52 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 JL0324'OF THE BUILDING, 37 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK, 3
 JL0324'FEET WEST OF A FENCE PARALLELING THE TRACK, 3 FEET NORTHWEST OF THE
 JL0324'SOUTHEAST CORNER POST OF THE YARD FENCE, AND 3 FEET NORTH OF AN
 JL0324'EAST-AND-WEST FENCE.  A STANDARD DISK, STAMPED M 169 1934 AND SET IN
 JL0324'THE TOP OF A CONCRETE POST.
 JL0324
 JL0324                          STATION RECOVERY (1991)
 JL0324
 JL0324'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 JL0324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0819 ***********************************************************************
 KK0819  DESIGNATION -  M 17
 KK0819  PID         -  KK0819
 KK0819  STATE/COUNTY-  CO/PARK
 KK0819  USGS QUAD   -  SHAWNEE (1994)
 KK0819
 KK0819                         *CURRENT SURVEY CONTROL
 KK0819  ___________________________________________________________________
 KK0819* NAD 83(1986)-  39 25 15.     (N)    105 32 08.     (W)     SCALED    
 KK0819* NAVD 88     -      2436.846  (meters)    7994.89   (feet)  ADJUSTED  
 KK0819  ___________________________________________________________________
 KK0819  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 KK0819  DYNAMIC HT  -        2434.066 (meters)    7985.76  (feet)  COMP
 KK0819  MODELED GRAV-     979,397.8   (mgal)                       NAVD 88
 KK0819
 KK0819  VERT ORDER  -  FIRST     CLASS II
 KK0819
 KK0819.The horizontal coordinates were scaled from a topographic map and have
 KK0819.an estimated accuracy of +/- 6 seconds.
 KK0819
 KK0819.The orthometric height was determined by differential leveling
 KK0819.and adjusted by the National Geodetic Survey in June 1991..
 KK0819
 KK0819.The geoid height was determined by GEOID03.
 KK0819
 KK0819.The dynamic height is computed by dividing the NAVD 88
 KK0819.geopotential number by the normal gravity value computed on the
 KK0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0819.degrees latitude (g = 980.6199 gals.).
 KK0819
 KK0819.The modeled gravity was interpolated from observed gravity values.
 KK0819
 KK0819;                    North         East    Units  Estimated Accuracy
 KK0819;SPC CO C     -   481,030.      911,340.      MT  (+/- 180 meters Scaled)
 KK0819
 KK0819                          SUPERSEDED SURVEY CONTROL
 KK0819
 KK0819  NGVD 29 (??/??/92) 2435.523  (m)         7990.55   (f) ADJ UNCH    1 2
 KK0819
 KK0819.Superseded values are not recommended for survey control.
 KK0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0819.See file dsdata.txt to determine how the superseded data were derived.
 KK0819
 KK0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD539636(NAD 83)
 KK0819_MARKER: DD = SURVEY DISK
 KK0819_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0819_SP_SET: CULVERT
 KK0819_STAMPING: M 17 7991.783
 KK0819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0819
 KK0819  HISTORY     - Date     Condition        Report By
 KK0819  HISTORY     - UNK      MONUMENTED       BOR
 KK0819  HISTORY     - 1951     GOOD             NGS
 KK0819  HISTORY     - 1955     GOOD             NGS
 KK0819
 KK0819                          STATION DESCRIPTION
 KK0819
 KK0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0819'1.2 MI E FROM SHAWNEE.
 KK0819'1.15 MILES EAST ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE AT
 KK0819'SHAWNEE, 165 FEET WEST OF THE CENTER LINE OF A PRIVATE DRIVEWAY,
 KK0819'21 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 KK0819'THE EAST END OF THE NORTH HEADWALL OF A 7X8 FOOT CONCRETE
 KK0819'CULVERT OVER A DRY WASH.
 KK0819
 KK0819                          STATION RECOVERY (1955)
 KK0819
 KK0819'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0265 ***********************************************************************
 LK0265  DESIGNATION -  M 17
 LK0265  PID         -  LK0265
 LK0265  STATE/COUNTY-  CO/MORGAN
 LK0265  USGS QUAD   -  FORT MORGAN (1984)
 LK0265
 LK0265                         *CURRENT SURVEY CONTROL
 LK0265  ___________________________________________________________________
 LK0265* NAD 83(1986)-  40 16 24.     (N)    103 47 55.     (W)     SCALED    
 LK0265* NAVD 88     -      1300.624  (meters)    4267.13   (feet)  ADJUSTED  
 LK0265  ___________________________________________________________________
 LK0265  GEOID HEIGHT-         -19.48  (meters)                     GEOID03
 LK0265  DYNAMIC HT  -        1299.579 (meters)    4263.70  (feet)  COMP
 LK0265  MODELED GRAV-     979,776.8   (mgal)                       NAVD 88
 LK0265
 LK0265  VERT ORDER  -  FIRST     CLASS II
 LK0265
 LK0265.The horizontal coordinates were scaled from a topographic map and have
 LK0265.an estimated accuracy of +/- 6 seconds.
 LK0265
 LK0265.The orthometric height was determined by differential leveling
 LK0265.and adjusted by the National Geodetic Survey in June 1991..
 LK0265
 LK0265.The geoid height was determined by GEOID03.
 LK0265
 LK0265.The dynamic height is computed by dividing the NAVD 88
 LK0265.geopotential number by the normal gravity value computed on the
 LK0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0265.degrees latitude (g = 980.6199 gals.).
 LK0265
 LK0265.The modeled gravity was interpolated from observed gravity values.
 LK0265
 LK0265;                    North         East    Units  Estimated Accuracy
 LK0265;SPC CO N     -   410,560.    1,059,090.      MT  (+/- 180 meters Scaled)
 LK0265
 LK0265                          SUPERSEDED SURVEY CONTROL
 LK0265
 LK0265  NGVD 29 (??/??/92) 1299.920  (m)         4264.82   (f) ADJ UNCH    1 2
 LK0265
 LK0265.Superseded values are not recommended for survey control.
 LK0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0265.See file dsdata.txt to determine how the superseded data were derived.
 LK0265
 LK0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE021587(NAD 83)
 LK0265_MARKER: DB = BENCH MARK DISK
 LK0265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0265_STAMPING: ELEV 4264.959 FT M 17 1926
 LK0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0265+STABILITY: SURFACE MOTION
 LK0265
 LK0265  HISTORY     - Date     Condition        Report By
 LK0265  HISTORY     - 1926     MONUMENTED       CGS
 LK0265  HISTORY     - 1935     GOOD             NGS
 LK0265  HISTORY     - 1984     MARK NOT FOUND   NGS
 LK0265
 LK0265                          STATION DESCRIPTION
 LK0265
 LK0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LK0265'AT FORT MORGAN.
 LK0265'AT FORT MORGAN, ABOUT 100 YARDS WEST OF THE UNION PACIFIC RAILROAD
 LK0265'STATION, AT A ROAD CROSSING, 95.8 FEET SOUTH OF THE SOUTH RAIL, 30.8
 LK0265'FEET EAST OF THE ROAD, 2 FEET EAST OF A POINT 1.8 FEET NORTH OF A
 LK0265'FENCE CORNER, AND 8 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 LK0265'STAMPED ELEV 4264.959 FT M 17 1926 AND SET IN THE TOP OF A CONCRETE
 LK0265'POST PROJECTING 3 INCHES ABOVE GROUND.
 LK0265
 LK0265                          STATION RECOVERY (1984)
 LK0265
 LK0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LK0265'THERE HAS BEEN ROAD AND RAILROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0132 ***********************************************************************
 JL0132  DESIGNATION -  M 171
 JL0132  PID         -  JL0132
 JL0132  STATE/COUNTY-  CO/SAGUACHE
 JL0132  USGS QUAD   -  LAKE MOUNTAIN NE (1967)
 JL0132
 JL0132                         *CURRENT SURVEY CONTROL
 JL0132  ___________________________________________________________________
 JL0132* NAD 83(1986)-  38 09 55.     (N)    106 18 42.     (W)     SCALED    
 JL0132* NAVD 88     -      2468.556  (meters)    8098.92   (feet)  ADJUSTED  
 JL0132  ___________________________________________________________________
 JL0132  GEOID HEIGHT-         -14.98  (meters)                     GEOID03
 JL0132  DYNAMIC HT  -        2465.360 (meters)    8088.44  (feet)  COMP
 JL0132  MODELED GRAV-     979,245.6   (mgal)                       NAVD 88
 JL0132
 JL0132  VERT ORDER  -  SECOND    CLASS 0
 JL0132
 JL0132.The horizontal coordinates were scaled from a topographic map and have
 JL0132.an estimated accuracy of +/- 6 seconds.
 JL0132
 JL0132.The orthometric height was determined by differential leveling
 JL0132.and adjusted by the National Geodetic Survey in June 1991..
 JL0132
 JL0132.The geoid height was determined by GEOID03.
 JL0132
 JL0132.The dynamic height is computed by dividing the NAVD 88
 JL0132.geopotential number by the normal gravity value computed on the
 JL0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0132.degrees latitude (g = 980.6199 gals.).
 JL0132
 JL0132.The modeled gravity was interpolated from observed gravity values.
 JL0132
 JL0132;                    North         East    Units  Estimated Accuracy
 JL0132;SPC CO S     -   471,430.      843,280.      MT  (+/- 180 meters Scaled)
 JL0132
 JL0132                          SUPERSEDED SURVEY CONTROL
 JL0132
 JL0132  NGVD 29 (??/??/92) 2467.052  (m)         8093.99   (f) ADJ UNCH    2 0
 JL0132
 JL0132.Superseded values are not recommended for survey control.
 JL0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0132.See file dsdata.txt to determine how the superseded data were derived.
 JL0132
 JL0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC850249(NAD 83)
 JL0132_MARKER: DB = BENCH MARK DISK
 JL0132_SETTING: 66 = SET IN ROCK OUTCROP
 JL0132_SP_SET: ROCK OUTCROP
 JL0132_STAMPING: M 171 1934
 JL0132_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0132+STABILITY: POSITION/ELEVATION WELL
 JL0132
 JL0132  HISTORY     - Date     Condition        Report By
 JL0132  HISTORY     - 1934     MONUMENTED       CGS
 JL0132  HISTORY     - 1962     GOOD             NGS
 JL0132
 JL0132                          STATION DESCRIPTION
 JL0132
 JL0132'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0132'12.3 MI W FROM SAGUACHE.
 JL0132'ABOUT 12.3 MILES WEST ALONG STATE HIGHWAY 114 FROM THE COUNTY
 JL0132'COURTHOUSE AT SAGUACHE, SAGUACHE COUNTY, ABOUT 0.2 MILE NORTH OF THE
 JL0132'MUNROE RANCH HOUSE AND THE BASE OF A PROMINENT ROCKY POINT, 78 FEET
 JL0132'SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE ROAD LEADING TO THE
 JL0132'RANCH, 84 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 57 FEET WEST
 JL0132'OF THE CENTER LINE OF THE ROAD, AND IN THE TOP OF A ROCK OUTCROP.  A
 JL0132'STANDARD DISK, STAMPED M 171 1934.
 JL0132
 JL0132                          STATION RECOVERY (1962)
 JL0132
 JL0132'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JL0132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0356 ***********************************************************************
 JK0356  DESIGNATION -  M 172
 JK0356  PID         -  JK0356
 JK0356  STATE/COUNTY-  CO/TELLER
 JK0356  USGS QUAD   -  BIG BULL MOUNTAIN (1994)
 JK0356
 JK0356                         *CURRENT SURVEY CONTROL
 JK0356  ___________________________________________________________________
 JK0356* NAD 83(1992)-  38 40 36.37579(N)    105 07 26.77869(W)     ADJUSTED  
 JK0356* NAVD 88     -      2934.896  (meters)    9628.90   (feet)  ADJUSTED  
 JK0356  ___________________________________________________________________
 JK0356  X           -  -1,301,451.008 (meters)                     COMP
 JK0356  Y           -  -4,815,336.068 (meters)                     COMP
 JK0356  Z           -   3,966,192.206 (meters)                     COMP
 JK0356  LAPLACE CORR-          -4.33  (seconds)                    DEFLEC99
 JK0356  ELLIP HEIGHT-        2919.72  (meters)          (12/03/02) GPS OBS
 JK0356  GEOID HEIGHT-         -15.17  (meters)                     GEOID03
 JK0356  DYNAMIC HT  -        2931.196 (meters)    9616.77  (feet)  COMP
 JK0356  MODELED GRAV-     979,259.4   (mgal)                       NAVD 88
 JK0356
 JK0356  HORZ ORDER  -  FIRST
 JK0356  VERT ORDER  -  SECOND    CLASS 0
 JK0356  ELLP ORDER  -  FOURTH    CLASS II
 JK0356
 JK0356.The horizontal coordinates were established by GPS observations
 JK0356.and adjusted by the National Geodetic Survey in October 1997..
 JK0356
 JK0356.The orthometric height was determined by differential leveling
 JK0356.and adjusted by the National Geodetic Survey in June 1991..
 JK0356
 JK0356.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK0356
 JK0356.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0356
 JK0356.The ellipsoidal height was determined by GPS observations
 JK0356.and is referenced to NAD 83.
 JK0356
 JK0356.The geoid height was determined by GEOID03.
 JK0356
 JK0356.The dynamic height is computed by dividing the NAVD 88
 JK0356.geopotential number by the normal gravity value computed on the
 JK0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0356.degrees latitude (g = 980.6199 gals.).
 JK0356
 JK0356.The modeled gravity was interpolated from observed gravity values.
 JK0356
 JK0356;                    North         East     Units Scale Factor Converg.
 JK0356;SPC CO C     -   398,495.929   947,110.578   MT  0.99996316   +0 14 13.5
 JK0356;SPC CO C     - 1,307,398.73  3,107,311.95   sFT  0.99996316   +0 14 13.5
 JK0356;UTM  13      - 4,280,915.821   489,204.790   MT  0.99960144   -0 04 39.2
 JK0356
 JK0356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0356!SPC CO C     -   0.99954210  x   0.99996316  =   0.99950528
 JK0356!UTM  13      -   0.99954210  x   0.99960144  =   0.99914372
 JK0356
 JK0356                          SUPERSEDED SURVEY CONTROL
 JK0356
 JK0356  ELLIP H (10/31/97) 2919.74   (m)                       GP(       ) 4 1
 JK0356  NAVD 88 (10/31/97) 2934.90   (m)         9628.9    (f) LEVELING    3  
 JK0356  NGVD 29 (??/??/92) 2933.526  (m)         9624.41   (f) ADJ UNCH    2 0
 JK0356
 JK0356.Superseded values are not recommended for survey control.
 JK0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0356.See file dsdata.txt to determine how the superseded data were derived.
 JK0356
 JK0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC8920580916(NAD 83)
 JK0356_MARKER: DB = BENCH MARK DISK
 JK0356_SETTING: 66 = SET IN ROCK OUTCROP
 JK0356_SP_SET: BOULDER
 JK0356_STAMPING: M 172 1934
 JK0356_MARK LOGO: CGS   
 JK0356_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK0356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0356+STABILITY: POSITION/ELEVATION WELL
 JK0356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0356+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1996
 JK0356
 JK0356  HISTORY     - Date     Condition        Report By
 JK0356  HISTORY     - 1934     MONUMENTED       CGS
 JK0356  HISTORY     - 1952     GOOD             NGS
 JK0356  HISTORY     - 19960827 GOOD             CODOT
 JK0356
 JK0356                          STATION DESCRIPTION
 JK0356
 JK0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JK0356'3.7 MI S FROM VICTOR.
 JK0356'3.7 MILES SOUTH ALONG STATE HIGHWAY 67 FROM THE GRADE SCHOOL AT
 JK0356'VICTOR, 0.1 MILE SOUTHEAST OF THE ABANDONED RAILROAD STATION AT
 JK0356'ALTA VISTA, 28 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 JK0356'8 FEET SOUTHWEST OF A FENCE, 2 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 JK0356'SET IN THE TOP OF THE CENTER OF AN 8X15 FOOT GRANITE BOULDER.
 JK0356
 JK0356                          STATION RECOVERY (1996)
 JK0356
 JK0356'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (RSC)
 JK0356'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) SOUTHEAST OF CRIPPLE
 JK0356'CREEK, 2.5 MI (4.0 KM) SOUTH-SOUTHEAST OF VICTOR AND 2 MI (3.2 KM)
 JK0356'AIRLINE NORTH OF THE FREMONT-TELLER COUNTY LINE, IN THE SOUTHWEST 1/4
 JK0356'OF SECTION 4, T 16 S, R 69 W.  OWNERSHIP--  TO REACH THE STATION FROM
 JK0356'STATE HIGHWAY 67 AND TELLER COUNTY ROAD 86, OLD STATE HIGHWAY 67, JUST
 JK0356'NORTHEAST OF VICTOR, GO SOUTH ON TELLER COUNTY ROAD 86 FOR 3.4 MI (5.5
 JK0356'KM) TO THE STATION ON THE RIGHT  THE MARK IS A STANDARD DISK SET IN A
 JK0356'DRILL HOLE IN THE TOP CENTER OF A 3 M (9.8 FT) BY 4 M (13.1 FT)
 JK0356'GRANITE OUTCROP, PROJECTING 0.6 M (2.0 FT) ABOVE THE GROUND.  IT IS
 JK0356'30.0 M (98.4 FT) NORTH-NORTHWEST FROM THE END OF A SNOW FENCE, 26.9 M
 JK0356'(88.3 FT) SOUTHEAST FROM THE CENTER OF A GATE TO THE FIELD, 7.9 M
 JK0356'(25.9 FT) SOUTHWEST FROM THE CENTER OF TELLER COUNTY ROAD 86, 2.2 M
 JK0356'(7.2 FT) SOUTHWEST FROM A RIGHT-OF-WAY FENCE AND ABOUT 1 M (3.3 FT)
 JK0356'ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0434 ***********************************************************************
 JK0434  DESIGNATION -  M 173
 JK0434  PID         -  JK0434
 JK0434  STATE/COUNTY-  CO/PARK
 JK0434  USGS QUAD   -  LAKE GEORGE (1984)
 JK0434
 JK0434                         *CURRENT SURVEY CONTROL
 JK0434  ___________________________________________________________________
 JK0434* NAD 83(1986)-  38 59 03.     (N)    105 21 43.     (W)     SCALED    
 JK0434* NAVD 88     -      2421.990  (meters)    7946.15   (feet)  ADJUSTED  
 JK0434  ___________________________________________________________________
 JK0434  GEOID HEIGHT-         -13.92  (meters)                     GEOID03
 JK0434  DYNAMIC HT  -        2419.162 (meters)    7936.87  (feet)  COMP
 JK0434  MODELED GRAV-     979,372.4   (mgal)                       NAVD 88
 JK0434
 JK0434  VERT ORDER  -  SECOND    CLASS 0
 JK0434
 JK0434.The horizontal coordinates were scaled from a topographic map and have
 JK0434.an estimated accuracy of +/- 6 seconds.
 JK0434
 JK0434.The orthometric height was determined by differential leveling
 JK0434.and adjusted by the National Geodetic Survey in June 1991..
 JK0434
 JK0434.The geoid height was determined by GEOID03.
 JK0434
 JK0434.The dynamic height is computed by dividing the NAVD 88
 JK0434.geopotential number by the normal gravity value computed on the
 JK0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0434.degrees latitude (g = 980.6199 gals.).
 JK0434
 JK0434.The modeled gravity was interpolated from observed gravity values.
 JK0434
 JK0434;                    North         East    Units  Estimated Accuracy
 JK0434;SPC CO C     -   432,560.      926,360.      MT  (+/- 180 meters Scaled)
 JK0434
 JK0434                          SUPERSEDED SURVEY CONTROL
 JK0434
 JK0434  NGVD 29 (??/??/92) 2420.704  (m)         7941.93   (f) ADJ UNCH    2 0
 JK0434
 JK0434.Superseded values are not recommended for survey control.
 JK0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0434.See file dsdata.txt to determine how the superseded data were derived.
 JK0434
 JK0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD686150(NAD 83)
 JK0434_MARKER: DB = BENCH MARK DISK
 JK0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0434_STAMPING: M 173 1934
 JK0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0434+STABILITY: SURFACE MOTION
 JK0434
 JK0434  HISTORY     - Date     Condition        Report By
 JK0434  HISTORY     - 1934     MONUMENTED       CGS
 JK0434
 JK0434                          STATION DESCRIPTION
 JK0434
 JK0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JK0434'0.1 MI NW FROM LAKE GEORGE.
 JK0434'0.1 MILE NORTHWEST ALONG U.S. HIGHWAY 24 FROM LAKE GEORGE,
 JK0434'PARK COUNTY, 20 FEET WEST OF THE SOUTHWEST CORNER OF THE SCHOOL,
 JK0434'IN THE SOUTHWEST CORNER OF THE SCHOOL YARD, 1 1/2 FEET NORTHEAST OF
 JK0434'THE FENCE, AND 22 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A
 JK0434'STANDARD DISK, STAMPEDM 173 1934 AND SET IN THE TOP OF A CONCRETE
 JK0434'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0246 ***********************************************************************
 JK0246  DESIGNATION -  M 175
 JK0246  PID         -  JK0246
 JK0246  STATE/COUNTY-  CO/EL PASO
 JK0246  USGS QUAD   -  MANITOU SPRINGS (1994)
 JK0246
 JK0246                         *CURRENT SURVEY CONTROL
 JK0246  ___________________________________________________________________
 JK0246* NAD 83(1986)-  38 51 19.     (N)    104 54 50.     (W)     SCALED    
 JK0246* NAVD 88     -      1955.418  (meters)    6415.40   (feet)  ADJUSTED  
 JK0246  ___________________________________________________________________
 JK0246  GEOID HEIGHT-         -15.94  (meters)                     GEOID03
 JK0246  DYNAMIC HT  -        1953.253 (meters)    6408.30  (feet)  COMP
 JK0246  MODELED GRAV-     979,451.4   (mgal)                       NAVD 88
 JK0246
 JK0246  VERT ORDER  -  SECOND    CLASS 0
 JK0246
 JK0246.The horizontal coordinates were scaled from a topographic map and have
 JK0246.an estimated accuracy of +/- 6 seconds.
 JK0246
 JK0246.The orthometric height was determined by differential leveling
 JK0246.and adjusted by the National Geodetic Survey in June 1991..
 JK0246
 JK0246.The geoid height was determined by GEOID03.
 JK0246
 JK0246.The dynamic height is computed by dividing the NAVD 88
 JK0246.geopotential number by the normal gravity value computed on the
 JK0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0246.degrees latitude (g = 980.6199 gals.).
 JK0246
 JK0246.The modeled gravity was interpolated from observed gravity values.
 JK0246
 JK0246;                    North         East    Units  Estimated Accuracy
 JK0246;SPC CO C     -   418,410.      965,280.      MT  (+/- 180 meters Scaled)
 JK0246
 JK0246                          SUPERSEDED SURVEY CONTROL
 JK0246
 JK0246  NGVD 29 (??/??/92) 1954.301  (m)         6411.74   (f) ADJ UNCH    2 0
 JK0246
 JK0246.Superseded values are not recommended for survey control.
 JK0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0246.See file dsdata.txt to determine how the superseded data were derived.
 JK0246
 JK0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED074007(NAD 83)
 JK0246_MARKER: DB = BENCH MARK DISK
 JK0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0246_STAMPING: M 175 1934
 JK0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0246+STABILITY: SURFACE MOTION
 JK0246
 JK0246  HISTORY     - Date     Condition        Report By
 JK0246  HISTORY     - 1934     MONUMENTED       CGS
 JK0246  HISTORY     - 1975     MARK NOT FOUND   NGS
 JK0246
 JK0246                          STATION DESCRIPTION
 JK0246
 JK0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JK0246'AT MANITOU.
 JK0246'AT MANITOU, EL PASO COUNTY, 14 FEET EAST OF THE MIDLAND TERMINAL
 JK0246'RAILWAY STATION, 400 FEET SOUTHWEST OF MILEPOST 6, 200 FEET SOUTH
 JK0246'OF THE SCHOOL, AND 27 FEET NORTH OF THE CENTERLINE OF THE TRACK.
 JK0246'A STANDARD DISK, STAMPED M 175 1934 AND SET IN THE TOP OF A
 JK0246'CONCRETE POST.
 JK0246
 JK0246                          STATION RECOVERY (1975)
 JK0246
 JK0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 JK0246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0653 ***********************************************************************
 JK0653  DESIGNATION -  M 176
 JK0653  PID         -  JK0653
 JK0653  STATE/COUNTY-  CO/PARK
 JK0653  USGS QUAD   -  ANTERO RESERVOIR (1994)
 JK0653
 JK0653                         *CURRENT SURVEY CONTROL
 JK0653  ___________________________________________________________________
 JK0653* NAD 83(1986)-  38 58 56.     (N)    105 57 00.     (W)     SCALED    
 JK0653* NAVD 88     -      2741.114  (meters)    8993.14   (feet)  ADJUSTED  
 JK0653  ___________________________________________________________________
 JK0653  GEOID HEIGHT-         -13.69  (meters)                     GEOID03
 JK0653  DYNAMIC HT  -        2737.657 (meters)    8981.80  (feet)  COMP
 JK0653  MODELED GRAV-     979,267.0   (mgal)                       NAVD 88
 JK0653
 JK0653  VERT ORDER  -  SECOND    CLASS 0
 JK0653
 JK0653.The horizontal coordinates were scaled from a topographic map and have
 JK0653.an estimated accuracy of +/- 6 seconds.
 JK0653
 JK0653.The orthometric height was determined by differential leveling
 JK0653.and adjusted by the National Geodetic Survey in June 1991..
 JK0653
 JK0653.The geoid height was determined by GEOID03.
 JK0653
 JK0653.The dynamic height is computed by dividing the NAVD 88
 JK0653.geopotential number by the normal gravity value computed on the
 JK0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0653.degrees latitude (g = 980.6199 gals.).
 JK0653
 JK0653.The modeled gravity was interpolated from observed gravity values.
 JK0653
 JK0653;                    North         East    Units  Estimated Accuracy
 JK0653;SPC CO C     -   432,430.      875,410.      MT  (+/- 180 meters Scaled)
 JK0653
 JK0653                          SUPERSEDED SURVEY CONTROL
 JK0653
 JK0653  NGVD 29 (??/??/92) 2739.547  (m)         8988.00   (f) ADJ UNCH    2 0
 JK0653
 JK0653.Superseded values are not recommended for survey control.
 JK0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0653.See file dsdata.txt to determine how the superseded data were derived.
 JK0653
 JK0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD177152(NAD 83)
 JK0653_MARKER: DB = BENCH MARK DISK
 JK0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0653_STAMPING: M 176 1934
 JK0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0653+STABILITY: SURFACE MOTION
 JK0653
 JK0653  HISTORY     - Date     Condition        Report By
 JK0653  HISTORY     - 1934     MONUMENTED       CGS
 JK0653  HISTORY     - 1954     GOOD             USGS
 JK0653
 JK0653                          STATION DESCRIPTION
 JK0653
 JK0653'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JK0653'5.7 MI NE FROM ANTERO JUNCTION.
 JK0653'ABOUT 3.9 MILES NORTH EAST ALONG THE ROAD TO ANTERO RESERVOIR FROM
 JK0653'ANTERO JUNCTION, PARK COUNTY, THENCE NORTH ABOUT 1.8 MILES ALONG
 JK0653'THE OLD ROAD BED OF U.S. HWY 285, ABOUT 140 FEET NORTHWEST OF THE
 JK0653'CROSSING OF A SMALL DRAW, 38 FEET NORTHEAST OF THE CENTERLINE OF
 JK0653'THE OLD ROAD BED, 40 FEET NORTHWEST OF A CORNER FENCE POST.  A
 JK0653'STANDARD DISK STAMPED M 176 1934 AND SET IN THE TOP OF A CONCRETE
 JK0653'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0648 ***********************************************************************
 JK0648  DESIGNATION -  M 177
 JK0648  PID         -  JK0648
 JK0648  STATE/COUNTY-  CO/PARK
 JK0648  USGS QUAD   -  ANTERO RESERVOIR (1994)
 JK0648
 JK0648                         *CURRENT SURVEY CONTROL
 JK0648  ___________________________________________________________________
 JK0648* NAD 83(1986)-  38 57 33.     (N)    105 56 19.     (W)     SCALED    
 JK0648* NAVD 88     -      2740.270  (meters)    8990.37   (feet)  ADJUSTED  
 JK0648  ___________________________________________________________________
 JK0648  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 JK0648  DYNAMIC HT  -        2736.803 (meters)    8978.99  (feet)  COMP
 JK0648  MODELED GRAV-     979,262.9   (mgal)                       NAVD 88
 JK0648
 JK0648  VERT ORDER  -  FIRST     CLASS II
 JK0648
 JK0648.The horizontal coordinates were scaled from a topographic map and have
 JK0648.an estimated accuracy of +/- 6 seconds.
 JK0648
 JK0648.The orthometric height was determined by differential leveling
 JK0648.and adjusted by the National Geodetic Survey in June 1991..
 JK0648
 JK0648.The geoid height was determined by GEOID03.
 JK0648
 JK0648.The dynamic height is computed by dividing the NAVD 88
 JK0648.geopotential number by the normal gravity value computed on the
 JK0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0648.degrees latitude (g = 980.6199 gals.).
 JK0648
 JK0648.The modeled gravity was interpolated from observed gravity values.
 JK0648
 JK0648;                    North         East    Units  Estimated Accuracy
 JK0648;SPC CO C     -   429,870.      876,390.      MT  (+/- 180 meters Scaled)
 JK0648
 JK0648                          SUPERSEDED SURVEY CONTROL
 JK0648
 JK0648  NGVD 29 (??/??/92) 2738.698  (m)         8985.21   (f) ADJ UNCH    1 2
 JK0648
 JK0648.Superseded values are not recommended for survey control.
 JK0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0648.See file dsdata.txt to determine how the superseded data were derived.
 JK0648
 JK0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD186126(NAD 83)
 JK0648_MARKER: DB = BENCH MARK DISK
 JK0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0648_STAMPING: M 177 1934
 JK0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0648+STABILITY: SURFACE MOTION
 JK0648
 JK0648  HISTORY     - Date     Condition        Report By
 JK0648  HISTORY     - 1934     MONUMENTED       CGS
 JK0648  HISTORY     - 1954     GOOD             USGS
 JK0648
 JK0648                          STATION DESCRIPTION
 JK0648
 JK0648'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JK0648'0.7 MI NE FROM ANTERO JUNCTION.
 JK0648'0.7 MI NE ALONG U.S. HWY 24 FROM ANTERO JUNCTION, ABOUT 3.2 MILES
 JK0648'NORTHEAST ALONG THE ROAD TO ANTERO RESERVOIR FROM ANTERO JUNCTION,
 JK0648'PARK COUNTY, AT A POINT WHERE A ROW OF POLES JOINS THE ROAD, 39
 JK0648'FEET SOUTHWEST OF A POLE, 65 FEET NORTHWEST OF THE CENTERLINE OF THE
 JK0648'ROAD, AND 6 FEET SOUTHWEST OF A CORNER FENCE POST.  A STANDARD DISK
 JK0648'STAMPED M 177 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0035 ***********************************************************************
 JM0035  DESIGNATION -  M 178
 JM0035  PID         -  JM0035
 JM0035  STATE/COUNTY-  CO/DELTA
 JM0035  USGS QUAD   -  NORTH DELTA (1962)
 JM0035
 JM0035                         *CURRENT SURVEY CONTROL
 JM0035  ___________________________________________________________________
 JM0035* NAD 83(1986)-  38 45 01.     (N)    108 03 35.     (W)     SCALED    
 JM0035* NAVD 88     -      1505.928  (meters)    4940.70   (feet)  ADJUSTED  
 JM0035  ___________________________________________________________________
 JM0035  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 JM0035  DYNAMIC HT  -        1504.371 (meters)    4935.59  (feet)  COMP
 JM0035  MODELED GRAV-     979,542.7   (mgal)                       NAVD 88
 JM0035
 JM0035  VERT ORDER  -  SECOND    CLASS 0
 JM0035
 JM0035.The horizontal coordinates were scaled from a topographic map and have
 JM0035.an estimated accuracy of +/- 6 seconds.
 JM0035
 JM0035.The orthometric height was determined by differential leveling
 JM0035.and adjusted by the National Geodetic Survey in June 1991..
 JM0035
 JM0035.The geoid height was determined by GEOID03.
 JM0035
 JM0035.The dynamic height is computed by dividing the NAVD 88
 JM0035.geopotential number by the normal gravity value computed on the
 JM0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0035.degrees latitude (g = 980.6199 gals.).
 JM0035
 JM0035.The modeled gravity was interpolated from observed gravity values.
 JM0035
 JM0035;                    North         East    Units  Estimated Accuracy
 JM0035;SPC CO C     -   409,720.      691,930.      MT  (+/- 180 meters Scaled)
 JM0035
 JM0035                          SUPERSEDED SURVEY CONTROL
 JM0035
 JM0035  NGVD 29 (??/??/92) 1504.795  (m)         4936.98   (f) ADJ UNCH    2 0
 JM0035
 JM0035.Superseded values are not recommended for survey control.
 JM0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0035.See file dsdata.txt to determine how the superseded data were derived.
 JM0035
 JM0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH555931(NAD 83)
 JM0035_MARKER: DB = BENCH MARK DISK
 JM0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0035_STAMPING: M 178 1934
 JM0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0035+STABILITY: SURFACE MOTION
 JM0035
 JM0035  HISTORY     - Date     Condition        Report By
 JM0035  HISTORY     - 1945     MONUMENTED       CGS
 JM0035  HISTORY     - 1962     MARK NOT FOUND   USGS
 JM0035  HISTORY     - 1984     MARK NOT FOUND   NGS
 JM0035
 JM0035                          STATION DESCRIPTION
 JM0035
 JM0035'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 JM0035'1.7 MI NE FROM DELTA.
 JM0035'1.7 MILES NORTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JM0035'FROM THE STATION AT DELTA, DELTA COUNTY, 0.4 MILE NORTHEAST OF
 JM0035'MILEPOST 374, 234 FEET NORTHEAST OF THE NORTHEAST END OF TRESTLE NO.
 JM0035'374.75, 72 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, 15.8 FEET
 JM0035'SOUTHWEST OF THE CENTER OF A GATE TO A CROSSROAD, AND 3.5 FEET
 JM0035'NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED M 178
 JM0035'1934 AND SET IN THE TOP OF A CONCRETE POST.
 JM0035
 JM0035                          STATION RECOVERY (1962)
 JM0035
 JM0035'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 JM0035'MARK NOT FOUND.
 JM0035
 JM0035                          STATION RECOVERY (1984)
 JM0035
 JM0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JM0035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0360 ***********************************************************************
 JL0360  DESIGNATION -  M 19
 JL0360  PID         -  JL0360
 JL0360  STATE/COUNTY-  CO/OURAY
 JL0360  USGS QUAD   -  OURAY (1983)
 JL0360
 JL0360                         *CURRENT SURVEY CONTROL
 JL0360  ___________________________________________________________________
 JL0360* NAD 83(1986)-  38 06 51.     (N)    107 43 17.     (W)     SCALED    
 JL0360* NAVD 88     -      2188.206  (meters)    7179.14   (feet)  ADJUSTED  
 JL0360  ___________________________________________________________________
 JL0360  GEOID HEIGHT-         -15.74  (meters)                     GEOID03
 JL0360  DYNAMIC HT  -        2185.450 (meters)    7170.10  (feet)  COMP
 JL0360  MODELED GRAV-     979,291.9   (mgal)                       NAVD 88
 JL0360
 JL0360  VERT ORDER  -  FIRST     CLASS II
 JL0360
 JL0360.The horizontal coordinates were scaled from a topographic map and have
 JL0360.an estimated accuracy of +/- 6 seconds.
 JL0360
 JL0360.The orthometric height was determined by differential leveling
 JL0360.and adjusted by the National Geodetic Survey in June 1991..
 JL0360
 JL0360.The geoid height was determined by GEOID03.
 JL0360
 JL0360.The dynamic height is computed by dividing the NAVD 88
 JL0360.geopotential number by the normal gravity value computed on the
 JL0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0360.degrees latitude (g = 980.6199 gals.).
 JL0360
 JL0360.The modeled gravity was interpolated from observed gravity values.
 JL0360
 JL0360;                    North         East    Units  Estimated Accuracy
 JL0360;SPC CO S     -   467,770.      719,620.      MT  (+/- 180 meters Scaled)
 JL0360
 JL0360                          SUPERSEDED SURVEY CONTROL
 JL0360
 JL0360  NGVD 29 (??/??/92) 2187.383  (m)         7176.44   (f) ADJ UNCH    1 2
 JL0360
 JL0360.Superseded values are not recommended for survey control.
 JL0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0360.See file dsdata.txt to determine how the superseded data were derived.
 JL0360
 JL0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC614219(NAD 83)
 JL0360_MARKER: DB = BENCH MARK DISK
 JL0360_SETTING: 80 = SET IN A BOULDER
 JL0360_SP_SET: BOULDER
 JL0360_STAMPING: 7176.439 M 19 1928
 JL0360_MARK LOGO: CGS   
 JL0360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0360+STABILITY: SURFACE MOTION
 JL0360
 JL0360  HISTORY     - Date     Condition        Report By
 JL0360  HISTORY     - 1928     MONUMENTED       CGS
 JL0360  HISTORY     - 1952     GOOD             NGS
 JL0360  HISTORY     - 1984     GOOD             NGS
 JL0360  HISTORY     - 19910625 MARK NOT FOUND   USPSQD
 JL0360
 JL0360                          STATION DESCRIPTION
 JL0360
 JL0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 JL0360'3.3 MI SE FROM RIDGWAY.
 JL0360'ABOUT 3.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 550 FROM RIDGWAY, OURAY
 JL0360'COUNTY, ABOUT 100 YARDS SOUTHEAST OF THE JUNCTION OF A FARM ROAD
 JL0360'LEADING WEST, 20 FEET SOUTHEAST OF THE SOUTHEAST GATEPOST OF THE
 JL0360'WOODEN GATE ACROSS THE ABANDONED WAGON ROAD TO THE STANTON RANCH, 12
 JL0360'FEET EAST OF A T-ANGLE IN THE FENCE, 23 FEET SOUTHWEST OF THE CENTER
 JL0360'LINE OF THE HIGHWAY, 10 FEET NORTHEAST OF A FENCE ALONG THE SOUTHWEST
 JL0360'SIDE OF THE HIGHWAY, ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY, AND IN THE
 JL0360'TOP OF A 4- BY 3-1/2-FOOT BOULDER PROJECTING ABOUT 3-1/2 FEET ABOVE
 JL0360'GROUND.  A STANDARD DISK, STAMPED 7176.439 M 19 1928.
 JL0360
 JL0360                          STATION RECOVERY (1952)
 JL0360
 JL0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 JL0360'RECOVERED IN GOOD CONDITION.
 JL0360
 JL0360                          STATION RECOVERY (1984)
 JL0360
 JL0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0360'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  11.2 KM
 JL0360'(6.95 MI) NORTHERLY ALONG U.S. HIGHWAY 550 FROM THE POST OFFICE IN
 JL0360'OURAY, 0.5 KM (0.3 MI) SOUTHEAST OF MILEPOST 101 AT A GRAVELED ROAD
 JL0360'LEADING NORTHEAST, IN THE NORTHEAST END OF A 4- BY 5-FOOT BOULDER,
 JL0360'15.4 M (50.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 3.2 M
 JL0360'(10.5 FT) NORTHEAST OF A FENCE, AND 0.4 M (1.3 FT) SOUTHWEST OF THE
 JL0360'NORTHEAST END OF THE BOULDER.
 JL0360'THE MARK IS 0.6 METERS  NW FROM  A WITNESS POST
 JL0360'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 JL0360
 JL0360                          STATION RECOVERY (1991)
 JL0360
 JL0360'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 JL0360'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0418 ***********************************************************************
 KL0418  DESIGNATION -  M 2
 KL0418  PID         -  KL0418
 KL0418  STATE/COUNTY-  CO/EAGLE
 KL0418  USGS QUAD   -  WOLCOTT (1987)
 KL0418
 KL0418                         *CURRENT SURVEY CONTROL
 KL0418  ___________________________________________________________________
 KL0418* NAD 83(1986)-  39 41 01.     (N)    106 39 03.     (W)     SCALED    
 KL0418* NAVD 88     -      2146.957  (meters)    7043.81   (feet)  ADJUSTED  
 KL0418  ___________________________________________________________________
 KL0418  GEOID HEIGHT-         -13.24  (meters)                     GEOID03
 KL0418  DYNAMIC HT  -        2144.556 (meters)    7035.93  (feet)  COMP
 KL0418  MODELED GRAV-     979,432.3   (mgal)                       NAVD 88
 KL0418
 KL0418  VERT ORDER  -  FIRST     CLASS II
 KL0418
 KL0418.The horizontal coordinates were scaled from a topographic map and have
 KL0418.an estimated accuracy of +/- 6 seconds.
 KL0418
 KL0418.The orthometric height was determined by differential leveling
 KL0418.and adjusted by the National Geodetic Survey in June 1991..
 KL0418
 KL0418.The geoid height was determined by GEOID03.
 KL0418
 KL0418.The dynamic height is computed by dividing the NAVD 88
 KL0418.geopotential number by the normal gravity value computed on the
 KL0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0418.degrees latitude (g = 980.6199 gals.).
 KL0418
 KL0418.The modeled gravity was interpolated from observed gravity values.
 KL0418
 KL0418;                    North         East    Units  Estimated Accuracy
 KL0418;SPC CO C     -   510,830.      815,680.      MT  (+/- 180 meters Scaled)
 KL0418
 KL0418                          SUPERSEDED SURVEY CONTROL
 KL0418
 KL0418  NGVD 29 (??/??/92) 2145.555  (m)         7039.21   (f) ADJ UNCH    1 2
 KL0418
 KL0418.Superseded values are not recommended for survey control.
 KL0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0418.See file dsdata.txt to determine how the superseded data were derived.
 KL0418
 KL0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD584939(NAD 83)
 KL0418_MARKER: DD = SURVEY DISK
 KL0418_SETTING: 80 = SET IN A BOULDER
 KL0418_SP_SET: BOULDER
 KL0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0418+STABILITY: SURFACE MOTION
 KL0418
 KL0418  HISTORY     - Date     Condition        Report By
 KL0418  HISTORY     - UNK      MONUMENTED       USGS
 KL0418  HISTORY     - 1938     GOOD             NGS
 KL0418
 KL0418                          STATION DESCRIPTION
 KL0418
 KL0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KL0418'2.1 MI SE FROM WOLCOTT.
 KL0418'2.1 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KL0418'FROM WOLCOTT, EAGLE COUNTY, 140 FEET EAST OF A COLUMN SUPPORTING THE
 KL0418'NORTH END OF A FLUMEWAY OVER EAGLE RIVER, 28 FEET SOUTHWEST OF THE
 KL0418'CENTERLINE OF THE TRACK, AND IN THE TOP OF A GRANITE BOULDER.  A
 KL0418'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED M 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0043 ***********************************************************************
 KL0043  DESIGNATION -  M 2
 KL0043  PID         -  KL0043
 KL0043  STATE/COUNTY-  CO/SUMMIT
 KL0043  USGS QUAD   -  DILLON (1987)
 KL0043
 KL0043                         *CURRENT SURVEY CONTROL
 KL0043  ___________________________________________________________________
 KL0043* NAD 83(1986)-  39 42 15.     (N)    106 06 45.     (W)     SCALED    
 KL0043* NAVD 88     -      2595.795  (meters)    8516.37   (feet)  ADJUSTED  
 KL0043  ___________________________________________________________________
 KL0043  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 KL0043  DYNAMIC HT  -        2592.651 (meters)    8506.06  (feet)  COMP
 KL0043  MODELED GRAV-     979,322.0   (mgal)                       NAVD 88
 KL0043
 KL0043  VERT ORDER  -  FIRST     CLASS II
 KL0043
 KL0043.The horizontal coordinates were scaled from a topographic map and have
 KL0043.an estimated accuracy of +/- 6 seconds.
 KL0043
 KL0043.The orthometric height was determined by differential leveling
 KL0043.and adjusted by the National Geodetic Survey in November 2003..
 KL0043
 KL0043.The geoid height was determined by GEOID03.
 KL0043
 KL0043.The dynamic height is computed by dividing the NAVD 88
 KL0043.geopotential number by the normal gravity value computed on the
 KL0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0043.degrees latitude (g = 980.6199 gals.).
 KL0043
 KL0043.The modeled gravity was interpolated from observed gravity values.
 KL0043
 KL0043;                    North         East    Units  Estimated Accuracy
 KL0043;SPC CO C     -   512,660.      861,870.      MT  (+/- 180 meters Scaled)
 KL0043
 KL0043                          SUPERSEDED SURVEY CONTROL
 KL0043
 KL0043  NAVD 88 (06/15/91) 2595.787  (m)         8516.34   (f) UNKNOWN     2 0
 KL0043  NGVD 29 (??/??/92) 2594.208  (m)         8511.16   (f) ADJ UNCH    2 0
 KL0043
 KL0043.Superseded values are not recommended for survey control.
 KL0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0043.See file dsdata.txt to determine how the superseded data were derived.
 KL0043
 KL0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD046955(NAD 83)
 KL0043_MARKER: DB = BENCH MARK DISK
 KL0043_SETTING: 80 = SET IN A BOULDER
 KL0043_SP_SET: BOULDER
 KL0043_STAMPING: M 2 1929
 KL0043_MARK LOGO: USGS  
 KL0043_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0043+STABILITY: SURFACE MOTION
 KL0043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KL0043+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2001
 KL0043
 KL0043  HISTORY     - Date     Condition        Report By
 KL0043  HISTORY     - 1929     MONUMENTED       USGS
 KL0043  HISTORY     - 1951     GOOD             NGS
 KL0043  HISTORY     - 1984     GOOD             NGS
 KL0043  HISTORY     - 19930409 GOOD             CODOT
 KL0043  HISTORY     - 20011018 GOOD             NGS
 KL0043
 KL0043                          STATION DESCRIPTION
 KL0043
 KL0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KL0043'7.0 MI NW FROM DILLON.
 KL0043'7.0 MILES NORTHWEST ALONG STATE HIGHWAY 9 FROM THE PUBLIC SCHOOL AT
 KL0043'DILLON, AT A POINT WHERE THE OLD HIGHWAY BEARS NORTHWEST FOR 200 YARDS
 KL0043'AND THEN TURNS BACK TO THE NEW HIGHWAY, EAST OF AND AT THE FOOT OF A
 KL0043'STEEP HILL, 205 FEET SOUTHWEST OF THE CENTER LINE OF THE NEW HIGHWAY,
 KL0043'96 FEET SOUTHWEST OF THE CENTER LINE OF THE OLD HIGHWAY GRADE, 154
 KL0043'FEET SOUTH OF BENCH MARK H 298, 72 FEET SOUTHWEST OF A FENCE, 91 FEET
 KL0043'NORTHWEST OF A FENCE LEADING SOUTHWEST, SET IN THE TOP OF A GRANITE
 KL0043'BOULDER WHICH PROJECTS 2 FEET ABOVE THE GROUND.  NOTE-- 100 FEET
 KL0043'SOUTH-SOUTHEAST OF A LONE TREE AND 0.9 FEET HIGHER.  120 FEET
 KL0043'WEST-NORTHWEST OF THE CENTERLINE OF THE OLD ROAD AT NORTH TIP OF THE
 KL0043'BRUSH LINE AND 6.7 FEET HIGHER.  AND 100 FEET WEST-SOUTHWEST OF THE
 KL0043'CENTERLINE OF THE OLD ROAD AND 7.1 FEET HIGHER.
 KL0043
 KL0043                          STATION RECOVERY (1984)
 KL0043
 KL0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KL0043'ADD: 1.0 M (3.4 FT) WEST FROM A WITNESS POST.
 KL0043
 KL0043                          STATION RECOVERY (1993)
 KL0043
 KL0043'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1993 (KW)
 KL0043'RECOVERED AS DESCRIBED.
 KL0043
 KL0043                          STATION RECOVERY (2001)
 KL0043
 KL0043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 KL0043'THE STATION IS LOCATED ABOUT4.7 MI WEST-NORTHWEST OF PTARMIGAN
 KL0043'MOUNTAIN, 4.15 MI
 KL0043'NORTH-NORTHWEST OF WHERE WILLOW CREEK JOINS THE BLUE RIVER AND 5.8 MI
 KL0043'NORTH-NORTHWEST OF SILVERTHORNE, IN THE NORTHWEST 1/4 OF SECTION 15,
 KL0043'T4 S, R 78 W, AT
 KL0043'STATE HIGHWAY 9 MILEPOST 107.45. OWNERSHIP--PRIVATE PROPERTY.
 KL0043' 
 KL0043'TO REACH THE STATION FROM INTERSTATE 70 EXIT 205, SILVERTHORNE-DILLON
 KL0043'EXIT, GO NORTH
 KL0043'ON STATE HIGHWAY 9 FOR 5.75 MI TO THE STATION ON THE RIGHT. CONTINUE
 KL0043'AHEAD, 0.05 MI, TO A
 KL0043'TURN OUT WHICH HAS A DIM TRACK ROAD NEXT TO THE RIGHT-OF-WAY FENCE
 KL0043'THAT GOES NEXT TO
 KL0043'THE STATION.
 KL0043' 
 KL0043'THE MARK IS A STANDARD DISK SET INTO THE TOP CENTER OF A PARTIALLY
 KL0043'EXPOSED BOULDER, 1.7
 KL0043'M BY 1.2 M BY 0.6 M HIGH. IT IS 33.0 M SOUTHEAST FROM A LARGE
 KL0043'COTTONWOOD TREE, 27.8 M
 KL0043'NORTH-NORTHWEST FROM AN EAST-WEST FENCE LINE AND EASTERN MOST FENCE
 KL0043'POST, 26.9 M
 KL0043'WEST FROM THE NORTHERN MOST GATE POST IN A NORTH-SOUTH FENCE LINE,
 KL0043'26.85 M
 KL0043'WEST-SOUTHWEST FROM A NORTH-SOUTH FENCE LINE AND 1.1 M SOUTH FROM A
 KL0043'WITNESS POST.
 KL0043' 
 KL0043' 
 KL0043' 
 KL0043' 
 KL0043'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0689 ***********************************************************************
 KK0689  DESIGNATION -  M 2
 KK0689  PID         -  KK0689
 KK0689  STATE/COUNTY-  CO/JEFFERSON
 KK0689  USGS QUAD   -  PLATTE CANYON (1994)
 KK0689
 KK0689                         *CURRENT SURVEY CONTROL
 KK0689  ___________________________________________________________________
 KK0689* NAD 83(1986)-  39 24 50.     (N)    105 09 20.     (W)     SCALED    
 KK0689* NAVD 88     -      1839.043  (meters)    6033.59   (feet)  POSTED    
 KK0689  ___________________________________________________________________
 KK0689  GEOID HEIGHT-         -15.21  (meters)                     GEOID03
 KK0689  DYNAMIC HT  -        1837.160 (meters)    6027.42  (feet)  COMP
 KK0689  MODELED GRAV-     979,536.7   (mgal)                       NAVD 88
 KK0689
 KK0689  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0689
 KK0689.The horizontal coordinates were scaled from a topographic map and have
 KK0689.an estimated accuracy of +/- 6 seconds.
 KK0689
 KK0689.The orthometric height was determined by differential leveling
 KK0689.and adjusted by the National Geodetic Survey in 1992..
 KK0689.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0689.rate of 0.0 thru 1.0 mm/km.
 KK0689
 KK0689.The geoid height was determined by GEOID03.
 KK0689
 KK0689.The dynamic height is computed by dividing the NAVD 88
 KK0689.geopotential number by the normal gravity value computed on the
 KK0689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0689.degrees latitude (g = 980.6199 gals.).
 KK0689
 KK0689.The modeled gravity was interpolated from observed gravity values.
 KK0689
 KK0689;                    North         East    Units  Estimated Accuracy
 KK0689;SPC CO C     -   480,310.      944,060.      MT  (+/- 180 meters Scaled)
 KK0689
 KK0689                          SUPERSEDED SURVEY CONTROL
 KK0689
 KK0689  NGVD 29 (??/??/92) 1837.988  (m)         6030.13   (f) ADJ UNCH    1 2
 KK0689
 KK0689.Superseded values are not recommended for survey control.
 KK0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0689.See file dsdata.txt to determine how the superseded data were derived.
 KK0689
 KK0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD866627(NAD 83)
 KK0689_MARKER: DD = SURVEY DISK
 KK0689_SETTING: 66 = SET IN ROCK OUTCROP
 KK0689_SP_SET: GRANITE LEDGE
 KK0689_STAMPING: M 2 6030.856
 KK0689_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0689+STABILITY: POSITION/ELEVATION WELL
 KK0689_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK0689+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2004
 KK0689
 KK0689  HISTORY     - Date     Condition        Report By
 KK0689  HISTORY     - UNK      MONUMENTED       BOR
 KK0689  HISTORY     - 1951     GOOD             NGS
 KK0689  HISTORY     - 1955     GOOD             NGS
 KK0689  HISTORY     - 20041020 GOOD             GEOCAC
 KK0689
 KK0689                          STATION DESCRIPTION
 KK0689
 KK0689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0689'11.1 MI NE FROM BUFFALO CREEK.
 KK0689'11.1 MILES NORTHEAST ALONG THE ABANDONED COLORADO AND SOUTHERN
 KK0689'RAILROAD GRADE FROM THE POST OFFICE AT BUFFALO CREEK, 15.6 FEET
 KK0689'NORTHWEST OF THE CENTER LINE OF THE OLD RAILROAD GRADE, 3 FEET
 KK0689'ABOVE THE GROUND, SET IN THE TOP OF A GRANITE LEDGE.
 KK0689
 KK0689                          STATION RECOVERY (1955)
 KK0689
 KK0689'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0689'RECOVERED IN GOOD CONDITION.
 KK0689
 KK0689                          STATION RECOVERY (2004)
 KK0689
 KK0689'RECOVERY NOTE BY GEOCACHING 2004 (MME)
 KK0689'FROM THE INTERSECTION OF PINE CREEK RD. AND DOUGLAS COUNTY RD. 97
 KK0689'(PLATTE RIVER RD.) PROCEED NORTH 4.3 MILES TO THE PARKING AREA
 KK0689'NORTHEAST OF THE OLD SOUTH PLATTE HOTEL. PROCEED ABOUT 1.03 MILES PAST
 KK0689'THE GATE ON THE ROAD ALONG THE NORTH/WEST BANK OF THE RIVER. THE
 KK0689'STATION IS NORTH OF THE ROAD AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0246 ***********************************************************************
 HL0246  DESIGNATION -  M 20
 HL0246  PID         -  HL0246
 HL0246  STATE/COUNTY-  CO/LA PLATA
 HL0246  USGS QUAD   -  HERMOSA (1963)
 HL0246
 HL0246                         *CURRENT SURVEY CONTROL
 HL0246  ___________________________________________________________________
 HL0246* NAD 83(1986)-  37 23 06.     (N)    107 50 57.     (W)     SCALED    
 HL0246* NAVD 88     -      2001.601  (meters)    6566.92   (feet)  POSTED    
 HL0246  ___________________________________________________________________
 HL0246  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 HL0246  DYNAMIC HT  -        1999.020 (meters)    6558.45  (feet)  COMP
 HL0246  MODELED GRAV-     979,271.3   (mgal)                       NAVD 88
 HL0246
 HL0246  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HL0246
 HL0246.The horizontal coordinates were scaled from a topographic map and have
 HL0246.an estimated accuracy of +/- 6 seconds.
 HL0246
 HL0246.The orthometric height was determined by differential leveling
 HL0246.and adjusted by the National Geodetic Survey in 1992..
 HL0246.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HL0246.rate of 0.0 thru 1.0 mm/km.
 HL0246
 HL0246.The geoid height was determined by GEOID03.
 HL0246
 HL0246.The dynamic height is computed by dividing the NAVD 88
 HL0246.geopotential number by the normal gravity value computed on the
 HL0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0246.degrees latitude (g = 980.6199 gals.).
 HL0246
 HL0246.The modeled gravity was interpolated from observed gravity values.
 HL0246
 HL0246;                    North         East    Units  Estimated Accuracy
 HL0246;SPC CO S     -   387,140.      706,390.      MT  (+/- 180 meters Scaled)
 HL0246
 HL0246                          SUPERSEDED SURVEY CONTROL
 HL0246
 HL0246  NGVD 29 (??/??/92) 2000.357  (m)         6562.84   (f) ADJ UNCH    1 2
 HL0246
 HL0246.Superseded values are not recommended for survey control.
 HL0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0246.See file dsdata.txt to determine how the superseded data were derived.
 HL0246
 HL0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB477413(NAD 83)
 HL0246_MARKER: DB = BENCH MARK DISK
 HL0246_SETTING: 0 = UNSPECIFIED SETTING
 HL0246_STAMPING: M 20 1928
 HL0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0246
 HL0246  HISTORY     - Date     Condition        Report By
 HL0246  HISTORY     - 1928     MONUMENTED       CGS
 HL0246  HISTORY     - 1961     GOOD             USGS
 HL0246  HISTORY     - 1985     MARK NOT FOUND   NGS
 HL0246
 HL0246                          STATION DESCRIPTION
 HL0246
 HL0246'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 HL0246'1.7 MI S FROM HERMOSA.
 HL0246'HERMOSA, 1.7 MI. SOUTH OF ALONG D AND RGW RAILROAD.  ABOUT 8.8 MI.
 HL0246'NORTH ALONG U.S. HWY. 550 FROM THE D AND RGW R.R. STA. IN DURANGO,
 HL0246'ABOUT 400 FT. EAST OF HWY., 57 FT. NORTH OF WHERE FARM ROAD CROSSES
 HL0246'R.R. TRACK AND 20 FT. WEST OF R.R. TRACK.
 HL0246
 HL0246                          STATION RECOVERY (1985)
 HL0246
 HL0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HL0246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0831 ***********************************************************************
 KK0831  DESIGNATION -  M 20
 KK0831  PID         -  KK0831
 KK0831  STATE/COUNTY-  CO/PARK
 KK0831  USGS QUAD   -  MOUNT LOGAN (1994)
 KK0831
 KK0831                         *CURRENT SURVEY CONTROL
 KK0831  ___________________________________________________________________
 KK0831* NAD 83(1986)-  39 27 25.     (N)    105 39 15.     (W)     SCALED    
 KK0831* NAVD 88     -      2611.859  (meters)    8569.07   (feet)  ADJUSTED  
 KK0831  ___________________________________________________________________
 KK0831  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 KK0831  DYNAMIC HT  -        2608.758 (meters)    8558.90  (feet)  COMP
 KK0831  MODELED GRAV-     979,344.9   (mgal)                       NAVD 88
 KK0831
 KK0831  VERT ORDER  -  FIRST     CLASS II
 KK0831
 KK0831.The horizontal coordinates were scaled from a topographic map and have
 KK0831.an estimated accuracy of +/- 6 seconds.
 KK0831
 KK0831.The orthometric height was determined by differential leveling
 KK0831.and adjusted by the National Geodetic Survey in June 1991..
 KK0831
 KK0831.The geoid height was determined by GEOID03.
 KK0831
 KK0831.The dynamic height is computed by dividing the NAVD 88
 KK0831.geopotential number by the normal gravity value computed on the
 KK0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0831.degrees latitude (g = 980.6199 gals.).
 KK0831
 KK0831.The modeled gravity was interpolated from observed gravity values.
 KK0831
 KK0831;                    North         East    Units  Estimated Accuracy
 KK0831;SPC CO C     -   485,050.      901,130.      MT  (+/- 180 meters Scaled)
 KK0831
 KK0831                          SUPERSEDED SURVEY CONTROL
 KK0831
 KK0831  NGVD 29 (??/??/92) 2610.419  (m)         8564.35   (f) ADJ UNCH    1 2
 KK0831
 KK0831.Superseded values are not recommended for survey control.
 KK0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0831.See file dsdata.txt to determine how the superseded data were derived.
 KK0831
 KK0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD437676(NAD 83)
 KK0831_MARKER: DD = SURVEY DISK
 KK0831_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0831_SP_SET: BRIDGE
 KK0831_STAMPING: M 20
 KK0831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0831
 KK0831  HISTORY     - Date     Condition        Report By
 KK0831  HISTORY     - UNK      MONUMENTED       BOR
 KK0831  HISTORY     - 1954     GOOD             NGS
 KK0831
 KK0831                          STATION DESCRIPTION
 KK0831
 KK0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0831'0.5 MI E FROM GRANT.
 KK0831'0.5 MILE EAST ALONG U.S. HIGHWAY 285 FROM THE PLATTE RIVER INN
 KK0831'AT GRANT, 21 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, SET IN
 KK0831'THE TOP OF THE WEST END OF THE SOUTH HEADWALL OF A 7 X 8 FOOT
 KK0831'CONCRETE BRIDGE OVER HINKLE GULCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0329 ***********************************************************************
 LK0329  DESIGNATION -  M 207
 LK0329  PID         -  LK0329
 LK0329  STATE/COUNTY-  CO/WELD
 LK0329  USGS QUAD   -  RAYMER (1978)
 LK0329
 LK0329                         *CURRENT SURVEY CONTROL
 LK0329  ___________________________________________________________________
 LK0329* NAD 83(1986)-  40 37 22.     (N)    103 46 06.     (W)     SCALED    
 LK0329* NAVD 88     -      1436.649  (meters)    4713.41   (feet)  ADJUSTED  
 LK0329  ___________________________________________________________________
 LK0329  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 LK0329  DYNAMIC HT  -        1435.515 (meters)    4709.69  (feet)  COMP
 LK0329  MODELED GRAV-     979,784.6   (mgal)                       NAVD 88
 LK0329
 LK0329  VERT ORDER  -  SECOND    CLASS 0
 LK0329
 LK0329.The horizontal coordinates were scaled from a topographic map and have
 LK0329.an estimated accuracy of +/- 6 seconds.
 LK0329
 LK0329.The orthometric height was determined by differential leveling
 LK0329.and adjusted by the National Geodetic Survey in June 1991..
 LK0329
 LK0329.The geoid height was determined by GEOID03.
 LK0329
 LK0329.The dynamic height is computed by dividing the NAVD 88
 LK0329.geopotential number by the normal gravity value computed on the
 LK0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0329.degrees latitude (g = 980.6199 gals.).
 LK0329
 LK0329.The modeled gravity was interpolated from observed gravity values.
 LK0329
 LK0329;                    North         East    Units  Estimated Accuracy
 LK0329;SPC CO N     -   449,400.    1,060,910.      MT  (+/- 180 meters Scaled)
 LK0329
 LK0329                          SUPERSEDED SURVEY CONTROL
 LK0329
 LK0329  NGVD 29 (??/??/92) 1435.967  (m)         4711.17   (f) ADJ UNCH    2 0
 LK0329
 LK0329.Superseded values are not recommended for survey control.
 LK0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0329.See file dsdata.txt to determine how the superseded data were derived.
 LK0329
 LK0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE041976(NAD 83)
 LK0329_MARKER: DB = BENCH MARK DISK
 LK0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0329_STAMPING: M 207 1934
 LK0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0329+STABILITY: SURFACE MOTION
 LK0329
 LK0329  HISTORY     - Date     Condition        Report By
 LK0329  HISTORY     - 1934     MONUMENTED       CGS
 LK0329  HISTORY     - 1974     MARK NOT FOUND   USGS
 LK0329  HISTORY     - 1981     MARK NOT FOUND   CODH
 LK0329
 LK0329                          STATION DESCRIPTION
 LK0329
 LK0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LK0329'4.2 MI NE FROM NEW RAYMER.
 LK0329'4.2 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LK0329'RAILROAD FROM THE STATION AT NEW RAYMER, WELD COUNTY, 37.4 FEET
 LK0329'NORTH OF MILEPOST 262, 46.1 FEET NORTH OF THE NORTH RAIL, 1.8 FEET
 LK0329'SOUTH OF A FENCE, 6.0 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 LK0329'STAMPED M 207 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LK0329
 LK0329                          STATION RECOVERY (1974)
 LK0329
 LK0329'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LK0329'MARK NOT FOUND.
 LK0329
 LK0329                          STATION RECOVERY (1981)
 LK0329
 LK0329'RECOVERY NOTE BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1981
 LK0329'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0010 ***********************************************************************
 LL0010  DESIGNATION -  M 209
 LL0010  PID         -  LL0010
 LL0010  STATE/COUNTY-  CO/WELD
 LL0010  USGS QUAD   -  GROVER SOUTH (1972)
 LL0010
 LL0010                         *CURRENT SURVEY CONTROL
 LL0010  ___________________________________________________________________
 LL0010* NAD 83(1986)-  40 50 06.     (N)    104 11 55.     (W)     SCALED    
 LL0010* NAVD 88     -      1535.030  (meters)    5036.18   (feet)  ADJUSTED  
 LL0010  ___________________________________________________________________
 LL0010  GEOID HEIGHT-         -18.25  (meters)                     GEOID03
 LL0010  DYNAMIC HT  -        1533.790 (meters)    5032.11  (feet)  COMP
 LL0010  MODELED GRAV-     979,762.7   (mgal)                       NAVD 88
 LL0010
 LL0010  VERT ORDER  -  SECOND    CLASS 0
 LL0010
 LL0010.The horizontal coordinates were scaled from a topographic map and have
 LL0010.an estimated accuracy of +/- 6 seconds.
 LL0010
 LL0010.The orthometric height was determined by differential leveling
 LL0010.and adjusted by the National Geodetic Survey in June 1991..
 LL0010
 LL0010.The geoid height was determined by GEOID03.
 LL0010
 LL0010.The dynamic height is computed by dividing the NAVD 88
 LL0010.geopotential number by the normal gravity value computed on the
 LL0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0010.degrees latitude (g = 980.6199 gals.).
 LL0010
 LL0010.The modeled gravity was interpolated from observed gravity values.
 LL0010
 LL0010;                    North         East    Units  Estimated Accuracy
 LL0010;SPC CO N     -   472,340.    1,024,160.      MT  (+/- 180 meters Scaled)
 LL0010
 LL0010                          SUPERSEDED SURVEY CONTROL
 LL0010
 LL0010  NGVD 29 (??/??/92) 1534.223  (m)         5033.53   (f) ADJ UNCH    2 0
 LL0010
 LL0010.Superseded values are not recommended for survey control.
 LL0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0010.See file dsdata.txt to determine how the superseded data were derived.
 LL0010
 LL0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF675207(NAD 83)
 LL0010_MARKER: DB = BENCH MARK DISK
 LL0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0010_STAMPING: M 209 1934
 LL0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0010+STABILITY: SURFACE MOTION
 LL0010
 LL0010  HISTORY     - Date     Condition        Report By
 LL0010  HISTORY     - 1934     MONUMENTED       CGS
 LL0010  HISTORY     - 1952     GOOD             NGS
 LL0010
 LL0010                          STATION DESCRIPTION
 LL0010
 LL0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 LL0010'2.6 MI SE FROM GROVER.
 LL0010'2.55 MILES SOUTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LL0010'RAILROAD FROM THE STATION AT GROVER, 94.5 FEET SOUTHWEST OF THE
 LL0010'SOUTHWEST RAIL, 57 FEET SOUTHWEST OF MILEPOST 293, 45 FEET NORTHEAST
 LL0010'OF THE CENTER LINE OF A GRAVELED ROAD, 1.8 FEET SOUTHEAST OF A WITNESS
 LL0010'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 LL0010'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0923 ***********************************************************************
 KK0923  DESIGNATION -  M 21
 KK0923  PID         -  KK0923
 KK0923  STATE/COUNTY-  CO/PARK
 KK0923  USGS QUAD   -  MOUNT LOGAN (1994)
 KK0923
 KK0923                         *CURRENT SURVEY CONTROL
 KK0923  ___________________________________________________________________
 KK0923* NAD 83(1986)-  39 27 34.     (N)    105 39 50.     (W)     SCALED    
 KK0923* NAVD 88     -      2619.088  (meters)    8592.79   (feet)  ADJUSTED  
 KK0923  ___________________________________________________________________
 KK0923  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 KK0923  DYNAMIC HT  -        2615.972 (meters)    8582.57  (feet)  COMP
 KK0923  MODELED GRAV-     979,342.3   (mgal)                       NAVD 88
 KK0923
 KK0923  VERT ORDER  -  FIRST     CLASS II
 KK0923
 KK0923.The horizontal coordinates were scaled from a topographic map and have
 KK0923.an estimated accuracy of +/- 6 seconds.
 KK0923
 KK0923.The orthometric height was determined by differential leveling
 KK0923.and adjusted by the National Geodetic Survey in June 1991..
 KK0923
 KK0923.The geoid height was determined by GEOID03.
 KK0923
 KK0923.The dynamic height is computed by dividing the NAVD 88
 KK0923.geopotential number by the normal gravity value computed on the
 KK0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0923.degrees latitude (g = 980.6199 gals.).
 KK0923
 KK0923.The modeled gravity was interpolated from observed gravity values.
 KK0923
 KK0923;                    North         East    Units  Estimated Accuracy
 KK0923;SPC CO C     -   485,330.      900,300.      MT  (+/- 180 meters Scaled)
 KK0923
 KK0923                          SUPERSEDED SURVEY CONTROL
 KK0923
 KK0923  NGVD 29 (??/??/92) 2617.641  (m)         8588.04   (f) ADJ UNCH    1 2
 KK0923
 KK0923.Superseded values are not recommended for survey control.
 KK0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0923.See file dsdata.txt to determine how the superseded data were derived.
 KK0923
 KK0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD428679(NAD 83)
 KK0923_MARKER: DD = SURVEY DISK
 KK0923_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0923_SP_SET: BRIDGE
 KK0923_STAMPING: M 21 8589.325
 KK0923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0923
 KK0923  HISTORY     - Date     Condition        Report By
 KK0923  HISTORY     - UNK      MONUMENTED       BOR
 KK0923  HISTORY     - 1951     GOOD             NGS
 KK0923  HISTORY     - 1955     GOOD             NGS
 KK0923
 KK0923                          STATION DESCRIPTION
 KK0923
 KK0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0923'AT GRANT.
 KK0923'AT GRANT, 305 FEET WEST OF THE SOUTHWEST CORNER OF THE PLATTE
 KK0923'RIVER INN, 20.4 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET
 KK0923'IN THE TOP OF THE NORTH END OF THE NORTHWEST WINGWALL OF A 65
 KK0923'FOOT CONCRETE BRIDGE OVER WEST GENEVA CREEK.
 KK0923
 KK0923                          STATION RECOVERY (1955)
 KK0923
 KK0923'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0923'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0095 ***********************************************************************
 HK0095  DESIGNATION -  M 21
 HK0095  PID         -  HK0095
 HK0095  STATE/COUNTY-  CO/LAS ANIMAS
 HK0095  USGS QUAD   -  LUDLOW (1971)
 HK0095
 HK0095                         *CURRENT SURVEY CONTROL
 HK0095  ___________________________________________________________________
 HK0095* NAD 83(1986)-  37 19 23.     (N)    104 35 15.     (W)     SCALED    
 HK0095* NAVD 88     -      1912.896  (meters)    6275.89   (feet)  ADJUSTED  
 HK0095  ___________________________________________________________________
 HK0095  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 HK0095  DYNAMIC HT  -        1910.527 (meters)    6268.12  (feet)  COMP
 HK0095  MODELED GRAV-     979,324.6   (mgal)                       NAVD 88
 HK0095
 HK0095  VERT ORDER  -  FIRST     CLASS II
 HK0095
 HK0095.The horizontal coordinates were scaled from a topographic map and have
 HK0095.an estimated accuracy of +/- 6 seconds.
 HK0095
 HK0095.The orthometric height was determined by differential leveling
 HK0095.and adjusted by the National Geodetic Survey in June 1991..
 HK0095
 HK0095.The geoid height was determined by GEOID03.
 HK0095
 HK0095.The dynamic height is computed by dividing the NAVD 88
 HK0095.geopotential number by the normal gravity value computed on the
 HK0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0095.degrees latitude (g = 980.6199 gals.).
 HK0095
 HK0095.The modeled gravity was interpolated from observed gravity values.
 HK0095
 HK0095;                    North         East    Units  Estimated Accuracy
 HK0095;SPC CO S     -   378,040.      995,280.      MT  (+/- 180 meters Scaled)
 HK0095
 HK0095                          SUPERSEDED SURVEY CONTROL
 HK0095
 HK0095  NGVD 29 (??/??/92) 1911.844  (m)         6272.44   (f) ADJ UNCH    1 2
 HK0095
 HK0095.Superseded values are not recommended for survey control.
 HK0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0095.See file dsdata.txt to determine how the superseded data were derived.
 HK0095
 HK0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB365307(NAD 83)
 HK0095_MARKER: DB = BENCH MARK DISK
 HK0095_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HK0095_SP_SET: BRIDGE
 HK0095_STAMPING: 6272.441 M 21 1929
 HK0095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0095
 HK0095  HISTORY     - Date     Condition        Report By
 HK0095  HISTORY     - 1929     MONUMENTED       CGS
 HK0095  HISTORY     - 1935     GOOD             NGS
 HK0095
 HK0095                          STATION DESCRIPTION
 HK0095
 HK0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 HK0095'13.7 MI N FROM TRINIDAD.
 HK0095'13.7 MILES NORTH ALONG THE COLORADO AND SOUTHERN RAILWAY FROM THE
 HK0095'STATION TRINIDAD, LAS ANIMAS COUNTY, 0.8 MILE SOUTH OF THE STATION
 HK0095'AT LUDLOW, 150 FEET WEST OF A GRAVEL ROAD PARALLELING THE TRACK,
 HK0095'70 FEET SOUTH OF THE ROAD UNDER BRIDGE 198.71, AT STEEL BRIDGE
 HK0095'198.73, IN THE TOP OF THE NORTH ABUTMENT, 10.5 FEET WEST OF THE
 HK0095'WEST RAIL, OF THE WEST TRACK, 2 FEET NORTH OF THE END OF THE
 HK0095'SLOPING WINGWALL, 4 FEET HIGHER THAT THE PORTION OF THE ABUTMENT
 HK0095'ON WHICH THE STEEL RESTS, AND 2 FEET LOWER THAN THE TRACK.  A
 HK0095'STANDARD DISK, STAMPED 6272.441 M 21 1929.
 HK0095
 HK0095                          STATION RECOVERY (1935)
 HK0095
 HK0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1935
 HK0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0832 ***********************************************************************
 KK0832  DESIGNATION -  M 21 A
 KK0832  PID         -  KK0832
 KK0832  STATE/COUNTY-  CO/PARK
 KK0832  USGS QUAD   -  MOUNT LOGAN (1994)
 KK0832
 KK0832                         *CURRENT SURVEY CONTROL
 KK0832  ___________________________________________________________________
 KK0832* NAD 83(1986)-  39 27 40.     (N)    105 40 52.     (W)     SCALED    
 KK0832* NAVD 88     -      2653.217  (meters)    8704.76   (feet)  ADJUSTED  
 KK0832  ___________________________________________________________________
 KK0832  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 KK0832  DYNAMIC HT  -        2650.031 (meters)    8694.31  (feet)  COMP
 KK0832  MODELED GRAV-     979,329.7   (mgal)                       NAVD 88
 KK0832
 KK0832  VERT ORDER  -  FIRST     CLASS II
 KK0832
 KK0832.The horizontal coordinates were scaled from a topographic map and have
 KK0832.an estimated accuracy of +/- 6 seconds.
 KK0832
 KK0832.The orthometric height was determined by differential leveling
 KK0832.and adjusted by the National Geodetic Survey in June 1991..
 KK0832
 KK0832.The geoid height was determined by GEOID03.
 KK0832
 KK0832.The dynamic height is computed by dividing the NAVD 88
 KK0832.geopotential number by the normal gravity value computed on the
 KK0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0832.degrees latitude (g = 980.6199 gals.).
 KK0832
 KK0832.The modeled gravity was interpolated from observed gravity values.
 KK0832
 KK0832;                    North         East    Units  Estimated Accuracy
 KK0832;SPC CO C     -   485,510.      898,820.      MT  (+/- 180 meters Scaled)
 KK0832
 KK0832                          SUPERSEDED SURVEY CONTROL
 KK0832
 KK0832  NGVD 29 (??/??/92) 2651.740  (m)         8699.92   (f) ADJ UNCH    1 2
 KK0832
 KK0832.Superseded values are not recommended for survey control.
 KK0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0832.See file dsdata.txt to determine how the superseded data were derived.
 KK0832
 KK0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD414681(NAD 83)
 KK0832_MARKER: Q = CHISELED SQUARE
 KK0832_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0832_SP_SET: CULVERT
 KK0832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0832
 KK0832  HISTORY     - Date     Condition        Report By
 KK0832  HISTORY     - UNK      MONUMENTED       BOR
 KK0832  HISTORY     - 1951     GOOD             NGS
 KK0832
 KK0832                          STATION DESCRIPTION
 KK0832
 KK0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0832'1.1 MI W FROM GRANT.
 KK0832'1.1 MILES WEST ALONG U.S. HIGHWAY 285 FROM THE PLATTE RIVER INN
 KK0832'AT GRANT, 89 YARDS EAST OF A LONE SPRUCE TREE, 24 FEET NORTH OF
 KK0832'THE CENTER LINE OF THE HIGHWAY, A CHISELED SQUARE IN THE TOP OF
 KK0832'THE EAST END OF THE NORTH HEADWALL OF A 3 X 7 FOOT CONCRETE
 KK0832'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0836 ***********************************************************************
 KK0836  DESIGNATION -  M 21 B
 KK0836  PID         -  KK0836
 KK0836  STATE/COUNTY-  CO/PARK
 KK0836  USGS QUAD   -  MOUNT LOGAN (1994)
 KK0836
 KK0836                         *CURRENT SURVEY CONTROL
 KK0836  ___________________________________________________________________
 KK0836* NAD 83(1986)-  39 27 35.     (N)    105 42 05.     (W)     SCALED    
 KK0836* NAVD 88     -      2704.993  (meters)    8874.63   (feet)  ADJUSTED  
 KK0836  ___________________________________________________________________
 KK0836  GEOID HEIGHT-         -12.56  (meters)                     GEOID03
 KK0836  DYNAMIC HT  -        2701.709 (meters)    8863.86  (feet)  COMP
 KK0836  MODELED GRAV-     979,314.6   (mgal)                       NAVD 88
 KK0836
 KK0836  VERT ORDER  -  FIRST     CLASS II
 KK0836
 KK0836.The horizontal coordinates were scaled from a topographic map and have
 KK0836.an estimated accuracy of +/- 6 seconds.
 KK0836
 KK0836.The orthometric height was determined by differential leveling
 KK0836.and adjusted by the National Geodetic Survey in June 1991..
 KK0836
 KK0836.The geoid height was determined by GEOID03.
 KK0836
 KK0836.The dynamic height is computed by dividing the NAVD 88
 KK0836.geopotential number by the normal gravity value computed on the
 KK0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0836.degrees latitude (g = 980.6199 gals.).
 KK0836
 KK0836.The modeled gravity was interpolated from observed gravity values.
 KK0836
 KK0836;                    North         East    Units  Estimated Accuracy
 KK0836;SPC CO C     -   485,360.      897,070.      MT  (+/- 180 meters Scaled)
 KK0836
 KK0836                          SUPERSEDED SURVEY CONTROL
 KK0836
 KK0836  NGVD 29 (??/??/92) 2703.483  (m)         8869.68   (f) ADJ UNCH    1 2
 KK0836
 KK0836.Superseded values are not recommended for survey control.
 KK0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0836.See file dsdata.txt to determine how the superseded data were derived.
 KK0836
 KK0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD396680(NAD 83)
 KK0836_MARKER: Q = CHISELED SQUARE
 KK0836_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0836_SP_SET: CULVERT
 KK0836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0836
 KK0836  HISTORY     - Date     Condition        Report By
 KK0836  HISTORY     - UNK      MONUMENTED       BOR
 KK0836  HISTORY     - 1951     GOOD             NGS
 KK0836
 KK0836                          STATION DESCRIPTION
 KK0836
 KK0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0836'2.2 MI SW FROM GRANT.
 KK0836'2.15 MILES SOUTHWEST ALONG U.S. HIGHWAY 285 FROM THE PLATTE RIVER
 KK0836'INN AT GRANT, 0.2 MILE EAST OF BENCH MARK Y 303, 18 FEET NORTH OF
 KK0836'THE CENTER LINE OF THE HIGHWAY, AT THE FOOT OF A ROCKY CLIFF,
 KK0836'A CHISELED SQUARE IN THE TOP OF THE EAST END OF THE NORTH
 KK0836'HEADWALL OF A 4 X 8 FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0047 ***********************************************************************
 LK0047  DESIGNATION -  M 213
 LK0047  PID         -  LK0047
 LK0047  STATE/COUNTY-  CO/PHILLIPS
 LK0047  USGS QUAD   -  AMHERST (1980)
 LK0047
 LK0047                         *CURRENT SURVEY CONTROL
 LK0047  ___________________________________________________________________
 LK0047* NAD 83(1986)-  40 40 56.     (N)    102 09 50.     (W)     SCALED    
 LK0047* NAVD 88     -      1124.419  (meters)    3689.03   (feet)  ADJUSTED  
 LK0047  ___________________________________________________________________
 LK0047  GEOID HEIGHT-         -21.03  (meters)                     GEOID03
 LK0047  DYNAMIC HT  -        1123.641 (meters)    3686.48  (feet)  COMP
 LK0047  MODELED GRAV-     979,893.4   (mgal)                       NAVD 88
 LK0047
 LK0047  VERT ORDER  -  SECOND    CLASS 0
 LK0047
 LK0047.The horizontal coordinates were scaled from a topographic map and have
 LK0047.an estimated accuracy of +/- 6 seconds.
 LK0047
 LK0047.The orthometric height was determined by differential leveling
 LK0047.and adjusted by the National Geodetic Survey in June 1991..
 LK0047
 LK0047.The geoid height was determined by GEOID03.
 LK0047
 LK0047.The dynamic height is computed by dividing the NAVD 88
 LK0047.geopotential number by the normal gravity value computed on the
 LK0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0047.degrees latitude (g = 980.6199 gals.).
 LK0047
 LK0047.The modeled gravity was interpolated from observed gravity values.
 LK0047
 LK0047;                    North         East    Units  Estimated Accuracy
 LK0047;SPC CO N     -   459,880.    1,196,360.      MT  (+/- 180 meters Scaled)
 LK0047
 LK0047                          SUPERSEDED SURVEY CONTROL
 LK0047
 LK0047  NGVD 29 (??/??/92) 1123.969  (m)         3687.55   (f) ADJ UNCH    2 0
 LK0047
 LK0047.Superseded values are not recommended for survey control.
 LK0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0047.See file dsdata.txt to determine how the superseded data were derived.
 LK0047
 LK0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF396073(NAD 83)
 LK0047_MARKER: DB = BENCH MARK DISK
 LK0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0047_STAMPING: M 213 1934
 LK0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0047+STABILITY: SURFACE MOTION
 LK0047
 LK0047  HISTORY     - Date     Condition        Report By
 LK0047  HISTORY     - 1934     MONUMENTED       CGS
 LK0047  HISTORY     - 1941     GOOD             NGS
 LK0047  HISTORY     - 1981     GOOD             NGS
 LK0047
 LK0047                          STATION DESCRIPTION
 LK0047
 LK0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LK0047'AT AMHERST.
 LK0047'AT AMHERST, PHILLIPS COUNTY, ON THE CHICAGO, BURLINGTON
 LK0047'AND QUINCY RAILROAD, 200 YARDS NORTHEAST OF THE STATION, 300 YARDS
 LK0047'SOUTHWEST OF MILEPOST 170, AT A ROAD CROSSING, 42 FEET NORTHEAST
 LK0047'OF THE CENTER LINE OF THE ROAD, AND 32 FEET NORTHWEST OF THE CENTER
 LK0047'LINE OF THE TRACK.  A STANDARD DISK, STAMPED M 213 1934 AND SET IN
 LK0047'THE TOP OF A CONCRETE POST.
 LK0047
 LK0047                          STATION RECOVERY (1941)
 LK0047
 LK0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LK0047'RECOVERED IN GOOD CONDITION.
 LK0047
 LK0047                          STATION RECOVERY (1981)
 LK0047
 LK0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 LK0047'THE BENCH MARK IS AT AMHERST, PHILLIPS COUNTY, ON THE BURLINGTON
 LK0047'RAILROAD AND STATE HIGHWAY RIGHT OF WAY. IT IS ABOUT 183 M (600 FT)
 LK0047'NORTHEAST OF THE RAILROAD STATION AND ABOUT 274 M (900 FT) SOUTHWEST
 LK0047'OF MILEPOST 170. IT IS 11.9 M (39.1 FT) NORTHEAST OF THE CENTERLINE
 LK0047'OF COUNTY ROAD 53, 9.8 M (32.2 FT) NORTHWEST FROM THE NORTHRAIL OF
 LK0047'THE TRACK, AND 2.1 M (6.9 FT) SOUTH FROM A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0113 ***********************************************************************
 JK0113  DESIGNATION -  M 22
 JK0113  PID         -  JK0113
 JK0113  STATE/COUNTY-  CO/PUEBLO
 JK0113  USGS QUAD   -  GOAT BUTTE (1970)
 JK0113
 JK0113                         *CURRENT SURVEY CONTROL
 JK0113  ___________________________________________________________________
 JK0113* NAD 83(1992)-  38 01 26.18398(N)    104 37 04.44256(W)     ADJUSTED  
 JK0113* NAVD 88     -      1642.925  (meters)    5390.16   (feet)  ADJUSTED  
 JK0113  ___________________________________________________________________
 JK0113  X           -  -1,269,952.552 (meters)                     COMP
 JK0113  Y           -  -4,869,185.953 (meters)                     COMP
 JK0113  Z           -   3,908,537.982 (meters)                     COMP
 JK0113  LAPLACE CORR-          -6.84  (seconds)                    DEFLEC99
 JK0113  ELLIP HEIGHT-        1624.06  (meters)          (12/03/02) GPS OBS
 JK0113  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 JK0113  DYNAMIC HT  -        1641.122 (meters)    5384.25  (feet)  COMP
 JK0113  MODELED GRAV-     979,474.4   (mgal)                       NAVD 88
 JK0113
 JK0113  HORZ ORDER  -  FIRST
 JK0113  VERT ORDER  -  FIRST     CLASS II
 JK0113  ELLP ORDER  -  FOURTH    CLASS II
 JK0113
 JK0113.The horizontal coordinates were established by GPS observations
 JK0113.and adjusted by the National Geodetic Survey in January 1997..
 JK0113
 JK0113.The orthometric height was determined by differential leveling
 JK0113.and adjusted by the National Geodetic Survey in June 1991..
 JK0113
 JK0113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK0113
 JK0113.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0113
 JK0113.The ellipsoidal height was determined by GPS observations
 JK0113.and is referenced to NAD 83.
 JK0113
 JK0113.The geoid height was determined by GEOID03.
 JK0113
 JK0113.The dynamic height is computed by dividing the NAVD 88
 JK0113.geopotential number by the normal gravity value computed on the
 JK0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0113.degrees latitude (g = 980.6199 gals.).
 JK0113
 JK0113.The modeled gravity was interpolated from observed gravity values.
 JK0113
 JK0113;                    North         East     Units Scale Factor Converg.
 JK0113;SPC CO S     -   455,802.807   991,848.630   MT  0.99995087   +0 32 27.8
 JK0113;SPC CO S     - 1,495,413.04  3,254,090.05   sFT  0.99995087   +0 32 27.8
 JK0113;UTM  13      - 4,208,540.101   533,536.449   MT  0.99961385   +0 14 07.3
 JK0113
 JK0113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0113!SPC CO S     -   0.99974523  x   0.99995087  =   0.99969611
 JK0113!UTM  13      -   0.99974523  x   0.99961385  =   0.99935918
 JK0113
 JK0113                          SUPERSEDED SURVEY CONTROL
 JK0113
 JK0113  ELLIP H (01/17/97) 1624.06   (m)                       GP(       ) 1 1
 JK0113  NAVD 88 (01/17/97) 1642.92   (m)         5390.1    (f) LEVELING    3  
 JK0113  NGVD 29 (??/??/92) 1642.036  (m)         5387.25   (f) ADJ UNCH    1 2
 JK0113
 JK0113.Superseded values are not recommended for survey control.
 JK0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0113.See file dsdata.txt to determine how the superseded data were derived.
 JK0113
 JK0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC3353608540(NAD 83)
 JK0113_MARKER: DB = BENCH MARK DISK
 JK0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0113_STAMPING: 5387.246 M 22 1929
 JK0113_MARK LOGO: CGS   
 JK0113_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0113+STABILITY: SURFACE MOTION
 JK0113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0113+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1995
 JK0113
 JK0113  HISTORY     - Date     Condition        Report By
 JK0113  HISTORY     - 1929     MONUMENTED       CGS
 JK0113  HISTORY     - 1935     GOOD             LOCSUR
 JK0113  HISTORY     - 19950428 GOOD             CO-101
 JK0113
 JK0113                          STATION DESCRIPTION
 JK0113
 JK0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1929
 JK0113'19 MI S FROM PUEBLO.
 JK0113'19.0 MILES SOUTH ALONG THE COLORADO AND SOUTHERN RAILWAY FROM UNION
 JK0113'STATION AT PUEBLO, PUEBLO COUNTY, 2.5 MILES SOUTH OF THE STATION
 JK0113'AT MARNEL, 0.5 MILE SOUTH OF MILEPOST 137, 215 FEET SOUTH OF AN OLD
 JK0113'WAGONROAD CROSSING, 200 FEET SOUTH OF THE SOUTH GATEPOST OF A
 JK0113'GATE IN THE EAST RIGHT-OF-WAY FENCE, 190 FEET SOUTH OF A 3-FOOT
 JK0113'CIRCULAR CONCRETE CULVERT, 90 FEET EAST OF THE CENTERLINE OF THE
 JK0113'EAST TRACK, 1 FOOT WEST OF THE EAST RIGHT-OF-WAY FENCE, AND 2 FEET
 JK0113'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED 5387.246 M 22
 JK0113'1929 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 JK0113'ABOVE GROUND.
 JK0113
 JK0113                          STATION RECOVERY (1935)
 JK0113
 JK0113'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1935
 JK0113'RECOVERED IN GOOD CONDITION.
 JK0113
 JK0113                          STATION RECOVERY (1995)
 JK0113
 JK0113'RECOVERY NOTE BY PUEBLO COUNTY COLORADO 1995 (PGG)
 JK0113'THE STATION IS LOCATED IN SOUTH-CENTRAL PUEBLO COUNTY ON THE SOUTHERN
 JK0113'PACIFIC LINES RIGHT-OF-WAY ABOUT 18.0 MI (29.0 KM) SOUTH OF DOWNTOWN
 JK0113'PUEBLO, 11.1 MI (17.9 KM) NORTHEAST OF COLORADO CITY, 5.5 MI (8.9 KM)
 JK0113'NORTH OF THE CEDARWOOD SIDING ON THE SOUTHERN PACIFIC LINES TRACK, 2.3
 JK0113'MI (3.7 KM) SOUTH OF MARNEL SIDING,  NEAR THE NORTH QUARTER-CORNER OF
 JK0113'SECTION 25 T23S R65W OF THE 6TH PM. OWNERSHIP-- SOUTHERN PACIFIC LINES
 JK0113'RAILROAD RIGHT-OF-WAY. CONTACT THE ROADMASTER AT (719)549-6266 TO
 JK0113'ARRANGE ACCESS. TO REACH THE STATION FROM INTERSTATE 25 AND ABBEY
 JK0113'ROAD, EXIT 77, GO 0.05 MI (0.08 KM) SOUTH TO A STOP SIGN AND THE
 JK0113'EASTERN FRONTAGE ROAD. TURN RIGHT, SOUTHEASTERLY, ON THE FRONTAGE
 JK0113'ROAD, CALLED ABBEY ROAD, FOR 3.2 MI (5.1 KM) TO A SIDE ROAD LEFT,
 JK0113'CEDARWOOD ROAD.  TURN LEFT, EAST, ON CEDARWOOD ROAD, PASSING OVER THE
 JK0113'GRANEROS RIVER AND CLIMBING A BLUFF FOR 2.5 MI (4.0 KM) TO A SIDE ROAD
 JK0113'RIGHT, PICKNEY ROAD. CONTINUE AHEAD, EAST FOR 2.1 MI (3.4 KM) TO AN
 JK0113'OFFSET INTERSECTION OF CLAYMINE ROAD TO THE SOUTH AND WOLFENBERGER
 JK0113'ROAD TO THE NORTH. CONTINUE AHEAD, EAST ON CEDARWOOD ROAD 4.75 MI
 JK0113'(7.64 KM) TO A CATTLE GUARD AND A NO TRESPASSING SIGN.  CONTINUE
 JK0113'AROUND A LEFT CORNER AND PROCEED NORTHERLY 0.15 MI (0.24 KM) TO A SIDE
 JK0113'ROAD LEFT. CONTINUE AHEAD, NORTH 0.5 MI (0.8 KM) ON THE GRAVEL ROAD TO
 JK0113'THE BOTTOM OF THE BLUFF AND A CATTLE GUARD.  CONTINUE EAST, AND THEN
 JK0113'SOUTH 0.3 MI (0.5 KM) TO AN UNLOCKED BARBED-WIRE GATE.  CONTINUE THRU
 JK0113'GATE EAST 0.08 MI (0.13 KM) ACROSS 2 SETS OF RAILROAD TRACKS TO THE
 JK0113'RAILROAD SERVICE ROAD. TURN LEFT, NORTH, ONTO THE SERVICE ROAD FOR 5.2
 JK0113'MI (8.4 KM) TO MILE MARKER 138.  CONTINUE AHEAD, NORTH 0.5 MI (0.8 KM)
 JK0113'TO THE MARKER AT THE RIGHT, EAST EDGE OF THE RIGHT-OF-WAY. THE STATION
 JK0113'MARK WAS RECOVERED AS DESCRIBED.   THE STATION MARK IS 1.2 M (3.9 FT)
 JK0113'NORTH OF A NEW CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0839 ***********************************************************************
 KK0839  DESIGNATION -  M 22
 KK0839  PID         -  KK0839
 KK0839  STATE/COUNTY-  CO/PARK
 KK0839  USGS QUAD   -  MOUNT LOGAN (1994)
 KK0839
 KK0839                         *CURRENT SURVEY CONTROL
 KK0839  ___________________________________________________________________
 KK0839* NAD 83(1986)-  39 27 24.     (N)    105 43 19.     (W)     SCALED    
 KK0839* NAVD 88     -      2753.608  (meters)    9034.13   (feet)  ADJUSTED  
 KK0839  ___________________________________________________________________
 KK0839  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 KK0839  DYNAMIC HT  -        2750.235 (meters)    9023.06  (feet)  COMP
 KK0839  MODELED GRAV-     979,302.2   (mgal)                       NAVD 88
 KK0839
 KK0839  VERT ORDER  -  FIRST     CLASS II
 KK0839
 KK0839.The horizontal coordinates were scaled from a topographic map and have
 KK0839.an estimated accuracy of +/- 6 seconds.
 KK0839
 KK0839.The orthometric height was determined by differential leveling
 KK0839.and adjusted by the National Geodetic Survey in June 1991..
 KK0839
 KK0839.The geoid height was determined by GEOID03.
 KK0839
 KK0839.The dynamic height is computed by dividing the NAVD 88
 KK0839.geopotential number by the normal gravity value computed on the
 KK0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0839.degrees latitude (g = 980.6199 gals.).
 KK0839
 KK0839.The modeled gravity was interpolated from observed gravity values.
 KK0839
 KK0839;                    North         East    Units  Estimated Accuracy
 KK0839;SPC CO C     -   485,030.      895,300.      MT  (+/- 180 meters Scaled)
 KK0839
 KK0839                          SUPERSEDED SURVEY CONTROL
 KK0839
 KK0839  NGVD 29 (??/??/92) 2752.072  (m)         9029.09   (f) ADJ UNCH    1 2
 KK0839
 KK0839.Superseded values are not recommended for survey control.
 KK0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0839.See file dsdata.txt to determine how the superseded data were derived.
 KK0839
 KK0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD378677(NAD 83)
 KK0839_MARKER: DD = SURVEY DISK
 KK0839_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0839_SP_SET: BRIDGE
 KK0839_STAMPING: M 22 9030.464
 KK0839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0839
 KK0839  HISTORY     - Date     Condition        Report By
 KK0839  HISTORY     - UNK      MONUMENTED       BOR
 KK0839  HISTORY     - 1951     GOOD             NGS
 KK0839  HISTORY     - 19840625 MARK NOT FOUND   USGS
 KK0839
 KK0839                          STATION DESCRIPTION
 KK0839
 KK0839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0839'3.2 MI SW FROM GRANT.
 KK0839'3.15 MILES SOUTHWEST ALONG U.S. HIGHWAY 285 FROM THE PLATTE RIVER
 KK0839'INN AT GRANT, 0.1 MILE SOUTHWEST OF A SET OF BUILDINGS WHICH
 KK0839'USED TO BE THE TOWN OF WEBSTER, 190 FEET SOUTHWEST OF THE
 KK0839'CENTER LINE OF A GRAVELED ROAD LEADING NORTHWEST, 15 FEET NORTHWEST OF
 KK0839'THE CENTERLINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTH END
 KK0839'OF THE NORTH WINGWALL OF A STEEL AND CONCRETE BRIDGE OVER THE
 KK0839'NORTH FORK OF THE SOUTH PLATTE RIVER.
 KK0839
 KK0839                          STATION RECOVERY (1984)
 KK0839
 KK0839'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 KK0839'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0132 ***********************************************************************
 KK0132  DESIGNATION -  M 24
 KK0132  PID         -  KK0132
 KK0132  STATE/COUNTY-  CO/EL PASO
 KK0132  USGS QUAD   -  CALHAN (1970)
 KK0132
 KK0132                         *CURRENT SURVEY CONTROL
 KK0132  ___________________________________________________________________
 KK0132* NAD 83(1986)-  39 01 59.     (N)    104 17 44.     (W)     SCALED    
 KK0132* NAVD 88     -      2000.081  (meters)    6561.93   (feet)  ADJUSTED  
 KK0132  ___________________________________________________________________
 KK0132  GEOID HEIGHT-         -18.48  (meters)                     GEOID03
 KK0132  DYNAMIC HT  -        1997.909 (meters)    6554.81  (feet)  COMP
 KK0132  MODELED GRAV-     979,470.4   (mgal)                       NAVD 88
 KK0132
 KK0132  VERT ORDER  -  SECOND    CLASS 0
 KK0132
 KK0132.The horizontal coordinates were scaled from a topographic map and have
 KK0132.an estimated accuracy of +/- 6 seconds.
 KK0132
 KK0132.The orthometric height was determined by differential leveling
 KK0132.and adjusted by the National Geodetic Survey in June 1991..
 KK0132
 KK0132.The geoid height was determined by GEOID03.
 KK0132
 KK0132.The dynamic height is computed by dividing the NAVD 88
 KK0132.geopotential number by the normal gravity value computed on the
 KK0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0132.degrees latitude (g = 980.6199 gals.).
 KK0132
 KK0132.The modeled gravity was interpolated from observed gravity values.
 KK0132
 KK0132;                    North         East    Units  Estimated Accuracy
 KK0132;SPC CO C     -   438,670.    1,018,680.      MT  (+/- 180 meters Scaled)
 KK0132
 KK0132                          SUPERSEDED SURVEY CONTROL
 KK0132
 KK0132  NGVD 29 (??/??/92) 1999.012  (m)         6558.43   (f) ADJ UNCH    2 0
 KK0132
 KK0132.Superseded values are not recommended for survey control.
 KK0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0132.See file dsdata.txt to determine how the superseded data were derived.
 KK0132
 KK0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED609206(NAD 83)
 KK0132_MARKER: DB = BENCH MARK DISK
 KK0132_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0132_SP_SET: STEPS
 KK0132_STAMPING: M 24 1929
 KK0132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0132
 KK0132  HISTORY     - Date     Condition        Report By
 KK0132  HISTORY     - 1929     MONUMENTED       CGS
 KK0132  HISTORY     - 1934     GOOD             NGS
 KK0132  HISTORY     - 20040820 MARK NOT FOUND   USPSQD
 KK0132
 KK0132                          STATION DESCRIPTION
 KK0132
 KK0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KK0132'AT CALHAN.
 KK0132'AT CALHAN, IN THE SOUTHEAST SECTION OF TOWN, AT THE WEST ENTRANCE
 KK0132'TO THE RED BRICK SCHOOL BUILDING, AT THE CONCRETE STEPS NORTH OF
 KK0132'THE DOORWAY, IN THE TOP OF THE SECOND STEP ABOVE THE SIDEWALK, AND
 KK0132'1 FOOT FROM THE WEST WALL.  A STANDARD DISK, STAMPED M 24 1929.
 KK0132
 KK0132                          STATION RECOVERY (2004)
 KK0132
 KK0132'RECOVERY NOTE BY US POWER SQUADRON 2004 (DLM)
 KK0132'NEW SCHOOL BUILDING ON THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0181 ***********************************************************************
 KJ0181  DESIGNATION -  M 25
 KJ0181  PID         -  KJ0181
 KJ0181  STATE/COUNTY-  CO/LINCOLN
 KJ0181  USGS QUAD   -  CLIFFORD (1979)
 KJ0181
 KJ0181                         *CURRENT SURVEY CONTROL
 KJ0181  ___________________________________________________________________
 KJ0181* NAD 83(1986)-  39 00 02.     (N)    103 20 25.     (W)     SCALED    
 KJ0181* NAVD 88     -      1472.060  (meters)    4829.58   (feet)  ADJUSTED  
 KJ0181  ___________________________________________________________________
 KJ0181  GEOID HEIGHT-         -21.17  (meters)                     GEOID03
 KJ0181  DYNAMIC HT  -        1470.649 (meters)    4824.95  (feet)  COMP
 KJ0181  MODELED GRAV-     979,617.7   (mgal)                       NAVD 88
 KJ0181
 KJ0181  VERT ORDER  -  FIRST     CLASS II
 KJ0181
 KJ0181.The horizontal coordinates were scaled from a topographic map and have
 KJ0181.an estimated accuracy of +/- 6 seconds.
 KJ0181
 KJ0181.The orthometric height was determined by differential leveling
 KJ0181.and adjusted by the National Geodetic Survey in June 1991..
 KJ0181
 KJ0181.The geoid height was determined by GEOID03.
 KJ0181
 KJ0181.The dynamic height is computed by dividing the NAVD 88
 KJ0181.geopotential number by the normal gravity value computed on the
 KJ0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0181.degrees latitude (g = 980.6199 gals.).
 KJ0181
 KJ0181.The modeled gravity was interpolated from observed gravity values.
 KJ0181
 KJ0181;                    North         East    Units  Estimated Accuracy
 KJ0181;SPC CO C     -   436,590.    1,101,460.      MT  (+/- 180 meters Scaled)
 KJ0181
 KJ0181                          SUPERSEDED SURVEY CONTROL
 KJ0181
 KJ0181  NGVD 29 (??/??/92) 1471.356  (m)         4827.27   (f) ADJ UNCH    1 2
 KJ0181
 KJ0181.Superseded values are not recommended for survey control.
 KJ0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0181.See file dsdata.txt to determine how the superseded data were derived.
 KJ0181
 KJ0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD437181(NAD 83)
 KJ0181_MARKER: DB = BENCH MARK DISK
 KJ0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0181_STAMPING: M 25 1929
 KJ0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0181+STABILITY: SURFACE MOTION
 KJ0181
 KJ0181  HISTORY     - Date     Condition        Report By
 KJ0181  HISTORY     - 1929     MONUMENTED       CGS
 KJ0181  HISTORY     - 1938     GOOD             NGS
 KJ0181
 KJ0181                          STATION DESCRIPTION
 KJ0181
 KJ0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 KJ0181'5.7 MI NW FROM BOYERO.
 KJ0181'5.7 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 KJ0181'STATION AT BOYERO, LINCOLN COUNTY, 11 1/2 POLES WEST OF MILEPOST
 KJ0181'523, ABOUT 1/2 MILE NORTHWEST OF A STEEL BRIDGE, 110 FEET SOUTHEAST
 KJ0181'OF THE CONCRETE BASE OF SEMAPHORE 5233, 100 FEET SOUTH OF OLD U.S.
 KJ0181'HIGHWAY 40 S, 83.5 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK,
 KJ0181'45 FEET EAST OF AN OLD FARM ROAD, IN LINE WITH A ROW OF POLES,
 KJ0181'AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED M
 KJ0181'25 1929 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 KJ0181'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0535 ***********************************************************************
 JK0535  DESIGNATION -  M 255
 JK0535  PID         -  JK0535
 JK0535  STATE/COUNTY-  CO/FREMONT
 JK0535  USGS QUAD   -  FLORENCE (1975)
 JK0535
 JK0535                         *CURRENT SURVEY CONTROL
 JK0535  ___________________________________________________________________
 JK0535* NAD 83(1992)-  38 27 42.46443(N)    105 00 02.56624(W)     ADJUSTED  
 JK0535* NAVD 88     -      1702.131  (meters)    5584.41   (feet)  ADJUSTED  
 JK0535  ___________________________________________________________________
 JK0535  X           -  -1,294,680.126 (meters)                     COMP
 JK0535  Y           -  -4,831,571.562 (meters)                     COMP
 JK0535  Z           -   3,946,757.602 (meters)                     COMP
 JK0535  LAPLACE CORR-          -7.97  (seconds)                    DEFLEC99
 JK0535  ELLIP HEIGHT-        1684.98  (meters)          (12/03/02) GPS OBS
 JK0535  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 JK0535  DYNAMIC HT  -        1700.284 (meters)    5578.35  (feet)  COMP
 JK0535  MODELED GRAV-     979,483.5   (mgal)                       NAVD 88
 JK0535
 JK0535  HORZ ORDER  -  FIRST
 JK0535  VERT ORDER  -  SECOND    CLASS 0
 JK0535  ELLP ORDER  -  FOURTH    CLASS II
 JK0535
 JK0535.The horizontal coordinates were established by GPS observations
 JK0535.and adjusted by the National Geodetic Survey in September 1994..
 JK0535
 JK0535.The orthometric height was determined by differential leveling
 JK0535.and adjusted by the National Geodetic Survey in June 1991..
 JK0535
 JK0535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK0535
 JK0535.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0535
 JK0535.The ellipsoidal height was determined by GPS observations
 JK0535.and is referenced to NAD 83.
 JK0535
 JK0535.The geoid height was determined by GEOID03.
 JK0535
 JK0535.The dynamic height is computed by dividing the NAVD 88
 JK0535.geopotential number by the normal gravity value computed on the
 JK0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0535.degrees latitude (g = 980.6199 gals.).
 JK0535
 JK0535.The modeled gravity was interpolated from observed gravity values.
 JK0535
 JK0535;                    North         East     Units Scale Factor Converg.
 JK0535;SPC CO C     -   374,684.671   957,978.705   MT  0.99999770   +0 18 53.6
 JK0535;SPC CO C     - 1,229,277.96  3,142,968.47   sFT  0.99999770   +0 18 53.6
 JK0535;UTM  13      - 4,257,054.230   499,937.809   MT  0.99960000   -0 00 01.6
 JK0535
 JK0535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0535!SPC CO C     -   0.99973569  x   0.99999770  =   0.99973339
 JK0535!UTM  13      -   0.99973569  x   0.99960000  =   0.99933579
 JK0535
 JK0535                          SUPERSEDED SURVEY CONTROL
 JK0535
 JK0535  ELLIP H (09/12/94) 1685.02   (m)                       GP(       ) 4 1
 JK0535  NGVD 29 (??/??/92) 1701.140  (m)         5581.16   (f) ADJ UNCH    2 0
 JK0535
 JK0535.Superseded values are not recommended for survey control.
 JK0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0535.See file dsdata.txt to determine how the superseded data were derived.
 JK0535
 JK0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC9993857054(NAD 83)
 JK0535_MARKER: DB = BENCH MARK DISK
 JK0535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0535_SP_SET: SET IN TOP OF CONCRETE POST
 JK0535_STAMPING: M 255 1938
 JK0535_MARK LOGO: CGS   
 JK0535_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0535+STABILITY: SURFACE MOTION
 JK0535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0535+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1997
 JK0535
 JK0535  HISTORY     - Date     Condition        Report By
 JK0535  HISTORY     - 1938     MONUMENTED       CGS
 JK0535  HISTORY     - 1957     MARK NOT FOUND   NGS
 JK0535  HISTORY     - 1984     GOOD             DOD
 JK0535  HISTORY     - 19940312 GOOD             MSAM
 JK0535  HISTORY     - 19970818 GOOD             CODOT
 JK0535
 JK0535                          STATION DESCRIPTION
 JK0535
 JK0535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JK0535'1.5 MI N FROM PENROSE.
 JK0535'1.5 MILES NORTH ALONG STATE HIGHWAY 115 FROM THE JUNCTION WITH
 JK0535'STATE HIGHWAY 120 AT PENROSE, 75 FEET SOUTH OF THREE MAILBOXES EAST
 JK0535'OF THE HIGHWAY, 50 FEET NORTH OF A FENCE CORNER, 30 FEET EAST OF
 JK0535'THE CENTERLINE OF THE HIGHWAY, AND AT AN ANGLE IN THE FENCE.  A
 JK0535'STANDARD DISK, STAMPED M 255 1938 AND SET IN THE TOP OF A CONCRETE
 JK0535'POST.
 JK0535
 JK0535                          STATION RECOVERY (1984)
 JK0535
 JK0535'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1984
 JK0535'NEW DESC: 6.4 KM (4.0 MI) NORTH ALONG STATE HIGHWAY 115 FROM ITS
 JK0535'JUNCTION WITH U.S. HIGHWAY 50, TO THE INTERSECTION OF K STREET,
 JK0535'THENCE EAST ON K STREET FOR 0.2 KM (0.1 MI) TO THE MARK ON THE LEFT,
 JK0535'20.0 M (66 FT) NORTHWEST OF A GREEN METAL GATE, 10.0 M (33 FT)
 JK0535'SOUTHEAST OF A TELEPHONE POLE, 8.5 M (28 FT) NORTH-NORTHEAST OF THE
 JK0535'CENTERLINE OF K STREET.
 JK0535
 JK0535                          STATION RECOVERY (1994)
 JK0535
 JK0535'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1994 (KCH)
 JK0535'THE STATION IS 1.5 MILES NORTH OF PENROSE COLORADO, IN THE SE 1/4 OF
 JK0535'SECTION 21, TOWNSHIP 18 SOUTH, RANGE 68 WEST OF THE 6TH P.M. TO REACH
 JK0535'THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 115 AND K STREET,
 JK0535'GO SOUTH ON K STREET FOR 0.15 MILES TO THE STATION ON THE LEFT. THE
 JK0535'STATION IS A BENCH MARK DISK SET IN A 1 FOOT BY 1 FOOT SQUARE CONCRETE
 JK0535'MONUMENT, IT IS 29.85 FEET EAST OF THE CENTERLINE OF K STREET, 2 FEET
 JK0535'WEST OF THE EAST RIGHT OF WAY FENCE, 3 FEET NORTH OF A FIBERGLASS
 JK0535'WITNESS POST, 33 FEET SOUTH OF A POWER POLE, 69 FEET NORTH OF THE
 JK0535'CENTER OF A METAL FIELD GATE, ROAD HEADS EAST.
 JK0535
 JK0535                          STATION RECOVERY (1997)
 JK0535
 JK0535'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (PGG)
 JK0535'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0320 ***********************************************************************
 JJ0320  DESIGNATION -  M 256
 JJ0320  PID         -  JJ0320
 JJ0320  STATE/COUNTY-  CO/LINCOLN
 JJ0320  USGS QUAD   -  SCHAFER RESERVOIR (1978)
 JJ0320
 JJ0320                         *CURRENT SURVEY CONTROL
 JJ0320  ___________________________________________________________________
 JJ0320* NAD 83(1986)-  38 52 49.     (N)    103 13 27.     (W)     SCALED    
 JJ0320* NAVD 88     -      1423.693  (meters)    4670.90   (feet)  ADJUSTED  
 JJ0320  ___________________________________________________________________
 JJ0320  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 JJ0320  DYNAMIC HT  -        1422.313 (meters)    4666.37  (feet)  COMP
 JJ0320  MODELED GRAV-     979,608.7   (mgal)                       NAVD 88
 JJ0320
 JJ0320  VERT ORDER  -  FIRST     CLASS II
 JJ0320
 JJ0320.The horizontal coordinates were scaled from a topographic map and have
 JJ0320.an estimated accuracy of +/- 6 seconds.
 JJ0320
 JJ0320.The orthometric height was determined by differential leveling
 JJ0320.and adjusted by the National Geodetic Survey in June 1991..
 JJ0320
 JJ0320.The geoid height was determined by GEOID03.
 JJ0320
 JJ0320.The dynamic height is computed by dividing the NAVD 88
 JJ0320.geopotential number by the normal gravity value computed on the
 JJ0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0320.degrees latitude (g = 980.6199 gals.).
 JJ0320
 JJ0320.The modeled gravity was interpolated from observed gravity values.
 JJ0320
 JJ0320;                    North         East    Units  Estimated Accuracy
 JJ0320;SPC CO C     -   423,490.    1,111,850.      MT  (+/- 180 meters Scaled)
 JJ0320
 JJ0320                          SUPERSEDED SURVEY CONTROL
 JJ0320
 JJ0320  NGVD 29 (??/??/92) 1423.013  (m)         4668.67   (f) ADJ UNCH    1 2
 JJ0320
 JJ0320.Superseded values are not recommended for survey control.
 JJ0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0320.See file dsdata.txt to determine how the superseded data were derived.
 JJ0320
 JJ0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD540049(NAD 83)
 JJ0320_MARKER: DB = BENCH MARK DISK
 JJ0320_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0320_SP_SET: CONCRETE BASE
 JJ0320_STAMPING: M 256 1938
 JJ0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0320
 JJ0320  HISTORY     - Date     Condition        Report By
 JJ0320  HISTORY     - 1938     MONUMENTED       CGS
 JJ0320  HISTORY     - 1974     MARK NOT FOUND   USGS
 JJ0320
 JJ0320                          STATION DESCRIPTION
 JJ0320
 JJ0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JJ0320'5.4 MI NW FROM AROYA.
 JJ0320'IN LINCOLN COUNTY, 5.4 MILES NORTHWEST ALONG THE UNION PACIFIC
 JJ0320'RAILROAD FROM THE STATION AT AROYA, CHEYENNE COUNTY, 5.0 MILES
 JJ0320'SOUTHEAST OF BOYERO, 3 POLES EAST OF MILEPOST 513, ABOUT 200 FEET
 JJ0320'SOUTH OF OLD U.S. HIGHWAY 40 S, AT SEMAPHORE 5130, AND IN THE TOP
 JJ0320'OF THE CONCRETE BASE.  A STANDARD DISK, STAMPED M 256 1938.
 JJ0320
 JJ0320                          STATION RECOVERY (1974)
 JJ0320
 JJ0320'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0320'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0230 ***********************************************************************
 KJ0230  DESIGNATION -  M 257
 KJ0230  PID         -  KJ0230
 KJ0230  STATE/COUNTY-  CO/ELBERT
 KJ0230  USGS QUAD   -  RIVER BEND (1970)
 KJ0230
 KJ0230                         *CURRENT SURVEY CONTROL
 KJ0230  ___________________________________________________________________
 KJ0230* NAD 83(1986)-  39 16 44.     (N)    103 45 51.     (W)     SCALED    
 KJ0230* NAVD 88     -      1661.747  (meters)    5451.91   (feet)  ADJUSTED  
 KJ0230  ___________________________________________________________________
 KJ0230  GEOID HEIGHT-         -19.48  (meters)                     GEOID03
 KJ0230  DYNAMIC HT  -        1660.144 (meters)    5446.66  (feet)  COMP
 KJ0230  MODELED GRAV-     979,603.3   (mgal)                       NAVD 88
 KJ0230
 KJ0230  VERT ORDER  -  FIRST     CLASS II
 KJ0230
 KJ0230.The horizontal coordinates were scaled from a topographic map and have
 KJ0230.an estimated accuracy of +/- 6 seconds.
 KJ0230
 KJ0230.The orthometric height was determined by differential leveling
 KJ0230.and adjusted by the National Geodetic Survey in June 1991..
 KJ0230
 KJ0230.The geoid height was determined by GEOID03.
 KJ0230
 KJ0230.The dynamic height is computed by dividing the NAVD 88
 KJ0230.geopotential number by the normal gravity value computed on the
 KJ0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0230.degrees latitude (g = 980.6199 gals.).
 KJ0230
 KJ0230.The modeled gravity was interpolated from observed gravity values.
 KJ0230
 KJ0230;                    North         East    Units  Estimated Accuracy
 KJ0230;SPC CO C     -   466,700.    1,064,160.      MT  (+/- 180 meters Scaled)
 KJ0230
 KJ0230                          SUPERSEDED SURVEY CONTROL
 KJ0230
 KJ0230  NGVD 29 (??/??/92) 1660.922  (m)         5449.21   (f) ADJ UNCH    1 2
 KJ0230
 KJ0230.Superseded values are not recommended for survey control.
 KJ0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0230.See file dsdata.txt to determine how the superseded data were derived.
 KJ0230
 KJ0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD065484(NAD 83)
 KJ0230_MARKER: DB = BENCH MARK DISK
 KJ0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0230_STAMPING: M 257 1938
 KJ0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0230+STABILITY: SURFACE MOTION
 KJ0230
 KJ0230  HISTORY     - Date     Condition        Report By
 KJ0230  HISTORY     - 1938     MONUMENTED       CGS
 KJ0230  HISTORY     - 1971     GOOD             USGS
 KJ0230
 KJ0230                          STATION DESCRIPTION
 KJ0230
 KJ0230'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 KJ0230'4.2 MI NW FROM LIMON.
 KJ0230'4.2 MILES NORTHWEST ALONG THE U.P. RAILROAD FROM THE STATION AT
 KJ0230'LIMON.  8 POLES EAST OF M.P 555 156 FT. SOUTH OF OLD U.S. HWY. 40,
 KJ0230'80 FT. NORTH OF R.R. TRACK AND IN LINE WITH THE R.O.W. OF POLES A
 KJ0230'STANDARD DISK STAMPED M-257 1938 IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0001 ***********************************************************************
 KK0001  DESIGNATION -  M 258
 KK0001  PID         -  KK0001
 KK0001  STATE/COUNTY-  CO/ELBERT
 KK0001  USGS QUAD   -  DEER TRAIL (1978)
 KK0001
 KK0001                         *CURRENT SURVEY CONTROL
 KK0001  ___________________________________________________________________
 KK0001* NAD 83(1986)-  39 33 30.     (N)    104 00 35.     (W)     SCALED    
 KK0001* NAVD 88     -      1605.687  (meters)    5267.99   (feet)  ADJUSTED  
 KK0001  ___________________________________________________________________
 KK0001  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 KK0001  DYNAMIC HT  -        1604.193 (meters)    5263.09  (feet)  COMP
 KK0001  MODELED GRAV-     979,639.7   (mgal)                       NAVD 88
 KK0001
 KK0001  VERT ORDER  -  FIRST     CLASS II
 KK0001
 KK0001.The horizontal coordinates were scaled from a topographic map and have
 KK0001.an estimated accuracy of +/- 6 seconds.
 KK0001
 KK0001.The orthometric height was determined by differential leveling
 KK0001.and adjusted by the National Geodetic Survey in June 1991..
 KK0001
 KK0001.The geoid height was determined by GEOID03.
 KK0001
 KK0001.The dynamic height is computed by dividing the NAVD 88
 KK0001.geopotential number by the normal gravity value computed on the
 KK0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0001.degrees latitude (g = 980.6199 gals.).
 KK0001
 KK0001.The modeled gravity was interpolated from observed gravity values.
 KK0001
 KK0001;                    North         East    Units  Estimated Accuracy
 KK0001;SPC CO C     -   497,340.    1,042,470.      MT  (+/- 180 meters Scaled)
 KK0001
 KK0001                          SUPERSEDED SURVEY CONTROL
 KK0001
 KK0001  NGVD 29 (??/??/92) 1604.859  (m)         5265.27   (f) ADJ UNCH    1 2
 KK0001
 KK0001.Superseded values are not recommended for survey control.
 KK0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0001.See file dsdata.txt to determine how the superseded data were derived.
 KK0001
 KK0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED850792(NAD 83)
 KK0001_MARKER: DB = BENCH MARK DISK
 KK0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0001_SP_SET: CULVERT
 KK0001_STAMPING: M 258 1938
 KK0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0001
 KK0001  HISTORY     - Date     Condition        Report By
 KK0001  HISTORY     - 1938     MONUMENTED       CGS
 KK0001  HISTORY     - 1969     MARK NOT FOUND   USGS
 KK0001
 KK0001                          STATION DESCRIPTION
 KK0001
 KK0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 KK0001'4.4 MI SE FROM DEER TRAIL.
 KK0001'IN ELBERT COUNTY, 4.4 MILES SOUTHEAST ALONG THE UNION PACIFIC
 KK0001'RAILROAD FROM THE STATION AT DEER TRAIL, ARAPAHOE COUNTY, 0.4 MILE
 KK0001'EAST OF THE ELBERT-ARAPAHOE COUNTY LINE, 170 FEET NORTH OF
 KK0001'MILEPOST 580, 230 FEET NORTH OF THE TRACK, 20 FEET SOUTH OF THE
 KK0001'CENTERLINE OF U.S. HIGHWAY 40, AT A CONCRETE CULVERT ON THE
 KK0001'HIGHWAY, AND IN THE TOP OF THE HEADWALL. A STANDARD DISK, STAMPED
 KK0001'M 258 1938.
 KK0001
 KK0001                          STATION RECOVERY (1969)
 KK0001
 KK0001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 KK0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0324 ***********************************************************************
 KK0324  DESIGNATION -  M 259
 KK0324  PID         -  KK0324
 KK0324  STATE/COUNTY-  CO/ADAMS
 KK0324  USGS QUAD   -  COAL CREEK (1994)
 KK0324
 KK0324                         *CURRENT SURVEY CONTROL
 KK0324  ___________________________________________________________________
 KK0324* NAD 83(1986)-  39 44 40.     (N)    104 40 13.     (W)     SCALED    
 KK0324* NAVD 88     -      1718.583  (meters)    5638.38   (feet)  POSTED    
 KK0324  ___________________________________________________________________
 KK0324  GEOID HEIGHT-         -17.88  (meters)                     GEOID03
 KK0324  DYNAMIC HT  -        1716.940 (meters)    5632.99  (feet)  COMP
 KK0324  MODELED GRAV-     979,608.3   (mgal)                       NAVD 88
 KK0324
 KK0324  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 KK0324
 KK0324.The horizontal coordinates were scaled from a topographic map and have
 KK0324.an estimated accuracy of +/- 6 seconds.
 KK0324
 KK0324.The orthometric height was determined by differential leveling
 KK0324.and adjusted by the National Geodetic Survey in 1992..
 KK0324.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 KK0324.rate of 3.1 thru 4.0 mm/km.
 KK0324
 KK0324.The geoid height was determined by GEOID03.
 KK0324
 KK0324.The dynamic height is computed by dividing the NAVD 88
 KK0324.geopotential number by the normal gravity value computed on the
 KK0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0324.degrees latitude (g = 980.6199 gals.).
 KK0324
 KK0324.The modeled gravity was interpolated from observed gravity values.
 KK0324
 KK0324;                    North         East    Units  Estimated Accuracy
 KK0324;SPC CO N     -   350,780.      985,520.      MT  (+/- 180 meters Scaled)
 KK0324
 KK0324                          SUPERSEDED SURVEY CONTROL
 KK0324
 KK0324  NGVD 29 (??/??/92) 1717.645  (m)         5635.31   (f) ADJ UNCH    1 2
 KK0324
 KK0324.Superseded values are not recommended for survey control.
 KK0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0324.See file dsdata.txt to determine how the superseded data were derived.
 KK0324
 KK0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED282994(NAD 83)
 KK0324_MARKER: DB = BENCH MARK DISK
 KK0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0324_STAMPING: M 259 1938
 KK0324_MARK LOGO: CGS   
 KK0324_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0324+STABILITY: SURFACE MOTION
 KK0324
 KK0324  HISTORY     - Date     Condition        Report By
 KK0324  HISTORY     - 1938     MONUMENTED       CGS
 KK0324  HISTORY     - 1939     GOOD             NGS
 KK0324  HISTORY     - 1982     GOOD             NGS
 KK0324  HISTORY     - 19950116 GOOD             CODOT
 KK0324
 KK0324                          STATION DESCRIPTION
 KK0324
 KK0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0324'3.6 MI W FROM WATKINS.
 KK0324'3.6 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KK0324'AT WATKINS, ADAMS COUNTY, AT MILEPOST 622, 90 FEET NORTH OF THE
 KK0324'TRACK, AND 4 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A
 KK0324'STANDARD DISK, STAMPED M 259 1938 AND SET IN THE TOP OF A
 KK0324'CONCRETE POST.
 KK0324
 KK0324                          STATION RECOVERY (1982)
 KK0324
 KK0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0324'RECOVERED IN GOOD CONDITION.
 KK0324
 KK0324                          STATION RECOVERY (1995)
 KK0324
 KK0324'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (JC)
 KK0324'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0193 ***********************************************************************
 LK0193  DESIGNATION -  M 26
 LK0193  PID         -  LK0193
 LK0193  STATE/COUNTY-  CO/LOGAN
 LK0193  USGS QUAD   -  PADRONI (1952)
 LK0193
 LK0193                         *CURRENT SURVEY CONTROL
 LK0193  ___________________________________________________________________
 LK0193* NAD 83(1986)-  40 45 37.     (N)    103 10 18.     (W)     SCALED    
 LK0193* NAVD 88     -      1216.764  (meters)    3992.00   (feet)  ADJUSTED  
 LK0193  ___________________________________________________________________
 LK0193  GEOID HEIGHT-         -19.67  (meters)                     GEOID03
 LK0193  DYNAMIC HT  -        1215.887 (meters)    3989.12  (feet)  COMP
 LK0193  MODELED GRAV-     979,861.4   (mgal)                       NAVD 88
 LK0193
 LK0193  VERT ORDER  -  FIRST     CLASS II
 LK0193
 LK0193.The horizontal coordinates were scaled from a topographic map and have
 LK0193.an estimated accuracy of +/- 6 seconds.
 LK0193
 LK0193.The orthometric height was determined by differential leveling
 LK0193.and adjusted by the National Geodetic Survey in June 1991..
 LK0193.WARNING-Repeat measurements at this control monument indicate possible
 LK0193.vertical movement.
 LK0193
 LK0193.The geoid height was determined by GEOID03.
 LK0193
 LK0193.The dynamic height is computed by dividing the NAVD 88
 LK0193.geopotential number by the normal gravity value computed on the
 LK0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0193.degrees latitude (g = 980.6199 gals.).
 LK0193
 LK0193.The modeled gravity was interpolated from observed gravity values.
 LK0193
 LK0193;                    North         East    Units  Estimated Accuracy
 LK0193;SPC CO N     -   465,820.    1,110,980.      MT  (+/- 180 meters Scaled)
 LK0193
 LK0193                          SUPERSEDED SURVEY CONTROL
 LK0193
 LK0193  NGVD 29 (??/??/92) 1216.230  (m)         3990.25   (f) ADJ UNCH    1 2
 LK0193
 LK0193.Superseded values are not recommended for survey control.
 LK0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0193.See file dsdata.txt to determine how the superseded data were derived.
 LK0193
 LK0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF543137(NAD 83)
 LK0193_MARKER: DB = BENCH MARK DISK
 LK0193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0193_SP_SET: CONCRETE POST
 LK0193_STAMPING: M 26 1933 3990.248
 LK0193_MARK LOGO: CGS   
 LK0193_PROJECTION: PROJECTING 7 CENTIMETERS
 LK0193_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LK0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0193+STABILITY: SURFACE MOTION
 LK0193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0193+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1998
 LK0193
 LK0193  HISTORY     - Date     Condition        Report By
 LK0193  HISTORY     - 1933     MONUMENTED       CGS
 LK0193  HISTORY     - 1934     GOOD             NGS
 LK0193  HISTORY     - 1985     GOOD             NGS
 LK0193  HISTORY     - 19980310 GOOD             MSAM
 LK0193
 LK0193                          STATION DESCRIPTION
 LK0193
 LK0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LK0193'9.6 MI N FROM STERLING.
 LK0193'9.6 MILES NORTH OF STERLING BY RAIL M-26 IS LOCATED ON THE R/W OF
 LK0193'THE C.B. AND Q. RAILROAD AT A ROAD CROSSING 12 POLES SOUTH OF MILEPOST
 LK0193'105, APPROX. 100 FEET NORTH OF THE POINT OF SWITCH TO JESSICA SIDING,
 LK0193'AND SUGAR BEET LOADING CHUTE, 32.5 FEET WEST OF THE WEST RAIL OF
 LK0193'THE MAINLINE, 50 FEET NORTH OF THE CENTERLINE OF THE ROAD, 67 FEET
 LK0193'EAST OF THE CENTERLINE OF THE ROAD ON THE WEST SIDE OF THE TRACKS,
 LK0193'AND ON THE SOUTH BOUNDARY OF SEC. 10, T.9.N., R52.W.  TABLET
 LK0193'IS STAMPED M-26, 1933.
 LK0193
 LK0193                          STATION RECOVERY (1934)
 LK0193
 LK0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 LK0193'RECOVERED IN GOOD CONDITION.
 LK0193
 LK0193                          STATION RECOVERY (1985)
 LK0193
 LK0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LK0193'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  5.6 KM (3.5
 LK0193'MI) NORTHEAST ALONG US HIGHWAY 138 FROM THE POST OFFICE AT STERLING,
 LK0193'THENCE 10.5 KM (6.5 MI) NORTH ALONG ROAD 43.5, AT A ROAD CROSSING AND
 LK0193'THE CROSSING OF THE BURLINGTON NORTHERN RAILROAD, AT THE JUNCTION OF
 LK0193'ROAD 46, 15.2 METERS (50 FT) NORTH OF THE CENTER OF ROAD 46, 9.8
 LK0193'METERS (32 FT) WEST OF THE WEST RAIL, 20.4 METERS (67 FT) EAST OF THE
 LK0193'CENTER OF A ROAD LEADING NORTH ON THE WEST SIDE OF THE TRACKS AND 1.8
 LK0193'METERS (6 FT) NORTH OF A POWER POLE.
 LK0193'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LK0193'THE MARK IS 0.3 M BELOW THE TRACKS.
 LK0193
 LK0193                          STATION RECOVERY (1998)
 LK0193
 LK0193'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1998 (KCH)
 LK0193'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0413 ***********************************************************************
 KK0413  DESIGNATION -  M 260
 KK0413  PID         -  KK0413
 KK0413  STATE/COUNTY-  CO/ADAMS
 KK0413  USGS QUAD   -  BRIGHTON (1994)
 KK0413
 KK0413                         *CURRENT SURVEY CONTROL
 KK0413  ___________________________________________________________________
 KK0413* NAD 83(1986)-  39 56 45.     (N)    104 50 17.     (W)     SCALED    
 KK0413* NAVD 88     -      1529.840  (meters)    5019.15   (feet)  ADJUSTED  
 KK0413  ___________________________________________________________________
 KK0413  GEOID HEIGHT-         -17.83  (meters)                     GEOID03
 KK0413  DYNAMIC HT  -        1528.440 (meters)    5014.56  (feet)  COMP
 KK0413  MODELED GRAV-     979,657.7   (mgal)                       NAVD 88
 KK0413
 KK0413  VERT ORDER  -  SECOND    CLASS I
 KK0413
 KK0413.The horizontal coordinates were scaled from a topographic map and have
 KK0413.an estimated accuracy of +/- 6 seconds.
 KK0413
 KK0413.The orthometric height was determined by differential leveling
 KK0413.and adjusted by the National Geodetic Survey in July 2006..
 KK0413
 KK0413.The geoid height was determined by GEOID03.
 KK0413
 KK0413.The dynamic height is computed by dividing the NAVD 88
 KK0413.geopotential number by the normal gravity value computed on the
 KK0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0413.degrees latitude (g = 980.6199 gals.).
 KK0413
 KK0413.The modeled gravity was interpolated from observed gravity values.
 KK0413
 KK0413;                    North         East    Units  Estimated Accuracy
 KK0413;SPC CO N     -   373,020.      970,970.      MT  (+/- 180 meters Scaled)
 KK0413
 KK0413                          SUPERSEDED SURVEY CONTROL
 KK0413
 KK0413  NAVD 88 (06/15/91) 1529.897  (m)         5019.34   (f) UNKNOWN     1 2
 KK0413  NGVD 29 (??/??/??) 1529.013  (m)         5016.44   (f) ADJUSTED    1 2
 KK0413
 KK0413.Superseded values are not recommended for survey control.
 KK0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0413.See file dsdata.txt to determine how the superseded data were derived.
 KK0413
 KK0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE138217(NAD 83)
 KK0413_MARKER: DB = BENCH MARK DISK
 KK0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0413_STAMPING: M 260 1938
 KK0413_MARK LOGO: CGS   
 KK0413_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0413+STABILITY: SURFACE MOTION
 KK0413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0413+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2005
 KK0413
 KK0413  HISTORY     - Date     Condition        Report By
 KK0413  HISTORY     - 1938     MONUMENTED       CGS
 KK0413  HISTORY     - 1956     GOOD             NGS
 KK0413  HISTORY     - 1976     GOOD             NGS
 KK0413  HISTORY     - 1983     GOOD             NGS
 KK0413  HISTORY     - 20051026 GOOD             WOOLPT
 KK0413
 KK0413                          STATION DESCRIPTION
 KK0413
 KK0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KK0413'3.1 MI S FROM BRIGHTON.
 KK0413'3.1 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KK0413'AT BRIGHTON, AT NORTHWAY, 40 FEET WEST OF THE WEST RAIL OF THE
 KK0413'MAIN TRACK, IN LINE WITH A ROW OF TELEPHONE POLES, 21 FEET NORTH OF
 KK0413'MILEPOST 16, 1 FOOT EAST OF A WITNESS POST, 0.2 MILE NORTH OF A ROAD
 KK0413'CROSSING, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 KK0413'GROUND, IN SECTION 24, TOWNSHIP 1 SOUTH, RANGE 67 WEST.
 KK0413
 KK0413                          STATION RECOVERY (1976)
 KK0413
 KK0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KK0413'RECOVERED IN GOOD CONDITION.
 KK0413
 KK0413                          STATION RECOVERY (1983)
 KK0413
 KK0413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0413'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.3 KM
 KK0413'(5.15 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM ITS JUNCTION
 KK0413'WITH INTERSTATE HIGHWAY 76 IN NORTH COMMERCE CITY.  CHANGE 21.0 FEET
 KK0413'NORTH OF MILEPOST 16 TO 25.7 METERS (84.3 FT) WEST OF MILEPOST 16.
 KK0413
 KK0413                          STATION RECOVERY (2005)
 KK0413
 KK0413'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2005 (CRR)
 KK0413'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0201 ***********************************************************************
 LL0201  DESIGNATION -  M 261
 LL0201  PID         -  LL0201
 LL0201  STATE/COUNTY-  CO/WELD
 LL0201  USGS QUAD   -  LA SALLE (1975)
 LL0201
 LL0201                         *CURRENT SURVEY CONTROL
 LL0201  ___________________________________________________________________
 LL0201* NAD 83(1992)-  40 19 20.45920(N)    104 43 49.12827(W)     ADJUSTED  
 LL0201* NAVD 88     -      1436.283  (meters)    4712.21   (feet)  ADJUSTED  
 LL0201  ___________________________________________________________________
 LL0201  X           -  -1,238,472.351 (meters)                     COMP
 LL0201  Y           -  -4,710,620.714 (meters)                     COMP
 LL0201  Z           -   4,106,257.283 (meters)                     COMP
 LL0201  LAPLACE CORR-          -6.05  (seconds)                    DEFLEC99
 LL0201  ELLIP HEIGHT-        1417.98  (meters)          (12/03/02) GPS OBS
 LL0201  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 LL0201  DYNAMIC HT  -        1435.035 (meters)    4708.11  (feet)  COMP
 LL0201  MODELED GRAV-     979,706.9   (mgal)                       NAVD 88
 LL0201
 LL0201  HORZ ORDER  -  FIRST
 LL0201  VERT ORDER  -  FIRST     CLASS II
 LL0201  ELLP ORDER  -  FOURTH    CLASS II
 LL0201
 LL0201.The horizontal coordinates were established by GPS observations
 LL0201.and adjusted by the National Geodetic Survey in February 1998..
 LL0201
 LL0201.The orthometric height was determined by differential leveling
 LL0201.and adjusted by the National Geodetic Survey in June 1991..
 LL0201
 LL0201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL0201
 LL0201.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL0201
 LL0201.The ellipsoidal height was determined by GPS observations
 LL0201.and is referenced to NAD 83.
 LL0201
 LL0201.The geoid height was determined by GEOID03.
 LL0201
 LL0201.The dynamic height is computed by dividing the NAVD 88
 LL0201.geopotential number by the normal gravity value computed on the
 LL0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0201.degrees latitude (g = 980.6199 gals.).
 LL0201
 LL0201.The modeled gravity was interpolated from observed gravity values.
 LL0201
 LL0201;                    North         East     Units Scale Factor Converg.
 LL0201;SPC CO N     -   414,895.895   979,814.638   MT  0.99995762   +0 29 50.4
 LL0201;SPC CO N     - 1,361,204.28  3,214,608.52   sFT  0.99995762   +0 29 50.4
 LL0201;UTM  13      - 4,463,570.782   522,911.768   MT  0.99960646   +0 10 28.2
 LL0201
 LL0201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL0201!SPC CO N     -   0.99977761  x   0.99995762  =   0.99973524
 LL0201!UTM  13      -   0.99977761  x   0.99960646  =   0.99938416
 LL0201
 LL0201                          SUPERSEDED SURVEY CONTROL
 LL0201
 LL0201  ELLIP H (02/12/98) 1418.02   (m)                       GP(       ) 3 2
 LL0201  NAVD 88 (02/12/98) 1436.28   (m)         4712.2    (f) LEVELING    3  
 LL0201  NGVD 29 (??/??/??) 1435.393  (m)         4709.29   (f) ADJUSTED    1 2
 LL0201
 LL0201.Superseded values are not recommended for survey control.
 LL0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0201.See file dsdata.txt to determine how the superseded data were derived.
 LL0201
 LL0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE2291263571(NAD 83)
 LL0201_MARKER: DB = BENCH MARK DISK
 LL0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0201_STAMPING: M 261 1939
 LL0201_MARK LOGO: NGS   
 LL0201_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0201+STABILITY: SURFACE MOTION
 LL0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0201+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2005
 LL0201
 LL0201  HISTORY     - Date     Condition        Report By
 LL0201  HISTORY     - 1939     MONUMENTED       CGS
 LL0201  HISTORY     - 1956     GOOD             NGS
 LL0201  HISTORY     - 1983     GOOD             NGS
 LL0201  HISTORY     - 19960717 GOOD             NGS
 LL0201  HISTORY     - 20050812 GOOD             USPSQD
 LL0201
 LL0201                          STATION DESCRIPTION
 LL0201
 LL0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0201'2.2 MI SW FROM LA SALLE.
 LL0201'2.2 MILES SOUTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL0201'STATION AT LA SALLE, 26.2 FEET NORTHWEST OF THE NORTHWEST RAIL,
 LL0201'19.6 FEET SOUTHEAST OF A FENCE, 17.8 FEET SOUTHEAST OF MILEPOST
 LL0201'44 0.8 FOOT NORTHEAST OF A WITNESS POST, 5 FEET BELOW THE TOP
 LL0201'OF THE RAILS, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LL0201'0.5 FOOT ABOVE THE GROUND, IN SECTION 12, TOWNSHIP 4 NORTH, RANGE
 LL0201'66 WEST.
 LL0201
 LL0201                          STATION RECOVERY (1983)
 LL0201
 LL0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0201'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 LL0201'CHANGE 17.8 FEET SOUTHEAST OF MILEPOST 44 TO 23.4 METERS (76.8 FT)
 LL0201'WEST OF MILEPOST 44.  ADD 15.0 METERS (49.2 FT) SOUTHEAST OF THE
 LL0201'CENTERLINE OF THE NORTH BOUND LANES OF U.S. HIGHWAY 85.
 LL0201
 LL0201                          STATION RECOVERY (1996)
 LL0201
 LL0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 LL0201'THE STATION IS LOCATED ABOUT 4.1 MI (6.6 KM) SOUTHWEST OF EVANS, 3.9
 LL0201'MI (6.3 KM) NORTHEAST OF GILCREST AND 2.4 MI (3.9 KM) SOUTHWEST OF LA
 LL0201'SALLE, IN THE SOUTHWEST 1/4 OF SECTION 12, T 4 N, R 66 W, AT U.  S. 85
 LL0201'MILEPOST 260.2.  OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION
 LL0201'RIGHT-OF-WAY TO REACH THE STATION FROM THE MAIN INTERSECTION IN LA
 LL0201'SALLE, GO SOUTHEAST 2.35 MI (3.78 KM) TO THE STATION ON THE LEFT
 LL0201'BETWEEN THE NORTHBOUND LANES AND THE RAILROAD TRACKS THE STATION IS A
 LL0201'STANDARD BENCH MARK DISK SET IN A CONCRETE POST PROJECTING 5 CM ABOVE
 LL0201'THE GROUND.  IT IS 28.1 M (92.2 FT) SOUTHWEST OF RAILROAD MILEPOST 44,
 LL0201'15.4 M (50.5 FT) EAST-SOUTHEAST OF THE NORTH BOUND LANES OF U.  S.
 LL0201'HIGHWAY 85, 8.1 M (26.6 FT) WEST-NORTHWEST OF THE WESTERN RAIL OF THE
 LL0201'TRACKS, 0.7 M (2.3 FT) NORTH-NORTHEAST OF A WITNESS POST, 0.6 M (2.0
 LL0201'FT) SOUTH-SOUTHWEST OF A WITNESS POST, ABOUT 1.6 M (5.2 FT) BELOW THE
 LL0201'TRACKS AND 0.3 M (1.0 FT) BELOW THE HIGHWAY.
 LL0201
 LL0201                          STATION RECOVERY (2005)
 LL0201
 LL0201'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 LL0201'FOUND AS DESCRIBED. ORANGE WITNESS POST IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0304 ***********************************************************************
 LL0304  DESIGNATION -  M 262
 LL0304  PID         -  LL0304
 LL0304  STATE/COUNTY-  CO/WELD
 LL0304  USGS QUAD   -  NUNN (1975)
 LL0304
 LL0304                         *CURRENT SURVEY CONTROL
 LL0304  ___________________________________________________________________
 LL0304* NAD 83(1986)-  40 43 34.     (N)    104 47 17.     (W)     SCALED    
 LL0304* NAVD 88     -      1602.322  (meters)    5256.95   (feet)  ADJUSTED  
 LL0304  ___________________________________________________________________
 LL0304  GEOID HEIGHT-         -17.02  (meters)                     GEOID03
 LL0304  DYNAMIC HT  -        1600.973 (meters)    5252.53  (feet)  COMP
 LL0304  MODELED GRAV-     979,726.6   (mgal)                       NAVD 88
 LL0304
 LL0304  VERT ORDER  -  FIRST     CLASS II
 LL0304
 LL0304.The horizontal coordinates were scaled from a topographic map and have
 LL0304.an estimated accuracy of +/- 6 seconds.
 LL0304
 LL0304.The orthometric height was determined by differential leveling
 LL0304.and adjusted by the National Geodetic Survey in June 1991..
 LL0304
 LL0304.The geoid height was determined by GEOID03.
 LL0304
 LL0304.The dynamic height is computed by dividing the NAVD 88
 LL0304.geopotential number by the normal gravity value computed on the
 LL0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0304.degrees latitude (g = 980.6199 gals.).
 LL0304
 LL0304.The modeled gravity was interpolated from observed gravity values.
 LL0304
 LL0304;                    North         East    Units  Estimated Accuracy
 LL0304;SPC CO N     -   459,690.      974,550.      MT  (+/- 180 meters Scaled)
 LL0304
 LL0304                          SUPERSEDED SURVEY CONTROL
 LL0304
 LL0304  NGVD 29 (??/??/92) 1601.387  (m)         5253.88   (f) ADJ UNCH    1 2
 LL0304
 LL0304.Superseded values are not recommended for survey control.
 LL0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0304.See file dsdata.txt to determine how the superseded data were derived.
 LL0304
 LL0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF178083(NAD 83)
 LL0304_MARKER: DB = BENCH MARK DISK
 LL0304_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0304_SP_SET: FOOTING
 LL0304_STAMPING: M 262 1939
 LL0304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0304
 LL0304  HISTORY     - Date     Condition        Report By
 LL0304  HISTORY     - 1939     MONUMENTED       CGS
 LL0304  HISTORY     - 1956     GOOD             NGS
 LL0304  HISTORY     - 1961     MARK NOT FOUND   NGS
 LL0304  HISTORY     - 1983     MARK NOT FOUND   NGS
 LL0304
 LL0304                          STATION DESCRIPTION
 LL0304
 LL0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0304'1.4 MI NW FROM NUNN.
 LL0304'1.45 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL0304'STATION AT NUNN, 22.5 FEET NORTHEAST OF THE NORTHEAST RAIL, AT
 LL0304'THE OVERPASS OF U.S. HIGHWAY 85, 4 FEET ABOVE THE TOP OF THE
 LL0304'RAILS, SET IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE
 LL0304'FOOTING OF THE SOUTHEAST STEEL COLUMN OF THE OVERPASS, IN THE
 LL0304'SOUTHWEST 1/4 OF SECTION 21, TOWNSHIP 9 NORTH, RANGE 66 WEST.
 LL0304
 LL0304                          STATION RECOVERY (1961)
 LL0304
 LL0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 LL0304'MARK NOT FOUND.
 LL0304
 LL0304                          STATION RECOVERY (1983)
 LL0304
 LL0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0304'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1039 ***********************************************************************
 KK1039  DESIGNATION -  M 264
 KK1039  PID         -  KK1039
 KK1039  STATE/COUNTY-  CO/CLEAR CREEK
 KK1039  USGS QUAD   -  EMPIRE (1974)
 KK1039
 KK1039                         *CURRENT SURVEY CONTROL
 KK1039  ___________________________________________________________________
 KK1039* NAD 83(1992)-  39 45 49.29364(N)    105 44 26.39156(W)     ADJUSTED  
 KK1039* NAVD 88     -      2779.936  (meters)    9120.51   (feet)  ADJUSTED  
 KK1039  ___________________________________________________________________
 KK1039  X           -  -1,332,452.605 (meters)                     COMP
 KK1039  Y           -  -4,727,468.899 (meters)                     COMP
 KK1039  Z           -   4,059,621.748 (meters)                     COMP
 KK1039  LAPLACE CORR-          -9.71  (seconds)                    DEFLEC99
 KK1039  ELLIP HEIGHT-        2767.55  (meters)          (10/27/04) GPS OBS
 KK1039  GEOID HEIGHT-         -12.37  (meters)                     GEOID03
 KK1039  DYNAMIC HT  -        2776.516 (meters)    9109.29  (feet)  COMP
 KK1039  MODELED GRAV-     979,295.5   (mgal)                       NAVD 88
 KK1039
 KK1039  HORZ ORDER  -  FIRST
 KK1039  VERT ORDER  -  FIRST     CLASS II
 KK1039  ELLP ORDER  -  FOURTH    CLASS II
 KK1039
 KK1039.The horizontal coordinates were established by GPS observations
 KK1039.and adjusted by the MOUNTAIN SURVEYING in October 2004..
 KK1039
 KK1039.The orthometric height was determined by differential leveling
 KK1039.and adjusted by the National Geodetic Survey in June 1991..
 KK1039
 KK1039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK1039
 KK1039.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1039
 KK1039.The ellipsoidal height was determined by GPS observations
 KK1039.and is referenced to NAD 83.
 KK1039
 KK1039.The geoid height was determined by GEOID03.
 KK1039
 KK1039.The dynamic height is computed by dividing the NAVD 88
 KK1039.geopotential number by the normal gravity value computed on the
 KK1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1039.degrees latitude (g = 980.6199 gals.).
 KK1039
 KK1039.The modeled gravity was interpolated from observed gravity values.
 KK1039
 KK1039;                    North         East     Units Scale Factor Converg.
 KK1039;SPC CO C     -   519,119.612   893,779.875   MT  1.00000274   -0 09 06.4
 KK1039;SPC CO C     - 1,703,144.93  2,932,342.81   sFT  1.00000274   -0 09 06.4
 KK1039;UTM  13      - 4,401,792.238   436,559.396   MT  0.99964955   -0 28 25.5
 KK1039
 KK1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1039!SPC CO C     -   0.99956601  x   1.00000274  =   0.99956875
 KK1039!UTM  13      -   0.99956601  x   0.99964955  =   0.99921571
 KK1039
 KK1039                          SUPERSEDED SURVEY CONTROL
 KK1039
 KK1039  NAVD 88 (10/27/04) 2779.94   (m)         9120.5    (f) LEVELING    3  
 KK1039  NGVD 29 (??/??/92) 2778.312  (m)         9115.18   (f) ADJ UNCH    1 2
 KK1039
 KK1039.Superseded values are not recommended for survey control.
 KK1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1039.See file dsdata.txt to determine how the superseded data were derived.
 KK1039
 KK1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE3655901792(NAD 83)
 KK1039_MARKER: DB = BENCH MARK DISK
 KK1039_SETTING: 66 = SET IN ROCK OUTCROP
 KK1039_SP_SET: OUTCROP
 KK1039_STAMPING: M 264 1940
 KK1039_MARK LOGO: CGS   
 KK1039_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1039_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1039+STABILITY: POSITION/ELEVATION WELL
 KK1039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1039+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2004
 KK1039
 KK1039  HISTORY     - Date     Condition        Report By
 KK1039  HISTORY     - 1940     MONUMENTED       CGS
 KK1039  HISTORY     - 1954     GOOD             NGS
 KK1039  HISTORY     - 20000626 GOOD             NGS
 KK1039  HISTORY     - 20030910 GOOD             NGS
 KK1039  HISTORY     - 20040914 GOOD             MSAM
 KK1039
 KK1039                          STATION DESCRIPTION
 KK1039
 KK1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1039'3.4 MI W FROM EMPIRE.
 KK1039'3.4 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE PUBLIC SCHOOL AT
 KK1039'EMPIRE, AT THE EAST END OF A PARKING AREA, 90 FEET EAST OF A POWER
 KK1039'LINE CROSSING, 41 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3
 KK1039'FEET ABOVE THE GROUND, SET IN THE TOP OF THE NORTH END OF A
 KK1039'GRANITE OUTCROP.
 KK1039
 KK1039                          STATION RECOVERY (2000)
 KK1039
 KK1039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 KK1039'THE STATION IS LOCATED ABOUT 3.0 MI WEST OF EMPIRE AND 0.75 MI
 KK1039'WEST OF THE EMPIRE GUARD STATION, IN  T 3 S, R 74 W, AT U. S.
 KK1039'HIGHWAY 40 MILEPOST 253.1. OWNERSHIP-COLORADO DEPT. OF
 KK1039'TRANSPORTATION RIGHT-OF-WAY.
 KK1039' 
 KK1039'TO REACH THE STATION FROM THE POST OFFICE IN EMPIRE, GO WEST ON U.
 KK1039'S. HIGHWAY 40 FOR 2.95 MI TO THE STATION ON THE LEFT.
 KK1039' 
 KK1039'THE MARK IS A STANDARD DISK SET IN A DRILL HOLE IN THE NORTHEAST
 KK1039'CORNER OF A LARGE 4.5 M BY 12 M METAMORPHIC ROCK OUTCROP ON THE
 KK1039'SOUTHEAST SIDE OF THE HIGHWAY AND AT THE EAST END OF THE
 KK1039'TURNOUT. IT IS 27.4 M EAST FROM A POWER LINE CROSSING THE
 KK1039'HIGHWAY, 14.1 M SOUTH FROM THE CENTER LINE OF U. S. HIGHWAY 40, 0.7 M
 KK1039'SOUTHEAST FROM THE END OF GUARD RAIL, 0.4 M NORTH FROM A WITNESS
 KK1039'POST AND ABOUT 0.6 M ABOVE THE HIGHWAY.
 KK1039' 
 KK1039' 
 KK1039' 
 KK1039'
 KK1039
 KK1039                          STATION RECOVERY (2003)
 KK1039
 KK1039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 KK1039'RECOVERED IN GOOD CONDITION.
 KK1039
 KK1039                          STATION RECOVERY (2004)
 KK1039
 KK1039'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (KCH)
 KK1039'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. (MSAM) 2003
 KK1039'(KCH) RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0596 ***********************************************************************
 KK0596  DESIGNATION -  M 265
 KK0596  PID         -  KK0596
 KK0596  STATE/COUNTY-  CO/BOULDER
 KK0596  USGS QUAD   -  TUNGSTEN (1972)
 KK0596
 KK0596                         *CURRENT SURVEY CONTROL
 KK0596  ___________________________________________________________________
 KK0596* NAD 83(1986)-  39 56 13.     (N)    105 26 16.     (W)     SCALED    
 KK0596* NAVD 88     -      2441.656  (meters)    8010.67   (feet)  ADJUSTED  
 KK0596  ___________________________________________________________________
 KK0596  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 KK0596  DYNAMIC HT  -        2438.993 (meters)    8001.93  (feet)  COMP
 KK0596  MODELED GRAV-     979,446.9   (mgal)                       NAVD 88
 KK0596
 KK0596  VERT ORDER  -  SECOND    CLASS 0
 KK0596
 KK0596.The horizontal coordinates were scaled from a topographic map and have
 KK0596.an estimated accuracy of +/- 6 seconds.
 KK0596
 KK0596.The orthometric height was determined by differential leveling
 KK0596.and adjusted by the National Geodetic Survey in June 1991..
 KK0596
 KK0596.The geoid height was determined by GEOID03.
 KK0596
 KK0596.The dynamic height is computed by dividing the NAVD 88
 KK0596.geopotential number by the normal gravity value computed on the
 KK0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0596.degrees latitude (g = 980.6199 gals.).
 KK0596
 KK0596.The modeled gravity was interpolated from observed gravity values.
 KK0596
 KK0596;                    North         East    Units  Estimated Accuracy
 KK0596;SPC CO N     -   371,820.      919,720.      MT  (+/- 180 meters Scaled)
 KK0596
 KK0596                          SUPERSEDED SURVEY CONTROL
 KK0596
 KK0596  NGVD 29 (??/??/92) 2440.329  (m)         8006.31   (f) ADJ UNCH    2 0
 KK0596
 KK0596.Superseded values are not recommended for survey control.
 KK0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0596.See file dsdata.txt to determine how the superseded data were derived.
 KK0596
 KK0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE625208(NAD 83)
 KK0596_MARKER: DB = BENCH MARK DISK
 KK0596_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0596_SP_SET: SEMAPHORE
 KK0596_STAMPING: M 265 1940
 KK0596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0596
 KK0596  HISTORY     - Date     Condition        Report By
 KK0596  HISTORY     - 1940     MONUMENTED       CGS
 KK0596  HISTORY     - 1972     MARK NOT FOUND   NGS
 KK0596  HISTORY     - 19961001 MARK NOT FOUND   USPSQD
 KK0596  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KK0596  HISTORY     - 20031012 MARK NOT FOUND   USPSQD
 KK0596
 KK0596                          STATION DESCRIPTION
 KK0596
 KK0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 KK0596'0.4 MI W FROM PINE CLIFF.
 KK0596'0.4 MILE WEST ALONG THE DENVER AND SALT LAKE RAILWAY FROM THE
 KK0596'STATION AT PINE CLIFF, BOULDER COUNTY, 84 FEET SOUTHEAST OF THE
 KK0596'BOULDER-GILPIN COUNTY-LINE SIGN, 91 FEET EAST OF THE EAST END OF
 KK0596'BRIDGE 37.50, AT A SEMAPHORE, IN THE TOP OF THE NORTHWEST CORNER
 KK0596'OF THE CONCRETE BASE, AND 10.5 FEET SOUTH OF THE CENTERLINE OF THE
 KK0596'TRACK.  A STANDARD DISK, STAMPED M 265 1940.
 KK0596
 KK0596                          STATION RECOVERY (1972)
 KK0596
 KK0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 KK0596'MARK NOT FOUND.
 KK0596
 KK0596                          STATION RECOVERY (1996)
 KK0596
 KK0596'RECOVERY NOTE BY US POWER SQUADRON 1996
 KK0596'MARK NOT FOUND.
 KK0596
 KK0596                          STATION RECOVERY (2001)
 KK0596
 KK0596'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KK0596'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KK0596
 KK0596                          STATION RECOVERY (2003)
 KK0596
 KK0596'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 KK0596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0583 ***********************************************************************
 KK0583  DESIGNATION -  M 266
 KK0583  PID         -  KK0583
 KK0583  STATE/COUNTY-  CO/GILPIN
 KK0583  USGS QUAD   -  BLACK HAWK (1963)
 KK0583
 KK0583                         *CURRENT SURVEY CONTROL
 KK0583  ___________________________________________________________________
 KK0583* NAD 83(1986)-  39 51 40.     (N)    105 28 07.     (W)     SCALED    
 KK0583* NAVD 88     -      2714.189  (meters)    8904.80   (feet)  ADJUSTED  
 KK0583  ___________________________________________________________________
 KK0583  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 KK0583  DYNAMIC HT  -        2711.086 (meters)    8894.62  (feet)  COMP
 KK0583  MODELED GRAV-     979,383.7   (mgal)                       NAVD 88
 KK0583
 KK0583  VERT ORDER  -  SECOND    CLASS 0
 KK0583
 KK0583.The horizontal coordinates were scaled from a topographic map and have
 KK0583.an estimated accuracy of +/- 6 seconds.
 KK0583
 KK0583.The orthometric height was determined by differential leveling
 KK0583.and adjusted by the National Geodetic Survey in June 1991..
 KK0583
 KK0583.The geoid height was determined by GEOID03.
 KK0583
 KK0583.The dynamic height is computed by dividing the NAVD 88
 KK0583.geopotential number by the normal gravity value computed on the
 KK0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0583.degrees latitude (g = 980.6199 gals.).
 KK0583
 KK0583.The modeled gravity was interpolated from observed gravity values.
 KK0583
 KK0583;                    North         East    Units  Estimated Accuracy
 KK0583;SPC CO N     -   363,400.      917,090.      MT  (+/- 180 meters Scaled)
 KK0583
 KK0583                          SUPERSEDED SURVEY CONTROL
 KK0583
 KK0583  NGVD 29 (??/??/92) 2712.769  (m)         8900.14   (f) ADJ UNCH    2 0
 KK0583
 KK0583.Superseded values are not recommended for survey control.
 KK0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0583.See file dsdata.txt to determine how the superseded data were derived.
 KK0583
 KK0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE599124(NAD 83)
 KK0583_MARKER: DB = BENCH MARK DISK
 KK0583_SETTING: 80 = SET IN A BOULDER
 KK0583_STAMPING: M 266 1940
 KK0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0583+STABILITY: SURFACE MOTION
 KK0583_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK0583+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2005
 KK0583
 KK0583  HISTORY     - Date     Condition        Report By
 KK0583  HISTORY     - 1940     MONUMENTED       CGS
 KK0583  HISTORY     - 20050909 GOOD             USPSQD
 KK0583
 KK0583                          STATION DESCRIPTION
 KK0583
 KK0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 KK0583'5.6 MI S FROM ROLLINSVILLE.
 KK0583'5.6 MILES SOUTH ALONG STATE HIGHWAY 119 FROM THE DENVER AND SALT
 KK0583'LAKE RAILWAY STATION AT ROLLINSVILLE, GILPIN COUNTY, 160 FEET EAST
 KK0583'OF HIGHWAY STAKE 420, 45 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 KK0583'AT THE NORTH EDGE OF A GRANITE OUTCROP, IN THE TOP OF A 3-FOOT
 KK0583'GRANITE BOULDER, AND 1 FOOT ABOVE GROUND.  A STANDARD DISK, STAMPED
 KK0583'M 266 1940.
 KK0583
 KK0583                          STATION RECOVERY (2005)
 KK0583
 KK0583'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 KK0583'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0628 ***********************************************************************
 JK0628  DESIGNATION -  M 267
 JK0628  PID         -  JK0628
 JK0628  STATE/COUNTY-  CO/CUSTER
 JK0628  USGS QUAD   -  HILLSIDE (1980)
 JK0628
 JK0628                         *CURRENT SURVEY CONTROL
 JK0628  ___________________________________________________________________
 JK0628* NAD 83(1986)-  38 15 48.     (N)    105 36 08.     (W)     SCALED    
 JK0628* NAVD 88     -      2267.801  (meters)    7440.28   (feet)  ADJUSTED  
 JK0628  ___________________________________________________________________
 JK0628  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 JK0628  DYNAMIC HT  -        2265.042 (meters)    7431.23  (feet)  COMP
 JK0628  MODELED GRAV-     979,330.5   (mgal)                       NAVD 88
 JK0628
 JK0628  VERT ORDER  -  SECOND    CLASS 0
 JK0628
 JK0628.The horizontal coordinates were scaled from a topographic map and have
 JK0628.an estimated accuracy of +/- 6 seconds.
 JK0628
 JK0628.The orthometric height was determined by differential leveling
 JK0628.and adjusted by the National Geodetic Survey in June 1991..
 JK0628
 JK0628.The geoid height was determined by GEOID03.
 JK0628
 JK0628.The dynamic height is computed by dividing the NAVD 88
 JK0628.geopotential number by the normal gravity value computed on the
 JK0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0628.degrees latitude (g = 980.6199 gals.).
 JK0628
 JK0628.The modeled gravity was interpolated from observed gravity values.
 JK0628
 JK0628;                    North         East    Units  Estimated Accuracy
 JK0628;SPC CO S     -   482,010.      905,460.      MT  (+/- 180 meters Scaled)
 JK0628
 JK0628                          SUPERSEDED SURVEY CONTROL
 JK0628
 JK0628  NGVD 29 (??/??/92) 2266.520  (m)         7436.07   (f) ADJ UNCH    2 0
 JK0628
 JK0628.Superseded values are not recommended for survey control.
 JK0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0628.See file dsdata.txt to determine how the superseded data were derived.
 JK0628
 JK0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC473352(NAD 83)
 JK0628_MARKER: DB = BENCH MARK DISK
 JK0628_SETTING: 80 = SET IN A BOULDER
 JK0628_SP_SET: BOULDER
 JK0628_STAMPING: M 267 1941
 JK0628_MARK LOGO: CGS   
 JK0628_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0628+STABILITY: SURFACE MOTION
 JK0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0628+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2002
 JK0628
 JK0628  HISTORY     - Date     Condition        Report By
 JK0628  HISTORY     - 1941     MONUMENTED       CGS
 JK0628  HISTORY     - 20020606 GOOD             MSAM
 JK0628
 JK0628                          STATION DESCRIPTION
 JK0628
 JK0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JK0628'13.1 MI NW FROM WESTCLIFFE.
 JK0628'13.1 MILES NORTHWEST ALONG STATE HIGHWAY 69 FROM THE COUNTY
 JK0628'COURTHOUSE AT WESTCLIFFE, CUSTER COUNTY, 0.8 MILE SOUTHEAST OF
 JK0628'THE CUSTER-FREMONT COUNTY-LINE SIGN, 0.8 MILE SOUTHEAST OF POST
 JK0628'OFFICE AND STORE AT HILLSIDE, 264 FEET SOUTHWEST OF A WOODEN
 JK0628'BRIDGE OVER A CREEK, 62.0 FEET SOUTH OF THE CENTERLINE OF THE
 JK0628'HIGHWAY, 27.0 FEET SOUTH OF A ROW OF POLES, AT THE EAST EDGE OF
 JK0628'A ROCK OUTCROP, IN THE TOP OF A LARGE BOULDER, AND 10.0 FEET
 JK0628'HIGHER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED M 267 1941.
 JK0628
 JK0628                          STATION RECOVERY (2002)
 JK0628
 JK0628'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2002 (KCH)
 JK0628'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2002 (KCH)
 JK0628'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0227 ***********************************************************************
 JL0227  DESIGNATION -  M 268
 JL0227  PID         -  JL0227
 JL0227  STATE/COUNTY-  CO/GUNNISON
 JL0227  USGS QUAD   -  CRESTED BUTTE (1961)
 JL0227
 JL0227                         *CURRENT SURVEY CONTROL
 JL0227  ___________________________________________________________________
 JL0227* NAD 83(1986)-  38 51 42.     (N)    106 58 19.     (W)     SCALED    
 JL0227* NAVD 88     -      2701.094  (meters)    8861.84   (feet)  ADJUSTED  
 JL0227  ___________________________________________________________________
 JL0227  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 JL0227  DYNAMIC HT  -        2697.485 (meters)    8850.00  (feet)  COMP
 JL0227  MODELED GRAV-     979,195.1   (mgal)                       NAVD 88
 JL0227
 JL0227  VERT ORDER  -  SECOND    CLASS 0
 JL0227
 JL0227.The horizontal coordinates were scaled from a topographic map and have
 JL0227.an estimated accuracy of +/- 6 seconds.
 JL0227
 JL0227.The orthometric height was determined by differential leveling
 JL0227.and adjusted by the National Geodetic Survey in June 1991..
 JL0227
 JL0227.The geoid height was determined by GEOID03.
 JL0227
 JL0227.The dynamic height is computed by dividing the NAVD 88
 JL0227.geopotential number by the normal gravity value computed on the
 JL0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0227.degrees latitude (g = 980.6199 gals.).
 JL0227
 JL0227.The modeled gravity was interpolated from observed gravity values.
 JL0227
 JL0227;                    North         East    Units  Estimated Accuracy
 JL0227;SPC CO C     -   419,990.      786,660.      MT  (+/- 180 meters Scaled)
 JL0227
 JL0227                          SUPERSEDED SURVEY CONTROL
 JL0227
 JL0227  NGVD 29 (??/??/92) 2699.208  (m)         8855.65   (f) ADJ UNCH    2 0
 JL0227
 JL0227.Superseded values are not recommended for survey control.
 JL0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0227.See file dsdata.txt to determine how the superseded data were derived.
 JL0227
 JL0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD289032(NAD 83)
 JL0227_MARKER: DB = BENCH MARK DISK
 JL0227_SETTING: 80 = SET IN A BOULDER
 JL0227_SP_SET: BOULDER
 JL0227_STAMPING: M 268 1940
 JL0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0227+STABILITY: SURFACE MOTION
 JL0227
 JL0227  HISTORY     - Date     Condition        Report By
 JL0227  HISTORY     - 1940     MONUMENTED       CGS
 JL0227
 JL0227                          STATION DESCRIPTION
 JL0227
 JL0227'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JL0227'0.9 MI SE FROM CRESTED BUTTE.
 JL0227'0.9 MILE SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0227'FROM THE HIGH SCHOOL AT CRESTED BUTTE, 60 YARDS SOUTHEAST OF THE RUINS
 JL0227'OF AN OLD COAL TIPPLE, ON THE SIDE OF A HILL, 72 FEET SOUTHWEST OF THE
 JL0227'CENTERLINE OF THE TRACK, IN THE TOP OF A LARGE SANDSTONE BOULDER, AND
 JL0227'ABOUT 12 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED M 268
 JL0227'1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0178 ***********************************************************************
 JM0178  FBN         -  This is a Federal Base Network Control Station.
 JM0178  DESIGNATION -  M 269
 JM0178  PID         -  JM0178
 JM0178  STATE/COUNTY-  CO/MONTROSE
 JM0178  USGS QUAD   -  NATURITA (1994)
 JM0178
 JM0178                         *CURRENT SURVEY CONTROL
 JM0178  ___________________________________________________________________
 JM0178* NAD 83(1992)-  38 12 26.45311(N)    108 37 07.99682(W)     ADJUSTED  
 JM0178* NAVD 88     -      1673.987  (meters)    5492.07   (feet)  ADJUSTED  
 JM0178  ___________________________________________________________________
 JM0178  X           -  -1,602,593.242 (meters)                     COMP
 JM0178  Y           -  -4,756,821.568 (meters)                     COMP
 JM0178  Z           -   3,924,578.367 (meters)                     COMP
 JM0178  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 JM0178  ELLIP HEIGHT-        1655.21  (meters)          (09/24/02) GPS OBS
 JM0178  GEOID HEIGHT-         -18.78  (meters)                     GEOID03
 JM0178  DYNAMIC HT  -        1672.048 (meters)    5485.71  (feet)  COMP
 JM0178  MODELED GRAV-     979,412.9   (mgal)                       NAVD 88
 JM0178
 JM0178  HORZ ORDER  -  B
 JM0178  VERT ORDER  -  SECOND    CLASS 0
 JM0178  ELLP ORDER  -  THIRD     CLASS I
 JM0178
 JM0178.The horizontal coordinates were established by GPS observations
 JM0178.and adjusted by the National Geodetic Survey in May 1992..
 JM0178
 JM0178.The orthometric height was determined by differential leveling
 JM0178.and adjusted by the National Geodetic Survey in June 1991..
 JM0178
 JM0178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JM0178
 JM0178.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0178
 JM0178.The ellipsoidal height was determined by GPS observations
 JM0178.and is referenced to NAD 83.
 JM0178
 JM0178.The geoid height was determined by GEOID03.
 JM0178
 JM0178.The dynamic height is computed by dividing the NAVD 88
 JM0178.geopotential number by the normal gravity value computed on the
 JM0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0178.degrees latitude (g = 980.6199 gals.).
 JM0178
 JM0178.The modeled gravity was interpolated from observed gravity values.
 JM0178
 JM0178;                    North         East     Units Scale Factor Converg.
 JM0178;SPC CO S     -   480,354.147   641,295.214   MT  0.99996656   -1 54 47.0
 JM0178;SPC CO S     - 1,575,961.90  2,103,982.71   sFT  0.99996656   -1 54 47.0
 JM0178;UTM  12      - 4,231,501.392   708,479.517   MT  1.00013532   +1 28 23.8
 JM0178
 JM0178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0178!SPC CO S     -   0.99974035  x   0.99996656  =   0.99970692
 JM0178!UTM  12      -   0.99974035  x   1.00013532  =   0.99987563
 JM0178
 JM0178                          SUPERSEDED SURVEY CONTROL
 JM0178
 JM0178  NAD 83(1986)-  38 12 26.43971(N)    108 37 07.98747(W) AD(       ) 3
 JM0178  ELLIP H (05/26/92) 1655.31   (m)                       GP(       ) 4 1
 JM0178  NAVD 88 (05/26/92) 1673.99   (m)         5492.1    (f) LEVELING    3  
 JM0178  NGVD 29 (??/??/92) 1672.762  (m)         5488.05   (f) ADJ UNCH    2 0
 JM0178
 JM0178.Superseded values are not recommended for survey control.
 JM0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0178.See file dsdata.txt to determine how the superseded data were derived.
 JM0178
 JM0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH0848031501(NAD 83)
 JM0178_MARKER: DB = BENCH MARK DISK
 JM0178_SETTING: 66 = SET IN ROCK OUTCROP
 JM0178_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JM0178_STAMPING: M 269 1938
 JM0178_MARK LOGO: CGS   
 JM0178_PROJECTION: FLUSH
 JM0178_MAGNETIC: N = NO MAGNETIC MATERIAL
 JM0178_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0178+STABILITY: POSITION/ELEVATION WELL
 JM0178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0178+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2003
 JM0178
 JM0178  HISTORY     - Date     Condition        Report By
 JM0178  HISTORY     - 1938     MONUMENTED       CGS
 JM0178  HISTORY     - 19901206 GOOD             USPSQD
 JM0178  HISTORY     - 19910703 GOOD             NGS
 JM0178  HISTORY     - 19981228 GOOD             CODH
 JM0178  HISTORY     - 19990505 GOOD             MSAM
 JM0178  HISTORY     - 20030124 GOOD             NGS
 JM0178
 JM0178                          STATION DESCRIPTION
 JM0178
 JM0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JM0178'4.8 MI NW FROM NATURITA.
 JM0178'4.8 MILES NORTHWEST OF, ALONG STATE HWY. NO. 90.  350 FEET SOUTHWEST
 JM0178'OF SMALL STEEL HWY. BRIDGE OVER DRY CREEK, 225 FEET SOUTH OF TELEPHONE
 JM0178'POLE NO. 963, 60 FEET NORTH OF CENTERLINE OF HWY. NO. 90, 36 FEET
 JM0178'NORTHEAST OF OVER HANGING SANDSTONE ROCK OUTCROP ON EAST SIDE OF SMALL
 JM0178'HILL, STANDARD TABLET SET IN TOP OF SANDSTONE ABOUT 6 FEET LONG AND 4
 JM0178'FEET WIDE.
 JM0178
 JM0178                          STATION RECOVERY (1990)
 JM0178
 JM0178'RECOVERY NOTE BY US POWER SQUADRON 1990 (JMS)
 JM0178'RECOVERED IN GOOD CONDITION.
 JM0178
 JM0178                          STATION RECOVERY (1991)
 JM0178
 JM0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JM0178'STATION IS LOCATED ABOUT 4.5 KM (2.8 MI) WEST-SOUTHWEST OF NATURITA, 6
 JM0178'KM (3.7 MI) NORTH OF THE MONTROSE-SAN MIGUEL COUNTY LINE, 3 KM
 JM0178'(1.9 MI) SOUTH-SOUTHWEST OF THE JUNCTION OF STATE HIGHWAYS 90 AND
 JM0178'141, ALONG HIGHWAY 90, AT MILE 33.4, ON THE EAST SLOPE OF A SMALL
 JM0178'KNOLL BETWEEN THE HIGHWAY AND A PARALLEL GRAVEL ROAD, IN THE
 JM0178'SOUTHEAST 1/4 OF SECTION 27, T 46 N, R 16 W.  OWNERSHIP--STATE
 JM0178'DEPARTMENT OF TRANSPORTATION.
 JM0178'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 97 AND 141 IN NATURITA,
 JM0178'GO WEST ON HIGHWAY 141 FOR 2.45 MI (3.94 KM) TO ITS JUNCTION WITH
 JM0178'HIGHWAY 90.  TURN LEFT, SOUTH, ON HIGHWAY 90 FOR 2.1 MI (3.4 KM) TO A
 JM0178'CATTLE GUARD.  CONTINUE WEST FOR 0.2 MI (0.3 KM) TO A GRAVEL ROAD
 JM0178'LEFT.  TURN DOUBLE LEFT, SOUTH, THEN EAST, ON GRAVEL ROAD FOR 0.05 MI
 JM0178'(0.08 KM) TO THE STATION ON THE LEFT.
 JM0178'STATION MARK IS SET IN A DRILL HOLE IN THE NORTHWEST END OF A SLOPING
 JM0178'1 M (3.3 FT) BY 3 M (9.8 FT) FLUSH OUTCROP.  IT IS 15 M (49.2 FT)
 JM0178'SOUTHEAST OF, AND 5 M (16.4 FT) LOWER THAN THE EAST END OF THE KNOLL,
 JM0178'30.4 M (99.7 FT) SOUTH OF, AND LEVEL WITH THE HIGHWAY CENTER, 18.3 M
 JM0178'(60.0 FT) NORTH OF THE GRAVEL ROAD CENTER, 9.5 M (31.2 FT) NORTHEAST
 JM0178'OF A ROCK WALL AND 1.0 M (3.3 FT) SOUTHEAST OF A FIBERGLASS WITNESS
 JM0178'POST.
 JM0178'DESCRIBED BY G.R.HEID
 JM0178
 JM0178                          STATION RECOVERY (1998)
 JM0178
 JM0178'RECOVERY NOTE BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1998 (RSC)
 JM0178'RECOVERED AS DESCRIBED.
 JM0178
 JM0178                          STATION RECOVERY (1999)
 JM0178
 JM0178'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 JM0178'RECOVERED AS DESCRIBED.
 JM0178
 JM0178                          STATION RECOVERY (2003)
 JM0178
 JM0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 JM0178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0202 ***********************************************************************
 JL0202  DESIGNATION -  M 269
 JL0202  PID         -  JL0202
 JL0202  STATE/COUNTY-  CO/SAGUACHE
 JL0202  USGS QUAD   -  NORTH PASS (1979)
 JL0202
 JL0202                         *CURRENT SURVEY CONTROL
 JL0202  ___________________________________________________________________
 JL0202* NAD 83(1986)-  38 09 46.     (N)    106 33 27.     (W)     SCALED    
 JL0202* NAVD 88     -      2946.574  (meters)    9667.22   (feet)  ADJUSTED  
 JL0202  ___________________________________________________________________
 JL0202  GEOID HEIGHT-         -14.93  (meters)                     GEOID03
 JL0202  DYNAMIC HT  -        2942.463 (meters)    9653.73  (feet)  COMP
 JL0202  MODELED GRAV-     979,126.8   (mgal)                       NAVD 88
 JL0202
 JL0202  VERT ORDER  -  SECOND    CLASS 0
 JL0202
 JL0202.The horizontal coordinates were scaled from a topographic map and have
 JL0202.an estimated accuracy of +/- 6 seconds.
 JL0202
 JL0202.The orthometric height was determined by differential leveling
 JL0202.and adjusted by the National Geodetic Survey in June 1991..
 JL0202
 JL0202.The geoid height was determined by GEOID03.
 JL0202
 JL0202.The dynamic height is computed by dividing the NAVD 88
 JL0202.geopotential number by the normal gravity value computed on the
 JL0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0202.degrees latitude (g = 980.6199 gals.).
 JL0202
 JL0202.The modeled gravity was interpolated from observed gravity values.
 JL0202
 JL0202;                    North         East    Units  Estimated Accuracy
 JL0202;SPC CO S     -   471,370.      821,730.      MT  (+/- 180 meters Scaled)
 JL0202
 JL0202                          SUPERSEDED SURVEY CONTROL
 JL0202
 JL0202  NGVD 29 (??/??/92) 2944.802  (m)         9661.40   (f) ADJ UNCH    2 0
 JL0202
 JL0202.Superseded values are not recommended for survey control.
 JL0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0202.See file dsdata.txt to determine how the superseded data were derived.
 JL0202
 JL0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC635250(NAD 83)
 JL0202_MARKER: DB = BENCH MARK DISK
 JL0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0202_STAMPING: M 269 1940
 JL0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0202+STABILITY: SURFACE MOTION
 JL0202
 JL0202  HISTORY     - Date     Condition        Report By
 JL0202  HISTORY     - 1940     MONUMENTED       CGS
 JL0202  HISTORY     - 1962     GOOD             NGS
 JL0202
 JL0202                          STATION DESCRIPTION
 JL0202
 JL0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JL0202'29.3 MI W FROM SAGUACHE.
 JL0202'ABOUT 29.3 MILES WEST ALONG STATE HIGHWAY 114 FROM THE COUNTY
 JL0202'COURTHOUSE AT SAGUACHE, SAGUACHE COUNTY, ABOUT 100 YARDS WEST OF THE
 JL0202'WEST END OF A SNOWDRIFT FENCE, 72 FEET SOUTH OF THE CENTER LINE OF THE
 JL0202'HIGHWAY, 1.9 FEET NORTH OF A 4- BY 4-INCH WHITE REFERENCE POST
 JL0202'PROJECTING ABOUT 1.7 FEET ABOVE GROUND, AND ABOUT 11 FEET LOWER THAN
 JL0202'THE HIGHWAY.  A STANDARD DISK, STAMPED M 269 1940 AND SET IN THE TOP
 JL0202'OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
 JL0202
 JL0202                          STATION RECOVERY (1962)
 JL0202
 JL0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JL0202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0332 ***********************************************************************
 LM0332  DESIGNATION -  M 27
 LM0332  PID         -  LM0332
 LM0332  STATE/COUNTY-  CO/MOFFAT
 LM0332  USGS QUAD   -  MC INTURF MESA (1973)
 LM0332
 LM0332                         *CURRENT SURVEY CONTROL
 LM0332  ___________________________________________________________________
 LM0332* NAD 83(1986)-  40 38 59.     (N)    107 28 04.     (W)     SCALED    
 LM0332* NAVD 88     -      1939.283  (meters)    6362.46   (feet)  ADJUSTED  
 LM0332  ___________________________________________________________________
 LM0332  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 LM0332  DYNAMIC HT  -        1937.416 (meters)    6356.34  (feet)  COMP
 LM0332  MODELED GRAV-     979,593.7   (mgal)                       NAVD 88
 LM0332
 LM0332  VERT ORDER  -  FIRST     CLASS II
 LM0332
 LM0332.The horizontal coordinates were scaled from a topographic map and have
 LM0332.an estimated accuracy of +/- 6 seconds.
 LM0332
 LM0332.The orthometric height was determined by differential leveling
 LM0332.and adjusted by the National Geodetic Survey in June 1991..
 LM0332
 LM0332.The geoid height was determined by GEOID03.
 LM0332
 LM0332.The dynamic height is computed by dividing the NAVD 88
 LM0332.geopotential number by the normal gravity value computed on the
 LM0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0332.degrees latitude (g = 980.6199 gals.).
 LM0332
 LM0332.The modeled gravity was interpolated from observed gravity values.
 LM0332
 LM0332;                    North         East    Units  Estimated Accuracy
 LM0332;SPC CO N     -   452,810.      747,990.      MT  (+/- 180 meters Scaled)
 LM0332
 LM0332                          SUPERSEDED SURVEY CONTROL
 LM0332
 LM0332  NGVD 29 (??/??/92) 1938.026  (m)         6358.34   (f) ADJ UNCH    1 2
 LM0332
 LM0332.Superseded values are not recommended for survey control.
 LM0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0332.See file dsdata.txt to determine how the superseded data were derived.
 LM0332
 LM0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBF913028(NAD 83)
 LM0332_MARKER: DB = BENCH MARK DISK
 LM0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0332_STAMPING: M 27 1933
 LM0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0332+STABILITY: SURFACE MOTION
 LM0332
 LM0332  HISTORY     - Date     Condition        Report By
 LM0332  HISTORY     - 1933     MONUMENTED       CGS
 LM0332
 LM0332                          STATION DESCRIPTION
 LM0332
 LM0332'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LM0332'12.3 MI N FROM CRAIG.
 LM0332'12.3 MILES NORTH ALONG THE CRAIG-BAGGS HIGHWAY FROM THE INTERSECTION
 LM0332'OF VICTORY WAY AND YAMPA AVENUE AT CRAIG, BETWEEN THE OLD ROADBED AND
 LM0332'THE ROAD, ABOUT 325 FEET NORTH OF A STEEL BRIDGE OVER A CREEK, ABOUT
 LM0332'0.4 MILE SOUTH OF A FARMHOUSE WEST OF THE ROAD, AND 41 FEET WEST OF
 LM0332'THE CENTER LINE OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0062 ***********************************************************************
 KJ0062  DESIGNATION -  M 270
 KJ0062  PID         -  KJ0062
 KJ0062  STATE/COUNTY-  CO/KIT CARSON
 KJ0062  USGS QUAD   -  BURLINGTON NE (1969)
 KJ0062
 KJ0062                         *CURRENT SURVEY CONTROL
 KJ0062  ___________________________________________________________________
 KJ0062* NAD 83(1986)-  39 23 16.     (N)    102 15 34.     (W)     SCALED    
 KJ0062* NAVD 88     -      1227.299  (meters)    4026.56   (feet)  ADJUSTED  
 KJ0062  ___________________________________________________________________
 KJ0062  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 KJ0062  DYNAMIC HT  -        1226.242 (meters)    4023.10  (feet)  COMP
 KJ0062  MODELED GRAV-     979,723.4   (mgal)                       NAVD 88
 KJ0062
 KJ0062  VERT ORDER  -  FIRST     CLASS II
 KJ0062
 KJ0062.The horizontal coordinates were scaled from a topographic map and have
 KJ0062.an estimated accuracy of +/- 6 seconds.
 KJ0062
 KJ0062.The orthometric height was determined by differential leveling
 KJ0062.and adjusted by the National Geodetic Survey in June 1991..
 KJ0062
 KJ0062.The geoid height was determined by GEOID03.
 KJ0062
 KJ0062.The dynamic height is computed by dividing the NAVD 88
 KJ0062.geopotential number by the normal gravity value computed on the
 KJ0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0062.degrees latitude (g = 980.6199 gals.).
 KJ0062
 KJ0062.The modeled gravity was interpolated from observed gravity values.
 KJ0062
 KJ0062;                    North         East    Units  Estimated Accuracy
 KJ0062;SPC CO C     -   482,340.    1,193,510.      MT  (+/- 180 meters Scaled)
 KJ0062
 KJ0062                          SUPERSEDED SURVEY CONTROL
 KJ0062
 KJ0062  NGVD 29 (??/??/92) 1226.786  (m)         4024.88   (f) ADJ UNCH    1 2
 KJ0062
 KJ0062.Superseded values are not recommended for survey control.
 KJ0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0062.See file dsdata.txt to determine how the superseded data were derived.
 KJ0062
 KJ0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD360633(NAD 83)
 KJ0062_MARKER: DB = BENCH MARK DISK
 KJ0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0062_STAMPING: M 270 1941
 KJ0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0062+STABILITY: SURFACE MOTION
 KJ0062
 KJ0062  HISTORY     - Date     Condition        Report By
 KJ0062  HISTORY     - 1941     MONUMENTED       CGS
 KJ0062
 KJ0062                          STATION DESCRIPTION
 KJ0062
 KJ0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KJ0062'6.5 MI N FROM BURLINGTON.
 KJ0062'6.5 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE COUNTY COURTHOUSE
 KJ0062'AT BURLINGTON, 69 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION
 KJ0062'OF AN EAST-AND-WEST SECTION-LINE ROAD, 53 FEET EAST OF THE
 KJ0062'CENTERLINE OF THE HIGHWAY, 45 FEET SOUTH OF THE CENTERLINE OF THE
 KJ0062'ROAD, 14 FEET SOUTH OF A FENCE CORNER, 1.7 FEET EAST OF THE FENCE,
 KJ0062'2.8 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 KJ0062'HIGHWAY.  A STANDARD DISK, STAMPED M 270 1941 AND SET IN THE TOP
 KJ0062'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0531 ***********************************************************************
 JJ0531  DESIGNATION -  M 271
 JJ0531  PID         -  JJ0531
 JJ0531  STATE/COUNTY-  CO/CROWLEY
 JJ0531  USGS QUAD   -  BOX SPRINGS (1977)
 JJ0531
 JJ0531                         *CURRENT SURVEY CONTROL
 JJ0531  ___________________________________________________________________
 JJ0531* NAD 83(1986)-  38 23 56.     (N)    103 43 24.     (W)     SCALED    
 JJ0531* NAVD 88     -      1371.748  (meters)    4500.48   (feet)  ADJUSTED  
 JJ0531  ___________________________________________________________________
 JJ0531  GEOID HEIGHT-         -21.28  (meters)                     GEOID03
 JJ0531  DYNAMIC HT  -        1370.389 (meters)    4496.02  (feet)  COMP
 JJ0531  MODELED GRAV-     979,590.4   (mgal)                       NAVD 88
 JJ0531
 JJ0531  VERT ORDER  -  SECOND    CLASS 0
 JJ0531
 JJ0531.The horizontal coordinates were scaled from a topographic map and have
 JJ0531.an estimated accuracy of +/- 6 seconds.
 JJ0531
 JJ0531.The orthometric height was determined by differential leveling
 JJ0531.and adjusted by the National Geodetic Survey in June 1991..
 JJ0531
 JJ0531.The geoid height was determined by GEOID03.
 JJ0531
 JJ0531.The dynamic height is computed by dividing the NAVD 88
 JJ0531.geopotential number by the normal gravity value computed on the
 JJ0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0531.degrees latitude (g = 980.6199 gals.).
 JJ0531
 JJ0531.The modeled gravity was interpolated from observed gravity values.
 JJ0531
 JJ0531;                    North         East    Units  Estimated Accuracy
 JJ0531;SPC CO S     -   498,530.    1,069,590.      MT  (+/- 180 meters Scaled)
 JJ0531
 JJ0531                          SUPERSEDED SURVEY CONTROL
 JJ0531
 JJ0531  NGVD 29 (??/??/92) 1371.048  (m)         4498.18   (f) ADJ UNCH    2 0
 JJ0531
 JJ0531.Superseded values are not recommended for survey control.
 JJ0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0531.See file dsdata.txt to determine how the superseded data were derived.
 JJ0531
 JJ0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC114508(NAD 83)
 JJ0531_MARKER: DB = BENCH MARK DISK
 JJ0531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0531_SP_SET: CULVERT
 JJ0531_STAMPING: M 271 1941
 JJ0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0531
 JJ0531  HISTORY     - Date     Condition        Report By
 JJ0531  HISTORY     - 1941     MONUMENTED       CGS
 JJ0531
 JJ0531                          STATION DESCRIPTION
 JJ0531
 JJ0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0531'13.4 MI N FROM ORDWAY.
 JJ0531'TO REACH FROM THE POST OFFICE AT ORDWAY--GO 0.5 MILES EAST ALONG HWY.
 JJ0531'96 TO JCT. WITH HWY. 71, THENCE, TURN LEFT, GO 12.9 MILES NORTH ALONG
 JJ0531'HWY. 71 TO SITE OF BENCH MARK.  BENCH MARK IS 0.3 OF A MILE SOUTH OF
 JJ0531'A FARM HOUSE ON THE EAST SIDE OF THE ROAD, 36.0 FEET WEST OF A FENCE
 JJ0531'LINE 20.0 FEET WEST OF AND APPROXIMATELY THE SAME ELEVATION AS THE
 JJ0531'CENTERLINE OF THE HWY.  A STD. DISK SET FLUSH AND HORIZONTALLY IN
 JJ0531'A CONCRETE CULVERT, PROJECTING 6.0 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0015 ***********************************************************************
 HJ0015  DESIGNATION -  M 273
 HJ0015  PID         -  HJ0015
 HJ0015  STATE/COUNTY-  CO/BACA
 HJ0015  USGS QUAD   -  WALSH (1978)
 HJ0015
 HJ0015                         *CURRENT SURVEY CONTROL
 HJ0015  ___________________________________________________________________
 HJ0015* NAD 83(1986)-  37 22 54.     (N)    102 16 41.     (W)     SCALED    
 HJ0015* NAVD 88     -      1202.448  (meters)    3945.03   (feet)  ADJUSTED  
 HJ0015  ___________________________________________________________________
 HJ0015  GEOID HEIGHT-         -23.74  (meters)                     GEOID03
 HJ0015  DYNAMIC HT  -        1201.220 (meters)    3941.00  (feet)  COMP
 HJ0015  MODELED GRAV-     979,567.1   (mgal)                       NAVD 88
 HJ0015
 HJ0015  VERT ORDER  -  SECOND    CLASS 0
 HJ0015
 HJ0015.The horizontal coordinates were scaled from a topographic map and have
 HJ0015.an estimated accuracy of +/- 6 seconds.
 HJ0015
 HJ0015.The orthometric height was determined by differential leveling
 HJ0015.and adjusted by the National Geodetic Survey in June 1991..
 HJ0015
 HJ0015.The geoid height was determined by GEOID03.
 HJ0015
 HJ0015.The dynamic height is computed by dividing the NAVD 88
 HJ0015.geopotential number by the normal gravity value computed on the
 HJ0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0015.degrees latitude (g = 980.6199 gals.).
 HJ0015
 HJ0015.The modeled gravity was interpolated from observed gravity values.
 HJ0015
 HJ0015;                    North         East    Units  Estimated Accuracy
 HJ0015;SPC CO S     -   389,080.    1,199,690.      MT  (+/- 180 meters Scaled)
 HJ0015
 HJ0015                          SUPERSEDED SURVEY CONTROL
 HJ0015
 HJ0015  NGVD 29 (??/??/92) 1201.978  (m)         3943.49   (f) ADJ UNCH    2 0
 HJ0015
 HJ0015.Superseded values are not recommended for survey control.
 HJ0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0015.See file dsdata.txt to determine how the superseded data were derived.
 HJ0015
 HJ0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB409406(NAD 83)
 HJ0015_MARKER: DB = BENCH MARK DISK
 HJ0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0015_STAMPING: M 273 1941
 HJ0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0015+STABILITY: SURFACE MOTION
 HJ0015
 HJ0015  HISTORY     - Date     Condition        Report By
 HJ0015  HISTORY     - 1941     MONUMENTED       CGS
 HJ0015  HISTORY     - 1973     MARK NOT FOUND   NGS
 HJ0015
 HJ0015                          STATION DESCRIPTION
 HJ0015
 HJ0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 HJ0015'0.5 MI S FROM WALSH.
 HJ0015'TO REACH BENCH MARK FROM THE WALSH RAILROAD STATION, GO 0.5 MILE
 HJ0015'SOUTH ALONG THE ATCHISON TOPEKA AND SANTA FE RAILROAD TO SITE OF
 HJ0015'BENCH MARK.  BENCH MARK IS AT THE NORTH END OF AN S CURVE IN HIGHWAY,
 HJ0015'ABOUT 0.1 MILE SOUTH OF CITY LIMIT SIGN, 35.0 FEET EAST OF AND ABOUT
 HJ0015'THE SAME ELEVATION AS THE CENTERLINE OF THE HIGHWAY, 19.0 FEET NORTH
 HJ0015'OF A CORNER FENCE POST, 3.0 FEET SOUTH OF A 4 X 4 INCH WOODEN MARKER
 HJ0015'POST, AND 1.0 FOOT WEST OF THE RIGHT OF WAY FENCE.  THE MONUMENT
 HJ0015'PROJECTS 0.6 FOOT.
 HJ0015
 HJ0015                          STATION RECOVERY (1973)
 HJ0015
 HJ0015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HJ0015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0352 ***********************************************************************
 JJ0352  DESIGNATION -  M 275
 JJ0352  PID         -  JJ0352
 JJ0352  STATE/COUNTY-  CO/KIOWA
 JJ0352  USGS QUAD   -  GALATEA (1978)
 JJ0352
 JJ0352                         *CURRENT SURVEY CONTROL
 JJ0352  ___________________________________________________________________
 JJ0352* NAD 83(1986)-  38 30 08.     (N)    103 01 03.     (W)     SCALED    
 JJ0352* NAVD 88     -      1332.127  (meters)    4370.49   (feet)  ADJUSTED  
 JJ0352  ___________________________________________________________________
 JJ0352  GEOID HEIGHT-         -22.43  (meters)                     GEOID03
 JJ0352  DYNAMIC HT  -        1330.833 (meters)    4366.24  (feet)  COMP
 JJ0352  MODELED GRAV-     979,610.9   (mgal)                       NAVD 88
 JJ0352
 JJ0352  VERT ORDER  -  SECOND    CLASS 0
 JJ0352
 JJ0352.The horizontal coordinates were scaled from a topographic map and have
 JJ0352.an estimated accuracy of +/- 6 seconds.
 JJ0352
 JJ0352.The orthometric height was determined by differential leveling
 JJ0352.and adjusted by the National Geodetic Survey in June 1991..
 JJ0352
 JJ0352.The geoid height was determined by GEOID03.
 JJ0352
 JJ0352.The dynamic height is computed by dividing the NAVD 88
 JJ0352.geopotential number by the normal gravity value computed on the
 JJ0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0352.degrees latitude (g = 980.6199 gals.).
 JJ0352
 JJ0352.The modeled gravity was interpolated from observed gravity values.
 JJ0352
 JJ0352;                    North         East    Units  Estimated Accuracy
 JJ0352;SPC CO S     -   511,400.    1,130,930.      MT  (+/- 180 meters Scaled)
 JJ0352
 JJ0352                          SUPERSEDED SURVEY CONTROL
 JJ0352
 JJ0352  NGVD 29 (??/??/92) 1331.508  (m)         4368.46   (f) ADJ UNCH    2 0
 JJ0352
 JJ0352.Superseded values are not recommended for survey control.
 JJ0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0352.See file dsdata.txt to determine how the superseded data were derived.
 JJ0352
 JJ0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC728634(NAD 83)
 JJ0352_MARKER: DB = BENCH MARK DISK
 JJ0352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0352_STAMPING: M 275 1941
 JJ0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0352+STABILITY: SURFACE MOTION
 JJ0352
 JJ0352  HISTORY     - Date     Condition        Report By
 JJ0352  HISTORY     - 1941     MONUMENTED       CGS
 JJ0352  HISTORY     - 1942     GOOD             NGS
 JJ0352
 JJ0352                          STATION DESCRIPTION
 JJ0352
 JJ0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JJ0352'13.1 MI W FROM EADS.
 JJ0352'13.1 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE
 JJ0352'STATION AT EADS, KIOWA COUNTY, 0.3 MILE EAST OF THE STATION AT
 JJ0352'GALATEA, 0.2 MILE WEST OF A WOODEN BRIDGE, AT MILEAGE POLE 798-31,
 JJ0352'90 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 96, 84 FEET
 JJ0352'SOUTH OF THE CENTERLINE OF THE TRACK, 39 FEET SOUTH OF A FENCE
 JJ0352'LINE, 3 FEET EAST OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH
 JJ0352'THE HIGHWAY.  A STANDARD DISK, STAMPED M 275 1941 AND SET IN THE
 JJ0352'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0255 ***********************************************************************
 KL0255  DESIGNATION -  M 276
 KL0255  PID         -  KL0255
 KL0255  STATE/COUNTY-  CO/LAKE
 KL0255  USGS QUAD   -  HOMESTAKE RESERVOIR (1994)
 KL0255
 KL0255                         *CURRENT SURVEY CONTROL
 KL0255  ___________________________________________________________________
 KL0255* NAD 83(1986)-  39 15 59.     (N)    106 23 55.     (W)     SCALED    
 KL0255* NAVD 88     -      3070.828  (meters)   10074.87   (feet)  ADJUSTED  
 KL0255  ___________________________________________________________________
 KL0255  GEOID HEIGHT-         -12.95  (meters)                     GEOID03
 KL0255  DYNAMIC HT  -        3066.726 (meters)   10061.42  (feet)  COMP
 KL0255  MODELED GRAV-     979,179.7   (mgal)                       NAVD 88
 KL0255
 KL0255  VERT ORDER  -  SECOND    CLASS 0
 KL0255
 KL0255.The horizontal coordinates were scaled from a topographic map and have
 KL0255.an estimated accuracy of +/- 6 seconds.
 KL0255
 KL0255.The orthometric height was determined by differential leveling
 KL0255.and adjusted by the National Geodetic Survey in June 1991..
 KL0255
 KL0255.The geoid height was determined by GEOID03.
 KL0255
 KL0255.The dynamic height is computed by dividing the NAVD 88
 KL0255.geopotential number by the normal gravity value computed on the
 KL0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0255.degrees latitude (g = 980.6199 gals.).
 KL0255
 KL0255.The modeled gravity was interpolated from observed gravity values.
 KL0255
 KL0255;                    North         East    Units  Estimated Accuracy
 KL0255;SPC CO C     -   464,260.      836,860.      MT  (+/- 180 meters Scaled)
 KL0255
 KL0255                          SUPERSEDED SURVEY CONTROL
 KL0255
 KL0255  NGVD 29 (??/??/92) 3069.027  (m)        10068.97   (f) ADJ UNCH    2 0
 KL0255
 KL0255.Superseded values are not recommended for survey control.
 KL0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0255.See file dsdata.txt to determine how the superseded data were derived.
 KL0255
 KL0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD793472(NAD 83)
 KL0255_MARKER: DB = BENCH MARK DISK
 KL0255_SETTING: 66 = SET IN ROCK OUTCROP
 KL0255_SP_SET: ROCK CLIFF
 KL0255_STAMPING: M 276 1951
 KL0255_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0255+STABILITY: POSITION/ELEVATION WELL
 KL0255
 KL0255  HISTORY     - Date     Condition        Report By
 KL0255  HISTORY     - 1951     MONUMENTED       CGS
 KL0255  HISTORY     - 1959     GOOD             DOD
 KL0255
 KL0255                          STATION DESCRIPTION
 KL0255
 KL0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0255'6.85 MI SW FROM LEADVILLE.
 KL0255'0.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE AT
 KL0255'LEADVILLE, THENCE 6.75 MILES SOUTHWEST ALONG STATE HIGHWAY 104, 4.0
 KL0255'MILES NORTHEAST OF THE SOUTHEAST ENTRANCE TO THE CARLTON TUNNEL, 21
 KL0255'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ON THE NORTH SLOPE OF
 KL0255'THE MOUNTAIN OVERLOOKING TURQUOISE LAKE, 300 FEET EAST OF A JOG IN THE
 KL0255'HIGHWAY, SET VERTICALLY IN THE NORTH FACE OF A ROCK CLIFF, 3.0 FEET
 KL0255'ABOVE THE GROUND.
 KL0255
 KL0255                          STATION RECOVERY (1959)
 KL0255
 KL0255'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0255'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0365 ***********************************************************************
 KL0365  DESIGNATION -  M 278
 KL0365  PID         -  KL0365
 KL0365  STATE/COUNTY-  CO/EAGLE
 KL0365  USGS QUAD   -  TONER RESERVOIR (1987)
 KL0365
 KL0365                         *CURRENT SURVEY CONTROL
 KL0365  ___________________________________________________________________
 KL0365* NAD 83(1986)-  39 22 54.     (N)    106 57 10.     (W)     SCALED    
 KL0365* NAVD 88     -      2124.010  (meters)    6968.52   (feet)  ADJUSTED  
 KL0365  ___________________________________________________________________
 KL0365  GEOID HEIGHT-         -13.90  (meters)                     GEOID03
 KL0365  DYNAMIC HT  -        2121.340 (meters)    6959.76  (feet)  COMP
 KL0365  MODELED GRAV-     979,297.2   (mgal)                       NAVD 88
 KL0365
 KL0365  VERT ORDER  -  SECOND    CLASS 0
 KL0365
 KL0365.The horizontal coordinates were scaled from a topographic map and have
 KL0365.an estimated accuracy of +/- 6 seconds.
 KL0365
 KL0365.The orthometric height was determined by differential leveling
 KL0365.and adjusted by the National Geodetic Survey in June 1991..
 KL0365
 KL0365.The geoid height was determined by GEOID03.
 KL0365
 KL0365.The dynamic height is computed by dividing the NAVD 88
 KL0365.geopotential number by the normal gravity value computed on the
 KL0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0365.degrees latitude (g = 980.6199 gals.).
 KL0365
 KL0365.The modeled gravity was interpolated from observed gravity values.
 KL0365
 KL0365;                    North         East    Units  Estimated Accuracy
 KL0365;SPC CO C     -   477,680.      789,240.      MT  (+/- 180 meters Scaled)
 KL0365
 KL0365                          SUPERSEDED SURVEY CONTROL
 KL0365
 KL0365  NGVD 29 (??/??/92) 2122.311  (m)         6962.95   (f) ADJ UNCH    2 0
 KL0365
 KL0365.Superseded values are not recommended for survey control.
 KL0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0365.See file dsdata.txt to determine how the superseded data were derived.
 KL0365
 KL0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD318609(NAD 83)
 KL0365_MARKER: DB = BENCH MARK DISK
 KL0365_SETTING: 80 = SET IN A BOULDER
 KL0365_SP_SET: BOULDER
 KL0365_STAMPING: M 278 1951
 KL0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0365+STABILITY: SURFACE MOTION
 KL0365
 KL0365  HISTORY     - Date     Condition        Report By
 KL0365  HISTORY     - 1951     MONUMENTED       CGS
 KL0365
 KL0365                          STATION DESCRIPTION
 KL0365
 KL0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0365'5.05 MI SE FROM BASALT.
 KL0365'5.05 MILES SOUTHEAST ALONG STATE HIGHWAY 104 FROM ITS JUNCTION WITH
 KL0365'STATE HIGHWAY 82 AT BASALT, 96 FEET SOUTHEAST OF THE CENTER OF A WIRE
 KL0365'GATE, 61 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 36 FEET SOUTH
 KL0365'OF A FENCE, BETWEEN TWO COTTONWOOD TREES, SET IN THE TOP OF THE WEST
 KL0365'END OF A LARGE GRANITE BOULDER, 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0459 ***********************************************************************
 KL0459  DESIGNATION -  M 279
 KL0459  PID         -  KL0459
 KL0459  STATE/COUNTY-  CO/EAGLE
 KL0459  USGS QUAD   -  CROOKED CREEK PASS (1987)
 KL0459
 KL0459                         *CURRENT SURVEY CONTROL
 KL0459  ___________________________________________________________________
 KL0459* NAD 83(1986)-  39 28 01.     (N)    106 43 30.     (W)     SCALED    
 KL0459* NAVD 88     -      2664.692  (meters)    8742.41   (feet)  ADJUSTED  
 KL0459  ___________________________________________________________________
 KL0459  GEOID HEIGHT-         -12.94  (meters)                     GEOID03
 KL0459  DYNAMIC HT  -        2661.233 (meters)    8731.06  (feet)  COMP
 KL0459  MODELED GRAV-     979,234.1   (mgal)                       NAVD 88
 KL0459
 KL0459  VERT ORDER  -  SECOND    CLASS 0
 KL0459
 KL0459.The horizontal coordinates were scaled from a topographic map and have
 KL0459.an estimated accuracy of +/- 6 seconds.
 KL0459
 KL0459.The orthometric height was determined by differential leveling
 KL0459.and adjusted by the National Geodetic Survey in June 1991..
 KL0459
 KL0459.The geoid height was determined by GEOID03.
 KL0459
 KL0459.The dynamic height is computed by dividing the NAVD 88
 KL0459.geopotential number by the normal gravity value computed on the
 KL0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0459.degrees latitude (g = 980.6199 gals.).
 KL0459
 KL0459.The modeled gravity was interpolated from observed gravity values.
 KL0459
 KL0459;                    North         East    Units  Estimated Accuracy
 KL0459;SPC CO C     -   486,860.      808,990.      MT  (+/- 180 meters Scaled)
 KL0459
 KL0459                          SUPERSEDED SURVEY CONTROL
 KL0459
 KL0459  NGVD 29 (??/??/92) 2662.911  (m)         8736.57   (f) ADJ UNCH    2 0
 KL0459
 KL0459.Superseded values are not recommended for survey control.
 KL0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0459.See file dsdata.txt to determine how the superseded data were derived.
 KL0459
 KL0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD516700(NAD 83)
 KL0459_MARKER: DB = BENCH MARK DISK
 KL0459_SETTING: 80 = SET IN A BOULDER
 KL0459_SP_SET: BOULDER
 KL0459_STAMPING: M 279 1951
 KL0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0459+STABILITY: SURFACE MOTION
 KL0459
 KL0459  HISTORY     - Date     Condition        Report By
 KL0459  HISTORY     - 1951     MONUMENTED       CGS
 KL0459  HISTORY     - 1959     GOOD             DOD
 KL0459
 KL0459                          STATION DESCRIPTION
 KL0459
 KL0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0459'14.4 MI N FROM THOMASVILLE.
 KL0459'14.4 MILES NORTH ALONG STATE HIGHWAY 307 FROM ITS JUNCTION WITH STATE
 KL0459'HIGHWAY 104 AT THOMASVILLE, 7 FEET NORTHEAST OF THE NORTH END OF AN 18
 KL0459'INCH PIPE CULVERT, 24 FEET SOUTHWEST OF A 4X4 INCH HIGHWAY MARKER, 21
 KL0459'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 KL0459'THE CENTER OF A 3X3 FOOT GRANITE BOULDER.
 KL0459
 KL0459                          STATION RECOVERY (1959)
 KL0459
 KL0459'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0459'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0080 ***********************************************************************
 KL0080  DESIGNATION -  M 280
 KL0080  PID         -  KL0080
 KL0080  STATE/COUNTY-  CO/EAGLE
 KL0080  USGS QUAD   -  VAIL WEST (1987)
 KL0080
 KL0080                         *CURRENT SURVEY CONTROL
 KL0080  ___________________________________________________________________
 KL0080* NAD 83(1986)-  39 37 32.     (N)    106 25 23.     (W)     SCALED    
 KL0080* NAVD 88     -      2405.567  (meters)    7892.26   (feet)  ADJUSTED  
 KL0080  ___________________________________________________________________
 KL0080  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 KL0080  DYNAMIC HT  -        2402.760 (meters)    7883.06  (feet)  COMP
 KL0080  MODELED GRAV-     979,373.7   (mgal)                       NAVD 88
 KL0080
 KL0080  VERT ORDER  -  SECOND    CLASS 0
 KL0080
 KL0080.The horizontal coordinates were scaled from a topographic map and have
 KL0080.an estimated accuracy of +/- 6 seconds.
 KL0080
 KL0080.The orthometric height was determined by differential leveling
 KL0080.and adjusted by the National Geodetic Survey in June 1991..
 KL0080
 KL0080.The geoid height was determined by GEOID03.
 KL0080
 KL0080.The dynamic height is computed by dividing the NAVD 88
 KL0080.geopotential number by the normal gravity value computed on the
 KL0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0080.degrees latitude (g = 980.6199 gals.).
 KL0080
 KL0080.The modeled gravity was interpolated from observed gravity values.
 KL0080
 KL0080;                    North         East    Units  Estimated Accuracy
 KL0080;SPC CO C     -   504,160.      835,150.      MT  (+/- 180 meters Scaled)
 KL0080
 KL0080                          SUPERSEDED SURVEY CONTROL
 KL0080
 KL0080  NGVD 29 (??/??/92) 2404.056  (m)         7887.31   (f) ADJ UNCH    2 0
 KL0080
 KL0080.Superseded values are not recommended for survey control.
 KL0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0080.See file dsdata.txt to determine how the superseded data were derived.
 KL0080
 KL0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD778871(NAD 83)
 KL0080_MARKER: DB = BENCH MARK DISK
 KL0080_SETTING: 80 = SET IN A BOULDER
 KL0080_SP_SET: BOULDER
 KL0080_STAMPING: M 280 1951
 KL0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0080+STABILITY: SURFACE MOTION
 KL0080
 KL0080  HISTORY     - Date     Condition        Report By
 KL0080  HISTORY     - 1951     MONUMENTED       CGS
 KL0080  HISTORY     - 1959     GOOD             DOD
 KL0080  HISTORY     - 20060907 MARK NOT FOUND   USPSQD
 KL0080
 KL0080                          STATION DESCRIPTION
 KL0080
 KL0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0080'3.8 MI E FROM MINTURN.
 KL0080'1.9 MILES NORTHWEST ALONG U.S. HIGHWAYS 6 AND 24 FROM THE POST OFFICE
 KL0080'AT MINTURN, THENCE 1.9 MILES EAST ALONG U.S. HIGHWAY 6, 250 FEET
 KL0080'NORTHEAST OF A TELEPHONE LINE, 195 FEET EAST OF THE CENTER OF A
 KL0080'JUNCTION WITH A PRIVATE ROAD LEADING SOUTHEAST TO A FARMHOUSE, 35 FEET
 KL0080'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF A 4X4
 KL0080'FOOT LIMESTONE BOULDER, 0.8 FOOT ABOVE THE GROUND.  NOTE-- THE MARK IS
 KL0080'35 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AND 3.3 FEET
 KL0080'LOWER, 200 FEET EAST-NORTH-EAST OF THE INTERSECTING CENTERLINES OF THE
 KL0080'HIGHWAY AND TRAIL ROAD TO THE NORTHWEST AND 2.3 FEET LOWER, AND 84
 KL0080'FEET NORTHWEST OF A PROMINENT SPRUCE TREE, AND 15.9 FEET HIGHER.
 KL0080
 KL0080                          STATION RECOVERY (1959)
 KL0080
 KL0080'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0080'RECOVERED IN GOOD CONDITION.
 KL0080
 KL0080                          STATION RECOVERY (2006)
 KL0080
 KL0080'RECOVERY NOTE BY US POWER SQUADRON 2006 (EDS)
 KL0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0095 ***********************************************************************
 KL0095  DESIGNATION -  M 281
 KL0095  PID         -  KL0095
 KL0095  STATE/COUNTY-  CO/EAGLE
 KL0095  USGS QUAD   -  RED CLIFF (1987)
 KL0095
 KL0095                         *CURRENT SURVEY CONTROL
 KL0095  ___________________________________________________________________
 KL0095* NAD 83(1986)-  39 36 57.     (N)    106 16 39.     (W)     SCALED    
 KL0095* NAVD 88     -      2712.880  (meters)    8900.51   (feet)  ADJUSTED  
 KL0095  ___________________________________________________________________
 KL0095  GEOID HEIGHT-         -12.38  (meters)                     GEOID03
 KL0095  DYNAMIC HT  -        2709.559 (meters)    8889.61  (feet)  COMP
 KL0095  MODELED GRAV-     979,304.4   (mgal)                       NAVD 88
 KL0095
 KL0095  VERT ORDER  -  SECOND    CLASS 0
 KL0095
 KL0095.The horizontal coordinates were scaled from a topographic map and have
 KL0095.an estimated accuracy of +/- 6 seconds.
 KL0095
 KL0095.The orthometric height was determined by differential leveling
 KL0095.and adjusted by the National Geodetic Survey in June 1991..
 KL0095
 KL0095.The geoid height was determined by GEOID03.
 KL0095
 KL0095.The dynamic height is computed by dividing the NAVD 88
 KL0095.geopotential number by the normal gravity value computed on the
 KL0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0095.degrees latitude (g = 980.6199 gals.).
 KL0095
 KL0095.The modeled gravity was interpolated from observed gravity values.
 KL0095
 KL0095;                    North         East    Units  Estimated Accuracy
 KL0095;SPC CO C     -   502,960.      847,640.      MT  (+/- 180 meters Scaled)
 KL0095
 KL0095                          SUPERSEDED SURVEY CONTROL
 KL0095
 KL0095  NGVD 29 (??/??/92) 2711.254  (m)         8895.17   (f) ADJ UNCH    2 0
 KL0095
 KL0095.Superseded values are not recommended for survey control.
 KL0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0095.See file dsdata.txt to determine how the superseded data were derived.
 KL0095
 KL0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD903858(NAD 83)
 KL0095_MARKER: DB = BENCH MARK DISK
 KL0095_SETTING: 80 = SET IN A BOULDER
 KL0095_SP_SET: BOULDER
 KL0095_STAMPING: M 281 1951
 KL0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0095+STABILITY: SURFACE MOTION
 KL0095
 KL0095  HISTORY     - Date     Condition        Report By
 KL0095  HISTORY     - 1951     MONUMENTED       CGS
 KL0095  HISTORY     - 1959     GOOD             DOD
 KL0095
 KL0095                          STATION DESCRIPTION
 KL0095
 KL0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0095'13.5 MI NE FROM MINTURN.
 KL0095'1.9 MILES NORTHWEST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE AT
 KL0095'MINTURN, THENCE 11.6 MILES EAST ALONG U.S. HIGHWAY 6, 58 FEET EAST OF
 KL0095'THE CENTER LINE OF THE HIGHWAY, 36 FEET NORTHEAST OF THE NORTHEAST
 KL0095'CORNER OF THE ROCK HEADWALL OF A 24 INCH PIPE CULVERT, 30 FEET
 KL0095'SOUTHWEST OF A 20 INCH PINE TREE, 5 FEET BELOW THE LEVEL OF THE
 KL0095'HIGHWAY, SET IN THE TOP OF THE CENTER OF A 4X4 FOOT GRANITE BOULDER,
 KL0095'0.8 FOOT ABOVE THE GROUND.  NOTE-- THE MARK IS 62 FEET EAST-NORTHEAST
 KL0095'OF THE CENTERLINE OF U.S. HIGHWAY 6 AND 1.5 FEET LOWER, 91 FEET
 KL0095'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE TRAIL AND 1.8 FEET LOWER, 36
 KL0095'FEET NORTH-NORTHWEST OF THE CENTERLINE OF A SMALL STREAM AND 3.9 FEET
 KL0095'HIGHER.
 KL0095
 KL0095                          STATION RECOVERY (1959)
 KL0095
 KL0095'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0263 ***********************************************************************
 KL0263  DESIGNATION -  M 283
 KL0263  PID         -  KL0263
 KL0263  STATE/COUNTY-  CO/PITKIN
 KL0263  USGS QUAD   -  HOMESTAKE RESERVOIR (1994)
 KL0263
 KL0263                         *CURRENT SURVEY CONTROL
 KL0263  ___________________________________________________________________
 KL0263* NAD 83(1986)-  39 15 20.     (N)    106 29 18.     (W)     SCALED    
 KL0263* NAVD 88     -      3564.056  (meters)   11693.07   (feet)  ADJUSTED  
 KL0263  ___________________________________________________________________
 KL0263  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 KL0263  DYNAMIC HT  -        3558.891 (meters)   11676.13  (feet)  COMP
 KL0263  MODELED GRAV-     979,047.6   (mgal)                       NAVD 88
 KL0263
 KL0263  VERT ORDER  -  SECOND    CLASS 0
 KL0263
 KL0263.The horizontal coordinates were scaled from a topographic map and have
 KL0263.an estimated accuracy of +/- 6 seconds.
 KL0263
 KL0263.The orthometric height was determined by differential leveling
 KL0263.and adjusted by the National Geodetic Survey in June 1991..
 KL0263
 KL0263.The geoid height was determined by GEOID03.
 KL0263
 KL0263.The dynamic height is computed by dividing the NAVD 88
 KL0263.geopotential number by the normal gravity value computed on the
 KL0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0263.degrees latitude (g = 980.6199 gals.).
 KL0263
 KL0263.The modeled gravity was interpolated from observed gravity values.
 KL0263
 KL0263;                    North         East    Units  Estimated Accuracy
 KL0263;SPC CO C     -   463,140.      829,100.      MT  (+/- 180 meters Scaled)
 KL0263
 KL0263                          SUPERSEDED SURVEY CONTROL
 KL0263
 KL0263  NGVD 29 (??/??/92) 3561.966  (m)        11686.22   (f) ADJ UNCH    2 0
 KL0263
 KL0263.Superseded values are not recommended for survey control.
 KL0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0263.See file dsdata.txt to determine how the superseded data were derived.
 KL0263
 KL0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD715461(NAD 83)
 KL0263_MARKER: DB = BENCH MARK DISK
 KL0263_SETTING: 80 = SET IN A BOULDER
 KL0263_SP_SET: BOULDER
 KL0263_STAMPING: M 283 1951
 KL0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0263+STABILITY: SURFACE MOTION
 KL0263
 KL0263  HISTORY     - Date     Condition        Report By
 KL0263  HISTORY     - 1951     MONUMENTED       CGS
 KL0263  HISTORY     - 1959     GOOD             DOD
 KL0263
 KL0263                          STATION DESCRIPTION
 KL0263
 KL0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0263'12.55 MI SW FROM LEADVILLE.
 KL0263'0.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE AT
 KL0263'LEADVILLE, THENCE 11.4 MILES SOUTHWEST ALONG STATE HIGHWAY 104 TO THE
 KL0263'SOUTHEAST ENTRANCE TO THE CARLTON TUNNEL, THENCE 0.9 MILE NORTHWEST
 KL0263'ALONG A TELEPHONE LINE TO THE TOP OF THE DIVIDE, THENCE 0.15 MILE
 KL0263'NORTHWEST DOWN THE HILL ALONG THE TELEPHONE LINE AND THROUGH A
 KL0263'CLEARING, 0.4 MILE SOUTHEAST OF BENCH MARK L 283, 0.1 MILE SOUTHEAST
 KL0263'OF THE NORTHWEST ENTRANCE TO THE HAGERMAN TUNNEL, 30 FEET SOUTHEAST OF
 KL0263'A GROUP OF 4 SMALL PINE TREES, SET IN THE TOP OF THE CENTER OF A LONE
 KL0263'10X12 FOOT GRANITE BOULDER, 5 FEET ABOVE THE GROUND.
 KL0263
 KL0263                          STATION RECOVERY (1959)
 KL0263
 KL0263'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0175 ***********************************************************************
 KL0175  DESIGNATION -  M 284
 KL0175  PID         -  KL0175
 KL0175  STATE/COUNTY-  CO/LAKE
 KL0175  USGS QUAD   -  LEADVILLE NORTH (1994)
 KL0175
 KL0175                         *CURRENT SURVEY CONTROL
 KL0175  ___________________________________________________________________
 KL0175* NAD 83(1986)-  39 15 50.     (N)    106 17 23.     (W)     SCALED    
 KL0175* NAVD 88     -      3096.840  (meters)   10160.22   (feet)  ADJUSTED  
 KL0175  ___________________________________________________________________
 KL0175  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 KL0175  DYNAMIC HT  -        3092.673 (meters)   10146.54  (feet)  COMP
 KL0175  MODELED GRAV-     979,168.9   (mgal)                       NAVD 88
 KL0175
 KL0175  VERT ORDER  -  FIRST     CLASS II
 KL0175
 KL0175.The horizontal coordinates were scaled from a topographic map and have
 KL0175.an estimated accuracy of +/- 6 seconds.
 KL0175
 KL0175.The orthometric height was determined by differential leveling
 KL0175.and adjusted by the National Geodetic Survey in June 1991..
 KL0175
 KL0175.The geoid height was determined by GEOID03.
 KL0175
 KL0175.The dynamic height is computed by dividing the NAVD 88
 KL0175.geopotential number by the normal gravity value computed on the
 KL0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0175.degrees latitude (g = 980.6199 gals.).
 KL0175
 KL0175.The modeled gravity was interpolated from observed gravity values.
 KL0175
 KL0175;                    North         East    Units  Estimated Accuracy
 KL0175;SPC CO C     -   463,900.      846,250.      MT  (+/- 180 meters Scaled)
 KL0175
 KL0175                          SUPERSEDED SURVEY CONTROL
 KL0175
 KL0175  NGVD 29 (??/??/92) 3095.006  (m)        10154.20   (f) ADJ UNCH    1 2
 KL0175
 KL0175.Superseded values are not recommended for survey control.
 KL0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0175.See file dsdata.txt to determine how the superseded data were derived.
 KL0175
 KL0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD887468(NAD 83)
 KL0175_MARKER: DB = BENCH MARK DISK
 KL0175_SETTING: 80 = SET IN A BOULDER
 KL0175_SP_SET: BOULDER
 KL0175_STAMPING: M 284 1951
 KL0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0175+STABILITY: SURFACE MOTION
 KL0175
 KL0175  HISTORY     - Date     Condition        Report By
 KL0175  HISTORY     - 1951     MONUMENTED       CGS
 KL0175  HISTORY     - 1970     MARK NOT FOUND   USGS
 KL0175
 KL0175                          STATION DESCRIPTION
 KL0175
 KL0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0175'1.0 MI NE FROM LEADVILLE.
 KL0175'1.0 MILE NORTHEAST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE AT
 KL0175'LEADVILLE, AT A JUNCTION WITH STATE HIGHWAY 91, 225 FEET NORTH OF THE
 KL0175'CENTER OF THE HIGHWAY JUNCTION, 74 FEET NORTHEAST OF THE CENTER LINE
 KL0175'OF U.S. HIGHWAY 24, 24 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY
 KL0175'91, 2.5 FEET ABOVE THE GROUND, SET IN THE TOP OF THE CENTER OF A 4X6
 KL0175'FOOT GRANITE BOULDER.
 KL0175
 KL0175                          STATION RECOVERY (1970)
 KL0175
 KL0175'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 KL0175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0070 ***********************************************************************
 JL0070  DESIGNATION -  M 285
 JL0070  PID         -  JL0070
 JL0070  STATE/COUNTY-  CO/CHAFFEE
 JL0070  USGS QUAD   -  SALIDA WEST (1994)
 JL0070
 JL0070                         *CURRENT SURVEY CONTROL
 JL0070  ___________________________________________________________________
 JL0070* NAD 83(1986)-  38 31 01.     (N)    106 04 10.     (W)     SCALED    
 JL0070* NAVD 88     -      2273.807  (meters)    7459.98   (feet)  ADJUSTED  
 JL0070  ___________________________________________________________________
 JL0070  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 JL0070  DYNAMIC HT  -        2270.973 (meters)    7450.68  (feet)  COMP
 JL0070  MODELED GRAV-     979,301.5   (mgal)                       NAVD 88
 JL0070
 JL0070  VERT ORDER  -  SECOND    CLASS 0
 JL0070
 JL0070.The horizontal coordinates were scaled from a topographic map and have
 JL0070.an estimated accuracy of +/- 6 seconds.
 JL0070
 JL0070.The orthometric height was determined by differential leveling
 JL0070.and adjusted by the National Geodetic Survey in June 1991..
 JL0070
 JL0070.The geoid height was determined by GEOID03.
 JL0070
 JL0070.The dynamic height is computed by dividing the NAVD 88
 JL0070.geopotential number by the normal gravity value computed on the
 JL0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0070.degrees latitude (g = 980.6199 gals.).
 JL0070
 JL0070.The modeled gravity was interpolated from observed gravity values.
 JL0070
 JL0070;                    North         East    Units  Estimated Accuracy
 JL0070;SPC CO C     -   380,840.      864,740.      MT  (+/- 180 meters Scaled)
 JL0070
 JL0070                          SUPERSEDED SURVEY CONTROL
 JL0070
 JL0070  NGVD 29 (??/??/92) 2272.291  (m)         7455.01   (f) ADJ UNCH    2 0
 JL0070
 JL0070.Superseded values are not recommended for survey control.
 JL0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0070.See file dsdata.txt to determine how the superseded data were derived.
 JL0070
 JL0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC067637(NAD 83)
 JL0070_MARKER: DB = BENCH MARK DISK
 JL0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0070_STAMPING: M 285 1951
 JL0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0070+STABILITY: SURFACE MOTION
 JL0070
 JL0070  HISTORY     - Date     Condition        Report By
 JL0070  HISTORY     - 1951     MONUMENTED       CGS
 JL0070  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0070
 JL0070                          STATION DESCRIPTION
 JL0070
 JL0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JL0070'4.8 MI SW FROM SALIDA.
 JL0070'4.3 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0070'FROM THE STATION AT SALIDA, THENCE 0.1 MILE NORTHEAST ALONG A GRAVELED
 JL0070'ROAD, THENCE 0.4 MILE WEST ALONG A GRAVELED ROAD, AT THE MAIN SOUTH
 JL0070'ENTRANCE TO THE SALIDA AIRPORT, 42 FEET NORTH OF THE CENTER LINE OF AN
 JL0070'EAST AND WEST GRAVELED ROAD, 9 FEET EAST OF THE CENTER LINE OF A
 JL0070'DRIVEWAY, 6 FEET NORTH OF THE SOUTHWEST CORNER OF THE WEST MAIN
 JL0070'HANGAR, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 JL0070'ABOVE THE GROUND.
 JL0070
 JL0070                          STATION RECOVERY (1984)
 JL0070
 JL0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0070'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0699 ***********************************************************************
 JK0699  DESIGNATION -  M 286
 JK0699  PID         -  JK0699
 JK0699  STATE/COUNTY-  CO/FREMONT
 JK0699  USGS QUAD   -  BLACK MOUNTAIN (1994)
 JK0699
 JK0699                         *CURRENT SURVEY CONTROL
 JK0699  ___________________________________________________________________
 JK0699* NAD 83(1986)-  38 39 22.     (N)    105 40 08.     (W)     SCALED    
 JK0699* NAVD 88     -      2735.164  (meters)    8973.62   (feet)  ADJUSTED  
 JK0699  ___________________________________________________________________
 JK0699  GEOID HEIGHT-         -14.28  (meters)                     GEOID03
 JK0699  DYNAMIC HT  -        2731.661 (meters)    8962.12  (feet)  COMP
 JK0699  MODELED GRAV-     979,248.0   (mgal)                       NAVD 88
 JK0699
 JK0699  VERT ORDER  -  SECOND    CLASS 0
 JK0699
 JK0699.The horizontal coordinates were scaled from a topographic map and have
 JK0699.an estimated accuracy of +/- 6 seconds.
 JK0699
 JK0699.The orthometric height was determined by differential leveling
 JK0699.and adjusted by the National Geodetic Survey in June 1991..
 JK0699
 JK0699.The geoid height was determined by GEOID03.
 JK0699
 JK0699.The dynamic height is computed by dividing the NAVD 88
 JK0699.geopotential number by the normal gravity value computed on the
 JK0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0699.degrees latitude (g = 980.6199 gals.).
 JK0699
 JK0699.The modeled gravity was interpolated from observed gravity values.
 JK0699
 JK0699;                    North         East    Units  Estimated Accuracy
 JK0699;SPC CO C     -   396,150.      899,700.      MT  (+/- 180 meters Scaled)
 JK0699
 JK0699                          SUPERSEDED SURVEY CONTROL
 JK0699
 JK0699  NGVD 29 (??/??/92) 2733.634  (m)         8968.60   (f) ADJ UNCH    2 0
 JK0699
 JK0699.Superseded values are not recommended for survey control.
 JK0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0699.See file dsdata.txt to determine how the superseded data were derived.
 JK0699
 JK0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC418788(NAD 83)
 JK0699_MARKER: DB = BENCH MARK DISK
 JK0699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0699_STAMPING: M 286 1951
 JK0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0699+STABILITY: SURFACE MOTION
 JK0699
 JK0699  HISTORY     - Date     Condition        Report By
 JK0699  HISTORY     - 1951     MONUMENTED       CGS
 JK0699
 JK0699                          STATION DESCRIPTION
 JK0699
 JK0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0699'15.4 MI SW FROM GUFFEY.
 JK0699'1.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 JK0699'GUFFEY, THENCE 1.6 MILES NORTHWEST ALONG STATE HIGHWAY 9,
 JK0699'THENCE 12.35 MILES SOUTHWEST ALONG A GRAVELED ROAD, 275 YARDS
 JK0699'NORTHWEST OF A FENCE, 76 FEET NORTHWEST OF THE CENTER LINE OF THE
 JK0699'UTE TRAIL, AT THE BOTTOM OF A SMALL HILL, 3 FEET WEST OF A
 JK0699'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 JK0699'0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0453 ***********************************************************************
 JK0453  DESIGNATION -  M 287
 JK0453  PID         -  JK0453
 JK0453  STATE/COUNTY-  CO/FREMONT
 JK0453  USGS QUAD   -  COVER MOUNTAIN (1983)
 JK0453
 JK0453                         *CURRENT SURVEY CONTROL
 JK0453  ___________________________________________________________________
 JK0453* NAD 83(1986)-  38 41 23.     (N)    105 29 27.     (W)     SCALED    
 JK0453* NAVD 88     -      2518.465  (meters)    8262.66   (feet)  ADJUSTED  
 JK0453  ___________________________________________________________________
 JK0453  GEOID HEIGHT-         -14.41  (meters)                     GEOID03
 JK0453  DYNAMIC HT  -        2515.376 (meters)    8252.53  (feet)  COMP
 JK0453  MODELED GRAV-     979,310.4   (mgal)                       NAVD 88
 JK0453
 JK0453  VERT ORDER  -  SECOND    CLASS 0
 JK0453
 JK0453.The horizontal coordinates were scaled from a topographic map and have
 JK0453.an estimated accuracy of +/- 6 seconds.
 JK0453
 JK0453.The orthometric height was determined by differential leveling
 JK0453.and adjusted by the National Geodetic Survey in June 1991..
 JK0453
 JK0453.The geoid height was determined by GEOID03.
 JK0453
 JK0453.The dynamic height is computed by dividing the NAVD 88
 JK0453.geopotential number by the normal gravity value computed on the
 JK0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0453.degrees latitude (g = 980.6199 gals.).
 JK0453
 JK0453.The modeled gravity was interpolated from observed gravity values.
 JK0453
 JK0453;                    North         East    Units  Estimated Accuracy
 JK0453;SPC CO C     -   399,870.      915,200.      MT  (+/- 180 meters Scaled)
 JK0453
 JK0453                          SUPERSEDED SURVEY CONTROL
 JK0453
 JK0453  NGVD 29 (??/??/92) 2517.077  (m)         8258.11   (f) ADJ UNCH    2 0
 JK0453
 JK0453.Superseded values are not recommended for survey control.
 JK0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0453.See file dsdata.txt to determine how the superseded data were derived.
 JK0453
 JK0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC573824(NAD 83)
 JK0453_MARKER: DB = BENCH MARK DISK
 JK0453_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JK0453_SP_SET: BRIDGE
 JK0453_STAMPING: M 287 1951
 JK0453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0453
 JK0453  HISTORY     - Date     Condition        Report By
 JK0453  HISTORY     - 1951     MONUMENTED       CGS
 JK0453  HISTORY     - 1976     GOOD             USGS
 JK0453
 JK0453                          STATION DESCRIPTION
 JK0453
 JK0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0453'5.2 MI SE FROM GUFFEY.
 JK0453'1.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 JK0453'GUFFEY, THENCE 3.85 MILES SOUTHEAST ALONG STATE HIGHWAY 9, 33
 JK0453'FEET SOUTHWEST OF THE CENTER OF A CATTLE GUARD, 13 FEET SOUTH
 JK0453'OF A FENCE, 9 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 JK0453'SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHEAST WINGWALL
 JK0453'OF A CONCRETE BRIDGE.
 JK0453
 JK0453                          STATION RECOVERY (1976)
 JK0453
 JK0453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JK0453'GUFFEY, 1.4 MI SOUTH OF ALONG A GRADED RD., THENCE 4.7 MI SOUTH ALONG
 JK0453'STATE HWY. 9, THENCE 0.1 MI SE. ALONG A GRADED RD., AT A DRAIN
 JK0453'CROSSING, 8 FT NORTH OF AND 1 FT HIGHER THAN C/L RD., SET IN THE TOP
 JK0453'OF THE SW. END OF THE NE. CONCRETE HEADWALL OF A CULVERT. A STANDARD
 JK0453'TABLET STAMPED M-287 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0742 ***********************************************************************
 JK0742  DESIGNATION -  M 288
 JK0742  PID         -  JK0742
 JK0742  STATE/COUNTY-  CO/PARK
 JK0742  USGS QUAD   -  THIRTYNINE MILE MOUNTAIN (1984)
 JK0742
 JK0742                         *CURRENT SURVEY CONTROL
 JK0742  ___________________________________________________________________
 JK0742* NAD 83(1986)-  38 46 22.     (N)    105 33 53.     (W)     SCALED    
 JK0742* NAVD 88     -      2669.450  (meters)    8758.02   (feet)  ADJUSTED  
 JK0742  ___________________________________________________________________
 JK0742  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 JK0742  DYNAMIC HT  -        2666.117 (meters)    8747.09  (feet)  COMP
 JK0742  MODELED GRAV-     979,282.5   (mgal)                       NAVD 88
 JK0742
 JK0742  VERT ORDER  -  SECOND    CLASS 0
 JK0742
 JK0742.The horizontal coordinates were scaled from a topographic map and have
 JK0742.an estimated accuracy of +/- 6 seconds.
 JK0742
 JK0742.The orthometric height was determined by differential leveling
 JK0742.and adjusted by the National Geodetic Survey in June 1991..
 JK0742
 JK0742.The geoid height was determined by GEOID03.
 JK0742
 JK0742.The dynamic height is computed by dividing the NAVD 88
 JK0742.geopotential number by the normal gravity value computed on the
 JK0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0742.degrees latitude (g = 980.6199 gals.).
 JK0742
 JK0742.The modeled gravity was interpolated from observed gravity values.
 JK0742
 JK0742;                    North         East    Units  Estimated Accuracy
 JK0742;SPC CO C     -   409,090.      908,780.      MT  (+/- 180 meters Scaled)
 JK0742
 JK0742                          SUPERSEDED SURVEY CONTROL
 JK0742
 JK0742  NGVD 29 (??/??/92) 2667.993  (m)         8753.24   (f) ADJ UNCH    2 0
 JK0742
 JK0742.Superseded values are not recommended for survey control.
 JK0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0742.See file dsdata.txt to determine how the superseded data were derived.
 JK0742
 JK0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC509917(NAD 83)
 JK0742_MARKER: DB = BENCH MARK DISK
 JK0742_SETTING: 80 = SET IN A BOULDER
 JK0742_SP_SET: BOULDER
 JK0742_STAMPING: M 288 1951
 JK0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0742+STABILITY: SURFACE MOTION
 JK0742
 JK0742  HISTORY     - Date     Condition        Report By
 JK0742  HISTORY     - 1951     MONUMENTED       CGS
 JK0742  HISTORY     - 1976     GOOD             USGS
 JK0742
 JK0742                          STATION DESCRIPTION
 JK0742
 JK0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0742'5 MI NW FROM GUFFEY.
 JK0742'1.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 JK0742'GUFFEY, THENCE 3.6 MILES NORTHWEST ALONG STATE HIGHWAY 9, 97 FEET
 JK0742'WEST OF THE CENTER LINE OF THE HIGHWAY, 45 FEET WEST OF A FENCE,
 JK0742'30 FEET ABOVE THE LEVEL OF THE HIGHWAY, 0.6 FOOT ABOVE THE GROUND,
 JK0742'SET IN THE TOP OF A LARGE GRANITE BOULDER.
 JK0742
 JK0742                          STATION RECOVERY (1976)
 JK0742
 JK0742'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JK0742'1.4 MILES SOUTH ALONG GRAVELED ROAD FROM THE POST OFFICE AT GUFFEY,
 JK0742'THENCE 3.5 MILES NORTHWEST ALONG STATE HIGHWAY 9, AT THIS POINT THE
 JK0742'HIGHWAY HAS BEEN CHANGED AND TURNS WEST FROM THE OLD HIGHWAY, FOLLOW
 JK0742'THE OLD HIGHWAY ROADBED 0.1 MILES TO THE NORTHEAST SIDE OF A SMALL
 JK0742'HILL 97 FEET WEST OF THE CENTERLINE OF THE OLD HIGHWAY, 4 FEET SOUTH
 JK0742'AND 34 FEET WEST OF A LONE PINE TREE, 30 FEET ABOVE THE LEVEL OF THE
 JK0742'OLD ROAD, 0.6 FOOT ABOVE THE GROUND, SET IN THE TOP OF A LARGE
 JK0742'GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0512 ***********************************************************************
 JK0512  DESIGNATION -  M 289
 JK0512  PID         -  JK0512
 JK0512  STATE/COUNTY-  CO/FREMONT
 JK0512  USGS QUAD   -  MC INTYRE HILLS (1980)
 JK0512
 JK0512                         *CURRENT SURVEY CONTROL
 JK0512  ___________________________________________________________________
 JK0512* NAD 83(1986)-  38 28 37.     (N)    105 26 07.     (W)     SCALED    
 JK0512* NAVD 88     -      1770.309  (meters)    5808.09   (feet)  ADJUSTED  
 JK0512  ___________________________________________________________________
 JK0512  GEOID HEIGHT-         -15.40  (meters)                     GEOID03
 JK0512  DYNAMIC HT  -        1768.321 (meters)    5801.57  (feet)  COMP
 JK0512  MODELED GRAV-     979,443.9   (mgal)                       NAVD 88
 JK0512
 JK0512  VERT ORDER  -  FIRST     CLASS II
 JK0512
 JK0512.The horizontal coordinates were scaled from a topographic map and have
 JK0512.an estimated accuracy of +/- 6 seconds.
 JK0512
 JK0512.The orthometric height was determined by differential leveling
 JK0512.and adjusted by the National Geodetic Survey in June 1991..
 JK0512
 JK0512.The geoid height was determined by GEOID03.
 JK0512
 JK0512.The dynamic height is computed by dividing the NAVD 88
 JK0512.geopotential number by the normal gravity value computed on the
 JK0512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0512.degrees latitude (g = 980.6199 gals.).
 JK0512
 JK0512.The modeled gravity was interpolated from observed gravity values.
 JK0512
 JK0512;                    North         East    Units  Estimated Accuracy
 JK0512;SPC CO C     -   376,250.      920,050.      MT  (+/- 180 meters Scaled)
 JK0512
 JK0512                          SUPERSEDED SURVEY CONTROL
 JK0512
 JK0512  NGVD 29 (??/??/92) 1769.145  (m)         5804.27   (f) ADJ UNCH    1 2
 JK0512
 JK0512.Superseded values are not recommended for survey control.
 JK0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0512.See file dsdata.txt to determine how the superseded data were derived.
 JK0512
 JK0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC620588(NAD 83)
 JK0512_MARKER: DB = BENCH MARK DISK
 JK0512_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JK0512_SP_SET: ABUTMENT
 JK0512_STAMPING: M 289 1951
 JK0512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0512
 JK0512  HISTORY     - Date     Condition        Report By
 JK0512  HISTORY     - 1951     MONUMENTED       CGS
 JK0512  HISTORY     - 1953     GOOD             NGS
 JK0512  HISTORY     - 1979     GOOD             USGS
 JK0512
 JK0512                          STATION DESCRIPTION
 JK0512
 JK0512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0512'2.1 MI SW FROM PARKDALE.
 JK0512'2.1 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0512'FROM THE STATION AT PARKDALE, 5 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 JK0512'SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT
 JK0512'OF BRIDGE 173.26.
 JK0512
 JK0512                          STATION RECOVERY (1979)
 JK0512
 JK0512'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JK0512'2.1 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0512'FROM THE SECTION HOUSE AT PARKDALE SIDING, 5 FEET SOUTHEAST OF THE
 JK0512'SOUTHEAST RAIL, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 JK0512'CONCRETE ABUTMENT OF BRIDGE 173,26.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0399 ***********************************************************************
 KL0399  DESIGNATION -  M 29
 KL0399  PID         -  KL0399
 KL0399  STATE/COUNTY-  CO/ROUTT
 KL0399  USGS QUAD   -  MC COY (1972)
 KL0399
 KL0399                         *CURRENT SURVEY CONTROL
 KL0399  ___________________________________________________________________
 KL0399* NAD 83(1986)-  39 56 14.     (N)    106 42 51.     (W)     SCALED    
 KL0399* NAVD 88     -      2232.548  (meters)    7324.62   (feet)  ADJUSTED  
 KL0399  ___________________________________________________________________
 KL0399  GEOID HEIGHT-         -12.98  (meters)                     GEOID03
 KL0399  DYNAMIC HT  -        2230.141 (meters)    7316.72  (feet)  COMP
 KL0399  MODELED GRAV-     979,468.3   (mgal)                       NAVD 88
 KL0399
 KL0399  VERT ORDER  -  FIRST     CLASS II
 KL0399
 KL0399.The horizontal coordinates were scaled from a topographic map and have
 KL0399.an estimated accuracy of +/- 6 seconds.
 KL0399
 KL0399.The orthometric height was determined by differential leveling
 KL0399.and adjusted by the National Geodetic Survey in June 1991..
 KL0399
 KL0399.The geoid height was determined by GEOID03.
 KL0399
 KL0399.The dynamic height is computed by dividing the NAVD 88
 KL0399.geopotential number by the normal gravity value computed on the
 KL0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0399.degrees latitude (g = 980.6199 gals.).
 KL0399
 KL0399.The modeled gravity was interpolated from observed gravity values.
 KL0399
 KL0399;                    North         East    Units  Estimated Accuracy
 KL0399;SPC CO N     -   372,560.      810,630.      MT  (+/- 180 meters Scaled)
 KL0399
 KL0399                          SUPERSEDED SURVEY CONTROL
 KL0399
 KL0399  NGVD 29 (??/??/92) 2231.180  (m)         7320.13   (f) ADJ UNCH    1 2
 KL0399
 KL0399.Superseded values are not recommended for survey control.
 KL0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0399.See file dsdata.txt to determine how the superseded data were derived.
 KL0399
 KL0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCE535221(NAD 83)
 KL0399_MARKER: DB = BENCH MARK DISK
 KL0399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0399_STAMPING: M 29 1933
 KL0399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0399+STABILITY: SURFACE MOTION
 KL0399
 KL0399  HISTORY     - Date     Condition        Report By
 KL0399  HISTORY     - 1933     MONUMENTED       CGS
 KL0399
 KL0399                          STATION DESCRIPTION
 KL0399
 KL0399'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KL0399'0.8 MI N FROM MCCOY.
 KL0399'IN ROUTT CO., ABOUT 0.8 MILE NORTH ALONG THE DENVER AND SALT LAKE
 KL0399'RAILWAY FROM THE STATION AT MCCOY, EAGLE CO., ABOUT 6 POLES NORTH OF
 KL0399'THE MILEPOST 135, AT THE CROSSING OF THE MCCOY-VOLCANO ROAD, 36.5 FEET
 KL0399'WEST OF THE CENTER LINE OF THE ROAD, 23.6 FEET SOUTH OF THE SOUTH
 KL0399'RAIL, AND 3.8 FEET NORTH OF THE RIGHT OF WAY FENCE.  A STANDARD DISK,
 KL0399'STAMPED M 29 1933 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0396 ***********************************************************************
 JK0396  DESIGNATION -  M 290
 JK0396  PID         -  JK0396
 JK0396  STATE/COUNTY-  CO/TELLER
 JK0396  USGS QUAD   -  WRIGHTS RESERVOIR (1994)
 JK0396
 JK0396                         *CURRENT SURVEY CONTROL
 JK0396  ___________________________________________________________________
 JK0396* NAD 83(1986)-  38 46 04.     (N)    105 18 56.     (W)     SCALED    
 JK0396* NAVD 88     -      2437.879  (meters)    7998.27   (feet)  ADJUSTED  
 JK0396  ___________________________________________________________________
 JK0396  GEOID HEIGHT-         -14.39  (meters)                     GEOID03
 JK0396  DYNAMIC HT  -        2434.993 (meters)    7988.81  (feet)  COMP
 JK0396  MODELED GRAV-     979,355.7   (mgal)                       NAVD 88
 JK0396
 JK0396  VERT ORDER  -  SECOND    CLASS 0
 JK0396
 JK0396.The horizontal coordinates were scaled from a topographic map and have
 JK0396.an estimated accuracy of +/- 6 seconds.
 JK0396
 JK0396.The orthometric height was determined by differential leveling
 JK0396.and adjusted by the National Geodetic Survey in June 1991..
 JK0396
 JK0396.The geoid height was determined by GEOID03.
 JK0396
 JK0396.The dynamic height is computed by dividing the NAVD 88
 JK0396.geopotential number by the normal gravity value computed on the
 JK0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0396.degrees latitude (g = 980.6199 gals.).
 JK0396
 JK0396.The modeled gravity was interpolated from observed gravity values.
 JK0396
 JK0396;                    North         East    Units  Estimated Accuracy
 JK0396;SPC CO C     -   408,550.      930,430.      MT  (+/- 180 meters Scaled)
 JK0396
 JK0396                          SUPERSEDED SURVEY CONTROL
 JK0396
 JK0396  NGVD 29 (??/??/92) 2436.597  (m)         7994.07   (f) ADJ UNCH    2 0
 JK0396
 JK0396.Superseded values are not recommended for survey control.
 JK0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0396.See file dsdata.txt to determine how the superseded data were derived.
 JK0396
 JK0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC725910(NAD 83)
 JK0396_MARKER: DB = BENCH MARK DISK
 JK0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0396_STAMPING: M 290 1951
 JK0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0396+STABILITY: SURFACE MOTION
 JK0396
 JK0396  HISTORY     - Date     Condition        Report By
 JK0396  HISTORY     - 1951     MONUMENTED       CGS
 JK0396  HISTORY     - 1976     GOOD             USGS
 JK0396
 JK0396                          STATION DESCRIPTION
 JK0396
 JK0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0396'13.2 MI NE FROM GUFFEY.
 JK0396'13.15 MILES NORTHEAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 JK0396'GUFFEY, 0.2 MILE EAST OF A PRIVATE DRIVEWAY LEADING NORTH, 71 FEET
 JK0396'SOUTH OF THE CENTER OF A WIRE GATE, 70 FEET NORTH OF THE CENTER LINE
 JK0396'OF THE ROAD, 19 FEET SOUTHEAST OF A TELEPHONE POLE, 3 FEET WEST OF
 JK0396'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 JK0396'0.8 FOOT ABOVE THE GROUND.
 JK0396
 JK0396                          STATION RECOVERY (1976)
 JK0396
 JK0396'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JK0396'GUFFEY, 13.15 MILES NORTHEAST OF ALONG A GRAVELED ROAD, 0.2 MI EAST
 JK0396'OF SOME RANCH BUILDINGS, 0.1 MI NORTHEAST OF A CURVE, 240 FT WEST OF
 JK0396'A GROVE OF PINES ON THE NORTHWEST SIDE OF THE ROAD, 66 FT NORTHWEST
 JK0396'OF AND 2.8 FT LOWER THAN C/L ROAD, 20 FT NORTHWEST OF RIGHT-OF-WAY
 JK0396'FENCE, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.8 FT ABOVE
 JK0396'GROUND. A STANDARD TABLET STAMPED M 290 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0425 ***********************************************************************
 JK0425  DESIGNATION -  M 291
 JK0425  PID         -  JK0425
 JK0425  STATE/COUNTY-  CO/TELLER
 JK0425  USGS QUAD   -  BIG BULL MOUNTAIN (1994)
 JK0425
 JK0425                         *CURRENT SURVEY CONTROL
 JK0425  ___________________________________________________________________
 JK0425* NAD 83(1992)-  38 43 37.18349(N)    105 03 21.33231(W)     ADJUSTED  
 JK0425* NAVD 88     -      2935.441  (meters)    9630.69   (feet)  ADJUSTED  
 JK0425  ___________________________________________________________________
 JK0425  X           -  -1,294,814.200 (meters)                     COMP
 JK0425  Y           -  -4,813,513.833 (meters)                     COMP
 JK0425  Z           -   3,970,545.711 (meters)                     COMP
 JK0425  LAPLACE CORR-          -8.58  (seconds)                    DEFLEC99
 JK0425  ELLIP HEIGHT-        2920.38  (meters)          (12/03/02) GPS OBS
 JK0425  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 JK0425  DYNAMIC HT  -        2931.748 (meters)    9618.58  (feet)  COMP
 JK0425  MODELED GRAV-     979,261.9   (mgal)                       NAVD 88
 JK0425
 JK0425  HORZ ORDER  -  FIRST
 JK0425  VERT ORDER  -  SECOND    CLASS 0
 JK0425  ELLP ORDER  -  FOURTH    CLASS II
 JK0425
 JK0425.The horizontal coordinates were established by GPS observations
 JK0425.and adjusted by the National Geodetic Survey in October 1997..
 JK0425
 JK0425.The orthometric height was determined by differential leveling
 JK0425.and adjusted by the National Geodetic Survey in June 1991..
 JK0425
 JK0425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK0425
 JK0425.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0425
 JK0425.The ellipsoidal height was determined by GPS observations
 JK0425.and is referenced to NAD 83.
 JK0425
 JK0425.The geoid height was determined by GEOID03.
 JK0425
 JK0425.The dynamic height is computed by dividing the NAVD 88
 JK0425.geopotential number by the normal gravity value computed on the
 JK0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0425.degrees latitude (g = 980.6199 gals.).
 JK0425
 JK0425.The modeled gravity was interpolated from observed gravity values.
 JK0425
 JK0425;                    North         East     Units Scale Factor Converg.
 JK0425;SPC CO C     -   404,097.809   953,015.973   MT  0.99995709   +0 16 48.3
 JK0425;SPC CO C     - 1,325,777.56  3,126,686.57   sFT  0.99995709   +0 16 48.3
 JK0425;UTM  13      - 4,286,483.165   495,138.746   MT  0.99960029   -0 02 06.0
 JK0425
 JK0425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0425!SPC CO C     -   0.99954200  x   0.99995709  =   0.99949911
 JK0425!UTM  13      -   0.99954200  x   0.99960029  =   0.99914247
 JK0425
 JK0425                          SUPERSEDED SURVEY CONTROL
 JK0425
 JK0425  ELLIP H (10/31/97) 2920.40   (m)                       GP(       ) 4 1
 JK0425  NAVD 88 (10/31/97) 2935.44   (m)         9630.7    (f) LEVELING    3  
 JK0425  NGVD 29 (??/??/92) 2934.060  (m)         9626.16   (f) ADJ UNCH    2 0
 JK0425
 JK0425.Superseded values are not recommended for survey control.
 JK0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0425.See file dsdata.txt to determine how the superseded data were derived.
 JK0425
 JK0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC9513986483(NAD 83)
 JK0425_MARKER: DB = BENCH MARK DISK
 JK0425_SETTING: 66 = SET IN ROCK OUTCROP
 JK0425_SP_SET: BOULDER
 JK0425_STAMPING: M 291 1951
 JK0425_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0425_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0425+STABILITY: POSITION/ELEVATION WELL
 JK0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0425+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1996
 JK0425
 JK0425  HISTORY     - Date     Condition        Report By
 JK0425  HISTORY     - 1951     MONUMENTED       CGS
 JK0425  HISTORY     - 1954     GOOD             NGS
 JK0425  HISTORY     - 19960911 GOOD             CODOT
 JK0425
 JK0425                          STATION DESCRIPTION
 JK0425
 JK0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0425'10 MI E FROM CRIPPLE CREEK.
 JK0425'1.9 MILES NORTH ALONG STATE HIGHWAY 67 FROM THE COURTHOUSE
 JK0425'AT CRIPPLE CREEK, THENCE 8.1 MILES EAST ALONG STATE HIGHWAY 336,
 JK0425'0.25 MILE SOUTHWEST OF A PRIVATE ROAD LEADING NORTHEAST, 48 FEET
 JK0425'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET SOUTHWEST
 JK0425'OF A FENCE, 8 FEET BELOW THE LEVEL OF THE HIGHWAY, 1 FOOT ABOVE
 JK0425'THE GROUND, SET IN THE TOP OF A 3X3 FOOT GRANITE BOULDER.
 JK0425
 JK0425                          STATION RECOVERY (1954)
 JK0425
 JK0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JK0425'RECOVERED IN GOOD CONDITION.
 JK0425
 JK0425                          STATION RECOVERY (1996)
 JK0425
 JK0425'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (RSC)
 JK0425'THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) EAST-SOUTHEAST OF CRIPPLE
 JK0425'CREEK, 5 MI (8.0 KM) EAST-NORTHEAST OF VICTOR AND 4 MI (6.4 KM)
 JK0425'EAST-NORTHEAST OF GOLDFIELD, IN THE .  OWNERSHIP--TELLER COUNTY ROAD
 JK0425'RIGHT-OF-WAY  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 JK0425'HIGHWAY 67 AND TELLER COUNTY ROAD 81 ABOUT 3.5 AIRLINE MILES NORTHEAST
 JK0425'FROM CRIPPLE CREEK AT THE TINY TOWN OF GILLETT, GO SOUTH ON TELLER
 JK0425'COUNTY ROAD 81 FOR 3.1 MI (5.0 KM) TO A SIDE ROAD LEFT, TELLER COUNTY
 JK0425'ROAD 8 (GOLD CAMP ROAD) .  TURN LEFT, EAST, ON TELLER COUNTY ROAD 8,
 JK0425'GOLD CAMP ROAD, FOR 4.15 MI (6.68 KM) TO THE STATION ON THE RIGHT  THE
 JK0425'MARK IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN A 1.5 M (4.9 FT)
 JK0425'BY 1.5 M (4.9 FT) GRANITE OUTCROP IN A ROCKY AREA.  IT IS 13.6 M (44.6
 JK0425'FT) SOUTHWEST FROM THE CENTER OF THE ROAD, 6.5 M (21.3 FT) SOUTHWEST
 JK0425'FROM A WITNESS POST AND 1.3 M (4.3 FT) SOUTHWEST FROM A FENCE AND
 JK0425'ABOUT 2.5 M (8.2 FT) BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0817 ***********************************************************************
 JK0817  DESIGNATION -  M 292
 JK0817  PID         -  JK0817
 JK0817  STATE/COUNTY-  CO/EL PASO
 JK0817  USGS QUAD   -  MOUNT BIG CHIEF (1994)
 JK0817
 JK0817                         *CURRENT SURVEY CONTROL
 JK0817  ___________________________________________________________________
 JK0817* NAD 83(1986)-  38 44 31.     (N)    104 54 03.     (W)     SCALED    
 JK0817* NAVD 88     -      2692.829  (meters)    8834.72   (feet)  ADJUSTED  
 JK0817  ___________________________________________________________________
 JK0817  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 JK0817  DYNAMIC HT  -        2689.558 (meters)    8823.99  (feet)  COMP
 JK0817  MODELED GRAV-     979,314.5   (mgal)                       NAVD 88
 JK0817
 JK0817  VERT ORDER  -  SECOND    CLASS 0
 JK0817
 JK0817.The horizontal coordinates were scaled from a topographic map and have
 JK0817.an estimated accuracy of +/- 6 seconds.
 JK0817
 JK0817.The orthometric height was determined by differential leveling
 JK0817.and adjusted by the National Geodetic Survey in June 1991..
 JK0817
 JK0817.The geoid height was determined by GEOID03.
 JK0817
 JK0817.The dynamic height is computed by dividing the NAVD 88
 JK0817.geopotential number by the normal gravity value computed on the
 JK0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0817.degrees latitude (g = 980.6199 gals.).
 JK0817
 JK0817.The modeled gravity was interpolated from observed gravity values.
 JK0817
 JK0817;                    North         East    Units  Estimated Accuracy
 JK0817;SPC CO C     -   405,840.      966,490.      MT  (+/- 180 meters Scaled)
 JK0817
 JK0817                          SUPERSEDED SURVEY CONTROL
 JK0817
 JK0817  NGVD 29 (??/??/92) 2691.538  (m)         8830.49   (f) ADJ UNCH    2 0
 JK0817
 JK0817.Superseded values are not recommended for survey control.
 JK0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0817.See file dsdata.txt to determine how the superseded data were derived.
 JK0817
 JK0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC086881(NAD 83)
 JK0817_MARKER: DB = BENCH MARK DISK
 JK0817_SETTING: 66 = SET IN ROCK OUTCROP
 JK0817_SP_SET: ROCK OUTCROP
 JK0817_STAMPING: M 292 1951
 JK0817_MARK LOGO: CGS   
 JK0817_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK0817_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0817+STABILITY: POSITION/ELEVATION WELL
 JK0817
 JK0817  HISTORY     - Date     Condition        Report By
 JK0817  HISTORY     - 1951     MONUMENTED       CGS
 JK0817  HISTORY     - 19541118 GOOD             CGS
 JK0817
 JK0817                          STATION DESCRIPTION
 JK0817
 JK0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JK0817'2.6 MILES (4.2 KM) NORTHWEST ALONG US HIGHWAY 24 FROM THE POST OFFICE
 JK0817'IN COLORADO SPRINGS, THENCE 1.6 MILES (2.6 KM) SOUTHWEST ALONG STATE
 JK0817'HIGHWAY 336, THENCE 5.35 MILES (8.61 KM) SOUTHWEST ALONG A GRAVELED
 JK0817'ROAD, THENCE 7.3 MILES (11.7 KM) SOUTHWEST ALONG STATE HIGHWAY 336,
 JK0817'40 FEET (12.2 M) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, ON THE
 JK0817'OUTSIDE OF A CURVE IN THE HIGHWAY, 30 FEET (9.1 M) SOUTHEAST OF A 20
 JK0817'INCH PINE TREE, 2 FEET (0.6 M) ABOVE THE GROUND, SET IN THE TOP OF A
 JK0817'LARGE GRANITE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0798 ***********************************************************************
 KK0798  DESIGNATION -  M 293
 KK0798  PID         -  KK0798
 KK0798  STATE/COUNTY-  CO/TELLER
 KK0798  USGS QUAD   -  MOUNT DECEPTION (1984)
 KK0798
 KK0798                         *CURRENT SURVEY CONTROL
 KK0798  ___________________________________________________________________
 KK0798* NAD 83(1986)-  39 05 25.     (N)    105 03 42.     (W)     SCALED    
 KK0798* NAVD 88     -      2551.952  (meters)    8372.53   (feet)  ADJUSTED  
 KK0798  ___________________________________________________________________
 KK0798  GEOID HEIGHT-         -14.92  (meters)                     GEOID03
 KK0798  DYNAMIC HT  -        2548.972 (meters)    8362.75  (feet)  COMP
 KK0798  MODELED GRAV-     979,366.6   (mgal)                       NAVD 88
 KK0798
 KK0798  VERT ORDER  -  SECOND    CLASS 0
 KK0798
 KK0798.The horizontal coordinates were scaled from a topographic map and have
 KK0798.an estimated accuracy of +/- 6 seconds.
 KK0798
 KK0798.The orthometric height was determined by differential leveling
 KK0798.and adjusted by the National Geodetic Survey in June 1991..
 KK0798
 KK0798.The geoid height was determined by GEOID03.
 KK0798
 KK0798.The dynamic height is computed by dividing the NAVD 88
 KK0798.geopotential number by the normal gravity value computed on the
 KK0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0798.degrees latitude (g = 980.6199 gals.).
 KK0798
 KK0798.The modeled gravity was interpolated from observed gravity values.
 KK0798
 KK0798;                    North         East    Units  Estimated Accuracy
 KK0798;SPC CO C     -   444,420.      952,320.      MT  (+/- 180 meters Scaled)
 KK0798
 KK0798                          SUPERSEDED SURVEY CONTROL
 KK0798
 KK0798  NGVD 29 (??/??/92) 2550.669  (m)         8368.32   (f) ADJ UNCH    2 0
 KK0798
 KK0798.Superseded values are not recommended for survey control.
 KK0798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0798.See file dsdata.txt to determine how the superseded data were derived.
 KK0798
 KK0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD946267(NAD 83)
 KK0798_MARKER: DB = BENCH MARK DISK
 KK0798_SETTING: 80 = SET IN A BOULDER
 KK0798_STAMPING: M 293 1952
 KK0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0798+STABILITY: SURFACE MOTION
 KK0798
 KK0798  HISTORY     - Date     Condition        Report By
 KK0798  HISTORY     - 1952     MONUMENTED       CGS
 KK0798
 KK0798                          STATION DESCRIPTION
 KK0798
 KK0798'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0798'8.5 MI SE FROM WEST CREEK.
 KK0798'0.3 MILE SOUTHEAST ALONG A WINDING GRAVELED ROAD FROM THE GRADE
 KK0798'SCHOOL AT WEST CREEK, THENCE 6.0 MILES SOUTHEAST ALONG STATE HIGHWAY
 KK0798'67, THENCE 2.2 MILES EAST ALONG A WINDING MOUNTAIN ROAD, IN A GROVE
 KK0798'OF ASPEN TREES, 14 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 48 FEET
 KK0798'NORTH OF THE NORTH BANK OF A SMALL STREAM, SET IN THE TOP OF THE
 KK0798'CENTER OF A 4X4 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0265 ***********************************************************************
 KK0265  DESIGNATION -  M 294
 KK0265  PID         -  KK0265
 KK0265  STATE/COUNTY-  CO/EL PASO
 KK0265  USGS QUAD   -  PALMER LAKE (1994)
 KK0265
 KK0265                         *CURRENT SURVEY CONTROL
 KK0265  ___________________________________________________________________
 KK0265* NAD 83(1986)-  39 04 33.     (N)    104 55 01.     (W)     SCALED    
 KK0265* NAVD 88     -      2331.245  (meters)    7648.43   (feet)  ADJUSTED  
 KK0265  ___________________________________________________________________
 KK0265  GEOID HEIGHT-         -15.86  (meters)                     GEOID03
 KK0265  DYNAMIC HT  -        2328.602 (meters)    7639.76  (feet)  COMP
 KK0265  MODELED GRAV-     979,409.4   (mgal)                       NAVD 88
 KK0265
 KK0265  VERT ORDER  -  SECOND    CLASS 0
 KK0265
 KK0265.The horizontal coordinates were scaled from a topographic map and have
 KK0265.an estimated accuracy of +/- 6 seconds.
 KK0265
 KK0265.The orthometric height was determined by differential leveling
 KK0265.and adjusted by the National Geodetic Survey in June 1991..
 KK0265
 KK0265.The geoid height was determined by GEOID03.
 KK0265
 KK0265.The dynamic height is computed by dividing the NAVD 88
 KK0265.geopotential number by the normal gravity value computed on the
 KK0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0265.degrees latitude (g = 980.6199 gals.).
 KK0265
 KK0265.The modeled gravity was interpolated from observed gravity values.
 KK0265
 KK0265;                    North         East    Units  Estimated Accuracy
 KK0265;SPC CO C     -   442,890.      964,850.      MT  (+/- 180 meters Scaled)
 KK0265
 KK0265                          SUPERSEDED SURVEY CONTROL
 KK0265
 KK0265  NGVD 29 (??/??/92) 2330.017  (m)         7644.40   (f) ADJ UNCH    2 0
 KK0265
 KK0265.Superseded values are not recommended for survey control.
 KK0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0265.See file dsdata.txt to determine how the superseded data were derived.
 KK0265
 KK0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED071251(NAD 83)
 KK0265_MARKER: DB = BENCH MARK DISK
 KK0265_SETTING: 80 = SET IN A BOULDER
 KK0265_STAMPING: M 294 1952
 KK0265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0265+STABILITY: SURFACE MOTION
 KK0265
 KK0265  HISTORY     - Date     Condition        Report By
 KK0265  HISTORY     - 1952     MONUMENTED       CGS
 KK0265
 KK0265                          STATION DESCRIPTION
 KK0265
 KK0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0265'4 MI W FROM MONUMENT.
 KK0265'0.9 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE GRADE SCHOOL AT
 KK0265'MONUMENT, THENCE 3.1 MILES WEST ALONG A GRAVELED ROAD, ON THE
 KK0265'INSIDE OF A CURVE IN THE ROAD, IN A GROVE OF 10 INCH PINE TREES,
 KK0265'14 FEET WEST OF THE CENTER LINE OF THE ROAD, 4 FEET ABOVE THE
 KK0265'LEVEL OF THE ROAD, 4 FEET ABOVE THE GROUND, SET IN THE TOP OF THE
 KK0265'CENTER OF A 6X6 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0326 ***********************************************************************
 JK0326  DESIGNATION -  M 295
 JK0326  PID         -  JK0326
 JK0326  STATE/COUNTY-  CO/EL PASO
 JK0326  USGS QUAD   -  TIMBER MOUNTAIN (1994)
 JK0326
 JK0326                         *CURRENT SURVEY CONTROL
 JK0326  ___________________________________________________________________
 JK0326* NAD 83(1986)-  38 35 23.     (N)    104 50 44.     (W)     SCALED    
 JK0326* NAVD 88     -      1867.440  (meters)    6126.76   (feet)  ADJUSTED  
 JK0326  ___________________________________________________________________
 JK0326  GEOID HEIGHT-         -17.42  (meters)                     GEOID03
 JK0326  DYNAMIC HT  -        1865.382 (meters)    6120.01  (feet)  COMP
 JK0326  MODELED GRAV-     979,460.5   (mgal)                       NAVD 88
 JK0326
 JK0326  VERT ORDER  -  SECOND    CLASS 0
 JK0326
 JK0326.The horizontal coordinates were scaled from a topographic map and have
 JK0326.an estimated accuracy of +/- 6 seconds.
 JK0326
 JK0326.The orthometric height was determined by differential leveling
 JK0326.and adjusted by the National Geodetic Survey in June 1991..
 JK0326
 JK0326.The geoid height was determined by GEOID03.
 JK0326
 JK0326.The dynamic height is computed by dividing the NAVD 88
 JK0326.geopotential number by the normal gravity value computed on the
 JK0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0326.degrees latitude (g = 980.6199 gals.).
 JK0326
 JK0326.The modeled gravity was interpolated from observed gravity values.
 JK0326
 JK0326;                    North         East    Units  Estimated Accuracy
 JK0326;SPC CO C     -   388,970.      971,420.      MT  (+/- 180 meters Scaled)
 JK0326
 JK0326                          SUPERSEDED SURVEY CONTROL
 JK0326
 JK0326  NGVD 29 (??/??/92) 1866.403  (m)         6123.36   (f) ADJ UNCH    2 0
 JK0326
 JK0326.Superseded values are not recommended for survey control.
 JK0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0326.See file dsdata.txt to determine how the superseded data were derived.
 JK0326
 JK0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC134712(NAD 83)
 JK0326_MARKER: DB = BENCH MARK DISK
 JK0326_SETTING: 66 = SET IN ROCK OUTCROP
 JK0326_SP_SET: ROCK OUTCROP
 JK0326_STAMPING: M 295 1952
 JK0326_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0326+STABILITY: POSITION/ELEVATION WELL
 JK0326
 JK0326  HISTORY     - Date     Condition        Report By
 JK0326  HISTORY     - 1952     MONUMENTED       CGS
 JK0326  HISTORY     - 1970     MARK NOT FOUND   LOCENG
 JK0326
 JK0326                          STATION DESCRIPTION
 JK0326
 JK0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JK0326'18.9 MI SE FROM COLORADO SPRINGS.
 JK0326'2.1 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 JK0326'COLORADO SPRINGS, THENCE 13.55 MILES SOUTHWEST ALONG STATE HIGHWAY
 JK0326'115, THENCE 3.25 MILES SOUTHEAST ALONG THE LYTLE ROAD, 150 FEET
 JK0326'NORTHWEST OF A SMALL TOOL HOUSE, 50 FEET SOUTHEAST OF THE SOUTHEAST
 JK0326'END OF A LONG CHICKEN HOUSE, 27 FEET SOUTHWEST OF THE CENTER LINE
 JK0326'OF THE ROAD, 4 FEET BELOW THE LEVEL OF THE ROAD, SET IN THE TOP OF
 JK0326'A LARGE ROCK OUTCROP.
 JK0326
 JK0326                          STATION RECOVERY (1970)
 JK0326
 JK0326'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 JK0326'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0229 ***********************************************************************
 LM0229  DESIGNATION -  M 296
 LM0229  PID         -  LM0229
 LM0229  STATE/COUNTY-  CO/GRAND
 LM0229  USGS QUAD   -  WHITELEY PEAK (1956)
 LM0229
 LM0229                         *CURRENT SURVEY CONTROL
 LM0229  ___________________________________________________________________
 LM0229* NAD 83(1986)-  40 17 02.     (N)    106 28 06.     (W)     SCALED    
 LM0229* NAVD 88     -      2377.882  (meters)    7801.43   (feet)  ADJUSTED  
 LM0229  ___________________________________________________________________
 LM0229  GEOID HEIGHT-         -12.26  (meters)                     GEOID03
 LM0229  DYNAMIC HT  -        2375.315 (meters)    7793.01  (feet)  COMP
 LM0229  MODELED GRAV-     979,460.4   (mgal)                       NAVD 88
 LM0229
 LM0229  VERT ORDER  -  SECOND    CLASS 0
 LM0229
 LM0229.The horizontal coordinates were scaled from a topographic map and have
 LM0229.an estimated accuracy of +/- 6 seconds.
 LM0229
 LM0229.The orthometric height was determined by differential leveling
 LM0229.and adjusted by the National Geodetic Survey in June 1991..
 LM0229
 LM0229.The geoid height was determined by GEOID03.
 LM0229
 LM0229.The dynamic height is computed by dividing the NAVD 88
 LM0229.geopotential number by the normal gravity value computed on the
 LM0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0229.degrees latitude (g = 980.6199 gals.).
 LM0229
 LM0229.The modeled gravity was interpolated from observed gravity values.
 LM0229
 LM0229;                    North         East    Units  Estimated Accuracy
 LM0229;SPC CO N     -   410,790.      832,060.      MT  (+/- 180 meters Scaled)
 LM0229
 LM0229                          SUPERSEDED SURVEY CONTROL
 LM0229
 LM0229  NGVD 29 (??/??/92) 2376.514  (m)         7796.95   (f) ADJ UNCH    2 0
 LM0229
 LM0229.Superseded values are not recommended for survey control.
 LM0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0229.See file dsdata.txt to determine how the superseded data were derived.
 LM0229
 LM0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE751603(NAD 83)
 LM0229_MARKER: DB = BENCH MARK DISK
 LM0229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0229_SP_SET: CULVERT
 LM0229_STAMPING: M 296 1951
 LM0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0229
 LM0229  HISTORY     - Date     Condition        Report By
 LM0229  HISTORY     - 1951     MONUMENTED       CGS
 LM0229
 LM0229                          STATION DESCRIPTION
 LM0229
 LM0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LM0229'17.25 MI NW FROM KREMMLING.
 LM0229'17.25 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LM0229'KREMMLING, 24 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, ALONG THE
 LM0229'NORTH EDGE OF A HAY MEADOW, SET IN THE TOP OF THE CENTER OF THE SOUTH
 LM0229'HEADWALL OF A 10 FOOT CONCRETE CULVERT UNDER THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0061 ***********************************************************************
 KL0061  DESIGNATION -  M 297
 KL0061  PID         -  KL0061
 KL0061  STATE/COUNTY-  CO/SUMMIT
 KL0061  USGS QUAD   -  MOUNT POWELL (1987)
 KL0061
 KL0061                         *CURRENT SURVEY CONTROL
 KL0061  ___________________________________________________________________
 KL0061* NAD 83(1986)-  39 51 12.     (N)    106 15 41.     (W)     SCALED    
 KL0061* NAVD 88     -      2446.158  (meters)    8025.44   (feet)  ADJUSTED  
 KL0061  ___________________________________________________________________
 KL0061  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 KL0061  DYNAMIC HT  -        2443.373 (meters)    8016.30  (feet)  COMP
 KL0061  MODELED GRAV-     979,399.8   (mgal)                       NAVD 88
 KL0061
 KL0061  VERT ORDER  -  SECOND    CLASS 0
 KL0061
 KL0061.The horizontal coordinates were scaled from a topographic map and have
 KL0061.an estimated accuracy of +/- 6 seconds.
 KL0061
 KL0061.The orthometric height was determined by differential leveling
 KL0061.and adjusted by the National Geodetic Survey in June 1991..
 KL0061
 KL0061.The geoid height was determined by GEOID03.
 KL0061
 KL0061.The dynamic height is computed by dividing the NAVD 88
 KL0061.geopotential number by the normal gravity value computed on the
 KL0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0061.degrees latitude (g = 980.6199 gals.).
 KL0061
 KL0061.The modeled gravity was interpolated from observed gravity values.
 KL0061
 KL0061;                    North         East    Units  Estimated Accuracy
 KL0061;SPC CO C     -   529,320.      849,240.      MT  (+/- 180 meters Scaled)
 KL0061
 KL0061                          SUPERSEDED SURVEY CONTROL
 KL0061
 KL0061  NGVD 29 (??/??/92) 2444.730  (m)         8020.75   (f) ADJ UNCH    2 0
 KL0061
 KL0061.Superseded values are not recommended for survey control.
 KL0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0061.See file dsdata.txt to determine how the superseded data were derived.
 KL0061
 KL0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCE920122(NAD 83)
 KL0061_MARKER: DB = BENCH MARK DISK
 KL0061_SETTING: 80 = SET IN A BOULDER
 KL0061_SP_SET: BOULDER
 KL0061_STAMPING: M 297 1951
 KL0061_MARK LOGO: CGS   
 KL0061_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0061+STABILITY: SURFACE MOTION
 KL0061
 KL0061  HISTORY     - Date     Condition        Report By
 KL0061  HISTORY     - 1951     MONUMENTED       CGS
 KL0061  HISTORY     - 1977     GOOD             USGS
 KL0061  HISTORY     - 19930911 GOOD             CODOT
 KL0061
 KL0061                          STATION DESCRIPTION
 KL0061
 KL0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0061'20.1 MI SE FROM KREMMLING.
 KL0061'20.1 MILES SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 KL0061'KREMMLING, 3.0 MILES SOUTHEAST OF THE LAKESIDE SCHOOL AT HEENEY, 0.15
 KL0061'MILE SOUTHEAST OF GREEN MOUNTAIN RESERVOIR, 117 YARDS NORTHEAST OF A
 KL0061'POWER LINE, 28 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 22
 KL0061'FEET SOUTHEAST OF A FENCE, SET IN THE TOP OF A 6 FOOT GRANITE BOULDER
 KL0061'WHICH PROJECTS 3 FEET ABOVE THE GROUND.  THIS MARK IS 0.9 MILE
 KL0061'NORTHWEST OF BENCH MARK U 297.
 KL0061
 KL0061                          STATION RECOVERY (1977)
 KL0061
 KL0061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 KL0061'SILVERTHORNE, 16.5 MILES NW OF TOWN HALL ALONG STATE HIGHWAY 9,
 KL0061'THENCE 3.9 MILES NW ALONG A GRAVELED ROAD. 325 FEET NE OF POWER LINE
 KL0061'CROSSING. 27 FEET NW OF AND LEVEL WITH C/L OF ROAD. 21 FEET SE OF ROW
 KL0061'FENCE. 4 FEET SW OF METAL WITNESS POST. TOP OF 6 X 6 X 4 FT. HIGH
 KL0061'BOULDER. STANDARD US C AND GS BRONZE DISK STAMPED M 297 1951.
 KL0061
 KL0061                          STATION RECOVERY (1993)
 KL0061
 KL0061'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1993 (KW)
 KL0061'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0034 ***********************************************************************
 KL0034  DESIGNATION -  M 298
 KL0034  PID         -  KL0034
 KL0034  STATE/COUNTY-  CO/SUMMIT
 KL0034  USGS QUAD   -  DILLON (1987)
 KL0034
 KL0034                         *CURRENT SURVEY CONTROL
 KL0034  ___________________________________________________________________
 KL0034* NAD 83(1986)-  39 38 16.     (N)    106 04 33.     (W)     SCALED    
 KL0034* NAVD 88     -      2660.072  (meters)    8727.25   (feet)  ADJUSTED  
 KL0034  ___________________________________________________________________
 KL0034  GEOID HEIGHT-         -12.57  (meters)                     GEOID03
 KL0034  DYNAMIC HT  -        2656.817 (meters)    8716.57  (feet)  COMP
 KL0034  MODELED GRAV-     979,307.4   (mgal)                       NAVD 88
 KL0034
 KL0034  VERT ORDER  -  SECOND    CLASS 0
 KL0034
 KL0034.The horizontal coordinates were scaled from a topographic map and have
 KL0034.an estimated accuracy of +/- 6 seconds.
 KL0034
 KL0034.The orthometric height was determined by differential leveling
 KL0034.and adjusted by the National Geodetic Survey in June 1991..
 KL0034
 KL0034.The geoid height was determined by GEOID03.
 KL0034
 KL0034.The dynamic height is computed by dividing the NAVD 88
 KL0034.geopotential number by the normal gravity value computed on the
 KL0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0034.degrees latitude (g = 980.6199 gals.).
 KL0034
 KL0034.The modeled gravity was interpolated from observed gravity values.
 KL0034
 KL0034;                    North         East    Units  Estimated Accuracy
 KL0034;SPC CO C     -   505,270.      864,970.      MT  (+/- 180 meters Scaled)
 KL0034
 KL0034                          SUPERSEDED SURVEY CONTROL
 KL0034
 KL0034  NGVD 29 (??/??/92) 2658.464  (m)         8721.98   (f) ADJ UNCH    2 0
 KL0034
 KL0034.Superseded values are not recommended for survey control.
 KL0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0034.See file dsdata.txt to determine how the superseded data were derived.
 KL0034
 KL0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD076881(NAD 83)
 KL0034_MARKER: DB = BENCH MARK DISK
 KL0034_SETTING: 80 = SET IN A BOULDER
 KL0034_SP_SET: BOULDER
 KL0034_STAMPING: M 298 1951
 KL0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0034+STABILITY: SURFACE MOTION
 KL0034
 KL0034  HISTORY     - Date     Condition        Report By
 KL0034  HISTORY     - 1951     MONUMENTED       CGS
 KL0034  HISTORY     - 1970     MARK NOT FOUND   USGS
 KL0034  HISTORY     - 1984     MARK NOT FOUND   NGS
 KL0034  HISTORY     - 19971004 MARK NOT FOUND   USPSQD
 KL0034  HISTORY     - 20000913 SEE DESCRIPTION  NGS
 KL0034
 KL0034                          STATION DESCRIPTION
 KL0034
 KL0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0034'2.15 MI NW FROM DILLON.
 KL0034'2.15 MILES NORTHWEST ALONG STATE HIGHWAY 9 FROM THE PUBLIC SCHOOL AT
 KL0034'DILLON, 0.95 MILE SOUTHEAST OF THE A.W. PENNER RANCH HOUSE, 172 FEET
 KL0034'EAST OF THE CENTER LINE OF THE HIGHWAY, 98 FEET NORTHWEST OF A POWER
 KL0034'POLE, IN LINE WITH A ROW OF POLES, 223 FEET SOUTHEAST OF A LONE BLUE
 KL0034'SPRUCE TREE, SET IN THE TOP OF A GRANITE BOULDER WHICH PROJECTS 2 FEET
 KL0034'ABOVE THE GROUND.  NOTE-- 190 FEET SOUTHEAST FROM LONE SPRUCE TREE AND
 KL0034'3.9 FEET HIGHER.  82 FEET SOUTH FROM THE CENTERLINE OF A PRIVATE DRIVE
 KL0034'AND 2.8 FEET HIGHER.  165 FEET EAST-NORTH-EAST FROM THE CENTERLINE OF
 KL0034'STATE HIGHWAY 9 AND 0.3 FOOT LOWER.
 KL0034
 KL0034                          STATION RECOVERY (1970)
 KL0034
 KL0034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 KL0034'MARK NOT FOUND.
 KL0034
 KL0034                          STATION RECOVERY (1984)
 KL0034
 KL0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KL0034'MARK NOT FOUND.
 KL0034
 KL0034                          STATION RECOVERY (1997)
 KL0034
 KL0034'RECOVERY NOTE BY US POWER SQUADRON 1997
 KL0034'MARK NOT FOUND.
 KL0034
 KL0034                          STATION RECOVERY (2000)
 KL0034
 KL0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (ES)
 KL0034'THE GPS SHOWS THIS SITE AS BEING ON THE GROUNDS
 KL0034'OF A LANDSCAPING AND NURSERY COMPANY.  I DISCUSSED
 KL0034'THIS MARKER WITH THE MANAGEMENT AND THEY STATE
 KL0034'THAT THEY HAVE NEVER DISCOVERED A MARKER ON THEIR
 KL0034'PROPERTY.  AS THE YARD IS GRADED AND GRAVELLED
 KL0034'WITH FLATS OF FLOWERS IN THE AREA, THIS MARKER
 KL0034'IS LIKELY TO HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0143 ***********************************************************************
 KL0143  DESIGNATION -  M 299
 KL0143  PID         -  KL0143
 KL0143  STATE/COUNTY-  CO/SUMMIT
 KL0143  USGS QUAD   -  BRECKENRIDGE (1987)
 KL0143
 KL0143                         *CURRENT SURVEY CONTROL
 KL0143  ___________________________________________________________________
 KL0143* NAD 83(1986)-  39 28 54.     (N)    106 02 33.     (W)     SCALED    
 KL0143* NAVD 88     -      2928.579  (meters)    9608.18   (feet)  ADJUSTED  
 KL0143  ___________________________________________________________________
 KL0143  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 KL0143  DYNAMIC HT  -        2924.778 (meters)    9595.71  (feet)  COMP
 KL0143  MODELED GRAV-     979,222.9   (mgal)                       NAVD 88
 KL0143
 KL0143  VERT ORDER  -  FIRST     CLASS II
 KL0143
 KL0143.The horizontal coordinates were scaled from a topographic map and have
 KL0143.an estimated accuracy of +/- 6 seconds.
 KL0143
 KL0143.The orthometric height was determined by differential leveling
 KL0143.and adjusted by the National Geodetic Survey in June 1991..
 KL0143
 KL0143.The geoid height was determined by GEOID03.
 KL0143
 KL0143.The dynamic height is computed by dividing the NAVD 88
 KL0143.geopotential number by the normal gravity value computed on the
 KL0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0143.degrees latitude (g = 980.6199 gals.).
 KL0143
 KL0143.The modeled gravity was interpolated from observed gravity values.
 KL0143
 KL0143;                    North         East    Units  Estimated Accuracy
 KL0143;SPC CO C     -   487,920.      867,730.      MT  (+/- 180 meters Scaled)
 KL0143
 KL0143                          SUPERSEDED SURVEY CONTROL
 KL0143
 KL0143  NGVD 29 (??/??/92) 2926.803  (m)         9602.35   (f) ADJ UNCH    1 2
 KL0143
 KL0143.Superseded values are not recommended for survey control.
 KL0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0143.See file dsdata.txt to determine how the superseded data were derived.
 KL0143
 KL0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD103707(NAD 83)
 KL0143_MARKER: DB = BENCH MARK DISK
 KL0143_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KL0143_SP_SET: BUILDING WALL
 KL0143_STAMPING: M 299 1951
 KL0143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KL0143+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2005
 KL0143
 KL0143  HISTORY     - Date     Condition        Report By
 KL0143  HISTORY     - 1951     MONUMENTED       CGS
 KL0143  HISTORY     - 1959     GOOD             NGS
 KL0143  HISTORY     - 20050926 GOOD             USPSQD
 KL0143
 KL0143                          STATION DESCRIPTION
 KL0143
 KL0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0143'IN BRECKENRIDGE.
 KL0143'AT BRECKENRIDGE, SET VERTICALLY IN THE EAST WALL OF THE SUPERIOR
 KL0143'STANDARD SCHOOL, 2.7 FEET ABOVE THE GROUND, 25.6 FEET NORTH OF THE
 KL0143'NORTH EDGE OF THE MOST NORTHERLY ONE OF TWO ENTRANCES, 1 FOOT SOUTH OF
 KL0143'THE NORTHEAST CORNER OF THE BUILDING.
 KL0143
 KL0143                          STATION RECOVERY (1959)
 KL0143
 KL0143'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KL0143'RECOVERED IN GOOD CONDITION.
 KL0143
 KL0143                          STATION RECOVERY (2005)
 KL0143
 KL0143'RECOVERY NOTE BY US POWER SQUADRON 2005 (EDS)
 KL0143'BUILDING IS NOW COLORADO MOUNTAIN COLLEGE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0690 ***********************************************************************
 KK0690  DESIGNATION -  M 3
 KK0690  PID         -  KK0690
 KK0690  STATE/COUNTY-  CO/JEFFERSON
 KK0690  USGS QUAD   -  PLATTE CANYON (1994)
 KK0690
 KK0690                         *CURRENT SURVEY CONTROL
 KK0690  ___________________________________________________________________
 KK0690* NAD 83(1986)-  39 24 51.     (N)    105 09 33.     (W)     SCALED    
 KK0690* NAVD 88     -      1844.199  (meters)    6050.51   (feet)  POSTED    
 KK0690  ___________________________________________________________________
 KK0690  GEOID HEIGHT-         -15.19  (meters)                     GEOID03
 KK0690  DYNAMIC HT  -        1842.310 (meters)    6044.31  (feet)  COMP
 KK0690  MODELED GRAV-     979,536.5   (mgal)                       NAVD 88
 KK0690
 KK0690  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0690
 KK0690.The horizontal coordinates were scaled from a topographic map and have
 KK0690.an estimated accuracy of +/- 6 seconds.
 KK0690
 KK0690.The orthometric height was determined by differential leveling
 KK0690.and adjusted by the National Geodetic Survey in 1992..
 KK0690.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0690.rate of 0.0 thru 1.0 mm/km.
 KK0690
 KK0690.The geoid height was determined by GEOID03.
 KK0690
 KK0690.The dynamic height is computed by dividing the NAVD 88
 KK0690.geopotential number by the normal gravity value computed on the
 KK0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0690.degrees latitude (g = 980.6199 gals.).
 KK0690
 KK0690.The modeled gravity was interpolated from observed gravity values.
 KK0690
 KK0690;                    North         East    Units  Estimated Accuracy
 KK0690;SPC CO C     -   480,340.      943,750.      MT  (+/- 180 meters Scaled)
 KK0690
 KK0690                          SUPERSEDED SURVEY CONTROL
 KK0690
 KK0690  NGVD 29 (??/??/92) 1843.147  (m)         6047.06   (f) ADJ UNCH    1 2
 KK0690
 KK0690.Superseded values are not recommended for survey control.
 KK0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0690.See file dsdata.txt to determine how the superseded data were derived.
 KK0690
 KK0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD862627(NAD 83)
 KK0690_MARKER: DD = SURVEY DISK
 KK0690_SETTING: 66 = SET IN ROCK OUTCROP
 KK0690_SP_SET: GRANITE LEDGE
 KK0690_STAMPING: M 3 6047.771
 KK0690_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0690+STABILITY: POSITION/ELEVATION WELL
 KK0690_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK0690+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2004
 KK0690
 KK0690  HISTORY     - Date     Condition        Report By
 KK0690  HISTORY     - UNK      MONUMENTED       BOR
 KK0690  HISTORY     - 1951     GOOD             NGS
 KK0690  HISTORY     - 1955     GOOD             NGS
 KK0690  HISTORY     - 20041020 GOOD             GEOCAC
 KK0690
 KK0690                          STATION DESCRIPTION
 KK0690
 KK0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0690'10.9 MI NE FROM BUFFALO CREEK.
 KK0690'10.9 MILES NORTHEAST ALONG THE ABANDONED COLORADO AND SOUTHERN
 KK0690'RAILROAD GRADE FROM THE POST OFFICE AT BUFFALO CREEK, 14 FEET NORTH
 KK0690'OF THE CENTER LINE OF THE OLD RAILROAD GRADE, 6 FEET ABOVE THE
 KK0690'LEVEL OF THE RAILROAD GRADE, SET IN THE TOP OF A GRANITE LEDGE.
 KK0690
 KK0690                          STATION RECOVERY (1955)
 KK0690
 KK0690'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0690'RECOVERED IN GOOD CONDITION.
 KK0690
 KK0690                          STATION RECOVERY (2004)
 KK0690
 KK0690'RECOVERY NOTE BY GEOCACHING 2004 (MME)
 KK0690'FROM THE INTERSECTION OF PINE CREEK RD. AND DOUGLAS CO. RD. 97 (PLATTE
 KK0690'RIVER RD.) PROCEED NORTH 4.3 MILES TO THE PARKING AREA NORTHEAST OF
 KK0690'THE OLD SOUTH PLATTE HOTEL. PROCEED ABOUT 0.83 MILES PAST THE GATE ON
 KK0690'THE ROAD ALONG THE NORTH/WEST BANK OF THE RIVER. THE STATION IS ON THE
 KK0690'NORTH SIDE OF THE ROAD AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1116 ***********************************************************************
 KK1116  DESIGNATION -  M 300
 KK1116  PID         -  KK1116
 KK1116  STATE/COUNTY-  CO/SUMMIT
 KK1116  USGS QUAD   -  LOVELAND PASS (1987)
 KK1116
 KK1116                         *CURRENT SURVEY CONTROL
 KK1116  ___________________________________________________________________
 KK1116* NAD 83(1986)-  39 39 49.     (N)    105 52 45.     (W)     SCALED    
 KK1116* NAVD 88     -      3655.964  (meters)   11994.61   (feet)  ADJUSTED  
 KK1116  ___________________________________________________________________
 KK1116  GEOID HEIGHT-         -12.37  (meters)                     GEOID03
 KK1116  DYNAMIC HT  -        3650.948 (meters)   11978.15  (feet)  COMP
 KK1116  MODELED GRAV-     979,119.5   (mgal)                       NAVD 88
 KK1116
 KK1116  VERT ORDER  -  SECOND    CLASS 0
 KK1116
 KK1116.The horizontal coordinates were scaled from a topographic map and have
 KK1116.an estimated accuracy of +/- 6 seconds.
 KK1116
 KK1116.The orthometric height was determined by differential leveling
 KK1116.and adjusted by the National Geodetic Survey in June 1991..
 KK1116
 KK1116.The geoid height was determined by GEOID03.
 KK1116
 KK1116.The dynamic height is computed by dividing the NAVD 88
 KK1116.geopotential number by the normal gravity value computed on the
 KK1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1116.degrees latitude (g = 980.6199 gals.).
 KK1116
 KK1116.The modeled gravity was interpolated from observed gravity values.
 KK1116
 KK1116;                    North         East    Units  Estimated Accuracy
 KK1116;SPC CO C     -   508,050.      881,870.      MT  (+/- 180 meters Scaled)
 KK1116
 KK1116                          SUPERSEDED SURVEY CONTROL
 KK1116
 KK1116  NGVD 29 (??/??/92) 3654.007  (m)        11988.19   (f) ADJ UNCH    2 0
 KK1116
 KK1116.Superseded values are not recommended for survey control.
 KK1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1116.See file dsdata.txt to determine how the superseded data were derived.
 KK1116
 KK1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD245907(NAD 83)
 KK1116_MARKER: DB = BENCH MARK DISK
 KK1116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK1116_STAMPING: M 300 1951
 KK1116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1116+STABILITY: SURFACE MOTION
 KK1116
 KK1116  HISTORY     - Date     Condition        Report By
 KK1116  HISTORY     - 1951     MONUMENTED       CGS
 KK1116
 KK1116                          STATION DESCRIPTION
 KK1116
 KK1116'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK1116'15.2 MI E FROM DILLON.
 KK1116'15.25 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE PUBLIC SCHOOL
 KK1116'AT DILLON, AT THE TOP OF LOVELAND PASS, 129 FEET WEST OF A
 KK1116'CONTINENTAL DIVIDE SIGN, 72 FEET WEST OF THE CENTER LINE OF THE
 KK1116'HIGHWAY, 15 FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD LEADING
 KK1116'WEST, 2.2 FEET NORTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 KK1116'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0115 ***********************************************************************
 KL0115  DESIGNATION -  M 302
 KL0115  PID         -  KL0115
 KL0115  STATE/COUNTY-  CO/PARK
 KL0115  USGS QUAD   -  FAIRPLAY WEST (1960)
 KL0115
 KL0115                         *CURRENT SURVEY CONTROL
 KL0115  ___________________________________________________________________
 KL0115* NAD 83(1986)-  39 13 54.     (N)    106 00 54.     (W)     SCALED    
 KL0115* NAVD 88     -      3090.578  (meters)   10139.67   (feet)  ADJUSTED  
 KL0115  ___________________________________________________________________
 KL0115  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 KL0115  DYNAMIC HT  -        3086.533 (meters)   10126.40  (feet)  COMP
 KL0115  MODELED GRAV-     979,205.4   (mgal)                       NAVD 88
 KL0115
 KL0115  VERT ORDER  -  FIRST     CLASS II
 KL0115
 KL0115.The horizontal coordinates were scaled from a topographic map and have
 KL0115.an estimated accuracy of +/- 6 seconds.
 KL0115
 KL0115.The orthometric height was determined by differential leveling
 KL0115.and adjusted by the National Geodetic Survey in June 1991..
 KL0115
 KL0115.The geoid height was determined by GEOID03.
 KL0115
 KL0115.The dynamic height is computed by dividing the NAVD 88
 KL0115.geopotential number by the normal gravity value computed on the
 KL0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0115.degrees latitude (g = 980.6199 gals.).
 KL0115
 KL0115.The modeled gravity was interpolated from observed gravity values.
 KL0115
 KL0115;                    North         East    Units  Estimated Accuracy
 KL0115;SPC CO C     -   460,150.      869,940.      MT  (+/- 180 meters Scaled)
 KL0115
 KL0115                          SUPERSEDED SURVEY CONTROL
 KL0115
 KL0115  NGVD 29 (??/??/92) 3088.862  (m)        10134.04   (f) ADJ UNCH    1 2
 KL0115
 KL0115.Superseded values are not recommended for survey control.
 KL0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0115.See file dsdata.txt to determine how the superseded data were derived.
 KL0115
 KL0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD123429(NAD 83)
 KL0115_MARKER: DB = BENCH MARK DISK
 KL0115_SETTING: 80 = SET IN A BOULDER
 KL0115_SP_SET: BOULDER
 KL0115_STAMPING: M 302 1951
 KL0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0115+STABILITY: SURFACE MOTION
 KL0115
 KL0115  HISTORY     - Date     Condition        Report By
 KL0115  HISTORY     - 1951     MONUMENTED       CGS
 KL0115
 KL0115                          STATION DESCRIPTION
 KL0115
 KL0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0115'0.85 MI NW FROM FAIRPLAY.
 KL0115'0.85 MILE NORTHWEST ALONG STATE HIGHWAY 9 FROM THE COUNTY COURTHOUSE
 KL0115'AT FAIRPLAY, ON TOP OF A ROCKY KNOLL, 116 FEET SOUTH OF THE CENTER
 KL0115'LINE OF THE HIGHWAY, 87.6 FEET SOUTH OF THE SOUTH END OF AN IRON PIPE
 KL0115'CULVERT, 6 FEET NORTHEAST OF A PINE TREE, 1 FOOT ABOVE THE GROUND, SET
 KL0115'IN THE TOP OF A 3X4 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0852 ***********************************************************************
 KK0852  DESIGNATION -  M 303
 KK0852  PID         -  KK0852
 KK0852  STATE/COUNTY-  CO/PARK
 KK0852  USGS QUAD   -  JEFFERSON (1994)
 KK0852
 KK0852                         *CURRENT SURVEY CONTROL
 KK0852  ___________________________________________________________________
 KK0852* NAD 83(1986)-  39 23 04.     (N)    105 47 33.     (W)     SCALED    
 KK0852* NAVD 88     -      2904.871  (meters)    9530.40   (feet)  ADJUSTED  
 KK0852  ___________________________________________________________________
 KK0852  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 KK0852  DYNAMIC HT  -        2901.173 (meters)    9518.27  (feet)  COMP
 KK0852  MODELED GRAV-     979,248.3   (mgal)                       NAVD 88
 KK0852
 KK0852  VERT ORDER  -  FIRST     CLASS II
 KK0852
 KK0852.The horizontal coordinates were scaled from a topographic map and have
 KK0852.an estimated accuracy of +/- 6 seconds.
 KK0852
 KK0852.The orthometric height was determined by differential leveling
 KK0852.and adjusted by the National Geodetic Survey in June 1991..
 KK0852
 KK0852.The geoid height was determined by GEOID03.
 KK0852
 KK0852.The dynamic height is computed by dividing the NAVD 88
 KK0852.geopotential number by the normal gravity value computed on the
 KK0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0852.degrees latitude (g = 980.6199 gals.).
 KK0852
 KK0852.The modeled gravity was interpolated from observed gravity values.
 KK0852
 KK0852;                    North         East    Units  Estimated Accuracy
 KK0852;SPC CO C     -   477,030.      889,200.      MT  (+/- 180 meters Scaled)
 KK0852
 KK0852                          SUPERSEDED SURVEY CONTROL
 KK0852
 KK0852  NGVD 29 (??/??/92) 2903.221  (m)         9524.98   (f) ADJ UNCH    1 2
 KK0852
 KK0852.Superseded values are not recommended for survey control.
 KK0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0852.See file dsdata.txt to determine how the superseded data were derived.
 KK0852
 KK0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD317597(NAD 83)
 KK0852_MARKER: DB = BENCH MARK DISK
 KK0852_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0852_SP_SET: CULVERT
 KK0852_STAMPING: M 303 1951
 KK0852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0852
 KK0852  HISTORY     - Date     Condition        Report By
 KK0852  HISTORY     - 1951     MONUMENTED       CGS
 KK0852
 KK0852                          STATION DESCRIPTION
 KK0852
 KK0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0852'0.6 MI NE FROM JEFFERSON.
 KK0852'0.6 MILE NORTHEAST ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE
 KK0852'AT JEFFERSON, 350 FEET WEST OF A STOCK POND, 53 FEET NORTHWEST OF
 KK0852'THE CENTER LINE OF THE HIGHWAY, 1.6 FEET NORTHWEST OF A FENCE, 5
 KK0852'FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE CENTER
 KK0852'OF THE NORTHWEST WINGWALL OF AN IRRIGATION CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1071 ***********************************************************************
 KK1071  DESIGNATION -  M 304
 KK1071  PID         -  KK1071
 KK1071  STATE/COUNTY-  CO/CLEAR CREEK
 KK1071  USGS QUAD   -  MT EVANS (1974)
 KK1071
 KK1071                         *CURRENT SURVEY CONTROL
 KK1071  ___________________________________________________________________
 KK1071* NAD 83(1986)-  39 36 39.     (N)    105 43 01.     (W)     SCALED    
 KK1071* NAVD 88     -      3292.012  (meters)   10800.54   (feet)  ADJUSTED  
 KK1071  ___________________________________________________________________
 KK1071  GEOID HEIGHT-         -12.23  (meters)                     GEOID03
 KK1071  DYNAMIC HT  -        3287.760 (meters)   10786.59  (feet)  COMP
 KK1071  MODELED GRAV-     979,213.9   (mgal)                       NAVD 88
 KK1071
 KK1071  VERT ORDER  -  FIRST     CLASS II
 KK1071
 KK1071.The horizontal coordinates were scaled from a topographic map and have
 KK1071.an estimated accuracy of +/- 6 seconds.
 KK1071
 KK1071.The orthometric height was determined by differential leveling
 KK1071.and adjusted by the National Geodetic Survey in June 1991..
 KK1071
 KK1071.The geoid height was determined by GEOID03.
 KK1071
 KK1071.The dynamic height is computed by dividing the NAVD 88
 KK1071.geopotential number by the normal gravity value computed on the
 KK1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1071.degrees latitude (g = 980.6199 gals.).
 KK1071
 KK1071.The modeled gravity was interpolated from observed gravity values.
 KK1071
 KK1071;                    North         East    Units  Estimated Accuracy
 KK1071;SPC CO C     -   502,140.      895,770.      MT  (+/- 180 meters Scaled)
 KK1071
 KK1071                          SUPERSEDED SURVEY CONTROL
 KK1071
 KK1071  NGVD 29 (??/??/92) 3290.294  (m)        10794.91   (f) ADJ UNCH    1 2
 KK1071
 KK1071.Superseded values are not recommended for survey control.
 KK1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1071.See file dsdata.txt to determine how the superseded data were derived.
 KK1071
 KK1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD384848(NAD 83)
 KK1071_MARKER: DB = BENCH MARK DISK
 KK1071_SETTING: 80 = SET IN A BOULDER
 KK1071_STAMPING: M 304 1951
 KK1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1071+STABILITY: SURFACE MOTION
 KK1071
 KK1071  HISTORY     - Date     Condition        Report By
 KK1071  HISTORY     - 1951     MONUMENTED       CGS
 KK1071  HISTORY     - 1954     GOOD             NGS
 KK1071
 KK1071                          STATION DESCRIPTION
 KK1071
 KK1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1071'8.6 MI S FROM GEORGETOWN.
 KK1071'8.55 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE POST
 KK1071'OFFICE AT GEORGETOWN, 0.1 MILE NORTH OF A JUNCTION WITH A TRACK
 KK1071'ROAD LEADING TO NAYLOR LAKE, ON THE NORTH EDGE OF A GRASSY HILL,
 KK1071'67 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 4 FEET BELOW
 KK1071'THE LEVEL OF THE ROAD, 1.5 FEET ABOVE THE GROUND, SET IN THE TOP
 KK1071'OF A 2X3 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0828 ***********************************************************************
 KK0828  DESIGNATION -  M 305
 KK0828  PID         -  KK0828
 KK0828  STATE/COUNTY-  CO/PARK
 KK0828  USGS QUAD   -  SHAWNEE (1994)
 KK0828
 KK0828                         *CURRENT SURVEY CONTROL
 KK0828  ___________________________________________________________________
 KK0828* NAD 83(1986)-  39 26 54.     (N)    105 37 23.     (W)     SCALED    
 KK0828* NAVD 88     -      2569.024  (meters)    8428.54   (feet)  ADJUSTED  
 KK0828  ___________________________________________________________________
 KK0828  GEOID HEIGHT-         -12.61  (meters)                     GEOID03
 KK0828  DYNAMIC HT  -        2565.987 (meters)    8418.58  (feet)  COMP
 KK0828  MODELED GRAV-     979,351.5   (mgal)                       NAVD 88
 KK0828
 KK0828  VERT ORDER  -  FIRST     CLASS II
 KK0828
 KK0828.The horizontal coordinates were scaled from a topographic map and have
 KK0828.an estimated accuracy of +/- 6 seconds.
 KK0828
 KK0828.The orthometric height was determined by differential leveling
 KK0828.and adjusted by the National Geodetic Survey in June 1991..
 KK0828.WARNING-Repeat measurements at this control monument indicate possible
 KK0828.vertical movement.
 KK0828
 KK0828.The geoid height was determined by GEOID03.
 KK0828
 KK0828.The dynamic height is computed by dividing the NAVD 88
 KK0828.geopotential number by the normal gravity value computed on the
 KK0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0828.degrees latitude (g = 980.6199 gals.).
 KK0828
 KK0828.The modeled gravity was interpolated from observed gravity values.
 KK0828
 KK0828;                    North         East    Units  Estimated Accuracy
 KK0828;SPC CO C     -   484,090.      903,810.      MT  (+/- 180 meters Scaled)
 KK0828
 KK0828                          SUPERSEDED SURVEY CONTROL
 KK0828
 KK0828  NGVD 29 (??/??/92) 2567.601  (m)         8423.87   (f) ADJ UNCH    1 2
 KK0828
 KK0828.Superseded values are not recommended for survey control.
 KK0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0828.See file dsdata.txt to determine how the superseded data were derived.
 KK0828
 KK0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD463667(NAD 83)
 KK0828_MARKER: DB = BENCH MARK DISK
 KK0828_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0828_SP_SET: CULVERT
 KK0828_STAMPING: M 305 1951
 KK0828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0828
 KK0828  HISTORY     - Date     Condition        Report By
 KK0828  HISTORY     - 1951     MONUMENTED       CGS
 KK0828  HISTORY     - 1955     GOOD             NGS
 KK0828  HISTORY     - 19840830 MARK NOT FOUND   USGS
 KK0828
 KK0828                          STATION DESCRIPTION
 KK0828
 KK0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0828'0.8 MI E FROM SANTA MARIA.
 KK0828'0.75 MILE EAST ALONG U.S. HIGHWAY 285 FROM THE SOUTH ENTRANCE
 KK0828'TO THE BOYS AND GIRLS CAMP AT SANTA MARIA, ON THE INSIDE OF A
 KK0828'CURVE IN THE HIGHWAY, 0.15 MILE WEST OF A SMALL LAKE AT THE
 KK0828'CHASEVILLE CAMP GROUND, 24 FEET SOUTHWEST OF THE CENTER LINE OF
 KK0828'THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 KK0828'HEADWALL OF A 3X6 FOOT CONCRETE CULVERT.  2.5 MILES SOUTHEAST
 KK0828'OF THE PLATTE RIVER INN AT GRANT.
 KK0828
 KK0828                          STATION RECOVERY (1955)
 KK0828
 KK0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0828'RECOVERED IN GOOD CONDITION.
 KK0828
 KK0828                          STATION RECOVERY (1984)
 KK0828
 KK0828'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1984
 KK0828'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0705 ***********************************************************************
 KK0705  DESIGNATION -  M 306
 KK0705  PID         -  KK0705
 KK0705  STATE/COUNTY-  CO/JEFFERSON
 KK0705  USGS QUAD   -  PLATTE CANYON (1994)
 KK0705
 KK0705                         *CURRENT SURVEY CONTROL
 KK0705  ___________________________________________________________________
 KK0705* NAD 83(1986)-  39 24 55.     (N)    105 14 46.     (W)     SCALED    
 KK0705* NAVD 88     -      1978.255  (meters)    6490.32   (feet)  POSTED    
 KK0705  ___________________________________________________________________
 KK0705  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 KK0705  DYNAMIC HT  -        1976.180 (meters)    6483.52  (feet)  COMP
 KK0705  MODELED GRAV-     979,508.7   (mgal)                       NAVD 88
 KK0705
 KK0705  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0705
 KK0705.The horizontal coordinates were scaled from a topographic map and have
 KK0705.an estimated accuracy of +/- 6 seconds.
 KK0705
 KK0705.The orthometric height was determined by differential leveling
 KK0705.and adjusted by the National Geodetic Survey in 1992..
 KK0705.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0705.rate of 0.0 thru 1.0 mm/km.
 KK0705
 KK0705.The geoid height was determined by GEOID03.
 KK0705
 KK0705.The dynamic height is computed by dividing the NAVD 88
 KK0705.geopotential number by the normal gravity value computed on the
 KK0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0705.degrees latitude (g = 980.6199 gals.).
 KK0705
 KK0705.The modeled gravity was interpolated from observed gravity values.
 KK0705
 KK0705;                    North         East    Units  Estimated Accuracy
 KK0705;SPC CO C     -   480,440.      936,270.      MT  (+/- 180 meters Scaled)
 KK0705
 KK0705                          SUPERSEDED SURVEY CONTROL
 KK0705
 KK0705  NGVD 29 (??/??/92) 1977.149  (m)         6486.70   (f) ADJ UNCH    1 2
 KK0705
 KK0705.Superseded values are not recommended for survey control.
 KK0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0705.See file dsdata.txt to determine how the superseded data were derived.
 KK0705
 KK0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD788628(NAD 83)
 KK0705_MARKER: DB = BENCH MARK DISK
 KK0705_SETTING: 80 = SET IN A BOULDER
 KK0705_SP_SET: BOULDER
 KK0705_STAMPING: M 306 1951
 KK0705_MARK LOGO: CGS   
 KK0705_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0705+STABILITY: SURFACE MOTION
 KK0705
 KK0705  HISTORY     - Date     Condition        Report By
 KK0705  HISTORY     - 1951     MONUMENTED       CGS
 KK0705  HISTORY     - 1955     GOOD             NGS
 KK0705  HISTORY     - 19890927 GOOD             NGS
 KK0705
 KK0705                          STATION DESCRIPTION
 KK0705
 KK0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0705'2.6 MI NE FROM BUFFALO CREEK.
 KK0705'2.65 MILES NORTHEAST ALONG THE ABANDONED COLORADO AND SOUTHERN
 KK0705'RAILROAD GRADE FROM THE POST OFFICE AT BUFFALO CREEK, 120 YARDS
 KK0705'SOUTHWEST OF THE NORTHWEST END OF A STEEL FOOT BRIDGE OVER THE
 KK0705'NORTH FORK OF THE SOUTH PLATTE RIVER, 27 FEET SOUTHEAST OF THE
 KK0705'CENTER LINE OF THE OLD RAILROAD GRADE, 6 FEET ABOVE THE LEVEL OF
 KK0705'THE RAILROAD GRADE, SET IN THE TOP OF THE SOUTHWEST END OF A 29X50
 KK0705'FOOT GRANITE BOULDER.
 KK0705
 KK0705                          STATION RECOVERY (1955)
 KK0705
 KK0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0705'RECOVERED IN GOOD CONDITION.
 KK0705
 KK0705                          STATION RECOVERY (1989)
 KK0705
 KK0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KK0705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0553 ***********************************************************************
 KK0553  DESIGNATION -  M 307
 KK0553  PID         -  KK0553
 KK0553  STATE/COUNTY-  CO/DOUGLAS
 KK0553  USGS QUAD   -  LITTLETON (1994)
 KK0553
 KK0553                         *CURRENT SURVEY CONTROL
 KK0553  ___________________________________________________________________
 KK0553* NAD 83(1986)-  39 33 33.     (N)    105 02 11.     (W)     SCALED    
 KK0553* NAVD 88     -      1660.229  (meters)    5446.93   (feet)  POSTED    
 KK0553  ___________________________________________________________________
 KK0553  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 KK0553  DYNAMIC HT  -        1658.580 (meters)    5441.52  (feet)  COMP
 KK0553  MODELED GRAV-     979,576.4   (mgal)                       NAVD 88
 KK0553
 KK0553  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0553
 KK0553.The horizontal coordinates were scaled from a topographic map and have
 KK0553.an estimated accuracy of +/- 6 seconds.
 KK0553
 KK0553.The orthometric height was determined by differential leveling
 KK0553.and adjusted by the National Geodetic Survey in 1992..
 KK0553.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0553.rate of 1.1 thru 2.0 mm/km.
 KK0553
 KK0553.The geoid height was determined by GEOID03.
 KK0553
 KK0553.The dynamic height is computed by dividing the NAVD 88
 KK0553.geopotential number by the normal gravity value computed on the
 KK0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0553.degrees latitude (g = 980.6199 gals.).
 KK0553
 KK0553.The modeled gravity was interpolated from observed gravity values.
 KK0553
 KK0553;                    North         East    Units  Estimated Accuracy
 KK0553;SPC CO C     -   496,490.      954,240.      MT  (+/- 180 meters Scaled)
 KK0553
 KK0553                          SUPERSEDED SURVEY CONTROL
 KK0553
 KK0553  NGVD 29 (??/??/92) 1659.293  (m)         5443.86   (f) ADJ UNCH    1 2
 KK0553
 KK0553.Superseded values are not recommended for survey control.
 KK0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0553.See file dsdata.txt to determine how the superseded data were derived.
 KK0553
 KK0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD968788(NAD 83)
 KK0553_MARKER: DB = BENCH MARK DISK
 KK0553_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0553_SP_SET: OVERPASS
 KK0553_STAMPING: M 307 1951
 KK0553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0553
 KK0553  HISTORY     - Date     Condition        Report By
 KK0553  HISTORY     - 1951     MONUMENTED       CGS
 KK0553  HISTORY     - 1955     GOOD             NGS
 KK0553  HISTORY     - 1983     MARK NOT FOUND   NGS
 KK0553
 KK0553                          STATION DESCRIPTION
 KK0553
 KK0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0553'4.1 MI S FROM LITTLETON.
 KK0553'4.1 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN
 KK0553'RAILROAD FROM THE STATION AT LITTLETON, AT RAILROAD
 KK0553'OVERPASS 14.30 WHICH IS OVER U.S. HIGHWAYS 85 AND 87, 5.6 FEET
 KK0553'SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, LEVEL WITH THE
 KK0553'RAILROAD, SET IN THE TOP OF THE EAST END OF THE SOUTHWEST
 KK0553'CONCRETE ABUTMENT OF THE OVERPASS.
 KK0553
 KK0553                          STATION RECOVERY (1955)
 KK0553
 KK0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0553'RECOVERED IN GOOD CONDITION.
 KK0553
 KK0553                          STATION RECOVERY (1983)
 KK0553
 KK0553'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0553'THERE IS A NEW BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1343 ***********************************************************************
 KK1343  DESIGNATION -  M 307 RESET
 KK1343  PID         -  KK1343
 KK1343  STATE/COUNTY-  CO/ARAPAHOE
 KK1343  USGS QUAD   -  LITTLETON (1994)
 KK1343
 KK1343                         *CURRENT SURVEY CONTROL
 KK1343  ___________________________________________________________________
 KK1343* NAD 83(1986)-  39 33 33.     (N)    105 02 13.     (W)     SCALED    
 KK1343* NAVD 88     -      1660.503  (meters)    5447.83   (feet)  ADJUSTED  
 KK1343  ___________________________________________________________________
 KK1343  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 KK1343  DYNAMIC HT  -        1658.855 (meters)    5442.43  (feet)  COMP
 KK1343  MODELED GRAV-     979,576.5   (mgal)                       NAVD 88
 KK1343
 KK1343  VERT ORDER  -  FIRST     CLASS II
 KK1343
 KK1343.The horizontal coordinates were scaled from a topographic map and have
 KK1343.an estimated accuracy of +/- 6 seconds.
 KK1343
 KK1343.The orthometric height was determined by differential leveling
 KK1343.and adjusted by the National Geodetic Survey in June 1991..
 KK1343
 KK1343.The geoid height was determined by GEOID03.
 KK1343
 KK1343.The dynamic height is computed by dividing the NAVD 88
 KK1343.geopotential number by the normal gravity value computed on the
 KK1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1343.degrees latitude (g = 980.6199 gals.).
 KK1343
 KK1343.The modeled gravity was interpolated from observed gravity values.
 KK1343
 KK1343;                    North         East    Units  Estimated Accuracy
 KK1343;SPC CO C     -   496,490.      954,200.      MT  (+/- 180 meters Scaled)
 KK1343
 KK1343                          SUPERSEDED SURVEY CONTROL
 KK1343
 KK1343  NGVD 29 (??/??/??) 1659.570  (m)         5444.77   (f) ADJUSTED    1 2
 KK1343
 KK1343.Superseded values are not recommended for survey control.
 KK1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1343.See file dsdata.txt to determine how the superseded data were derived.
 KK1343
 KK1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD968788(NAD 83)
 KK1343_MARKER: DV = VERTICAL CONTROL DISK
 KK1343_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KK1343_SP_SET: RR OVERPASS ABUTMENT
 KK1343_STAMPING: M 307 RESET 1982 5444.984
 KK1343_MARK LOGO: NGS   
 KK1343_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK1343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1343
 KK1343  HISTORY     - Date     Condition        Report By
 KK1343  HISTORY     - 1982     MONUMENTED       CODH
 KK1343  HISTORY     - 1983     GOOD             NGS
 KK1343  HISTORY     - 19940714 GOOD             MSAM
 KK1343
 KK1343                          STATION DESCRIPTION
 KK1343
 KK1343'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1343'6.6 KM (4.1 MI) SOUTH FROM LITTLETON.
 KK1343'6.6 KM (4.1 MI) SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KK1343'FROM THE STATION AT LITTLETON, AT A RAILROAD OVERPASS OVER U.S.
 KK1343'HIGHWAYS 85 AND 87, 1.8 METERS (5.9 FT) SOUTHEAST OF THE SOUTHEAST
 KK1343'RAIL OF THE MAIN TRACK, ABOUT LEVEL WITH THE RAILROAD, AND SET IN THE
 KK1343'TOP OF THE EAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF THE
 KK1343'OVERPASS.
 KK1343
 KK1343                          STATION RECOVERY (1994)
 KK1343
 KK1343'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1994 (MSH)
 KK1343'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0506 ***********************************************************************
 LL0506  DESIGNATION -  M 308
 LL0506  PID         -  LL0506
 LL0506  STATE/COUNTY-  CO/LARIMER
 LL0506  USGS QUAD   -  ROUND BUTTE (1975)
 LL0506
 LL0506                         *CURRENT SURVEY CONTROL
 LL0506  ___________________________________________________________________
 LL0506* NAD 83(1986)-  40 52 33.     (N)    105 03 25.     (W)     SCALED    
 LL0506* NAVD 88     -      1770.516  (meters)    5808.77   (feet)  ADJUSTED  
 LL0506  ___________________________________________________________________
 LL0506  GEOID HEIGHT-         -15.34  (meters)                     GEOID03
 LL0506  DYNAMIC HT  -        1768.988 (meters)    5803.75  (feet)  COMP
 LL0506  MODELED GRAV-     979,698.4   (mgal)                       NAVD 88
 LL0506
 LL0506  VERT ORDER  -  SECOND    CLASS 0
 LL0506
 LL0506.The horizontal coordinates were scaled from a topographic map and have
 LL0506.an estimated accuracy of +/- 6 seconds.
 LL0506
 LL0506.The orthometric height was determined by differential leveling
 LL0506.and adjusted by the National Geodetic Survey in June 1991..
 LL0506
 LL0506.The geoid height was determined by GEOID03.
 LL0506
 LL0506.The dynamic height is computed by dividing the NAVD 88
 LL0506.geopotential number by the normal gravity value computed on the
 LL0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0506.degrees latitude (g = 980.6199 gals.).
 LL0506
 LL0506.The modeled gravity was interpolated from observed gravity values.
 LL0506
 LL0506;                    North         East    Units  Estimated Accuracy
 LL0506;SPC CO N     -   476,170.      951,750.      MT  (+/- 180 meters Scaled)
 LL0506
 LL0506                          SUPERSEDED SURVEY CONTROL
 LL0506
 LL0506  NGVD 29 (??/??/92) 1769.510  (m)         5805.47   (f) ADJ UNCH    2 0
 LL0506
 LL0506.Superseded values are not recommended for survey control.
 LL0506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0506.See file dsdata.txt to determine how the superseded data were derived.
 LL0506
 LL0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF952249(NAD 83)
 LL0506_MARKER: DB = BENCH MARK DISK
 LL0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0506_STAMPING: M 308 1952
 LL0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0506+STABILITY: SURFACE MOTION
 LL0506
 LL0506  HISTORY     - Date     Condition        Report By
 LL0506  HISTORY     - 1952     MONUMENTED       CGS
 LL0506
 LL0506                          STATION DESCRIPTION
 LL0506
 LL0506'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0506'11.4 MI SW FROM CARR.
 LL0506'2.2 MILES WEST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC RAILROAD
 LL0506'STATION AT CARR, THENCE 0.5 MILE NORTH ALONG A GRAVELED ROAD,
 LL0506'THENCE 0.75 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.85 MILE
 LL0506'NORTHWEST ALONG A GRAVELED ROAD,THENCE 2.45 MILES WEST ALONG A
 LL0506'GRAVELED ROAD, THENCE 0.6 MILE NORTHWEST ALONG A DIRT ROAD, THENCE
 LL0506'1.25 MILE SOUTHWEST ALONG A TRACK ROAD, THENCE 0.55 MILE SOUTH ALONG
 LL0506'A TRACK ROAD, THENCE 1.25 MILES SOUTHWEST ALONG A TRACK ROAD,
 LL0506'THENCE 0.5 MILE SOUTH ALONG A TRACK ROAD, THENCE 0.8 MILE WEST
 LL0506'ALONG A TRACK ROAD, THENCE 0.65 MILE SOUTHEAST ALONG A TRACK ROAD,
 LL0506'0.4 MILE NORTH OF A FENCE CORNER, 19 FEET WEST OF THE CENTER LINE OF
 LL0506'A TRACK ROAD, 3.8 FEET EAST OF A FENCE, 3.2 FEET SOUTH OF A WITNESS
 LL0506'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT
 LL0506'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0367 ***********************************************************************
 LL0367  DESIGNATION -  M 309
 LL0367  PID         -  LL0367
 LL0367  STATE/COUNTY-  CO/WELD
 LL0367  USGS QUAD   -  CHALK BLUFFS SE (1972)
 LL0367
 LL0367                         *CURRENT SURVEY CONTROL
 LL0367  ___________________________________________________________________
 LL0367* NAD 83(1986)-  40 52 12.     (N)    104 35 25.     (W)     SCALED    
 LL0367* NAVD 88     -      1631.020  (meters)    5351.10   (feet)  ADJUSTED  
 LL0367  ___________________________________________________________________
 LL0367  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 LL0367  DYNAMIC HT  -        1629.642 (meters)    5346.58  (feet)  COMP
 LL0367  MODELED GRAV-     979,722.1   (mgal)                       NAVD 88
 LL0367
 LL0367  VERT ORDER  -  SECOND    CLASS 0
 LL0367
 LL0367.The horizontal coordinates were scaled from a topographic map and have
 LL0367.an estimated accuracy of +/- 6 seconds.
 LL0367
 LL0367.The orthometric height was determined by differential leveling
 LL0367.and adjusted by the National Geodetic Survey in June 1991..
 LL0367
 LL0367.The geoid height was determined by GEOID03.
 LL0367
 LL0367.The dynamic height is computed by dividing the NAVD 88
 LL0367.geopotential number by the normal gravity value computed on the
 LL0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0367.degrees latitude (g = 980.6199 gals.).
 LL0367
 LL0367.The modeled gravity was interpolated from observed gravity values.
 LL0367
 LL0367;                    North         East    Units  Estimated Accuracy
 LL0367;SPC CO N     -   475,820.      991,090.      MT  (+/- 180 meters Scaled)
 LL0367
 LL0367                          SUPERSEDED SURVEY CONTROL
 LL0367
 LL0367  NGVD 29 (??/??/92) 1630.087  (m)         5348.04   (f) ADJ UNCH    2 0
 LL0367
 LL0367.Superseded values are not recommended for survey control.
 LL0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0367.See file dsdata.txt to determine how the superseded data were derived.
 LL0367
 LL0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF345244(NAD 83)
 LL0367_MARKER: DB = BENCH MARK DISK
 LL0367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0367_STAMPING: M 309 1952
 LL0367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0367+STABILITY: SURFACE MOTION
 LL0367
 LL0367  HISTORY     - Date     Condition        Report By
 LL0367  HISTORY     - 1952     MONUMENTED       CGS
 LL0367
 LL0367                          STATION DESCRIPTION
 LL0367
 LL0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0367'16.9 MI SE FROM CARR.
 LL0367'4.25 MILES EAST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 LL0367'RAILROAD STATION AT CARR, THENCE 2.0 MILES SOUTH ALONG U.S.
 LL0367'HIGHWAY 85, THENCE 10.65 MILES EAST ALONG A GRAVELED ROAD, 32 FEET
 LL0367'NORTH OF THE CENTER LINE OF A GRAVELED ROAD, 3.6 FEET SOUTH OF A
 LL0367'FENCE, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 LL0367'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0023 ***********************************************************************
 LL0023  DESIGNATION -  M 310
 LL0023  PID         -  LL0023
 LL0023  STATE/COUNTY-  CO/WELD
 LL0023  USGS QUAD   -  GROVER SOUTH (1972)
 LL0023
 LL0023                         *CURRENT SURVEY CONTROL
 LL0023  ___________________________________________________________________
 LL0023* NAD 83(1986)-  40 52 16.     (N)    104 10 58.     (W)     SCALED    
 LL0023* NAVD 88     -      1549.370  (meters)    5083.22   (feet)  ADJUSTED  
 LL0023  ___________________________________________________________________
 LL0023  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 LL0023  DYNAMIC HT  -        1548.117 (meters)    5079.11  (feet)  COMP
 LL0023  MODELED GRAV-     979,761.1   (mgal)                       NAVD 88
 LL0023
 LL0023  VERT ORDER  -  SECOND    CLASS 0
 LL0023
 LL0023.The horizontal coordinates were scaled from a topographic map and have
 LL0023.an estimated accuracy of +/- 6 seconds.
 LL0023
 LL0023.The orthometric height was determined by differential leveling
 LL0023.and adjusted by the National Geodetic Survey in June 1991..
 LL0023
 LL0023.The geoid height was determined by GEOID03.
 LL0023
 LL0023.The dynamic height is computed by dividing the NAVD 88
 LL0023.geopotential number by the normal gravity value computed on the
 LL0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0023.degrees latitude (g = 980.6199 gals.).
 LL0023
 LL0023.The modeled gravity was interpolated from observed gravity values.
 LL0023
 LL0023;                    North         East    Units  Estimated Accuracy
 LL0023;SPC CO N     -   476,370.    1,025,440.      MT  (+/- 180 meters Scaled)
 LL0023
 LL0023                          SUPERSEDED SURVEY CONTROL
 LL0023
 LL0023  NGVD 29 (??/??/92) 1548.552  (m)         5080.54   (f) ADJ UNCH    2 0
 LL0023
 LL0023.Superseded values are not recommended for survey control.
 LL0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0023.See file dsdata.txt to determine how the superseded data were derived.
 LL0023
 LL0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF688247(NAD 83)
 LL0023_MARKER: DB = BENCH MARK DISK
 LL0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0023_STAMPING: M 310 1952
 LL0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0023+STABILITY: SURFACE MOTION
 LL0023
 LL0023  HISTORY     - Date     Condition        Report By
 LL0023  HISTORY     - 1952     MONUMENTED       CGS
 LL0023  HISTORY     - 1972     MARK NOT FOUND   NGS
 LL0023
 LL0023                          STATION DESCRIPTION
 LL0023
 LL0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0023'2.5 MI E FROM GROVER.
 LL0023'0.3 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LL0023'FROM THE STATION AT GROVER, THENCE 2.2 MILES EAST ALONG A GRADED
 LL0023'DIRT ROAD, 131 FEET SOUTH OF THE CENTER LINE OF AN EAST AND WEST
 LL0023'DIRT ROAD, 105 FEET SOUTH OF A FENCE CORNER, 102 FEET SOUTH OF A POWER
 LL0023'POLE, 24 FEET WEST OF THE CENTER LINE OF A NORTH AND SOUTH DIRT ROAD,
 LL0023'3.2 FEET NORTH OF A WITNESS POST, 3 FEET EAST OF A FENCE, SET IN THE
 LL0023'TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 LL0023
 LL0023                          STATION RECOVERY (1972)
 LL0023
 LL0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 LL0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0559 ***********************************************************************
 LL0559  DESIGNATION -  M 311
 LL0559  PID         -  LL0559
 LL0559  STATE/COUNTY-  CO/LARIMER
 LL0559  USGS QUAD   -  VIRGINIA DALE (1967)
 LL0559
 LL0559                         *CURRENT SURVEY CONTROL
 LL0559  ___________________________________________________________________
 LL0559* NAD 83(1986)-  40 57 26.     (N)    105 15 04.     (W)     SCALED    
 LL0559* NAVD 88     -      2225.735  (meters)    7302.27   (feet)  ADJUSTED  
 LL0559  ___________________________________________________________________
 LL0559  GEOID HEIGHT-         -13.61  (meters)                     GEOID03
 LL0559  DYNAMIC HT  -        2223.703 (meters)    7295.60  (feet)  COMP
 LL0559  MODELED GRAV-     979,630.3   (mgal)                       NAVD 88
 LL0559
 LL0559  VERT ORDER  -  SECOND    CLASS 0
 LL0559
 LL0559.The horizontal coordinates were scaled from a topographic map and have
 LL0559.an estimated accuracy of +/- 6 seconds.
 LL0559
 LL0559.The orthometric height was determined by differential leveling
 LL0559.and adjusted by the National Geodetic Survey in June 1991..
 LL0559
 LL0559.The geoid height was determined by GEOID03.
 LL0559
 LL0559.The dynamic height is computed by dividing the NAVD 88
 LL0559.geopotential number by the normal gravity value computed on the
 LL0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0559.degrees latitude (g = 980.6199 gals.).
 LL0559
 LL0559.The modeled gravity was interpolated from observed gravity values.
 LL0559
 LL0559;                    North         East    Units  Estimated Accuracy
 LL0559;SPC CO N     -   485,140.      935,360.      MT  (+/- 180 meters Scaled)
 LL0559
 LL0559                          SUPERSEDED SURVEY CONTROL
 LL0559
 LL0559  NGVD 29 (??/??/92) 2224.634  (m)         7298.65   (f) ADJ UNCH    2 0
 LL0559
 LL0559.Superseded values are not recommended for survey control.
 LL0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0559.See file dsdata.txt to determine how the superseded data were derived.
 LL0559
 LL0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF788340(NAD 83)
 LL0559_MARKER: DB = BENCH MARK DISK
 LL0559_SETTING: 80 = SET IN A BOULDER
 LL0559_STAMPING: M 311 1952
 LL0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0559+STABILITY: SURFACE MOTION
 LL0559
 LL0559  HISTORY     - Date     Condition        Report By
 LL0559  HISTORY     - 1952     MONUMENTED       CGS
 LL0559
 LL0559                          STATION DESCRIPTION
 LL0559
 LL0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0559'13.1 MI S FROM GRANITE CANYON.
 LL0559'0.7 MILE WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LL0559'AT GRANITE CANYON, THENCE 12.4 MILES SOUTH ALONG A WINDING
 LL0559'GRAVELED ROAD, 77 FEET WEST OF THE CENTER LINE OF THE ROAD,
 LL0559'23.5 FEET WEST OF A FENCE, 15.7 FEET WEST OF A LONE 12 INCH PINE
 LL0559'TREE, 6 FEET ABOVE THE GROUND, SET IN THE TOP OF A 15 X 18 FOOT
 LL0559'GRANITE BOULDER, 0.8 MILE NORTH OF BENCH MARK U 311.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0338 ***********************************************************************
 LK0338  DESIGNATION -  M 312
 LK0338  PID         -  LK0338
 LK0338  STATE/COUNTY-  CO/WELD
 LK0338  USGS QUAD   -  BUCKINGHAM (1978)
 LK0338
 LK0338                         *CURRENT SURVEY CONTROL
 LK0338  ___________________________________________________________________
 LK0338* NAD 83(1986)-  40 35 20.     (N)    103 58 24.     (W)     SCALED    
 LK0338* NAVD 88     -      1510.700  (meters)    4956.35   (feet)  POSTED    
 LK0338  ___________________________________________________________________
 LK0338  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 LK0338  DYNAMIC HT  -        1509.470 (meters)    4952.32  (feet)  COMP
 LK0338  MODELED GRAV-     979,758.5   (mgal)                       NAVD 88
 LK0338
 LK0338  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LK0338
 LK0338.The horizontal coordinates were scaled from a topographic map and have
 LK0338.an estimated accuracy of +/- 6 seconds.
 LK0338
 LK0338.The orthometric height was determined by differential leveling
 LK0338.and adjusted by the National Geodetic Survey in 1992..
 LK0338.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LK0338.rate of 2.1 thru 3.0 mm/km.
 LK0338
 LK0338.The geoid height was determined by GEOID03.
 LK0338
 LK0338.The dynamic height is computed by dividing the NAVD 88
 LK0338.geopotential number by the normal gravity value computed on the
 LK0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0338.degrees latitude (g = 980.6199 gals.).
 LK0338
 LK0338.The modeled gravity was interpolated from observed gravity values.
 LK0338
 LK0338;                    North         East    Units  Estimated Accuracy
 LK0338;SPC CO N     -   445,320.    1,043,630.      MT  (+/- 180 meters Scaled)
 LK0338
 LK0338                          SUPERSEDED SURVEY CONTROL
 LK0338
 LK0338  NGVD 29 (??/??/92) 1509.963  (m)         4953.94   (f) ADJ UNCH    2 0
 LK0338
 LK0338.Superseded values are not recommended for survey control.
 LK0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0338.See file dsdata.txt to determine how the superseded data were derived.
 LK0338
 LK0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE868936(NAD 83)
 LK0338_MARKER: DB = BENCH MARK DISK
 LK0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0338_STAMPING: M 312 1952
 LK0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0338+STABILITY: SURFACE MOTION
 LK0338
 LK0338  HISTORY     - Date     Condition        Report By
 LK0338  HISTORY     - 1952     MONUMENTED       CGS
 LK0338
 LK0338                          STATION DESCRIPTION
 LK0338
 LK0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LK0338'2.3 MI S FROM BUCKINGHAM.
 LK0338'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 LK0338'BUCKINGHAM, THENCE 2.0 MILES SOUTH ALONG A GRAVELED ROAD, 67 FEET
 LK0338'EAST OF THE CENTER LINE OF THE ROAD, 3 FEET WEST OF A FENCE, 3 FEET
 LK0338'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 LK0338'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0231 ***********************************************************************
 LL0231  DESIGNATION -  M 314
 LL0231  PID         -  LL0231
 LL0231  STATE/COUNTY-  CO/WELD
 LL0231  USGS QUAD   -  GREELEY (1980)
 LL0231
 LL0231                         *CURRENT SURVEY CONTROL
 LL0231  ___________________________________________________________________
 LL0231* NAD 83(1986)-  40 25 28.     (N)    104 39 33.     (W)     SCALED    
 LL0231* NAVD 88     -      1410.578  (meters)    4627.87   (feet)  ADJUSTED  
 LL0231  ___________________________________________________________________
 LL0231  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 LL0231  DYNAMIC HT  -        1409.377 (meters)    4623.93  (feet)  COMP
 LL0231  MODELED GRAV-     979,725.2   (mgal)                       NAVD 88
 LL0231
 LL0231  VERT ORDER  -  FIRST     CLASS II
 LL0231
 LL0231.The horizontal coordinates were scaled from a topographic map and have
 LL0231.an estimated accuracy of +/- 6 seconds.
 LL0231
 LL0231.The orthometric height was determined by differential leveling
 LL0231.and adjusted by the National Geodetic Survey in June 1991..
 LL0231
 LL0231.The geoid height was determined by GEOID03.
 LL0231
 LL0231.The dynamic height is computed by dividing the NAVD 88
 LL0231.geopotential number by the normal gravity value computed on the
 LL0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0231.degrees latitude (g = 980.6199 gals.).
 LL0231
 LL0231.The modeled gravity was interpolated from observed gravity values.
 LL0231
 LL0231;                    North         East    Units  Estimated Accuracy
 LL0231;SPC CO N     -   426,290.      985,750.      MT  (+/- 180 meters Scaled)
 LL0231
 LL0231                          SUPERSEDED SURVEY CONTROL
 LL0231
 LL0231  NGVD 29 (??/??/92) 1409.696  (m)         4624.98   (f) ADJ UNCH    1 2
 LL0231
 LL0231.Superseded values are not recommended for survey control.
 LL0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0231.See file dsdata.txt to determine how the superseded data were derived.
 LL0231
 LL0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE289749(NAD 83)
 LL0231_MARKER: DB = BENCH MARK DISK
 LL0231_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LL0231_STAMPING: M 314 1956
 LL0231_MARK LOGO: CGS   
 LL0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0231+STABILITY: SURFACE MOTION
 LL0231
 LL0231  HISTORY     - Date     Condition        Report By
 LL0231  HISTORY     - 1956     MONUMENTED       CGS
 LL0231  HISTORY     - 1983     GOOD             NGS
 LL0231
 LL0231                          STATION DESCRIPTION
 LL0231
 LL0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 LL0231'1.6 MI E FROM GREELEY.
 LL0231'1.6 MILES EAST ALONG STATE HIGHWAY 263 FROM THE UNION PACIFIC
 LL0231'RAILROAD STATION AT GREELEY, 40 FEET SOUTH OF THE CENTER LINE OF
 LL0231'THE HIGHWAY, 22.7 FEET NORTH OF A FENCE, 9.6 FEET NORTH OF THE
 LL0231'NORTHEAST CORNER OF A SMALL WHITE WATER GAUGE BUILDING, 1 FOOT
 LL0231'BELOW THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF
 LL0231'THE NORTH CONCRETE RETAINING WALL OF AN IRRIGATION DITCH, IN THE
 LL0231'SOUTHWEST 1/4 OF SECTION 3, TOWNSHIP 5 NORTH, RANGE 65 WEST.
 LL0231
 LL0231                          STATION RECOVERY (1983)
 LL0231
 LL0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0231'RECOVERED IN GOOD CONDITION, BUT NOT LEVELED TO DURING THIS SURVEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0030 ***********************************************************************
 LM0030  DESIGNATION -  M 316
 LM0030  PID         -  LM0030
 LM0030  STATE/COUNTY-  CO/JACKSON
 LM0030  USGS QUAD   -  COWDREY (1956)
 LM0030
 LM0030                         *CURRENT SURVEY CONTROL
 LM0030  ___________________________________________________________________
 LM0030* NAD 83(1986)-  40 47 21.     (N)    106 17 16.     (W)     SCALED    
 LM0030* NAVD 88     -      2433.619  (meters)    7984.30   (feet)  ADJUSTED  
 LM0030  ___________________________________________________________________
 LM0030  GEOID HEIGHT-         -11.84  (meters)                     GEOID03
 LM0030  DYNAMIC HT  -        2431.104 (meters)    7976.05  (feet)  COMP
 LM0030  MODELED GRAV-     979,503.3   (mgal)                       NAVD 88
 LM0030
 LM0030  VERT ORDER  -  FIRST     CLASS II
 LM0030
 LM0030.The horizontal coordinates were scaled from a topographic map and have
 LM0030.an estimated accuracy of +/- 6 seconds.
 LM0030
 LM0030.The orthometric height was determined by differential leveling
 LM0030.and adjusted by the National Geodetic Survey in June 1991..
 LM0030
 LM0030.The geoid height was determined by GEOID03.
 LM0030
 LM0030.The dynamic height is computed by dividing the NAVD 88
 LM0030.geopotential number by the normal gravity value computed on the
 LM0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0030.degrees latitude (g = 980.6199 gals.).
 LM0030
 LM0030.The modeled gravity was interpolated from observed gravity values.
 LM0030
 LM0030;                    North         East    Units  Estimated Accuracy
 LM0030;SPC CO N     -   466,740.      847,910.      MT  (+/- 180 meters Scaled)
 LM0030
 LM0030                          SUPERSEDED SURVEY CONTROL
 LM0030
 LM0030  NGVD 29 (??/??/92) 2432.250  (m)         7979.81   (f) ADJ UNCH    1 2
 LM0030
 LM0030.Superseded values are not recommended for survey control.
 LM0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0030.See file dsdata.txt to determine how the superseded data were derived.
 LM0030
 LM0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF913161(NAD 83)
 LM0030_MARKER: DB = BENCH MARK DISK
 LM0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0030_STAMPING: M 316 1956
 LM0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0030+STABILITY: SURFACE MOTION
 LM0030
 LM0030  HISTORY     - Date     Condition        Report By
 LM0030  HISTORY     - 1956     MONUMENTED       CGS
 LM0030
 LM0030                          STATION DESCRIPTION
 LM0030
 LM0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 LM0030'4.2 MI N FROM WALDEN.
 LM0030'4.2 MILES NORTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 LM0030'RAILROAD FROM THE STATION AT WALDEN, 1 POLE NORTH OF MILEPOST 88, 149
 LM0030'FEET EAST OF THE EAST RAIL, 17 FEET SOUTH OF A FENCE CORNER, 3.5 FEET
 LM0030'WEST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 LM0030'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, IN SECTION 32,
 LM0030'TOWNSHIP 10 NORTH, RANGE 79 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0267 ***********************************************************************
 HK0267  DESIGNATION -  M 32
 HK0267  PID         -  HK0267
 HK0267  STATE/COUNTY-  CO/CONEJOS
 HK0267  USGS QUAD   -  MANASSA (1982)
 HK0267
 HK0267                         *CURRENT SURVEY CONTROL
 HK0267  ___________________________________________________________________
 HK0267* NAD 83(1986)-  37 10 21.     (N)    105 59 13.     (W)     SCALED    
 HK0267* NAVD 88     -      2358.870  (meters)    7739.06   (feet)  ADJUSTED  
 HK0267  ___________________________________________________________________
 HK0267  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 HK0267  DYNAMIC HT  -        2355.732 (meters)    7728.76  (feet)  COMP
 HK0267  MODELED GRAV-     979,215.3   (mgal)                       NAVD 88
 HK0267
 HK0267  VERT ORDER  -  FIRST     CLASS II
 HK0267
 HK0267.The horizontal coordinates were scaled from a topographic map and have
 HK0267.an estimated accuracy of +/- 6 seconds.
 HK0267
 HK0267.The orthometric height was determined by differential leveling
 HK0267.and adjusted by the National Geodetic Survey in June 1991..
 HK0267
 HK0267.The geoid height was determined by GEOID03.
 HK0267
 HK0267.The dynamic height is computed by dividing the NAVD 88
 HK0267.geopotential number by the normal gravity value computed on the
 HK0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0267.degrees latitude (g = 980.6199 gals.).
 HK0267
 HK0267.The modeled gravity was interpolated from observed gravity values.
 HK0267
 HK0267;                    North         East    Units  Estimated Accuracy
 HK0267;SPC CO S     -   361,050.      871,160.      MT  (+/- 180 meters Scaled)
 HK0267
 HK0267                          SUPERSEDED SURVEY CONTROL
 HK0267
 HK0267  NGVD 29 (??/??/92) 2357.645  (m)         7735.04   (f) ADJ UNCH    1 2
 HK0267
 HK0267.Superseded values are not recommended for survey control.
 HK0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0267.See file dsdata.txt to determine how the superseded data were derived.
 HK0267
 HK0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB123144(NAD 83)
 HK0267_MARKER: DB = BENCH MARK DISK
 HK0267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HK0267_SP_SET: BUILDING
 HK0267_STAMPING: 7735.040 M 32 1933
 HK0267_MARK LOGO: CGS   
 HK0267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0267
 HK0267  HISTORY     - Date     Condition        Report By
 HK0267  HISTORY     - 1933     MONUMENTED       CGS
 HK0267  HISTORY     - 1935     GOOD             NGS
 HK0267  HISTORY     - 1984     GOOD             NGS
 HK0267
 HK0267                          STATION DESCRIPTION
 HK0267
 HK0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 HK0267'AT ROMEO.
 HK0267'AT ROMEO, CONEJOS COUNTY, EAST OF THE DENVER AND RIO GRANDE WESTERN
 HK0267'RAILROAD STATION, OPPOSITE A SIDING, ABOUT 30 YARDS SOUTH OF THE
 HK0267'CENTER LINE OF A STREET, 96.4 FEET SOUTH OF THE SOUTH EDGE OF A
 HK0267'CONCRETE CULVERT, IN THE CONCRETE WALL OF A POTATO STORAGE SHED, 1.4
 HK0267'FEET EAST OF THE NORTHWEST CORNER, 8.2 FEET WEST OF A DOOR, 8.2 FEET
 HK0267'BELOW THE TOP OF THE CONCRETE, AND ABOUT 2 FEET HIGHER THAN THE
 HK0267'GROUND.  A STANDARD DISK, STAMPED 7735.040 M 32 1933 AND SET
 HK0267'VERTICALLY.
 HK0267
 HK0267                          STATION RECOVERY (1984)
 HK0267
 HK0267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0267'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN ROMEO, AT
 HK0267'THE INTERSECTION OF STATE HIGHWAY 142 AND THE DENVER RIO GRANGE
 HK0267'WESTERN RAILROAD, SET VERTICALLY IN THE NORTH FACE OF A SILVER AND
 HK0267'YELLOW POTATO STORAGE BUILDING, 36.0 M (118.1 FT) SOUTH OF THE
 HK0267'CENTERLINE OF THE HIGHWAY, 16.2 M (53.1 FT) EAST OF THE NEAR RAIL, 0.4
 HK0267'M (1.3 FT) EAST OF THE NORTHWEST CORNER OF THE BUILDING, AND 0.3 M
 HK0267'(1.0 FT) EAST OF A FENCE.
 HK0267'THE MARK IS 0.6 METERS  E FROM  A WITNESS POST
 HK0267'THE MARK IS 1.0 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0662 ***********************************************************************
 KK0662  DESIGNATION -  M 320
 KK0662  PID         -  KK0662
 KK0662  STATE/COUNTY-  CO/JEFFERSON
 KK0662  USGS QUAD   -  GOLDEN (1994)
 KK0662
 KK0662                         *CURRENT SURVEY CONTROL
 KK0662  ___________________________________________________________________
 KK0662* NAD 83(1986)-  39 52 09.     (N)    105 14 27.     (W)     SCALED    
 KK0662* NAVD 88     -      1905.138  (meters)    6250.44   (feet)  ADJUSTED  
 KK0662  ___________________________________________________________________
 KK0662  GEOID HEIGHT-         -15.61  (meters)                     GEOID03
 KK0662  DYNAMIC HT  -        1903.216 (meters)    6244.13  (feet)  COMP
 KK0662  MODELED GRAV-     979,549.5   (mgal)                       NAVD 88
 KK0662
 KK0662  VERT ORDER  -  SECOND    CLASS 0
 KK0662
 KK0662.The horizontal coordinates were scaled from a topographic map and have
 KK0662.an estimated accuracy of +/- 6 seconds.
 KK0662
 KK0662.The orthometric height was determined by differential leveling
 KK0662.and adjusted by the National Geodetic Survey in June 1991..
 KK0662
 KK0662.The geoid height was determined by GEOID03.
 KK0662
 KK0662.The dynamic height is computed by dividing the NAVD 88
 KK0662.geopotential number by the normal gravity value computed on the
 KK0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0662.degrees latitude (g = 980.6199 gals.).
 KK0662
 KK0662.The modeled gravity was interpolated from observed gravity values.
 KK0662
 KK0662;                    North         East    Units  Estimated Accuracy
 KK0662;SPC CO C     -   530,840.      936,580.      MT  (+/- 180 meters Scaled)
 KK0662
 KK0662                          SUPERSEDED SURVEY CONTROL
 KK0662
 KK0662  NGVD 29 (??/??/92) 1903.968  (m)         6246.60   (f) ADJ UNCH    2 0
 KK0662
 KK0662.Superseded values are not recommended for survey control.
 KK0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0662.See file dsdata.txt to determine how the superseded data were derived.
 KK0662
 KK0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE794132(NAD 83)
 KK0662_MARKER: DB = BENCH MARK DISK
 KK0662_SETTING: 80 = SET IN A BOULDER
 KK0662_STAMPING: M 320 1952
 KK0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0662+STABILITY: SURFACE MOTION
 KK0662
 KK0662  HISTORY     - Date     Condition        Report By
 KK0662  HISTORY     - 1952     MONUMENTED       CGS
 KK0662  HISTORY     - 1957     MARK NOT FOUND   USGS
 KK0662  HISTORY     - 1982     MARK NOT FOUND   NGS
 KK0662
 KK0662                          STATION DESCRIPTION
 KK0662
 KK0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0662'11 MI NW FROM ARVADA.
 KK0662'10.25 MILES NORTHWEST ALONG THE DENVER AND SALT LAKE RAILROAD
 KK0662'FROM THE STATION AT ARVADA, THENCE 0.75 MILE NORTH ALONG STATE
 KK0662'HIGHWAY 93, 0.25 MILE NORTH OF A JUNCTION WITH STATE HIGHWAY
 KK0662'72, 48 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 5 FEET
 KK0662'NORTHWEST OF A WITNESS POST, FLUSH WITH THE GROUND, SET IN THE
 KK0662'TOP OF A GRANITE BOULDER.
 KK0662
 KK0662                          STATION RECOVERY (1957)
 KK0662
 KK0662'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 KK0662'MARK NOT FOUND.
 KK0662
 KK0662                          STATION RECOVERY (1982)
 KK0662
 KK0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0662'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0621 ***********************************************************************
 KK0621  DESIGNATION -  M 321
 KK0621  PID         -  KK0621
 KK0621  STATE/COUNTY-  CO/JEFFERSON
 KK0621  USGS QUAD   -  RALSTON BUTTES (1965)
 KK0621
 KK0621                         *CURRENT SURVEY CONTROL
 KK0621  ___________________________________________________________________
 KK0621* NAD 83(1986)-  39 52 19.     (N)    105 16 10.     (W)     SCALED    
 KK0621* NAVD 88     -      2001.824  (meters)    6567.65   (feet)  ADJUSTED  
 KK0621  ___________________________________________________________________
 KK0621  GEOID HEIGHT-         -15.32  (meters)                     GEOID03
 KK0621  DYNAMIC HT  -        1999.773 (meters)    6560.92  (feet)  COMP
 KK0621  MODELED GRAV-     979,530.4   (mgal)                       NAVD 88
 KK0621
 KK0621  VERT ORDER  -  SECOND    CLASS 0
 KK0621
 KK0621.The horizontal coordinates were scaled from a topographic map and have
 KK0621.an estimated accuracy of +/- 6 seconds.
 KK0621
 KK0621.The orthometric height was determined by differential leveling
 KK0621.and adjusted by the National Geodetic Survey in June 1991..
 KK0621
 KK0621.The geoid height was determined by GEOID03.
 KK0621
 KK0621.The dynamic height is computed by dividing the NAVD 88
 KK0621.geopotential number by the normal gravity value computed on the
 KK0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0621.degrees latitude (g = 980.6199 gals.).
 KK0621
 KK0621.The modeled gravity was interpolated from observed gravity values.
 KK0621
 KK0621;                    North         East    Units  Estimated Accuracy
 KK0621;SPC CO C     -   531,140.      934,130.      MT  (+/- 180 meters Scaled)
 KK0621
 KK0621                          SUPERSEDED SURVEY CONTROL
 KK0621
 KK0621  NGVD 29 (??/??/92) 2000.630  (m)         6563.73   (f) ADJ UNCH    2 0
 KK0621
 KK0621.Superseded values are not recommended for survey control.
 KK0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0621.See file dsdata.txt to determine how the superseded data were derived.
 KK0621
 KK0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE769135(NAD 83)
 KK0621_MARKER: DB = BENCH MARK DISK
 KK0621_SETTING: 80 = SET IN A BOULDER
 KK0621_STAMPING: M 321 1952
 KK0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0621+STABILITY: SURFACE MOTION
 KK0621
 KK0621  HISTORY     - Date     Condition        Report By
 KK0621  HISTORY     - 1952     MONUMENTED       CGS
 KK0621  HISTORY     - 1965     MARK NOT FOUND   NGS
 KK0621
 KK0621                          STATION DESCRIPTION
 KK0621
 KK0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0621'15 MI NW FROM ARVADA.
 KK0621'15.0 MILES NORTHWEST ALONG THE DENVER AND SALT LAKE RAILROAD
 KK0621'FROM THE STATION AT ARVADA, 27 FEET NORTHEAST OF MILEPOST
 KK0621'22, 35 FEET NORTHEAST OF THE NORTHEAST RAIL, 60 FEET SOUTH OF A
 KK0621'TELEPHONE POLE, 2 FEET BELOW THE TOP OF THE RAILS, SET IN THE
 KK0621'TOP OF THE CENTER OF A 3X4 FOOT GRANITE BOULDER.
 KK0621
 KK0621                          STATION RECOVERY (1965)
 KK0621
 KK0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 KK0621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0729 ***********************************************************************
 LL0729  DESIGNATION -  M 322
 LL0729  PID         -  LL0729
 LL0729  STATE/COUNTY-  CO/LARIMER
 LL0729  USGS QUAD   -  LOVELAND (1984)
 LL0729
 LL0729                         *CURRENT SURVEY CONTROL
 LL0729  ___________________________________________________________________
 LL0729* NAD 83(1986)-  40 24 34.     (N)    105 06 43.     (W)     SCALED    
 LL0729* NAVD 88     -      1544.893  (meters)    5068.54   (feet)  ADJUSTED  
 LL0729  ___________________________________________________________________
 LL0729  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 LL0729  DYNAMIC HT  -        1543.556 (meters)    5064.15  (feet)  COMP
 LL0729  MODELED GRAV-     979,705.8   (mgal)                       NAVD 88
 LL0729
 LL0729  VERT ORDER  -  SECOND    CLASS 0
 LL0729
 LL0729.The horizontal coordinates were scaled from a topographic map and have
 LL0729.an estimated accuracy of +/- 6 seconds.
 LL0729
 LL0729.The orthometric height was determined by differential leveling
 LL0729.and adjusted by the National Geodetic Survey in June 1991..
 LL0729
 LL0729.The geoid height was determined by GEOID03.
 LL0729
 LL0729.The dynamic height is computed by dividing the NAVD 88
 LL0729.geopotential number by the normal gravity value computed on the
 LL0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0729.degrees latitude (g = 980.6199 gals.).
 LL0729
 LL0729.The modeled gravity was interpolated from observed gravity values.
 LL0729
 LL0729;                    North         East    Units  Estimated Accuracy
 LL0729;SPC CO N     -   424,360.      947,340.      MT  (+/- 180 meters Scaled)
 LL0729
 LL0729                          SUPERSEDED SURVEY CONTROL
 LL0729
 LL0729  NGVD 29 (??/??/92) 1543.896  (m)         5065.27   (f) ADJ UNCH    2 0
 LL0729
 LL0729.Superseded values are not recommended for survey control.
 LL0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0729.See file dsdata.txt to determine how the superseded data were derived.
 LL0729
 LL0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE905732(NAD 83)
 LL0729_MARKER: DB = BENCH MARK DISK
 LL0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0729_STAMPING: M 322 1952
 LL0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0729+STABILITY: SURFACE MOTION
 LL0729
 LL0729  HISTORY     - Date     Condition        Report By
 LL0729  HISTORY     - 1952     MONUMENTED       CGS
 LL0729  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0729
 LL0729                          STATION DESCRIPTION
 LL0729
 LL0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0729'2.2 MI W FROM LOVELAND.
 LL0729'2.1 MILES WEST ALONG U.S. HIGHWAY 34 FROM THE LINCOLN GRADE SCHOOL
 LL0729'AT LOVELAND, THENCE 0.15 MILE NORTH ALONG A DIRT ROAD, 2 FEET
 LL0729'SOUTHEAST OF THE NORTHEAST CORNER OF THE SOUTH HANGAR AT THE
 LL0729'LOVELAND MUNICIPAL AIRPORT, 1 FOOT EAST OF THE EAST END OF THE
 LL0729'HANGAR, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT
 LL0729'ABOVE THE GROUND.
 LL0729
 LL0729                          STATION RECOVERY (1984)
 LL0729
 LL0729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0729'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0956 ***********************************************************************
 LL0956  DESIGNATION -  M 324
 LL0956  PID         -  LL0956
 LL0956  STATE/COUNTY-  CO/LARIMER
 LL0956  USGS QUAD   -  GLENDEVEY (1967)
 LL0956
 LL0956                         *CURRENT SURVEY CONTROL
 LL0956  ___________________________________________________________________
 LL0956* NAD 83(1986)-  40 52 18.     (N)    105 55 03.     (W)     SCALED    
 LL0956* NAVD 88     -      2444.920  (meters)    8021.38   (feet)  ADJUSTED  
 LL0956  ___________________________________________________________________
 LL0956  GEOID HEIGHT-         -11.08  (meters)                     GEOID03
 LL0956  DYNAMIC HT  -        2442.505 (meters)    8013.45  (feet)  COMP
 LL0956  MODELED GRAV-     979,547.5   (mgal)                       NAVD 88
 LL0956
 LL0956  VERT ORDER  -  SECOND    CLASS 0
 LL0956
 LL0956.The horizontal coordinates were scaled from a topographic map and have
 LL0956.an estimated accuracy of +/- 6 seconds.
 LL0956
 LL0956.The orthometric height was determined by differential leveling
 LL0956.and adjusted by the National Geodetic Survey in June 1991..
 LL0956
 LL0956.The geoid height was determined by GEOID03.
 LL0956
 LL0956.The dynamic height is computed by dividing the NAVD 88
 LL0956.geopotential number by the normal gravity value computed on the
 LL0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0956.degrees latitude (g = 980.6199 gals.).
 LL0956
 LL0956.The modeled gravity was interpolated from observed gravity values.
 LL0956
 LL0956;                    North         East    Units  Estimated Accuracy
 LL0956;SPC CO N     -   475,690.      879,210.      MT  (+/- 180 meters Scaled)
 LL0956
 LL0956                          SUPERSEDED SURVEY CONTROL
 LL0956
 LL0956  NGVD 29 (??/??/92) 2443.657  (m)         8017.23   (f) ADJ UNCH    2 0
 LL0956
 LL0956.Superseded values are not recommended for survey control.
 LL0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0956.See file dsdata.txt to determine how the superseded data were derived.
 LL0956
 LL0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF226249(NAD 83)
 LL0956_MARKER: DB = BENCH MARK DISK
 LL0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0956_STAMPING: M 324 1951
 LL0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0956+STABILITY: SURFACE MOTION
 LL0956
 LL0956  HISTORY     - Date     Condition        Report By
 LL0956  HISTORY     - 1951     MONUMENTED       CGS
 LL0956
 LL0956                          STATION DESCRIPTION
 LL0956
 LL0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0956'6.6 MI NE FROM GLENDEVEY.
 LL0956'6.55 MILES NORTHEAST ALONG A WINDING GRAVELED ROAD FROM THE
 LL0956'GROCERY STORE AT GLENDEVEY LODGE, 0.2 MILE WEST OF A BRIDGE
 LL0956'OVER THE LARAMIE RIVER, 33 FEET SOUTH OF THE CENTER LINE OF THE
 LL0956'ROAD, 2.8 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 LL0956'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0931 ***********************************************************************
 LL0931  DESIGNATION -  M 325
 LL0931  PID         -  LL0931
 LL0931  STATE/COUNTY-  CO/LARIMER
 LL0931  USGS QUAD   -  CHAMBERS LAKE (1977)
 LL0931
 LL0931                         *CURRENT SURVEY CONTROL
 LL0931  ___________________________________________________________________
 LL0931* NAD 83(1986)-  40 36 19.     (N)    105 50 41.     (W)     SCALED    
 LL0931* NAVD 88     -      2798.895  (meters)    9182.71   (feet)  ADJUSTED  
 LL0931  ___________________________________________________________________
 LL0931  GEOID HEIGHT-         -11.18  (meters)                     GEOID03
 LL0931  DYNAMIC HT  -        2795.849 (meters)    9172.71  (feet)  COMP
 LL0931  MODELED GRAV-     979,433.9   (mgal)                       NAVD 88
 LL0931
 LL0931  VERT ORDER  -  SECOND    CLASS 0
 LL0931
 LL0931.The horizontal coordinates were scaled from a topographic map and have
 LL0931.an estimated accuracy of +/- 6 seconds.
 LL0931
 LL0931.The orthometric height was determined by differential leveling
 LL0931.and adjusted by the National Geodetic Survey in June 1991..
 LL0931
 LL0931.The geoid height was determined by GEOID03.
 LL0931
 LL0931.The dynamic height is computed by dividing the NAVD 88
 LL0931.geopotential number by the normal gravity value computed on the
 LL0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0931.degrees latitude (g = 980.6199 gals.).
 LL0931
 LL0931.The modeled gravity was interpolated from observed gravity values.
 LL0931
 LL0931;                    North         East    Units  Estimated Accuracy
 LL0931;SPC CO N     -   446,090.      885,230.      MT  (+/- 180 meters Scaled)
 LL0931
 LL0931                          SUPERSEDED SURVEY CONTROL
 LL0931
 LL0931  NGVD 29 (??/??/92) 2797.470  (m)         9178.03   (f) ADJ UNCH    2 0
 LL0931
 LL0931.Superseded values are not recommended for survey control.
 LL0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0931.See file dsdata.txt to determine how the superseded data were derived.
 LL0931
 LL0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE285952(NAD 83)
 LL0931_MARKER: DB = BENCH MARK DISK
 LL0931_SETTING: 80 = SET IN A BOULDER
 LL0931_STAMPING: M 325 1951
 LL0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0931+STABILITY: SURFACE MOTION
 LL0931
 LL0931  HISTORY     - Date     Condition        Report By
 LL0931  HISTORY     - 1951     MONUMENTED       CGS
 LL0931
 LL0931                          STATION DESCRIPTION
 LL0931
 LL0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0931'18.2 MI SE FROM GLENDEVEY.
 LL0931'3.2 MILES EAST ALONG A WINDING GRAVELED ROAD FROM THE GROCERY
 LL0931'STORE AT GLENDEVEY LODGE, THENCE 15.0 MILES SOUTH ALONG A
 LL0931'WINDING GRAVELED ROAD, 37 FEET NORTHWEST OF THE CENTER LINE
 LL0931'OF THE ROAD, 0.25 MILE SOUTHWEST OF A CATTLE GUARD, 2 FEET
 LL0931'ABOVE THE LEVEL OF THE ROAD, IN THE CENTER OF A GROUP OF GRANITE
 LL0931'BOULDERS, SET IN THE TOP OF A LARGE GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0667 ***********************************************************************
 LL0667  DESIGNATION -  M 326
 LL0667  PID         -  LL0667
 LL0667  STATE/COUNTY-  CO/BOULDER
 LL0667  USGS QUAD   -  RAYMOND (1978)
 LL0667
 LL0667                         *CURRENT SURVEY CONTROL
 LL0667  ___________________________________________________________________
 LL0667* NAD 83(1986)-  40 09 34.     (N)    105 27 15.     (W)     SCALED    
 LL0667* NAVD 88     -      2351.802  (meters)    7715.87   (feet)  ADJUSTED  
 LL0667  ___________________________________________________________________
 LL0667  GEOID HEIGHT-         -13.57  (meters)                     GEOID03
 LL0667  DYNAMIC HT  -        2349.322 (meters)    7707.73  (feet)  COMP
 LL0667  MODELED GRAV-     979,486.2   (mgal)                       NAVD 88
 LL0667
 LL0667  VERT ORDER  -  SECOND    CLASS 0
 LL0667
 LL0667.The horizontal coordinates were scaled from a topographic map and have
 LL0667.an estimated accuracy of +/- 6 seconds.
 LL0667
 LL0667.The orthometric height was determined by differential leveling
 LL0667.and adjusted by the National Geodetic Survey in June 1991..
 LL0667
 LL0667.The geoid height was determined by GEOID03.
 LL0667
 LL0667.The dynamic height is computed by dividing the NAVD 88
 LL0667.geopotential number by the normal gravity value computed on the
 LL0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0667.degrees latitude (g = 980.6199 gals.).
 LL0667
 LL0667.The modeled gravity was interpolated from observed gravity values.
 LL0667
 LL0667;                    North         East    Units  Estimated Accuracy
 LL0667;SPC CO N     -   396,530.      918,310.      MT  (+/- 180 meters Scaled)
 LL0667
 LL0667                          SUPERSEDED SURVEY CONTROL
 LL0667
 LL0667  NGVD 29 (??/??/92) 2350.526  (m)         7711.68   (f) ADJ UNCH    2 0
 LL0667
 LL0667.Superseded values are not recommended for survey control.
 LL0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0667.See file dsdata.txt to determine how the superseded data were derived.
 LL0667
 LL0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE613455(NAD 83)
 LL0667_MARKER: DB = BENCH MARK DISK
 LL0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0667_STAMPING: M 326 1951
 LL0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0667+STABILITY: SURFACE MOTION
 LL0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LL0667+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 LL0667
 LL0667  HISTORY     - Date     Condition        Report By
 LL0667  HISTORY     - 1951     MONUMENTED       CGS
 LL0667  HISTORY     - 19990913 GOOD             USPSQD
 LL0667  HISTORY     - 20010331 GOOD             NGS
 LL0667  HISTORY     - 20031010 GOOD             USPSQD
 LL0667  HISTORY     - 20050901 GOOD             USPSQD
 LL0667
 LL0667                          STATION DESCRIPTION
 LL0667
 LL0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0667'AT RAYMOND.
 LL0667'AT RAYMOND, AT THE JUNCTION OF STATE HIGHWAYS 7 AND 160, 138
 LL0667'FEET NORTHEAST OF THE CENTER OF THE HIGHWAY JUNCTION, 49 FEET
 LL0667'NORTH OF THE CENTER LINE OF STATE HIGHWAY 7, 37 FEET SOUTHEAST
 LL0667'OF THE SOUTH CORNER OF A CABIN, 12 FEET WEST OF A 20 INCH PINE
 LL0667'TREE, 2.4 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 LL0667'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 LL0667
 LL0667                          STATION RECOVERY (1999)
 LL0667
 LL0667'RECOVERY NOTE BY US POWER SQUADRON 1999
 LL0667'RECOVERED IN GOOD CONDITION.
 LL0667
 LL0667                          STATION RECOVERY (2001)
 LL0667
 LL0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0667'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL0667
 LL0667                          STATION RECOVERY (2003)
 LL0667
 LL0667'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 LL0667'RECOVERED IN GOOD CONDITION.
 LL0667
 LL0667                          STATION RECOVERY (2005)
 LL0667
 LL0667'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 LL0667'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0853 ***********************************************************************
 LL0853  DESIGNATION -  M 327
 LL0853  PID         -  LL0853
 LL0853  STATE/COUNTY-  CO/LARIMER
 LL0853  USGS QUAD   -  CHAMBERS LAKE (1977)
 LL0853
 LL0853                         *CURRENT SURVEY CONTROL
 LL0853  ___________________________________________________________________
 LL0853* NAD 83(1986)-  40 31 35.     (N)    105 47 14.     (W)     SCALED    
 LL0853* NAVD 88     -      3114.229  (meters)   10217.27   (feet)  ADJUSTED  
 LL0853  ___________________________________________________________________
 LL0853  GEOID HEIGHT-         -11.27  (meters)                     GEOID03
 LL0853  DYNAMIC HT  -        3110.655 (meters)   10205.54  (feet)  COMP
 LL0853  MODELED GRAV-     979,362.4   (mgal)                       NAVD 88
 LL0853
 LL0853  VERT ORDER  -  SECOND    CLASS 0
 LL0853
 LL0853.The horizontal coordinates were scaled from a topographic map and have
 LL0853.an estimated accuracy of +/- 6 seconds.
 LL0853
 LL0853.The orthometric height was determined by differential leveling
 LL0853.and adjusted by the National Geodetic Survey in June 1991..
 LL0853
 LL0853.The geoid height was determined by GEOID03.
 LL0853
 LL0853.The dynamic height is computed by dividing the NAVD 88
 LL0853.geopotential number by the normal gravity value computed on the
 LL0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0853.degrees latitude (g = 980.6199 gals.).
 LL0853
 LL0853.The modeled gravity was interpolated from observed gravity values.
 LL0853
 LL0853;                    North         East    Units  Estimated Accuracy
 LL0853;SPC CO N     -   437,310.      890,070.      MT  (+/- 180 meters Scaled)
 LL0853
 LL0853                          SUPERSEDED SURVEY CONTROL
 LL0853
 LL0853  NGVD 29 (??/??/92) 3112.704  (m)        10212.26   (f) ADJ UNCH    2 0
 LL0853
 LL0853.Superseded values are not recommended for survey control.
 LL0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0853.See file dsdata.txt to determine how the superseded data were derived.
 LL0853
 LL0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE333864(NAD 83)
 LL0853_MARKER: DB = BENCH MARK DISK
 LL0853_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LL0853_SP_SET: LARGE ROCK
 LL0853_STAMPING: M 327 1951
 LL0853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0853
 LL0853  HISTORY     - Date     Condition        Report By
 LL0853  HISTORY     - 1951     MONUMENTED       CGS
 LL0853
 LL0853                          STATION DESCRIPTION
 LL0853
 LL0853'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0853'10.5 MI SE FROM CHAMBERS LAKE.
 LL0853'3.0 MILES SOUTHWEST ALONG STATE HIGHWAY 14 FROM THE ROAD JUNCTION
 LL0853'AT CHAMBERS LAKE, THENCE 7.5 MILES SOUTHEAST ALONG A WINDING ROAD
 LL0853'LEADING TO LONG DRAW RESERVOIR, 22 FEET WEST OF A 10 INCH
 LL0853'TRIANGULAR BLAZED PINE TREE, 16 FEET NORTH OF THE CENTER LINE OF
 LL0853'THE ROAD, 6.3 FEET SOUTHEAST OF AN 8 INCH TRIANGULAR BLAZED PINE
 LL0853'TREE, 6 FEET ABOVE THE LEVEL OF THE ROAD, SET IN THE TOP OF A LARGE
 LL0853'GRANITE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0646 ***********************************************************************
 KK0646  DESIGNATION -  M 328
 KK0646  PID         -  KK0646
 KK0646  STATE/COUNTY-  CO/BOULDER
 KK0646  USGS QUAD   -  NEDERLAND (1972)
 KK0646
 KK0646                         *CURRENT SURVEY CONTROL
 KK0646  ___________________________________________________________________
 KK0646* NAD 83(1986)-  39 58 52.     (N)    105 30 24.     (W)     SCALED    
 KK0646* NAVD 88     -      2518.599  (meters)    8263.10   (feet)  ADJUSTED  
 KK0646  ___________________________________________________________________
 KK0646  GEOID HEIGHT-         -13.30  (meters)                     GEOID03
 KK0646  DYNAMIC HT  -        2515.813 (meters)    8253.96  (feet)  COMP
 KK0646  MODELED GRAV-     979,428.4   (mgal)                       NAVD 88
 KK0646
 KK0646  VERT ORDER  -  SECOND    CLASS 0
 KK0646
 KK0646.The horizontal coordinates were scaled from a topographic map and have
 KK0646.an estimated accuracy of +/- 6 seconds.
 KK0646
 KK0646.The orthometric height was determined by differential leveling
 KK0646.and adjusted by the National Geodetic Survey in June 1991..
 KK0646
 KK0646.The geoid height was determined by GEOID03.
 KK0646
 KK0646.The dynamic height is computed by dividing the NAVD 88
 KK0646.geopotential number by the normal gravity value computed on the
 KK0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0646.degrees latitude (g = 980.6199 gals.).
 KK0646
 KK0646.The modeled gravity was interpolated from observed gravity values.
 KK0646
 KK0646;                    North         East    Units  Estimated Accuracy
 KK0646;SPC CO N     -   376,720.      913,830.      MT  (+/- 180 meters Scaled)
 KK0646
 KK0646                          SUPERSEDED SURVEY CONTROL
 KK0646
 KK0646  NGVD 29 (??/??/92) 2517.232  (m)         8258.62   (f) ADJ UNCH    2 0
 KK0646
 KK0646.Superseded values are not recommended for survey control.
 KK0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0646.See file dsdata.txt to determine how the superseded data were derived.
 KK0646
 KK0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE567257(NAD 83)
 KK0646_MARKER: DB = BENCH MARK DISK
 KK0646_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0646_SP_SET: FOUNDATION
 KK0646_STAMPING: M 328 1951
 KK0646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0646+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 KK0646
 KK0646  HISTORY     - Date     Condition        Report By
 KK0646  HISTORY     - 1951     MONUMENTED       CGS
 KK0646  HISTORY     - 1972     GOOD             USGS
 KK0646  HISTORY     - 19950825 GOOD             USPSQD
 KK0646  HISTORY     - 20010331 GOOD             NGS
 KK0646  HISTORY     - 20020913 GOOD             USPSQD
 KK0646  HISTORY     - 20050201 GOOD             USPSQD
 KK0646
 KK0646                          STATION DESCRIPTION
 KK0646
 KK0646'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 KK0646'2 MI N FROM NEDERLAND.
 KK0646'NEDERLAND 2.0 MILES NORTH ALONG HWY 72 FROM ITS JUNCTION WITH HWY
 KK0646'119 AT THE STOP SIGN TO A GRAVEL ROAD, THENCE WEST 0.15 MILE, 75
 KK0646'FEET SOUTH AND 6 FEET LOWER, A STANDARD BRASS DISK, STAMPED 328
 KK0646'1951 SET IN THE TOP OF AN OLD FOUNDATION
 KK0646
 KK0646                          STATION RECOVERY (1995)
 KK0646
 KK0646'RECOVERY NOTE BY US POWER SQUADRON 1995
 KK0646'RECOVERED IN GOOD CONDITION.
 KK0646
 KK0646                          STATION RECOVERY (2001)
 KK0646
 KK0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KK0646'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KK0646
 KK0646                          STATION RECOVERY (2002)
 KK0646
 KK0646'RECOVERY NOTE BY US POWER SQUADRON 2002 (WAF)
 KK0646'RECOVERED IN GOOD CONDITION.
 KK0646
 KK0646                          STATION RECOVERY (2005)
 KK0646
 KK0646'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 KK0646'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0257 ***********************************************************************
 LL0257  DESIGNATION -  M 329
 LL0257  PID         -  LL0257
 LL0257  STATE/COUNTY-  CO/WELD
 LL0257  USGS QUAD   -  GOWANDA (1979)
 LL0257
 LL0257                         *CURRENT SURVEY CONTROL
 LL0257  ___________________________________________________________________
 LL0257* NAD 83(1986)-  40 12 18.     (N)    104 59 54.     (W)     SCALED    
 LL0257* NAVD 88     -      1527.027  (meters)    5009.92   (feet)  POSTED    
 LL0257  ___________________________________________________________________
 LL0257  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 LL0257  DYNAMIC HT  -        1525.660 (meters)    5005.44  (feet)  COMP
 LL0257  MODELED GRAV-     979,675.5   (mgal)                       NAVD 88
 LL0257
 LL0257  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0257
 LL0257.The horizontal coordinates were scaled from a topographic map and have
 LL0257.an estimated accuracy of +/- 6 seconds.
 LL0257
 LL0257.The orthometric height was determined by differential leveling
 LL0257.and adjusted by the National Geodetic Survey in 1992..
 LL0257.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0257.rate of 0.0 thru 1.0 mm/km.
 LL0257
 LL0257.The geoid height was determined by GEOID03.
 LL0257
 LL0257.The dynamic height is computed by dividing the NAVD 88
 LL0257.geopotential number by the normal gravity value computed on the
 LL0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0257.degrees latitude (g = 980.6199 gals.).
 LL0257
 LL0257.The modeled gravity was interpolated from observed gravity values.
 LL0257
 LL0257;                    North         East    Units  Estimated Accuracy
 LL0257;SPC CO N     -   401,700.      957,110.      MT  (+/- 180 meters Scaled)
 LL0257
 LL0257                          SUPERSEDED SURVEY CONTROL
 LL0257
 LL0257  NGVD 29 (??/??/92) 1526.083  (m)         5006.82   (f) ADJ UNCH    2 0
 LL0257
 LL0257.Superseded values are not recommended for survey control.
 LL0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0257.See file dsdata.txt to determine how the superseded data were derived.
 LL0257
 LL0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE001505(NAD 83)
 LL0257_MARKER: DB = BENCH MARK DISK
 LL0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0257_STAMPING: M 329 1951
 LL0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0257+STABILITY: SURFACE MOTION
 LL0257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0257+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005
 LL0257
 LL0257  HISTORY     - Date     Condition        Report By
 LL0257  HISTORY     - 1951     MONUMENTED       CGS
 LL0257  HISTORY     - 1983     GOOD             CGS
 LL0257  HISTORY     - 20040808 GOOD             USPSQD
 LL0257  HISTORY     - 20050810 GOOD             USPSQD
 LL0257
 LL0257                          STATION DESCRIPTION
 LL0257
 LL0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0257'7 MI NE FROM LONGMONT.
 LL0257'1.55 MILES NORTH ALONG U.S. HIGHWAYS 87 AND 287 FROM THE ENTRANCE
 LL0257'TO THE CEMETERY AT LONGMONT, THENCE 5.5 MILES EAST ALONG STATE
 LL0257'HIGHWAY 66, AT A ROAD JUNCTION, 43 FEET EAST OF THE CENTER LINE OF
 LL0257'A NORTH AND SOUTH ROAD, 44 FEET SOUTH OF THE CENTER LINE OF THE
 LL0257'HIGHWAY, 6 FEET WEST OF A TELEPHONE POLE, 2 FEET NORTH OF A WITNESS
 LL0257'POST, 9.5 FEET SOUTHEAST OF THE EAST END OF THE SOUTH HEADWALL OF A
 LL0257'16 INCH PIPE CULVERT UNDER THE HIGHWAY, SET IN THE TOP OF A CONCRETE
 LL0257'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LL0257
 LL0257                          STATION RECOVERY (1983)
 LL0257
 LL0257'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1983
 LL0257'ADDITIONS: THE TELEPHONE POLE AND THE OLD WITNESS POST ARE GONE AND
 LL0257'THE HIGHWAY HAS BEEN MOVED TO THE NORTH. THE BENCH MARK IS 61.0 M (21
 LL0257'FT) EAST OF A NORTH-SOUTH FENCE LINE, AND 0.5 M (1.5 FT) WEST OF A
 LL0257'NEW WITNESS POST. THE MARK IS 5 CM (2 IN.) ABOVE THE GROUND.
 LL0257
 LL0257                          STATION RECOVERY (2004)
 LL0257
 LL0257'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL0257'RECOVERED IN GOOD CONDITION.
 LL0257
 LL0257                          STATION RECOVERY (2005)
 LL0257
 LL0257'RECOVERY NOTE BY US POWER SQUADRON 2005 (GWS)
 LL0257'FOUND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0361 ***********************************************************************
 HK0361  DESIGNATION -  M 33
 HK0361  PID         -  HK0361
 HK0361  STATE/COUNTY-  CO/ALAMOSA
 HK0361  USGS QUAD   -  HOOPER EAST (1968)
 HK0361
 HK0361                         *CURRENT SURVEY CONTROL
 HK0361  ___________________________________________________________________
 HK0361* NAD 83(1986)-  37 37 30.     (N)    105 52 00.     (W)     SCALED    
 HK0361* NAVD 88     -      2302.669  (meters)    7554.67   (feet)  POSTED    
 HK0361  ___________________________________________________________________
 HK0361  GEOID HEIGHT-         -16.59  (meters)                     GEOID03
 HK0361  DYNAMIC HT  -        2299.690 (meters)    7544.90  (feet)  COMP
 HK0361  MODELED GRAV-     979,255.6   (mgal)                       NAVD 88
 HK0361
 HK0361  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HK0361
 HK0361.The horizontal coordinates were scaled from a topographic map and have
 HK0361.an estimated accuracy of +/- 6 seconds.
 HK0361
 HK0361.The orthometric height was determined by differential leveling
 HK0361.and adjusted by the National Geodetic Survey in 1992..
 HK0361.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HK0361.rate of 0.0 thru 1.0 mm/km.
 HK0361
 HK0361.The geoid height was determined by GEOID03.
 HK0361
 HK0361.The dynamic height is computed by dividing the NAVD 88
 HK0361.geopotential number by the normal gravity value computed on the
 HK0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0361.degrees latitude (g = 980.6199 gals.).
 HK0361
 HK0361.The modeled gravity was interpolated from observed gravity values.
 HK0361
 HK0361;                    North         East    Units  Estimated Accuracy
 HK0361;SPC CO S     -   411,220.      882,040.      MT  (+/- 180 meters Scaled)
 HK0361
 HK0361                          SUPERSEDED SURVEY CONTROL
 HK0361
 HK0361  NGVD 29 (??/??/92) 2301.514  (m)         7550.88   (f) ADJ UNCH    1 2
 HK0361
 HK0361.Superseded values are not recommended for survey control.
 HK0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0361.See file dsdata.txt to determine how the superseded data were derived.
 HK0361
 HK0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB235645(NAD 83)
 HK0361_MARKER: DB = BENCH MARK DISK
 HK0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0361_STAMPING: M 33 1933
 HK0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0361+STABILITY: SURFACE MOTION
 HK0361
 HK0361  HISTORY     - Date     Condition        Report By
 HK0361  HISTORY     - 1933     MONUMENTED       CGS
 HK0361  HISTORY     - 1967     POOR             NGS
 HK0361  HISTORY     - 1984     MARK NOT FOUND   NGS
 HK0361
 HK0361                          STATION DESCRIPTION
 HK0361
 HK0361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HK0361'1.7 MI S FROM MOSCA.
 HK0361'REVISED DESCRIPTION-1.7 MILES SOUTH ALONG STATE HIGHWAY 17 TO A FIELD
 HK0361'ROAD EAST FROM MOSCA, 150 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 HK0361'ABOUT 50 FEET NORTH OF A DIM FIELD ROAD, IN THE INSIDE (NE) CORNER OF
 HK0361'AN IRRIGATION DITCH.  SET IN A CONCRETE POST, LEANING SLIGHTLY EAST.
 HK0361
 HK0361                          STATION RECOVERY (1984)
 HK0361
 HK0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HK0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0140 ***********************************************************************
 LL0140  DESIGNATION -  M 330
 LL0140  PID         -  LL0140
 LL0140  STATE/COUNTY-  CO/WELD
 LL0140  USGS QUAD   -  ROGGEN (1978)
 LL0140
 LL0140                         *CURRENT SURVEY CONTROL
 LL0140  ___________________________________________________________________
 LL0140* NAD 83(1986)-  40 11 32.     (N)    104 20 54.     (W)     SCALED    
 LL0140* NAVD 88     -      1424.841  (meters)    4674.67   (feet)  ADJUSTED  
 LL0140  ___________________________________________________________________
 LL0140  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 LL0140  DYNAMIC HT  -        1423.628 (meters)    4670.69  (feet)  COMP
 LL0140  MODELED GRAV-     979,724.4   (mgal)                       NAVD 88
 LL0140
 LL0140  VERT ORDER  -  SECOND    CLASS 0
 LL0140
 LL0140.The horizontal coordinates were scaled from a topographic map and have
 LL0140.an estimated accuracy of +/- 6 seconds.
 LL0140
 LL0140.The orthometric height was determined by differential leveling
 LL0140.and adjusted by the National Geodetic Survey in June 1991..
 LL0140
 LL0140.The geoid height was determined by GEOID03.
 LL0140
 LL0140.The dynamic height is computed by dividing the NAVD 88
 LL0140.geopotential number by the normal gravity value computed on the
 LL0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0140.degrees latitude (g = 980.6199 gals.).
 LL0140
 LL0140.The modeled gravity was interpolated from observed gravity values.
 LL0140
 LL0140;                    North         East    Units  Estimated Accuracy
 LL0140;SPC CO N     -   400,800.    1,012,460.      MT  (+/- 180 meters Scaled)
 LL0140
 LL0140                          SUPERSEDED SURVEY CONTROL
 LL0140
 LL0140  NGVD 29 (??/??/92) 1424.023  (m)         4671.98   (f) ADJ UNCH    2 0
 LL0140
 LL0140.Superseded values are not recommended for survey control.
 LL0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0140.See file dsdata.txt to determine how the superseded data were derived.
 LL0140
 LL0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE554492(NAD 83)
 LL0140_MARKER: DB = BENCH MARK DISK
 LL0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0140_STAMPING: M 330 1952
 LL0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0140+STABILITY: SURFACE MOTION
 LL0140
 LL0140  HISTORY     - Date     Condition        Report By
 LL0140  HISTORY     - 1952     MONUMENTED       CGS
 LL0140
 LL0140                          STATION DESCRIPTION
 LL0140
 LL0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0140'2.8 MI NE FROM ROGGEN.
 LL0140'0.95 MILE EAST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE AT ROGGEN,
 LL0140'THENCE 1.35 MILES NORTH ALONG A GRAVELED ROAD, THENCE 0.5 MILE
 LL0140'NORTHEAST ALONG A GRAVELED ROAD, 109 FEET SOUTH OF THE CENTER LINE
 LL0140'OF THE ROAD, 104 FEET SOUTH OF THE SOUTH END OF A CATTLE GUARD,
 LL0140'2.6 FEET EAST OF A FENCE, 2.5 FEET NORTH OF A WITNESS POST, SET IN
 LL0140'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0046 ***********************************************************************
 KK0046  DESIGNATION -  M 331
 KK0046  PID         -  KK0046
 KK0046  STATE/COUNTY-  CO/ADAMS
 KK0046  USGS QUAD   -  SUNNYDALE (1978)
 KK0046
 KK0046                         *CURRENT SURVEY CONTROL
 KK0046  ___________________________________________________________________
 KK0046* NAD 83(1986)-  39 54 43.     (N)    104 24 50.     (W)     SCALED    
 KK0046* NAVD 88     -      1569.096  (meters)    5147.94   (feet)  ADJUSTED  
 KK0046  ___________________________________________________________________
 KK0046  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 KK0046  DYNAMIC HT  -        1567.683 (meters)    5143.31  (feet)  COMP
 KK0046  MODELED GRAV-     979,669.9   (mgal)                       NAVD 88
 KK0046
 KK0046  VERT ORDER  -  SECOND    CLASS 0
 KK0046
 KK0046.The horizontal coordinates were scaled from a topographic map and have
 KK0046.an estimated accuracy of +/- 6 seconds.
 KK0046
 KK0046.The orthometric height was determined by differential leveling
 KK0046.and adjusted by the National Geodetic Survey in June 1991..
 KK0046
 KK0046.The geoid height was determined by GEOID03.
 KK0046
 KK0046.The dynamic height is computed by dividing the NAVD 88
 KK0046.geopotential number by the normal gravity value computed on the
 KK0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0046.degrees latitude (g = 980.6199 gals.).
 KK0046
 KK0046.The modeled gravity was interpolated from observed gravity values.
 KK0046
 KK0046;                    North         East    Units  Estimated Accuracy
 KK0046;SPC CO N     -   369,610.    1,007,260.      MT  (+/- 180 meters Scaled)
 KK0046
 KK0046                          SUPERSEDED SURVEY CONTROL
 KK0046
 KK0046  NGVD 29 (??/??/92) 1568.240  (m)         5145.13   (f) ADJ UNCH    2 0
 KK0046
 KK0046.Superseded values are not recommended for survey control.
 KK0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0046.See file dsdata.txt to determine how the superseded data were derived.
 KK0046
 KK0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE500181(NAD 83)
 KK0046_MARKER: DB = BENCH MARK DISK
 KK0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0046_STAMPING: M 331 1952
 KK0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0046+STABILITY: SURFACE MOTION
 KK0046
 KK0046  HISTORY     - Date     Condition        Report By
 KK0046  HISTORY     - 1952     MONUMENTED       CGS
 KK0046
 KK0046                          STATION DESCRIPTION
 KK0046
 KK0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0046'11.2 MI S FROM PROSPECT VALLEY.
 KK0046'11.2 MILES SOUTH ALONG STATE HIGHWAY 79 FROM ITS INTERSECTION
 KK0046'WITH STATE HIGHWAY 52 AT PROSPECT VALLEY, 138 FEET NORTHWEST OF
 KK0046'THE NORTHWEST CORNER OF A FARMHOUSE, 16.6 FEET NORTH OF THE
 KK0046'CENTER OF THE EAST ENTRANCE TO A GRAINERY AND IMPLEMENT SHOP,
 KK0046'2.1 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE BUILDING,
 KK0046'SET IN THE TOP OF A CONCRETE POST WHICH IS 0.1 FOOT BELOW
 KK0046'THE TOP OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1214 ***********************************************************************
 KK1214  DESIGNATION -  M 336
 KK1214  PID         -  KK1214
 KK1214  STATE/COUNTY-  CO/GRAND
 KK1214  USGS QUAD   -  FRASER (1957)
 KK1214
 KK1214                         *CURRENT SURVEY CONTROL
 KK1214  ___________________________________________________________________
 KK1214* NAD 83(1986)-  39 53 51.     (N)    105 45 34.     (W)     SCALED    
 KK1214* NAVD 88     -      2856.724  (meters)    9372.44   (feet)  ADJUSTED  
 KK1214  ___________________________________________________________________
 KK1214  GEOID HEIGHT-         -12.37  (meters)                     GEOID03
 KK1214  DYNAMIC HT  -        2853.337 (meters)    9361.32  (feet)  COMP
 KK1214  MODELED GRAV-     979,336.0   (mgal)                       NAVD 88
 KK1214
 KK1214  VERT ORDER  -  SECOND    CLASS 0
 KK1214
 KK1214.The horizontal coordinates were scaled from a topographic map and have
 KK1214.an estimated accuracy of +/- 6 seconds.
 KK1214
 KK1214.The orthometric height was determined by differential leveling
 KK1214.and adjusted by the National Geodetic Survey in June 1991..
 KK1214
 KK1214.The geoid height was determined by GEOID03.
 KK1214
 KK1214.The dynamic height is computed by dividing the NAVD 88
 KK1214.geopotential number by the normal gravity value computed on the
 KK1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1214.degrees latitude (g = 980.6199 gals.).
 KK1214
 KK1214.The modeled gravity was interpolated from observed gravity values.
 KK1214
 KK1214;                    North         East    Units  Estimated Accuracy
 KK1214;SPC CO N     -   367,470.      892,210.      MT  (+/- 180 meters Scaled)
 KK1214
 KK1214                          SUPERSEDED SURVEY CONTROL
 KK1214
 KK1214  NGVD 29 (??/??/92) 2855.192  (m)         9367.41   (f) ADJ UNCH    2 0
 KK1214
 KK1214.Superseded values are not recommended for survey control.
 KK1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1214.See file dsdata.txt to determine how the superseded data were derived.
 KK1214
 KK1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE350166(NAD 83)
 KK1214_MARKER: DB = BENCH MARK DISK
 KK1214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK1214_SP_SET: ABUTMENT
 KK1214_STAMPING: M 336 1952
 KK1214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1214
 KK1214  HISTORY     - Date     Condition        Report By
 KK1214  HISTORY     - 1952     MONUMENTED       CGS
 KK1214
 KK1214                          STATION DESCRIPTION
 KK1214
 KK1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK1214'1.7 MI N FROM WEST PORTAL.
 KK1214'0.2 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE WEST ENTRANCE
 KK1214'TO THE MOFFAT TUNNEL AT WEST PORTAL, THENCE 1.5 MILES NORTH ALONG
 KK1214'A TRACK ROAD, 12 FEET EAST OF THE CENTER LINE OF THE TRACK
 KK1214'ROAD, SET IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT
 KK1214'OF AN IRRIGATION SIPHON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0192 ***********************************************************************
 KK0192  DESIGNATION -  M 337
 KK0192  PID         -  KK0192
 KK0192  STATE/COUNTY-  CO/DOUGLAS
 KK0192  USGS QUAD   -  CASTLE ROCK SOUTH (1994)
 KK0192
 KK0192                         *CURRENT SURVEY CONTROL
 KK0192  ___________________________________________________________________
 KK0192* NAD 83(1986)-  39 20 24.     (N)    104 52 09.     (W)     SCALED    
 KK0192* NAVD 88     -      1924.689  (meters)    6314.58   (feet)  ADJUSTED  
 KK0192  ___________________________________________________________________
 KK0192  GEOID HEIGHT-         -16.72  (meters)                     GEOID03
 KK0192  DYNAMIC HT  -        1922.656 (meters)    6307.91  (feet)  COMP
 KK0192  MODELED GRAV-     979,502.5   (mgal)                       NAVD 88
 KK0192
 KK0192  VERT ORDER  -  FIRST     CLASS II
 KK0192
 KK0192.The horizontal coordinates were scaled from a topographic map and have
 KK0192.an estimated accuracy of +/- 6 seconds.
 KK0192
 KK0192.The orthometric height was determined by differential leveling
 KK0192.and adjusted by the National Geodetic Survey in June 1991..
 KK0192
 KK0192.The geoid height was determined by GEOID03.
 KK0192
 KK0192.The dynamic height is computed by dividing the NAVD 88
 KK0192.geopotential number by the normal gravity value computed on the
 KK0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0192.degrees latitude (g = 980.6199 gals.).
 KK0192
 KK0192.The modeled gravity was interpolated from observed gravity values.
 KK0192
 KK0192;                    North         East    Units  Estimated Accuracy
 KK0192;SPC CO C     -   472,240.      968,780.      MT  (+/- 180 meters Scaled)
 KK0192
 KK0192                          SUPERSEDED SURVEY CONTROL
 KK0192
 KK0192  NGVD 29 (??/??/92) 1923.624  (m)         6311.09   (f) ADJ UNCH    1 2
 KK0192
 KK0192.Superseded values are not recommended for survey control.
 KK0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0192.See file dsdata.txt to determine how the superseded data were derived.
 KK0192
 KK0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED112545(NAD 83)
 KK0192_MARKER: DB = BENCH MARK DISK
 KK0192_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0192_SP_SET: BRIDGE
 KK0192_STAMPING: M 337 1952
 KK0192_MARK LOGO: CGS   
 KK0192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0192
 KK0192  HISTORY     - Date     Condition        Report By
 KK0192  HISTORY     - 1952     MONUMENTED       CGS
 KK0192  HISTORY     - 1954     GOOD             NGS
 KK0192  HISTORY     - 1983     GOOD             NGS
 KK0192
 KK0192                          STATION DESCRIPTION
 KK0192
 KK0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0192'2.5 MI S FROM CASTLE ROCK.
 KK0192'2.5 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KK0192'FROM THE STATION AT CASTLE ROCK, 10 RAILS NORTH OF MILEPOST 35, 17
 KK0192'RAILS NORTH OF A PRIVATE ROAD CROSSING, 6.8 FEET WEST OF THE WEST
 KK0192'RAIL, SET IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT OF
 KK0192'CONCRETE BRIDGE 34.92.
 KK0192
 KK0192                          STATION RECOVERY (1954)
 KK0192
 KK0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 KK0192'RECOVERED IN GOOD CONDITION.
 KK0192
 KK0192                          STATION RECOVERY (1983)
 KK0192
 KK0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0192'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.4 KM
 KK0192'(3.35 MI) SOUTHERLY ALONG INTERSTATE HIGHWAY 25 FROM ITS JUNCTION WITH
 KK0192'THE DENVER AND RIO GRANDE WESTERN RAILROAD IN CASTLE ROCK, THENCE
 KK0192'0.4 KM (0.25 MI) EAST ALONG A GRAVELED ROAD, THENCE 0.2 KM (0.1 MI)
 KK0192'NORTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0354 ***********************************************************************
 JK0354  DESIGNATION -  M 338
 JK0354  PID         -  JK0354
 JK0354  STATE/COUNTY-  CO/TELLER
 JK0354  USGS QUAD   -  BIG BULL MOUNTAIN (1994)
 JK0354
 JK0354                         *CURRENT SURVEY CONTROL
 JK0354  ___________________________________________________________________
 JK0354* NAD 83(1986)-  38 41 20.     (N)    105 07 30.     (W)     SCALED    
 JK0354* NAVD 88     -      2959.448  (meters)    9709.46   (feet)  ADJUSTED  
 JK0354  ___________________________________________________________________
 JK0354  GEOID HEIGHT-         -15.09  (meters)                     GEOID03
 JK0354  DYNAMIC HT  -        2955.718 (meters)    9697.22  (feet)  COMP
 JK0354  MODELED GRAV-     979,258.7   (mgal)                       NAVD 88
 JK0354
 JK0354  VERT ORDER  -  SECOND    CLASS 0
 JK0354
 JK0354.The horizontal coordinates were scaled from a topographic map and have
 JK0354.an estimated accuracy of +/- 6 seconds.
 JK0354
 JK0354.The orthometric height was determined by differential leveling
 JK0354.and adjusted by the National Geodetic Survey in June 1991..
 JK0354
 JK0354.The geoid height was determined by GEOID03.
 JK0354
 JK0354.The dynamic height is computed by dividing the NAVD 88
 JK0354.geopotential number by the normal gravity value computed on the
 JK0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0354.degrees latitude (g = 980.6199 gals.).
 JK0354
 JK0354.The modeled gravity was interpolated from observed gravity values.
 JK0354
 JK0354;                    North         East    Units  Estimated Accuracy
 JK0354;SPC CO C     -   399,840.      947,030.      MT  (+/- 180 meters Scaled)
 JK0354
 JK0354                          SUPERSEDED SURVEY CONTROL
 JK0354
 JK0354  NGVD 29 (??/??/92) 2958.078  (m)         9704.96   (f) ADJ UNCH    2 0
 JK0354
 JK0354.Superseded values are not recommended for survey control.
 JK0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0354.See file dsdata.txt to determine how the superseded data were derived.
 JK0354
 JK0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC891822(NAD 83)
 JK0354_MARKER: DB = BENCH MARK DISK
 JK0354_SETTING: 80 = SET IN A BOULDER
 JK0354_SP_SET: GRANITE BOULDER
 JK0354_STAMPING: M 338 1952
 JK0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0354+STABILITY: SURFACE MOTION
 JK0354
 JK0354  HISTORY     - Date     Condition        Report By
 JK0354  HISTORY     - 1952     MONUMENTED       CGS
 JK0354
 JK0354                          STATION DESCRIPTION
 JK0354
 JK0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JK0354'2.7 MI S FROM VICTOR.
 JK0354'2.7 MILES SOUTH ALONG STATE HIGHWAY 67 FROM THE GRADE SCHOOL AT
 JK0354'VICTOR, AT THE SOUTH END OF A 150 FOOT CUT, 31 FEET EAST OF THE
 JK0354'CENTER LINE OF THE HIGHWAY, ON THE NORTH SIDE OF A SMALL WASH, ON
 JK0354'THE OUTSIDE OF A CURVE IN THE HIGHWAY, 10 FEET EAST OF A FENCE, 2
 JK0354'FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE CENTER
 JK0354'OF A 4X4 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0034 ***********************************************************************
 JL0034  DESIGNATION -  M 339
 JL0034  PID         -  JL0034
 JL0034  STATE/COUNTY-  CO/CHAFFEE
 JL0034  USGS QUAD   -  HARVARD LAKES (1994)
 JL0034
 JL0034                         *CURRENT SURVEY CONTROL
 JL0034  ___________________________________________________________________
 JL0034* NAD 83(1986)-  38 52 49.     (N)    106 08 56.     (W)     SCALED    
 JL0034* NAVD 88     -      2462.039  (meters)    8077.54   (feet)  ADJUSTED  
 JL0034  ___________________________________________________________________
 JL0034  GEOID HEIGHT-         -13.83  (meters)                     GEOID03
 JL0034  DYNAMIC HT  -        2458.966 (meters)    8067.46  (feet)  COMP
 JL0034  MODELED GRAV-     979,291.7   (mgal)                       NAVD 88
 JL0034
 JL0034  VERT ORDER  -  FIRST     CLASS II
 JL0034
 JL0034.The horizontal coordinates were scaled from a topographic map and have
 JL0034.an estimated accuracy of +/- 6 seconds.
 JL0034
 JL0034.The orthometric height was determined by differential leveling
 JL0034.and adjusted by the National Geodetic Survey in June 1991..
 JL0034
 JL0034.The geoid height was determined by GEOID03.
 JL0034
 JL0034.The dynamic height is computed by dividing the NAVD 88
 JL0034.geopotential number by the normal gravity value computed on the
 JL0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0034.degrees latitude (g = 980.6199 gals.).
 JL0034
 JL0034.The modeled gravity was interpolated from observed gravity values.
 JL0034
 JL0034;                    North         East    Units  Estimated Accuracy
 JL0034;SPC CO C     -   421,220.      858,100.      MT  (+/- 180 meters Scaled)
 JL0034
 JL0034                          SUPERSEDED SURVEY CONTROL
 JL0034
 JL0034  NGVD 29 (??/??/92) 2460.501  (m)         8072.49   (f) ADJ UNCH    1 2
 JL0034
 JL0034.Superseded values are not recommended for survey control.
 JL0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0034.See file dsdata.txt to determine how the superseded data were derived.
 JL0034
 JL0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD003041(NAD 83)
 JL0034_MARKER: DB = BENCH MARK DISK
 JL0034_SETTING: 66 = SET IN ROCK OUTCROP
 JL0034_SP_SET: ROCK LEDGE
 JL0034_STAMPING: M 339 1953
 JL0034_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0034+STABILITY: POSITION/ELEVATION WELL
 JL0034_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JL0034+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2004
 JL0034
 JL0034  HISTORY     - Date     Condition        Report By
 JL0034  HISTORY     - 1953     MONUMENTED       CGS
 JL0034  HISTORY     - 20040905 GOOD             GEOCAC
 JL0034
 JL0034                          STATION DESCRIPTION
 JL0034
 JL0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JL0034'2.85 MI NW FROM BUENA VISTA.
 JL0034'2.85 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0034'FROM THE STATION AT BUENA VISTA, 6 POLES NORTHWEST OF MILEPOST 243, AT
 JL0034'THE FOOT OF A CLIFF, 9.7 FEET NORTHEAST OF THE NORTHEAST RAIL, 2.4
 JL0034'FEET ABOVE THE GROUND, SET IN THE TOP OF A GRANITE LEDGE.
 JL0034
 JL0034                          STATION RECOVERY (2004)
 JL0034
 JL0034'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 JL0034'RECOVERED IN GOOD CONDITION.  LARGE BM PAINTED ON ROCK ABOVE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0615 ***********************************************************************
 JK0615  DESIGNATION -  M 34
 JK0615  PID         -  JK0615
 JK0615  STATE/COUNTY-  CO/SAGUACHE
 JK0615  USGS QUAD   -  VILLA GROVE (1979)
 JK0615
 JK0615                         *CURRENT SURVEY CONTROL
 JK0615  ___________________________________________________________________
 JK0615* NAD 83(1986)-  38 14 02.     (N)    105 56 02.     (W)     SCALED    
 JK0615* NAVD 88     -      2419.243  (meters)    7937.13   (feet)  ADJUSTED  
 JK0615  ___________________________________________________________________
 JK0615  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 JK0615  DYNAMIC HT  -        2416.156 (meters)    7927.01  (feet)  COMP
 JK0615  MODELED GRAV-     979,265.8   (mgal)                       NAVD 88
 JK0615
 JK0615  VERT ORDER  -  FIRST     CLASS II
 JK0615
 JK0615.The horizontal coordinates were scaled from a topographic map and have
 JK0615.an estimated accuracy of +/- 6 seconds.
 JK0615
 JK0615.The orthometric height was determined by differential leveling
 JK0615.and adjusted by the National Geodetic Survey in June 1991..
 JK0615
 JK0615.The geoid height was determined by GEOID03.
 JK0615
 JK0615.The dynamic height is computed by dividing the NAVD 88
 JK0615.geopotential number by the normal gravity value computed on the
 JK0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0615.degrees latitude (g = 980.6199 gals.).
 JK0615
 JK0615.The modeled gravity was interpolated from observed gravity values.
 JK0615
 JK0615;                    North         East    Units  Estimated Accuracy
 JK0615;SPC CO S     -   478,830.      876,420.      MT  (+/- 180 meters Scaled)
 JK0615
 JK0615                          SUPERSEDED SURVEY CONTROL
 JK0615
 JK0615  NGVD 29 (??/??/92) 2417.825  (m)         7932.48   (f) ADJ UNCH    1 2
 JK0615
 JK0615.Superseded values are not recommended for survey control.
 JK0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0615.See file dsdata.txt to determine how the superseded data were derived.
 JK0615
 JK0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC182321(NAD 83)
 JK0615_MARKER: DB = BENCH MARK DISK
 JK0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0615_STAMPING: 7932.481 M 34 1933
 JK0615_MARK LOGO: CGS   
 JK0615_PROJECTION: PROJECTING 10 CENTIMETERS
 JK0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0615+STABILITY: SURFACE MOTION
 JK0615
 JK0615  HISTORY     - Date     Condition        Report By
 JK0615  HISTORY     - 1933     MONUMENTED       CGS
 JK0615  HISTORY     - 1967     GOOD             USGS
 JK0615  HISTORY     - 1984     GOOD             NGS
 JK0615
 JK0615                          STATION DESCRIPTION
 JK0615
 JK0615'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JK0615'4.4 MI N FROM MINERAL HOT SPRINGS.
 JK0615'VILLA GROVE, SAGUACHE COUNTY, 0.3 MI. E. OF ALONG
 JK0615'U.S. HIGHWAY 205 TO PUBLIC ROAD SE., THEN 1 MD. SE. ON PUBLIC ROAD,
 JK0615'ON WEST SIDE OF ROAD, 30 FT. E. OF THE CENTER LINE OF OLD RAILROAD
 JK0615'GRADE, ABOUT 550 FT S. OF DRAIN CROSSING ON OLD RAILROAD GRADE.  A
 JK0615'STANDARD DISK IN A CONCRETE POST, STAMPED 7932.481 M 34 1933,
 JK0615'PROJECTING 0.5 FT. ABOVE GROUND.
 JK0615
 JK0615                          STATION RECOVERY (1984)
 JK0615
 JK0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0615'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.2 KM (0.1
 JK0615'MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE IN VILLA
 JK0615'GROVE, THENCE 1.7 KM (1.05 MI) SOUTHEASTERLY ALONG COUNTY ROAD 58 EE,
 JK0615'1.0 KM (0.6 MI) NORTH OF THE INTERSECTION OF COUNTY ROAD JJ, 32.2 M
 JK0615'(105.6 FT) WEST OF THE CENTER OF THE ROAD, AND 9.2 M (30.2 FT) EAST OF
 JK0615'THE CENTER OF AN OLD RAILROAD GRADE.
 JK0615'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JK0615'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0592 ***********************************************************************
 JK0592  DESIGNATION -  M 340
 JK0592  PID         -  JK0592
 JK0592  STATE/COUNTY-  CO/FREMONT
 JK0592  USGS QUAD   -  HOWARD (1994)
 JK0592
 JK0592                         *CURRENT SURVEY CONTROL
 JK0592  ___________________________________________________________________
 JK0592* NAD 83(1986)-  38 25 49.     (N)    105 48 22.     (W)     SCALED    
 JK0592* NAVD 88     -      2020.557  (meters)    6629.11   (feet)  ADJUSTED  
 JK0592  ___________________________________________________________________
 JK0592  GEOID HEIGHT-         -14.83  (meters)                     GEOID03
 JK0592  DYNAMIC HT  -        2018.155 (meters)    6621.23  (feet)  COMP
 JK0592  MODELED GRAV-     979,368.5   (mgal)                       NAVD 88
 JK0592
 JK0592  VERT ORDER  -  FIRST     CLASS II
 JK0592
 JK0592.The horizontal coordinates were scaled from a topographic map and have
 JK0592.an estimated accuracy of +/- 6 seconds.
 JK0592
 JK0592.The orthometric height was determined by differential leveling
 JK0592.and adjusted by the National Geodetic Survey in June 1991..
 JK0592
 JK0592.The geoid height was determined by GEOID03.
 JK0592
 JK0592.The dynamic height is computed by dividing the NAVD 88
 JK0592.geopotential number by the normal gravity value computed on the
 JK0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0592.degrees latitude (g = 980.6199 gals.).
 JK0592
 JK0592.The modeled gravity was interpolated from observed gravity values.
 JK0592
 JK0592;                    North         East    Units  Estimated Accuracy
 JK0592;SPC CO C     -   371,110.      887,670.      MT  (+/- 180 meters Scaled)
 JK0592
 JK0592                          SUPERSEDED SURVEY CONTROL
 JK0592
 JK0592  NGVD 29 (??/??/92) 2019.220  (m)         6624.72   (f) ADJ UNCH    1 2
 JK0592
 JK0592.Superseded values are not recommended for survey control.
 JK0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0592.See file dsdata.txt to determine how the superseded data were derived.
 JK0592
 JK0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC296538(NAD 83)
 JK0592_MARKER: DB = BENCH MARK DISK
 JK0592_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JK0592_SP_SET: BRIDGE ABUTMENT
 JK0592_STAMPING: M 340 1953
 JK0592_MARK LOGO: CGS   
 JK0592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0592
 JK0592  HISTORY     - Date     Condition        Report By
 JK0592  HISTORY     - 1953     MONUMENTED       CGS
 JK0592  HISTORY     - 1979     GOOD             USGS
 JK0592  HISTORY     - 1984     GOOD             NGS
 JK0592
 JK0592                          STATION DESCRIPTION
 JK0592
 JK0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0592'2.2 MI SE FROM HOWARD.
 JK0592'2.2 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0592'RAILROAD FROM THE STATION AT HOWARD, 0.2 MILE WEST OF MILEPOST 201,
 JK0592'31.8 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD, 9.2 FEET SOUTH OF A
 JK0592'ROW OF TELEPHONE POLES, 5.5 FEET NORTH OF THE NORTH RAIL, SET IN THE
 JK0592'TOP OF THE NORTH END OF THE WEST ABUTMENT OF CONCRETE BRIDGE 201.15.
 JK0592
 JK0592                          STATION RECOVERY (1979)
 JK0592
 JK0592'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JK0592'2.2 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0592'FROM HOWARD, 0.2 MILES WEST OF MILEPOST 201, 31.8 FEET SOUTH OF THE
 JK0592'CENTER LINE OF A DIRT ROAD, 9.2 FEET SOUTH OF A ROW OF TELEPHONE
 JK0592'POLES, 5.5 FEET NORTH OF THE NORTH RAIL, SET IN THE TOP OF THE NORTH
 JK0592'END OF THE WEST ABUTMENT OF CONCRETE BRIDGE 201.15.
 JK0592
 JK0592                          STATION RECOVERY (1984)
 JK0592
 JK0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0592'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  15.7 KM (9.75
 JK0592'MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS SOUTH JUNCTION WITH U.S.
 JK0592'HIGHWAY 285 IN PONCHA SPRINGS, THENCE 0.3 KM (0.2 MI) EAST ALONG A
 JK0592'DIRT ROAD, THENCE 12.8 KM (7.95 MI) EASTERLY ALONG THE DENVER AND RIO
 JK0592'GRANDE WESTERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0500 ***********************************************************************
 JK0500  DESIGNATION -  M 341
 JK0500  PID         -  JK0500
 JK0500  STATE/COUNTY-  CO/FREMONT
 JK0500  USGS QUAD   -  ROYAL GORGE (1994)
 JK0500
 JK0500                         *CURRENT SURVEY CONTROL
 JK0500  ___________________________________________________________________
 JK0500* NAD 83(1986)-  38 26 07.     (N)    105 17 04.     (W)     SCALED    
 JK0500* NAVD 88     -      1647.224  (meters)    5404.27   (feet)  POSTED    
 JK0500  ___________________________________________________________________
 JK0500  GEOID HEIGHT-         -16.07  (meters)                     GEOID03
 JK0500  DYNAMIC HT  -        1645.410 (meters)    5398.32  (feet)  COMP
 JK0500  MODELED GRAV-     979,467.9   (mgal)                       NAVD 88
 JK0500
 JK0500  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 JK0500
 JK0500.The horizontal coordinates were scaled from a topographic map and have
 JK0500.an estimated accuracy of +/- 6 seconds.
 JK0500
 JK0500.The orthometric height was determined by differential leveling
 JK0500.and adjusted by the National Geodetic Survey in 1992..
 JK0500.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 JK0500.rate of 4.1 thru 8.0 mm/km.
 JK0500
 JK0500.The geoid height was determined by GEOID03.
 JK0500
 JK0500.The dynamic height is computed by dividing the NAVD 88
 JK0500.geopotential number by the normal gravity value computed on the
 JK0500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0500.degrees latitude (g = 980.6199 gals.).
 JK0500
 JK0500.The modeled gravity was interpolated from observed gravity values.
 JK0500
 JK0500;                    North         East    Units  Estimated Accuracy
 JK0500;SPC CO C     -   371,640.      933,220.      MT  (+/- 180 meters Scaled)
 JK0500
 JK0500                          SUPERSEDED SURVEY CONTROL
 JK0500
 JK0500  NGVD 29 (??/??/92) 1646.157  (m)         5400.77   (f) ADJ UNCH    1 2
 JK0500
 JK0500.Superseded values are not recommended for survey control.
 JK0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0500.See file dsdata.txt to determine how the superseded data were derived.
 JK0500
 JK0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC751541(NAD 83)
 JK0500_MARKER: DB = BENCH MARK DISK
 JK0500_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JK0500_SP_SET: BRIDGE
 JK0500_STAMPING: M 341 1953
 JK0500_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0500
 JK0500  HISTORY     - Date     Condition        Report By
 JK0500  HISTORY     - 1953     MONUMENTED       CGS
 JK0500
 JK0500                          STATION DESCRIPTION
 JK0500
 JK0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0500'3 MI NW FROM CANON CITY.
 JK0500'3.0 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0500'FROM THE STATION AT CANON CITY, 286 FEET SOUTHEAST OF MILEPOST 163,
 JK0500'8 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2.5 FEET BELOW THE TOP OF
 JK0500'THE RAILS, SET IN THE TOP OF THE SOUTHEAST END OF A CONCRETE RETAINING
 JK0500'WALL WHICH IS ON THE NORTHEAST SIDE OF THE ARKANSAS RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0082 ***********************************************************************
 JK0082  DESIGNATION -  M 342
 JK0082  PID         -  JK0082
 JK0082  STATE/COUNTY-  CO/PUEBLO
 JK0082  USGS QUAD   -  NORTHWEST PUEBLO (1994)
 JK0082
 JK0082                         *CURRENT SURVEY CONTROL
 JK0082  ___________________________________________________________________
 JK0082* NAD 83(1986)-  38 16 21.     (N)    104 38 58.     (W)     SCALED    
 JK0082* NAVD 88     -      1432.923  (meters)    4701.18   (feet)  ADJUSTED  
 JK0082  ___________________________________________________________________
 JK0082  GEOID HEIGHT-         -19.04  (meters)                     GEOID03
 JK0082  DYNAMIC HT  -        1431.421 (meters)    4696.25  (feet)  COMP
 JK0082  MODELED GRAV-     979,531.2   (mgal)                       NAVD 88
 JK0082
 JK0082  VERT ORDER  -  FIRST     CLASS II
 JK0082
 JK0082.The horizontal coordinates were scaled from a topographic map and have
 JK0082.an estimated accuracy of +/- 6 seconds.
 JK0082
 JK0082.The orthometric height was determined by differential leveling
 JK0082.and adjusted by the National Geodetic Survey in June 1991..
 JK0082
 JK0082.The geoid height was determined by GEOID03.
 JK0082
 JK0082.The dynamic height is computed by dividing the NAVD 88
 JK0082.geopotential number by the normal gravity value computed on the
 JK0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0082.degrees latitude (g = 980.6199 gals.).
 JK0082
 JK0082.The modeled gravity was interpolated from observed gravity values.
 JK0082
 JK0082;                    North         East    Units  Estimated Accuracy
 JK0082;SPC CO S     -   483,370.      988,830.      MT  (+/- 180 meters Scaled)
 JK0082
 JK0082                          SUPERSEDED SURVEY CONTROL
 JK0082
 JK0082  NGVD 29 (??/??/92) 1432.046  (m)         4698.30   (f) ADJ UNCH    1 2
 JK0082
 JK0082.Superseded values are not recommended for survey control.
 JK0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0082.See file dsdata.txt to determine how the superseded data were derived.
 JK0082
 JK0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC306361(NAD 83)
 JK0082_MARKER: DB = BENCH MARK DISK
 JK0082_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JK0082_SP_SET: BRIDGE ABUTMENT
 JK0082_STAMPING: M 342 1953
 JK0082_MARK LOGO: CGS   
 JK0082_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0082+SATELLITE: SATELLITE OBSERVATIONS - January 04, 1996
 JK0082
 JK0082  HISTORY     - Date     Condition        Report By
 JK0082  HISTORY     - 1953     MONUMENTED       CGS
 JK0082  HISTORY     - 1984     GOOD             NGS
 JK0082  HISTORY     - 19960104 GOOD             CODOT
 JK0082
 JK0082                          STATION DESCRIPTION
 JK0082
 JK0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0082'2.2 MI W FROM PUEBLO.
 JK0082'2.15 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0082'FROM THE STATION AT PUEBLO, 0.25 MILE SOUTHWEST OF MILEPOST 121,
 JK0082'6.2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE NORTHWEST TRACK,
 JK0082'19 FEET SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD, 1.7 FEET
 JK0082'BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE NORTHWEST
 JK0082'END OF THE NORTHEAST CONCRETE ABUTMENT OF STEEL BRIDGE 121.24 OVER
 JK0082'THE ARKANSAS RIVER.
 JK0082
 JK0082                          STATION RECOVERY (1984)
 JK0082
 JK0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0082'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN PUEBLO, AT
 JK0082'THE INTERSECTION OF THE DENVER AND RIO GRANDE WESTERN RAILROAD AND
 JK0082'THE ARKANSAS RIVER.
 JK0082
 JK0082                          STATION RECOVERY (1996)
 JK0082
 JK0082'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (PG)
 JK0082'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0220 ***********************************************************************
 JK0220  DESIGNATION -  M 347
 JK0220  PID         -  JK0220
 JK0220  STATE/COUNTY-  CO/EL PASO
 JK0220  USGS QUAD   -  ELSMERE (1994)
 JK0220
 JK0220                         *CURRENT SURVEY CONTROL
 JK0220  ___________________________________________________________________
 JK0220* NAD 83(1986)-  38 49 14.     (N)    104 42 23.     (W)     SCALED    
 JK0220* NAVD 88     -      1884.219  (meters)    6181.81   (feet)  ADJUSTED  
 JK0220  ___________________________________________________________________
 JK0220  GEOID HEIGHT-         -17.68  (meters)                     GEOID03
 JK0220  DYNAMIC HT  -        1882.166 (meters)    6175.07  (feet)  COMP
 JK0220  MODELED GRAV-     979,471.3   (mgal)                       NAVD 88
 JK0220
 JK0220  VERT ORDER  -  SECOND    CLASS 0
 JK0220
 JK0220.This mark is at City Of Colorado Springs Mun Airport (COS)
 JK0220
 JK0220.The horizontal coordinates were scaled from a topographic map and have
 JK0220.an estimated accuracy of +/- 6 seconds.
 JK0220
 JK0220.The orthometric height was determined by differential leveling
 JK0220.and adjusted by the National Geodetic Survey in June 1991..
 JK0220
 JK0220.The geoid height was determined by GEOID03.
 JK0220
 JK0220.The dynamic height is computed by dividing the NAVD 88
 JK0220.geopotential number by the normal gravity value computed on the
 JK0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0220.degrees latitude (g = 980.6199 gals.).
 JK0220
 JK0220.The modeled gravity was interpolated from observed gravity values.
 JK0220
 JK0220;                    North         East    Units  Estimated Accuracy
 JK0220;SPC CO C     -   414,690.      983,320.      MT  (+/- 180 meters Scaled)
 JK0220
 JK0220                          SUPERSEDED SURVEY CONTROL
 JK0220
 JK0220  NGVD 29 (??/??/92) 1883.155  (m)         6178.32   (f) ADJ UNCH    2 0
 JK0220
 JK0220.Superseded values are not recommended for survey control.
 JK0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0220.See file dsdata.txt to determine how the superseded data were derived.
 JK0220
 JK0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC254969(NAD 83)
 JK0220_MARKER: DB = BENCH MARK DISK
 JK0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0220_STAMPING: M 347 1953
 JK0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0220+STABILITY: SURFACE MOTION
 JK0220
 JK0220  HISTORY     - Date     Condition        Report By
 JK0220  HISTORY     - 1953     MONUMENTED       CGS
 JK0220  HISTORY     - 1973     GOOD             NGS
 JK0220  HISTORY     - 1976     GOOD             NGS
 JK0220  HISTORY     - 1985     GOOD             NGS
 JK0220
 JK0220                          STATION DESCRIPTION
 JK0220
 JK0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0220'8.2 MI SE FROM COLORADO SPRINGS.
 JK0220'6.7 MILES EAST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE AT
 JK0220'COLORADO SPRINGS, THENCE 1.15 MILES SOUTH ALONG THE PETERSON FIELD
 JK0220'ROAD, THENCE 0.35 MILE SOUTHWEST ALONG A ROAD LEADING TO THE
 JK0220'ADMINISTRATION BUILDING AT THE PETERSON AIRPORT, 287 FEET NORTHEAST
 JK0220'OF THE CENTER OF THE NORTHEAST MAIN ENTRANCE TO THE ADMINISTRATION
 JK0220'BUILDING AND CONTROL TOWER, 58 FEET NORTHEAST OF THE CENTER LINE
 JK0220'OF AN OILED STREET, 101 FEET NORTHWEST OF THE CENTER LINE OF THE
 JK0220'MAIN AIR TERMINAL ROAD, 3 FEET SOUTHEAST OF A WITNESS POST, SET IN
 JK0220'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 JK0220
 JK0220                          STATION RECOVERY (1973)
 JK0220
 JK0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 JK0220'RECOVERED IN GOOD CONDITION.
 JK0220
 JK0220                          STATION RECOVERY (1976)
 JK0220
 JK0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 JK0220'RECOVERED IN GOOD CONDITION.
 JK0220
 JK0220                          STATION RECOVERY (1985)
 JK0220
 JK0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JK0220'A NEW DESC: 10.8 KM (6.7 MI) EAST ALONG U.S HIGHWAY 24 FROM THE POST
 JK0220'OFFICE AT COLORADO, SPRINGS, THENCE 2.4 KM (1.5 MI) SOUTH ALONG
 JK0220'PETERSON BLVD. 87.5 M (287 FT) NORTHEAST OF THE CENTER OF THE
 JK0220'NORTHEAST MAIN ENTRANCE TO THE BASE OPERATIONS AND CONTROL TOWER,
 JK0220'17.7 M (58 FT) NORTHEAST OF THE CENTER LINE OF HAMILTON STREET, 30.8
 JK0220'M (101 FT) NORTHWEST OF THE CENTER LINE OF PETERSON BLVD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0154 ***********************************************************************
 JK0154  DESIGNATION -  M 348
 JK0154  PID         -  JK0154
 JK0154  STATE/COUNTY-  CO/EL PASO
 JK0154  USGS QUAD   -  PIKEVIEW (1994)
 JK0154
 JK0154                         *CURRENT SURVEY CONTROL
 JK0154  ___________________________________________________________________
 JK0154* NAD 83(1986)-  38 56 20.     (N)    104 49 18.     (W)     SCALED    
 JK0154* NAVD 88     -      1924.108  (meters)    6312.68   (feet)  ADJUSTED  
 JK0154  ___________________________________________________________________
 JK0154  GEOID HEIGHT-         -16.69  (meters)                     GEOID03
 JK0154  DYNAMIC HT  -        1921.986 (meters)    6305.72  (feet)  COMP
 JK0154  MODELED GRAV-     979,456.9   (mgal)                       NAVD 88
 JK0154
 JK0154  VERT ORDER  -  FIRST     CLASS II
 JK0154
 JK0154.The horizontal coordinates were scaled from a topographic map and have
 JK0154.an estimated accuracy of +/- 6 seconds.
 JK0154
 JK0154.The orthometric height was determined by differential leveling
 JK0154.and adjusted by the National Geodetic Survey in June 1991..
 JK0154
 JK0154.The geoid height was determined by GEOID03.
 JK0154
 JK0154.The dynamic height is computed by dividing the NAVD 88
 JK0154.geopotential number by the normal gravity value computed on the
 JK0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0154.degrees latitude (g = 980.6199 gals.).
 JK0154
 JK0154.The modeled gravity was interpolated from observed gravity values.
 JK0154
 JK0154;                    North         East    Units  Estimated Accuracy
 JK0154;SPC CO C     -   427,750.      973,210.      MT  (+/- 180 meters Scaled)
 JK0154
 JK0154                          SUPERSEDED SURVEY CONTROL
 JK0154
 JK0154  NGVD 29 (??/??/92) 1922.983  (m)         6308.99   (f) ADJ UNCH    1 2
 JK0154
 JK0154.Superseded values are not recommended for survey control.
 JK0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0154.See file dsdata.txt to determine how the superseded data were derived.
 JK0154
 JK0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED154100(NAD 83)
 JK0154_MARKER: DB = BENCH MARK DISK
 JK0154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JK0154_SP_SET: CULVERT
 JK0154_STAMPING: M 348 1953
 JK0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK0154_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JK0154+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 JK0154
 JK0154  HISTORY     - Date     Condition        Report By
 JK0154  HISTORY     - 1953     MONUMENTED       CGS
 JK0154  HISTORY     - 1975     GOOD             LOCENG
 JK0154  HISTORY     - 20050823 GOOD             GEOCAC
 JK0154
 JK0154                          STATION DESCRIPTION
 JK0154
 JK0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0154'7.4 MI N FROM COLORADO SPRINGS.
 JK0154'7.4 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0154'FROM THE STATION AT COLORADO SPRINGS, 21.4 FEET WEST OF THE WEST RAIL,
 JK0154'0.4 MILE SOUTH OF MILEPOST 67, 6 FEET BELOW THE TOP OF THE RAILS,
 JK0154'SET IN THE TOP OF THE NORTH END OF THE WEST HEADWALL OF A CONCRETE
 JK0154'CULVERT.
 JK0154
 JK0154                          STATION RECOVERY (1975)
 JK0154
 JK0154'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 JK0154'RECOVERED IN GOOD CONDITION.
 JK0154
 JK0154                          STATION RECOVERY (2005)
 JK0154
 JK0154'RECOVERY NOTE BY GEOCACHING 2005 (JOG)
 JK0154'THIS SURVEY MARK IS LOCATED AT THE FOLLOW LAT/LONG...
 JK0154'NORTH 38 DEGREES 56 MINUTES 20.27 SECONDS (N38 56' 20.27'')
 JK0154'WEST 104 DEGREES 49 MINUTES 18.48 SECONDS (W104 49' 18.48'')
 JK0154' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0562 ***********************************************************************
 JK0562  DESIGNATION -  M 349
 JK0562  PID         -  JK0562
 JK0562  STATE/COUNTY-  CO/FREMONT
 JK0562  USGS QUAD   -  FLORENCE (1975)
 JK0562
 JK0562                         *CURRENT SURVEY CONTROL
 JK0562  ___________________________________________________________________
 JK0562* NAD 83(1986)-  38 24 14.     (N)    105 06 45.     (W)     SCALED    
 JK0562* NAVD 88     -      1614.842  (meters)    5298.03   (feet)  ADJUSTED  
 JK0562  ___________________________________________________________________
 JK0562  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 JK0562  DYNAMIC HT  -        1613.092 (meters)    5292.29  (feet)  COMP
 JK0562  MODELED GRAV-     979,488.6   (mgal)                       NAVD 88
 JK0562
 JK0562  VERT ORDER  -  SECOND    CLASS 0
 JK0562
 JK0562.The horizontal coordinates were scaled from a topographic map and have
 JK0562.an estimated accuracy of +/- 6 seconds.
 JK0562
 JK0562.The orthometric height was determined by differential leveling
 JK0562.and adjusted by the National Geodetic Survey in June 1991..
 JK0562
 JK0562.The geoid height was determined by GEOID03.
 JK0562
 JK0562.The dynamic height is computed by dividing the NAVD 88
 JK0562.geopotential number by the normal gravity value computed on the
 JK0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0562.degrees latitude (g = 980.6199 gals.).
 JK0562
 JK0562.The modeled gravity was interpolated from observed gravity values.
 JK0562
 JK0562;                    North         East    Units  Estimated Accuracy
 JK0562;SPC CO C     -   368,210.      948,250.      MT  (+/- 180 meters Scaled)
 JK0562
 JK0562                          SUPERSEDED SURVEY CONTROL
 JK0562
 JK0562  NGVD 29 (??/??/92) 1613.861  (m)         5294.81   (f) ADJ UNCH    2 0
 JK0562
 JK0562.Superseded values are not recommended for survey control.
 JK0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0562.See file dsdata.txt to determine how the superseded data were derived.
 JK0562
 JK0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC901506(NAD 83)
 JK0562_MARKER: DB = BENCH MARK DISK
 JK0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0562_STAMPING: M 349 1954
 JK0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0562+STABILITY: SURFACE MOTION
 JK0562
 JK0562  HISTORY     - Date     Condition        Report By
 JK0562  HISTORY     - 1954     MONUMENTED       CGS
 JK0562
 JK0562                          STATION DESCRIPTION
 JK0562
 JK0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JK0562'1.1 MI N FROM FLORENCE.
 JK0562'1.1 MILES NORTH ALONG STATE HIGHWAY 67 FROM THE POST OFFICE AT
 JK0562'FLORENCE, 43 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 85
 JK0562'FEET SOUTH OF THE CENTER LINE OF A TRACK ROAD LEADING WEST, ACROSS
 JK0562'THE HIGHWAY FROM THE CITY DUMP, 3 FEET NORTH OF A WITNESS POST, 4
 JK0562'FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF A CONCRETE
 JK0562'POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0955 ***********************************************************************
 JK0955  DESIGNATION -  M 349 RESET
 JK0955  PID         -  JK0955
 JK0955  STATE/COUNTY-  CO/FREMONT
 JK0955  USGS QUAD   -  FLORENCE (1975)
 JK0955
 JK0955                         *CURRENT SURVEY CONTROL
 JK0955  ___________________________________________________________________
 JK0955* NAD 83(1986)-  38 24 14.     (N)    105 06 46.     (W)     SCALED    
 JK0955* NAVD 88     -      1614.624  (meters)    5297.31   (feet)  ADJUSTED  
 JK0955  ___________________________________________________________________
 JK0955  GEOID HEIGHT-         -16.95  (meters)                     GEOID03
 JK0955  DYNAMIC HT  -        1612.874 (meters)    5291.57  (feet)  COMP
 JK0955  MODELED GRAV-     979,488.5   (mgal)                       NAVD 88
 JK0955
 JK0955  VERT ORDER  -  FIRST     CLASS II
 JK0955
 JK0955.The horizontal coordinates were scaled from a topographic map and have
 JK0955.an estimated accuracy of +/- 6 seconds.
 JK0955
 JK0955.The orthometric height was determined by differential leveling
 JK0955.and adjusted by the National Geodetic Survey in June 1991..
 JK0955
 JK0955.The geoid height was determined by GEOID03.
 JK0955
 JK0955.The dynamic height is computed by dividing the NAVD 88
 JK0955.geopotential number by the normal gravity value computed on the
 JK0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0955.degrees latitude (g = 980.6199 gals.).
 JK0955
 JK0955.The modeled gravity was interpolated from observed gravity values.
 JK0955
 JK0955;                    North         East    Units  Estimated Accuracy
 JK0955;SPC CO C     -   368,210.      948,230.      MT  (+/- 180 meters Scaled)
 JK0955
 JK0955                          SUPERSEDED SURVEY CONTROL
 JK0955
 JK0955.No superseded survey control is available for this station.
 JK0955
 JK0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC901506(NAD 83)
 JK0955_MARKER: DB = BENCH MARK DISK
 JK0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0955_SP_SET: CONCRETE POST
 JK0955_STAMPING: M 349 RESET 1977
 JK0955_MARK LOGO: NONE  
 JK0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0955+STABILITY: SURFACE MOTION
 JK0955
 JK0955  HISTORY     - Date     Condition        Report By
 JK0955  HISTORY     - 1977     MONUMENTED       RBNF
 JK0955  HISTORY     - 1984     GOOD             NGS
 JK0955
 JK0955                          STATION DESCRIPTION
 JK0955
 JK0955'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0955'1.5 KM (.095 MI) NORTHERLY ALONG STATE HIGHWAY 67 FROM THE POST
 JK0955'OFFICE IN FLORENCE, 0.6 KM (0.35 MI) NORTH OF A HIGHWAY BRIDGE
 JK0955'SPANNING THE ARKANSAS RIVER, 25.9 M (85.0 FT) WEST OF THE CENTERLINE
 JK0955'OF THE HIGHWAY, 6.4 M (21.0 FT) SOUTH OF THE CENTER OF A DIRT ROAD
 JK0955'LEADING WEST, AND 0.6 M (2.0 FT) SOUTHWEST OF A METAL POST PAINTED
 JK0955'RED, WHITE AND BLUE.  NOTE--A CONCRETE POST PROJECTING 0.5 METERS
 JK0955'ABOVE THE GROUND.
 JK0955'THE MARK IS 0.4 METERS  N FROM  THE HIGHWAY
 JK0955'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0047 ***********************************************************************
 HM0047  DESIGNATION -  M 35
 HM0047  PID         -  HM0047
 HM0047  STATE/COUNTY-  CO/LA PLATA
 HM0047  USGS QUAD   -  HESPERUS (1963)
 HM0047
 HM0047                         *CURRENT SURVEY CONTROL
 HM0047  ___________________________________________________________________
 HM0047* NAD 83(1986)-  37 17 08.     (N)    108 02 02.     (W)     SCALED    
 HM0047* NAVD 88     -      2474.211  (meters)    8117.47   (feet)  POSTED    
 HM0047  ___________________________________________________________________
 HM0047  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 HM0047  DYNAMIC HT  -        2470.880 (meters)    8106.55  (feet)  COMP
 HM0047  MODELED GRAV-     979,194.2   (mgal)                       NAVD 88
 HM0047
 HM0047  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HM0047
 HM0047.The horizontal coordinates were scaled from a topographic map and have
 HM0047.an estimated accuracy of +/- 6 seconds.
 HM0047
 HM0047.The orthometric height was determined by differential leveling
 HM0047.and adjusted by the National Geodetic Survey in 1992..
 HM0047.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HM0047.rate of 0.0 thru 1.0 mm/km.
 HM0047
 HM0047.The geoid height was determined by GEOID03.
 HM0047
 HM0047.The dynamic height is computed by dividing the NAVD 88
 HM0047.geopotential number by the normal gravity value computed on the
 HM0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0047.degrees latitude (g = 980.6199 gals.).
 HM0047
 HM0047.The modeled gravity was interpolated from observed gravity values.
 HM0047
 HM0047;                    North         East    Units  Estimated Accuracy
 HM0047;SPC CO S     -   376,540.      689,730.      MT  (+/- 180 meters Scaled)
 HM0047
 HM0047                          SUPERSEDED SURVEY CONTROL
 HM0047
 HM0047  NGVD 29 (??/??/92) 2472.868  (m)         8113.07   (f) ADJ UNCH    1 2
 HM0047
 HM0047.Superseded values are not recommended for survey control.
 HM0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0047.See file dsdata.txt to determine how the superseded data were derived.
 HM0047
 HM0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG629306(NAD 83)
 HM0047_MARKER: DB = BENCH MARK DISK
 HM0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0047_STAMPING: M 35 1934
 HM0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0047+STABILITY: SURFACE MOTION
 HM0047
 HM0047  HISTORY     - Date     Condition        Report By
 HM0047  HISTORY     - 1934     MONUMENTED       CGS
 HM0047  HISTORY     - 1963     MARK NOT FOUND   NGS
 HM0047
 HM0047                          STATION DESCRIPTION
 HM0047
 HM0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0047'0.2 MI E FROM HESPERUS.
 HM0047'0.2 MILE EAST ALONG THE RIO GRANDE SOUTHERN RAILROAD FROM HESPERUS, LA
 HM0047'PLATA COUNTY, 888 FEET WEST OF MILEPOST 146, AND 19 FEET NORTHWEST OF
 HM0047'THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED M 35 1934 AND
 HM0047'SET IN THE TOP OF A CONCRETE POST.
 HM0047
 HM0047                          STATION RECOVERY (1963)
 HM0047
 HM0047'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 HM0047'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0649 ***********************************************************************
 JK0649  DESIGNATION -  M 350
 JK0649  PID         -  JK0649
 JK0649  STATE/COUNTY-  CO/PARK
 JK0649  USGS QUAD   -  ANTERO RESERVOIR (1994)
 JK0649
 JK0649                         *CURRENT SURVEY CONTROL
 JK0649  ___________________________________________________________________
 JK0649* NAD 83(1986)-  38 57 59.     (N)    105 57 34.     (W)     SCALED    
 JK0649* NAVD 88     -      2749.849  (meters)    9021.80   (feet)  ADJUSTED  
 JK0649  ___________________________________________________________________
 JK0649  GEOID HEIGHT-         -13.70  (meters)                     GEOID03
 JK0649  DYNAMIC HT  -        2746.364 (meters)    9010.36  (feet)  COMP
 JK0649  MODELED GRAV-     979,260.7   (mgal)                       NAVD 88
 JK0649
 JK0649  VERT ORDER  -  FIRST     CLASS II
 JK0649
 JK0649.The horizontal coordinates were scaled from a topographic map and have
 JK0649.an estimated accuracy of +/- 6 seconds.
 JK0649
 JK0649.The orthometric height was determined by differential leveling
 JK0649.and adjusted by the National Geodetic Survey in June 1991..
 JK0649
 JK0649.The geoid height was determined by GEOID03.
 JK0649
 JK0649.The dynamic height is computed by dividing the NAVD 88
 JK0649.geopotential number by the normal gravity value computed on the
 JK0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0649.degrees latitude (g = 980.6199 gals.).
 JK0649
 JK0649.The modeled gravity was interpolated from observed gravity values.
 JK0649
 JK0649;                    North         East    Units  Estimated Accuracy
 JK0649;SPC CO C     -   430,680.      874,590.      MT  (+/- 180 meters Scaled)
 JK0649
 JK0649                          SUPERSEDED SURVEY CONTROL
 JK0649
 JK0649  NGVD 29 (??/??/92) 2748.278  (m)         9016.64   (f) ADJ UNCH    1 2
 JK0649
 JK0649.Superseded values are not recommended for survey control.
 JK0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0649.See file dsdata.txt to determine how the superseded data were derived.
 JK0649
 JK0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD168134(NAD 83)
 JK0649_MARKER: DB = BENCH MARK DISK
 JK0649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0649_STAMPING: M 350 1954
 JK0649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0649+STABILITY: SURFACE MOTION
 JK0649
 JK0649  HISTORY     - Date     Condition        Report By
 JK0649  HISTORY     - 1954     MONUMENTED       CGS
 JK0649
 JK0649                          STATION DESCRIPTION
 JK0649
 JK0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JK0649'3 MI N FROM ANTERO JUNCTION.
 JK0649'2.95 MILES NORTH ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION WITH U.S.
 JK0649'HIGHWAY 24 AT ANTERO JUNCTION, 67 FEET EAST OF THE CENTER LINE OF
 JK0649'THE HIGHWAY, 3.8 FEET WEST OF A FENCE, 3 FEET SOUTH OF A WITNESS
 JK0649'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT
 JK0649'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0176 ***********************************************************************
 KK0176  DESIGNATION -  M 354
 KK0176  PID         -  KK0176
 KK0176  STATE/COUNTY-  CO/DOUGLAS
 KK0176  USGS QUAD   -  LARKSPUR (1994)
 KK0176
 KK0176                         *CURRENT SURVEY CONTROL
 KK0176  ___________________________________________________________________
 KK0176* NAD 83(1986)-  39 08 58.     (N)    104 53 08.     (W)     SCALED    
 KK0176* NAVD 88     -      2159.001  (meters)    7083.32   (feet)  ADJUSTED  
 KK0176  ___________________________________________________________________
 KK0176  GEOID HEIGHT-         -16.19  (meters)                     GEOID03
 KK0176  DYNAMIC HT  -        2156.594 (meters)    7075.43  (feet)  COMP
 KK0176  MODELED GRAV-     979,435.1   (mgal)                       NAVD 88
 KK0176
 KK0176  VERT ORDER  -  FIRST     CLASS II
 KK0176
 KK0176.The horizontal coordinates were scaled from a topographic map and have
 KK0176.an estimated accuracy of +/- 6 seconds.
 KK0176
 KK0176.The orthometric height was determined by differential leveling
 KK0176.and adjusted by the National Geodetic Survey in June 1991..
 KK0176
 KK0176.The geoid height was determined by GEOID03.
 KK0176
 KK0176.The dynamic height is computed by dividing the NAVD 88
 KK0176.geopotential number by the normal gravity value computed on the
 KK0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0176.degrees latitude (g = 980.6199 gals.).
 KK0176
 KK0176.The modeled gravity was interpolated from observed gravity values.
 KK0176
 KK0176;                    North         East    Units  Estimated Accuracy
 KK0176;SPC CO C     -   451,080.      967,510.      MT  (+/- 180 meters Scaled)
 KK0176
 KK0176                          SUPERSEDED SURVEY CONTROL
 KK0176
 KK0176  NGVD 29 (??/??/92) 2157.785  (m)         7079.33   (f) ADJ UNCH    1 2
 KK0176
 KK0176.Superseded values are not recommended for survey control.
 KK0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0176.See file dsdata.txt to determine how the superseded data were derived.
 KK0176
 KK0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED098333(NAD 83)
 KK0176_MARKER: DB = BENCH MARK DISK
 KK0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0176_STAMPING: M 354 1954
 KK0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0176+STABILITY: SURFACE MOTION
 KK0176
 KK0176  HISTORY     - Date     Condition        Report By
 KK0176  HISTORY     - 1954     MONUMENTED       CGS
 KK0176
 KK0176                          STATION DESCRIPTION
 KK0176
 KK0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK0176'1.9 MI N FROM PALMER LAKE.
 KK0176'1.9 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KK0176'FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT PALMER
 KK0176'LAKE, 0.2 MILE SOUTH OF AN ABANDONED ATCHISON, TOPEKA AND SANTA FE
 KK0176'RAILROAD BRIDGE, 22 FEET NORTHWEST OF MILEPOST 50, 34.4 FEET WEST
 KK0176'OF THE WEST RAIL, 7 FEET NORTH OF A TELEPHONE POLE, 2.4 FEET
 KK0176'SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 KK0176'PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE7693 ***********************************************************************
 AE7693  DESIGNATION -  M 355 RESET
 AE7693  PID         -  AE7693
 AE7693  STATE/COUNTY-  CO/ARAPAHOE
 AE7693  USGS QUAD   -  FORT LOGAN (1994)
 AE7693
 AE7693                         *CURRENT SURVEY CONTROL
 AE7693  ___________________________________________________________________
 AE7693* NAD 83(1986)-  39 37 43.     (N)    105 00 34.     (W)     SCALED    
 AE7693* NAVD 88     -      1627.93   (meters)    5341.0    (feet)  RESET     
 AE7693  ___________________________________________________________________
 AE7693  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 AE7693
 AE7693  VERT ORDER  -  THIRD
 AE7693
 AE7693.The horizontal coordinates were scaled from a topographic map and have
 AE7693.an estimated accuracy of +/- 6 seconds.
 AE7693
 AE7693.The orthometric height was computed from unverified reset data.
 AE7693
 AE7693.The geoid height was determined by GEOID03.
 AE7693
 AE7693;                    North         East    Units  Estimated Accuracy
 AE7693;SPC CO C     -   504,210.      956,520.      MT  (+/- 180 meters Scaled)
 AE7693
 AE7693                          SUPERSEDED SURVEY CONTROL
 AE7693
 AE7693.No superseded survey control is available for this station.
 AE7693
 AE7693_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD991865(NAD 83)
 AE7693_MARKER: DV = VERTICAL CONTROL DISK
 AE7693_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AE7693_SP_SET: BRIDGE ABUTMENT
 AE7693_STAMPING: M 355 RESET 1996
 AE7693_MARK LOGO: NGS   
 AE7693_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE7693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7693+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE7693
 AE7693  HISTORY     - Date     Condition        Report By
 AE7693  HISTORY     - 1996     MONUMENTED       NGS
 AE7693
 AE7693                          STATION DESCRIPTION
 AE7693
 AE7693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE7693'1.1 MI (1.8 KM) NORTH ALONG THE RAILROAD TRACKS FROM THE STATION AT
 AE7693'LITTLETON OR 0.2 MI (0.3 KM) SOUTH OF THE INTERSECTION OF UNION AVENUE
 AE7693'AND SANTA FE DRIVE, BETWEEN THE HIGHWAY AND THE RAILROAD TRACKS.  AT
 AE7693'U.  S.  HIGHWAY 85 MILEPOST 205.1 AT THE RAILROAD CONCRETE BRIDGE OVER
 AE7693'BIG DRY CREEK.  THE MARK IS A STANDARD DISK SET INTO THE TOP OF THE
 AE7693'SOUTHWEST CORNER OF THE 60.8 M (199.5 FT) LONG BRIDGE.  IT IS 33.3 M
 AE7693'(109.3 FT) WEST-NORTHWEST FROM THE OLD BENCH MARK, 30.0 M (98.4 FT)
 AE7693'SOUTH FROM THE CENTER OF THE BRIDGE, 1.5 M (4.9 FT) WEST FROM THE
 AE7693'WESTERN MOST TRACK OVER THE BRIDGE, 0.4 M (1.3 FT) WEST FROM THE EAST
 AE7693'END OF THE WALKWAY, 0.4 M (1.3 FT) NORTH FROM THE SOUTHERN END OF THE
 AE7693'BRIDGE, ABOUT THE SAME HEIGHT AS THE NEAR RAIL AND ABOUT 100M
 AE7693'NORTHEAST FROM A CODOT SAND HOLDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0339 ***********************************************************************
 LL0339  DESIGNATION -  M 356
 LL0339  PID         -  LL0339
 LL0339  STATE/COUNTY-  CO/WELD
 LL0339  USGS QUAD   -  COBB LAKE (1978)
 LL0339
 LL0339                         *CURRENT SURVEY CONTROL
 LL0339  ___________________________________________________________________
 LL0339* NAD 83(1986)-  40 42 41.     (N)    104 56 30.     (W)     SCALED    
 LL0339* NAVD 88     -      1621.998  (meters)    5321.51   (feet)  ADJUSTED  
 LL0339  ___________________________________________________________________
 LL0339  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 LL0339  DYNAMIC HT  -        1620.625 (meters)    5317.00  (feet)  COMP
 LL0339  MODELED GRAV-     979,721.3   (mgal)                       NAVD 88
 LL0339
 LL0339  VERT ORDER  -  FIRST     CLASS II
 LL0339
 LL0339.The horizontal coordinates were scaled from a topographic map and have
 LL0339.an estimated accuracy of +/- 6 seconds.
 LL0339
 LL0339.The orthometric height was determined by differential leveling
 LL0339.and adjusted by the National Geodetic Survey in June 1991..
 LL0339
 LL0339.The geoid height was determined by GEOID03.
 LL0339
 LL0339.The dynamic height is computed by dividing the NAVD 88
 LL0339.geopotential number by the normal gravity value computed on the
 LL0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0339.degrees latitude (g = 980.6199 gals.).
 LL0339
 LL0339.The modeled gravity was interpolated from observed gravity values.
 LL0339
 LL0339;                    North         East    Units  Estimated Accuracy
 LL0339;SPC CO N     -   457,960.      961,580.      MT  (+/- 180 meters Scaled)
 LL0339
 LL0339                          SUPERSEDED SURVEY CONTROL
 LL0339
 LL0339  NGVD 29 (??/??/??) 1621.103  (m)         5318.57   (f) ADJUSTED    1 2
 LL0339
 LL0339.Superseded values are not recommended for survey control.
 LL0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0339.See file dsdata.txt to determine how the superseded data were derived.
 LL0339
 LL0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF049067(NAD 83)
 LL0339_MARKER: DB = BENCH MARK DISK
 LL0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0339_STAMPING: M 356 1954
 LL0339_MARK LOGO: CGS   
 LL0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0339+STABILITY: SURFACE MOTION
 LL0339
 LL0339  HISTORY     - Date     Condition        Report By
 LL0339  HISTORY     - 1954     MONUMENTED       CGS
 LL0339  HISTORY     - 1983     GOOD             CGS
 LL0339  HISTORY     - 1984     GOOD             NGS
 LL0339
 LL0339                          STATION DESCRIPTION
 LL0339
 LL0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LL0339'8.6 MI W FROM NUNN.
 LL0339'0.3 MILE NORTHWEST ALONG U.S. HIGHWAY 85 FROM THE UNION PACIFIC
 LL0339'RAILROAD STATION AT NUNN, THENCE 8.3 MILES WEST ALONG A GRAVELED
 LL0339'ROAD, 0.1 MILE EAST OF THE WELD AND LARIMER COUNTY LINE, 75 FEET
 LL0339'EAST OF A PIPE LINE WHICH CROSSES THE ROAD, 30 FEET NORTH OF THE
 LL0339'CENTER LINE OF THE ROAD, 1.5 FEET SOUTH OF A FENCE, 2 FEET WEST OF
 LL0339'A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LL0339'0.4 FOOT ABOVE THE GROUND.
 LL0339
 LL0339                          STATION RECOVERY (1983)
 LL0339
 LL0339'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1983
 LL0339'ADDITIONS: A GRADER HAS CUT THE BANK JUST SOUTH OF AND TO WITHIN 0.8
 LL0339'M (2.5 FT) OF THE MARK AND 0.6 M (2 FT) BELOW THE TOP OF THE MONUMENT
 LL0339'POSSIBLY JEOPARDIZING THE FUTURE STABILITY AND LIFE OF THE MARK. SET
 LL0339'NEW WITNESS POST IN THE SAME LOCATION AS IN 1954. THE MARK IS FLUSH
 LL0339'WITH THE GROUND, 9.1 M (30 FT) NORTH OF THE CENTER OF COUNTY ROAD 64,
 LL0339'AND 0.2 KM (0.1 MI) EAST OF A SECTION CORNER.
 LL0339
 LL0339                          STATION RECOVERY (1984)
 LL0339
 LL0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0339'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  5.0 KM (3.1 MI)
 LL0339'EAST ALONG COUNTY ROAD 64 FROM ITS JUNCTION WITH NORTH SIXTH STREET IN
 LL0339'WELLINGTON, 0.2 KM (0.1 MI) EAST OF THE INTERSECTION OF KERSHAW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0119 ***********************************************************************
 KK0119  DESIGNATION -  M 357
 KK0119  PID         -  KK0119
 KK0119  STATE/COUNTY-  CO/ADAMS
 KK0119  USGS QUAD   -  PEORIA (1978)
 KK0119
 KK0119                         *CURRENT SURVEY CONTROL
 KK0119  ___________________________________________________________________
 KK0119* NAD 83(1986)-  39 44 24.     (N)    104 02 23.     (W)     SCALED    
 KK0119* NAVD 88     -      1548.866  (meters)    5081.57   (feet)  ADJUSTED  
 KK0119  ___________________________________________________________________
 KK0119  GEOID HEIGHT-         -18.93  (meters)                     GEOID03
 KK0119  DYNAMIC HT  -        1547.465 (meters)    5076.97  (feet)  COMP
 KK0119  MODELED GRAV-     979,667.5   (mgal)                       NAVD 88
 KK0119
 KK0119  VERT ORDER  -  SECOND    CLASS 0
 KK0119
 KK0119.The horizontal coordinates were scaled from a topographic map and have
 KK0119.an estimated accuracy of +/- 6 seconds.
 KK0119
 KK0119.The orthometric height was determined by differential leveling
 KK0119.and adjusted by the National Geodetic Survey in June 1991..
 KK0119
 KK0119.The geoid height was determined by GEOID03.
 KK0119
 KK0119.The dynamic height is computed by dividing the NAVD 88
 KK0119.geopotential number by the normal gravity value computed on the
 KK0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0119.degrees latitude (g = 980.6199 gals.).
 KK0119
 KK0119.The modeled gravity was interpolated from observed gravity values.
 KK0119
 KK0119;                    North         East    Units  Estimated Accuracy
 KK0119;SPC CO N     -   350,980.    1,039,570.      MT  (+/- 180 meters Scaled)
 KK0119
 KK0119                          SUPERSEDED SURVEY CONTROL
 KK0119
 KK0119  NGVD 29 (??/??/92) 1548.053  (m)         5078.90   (f) ADJ UNCH    2 0
 KK0119
 KK0119.Superseded values are not recommended for survey control.
 KK0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0119.See file dsdata.txt to determine how the superseded data were derived.
 KK0119
 KK0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED822993(NAD 83)
 KK0119_MARKER: DB = BENCH MARK DISK
 KK0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0119_STAMPING: M 357 1954
 KK0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0119+STABILITY: SURFACE MOTION
 KK0119
 KK0119  HISTORY     - Date     Condition        Report By
 KK0119  HISTORY     - 1954     MONUMENTED       CGS
 KK0119
 KK0119                          STATION DESCRIPTION
 KK0119
 KK0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK0119'12 MI E FROM BYERS.
 KK0119'0.5 MILE SOUTHEAST ALONG U.S. HIGHWAYS 40 AND 287 FROM THE
 KK0119'UNION PACIFIC RAILROAD STATION AT BYERS, THENCE 4.5 MILES
 KK0119'EAST ALONG A GRAVELED ROAD, THENCE 2.0 MILES NORTH ALONG A
 KK0119'GRAVELED ROAD, THENCE 5.0 MILES EAST ALONG U.S. HIGHWAY 36, 98
 KK0119'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 161 FEET EAST OF THE
 KK0119'CENTER LINE OF A NORTH AND SOUTH ROAD, 2 FEET SOUTH OF A FENCE,
 KK0119'2 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 KK0119'WHICH PROJECTS 0.1 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0419 ***********************************************************************
 LL0419  DESIGNATION -  M 358
 LL0419  PID         -  LL0419
 LL0419  STATE/COUNTY-  CO/LARIMER
 LL0419  USGS QUAD   -  BUCKEYE (1978)
 LL0419
 LL0419                         *CURRENT SURVEY CONTROL
 LL0419  ___________________________________________________________________
 LL0419* NAD 83(1986)-  40 46 10.     (N)    105 06 49.     (W)     SCALED    
 LL0419* NAVD 88     -      1657.364  (meters)    5437.54   (feet)  ADJUSTED  
 LL0419  ___________________________________________________________________
 LL0419  GEOID HEIGHT-         -15.22  (meters)                     GEOID03
 LL0419  DYNAMIC HT  -        1655.955 (meters)    5432.91  (feet)  COMP
 LL0419  MODELED GRAV-     979,715.4   (mgal)                       NAVD 88
 LL0419
 LL0419  VERT ORDER  -  FIRST     CLASS II
 LL0419
 LL0419.The horizontal coordinates were scaled from a topographic map and have
 LL0419.an estimated accuracy of +/- 6 seconds.
 LL0419
 LL0419.The orthometric height was determined by differential leveling
 LL0419.and adjusted by the National Geodetic Survey in June 1991..
 LL0419
 LL0419.The geoid height was determined by GEOID03.
 LL0419
 LL0419.The dynamic height is computed by dividing the NAVD 88
 LL0419.geopotential number by the normal gravity value computed on the
 LL0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0419.degrees latitude (g = 980.6199 gals.).
 LL0419
 LL0419.The modeled gravity was interpolated from observed gravity values.
 LL0419
 LL0419;                    North         East    Units  Estimated Accuracy
 LL0419;SPC CO N     -   464,330.      947,020.      MT  (+/- 180 meters Scaled)
 LL0419
 LL0419                          SUPERSEDED SURVEY CONTROL
 LL0419
 LL0419  NGVD 29 (??/??/92) 1656.387  (m)         5434.33   (f) ADJ UNCH    1 2
 LL0419
 LL0419.Superseded values are not recommended for survey control.
 LL0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0419.See file dsdata.txt to determine how the superseded data were derived.
 LL0419
 LL0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF904131(NAD 83)
 LL0419_MARKER: DB = BENCH MARK DISK
 LL0419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0419_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0419_STAMPING: M 358 1954
 LL0419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0419+STABILITY: SURFACE MOTION
 LL0419
 LL0419  HISTORY     - Date     Condition        Report By
 LL0419  HISTORY     - 1954     MONUMENTED       CGS
 LL0419  HISTORY     - 1984     GOOD             NGS
 LL0419
 LL0419                          STATION DESCRIPTION
 LL0419
 LL0419'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LL0419'4.4 MI NW FROM WAVERLY.
 LL0419'2.4 MILES NORTH ALONG STATE HIGHWAY 253 FROM THE WAVERLY SCHOOL
 LL0419'AT WAVERLY, THENCE 2.0 MILES WEST ALONG A GRAVELED ROAD, ON THE
 LL0419'OUTSIDE OF A CURVE IN THE ROAD, 33 FEET SOUTH OF THE CENTER LINE
 LL0419'OF THE ROAD, 15 FEET WEST OF A FENCE LEADING SOUTH, 8 FEET WEST
 LL0419'OF A TELEPHONE POLE, 2 FEET NORTH OF AN EAST AND WEST FENCE, 2
 LL0419'FEET EAST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST
 LL0419'WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LL0419
 LL0419                          STATION RECOVERY (1984)
 LL0419
 LL0419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0419'ADDITIONS: THE TELEPHONE POLE IS NOW GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1082 ***********************************************************************
 KK1082  DESIGNATION -  M 359
 KK1082  PID         -  KK1082
 KK1082  STATE/COUNTY-  CO/CLEAR CREEK
 KK1082  USGS QUAD   -  MT EVANS (1974)
 KK1082
 KK1082                         *CURRENT SURVEY CONTROL
 KK1082  ___________________________________________________________________
 KK1082* NAD 83(1986)-  39 35 30.     (N)    105 43 01.     (W)     SCALED    
 KK1082* NAVD 88     -      3529.647  (meters)   11580.18   (feet)  ADJUSTED  
 KK1082  ___________________________________________________________________
 KK1082  GEOID HEIGHT-         -12.26  (meters)                     GEOID03
 KK1082  DYNAMIC HT  -        3524.963 (meters)   11564.82  (feet)  COMP
 KK1082  MODELED GRAV-     979,168.9   (mgal)                       NAVD 88
 KK1082
 KK1082  VERT ORDER  -  FIRST     CLASS II
 KK1082
 KK1082.The horizontal coordinates were scaled from a topographic map and have
 KK1082.an estimated accuracy of +/- 6 seconds.
 KK1082
 KK1082.The orthometric height was determined by differential leveling
 KK1082.and adjusted by the National Geodetic Survey in June 1991..
 KK1082
 KK1082.The geoid height was determined by GEOID03.
 KK1082
 KK1082.The dynamic height is computed by dividing the NAVD 88
 KK1082.geopotential number by the normal gravity value computed on the
 KK1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1082.degrees latitude (g = 980.6199 gals.).
 KK1082
 KK1082.The modeled gravity was interpolated from observed gravity values.
 KK1082
 KK1082;                    North         East    Units  Estimated Accuracy
 KK1082;SPC CO C     -   500,020.      895,770.      MT  (+/- 180 meters Scaled)
 KK1082
 KK1082                          SUPERSEDED SURVEY CONTROL
 KK1082
 KK1082  NGVD 29 (??/??/92) 3527.852  (m)        11574.29   (f) ADJ UNCH    1 2
 KK1082
 KK1082.Superseded values are not recommended for survey control.
 KK1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1082.See file dsdata.txt to determine how the superseded data were derived.
 KK1082
 KK1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD384826(NAD 83)
 KK1082_MARKER: DB = BENCH MARK DISK
 KK1082_SETTING: 80 = SET IN A BOULDER
 KK1082_STAMPING: M 359 1954
 KK1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1082+STABILITY: SURFACE MOTION
 KK1082
 KK1082  HISTORY     - Date     Condition        Report By
 KK1082  HISTORY     - 1954     MONUMENTED       CGS
 KK1082
 KK1082                          STATION DESCRIPTION
 KK1082
 KK1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK1082'11 MI S FROM GEORGETOWN.
 KK1082'8.65 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE POST
 KK1082'OFFICE AT GEORGETOWN, THENCE 2.3 MILES SOUTHEAST ALONG THE
 KK1082'GEORGETOWN AND GRANT ROAD, 30 FEET NORTHWEST OF THE CENTER LINE OF
 KK1082'THE ROAD, 4 FEET ABOVE THE GROUND, SET IN THE TOP OF AN 8X12 FOOT
 KK1082'GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0080 ***********************************************************************
 KM0080  DESIGNATION -  M 36
 KM0080  PID         -  KM0080
 KM0080  STATE/COUNTY-  CO/GARFIELD
 KM0080  USGS QUAD   -  BAXTER PASS (1964)
 KM0080
 KM0080                         *CURRENT SURVEY CONTROL
 KM0080  ___________________________________________________________________
 KM0080* NAD 83(1986)-  39 30 21.     (N)    108 56 41.     (W)     SCALED    
 KM0080* NAVD 88     -      1803.239  (meters)    5916.13   (feet)  ADJUSTED  
 KM0080  ___________________________________________________________________
 KM0080  GEOID HEIGHT-         -16.34  (meters)                     GEOID03
 KM0080  DYNAMIC HT  -        1801.435 (meters)    5910.21  (feet)  COMP
 KM0080  MODELED GRAV-     979,562.4   (mgal)                       NAVD 88
 KM0080
 KM0080  VERT ORDER  -  FIRST     CLASS II
 KM0080
 KM0080.The horizontal coordinates were scaled from a topographic map and have
 KM0080.an estimated accuracy of +/- 6 seconds.
 KM0080
 KM0080.The orthometric height was determined by differential leveling
 KM0080.and adjusted by the National Geodetic Survey in June 1991..
 KM0080
 KM0080.The geoid height was determined by GEOID03.
 KM0080
 KM0080.The dynamic height is computed by dividing the NAVD 88
 KM0080.geopotential number by the normal gravity value computed on the
 KM0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0080.degrees latitude (g = 980.6199 gals.).
 KM0080
 KM0080.The modeled gravity was interpolated from observed gravity values.
 KM0080
 KM0080;                    North         East    Units  Estimated Accuracy
 KM0080;SPC CO C     -   496,080.      618,220.      MT  (+/- 180 meters Scaled)
 KM0080
 KM0080                          SUPERSEDED SURVEY CONTROL
 KM0080
 KM0080  NGVD 29 (??/??/92) 1801.991  (m)         5912.03   (f) ADJ UNCH    1 2
 KM0080
 KM0080.Superseded values are not recommended for survey control.
 KM0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0080.See file dsdata.txt to determine how the superseded data were derived.
 KM0080
 KM0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ767749(NAD 83)
 KM0080_MARKER: DB = BENCH MARK DISK
 KM0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KM0080_STAMPING: 5912.032 M 36 1933
 KM0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0080+STABILITY: SURFACE MOTION
 KM0080
 KM0080  HISTORY     - Date     Condition        Report By
 KM0080  HISTORY     - 1933     MONUMENTED       CGS
 KM0080  HISTORY     - 1964     MARK NOT FOUND   USGS
 KM0080
 KM0080                          STATION DESCRIPTION
 KM0080
 KM0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 KM0080'4.3 MI S FROM ATCHEE.
 KM0080'CONCRETE POST, ON UINTAH RY. RIGHT OF WAY, 4.0 MILES NORTH OF
 KM0080'CARBONCRA, 5 FEET EAST OF MILEPOST 24, 22 FEET EAST OF RAILROAD
 KM0080'CENTER-LINE.
 KM0080
 KM0080                          STATION RECOVERY (1964)
 KM0080
 KM0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 KM0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0811 ***********************************************************************
 LL0811  DESIGNATION -  M 360
 LL0811  PID         -  LL0811
 LL0811  STATE/COUNTY-  CO/GRAND
 LL0811  USGS QUAD   -  GRANBY (1978)
 LL0811
 LL0811                         *CURRENT SURVEY CONTROL
 LL0811  ___________________________________________________________________
 LL0811* NAD 83(1986)-  40 02 55.     (N)    105 53 03.     (W)     SCALED    
 LL0811* NAVD 88     -      2482.963  (meters)    8146.19   (feet)  ADJUSTED  
 LL0811  ___________________________________________________________________
 LL0811  GEOID HEIGHT-         -12.49  (meters)                     GEOID03
 LL0811  DYNAMIC HT  -        2480.214 (meters)    8137.17  (feet)  COMP
 LL0811  MODELED GRAV-     979,429.0   (mgal)                       NAVD 88
 LL0811
 LL0811  VERT ORDER  -  FIRST     CLASS II
 LL0811
 LL0811.The horizontal coordinates were scaled from a topographic map and have
 LL0811.an estimated accuracy of +/- 6 seconds.
 LL0811
 LL0811.The orthometric height was determined by differential leveling
 LL0811.and adjusted by the National Geodetic Survey in June 1991..
 LL0811
 LL0811.The geoid height was determined by GEOID03.
 LL0811
 LL0811.The dynamic height is computed by dividing the NAVD 88
 LL0811.geopotential number by the normal gravity value computed on the
 LL0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0811.degrees latitude (g = 980.6199 gals.).
 LL0811
 LL0811.The modeled gravity was interpolated from observed gravity values.
 LL0811
 LL0811;                    North         East    Units  Estimated Accuracy
 LL0811;SPC CO N     -   384,290.      881,620.      MT  (+/- 180 meters Scaled)
 LL0811
 LL0811                          SUPERSEDED SURVEY CONTROL
 LL0811
 LL0811  NGVD 29 (??/??/92) 2481.588  (m)         8141.68   (f) ADJ UNCH    1 2
 LL0811
 LL0811.Superseded values are not recommended for survey control.
 LL0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0811.See file dsdata.txt to determine how the superseded data were derived.
 LL0811
 LL0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE245335(NAD 83)
 LL0811_MARKER: DB = BENCH MARK DISK
 LL0811_SETTING: 66 = SET IN ROCK OUTCROP
 LL0811_SP_SET: OUTCROP
 LL0811_STAMPING: M 360 1954
 LL0811_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL0811+STABILITY: POSITION/ELEVATION WELL
 LL0811
 LL0811  HISTORY     - Date     Condition        Report By
 LL0811  HISTORY     - 1954     MONUMENTED       CGS
 LL0811
 LL0811                          STATION DESCRIPTION
 LL0811
 LL0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LL0811'4.8 MI SE FROM GRANBY.
 LL0811'4.8 MILES SOUTHEAST ALONG THE DENVER AND SALT LAKE RAILROAD
 LL0811'FROM THE STATION AT GRANBY, 17 FEET WEST OF THE WEST RAIL,
 LL0811'31 FEET SOUTH OF A SMALL SPRING, 32 FEET SOUTH OF THE WEST END
 LL0811'OF A 30 INCH PIPE CULVERT, 9 RAILS SOUTH OF MILEPOST 71, 2 FEET
 LL0811'ABOVE THE GROUND, SET IN THE TOP OF THE EAST END OF A GRANITE
 LL0811'OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0739 ***********************************************************************
 LL0739  DESIGNATION -  M 361
 LL0739  PID         -  LL0739
 LL0739  STATE/COUNTY-  CO/GRAND
 LL0739  USGS QUAD   -  TRAIL MOUNTAIN (1978)
 LL0739
 LL0739                         *CURRENT SURVEY CONTROL
 LL0739  ___________________________________________________________________
 LL0739* NAD 83(1992)-  40 10 20.29120(N)    105 54 03.24976(W)     ADJUSTED  
 LL0739* NAVD 88     -      2535.384  (meters)    8318.17   (feet)  ADJUSTED  
 LL0739  ___________________________________________________________________
 LL0739  X           -  -1,337,629.355 (meters)                     COMP
 LL0739  Y           -  -4,695,503.556 (meters)                     COMP
 LL0739  Z           -   4,094,250.462 (meters)                     COMP
 LL0739  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 LL0739  ELLIP HEIGHT-        2522.94  (meters)          (10/21/02) GPS OBS
 LL0739  GEOID HEIGHT-         -12.41  (meters)                     GEOID03
 LL0739  DYNAMIC HT  -        2532.563 (meters)    8308.92  (feet)  COMP
 LL0739  MODELED GRAV-     979,421.4   (mgal)                       NAVD 88
 LL0739
 LL0739  HORZ ORDER  -  B
 LL0739  VERT ORDER  -  FIRST     CLASS II
 LL0739  ELLP ORDER  -  FIFTH     CLASS I
 LL0739
 LL0739.The horizontal coordinates were established by GPS observations
 LL0739.and adjusted by the National Geodetic Survey in May 1992..
 LL0739
 LL0739.The orthometric height was determined by differential leveling
 LL0739.and adjusted by the National Geodetic Survey in June 1991..
 LL0739
 LL0739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL0739
 LL0739.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL0739
 LL0739.The ellipsoidal height was determined by GPS observations
 LL0739.and is referenced to NAD 83.
 LL0739
 LL0739.The geoid height was determined by GEOID03.
 LL0739
 LL0739.The dynamic height is computed by dividing the NAVD 88
 LL0739.geopotential number by the normal gravity value computed on the
 LL0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0739.degrees latitude (g = 980.6199 gals.).
 LL0739
 LL0739.The modeled gravity was interpolated from observed gravity values.
 LL0739
 LL0739;                    North         East     Units Scale Factor Converg.
 LL0739;SPC CO N     -   398,028.819   880,254.961   MT  0.99995778   -0 15 32.5
 LL0739;SPC CO N     - 1,305,866.22  2,887,969.82   sFT  0.99995778   -0 15 32.5
 LL0739;UTM  13      - 4,447,270.512   423,292.313   MT  0.99967243   -0 34 52.3
 LL0739
 LL0739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL0739!SPC CO N     -   0.99960437  x   0.99995778  =   0.99956217
 LL0739!UTM  13      -   0.99960437  x   0.99967243  =   0.99927693
 LL0739
 LL0739                          SUPERSEDED SURVEY CONTROL
 LL0739
 LL0739  NAD 83(1986)-  40 10 20.28428(N)    105 54 03.24670(W) AD(       ) 3
 LL0739  ELLIP H (05/26/92) 2523.01   (m)                       GP(       ) 4 1
 LL0739  NAVD 88 (05/26/92) 2535.38   (m)         8318.2    (f) LEVELING    3  
 LL0739  NGVD 29 (??/??/92) 2533.984  (m)         8313.58   (f) ADJ UNCH    1 2
 LL0739
 LL0739.Superseded values are not recommended for survey control.
 LL0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0739.See file dsdata.txt to determine how the superseded data were derived.
 LL0739
 LL0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE2329247271(NAD 83)
 LL0739_MARKER: DB = BENCH MARK DISK
 LL0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0739_SP_SET: CONCRETE POST
 LL0739_STAMPING: M 361 1954
 LL0739_MARK LOGO: CGS   
 LL0739_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0739+STABILITY: SURFACE MOTION
 LL0739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0739+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2000
 LL0739
 LL0739  HISTORY     - Date     Condition        Report By
 LL0739  HISTORY     - 1954     MONUMENTED       CGS
 LL0739  HISTORY     - 19910711 GOOD             NGS
 LL0739  HISTORY     - 19990713 GOOD             NGS
 LL0739  HISTORY     - 20000113 GOOD             SLSS
 LL0739  HISTORY     - 20000127 GOOD             NGS
 LL0739
 LL0739                          STATION DESCRIPTION
 LL0739
 LL0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LL0739'7.8 MI SW FROM GRAND LAKE.
 LL0739'0.9 MILE WEST ALONG STATE HIGHWAY 278 FROM THE POST OFFICE AT GRAND
 LL0739'LAKE, THENCE 6.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 34, 59 FEET
 LL0739'WEST OF THE CENTER LINE OF THE HIGHWAY, 54 FEET NORTH OF THE CENTER
 LL0739'LINE OF A PRIVATE ROAD, 17 FEET NORTH OF A POWER POLE, 48 FEET
 LL0739'NORTHWEST OF THE NORTHWEST CORNER OF THE WEST HEADWALL OF A CONCRETE
 LL0739'CULVERT.  18
 LL0739'FEET EAST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, 1.0 MILE
 LL0739'NORTHEAST OF BENCH MARK H 361, SET IN THE TOP OF A CONCRETE POST
 LL0739'WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
 LL0739
 LL0739                          STATION RECOVERY (1991)
 LL0739
 LL0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LL0739'STATION IS LOCATED ABOUT 12 KM (7.5 MI) NORTH OF GRANBY, ON THE WEST
 LL0739'SIDE OF LAKE GRANBY, 0.25 KM (0.16 MI) SOUTH OF FISH BAY, IN THE
 LL0739'SHADOW MOUNTAIN NATIONAL RECREATION AREA, ALONG US HIGHWAY 34, AT
 LL0739'MILE 7.75, ON THE RIGHT-OF-WAY, IN THE SOUTHWEST 1/4 OF SECTION 34. T
 LL0739'3 N, R 76 W.  OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.
 LL0739'TO REACH FROM THE JUNCTION OF US HIGHWAYS 34 AND 40 (ABOUT 1 MILE WEST
 LL0739'OF GRANBY), GO NORTH ON HIGHWAY 34 EAST FOR 5.45 MI (8.77 KM) TO
 LL0739'COUNTY ROUTE 6 ON THE RIGHT NEAR TOP OF GRADE.  CONTINUE AHEAD FOR
 LL0739'1.35 MI (2.17 KM) TO THE ENTRANCE TO THE NORTON MARINA ON THE RIGHT.
 LL0739'CONTINUE AHEAD FOR 0.9 MI (1.4 KM) TO A DIRT ROAD LEFT ON NORTH SIDE
 LL0739'OF STOCK PENS AND STATION ON THE LEFT IN FRONT OF A LOG HOUSE.
 LL0739'STATION MARK IS SET IN THE TOP OF A 30-CM OVAL CONCRETE POST
 LL0739'PROJECTING 5 CM ABOVE GROUND.  IT IS 16.4 M (53.8 FT) WEST OF, AND
 LL0739'LEVEL WITH THE HIGHWAY CENTER, 17.0 M (55.8 FT) NORTH OF THE DIRT
 LL0739'ROAD CENTER, 10.8 M (35.4 FT) SOUTH OF A DIRT DRIVEWAY CENTER, 0.6 M
 LL0739'(2.0 FT) EAST OF A LOG FENCE, 0.6 M (2.0 FT) SOUTH OF A FIBERGLASS
 LL0739'WITNESS POST AND 0.5 M (1.6 FT) NORTHEAST OF AN UNDERGROUND GAS
 LL0739'PIPELINE METAL WITNESS POST.
 LL0739'DESCRIBED BY G.R.HEID
 LL0739
 LL0739                          STATION RECOVERY (1999)
 LL0739
 LL0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 LL0739'RECOVERED AS DESCRIBED.
 LL0739
 LL0739                          STATION RECOVERY (2000)
 LL0739
 LL0739'RECOVERY NOTE BY STEPHENSON LAND SURVEYING SERVICES 2000 (GFS)
 LL0739'RECOVERED AS DESCRIBED.
 LL0739
 LL0739                          STATION RECOVERY (2000)
 LL0739
 LL0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 LL0739'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0071 ***********************************************************************
 LM0071  DESIGNATION -  M 362
 LM0071  PID         -  LM0071
 LM0071  STATE/COUNTY-  CO/JACKSON
 LM0071  USGS QUAD   -  MAC FARLANE RESERVOIR (1955)
 LM0071
 LM0071                         *CURRENT SURVEY CONTROL
 LM0071  ___________________________________________________________________
 LM0071* NAD 83(1986)-  40 36 23.     (N)    106 17 47.     (W)     SCALED    
 LM0071* NAVD 88     -      2527.376  (meters)    8291.90   (feet)  ADJUSTED  
 LM0071  ___________________________________________________________________
 LM0071  GEOID HEIGHT-         -12.21  (meters)                     GEOID03
 LM0071  DYNAMIC HT  -        2524.636 (meters)    8282.91  (feet)  COMP
 LM0071  MODELED GRAV-     979,449.8   (mgal)                       NAVD 88
 LM0071
 LM0071  VERT ORDER  -  FIRST     CLASS II
 LM0071
 LM0071.The horizontal coordinates were scaled from a topographic map and have
 LM0071.an estimated accuracy of +/- 6 seconds.
 LM0071
 LM0071.The orthometric height was determined by differential leveling
 LM0071.and adjusted by the National Geodetic Survey in June 1991..
 LM0071
 LM0071.The geoid height was determined by GEOID03.
 LM0071
 LM0071.The dynamic height is computed by dividing the NAVD 88
 LM0071.geopotential number by the normal gravity value computed on the
 LM0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0071.degrees latitude (g = 980.6199 gals.).
 LM0071
 LM0071.The modeled gravity was interpolated from observed gravity values.
 LM0071
 LM0071;                    North         East    Units  Estimated Accuracy
 LM0071;SPC CO N     -   446,450.      847,000.      MT  (+/- 180 meters Scaled)
 LM0071
 LM0071                          SUPERSEDED SURVEY CONTROL
 LM0071
 LM0071  NGVD 29 (??/??/92) 2525.924  (m)         8287.14   (f) ADJ UNCH    1 2
 LM0071
 LM0071.Superseded values are not recommended for survey control.
 LM0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0071.See file dsdata.txt to determine how the superseded data were derived.
 LM0071
 LM0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE903958(NAD 83)
 LM0071_MARKER: DB = BENCH MARK DISK
 LM0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0071_STAMPING: M 362 1954
 LM0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0071+STABILITY: SURFACE MOTION
 LM0071
 LM0071  HISTORY     - Date     Condition        Report By
 LM0071  HISTORY     - 1954     MONUMENTED       CGS
 LM0071
 LM0071                          STATION DESCRIPTION
 LM0071
 LM0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LM0071'10.0 MI S FROM WALDEN.
 LM0071'10.0 MILES SOUTH ALONG STATE HIGHWAY 125 FROM THE POST OFFICE AT
 LM0071'WALDEN, 51 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2.8 FEET WEST
 LM0071'OF A FENCE, 1.8 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 LM0071'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0490 ***********************************************************************
 KK0490  DESIGNATION -  M 374
 KK0490  PID         -  KK0490
 KK0490  STATE/COUNTY-  CO/ARAPAHOE
 KK0490  USGS QUAD   -  WATKINS SE (1994)
 KK0490
 KK0490                         *CURRENT SURVEY CONTROL
 KK0490  ___________________________________________________________________
 KK0490* NAD 83(1986)-  39 35 35.     (N)    104 30 19.     (W)     SCALED    
 KK0490* NAVD 88     -      1849.060  (meters)    6066.46   (feet)  ADJUSTED  
 KK0490  ___________________________________________________________________
 KK0490  GEOID HEIGHT-         -17.89  (meters)                     GEOID03
 KK0490  DYNAMIC HT  -        1847.266 (meters)    6060.57  (feet)  COMP
 KK0490  MODELED GRAV-     979,590.4   (mgal)                       NAVD 88
 KK0490
 KK0490  VERT ORDER  -  SECOND    CLASS 0
 KK0490
 KK0490.The horizontal coordinates were scaled from a topographic map and have
 KK0490.an estimated accuracy of +/- 6 seconds.
 KK0490
 KK0490.The orthometric height was determined by differential leveling
 KK0490.and adjusted by the National Geodetic Survey in June 1991..
 KK0490
 KK0490.The geoid height was determined by GEOID03.
 KK0490
 KK0490.The dynamic height is computed by dividing the NAVD 88
 KK0490.geopotential number by the normal gravity value computed on the
 KK0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0490.degrees latitude (g = 980.6199 gals.).
 KK0490
 KK0490.The modeled gravity was interpolated from observed gravity values.
 KK0490
 KK0490;                    North         East    Units  Estimated Accuracy
 KK0490;SPC CO C     -   500,620.      999,840.      MT  (+/- 180 meters Scaled)
 KK0490
 KK0490                          SUPERSEDED SURVEY CONTROL
 KK0490
 KK0490  NGVD 29 (??/??/92) 1848.114  (m)         6063.35   (f) ADJ UNCH    2 0
 KK0490
 KK0490.Superseded values are not recommended for survey control.
 KK0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0490.See file dsdata.txt to determine how the superseded data were derived.
 KK0490
 KK0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED424827(NAD 83)
 KK0490_MARKER: DB = BENCH MARK DISK
 KK0490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0490_STAMPING: M 374 1960
 KK0490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0490+STABILITY: SURFACE MOTION
 KK0490
 KK0490  HISTORY     - Date     Condition        Report By
 KK0490  HISTORY     - 1960     MONUMENTED       CGS
 KK0490
 KK0490                          STATION DESCRIPTION
 KK0490
 KK0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KK0490'17.5 MI ESE FROM BUCKLEY ANG BASE.
 KK0490'7.2 MILES EAST AND SOUTH ALONG COLORADO STATE HIGHWAY 30 FROM
 KK0490'THE MAIN GATE AT BUCKLEY A.N.G. BASE, THENCE LEFT FORK, EAST, 11.3
 KK0490'MILES, THENCE SOUTH ALONG AN OILED ROAD 3 MILES.  THE MARK IS 54
 KK0490'FEET WEST OF THE CENTER OF A CATTLEGUARD, 3.5 FEET NORTH OF A METAL
 KK0490'WITNESS POST AND 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE.  IT IS
 KK0490'A STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT,
 KK0490'WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0137 ***********************************************************************
 LN0137  DESIGNATION -  M 379
 LN0137  PID         -  LN0137
 LN0137  STATE/COUNTY-  CO/MOFFAT
 LN0137  USGS QUAD   -  IRISH CANYON (1973)
 LN0137
 LN0137                         *CURRENT SURVEY CONTROL
 LN0137  ___________________________________________________________________
 LN0137* NAD 83(1986)-  40 52 19.     (N)    108 44 13.     (W)     SCALED    
 LN0137* NAVD 88     -      2104.268  (meters)    6903.75   (feet)  ADJUSTED  
 LN0137  ___________________________________________________________________
 LN0137  GEOID HEIGHT-         -14.95  (meters)                     GEOID03
 LN0137  DYNAMIC HT  -        2102.323 (meters)    6897.37  (feet)  COMP
 LN0137  MODELED GRAV-     979,624.5   (mgal)                       NAVD 88
 LN0137
 LN0137  VERT ORDER  -  SECOND    CLASS 0
 LN0137
 LN0137.The horizontal coordinates were scaled from a topographic map and have
 LN0137.an estimated accuracy of +/- 6 seconds.
 LN0137
 LN0137.The orthometric height was determined by differential leveling
 LN0137.and adjusted by the National Geodetic Survey in June 1991..
 LN0137
 LN0137.The geoid height was determined by GEOID03.
 LN0137
 LN0137.The dynamic height is computed by dividing the NAVD 88
 LN0137.geopotential number by the normal gravity value computed on the
 LN0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0137.degrees latitude (g = 980.6199 gals.).
 LN0137
 LN0137.The modeled gravity was interpolated from observed gravity values.
 LN0137
 LN0137;                    North         East    Units  Estimated Accuracy
 LN0137;SPC CO N     -   480,620.      641,590.      MT  (+/- 180 meters Scaled)
 LN0137
 LN0137                          SUPERSEDED SURVEY CONTROL
 LN0137
 LN0137  NGVD 29 (??/??/92) 2102.948  (m)         6899.42   (f) ADJ UNCH    2 0
 LN0137
 LN0137.Superseded values are not recommended for survey control.
 LN0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0137.See file dsdata.txt to determine how the superseded data were derived.
 LN0137
 LN0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL907270(NAD 83)
 LN0137_MARKER: DB = BENCH MARK DISK
 LN0137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0137_STAMPING: M 379 1962
 LN0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0137+STABILITY: SURFACE MOTION
 LN0137
 LN0137  HISTORY     - Date     Condition        Report By
 LN0137  HISTORY     - 1962     MONUMENTED       CGS
 LN0137
 LN0137                          STATION DESCRIPTION
 LN0137
 LN0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0137'23.0 MI N FROM GREYSTONE.
 LN0137'9.4 MILES NORTH ALONG COUNTY ROAD 10 FROM THE STORE AND POST OFFICE AT
 LN0137'GREYSTONE, THENCE 13.6 MILES NORTH ALONG COUNTY ROAD 318, 237 FEET
 LN0137'SOUTHEAST OF THE CENTER OF THE SOUTHWEST END OF AN 18-INCH PIPE
 LN0137'CULVERT, 53 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.8 FEET
 LN0137'NORTHWEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD, AND SET
 LN0137'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0089 ***********************************************************************
 HJ0089  DESIGNATION -  M 38
 HJ0089  PID         -  HJ0089
 HJ0089  STATE/COUNTY-  CO/PROWERS
 HJ0089  USGS QUAD   -  GOBBLERS KNOB (1968)
 HJ0089
 HJ0089                         *CURRENT SURVEY CONTROL
 HJ0089  ___________________________________________________________________
 HJ0089* NAD 83(1986)-  37 46 51.     (N)    102 36 42.     (W)     SCALED    
 HJ0089* NAVD 88     -      1255.012  (meters)    4117.49   (feet)  ADJUSTED  
 HJ0089  ___________________________________________________________________
 HJ0089  GEOID HEIGHT-         -23.03  (meters)                     GEOID03
 HJ0089  DYNAMIC HT  -        1253.755 (meters)    4113.36  (feet)  COMP
 HJ0089  MODELED GRAV-     979,584.6   (mgal)                       NAVD 88
 HJ0089
 HJ0089  VERT ORDER  -  FIRST     CLASS II
 HJ0089
 HJ0089.The horizontal coordinates were scaled from a topographic map and have
 HJ0089.an estimated accuracy of +/- 6 seconds.
 HJ0089
 HJ0089.The orthometric height was determined by differential leveling
 HJ0089.and adjusted by the National Geodetic Survey in June 1991..
 HJ0089
 HJ0089.The geoid height was determined by GEOID03.
 HJ0089
 HJ0089.The dynamic height is computed by dividing the NAVD 88
 HJ0089.geopotential number by the normal gravity value computed on the
 HJ0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0089.degrees latitude (g = 980.6199 gals.).
 HJ0089
 HJ0089.The modeled gravity was interpolated from observed gravity values.
 HJ0089
 HJ0089;                    North         East    Units  Estimated Accuracy
 HJ0089;SPC CO S     -   432,390.    1,168,790.      MT  (+/- 180 meters Scaled)
 HJ0089
 HJ0089                          SUPERSEDED SURVEY CONTROL
 HJ0089
 HJ0089  NGVD 29 (??/??/92) 1254.424  (m)         4115.56   (f) ADJ UNCH    1 2
 HJ0089
 HJ0089.Superseded values are not recommended for survey control.
 HJ0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0089.See file dsdata.txt to determine how the superseded data were derived.
 HJ0089
 HJ0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB103841(NAD 83)
 HJ0089_MARKER: DB = BENCH MARK DISK
 HJ0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0089_STAMPING: M 38 1933
 HJ0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0089+STABILITY: SURFACE MOTION
 HJ0089
 HJ0089  HISTORY     - Date     Condition        Report By
 HJ0089  HISTORY     - 1933     MONUMENTED       CGS
 HJ0089  HISTORY     - 1953     MARK NOT FOUND   NGS
 HJ0089  HISTORY     - 1967     MARK NOT FOUND   USGS
 HJ0089  HISTORY     - 1985     MARK NOT FOUND   NGS
 HJ0089
 HJ0089                          STATION DESCRIPTION
 HJ0089
 HJ0089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 HJ0089'21.6 MI S FROM LAMAR.
 HJ0089'21.6 MILES SOUTH ALONG U.S. HIGHWAY 287 FROM THE COUNTY COURTHOUSE
 HJ0089'AT LAMAR, PROWERS COUNTY, 1.0 MILE SOUTH OF THE DARBY STORE, 0.5
 HJ0089'MILE SOUTH OF THE JUNCTION OF A ROAD LEADING WEST, 70 YARDS SOUTH
 HJ0089'OF THE MART TANNER HOUSE IN 1934, 14 FEET NORTHWEST OF POLE 550
 HJ0089'E 42, 42 FEET SOUTHWEST OF THE WEST END OF AN 18-INCH IRON CULVERT
 HJ0089'AND 43 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD
 HJ0089'DISK, STAMPED M 38 1933 AND SET IN THE TOP OF A CONCRETE POST.
 HJ0089
 HJ0089                          STATION RECOVERY (1967)
 HJ0089
 HJ0089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HJ0089'MARK NOT FOUND.
 HJ0089
 HJ0089                          STATION RECOVERY (1985)
 HJ0089
 HJ0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HJ0089'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0159 ***********************************************************************
 LN0159  DESIGNATION -  M 380
 LN0159  PID         -  LN0159
 LN0159  STATE/COUNTY-  CO/MOFFAT
 LN0159  USGS QUAD   -  GREYSTONE (1973)
 LN0159
 LN0159                         *CURRENT SURVEY CONTROL
 LN0159  ___________________________________________________________________
 LN0159* NAD 83(1986)-  40 37 26.     (N)    108 40 42.     (W)     SCALED    
 LN0159* NAVD 88     -      2006.275  (meters)    6582.25   (feet)  ADJUSTED  
 LN0159  ___________________________________________________________________
 LN0159  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 LN0159  DYNAMIC HT  -        2004.394 (meters)    6576.08  (feet)  COMP
 LN0159  MODELED GRAV-     979,615.5   (mgal)                       NAVD 88
 LN0159
 LN0159  VERT ORDER  -  SECOND    CLASS 0
 LN0159
 LN0159.The horizontal coordinates were scaled from a topographic map and have
 LN0159.an estimated accuracy of +/- 6 seconds.
 LN0159
 LN0159.The orthometric height was determined by differential leveling
 LN0159.and adjusted by the National Geodetic Survey in June 1991..
 LN0159
 LN0159.The geoid height was determined by GEOID03.
 LN0159
 LN0159.The dynamic height is computed by dividing the NAVD 88
 LN0159.geopotential number by the normal gravity value computed on the
 LN0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0159.degrees latitude (g = 980.6199 gals.).
 LN0159
 LN0159.The modeled gravity was interpolated from observed gravity values.
 LN0159
 LN0159;                    North         East    Units  Estimated Accuracy
 LN0159;SPC CO N     -   452,910.      645,540.      MT  (+/- 180 meters Scaled)
 LN0159
 LN0159                          SUPERSEDED SURVEY CONTROL
 LN0159
 LN0159  NGVD 29 (??/??/92) 2004.973  (m)         6577.98   (f) ADJ UNCH    2 0
 LN0159
 LN0159.Superseded values are not recommended for survey control.
 LN0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0159.See file dsdata.txt to determine how the superseded data were derived.
 LN0159
 LN0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK963995(NAD 83)
 LN0159_MARKER: DB = BENCH MARK DISK
 LN0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0159_STAMPING: M 380 1962
 LN0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0159+STABILITY: SURFACE MOTION
 LN0159
 LN0159  HISTORY     - Date     Condition        Report By
 LN0159  HISTORY     - 1962     MONUMENTED       CGS
 LN0159
 LN0159                          STATION DESCRIPTION
 LN0159
 LN0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0159'1.15 MI N FROM GREYSTONE.
 LN0159'1.15 MILES NORTH ALONG COUNTY ROAD 10 FROM THE STORE AND POST OFFICE
 LN0159'AT GREYSTONE, 87 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 3.2
 LN0159'FEET NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE ROAD,
 LN0159'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 LN0159'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0218 ***********************************************************************
 LN0218  DESIGNATION -  M 381
 LN0218  PID         -  LN0218
 LN0218  STATE/COUNTY-  CO/MOFFAT
 LN0218  USGS QUAD   -  SWALLOW CANYON (1972)
 LN0218
 LN0218                         *CURRENT SURVEY CONTROL
 LN0218  ___________________________________________________________________
 LN0218* NAD 83(1986)-  40 51 58.     (N)    109 01 39.     (W)     SCALED    
 LN0218* NAVD 88     -      1740.280  (meters)    5709.57   (feet)  ADJUSTED  
 LN0218  ___________________________________________________________________
 LN0218  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 LN0218  DYNAMIC HT  -        1738.801 (meters)    5704.72  (feet)  COMP
 LN0218  MODELED GRAV-     979,712.7   (mgal)                       NAVD 88
 LN0218
 LN0218  VERT ORDER  -  SECOND    CLASS 0
 LN0218
 LN0218.The horizontal coordinates were scaled from a topographic map and have
 LN0218.an estimated accuracy of +/- 6 seconds.
 LN0218
 LN0218.The orthometric height was determined by differential leveling
 LN0218.and adjusted by the National Geodetic Survey in June 1991..
 LN0218
 LN0218.The geoid height was determined by GEOID03.
 LN0218
 LN0218.The dynamic height is computed by dividing the NAVD 88
 LN0218.geopotential number by the normal gravity value computed on the
 LN0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0218.degrees latitude (g = 980.6199 gals.).
 LN0218
 LN0218.The modeled gravity was interpolated from observed gravity values.
 LN0218
 LN0218;                    North         East    Units  Estimated Accuracy
 LN0218;SPC CO N     -   480,910.      617,090.      MT  (+/- 180 meters Scaled)
 LN0218
 LN0218                          SUPERSEDED SURVEY CONTROL
 LN0218
 LN0218  NGVD 29 (??/??/92) 1739.091  (m)         5705.67   (f) ADJ UNCH    2 0
 LN0218
 LN0218.Superseded values are not recommended for survey control.
 LN0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0218.See file dsdata.txt to determine how the superseded data were derived.
 LN0218
 LN0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL662257(NAD 83)
 LN0218_MARKER: DB = BENCH MARK DISK
 LN0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0218_STAMPING: M 381 1962
 LN0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0218+STABILITY: SURFACE MOTION
 LN0218
 LN0218  HISTORY     - Date     Condition        Report By
 LN0218  HISTORY     - 1962     MONUMENTED       CGS
 LN0218
 LN0218                          STATION DESCRIPTION
 LN0218
 LN0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0218'29.75 MI NW FROM GREYSTONE.
 LN0218'29.75 MILES NORTHWEST ALONG COUNTY ROAD 10 FROM THE STORE AND POST
 LN0218'OFFICE AT GREYSTONE, 0.25 MILE WEST OF THE JUNCTION OF A ROAD AND
 LN0218'STOCK PENS, 41 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 4 FEET EAST
 LN0218'OF A FENCE CORNER, 12 FEET EAST OF THE CENTER LINE OF A TRACK ROAD,
 LN0218'1.8 FEET NORTH OF A FENCE, 1.5 FEET WEST OF A WITNESS POST, ABOUT
 LN0218'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LN0218'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0178 ***********************************************************************
 LN0178  DESIGNATION -  M 382
 LN0178  PID         -  LN0178
 LN0178  STATE/COUNTY-  CO/MOFFAT
 LN0178  USGS QUAD   -  BIG JOE BASIN (1966)
 LN0178
 LN0178                         *CURRENT SURVEY CONTROL
 LN0178  ___________________________________________________________________
 LN0178* NAD 83(1986)-  40 45 23.     (N)    108 49 16.     (W)     SCALED    
 LN0178* NAVD 88     -      1731.562  (meters)    5680.97   (feet)  ADJUSTED  
 LN0178  ___________________________________________________________________
 LN0178  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 LN0178  DYNAMIC HT  -        1730.065 (meters)    5676.05  (feet)  COMP
 LN0178  MODELED GRAV-     979,698.4   (mgal)                       NAVD 88
 LN0178
 LN0178  VERT ORDER  -  SECOND    CLASS 0
 LN0178
 LN0178.The horizontal coordinates were scaled from a topographic map and have
 LN0178.an estimated accuracy of +/- 6 seconds.
 LN0178
 LN0178.The orthometric height was determined by differential leveling
 LN0178.and adjusted by the National Geodetic Survey in June 1991..
 LN0178
 LN0178.The geoid height was determined by GEOID03.
 LN0178
 LN0178.The dynamic height is computed by dividing the NAVD 88
 LN0178.geopotential number by the normal gravity value computed on the
 LN0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0178.degrees latitude (g = 980.6199 gals.).
 LN0178
 LN0178.The modeled gravity was interpolated from observed gravity values.
 LN0178
 LN0178;                    North         East    Units  Estimated Accuracy
 LN0178;SPC CO N     -   468,060.      634,020.      MT  (+/- 180 meters Scaled)
 LN0178
 LN0178                          SUPERSEDED SURVEY CONTROL
 LN0178
 LN0178  NGVD 29 (??/??/92) 1730.359  (m)         5677.02   (f) ADJ UNCH    2 0
 LN0178
 LN0178.Superseded values are not recommended for survey control.
 LN0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0178.See file dsdata.txt to determine how the superseded data were derived.
 LN0178
 LN0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL839139(NAD 83)
 LN0178_MARKER: DB = BENCH MARK DISK
 LN0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0178_STAMPING: M 382 1962
 LN0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0178+STABILITY: SURFACE MOTION
 LN0178
 LN0178  HISTORY     - Date     Condition        Report By
 LN0178  HISTORY     - 1962     MONUMENTED       CGS
 LN0178  HISTORY     - 1982     MARK NOT FOUND   USGS
 LN0178
 LN0178                          STATION DESCRIPTION
 LN0178
 LN0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0178'15.55 MI NW FROM GREYSTONE.
 LN0178'15.55 MILES NORTHWEST ALONG COUNTY ROAD 10 FROM THE STORE AND POST
 LN0178'OFFICE AT GREYSTONE, 70 FEET NORTH OF THE CENTER LINE OF THE ROAD, 3.0
 LN0178'FEET EAST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND
 LN0178'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 LN0178'GROUND.
 LN0178
 LN0178                          STATION RECOVERY (1982)
 LN0178
 LN0178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 LN0178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0579 ***********************************************************************
 KL0579  DESIGNATION -  M 383
 KL0579  PID         -  KL0579
 KL0579  STATE/COUNTY-  CO/RIO BLANCO
 KL0579  USGS QUAD   -  BIG BEAVER RESERVOIR (1987)
 KL0579
 KL0579                         *CURRENT SURVEY CONTROL
 KL0579  ___________________________________________________________________
 KL0579* NAD 83(1986)-  39 56 42.     (N)    107 44 03.     (W)     SCALED    
 KL0579* NAVD 88     -      2048.733  (meters)    6721.55   (feet)  ADJUSTED  
 KL0579  ___________________________________________________________________
 KL0579  GEOID HEIGHT-         -14.46  (meters)                     GEOID03
 KL0579  DYNAMIC HT  -        2046.586 (meters)    6714.51  (feet)  COMP
 KL0579  MODELED GRAV-     979,505.4   (mgal)                       NAVD 88
 KL0579
 KL0579  VERT ORDER  -  SECOND    CLASS 0
 KL0579
 KL0579.The horizontal coordinates were scaled from a topographic map and have
 KL0579.an estimated accuracy of +/- 6 seconds.
 KL0579
 KL0579.The orthometric height was determined by differential leveling
 KL0579.and adjusted by the National Geodetic Survey in June 1991..
 KL0579
 KL0579.The geoid height was determined by GEOID03.
 KL0579
 KL0579.The dynamic height is computed by dividing the NAVD 88
 KL0579.geopotential number by the normal gravity value computed on the
 KL0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0579.degrees latitude (g = 980.6199 gals.).
 KL0579
 KL0579.The modeled gravity was interpolated from observed gravity values.
 KL0579
 KL0579;                    North         East    Units  Estimated Accuracy
 KL0579;SPC CO N     -   375,120.      723,490.      MT  (+/- 180 meters Scaled)
 KL0579
 KL0579                          SUPERSEDED SURVEY CONTROL
 KL0579
 KL0579  NGVD 29 (??/??/92) 2047.384  (m)         6717.13   (f) ADJ UNCH    2 0
 KL0579
 KL0579.Superseded values are not recommended for survey control.
 KL0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0579.See file dsdata.txt to determine how the superseded data were derived.
 KL0579
 KL0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBE664252(NAD 83)
 KL0579_MARKER: DB = BENCH MARK DISK
 KL0579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0579_STAMPING: M 383 1966
 KL0579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0579+STABILITY: SURFACE MOTION
 KL0579
 KL0579  HISTORY     - Date     Condition        Report By
 KL0579  HISTORY     - 1966     MONUMENTED       CGS
 KL0579
 KL0579                          STATION DESCRIPTION
 KL0579
 KL0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KL0579'7.9 MI SW FROM BUFORD.
 KL0579'7.9 MILES SOUTHWEST ALONG STATE HIGHWAY 132 FROM THE STORE AND POST
 KL0579'OFFICE AT BUFORD, ABOUT 150 FEET NORTH OF POINT WHERE POWER LINE
 KL0579'CROSSES CENTER OF HIGHWAY, 35 FEET NORTHWEST OF THE CENTER LINE OF THE
 KL0579'HIGHWAY, 4.2 FEET SOUTHWEST OF THE SOUTHWEST END OF A WIRE GATE, 2.0
 KL0579'FEET SOUTHWEST OF A WITNESS POST, 1.4 FEET NORTHWEST OF A FENCE, ABOUT
 KL0579'3 1/2 FEET HIGHER THAN THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 KL0579'PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0458 ***********************************************************************
 LM0458  DESIGNATION -  M 384
 LM0458  PID         -  LM0458
 LM0458  STATE/COUNTY-  CO/RIO BLANCO
 LM0458  USGS QUAD   -  NINEMILE GAP (1966)
 LM0458
 LM0458                         *CURRENT SURVEY CONTROL
 LM0458  ___________________________________________________________________
 LM0458* NAD 83(1986)-  40 08 50.     (N)    107 48 45.     (W)     SCALED    
 LM0458* NAVD 88     -      2280.192  (meters)    7480.93   (feet)  ADJUSTED  
 LM0458  ___________________________________________________________________
 LM0458  GEOID HEIGHT-         -14.76  (meters)                     GEOID03
 LM0458  DYNAMIC HT  -        2277.810 (meters)    7473.11  (feet)  COMP
 LM0458  MODELED GRAV-     979,498.9   (mgal)                       NAVD 88
 LM0458
 LM0458  VERT ORDER  -  SECOND    CLASS 0
 LM0458
 LM0458.The horizontal coordinates were scaled from a topographic map and have
 LM0458.an estimated accuracy of +/- 6 seconds.
 LM0458
 LM0458.The orthometric height was determined by differential leveling
 LM0458.and adjusted by the National Geodetic Survey in June 1991..
 LM0458
 LM0458.The geoid height was determined by GEOID03.
 LM0458
 LM0458.The dynamic height is computed by dividing the NAVD 88
 LM0458.geopotential number by the normal gravity value computed on the
 LM0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0458.degrees latitude (g = 980.6199 gals.).
 LM0458
 LM0458.The modeled gravity was interpolated from observed gravity values.
 LM0458
 LM0458;                    North         East    Units  Estimated Accuracy
 LM0458;SPC CO N     -   397,740.      717,380.      MT  (+/- 180 meters Scaled)
 LM0458
 LM0458                          SUPERSEDED SURVEY CONTROL
 LM0458
 LM0458  NGVD 29 (??/??/92) 2278.827  (m)         7476.45   (f) ADJ UNCH    2 0
 LM0458
 LM0458.Superseded values are not recommended for survey control.
 LM0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0458.See file dsdata.txt to determine how the superseded data were derived.
 LM0458
 LM0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE604478(NAD 83)
 LM0458_MARKER: DB = BENCH MARK DISK
 LM0458_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0458_SP_SET: CULVERT
 LM0458_STAMPING: M 384 1966
 LM0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0458
 LM0458  HISTORY     - Date     Condition        Report By
 LM0458  HISTORY     - 1966     MONUMENTED       CGS
 LM0458
 LM0458                          STATION DESCRIPTION
 LM0458
 LM0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0458'10.7 MI NE FROM MEEKER.
 LM0458'10.7 MILES NORTHEAST ALONG STATE HIGHWAY 13 FROM THE FIRE STATION AT
 LM0458'MEEKER, AT THE SUMMIT OF NINE MILE PASS, 129 FEET SOUTHWEST OF THE
 LM0458'CENTER OF THE JUNCTION OF A TRACK ROAD SOUTHEAST, IN THE TOP AND 0.5
 LM0458'FOOT SOUTH OF THE NORTH END OF THE WEST HEAD WALL OF A 5 X 10-FOOT
 LM0458'CONCRETE BOX CULVERT, 28.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY
 LM0458'AND ABOUT 4 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0435 ***********************************************************************
 LM0435  DESIGNATION -  M 385
 LM0435  PID         -  LM0435
 LM0435  STATE/COUNTY-  CO/ROUTT
 LM0435  USGS QUAD   -  SAND POINT (1966)
 LM0435
 LM0435                         *CURRENT SURVEY CONTROL
 LM0435  ___________________________________________________________________
 LM0435* NAD 83(1986)-  40 12 10.     (N)    107 00 16.     (W)     SCALED    
 LM0435* NAVD 88     -      2407.064  (meters)    7897.18   (feet)  ADJUSTED  
 LM0435  ___________________________________________________________________
 LM0435  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 LM0435  DYNAMIC HT  -        2404.514 (meters)    7888.81  (feet)  COMP
 LM0435  MODELED GRAV-     979,479.1   (mgal)                       NAVD 88
 LM0435
 LM0435  VERT ORDER  -  SECOND    CLASS 0
 LM0435
 LM0435.The horizontal coordinates were scaled from a topographic map and have
 LM0435.an estimated accuracy of +/- 6 seconds.
 LM0435
 LM0435.The orthometric height was determined by differential leveling
 LM0435.and adjusted by the National Geodetic Survey in June 1991..
 LM0435
 LM0435.The geoid height was determined by GEOID03.
 LM0435
 LM0435.The dynamic height is computed by dividing the NAVD 88
 LM0435.geopotential number by the normal gravity value computed on the
 LM0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0435.degrees latitude (g = 980.6199 gals.).
 LM0435
 LM0435.The modeled gravity was interpolated from observed gravity values.
 LM0435
 LM0435;                    North         East    Units  Estimated Accuracy
 LM0435;SPC CO N     -   402,420.      786,320.      MT  (+/- 180 meters Scaled)
 LM0435
 LM0435                          SUPERSEDED SURVEY CONTROL
 LM0435
 LM0435  NGVD 29 (??/??/92) 2405.676  (m)         7892.62   (f) ADJ UNCH    2 0
 LM0435
 LM0435.Superseded values are not recommended for survey control.
 LM0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0435.See file dsdata.txt to determine how the superseded data were derived.
 LM0435
 LM0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE294521(NAD 83)
 LM0435_MARKER: DB = BENCH MARK DISK
 LM0435_SETTING: 80 = SET IN A BOULDER
 LM0435_SP_SET: BOULDER
 LM0435_STAMPING: M 385 1966
 LM0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0435+STABILITY: SURFACE MOTION
 LM0435
 LM0435  HISTORY     - Date     Condition        Report By
 LM0435  HISTORY     - 1966     MONUMENTED       CGS
 LM0435
 LM0435                          STATION DESCRIPTION
 LM0435
 LM0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0435'4.8 MI W FROM PHIPPSBURG.
 LM0435'4.8 MILES WEST ALONG STATE HIGHWAY 132 FROM THE JUNCTION OF STATE
 LM0435'HIGHWAY 131 AT PHIPPSBURG, ON TOP AND AT THE SOUTHWEST END OF A CUT
 LM0435'BANK, AT THE SOUTHWEST END OF A CURVE, IN THE TOP OF A 3 X 4-FOOT
 LM0435'EMBEDDED BOULDER WHICH PROJECTS 1 FOOT, 48 FEET NORTHWEST OF THE
 LM0435'CENTER LINE OF THE HIGHWAY, 15 FEET SOUTHEAST OF A FENCE, 3.1 FEET
 LM0435'SOUTHWEST OF A WITNESS POST AND ABOUT 10 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0411 ***********************************************************************
 LM0411  DESIGNATION -  M 386
 LM0411  PID         -  LM0411
 LM0411  STATE/COUNTY-  CO/RIO BLANCO
 LM0411  USGS QUAD   -  DUNCKLEY PASS (1966)
 LM0411
 LM0411                         *CURRENT SURVEY CONTROL
 LM0411  ___________________________________________________________________
 LM0411* NAD 83(1986)-  40 12 46.     (N)    107 10 57.     (W)     SCALED    
 LM0411* NAVD 88     -      2862.038  (meters)    9389.87   (feet)  ADJUSTED  
 LM0411  ___________________________________________________________________
 LM0411  GEOID HEIGHT-         -12.80  (meters)                     GEOID03
 LM0411  DYNAMIC HT  -        2859.081 (meters)    9380.17  (feet)  COMP
 LM0411  MODELED GRAV-     979,485.3   (mgal)                       NAVD 88
 LM0411
 LM0411  VERT ORDER  -  SECOND    CLASS 0
 LM0411
 LM0411.The horizontal coordinates were scaled from a topographic map and have
 LM0411.an estimated accuracy of +/- 6 seconds.
 LM0411
 LM0411.The orthometric height was determined by differential leveling
 LM0411.and adjusted by the National Geodetic Survey in June 1991..
 LM0411
 LM0411.The geoid height was determined by GEOID03.
 LM0411
 LM0411.The dynamic height is computed by dividing the NAVD 88
 LM0411.geopotential number by the normal gravity value computed on the
 LM0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0411.degrees latitude (g = 980.6199 gals.).
 LM0411
 LM0411.The modeled gravity was interpolated from observed gravity values.
 LM0411
 LM0411;                    North         East    Units  Estimated Accuracy
 LM0411;SPC CO N     -   403,800.      771,190.      MT  (+/- 180 meters Scaled)
 LM0411
 LM0411                          SUPERSEDED SURVEY CONTROL
 LM0411
 LM0411  NGVD 29 (??/??/92) 2860.758  (m)         9385.67   (f) ADJ UNCH    2 0
 LM0411
 LM0411.Superseded values are not recommended for survey control.
 LM0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0411.See file dsdata.txt to determine how the superseded data were derived.
 LM0411
 LM0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE142536(NAD 83)
 LM0411_MARKER: DB = BENCH MARK DISK
 LM0411_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0411_SP_SET: CULVERT
 LM0411_STAMPING: M 386 1966
 LM0411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0411
 LM0411  HISTORY     - Date     Condition        Report By
 LM0411  HISTORY     - 1966     MONUMENTED       CGS
 LM0411
 LM0411                          STATION DESCRIPTION
 LM0411
 LM0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0411'18.35 MI W FROM PHIPPSBURG.
 LM0411'18.35 MILES WEST ALONG STATE HIGHWAY 132 FROM THE JUNCTION OF STATE
 LM0411'HIGHWAY 131 AT PHIPPSBURG, IN THE TOP AND ABOUT 0.7 FOOT NORTHWEST OF
 LM0411'THE SOUTHEAST END OF THE NORTHEAST HEAD WALL OF A 24-INCH PIPE
 LM0411'CULVERT, ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0397 ***********************************************************************
 LM0397  DESIGNATION -  M 387
 LM0397  PID         -  LM0397
 LM0397  STATE/COUNTY-  CO/RIO BLANCO
 LM0397  USGS QUAD   -  DUNCKLEY PASS (1966)
 LM0397
 LM0397                         *CURRENT SURVEY CONTROL
 LM0397  ___________________________________________________________________
 LM0397* NAD 83(1986)-  40 09 50.     (N)    107 13 07.     (W)     SCALED    
 LM0397* NAVD 88     -      2520.376  (meters)    8268.93   (feet)  ADJUSTED  
 LM0397  ___________________________________________________________________
 LM0397  GEOID HEIGHT-         -12.61  (meters)                     GEOID03
 LM0397  DYNAMIC HT  -        2517.623 (meters)    8259.90  (feet)  COMP
 LM0397  MODELED GRAV-     979,441.8   (mgal)                       NAVD 88
 LM0397
 LM0397  VERT ORDER  -  SECOND    CLASS 0
 LM0397
 LM0397.The horizontal coordinates were scaled from a topographic map and have
 LM0397.an estimated accuracy of +/- 6 seconds.
 LM0397
 LM0397.The orthometric height was determined by differential leveling
 LM0397.and adjusted by the National Geodetic Survey in June 1991..
 LM0397
 LM0397.The geoid height was determined by GEOID03.
 LM0397
 LM0397.The dynamic height is computed by dividing the NAVD 88
 LM0397.geopotential number by the normal gravity value computed on the
 LM0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0397.degrees latitude (g = 980.6199 gals.).
 LM0397
 LM0397.The modeled gravity was interpolated from observed gravity values.
 LM0397
 LM0397;                    North         East    Units  Estimated Accuracy
 LM0397;SPC CO N     -   398,440.      768,010.      MT  (+/- 180 meters Scaled)
 LM0397
 LM0397                          SUPERSEDED SURVEY CONTROL
 LM0397
 LM0397  NGVD 29 (??/??/92) 2518.918  (m)         8264.15   (f) ADJ UNCH    2 0
 LM0397
 LM0397.Superseded values are not recommended for survey control.
 LM0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0397.See file dsdata.txt to determine how the superseded data were derived.
 LM0397
 LM0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE110483(NAD 83)
 LM0397_MARKER: DB = BENCH MARK DISK
 LM0397_SETTING: 80 = SET IN A BOULDER
 LM0397_SP_SET: BOULDER
 LM0397_STAMPING: M 387 1966
 LM0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0397+STABILITY: SURFACE MOTION
 LM0397
 LM0397  HISTORY     - Date     Condition        Report By
 LM0397  HISTORY     - 1966     MONUMENTED       CGS
 LM0397
 LM0397                          STATION DESCRIPTION
 LM0397
 LM0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0397'26.25 MI W FROM PHIPPSBURG.
 LM0397'26.25 MILES WEST ALONG STATE HIGHWAY 132 FROM THE JUNCTION OF STATE
 LM0397'HIGHWAY 131 AT PHIPPSBURG, AT THE JUNCTION OF A DIRT TRACK ROAD EAST
 LM0397'TO A CAMP, ON A SMALL KNOLL AND IN THE TOP OF A 4 X 6-FOOT EMBEDDED
 LM0397'BOULDER WHICH PROJECTS 1 1/2 FEET, 56 FEET EAST OF THE CENTER LINE OF
 LM0397'THE HIGHWAY, 170 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE
 LM0397'TRACK ROAD, 9.4 FEET WEST OF A FENCE, 3.6 FEET NORTHEAST OF A WITNESS
 LM0397'SIGN NAILED TO AN ASPEN TREE AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0058 ***********************************************************************
 HJ0058  DESIGNATION -  M 39
 HJ0058  PID         -  HJ0058
 HJ0058  STATE/COUNTY-  CO/BACA
 HJ0058  USGS QUAD   -  CAMPO (1978)
 HJ0058
 HJ0058                         *CURRENT SURVEY CONTROL
 HJ0058  ___________________________________________________________________
 HJ0058* NAD 83(1986)-  37 01 57.     (N)    102 31 29.     (W)     SCALED    
 HJ0058* NAVD 88     -      1275.898  (meters)    4186.01   (feet)  ADJUSTED  
 HJ0058  ___________________________________________________________________
 HJ0058  GEOID HEIGHT-         -23.62  (meters)                     GEOID03
 HJ0058  DYNAMIC HT  -        1274.520 (meters)    4181.49  (feet)  COMP
 HJ0058  MODELED GRAV-     979,506.2   (mgal)                       NAVD 88
 HJ0058
 HJ0058  VERT ORDER  -  FIRST     CLASS II
 HJ0058
 HJ0058.The horizontal coordinates were scaled from a topographic map and have
 HJ0058.an estimated accuracy of +/- 6 seconds.
 HJ0058
 HJ0058.The orthometric height was determined by differential leveling
 HJ0058.and adjusted by the National Geodetic Survey in June 1991..
 HJ0058
 HJ0058.The geoid height was determined by GEOID03.
 HJ0058
 HJ0058.The dynamic height is computed by dividing the NAVD 88
 HJ0058.geopotential number by the normal gravity value computed on the
 HJ0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0058.degrees latitude (g = 980.6199 gals.).
 HJ0058
 HJ0058.The modeled gravity was interpolated from observed gravity values.
 HJ0058
 HJ0058;                    North         East    Units  Estimated Accuracy
 HJ0058;SPC CO S     -   349,620.    1,179,090.      MT  (+/- 180 meters Scaled)
 HJ0058
 HJ0058                          SUPERSEDED SURVEY CONTROL
 HJ0058
 HJ0058  NGVD 29 (??/??/92) 1275.307  (m)         4184.07   (f) ADJ UNCH    1 2
 HJ0058
 HJ0058.Superseded values are not recommended for survey control.
 HJ0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0058.See file dsdata.txt to determine how the superseded data were derived.
 HJ0058
 HJ0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB201013(NAD 83)
 HJ0058_MARKER: DB = BENCH MARK DISK
 HJ0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0058_STAMPING: M 39 1933
 HJ0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0058+STABILITY: SURFACE MOTION
 HJ0058
 HJ0058  HISTORY     - Date     Condition        Report By
 HJ0058  HISTORY     - 1933     MONUMENTED       CGS
 HJ0058  HISTORY     - 1942     GOOD             NGS
 HJ0058  HISTORY     - 1976     GOOD             USGS
 HJ0058  HISTORY     - 1976     GOOD             USGS
 HJ0058  HISTORY     - 1985     MARK NOT FOUND   NGS
 HJ0058
 HJ0058                          STATION DESCRIPTION
 HJ0058
 HJ0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 HJ0058'7.8 MI S FROM CAMPO.
 HJ0058'7.8 MILES SOUTH ALONG U.S. HIGHWAY 287 FROM CAMPO, BACA COUNTY, IN
 HJ0058'THE NORTHEAST CORNER OF SECTION 6, T 35 S, R 45 W, AT A ROAD
 HJ0058'INTERSECTION, 45 FEET WEST OF THE CENTERLINE OF THE OLD HIGHWAY, AND
 HJ0058'18 FEET SOUTH OF THE COUNTY ROAD.  A STANDARD DISK, STAMPED M 39 1933
 HJ0058'AND SET IN THE TOP OF A CONCRETE POST.
 HJ0058
 HJ0058                          STATION RECOVERY (1976)
 HJ0058
 HJ0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HJ0058'6.0 MILES SOUTHEAST ALONG U.S. HWY. 287 FROM THE POST OFFICE AT
 HJ0058'CAMPO, BACA COUNTY, AT A EAST-WEST FENCE, THENCE 0.5 MILES EAST ALONG
 HJ0058'FENCE TO FENCE CORNER AND OLD HWY. GRADE. 54 FEET SOUTH OF FENCE, 51
 HJ0058'FEET WEST OF OLD GRADE. A STANDARD DISK STAMPED M-39 1933 AND SET IN
 HJ0058'A CONCRETE POST PROJECTING 10 IN.
 HJ0058
 HJ0058                          STATION RECOVERY (1976)
 HJ0058
 HJ0058'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 HJ0058'6.0 MILES SOUTHEAST ALONG U.S. HWY. 287 FROM THE POST OFFICE AT
 HJ0058'CAMPO, BACA COUNTY, AT A EAST-WEST FENCE, THENCE 0.5 MILES EAST ALONG
 HJ0058'FENCE TO FENCE CORNER AND OLD HWY. GRADE. 54 FEET SOUTH OF FENCE, 51
 HJ0058'FEET WEST OF OLD GRADE. A STANDARD DISK STAMPED M-39 1933 AND SET IN
 HJ0058'A CONCRETE POST PROJECTING 10 IN.
 HJ0058
 HJ0058                          STATION RECOVERY (1985)
 HJ0058
 HJ0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HJ0058'THIS MARK WAS SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1001 ***********************************************************************
 LL1001  DESIGNATION -  M 390
 LL1001  PID         -  LL1001
 LL1001  STATE/COUNTY-  CO/WELD
 LL1001  USGS QUAD   -  GREELEY (1980)
 LL1001
 LL1001                         *CURRENT SURVEY CONTROL
 LL1001  ___________________________________________________________________
 LL1001* NAD 83(1986)-  40 26 01.     (N)    104 41 21.     (W)     SCALED    
 LL1001* NAVD 88     -      1414.877  (meters)    4641.98   (feet)  ADJUSTED  
 LL1001  ___________________________________________________________________
 LL1001  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 LL1001  DYNAMIC HT  -        1413.669 (meters)    4638.01  (feet)  COMP
 LL1001  MODELED GRAV-     979,723.1   (mgal)                       NAVD 88
 LL1001
 LL1001  VERT ORDER  -  FIRST     CLASS II
 LL1001
 LL1001.The horizontal coordinates were scaled from a topographic map and have
 LL1001.an estimated accuracy of +/- 6 seconds.
 LL1001
 LL1001.The orthometric height was determined by differential leveling
 LL1001.and adjusted by the National Geodetic Survey in June 1991..
 LL1001
 LL1001.The geoid height was determined by GEOID03.
 LL1001
 LL1001.The dynamic height is computed by dividing the NAVD 88
 LL1001.geopotential number by the normal gravity value computed on the
 LL1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1001.degrees latitude (g = 980.6199 gals.).
 LL1001
 LL1001.The modeled gravity was interpolated from observed gravity values.
 LL1001
 LL1001;                    North         East    Units  Estimated Accuracy
 LL1001;SPC CO N     -   427,280.      983,200.      MT  (+/- 180 meters Scaled)
 LL1001
 LL1001                          SUPERSEDED SURVEY CONTROL
 LL1001
 LL1001  NGVD 29 (06/08/92) 1413.990  (m)         4639.07   (f) ADJUSTED    1 2
 LL1001
 LL1001.Superseded values are not recommended for survey control.
 LL1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1001.See file dsdata.txt to determine how the superseded data were derived.
 LL1001
 LL1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE263759(NAD 83)
 LL1001_MARKER: I = METAL ROD
 LL1001_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LL1001_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LL1001_STAMPING: M 390 1983
 LL1001_MARK LOGO: NGS   
 LL1001_PROJECTION: FLUSH
 LL1001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL1001+STABILITY: POSITION/ELEVATION WELL
 LL1001_ROD/PIPE-DEPTH: 12.2 meters
 LL1001_SLEEVE-DEPTH  : 11.6 meters
 LL1001
 LL1001  HISTORY     - Date     Condition        Report By
 LL1001  HISTORY     - 1983     MONUMENTED       NGS
 LL1001  HISTORY     - 1983     GOOD             NGS
 LL1001  HISTORY     - 1984     GOOD             NGS
 LL1001
 LL1001                          STATION DESCRIPTION
 LL1001
 LL1001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LL1001'1.1 KM (0.7 MI) NORTH FROM GREELEY.
 LL1001'1.1 KM (0.7 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL1001'STATION IN GREELEY, 23.0 METERS (75.5 FT) SOUTH OF THE WEST END OF A
 LL1001'5-FOOT METAL DRAINAGE PIPE UNDER THE TRACKS, 12.8 METERS (42.0 FT)
 LL1001'WEST OF THE NEAR RAIL, AND 1.7 METERS (5.6 FT) SOUTH OF A UTILITY
 LL1001'POLE.  NOTE=THE LOGO CAP IS STAMPED M 390 AND THE DATUM POINT WAS
 LL1001'STAMPED L 390 BY MISTAKE.  ACCESS TO THE DATUM POINT IS THROUGH A
 LL1001'5-INCH LOGO CAP.
 LL1001'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 LL1001'THE MARK IS 2.0 M BELOW THE TRACKS.
 LL1001
 LL1001                          STATION RECOVERY (1983)
 LL1001
 LL1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL1001'RECOVERED IN GOOD CONDITION.
 LL1001
 LL1001                          STATION RECOVERY (1984)
 LL1001
 LL1001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL1001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0989 ***********************************************************************
 LL0989  DESIGNATION -  M 391
 LL0989  PID         -  LL0989
 LL0989  STATE/COUNTY-  CO/WELD
 LL0989  USGS QUAD   -  PLATTEVILLE (1975)
 LL0989
 LL0989                         *CURRENT SURVEY CONTROL
 LL0989  ___________________________________________________________________
 LL0989* NAD 83(1986)-  40 09 37.     (N)    104 48 45.     (W)     SCALED    
 LL0989* NAVD 88     -      1478.744  (meters)    4851.51   (feet)  ADJUSTED  
 LL0989  ___________________________________________________________________
 LL0989  GEOID HEIGHT-         -18.09  (meters)                     GEOID03
 LL0989  DYNAMIC HT  -        1477.425 (meters)    4847.19  (feet)  COMP
 LL0989  MODELED GRAV-     979,682.5   (mgal)                       NAVD 88
 LL0989
 LL0989  VERT ORDER  -  FIRST     CLASS II
 LL0989
 LL0989.The horizontal coordinates were scaled from a topographic map and have
 LL0989.an estimated accuracy of +/- 6 seconds.
 LL0989
 LL0989.The orthometric height was determined by differential leveling
 LL0989.and adjusted by the National Geodetic Survey in August 1995..
 LL0989
 LL0989.The geoid height was determined by GEOID03.
 LL0989
 LL0989.The dynamic height is computed by dividing the NAVD 88
 LL0989.geopotential number by the normal gravity value computed on the
 LL0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0989.degrees latitude (g = 980.6199 gals.).
 LL0989
 LL0989.The modeled gravity was interpolated from observed gravity values.
 LL0989
 LL0989;                    North         East    Units  Estimated Accuracy
 LL0989;SPC CO N     -   396,840.      972,970.      MT  (+/- 180 meters Scaled)
 LL0989
 LL0989                          SUPERSEDED SURVEY CONTROL
 LL0989
 LL0989  NAVD 88 (06/15/91) 1478.758  (m)         4851.56   (f) UNKNOWN     1 2
 LL0989  NGVD 29 (??/??/??) 1477.870  (m)         4848.65   (f) ADJUSTED    1 2
 LL0989
 LL0989.Superseded values are not recommended for survey control.
 LL0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0989.See file dsdata.txt to determine how the superseded data were derived.
 LL0989
 LL0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE159455(NAD 83)
 LL0989_MARKER: I = METAL ROD
 LL0989_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL0989_SP_SET: STAINLESS STEEL ROD
 LL0989_STAMPING: M 391 1983
 LL0989_MARK LOGO: NGS   
 LL0989_PROJECTION: FLUSH
 LL0989_MAGNETIC: I = MARKER IS A STEEL ROD
 LL0989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0989+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2004
 LL0989_ROD/PIPE-DEPTH: 18.3 meters
 LL0989
 LL0989  HISTORY     - Date     Condition        Report By
 LL0989  HISTORY     - 1983     MONUMENTED       NGS
 LL0989  HISTORY     - 19920823 GOOD             NGS
 LL0989  HISTORY     - 20040809 GOOD             USPSQD
 LL0989
 LL0989                          STATION DESCRIPTION
 LL0989
 LL0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 LL0989'24.1 KM (14.95 MI) SW FROM LA SALLE.
 LL0989'THE MARK IS 0.6 M BELOW THE TRACKS.
 LL0989'24.1 KM (14.95 MI) SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD FROM
 LL0989'THE STATION IN LA SALLE, 52.7 METERS (172.9 FT) NORTH OF THE CENTER OF
 LL0989'A DRIVEWAY, 38.1 METERS (125.0 FT) NORTH OF MILEPOST 31, 11.2 METERS
 LL0989'(36.7 FT) EAST OF THE NEAR RAIL, 4.5 METERS (14.8 FT) WEST OF A FENCE,
 LL0989'AND 1.3 METERS (4.3 FT) SOUTH OF A UTILITY POLE.  NOTE=ACCESS TO THE
 LL0989'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LL0989'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 LL0989
 LL0989                          STATION RECOVERY (1992)
 LL0989
 LL0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LL0989'24.1 KM (14.95 MI) SOUTHWESTERLY ALONG THE UNION PACIFIC RAILROAD
 LL0989'FROM THE STATION IN LA SALLE, 52.7 M (172.9 FT) NORTH OF THE CENTER
 LL0989'OF A DRIVEWAY, 38.1 M (125.0 FT) NORTH OF MILEPOST 31, 11.2 M (36.7
 LL0989'FT) EAST OF THE NEAR RAIL, 4.5 M (14.8 FT) WEST OF A FENCE, 1.3 M
 LL0989'(4.3 FT) SOUTH OF A UTILITY POLE, 0.6 M (2.0 FT) BELOW THE LEVEL OF
 LL0989'THE TRACK, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS
 LL0989'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LL0989
 LL0989                          STATION RECOVERY (2004)
 LL0989
 LL0989'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL0989'WITNESS POST STILL GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1524 ***********************************************************************
 KK1524  DESIGNATION -  M 392
 KK1524  PID         -  KK1524
 KK1524  STATE/COUNTY-  CO/ADAMS
 KK1524  USGS QUAD   -  COMMERCE CITY (1994)
 KK1524
 KK1524                         *CURRENT SURVEY CONTROL
 KK1524  ___________________________________________________________________
 KK1524* NAD 83(1986)-  39 49 39.     (N)    104 52 45.     (W)     SCALED    
 KK1524* NAVD 88     -      1582.477  (meters)    5191.84   (feet)  ADJUSTED  
 KK1524  ___________________________________________________________________
 KK1524  GEOID HEIGHT-         -17.57  (meters)                     GEOID03
 KK1524  DYNAMIC HT  -        1581.001 (meters)    5187.00  (feet)  COMP
 KK1524  MODELED GRAV-     979,638.2   (mgal)                       NAVD 88
 KK1524
 KK1524  VERT ORDER  -  FIRST     CLASS II
 KK1524
 KK1524.The horizontal coordinates were scaled from a topographic map and have
 KK1524.an estimated accuracy of +/- 6 seconds.
 KK1524
 KK1524.The orthometric height was determined by differential leveling
 KK1524.and adjusted by the National Geodetic Survey in June 1991..
 KK1524
 KK1524.The geoid height was determined by GEOID03.
 KK1524
 KK1524.The dynamic height is computed by dividing the NAVD 88
 KK1524.geopotential number by the normal gravity value computed on the
 KK1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1524.degrees latitude (g = 980.6199 gals.).
 KK1524
 KK1524.The modeled gravity was interpolated from observed gravity values.
 KK1524
 KK1524;                    North         East    Units  Estimated Accuracy
 KK1524;SPC CO N     -   359,850.      967,550.      MT  (+/- 180 meters Scaled)
 KK1524
 KK1524                          SUPERSEDED SURVEY CONTROL
 KK1524
 KK1524  NGVD 29 (??/??/??) 1581.595  (m)         5188.95   (f) ADJUSTED    1 2
 KK1524
 KK1524.Superseded values are not recommended for survey control.
 KK1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1524.See file dsdata.txt to determine how the superseded data were derived.
 KK1524
 KK1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE103086(NAD 83)
 KK1524_MARKER: I = METAL ROD
 KK1524_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1524_SP_SET: STAINLESS STEEL ROD
 KK1524_STAMPING: M 392 1983
 KK1524_MARK LOGO: NGS   
 KK1524_PROJECTION: FLUSH
 KK1524_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1524_ROD/PIPE-DEPTH: 16.8 meters
 KK1524
 KK1524  HISTORY     - Date     Condition        Report By
 KK1524  HISTORY     - 1983     MONUMENTED       NGS
 KK1524
 KK1524                          STATION DESCRIPTION
 KK1524
 KK1524'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1524'2.0 KM (1.25 MI) EAST FROM COMMERCE CITY.
 KK1524'2.0 KM (1.25 MI) EAST ALONG A PAVED ROAD (7TH AVENUE) FROM ITS
 KK1524'JUNCTION WITH EAST 72ND AVENUE AND QUEBEC STREET IN COMMERCE CITY, ON
 KK1524'PROPERTY OF THE ROCKY MOUNTAIN ARSENAL, 0.4 KM (0.25 MI) EAST OF THE
 KK1524'MOST EASTERLY ONE OF TWO RAILROAD CROSSINGS, 68.5 METERS (224.7 FT)
 KK1524'EAST OF A TRACK ROAD LEADING NORTH, 45.4 METERS (148.9 FT) NORTH OF
 KK1524'UTILITY POLE NUMBER AW44, 26.8 METERS (87.9 FT) NORTH OF THE
 KK1524'CENTERLINE OF THE PAVED ROAD, AND 0.3 METER (1.0 FT) EAST OF A WITNESS
 KK1524'POST.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1524'THE MARK IS 1.6 METERS  S FROM A WITNESS POST.
 KK1524'THE MARK IS 1.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1340 ***********************************************************************
 KK1340  DESIGNATION -  M 393
 KK1340  PID         -  KK1340
 KK1340  STATE/COUNTY-  CO/DOUGLAS
 KK1340  USGS QUAD   -  LITTLETON (1994)
 KK1340
 KK1340                         *CURRENT SURVEY CONTROL
 KK1340  ___________________________________________________________________
 KK1340* NAD 83(1992)-  39 30 25.91259(N)    105 01 14.72017(W)     ADJUSTED  
 KK1340* NAVD 88     -      1694.931  (meters)    5560.79   (feet)  ADJUSTED  
 KK1340  ___________________________________________________________________
 KK1340  X           -  -1,277,441.747 (meters)                     COMP
 KK1340  Y           -  -4,760,578.685 (meters)                     COMP
 KK1340  Z           -   4,036,987.877 (meters)                     COMP
 KK1340  LAPLACE CORR-          -9.87  (seconds)                    DEFLEC99
 KK1340  ELLIP HEIGHT-        1678.38  (meters)          (12/03/02) GPS OBS
 KK1340  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 KK1340  DYNAMIC HT  -        1693.235 (meters)    5555.22  (feet)  COMP
 KK1340  MODELED GRAV-     979,566.6   (mgal)                       NAVD 88
 KK1340
 KK1340  HORZ ORDER  -  FIRST
 KK1340  VERT ORDER  -  FIRST     CLASS II
 KK1340  ELLP ORDER  -  FOURTH    CLASS II
 KK1340
 KK1340.The horizontal coordinates were established by GPS observations
 KK1340.and adjusted by the National Geodetic Survey in November 1993..
 KK1340
 KK1340.The orthometric height was determined by differential leveling
 KK1340.and adjusted by the National Geodetic Survey in June 1991..
 KK1340
 KK1340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK1340
 KK1340.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1340
 KK1340.The ellipsoidal height was determined by GPS observations
 KK1340.and is referenced to NAD 83.
 KK1340
 KK1340.The geoid height was determined by GEOID03.
 KK1340
 KK1340.The dynamic height is computed by dividing the NAVD 88
 KK1340.geopotential number by the normal gravity value computed on the
 KK1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1340.degrees latitude (g = 980.6199 gals.).
 KK1340
 KK1340.The modeled gravity was interpolated from observed gravity values.
 KK1340
 KK1340;                    North         East     Units Scale Factor Converg.
 KK1340;SPC CO C     -   490,723.570   955,617.227   MT  0.99996098   +0 18 08.1
 KK1340;SPC CO C     - 1,609,982.25  3,135,220.85   sFT  0.99996098   +0 18 08.1
 KK1340;UTM  13      - 4,373,063.546   498,215.638   MT  0.99960004   -0 00 47.5
 KK1340
 KK1340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1340!SPC CO C     -   0.99973675  x   0.99996098  =   0.99969774
 KK1340!UTM  13      -   0.99973675  x   0.99960004  =   0.99933690
 KK1340
 KK1340                          SUPERSEDED SURVEY CONTROL
 KK1340
 KK1340  ELLIP H (11/02/93) 1678.41   (m)                       GP(       ) 3 2
 KK1340  NAVD 88 (11/02/93) 1694.93   (m)         5560.8    (f) LEVELING    3  
 KK1340  NGVD 29 (??/??/??) 1693.997  (m)         5557.72   (f) ADJUSTED    1 2
 KK1340
 KK1340.Superseded values are not recommended for survey control.
 KK1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1340.See file dsdata.txt to determine how the superseded data were derived.
 KK1340
 KK1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9821673064(NAD 83)
 KK1340_MARKER: I = METAL ROD
 KK1340_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KK1340_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KK1340_STAMPING: M 393 1983
 KK1340_MARK LOGO: NGS   
 KK1340_PROJECTION: FLUSH
 KK1340_MAGNETIC: I = MARKER IS A STEEL ROD
 KK1340_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1340+STABILITY: POSITION/ELEVATION WELL
 KK1340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1340+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1994
 KK1340_ROD/PIPE-DEPTH: 21.9 meters
 KK1340_SLEEVE-DEPTH  : 12.2 meters
 KK1340
 KK1340  HISTORY     - Date     Condition        Report By
 KK1340  HISTORY     - 1983     MONUMENTED       NGS
 KK1340  HISTORY     - 1984     GOOD             NGS
 KK1340  HISTORY     - 19921209 GOOD             CODOT
 KK1340  HISTORY     - 19940307 GOOD             MSAM
 KK1340  HISTORY     - 20000913 GOOD             MSAM
 KK1340  HISTORY     - 20020403 MARK NOT FOUND   INDIV
 KK1340
 KK1340                          STATION DESCRIPTION
 KK1340
 KK1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1340'13.2 KM (8.2 MI) SOUTH FROM LITTLETON.
 KK1340'13.2 KM (8.2 MI) SOUTHERLY ALONG THE DENVER AND RIO GRANDE WESTERN
 KK1340'RAILROAD FROM THE STATION IN LITTLETON, 149.0 METERS (488.8 FT) WEST
 KK1340'OF THE NEAR RAIL, 60.7 METERS (199.1 FT) EAST OF THE CENTER OF TITAN
 KK1340'CIRCLE, 55.5 METERS (182.1 FT) WEST OF THE CENTER OF TITAN STREET,
 KK1340'11.0 METERS (36.1 FT) SOUTH OF THE CENTERLINE OF TITAN ROAD, AND
 KK1340'1.2 METERS (3.9 FT) WEST OF A UTILITY POLE.  NOTE=ACCESS TO THE DATUM
 KK1340'POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1340'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 KK1340'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 KK1340
 KK1340                          STATION RECOVERY (1984)
 KK1340
 KK1340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK1340'RECOVERED IN GOOD CONDITION.
 KK1340
 KK1340                          STATION RECOVERY (1992)
 KK1340
 KK1340'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1992
 KK1340'THE STATION IS LOCATED ABOUT 4.4 MI (7.1 KM) SOUTH OF THE US HIGHWAY
 KK1340'85 AND SH 470 INTERCHANGE ALONG US HIGHWAY 85, IN THE NORTHEAST 1/4
 KK1340'OF SECTION 29, T 6 S, R 68 W, AT US HIGHWAY 85 MILEPOST 196.1.
 KK1340'OWNERSHIP--DOUGLAS COUNTY ROAD DEPARTMENT.
 KK1340'TO REACH THE STATION FROM THE INTERCHANGE OF US HIGHWAY 85 AND SH 470,
 KK1340'GO SOUTH ON US HIGHWAY 85 4.4 MI (7.1 KM) TO TITAN ROAD, TURN WEST
 KK1340'ONTO TITAN ROAD AND GO 0.4 MI (0.6 KM) TO THE STATION ON THE LEFT.
 KK1340'THE STATION IS A PUNCH MARK IN THE TOP OF A STEEL ROD IN A PVC PIPE
 KK1340'WITH A LOGO CAP SET IN A CONCRETE SLEEVE SET FLUSH WITH THE GROUND.
 KK1340'GROUND.  IT IS 199.1 FT (60.7 M) WEST OF THE CENTER OF TITAN CIRCLE,
 KK1340'182.1 FT (55.5 M) WEST OF THE CENTER OF TITAN STREET, 36.1 FT
 KK1340'(11.0 M) SOUTH OF THE CENTERLINE OF TITAN ROAD, 3.9 FT (1.2 M) WEST
 KK1340'OF A UTILITY POLE, AND 1 FT (0.3 M) NORTH OF A FIBERGLASS WITNESS
 KK1340'POST.
 KK1340
 KK1340                          STATION RECOVERY (1994)
 KK1340
 KK1340'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1994 (KCH)
 KK1340'RECOVERED AS DESCRIBED.
 KK1340
 KK1340                          STATION RECOVERY (2000)
 KK1340
 KK1340'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2000 (RB)
 KK1340'RECOVERED IN GOOD CONDITION.
 KK1340
 KK1340                          STATION RECOVERY (2002)
 KK1340
 KK1340'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (RB)
 KK1340'IF THE POINT IS STILL IN ITS ORIGINAL SPOT, THEN IT IS NOW COVERED IN
 KK1340'ASPHALT BECAUSE OF THE DETOUR FOR TITAN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0430 ***********************************************************************
 HM0430  DESIGNATION -  M 394
 HM0430  PID         -  HM0430
 HM0430  STATE/COUNTY-  CO/MONTEZUMA
 HM0430  USGS QUAD   -  MUD CREEK (1979)
 HM0430
 HM0430                         *CURRENT SURVEY CONTROL
 HM0430  ___________________________________________________________________
 HM0430* NAD 83(1992)-  37 18 40.38333(N)    108 39 26.19977(W)     ADJUSTED  
 HM0430* NAVD 88     -      1772.937  (meters)    5816.71   (feet)  ADJUSTED  
 HM0430  ___________________________________________________________________
 HM0430  X           -  -1,625,294.094 (meters)                     COMP
 HM0430  Y           -  -4,813,540.257 (meters)                     COMP
 HM0430  Z           -   3,845,983.454 (meters)                     COMP
 HM0430  LAPLACE CORR-           2.76  (seconds)                    DEFLEC99
 HM0430  ELLIP HEIGHT-        1753.26  (meters)          (10/21/02) GPS OBS
 HM0430  GEOID HEIGHT-         -19.69  (meters)                     GEOID03
 HM0430  DYNAMIC HT  -        1770.812 (meters)    5809.74  (feet)  COMP
 HM0430  MODELED GRAV-     979,369.7   (mgal)                       NAVD 88
 HM0430
 HM0430  HORZ ORDER  -  FIRST
 HM0430  VERT ORDER  -  FIRST     CLASS II
 HM0430  ELLP ORDER  -  FIFTH     CLASS I
 HM0430
 HM0430.The horizontal coordinates were established by GPS observations
 HM0430.and adjusted by the National Geodetic Survey in June 2000..
 HM0430
 HM0430.The orthometric height was determined by differential leveling
 HM0430.and adjusted by the National Geodetic Survey in June 1991..
 HM0430
 HM0430.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HM0430
 HM0430.The Laplace correction was computed from DEFLEC99 derived deflections.
 HM0430
 HM0430.The ellipsoidal height was determined by GPS observations
 HM0430.and is referenced to NAD 83.
 HM0430
 HM0430.The geoid height was determined by GEOID03.
 HM0430
 HM0430.The dynamic height is computed by dividing the NAVD 88
 HM0430.geopotential number by the normal gravity value computed on the
 HM0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0430.degrees latitude (g = 980.6199 gals.).
 HM0430
 HM0430.The modeled gravity was interpolated from observed gravity values.
 HM0430
 HM0430;                    North         East     Units Scale Factor Converg.
 HM0430;SPC CO S     -   381,064.969   634,573.793   MT  0.99998678   -1 56 11.8
 HM0430;SPC CO S     - 1,250,210.65  2,081,930.85   sFT  0.99998678   -1 56 11.8
 HM0430;UTM  12      - 4,131,971.184   707,609.074   MT  1.00013096   +1 25 13.9
 HM0430
 HM0430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0430!SPC CO S     -   0.99972494  x   0.99998678  =   0.99971173
 HM0430!UTM  12      -   0.99972494  x   1.00013096  =   0.99985587
 HM0430
 HM0430                          SUPERSEDED SURVEY CONTROL
 HM0430
 HM0430  ELLIP H (06/30/00) 1753.33   (m)                       GP(       ) 1 1
 HM0430  NAVD 88 (06/30/00) 1772.94   (m)         5816.7    (f) LEVELING    3  
 HM0430
 HM0430.Superseded values are not recommended for survey control.
 HM0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0430.See file dsdata.txt to determine how the superseded data were derived.
 HM0430
 HM0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG0760931971(NAD 83)
 HM0430_MARKER: DB = BENCH MARK DISK
 HM0430_SETTING: 66 = SET IN ROCK OUTCROP
 HM0430_SP_SET: ROCK OUTCROP
 HM0430_STAMPING: M 394 1983
 HM0430_MARK LOGO: NGS   
 HM0430_MAGNETIC: N = NO MAGNETIC MATERIAL
 HM0430_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0430+STABILITY: POSITION/ELEVATION WELL
 HM0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HM0430+SATELLITE: SATELLITE OBSERVATIONS - May 04, 1999
 HM0430
 HM0430  HISTORY     - Date     Condition        Report By
 HM0430  HISTORY     - 1983     MONUMENTED       NGS
 HM0430  HISTORY     - 19950916 GOOD             NGS
 HM0430  HISTORY     - 19990504 GOOD             MSAM
 HM0430
 HM0430                          STATION DESCRIPTION
 HM0430
 HM0430'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 HM0430'8.3 KM (5.15 MI) WEST FROM CORTEZ.
 HM0430'4.1 KM (2.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 160 FROM ITS WEST
 HM0430'JUNCTION WITH U.S. HIGHWAY 666 IN CORTEZ, THENCE 4.2 KM (2.6 MI)
 HM0430'WESTERLY ALONG A PAVED ROAD, 0.2 KM (0.1 MI) EAST OF THE INTERSECTION
 HM0430'OF COUNTY ROAD 21, IN THE CENTER OF THE EASTERN END OF A 30- BY
 HM0430'36-FOOT EXPOSED AREA OF OUTCROPPING BEDROCK, 41.5 METERS (136.2 FT)
 HM0430'SOUTHWEST OF THE SOUTHWEST CORNER OF A LOG HOUSE, 16.7 METERS
 HM0430'(54.8 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 14.1 METERS (46.3 FT)
 HM0430'NORTH OF A FENCE, AND 1.5 METERS (4.9 FT) WEST OF THE EAST EDGE OF THE
 HM0430'OUTCROP.
 HM0430'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 HM0430'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 HM0430
 HM0430                          STATION RECOVERY (1995)
 HM0430
 HM0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CSM)
 HM0430'RECOVERED AS DESCRIBED.
 HM0430
 HM0430                          STATION RECOVERY (1999)
 HM0430
 HM0430'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 HM0430'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0859 ***********************************************************************
 JK0859  DESIGNATION -  M 395
 JK0859  PID         -  JK0859
 JK0859  STATE/COUNTY-  CO/EL PASO
 JK0859  USGS QUAD   -  PIKEVIEW (1994)
 JK0859
 JK0859                         *CURRENT SURVEY CONTROL
 JK0859  ___________________________________________________________________
 JK0859* NAD 83(1986)-  38 59 49.     (N)    104 48 59.     (W)     SCALED    
 JK0859* NAVD 88     -      2013.572  (meters)    6606.19   (feet)  ADJUSTED  
 JK0859  ___________________________________________________________________
 JK0859  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 JK0859  DYNAMIC HT  -        2011.346 (meters)    6598.89  (feet)  COMP
 JK0859  MODELED GRAV-     979,450.7   (mgal)                       NAVD 88
 JK0859
 JK0859  VERT ORDER  -  FIRST     CLASS II
 JK0859
 JK0859.The horizontal coordinates were scaled from a topographic map and have
 JK0859.an estimated accuracy of +/- 6 seconds.
 JK0859
 JK0859.The orthometric height was determined by differential leveling
 JK0859.and adjusted by the National Geodetic Survey in June 1991..
 JK0859
 JK0859.The geoid height was determined by GEOID03.
 JK0859
 JK0859.The dynamic height is computed by dividing the NAVD 88
 JK0859.geopotential number by the normal gravity value computed on the
 JK0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0859.degrees latitude (g = 980.6199 gals.).
 JK0859
 JK0859.The modeled gravity was interpolated from observed gravity values.
 JK0859
 JK0859;                    North         East    Units  Estimated Accuracy
 JK0859;SPC CO C     -   434,190.      973,620.      MT  (+/- 180 meters Scaled)
 JK0859
 JK0859                          SUPERSEDED SURVEY CONTROL
 JK0859
 JK0859.No superseded survey control is available for this station.
 JK0859
 JK0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED159164(NAD 83)
 JK0859_MARKER: I = METAL ROD
 JK0859_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JK0859_SP_SET: STAINLESS STEEL ROD
 JK0859_STAMPING: M 395 1983
 JK0859_MARK LOGO: NGS   
 JK0859_PROJECTION: FLUSH
 JK0859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0859_ROD/PIPE-DEPTH: 12.1 meters
 JK0859
 JK0859  HISTORY     - Date     Condition        Report By
 JK0859  HISTORY     - 1983     MONUMENTED       NGS
 JK0859  HISTORY     - 19960808 GOOD             USPSQD
 JK0859  HISTORY     - 20010829 GOOD             USPSQD
 JK0859
 JK0859                          STATION DESCRIPTION
 JK0859
 JK0859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 JK0859'19.4 KM (12.05 MI) NORT FROM COLORADO SPRINGS.
 JK0859'0.3 KM (0.2 MI) NORTHERLY ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0859'RAILROAD FROM THE STATION IN COLORADO SPRINGS, THENCE 19.1 KM
 JK0859'(11.85 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 25, 5.4 KM (3.35 MI)
 JK0859'NORTH OF THE INTERSECTION OF STATE HIGHWAY 83, 0.6 KM (0.35 MI) SOUTH
 JK0859'OF MILEPOST 154, 0.5 KM (0.3 MI) SOUTH OF THE CENTER OF HIGHWAY BRIDGE
 JK0859'NUMBER 153.98, 33.0 METERS (108.3 FT) EAST OF THE CENTERLINE OF THE
 JK0859'NORTH BOUND LANES OF THE HIGHWAY, 21.0 METERS (68.9 FT) EAST OF THE
 JK0859'EAST END OF A CONCRETE DRAINAGE PIPE, AND 1.0 METER (3.3 FT) NORTH OF
 JK0859'UTILITY POLE NUMBER 31.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A
 JK0859'5-INCH LOGO CAP.
 JK0859'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 JK0859'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JK0859
 JK0859                          STATION RECOVERY (1996)
 JK0859
 JK0859'RECOVERY NOTE BY US POWER SQUADRON 1996
 JK0859'RECOVERED IN GOOD CONDITION.
 JK0859
 JK0859                          STATION RECOVERY (2001)
 JK0859
 JK0859'RECOVERY NOTE BY US POWER SQUADRON 2001 (DM)
 JK0859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF8532 ***********************************************************************
 DF8532  DESIGNATION -  M 396 RESET
 DF8532  PID         -  DF8532
 DF8532  STATE/COUNTY-  CO/EL PASO
 DF8532  USGS QUAD   -  PIKEVIEW (1994)
 DF8532
 DF8532                         *CURRENT SURVEY CONTROL
 DF8532  ___________________________________________________________________
 DF8532* NAD 83(1986)-  38 56 19.     (N)    104 48 48.     (W)     SCALED    
 DF8532* NAVD 88     -      1932.162  (meters)    6339.10   (feet)  ADJUSTED  
 DF8532  ___________________________________________________________________
 DF8532  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 DF8532  DYNAMIC HT  -        1930.030 (meters)    6332.11  (feet)  COMP
 DF8532  MODELED GRAV-     979,455.8   (mgal)                       NAVD 88
 DF8532
 DF8532  VERT ORDER  -  FIRST     CLASS II
 DF8532
 DF8532.The horizontal coordinates were scaled from a topographic map and have
 DF8532.an estimated accuracy of +/- 6 seconds.
 DF8532
 DF8532.The orthometric height was determined by differential leveling
 DF8532.and adjusted by the National Geodetic Survey in September 2004..
 DF8532.No vertical observational check was made to the station.
 DF8532
 DF8532.The geoid height was determined by GEOID03.
 DF8532
 DF8532.The dynamic height is computed by dividing the NAVD 88
 DF8532.geopotential number by the normal gravity value computed on the
 DF8532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8532.degrees latitude (g = 980.6199 gals.).
 DF8532
 DF8532.The modeled gravity was interpolated from observed gravity values.
 DF8532
 DF8532;                    North         East    Units  Estimated Accuracy
 DF8532;SPC CO C     -   427,720.      973,930.      MT  (+/- 180 meters Scaled)
 DF8532
 DF8532                          SUPERSEDED SURVEY CONTROL
 DF8532
 DF8532.No superseded survey control is available for this station.
 DF8532
 DF8532_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED161099(NAD 83)
 DF8532_MARKER: DV = VERTICAL CONTROL DISK
 DF8532_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DF8532_SP_SET: BRIDGE WINGWALL
 DF8532_STAMPING: M 396 RESET 2001
 DF8532_MARK LOGO: NGS   
 DF8532_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8532+SATELLITE: SATELLITE OBSERVATIONS - 2001
 DF8532
 DF8532  HISTORY     - Date     Condition        Report By
 DF8532  HISTORY     - 2001     MONUMENTED       CODOT
 DF8532
 DF8532                          STATION DESCRIPTION
 DF8532
 DF8532'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 2001 (LDV)
 DF8532'LOCATED IN THE CITY OF COLORADO SPRINGS IN THE NORTHEAST CORNER OF
 DF8532'SECTION 7, TOWNSHIP
 DF8532'13 SOUTH, RANGE 66 WEST.
 DF8532' 
 DF8532'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 25 AND
 DF8532'WOODMAN ROAD (EXIT
 DF8532'149) PROCEED WEST ON WOODMAN ROAD FOR 0.2 KM (0.1 MI) TO COMMERCE
 DF8532'CENTER DRIVE, TURN
 DF8532'RIGHT AND PROCEED NORTH ON COMMERCE CENTER DRIVE FOR 0.5 KM (0.3 MI)
 DF8532'AT WHICH POINT THE
 DF8532'ROAD TURNS INTO PINE CREEK ROAD, CONTINUE NORTH FOR 0.3 KM (0.2 MI) TO
 DF8532'A BRIDGE AND THE
 DF8532'STATION ON THE LEFT.
 DF8532' 
 DF8532'THE MARK IS A STANDARD DISC SET IN THE SOUTH WEST WING WALL OF A
 DF8532'BRIDGE.
 DF8532' 
 DF8532'IT IS 0.4 M (1.3 FT) ABOVE THE ASPHALT ROADWAY, NORTH 16.0 M (52.5 FT)
 DF8532'FROM A POWER POLE WITH
 DF8532'ONE GUY WIRE, NORTHWEST 36 M (118.1 FT) FROM STREET LIGHT SOUTH OF
 DF8532'PINE CREEK BETWEEN
 DF8532'INTERSTATE 25 AND PINE CREEK ROAD, NORTH 12.5 M (41.0 FT) FROM A 1 FT
 DF8532'BY 2 FT TELEPHONE
 DF8532'RISER NUMBER 41801.
 DF8532'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0432 ***********************************************************************
 HM0432  DESIGNATION -  M 397
 HM0432  PID         -  HM0432
 HM0432  STATE/COUNTY-  CO/MONTEZUMA
 HM0432  USGS QUAD   -  MUD CREEK (1979)
 HM0432
 HM0432                         *CURRENT SURVEY CONTROL
 HM0432  ___________________________________________________________________
 HM0432* NAD 83(1986)-  37 19 28.     (N)    108 41 29.     (W)     SCALED    
 HM0432* NAVD 88     -      1760.308  (meters)    5775.28   (feet)  ADJUSTED  
 HM0432  ___________________________________________________________________
 HM0432  GEOID HEIGHT-         -19.72  (meters)                     GEOID03
 HM0432  DYNAMIC HT  -        1758.205 (meters)    5768.38  (feet)  COMP
 HM0432  MODELED GRAV-     979,373.6   (mgal)                       NAVD 88
 HM0432
 HM0432  VERT ORDER  -  FIRST     CLASS II
 HM0432
 HM0432.The horizontal coordinates were scaled from a topographic map and have
 HM0432.an estimated accuracy of +/- 6 seconds.
 HM0432
 HM0432.The orthometric height was determined by differential leveling
 HM0432.and adjusted by the National Geodetic Survey in June 1991..
 HM0432
 HM0432.The geoid height was determined by GEOID03.
 HM0432
 HM0432.The dynamic height is computed by dividing the NAVD 88
 HM0432.geopotential number by the normal gravity value computed on the
 HM0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0432.degrees latitude (g = 980.6199 gals.).
 HM0432
 HM0432.The modeled gravity was interpolated from observed gravity values.
 HM0432
 HM0432;                    North         East    Units  Estimated Accuracy
 HM0432;SPC CO S     -   382,640.      631,600.      MT  (+/- 180 meters Scaled)
 HM0432
 HM0432                          SUPERSEDED SURVEY CONTROL
 HM0432
 HM0432.No superseded survey control is available for this station.
 HM0432
 HM0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG045333(NAD 83)
 HM0432_MARKER: DB = BENCH MARK DISK
 HM0432_SETTING: 66 = SET IN ROCK OUTCROP
 HM0432_SP_SET: ROCK OUTCROP
 HM0432_STAMPING: M 397 1984
 HM0432_MARK LOGO: NGS   
 HM0432_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HM0432+STABILITY: POSITION/ELEVATION WELL
 HM0432
 HM0432  HISTORY     - Date     Condition        Report By
 HM0432  HISTORY     - 1984     MONUMENTED       NGS
 HM0432
 HM0432                          STATION DESCRIPTION
 HM0432
 HM0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0432'11.8 KM (7.35 MI) WEST FROM CORTEZ.
 HM0432'4.1 KM (2.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 160 FROM ITS WEST
 HM0432'JUNCTION WITH U.S. HIGHWAY 666 IN CORTEZ, THENCE 7.7 KM (4.8 MI)
 HM0432'WESTERLY ALONG A PAVED ROAD, IN AN EXPOSED AREA OF BEDROCK NEAR THE
 HM0432'CENTER OF A ROAD CUT, 39.6 METERS (129.9 FT) WEST OF THE EAST END OF
 HM0432'THE CUT, AND 8.8 METERS (28.9 FT) NORTH OF THE CENTER OF THE ROAD.
 HM0432'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 HM0432'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0409 ***********************************************************************
 HM0409  DESIGNATION -  M 398
 HM0409  PID         -  HM0409
 HM0409  STATE/COUNTY-  CO/MONTEZUMA
 HM0409  USGS QUAD   -  MANCOS (1973)
 HM0409
 HM0409                         *CURRENT SURVEY CONTROL
 HM0409  ___________________________________________________________________
 HM0409* NAD 83(1986)-  37 20 29.     (N)    108 19 19.     (W)     SCALED    
 HM0409* NAVD 88     -      2112.741  (meters)    6931.55   (feet)  ADJUSTED  
 HM0409  ___________________________________________________________________
 HM0409  GEOID HEIGHT-         -18.92  (meters)                     GEOID03
 HM0409  DYNAMIC HT  -        2110.035 (meters)    6922.67  (feet)  COMP
 HM0409  MODELED GRAV-     979,274.6   (mgal)                       NAVD 88
 HM0409
 HM0409  VERT ORDER  -  FIRST     CLASS II
 HM0409
 HM0409.The horizontal coordinates were scaled from a topographic map and have
 HM0409.an estimated accuracy of +/- 6 seconds.
 HM0409
 HM0409.The orthometric height was determined by differential leveling
 HM0409.and adjusted by the National Geodetic Survey in June 1991..
 HM0409
 HM0409.The geoid height was determined by GEOID03.
 HM0409
 HM0409.The dynamic height is computed by dividing the NAVD 88
 HM0409.geopotential number by the normal gravity value computed on the
 HM0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0409.degrees latitude (g = 980.6199 gals.).
 HM0409
 HM0409.The modeled gravity was interpolated from observed gravity values.
 HM0409
 HM0409;                    North         East    Units  Estimated Accuracy
 HM0409;SPC CO S     -   383,460.      664,390.      MT  (+/- 180 meters Scaled)
 HM0409
 HM0409                          SUPERSEDED SURVEY CONTROL
 HM0409
 HM0409.No superseded survey control is available for this station.
 HM0409
 HM0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG372361(NAD 83)
 HM0409_MARKER: I = METAL ROD
 HM0409_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HM0409_SP_SET: STAINLESS STEEL ROD
 HM0409_STAMPING: M 398 1984
 HM0409_MARK LOGO: NGS   
 HM0409_PROJECTION: FLUSH
 HM0409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0409_ROD/PIPE-DEPTH: 6.1  meters
 HM0409
 HM0409  HISTORY     - Date     Condition        Report By
 HM0409  HISTORY     - 1984     MONUMENTED       NGS
 HM0409
 HM0409                          STATION DESCRIPTION
 HM0409
 HM0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HM0409'26.3 KM (16.35 MI) EAST FROM CORTEZ.
 HM0409'26.3 KM (16.35 MI) EASTERLY ALONG U.S. HIGHWAY 160 FROM ITS WEST
 HM0409'JUNCTION WITH U.S. HIGHWAY 666 IN CORTEZ, 0.7 KM (0.45 MI) SOUTHWEST
 HM0409'OF THE INTERSECTION OF BUSINESS ROUTE 160, 64.0 METERS (210.0 FT)
 HM0409'NORTHEAST OF THE CENTER OF COUNTY ROAD 39, 18.0 METERS (59.1 FT)
 HM0409'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 4.2 METERS (13.8 FT)
 HM0409'SOUTHWEST OF THE CENTER OF A FIELD ENTRANCE.  NOTE=ACCESS TO THE DATUM
 HM0409'POINT IS THROUGH A 5-INCH LOGO CAP.
 HM0409'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 HM0409'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0404 ***********************************************************************
 HK0404  DESIGNATION -  M 399
 HK0404  PID         -  HK0404
 HK0404  STATE/COUNTY-  CO/CONEJOS
 HK0404  USGS QUAD   -  LA JARA (1982)
 HK0404
 HK0404                         *CURRENT SURVEY CONTROL
 HK0404  ___________________________________________________________________
 HK0404* NAD 83(1986)-  37 21 19.     (N)    105 55 50.     (W)     SCALED    
 HK0404* NAVD 88     -      2308.674  (meters)    7574.37   (feet)  ADJUSTED  
 HK0404  ___________________________________________________________________
 HK0404  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 HK0404  DYNAMIC HT  -        2305.627 (meters)    7564.38  (feet)  COMP
 HK0404  MODELED GRAV-     979,227.7   (mgal)                       NAVD 88
 HK0404
 HK0404  VERT ORDER  -  FIRST     CLASS II
 HK0404
 HK0404.The horizontal coordinates were scaled from a topographic map and have
 HK0404.an estimated accuracy of +/- 6 seconds.
 HK0404
 HK0404.The orthometric height was determined by differential leveling
 HK0404.and adjusted by the National Geodetic Survey in June 1991..
 HK0404
 HK0404.The geoid height was determined by GEOID03.
 HK0404
 HK0404.The dynamic height is computed by dividing the NAVD 88
 HK0404.geopotential number by the normal gravity value computed on the
 HK0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0404.degrees latitude (g = 980.6199 gals.).
 HK0404
 HK0404.The modeled gravity was interpolated from observed gravity values.
 HK0404
 HK0404;                    North         East    Units  Estimated Accuracy
 HK0404;SPC CO S     -   381,310.      876,260.      MT  (+/- 180 meters Scaled)
 HK0404
 HK0404                          SUPERSEDED SURVEY CONTROL
 HK0404
 HK0404.No superseded survey control is available for this station.
 HK0404
 HK0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB175346(NAD 83)
 HK0404_MARKER: I = METAL ROD
 HK0404_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HK0404_SP_SET: STAINLESS STEEL ROD
 HK0404_STAMPING: M 399 1984
 HK0404_MARK LOGO: NGS   
 HK0404_PROJECTION: FLUSH
 HK0404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HK0404_ROD/PIPE-DEPTH: 6.7  meters
 HK0404
 HK0404  HISTORY     - Date     Condition        Report By
 HK0404  HISTORY     - 1984     MONUMENTED       NGS
 HK0404
 HK0404                          STATION DESCRIPTION
 HK0404
 HK0404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HK0404'13.5 KM (8.4 MI) SOUTH FROM ALAMOSA.
 HK0404'13.5 KM (8.4 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION
 HK0404'WITH U.S. HIGHWAY 160 IN ALAMOSA, 0.4 KM (0.25 MI) SOUTHWEST OF
 HK0404'MILEPOST 26, 46.3 M (151.9 FT) SOUTHWEST OF THE CENTER OF COUNTY ROAD
 HK0404'ROAD 158, AND 36.0 M (118.1 FT) NORTHWEST OF THE CENTERLINE OF THE
 HK0404'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 HK0404'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST AND FENCE
 HK0404'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0049 ***********************************************************************
 KL0049  DESIGNATION -  M 4
 KL0049  PID         -  KL0049
 KL0049  STATE/COUNTY-  CO/SUMMIT
 KL0049  USGS QUAD   -  SQUAW CREEK (1987)
 KL0049
 KL0049                         *CURRENT SURVEY CONTROL
 KL0049  ___________________________________________________________________
 KL0049* NAD 83(1986)-  39 45 36.     (N)    106 08 16.     (W)     SCALED    
 KL0049* NAVD 88     -      2529.343  (meters)    8298.35   (feet)  ADJUSTED  
 KL0049  ___________________________________________________________________
 KL0049  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 KL0049  DYNAMIC HT  -        2526.354 (meters)    8288.55  (feet)  COMP
 KL0049  MODELED GRAV-     979,353.9   (mgal)                       NAVD 88
 KL0049
 KL0049  VERT ORDER  -  SECOND    CLASS 0
 KL0049
 KL0049.The horizontal coordinates were scaled from a topographic map and have
 KL0049.an estimated accuracy of +/- 6 seconds.
 KL0049
 KL0049.The orthometric height was determined by differential leveling
 KL0049.and adjusted by the National Geodetic Survey in June 1991..
 KL0049
 KL0049.The geoid height was determined by GEOID03.
 KL0049
 KL0049.The dynamic height is computed by dividing the NAVD 88
 KL0049.geopotential number by the normal gravity value computed on the
 KL0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0049.degrees latitude (g = 980.6199 gals.).
 KL0049
 KL0049.The modeled gravity was interpolated from observed gravity values.
 KL0049
 KL0049;                    North         East    Units  Estimated Accuracy
 KL0049;SPC CO C     -   518,870.      859,750.      MT  (+/- 180 meters Scaled)
 KL0049
 KL0049                          SUPERSEDED SURVEY CONTROL
 KL0049
 KL0049  NGVD 29 (??/??/92) 2527.825  (m)         8293.37   (f) ADJ UNCH    2 0
 KL0049
 KL0049.Superseded values are not recommended for survey control.
 KL0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0049.See file dsdata.txt to determine how the superseded data were derived.
 KL0049
 KL0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE025017(NAD 83)
 KL0049_MARKER: DB = BENCH MARK DISK
 KL0049_SETTING: 80 = SET IN A BOULDER
 KL0049_SP_SET: BOULDER
 KL0049_STAMPING: M 4 1929 8295
 KL0049_MARK LOGO: USGS  
 KL0049_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0049+STABILITY: SURFACE MOTION
 KL0049
 KL0049  HISTORY     - Date     Condition        Report By
 KL0049  HISTORY     - 1929     MONUMENTED       USGS
 KL0049  HISTORY     - 1951     GOOD             NGS
 KL0049  HISTORY     - 19930409 GOOD             CODOT
 KL0049
 KL0049                          STATION DESCRIPTION
 KL0049
 KL0049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KL0049'11.75 MI NW FROM DILLON.
 KL0049'11.75 MILES NORTHWEST ALONG STATE HIGHWAY 9 FROM THE PUBLIC SCHOOL AT
 KL0049'DILLON, 370 FEET WEST OF THE WEST END OF A STEEL BRIDGE OVER THE BLUE
 KL0049'RIVER, 42 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 4 FEET SOUTH
 KL0049'OF A FENCE, SET IN THE TOP OF A GRANITE BOULDER WHICH PROJECTS 1.8
 KL0049'FEET ABOVE THE GROUND.  NOTE-- 36 FEET NORTHEAST OF THE CENTERLINE OF
 KL0049'THE HIGHWAY AND 2.6 FEET HIGHER.  120 FEET EAST-SOUTHEAST OF THE
 KL0049'INTERSECTING CENTERLINES OF THE HIGHWAY AND ROAD TO EAST-NORTHEAST AND
 KL0049'2.9 FEET HIGHER.  AND 100 FEET NORTHWEST OF THE NORTHWEST EDGE OF A
 KL0049'GROUP OF SMALL TREES AND 1.8 FEET LOWER.
 KL0049
 KL0049                          STATION RECOVERY (1993)
 KL0049
 KL0049'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1993 (KW)
 KL0049'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0094 ***********************************************************************
 JK0094  DESIGNATION -  M 4
 JK0094  PID         -  JK0094
 JK0094  STATE/COUNTY-  CO/PUEBLO
 JK0094  USGS QUAD   -  SWALLOWS (1994)
 JK0094
 JK0094                         *CURRENT SURVEY CONTROL
 JK0094  ___________________________________________________________________
 JK0094* NAD 83(1986)-  38 16 37.     (N)    104 48 02.     (W)     SCALED    
 JK0094* NAVD 88     -      1470.235  (meters)    4823.60   (feet)  ADJUSTED  
 JK0094  ___________________________________________________________________
 JK0094  GEOID HEIGHT-         -18.39  (meters)                     GEOID03
 JK0094  DYNAMIC HT  -        1468.684 (meters)    4818.51  (feet)  COMP
 JK0094  MODELED GRAV-     979,523.6   (mgal)                       NAVD 88
 JK0094
 JK0094  VERT ORDER  -  FIRST     CLASS II
 JK0094
 JK0094.The horizontal coordinates were scaled from a topographic map and have
 JK0094.an estimated accuracy of +/- 6 seconds.
 JK0094
 JK0094.The orthometric height was determined by differential leveling
 JK0094.and adjusted by the National Geodetic Survey in June 1991..
 JK0094
 JK0094.The geoid height was determined by GEOID03.
 JK0094
 JK0094.The dynamic height is computed by dividing the NAVD 88
 JK0094.geopotential number by the normal gravity value computed on the
 JK0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0094.degrees latitude (g = 980.6199 gals.).
 JK0094
 JK0094.The modeled gravity was interpolated from observed gravity values.
 JK0094
 JK0094;                    North         East    Units  Estimated Accuracy
 JK0094;SPC CO S     -   483,750.      975,600.      MT  (+/- 180 meters Scaled)
 JK0094
 JK0094                          SUPERSEDED SURVEY CONTROL
 JK0094
 JK0094  NGVD 29 (??/??/92) 1469.340  (m)         4820.66   (f) ADJ UNCH    1 2
 JK0094
 JK0094.Superseded values are not recommended for survey control.
 JK0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0094.See file dsdata.txt to determine how the superseded data were derived.
 JK0094
 JK0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC174365(NAD 83)
 JK0094_MARKER: DB = BENCH MARK DISK
 JK0094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0094_STAMPING: M 4 1925 ELEV 4820.840 FT
 JK0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0094+STABILITY: SURFACE MOTION
 JK0094
 JK0094  HISTORY     - Date     Condition        Report By
 JK0094  HISTORY     - 1925     MONUMENTED       CGS
 JK0094  HISTORY     - 1953     GOOD             NGS
 JK0094
 JK0094                          STATION DESCRIPTION
 JK0094
 JK0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0094'11.5 MI W FROM PUEBLO.
 JK0094'11.5 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0094'FROM THE STATION AT PUEBLO, 0.4 MILE SOUTHEAST OF MILEPOST 131,
 JK0094'266 YARDS NORTHWEST OF BRIDGE 130.45, 0.1 MILE SOUTHEAST OF A BLUFF,
 JK0094'34 FEET WEST OF THE WEST RAIL, 1.2 FEET EAST OF A FENCE, SET IN THE
 JK0094'TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0504 ***********************************************************************
 JJ0504  DESIGNATION -  M 40
 JJ0504  PID         -  JJ0504
 JJ0504  STATE/COUNTY-  CO/OTERO
 JJ0504  USGS QUAD   -  ROCKY FORD (1979)
 JJ0504
 JJ0504                         *CURRENT SURVEY CONTROL
 JJ0504  ___________________________________________________________________
 JJ0504* NAD 83(1986)-  38 00 56.     (N)    103 37 42.     (W)     SCALED    
 JJ0504* NAVD 88     -      1255.787  (meters)    4120.03   (feet)  ADJUSTED  
 JJ0504  ___________________________________________________________________
 JJ0504  GEOID HEIGHT-         -21.88  (meters)                     GEOID03
 JJ0504  DYNAMIC HT  -        1254.514 (meters)    4115.85  (feet)  COMP
 JJ0504  MODELED GRAV-     979,572.4   (mgal)                       NAVD 88
 JJ0504
 JJ0504  VERT ORDER  -  FIRST     CLASS II
 JJ0504
 JJ0504.The horizontal coordinates were scaled from a topographic map and have
 JJ0504.an estimated accuracy of +/- 6 seconds.
 JJ0504
 JJ0504.The orthometric height was determined by differential leveling
 JJ0504.and adjusted by the National Geodetic Survey in June 1991..
 JJ0504
 JJ0504.The geoid height was determined by GEOID03.
 JJ0504
 JJ0504.The dynamic height is computed by dividing the NAVD 88
 JJ0504.geopotential number by the normal gravity value computed on the
 JJ0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0504.degrees latitude (g = 980.6199 gals.).
 JJ0504
 JJ0504.The modeled gravity was interpolated from observed gravity values.
 JJ0504
 JJ0504;                    North         East    Units  Estimated Accuracy
 JJ0504;SPC CO S     -   456,150.    1,078,740.      MT  (+/- 180 meters Scaled)
 JJ0504
 JJ0504                          SUPERSEDED SURVEY CONTROL
 JJ0504
 JJ0504  NGVD 29 (??/??/92) 1255.106  (m)         4117.79   (f) ADJ UNCH    1 2
 JJ0504
 JJ0504.Superseded values are not recommended for survey control.
 JJ0504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0504.See file dsdata.txt to determine how the superseded data were derived.
 JJ0504
 JJ0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC204084(NAD 83)
 JJ0504_MARKER: DB = BENCH MARK DISK
 JJ0504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0504_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0504_STAMPING: M 40 1933
 JJ0504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0504+STABILITY: SURFACE MOTION
 JJ0504
 JJ0504  HISTORY     - Date     Condition        Report By
 JJ0504  HISTORY     - 1933     MONUMENTED       CGS
 JJ0504  HISTORY     - 1960     GOOD             NGS
 JJ0504  HISTORY     - 1985     MARK NOT FOUND   NGS
 JJ0504
 JJ0504                          STATION DESCRIPTION
 JJ0504
 JJ0504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 JJ0504'AT SWINK.
 JJ0504'AT SWINK, ABOUT 100 YARDS WEST OF THE ATCHISON, TOPEKA AND
 JJ0504'SANTA FE RAILWAY STATION, AT MILEAGE 559.95, 100 FEET EAST OF THE
 JJ0504'CENTER OF A ROAD CROSSING, AND 51 FEET NORTH OF THE CENTERLINE OF
 JJ0504'THE MAIN TRACK.  A STANDARD DISK, STAMPED M 40 1933 AND SET IN THE
 JJ0504'TOP OF A CONCRETE POST.
 JJ0504
 JJ0504                          STATION RECOVERY (1985)
 JJ0504
 JJ0504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0504'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0903 ***********************************************************************
 JK0903  DESIGNATION -  M 400
 JK0903  PID         -  JK0903
 JK0903  STATE/COUNTY-  CO/SAGUACHE
 JK0903  USGS QUAD   -  VILLA GROVE (1979)
 JK0903
 JK0903                         *CURRENT SURVEY CONTROL
 JK0903  ___________________________________________________________________
 JK0903* NAD 83(1986)-  38 13 02.     (N)    105 55 52.     (W)     SCALED    
 JK0903* NAVD 88     -      2407.980  (meters)    7900.18   (feet)  ADJUSTED  
 JK0903  ___________________________________________________________________
 JK0903  GEOID HEIGHT-         -15.11  (meters)                     GEOID03
 JK0903  DYNAMIC HT  -        2404.918 (meters)    7890.14  (feet)  COMP
 JK0903  MODELED GRAV-     979,270.6   (mgal)                       NAVD 88
 JK0903
 JK0903  VERT ORDER  -  FIRST     CLASS II
 JK0903
 JK0903.The horizontal coordinates were scaled from a topographic map and have
 JK0903.an estimated accuracy of +/- 6 seconds.
 JK0903
 JK0903.The orthometric height was determined by differential leveling
 JK0903.and adjusted by the National Geodetic Survey in June 1991..
 JK0903
 JK0903.The geoid height was determined by GEOID03.
 JK0903
 JK0903.The dynamic height is computed by dividing the NAVD 88
 JK0903.geopotential number by the normal gravity value computed on the
 JK0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0903.degrees latitude (g = 980.6199 gals.).
 JK0903
 JK0903.The modeled gravity was interpolated from observed gravity values.
 JK0903
 JK0903;                    North         East    Units  Estimated Accuracy
 JK0903;SPC CO S     -   476,980.      876,650.      MT  (+/- 180 meters Scaled)
 JK0903
 JK0903                          SUPERSEDED SURVEY CONTROL
 JK0903
 JK0903.No superseded survey control is available for this station.
 JK0903
 JK0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC184303(NAD 83)
 JK0903_MARKER: I = METAL ROD
 JK0903_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JK0903+WITH SETTING: INFORMATION.
 JK0903_SP_SET: SHALLOW-SET METAL ROD
 JK0903_STAMPING: M 400 1984
 JK0903_MARK LOGO: NGS   
 JK0903_PROJECTION: FLUSH
 JK0903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0903_ROD/PIPE-DEPTH: 2.5  meters
 JK0903
 JK0903  HISTORY     - Date     Condition        Report By
 JK0903  HISTORY     - 1984     MONUMENTED       NGS
 JK0903
 JK0903                          STATION DESCRIPTION
 JK0903
 JK0903'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0903'3.8 KM (2.35 MI) SOUTH FROM VILLA GROVE.
 JK0903'0.2 KM (0.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE
 JK0903'IN VILLA GROVE, THENCE 3.6 KM (2.25 MI) SOUTHEASTERLY ALONG COUNTY
 JK0903'ROAD 58 EE, 0.9 KM (0.55 MI) SOUTH OF THE INTERSECTION OF COUNTY ROAD
 JK0903'JJ .5, 35.4 M (116.1 FT) EAST OF THE CENTER OF THE ROAD, AND 0.9 M
 JK0903'(3.0 FT) SOUTH OF A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD
 JK0903'THROUGH A 5-INCH LOGO CAP.
 JK0903'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JK0903'THE MARK IS 0.6 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1462 ***********************************************************************
 KK1462  DESIGNATION -  M 401
 KK1462  PID         -  KK1462
 KK1462  STATE/COUNTY-  CO/JEFFERSON
 KK1462  USGS QUAD   -  LITTLETON (1994)
 KK1462
 KK1462                         *CURRENT SURVEY CONTROL
 KK1462  ___________________________________________________________________
 KK1462* NAD 83(1986)-  39 30 09.     (N)    105 05 34.     (W)     SCALED    
 KK1462* NAVD 88     -      1676.866  (meters)    5501.52   (feet)  ADJUSTED  
 KK1462  ___________________________________________________________________
 KK1462  GEOID HEIGHT-         -15.95  (meters)                     GEOID03
 KK1462  DYNAMIC HT  -        1675.192 (meters)    5496.03  (feet)  COMP
 KK1462  MODELED GRAV-     979,569.6   (mgal)                       NAVD 88
 KK1462
 KK1462  VERT ORDER  -  FIRST     CLASS II
 KK1462
 KK1462.The horizontal coordinates were scaled from a topographic map and have
 KK1462.an estimated accuracy of +/- 6 seconds.
 KK1462
 KK1462.The orthometric height was determined by differential leveling
 KK1462.and adjusted by the National Geodetic Survey in June 1991..
 KK1462
 KK1462.The geoid height was determined by GEOID03.
 KK1462
 KK1462.The dynamic height is computed by dividing the NAVD 88
 KK1462.geopotential number by the normal gravity value computed on the
 KK1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1462.degrees latitude (g = 980.6199 gals.).
 KK1462
 KK1462.The modeled gravity was interpolated from observed gravity values.
 KK1462
 KK1462;                    North         East    Units  Estimated Accuracy
 KK1462;SPC CO C     -   490,170.      949,430.      MT  (+/- 180 meters Scaled)
 KK1462
 KK1462                          SUPERSEDED SURVEY CONTROL
 KK1462
 KK1462  NGVD 29 (??/??/??) 1675.934  (m)         5498.46   (f) ADJUSTED    1 2
 KK1462
 KK1462.Superseded values are not recommended for survey control.
 KK1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1462.See file dsdata.txt to determine how the superseded data were derived.
 KK1462
 KK1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD920725(NAD 83)
 KK1462_MARKER: I = METAL ROD
 KK1462_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1462_SP_SET: STAINLESS STEEL ROD
 KK1462_STAMPING: M 401 1984
 KK1462_MARK LOGO: NGS   
 KK1462_PROJECTION: FLUSH
 KK1462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1462_ROD/PIPE-DEPTH: 8.0  meters
 KK1462
 KK1462  HISTORY     - Date     Condition        Report By
 KK1462  HISTORY     - 1984     MONUMENTED       NGS
 KK1462
 KK1462                          STATION DESCRIPTION
 KK1462
 KK1462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1462'6.3 KM (3.9 MI) SOUTH FROM COLUMBINE HILLS SUBDIVISION.
 KK1462'6.3 KM (3.9 MI) SOUTHERLY ALONG STATE HIGHWAY 75 FROM ITS JUNCTION
 KK1462'WITH STATE HIGHWAY 121 IN THE COLUMBINE HILLS SUBDIVISION, 43.3 METERS
 KK1462'(142.1 FT) EAST OF THE CENTER OF A GATE AND ENTRANCE TO THE UNION
 KK1462'CARBIDE PLANT, 20.4 METERS (66.9 FT) WEST OF THE CENTERLINE OF STATE
 KK1462'HIGHWAY 75, 7.7 METERS (25.3 FT) NORTH OF A PAVED ROAD LEADING WEST,
 KK1462'5.5 METERS (18.0 FT) SOUTHWEST OF THE WEST END OF A 4.0 FOOT CONCRETE
 KK1462'CULVERT, AND 2.3 METERS (7.5 FT) WEST OF A UTILITY POLE.  NOTE--ACCESS
 KK1462'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1462'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 KK1462'THE MARK IS 0.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1300 ***********************************************************************
 KK1300  DESIGNATION -  M 402
 KK1300  PID         -  KK1300
 KK1300  STATE/COUNTY-  CO/ADAMS
 KK1300  USGS QUAD   -  COMMERCE CITY (1994)
 KK1300
 KK1300                         *CURRENT SURVEY CONTROL
 KK1300  ___________________________________________________________________
 KK1300* NAD 83(1986)-  39 51 24.     (N)    104 54 04.     (W)     SCALED    
 KK1300* NAVD 88     -      1558.975  (meters)    5114.74   (feet)  ADJUSTED  
 KK1300  ___________________________________________________________________
 KK1300  GEOID HEIGHT-         -17.54  (meters)                     GEOID03
 KK1300  DYNAMIC HT  -        1557.531 (meters)    5110.00  (feet)  COMP
 KK1300  MODELED GRAV-     979,645.6   (mgal)                       NAVD 88
 KK1300
 KK1300  VERT ORDER  -  FIRST     CLASS II
 KK1300
 KK1300.The horizontal coordinates were scaled from a topographic map and have
 KK1300.an estimated accuracy of +/- 6 seconds.
 KK1300
 KK1300.The orthometric height was determined by differential leveling
 KK1300.and adjusted by the National Geodetic Survey in June 1991..
 KK1300
 KK1300.The geoid height was determined by GEOID03.
 KK1300
 KK1300.The dynamic height is computed by dividing the NAVD 88
 KK1300.geopotential number by the normal gravity value computed on the
 KK1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1300.degrees latitude (g = 980.6199 gals.).
 KK1300
 KK1300.The modeled gravity was interpolated from observed gravity values.
 KK1300
 KK1300;                    North         East    Units  Estimated Accuracy
 KK1300;SPC CO N     -   363,080.      965,650.      MT  (+/- 180 meters Scaled)
 KK1300
 KK1300                          SUPERSEDED SURVEY CONTROL
 KK1300
 KK1300  NGVD 29 (??/??/??) 1558.095  (m)         5111.85   (f) ADJUSTED    1 2
 KK1300
 KK1300.Superseded values are not recommended for survey control.
 KK1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1300.See file dsdata.txt to determine how the superseded data were derived.
 KK1300
 KK1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE084118(NAD 83)
 KK1300_MARKER: I = METAL ROD
 KK1300_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1300_SP_SET: STAINLESS STEEL ROD
 KK1300_STAMPING: M 402 1984
 KK1300_MARK LOGO: NGS   
 KK1300_PROJECTION: FLUSH
 KK1300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1300_ROD/PIPE-DEPTH: 26.8 meters
 KK1300
 KK1300  HISTORY     - Date     Condition        Report By
 KK1300  HISTORY     - 1984     MONUMENTED       NGS
 KK1300
 KK1300                          STATION DESCRIPTION
 KK1300
 KK1300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1300'IN COMMERCE CITY.
 KK1300'IN COMMERCE CITY, AT THE INTERSECTION OF EAST 88TH AVENUE AND THE
 KK1300'UNION PACIFIC RAILROAD, 57.6 METERS (189.0 FT) NORTHEAST OF THE
 KK1300'CENTERLINE OF 88TH AVENUE, 10.7 METERS (35.1 FT) SOUTHEAST OF THE NEAR
 KK1300'RAIL, AND 1.1 METERS (3.6 FT) NORTHEAST OF A UTILITY POLE.
 KK1300'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1300'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0324 ***********************************************************************
 HL0324  DESIGNATION -  M 403
 HL0324  PID         -  HL0324
 HL0324  STATE/COUNTY-  CO/LA PLATA
 HL0324  USGS QUAD   -  DURANGO EAST (1963)
 HL0324
 HL0324                         *CURRENT SURVEY CONTROL
 HL0324  ___________________________________________________________________
 HL0324* NAD 83(1986)-  37 19 11.     (N)    107 51 08.     (W)     SCALED    
 HL0324* NAVD 88     -      2015.410  (meters)    6612.22   (feet)  ADJUSTED  
 HL0324  ___________________________________________________________________
 HL0324  GEOID HEIGHT-         -18.41  (meters)                     GEOID03
 HL0324  DYNAMIC HT  -        2012.815 (meters)    6603.71  (feet)  COMP
 HL0324  MODELED GRAV-     979,271.9   (mgal)                       NAVD 88
 HL0324
 HL0324  VERT ORDER  -  FIRST     CLASS II
 HL0324
 HL0324.The horizontal coordinates were scaled from a topographic map and have
 HL0324.an estimated accuracy of +/- 6 seconds.
 HL0324
 HL0324.The orthometric height was determined by differential leveling
 HL0324.and adjusted by the National Geodetic Survey in June 1991..
 HL0324
 HL0324.The geoid height was determined by GEOID03.
 HL0324
 HL0324.The dynamic height is computed by dividing the NAVD 88
 HL0324.geopotential number by the normal gravity value computed on the
 HL0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0324.degrees latitude (g = 980.6199 gals.).
 HL0324
 HL0324.The modeled gravity was interpolated from observed gravity values.
 HL0324
 HL0324;                    North         East    Units  Estimated Accuracy
 HL0324;SPC CO S     -   379,900.      705,930.      MT  (+/- 180 meters Scaled)
 HL0324
 HL0324                          SUPERSEDED SURVEY CONTROL
 HL0324
 HL0324.No superseded survey control is available for this station.
 HL0324
 HL0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB472341(NAD 83)
 HL0324_MARKER: DB = BENCH MARK DISK
 HL0324_SETTING: 66 = SET IN ROCK OUTCROP
 HL0324_SP_SET: ROCK OUTCROP
 HL0324_STAMPING: M 403 1984
 HL0324_MARK LOGO: NGS   
 HL0324_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0324+STABILITY: POSITION/ELEVATION WELL
 HL0324
 HL0324  HISTORY     - Date     Condition        Report By
 HL0324  HISTORY     - 1984     MONUMENTED       NGS
 HL0324  HISTORY     - 1984     GOOD             NGS
 HL0324  HISTORY     - 1985     GOOD             NGS
 HL0324  HISTORY     - 19920421 MARK NOT FOUND   NGS
 HL0324
 HL0324                          STATION DESCRIPTION
 HL0324
 HL0324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HL0324'6.8 KM (4.2 MI) NORTH FROM DURANGO.
 HL0324'6.8 KM (4.2 MI) NORTHERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 HL0324'WITH U.S. HIGHWAY 160 IN DURANGO, 0.2 KM (0.1 MI) SOUTH OF THE
 HL0324'INTERSECTION WITH COUNTY ROAD 203, NEAR THE CENTER OF A 300-FOOT ROCK
 HL0324'LEDGE IN A HIGHWAY CUT, 51.0 METERS (167.3 FT) SOUTH OF THE NORTH END
 HL0324'OF THE LEDGE, AND 12.5 METERS (41.0 FT) WEST OF THE CENTERLINE OF THE
 HL0324'SOUTH BOUND LANES OF THE HIGHWAY.
 HL0324'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 HL0324'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 HL0324
 HL0324                          STATION RECOVERY (1984)
 HL0324
 HL0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HL0324'RECOVERED IN GOOD CONDITION.
 HL0324
 HL0324                          STATION RECOVERY (1985)
 HL0324
 HL0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HL0324'RECOVERED IN GOOD CONDITION.
 HL0324
 HL0324                          STATION RECOVERY (1992)
 HL0324
 HL0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HL0324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0341 ***********************************************************************
 HL0341  DESIGNATION -  M 404
 HL0341  PID         -  HL0341
 HL0341  STATE/COUNTY-  CO/LA PLATA
 HL0341  USGS QUAD   -  LONG MOUNTAIN (1968)
 HL0341
 HL0341                         *CURRENT SURVEY CONTROL
 HL0341  ___________________________________________________________________
 HL0341* NAD 83(1986)-  37 00 46.     (N)    107 52 56.     (W)     SCALED    
 HL0341* NAVD 88     -      1825.923  (meters)    5990.55   (feet)  ADJUSTED  
 HL0341  ___________________________________________________________________
 HL0341  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 HL0341  DYNAMIC HT  -        1823.595 (meters)    5982.91  (feet)  COMP
 HL0341  MODELED GRAV-     979,292.2   (mgal)                       NAVD 88
 HL0341
 HL0341  VERT ORDER  -  FIRST     CLASS II
 HL0341
 HL0341.The horizontal coordinates were scaled from a topographic map and have
 HL0341.an estimated accuracy of +/- 6 seconds.
 HL0341
 HL0341.The orthometric height was determined by differential leveling
 HL0341.and adjusted by the National Geodetic Survey in June 1991..
 HL0341
 HL0341.The geoid height was determined by GEOID03.
 HL0341
 HL0341.The dynamic height is computed by dividing the NAVD 88
 HL0341.geopotential number by the normal gravity value computed on the
 HL0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0341.degrees latitude (g = 980.6199 gals.).
 HL0341
 HL0341.The modeled gravity was interpolated from observed gravity values.
 HL0341
 HL0341;                    North         East    Units  Estimated Accuracy
 HL0341;SPC CO S     -   345,920.      702,410.      MT  (+/- 180 meters Scaled)
 HL0341
 HL0341                          SUPERSEDED SURVEY CONTROL
 HL0341
 HL0341.No superseded survey control is available for this station.
 HL0341
 HL0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB435001(NAD 83)
 HL0341_MARKER: I = METAL ROD
 HL0341_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HL0341_SP_SET: STAINLESS STEEL ROD
 HL0341_STAMPING: M 404 1984
 HL0341_MARK LOGO: NGS   
 HL0341_PROJECTION: FLUSH
 HL0341_MAGNETIC: I = MARKER IS A STEEL ROD
 HL0341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0341_ROD/PIPE-DEPTH: 6.2  meters
 HL0341
 HL0341  HISTORY     - Date     Condition        Report By
 HL0341  HISTORY     - 1984     MONUMENTED       NGS
 HL0341  HISTORY     - 19920421 GOOD             NGS
 HL0341
 HL0341                          STATION DESCRIPTION
 HL0341
 HL0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 HL0341'31.5 KM (19.55 MI) SOUT FROM DURANGO.
 HL0341'31.5 KM (19.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM ITS NORTH
 HL0341'JUNCTION WITH U.S. HIGHWAY 160 IN DURANGO, 1.6 KM (1.0 MI) NORTH OF
 HL0341'THE COLORADO-NEW MEXICO STATE LINE, 0.2 KM (0.1 MI) SOUTH OF DICK AND
 HL0341'JANES PLACE, 16.7 METERS (54.8 FT) WEST OF THE CENTERLINE OF THE
 HL0341'HIGHWAY, 4.4 METERS (14.4 FT) NORTH OF A FIELD ENTRANCE, AND
 HL0341'4.2 METERS (13.8 FT) WEST OF A UTILITY POLE WITH A GUY WIRE AND
 HL0341'UNDERGROUND CABLE JUNCTION BOX NUMBER 126.5.  NOTE=ACCESS TO THE DATUM
 HL0341'POINT IS THROUGH A 5-INCH LOGO CAP.
 HL0341'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 HL0341'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 HL0341
 HL0341                          STATION RECOVERY (1992)
 HL0341
 HL0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 HL0341'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1088 ***********************************************************************
 LL1088  DESIGNATION -  M 405
 LL1088  PID         -  LL1088
 LL1088  STATE/COUNTY-  CO/BOULDER
 LL1088  USGS QUAD   -  BOULDER (1979)
 LL1088
 LL1088                         *CURRENT SURVEY CONTROL
 LL1088  ___________________________________________________________________
 LL1088* NAD 83(1986)-  40 02 02.     (N)    105 16 56.     (W)     SCALED    
 LL1088* NAVD 88     -      1656.115  (meters)    5433.44   (feet)  ADJUSTED  
 LL1088  ___________________________________________________________________
 LL1088  GEOID HEIGHT-         -15.51  (meters)                     GEOID03
 LL1088  DYNAMIC HT  -        1654.506 (meters)    5428.16  (feet)  COMP
 LL1088  MODELED GRAV-     979,596.6   (mgal)                       NAVD 88
 LL1088
 LL1088  VERT ORDER  -  FIRST     CLASS II
 LL1088
 LL1088.The horizontal coordinates were scaled from a topographic map and have
 LL1088.an estimated accuracy of +/- 6 seconds.
 LL1088
 LL1088.The orthometric height was determined by differential leveling
 LL1088.and adjusted by the National Geodetic Survey in June 1991..
 LL1088
 LL1088.The geoid height was determined by GEOID03.
 LL1088
 LL1088.The dynamic height is computed by dividing the NAVD 88
 LL1088.geopotential number by the normal gravity value computed on the
 LL1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1088.degrees latitude (g = 980.6199 gals.).
 LL1088
 LL1088.The modeled gravity was interpolated from observed gravity values.
 LL1088
 LL1088;                    North         East    Units  Estimated Accuracy
 LL1088;SPC CO N     -   382,610.      932,990.      MT  (+/- 180 meters Scaled)
 LL1088
 LL1088                          SUPERSEDED SURVEY CONTROL
 LL1088
 LL1088  NGVD 29 (??/??/??) 1655.137  (m)         5430.23   (f) ADJUSTED    1 2
 LL1088
 LL1088.Superseded values are not recommended for survey control.
 LL1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1088.See file dsdata.txt to determine how the superseded data were derived.
 LL1088
 LL1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE759315(NAD 83)
 LL1088_MARKER: I = METAL ROD
 LL1088_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1088_SP_SET: STAINLESS STEEL ROD
 LL1088_STAMPING: M 405 1984
 LL1088_MARK LOGO: NGS   
 LL1088_PROJECTION: FLUSH
 LL1088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1088_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LL1088+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2002
 LL1088_ROD/PIPE-DEPTH: 11.0 meters
 LL1088
 LL1088  HISTORY     - Date     Condition        Report By
 LL1088  HISTORY     - 1984     MONUMENTED       NGS
 LL1088  HISTORY     - 19980928 MARK NOT FOUND   USPSQD
 LL1088  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL1088  HISTORY     - 20020320 GOOD             INDIV
 LL1088
 LL1088                          STATION DESCRIPTION
 LL1088
 LL1088'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1088'IN BOULDER.
 LL1088'IN BOULDER, AT THE INTERSECTION OF BROADWAY STREET AND GRAPE AVENUE,
 LL1088'17.6 METERS (57.7 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES
 LL1088'OF THE STREET, 7.4 METERS (24.3 FT) NORTH OF THE CENTER OF THE EAST
 LL1088'BOUND LANES OF THE AVENUE, 5.4 METERS (17.7 FT) SOUTH OF THE CENTER OF
 LL1088'THE WEST BOUND LANES OF THE AVENUE, 3.5 METERS (11.5 FT) SOUTHWEST OF
 LL1088'THE NORTHWEST LEG OF A HIGHLINE TOWER, AND 3.5 METERS (11.5 FT)
 LL1088'NORTHWEST OF THE SOUTHWEST LEG OF THE TOWER.  NOTE--ACCESS TO THE
 LL1088'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LL1088'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 LL1088
 LL1088                          STATION RECOVERY (1998)
 LL1088
 LL1088'RECOVERY NOTE BY US POWER SQUADRON 1998
 LL1088'MARK NOT FOUND.
 LL1088
 LL1088                          STATION RECOVERY (2001)
 LL1088
 LL1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL1088'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 LL1088
 LL1088                          STATION RECOVERY (2002)
 LL1088
 LL1088'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JE)
 LL1088'MARK IS LOCATED IN BOULDER, COLORADO IN THE SE1/4 OF SECTION 24, T1N,
 LL1088'R71W, LYING WITHIN THE GRAPE AVENUE RIGHT-OF-WAY.
 LL1088' 
 LL1088'MARK IS LOCATED WITHIN A LANDSCAPED TRAFFIC ISLAND CONTAINING A STEEL
 LL1088'TRANSMISSION TOWER AT THE WEST SIDE OF THE INTERSECTION OF BROADWAY
 LL1088'AND GRAPE AVENUE IN BOULDER.
 LL1088' 
 LL1088'MARK IS A STAINLESS STEEL ROD (DRIVEN TO THE DEPTH OF 11.0 METERS, PER
 LL1088'PREVIOUS DESCRIPTION), SET IN 6 INCH PVC W/ ALUMINUM MONUMENT BOX AND
 LL1088'CAST IRON LID INSCRIBED -SURVEY-, SURROUNDED BY CONCRETE COLLAR.  LID
 LL1088'IS APPROXIMATELY LEVEL WITH TRAFFIC ISLAND CURB.
 LL1088'MARK APPEARS TO HAVE POOR CONDITIONS FOR GPS OBSERVATION, DUE TO
 LL1088'NEARBY TRANSMISSION TOWER AND POWER LINES.
 LL1088' 
 LL1088'MARK LIES-
 LL1088'11.5 FEET SW FROM NW LEG OF STEEL TRANSMISSION TOWER,
 LL1088'11.5 FEET NW FROM SW LEG OF STEEL TRANSMISSION TOWER,
 LL1088'3.7 FEET SW FROM 6  CONCRETE-FILLED STEEL BOLLARD,
 LL1088'3.4 FEET NW FROM 6  CONCRETE-FILLED STEEL BOLLARD,
 LL1088'35.8 FEET WEST OF WEST EDGE OF CONCRETE SIDEWALK ALONG BROADWAY,
 LL1088'5 FEET NORTH FROM CENTERLINE OF GRAPE AVENUE.
 LL1088' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1392 ***********************************************************************
 KK1392  DESIGNATION -  M 406
 KK1392  PID         -  KK1392
 KK1392  STATE/COUNTY-  CO/JEFFERSON
 KK1392  USGS QUAD   -  FORT LOGAN (1994)
 KK1392
 KK1392                         *CURRENT SURVEY CONTROL
 KK1392  ___________________________________________________________________
 KK1392* NAD 83(1986)-  39 43 31.     (N)    105 03 54.     (W)     SCALED    
 KK1392* NAVD 88     -      1638.019  (meters)    5374.07   (feet)  ADJUSTED  
 KK1392  ___________________________________________________________________
 KK1392  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 KK1392  DYNAMIC HT  -        1636.423 (meters)    5368.83  (feet)  COMP
 KK1392  MODELED GRAV-     979,595.1   (mgal)                       NAVD 88
 KK1392
 KK1392  VERT ORDER  -  FIRST     CLASS II
 KK1392
 KK1392.The horizontal coordinates were scaled from a topographic map and have
 KK1392.an estimated accuracy of +/- 6 seconds.
 KK1392
 KK1392.The orthometric height was determined by differential leveling
 KK1392.and adjusted by the National Geodetic Survey in June 1991..
 KK1392
 KK1392.The geoid height was determined by GEOID03.
 KK1392
 KK1392.The dynamic height is computed by dividing the NAVD 88
 KK1392.geopotential number by the normal gravity value computed on the
 KK1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1392.degrees latitude (g = 980.6199 gals.).
 KK1392
 KK1392.The modeled gravity was interpolated from observed gravity values.
 KK1392
 KK1392;                    North         East    Units  Estimated Accuracy
 KK1392;SPC CO C     -   514,920.      951,700.      MT  (+/- 180 meters Scaled)
 KK1392
 KK1392                          SUPERSEDED SURVEY CONTROL
 KK1392
 KK1392  NGVD 29 (??/??/??) 1637.089  (m)         5371.02   (f) ADJUSTED    1 2
 KK1392
 KK1392.Superseded values are not recommended for survey control.
 KK1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1392.See file dsdata.txt to determine how the superseded data were derived.
 KK1392
 KK1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD944972(NAD 83)
 KK1392_MARKER: I = METAL ROD
 KK1392_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1392_SP_SET: STAINLESS STEEL ROD
 KK1392_STAMPING: M 406 1984
 KK1392_MARK LOGO: NGS   
 KK1392_PROJECTION: FLUSH
 KK1392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1392_ROD/PIPE-DEPTH: 4.9  meters
 KK1392
 KK1392  HISTORY     - Date     Condition        Report By
 KK1392  HISTORY     - 1984     MONUMENTED       NGS
 KK1392  HISTORY     - 20000504 GOOD             CO1435
 KK1392
 KK1392                          STATION DESCRIPTION
 KK1392
 KK1392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1392'IN LAKEWOOD.
 KK1392'IN LAKEWOOD, AT THE INTERSECTION OF U.S. HIGHWAY 6 (6TH AVENUE) AND
 KK1392'JAY STREET, 24.2 METERS (79.4 FT) SOUTH OF THE CENTERLINE OF THE
 KK1392'HIGHWAY, 24.0 METERS (78.7 FT) NORTH OF THE CENTER OF A DRIVEWAY AT
 KK1392'560 JAY STREET, 7.6 METERS (24.9 FT) EAST OF THE CENTER OF THE STREET,
 KK1392'AND 1.0 METER (3.3 FT) SOUTH OF UTILITY POLE NUMBER 22U3-5 560.
 KK1392'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1392'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 KK1392'THE MARK IS ABOVE LEVEL WITH THE STREET.
 KK1392
 KK1392                          STATION RECOVERY (2000)
 KK1392
 KK1392'RECOVERY NOTE BY CITY OF LAKEWOOD COLORADO 2000
 KK1392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1369 ***********************************************************************
 KK1369  DESIGNATION -  M 407
 KK1369  PID         -  KK1369
 KK1369  STATE/COUNTY-  CO/JEFFERSON
 KK1369  USGS QUAD   -  GOLDEN (1994)
 KK1369
 KK1369                         *CURRENT SURVEY CONTROL
 KK1369  ___________________________________________________________________
 KK1369* NAD 83(1986)-  39 46 15.     (N)    105 13 52.     (W)     SCALED    
 KK1369* NAVD 88     -      1789.627  (meters)    5871.47   (feet)  ADJUSTED  
 KK1369  ___________________________________________________________________
 KK1369  GEOID HEIGHT-         -15.47  (meters)                     GEOID03
 KK1369  DYNAMIC HT  -        1787.828 (meters)    5865.57  (feet)  COMP
 KK1369  MODELED GRAV-     979,558.4   (mgal)                       NAVD 88
 KK1369
 KK1369  VERT ORDER  -  FIRST     CLASS II
 KK1369
 KK1369.The horizontal coordinates were scaled from a topographic map and have
 KK1369.an estimated accuracy of +/- 6 seconds.
 KK1369
 KK1369.The orthometric height was determined by differential leveling
 KK1369.and adjusted by the National Geodetic Survey in June 1991..
 KK1369
 KK1369.The geoid height was determined by GEOID03.
 KK1369
 KK1369.The dynamic height is computed by dividing the NAVD 88
 KK1369.geopotential number by the normal gravity value computed on the
 KK1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1369.degrees latitude (g = 980.6199 gals.).
 KK1369
 KK1369.The modeled gravity was interpolated from observed gravity values.
 KK1369
 KK1369;                    North         East    Units  Estimated Accuracy
 KK1369;SPC CO C     -   519,920.      937,440.      MT  (+/- 180 meters Scaled)
 KK1369
 KK1369                          SUPERSEDED SURVEY CONTROL
 KK1369
 KK1369  NGVD 29 (??/??/??) 1788.648  (m)         5868.26   (f) ADJUSTED    1 2
 KK1369
 KK1369.Superseded values are not recommended for survey control.
 KK1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1369.See file dsdata.txt to determine how the superseded data were derived.
 KK1369
 KK1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE802023(NAD 83)
 KK1369_MARKER: I = METAL ROD
 KK1369_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KK1369+WITH SETTING: INFORMATION.
 KK1369_SP_SET: SHALLOW SET METAL ROD
 KK1369_STAMPING: M 407 1984
 KK1369_MARK LOGO: NGS   
 KK1369_PROJECTION: FLUSH
 KK1369_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1369_ROD/PIPE-DEPTH: 2.7  meters
 KK1369
 KK1369  HISTORY     - Date     Condition        Report By
 KK1369  HISTORY     - 1984     MONUMENTED       NGS
 KK1369
 KK1369                          STATION DESCRIPTION
 KK1369
 KK1369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1369'IN GOLDEN.
 KK1369'IN GOLDEN, AT THE INTERSECTION OF FORD AND TEXAS STREETS, 90.0 METERS
 KK1369'(295.3 FT) NORTH OF THE CENTER OF TEXAS STREET, 8.5 METERS (27.9 FT)
 KK1369'SOUTH-SOUTHEAST OF THE WEST END OF A 72-INCH METAL CULVERT, 7.5 METERS
 KK1369'(24.6 FT) WEST OF THE CENTERLINE OF FORD STREET, AND 0.9 METER
 KK1369'(3.0 FT) SOUTH OF UTILITY POLE NUMBER 665.  NOTE--REFUSAL WAS REACHED
 KK1369'AT 9.0 FT.  ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1369'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 KK1369'THE MARK IS ABOVE LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1161 ***********************************************************************
 LL1161  DESIGNATION -  M 408
 LL1161  PID         -  LL1161
 LL1161  STATE/COUNTY-  CO/WELD
 LL1161  USGS QUAD   -  DEARFIELD (1951)
 LL1161
 LL1161                         *CURRENT SURVEY CONTROL
 LL1161  ___________________________________________________________________
 LL1161* NAD 83(1986)-  40 17 40.     (N)    104 18 35.     (W)     SCALED    
 LL1161* NAVD 88     -      1384.689  (meters)    4542.93   (feet)  ADJUSTED  
 LL1161  ___________________________________________________________________
 LL1161  GEOID HEIGHT-         -18.96  (meters)                     GEOID03
 LL1161  DYNAMIC HT  -        1383.535 (meters)    4539.15  (feet)  COMP
 LL1161  MODELED GRAV-     979,744.4   (mgal)                       NAVD 88
 LL1161
 LL1161  VERT ORDER  -  FIRST     CLASS II
 LL1161
 LL1161.The horizontal coordinates were scaled from a topographic map and have
 LL1161.an estimated accuracy of +/- 6 seconds.
 LL1161
 LL1161.The orthometric height was determined by differential leveling
 LL1161.and adjusted by the National Geodetic Survey in June 1991..
 LL1161
 LL1161.The geoid height was determined by GEOID03.
 LL1161
 LL1161.The dynamic height is computed by dividing the NAVD 88
 LL1161.geopotential number by the normal gravity value computed on the
 LL1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1161.degrees latitude (g = 980.6199 gals.).
 LL1161
 LL1161.The modeled gravity was interpolated from observed gravity values.
 LL1161
 LL1161;                    North         East    Units  Estimated Accuracy
 LL1161;SPC CO N     -   412,190.    1,015,600.      MT  (+/- 180 meters Scaled)
 LL1161
 LL1161                          SUPERSEDED SURVEY CONTROL
 LL1161
 LL1161.No superseded survey control is available for this station.
 LL1161
 LL1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE586606(NAD 83)
 LL1161_MARKER: I = METAL ROD
 LL1161_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LL1161_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LL1161_STAMPING: M 408 1984
 LL1161_MARK LOGO: NGS   
 LL1161_PROJECTION: FLUSH
 LL1161_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL1161+STABILITY: POSITION/ELEVATION WELL
 LL1161_ROD/PIPE-DEPTH: 18.6 meters
 LL1161_SLEEVE-DEPTH  : 14.0 meters
 LL1161
 LL1161  HISTORY     - Date     Condition        Report By
 LL1161  HISTORY     - 1984     MONUMENTED       NGS
 LL1161
 LL1161                          STATION DESCRIPTION
 LL1161
 LL1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1161'35.1 KM (21.8 MI) EAST FROM GREELEY.
 LL1161'35.1 KM (21.8 MI) EASTERLY ALONG U.S. HIGHWAY 34 FROM ITS JUNCTION
 LL1161'WITH U.S. HIGHWAY 85 IN GREELEY, 38.7 M (127.0 FT) NORTH OF THE
 LL1161'CENTERLINE OF THE HIGHWAY, 31.5 M (103.3 FT) NORTH OF THE NORTHEAST
 LL1161'CORNER OF A HIGHWAY BRIDGE, 25.2 M ( 82.7 FT) NORTHEAST OF THE
 LL1161'NORTHEAST BANK OF IMPIRE INTAKE CANAL, AND 2.3 M (7.5 FT) WEST OF
 LL1161'UTILITY POLE NUMBER 59986.  NOTE--ACCESS TO DATUM POINT IS HAD
 LL1161'THROUGH A 5-INCH LOGO CAP.
 LL1161'THE MARK IS 0.8 METERS  S FROM  A WITNESS POST AND FENCE
 LL1161'THE MARK IS 1.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1475 ***********************************************************************
 KK1475  DESIGNATION -  M 409
 KK1475  PID         -  KK1475
 KK1475  STATE/COUNTY-  CO/JEFFERSON
 KK1475  USGS QUAD   -  FORT LOGAN (1994)
 KK1475
 KK1475                         *CURRENT SURVEY CONTROL
 KK1475  ___________________________________________________________________
 KK1475* NAD 83(1986)-  39 38 21.     (N)    105 04 54.     (W)     SCALED    
 KK1475* NAVD 88     -      1702.125  (meters)    5584.39   (feet)  ADJUSTED  
 KK1475  ___________________________________________________________________
 KK1475  GEOID HEIGHT-         -16.42  (meters)                     GEOID03
 KK1475  DYNAMIC HT  -        1700.448 (meters)    5578.89  (feet)  COMP
 KK1475  MODELED GRAV-     979,581.5   (mgal)                       NAVD 88
 KK1475
 KK1475  VERT ORDER  -  FIRST     CLASS II
 KK1475
 KK1475.The horizontal coordinates were scaled from a topographic map and have
 KK1475.an estimated accuracy of +/- 6 seconds.
 KK1475
 KK1475.The orthometric height was determined by differential leveling
 KK1475.and adjusted by the National Geodetic Survey in June 1991..
 KK1475
 KK1475.The geoid height was determined by GEOID03.
 KK1475
 KK1475.The dynamic height is computed by dividing the NAVD 88
 KK1475.geopotential number by the normal gravity value computed on the
 KK1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1475.degrees latitude (g = 980.6199 gals.).
 KK1475
 KK1475.The modeled gravity was interpolated from observed gravity values.
 KK1475
 KK1475;                    North         East    Units  Estimated Accuracy
 KK1475;SPC CO C     -   505,350.      950,310.      MT  (+/- 180 meters Scaled)
 KK1475
 KK1475                          SUPERSEDED SURVEY CONTROL
 KK1475
 KK1475  NGVD 29 (??/??/??) 1701.195  (m)         5581.34   (f) ADJUSTED    1 2
 KK1475
 KK1475.Superseded values are not recommended for survey control.
 KK1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1475.See file dsdata.txt to determine how the superseded data were derived.
 KK1475
 KK1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD929877(NAD 83)
 KK1475_MARKER: I = METAL ROD
 KK1475_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KK1475+WITH SETTING: INFORMATION.
 KK1475_SP_SET: SHALLOW SET METAL ROD
 KK1475_STAMPING: M 409 1984
 KK1475_MARK LOGO: NGS   
 KK1475_PROJECTION: FLUSH
 KK1475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1475+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2000
 KK1475_ROD/PIPE-DEPTH: 2.8  meters
 KK1475
 KK1475  HISTORY     - Date     Condition        Report By
 KK1475  HISTORY     - 1984     MONUMENTED       NGS
 KK1475  HISTORY     - 20000504 GOOD             CO1435
 KK1475
 KK1475                          STATION DESCRIPTION
 KK1475
 KK1475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1475'IN LAKEWOOD.
 KK1475'IN LAKEWOOD, AT THE JUNCTION OF WADSWORTH BOULEVARD AND QUINCY AVENUE,
 KK1475'53.0 METERS (173.9 FT) NORTH OF THE CENTERLINE OF QUINCY AVENUE,
 KK1475'20.5 METERS (67.3 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES
 KK1475'OF THE BOULEVARD, AND 7.7 METERS (25.3 FT) WEST OF UTILITY POLE NUMBER
 KK1475'07-51.  NOTE--REFUSAL WAS REACHED AT 9.0 FEET.  ACCESS TO THE DATUM
 KK1475'POINT IS THROUGH A 5-INCH LOGO CAP.
 KK1475'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 KK1475'THE MARK IS 1.6 M ABOVE THE BOULEVARD.
 KK1475
 KK1475                          STATION RECOVERY (2000)
 KK1475
 KK1475'RECOVERY NOTE BY CITY OF LAKEWOOD COLORADO 2000 (KM)
 KK1475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0080 ***********************************************************************
 JJ0080  DESIGNATION -  M 41
 JJ0080  PID         -  JJ0080
 JJ0080  STATE/COUNTY-  CO/PROWERS
 JJ0080  USGS QUAD   -  GRANADA (1953)
 JJ0080
 JJ0080                         *CURRENT SURVEY CONTROL
 JJ0080  ___________________________________________________________________
 JJ0080* NAD 83(1986)-  38 03 05.     (N)    102 15 16.     (W)     SCALED    
 JJ0080* NAVD 88     -      1058.670  (meters)    3473.32   (feet)  ADJUSTED  
 JJ0080  ___________________________________________________________________
 JJ0080  GEOID HEIGHT-         -23.73  (meters)                     GEOID03
 JJ0080  DYNAMIC HT  -        1057.674 (meters)    3470.05  (feet)  COMP
 JJ0080  MODELED GRAV-     979,652.3   (mgal)                       NAVD 88
 JJ0080
 JJ0080  VERT ORDER  -  FIRST     CLASS II
 JJ0080
 JJ0080.The horizontal coordinates were scaled from a topographic map and have
 JJ0080.an estimated accuracy of +/- 6 seconds.
 JJ0080
 JJ0080.The orthometric height was determined by differential leveling
 JJ0080.and adjusted by the National Geodetic Survey in June 1991..
 JJ0080
 JJ0080.The geoid height was determined by GEOID03.
 JJ0080
 JJ0080.The dynamic height is computed by dividing the NAVD 88
 JJ0080.geopotential number by the normal gravity value computed on the
 JJ0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0080.degrees latitude (g = 980.6199 gals.).
 JJ0080
 JJ0080.The modeled gravity was interpolated from observed gravity values.
 JJ0080
 JJ0080;                    North         East    Units  Estimated Accuracy
 JJ0080;SPC CO S     -   463,430.    1,199,200.      MT  (+/- 180 meters Scaled)
 JJ0080
 JJ0080                          SUPERSEDED SURVEY CONTROL
 JJ0080
 JJ0080  NGVD 29 (??/??/92) 1058.216  (m)         3471.83   (f) ADJ UNCH    1 2
 JJ0080
 JJ0080.Superseded values are not recommended for survey control.
 JJ0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0080.See file dsdata.txt to determine how the superseded data were derived.
 JJ0080
 JJ0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC409150(NAD 83)
 JJ0080_MARKER: DB = BENCH MARK DISK
 JJ0080_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JJ0080_SP_SET: BRIDGE ABUTMENT
 JJ0080_STAMPING: M 41 1933
 JJ0080_MARK LOGO: CGS   
 JJ0080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0080
 JJ0080  HISTORY     - Date     Condition        Report By
 JJ0080  HISTORY     - 1933     MONUMENTED       CGS
 JJ0080  HISTORY     - 1934     GOOD             NGS
 JJ0080  HISTORY     - 1986     GOOD             NGS
 JJ0080
 JJ0080                          STATION DESCRIPTION
 JJ0080
 JJ0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 JJ0080'3.3 MI E FROM GRANADA.
 JJ0080'3.3 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JJ0080'FROM THE STATION AT GRANADA, ABOUT 1/4 MILE WEST OF MILEPOST 482,
 JJ0080'AT A CONCRETE HIGHWAY BRIDGE, IN THE SOUTH FACE OF THE CENTER
 JJ0080'CONCRETE PIER, 1 FOOT WEST OF THE SOUTHEAST CORNER, NORTH OF THE
 JJ0080'TRACK, AND 4 FEET HIGHER THAN THE RAIL.  A STANDARD DISK, STAMPED
 JJ0080'M 41 1933 AND SET VERTICALLY.
 JJ0080
 JJ0080                          STATION RECOVERY (1986)
 JJ0080
 JJ0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 JJ0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1064 ***********************************************************************
 LL1064  DESIGNATION -  M 410
 LL1064  PID         -  LL1064
 LL1064  STATE/COUNTY-  CO/LARIMER
 LL1064  USGS QUAD   -  BERTHOUD (1984)
 LL1064
 LL1064                         *CURRENT SURVEY CONTROL
 LL1064  ___________________________________________________________________
 LL1064* NAD 83(1986)-  40 16 41.     (N)    105 06 10.     (W)     SCALED    
 LL1064* NAVD 88     -      1522.506  (meters)    4995.09   (feet)  ADJUSTED  
 LL1064  ___________________________________________________________________
 LL1064  GEOID HEIGHT-         -16.56  (meters)                     GEOID03
 LL1064  DYNAMIC HT  -        1521.140 (meters)    4990.61  (feet)  COMP
 LL1064  MODELED GRAV-     979,674.9   (mgal)                       NAVD 88
 LL1064
 LL1064  VERT ORDER  -  FIRST     CLASS II
 LL1064
 LL1064.The horizontal coordinates were scaled from a topographic map and have
 LL1064.an estimated accuracy of +/- 6 seconds.
 LL1064
 LL1064.The orthometric height was determined by differential leveling
 LL1064.and adjusted by the National Geodetic Survey in June 1991..
 LL1064
 LL1064.The geoid height was determined by GEOID03.
 LL1064
 LL1064.The dynamic height is computed by dividing the NAVD 88
 LL1064.geopotential number by the normal gravity value computed on the
 LL1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1064.degrees latitude (g = 980.6199 gals.).
 LL1064
 LL1064.The modeled gravity was interpolated from observed gravity values.
 LL1064
 LL1064;                    North         East    Units  Estimated Accuracy
 LL1064;SPC CO N     -   409,770.      948,180.      MT  (+/- 180 meters Scaled)
 LL1064
 LL1064                          SUPERSEDED SURVEY CONTROL
 LL1064
 LL1064  NGVD 29 (??/??/??) 1521.602  (m)         4992.12   (f) ADJUSTED    1 2
 LL1064
 LL1064.Superseded values are not recommended for survey control.
 LL1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1064.See file dsdata.txt to determine how the superseded data were derived.
 LL1064
 LL1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE912586(NAD 83)
 LL1064_MARKER: I = METAL ROD
 LL1064_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1064_SP_SET: STAINLESS STEEL ROD
 LL1064_STAMPING: M 410 1984
 LL1064_MARK LOGO: NGS   
 LL1064_PROJECTION: FLUSH
 LL1064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1064_ROD/PIPE-DEPTH: 10.4 meters
 LL1064
 LL1064  HISTORY     - Date     Condition        Report By
 LL1064  HISTORY     - 1984     MONUMENTED       NGS
 LL1064  HISTORY     - 20040224 MARK NOT FOUND   USPSQD
 LL1064
 LL1064                          STATION DESCRIPTION
 LL1064
 LL1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1064'8.3 KM (5.15 MI) NORTH FROM LONGMONT.
 LL1064'8.3 KM (5.15 MI) NORTHERLY ALONG U.S. HIGHWAY 287 FROM ITS JUNCTION
 LL1064'WITH STATE HIGHWAY 66 IN LONGMONT, 72.4 METERS (237.5 FT) NORTH OF THE
 LL1064'NORTHWEST CORNER OF A SMALL BRIDGE, 11.3 METERS (37.1 FT) WEST OF THE
 LL1064'CENTERLINE OF THE HIGHWAY, AND 2.8 METERS (9.2 FT) NORTH OF THE MOST
 LL1064'NORTHERLY 1 OF 3 UTILITY POLES.  NOTE--ACCESS TO THE DATUM POINT IS
 LL1064'THROUGH A 5-INCH LOGO CAP.
 LL1064'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 LL1064'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 LL1064
 LL1064                          STATION RECOVERY (2004)
 LL1064
 LL1064'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL1064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1405 ***********************************************************************
 KK1405  DESIGNATION -  M 411
 KK1405  PID         -  KK1405
 KK1405  STATE/COUNTY-  CO/ADAMS
 KK1405  USGS QUAD   -  EASTLAKE (1994)
 KK1405
 KK1405                         *CURRENT SURVEY CONTROL
 KK1405  ___________________________________________________________________
 KK1405* NAD 83(1986)-  39 53 08.     (N)    104 59 14.     (W)     SCALED    
 KK1405* NAVD 88     -      1637.656  (meters)    5372.88   (feet)  ADJUSTED  
 KK1405  ___________________________________________________________________
 KK1405  GEOID HEIGHT-         -17.27  (meters)                     GEOID03
 KK1405  DYNAMIC HT  -        1636.100 (meters)    5367.77  (feet)  COMP
 KK1405  MODELED GRAV-     979,618.9   (mgal)                       NAVD 88
 KK1405
 KK1405  VERT ORDER  -  FIRST     CLASS II
 KK1405
 KK1405.The horizontal coordinates were scaled from a topographic map and have
 KK1405.an estimated accuracy of +/- 6 seconds.
 KK1405
 KK1405.The orthometric height was determined by differential leveling
 KK1405.and adjusted by the National Geodetic Survey in June 1991..
 KK1405
 KK1405.The geoid height was determined by GEOID03.
 KK1405
 KK1405.The dynamic height is computed by dividing the NAVD 88
 KK1405.geopotential number by the normal gravity value computed on the
 KK1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1405.degrees latitude (g = 980.6199 gals.).
 KK1405
 KK1405.The modeled gravity was interpolated from observed gravity values.
 KK1405
 KK1405;                    North         East    Units  Estimated Accuracy
 KK1405;SPC CO N     -   366,240.      958,260.      MT  (+/- 180 meters Scaled)
 KK1405
 KK1405                          SUPERSEDED SURVEY CONTROL
 KK1405
 KK1405  NGVD 29 (??/??/??) 1636.738  (m)         5369.86   (f) ADJUSTED    1 2
 KK1405
 KK1405.Superseded values are not recommended for survey control.
 KK1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1405.See file dsdata.txt to determine how the superseded data were derived.
 KK1405
 KK1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE010150(NAD 83)
 KK1405_MARKER: DB = BENCH MARK DISK
 KK1405_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KK1405_SP_SET: COLUMN
 KK1405_STAMPING: M 411 1984
 KK1405_MARK LOGO: NGS   
 KK1405_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1405+STABILITY: POSITION/ELEVATION WELL
 KK1405
 KK1405  HISTORY     - Date     Condition        Report By
 KK1405  HISTORY     - 1984     MONUMENTED       NGS
 KK1405
 KK1405                          STATION DESCRIPTION
 KK1405
 KK1405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1405'IN NORTHGLENN.
 KK1405'IN NORTHGLENN, AT THE INTERSECTION OF INTERSTATE HIGHWAY 25 AND EAST
 KK1405'104TH AVENUE, SET VERTICALLY IN THE NORTH FACE OF THE MOST NORTHERLY 1
 KK1405'OF 14 COLUMNS OF THE FIRST PIER WEST OF THE EAST BRIDGE ABUTMENT OF
 KK1405'THE AVENUE OVERPASS OVER THE INTERSTATE HIGHWAY, AND 9.4 METERS
 KK1405'(30.8 FT) EAST OF THE CENTER OF THE NORTH BOUND LANES OF THE
 KK1405'INTERSTATE HIGHWAY.
 KK1405'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1449 ***********************************************************************
 KK1449  DESIGNATION -  M 412
 KK1449  PID         -  KK1449
 KK1449  STATE/COUNTY-  CO/JEFFERSON
 KK1449  USGS QUAD   -  ARVADA (1994)
 KK1449
 KK1449                         *CURRENT SURVEY CONTROL
 KK1449  ___________________________________________________________________
 KK1449* NAD 83(1986)-  39 47 38.     (N)    105 04 44.     (W)     SCALED    
 KK1449* NAVD 88     -      1616.453  (meters)    5303.31   (feet)  ADJUSTED  
 KK1449  ___________________________________________________________________
 KK1449  GEOID HEIGHT-         -16.70  (meters)                     GEOID03
 KK1449  DYNAMIC HT  -        1614.898 (meters)    5298.21  (feet)  COMP
 KK1449  MODELED GRAV-     979,607.9   (mgal)                       NAVD 88
 KK1449
 KK1449  VERT ORDER  -  FIRST     CLASS II
 KK1449
 KK1449.The horizontal coordinates were scaled from a topographic map and have
 KK1449.an estimated accuracy of +/- 6 seconds.
 KK1449
 KK1449.The orthometric height was determined by differential leveling
 KK1449.and adjusted by the National Geodetic Survey in June 1991..
 KK1449
 KK1449.The geoid height was determined by GEOID03.
 KK1449
 KK1449.The dynamic height is computed by dividing the NAVD 88
 KK1449.geopotential number by the normal gravity value computed on the
 KK1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1449.degrees latitude (g = 980.6199 gals.).
 KK1449
 KK1449.The modeled gravity was interpolated from observed gravity values.
 KK1449
 KK1449;                    North         East    Units  Estimated Accuracy
 KK1449;SPC CO C     -   522,530.      950,470.      MT  (+/- 180 meters Scaled)
 KK1449
 KK1449                          SUPERSEDED SURVEY CONTROL
 KK1449
 KK1449  NGVD 29 (??/??/??) 1615.530  (m)         5300.28   (f) ADJUSTED    1 2
 KK1449
 KK1449.Superseded values are not recommended for survey control.
 KK1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1449.See file dsdata.txt to determine how the superseded data were derived.
 KK1449
 KK1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE932048(NAD 83)
 KK1449_MARKER: I = METAL ROD
 KK1449_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KK1449_SP_SET: STAINLESS STEEL ROD
 KK1449_STAMPING: M 412 1984
 KK1449_MARK LOGO: NGS   
 KK1449_PROJECTION: FLUSH
 KK1449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1449_ROD/PIPE-DEPTH: 10.4 meters
 KK1449
 KK1449  HISTORY     - Date     Condition        Report By
 KK1449  HISTORY     - 1984     MONUMENTED       NGS
 KK1449
 KK1449                          STATION DESCRIPTION
 KK1449
 KK1449'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1449'IN ARVADA.
 KK1449'IN ARVADA, AT THE INTERSECTION OF WADSWORTH BYPASS (STATE HIGHWAY 121)
 KK1449'AND VANCE STREET, 25.6 METERS (84.0 FT) WEST OF THE SOUTHWEST CORNER
 KK1449'OF THE FIRST NATIONAL BANK OF ARVADA BUILDING, 13.8 METERS (45.3 FT)
 KK1449'EAST OF THE CENTER OF THE STREET, 6.0 METERS (19.7 FT) SOUTHEAST OF
 KK1449'THE CENTER OF THE NORTH BOUND LANES OF THE BYPASS, AND 0.6 METER
 KK1449'(2.0 FT) SOUTHWEST OF UTILITY POLE NUMBER 65-37.  NOTE=ACCESS TO THE
 KK1449'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE7671 ***********************************************************************
 AE7671  DESIGNATION -  M 413 RESET
 AE7671  PID         -  AE7671
 AE7671  STATE/COUNTY-  CO/BOULDER
 AE7671  USGS QUAD   -  LAFAYETTE (1994)
 AE7671
 AE7671                         *CURRENT SURVEY CONTROL
 AE7671  ___________________________________________________________________
 AE7671* NAD 83(1986)-  39 56 03.     (N)    105 05 28.     (W)     SCALED    
 AE7671* NAVD 88     -      1656.86   (meters)    5435.9    (feet)  RESET     
 AE7671  ___________________________________________________________________
 AE7671  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 AE7671
 AE7671  VERT ORDER  -  THIRD
 AE7671
 AE7671.The horizontal coordinates were scaled from a topographic map and have
 AE7671.an estimated accuracy of +/- 6 seconds.
 AE7671
 AE7671.The orthometric height was computed from unverified reset data.
 AE7671
 AE7671.The geoid height was determined by GEOID03.
 AE7671
 AE7671;                    North         East    Units  Estimated Accuracy
 AE7671;SPC CO N     -   371,590.      949,350.      MT  (+/- 180 meters Scaled)
 AE7671
 AE7671                          SUPERSEDED SURVEY CONTROL
 AE7671
 AE7671.No superseded survey control is available for this station.
 AE7671
 AE7671_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE922204(NAD 83)
 AE7671_MARKER: I = METAL ROD
 AE7671_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AE7671_STAMPING: M 413 RESET 1993
 AE7671_MARK LOGO: NGS   
 AE7671_PROJECTION: FLUSH
 AE7671_MAGNETIC: I = MARKER IS A STEEL ROD
 AE7671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE7671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7671+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AE7671_ROD/PIPE-DEPTH: 4.9  meters
 AE7671
 AE7671  HISTORY     - Date     Condition        Report By
 AE7671  HISTORY     - 1993     MONUMENTED       NGS
 AE7671
 AE7671                          STATION DESCRIPTION
 AE7671
 AE7671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RSC)
 AE7671'THE STATION IS LOCATED IN THE TOWN OF BROOMFIELD, IN THE SOUTHEAST 1/4
 AE7671'OF SECTION 27, T 1 S, R 69 W.  OWNERSHIP--CITY OF BROOMFIELD. TO REACH
 AE7671'THE STATION FROM THE U.  S.  HIGHWAY 287 AND STATE HIGHWAY 121 IN
 AE7671'BROOMFIELD, GO NORTH ON U.  S.  HIGHWAY 287 FOR 1.1 MI (1.8 KM) TO THE
 AE7671'INTERSECTION OF MIRAMONTE BLVD.  AND THE STATION ON THE LEFT. THE MARK
 AE7671'IS A PUNCH MARK TOP CENTER ON A STAINLESS STEEL ROD DRIVEN TO REFUSAL,
 AE7671'ENCASED IN A 5-INCH PVC PIPE WITH A LOGO CAP SET IN A 0.7 M (2.3 FT)
 AE7671'CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 78.8 M (258.5 FT) WEST
 AE7671'OF THE CENTER LINE OF U.  S.  HIGHWAY 287, 17.6 M (57.7 FT) NORTH OF
 AE7671'THE CENTER LINE OF MIRAMONTE BLVD., 13.1 M (43.0 FT) SOUTH OF THE
 AE7671'SOUTHERN EDGE OF A SMALL LAKE, 0.4 M (1.3 FT) NORTH OF A WITNESS POST
 AE7671'AND 0.4 M (1.3 FT) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1158 ***********************************************************************
 LL1158  DESIGNATION -  M 414
 LL1158  PID         -  LL1158
 LL1158  STATE/COUNTY-  CO/WELD
 LL1158  USGS QUAD   -  HARDIN (1978)
 LL1158
 LL1158                         *CURRENT SURVEY CONTROL
 LL1158  ___________________________________________________________________
 LL1158* NAD 83(1992)-  40 18 51.60138(N)    104 23 34.12761(W)     ADJUSTED  
 LL1158* NAVD 88     -      1402.258  (meters)    4600.57   (feet)  ADJUSTED  
 LL1158  ___________________________________________________________________
 LL1158  X           -  -1,210,839.801 (meters)                     COMP
 LL1158  Y           -  -4,718,366.603 (meters)                     COMP
 LL1158  Z           -   4,105,556.092 (meters)                     COMP
 LL1158  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 LL1158  ELLIP HEIGHT-        1383.41  (meters)          (12/03/02) GPS OBS
 LL1158  GEOID HEIGHT-         -18.85  (meters)                     GEOID03
 LL1158  DYNAMIC HT  -        1401.085 (meters)    4596.73  (feet)  COMP
 LL1158  MODELED GRAV-     979,739.7   (mgal)                       NAVD 88
 LL1158
 LL1158  HORZ ORDER  -  FIRST
 LL1158  VERT ORDER  -  FIRST     CLASS II
 LL1158  ELLP ORDER  -  FOURTH    CLASS II
 LL1158
 LL1158.The horizontal coordinates were established by GPS observations
 LL1158.and adjusted by the National Geodetic Survey in February 1998..
 LL1158
 LL1158.The orthometric height was determined by differential leveling
 LL1158.and adjusted by the National Geodetic Survey in June 1991..
 LL1158
 LL1158.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1158
 LL1158.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1158
 LL1158.The ellipsoidal height was determined by GPS observations
 LL1158.and is referenced to NAD 83.
 LL1158
 LL1158.The geoid height was determined by GEOID03.
 LL1158
 LL1158.The dynamic height is computed by dividing the NAVD 88
 LL1158.geopotential number by the normal gravity value computed on the
 LL1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1158.degrees latitude (g = 980.6199 gals.).
 LL1158
 LL1158.The modeled gravity was interpolated from observed gravity values.
 LL1158
 LL1158;                    North         East     Units Scale Factor Converg.
 LL1158;SPC CO N     -   414,309.438 1,008,507.376   MT  0.99995746   +0 42 55.4
 LL1158;SPC CO N     - 1,359,280.21  3,308,744.62   sFT  0.99995746   +0 42 55.4
 LL1158;UTM  13      - 4,462,823.002   551,591.005   MT  0.99963276   +0 23 34.2
 LL1158
 LL1158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1158!SPC CO N     -   0.99978303  x   0.99995746  =   0.99974050
 LL1158!UTM  13      -   0.99978303  x   0.99963276  =   0.99941587
 LL1158
 LL1158                          SUPERSEDED SURVEY CONTROL
 LL1158
 LL1158  ELLIP H (02/12/98) 1383.44   (m)                       GP(       ) 3 2
 LL1158  NAVD 88 (02/12/98) 1402.26   (m)         4600.6    (f) LEVELING    3  
 LL1158
 LL1158.Superseded values are not recommended for survey control.
 LL1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1158.See file dsdata.txt to determine how the superseded data were derived.
 LL1158
 LL1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE5159162823(NAD 83)
 LL1158_MARKER: I = METAL ROD
 LL1158_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LL1158_SP_SET: STAINLESS STEEL ROD
 LL1158_STAMPING: M 414 1984
 LL1158_MARK LOGO: NGS   
 LL1158_PROJECTION: FLUSH
 LL1158_MAGNETIC: I = MARKER IS A STEEL ROD
 LL1158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL1158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1158+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1996
 LL1158_ROD/PIPE-DEPTH: 9.8  meters
 LL1158
 LL1158  HISTORY     - Date     Condition        Report By
 LL1158  HISTORY     - 1984     MONUMENTED       NGS
 LL1158  HISTORY     - 19960124 GOOD             MSAM
 LL1158
 LL1158                          STATION DESCRIPTION
 LL1158
 LL1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LL1158'27.7 KM (17.2 MI) EAST FROM GREELEY.
 LL1158'27.7 KM (17.2 MI) EASTERLY ALONG U.S. HIGHWAY 34 FROM ITS JUNCTION
 LL1158'WITH U.S. HIGHWAY 85 IN GREELEY, 0.2 KM (0.1 MI) EAST OF MILEPOST
 LL1158'130, 14.7 M (48.2 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND
 LL1158'6.0 M (19.7 FT) SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE.
 LL1158'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LL1158'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 LL1158'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 LL1158
 LL1158                          STATION RECOVERY (1996)
 LL1158
 LL1158'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1996 (JS)
 LL1158'THE STATION IS LOCATED ABOUT 17.2 M (56.4 FT) EAST OF GREELEY, IN THE
 LL1158'NORTHWEST 1/4 OF SECTION 13, T 4 N, R 63 W, AT U.  S.  HIGHWAY 34
 LL1158'MILEPOST 130.1.  OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION
 LL1158'RIGHT-OF-WAY TO REACH THE STATION FROM THE INTERSECTION OF U.  S.
 LL1158'HIGHWAY 34 AND U.  S.  HIGHWAY 85 IN GREELEY, GO 17.2 MI (27.7 KM)
 LL1158'EASTERLY ALONG U. S.  HIGHWAY 34 TO THE STATION ON THE RIGHT THE MARK
 LL1158'IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN TO
 LL1158'REFUSAL, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A
 LL1158'CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 14.7 M (48.2 FT)
 LL1158'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 6.0 M (19.7 FT) SOUTHEAST
 LL1158'OF THE CENTER OF A FIELD ROAD ENTRANCE, 1.9 M (6.2 FT) EAST OF A FENCE
 LL1158'CORNER, 1.0 M (3.3 FT) NORTHEAST OF A FENCE, 0.3 M (1.0 FT) NORTHEAST
 LL1158'OF A WITNESS POST AND ABOUT 0.6 M (2.0 FT) BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0174 ***********************************************************************
 KM0174  DESIGNATION -  M 415
 KM0174  PID         -  KM0174
 KM0174  STATE/COUNTY-  CO/GARFIELD
 KM0174  USGS QUAD   -  DOUGLAS PASS (1964)
 KM0174
 KM0174                         *CURRENT SURVEY CONTROL
 KM0174  ___________________________________________________________________
 KM0174* NAD 83(1986)-  39 35 53.     (N)    108 48 13.     (W)     SCALED    
 KM0174* NAVD 88     -      2526.441  (meters)    8288.83   (feet)  ADJUSTED  
 KM0174  ___________________________________________________________________
 KM0174  GEOID HEIGHT-         -16.01  (meters)                     GEOID03
 KM0174  DYNAMIC HT  -        2523.634 (meters)    8279.62  (feet)  COMP
 KM0174  MODELED GRAV-     979,423.3   (mgal)                       NAVD 88
 KM0174
 KM0174  VERT ORDER  -  FIRST     CLASS II
 KM0174
 KM0174.The horizontal coordinates were scaled from a topographic map and have
 KM0174.an estimated accuracy of +/- 6 seconds.
 KM0174
 KM0174.The orthometric height was determined by differential leveling
 KM0174.and adjusted by the National Geodetic Survey in June 1991..
 KM0174
 KM0174.The geoid height was determined by GEOID03.
 KM0174
 KM0174.The dynamic height is computed by dividing the NAVD 88
 KM0174.geopotential number by the normal gravity value computed on the
 KM0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0174.degrees latitude (g = 980.6199 gals.).
 KM0174
 KM0174.The modeled gravity was interpolated from observed gravity values.
 KM0174
 KM0174;                    North         East    Units  Estimated Accuracy
 KM0174;SPC CO C     -   505,860.      630,720.      MT  (+/- 180 meters Scaled)
 KM0174
 KM0174                          SUPERSEDED SURVEY CONTROL
 KM0174
 KM0174.No superseded survey control is available for this station.
 KM0174
 KM0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ885854(NAD 83)
 KM0174_MARKER: DB = BENCH MARK DISK
 KM0174_SETTING: 66 = SET IN ROCK OUTCROP
 KM0174_SP_SET: ROCK OUTCROP
 KM0174_STAMPING: M 415 1984
 KM0174_MARK LOGO: NGS   
 KM0174_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0174+STABILITY: POSITION/ELEVATION WELL
 KM0174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0174+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2004
 KM0174
 KM0174  HISTORY     - Date     Condition        Report By
 KM0174  HISTORY     - 1984     MONUMENTED       NGS
 KM0174  HISTORY     - 20040702 GOOD             NGS
 KM0174  HISTORY     - 20060523 GOOD             GEOCAC
 KM0174
 KM0174                          STATION DESCRIPTION
 KM0174
 KM0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0174'53.7 KM (33.35 MI) NORT FROM LOMA.
 KM0174'53.7 KM (33.35 MI) NORTHERLY ALONG STATE HIGHWAY 139 FROM THE POST
 KM0174'OFFICE IN LOMA, NEAR THE SUMMIT OF DOUGLAS PASS, AT THE WEST END OF AN
 KM0174'EXPOSED AREA OF BEDROCK AT A HIGHWAY DEPARTMENT BUILDING, 52.0 M
 KM0174'(170.6 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 23.0 M (75.5 FT)
 KM0174'SOUTHEAST OF THE CENTER OF A DIRT ROAD AND PIPE GATE, AND 11.5 M
 KM0174'(37.7 FT) NORTH OF THE NORTHWEST CORNER OF A METAL BUILDING.
 KM0174'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 KM0174'THE MARK IS 2.0 M ABOVE THE DIRT ROAD.
 KM0174
 KM0174                          STATION RECOVERY (2004)
 KM0174
 KM0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 KM0174'RECOVERED IN GOOD CONDITION.
 KM0174
 KM0174                          STATION RECOVERY (2006)
 KM0174
 KM0174'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 KM0174'FOUND TWO INCHES BELOW THE SURFACE.  HANDHELD COORDINATES ARE
 KM0174'N39-35-53.04 W108-48-14.10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0645 ***********************************************************************
 JL0645  DESIGNATION -  M 416
 JL0645  PID         -  JL0645
 JL0645  STATE/COUNTY-  CO/MONTROSE
 JL0645  USGS QUAD   -  OLATHE (1982)
 JL0645
 JL0645                         *CURRENT SURVEY CONTROL
 JL0645  ___________________________________________________________________
 JL0645* NAD 83(1986)-  38 36 13.     (N)    107 58 53.     (W)     SCALED    
 JL0645* NAVD 88     -      1632.125  (meters)    5354.73   (feet)  ADJUSTED  
 JL0645  ___________________________________________________________________
 JL0645  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 JL0645  DYNAMIC HT  -        1630.383 (meters)    5349.01  (feet)  COMP
 JL0645  MODELED GRAV-     979,504.2   (mgal)                       NAVD 88
 JL0645
 JL0645  VERT ORDER  -  FIRST     CLASS II
 JL0645
 JL0645.The horizontal coordinates were scaled from a topographic map and have
 JL0645.an estimated accuracy of +/- 6 seconds.
 JL0645
 JL0645.The orthometric height was determined by differential leveling
 JL0645.and adjusted by the National Geodetic Survey in June 1991..
 JL0645
 JL0645.The geoid height was determined by GEOID03.
 JL0645
 JL0645.The dynamic height is computed by dividing the NAVD 88
 JL0645.geopotential number by the normal gravity value computed on the
 JL0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0645.degrees latitude (g = 980.6199 gals.).
 JL0645
 JL0645.The modeled gravity was interpolated from observed gravity values.
 JL0645
 JL0645;                    North         East    Units  Estimated Accuracy
 JL0645;SPC CO S     -   522,650.      698,270.      MT  (+/- 180 meters Scaled)
 JL0645
 JL0645                          SUPERSEDED SURVEY CONTROL
 JL0645
 JL0645.No superseded survey control is available for this station.
 JL0645
 JL0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC403770(NAD 83)
 JL0645_MARKER: I = METAL ROD
 JL0645_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JL0645_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JL0645_STAMPING: M 416 1984
 JL0645_MARK LOGO: NGS   
 JL0645_PROJECTION: FLUSH
 JL0645_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0645+STABILITY: POSITION/ELEVATION WELL
 JL0645_ROD/PIPE-DEPTH: 13.4 meters
 JL0645_SLEEVE-DEPTH  : 13.1 meters
 JL0645
 JL0645  HISTORY     - Date     Condition        Report By
 JL0645  HISTORY     - 1984     MONUMENTED       NGS
 JL0645
 JL0645                          STATION DESCRIPTION
 JL0645
 JL0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0645'IN OLATHE.
 JL0645'IN OLATHE, AT THE INTERSECTION OF 6TH STREET AND THE DENVER AND RIO
 JL0645'GRANDE WESTERN RAILROAD, 62.2 M (204.1 FT) SOUTHEAST OF THE CENTER OF
 JL0645'5TH STREET, 55.2 M (181.1 FT) NORTHWEST OF THE CENTER OF THE STREET,
 JL0645'19.1 M (34.1 FT) SOUTHWEST OF THE CENTER OF WORTMAN AVENUE, 5.8 M
 JL0645'(19.0 FT) NORTHEAST OF THE NEAR RAIL, AND 2.2 M (7.2 FT) SOUTHEAST OF
 JL0645'A UTILITY POLE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 JL0645'LOGO CAP.
 JL0645'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 JL0645'THE MARK IS 0.3 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0913 ***********************************************************************
 JK0913  DESIGNATION -  M 417
 JK0913  PID         -  JK0913
 JK0913  STATE/COUNTY-  CO/FREMONT
 JK0913  USGS QUAD   -  SALIDA EAST (1983)
 JK0913
 JK0913                         *CURRENT SURVEY CONTROL
 JK0913  ___________________________________________________________________
 JK0913* NAD 83(1986)-  38 30 07.     (N)    105 55 59.     (W)     SCALED    
 JK0913* NAVD 88     -      2110.178  (meters)    6923.14   (feet)  ADJUSTED  
 JK0913  ___________________________________________________________________
 JK0913  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 JK0913  DYNAMIC HT  -        2107.656 (meters)    6914.87  (feet)  COMP
 JK0913  MODELED GRAV-     979,358.7   (mgal)                       NAVD 88
 JK0913
 JK0913  VERT ORDER  -  FIRST     CLASS II
 JK0913
 JK0913.The horizontal coordinates were scaled from a topographic map and have
 JK0913.an estimated accuracy of +/- 6 seconds.
 JK0913
 JK0913.The orthometric height was determined by differential leveling
 JK0913.and adjusted by the National Geodetic Survey in June 1991..
 JK0913
 JK0913.The geoid height was determined by GEOID03.
 JK0913
 JK0913.The dynamic height is computed by dividing the NAVD 88
 JK0913.geopotential number by the normal gravity value computed on the
 JK0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0913.degrees latitude (g = 980.6199 gals.).
 JK0913
 JK0913.The modeled gravity was interpolated from observed gravity values.
 JK0913
 JK0913;                    North         East    Units  Estimated Accuracy
 JK0913;SPC CO C     -   379,110.      876,630.      MT  (+/- 180 meters Scaled)
 JK0913
 JK0913                          SUPERSEDED SURVEY CONTROL
 JK0913
 JK0913.No superseded survey control is available for this station.
 JK0913
 JK0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC186619(NAD 83)
 JK0913_MARKER: DB = BENCH MARK DISK
 JK0913_SETTING: 66 = SET IN ROCK OUTCROP
 JK0913_SP_SET: ROCK OUTCROP
 JK0913_STAMPING: M 417 1984
 JK0913_MARK LOGO: NGS   
 JK0913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0913
 JK0913  HISTORY     - Date     Condition        Report By
 JK0913  HISTORY     - 1984     MONUMENTED       NGS
 JK0913
 JK0913                          STATION DESCRIPTION
 JK0913
 JK0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0913'13.7 KM (8.5 MI) EAST FROM PONCHA SPRINGS.
 JK0913'13.7 KM (8.5 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS SOUTH
 JK0913'JUNCTION WITH U.S. HIGHWAY 285 IN PONCHA SPRINGS, NEAR THE CENTER OF
 JK0913'A 20 BY 63 FOOT EXPOSED AREA OF OUTCROPPING BEDROCK IN A HIGHWAY CUT,
 JK0913'0.6 KM (0.35 MI) EAST OF THE CHAFFEE-FREMONT COUNTY LINE, 18.1 M
 JK0913'(59.4 FT) SOUTHEAST OF MILEPOST 226, 10.6 M (34.8 FT) SOUTHWEST OF
 JK0913'THE CENTERLINE OF THE HIGHWAY, 9.6 M (31.5 FT) NORTHWEST OF THE
 JK0913'SOUTHEAST END OF THE CUT, 9.5 M (31.2 FT) SOUTHEAST OF THE NORTHWEST
 JK0913'END OF THE CUT, AND 0.1 M (0.3 FT) SOUTHWEST OF THE NORTHEAST END OF
 JK0913'THE CUT.
 JK0913'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 JK0913'THE MARK IS 1.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0378 ***********************************************************************
 LK0378  DESIGNATION -  M 418
 LK0378  PID         -  LK0378
 LK0378  STATE/COUNTY-  CO/MORGAN
 LK0378  USGS QUAD   -  BRUSH WEST (1984)
 LK0378
 LK0378                         *CURRENT SURVEY CONTROL
 LK0378  ___________________________________________________________________
 LK0378* NAD 83(1992)-  40 16 05.94858(N)    103 41 48.58406(W)     ADJUSTED  
 LK0378* NAVD 88     -      1295.305  (meters)    4249.68   (feet)  ADJUSTED  
 LK0378  ___________________________________________________________________
 LK0378  X           -  -1,154,199.948 (meters)                     COMP
 LK0378  Y           -  -4,735,857.571 (meters)                     COMP
 LK0378  Z           -   4,101,588.325 (meters)                     COMP
 LK0378  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 LK0378  ELLIP HEIGHT-        1275.76  (meters)          (12/03/02) GPS OBS
 LK0378  GEOID HEIGHT-         -19.58  (meters)                     GEOID03
 LK0378  DYNAMIC HT  -        1294.276 (meters)    4246.30  (feet)  COMP
 LK0378  MODELED GRAV-     979,786.2   (mgal)                       NAVD 88
 LK0378
 LK0378  HORZ ORDER  -  FIRST
 LK0378  VERT ORDER  -  FIRST     CLASS II
 LK0378  ELLP ORDER  -  FOURTH    CLASS II
 LK0378
 LK0378.The horizontal coordinates were established by GPS observations
 LK0378.and adjusted by the National Geodetic Survey in August 1998..
 LK0378
 LK0378.The orthometric height was determined by differential leveling
 LK0378.and adjusted by the National Geodetic Survey in June 1991..
 LK0378
 LK0378.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0378
 LK0378.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0378
 LK0378.The ellipsoidal height was determined by GPS observations
 LK0378.and is referenced to NAD 83.
 LK0378
 LK0378.The geoid height was determined by GEOID03.
 LK0378
 LK0378.The dynamic height is computed by dividing the NAVD 88
 LK0378.geopotential number by the normal gravity value computed on the
 LK0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0378.degrees latitude (g = 980.6199 gals.).
 LK0378
 LK0378.The modeled gravity was interpolated from observed gravity values.
 LK0378
 LK0378;                    North         East     Units Scale Factor Converg.
 LK0378;SPC CO N     -   410,171.969 1,067,760.002   MT  0.99995689   +1 09 54.3
 LK0378;SPC CO N     - 1,345,705.87  3,503,142.61   sFT  0.99995689   +1 09 54.3
 LK0378;UTM  13      - 4,458,353.259   610,803.267   MT  0.99975113   +0 50 32.7
 LK0378
 LK0378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0378!SPC CO N     -   0.99979991  x   0.99995689  =   0.99975681
 LK0378!UTM  13      -   0.99979991  x   0.99975113  =   0.99955109
 LK0378
 LK0378                          SUPERSEDED SURVEY CONTROL
 LK0378
 LK0378  ELLIP H (08/11/98) 1275.74   (m)                       GP(       ) 4 1
 LK0378  NAVD 88 (08/11/98) 1295.31   (m)         4249.7    (f) LEVELING    3  
 LK0378
 LK0378.Superseded values are not recommended for survey control.
 LK0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0378.See file dsdata.txt to determine how the superseded data were derived.
 LK0378
 LK0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE1080358353(NAD 83)
 LK0378_MARKER: I = METAL ROD
 LK0378_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0378_SP_SET: STAINLESS STEEL ROD
 LK0378_STAMPING: M 418 1984
 LK0378_MARK LOGO: NGS   
 LK0378_PROJECTION: FLUSH
 LK0378_MAGNETIC: I = MARKER IS A STEEL ROD
 LK0378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0378+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1997
 LK0378_ROD/PIPE-DEPTH: 22.0 meters
 LK0378
 LK0378  HISTORY     - Date     Condition        Report By
 LK0378  HISTORY     - 1984     MONUMENTED       NGS
 LK0378  HISTORY     - 19970505 GOOD             NGS
 LK0378
 LK0378                          STATION DESCRIPTION
 LK0378
 LK0378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LK0378'9.1 KM (5.65 MI) EAST FROM FORT MORGAN.
 LK0378'9.1 KM (5.65 MI) EASTERLY ALONG INTERSTATE HIGHWAY 76 FROM ITS
 LK0378'JUNCTION WITH STATE HIGHWAY 52 IN FORT MORGAN, 32.3 M (106.0 FT)
 LK0378'SOUTH OF THE CENTER OF A OFF RAMP ROAD, 26.9 M (88.3 FT) NORTH OF THE
 LK0378'CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 16.2 M (53.1 FT)
 LK0378'EAST OF THE CENTER OF A PAVED ROAD, 15.9 M (52.2 FT) NORTH OF THE
 LK0378'NORTHEAST CORNER OF A HIGHWAY BRIDGE, AND 3.1 M (10.2 FT) SOUTH OF
 LK0378'UTILITY POLE NUMBER 69.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LK0378'5-INCH LOGO CAP.
 LK0378'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LK0378'THE MARK IS ABOVE LEVEL WITH THE OFF RAMP ROAD.
 LK0378
 LK0378                          STATION RECOVERY (1997)
 LK0378
 LK0378'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 LK0378'THE STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) SOUTHWEST OF SNYDER, 5.0
 LK0378'MI (8.0 KM) EAST OF FORT MORGAN AND 4.0 MI (6.4 KM) WEST OF BRUSH, IN
 LK0378'THE WEST CENTER OF SECTION 31, T 4 N, R 56 W, AT INTERSTATE HIGHWAY 76
 LK0378'MILEPOST 85.75.  OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION
 LK0378'RIGHT-OF-WAY  TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 LK0378'HIGHWAY 76 AND STATE HIGHWAY 52 AT FORT MORGAN, GO EAST ON THE
 LK0378'INTERSTATE FOR 5.65 MI (9.09 KM) TO EXIT 86, DODD BRIDGE ROAD AND EXIT
 LK0378'THE INTERSTATE.  PASS UNDER THE INTERSTATE GOING NORTH TO THE STATION
 LK0378'ON THE RIGHT, JUST AFTER PASSING UNDER THE UNDERPASS  THE MARK IS A
 LK0378'PUNCH HOLE, TOP CENTER ON A 22.0 M (72.2 FT) LONG STAINLESS STEEL ROD
 LK0378'DRIVEN TO REFUSAL, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID,
 LK0378'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 32.3 M
 LK0378'(106.0 FT) SOUTH OF THE CENTER OF AN OFF RAMP ROAD, 26.9 M (88.3 FT)
 LK0378'NORTH OF THE CENTER LINE OF THE WEST BOUND LANES OF THE HIGHWAY, 16.2
 LK0378'M (53.1 FT) EAST OF THE CENTER OF DODD BRIDGE ROAD, 15.9 M (52.2 FT)
 LK0378'NORTH OF THE NORTHEAST CORNER OF A HIGHWAY BRIDGE, 3.1 M (10.2 FT)
 LK0378'SOUTH OF UTILITY POLE NUMBER 69, 0.3 M (1.0 FT) NORTH FROM A WITNESS
 LK0378'POST AND ABOUT LEVEL WITH THE OFF RAMP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0396 ***********************************************************************
 LK0396  DESIGNATION -  M 419
 LK0396  PID         -  LK0396
 LK0396  STATE/COUNTY-  CO/LOGAN
 LK0396  USGS QUAD   -  MESSEX (1984)
 LK0396
 LK0396                         *CURRENT SURVEY CONTROL
 LK0396  ___________________________________________________________________
 LK0396* NAD 83(1986)-  40 27 38.     (N)    103 22 42.     (W)     SCALED    
 LK0396* NAVD 88     -      1235.352  (meters)    4052.98   (feet)  ADJUSTED  
 LK0396  ___________________________________________________________________
 LK0396  GEOID HEIGHT-         -19.70  (meters)                     GEOID03
 LK0396  DYNAMIC HT  -        1234.413 (meters)    4049.90  (feet)  COMP
 LK0396  MODELED GRAV-     979,821.8   (mgal)                       NAVD 88
 LK0396
 LK0396  VERT ORDER  -  FIRST     CLASS II
 LK0396
 LK0396.The horizontal coordinates were scaled from a topographic map and have
 LK0396.an estimated accuracy of +/- 6 seconds.
 LK0396
 LK0396.The orthometric height was determined by differential leveling
 LK0396.and adjusted by the National Geodetic Survey in June 1991..
 LK0396
 LK0396.The geoid height was determined by GEOID03.
 LK0396
 LK0396.The dynamic height is computed by dividing the NAVD 88
 LK0396.geopotential number by the normal gravity value computed on the
 LK0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0396.degrees latitude (g = 980.6199 gals.).
 LK0396
 LK0396.The modeled gravity was interpolated from observed gravity values.
 LK0396
 LK0396;                    North         East    Units  Estimated Accuracy
 LK0396;SPC CO N     -   432,110.    1,094,330.      MT  (+/- 180 meters Scaled)
 LK0396
 LK0396                          SUPERSEDED SURVEY CONTROL
 LK0396
 LK0396.No superseded survey control is available for this station.
 LK0396
 LK0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE374801(NAD 83)
 LK0396_MARKER: I = METAL ROD
 LK0396_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0396_SP_SET: STAINLESS STEEL ROD
 LK0396_STAMPING: M 419 1984
 LK0396_MARK LOGO: NGS   
 LK0396_PROJECTION: FLUSH
 LK0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0396_ROD/PIPE-DEPTH: 22.0 meters
 LK0396
 LK0396  HISTORY     - Date     Condition        Report By
 LK0396  HISTORY     - 1984     MONUMENTED       NGS
 LK0396
 LK0396                          STATION DESCRIPTION
 LK0396
 LK0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 LK0396'23.3 KM (14.5 MI) SW FROM STERLING.
 LK0396'23.3 KM (14.5 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 6 FROM ITS
 LK0396'JUNCTION WITH FRONT STREET IN STERLING, 42.7 M (140.1 FT) EAST OF THE
 LK0396'CENTERLINE OF THE HIGHWAY, 40.3 M (132.2 FT) SOUTHEAST OF THE
 LK0396'SOUTHEAST CORNER OF A SMALL HIGHWAY BRIDGE OVER PAWNEE DITCH, 25.3
 LK0396'(83.0 FT) EAST OF UTILITY POLE NUMBER 3, 18.7 M (61.4 FT) NORTH OF
 LK0396'UTILITY POLE NUMBER 350 WITH THREE GUY WIRES, 6.1 M (20.0 FT) SOUTH
 LK0396'OF THE CENTER OF A TRACK ROAD LEADING EAST, AND 4.0 M (13.1 FT) WEST
 LK0396'OF THE CENTER OF A GATE AND FIELD ENTRANCE.  NOTE--ACCESS TO DATUM
 LK0396'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LK0396'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 LK0396'THE MARK IS 1.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0103 ***********************************************************************
 HM0103  DESIGNATION -  M 42
 HM0103  PID         -  HM0103
 HM0103  STATE/COUNTY-  CO/MONTEZUMA
 HM0103  USGS QUAD   -  BOWDISH CANYON (1979)
 HM0103
 HM0103                         *CURRENT SURVEY CONTROL
 HM0103  ___________________________________________________________________
 HM0103* NAD 83(1986)-  37 19 24.     (N)    108 54 40.     (W)     SCALED    
 HM0103* NAVD 88     -      1577.194  (meters)    5174.51   (feet)  POSTED    
 HM0103  ___________________________________________________________________
 HM0103  GEOID HEIGHT-         -20.14  (meters)                     GEOID03
 HM0103  DYNAMIC HT  -        1575.340 (meters)    5168.43  (feet)  COMP
 HM0103  MODELED GRAV-     979,401.7   (mgal)                       NAVD 88
 HM0103
 HM0103  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 HM0103
 HM0103.The horizontal coordinates were scaled from a topographic map and have
 HM0103.an estimated accuracy of +/- 6 seconds.
 HM0103
 HM0103.The orthometric height was determined by differential leveling
 HM0103.and adjusted by the National Geodetic Survey in 1992..
 HM0103.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 HM0103.rate of 3.1 thru 4.0 mm/km.
 HM0103
 HM0103.The geoid height was determined by GEOID03.
 HM0103
 HM0103.The dynamic height is computed by dividing the NAVD 88
 HM0103.geopotential number by the normal gravity value computed on the
 HM0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0103.degrees latitude (g = 980.6199 gals.).
 HM0103
 HM0103.The modeled gravity was interpolated from observed gravity values.
 HM0103
 HM0103;                    North         East    Units  Estimated Accuracy
 HM0103;SPC CO S     -   383,200.      612,140.      MT  (+/- 180 meters Scaled)
 HM0103
 HM0103                          SUPERSEDED SURVEY CONTROL
 HM0103
 HM0103  NGVD 29 (??/??/92) 1576.163  (m)         5171.13   (f) ADJ UNCH    1 2
 HM0103
 HM0103.Superseded values are not recommended for survey control.
 HM0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0103.See file dsdata.txt to determine how the superseded data were derived.
 HM0103
 HM0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG850327(NAD 83)
 HM0103_MARKER: DB = BENCH MARK DISK
 HM0103_SETTING: 80 = SET IN A BOULDER
 HM0103_SP_SET: BOULDER
 HM0103_STAMPING: M 42 1934
 HM0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0103+STABILITY: SURFACE MOTION
 HM0103
 HM0103  HISTORY     - Date     Condition        Report By
 HM0103  HISTORY     - 1934     MONUMENTED       CGS
 HM0103  HISTORY     - 1975     MARK NOT FOUND   USGS
 HM0103
 HM0103                          STATION DESCRIPTION
 HM0103
 HM0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0103'22.4 MI SW FROM CORTEZ.
 HM0103'22.4 MILES S.W. ALONG CORTEZ-BLUFF ROAD.  15 FT. NORTH OF CENTER LINE
 HM0103'OF CORTEZ-BLUFF ROAD 5.5 FT. ABOVE SURFACE OF ROAD SET IN LARGE
 HM0103'SANDSTONE BOULDER.
 HM0103
 HM0103                          STATION RECOVERY (1975)
 HM0103
 HM0103'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 HM0103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0157 ***********************************************************************
 KM0157  DESIGNATION -  M 420
 KM0157  PID         -  KM0157
 KM0157  STATE/COUNTY-  CO/RIO BLANCO
 KM0157  USGS QUAD   -  TEXAS MOUNTAIN (1964)
 KM0157
 KM0157                         *CURRENT SURVEY CONTROL
 KM0157  ___________________________________________________________________
 KM0157* NAD 83(1986)-  39 48 40.     (N)    108 45 39.     (W)     SCALED    
 KM0157* NAVD 88     -      1855.970  (meters)    6089.13   (feet)  ADJUSTED  
 KM0157  ___________________________________________________________________
 KM0157  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 KM0157  DYNAMIC HT  -        1854.152 (meters)    6083.16  (feet)  COMP
 KM0157  MODELED GRAV-     979,580.9   (mgal)                       NAVD 88
 KM0157
 KM0157  VERT ORDER  -  FIRST     CLASS II
 KM0157
 KM0157.The horizontal coordinates were scaled from a topographic map and have
 KM0157.an estimated accuracy of +/- 6 seconds.
 KM0157
 KM0157.The orthometric height was determined by differential leveling
 KM0157.and adjusted by the National Geodetic Survey in June 1991..
 KM0157
 KM0157.The geoid height was determined by GEOID03.
 KM0157
 KM0157.The dynamic height is computed by dividing the NAVD 88
 KM0157.geopotential number by the normal gravity value computed on the
 KM0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0157.degrees latitude (g = 980.6199 gals.).
 KM0157
 KM0157.The modeled gravity was interpolated from observed gravity values.
 KM0157
 KM0157;                    North         East    Units  Estimated Accuracy
 KM0157;SPC CO N     -   362,980.      635,250.      MT  (+/- 180 meters Scaled)
 KM0157
 KM0157                          SUPERSEDED SURVEY CONTROL
 KM0157
 KM0157.No superseded survey control is available for this station.
 KM0157
 KM0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXK916091(NAD 83)
 KM0157_MARKER: DB = BENCH MARK DISK
 KM0157_SETTING: 66 = SET IN ROCK OUTCROP
 KM0157_SP_SET: ROCK OUTCROP
 KM0157_STAMPING: M 420 1984
 KM0157_MARK LOGO: NGS   
 KM0157_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0157+STABILITY: POSITION/ELEVATION WELL
 KM0157
 KM0157  HISTORY     - Date     Condition        Report By
 KM0157  HISTORY     - 1984     MONUMENTED       NGS
 KM0157
 KM0157                          STATION DESCRIPTION
 KM0157
 KM0157'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0157'35.0 KM (21.75 MI) SOUT FROM RANGELY.
 KM0157'1.8 KM (1.1 MI) EAST ALONG STATE HIGHWAY 64 FROM THE POST OFFICE IN
 KM0157'RANGELY, THENCE 33.2 KM (20.65 MI) SOUTHERLY ALONG STATE HIGHWAY 139,
 KM0157'AT THE BASE OF A LARGE ROCK LEDGE, 0.5 KM (0.3 MI) SOUTH OF THE
 KM0157'ENTRANCE ROAD TO THE WESTERN SLOPE GAS COMPANIES WEST DOUGLAS PUMPING
 KM0157'STATION, 43.9 M (144.0 FT) NORTHWEST OF MILEPOST 51, 18.1 M (59.4 FT)
 KM0157'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.3 M (1.0 FT) WEST OF THE
 KM0157'EAST END OF THE LEDGE.
 KM0157'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST
 KM0157'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0585 ***********************************************************************
 JL0585  DESIGNATION -  M 421
 JL0585  PID         -  JL0585
 JL0585  STATE/COUNTY-  CO/CHAFFEE
 JL0585  USGS QUAD   -  MAYSVILLE (1994)
 JL0585
 JL0585                         *CURRENT SURVEY CONTROL
 JL0585  ___________________________________________________________________
 JL0585* NAD 83(1986)-  38 32 10.     (N)    106 09 26.     (W)     SCALED    
 JL0585* NAVD 88     -      2459.356  (meters)    8068.74   (feet)  ADJUSTED  
 JL0585  ___________________________________________________________________
 JL0585  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 JL0585  DYNAMIC HT  -        2456.205 (meters)    8058.40  (feet)  COMP
 JL0585  MODELED GRAV-     979,259.5   (mgal)                       NAVD 88
 JL0585
 JL0585  VERT ORDER  -  FIRST     CLASS II
 JL0585
 JL0585.The horizontal coordinates were scaled from a topographic map and have
 JL0585.an estimated accuracy of +/- 6 seconds.
 JL0585
 JL0585.The orthometric height was determined by differential leveling
 JL0585.and adjusted by the National Geodetic Survey in June 1991..
 JL0585
 JL0585.The geoid height was determined by GEOID03.
 JL0585
 JL0585.The dynamic height is computed by dividing the NAVD 88
 JL0585.geopotential number by the normal gravity value computed on the
 JL0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0585.degrees latitude (g = 980.6199 gals.).
 JL0585
 JL0585.The modeled gravity was interpolated from observed gravity values.
 JL0585
 JL0585;                    North         East    Units  Estimated Accuracy
 JL0585;SPC CO C     -   383,020.      857,100.      MT  (+/- 180 meters Scaled)
 JL0585
 JL0585                          SUPERSEDED SURVEY CONTROL
 JL0585
 JL0585.No superseded survey control is available for this station.
 JL0585
 JL0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC991659(NAD 83)
 JL0585_MARKER: I = METAL ROD
 JL0585_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JL0585_SP_SET: STAINLESS STEEL ROD
 JL0585_STAMPING: M 421 1984
 JL0585_MARK LOGO: NGS   
 JL0585_PROJECTION: FLUSH
 JL0585_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0585_ROD/PIPE-DEPTH: 8.5  meters
 JL0585
 JL0585  HISTORY     - Date     Condition        Report By
 JL0585  HISTORY     - 1984     MONUMENTED       NGS
 JL0585
 JL0585                          STATION DESCRIPTION
 JL0585
 JL0585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0585'7.1 KM (4.4 MI) WEST FROM PONCHA SPRINGS.
 JL0585'7.1 KM (4.4 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS NORTH JUNCTION
 JL0585'WITH U.S. HIGHWAY 285 IN PONCHA SPRINGS, 14.5 M (47.6 FT) SOUTH OF THE
 JL0585'CENTERLINE OF THE HIGHWAY, 4.9 M (16.1 FT) WEST OF THE CENTER OF A
 JL0585'FIELD ENTRANCE, AND 0.3 M (1.0 FT) NORTH OF A FENCE.  NOTE=ACCESS TO
 JL0585'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 JL0585'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST
 JL0585'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0561 ***********************************************************************
 JL0561  DESIGNATION -  M 422
 JL0561  PID         -  JL0561
 JL0561  STATE/COUNTY-  CO/GUNNISON
 JL0561  USGS QUAD   -  PAHLONE PEAK (1967)
 JL0561
 JL0561                         *CURRENT SURVEY CONTROL
 JL0561  ___________________________________________________________________
 JL0561* NAD 83(1986)-  38 27 45.     (N)    106 20 43.     (W)     SCALED    
 JL0561* NAVD 88     -      3119.295  (meters)   10233.89   (feet)  ADJUSTED  
 JL0561  ___________________________________________________________________
 JL0561  GEOID HEIGHT-         -14.16  (meters)                     GEOID03
 JL0561  DYNAMIC HT  -        3114.929 (meters)   10219.56  (feet)  COMP
 JL0561  MODELED GRAV-     979,115.2   (mgal)                       NAVD 88
 JL0561
 JL0561  VERT ORDER  -  FIRST     CLASS II
 JL0561
 JL0561.The horizontal coordinates were scaled from a topographic map and have
 JL0561.an estimated accuracy of +/- 6 seconds.
 JL0561
 JL0561.The orthometric height was determined by differential leveling
 JL0561.and adjusted by the National Geodetic Survey in June 1991..
 JL0561
 JL0561.The geoid height was determined by GEOID03.
 JL0561
 JL0561.The dynamic height is computed by dividing the NAVD 88
 JL0561.geopotential number by the normal gravity value computed on the
 JL0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0561.degrees latitude (g = 980.6199 gals.).
 JL0561
 JL0561.The modeled gravity was interpolated from observed gravity values.
 JL0561
 JL0561;                    North         East    Units  Estimated Accuracy
 JL0561;SPC CO C     -   374,990.      840,630.      MT  (+/- 180 meters Scaled)
 JL0561
 JL0561                          SUPERSEDED SURVEY CONTROL
 JL0561
 JL0561.No superseded survey control is available for this station.
 JL0561
 JL0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC826579(NAD 83)
 JL0561_MARKER: DB = BENCH MARK DISK
 JL0561_SETTING: 66 = SET IN ROCK OUTCROP
 JL0561_SP_SET: ROCK OUTCROP
 JL0561_STAMPING: M 422 1984
 JL0561_MARK LOGO: NGS   
 JL0561_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0561+STABILITY: POSITION/ELEVATION WELL
 JL0561
 JL0561  HISTORY     - Date     Condition        Report By
 JL0561  HISTORY     - 1984     MONUMENTED       NGS
 JL0561
 JL0561                          STATION DESCRIPTION
 JL0561
 JL0561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0561'34.0 KM (21.1 MI) WEST FROM PONCHA SPRINGS.
 JL0561'34.0 KM (21.1 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS NORTH
 JL0561'JUNCTION WITH U.S. HIGHWAY 285 IN PONCHA SPRINGS, NEAR THE NORTH END
 JL0561'OF A LARGE EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 5.6 KM (3.5 MI)
 JL0561'SOUTH OF THE MONARCH PASS SUMMIT, 1.8 KM (1.1 MI) SOUTHWEST OF A
 JL0561'UTILITY LINE CROSSING, 21.5 M (70.5 FT) WEST OF THE SOUTH END OF A
 JL0561'STEEL GUARD RAIL, 19.0 M (62.3 FT) SOUTH OF THE NORTH END OF THE CUT,
 JL0561'AND 6.5 M (21.3 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 JL0561'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 JL0561'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0544 ***********************************************************************
 JL0544  DESIGNATION -  M 423
 JL0544  PID         -  JL0544
 JL0544  STATE/COUNTY-  CO/GUNNISON
 JL0544  USGS QUAD   -  DOYLEVILLE (1962)
 JL0544
 JL0544                         *CURRENT SURVEY CONTROL
 JL0544  ___________________________________________________________________
 JL0544* NAD 83(1986)-  38 26 18.     (N)    106 33 56.     (W)     SCALED    
 JL0544* NAVD 88     -      2490.220  (meters)    8170.00   (feet)  ADJUSTED  
 JL0544  ___________________________________________________________________
 JL0544  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 JL0544  DYNAMIC HT  -        2487.020 (meters)    8159.50  (feet)  COMP
 JL0544  MODELED GRAV-     979,254.1   (mgal)                       NAVD 88
 JL0544
 JL0544  VERT ORDER  -  FIRST     CLASS II
 JL0544
 JL0544.The horizontal coordinates were scaled from a topographic map and have
 JL0544.an estimated accuracy of +/- 6 seconds.
 JL0544
 JL0544.The orthometric height was determined by differential leveling
 JL0544.and adjusted by the National Geodetic Survey in June 1991..
 JL0544
 JL0544.The geoid height was determined by GEOID03.
 JL0544
 JL0544.The dynamic height is computed by dividing the NAVD 88
 JL0544.geopotential number by the normal gravity value computed on the
 JL0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0544.degrees latitude (g = 980.6199 gals.).
 JL0544
 JL0544.The modeled gravity was interpolated from observed gravity values.
 JL0544
 JL0544;                    North         East    Units  Estimated Accuracy
 JL0544;SPC CO C     -   372,510.      821,370.      MT  (+/- 180 meters Scaled)
 JL0544
 JL0544                          SUPERSEDED SURVEY CONTROL
 JL0544
 JL0544.No superseded survey control is available for this station.
 JL0544
 JL0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC633556(NAD 83)
 JL0544_MARKER: I = METAL ROD
 JL0544_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JL0544_SP_SET: STAINLESS STEEL ROD
 JL0544_STAMPING: M 423 1984
 JL0544_MARK LOGO: NGS   
 JL0544_PROJECTION: FLUSH
 JL0544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0544_ROD/PIPE-DEPTH: 3.7  meters
 JL0544
 JL0544  HISTORY     - Date     Condition        Report By
 JL0544  HISTORY     - 1984     MONUMENTED       NGS
 JL0544
 JL0544                          STATION DESCRIPTION
 JL0544
 JL0544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0544'34.8 KM (21.6 MI) EAST FROM GUNNISON.
 JL0544'34.8 KM (21.6 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JL0544'WITH STATE HIGHWAY 135 IN GUNNISON, 4.2 KM (2.6 MI) EAST OF THE
 JL0544'INTERSECTION OF COUNTY ROAD 45, 26.8 M (87.9 FT) NORTH OF THE
 JL0544'CENTERLINE OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A WIRE FENCE.
 JL0544'NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 JL0544'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JL0544'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0511 ***********************************************************************
 JL0511  DESIGNATION -  M 424
 JL0511  PID         -  JL0511
 JL0511  STATE/COUNTY-  CO/GUNNISON
 JL0511  USGS QUAD   -  CARPENTER RIDGE (1982)
 JL0511
 JL0511                         *CURRENT SURVEY CONTROL
 JL0511  ___________________________________________________________________
 JL0511* NAD 83(1986)-  38 28 55.     (N)    107 12 32.     (W)     SCALED    
 JL0511* NAVD 88     -      2304.543  (meters)    7560.82   (feet)  ADJUSTED  
 JL0511  ___________________________________________________________________
 JL0511  GEOID HEIGHT-         -14.48  (meters)                     GEOID03
 JL0511  DYNAMIC HT  -        2301.763 (meters)    7551.70  (feet)  COMP
 JL0511  MODELED GRAV-     979,339.4   (mgal)                       NAVD 88
 JL0511
 JL0511  VERT ORDER  -  FIRST     CLASS II
 JL0511
 JL0511.The horizontal coordinates were scaled from a topographic map and have
 JL0511.an estimated accuracy of +/- 6 seconds.
 JL0511
 JL0511.The orthometric height was determined by differential leveling
 JL0511.and adjusted by the National Geodetic Survey in June 1991..
 JL0511
 JL0511.The geoid height was determined by GEOID03.
 JL0511
 JL0511.The dynamic height is computed by dividing the NAVD 88
 JL0511.geopotential number by the normal gravity value computed on the
 JL0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0511.degrees latitude (g = 980.6199 gals.).
 JL0511
 JL0511.The modeled gravity was interpolated from observed gravity values.
 JL0511
 JL0511;                    North         East    Units  Estimated Accuracy
 JL0511;SPC CO C     -   378,200.      765,300.      MT  (+/- 180 meters Scaled)
 JL0511
 JL0511                          SUPERSEDED SURVEY CONTROL
 JL0511
 JL0511.No superseded survey control is available for this station.
 JL0511
 JL0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC073616(NAD 83)
 JL0511_MARKER: DB = BENCH MARK DISK
 JL0511_SETTING: 66 = SET IN ROCK OUTCROP
 JL0511_SP_SET: ROCK OUTCROP
 JL0511_STAMPING: M 424 1984
 JL0511_MARK LOGO: NGS   
 JL0511_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0511+STABILITY: POSITION/ELEVATION WELL
 JL0511
 JL0511  HISTORY     - Date     Condition        Report By
 JL0511  HISTORY     - 1984     MONUMENTED       NGS
 JL0511
 JL0511                          STATION DESCRIPTION
 JL0511
 JL0511'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0511'29.4 KM (18.25 MI) WEST FROM GUNNISON.
 JL0511'29.4 KM (18.25 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JL0511'WITH STATE HIGHWAY 135 IN GUNNISON, IN THE CENTER OF A 2 BY 4 FOOT
 JL0511'EXPOSED AREA OF BEDROCK AT THE SOUTHWEST END OF A HIGHWAY CUT, 4.1 KM
 JL0511'(2.55 MI) EAST OF THE ENTRANCE TO THE DILLON PINNACLES REST AREA,
 JL0511'3.3 KM (2.05 MI) WEST OF THE ENTRANCE TO THE EAST ELK CREEK GROUP USE
 JL0511'AREA, 14.9 M (48.9 FT) NORTHEAST OF THE CENTER OF A DRY WASH, AND 14.6
 JL0511'M (47.9 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 JL0511'THE MARK IS 0.2 METERS  SE FROM  A WITNESS POST
 JL0511'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0484 ***********************************************************************
 JL0484  DESIGNATION -  M 425
 JL0484  PID         -  JL0484
 JL0484  STATE/COUNTY-  CO/MONTROSE
 JL0484  USGS QUAD   -  CIMARRON (1983)
 JL0484
 JL0484                         *CURRENT SURVEY CONTROL
 JL0484  ___________________________________________________________________
 JL0484* NAD 83(1986)-  38 24 12.     (N)    107 30 34.     (W)     SCALED    
 JL0484* NAVD 88     -      2215.146  (meters)    7267.52   (feet)  ADJUSTED  
 JL0484  ___________________________________________________________________
 JL0484  GEOID HEIGHT-         -15.12  (meters)                     GEOID03
 JL0484  DYNAMIC HT  -        2212.442 (meters)    7258.65  (feet)  COMP
 JL0484  MODELED GRAV-     979,328.9   (mgal)                       NAVD 88
 JL0484
 JL0484  VERT ORDER  -  FIRST     CLASS II
 JL0484
 JL0484.The horizontal coordinates were scaled from a topographic map and have
 JL0484.an estimated accuracy of +/- 6 seconds.
 JL0484
 JL0484.The orthometric height was determined by differential leveling
 JL0484.and adjusted by the National Geodetic Survey in June 1991..
 JL0484
 JL0484.The geoid height was determined by GEOID03.
 JL0484
 JL0484.The dynamic height is computed by dividing the NAVD 88
 JL0484.geopotential number by the normal gravity value computed on the
 JL0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0484.degrees latitude (g = 980.6199 gals.).
 JL0484
 JL0484.The modeled gravity was interpolated from observed gravity values.
 JL0484
 JL0484;                    North         East    Units  Estimated Accuracy
 JL0484;SPC CO S     -   499,440.      738,890.      MT  (+/- 180 meters Scaled)
 JL0484
 JL0484                          SUPERSEDED SURVEY CONTROL
 JL0484
 JL0484.No superseded survey control is available for this station.
 JL0484
 JL0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC808535(NAD 83)
 JL0484_MARKER: I = METAL ROD
 JL0484_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JL0484_SP_SET: STAINLESS STEEL ROD
 JL0484_STAMPING: M 425 1984
 JL0484_MARK LOGO: NGS   
 JL0484_PROJECTION: FLUSH
 JL0484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0484_ROD/PIPE-DEPTH: 3.3  meters
 JL0484
 JL0484  HISTORY     - Date     Condition        Report By
 JL0484  HISTORY     - 1984     MONUMENTED       NGS
 JL0484
 JL0484                          STATION DESCRIPTION
 JL0484
 JL0484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0484'37.6 KM (23.35 MI) EAST FROM MONTROSE.
 JL0484'37.6 KM (23.35 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JL0484'WITH U.S. HIGHWAY 550 IN MONTROSE, 1.0 KM (0.6 MI) WEST OF THE
 JL0484'MONTROSE-GUNNISON COUNTY LINE, 0.4 KM (0.25 MI) EAST OF THE
 JL0484'INTERSECTION OF LITTLE CIMARRON ROAD LEADING SOUTH TO THE GUNNISON
 JL0484'NATIONAL FOREST, AT A HIGHWAY PULLOUT, 63.0 M (206.7 FT) SOUTHEAST OF
 JL0484'MILEPOST 116, 9.9 M (32.5 FT) SOUTHWEST OF THE CENTERLINE OF THE
 JL0484'HIGHWAY, 0.3 M (1.0 FT) NORTHEAST OF A FENCE, AND 0.3 M (1.0 FT)
 JL0484'NORTHWEST OF UTILITY POLE NUMBER 2 AND UTILITY LINE CROSSING THE
 JL0484'HIGHWAY.  NOTE=ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 JL0484'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 JL0484'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0636 ***********************************************************************
 JL0636  DESIGNATION -  M 426
 JL0636  PID         -  JL0636
 JL0636  STATE/COUNTY-  CO/MONTROSE
 JL0636  USGS QUAD   -  MONTROSE EAST (1982)
 JL0636
 JL0636                         *CURRENT SURVEY CONTROL
 JL0636  ___________________________________________________________________
 JL0636* NAD 83(1986)-  38 24 11.     (N)    107 50 28.     (W)     SCALED    
 JL0636* NAVD 88     -      1847.227  (meters)    6060.44   (feet)  ADJUSTED  
 JL0636  ___________________________________________________________________
 JL0636  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 JL0636  DYNAMIC HT  -        1845.147 (meters)    6053.62  (feet)  COMP
 JL0636  MODELED GRAV-     979,437.6   (mgal)                       NAVD 88
 JL0636
 JL0636  VERT ORDER  -  FIRST     CLASS II
 JL0636
 JL0636.The horizontal coordinates were scaled from a topographic map and have
 JL0636.an estimated accuracy of +/- 6 seconds.
 JL0636
 JL0636.The orthometric height was determined by differential leveling
 JL0636.and adjusted by the National Geodetic Survey in June 1991..
 JL0636
 JL0636.The geoid height was determined by GEOID03.
 JL0636
 JL0636.The dynamic height is computed by dividing the NAVD 88
 JL0636.geopotential number by the normal gravity value computed on the
 JL0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0636.degrees latitude (g = 980.6199 gals.).
 JL0636
 JL0636.The modeled gravity was interpolated from observed gravity values.
 JL0636
 JL0636;                    North         East    Units  Estimated Accuracy
 JL0636;SPC CO S     -   500,080.      709,930.      MT  (+/- 180 meters Scaled)
 JL0636
 JL0636                          SUPERSEDED SURVEY CONTROL
 JL0636
 JL0636.No superseded survey control is available for this station.
 JL0636
 JL0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC519543(NAD 83)
 JL0636_MARKER: I = METAL ROD
 JL0636_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JL0636+WITH SETTING: INFORMATION.
 JL0636_SP_SET: SHALLOW-SET METAL ROD
 JL0636_STAMPING: M 426 1984
 JL0636_MARK LOGO: NGS   
 JL0636_PROJECTION: FLUSH
 JL0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JL0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0636+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2004
 JL0636_ROD/PIPE-DEPTH: 1.2  meters
 JL0636
 JL0636  HISTORY     - Date     Condition        Report By
 JL0636  HISTORY     - 1984     MONUMENTED       NGS
 JL0636  HISTORY     - 20040919 GOOD             USPSQD
 JL0636
 JL0636                          STATION DESCRIPTION
 JL0636
 JL0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JL0636'9.3 KM (5.8 MI) SOUTH FROM MONTROSE.
 JL0636'9.3 KM (5.8 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM THE POST OFFICE
 JL0636'IN MONTROSE, 0.5 KM (0.3 MI) SOUTHEAST OF SOLAR ROAD, 0.4 KM (0.25 MI)
 JL0636'NORTHWEST OF A HIGHWAY BRIDGE SPANNING THE MONTROSE-DELTA CANAL, 56.7
 JL0636'M (186.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 24.6 M (80.7
 JL0636'FT) SOUTHEAST OF THE CENTER OF A FIELD ENTRANCE, 7.2 M (23.6 FT)
 JL0636'SOUTHWEST OF THE CENTER OF A GRAVELED ROAD, 1.3 M (4.3 FT) WEST OF
 JL0636'UNDERGROUND CABLE JUNCTION BOX NUMBER 61-5, AND 0.3 M (1.0 FT)
 JL0636'NORTHEAST OF A FENCE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 JL0636'5-INCH LOGO CAP.
 JL0636'THE MARK IS 0.4 METERS  NW FROM  A WITNESS POST
 JL0636'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 JL0636
 JL0636                          STATION RECOVERY (2004)
 JL0636
 JL0636'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 JL0636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0203 ***********************************************************************
 KM0203  DESIGNATION -  M 427
 KM0203  PID         -  KM0203
 KM0203  STATE/COUNTY-  CO/MESA
 KM0203  USGS QUAD   -  HIGHLINE LAKE (1968)
 KM0203
 KM0203                         *CURRENT SURVEY CONTROL
 KM0203  ___________________________________________________________________
 KM0203* NAD 83(1986)-  39 18 20.     (N)    108 49 14.     (W)     SCALED    
 KM0203* NAVD 88     -      1499.462  (meters)    4919.48   (feet)  ADJUSTED  
 KM0203  ___________________________________________________________________
 KM0203  GEOID HEIGHT-         -17.16  (meters)                     GEOID03
 KM0203  DYNAMIC HT  -        1498.037 (meters)    4914.81  (feet)  COMP
 KM0203  MODELED GRAV-     979,624.6   (mgal)                       NAVD 88
 KM0203
 KM0203  VERT ORDER  -  FIRST     CLASS II
 KM0203
 KM0203.The horizontal coordinates were scaled from a topographic map and have
 KM0203.an estimated accuracy of +/- 6 seconds.
 KM0203
 KM0203.The orthometric height was determined by differential leveling
 KM0203.and adjusted by the National Geodetic Survey in June 1991..
 KM0203
 KM0203.The geoid height was determined by GEOID03.
 KM0203
 KM0203.The dynamic height is computed by dividing the NAVD 88
 KM0203.geopotential number by the normal gravity value computed on the
 KM0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0203.degrees latitude (g = 980.6199 gals.).
 KM0203
 KM0203.The modeled gravity was interpolated from observed gravity values.
 KM0203
 KM0203;                    North         East    Units  Estimated Accuracy
 KM0203;SPC CO C     -   473,460.      628,080.      MT  (+/- 180 meters Scaled)
 KM0203
 KM0203                          SUPERSEDED SURVEY CONTROL
 KM0203
 KM0203.No superseded survey control is available for this station.
 KM0203
 KM0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ879529(NAD 83)
 KM0203_MARKER: I = METAL ROD
 KM0203_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KM0203+WITH SETTING: INFORMATION.
 KM0203_SP_SET: SHALLOW-SET METAL ROD
 KM0203_STAMPING: M 427 1984
 KM0203_MARK LOGO: NGS   
 KM0203_PROJECTION: FLUSH
 KM0203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0203+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2004
 KM0203_ROD/PIPE-DEPTH: 1.9  meters
 KM0203
 KM0203  HISTORY     - Date     Condition        Report By
 KM0203  HISTORY     - 1984     MONUMENTED       NGS
 KM0203  HISTORY     - 20040702 GOOD             NGS
 KM0203
 KM0203                          STATION DESCRIPTION
 KM0203
 KM0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0203'12.2 KM (7.6 MI) NORTH FROM LOMA.
 KM0203'12.2 KM (7.6 MI) NORTHERLY ALONG STATE HIGHWAY 139 FROM THE POST
 KM0203'OFFICE IN LOMA, 57.6 M (189.0 FT) SOUTHWEST OF MILEPOST 9, AND 28.7 M
 KM0203'(94.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE--ACCESS TO
 KM0203'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KM0203'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 KM0203'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 KM0203
 KM0203                          STATION RECOVERY (2004)
 KM0203
 KM0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DW)
 KM0203'STATION IS ABOUT 5 M SSW OF METAL WITNESS POST FOR DESTROYED BM 'F
 KM0203'153'.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0219 ***********************************************************************
 KM0219  DESIGNATION -  M 428
 KM0219  PID         -  KM0219
 KM0219  STATE/COUNTY-  CO/MESA
 KM0219  USGS QUAD   -  GRAND JUNCTION (1973)
 KM0219
 KM0219                         *CURRENT SURVEY CONTROL
 KM0219  ___________________________________________________________________
 KM0219* NAD 83(1986)-  39 03 13.     (N)    108 33 57.     (W)     SCALED    
 KM0219* NAVD 88     -      1401.582  (meters)    4598.36   (feet)  ADJUSTED  
 KM0219  ___________________________________________________________________
 KM0219  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 KM0219  DYNAMIC HT  -        1400.237 (meters)    4593.94  (feet)  COMP
 KM0219  MODELED GRAV-     979,619.5   (mgal)                       NAVD 88
 KM0219
 KM0219  VERT ORDER  -  FIRST     CLASS II
 KM0219
 KM0219.The horizontal coordinates were scaled from a topographic map and have
 KM0219.an estimated accuracy of +/- 6 seconds.
 KM0219
 KM0219.The orthometric height was determined by differential leveling
 KM0219.and adjusted by the National Geodetic Survey in June 1991..
 KM0219
 KM0219.The geoid height was determined by GEOID03.
 KM0219
 KM0219.The dynamic height is computed by dividing the NAVD 88
 KM0219.geopotential number by the normal gravity value computed on the
 KM0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0219.degrees latitude (g = 980.6199 gals.).
 KM0219
 KM0219.The modeled gravity was interpolated from observed gravity values.
 KM0219
 KM0219;                    North         East    Units  Estimated Accuracy
 KM0219;SPC CO C     -   444,740.      649,090.      MT  (+/- 180 meters Scaled)
 KM0219
 KM0219                          SUPERSEDED SURVEY CONTROL
 KM0219
 KM0219.No superseded survey control is available for this station.
 KM0219
 KM0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ106255(NAD 83)
 KM0219_MARKER: I = METAL ROD
 KM0219_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KM0219_SP_SET: STAINLESS STEEL ROD
 KM0219_STAMPING: M 428 1984
 KM0219_MARK LOGO: NGS   
 KM0219_PROJECTION: FLUSH
 KM0219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KM0219_ROD/PIPE-DEPTH: 3.1  meters
 KM0219
 KM0219  HISTORY     - Date     Condition        Report By
 KM0219  HISTORY     - 1984     MONUMENTED       NGS
 KM0219
 KM0219                          STATION DESCRIPTION
 KM0219
 KM0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0219'IN GRAND JUNCTION.
 KM0219'IN GRAND JUNCTION, AT THE JUNCTION OF U.S. HIGHWAY 50 AND THE
 KM0219'COLORADO RIVER, 10.9 M (35.8 FT) SOUTHEAST OF THE CENTERLINE OF THE
 KM0219'SOUTHEAST BOUND LANES OF THE HIGHWAY, 10.4 M (34.1 FT) SOUTHEAST OF
 KM0219'THE SOUTHEAST CORNER OF THE HIGHWAY BRIDGE, AND 4.1 M (13.5 FT)
 KM0219'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRIDGE.  NOTE--ACCESS TO
 KM0219'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KM0219'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0354 ***********************************************************************
 JM0354  DESIGNATION -  M 429
 JM0354  PID         -  JM0354
 JM0354  STATE/COUNTY-  CO/DELTA
 JM0354  USGS QUAD   -  POINT CREEK (1976)
 JM0354
 JM0354                         *CURRENT SURVEY CONTROL
 JM0354  ___________________________________________________________________
 JM0354* NAD 83(1986)-  38 47 04.     (N)    108 14 49.     (W)     SCALED    
 JM0354* NAVD 88     -      1588.320  (meters)    5211.01   (feet)  ADJUSTED  
 JM0354  ___________________________________________________________________
 JM0354  GEOID HEIGHT-         -16.74  (meters)                     GEOID03
 JM0354  DYNAMIC HT  -        1586.686 (meters)    5205.65  (feet)  COMP
 JM0354  MODELED GRAV-     979,543.8   (mgal)                       NAVD 88
 JM0354
 JM0354  VERT ORDER  -  FIRST     CLASS II
 JM0354
 JM0354.The horizontal coordinates were scaled from a topographic map and have
 JM0354.an estimated accuracy of +/- 6 seconds.
 JM0354
 JM0354.The orthometric height was determined by differential leveling
 JM0354.and adjusted by the National Geodetic Survey in June 1991..
 JM0354
 JM0354.The geoid height was determined by GEOID03.
 JM0354
 JM0354.The dynamic height is computed by dividing the NAVD 88
 JM0354.geopotential number by the normal gravity value computed on the
 JM0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0354.degrees latitude (g = 980.6199 gals.).
 JM0354
 JM0354.The modeled gravity was interpolated from observed gravity values.
 JM0354
 JM0354;                    North         East    Units  Estimated Accuracy
 JM0354;SPC CO C     -   413,990.      675,770.      MT  (+/- 180 meters Scaled)
 JM0354
 JM0354                          SUPERSEDED SURVEY CONTROL
 JM0354
 JM0354.No superseded survey control is available for this station.
 JM0354
 JM0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH391964(NAD 83)
 JM0354_MARKER: I = METAL ROD
 JM0354_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JM0354_SP_SET: STAINLESS STEEL ROD
 JM0354_STAMPING: M 429 1984
 JM0354_MARK LOGO: NGS   
 JM0354_PROJECTION: FLUSH
 JM0354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JM0354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0354+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2006
 JM0354_ROD/PIPE-DEPTH: 7.3  meters
 JM0354
 JM0354  HISTORY     - Date     Condition        Report By
 JM0354  HISTORY     - 1984     MONUMENTED       NGS
 JM0354  HISTORY     - 20060227 GOOD             GEOCAC
 JM0354
 JM0354                          STATION DESCRIPTION
 JM0354
 JM0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JM0354'18.5 KM (11.5 MI) NW FROM DELTA.
 JM0354'18.5 KM (11.5 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 50 FROM ITS
 JM0354'JUNCTION WITH STATE HIGHWAY 92 IN DELTA, AT A REST AREA, 62.2 M
 JM0354'(204.1 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEAST BOUND LANES
 JM0354'OF THE HIGHWAY, 29.9 M (98.1 FT) SOUTHEAST OF THE CENTER OF A ROAD,
 JM0354'AND 5.5 M (18.0 FT) SOUTHWEST OF A FENCE CORNER.  NOTE--ACCESS TO
 JM0354'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JM0354'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 JM0354'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 JM0354
 JM0354                          STATION RECOVERY (2006)
 JM0354
 JM0354'RECOVERY NOTE BY GEOCACHING 2006 (BAB)
 JM0354'REST AREA HAS BEEN REPLACED WITH PARKING AREA
 JM0354'NOW 37M SOUTH WEST OF FENCE CORNER WITNESS POST MISSING
 JM0354'COVERED WITH .1M OF ASPHALT GRINDINGS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0024 ***********************************************************************
 LM0024  DESIGNATION -  M 43
 LM0024  PID         -  LM0024
 LM0024  STATE/COUNTY-  CO/JACKSON
 LM0024  USGS QUAD   -  COWDREY (1956)
 LM0024
 LM0024                         *CURRENT SURVEY CONTROL
 LM0024  ___________________________________________________________________
 LM0024* NAD 83(1986)-  40 49 30.     (N)    106 18 21.     (W)     SCALED    
 LM0024* NAVD 88     -      2425.365  (meters)    7957.22   (feet)  ADJUSTED  
 LM0024  ___________________________________________________________________
 LM0024  GEOID HEIGHT-         -11.76  (meters)                     GEOID03
 LM0024  DYNAMIC HT  -        2422.882 (meters)    7949.07  (feet)  COMP
 LM0024  MODELED GRAV-     979,513.4   (mgal)                       NAVD 88
 LM0024
 LM0024  VERT ORDER  -  FIRST     CLASS II
 LM0024
 LM0024.The horizontal coordinates were scaled from a topographic map and have
 LM0024.an estimated accuracy of +/- 6 seconds.
 LM0024
 LM0024.The orthometric height was determined by differential leveling
 LM0024.and adjusted by the National Geodetic Survey in June 1991..
 LM0024
 LM0024.The geoid height was determined by GEOID03.
 LM0024
 LM0024.The dynamic height is computed by dividing the NAVD 88
 LM0024.geopotential number by the normal gravity value computed on the
 LM0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0024.degrees latitude (g = 980.6199 gals.).
 LM0024
 LM0024.The modeled gravity was interpolated from observed gravity values.
 LM0024
 LM0024;                    North         East    Units  Estimated Accuracy
 LM0024;SPC CO N     -   470,740.      846,420.      MT  (+/- 180 meters Scaled)
 LM0024
 LM0024                          SUPERSEDED SURVEY CONTROL
 LM0024
 LM0024  NGVD 29 (??/??/92) 2424.014  (m)         7952.79   (f) ADJ UNCH    1 2
 LM0024
 LM0024.Superseded values are not recommended for survey control.
 LM0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0024.See file dsdata.txt to determine how the superseded data were derived.
 LM0024
 LM0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF898201(NAD 83)
 LM0024_MARKER: DB = BENCH MARK DISK
 LM0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0024_STAMPING: M 43 1934
 LM0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0024+STABILITY: SURFACE MOTION
 LM0024
 LM0024  HISTORY     - Date     Condition        Report By
 LM0024  HISTORY     - 1934     MONUMENTED       CGS
 LM0024  HISTORY     - 1956     GOOD             NGS
 LM0024  HISTORY     - 1968     GOOD             NGS
 LM0024
 LM0024                          STATION DESCRIPTION
 LM0024
 LM0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LM0024'6.9 MI N FROM WALDEN.
 LM0024'6.9 MILES NORTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 LM0024'RAILROAD FROM THE STATION AT WALDEN, 9 1/2 POLES SOUTH OF MILEPOST 85,
 LM0024'AT A PRIVATE ROAD CROSSING, 145 FEET EAST OF THE EAST CORNER OF A
 LM0024'RANCHHOUSE, 45.5 FEET WEST OF THE WEST RAIL, 31 FEET NORTH OF THE
 LM0024'CENTER LINE OF A PRIVATE ROAD, 2.7 FEET EAST OF A FENCE, 2 FEET SOUTH
 LM0024'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LM0024'0.4 FOOT ABOVE THE GROUND, IN SECTION 19, TOWNSHIP 10 NORTH, RANGE 79
 LM0024'WEST.
 LM0024
 LM0024                          STATION RECOVERY (1968)
 LM0024
 LM0024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 LM0024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0963 ***********************************************************************
 JK0963  DESIGNATION -  M 430
 JK0963  PID         -  JK0963
 JK0963  STATE/COUNTY-  CO/FREMONT
 JK0963  USGS QUAD   -  PIERCE GULCH (1994)
 JK0963
 JK0963                         *CURRENT SURVEY CONTROL
 JK0963  ___________________________________________________________________
 JK0963* NAD 83(1986)-  38 22 40.     (N)    104 56 59.     (W)     SCALED    
 JK0963* NAVD 88     -      1543.828  (meters)    5065.04   (feet)  ADJUSTED  
 JK0963  ___________________________________________________________________
 JK0963  GEOID HEIGHT-         -17.68  (meters)                     GEOID03
 JK0963  DYNAMIC HT  -        1542.184 (meters)    5059.65  (feet)  COMP
 JK0963  MODELED GRAV-     979,510.8   (mgal)                       NAVD 88
 JK0963
 JK0963  VERT ORDER  -  FIRST     CLASS II
 JK0963
 JK0963.The horizontal coordinates were scaled from a topographic map and have
 JK0963.an estimated accuracy of +/- 6 seconds.
 JK0963
 JK0963.The orthometric height was determined by differential leveling
 JK0963.and adjusted by the National Geodetic Survey in June 1991..
 JK0963
 JK0963.The geoid height was determined by GEOID03.
 JK0963
 JK0963.The dynamic height is computed by dividing the NAVD 88
 JK0963.geopotential number by the normal gravity value computed on the
 JK0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0963.degrees latitude (g = 980.6199 gals.).
 JK0963
 JK0963.The modeled gravity was interpolated from observed gravity values.
 JK0963
 JK0963;                    North         East    Units  Estimated Accuracy
 JK0963;SPC CO C     -   365,380.      962,490.      MT  (+/- 180 meters Scaled)
 JK0963
 JK0963                          SUPERSEDED SURVEY CONTROL
 JK0963
 JK0963.No superseded survey control is available for this station.
 JK0963
 JK0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC043477(NAD 83)
 JK0963_MARKER: DB = BENCH MARK DISK
 JK0963_SETTING: 66 = SET IN ROCK OUTCROP
 JK0963_SP_SET: ROCK OUTCROP
 JK0963_STAMPING: M 430 1984
 JK0963_MARK LOGO: NGS   
 JK0963_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0963+STABILITY: POSITION/ELEVATION WELL
 JK0963
 JK0963  HISTORY     - Date     Condition        Report By
 JK0963  HISTORY     - 1984     MONUMENTED       NGS
 JK0963
 JK0963                          STATION DESCRIPTION
 JK0963
 JK0963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 JK0963'27.7 KM (17.2 MI) EAST FROM CANON CITY.
 JK0963'27.7 KM (17.2 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JK0963'WITH STATE HIGHWAY 115 IN CANON CITY, IN THE CENTER OF A 2 BY 3 FOOT
 JK0963'EXPOSED AREA OF OUTCROPPING BEDROCK, 1.1 KM (0.7 MI) NORTHWEST OF THE
 JK0963'FREMONT-PUEBLO COUNTY LINE, 11.9 M (39.0 FT) SOUTHWEST OF THE
 JK0963'CENTERLINE OF THE EAST BOUND LANES OF THE HIGHWAY, 10.1 M (33.1 FT)
 JK0963'WEST OF THE SOUTHWEST END OF HIGHWAY BRIDGE NUMBER K 17 H SPANNING
 JK0963'BEAVER CREEK, AND 3.2 M (10.5 FT) SOUTHWEST OF A GUARD RAIL.
 JK0963'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 JK0963'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0930 ***********************************************************************
 JK0930  DESIGNATION -  M 431
 JK0930  PID         -  JK0930
 JK0930  STATE/COUNTY-  CO/FREMONT
 JK0930  USGS QUAD   -  ECHO (1980)
 JK0930
 JK0930                         *CURRENT SURVEY CONTROL
 JK0930  ___________________________________________________________________
 JK0930* NAD 83(1986)-  38 25 52.     (N)    105 32 31.     (W)     SCALED    
 JK0930* NAVD 88     -      1861.405  (meters)    6106.96   (feet)  ADJUSTED  
 JK0930  ___________________________________________________________________
 JK0930  GEOID HEIGHT-         -15.16  (meters)                     GEOID03
 JK0930  DYNAMIC HT  -        1859.271 (meters)    6099.96  (feet)  COMP
 JK0930  MODELED GRAV-     979,416.5   (mgal)                       NAVD 88
 JK0930
 JK0930  VERT ORDER  -  FIRST     CLASS II
 JK0930
 JK0930.The horizontal coordinates were scaled from a topographic map and have
 JK0930.an estimated accuracy of +/- 6 seconds.
 JK0930
 JK0930.The orthometric height was determined by differential leveling
 JK0930.and adjusted by the National Geodetic Survey in June 1991..
 JK0930
 JK0930.The geoid height was determined by GEOID03.
 JK0930
 JK0930.The dynamic height is computed by dividing the NAVD 88
 JK0930.geopotential number by the normal gravity value computed on the
 JK0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0930.degrees latitude (g = 980.6199 gals.).
 JK0930
 JK0930.The modeled gravity was interpolated from observed gravity values.
 JK0930
 JK0930;                    North         East    Units  Estimated Accuracy
 JK0930;SPC CO C     -   371,160.      910,740.      MT  (+/- 180 meters Scaled)
 JK0930
 JK0930                          SUPERSEDED SURVEY CONTROL
 JK0930
 JK0930.No superseded survey control is available for this station.
 JK0930
 JK0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC526537(NAD 83)
 JK0930_MARKER: DB = BENCH MARK DISK
 JK0930_SETTING: 66 = SET IN ROCK OUTCROP
 JK0930_SP_SET: ROCK OUTCROP
 JK0930_STAMPING: M 431 1985
 JK0930_MARK LOGO: NGS   
 JK0930_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0930+STABILITY: POSITION/ELEVATION WELL
 JK0930
 JK0930  HISTORY     - Date     Condition        Report By
 JK0930  HISTORY     - 1985     MONUMENTED       NGS
 JK0930
 JK0930                          STATION DESCRIPTION
 JK0930
 JK0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JK0930'36.9 KM (22.9 MI) WEST FROM CANON CITY.
 JK0930'36.9 KM (22.9 MI) WESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION
 JK0930'WITH STATE HIGHWAY 115 IN CANON CITY, IN AN EXPOSED AREA OF BEDROCK
 JK0930'IN A LARGE HIGHWAY CUT, 163.0 M (534.8 FT) NORTHEAST OF MILEPOST 256,
 JK0930'29.2 M (95.8 FT) NORTHEAST OF THE SOUTHWEST END OF A 24-INCH METAL
 JK0930'PIPE CULVERT, AND 7.2 M (23.6 FT) SOUTHEAST OF THE CENTERLINE OF THE
 JK0930'HIGHWAY.
 JK0930'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 JK0930'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0681 ***********************************************************************
 JJ0681  DESIGNATION -  M 432
 JJ0681  PID         -  JJ0681
 JJ0681  STATE/COUNTY-  CO/OTERO
 JJ0681  USGS QUAD   -  HADLEY (1953)
 JJ0681
 JJ0681                         *CURRENT SURVEY CONTROL
 JJ0681  ___________________________________________________________________
 JJ0681* NAD 83(1986)-  38 02 18.     (N)    103 23 56.     (W)     SCALED    
 JJ0681* NAVD 88     -      1220.558  (meters)    4004.45   (feet)  ADJUSTED  
 JJ0681  ___________________________________________________________________
 JJ0681  GEOID HEIGHT-         -22.25  (meters)                     GEOID03
 JJ0681  DYNAMIC HT  -        1219.347 (meters)    4000.47  (feet)  COMP
 JJ0681  MODELED GRAV-     979,595.4   (mgal)                       NAVD 88
 JJ0681
 JJ0681  VERT ORDER  -  FIRST     CLASS II
 JJ0681
 JJ0681.The horizontal coordinates were scaled from a topographic map and have
 JJ0681.an estimated accuracy of +/- 6 seconds.
 JJ0681
 JJ0681.The orthometric height was determined by differential leveling
 JJ0681.and adjusted by the National Geodetic Survey in June 1991..
 JJ0681
 JJ0681.The geoid height was determined by GEOID03.
 JJ0681
 JJ0681.The dynamic height is computed by dividing the NAVD 88
 JJ0681.geopotential number by the normal gravity value computed on the
 JJ0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0681.degrees latitude (g = 980.6199 gals.).
 JJ0681
 JJ0681.The modeled gravity was interpolated from observed gravity values.
 JJ0681
 JJ0681;                    North         East    Units  Estimated Accuracy
 JJ0681;SPC CO S     -   459,110.    1,098,830.      MT  (+/- 180 meters Scaled)
 JJ0681
 JJ0681                          SUPERSEDED SURVEY CONTROL
 JJ0681
 JJ0681.No superseded survey control is available for this station.
 JJ0681
 JJ0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC405112(NAD 83)
 JJ0681_MARKER: I = METAL ROD
 JJ0681_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 JJ0681+WITH SETTING: INFORMATION.
 JJ0681_SP_SET: SHALLOW-SET METAL ROD
 JJ0681_STAMPING: M 432 1985
 JJ0681_MARK LOGO: NGS   
 JJ0681_PROJECTION: FLUSH
 JJ0681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0681_ROD/PIPE-DEPTH: 1.8  meters
 JJ0681
 JJ0681  HISTORY     - Date     Condition        Report By
 JJ0681  HISTORY     - 1985     MONUMENTED       NGS
 JJ0681
 JJ0681                          STATION DESCRIPTION
 JJ0681
 JJ0681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JJ0681'14.9 KM (9.25 MI) EAST FROM LA JUNTA.
 JJ0681'14.9 KM (9.25 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM THE SANTA FE
 JJ0681'RAILROAD STATION IN LA JUNTA, OR 16.6 KM (10.1 MI) WESTERLY ALONG
 JJ0681'U.S. HIGHWAY 50 FROM THE COURTHOUSE IN LAS ANIMAS, NEAR THE SOUTHEAST
 JJ0681'CORNER OF THE BIG TIMBERS REST AREA, 126.2 M (414.0 FT) SOUTHEAST OF
 JJ0681'THE CENTERLINE OF THE HIGHWAY, 37.6 M (123.4 FT) EAST OF THE SOUTHEAST
 JJ0681'CORNER OF A REST ROOM, 17.5 M (57.4 FT) SOUTHWEST OF THE CENTER OF
 JJ0681'COUNTY ROAD 37, AND 0.3 M (1.0 FT) NORTHEAST OF A UTILITY POLE WITH A
 JJ0681'TRANSFORMER.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 JJ0681'CAP.
 JJ0681'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 JJ0681'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0275 ***********************************************************************
 HJ0275  DESIGNATION -  M 433
 HJ0275  PID         -  HJ0275
 HJ0275  STATE/COUNTY-  CO/PROWERS
 HJ0275  USGS QUAD   -  CAT CREEK NE (1968)
 HJ0275
 HJ0275                         *CURRENT SURVEY CONTROL
 HJ0275  ___________________________________________________________________
 HJ0275* NAD 83(1986)-  37 58 35.     (N)    102 36 46.     (W)     SCALED    
 HJ0275* NAVD 88     -      1169.351  (meters)    3836.45   (feet)  ADJUSTED  
 HJ0275  ___________________________________________________________________
 HJ0275  GEOID HEIGHT-         -23.23  (meters)                     GEOID03
 HJ0275  DYNAMIC HT  -        1168.213 (meters)    3832.71  (feet)  COMP
 HJ0275  MODELED GRAV-     979,616.2   (mgal)                       NAVD 88
 HJ0275
 HJ0275  VERT ORDER  -  FIRST     CLASS II
 HJ0275
 HJ0275.The horizontal coordinates were scaled from a topographic map and have
 HJ0275.an estimated accuracy of +/- 6 seconds.
 HJ0275
 HJ0275.The orthometric height was determined by differential leveling
 HJ0275.and adjusted by the National Geodetic Survey in June 1991..
 HJ0275
 HJ0275.The geoid height was determined by GEOID03.
 HJ0275
 HJ0275.The dynamic height is computed by dividing the NAVD 88
 HJ0275.geopotential number by the normal gravity value computed on the
 HJ0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0275.degrees latitude (g = 980.6199 gals.).
 HJ0275
 HJ0275.The modeled gravity was interpolated from observed gravity values.
 HJ0275
 HJ0275;                    North         East    Units  Estimated Accuracy
 HJ0275;SPC CO S     -   454,080.    1,168,020.      MT  (+/- 180 meters Scaled)
 HJ0275
 HJ0275                          SUPERSEDED SURVEY CONTROL
 HJ0275
 HJ0275.No superseded survey control is available for this station.
 HJ0275
 HJ0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC096058(NAD 83)
 HJ0275_MARKER: I = METAL ROD
 HJ0275_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HJ0275_SP_SET: STAINLESS STEEL ROD
 HJ0275_STAMPING: M 433 1985
 HJ0275_MARK LOGO: NGS   
 HJ0275_PROJECTION: FLUSH
 HJ0275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HJ0275_ROD/PIPE-DEPTH: 4.3  meters
 HJ0275
 HJ0275  HISTORY     - Date     Condition        Report By
 HJ0275  HISTORY     - 1985     MONUMENTED       NGS
 HJ0275
 HJ0275                          STATION DESCRIPTION
 HJ0275
 HJ0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HJ0275'12.2 KM (7.6 MI) SOUTH FROM LAMAR.
 HJ0275'12.2 KM (7.6 MI) SOUTHERLY ALONG U.S. HIGHYWAY 385 FROM THE COURTHOUSE
 HJ0275'IN LAMAR, 147.0 M (482.3 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD
 HJ0275'LEADING WEST TO A TELEPHONE BUILDING, 143.6 M (471.1 FT) SOUTH OF
 HJ0275'MILEPOST 70, 22.3 M (73.2 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 HJ0275'AND 1.2 M (3.9 FT) WEST-NORTHWEST OF A UTILITY POLE.  NOTE--ACCESS TO
 HJ0275'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HJ0275'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 HJ0275'THE MARK IS 0.3 M BELOW THYE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0884 ***********************************************************************
 JK0884  DESIGNATION -  M 434
 JK0884  PID         -  JK0884
 JK0884  STATE/COUNTY-  CO/PUEBLO
 JK0884  USGS QUAD   -  NEPESTA (1960)
 JK0884
 JK0884                         *CURRENT SURVEY CONTROL
 JK0884  ___________________________________________________________________
 JK0884* NAD 83(1992)-  38 14 51.45937(N)    104 14 22.06154(W)     ADJUSTED  
 JK0884* NAVD 88     -      1359.035  (meters)    4458.77   (feet)  ADJUSTED  
 JK0884  ___________________________________________________________________
 JK0884  X           -  -1,233,936.534 (meters)                     COMP
 JK0884  Y           -  -4,862,385.164 (meters)                     COMP
 JK0884  Z           -   3,927,895.639 (meters)                     COMP
 JK0884  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 JK0884  ELLIP HEIGHT-        1338.72  (meters)          (12/03/02) GPS OBS
 JK0884  GEOID HEIGHT-         -20.34  (meters)                     GEOID03
 JK0884  DYNAMIC HT  -        1357.650 (meters)    4454.22  (feet)  COMP
 JK0884  MODELED GRAV-     979,562.7   (mgal)                       NAVD 88
 JK0884
 JK0884  HORZ ORDER  -  FIRST
 JK0884  VERT ORDER  -  FIRST     CLASS II
 JK0884  ELLP ORDER  -  FOURTH    CLASS II
 JK0884
 JK0884.The horizontal coordinates were established by GPS observations
 JK0884.and adjusted by the National Geodetic Survey in January 1997..
 JK0884
 JK0884.The orthometric height was determined by differential leveling
 JK0884.and adjusted by the National Geodetic Survey in June 1991..
 JK0884
 JK0884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK0884
 JK0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0884
 JK0884.The ellipsoidal height was determined by GPS observations
 JK0884.and is referenced to NAD 83.
 JK0884
 JK0884.The geoid height was determined by GEOID03.
 JK0884
 JK0884.The dynamic height is computed by dividing the NAVD 88
 JK0884.geopotential number by the normal gravity value computed on the
 JK0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0884.degrees latitude (g = 980.6199 gals.).
 JK0884
 JK0884.The modeled gravity was interpolated from observed gravity values.
 JK0884
 JK0884;                    North         East     Units Scale Factor Converg.
 JK0884;SPC CO S     -   481,009.730 1,024,738.188   MT  0.99997138   +0 46 23.5
 JK0884;SPC CO S     - 1,578,112.76  3,361,995.21   sFT  0.99997138   +0 46 23.5
 JK0884;UTM  13      - 4,233,563.833   566,548.551   MT  0.99965454   +0 28 15.0
 JK0884
 JK0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0884!SPC CO S     -   0.99978999  x   0.99997138  =   0.99976137
 JK0884!UTM  13      -   0.99978999  x   0.99965454  =   0.99944460
 JK0884
 JK0884                          SUPERSEDED SURVEY CONTROL
 JK0884
 JK0884  ELLIP H (01/17/97) 1338.72   (m)                       GP(       ) 1 1
 JK0884  NAVD 88 (01/17/97) 1359.04   (m)         4458.8    (f) LEVELING    3  
 JK0884
 JK0884.Superseded values are not recommended for survey control.
 JK0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0884.See file dsdata.txt to determine how the superseded data were derived.
 JK0884
 JK0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6654933564(NAD 83)
 JK0884_MARKER: I = METAL ROD
 JK0884_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JK0884_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JK0884_STAMPING: M 434 1985
 JK0884_MARK LOGO: NGS   
 JK0884_PROJECTION: FLUSH
 JK0884_MAGNETIC: I = MARKER IS A STEEL ROD
 JK0884_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0884+STABILITY: POSITION/ELEVATION WELL
 JK0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0884+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1995
 JK0884_ROD/PIPE-DEPTH: 13.4 meters
 JK0884_SLEEVE-DEPTH  : 12.8 meters
 JK0884
 JK0884  HISTORY     - Date     Condition        Report By
 JK0884  HISTORY     - 1985     MONUMENTED       NGS
 JK0884  HISTORY     - 19950105 GOOD             CODOT
 JK0884
 JK0884                          STATION DESCRIPTION
 JK0884
 JK0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 JK0884'32.9 KM (20.45 MI) EAST FROM PUEBLO.
 JK0884'32.9 KM (20.45 MI) EASTERLY ALONG THE SANTA FE RAILROAD FROM THE
 JK0884'JUNCTION OF INTERSTATE 25 HIGHWAY IN PUEBLO, 1.8 KM (1.1 MI) EAST OF
 JK0884'THE INTERSECTION OF STATE HIGHWAY 209 IN BOONE, 53.3 M (174.9 FT) WEST
 JK0884'THE CENTER OF A PAVED ROAD, 24.7 M (81.0 FT) NORTH OF THE NEAR RAIL,
 JK0884'14.2 M (46.6 FT) SOUTH OF THE CENTER OF AN ABONDONED RAILROAD BED, AND
 JK0884'1.5 M (4.9 FT) EAST OF UTILITY POLE NUMBER 60.G.  NOTE--ACCESS TO
 JK0884'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JK0884'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JK0884'THE MARK IS 3.0 M BELOW THE TRACKS.
 JK0884
 JK0884                          STATION RECOVERY (1995)
 JK0884
 JK0884'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (MEL)
 JK0884'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0235 ***********************************************************************
 HJ0235  DESIGNATION -  M 435
 HJ0235  PID         -  HJ0235
 HJ0235  STATE/COUNTY-  CO/BACA
 HJ0235  USGS QUAD   -  BISONTE (1978)
 HJ0235
 HJ0235                         *CURRENT SURVEY CONTROL
 HJ0235  ___________________________________________________________________
 HJ0235* NAD 83(1986)-  37 16 47.     (N)    102 36 57.     (W)     SCALED    
 HJ0235* NAVD 88     -      1336.111  (meters)    4383.56   (feet)  ADJUSTED  
 HJ0235  ___________________________________________________________________
 HJ0235  GEOID HEIGHT-         -23.16  (meters)                     GEOID03
 HJ0235  DYNAMIC HT  -        1334.679 (meters)    4378.86  (feet)  COMP
 HJ0235  MODELED GRAV-     979,512.2   (mgal)                       NAVD 88
 HJ0235
 HJ0235  VERT ORDER  -  FIRST     CLASS II
 HJ0235
 HJ0235.The horizontal coordinates were scaled from a topographic map and have
 HJ0235.an estimated accuracy of +/- 6 seconds.
 HJ0235
 HJ0235.The orthometric height was determined by differential leveling
 HJ0235.and adjusted by the National Geodetic Survey in June 1991..
 HJ0235
 HJ0235.The geoid height was determined by GEOID03.
 HJ0235
 HJ0235.The dynamic height is computed by dividing the NAVD 88
 HJ0235.geopotential number by the normal gravity value computed on the
 HJ0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0235.degrees latitude (g = 980.6199 gals.).
 HJ0235
 HJ0235.The modeled gravity was interpolated from observed gravity values.
 HJ0235
 HJ0235;                    North         East    Units  Estimated Accuracy
 HJ0235;SPC CO S     -   376,790.    1,170,140.      MT  (+/- 180 meters Scaled)
 HJ0235
 HJ0235                          SUPERSEDED SURVEY CONTROL
 HJ0235
 HJ0235.No superseded survey control is available for this station.
 HJ0235
 HJ0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB113285(NAD 83)
 HJ0235_MARKER: I = METAL ROD
 HJ0235_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HJ0235_SP_SET: STAINLESS STEEL ROD
 HJ0235_STAMPING: M 435 1985
 HJ0235_MARK LOGO: NGS   
 HJ0235_PROJECTION: FLUSH
 HJ0235_MAGNETIC: I = MARKER IS A STEEL ROD
 HJ0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HJ0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HJ0235+SATELLITE: SATELLITE OBSERVATIONS - September 04, 1996
 HJ0235_ROD/PIPE-DEPTH: 8.6  meters
 HJ0235
 HJ0235  HISTORY     - Date     Condition        Report By
 HJ0235  HISTORY     - 1985     MONUMENTED       NGS
 HJ0235  HISTORY     - 19960904 GOOD             CODOT
 HJ0235
 HJ0235                          STATION DESCRIPTION
 HJ0235
 HJ0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HJ0235'14.1 KM (8.75 MI) SOUTH FROM SPRINGFIELD.
 HJ0235'14.1 KM (8.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 HJ0235'IN SPRINGFIELD, 0.8 KM (0.5 MI) SOUTH OF MILEPOST 22, 38.7 M
 HJ0235'(127.0 FT) NORTH OF THE CENTER OF COUNTY ROAD W, 30.5 M (100.1 FT)
 HJ0235'WEST OF THE CENTERLINE OF THE HIGHWAY, 2.7 M (8./9 FT) NORTH-NORTHEAST
 HJ0235'OF A UTILITY POLE WITH A GUY WIRE. NOTE--ACCESS TO DATUM POINT IS HAD
 HJ0235'THROUGH A 5-INCH LOGO CAP.
 HJ0235'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 HJ0235'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 HJ0235
 HJ0235                          STATION RECOVERY (1996)
 HJ0235
 HJ0235'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (PGG)
 HJ0235'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0266 ***********************************************************************
 HJ0266  DESIGNATION -  M 436
 HJ0266  PID         -  HJ0266
 HJ0266  STATE/COUNTY-  CO/PROWERS
 HJ0266  USGS QUAD   -  GOBBLERS KNOB (1968)
 HJ0266
 HJ0266                         *CURRENT SURVEY CONTROL
 HJ0266  ___________________________________________________________________
 HJ0266* NAD 83(1986)-  37 48 00.     (N)    102 36 41.     (W)     SCALED    
 HJ0266* NAVD 88     -      1250.534  (meters)    4102.79   (feet)  ADJUSTED  
 HJ0266  ___________________________________________________________________
 HJ0266  GEOID HEIGHT-         -23.05  (meters)                     GEOID03
 HJ0266  DYNAMIC HT  -        1249.285 (meters)    4098.70  (feet)  COMP
 HJ0266  MODELED GRAV-     979,587.5   (mgal)                       NAVD 88
 HJ0266
 HJ0266  VERT ORDER  -  FIRST     CLASS II
 HJ0266
 HJ0266.The horizontal coordinates were scaled from a topographic map and have
 HJ0266.an estimated accuracy of +/- 6 seconds.
 HJ0266
 HJ0266.The orthometric height was determined by differential leveling
 HJ0266.and adjusted by the National Geodetic Survey in June 1991..
 HJ0266
 HJ0266.The geoid height was determined by GEOID03.
 HJ0266
 HJ0266.The dynamic height is computed by dividing the NAVD 88
 HJ0266.geopotential number by the normal gravity value computed on the
 HJ0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0266.degrees latitude (g = 980.6199 gals.).
 HJ0266
 HJ0266.The modeled gravity was interpolated from observed gravity values.
 HJ0266
 HJ0266;                    North         East    Units  Estimated Accuracy
 HJ0266;SPC CO S     -   434,520.    1,168,750.      MT  (+/- 180 meters Scaled)
 HJ0266
 HJ0266                          SUPERSEDED SURVEY CONTROL
 HJ0266
 HJ0266.No superseded survey control is available for this station.
 HJ0266
 HJ0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB102863(NAD 83)
 HJ0266_MARKER: DB = BENCH MARK DISK
 HJ0266_SETTING: 66 = SET IN ROCK OUTCROP
 HJ0266_SP_SET: ROCK OUTCROP
 HJ0266_STAMPING: M 436 1985
 HJ0266_MARK LOGO: NGS   
 HJ0266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HJ0266+STABILITY: POSITION/ELEVATION WELL
 HJ0266
 HJ0266  HISTORY     - Date     Condition        Report By
 HJ0266  HISTORY     - 1985     MONUMENTED       NGS
 HJ0266
 HJ0266                          STATION DESCRIPTION
 HJ0266
 HJ0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HJ0266'32.0 KM (19.9 MI) SOUTH FROM LAMAR.
 HJ0266'32.0 KM (19.9 MI) SOUTHERLY ALONG U.S. HIGHWAY 385 FROM THE COURTHOUSE
 HJ0266'IN LAMAR, IN ABOUT THE CENTER OF THE SOUTHERN 1/3 OF A 3 BY 56 FOOT
 HJ0266'EXPOSED AREA OF OUTCROPPING BEDROCK AT THE SOUTH END OF A SMALL
 HJ0266'HIGHWAY CUT, 1.2 KM (0.75 MI) NORTH OF INTERSECTION OF COUNTY ROAD L,
 HJ0266'0.8 KM (0.5 MI) NORTH OF A HIGHWAY BRIDGE, 0.4 KM (0.25 MI) SOUTH THE
 HJ0266'INTERSECTION OF COUNTY ROAD M 12.5 M (41.0 FT) EAST OF THE CENTERLINE
 HJ0266'OF THE HIGHWAY, AND 10.3 M (33.8 FT) WEST OF A FENCE.
 HJ0266'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 HJ0266'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0413 ***********************************************************************
 HL0413  DESIGNATION -  M 437
 HL0413  PID         -  HL0413
 HL0413  STATE/COUNTY-  CO/SAN JUAN
 HL0413  USGS QUAD   -  SNOWDON PEAK (1972)
 HL0413
 HL0413                         *CURRENT SURVEY CONTROL
 HL0413  ___________________________________________________________________
 HL0413* NAD 83(1986)-  37 44 01.     (N)    107 42 13.     (W)     SCALED    
 HL0413* NAVD 88     -      3285.466  (meters)   10779.07   (feet)  ADJUSTED  
 HL0413  ___________________________________________________________________
 HL0413  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 HL0413  DYNAMIC HT  -        3280.578 (meters)   10763.03  (feet)  COMP
 HL0413  MODELED GRAV-     979,021.5   (mgal)                       NAVD 88
 HL0413
 HL0413  VERT ORDER  -  FIRST     CLASS II
 HL0413
 HL0413.The horizontal coordinates were scaled from a topographic map and have
 HL0413.an estimated accuracy of +/- 6 seconds.
 HL0413
 HL0413.The orthometric height was determined by differential leveling
 HL0413.and adjusted by the National Geodetic Survey in June 1991..
 HL0413
 HL0413.The geoid height was determined by GEOID03.
 HL0413
 HL0413.The dynamic height is computed by dividing the NAVD 88
 HL0413.geopotential number by the normal gravity value computed on the
 HL0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0413.degrees latitude (g = 980.6199 gals.).
 HL0413
 HL0413.The modeled gravity was interpolated from observed gravity values.
 HL0413
 HL0413;                    North         East    Units  Estimated Accuracy
 HL0413;SPC CO S     -   425,510.      720,180.      MT  (+/- 180 meters Scaled)
 HL0413
 HL0413                          SUPERSEDED SURVEY CONTROL
 HL0413
 HL0413.No superseded survey control is available for this station.
 HL0413
 HL0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB617797(NAD 83)
 HL0413_MARKER: DB = BENCH MARK DISK
 HL0413_SETTING: 66 = SET IN ROCK OUTCROP
 HL0413_SP_SET: ROCK OUTCROP
 HL0413_STAMPING: M 437 1985
 HL0413_MARK LOGO: NGS   
 HL0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0413
 HL0413  HISTORY     - Date     Condition        Report By
 HL0413  HISTORY     - 1985     MONUMENTED       NGS
 HL0413  HISTORY     - 19910709 GOOD             USPSQD
 HL0413
 HL0413                          STATION DESCRIPTION
 HL0413
 HL0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0413'11.3 KM (7.0 MI) SOUTH FROM SILVERTON.
 HL0413'11.3 KM (7.0 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 HL0413'WITH STATE HIGHWAY 110 IN SILVERTON, IN A 4- BY 6-FOOT EXPOSED AREA OF
 HL0413'OUTCROPPING BEDROCK, 0.9 KM (0.55 MI) SOUTH OF THE SUMMIT OF MOLAS
 HL0413'PASS, AND 22.5 M (73.8 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 HL0413'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST
 HL0413'THE MARK IS 3.7 M ABOVE THE HIGHWAY.
 HL0413
 HL0413                          STATION RECOVERY (1991)
 HL0413
 HL0413'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0413'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0365 ***********************************************************************
 HL0365  DESIGNATION -  M 438
 HL0365  PID         -  HL0365
 HL0365  STATE/COUNTY-  CO/LA PLATA
 HL0365  USGS QUAD   -  DURANGO EAST (1963)
 HL0365
 HL0365                         *CURRENT SURVEY CONTROL
 HL0365  ___________________________________________________________________
 HL0365* NAD 83(1992)-  37 20 32.43557(N)    107 51 07.31341(W)     ADJUSTED  
 HL0365* NAVD 88     -      1996.798  (meters)    6551.16   (feet)  ADJUSTED  
 HL0365  ___________________________________________________________________
 HL0365  X           -  -1,556,897.981 (meters)                     COMP
 HL0365  Y           -  -4,834,082.541 (meters)                     COMP
 HL0365  Z           -   3,848,867.845 (meters)                     COMP
 HL0365  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 HL0365  ELLIP HEIGHT-        1978.62  (meters)          (12/03/02) GPS OBS
 HL0365  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 HL0365  DYNAMIC HT  -        1994.224 (meters)    6542.72  (feet)  COMP
 HL0365  MODELED GRAV-     979,271.4   (mgal)                       NAVD 88
 HL0365
 HL0365  HORZ ORDER  -  FIRST
 HL0365  VERT ORDER  -  FIRST     CLASS II
 HL0365  ELLP ORDER  -  FOURTH    CLASS II
 HL0365
 HL0365.The horizontal coordinates were established by GPS observations
 HL0365.and adjusted by the National Geodetic Survey in July 1997..
 HL0365
 HL0365.The orthometric height was determined by differential leveling
 HL0365.and adjusted by the National Geodetic Survey in June 1991..
 HL0365
 HL0365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HL0365
 HL0365.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0365
 HL0365.The ellipsoidal height was determined by GPS observations
 HL0365.and is referenced to NAD 83.
 HL0365
 HL0365.The geoid height was determined by GEOID03.
 HL0365
 HL0365.The dynamic height is computed by dividing the NAVD 88
 HL0365.geopotential number by the normal gravity value computed on the
 HL0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0365.degrees latitude (g = 980.6199 gals.).
 HL0365
 HL0365.The modeled gravity was interpolated from observed gravity values.
 HL0365
 HL0365;                    North         East     Units Scale Factor Converg.
 HL0365;SPC CO S     -   382,413.520   706,011.689   MT  0.99998200   -1 26 33.7
 HL0365;SPC CO S     - 1,254,635.02  2,316,306.68   sFT  0.99998200   -1 26 33.7
 HL0365;UTM  13      - 4,136,666.711   247,351.857   MT  1.00038635   -1 43 51.2
 HL0365
 HL0365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0365!SPC CO S     -   0.99968960  x   0.99998200  =   0.99967161
 HL0365!UTM  13      -   0.99968960  x   1.00038635  =   1.00007583
 HL0365
 HL0365                          SUPERSEDED SURVEY CONTROL
 HL0365
 HL0365  ELLIP H (07/06/97) 1978.62   (m)                       GP(       ) 3 1
 HL0365  NAVD 88 (07/06/97) 1996.80   (m)         6551.2    (f) LEVELING    3  
 HL0365
 HL0365.Superseded values are not recommended for survey control.
 HL0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0365.See file dsdata.txt to determine how the superseded data were derived.
 HL0365
 HL0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB4735236667(NAD 83)
 HL0365_MARKER: I = METAL ROD
 HL0365_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 HL0365_SP_SET: STAINLESS STEEL ROD
 HL0365_STAMPING: M 438 1985
 HL0365_MARK LOGO: NGS   
 HL0365_PROJECTION: FLUSH
 HL0365_MAGNETIC: I = MARKER IS A STEEL ROD
 HL0365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HL0365+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1992
 HL0365_ROD/PIPE-DEPTH: 36.0 meters
 HL0365
 HL0365  HISTORY     - Date     Condition        Report By
 HL0365  HISTORY     - 1985     MONUMENTED       NGS
 HL0365  HISTORY     - 19920723 GOOD             NGS
 HL0365
 HL0365                          STATION DESCRIPTION
 HL0365
 HL0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0365'4.6 KM (2.85 MI) NORTH FROM DURANGO.
 HL0365'4.6 KM (2.85 MI) NORTHERLY ALONG U.S. HIGHWAY 550 FROM THE DURANGO
 HL0365'COMMUNITY HOSPITAL IN DURANGO, 44.7 M (146.7 FT) EAST OF THE
 HL0365'CENTERLINE OF THE HIGHWAY, 14.6 M (47.9 FT) EAST OF THE NEAR RAIL OF
 HL0365'THE NARROW GAUGE RAILROAD, AND 9.3 M (30.5 FT) SOUTH OF THE CENTER OF
 HL0365'A DRIVEWAY.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 HL0365'CAP.
 HL0365'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST AND FENCE
 HL0365'THE MARK IS 0.9 M BELOW THE HIGHWAY.
 HL0365
 HL0365                          STATION RECOVERY (1992)
 HL0365
 HL0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RSC)
 HL0365'THE STATION IS LOCATED ABOUT 4 MI (6.4 KM) NORTH-NORTHEAST OF DURANGO,
 HL0365'0.2 MI (0.3 KM) WEST OF THE ANIMAS RIVER, AT THE ENTRANCE TO THE VAL
 HL0365'AIR SOARING PORT AT 27290 U.  S.  HIGHWAY 550 NORTH, AT THE SOUTHEAST
 HL0365'1/4 OF SECTION 33, T 36 N, R 9 W, AT U.  S.  HIGHWAY 550 MILEPOST
 HL0365'27.0.  OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION  TO REACH THE
 HL0365'STATION FROM THE THE COMMUNITY HOSPITAL IN DURANGO ON U.  S.  HIGHWAY
 HL0365'550, GO NORTH ON U.  S HIGHWAY 550 FOR 2.85 MI (4.59 KM) TO THE
 HL0365'STATION ON THE RIGHT  THE STATION MARK IS A STAINLESS STEEL ROD DRIVEN
 HL0365'IN THE GROUND, ENCASED IN A PIPE FLUSH WITH THE GROUND, ACCESS TO THE
 HL0365'DATUM POINT IS THROUGH A 5-INCH LOGO CAP, IT IS 44.7 M (146.7 FT) EAST
 HL0365'OF THE CENTERLINE OF THE HIGHWAY, 14.6 M (47.9 FT) EAST OF THE NEAR
 HL0365'RAIL OF THE NARROW GAUAGE RAILROAD, 9.3 M (30.5 FT) SOUTH OF THE
 HL0365'CENTER OF A DRIVEWAY TO THE GLIDER AIRPORT, 0.8 M (2.6 FT) SOUTH OF A
 HL0365'WITNESS POST, 0.3 M (1.0 FT) WEST OF A WITNESS POST AND RIGHT-OF-WAY
 HL0365'FENCE AND ABOUT 0.9 M (3.0 FT) BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0424 ***********************************************************************
 HL0424  DESIGNATION -  M 439
 HL0424  PID         -  HL0424
 HL0424  STATE/COUNTY-  CO/SAN JUAN
 HL0424  USGS QUAD   -  SILVERTON (1955)
 HL0424
 HL0424                         *CURRENT SURVEY CONTROL
 HL0424  ___________________________________________________________________
 HL0424* NAD 83(1986)-  37 48 19.     (N)    107 40 15.     (W)     SCALED    
 HL0424* NAVD 88     -      2822.745  (meters)    9260.96   (feet)  ADJUSTED  
 HL0424  ___________________________________________________________________
 HL0424  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 HL0424  DYNAMIC HT  -        2818.684 (meters)    9247.63  (feet)  COMP
 HL0424  MODELED GRAV-     979,089.6   (mgal)                       NAVD 88
 HL0424
 HL0424  VERT ORDER  -  FIRST     CLASS II
 HL0424
 HL0424.The horizontal coordinates were scaled from a topographic map and have
 HL0424.an estimated accuracy of +/- 6 seconds.
 HL0424
 HL0424.The orthometric height was determined by differential leveling
 HL0424.and adjusted by the National Geodetic Survey in June 1991..
 HL0424
 HL0424.The geoid height was determined by GEOID03.
 HL0424
 HL0424.The dynamic height is computed by dividing the NAVD 88
 HL0424.geopotential number by the normal gravity value computed on the
 HL0424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0424.degrees latitude (g = 980.6199 gals.).
 HL0424
 HL0424.The modeled gravity was interpolated from observed gravity values.
 HL0424
 HL0424;                    North         East    Units  Estimated Accuracy
 HL0424;SPC CO S     -   433,390.      723,260.      MT  (+/- 180 meters Scaled)
 HL0424
 HL0424                          SUPERSEDED SURVEY CONTROL
 HL0424
 HL0424.No superseded survey control is available for this station.
 HL0424
 HL0424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB648875(NAD 83)
 HL0424_MARKER: I = METAL ROD
 HL0424_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 HL0424+WITH SETTING: INFORMATION.
 HL0424_SP_SET: SHALLOW-SET METAL ROD
 HL0424_STAMPING: M 439 1985
 HL0424_MARK LOGO: NGS   
 HL0424_PROJECTION: FLUSH
 HL0424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0424_ROD/PIPE-DEPTH: 2.4  meters
 HL0424
 HL0424  HISTORY     - Date     Condition        Report By
 HL0424  HISTORY     - 1985     MONUMENTED       NGS
 HL0424  HISTORY     - 19910705 GOOD             USPSQD
 HL0424
 HL0424                          STATION DESCRIPTION
 HL0424
 HL0424'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0424'IN SILVERTON.
 HL0424'IN SILVERTON, AT THE JUNCTION OF U.S. HIGHWAY 550 AND STATE HIGHWAY
 HL0424'110, IN A TRIANGLE FORMED BY THE HIGHWAY JUNCTION, 48.1 M (157.8 FT)
 HL0424'NORTHWEST OF THE CENTERLINE OF STATE HIGHWAY 110, 21.2 M (69.6 FT)
 HL0424'SOUTH OF A PAVED ROAD, 20.9 M (68.6 FT) NORTHEAST OF THE CENTERLINE OF
 HL0424'U.S. HIGHWAY 550, AND 1.6 M (5.2 FT) NORTHEAST OF A UTILITY POLE.
 HL0424'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 HL0424'THE MARK IS 0.45 METERS  SW FROM  A WITNESS POST
 HL0424'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 HL0424
 HL0424                          STATION RECOVERY (1991)
 HL0424
 HL0424'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0424'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0425 ***********************************************************************
 LK0425  DESIGNATION -  M 439
 LK0425  PID         -  LK0425
 LK0425  STATE/COUNTY-  CO/LOGAN
 LK0425  USGS QUAD   -  PADRONI (1952)
 LK0425
 LK0425                         *CURRENT SURVEY CONTROL
 LK0425  ___________________________________________________________________
 LK0425* NAD 83(1986)-  40 45 36.     (N)    103 08 29.     (W)     SCALED    
 LK0425* NAVD 88     -      1204.300  (meters)    3951.11   (feet)  ADJUSTED  
 LK0425  ___________________________________________________________________
 LK0425  GEOID HEIGHT-         -19.71  (meters)                     GEOID03
 LK0425  DYNAMIC HT  -        1203.435 (meters)    3948.27  (feet)  COMP
 LK0425  MODELED GRAV-     979,864.6   (mgal)                       NAVD 88
 LK0425
 LK0425  VERT ORDER  -  FIRST     CLASS II
 LK0425
 LK0425.The horizontal coordinates were scaled from a topographic map and have
 LK0425.an estimated accuracy of +/- 6 seconds.
 LK0425
 LK0425.The orthometric height was determined by differential leveling
 LK0425.and adjusted by the National Geodetic Survey in June 1991..
 LK0425
 LK0425.The geoid height was determined by GEOID03.
 LK0425
 LK0425.The dynamic height is computed by dividing the NAVD 88
 LK0425.geopotential number by the normal gravity value computed on the
 LK0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0425.degrees latitude (g = 980.6199 gals.).
 LK0425
 LK0425.The modeled gravity was interpolated from observed gravity values.
 LK0425
 LK0425;                    North         East    Units  Estimated Accuracy
 LK0425;SPC CO N     -   465,860.    1,113,540.      MT  (+/- 180 meters Scaled)
 LK0425
 LK0425                          SUPERSEDED SURVEY CONTROL
 LK0425
 LK0425.No superseded survey control is available for this station.
 LK0425
 LK0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF568137(NAD 83)
 LK0425_MARKER: I = METAL ROD
 LK0425_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0425_SP_SET: STAINLESS STEEL ROD
 LK0425_STAMPING: M 439 1985
 LK0425_MARK LOGO: NGS   
 LK0425_PROJECTION: FLUSH
 LK0425_MAGNETIC: I = MARKER IS A STEEL ROD
 LK0425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0425+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1998
 LK0425_ROD/PIPE-DEPTH: 3.4  meters
 LK0425
 LK0425  HISTORY     - Date     Condition        Report By
 LK0425  HISTORY     - 1985     MONUMENTED       NGS
 LK0425  HISTORY     - 19980310 GOOD             MSAM
 LK0425
 LK0425                          STATION DESCRIPTION
 LK0425
 LK0425'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 LK0425'18.7 KM (11.6 MI) NORTH FROM STERLING.
 LK0425'5.6 KM (3.5 MI) NORTHEAST ALONG US HIGHWAY 138 FROM THE POST OFFICE AT
 LK0425'STERLING. THENCE 10.5 KM (6.5 FT) NORTH ALONG ROAD 43.5, THENCE 2.6 KM
 LK0425'(1.59 MI) EAST ALONG ROAD 46, IN THE SOUTHEAST CORNER OF THE T
 LK0425'JUNCTION OF A GRAVEL DRIVE LEADING SOUTH TO A HOUSE, 8.2 METERS (27
 LK0425'FT) SOUTH OF THE CENTER OF ROAD 46, 52.4 METERS (172 FT) EAST OF THE
 LK0425'CENTER OF THE DRIVE, 28.0 METERS (92 FT) WEST OF THE EXTENDED CENTER
 LK0425'OF A GRAVEL DRIVE LEADING NORTH TO A HOUSE, 0.9 METER (3 FT) WEST OF A
 LK0425'Y JUNCTION POWER POLE AND 0.3 METER (1 FT) NORTH OF A FENCE.
 LK0425'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LK0425'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LK0425'THE MARK IS 0.4 M BELOW ROAD 46.
 LK0425
 LK0425                          STATION RECOVERY (1998)
 LK0425
 LK0425'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1998 (KCH)
 LK0425'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0261 ***********************************************************************
 LM0261  DESIGNATION -  M 44
 LM0261  PID         -  LM0261
 LM0261  STATE/COUNTY-  CO/JACKSON
 LM0261  USGS QUAD   -  RABBIT EARS PEAK (1956)
 LM0261
 LM0261                         *CURRENT SURVEY CONTROL
 LM0261  ___________________________________________________________________
 LM0261* NAD 83(1986)-  40 25 32.     (N)    106 31 10.     (W)     SCALED    
 LM0261* NAVD 88     -      2571.917  (meters)    8438.03   (feet)  POSTED    
 LM0261  ___________________________________________________________________
 LM0261  GEOID HEIGHT-         -12.04  (meters)                     GEOID03
 LM0261  DYNAMIC HT  -        2569.110 (meters)    8428.82  (feet)  COMP
 LM0261  MODELED GRAV-     979,442.1   (mgal)                       NAVD 88
 LM0261
 LM0261  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LM0261
 LM0261.The horizontal coordinates were scaled from a topographic map and have
 LM0261.an estimated accuracy of +/- 6 seconds.
 LM0261
 LM0261.The orthometric height was determined by differential leveling
 LM0261.and adjusted by the National Geodetic Survey in 1992..
 LM0261.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LM0261.rate of 1.1 thru 2.0 mm/km.
 LM0261
 LM0261.The geoid height was determined by GEOID03.
 LM0261
 LM0261.The dynamic height is computed by dividing the NAVD 88
 LM0261.geopotential number by the normal gravity value computed on the
 LM0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0261.degrees latitude (g = 980.6199 gals.).
 LM0261
 LM0261.The modeled gravity was interpolated from observed gravity values.
 LM0261
 LM0261;                    North         East    Units  Estimated Accuracy
 LM0261;SPC CO N     -   426,570.      827,900.      MT  (+/- 180 meters Scaled)
 LM0261
 LM0261                          SUPERSEDED SURVEY CONTROL
 LM0261
 LM0261  NGVD 29 (??/??/92) 2570.502  (m)         8433.39   (f) ADJ UNCH    1 2
 LM0261
 LM0261.Superseded values are not recommended for survey control.
 LM0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0261.See file dsdata.txt to determine how the superseded data were derived.
 LM0261
 LM0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE711761(NAD 83)
 LM0261_MARKER: DB = BENCH MARK DISK
 LM0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0261_STAMPING: M 44 1934
 LM0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0261+STABILITY: SURFACE MOTION
 LM0261
 LM0261  HISTORY     - Date     Condition        Report By
 LM0261  HISTORY     - 1934     MONUMENTED       CGS
 LM0261  HISTORY     - 1953     MARK NOT FOUND   USGS
 LM0261
 LM0261                          STATION DESCRIPTION
 LM0261
 LM0261'DESCRIBED BY US GEOLOGICAL SURVEY 1953
 LM0261'16.8 MI S FROM HEBRON.
 LM0261'16.8 MILES SOUTH ALONG STATE HIGHWAY 14 FROM HEBRON, ABOUT 4 MILES
 LM0261'NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 40, 50 FEET SOUTH OF THE
 LM0261'INTERSECTION OF A ROAD LEADING TO CLOVER LEAF BAR RANCH, 32 FEET
 LM0261'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 7 FEET EAST OF POLE
 LM0261'100.  A STANDARD DISK, STAMPED M 44 1934 AND SET IN THE TOP OF A
 LM0261'CONCRETE POST.  NOTE-- DESCRIPTION WOULD PLACE MARK IN THE CENTER OF
 LM0261'THE ROADBED OF A NEW GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1564 ***********************************************************************
 KK1564  DESIGNATION -  M 440
 KK1564  PID         -  KK1564
 KK1564  STATE/COUNTY-  CO/BOULDER
 KK1564  USGS QUAD   -  ELDORADO SPRINGS (1994)
 KK1564
 KK1564                         *CURRENT SURVEY CONTROL
 KK1564  ___________________________________________________________________
 KK1564* NAD 83(1986)-  39 58 55.     (N)    105 15 05.     (W)     SCALED    
 KK1564* NAVD 88     -      1664.473  (meters)    5460.86   (feet)  ADJUSTED  
 KK1564  ___________________________________________________________________
 KK1564  GEOID HEIGHT-         -15.77  (meters)                     GEOID03
 KK1564  DYNAMIC HT  -        1662.863 (meters)    5455.58  (feet)  COMP
 KK1564  MODELED GRAV-     979,600.9   (mgal)                       NAVD 88
 KK1564
 KK1564  VERT ORDER  -  FIRST     CLASS II
 KK1564
 KK1564.The horizontal coordinates were scaled from a topographic map and have
 KK1564.an estimated accuracy of +/- 6 seconds.
 KK1564
 KK1564.The orthometric height was determined by differential leveling
 KK1564.and adjusted by the National Geodetic Survey in June 1991..
 KK1564
 KK1564.The geoid height was determined by GEOID03.
 KK1564
 KK1564.The dynamic height is computed by dividing the NAVD 88
 KK1564.geopotential number by the normal gravity value computed on the
 KK1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1564.degrees latitude (g = 980.6199 gals.).
 KK1564
 KK1564.The modeled gravity was interpolated from observed gravity values.
 KK1564
 KK1564;                    North         East    Units  Estimated Accuracy
 KK1564;SPC CO N     -   376,850.      935,640.      MT  (+/- 180 meters Scaled)
 KK1564
 KK1564                          SUPERSEDED SURVEY CONTROL
 KK1564
 KK1564.No superseded survey control is available for this station.
 KK1564
 KK1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE785257(NAD 83)
 KK1564_MARKER: I = METAL ROD
 KK1564_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KK1564+WITH SETTING: INFORMATION.
 KK1564_SP_SET: SHALLOW-SET METAL ROD
 KK1564_STAMPING: M 440 1985
 KK1564_MARK LOGO: NGS   
 KK1564_PROJECTION: FLUSH
 KK1564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1564_ROD/PIPE-DEPTH: 2.4  meters
 KK1564
 KK1564  HISTORY     - Date     Condition        Report By
 KK1564  HISTORY     - 1985     MONUMENTED       NGS
 KK1564  HISTORY     - 20020915 MARK NOT FOUND   INDIV
 KK1564
 KK1564                          STATION DESCRIPTION
 KK1564
 KK1564'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 KK1564'IN BOULDER.
 KK1564'IN BOULDER, AT THE INTERSECTION OF GILLASPIE DRIVE AND ARMER AVENUE,
 KK1564'17.5 M (57.4 FT) WEST OF THE CENTER OF THE DRIVE, 7.0 M (23.0 FT)
 KK1564'SOUTH OF THE EXTENDED CENTER OF THE AVENUE, 0.5 M (1.6 FT) NORTH OF A
 KK1564'FENCE AT THE NORTH EDGE OF THE PADDOCK SCHOOL GROUNDS, AND 0.5 M (1.6
 KK1564'FT) EAST OF UTILITY POLE NUMBER 3665.
 KK1564'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 KK1564'THE MARK IS 0.5 M ABOVE THE AVENUE.
 KK1564
 KK1564                          STATION RECOVERY (2002)
 KK1564
 KK1564'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JE)
 KK1564'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0723 ***********************************************************************
 JJ0723  DESIGNATION -  M 440
 JJ0723  PID         -  JJ0723
 JJ0723  STATE/COUNTY-  CO/PROWERS
 JJ0723  USGS QUAD   -  HOLLY EAST (1978)
 JJ0723
 JJ0723                         *CURRENT SURVEY CONTROL
 JJ0723  ___________________________________________________________________
 JJ0723* NAD 83(1986)-  38 03 12.     (N)    102 06 00.     (W)     SCALED    
 JJ0723* NAVD 88     -      1030.470  (meters)    3380.80   (feet)  ADJUSTED  
 JJ0723  ___________________________________________________________________
 JJ0723  GEOID HEIGHT-         -23.95  (meters)                     GEOID03
 JJ0723  DYNAMIC HT  -        1029.508 (meters)    3377.64  (feet)  COMP
 JJ0723  MODELED GRAV-     979,660.7   (mgal)                       NAVD 88
 JJ0723
 JJ0723  VERT ORDER  -  FIRST     CLASS II
 JJ0723
 JJ0723.The horizontal coordinates were scaled from a topographic map and have
 JJ0723.an estimated accuracy of +/- 6 seconds.
 JJ0723
 JJ0723.The orthometric height was determined by differential leveling
 JJ0723.and adjusted by the National Geodetic Survey in June 1991..
 JJ0723
 JJ0723.The geoid height was determined by GEOID03.
 JJ0723
 JJ0723.The dynamic height is computed by dividing the NAVD 88
 JJ0723.geopotential number by the normal gravity value computed on the
 JJ0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0723.degrees latitude (g = 980.6199 gals.).
 JJ0723
 JJ0723.The modeled gravity was interpolated from observed gravity values.
 JJ0723
 JJ0723;                    North         East    Units  Estimated Accuracy
 JJ0723;SPC CO S     -   464,130.    1,212,740.      MT  (+/- 180 meters Scaled)
 JJ0723
 JJ0723                          SUPERSEDED SURVEY CONTROL
 JJ0723
 JJ0723.No superseded survey control is available for this station.
 JJ0723
 JJ0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC544157(NAD 83)
 JJ0723_MARKER: I = METAL ROD
 JJ0723_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 JJ0723_SP_SET: STAINLESS STEEL ROD
 JJ0723_STAMPING: M 440 1986
 JJ0723_MARK LOGO: NGS   
 JJ0723_PROJECTION: FLUSH
 JJ0723_MAGNETIC: I = MARKER IS A STEEL ROD
 JJ0723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0723+SATELLITE: SATELLITE OBSERVATIONS - October 04, 1997
 JJ0723_ROD/PIPE-DEPTH: 5.5  meters
 JJ0723
 JJ0723  HISTORY     - Date     Condition        Report By
 JJ0723  HISTORY     - 1986     MONUMENTED       NGS
 JJ0723  HISTORY     - 19971004 GOOD             NGS
 JJ0723
 JJ0723                          STATION DESCRIPTION
 JJ0723
 JJ0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 JJ0723'2.1 KM (1.3 MI) EAST FROM HOLLY.
 JJ0723'2.1 KM (1.3 MI) EAST ALONG US HIGHWAY 50 FROM THE JUNCTION OF MAIN
 JJ0723'STREET IN HOLLY, 17.5 METERS (57.3 FT) SOUTH OF THE HIGHWAY
 JJ0723'CENTERLINE, 30.8 METERS (101.2 FT) EAST OF THE CENTER OF A CONCRETE
 JJ0723'SIPHON, 4.0 METERS (13 FT) NORTH OF THE NORTH EDGE OF AN IRRIGATION
 JJ0723'DITCH AND 0.7 METER (2.2 FT) EAST OF A POWER POLE.  NOTE--ACCESS TO
 JJ0723'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 JJ0723'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 JJ0723'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 JJ0723
 JJ0723                          STATION RECOVERY (1997)
 JJ0723
 JJ0723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (GAS)
 JJ0723'1.6 KM (1.00 MI) EASTERLY ALONG U.S.  HIGHWAY 50 FROM THE JUNCTION OF
 JJ0723'STATE HIGHWAY 89 IN HOLLY, 30.5 M (100.1 FT) EAST OF THE NORTHEAST END
 JJ0723'OF A CULVERT UNDER THE HIGHWAY, 17.0 M (55.8 FT) SOUTH OF THE HIGHWAY
 JJ0723'CENTERLINE, 0.8 M (2.6 FT) EAST OF A UTILITY POLE, 0.4 M (1.3 FT) WEST
 JJ0723'OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 JJ0723'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0411 ***********************************************************************
 HL0411  DESIGNATION -  M 441
 HL0411  PID         -  HL0411
 HL0411  STATE/COUNTY-  CO/SAN JUAN
 HL0411  USGS QUAD   -  SNOWDON PEAK (1972)
 HL0411
 HL0411                         *CURRENT SURVEY CONTROL
 HL0411  ___________________________________________________________________
 HL0411* NAD 83(1992)-  37 43 57.28268(N)    107 43 13.22925(W)     ADJUSTED  
 HL0411* NAVD 88     -      3188.070  (meters)   10459.53   (feet)  ADJUSTED  
 HL0411  ___________________________________________________________________
 HL0411  X           -  -1,538,036.007 (meters)                     COMP
 HL0411  Y           -  -4,813,403.044 (meters)                     COMP
 HL0411  Z           -   3,883,952.959 (meters)                     COMP
 HL0411  LAPLACE CORR-           4.92  (seconds)                    DEFLEC99
 HL0411  ELLIP HEIGHT-        3172.37  (meters)          (12/03/02) GPS OBS
 HL0411  GEOID HEIGHT-         -15.67  (meters)                     GEOID03
 HL0411  DYNAMIC HT  -        3183.339 (meters)   10444.00  (feet)  COMP
 HL0411  MODELED GRAV-     979,029.3   (mgal)                       NAVD 88
 HL0411
 HL0411  HORZ ORDER  -  FIRST
 HL0411  VERT ORDER  -  FIRST     CLASS II
 HL0411  ELLP ORDER  -  FOURTH    CLASS II
 HL0411
 HL0411.The horizontal coordinates were established by GPS observations
 HL0411.and adjusted by the National Geodetic Survey in July 1997..
 HL0411
 HL0411.The orthometric height was determined by differential leveling
 HL0411.and adjusted by the National Geodetic Survey in June 1991..
 HL0411
 HL0411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HL0411
 HL0411.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0411
 HL0411.The ellipsoidal height was determined by GPS observations
 HL0411.and is referenced to NAD 83.
 HL0411
 HL0411.The geoid height was determined by GEOID03.
 HL0411
 HL0411.The dynamic height is computed by dividing the NAVD 88
 HL0411.geopotential number by the normal gravity value computed on the
 HL0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0411.degrees latitude (g = 980.6199 gals.).
 HL0411
 HL0411.The modeled gravity was interpolated from observed gravity values.
 HL0411
 HL0411;                    North         East     Units Scale Factor Converg.
 HL0411;SPC CO S     -   425,425.351   718,706.537   MT  0.99994696   -1 21 42.9
 HL0411;SPC CO S     - 1,395,749.67  2,357,956.36   sFT  0.99994696   -1 21 42.9
 HL0411;UTM  13      - 4,179,628.955   260,273.774   MT  1.00030790   -1 39 56.1
 HL0411
 HL0411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0411!SPC CO S     -   0.99950244  x   0.99994696  =   0.99944943
 HL0411!UTM  13      -   0.99950244  x   1.00030790  =   0.99981019
 HL0411
 HL0411                          SUPERSEDED SURVEY CONTROL
 HL0411
 HL0411  ELLIP H (07/06/97) 3172.37   (m)                       GP(       ) 3 1
 HL0411
 HL0411.Superseded values are not recommended for survey control.
 HL0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0411.See file dsdata.txt to determine how the superseded data were derived.
 HL0411
 HL0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB6027479629(NAD 83)
 HL0411_MARKER: DB = BENCH MARK DISK
 HL0411_SETTING: 66 = SET IN ROCK OUTCROP
 HL0411_SP_SET: ROCK OUTCROP
 HL0411_STAMPING: M 441 1985
 HL0411_MARK LOGO: NGS   
 HL0411_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HL0411_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0411+STABILITY: POSITION/ELEVATION WELL
 HL0411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HL0411+SATELLITE: SATELLITE OBSERVATIONS - July 08, 1993
 HL0411
 HL0411  HISTORY     - Date     Condition        Report By
 HL0411  HISTORY     - 1985     MONUMENTED       NGS
 HL0411  HISTORY     - 19910708 GOOD             USPSQD
 HL0411  HISTORY     - 19930708 GOOD             NGS
 HL0411
 HL0411                          STATION DESCRIPTION
 HL0411
 HL0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 HL0411'12.8 KM (7.95 MI) SOUTH FROM SILVERTON.
 HL0411'12.8 KM (7.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 550 FROM ITS JUNCTION
 HL0411'WITH STATE HIGHWAY 110 IN SILVERTON, IN A 4- BY 20-FOOT EXPOSED AREA
 HL0411'OF BEDROCK IN A SMALL HIGHWAY CUT, 2.4 KM (1.5 MI) SOUTHWEST OF THE
 HL0411'SUMMIT OF MOLAS PASS, 57.5 M (188.6 FT) EAST OF THE ENTRANCE TO THE
 HL0411'EAST LIME CREEK REST AREA, AND 9.1 M (29.8 FT) NORTH OF THE CENTERLINE
 HL0411'OF THE HIGHWAY.
 HL0411'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 HL0411'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 HL0411
 HL0411                          STATION RECOVERY (1991)
 HL0411
 HL0411'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 HL0411'RECOVERED IN GOOD CONDITION.
 HL0411
 HL0411                          STATION RECOVERY (1993)
 HL0411
 HL0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RSC)
 HL0411'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0467 ***********************************************************************
 LK0467  DESIGNATION -  M 442
 LK0467  PID         -  LK0467
 LK0467  STATE/COUNTY-  CO/LOGAN
 LK0467  USGS QUAD   -  PROCTOR (1984)
 LK0467
 LK0467                         *CURRENT SURVEY CONTROL
 LK0467  ___________________________________________________________________
 LK0467* NAD 83(1992)-  40 48 16.52828(N)    102 57 02.85938(W)     ADJUSTED  
 LK0467* NAVD 88     -      1151.998  (meters)    3779.51   (feet)  ADJUSTED  
 LK0467  ___________________________________________________________________
 LK0467  X           -  -1,083,739.258 (meters)                     COMP
 LK0467  Y           -  -4,712,651.672 (meters)                     COMP
 LK0467  Z           -   4,146,761.114 (meters)                     COMP
 LK0467  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 LK0467  ELLIP HEIGHT-        1132.04  (meters)          (12/03/02) GPS OBS
 LK0467  GEOID HEIGHT-         -19.93  (meters)                     GEOID03
 LK0467  DYNAMIC HT  -        1151.181 (meters)    3776.83  (feet)  COMP
 LK0467  MODELED GRAV-     979,875.7   (mgal)                       NAVD 88
 LK0467
 LK0467  HORZ ORDER  -  FIRST
 LK0467  VERT ORDER  -  FIRST     CLASS II
 LK0467  ELLP ORDER  -  FOURTH    CLASS II
 LK0467
 LK0467.The horizontal coordinates were established by GPS observations
 LK0467.and adjusted by the National Geodetic Survey in July 1996..
 LK0467
 LK0467.The orthometric height was determined by differential leveling
 LK0467.and adjusted by the National Geodetic Survey in June 1991..
 LK0467
 LK0467.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0467
 LK0467.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0467
 LK0467.The ellipsoidal height was determined by GPS observations
 LK0467.and is referenced to NAD 83.
 LK0467
 LK0467.The geoid height was determined by GEOID03.
 LK0467
 LK0467.The dynamic height is computed by dividing the NAVD 88
 LK0467.geopotential number by the normal gravity value computed on the
 LK0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0467.degrees latitude (g = 980.6199 gals.).
 LK0467
 LK0467.The modeled gravity was interpolated from observed gravity values.
 LK0467
 LK0467;                    North         East     Units Scale Factor Converg.
 LK0467;SPC CO N     -   471,253.146 1,129,483.036   MT  1.00000352   +1 38 49.7
 LK0467;SPC CO N     - 1,546,103.03  3,705,645.59   sFT  1.00000352   +1 38 49.7
 LK0467;UTM  13      - 4,519,085.646   672,854.775   MT  0.99996777   +1 20 22.0
 LK0467
 LK0467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0467!SPC CO N     -   0.99982246  x   1.00000352  =   0.99982598
 LK0467!UTM  13      -   0.99982246  x   0.99996777  =   0.99979023
 LK0467
 LK0467                          SUPERSEDED SURVEY CONTROL
 LK0467
 LK0467  ELLIP H (10/08/96) 1132.08   (m)                       GP(       ) 1 1
 LK0467  ELLIP H (07/08/96) 1132.35   (m)                       GP(       ) 1 1
 LK0467  NAVD 88 (07/08/96) 1152.00   (m)         3779.5    (f) LEVELING    3  
 LK0467
 LK0467.Superseded values are not recommended for survey control.
 LK0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0467.See file dsdata.txt to determine how the superseded data were derived.
 LK0467
 LK0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF7285519086(NAD 83)
 LK0467_MARKER: I = METAL ROD
 LK0467_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LK0467_SP_SET: STAINLESS STEEL ROD
 LK0467_STAMPING: M 442 1986
 LK0467_MARK LOGO: NGS   
 LK0467_PROJECTION: FLUSH
 LK0467_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LK0467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0467+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1995
 LK0467_ROD/PIPE-DEPTH: 17.1 meters
 LK0467
 LK0467  HISTORY     - Date     Condition        Report By
 LK0467  HISTORY     - 1986     MONUMENTED       NGS
 LK0467  HISTORY     - 19950628 GOOD             MSAM
 LK0467
 LK0467                          STATION DESCRIPTION
 LK0467
 LK0467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LK0467'11.6 KM (7.2 MI) NE FROM ILIFF.
 LK0467'1 BLOCK SOUTH ALONG A DIRT ROAD STREET FROM THE POST OFFICE AT ILIFF,
 LK0467'THENCE 11.6 KM (7.2 MI) NORTHEAST ALONG US HIGHWAY 138, AT A ASPHALT
 LK0467'ROAD CROSSING OVER THE BURLINGTON NORTHERN RAILROAD, LEADING SOUTH TO
 LK0467'I-76, AT THE SMALL COMMUNITY OF PROCTOR, 30.2 METERS (98.9 FT)
 LK0467'SOUTHEAST OF THE HIGHWAY CENTERLINE, 19.1 METERS (62.7 FT) NORTHWEST
 LK0467'OF THE NORTHWEST RAIL OF THE MAIN TRACKS, 11.3 METERS (37 FT)
 LK0467'SOUTHWEST OF THE CENTER OF THE ASPHALT ROAD LEADING SOUTH TO I-76 AND
 LK0467'1.2 METERS (4 FT) SOUTHWEST OF A TRIPLE GUYED POWER LINE POLE WITH A
 LK0467'TRANSFORMER.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 LK0467'CAP.
 LK0467'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LK0467'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 LK0467
 LK0467                          STATION RECOVERY (1995)
 LK0467
 LK0467'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0467'THE ROAD DESCRIBED AS LEADING SOUTH IN THE 1986 DESCRIPTION HAS BEEN
 LK0467'RELOCATED 0.2 MI (0.3 KM) NORTH.  THE OLD ROAD HAS BEEN ABANDONED AND
 LK0467'A BORROW DITCH HAS BEEN CUT THRU IT, SOME OF THE OLD ASPHALT SURFACE
 LK0467'IS STILL PRESENT.  THE STATION IS 6.4 M (21.0 FT) NORTHWEST OF THE
 LK0467'NORTHWEST RAIL OF THE SPUR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0433 ***********************************************************************
 LK0433  DESIGNATION -  M 443
 LK0433  PID         -  LK0433
 LK0433  STATE/COUNTY-  CO/SEDGWICK
 LK0433  USGS QUAD   -  JULESBURG (1984)
 LK0433
 LK0433                         *CURRENT SURVEY CONTROL
 LK0433  ___________________________________________________________________
 LK0433* NAD 83(1986)-  40 58 27.     (N)    102 15 06.     (W)     SCALED    
 LK0433* NAVD 88     -      1055.767  (meters)    3463.80   (feet)  ADJUSTED  
 LK0433  ___________________________________________________________________
 LK0433  GEOID HEIGHT-         -20.43  (meters)                     GEOID03
 LK0433  DYNAMIC HT  -        1055.073 (meters)    3461.52  (feet)  COMP
 LK0433  MODELED GRAV-     979,929.7   (mgal)                       NAVD 88
 LK0433
 LK0433  VERT ORDER  -  FIRST     CLASS II
 LK0433
 LK0433.The horizontal coordinates were scaled from a topographic map and have
 LK0433.an estimated accuracy of +/- 6 seconds.
 LK0433
 LK0433.The orthometric height was determined by differential leveling
 LK0433.and adjusted by the National Geodetic Survey in June 1991..
 LK0433
 LK0433.The geoid height was determined by GEOID03.
 LK0433
 LK0433.The dynamic height is computed by dividing the NAVD 88
 LK0433.geopotential number by the normal gravity value computed on the
 LK0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0433.degrees latitude (g = 980.6199 gals.).
 LK0433
 LK0433.The modeled gravity was interpolated from observed gravity values.
 LK0433
 LK0433;                    North         East    Units  Estimated Accuracy
 LK0433;SPC CO N     -   492,000.    1,187,760.      MT  (+/- 180 meters Scaled)
 LK0433
 LK0433                          SUPERSEDED SURVEY CONTROL
 LK0433
 LK0433  NGVD 29 (02/14/92) 1055.301  (m)         3462.27   (f) ADJUSTED    1 2
 LK0433
 LK0433.Superseded values are not recommended for survey control.
 LK0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0433.See file dsdata.txt to determine how the superseded data were derived.
 LK0433
 LK0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF312395(NAD 83)
 LK0433_MARKER: DB = BENCH MARK DISK
 LK0433_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LK0433_SP_SET: BRIDGE SEAT
 LK0433_STAMPING: M 443 1986
 LK0433_MARK LOGO: NGS   
 LK0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0433+STABILITY: SURFACE MOTION
 LK0433
 LK0433  HISTORY     - Date     Condition        Report By
 LK0433  HISTORY     - 1986     MONUMENTED       NGS
 LK0433
 LK0433                          STATION DESCRIPTION
 LK0433
 LK0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 LK0433'1.6 KM (1.0 MI) SOUTH FROM JULESBURG.
 LK0433'1.6 KM (1.0 MI) SOUTH ALONG US HIGHWAY 385 FROM THE JUNCTION OF US
 LK0433'HIGHWAY 138 IN JULESBURG, IN TOP OF THE EAST END OF THE SOUTH HIGHWAY
 LK0433'BRIDGE SEAT OVER THE SOUTH PLATTE RIVER, BUILT IN 1956, 0.16 KM (0.1
 LK0433'MI) NORTHWEST OF ROAD 32.5 AND 5.5 METERS (18 FT) EAST OF THE
 LK0433'CENTERLINE OF US HIGHWAY 385 SOUTH.
 LK0433'THE MARK IS 1.2 M BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4254 ***********************************************************************
 DF4254  DESIGNATION -  M 445
 DF4254  PID         -  DF4254
 DF4254  STATE/COUNTY-  CO/CLEAR CREEK
 DF4254  USGS QUAD   -  CENTRAL CITY (1972)
 DF4254
 DF4254                         *CURRENT SURVEY CONTROL
 DF4254  ___________________________________________________________________
 DF4254* NAD 83(1986)-  39 45 57.     (N)    105 36 50.     (W)     SCALED    
 DF4254* NAVD 88     -      2442.736  (meters)    8014.21   (feet)  ADJUSTED  
 DF4254  ___________________________________________________________________
 DF4254  GEOID HEIGHT-         -12.74  (meters)                     GEOID03
 DF4254  DYNAMIC HT  -        2439.938 (meters)    8005.03  (feet)  COMP
 DF4254  MODELED GRAV-     979,393.2   (mgal)                       NAVD 88
 DF4254
 DF4254  VERT ORDER  -  FIRST     CLASS II
 DF4254
 DF4254.The horizontal coordinates were scaled from a topographic map and have
 DF4254.an estimated accuracy of +/- 6 seconds.
 DF4254
 DF4254.The orthometric height was determined by differential leveling
 DF4254.and adjusted by the National Geodetic Survey in November 2003..
 DF4254
 DF4254.The geoid height was determined by GEOID03.
 DF4254
 DF4254.The dynamic height is computed by dividing the NAVD 88
 DF4254.geopotential number by the normal gravity value computed on the
 DF4254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4254.degrees latitude (g = 980.6199 gals.).
 DF4254
 DF4254.The modeled gravity was interpolated from observed gravity values.
 DF4254
 DF4254;                    North         East    Units  Estimated Accuracy
 DF4254;SPC CO C     -   519,340.      904,640.      MT  (+/- 180 meters Scaled)
 DF4254
 DF4254                          SUPERSEDED SURVEY CONTROL
 DF4254
 DF4254.No superseded survey control is available for this station.
 DF4254
 DF4254_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE474019(NAD 83)
 DF4254_MARKER: DV = VERTICAL CONTROL DISK
 DF4254_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF4254_SP_SET: OVERPASS COLUMN
 DF4254_STAMPING: M 445 2000
 DF4254_MARK LOGO: NGS   
 DF4254_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF4254_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4254+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2000
 DF4254
 DF4254  HISTORY     - Date     Condition        Report By
 DF4254  HISTORY     - 20000626 MONUMENTED       NGS
 DF4254
 DF4254                          STATION DESCRIPTION
 DF4254
 DF4254'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 DF4254'THE STATION IS LOCATED IN DOWNIEVILLE, IN THE NORTHEAST 1/4 OF
 DF4254'SECTION 25, T 3 S, R 74 W, AT INTERSTATE 70 MILEPOST 234.1.
 DF4254'OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION RIGHT-OF-WAY.
 DF4254' 
 DF4254'TO REACH THE STATION IN DOWNIEVILLE, GO TO INTERSTATE 70 AND THE
 DF4254'UNDERPASS FOR EXIT 234, THE DOWNIEVILLE EXIT, AND THE STATION IN
 DF4254'THE NORTHWESTERN MOST COLUMN FOR THE WESTBOUND LANES.
 DF4254' 
 DF4254'THE MARK IS A STANDARD DISK SET VERTICALLY IN A DRILL HOLE IN THE
 DF4254'NORTH FACE OF THE MOST NORTHWESTERLY COLUMN FOR THE
 DF4254'OVERPASS FOR THE WESTBOUND LANES. IT IS 14.7 M SOUTH FROM THE
 DF4254'CENTER OF THE WESTBOUND ON RAMP, 7.6 M WEST FROM THE CENTER
 DF4254'LINE OF THE INTERSTATE 70 UNDERPASS AND 1.35 M ABOVE GROUND LEVEL.
 DF4254'IT IS ON STRUCTURE NUMBER--E-14-AJ--.
 DF4254' 
 DF4254'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF4223 ***********************************************************************
 DF4223  DESIGNATION -  M 447
 DF4223  PID         -  DF4223
 DF4223  STATE/COUNTY-  CO/JEFFERSON
 DF4223  USGS QUAD   -  SQUAW PASS (1974)
 DF4223
 DF4223                         *CURRENT SURVEY CONTROL
 DF4223  ___________________________________________________________________
 DF4223* NAD 83(1986)-  39 43 00.     (N)    105 23 01.     (W)     SCALED    
 DF4223* NAVD 88     -      2258.450  (meters)    7409.60   (feet)  ADJUSTED  
 DF4223  ___________________________________________________________________
 DF4223  GEOID HEIGHT-         -13.97  (meters)                     GEOID03
 DF4223  DYNAMIC HT  -        2256.053 (meters)    7401.73  (feet)  COMP
 DF4223  MODELED GRAV-     979,483.3   (mgal)                       NAVD 88
 DF4223
 DF4223  VERT ORDER  -  FIRST     CLASS II
 DF4223
 DF4223.The horizontal coordinates were scaled from a topographic map and have
 DF4223.an estimated accuracy of +/- 6 seconds.
 DF4223
 DF4223.The orthometric height was determined by differential leveling
 DF4223.and adjusted by the National Geodetic Survey in November 2003..
 DF4223
 DF4223.The geoid height was determined by GEOID03.
 DF4223
 DF4223.The dynamic height is computed by dividing the NAVD 88
 DF4223.geopotential number by the normal gravity value computed on the
 DF4223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4223.degrees latitude (g = 980.6199 gals.).
 DF4223
 DF4223.The modeled gravity was interpolated from observed gravity values.
 DF4223
 DF4223;                    North         East    Units  Estimated Accuracy
 DF4223;SPC CO C     -   513,880.      924,380.      MT  (+/- 180 meters Scaled)
 DF4223
 DF4223                          SUPERSEDED SURVEY CONTROL
 DF4223
 DF4223.No superseded survey control is available for this station.
 DF4223
 DF4223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD671963(NAD 83)
 DF4223_MARKER: DV = VERTICAL CONTROL DISK
 DF4223_SETTING: 66 = SET IN ROCK OUTCROP
 DF4223_STAMPING: M 447 2000
 DF4223_MARK LOGO: NGS   
 DF4223_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4223_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DF4223+STABILITY: POSITION/ELEVATION WELL
 DF4223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4223+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2000
 DF4223
 DF4223  HISTORY     - Date     Condition        Report By
 DF4223  HISTORY     - 20000726 MONUMENTED       NGS
 DF4223
 DF4223                          STATION DESCRIPTION
 DF4223
 DF4223'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 DF4223'THE STATION IS LOCATED ABOUT 3.55 MI SOUTHEAST OF THE INTERSECTION
 DF4223'OF INTERSTATE 70 AND U. S. HIGHWAY 6, 0.78 MI EAST OF THE
 DF4223'JEFFERSON-CLEAR CREEK COUNTY LINE AND 0.1 MI WEST OF BEAVER BROOK
 DF4223'RANCH, IN THE SOUTHWEST 1/4 OF SECTION 7, T 4 S, R 71 W, AT U. S.
 DF4223'HIGHWAY 40 MILEPOST 273.0. OWNERSHIP--COLORADO DEPT. OF
 DF4223'TRANSPORTATION RIGHT-OF-WAY.
 DF4223' 
 DF4223'TO REACH THE STATION FROM INTERSTATE 70 AND THE OVERPASS FOR
 DF4223'EXIT 248, EAST BEAVER BROOK, FLOYD HILL EXIT, GO NORTH FOR 0.05 MI TO
 DF4223'A T-INTERSECTION, U. S. HIGHWAY 40. TURN LEFT, NORTHEAST, FOR 0.45 MI
 DF4223'TO THE STATION ON THE LEFT IN THE MIDDLE OF A 84 M LONG BY 10 M HIGH
 DF4223'ROCK CUT.
 DF4223' 
 DF4223'THE MARK IS A STANDARD DISK SET IN A DRILL HOLE IN A ROCK OUTCROP IN
 DF4223'THE MIDDLE OF A HIGHWAY ROAD CUT. IT IS 67.4 M WEST FROM THE
 DF4223'CENTER OF A PULL OFF TO THE NORTH AND  A DRIVEWAY TO THE SOUTH
 DF4223'OVER A CEMENT BRIDGE, 33.7 M NORTHEAST FROM THE EAST END OF A
 DF4223'GUARD RAIL, 6.8 M NORTH FROM THE CENTER LINE OF THE HIGHWAY, 1.0 M
 DF4223'WEST-SOUTHWEST FROM A WITNESS POST AND ABOUT 30 CM ABOVE THE
 DF4223'HIGHWAY.
 DF4223' 
 DF4223' 
 DF4223' 
 DF4223' 
 DF4223'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5543 ***********************************************************************
 DF5543  DESIGNATION -  M 448
 DF5543  PID         -  DF5543
 DF5543  STATE/COUNTY-  CO/SUMMIT
 DF5543  USGS QUAD   -  VAIL PASS (1987)
 DF5543
 DF5543                         *CURRENT SURVEY CONTROL
 DF5543  ___________________________________________________________________
 DF5543* NAD 83(1986)-  39 30 51.     (N)    106 12 20.     (W)     SCALED    
 DF5543* NAVD 88     -      3133.117  (meters)   10279.23   (feet)  ADJUSTED  
 DF5543  ___________________________________________________________________
 DF5543  GEOID HEIGHT-         -12.49  (meters)                     GEOID03
 DF5543  DYNAMIC HT  -        3129.008 (meters)   10265.75  (feet)  COMP
 DF5543  MODELED GRAV-     979,201.0   (mgal)                       NAVD 88
 DF5543
 DF5543  VERT ORDER  -  FIRST     CLASS II
 DF5543
 DF5543.The horizontal coordinates were scaled from a topographic map and have
 DF5543.an estimated accuracy of +/- 6 seconds.
 DF5543
 DF5543.The orthometric height was determined by differential leveling
 DF5543.and adjusted by the National Geodetic Survey in November 2003..
 DF5543
 DF5543.The geoid height was determined by GEOID03.
 DF5543
 DF5543.The dynamic height is computed by dividing the NAVD 88
 DF5543.geopotential number by the normal gravity value computed on the
 DF5543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5543.degrees latitude (g = 980.6199 gals.).
 DF5543
 DF5543.The modeled gravity was interpolated from observed gravity values.
 DF5543
 DF5543;                    North         East    Units  Estimated Accuracy
 DF5543;SPC CO C     -   491,620.      853,730.      MT  (+/- 180 meters Scaled)
 DF5543
 DF5543                          SUPERSEDED SURVEY CONTROL
 DF5543
 DF5543.No superseded survey control is available for this station.
 DF5543
 DF5543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD963745(NAD 83)
 DF5543_MARKER: DV = VERTICAL CONTROL DISK
 DF5543_SETTING: 80 = SET IN A BOULDER
 DF5543_STAMPING: M 448 2001
 DF5543_MARK LOGO: NGS   
 DF5543_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5543+STABILITY: SURFACE MOTION
 DF5543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5543+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2001
 DF5543
 DF5543  HISTORY     - Date     Condition        Report By
 DF5543  HISTORY     - 20010730 MONUMENTED       NGS
 DF5543
 DF5543                          STATION DESCRIPTION
 DF5543
 DF5543'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5543'THE STATION IS LOCATED ABOUT 1.25 MI SOUTH-SOUTHEAST OF VAIL PASS, 3.4
 DF5543'MI WEST-NORTHWEST
 DF5543'OF THE COPPER MOUNTAIN-LEADVILLE EXIT 195 OF INTERSTATE 70 AND 3.0 MI
 DF5543'WEST-NORTHWEST OF
 DF5543'COPPER MOUNTAIN. OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION
 DF5543'RIGHT-OF-WAY.
 DF5543' 
 DF5543'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 91 AND THE
 DF5543'ENTRANCE TO
 DF5543'COPPER MOUNTAIN SKI RESORT, GO WEST ON COPPER ROAD FOR 1.0 MI TO THE
 DF5543'END OF COPPER
 DF5543'ROAD AND A FORK IN THE ROAD. TAKE THE RIGHT FORK, SOUTHWEST, BEELER
 DF5543'ROAD, FOR 0.3 MI TO
 DF5543'THE THE BEGINNING OF VAIL PASS BIKE TRAIL WHICH IS PAVED. TURN ONTO
 DF5543'THE BIKE PATH AND GO
 DF5543'WEST FOR 2.9 MI TO THE STATION ON THE LEFT. IT IS ABOUT 0.1 MI EAST
 DF5543'FROM A BRIDGE--F-12-BA--
 DF5543'FOR CORRAL CREEK. IT IS ON A SMALL MOUND.
 DF5543' 
 DF5543'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF A
 DF5543'BOULDER, 0.7 M BY 0.5 M BY
 DF5543'0.1 M HIGH. IT IS 10.3 M SOUTHWEST FROM THE CENTER OF THE BIKE PATH,
 DF5543'1.15 M SOUTHWEST FROM
 DF5543'A WITNESS POST AND ABOUT 1.5 M ABOVE THE BIKE PATH.
 DF5543' 
 DF5543' 
 DF5543'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5482 ***********************************************************************
 DF5482  DESIGNATION -  M 449
 DF5482  PID         -  DF5482
 DF5482  STATE/COUNTY-  CO/CLEAR CREEK
 DF5482  USGS QUAD   -  GEORGETOWN (1974)
 DF5482
 DF5482                         *CURRENT SURVEY CONTROL
 DF5482  ___________________________________________________________________
 DF5482* NAD 83(1986)-  39 42 04.     (N)    105 42 22.     (W)     SCALED    
 DF5482* NAVD 88     -      2659.181  (meters)    8724.33   (feet)  ADJUSTED  
 DF5482  ___________________________________________________________________
 DF5482  GEOID HEIGHT-         -12.33  (meters)                     GEOID03
 DF5482  DYNAMIC HT  -        2655.939 (meters)    8713.69  (feet)  COMP
 DF5482  MODELED GRAV-     979,311.6   (mgal)                       NAVD 88
 DF5482
 DF5482  VERT ORDER  -  FIRST     CLASS II
 DF5482
 DF5482.The horizontal coordinates were scaled from a topographic map and have
 DF5482.an estimated accuracy of +/- 6 seconds.
 DF5482
 DF5482.The orthometric height was determined by differential leveling
 DF5482.and adjusted by the National Geodetic Survey in November 2003..
 DF5482
 DF5482.The geoid height was determined by GEOID03.
 DF5482
 DF5482.The dynamic height is computed by dividing the NAVD 88
 DF5482.geopotential number by the normal gravity value computed on the
 DF5482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5482.degrees latitude (g = 980.6199 gals.).
 DF5482
 DF5482.The modeled gravity was interpolated from observed gravity values.
 DF5482
 DF5482;                    North         East    Units  Estimated Accuracy
 DF5482;SPC CO C     -   512,160.      896,730.      MT  (+/- 180 meters Scaled)
 DF5482
 DF5482                          SUPERSEDED SURVEY CONTROL
 DF5482
 DF5482.No superseded survey control is available for this station.
 DF5482
 DF5482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD394948(NAD 83)
 DF5482_MARKER: DV = VERTICAL CONTROL DISK
 DF5482_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DF5482_SP_SET: BRIDGE WINGWALL
 DF5482_STAMPING: M 449 2001
 DF5482_MARK LOGO: NGS   
 DF5482_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF5482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5482+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2001
 DF5482
 DF5482  HISTORY     - Date     Condition        Report By
 DF5482  HISTORY     - 20010817 MONUMENTED       NGS
 DF5482
 DF5482                          STATION DESCRIPTION
 DF5482
 DF5482'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5482'THE STATION IS LOCATED ABOUT 1.0 MI EAST-NORTHEAST OF SILVER PLUME AND
 DF5482'0.5 MI SOUTHWEST
 DF5482'OF GEORGETOWN, IN THE NORTHEAST 1/4 OF SECTION 18, T 4 S, R 74 W.
 DF5482'OWNERSHIP--COLORADO
 DF5482'HISTORICAL SOCIETY, GEORGETOWN LOOP HISTORIC MINING AND RAILROAD PARK.
 DF5482'TO REACH THE STATION FROM THE INTERSECTION OF ALVARADO ROAD AND LOOP
 DF5482'ROAD IN THE
 DF5482'TOWN OF GEORGETOWN, GO SOUTHWEST ON LOOP ROAD FOR 0.65 MI TO THE
 DF5482'PARKING LOT FOR THE
 DF5482'DEVIL'S GATE BOARDING AREA OF THE GEORGETOWN LOOP RAILROAD ON THE
 DF5482'RIGHT AND THE
 DF5482'BUILDINGS FOR THE BOARDING AREA ON THE LEFT AND THE MARK ON THE LEFT.
 DF5482' 
 DF5482'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF THE
 DF5482'SOUTHWEST CONCRETE
 DF5482'WINGWALL OF A BRIDGE OVER CLEAR CREEK BETWEEN THE BOARDING AREA AND
 DF5482'THE TRAIN
 DF5482'STATION. IT IS 41.2 M SOUTH-SOUTHWEST FROM THE CENTER LINE OF THE LOOP
 DF5482'ROAD, 21.3 M
 DF5482'WEST-NORTHWEST FROM THE WESTERN MOST AND NEAR RAIL, 19.3 M
 DF5482'SOUTH-SOUTHEAST FROM
 DF5482'THE CENTER OF THE TICKET WINDOW, 2.1 M SOUTHWEST FROM THE CENTER OF
 DF5482'THE BRIDGE, 1.5 M
 DF5482'NORTHEAST FROM A LIGHT BOX, 0.15 M SOUTHEAST FROM THE END OF THE
 DF5482'WINGWALL AND THE
 DF5482'SAME ELEVATION AS THE SIDEWALK.
 DF5482'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0522 ***********************************************************************
 LM0522  DESIGNATION -  M 45
 LM0522  PID         -  LM0522
 LM0522  STATE/COUNTY-  CO/MOFFAT
 LM0522  USGS QUAD   -  LAY SE (1973)
 LM0522
 LM0522                         *CURRENT SURVEY CONTROL
 LM0522  ___________________________________________________________________
 LM0522* NAD 83(1992)-  40 31 59.60979(N)    107 46 44.57487(W)     ADJUSTED  
 LM0522* NAVD 88     -      1942.019  (meters)    6371.44   (feet)  POSTED    
 LM0522  ___________________________________________________________________
 LM0522  X           -  -1,482,735.863 (meters)                     COMP
 LM0522  Y           -  -4,623,990.091 (meters)                     COMP
 LM0522  Z           -   4,124,416.880 (meters)                     COMP
 LM0522  LAPLACE CORR-           6.13  (seconds)                    DEFLEC99
 LM0522  ELLIP HEIGHT-        1926.80  (meters)          (12/03/02) GPS OBS
 LM0522  GEOID HEIGHT-         -15.14  (meters)                     GEOID03
 LM0522  DYNAMIC HT  -        1940.210 (meters)    6365.51  (feet)  COMP
 LM0522  MODELED GRAV-     979,623.9   (mgal)                       NAVD 88
 LM0522
 LM0522  HORZ ORDER  -  FIRST
 LM0522  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LM0522  ELLP ORDER  -  FOURTH    CLASS II
 LM0522
 LM0522.The horizontal coordinates were established by GPS observations
 LM0522.and adjusted by the National Geodetic Survey in March 1997..
 LM0522
 LM0522.The orthometric height was determined by differential leveling
 LM0522.and adjusted by the National Geodetic Survey in 1992..
 LM0522.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LM0522.rate of 1.1 thru 2.0 mm/km.
 LM0522
 LM0522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LM0522
 LM0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0522
 LM0522.The ellipsoidal height was determined by GPS observations
 LM0522.and is referenced to NAD 83.
 LM0522
 LM0522.The geoid height was determined by GEOID03.
 LM0522
 LM0522.The dynamic height is computed by dividing the NAVD 88
 LM0522.geopotential number by the normal gravity value computed on the
 LM0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0522.degrees latitude (g = 980.6199 gals.).
 LM0522
 LM0522.The modeled gravity was interpolated from observed gravity values.
 LM0522
 LM0522;                    North         East     Units Scale Factor Converg.
 LM0522;SPC CO N     -   440,508.467   721,334.568   MT  0.99996897   -1 28 21.3
 LM0522;SPC CO N     - 1,445,234.86  2,366,578.50   sFT  0.99996897   -1 28 21.3
 LM0522;UTM  13      - 4,490,654.065   264,622.199   MT  1.00028201   -1 48 24.8
 LM0522
 LM0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0522!SPC CO N     -   0.99969784  x   0.99996897  =   0.99966682
 LM0522!UTM  13      -   0.99969784  x   1.00028201  =   0.99997976
 LM0522
 LM0522                          SUPERSEDED SURVEY CONTROL
 LM0522
 LM0522  ELLIP H (03/12/97) 1926.82   (m)                       GP(       ) 3 2
 LM0522  NAVD 88 (03/12/97) 1942.02   (m)         6371.4    (f) LEVELING    3  
 LM0522  NGVD 29 (??/??/92) 1940.809  (m)         6367.47   (f) ADJ UNCH    1 2
 LM0522
 LM0522.Superseded values are not recommended for survey control.
 LM0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0522.See file dsdata.txt to determine how the superseded data were derived.
 LM0522
 LM0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE6462290654(NAD 83)
 LM0522_MARKER: DB = BENCH MARK DISK
 LM0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0522_STAMPING: M 45 1934
 LM0522_MARK LOGO: CGS   
 LM0522_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LM0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0522+STABILITY: SURFACE MOTION
 LM0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LM0522+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1996
 LM0522
 LM0522  HISTORY     - Date     Condition        Report By
 LM0522  HISTORY     - 1934     MONUMENTED       CGS
 LM0522  HISTORY     - 1958     GOOD             NGS
 LM0522  HISTORY     - 19960621 GOOD             CODOT
 LM0522
 LM0522                          STATION DESCRIPTION
 LM0522
 LM0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LM0522'14.4 MI W FROM CRAIG.
 LM0522'14.4 MILES WEST ALONG U.S. HIGHWAY 40 FROM CRAIG, MOFFAT COUNTY, 79
 LM0522'FEET NORTHWEST OF THE NORTH END OF AN 18-INCH IRON CULVERT, AT A ROAD
 LM0522'JUNCTION, 41 FEET EAST OF THE CENTERLINE OF THE T-ROAD LEADING NORTH,
 LM0522'AND 37 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 LM0522'STAMPED M 45 1934 AND SET IN THE TOP OF A CONCRETE POST.
 LM0522
 LM0522                          STATION RECOVERY (1958)
 LM0522
 LM0522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 LM0522'RECOVERED IN GOOD CONDITION.
 LM0522
 LM0522                          STATION RECOVERY (1996)
 LM0522
 LM0522'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (RSC)
 LM0522'THE STATION IS LOCATED ABOUT 10.5 MI (16.9 KM) WEST OF CRAIG, 5.5 MI
 LM0522'(8.9 KM) EAST OF LAY AND AT THE MOUTH OF BIG GULCH, IN THE NORTHEAST
 LM0522'1/4 OF SECTION 25, T 7 N, R 93 W, AT U.  S.  HIGHWAY 40 MILEPOST 78.0.
 LM0522'OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION RIGHT-OF-WAY  TO REACH
 LM0522'THE STATION FROM THE U.  S.  HIGHWAY 40 AND MOFFAT COUNTY ROAD 15,
 LM0522'ABOUT 12.8 MI (20.6 KM) WEST OF CRAIG, GO NORTHEASTERLY 0.05 MI (0.08
 LM0522'KM) ON MOFFAT COUNTY ROAD 15 TO THE STATION ON THE RIGHT  THE MARK IS
 LM0522'A STANDARD DISK SET INTO THE TOP OF A 22 CM SQUARE CONCRETE POST
 LM0522'PROJECTING 3 CM ABOVE THE GROUND.  IT IS 95.0 M (311.7 FT) NORTHEAST
 LM0522'FROM THE CENTER LINE OF U.  S.  HIGHWAY 40, 36.9 M (121.1 FT)
 LM0522'NORTHEAST FROM THE TOP CENTER OF A TELEPHONE PEDISTAL NUMBER 86L 74
 LM0522'61, 11.8 M (38.7 FT) EAST-SOUTHEAST FROM THE CENTER OF MOFFAT COUNTY
 LM0522'ROAD 15, 3.5 M (11.5 FT) SOUTHEAST FROM A FENCE CORNER, 0.85 M (2.79
 LM0522'FT) SOUTHWEST FROM A RIGHT-OF-WAY FENCE, 0.85 M (2.79 FT) WEST FROM A
 LM0522'WITNESS POST AND ABOUT 0.6 M (2.0 FT) LOWER THAN THE COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DF5516 ***********************************************************************
 DF5516  DESIGNATION -  M 450
 DF5516  PID         -  DF5516
 DF5516  STATE/COUNTY-  CO/SUMMIT
 DF5516  USGS QUAD   -  LOVELAND PASS (1987)
 DF5516
 DF5516                         *CURRENT SURVEY CONTROL
 DF5516  ___________________________________________________________________
 DF5516* NAD 83(1986)-  39 39 16.     (N)    105 59 55.     (W)     SCALED    
 DF5516* NAVD 88     -      3001.616  (meters)    9847.80   (feet)  ADJUSTED  
 DF5516  ___________________________________________________________________
 DF5516  GEOID HEIGHT-         -12.52  (meters)                     GEOID03
 DF5516  DYNAMIC HT  -        2997.643 (meters)    9834.77  (feet)  COMP
 DF5516  MODELED GRAV-     979,194.7   (mgal)                       NAVD 88
 DF5516
 DF5516  VERT ORDER  -  FIRST     CLASS II
 DF5516
 DF5516.The horizontal coordinates were scaled from a topographic map and have
 DF5516.an estimated accuracy of +/- 6 seconds.
 DF5516
 DF5516.The orthometric height was determined by differential leveling
 DF5516.and adjusted by the National Geodetic Survey in November 2003..
 DF5516
 DF5516.The geoid height was determined by GEOID03.
 DF5516
 DF5516.The dynamic height is computed by dividing the NAVD 88
 DF5516.geopotential number by the normal gravity value computed on the
 DF5516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5516.degrees latitude (g = 980.6199 gals.).
 DF5516
 DF5516.The modeled gravity was interpolated from observed gravity values.
 DF5516
 DF5516;                    North         East    Units  Estimated Accuracy
 DF5516;SPC CO C     -   507,080.      871,610.      MT  (+/- 180 meters Scaled)
 DF5516
 DF5516                          SUPERSEDED SURVEY CONTROL
 DF5516
 DF5516.No superseded survey control is available for this station.
 DF5516
 DF5516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD143898(NAD 83)
 DF5516_MARKER: DV = VERTICAL CONTROL DISK
 DF5516_SETTING: 80 = SET IN A BOULDER
 DF5516_STAMPING: M 450 2001
 DF5516_MARK LOGO: NGS   
 DF5516_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF5516+STABILITY: SURFACE MOTION
 DF5516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5516+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2001
 DF5516
 DF5516  HISTORY     - Date     Condition        Report By
 DF5516  HISTORY     - 20010904 MONUMENTED       NGS
 DF5516
 DF5516                          STATION DESCRIPTION
 DF5516
 DF5516'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 DF5516'THE STATION IS LOCATED ABOUT 5 MI NORTHEAST OF SILVERTHORNE, 3.8 MI
 DF5516'SOUTHWEST OF THE
 DF5516'WEST END OF EISENHOWER MEMORIAL TUNNEL AND 1.3 MI SOUTHWEST FROM THE
 DF5516'UNDERPASS ON
 DF5516'INTERSTATE 70 AT MILEPOST 211.0. OWNERSHIP--U. S. FOREST SERVICE
 DF5516' 
 DF5516'TO REACH THE STATION FROM INTERSTATE 70 EXIT 205 AND STATE HIGHWAY 9
 DF5516'AND U. S. HIGHWAY 6,
 DF5516'GO EAST AND NORTHEAST ON SH 9 AND US 6 FOR 1.25 MI TO THE INTERSECTION
 DF5516'OF EVERGREEN
 DF5516'ROAD. TURN LEFT, NORTHWEST, FOR ABOUT 30 M TO THE INTERSECTION OF
 DF5516'COUNTY ROAD 51. TURN
 DF5516'RIGHT, NORTHEAST, ON COUNTY ROAD 51 FOR 0.5 MI TO THE END OF PAVED
 DF5516'ROAD. CONTINUE AHEAD
 DF5516'ON THE DIRT ROAD NORTHEAST, FOR 1.25 MI TO A PARKING AREA AND A LOCKED
 DF5516'GATE. A KEY CAN BE
 DF5516'GOTTEN FROM THE U. S. FOREST SERVICE. PASS THROUGH THE GATE, UPHILL,
 DF5516'FOR 1.45 MI TO THE
 DF5516'STATION ON THE LEFT AT A FORK IN THE ROAD.
 DF5516' 
 DF5516'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF A
 DF5516'GRANITE BOULDER 0.6 M BY
 DF5516'1.0 M BY 0.15 M HIGH AT THE SIDE OF AN OLD TRACK ROAD LEADING TO
 DF5516'INTERSTATE 70 FOR ABOUT
 DF5516'0.1 MI. IT IS 33.9 M EAST-SOUTHEAST FROM THE GUARD RAIL OF THE
 DF5516'EASTBOUND INTERSTATE 70,
 DF5516'24.25 M WEST-SOUTHWEST FROM A GAS PIPELINE WARNING SIGN, 13.25 M
 DF5516'WEST-NORTHWEST FROM
 DF5516'THE MAIN USED BIKE TRAIL, 5.0 M SOUTHEAST FROM A WITNESS POST, ABOUT 6
 DF5516'M BELOW THE
 DF5516'INTERSTATE AND ABOUT 0.1 MI NORTHWEST OF POWER LINES.
 DF5516'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH9168 ***********************************************************************
 DH9168  DESIGNATION -  M 452
 DH9168  PID         -  DH9168
 DH9168  STATE/COUNTY-  CO/DENVER
 DH9168  USGS QUAD   -  DENVER INTERNATIONAL AIRPORT (1994)
 DH9168
 DH9168                         *CURRENT SURVEY CONTROL
 DH9168  ___________________________________________________________________
 DH9168* NAD 83(1986)-  39 49 58.     (N)    104 43 21.     (W)     SCALED    
 DH9168* NAVD 88     -      1625.351  (meters)    5332.51   (feet)  ADJUSTED  
 DH9168  ___________________________________________________________________
 DH9168  GEOID HEIGHT-         -17.91  (meters)                     GEOID03
 DH9168  DYNAMIC HT  -        1623.829 (meters)    5327.51  (feet)  COMP
 DH9168  MODELED GRAV-     979,632.6   (mgal)                       NAVD 88
 DH9168
 DH9168  VERT ORDER  -  SECOND    CLASS I
 DH9168
 DH9168.The horizontal coordinates were scaled from a topographic map and have
 DH9168.an estimated accuracy of +/- 6 seconds.
 DH9168
 DH9168.The orthometric height was determined by differential leveling
 DH9168.and adjusted by the National Geodetic Survey in July 2006..
 DH9168
 DH9168.The geoid height was determined by GEOID03.
 DH9168
 DH9168.The dynamic height is computed by dividing the NAVD 88
 DH9168.geopotential number by the normal gravity value computed on the
 DH9168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9168.degrees latitude (g = 980.6199 gals.).
 DH9168
 DH9168.The modeled gravity was interpolated from observed gravity values.
 DH9168
 DH9168;                    North         East    Units  Estimated Accuracy
 DH9168;SPC CO C     -   527,050.      980,960.      MT  (+/- 180 meters Scaled)
 DH9168
 DH9168                          SUPERSEDED SURVEY CONTROL
 DH9168
 DH9168.No superseded survey control is available for this station.
 DH9168
 DH9168_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE237092(NAD 83)
 DH9168_MARKER: DV = VERTICAL CONTROL DISK
 DH9168_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DH9168_SP_SET: LIGHTPOLE BASE
 DH9168_STAMPING: M 452 2002
 DH9168_MARK LOGO: NGS   
 DH9168_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH9168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9168+STABILITY: SURFACE MOTION
 DH9168_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH9168+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DH9168
 DH9168  HISTORY     - Date     Condition        Report By
 DH9168  HISTORY     - 2002     MONUMENTED       NGS
 DH9168  HISTORY     - 2005     GOOD             WOOLPT
 DH9168
 DH9168                          STATION DESCRIPTION
 DH9168
 DH9168'DESCRIBED BY WOOLPERT CONSULTANTS 2005 (CRR)
 DH9168'DESCRIBED BY WOOLPERT, INC. 2005 (RLH)
 DH9168' 
 DH9168'THE STATION IS LOCATED ABOUT 6.5 KM (4.0 MI) SOUTHWEST OF THE AIRPORT
 DH9168'TERMINAL, 3.6 KM (2.3 MI) WEST FROM THE INTERSECTION OF PENA BOULEVARD
 DH9168'AND JACKSON GAP RD, 3.1 KM (1.9 MI) EAST OF THE INTERSECTION OF PENA
 DH9168'BOULEVARD AND TOWER ROAD, OWNERSHIP--CITY AND COUNTY OF DENVER
 DH9168'INTERNATIONAL AIRPORT, MR.  KEN CONLAN, 303-342-8665
 DH9168' 
 DH9168'TO REACH THE STATION FROM EAST BOUND INTERSTATE 70 AND THE OFF RAMP
 DH9168'TO PENA BOULEVARD GOING TO THE AIRPORT, TAKE THE OFF RAMP, PENA
 DH9168'BOULEVARD TO THE 45 MIN. PARKING LOT, EXIT TO THE PARKING LOT, A TOTAL
 DH9168'OF 12.9 KM (8.0 MI).
 DH9168' 
 DH9168'THE MARK IS A NGS BRASS DISK SET IN THE TOP OF A CONCRETE LIGHT POLE
 DH9168'BASE.  IT IS 4.9 M (16.0  FT) WEST OF A  ELECTRIC PEDISTAL, 16.6 M
 DH9168'(54.4 FT) SOUTH FROM A SIGN ON THE SOUTH BORDER OF THE 45 MIN.
 DH9168'PARKING, 26.7 M (87.5 FT) SOUTHEAST FROM ANGLE POINT OF  45 MIN.
 DH9168'PARKING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0034 ***********************************************************************
 LN0034  DESIGNATION -  M 46
 LN0034  PID         -  LN0034
 LN0034  STATE/COUNTY-  CO/MOFFAT
 LN0034  USGS QUAD   -  ELK SPRINGS (1986)
 LN0034
 LN0034                         *CURRENT SURVEY CONTROL
 LN0034  ___________________________________________________________________
 LN0034* NAD 83(1986)-  40 21 57.     (N)    108 23 46.     (W)     SCALED    
 LN0034* NAVD 88     -      2037.355  (meters)    6684.22   (feet)  POSTED    
 LN0034  ___________________________________________________________________
 LN0034  GEOID HEIGHT-         -16.24  (meters)                     GEOID03
 LN0034  DYNAMIC HT  -        2035.330 (meters)    6677.58  (feet)  COMP
 LN0034  MODELED GRAV-     979,560.8   (mgal)                       NAVD 88
 LN0034
 LN0034  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LN0034
 LN0034.The horizontal coordinates were scaled from a topographic map and have
 LN0034.an estimated accuracy of +/- 6 seconds.
 LN0034
 LN0034.The orthometric height was determined by differential leveling
 LN0034.and adjusted by the National Geodetic Survey in 1992..
 LN0034.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LN0034.rate of 1.1 thru 2.0 mm/km.
 LN0034
 LN0034.The geoid height was determined by GEOID03.
 LN0034
 LN0034.The dynamic height is computed by dividing the NAVD 88
 LN0034.geopotential number by the normal gravity value computed on the
 LN0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0034.degrees latitude (g = 980.6199 gals.).
 LN0034
 LN0034.The modeled gravity was interpolated from observed gravity values.
 LN0034
 LN0034;                    North         East    Units  Estimated Accuracy
 LN0034;SPC CO N     -   423,460.      668,470.      MT  (+/- 180 meters Scaled)
 LN0034
 LN0034                          SUPERSEDED SURVEY CONTROL
 LN0034
 LN0034  NGVD 29 (??/??/92) 2036.001  (m)         6679.78   (f) ADJ UNCH    1 2
 LN0034
 LN0034.Superseded values are not recommended for survey control.
 LN0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0034.See file dsdata.txt to determine how the superseded data were derived.
 LN0034
 LN0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK210716(NAD 83)
 LN0034_MARKER: DB = BENCH MARK DISK
 LN0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0034_STAMPING: M 46 1934
 LN0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0034+STABILITY: SURFACE MOTION
 LN0034
 LN0034  HISTORY     - Date     Condition        Report By
 LN0034  HISTORY     - 1934     MONUMENTED       CGS
 LN0034  HISTORY     - 1960     GOOD             USGS
 LN0034
 LN0034                          STATION DESCRIPTION
 LN0034
 LN0034'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 LN0034'2.9 MI E FROM ELK SPRINGS.
 LN0034'2.9 MILES EAST ALONG U. S. 40 FROM ELK SPRINGS, 0.15 MILE SOUTHEAST
 LN0034'ALONG DIRT ROAD, AT A ROAD CROSSING, 30 FEET NORTHEAST OF THE
 LN0034'SOUTHWEST-NORTHEAST ROAD AND 15 FEET NORTHEAST OF THE NORTH-SOUTH
 LN0034'ROAD.  A STANDARD DISK, STAMPED M 46 1934 AND SET IN THE TOP OF A
 LN0034'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0181 ***********************************************************************
 KL0181  DESIGNATION -  M 47
 KL0181  PID         -  KL0181
 KL0181  STATE/COUNTY-  CO/EAGLE
 KL0181  USGS QUAD   -  PANDO (1987)
 KL0181
 KL0181                         *CURRENT SURVEY CONTROL
 KL0181  ___________________________________________________________________
 KL0181* NAD 83(1986)-  39 23 29.     (N)    106 19 08.     (W)     SCALED    
 KL0181* NAVD 88     -      3016.633  (meters)    9897.07   (feet)  ADJUSTED  
 KL0181  ___________________________________________________________________
 KL0181  GEOID HEIGHT-         -12.64  (meters)                     GEOID03
 KL0181  DYNAMIC HT  -        3012.644 (meters)    9883.98  (feet)  COMP
 KL0181  MODELED GRAV-     979,195.4   (mgal)                       NAVD 88
 KL0181
 KL0181  VERT ORDER  -  FIRST     CLASS II
 KL0181
 KL0181.The horizontal coordinates were scaled from a topographic map and have
 KL0181.an estimated accuracy of +/- 6 seconds.
 KL0181
 KL0181.The orthometric height was determined by differential leveling
 KL0181.and adjusted by the National Geodetic Survey in June 1991..
 KL0181
 KL0181.The geoid height was determined by GEOID03.
 KL0181
 KL0181.The dynamic height is computed by dividing the NAVD 88
 KL0181.geopotential number by the normal gravity value computed on the
 KL0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0181.degrees latitude (g = 980.6199 gals.).
 KL0181
 KL0181.The modeled gravity was interpolated from observed gravity values.
 KL0181
 KL0181;                    North         East    Units  Estimated Accuracy
 KL0181;SPC CO C     -   478,080.      843,860.      MT  (+/- 180 meters Scaled)
 KL0181
 KL0181                          SUPERSEDED SURVEY CONTROL
 KL0181
 KL0181  NGVD 29 (??/??/92) 3014.789  (m)         9891.02   (f) ADJ UNCH    1 2
 KL0181
 KL0181.Superseded values are not recommended for survey control.
 KL0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0181.See file dsdata.txt to determine how the superseded data were derived.
 KL0181
 KL0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD864610(NAD 83)
 KL0181_MARKER: DB = BENCH MARK DISK
 KL0181_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KL0181_SP_SET: ABUTMENT
 KL0181_STAMPING: M 47 1934
 KL0181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0181
 KL0181  HISTORY     - Date     Condition        Report By
 KL0181  HISTORY     - 1934     MONUMENTED       CGS
 KL0181  HISTORY     - 1959     GOOD             DOD
 KL0181
 KL0181                          STATION DESCRIPTION
 KL0181
 KL0181'DESCRIBED BY US DEPARTMENT OF DEFENSE 1959
 KL0181'4.8 MI S FROM PANDO.
 KL0181'4.8 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 KL0181'PANDO, EAGLE COUNTY, AT BRIDGE 283.86, IN THE TOP OF THE NORTH
 KL0181'CONCRETE ABUTMENT, 2 FEET NORTH AND 2 FEET WEST OF THE SOUTHEAST
 KL0181'CORNER, AND 6.1 FEET EAST OF THE EAST RAIL OF THE NORTH-BOUND TRACK. A
 KL0181'STANDARD DISK, STAMPED M 47 1934.  NOTE-- IS 8 FEET SOUTHEAST OF THE
 KL0181'CENTERLINE OF THE NORTH-BOUND TRACK AND 0.4 FEET LOWER.  65 FEET
 KL0181'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY AND 15.7 FEET LOWER.  AND
 KL0181'182 FEET NORTH-NORTHEAST OF THE HIGH POINT OF THE ROCK CUT WEST OF THE
 KL0181'CURVE AND 38.3 FEET LOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0014 ***********************************************************************
 JL0014  DESIGNATION -  M 5
 JL0014  PID         -  JL0014
 JL0014  STATE/COUNTY-  CO/CHAFFEE
 JL0014  USGS QUAD   -  NATHROP (1983)
 JL0014
 JL0014                         *CURRENT SURVEY CONTROL
 JL0014  ___________________________________________________________________
 JL0014* NAD 83(1986)-  38 41 37.     (N)    106 02 56.     (W)     SCALED    
 JL0014* NAVD 88     -      2286.873  (meters)    7502.85   (feet)  ADJUSTED  
 JL0014  ___________________________________________________________________
 JL0014  GEOID HEIGHT-         -14.35  (meters)                     GEOID03
 JL0014  DYNAMIC HT  -        2284.066 (meters)    7493.64  (feet)  COMP
 JL0014  MODELED GRAV-     979,319.0   (mgal)                       NAVD 88
 JL0014
 JL0014  VERT ORDER  -  FIRST     CLASS II
 JL0014
 JL0014.The horizontal coordinates were scaled from a topographic map and have
 JL0014.an estimated accuracy of +/- 6 seconds.
 JL0014
 JL0014.The orthometric height was determined by differential leveling
 JL0014.and adjusted by the National Geodetic Survey in June 1991..
 JL0014
 JL0014.The geoid height was determined by GEOID03.
 JL0014
 JL0014.The dynamic height is computed by dividing the NAVD 88
 JL0014.geopotential number by the normal gravity value computed on the
 JL0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0014.degrees latitude (g = 980.6199 gals.).
 JL0014
 JL0014.The modeled gravity was interpolated from observed gravity values.
 JL0014
 JL0014;                    North         East    Units  Estimated Accuracy
 JL0014;SPC CO C     -   400,440.      866,650.      MT  (+/- 180 meters Scaled)
 JL0014
 JL0014                          SUPERSEDED SURVEY CONTROL
 JL0014
 JL0014  NGVD 29 (??/??/92) 2285.393  (m)         7497.99   (f) ADJ UNCH    1 2
 JL0014
 JL0014.Superseded values are not recommended for survey control.
 JL0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0014.See file dsdata.txt to determine how the superseded data were derived.
 JL0014
 JL0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC087832(NAD 83)
 JL0014_MARKER: DB = BENCH MARK DISK
 JL0014_SETTING: 80 = SET IN A BOULDER
 JL0014_SP_SET: BOULDER
 JL0014_STAMPING: M 5 1925
 JL0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0014+STABILITY: SURFACE MOTION
 JL0014
 JL0014  HISTORY     - Date     Condition        Report By
 JL0014  HISTORY     - 1925     MONUMENTED       CGS
 JL0014  HISTORY     - 1958     GOOD             NGS
 JL0014  HISTORY     - 1976     GOOD             USGS
 JL0014
 JL0014                          STATION DESCRIPTION
 JL0014
 JL0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 JL0014'4.25 MI SE FROM NATHROP.
 JL0014'ABOUT 4.25 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 JL0014'RAILROAD FROM THE STOCK PENS AT NATHROP, ABOUT 0.2 MILE SOUTHEAST OF
 JL0014'MILEPOST 229, IN THE TOP OF A LARGE 15 X 22 FOOT GRANITE BOULDER, 10
 JL0014'FEET SOUTH OF THE NORTH END, 126 FEET NORTHWEST OF THE SOUTHWEST END
 JL0014'OF THE NORTHWEST ABUTMENT OF BRIDGE 228.75, 26 FEET SOUTHWEST OF THE
 JL0014'SOUTHWEST RAIL, AND ON THE NORTHEAST BANK OF THE ARKANSAS RIVER.
 JL0014
 JL0014                          STATION RECOVERY (1976)
 JL0014
 JL0014'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 JL0014'80 FEET SOUTH OF CENTERLINE OF ROAD AND 0.1 MI EAST ALONG CENTERLINE
 JL0014'OF ROAD FROM SCHOOL MUSEUM IN TOP OF 4X8X2 FT GRANITE ROCK, AT WEST
 JL0014'EDGE OF TREES. STANDARD TABLET STAMPED M-5 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0700 ***********************************************************************
 KK0700  DESIGNATION -  M 5
 KK0700  PID         -  KK0700
 KK0700  STATE/COUNTY-  CO/JEFFERSON
 KK0700  USGS QUAD   -  PLATTE CANYON (1994)
 KK0700
 KK0700                         *CURRENT SURVEY CONTROL
 KK0700  ___________________________________________________________________
 KK0700* NAD 83(1986)-  39 25 58.     (N)    105 13 38.     (W)     SCALED    
 KK0700* NAVD 88     -      1948.732  (meters)    6393.46   (feet)  POSTED    
 KK0700  ___________________________________________________________________
 KK0700  GEOID HEIGHT-         -14.74  (meters)                     GEOID03
 KK0700  DYNAMIC HT  -        1946.700 (meters)    6386.80  (feet)  COMP
 KK0700  MODELED GRAV-     979,514.5   (mgal)                       NAVD 88
 KK0700
 KK0700  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0700
 KK0700.The horizontal coordinates were scaled from a topographic map and have
 KK0700.an estimated accuracy of +/- 6 seconds.
 KK0700
 KK0700.The orthometric height was determined by differential leveling
 KK0700.and adjusted by the National Geodetic Survey in 1992..
 KK0700.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0700.rate of 0.0 thru 1.0 mm/km.
 KK0700
 KK0700.The geoid height was determined by GEOID03.
 KK0700
 KK0700.The dynamic height is computed by dividing the NAVD 88
 KK0700.geopotential number by the normal gravity value computed on the
 KK0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0700.degrees latitude (g = 980.6199 gals.).
 KK0700
 KK0700.The modeled gravity was interpolated from observed gravity values.
 KK0700
 KK0700;                    North         East    Units  Estimated Accuracy
 KK0700;SPC CO C     -   482,390.      937,890.      MT  (+/- 180 meters Scaled)
 KK0700
 KK0700                          SUPERSEDED SURVEY CONTROL
 KK0700
 KK0700  NGVD 29 (??/??/92) 1947.636  (m)         6389.87   (f) ADJ UNCH    1 2
 KK0700
 KK0700.Superseded values are not recommended for survey control.
 KK0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0700.See file dsdata.txt to determine how the superseded data were derived.
 KK0700
 KK0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD804648(NAD 83)
 KK0700_MARKER: DD = SURVEY DISK
 KK0700_SETTING: 66 = SET IN ROCK OUTCROP
 KK0700_SP_SET: ROCK OUTCROP
 KK0700_STAMPING: M 5 6390.644
 KK0700_MARK LOGO: BOR   
 KK0700_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0700_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0700+STABILITY: POSITION/ELEVATION WELL
 KK0700
 KK0700  HISTORY     - Date     Condition        Report By
 KK0700  HISTORY     - UNK      MONUMENTED       BOR
 KK0700  HISTORY     - 1951     GOOD             NGS
 KK0700  HISTORY     - 1955     GOOD             NGS
 KK0700  HISTORY     - 19890927 GOOD             NGS
 KK0700
 KK0700                          STATION DESCRIPTION
 KK0700
 KK0700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0700'5.2 MI NE FROM BUFFALO CREEK.
 KK0700'5.15 MILES NORTHEAST ALONG THE ABANDONED COLORADO AND SOUTHERN
 KK0700'RAILROAD GRADE FROM THE POST OFFICE AT BUFFALO CREEK, 27 FEET
 KK0700'NORTHWEST OF THE CENTER LINE OF THE OLD RAILROAD GRADE, 145 FEET
 KK0700'WEST OF A LONE PINE TREE, 7 FEET ABOVE THE LEVEL OF THE RAILROAD
 KK0700'GRADE, SET IN THE TOP OF A GRANITE LEDGE.
 KK0700
 KK0700                          STATION RECOVERY (1955)
 KK0700
 KK0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0700'RECOVERED IN GOOD CONDITION.
 KK0700
 KK0700                          STATION RECOVERY (1989)
 KK0700
 KK0700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KK0700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0218 ***********************************************************************
 KK0218  DESIGNATION -  M 53
 KK0218  PID         -  KK0218
 KK0218  STATE/COUNTY-  CO/EL PASO
 KK0218  USGS QUAD   -  EASTONVILLE (1975)
 KK0218
 KK0218                         *CURRENT SURVEY CONTROL
 KK0218  ___________________________________________________________________
 KK0218* NAD 83(1986)-  39 06 49.     (N)    104 32 58.     (W)     SCALED    
 KK0218* NAVD 88     -      2169.712  (meters)    7118.46   (feet)  POSTED    
 KK0218  ___________________________________________________________________
 KK0218  GEOID HEIGHT-         -17.60  (meters)                     GEOID03
 KK0218  DYNAMIC HT  -        2167.290 (meters)    7110.52  (feet)  COMP
 KK0218  MODELED GRAV-     979,434.8   (mgal)                       NAVD 88
 KK0218
 KK0218  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 KK0218
 KK0218.The horizontal coordinates were scaled from a topographic map and have
 KK0218.an estimated accuracy of +/- 6 seconds.
 KK0218
 KK0218.The orthometric height was determined by differential leveling
 KK0218.and adjusted by the National Geodetic Survey in 1992..
 KK0218.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 KK0218.rate of 3.1 thru 4.0 mm/km.
 KK0218
 KK0218.The geoid height was determined by GEOID03.
 KK0218
 KK0218.The dynamic height is computed by dividing the NAVD 88
 KK0218.geopotential number by the normal gravity value computed on the
 KK0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0218.degrees latitude (g = 980.6199 gals.).
 KK0218
 KK0218.The modeled gravity was interpolated from observed gravity values.
 KK0218
 KK0218;                    North         East    Units  Estimated Accuracy
 KK0218;SPC CO C     -   447,350.      996,610.      MT  (+/- 180 meters Scaled)
 KK0218
 KK0218                          SUPERSEDED SURVEY CONTROL
 KK0218
 KK0218  NGVD 29 (??/??/92) 2168.508  (m)         7114.51   (f) ADJ UNCH    2 0
 KK0218
 KK0218.Superseded values are not recommended for survey control.
 KK0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0218.See file dsdata.txt to determine how the superseded data were derived.
 KK0218
 KK0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED389294(NAD 83)
 KK0218_MARKER: DB = BENCH MARK DISK
 KK0218_SETTING: 66 = SET IN ROCK OUTCROP
 KK0218_SP_SET: OUTCROP
 KK0218_STAMPING: M 53 1934
 KK0218_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0218+STABILITY: POSITION/ELEVATION WELL
 KK0218
 KK0218  HISTORY     - Date     Condition        Report By
 KK0218  HISTORY     - 1934     MONUMENTED       CGS
 KK0218
 KK0218                          STATION DESCRIPTION
 KK0218
 KK0218'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0218'4.3 MI N FROM EASTONVILLE.
 KK0218'4.3 MILES NORTH ALONG THE COLORADO AND SOUTHERN RAILWAY FROM
 KK0218'EASTONVILLE, EL PASO COUNTY, 138 YARDS NORTHEAST OF MILEPOST 60,
 KK0218'70 YARDS SOUTHWEST OF THE BASE OF A ROCKY HILL, 87 FEET EAST OF
 KK0218'THE CENTERLINE OF THE TRACK, 34 FEET EAST OF THE RIGHT-OF-WAY
 KK0218'FENCE, AND IN CONGLOMERATE ROCK IN THE NORTH EDGE OF AN OUTCROP.
 KK0218'A STANDARD DISK, STAMPED M 53 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0518 ***********************************************************************
 KK0518  DESIGNATION -  M 54
 KK0518  PID         -  KK0518
 KK0518  STATE/COUNTY-  CO/ARAPAHOE
 KK0518  USGS QUAD   -  FITZSIMONS (1994)
 KK0518
 KK0518                         *CURRENT SURVEY CONTROL
 KK0518  ___________________________________________________________________
 KK0518* NAD 83(1986)-  39 38 57.     (N)    104 52 26.     (W)     SCALED    
 KK0518* NAVD 88     -      1680.780  (meters)    5514.36   (feet)  POSTED    
 KK0518  ___________________________________________________________________
 KK0518  GEOID HEIGHT-         -17.35  (meters)                     GEOID03
 KK0518  DYNAMIC HT  -        1679.140 (meters)    5508.98  (feet)  COMP
 KK0518  MODELED GRAV-     979,589.1   (mgal)                       NAVD 88
 KK0518
 KK0518  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0518
 KK0518.The horizontal coordinates were scaled from a topographic map and have
 KK0518.an estimated accuracy of +/- 6 seconds.
 KK0518
 KK0518.The orthometric height was determined by differential leveling
 KK0518.and adjusted by the National Geodetic Survey in 1992..
 KK0518.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0518.rate of 1.1 thru 2.0 mm/km.
 KK0518
 KK0518.The geoid height was determined by GEOID03.
 KK0518
 KK0518.The dynamic height is computed by dividing the NAVD 88
 KK0518.geopotential number by the normal gravity value computed on the
 KK0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0518.degrees latitude (g = 980.6199 gals.).
 KK0518
 KK0518.The modeled gravity was interpolated from observed gravity values.
 KK0518
 KK0518;                    North         East    Units  Estimated Accuracy
 KK0518;SPC CO C     -   506,560.      968,140.      MT  (+/- 180 meters Scaled)
 KK0518
 KK0518                          SUPERSEDED SURVEY CONTROL
 KK0518
 KK0518  NGVD 29 (??/??/92) 1679.871  (m)         5511.38   (f) ADJ UNCH    2 0
 KK0518
 KK0518.Superseded values are not recommended for survey control.
 KK0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0518.See file dsdata.txt to determine how the superseded data were derived.
 KK0518
 KK0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED108888(NAD 83)
 KK0518_MARKER: DB = BENCH MARK DISK
 KK0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0518_STAMPING: M 54 1934
 KK0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0518+STABILITY: SURFACE MOTION
 KK0518
 KK0518  HISTORY     - Date     Condition        Report By
 KK0518  HISTORY     - 1934     MONUMENTED       CGS
 KK0518
 KK0518                          STATION DESCRIPTION
 KK0518
 KK0518'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0518'2 MI S FROM SULLIVAN.
 KK0518'2.0 MILES SOUTH ALONG THE COLORADO AND SOUTHERN RAILWAY FROM
 KK0518'SULLIVAN, ARAPAHOE COUNTY, 64 FEET NORTHEAST OF MILEPOST 12, 54
 KK0518'FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, 28 FEET SOUTHWEST
 KK0518'OF THE CENTERLINE OF STATE HIGHWAY 88, AND IN LINE WITH A ROW OF
 KK0518'POLES.  A STANDARD DISK, STAMPED M 54 1934 AND SET IN THE TOP OF
 KK0518'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0239 ***********************************************************************
 LK0239  DESIGNATION -  M 55
 LK0239  PID         -  LK0239
 LK0239  STATE/COUNTY-  CO/WASHINGTON
 LK0239  USGS QUAD   -  FREMONT BUTTE (1984)
 LK0239
 LK0239                         *CURRENT SURVEY CONTROL
 LK0239  ___________________________________________________________________
 LK0239* NAD 83(1986)-  40 09 48.     (N)    103 17 32.     (W)     SCALED    
 LK0239* NAVD 88     -      1412.421  (meters)    4633.92   (feet)  ADJUSTED  
 LK0239  ___________________________________________________________________
 LK0239  GEOID HEIGHT-         -20.12  (meters)                     GEOID03
 LK0239  DYNAMIC HT  -        1411.264 (meters)    4630.12  (feet)  COMP
 LK0239  MODELED GRAV-     979,756.6   (mgal)                       NAVD 88
 LK0239
 LK0239  VERT ORDER  -  SECOND    CLASS 0
 LK0239
 LK0239.The horizontal coordinates were scaled from a topographic map and have
 LK0239.an estimated accuracy of +/- 6 seconds.
 LK0239
 LK0239.The orthometric height was determined by differential leveling
 LK0239.and adjusted by the National Geodetic Survey in June 1991..
 LK0239
 LK0239.The geoid height was determined by GEOID03.
 LK0239
 LK0239.The dynamic height is computed by dividing the NAVD 88
 LK0239.geopotential number by the normal gravity value computed on the
 LK0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0239.degrees latitude (g = 980.6199 gals.).
 LK0239
 LK0239.The modeled gravity was interpolated from observed gravity values.
 LK0239
 LK0239;                    North         East    Units  Estimated Accuracy
 LK0239;SPC CO N     -   399,300.    1,102,460.      MT  (+/- 180 meters Scaled)
 LK0239
 LK0239                          SUPERSEDED SURVEY CONTROL
 LK0239
 LK0239  NGVD 29 (??/??/92) 1411.758  (m)         4631.74   (f) ADJ UNCH    2 0
 LK0239
 LK0239.Superseded values are not recommended for survey control.
 LK0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0239.See file dsdata.txt to determine how the superseded data were derived.
 LK0239
 LK0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE454472(NAD 83)
 LK0239_MARKER: DB = BENCH MARK DISK
 LK0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0239_STAMPING: M 55 1935
 LK0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0239+STABILITY: SURFACE MOTION
 LK0239
 LK0239  HISTORY     - Date     Condition        Report By
 LK0239  HISTORY     - 1935     MONUMENTED       CGS
 LK0239
 LK0239                          STATION DESCRIPTION
 LK0239
 LK0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LK0239'4.2 MI W FROM AKRON.
 LK0239'4.2 MILES WEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LK0239'FROM THE STATION AT AKRON, WASHINGTON COUNTY, 220 FEET SOUTHWEST
 LK0239'OF MILEPOST 435, 65 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 LK0239'MIDWAY BETWEEN TWO POLES, AND 20 FEET NORTH OF A FENCE CORNER.  A
 LK0239'STANDARD DISK, STAMPED M 55 1935 AND SET IN THE TOP OF A CONCRETE
 LK0239'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0177 ***********************************************************************
 KJ0177  DESIGNATION -  M 56
 KJ0177  PID         -  KJ0177
 KJ0177  STATE/COUNTY-  CO/WASHINGTON
 KJ0177  USGS QUAD   -  ANTON (1978)
 KJ0177
 KJ0177                         *CURRENT SURVEY CONTROL
 KJ0177  ___________________________________________________________________
 KJ0177* NAD 83(1986)-  39 43 38.     (N)    103 08 54.     (W)     SCALED    
 KJ0177* NAVD 88     -      1465.437  (meters)    4807.85   (feet)  ADJUSTED  
 KJ0177  ___________________________________________________________________
 KJ0177  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 KJ0177  DYNAMIC HT  -        1464.139 (meters)    4803.60  (feet)  COMP
 KJ0177  MODELED GRAV-     979,689.3   (mgal)                       NAVD 88
 KJ0177
 KJ0177  VERT ORDER  -  SECOND    CLASS 0
 KJ0177
 KJ0177.The horizontal coordinates were scaled from a topographic map and have
 KJ0177.an estimated accuracy of +/- 6 seconds.
 KJ0177
 KJ0177.The orthometric height was determined by differential leveling
 KJ0177.and adjusted by the National Geodetic Survey in June 1991..
 KJ0177
 KJ0177.The geoid height was determined by GEOID03.
 KJ0177
 KJ0177.The dynamic height is computed by dividing the NAVD 88
 KJ0177.geopotential number by the normal gravity value computed on the
 KJ0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0177.degrees latitude (g = 980.6199 gals.).
 KJ0177
 KJ0177.The modeled gravity was interpolated from observed gravity values.
 KJ0177
 KJ0177;                    North         East    Units  Estimated Accuracy
 KJ0177;SPC CO N     -   351,210.    1,115,990.      MT  (+/- 180 meters Scaled)
 KJ0177
 KJ0177                          SUPERSEDED SURVEY CONTROL
 KJ0177
 KJ0177  NGVD 29 (??/??/92) 1464.714  (m)         4805.48   (f) ADJ UNCH    2 0
 KJ0177
 KJ0177.Superseded values are not recommended for survey control.
 KJ0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0177.See file dsdata.txt to determine how the superseded data were derived.
 KJ0177
 KJ0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD586991(NAD 83)
 KJ0177_MARKER: DB = BENCH MARK DISK
 KJ0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0177_STAMPING: M 56 1935
 KJ0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0177+STABILITY: SURFACE MOTION
 KJ0177
 KJ0177  HISTORY     - Date     Condition        Report By
 KJ0177  HISTORY     - 1935     MONUMENTED       CGS
 KJ0177  HISTORY     - 1974     MARK NOT FOUND   USGS
 KJ0177
 KJ0177                          STATION DESCRIPTION
 KJ0177
 KJ0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KJ0177'4.1 MI E FROM ANTON.
 KJ0177'4.1 MILES EAST ALONG U.S. HIGHWAY 36 FROM THE CROSSING OF STATE
 KJ0177'HIGHWAY 63 AT ANTON, WASHINGTON COUNTY, 0.8 MILE SOUTHWEST OF A
 KJ0177'WHITE FARMHOUSE WITH A WINDMILL, 0.6 MILE WEST OF SMALL RANCH
 KJ0177'HOUSES WITH A WINDMILL, AT A FLAT, AND ABOUT 55 FEET SOUTH OF THE
 KJ0177'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED M 56 1935
 KJ0177'AND SET IN THE TOP OF A CONCRETE POST.
 KJ0177
 KJ0177                          STATION RECOVERY (1974)
 KJ0177
 KJ0177'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 KJ0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0310 ***********************************************************************
 KJ0310  DESIGNATION -  M 57
 KJ0310  PID         -  KJ0310
 KJ0310  STATE/COUNTY-  CO/ADAMS
 KJ0310  USGS QUAD   -  COTTONWOOD VALLEY NORTH (1973)
 KJ0310
 KJ0310                         *CURRENT SURVEY CONTROL
 KJ0310  ___________________________________________________________________
 KJ0310* NAD 83(1986)-  39 44 24.     (N)    103 47 52.     (W)     SCALED    
 KJ0310* NAVD 88     -      1534.918  (meters)    5035.81   (feet)  ADJUSTED  
 KJ0310  ___________________________________________________________________
 KJ0310  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 KJ0310  DYNAMIC HT  -        1533.549 (meters)    5031.32  (feet)  COMP
 KJ0310  MODELED GRAV-     979,680.1   (mgal)                       NAVD 88
 KJ0310
 KJ0310  VERT ORDER  -  SECOND    CLASS 0
 KJ0310
 KJ0310.The horizontal coordinates were scaled from a topographic map and have
 KJ0310.an estimated accuracy of +/- 6 seconds.
 KJ0310
 KJ0310.The orthometric height was determined by differential leveling
 KJ0310.and adjusted by the National Geodetic Survey in June 1991..
 KJ0310
 KJ0310.The geoid height was determined by GEOID03.
 KJ0310
 KJ0310.The dynamic height is computed by dividing the NAVD 88
 KJ0310.geopotential number by the normal gravity value computed on the
 KJ0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0310.degrees latitude (g = 980.6199 gals.).
 KJ0310
 KJ0310.The modeled gravity was interpolated from observed gravity values.
 KJ0310
 KJ0310;                    North         East    Units  Estimated Accuracy
 KJ0310;SPC CO N     -   351,350.    1,060,300.      MT  (+/- 180 meters Scaled)
 KJ0310
 KJ0310                          SUPERSEDED SURVEY CONTROL
 KJ0310
 KJ0310  NGVD 29 (??/??/92) 1534.135  (m)         5033.24   (f) ADJ UNCH    2 0
 KJ0310
 KJ0310.Superseded values are not recommended for survey control.
 KJ0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0310.See file dsdata.txt to determine how the superseded data were derived.
 KJ0310
 KJ0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD030995(NAD 83)
 KJ0310_MARKER: DB = BENCH MARK DISK
 KJ0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0310_STAMPING: M 57 1935
 KJ0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0310+STABILITY: SURFACE MOTION
 KJ0310
 KJ0310  HISTORY     - Date     Condition        Report By
 KJ0310  HISTORY     - 1935     MONUMENTED       CGS
 KJ0310
 KJ0310                          STATION DESCRIPTION
 KJ0310
 KJ0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KJ0310'3.1 MI W FROM WINNVIEW.
 KJ0310'3.1 MI W OF, ALONG U.S. HWY 36 AT WINNVIEW.  AT THE TOP OF A HILL,
 KJ0310'OPPOSITE A FAINT ROAD LEADING S., 33 FT. N. OF THE CENTER LINE OF
 KJ0310'THE HWY., 12 FT. N. OF A FENCE CORNER, AND 68 FT. N. OF A MAIL BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0311 ***********************************************************************
 KJ0311  DESIGNATION -  M 57 RESET
 KJ0311  PID         -  KJ0311
 KJ0311  STATE/COUNTY-  CO/ADAMS
 KJ0311  USGS QUAD   -  COTTONWOOD VALLEY NORTH (1973)
 KJ0311
 KJ0311                         *CURRENT SURVEY CONTROL
 KJ0311  ___________________________________________________________________
 KJ0311* NAD 83(1986)-  39 44 24.     (N)    103 47 52.     (W)     SCALED    
 KJ0311* NAVD 88     -      1534.947  (meters)    5035.91   (feet)  ADJUSTED  
 KJ0311  ___________________________________________________________________
 KJ0311  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 KJ0311  DYNAMIC HT  -        1533.578 (meters)    5031.41  (feet)  COMP
 KJ0311  MODELED GRAV-     979,680.1   (mgal)                       NAVD 88
 KJ0311
 KJ0311  VERT ORDER  -  SECOND    CLASS 0
 KJ0311
 KJ0311.The horizontal coordinates were scaled from a topographic map and have
 KJ0311.an estimated accuracy of +/- 6 seconds.
 KJ0311
 KJ0311.The orthometric height was determined by differential leveling
 KJ0311.and adjusted by the National Geodetic Survey in June 1991..
 KJ0311
 KJ0311.The geoid height was determined by GEOID03.
 KJ0311
 KJ0311.The dynamic height is computed by dividing the NAVD 88
 KJ0311.geopotential number by the normal gravity value computed on the
 KJ0311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0311.degrees latitude (g = 980.6199 gals.).
 KJ0311
 KJ0311.The modeled gravity was interpolated from observed gravity values.
 KJ0311
 KJ0311;                    North         East    Units  Estimated Accuracy
 KJ0311;SPC CO N     -   351,350.    1,060,300.      MT  (+/- 180 meters Scaled)
 KJ0311
 KJ0311                          SUPERSEDED SURVEY CONTROL
 KJ0311
 KJ0311  NGVD 29 (??/??/92) 1534.166  (m)         5033.34   (f) ADJ UNCH    2 0
 KJ0311
 KJ0311.Superseded values are not recommended for survey control.
 KJ0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0311.See file dsdata.txt to determine how the superseded data were derived.
 KJ0311
 KJ0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD030995(NAD 83)
 KJ0311_MARKER: DB = BENCH MARK DISK
 KJ0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0311_STAMPING: M 57 RESET 1936
 KJ0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0311+STABILITY: SURFACE MOTION
 KJ0311
 KJ0311  HISTORY     - Date     Condition        Report By
 KJ0311  HISTORY     - 1936     MONUMENTED       CGS
 KJ0311  HISTORY     - 1954     GOOD             NGS
 KJ0311
 KJ0311                          STATION DESCRIPTION
 KJ0311
 KJ0311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KJ0311'11 MI W FROM LAST CHANCE.
 KJ0311'11.05 MILES WEST ALONG U.S. HIGHWAY 36 FROM ITS INTERSECTION WITH
 KJ0311'STATE HIGHWAY 71 AT LAST CHANCE, 0.1 MILE WEST OF A JUNCTION WITH
 KJ0311'A ROAD LEADING SOUTH, 189 FEET WEST OF THE CENTER LINE OF A
 KJ0311'PRIVATE ROAD, 99 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 5
 KJ0311'FEET EAST OF A FENCE CORNER, 21 FEET NORTH OF A WITNESS POST, IN A
 KJ0311'FENCE LINE, 20 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE
 KJ0311'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0113 ***********************************************************************
 LK0113  DESIGNATION -  M 59
 LK0113  PID         -  LK0113
 LK0113  STATE/COUNTY-  CO/YUMA
 LK0113  USGS QUAD   -  CLARKVILLE SW (1972)
 LK0113
 LK0113                         *CURRENT SURVEY CONTROL
 LK0113  ___________________________________________________________________
 LK0113* NAD 83(1986)-  40 21 22.     (N)    102 42 12.     (W)     SCALED    
 LK0113* NAVD 88     -      1228.794  (meters)    4031.47   (feet)  ADJUSTED  
 LK0113  ___________________________________________________________________
 LK0113  GEOID HEIGHT-         -20.83  (meters)                     GEOID03
 LK0113  DYNAMIC HT  -        1227.850 (meters)    4028.37  (feet)  COMP
 LK0113  MODELED GRAV-     979,814.6   (mgal)                       NAVD 88
 LK0113
 LK0113  VERT ORDER  -  SECOND    CLASS 0
 LK0113
 LK0113.The horizontal coordinates were scaled from a topographic map and have
 LK0113.an estimated accuracy of +/- 6 seconds.
 LK0113
 LK0113.The orthometric height was determined by differential leveling
 LK0113.and adjusted by the National Geodetic Survey in June 1991..
 LK0113
 LK0113.The geoid height was determined by GEOID03.
 LK0113
 LK0113.The dynamic height is computed by dividing the NAVD 88
 LK0113.geopotential number by the normal gravity value computed on the
 LK0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0113.degrees latitude (g = 980.6199 gals.).
 LK0113
 LK0113.The modeled gravity was interpolated from observed gravity values.
 LK0113
 LK0113;                    North         East    Units  Estimated Accuracy
 LK0113;SPC CO N     -   422,110.    1,151,930.      MT  (+/- 180 meters Scaled)
 LK0113
 LK0113                          SUPERSEDED SURVEY CONTROL
 LK0113
 LK0113  NGVD 29 (??/??/92) 1228.254  (m)         4029.70   (f) ADJ UNCH    2 0
 LK0113
 LK0113.Superseded values are not recommended for survey control.
 LK0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0113.See file dsdata.txt to determine how the superseded data were derived.
 LK0113
 LK0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE950698(NAD 83)
 LK0113_MARKER: DB = BENCH MARK DISK
 LK0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0113_STAMPING: M 59 1935
 LK0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0113+STABILITY: SURFACE MOTION
 LK0113
 LK0113  HISTORY     - Date     Condition        Report By
 LK0113  HISTORY     - 1935     MONUMENTED       CGS
 LK0113  HISTORY     - 1942     GOOD             NGS
 LK0113
 LK0113                          STATION DESCRIPTION
 LK0113
 LK0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 LK0113'17.1 MI N FROM YUMA.
 LK0113'17.1 MILES NORTH ALONG STATE HIGHWAY 59 FROM THE INTERSECTION
 LK0113'OF STATE HIGHWAY 54 AT YUMA, YUMA COUNTY, 105 FEET SOUTH OF THE
 LK0113'SOUTHEAST CORNER OF A SMALL FRAME HOUSE, AT THE JUNCTION OF A DRIVE
 LK0113'LEADING TO THE N. G. QUINTON RANCH, 36 FEET WEST OF THE CENTERLINE
 LK0113'OF THE HIGHWAY, 18 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY,
 LK0113'AND 6 FEET SOUTH OF A FENCE LINE.  A STANDARD DISK STAMPED M 59 1935
 LK0113'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0701 ***********************************************************************
 KK0701  DESIGNATION -  M 6
 KK0701  PID         -  KK0701
 KK0701  STATE/COUNTY-  CO/JEFFERSON
 KK0701  USGS QUAD   -  PLATTE CANYON (1994)
 KK0701
 KK0701                         *CURRENT SURVEY CONTROL
 KK0701  ___________________________________________________________________
 KK0701* NAD 83(1986)-  39 25 52.     (N)    105 13 49.     (W)     SCALED    
 KK0701* NAVD 88     -      1950.030  (meters)    6397.72   (feet)  POSTED    
 KK0701  ___________________________________________________________________
 KK0701  GEOID HEIGHT-         -14.72  (meters)                     GEOID03
 KK0701  DYNAMIC HT  -        1948.000 (meters)    6391.06  (feet)  COMP
 KK0701  MODELED GRAV-     979,515.1   (mgal)                       NAVD 88
 KK0701
 KK0701  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0701
 KK0701.The horizontal coordinates were scaled from a topographic map and have
 KK0701.an estimated accuracy of +/- 6 seconds.
 KK0701
 KK0701.The orthometric height was determined by differential leveling
 KK0701.and adjusted by the National Geodetic Survey in 1992..
 KK0701.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0701.rate of 0.0 thru 1.0 mm/km.
 KK0701
 KK0701.The geoid height was determined by GEOID03.
 KK0701
 KK0701.The dynamic height is computed by dividing the NAVD 88
 KK0701.geopotential number by the normal gravity value computed on the
 KK0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0701.degrees latitude (g = 980.6199 gals.).
 KK0701
 KK0701.The modeled gravity was interpolated from observed gravity values.
 KK0701
 KK0701;                    North         East    Units  Estimated Accuracy
 KK0701;SPC CO C     -   482,200.      937,620.      MT  (+/- 180 meters Scaled)
 KK0701
 KK0701                          SUPERSEDED SURVEY CONTROL
 KK0701
 KK0701  NGVD 29 (??/??/92) 1948.935  (m)         6394.13   (f) ADJ UNCH    1 2
 KK0701
 KK0701.Superseded values are not recommended for survey control.
 KK0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0701.See file dsdata.txt to determine how the superseded data were derived.
 KK0701
 KK0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD801646(NAD 83)
 KK0701_MARKER: DD = SURVEY DISK
 KK0701_SETTING: 66 = SET IN ROCK OUTCROP
 KK0701_SP_SET: ROCK OUTCROP
 KK0701_STAMPING: M 6 6394.907
 KK0701_MARK LOGO: BOR   
 KK0701_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0701_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0701+STABILITY: POSITION/ELEVATION WELL
 KK0701
 KK0701  HISTORY     - Date     Condition        Report By
 KK0701  HISTORY     - UNK      MONUMENTED       BOR
 KK0701  HISTORY     - 1951     GOOD             NGS
 KK0701  HISTORY     - 1955     GOOD             NGS
 KK0701  HISTORY     - 19890927 GOOD             NGS
 KK0701
 KK0701                          STATION DESCRIPTION
 KK0701
 KK0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0701'4.9 MI NE FROM BUFFALO CREEK.
 KK0701'4.9 MILES NORTHEAST ALONG THE ABANDONED COLORADO AND SOUTHERN
 KK0701'RAILROAD GRADE FROM THE POST OFFICE AT BUFFALO CREEK, AT A JUNCTION
 KK0701'WITH A GRAVELED ROAD LEADING NORTHEAST, 141 FEET EAST OF THE EXTENDED
 KK0701'CENTER LINE OF THE GRAVELED ROAD, 21 FEET NORTH OF THE CENTER LINE
 KK0701'OF THE OLD RAILROAD GRADE, 4 FEET ABOVE THE LEVEL OF THE RAILROAD
 KK0701'GRADE, SET IN THE TOP OF A GRANITE LEDGE.
 KK0701
 KK0701                          STATION RECOVERY (1955)
 KK0701
 KK0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0701'RECOVERED IN GOOD CONDITION.
 KK0701
 KK0701                          STATION RECOVERY (1989)
 KK0701
 KK0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KK0701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0566 ***********************************************************************
 JK0566  DESIGNATION -  M 6
 JK0566  PID         -  JK0566
 JK0566  STATE/COUNTY-  CO/FREMONT
 JK0566  USGS QUAD   -  ECHO (1980)
 JK0566
 JK0566                         *CURRENT SURVEY CONTROL
 JK0566  ___________________________________________________________________
 JK0566* NAD 83(1986)-  38 27 24.     (N)    105 30 29.     (W)     SCALED    
 JK0566* NAVD 88     -      1827.638  (meters)    5996.18   (feet)  ADJUSTED  
 JK0566  ___________________________________________________________________
 JK0566  GEOID HEIGHT-         -15.20  (meters)                     GEOID03
 JK0566  DYNAMIC HT  -        1825.523 (meters)    5989.24  (feet)  COMP
 JK0566  MODELED GRAV-     979,407.7   (mgal)                       NAVD 88
 JK0566
 JK0566  VERT ORDER  -  FIRST     CLASS II
 JK0566
 JK0566.The horizontal coordinates were scaled from a topographic map and have
 JK0566.an estimated accuracy of +/- 6 seconds.
 JK0566
 JK0566.The orthometric height was determined by differential leveling
 JK0566.and adjusted by the National Geodetic Survey in June 1991..
 JK0566
 JK0566.The geoid height was determined by GEOID03.
 JK0566
 JK0566.The dynamic height is computed by dividing the NAVD 88
 JK0566.geopotential number by the normal gravity value computed on the
 JK0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0566.degrees latitude (g = 980.6199 gals.).
 JK0566
 JK0566.The modeled gravity was interpolated from observed gravity values.
 JK0566
 JK0566;                    North         East    Units  Estimated Accuracy
 JK0566;SPC CO C     -   374,000.      913,700.      MT  (+/- 180 meters Scaled)
 JK0566
 JK0566                          SUPERSEDED SURVEY CONTROL
 JK0566
 JK0566  NGVD 29 (??/??/92) 1826.405  (m)         5992.13   (f) ADJ UNCH    1 2
 JK0566
 JK0566.Superseded values are not recommended for survey control.
 JK0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0566.See file dsdata.txt to determine how the superseded data were derived.
 JK0566
 JK0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC556566(NAD 83)
 JK0566_MARKER: DB = BENCH MARK DISK
 JK0566_SETTING: 80 = SET IN A BOULDER
 JK0566_SP_SET: BOULDER
 JK0566_STAMPING: M 6 1925 5992.216
 JK0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0566+STABILITY: SURFACE MOTION
 JK0566
 JK0566  HISTORY     - Date     Condition        Report By
 JK0566  HISTORY     - 1925     MONUMENTED       CGS
 JK0566  HISTORY     - 1953     GOOD             NGS
 JK0566  HISTORY     - 1957     MARK NOT FOUND   USGS
 JK0566
 JK0566                          STATION DESCRIPTION
 JK0566
 JK0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 JK0566'5.9 MI NE FROM TEXAS CREEK.
 JK0566'5.9 MILES NORTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0566'RAILROAD FROM THE STATION AT TEXAS CREEK, 0.2 MILE WEST OF MILEPOST
 JK0566'178, 58 FEET NORTH OF THE NORTH RAIL, 1.6 FEET ABOVE THE GROUND,
 JK0566'SET IN THE TOP OF A 3X6 FOOT GRANITE BOULDER.  NOTE-- SEARCHED FOR
 JK0566'BUT NOT RECOVERED IN JULY 1957.  IT IS BELIEVED THAT THE MARK MAY
 JK0566'HAVE BEEN DESTROYED SINCE AT THE SPOT WHERE THE MARK SHOULD BE,
 JK0566'THERE WAS A PILE OF SHATTERED ROCK WHICH APPEARED TO HAVE BEEN
 JK0566'RECENTLY BLASTED.  NO OTHER LARGE BOULDER IS IN THE IMMEDIATE AREA.
 JK0566
 JK0566                          STATION RECOVERY (1957)
 JK0566
 JK0566'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 JK0566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0100 ***********************************************************************
 LK0100  DESIGNATION -  M 60
 LK0100  PID         -  LK0100
 LK0100  STATE/COUNTY-  CO/WASHINGTON
 LK0100  USGS QUAD   -  HYDE (1972)
 LK0100
 LK0100                         *CURRENT SURVEY CONTROL
 LK0100  ___________________________________________________________________
 LK0100* NAD 83(1986)-  40 08 03.     (N)    102 48 46.     (W)     SCALED    
 LK0100* NAVD 88     -      1281.030  (meters)    4202.85   (feet)  ADJUSTED  
 LK0100  ___________________________________________________________________
 LK0100  GEOID HEIGHT-         -21.05  (meters)                     GEOID03
 LK0100  DYNAMIC HT  -        1280.004 (meters)    4199.48  (feet)  COMP
 LK0100  MODELED GRAV-     979,779.9   (mgal)                       NAVD 88
 LK0100
 LK0100  VERT ORDER  -  SECOND    CLASS 0
 LK0100
 LK0100.The horizontal coordinates were scaled from a topographic map and have
 LK0100.an estimated accuracy of +/- 6 seconds.
 LK0100
 LK0100.The orthometric height was determined by differential leveling
 LK0100.and adjusted by the National Geodetic Survey in June 1991..
 LK0100
 LK0100.The geoid height was determined by GEOID03.
 LK0100
 LK0100.The dynamic height is computed by dividing the NAVD 88
 LK0100.geopotential number by the normal gravity value computed on the
 LK0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0100.degrees latitude (g = 980.6199 gals.).
 LK0100
 LK0100.The modeled gravity was interpolated from observed gravity values.
 LK0100
 LK0100;                    North         East    Units  Estimated Accuracy
 LK0100;SPC CO N     -   397,190.    1,143,380.      MT  (+/- 180 meters Scaled)
 LK0100
 LK0100                          SUPERSEDED SURVEY CONTROL
 LK0100
 LK0100  NGVD 29 (??/??/92) 1280.454  (m)         4200.96   (f) ADJ UNCH    2 0
 LK0100
 LK0100.Superseded values are not recommended for survey control.
 LK0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0100.See file dsdata.txt to determine how the superseded data were derived.
 LK0100
 LK0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE863449(NAD 83)
 LK0100_MARKER: DB = BENCH MARK DISK
 LK0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0100_STAMPING: M 60 1935
 LK0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0100+STABILITY: SURFACE MOTION
 LK0100
 LK0100  HISTORY     - Date     Condition        Report By
 LK0100  HISTORY     - 1935     MONUMENTED       CGS
 LK0100  HISTORY     - 1972     MARK NOT FOUND   USGS
 LK0100
 LK0100                          STATION DESCRIPTION
 LK0100
 LK0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LK0100'4.7 MI W FROM YUMA.
 LK0100'IN WASHINGTON COUNTY, 4.7 MILES WEST ALONG THE CHICAGO, BURLINGTON
 LK0100'AND QUINCY RAILROAD FROM THE STATION AT YUMA, YUMA COUNTY, 1.0 MILE
 LK0100'WEST OF THE YUMA-WASHINGTON COUNTY LINE, 0.5 MILE WEST OF MILEPOST
 LK0100'409, AT A ROAD CROSSING, 70 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 LK0100'72 FEET EAST OF THE CENTERLINE OF THE ROAD, 55 FEET EAST OF A FENCE
 LK0100'CORNER, AND 15 FEET SOUTH OF THE FENCE.  A STANDARD DISK, STAMPED
 LK0100'M 60 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LK0100
 LK0100                          STATION RECOVERY (1972)
 LK0100
 LK0100'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 LK0100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0257 ***********************************************************************
 LK0257  DESIGNATION -  M 63
 LK0257  PID         -  LK0257
 LK0257  STATE/COUNTY-  CO/LOGAN
 LK0257  USGS QUAD   -  BUFFALO SPRINGS RANCH NW (1984)
 LK0257
 LK0257                         *CURRENT SURVEY CONTROL
 LK0257  ___________________________________________________________________
 LK0257* NAD 83(1986)-  40 28 23.     (N)    103 13 56.     (W)     SCALED    
 LK0257* NAVD 88     -      1275.430  (meters)    4184.47   (feet)  ADJUSTED  
 LK0257  ___________________________________________________________________
 LK0257  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 LK0257  DYNAMIC HT  -        1274.463 (meters)    4181.30  (feet)  COMP
 LK0257  MODELED GRAV-     979,822.0   (mgal)                       NAVD 88
 LK0257
 LK0257  VERT ORDER  -  SECOND    CLASS 0
 LK0257
 LK0257.The horizontal coordinates were scaled from a topographic map and have
 LK0257.an estimated accuracy of +/- 6 seconds.
 LK0257
 LK0257.The orthometric height was determined by differential leveling
 LK0257.and adjusted by the National Geodetic Survey in June 1991..
 LK0257
 LK0257.The geoid height was determined by GEOID03.
 LK0257
 LK0257.The dynamic height is computed by dividing the NAVD 88
 LK0257.geopotential number by the normal gravity value computed on the
 LK0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0257.degrees latitude (g = 980.6199 gals.).
 LK0257
 LK0257.The modeled gravity was interpolated from observed gravity values.
 LK0257
 LK0257;                    North         East    Units  Estimated Accuracy
 LK0257;SPC CO N     -   433,810.    1,106,690.      MT  (+/- 180 meters Scaled)
 LK0257
 LK0257                          SUPERSEDED SURVEY CONTROL
 LK0257
 LK0257  NGVD 29 (??/??/92) 1274.838  (m)         4182.53   (f) ADJ UNCH    2 0
 LK0257
 LK0257.Superseded values are not recommended for survey control.
 LK0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0257.See file dsdata.txt to determine how the superseded data were derived.
 LK0257
 LK0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE498817(NAD 83)
 LK0257_MARKER: DB = BENCH MARK DISK
 LK0257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0257_STAMPING: M 63 1935
 LK0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0257+STABILITY: SURFACE MOTION
 LK0257
 LK0257  HISTORY     - Date     Condition        Report By
 LK0257  HISTORY     - 1935     MONUMENTED       CGS
 LK0257  HISTORY     - 1973     GOOD             USGS
 LK0257
 LK0257                          STATION DESCRIPTION
 LK0257
 LK0257'DESCRIBED BY US GEOLOGICAL SURVEY 1973
 LK0257'5.9 MI S FROM ATWOOD.
 LK0257'2.3 MILES SOUTH ALONG STATE HWY. 63 FROM THE INTERSECTION OF 63 AND
 LK0257'INTERSTATE 80S, LOGAN COUNTY, 0.37 MI. SOUTHWEST OF A MICROWAVE TOWER,
 LK0257'193 FEET WEST OF CENTERLINE HWY, AND 57 FEET EAST OF CENTERLINE BEND
 LK0257'IN A PASTURE ROAD.  A STANDARD DISK STAMPED M 63 1935 AND SET IN THE
 LK0257'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0338 ***********************************************************************
 HK0338  DESIGNATION -  M 64
 HK0338  PID         -  HK0338
 HK0338  STATE/COUNTY-  CO/COSTILLA
 HK0338  USGS QUAD   -  SAN ACACIO (1982)
 HK0338
 HK0338                         *CURRENT SURVEY CONTROL
 HK0338  ___________________________________________________________________
 HK0338* NAD 83(1986)-  37 12 49.     (N)    105 33 42.     (W)     SCALED    
 HK0338* NAVD 88     -      2357.666  (meters)    7735.11   (feet)  ADJUSTED  
 HK0338  ___________________________________________________________________
 HK0338  GEOID HEIGHT-         -16.90  (meters)                     GEOID03
 HK0338  DYNAMIC HT  -        2354.487 (meters)    7724.68  (feet)  COMP
 HK0338  MODELED GRAV-     979,197.6   (mgal)                       NAVD 88
 HK0338
 HK0338  VERT ORDER  -  SECOND    CLASS 0
 HK0338
 HK0338.The horizontal coordinates were scaled from a topographic map and have
 HK0338.an estimated accuracy of +/- 6 seconds.
 HK0338
 HK0338.The orthometric height was determined by differential leveling
 HK0338.and adjusted by the National Geodetic Survey in June 1991..
 HK0338
 HK0338.The geoid height was determined by GEOID03.
 HK0338
 HK0338.The dynamic height is computed by dividing the NAVD 88
 HK0338.geopotential number by the normal gravity value computed on the
 HK0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0338.degrees latitude (g = 980.6199 gals.).
 HK0338
 HK0338.The modeled gravity was interpolated from observed gravity values.
 HK0338
 HK0338;                    North         East    Units  Estimated Accuracy
 HK0338;SPC CO S     -   365,510.      908,930.      MT  (+/- 180 meters Scaled)
 HK0338
 HK0338                          SUPERSEDED SURVEY CONTROL
 HK0338
 HK0338  NGVD 29 (??/??/92) 2356.361  (m)         7730.83   (f) ADJ UNCH    2 0
 HK0338
 HK0338.Superseded values are not recommended for survey control.
 HK0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0338.See file dsdata.txt to determine how the superseded data were derived.
 HK0338
 HK0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB501187(NAD 83)
 HK0338_MARKER: DB = BENCH MARK DISK
 HK0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0338_STAMPING: M 64 1934
 HK0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0338+STABILITY: SURFACE MOTION
 HK0338
 HK0338  HISTORY     - Date     Condition        Report By
 HK0338  HISTORY     - 1934     MONUMENTED       CGS
 HK0338
 HK0338                          STATION DESCRIPTION
 HK0338
 HK0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0338'AT SAN ACACIO.
 HK0338'AT SAN ACACIO, COSTILLA COUNTY, ABOUT 50 YARDS SOUTH OF THE
 HK0338'SAN LUIS VALLEY SOUTHERN RAILWAY STATION, 75 FEET NORTH OF A HIGHWAY
 HK0338'CROSSING, 65 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 45
 HK0338'FEET WEST OF THE CENTER LINE OF THE MAIN TRACK.  A STANDARD DISK,
 HK0338'STAMPED M 64 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0226 ***********************************************************************
 HK0226  DESIGNATION -  M 65
 HK0226  PID         -  HK0226
 HK0226  STATE/COUNTY-  CO/COSTILLA
 HK0226  USGS QUAD   -  SAN LUIS (1982)
 HK0226
 HK0226                         *CURRENT SURVEY CONTROL
 HK0226  ___________________________________________________________________
 HK0226* NAD 83(1986)-  37 11 28.     (N)    105 28 30.     (W)     SCALED    
 HK0226* NAVD 88     -      2419.116  (meters)    7936.72   (feet)  ADJUSTED  
 HK0226  ___________________________________________________________________
 HK0226  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 HK0226  DYNAMIC HT  -        2415.828 (meters)    7925.93  (feet)  COMP
 HK0226  MODELED GRAV-     979,184.6   (mgal)                       NAVD 88
 HK0226
 HK0226  VERT ORDER  -  SECOND    CLASS 0
 HK0226
 HK0226.The horizontal coordinates were scaled from a topographic map and have
 HK0226.an estimated accuracy of +/- 6 seconds.
 HK0226
 HK0226.The orthometric height was determined by differential leveling
 HK0226.and adjusted by the National Geodetic Survey in June 1991..
 HK0226
 HK0226.The geoid height was determined by GEOID03.
 HK0226
 HK0226.The dynamic height is computed by dividing the NAVD 88
 HK0226.geopotential number by the normal gravity value computed on the
 HK0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0226.degrees latitude (g = 980.6199 gals.).
 HK0226
 HK0226.The modeled gravity was interpolated from observed gravity values.
 HK0226
 HK0226;                    North         East    Units  Estimated Accuracy
 HK0226;SPC CO S     -   363,010.      916,620.      MT  (+/- 180 meters Scaled)
 HK0226
 HK0226                          SUPERSEDED SURVEY CONTROL
 HK0226
 HK0226  NGVD 29 (??/??/92) 2417.801  (m)         7932.40   (f) ADJ UNCH    2 0
 HK0226
 HK0226.Superseded values are not recommended for survey control.
 HK0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0226.See file dsdata.txt to determine how the superseded data were derived.
 HK0226
 HK0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB578161(NAD 83)
 HK0226_MARKER: DB = BENCH MARK DISK
 HK0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0226_STAMPING: M 65 1934
 HK0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0226+STABILITY: SURFACE MOTION
 HK0226
 HK0226  HISTORY     - Date     Condition        Report By
 HK0226  HISTORY     - 1934     MONUMENTED       CGS
 HK0226
 HK0226                          STATION DESCRIPTION
 HK0226
 HK0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0226'2.9 MI W FROM SAN LUIS.
 HK0226'2.9 MILES WEST OF SAN LUIS.  44 FEET S OF THE CENTERLINE OF THE
 HK0226'HIGHWAY, AT THE TOP OF A SMALL RISE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0227 ***********************************************************************
 HK0227  DESIGNATION -  M 65 RESET
 HK0227  PID         -  HK0227
 HK0227  STATE/COUNTY-  CO/COSTILLA
 HK0227  USGS QUAD   -  SAN LUIS (1982)
 HK0227
 HK0227                         *CURRENT SURVEY CONTROL
 HK0227  ___________________________________________________________________
 HK0227* NAD 83(1986)-  37 11 29.     (N)    105 28 30.     (W)     SCALED    
 HK0227* NAVD 88     -      2419.26   (meters)    7937.2    (feet)  RESET     
 HK0227  ___________________________________________________________________
 HK0227  GEOID HEIGHT-         -16.73  (meters)                     GEOID03
 HK0227
 HK0227  VERT ORDER  -  THIRD
 HK0227
 HK0227.The horizontal coordinates were scaled from a topographic map and have
 HK0227.an estimated accuracy of +/- 6 seconds.
 HK0227
 HK0227.The orthometric height was computed from unverified reset data.
 HK0227.No vertical observational check was made to the station.
 HK0227
 HK0227.The geoid height was determined by GEOID03.
 HK0227
 HK0227;                    North         East    Units  Estimated Accuracy
 HK0227;SPC CO S     -   363,040.      916,620.      MT  (+/- 180 meters Scaled)
 HK0227
 HK0227                          SUPERSEDED SURVEY CONTROL
 HK0227
 HK0227  NGVD 29 (??/??/??) 2417.95   (m)         7932.9    (f) RESET       3  
 HK0227
 HK0227.Superseded values are not recommended for survey control.
 HK0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0227.See file dsdata.txt to determine how the superseded data were derived.
 HK0227
 HK0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB578162(NAD 83)
 HK0227_MARKER: DB = BENCH MARK DISK
 HK0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0227+STABILITY: SURFACE MOTION
 HK0227
 HK0227  HISTORY     - Date     Condition        Report By
 HK0227  HISTORY     - 1937     MONUMENTED       CODH
 HK0227  HISTORY     - 1937     GOOD             NGS
 HK0227
 HK0227                          STATION DESCRIPTION
 HK0227
 HK0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 HK0227'2.9 MI W FROM SAN LUIS.
 HK0227'M 65 RESET.--1937 ABOUT 2.9 MILES WEST ALONG STATE HIGHWAYS 136
 HK0227'AND 159 FROM SAN LUIS, COSTILLA COUNTY, AT THE TOP OF A SMALL
 HK0227'RISE, AND SET IN THE TOP OF A CONCRETE POST.  NOTE.-- THIS BENCH
 HK0227'MARK WAS ESTABLISHED AND ITS ELEVATION DETERMINED BY ENGINEERS OF
 HK0227'THE COLORADO STATE HIGHWAY DEPARTMENT IN APRIL 1937.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0215 ***********************************************************************
 HK0215  DESIGNATION -  M 66
 HK0215  PID         -  HK0215
 HK0215  STATE/COUNTY-  CO/LAS ANIMAS
 HK0215  USGS QUAD   -  CUCHARAS PASS (1979)
 HK0215
 HK0215                         *CURRENT SURVEY CONTROL
 HK0215  ___________________________________________________________________
 HK0215* NAD 83(1986)-  37 18 10.     (N)    105 03 21.     (W)     SCALED    
 HK0215* NAVD 88     -      2862.578  (meters)    9391.64   (feet)  ADJUSTED  
 HK0215  ___________________________________________________________________
 HK0215  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 HK0215  DYNAMIC HT  -        2858.541 (meters)    9378.40  (feet)  COMP
 HK0215  MODELED GRAV-     979,115.7   (mgal)                       NAVD 88
 HK0215
 HK0215  VERT ORDER  -  SECOND    CLASS 0
 HK0215
 HK0215.The horizontal coordinates were scaled from a topographic map and have
 HK0215.an estimated accuracy of +/- 6 seconds.
 HK0215
 HK0215.The orthometric height was determined by differential leveling
 HK0215.and adjusted by the National Geodetic Survey in June 1991..
 HK0215
 HK0215.The geoid height was determined by GEOID03.
 HK0215
 HK0215.The dynamic height is computed by dividing the NAVD 88
 HK0215.geopotential number by the normal gravity value computed on the
 HK0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0215.degrees latitude (g = 980.6199 gals.).
 HK0215
 HK0215.The modeled gravity was interpolated from observed gravity values.
 HK0215
 HK0215;                    North         East    Units  Estimated Accuracy
 HK0215;SPC CO S     -   375,490.      953,780.      MT  (+/- 180 meters Scaled)
 HK0215
 HK0215                          SUPERSEDED SURVEY CONTROL
 HK0215
 HK0215  NGVD 29 (??/??/92) 2861.144  (m)         9386.94   (f) ADJ UNCH    2 0
 HK0215
 HK0215.Superseded values are not recommended for survey control.
 HK0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0215.See file dsdata.txt to determine how the superseded data were derived.
 HK0215
 HK0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB950284(NAD 83)
 HK0215_MARKER: DB = BENCH MARK DISK
 HK0215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0215_STAMPING: M 66 1934
 HK0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0215+STABILITY: SURFACE MOTION
 HK0215
 HK0215  HISTORY     - Date     Condition        Report By
 HK0215  HISTORY     - 1934     MONUMENTED       CGS
 HK0215
 HK0215                          STATION DESCRIPTION
 HK0215
 HK0215'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0215'8 MI S FROM CUCHARA CAMPS.
 HK0215'8.0 MI S OF CUCHARA CAMPS, ABOUT 2.0 MI SOUTH OF CUCHARA PASS
 HK0215'SUMMIT, ON THE OUTSIDE OF A CURVE, 22 FEET N OF THE CENTERLINE OF THE
 HK0215'ROAD, AND 13 FEET N OF A FOURTEEN INCH STUMP THAT IS 2 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0112 ***********************************************************************
 HK0112  DESIGNATION -  M 67
 HK0112  PID         -  HK0112
 HK0112  STATE/COUNTY-  CO/LAS ANIMAS
 HK0112  USGS QUAD   -  VALDEZ (1951)
 HK0112
 HK0112                         *CURRENT SURVEY CONTROL
 HK0112  ___________________________________________________________________
 HK0112* NAD 83(1986)-  37 07 20.     (N)    104 42 36.     (W)     SCALED    
 HK0112* NAVD 88     -      1973.895  (meters)    6476.02   (feet)  ADJUSTED  
 HK0112  ___________________________________________________________________
 HK0112  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 HK0112  DYNAMIC HT  -        1971.382 (meters)    6467.78  (feet)  COMP
 HK0112  MODELED GRAV-     979,287.9   (mgal)                       NAVD 88
 HK0112
 HK0112  VERT ORDER  -  SECOND    CLASS 0
 HK0112
 HK0112.The horizontal coordinates were scaled from a topographic map and have
 HK0112.an estimated accuracy of +/- 6 seconds.
 HK0112
 HK0112.The orthometric height was determined by differential leveling
 HK0112.and adjusted by the National Geodetic Survey in June 1991..
 HK0112
 HK0112.The geoid height was determined by GEOID03.
 HK0112
 HK0112.The dynamic height is computed by dividing the NAVD 88
 HK0112.geopotential number by the normal gravity value computed on the
 HK0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0112.degrees latitude (g = 980.6199 gals.).
 HK0112
 HK0112.The modeled gravity was interpolated from observed gravity values.
 HK0112
 HK0112;                    North         East    Units  Estimated Accuracy
 HK0112;SPC CO S     -   355,660.      984,610.      MT  (+/- 180 meters Scaled)
 HK0112
 HK0112                          SUPERSEDED SURVEY CONTROL
 HK0112
 HK0112.No superseded survey control is available for this station.
 HK0112
 HK0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB257084(NAD 83)
 HK0112_MARKER: DB = BENCH MARK DISK
 HK0112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0112_STAMPING: M 67 1934
 HK0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0112+STABILITY: SURFACE MOTION
 HK0112
 HK0112  HISTORY     - Date     Condition        Report By
 HK0112  HISTORY     - 1934     MONUMENTED       CGS
 HK0112
 HK0112                          STATION DESCRIPTION
 HK0112
 HK0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0112'AT VALDEZ.
 HK0112'AT VALDEZ, LAS ANIMAS COUNTY, ABOUT 200 YARDS WEST OF THE GRAMMAR
 HK0112'SCHOOL, 54 FEET SOUTHEAST OF THE COLORADO AND WYOMING RAILWAY
 HK0112'MILEPOST 11, 26 FEET SOUTH OF THE CENTER LINE OF THE TRACK, AND
 HK0112'ABOUT 5 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED M 67
 HK0112'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0078 ***********************************************************************
 HK0078  DESIGNATION -  M 68
 HK0078  PID         -  HK0078
 HK0078  STATE/COUNTY-  CO/LAS ANIMAS
 HK0078  USGS QUAD   -  ABEYTA (1971)
 HK0078
 HK0078                         *CURRENT SURVEY CONTROL
 HK0078  ___________________________________________________________________
 HK0078* NAD 83(1986)-  37 05 10.     (N)    104 10 03.     (W)     SCALED    
 HK0078* NAVD 88     -      1767.254  (meters)    5798.07   (feet)  ADJUSTED  
 HK0078  ___________________________________________________________________
 HK0078  GEOID HEIGHT-         -19.09  (meters)                     GEOID03
 HK0078  DYNAMIC HT  -        1765.162 (meters)    5791.20  (feet)  COMP
 HK0078  MODELED GRAV-     979,384.5   (mgal)                       NAVD 88
 HK0078
 HK0078  VERT ORDER  -  SECOND    CLASS 0
 HK0078
 HK0078.The horizontal coordinates were scaled from a topographic map and have
 HK0078.an estimated accuracy of +/- 6 seconds.
 HK0078
 HK0078.The orthometric height was determined by differential leveling
 HK0078.and adjusted by the National Geodetic Survey in June 1991..
 HK0078
 HK0078.The geoid height was determined by GEOID03.
 HK0078
 HK0078.The dynamic height is computed by dividing the NAVD 88
 HK0078.geopotential number by the normal gravity value computed on the
 HK0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0078.degrees latitude (g = 980.6199 gals.).
 HK0078
 HK0078.The modeled gravity was interpolated from observed gravity values.
 HK0078
 HK0078;                    North         East    Units  Estimated Accuracy
 HK0078;SPC CO S     -   352,200.    1,032,880.      MT  (+/- 180 meters Scaled)
 HK0078
 HK0078                          SUPERSEDED SURVEY CONTROL
 HK0078
 HK0078  NGVD 29 (??/??/92) 1766.327  (m)         5795.02   (f) ADJ UNCH    2 0
 HK0078
 HK0078.Superseded values are not recommended for survey control.
 HK0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0078.See file dsdata.txt to determine how the superseded data were derived.
 HK0078
 HK0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB739047(NAD 83)
 HK0078_MARKER: DB = BENCH MARK DISK
 HK0078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0078_STAMPING: M 68 1934
 HK0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0078+STABILITY: SURFACE MOTION
 HK0078
 HK0078  HISTORY     - Date     Condition        Report By
 HK0078  HISTORY     - 1934     MONUMENTED       CGS
 HK0078
 HK0078                          STATION DESCRIPTION
 HK0078
 HK0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HK0078'13.9 MI SE FROM GARCIA.
 HK0078'ABOUT 13.9 MILES SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILWAY
 HK0078'FROM GARCIA, LAS ANIMAS COUNTY, ABOUT 1.7 MILES SOUTHEAST OF ABEYTA,
 HK0078'ABOUT 5 POLES SOUTH OF MILEPOST 242, ABOUT 104 FEET EAST OF THE CENTER
 HK0078'LINE OF THE TRACK, AND 2 FEET WEST OF A FENCE LINE.  A STANDARD
 HK0078'DISK, STAMPED M 68 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0068 ***********************************************************************
 JL0068  DESIGNATION -  M 7
 JL0068  PID         -  JL0068
 JL0068  STATE/COUNTY-  CO/CHAFFEE
 JL0068  USGS QUAD   -  SALIDA WEST (1994)
 JL0068
 JL0068                         *CURRENT SURVEY CONTROL
 JL0068  ___________________________________________________________________
 JL0068* NAD 83(1986)-  38 31 01.     (N)    106 03 46.     (W)     SCALED    
 JL0068* NAVD 88     -      2255.117  (meters)    7398.66   (feet)  ADJUSTED  
 JL0068  ___________________________________________________________________
 JL0068  GEOID HEIGHT-         -14.61  (meters)                     GEOID03
 JL0068  DYNAMIC HT  -        2252.305 (meters)    7389.44  (feet)  COMP
 JL0068  MODELED GRAV-     979,301.8   (mgal)                       NAVD 88
 JL0068
 JL0068  VERT ORDER  -  FIRST     CLASS II
 JL0068
 JL0068.The horizontal coordinates were scaled from a topographic map and have
 JL0068.an estimated accuracy of +/- 6 seconds.
 JL0068
 JL0068.The orthometric height was determined by differential leveling
 JL0068.and adjusted by the National Geodetic Survey in June 1991..
 JL0068
 JL0068.The geoid height was determined by GEOID03.
 JL0068
 JL0068.The dynamic height is computed by dividing the NAVD 88
 JL0068.geopotential number by the normal gravity value computed on the
 JL0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0068.degrees latitude (g = 980.6199 gals.).
 JL0068
 JL0068.The modeled gravity was interpolated from observed gravity values.
 JL0068
 JL0068;                    North         East    Units  Estimated Accuracy
 JL0068;SPC CO C     -   380,840.      865,320.      MT  (+/- 180 meters Scaled)
 JL0068
 JL0068                          SUPERSEDED SURVEY CONTROL
 JL0068
 JL0068  NGVD 29 (??/??/92) 2253.597  (m)         7393.68   (f) ADJ UNCH    1 2
 JL0068
 JL0068.Superseded values are not recommended for survey control.
 JL0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0068.See file dsdata.txt to determine how the superseded data were derived.
 JL0068
 JL0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC073637(NAD 83)
 JL0068_MARKER: DB = BENCH MARK DISK
 JL0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0068_SP_SET: CONCRETE POST
 JL0068_STAMPING: M 7 1926
 JL0068_MARK LOGO: CGS   
 JL0068_PROJECTION: FLUSH
 JL0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0068+STABILITY: SURFACE MOTION
 JL0068
 JL0068  HISTORY     - Date     Condition        Report By
 JL0068  HISTORY     - 1926     MONUMENTED       CGS
 JL0068  HISTORY     - 1951     GOOD             NGS
 JL0068  HISTORY     - 1984     GOOD             NGS
 JL0068
 JL0068                          STATION DESCRIPTION
 JL0068
 JL0068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 JL0068'4.3 MI SW FROM SALIDA.
 JL0068'4.3 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0068'FROM THE STATION AT SALIDA, 135 FEET NORTH OF THE CENTER LINE OF U.S.
 JL0068'HIGHWAY 50, 58 FEET EAST OF THE CENTER LINE OF A GRAVELED ROAD LEADING
 JL0068'NORTHEAST TO THE SALIDA AIRPORT, 53 FEET SOUTH OF THE SOUTH RAIL, 3
 JL0068'FEET NORTH OF A FENCE, 4 FEET NORTH OF A WITNESS POST, SET IN THE TOP
 JL0068'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 JL0068
 JL0068                          STATION RECOVERY (1984)
 JL0068
 JL0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0068'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.2 KM
 JL0068'(0.75 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS SOUTH JUNCTION
 JL0068'WITH U.S. HIGHWAY 285 IN PONCHA SPRINGS, 41.1 M (134.8 FT) NORTH OF
 JL0068'THE CENTERLINE OF THE WEST BOUND LANES OF THE HIGHWAY, 17.7 M (58.1
 JL0068'FT) EAST OF THE CENTER OF COUNTY ROAD 127, AND 16.5 M (54.1 FT) SOUTH
 JL0068'OF THE CENTER OF AN OLD RAILROAD GRADE.
 JL0068'THE MARK IS 0.9 METERS  N FROM  A WITNESS POST AND FENCE
 JL0068'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0077 ***********************************************************************
 KJ0077  DESIGNATION -  M 70
 KJ0077  PID         -  KJ0077
 KJ0077  STATE/COUNTY-  CO/KIT CARSON
 KJ0077  USGS QUAD   -  PECONIC (1980)
 KJ0077
 KJ0077                         *CURRENT SURVEY CONTROL
 KJ0077  ___________________________________________________________________
 KJ0077* NAD 83(1986)-  39 18 53.     (N)    102 12 15.     (W)     SCALED    
 KJ0077* NAVD 88     -      1245.355  (meters)    4085.80   (feet)  ADJUSTED  
 KJ0077  ___________________________________________________________________
 KJ0077  GEOID HEIGHT-         -23.11  (meters)                     GEOID03
 KJ0077  DYNAMIC HT  -        1244.263 (meters)    4082.22  (feet)  COMP
 KJ0077  MODELED GRAV-     979,706.5   (mgal)                       NAVD 88
 KJ0077
 KJ0077  VERT ORDER  -  SECOND    CLASS 0
 KJ0077
 KJ0077.The horizontal coordinates were scaled from a topographic map and have
 KJ0077.an estimated accuracy of +/- 6 seconds.
 KJ0077
 KJ0077.The orthometric height was determined by differential leveling
 KJ0077.and adjusted by the National Geodetic Survey in June 1991..
 KJ0077
 KJ0077.The geoid height was determined by GEOID03.
 KJ0077
 KJ0077.The dynamic height is computed by dividing the NAVD 88
 KJ0077.geopotential number by the normal gravity value computed on the
 KJ0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0077.degrees latitude (g = 980.6199 gals.).
 KJ0077
 KJ0077.The modeled gravity was interpolated from observed gravity values.
 KJ0077
 KJ0077;                    North         East    Units  Estimated Accuracy
 KJ0077;SPC CO C     -   474,400.    1,198,560.      MT  (+/- 180 meters Scaled)
 KJ0077
 KJ0077                          SUPERSEDED SURVEY CONTROL
 KJ0077
 KJ0077  NGVD 29 (??/??/92) 1244.838  (m)         4084.11   (f) ADJ UNCH    2 0
 KJ0077
 KJ0077.Superseded values are not recommended for survey control.
 KJ0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0077.See file dsdata.txt to determine how the superseded data were derived.
 KJ0077
 KJ0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD410554(NAD 83)
 KJ0077_MARKER: DB = BENCH MARK DISK
 KJ0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0077_STAMPING: M 70 1935
 KJ0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0077+STABILITY: SURFACE MOTION
 KJ0077
 KJ0077  HISTORY     - Date     Condition        Report By
 KJ0077  HISTORY     - 1935     MONUMENTED       CGS
 KJ0077  HISTORY     - 1942     GOOD             NGS
 KJ0077
 KJ0077                          STATION DESCRIPTION
 KJ0077
 KJ0077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KJ0077'3 MI W FROM PECONIC.
 KJ0077'3.0 MILES WEST ALONG THE CHICAGO, ROCK ISALND AND PACIFIC RAILROAD
 KJ0077'FROM THE STATION AT PECONIC, KIT CARSON COUNTY, 3.3 MILES EAST OF
 KJ0077'THE STATION AT BURLINGTON, 108 FEET SOUTHEAST OF MILE POLE 450/10,
 KJ0077'AT A NORTH-AND-SOUTH DIRT-ROAD CROSSING, 48 FEET SOUTH OF THE
 KJ0077'CENTERLINE OF THE TRACK, 43 FEET EAST OF THE CENTERLINE OF THE ROAD,
 KJ0077'3 FEET NORTH OF A FENCE AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0087 ***********************************************************************
 KJ0087  DESIGNATION -  M 71
 KJ0087  PID         -  KJ0087
 KJ0087  STATE/COUNTY-  CO/KIT CARSON
 KJ0087  USGS QUAD   -  BURLINGTON (1984)
 KJ0087
 KJ0087                         *CURRENT SURVEY CONTROL
 KJ0087  ___________________________________________________________________
 KJ0087* NAD 83(1992)-  39 17 55.88585(N)    102 21 28.63429(W)     ADJUSTED  
 KJ0087* NAVD 88     -      1288.589  (meters)    4227.65   (feet)  ADJUSTED  
 KJ0087  ___________________________________________________________________
 KJ0087  X           -  -1,057,970.648 (meters)                     COMP
 KJ0087  Y           -  -4,828,820.015 (meters)                     COMP
 KJ0087  Z           -   4,018,848.723 (meters)                     COMP
 KJ0087  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 KJ0087  ELLIP HEIGHT-        1265.68  (meters)          (12/03/02) GPS OBS
 KJ0087  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 KJ0087  DYNAMIC HT  -        1287.438 (meters)    4223.87  (feet)  COMP
 KJ0087  MODELED GRAV-     979,689.8   (mgal)                       NAVD 88
 KJ0087
 KJ0087  HORZ ORDER  -  FIRST
 KJ0087  VERT ORDER  -  SECOND    CLASS 0
 KJ0087  ELLP ORDER  -  FOURTH    CLASS II
 KJ0087
 KJ0087.The horizontal coordinates were established by GPS observations
 KJ0087.and adjusted by the National Geodetic Survey in December 1998..
 KJ0087
 KJ0087.The orthometric height was determined by differential leveling
 KJ0087.and adjusted by the National Geodetic Survey in June 1991..
 KJ0087
 KJ0087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KJ0087
 KJ0087.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0087
 KJ0087.The ellipsoidal height was determined by GPS observations
 KJ0087.and is referenced to NAD 83.
 KJ0087
 KJ0087.The geoid height was determined by GEOID03.
 KJ0087
 KJ0087.The dynamic height is computed by dividing the NAVD 88
 KJ0087.geopotential number by the normal gravity value computed on the
 KJ0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0087.degrees latitude (g = 980.6199 gals.).
 KJ0087
 KJ0087.The modeled gravity was interpolated from observed gravity values.
 KJ0087
 KJ0087;                    North         East     Units Scale Factor Converg.
 KJ0087;SPC CO C     -   472,171.684 1,185,367.466   MT  0.99994185   +1 58 54.0
 KJ0087;SPC CO C     - 1,549,116.60  3,888,993.09   sFT  0.99994185   +1 58 54.0
 KJ0087;UTM  13      - 4,353,270.246   727,829.997   MT  1.00023915   +1 40 26.8
 KJ0087
 KJ0087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0087!SPC CO C     -   0.99980147  x   0.99994185  =   0.99974333
 KJ0087!UTM  13      -   0.99980147  x   1.00023915  =   1.00004057
 KJ0087
 KJ0087                          SUPERSEDED SURVEY CONTROL
 KJ0087
 KJ0087  ELLIP H (12/14/98) 1265.66   (m)                       GP(       ) 4 2
 KJ0087  NGVD 29 (??/??/92) 1288.042  (m)         4225.85   (f) ADJ UNCH    2 0
 KJ0087
 KJ0087.Superseded values are not recommended for survey control.
 KJ0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0087.See file dsdata.txt to determine how the superseded data were derived.
 KJ0087
 KJ0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD2783053270(NAD 83)
 KJ0087_MARKER: DB = BENCH MARK DISK
 KJ0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0087_STAMPING: M 71 1935
 KJ0087_MARK LOGO: CGS   
 KJ0087_PROJECTION: FLUSH
 KJ0087_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KJ0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0087+STABILITY: SURFACE MOTION
 KJ0087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0087+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1998
 KJ0087
 KJ0087  HISTORY     - Date     Condition        Report By
 KJ0087  HISTORY     - 1935     MONUMENTED       CGS
 KJ0087  HISTORY     - 1969     GOOD             USGS
 KJ0087  HISTORY     - 19980624 GOOD             CODOT
 KJ0087
 KJ0087                          STATION DESCRIPTION
 KJ0087
 KJ0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KJ0087'3.6 MI E FROM BETHUNE.
 KJ0087'3.6 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KJ0087'RAILROAD FROM THE STATION AT BETHUNE, KIT CARSON COUNTY, 4.8 MILES
 KJ0087'WEST OF BURLINGTON, 115 FEET SOUTHWEST OF POLE 458+20, 50 FEET
 KJ0087'SOUTH OF THE CENTERLINE OF THE TRACK, 65 FEET NORTH OF THE
 KJ0087'CENTERLINE OF U.S. HIGHWAY 24, AND 1.5 FEET NORTH OF A FENCE.  A
 KJ0087'STANDARD DISK, STAMPED M 71 1935 AND SET IN THE TOP OF A CONCRETE
 KJ0087'POST.
 KJ0087
 KJ0087                          STATION RECOVERY (1969)
 KJ0087
 KJ0087'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 KJ0087'RECOVERED IN GOOD CONDITION.
 KJ0087
 KJ0087                          STATION RECOVERY (1998)
 KJ0087
 KJ0087'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (KAW)
 KJ0087'THE STATION WILL BE USED DURING A COLORADO HARN DENSIFICATION PROJECT
 KJ0087'THE STATION IS LOCATED ABOUT 4 MI (6.4 KM) EAST OF BETHUNE, 4 MI (6.4
 KJ0087'KM) WEST OF BURLINGTON AT US HIGHWAY 24 MILEPOST 450.6 IN THE NE 1/4
 KJ0087'SECTION 6, T 9 S, R 44 W, 6TH PM OWNERSHIP-- KYLE RR TO REACH THE
 KJ0087'STATION FROM THE I-70 BETHUNE INTERCHANGE (I-70 EXIT 429) , PROCEED
 KJ0087'NORTH ON COUNTY ROAD 40 FOR 0.5 MI (0.8 KM) TO US HIGHWAY 24, TURN
 KJ0087'RIGHT AND PROCEED EAST ON US 24 FOR 3.7 MI (6.0 KM) TO THE STATION ON
 KJ0087'THE LEFT TO REACH THE STATION FROM THE WEST BURLINGTON INTERCHANGE
 KJ0087'(I-70 EXIT 437) , PROCEED NORTH ON LINCOLN STREET FOR 0.5 MI (0.8 KM)
 KJ0087'TO US 24, TURN LEFT AND PROCEED WEST ON US 24 FOR 4.2 MI (6.8 KM) TO
 KJ0087'THE STATION ON THE RIGHT THE STATION IS A 9 CM DIAMETER USCGS
 KJ0087'BENCHMARK DISK IN A 25 CM SQUARE CONCRETE POST PROJECTING 27 CM FROM
 KJ0087'THE GROUND.  IS 13.9 M (45.6 FT) SOUTH OF THE SOUTH RAIL OF THE KYLE
 KJ0087'RAILROAD TRACK, 12.5 M (41.0 FT) NORTH OF THE CENTER OF US 24, 1.0 M
 KJ0087'(3.3 FT) WEST OF A STEEL CODOT WITNESS POST AND 0.2 M (0.7 FT) EAST OF
 KJ0087'A FIBERGLASS NGS WITNESS POST DESCRIPTION BY K A WILLIAMS, CODOT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0037 ***********************************************************************
 KJ0037  DESIGNATION -  M 72
 KJ0037  PID         -  KJ0037
 KJ0037  STATE/COUNTY-  CO/YUMA
 KJ0037  USGS QUAD   -  SPRING CANYON (1968)
 KJ0037
 KJ0037                         *CURRENT SURVEY CONTROL
 KJ0037  ___________________________________________________________________
 KJ0037* NAD 83(1986)-  39 39 26.     (N)    102 25 17.     (W)     SCALED    
 KJ0037* NAVD 88     -      1245.018  (meters)    4084.70   (feet)  ADJUSTED  
 KJ0037  ___________________________________________________________________
 KJ0037  GEOID HEIGHT-         -22.33  (meters)                     GEOID03
 KJ0037  DYNAMIC HT  -        1243.980 (meters)    4081.29  (feet)  COMP
 KJ0037  MODELED GRAV-     979,749.4   (mgal)                       NAVD 88
 KJ0037
 KJ0037  VERT ORDER  -  SECOND    CLASS 0
 KJ0037
 KJ0037.The horizontal coordinates were scaled from a topographic map and have
 KJ0037.an estimated accuracy of +/- 6 seconds.
 KJ0037
 KJ0037.The orthometric height was determined by differential leveling
 KJ0037.and adjusted by the National Geodetic Survey in June 1991..
 KJ0037
 KJ0037.The geoid height was determined by GEOID03.
 KJ0037
 KJ0037.The dynamic height is computed by dividing the NAVD 88
 KJ0037.geopotential number by the normal gravity value computed on the
 KJ0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0037.degrees latitude (g = 980.6199 gals.).
 KJ0037
 KJ0037.The modeled gravity was interpolated from observed gravity values.
 KJ0037
 KJ0037;                    North         East    Units  Estimated Accuracy
 KJ0037;SPC CO N     -   345,350.    1,178,560.      MT  (+/- 180 meters Scaled)
 KJ0037
 KJ0037                          SUPERSEDED SURVEY CONTROL
 KJ0037
 KJ0037  NGVD 29 (??/??/92) 1244.484  (m)         4082.94   (f) ADJ UNCH    2 0
 KJ0037
 KJ0037.Superseded values are not recommended for survey control.
 KJ0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0037.See file dsdata.txt to determine how the superseded data were derived.
 KJ0037
 KJ0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD212928(NAD 83)
 KJ0037_MARKER: DB = BENCH MARK DISK
 KJ0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0037_STAMPING: M 72 1935
 KJ0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0037+STABILITY: SURFACE MOTION
 KJ0037
 KJ0037  HISTORY     - Date     Condition        Report By
 KJ0037  HISTORY     - 1935     MONUMENTED       CGS
 KJ0037  HISTORY     - 1942     GOOD             NGS
 KJ0037  HISTORY     - 1968     MARK NOT FOUND   USGS
 KJ0037
 KJ0037                          STATION DESCRIPTION
 KJ0037
 KJ0037'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 KJ0037'9.8 MI W FROM IDALIA.
 KJ0037'9.8 MILES WEST ALONG U.S. HIGHWAY 36 FROM IDALIA, YUMA COUNTY, 0.3
 KJ0037'MILE WEST OF A FARMHOUSE AND A GROUP OF TREES, 95 FEET SOUTHEAST
 KJ0037'OF A CURVE, AT A ROAD CROSSING, 37 FEET EAST OF THE CENTERLINE OF
 KJ0037'THE HIGHWAY, 37 FEET NORTH OF THE CENTERLINE OF THE ROAD, AT THE
 KJ0037'SOUTHWEST CORNER OF A PASTURE, 6 FEET SOUTHWEST OF A FENCE CORNER,
 KJ0037'AND 1 FOOT WEST OF THE FENCE.  A STANDARD DISK, STAMPED M 72 1935
 KJ0037'AND SET IN THE TOP OF A CONCRETE POST.
 KJ0037
 KJ0037                          STATION RECOVERY (1968)
 KJ0037
 KJ0037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KJ0037'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0118 ***********************************************************************
 KJ0118  DESIGNATION -  M 74
 KJ0118  PID         -  KJ0118
 KJ0118  STATE/COUNTY-  CO/KIT CARSON
 KJ0118  USGS QUAD   -  SEIBERT (1980)
 KJ0118
 KJ0118                         *CURRENT SURVEY CONTROL
 KJ0118  ___________________________________________________________________
 KJ0118* NAD 83(1986)-  39 19 48.     (N)    102 52 24.     (W)     SCALED    
 KJ0118* NAVD 88     -      1392.655  (meters)    4569.07   (feet)  ADJUSTED  
 KJ0118  ___________________________________________________________________
 KJ0118  GEOID HEIGHT-         -21.73  (meters)                     GEOID03
 KJ0118  DYNAMIC HT  -        1391.387 (meters)    4564.91  (feet)  COMP
 KJ0118  MODELED GRAV-     979,667.8   (mgal)                       NAVD 88
 KJ0118
 KJ0118  VERT ORDER  -  SECOND    CLASS 0
 KJ0118
 KJ0118.The horizontal coordinates were scaled from a topographic map and have
 KJ0118.an estimated accuracy of +/- 6 seconds.
 KJ0118
 KJ0118.The orthometric height was determined by differential leveling
 KJ0118.and adjusted by the National Geodetic Survey in June 1991..
 KJ0118
 KJ0118.The geoid height was determined by GEOID03.
 KJ0118
 KJ0118.The dynamic height is computed by dividing the NAVD 88
 KJ0118.geopotential number by the normal gravity value computed on the
 KJ0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0118.degrees latitude (g = 980.6199 gals.).
 KJ0118
 KJ0118.The modeled gravity was interpolated from observed gravity values.
 KJ0118
 KJ0118;                    North         East    Units  Estimated Accuracy
 KJ0118;SPC CO C     -   474,220.    1,140,840.      MT  (+/- 180 meters Scaled)
 KJ0118
 KJ0118                          SUPERSEDED SURVEY CONTROL
 KJ0118
 KJ0118  NGVD 29 (??/??/92) 1392.015  (m)         4566.97   (f) ADJ UNCH    2 0
 KJ0118
 KJ0118.Superseded values are not recommended for survey control.
 KJ0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0118.See file dsdata.txt to determine how the superseded data were derived.
 KJ0118
 KJ0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD833555(NAD 83)
 KJ0118_MARKER: DB = BENCH MARK DISK
 KJ0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0118_STAMPING: M 74 1935
 KJ0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0118+STABILITY: SURFACE MOTION
 KJ0118
 KJ0118  HISTORY     - Date     Condition        Report By
 KJ0118  HISTORY     - 1935     MONUMENTED       CGS
 KJ0118  HISTORY     - 1975     MARK NOT FOUND   USGS
 KJ0118
 KJ0118                          STATION DESCRIPTION
 KJ0118
 KJ0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KJ0118'2 MI N FROM SEIBERT.
 KJ0118'2.0 MILES NORTH ALONG STATE HIGHWAY 59 FROM SEIBERT, KIT CARSON
 KJ0118'COUNTY, 210 FEET SOUTHEAST OF A CEMENT FARMHOUSE, AT A ROAD
 KJ0118'INTERSECTION, 42 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 32
 KJ0118'FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND AT THE NORTHEAST
 KJ0118'CORNER OF A FIELD.  A STANDARD DISK, STAMPED M 74 1935 AND SET IN
 KJ0118'THE TOP OF A CONCRETE POST.
 KJ0118
 KJ0118                          STATION RECOVERY (1975)
 KJ0118
 KJ0118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 KJ0118'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0253 ***********************************************************************
 HK0253  DESIGNATION -  M 75
 HK0253  PID         -  HK0253
 HK0253  STATE/COUNTY-  CO/COSTILLA
 HK0253  USGS QUAD   -  FORT GARLAND (1982)
 HK0253
 HK0253                         *CURRENT SURVEY CONTROL
 HK0253  ___________________________________________________________________
 HK0253* NAD 83(1986)-  37 25 45.     (N)    105 23 45.     (W)     SCALED    
 HK0253* NAVD 88     -      2423.754  (meters)    7951.93   (feet)  ADJUSTED  
 HK0253  ___________________________________________________________________
 HK0253  GEOID HEIGHT-         -16.35  (meters)                     GEOID03
 HK0253  DYNAMIC HT  -        2420.511 (meters)    7941.29  (feet)  COMP
 HK0253  MODELED GRAV-     979,205.0   (mgal)                       NAVD 88
 HK0253
 HK0253  VERT ORDER  -  SECOND    CLASS 0
 HK0253
 HK0253.The horizontal coordinates were scaled from a topographic map and have
 HK0253.an estimated accuracy of +/- 6 seconds.
 HK0253
 HK0253.The orthometric height was determined by differential leveling
 HK0253.and adjusted by the National Geodetic Survey in June 1991..
 HK0253
 HK0253.The geoid height was determined by GEOID03.
 HK0253
 HK0253.The dynamic height is computed by dividing the NAVD 88
 HK0253.geopotential number by the normal gravity value computed on the
 HK0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0253.degrees latitude (g = 980.6199 gals.).
 HK0253
 HK0253.The modeled gravity was interpolated from observed gravity values.
 HK0253
 HK0253;                    North         East    Units  Estimated Accuracy
 HK0253;SPC CO S     -   389,430.      923,620.      MT  (+/- 180 meters Scaled)
 HK0253
 HK0253                          SUPERSEDED SURVEY CONTROL
 HK0253
 HK0253  NGVD 29 (??/??/92) 2422.405  (m)         7947.51   (f) ADJ UNCH    2 0
 HK0253
 HK0253.Superseded values are not recommended for survey control.
 HK0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0253.See file dsdata.txt to determine how the superseded data were derived.
 HK0253
 HK0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB649425(NAD 83)
 HK0253_MARKER: DB = BENCH MARK DISK
 HK0253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0253_STAMPING: M 75 1934
 HK0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0253+STABILITY: SURFACE MOTION
 HK0253
 HK0253  HISTORY     - Date     Condition        Report By
 HK0253  HISTORY     - 1934     MONUMENTED       CGS
 HK0253  HISTORY     - 1967     GOOD             NGS
 HK0253
 HK0253                          STATION DESCRIPTION
 HK0253
 HK0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HK0253'2 MI E FROM FORT GARLAND.
 HK0253'2.0 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 HK0253'FROM FORT GARLAND, 103 YARDS EAST OF A ROAD CROSSING, ABOUT 90 FEET
 HK0253'WEST OF THE END OF A CUT, 34 FEET NORTH OF THE CENTER LINE OF A
 HK0253'ROAD, 30 FEET SOUTH OF THE CENTER LINE OF THE TRACK, 18 FEET NORTH
 HK0253'OF THE RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0605 ***********************************************************************
 JJ0605  DESIGNATION -  M 77
 JJ0605  PID         -  JJ0605
 JJ0605  STATE/COUNTY-  CO/LINCOLN
 JJ0605  USGS QUAD   -  KUTCH SW (1978)
 JJ0605
 JJ0605                         *CURRENT SURVEY CONTROL
 JJ0605  ___________________________________________________________________
 JJ0605* NAD 83(1986)-  38 50 22.     (N)    103 57 35.     (W)     SCALED    
 JJ0605* NAVD 88     -      1728.827  (meters)    5671.99   (feet)  ADJUSTED  
 JJ0605  ___________________________________________________________________
 JJ0605  GEOID HEIGHT-         -19.79  (meters)                     GEOID03
 JJ0605  DYNAMIC HT  -        1727.039 (meters)    5666.13  (feet)  COMP
 JJ0605  MODELED GRAV-     979,532.4   (mgal)                       NAVD 88
 JJ0605
 JJ0605  VERT ORDER  -  SECOND    CLASS 0
 JJ0605
 JJ0605.The horizontal coordinates were scaled from a topographic map and have
 JJ0605.an estimated accuracy of +/- 6 seconds.
 JJ0605
 JJ0605.The orthometric height was determined by differential leveling
 JJ0605.and adjusted by the National Geodetic Survey in June 1991..
 JJ0605
 JJ0605.The geoid height was determined by GEOID03.
 JJ0605
 JJ0605.The dynamic height is computed by dividing the NAVD 88
 JJ0605.geopotential number by the normal gravity value computed on the
 JJ0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0605.degrees latitude (g = 980.6199 gals.).
 JJ0605
 JJ0605.The modeled gravity was interpolated from observed gravity values.
 JJ0605
 JJ0605;                    North         East    Units  Estimated Accuracy
 JJ0605;SPC CO C     -   417,620.    1,048,120.      MT  (+/- 180 meters Scaled)
 JJ0605
 JJ0605                          SUPERSEDED SURVEY CONTROL
 JJ0605
 JJ0605  NGVD 29 (??/??/92) 1727.947  (m)         5669.11   (f) ADJ UNCH    2 0
 JJ0605
 JJ0605.Superseded values are not recommended for survey control.
 JJ0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0605.See file dsdata.txt to determine how the superseded data were derived.
 JJ0605
 JJ0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC902994(NAD 83)
 JJ0605_MARKER: DB = BENCH MARK DISK
 JJ0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0605_STAMPING: M 77 1935
 JJ0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0605+STABILITY: SURFACE MOTION
 JJ0605
 JJ0605  HISTORY     - Date     Condition        Report By
 JJ0605  HISTORY     - 1935     MONUMENTED       CGS
 JJ0605  HISTORY     - 1974     MARK NOT FOUND   USGS
 JJ0605
 JJ0605                          STATION DESCRIPTION
 JJ0605
 JJ0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JJ0605'14.1 MI E FROM YODER.
 JJ0605'IN LINCOLN COUNTY, 14.1 MILES EAST ALONG STATE HIGHWAY 94 FROM
 JJ0605'THE POST OFFICE AT YODER, EL PASO COUNTY, 0.1 MILE EAST OF A SECTION
 JJ0605'LINE, AT THE BOTTOM OF A DRAW, 75 FEET EAST OF THE SUMMIT OF A GRADE,
 JJ0605'AND 29 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 JJ0605'STAMPED M 77 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JJ0605
 JJ0605                          STATION RECOVERY (1974)
 JJ0605
 JJ0605'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0605'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0117 ***********************************************************************
 JJ0117  DESIGNATION -  M 78
 JJ0117  PID         -  JJ0117
 JJ0117  STATE/COUNTY-  CO/KIOWA
 JJ0117  USGS QUAD   -  STUART (1968)
 JJ0117
 JJ0117                         *CURRENT SURVEY CONTROL
 JJ0117  ___________________________________________________________________
 JJ0117* NAD 83(1986)-  38 28 15.     (N)    102 12 59.     (W)     SCALED    
 JJ0117* NAVD 88     -      1227.497  (meters)    4027.21   (feet)  ADJUSTED  
 JJ0117  ___________________________________________________________________
 JJ0117  GEOID HEIGHT-         -23.18  (meters)                     GEOID03
 JJ0117  DYNAMIC HT  -        1226.357 (meters)    4023.47  (feet)  COMP
 JJ0117  MODELED GRAV-     979,657.2   (mgal)                       NAVD 88
 JJ0117
 JJ0117  VERT ORDER  -  SECOND    CLASS 0
 JJ0117
 JJ0117.The horizontal coordinates were scaled from a topographic map and have
 JJ0117.an estimated accuracy of +/- 6 seconds.
 JJ0117
 JJ0117.The orthometric height was determined by differential leveling
 JJ0117.and adjusted by the National Geodetic Survey in June 1991..
 JJ0117
 JJ0117.The geoid height was determined by GEOID03.
 JJ0117
 JJ0117.The dynamic height is computed by dividing the NAVD 88
 JJ0117.geopotential number by the normal gravity value computed on the
 JJ0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0117.degrees latitude (g = 980.6199 gals.).
 JJ0117
 JJ0117.The modeled gravity was interpolated from observed gravity values.
 JJ0117
 JJ0117;                    North         East    Units  Estimated Accuracy
 JJ0117;SPC CO S     -   510,080.    1,200,900.      MT  (+/- 180 meters Scaled)
 JJ0117
 JJ0117                          SUPERSEDED SURVEY CONTROL
 JJ0117
 JJ0117  NGVD 29 (??/??/92) 1226.982  (m)         4025.52   (f) ADJ UNCH    2 0
 JJ0117
 JJ0117.Superseded values are not recommended for survey control.
 JJ0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0117.See file dsdata.txt to determine how the superseded data were derived.
 JJ0117
 JJ0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC428617(NAD 83)
 JJ0117_MARKER: DB = BENCH MARK DISK
 JJ0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0117_STAMPING: M 78 1935
 JJ0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0117+STABILITY: SURFACE MOTION
 JJ0117
 JJ0117  HISTORY     - Date     Condition        Report By
 JJ0117  HISTORY     - 1935     MONUMENTED       CGS
 JJ0117  HISTORY     - 1941     GOOD             NGS
 JJ0117  HISTORY     - 19951102 MARK NOT FOUND   CODOT
 JJ0117
 JJ0117                          STATION DESCRIPTION
 JJ0117
 JJ0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0117'4.1 MI E FROM SHERIDAN LAKE.
 JJ0117'TO REACH BENCH MARK FROM THE RAILROAD STATION AT SHERIDAN LAKE, GO
 JJ0117'4.1 MILES EAST ALONG THE MISSOURI PACIFIC RAILROAD TO SITE OF BENCH
 JJ0117'MARK.  BENCH MARK IS AT A ROAD CROSSING, ABOUT 160.0 FEET SOUTHEAST
 JJ0117'OF MILE POST 754, 50.0 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 JJ0117'96, 50.0 FEET EAST OF THE CENTERLINE OF A NORTH-SOUTH ROAD, 45.0
 JJ0117'FEET BELOW THE CENTERLINE OF THE RAILROAD TRACK, 3.0 FEET WEST OF A
 JJ0117'4 X 4 INCH WOODEN MARKER POST, AND 3.0 FEET NORTH OF THE RIGHT OF WAY
 JJ0117'FENCE.  THE MONUMENT PROJECTS 0.4 FOOT.
 JJ0117
 JJ0117                          STATION RECOVERY (1995)
 JJ0117
 JJ0117'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (PG)
 JJ0117'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0370 ***********************************************************************
 JJ0370  DESIGNATION -  M 79
 JJ0370  PID         -  JJ0370
 JJ0370  STATE/COUNTY-  CO/LINCOLN
 JJ0370  USGS QUAD   -  BARREL SPRINGS DRAW (1978)
 JJ0370
 JJ0370                         *CURRENT SURVEY CONTROL
 JJ0370  ___________________________________________________________________
 JJ0370* NAD 83(1986)-  38 41 23.     (N)    103 16 30.     (W)     SCALED    
 JJ0370* NAVD 88     -      1413.251  (meters)    4636.64   (feet)  ADJUSTED  
 JJ0370  ___________________________________________________________________
 JJ0370  GEOID HEIGHT-         -21.85  (meters)                     GEOID03
 JJ0370  DYNAMIC HT  -        1411.861 (meters)    4632.08  (feet)  COMP
 JJ0370  MODELED GRAV-     979,595.5   (mgal)                       NAVD 88
 JJ0370
 JJ0370  VERT ORDER  -  SECOND    CLASS 0
 JJ0370
 JJ0370.The horizontal coordinates were scaled from a topographic map and have
 JJ0370.an estimated accuracy of +/- 6 seconds.
 JJ0370
 JJ0370.The orthometric height was determined by differential leveling
 JJ0370.and adjusted by the National Geodetic Survey in June 1991..
 JJ0370
 JJ0370.The geoid height was determined by GEOID03.
 JJ0370
 JJ0370.The dynamic height is computed by dividing the NAVD 88
 JJ0370.geopotential number by the normal gravity value computed on the
 JJ0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0370.degrees latitude (g = 980.6199 gals.).
 JJ0370
 JJ0370.The modeled gravity was interpolated from observed gravity values.
 JJ0370
 JJ0370;                    North         East    Units  Estimated Accuracy
 JJ0370;SPC CO C     -   402,240.    1,107,960.      MT  (+/- 180 meters Scaled)
 JJ0370
 JJ0370                          SUPERSEDED SURVEY CONTROL
 JJ0370
 JJ0370  NGVD 29 (??/??/92) 1412.560  (m)         4634.37   (f) ADJ UNCH    2 0
 JJ0370
 JJ0370.Superseded values are not recommended for survey control.
 JJ0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0370.See file dsdata.txt to determine how the superseded data were derived.
 JJ0370
 JJ0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC500837(NAD 83)
 JJ0370_MARKER: DB = BENCH MARK DISK
 JJ0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0370_STAMPING: M 79 1935
 JJ0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0370+STABILITY: SURFACE MOTION
 JJ0370
 JJ0370  HISTORY     - Date     Condition        Report By
 JJ0370  HISTORY     - 1935     MONUMENTED       CGS
 JJ0370  HISTORY     - 1941     GOOD             NGS
 JJ0370  HISTORY     - 1975     GOOD             USGS
 JJ0370
 JJ0370                          STATION DESCRIPTION
 JJ0370
 JJ0370'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0370'17.9 MI S FROM BOYERO.
 JJ0370'TO REACH FROM THE POST OFFICE IN BOYERO--GO 1.0 MILE SOUTHERLY
 JJ0370'ALONG STATE HIGHWAY NO.63 TO THE INTERSECTION OF STATE HIGHWAY
 JJ0370'NO.94, THENCE CONTINUE 16.9 MILES SOUTHERLY ALONG STATE HIGHWAY
 JJ0370'NO.63 TO THE SITE OF BENCH MARK.  BENCH MARK IS ON THE OUTSIDE OF
 JJ0370'A SHARP CURVE IN HIGHWAY TO THE EAST, ABOUT 127.0 FEET SOUTHWEST
 JJ0370'OF THE CENTER OF CURVE AND 19.0 FEET SOUTH OF THE CENTER OF A
 JJ0370'WIRE GATE.  IT IS 3.0 FEET SOUTHEAST OF A CORNER POST, 3.0 FEET
 JJ0370'SOUTH OF A 4X4-INCH WOODEN MARKER POST AND 2.0 FEET SOUTH OF
 JJ0370'FENCE LEADING EAST.  THE MONUMENT PROJECTS 0.7 FOOT.
 JJ0370
 JJ0370                          STATION RECOVERY (1975)
 JJ0370
 JJ0370'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JJ0370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0165 ***********************************************************************
 JL0165  DESIGNATION -  M 8
 JL0165  PID         -  JL0165
 JL0165  STATE/COUNTY-  CO/SAGUACHE
 JL0165  USGS QUAD   -  DOYLEVILLE (1962)
 JL0165
 JL0165                         *CURRENT SURVEY CONTROL
 JL0165  ___________________________________________________________________
 JL0165* NAD 83(1986)-  38 24 56.     (N)    106 31 35.     (W)     SCALED    
 JL0165* NAVD 88     -      2496.817  (meters)    8191.64   (feet)  POSTED    
 JL0165  ___________________________________________________________________
 JL0165  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 JL0165  DYNAMIC HT  -        2493.590 (meters)    8181.05  (feet)  COMP
 JL0165  MODELED GRAV-     979,247.6   (mgal)                       NAVD 88
 JL0165
 JL0165  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 JL0165
 JL0165.The horizontal coordinates were scaled from a topographic map and have
 JL0165.an estimated accuracy of +/- 6 seconds.
 JL0165
 JL0165.The orthometric height was determined by differential leveling
 JL0165.and adjusted by the National Geodetic Survey in 1992..
 JL0165.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 JL0165.rate of 0.0 thru 1.0 mm/km.
 JL0165
 JL0165.The geoid height was determined by GEOID03.
 JL0165
 JL0165.The dynamic height is computed by dividing the NAVD 88
 JL0165.geopotential number by the normal gravity value computed on the
 JL0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0165.degrees latitude (g = 980.6199 gals.).
 JL0165
 JL0165.The modeled gravity was interpolated from observed gravity values.
 JL0165
 JL0165;                    North         East    Units  Estimated Accuracy
 JL0165;SPC CO S     -   499,400.      824,770.      MT  (+/- 180 meters Scaled)
 JL0165
 JL0165                          SUPERSEDED SURVEY CONTROL
 JL0165
 JL0165  NGVD 29 (??/??/92) 2495.172  (m)         8186.24   (f) ADJ UNCH    1 2
 JL0165
 JL0165.Superseded values are not recommended for survey control.
 JL0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0165.See file dsdata.txt to determine how the superseded data were derived.
 JL0165
 JL0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC667530(NAD 83)
 JL0165_MARKER: DB = BENCH MARK DISK
 JL0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0165_STAMPING: 8186.243 M 8 1926
 JL0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0165+STABILITY: SURFACE MOTION
 JL0165
 JL0165  HISTORY     - Date     Condition        Report By
 JL0165  HISTORY     - 1926     MONUMENTED       CGS
 JL0165  HISTORY     - 1962     GOOD             USFS
 JL0165  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0165
 JL0165                          STATION DESCRIPTION
 JL0165
 JL0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 JL0165'7.1 MI W FROM SARGENTS.
 JL0165'7.1 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JL0165'THE STATION AT SARGENTS, SAGUACHE COUNTY, 5/16 MILE WEST OF MILEPOST
 JL0165'D-264, 300 FEET WEST OF A NORTH-AND-SOUTH SECTION-LINE FENCE ON THE
 JL0165'WATER DOUBLE HEART RANCH, 300 FEET EAST OF A FENCE GATE, 48 FEET SOUTH
 JL0165'OF THE TRACK, 2 FEET NORTH OF THE RIGHT-OF-WAY FENCE, AND 1/2 FOOT
 JL0165'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED 8186.243 M 8 1926 AND
 JL0165'SET IN THE TOP OF A CONCRETE POST SLIGHTLY UNDER-GROUND.
 JL0165
 JL0165                          STATION RECOVERY (1962)
 JL0165
 JL0165'RECOVERY NOTE BY US FOREST SERVICE 1962
 JL0165'RECOVERED IN GOOD CONDITION.
 JL0165
 JL0165                          STATION RECOVERY (1984)
 JL0165
 JL0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0165'THE AREA IS NOW A HAY FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0543 ***********************************************************************
 GM0543  DESIGNATION -  M 80
 GM0543  PID         -  GM0543
 GM0543  STATE/COUNTY-  CO/COSTILLA
 GM0543  USGS QUAD   -  COSTILLA (1963)
 GM0543
 GM0543                         *CURRENT SURVEY CONTROL
 GM0543  ___________________________________________________________________
 GM0543* NAD 83(1992)-  36 59 45.62515(N)    105 32 03.14762(W)     ADJUSTED  
 GM0543* NAVD 88     -      2362.608  (meters)    7751.32   (feet)  ADJUSTED  
 GM0543  ___________________________________________________________________
 GM0543  LAPLACE CORR-           6.29  (seconds)                    DEFLEC99
 GM0543  GEOID HEIGHT-         -16.82  (meters)                     GEOID03
 GM0543  DYNAMIC HT  -        2359.380 (meters)    7740.73  (feet)  COMP
 GM0543  MODELED GRAV-     979,180.1   (mgal)                       NAVD 88
 GM0543
 GM0543  HORZ ORDER  -  SECOND
 GM0543  VERT ORDER  -  SECOND    CLASS 0
 GM0543
 GM0543.The horizontal coordinates were established by classical geodetic methods
 GM0543.and adjusted by the National Geodetic Survey in December 1993..
 GM0543
 GM0543.The orthometric height was determined by differential leveling
 GM0543.and adjusted by the National Geodetic Survey in June 1991..
 GM0543
 GM0543.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0543
 GM0543.The geoid height was determined by GEOID03.
 GM0543
 GM0543.The dynamic height is computed by dividing the NAVD 88
 GM0543.geopotential number by the normal gravity value computed on the
 GM0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 GM0543.degrees latitude (g = 980.6199 gals.).
 GM0543
 GM0543.The modeled gravity was interpolated from observed gravity values.
 GM0543
 GM0543;                    North         East     Units Scale Factor Converg.
 GM0543;SPC CO S     -   341,353.143   911,356.631   MT  1.00005154   -0 01 15.5
 GM0543;SPC CO S     - 1,119,922.77  2,990,009.21   sFT  1.00005154   -0 01 15.5
 GM0543;SPC NM C     -   665,266.496   563,711.293   MT  0.99994999   +0 25 50.7
 GM0543;SPC NM C     - 2,182,628.50  1,849,442.80   sFT  0.99994999   +0 25 50.7
 GM0543;SPC NM E     -   665,707.179    58,110.117   MT  1.00004980   -0 43 21.7
 GM0543;SPC NM E     - 2,184,074.30    190,649.61   sFT  1.00004980   -0 43 21.7
 GM0543;UTM  13      - 4,094,562.763   452,465.625   MT  0.99962783   -0 19 17.3
 GM0543
 GM0543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0543!SPC CO S     -   0.99963201  x   1.00005154  =   0.99968353
 GM0543!SPC NM C     -   0.99963201  x   0.99994999  =   0.99958201
 GM0543!SPC NM E     -   0.99963201  x   1.00004980  =   0.99968179
 GM0543!UTM  13      -   0.99963201  x   0.99962783  =   0.99925997
 GM0543
 GM0543                          SUPERSEDED SURVEY CONTROL
 GM0543
 GM0543  NAD 83(1992)-  36 59 45.62740(N)    105 32 03.14963(W) AD(       ) 2
 GM0543  NAD 83(1986)-  36 59 45.63057(N)    105 32 03.15425(W) AD(       ) 2
 GM0543  NAD 27      -  36 59 45.55400(N)    105 32 01.11900(W) AD(       ) 2
 GM0543  NGVD 29 (??/??/92) 2361.326  (m)         7747.12   (f) ADJ UNCH    2 0
 GM0543
 GM0543.Superseded values are not recommended for survey control.
 GM0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0543.See file dsdata.txt to determine how the superseded data were derived.
 GM0543
 GM0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDA5246694563(NAD 83)
 GM0543_MARKER: DB = BENCH MARK DISK
 GM0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 GM0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 GM0543_STAMPING: M 80 1934
 GM0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0543+STABILITY: SURFACE MOTION
 GM0543
 GM0543  HISTORY     - Date     Condition        Report By
 GM0543  HISTORY     - 1934     MONUMENTED       CGS
 GM0543  HISTORY     - 1945     GOOD             CGS
 GM0543  HISTORY     - 1945     GOOD             NGS
 GM0543
 GM0543                          STATION DESCRIPTION
 GM0543
 GM0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 GM0543'2.1 MI S FROM GARCIA.
 GM0543'IN TAOS COUNTY, NEW MEXICO, 2.1 MILES SOUTH ALONG COLORADO STATE
 GM0543'HIGHWAY 159 AND NEW MEXICO STATE HIGHWAY 3 FROM GARCIA, COSTILLA
 GM0543'COUNTY, COLORADO, 41 FEET SOUTH OF THE NEW MEXICO-COLORADO STATE LINE,
 GM0543'2 FEET SOUTHEAST OF A MILEAGE SIGN, 39 FEET WEST OF THE CENTERLINE OF
 GM0543'THE HIGHWAY, AND 3 FEET EAST OF A FENCE.  A STANDARD DISK, SET IN THE
 GM0543'TOP OF A CONCRETE POST.  NOTE-- CAN BE LOCATED BY DISTANCE AND
 GM0543'DIRECTION FROM TRIANGULATION STATION MESCAL 1936.
 GM0543
 GM0543                          STATION RECOVERY (1945)
 GM0543
 GM0543'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 GM0543'STATION IS ON THE COLORADO-NEW MEXICO STATE LINE, AT THE N EDGE
 GM0543'OF COSTILLA, NEW MEXICO, AND 0.35 MILE S OF THE POST OFFICE
 GM0543'IN GARCIA, COLORADO.  IT IS IN THE SW 1/4 SEC. 35, T. 32 N.,
 GM0543'R. 13 E., ON PROPERTY BELONGING TO THE COSTILLA ESTATE, 108
 GM0543'FEET W OF STATE HIGHWAY 159, AND 63.04 FEET WSW OF U.S.C.
 GM0543'AND G.S. B.M. 80.
 GM0543
 GM0543                          STATION RECOVERY (1945)
 GM0543
 GM0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 GM0543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0530 ***********************************************************************
 JJ0530  DESIGNATION -  M 80 RESET
 JJ0530  PID         -  JJ0530
 JJ0530  STATE/COUNTY-  CO/CROWLEY
 JJ0530  USGS QUAD   -  BOX SPRINGS (1977)
 JJ0530
 JJ0530                         *CURRENT SURVEY CONTROL
 JJ0530  ___________________________________________________________________
 JJ0530* NAD 83(1986)-  38 23 08.     (N)    103 43 24.     (W)     SCALED    
 JJ0530* NAVD 88     -      1366.544  (meters)    4483.40   (feet)  ADJUSTED  
 JJ0530  ___________________________________________________________________
 JJ0530  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 JJ0530  DYNAMIC HT  -        1365.190 (meters)    4478.96  (feet)  COMP
 JJ0530  MODELED GRAV-     979,589.9   (mgal)                       NAVD 88
 JJ0530
 JJ0530  VERT ORDER  -  SECOND    CLASS 0
 JJ0530
 JJ0530.The horizontal coordinates were scaled from a topographic map and have
 JJ0530.an estimated accuracy of +/- 6 seconds.
 JJ0530
 JJ0530.The orthometric height was determined by differential leveling
 JJ0530.and adjusted by the National Geodetic Survey in June 1991..
 JJ0530
 JJ0530.The geoid height was determined by GEOID03.
 JJ0530
 JJ0530.The dynamic height is computed by dividing the NAVD 88
 JJ0530.geopotential number by the normal gravity value computed on the
 JJ0530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0530.degrees latitude (g = 980.6199 gals.).
 JJ0530
 JJ0530.The modeled gravity was interpolated from observed gravity values.
 JJ0530
 JJ0530;                    North         East    Units  Estimated Accuracy
 JJ0530;SPC CO S     -   497,050.    1,069,620.      MT  (+/- 180 meters Scaled)
 JJ0530
 JJ0530                          SUPERSEDED SURVEY CONTROL
 JJ0530
 JJ0530  NGVD 29 (??/??/92) 1365.845  (m)         4481.11   (f) ADJ UNCH    2 0
 JJ0530
 JJ0530.Superseded values are not recommended for survey control.
 JJ0530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0530.See file dsdata.txt to determine how the superseded data were derived.
 JJ0530
 JJ0530_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC115493(NAD 83)
 JJ0530_MARKER: DB = BENCH MARK DISK
 JJ0530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0530_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0530_STAMPING: M 80 1935 1941 RESET
 JJ0530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0530+STABILITY: SURFACE MOTION
 JJ0530
 JJ0530  HISTORY     - Date     Condition        Report By
 JJ0530  HISTORY     - 1941     MONUMENTED       CGS
 JJ0530
 JJ0530                          STATION DESCRIPTION
 JJ0530
 JJ0530'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0530'12.5 MI N FROM ORDWAY.
 JJ0530'TO REACH FROM THE POST OFFICE AT ORDWAY, GO 0.5 OF A MILE EAST
 JJ0530'ALONG HWY. 96 TO JCT. WITH HWY. 71, THENCE, TURN LEFT, GO 12.0 MILES
 JJ0530'NORTH ALONG HWY. 71 TO SITE OF BENCH MARK.  BENCH MARK IS 0.2 OF A
 JJ0530'MILE NORTH OF A FARM HOUSE ON THE EAST SIDE OF THE ROAD, 0.3 OF A
 JJ0530'MILE SOUTH OF A SIDE ROAD, 10.0 FEET EAST OF A FENCE LINE, 48.0 FEET
 JJ0530'WEST OF AND APPROXIMATELY 1.0 FOOT BELOW THE CENTERLINE OF THE HWY.
 JJ0530'A STD. DISK SET FLUSH AND HORIZONTALLY IN A CONCRETE POST, PROJECTING
 JJ0530'8.0 INCHES ABOVE THE GROUND, 3.0 FEET SOUTH OF A WHITE, WOODEN 4X4-
 JJ0530'INCH MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0601 ***********************************************************************
 JJ0601  DESIGNATION -  M 81
 JJ0601  PID         -  JJ0601
 JJ0601  STATE/COUNTY-  CO/LINCOLN
 JJ0601  USGS QUAD   -  PUNKIN CENTER NW (1978)
 JJ0601
 JJ0601                         *CURRENT SURVEY CONTROL
 JJ0601  ___________________________________________________________________
 JJ0601* NAD 83(1986)-  38 57 13.     (N)    103 42 05.     (W)     SCALED    
 JJ0601* NAVD 88     -      1647.257  (meters)    5404.38   (feet)  ADJUSTED  
 JJ0601  ___________________________________________________________________
 JJ0601  GEOID HEIGHT-         -20.22  (meters)                     GEOID03
 JJ0601  DYNAMIC HT  -        1645.611 (meters)    5398.98  (feet)  COMP
 JJ0601  MODELED GRAV-     979,570.4   (mgal)                       NAVD 88
 JJ0601
 JJ0601  VERT ORDER  -  SECOND    CLASS 0
 JJ0601
 JJ0601.The horizontal coordinates were scaled from a topographic map and have
 JJ0601.an estimated accuracy of +/- 6 seconds.
 JJ0601
 JJ0601.The orthometric height was determined by differential leveling
 JJ0601.and adjusted by the National Geodetic Survey in June 1991..
 JJ0601
 JJ0601.The geoid height was determined by GEOID03.
 JJ0601
 JJ0601.The dynamic height is computed by dividing the NAVD 88
 JJ0601.geopotential number by the normal gravity value computed on the
 JJ0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0601.degrees latitude (g = 980.6199 gals.).
 JJ0601
 JJ0601.The modeled gravity was interpolated from observed gravity values.
 JJ0601
 JJ0601;                    North         East    Units  Estimated Accuracy
 JJ0601;SPC CO C     -   430,700.    1,070,290.      MT  (+/- 180 meters Scaled)
 JJ0601
 JJ0601                          SUPERSEDED SURVEY CONTROL
 JJ0601
 JJ0601  NGVD 29 (??/??/92) 1646.456  (m)         5401.75   (f) ADJ UNCH    2 0
 JJ0601
 JJ0601.Superseded values are not recommended for survey control.
 JJ0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0601.See file dsdata.txt to determine how the superseded data were derived.
 JJ0601
 JJ0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD125124(NAD 83)
 JJ0601_MARKER: DB = BENCH MARK DISK
 JJ0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0601_STAMPING: M 81 1935
 JJ0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0601+STABILITY: SURFACE MOTION
 JJ0601
 JJ0601  HISTORY     - Date     Condition        Report By
 JJ0601  HISTORY     - 1935     MONUMENTED       CGS
 JJ0601  HISTORY     - 1974     MARK NOT FOUND   USGS
 JJ0601
 JJ0601                          STATION DESCRIPTION
 JJ0601
 JJ0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JJ0601'20 MI N FROM FORDER.
 JJ0601'20 MI N OF FORDER P.0., ALONG ST HWY 71, ABOUT 0.4 MI. N. OF A HOUSE
 JJ0601'ON W. SIDE OF HWY., ABOUT 70 FT. W. OF THE CENTER LINE OF THE HWY.
 JJ0601'AND 25 FT. W. AND 2 FT. N. OF A FENCE CORNER.
 JJ0601
 JJ0601                          STATION RECOVERY (1974)
 JJ0601
 JJ0601'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0601'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0260 ***********************************************************************
 JJ0260  DESIGNATION -  M 82
 JJ0260  PID         -  JJ0260
 JJ0260  STATE/COUNTY-  CO/KIOWA
 JJ0260  USGS QUAD   -  ALKALI LAKE (1968)
 JJ0260
 JJ0260                         *CURRENT SURVEY CONTROL
 JJ0260  ___________________________________________________________________
 JJ0260* NAD 83(1986)-  38 27 49.     (N)    102 38 07.     (W)     SCALED    
 JJ0260* NAVD 88     -      1249.722  (meters)    4100.13   (feet)  ADJUSTED  
 JJ0260  ___________________________________________________________________
 JJ0260  GEOID HEIGHT-         -22.82  (meters)                     GEOID03
 JJ0260  DYNAMIC HT  -        1248.547 (meters)    4096.27  (feet)  COMP
 JJ0260  MODELED GRAV-     979,645.0   (mgal)                       NAVD 88
 JJ0260
 JJ0260  VERT ORDER  -  SECOND    CLASS 0
 JJ0260
 JJ0260.The horizontal coordinates were scaled from a topographic map and have
 JJ0260.an estimated accuracy of +/- 6 seconds.
 JJ0260
 JJ0260.The orthometric height was determined by differential leveling
 JJ0260.and adjusted by the National Geodetic Survey in June 1991..
 JJ0260
 JJ0260.The geoid height was determined by GEOID03.
 JJ0260
 JJ0260.The dynamic height is computed by dividing the NAVD 88
 JJ0260.geopotential number by the normal gravity value computed on the
 JJ0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0260.degrees latitude (g = 980.6199 gals.).
 JJ0260
 JJ0260.The modeled gravity was interpolated from observed gravity values.
 JJ0260
 JJ0260;                    North         East    Units  Estimated Accuracy
 JJ0260;SPC CO S     -   508,070.    1,164,390.      MT  (+/- 180 meters Scaled)
 JJ0260
 JJ0260                          SUPERSEDED SURVEY CONTROL
 JJ0260
 JJ0260  NGVD 29 (??/??/92) 1249.175  (m)         4098.34   (f) ADJ UNCH    2 0
 JJ0260
 JJ0260.Superseded values are not recommended for survey control.
 JJ0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0260.See file dsdata.txt to determine how the superseded data were derived.
 JJ0260
 JJ0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC063599(NAD 83)
 JJ0260_MARKER: DB = BENCH MARK DISK
 JJ0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0260_STAMPING: M 82 1935
 JJ0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0260+STABILITY: SURFACE MOTION
 JJ0260
 JJ0260  HISTORY     - Date     Condition        Report By
 JJ0260  HISTORY     - 1935     MONUMENTED       CGS
 JJ0260  HISTORY     - 1967     GOOD             NGS
 JJ0260
 JJ0260                          STATION DESCRIPTION
 JJ0260
 JJ0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 JJ0260'7.9 MI E FROM EADS.
 JJ0260'7.9 MILES EAST OF THE MISSOURI PACIFIC RR STATION AT EADS,
 JJ0260'KIOWA COUNTY, 265 FEET EAST OF MILE POLE 778, 51 FEET NORTH OF
 JJ0260'CENTERLINE OF TRACK, 3 FEET NORTH AND 4 FEET WEST OF WITNESS
 JJ0260'POST, 15 FEET NORTH OF POLE 777+38, 3 FEET NORTH OF R.O.W. FENCE,
 JJ0260'ABOUT 0.2 HIGHER THAN THE TRACK.  A STANDARD TABLET, STAMPED M 82 1935
 JJ0260'AND SET IN THE TOP OF A CONCRETE POST, 1.0 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0444 ***********************************************************************
 JJ0444  DESIGNATION -  M 83
 JJ0444  PID         -  JJ0444
 JJ0444  STATE/COUNTY-  CO/KIOWA
 JJ0444  USGS QUAD   -  ARLINGTON (1978)
 JJ0444
 JJ0444                         *CURRENT SURVEY CONTROL
 JJ0444  ___________________________________________________________________
 JJ0444* NAD 83(1986)-  38 20 02.     (N)    103 20 40.     (W)     SCALED    
 JJ0444* NAVD 88     -      1288.146  (meters)    4226.19   (feet)  ADJUSTED  
 JJ0444  ___________________________________________________________________
 JJ0444  GEOID HEIGHT-         -22.28  (meters)                     GEOID03
 JJ0444  DYNAMIC HT  -        1286.868 (meters)    4222.00  (feet)  COMP
 JJ0444  MODELED GRAV-     979,592.6   (mgal)                       NAVD 88
 JJ0444
 JJ0444  VERT ORDER  -  SECOND    CLASS 0
 JJ0444
 JJ0444.The horizontal coordinates were scaled from a topographic map and have
 JJ0444.an estimated accuracy of +/- 6 seconds.
 JJ0444
 JJ0444.The orthometric height was determined by differential leveling
 JJ0444.and adjusted by the National Geodetic Survey in June 1991..
 JJ0444
 JJ0444.The geoid height was determined by GEOID03.
 JJ0444
 JJ0444.The dynamic height is computed by dividing the NAVD 88
 JJ0444.geopotential number by the normal gravity value computed on the
 JJ0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0444.degrees latitude (g = 980.6199 gals.).
 JJ0444
 JJ0444.The modeled gravity was interpolated from observed gravity values.
 JJ0444
 JJ0444;                    North         East    Units  Estimated Accuracy
 JJ0444;SPC CO S     -   492,020.    1,102,850.      MT  (+/- 180 meters Scaled)
 JJ0444
 JJ0444                          SUPERSEDED SURVEY CONTROL
 JJ0444
 JJ0444  NGVD 29 (??/??/92) 1287.493  (m)         4224.05   (f) ADJ UNCH    2 0
 JJ0444
 JJ0444.Superseded values are not recommended for survey control.
 JJ0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0444.See file dsdata.txt to determine how the superseded data were derived.
 JJ0444
 JJ0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC446441(NAD 83)
 JJ0444_MARKER: DB = BENCH MARK DISK
 JJ0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0444_STAMPING: M 83 1935
 JJ0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0444+STABILITY: SURFACE MOTION
 JJ0444
 JJ0444  HISTORY     - Date     Condition        Report By
 JJ0444  HISTORY     - 1935     MONUMENTED       CGS
 JJ0444  HISTORY     - 1946     GOOD             NGS
 JJ0444  HISTORY     - 1974     MARK NOT FOUND   USGS
 JJ0444
 JJ0444                          STATION DESCRIPTION
 JJ0444
 JJ0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 JJ0444'24.2 MI E FROM ORDWAY.
 JJ0444'IN KEOWA COUNTY, 24.2 MILES EAST ALONG THE MISSOURI PACIFIC
 JJ0444'RAILROAD FROM THE STATION AT ORDWAY, CROWLEY COUNTY, AT ARLINGTON,
 JJ0444'1 FOOT WEST OF THE NORTHWEST CORNER OF THE STATION, AND 21 FEET
 JJ0444'SOUTH OF THE CENTERLINE OF THE MAIN TRACK. A STANDARD DISK,
 JJ0444'STAMPED M 83 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JJ0444
 JJ0444                          STATION RECOVERY (1974)
 JJ0444
 JJ0444'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0444'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0338 ***********************************************************************
 JJ0338  DESIGNATION -  M 84
 JJ0338  PID         -  JJ0338
 JJ0338  STATE/COUNTY-  CO/LINCOLN
 JJ0338  USGS QUAD   -  KINNEY LAKE (1978)
 JJ0338
 JJ0338                         *CURRENT SURVEY CONTROL
 JJ0338  ___________________________________________________________________
 JJ0338* NAD 83(1986)-  38 56 14.     (N)    103 29 49.     (W)     SCALED    
 JJ0338* NAVD 88     -      1551.140  (meters)    5089.03   (feet)  ADJUSTED  
 JJ0338  ___________________________________________________________________
 JJ0338  GEOID HEIGHT-         -20.86  (meters)                     GEOID03
 JJ0338  DYNAMIC HT  -        1549.625 (meters)    5084.06  (feet)  COMP
 JJ0338  MODELED GRAV-     979,595.8   (mgal)                       NAVD 88
 JJ0338
 JJ0338  VERT ORDER  -  SECOND    CLASS 0
 JJ0338
 JJ0338.The horizontal coordinates were scaled from a topographic map and have
 JJ0338.an estimated accuracy of +/- 6 seconds.
 JJ0338
 JJ0338.The orthometric height was determined by differential leveling
 JJ0338.and adjusted by the National Geodetic Survey in June 1991..
 JJ0338
 JJ0338.The geoid height was determined by GEOID03.
 JJ0338
 JJ0338.The dynamic height is computed by dividing the NAVD 88
 JJ0338.geopotential number by the normal gravity value computed on the
 JJ0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0338.degrees latitude (g = 980.6199 gals.).
 JJ0338
 JJ0338.The modeled gravity was interpolated from observed gravity values.
 JJ0338
 JJ0338;                    North         East    Units  Estimated Accuracy
 JJ0338;SPC CO C     -   429,250.    1,088,050.      MT  (+/- 180 meters Scaled)
 JJ0338
 JJ0338                          SUPERSEDED SURVEY CONTROL
 JJ0338
 JJ0338  NGVD 29 (??/??/92) 1550.406  (m)         5086.62   (f) ADJ UNCH    2 0
 JJ0338
 JJ0338.Superseded values are not recommended for survey control.
 JJ0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0338.See file dsdata.txt to determine how the superseded data were derived.
 JJ0338
 JJ0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD302108(NAD 83)
 JJ0338_MARKER: DB = BENCH MARK DISK
 JJ0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0338_STAMPING: M 84 1935
 JJ0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0338+STABILITY: SURFACE MOTION
 JJ0338
 JJ0338  HISTORY     - Date     Condition        Report By
 JJ0338  HISTORY     - 1935     MONUMENTED       CGS
 JJ0338  HISTORY     - 1937     GOOD             NGS
 JJ0338  HISTORY     - 1974     GOOD             USGS
 JJ0338
 JJ0338                          STATION DESCRIPTION
 JJ0338
 JJ0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1937
 JJ0338'12.3 MI W FROM BOYERO.
 JJ0338'12.3 MILES WEST ALONG STATE HIGHWAY 94 FROM A CROSSING OF THE
 JJ0338'UNION PACIFIC RAILROAD AT BOYERO, ABOUT 1/2 MILE EAST OF A
 JJ0338'FARMHOUSE, 50 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 20 FEET
 JJ0338'SOUTH OF A FENCE CORNER, AND 1-1/2 FEET EAST OF A FENCE.  A
 JJ0338'STANDARD DISK, STAMPED M 84 1935 AND SET IN THE TOP OF A CONCRETE
 JJ0338'POST.
 JJ0338
 JJ0338                          STATION RECOVERY (1974)
 JJ0338
 JJ0338'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0146 ***********************************************************************
 HJ0146  DESIGNATION -  M 85
 HJ0146  PID         -  HJ0146
 HJ0146  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0146  USGS QUAD   -  MINERS PEAK (1972)
 HJ0146
 HJ0146                         *CURRENT SURVEY CONTROL
 HJ0146  ___________________________________________________________________
 HJ0146* NAD 83(1986)-  37 11 09.     (N)    103 38 33.     (W)     SCALED    
 HJ0146* NAVD 88     -      1778.345  (meters)    5834.45   (feet)  ADJUSTED  
 HJ0146  ___________________________________________________________________
 HJ0146  GEOID HEIGHT-         -20.15  (meters)                     GEOID03
 HJ0146  DYNAMIC HT  -        1776.270 (meters)    5827.65  (feet)  COMP
 HJ0146  MODELED GRAV-     979,400.4   (mgal)                       NAVD 88
 HJ0146
 HJ0146  VERT ORDER  -  SECOND    CLASS 0
 HJ0146
 HJ0146.The horizontal coordinates were scaled from a topographic map and have
 HJ0146.an estimated accuracy of +/- 6 seconds.
 HJ0146
 HJ0146.The orthometric height was determined by differential leveling
 HJ0146.and adjusted by the National Geodetic Survey in June 1991..
 HJ0146
 HJ0146.The geoid height was determined by GEOID03.
 HJ0146
 HJ0146.The dynamic height is computed by dividing the NAVD 88
 HJ0146.geopotential number by the normal gravity value computed on the
 HJ0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0146.degrees latitude (g = 980.6199 gals.).
 HJ0146
 HJ0146.The modeled gravity was interpolated from observed gravity values.
 HJ0146
 HJ0146;                    North         East    Units  Estimated Accuracy
 HJ0146;SPC CO S     -   364,060.    1,079,330.      MT  (+/- 180 meters Scaled)
 HJ0146
 HJ0146                          SUPERSEDED SURVEY CONTROL
 HJ0146
 HJ0146  NGVD 29 (??/??/92) 1777.431  (m)         5831.45   (f) ADJ UNCH    2 0
 HJ0146
 HJ0146.Superseded values are not recommended for survey control.
 HJ0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0146.See file dsdata.txt to determine how the superseded data were derived.
 HJ0146
 HJ0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB204163(NAD 83)
 HJ0146_MARKER: DB = BENCH MARK DISK
 HJ0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0146_STAMPING: M 85 1935
 HJ0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0146+STABILITY: SURFACE MOTION
 HJ0146
 HJ0146  HISTORY     - Date     Condition        Report By
 HJ0146  HISTORY     - 1935     MONUMENTED       CGS
 HJ0146  HISTORY     - 1972     GOOD             USGS
 HJ0146
 HJ0146                          STATION DESCRIPTION
 HJ0146
 HJ0146'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 HJ0146'19 MI SW FROM KIM.
 HJ0146'KIM, INTERSECTION OF TRINIDAD AVENUE AND U.S. HIGHWAY 160, 1.7 MI
 HJ0146'SOUTH, THENCE 14.3 MI WEST OF ALONG U.S. HIGHWAY 160, THENCE 2.8 MI
 HJ0146'SOUTH ALONG GRADED RD, THENCE 1.9 MI WEST ALONG TRACK RD, 1.4 MI
 HJ0146'SE. OF PRESENT U.S. HIGHWAY 160, 1/4 MI W. OF A DRAIN X-ING, 550 FT.
 HJ0146'E. OF A GATE AT A FENCE CORNER, 85 FT. N. OF OLD RD., 20 FT. S. OF
 HJ0146'A FENCE, 26 FT. SW. OF A JUNIPER TREE ON FENCELINE, IN CONCRETE POST
 HJ0146'PROJECTING 0.6 FT, A STANDARD DISK STAMPED M 85 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0061 ***********************************************************************
 HJ0061  DESIGNATION -  M 86
 HJ0061  PID         -  HJ0061
 HJ0061  STATE/COUNTY-  CO/BACA
 HJ0061  USGS QUAD   -  LONE ROCK (1978)
 HJ0061
 HJ0061                         *CURRENT SURVEY CONTROL
 HJ0061  ___________________________________________________________________
 HJ0061* NAD 83(1986)-  37 16 50.     (N)    102 54 19.     (W)     SCALED    
 HJ0061* NAVD 88     -      1493.488  (meters)    4899.89   (feet)  ADJUSTED  
 HJ0061  ___________________________________________________________________
 HJ0061  GEOID HEIGHT-         -22.34  (meters)                     GEOID03
 HJ0061  DYNAMIC HT  -        1491.851 (meters)    4894.51  (feet)  COMP
 HJ0061  MODELED GRAV-     979,481.6   (mgal)                       NAVD 88
 HJ0061
 HJ0061  VERT ORDER  -  SECOND    CLASS 0
 HJ0061
 HJ0061.The horizontal coordinates were scaled from a topographic map and have
 HJ0061.an estimated accuracy of +/- 6 seconds.
 HJ0061
 HJ0061.The orthometric height was determined by differential leveling
 HJ0061.and adjusted by the National Geodetic Survey in June 1991..
 HJ0061
 HJ0061.The geoid height was determined by GEOID03.
 HJ0061
 HJ0061.The dynamic height is computed by dividing the NAVD 88
 HJ0061.geopotential number by the normal gravity value computed on the
 HJ0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0061.degrees latitude (g = 980.6199 gals.).
 HJ0061
 HJ0061.The modeled gravity was interpolated from observed gravity values.
 HJ0061
 HJ0061;                    North         East    Units  Estimated Accuracy
 HJ0061;SPC CO S     -   376,130.    1,144,480.      MT  (+/- 180 meters Scaled)
 HJ0061
 HJ0061                          SUPERSEDED SURVEY CONTROL
 HJ0061
 HJ0061  NGVD 29 (??/??/92) 1492.768  (m)         4897.52   (f) ADJ UNCH    2 0
 HJ0061
 HJ0061.Superseded values are not recommended for survey control.
 HJ0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0061.See file dsdata.txt to determine how the superseded data were derived.
 HJ0061
 HJ0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB857280(NAD 83)
 HJ0061_MARKER: DB = BENCH MARK DISK
 HJ0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0061_STAMPING: M 86 1935
 HJ0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0061+STABILITY: SURFACE MOTION
 HJ0061
 HJ0061  HISTORY     - Date     Condition        Report By
 HJ0061  HISTORY     - 1935     MONUMENTED       CGS
 HJ0061  HISTORY     - 1949     MARK NOT FOUND   LOCENG
 HJ0061
 HJ0061                          STATION DESCRIPTION
 HJ0061
 HJ0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HJ0061'8.4 MI SW FROM PRITCHETT.
 HJ0061'8.4 MILES SW ALONG US HIGHWAY 160 FROM PRITCHETT, AT THE N. END OF
 HJ0061'A LONG, WIDE CURVE, 29 FT. S.W. OF W. END OF A PIPE CULVERT, 50
 HJ0061'FT. W. OF CENTER LINE OF HWY. AND 2 FT. S. OF FENCE CORNER.
 HJ0061
 HJ0061                          STATION RECOVERY (1949)
 HJ0061
 HJ0061'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949
 HJ0061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0019 ***********************************************************************
 HJ0019  DESIGNATION -  M 87
 HJ0019  PID         -  HJ0019
 HJ0019  STATE/COUNTY-  CO/BACA
 HJ0019  USGS QUAD   -  BARTLETT (1978)
 HJ0019
 HJ0019                         *CURRENT SURVEY CONTROL
 HJ0019  ___________________________________________________________________
 HJ0019* NAD 83(1986)-  37 25 17.     (N)    102 11 08.     (W)     SCALED    
 HJ0019* NAVD 88     -      1168.316  (meters)    3833.05   (feet)  ADJUSTED  
 HJ0019  ___________________________________________________________________
 HJ0019  GEOID HEIGHT-         -23.86  (meters)                     GEOID03
 HJ0019  DYNAMIC HT  -        1167.139 (meters)    3829.19  (feet)  COMP
 HJ0019  MODELED GRAV-     979,581.9   (mgal)                       NAVD 88
 HJ0019
 HJ0019  VERT ORDER  -  SECOND    CLASS 0
 HJ0019
 HJ0019.The horizontal coordinates were scaled from a topographic map and have
 HJ0019.an estimated accuracy of +/- 6 seconds.
 HJ0019
 HJ0019.The orthometric height was determined by differential leveling
 HJ0019.and adjusted by the National Geodetic Survey in June 1991..
 HJ0019
 HJ0019.The geoid height was determined by GEOID03.
 HJ0019
 HJ0019.The dynamic height is computed by dividing the NAVD 88
 HJ0019.geopotential number by the normal gravity value computed on the
 HJ0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0019.degrees latitude (g = 980.6199 gals.).
 HJ0019
 HJ0019.The modeled gravity was interpolated from observed gravity values.
 HJ0019
 HJ0019;                    North         East    Units  Estimated Accuracy
 HJ0019;SPC CO S     -   393,770.    1,207,720.      MT  (+/- 180 meters Scaled)
 HJ0019
 HJ0019                          SUPERSEDED SURVEY CONTROL
 HJ0019
 HJ0019  NGVD 29 (??/??/92) 1167.862  (m)         3831.56   (f) ADJ UNCH    2 0
 HJ0019
 HJ0019.Superseded values are not recommended for survey control.
 HJ0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0019.See file dsdata.txt to determine how the superseded data were derived.
 HJ0019
 HJ0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB490453(NAD 83)
 HJ0019_MARKER: DB = BENCH MARK DISK
 HJ0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0019_STAMPING: M 87 1935
 HJ0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0019+STABILITY: SURFACE MOTION
 HJ0019
 HJ0019  HISTORY     - Date     Condition        Report By
 HJ0019  HISTORY     - 1935     MONUMENTED       CGS
 HJ0019  HISTORY     - 1973     MARK NOT FOUND   NGS
 HJ0019
 HJ0019                          STATION DESCRIPTION
 HJ0019
 HJ0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HJ0019'2.4 MI W FROM BARTLETT.
 HJ0019'1 POLE W. OF MILE POLE 71, 15 FT. E. OF A STEEL GATE, 45 FT. N.
 HJ0019'OF THE CENTER LINE OF THE TRACK, AND 2 FT. S. OF THE FENCE LINE.
 HJ0019
 HJ0019                          STATION RECOVERY (1973)
 HJ0019
 HJ0019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 HJ0019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0077 ***********************************************************************
 HJ0077  DESIGNATION -  M 88
 HJ0077  PID         -  HJ0077
 HJ0077  STATE/COUNTY-  CO/BACA
 HJ0077  USGS QUAD   -  PRITCHETT NW (1978)
 HJ0077
 HJ0077                         *CURRENT SURVEY CONTROL
 HJ0077  ___________________________________________________________________
 HJ0077* NAD 83(1986)-  37 29 52.     (N)    102 53 35.     (W)     SCALED    
 HJ0077* NAVD 88     -      1462.277  (meters)    4797.49   (feet)  ADJUSTED  
 HJ0077  ___________________________________________________________________
 HJ0077  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 HJ0077  DYNAMIC HT  -        1460.704 (meters)    4792.33  (feet)  COMP
 HJ0077  MODELED GRAV-     979,503.0   (mgal)                       NAVD 88
 HJ0077
 HJ0077  VERT ORDER  -  SECOND    CLASS 0
 HJ0077
 HJ0077.The horizontal coordinates were scaled from a topographic map and have
 HJ0077.an estimated accuracy of +/- 6 seconds.
 HJ0077
 HJ0077.The orthometric height was determined by differential leveling
 HJ0077.and adjusted by the National Geodetic Survey in June 1991..
 HJ0077
 HJ0077.The geoid height was determined by GEOID03.
 HJ0077
 HJ0077.The dynamic height is computed by dividing the NAVD 88
 HJ0077.geopotential number by the normal gravity value computed on the
 HJ0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HJ0077.degrees latitude (g = 980.6199 gals.).
 HJ0077
 HJ0077.The modeled gravity was interpolated from observed gravity values.
 HJ0077
 HJ0077;                    North         East    Units  Estimated Accuracy
 HJ0077;SPC CO S     -   400,260.    1,144,890.      MT  (+/- 180 meters Scaled)
 HJ0077
 HJ0077                          SUPERSEDED SURVEY CONTROL
 HJ0077
 HJ0077  NGVD 29 (??/??/92) 1461.559  (m)         4795.13   (f) ADJ UNCH    2 0
 HJ0077
 HJ0077.Superseded values are not recommended for survey control.
 HJ0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0077.See file dsdata.txt to determine how the superseded data were derived.
 HJ0077
 HJ0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB862521(NAD 83)
 HJ0077_MARKER: DB = BENCH MARK DISK
 HJ0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0077_STAMPING: M 88 1935
 HJ0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0077+STABILITY: SURFACE MOTION
 HJ0077
 HJ0077  HISTORY     - Date     Condition        Report By
 HJ0077  HISTORY     - 1935     MONUMENTED       CGS
 HJ0077
 HJ0077                          STATION DESCRIPTION
 HJ0077
 HJ0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HJ0077'3.5 MI N FROM GRAFT.
 HJ0077'3.5 MILE N ALONG STATE HWY 101 FROM GRAFT, AT A SECTION LINE FENCE,
 HJ0077'34 FT W OF THE CENTERLINE OF THE HWY, AND 2 FT W OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0307 ***********************************************************************
 JL0307  DESIGNATION -  M 9
 JL0307  PID         -  JL0307
 JL0307  STATE/COUNTY-  CO/GUNNISON
 JL0307  USGS QUAD   -  SAPINERO (1982)
 JL0307
 JL0307                         *CURRENT SURVEY CONTROL
 JL0307  ___________________________________________________________________
 JL0307* NAD 83(1986)-  38 28 28.     (N)    107 17 12.     (W)     SCALED    
 JL0307* NAVD 88     -      2215.158  (meters)    7267.56   (feet)  POSTED    
 JL0307  ___________________________________________________________________
 JL0307  GEOID HEIGHT-         -14.58  (meters)                     GEOID03
 JL0307  DYNAMIC HT  -        2212.490 (meters)    7258.81  (feet)  COMP
 JL0307  MODELED GRAV-     979,346.5   (mgal)                       NAVD 88
 JL0307
 JL0307  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 JL0307
 JL0307.The horizontal coordinates were scaled from a topographic map and have
 JL0307.an estimated accuracy of +/- 6 seconds.
 JL0307
 JL0307.The orthometric height was determined by differential leveling
 JL0307.and adjusted by the National Geodetic Survey in 1992..
 JL0307.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 JL0307.rate of 1.1 thru 2.0 mm/km.
 JL0307
 JL0307.The geoid height was determined by GEOID03.
 JL0307
 JL0307.The dynamic height is computed by dividing the NAVD 88
 JL0307.geopotential number by the normal gravity value computed on the
 JL0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0307.degrees latitude (g = 980.6199 gals.).
 JL0307
 JL0307.The modeled gravity was interpolated from observed gravity values.
 JL0307
 JL0307;                    North         East    Units  Estimated Accuracy
 JL0307;SPC CO C     -   377,500.      758,500.      MT  (+/- 180 meters Scaled)
 JL0307
 JL0307                          SUPERSEDED SURVEY CONTROL
 JL0307
 JL0307  NGVD 29 (??/??/92) 2213.704  (m)         7262.79   (f) ADJ UNCH    1 2
 JL0307
 JL0307.Superseded values are not recommended for survey control.
 JL0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0307.See file dsdata.txt to determine how the superseded data were derived.
 JL0307
 JL0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC005609(NAD 83)
 JL0307_MARKER: DB = BENCH MARK DISK
 JL0307_SETTING: 66 = SET IN ROCK OUTCROP
 JL0307_SP_SET: ROCK CUT
 JL0307_STAMPING: 7262.794 M 9 1926
 JL0307_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0307+STABILITY: POSITION/ELEVATION WELL
 JL0307
 JL0307  HISTORY     - Date     Condition        Report By
 JL0307  HISTORY     - 1926     MONUMENTED       CGS
 JL0307  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0307
 JL0307                          STATION DESCRIPTION
 JL0307
 JL0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 JL0307'1.9 MI E FROM SAPINERO.
 JL0307'1.9 MILES EAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JL0307'THE STATION AT SAPINERO, GUNNISON COUNTY, 0.1 MILE WEST OF MILEPOST
 JL0307'D-312, AT THE WEST END OF A CUT, 14 FEET SOUTHWEST OF THE TRACK, ABOUT
 JL0307'4 FEET HIGHER THAN THE TRACK, AND IN ROCK.  A STANDARD DISK, STAMPED
 JL0307'7262.794 M 9 1926.
 JL0307
 JL0307                          STATION RECOVERY (1984)
 JL0307
 JL0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0307'THIS LOCATION IS NOW THE BLUE MESA RESERVOIR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0711 ***********************************************************************
 KK0711  DESIGNATION -  M 9
 KK0711  PID         -  KK0711
 KK0711  STATE/COUNTY-  CO/JEFFERSON
 KK0711  USGS QUAD   -  PINE (1994)
 KK0711
 KK0711                         *CURRENT SURVEY CONTROL
 KK0711  ___________________________________________________________________
 KK0711* NAD 83(1986)-  39 23 34.     (N)    105 16 46.     (W)     SCALED    
 KK0711* NAVD 88     -      2024.791  (meters)    6643.00   (feet)  ADJUSTED  
 KK0711  ___________________________________________________________________
 KK0711  GEOID HEIGHT-         -14.43  (meters)                     GEOID03
 KK0711  DYNAMIC HT  -        2022.646 (meters)    6635.96  (feet)  COMP
 KK0711  MODELED GRAV-     979,494.8   (mgal)                       NAVD 88
 KK0711
 KK0711  VERT ORDER  -  FIRST     CLASS II
 KK0711
 KK0711.The horizontal coordinates were scaled from a topographic map and have
 KK0711.an estimated accuracy of +/- 6 seconds.
 KK0711
 KK0711.The orthometric height was determined by differential leveling
 KK0711.and adjusted by the National Geodetic Survey in June 1991..
 KK0711
 KK0711.The geoid height was determined by GEOID03.
 KK0711
 KK0711.The dynamic height is computed by dividing the NAVD 88
 KK0711.geopotential number by the normal gravity value computed on the
 KK0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0711.degrees latitude (g = 980.6199 gals.).
 KK0711
 KK0711.The modeled gravity was interpolated from observed gravity values.
 KK0711
 KK0711;                    North         East    Units  Estimated Accuracy
 KK0711;SPC CO C     -   477,940.      933,400.      MT  (+/- 180 meters Scaled)
 KK0711
 KK0711                          SUPERSEDED SURVEY CONTROL
 KK0711
 KK0711  NGVD 29 (??/??/92) 2023.664  (m)         6639.30   (f) ADJ UNCH    1 2
 KK0711
 KK0711.Superseded values are not recommended for survey control.
 KK0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0711.See file dsdata.txt to determine how the superseded data were derived.
 KK0711
 KK0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD759604(NAD 83)
 KK0711_MARKER: DD = SURVEY DISK
 KK0711_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0711_SP_SET: BRIDGE BASE
 KK0711_STAMPING: M 9 6640.091
 KK0711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0711
 KK0711  HISTORY     - Date     Condition        Report By
 KK0711  HISTORY     - UNK      MONUMENTED       BOR
 KK0711  HISTORY     - 1951     GOOD             NGS
 KK0711  HISTORY     - 1955     GOOD             NGS
 KK0711  HISTORY     - 19890927 MARK NOT FOUND   NGS
 KK0711
 KK0711                          STATION DESCRIPTION
 KK0711
 KK0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0711'0.1 MI SW FROM BUFFALO CREEK.
 KK0711'0.1 MILE SOUTHWEST ALONG THE ABANDONED COLORADO AND SOUTHERN RAILROAD
 KK0711'GRADE FROM THE POST OFFICE AT BUFFALO CREEK, AT A JUNCTION WITH
 KK0711'STATE HIGHWAY 126, 46 FEET SOUTHWEST OF THE CENTER LINE OF THE
 KK0711'HIGHWAY, 10 FEET SOUTH OF THE CENTER LINE OF THE OLD RAILROAD GRADE,
 KK0711'3 FEET BELOW THE TOP OF THE RAILROAD GRADE, SET IN THE TOP OF THE
 KK0711'SOUTH END OF THE EAST GRANITE BASE OF A BRIDGE OVER THE NORTH FORK
 KK0711'OF THE SOUTH PLATTE RIVER, THIS BASE IS ALL THAT REMAINS OF THE
 KK0711'BRIDGE.
 KK0711
 KK0711                          STATION RECOVERY (1955)
 KK0711
 KK0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0711'RECOVERED IN GOOD CONDITION.
 KK0711
 KK0711                          STATION RECOVERY (1989)
 KK0711
 KK0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KK0711'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0150 ***********************************************************************
 JJ0150  DESIGNATION -  M 91
 JJ0150  PID         -  JJ0150
 JJ0150  STATE/COUNTY-  CO/KIOWA
 JJ0150  USGS QUAD   -  SHERIDAN LAKE SE (1968)
 JJ0150
 JJ0150                         *CURRENT SURVEY CONTROL
 JJ0150  ___________________________________________________________________
 JJ0150* NAD 83(1986)-  38 20 56.     (N)    102 18 22.     (W)     SCALED    
 JJ0150* NAVD 88     -      1247.694  (meters)    4093.48   (feet)  ADJUSTED  
 JJ0150  ___________________________________________________________________
 JJ0150  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 JJ0150  DYNAMIC HT  -        1246.516 (meters)    4089.61  (feet)  COMP
 JJ0150  MODELED GRAV-     979,641.5   (mgal)                       NAVD 88
 JJ0150
 JJ0150  VERT ORDER  -  SECOND    CLASS 0
 JJ0150
 JJ0150.The horizontal coordinates were scaled from a topographic map and have
 JJ0150.an estimated accuracy of +/- 6 seconds.
 JJ0150
 JJ0150.The orthometric height was determined by differential leveling
 JJ0150.and adjusted by the National Geodetic Survey in June 1991..
 JJ0150
 JJ0150.The geoid height was determined by GEOID03.
 JJ0150
 JJ0150.The dynamic height is computed by dividing the NAVD 88
 JJ0150.geopotential number by the normal gravity value computed on the
 JJ0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0150.degrees latitude (g = 980.6199 gals.).
 JJ0150
 JJ0150.The modeled gravity was interpolated from observed gravity values.
 JJ0150
 JJ0150;                    North         East    Units  Estimated Accuracy
 JJ0150;SPC CO S     -   496,280.    1,193,540.      MT  (+/- 180 meters Scaled)
 JJ0150
 JJ0150                          SUPERSEDED SURVEY CONTROL
 JJ0150
 JJ0150  NGVD 29 (??/??/92) 1247.180  (m)         4091.79   (f) ADJ UNCH    2 0
 JJ0150
 JJ0150.Superseded values are not recommended for survey control.
 JJ0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0150.See file dsdata.txt to determine how the superseded data were derived.
 JJ0150
 JJ0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC354479(NAD 83)
 JJ0150_MARKER: DB = BENCH MARK DISK
 JJ0150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0150_STAMPING: M 91 1935
 JJ0150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0150+STABILITY: SURFACE MOTION
 JJ0150
 JJ0150  HISTORY     - Date     Condition        Report By
 JJ0150  HISTORY     - 1935     MONUMENTED       CGS
 JJ0150  HISTORY     - 1941     GOOD             NGS
 JJ0150  HISTORY     - 1967     MARK NOT FOUND   USGS
 JJ0150
 JJ0150                          STATION DESCRIPTION
 JJ0150
 JJ0150'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 JJ0150'9 MI S FROM SHERIDAN LAKE.
 JJ0150'TO REACH FROM THE HIGH SCHOOL IN SHERIDAN LAKE--GO 1.0 MILE WEST
 JJ0150'ALONG STATE HIGHWAYS NOS. 96 AND 51 TO THE INTERSECTION, THENCE,
 JJ0150'GO 8.0 MILES SOUTHERLY ALONG STATE HIGHWAY NO. 51 TO THE SIDTE OF
 JJ0150'BENCH MARK.  BENCH MARK IS ABOUT 0.4 MILE SOUTH OF INTERSECTION OF
 JJ0150'CROSS ROAD, 46.0 FEET WEST OF AND ABOUT 1.0 FOOT BELOW THE
 JJ0150'CENTERLINE OF THE HIGHWAY.  IT IS ON THE EDGE OF BANK AND 3.0
 JJ0150'FEET EAST OF A 4 X 4-INCH WOODEN MARKER POST.  THE MONUMENT
 JJ0150'PROJECTS 0.5 FOOT.
 JJ0150
 JJ0150                          STATION RECOVERY (1967)
 JJ0150
 JJ0150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JJ0150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0274 ***********************************************************************
 KJ0274  DESIGNATION -  M 92
 KJ0274  PID         -  KJ0274
 KJ0274  STATE/COUNTY-  CO/LINCOLN
 KJ0274  USGS QUAD   -  LAKE (1970)
 KJ0274
 KJ0274                         *CURRENT SURVEY CONTROL
 KJ0274  ___________________________________________________________________
 KJ0274* NAD 83(1986)-  39 12 03.     (N)    103 41 45.     (W)     SCALED    
 KJ0274* NAVD 88     -      1696.255  (meters)    5565.13   (feet)  ADJUSTED  
 KJ0274  ___________________________________________________________________
 KJ0274  GEOID HEIGHT-         -19.78  (meters)                     GEOID03
 KJ0274  DYNAMIC HT  -        1694.611 (meters)    5559.74  (feet)  COMP
 KJ0274  MODELED GRAV-     979,597.9   (mgal)                       NAVD 88
 KJ0274
 KJ0274  VERT ORDER  -  SECOND    CLASS 0
 KJ0274
 KJ0274.The horizontal coordinates were scaled from a topographic map and have
 KJ0274.an estimated accuracy of +/- 6 seconds.
 KJ0274
 KJ0274.The orthometric height was determined by differential leveling
 KJ0274.and adjusted by the National Geodetic Survey in June 1991..
 KJ0274
 KJ0274.The geoid height was determined by GEOID03.
 KJ0274
 KJ0274.The dynamic height is computed by dividing the NAVD 88
 KJ0274.geopotential number by the normal gravity value computed on the
 KJ0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0274.degrees latitude (g = 980.6199 gals.).
 KJ0274
 KJ0274.The modeled gravity was interpolated from observed gravity values.
 KJ0274
 KJ0274;                    North         East    Units  Estimated Accuracy
 KJ0274;SPC CO C     -   458,150.    1,070,230.      MT  (+/- 180 meters Scaled)
 KJ0274
 KJ0274                          SUPERSEDED SURVEY CONTROL
 KJ0274
 KJ0274  NGVD 29 (??/??/92) 1695.449  (m)         5562.49   (f) ADJ UNCH    2 0
 KJ0274
 KJ0274.Superseded values are not recommended for survey control.
 KJ0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0274.See file dsdata.txt to determine how the superseded data were derived.
 KJ0274
 KJ0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD126398(NAD 83)
 KJ0274_MARKER: DB = BENCH MARK DISK
 KJ0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0274_STAMPING: M 92 1935
 KJ0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0274+STABILITY: SURFACE MOTION
 KJ0274
 KJ0274  HISTORY     - Date     Condition        Report By
 KJ0274  HISTORY     - 1935     MONUMENTED       CGS
 KJ0274  HISTORY     - 1970     GOOD             USGS
 KJ0274
 KJ0274                          STATION DESCRIPTION
 KJ0274
 KJ0274'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KJ0274'4.4 MI S FROM LIMON.
 KJ0274'4.4 MILES SOUTH ALONG STATE HWY. 71 FROM THE INTERSECTION OF
 KJ0274'U.S. HWY. 40 AT LIMON, LINCOLN COUNTY, AT A FIELD ROAD CROSSING,
 KJ0274'50 FEET EAST OF THE CENTERLINE OF THE HWY., 10 FEET NORTH OF A
 KJ0274'GATE, AND IN THE ROW FENCE.  A STANDARD DISK STAMPED M 92 1935,
 KJ0274'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0154 ***********************************************************************
 HK0154  DESIGNATION -  M 93
 HK0154  PID         -  HK0154
 HK0154  STATE/COUNTY-  CO/HUERFANO
 HK0154  USGS QUAD   -  BLACK HILLS (1963)
 HK0154
 HK0154                         *CURRENT SURVEY CONTROL
 HK0154  ___________________________________________________________________
 HK0154* NAD 83(1986)-  37 42 45.     (N)    104 56 22.     (W)     SCALED    
 HK0154* NAVD 88     -      1944.787  (meters)    6380.52   (feet)  ADJUSTED  
 HK0154  ___________________________________________________________________
 HK0154  GEOID HEIGHT-         -17.18  (meters)                     GEOID03
 HK0154  DYNAMIC HT  -        1942.476 (meters)    6372.94  (feet)  COMP
 HK0154  MODELED GRAV-     979,372.5   (mgal)                       NAVD 88
 HK0154
 HK0154  VERT ORDER  -  SECOND    CLASS 0
 HK0154
 HK0154.The horizontal coordinates were scaled from a topographic map and have
 HK0154.an estimated accuracy of +/- 6 seconds.
 HK0154
 HK0154.The orthometric height was determined by differential leveling
 HK0154.and adjusted by the National Geodetic Survey in June 1991..
 HK0154
 HK0154.The geoid height was determined by GEOID03.
 HK0154
 HK0154.The dynamic height is computed by dividing the NAVD 88
 HK0154.geopotential number by the normal gravity value computed on the
 HK0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0154.degrees latitude (g = 980.6199 gals.).
 HK0154
 HK0154.The modeled gravity was interpolated from observed gravity values.
 HK0154
 HK0154;                    North         East    Units  Estimated Accuracy
 HK0154;SPC CO S     -   421,020.      963,830.      MT  (+/- 180 meters Scaled)
 HK0154
 HK0154                          SUPERSEDED SURVEY CONTROL
 HK0154
 HK0154  NGVD 29 (??/??/92) 1943.735  (m)         6377.07   (f) ADJ UNCH    2 0
 HK0154
 HK0154.Superseded values are not recommended for survey control.
 HK0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0154.See file dsdata.txt to determine how the superseded data were derived.
 HK0154
 HK0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB053739(NAD 83)
 HK0154_MARKER: DB = BENCH MARK DISK
 HK0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0154_STAMPING: M 93 1935
 HK0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0154+STABILITY: SURFACE MOTION
 HK0154
 HK0154  HISTORY     - Date     Condition        Report By
 HK0154  HISTORY     - 1935     MONUMENTED       CGS
 HK0154
 HK0154                          STATION DESCRIPTION
 HK0154
 HK0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HK0154'13.4 MI SE FROM GARDNER.
 HK0154'13.4 MILES SOUTHEAST ALONG NEW STATE HIGHWAY 69 FROM THE POST OFFICE
 HK0154'AT GARDNER, HUERFANO COUNTY, THENCE 1.2 MILES SOUTHEAST ALONG OLD
 HK0154'STATE HIGHWAY 69, 1.0 MILE NORTHWEST OF TIOGA, 0.9 MILE NORTHWEST
 HK0154'OF THE INTERSECTION OF THE TWO HIGHWAYS, 278 FEET SOUTHEAST OF THE
 HK0154'CROSSING OF A ROAD LEADING EAST, 200 FEET SOUTHEAST OF A CULVERT,
 HK0154'28.0 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 25.0 FEET
 HK0154'NORTHWEST OF A POLE, 2 FEET NORTHEAST OF A WIRE FENCE, 3.0 FEET EAST
 HK0154'OF A 4- BY 4-INCH WOODEN MARKER POST STENCILED U.S.B.M., AND ABOUT
 HK0154'LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED M 93 1935 AND SET
 HK0154'IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0186 ***********************************************************************
 HK0186  DESIGNATION -  M 94
 HK0186  PID         -  HK0186
 HK0186  STATE/COUNTY-  CO/HUERFANO
 HK0186  USGS QUAD   -  CREAGER RESERVOIR (1967)
 HK0186
 HK0186                         *CURRENT SURVEY CONTROL
 HK0186  ___________________________________________________________________
 HK0186* NAD 83(1986)-  37 49 48.     (N)    105 18 18.     (W)     SCALED    
 HK0186* NAVD 88     -      2315.109  (meters)    7595.49   (feet)  ADJUSTED  
 HK0186  ___________________________________________________________________
 HK0186  GEOID HEIGHT-         -15.53  (meters)                     GEOID03
 HK0186  DYNAMIC HT  -        2312.171 (meters)    7585.85  (feet)  COMP
 HK0186  MODELED GRAV-     979,277.2   (mgal)                       NAVD 88
 HK0186
 HK0186  VERT ORDER  -  SECOND    CLASS 0
 HK0186
 HK0186.The horizontal coordinates were scaled from a topographic map and have
 HK0186.an estimated accuracy of +/- 6 seconds.
 HK0186
 HK0186.The orthometric height was determined by differential leveling
 HK0186.and adjusted by the National Geodetic Survey in June 1991..
 HK0186
 HK0186.The geoid height was determined by GEOID03.
 HK0186
 HK0186.The dynamic height is computed by dividing the NAVD 88
 HK0186.geopotential number by the normal gravity value computed on the
 HK0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0186.degrees latitude (g = 980.6199 gals.).
 HK0186
 HK0186.The modeled gravity was interpolated from observed gravity values.
 HK0186
 HK0186;                    North         East    Units  Estimated Accuracy
 HK0186;SPC CO S     -   433,930.      931,570.      MT  (+/- 180 meters Scaled)
 HK0186
 HK0186                          SUPERSEDED SURVEY CONTROL
 HK0186
 HK0186  NGVD 29 (??/??/92) 2313.836  (m)         7591.31   (f) ADJ UNCH    2 0
 HK0186
 HK0186.Superseded values are not recommended for survey control.
 HK0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0186.See file dsdata.txt to determine how the superseded data were derived.
 HK0186
 HK0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB731869(NAD 83)
 HK0186_MARKER: DB = BENCH MARK DISK
 HK0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0186_STAMPING: M 94 1935
 HK0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0186+STABILITY: SURFACE MOTION
 HK0186
 HK0186  HISTORY     - Date     Condition        Report By
 HK0186  HISTORY     - 1935     MONUMENTED       CGS
 HK0186  HISTORY     - 1967     MARK NOT FOUND   NGS
 HK0186
 HK0186                          STATION DESCRIPTION
 HK0186
 HK0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 HK0186'8.4 MI NW FROM GARDNER.
 HK0186'8.4 MILES NORTHWEST ALONG NEW STATE HIGHWAY 69 FROM THE POST
 HK0186'OFFICE AT GARDNER, HUERFANO COUNTY, 196 FEET WEST OF THE JUNCTION
 HK0186'OF THE WEST ENTRANCE ROAD TO THE J M RANCH, 112 FEET SOUTH OF THE
 HK0186'CENTERLINE OF THE HIGHWAY, 83.0 FEET NORTH OF A POLE CORRAL, 37.0
 HK0186'FEET EAST OF THE EAST EDGE OF A DEEP WASH, AT A FENCE CORNER,
 HK0186'1.7 FEET EAST OF THE FENCE, 3.0 FEET NORTH OF A 4 BY 4 INCH
 HK0186'WOODEN MARKER POST STENCILED U.S.B.M., AND LEVEL WITH THE
 HK0186'HIGHWAY.  A STANDARD DISK, STAMPED M 94 1935 AND SET IN THE TOP OF
 HK0186'A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 HK0186
 HK0186                          STATION RECOVERY (1967)
 HK0186
 HK0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 HK0186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3574 ***********************************************************************
 AI3574  DESIGNATION -  M WHITE
 AI3574  PID         -  AI3574
 AI3574  STATE/COUNTY-  CO/LARIMER
 AI3574  USGS QUAD   -  LONGS PEAK (1978)
 AI3574
 AI3574                         *CURRENT SURVEY CONTROL
 AI3574  ___________________________________________________________________
 AI3574* NAD 83(1992)-  40 16 30.08190(N)    105 33 26.41813(W)     ADJUSTED  
 AI3574* NAVD 88     -      2853.8    (meters)    9363.     (feet)  GPS OBS   
 AI3574  ___________________________________________________________________
 AI3574  X           -  -1,307,538.566 (meters)                     COMP
 AI3574  Y           -  -4,696,575.343 (meters)                     COMP
 AI3574  Z           -   4,103,168.406 (meters)                     COMP
 AI3574  LAPLACE CORR-         -21.11  (seconds)                    DEFLEC99
 AI3574  ELLIP HEIGHT-        2841.24  (meters)          (12/03/02) GPS OBS
 AI3574  GEOID HEIGHT-         -12.45  (meters)                     GEOID03
 AI3574
 AI3574  HORZ ORDER  -  FIRST
 AI3574  ELLP ORDER  -  FOURTH    CLASS II
 AI3574
 AI3574.The horizontal coordinates were established by GPS observations
 AI3574.and adjusted by the National Geodetic Survey in February 2000..
 AI3574
 AI3574.The orthometric height was determined by GPS observations and a
 AI3574.high-resolution geoid model.
 AI3574
 AI3574.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3574
 AI3574.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3574
 AI3574.The ellipsoidal height was determined by GPS observations
 AI3574.and is referenced to NAD 83.
 AI3574
 AI3574.The geoid height was determined by GEOID03.
 AI3574
 AI3574;                    North         East     Units Scale Factor Converg.
 AI3574;SPC CO N     -   409,358.596   909,525.395   MT  0.99995694   -0 02 13.4
 AI3574;SPC CO N     - 1,343,037.33  2,984,001.23   sFT  0.99995694   -0 02 13.4
 AI3574;UTM  13      - 4,458,431.763   452,617.051   MT  0.99962764   -0 21 37.1
 AI3574
 AI3574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3574!SPC CO N     -   0.99955448  x   0.99995694  =   0.99951144
 AI3574!UTM  13      -   0.99955448  x   0.99962764  =   0.99918229
 AI3574
 AI3574                          SUPERSEDED SURVEY CONTROL
 AI3574
 AI3574  ELLIP H (02/17/00) 2841.25   (m)                       GP(       ) 4 2
 AI3574
 AI3574.Superseded values are not recommended for survey control.
 AI3574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3574.See file dsdata.txt to determine how the superseded data were derived.
 AI3574
 AI3574_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE5261758432(NAD 83)
 AI3574_MARKER: DH = HORIZONTAL CONTROL DISK
 AI3574_SETTING: 66 = SET IN ROCK OUTCROP
 AI3574_STAMPING: M WHITE
 AI3574_MARK LOGO: NGS   
 AI3574_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3574_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI3574+STABILITY: POSITION/ELEVATION WELL
 AI3574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3574+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3574
 AI3574  HISTORY     - Date     Condition        Report By
 AI3574  HISTORY     - 1999     MONUMENTED       NGS
 AI3574
 AI3574                          STATION DESCRIPTION
 AI3574
 AI3574'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI3574'THE STATION IS LOCATED ABOUT 7.2 MI (11.6 KM) SOUTH-SOUTHWEST OF ESTES
 AI3574'PARK, 3.3 MI (5.3 KM) EAST-NORTHEAST OF LONGS PEAK AND 0.9 MI (1.4 KM)
 AI3574'NORTH OF THE BOULDER-LARIMER COUNTY LINE, IN THE NORTHWEST 1/4 OF
 AI3574'SECTION 34, T 4 N, R 73 W.  OWNERSHIP--ROCKY MOUNTAIN NATIONAL PARK,
 AI3574'LONGS PEAK RANGER STATION
 AI3574'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 7 AND
 AI3574'STATE HIGHWAY 72 NEAR RAYMOND, GO NORTHWEST ON STATE HIGHWAY 7 FOR 9.3
 AI3574'MI (15.0 KM) TO THE BOULDER-LARIMER COUNTY LINE.  CONTINUE AHEAD ON
 AI3574'STATE HIGHWAY 7 FOR 0.85 MI (1.37 KM) TO A SIDE ROAD LEFT, LONGS PEAK
 AI3574'ROAD AT STATE HIGHWAY 7 MILEPOST 9.0.  TURN LEFT, WEST, ON LONGS PEAK
 AI3574'ROAD FOR 0.95 TO A SIDE ROAD, CAMP TIMBERLINE ENTRANCE.  TURN RIGHT,
 AI3574'NORTH, FOR 0.1 MI (0.2 KM) TO A Y-INTERSECTION, THE LOOP ROAD AROUND
 AI3574'THE CAMPGROUND.  TAKE THE RIGHT FORK, NORTH, FOR 0.05 MI (0.08 KM) TO
 AI3574'CAMPSITE NUMBER 4 THROUGH 6 AND THE STATION BEHIND THE CAMPSITES TO
 AI3574'THE EAST.  FROM CAMPSITE NUMBER 4, THERE IS A TRAIL TO THE NORTHEAST
 AI3574'THAT GOES TO THE ROCK OUTCROP
 AI3574'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN A RED GRANITE
 AI3574'OUTCROP MEASURING 7.4 M (24.3 FT) BY 4.3 M (14.1 FT) AND IS FLAT ALONG
 AI3574'THE GROUND.  IT IS 40.8 M (133.9 FT) EAST-NORTHEAST FROM THE
 AI3574'CAMPGROUND ROAD, 22.3 M (73.2 FT) NORTHWEST FROM THE FIREPIT AT
 AI3574'CAMPSITE 4, 12.8 M (42.0 FT) EAST FROM A FIREPIT AT CAMPSITE 6, 12.5 M
 AI3574'(41.0 FT) SOUTH-SOUTHEAST FROM A NPS SURVEY DISK, 8.9 M (29.2 FT) EAST
 AI3574'FROM THE HIGHEST ROCK IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3423 ***********************************************************************
 AA3423  DESIGNATION -  MAAG
 AA3423  PID         -  AA3423
 AA3423  STATE/COUNTY-  CO/DOUGLAS
 AA3423  USGS QUAD   -  SEDALIA (1994)
 AA3423
 AA3423                         *CURRENT SURVEY CONTROL
 AA3423  ___________________________________________________________________
 AA3423* NAD 83(1992)-  39 22 38.82467(N)    104 54 59.68310(W)     ADJUSTED  
 AA3423* NAVD 88     -      1944.9    (meters)    6381.     (feet)  GPS OBS   
 AA3423  ___________________________________________________________________
 AA3423  X           -  -1,271,189.869 (meters)                     COMP
 AA3423  Y           -  -4,771,925.623 (meters)                     COMP
 AA3423  Z           -   4,026,019.049 (meters)                     COMP
 AA3423  LAPLACE CORR-          -7.45  (seconds)                    DEFLEC99
 AA3423  ELLIP HEIGHT-        1928.31  (meters)          (12/03/02) GPS OBS
 AA3423  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 AA3423
 AA3423  HORZ ORDER  -  FIRST
 AA3423  ELLP ORDER  -  FOURTH    CLASS II
 AA3423
 AA3423.The horizontal coordinates were established by GPS observations
 AA3423.and adjusted by the National Geodetic Survey in December 1994..
 AA3423
 AA3423.The orthometric height was determined by GPS observations and a
 AA3423.high-resolution geoid model.
 AA3423
 AA3423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3423
 AA3423.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3423
 AA3423.The ellipsoidal height was determined by GPS observations
 AA3423.and is referenced to NAD 83.
 AA3423
 AA3423.The geoid height was determined by GEOID03.
 AA3423
 AA3423;                    North         East     Units Scale Factor Converg.
 AA3423;SPC CO C     -   476,371.949   964,668.921   MT  0.99994752   +0 22 04.6
 AA3423;SPC CO C     - 1,562,896.97  3,164,917.95   sFT  0.99994752   +0 22 04.6
 AA3423;UTM  13      - 4,358,667.438   507,185.066   MT  0.99960064   +0 03 10.5
 AA3423
 AA3423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3423!SPC CO C     -   0.99969756  x   0.99994752  =   0.99964510
 AA3423!UTM  13      -   0.99969756  x   0.99960064  =   0.99929832
 AA3423
 AA3423                          SUPERSEDED SURVEY CONTROL
 AA3423
 AA3423  ELLIP H (12/14/94) 1928.35   (m)                       GP(       ) 3 1
 AA3423
 AA3423.Superseded values are not recommended for survey control.
 AA3423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3423.See file dsdata.txt to determine how the superseded data were derived.
 AA3423
 AA3423_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED0718558667(NAD 83)
 AA3423_MARKER: DD = SURVEY DISK
 AA3423_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA3423_STAMPING: MAAG
 AA3423_MARK LOGO: DCGIS 
 AA3423_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA3423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3423+STABILITY: SURFACE MOTION
 AA3423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3423+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2004
 AA3423
 AA3423  HISTORY     - Date     Condition        Report By
 AA3423  HISTORY     - 1993     MONUMENTED       MSAM
 AA3423  HISTORY     - 20040313 GOOD             INDIV
 AA3423
 AA3423                          STATION DESCRIPTION
 AA3423
 AA3423'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1993 (KCH)
 AA3423'THE STATION IS LOCATED ABOUT 3 MILES (4.8 KM) WEST OF CASTLE ROCK,
 AA3423'COLORADO, IN A CUL-DE-SAC AT THE NORTH END OF FAVER ROAD, IN SECTION
 AA3423'5, TOWNSHIP 8 SOUTH, RANGE 67 WEST OF THE 6TH P.M. OWNERSHIP--DOUGLAS
 AA3423'COUNTY. TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 25
 AA3423'AND WOLFENSBURGER ROAD (WILCOX IF TRAVELING EAST) IN CASTLE ROCK, GO
 AA3423'WEST ON WOLFENSBURGER ROAD FOR 3.8 MILES (6.1 KM) TO FAVER ROAD, GO
 AA3423'NORTH ON FAVER ROAD FOR 1.14 MILES (1.83 KM) TO THE STATION OF THE
 AA3423'WEST SIDE OF THE CUL DE SAC, ( FAVER ROAD IS A DIRT ROAD). THE STATION
 AA3423'IS A BRASS DISK SET IN CONCRETE FLUSH WITH THE GROUND AND MARKED WITH
 AA3423'A DOUGLAS COUNTY FIBERGLASS WITNESS POST, IT IS 14.3 FEET (4.4 M) EAST
 AA3423'OF A BRASS SHINNER 22568 ON A CORNER POST WHERE THREE FENCE JOIN ON
 AA3423'THE WEST SIDE OF FAVER RD, 122 FEET (37.2 M) NORTHWEST OF A BRASS
 AA3423'SHINNER 22568 ON A POWER POLE ON THE EAST SIDE OF FAVER RD AND SOUTH
 AA3423'OF THE CUL-DE-SAC, AND 103.5 FEET (31.5 M) SOUTHWEST OF A BRASS
 AA3423'SHINNER 22568 ON A POWER POLE ON THE EAST SIDE OF FAVER RD AND NORTH
 AA3423'OF THE CUL-DE-SAC.
 AA3423
 AA3423                          STATION RECOVERY (2004)
 AA3423
 AA3423'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MGM)
 AA3423'STATION IS LOCATED DOWN GRADE FROM ROAD SURFACE AND WAS COVERED WITH
 AA3423'SEVERAL INCHES OF DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0873 ***********************************************************************
 JL0873  DESIGNATION -  MAC
 JL0873  PID         -  JL0873
 JL0873  STATE/COUNTY-  CO/DELTA
 JL0873  USGS QUAD   -  LAZEAR (1978)
 JL0873
 JL0873                         *CURRENT SURVEY CONTROL
 JL0873  ___________________________________________________________________
 JL0873* NAD 83(1992)-  38 49 27.66281(N)    107 49 57.01572(W)     ADJUSTED  
 JL0873* NAVD 88     -      1887.2    (meters)    6192.     (feet)  VERTCON   
 JL0873  ___________________________________________________________________
 JL0873  LAPLACE CORR-           4.54  (seconds)                    DEFLEC99
 JL0873  GEOID HEIGHT-         -16.33  (meters)                     GEOID03
 JL0873
 JL0873  HORZ ORDER  -  THIRD
 JL0873
 JL0873.The horizontal coordinates were established by classical geodetic methods
 JL0873.and adjusted by the National Geodetic Survey in January 1993..
 JL0873
 JL0873.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0873
 JL0873.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0873
 JL0873.The geoid height was determined by GEOID03.
 JL0873
 JL0873;                    North         East     Units Scale Factor Converg.
 JL0873;SPC CO C     -   417,410.502   711,879.628   MT  0.99994750   -1 28 15.9
 JL0873;SPC CO C     - 1,369,454.29  2,335,558.41   sFT  0.99994750   -1 28 15.9
 JL0873;UTM  13      - 4,301,097.252   254,101.572   MT  1.00034464   -1 46 36.1
 JL0873
 JL0873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0873!SPC CO C     -   0.99970655  x   0.99994750  =   0.99965407
 JL0873!UTM  13      -   0.99970655  x   1.00034464  =   1.00005109
 JL0873
 JL0873:                Primary Azimuth Mark                     Grid Az
 JL0873:SPC CO C     -  JUNIP                                    083 57 53.6
 JL0873:UTM  13      -  JUNIP                                    084 16 13.8
 JL0873
 JL0873|---------------------------------------------------------------------|
 JL0873| PID    Reference Object                     Distance      Geod. Az  |
 JL0873|                                                           dddmmss.s |
 JL0873| JL0872 JUNIP                               APPROX. 6.3 KM 0822937.7 |
 JL0873|---------------------------------------------------------------------|
 JL0873
 JL0873                          SUPERSEDED SURVEY CONTROL
 JL0873
 JL0873  NAD 83(1986)-  38 49 27.66252(N)    107 49 56.99900(W) AD(       ) 3
 JL0873  NAD 27      -  38 49 27.72291(N)    107 49 54.77874(W) AD(       ) 3
 JL0873  NGVD 29 (07/19/86) 1885.9    (m)         6187.     (f) VERT ANG       
 JL0873
 JL0873.Superseded values are not recommended for survey control.
 JL0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0873.See file dsdata.txt to determine how the superseded data were derived.
 JL0873
 JL0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD5410201097(NAD 83)
 JL0873_MARKER: DD = SURVEY DISK
 JL0873_SETTING: 66 = SET IN ROCK OUTCROP
 JL0873_SP_SET: SET IN ROCK OUTCROP
 JL0873_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0873+STABILITY: POSITION/ELEVATION WELL
 JL0873
 JL0873  HISTORY     - Date     Condition        Report By
 JL0873  HISTORY     - 1951     MONUMENTED       USGS
 JL0873
 JL0873                          STATION DESCRIPTION
 JL0873
 JL0873'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 JL0873'LOCATED ABOUT 6 MI. (AIRLINE) WNW. OF HOTCHKISS, 7 MI. ENE. OF AUSTIN,
 JL0873'AND 2 MI. N. OF THE DENVER AND RIO GRANDE AND WESTERN RAILROAD ON A
 JL0873'BLUFF OVERLOOKING THE GUNNISON RIVER VALLEY TO THE S.
 JL0873'
 JL0873'TO REACH FROM THE RAILROAD STATION AT AUSTIN, DRIVE S. 0.2 MI. TO AN
 JL0873'INTERSECTION WITH STATE HIGHWAY 92, TURN RIGHT (E.) AND GO 3.6 MI. TO
 JL0873'PAYNE RAILROAD SIDING AND RD. LEADING N. JUST E. OF A SUGAR BEET
 JL0873'LOADER.  TAKE GRAVEL RD. N. AND DRIVE 2.6 MI. TO A T-RD. INTERSECTION
 JL0873'AT SUMMIT OF GRADE.  TURN LEFT AND GO 0.4 MI., THENCE RIGHT 1.0 MI. TO
 JL0873'A T, THEN LEFT 0.5 MI. AND RIGHT 0.8 MI. TO A T.  CONTINUE STRAIGHT
 JL0873'AHEAD 1.0 MI. AND THEN RIGHT 0.5 MI. TO A T NEAR THE R. W. HENDERSON
 JL0873'RANCH.  TURN LEFT 0.2 MI., THEN RIGHT 0.5 MI. TO A RD. FORK.  TAKE
 JL0873'THE RIGHT FORK PASSING THRU DOUBLE FENCES AND DRIVE 0.3 MI., THEN
 JL0873'TURN LEFT AND GO 0.1 MI. CROSS COUNTRY TO END OF TRUCK TRAVEL.
 JL0873'
 JL0873'STATION MARK--STANDARD TABLET, STAMPED ---MAC 1951 VABM 6187---,
 JL0873'CEMENTED IN A SOLID ROCK.
 JL0873'
 JL0873'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO.
 JL0873'1---, CEMENTED IN SOLID ROCK, 47.10 FT. FROM STATION MARK,
 JL0873'N 28 DEG 40 MIN W.
 JL0873'
 JL0873'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO.
 JL0873'2---, CEMENTED IN SOLID ROCK, 36.66 FT. FROM STATION MARK,
 JL0873'S 87 DEG 40 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0451 ***********************************************************************
 KM0451  DESIGNATION -  MACK
 KM0451  PID         -  KM0451
 KM0451  STATE/COUNTY-  CO/MESA
 KM0451  USGS QUAD   -  MACK (1973)
 KM0451
 KM0451                         *CURRENT SURVEY CONTROL
 KM0451  ___________________________________________________________________
 KM0451* NAD 83(1992)-  39 11 50.95676(N)    108 52 21.91075(W)     ADJUSTED  
 KM0451* NAVD 88     -      1623.8    (meters)    5327.     (feet)  VERTCON   
 KM0451  ___________________________________________________________________
 KM0451  LAPLACE CORR-           3.04  (seconds)                    DEFLEC99
 KM0451  GEOID HEIGHT-         -17.47  (meters)                     GEOID03
 KM0451
 KM0451  HORZ ORDER  -  THIRD
 KM0451
 KM0451.The horizontal coordinates were established by classical geodetic methods
 KM0451.and adjusted by the National Geodetic Survey in January 1993..
 KM0451
 KM0451.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0451
 KM0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0451
 KM0451.The geoid height was determined by GEOID03.
 KM0451
 KM0451;                    North         East     Units Scale Factor Converg.
 KM0451;SPC CO C     -   461,639.469   623,131.481   MT  0.99993732   -2 07 37.8
 KM0451;SPC CO C     - 1,514,562.16  2,044,390.53   sFT  0.99993732   -2 07 37.8
 KM0451;UTM  12      - 4,340,848.133   683,697.480   MT  1.00001551   +1 20 41.2
 KM0451
 KM0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0451!SPC CO C     -   0.99974805  x   0.99993732  =   0.99968538
 KM0451!UTM  12      -   0.99974805  x   1.00001551  =   0.99976355
 KM0451
 KM0451                          SUPERSEDED SURVEY CONTROL
 KM0451
 KM0451  NAD 83(1986)-  39 11 50.94991(N)    108 52 21.89987(W) AD(       ) 3
 KM0451  NGVD 29 (05/18/92) 1622.7    (m)         5324.     (f) VERT ANG       
 KM0451
 KM0451.Superseded values are not recommended for survey control.
 KM0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0451.See file dsdata.txt to determine how the superseded data were derived.
 KM0451
 KM0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ8369740848(NAD 83)
 KM0451_MARKER: DD = SURVEY DISK
 KM0451_SETTING: 66 = SET IN ROCK OUTCROP
 KM0451_SP_SET: SET IN A ROCK LEDGE
 KM0451_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0451+STABILITY: POSITION/ELEVATION WELL
 KM0451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0451+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 KM0451
 KM0451  HISTORY     - Date     Condition        Report By
 KM0451  HISTORY     - 1961     MONUMENTED       USGS
 KM0451  HISTORY     - 1962     GOOD             USGS
 KM0451  HISTORY     - 20050615 GOOD             GEOCAC
 KM0451
 KM0451                          STATION DESCRIPTION
 KM0451
 KM0451'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 KM0451'NO TEXT.
 KM0451
 KM0451                          STATION RECOVERY (1962)
 KM0451
 KM0451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 KM0451'STATION LOCATED ABOUT 1.5 MI. S. AND 0.5 MI. W. OF MACK, COLORADO, ON
 KM0451'WESTERLY OF TWO HIGH RIDGES, WHICH BREAK SHARPLY TO THE COLORADO RIVER
 KM0451'ON THE S., ON THE EXTREME SE. END OF THE RIDGE, ABOUT 20 FT. N. OF
 KM0451'EDGE OF CLIFF AND 4 FT. N. OF 3 FT. WIDE CREVICE.
 KM0451'
 KM0451'TO REACH FROM MACK POST OFFICE, PROCEED 0.3 MI. W. ALONG U.S. HIGHWAY
 KM0451'50, THENCE LEFT 0.5 MI., CROSSING RAILROAD TRACKS, PASSING S. OF A
 KM0451'HOUSE ON SMALL HILL, GENERALLY PARALLELING RAILROAD, TO RD. FORKS,
 KM0451'THENCE LEFT (S.) ALONG TRACK RD. 1.9 MI. UP SLOPE OF RIDGE TO FORKS ON
 KM0451'THE SUMMIT, THENCE LEFT, EASTERLY, FOLLOWING DIM TRACK RD. AND ACROSS
 KM0451'COUNTRY 1.2 MI. TO THE SE. END OF RIDGE AND STATION SITE.
 KM0451'
 KM0451'STATION MARK--STANDARD TABLET SET IN LEDGE ROCK, STAMPED ---MACK ET
 KM0451'1961---.
 KM0451
 KM0451                          STATION RECOVERY (2005)
 KM0451
 KM0451'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 KM0451'NEW GO TO,
 KM0451'FOLLOW BLM ACCESS ROAD SW FROM I-70 MACK INTERCHANGE. TURN SE 1.1MI TO
 KM0451'MACK RIDGE TRAIL ACCESS ROAD. TURN SW TO TRAIL HEAD AT CATTLE GUARD.
 KM0451'TAKE MACK RIDGE TRAIL ABOUT 1.5 MILES TO TOP OF RIDGE ABOUT THIRTY
 KM0451'FEET FROM MARK. THIS IS A 30 MINUTE PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4303 ***********************************************************************
 AE4303  DESIGNATION -  MACKEY
 AE4303  PID         -  AE4303
 AE4303  STATE/COUNTY-  CO/EL PASO
 AE4303  USGS QUAD   -  ELLICOTT (1975)
 AE4303
 AE4303                         *CURRENT SURVEY CONTROL
 AE4303  ___________________________________________________________________
 AE4303* NAD 83(1992)-  38 45 58.95728(N)    104 29 49.57713(W)     ADJUSTED  
 AE4303* NAVD 88     -      1846.0    (meters)    6056.     (feet)  GPS OBS   
 AE4303  ___________________________________________________________________
 AE4303  X           -  -1,246,907.275 (meters)                     COMP
 AE4303  Y           -  -4,822,437.957 (meters)                     COMP
 AE4303  Z           -   3,973,272.526 (meters)                     COMP
 AE4303  LAPLACE CORR-          -6.81  (seconds)                    DEFLEC99
 AE4303  ELLIP HEIGHT-        1827.36  (meters)          (12/03/02) GPS OBS
 AE4303  GEOID HEIGHT-         -18.71  (meters)                     GEOID03
 AE4303
 AE4303  HORZ ORDER  -  FIRST
 AE4303  ELLP ORDER  -  FOURTH    CLASS II
 AE4303
 AE4303.The horizontal coordinates were established by GPS observations
 AE4303.and adjusted by the National Geodetic Survey in October 1997..
 AE4303
 AE4303.The orthometric height was determined by GPS observations and a
 AE4303.high-resolution geoid model.
 AE4303
 AE4303.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4303
 AE4303.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4303
 AE4303.The ellipsoidal height was determined by GPS observations
 AE4303.and is referenced to NAD 83.
 AE4303
 AE4303.The geoid height was determined by GEOID03.
 AE4303
 AE4303;                    North         East     Units Scale Factor Converg.
 AE4303;SPC CO C     -   408,856.098 1,001,558.129   MT  0.99995287   +0 37 57.1
 AE4303;SPC CO C     - 1,341,388.71  3,285,945.29   sFT  0.99995287   +0 37 57.1
 AE4303;UTM  13      - 4,290,971.767   543,689.542   MT  0.99962350   +0 18 53.6
 AE4303
 AE4303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4303!SPC CO C     -   0.99971337  x   0.99995287  =   0.99966625
 AE4303!UTM  13      -   0.99971337  x   0.99962350  =   0.99933698
 AE4303
 AE4303                          SUPERSEDED SURVEY CONTROL
 AE4303
 AE4303  ELLIP H (10/31/97) 1827.36   (m)                       GP(       ) 4 1
 AE4303
 AE4303.Superseded values are not recommended for survey control.
 AE4303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4303.See file dsdata.txt to determine how the superseded data were derived.
 AE4303
 AE4303_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC4369090972(NAD 83)
 AE4303_MARKER: DH = HORIZONTAL CONTROL DISK
 AE4303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4303_STAMPING: MACKEY 1996
 AE4303_MARK LOGO: NGS   
 AE4303_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE4303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4303+STABILITY: SURFACE MOTION
 AE4303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4303+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4303
 AE4303  HISTORY     - Date     Condition        Report By
 AE4303  HISTORY     - 1996     MONUMENTED       NGS
 AE4303
 AE4303                          STATION DESCRIPTION
 AE4303
 AE4303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE4303'THE STATION IS LOCATED ABOUT 11 MI (17.7 KM) EAST-SOUTHEAST OF
 AE4303'COLORADO SPRINGS MUNICIAL AIRPORT, 7.8 MI (12.6 KM) SOUTHWEST OF
 AE4303'ELLICOTT AND 3 MI (4.8 KM) SOUTHEAST OF FALCON AIR FORCE BASE, IN THE
 AE4303'SOUTHEAST 1/4 OF SECTION 1, T 15 S, R 64 W.  OWNERSHIP--COUNTY ROAD
 AE4303'RIGHT-OF-WAY  TO REACH THE STATION FROM THE INTERSECTION OF PEYTON
 AE4303'HIGHWAY AND ENOCH ROAD, FIVE MILES SOUTH OF STATE HIGHWAY 94, GO WEST
 AE4303'FOR 2.0 MI (3.2 KM) ON ENOCH ROAD TO THE STATION ON THE RIGHT,
 AE4303'NORTHWEST CORNER OF THE INTERSECTION AT HEMMINGWAY ROAD  THE MARK IS A
 AE4303'STANDARD DISK SET IN A 50 CM ROUND CONCRETE POST, FLUSH WITH THE
 AE4303'GROUND.  IT IS 15.1 M (49.5 FT) WEST FROM A POWER POLE NUMBER
 AE4303'15/63/6/W/1, 10.7 M (35.1 FT) NORTH FROM ENOCH ROAD, 6.3 M (20.7 FT)
 AE4303'WEST FROM THE CENTER OF HEMMINGWAY ROAD, 2.7 M (8.9 FT)
 AE4303'NORTH-NORTHEAST FROM A FENCE CORNER, 0.9 M (3.0 FT) EAST FROM A FENCE
 AE4303'AND ABOUT THE SAME ELEVATION AS THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0495 ***********************************************************************
 HM0495  DESIGNATION -  MADDEN
 HM0495  PID         -  HM0495
 HM0495  STATE/COUNTY-  CO/LA PLATA
 HM0495  USGS QUAD   -  LA PLATA (1971)
 HM0495
 HM0495                         *CURRENT SURVEY CONTROL
 HM0495  ___________________________________________________________________
 HM0495* NAD 83(1992)-  37 22 56.63516(N)    108 06 20.98787(W)     ADJUSTED  
 HM0495* NAVD 88     -      3651.     (meters)   11978.     (feet)  SCALED    
 HM0495  ___________________________________________________________________
 HM0495  LAPLACE CORR-           4.19  (seconds)                    DEFLEC99
 HM0495  GEOID HEIGHT-         -17.92  (meters)                     GEOID03
 HM0495
 HM0495  HORZ ORDER  -  FIRST
 HM0495
 HM0495.The horizontal coordinates were established by classical geodetic methods
 HM0495.and adjusted by the National Geodetic Survey in January 1993..
 HM0495
 HM0495.The orthometric height was scaled from a topographic map.
 HM0495
 HM0495.The Laplace correction was computed from DEFLEC99 derived deflections.
 HM0495
 HM0495.The geoid height was determined by GEOID03.
 HM0495
 HM0495;                    North         East     Units Scale Factor Converg.
 HM0495;SPC CO S     -   387,453.972   683,654.675   MT  0.99997629   -1 35 54.1
 HM0495;SPC CO S     - 1,271,171.91  2,242,957.05   sFT  0.99997629   -1 35 54.1
 HM0495;UTM  12      - 4,141,225.633   756,245.457   MT  1.00040890   +1 45 29.2
 HM0495
 HM0495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0495!SPC CO S     -   0.99943028  x   0.99997629  =   0.99940658
 HM0495!UTM  12      -   0.99943028  x   1.00040890  =   0.99983895
 HM0495
 HM0495|---------------------------------------------------------------------|
 HM0495| PID    Reference Object                     Distance      Geod. Az  |
 HM0495|                                                           dddmmss.s |
 HM0495| CM7593 MADDEN RM 1                           4.582 METERS 07943     |
 HM0495| HM0494 SILVER                              APPROX. 6.8 KM 0854454.2 |
 HM0495| CM7594 MADDEN RM 1 RESET                    10.200 METERS 24712     |
 HM0495| CM7595 MADDEN RM 2                          11.398 METERS 31156     |
 HM0495|---------------------------------------------------------------------|
 HM0495
 HM0495                          SUPERSEDED SURVEY CONTROL
 HM0495
 HM0495  NAD 83(1986)-  37 22 56.63015(N)    108 06 20.99160(W) AD(       ) 1
 HM0495  NAD 27      -  37 22 56.64100(N)    108 06 18.72200(W) AD(       ) 1
 HM0495
 HM0495.Superseded values are not recommended for survey control.
 HM0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0495.See file dsdata.txt to determine how the superseded data were derived.
 HM0495
 HM0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG5624541226(NAD 83)
 HM0495_MARKER: DS = TRIANGULATION STATION DISK
 HM0495_SETTING: 66 = SET IN ROCK OUTCROP
 HM0495
 HM0495  HISTORY     - Date     Condition        Report By
 HM0495  HISTORY     - 1934     MONUMENTED       CGS
 HM0495  HISTORY     - 1936     GOOD             CGS
 HM0495  HISTORY     - 1958     GOOD             USFS
 HM0495  HISTORY     - 1975     GOOD             LOCSUR
 HM0495
 HM0495                          STATION DESCRIPTION
 HM0495
 HM0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 HM0495'STATION IS ON THE LA PLATA-MONTEZUMA COUNTY LINE AND ALSO ON
 HM0495'THE SAN JUAN AND MONTEZUMA NATIONAL FORESTS BOUNDARY.  IN THE
 HM0495'SEC. 18, T 36 N, R 11 W.  ABOUT 7 MILES AIR LINE NNW OF
 HM0495'HESPERUS.  ABOUT 14 MILES AIR LINE NW BY W OF DURANGO.  ON
 HM0495'THE SUMMIT OF MADDEN PEAK, WHICH IS THE SECOND HIGH PEAK FROM
 HM0495'THE S IN THE LA PLATA RANGE ON THE W SIDE OF THE LA PLATA
 HM0495'RIVER.
 HM0495'
 HM0495'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED
 HM0495'IN DRILL HOLES IN OUTCROPPING BEDROCK.
 HM0495'
 HM0495'TO REACH THE STATION FROM DURANGO FOLLOW HIGHWAY 160 TO THE
 HM0495'WESTWARD TO HESPERUS.  FROM HESPERUS CONTINUE ON FOR ABOUT 0.2
 HM0495'MILE TO ROAD LEADING OFF TO THE RIGHT JUST AFTER CROSSING
 HM0495'BRIDGE.  FOLLOW THIS ROAD TO LITTLES RANCH ON THE LEFT HAND SIDE
 HM0495'OF ROAD (ABOUT 5 MILES).  THIS RANCH IS RUN BY MRS. LITTLE AND
 HM0495'SHE IS KNOWN ALL OVER AS A PACKER.  IT IS BEST TO GET HORSES
 HM0495'HERE AND TAKE TRAIL TO THE NW TO THE KYBAB GOLD MINE.  FROM
 HM0495'HERE THE PEAK IS ABOUT 35 MINUTES DUE N AND STRAIGHT UP OVER
 HM0495'ROCKS.
 HM0495
 HM0495                          STATION RECOVERY (1936)
 HM0495
 HM0495'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (CP)
 HM0495'STATION IS ABOUT 15 MILES NW, AIR LINE, OF DURANGO AND ABOUT
 HM0495'9 MILES N OF E, AIR LINE OF MANCOS.  STATION IS LOCATED ON
 HM0495'A HIGH BARREN PEAK, LOCALLY KNOWN AS MADDEN PEAK ON THE DIVIDE
 HM0495'BETWEEN THE LA PLATA RIVER AND THE MANCAS RIVER, THIS DIVIDE
 HM0495'IS THE COUNTY LINE.  MADDEN PEAK IS THE SECOND AND HIGHEST
 HM0495'BARREN PEAK FROM THE S.
 HM0495'
 HM0495'NO SUITABLE PLACE FOR AZIMUTH WAS FOUND, ROCK WAS MOSTLY SHALE
 HM0495'AND BROKEN UP.  STATION SILVER IS A GOOD AZIMUTH WHICH LIES
 HM0495'ABOUT 5 MILES TO THE E ON A HIGH BARREN PEAK.
 HM0495'
 HM0495'REACHED FROM DURANGO AS FOLLOWS--GO W ON U.S. HIGHWAY 160 FOR
 HM0495'ABOUT 12 MILES TO THE SMALL SETTLEMENT OF HESPERUS, ON HIGHWAY.
 HM0495'FROM HESPERUS POST OFFICE CONTINUE W FOR 0.4 MILE TO SIDE ROAD
 HM0495'RIGHT, JUST AFTER CROSSING BRIDGE, THENCE CROSS RAILROAD TRACKS,
 HM0495'JUST AFTER CROSSING TRACKS, MADDEN PEAK CAN BE SEEN DIRECTLY
 HM0495'DOWN THE ROAD.  CONTINUE ON THIS ROAD NORTHWARD FOR 4.8
 HM0495'MILES TO RANCH HOUSE AND SMALL SCHOOLHOUSE ON LEFT JUST BEFORE
 HM0495'REACHING FORKS.  THIS RANCH HOUSE IS THE HOME OF MRS. LITTLE,
 HM0495'WHO PACKED IN PREVIOUS PARTIES IN 1934 AND 1936 FROM WHOM
 HM0495'HORSES MAY BE SECURED.  FROM RANCH HOUSE THE TRAIL GOES NW
 HM0495'UP THE LEFT SIDE OF THE RIDGE, SWINGING N UP TO THE END OF
 HM0495'THE TRAIL AND CABIN, THIS IS AT TIMBER LINE.  FROM CABIN
 HM0495'GO N AND E TO HIGHEST POINT AND STATION, CLIMBING OVER SHALE
 HM0495'ROCK.  A 40-MINUTE PACK FROM CABIN.  ALL OBJECTS OBSERVED
 HM0495'FROM 4-FOOT STAND.
 HM0495
 HM0495                          STATION RECOVERY (1958)
 HM0495
 HM0495'RECOVERY NOTE BY US FOREST SERVICE 1958
 HM0495'STATION RECOVERED.
 HM0495'
 HM0495'TO REACH FROM RANGER STATION IN MANCOS PROCEED SOUTH .1 MILE
 HM0495'TO HIGHWAY.  TURN LEFT ON HIGHWAY AND GO 5.8 MILE TO ROAD LEFT
 HM0495'ON TOP OF HILL JUST BEFORE REACHING COUNTY LINE MARKER.  TURN
 HM0495'LEFT AND GO .1 MILE TO BOARD GATE.  GO THRU GATE .9 MILE TO X
 HM0495'ROAD, KEEP STRAIGHT AHEAD ON RUT ROAD 4.0 MI. TO POWER LINE.
 HM0495'THENCE .4 TO FORK, KEEP RIGHT FORK STRAIGHT AHEAD THRU GATE FOR
 HM0495'1.15 MI. AT F.S. SIGN GOLD RUN TRAIL.  CONTINUE 0.25
 HM0495'MI. TO TRAIL LEFT.  KEEP RIGHT AND GO 0.75 MI. TO
 HM0495'WHERE ROAD STARTS THRU CUT ON LEFT SIDE OF RIDGE.  A
 HM0495'4 WHEEL DRIVE VEHICLE CAN BE WORKED ANOTHER .4 MI.
 HM0495'UP THE RIDGE THRU A STAND OF SPRUCE.  THIS IS END OF TRUCK
 HM0495'TRAVEL.  THE STATION LIES UP THE RIDGE TO EAST.  ABOUT 20
 HM0495'MIN.  PACK.
 HM0495
 HM0495                          STATION RECOVERY (1975)
 HM0495
 HM0495'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975 (GH)
 HM0495'RECOVERED BY HUGG SURVEYING CO.
 HM0495'
 HM0495'MADDEN-GOOD
 HM0495'
 HM0495'RECOVERY NOTE OF 1958 ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0245 ***********************************************************************
 KM0245  DESIGNATION -  MAGNOLIA
 KM0245  PID         -  KM0245
 KM0245  STATE/COUNTY-  CO/RIO BLANCO
 KM0245  USGS QUAD   -  GREASEWOOD GULCH (1952)
 KM0245
 KM0245                         *CURRENT SURVEY CONTROL
 KM0245  ___________________________________________________________________
 KM0245* NAD 83(1992)-  39 53 31.36879(N)    108 10 28.92096(W)     ADJUSTED  
 KM0245* NAVD 88     -      2294.9    (meters)    7529.     (feet)  VERTCON   
 KM0245  ___________________________________________________________________
 KM0245  LAPLACE CORR-           4.73  (seconds)                    DEFLEC99
 KM0245  GEOID HEIGHT-         -16.29  (meters)                     GEOID03
 KM0245
 KM0245  HORZ ORDER  -  SECOND
 KM0245
 KM0245.The horizontal coordinates were established by classical geodetic methods
 KM0245.and adjusted by the National Geodetic Survey in January 1993..
 KM0245
 KM0245.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0245
 KM0245.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0245
 KM0245.The geoid height was determined by GEOID03.
 KM0245
 KM0245;                    North         East     Units Scale Factor Converg.
 KM0245;SPC CO N     -   370,284.132   685,679.688   MT  0.99997633   -1 43 41.6
 KM0245;SPC CO N     - 1,214,840.52  2,249,600.78   sFT  0.99997633   -1 43 41.6
 KM0245;UTM  12      - 4,419,597.031   741,563.644   MT  1.00031844   +1 48 46.3
 KM0245
 KM0245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0245!SPC CO N     -   0.99964266  x   0.99997633  =   0.99961900
 KM0245!UTM  12      -   0.99964266  x   1.00031844  =   0.99996099
 KM0245
 KM0245|---------------------------------------------------------------------|
 KM0245| PID    Reference Object                     Distance      Geod. Az  |
 KM0245|                                                           dddmmss.s |
 KM0245| CM7597 MAGNOLIA RM 1                        16.472 METERS 17415     |
 KM0245| CM7598 MAGNOLIA RM 2                        14.948 METERS 26557     |
 KM0245| CM7596 MAGNOLIA AZ MK                                     2864753.7 |
 KM0245|---------------------------------------------------------------------|
 KM0245
 KM0245                          SUPERSEDED SURVEY CONTROL
 KM0245
 KM0245  NAD 83(1986)-  39 53 31.36287(N)    108 10 28.91451(W) AD(       ) 2
 KM0245  NAD 27      -  39 53 31.45700(N)    108 10 26.61600(W) AD(       ) 2
 KM0245  NGVD 29 (07/19/86) 2293.5    (m)         7525.     (f) VERT ANG       
 KM0245
 KM0245.Superseded values are not recommended for survey control.
 KM0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0245.See file dsdata.txt to determine how the superseded data were derived.
 KM0245
 KM0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYK4156419597(NAD 83)
 KM0245_MARKER: DS = TRIANGULATION STATION DISK
 KM0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0245+SATELLITE: SATELLITE OBSERVATIONS - 1986
 KM0245
 KM0245  HISTORY     - Date     Condition        Report By
 KM0245  HISTORY     - 1937     MONUMENTED       CGS
 KM0245  HISTORY     - 1950     GOOD             USGS
 KM0245  HISTORY     - 1982     GOOD             BLM
 KM0245  HISTORY     - 1986     GOOD
 KM0245
 KM0245                          STATION DESCRIPTION
 KM0245
 KM0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 KM0245'STATION IS LOCATED ON A HIGH, BARE RIDGE ON THE DIVIDE BETWEEN
 KM0245'PICEANCE CREEK AND THE WHITE RIVER, ON THE PROPERTY LEASED BY
 KM0245'THE MAGNOLIA OIL COMPANY.  IT IS 13.5 MILES W AND 11.0 MILES N OF
 KM0245'THE RIO BLANCO POST OFFICE, AND 0.25 MILE SE OF THE MAGNOLIA OIL
 KM0245'COMPANY BUNKHOUSES AND STORAGE SHEDS.
 KM0245'
 KM0245'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 KM0245'BRONZE DISKS SET IN CONCRETE.
 KM0245'
 KM0245'TO REACH FROM THE RIO BLANCO POST OFFICE, WHICH IS 18.8 MILES
 KM0245'N OF RIFLE, AND ABOUT 23.0 MILES S OF MEEKER, ON STATE HIGHWAY
 KM0245'13, GO 0.2 MILE N ON HIGHWAY 13 TO THE RIO BLANCO STORE.  TURN
 KM0245'LEFT AND GO W ON THE PICEANCE CREEK ROAD 16.6 MILES TO A
 KM0245'SCHOOLHOUSE ON THE RIGHT SIDE OF THE ROAD.  CONTINUE ON THE
 KM0245'MAIN ROAD 1.1 MILES TO AN OIL DRUM MAIL BOX AND A SIGN PRIVATE
 KM0245'ROAD, YOU DRIVE THIS AT YOUR OWN RISK, ON THE RIGHT SIDE OF THE
 KM0245'ROAD AT THE MOUTH OF A WASH.  TURN RIGHT AND GO N UP THE BED
 KM0245'OF THE WASH 3.55 MILES TO A POINT WHERE THE ROAD LEAVES THE
 KM0245'WASH AND FOLLOWS UP THE LEFT BANK.  FOLLOW THE MAIN TRAVELED
 KM0245'ROAD UP THE LEFT BANK TO THE TOP OF THE RIDGE AND A ROW OF
 KM0245'BUNKHOUSES AND STORAGE SHEDS.  FROM HERE THERE ARE TWO ROADS.
 KM0245'ONE E AND ONE SE.  TAKE THE ROAD SE, ALONG TWO PIPE LINES, 0.25
 KM0245'MILE TO THE TOP OF THE HILL AND STATION NEAR A TWO-INCH IRON
 KM0245'PIPE STAKE WHICH IS ABOUT 100 FEET N OF THE ROAD.  THE AZIMUTH
 KM0245'MARK IS IN THE SW CORNER OF THE CLEARING WHERE THE
 KM0245'BUNKHOUSES ARE, AND ABOUT 50 YARDS FROM THE SOUTHERN
 KM0245'BUNKHOUSE.
 KM0245
 KM0245                          STATION RECOVERY (1950)
 KM0245
 KM0245'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1950 (JTL)
 KM0245'NEW ROUTE DESCRIPTION FOLLOWS
 KM0245'
 KM0245'LOCATED NEAR CENTER SEC. 9, T 2 S, R 96 W, ABOUT 11 MI. (AIRLINE) W.
 KM0245'OF STATE HIGHWAY 13, ABOUT 4 MI. (AIRLINE) N. OF PICEANCE CREEK.
 KM0245'
 KM0245'TO REACH FROM RIFLE P.O., GO N. ON HIGHWAY 13 18.1 MI. TO RIO BLANCO
 KM0245'STORE AND PICEANCE CREEK ROAD, TURN LEFT ON PICEANCE CREEK ROAD 17.6
 KM0245'MI. TO RD. ON RIGHT AND SIGN READING ---PRIVATE ROAD TRAVEL AT OWN
 KM0245'RISK PICEANCE CREEK UNIT MAGNOLIA PETROLEUM COMPANY OPERATOR---, TURN
 KM0245'RIGHT (N.) 4.7 MI. TO GROUP OF BUILDINGS ON LEFT, TURN RIGHT (E.)
 KM0245'0.3 MI. TO RD. ON RIGHT, TURN RIGHT (S.) 0.1 MI. TO RD. FORK, TAKE
 KM0245'RIGHT FORK 0.1 MI. TO STATION SITE.
 KM0245'
 KM0245'STATION MARK--STANDARD USC AND GS BRONZE DISK, SET IN CONCRETE POST.
 KM0245
 KM0245                          STATION RECOVERY (1982)
 KM0245
 KM0245'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1982 (SRW)
 KM0245'MAGNALIA STATION MARK 1937 RECOVERED GOOD.
 KM0245'
 KM0245'RM 1 RECOVERED AND GOOD.
 KM0245'
 KM0245'RM 2 RECOVERED AND GOOD.
 KM0245'
 KM0245'AZ MARK NOT CHECKED.
 KM0245'
 KM0245'STAMPED STATION 62000 BECAUSE IT HAD LESS THAN OR EQUAL 80 SATELLITE
 KM0245'PASSES.
 KM0245
 KM0245                          STATION RECOVERY (1986)
 KM0245
 KM0245'RECOVERED 1986
 KM0245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2056 ***********************************************************************
 KK2056  DESIGNATION -  MAGNOLIA
 KK2056  PID         -  KK2056
 KK2056  STATE/COUNTY-  CO/BOULDER
 KK2056  USGS QUAD   -  TUNGSTEN (1972)
 KK2056
 KK2056                         *CURRENT SURVEY CONTROL
 KK2056  ___________________________________________________________________
 KK2056* NAD 83(1992)-  39 59 01.99744(N)    105 24 28.44908(W)     ADJUSTED  
 KK2056* NAVD 88     -      2467.2    (meters)    8094.     (feet)  GPS OBS   
 KK2056  ___________________________________________________________________
 KK2056  X           -  -1,300,743.865 (meters)                     COMP
 KK2056  Y           -  -4,719,778.063 (meters)                     COMP
 KK2056  Z           -   4,078,191.205 (meters)                     COMP
 KK2056  LAPLACE CORR-         -20.32  (seconds)                    DEFLEC99
 KK2056  ELLIP HEIGHT-        2452.99  (meters)          (12/03/02) GPS OBS
 KK2056  GEOID HEIGHT-         -14.20  (meters)                     GEOID03
 KK2056
 KK2056  HORZ ORDER  -  FIRST
 KK2056  ELLP ORDER  -  FOURTH    CLASS II
 KK2056
 KK2056.The horizontal coordinates were established by GPS observations
 KK2056.and adjusted by the National Geodetic Survey in February 2000..
 KK2056
 KK2056.The orthometric height was determined by GPS observations and a
 KK2056.high-resolution geoid model.
 KK2056
 KK2056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK2056
 KK2056.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2056
 KK2056.The ellipsoidal height was determined by GPS observations
 KK2056.and is referenced to NAD 83.
 KK2056
 KK2056.The geoid height was determined by GEOID03.
 KK2056
 KK2056;                    North         East     Units Scale Factor Converg.
 KK2056;SPC CO N     -   377,035.647   922,267.980   MT  0.99996763   +0 03 34.2
 KK2056;SPC CO N     - 1,236,991.12  3,025,807.53   sFT  0.99996763   +0 03 34.2
 KK2056;UTM  13      - 4,426,048.627   465,173.329   MT  0.99961493   -0 15 43.6
 KK2056
 KK2056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2056!SPC CO N     -   0.99961533  x   0.99996763  =   0.99958297
 KK2056!UTM  13      -   0.99961533  x   0.99961493  =   0.99923040
 KK2056
 KK2056|---------------------------------------------------------------------|
 KK2056| PID    Reference Object                     Distance      Geod. Az  |
 KK2056|                                                           dddmmss.s |
 KK2056| CR8264 MAGNOLIA RM 1                        15.008 METERS 12031     |
 KK2056| KK2057 MAGNOLIA AZ MK                      APPROX. 1.0 KM 2270243.2 |
 KK2056| CR8265 MAGNOLIA RM 2                        15.338 METERS 25218     |
 KK2056|---------------------------------------------------------------------|
 KK2056
 KK2056                          SUPERSEDED SURVEY CONTROL
 KK2056
 KK2056  ELLIP H (02/17/00) 2453.03   (m)                       GP(       ) 4 2
 KK2056  NAD 83(1992)-  39 59 01.99600(N)    105 24 28.44828(W) AD(       ) 1
 KK2056  ELLIP H (01/07/93) 2453.14   (m)                       GP(       ) 4 2
 KK2056  NAD 83(1986)-  39 59 01.98953(N)    105 24 28.44219(W) AD(       ) 1
 KK2056  NGVD 29 (01/20/89) 2465.9    (m)         8090.     (f) GPS OBS        
 KK2056
 KK2056.Superseded values are not recommended for survey control.
 KK2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2056.See file dsdata.txt to determine how the superseded data were derived.
 KK2056
 KK2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE6517326049(NAD 83)
 KK2056_MARKER: DH = HORIZONTAL CONTROL DISK
 KK2056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK2056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK2056_STAMPING: MAGNOLIA 1985
 KK2056_MARK LOGO: NGS   
 KK2056_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK2056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK2056+STABILITY: SURFACE MOTION
 KK2056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK2056+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1998
 KK2056
 KK2056  HISTORY     - Date     Condition        Report By
 KK2056  HISTORY     - 1985     MONUMENTED       NGS
 KK2056  HISTORY     - 19860820 GOOD
 KK2056  HISTORY     - 19960925 MARK NOT FOUND   USPSQD
 KK2056  HISTORY     - 19981117 GOOD             NGS
 KK2056  HISTORY     - 20010331 MARK NOT FOUND   NGS
 KK2056  HISTORY     - 20031012 MARK NOT FOUND   USPSQD
 KK2056
 KK2056                          STATION DESCRIPTION
 KK2056
 KK2056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 KK2056'THE STATION IS LOCATED ABOUT 12.9 KM (8.0 MI) SOUTHEAST OF WARD,
 KK2056'11.3 KM (7 MI ) WEST-SOUTHWEST OF BOULDER AND 8.8 KM (5.5 MI)
 KK2056'EAST-NORTHEAST OF NEDERLANDS.
 KK2056'OWNERSHIP--BROOKS-STILSON RANCH LTD., MAGNOLIA STAR ROUTE,
 KK2056'NEDERLAND, CO. 80466.  CONTACT MR. DONALD STILSON.
 KK2056'TELEPHONE---303-442-1995.
 KK2056'
 KK2056'TO REACH THE STATION FROM THE INTERSECTION OF BROADWAY, STATE
 KK2056'HIGHWAY 7 AND 93, AND CANYON BOULEVARD, STATE HIGHWAY 119, GO WEST
 KK2056'ON CANYON BOULEVARD, STATE HIGHWAY 119, FOR 4.5 KM (2.8 MI) TO SIDE
 KK2056'ROAD RIGHT, FOUR-MILE CANYON DRIVE.  CONTINUE AHEAD ON STATE
 KK2056'119 FOR 3.3 KM 2.05 MI) TO A SIDE ROAD LEFT, MAGNOLIA DRIVE.  TURN
 KK2056'LEFT, SOUTHWEST, FOR 8.0 KM (5.0 MI) TO A SIDE ROAD LEFT, TWIN
 KK2056'SISTERS RANCH ROAD AND THE STATION ON THE LEFT.
 KK2056'
 KK2056'THE STATION IS A STANDARD NGS DISK STAMPED---MAGNOLIA 1985---SET
 KK2056'INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12-IN) IN DIAMETER
 KK2056'RECESSED 5 CM (2-IN) BELOW THE GROUND.  LOCATED 23.5 M (77 FT)
 KK2056'SOUTHWEST FROM A TELEPHONE JUNCTION BOX NUMBER RL-69A 466, 19.4 M
 KK2056'(63.5 FT) NORTHWEST FROM THE WESTERN POLE OF SIGN FOR TWIN SISTERS
 KK2056'RANCH, 8.2 M (27 FT) SOUTH FROM THE CENTER OF MAGNOLIA DRIVE, 2.1 M
 KK2056'(7 FT) SOUTH FROM A FENCE CORNER AND 1.4 M (4.5 FT) SOUTHEAST FROM A
 KK2056'WITNESS POST.
 KK2056'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED---MAGNOLIA 1985
 KK2056'SET IN AN IRREGULAR MASS OF CONCRETE 1.1 M (3.5 FT) BELOW THE
 KK2056'SURFACE.
 KK2056'
 KK2056'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK STAMPED---MAGNOLIA NO 1
 KK2056'1985---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12-IN)
 KK2056'IN DIAMETER RECESSED 2 CM (1-IN) BELOW THE GROUND.  LOCATED 20.1 M
 KK2056'(66 FT) SOUTH-SOUTHEAST FROM THE CENTER OF MAGNOLIA DRIVE, 17.2 M
 KK2056'(56.5 FT) SOUTHEAST FROM A WITNESS POST, 5.8 M (19 FT) NORTHWEST
 KK2056'FROM THE WESTERN POLE FOR SIGN, TWIN SISTERS RANCH, 0.5 M (1.5 FT)
 KK2056'SOUTHWEST FROM A BARBED WIRE FENCE AND 0.2 M (0.5 FT) BELOW THE
 KK2056'STATION.
 KK2056'
 KK2056'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 KK2056'STAMPED---MAGNOLIA NO 2 1985---,
 KK2056'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 KK2056'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 KK2056'15.8 METERS (52 FT) WEST-SOUTHWEST FROM A FENCE CORNER,
 KK2056'14.3 METERS (47 FT) WEST-SOUTHWEST FROM A WITNESS POST,
 KK2056'7.6 METERS (25 FT) SOUTHEAST FROM THE CENTER OF MAGNOLIA DRIVE,
 KK2056'7.6 METERS (25 FT) EAST-NORTHEAST FROM A SIGN, ARABIANS FOR SALE,
 KK2056'0.4 METERS (1.5 FT) SOUTH FROM A BARBED WIRE FENCE AND
 KK2056'MARK IS LEVEL WITH THE STATION.
 KK2056
 KK2056                          STATION RECOVERY (1986)
 KK2056
 KK2056'RECOVERED 1986
 KK2056'RECOVERED IN GOOD CONDITION.
 KK2056
 KK2056                          STATION RECOVERY (1996)
 KK2056
 KK2056'RECOVERY NOTE BY US POWER SQUADRON 1996
 KK2056'MARK NOT FOUND.
 KK2056
 KK2056                          STATION RECOVERY (1998)
 KK2056
 KK2056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 KK2056'THE STATION IS LOCATED ABOUT 8 MI (12.9 KM) SOUTHEAST OF WARD, 7 MI
 KK2056'(11.3 KM) WEST-SOUTHWEST OF BOULDER AND 5.5 MI (8.9 KM) EAST-NORTHEAST
 KK2056'OF NEDERLANDS, IN THE NORTHWEST 1/4 OF SECTION 12, T 1 S, R 72 W.
 KK2056'OWNERSHIP--BROOKS-STILSON RANCH LTD., MAGNOLIA STAR ROUTE, NEDERLAND,
 KK2056'CO 80466.  TELEPHONE-303-442-1995
 KK2056'TO REACH THE STATION FROM THE INTERSECTION OF BROADWAY (STATE HIGHWAY
 KK2056'7 AND 93) AND CANYON BOULDEVARD (STATE HIGHWAY 119) , GO WEST ON STATE
 KK2056'HIGHWAY 119 (CANYON BOULEVARD) FOR 2.8 MI (4.5 KM) TO A SIDE ROAD
 KK2056'RIGHT, FOUR MILE CANYON DRIVE.  CONTINUE AHEAD, WEST, ON STATE HIGHWAY
 KK2056'119 FOR 2.05 MI (3.30 KM) TO A SIDE ROAD LEFT, MAGNOLIA DRIVE.  TURN
 KK2056'LEFT, SOUTHWEST, FOR 5.0 MI (8.0 KM) TO A SIDE ROAD LEFT, TWIN SISTERS
 KK2056'RANCH ROAD AND THE STATION ON THE LEFT
 KK2056'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A 30 CM ROUND CONCRETE
 KK2056'POST RECESSED 5 CM BELOW THE GROUND.  IT IS 23.5 M (77.1 FT) SOUTHWEST
 KK2056'FROM A TELEPHONE JUNCTION BOX NUMBER RL-69A 466, 19.4 M (63.6 FT)
 KK2056'NORTHWEST FROM THE WESTERN POLE FOR A SIGN TO TWIN SISTERS RANCH, 8.2
 KK2056'M (26.9 FT) SOUTH-SOUTHEAST FROM THE CENTER OF MAGNOLIA ROAD, 2.1 M
 KK2056'(6.9 FT) EAST-SOUTHEAST FROM A WITNESS POST AND 1.4 M (4.6 FT) SOUTH
 KK2056'FROM A FENCE CORNER.  THE UNDERGROUND MARK IS A STANDARD DISK SET IN
 KK2056'AN IRREGULAR MASS OF CONCRETE 1.1 M (3.6 FT) BELOW THE SURFACE
 KK2056
 KK2056                          STATION RECOVERY (2001)
 KK2056
 KK2056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KK2056'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KK2056
 KK2056                          STATION RECOVERY (2003)
 KK2056
 KK2056'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 KK2056'KK2056 RM1 NOT FOUND
 KK2056'KK2056 RM2 NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2057 ***********************************************************************
 KK2057  DESIGNATION -  MAGNOLIA AZ MK
 KK2057  PID         -  KK2057
 KK2057  STATE/COUNTY-  CO/BOULDER
 KK2057  USGS QUAD   -  TUNGSTEN (1972)
 KK2057
 KK2057                         *CURRENT SURVEY CONTROL
 KK2057  ___________________________________________________________________
 KK2057* NAD 83(1992)-  39 58 39.15978(N)    105 25 00.33140(W)     ADJUSTED  
 KK2057* NAVD 88     -      2491.     (meters)    8173.     (feet)  VERTCON   
 KK2057  ___________________________________________________________________
 KK2057  LAPLACE CORR-         -20.11  (seconds)                    DEFLEC99
 KK2057  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 KK2057
 KK2057  HORZ ORDER  -  SECOND
 KK2057
 KK2057.The horizontal coordinates were established by classical geodetic methods
 KK2057.and adjusted by the National Geodetic Survey in January 1993..
 KK2057.No horizontal observational check was made to the station.
 KK2057
 KK2057.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2057
 KK2057.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2057
 KK2057.The geoid height was determined by GEOID03.
 KK2057
 KK2057;                    North         East     Units Scale Factor Converg.
 KK2057;SPC CO N     -   376,330.544   921,512.223   MT  0.99996815   +0 03 13.6
 KK2057;SPC CO N     - 1,234,677.79  3,023,328.02   sFT  0.99996815   +0 03 13.6
 KK2057;UTM  13      - 4,425,348.023   464,413.895   MT  0.99961559   -0 16 04.0
 KK2057
 KK2057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2057!SPC CO N     -   0.99961156  x   0.99996815  =   0.99957972
 KK2057!UTM  13      -   0.99961156  x   0.99961559  =   0.99922730
 KK2057
 KK2057                          SUPERSEDED SURVEY CONTROL
 KK2057
 KK2057  NAD 83(1986)-  39 58 39.15597(N)    105 25 00.32853(W) AD(       ) 2
 KK2057  NGVD 29 (01/20/89) 2490.     (m)         8169.     (f) VERT ANG       
 KK2057
 KK2057.Superseded values are not recommended for survey control.
 KK2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2057.See file dsdata.txt to determine how the superseded data were derived.
 KK2057
 KK2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE6441425348(NAD 83)
 KK2057_MARKER: DZ = AZIMUTH MARK DISK
 KK2057_SETTING: 66 = SET IN ROCK OUTCROP
 KK2057_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KK2057_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK2057_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK2057+STABILITY: POSITION/ELEVATION WELL
 KK2057_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KK2057+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2003
 KK2057
 KK2057  HISTORY     - Date     Condition        Report By
 KK2057  HISTORY     - 1985     MONUMENTED       NGS
 KK2057  HISTORY     - 19960925 GOOD             USPSQD
 KK2057  HISTORY     - 20010331 GOOD             NGS
 KK2057  HISTORY     - 20031012 GOOD             USPSQD
 KK2057
 KK2057                          STATION DESCRIPTION
 KK2057
 KK2057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (RSC)
 KK2057'THE STATION IS LOCATED ABOUT 13.0 KM (8.1 MI) SOUTHEAST OF WARD,
 KK2057'11.3 KM (7.0 MI) WEST-SOUTHWEST OF BOULDER AND 8.5 KM (5.3 MI)
 KK2057'EAST-NORTHEAST OF NEDERLAND.
 KK2057'OWNERSHIP--BOULDER COUNTY ROAD RIGHT-OF-WAY.
 KK2057'
 KK2057'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF BROADWAY, STATE
 KK2057'HIGHWAY 7 AND 93, AND CANYON BOULEVARD, STATE HIGHWAY 119, GO WEST
 KK2057'ON CANYON BOULEVARD, HIGHWAY 119, FOR 4.5 KM (2.8 MI) TO A SIDE ROAD
 KK2057'RIGHT, FOUR-MILE CANYON DRIVE.  CONTINUE AHEAD ON STATE HIFGHWAY 119
 KK2057'FOR 3.3 KM (2.05 MI) TO A SIDE ROAD LEFT, MAGNOLIA DRIVE.  TURN
 KK2057'LEFT, SOUTHWEST, FOR 8.0 KM (5.0 MI) TO A SIDE ROAD LEFT, TWIN
 KK2057'SISTERS RANCH ROAD.  CONTINUE AHEAD, SOUTHWESTERLY, FOR 1.0 KM
 KK2057'(0.65 MI) TO THE AZIMUTH MARK ON THE RIGHT AT THE INTERSECTION OF
 KK2057'MAGNOLIA DRIVE AND FORSYTHE ROAD.
 KK2057'
 KK2057'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK STAMPED---MAGNOLIA 1985---
 KK2057'SET INTO A ROCK OUTCROP 1.8 M (6 FT) IN LARGEST DIMENSION WHICH
 KK2057'PROJECTS ABOUT 0.9 M (3 FT) ABOVE THE ROAD.  IT IS ACROSS THE STREET
 KK2057'FROM TELEPHONE JUNCTION BOX NUMBER ---RL-69A 505---.  LOCATED 13.7 M
 KK2057'(45 FT) NORTH-NORTHWEST FROM THE CENTER OF FORSYTHE ROAD WHERE IT
 KK2057'ENDS AT MAGNOLIA DRIVE, 5.8 M (19 FT) NORTHWEST FROM THE CENTER OF
 KK2057'MAGNOLIA DRIVE, 1.7 M (5.5 FT) SOUTH FROM A POWER POLE AND 1.2 M
 KK2057'(4 FT) NORTH-NORTH EAST FROM A WITNESS POST.
 KK2057
 KK2057                          STATION RECOVERY (1996)
 KK2057
 KK2057'RECOVERY NOTE BY US POWER SQUADRON 1996
 KK2057'RECOVERED IN GOOD CONDITION.
 KK2057
 KK2057                          STATION RECOVERY (2001)
 KK2057
 KK2057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 KK2057'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 KK2057
 KK2057                          STATION RECOVERY (2003)
 KK2057
 KK2057'RECOVERY NOTE BY US POWER SQUADRON 2003 (WAF)
 KK2057'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1318 ***********************************************************************
 LL1318  DESIGNATION -  MAHAFFEY
 LL1318  PID         -  LL1318
 LL1318  STATE/COUNTY-  CO/BOULDER
 LL1318  USGS QUAD   -  LONGMONT (1979)
 LL1318
 LL1318                         *CURRENT SURVEY CONTROL
 LL1318  ___________________________________________________________________
 LL1318* NAD 83(1992)-  40 09 08.06989(N)    105 06 10.42359(W)     ADJUSTED  
 LL1318* NAVD 88     -      1509.     (meters)    4951.     (feet)  SCALED    
 LL1318  ___________________________________________________________________
 LL1318  LAPLACE CORR-         -12.60  (seconds)                    DEFLEC99
 LL1318  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 LL1318
 LL1318  HORZ ORDER  -  SECOND
 LL1318
 LL1318.The horizontal coordinates were established by classical geodetic methods
 LL1318.and adjusted by the National Geodetic Survey in January 1993..
 LL1318
 LL1318.The orthometric height was scaled from a topographic map.
 LL1318
 LL1318.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1318
 LL1318.The geoid height was determined by GEOID03.
 LL1318
 LL1318;                    North         East     Units Scale Factor Converg.
 LL1318;SPC CO N     -   395,799.898   948,235.167   MT  0.99995832   +0 15 23.7
 LL1318;SPC CO N     - 1,298,553.50  3,111,001.54   sFT  0.99995832   +0 15 23.7
 LL1318;UTM  13      - 4,444,659.848   491,236.412   MT  0.99960095   -0 03 58.9
 LL1318
 LL1318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1318!SPC CO N     -   0.99976598  x   0.99995832  =   0.99972431
 LL1318!UTM  13      -   0.99976598  x   0.99960095  =   0.99936702
 LL1318
 LL1318|---------------------------------------------------------------------|
 LL1318| PID    Reference Object                     Distance      Geod. Az  |
 LL1318|                                                           dddmmss.s |
 LL1318| LL1319 MAHAFFEY RM                          29.754 METERS 04405     |
 LL1318| CP7690 MAHAFFEY RM 2                        20.467 METERS 26931     |
 LL1318| CP7688 MAHAFFEY AZ MK                                     2735057.9 |
 LL1318|---------------------------------------------------------------------|
 LL1318
 LL1318                          SUPERSEDED SURVEY CONTROL
 LL1318
 LL1318  NAD 83(1986)-  40 09 08.06032(N)    105 06 10.42248(W) AD(       ) 2
 LL1318  NAD 27      -  40 09 08.11200(N)    105 06 08.48100(W) AD(       ) 2
 LL1318
 LL1318.Superseded values are not recommended for survey control.
 LL1318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1318.See file dsdata.txt to determine how the superseded data were derived.
 LL1318
 LL1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE9123644660(NAD 83)
 LL1318_MARKER: DS = TRIANGULATION STATION DISK
 LL1318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1318
 LL1318  HISTORY     - Date     Condition        Report By
 LL1318  HISTORY     - 1935     MONUMENTED       CGS
 LL1318  HISTORY     - 1975     MARK NOT FOUND   NGS
 LL1318
 LL1318                          STATION DESCRIPTION
 LL1318
 LL1318'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LL1318'THE STATION IS 0.7 MILE SOUTH OF THE POST OFFICE IN LONGMONT,
 LL1318'COLORADO, 0.4 MILE SOUTH OF THE CITY LIMITS, ON THE WEST SIDE
 LL1318'OF U.S. HIGHWAY 285.  IT IS ON PROPERTY OWNED BY MR. HAY J.
 LL1318'MAHAFFEY.
 LL1318'
 LL1318'THE STATION MARK LIES 24-1/2 FEET NORTH OF THE NORTHWEST CORNER
 LL1318'OF MR. MAHAFFEYS HOUSE, 33-1/2 FEET NORTHWEST OF THE NORTHEAST
 LL1318'CORNER, 70.2 FEET WEST OF THE NORTHEAST YARD FENCE CORNER,
 LL1318'81.9 FEET WEST OF THE SOUTH END OF THE WEST ABUTMENT WALL OF
 LL1318'A CONCRETE CULVERT ON U.S. HIGHWAY 285, AND 47-1/2 FEET SOUTH
 LL1318'OF THE CENTERLINE OF A GRADED ROAD GOING WEST FROM U.S. HIGHWAY
 LL1318'285.  IT PROJECTS 4 INCHES.
 LL1318'
 LL1318'THE UNITED STATES COAST AND GEODETIC SURVEY LOCAL CONTROL SURVEYS
 LL1318'MARK, WHICH WAS USED AS ONE REFERENCE MARK, LIES NORTHEAST
 LL1318'OF THE STATION.  IT IS 41 FEET NORTH OF THE NORTH END OF THE
 LL1318'WEST ABUTMENT WALL MENTIONED IN THE STATION MARK DESCRIPTION,
 LL1318'31-1/2 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 285, 21 FEET
 LL1318'NORTH OF THE CENTERLINE OF THE GRADED ROAD, AND 2 FEET SOUTHWEST
 LL1318'OF A LARGE TELEPHONE POLE IN THE NORTHWEST ANGLE OF THE
 LL1318'T-INTERSECTION OF U.S. HIGHWAY 285 AND THE GRADED ROAD WEST.
 LL1318'IT IS A STANDARD UNITED STATES COAST AND GEODETIC SURVEY
 LL1318'LOCAL CONTROL SURVEYS DISK BENCH MARK, SET IN A 6-INCH
 LL1318'CONCRETE POST.  THERE IS NO STAMPING ON THE MARK OTHER
 LL1318'THAN THAT CAST INTO IT.  THE MARK IS 0.133 METER LOWER
 LL1318'THAN THE STATION MARK AND IS FLUSH.
 LL1318'
 LL1318'REFERENCE MARK NO. 2 LIES WEST OF THE STATION, 3 FEET SOUTH OF
 LL1318'THE NORTH YARD FENCE, AND 76.5 FEET NORTHWEST OF THE NORTHWEST
 LL1318'CORNER OF MR. MAHAFFEYS HOUSE.  IT PROJECTS 2 INCHES.
 LL1318'
 LL1318'THE AZIMUTH MARK LIES WEST BY NORTH OF THE STATION, 2 FEET
 LL1318'SOUTH OF THE NORTH GRADED ROAD RIGHT-OF-WAY FENCE, AND 19-1/2
 LL1318'FEET NORTH OF THE CENTERLINE OF THE GRADED ROAD.  IT PROJECTS
 LL1318'4 INCHES.
 LL1318'
 LL1318'A 25-FOOT STAND CLEARS ALL LINES FROM THIS STATION.
 LL1318'
 LL1318'SURFACE, UNDERGROUND, REFERENCE MARK NO. 2 AND AZIMUTH MARKS
 LL1318'ARE STANDARD BRONZE DISKS SET AS DESCRIBED.
 LL1318'REFERENCE MARK NO. 1 IS A UNITED STATES COAST AND
 LL1318'GEODETIC SURVEY LOCAL CONTROL SURVEYS BENCH MARK.
 LL1318
 LL1318                          STATION RECOVERY (1975)
 LL1318
 LL1318'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 LL1318'STATION WAS SEARCHED FOR BUT NO MARKS FOUND.  THERE HAS BEEN NEW
 LL1318'CONSTRUCTION OF U.S. HIGHWAY 287 (FORMERLY HIGHWAY 285) AND A NEW
 LL1318'INTERSECTION AT THE JUNCTION OF U.S. HIGHWAY 287 AND STATE HIGHWAY
 LL1318'119.  HIGHWAY 119 GOES WEST FROM HIGHWAY 287.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1319 ***********************************************************************
 LL1319  DESIGNATION -  MAHAFFEY RM
 LL1319  PID         -  LL1319
 LL1319  STATE/COUNTY-  CO/BOULDER
 LL1319  USGS QUAD   -  LONGMONT (1979)
 LL1319
 LL1319                         *CURRENT SURVEY CONTROL
 LL1319  ___________________________________________________________________
 LL1319* NAD 83(1992)-  40 09 08.76279(N)    105 06 09.54891(W)     ADJUSTED  
 LL1319* NAVD 88     -      1510.     (meters)    4954.     (feet)  SCALED    
 LL1319  ___________________________________________________________________
 LL1319  LAPLACE CORR-         -12.60  (seconds)                    DEFLEC99
 LL1319  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 LL1319
 LL1319  HORZ ORDER  -  SECOND
 LL1319
 LL1319.The horizontal coordinates were established by classical geodetic methods
 LL1319.and adjusted by the National Geodetic Survey in January 1993..
 LL1319
 LL1319.The orthometric height was scaled from a topographic map.
 LL1319
 LL1319.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1319
 LL1319.The geoid height was determined by GEOID03.
 LL1319
 LL1319;                    North         East     Units Scale Factor Converg.
 LL1319;SPC CO N     -   395,821.362   948,255.772   MT  0.99995831   +0 15 24.3
 LL1319;SPC CO N     - 1,298,623.92  3,111,069.15   sFT  0.99995831   +0 15 24.3
 LL1319;UTM  13      - 4,444,681.187   491,257.130   MT  0.99960094   -0 03 58.3
 LL1319
 LL1319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1319!SPC CO N     -   0.99976582  x   0.99995831  =   0.99972414
 LL1319!UTM  13      -   0.99976582  x   0.99960094  =   0.99936685
 LL1319
 LL1319                          SUPERSEDED SURVEY CONTROL
 LL1319
 LL1319  NAD 83(1986)-  40 09 08.75321(N)    105 06 09.54780(W) AD(       ) 2
 LL1319  NAD 27      -  40 09 08.80500(N)    105 06 07.60600(W) AD(       ) 2
 LL1319
 LL1319.Superseded values are not recommended for survey control.
 LL1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1319.See file dsdata.txt to determine how the superseded data were derived.
 LL1319
 LL1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE9125744681(NAD 83)
 LL1319_MARKER: DS = TRIANGULATION STATION DISK
 LL1319_SETTING: 0 = UNSPECIFIED SETTING
 LL1319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1319
 LL1319  HISTORY     - Date     Condition        Report By
 LL1319  HISTORY     - 1935     MONUMENTED       CGS
 LL1319
 LL1319                          STATION DESCRIPTION
 LL1319
 LL1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LL1319'THIS BENCH MARK IS LOCATED 0.7 MILE SOUTH OF THE POST OFFICE
 LL1319'IN LONGMONT, COLORADO, 0.4 MILE SOUTH OF THE CITY LIMITS.
 LL1319'IT IS IN THE NORTHWEST ANGLE OF A ROAD T-INTERSECTION OF
 LL1319'U.S. HIGHWAY 285 AND A GRADED ROAD WEST (STEM OF T.).  THE
 LL1319'MARK IS A 6-INCH SQUARE CONCRETE POST AND LIES 41 FEET NORTH
 LL1319'OF THE WEST ABUTMENT WALL OF A CULVERT ON U.S. HIGHWAY 285,
 LL1319'31-1/2 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 285, 21
 LL1319'FEET NORTH OF THE CENTERLINE OF THE GRADED ROAD, AND 2 FEET
 LL1319'SOUTHWEST OF A LARGE TELEPHONE POST.  IT IS A STANDARD UNITED
 LL1319'STATES COAST AND GEODETIC LOCAL CONTROL SURVEY DISK AND IS
 LL1319'NOT STAMPED.  IT IS SET FLUSH.  THIS MARK LIES NORTHEAST OF
 LL1319'UNITED STATES COAST AND GEODETIC SURVEY TRIANGULATION
 LL1319'STATION MAHAFFEY, AND IS 0.133 METER LOWER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0748 ***********************************************************************
 JL0748  DESIGNATION -  MAIN
 JL0748  PID         -  JL0748
 JL0748  STATE/COUNTY-  CO/GUNNISON
 JL0748  USGS QUAD   -  MC INTOSH MOUNTAIN (1973)
 JL0748
 JL0748                         *CURRENT SURVEY CONTROL
 JL0748  ___________________________________________________________________
 JL0748* NAD 83(1992)-  38 31 32.38832(N)    107 07 03.49109(W)     ADJUSTED  
 JL0748* NAVD 88     -      2773.8    (meters)    9100.     (feet)  VERTCON   
 JL0748  ___________________________________________________________________
 JL0748  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 JL0748  GEOID HEIGHT-         -14.33  (meters)                     GEOID03
 JL0748
 JL0748  HORZ ORDER  -  THIRD
 JL0748
 JL0748.The horizontal coordinates were established by classical geodetic methods
 JL0748.and adjusted by the National Geodetic Survey in January 1993..
 JL0748
 JL0748.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0748
 JL0748.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0748
 JL0748.The geoid height was determined by GEOID03.
 JL0748
 JL0748;                    North         East     Units Scale Factor Converg.
 JL0748;SPC CO C     -   382,910.392   773,350.444   MT  0.99998599   -1 01 12.8
 JL0748;SPC CO C     - 1,256,265.18  2,537,233.92   sFT  0.99998599   -1 01 12.8
 JL0748;UTM  13      - 4,266,266.430   315,402.630   MT  1.00001966   -1 19 09.7
 JL0748
 JL0748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0748!SPC CO C     -   0.99956722  x   0.99998599  =   0.99955321
 JL0748!UTM  13      -   0.99956722  x   1.00001966  =   0.99958687
 JL0748
 JL0748:                Primary Azimuth Mark                     Grid Az
 JL0748:SPC CO C     -  SUN                                      068 58 54.5
 JL0748:UTM  13      -  SUN                                      069 16 51.4
 JL0748
 JL0748|---------------------------------------------------------------------|
 JL0748| PID    Reference Object                     Distance      Geod. Az  |
 JL0748|                                                           dddmmss.s |
 JL0748| JL0747 SUN                                 APPROX. 1.7 KM 0675741.7 |
 JL0748|---------------------------------------------------------------------|
 JL0748
 JL0748                          SUPERSEDED SURVEY CONTROL
 JL0748
 JL0748  NAD 83(1986)-  38 31 32.38649(N)    107 07 03.50052(W) AD(       ) 3
 JL0748  NAD 27      -  38 31 32.41615(N)    107 07 01.31633(W) AD(       ) 3
 JL0748  NGVD 29 (07/19/86) 2772.2    (m)         9095.     (f) VERT ANG       
 JL0748
 JL0748.Superseded values are not recommended for survey control.
 JL0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0748.See file dsdata.txt to determine how the superseded data were derived.
 JL0748
 JL0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC1540366266(NAD 83)
 JL0748_MARKER: DD = SURVEY DISK
 JL0748_SETTING: 80 = SET IN A BOULDER
 JL0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0748+STABILITY: SURFACE MOTION
 JL0748
 JL0748  HISTORY     - Date     Condition        Report By
 JL0748  HISTORY     - 1950     MONUMENTED       USGS
 JL0748
 JL0748                          STATION DESCRIPTION
 JL0748
 JL0748'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JL0748'STATION LOCATED ABOUT 4 MI. AIRLINE NW. OF IOLA IN SEC. 7, T. 49 N.,
 JL0748'R. 2 W., ON TOP OF S END OF RIDGE W. OF WHERE BEAR SPRINGS GULCH
 JL0748'ENTERS MAIN GULCH.
 JL0748'
 JL0748'TO REACH STATION FROM IOLA SCHOOL HOUSE, GO E. 0.2 MI. TO STATE HWY.
 JL0748'149.  TURN LEFT N. ON HWY. 149 0.7 MI.TO U. S. HWY 50.  CROSS HWY. 50
 JL0748'PASS THROUGH GATE AND FOLLOW TRACK RD. N. 3.5 MI.  FROM THIS POINT
 JL0748'STATION  IS ON TOP OF POINT ABOUT 30 MIN. PACK W.
 JL0748'
 JL0748'STATION MARK - STANDARD TABLET CEMENTED IN BOULDER, STAMPED ---C-MAIN
 JL0748'1950---.
 JL0748'
 JL0748'REFERENCE MARKS -- NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0573 ***********************************************************************
 HK0573  DESIGNATION -  MAJOR
 HK0573  PID         -  HK0573
 HK0573  STATE/COUNTY-  CO/HUERFANO
 HK0573  USGS QUAD   -  BLACK HILLS (1963)
 HK0573
 HK0573                         *CURRENT SURVEY CONTROL
 HK0573  ___________________________________________________________________
 HK0573* NAD 83(1992)-  37 37 58.01977(N)    104 57 27.34898(W)     ADJUSTED  
 HK0573* NAVD 88     -      2208.5    (meters)    7246.     (feet)  VERTCON   
 HK0573  ___________________________________________________________________
 HK0573  LAPLACE CORR-          -9.61  (seconds)                    DEFLEC99
 HK0573  GEOID HEIGHT-         -17.20  (meters)                     GEOID03
 HK0573
 HK0573  HORZ ORDER  -  THIRD
 HK0573
 HK0573.The horizontal coordinates were established by classical geodetic methods
 HK0573.and adjusted by the National Geodetic Survey in January 1993..
 HK0573
 HK0573.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0573
 HK0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0573
 HK0573.The geoid height was determined by GEOID03.
 HK0573
 HK0573;                    North         East     Units Scale Factor Converg.
 HK0573;SPC CO S     -   412,162.662   962,276.412   MT  0.99995154   +0 19 57.7
 HK0573;SPC CO S     - 1,352,237.00  3,157,068.53   sFT  0.99995154   +0 19 57.7
 HK0573;UTM  13      - 4,165,073.680   503,741.363   MT  0.99960017   +0 01 33.2
 HK0573
 HK0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0573!SPC CO S     -   0.99965626  x   0.99995154  =   0.99960781
 HK0573!UTM  13      -   0.99965626  x   0.99960017  =   0.99925656
 HK0573
 HK0573                          SUPERSEDED SURVEY CONTROL
 HK0573
 HK0573  NAD 83(1992)-  37 37 58.00954(N)    104 57 27.33850(W) AD(       ) 3
 HK0573  NGVD 29 (06/01/92) 2207.4    (m)         7242.     (f) VERT ANG       
 HK0573
 HK0573.Superseded values are not recommended for survey control.
 HK0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0573.See file dsdata.txt to determine how the superseded data were derived.
 HK0573
 HK0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB0374165074(NAD 83)
 HK0573_MARKER: DD = SURVEY DISK
 HK0573_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 HK0573_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 HK0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0573+STABILITY: SURFACE MOTION
 HK0573
 HK0573  HISTORY     - Date     Condition        Report By
 HK0573  HISTORY     - 1963     MONUMENTED       USGS
 HK0573
 HK0573                          STATION DESCRIPTION
 HK0573
 HK0573'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 HK0573'STATION LOCATED ABOUT 9 MI. (AIRLINE) N. OF LAVETA AND ABOUT 2.5 MI.
 HK0573'SE. OF THE MAJOR RANCH ON THE HIGHEST POINT OF A TIMBERED E-W. RIDGE.
 HK0573'
 HK0573'TO REACH FROM LAVETA, GO NE. ALONG STATE HIGHWAY 111 2.0 MI. TO A
 HK0573'GRAVELED T-RD. W., THENCE NW. 1.5 MI. TO U.S. HIGHWAY 160, THENCE W.
 HK0573'ON HIGHWAY 160 0.3 MI. TO CONTINUATION OF STATE HIGHWAY 111 N.,
 HK0573'CONTINUE N. ALONG STATE 111 5.8 MI. TO TRAIL E., THENCE GENERALLY E.
 HK0573'ALONG TRAILS FOR 3.0 MI. TO POINT OF E-W. FENCE ABOUT 500 FT. S. OF
 HK0573'HIGH POINT ON RIDGE AND STATION SITE.
 HK0573'
 HK0573'STATION MARK--STANDARD TABLET IN TOP OF CONCRETE POST SET FLUSH WITH
 HK0573'GROUND, STAMPED---VABM MAJOR-ET 1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0662 ***********************************************************************
 JL0662  DESIGNATION -  MAJOR ET
 JL0662  PID         -  JL0662
 JL0662  STATE/COUNTY-  CO/GUNNISON
 JL0662  USGS QUAD   -  GARFIELD (1994)
 JL0662
 JL0662                         *CURRENT SURVEY CONTROL
 JL0662  ___________________________________________________________________
 JL0662* NAD 83(1992)-  38 30 03.81815(N)    106 22 31.07639(W)     ADJUSTED  
 JL0662* NAVD 88     -      3203.90   (+/-2cm)   10511.5    (feet)  VERTCON   
 JL0662  ___________________________________________________________________
 JL0662  LAPLACE CORR-           5.65  (seconds)                    DEFLEC99
 JL0662  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 JL0662
 JL0662  HORZ ORDER  -  THIRD
 JL0662  VERT ORDER  -  THIRD ? (See Below)
 JL0662
 JL0662.The horizontal coordinates were established by classical geodetic methods
 JL0662.and adjusted by the National Geodetic Survey in January 1993..
 JL0662
 JL0662.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0662.The vertical order pertains to the NGVD 29 superseded value.
 JL0662
 JL0662.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0662
 JL0662.The geoid height was determined by GEOID03.
 JL0662
 JL0662;                    North         East     Units Scale Factor Converg.
 JL0662;SPC CO C     -   379,291.348   838,050.114   MT  0.99999035   -0 33 07.4
 JL0662;SPC CO C     - 1,244,391.70  2,749,502.75   sFT  0.99999035   -0 33 07.4
 JL0662;UTM  13      - 4,262,307.214   380,075.993   MT  0.99977711   -0 51 22.6
 JL0662
 JL0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0662!SPC CO C     -   0.99949975  x   0.99999035  =   0.99949011
 JL0662!UTM  13      -   0.99949975  x   0.99977711  =   0.99927698
 JL0662
 JL0662:                Primary Azimuth Mark                     Grid Az
 JL0662:SPC CO C     -  SARGENTS ET                              203 17 18.2
 JL0662:UTM  13      -  SARGENTS ET                              203 35 33.4
 JL0662
 JL0662|---------------------------------------------------------------------|
 JL0662| PID    Reference Object                     Distance      Geod. Az  |
 JL0662|                                                           dddmmss.s |
 JL0662| JL0683 SARGENTS ET                         APPROX. 9.8 KM 2024410.8 |
 JL0662|---------------------------------------------------------------------|
 JL0662
 JL0662                          SUPERSEDED SURVEY CONTROL
 JL0662
 JL0662  NAD 83(1986)-  38 30 03.81942(N)    106 22 31.08500(W) AD(       ) 3
 JL0662  NAD 27      -  38 30 03.85846(N)    106 22 28.98824(W) AD(       ) 3
 JL0662  NGVD 29 (07/19/86) 3202.06   (m)        10505.4    (f) LEVELING    3  
 JL0662
 JL0662.Superseded values are not recommended for survey control.
 JL0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0662.See file dsdata.txt to determine how the superseded data were derived.
 JL0662
 JL0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC8007662307(NAD 83)
 JL0662_MARKER: DD = SURVEY DISK
 JL0662_SETTING: 66 = SET IN ROCK OUTCROP
 JL0662_SP_SET: SET IN ROCK OUTCROP
 JL0662_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0662+STABILITY: POSITION/ELEVATION WELL
 JL0662
 JL0662  HISTORY     - Date     Condition        Report By
 JL0662  HISTORY     - 1964     MONUMENTED       USGS
 JL0662
 JL0662                          STATION DESCRIPTION
 JL0662
 JL0662'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 JL0662'STATION LOCATED ABOUT 6 MI. NNE. OF SARGENTS, COLORADO, ON THE OLD
 JL0662'MONARCH PASS ROAD.
 JL0662'
 JL0662'STATION IS REACHED BY DRIVING N. FROM SARGENTS UP TOMICHI CREEK VIA
 JL0662'STATE ROAD 328 6.2 MI. TO OLD MONARCH PASS ROAD.  TURN RIGHT AND
 JL0662'FOLLOW OLD RD. 6.1 MI.  STATION IS ON N. SIDE OF RD. AND 30 FT.
 JL0662'ABOVE RD., IN CENTER OF OLD LOGGING TRAIL.
 JL0662'
 JL0662'STATION MARK--STANDARD TABLET 2 X 2 FT., ABOUT 5 IN. BELOW SURFACE
 JL0662'OF OLD LOGGING RD., CEMENTED IN SET ROCK, STAMPED ---MAJOR-ET
 JL0662'1964---.
 JL0662'
 JL0662'A RING OF LARGE STONES MARKS SURFACE LOCATION.
 JL0662'
 JL0662'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1623 ***********************************************************************
 KK1623  DESIGNATION -  MANCHE
 KK1623  PID         -  KK1623
 KK1623  STATE/COUNTY-  CO/ELBERT
 KK1623  USGS QUAD   -  BIG GULCH (1970)
 KK1623
 KK1623                         *CURRENT SURVEY CONTROL
 KK1623  ___________________________________________________________________
 KK1623* NAD 83(1992)-  39 22 03.76375(N)    104 21 10.46861(W)     ADJUSTED  
 KK1623* NAVD 88     -      1932.9    (meters)    6342.     (feet)  VERTCON   
 KK1623  ___________________________________________________________________
 KK1623  LAPLACE CORR-          -6.30  (seconds)                    DEFLEC99
 KK1623  GEOID HEIGHT-         -18.04  (meters)                     GEOID03
 KK1623
 KK1623  HORZ ORDER  -  SECOND
 KK1623
 KK1623.The horizontal coordinates were established by classical geodetic methods
 KK1623.and adjusted by the National Geodetic Survey in January 1993..
 KK1623
 KK1623.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1623
 KK1623.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1623
 KK1623.The geoid height was determined by GEOID03.
 KK1623
 KK1623;                    North         East     Units Scale Factor Converg.
 KK1623;SPC CO C     -   475,753.380 1,013,246.017   MT  0.99994671   +0 43 24.5
 KK1623;SPC CO C     - 1,560,867.55  3,324,291.31   sFT  0.99994671   +0 43 24.5
 KK1623;UTM  13      - 4,357,782.949   555,741.890   MT  0.99963826   +0 24 37.6
 KK1623
 KK1623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1623!SPC CO C     -   0.99969966  x   0.99994671  =   0.99964639
 KK1623!UTM  13      -   0.99969966  x   0.99963826  =   0.99933803
 KK1623
 KK1623:                Primary Azimuth Mark                     Grid Az
 KK1623:SPC CO C     -  RIDGE                                    076 09 01.7
 KK1623:UTM  13      -  RIDGE                                    076 27 48.6
 KK1623
 KK1623|---------------------------------------------------------------------|
 KK1623| PID    Reference Object                     Distance      Geod. Az  |
 KK1623|                                                           dddmmss.s |
 KK1623| KK1603 RIDGE                               APPROX.12.6 KM 0765226.2 |
 KK1623| CP7697 MANCHE RM 1                          15.476 METERS 18303     |
 KK1623| CP7698 MANCHE RM 2                          13.486 METERS 27007     |
 KK1623|---------------------------------------------------------------------|
 KK1623
 KK1623                          SUPERSEDED SURVEY CONTROL
 KK1623
 KK1623  NAD 83(1986)-  39 22 03.75693(N)    104 21 10.46655(W) AD(       ) 2
 KK1623  NAD 27      -  39 22 03.80893(N)    104 21 08.59127(W) AD(       ) 2
 KK1623  NGVD 29 (07/19/86) 1932.0    (m)         6339.     (f) VERT ANG       
 KK1623
 KK1623.Superseded values are not recommended for survey control.
 KK1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1623.See file dsdata.txt to determine how the superseded data were derived.
 KK1623
 KK1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED5574257783(NAD 83)
 KK1623_MARKER: Z = SEE DESCRIPTION
 KK1623_SETTING: 0 = UNSPECIFIED SETTING
 KK1623
 KK1623  HISTORY     - Date     Condition        Report By
 KK1623  HISTORY     - 1970     MONUMENTED       USGS
 KK1623
 KK1623                          STATION DESCRIPTION
 KK1623
 KK1623'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEP)
 KK1623'STATION IS LOCATED EAST 15 DEGREES NORTH ABOUT 6 MILES AIRLINE
 KK1623'FROM KIOWA, COLORADO, WEST 12 DEGREES NORTH ABOUT 37 MILES AIRLINE
 KK1623'FROM LIMON, COLORADO, ON A RIDGE ON THE WEST SIDE OF COMANCHE
 KK1623'CREEK, ABOUT 150 FEET SOUTH OF AN EAST-WEST FENCE, 7 FEET
 KK1623'NORTHEAST OF A USGS WITNESS SIGN MOUNTED ON A METAL POST, AND ON
 KK1623'STATE OWNED LAND.
 KK1623'
 KK1623'TO REACH THE STATION FROM THE POST OFFICE AT KIOWA, COLORADO,
 KK1623'PROCEED GENERALLY SOUTHEAST ON STATE HIGHWAY 86 FOR 5.5 MILES
 KK1623'TO T-ROAD JUNCTION NORTH.  TURN LEFT (NORTH) AND PROCEED 2.2
 KK1623'MILES ON GRADED ROAD TO Y-ROAD JUNCTION.  TURN LEFT (NORTH) AND
 KK1623'FOLLOW TRACK ROAD ALONG FENCE FOR 0.1 MILE TO OLD TRACK ROAD
 KK1623'NORTHEAST, TURN RIGHT (NORTHEAST) AND FOLLOW OLD TRACK ROAD 0.3
 KK1623'MILE TO GATE.  PASS THROUGH GATE AND PROCEED GENERALLY NORTH
 KK1623'ALONG TRACK ROAD 0.6 MILE TO ANOTHER GATE.  PASS THROUGH GATE AND
 KK1623'CONTINUE GENERALLY NORTH ALONG TOP OF RIDGE ON DIM TRACK ROAD FOR
 KK1623'1.0 MILE TO THE STATION.
 KK1623'
 KK1623'ALL MARKS ARE USGS BRASS TABLETS SOLDERED TO COPPER COATED STEEL
 KK1623'RODS CENTERED IN TILE 6 INCHES IN DIAMETER AND 12 INCHES LONG FILLED
 KK1623'WITH GRAVEL AND SET FLUSH WITH GROUND SURFACE.
 KK1623'
 KK1623'STATION MARK IS A ROD DRIVEN 15 FEET TO REFUSAL.  TABLET
 KK1623'STAMPED MANCHE ET 1970.
 KK1623'
 KK1623'REFERENCE MARK NO. 1 IS A ROD DRIVEN 15 FEET TO REFUSAL.  TABLET
 KK1623'STAMPED MANCHE ET 1 1970.
 KK1623'
 KK1623'REFERENCE MARK NO. 2 IS A ROD DRIVEN 13 FEET TO REFUSAL.  TABLET
 KK1623'STAMPED MANCHE ET 2 1970.
 KK1623'
 KK1623'STATION RIDGE ET 1970 IS VISIBLE FROM THE GROUND AT THE STATION
 KK1623'AND WILL SERVE AS THE AZIMUTH MARK.
 KK1623'
 KK1623'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0611 ***********************************************************************
 HK0611  DESIGNATION -  MANGINI
 HK0611  PID         -  HK0611
 HK0611  STATE/COUNTY-  CO/PUEBLO
 HK0611  USGS QUAD   -  COLORADO CITY (1975)
 HK0611
 HK0611                         *CURRENT SURVEY CONTROL
 HK0611  ___________________________________________________________________
 HK0611* NAD 83(1992)-  37 55 53.76772(N)    104 52 28.69347(W)     ADJUSTED  
 HK0611* NAVD 88     -      1888.5    (meters)    6196.     (feet)  GPS OBS   
 HK0611  ___________________________________________________________________
 HK0611  X           -  -1,293,427.460 (meters)                     COMP
 HK0611  Y           -  -4,869,731.904 (meters)                     COMP
 HK0611  Z           -   3,900,608.853 (meters)                     COMP
 HK0611  LAPLACE CORR-         -15.29  (seconds)                    DEFLEC99
 HK0611  ELLIP HEIGHT-        1871.02  (meters)          (12/03/02) GPS OBS
 HK0611  GEOID HEIGHT-         -17.29  (meters)                     GEOID03
 HK0611
 HK0611  HORZ ORDER  -  FIRST
 HK0611  ELLP ORDER  -  FOURTH    CLASS II
 HK0611
 HK0611.The horizontal coordinates were established by GPS observations
 HK0611.and adjusted by the National Geodetic Survey in August 1994..
 HK0611
 HK0611.The orthometric height was determined by GPS observations and a
 HK0611.high-resolution geoid model.
 HK0611
 HK0611.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HK0611
 HK0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0611
 HK0611.The ellipsoidal height was determined by GPS observations
 HK0611.and is referenced to NAD 83.
 HK0611
 HK0611.The geoid height was determined by GEOID03.
 HK0611
 HK0611;                    North         East     Units Scale Factor Converg.
 HK0611;SPC CO S     -   445,372.541   969,376.637   MT  0.99994684   +0 23 00.9
 HK0611;SPC CO S     - 1,461,193.08  3,180,363.18   sFT  0.99994684   +0 23 00.9
 HK0611;UTM  13      - 4,198,233.589   511,016.747   MT  0.99960149   +0 04 37.4
 HK0611
 HK0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0611!SPC CO S     -   0.99970649  x   0.99994684  =   0.99965335
 HK0611!UTM  13      -   0.99970649  x   0.99960149  =   0.99930810
 HK0611
 HK0611                          SUPERSEDED SURVEY CONTROL
 HK0611
 HK0611  ELLIP H (08/30/94) 1871.03   (m)                       GP(       ) 4 1
 HK0611
 HK0611.Superseded values are not recommended for survey control.
 HK0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0611.See file dsdata.txt to determine how the superseded data were derived.
 HK0611
 HK0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB1101798234(NAD 83)
 HK0611_MARKER: DH = HORIZONTAL CONTROL DISK
 HK0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0611_SP_SET: CONCRETE POST
 HK0611_STAMPING: MANGINI 1993
 HK0611_MARK LOGO: NGS   
 HK0611_MAGNETIC: N = NO MAGNETIC MATERIAL
 HK0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0611+STABILITY: SURFACE MOTION
 HK0611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HK0611+SATELLITE: SATELLITE OBSERVATIONS - 1993
 HK0611
 HK0611  HISTORY     - Date     Condition        Report By
 HK0611  HISTORY     - 1993     MONUMENTED       CODOT
 HK0611
 HK0611                          STATION DESCRIPTION
 HK0611
 HK0611'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1993
 HK0611'STATION IS LOCATED ABOUT 3 MI (4.8 KM) EAST OF RYE AND 3MI SOUTHWEST
 HK0611'OF COLORADO CITY IN SEC 27, T 24 S, R 67 W OF THE 6TH PM.
 HK0611'OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION RIGHT OF WAY
 HK0611'TO REACH THE STATION FROM THE JUNCTION OF I-25 AND S.H.165 (EXIT 74)
 HK0611'PROCEED WEST ALONG S.H. 165 5.0 MI (8.0 KM) TO THE STATION ON THE LEFT
 HK0611'AT MILEPOST 31.8.
 HK0611'STATION MARK IS A NGS BRASS HORIZONTAL CONTROL DISK SET INTO A
 HK0611'CONCRETE POST SET FLUSH WITH THE GROUND, ON TOP OF A SMALL KNOLL,
 HK0611'13.0 M (42.7 FT) SOUTH OF CENTERLINE OF S.H. 165, 1.2 M (3.9 FT)
 HK0611'HIGHER THAN THE ROAD, 53 M (173.9 FT) NORTH OF THE CENTERLINE OF AN
 HK0611'EAST-WEST TRACK ROAD AND 1 M (3.3 FT) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3424 ***********************************************************************
 AA3424  DESIGNATION -  MANLEY
 AA3424  PID         -  AA3424
 AA3424  STATE/COUNTY-  CO/DOUGLAS
 AA3424  USGS QUAD   -  RUSSELLVILLE GULCH (1994)
 AA3424
 AA3424                         *CURRENT SURVEY CONTROL
 AA3424  ___________________________________________________________________
 AA3424* NAD 83(1992)-  39 17 22.06280(N)    104 39 52.94519(W)     ADJUSTED  
 AA3424* NAVD 88     -      2071.9    (meters)    6798.     (feet)  GPS OBS   
 AA3424  ___________________________________________________________________
 AA3424  X           -  -1,251,793.066 (meters)                     COMP
 AA3424  Y           -  -4,783,554.094 (meters)                     COMP
 AA3424  Z           -   4,018,540.928 (meters)                     COMP
 AA3424  LAPLACE CORR-          -5.36  (seconds)                    DEFLEC99
 AA3424  ELLIP HEIGHT-        2054.65  (meters)          (12/03/02) GPS OBS
 AA3424  GEOID HEIGHT-         -17.29  (meters)                     GEOID03
 AA3424
 AA3424  HORZ ORDER  -  FIRST
 AA3424  ELLP ORDER  -  FOURTH    CLASS II
 AA3424
 AA3424.The horizontal coordinates were established by GPS observations
 AA3424.and adjusted by the National Geodetic Survey in December 1994..
 AA3424
 AA3424.The orthometric height was determined by GPS observations and a
 AA3424.high-resolution geoid model.
 AA3424
 AA3424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3424
 AA3424.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3424
 AA3424.The ellipsoidal height was determined by GPS observations
 AA3424.and is referenced to NAD 83.
 AA3424
 AA3424.The geoid height was determined by GEOID03.
 AA3424
 AA3424;                    North         East     Units Scale Factor Converg.
 AA3424;SPC CO C     -   466,773.608   986,459.263   MT  0.99994130   +0 31 36.5
 AA3424;SPC CO C     - 1,531,406.41  3,236,408.43   sFT  0.99994130   +0 31 36.5
 AA3424;UTM  13      - 4,348,952.855   528,914.973   MT  0.99961029   +0 12 44.4
 AA3424
 AA3424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3424!SPC CO C     -   0.99967775  x   0.99994130  =   0.99961907
 AA3424!UTM  13      -   0.99967775  x   0.99961029  =   0.99928816
 AA3424
 AA3424                          SUPERSEDED SURVEY CONTROL
 AA3424
 AA3424  ELLIP H (12/14/94) 2054.69   (m)                       GP(       ) 3 1
 AA3424
 AA3424.Superseded values are not recommended for survey control.
 AA3424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3424.See file dsdata.txt to determine how the superseded data were derived.
 AA3424
 AA3424_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED2891548953(NAD 83)
 AA3424_MARKER: DD = SURVEY DISK
 AA3424_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA3424_STAMPING: MANLEY
 AA3424_MARK LOGO: DCGIS 
 AA3424_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA3424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3424+STABILITY: SURFACE MOTION
 AA3424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3424+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3424
 AA3424  HISTORY     - Date     Condition        Report By
 AA3424  HISTORY     - 1993     MONUMENTED       MSAM
 AA3424
 AA3424                          STATION DESCRIPTION
 AA3424
 AA3424'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1993 (KCH)
 AA3424'THE STATION IS ABOUT 17 MILES (27.4 KM) SOUTHEAST OF THE TOWN OF
 AA3424'PARKER COLO., IN SECTION 4, TOWNSHIP 9 SOUTH, RANGE 65 WEST OF THE 6TH
 AA3424'P.M. OWNERSHIP-- DOUGLAS COUNTY TO REACH THE STATION FROM THE
 AA3424'INTERSECTION OF STATE HIGHWAY 83 (PARKER ROAD) AND STATE HIGHWAY 86 IN
 AA3424'FRANKTOWN COLO. GO SOUTH ON STATE HIGHWAY 83 FOR 1 MILE (1.6 KM) TO
 AA3424'RUSSELLVILLE GULCH ROAD, GO EAST AND SOUTHEAST ON RUSSELLVILLE GULCH
 AA3424'ROAD FOR 7.7 MILES (12.4 KM) TO HEIDMANN ROAD, GO EAST ON HEIDMANN
 AA3424'ROAD FOR 1.42 MILES (2.29 KM) TO THE STATION ON THE NORTH SIDE OF THE
 AA3424'ROAD. THE STATION IS A BRASS DISK SET IN CONCRETE FLUSH WITH THE
 AA3424'GROUND AND MARKED WITH A DOUGLAS COUNTY FIBERGLASS WITNESS POST, IT IS
 AA3424'132.4 FEET (40.4 M) NORTHEAST OF A BRASS SHINNER 22568 ON A POWER POLE
 AA3424'SOUTH OF THE ROADWAY, 64.3 FEET (19.6 M) NORTHEAST OF A BRASS SHINNER
 AA3424'22568 ON A POWER POLE SOUTH OF THE ROADWAY, AND 88.9 FEET (27.1 M)
 AA3424'NORTHWEST OF A BRASS SHINNER 22568 ON A POWER POLE SOUTH OF THE
 AA3424'ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0553 ***********************************************************************
 LK0553  DESIGNATION -  MANN
 LK0553  PID         -  LK0553
 LK0553  STATE/COUNTY-  CO/YUMA
 LK0553  USGS QUAD   -  YUMA NE (1971)
 LK0553
 LK0553                         *CURRENT SURVEY CONTROL
 LK0553  ___________________________________________________________________
 LK0553* NAD 83(1992)-  40 07 32.06673(N)    102 31 00.77599(W)     ADJUSTED  
 LK0553* NAVD 88     -      1238.6    (meters)    4064.     (feet)  VERTCON   
 LK0553  ___________________________________________________________________
 LK0553  LAPLACE CORR-          -3.46  (seconds)                    DEFLEC99
 LK0553  GEOID HEIGHT-         -21.48  (meters)                     GEOID03
 LK0553
 LK0553  HORZ ORDER  -  FIRST
 LK0553
 LK0553.The horizontal coordinates were established by classical geodetic methods
 LK0553.and adjusted by the National Geodetic Survey in January 1993..
 LK0553
 LK0553.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0553
 LK0553.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0553
 LK0553.The geoid height was determined by GEOID03.
 LK0553
 LK0553;                    North         East     Units Scale Factor Converg.
 LK0553;SPC CO N     -   397,039.599 1,168,616.191   MT  0.99995922   +1 55 39.0
 LK0553;SPC CO N     - 1,302,620.75  3,834,034.95   sFT  0.99995922   +1 55 39.0
 LK0553;UTM  13      - 4,444,650.623   711,580.764   MT  1.00015112   +1 36 03.2
 LK0553
 LK0553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0553!SPC CO N     -   0.99980910  x   0.99995922  =   0.99976832
 LK0553!UTM  13      -   0.99980910  x   1.00015112  =   0.99996019
 LK0553
 LK0553|---------------------------------------------------------------------|
 LK0553| PID    Reference Object                     Distance      Geod. Az  |
 LK0553|                                                           dddmmss.s |
 LK0553| CP7700 MANN RM 1                            44.629 METERS 00623     |
 LK0553| LK0537 ECKLEY WATER TANK                   APPROX. 2.6 KM 1202736.6 |
 LK0553| CP7699 MANN AZ MK                                         1385018.7 |
 LK0553| CP7701 MANN RM 2                            39.408 METERS 23629     |
 LK0553|---------------------------------------------------------------------|
 LK0553
 LK0553                          SUPERSEDED SURVEY CONTROL
 LK0553
 LK0553  NAD 83(1986)-  40 07 32.06409(N)    102 31 00.77321(W) AD(       ) 1
 LK0553  NAD 27      -  40 07 32.11100(N)    102 30 59.02900(W) AD(       ) 1
 LK0553  NGVD 29 (07/19/86) 1238.1    (m)         4062.     (f) VERT ANG       
 LK0553
 LK0553.Superseded values are not recommended for survey control.
 LK0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0553.See file dsdata.txt to determine how the superseded data were derived.
 LK0553
 LK0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE1158144651(NAD 83)
 LK0553_MARKER: DS = TRIANGULATION STATION DISK
 LK0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0553
 LK0553  HISTORY     - Date     Condition        Report By
 LK0553  HISTORY     - 1935     MONUMENTED       CGS
 LK0553  HISTORY     - 1971     SEE DESCRIPTION  USGS
 LK0553
 LK0553                          STATION DESCRIPTION
 LK0553
 LK0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LK0553'STATION LIES 1/4 MILE NORTHWEST OF THE C.O. MANN FARMHOUSE,
 LK0553'IN HIS PASTURE, ABOUT 45 YARDS EAST-NORTHEAST OF THE HIGHEST
 LK0553'POINT IN THE VICINITY, AND IS 1 MILE NORTH AND 1-1/2 MILES
 LK0553'WEST OF ECKLEY.  STATION MARK PROJECTS 3 INCHES.
 LK0553'
 LK0553'REFERENCE MARK NO. 1 STAMPED 1934 BY MISTAKE, IS
 LK0553'NORTH OF STATION, AND PROJECTS 3 INCHES.
 LK0553'
 LK0553'REFERENCE MARK NO. 2 IS SOUTHWEST OF STATION,
 LK0553'AND PROJECTS 3 INCHES.
 LK0553'
 LK0553'AZIMUTH MARK IS 45 FEET SOUTHWEST OF A FARMHOUSE,
 LK0553'SOUTHEAST OF STATION, 18 FEET EAST OF A FENCE, AND PROJECTS 2
 LK0553'INCHES.
 LK0553'
 LK0553'ALL OBJECTS ARE VISIBLE FROM GROUND.  A 10-FOOT STAND WAS
 LK0553'USED.
 LK0553'
 LK0553'STATION IS REACHED FROM ECKLEY RAILROAD DEPOT BY DRIVING ON
 LK0553'LEFT FORK NORTHWEST AND NORTH 0.1 MILE, TURN LEFT (WEST)
 LK0553'1.2 MILES, TURN RIGHT (NORTH) 0.3 MILE, PASS THROUGH GATE AND
 LK0553'FOLLOW TRAIL NORTHWESTERLY 0.2 MILE, PASS THROUGH GATE NORTH OF
 LK0553'MANN FARMHOUSE AND TURN RIGHT (NORTH) FOLLOWING TRAIL ALONG WEST
 LK0553'SIDE OF FENCE 0.6 MILE, AT FENCE CORNER TURN HALF LEFT
 LK0553'(NORTHWEST) ACROSS COUNTRY 0.1 MILE TO TOP OF RIDGE, TURN SHARP
 LK0553'LEFT (SOUTH) ALONG TOP OF RIDGE 0.1 MILE, CROSS FENCE
 LK0553'AND CONTINUE SOUTHERLY ALONG TOP OF RIDGE 0.4 MILE TO
 LK0553'APPROXIMATE HIGHEST POINT AND STATION.
 LK0553
 LK0553                          STATION RECOVERY (1971)
 LK0553
 LK0553'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (HH)
 LK0553'THIS STATION WAS NOT OCCUPIED, THUS DISTANCES AND DIRECTIONS
 LK0553'TO THE REFERENCE MARKS WERE NOT REMEASURED.
 LK0553'
 LK0553'STATION CAN BE REACHED FROM THE ECKLEY, COLORADO, RAILROAD
 LK0553'DEPOT BY DRIVING ON LEFT FORK NORTHWEST AND NORTH FOR 0.1
 LK0553'MILE TO TRACK ROAD.  TURN LEFT (WEST) AND GO 0.1 MILE TO
 LK0553'GATE.  PASS THROUGH GATE AND CONTINUE WEST FOR 1.0 MILE TO
 LK0553'FENCE.  TURN RIGHT (NORTH) AND GO 0.2 MILE ON EAST SIDE OF
 LK0553'FENCE TO GATE.  PASS THROUGH GATE AND FOLLOW TRACK ROAD FOR
 LK0553'0.3 MILE TO WINDMILL.  CONTINUE NORTHERLY ON TRACK ROAD FOR
 LK0553'0.5 MILE TO RIDGE.  TURN LEFT (SOUTHERLY) AND GO ACROSS
 LK0553'COUNTRY ON RIDGE FOR 0.4 MILE TO HIGH POINT AND STATION SITE.
 LK0553'
 LK0553'THE STATION AND REFERENCE MARKS ARE STANDARD USC AND GS
 LK0553'BRONZE DISKS, SET IN CONCRETE POSTS PROJECTING 0.5 FEET ABOVE
 LK0553'GROUND.
 LK0553'
 LK0553'STATION MARK--DISK STAMPED MANN 1935.
 LK0553'
 LK0553'REFERENCE MARK NO. 1--DISK STAMPED MANN 1 1935.
 LK0553'
 LK0553'REFERENCE MARK NO. 2--DISK STAMPED MANN 2 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0961 ***********************************************************************
 JJ0961  DESIGNATION -  MANZANOLA WATER TANK
 JJ0961  PID         -  JJ0961
 JJ0961  STATE/COUNTY-  CO/OTERO
 JJ0961  USGS QUAD   -  MANZANOLA (1954)
 JJ0961
 JJ0961                         *CURRENT SURVEY CONTROL
 JJ0961  ___________________________________________________________________
 JJ0961* NAD 83(1992)-  38 06 18.88591(N)    103 52 02.47933(W)     ADJUSTED  
 JJ0961* NAVD 88     -      1303.     (meters)    4275.     (feet)  SCALED    
 JJ0961  ___________________________________________________________________
 JJ0961  LAPLACE CORR-          -4.62  (seconds)                    DEFLEC99
 JJ0961  GEOID HEIGHT-         -21.30  (meters)                     GEOID03
 JJ0961
 JJ0961  HORZ ORDER  -  THIRD
 JJ0961
 JJ0961.The horizontal coordinates were established by classical geodetic methods
 JJ0961.and adjusted by the National Geodetic Survey in January 1993..
 JJ0961
 JJ0961.The orthometric height was scaled from a topographic map.
 JJ0961
 JJ0961.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0961
 JJ0961.The geoid height was determined by GEOID03.
 JJ0961
 JJ0961;                    North         East     Units Scale Factor Converg.
 JJ0961;SPC CO S     -   465,712.801 1,057,582.332   MT  0.99995656   +1 00 05.1
 JJ0961;SPC CO S     - 1,527,926.08  3,469,751.37   sFT  0.99995656   +1 00 05.1
 JJ0961;UTM  13      - 4,218,098.147   599,302.442   MT  0.99972145   +0 41 56.5
 JJ0961
 JJ0961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0961!SPC CO S     -   0.99979897  x   0.99995656  =   0.99975554
 JJ0961!UTM  13      -   0.99979897  x   0.99972145  =   0.99952048
 JJ0961
 JJ0961                          SUPERSEDED SURVEY CONTROL
 JJ0961
 JJ0961  NAD 83(1986)-  38 06 18.86778(N)    103 52 02.47790(W) AD(       ) 4
 JJ0961  NAD 27      -  38 06 18.84551(N)    103 52 00.63992(W) AD(       ) 3
 JJ0961
 JJ0961.Superseded values are not recommended for survey control.
 JJ0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0961.See file dsdata.txt to determine how the superseded data were derived.
 JJ0961
 JJ0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC9930218098(NAD 83)
 JJ0961_MARKER: 51 = TANK
 JJ0961
 JJ0961  HISTORY     - Date     Condition        Report By
 JJ0961  HISTORY     - 1949     FIRST OBSERVED   USGS
 JJ0961
 JJ0961                          STATION DESCRIPTION
 JJ0961
 JJ0961'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 JJ0961'WATER TANK LOCATED NEAR CENTER OF CITY OF MANZANOLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0508 ***********************************************************************
 LK0508  DESIGNATION -  MAR DILLY ET
 LK0508  PID         -  LK0508
 LK0508  STATE/COUNTY-  CO/PHILLIPS
 LK0508  USGS QUAD   -  HOLYOKE NW (1980)
 LK0508
 LK0508                         *CURRENT SURVEY CONTROL
 LK0508  ___________________________________________________________________
 LK0508* NAD 83(1992)-  40 41 13.53391(N)    102 22 36.03855(W)     ADJUSTED  
 LK0508* NAVD 88     -      1175.74   (+/-2cm)    3857.4    (feet)  VERTCON   
 LK0508  ___________________________________________________________________
 LK0508  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 LK0508  GEOID HEIGHT-         -20.66  (meters)                     GEOID03
 LK0508
 LK0508  HORZ ORDER  -  THIRD
 LK0508  VERT ORDER  -  THIRD ? (See Below)
 LK0508
 LK0508.The horizontal coordinates were established by classical geodetic methods
 LK0508.and adjusted by the National Geodetic Survey in January 1993..
 LK0508
 LK0508.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0508.The vertical order pertains to the NGVD 29 superseded value.
 LK0508
 LK0508.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0508
 LK0508.The geoid height was determined by GEOID03.
 LK0508
 LK0508;                    North         East     Units Scale Factor Converg.
 LK0508;SPC CO N     -   459,762.507 1,178,363.635   MT  0.99998580   +2 01 05.1
 LK0508;SPC CO N     - 1,508,404.16  3,866,014.69   sFT  0.99998580   +2 01 05.1
 LK0508;UTM  13      - 4,507,331.999   721,677.298   MT  1.00020490   +1 42 39.3
 LK0508
 LK0508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0508!SPC CO N     -   0.99981884  x   0.99998580  =   0.99980464
 LK0508!UTM  13      -   0.99981884  x   1.00020490  =   1.00002370
 LK0508
 LK0508:                Primary Azimuth Mark                     Grid Az
 LK0508:SPC CO N     -  AMHERST                                  089 54 57.9
 LK0508:UTM  13      -  AMHERST                                  090 13 23.7
 LK0508
 LK0508|---------------------------------------------------------------------|
 LK0508| PID    Reference Object                     Distance      Geod. Az  |
 LK0508|                                                           dddmmss.s |
 LK0508| LK0502 AMHERST                             APPROX.17.9 KM 0915603.0 |
 LK0508|---------------------------------------------------------------------|
 LK0508
 LK0508                          SUPERSEDED SURVEY CONTROL
 LK0508
 LK0508  NAD 83(1986)-  40 41 13.53155(N)    102 22 36.03923(W) AD(       ) 3
 LK0508  NAD 27      -  40 41 13.55410(N)    102 22 34.37226(W) AD(       ) 3
 LK0508  NGVD 29 (07/19/86) 1175.26   (m)         3855.8    (f) LEVELING    3  
 LK0508
 LK0508.Superseded values are not recommended for survey control.
 LK0508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0508.See file dsdata.txt to determine how the superseded data were derived.
 LK0508
 LK0508_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF2167707332(NAD 83)
 LK0508
 LK0508  HISTORY     - Date     Condition        Report By
 LK0508  HISTORY     - UNK      MONUMENTED
 LK0508  HISTORY     - 1962     GOOD             USGS
 LK0508
 LK0508                          STATION DESCRIPTION
 LK0508
 LK0508'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LK0508'STATION IS LOCATED ABOUT 8 MI. NNW. OF HOLYOKE, ABOUT 7 MI. NE. OF
 LK0508'PAOLI, 37 FT. W. AND 32 FT. S. OF THE CROSSROADS OF A N-S. AND AN
 LK0508'E-W. GRADED FARM RD., 4 FT. W. AND 4 FT. S. OF A FENCE CORNER, NEAR
 LK0508'CORNER SEC. 3, 4, 9, 10, T 8 N, R 45 W.
 LK0508'
 LK0508'TO REACH FROM HOLYOKE, DRIVE N. ON U.S. HIGHWAY 385 FOR 7 MI.
 LK0508'TO AN E-W. GRADED FARM RD., GO W. ON THE GRADED FARM RD. FOR 4 MI.
 LK0508'TO THE CROSSROADS AND THE STATION MARK.
 LK0508'
 LK0508'THE STATION WAS RECOVERED IN GOOD CONDITION.
 LK0508'
 LK0508'STATION MARK--STANDARD ALUMINUM TABLET, STAMPED ---MAR DILLY E.T.
 LK0508'1960---, SET IN A CONCRETE POST, PROJECTING 0.3 FT.
 LK0508'
 LK0508'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH8748 ***********************************************************************
 AH8748  DESIGNATION -  MARCELLA
 AH8748  PID         -  AH8748
 AH8748  STATE/COUNTY-  CO/HUERFANO
 AH8748  USGS QUAD   -  LA VETA (1963)
 AH8748
 AH8748                         *CURRENT SURVEY CONTROL
 AH8748  ___________________________________________________________________
 AH8748* NAD 83(1992)-  37 33 12.03434(N)    105 06 57.51902(W)     ADJUSTED  
 AH8748* NAVD 88     -      2410.5    (meters)    7908.     (feet)  GPS OBS   
 AH8748  ___________________________________________________________________
 AH8748  X           -  -1,320,739.811 (meters)                     COMP
 AH8748  Y           -  -4,889,457.788 (meters)                     COMP
 AH8748  Z           -   3,867,718.649 (meters)                     COMP
 AH8748  LAPLACE CORR-         -13.01  (seconds)                    DEFLEC99
 AH8748  ELLIP HEIGHT-        2394.20  (meters)          (12/03/02) GPS OBS
 AH8748  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 AH8748
 AH8748  HORZ ORDER  -  FIRST
 AH8748  ELLP ORDER  -  FOURTH    CLASS II
 AH8748
 AH8748.The horizontal coordinates were established by GPS observations
 AH8748.and adjusted by the National Geodetic Survey in April 1999..
 AH8748
 AH8748.The orthometric height was determined by GPS observations and a
 AH8748.high-resolution geoid model.
 AH8748
 AH8748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH8748
 AH8748.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH8748
 AH8748.The ellipsoidal height was determined by GPS observations
 AH8748.and is referenced to NAD 83.
 AH8748
 AH8748.The geoid height was determined by GEOID03.
 AH8748
 AH8748;                    North         East     Units Scale Factor Converg.
 AH8748;SPC CO S     -   403,276.824   948,333.474   MT  0.99995734   +0 14 08.0
 AH8748;SPC CO S     - 1,323,084.05  3,111,324.07   sFT  0.99995734   +0 14 08.0
 AH8748;UTM  13      - 4,156,265.687   489,756.035   MT  0.99960129   -0 04 14.5
 AH8748
 AH8748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH8748!SPC CO S     -   0.99962444  x   0.99995734  =   0.99958179
 AH8748!UTM  13      -   0.99962444  x   0.99960129  =   0.99922588
 AH8748
 AH8748                          SUPERSEDED SURVEY CONTROL
 AH8748
 AH8748  ELLIP H (04/26/99) 2394.19   (m)                       GP(       ) 4 2
 AH8748
 AH8748.Superseded values are not recommended for survey control.
 AH8748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH8748.See file dsdata.txt to determine how the superseded data were derived.
 AH8748
 AH8748_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB8975656266(NAD 83)
 AH8748_MARKER: DG = GRAVITY STATION DISK
 AH8748_SETTING: 66 = SET IN ROCK OUTCROP
 AH8748_STAMPING: MARCELLA 1998
 AH8748_MARK LOGO: NGS   
 AH8748_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH8748_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH8748+STABILITY: POSITION/ELEVATION WELL
 AH8748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH8748+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH8748
 AH8748  HISTORY     - Date     Condition        Report By
 AH8748  HISTORY     - 1998     MONUMENTED       NGS
 AH8748
 AH8748                          STATION DESCRIPTION
 AH8748
 AH8748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 AH8748'THE STATION IS LOCATED ABOUT 19 MI (30.6 KM) WEST-SOUTHWEST OF
 AH8748'WALSENBURG, 7 MI (11.3 KM) SOUTHEAST OF LA VETA PASS AND 6 MI (9.7 KM)
 AH8748'NORTHWEST OF LA VETA, IN THE SOUTHEAST 1/4 OF SECTION 4, T 29 S, R 69
 AH8748'W, AT U.  S.  HIGHWAY 160 MILEPOST 285.2. OWNERSHIP--COLORADO DEPT.
 AH8748'OF TRANSPORTATION RIGHT-OF-WAY TO REACH THE STATION FROM THE
 AH8748'INTERSECTION OF U.S.  HIGHWAY 160 AND STATE HIGHWAY 12 ABOUT 5 MI (8.0
 AH8748'KM) NORTHEAST FROM THE TOWN OF LA VETA, GO WEST ON U.  S.  HIGHWAY 160
 AH8748'FOR 8.8 MI (14.2 KM) TO THE STATION ON THE LEFT THE MARK IS A STANDARD
 AH8748'DISK SET INTO THE TOP OF A SANDSTONE OUTCROP 3M BY 1.5 M (4.9 FT)
 AH8748'PROJECTING 15 CM ABOVE THE GROUND.  IT IS 31.3 M (102.7 FT) SOUTH FROM
 AH8748'THE CENTER LINE OF U.  S.  HIGHWAY 160, 31.1 M (102.0 FT)
 AH8748'WEST-NORTHWEST FROM A TELEPHONE RISER BOX NUMBER --32969/045350--, 7.2
 AH8748'M (23.6 FT) NORTH FROM THE RIGHT-OF-WAY FENCE, 1.75 M (5.74 FT) NORTH
 AH8748'FROM A WITNESS POST AND ABOUT 1 M (3.3 FT) ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0458 ***********************************************************************
 LK0458  DESIGNATION -  MARCOTT
 LK0458  PID         -  LK0458
 LK0458  STATE/COUNTY-  CO/LOGAN
 LK0458  USGS QUAD   -  JULESBURG RESERVOIR (1953)
 LK0458
 LK0458                         *CURRENT SURVEY CONTROL
 LK0458  ___________________________________________________________________
 LK0458* NAD 83(1992)-  40 52 42.64047(N)    102 43 35.94080(W)     ADJUSTED  
 LK0458* NAVD 88     -      1120.063  (meters)    3674.74   (feet)  ADJUSTED  
 LK0458  ___________________________________________________________________
 LK0458  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 LK0458  GEOID HEIGHT-         -20.00  (meters)                     GEOID03
 LK0458  DYNAMIC HT  -        1119.301 (meters)    3672.24  (feet)  COMP
 LK0458  MODELED GRAV-     979,904.9   (mgal)                       NAVD 88
 LK0458
 LK0458  HORZ ORDER  -  THIRD
 LK0458  VERT ORDER  -  FIRST     CLASS II
 LK0458
 LK0458.The horizontal coordinates were established by classical geodetic methods
 LK0458.and adjusted by the National Geodetic Survey in January 1993..
 LK0458
 LK0458.The orthometric height was determined by differential leveling
 LK0458.and adjusted by the National Geodetic Survey in June 1991..
 LK0458
 LK0458.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0458
 LK0458.The geoid height was determined by GEOID03.
 LK0458
 LK0458.The dynamic height is computed by dividing the NAVD 88
 LK0458.geopotential number by the normal gravity value computed on the
 LK0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0458.degrees latitude (g = 980.6199 gals.).
 LK0458
 LK0458.The modeled gravity was interpolated from observed gravity values.
 LK0458
 LK0458;                    North         East     Units Scale Factor Converg.
 LK0458;SPC CO N     -   480,025.655 1,148,131.869   MT  1.00001683   +1 47 31.0
 LK0458;SPC CO N     - 1,574,884.17  3,766,829.31   sFT  1.00001683   +1 47 31.0
 LK0458;UTM  13      - 4,527,758.514   691,550.132   MT  1.00005162   +1 29 17.7
 LK0458
 LK0458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0458!SPC CO N     -   0.99982747  x   1.00001683  =   0.99984430
 LK0458!UTM  13      -   0.99982747  x   1.00005162  =   0.99987908
 LK0458
 LK0458:                Primary Azimuth Mark                     Grid Az
 LK0458:SPC CO N     -  MARCOTT AZ MK                            071 55 16.8
 LK0458:UTM  13      -  MARCOTT AZ MK                            072 13 30.1
 LK0458
 LK0458|---------------------------------------------------------------------|
 LK0458| PID    Reference Object                     Distance      Geod. Az  |
 LK0458|                                                           dddmmss.s |
 LK0458| CP7702 MARCOTT AZ MK                                      0734247.8 |
 LK0458| CP7703 MARCOTT RM 1                         17.842 METERS 08922     |
 LK0458| CP7704 MARCOTT RM 2                         21.208 METERS 23357     |
 LK0458|---------------------------------------------------------------------|
 LK0458
 LK0458                          SUPERSEDED SURVEY CONTROL
 LK0458
 LK0458  NAD 83(1986)-  40 52 42.63758(N)    102 43 35.94116(W) AD(       ) 3
 LK0458  NAD 27      -  40 52 42.66830(N)    102 43 34.25440(W) AD(       ) 3
 LK0458  NGVD 29 (02/14/92) 1119.564  (m)         3673.10   (f) ADJUSTED    1 2
 LK0458
 LK0458.Superseded values are not recommended for survey control.
 LK0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0458.See file dsdata.txt to determine how the superseded data were derived.
 LK0458
 LK0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF9155027759(NAD 83)
 LK0458_MARKER: DS = TRIANGULATION STATION DISK
 LK0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0458_SP_SET: CONCRETE POST
 LK0458_STAMPING: MARCOTT 1963
 LK0458_MARK LOGO: CGS   
 LK0458_PROJECTION: FLUSH
 LK0458_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LK0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0458+STABILITY: SURFACE MOTION
 LK0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0458+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1995
 LK0458
 LK0458  HISTORY     - Date     Condition        Report By
 LK0458  HISTORY     - 1963     MONUMENTED       CGS
 LK0458  HISTORY     - 1986     GOOD             NGS
 LK0458  HISTORY     - 19950209 GOOD             MSAM
 LK0458
 LK0458                          STATION DESCRIPTION
 LK0458
 LK0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 LK0458'THE STATION IS ABOUT 4 MILES EAST AND 1 MILE NORTH OF CROOK.
 LK0458'
 LK0458'TO REACH THE STATION FROM THE CROSSROAD AND POST OFFICE IN
 LK0458'CROOK, GO NORTHEASTERLY ON U.S. HIGHWAY 138 FOR 4.0 MILES TO
 LK0458'A CROSSROAD.  CONTINUE AHEAD, NORTHEASTERLY ON U.S. HIGHWAY
 LK0458'138 FOR 0.1 MILE TO THE STATION ON THE RIGHT.  CONTINUE AHEAD,
 LK0458'NORTHEASTERLY, ON U.S. HIGHWAY 138 FOR 0.35 MILE TO THE AZIMUTH
 LK0458'MARK ON THE RIGHT BY A SECTION LINE FENCE CORNER.
 LK0458'
 LK0458'THE STATION IS A STANDARD DISK STAMPED MARCOTT 1963, SET IN
 LK0458'THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH
 LK0458'THE GROUND.  IT IS 211 FEET NORTH OF THE NORTH RAIL OF THE
 LK0458'UNION PACIFIC RAILROAD TRACKS, 113 FEET SOUTH OF THE CENTER
 LK0458'OF U.S. HIGHWAY 138, 42 FEET NORTH OF A TELEPHONE POLE, AND
 LK0458'3.5 FEET NORTHWEST OF A METAL WITNESS POST WITH SIGN.
 LK0458'
 LK0458'REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED MARCOTT
 LK0458'NO 1 1963, SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH
 LK0458'IS FLUSH WITH THE GROUND.  IT IS 138 FEET SOUTH OF THE CENTER
 LK0458'OF U.S. HIGHWAY 138, AND 56 FEET EAST-SOUTHEAST OF A METAL
 LK0458'WITNESS POST WITH SIGN.
 LK0458'
 LK0458'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED MARCOTT
 LK0458'NO 2 1963, SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 LK0458'WHICH IS FLUSH WITH THE GROUND.  IT IS 120 FEET SOUTH OF THE
 LK0458'CENTER OF U.S. HIGHWAY 138, AND 71 FEET WEST-SOUTHWEST OF A
 LK0458'METAL WITNESS POST WITH SIGN.
 LK0458'
 LK0458'AZIMUTH MARK IS A STANDARD DISK STAMPED MARCOTT 1963, SET IN
 LK0458'THE TOP OF A 12-INCH CONCRETE CYLINDER WHICH PROJECTS 1 INCH.
 LK0458'IT IS 120 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 138, 97 FEET
 LK0458'NORTH OF THE NORTH RAIL OF THE UNION PACIFIC RAILROAD TRACKS,
 LK0458'1.4 FEET WEST OF SECTION LINE FENCE AND RIGHT OF WAY FENCE
 LK0458'CORNER, AND 1.2 FEET SOUTHWEST OF METAL WITNESS POST WITH SIGN.
 LK0458
 LK0458                          STATION RECOVERY (1986)
 LK0458
 LK0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 LK0458'6.8 KM (4.2 MI) NE FROM CROOK.
 LK0458'6.8 KM (4.2 MI) NORTHEAST ALONG US HIGHWAY 138 FROM THE POST OFFICE AT
 LK0458'CROOK, 0.16 KM (0.1 MI) NORTHEAST OF A ROAD CROSSING OVER THE UNION
 LK0458'PACIFIC RAILROAD, 34.5 METERS (113 FT) SOUTH OF THE HIGHWAY CENTERLINE
 LK0458'AND 64.3 METERS (211 FT) NORTH OF THE NORTH RAIL OF THE RAILROAD.
 LK0458'THE MARK IS 0.91 METERS  NW FROM  A WITNESS POST
 LK0458'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 LK0458
 LK0458                          STATION RECOVERY (1995)
 LK0458
 LK0458'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0458'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1994 ***********************************************************************
 KK1994  DESIGNATION -  MARIA
 KK1994  PID         -  KK1994
 KK1994  STATE/COUNTY-  CO/PARK
 KK1994  USGS QUAD   -  SULPHUR MOUNTAIN (1994)
 KK1994
 KK1994                         *CURRENT SURVEY CONTROL
 KK1994  ___________________________________________________________________
 KK1994* NAD 83(1992)-  39 04 40.97662(N)    105 44 54.34289(W)     ADJUSTED  
 KK1994* NAVD 88     -      3017.2    (meters)    9899.     (feet)  VERTCON   
 KK1994  ___________________________________________________________________
 KK1994  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 KK1994  GEOID HEIGHT-         -13.68  (meters)                     GEOID03
 KK1994
 KK1994  HORZ ORDER  -  THIRD
 KK1994
 KK1994.The horizontal coordinates were established by classical geodetic methods
 KK1994.and adjusted by the National Geodetic Survey in January 1993..
 KK1994
 KK1994.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1994
 KK1994.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1994
 KK1994.The geoid height was determined by GEOID03.
 KK1994
 KK1994;                    North         East     Units Scale Factor Converg.
 KK1994;SPC CO C     -   443,002.356   892,906.420   MT  0.99993599   -0 09 24.1
 KK1994;SPC CO C     - 1,453,416.90  2,929,477.15   sFT  0.99993599   -0 09 24.1
 KK1994;UTM  13      - 4,325,704.371   435,263.134   MT  0.99965160   -0 28 18.5
 KK1994
 KK1994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1994!SPC CO C     -   0.99952899  x   0.99993599  =   0.99946501
 KK1994!UTM  13      -   0.99952899  x   0.99965160  =   0.99918075
 KK1994
 KK1994:                Primary Azimuth Mark                     Grid Az
 KK1994:SPC CO C     -  ELKHORN                                  350 44 26.8
 KK1994:UTM  13      -  ELKHORN                                  351 03 21.2
 KK1994
 KK1994|---------------------------------------------------------------------|
 KK1994| PID    Reference Object                     Distance      Geod. Az  |
 KK1994|                                                           dddmmss.s |
 KK1994| KK1998 ELKHORN                             APPROX. 8.9 KM 3503502.7 |
 KK1994|---------------------------------------------------------------------|
 KK1994
 KK1994                          SUPERSEDED SURVEY CONTROL
 KK1994
 KK1994  NAD 83(1986)-  39 04 40.97018(N)    105 44 54.34687(W) AD(       ) 3
 KK1994  NAD 27      -  39 04 40.99344(N)    105 44 52.31533(W) AD(       ) 3
 KK1994  NGVD 29 (07/19/86) 3015.6    (m)         9894.     (f) VERT ANG       
 KK1994
 KK1994.Superseded values are not recommended for survey control.
 KK1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1994.See file dsdata.txt to determine how the superseded data were derived.
 KK1994
 KK1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD3526325704(NAD 83)
 KK1994_MARKER: DD = SURVEY DISK
 KK1994_SETTING: 0 = UNSPECIFIED SETTING
 KK1994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1994
 KK1994  HISTORY     - Date     Condition        Report By
 KK1994  HISTORY     - 1954     MONUMENTED       USGS
 KK1994
 KK1994                          STATION DESCRIPTION
 KK1994
 KK1994'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 KK1994'STATION IS LOCATED 8.0 MI. NE. OF HARTSEL, ON HIGHEST TIMBERED N-S.
 KK1994'RIDGE.
 KK1994'
 KK1994'TO REACH STATION FROM POST OFFICE AT HARTSEL, COLORADO, PROCEED S.
 KK1994'0.2 MI. TO U.S. HIGHWAY 24, TURN LEFT AND DRIVE E. ALONG HIGHWAY
 KK1994'FOR 1.8 MI. TO CROSSROADS, TURN LEFT AND PROCEED IN A NORTHERLY
 KK1994'DIRECTION FOR 0.7 MI. TO CATTLEGUARD.  CONTINUE ON MAIN TRAVELED
 KK1994'RD. 3 MI. TO FORK.  TAKE LEFT FORK AND DRIVE 0.5 MI. TO CATTLEGUARD.
 KK1994'CONTINUE ON 0.1 MI. TO FORKS.  TAKE RIGHT FORK FOR 1.2 MI. PAST
 KK1994'DAM TO DIM RD. RIGHT FOR 0.1 MI. TO GATE IN E-W. FENCE.  PROCEED
 KK1994'THROUGH GATE FOR 0.1 MI. TO DIM TRAIL LEFT.  TURN LEFT TO DRAIN
 KK1994'IN A GENERAL SOUTHERN DIRECTION ACROSS MEADOW TO GATE IN FENCE.
 KK1994'MILEAGE FROM LEFT FORK 1.3 MI.  PROCEED THROUGH GATE ACROSS MEADOW,
 KK1994'0.4 MI. TO GATE IN E-W. FENCE.  CONTINUE UP VALLEY 0.4 MI. TO
 KK1994'SADDLE AND END OF TRUCK TRAVEL.  PACK WESTERLY, UPHILL, TO
 KK1994'SIGNAL.  PACK TIME - 5 MINUTES.
 KK1994'
 KK1994'STATION MARK--STANDARD BRONZE TRIANGULATION TABLET, STAMPED
 KK1994'---MARIA 1954---.
 KK1994'
 KK1994'REFERENCE MARK NO. 1--CHISELED CROSS, IN STONE, 55.00 FT. DISTANCE,
 KK1994'S 04 DEG 07 MIN W.
 KK1994'
 KK1994'REFERENCE MARK NO. 2--CHISELED CROSS, IN STONE, 21.60 FT. DISTANCE,
 KK1994'N 86 DEG 40 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1248 ***********************************************************************
 LL1248  DESIGNATION -  MARKAM RM 1 ET
 LL1248  PID         -  LL1248
 LL1248  STATE/COUNTY-  CO/WELD
 LL1248  USGS QUAD   -  JOHNSTOWN (1969)
 LL1248
 LL1248                         *CURRENT SURVEY CONTROL
 LL1248  ___________________________________________________________________
 LL1248* NAD 83(1992)-  40 16 08.25014(N)    104 59 54.91139(W)     ADJUSTED  
 LL1248* NAVD 88     -      1575.5    (meters)    5169.     (feet)  VERTCON   
 LL1248  ___________________________________________________________________
 LL1248  LAPLACE CORR-         -11.05  (seconds)                    DEFLEC99
 LL1248  GEOID HEIGHT-         -17.24  (meters)                     GEOID03
 LL1248
 LL1248  HORZ ORDER  -  THIRD
 LL1248
 LL1248.The horizontal coordinates were established by classical geodetic methods
 LL1248.and adjusted by the National Geodetic Survey in January 1993..
 LL1248
 LL1248.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1248
 LL1248.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1248
 LL1248.The geoid height was determined by GEOID03.
 LL1248
 LL1248;                    North         East     Units Scale Factor Converg.
 LL1248;SPC CO N     -   408,804.235   957,048.933   MT  0.99995690   +0 19 26.3
 LL1248;SPC CO N     - 1,341,218.56  3,139,918.04   sFT  0.99995690   +0 19 26.3
 LL1248;UTM  13      - 4,457,609.663   500,120.181   MT  0.99960000   +0 00 03.3
 LL1248
 LL1248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1248!SPC CO N     -   0.99975561  x   0.99995690  =   0.99971252
 LL1248!UTM  13      -   0.99975561  x   0.99960000  =   0.99935571
 LL1248
 LL1248:                Primary Azimuth Mark                     Grid Az
 LL1248:SPC CO N     -  SAULCY RM 1 ET                           359 10 48.4
 LL1248:UTM  13      -  SAULCY RM 1 ET                           359 30 11.4
 LL1248
 LL1248|---------------------------------------------------------------------|
 LL1248| PID    Reference Object                     Distance      Geod. Az  |
 LL1248|                                                           dddmmss.s |
 LL1248| LL1249 SAULCY RM 1 ET                      APPROX. 8.2 KM 3593014.7 |
 LL1248|---------------------------------------------------------------------|
 LL1248
 LL1248                          SUPERSEDED SURVEY CONTROL
 LL1248
 LL1248  NAD 83(1986)-  40 16 08.23777(N)    104 59 54.90945(W) AD(       ) 3
 LL1248  NAD 27      -  40 16 08.29604(N)    104 59 52.99435(W) AD(       ) 3
 LL1248  NGVD 29 (07/19/86) 1574.6    (m)         5166.     (f) VERT ANG       
 LL1248
 LL1248.Superseded values are not recommended for survey control.
 LL1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1248.See file dsdata.txt to determine how the superseded data were derived.
 LL1248
 LL1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE0012057610(NAD 83)
 LL1248_MARKER: DR = REFERENCE MARK DISK
 LL1248_SETTING: 0 = UNSPECIFIED SETTING
 LL1248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1248
 LL1248  HISTORY     - Date     Condition        Report By
 LL1248  HISTORY     - 1948     MONUMENTED       USGS
 LL1248
 LL1248                          STATION DESCRIPTION
 LL1248
 LL1248'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 LL1248'STATION IS APPROXIMATELY 2 MI. (AIRLINE) NNE. OF MEAD, 2.5 MI.
 LL1248'(AIRLINE) W. OF WALKER, 1 MI. W. OF HIGHWAY 185, IN E. CENTRAL
 LL1248'PART OF SEC. 33, T 4 N, R 68 W.
 LL1248'
 LL1248'TO REACH FROM JUNCTION U.S. HIGHWAY 34 AND COLORADO 185 (CIRCLE
 LL1248'JUNCTION) 5 MI. E. OF LOVELAND, PROCEED 10.0 MI. S. ON HIGHWAY 185
 LL1248'TO CROSSROADS, TURN RIGHT (W.) 1.0 MI. TO CROSSROADS, TURN RIGHT
 LL1248'(N.) 0.45 MI. TO TOP OF RIDGE AND STATION.  IT IS 2338 FT. N. OF
 LL1248'CROSSROAD AND 31 FT. E. OF N-S. RD.
 LL1248'
 LL1248'STATION MARK--STANDARD REFERENCE MARK TABLET, SET IN A CONCRETE
 LL1248'POST, PROJECTING 8 IN. ABOVE GROUND AND STAMPED ---MARKAM 1948
 LL1248'NO. 1---.
 LL1248'
 LL1248'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0581 ***********************************************************************
 LK0581  DESIGNATION -  MARKS BUTTE
 LK0581  PID         -  LK0581
 LK0581  STATE/COUNTY-  CO/SEDGWICK
 LK0581  USGS QUAD   -  MARKS BUTTE (1952)
 LK0581
 LK0581                         *CURRENT SURVEY CONTROL
 LK0581  ___________________________________________________________________
 LK0581* NAD 83(1992)-  40 48 56.32119(N)    102 30 24.65283(W)     ADJUSTED  
 LK0581* NAVD 88     -      1242.     (meters)    4075.     (feet)  SCALED    
 LK0581  ___________________________________________________________________
 LK0581  LAPLACE CORR-          -2.86  (seconds)                    DEFLEC99
 LK0581  GEOID HEIGHT-         -20.24  (meters)                     GEOID03
 LK0581
 LK0581  HORZ ORDER  -  THIRD
 LK0581
 LK0581.The horizontal coordinates were established by classical geodetic methods
 LK0581.and adjusted by the National Geodetic Survey in January 1993..
 LK0581
 LK0581.The orthometric height was scaled from a topographic map.
 LK0581
 LK0581.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0581
 LK0581.The geoid height was determined by GEOID03.
 LK0581
 LK0581;                    North         East     Units Scale Factor Converg.
 LK0581;SPC CO N     -   473,650.481 1,166,885.007   MT  1.00000540   +1 56 02.3
 LK0581;SPC CO N     - 1,553,968.29  3,828,355.23   sFT  1.00000540   +1 56 02.3
 LK0581;UTM  13      - 4,521,283.466   710,270.826   MT  1.00014423   +1 37 48.7
 LK0581
 LK0581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0581!SPC CO N     -   0.99980847  x   1.00000540  =   0.99981386
 LK0581!UTM  13      -   0.99980847  x   1.00014423  =   0.99995267
 LK0581
 LK0581:                Primary Azimuth Mark                     Grid Az
 LK0581:SPC CO N     -  HOUSE                                    008 40 48.7
 LK0581:UTM  13      -  HOUSE                                    008 59 02.3
 LK0581
 LK0581|---------------------------------------------------------------------|
 LK0581| PID    Reference Object                     Distance      Geod. Az  |
 LK0581|                                                           dddmmss.s |
 LK0581| LK0519 HOUSE                               APPROX. 7.2 KM 0103651.0 |
 LK0581|---------------------------------------------------------------------|
 LK0581
 LK0581                          SUPERSEDED SURVEY CONTROL
 LK0581
 LK0581  NAD 83(1986)-  40 48 56.31912(N)    102 30 24.65233(W) AD(       ) 3
 LK0581  NAD 27      -  40 48 56.34284(N)    102 30 22.97301(W) AD(       ) 3
 LK0581
 LK0581.Superseded values are not recommended for survey control.
 LK0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0581.See file dsdata.txt to determine how the superseded data were derived.
 LK0581
 LK0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF1027121283(NAD 83)
 LK0581_MARKER: DD = SURVEY DISK
 LK0581_SETTING: 0 = UNSPECIFIED SETTING
 LK0581_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LK0581
 LK0581  HISTORY     - Date     Condition        Report By
 LK0581  HISTORY     - 1949     MONUMENTED       USGS
 LK0581
 LK0581                          STATION DESCRIPTION
 LK0581
 LK0581'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 LK0581'LOCATED ABOUT 9.0 MI. (AIRLINE) S. OF SEDGWICK, ON HIGHEST PART OF
 LK0581'SEC. 29, T 10 N, R 46 W.
 LK0581'
 LK0581'TO REACH FROM SEDGWICK POST OFFICE, GO 1 BLOCK S., THENCE LEFT ON
 LK0581'U.S. HIGHWAY 138 FOR 0.3 MI., THENCE RIGHT ON STATE HIGHWAY 59 FOR
 LK0581'6.8 MI.  CONTINUE S. FOR 1.0 MI.  LEAVE RD. AND GO THROUGH GATE ON
 LK0581'E. SIDE OF RD.  STATION IS ABOUT 0.5 MI. SE. OF RD.
 LK0581'
 LK0581'STATION MARK--STANDARD TABLET, STAMPED ---MARKS BUTTE 1949---, SET
 LK0581'IN CONCRETE POST.
 LK0581'
 LK0581'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, SET IN CONCRETE POST,
 LK0581'35.1 FT. FROM STATION, STAMPED ---MARKS BUTTE 1949 NO. 1---,
 LK0581'S 61 DEG 44 MIN E.
 LK0581'
 LK0581'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, SET IN CONCRETE POST,
 LK0581'58.3 FT. FROM STATION, STAMPED ---MARKS BUTTE 1949 NO. 2---,
 LK0581'S 29 DEG 11 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0651 ***********************************************************************
 JL0651  DESIGNATION -  MARMOT PK
 JL0651  PID         -  JL0651
 JL0651  STATE/COUNTY-  CO/CHAFFEE
 JL0651  USGS QUAD   -  MARMOT PEAK (1982)
 JL0651
 JL0651                         *CURRENT SURVEY CONTROL
 JL0651  ___________________________________________________________________
 JL0651* NAD 83(1992)-  38 59 31.00460(N)    106 07 28.24906(W)     ADJUSTED  
 JL0651* NAVD 88     -      4059.9    (meters)   13320.     (feet)  VERTCON   
 JL0651  ___________________________________________________________________
 JL0651  LAPLACE CORR-           2.96  (seconds)                    DEFLEC99
 JL0651  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 JL0651
 JL0651  HORZ ORDER  -  FIRST
 JL0651
 JL0651.The horizontal coordinates were established by classical geodetic methods
 JL0651.and adjusted by the National Geodetic Survey in January 1993..
 JL0651
 JL0651.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0651
 JL0651.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0651
 JL0651.The geoid height was determined by GEOID03.
 JL0651
 JL0651;                    North         East     Units Scale Factor Converg.
 JL0651;SPC CO C     -   433,600.669   860,300.122   MT  0.99993771   -0 23 37.9
 JL0651;SPC CO C     - 1,422,571.53  2,822,501.32   sFT  0.99993771   -0 23 37.9
 JL0651;UTM  13      - 4,316,484.154   402,614.038   MT  0.99971678   -0 42 27.4
 JL0651
 JL0651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0651!SPC CO C     -   0.99936554  x   0.99993771  =   0.99930329
 JL0651!UTM  13      -   0.99936554  x   0.99971678  =   0.99908250
 JL0651
 JL0651|---------------------------------------------------------------------|
 JL0651| PID    Reference Object                     Distance      Geod. Az  |
 JL0651|                                                           dddmmss.s |
 JL0651| CM7606 MARMOT PK RM 1                        6.308 METERS 06552     |
 JL0651| JL0652 BUFFALO EAST PEAK CAIRN             APPROX. 1.4 KM 1121048.4 |
 JL0651| CM7607 MARMOT PK RM 2                        5.940 METERS 15848     |
 JL0651| CM6157 BUENNA VISTA BROWN W TANK                          1820214.4 |
 JL0651| JL0653 BUFFALO WEST PEAK CAIRN              42.300 METERS 23030     |
 JL0651|---------------------------------------------------------------------|
 JL0651
 JL0651                          SUPERSEDED SURVEY CONTROL
 JL0651
 JL0651  NAD 83(1986)-  38 59 30.99890(N)    106 07 28.25143(W) AD(       ) 1
 JL0651  NAD 27      -  38 59 31.01500(N)    106 07 26.18600(W) AD(       ) 1
 JL0651  NGVD 29 (07/19/86) 4058.1    (m)        13314.     (f) VERT ANG       
 JL0651
 JL0651.Superseded values are not recommended for survey control.
 JL0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0651.See file dsdata.txt to determine how the superseded data were derived.
 JL0651
 JL0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD0261416484(NAD 83)
 JL0651_MARKER: DS = TRIANGULATION STATION DISK
 JL0651_SETTING: 66 = SET IN ROCK OUTCROP
 JL0651_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JL0651_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0651+STABILITY: POSITION/ELEVATION WELL
 JL0651
 JL0651  HISTORY     - Date     Condition        Report By
 JL0651  HISTORY     - 1951     MONUMENTED       CGS
 JL0651  HISTORY     - 1954     GOOD             USGS
 JL0651
 JL0651                          STATION DESCRIPTION
 JL0651
 JL0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 JL0651'STATION IS LOCATED ON THE WEST ONE OF TWO PROMINENT PEAKS
 JL0651'LOCALLY KNOWN AS BUFFALO PEAKS.  THE PEAK LOCALLY KNOWN AS
 JL0651'MARMOT PEAK IS, AIRLINE, 3 MILES SOUTH SOUTH EAST OF THE
 JL0651'STATION AND LOWER IN ELEVATION THAN THE STATION.  STATION IS
 JL0651'LOCATED, AIRLINE, ABOUT 10-1/2 MILES NORTH OF BUENA VISTA,
 JL0651'10-1/2 MILES NORTHWEST OF THE ANTERO JUNCTION, 5-1/2 MILES EAST
 JL0651'OF U.S. HIGHWAY 24, 1-1/2 MILES EAST OF FOUR MILE CREEK, AND
 JL0651'AT THE HEAD OF SALT CREEK TO THE SOUTHEAST AND LYNCH CREEK TO
 JL0651'THE NORTH.
 JL0651'
 JL0651'TO REACH FROM THE RAILROAD CROSSING IN THE TOWN OF BUENA VISTA,
 JL0651'GO EAST ON MAIN STREET FOR 0.1 MILE TO A GRADED ROAD (COUNTY
 JL0651'ROAD 59).  TURN LEFT, NORTH, AND GO 2.0 MILES TO A BRIDGE
 JL0651'CROSSING THE ARKANSAS RIVER.  TURN RIGHT OVER THE BRIDGE AND GO
 JL0651'NORTH ALONG THE EAST SIDE OF THE RIVER FOR 0.4 MILE TO A GRADED
 JL0651'ROAD ON THE RIGHT (COUNTY ROAD 22).  TURN RIGHT, EAST, AND GO
 JL0651'1.0 MILE TO A FORK, A CATTLE GUARD AND A SIGN FOUR MILE TRAIL.
 JL0651'CONTINUE STRAIGHT AHEAD ACROSS CATTLE GUARD AND GO 0.2 MILE TO
 JL0651'A CATTLE GUARD--CONTINUE ON THE MAIN TRAVELED ROAD FOR 1.8
 JL0651'MILES TO A THIRD CATTLE GUARD.  CONTINUE ON FOR 1.0 MILE TO
 JL0651'A FORK.  TAKE THE LEFT FORK, STRAIGHT AHEAD, AND GO 1.5
 JL0651'MILES TO A DIM FORK TO THE LEFT JUST AFTER PASSING AN OLD
 JL0651'FIREPLACE ON THE LEFT.  TAKE THE RIGHT FORK AND GO 0.2
 JL0651'MILE TO A FORK.  TAKE THE LEFT FORK, UP HILL THROUGH THE
 JL0651'ASPEN TREES, AND GO 1.3 MILES TO THE END OF TRUCK TRAVEL AND
 JL0651'THE TRAIL ON THE RIGHT.  FROM HERE PACK UP A GOOD FOREST
 JL0651'SERVICE TRAIL, KEEPING ON THE WEST SIDE OF THE CREEK, FOR
 JL0651'ABOUT 3-1/2 MILES TO A LOW SADDLE THAT IS VISIBLE FROM THE
 JL0651'TRAIL.  TURN RIGHT, EAST, LEAVING THE TRAIL, UP THE RIDGE
 JL0651'THROUGH THE TREES TO THE BASE OF THE FIRST HILL.  TURN RIGHT,
 JL0651'SOUTHERLY, AND FOLLOW ALONG THE SIDE OF THE HILL TO A SADDLE
 JL0651'AT THE SOUTH END OF THIS HILL AND THE STATION HILL ON THE
 JL0651'RIGHT.  PACK SOUTH FROM THE SADDLE UP THE STEEP, ROCKY HILL
 JL0651'TO THE HIGHEST POINT AND THE STATION.  HORSES CAN BE TAKEN TO
 JL0651'THE STATION.  THE GOING IS STEEP AND ROCKY AFTER LEAVING THE
 JL0651'TRAIL BUT GOOD FOOTING CAN BE FOUND FOR THE HORSES.  TIME OF
 JL0651'PACK IS APPROXIMATELY 3 TO 4 HOURS.
 JL0651'
 JL0651'STATION MARK, STAMPED MARMOT PK 1951, IS A STANDARD DISK
 JL0651'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 JL0651'6 INCHES.
 JL0651'
 JL0651'REFERENCE MARK NUMBER 1, STAMPED MARMOT PK NO 1 1951, IS A
 JL0651'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 12 BY 28 INCH BOULDER
 JL0651'THAT PROJECTS 4 INCHES AND IS 6 INCHES LOWER IN ELEVATION THAN
 JL0651'THE STATION.
 JL0651'
 JL0651'REFERENCE MARK NUMBER 2, STAMPED MARMOT PK NO 2 1951, IS A
 JL0651'STANDARD DISK CEMENTED IN A DRILL HOLE IN A 16 BY 28 INCH BOULDER
 JL0651'THAT IS FLUSH WITH THE GROUND AND 12 INCHES LOWER IN ELEVATION
 JL0651'THAN THE STATION.
 JL0651'
 JL0651'WEST BUFFALO PK. CAIRN IS 3 FEET IN HEIGHT WITH A POLE IN THE
 JL0651'CENTER.  IT IS ON THE EXTREME HIGHEST POINT OF THE PEAK.
 JL0651'
 JL0651'HEIGHT OF LIGHT ABOVE STATION MARK 1.4 METERS.
 JL0651
 JL0651                          STATION RECOVERY (1954)
 JL0651
 JL0651'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 JL0651'STATION MARK--STANDARD DISK, CEMENTED IN A DRILL HOLE IN OUTCROPPING
 JL0651'BEDROCK THAT PROJECTS 6 IN., STAMPED ---MARMOT PK 1951---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1123 ***********************************************************************
 JK1123  DESIGNATION -  MARNELL
 JK1123  PID         -  JK1123
 JK1123  STATE/COUNTY-  CO/PUEBLO
 JK1123  USGS QUAD   -  GOAT BUTTE (1970)
 JK1123
 JK1123                         *CURRENT SURVEY CONTROL
 JK1123  ___________________________________________________________________
 JK1123* NAD 83(1992)-  38 02 21.81406(N)    104 37 02.41959(W)     ADJUSTED  
 JK1123* NAVD 88     -      1709.4    (meters)    5608.     (feet)  VERTCON   
 JK1123  ___________________________________________________________________
 JK1123  LAPLACE CORR-          -6.75  (seconds)                    DEFLEC99
 JK1123  GEOID HEIGHT-         -18.89  (meters)                     GEOID03
 JK1123
 JK1123  HORZ ORDER  -  FIRST
 JK1123
 JK1123.The horizontal coordinates were established by classical geodetic methods
 JK1123.and adjusted by the National Geodetic Survey in January 1993..
 JK1123
 JK1123.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1123
 JK1123.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1123
 JK1123.The geoid height was determined by GEOID03.
 JK1123
 JK1123;                    North         East     Units Scale Factor Converg.
 JK1123;SPC CO S     -   457,518.329   991,881.759   MT  0.99995179   +0 32 29.1
 JK1123;SPC CO S     - 1,501,041.38  3,254,198.74   sFT  0.99995179   +0 32 29.1
 JK1123;UTM  13      - 4,210,254.843   533,578.714   MT  0.99961389   +0 14 08.9
 JK1123
 JK1123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1123!SPC CO S     -   0.99973481  x   0.99995179  =   0.99968661
 JK1123!UTM  13      -   0.99973481  x   0.99961389  =   0.99934880
 JK1123
 JK1123|---------------------------------------------------------------------|
 JK1123| PID    Reference Object                     Distance      Geod. Az  |
 JK1123|                                                           dddmmss.s |
 JK1123| CM9041 MARNELL RM 1                          8.139 METERS 08535     |
 JK1123| JK1124 DENVER ALBUQUERQUE AWY BCN 52       APPROX. 3.4 KM 1163105.8 |
 JK1123| CM9042 MARNELL RM 2                          8.030 METERS 15838     |
 JK1123| CM9040 MARNELL AZ MK                                      3340632.7 |
 JK1123|---------------------------------------------------------------------|
 JK1123
 JK1123                          SUPERSEDED SURVEY CONTROL
 JK1123
 JK1123  NAD 83(1986)-  38 02 21.80238(N)    104 37 02.41493(W) AD(       ) 1
 JK1123  NAD 27      -  38 02 21.78100(N)    104 37 00.49700(W) AD(       ) 1
 JK1123  NGVD 29 (07/19/86) 1708.5    (m)         5605.     (f) VERT ANG       
 JK1123
 JK1123.Superseded values are not recommended for survey control.
 JK1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1123.See file dsdata.txt to determine how the superseded data were derived.
 JK1123
 JK1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC3357910255(NAD 83)
 JK1123_MARKER: DS = TRIANGULATION STATION DISK
 JK1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1123
 JK1123  HISTORY     - Date     Condition        Report By
 JK1123  HISTORY     - 1949     MONUMENTED       CGS
 JK1123  HISTORY     - 1954     GOOD             CGS
 JK1123  HISTORY     - 1958     GOOD             CGS
 JK1123
 JK1123                          STATION DESCRIPTION
 JK1123
 JK1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 JK1123'THE STATION IS LOCATED ON THE WEST END OF THE MOST WESTERN
 JK1123'SPUR OF A MESA ABOUT 15 MILES AIR LINE SOUTH OF PUEBLO.  ABOUT
 JK1123'1 MILE AIR LINE SOUTHEAST OF MARNELL, A RAILROAD SIDING.  AND
 JK1123'ABOUT 0.5 MILE AIR LINE EAST OF RAILROAD.  THE STATION
 JK1123'MARK IS 40 FEET EAST OF WHERE MESA DROPS SHARPLY TO THE WEST,
 JK1123'6 FEET NORTHEAST OF A WHITE WITNESS POST, PROJECTS 4 INCHES
 JK1123'AND STAMPED, MARNELL 1949.
 JK1123'
 JK1123'REFERENCE MARK NO. 1 IS APPROXIMATELY THE SAME ELEVATION AS
 JK1123'THE STATION MARK, FLUSH WITH THE GROUND AND STAMPED, MARNELL
 JK1123'NO 1 1949.
 JK1123'
 JK1123'REFERENCE MARK NO. 2 IS APPROXIMATELY THE SAME ELEVATION AS
 JK1123'THE STATION MARK, PROJECTS 4 INCHES AND IS STAMPED, MARNELL
 JK1123'NO 2 1949.
 JK1123'
 JK1123'THE AZIMUTH MARK IS 20 FEET EAST OF THE EAST RAIL OF RAILROAD
 JK1123'TRACK AT MARNELL SIDING, SET IN THE SOUTHEAST CORNER OF A CONCRETE
 JK1123'WELL FOUNDATION, 3 FEET EAST OF A HAND PUMP, 2 FEET WEST OF A
 JK1123'WHITE WITNESS POST, FLUSH WITH THE GROUND AND STAMPED, MARNELL
 JK1123'1949.
 JK1123'
 JK1123'TO REACH FROM THE GENERAL STORE AND SERVICE STATION JUST BEFORE
 JK1123'U.S. HIGHWAY 85 CROSSES THE ST. CHARLES RIVER ABOUT 12 MILES
 JK1123'SOUTH OF PUEBLO, GO SOUTH ON HIGHWAY ACROSS BRIDGE FOR 0.25
 JK1123'MILE TO A GRADED ROAD ON THE LEFT, SOUTHEAST.  TURN LEFT AND
 JK1123'FOLLOW GRADED ROAD FOR 4.2 MILES TO A FORK AND A BRICK SCHOOL
 JK1123'HOUSE ON THE RIGHT.  TAKE LEFT FORK FOR 2.7 MILES TO A RAILROAD
 JK1123'CROSSING, MARNELL SIDING AND THE AZIMUTH MARK ABOUT 150 FEET
 JK1123'NORTH OF WHERE ROAD CROSSES THE RAILROAD.  CROSS TRACKS AND
 JK1123'GO TO FORK JUST AFTER PASSING THROUGH THE EAST RAILROAD
 JK1123'RIGHT-OF-WAY FENCE.  TAKE LEFT FORK, STRAIGHT AHEAD ON DIM TRACK
 JK1123'ROAD, FOR 0.7 MILE TO FORK.  TAKE RIGHT FORK FOR 0.2 MILE TO A
 JK1123'RESERVOIR.  PASS TO THE EAST OF RESERVOIR AND PICK UP TRACK
 JK1123'ROAD UP DRAW FOR 1.0 MILE TO AN OLD FENCE LINE.  TURN
 JK1123'RIGHT, WEST, ALONG FENCE LINE FOR 0.1 MILE TO WHERE FENCE DROPS
 JK1123'OFF OF RIDGE.  TURN RIGHT NORTHWEST, FOR 0.1 MILE TO THE
 JK1123'STATION AS DESCRIBED ABOVE.  A DRIVE STATION.
 JK1123
 JK1123                          STATION RECOVERY (1954)
 JK1123
 JK1123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (LWQ)
 JK1123'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  DESCRIPTION
 JK1123'ADEQUATE.
 JK1123
 JK1123                          STATION RECOVERY (1958)
 JK1123
 JK1123'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WTJ)
 JK1123'STATION AND ALL MARKS RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0804 ***********************************************************************
 KL0804  DESIGNATION -  MAROON BELL
 KL0804  PID         -  KL0804
 KL0804  STATE/COUNTY-  CO/PITKIN
 KL0804  USGS QUAD   -  MAROON BELLS (1987)
 KL0804
 KL0804                         *CURRENT SURVEY CONTROL
 KL0804  ___________________________________________________________________
 KL0804* NAD 83(1992)-  39 04 33.59602(N)    106 59 13.73933(W)     ADJUSTED  
 KL0804* NAVD 88     -      4273.0    (meters)   14019.     (feet)  VERTCON   
 KL0804  ___________________________________________________________________
 KL0804  LAPLACE CORR-           7.58  (seconds)                    DEFLEC99
 KL0804  GEOID HEIGHT-         -13.81  (meters)                     GEOID03
 KL0804
 KL0804  HORZ ORDER  -  THIRD
 KL0804
 KL0804.The horizontal coordinates were established by classical geodetic methods
 KL0804.and adjusted by the National Geodetic Survey in January 1993..
 KL0804
 KL0804.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0804
 KL0804.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0804
 KL0804.The geoid height was determined by GEOID03.
 KL0804
 KL0804;                    North         East     Units Scale Factor Converg.
 KL0804;SPC CO C     -   443,798.599   785,727.299   MT  0.99993600   -0 56 16.5
 KL0804;SPC CO C     - 1,456,029.24  2,577,840.31   sFT  0.99993600   -0 56 16.5
 KL0804;UTM  13      - 4,327,089.707   328,106.287   MT  0.99996384   -1 15 10.5
 KL0804
 KL0804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0804!SPC CO C     -   0.99933219  x   0.99993600  =   0.99926824
 KL0804!UTM  13      -   0.99933219  x   0.99996384  =   0.99929606
 KL0804
 KL0804                          SUPERSEDED SURVEY CONTROL
 KL0804
 KL0804  NAD 83(1986)-  39 04 33.59123(N)    106 59 13.74501(W) AD(       ) 3
 KL0804  NGVD 29 (11/04/91) 4271.0    (m)        14012.     (f) VERT ANG       
 KL0804
 KL0804.Superseded values are not recommended for survey control.
 KL0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0804.See file dsdata.txt to determine how the superseded data were derived.
 KL0804
 KL0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD2810627090(NAD 83)
 KL0804_MARKER: DD = SURVEY DISK
 KL0804_SETTING: 80 = SET IN A BOULDER
 KL0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0804+STABILITY: SURFACE MOTION
 KL0804
 KL0804  HISTORY     - Date     Condition        Report By
 KL0804  HISTORY     - 1959     MONUMENTED       USGS
 KL0804
 KL0804                          STATION DESCRIPTION
 KL0804
 KL0804'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 KL0804'STATION IS LOCATED 10.5 MI. (AIRLINE) SW. OF ASPEN, COLORADO, 13.0
 KL0804'MI. (AIRLINE) SE. OF REDSTONE, COLORADO, ON THE HIGHEST POINT OF
 KL0804'NORTH MAROON PEAK.
 KL0804'
 KL0804'STATION MARK--A STANDARD TABLET STAMPED---MAROON BELL 1959---,
 KL0804'CEMENTED IN A BOULDER SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0805 ***********************************************************************
 KL0805  DESIGNATION -  MAROON PEAK
 KL0805  PID         -  KL0805
 KL0805  STATE/COUNTY-  CO/GUNNISON
 KL0805  USGS QUAD   -  MAROON BELLS (1987)
 KL0805
 KL0805                         *CURRENT SURVEY CONTROL
 KL0805  ___________________________________________________________________
 KL0805* NAD 83(1992)-  39 04 15.05702(N)    106 59 20.37159(W)     ADJUSTED  
 KL0805* NAVD 88     -      4317.0    (meters)   14163.     (feet)  VERTCON   
 KL0805  ___________________________________________________________________
 KL0805  LAPLACE CORR-           8.76  (seconds)                    DEFLEC99
 KL0805  GEOID HEIGHT-         -13.82  (meters)                     GEOID03
 KL0805
 KL0805  HORZ ORDER  -  THIRD
 KL0805
 KL0805.The horizontal coordinates were established by classical geodetic methods
 KL0805.and adjusted by the National Geodetic Survey in January 1993..
 KL0805
 KL0805.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0805
 KL0805.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0805
 KL0805.The geoid height was determined by GEOID03.
 KL0805
 KL0805;                    North         East     Units Scale Factor Converg.
 KL0805;SPC CO C     -   443,229.617   785,558.541   MT  0.99993605   -0 56 20.7
 KL0805;SPC CO C     - 1,454,162.50  2,577,286.65   sFT  0.99993605   -0 56 20.7
 KL0805;UTM  13      - 4,326,521.646   327,934.399   MT  0.99996456   -1 15 14.2
 KL0805
 KL0805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0805!SPC CO C     -   0.99932530  x   0.99993605  =   0.99926139
 KL0805!UTM  13      -   0.99932530  x   0.99996456  =   0.99928988
 KL0805
 KL0805                          SUPERSEDED SURVEY CONTROL
 KL0805
 KL0805  NAD 83(1986)-  39 04 15.05233(N)    106 59 20.37730(W) AD(       ) 3
 KL0805  NGVD 29 (11/04/91) 4315.0    (m)        14157.     (f) VERT ANG       
 KL0805
 KL0805.Superseded values are not recommended for survey control.
 KL0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0805.See file dsdata.txt to determine how the superseded data were derived.
 KL0805
 KL0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD2793426522(NAD 83)
 KL0805_MARKER: DD = SURVEY DISK
 KL0805_SETTING: 80 = SET IN A BOULDER
 KL0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0805+STABILITY: SURFACE MOTION
 KL0805
 KL0805  HISTORY     - Date     Condition        Report By
 KL0805  HISTORY     - 1959     MONUMENTED       USGS
 KL0805
 KL0805                          STATION DESCRIPTION
 KL0805
 KL0805'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 KL0805'STATION IS LOCATED 11.0 MI. (AIRLINE) SW. OF ASPEN, COLORADO, 13.0
 KL0805'MI. (AIRLINE) SE. OF REDSTONE, COLORADO, ON THE GUNNISON AND PITKIN
 KL0805'COUNTY LINE, ON THE HIGHEST POINT OF MAROON PEAK.
 KL0805'
 KL0805'STATION MARK--STANDARD TABLET STAMPED---MAROON PEAK 1959---,
 KL0805'CEMENTED IN A BOULDER SET FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4299 ***********************************************************************
 AE4299  DESIGNATION -  MARRIOTT
 AE4299  PID         -  AE4299
 AE4299  STATE/COUNTY-  CO/EL PASO
 AE4299  USGS QUAD   -  YODER (1973)
 AE4299
 AE4299                         *CURRENT SURVEY CONTROL
 AE4299  ___________________________________________________________________
 AE4299* NAD 83(1992)-  38 50 21.92285(N)    104 13 59.30209(W)     ADJUSTED  
 AE4299* NAVD 88     -      1876.4    (meters)    6156.     (feet)  GPS OBS   
 AE4299  ___________________________________________________________________
 AE4299  X           -  -1,223,432.864 (meters)                     COMP
 AE4299  Y           -  -4,823,227.109 (meters)                     COMP
 AE4299  Z           -   3,979,612.500 (meters)                     COMP
 AE4299  LAPLACE CORR-          -4.56  (seconds)                    DEFLEC99
 AE4299  ELLIP HEIGHT-        1857.33  (meters)          (12/03/02) GPS OBS
 AE4299  GEOID HEIGHT-         -19.15  (meters)                     GEOID03
 AE4299
 AE4299  HORZ ORDER  -  FIRST
 AE4299  ELLP ORDER  -  FOURTH    CLASS II
 AE4299
 AE4299.The horizontal coordinates were established by GPS observations
 AE4299.and adjusted by the National Geodetic Survey in October 1997..
 AE4299
 AE4299.The orthometric height was determined by GPS observations and a
 AE4299.high-resolution geoid model.
 AE4299
 AE4299.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4299
 AE4299.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4299
 AE4299.The ellipsoidal height was determined by GPS observations
 AE4299.and is referenced to NAD 83.
 AE4299
 AE4299.The geoid height was determined by GEOID03.
 AE4299
 AE4299;                    North         East     Units Scale Factor Converg.
 AE4299;SPC CO C     -   417,250.431 1,024,383.547   MT  0.99994628   +0 47 56.4
 AE4299;SPC CO C     - 1,368,929.12  3,360,831.69   sFT  0.99994628   +0 47 56.4
 AE4299;UTM  13      - 4,299,236.758   566,554.057   MT  0.99965454   +0 28 51.4
 AE4299
 AE4299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4299!SPC CO C     -   0.99970867  x   0.99994628  =   0.99965497
 AE4299!UTM  13      -   0.99970867  x   0.99965454  =   0.99936331
 AE4299
 AE4299                          SUPERSEDED SURVEY CONTROL
 AE4299
 AE4299  ELLIP H (10/31/97) 1857.34   (m)                       GP(       ) 4 1
 AE4299
 AE4299.Superseded values are not recommended for survey control.
 AE4299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4299.See file dsdata.txt to determine how the superseded data were derived.
 AE4299
 AE4299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6655499237(NAD 83)
 AE4299_MARKER: DH = HORIZONTAL CONTROL DISK
 AE4299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4299_STAMPING: MARRIOTT 1996
 AE4299_MARK LOGO: NGS   
 AE4299_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE4299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4299+STABILITY: SURFACE MOTION
 AE4299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4299+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4299
 AE4299  HISTORY     - Date     Condition        Report By
 AE4299  HISTORY     - 1996     MONUMENTED       NGS
 AE4299
 AE4299                          STATION DESCRIPTION
 AE4299
 AE4299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE4299'THE STATION IS LOCATED ABOUT 8.4 MI (13.5 KM) EAST OF ELLICOTT AND 0.6
 AE4299'MI (1.0 KM) WEST OF YODER, IN THE SOUTHWEST 1/4 OF SECTION 9, T 14 S,
 AE4299'R 61 W, AT STATE HIGHWAY 94 MILEPOST 25.45.  OWNERSHIP--COLORADO DEPT.
 AE4299'OF TRANSPORTATION RIGHT-OF-WAY  TO REACH THE STATION FROM THE
 AE4299'INTERSECTION OF YODER ROAD AND STATE HIGHWAY 94 IN THE TOWN OF YODER,
 AE4299'GO WEST ON STATE HIGHWAY 94 FOR 0.6 MI (1.0 KM) TO THE STATION ON THE
 AE4299'RIGHT, NORTHSIDE OF THE HIGHWAY  THE MARK IS A STANDARD DISK SET IN
 AE4299'THE TOP OF A 50 CM ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS
 AE4299'14.8 M (48.6 FT) NORTH FROM THE CENTER LINE OF STATE HIGHWAY 94, 6.7 M
 AE4299'(22.0 FT) WEST FROM THE CENTER OF A FIELD ROAD GOING NORTH, 0.65 M
 AE4299'(2.13 FT) SOUTH FROM THE RIGHT-OF-WAY FENCE, 0.55 M (1.80 FT) SOUTH
 AE4299'FROM A WITNESS POST AND ABOUT 60 CM BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0986 ***********************************************************************
 JJ0986  DESIGNATION -  MARSCHEL
 JJ0986  PID         -  JJ0986
 JJ0986  STATE/COUNTY-  CO/CHEYENNE
 JJ0986  USGS QUAD   -  NORTH OF SHERIDAN LAKE (1982)
 JJ0986
 JJ0986                         *CURRENT SURVEY CONTROL
 JJ0986  ___________________________________________________________________
 JJ0986* NAD 83(1992)-  38 36 55.05246(N)    102 19 38.48056(W)     ADJUSTED  
 JJ0986* NAVD 88     -      1278.7    (meters)    4195.     (feet)  GPS OBS   
 JJ0986  ___________________________________________________________________
 JJ0986  X           -  -1,065,578.437 (meters)                     COMP
 JJ0986  Y           -  -4,875,997.929 (meters)                     COMP
 JJ0986  Z           -   3,959,821.103 (meters)                     COMP
 JJ0986  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 JJ0986  ELLIP HEIGHT-        1255.76  (meters)          (12/03/02) GPS OBS
 JJ0986  GEOID HEIGHT-         -22.90  (meters)                     GEOID03
 JJ0986
 JJ0986  HORZ ORDER  -  FIRST
 JJ0986  ELLP ORDER  -  FOURTH    CLASS II
 JJ0986
 JJ0986.The horizontal coordinates were established by GPS observations
 JJ0986.and adjusted by the National Geodetic Survey in November 1993..
 JJ0986
 JJ0986.The orthometric height was determined by GPS observations and a
 JJ0986.high-resolution geoid model.
 JJ0986
 JJ0986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JJ0986
 JJ0986.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0986
 JJ0986.The ellipsoidal height was determined by GPS observations
 JJ0986.and is referenced to NAD 83.
 JJ0986
 JJ0986.The geoid height was determined by GEOID03.
 JJ0986
 JJ0986;                    North         East     Units Scale Factor Converg.
 JJ0986;SPC CO C     -   396,428.119 1,190,654.639   MT  0.99997161   +2 00 03.4
 JJ0986;SPC CO C     - 1,300,614.59  3,906,339.43   sFT  0.99997161   +2 00 03.4
 JJ0986;SPC CO S     -   525,770.028 1,190,676.097   MT  1.00003828   +1 56 45.7
 JJ0986;SPC CO S     - 1,724,963.83  3,906,409.83   sFT  1.00003828   +1 56 45.7
 JJ0986;UTM  13      - 4,277,475.008   732,695.780   MT  1.00026685   +1 40 07.4
 JJ0986
 JJ0986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0986!SPC CO C     -   0.99980301  x   0.99997161  =   0.99977462
 JJ0986!SPC CO S     -   0.99980301  x   1.00003828  =   0.99984128
 JJ0986!UTM  13      -   0.99980301  x   1.00026685  =   1.00006980
 JJ0986
 JJ0986                          SUPERSEDED SURVEY CONTROL
 JJ0986
 JJ0986  NAD 83(1992)-  38 36 55.05355(N)    102 19 38.47743(W) AD(       ) 1
 JJ0986  ELLIP H (09/13/93) 1255.69   (m)                       GP(       ) 3 1
 JJ0986
 JJ0986.Superseded values are not recommended for survey control.
 JJ0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0986.See file dsdata.txt to determine how the superseded data were derived.
 JJ0986
 JJ0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC3269677475(NAD 83)
 JJ0986_MARKER: I = METAL ROD
 JJ0986_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 JJ0986_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 JJ0986_STAMPING: MARSCHEL 1992
 JJ0986_MARK LOGO: NGS   
 JJ0986_MAGNETIC: I = MARKER IS A STEEL ROD
 JJ0986_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JJ0986+STABILITY: POSITION/ELEVATION WELL
 JJ0986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0986+SATELLITE: SATELLITE OBSERVATIONS - 1992
 JJ0986
 JJ0986  HISTORY     - Date     Condition        Report By
 JJ0986  HISTORY     - 1992     MONUMENTED       CODH
 JJ0986
 JJ0986                          STATION DESCRIPTION
 JJ0986
 JJ0986'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1992
 JJ0986'THE STATION IS LOCATED ABOUT 15 MI (24.14 KM) SOUTH - SOUTHEAST OF
 JJ0986'CHEYENNE WELLS, 11 MI (17.70 KM) NORTH - NORTHWEST OF SHERIDAN LAKE,
 JJ0986'AT THE CHEYENNE - KIOWA COUNTY LINE, IN THE SOUTHWEST 1/4 OF SECTION
 JJ0986'35, T 16 S, R 44 W, AT U.S. HIGHWAY 385 MILEPOST 135.55.
 JJ0986'OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION.
 JJ0986'TO REACH THE STATION FROM THE JUCTION OF U.S. HIGHWAY 385 AND U.S.
 JJ0986'HIGHWAY 40 EAST OF CHEYENNE WELLS, GO SOUTH ON U.S. HIGHWAY 385 FOR
 JJ0986'14.25 MI (22.93 KM) TO THE STATION ON THE LEFT.
 JJ0986'THE STATION MARK IS A PUNCH MARK IN THE TOP OF A STEEL ROD IN A PVC
 JJ0986'PIPE WITH A LOGO CAP SET IN A ROUND CONCRETE SLEEVE FLUSH WITH THE
 JJ0986'GROUND. IT IS 124.5 FT (37.95 M) NORTHEAST OF THE -KIOWA COUNTY- SIGN
 JJ0986', 47.2 FT (14.39 M) EAST OF THE CENTERLINE OF U.S. HIGHWAY 385, 44.8
 JJ0986'FT (13.66 M) SOUTH OF THE -CHEYENNE COUNTY- SIGN, 8.6 FT (2.62 M)
 JJ0986'NORTH OF THE CORNER POST OF AN EAST - WEST FENCE, 3.0 FT (0.91 M)
 JJ0986'WEST OF A RAILROAD TIE POST, 1.9 FT (0.58 M) SOUTH OF A FIBERGLASS
 JJ0986'WITNESS POST, 1.6 FT (0.49 M) NORTH OF A FIBERGLASS WITNESS POST, AND
 JJ0986'ABOUT 3 FT (0.91 M) LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0454 ***********************************************************************
 HL0454  DESIGNATION -  MARSH
 HL0454  PID         -  HL0454
 HL0454  STATE/COUNTY-  CO/SAGUACHE
 HL0454  USGS QUAD   -  CENTER NORTH (1968)
 HL0454
 HL0454                         *CURRENT SURVEY CONTROL
 HL0454  ___________________________________________________________________
 HL0454* NAD 83(1992)-  37 52 17.92396(N)    106 06 33.99096(W)     ADJUSTED  
 HL0454* NAVD 88     -      2313.9    (meters)    7592.     (feet)  VERTCON   
 HL0454  ___________________________________________________________________
 HL0454  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 HL0454  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 HL0454
 HL0454  HORZ ORDER  -  FIRST
 HL0454
 HL0454.The horizontal coordinates were established by classical geodetic methods
 HL0454.and adjusted by the National Geodetic Survey in January 1993..
 HL0454
 HL0454.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0454
 HL0454.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0454
 HL0454.The geoid height was determined by GEOID03.
 HL0454
 HL0454;                    North         East     Units Scale Factor Converg.
 HL0454;SPC CO S     -   438,708.931   860,783.178   MT  0.99994561   -0 22 25.7
 HL0454;SPC CO S     - 1,439,330.88  2,824,086.14   sFT  0.99994561   -0 22 25.7
 HL0454;UTM  13      - 4,192,153.977   402,422.917   MT  0.99971727   -0 40 52.1
 HL0454
 HL0454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0454!SPC CO S     -   0.99963956  x   0.99994561  =   0.99958519
 HL0454!UTM  13      -   0.99963956  x   0.99971727  =   0.99935693
 HL0454
 HL0454|---------------------------------------------------------------------|
 HL0454| PID    Reference Object                     Distance      Geod. Az  |
 HL0454|                                                           dddmmss.s |
 HL0454| CM7609 MARSH RM 1                           32.480 METERS 08206     |
 HL0454| CM7608 MARSH AZ MK                                        0875207.5 |
 HL0454| HL0453 CENTER BLACK AND SILVER TANK        APPROX.13.1 KM 1791643.8 |
 HL0454| CM7610 MARSH RM 2                           19.284 METERS 28349     |
 HL0454|---------------------------------------------------------------------|
 HL0454
 HL0454                          SUPERSEDED SURVEY CONTROL
 HL0454
 HL0454  NAD 83(1986)-  37 52 17.92239(N)    106 06 34.00230(W) AD(       ) 1
 HL0454  NAD 27      -  37 52 17.92000(N)    106 06 31.92000(W) AD(       ) 1
 HL0454  NGVD 29 (07/19/86) 2312.6    (m)         7587.     (f) VERT ANG       
 HL0454
 HL0454.Superseded values are not recommended for survey control.
 HL0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0454.See file dsdata.txt to determine how the superseded data were derived.
 HL0454
 HL0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB0242392154(NAD 83)
 HL0454_MARKER: DS = TRIANGULATION STATION DISK
 HL0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0454
 HL0454  HISTORY     - Date     Condition        Report By
 HL0454  HISTORY     - 1935     MONUMENTED       CGS
 HL0454
 HL0454                          STATION DESCRIPTION
 HL0454
 HL0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 HL0454'STATION IS LOCATED NEAR THE NW EDGE OF A LARGE SALT MARSH
 HL0454'ABOUT 8 MILES N OF CENTER, 2 MILES E OF COLORADO HIGHWAY 15
 HL0454'AND 1 MILE E OF A GROUP OF RANCH BUILDINGS.  IT IS IN NW
 HL0454'CORNER OF SW 1/4 SEC. 21, T 42 N, R 8 E.
 HL0454'
 HL0454'THE STATION MARK PROJECTS 8 INCHES AND IS 10 YARDS S OF THE
 HL0454'CENTER LINE OF AN E AND W IRRIGATION DITCH.
 HL0454'
 HL0454'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HL0454'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 HL0454'
 HL0454'REFERENCE MARK NO. 1 PROJECTS 8 INCHES AND IS ENE OF THE
 HL0454'STATION.  IT IS ON THE S BANK OF THE ABOVE DITCH.
 HL0454'
 HL0454'REFERENCE MARK NO. 2 PROJECTS 8 INCHES AND IS NW BY N OF THE
 HL0454'STATION.  IT IS ON THE S BANK OF THE ABOVE DITCH.
 HL0454'
 HL0454'AZIMUTH MARK PROJECTS 6 INCHES AND IS E OF THE STATION.  IT
 HL0454'IS 1 FOOT S OF THE RIGHT-OF-WAY FENCE ON THE N SIDE OF THE
 HL0454'E-W ROAD THAT PASSES THE STATION AND 30 FEET W OF A T-FENCE
 HL0454'CORNER IN THE ABOVE FENCE.
 HL0454'
 HL0454'TO REACH THE STATION FROM THE GRADED CROSS ROAD AND CANAL
 HL0454'AT THE SW EDGE OF THE SMALL TOWN OF CENTER GO N ON GRADED
 HL0454'ROAD 6.0 MILES TO A T-INTERSECTION (STEM S), TURN RIGHT
 HL0454'AND GO E 1.0 MILE TO A GRADED CROSS ROAD.  TURN LEFT AND GO N
 HL0454'2.5 MILES TO A ROAD ON THE LEFT.  HERE TURN LEFT, PASS THRU
 HL0454'GATE AND DRIVE W ON PLAIN TRACK ROAD 1.0 MILE (PASSING THROUGH
 HL0454'GATE AT 0.5 MILE) TO A T-INTERSECTION OF FENCES ON THE N SIDE
 HL0454'OF THE ROAD.  THE STATION IS ON THE S SIDE OF THE DITCH ABOUT
 HL0454'30 YARDS FROM THIS POINT.
 HL0454'
 HL0454'A 20-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3460 ***********************************************************************
 AJ3460  DESIGNATION -  MARSHA
 AJ3460  PID         -  AJ3460
 AJ3460  STATE/COUNTY-  CO/MESA
 AJ3460  USGS QUAD   -  PALISADE (1962)
 AJ3460
 AJ3460                         *CURRENT SURVEY CONTROL
 AJ3460  ___________________________________________________________________
 AJ3460* NAD 83(1992)-  39 07 20.30125(N)    108 19 16.84748(W)     ADJUSTED  
 AJ3460* NAVD 88     -      1439.6    (meters)    4723.     (feet)  GPS OBS   
 AJ3460  ___________________________________________________________________
 AJ3460  X           -  -1,557,860.343 (meters)                     COMP
 AJ3460  Y           -  -4,704,654.130 (meters)                     COMP
 AJ3460  Z           -   4,003,757.933 (meters)                     COMP
 AJ3460  LAPLACE CORR-           7.96  (seconds)                    DEFLEC99
 AJ3460  ELLIP HEIGHT-        1423.12  (meters)          (12/03/02) GPS OBS
 AJ3460  GEOID HEIGHT-         -16.40  (meters)                     GEOID03
 AJ3460
 AJ3460  HORZ ORDER  -  FIRST
 AJ3460  ELLP ORDER  -  FOURTH    CLASS II
 AJ3460
 AJ3460.The horizontal coordinates were established by GPS observations
 AJ3460.and adjusted by the National Geodetic Survey in May 2001..
 AJ3460
 AJ3460.The orthometric height was determined by GPS observations and a
 AJ3460.high-resolution geoid model.
 AJ3460
 AJ3460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3460
 AJ3460.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3460
 AJ3460.The ellipsoidal height was determined by GPS observations
 AJ3460.and is referenced to NAD 83.
 AJ3460
 AJ3460.The geoid height was determined by GEOID03.
 AJ3460
 AJ3460;                    North         East     Units Scale Factor Converg.
 AJ3460;SPC CO C     -   451,673.966   670,474.882   MT  0.99993598   -1 46 45.8
 AJ3460;SPC CO C     - 1,481,867.00  2,199,716.34   sFT  0.99993598   -1 46 45.8
 AJ3460;UTM  12      - 4,333,766.026   731,566.818   MT  1.00026032   +1 41 27.3
 AJ3460
 AJ3460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3460!SPC CO C     -   0.99977677  x   0.99993598  =   0.99971277
 AJ3460!UTM  12      -   0.99977677  x   1.00026032  =   1.00003703
 AJ3460
 AJ3460                          SUPERSEDED SURVEY CONTROL
 AJ3460
 AJ3460  ELLIP H (05/31/01) 1423.13   (m)                       GP(       ) 4 2
 AJ3460
 AJ3460.Superseded values are not recommended for survey control.
 AJ3460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3460.See file dsdata.txt to determine how the superseded data were derived.
 AJ3460
 AJ3460_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ3156733766(NAD 83)
 AJ3460_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ3460_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AJ3460+WITH SETTING: PAVEMENT
 AJ3460_SP_SET: LARGE CONCRETE SLAB
 AJ3460_STAMPING: MARSHA 2000
 AJ3460_MARK LOGO: NGS   
 AJ3460_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3460+STABILITY: SURFACE MOTION
 AJ3460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3460+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005
 AJ3460
 AJ3460  HISTORY     - Date     Condition        Report By
 AJ3460  HISTORY     - 20001005 MONUMENTED       NGS
 AJ3460  HISTORY     - 20050607 GOOD             GEOCAC
 AJ3460
 AJ3460                          STATION DESCRIPTION
 AJ3460
 AJ3460'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 AJ3460'THE STATION IS LOCATED ABOUT 2.0 MI NORTHEAST OF PALISADE, 0.2 MI
 AJ3460'SOUTH-SOUTHEAST FROM THE INTERSECTION OF INTERSTATE 70 AND U. S.
 AJ3460'HIGHWAYS 6 AND 24 AND BETWEEN THE COLORADO RIVER AND U. S.
 AJ3460'HIGHWAY 6 AND 24, IN THE SOUTHWEST 1/4 OF SECTION 2, T 11 S, R 98 W,
 AJ3460'AT U.S. HIGHWAY 6 AND 24 MILEPOST 45.6. OWNERSHIP--UNKNOWN.
 AJ3460' 
 AJ3460'TO REACH THE STATION FROM THE INTERSECTION OF BRENTWOOD DRIVE
 AJ3460'AND WEST 8TH STREET, U. S. HIGHWAY 6 AND 24, ON THE EAST SIDE OF
 AJ3460'PALISADE, GO EAST ON WEST 8TH STREET FOR 0.2 MI TO A BRIDGE OVER
 AJ3460'THE COLORADO RIVER. CONTINUE AHEAD, EAST, FOR 2.25 MI TO THE
 AJ3460'STATION ON THE LEFT, AT A REVERSE FORK WHERE U.S. HIGHWAY 6 AND 24
 AJ3460'MEET NORTH RIVER ROAD ON THE LEFT AND THE STATION ON THE LEFT.
 AJ3460' 
 AJ3460'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF A 4.9
 AJ3460'M BY 6.1 M CONCRETE SLAB FOR THE UTE WATER MAIN IN THE SOUTHEAST
 AJ3460'CORNER OF THE SLAB. IT IS 27.3 M WEST-SOUTHWEST FROM THE CENTER
 AJ3460'LINE OF THE EAST BOUND U. S. HIGHWAY 6 AND 24, 22.2 M
 AJ3460'NORTH-NORTHWEST FROM A LIGHT POLE, 9.4 M WEST-SOUTHWEST FROM
 AJ3460'THE EDGE OF OIL FOR THE NORTH RIVER ROAD, 3.4 M NORTH-NORTHWEST
 AJ3460'FROM A WITNESS POST AND END OF THE RIGHT-OF-WAY FENCE, 0.4 M
 AJ3460'WEST-SOUTHWEST FROM THE EAST SIDE OF THE SLAB, 0.4 M
 AJ3460'NORTH-NORTHWEST FROM THE SOUTH SIDE OF THE SLAB AND ABOUT 0.5 M
 AJ3460'BELOW THE HIGHWAY.
 AJ3460'
 AJ3460
 AJ3460                          STATION RECOVERY (2005)
 AJ3460
 AJ3460'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 AJ3460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7429 ***********************************************************************
 DG7429  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG7429  DESIGNATION -  MARSHALL FIELD CORS ARP
 DG7429  CORS_ID     -  P041
 DG7429  PID         -  DG7429
 DG7429  STATE/COUNTY-  CO/BOULDER
 DG7429  USGS QUAD   -  LOUISVILLE (1994)
 DG7429
 DG7429                         *CURRENT SURVEY CONTROL
 DG7429  ___________________________________________________________________
 DG7429* NAD 83(CORS)-  39 56 58.15000(N)    105 11 39.31685(W)     ADJUSTED  
 DG7429* NAVD 88     -                                                        
 DG7429  ___________________________________________________________________
 DG7429  EPOCH DATE  -        2002.00
 DG7429  X           -  -1,283,633.478 (meters)                     COMP
 DG7429  Y           -  -4,726,429.196 (meters)                     COMP
 DG7429  Z           -   4,074,798.086 (meters)                     COMP
 DG7429  ELLIP HEIGHT-        1729.71  (meters)          (10/??/04) GPS OBS
 DG7429  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 DG7429
 DG7429  HORZ ORDER  -  SPECIAL (CORS)
 DG7429  ELLP ORDER  -  SPECIAL (CORS)
 DG7429
 DG7429.ITRF positions are available for this station.
 DG7429.The coordinates were established by GPS observations
 DG7429.and adjusted by the National Geodetic Survey in October 2004..
 DG7429.The coordinates are valid at the epoch date displayed above.
 DG7429.The epoch date for horizontal control is a decimal equivalence
 DG7429.of Year/Month/Day.
 DG7429
 DG7429
 DG7429.The PID for the CORS L1 Phase Center is DG7430.
 DG7429
 DG7429.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG7429
 DG7429.The ellipsoidal height was determined by GPS observations
 DG7429.and is referenced to NAD 83.
 DG7429
 DG7429.The geoid height was determined by GEOID03.
 DG7429
 DG7429;                    North         East     Units Scale Factor Converg.
 DG7429;SPC CO N     -   373,256.924   940,529.009   MT  0.99997059   +0 11 51.2
 DG7429;SPC CO N     - 1,224,593.76  3,085,718.92   sFT  0.99997059   +0 11 51.2
 DG7429
 DG7429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7429!SPC CO N     -   0.99972872  x   0.99997059  =   0.99969932
 DG7429
 DG7429                          SUPERSEDED SURVEY CONTROL
 DG7429
 DG7429.No superseded survey control is available for this station.
 DG7429
 DG7429_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE8340622169(NAD 83)
 DG7429_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG7429
 DG7429                          STATION DESCRIPTION
 DG7429
 DG7429'DESCRIBED BY NATIONAL GEODETIC SURVEY 2004
 DG7429'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG7429'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG7429'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG7429'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG7429'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7430 ***********************************************************************
 DG7430  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG7430  DESIGNATION -  MARSHALL FIELD CORS L1 PHASE CENTER
 DG7430  CORS_ID     -  P041
 DG7430  PID         -  DG7430
 DG7430  STATE/COUNTY-  CO/BOULDER
 DG7430  USGS QUAD   -  LOUISVILLE (1994)
 DG7430
 DG7430                         *CURRENT SURVEY CONTROL
 DG7430  ___________________________________________________________________
 DG7430* NAD 83(CORS)-  39 56 58.15004(N)    105 11 39.31683(W)     ADJUSTED  
 DG7430* NAVD 88     -                                                        
 DG7430  ___________________________________________________________________
 DG7430  EPOCH DATE  -        2002.00
 DG7430  X           -  -1,283,633.500 (meters)                     COMP
 DG7430  Y           -  -4,726,429.276 (meters)                     COMP
 DG7430  Z           -   4,074,798.158 (meters)                     COMP
 DG7430  ELLIP HEIGHT-        1729.82  (meters)          (10/??/04) GPS OBS
 DG7430  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 DG7430
 DG7430  HORZ ORDER  -  SPECIAL (CORS)
 DG7430  ELLP ORDER  -  SPECIAL (CORS)
 DG7430
 DG7430.ITRF positions are available for this station.
 DG7430.The coordinates were established by GPS observations
 DG7430.and adjusted by the National Geodetic Survey in October 2004..
 DG7430.The coordinates are valid at the epoch date displayed above.
 DG7430.The epoch date for horizontal control is a decimal equivalence
 DG7430.of Year/Month/Day.
 DG7430
 DG7430
 DG7430.The PID for the CORS ARP is DG7429.
 DG7430
 DG7430.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG7430
 DG7430.The ellipsoidal height was determined by GPS observations
 DG7430.and is referenced to NAD 83.
 DG7430
 DG7430.The geoid height was determined by GEOID03.
 DG7430
 DG7430;                    North         East     Units Scale Factor Converg.
 DG7430;SPC CO N     -   373,256.926   940,529.010   MT  0.99997059   +0 11 51.2
 DG7430;SPC CO N     - 1,224,593.76  3,085,718.93   sFT  0.99997059   +0 11 51.2
 DG7430
 DG7430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7430!SPC CO N     -   0.99972870  x   0.99997059  =   0.99969930
 DG7430
 DG7430                          SUPERSEDED SURVEY CONTROL
 DG7430
 DG7430.No superseded survey control is available for this station.
 DG7430
 DG7430_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE8340622169(NAD 83)
 DG7430_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG7430
 DG7430                          STATION DESCRIPTION
 DG7430
 DG7430'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG7430'STATION IS A GPS CORS.  LATEST INFORMATION INCLUDING POSITIONS AND
 DG7430'VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG7430'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG7430'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG7430'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DG7431 ***********************************************************************
 DG7431  DESIGNATION -  MARSHALL FIELD GRP
 DG7431  PID         -  DG7431
 DG7431  STATE/COUNTY-  CO/BOULDER
 DG7431  USGS QUAD   -  LOUISVILLE (1994)
 DG7431
 DG7431                         *CURRENT SURVEY CONTROL
 DG7431  ___________________________________________________________________
 DG7431* NAD 83(CORS)-  39 56 58.15000(N)    105 11 39.31685(W)     ADJUSTED  
 DG7431* NAVD 88     -                                                        
 DG7431  ___________________________________________________________________
 DG7431  EPOCH DATE  -        2002.00
 DG7431  X           -  -1,283,633.476 (meters)                     COMP
 DG7431  Y           -  -4,726,429.188 (meters)                     COMP
 DG7431  Z           -   4,074,798.080 (meters)                     COMP
 DG7431  LAPLACE CORR-         -15.84  (seconds)                    DEFLEC99
 DG7431  ELLIP HEIGHT-        1729.70  (meters)          (10/??/04) GPS OBS
 DG7431  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 DG7431
 DG7431  HORZ ORDER  -  A
 DG7431  ELLP ORDER  -  FOURTH    CLASS I
 DG7431
 DG7431.ITRF positions are available for this station.
 DG7431.The horizontal coordinates were established by GPS observations
 DG7431.and adjusted by the National Geodetic Survey in October 2004..
 DG7431.The horizontal coordinates are valid at the epoch date displayed above.
 DG7431.The epoch date for horizontal control is a decimal equivalence
 DG7431.of Year/Month/Day.
 DG7431
 DG7431
 DG7431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG7431
 DG7431.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG7431
 DG7431.The ellipsoidal height was determined by GPS observations
 DG7431.and is referenced to NAD 83.
 DG7431
 DG7431.The geoid height was determined by GEOID03.
 DG7431
 DG7431;                    North         East     Units Scale Factor Converg.
 DG7431;SPC CO N     -   373,256.924   940,529.009   MT  0.99997059   +0 11 51.2
 DG7431;SPC CO N     - 1,224,593.76  3,085,718.92   sFT  0.99997059   +0 11 51.2
 DG7431;UTM  13      - 4,422,168.758   483,406.261   MT  0.99960339   -0 07 29.0
 DG7431
 DG7431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG7431!SPC CO N     -   0.99972872  x   0.99997059  =   0.99969932
 DG7431!UTM  13      -   0.99972872  x   0.99960339  =   0.99933222
 DG7431
 DG7431                          SUPERSEDED SURVEY CONTROL
 DG7431
 DG7431.No superseded survey control is available for this station.
 DG7431
 DG7431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE8340622169(NAD 83)
 DG7431_STAMPING: UNKNOWN
 DG7431'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'P041'
 DG7431'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DG7431'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DG7431'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DG7431'   FTP CORS.NGS.NOAA.GOV: CORS/COORD  AND  CORS/STATION_LOG
 DG7431'   HTTP://WWW.NGS.NOAA.GOV  UNDER PRODUCTS AND SERVICES.
 DG7431'
 DG7431' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1469 ***********************************************************************
 KK1469  DESIGNATION -  MARSTON
 KK1469  PID         -  KK1469
 KK1469  STATE/COUNTY-  CO/JEFFERSON
 KK1469  USGS QUAD   -  LITTLETON (1994)
 KK1469
 KK1469                         *CURRENT SURVEY CONTROL
 KK1469  ___________________________________________________________________
 KK1469* NAD 83(1992)-  39 35 02.15929(N)    105 05 21.77941(W)     ADJUSTED  
 KK1469* NAVD 88     -      1729.798  (meters)    5675.18   (feet)  ADJUSTED  
 KK1469  ___________________________________________________________________
 KK1469  LAPLACE CORR-         -15.02  (seconds)                    DEFLEC99
 KK1469  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 KK1469  DYNAMIC HT  -        1728.078 (meters)    5669.54  (feet)  COMP
 KK1469  MODELED GRAV-     979,571.4   (mgal)                       NAVD 88
 KK1469
 KK1469  HORZ ORDER  -  FIRST
 KK1469  VERT ORDER  -  FIRST     CLASS II
 KK1469
 KK1469.The horizontal coordinates were established by classical geodetic methods
 KK1469.and adjusted by the National Geodetic Survey in January 1993..
 KK1469
 KK1469.The orthometric height was determined by differential leveling
 KK1469.and adjusted by the National Geodetic Survey in June 1991..
 KK1469
 KK1469.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1469
 KK1469.The geoid height was determined by GEOID03.
 KK1469
 KK1469.The dynamic height is computed by dividing the NAVD 88
 KK1469.geopotential number by the normal gravity value computed on the
 KK1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1469.degrees latitude (g = 980.6199 gals.).
 KK1469
 KK1469.The modeled gravity was interpolated from observed gravity values.
 KK1469
 KK1469;                    North         East     Units Scale Factor Converg.
 KK1469;SPC CO C     -   499,213.883   949,676.739   MT  0.99997137   +0 15 32.3
 KK1469;SPC CO C     - 1,637,837.55  3,115,731.10   sFT  0.99997137   +0 15 32.3
 KK1469;UTM  13      - 4,381,583.343   492,324.174   MT  0.99960073   -0 03 25.0
 KK1469
 KK1469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1469!SPC CO C     -   0.99973124  x   0.99997137  =   0.99970262
 KK1469!UTM  13      -   0.99973124  x   0.99960073  =   0.99933208
 KK1469
 KK1469:                Primary Azimuth Mark                     Grid Az
 KK1469:SPC CO C     -  LITTLETON HONEYWELL CORP TANK            091 43 00.2
 KK1469:UTM  13      -  LITTLETON HONEYWELL CORP TANK            092 01 57.5
 KK1469
 KK1469|---------------------------------------------------------------------|
 KK1469| PID    Reference Object                     Distance      Geod. Az  |
 KK1469|                                                           dddmmss.s |
 KK1469| KK1701 LITTLETON HONEYWELL CORP TANK       APPROX.13.6 KM 0915832.5 |
 KK1469| CP7705 MARSTON RM 1                          8.745 METERS 15944     |
 KK1469| CP7706 MARSTON RM 2                          9.512 METERS 32955     |
 KK1469| KK1820 LAKEHURST MUN TANK                  APPROX. 7.2 KM 3425139.0 |
 KK1469| KK1836 MARSTON AZ MK OFFSET                APPROX. 0.5 KM 3445521.4 |
 KK1469| KK1470 MARSTON AZ MK                       APPROX. 0.5 KM 3445519.2 |
 KK1469| KK1817 LAKEWOOD FED CORR INST STACK        APPROX. 6.6 KM 3473724.3 |
 KK1469| KK1816 LAKEWOOD FED CORR INST TANK         APPROX. 6.9 KM 3500104.5 |
 KK1469|---------------------------------------------------------------------|
 KK1469
 KK1469                          SUPERSEDED SURVEY CONTROL
 KK1469
 KK1469  NAD 83(1986)-  39 35 02.15634(N)    105 05 21.77849(W) AD(       ) 1
 KK1469  NAD 27      -  39 35 02.19775(N)    105 05 19.83112(W) AD(       ) 1
 KK1469  NGVD 29 (??/??/??) 1728.863  (m)         5672.11   (f) ADJUSTED    1 2
 KK1469
 KK1469.Superseded values are not recommended for survey control.
 KK1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1469.See file dsdata.txt to determine how the superseded data were derived.
 KK1469
 KK1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9232481583(NAD 83)
 KK1469_MARKER: DS = TRIANGULATION STATION DISK
 KK1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1469_SP_SET: CONCRETE POST
 KK1469_STAMPING: MARSTON 1977
 KK1469_MARK LOGO: NGS   
 KK1469_PROJECTION: FLUSH
 KK1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1469+STABILITY: SURFACE MOTION
 KK1469
 KK1469  HISTORY     - Date     Condition        Report By
 KK1469  HISTORY     - 1977     MONUMENTED       NGS
 KK1469  HISTORY     - 1983     GOOD             LOCENG
 KK1469  HISTORY     - 1984     GOOD             NGS
 KK1469
 KK1469                          STATION DESCRIPTION
 KK1469
 KK1469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1469'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF LITTLETON,
 KK1469'8 MILES SOUTH OF LAKEWOOD, ON STATE HIGHWAY RIGHT-OF-WAY AND
 KK1469'JUST WEST OF STATE HIGHWAY 121.  IT IS IN THE SOUTHWEST
 KK1469'QUARTER OF SECTION 26, T 5 S, R 69 W.
 KK1469'
 KK1469'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 285 AND
 KK1469'STATE HIGHWAY 121, WHICH IS AT THE SOUTH EDGE OF LAKEWOOD, GO
 KK1469'SOUTH ON STATE HIGHWAY 121 (SOUTH WADSWORTH BLVD), FOR
 KK1469'4.7 MILES
 KK1469'TO A ROAD RIGHT (WEST COLUMBINE DRIVE), AND THE
 KK1469'AZIMUTH MARK JUST
 KK1469'BEFORE REACHING A CROSSOVER BETWEEN THE NORTH AND SOUTHBOUND
 KK1469'LANES OF STATE HIGHWAY 121.  CONTINUE SOUTH ON STATE HIGHWAY
 KK1469'121 FOR 0.4 MILE TO THE STATION ON THE RIGHT ON A HIGH
 KK1469'CUTBANK.
 KK1469'
 KK1469'STATION MARKS, STAMPED---MARSTON 1977---, ARE STANDARD DISKS.
 KK1469'THE SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 KK1469'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 3.5
 KK1469'FEET EAST OF FENCE AND WITNESS POST, 40.5 FEET EAST OF THE
 KK1469'APPROXIMATE CENTER OF A GRAVELED ROAD AND 44 FEET WEST OF WEST
 KK1469'EDGE OF SOUTHBOUND STATE HIGHWAY 121.  THE UNDERGROUND DISK IS
 KK1469'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE
 KK1469'GROUND.
 KK1469'
 KK1469'REFERENCE MARK 1, STAMPED---MARSTON NO 1 1977---, IS A STANDARD
 KK1469'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH IS
 KK1469'FLUSH WITH THE GROUND.  IT IS 1 FOOT EAST OF A FENCE, 37 FEET
 KK1469'EAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD AND 46 FEET
 KK1469'WEST OF THE WEST EDGE OF SOUTHBOUND STATE HIGHWAY 121.
 KK1469'
 KK1469'REFERENCE MARK 2, STAMPED---MARSTON NO 2 1977---, IS A STANDARD
 KK1469'DISK SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KK1469'THAT IS FLUSH WITH THE GROUND.  IT IS 0.8 FOOT EAST OF A FENCE,
 KK1469'37 FEET EAST OF THE APPROXIMATE CENTER OF A GRAVELED ROAD AND
 KK1469'47 FEET WEST OF THE WEST EDGE OF SOUTHBOUND STATE HIGHWAY 121.
 KK1469'
 KK1469'AZIMUTH MARK, STAMPED---MARSTON 1977---, IS A STANDARD DISK
 KK1469'CEMENTED
 KK1469'IN A DRILL HOLE IN A CONCRETE SLAB.  IT IS 3.5 FEET
 KK1469'SOUTHEAST OF THE
 KK1469'CENTER OF A DRAIN, 13 FEET WEST OF THE WEST EDGE OF NORTHBOUND
 KK1469'LANE OF STATE HIGHWAY 121, 15 FEET EAST OF THE EAST EDGE OF THE
 KK1469'SOUTHBOUND LANE OF
 KK1469'STATE HIGHWAY AND 107.5 FEET NORTH-NORTHWEST OF THE SOUTH-
 KK1469'SOUTHEAST EDGE OF A CROSSOVER BETWEEN THE NORTH AND
 KK1469'SOUTHBOUND LANES OF STATE HIGHWAY 121.
 KK1469'
 KK1469'A 1/2-INCH RE-ENFORCEMENT ROD WAS SET AT THE STATION MARK AND
 KK1469'REFERENCE MARKS 1 AND 2.
 KK1469'HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 1.9 METERS.
 KK1469
 KK1469                          STATION RECOVERY (1983)
 KK1469
 KK1469'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983 (RMC)
 KK1469'MARSTON 1977 AS DESCRIBED BY JEFFERSON COUNTY MAPPING DEPARTMENT
 KK1469'RECOVERED IN EXCELLENT CONDITION.
 KK1469'
 KK1469'DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROXIMATELY 4 MILES
 KK1469'SOUTHEAST OF LITTLETON.
 KK1469
 KK1469                          STATION RECOVERY (1984)
 KK1469
 KK1469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK1469'IN COLUMBINE HILLS SUBDIVISION.
 KK1469'IN THE COLUMBINE HILLS SUBDIVISION, AT THE INTERSECTION OF WADSWORTH
 KK1469'BOULEVARD AND KEN CARYL AVENUE, ON THE HIGHEST POINT OF A HILL,
 KK1469'381.0 METERS (1250.0 FT) NORTH OF THE INTERSECTION OF THE AVENUE,
 KK1469'20.1 METERS (65.9 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES
 KK1469'OF THE BOULEVARD, AND 0.9 METER (3.0 FT) EAST OF A FENCE.
 KK1469'THE MARK IS 1.0 METERS  E FROM A WITNESS POST.
 KK1469'THE MARK IS 3.0 M ABOVE THE BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1470 ***********************************************************************
 KK1470  DESIGNATION -  MARSTON AZ MK
 KK1470  PID         -  KK1470
 KK1470  STATE/COUNTY-  CO/JEFFERSON
 KK1470  USGS QUAD   -  LITTLETON (1994)
 KK1470
 KK1470                         *CURRENT SURVEY CONTROL
 KK1470  ___________________________________________________________________
 KK1470* NAD 83(1992)-  39 35 18.60303(N)    105 05 27.50508(W)     ADJUSTED  
 KK1470* NAVD 88     -      1705.873  (meters)    5596.69   (feet)  ADJUSTED  
 KK1470  ___________________________________________________________________
 KK1470  LAPLACE CORR-         -15.05  (seconds)                    DEFLEC99
 KK1470  GEOID HEIGHT-         -16.23  (meters)                     GEOID03
 KK1470  DYNAMIC HT  -        1704.176 (meters)    5591.12  (feet)  COMP
 KK1470  MODELED GRAV-     979,571.9   (mgal)                       NAVD 88
 KK1470
 KK1470  HORZ ORDER  -  SECOND
 KK1470  VERT ORDER  -  FIRST     CLASS II
 KK1470
 KK1470.The horizontal coordinates were established by classical geodetic methods
 KK1470.and adjusted by the National Geodetic Survey in January 1993..
 KK1470
 KK1470.The orthometric height was determined by differential leveling
 KK1470.and adjusted by the National Geodetic Survey in June 1991..
 KK1470
 KK1470.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1470
 KK1470.The geoid height was determined by GEOID03.
 KK1470
 KK1470.The dynamic height is computed by dividing the NAVD 88
 KK1470.geopotential number by the normal gravity value computed on the
 KK1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1470.degrees latitude (g = 980.6199 gals.).
 KK1470
 KK1470.The modeled gravity was interpolated from observed gravity values.
 KK1470
 KK1470;                    North         East     Units Scale Factor Converg.
 KK1470;SPC CO C     -   499,720.384   949,537.824   MT  0.99997204   +0 15 28.7
 KK1470;SPC CO C     - 1,639,499.29  3,115,275.34   sFT  0.99997204   +0 15 28.7
 KK1470;UTM  13      - 4,382,090.414   492,188.105   MT  0.99960075   -0 03 28.7
 KK1470
 KK1470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1470!SPC CO C     -   0.99973499  x   0.99997204  =   0.99970704
 KK1470!UTM  13      -   0.99973499  x   0.99960075  =   0.99933585
 KK1470
 KK1470:                Primary Azimuth Mark                     Grid Az
 KK1470:SPC CO C     -  MARSTON                                  164 39 46.9
 KK1470:UTM  13      -  MARSTON                                  164 58 44.3
 KK1470
 KK1470|---------------------------------------------------------------------|
 KK1470| PID    Reference Object                     Distance      Geod. Az  |
 KK1470|                                                           dddmmss.s |
 KK1470| KK1469 MARSTON                             APPROX. 0.5 KM 1645515.6 |
 KK1470| KK1817 LAKEWOOD FED CORR INST STACK        APPROX. 6.0 KM 3475125.6 |
 KK1470| KK1816 LAKEWOOD FED CORR INST TANK         APPROX. 6.4 KM 3502559.8 |
 KK1470|---------------------------------------------------------------------|
 KK1470
 KK1470                          SUPERSEDED SURVEY CONTROL
 KK1470
 KK1470  NAD 83(1986)-  39 35 18.60044(N)    105 05 27.50426(W) AD(       ) 2
 KK1470  NAD 27      -  39 35 18.64211(N)    105 05 25.55673(W) AD(       ) 2
 KK1470  NGVD 29 (??/??/??) 1704.935  (m)         5593.61   (f) ADJUSTED    1 2
 KK1470
 KK1470.Superseded values are not recommended for survey control.
 KK1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1470.See file dsdata.txt to determine how the superseded data were derived.
 KK1470
 KK1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9218882090(NAD 83)
 KK1470_MARKER: DZ = AZIMUTH MARK DISK
 KK1470_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KK1470+WITH SETTING: PAVEMENT
 KK1470_SP_SET: STORM DRAIN
 KK1470_STAMPING: MARSTON 1977
 KK1470_MARK LOGO: NGS   
 KK1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1470+STABILITY: SURFACE MOTION
 KK1470
 KK1470  HISTORY     - Date     Condition        Report By
 KK1470  HISTORY     - 1977     MONUMENTED       NGS
 KK1470  HISTORY     - 1977     GOOD             LOCENG
 KK1470  HISTORY     - 1984     GOOD             NGS
 KK1470
 KK1470                          STATION DESCRIPTION
 KK1470
 KK1470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1470'THE STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF LITTLETON,
 KK1470'7-1/2 MILES SOUTH OF LAKEWOOD AND ON STATE HIGHWAY
 KK1470'RIGHT-OF-WAY.  IT IS IN THE SOUTHWEST QUARTER OF SECTION
 KK1470'26, T 5 S, R 69 W.
 KK1470'
 KK1470'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 285 AND
 KK1470'STATE HIGHWAY 121, WHICH IS AT THE SOUTH EDGE OF LAKEWOOD, GO
 KK1470'SOUTH ON STATE HIGHWAY 121 (SOUTH WADSWORTH BLVD) FOR
 KK1470'4.7 MILES TO
 KK1470'THE STATION ON THE LEFT JUST BEFORE REACHING A ROAD RIGHT
 KK1470'(WEST
 KK1470'COLUMBINE DRIVE ). THE STATION IS IN THE GRASSY MEDIAN
 KK1470'BETWEEN THE NORTH AND SOUTHBOUND LANES OF STATE HIGHWAY 121.
 KK1470'
 KK1470'STATION MARK, STAMPED---MARSTON 1977---, IS A STANDARD
 KK1470'AZIMUTH MARK DISK CEMENTED
 KK1470'IN A DRILL HOLE IN A CONCRETE SLAB.  IT IS 3.5 FEET SOUTHEAST
 KK1470'OF THE CENTER OF A DRAIN, 13 FEET WEST OF THE WEST EDGE OF THE
 KK1470'NORTHBOUND LANE OF STATE HIGHWAY 121, 15 FEET EAST OF THE EAST
 KK1470'EDGE OF THE SOUTHBOUND LANE OF THE HIGHWAY AND 107.5 FEET
 KK1470'NORTH-NORTHWEST OF THE SOUTH-SOUTHEAST EDGE OF A CROSSOVER
 KK1470'BETWEEN THE NORTH AND SOUTHBOUND LANES OF STATE HIGHWAY 121.
 KK1470'
 KK1470'AN EDM TRAVERSE TIE WAS MADE TO TRIANGULATION STATION
 KK1470'MARSTON.
 KK1470'
 KK1470'HEIGHT OF LIGHT ABOVE STATION MARK WAS 1.5 METERS.
 KK1470
 KK1470                          STATION RECOVERY (1977)
 KK1470
 KK1470'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1977 (RM)
 KK1470'AZ MARK MARSTON AS DESCRIBED BY JEFFERSON COUNTY MAPPING DEPARTMENT
 KK1470'RECOVERED IN EXCELLENT CONDITION.
 KK1470'
 KK1470'DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROXIMATELY 4 MILES
 KK1470'SOUTHEAST OF LITTLETON.
 KK1470
 KK1470                          STATION RECOVERY (1984)
 KK1470
 KK1470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK1470'IN COLUMBINE HILLS SUBDIVISION.
 KK1470'IN THE COLUMBINE HILLS SUBDIVISION, AT THE INTERSECTION OF WADSWORTH
 KK1470'BOULEVARD AND COLUMBINE AVENUE, SET IN THE CENTER OF THE NORTHERN ONE
 KK1470'HALF OF A CONCRETE STORM DRAIN IN THE MEDIAN OF THE BOULEVARD,
 KK1470'35.1 METERS (115.2 FT) NORTH OF THE CENTER OF THE AVENUE, 10.7 METERS
 KK1470'(35.1 FT) EAST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF THE
 KK1470'BOULEVARD, 10.1 METERS (33.2 FT) WEST OF THE CENTERLINE OF THE NORTH
 KK1470'BOUND LANES OF THE BOULEVARD, AND 0.9 METER (3.0 FT) NORTH OF THE
 KK1470'SOUTH END OF THE DRAIN.
 KK1470'THE MARK IS 0.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0432 ***********************************************************************
 JM0432  DESIGNATION -  MARTIN
 JM0432  PID         -  JM0432
 JM0432  STATE/COUNTY-  CO/MONTROSE
 JM0432  USGS QUAD   -  ROC CREEK (1994)
 JM0432
 JM0432                         *CURRENT SURVEY CONTROL
 JM0432  ___________________________________________________________________
 JM0432* NAD 83(1992)-  38 22 32.89915(N)    108 52 32.41967(W)     ADJUSTED  
 JM0432* NAVD 88     -      2138.2    (meters)    7015.     (feet)  VERTCON   
 JM0432  ___________________________________________________________________
 JM0432  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 JM0432  GEOID HEIGHT-         -18.76  (meters)                     GEOID03
 JM0432
 JM0432  HORZ ORDER  -  THIRD
 JM0432
 JM0432.The horizontal coordinates were established by classical geodetic methods
 JM0432.and adjusted by the National Geodetic Survey in November 1997..
 JM0432
 JM0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0432
 JM0432.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0432
 JM0432.The geoid height was determined by GEOID03.
 JM0432
 JM0432;                    North         East     Units Scale Factor Converg.
 JM0432;SPC CO S     -   499,822.271   619,494.819   MT  0.99999001   -2 04 14.0
 JM0432;SPC CO S     - 1,639,833.57  2,032,459.25   sFT  0.99999001   -2 04 14.0
 JM0432;UTM  12      - 4,249,648.923   685,564.350   MT  1.00002408   +1 19 09.1
 JM0432
 JM0432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0432!SPC CO S     -   0.99966756  x   0.99999001  =   0.99965757
 JM0432!UTM  12      -   0.99966756  x   1.00002408  =   0.99969163
 JM0432
 JM0432                          SUPERSEDED SURVEY CONTROL
 JM0432
 JM0432  NAD 83(1992)-  38 22 32.89477(N)    108 52 32.42275(W) AD(       ) 3
 JM0432  NAD 83(1986)-  38 22 32.89236(N)    108 52 32.41768(W) AD(       ) 3
 JM0432  NAD 27      -  38 22 32.93085(N)    108 52 30.03807(W) AD(       ) 3
 JM0432  NGVD 29 (07/19/86) 2137.0    (m)         7011.     (f) VERT ANG       
 JM0432
 JM0432.Superseded values are not recommended for survey control.
 JM0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0432.See file dsdata.txt to determine how the superseded data were derived.
 JM0432
 JM0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH8556449649(NAD 83)
 JM0432_MARKER: DD = SURVEY DISK
 JM0432_SETTING: 66 = SET IN ROCK OUTCROP
 JM0432_SP_SET: SET IN BEDROCK
 JM0432_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0432+STABILITY: POSITION/ELEVATION WELL
 JM0432
 JM0432  HISTORY     - Date     Condition        Report By
 JM0432  HISTORY     - 1947     MONUMENTED       USGS
 JM0432
 JM0432                          STATION DESCRIPTION
 JM0432
 JM0432'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JM0432'LOCATED ON HIGH POINT OF SMALL ROCK, TOP OF SOUTHWESTERN TIP OF MARTIN
 JM0432'MESA.  THIS POINT OVERLOOKS PARADOX VALLEY TO THE S. AND MARTIN MESA
 JM0432'TO THE N.  IN NE. 1/4 SEC. 32, T 48 N, R 18 W.
 JM0432'
 JM0432'TO REACH STATION FROM PARADOX, COLORADO, TAKE CARPENTER MESA ROAD 4.0
 JM0432'MI. TO TOP OF RIM, THENCE 4.25 MI. ON RD. E. ON EDGE OF RIM TO W. RIM
 JM0432'OF WILDCAT CANYON (END OF RD.).  FROM THIS POINT IT IS APPROXIMATELY
 JM0432'3 HRS. PACK TO SMALL ROCK TOP OF SE. EDGE OF WILDCAT CANYON RIM, WHICH
 JM0432'IS STATION SITE.
 JM0432'
 JM0432'STATION MARK--STANDARD TABLET, STAMPED ---MARTIN 1947---, AND
 JM0432'CEMENTED IN SANDSTONE BEDROCK.
 JM0432'
 JM0432'REFERENCE MARK NO. 1--CHISELED ARROW, IN SANDSTONE BEDROCK, 60 FT.
 JM0432'FROM STATION, 180 NORTH.
 JM0432'
 JM0432'REFERENCE MARK NO. 2--CHISELED ARROW, IN SANDSTONE BEDROCK, 41.5 FT.
 JM0432'FROM STATION, S 55 DEG E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0388 ***********************************************************************
 HJ0388  DESIGNATION -  MARTIN
 HJ0388  PID         -  HJ0388
 HJ0388  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0388  USGS QUAD   -  UTLEYVILLE (1978)
 HJ0388
 HJ0388                         *CURRENT SURVEY CONTROL
 HJ0388  ___________________________________________________________________
 HJ0388* NAD 83(1992)-  37 21 30.41337(N)    103 06 23.19591(W)     ADJUSTED  
 HJ0388* NAVD 88     -      1618.3    (meters)    5309.     (feet)  VERTCON   
 HJ0388  ___________________________________________________________________
 HJ0388  LAPLACE CORR-          -4.69  (seconds)                    DEFLEC99
 HJ0388  GEOID HEIGHT-         -21.74  (meters)                     GEOID03
 HJ0388
 HJ0388  HORZ ORDER  -  FIRST
 HJ0388
 HJ0388.The horizontal coordinates were established by classical geodetic methods
 HJ0388.and adjusted by the National Geodetic Survey in January 1993..
 HJ0388
 HJ0388.The NAVD 88 height was computed by applying the VERTCON shift value to
 HJ0388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HJ0388
 HJ0388.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0388
 HJ0388.The geoid height was determined by GEOID03.
 HJ0388
 HJ0388;                    North         East     Units Scale Factor Converg.
 HJ0388;SPC CO S     -   384,293.750 1,126,424.510   MT  0.99997965   +1 28 05.4
 HJ0388;SPC CO S     - 1,260,803.74  3,695,611.08   sFT  0.99997965   +1 28 05.4
 HJ0388;UTM  13      - 4,136,319.224   667,695.177   MT  0.99994641   +1 08 57.4
 HJ0388
 HJ0388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0388!SPC CO S     -   0.99974952  x   0.99997965  =   0.99972918
 HJ0388!UTM  13      -   0.99974952  x   0.99994641  =   0.99969595
 HJ0388
 HJ0388|---------------------------------------------------------------------|
 HJ0388| PID    Reference Object                     Distance      Geod. Az  |
 HJ0388|                                                           dddmmss.s |
 HJ0388| CM9045 MARTIN RM 2                          64.429 METERS 04202     |
 HJ0388| HJ0331 PRITCHETT MUNICIPAL TANK            APPROX.22.0 KM 0860148.9 |
 HJ0388| HJ0332 PRITCHETT GANO GRAIN CORP ELEV      APPROX.21.9 KM 0872439.2 |
 HJ0388| HJ0333 PRITCHETT H B S GRAIN ELEV          APPROX.21.7 KM 0873620.5 |
 HJ0388| CM9044 MARTIN RM 1                          54.052 METERS 33616     |
 HJ0388| CM9043 MARTIN AZ MK                                       3400411.4 |
 HJ0388|---------------------------------------------------------------------|
 HJ0388
 HJ0388                          SUPERSEDED SURVEY CONTROL
 HJ0388
 HJ0388  NAD 83(1986)-  37 21 30.40811(N)    103 06 23.18544(W) AD(       ) 1
 HJ0388  NAD 27      -  37 21 30.35180(N)    103 06 21.43597(W) AD(       ) 1
 HJ0388  NGVD 29 (07/19/86) 1617.5    (m)         5307.     (f) VERT ANG       
 HJ0388
 HJ0388.Superseded values are not recommended for survey control.
 HJ0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0388.See file dsdata.txt to determine how the superseded data were derived.
 HJ0388
 HJ0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB6769536319(NAD 83)
 HJ0388_MARKER: DS = TRIANGULATION STATION DISK
 HJ0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0388
 HJ0388  HISTORY     - Date     Condition        Report By
 HJ0388  HISTORY     - 1922     MONUMENTED       CGS
 HJ0388  HISTORY     - 1953     GOOD             CGS
 HJ0388  HISTORY     - 1972     GOOD             NGS
 HJ0388
 HJ0388                          STATION DESCRIPTION
 HJ0388
 HJ0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 HJ0388'ON THE HIGHEST POINT OF A GRASSY KNOLL NEAR THE HEAD OF FREEZEOUT
 HJ0388'CANYON, 10 MILES NORTHEAST OF KIM, AND 1 MILE SOUTHWEST OF THE
 HJ0388'HOMESTEAD OF F.A. MARTIN.  THE TIP OF POTATO BUTTE, 11 MILES
 HJ0388'SOUTH, IS JUST VISIBLE LATE IN THE AFTERNOON THROUGH A SADDLE.
 HJ0388'A MAIL ROUTE PASSES ABOUT 1 MILE EAST OF THE STATION.  SURFACE
 HJ0388'MARK IS DISK SET AS DESCRIBED.  UNDERGROUND MARK
 HJ0388'IS DISK SET.  REFERENCE MARKS ARE
 HJ0388'DISKS, SET, AT THE FOLLOWING DISTANCES
 HJ0388'AND BEARINGS FROM THE STATION--NO. 1, 54.08 METERS (177.4
 HJ0388'FEET).  NO. 2, 64.43 METERS (211.4 FEET).
 HJ0388
 HJ0388                          STATION RECOVERY (1953)
 HJ0388
 HJ0388'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HJ0388'THE STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS WERE IN
 HJ0388'GOOD CONDITION.  AN AZIMUTH MARK WAS ESTABLISHED AS WILL BE
 HJ0388'DESCRIBED LATER.  A COMPLETE DESCRIPTION FOLLOWS.
 HJ0388'
 HJ0388'THE STATION IS LOCATED ON THE HIGHEST POINT OF A GRASSY KNOLL
 HJ0388'THAT IS NEAR THE HEAD OF FREEZOUT CANYON.  IT IS ABOUT 10 MILES
 HJ0388'AIRLINE NORTHEAST OF KIM, ABOUT 14 MILES AIRLINE WEST OF PRITCHETT,
 HJ0388'AND ABOUT 1/2 MILE SOUTH OF A GRADED DIRT ROAD.
 HJ0388'
 HJ0388'THE STATION IS A STANDARD DISK STAMPED MARTIN 1922 AND SET IN THE
 HJ0388'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 HJ0388'GROUND.  IT IS 175 FEET SOUTH OF A WIRE FENCE.
 HJ0388'
 HJ0388'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MARTIN NO 1
 HJ0388'1922 AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 HJ0388'IS FLUSH WITH THE GROUND.  IT IS 4-1/2 FEET SOUTH OF THE WIRE
 HJ0388'FENCE AND ABOUT 4 FEET LOWER THAN THE STATION.
 HJ0388'
 HJ0388'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MARTIN NO
 HJ0388'2 1922 AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HJ0388'THAT IS FLUSH WITH THE GROUND.  IT IS 15 FEET SOUTH OF THE WIRE
 HJ0388'FENCE AND ABOUT 5 FEET LOWER THAN THE STATION.
 HJ0388'
 HJ0388'THE AZIMUTH MARK IS A STANDARD REFERENCE MARK DISK STAMPED MARTIN
 HJ0388'AZIMUTH 1922 1953 AND WELDED TO THE TOP OF A 1-INCH IRON PIPE THAT
 HJ0388'IS SET IN CONCRETE.  THE PIPE PROJECTS 7 INCHES.  IT IS 32 FEET
 HJ0388'SOUTH OF THE CENTER LINE OF THE ROAD, 30 FEET SOUTH-SOUTHEAST
 HJ0388'OF A CATTLE GUARD, 6 FEET EAST OF A FENCE CORNER, AND 1 FOOT
 HJ0388'NORTH OF A WIRE FENCE.
 HJ0388'
 HJ0388'TO REACH THE STATION FROM THE RAILROAD DEPOT IN PRITCHETT GO
 HJ0388'WESTERLY ON U.S. HIGHWAY 160 FOR 2.4 MILES TO A FORK.  TAKE THE
 HJ0388'RIGHT FORK, WEST, AND GO 11.5 MILES TO A CATTLE GUARD AND THE
 HJ0388'AZIMUTH MARK ON THE LEFT.  CROSS OVER THE CATTLE GUARD AND TURN
 HJ0388'LEFT, SOUTH, ALONG THE WEST SIDE OF THE FENCE AND GO 0.5 MILE TO A
 HJ0388'FENCE CORNER.  TURN LEFT, EAST, AND GO 0.35 MILE TO THE
 HJ0388'HIGHEST POINT OF THE GRASSY KNOLL AND THE STATION.
 HJ0388
 HJ0388                          STATION RECOVERY (1972)
 HJ0388
 HJ0388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS)
 HJ0388'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 HJ0388'WERE RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY DESCRIBED IN
 HJ0388'1953.  THE DESCRIPTION OF THE ROUTE TO REACH THE STATION IS
 HJ0388'ADEQUATE FOR RECOVERY.
 HJ0388'
 HJ0388'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES
 HJ0388'NORTHEAST OF KIM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5114 ***********************************************************************
 AC5114  DESIGNATION -  MARTINEZ
 AC5114  PID         -  AC5114
 AC5114  STATE/COUNTY-  CO/PUEBLO
 AC5114  USGS QUAD   -  NORTHEAST PUEBLO (1974)
 AC5114
 AC5114                         *CURRENT SURVEY CONTROL
 AC5114  ___________________________________________________________________
 AC5114* NAD 83(1992)-  38 15 49.42161(N)    104 36 40.31792(W)     ADJUSTED  
 AC5114* NAVD 88     -      1419.5    (meters)    4657.     (feet)  GPS OBS   
 AC5114  ___________________________________________________________________
 AC5114  X           -  -1,265,190.742 (meters)                     COMP
 AC5114  Y           -  -4,853,252.839 (meters)                     COMP
 AC5114  Z           -   3,929,337.496 (meters)                     COMP
 AC5114  LAPLACE CORR-          -7.03  (seconds)                    DEFLEC99
 AC5114  ELLIP HEIGHT-        1400.34  (meters)          (12/03/02) GPS OBS
 AC5114  GEOID HEIGHT-         -19.19  (meters)                     GEOID03
 AC5114
 AC5114  HORZ ORDER  -  FIRST
 AC5114  ELLP ORDER  -  FOURTH    CLASS II
 AC5114
 AC5114.The horizontal coordinates were established by GPS observations
 AC5114.and adjusted by the National Geodetic Survey in January 1997..
 AC5114
 AC5114.The orthometric height was determined by GPS observations and a
 AC5114.high-resolution geoid model.
 AC5114
 AC5114.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5114
 AC5114.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5114
 AC5114.The ellipsoidal height was determined by GPS observations
 AC5114.and is referenced to NAD 83.
 AC5114
 AC5114.The geoid height was determined by GEOID03.
 AC5114
 AC5114;                    North         East     Units Scale Factor Converg.
 AC5114;SPC CO S     -   482,422.435   992,183.733   MT  0.99997344   +0 32 42.6
 AC5114;SPC CO S     - 1,582,747.61  3,255,189.46   sFT  0.99997344   +0 32 42.6
 AC5114;UTM  13      - 4,235,148.341   534,013.104   MT  0.99961425   +0 14 26.8
 AC5114
 AC5114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5114!SPC CO S     -   0.99978032  x   0.99997344  =   0.99975377
 AC5114!UTM  13      -   0.99978032  x   0.99961425  =   0.99939466
 AC5114
 AC5114                          SUPERSEDED SURVEY CONTROL
 AC5114
 AC5114  ELLIP H (01/17/97) 1400.34   (m)                       GP(       ) 1 1
 AC5114
 AC5114.Superseded values are not recommended for survey control.
 AC5114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5114.See file dsdata.txt to determine how the superseded data were derived.
 AC5114
 AC5114_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC3401335148(NAD 83)
 AC5114_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5114_STAMPING: MARTINEZ 1995
 AC5114_MARK LOGO: NGS   
 AC5114_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC5114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5114+STABILITY: SURFACE MOTION
 AC5114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5114+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5114
 AC5114  HISTORY     - Date     Condition        Report By
 AC5114  HISTORY     - 1995     MONUMENTED       CO-101
 AC5114
 AC5114                          STATION DESCRIPTION
 AC5114
 AC5114'DESCRIBED BY PUEBLO COUNTY COLORADO 1995 (KCH)
 AC5114'THE STATION IS LOCATED IN DOWNTOWN PUEBLO IN THE REAR PARKING LOT OF
 AC5114'THE CITY OF PUEBLO PUBLIC WORKS FLEET MAINTENANCE GARAGE AT 300 EAST D
 AC5114'STREET, 0.8 MI (1.3 KM) SOUTH OF THE PUEBLO COUNTY COURTHOUSE, 1.4 MI
 AC5114'(2.3 KM) NORTHWEST OF THE CONFLUENCE OF FOUNTAIN CREEK AND THE
 AC5114'ARKANSAS RIVER, IN THE SOUTHEAST 1/4 OF SECTION 36 T20S R65W OF THE
 AC5114'6TH PM.  TO REACH THE STATION FROM THE INTERSECTION OF 1ST STREET AND
 AC5114'MAIN STREET, GO SOUTH, AND THEN SOUTHWEST ON MAIN STREET 0.7 MI (1.1
 AC5114'KM) TO THE INTERSECTION WITH  D  STREET.  TURN LEFT, SOUTHEAST ON  D
 AC5114'STREET 0.05 MI (0.08 KM) TO THE DRIVEWAY ON THE NORTHWEST SIDE OF THE
 AC5114'CITY OF PUEBLO PUBLIC WORKS MAINTENANCE GARAGE.  TURN LEFT INTO THE
 AC5114'DRIVEWAY AND GO NORTHEAST 0.06 MI (0.10 KM) TO THE STATION. THE MARK
 AC5114'IS A STANDARD NGS BRASS HORIZONTAL CONTROL DISK SET INTO THE TOP OF A
 AC5114'CYLINDRICAL MASS OF CONCRETE 1.5 F IN DIAMETER, 5.0 FT (1.5 M) DEEP
 AC5114'SET 18 INCHES BELOW THE SURFACE OF THE PARKING LOT ASPHALT IN A SURVEY
 AC5114'MONUMENT WELL.  THE LID OF THE WELL READS SURVEY.  THE MARKER IS 30.8
 AC5114'M (101.0 FT) NORTHEAST OF THE NORTHWEST CORNER OF THE MAINTENANCE
 AC5114'GARAGE, 6.7 M (22.0 FT) SOUTHEAST OF A NORTHEAST-SOUTHWEST CONCRETE
 AC5114'GUTTER, 16.5 M (54.1 FT) SOUTHEAST OF A NORTHEAST-SOUTHWEST CHAIN LINK
 AC5114'FENCE, 15.9 M (52.2 FT) SOUTHWEST OF A NORTHWEST-SOUTHEAST CONCRETE
 AC5114'GUTTER, 33.4 M (109.6 FT) SOUTHWEST OF A NORTHWEST-SOUTHEAST CHAIN
 AC5114'LINK FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8585 ***********************************************************************
 AF8585  DESIGNATION -  MARTINEZ
 AF8585  PID         -  AF8585
 AF8585  STATE/COUNTY-  CO/MINERAL
 AF8585  USGS QUAD   -  MOUNT HOPE (1986)
 AF8585
 AF8585                         *CURRENT SURVEY CONTROL
 AF8585  ___________________________________________________________________
 AF8585* NAD 83(1992)-  37 31 38.67148(N)    106 46 12.51642(W)     ADJUSTED  
 AF8585* NAVD 88     -      2807.8    (meters)    9212.     (feet)  GPS OBS   
 AF8585  ___________________________________________________________________
 AF8585  X           -  -1,461,928.898 (meters)                     COMP
 AF8585  Y           -  -4,851,276.987 (meters)                     COMP
 AF8585  Z           -   3,865,677.879 (meters)                     COMP
 AF8585  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 AF8585  ELLIP HEIGHT-        2792.17  (meters)          (12/03/02) GPS OBS
 AF8585  GEOID HEIGHT-         -15.70  (meters)                     GEOID03
 AF8585
 AF8585  HORZ ORDER  -  FIRST
 AF8585  ELLP ORDER  -  FOURTH    CLASS II
 AF8585
 AF8585.The horizontal coordinates were established by GPS observations
 AF8585.and adjusted by the National Geodetic Survey in June 1998..
 AF8585
 AF8585.The orthometric height was determined by GPS observations and a
 AF8585.high-resolution geoid model.
 AF8585
 AF8585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF8585
 AF8585.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8585
 AF8585.The ellipsoidal height was determined by GPS observations
 AF8585.and is referenced to NAD 83.
 AF8585
 AF8585.The geoid height was determined by GEOID03.
 AF8585
 AF8585;                    North         East     Units Scale Factor Converg.
 AF8585;SPC CO S     -   401,092.088   802,137.885   MT  0.99995965   -0 46 44.7
 AF8585;SPC CO S     - 1,315,916.29  2,631,680.71   sFT  0.99995965   -0 46 44.7
 AF8585;UTM  13      - 4,154,854.200   343,587.617   MT  0.99990135   -1 04 42.5
 AF8585
 AF8585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8585!SPC CO S     -   0.99956204  x   0.99995965  =   0.99952170
 AF8585!UTM  13      -   0.99956204  x   0.99990135  =   0.99946343
 AF8585
 AF8585                          SUPERSEDED SURVEY CONTROL
 AF8585
 AF8585  ELLIP H (06/12/98) 2792.16   (m)                       GP(       ) 3 2
 AF8585
 AF8585.Superseded values are not recommended for survey control.
 AF8585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8585.See file dsdata.txt to determine how the superseded data were derived.
 AF8585
 AF8585_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB4358854854(NAD 83)
 AF8585_MARKER: DH = HORIZONTAL CONTROL DISK
 AF8585_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AF8585_SP_SET: HEADWALL
 AF8585_STAMPING: MARTINEZ 1995
 AF8585_MARK LOGO: NGS   
 AF8585_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8585+STABILITY: SURFACE MOTION
 AF8585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8585+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AF8585
 AF8585  HISTORY     - Date     Condition        Report By
 AF8585  HISTORY     - 1995     MONUMENTED       NGS
 AF8585
 AF8585                          STATION DESCRIPTION
 AF8585
 AF8585'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 AF8585'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) SOUTHWEST OF SOUTH FORK,
 AF8585'5 MI (8.0 KM) NORTHEAST OF WOLF CREEK PASS AND 1.9 MI (3.1 KM) SOUTH
 AF8585'OF WHERE PASS CREEK JOINS THE SOUTH FORK OF THE RIO GRANDE, AT U. S.
 AF8585'HIGHWAY 160 MILEPOST 172.75.  OWNERSHIP--COLORADO DEPT.  OF
 AF8585'TRANSPORTATION RIGHT-OF-WAY  TO REACH THE STATION FROM THE TOP OF WOLF
 AF8585'CREEK PASS, GO NORTHEASTERLY ON U.  S.  HIGHWAY 160 FOR 6.2 MI (10.0
 AF8585'KM) TO THE STATION ON THE RIGHT.  IT IS 1.95 MI (3.14 KM) SOUTH OF
 AF8585'WHERE PASS CREEK JOINS THE SOUTH FORK OF THE RIO GRANDE RIVER  THE
 AF8585'STATION IS A STANDARD DISK SET IN A DRILL HOLE IN THE HEADWALL OF A
 AF8585'8.5 M (27.9 FT) CONCRETE BOX CULVERT OVER PASS CREEK.  IT IS 88.6 M
 AF8585'(290.7 FT) SOUTH OF THE TUCKER ROAD TURN OFF, 13.25 M (43.47 FT) EAST
 AF8585'OF THE CENTER LINE OF U.  S.  HIGHWAY 160, 0.15 M (0.49 FT) SOUTH OF
 AF8585'THE NORTHEAST END OF THE HEADWALL AND ABOUT 50 CM BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3102 ***********************************************************************
 AI3102  DESIGNATION -  MARTINEZ
 AI3102  PID         -  AI3102
 AI3102  STATE/COUNTY-  CO/ADAMS
 AI3102  USGS QUAD   -  WOODROW NW (1973)
 AI3102
 AI3102                         *CURRENT SURVEY CONTROL
 AI3102  ___________________________________________________________________
 AI3102* NAD 83(1992)-  39 54 55.35981(N)    103 42 21.99585(W)     ADJUSTED  
 AI3102* NAVD 88     -      1403.9    (meters)    4606.     (feet)  GPS OBS   
 AI3102  ___________________________________________________________________
 AI3102  X           -  -1,160,968.017 (meters)                     COMP
 AI3102  Y           -  -4,760,276.015 (meters)                     COMP
 AI3102  Z           -   4,071,671.565 (meters)                     COMP
 AI3102  LAPLACE CORR-          -3.32  (seconds)                    DEFLEC99
 AI3102  ELLIP HEIGHT-        1384.16  (meters)          (12/03/02) GPS OBS
 AI3102  GEOID HEIGHT-         -19.67  (meters)                     GEOID03
 AI3102
 AI3102  HORZ ORDER  -  FIRST
 AI3102  ELLP ORDER  -  FOURTH    CLASS II
 AI3102
 AI3102.The horizontal coordinates were established by GPS observations
 AI3102.and adjusted by the National Geodetic Survey in December 1999..
 AI3102
 AI3102.The orthometric height was determined by GPS observations and a
 AI3102.high-resolution geoid model.
 AI3102
 AI3102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3102
 AI3102.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3102
 AI3102.The ellipsoidal height was determined by GPS observations
 AI3102.and is referenced to NAD 83.
 AI3102
 AI3102.The geoid height was determined by GEOID03.
 AI3102
 AI3102;                    North         East     Units Scale Factor Converg.
 AI3102;SPC CO N     -   370,976.124 1,067,763.480   MT  0.99997388   +1 09 32.7
 AI3102;SPC CO N     - 1,217,110.83  3,503,154.02   sFT  0.99997388   +1 09 32.7
 AI3102;UTM  13      - 4,419,166.313   610,583.961   MT  0.99975055   +0 49 49.1
 AI3102
 AI3102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3102!SPC CO N     -   0.99978290  x   0.99997388  =   0.99975679
 AI3102!UTM  13      -   0.99978290  x   0.99975055  =   0.99953350
 AI3102
 AI3102                          SUPERSEDED SURVEY CONTROL
 AI3102
 AI3102  ELLIP H (12/27/99) 1384.15   (m)                       GP(       ) 4 1
 AI3102
 AI3102.Superseded values are not recommended for survey control.
 AI3102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3102.See file dsdata.txt to determine how the superseded data were derived.
 AI3102
 AI3102_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFE1058419166(NAD 83)
 AI3102_MARKER: DD = SURVEY DISK
 AI3102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3102_STAMPING: MARTINEZ 1999
 AI3102_MARK LOGO: CO-001
 AI3102_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI3102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3102+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3102
 AI3102  HISTORY     - Date     Condition        Report By
 AI3102  HISTORY     - 1999     MONUMENTED       JRENG
 AI3102
 AI3102                          STATION DESCRIPTION
 AI3102
 AI3102'DESCRIBED BY JR ENGINEERING LTD 1999 (TGB)
 AI3102'DESCRIBED BY JR ENGINEERING 1999 (TGB) .  THE STATION IS LOCATED ABOUT
 AI3102'34.3 MI (55.2 KM) NORTHEAST OF STRASBURG, 8.1 MI (13.0 KM) NORTHWEST
 AI3102'OF LAST CHANCE IN THE ROW OF 120TH AVENUE IN THE NORTHEAST 1/4 OF
 AI3102'SECTION 1, T 2 S, R 57 W, 6TH P.M.  OWNERSHIP--ADAMS COUNTY.  TO REACH
 AI3102'THE STATION FROM THE INTERSECTION OF 104TH AVENUE AND WINVIEW ROAD,
 AI3102'PROCEED NORTH ON WINVIEW ROAD FOR 2.1 MI (3.4 KM) TO THE INTERSECTION
 AI3102'OF 120TH AVENUE, TURN RIGHT AND PROCEED EAST ON 120TH AVENUE FOR 2.0
 AI3102'MI (3.2 KM) AND THE STATION ON THE RIGHT.  THE STATION IS A STANDARD
 AI3102'ADAMS COUNTY BRASS SURVEY MARK DISK STAMPED MARTINEZ 1999 SET IN THE
 AI3102'TOP OF A 24 INCH ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 AI3102'34.7 FT (10.6 M) SOUTH OF THE CENTER OF 120TH AVENUE, 66.7 FT (20.3 M)
 AI3102'SOUTH OF A UTILITY POLE NO.  11464, 15.0 FT (4.6 M) WEST OF A WOOD
 AI3102'FENCE POST, 5.0 FT (1.5 M) NORTH OF A FENCE, 4.0 FT (1.2 M) EAST OF A
 AI3102'FIBERGLASS WITNESS POST WITNESS POST, AND 2.0 FT (0.6 M) BELOW 120TH
 AI3102'AVENUE.  DESCRIPTION BY T.G.  BEERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5149 ***********************************************************************
 AC5149  DESIGNATION -  MARVIN
 AC5149  PID         -  AC5149
 AC5149  STATE/COUNTY-  CO/PUEBLO
 AC5149  USGS QUAD   -  STEELE HOLLOW (1994)
 AC5149
 AC5149                         *CURRENT SURVEY CONTROL
 AC5149  ___________________________________________________________________
 AC5149* NAD 83(1992)-  38 28 26.58801(N)    104 41 56.86374(W)     ADJUSTED  
 AC5149* NAVD 88     -      1636.6    (meters)    5369.     (feet)  GPS OBS   
 AC5149  ___________________________________________________________________
 AC5149  X           -  -1,269,002.576 (meters)                     COMP
 AC5149  Y           -  -4,837,449.775 (meters)                     COMP
 AC5149  Z           -   3,947,781.501 (meters)                     COMP
 AC5149  LAPLACE CORR-          -8.95  (seconds)                    DEFLEC99
 AC5149  ELLIP HEIGHT-        1618.07  (meters)          (12/03/02) GPS OBS
 AC5149  GEOID HEIGHT-         -18.57  (meters)                     GEOID03
 AC5149
 AC5149  HORZ ORDER  -  FIRST
 AC5149  ELLP ORDER  -  FOURTH    CLASS II
 AC5149
 AC5149.The horizontal coordinates were established by GPS observations
 AC5149.and adjusted by the National Geodetic Survey in January 1997..
 AC5149
 AC5149.The orthometric height was determined by GPS observations and a
 AC5149.high-resolution geoid model.
 AC5149
 AC5149.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5149
 AC5149.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5149
 AC5149.The ellipsoidal height was determined by GPS observations
 AC5149.and is referenced to NAD 83.
 AC5149
 AC5149.The geoid height was determined by GEOID03.
 AC5149
 AC5149;                    North         East     Units Scale Factor Converg.
 AC5149;SPC CO S     -   505,698.428   984,288.774   MT  1.00000769   +0 29 28.5
 AC5149;SPC CO S     - 1,659,112.26  3,229,287.42   sFT  1.00000769   +0 29 28.5
 AC5149;UTM  13      - 4,258,457.100   526,244.764   MT  0.99960848   +0 11 13.9
 AC5149
 AC5149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5149!SPC CO S     -   0.99974618  x   1.00000769  =   0.99975387
 AC5149!UTM  13      -   0.99974618  x   0.99960848  =   0.99935476
 AC5149
 AC5149                          SUPERSEDED SURVEY CONTROL
 AC5149
 AC5149  ELLIP H (01/17/97) 1618.07   (m)                       GP(       ) 1 1
 AC5149
 AC5149.Superseded values are not recommended for survey control.
 AC5149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5149.See file dsdata.txt to determine how the superseded data were derived.
 AC5149
 AC5149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC2624558457(NAD 83)
 AC5149_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5149_STAMPING: MARVIN 1995
 AC5149_MARK LOGO: NGS   
 AC5149_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC5149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5149+STABILITY: SURFACE MOTION
 AC5149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5149+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5149
 AC5149  HISTORY     - Date     Condition        Report By
 AC5149  HISTORY     - 1995     MONUMENTED       CO-101
 AC5149
 AC5149                          STATION DESCRIPTION
 AC5149
 AC5149'DESCRIBED BY PUEBLO COUNTY COLORADO 1995 (KCH)
 AC5149'THE STATION IS ON WALKER S PINON RANCH ABOUT 14.2 MILES (22.9 KM)
 AC5149'NORTHWEST OF DOWNTOWN PUEBLO, 5.2 MI (8.4 KM) WEST-NORTHWEST OF PINON,
 AC5149'3.4 MI (5.5 KM) SOUTH OF THE PUEBLO-EL PASO COUNTY LINE IN THE NW 1/4
 AC5149'OF SECTION 20 T18S R65W.  OWNERSHIP--THE MARKER IS SITUATED ON THE
 AC5149'PREMISES OF WALKER S PINON RANCH, OWNED BY GARY WALKER, 7170 TURKEY
 AC5149'CREEK RANCH ROAD, PUEBLO WEST, CO  81007 (719)547-2291. ARRANGEMENTS
 AC5149'TO ACCESS CAN BE MADE WITH THE RANCH FOREMAN, MARVIN CONWAY, (719)
 AC5149'547-3833. TO REACH THE POINT FROM THE INTERSECTION OF PURCELL BLVD AND
 AC5149'US HWY 50, GO 2.4 MI (3.9 KM) NORTH, AND THEN NORTHEAST ON PURCELL
 AC5149'BLVD TO A POINT WHERE A NORTH-SOUTH TRANSMISSION LINE PASSES OVERHEAD.
 AC5149'CONTINUE AHEAD, NORTHEAST, 1.35 MI (2.17 KM) TO THE INTERSECTION WITH
 AC5149'PLATTEVILLE BLVD. TURN LEFT, NORTHWEST, ON PLATTEVILLE BLVD FOR 1.65
 AC5149'MI (2.66 KM) TO A SIDE ROAD RIGHT, KEYMAR LANE.  TURN RIGHT,NORTH ,
 AC5149'ONTO KEYMAR LANE 0.4 MI (0.6 KM) TO A SIDE ROAD LEFT, BLACKSTONE
 AC5149'DRIVE. TURN LEFT, WEST, ONTO BLACKSTONE DRIVE FOR 0.6 MILES (1.0 KM)
 AC5149'AS IT BENDS NORTH AND TERMINATES AT A LOCKED STEEL GATE AND A CULVERT.
 AC5149'ACCESS THRU THE LOCKED CAN BE ARRANGED WITH THE PINON RANCH FOREMAN,
 AC5149'MARVIN CONWAY. PROCEED NORTHEAST, THRU THE GATE ON A DIRT ROAD 0.75 MI
 AC5149'(1.21 KM) TO THE ENTRANCE TO A WATER TANK, PUMP STATION, AND A
 AC5149'TRANSFORMER, AND A Y  IN THE ROAD. TAKE THE RIGHT FORK NORTH 0.95 MI
 AC5149'(1.53 KM) AROUND THE COMPOUND AND JOIN A ROAD THAT FOLLOWS A WATER
 AC5149'PIPELINE, TO A  Y IN THE ROAD. TAKE THE RIGHT FORK NORTH, LEAVING THE
 AC5149'PIPELINE ROAD, FOR 0.1 MI (0.2 KM) TO AN UNLOCKED BARBED-WIRE GATE.
 AC5149'CONTINUE NORTH 0.3 MI (0.5 KM) TO A SMALL EARTHEN DAM ON THE RIGHT,
 AC5149'EAST.  CONTINUE NORTHWEST 0.2 MI (0.3 KM) TO A REVERSE T-INTERSECTION
 AC5149'FORMED WITH THE PIPELINE ROAD. TAKE THE RIGHT FORK NORTH ON THE
 AC5149'PIPELINE ROAD 0.5 MI (0.8 KM) TO A SIDE ROAD RIGHT. CONTINUE AHEAD,
 AC5149'NORTH, 1.3 MI (2.1 KM) TO AN UNLOCKED BARBED-WIRE GATE. CONTINUE
 AC5149'AHEAD, NORTH 0.80 MI (1.29 KM) TO THE THE NORTHEAST END OF AN EARTHEN
 AC5149'DAM AND A FORK IN THE ROAD. TAKE THE RIGHT FORK 0.50 MI (0.80 KM)
 AC5149'NORTHEAST TO A  T  INTERSECTION WITH A NORTH-SOUTH ROAD AND THE MARKER
 AC5149'OFF THE EAST SIDE OF THE INTERSECTION. THE MARKER IS A STANDARD NGS
 AC5149'BRASS HORIZONTAL CONTROL DISK SET INTO THE TOP OF A CYLINDRICAL MASS
 AC5149'OF CONCRETE 1.5 FT (0.5 M) IN DIAMETER, 5.0 FT (1.5 M) DEEP AND
 AC5149'PROJECTS 2 CM ABOVE THE GROUND.  IT IS 13.2 M (43.3 FT) EAST OF THE
 AC5149'CENTER OF A NORTH-SOUTH RANCH ROAD AND 0.9 M (3.0 FT) EAST OF A
 AC5149'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2011 ***********************************************************************
 KK2011  DESIGNATION -  MARYLAND
 KK2011  PID         -  KK2011
 KK2011  STATE/COUNTY-  CO/GILPIN
 KK2011  USGS QUAD   -  CENTRAL CITY (1972)
 KK2011
 KK2011                         *CURRENT SURVEY CONTROL
 KK2011  ___________________________________________________________________
 KK2011* NAD 83(1992)-  39 48 44.39990(N)    105 30 20.14159(W)     ADJUSTED  
 KK2011* NAVD 88     -      2806.5    (meters)    9208.     (feet)  VERTCON   
 KK2011  ___________________________________________________________________
 KK2011  LAPLACE CORR-         -12.21  (seconds)                    DEFLEC99
 KK2011  GEOID HEIGHT-         -13.30  (meters)                     GEOID03
 KK2011
 KK2011  HORZ ORDER  -  THIRD
 KK2011
 KK2011.The horizontal coordinates were established by classical geodetic methods
 KK2011.and adjusted by the National Geodetic Survey in January 1993..
 KK2011
 KK2011.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2011
 KK2011.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2011
 KK2011.The geoid height was determined by GEOID03.
 KK2011
 KK2011;                    North         East     Units Scale Factor Converg.
 KK2011;SPC CO N     -   357,983.838   913,922.761   MT  0.99998594   -0 00 13.0
 KK2011;SPC CO N     - 1,174,485.31  2,998,428.26   sFT  0.99998594   -0 00 13.0
 KK2011;UTM  13      - 4,407,050.644   456,724.557   MT  0.99962306   -0 19 25.4
 KK2011
 KK2011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2011!SPC CO N     -   0.99956199  x   0.99998594  =   0.99954794
 KK2011!UTM  13      -   0.99956199  x   0.99962306  =   0.99918521
 KK2011
 KK2011:                Primary Azimuth Mark                     Grid Az
 KK2011:SPC CO N     -  ROCK                                     080 35 41.5
 KK2011:UTM  13      -  ROCK                                     080 54 53.9
 KK2011
 KK2011|---------------------------------------------------------------------|
 KK2011| PID    Reference Object                     Distance      Geod. Az  |
 KK2011|                                                           dddmmss.s |
 KK2011| KK1920 ROCK                                APPROX. 2.3 KM 0803528.5 |
 KK2011|---------------------------------------------------------------------|
 KK2011
 KK2011                          SUPERSEDED SURVEY CONTROL
 KK2011
 KK2011  NAD 83(1986)-  39 48 44.39829(N)    105 30 20.13940(W) AD(       ) 3
 KK2011  NAD 27      -  39 48 44.44215(N)    105 30 18.15539(W) AD(       ) 3
 KK2011  NGVD 29 (07/19/86) 2805.1    (m)         9203.     (f) VERT ANG       
 KK2011
 KK2011.Superseded values are not recommended for survey control.
 KK2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2011.See file dsdata.txt to determine how the superseded data were derived.
 KK2011
 KK2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE5672507051(NAD 83)
 KK2011
 KK2011  HISTORY     - Date     Condition        Report By
 KK2011  HISTORY     - 1941     MONUMENTED       USGS
 KK2011  HISTORY     - 1941     GOOD             USGS
 KK2011
 KK2011                          STATION DESCRIPTION
 KK2011
 KK2011'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 KK2011'STATION AND REFERENCE MARK FOUND AS DESCRIBED BELOW AND IN GOOD
 KK2011'CONDITION.
 KK2011'
 KK2011'STATION LOCATED ON SE. END OF MARYLAND MOUNTAIN, WELL KNOWN PEAK ABOUT
 KK2011'0.75 MI. N. OF TOWN OF CENTRAL CITY, AND ABOUT 1 MI. NW. OF BLACKHAWK.
 KK2011'
 KK2011'STATION BEST REACHED FROM BLACKHAWK, LEAVE HIGHWAY 119 0.1 MI. N. OF
 KK2011'INTERSECTION OF HIGHWAYS 279 AND 119, GO W. UP CANYON RD. 1.5 MI.,
 KK2011'THEN TURN N. UP RD. LEADING TO OLD MINE 0.25 MI., STATION ABOUT 0.4
 KK2011'MI. E.
 KK2011'
 KK2011'STATION MARK--IDENTICAL AS TO LOCATION OF OLD USGS TABLET, REPLACED
 KK2011'BY STANDARD BRONZE TABLET CEMENTED IN SOLID ROCK, STAMPED ---MARYLAND
 KK2011'R 1941---.
 KK2011'
 KK2011'REFERENCE MARK--STANDARD REFERENCE TABLET CEMENTED IN SOLID ROCK,
 KK2011'STAMPED ---NO 1---, 9.41 FT. DISTANT FROM STATION MARK,
 KK2011'N 46 DEG 09 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0625 ***********************************************************************
 HL0625  DESIGNATION -  MASON
 HL0625  PID         -  HL0625
 HL0625  STATE/COUNTY-  CO/LA PLATA
 HL0625  USGS QUAD   -  TIFFANY (1968)
 HL0625
 HL0625                         *CURRENT SURVEY CONTROL
 HL0625  ___________________________________________________________________
 HL0625* NAD 83(1992)-  37 05 38.08716(N)    107 31 10.80226(W)     ADJUSTED  
 HL0625* NAVD 88     -      2206.0    (meters)    7238.     (feet)  VERTCON   
 HL0625  ___________________________________________________________________
 HL0625  LAPLACE CORR-           5.75  (seconds)                    DEFLEC99
 HL0625  GEOID HEIGHT-         -19.54  (meters)                     GEOID03
 HL0625
 HL0625  HORZ ORDER  -  THIRD
 HL0625
 HL0625.The horizontal coordinates were established by classical geodetic methods
 HL0625.and adjusted by the National Geodetic Survey in December 1993..
 HL0625
 HL0625.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0625
 HL0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0625
 HL0625.The geoid height was determined by GEOID03.
 HL0625
 HL0625;                    North         East     Units Scale Factor Converg.
 HL0625;SPC CO S     -   354,159.564   734,858.126   MT  1.00002823   -1 14 19.8
 HL0625;SPC CO S     - 1,161,938.50  2,410,947.04   sFT  1.00002823   -1 14 19.8
 HL0625;UTM  13      - 4,108,261.363   276,066.089   MT  1.00021779   -1 31 13.1
 HL0625
 HL0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0625!SPC CO S     -   0.99965700  x   1.00002823  =   0.99968522
 HL0625!UTM  13      -   0.99965700  x   1.00021779  =   0.99987471
 HL0625
 HL0625:                Primary Azimuth Mark                     Grid Az
 HL0625:SPC CO S     -  PIEDRA RESET                             096 34 43.0
 HL0625:UTM  13      -  PIEDRA RESET                             096 51 36.3
 HL0625
 HL0625|---------------------------------------------------------------------|
 HL0625| PID    Reference Object                     Distance      Geod. Az  |
 HL0625|                                                           dddmmss.s |
 HL0625| HL0614 PIEDRA RESET                        APPROX. 5.7 KM 0952023.2 |
 HL0625|---------------------------------------------------------------------|
 HL0625
 HL0625                          SUPERSEDED SURVEY CONTROL
 HL0625
 HL0625  NAD 83(1992)-  37 05 38.08735(N)    107 31 10.80275(W) AD(       ) 3
 HL0625  NAD 83(1986)-  37 05 38.08493(N)    107 31 10.80682(W) AD(       ) 3
 HL0625  NAD 27      -  37 05 38.07022(N)    107 31 08.61536(W) AD(       ) 3
 HL0625  NGVD 29 (07/19/86) 2204.7    (m)         7233.     (f) VERT ANG       
 HL0625
 HL0625.Superseded values are not recommended for survey control.
 HL0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0625.See file dsdata.txt to determine how the superseded data were derived.
 HL0625
 HL0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB7606608261(NAD 83)
 HL0625_MARKER: DD = SURVEY DISK
 HL0625_SETTING: 66 = SET IN ROCK OUTCROP
 HL0625_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 HL0625_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0625+STABILITY: POSITION/ELEVATION WELL
 HL0625
 HL0625  HISTORY     - Date     Condition        Report By
 HL0625  HISTORY     - 1952     MONUMENTED       USGS
 HL0625
 HL0625                          STATION DESCRIPTION
 HL0625
 HL0625'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 HL0625'STATION IS LOCATED ON N. EDGE OF TIMBERED RIDGE, IN AIRLINE
 HL0625'DISTANCES ABOUT 6.3 MI. ESE. OF IGNACIO, 7.5 MI. NE. OF LA BOCA
 HL0625'STATION, 9.0 MI. NW. OF ARBOLES.
 HL0625'
 HL0625'TO REACH STATION FROM THE BANK IN IGNACIO, COLORADO, PROCEED E. ACROSS
 HL0625'BRIDGE OVER PINE RIVER ON MAIN RD. TOWARD ARBOLES 7.7 MI. TO T-FORK
 HL0625'FROM RIGHT.  TURN LEFT THRU GATE AND GO 0.5 MI. AND ACROSS ALLISON
 HL0625'IRRIGATION DITCH TO END OF TRUCK TRAVEL.  POINT MAY BE SEEN AT HIGH
 HL0625'LEFT ON TIMBERED RIDGE ABOVE CIRQUE.  IT REQUIRES A 20 MINUTE PACK
 HL0625'FROM END OF TRUCK TRAVEL.
 HL0625'
 HL0625'STATION MARK--STANDARD TRIANGULATION TABLET, STAMPED ---MASON
 HL0625'1952---, CEMENTED IN DRILL HOLE IN EMBEDDED ROCK.
 HL0625'
 HL0625'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---MASON
 HL0625'1952---, 20.1 FT. FROM STATION, N 65 DEG 59 MIN E.
 HL0625'
 HL0625'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---MASON
 HL0625'1952---, CEMENTED IN DRILL HOLE, 34.5 FT. FROM STATION,
 HL0625'N 67 DEG 51 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0445 ***********************************************************************
 JM0445  DESIGNATION -  MASSEY
 JM0445  PID         -  JM0445
 JM0445  STATE/COUNTY-  CO/MESA
 JM0445  USGS QUAD   -  PINE MOUNTAIN (1960)
 JM0445
 JM0445                         *CURRENT SURVEY CONTROL
 JM0445  ___________________________________________________________________
 JM0445* NAD 83(1992)-  38 41 00.68639(N)    108 49 30.55116(W)     ADJUSTED  
 JM0445* NAVD 88     -      2398.41   (+/-2cm)    7868.8    (feet)  VERTCON   
 JM0445  ___________________________________________________________________
 JM0445  LAPLACE CORR-          11.85  (seconds)                    DEFLEC99
 JM0445  GEOID HEIGHT-         -17.43  (meters)                     GEOID03
 JM0445
 JM0445  HORZ ORDER  -  THIRD
 JM0445  VERT ORDER  -  THIRD ? (See Below)
 JM0445
 JM0445.The horizontal coordinates were established by classical geodetic methods
 JM0445.and adjusted by the National Geodetic Survey in November 1997..
 JM0445
 JM0445.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0445.The vertical order pertains to the NGVD 29 superseded value.
 JM0445
 JM0445.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0445
 JM0445.The geoid height was determined by GEOID03.
 JM0445
 JM0445;                    North         East     Units Scale Factor Converg.
 JM0445;SPC CO C     -   404,472.012   625,152.522   MT  0.99996230   -2 05 49.7
 JM0445;SPC CO C     - 1,327,005.26  2,051,021.23   sFT  0.99996230   -2 05 49.7
 JM0445;UTM  12      - 4,283,902.447   689,169.894   MT  1.00004069   +1 21 35.0
 JM0445
 JM0445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0445!SPC CO C     -   0.99962656  x   0.99996230  =   0.99958887
 JM0445!UTM  12      -   0.99962656  x   1.00004069  =   0.99966723
 JM0445
 JM0445                          SUPERSEDED SURVEY CONTROL
 JM0445
 JM0445  NAD 83(1992)-  38 41 00.68168(N)    108 49 30.55654(W) AD(       ) 3
 JM0445  NAD 83(1986)-  38 41 00.68002(N)    108 49 30.54797(W) AD(       ) 3
 JM0445  NAD 27      -  38 41 00.73039(N)    108 49 28.17217(W) AD(       ) 3
 JM0445  NGVD 29 (07/19/86) 2397.10   (m)         7864.5    (f) LEVELING    3  
 JM0445
 JM0445.Superseded values are not recommended for survey control.
 JM0445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0445.See file dsdata.txt to determine how the superseded data were derived.
 JM0445
 JM0445_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH8917083902(NAD 83)
 JM0445_MARKER: DD = SURVEY DISK
 JM0445_SETTING: 66 = SET IN ROCK OUTCROP
 JM0445_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 JM0445_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0445+STABILITY: POSITION/ELEVATION WELL
 JM0445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JM0445+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2005
 JM0445
 JM0445  HISTORY     - Date     Condition        Report By
 JM0445  HISTORY     - 1947     MONUMENTED       USGS
 JM0445  HISTORY     - 20050530 GOOD             GEOCAC
 JM0445
 JM0445                          STATION DESCRIPTION
 JM0445
 JM0445'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JM0445'STATION IS LOCATED ON TOP OF AN OPEN TOP IN THE CENTER OF SEC. 13,
 JM0445'T 51 N, R 18 W, ABOUT 1.3 MI. BY RD. NW. OF THE MASSEY FALL COW
 JM0445'CAMP.
 JM0445'
 JM0445'TO REACH FROM GATEWAY, COLORADO, GO N. ALONG STATE HIGHWAY 141 4.0
 JM0445'MI., TURN RIGHT CROSSING WEST CREEK AT A FORD AND CONTINUE 8.0 MI.
 JM0445'ALONG CALAMITY HILL ROAD TO DIM FORK E., TURN LEFT (E.) AND FOLLOW
 JM0445'RD. 0.4 MI. FROM WHICH POINT STATION IS A TEN MINUTE PACK TO TOP
 JM0445'OF KNOLL ON LEFT.
 JM0445'
 JM0445'STATION MARK--STANDARD TABLET, STAMPED ---MASSEY 1947 7864---, AND
 JM0445'CEMENTED IN DRILL HOLE IN ROCK OUTCROP.
 JM0445'
 JM0445'REFERENCE MARKS--CHISELED ARROWS, IN ROCK OUTCROPS.
 JM0445
 JM0445                          STATION RECOVERY (2005)
 JM0445
 JM0445'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 JM0445'NEW TO REACH FROM GATEWAY, COLORADO, GO N. ALONG STATE HIGHWAY 141
 JM0445'4.0MI., TURN RIGHT CROSSING WEST CREEK ON 6.3ROAD CONTINUE 8.0 MI TO
 JM0445'SNOWSHOE TRAIL ROAD E., TURN LEFT (E.) AND FOLLOW RD 0.4 MI. FROM
 JM0445'WHICH POINT STATION IS A TEN MINUTE PACK TO TOP OF KNOLL ON LEFT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0302 ***********************************************************************
 KM0302  DESIGNATION -  MATCH
 KM0302  PID         -  KM0302
 KM0302  STATE/COUNTY-  CO/RIO BLANCO
 KM0302  USGS QUAD   -  BLACK CABIN GULCH (1973)
 KM0302
 KM0302                         *CURRENT SURVEY CONTROL
 KM0302  ___________________________________________________________________
 KM0302* NAD 83(1992)-  39 50 12.20435(N)    108 30 15.44302(W)     ADJUSTED  
 KM0302* NAVD 88     -      2284.2    (meters)    7494.     (feet)  VERTCON   
 KM0302  ___________________________________________________________________
 KM0302  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 KM0302  GEOID HEIGHT-         -16.11  (meters)                     GEOID03
 KM0302
 KM0302  HORZ ORDER  -  THIRD
 KM0302
 KM0302.The horizontal coordinates were established by classical geodetic methods
 KM0302.and adjusted by the National Geodetic Survey in January 1993..
 KM0302
 KM0302.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0302
 KM0302.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0302
 KM0302.The geoid height was determined by GEOID03.
 KM0302
 KM0302;                    North         East     Units Scale Factor Converg.
 KM0302;SPC CO N     -   365,047.589   657,297.567   MT  0.99998279   -1 56 28.2
 KM0302;SPC CO N     - 1,197,660.30  2,156,483.77   sFT  0.99998279   -1 56 28.2
 KM0302;UTM  12      - 4,412,615.837   713,551.853   MT  1.00016147   +1 35 57.7
 KM0302
 KM0302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0302!SPC CO N     -   0.99964431  x   0.99998279  =   0.99962711
 KM0302!UTM  12      -   0.99964431  x   1.00016147  =   0.99980573
 KM0302
 KM0302:                Primary Azimuth Mark                     Grid Az
 KM0302:SPC CO N     -  DILLON                                   270 32 15.7
 KM0302:UTM  12      -  DILLON                                   266 59 49.8
 KM0302
 KM0302|---------------------------------------------------------------------|
 KM0302| PID    Reference Object                     Distance      Geod. Az  |
 KM0302|                                                           dddmmss.s |
 KM0302| KM0305 DILLON                              APPROX. 7.2 KM 2683547.5 |
 KM0302|---------------------------------------------------------------------|
 KM0302
 KM0302                          SUPERSEDED SURVEY CONTROL
 KM0302
 KM0302  NAD 83(1986)-  39 50 12.19851(N)    108 30 15.43722(W) AD(       ) 3
 KM0302  NAD 27      -  39 50 12.29495(N)    108 30 13.09947(W) AD(       ) 3
 KM0302  NGVD 29 (07/19/86) 2282.8    (m)         7489.     (f) VERT ANG       
 KM0302
 KM0302.Superseded values are not recommended for survey control.
 KM0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0302.See file dsdata.txt to determine how the superseded data were derived.
 KM0302
 KM0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYK1355212616(NAD 83)
 KM0302_MARKER: DD = SURVEY DISK
 KM0302_SETTING: 0 = UNSPECIFIED SETTING
 KM0302_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0302
 KM0302  HISTORY     - Date     Condition        Report By
 KM0302  HISTORY     - 1950     MONUMENTED       USGS
 KM0302
 KM0302                          STATION DESCRIPTION
 KM0302
 KM0302'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KM0302'STATION LOCATED ABOUT 7.5 MI. N. AND 34 MI. W. OF RIO BLANCO,
 KM0302'COLORADO.
 KM0302'
 KM0302'TO REACH FROM RIO BLANCO POST OFFICE, PROCEED W. AND N. ON HIGHWAY 326
 KM0302'22 MI. TO T-RD. W., THENCE W. 9.2 MI. TO CROSSROAD, THENCE UP OVER
 KM0302'RIDGE AND TOP OF RD. 2.0 MI., THENCE W. CROSS COUNTRY AND ON TO NEW
 KM0302'RD. ALONG RIDGE 3.8 MI., THENCE S. TO TOP OF LARGE GRASSY CLEARING AND
 KM0302'TOP OF HILL 0.3 MI. TO STATION.  STATION LIES ON S. SIDE OF TOP OF
 KM0302'HILL.
 KM0302'
 KM0302'STATION MARK--STANDARD TABLET, SET IN THE TOP OF A 4 IN. IRON PIPE,
 KM0302'PROJECTING 3 IN. ABOVE THE SURFACE AND STAMPED ---R-MATCH 1950---.
 KM0302'
 KM0302'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0484 ***********************************************************************
 HK0484  DESIGNATION -  MAURICIO
 HK0484  PID         -  HK0484
 HK0484  STATE/COUNTY-  CO/HUERFANO
 HK0484  USGS QUAD   -  SANTA CLARA (1972)
 HK0484
 HK0484                         *CURRENT SURVEY CONTROL
 HK0484  ___________________________________________________________________
 HK0484* NAD 83(1992)-  37 24 09.67628(N)    104 48 13.89840(W)     ADJUSTED  
 HK0484* NAVD 88     -      2493.4    (meters)    8180.     (feet)  VERTCON   
 HK0484  ___________________________________________________________________
 HK0484  LAPLACE CORR-         -11.33  (seconds)                    DEFLEC99
 HK0484  GEOID HEIGHT-         -17.81  (meters)                     GEOID03
 HK0484
 HK0484  HORZ ORDER  -  FIRST
 HK0484
 HK0484.The horizontal coordinates were established by classical geodetic methods
 HK0484.and adjusted by the National Geodetic Survey in January 1993..
 HK0484
 HK0484.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0484
 HK0484.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0484
 HK0484.The geoid height was determined by GEOID03.
 HK0484
 HK0484;                    North         East     Units Scale Factor Converg.
 HK0484;SPC CO S     -   386,716.635   976,035.854   MT  0.99997358   +0 25 37.2
 HK0484;SPC CO S     - 1,268,752.83  3,202,210.96   sFT  0.99997358   +0 25 37.2
 HK0484;UTM  13      - 4,139,563.412   517,359.253   MT  0.99960371   +0 07 08.9
 HK0484
 HK0484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0484!SPC CO S     -   0.99961167  x   0.99997358  =   0.99958526
 HK0484!UTM  13      -   0.99961167  x   0.99960371  =   0.99921554
 HK0484
 HK0484:                Primary Azimuth Mark                     Grid Az
 HK0484:SPC CO S     -  ROUSE                                    034 19 56.1
 HK0484:UTM  13      -  ROUSE                                    034 38 24.4
 HK0484
 HK0484|---------------------------------------------------------------------|
 HK0484| PID    Reference Object                     Distance      Geod. Az  |
 HK0484|                                                           dddmmss.s |
 HK0484| HK0495 ROUSE                               APPROX.16.4 KM 0344533.3 |
 HK0484| CM9046 MAURICIO RM 1                         3.040 METERS 04850     |
 HK0484| CM9047 MAURICIO RM 2                        10.710 METERS 21124     |
 HK0484|---------------------------------------------------------------------|
 HK0484
 HK0484                          SUPERSEDED SURVEY CONTROL
 HK0484
 HK0484  NAD 83(1986)-  37 24 09.67810(N)    104 48 13.88646(W) AD(       ) 1
 HK0484  NAD 27      -  37 24 09.62000(N)    104 48 11.92300(W) AD(       ) 1
 HK0484  NGVD 29 (07/19/86) 2492.2    (m)         8176.     (f) VERT ANG       
 HK0484
 HK0484.Superseded values are not recommended for survey control.
 HK0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0484.See file dsdata.txt to determine how the superseded data were derived.
 HK0484
 HK0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB1735939563(NAD 83)
 HK0484_MARKER: DS = TRIANGULATION STATION DISK
 HK0484_SETTING: 66 = SET IN ROCK OUTCROP
 HK0484_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 HK0484
 HK0484  HISTORY     - Date     Condition        Report By
 HK0484  HISTORY     - 1949     MONUMENTED       CGS
 HK0484  HISTORY     - 1971     GOOD             USGS
 HK0484
 HK0484                          STATION DESCRIPTION
 HK0484
 HK0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 HK0484'THE STATION IS LOCATED ON THE DIVIDE BETWEEN MAURICIO CANYON
 HK0484'AND THE SOUTH FORK OF THE SANTA CLARA CREEK.  ABOUT 8 MILES
 HK0484'AIR LINE DUE WEST OF AGUILAR.  ON THE HIGHEST SPUR RUNNING DUE
 HK0484'EAST FROM THE EAST SPANISH PEAK, WHICH IS 7 MILES WEST OF THE
 HK0484'STATION.  AND 0.75 MILE SOUTHWEST OF RANCH BUILDINGS.  THE
 HK0484'STATION IS ON A HIGH, BRUSHY HILL OF THE DIVIDE WITH PINON TREES
 HK0484'ON THE NORTH SLOPE AND NEAR THE TOP.  IT IS THE HIGHEST POINT
 HK0484'IN THE VICINITY EXCEPT FOR A HIGHER, TIMBERED RIDGE 0.5 MILE
 HK0484'WEST.  AT THE NORTHEAST CORNER OF A 1/3 MILE JOG TO THE NORTH
 HK0484'IN THE HUERFANO-LAS ANIMAS COUNTY LINE AND WAS PLACED IN
 HK0484'THE SAME LOCATION OCCUPIED BY A LARGE ROCK, WHICH WAS
 HK0484'EVIDENTLY A COUNTY LINE MARKER.  THE STATION MARK IS SET 12
 HK0484'INCHES BELOW THE GROUND LEVEL AND IS STAMPED, MAURICIO
 HK0484'1949.
 HK0484'
 HK0484'REFERENCE MARK NO. 1 IS APPROXIMATELY 1 FOOT HIGHER THAN THE
 HK0484'STATION MARK, PROJECTS 8 INCHES AND STAMPED, MAURICIO NO 1 1949.
 HK0484'
 HK0484'REFERENCE MARK NO. 2 IS APPROXIMATELY 3 FEET LOWER THAN THE
 HK0484'STATION MARK, FLUSH WITH THE GROUND AND STAMPED, MAURICIO
 HK0484'NO 2 1949.
 HK0484'
 HK0484'STATION ROUSE 1949 IS USED AS THE AZIMUTH MARK.
 HK0484'
 HK0484'TO REACH FROM WALSENBURG, GO SOUTH ON U.S. HIGHWAY 85 FOR 9.0
 HK0484'MILES TO A GRADED ROAD RIGHT, WEST, AND SIGN ROUSE 3.  TURN
 HK0484'RIGHT AND GO 1.8 MILES TO FORK.  TAKE LEFT FORK FOR 1.0 MILE TO
 HK0484'THE SMALL SETTLEMENT OF ROUSE.  CONTINUE WEST ON GRADED ROAD
 HK0484'FOR 4.7 MILES TO FORK.  TAKE LEFT FORK FOR 1.0 MILE TO FORK.
 HK0484'TAKE LEFT FORK FOR 1.7 MILES TO FORK AND GATE IN RIGHT FORK.
 HK0484'TAKE RIGHT FORK THROUGH GATE AND GO 1.0 MILE TO RANCH BUILDINGS.
 HK0484'AFTER PASSING THROUGH FIRST GATE AT RANCH BUILDINGS TURN
 HK0484'RIGHT UP LANE TO BARN AND THEN TURN LEFT TO GATE.  PASS
 HK0484'THROUGH GATE AND FOLLOW TRACK ROAD WEST FOR 1.0 MILE TO THE END
 HK0484'OF TRUCK TRAVEL ON THE NORTH SIDE OF THE INTERSECTION OF 2
 HK0484'LARGE WASHES.  HERE PACK SOUTH UP THE DRAW FARTHEST TO THE
 HK0484'LEFT, TO SADDLE.  HERE TURN LEFT, EAST, UP RIDGE TO THE
 HK0484'HIGHEST POINT AND STATION.  A 45 MINUTE PACK.
 HK0484
 HK0484                          STATION RECOVERY (1971)
 HK0484
 HK0484'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (WHL)
 HK0484'THE REFERENCE MARKS (1 AND 2) ARE IN GOOD CONDITION BUT THE
 HK0484'STATION TABLET HAS BEEN REMOVED AND WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE3734 ***********************************************************************
 AE3734  DESIGNATION -  MAURO
 AE3734  PID         -  AE3734
 AE3734  STATE/COUNTY-  CO/CUSTER
 AE3734  USGS QUAD   -  DEVILS GULCH (1994)
 AE3734
 AE3734                         *CURRENT SURVEY CONTROL
 AE3734  ___________________________________________________________________
 AE3734* NAD 83(1992)-  37 56 15.96419(N)    105 19 36.46715(W)     ADJUSTED  
 AE3734* NAVD 88     -      2616.4    (meters)    8584.     (feet)  GPS OBS   
 AE3734  ___________________________________________________________________
 AE3734  X           -  -1,331,858.093 (meters)                     COMP
 AE3734  Y           -  -4,859,522.642 (meters)                     COMP
 AE3734  Z           -   3,901,597.738 (meters)                     COMP
 AE3734  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 AE3734  ELLIP HEIGHT-        2601.27  (meters)          (10/21/02) GPS OBS
 AE3734  GEOID HEIGHT-         -15.07  (meters)                     GEOID03
 AE3734
 AE3734  HORZ ORDER  -  B
 AE3734  ELLP ORDER  -  FOURTH    CLASS II
 AE3734
 AE3734.The horizontal coordinates were established by GPS observations
 AE3734.and adjusted by the National Geodetic Survey in October 1997..
 AE3734
 AE3734.The orthometric height was determined by GPS observations and a
 AE3734.high-resolution geoid model.
 AE3734
 AE3734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE3734
 AE3734.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE3734
 AE3734.The ellipsoidal height was determined by GPS observations
 AE3734.and is referenced to NAD 83.
 AE3734
 AE3734.The geoid height was determined by GEOID03.
 AE3734
 AE3734;                    North         East     Units Scale Factor Converg.
 AE3734;SPC CO S     -   445,886.959   929,626.756   MT  0.99994703   +0 06 22.5
 AE3734;SPC CO S     - 1,462,880.80  3,049,950.45   sFT  0.99994703   +0 06 22.5
 AE3734;UTM  13      - 4,198,960.617   471,283.879   MT  0.99961016   -0 12 03.3
 AE3734
 AE3734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE3734!SPC CO S     -   0.99959199  x   0.99994703  =   0.99953904
 AE3734!UTM  13      -   0.99959199  x   0.99961016  =   0.99920231
 AE3734
 AE3734                          SUPERSEDED SURVEY CONTROL
 AE3734
 AE3734  ELLIP H (10/17/97) 2601.28   (m)                       GP(       ) 2 1
 AE3734
 AE3734.Superseded values are not recommended for survey control.
 AE3734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE3734.See file dsdata.txt to determine how the superseded data were derived.
 AE3734
 AE3734_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB7128498961(NAD 83)
 AE3734_MARKER: DH = HORIZONTAL CONTROL DISK
 AE3734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE3734_STAMPING: MAURO 1996
 AE3734_MARK LOGO: NGS   
 AE3734_PROJECTION: FLUSH
 AE3734_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE3734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE3734+STABILITY: SURFACE MOTION
 AE3734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE3734+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 AE3734
 AE3734  HISTORY     - Date     Condition        Report By
 AE3734  HISTORY     - 1996     MONUMENTED       NGS
 AE3734  HISTORY     - 19981020 GOOD             NGS
 AE3734  HISTORY     - 19990421 GOOD             NGS
 AE3734  HISTORY     - 20020708 GOOD             MSAM
 AE3734
 AE3734                          STATION DESCRIPTION
 AE3734
 AE3734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE3734'THE STATION IS LOCATED ABOUT 37 MI (59.5 KM) NORTHWEST OF WALSENBURG,
 AE3734'25 MI (40.2 KM) SOUTHWEST OF WETMORE AND ABOUT 15 MI (24.1 KM)
 AE3734'SOUTH-SOUTHEAST OF WESTCLIFFE, IN THE NORTHWEST 1/4 OF SECTION 27, T
 AE3734'24 S, R 71 W, AT STATE HIGHWAY 69 MILEPOST 42.2.  OWNERSHIP--COLORADO
 AE3734'DEPT.  OF TRANSPORTATION RIGHT-OF-WAY TO REACH THE STATION FROM THE
 AE3734'JUNCTION OF STATE HIGHWAY 69 AND STATE HIGHWAY 96 IN WESTCLIFFE, GO
 AE3734'SOUTH ON HIGHWAY 69 FOR 9.3 MI (15.0 KM) TO COUNTY ROAD 310 ON THE
 AE3734'LEFT (ENTRANCE TO THE CUERNO VERDE RANCH) CONTINUE AHEAD,
 AE3734'SOUTHEASTERLY, ON STATE HIGHWAY 69 FOR 7.25 MI (11.67 KM) TO THE
 AE3734'COUNTY LINE AND THE STATION ON THE LEFT THE MARK IS A STANDARD DISK
 AE3734'SET IN A 40 CM ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 26.1
 AE3734'M (85.6 FT) EAST-NORTHEAST FROM THE HUERFANO COUNTY SIGN, 15.85 M
 AE3734'(52.00 FT) EAST FROM THE CENTER LINE OF STATE HIGHWAY 69, 10.05 M
 AE3734'(32.97 FT) NORTHEAST FROM THE CUSTER COUNTY SIGN, 1.5 M (4.9 FT)
 AE3734'SOUTHEAST FROM A WITNESS POST, 0.95 M (3.12 FT) SOUTH FROM A WITNESS
 AE3734'POST, 0.8 M (2.6 FT) NORTH-NORTHEAST FROM A WITNESS POST AND ABOUT 0.6
 AE3734'M (2.0 FT) ABOVE THE HIGHWAY.
 AE3734
 AE3734                          STATION RECOVERY (1998)
 AE3734
 AE3734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 AE3734'RECOVERED AS DESCRIBED.
 AE3734
 AE3734                          STATION RECOVERY (1999)
 AE3734
 AE3734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AE3734'RECOVERED IN GOOD CONDITION.
 AE3734
 AE3734                          STATION RECOVERY (2002)
 AE3734
 AE3734'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2002 (KCH)
 AE3734'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2002 (KCH)
 AE3734'RECOVERED AS DESCRIBED.
 AE3734'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0760 ***********************************************************************
 GM0760  DESIGNATION -  MAXWELL
 GM0760  PID         -  GM0760
 GM0760  STATE/COUNTY-  CO/LAS ANIMAS
 GM0760  USGS QUAD   -  CALIENTE CANYON NORTH (1986)
 GM0760
 GM0760                         *CURRENT SURVEY CONTROL
 GM0760  ___________________________________________________________________
 GM0760* NAD 83(1992)-  36 59 48.07024(N)    104 48 22.30269(W)     ADJUSTED  
 GM0760* NAVD 88     -      2505.2    (meters)    8219.     (feet)  VERTCON   
 GM0760  ___________________________________________________________________
 GM0760  LAPLACE CORR-          -5.83  (seconds)                    DEFLEC99
 GM0760  GEOID HEIGHT-         -17.85  (meters)                     GEOID03
 GM0760
 GM0760  HORZ ORDER  -  FIRST
 GM0760
 GM0760.The horizontal coordinates were established by classical geodetic methods
 GM0760.and adjusted by the National Geodetic Survey in December 1993..
 GM0760
 GM0760.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0760
 GM0760.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0760
 GM0760.The geoid height was determined by GEOID03.
 GM0760
 GM0760;                    North         East     Units Scale Factor Converg.
 GM0760;SPC CO S     -   341,657.334   976,163.840   MT  1.00005137   +0 25 32.0
 GM0760;SPC CO S     - 1,120,920.77  3,202,630.87   sFT  1.00005137   +0 25 32.0
 GM0760;SPC NM E     -   665,212.936   122,911.642   MT  0.99993091   -0 17 04.4
 GM0760;SPC NM E     - 2,182,452.77    403,252.61   sFT  0.99993091   -0 17 04.4
 GM0760;UTM  13      - 4,094,522.308   517,244.747   MT  0.99960366   +0 06 59.9
 GM0760
 GM0760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0760!SPC CO S     -   0.99960981  x   1.00005137  =   0.99966116
 GM0760!SPC NM E     -   0.99960981  x   0.99993091  =   0.99954074
 GM0760!UTM  13      -   0.99960981  x   0.99960366  =   0.99921362
 GM0760
 GM0760|---------------------------------------------------------------------|
 GM0760| PID    Reference Object                     Distance      Geod. Az  |
 GM0760|                                                           dddmmss.s |
 GM0760| CM9052 MAXWELL RM 1                          8.820 METERS 03201     |
 GM0760| GM0761 MILE CORNER 97 AZ MK                  4.985 METERS 09623     |
 GM0760| CM9053 MAXWELL RM 2                         12.344 METERS 28313     |
 GM0760| CM9051 MAXWELL AZ MK                                      2950134.6 |
 GM0760|---------------------------------------------------------------------|
 GM0760
 GM0760                          SUPERSEDED SURVEY CONTROL
 GM0760
 GM0760  NAD 83(1992)-  36 59 48.07289(N)    104 48 22.30208(W) AD(       ) 1
 GM0760  NAD 83(1986)-  36 59 48.07859(N)    104 48 22.30040(W) AD(       ) 1
 GM0760  NAD 27      -  36 59 47.99000(N)    104 48 20.32000(W) AD(       ) 1
 GM0760  NGVD 29 (07/19/86) 2504.0    (m)         8215.     (f) VERT ANG       
 GM0760
 GM0760.Superseded values are not recommended for survey control.
 GM0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0760.See file dsdata.txt to determine how the superseded data were derived.
 GM0760
 GM0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA1724594522(NAD 83)
 GM0760_MARKER: DS = TRIANGULATION STATION DISK
 GM0760_SETTING: 80 = SET IN A BOULDER
 GM0760_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 GM0760
 GM0760  HISTORY     - Date     Condition        Report By
 GM0760  HISTORY     - 1945     MONUMENTED       CGS
 GM0760  HISTORY     - 1949     GOOD             CGS
 GM0760
 GM0760                          STATION DESCRIPTION
 GM0760
 GM0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CAE)
 GM0760'STATION IS 9 MILES (AIR LINE) SSE OF WESTON AND 20 MILES
 GM0760'(AIR LINE) SW OF TRINIDAD.  IT IS ON A LIGHTLY TIMBERED AND
 GM0760'ROCKY HILL WHICH IS THE HIGHEST POINT BY 200 TO 400 FEET
 GM0760'IN THE VICINITY.  THERE IS ONE RIDGE ABOUT 50 FEET LOWER ABOUT
 GM0760'3/4 MILE TO THE E.  STATION IS ABOUT 1/4 MILE N OF THE NEW
 GM0760'MEXICO-COLORADO STATE-LINE FENCE.
 GM0760'
 GM0760'TO REACH STATION FROM THE HADAD TRADING POST IN SEGUNDO, GO W
 GM0760'ON STATE HIGHWAY 12 FOR 2.4 MILES TO A POINT OPPOSITE THE
 GM0760'MOUTH OF LORENCITO CANYON.  HERE A DIRT ROAD FORDS THE STREAM
 GM0760'TO THE S AND A WIRE FENCE CROSSES THE STREAM JUST DOWNSTREAM
 GM0760'FROM THE ROAD CROSSING.  RANCH BUILDINGS ARE VISIBLE ABOUT
 GM0760'1/4 MILE TO THE S.  TAKE THE DIRT ROAD S FOR 3.3 MILES TO A
 GM0760'WINDMILL AND TANK ON THE LEFT.  CONTINUE FOR 1.9 MILES TO A FORK IN
 GM0760'THE CANYON.  HERE FOLLOW TRACK ROAD ON UP THE LEFT OR
 GM0760'MAIN CANYON FOR 1.3 MILES TO SOME CORRALS.  CONTINUE
 GM0760'THROUGH THESE AND GO 3.5 MILES TO A POINT WHERE THE MAIN
 GM0760'CANYON TURNS RIGHT OR NEARLY DUE W.  HERE TAKE A DIM TRACK
 GM0760'ROAD UP THE LEFT HAND CANYON FOR 2.2 MILES TO A POINT WHERE
 GM0760'THE CANYON NARROWS SO AS TO PREVENT FURTHER TRAVEL.  FROM
 GM0760'HERE PACK ENE UP THE CANYON ABOUT 100 YARDS.  HERE THE AZIMUTH
 GM0760'MARK IS ABOUT 120 PACES UP THE CANYON SIDE TO THE N.
 GM0760'CONTINUE ABOUT 100 YARDS AND LEAVE THE CANYON GOING ESE
 GM0760'ABOUT 1/2 MILE TO THE HIGHEST POINT AND THE STATION.
 GM0760'
 GM0760'STATION MARK IS A BRONZE STATION DISK SET IN A BOULDER PROJECTING
 GM0760'ABOUT 3 INCHES.  DISK IS STAMPED MAXWELL 1945.  MARK IS 15 FEET
 GM0760'W OF THE HIGHEST POINT OF THE HILL WHICH IS A BOULDER IN
 GM0760'WHICH IS SET THE AZIMUTH MARK FOR STATION MILE CORNER NO. 97.
 GM0760'
 GM0760'REFERENCE MARK 1 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 GM0760'PROJECTING 6 INCHES.  IT IS NNE OF THE STATION AND ABOUT 22
 GM0760'INCHES LOWER.  DISK IS STAMPED MAXWELL NO 1 1945.
 GM0760'
 GM0760'REFERENCE MARK 2 IS A BRONZE REFERENCE DISK SET IN A BOULDER
 GM0760'PROJECTING 32 INCHES AND WHICH SETS ON TOP OF THE GROUND.
 GM0760'THE MARK IS ABOUT 3-1/2 FEET LOWER THAN THE STATION AND W OF
 GM0760'IT.  DISK IS STAMPED MAXWELL NO 2 1945.
 GM0760'
 GM0760'AZIMUTH MARK IS A BRONZE AZIMUTH DISK SET IN THE CENTER OF A
 GM0760'CIRCULAR BEDROCK OUTCROP WHICH IS 6 INCHES IN DIAMETER AND
 GM0760'WHICH PROJECTS ABOUT 1 FOOT ABOVE THE SURFACE.  THE MARK IS
 GM0760'2 FEET N OF A 3-FOOT CAIRN AND IS 1/2 MILE WNW OF THE STATION.
 GM0760'DISK IS STAMPED MAXWELL 1945.
 GM0760'
 GM0760'HEIGHT OF LIGHT ABOVE STATION MARK - 1.0 METER.
 GM0760
 GM0760                          STATION RECOVERY (1949)
 GM0760
 GM0760'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (DHK)
 GM0760'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION
 GM0760'AS DESCRIBED.  A NEW DESCRIPTION FOLLOWS--
 GM0760'
 GM0760'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LIGHTLY
 GM0760'TIMBERED AND ROCKY HILL WHICH IS THE HIGHEST POINT IN THIS
 GM0760'VICINITY, ABOUT 20 MILES AIR LINE SOUTHWEST OF TRINIDAD, ABOUT
 GM0760'9 MILES AIR LINE SOUTH-SOUTHWEST OF WESTON AND ABOUT 1/4 MILE
 GM0760'NORTH OF THE NEW MEXICO-COLORADO STATE LINE FENCE.  THE STATION
 GM0760'MARK IS 15 FEET WEST OF THE HIGHEST POINT OF HILL, DESCRIBED
 GM0760'IN PROJECTS 5 INCHES AND IS STAMPED, MAXWELL 1945.
 GM0760'
 GM0760'REFERENCE MARK NO. 1 IS APPROXIMATELY 18 INCHES LOWER THAN THE
 GM0760'STATION MARK, PROJECTS 8 INCHES AND IS
 GM0760'STAMPED, MAXWELL NO 1 1945.
 GM0760'
 GM0760'REFERENCE MARK NO. 2 IS APPROXIMATELY 3 FEET LOWER THAN THE
 GM0760'STATION MARK, PROJECTS 3 INCHES AND IS
 GM0760'STAMPED, MAXWELL NO 2 1945.
 GM0760'
 GM0760'REFERENCE MARK IS THE AZIMUTH MARK TO STATION MILE CORNER NO
 GM0760'97 1945.  IT IS APPROXIMATELY 3 FEET HIGHER THAN THE STATION
 GM0760'MARK, PROJECTS 30 INCHES, AND IS STAMPED,
 GM0760'MILE CORNER NO 97 1945.
 GM0760'
 GM0760'THE AZIMUTH MARK IS ON THE EAST SIDE OF A RIDGE IN THE LOWER
 GM0760'OF 2 LARGE BEDROCK OUTCROPS VISIBLE FROM THE STATION, 8 FEET
 GM0760'NORTH OF A CAIRN, 5 FEET WEST OF POINT WHERE OUTCROP DROPS
 GM0760'ABOUT 4 FEET TO THE EAST, FLUSH WITH
 GM0760'THE GROUND AND IS STAMPED, MAXWELL 1945.
 GM0760'
 GM0760'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 85
 GM0760'AND COLORADO STATE HIGHWAY 12, GO NORTH AND THEN WEST ON STATE
 GM0760'HIGHWAY 12 FOR 4.9 MILES TO A SIDE ROAD LEFT AND SIGN SOPRIS
 GM0760'1.  TURN LEFT, SOUTH AND GO 0.4 MILE TO A T-ROAD.  TURN RIGHT
 GM0760'WEST, FOR 1.2 MILES TO FORK.  TAKE LEFT FORK UP CANYON FOR
 GM0760'1.5 MILES TO FORK.  TAKE RIGHT FORK FOR 2.2 MILES TO FORK AND
 GM0760'BUILDINGS STRAIGHT AHEAD.  TAKE RIGHT FORK FOR 0.8 MILE TO
 GM0760'FORK.  TAKE RIGHT FORK UP CANYON FOR 5.35 MILES TO A FORK JUST
 GM0760'AFTER CROSSING A CREEK 3 TIMES.  TAKE RIGHT FORK, A TRACK
 GM0760'ROAD, WEST UP A CANYON FOR 3.25 MILES TO A WINDMILL ON THE
 GM0760'LEFT.  CONTINUE STRAIGHT AHEAD UP CANYON FOR 4.8 MILES TO
 GM0760'TRAIL GOING SOUTH JUST BEFORE REACHING A FENCE LINE.  TURN
 GM0760'LEFT, SOUTH, AND FOLLOW DIM TRAIL UP DRAW FOR 0.95 MILE TO A
 GM0760'GATE.  PASS THROUGH GATE AND FOLLOW A BLAZED TRAIL FOR 0.4
 GM0760'MILE TO THE HIGHEST POINT AND STATION.  FOR THE LAST 1.35
 GM0760'MILES, IT IS ADVISABLE TO HAVE A TRUCK WITH A COMPOUND GEAR.
 GM0760'A DRIVE STATION.
 GM0760'
 GM0760'OBSERVATIONS MADE FROM A 1.24 METER TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1289 ***********************************************************************
 LL1289  DESIGNATION -  MAXWELL
 LL1289  PID         -  LL1289
 LL1289  STATE/COUNTY-  CO/LARIMER
 LL1289  USGS QUAD   -  TABLE MOUNTAIN (1978)
 LL1289
 LL1289                         *CURRENT SURVEY CONTROL
 LL1289  ___________________________________________________________________
 LL1289* NAD 83(1992)-  40 54 12.12263(N)    105 12 50.77686(W)     ADJUSTED  
 LL1289* NAVD 88     -      2192.2    (meters)    7192.     (feet)  VERTCON   
 LL1289  ___________________________________________________________________
 LL1289  LAPLACE CORR-         -15.75  (seconds)                    DEFLEC99
 LL1289  GEOID HEIGHT-         -14.10  (meters)                     GEOID03
 LL1289
 LL1289  HORZ ORDER  -  SECOND
 LL1289
 LL1289.The horizontal coordinates were established by classical geodetic methods
 LL1289.and adjusted by the National Geodetic Survey in January 1997..
 LL1289
 LL1289.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1289
 LL1289.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1289
 LL1289.The geoid height was determined by GEOID03.
 LL1289
 LL1289;                    North         East     Units Scale Factor Converg.
 LL1289;SPC CO N     -   479,169.552   938,491.261   MT  1.00002168   +0 11 05.0
 LL1289;SPC CO N     - 1,572,075.44  3,079,033.41   sFT  1.00002168   +0 11 05.0
 LL1289;SPC WY E     -    44,791.486   196,003.220   MT  0.99993770   -0 01 51.8
 LL1289;UTM  13      - 4,528,052.078   481,967.190   MT  0.99960400   -0 08 24.7
 LL1289
 LL1289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1289!SPC CO N     -   0.99965846  x   1.00002168  =   0.99968013
 LL1289!SPC WY E     -   0.99965846  x   0.99993770  =   0.99959618
 LL1289!UTM  13      -   0.99965846  x   0.99960400  =   0.99926259
 LL1289
 LL1289|---------------------------------------------------------------------|
 LL1289| PID    Reference Object                     Distance      Geod. Az  |
 LL1289|                                                           dddmmss.s |
 LL1289| CP7709 MAXWELL RM 1                          6.455 METERS 10048     |
 LL1289| CP7710 MAXWELL RM 2                          7.297 METERS 17726     |
 LL1289| LL0546 TEN MILE                            APPROX. 6.8 KM 2664640.4 |
 LL1289|---------------------------------------------------------------------|
 LL1289
 LL1289                          SUPERSEDED SURVEY CONTROL
 LL1289
 LL1289  NAD 83(1992)-  40 54 12.12251(N)    105 12 50.77933(W) AD(       ) 2
 LL1289  NAD 83(1986)-  40 54 12.11787(N)    105 12 50.77768(W) AD(       ) 2
 LL1289  NAD 27      -  40 54 12.17900(N)    105 12 48.84900(W) AD(       ) 2
 LL1289  NGVD 29 (07/19/86) 2191.1    (m)         7189.     (f) VERT ANG       
 LL1289
 LL1289.Superseded values are not recommended for survey control.
 LL1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1289.See file dsdata.txt to determine how the superseded data were derived.
 LL1289
 LL1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF8196728052(NAD 83)
 LL1289_MARKER: DD = SURVEY DISK
 LL1289_SETTING: 66 = SET IN ROCK OUTCROP
 LL1289
 LL1289  HISTORY     - Date     Condition        Report By
 LL1289  HISTORY     - 1949     MONUMENTED       USGS
 LL1289  HISTORY     - 1967     GOOD             USGS
 LL1289
 LL1289                          STATION DESCRIPTION
 LL1289
 LL1289'DESCRIBED BY US GEOLOGICAL SURVEY 1949 (DHK)
 LL1289'THE STATION IS LOCATED ABOUT 7 MILES AIR LINE NORTH OF LIVERMORE,
 LL1289'ABOUT 7 MILES AIR LINE SOUTHEAST OF VIRGINIA DALE, ABOUT
 LL1289'6.5 MILES AIR LINE SOUTH OF THE WYOMING-COLORADO STATE LINE,
 LL1289'ON THE SOUTHERN END OF A TIMBERED RIDGE, WHICH HAS A CONTINUOUS
 LL1289'GRAY LIMESTONE CLIFF ABOUT 20 FEET HIGH ALONG THE WEST SUMMIT.
 LL1289'
 LL1289'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK BRONZE
 LL1289'DISK SET IN A BEDROCK OUTCROP 15 FEET SOUTH OF FENCE LINE AND
 LL1289'15 FEET EAST OF THE EDGE OF CLIFF.  IT PROJECTS 4 INCHES
 LL1289'AND HAS NO STAMPING.
 LL1289'
 LL1289'REFERENCE MARK NO. 1 IS APPROXIMATELY 18 INCHES LOWER THAN
 LL1289'THE STATION MARK, FLUSH WITH THE GROUND AND STAMPED, MAXWELL
 LL1289'NO 1 1949.
 LL1289'
 LL1289'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 LL1289'STATION MARK, FLUSH WITH THE GROUND AND STAMPED, MAXWELL
 LL1289'NO 2 1949.
 LL1289'
 LL1289'TO REACH THE STATION FROM THE VIRGINIA DALE POST OFFICE WHICH
 LL1289'IS ABOUT MIDWAY BETWEEN FORT COLLINS AND LARAMIE ON U.S. HIGHWAY
 LL1289'287, GO SOUTH ON HIGHWAY FOR 5.0 MILES TO A SIDE ROAD LEFT,
 LL1289'EAST, AND CATTLE GUARD.  TURN LEFT OFF HIGHWAY ON DIRT ROAD
 LL1289'AND GO 1.1 MILES TO A T-ROAD JUST AFTER PASSING RANCH HOUSE.
 LL1289'TURN LEFT, NORTH, AND GO 1.35 MILES TO FORK.  TAKE RIGHT
 LL1289'FORK FOR 0.8 MILE TO FORK.  TAKE LEFT FORK FOR 0.1 MILE TO A
 LL1289'DIM SIDE ROAD LEFT JUST BEFORE REACHING RANCH HOUSE.  TURN
 LL1289'LEFT, EAST, ON DIM ROAD PASSING THROUGH A POLE GATE AND GO
 LL1289'0.65 MILE TO TWO GATES.  PASS THROUGH THE LEFT GATE AND GO
 LL1289'ALONG THE NORTH SIDE OF FENCE FOR 0.45 MILE TO GATE.  PASS
 LL1289'THROUGH GATE, CROSS DRAW AND FOLLOW ALONG THE RIGHT,
 LL1289'SOUTH, SIDE OF GRASSY DRAW FOR 0.7 MILE TO GATE.  PASS
 LL1289'THROUGH GATE AND GO 0.35 MILE TO FORK JUST BEFORE REACHING
 LL1289'SADDLE.  TAKE LEFT FORK, NORTH, FOR 0.35 MILE TO GATE.
 LL1289'PASS THROUGH GATE AND GO ABOUT 100 YARDS ON ROAD.  HERE
 LL1289'TURN RIGHT, EAST, AND FOLLOW UP SMALL GRASSY DRAW FOR 0.3
 LL1289'MILE TO THE END OF TRUCK TRAVEL.  PACK TO THE TOP OF RIDGE
 LL1289'AND THEN TURN RIGHT, SOUTH, FOR ABOUT 100 YARDS TO STATION.
 LL1289'A 15-MINUTE PACK.
 LL1289
 LL1289                          STATION RECOVERY (1967)
 LL1289
 LL1289'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 LL1289'ON SOUTHERN END OF A TIMBERED RIDGE ABOUT 7 MI. NE. OF FORKS POST
 LL1289'OFFICE AND ABOUT 3 MI. NE. OF STEAMBOAT ROCK, ABOUT 2-1/2 MI. S. OF
 LL1289'E. FRED MAXWELL RANCH, AT E. FOOT OF RED MOUNTAIN.  THE SUMMIT IS
 LL1289'GRAY LIMESTONE.
 LL1289'
 LL1289'STATION MARK--A USGS BRONZE TABLET CEMENTED IN SOLID WHITE LIMESTONE,
 LL1289'NOT STAMPED.
 LL1289'
 LL1289'RECOVERED IN GOOD CONDITION AND STAMPED ---MAXWELL
 LL1289'1902 7186---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5121 ***********************************************************************
 AC5121  DESIGNATION -  MAY RANCH
 AC5121  PID         -  AC5121
 AC5121  STATE/COUNTY-  CO/PUEBLO
 AC5121  USGS QUAD   -  BAR JH RANCH (1960)
 AC5121
 AC5121                         *CURRENT SURVEY CONTROL
 AC5121  ___________________________________________________________________
 AC5121* NAD 83(1992)-  38 28 15.07131(N)    104 24 36.70519(W)     ADJUSTED  
 AC5121* NAVD 88     -      1529.9    (meters)    5019.     (feet)  GPS OBS   
 AC5121  ___________________________________________________________________
 AC5121  X           -  -1,244,626.109 (meters)                     COMP
 AC5121  Y           -  -4,843,919.956 (meters)                     COMP
 AC5121  Z           -   3,947,436.393 (meters)                     COMP
 AC5121  LAPLACE CORR-          -5.16  (seconds)                    DEFLEC99
 AC5121  ELLIP HEIGHT-        1510.35  (meters)          (12/03/02) GPS OBS
 AC5121  GEOID HEIGHT-         -19.63  (meters)                     GEOID03
 AC5121
 AC5121  HORZ ORDER  -  FIRST
 AC5121  ELLP ORDER  -  FOURTH    CLASS II
 AC5121
 AC5121.The horizontal coordinates were established by GPS observations
 AC5121.and adjusted by the National Geodetic Survey in January 1997..
 AC5121
 AC5121.The orthometric height was determined by GPS observations and a
 AC5121.high-resolution geoid model.
 AC5121
 AC5121.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5121
 AC5121.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5121
 AC5121.The ellipsoidal height was determined by GPS observations
 AC5121.and is referenced to NAD 83.
 AC5121
 AC5121.The geoid height was determined by GEOID03.
 AC5121
 AC5121;                    North         East     Units Scale Factor Converg.
 AC5121;SPC CO S     -   505,598.499 1,009,505.268   MT  1.00000706   +0 40 06.5
 AC5121;SPC CO S     - 1,658,784.41  3,312,018.53   sFT  1.00000706   +0 40 06.5
 AC5121;UTM  13      - 4,258,224.004   551,450.590   MT  0.99963260   +0 22 01.0
 AC5121
 AC5121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5121!SPC CO S     -   0.99976307  x   1.00000706  =   0.99977013
 AC5121!UTM  13      -   0.99976307  x   0.99963260  =   0.99939576
 AC5121
 AC5121                          SUPERSEDED SURVEY CONTROL
 AC5121
 AC5121  ELLIP H (01/17/97) 1510.35   (m)                       GP(       ) 1 1
 AC5121
 AC5121.Superseded values are not recommended for survey control.
 AC5121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5121.See file dsdata.txt to determine how the superseded data were derived.
 AC5121
 AC5121_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC5145158224(NAD 83)
 AC5121_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5121_STAMPING: MAY RANCH 1995
 AC5121_MARK LOGO: NGS   
 AC5121_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC5121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5121+STABILITY: SURFACE MOTION
 AC5121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5121+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5121
 AC5121  HISTORY     - Date     Condition        Report By
 AC5121  HISTORY     - 1995     MONUMENTED       CO-101
 AC5121
 AC5121                          STATION DESCRIPTION
 AC5121
 AC5121'DESCRIBED BY PUEBLO COUNTY COLORADO 1995 (KCH)
 AC5121'THE STATION IS LOCATED ON THE CHICO BASIN RANCH, 17.2 MI (27.7 KM)
 AC5121'NORTHEAST OF DOWNTOWN PUEBLO, 7.8 MI (12.6 KM) EAST-NORTHEAST OF THE
 AC5121'TRANSPORTATION TECHNOLOGY CENTER GUARDHOUSE, 10.6 MI (17.1 KM) EAST OF
 AC5121'PINON, 3.4 MI (5.5 KM) SOUTH OF THE PUEBLO-EL PASO COUNTY LINE, IN THE
 AC5121'NE 1/4 OF SECTION 23 T18S R63W OF THE 6TH PM.  OWNERSHIP--THE STATION
 AC5121'IS SITUATED ON THE PREMISES OF THE CHICO BASIN RANCH, OWNED BY LARRY
 AC5121'FILLMORE, 1916 BOONE ROAD, BOONE, CO 81025, (719) 947-3464. THE MARKER
 AC5121'CAN BE REACHED BY FOLLOWING THE MAIN RANCH ROAD OF THE CHIDO BASIN
 AC5121'RANCH 9.75 MI (15.69 KM) TO A SIDE ROAD LEFT THAT LEADS TO  MAY CAMP.
 AC5121'THE STATION IS OFF THE RIGHT, EAST, SIDE OF THE INTERSECTION.  TO
 AC5121'REACH THE STATION FROM THE INTERSECTION OF STATE HWY 96 AND PAUL
 AC5121'HARVEY BLVD (THE EXIT FOR PUEBLO MEMORIAL AIRPORT) , GO 0.40 MI (0.64
 AC5121'KM) NORTH ON PAUL HARVEY BLVD TO THE INTERSECTION WITH DOT ROAD.  TURN
 AC5121'RIGHT, EAST 0.70 MI (1.13 KM) ON DOT ROAD TO THE INTERSECTION WITH
 AC5121'KEELER PARKWAY, THE ENTRANCE TO THE MEMORIAL AIRPORT TERMINAL.
 AC5121'CONTINUE AHEAD EAST AND NORTHEAST 9.3 MI (15.0 KM) TO A BRIDGE OVER
 AC5121'CHICO CREEK.  CONTINUE NORTHEAST 0.7 MI (1.1 KM) TO A SIDE ROAD LEFT,
 AC5121'AN UN-NAMED RANCH ROAD WITH A LOCKED GATE - AN ENTRANCE TO THE
 AC5121'PREMISES OF THE CHICO BASIN RANCH.  TURN LEFT, NORTH, OFF DOT ROAD,
 AC5121'THRU THE LOCKED GATE 2.6 MI (4.2 KM) ON THE MAIN RANCH ROAD TO A
 AC5121'CATTLE GUARD.  CONTINUE NORTH 0.85 MI (1.37 KM) WHERE ROAD BENDS TO
 AC5121'NORTHWEST.  CONTINUE NORTHWEST .05 MI (0.08 KM) TO A CULVERT OVER A
 AC5121'CREEK.  CONTINUE NORTHWEST 0.35 MI (0.56 KM) TO A CREEK WITH
 AC5121'TREE-LINED BANKS.  CONTINUE 0.5 MI (0.8 KM) WEST TO A FORK IN THE
 AC5121'ROAD.  TAKE THE RIGHT FORK WEST 0.4 MI (0.6 KM) ON THE MAIN RANCH ROAD
 AC5121'TO A REVERSE  Y  PROVIDING ACCESS TO AN OLD HOMESTEAD IN VIEW TO THE
 AC5121'SOUTHWEST.  TAKE THE RIGHT FORK NORTH 0.5 MI (0.8 KM) ON THE MAIN
 AC5121'RANCH ROAD TO A POINT WHERE THE ROAD FOLLOWS A NORTH-SOUTH FENCE.
 AC5121'CONTINUE AHEAD, NORTH 0.4 MI (0.6 KM) TO A CATTLE GUARD.  CONTINUE
 AC5121'AHEAD NORTH 2.6 MI (4.2 KM) TO A  Y  IN THE ROAD.  TAKE THE LEFT FORK
 AC5121'NORTHEAST ON THE MAIN RANCH ROAD 0.7 MI (1.1 KM) TO A CATTLE GUARD.
 AC5121'CONTINUE AHEAD, NORTH, 1.1 MI (1.8 KM) TO A SIDE ROAD LEFT, MARKED BY
 AC5121'A NORTH-FACING SIGN AS THE ROAD TO  MAY CAMP.  THE MARKER IS SET OFF
 AC5121'THE EAST EDGE OF THE NORTH-SOUTH ROAD, IN LINE WITH THE ROAD
 AC5121'INTERSECTING FROM THE WEST.  THE MARKER IS A STANDARD NGS BRASS
 AC5121'HORIZONTAL CONTROL DISK SET INTO THE TOP OF A CYLINDRICAL MASS OF
 AC5121'CONCRETE 1.5 FT (0.5 M) IN DIAMETER, 5.0 FT (1.5 M) DEEP AND FINISHED
 AC5121'LEVEL EITH THE GROUND.  IT IS 18.3 M (60.0 FT) NORTHEAST OF THE CENTER
 AC5121'OF THE INTERSECTION, 12.4 M (40.7 FT) NORTHEAST OF THE CENTER OF TH
 AC5121'NORTH-SOUTH ROAD, 20.7 M (67.9 FT) NORTHEAST OF A SIGN THAT SAYS MAY
 AC5121'CAMP AND 0.6 M (2.0 FT) NORTHEAST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0816 ***********************************************************************
 JJ0816  DESIGNATION -  MAY VALLEY COL MILLING CO ELEV
 JJ0816  PID         -  JJ0816
 JJ0816  STATE/COUNTY-  CO/PROWERS
 JJ0816  USGS QUAD   -  MAY VALLEY (1955)
 JJ0816
 JJ0816                         *CURRENT SURVEY CONTROL
 JJ0816  ___________________________________________________________________
 JJ0816* NAD 83(1992)-  38 11 37.01715(N)    102 36 48.46103(W)     ADJUSTED  
 JJ0816* NAVD 88     -                                                        
 JJ0816  ___________________________________________________________________
 JJ0816  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 JJ0816  GEOID HEIGHT-         -23.19  (meters)                     GEOID03
 JJ0816
 JJ0816  HORZ ORDER  -  THIRD
 JJ0816
 JJ0816.The horizontal coordinates were established by classical geodetic methods
 JJ0816.and adjusted by the National Geodetic Survey in January 1993..
 JJ0816
 JJ0816
 JJ0816.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0816
 JJ0816.The geoid height was determined by GEOID03.
 JJ0816
 JJ0816;                    North         East     Units Scale Factor Converg.
 JJ0816;SPC CO S     -   478,176.615 1,167,216.511   MT  0.99996503   +1 46 13.9
 JJ0816;SPC CO S     - 1,568,817.78  3,829,442.84   sFT  0.99996503   +1 46 13.9
 JJ0816;UTM  13      - 4,229,989.644   708,993.990   MT  1.00013796   +1 28 34.2
 JJ0816
 JJ0816                          SUPERSEDED SURVEY CONTROL
 JJ0816
 JJ0816  NAD 83(1986)-  38 11 37.01298(N)    102 36 48.45479(W) AD(       ) 4
 JJ0816  NAD 27      -  38 11 36.97960(N)    102 36 46.75514(W) AD(       ) 3
 JJ0816
 JJ0816.Superseded values are not recommended for survey control.
 JJ0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0816.See file dsdata.txt to determine how the superseded data were derived.
 JJ0816
 JJ0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC0899429990(NAD 83)
 JJ0816_MARKER: 65 = GRAIN ELEVATOR
 JJ0816
 JJ0816  HISTORY     - Date     Condition        Report By
 JJ0816  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0816
 JJ0816                          STATION DESCRIPTION
 JJ0816
 JJ0816'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0612 ***********************************************************************
 HK0612  DESIGNATION -  MAYER
 HK0612  PID         -  HK0612
 HK0612  STATE/COUNTY-  CO/PUEBLO
 HK0612  USGS QUAD   -  RYE (1994)
 HK0612
 HK0612                         *CURRENT SURVEY CONTROL
 HK0612  ___________________________________________________________________
 HK0612* NAD 83(1992)-  37 56 15.24379(N)    104 57 01.92005(W)     ADJUSTED  
 HK0612* NAVD 88     -      2156.6    (meters)    7075.     (feet)  GPS OBS   
 HK0612  ___________________________________________________________________
 HK0612  X           -  -1,299,826.593 (meters)                     COMP
 HK0612  Y           -  -4,867,825.666 (meters)                     COMP
 HK0612  Z           -   3,901,296.464 (meters)                     COMP
 HK0612  LAPLACE CORR-         -19.40  (seconds)                    DEFLEC99
 HK0612  ELLIP HEIGHT-        2139.74  (meters)          (12/03/02) GPS OBS
 HK0612  GEOID HEIGHT-         -16.63  (meters)                     GEOID03
 HK0612
 HK0612  HORZ ORDER  -  FIRST
 HK0612  ELLP ORDER  -  FOURTH    CLASS II
 HK0612
 HK0612.The horizontal coordinates were established by GPS observations
 HK0612.and adjusted by the National Geodetic Survey in August 1994..
 HK0612
 HK0612.The orthometric height was determined by GPS observations and a
 HK0612.high-resolution geoid model.
 HK0612
 HK0612.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HK0612
 HK0612.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0612
 HK0612.The ellipsoidal height was determined by GPS observations
 HK0612.and is referenced to NAD 83.
 HK0612
 HK0612.The geoid height was determined by GEOID03.
 HK0612
 HK0612;                    North         East     Units Scale Factor Converg.
 HK0612;SPC CO S     -   445,992.688   962,700.886   MT  0.99994702   +0 20 13.3
 HK0612;SPC CO S     - 1,463,227.68  3,158,461.16   sFT  0.99994702   +0 20 13.3
 HK0612;UTM  13      - 4,198,889.219   504,346.719   MT  0.99960023   +0 01 49.5
 HK0612
 HK0612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0612!SPC CO S     -   0.99966435  x   0.99994702  =   0.99961139
 HK0612!UTM  13      -   0.99966435  x   0.99960023  =   0.99926472
 HK0612
 HK0612                          SUPERSEDED SURVEY CONTROL
 HK0612
 HK0612  ELLIP H (08/30/94) 2139.75   (m)                       GP(       ) 4 1
 HK0612
 HK0612.Superseded values are not recommended for survey control.
 HK0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0612.See file dsdata.txt to determine how the superseded data were derived.
 HK0612
 HK0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB0434798889(NAD 83)
 HK0612_MARKER: DH = HORIZONTAL CONTROL DISK
 HK0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0612_SP_SET: CONCRETE POST
 HK0612_STAMPING: MAYER 1993
 HK0612_MARK LOGO: NGS   
 HK0612_MAGNETIC: N = NO MAGNETIC MATERIAL
 HK0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0612+STABILITY: SURFACE MOTION
 HK0612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HK0612+SATELLITE: SATELLITE OBSERVATIONS - 1993
 HK0612
 HK0612  HISTORY     - Date     Condition        Report By
 HK0612  HISTORY     - 1993     MONUMENTED       CODOT
 HK0612
 HK0612                          STATION DESCRIPTION
 HK0612
 HK0612'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1993
 HK0612'STATION IS LOCATED ABOUT 1.6 MI (2.6 KM) NORTHWEST OF RYE AND 6 MI
 HK0612'(9.7 KM) SOUTHEAST OF LAKE ISABEL IN SEC 25, T 24 S, R 68 W OF THE
 HK0612'6TH PM. OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION RIGHT OF WAY
 HK0612'TO REACH THE STATION FROM THE JUNCTION OF I-25 AND S.H.165 (EXIT 74)
 HK0612'PROCEED WEST ALONG S.H.165 9.8 MI (15.8 KM) TO THE STATION ON THE
 HK0612'RIGHT AT MILEPOST 26.95.
 HK0612'STATION MARK IS A NGS BRASS HORIZONTAL CONTROL DISK SET INTO A
 HK0612'CONCRETE POST SET FLUSH WITH THE GROUND, 52 FT (15.8 M) EAST OF THE
 HK0612'CENTERLINE OF S.H. 165, 3 FT (0.9 M) BELOW THE SURFACE OF THE ROAD,
 HK0612'76 FT (23.2 M) NORTH OF THE CENTER OF A BARBED WIRE GATE, 13 FT
 HK0612'(4.0 M) WEST OF A BARBED WIRE FENCE AND 2 FT (0.6 M) WEST OF A
 HK0612'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0724 ***********************************************************************
 LK0724  DESIGNATION -  MAYFIELD
 LK0724  PID         -  LK0724
 LK0724  STATE/COUNTY-  CO/WELD
 LK0724  USGS QUAD   -  BATTLE CANYON (1977)
 LK0724
 LK0724                         *CURRENT SURVEY CONTROL
 LK0724  ___________________________________________________________________
 LK0724* NAD 83(1992)-  40 56 26.74655(N)    103 39 00.81681(W)     ADJUSTED  
 LK0724* NAVD 88     -      1525.     (meters)    5003.     (feet)  SCALED    
 LK0724  ___________________________________________________________________
 LK0724  LAPLACE CORR-          -3.66  (seconds)                    DEFLEC99
 LK0724  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 LK0724
 LK0724  HORZ ORDER  -  FIRST
 LK0724
 LK0724.The horizontal coordinates were established by classical geodetic methods
 LK0724.and adjusted by the National Geodetic Survey in August 1997..
 LK0724
 LK0724.The orthometric height was scaled from a topographic map.
 LK0724
 LK0724.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0724
 LK0724.The geoid height was determined by GEOID03.
 LK0724
 LK0724;                    North         East     Units Scale Factor Converg.
 LK0724;SPC CO N     -   484,908.375 1,070,165.358   MT  1.00002934   +1 11 42.7
 LK0724;SPC CO N     - 1,590,903.56  3,511,034.18   sFT  1.00002934   +1 11 42.7
 LK0724;SPC NE       -   129,440.392   192,794.071   MT  0.99970690   -2 25 08.4
 LK0724;UTM  13      - 4,533,058.293   613,621.063   MT  0.99975889   +0 53 04.5
 LK0724
 LK0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0724!SPC CO N     -   0.99976385  x   1.00002934  =   0.99979318
 LK0724!SPC NE       -   0.99976385  x   0.99970690  =   0.99947082
 LK0724!UTM  13      -   0.99976385  x   0.99975889  =   0.99952279
 LK0724
 LK0724|---------------------------------------------------------------------|
 LK0724| PID    Reference Object                     Distance      Geod. Az  |
 LK0724|                                                           dddmmss.s |
 LK0724| CP7712 MAYFIELD RM 1                        51.218 METERS 01623     |
 LK0724| CP7713 MAYFIELD RM 2                        46.101 METERS 11601     |
 LK0724| CP7711 MAYFIELD AZ MK                                     2824326.3 |
 LK0724| LK0725 SHELL OIL CO RADIO MAST             APPROX. 3.5 KM 2854023.5 |
 LK0724|---------------------------------------------------------------------|
 LK0724
 LK0724                          SUPERSEDED SURVEY CONTROL
 LK0724
 LK0724  NAD 83(1992)-  40 56 26.74251(N)    103 39 00.81767(W) AD(       ) 1
 LK0724  NAD 83(1986)-  40 56 26.74040(N)    103 39 00.81814(W) AD(       ) 1
 LK0724  NAD 27      -  40 56 26.79580(N)    103 38 59.03170(W) AD(       ) 1
 LK0724
 LK0724.Superseded values are not recommended for survey control.
 LK0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0724.See file dsdata.txt to determine how the superseded data were derived.
 LK0724
 LK0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF1362133058(NAD 83)
 LK0724_MARKER: DS = TRIANGULATION STATION DISK
 LK0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0724
 LK0724  HISTORY     - Date     Condition        Report By
 LK0724  HISTORY     - 1934     MONUMENTED       CGS
 LK0724  HISTORY     - 1963     GOOD             CGS
 LK0724
 LK0724                          STATION DESCRIPTION
 LK0724
 LK0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 LK0724'STATION IS LOCATED ABOUT 20 MILES SOUTH OF KIMBALL AND NEBRASKA
 LK0724'AND 2-1/2 MILES EAST OF LONE STAR SCHOOL, DISTRICT 16.  IT IS ON
 LK0724'THE HIGHEST POINT OF THE HIGHEST BUTTE IN THE VICINITY AND
 LK0724'IS IN THE NE 1/4 SE 1/4 OF SEC. 8, T. 11 N., R. 56 W.  THE
 LK0724'STATION MARK IS 4/10 MILE MILE SOUTHEAST OF THE RANCH HOUSE
 LK0724'AND BUILDINGS OF BEN MAYFIELD AND PROJECTS 6 INCHES.
 LK0724'
 LK0724'TO REACH THE STATION FROM THE COURTHOUSE IN KIMBALL, NEBR.,
 LK0724'GO WEST ON U.S. HIGHWAY 30 ONE-HALF BLOCK TO A GRAVELED CROSS
 LK0724'ROAD.  HERE TURN LEFT (SOUTH) AND GO 13.0 MILES TO A
 LK0724'T-INTERSECTION.  (THERE IS AN ENARCO GASOLINE SIGN IN THE NORTHWEST
 LK0724'ANGLE OF THIS INTERSECTION).  HERE TURN RIGHT AND GO WEST
 LK0724'0.3 MILE, THEN TURN LEFT (SOUTH) AND GO 3.0 MILES.  HERE
 LK0724'TURN RIGHT AND GO WEST 1.0 MILE, HERE TURN LEFT (SOUTH) AND
 LK0724'GO 4.0 MILES TO LONE STAR SCHOOL, DISTRICT 16, ON THE
 LK0724'RIGHT SIDE OF THE ROAD.  HERE TURN LEFT, LEAVE MAIN ROAD,
 LK0724'AND GO EAST ALONG SOUTH SIDE OF EAST-WEST FENCE 0.8 MILE
 LK0724'TO A GATE, PASS THROUGH GATE AND CONTINUE EAST 0.2 MILE TO A
 LK0724'FORK, TAKE THE RIGHT FORK AND GO 0.2 MILE TO A DIM
 LK0724'CROSSROADS.  HERE TURN LEFT AND GO 0.3 MILE TO A BLIND
 LK0724'WIRE GATE, PASS THROUGH GATE AND GO EAST 0.4 MILE TO
 LK0724'MAYFIELDS HOUSE.  THEN GO SOUTHEAST TOWARD LARGE BUTTE FOR
 LK0724'0.2 MILE TO A FENCE CORNER, HERE TURN AND GO EAST AND UPHILL
 LK0724'FOR 0.3 MILE, THEN TURN SOUTH AND GO 0.1 MILE UP SMALL GULLY
 LK0724'TO TOP OF BUTTE AND STATION.
 LK0724'
 LK0724'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LK0724'BRONZE DISKS SET.
 LK0724'
 LK0724'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION AND
 LK0724'PROJECTS 6 INCHES.
 LK0724'
 LK0724'REFERENCE MARK NO. 2 IS EAST OF THE STATION AND PROJECTS 6
 LK0724'INCHES.
 LK0724'
 LK0724'AZIMUTH MARK IS WEST-NORTHWEST OF THE STATION, 3 FEET SOUTH
 LK0724'OF THE SOUTHWEST CORNER OF THE MAYFIELD GARDEN AND PROJECTS
 LK0724'10 INCHES.
 LK0724'
 LK0724'A 10-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 LK0724
 LK0724                          STATION RECOVERY (1963)
 LK0724
 LK0724'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (BMK)
 LK0724'ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.  A NEW
 LK0724'DESCRIPTION FOLLOWS--
 LK0724'
 LK0724'THE STATION IS LOCATED ABOUT 23-3/4 MILES NORTH AND 1-1/2 MILES
 LK0724'EAST OF STONEHAM, 20-1/2 MILES SOUTH OF KIMBALL, NEBRASKA,
 LK0724'ON THE HIGHEST POINT OF A VERY PROMINENT BUTTE IN THE SE 1/4
 LK0724'OF SEC. 8 T11N R56W, AND ON PROPERTY OWNED BY MR. ROBERT BIGGS.
 LK0724'
 LK0724'TO REACH THE STATION FROM THE POST OFFICE IN STONEHAM, GO
 LK0724'NORTH FOR 0.35 MILE TO STATE HIGHWAY 14.  TURN LEFT, WEST, ON
 LK0724'STATE HIGHWAY 14 FOR 0.6 MILE TO THE JUNCTION OF STATE HIGHWAY
 LK0724'14 AND STATE HIGHWAY 71.  TURN RIGHT AND GO NORTH ON STATE
 LK0724'HIGHWAY 71 FOR 23.6 MILES TO A CROSSROAD AT THE TOP OF A VERY
 LK0724'PROMINENT RIDGE.  TURN RIGHT AND GO EAST FOR 0.9 MILE TO A
 LK0724'TRACK ROAD Y-FORK.  TAKE THE RIGHT FORK AND GO SOUTHEAST ON
 LK0724'THE TRACK ROAD FOR 0.75 MILE TO A WINDMILL AT AN ABANDONED
 LK0724'SET OF RANCH BUILDINGS AND THE AZIMUTH MARK ON THE RIGHT,
 LK0724'WEST, SIDE OF THE ROAD.  CONTINUE SOUTHEAST, ACROSS COUNTRY,
 LK0724'FOR 0.5 MILE TO THE TOP OF THE BUTTE AND THE STATION.
 LK0724'
 LK0724'THE STATION MARK, STAMPED MAYFIELD 1934, IS A STANDARD DISK SET
 LK0724'IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT PROJECTS
 LK0724'7 INCHES.  IT IS 3.7 FEET SOUTHEAST OF A WITNESS POST.
 LK0724'
 LK0724'REFERENCE MARK NO. 1, STAMPED MAYFIELD NO 1 1934, IS A STANDARD
 LK0724'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT
 LK0724'PROJECTS 3 INCHES.  IT IS 165.5 FEET NORTH OF THE WITNESS
 LK0724'POST.
 LK0724'
 LK0724'REFERENCE MARK NO. 2, STAMPED MAYFIELD NO 2 1934, IS A STANDARD
 LK0724'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT
 LK0724'PROJECTS 5 INCHES.  IT IS 154.5 FEET EAST-SOUTHEAST OF THE
 LK0724'WITNESS POST.
 LK0724'
 LK0724'THE AZIMUTH MARK, STAMPED MAYFIELD AZIMUTH 1934, IS A STANDARD
 LK0724'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE POST THAT
 LK0724'PROJECTS 9 INCHES.  IT IS 149 FEET WEST OF THE CENTER OF THE
 LK0724'TRACK ROAD, 19 FEET SOUTH OF A FENCE, AND 1.4 FEET SOUTH OF
 LK0724'A WITNESS POST.
 LK0724'
 LK0724'IT IS 243.9 FEET OR 74.34 METERS BETWEEN THE REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0449 ***********************************************************************
 JM0449  DESIGNATION -  MBWM 1
 JM0449  PID         -  JM0449
 JM0449  STATE/COUNTY-  CO/MESA
 JM0449  USGS QUAD   -  CALAMITY MESA (1972)
 JM0449
 JM0449                         *CURRENT SURVEY CONTROL
 JM0449  ___________________________________________________________________
 JM0449* NAD 83(1992)-  38 30 12.97417(N)    108 47 08.44910(W)     ADJUSTED  
 JM0449* NAVD 88     -      1813.1    (meters)    5948.     (feet)  VERTCON   
 JM0449  ___________________________________________________________________
 JM0449  LAPLACE CORR-           7.89  (seconds)                    DEFLEC99
 JM0449  GEOID HEIGHT-         -18.18  (meters)                     GEOID03
 JM0449
 JM0449  HORZ ORDER  -  THIRD
 JM0449
 JM0449.The horizontal coordinates were established by classical geodetic methods
 JM0449.and adjusted by the National Geodetic Survey in November 1997..
 JM0449
 JM0449.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0449
 JM0449.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0449
 JM0449.The geoid height was determined by GEOID03.
 JM0449
 JM0449;                    North         East     Units Scale Factor Converg.
 JM0449;SPC CO C     -   384,388.114   627,862.505   MT  0.99998989   -2 04 20.1
 JM0449;SPC CO C     - 1,261,113.34  2,059,912.24   sFT  0.99998989   -2 04 20.1
 JM0449;SPC CO S     -   513,719.447   627,852.335   MT  1.00001358   -2 00 55.3
 JM0449;SPC CO S     - 1,685,427.89  2,059,878.87   sFT  1.00001358   -2 00 55.3
 JM0449;UTM  12      - 4,264,016.822   693,085.266   MT  1.00005914   +1 22 44.3
 JM0449
 JM0449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0449!SPC CO C     -   0.99971845  x   0.99998989  =   0.99970834
 JM0449!SPC CO S     -   0.99971845  x   1.00001358  =   0.99973202
 JM0449!UTM  12      -   0.99971845  x   1.00005914  =   0.99977757
 JM0449
 JM0449:                Primary Azimuth Mark                     Grid Az
 JM0449:SPC CO C     -  WHEEL                                    254 55 56.4
 JM0449:SPC CO S     -  WHEEL                                    254 52 31.6
 JM0449:UTM  12      -  WHEEL                                    251 28 52.0
 JM0449
 JM0449|---------------------------------------------------------------------|
 JM0449| PID    Reference Object                     Distance      Geod. Az  |
 JM0449|                                                           dddmmss.s |
 JM0449| JM0424 WHEEL                               APPROX. 6.8 KM 2525136.3 |
 JM0449|---------------------------------------------------------------------|
 JM0449
 JM0449                          SUPERSEDED SURVEY CONTROL
 JM0449
 JM0449  NAD 83(1992)-  38 30 12.96951(N)    108 47 08.45394(W) AD(       ) 3
 JM0449  NAD 83(1986)-  38 30 12.96695(N)    108 47 08.44762(W) AD(       ) 3
 JM0449  NAD 27      -  38 30 13.00665(N)    108 47 06.07339(W) AD(       ) 3
 JM0449  NGVD 29 (07/19/86) 1811.9    (m)         5945.     (f) VERT ANG       
 JM0449
 JM0449.Superseded values are not recommended for survey control.
 JM0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0449.See file dsdata.txt to determine how the superseded data were derived.
 JM0449
 JM0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH9308564017(NAD 83)
 JM0449_MARKER: DD = SURVEY DISK
 JM0449_SETTING: 66 = SET IN ROCK OUTCROP
 JM0449_SP_SET: SET IN ROCK OUTCROP
 JM0449_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0449+STABILITY: POSITION/ELEVATION WELL
 JM0449
 JM0449  HISTORY     - Date     Condition        Report By
 JM0449  HISTORY     - 1947     MONUMENTED       USGS
 JM0449
 JM0449                          STATION DESCRIPTION
 JM0449
 JM0449'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JM0449'LOCATED ABOUT 26 MI. (AIRLINE) N. OF NATURITA, COLORADO, ON MOON MESA.
 JM0449'
 JM0449'TO REACH FROM NATURITA POST OFFICE, TAKE HIGHWAY 141 N. 29.0 MI. TO
 JM0449'MESA CREEK TURN OFF.  TURN RIGHT ON MESA CREEK ROAD 7.5 MI.  STATION
 JM0449'LIES ON E. RIM OF MESA CREEK CANYON ON SW. EDGE OF MOON MESA AND 18.5
 JM0449'FT. S. OF 1/4 SEC. COR. OF SECS. 17 AND 20, T 49 N, R 17 W.
 JM0449'
 JM0449'STATION MARK--STANDARD TABLET, STAMPED ---5941---, SET IN SOLID ROCK.
 JM0449'
 JM0449'1/4 SEC. COR. IS STANDARD GLO 1 IN. IRON PIPE, SET IN ROCK MOUND,
 JM0449'MARKED ---SEC. 17/20 1927---, 18.5 FT. FROM STATION,
 JM0449'S 11 DEG 21 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0837 ***********************************************************************
 JJ0837  DESIGNATION -  MC CLAVE COL MILLING CO ELEV
 JJ0837  PID         -  JJ0837
 JJ0837  STATE/COUNTY-  CO/BENT
 JJ0837  USGS QUAD   -  MC CLAVE (1955)
 JJ0837
 JJ0837                         *CURRENT SURVEY CONTROL
 JJ0837  ___________________________________________________________________
 JJ0837* NAD 83(1992)-  38 08 09.83918(N)    102 51 06.03671(W)     ADJUSTED  
 JJ0837* NAVD 88     -      1179.     (meters)    3868.     (feet)  VERTCON   
 JJ0837  ___________________________________________________________________
 JJ0837  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 JJ0837  GEOID HEIGHT-         -22.89  (meters)                     GEOID03
 JJ0837
 JJ0837  HORZ ORDER  -  THIRD
 JJ0837
 JJ0837.The horizontal coordinates were established by classical geodetic methods
 JJ0837.and adjusted by the National Geodetic Survey in January 1993..
 JJ0837
 JJ0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0837
 JJ0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0837
 JJ0837.The geoid height was determined by GEOID03.
 JJ0837
 JJ0837;                    North         East     Units Scale Factor Converg.
 JJ0837;SPC CO S     -   471,173.326 1,146,539.560   MT  0.99995924   +1 37 27.9
 JJ0837;SPC CO S     - 1,545,841.15  3,761,605.21   sFT  0.99995924   +1 37 27.9
 JJ0837;UTM  13      - 4,223,092.375   688,278.571   MT  1.00003660   +1 19 37.4
 JJ0837
 JJ0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0837!SPC CO S     -   0.99981869  x   0.99995924  =   0.99977794
 JJ0837!UTM  13      -   0.99981869  x   1.00003660  =   0.99985529
 JJ0837
 JJ0837                          SUPERSEDED SURVEY CONTROL
 JJ0837
 JJ0837  NAD 83(1986)-  38 08 09.83348(N)    102 51 06.03049(W) AD(       ) 4
 JJ0837  NAD 27      -  38 08 09.80043(N)    102 51 04.31372(W) AD(       ) 3
 JJ0837  NGVD 29 (07/19/86) 1178.     (m)         3865.     (f) VERT ANG       
 JJ0837
 JJ0837.Superseded values are not recommended for survey control.
 JJ0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0837.See file dsdata.txt to determine how the superseded data were derived.
 JJ0837
 JJ0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC8827923092(NAD 83)
 JJ0837_MARKER: 65 = GRAIN ELEVATOR
 JJ0837
 JJ0837  HISTORY     - Date     Condition        Report By
 JJ0837  HISTORY     - 1954     FIRST OBSERVED   CGS
 JJ0837  HISTORY     - 1954     GOOD             CGS
 JJ0837
 JJ0837                          STATION DESCRIPTION
 JJ0837
 JJ0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0837'STATION IS LOCATED IN MC CLAVE ON THE NORTH SIDE OF THE RAILROAD
 JJ0837'TRACKS.  THE ELEVATOR CONSISTS OF FOUR CYLINDRICAL SHAPED CONCRETE
 JJ0837'BINS THAT ARE ABOUT 80 FEET IN HEIGHT.  A HEADHOUSE, THAT IS
 JJ0837'ABOUT 20 FEET IN HEIGHT, SITS ON TOP OF THE CONCRETE BINS.
 JJ0837'THE CENTER OF THE HEADHOUSE WAS INTERSECTED.
 JJ0837
 JJ0837                          STATION RECOVERY (1954)
 JJ0837
 JJ0837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 JJ0837'STATION MARK--CENTER OF THE HEAD HOUSE WAS INTERSECTED.
 JJ0837'
 JJ0837'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3463 ***********************************************************************
 AJ3463  DESIGNATION -  MCCARY
 AJ3463  PID         -  AJ3463
 AJ3463  STATE/COUNTY-  CO/GARFIELD
 AJ3463  USGS QUAD   -  DE BEQUE (1962)
 AJ3463
 AJ3463                         *CURRENT SURVEY CONTROL
 AJ3463  ___________________________________________________________________
 AJ3463* NAD 83(1992)-  39 22 27.10216(N)    108 09 44.37283(W)     ADJUSTED  
 AJ3463* NAVD 88     -      1577.3    (meters)    5175.     (feet)  GPS OBS   
 AJ3463  ___________________________________________________________________
 AJ3463  X           -  -1,539,313.861 (meters)                     COMP
 AJ3463  Y           -  -4,692,245.966 (meters)                     COMP
 AJ3463  Z           -   4,025,506.496 (meters)                     COMP
 AJ3463  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 AJ3463  ELLIP HEIGHT-        1561.00  (meters)          (12/03/02) GPS OBS
 AJ3463  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 AJ3463
 AJ3463  HORZ ORDER  -  FIRST
 AJ3463  ELLP ORDER  -  FOURTH    CLASS II
 AJ3463
 AJ3463.The horizontal coordinates were established by GPS observations
 AJ3463.and adjusted by the National Geodetic Survey in May 2001..
 AJ3463
 AJ3463.The orthometric height was determined by GPS observations and a
 AJ3463.high-resolution geoid model.
 AJ3463
 AJ3463.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3463
 AJ3463.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3463
 AJ3463.The ellipsoidal height was determined by GPS observations
 AJ3463.and is referenced to NAD 83.
 AJ3463
 AJ3463.The geoid height was determined by GEOID03.
 AJ3463
 AJ3463;                    North         East     Units Scale Factor Converg.
 AJ3463;SPC CO C     -   479,210.120   685,038.750   MT  0.99994724   -1 40 44.8
 AJ3463;SPC CO C     - 1,572,208.54  2,247,497.97   sFT  0.99994724   -1 40 44.8
 AJ3463;UTM  12      - 4,362,144.492   744,439.387   MT  1.00033574   +1 48 03.8
 AJ3463
 AJ3463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3463!SPC CO C     -   0.99975516  x   0.99994724  =   0.99970241
 AJ3463!UTM  12      -   0.99975516  x   1.00033574  =   1.00009081
 AJ3463
 AJ3463                          SUPERSEDED SURVEY CONTROL
 AJ3463
 AJ3463.No superseded survey control is available for this station.
 AJ3463
 AJ3463_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ4443962144(NAD 83)
 AJ3463_MARKER: DH = HORIZONTAL CONTROL DISK
 AJ3463_SETTING: 66 = SET IN ROCK OUTCROP
 AJ3463_STAMPING: MCCARY
 AJ3463_MARK LOGO: NGS   
 AJ3463_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3463_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3463+STABILITY: POSITION/ELEVATION WELL
 AJ3463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3463+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2000
 AJ3463
 AJ3463  HISTORY     - Date     Condition        Report By
 AJ3463  HISTORY     - 20001005 MONUMENTED       NGS
 AJ3463
 AJ3463                          STATION DESCRIPTION
 AJ3463
 AJ3463'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 AJ3463'THE STATION IS LOCATED 4.0 MI NORTHEAST OF DE BECQUE, 0.55 MI NORTH
 AJ3463'OF THE GARFIELD-MESA COUNTY LINE AND 0.15 MI WEST OF A TOWNSHIP
 AJ3463'LINE, IN THE NORTHEAST 1/4 OF SECTION 12, T 8 S, R 97 W, AT INTERSTATE
 AJ3463'70 MILEPOST 66.1. OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION
 AJ3463'RIGHT-OF-WAY.
 AJ3463' 
 AJ3463'TO REACH THE STATION FROM INTERSTATE 70 AT EXIT 75, THE PARACHUTE,
 AJ3463'BATTLEMENT MESA, REST AREA EXIT, GO NORTH ON THE OVERPASS ROAD
 AJ3463'FOR 0.1 MI TO THE INTERSECTION OF FIRST STREET, NORTHERN FRONTAGE
 AJ3463'ROAD, IN PARACHUTE. TURN LEFT, WEST, FOR 2.5 MI TO A SHARP TURN AND
 AJ3463'OVERPASS ON INTERSTATE 70. CONTINUE AHEAD, 0.05 MI TO THE
 AJ3463'INTERSECTION OF THE SOUTHERN ACCESS ROAD GOING EAST, NO OUTLET.
 AJ3463'CONTINUE AHEAD SOUTH THAN WEST ON SOUTHERN ACCESS ROAD FOR 2.9
 AJ3463'MI TO A PAVED ROAD RIGHT. CONTINUE AHEAD 3.1 MI TO A PAVED SIDE
 AJ3463'ROAD RIGHT TO AN UNDERPASS. TURN RIGHT, NORTH, FOR 0.2 MI TO A DIM
 AJ3463'TRACK ROAD ON THE LEFT, JUST BEFORE THE UNDERPASS. TURN LEFT,
 AJ3463'WEST, UP THE DIM TRACK ROAD FOR 0.05 MI AND THE STATION ON THE TOP
 AJ3463'OF A SMALL HILL JUST SOUTH OF THE INTERSTATE.
 AJ3463' 
 AJ3463'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN A 6.2 M BY 5.2 M
 AJ3463'WHITE SANDSTONE OUTCROP THAT IS MOSTLY FLUSH WITH THE GROUND.
 AJ3463'IT IS 61.3 M SOUTH-SOUTHWEST FROM THE SOUTHWEST CORNER OF THE
 AJ3463'BRIDGE, STRUCTURE --G-04-AM--, ON THE INTERSTATE, 21.8 M SOUTHEAST
 AJ3463'FROM THE INTERSTATE 70 GUARD RAIL, 1.2 M EAST-NORTHEAST FROM A
 AJ3463'WITNESS POST AND ABOUT 1.4 M BELOW THE INTERSTATE.
 AJ3463' 
 AJ3463'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0840 ***********************************************************************
 JJ0840  DESIGNATION -  MCCLAVE
 JJ0840  PID         -  JJ0840
 JJ0840  STATE/COUNTY-  CO/BENT
 JJ0840  USGS QUAD   -  MC CLAVE (1955)
 JJ0840
 JJ0840                         *CURRENT SURVEY CONTROL
 JJ0840  ___________________________________________________________________
 JJ0840* NAD 83(1992)-  38 11 29.96981(N)    102 51 03.63255(W)     ADJUSTED  
 JJ0840* NAVD 88     -      1250.2    (meters)    4102.     (feet)  VERTCON   
 JJ0840  ___________________________________________________________________
 JJ0840  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 JJ0840  GEOID HEIGHT-         -22.86  (meters)                     GEOID03
 JJ0840
 JJ0840  HORZ ORDER  -  THIRD
 JJ0840
 JJ0840.The horizontal coordinates were established by classical geodetic methods
 JJ0840.and adjusted by the National Geodetic Survey in January 1993..
 JJ0840
 JJ0840.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0840
 JJ0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0840
 JJ0840.The geoid height was determined by GEOID03.
 JJ0840
 JJ0840;                    North         East     Units Scale Factor Converg.
 JJ0840;SPC CO S     -   477,342.941 1,146,423.120   MT  0.99996481   +1 37 29.4
 JJ0840;SPC CO S     - 1,566,082.63  3,761,223.19   sFT  0.99996481   +1 37 29.4
 JJ0840;UTM  13      - 4,229,262.970   688,194.060   MT  1.00003620   +1 19 44.8
 JJ0840
 JJ0840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0840!SPC CO S     -   0.99980746  x   0.99996481  =   0.99977227
 JJ0840!UTM  13      -   0.99980746  x   1.00003620  =   0.99984365
 JJ0840
 JJ0840|---------------------------------------------------------------------|
 JJ0840| PID    Reference Object                     Distance      Geod. Az  |
 JJ0840|                                                           dddmmss.s |
 JJ0840| CM9056 MCCLAVE RM 2                         30.306 METERS 00023     |
 JJ0840| JJ0838 BIG BEND LAMAR FLOUR MILL ELEV      APPROX. 8.8 KM 0830452.1 |
 JJ0840| JJ0837 MC CLAVE COL MILLING CO ELEV        APPROX. 6.2 KM 1803237.0 |
 JJ0840| CM9055 MCCLAVE RM 1                         35.232 METERS 26903     |
 JJ0840| CM9054 MCCLAVE AZ MK                                      3572152.5 |
 JJ0840|---------------------------------------------------------------------|
 JJ0840
 JJ0840                          SUPERSEDED SURVEY CONTROL
 JJ0840
 JJ0840  NAD 83(1986)-  38 11 29.96397(N)    102 51 03.62650(W) AD(       ) 3
 JJ0840  NAD 27      -  38 11 29.94158(N)    102 51 01.91219(W) AD(       ) 3
 JJ0840  NGVD 29 (07/19/86) 1249.6    (m)         4100.     (f) VERT ANG       
 JJ0840
 JJ0840.Superseded values are not recommended for survey control.
 JJ0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0840.See file dsdata.txt to determine how the superseded data were derived.
 JJ0840
 JJ0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC8819429263(NAD 83)
 JJ0840_MARKER: DD = SURVEY DISK
 JJ0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0840
 JJ0840  HISTORY     - Date     Condition        Report By
 JJ0840  HISTORY     - 1950     MONUMENTED       USGS
 JJ0840  HISTORY     - 1954     GOOD             USGS
 JJ0840  HISTORY     - 1954     GOOD             CGS
 JJ0840
 JJ0840                          STATION DESCRIPTION
 JJ0840
 JJ0840'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (WRH)
 JJ0840'THE STATION IS LOCATED ABOUT 3-1/2 MILES NORTH OF THE VILLAGE OF
 JJ0840'MC CLAVE, ON THE SUMMIT OF A SMALL NARROW RIDGE THAT IS LIGHT
 JJ0840'IN COLOR ON THE SOUTH SIDE.
 JJ0840'
 JJ0840'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY BRONZE DISK,
 JJ0840'STAMPED MC CLAVE 1950 SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 JJ0840'MONUMENT PROJECTING ABOUT 2 INCHES, AND IS ABOUT 141 FEET EAST
 JJ0840'OF THE CENTERLINE OF A NORTH-SOUTH ROAD.
 JJ0840'
 JJ0840'REFERENCE MARK 1 IS A STANDARD U.S. GEOLOGICAL SURVEY BRONZE DISK,
 JJ0840'STAMPED MC CLAVE NO 1 1950 SET IN THE TOP OF AN 8-INCH SQUARE
 JJ0840'CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES, 2 FEET EAST OF A FENCE
 JJ0840'LINE AND 26 FEET EAST OF THE CENTERLINE OF THE ROAD.  IT IS ABOUT
 JJ0840'4 FEET LOWER THAN THE STATION.
 JJ0840'
 JJ0840'REFERENCE MARK 2 IS A STANDARD U.S. GEOLOGICAL SURVEY BRONZE DISK,
 JJ0840'STAMPED MC CLAVE NO 2 1950 SET IN THE TOP OF AN 8-INCH SQUARE
 JJ0840'CONCRETE MONUMENT PROJECTING ABOUT 3 INCHES, AND IS ABOUT 1 FOOT
 JJ0840'LOWER THAN THE STATION.
 JJ0840'
 JJ0840'THE AZIMUTH MARK IS A STANDARD USC AND GS BRONZE DISK, STAMPED
 JJ0840'MC CLAVE 1954 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JJ0840'PROJECTING ABOUT 4 INCHES, 1 FOOT EAST OF A FENCE LINE, 19.6 FEET
 JJ0840'WEST OF THE CENTERLINE OF THE ROAD, AND IS 1 MILE NORTH ALONG THE
 JJ0840'ROAD FROM THE GATE WHERE YOU ENTER THE PASTURE LAND ON THE WAY
 JJ0840'TO THE STATION.
 JJ0840'
 JJ0840'TO REACH THE STATION FROM THE POST OFFICE IN THE VILLAGE OF MC
 JJ0840'CLAVE GO WEST ON THE MAIN STREET FOR 0.05 MILE.  TURN RIGHT
 JJ0840'(NORTH) AND GO 3.4 MILES TO A ROAD RIGHT (EAST) AND A GATE TO A
 JJ0840'FIELD OF PASTURE LAND TO THE NORTHEAST.  (CONTINUE NORTH ON ROAD
 JJ0840'FOR 1 MILE TO AZIMUTH MARK) PASS THROUGH GATE AND FOLLOW OLD
 JJ0840'TRACK ROAD NORTHERLY FOR 0.4 MILE TO HIGHEST PART OF RIDGE AND
 JJ0840'STATION.
 JJ0840
 JJ0840                          STATION RECOVERY (1954)
 JJ0840
 JJ0840'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 JJ0840'STATION MARK--STANDARD USGS TABLET IN TOP OF 6 X 6 IN. CONCRETE POST
 JJ0840'PROJECTING 2 IN. ABOVE GROUND, STAMPED ---MC CLAVE 1950---.
 JJ0840'
 JJ0840'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4308 ***********************************************************************
 AE4308  DESIGNATION -  MCCLELLAN
 AE4308  PID         -  AE4308
 AE4308  STATE/COUNTY-  CO/EL PASO
 AE4308  USGS QUAD   -  TRUCKTON (1973)
 AE4308
 AE4308                         *CURRENT SURVEY CONTROL
 AE4308  ___________________________________________________________________
 AE4308* NAD 83(1992)-  38 43 20.36106(N)    104 13 08.50231(W)     ADJUSTED  
 AE4308* NAVD 88     -      1849.7    (meters)    6069.     (feet)  GPS OBS   
 AE4308  ___________________________________________________________________
 AE4308  X           -  -1,224,240.286 (meters)                     COMP
 AE4308  Y           -  -4,831,402.803 (meters)                     COMP
 AE4308  Z           -   3,969,458.904 (meters)                     COMP
 AE4308  LAPLACE CORR-          -4.60  (seconds)                    DEFLEC99
 AE4308  ELLIP HEIGHT-        1830.26  (meters)          (12/03/02) GPS OBS
 AE4308  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 AE4308
 AE4308  HORZ ORDER  -  FIRST
 AE4308  ELLP ORDER  -  FOURTH    CLASS II
 AE4308
 AE4308.The horizontal coordinates were established by GPS observations
 AE4308.and adjusted by the National Geodetic Survey in October 1997..
 AE4308
 AE4308.The orthometric height was determined by GPS observations and a
 AE4308.high-resolution geoid model.
 AE4308
 AE4308.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4308
 AE4308.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4308
 AE4308.The ellipsoidal height was determined by GPS observations
 AE4308.and is referenced to NAD 83.
 AE4308
 AE4308.The geoid height was determined by GEOID03.
 AE4308
 AE4308;                    North         East     Units Scale Factor Converg.
 AE4308;SPC CO C     -   404,270.052 1,025,791.792   MT  0.99995762   +0 48 28.4
 AE4308;SPC CO C     - 1,326,342.66  3,365,451.90   sFT  0.99995762   +0 48 28.4
 AE4308;UTM  13      - 4,286,252.591   567,889.685   MT  0.99965676   +0 29 18.8
 AE4308
 AE4308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4308!SPC CO C     -   0.99971291  x   0.99995762  =   0.99967054
 AE4308!UTM  13      -   0.99971291  x   0.99965676  =   0.99936977
 AE4308
 AE4308                          SUPERSEDED SURVEY CONTROL
 AE4308
 AE4308  ELLIP H (10/31/97) 1830.27   (m)                       GP(       ) 4 1
 AE4308
 AE4308.Superseded values are not recommended for survey control.
 AE4308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4308.See file dsdata.txt to determine how the superseded data were derived.
 AE4308
 AE4308_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6789086253(NAD 83)
 AE4308_MARKER: DH = HORIZONTAL CONTROL DISK
 AE4308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4308_STAMPING: MCCLELLAN 1996
 AE4308_MARK LOGO: NGS   
 AE4308_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE4308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4308+STABILITY: SURFACE MOTION
 AE4308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4308+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2003
 AE4308
 AE4308  HISTORY     - Date     Condition        Report By
 AE4308  HISTORY     - 1996     MONUMENTED       NGS
 AE4308  HISTORY     - 20031004 GOOD             INDIV
 AE4308
 AE4308                          STATION DESCRIPTION
 AE4308
 AE4308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE4308'THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) SOUTHEAST OF ELLICOTT, 9
 AE4308'MI (14.5 KM) WEST OF THE EL PASO-LINCOLN COUNTY LINE AND 8 MI (12.9
 AE4308'KM) SOUTH OF YODER, IN THE NORTHWEST 1/4 OF SECTION 27, T 15 S, R 61
 AE4308'W.  OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY  TO REACH THE STATION FROM THE
 AE4308'INTERSECTION OF STATE HIGHWAY 94 AND YODER ROAD IN YODER, GO SOUTH ON
 AE4308'YODER ROAD FOR 8.0 MI (12.9 KM) TO THE STATION ON THE LEFT, EAST SIDE
 AE4308'OF THE ROAD  THE MARK IS A STANDARD DISK SET IN THE TOP OF A 50 CM
 AE4308'ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 7.3 M (24.0 FT)
 AE4308'EAST FROM THE CENTER OF THE ROAD, 0.7 M (2.3 FT) WEST FROM THE FENCE,
 AE4308'0.6 M (2.0 FT) SOUTH-SOUTHEAST FROM A WITNESS POST AND ABOUT THE SAME
 AE4308'ELEVATION AS THE ROAD.
 AE4308
 AE4308                          STATION RECOVERY (2003)
 AE4308
 AE4308'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (MSJ)
 AE4308'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1250 ***********************************************************************
 LL1250  DESIGNATION -  MCCLOUGHAN
 LL1250  PID         -  LL1250
 LL1250  STATE/COUNTY-  CO/LARIMER
 LL1250  USGS QUAD   -  WINDSOR (1969)
 LL1250
 LL1250                         *CURRENT SURVEY CONTROL
 LL1250  ___________________________________________________________________
 LL1250* NAD 83(1992)-  40 26 35.06708(N)    104 59 24.58815(W)     ADJUSTED  
 LL1250* NAVD 88     -      1549.     (meters)    5082.     (feet)  SCALED    
 LL1250  ___________________________________________________________________
 LL1250  LAPLACE CORR-         -11.92  (seconds)                    DEFLEC99
 LL1250  GEOID HEIGHT-         -16.86  (meters)                     GEOID03
 LL1250
 LL1250  HORZ ORDER  -  THIRD
 LL1250
 LL1250.The horizontal coordinates were established by classical geodetic methods
 LL1250.and adjusted by the National Geodetic Survey in January 1993..
 LL1250
 LL1250.The orthometric height was scaled from a topographic map.
 LL1250
 LL1250.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1250
 LL1250.The geoid height was determined by GEOID03.
 LL1250
 LL1250;                    North         East     Units Scale Factor Converg.
 LL1250;SPC CO N     -   428,141.285   957,654.187   MT  0.99996247   +0 19 45.9
 LL1250;SPC CO N     - 1,404,660.20  3,141,903.78   sFT  0.99996247   +0 19 45.9
 LL1250;UTM  13      - 4,476,936.054   500,834.199   MT  0.99960001   +0 00 23.0
 LL1250
 LL1250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1250!SPC CO N     -   0.99975972  x   0.99996247  =   0.99972220
 LL1250!UTM  13      -   0.99975972  x   0.99960001  =   0.99935983
 LL1250
 LL1250:                Primary Azimuth Mark                     Grid Az
 LL1250:SPC CO N     -  SAULCY RM 1 ET                           183 42 01.0
 LL1250:UTM  13      -  SAULCY RM 1 ET                           184 01 23.9
 LL1250
 LL1250|---------------------------------------------------------------------|
 LL1250| PID    Reference Object                     Distance      Geod. Az  |
 LL1250|                                                           dddmmss.s |
 LL1250| LL1249 SAULCY RM 1 ET                      APPROX.11.2 KM 1840146.9 |
 LL1250|---------------------------------------------------------------------|
 LL1250
 LL1250                          SUPERSEDED SURVEY CONTROL
 LL1250
 LL1250  NAD 83(1986)-  40 26 35.05457(N)    104 59 24.58554(W) AD(       ) 3
 LL1250  NAD 27      -  40 26 35.11830(N)    104 59 22.67837(W) AD(       ) 3
 LL1250
 LL1250.Superseded values are not recommended for survey control.
 LL1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1250.See file dsdata.txt to determine how the superseded data were derived.
 LL1250
 LL1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE0083476936(NAD 83)
 LL1250
 LL1250  HISTORY     - Date     Condition        Report By
 LL1250  HISTORY     - 1948     MONUMENTED       USGS
 LL1250  HISTORY     - 1974     MARK NOT FOUND   NGS
 LL1250
 LL1250                          STATION DESCRIPTION
 LL1250
 LL1250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LL1250'STATION IS LOCATED 7.0 MI. (AIRLINE) NE. OF LOVELAND, COLORADO, IN
 LL1250'THE SW. 1/4 OF NW. 1/4 SEC. 35, T 6 N, R 68 W.
 LL1250'
 LL1250'TO REACH FROM FIRST NATIONAL BANK IN LOVELAND, DRIVE E. FOR 1 BLOCK
 LL1250'TO U.S. HIGHWAY 78, TURN LEFT (N.) 0.8 MI. TO JUNCTION OF U.S.
 LL1250'HIGHWAY 34, TURN RIGHT (E.) 4.3 MI. TO TRAFFIC CIRCLE, TURN LEFT
 LL1250'(N.) ON COLORADO 185 FOR 2.6 MI., TURN RIGHT (E.) THROUGH GATE FOR
 LL1250'0.1 MI. TO STATION.
 LL1250'
 LL1250'STATION MARK WAS NOT FOUND, BUT SMALL PIECES OF CONCRETE WERE FOUND
 LL1250'IN THE AREA.  BOTH REFERENCE MARKS WERE FOUND IN GOOD CONDITION.
 LL1250'
 LL1250'REPORTED NOT FOUND.
 LL1250'
 LL1250'STATION MARK--STANDARD TABLET, STAMPED ---MCCLOUGHAN 1948---, SET
 LL1250'IN CONCRETE POST.  STATION MARK WAS BURIED ABOUT 2 FT. BELOW THE
 LL1250'SURFACE OF THE GROUND.
 LL1250'
 LL1250'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED
 LL1250'---MCCLOUGHAN NO. 1---, 621.5 FT. FROM STATION MARK,
 LL1250'N 46 DEG 19 MIN E.
 LL1250'
 LL1250'REFERENCE MARK NO. 2--A COLORADO HIGHWAY RIGHT-OF-WAY MARK, STAMPED
 LL1250'---STA. ELEV. 4979.3---.  STANDARD REFERENCE MARK TABLET, STAMPED
 LL1250'---MCCLOUGHAN NO. 2---, 441.2 FT. FROM STATION MARK,
 LL1250'S 84 DEG 33 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0627 ***********************************************************************
 LK0627  DESIGNATION -  MCCREA
 LK0627  PID         -  LK0627
 LK0627  STATE/COUNTY-  CO/LOGAN
 LK0627  USGS QUAD   -  PADRONI NW (1951)
 LK0627
 LK0627                         *CURRENT SURVEY CONTROL
 LK0627  ___________________________________________________________________
 LK0627* NAD 83(1992)-  40 58 49.72067(N)    103 11 27.60311(W)     ADJUSTED  
 LK0627* NAVD 88     -      1385.8    (meters)    4547.     (feet)  GPS OBS   
 LK0627  ___________________________________________________________________
 LK0627  X           -  -1,100,608.900 (meters)                     COMP
 LK0627  Y           -  -4,695,787.382 (meters)                     COMP
 LK0627  Z           -   4,161,682.820 (meters)                     COMP
 LK0627  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 LK0627  ELLIP HEIGHT-        1366.37  (meters)          (12/03/02) GPS OBS
 LK0627  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 LK0627
 LK0627  HORZ ORDER  -  FIRST
 LK0627  ELLP ORDER  -  FOURTH    CLASS II
 LK0627
 LK0627.The horizontal coordinates were established by GPS observations
 LK0627.and adjusted by the National Geodetic Survey in July 1996..
 LK0627
 LK0627.The orthometric height was determined by GPS observations and a
 LK0627.high-resolution geoid model.
 LK0627
 LK0627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0627
 LK0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0627
 LK0627.The ellipsoidal height was determined by GPS observations
 LK0627.and is referenced to NAD 83.
 LK0627
 LK0627.The geoid height was determined by GEOID03.
 LK0627
 LK0627;                    North         East     Units Scale Factor Converg.
 LK0627;SPC CO N     -   490,224.283 1,108,712.620   MT  1.00003794   +1 29 30.9
 LK0627;SPC CO N     - 1,608,344.17  3,637,501.32   sFT  1.00003794   +1 29 30.9
 LK0627;SPC NE       -   132,317.419   231,586.772   MT  0.99970035   -2 06 52.8
 LK0627;UTM  13      - 4,538,165.791   652,188.066   MT  0.99988507   +1 11 11.7
 LK0627
 LK0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0627!SPC CO N     -   0.99978572  x   1.00003794  =   0.99982365
 LK0627!SPC NE       -   0.99978572  x   0.99970035  =   0.99948613
 LK0627!UTM  13      -   0.99978572  x   0.99988507  =   0.99967081
 LK0627
 LK0627:                Primary Azimuth Mark                     Grid Az
 LK0627:SPC CO N     -  PEETZ MUNICIPAL TANK                     103 42 35.4
 LK0627:SPC NE       -  PEETZ MUNICIPAL TANK                     107 18 59.1
 LK0627:UTM  13      -  PEETZ MUNICIPAL TANK                     104 00 54.6
 LK0627
 LK0627|---------------------------------------------------------------------|
 LK0627| PID    Reference Object                     Distance      Geod. Az  |
 LK0627|                                                           dddmmss.s |
 LK0627| LK0616 PEETZ MUNICIPAL TANK                APPROX. 7.0 KM 1051206.3 |
 LK0627| CP7720 MCCREA RM 1                          17.302 METERS 17821     |
 LK0627| LK0625 BUCHANAN WESTERN UNION MAST         APPROX.10.1 KM 1975038.8 |
 LK0627| CP7721 MCCREA RM 2                          21.537 METERS 30346     |
 LK0627| LK0628 MCCREA VABM 4544                     11.776 METERS 35643     |
 LK0627| LK0790 MCCREA AZ MK                                       3591134.5 |
 LK0627|---------------------------------------------------------------------|
 LK0627
 LK0627                          SUPERSEDED SURVEY CONTROL
 LK0627
 LK0627  ELLIP H (10/08/96) 1366.40   (m)                       GP(       ) 1 1
 LK0627  ELLIP H (07/08/96) 1366.66   (m)                       GP(       ) 1 1
 LK0627  NAD 83(1992)-  40 58 49.71543(N)    103 11 27.60425(W) AD(       ) 2
 LK0627  NAD 83(1986)-  40 58 49.71197(N)    103 11 27.60390(W) AD(       ) 2
 LK0627  NAD 27      -  40 58 49.76490(N)    103 11 25.87160(W) AD(       ) 2
 LK0627
 LK0627.Superseded values are not recommended for survey control.
 LK0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0627.See file dsdata.txt to determine how the superseded data were derived.
 LK0627
 LK0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF5218838166(NAD 83)
 LK0627_MARKER: DS = TRIANGULATION STATION DISK
 LK0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0627_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LK0627_STAMPING: MCCREA 1963
 LK0627_MARK LOGO: CGS   
 LK0627_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LK0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0627+STABILITY: SURFACE MOTION
 LK0627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0627+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1995
 LK0627
 LK0627  HISTORY     - Date     Condition        Report By
 LK0627  HISTORY     - 1963     MONUMENTED       CGS
 LK0627  HISTORY     - 19950628 GOOD             MSAM
 LK0627
 LK0627                          STATION DESCRIPTION
 LK0627
 LK0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (RLS)
 LK0627'THE STATION IS ON THE HIGHEST PART OF A LOW HILL, 4 MILES
 LK0627'WEST AND 1-1/4 MILE NORTH OF PEETZ, 1-3/4 MILES SOUTH OF THE
 LK0627'COLORADO-NEBRASKA STATE LINE, AND ON THE EAST RIGHT-OF-WAY
 LK0627'OF A DIM SECTION LINE ROAD.
 LK0627'
 LK0627'TO REACH THE STATION FROM THE POST OFFICE IN PEETZ, GO NORTH
 LK0627'ON A GRAVEL STREET FOR 0.15 MILE TO A CROSSROAD.  TURN LEFT
 LK0627'AND GO WEST ON A BLACKTOP ROAD FOR 4.0 MILES TO A DIM CROSSROAD
 LK0627'AND A FARM HOUSE IN THE NORTHWEST ANGLE OF THE INTERSECTION.
 LK0627'TURN RIGHT AND GO NORTH ON A DIM SECTION LINE ROAD FOR 1.0
 LK0627'MILE TO A DIM CROSS-ROAD AND A FENCE CORNER ON THE LEFT.
 LK0627'CONTINUE STRAIGHT AHEAD, NORTH, ON THE SECTION LINE ROAD FOR
 LK0627'0.15 MILE TO THE TOP OF A RISE AND THE STATION ON THE RIGHT.
 LK0627'
 LK0627'STATION MARKS ARE STANDARD DISKS STAMPED MC CREA 1963.  THE
 LK0627'SURFACE DISK IS SET IN A ROUND CONCRETE POST WHICH PROJECTS
 LK0627'3 INCHES.  IT IS 40 FEET EAST OF THE CENTER OF THE DIM SECTION
 LK0627'LINE ROAD, AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.
 LK0627'THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE
 LK0627'48 INCHES BELOW THE SURFACE OF THE GROUND.
 LK0627'
 LK0627'REFERENCE MARK NO. 1, A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 LK0627'DISK STAMPED NO 1, IS SET IN A 6 INCH SQUARE CONCRETE POST
 LK0627'WHICH PROJECTS 4 INCHES.  IT IS 42 FEET EAST OF THE CENTER OF
 LK0627'THE DIM SECTION LINE ROAD, AND 1.5 FEET NORTH OF A METAL WITNESS
 LK0627'POST.
 LK0627'
 LK0627'REFERENCE MARK NO. 2, A U.S. GEOLOGICAL SURVEY REFERENCE MARK
 LK0627'DISK STAMPED NO 2, IS SET IN A 6 INCH SQUARE CONCRETE POST
 LK0627'FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 19 FEET WEST OF
 LK0627'THE CENTER OF THE DIM SECTION LINE ROAD, AND 1 FOOT SOUTH OF
 LK0627'A METAL WITNESS POST.
 LK0627'
 LK0627'AZIMUTH MARK, A STANDARD DISK STAMPED MC CREA 1963, IS SET
 LK0627'IN A ROUND CONCRETE POST WHICH PROJECTS 4 INCHES.  IT IS 31
 LK0627'FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 30 FEET WEST OF THE
 LK0627'CENTER OF A TRACK ROAD, 3 FEET NORTH OF A FENCE CORNER, AND
 LK0627'1.5 FEET SOUTH OF A METAL WITNESS POST.
 LK0627'
 LK0627'MCREA (USGS) IS A U.S. GEOLOGICAL SURVEY BENCH MARK DISK
 LK0627'STAMPED VABM 4544 MCCREA 1948 AND IS SET IN A 6 INCH SQUARE
 LK0627'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 38 FEET EAST OF
 LK0627'THE CENTER OF THE SECTION LINE ROAD, AND 1 FOOT SOUTH OF A
 LK0627'METAL WITNESS POST.
 LK0627'
 LK0627'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON THE
 LK0627'SECTION LINE ROAD FOR 0.8 MILE TO A CROSSROAD AND THE AZIMUTH
 LK0627'MARK IN THE NORTHWEST ANGLE OF THE INTERSECTION.
 LK0627'
 LK0627'NOTE--THE REFERENCE MAKS AND MCREA (USGS) WERE MEASURED WITH
 LK0627'5 KG. TAPE TENSION.
 LK0627'
 LK0627'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 LK0627
 LK0627                          STATION RECOVERY (1995)
 LK0627
 LK0627'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 LK0627'OWNERSHIP--MR. AND MRS.  LEE WALZ, LOCAL CONTACT MR.  SEGEIKE (970)
 LK0627'334-2385.  ADDED A FIBERGLASS WITNESS POST 4 FT (1.2 M) EAST OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0628 ***********************************************************************
 LK0628  DESIGNATION -  MCCREA VABM 4544
 LK0628  PID         -  LK0628
 LK0628  STATE/COUNTY-  CO/LOGAN
 LK0628  USGS QUAD   -  PADRONI NW (1951)
 LK0628
 LK0628                         *CURRENT SURVEY CONTROL
 LK0628  ___________________________________________________________________
 LK0628* NAD 83(1992)-  40 58 50.10179(N)    103 11 27.63191(W)     ADJUSTED  
 LK0628* NAVD 88     -      1386.     (meters)    4547.     (feet)  SCALED    
 LK0628  ___________________________________________________________________
 LK0628  LAPLACE CORR-          -3.39  (seconds)                    DEFLEC99
 LK0628  GEOID HEIGHT-         -19.44  (meters)                     GEOID03
 LK0628
 LK0628  HORZ ORDER  -  SECOND
 LK0628
 LK0628.The horizontal coordinates were established by classical geodetic methods
 LK0628.and adjusted by the National Geodetic Survey in August 1997..
 LK0628
 LK0628.The orthometric height was scaled from a topographic map.
 LK0628
 LK0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0628
 LK0628.The geoid height was determined by GEOID03.
 LK0628
 LK0628;                    North         East     Units Scale Factor Converg.
 LK0628;SPC CO N     -   490,236.019 1,108,711.641   MT  1.00003797   +1 29 30.9
 LK0628;SPC CO N     - 1,608,382.67  3,637,498.11   sFT  1.00003797   +1 29 30.9
 LK0628;SPC NE       -   132,329.190   231,586.533   MT  0.99970034   -2 06 52.8
 LK0628;UTM  13      - 4,538,177.530   652,187.149   MT  0.99988507   +1 11 11.7
 LK0628
 LK0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0628!SPC CO N     -   0.99978574  x   1.00003797  =   0.99982370
 LK0628!SPC NE       -   0.99978574  x   0.99970034  =   0.99948615
 LK0628!UTM  13      -   0.99978574  x   0.99988507  =   0.99967084
 LK0628
 LK0628:                Primary Azimuth Mark                     Grid Az
 LK0628:SPC CO N     -  PEETZ MUNICIPAL TANK                     103 48 03.6
 LK0628:SPC NE       -  PEETZ MUNICIPAL TANK                     107 24 27.3
 LK0628:UTM  13      -  PEETZ MUNICIPAL TANK                     104 06 22.8
 LK0628
 LK0628|---------------------------------------------------------------------|
 LK0628| PID    Reference Object                     Distance      Geod. Az  |
 LK0628|                                                           dddmmss.s |
 LK0628| LK0616 PEETZ MUNICIPAL TANK                APPROX. 7.0 KM 1051734.5 |
 LK0628| MN0564 CRPM 1                              APPROX. 6.1 KM 3032552.8 |
 LK0628|---------------------------------------------------------------------|
 LK0628
 LK0628                          SUPERSEDED SURVEY CONTROL
 LK0628
 LK0628  NAD 83(1992)-  40 58 50.09655(N)    103 11 27.63305(W) AD(       ) 2
 LK0628  NAD 83(1986)-  40 58 50.09294(N)    103 11 27.63269(W) AD(       ) 2
 LK0628  NAD 27      -  40 58 50.14600(N)    103 11 25.90030(W) AD(       ) 2
 LK0628
 LK0628.Superseded values are not recommended for survey control.
 LK0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0628.See file dsdata.txt to determine how the superseded data were derived.
 LK0628
 LK0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF5218738178(NAD 83)
 LK0628_MARKER: DB = BENCH MARK DISK
 LK0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0628_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LK0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0628+STABILITY: SURFACE MOTION
 LK0628
 LK0628  HISTORY     - Date     Condition        Report By
 LK0628  HISTORY     - 1948     MONUMENTED       USGS
 LK0628  HISTORY     - 1963     GOOD             USGS
 LK0628  HISTORY     - 1963     GOOD             NGS
 LK0628
 LK0628                          STATION DESCRIPTION
 LK0628
 LK0628'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (RLS)
 LK0628'THE STATION IS ON THE HIGHEST PART OF A LOW HILL, 4 MILES
 LK0628'WEST AND 1-1/4 MILES NORTH OF PEETZ, 1-3/4 MILES SOUTH OF THE
 LK0628'COLORADO-NEBRASKA STATE LINE, AND ON THE EAST RIGHT-OF-WAY
 LK0628'OF A DIM SECTION LINE ROAD.
 LK0628'
 LK0628'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION MC CREA,
 LK0628'DISTANCE BEING 38.63 FEET 11.776 METERS NORTH OF STATION
 LK0628'MC CREA.  THE MARK IS A U.S. GEOLOGICAL SURVEY BENCH MARK
 LK0628'DISK, STAMPED VABM 4544 MCREA 1948, SET IN A 6 INCH SQUARE
 LK0628'CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS 38 FEET EAST OF
 LK0628'THE CENTER OF THE SECTION LINE ROAD, AND 1 FOOT SOUTH OF
 LK0628'A METAL WITNESS POST.
 LK0628
 LK0628                          STATION RECOVERY (1963)
 LK0628
 LK0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 LK0628'ESTABLISHED BY THE USGS IN 1948 AND NAMED ---MCREA---.
 LK0628'
 LK0628'STATION MARK--STANDARD USGS TABLET, STAMPED ---MCREA 1948 VABM
 LK0628'4544---, SET IN TOP OF CONCRETE POST.
 LK0628'
 LK0628'REFERENCE MARK NO. 1--STANDARD USGS REFERENCE TABLET, STAMPED
 LK0628'---MCREA NO. 1 1948---, SET IN TOP OF CONCRETE POST, 95.4 FT.
 LK0628'FROM STATION, N 02 DEG 18 MIN W.
 LK0628'
 LK0628'REFERENCE MARK NO. 2--STANDARD USGS REFERENCE TABLET, STAMPED
 LK0628'---MCREA NO. 2 1948---, SET IN TOP OF CONCRETE POST, 56.7 FT.
 LK0628'FROM STATION, S 89 DEG 48 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0979 ***********************************************************************
 JJ0979  SACS        -  This is a Secondary Airport Control Station.
 JJ0979  DESIGNATION -  MCCUNE
 JJ0979  PID         -  JJ0979
 JJ0979  STATE/COUNTY-  CO/OTERO
 JJ0979  USGS QUAD   -  CHERAW (1979)
 JJ0979
 JJ0979                         *CURRENT SURVEY CONTROL
 JJ0979  ___________________________________________________________________
 JJ0979* NAD 83(1992)-  38 02 55.31756(N)    103 31 14.81928(W)     ADJUSTED  
 JJ0979* NAVD 88     -      1285.73   (meters)    4218.3    (feet)  GPS OBS   
 JJ0979  ___________________________________________________________________
 JJ0979  X           -  -1,176,026.378 (meters)                     COMP
 JJ0979  Y           -  -4,890,686.497 (meters)                     COMP
 JJ0979  Z           -   3,910,480.953 (meters)                     COMP
 JJ0979  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 JJ0979  ELLIP HEIGHT-        1263.65  (meters)          (10/21/02) GPS OBS
 JJ0979  GEOID HEIGHT-         -22.10  (meters)                     GEOID03
 JJ0979
 JJ0979  HORZ ORDER  -  FIRST
 JJ0979  ELLP ORDER  -  FIFTH     CLASS I
 JJ0979
 JJ0979.This mark is at La Junta Municipal Airport (LHX)
 JJ0979
 JJ0979.The horizontal coordinates were established by GPS observations
 JJ0979.and adjusted by the National Geodetic Survey in June 2000..
 JJ0979
 JJ0979.The orthometric height was determined by GPS observations and a
 JJ0979.high-resolution geoid model.
 JJ0979
 JJ0979.GPS derived orthometric heights for airport stations designated as
 JJ0979.PACS or SACS are published to 2 decimal places.  This maintains
 JJ0979.centimeter relative accuracy between the PACS and SACS.  It does
 JJ0979.not indicate centimeter accuracy relative to other marks which are
 JJ0979.part of the NAVD 88 network.
 JJ0979
 JJ0979.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JJ0979
 JJ0979.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0979
 JJ0979.The ellipsoidal height was determined by GPS observations
 JJ0979.and is referenced to NAD 83.
 JJ0979
 JJ0979.The geoid height was determined by GEOID03.
 JJ0979
 JJ0979;                    North         East     Units Scale Factor Converg.
 JJ0979;SPC CO S     -   460,025.529 1,088,105.025   MT  0.99995239   +1 12 50.4
 JJ0979;SPC CO S     - 1,509,267.09  3,569,891.24   sFT  0.99995239   +1 12 50.4
 JJ0979;UTM  13      - 4,212,251.059   629,788.858   MT  0.99980747   +0 54 42.5
 JJ0979
 JJ0979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0979!SPC CO S     -   0.99980176  x   0.99995239  =   0.99975416
 JJ0979!UTM  13      -   0.99980176  x   0.99980747  =   0.99960926
 JJ0979
 JJ0979:                Primary Azimuth Mark                     Grid Az
 JJ0979:SPC CO S     -  MCCUNE AZ MK                             081 36 04.5
 JJ0979:UTM  13      -  MCCUNE AZ MK                             081 54 12.4
 JJ0979
 JJ0979|---------------------------------------------------------------------|
 JJ0979| PID    Reference Object                     Distance      Geod. Az  |
 JJ0979|                                                           dddmmss.s |
 JJ0979| JJ0980 MCCUNE AZ MK                        APPROX. 0.7 KM 0824854.9 |
 JJ0979|---------------------------------------------------------------------|
 JJ0979
 JJ0979                          SUPERSEDED SURVEY CONTROL
 JJ0979
 JJ0979  ELLIP H (06/30/00) 1263.65   (m)                       GP(       ) 1 1
 JJ0979  NAD 83(1992)-  38 02 55.32552(N)    103 31 14.83330(W) AD(       ) 1
 JJ0979  ELLIP H (01/07/93) 1263.74   (m)                       GP(       ) 4 2
 JJ0979  NAD 83(1986)-  38 02 55.30513(N)    103 31 14.82469(W) AD(       ) 1
 JJ0979  NAD 27      -  38 02 55.27053(N)    103 31 13.02898(W) AD(       ) 1
 JJ0979  NGVD 29 (11/20/87) 1285.0    (m)         4216.     (f) GPS OBS        
 JJ0979
 JJ0979.Superseded values are not recommended for survey control.
 JJ0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0979.See file dsdata.txt to determine how the superseded data were derived.
 JJ0979
 JJ0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC2978912251(NAD 83)
 JJ0979_MARKER: DH = HORIZONTAL CONTROL DISK
 JJ0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0979_STAMPING: MCCUNE 1986
 JJ0979_MARK LOGO: NGS   
 JJ0979_PROJECTION: FLUSH
 JJ0979_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JJ0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0979+STABILITY: SURFACE MOTION
 JJ0979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0979+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2000
 JJ0979
 JJ0979  HISTORY     - Date     Condition        Report By
 JJ0979  HISTORY     - 1986     MONUMENTED       NGS
 JJ0979  HISTORY     - UNK      SEE DESCRIPTION
 JJ0979  HISTORY     - 19860602 GOOD
 JJ0979  HISTORY     - 20000504 GOOD             NGS
 JJ0979
 JJ0979                          STATION DESCRIPTION
 JJ0979
 JJ0979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (ERP)
 JJ0979'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) SOUTH OF CHERAW, 7.2 KM
 JJ0979'(4.5 MI) NORTH-NORTHEAST OF LA JUNTA AND 11.3 KM (7.0 MI)
 JJ0979'EAST-NORTHEAST OF SWINK. OWNERSHIP--CITV OF LA JUNTA, MR. HARRISON R.
 JJ0979'MCCUNE, CITY ENGINEER, LA JUNTA, CO. 81050. TELEPHONE 303-384-5991.
 JJ0979'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 50 AND
 JJ0979'STATE HIGHWAY 109 GOING NORTH TO THE TOWN OF CHERAW, GO NORTH FOR 4.9
 JJ0979'KM (3.05 MI) ON STATE HIGHWAY 109 TO A SIDE ROAD RIGHT, THE ENTRANCE
 JJ0979'TO THE AIRPORT. TURN RIGHT AND GO EAST FOR 2.7 KM (1.7 MI) ON THE
 JJ0979'AIRPORT ROAD TO THE FAA OFFICE. TURN LEFT AND GO WEST FOR 0. 1 KM
 JJ0979'(0.05 MI) PASSING THROUGH THE GATE AT THE SOUTHWEST CORNER OF THE
 JJ0979'BUILDING ONTO THE RAMP AREA. TURN RIGHT AND GO NORTH FOR 0.2 KM (0.15
 JJ0979'MI) TO THE TAXIWAY FOR RUNWAY 8-26. TURN LEFT AND GO WEST FOR 0.7 KM
 JJ0979'(0.45 MI) TO THE TAXIWAY FOR THE ABANDONED RUNWAY 1-19. TURN RIGHT AND
 JJ0979'GO NORTH-NORTHEAST FOR 0.2 KM (0. 1 MI) ON THE TAXIWAY CROSSING RUNWAY
 JJ0979'8-26 TO THE STATION ON THE LEFT AT A FENCE CORNER.
 JJ0979'THE STATION IS A STANDARD NGS DISK STAMPED---MCCUNE 1986---, SET INTO
 JJ0979'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH
 JJ0979'GROUND. LOCATED 61.2 METERS (200.8 FT) NORTH FROM THE CENTERLINE OF
 JJ0979'THE RUNWAY, 41.0 METERS (134.5 FT) NORTHEAST FROM THE CENTER OF A
 JJ0979'MANHOLE COVER FOR THE WESTERNMOST VASI LIGHT FOR RUNWAY 8-26 AND 1.2
 JJ0979'METERS (4.0 FT) SOUTH FROM A FENCE CORNER AND WITNESS POST. THE
 JJ0979'UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED---MCCUNE 1986---, SET
 JJ0979'INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE SURFACE.
 JJ0979'DESCRIBED BY R.S. COHEN.
 JJ0979
 JJ0979                          STATION RECOVERY (UNK )
 JJ0979
 JJ0979'RECOVERED UNK
 JJ0979'RECOVERED AS DESCRIBED.
 JJ0979
 JJ0979                          STATION RECOVERY (1986)
 JJ0979
 JJ0979'RECOVERED 1986
 JJ0979'RECOVERED IN GOOD CONDITION.
 JJ0979
 JJ0979                          STATION RECOVERY (2000)
 JJ0979
 JJ0979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000
 JJ0979'THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) EAST-NORTHEAST OF SWINK,
 JJ0979'4.5 MI (7.2 KM) NORTH-NORTHEAST OF LA JUNTA AND 4 MI (6.4 KM) SOUTH OF
 JJ0979'CHERAW, IN THE WEST CENTER OF SECTION 13, T 23 S, R 55 W.  ACCESS TO
 JJ0979'THE AIRPORT IS NOT CONTROLLED.  PERMISSION TO USE THIS STATION MUST BE
 JJ0979'OBTAINED FROM THE AIRPORT MANAGER.  OWNERSHIP--LA JUNTA MUNICIPAL
 JJ0979'AIRPORT, 30267 FIRST AVENUE, LA JUNTA, CO.  MR.  JAKE FRIEDENBERGER,
 JJ0979'TELEPHONE--719-384-8407
 JJ0979'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 50 AND
 JJ0979'STATE HIGHWAY 109 IN LA JUNTA, GO NORTH ON STATE HIGHWAY 109 FOR 3.05
 JJ0979'MI (4.91 KM) TO A SIDE ROAD RIGHT, THE ENTRANCE TO THE AIRPORT.  TURN
 JJ0979'RIGHT, EAST, ON THE AIRPORT ROAD FOR 1.7 MI (2.7 KM) TO THE TERMINAL
 JJ0979'BUILDING.  CONTACT THE AIRPORT MANAGER BEFORE ENTERING THE FLIGHT
 JJ0979'OPERATIONS AREA.  TURN LEFT, WEST, PASSING THROUGH THE GATE AT THE
 JJ0979'SOUTHWEST CORNER OF THE TERMINAL BUILDING, ON TO THE TERMINAL RAMP FOR
 JJ0979'0.05 MI (0.08 KM) .  TURN RIGHT, NORTH, FOR 0.15 MI (0.24 KM) TO
 JJ0979'TAXIWAY A AND RAMP A3.  TURN LEFT, WEST, ON TAXIWAY A FOR 0.5 MI (0.8
 JJ0979'KM) TO THE RAMP A2.  TURN RIGHT, NORTH, ON RAMP A2 FOR 0.1 MI (0.2 KM)
 JJ0979'TO RUNWAY 8/26.  TURN LEFT, WEST, 0.1 MI (0.2 KM) ON RUNWAY 8/26 TO
 JJ0979'THE STATION ON THE RIGHT, JUST PAST ON OLD ABANDONED RUNWAY
 JJ0979'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 40 CM CONCRETE
 JJ0979'POST PROJECTING 5 CM ABOVE THE GROUND.  IT IS 81.6 M (267.7 FT) WEST
 JJ0979'FROM A WINDSOCK, 61.2 M (200.8 FT) NORTH FROM THE CENTER LINE OF
 JJ0979'RUNWAY 8/26, 49.4 M (162.1 FT) NORTH FROM THE NORTH EDGE OF RUNWAY 8,
 JJ0979'41.0 M (134.5 FT) NORTHEAST FROM THE CENTER OF A UTILITY MANHOLE COVER
 JJ0979'FOR THE ORANGE VASI LIGHTS, 16.5 M (54.1 FT) SOUTH-SOUTHWEST FROM A
 JJ0979'FENCE CORNER, 1.25 M (4.10 FT) SOUTH FROM A WITNESS POST, 1.2 M (3.9
 JJ0979'FT) NORTH FROM A WITNESS POST AND AN UNDERGROUND MARK IS SET 0.9 M
 JJ0979'(3.0 FT) BELOW THE STATION MARK IN AN IRREGULAR MASS OF CONCRETE.
 JJ0979'THIS STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL STATION FOR THE
 JJ0979'ANA PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0980 ***********************************************************************
 JJ0980  SACS        -  This is a Secondary Airport Control Station.
 JJ0980  DESIGNATION -  MCCUNE AZ MK
 JJ0980  PID         -  JJ0980
 JJ0980  STATE/COUNTY-  CO/OTERO
 JJ0980  USGS QUAD   -  CHERAW (1979)
 JJ0980
 JJ0980                         *CURRENT SURVEY CONTROL
 JJ0980  ___________________________________________________________________
 JJ0980* NAD 83(1992)-  38 02 58.11310(N)    103 30 46.76584(W)     ADJUSTED  
 JJ0980* NAVD 88     -      1279.33   (meters)    4197.3    (feet)  GPS OBS   
 JJ0980  ___________________________________________________________________
 JJ0980  X           -  -1,175,347.603 (meters)                     COMP
 JJ0980  Y           -  -4,890,789.820 (meters)                     COMP
 JJ0980  Z           -   3,910,544.886 (meters)                     COMP
 JJ0980  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 JJ0980  ELLIP HEIGHT-        1257.23  (meters)          (10/21/02) GPS OBS
 JJ0980  GEOID HEIGHT-         -22.11  (meters)                     GEOID03
 JJ0980
 JJ0980  HORZ ORDER  -  FIRST
 JJ0980  ELLP ORDER  -  FIFTH     CLASS I
 JJ0980
 JJ0980.This mark is at La Junta Municipal Airport (LHX)
 JJ0980
 JJ0980.The horizontal coordinates were established by GPS observations
 JJ0980.and adjusted by the National Geodetic Survey in June 2000..
 JJ0980
 JJ0980.The orthometric height was determined by GPS observations and a
 JJ0980.high-resolution geoid model.
 JJ0980
 JJ0980.GPS derived orthometric heights for airport stations designated as
 JJ0980.PACS or SACS are published to 2 decimal places.  This maintains
 JJ0980.centimeter relative accuracy between the PACS and SACS.  It does
 JJ0980.not indicate centimeter accuracy relative to other marks which are
 JJ0980.part of the NAVD 88 network.
 JJ0980
 JJ0980.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JJ0980
 JJ0980.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0980
 JJ0980.The ellipsoidal height was determined by GPS observations
 JJ0980.and is referenced to NAD 83.
 JJ0980
 JJ0980.The geoid height was determined by GEOID03.
 JJ0980
 JJ0980;                    North         East     Units Scale Factor Converg.
 JJ0980;SPC CO S     -   460,126.219 1,088,786.997   MT  0.99995244   +1 13 07.6
 JJ0980;SPC CO S     - 1,509,597.44  3,572,128.67   sFT  0.99995244   +1 13 07.6
 JJ0980;UTM  13      - 4,212,348.137   630,471.254   MT  0.99980966   +0 54 59.9
 JJ0980
 JJ0980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0980!SPC CO S     -   0.99980276  x   0.99995244  =   0.99975521
 JJ0980!UTM  13      -   0.99980276  x   0.99980966  =   0.99961246
 JJ0980
 JJ0980:                Primary Azimuth Mark                     Grid Az
 JJ0980:SPC CO S     -  MCCUNE                                   261 36 04.6
 JJ0980:UTM  13      -  MCCUNE                                   261 54 12.3
 JJ0980
 JJ0980|---------------------------------------------------------------------|
 JJ0980| PID    Reference Object                     Distance      Geod. Az  |
 JJ0980|                                                           dddmmss.s |
 JJ0980| JJ0979 MCCUNE                              APPROX. 0.7 KM 2624912.2 |
 JJ0980|---------------------------------------------------------------------|
 JJ0980
 JJ0980                          SUPERSEDED SURVEY CONTROL
 JJ0980
 JJ0980  ELLIP H (06/30/00) 1257.23   (m)                       GP(       ) 1 1
 JJ0980  NAD 83(1992)-  38 02 58.12099(N)    103 30 46.77942(W) AD(       ) 1
 JJ0980  ELLIP H (01/07/93) 1257.30   (m)                       GP(       ) 4 2
 JJ0980  NAD 83(1986)-  38 02 58.10060(N)    103 30 46.77082(W) AD(       ) 1
 JJ0980  NAD 27      -  38 02 58.06587(N)    103 30 44.97621(W) AD(       ) 1
 JJ0980  NGVD 29 (11/20/87) 1278.7    (m)         4195.     (f) GPS OBS        
 JJ0980
 JJ0980.Superseded values are not recommended for survey control.
 JJ0980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0980.See file dsdata.txt to determine how the superseded data were derived.
 JJ0980
 JJ0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC3047112348(NAD 83)
 JJ0980_MARKER: DZ = AZIMUTH MARK DISK
 JJ0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0980_STAMPING: MCCUNE 1986
 JJ0980_MARK LOGO: NGS   
 JJ0980_PROJECTION: FLUSH
 JJ0980_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JJ0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0980+STABILITY: SURFACE MOTION
 JJ0980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0980+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2000
 JJ0980
 JJ0980  HISTORY     - Date     Condition        Report By
 JJ0980  HISTORY     - 1986     MONUMENTED       NGS
 JJ0980  HISTORY     - UNK      SEE DESCRIPTION
 JJ0980  HISTORY     - 19860602 GOOD
 JJ0980  HISTORY     - 20000504 GOOD             NGS
 JJ0980
 JJ0980                          STATION DESCRIPTION
 JJ0980
 JJ0980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 (ERP)
 JJ0980'THE STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) EAST-NORTHEAST OF SWINK,
 JJ0980'7.2 KM (4.5 MI) NORTH-NORTHEAST OF LA JUNTA AND 6.4 KM (4.0 MI) SOUTH
 JJ0980'OF CHERAW. OWNERSHIP--CITY OF LA JUNTA, MR. HARRISON R. MCCUNE, CITY
 JJ0980'ENGINEER, LA JUNTA, CO. 81050. TELEPHONE 303-384-5991.
 JJ0980'TO REACH THE STATION FROM THE INTERSECTION OF U. S. HIGHWAY 50 AND
 JJ0980'STATE HIGHWAY 109 GOING NORTH TO THE TOWN OF CHERAW, GO NORTH FOR 4.9
 JJ0980'KM (3.05 M) ON STATE HIGHWAY 109 TO A SIDE ROAD RIGHT AND THE ENTRANCE
 JJ0980'TO THE AIRPORT. TURN RIGHT AND GO EAST FOR 2.7 KM (1.7 MI) ON THE
 JJ0980'AIRPORT ROAD TO THE FAA OFFICE. TURN LEFT AND GO WEST FOR 0.1 KM (0.05
 JJ0980'MI) PASSING THROUGH THE GATE AT THE SOUTHWEST CORNER OF THE BUILDING
 JJ0980'ON TO THE RAMP AREA. TURN RIGHT AND GO NORTH FOR 0.2 KM (0. 15 MI) TO
 JJ0980'THE TAXIWAY FOR RUNWAY 8-26. CONTINUE STRAIGHT AHEAD AND GO NORTH FOR
 JJ0980'0.2 KM (0.1 MI) ON A RAMP BETWEEN THE TAXIWAY AND THE RUNWAY TO THE
 JJ0980'NORTHSIDE OF THE RUNWAY. TURN LEFT AND GO WEST FOR 0.2 KM (0. 1 MI) TO
 JJ0980'THE TRACK ROAD RIGHT GOING TO THE WINDSOCK. TURN RIGHT AND GO NORTH,
 JJ0980'ON TRACK ROAD TO THE NORTH SIDE OF THE RING OF BARRELS AROUND THE NEW
 JJ0980'WINDSOCK AND THE AZIMUTH MARK IN THE RING OF BARRELS.
 JJ0980'THE STATION IS A STANDARD NGS DISK STAMPED---MCCUNE 1986---, SET INTO
 JJ0980'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER FLUSH WITH
 JJ0980'GROUND. LOCATED 145.5 METERS (477 FT) NORTH FROM RUNWAY 8-26, 15.7
 JJ0980'METERS (51.5 FT) NORTH-NORTHEAST FROM THE NEW WINDSOCK, 1.2 METERS
 JJ0980'(4.0 FT) WEST-NORTHWEST FROM A WITNESS POST AND BETWEEN THE BARRELS OF
 JJ0980'THE RING. THE UNDERGROUND MARK IS A STANDARD N6S DISK STAMPED---MCCUNE
 JJ0980'1986---, SET INTO AN IRREGULAR MASS OF CONCRETE 0.9 METERS BELOW THE
 JJ0980'SURFACE.
 JJ0980'DESCRIBED BY R.S. COHEN.
 JJ0980'
 JJ0980
 JJ0980                          STATION RECOVERY (UNK )
 JJ0980
 JJ0980'RECOVERED UNK
 JJ0980'RECOVERED AS DESCRIBED.
 JJ0980
 JJ0980                          STATION RECOVERY (1986)
 JJ0980
 JJ0980'RECOVERED 1986
 JJ0980'RECOVERED IN GOOD CONDITION.
 JJ0980
 JJ0980                          STATION RECOVERY (2000)
 JJ0980
 JJ0980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 JJ0980'THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) EAST-NORTHEAST OF SWINK,
 JJ0980'4.5 MI (7.2 KM) NORTH-NORTHEAST OF LA JUNTA AND 4 MI (6.4 KM) SOUTH OF
 JJ0980'CHERAW, IN THE EAST CENTER OF SECTION 13, T 23 S, R 55 W.  ACCESS TO
 JJ0980'THE AIRPORT IS NOT CONTROLLED.  PERMISSION TO USE THIS STATION MUST BE
 JJ0980'OBTAINED FROM THE AIRPORT MANAGER.  OWNERSHIP--LA JUNTA MUNICIPAL
 JJ0980'AIRPORT, 30267 FIRST AVENUE, LA JUNTA, CO.  MR.  JAKE FRIEDENBERGER,
 JJ0980'TELEPHONE--719-384-8407
 JJ0980'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 50 AND
 JJ0980'STATE HIGHWAY 109 IN LA JUNTA, GO NORTH ON STATE HIGHWAY 109 FOR 3.05
 JJ0980'MI (4.91 KM) TO A SIDE ROAD RIGHT, THE ENTRANCE TO THE AIRPORT.  TURN
 JJ0980'RIGHT, EAST, ON THE AIRPORT ROAD FOR 1.7 MI (2.7 KM) TO THE TERMINAL
 JJ0980'BUILDING.  CONTACT THE AIRPORT MANAGER BEFORE ENTERING THE FLIGHT
 JJ0980'OPERATIONS AREA.  TURN LEFT, WEST, PASSING THROUGH THE GATE AT THE
 JJ0980'SOUTHWEST CORNER OF THE TERMINAL BUILDING, ON TO THE TERMINAL RAMP FOR
 JJ0980'0.05 MI (0.08 KM) .  TURN RIGHT, NORTH, FOR 0.15 MI (0.24 KM) TO
 JJ0980'TAXIWAY A AND RAMP A3.  TAKE RAMP A3, NORTH, FOR 0.1 MI (0.2 KM) TO
 JJ0980'RUNWAY 8/26.  TURN LEFT, WEST, ON RUNWAY 8/26 FOR 0.1 MI (0.2 KM) TO A
 JJ0980'TRACK ROAD RIGHT A WINDSOCK.  TURN RIGHT, NORTH, FOR 0.05 MI (0.08 KM)
 JJ0980'TO THE NORTH SIDE OF A CIRCLE OF HALF BARRELS AROUND THE WINDSOCK AND
 JJ0980'THE STATION BETWEEN THE BARRELS
 JJ0980'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 JJ0980'POST PROJECTING 2 CM ABOVE THE GROUND.  IT IS AT THE NORTHSIDE OF THE
 JJ0980'MAIN WINDSOCK IN THE BARREL RING.  IT IS 145.5 M (477.4 FT) NORTH FROM
 JJ0980'THE CENTERLLINE OF RUNWAY 8/26, 29.5 M (96.8 FT) EAST FROM THE CENTER
 JJ0980'OF AND ORANGE AND WHITE WEATHER MAST, 15.6 M (51.2 FT) NORTH FROM THE
 JJ0980'WINDSOCK AND 1.25 M (4.10 FT) WEST FROM A WITNESS POST.  AN
 JJ0980'UNDERGROUND MARK IS SET 0.9 M (3.0 FT) BELOW THE SURFACE MARK IN AN
 JJ0980'IRREGULAR MASS OF CONCRETE.  THIS STATION IS DESIGNATED A SECONDARY
 JJ0980'AIRPORT CONTROL STATION FOR THE ANA PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2099 ***********************************************************************
 KK2099  CBN         -  This is a Cooperative Base Network Control Station.
 KK2099  DESIGNATION -  MCDONNELL
 KK2099  PID         -  KK2099
 KK2099  STATE/COUNTY-  CO/DENVER
 KK2099  USGS QUAD   -  FORT LOGAN (1994)
 KK2099
 KK2099                         *CURRENT SURVEY CONTROL
 KK2099  ___________________________________________________________________
 KK2099* NAD 83(1992)-  39 44 34.68938(N)    105 00 03.94511(W)     ADJUSTED  
 KK2099* NAVD 88     -      1587.6    (meters)    5209.     (feet)  GPS OBS   
 KK2099  ___________________________________________________________________
 KK2099  X           -  -1,271,464.373 (meters)                     COMP
 KK2099  Y           -  -4,744,806.632 (meters)                     COMP
 KK2099  Z           -   4,057,086.745 (meters)                     COMP
 KK2099  LAPLACE CORR-          -9.12  (seconds)                    DEFLEC99
 KK2099  ELLIP HEIGHT-        1570.58  (meters)          (10/21/02) GPS OBS
 KK2099  GEOID HEIGHT-         -17.04  (meters)                     GEOID03
 KK2099
 KK2099  HORZ ORDER  -  B
 KK2099  ELLP ORDER  -  FOURTH    CLASS II
 KK2099
 KK2099.The horizontal coordinates were established by GPS observations
 KK2099.and adjusted by the National Geodetic Survey in May 1992..
 KK2099
 KK2099.The orthometric height was determined by GPS observations and a
 KK2099.high-resolution geoid model.
 KK2099
 KK2099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK2099
 KK2099.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2099
 KK2099.The ellipsoidal height was determined by GPS observations
 KK2099.and is referenced to NAD 83.
 KK2099
 KK2099.The geoid height was determined by GEOID03.
 KK2099
 KK2099;                    North         East     Units Scale Factor Converg.
 KK2099;SPC CO C     -   516,908.798   957,164.209   MT  0.99999862   +0 18 52.8
 KK2099;SPC CO C     - 1,695,891.61  3,140,296.24   sFT  0.99999862   +0 18 52.8
 KK2099;UTM  13      - 4,399,229.957   499,906.108   MT  0.99960000   -0 00 02.5
 KK2099
 KK2099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2099!SPC CO C     -   0.99975366  x   0.99999862  =   0.99975228
 KK2099!UTM  13      -   0.99975366  x   0.99960000  =   0.99935376
 KK2099
 KK2099                          SUPERSEDED SURVEY CONTROL
 KK2099
 KK2099  NAD 83(1986)-  39 44 34.68161(N)    105 00 03.94465(W) AD(       ) 3
 KK2099  ELLIP H (05/26/92) 1570.62   (m)                       GP(       ) 4 1
 KK2099  NGVD 29 (06/11/92) 1586.6    (m)         5205.     (f) GPS OBS        
 KK2099
 KK2099.Superseded values are not recommended for survey control.
 KK2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2099.See file dsdata.txt to determine how the superseded data were derived.
 KK2099
 KK2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9990699230(NAD 83)
 KK2099_MARKER: I = METAL ROD
 KK2099_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KK2099_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KK2099_STAMPING: MCDONNELL 1991
 KK2099_MARK LOGO: NGS   
 KK2099_PROJECTION: FLUSH
 KK2099_MAGNETIC: I = MARKER IS A STEEL ROD
 KK2099_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK2099+STABILITY: POSITION/ELEVATION WELL
 KK2099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK2099+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 KK2099_ROD/PIPE-DEPTH: 8.5  meters
 KK2099_SLEEVE-DEPTH  : 1.0 meters
 KK2099
 KK2099  HISTORY     - Date     Condition        Report By
 KK2099  HISTORY     - 1991     MONUMENTED       NGS
 KK2099  HISTORY     - 19950506 GOOD             CODOT
 KK2099  HISTORY     - 19951002 GOOD             CHANCE
 KK2099  HISTORY     - 19960411 GOOD             MSAM
 KK2099  HISTORY     - 20060911 GOOD             GEOCAC
 KK2099
 KK2099                          STATION DESCRIPTION
 KK2099
 KK2099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KK2099'STATION IS LOCATED IN DOWNTOWN DENVER, 1.2 KM (0.7 MI) NORTHWEST OF
 KK2099'EXIT 210 OF INTERSTATE HIGHWAY 25, ON THE AURARIA CAMPUS OF
 KK2099'METROPOLITAN STATE COLLEGE, IN A LARGE GRASS AREA BETWEEN SPEER
 KK2099'BOULEVARD AND ST. ELIZABETH CHURCH, IN THE SOUTHEAST 1/4 OF SECTION
 KK2099'33, T 3 S, R 68 W.  OWNERSHIP--THE AURARIA HIGHER EDUCATION CENTER,
 KK2099'HISTORIC NINTH STREET PARK, 1027 NINTH STREET, PO BOX 4615-A, DENVER,
 KK2099'CO 80204.
 KK2099'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 25 AND STATE HIGHWAY
 KK2099'33 (EXIT 210) IN DENVER, GO NORTHEAST ON HIGHWAY 33 (AURARIA PARKWAY)
 KK2099'FOR 1.4 KM (0.9 MI) TO A CROSS STREET.  TURN RIGHT, SOUTHEAST, ON
 KK2099'SPEER BOULEVARD FOR 0.46 KM (0.29 MI) TO A ROAD RIGHT AT SIGN
 KK2099'-AURARIA HIGHER EDUCATION CENTER-.  TURN RIGHT, SOUTHWEST, FOR 0.05
 KK2099'KM (0.03 MI) TO A TOLL BOOTH.  CONTINUE AHEAD, SOUTHWEST, THEN
 KK2099'NORTHWEST ON STREET FOR 0.09 KM (0.06 MI) TO A CIRCLE DRIVE ON THE
 KK2099'RIGHT AND CHURCH ON THE LEFT.  BEAR RIGHT ON CIRCLE DRIVE FOR 30 M
 KK2099'(98.4 FT) TO STATION ON THE RIGHT.
 KK2099'NOTE--STRADDLE CURB FOR PARKING AND BE AWARE OF SPRINKLER HEADS.
 KK2099'STATION MARK IS A PUNCH HOLE TOP CENTER IN A STEEL ROD ENCASED IN A
 KK2099'PVC PIPE WITH LOGO CAP SET IN A 0.5 M (1.6 FT) CONCRETE POST FLUSH
 KK2099'WITH THE GROUND.  IT IS 29.0 M (95.1 FT) EAST-SOUTHEAST OF THE CURB
 KK2099'ALONG THE CIRCULAR DRIVE, 3.0 M (9.8 FT) WEST-SOUTHWEST OF A DIRT
 KK2099'PATH ACROSS THE MIDDLE OF THE AREA, 18 M (59.1 FT) SOUTH-SOUTHEAST OF
 KK2099'THE EDGE OF A CHIP-COVERED BUSH AREA, 30.3 M (99.4 FT) SOUTHWEST OF
 KK2099'SIDEWALK EDGE, 39.7 M (130.2 FT) NORTHWEST OF NORTH CORNER OF A
 KK2099'PARKING LOT AND 13 M (42.7 FT) NORTHWEST OF A LOW GROUND HUMP.
 KK2099'DESCRIBED BY G.R.HEID
 KK2099
 KK2099                          STATION RECOVERY (1995)
 KK2099
 KK2099'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (KAW)
 KK2099'RECOVERED AS DESCRIBED.
 KK2099
 KK2099                          STATION RECOVERY (1995)
 KK2099
 KK2099'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (FND)
 KK2099'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  A NEW
 KK2099'DESCRIPTION FOLLOWS$THE STATION IS LOCATED IN DOWNTOWN DENVER, ON THE
 KK2099'AURARIA CAMPUS OF METROPOLITAN STATE COLLEGE, IN A LARGE GRASSY AREA
 KK2099'BETWEEN SPEER BOULEVARD AND ST.  ELIZABETH CHURCH, IN THE SOUTHEAST
 KK2099'1/4 OF SECTION 33, T 3 S, R 68 W, 6TH P.M.  OWNERSHIP--THE AURARIA
 KK2099'HIGHER EDUCATION CENTER, HISTORIC NINTH STREET PARK, 1027 NINTH
 KK2099'STREET, P.O.  BOX 4615-A, DENVER, CO 80204$TO REACH THE STATION FROM
 KK2099'THE INTERSECTION OF INTERSTATE HIGHWAY 25 AND U.S.  HIGHWAY 6 (6TH
 KK2099'AVENUE) GO NORTH ALONG INTERSTATE HIGHWAY 25 FOR 0.9 MI (1.4 KM) TO
 KK2099'EXIT 210 TO AURARIA PARKWAY (STATE HIGHWAY 33) ON THE RIGHT.  BEAR
 KK2099'RIGHT AND GO NORTH ALONG THE EXIT RAMP AND NORTHEAST ALONG AURARIA
 KK2099'PARKWAY (HIGHWAY 33) FOR 0.9 MI (1.4 KM) TO THE INTERSECTION WITH
 KK2099'SPEER BOULEVARD.  TURN RIGHT AND GO SOUTHEAST ALONG SPEER BOULEVARD
 KK2099'FOR 0.4 MI (0.6 KM) TO THE INTERSECTION WITH A STREET TO THE RIGHT AT
 KK2099'SIGN --AURARIA HIGHER EDUCATION CENTER--. TURN RIGHT AND GO SOUTHWEST
 KK2099'ALONG THE STREET FOR 0.03 MI (0.05 KM) TO A TOLL BOOTH.  CONTINUE
 KK2099'AHEAD AND GO SOUTHWEST FOR 0.02 MI (0.03 KM) TO AN INTERSECTION WITH A
 KK2099'STREET TO THE RIGHT.  TURN RIGHT AND GO NORTHEAST FOR 0.05 MI (0.08
 KK2099'KM) TO A CIRCLE DRIVE ON THE RIGHT AND ST.  ELIZABETH CHURCH ON THE
 KK2099'LEFT.  BEAR RIGHT ON CIRCLE DRIVE FOR ABOUT 100 FT (30.5 M) TO STATION
 KK2099'ON THE RIGHT.  NOTE--STRADDLE CURB FOR PARKING AND BE AWARE OF
 KK2099'SPRINKLER HEADS$THE STATION MARK IS A PUNCH HOLE CENTERED IN THE TOP
 KK2099'OF A 9/16-INCH STAINLESS STEEL ROD ENCASED IN A PVC PIPE WITH A LOGO
 KK2099'CAP STAMPED --MCDONNELL 1991-- SET IN A CONCRETE POST FLUSH WITH
 KK2099'GROUND LEVEL. IT IS 95.0 FT (29.0 M) EAST-SOUTHEAST OF THE FLOWLINE OF
 KK2099'THE CURB ALONG THE CIRCLE DRIVE, 99.5 FT (30.3 M) SOUTHWEST OF THE
 KK2099'SOUTHWEST EDGE OF A CONCRETE SIDEWALK, 129.6 FT (39.5 M) NORTHWEST OF
 KK2099'THE FLOWLINE OF A CURB ALONG THE NORTHWEST SIDE OF A PARKING LOT, AND
 KK2099'140.5 FT (42.8 M) NORTHEAST OF A CONCRETE LIGHT POLE$DESCRIBED BY F.N.
 KK2099'DREXEL
 KK2099
 KK2099                          STATION RECOVERY (1996)
 KK2099
 KK2099'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1996 (RSC)
 KK2099'RECOVERED AS DESCRIBED.
 KK2099
 KK2099                          STATION RECOVERY (2006)
 KK2099
 KK2099'RECOVERY NOTE BY GEOCACHING 2006
 KK2099'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AF8586 ***********************************************************************
 AF8586  DESIGNATION -  MCGEE
 AF8586  PID         -  AF8586
 AF8586  STATE/COUNTY-  CO/MINERAL
 AF8586  USGS QUAD   -  BEAVER CREEK RESERVOIR (1967)
 AF8586
 AF8586                         *CURRENT SURVEY CONTROL
 AF8586  ___________________________________________________________________
 AF8586* NAD 83(1992)-  37 34 35.42497(N)    106 45 01.25732(W)     ADJUSTED  
 AF8586* NAVD 88     -      2621.6    (meters)    8601.     (feet)  GPS OBS   
 AF8586  ___________________________________________________________________
 AF8586  X           -  -1,459,252.675 (meters)                     COMP
 AF8586  Y           -  -4,848,458.708 (meters)                     COMP
 AF8586  Z           -   3,869,886.434 (meters)                     COMP
 AF8586  LAPLACE CORR-          -2.70  (seconds)                    DEFLEC99
 AF8586  ELLIP HEIGHT-        2605.95  (meters)          (12/03/02) GPS OBS
 AF8586  GEOID HEIGHT-         -15.68  (meters)                     GEOID03
 AF8586
 AF8586  HORZ ORDER  -  FIRST
 AF8586  ELLP ORDER  -  FOURTH    CLASS II
 AF8586
 AF8586.The horizontal coordinates were established by GPS observations
 AF8586.and adjusted by the National Geodetic Survey in June 1998..
 AF8586
 AF8586.The orthometric height was determined by GPS observations and a
 AF8586.high-resolution geoid model.
 AF8586
 AF8586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF8586
 AF8586.The Laplace correction was computed from DEFLEC99 derived deflections.
 AF8586
 AF8586.The ellipsoidal height was determined by GPS observations
 AF8586.and is referenced to NAD 83.
 AF8586
 AF8586.The geoid height was determined by GEOID03.
 AF8586
 AF8586;                    North         East     Units Scale Factor Converg.
 AF8586;SPC CO S     -   406,517.075   803,960.263   MT  0.99995545   -0 46 01.0
 AF8586;SPC CO S     - 1,333,714.77  2,637,659.63   sFT  0.99995545   -0 46 01.0
 AF8586;UTM  13      - 4,160,269.246   345,438.268   MT  0.99989426   -1 04 03.4
 AF8586
 AF8586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF8586!SPC CO S     -   0.99959124  x   0.99995545  =   0.99954671
 AF8586!UTM  13      -   0.99959124  x   0.99989426  =   0.99948554
 AF8586
 AF8586                          SUPERSEDED SURVEY CONTROL
 AF8586
 AF8586  ELLIP H (06/12/98) 2605.93   (m)                       GP(       ) 3 2
 AF8586
 AF8586.Superseded values are not recommended for survey control.
 AF8586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF8586.See file dsdata.txt to determine how the superseded data were derived.
 AF8586
 AF8586_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB4543860269(NAD 83)
 AF8586_MARKER: DH = HORIZONTAL CONTROL DISK
 AF8586_SETTING: 80 = SET IN A BOULDER
 AF8586_STAMPING: MCGEE 1995
 AF8586_MARK LOGO: NGS   
 AF8586_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF8586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF8586+STABILITY: SURFACE MOTION
 AF8586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF8586+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AF8586
 AF8586  HISTORY     - Date     Condition        Report By
 AF8586  HISTORY     - 1995     MONUMENTED       NGS
 AF8586
 AF8586                          STATION DESCRIPTION
 AF8586
 AF8586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 AF8586'THE STATION IS LOCATED ABOUT 8 MI (12.9 KM) SOUTHWEST OF SOUTH FORK, 8
 AF8586'MI (12.9 KM) SOUTHEAST OF WOLF CREEK PASS AND 1.6 MI (2.6 KM)
 AF8586'SOUTHWEST OF WHERE PARK CREEK JOINS THE SOUTH FORK OF THE RIO GRANDE
 AF8586'RIVER, AT U.  S.  HIGHWAY 160 MILEPOST 176.8.  OWNERSHIP--MS.  RUTH
 AF8586'MCGEE, INQUIRE AT THE STORE 0.2 MI (0.3 KM) NORTHEAST OF STATION  TO
 AF8586'REACH THE STATION FROM SOUTH FORK AT THE INTERSECTION OF STATE HIGHWAY
 AF8586'149 AND U.  S.  HIGHWAY 160, GO SOUTHWESTERLY ON U.  S. HIGHWAY 160
 AF8586'FOR 10.0 MI (16.1 KM) TO THE STATION ON THE LEFT NEAR A VERY LARGE
 AF8586'ROCK NEAR THE HIGHWAY.  TO DRIVE TO THE STATION, GO NORTHEAST 0.15 MI
 AF8586'(0.24 KM) TO A SMALL STORE AND GAS STATION.  TURN RIGHT, SOUTHEASTERLY
 AF8586'ALONG THE SOUTHWEST SIDE OF THE STORE, PASSING THROUGH A GATE FOR 0.1
 AF8586'MI (0.2 KM) TO A TRACK ROAD GOING ALONG THE SOUTHEASTERN SIDE OF A
 AF8586'FISHING POND AND CABINS.  FOLLOW THE TRACK ROAD PAST THE CABINS AND
 AF8586'THROUGH A MEADOW FOR 0.1 MI (0.2 KM) TO THE STATION IN A LARGE BOULDER
 AF8586'AT THE EDGE OF A FISHING POND  THE STATION IS A STANDARD DISK SET IN A
 AF8586'DRILL HOLE IN THE TOP OF A 3.5 M (11.5 FT) BY 5.9 M (19.4 FT) VOLCANIC
 AF8586'BOULDER AT THE EDGE OF A SMALL POND.  IT IS 39.1 M (128.3 FT)
 AF8586'SOUTHEAST OF THE CENTER LINE OF U.  S.  HIGHWAY 160, 29.45 M (96.62
 AF8586'FT) SOUTH OF A VERY LARGE ROCK, 23.75 M (77.92 FT) SOUTHEAST OF A
 AF8586'RIGHT-OF-WAY FENCE AND 1.8 M (5.9 FT) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4301 ***********************************************************************
 AE4301  DESIGNATION -  MCGRATH
 AE4301  PID         -  AE4301
 AE4301  STATE/COUNTY-  CO/EL PASO
 AE4301  USGS QUAD   -  BIG SPRINGS RANCH (1973)
 AE4301
 AE4301                         *CURRENT SURVEY CONTROL
 AE4301  ___________________________________________________________________
 AE4301* NAD 83(1992)-  38 47 44.80705(N)    104 17 09.12743(W)     ADJUSTED  
 AE4301* NAVD 88     -      1878.1    (meters)    6162.     (feet)  GPS OBS   
 AE4301  ___________________________________________________________________
 AE4301  X           -  -1,228,621.110 (meters)                     COMP
 AE4301  Y           -  -4,825,044.359 (meters)                     COMP
 AE4301  Z           -   3,975,837.541 (meters)                     COMP
 AE4301  LAPLACE CORR-          -4.19  (seconds)                    DEFLEC99
 AE4301  ELLIP HEIGHT-        1859.00  (meters)          (12/03/02) GPS OBS
 AE4301  GEOID HEIGHT-         -19.18  (meters)                     GEOID03
 AE4301
 AE4301  HORZ ORDER  -  FIRST
 AE4301  ELLP ORDER  -  FOURTH    CLASS II
 AE4301
 AE4301.The horizontal coordinates were established by GPS observations
 AE4301.and adjusted by the National Geodetic Survey in October 1997..
 AE4301
 AE4301.The orthometric height was determined by GPS observations and a
 AE4301.high-resolution geoid model.
 AE4301
 AE4301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4301
 AE4301.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4301
 AE4301.The ellipsoidal height was determined by GPS observations
 AE4301.and is referenced to NAD 83.
 AE4301
 AE4301.The geoid height was determined by GEOID03.
 AE4301
 AE4301;                    North         East     Units Scale Factor Converg.
 AE4301;SPC CO C     -   412,343.680 1,019,870.913   MT  0.99995002   +0 45 56.7
 AE4301;SPC CO C     - 1,352,830.89  3,346,026.49   sFT  0.99995002   +0 45 56.7
 AE4301;UTM  13      - 4,294,356.593   562,015.594   MT  0.99964736   +0 26 50.8
 AE4301
 AE4301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4301!SPC CO C     -   0.99970841  x   0.99995002  =   0.99965844
 AE4301!UTM  13      -   0.99970841  x   0.99964736  =   0.99935587
 AE4301
 AE4301                          SUPERSEDED SURVEY CONTROL
 AE4301
 AE4301  ELLIP H (10/31/97) 1859.01   (m)                       GP(       ) 4 1
 AE4301
 AE4301.Superseded values are not recommended for survey control.
 AE4301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4301.See file dsdata.txt to determine how the superseded data were derived.
 AE4301
 AE4301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC6201694357(NAD 83)
 AE4301_MARKER: DH = HORIZONTAL CONTROL DISK
 AE4301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4301_STAMPING: MCGRATH 1996
 AE4301_MARK LOGO: NGS   
 AE4301_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE4301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4301+STABILITY: SURFACE MOTION
 AE4301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4301+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4301
 AE4301  HISTORY     - Date     Condition        Report By
 AE4301  HISTORY     - 1996     MONUMENTED       NGS
 AE4301
 AE4301                          STATION DESCRIPTION
 AE4301
 AE4301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE4301'THE STATION IS LOCATED ABOUT 5.8 MI (9.3 KM) SOUTHEAST OF ELLICOTT, 5
 AE4301'MI (8.0 KM) SOUTHWEST OF YODER AND 0.3 MI (0.5 KM) EAST OF THE NORTH
 AE4301'END OF THE AIR FORCE ACADEMY AUXILIARY FIELD, IN THE NORTHEAST 1/4 OF
 AE4301'SECTION 35, T 14 S, R 62 W.  OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY  TO
 AE4301'REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 94 AND YODER
 AE4301'ROAD IN THE TOWN OF YODER, GO SOUTH ON YODER ROAD FOR 3.0 MI (4.8 KM)
 AE4301'TO THE INTERSECTION OF SANBORN ROAD.  TURN RIGHT, WEST, FOR 4.0 MI
 AE4301'(6.4 KM) TO THE STATION ON THE LEFT, SOUTH SIDE OF THE ROAD  THE MARK
 AE4301'IS A STANDARD DISK SET IN THE TOP OF A 50 CM ROUND CONCRETE POST,
 AE4301'FLUSH WITH THE GROUND.  IT IS 18.0 M (59.1 FT) SOUTH-SOUTHWEST FROM A
 AE4301'POWER POLE, 17.3 M (56.8 FT) SOUTH FROM A T-FENCE CORNER GOING NORTH,
 AE4301'7.6 M (24.9 FT) SOUTH FROM THE CENTER OF THE DIRT ROAD, 1.2 M (3.9 FT)
 AE4301'NORTH FROM A RIGHT-OF-WAY FENCE, 0.5 M (1.6 FT) EAST-SOUTHEAST FROM A
 AE4301'WITNESS POST AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0745 ***********************************************************************
 JL0745  DESIGNATION -  MCINTOSH
 JL0745  PID         -  JL0745
 JL0745  STATE/COUNTY-  CO/GUNNISON
 JL0745  USGS QUAD   -  MC INTOSH MOUNTAIN (1973)
 JL0745
 JL0745                         *CURRENT SURVEY CONTROL
 JL0745  ___________________________________________________________________
 JL0745* NAD 83(1992)-  38 34 29.98573(N)    107 00 51.83111(W)     ADJUSTED  
 JL0745* NAVD 88     -      2905.6    (meters)    9533.     (feet)  VERTCON   
 JL0745  ___________________________________________________________________
 JL0745  LAPLACE CORR-          -2.98  (seconds)                    DEFLEC99
 JL0745  GEOID HEIGHT-         -14.26  (meters)                     GEOID03
 JL0745
 JL0745  HORZ ORDER  -  SECOND
 JL0745
 JL0745.The horizontal coordinates were established by classical geodetic methods
 JL0745.and adjusted by the National Geodetic Survey in January 1993..
 JL0745
 JL0745.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0745
 JL0745.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0745
 JL0745.The geoid height was determined by GEOID03.
 JL0745
 JL0745;                    North         East     Units Scale Factor Converg.
 JL0745;SPC CO C     -   388,230.615   782,442.880   MT  0.99997778   -0 57 18.4
 JL0745;SPC CO C     - 1,273,719.94  2,567,064.68   sFT  0.99997778   -0 57 18.4
 JL0745;UTM  13      - 4,271,539.030   324,522.976   MT  0.99997921   -1 15 22.9
 JL0745
 JL0745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0745!SPC CO C     -   0.99954654  x   0.99997778  =   0.99952433
 JL0745!UTM  13      -   0.99954654  x   0.99997921  =   0.99952576
 JL0745
 JL0745:                Primary Azimuth Mark                     Grid Az
 JL0745:SPC CO C     -  HENRY R                                  164 39 06.9
 JL0745:UTM  13      -  HENRY R                                  164 57 11.4
 JL0745
 JL0745|---------------------------------------------------------------------|
 JL0745| PID    Reference Object                     Distance      Geod. Az  |
 JL0745|                                                           dddmmss.s |
 JL0745| JL0717 HENRY R                             APPROX. 8.0 KM 1634148.5 |
 JL0745|---------------------------------------------------------------------|
 JL0745
 JL0745                          SUPERSEDED SURVEY CONTROL
 JL0745
 JL0745  NAD 83(1986)-  38 34 29.98417(N)    107 00 51.84160(W) AD(       ) 2
 JL0745  NAD 27      -  38 34 30.01500(N)    107 00 49.66600(W) AD(       ) 2
 JL0745  NGVD 29 (07/19/86) 2904.0    (m)         9528.     (f) VERT ANG       
 JL0745
 JL0745.Superseded values are not recommended for survey control.
 JL0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0745.See file dsdata.txt to determine how the superseded data were derived.
 JL0745
 JL0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC2452371539(NAD 83)
 JL0745_MARKER: Z = SEE DESCRIPTION
 JL0745_SETTING: 66 = SET IN ROCK OUTCROP
 JL0745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JL0745
 JL0745  HISTORY     - Date     Condition        Report By
 JL0745  HISTORY     - 1925     MONUMENTED       USGS
 JL0745  HISTORY     - 1950     GOOD             USGS
 JL0745  HISTORY     - 1958     GOOD             USGS
 JL0745
 JL0745                          STATION DESCRIPTION
 JL0745
 JL0745'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (OSR)
 JL0745'LOCATED ABOUT 6 MILES WEST AND 3 MILES NORTH OF GUNNISON, ON
 JL0745'THE HIGHEST POINT OF A HIGH BARE TOPPED HILL.  POINT OBSERVED
 JL0745'WAS THE GEOLOGICAL SURVEY TARGET SET OVER MARK.
 JL0745
 JL0745                          STATION RECOVERY (1958)
 JL0745
 JL0745'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 JL0745'RECOVERED BY -USGS- IN 1950.
 JL0745'
 JL0745'REDESCRIBED AS FOLLOWS,
 JL0745'---TO REACH STATION FROM GUNNISON P.O., GO ONE BLOCK S. TO U.S. HWY.50
 JL0745'TURN RIGHT W. ON HWY. 50 1.8 MI. TO DIRT RD. TURN RIGHT NW, ON DIRT
 JL0745'RD. 0.15 MI. TO TRACK RD. W. CONTINUE ON MAIN RD. NW. 0.2 MI. TO FORK.
 JL0745'TAKE LEFT FORK 0.2 MI. TO TRACK RD. W. TURN LEFT W. ON TRACK RD. 0.65
 JL0745'MI. TO BOTTOM OF HILL.  TURN UP DRAIN N. ON TRACK RD. AND CONTINUE ON
 JL0745'KEEPING ON MAIN TRACK RD. LEADING N. AND W. 3.4 MI. TO A SALT LICK AND
 JL0745'END OF TRUCK TRAVEL. STATION IS ON THE HIGH POINT OF MCINTOSH MT. NEAR
 JL0745'S. END OF FLAT TOPPED SUMMIT, ABOUT A 30 MINUTE PACK NW.
 JL0745'
 JL0745'STATION MARK - BRONZE TRIANGULATION TABLET CEMENTED IN ROCK.
 JL0745'
 JL0745'REFERENCE MARK - BRONZE TABLET CEMENTED IN ROCK 50.80 FT. FROM
 JL0745'S 10 DEG E.
 JL0745'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ3459 ***********************************************************************
 AJ3459  DESIGNATION -  MCKAY
 AJ3459  PID         -  AJ3459
 AJ3459  STATE/COUNTY-  CO/MESA
 AJ3459  USGS QUAD   -  CLIFTON (1973)
 AJ3459
 AJ3459                         *CURRENT SURVEY CONTROL
 AJ3459  ___________________________________________________________________
 AJ3459* NAD 83(1992)-  39 06 37.79153(N)    108 25 11.26334(W)     ADJUSTED  
 AJ3459* NAVD 88     -      1461.6    (meters)    4795.     (feet)  GPS OBS   
 AJ3459  ___________________________________________________________________
 AJ3459  X           -  -1,566,208.563 (meters)                     COMP
 AJ3459  Y           -  -4,702,771.250 (meters)                     COMP
 AJ3459  Z           -   4,002,754.317 (meters)                     COMP
 AJ3459  LAPLACE CORR-           4.95  (seconds)                    DEFLEC99
 AJ3459  ELLIP HEIGHT-        1444.86  (meters)          (12/03/02) GPS OBS
 AJ3459  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 AJ3459
 AJ3459  HORZ ORDER  -  FIRST
 AJ3459  ELLP ORDER  -  FOURTH    CLASS II
 AJ3459
 AJ3459.The horizontal coordinates were established by GPS observations
 AJ3459.and adjusted by the National Geodetic Survey in May 2001..
 AJ3459
 AJ3459.The orthometric height was determined by GPS observations and a
 AJ3459.high-resolution geoid model.
 AJ3459
 AJ3459.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ3459
 AJ3459.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ3459
 AJ3459.The ellipsoidal height was determined by GPS observations
 AJ3459.and is referenced to NAD 83.
 AJ3459
 AJ3459.The geoid height was determined by GEOID03.
 AJ3459
 AJ3459;                    North         East     Units Scale Factor Converg.
 AJ3459;SPC CO C     -   450,632.752   661,923.985   MT  0.99993592   -1 50 29.3
 AJ3459;SPC CO C     - 1,478,450.95  2,171,662.27   sFT  0.99993592   -1 50 29.3
 AJ3459;UTM  12      - 4,332,208.695   723,092.075   MT  1.00021287   +1 37 41.9
 AJ3459
 AJ3459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ3459!SPC CO C     -   0.99977336  x   0.99993592  =   0.99970930
 AJ3459!UTM  12      -   0.99977336  x   1.00021287  =   0.99998618
 AJ3459
 AJ3459                          SUPERSEDED SURVEY CONTROL
 AJ3459
 AJ3459  ELLIP H (05/31/01) 1444.88   (m)                       GP(       ) 4 2
 AJ3459
 AJ3459.Superseded values are not recommended for survey control.
 AJ3459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3459.See file dsdata.txt to determine how the superseded data were derived.
 AJ3459
 AJ3459_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ2309232209(NAD 83)
 AJ3459_MARKER: I = METAL ROD
 AJ3459_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ3459_STAMPING: MCKAY 2000
 AJ3459_MARK LOGO: NGS   
 AJ3459_PROJECTION: PROJECTING 3 CENTIMETERS
 AJ3459_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ3459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3459+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2000
 AJ3459_ROD/PIPE-DEPTH: 10.7 meters
 AJ3459_SLEEVE-DEPTH  : 0.9 meters
 AJ3459
 AJ3459  HISTORY     - Date     Condition        Report By
 AJ3459  HISTORY     - 20001005 MONUMENTED       NGS
 AJ3459
 AJ3459                          STATION DESCRIPTION
 AJ3459
 AJ3459'DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 AJ3459'THE STATION IS LOCATED ABOUT 2.0 MI NORTHEAST OF CLIFTON, 1.5 MI
 AJ3459'EAST-NORTHEAST OF THE INTERSECTION OF INTERSTATE 70 AND U. S.
 AJ3459'HIGHWAY 6 AND 24, IN THE CENTER OF SECTION 11, T 11 S, R 99 W, AT
 AJ3459'INTERSTATE 70 MILEPOST 38.2. OWNERSHIP--COLORADO DEPT. OF
 AJ3459'TRANSPORTATION RIGHT-OF-WAY.
 AJ3459' 
 AJ3459'TO REACH THE STATION FROM INTERSTATE 70 AT EXIT 42, THE PALISADE
 AJ3459'EXIT, GO WEST ON INTERSTATE 70 FOR 3.35 MI TO A TURNOUT, REST AREA,
 AJ3459'ON THE RIGHT AND THE STATION AT THE WEST END OF THE REST AREA. IT
 AJ3459'IS 1.55 MI EAST FROM THE OVERPASS AT THE JUNCTION OF INTERSTATE 70
 AJ3459'AND U. S. HIGHWAY 6 AND 24 AND 0.1 MI EAST FROM A NORTH-SOUTH
 AJ3459'TOWNSHIP FENCE LINE.
 AJ3459' 
 AJ3459'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 10.7 M LONG STAINLESS
 AJ3459'STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 0.9 M LONG GREASED PVC
 AJ3459'PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A
 AJ3459'CONCRETE COLLAR, PROJECTING 3 CM ABOVE THE GROUND. IT IS 10.0 M
 AJ3459'NORTH FROM THE NORTHERN EDGE OF OIL FOR INTERSTATE 70, 0.8 M
 AJ3459'SOUTH FROM A RIGHT-OF-WAY FENCE, 0.7 M SOUTH FROM A WITNESS POST
 AJ3459'AND ABOUT 0.6 M HIGHER THAT THE INTERSTATE.
 AJ3459'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 GM0733 ***********************************************************************
 GM0733  DESIGNATION -  MCKEE
 GM0733  PID         -  GM0733
 GM0733  STATE/COUNTY-  CO/LAS ANIMAS
 GM0733  USGS QUAD   -  TIN PAN CANYON (1971)
 GM0733
 GM0733                         *CURRENT SURVEY CONTROL
 GM0733  ___________________________________________________________________
 GM0733* NAD 83(1992)-  36 59 58.87999(N)    104 32 04.63056(W)     ADJUSTED  
 GM0733* NAVD 88     -      2445.1    (meters)    8022.     (feet)  VERTCON   
 GM0733  ___________________________________________________________________
 GM0733  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 GM0733  GEOID HEIGHT-         -18.29  (meters)                     GEOID03
 GM0733
 GM0733  HORZ ORDER  -  THIRD
 GM0733
 GM0733.The horizontal coordinates were established by classical geodetic methods
 GM0733.and adjusted by the National Geodetic Survey in December 1993..
 GM0733
 GM0733.The NAVD 88 height was computed by applying the VERTCON shift value to
 GM0733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 GM0733
 GM0733.The Laplace correction was computed from DEFLEC99 derived deflections.
 GM0733
 GM0733.The geoid height was determined by GEOID03.
 GM0733
 GM0733;                    North         East     Units Scale Factor Converg.
 GM0733;SPC CO S     -   342,205.272 1,000,335.122   MT  1.00005062   +0 35 31.7
 GM0733;SPC CO S     - 1,122,718.46  3,281,932.81   sFT  1.00005062   +0 35 31.7
 GM0733;UTM  13      - 4,094,939.063   541,408.013   MT  0.99962112   +0 16 48.3
 GM0733
 GM0733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 GM0733!SPC CO S     -   0.99961930  x   1.00005062  =   0.99966990
 GM0733!UTM  13      -   0.99961930  x   0.99962112  =   0.99924056
 GM0733
 GM0733:                Primary Azimuth Mark                     Grid Az
 GM0733:SPC CO S     -  MESA                                     097 45 36.9
 GM0733:UTM  13      -  MESA                                     098 04 20.3
 GM0733
 GM0733|---------------------------------------------------------------------|
 GM0733| PID    Reference Object                     Distance      Geod. Az  |
 GM0733|                                                           dddmmss.s |
 GM0733| GM0674 MESA                                APPROX. 5.5 KM 0982108.6 |
 GM0733|---------------------------------------------------------------------|
 GM0733
 GM0733                          SUPERSEDED SURVEY CONTROL
 GM0733
 GM0733  NAD 83(1992)-  36 59 58.88181(N)    104 32 04.63328(W) AD(       ) 3
 GM0733  NAD 83(1986)-  36 59 58.88724(N)    104 32 04.62851(W) AD(       ) 3
 GM0733  NAD 27      -  36 59 58.80460(N)    104 32 02.67255(W) AD(       ) 3
 GM0733  NGVD 29 (07/19/86) 2444.0    (m)         8018.     (f) VERT ANG       
 GM0733
 GM0733.Superseded values are not recommended for survey control.
 GM0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 GM0733.See file dsdata.txt to determine how the superseded data were derived.
 GM0733
 GM0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEA4140894939(NAD 83)
 GM0733_MARKER: DD = SURVEY DISK
 GM0733_SETTING: 80 = SET IN A BOULDER
 GM0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 GM0733+STABILITY: SURFACE MOTION
 GM0733
 GM0733  HISTORY     - Date     Condition        Report By
 GM0733  HISTORY     - 1949     MONUMENTED       USGS
 GM0733
 GM0733                          STATION DESCRIPTION
 GM0733
 GM0733'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 GM0733'STATION LOCATED ABOUT 15.0 MI. (AIRLINE) S. FROM TRINIDAD, COLORADO,
 GM0733'ABOUT 6.0 MI. (AIRLINE) W. OF U.S. HIGHWAY 85.  ON THE HIGHEST POINT
 GM0733'IN IMMEDIATE AREA, TOP IS PRACTICALLY COVERED WITH TIMBER.
 GM0733'
 GM0733'TO REACH STATION FROM U.S. HIGHWAY 85 OPPOSITE MORLEY, COLORADO,
 GM0733'PROCEED S. ON HIGHWAY 85 1.0 MI. TO RD. LEADING FROM HIGHWAY SW.
 GM0733'OR RIGHT (FORMERLY THE OLD HIGHWAY), PROCEED ON THIS RD. 1.8 MI.,
 GM0733'PASSING UNDER SANTA FE RAILROAD TRACKS AND COMING ONTO A RAIL GATE,
 GM0733'(KEY MAY BE OBTAINED FROM AL AND DON BERG), PROCEED THROUGH GATE AND
 GM0733'ALONG RD. 1.8 MI. TO DIM RD. W. OR RIGHT, PROCEED ALONG DIM RD. 0.2
 GM0733'MI. TO FENCE AND STATE LINE, PROCEED THROUGH GATE ALONG DIM RD. 2.5
 GM0733'MI. TO END OF RD. AND TRUCK TRAVEL.  PACK NE. UP HILL TO STATION SITE,
 GM0733'10 MINUTE PACK.  A 4WD VEHICLE IS RECOMMENDED FOR THIS TRIP.
 GM0733'
 GM0733'STATION MARK--STANDARD TABLET CEMENTED IN LARGE BOULDER, STAMPED
 GM0733'---MC KEE 1949---.
 GM0733'
 GM0733'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET CEMENTED IN LARGE
 GM0733'BOULDER, STAMPED ---MC KEE NO. 1 1949---, 31.39 FT. FROM STATION
 GM0733'MARK, N 06 DEG 22 MIN E.
 GM0733'
 GM0733'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET CEMENTED IN LARGE
 GM0733'BOULDER, STAMPED ---MC KEE NO. 2 1949---, 14.53 FT. FROM STATION
 GM0733'MARK, N 78 DEG 58 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0837 ***********************************************************************
 JL0837  DESIGNATION -  MCKENZIE
 JL0837  PID         -  JL0837
 JL0837  STATE/COUNTY-  CO/OURAY
 JL0837  USGS QUAD   -  COLONA (1983)
 JL0837
 JL0837                         *CURRENT SURVEY CONTROL
 JL0837  ___________________________________________________________________
 JL0837* NAD 83(1992)-  38 15 31.14630(N)    107 47 22.80999(W)     ADJUSTED  
 JL0837* NAVD 88     -      2446.1    (meters)    8025.     (feet)  VERTCON   
 JL0837  ___________________________________________________________________
 JL0837  LAPLACE CORR-           3.36  (seconds)                    DEFLEC99
 JL0837  GEOID HEIGHT-         -16.04  (meters)                     GEOID03
 JL0837
 JL0837  HORZ ORDER  -  FIRST
 JL0837
 JL0837.The horizontal coordinates were established by classical geodetic methods
 JL0837.and adjusted by the National Geodetic Survey in January 1993..
 JL0837
 JL0837.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0837
 JL0837.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0837
 JL0837.The geoid height was determined by GEOID03.
 JL0837
 JL0837;                    North         East     Units Scale Factor Converg.
 JL0837;SPC CO S     -   483,944.801   714,028.447   MT  0.99997278   -1 24 16.0
 JL0837;SPC CO S     - 1,587,742.23  2,342,608.33   sFT  0.99997278   -1 24 16.0
 JL0837;UTM  13      - 4,238,194.680   255,914.521   MT  1.00033380   -1 43 41.7
 JL0837
 JL0837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0837!SPC CO S     -   0.99961885  x   0.99997278  =   0.99959164
 JL0837!UTM  13      -   0.99961885  x   1.00033380  =   0.99995252
 JL0837
 JL0837|---------------------------------------------------------------------|
 JL0837| PID    Reference Object                     Distance      Geod. Az  |
 JL0837|                                                           dddmmss.s |
 JL0837| CM7615 MCKENZIE RM 1                         6.003 METERS 00756     |
 JL0837| CM7614 MCKENZIE AZ MK                                     2243201.8 |
 JL0837| CM7616 MCKENZIE RM 2                         8.060 METERS 22726     |
 JL0837|---------------------------------------------------------------------|
 JL0837
 JL0837                          SUPERSEDED SURVEY CONTROL
 JL0837
 JL0837  NAD 83(1986)-  38 15 31.13629(N)    107 47 22.79414(W) AD(       ) 1
 JL0837  NAD 27      -  38 15 31.17700(N)    107 47 20.58300(W) AD(       ) 1
 JL0837  NGVD 29 (07/19/86) 2444.7    (m)         8021.     (f) VERT ANG       
 JL0837
 JL0837.Superseded values are not recommended for survey control.
 JL0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0837.See file dsdata.txt to determine how the superseded data were derived.
 JL0837
 JL0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC5591538195(NAD 83)
 JL0837_MARKER: DS = TRIANGULATION STATION DISK
 JL0837_SETTING: 66 = SET IN ROCK OUTCROP
 JL0837_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 JL0837
 JL0837  HISTORY     - Date     Condition        Report By
 JL0837  HISTORY     - 1937     MONUMENTED       CGS
 JL0837  HISTORY     - 1958     GOOD             CGS
 JL0837  HISTORY     - 1969     GOOD             USFS
 JL0837  HISTORY     - 1981     GOOD             BLM
 JL0837
 JL0837                          STATION DESCRIPTION
 JL0837
 JL0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 JL0837'THIS STATION IS ABOUT 5 MILES S OF COLONA AND ABOUT 1.5 MILES
 JL0837'W OF THE UNCOMPAHGRE RIVER, ON THE SE AND HIGHEST POINT
 JL0837'OF MC KENZIE BUTTE, A PROMINENT TIMBERED BUTTE AT THE SE END
 JL0837'OF A LONE TIMBERED RIDGE.  IT IS THE HIGHEST HILL IN THE VICINITY
 JL0837'AND IS VISIBLE FROM MONTROSE AND COLONA.
 JL0837'
 JL0837'STATION MARK IS A STANDARD DISK SET IN CONCRETE IN A DEPRESSION
 JL0837'IN OUTCROPPING BEDROCK.
 JL0837'
 JL0837'REFERENCE MARKS ARE STANDARD BRONZE DISKS WEDGED IN DRILL
 JL0837'HOLES IN OUTCROPPING BEDROCK.
 JL0837'
 JL0837'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 JL0837'
 JL0837'TO REACH FROM MONTROSE GO S ON U.S. HIGHWAY 50 FOR 12 MILES
 JL0837'TO THE COLONA POST OFFICE.  HERE GO S ON A GRADED ROAD, PASSING
 JL0837'TO THE RIGHT OF A STUCCO SCHOOLHOUSE, AND SW ON THE MAIN-TRAVELED
 JL0837'GRADED ROAD 0.9 MILE TO A FORK.  TAKE LEFT FORK AND FOLLOW
 JL0837'MAIN-TRAVELED ROAD GENERALLY SOUTHWARD UP A CANYON AND OUT
 JL0837'ONTO A FLAT, 2.8 MILES.  HERE TURN RIGHT OPPOSITE A POTATO
 JL0837'CELLAR AND GO W ABOUT 0.5 MILE AND S AGAIN A TOTAL OF 2.8
 JL0837'MILES.  TURN LEFT AND GO E 0.5 MILE TO A TURN RIGHT, AND A
 JL0837'LARGE BOARD GATE STRAIGHT AHEAD.  FROM HERE THE AZIMUTH MARK
 JL0837'IS 0.5 MILE S AND THEN 0.5 MILE E ON THE GRADED ROAD IN A
 JL0837'FENCE CORNER ABOUT 1-1/2 FEET FROM EACH FENCE LINE.  TO
 JL0837'REACH THE STATION FROM THE BOARD GATE, GO THROUGH THE GATE
 JL0837'AND FOLLOW FARM ROAD 0.3 MILE TO THE MC LAUGHLIN RANCH HOUSE.
 JL0837'PASS TO THE LEFT OF THE HOUSE AND CONTINUE E PASSING TO THE
 JL0837'RIGHT OF A SMALL HEN HOUSE, AND THEN GO NE ON LOG ROAD 0.5
 JL0837'MILE TO A FORK AND END OF TRUCK TRAVEL.  THE STATION IS
 JL0837'ABOUT 0.5 MILE NE OF THIS POINT.  PACK TO THE TOP OF THE
 JL0837'RIDGE AND THEN GO RIGHT ALONG THE TOP TO THE HIGHEST POINT
 JL0837'AND STATION SITE.  TIME OF PACK IS 1/2 HOUR.
 JL0837
 JL0837                          STATION RECOVERY (1958)
 JL0837
 JL0837'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (OSR)
 JL0837'ALL MARKS RECOVERED AND FOUND IN GOOD CONDITION.  DUE TO
 JL0837'ROAD CHANGES A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 JL0837'
 JL0837'THE STATION IS LOCATED ABOUT 15 MILES SOUTH AND 4 MILES EAST
 JL0837'OF MONTROSE, 7-1/2 MILES NORTH AND 1-1/2 MILES WEST OF RIDGWAY,
 JL0837'4-3/4 MILES SOUTH OF COLONA, 2 MILES WEST OF U.S. HIGHWAY
 JL0837'550, ON THE HIGHEST POINT AND AT THE SOUTHEAST END OF A LONE
 JL0837'TIMBERED RIDGE WHICH IS THE HIGHEST POINT IN THE IMMEDIATE
 JL0837'VICINITY, ON MC KENZIE BUTTE.
 JL0837'
 JL0837'TO REACH FROM THE POST OFFICE IN COLONA, ABOUT 12 MILES SOUTH
 JL0837'OF MONTROSE, GO SOUTH FOR 1 BLOCK TO A T-INTERSECTION.  TURN
 JL0837'RIGHT AND GO WEST AND SOUTHWEST ON A GRAVEL ROAD FOR 0.75 MILE
 JL0837'TO A FORK.  TAKE LEFT FORK AND CONTINUE SOUTH ON MAIN TRAVELED
 JL0837'ROAD FOR 2.9 MILES TO A CROSSROAD.  CONTINUE STRAIGHT AHEAD,
 JL0837'SOUTH, FOR 2.25 MILES TO A SIDE ROAD LEFT.  TURN LEFT AND
 JL0837'FOLLOW DIRT ROAD EAST FOR 0.5 MILE TO A BOARD GATE.  (TO REACH
 JL0837'AZIMUTH MARK FROM HERE, TURN RIGHT, SOUTH, FOR 0.45 MILE TO
 JL0837'A LEFT CURVE.  TURN LEFT, EAST, FOR 0.5 MILE TO A BOARD
 JL0837'GATE AND MARK ON LEFT.) PASS THROUGH GATE AND CONTINUE
 JL0837'EAST FOR 0.2 MILE ON TRACK ROAD TO A RIGHT CURVE.  CONTINUE
 JL0837'STRAIGHT AHEAD AND FOLLOW DIM TRACK ROAD EASTERLY FOR 0.3
 JL0837'MILE TO A WIRE GATE.  PASS THROUGH GATE AND CONTINUE
 JL0837'NORTHEAST ON TRACK ROAD FOR 0.15 MILE TO A FORK.  TAKE RIGHT
 JL0837'FORK AND FOLLOW TRACK ROAD EASTERLY FOR 0.4 MILE TO ETT AT
 JL0837'THE NORTH BASE OF HILL.  PACK SOUTHEAST FOR ABOUT 20
 JL0837'MINUTES TO HIGHEST POINT OF HILL AND STATION.
 JL0837'
 JL0837'STATION MARK IS A STANDARD DISK, STAMPED MC KENZIE 1937.  IT
 JL0837'IS CEMENTED IN A DRILL HOLE IN FLUSH BEDROCK.
 JL0837'
 JL0837'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MC KENZIE NO 1
 JL0837'1937.  IT IS CEMENTED IN A DRILL HOLE IN FLUSH BEDROCK WHICH
 JL0837'IS ABOUT 3 FEET LOWER THAN THE STATION.
 JL0837'
 JL0837'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MC KENZIE NO 2 1937.
 JL0837'IT IS CEMENTED IN A DRILL HOLE IN FLUSH BEDROCK WHICH IS ABOUT 5
 JL0837'FEET LOWER THAN THE STATION.
 JL0837'
 JL0837'AZIMUTH MARK IS A STANDARD DISK, STAMPED MC KENZIE 1937.  IT
 JL0837'IS SET IN THE TOP OF AN 8 INCH, SQUARE, CONCRETE POST WHICH
 JL0837'PROJECTS 6 INCHES.  IT IS 16 FEET NORTH OF THE ROAD CENTER, 17
 JL0837'FEET WEST OF A NORTH-SOUTH PROPERTY FENCELINE, 18.4 FEET
 JL0837'WEST-NORTHWEST OF THE NORTH GATEPOST OF A GATE IN THE NORTH-SOUTH
 JL0837'FENCELINE, AND 2 FEET SOUTH OF AN EAST-WEST PROPERTY FENCELINE.
 JL0837'A 4 IN X 4 IN WHITE WITNESS POST WAS SET 2 FEET WEST OF THE
 JL0837'MARK.
 JL0837
 JL0837                          STATION RECOVERY (1969)
 JL0837
 JL0837'RECOVERY NOTE BY US FOREST SERVICE 1969 (AWH)
 JL0837'TO REACH FROM POST OFFICE (NOW DEFUNCT) IN COLONA, ABOUT 12 MI. S.
 JL0837'OF MONTROSE, GO S. FOR 1 BLOCK TO T-INTERSECTION.  TURN RIGHT AND
 JL0837'GO W. AND SW. ON A GRAVEL RD. FOR 0.75 MI. TO A FORK.  TAKE LEFT
 JL0837'FORK AND CONTINUE S. ON MAIN TRAVELED RD. FOR 2.9 MI. TO A CROSSROAD.
 JL0837'CONTINUE STRAIGHT AHEAD (S.) FOR 2.25 MI. TO A SIDE RD. LEFT.  TURN
 JL0837'LEFT AND FOLLOW DIRT RD. E. FOR 0.5 MI. TO A BOARD GATE, TURN S. 0.5
 JL0837'MI. AND THEN E. 0.5 MI., 0.15 MI. TO A RD. RIGHT AT THE HARVEY
 JL0837'THAYER RANCH.  CONTINUE E. 0.35 MI. TO A CROSSROADS.  AZIMUTH MARK
 JL0837'WAS FOUND UPROOTED AND DESTROYED.  AT CROSSROADS TURN LEFT AND
 JL0837'PROCEED N. 0.2 MI. PASSING OVER A CATTLEGUARD AT BOUNDARY OF PUBLIC
 JL0837'LAND.  CONTINUE N. AND E. 0.5 MI. TO A TRACK RD. ON RIGHT.  TAKE THE
 JL0837'RIGHT AND PROCEED S. AND E. (4-WHEEL DRIVE) 0.4 MI. TO END OF TRUCK
 JL0837'TRAVEL.  PACK SSE. ABOUT 15 MINUTES TO HIGHEST POINT OF HILL AND THE
 JL0837'STATION.
 JL0837'
 JL0837'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---MCKENZIE 1937---,
 JL0837'CEMENTED IN DRILL HOLE, FLUSH IN BEDROCK.
 JL0837'
 JL0837'REFERENCE MARKS--NONE.
 JL0837
 JL0837                          STATION RECOVERY (1981)
 JL0837
 JL0837'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 1981 (JF)
 JL0837'MC KENZIE 1937 RECOVERED GOOD.
 JL0837'
 JL0837'REF. MARK 1 RECOVERED - OK.
 JL0837'
 JL0837'REF. MARK 2 RECOVERED - OK.
 JL0837'
 JL0837'AZIMUTH MARK NOT RECOVERED.  POSSIBLY DESTROYED BY ROAD
 JL0837'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1399 ***********************************************************************
 JK1399  DESIGNATION -  MCKENZIE
 JK1399  PID         -  JK1399
 JK1399  STATE/COUNTY-  CO/CUSTER
 JK1399  USGS QUAD   -  HARDSCRABBLE MOUNTAIN (1994)
 JK1399
 JK1399                         *CURRENT SURVEY CONTROL
 JK1399  ___________________________________________________________________
 JK1399* NAD 83(1992)-  38 09 46.33898(N)    105 11 23.97439(W)     ADJUSTED  
 JK1399* NAVD 88     -      2550.5    (meters)    8368.     (feet)  GPS OBS   
 JK1399  ___________________________________________________________________
 JK1399  X           -  -1,316,200.880 (meters)                     COMP
 JK1399  Y           -  -4,847,770.285 (meters)                     COMP
 JK1399  Z           -   3,921,240.489 (meters)                     COMP
 JK1399  LAPLACE CORR-         -11.06  (seconds)                    DEFLEC99
 JK1399  ELLIP HEIGHT-        2534.94  (meters)          (12/03/02) GPS OBS
 JK1399  GEOID HEIGHT-         -15.44  (meters)                     GEOID03
 JK1399
 JK1399  HORZ ORDER  -  FIRST
 JK1399  ELLP ORDER  -  FOURTH    CLASS II
 JK1399
 JK1399.The horizontal coordinates were established by GPS observations
 JK1399.and adjusted by the National Geodetic Survey in August 1994..
 JK1399
 JK1399.The orthometric height was determined by GPS observations and a
 JK1399.high-resolution geoid model.
 JK1399
 JK1399.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1399
 JK1399.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1399
 JK1399.The ellipsoidal height was determined by GPS observations
 JK1399.and is referenced to NAD 83.
 JK1399
 JK1399.The geoid height was determined by GEOID03.
 JK1399
 JK1399;                    North         East     Units Scale Factor Converg.
 JK1399;SPC CO S     -   470,902.731   941,569.098   MT  0.99996181   +0 11 24.5
 JK1399;SPC CO S     - 1,544,953.38  3,089,131.28   sFT  0.99996181   +0 11 24.5
 JK1399;UTM  13      - 4,223,903.302   483,356.085   MT  0.99960341   -0 07 02.6
 JK1399
 JK1399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1399!SPC CO S     -   0.99960240  x   0.99996181  =   0.99956422
 JK1399!UTM  13      -   0.99960240  x   0.99960341  =   0.99920597
 JK1399
 JK1399                          SUPERSEDED SURVEY CONTROL
 JK1399
 JK1399  ELLIP H (08/30/94) 2534.95   (m)                       GP(       ) 4 1
 JK1399
 JK1399.Superseded values are not recommended for survey control.
 JK1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1399.See file dsdata.txt to determine how the superseded data were derived.
 JK1399
 JK1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC8335623903(NAD 83)
 JK1399_MARKER: DH = HORIZONTAL CONTROL DISK
 JK1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1399_SP_SET: CONCRETE POST
 JK1399_STAMPING: MCKENZIE 1993
 JK1399_MARK LOGO: NGS   
 JK1399_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK1399+STABILITY: SURFACE MOTION
 JK1399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1399+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JK1399
 JK1399  HISTORY     - Date     Condition        Report By
 JK1399  HISTORY     - 1993     MONUMENTED       CODOT
 JK1399
 JK1399                          STATION DESCRIPTION
 JK1399
 JK1399'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1993
 JK1399'STATION IS LOCATED ABOUT 10 MI (16.1 KM) SOUTHWEST OF WETMORE AND 14
 JK1399'MI (22.5 KM) NORTHWEST OF BEULAH IN SEC 3, T 22 S, R 70 W OF THE 6TH
 JK1399'PM. OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION RIGHT OF WAY
 JK1399'TO REACH THE STATION FROM THE INTERSECTION OF S.H. 67 AND S.H.96 IN
 JK1399'WETMORE, PROCEED WEST ON S.H.96 FOR 9.6 MI (15.4 KM) TO THE JUNCTION
 JK1399'OF S.H. 165 AND S.H. 96, PROCEED SOUTH FOR 0.1 MI (0.2 KM) TO STATION
 JK1399'ON THE LEFT AT MILEPOST 0.1.
 JK1399'STATION MARK IS AN NGS BRASS HORIZONTAL CONTROL DISK SET INTO A
 JK1399'CONCRETE POST SET FLUSH WITH THE GROUND 21.6 M (70.9 FT) SOUTH OF
 JK1399'CENTERLINE, 17.45 M (57.25 FT) SOUTH OF EDGE OF OIL OF S.H.165, 12.9
 JK1399'M (42.3 FT) NORTH OF A FENCE, 1.3 M (4.3 FT) NORTH OF A WITNESS POST
 JK1399'AND 16.1 M (52.8 FT) NORTHWEST OF A FENCEPOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB2082 ***********************************************************************
 AB2082  DESIGNATION -  MCLAURIN
 AB2082  PID         -  AB2082
 AB2082  STATE/COUNTY-  CO/EAGLE
 AB2082  USGS QUAD   -  VAIL EAST (1987)
 AB2082
 AB2082                         *CURRENT SURVEY CONTROL
 AB2082  ___________________________________________________________________
 AB2082* NAD 83(1992)-  39 37 30.43663(N)    106 16 37.48236(W)     ADJUSTED  
 AB2082* NAVD 88     -      2669.9    (meters)    8759.     (feet)  GPS OBS   
 AB2082  ___________________________________________________________________
 AB2082  X           -  -1,379,384.732 (meters)                     COMP
 AB2082  Y           -  -4,724,142.782 (meters)                     COMP
 AB2082  Z           -   4,047,708.055 (meters)                     COMP
 AB2082  LAPLACE CORR-           2.60  (seconds)                    DEFLEC99
 AB2082  ELLIP HEIGHT-        2657.70  (meters)          (12/03/02) GPS OBS
 AB2082  GEOID HEIGHT-         -12.38  (meters)                     GEOID03
 AB2082
 AB2082  HORZ ORDER  -  FIRST
 AB2082  ELLP ORDER  -  FOURTH    CLASS II
 AB2082
 AB2082.The horizontal coordinates were established by GPS observations
 AB2082.and adjusted by the National Geodetic Survey in February 1996..
 AB2082
 AB2082.The orthometric height was determined by GPS observations and a
 AB2082.high-resolution geoid model.
 AB2082
 AB2082.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2082
 AB2082.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB2082
 AB2082.The ellipsoidal height was determined by GPS observations
 AB2082.and is referenced to NAD 83.
 AB2082
 AB2082.The geoid height was determined by GEOID03.
 AB2082
 AB2082;                    North         East     Units Scale Factor Converg.
 AB2082;SPC CO C     -   503,992.387   847,684.959   MT  0.99997768   -0 29 24.3
 AB2082;SPC CO C     - 1,653,515.02  2,781,113.07   sFT  0.99997768   -0 29 24.3
 AB2082;UTM  13      - 4,386,929.808   390,393.477   MT  0.99974791   -0 48 52.4
 AB2082
 AB2082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2082!SPC CO C     -   0.99958322  x   0.99997768  =   0.99956091
 AB2082!UTM  13      -   0.99958322  x   0.99974791  =   0.99933124
 AB2082
 AB2082                          SUPERSEDED SURVEY CONTROL
 AB2082
 AB2082  ELLIP H (03/05/99) 2657.43   (m)                       GP(       ) 4 2
 AB2082  ELLIP H (02/20/96) 2657.72   (m)                       GP(       ) 3 2
 AB2082  NAVD 88 (02/20/96) 2670.13   (m)         8760.3    (f) LEVELING    3  
 AB2082
 AB2082.Superseded values are not recommended for survey control.
 AB2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2082.See file dsdata.txt to determine how the superseded data were derived.
 AB2082
 AB2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD9039386930(NAD 83)
 AB2082_MARKER: DH = HORIZONTAL CONTROL DISK
 AB2082_SETTING: 80 = SET IN A BOULDER
 AB2082_STAMPING: MCLAURIN 1994
 AB2082_MARK LOGO: NGS   
 AB2082_PROJECTION: FLUSH
 AB2082_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB2082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2082+STABILITY: SURFACE MOTION
 AB2082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2082+SATELLITE: SATELLITE OBSERVATIONS - September 23, 1998
 AB2082
 AB2082  HISTORY     - Date     Condition        Report By
 AB2082  HISTORY     - 1994     MONUMENTED       NGS
 AB2082  HISTORY     - 19980923 GOOD             MSI
 AB2082
 AB2082                          STATION DESCRIPTION
 AB2082
 AB2082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RSC)
 AB2082'THE STATION IS LOCATED ABOUT 8.2 MI (13.2 KM) NORTHEAST OF RED CLIFF,
 AB2082'6.0 MI (9.7 KM) EAST-SOUTHEAST OF VAIL, 6.0 MI (9.7 KM) NORTHWEST OF
 AB2082'VAIL PASS, IN THE NORTHWEST 1/4 OF SECTION 18, T 5 S, R 79 W, AT
 AB2082'INTERSTATE 70 MILEPOST 181.95.  OWNERSHIP--COLORADO DEPT. OF
 AB2082'TRANSPORTATION RIGHT-OF-WAY.
 AB2082' 
 AB2082'TO REACH THE STATION FROM INTERSTATE 70 EXIT 180 AND THE OLD U. S.
 AB2082'HIGHWAY 6 UNDERPASS, GO SOUTH AND THEN EAST FROM THE UNDERPASS ON OLD
 AB2082'U. S. HIGHWAY 6 FOR 2.15 MI (3.46 KM) TO AN UNDERPASS FOR THE
 AB2082'INTERSTATE. CONTINUE AHEAD ON OLD U. S. HIGHWAY 6, NORTHEASTERLY, FOR
 AB2082'0.4 MI (0.6 KM) TO A GATE ON THE RIGHT.  TURN RIGHT, SOUTHWEST, FOR
 AB2082'0.1 MI (0.2 KM) TO THE STATION ON THE WEST SIDE OF THE TRUCK ESCAPE
 AB2082'RAMP ON THE TOP OF A SMALL HILL.
 AB2082' 
 AB2082'THE MARK IS A STANDARD DISK SET IN A DRILL HOLE IN A 3.0 M (9.8 FT) BY
 AB2082'3.0 M (9.8 FT) RED SANDSTONE BOULDER.  IT IS 152 M (498.7 FT)
 AB2082'SOUTH-SOUTHWEST OF A LOCKED GATE, 52.6 M (172.6 FT) WEST OF THE TOP OF
 AB2082'THE TRUCK ESCAPE RAMP, 1.25 M (4.10 FT) SOUTH-SOUTHWEST OF A WITNESS
 AB2082'POST, ABOUT 150 M (492.1 FT) NORTH OF THE WESTBOUND LANES, ABOUT 150 M
 AB2082'(492.1 FT) ABOVE THE INTERSTATE AND ABOUT 100 M (328.1 FT) SOUTHEAST
 AB2082'OF BIG HORN CREEK.
 AB2082
 AB2082                          STATION RECOVERY (1998)
 AB2082
 AB2082'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1998 (PD)
 AB2082'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0621 ***********************************************************************
 KL0621  DESIGNATION -  MEADOW ET
 KL0621  PID         -  KL0621
 KL0621  STATE/COUNTY-  CO/EAGLE
 KL0621  USGS QUAD   -  PINEY PEAK (1987)
 KL0621
 KL0621                         *CURRENT SURVEY CONTROL
 KL0621  ___________________________________________________________________
 KL0621* NAD 83(1992)-  39 45 12.32431(N)    106 23 56.28960(W)     ADJUSTED  
 KL0621* NAVD 88     -      3436.3    (meters)   11274.     (feet)  VERTCON   
 KL0621  ___________________________________________________________________
 KL0621  LAPLACE CORR-           9.48  (seconds)                    DEFLEC99
 KL0621  GEOID HEIGHT-         -12.51  (meters)                     GEOID03
 KL0621
 KL0621  HORZ ORDER  -  THIRD
 KL0621
 KL0621.The horizontal coordinates were established by classical geodetic methods
 KL0621.and adjusted by the National Geodetic Survey in January 1993..
 KL0621
 KL0621.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0621
 KL0621.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0621
 KL0621.The geoid height was determined by GEOID03.
 KL0621
 KL0621;                    North         East     Units Scale Factor Converg.
 KL0621;SPC CO C     -   518,333.280   837,361.169   MT  1.00000068   -0 34 01.1
 KL0621;SPC CO C     - 1,700,565.10  2,747,242.44   sFT  1.00000068   -0 34 01.1
 KL0621;UTM  13      - 4,401,325.959   380,153.788   MT  0.99977683   -0 53 41.0
 KL0621
 KL0621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0621!SPC CO C     -   0.99946316  x   1.00000068  =   0.99946384
 KL0621!UTM  13      -   0.99946316  x   0.99977683  =   0.99924011
 KL0621
 KL0621:                Primary Azimuth Mark                     Grid Az
 KL0621:SPC CO C     -  BLACK ET                                 112 14 15.0
 KL0621:UTM  13      -  BLACK ET                                 112 33 54.9
 KL0621
 KL0621|---------------------------------------------------------------------|
 KL0621| PID    Reference Object                     Distance      Geod. Az  |
 KL0621|                                                           dddmmss.s |
 KL0621| KL0613 BLACK ET                            APPROX. 7.4 KM 1114013.9 |
 KL0621|---------------------------------------------------------------------|
 KL0621
 KL0621                          SUPERSEDED SURVEY CONTROL
 KL0621
 KL0621  NAD 83(1986)-  39 45 12.32032(N)    106 23 56.26662(W) AD(       ) 3
 KL0621  NAD 27      -  39 45 12.37851(N)    106 23 54.14974(W) AD(       ) 3
 KL0621  NGVD 29 (07/19/86) 3434.6    (m)        11268.     (f) VERT ANG       
 KL0621
 KL0621.Superseded values are not recommended for survey control.
 KL0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0621.See file dsdata.txt to determine how the superseded data were derived.
 KL0621
 KL0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCE8015401326(NAD 83)
 KL0621
 KL0621  HISTORY     - Date     Condition        Report By
 KL0621  HISTORY     - 1964     MONUMENTED       USGS
 KL0621  HISTORY     - 1970     GOOD             USGS
 KL0621
 KL0621                          STATION DESCRIPTION
 KL0621
 KL0621'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KL0621'LOCATED ABOUT 20.3 MI. NW. OF FRISCO AND 11.7 MI. N. OF MINTURN, ON
 KL0621'THE E. END OF A LOW RIDGE, WHICH IS CLEAR ON THE S. SIDE.  STATION
 KL0621'REACHED BY HELICOPTER.
 KL0621'
 KL0621'STATION MARK--STANDARD TABLET IN 1-IN. PIPE, PROJECTING 0.2 FT.,
 KL0621'AND STAMPED ---MEADOW-ET 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0541 ***********************************************************************
 HK0541  DESIGNATION -  MEDANO
 HK0541  PID         -  HK0541
 HK0541  STATE/COUNTY-  CO/ALAMOSA
 HK0541  USGS QUAD   -  MEDANO RANCH (1965)
 HK0541
 HK0541                         *CURRENT SURVEY CONTROL
 HK0541  ___________________________________________________________________
 HK0541* NAD 83(1992)-  37 43 05.95477(N)    105 40 32.10557(W)     ADJUSTED  
 HK0541* NAVD 88     -      2313.27   (+/-2cm)    7589.5    (feet)  VERTCON   
 HK0541  ___________________________________________________________________
 HK0541  LAPLACE CORR-           5.14  (seconds)                    DEFLEC99
 HK0541  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 HK0541
 HK0541  HORZ ORDER  -  FIRST
 HK0541  VERT ORDER  -  THIRD ? (See Below)
 HK0541
 HK0541.The horizontal coordinates were established by classical geodetic methods
 HK0541.and adjusted by the National Geodetic Survey in January 1993..
 HK0541
 HK0541.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0541.The vertical order pertains to the NGVD 29 superseded value.
 HK0541
 HK0541.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0541
 HK0541.The geoid height was determined by GEOID03.
 HK0541
 HK0541;                    North         East     Units Scale Factor Converg.
 HK0541;SPC CO S     -   421,531.570   898,921.798   MT  0.99994743   -0 06 27.7
 HK0541;SPC CO S     - 1,382,974.83  2,949,212.60   sFT  0.99994743   -0 06 27.7
 HK0541;UTM  13      - 4,174,777.632   440,458.946   MT  0.99964366   -0 24 48.0
 HK0541
 HK0541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0541!SPC CO S     -   0.99963970  x   0.99994743  =   0.99958715
 HK0541!UTM  13      -   0.99963970  x   0.99964366  =   0.99928349
 HK0541
 HK0541|---------------------------------------------------------------------|
 HK0541| PID    Reference Object                     Distance      Geod. Az  |
 HK0541|                                                           dddmmss.s |
 HK0541| CM9070 MEDANO RM 1                          39.517 METERS 04300     |
 HK0541| HK0513 MT SIERRA BLANCA                    APPROX.22.9 KM 1325737.9 |
 HK0541| CM9071 MEDANO RM 2                          31.672 METERS 16831     |
 HK0541| HK0535 ALAMOSA MUNICIPAL TANK              APPROX.32.9 KM 2113356.8 |
 HK0541| CM9067 MEDANO RM 1                          21.751 METERS 22547     |
 HK0541| CM9069 MEDANO AZ MK                                       2391655.6 |
 HK0541| CM9068 MEDANO RM 2                          14.899 METERS 29622     |
 HK0541|---------------------------------------------------------------------|
 HK0541
 HK0541                          SUPERSEDED SURVEY CONTROL
 HK0541
 HK0541  NAD 83(1986)-  37 43 05.95475(N)    105 40 32.11432(W) AD(       ) 1
 HK0541  NAD 27      -  37 43 05.95400(N)    105 40 30.05100(W) AD(       ) 1
 HK0541  NGVD 29 (07/19/86) 2312.00   (m)         7585.3    (f) LEVELING    3  
 HK0541
 HK0541.Superseded values are not recommended for survey control.
 HK0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0541.See file dsdata.txt to determine how the superseded data were derived.
 HK0541
 HK0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB4045974778(NAD 83)
 HK0541_MARKER: DD = SURVEY DISK
 HK0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0541
 HK0541  HISTORY     - Date     Condition        Report By
 HK0541  HISTORY     - 1936     MONUMENTED       USGS
 HK0541  HISTORY     - 1965     GOOD             USGS
 HK0541
 HK0541                          STATION DESCRIPTION
 HK0541
 HK0541'DESCRIBED BY US GEOLOGICAL SURVEY 1936 (JDT)
 HK0541'STATION IS ABOUT 11 MILES E BY S OF HOOPER ON MEDANO RANCH, 1/2
 HK0541'MILE NE OF RANCH HOUSE ON SANDY SAGE BRUSH HILL.  THE MARK IS
 HK0541'STANDARD U.S.G.S. TRIANGULATION DISK SET IN 8-INCH SQUARE CONCRETE
 HK0541'BLOCK AND PROJECTS 4 INCHES.
 HK0541'
 HK0541'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 HK0541'CONCRETE AS DESCRIBED.
 HK0541'
 HK0541'REFERENCE MARK NO. 1 (U.S.C. AND G.S.) IS SW OF STATION.  THE
 HK0541'MARK PROJECTS 4 INCHES.
 HK0541'
 HK0541'REFERENCE MARK NO. 2 (U.S.C. AND G.S.) IN NW OF STATION AND
 HK0541'PROJECTS 4 INCHES.
 HK0541'
 HK0541'THE DISTANCE BETWEEN THE U.S.C. AND G.S. REFERENCE MARKS IS
 HK0541'71.87 FEET.
 HK0541'
 HK0541'U.S.G.S. REFERENCE MARK NO. 1 IS NE OF STATION.  IT IS A STANDARD
 HK0541'U.S.G.S. REFERENCE MARK DISK SET IN 8-INCH SQUARE CONCRETE BLOCK,
 HK0541'AND PROJECTS 2 INCHES.
 HK0541'
 HK0541'U.S.G.S. REFERENCE MARK NO. 2 IS SSE OF STATION AND HAS SAME
 HK0541'DESCRIPTION AS U.S.G.S. REFERENCE MARK NO. 1.  THE MARK PROJECTS
 HK0541'5 INCHES, AND IS 207.96 FEET SSW OF U.S.G.S. REFERENCE MARK NO. 1
 HK0541'AND 88.70 FEET SE OF REFERENCE MARK NO. 1 (U.S.C. AND G.S.)
 HK0541'
 HK0541'THE AZIMUTH MARK IS SW OF STATION, 30 FEET N OF NE CORNER OF
 HK0541'RANCH HOUSE YARD.  15 FEET N OF CENTER LINE OF RANCH ROAD AND
 HK0541'CATTLE GUARD, 1 FOOT E OF N-S FENCE LINE, AND PROJECTS 4 INCHES.
 HK0541'
 HK0541'TO REACH STATION FROM THE STATE BANK IN HOOPER, GO N ON HIGHWAY
 HK0541'17 FOR 0.25 MILE TO T-INTERSECTION WHERE HIGHWAY 17 TURNS W.
 HK0541'TURN E (RIGHT) AND FOLLOW GRAVEL ROAD E, SE AND E AGAIN FOR 7.6
 HK0541'MILES TO A CATTLE GUARD AND RIGHT TURN IN MAIN ROAD, THENCE S
 HK0541'(RIGHT) FOR 1.0 MILE TO CURVE E.  THENCE EASTERLY FOR 3.1 MILES
 HK0541'TO CURVE S, THENCE SOUTHERLY AND EASTERLY FOR 0.85 MILE TO POINT
 HK0541'WHERE ROAD TURNS N AT W SIDE OF RANCH HOUSE.  TURN N AND FOLLOW
 HK0541'N AND E AROUND RANCH HOUSE YARD TO CATTLE GUARD AT NE CORNER
 HK0541'OF YARD.  THENCE S FOR ABOUT 50 YARDS TO SHARP TURN NE (LEFT).
 HK0541'THENCE NE TOWARDS TOP OF HILL FOR 1/2 MILE TO STATION.
 HK0541'
 HK0541'SIGNALS SHOWN FROM THE GROUND AT ZAPATA AND BASALTIC ARE VISIBLE
 HK0541'AT THE GROUND.  SIGNALS 74 FEET ABOVE ARMSTRONG AND HOOPER
 HK0541'U.S.G.S. ARE VISIBLE AT THE GROUND.
 HK0541'
 HK0541'HEIGHT OF LIGHT ABOVE STATION MARK - 2.86 METERS.
 HK0541
 HK0541                          STATION RECOVERY (1965)
 HK0541
 HK0541'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HK0541'NO TEXT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0698 ***********************************************************************
 LM0698  DESIGNATION -  MEEKER
 LM0698  PID         -  LM0698
 LM0698  STATE/COUNTY-  CO/RIO BLANCO
 LM0698  USGS QUAD   -  MEEKER (1966)
 LM0698
 LM0698                         *CURRENT SURVEY CONTROL
 LM0698  ___________________________________________________________________
 LM0698* NAD 83(1992)-  40 02 37.89787(N)    107 56 17.51034(W)     ADJUSTED  
 LM0698* NAVD 88     -      2270.3    (meters)    7448.     (feet)  VERTCON   
 LM0698  ___________________________________________________________________
 LM0698  LAPLACE CORR-           9.84  (seconds)                    DEFLEC99
 LM0698  GEOID HEIGHT-         -15.62  (meters)                     GEOID03
 LM0698
 LM0698  HORZ ORDER  -  THIRD
 LM0698
 LM0698.The horizontal coordinates were established by classical geodetic methods
 LM0698.and adjusted by the National Geodetic Survey in January 1993..
 LM0698
 LM0698.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0698
 LM0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0698
 LM0698.The geoid height was determined by GEOID03.
 LM0698
 LM0698;                    North         East     Units Scale Factor Converg.
 LM0698;SPC CO N     -   386,550.661   706,361.876   MT  0.99996333   -1 34 31.4
 LM0698;SPC CO N     - 1,268,208.29  2,317,455.59   sFT  0.99996333   -1 34 31.4
 LM0698;UTM  13      - 4,436,762.358   249,337.772   MT  1.00037356   -1 53 28.8
 LM0698;UTM  12      - 4,437,117.972   761,208.905   MT  1.00044003   +1 58 15.6
 LM0698
 LM0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0698!SPC CO N     -   0.99964641  x   0.99996333  =   0.99960976
 LM0698!UTM  13      -   0.99964641  x   1.00037356  =   1.00001984
 LM0698!UTM  12      -   0.99964641  x   1.00044003  =   1.00008629
 LM0698
 LM0698                          SUPERSEDED SURVEY CONTROL
 LM0698
 LM0698  NAD 83(1986)-  40 02 37.89210(N)    107 56 17.50381(W) AD(       ) 3
 LM0698  NGVD 29 (03/25/92) 2269.0    (m)         7444.     (f) VERT ANG       
 LM0698
 LM0698.Superseded values are not recommended for survey control.
 LM0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0698.See file dsdata.txt to determine how the superseded data were derived.
 LM0698
 LM0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE4933836762(NAD 83)
 LM0698_MARKER: DD = SURVEY DISK
 LM0698_SETTING: 0 = UNSPECIFIED SETTING
 LM0698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0698
 LM0698  HISTORY     - Date     Condition        Report By
 LM0698  HISTORY     - 1963     MONUMENTED       USGS
 LM0698  HISTORY     - 1966     GOOD             USGS
 LM0698
 LM0698                          STATION DESCRIPTION
 LM0698
 LM0698'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 LM0698'STATION LOCATED 1.9 MI. W. OF MEEKER ON TOP OF A PROMINENT HILL
 LM0698'LOCALLY KNOWN AS LOBO MOUNTAIN, 1.0 FT. NE. OF THE NE. LEG OF
 LM0698'T.V. TOWER.
 LM0698'
 LM0698'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 13 AND 64 (ABOUT 2.5 MI.
 LM0698'W. OF MEEKER), GO W. ON HIGHWAY 64 0.6 MI. TO GATE ON RIGHT, TURN
 LM0698'RIGHT, N., AND FOLLOW RD. 0.8 MI. TO FORK, TURN RIGHT AND GO E. AND
 LM0698'N. 1.5 MI. TO FORK, TURN RIGHT AND GO E. AND S. 1.5 MI. TO TOP OF
 LM0698'HILL AND T.V. TOWER AND STATION.
 LM0698'
 LM0698'STATION MARK--STANDARD TABLET SET IN CONCRETE PAD, 1 FT. NE. OF NE.
 LM0698'LEG OF 4 LEGGED STEEL TOWER, AND 1 FT. ABOVE GROUND, STAMPED
 LM0698'---MEEKER ET 1963---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5953 ***********************************************************************
 AI5953  SACS        -  This is a Secondary Airport Control Station.
 AI5953  DESIGNATION -  MEEKER CBL 1010
 AI5953  PID         -  AI5953
 AI5953  STATE/COUNTY-  CO/RIO BLANCO
 AI5953  USGS QUAD   -  MEEKER (1966)
 AI5953
 AI5953                         *CURRENT SURVEY CONTROL
 AI5953  ___________________________________________________________________
 AI5953* NAD 83(1992)-  40 03 15.57491(N)    107 52 43.02566(W)     ADJUSTED  
 AI5953* NAVD 88     -      1956.34   (meters)    6418.4    (feet)  GPS OBS   
 AI5953  ___________________________________________________________________
 AI5953  X           -  -1,501,333.563 (meters)                     COMP
 AI5953  Y           -  -4,654,155.830 (meters)                     COMP
 AI5953  Z           -   4,083,853.723 (meters)                     COMP
 AI5953  LAPLACE CORR-          10.20  (seconds)                    DEFLEC99
 AI5953  ELLIP HEIGHT-        1941.07  (meters)          (10/21/02) GPS OBS
 AI5953  GEOID HEIGHT-         -15.27  (meters)                     GEOID03
 AI5953
 AI5953  HORZ ORDER  -  FIRST
 AI5953  ELLP ORDER  -  FIFTH     CLASS I
 AI5953
 AI5953.This mark is at Meeker Airport (EEO)
 AI5953
 AI5953.The horizontal coordinates were established by GPS observations
 AI5953.and adjusted by the National Geodetic Survey in June 2000..
 AI5953
 AI5953.The orthometric height was determined by GPS observations and a
 AI5953.high-resolution geoid model.
 AI5953
 AI5953.GPS derived orthometric heights for airport stations designated as
 AI5953.PACS or SACS are published to 2 decimal places.  This maintains
 AI5953.centimeter relative accuracy between the PACS and SACS.  It does
 AI5953.not indicate centimeter accuracy relative to other marks which are
 AI5953.part of the NAVD 88 network.
 AI5953
 AI5953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5953
 AI5953.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5953
 AI5953.The ellipsoidal height was determined by GPS observations
 AI5953.and is referenced to NAD 83.
 AI5953
 AI5953.The geoid height was determined by GEOID03.
 AI5953
 AI5953;                    North         East     Units Scale Factor Converg.
 AI5953;SPC CO N     -   387,574.210   711,475.412   MT  0.99996269   -1 32 12.9
 AI5953;SPC CO N     - 1,271,566.39  2,334,232.25   sFT  0.99996269   -1 32 12.9
 AI5953;UTM  13      - 4,437,758.065   254,458.900   MT  1.00034227   -1 51 12.1
 AI5953
 AI5953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5953!SPC CO N     -   0.99969558  x   0.99996269  =   0.99965828
 AI5953!UTM  13      -   0.99969558  x   1.00034227  =   1.00003775
 AI5953
 AI5953                          SUPERSEDED SURVEY CONTROL
 AI5953
 AI5953  ELLIP H (06/30/00) 1941.10   (m)                       GP(       ) 1 1
 AI5953
 AI5953.Superseded values are not recommended for survey control.
 AI5953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5953.See file dsdata.txt to determine how the superseded data were derived.
 AI5953
 AI5953_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE5445937758(NAD 83)
 AI5953_MARKER: DQ = CALIBRATION BASE LINE DISK
 AI5953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5953_STAMPING: MEEKER 1010 M 1998
 AI5953_MARK LOGO: NGS   
 AI5953_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI5953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5953+STABILITY: SURFACE MOTION
 AI5953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5953+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AI5953
 AI5953  HISTORY     - Date     Condition        Report By
 AI5953  HISTORY     - 1998     MONUMENTED       NGS
 AI5953  HISTORY     - 19991106 GOOD             NGS
 AI5953
 AI5953                          STATION DESCRIPTION
 AI5953
 AI5953'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 AI5953'THE STATION IS LOCATED ABOUT 1.2 MI (1.9 KM) EAST OF MEEKER, 0.55 MI
 AI5953'(0.89 KM) NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 13 AND COUNTY
 AI5953'ROAD 8 AND THE MEEKER AIRPORT, IN THE SOUTHEAST 1/4 OF SECTION 13, T 1
 AI5953'N, R 94 W.  ACCESS TO THE AIRPORT IS NOT CONTROLLED.  PERMISSION TO
 AI5953'USE THIS STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER.
 AI5953'OWNERSHIP--MEEKER AIRPORT, MEEKER AIRPORT BOX A, MEEKER, CO 81641.
 AI5953'CONTACT--MR.  GARY COULTER, TELEPHONE--970-878-5045
 AI5953'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 13 AND
 AI5953'COUNTY ROAD 8, ABOUT 1.5 MI (2.4 KM) EAST OF MEEKER, GO WEST ON
 AI5953'HIGHWAY 13 FOR 0.65 MI (1.05 KM) TO A PAVED ROAD AND DIRT ROAD ON THE
 AI5953'RIGHT.  TURN SHARP RIGHT, NORTHEAST ON THE PAVED ROAD FOR 0.45 MI
 AI5953'(0.72 KM) TO THE END OF THE ROAD AND THE AIRPORT GATE ON THE RIGHT.
 AI5953'CONTACT AIRPORT OPERATIONS BEFORE GOING INTO FLIGHT OPERATIONS AREA.
 AI5953'PASS THROUGH THE GATE ON TO THE TERMINAL RAMP, GOING IN FRONT OF THE
 AI5953'HANGERS FOR 0.1 MI (0.2 KM) TO A GRAVEL ROAD, EAST OF THE WINDSOCK.
 AI5953'CONTINUE AHEAD ON THE GRAVEL AND DIRT ROAD ALONG THE SOUTHEASTERN
 AI5953'BOUNDARY FENCE FOR 0.9 MI (1.4 KM) TO THE STATION IN THE SIDE OF A CUT
 AI5953'AREA NEAR THE END OF RUNWAY 21/3
 AI5953'THE MARK IS A STANDARD CALIBRATION BASELINE DISK SET INTO THE TOP OF A
 AI5953'ROUND 55 CM CONCRETE POST 1.8 M (5.9 FT) DEEP AND FLUSH WITH THE
 AI5953'GROUND.  IT IS 90.2 M (295.9 FT) SOUTHEAST FROM THE CENTER LINE OF THE
 AI5953'RUNWAY, 38.9 M (127.6 FT) NORTHWEST FROM A WIRE FENCE, 1.1 M (3.6 FT)
 AI5953'NORTHWEST FROM A WITNESS POST AND 1.1 M (3.6 FT) SOUTHEAST FROM A
 AI5953'WITNESS POST.  THIS STATION IS DESIGNATED A SECONDARY AIRPORT CONTROL
 AI5953'STATION FOR THE ANA PROJECT.
 AI5953
 AI5953                          STATION RECOVERY (1999)
 AI5953
 AI5953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (CLN)
 AI5953'THE BASE LINE IS LOCATED ABOUT 2.41 KM (1.50 MI) EAST OF MEEKER, 0.88
 AI5953'KM (0.55 MI) NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 13 AND COUNTY
 AI5953'ROAD 8 AT THE MEEKER AIRPORT ALONG THE SOUTHEAST SIDE AND PARALLEL TO
 AI5953'THE RUNWAY.
 AI5953' 
 AI5953'THE BASE LINE IS AN NORTH-SOUTH LINE WITH THE 0-METER POINT ON THE
 AI5953'SOUTH END. IT CONSISTS OF THE 0, 150, 440, AND 1010 METER POINTS.
 AI5953'THERE IS NO 100-FOOT TAPE CALIBRATION STATION LOCATED AT THIS BASE
 AI5953'LINE.
 AI5953' 
 AI5953'TO REACH THE 0-METER POINT FROM THE JUNCTION OF STATE HIGHWAY 13 AND
 AI5953'COUNTY ROAD 8, GO WEST ON STATE HIGHWAY 13 FOR 1.05 KM (0.65 MI) TO A
 AI5953'PAVED ROAD AND A DIRT ROAD ON THE RIGHT.  TURN SHARP RIGHT ON TO THE
 AI5953'PAVED ROAD AND GO NORTHEAST FOR 0.72 KM (0.45 MI) TO THE END OF THE
 AI5953'ROAD AND THE AIRPORT GATE ON THE RIGHT.  PASS THROUGH THE GATE AND
 AI5953'ACROSS THE TARMAC IN FRONT OF THE HANGARS FOR 0.09 KM (0.15 MI) TO A
 AI5953'GRAVEL ROAD EAST OF THE WINDSOCK, CONTINUE ON THE GRAVEL AND DIRT ROAD
 AI5953'FOR 0.28 KM (0.45 MI) ALONG THE FENCE TO THE 0-METER POINT.
 AI5953' 
 AI5953'THE 1010-METER POINT IS A STANDARD NGS CALIBRATION BASE LINE DISK
 AI5953'STAMPED--MEEKER 1010 M 1998--, SET IN THE TOP OF A 55 CM (22 IN)
 AI5953'DIAMETER CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS
 AI5953'90.2 M (295.9 FT) SOUTHEAST OF THE CENTERLINE OF THE RUNWAY, 38.9 M
 AI5953'(127.9 FT) NORTHWEST OF THE WIRE FENCE, 1.1 M (3.6 FT) NORTHWEST OF A
 AI5953'WITNESS POST, AND 1.1 M (3.6 FT) SOUTHEAST OF A WITNESS POST.
 AI5953' 
 AI5953'USER NOTES- CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS.
 AI5953'ELEVATIONS ARE FOR CBL USE ONLY.
 AI5953' 
 AI5953'NOTE- THIS BASE LINE IN ON RIO COUNTY PROPERTY-- COUNTY OF RIO BLANCO,
 AI5953'C/O AIRPORT MANAGER, MR GC COULTER, COUNTY COURT HOUSE, MEEKER, CO
 AI5953'81641. PHONE 303-878-5045. CHECK WITH AIRPORT MANAGER BEFORE GOING TO
 AI5953'BASE LINE.
 AI5953' 
 AI5953'THIS BASE LINE WAS ESTABLISHED IN CONJUNCTION WITH THE COLORADO
 AI5953'DEPARTMENT OF TRANSPORTATION, THE NATIONAL GEODETIC SURVEY AND THE
 AI5953'BUREAU OF LAND MANAGEMENT.
 AI5953' 
 AI5953'FOR MORE INFORMATION PLEASE CONTACT MR JERRY JOHNSON, COLORADO
 AI5953'DEPARTMENT OF TRANSPORTATION, AT (303) 757-9265 OR MR RICHARD COHEN,
 AI5953'NATIONAL GEODETIC SURVEY, AT (303) 758-9197.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0684 ***********************************************************************
 LM0684  FBN         -  This is a Federal Base Network Control Station.
 LM0684  SACS        -  This is a Secondary Airport Control Station.
 LM0684  DESIGNATION -  MEEKPORT
 LM0684  PID         -  LM0684
 LM0684  STATE/COUNTY-  CO/RIO BLANCO
 LM0684  USGS QUAD   -  MEEKER (1966)
 LM0684
 LM0684                         *CURRENT SURVEY CONTROL
 LM0684  ___________________________________________________________________
 LM0684* NAD 83(1992)-  40 02 31.02771(N)    107 53 34.54617(W)     ADJUSTED  
 LM0684* NAVD 88     -      1936.31   (meters)    6352.7    (feet)  GPS OBS   
 LM0684  ___________________________________________________________________
 LM0684  X           -  -1,502,762.981 (meters)                     COMP
 LM0684  Y           -  -4,654,607.547 (meters)                     COMP
 LM0684  Z           -   4,082,788.639 (meters)                     COMP
 LM0684  LAPLACE CORR-           9.62  (seconds)                    DEFLEC99
 LM0684  ELLIP HEIGHT-        1920.90  (meters)          (09/24/02) GPS OBS
 LM0684  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 LM0684
 LM0684  HORZ ORDER  -  A
 LM0684  ELLP ORDER  -  THIRD     CLASS I
 LM0684
 LM0684.This mark is at Meeker Airport (EEO)
 LM0684
 LM0684.The horizontal coordinates were established by GPS observations
 LM0684.and adjusted by the National Geodetic Survey in May 1992..
 LM0684
 LM0684.The orthometric height was determined by GPS observations and a
 LM0684.high-resolution geoid model.
 LM0684
 LM0684.GPS derived orthometric heights for airport stations designated as
 LM0684.PACS or SACS are published to 2 decimal places.  This maintains
 LM0684.centimeter relative accuracy between the PACS and SACS.  It does
 LM0684.not indicate centimeter accuracy relative to other marks which are
 LM0684.part of the NAVD 88 network.
 LM0684
 LM0684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LM0684
 LM0684.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0684
 LM0684.The ellipsoidal height was determined by GPS observations
 LM0684.and is referenced to NAD 83.
 LM0684
 LM0684.The geoid height was determined by GEOID03.
 LM0684
 LM0684;                    North         East     Units Scale Factor Converg.
 LM0684;SPC CO N     -   386,233.632   710,217.704   MT  0.99996345   -1 32 46.1
 LM0684;SPC CO N     - 1,267,168.17  2,330,105.92   sFT  0.99996345   -1 32 46.1
 LM0684;UTM  13      - 4,436,423.937   253,193.328   MT  1.00034994   -1 51 43.6
 LM0684
 LM0684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0684!SPC CO N     -   0.99969874  x   0.99996345  =   0.99966221
 LM0684!UTM  13      -   0.99969874  x   1.00034994  =   1.00004858
 LM0684
 LM0684:                Primary Azimuth Mark                     Grid Az
 LM0684:SPC CO N     -  EEO A                                    047 19 28.0
 LM0684:UTM  13      -  EEO A                                    047 38 25.5
 LM0684
 LM0684|---------------------------------------------------------------------|
 LM0684| PID    Reference Object                     Distance      Geod. Az  |
 LM0684|                                                           dddmmss.s |
 LM0684| AI5952 EEO A                               APPROX. 0.5 KM 0454641.9 |
 LM0684|---------------------------------------------------------------------|
 LM0684
 LM0684                          SUPERSEDED SURVEY CONTROL
 LM0684
 LM0684  ELLIP H (05/26/92) 1920.92   (m)                       GP(       ) 1 1
 LM0684  NAD 83(1986)-  40 02 31.02459(N)    107 53 34.53382(W) AD(       ) 3
 LM0684  NAD 27      -  40 02 31.10932(N)    107 53 32.26751(W) AD(       ) 3
 LM0684  NGVD 29 (04/21/89) 1934.6    (m)         6347.     (f) GPS OBS        
 LM0684
 LM0684.Superseded values are not recommended for survey control.
 LM0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0684.See file dsdata.txt to determine how the superseded data were derived.
 LM0684
 LM0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE5319336424(NAD 83)
 LM0684_MARKER: I = METAL ROD
 LM0684_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LM0684_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LM0684_STAMPING: MEEKPORT 1988
 LM0684_MARK LOGO: NGS   
 LM0684_PROJECTION: FLUSH
 LM0684_MAGNETIC: I = MARKER IS A STEEL ROD
 LM0684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LM0684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LM0684+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2004
 LM0684_ROD/PIPE-DEPTH: 9.1  meters
 LM0684_SLEEVE-DEPTH  : 0.9 meters
 LM0684
 LM0684  HISTORY     - Date     Condition        Report By
 LM0684  HISTORY     - 1988     MONUMENTED       NGS
 LM0684  HISTORY     - 19910528 GOOD             NGS
 LM0684  HISTORY     - 19940826 GOOD             NGS
 LM0684  HISTORY     - 19950828 GOOD             NGS
 LM0684  HISTORY     - 19980112 GOOD             CODOT
 LM0684  HISTORY     - 19990517 GOOD             NGS
 LM0684  HISTORY     - 20040907 GOOD             CODH
 LM0684
 LM0684                          STATION DESCRIPTION
 LM0684
 LM0684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LM0684'THE STATION IS LOCATED ABOUT 1.93 KM (1.20 MI) EAST OF MEEKER, 0.88 KM
 LM0684'(0.55 MI) NORTHWEST OF THE JUNCTION OF HIGHWAY 13 AND COUNTY ROAD 8,
 LM0684'AT THE MEEKER AIRPORT, AT THE JUNCTION OF THE RUNWAY, IN WEST CENTRAL
 LM0684'SECTION 24, T 1 N, R 94 W.  OWNERSHIP--COUNTY OF RIO BLANCO, C/O
 LM0684'AIRPORT MANAGER, MR. G.C. COULTER, COUNTY COURTHOUSE, MEEKER,
 LM0684'COLORADO 81641.  TELEPHONE 303-878-5045.
 LM0684'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 13 AND COUNTY ROAD
 LM0684'8, ABOUT 2.41 KM (1.50 MI) EAST OF MEEKER, GO WEST ON HIGHWAY 13 FOR
 LM0684'1.05 KM (0.65 MI) TO A PAVED ROAD AND A DIRT ROAD ON THE RIGHT.  TURN
 LM0684'SHARP RIGHT, NORTHEAST, ON THE PAVED ROAD FOR 0.72 KM (0.45 MI) TO
 LM0684'THE END OF THE ROAD AND THE AIRPORT GATE ON THE RIGHT.  PASS THROUGH
 LM0684'THE GATE, AND THEN LEFT ACROSS THE TARMAC AND THE RAMP FOR 0.16 KM
 LM0684'(0.10 MI) TO THE RUNWAY AND THE STATION ON THE RIGHT.
 LM0684'THE STATION IS A PUNCH HOLE ON THE TOP OF A STAINLESS STEEL ROD THAT
 LM0684'IS---UNSTAMPED---, DRIVEN TO THE DEPTH OF 9.14 M (30.0 FT), INSIDE A
 LM0684'GREASE FILLED SLEEVE EXTENDED TO THE DEPTH OF 0.9 M (3.0 FT), ENCASED
 LM0684'IN A 5-INCH PVC PIPE WITH AN NGS LOGO CAP STAMPED---MEEKPORT 1988---,
 LM0684'FLUSH WITH THE GROUND.  THE TOP OF THE ROD IS RECESSED 12 CM BELOW
 LM0684'THE LOGO CAP.  LOCATED 23.2 M (76.1 FT) SOUTHEAST OF THE CENTERLINE
 LM0684'OF THE RUNWAY, AND 18.3 M (60.0 FT) NORTHEAST OF THE CENTERLINE OF
 LM0684'THE TAXIWAY.
 LM0684'UT-CO-WY-ID FAA AND VERNAL NCMN, JUNE 1988.
 LM0684'DESCRIBED BY STEPHEN E. RANDALL.
 LM0684
 LM0684                          STATION RECOVERY (1991)
 LM0684
 LM0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LM0684'THE STATION IS LOCATED ABOUT 1.93 KM (1.20 MI) EAST OF MEEKER, 0.88 KM
 LM0684'(0.55 MI) NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 13 AND COUNTY
 LM0684'ROAD 8, AT THE MEEKER AIRPORT, AT THE JUNCTION OF THE RUNWAY AND
 LM0684'TAXIWAY, IN THE NORTHEAST CORNER OF SECTION 24, T 1 N, R 94 W.
 LM0684'OWNERSHIP--COUNTY OF RIO BLANCO, C/O AIRPORT MANAGER, MR.
 LM0684'G.C.COULTER, COUNTY COURTHOUSE, MEEKER, CO 81641.  PHONE IS
 LM0684'303-878-5045.
 LM0684'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 13 AND COUNTY
 LM0684'ROAD 8, ABOUT 2.41 KM (1.50 MI) EAST OF MEEKER, GO WEST ON HIGHWAY 13
 LM0684'FOR 1.05 KM (0.65 MI) TO A PAVED ROAD AND A DIRT ROAD ON THE RIGHT.
 LM0684'TURN SHARP RIGHT, NORTHEAST, ON THE PAVED ROAD FOR 0.72 KM (0.45 MI)
 LM0684'TO THE END OF THE ROAD AND THE AIRPORT GATE ON THE RIGHT.  PASS
 LM0684'THROUGH THE GATE, AND THEN LEFT ACROSS THE TARMAC AND THE RAMP FOR
 LM0684'0.16 KM (0.10 MI) TO THE RUNWAY AND THE STATION ON THE RIGHT.
 LM0684'THE TOP OF THE ROD IS RECESSED 12 CM BELOW THE LOGO CAP.  LOCATED 23.2
 LM0684'M (76.1 FT) SOUTHEAST OF THE CENTERLINE OF THE RUNWAY AND 18.3 M
 LM0684'(60.0 FT) NORTHEAST OF THE CENTERLINE OF THE TAXIWAY.
 LM0684'DESCRIBED BY S.E.RANDALL.
 LM0684
 LM0684                          STATION RECOVERY (1994)
 LM0684
 LM0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 LM0684'RECOVERED AS DESCRIBED.
 LM0684
 LM0684                          STATION RECOVERY (1995)
 LM0684
 LM0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 LM0684'RECOVERED AS DESCRIBED.
 LM0684
 LM0684                          STATION RECOVERY (1998)
 LM0684
 LM0684'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (RSC)
 LM0684'RECOVERED AS DESCRIBED.
 LM0684
 LM0684                          STATION RECOVERY (1999)
 LM0684
 LM0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 LM0684'THE STATION IS LOCATED ABOUT 1.2 MI (1.9 KM) EAST OF MEEKER, 0.55 MI
 LM0684'(0.89 KM) NORTHWEST OF THE JUNCTION OF STATE HIGHWAY 13 AND COUNTY
 LM0684'ROAD 8 AND THE MEEKER AIRPORT, IN THE NORTHWEST 1/4 OF SECTION 24, T 1
 LM0684'N, R 94 W.  ACCESS TO THE AIRPORT IS NOT CONTROLLED.  PERMISSION TO
 LM0684'USE THIS STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER.
 LM0684'OWNERSHIP--MEEKER AIRPORT, MEEKER AIRPORT BOX A, MEEKER, CO 81641.
 LM0684'CONTACT--MR.  GARY COULTER, TELEPHONE--970-878-5045
 LM0684'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 13 AND
 LM0684'COUNTY ROAD 8, ABOUT 1.5 MI (2.4 KM) EAST OF MEEKER, GO WEST ON
 LM0684'HIGHWAY 13 FOR 0.65 MI (1.05 KM) TO A PAVED ROAD AND DIRT ROAD ON THE
 LM0684'RIGHT.  TURN SHARP RIGHT, NORTHEAST ON THE PAVED ROAD FOR 0.45 MI
 LM0684'(0.72 KM) TO THE END OF THE ROAD AND THE AIRPORT GATE ON THE RIGHT.
 LM0684'CONTACT THE AIRPORT OPERATIONS BEFORE GOING INTO FLIGHT OPERATIONS
 LM0684'AREA.  PASS THROUGH THE GATE AND TURN LEFT, NORTHWEST, ACROSS THE
 LM0684'TERMINAL RAMP AREA AND ON TO THE RAMP FOR 0.1 MI (0.2 KM) TO THE
 LM0684'STATION JUST BEFORE ENTERING THE RUNWAY 3/21
 LM0684'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 9.1 M (29.9 FT) LONG
 LM0684'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 0.9 M (3.0 FT)
 LM0684'LONG GREASED PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID,
 LM0684'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 23.9 M
 LM0684'(78.4 FT) NORTH FROM THE INTERSECTION OF THE RAMP CENTER LINE AND THE
 LM0684'WAIT BAR, 23.2 M (76.1 FT) SOUTHEAST FROM THE CENTER LINE OF THE
 LM0684'RUNWAY, 18.3 M (60.0 FT) NORTHEAST FROM THE CENTER LINE OF THE
 LM0684'TAXIWAY, 9.9 M (32.5 FT) SOUTHEAST FROM AN ARROW LIGHT POINTING TO THE
 LM0684'TERMINAL RAMP AND 9.8 M (32.2 FT) EAST FROM THE CENTER OF THE CURVE
 LM0684'EDGE OF PAVEMENT FROM TAXIWAY TO RUNWAY.  THIS STATION IS DESIGNATED A
 LM0684'PRIMARY AIRPORT CONTROL STATION FOR THE ANA PROJECT.
 LM0684
 LM0684                          STATION RECOVERY (2004)
 LM0684
 LM0684'RECOVERY NOTE BY COLORADO STATE DEPARTMENT OF HIGHWAYS 2004
 LM0684'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0685 ***********************************************************************
 LM0685  DESIGNATION -  MEEKPORT AZ MK
 LM0685  PID         -  LM0685
 LM0685  STATE/COUNTY-  CO/RIO BLANCO
 LM0685  USGS QUAD   -  MEEKER (1966)
 LM0685
 LM0685                         *CURRENT SURVEY CONTROL
 LM0685  ___________________________________________________________________
 LM0685* NAD 83(1992)-  40 02 42.44474(N)    107 53 22.12527(W)     ADJUSTED  
 LM0685* NAVD 88     -      1941.9    (meters)    6371.     (feet)  VERTCON   
 LM0685  ___________________________________________________________________
 LM0685  X           -  -1,502,414.466 (meters)                     COMP
 LM0685  Y           -  -4,654,486.686 (meters)                     COMP
 LM0685  Z           -   4,083,062.117 (meters)                     COMP
 LM0685  LAPLACE CORR-           9.91  (seconds)                    DEFLEC99
 LM0685  ELLIP HEIGHT-        1926.83  (meters)          (12/03/02) GPS OBS
 LM0685  GEOID HEIGHT-         -15.34  (meters)                     GEOID03
 LM0685
 LM0685  HORZ ORDER  -  THIRD
 LM0685  ELLP ORDER  -  FOURTH    CLASS II
 LM0685
 LM0685.This mark is at Meeker Airport (EEO)
 LM0685
 LM0685.The horizontal coordinates were established by GPS observations
 LM0685.and adjusted by the National Geodetic Survey in December 2002..
 LM0685
 LM0685.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0685
 LM0685.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LM0685
 LM0685.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0685
 LM0685.The ellipsoidal height was determined by GPS observations
 LM0685.and is referenced to NAD 83.
 LM0685
 LM0685.The geoid height was determined by GEOID03.
 LM0685
 LM0685;                    North         East     Units Scale Factor Converg.
 LM0685;SPC CO N     -   386,577.690   710,521.523   MT  0.99996325   -1 32 38.1
 LM0685;SPC CO N     - 1,268,296.97  2,331,102.70   sFT  0.99996325   -1 32 38.1
 LM0685;UTM  13      - 4,436,766.446   253,499.158   MT  1.00034809   -1 51 36.0
 LM0685
 LM0685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0685!SPC CO N     -   0.99969782  x   0.99996325  =   0.99966108
 LM0685!UTM  13      -   0.99969782  x   1.00034809  =   1.00004580
 LM0685
 LM0685                          SUPERSEDED SURVEY CONTROL
 LM0685
 LM0685  NAD 83(1992)-  40 02 42.44443(N)    107 53 22.12425(W) AD(       ) 3
 LM0685  ELLIP H (01/07/93) 1926.81   (m)                       GP(       ) 4 2
 LM0685  NAD 83(1986)-  40 02 42.44153(N)    107 53 22.11511(W) AD(       ) 3
 LM0685  NAD 27      -  40 02 42.52354(N)    107 53 19.84782(W) AD(       ) 3
 LM0685  NGVD 29 (04/21/89) 1940.6    (m)         6367.     (f) GPS OBS        
 LM0685
 LM0685.Superseded values are not recommended for survey control.
 LM0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0685.See file dsdata.txt to determine how the superseded data were derived.
 LM0685
 LM0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE5349936766(NAD 83)
 LM0685_MARKER: I = METAL ROD
 LM0685_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LM0685_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LM0685_STAMPING: MEEKPORT AZ MK 1988
 LM0685_MARK LOGO: NGS   
 LM0685_PROJECTION: FLUSH
 LM0685_MAGNETIC: I = MARKER IS A STEEL ROD
 LM0685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LM0685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LM0685+SATELLITE: SATELLITE OBSERVATIONS - 1988
 LM0685_ROD/PIPE-DEPTH: 9.14 meters
 LM0685_SLEEVE-DEPTH  : 0.9 meters
 LM0685
 LM0685  HISTORY     - Date     Condition        Report By
 LM0685  HISTORY     - 1988     MONUMENTED       NGS
 LM0685
 LM0685                          STATION DESCRIPTION
 LM0685
 LM0685'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LM0685'THE STATION IS LOCATED ABOUT 1.93 KM (1.20 MI) EAST OF MEEKER, 0.88 KM
 LM0685'(0.55 MI) NORTHWEST OF THE JUNCTION OF HIGHWAY 13 AND COUNTY ROAD 8,
 LM0685'AT THE MEEKER AIRPORT, IN THE NORTHWEST 1/4 SECTION 24.
 LM0685'OWNERSHIP--COUNTY OF RIO BLANCO, C/O AIRPORT MANAGER, G.C. COULTER,
 LM0685'COUNTY COURTHOUSE, MEEKER, COLORADO 81641.  TELEPHONE 303-878-5045.
 LM0685'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAY 13 AND COUNTY ROAD
 LM0685'8, ABOUT 2.41 KM (1.50 MI) EAST OF MEEKER, GO WEST ON HIGHWAY 13 FOR
 LM0685'1.05 KM (0.65 MI) TO A PAVED ROAD AND DIRT ROAD ON THE RIGHT.  TURN
 LM0685'SHARP RIGHT, NORTHEAST, ON THE PAVED ROAD FOR 0.72 KM (0.45 MI) TO
 LM0685'THE END OF THE ROAD AND THE AIRPORT ON THE RIGHT.  PASS THROUGH THE
 LM0685'GATE, AND TURN LEFT ACROSS THE TARMAC AND RAMP FOR 0.16 KM (0.10 MI)
 LM0685'TO THE RUNWAY.  TURN RIGHT, NORTHEAST, ALONG THE RUNWAY TO A SMALL
 LM0685'TURN-AROUND AND THE STATION ON THE RIGHT.
 LM0685'THE STATION IS A PUNCH HOLE ON THE TOP OF A STAINLESS STEEL ROD THAT
 LM0685'IS---UNSTAMPED---,DRIVEN TO THE DEPTH OF 9.14 M (30.0 FT), INSIDE A
 LM0685'GREASE FILLED SLEEVE EXTENDED TO THE DEPTH OF 0.9 M (3.0 FT), ENCASED
 LM0685'IN A 5-INCH PVC PIPE WITH AN NGS LOGO CAP STAMPED---MEEKPORT AZ MK
 LM0685'1988---, FLUSH WITH THE GROUND.  THE TOP OF THE ROD IS RECESSED 10 CM
 LM0685'BELOW THE LOGO CAP.  LOCATED 26.2 M (86.0 FT) SOUTHEAST OF THE
 LM0685'CENTERLINE OF THE RUNWAY, 9.8 M (32.2 FT) EAST OF THE APPROXIMATE
 LM0685'CENTER OF A SMALL PAVED TURN-AROUND, AND 1.0 M (3.3 FT) SOUTHEAST OF
 LM0685'A CONCRETE DUCT COVER.
 LM0685'UT-CO-WY-ID FAA AND VERNAL NCMN, JUNE 1988.
 LM0685'DESCRIBED BY STEPHEN E. RANDALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AH5679 ***********************************************************************
 AH5679  DESIGNATION -  MEER
 AH5679  PID         -  AH5679
 AH5679  STATE/COUNTY-  CO/SUMMIT
 AH5679  USGS QUAD   -  KEYSTONE (1987)
 AH5679
 AH5679                         *CURRENT SURVEY CONTROL
 AH5679  ___________________________________________________________________
 AH5679* NAD 83(1992)-  39 30 58.17866(N)    105 56 17.24728(W)     ADJUSTED  
 AH5679* NAVD 88     -      3027.8    (meters)    9934.     (feet)  GPS OBS   
 AH5679  ___________________________________________________________________
 AH5679  X           -  -1,353,606.176 (meters)                     COMP
 AH5679  Y           -  -4,739,898.873 (meters)                     COMP
 AH5679  Z           -   4,038,606.449 (meters)                     COMP
 AH5679  LAPLACE CORR-           5.66  (seconds)                    DEFLEC99
 AH5679  ELLIP HEIGHT-        3015.27  (meters)          (12/03/02) GPS OBS
 AH5679  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 AH5679
 AH5679  HORZ ORDER  -  FIRST
 AH5679  ELLP ORDER  -  FOURTH    CLASS II
 AH5679
 AH5679.The horizontal coordinates were established by GPS observations
 AH5679.and adjusted by the National Geodetic Survey in December 1998..
 AH5679
 AH5679.The orthometric height was determined by GPS observations and a
 AH5679.high-resolution geoid model.
 AH5679
 AH5679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH5679
 AH5679.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH5679
 AH5679.The ellipsoidal height was determined by GPS observations
 AH5679.and is referenced to NAD 83.
 AH5679
 AH5679.The geoid height was determined by GEOID03.
 AH5679
 AH5679;                    North         East     Units Scale Factor Converg.
 AH5679;SPC CO C     -   491,700.762   876,727.567   MT  0.99996210   -0 16 34.8
 AH5679;SPC CO C     - 1,613,188.25  2,876,397.03   sFT  0.99996210   -0 16 34.8
 AH5679;UTM  13      - 4,374,478.131   419,358.991   MT  0.99968006   -0 35 49.0
 AH5679
 AH5679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH5679!SPC CO C     -   0.99952717  x   0.99996210  =   0.99948929
 AH5679!UTM  13      -   0.99952717  x   0.99968006  =   0.99920738
 AH5679
 AH5679                          SUPERSEDED SURVEY CONTROL
 AH5679
 AH5679  ELLIP H (12/08/98) 3015.29   (m)                       GP(       ) 3 1
 AH5679
 AH5679.Superseded values are not recommended for survey control.
 AH5679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5679.See file dsdata.txt to determine how the superseded data were derived.
 AH5679
 AH5679_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD1935974478(NAD 83)
 AH5679_MARKER: DH = HORIZONTAL CONTROL DISK
 AH5679_SETTING: 80 = SET IN A BOULDER
 AH5679_STAMPING: MEER 1998
 AH5679_MARK LOGO: NGS   
 AH5679_PROJECTION: FLUSH
 AH5679_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH5679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5679+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AH5679
 AH5679  HISTORY     - Date     Condition        Report By
 AH5679  HISTORY     - 1998     MONUMENTED       NGS
 AH5679
 AH5679                          STATION DESCRIPTION
 AH5679
 AH5679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (RSC)
 AH5679'THE STATION WILL BE USED DURING A CHARN DENSIFICATION PROJECT  THE
 AH5679'STATION IS LOCATED APPROXIMATELY 7 MI (11.3 KM) NORTHEAST OF
 AH5679'BRECKENRIDGE IN THE NW 1/4 OF SECTION 19, T 6 S, R 76 W, 6TH P.M
 AH5679'OWNERSHIP-- ARAPAHO NATIONAL FOREST  TO REACH THE STATION FROM THE
 AH5679'JUNCTION OF SH 9 AND TIGER ROAD (SH 9 MILEPOST 90.2) , PROCEED
 AH5679'SOUTHEASTERLY ON TIGER ROAD FOR 4.0 MI (6.4 KM) TO A ROAD FORK, TAKE
 AH5679'THE RIGHT FORK (TIGER ROAD) AND PROCEED SOUTHEAST 1.6 MI (2.6 KM) TO A
 AH5679'ROAD FORK, TURN LEFT ONTO THE NORTH FORK ROAD AND PROCEED EAST 0.6 MI
 AH5679'(1.0 KM) TO A TRACK ROAD ON THE RIGHT, TURN RIGHT ON THE TRACK ROAD
 AH5679'AND PROCEED SOUTHWEST ON THE TRACK ROAD 200 FEET (61.0 M) TO THE
 AH5679'STATION ON THE RIGHT  THE STATION IS A BRASS NGS HORIZONTAL STATION
 AH5679'DISK SET IN THE TOP OF A 2.3 M (7.5 FT) BY 1.5 M (4.9 FT) GRANITE
 AH5679'BOULDER WHICH PROJECTS 0.4 M (1.3 FT) FRO THE GROUND.  IT IS 99.8 M
 AH5679'(327.4 FT) WEST OF A STEEL FOREST SERVICE GATE, 65.8 M (215.9 FT)
 AH5679'SOUTH OF THE CENTER OF THE NORTH FORK ROAD, 17.2 M (56.4 FT) NORTHWEST
 AH5679'OF THE CENTER OF THE TRACK ROAD AND 1.7 M (5.6 FT) SOUTH OF A
 AH5679'FIBERGLASS NGS WITNESS POST  DESCRIPTION BY K A WILLIAMS, CODOT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1689 ***********************************************************************
 KK1689  DESIGNATION -  MELVIN
 KK1689  PID         -  KK1689
 KK1689  STATE/COUNTY-  CO/ARAPAHOE
 KK1689  USGS QUAD   -  FITZSIMONS (1994)
 KK1689
 KK1689                         *CURRENT SURVEY CONTROL
 KK1689  ___________________________________________________________________
 KK1689* NAD 83(1992)-  39 38 25.81982(N)    104 48 39.56304(W)     ADJUSTED  
 KK1689* NAVD 88     -      1764.4    (meters)    5789.     (feet)  VERTCON   
 KK1689  ___________________________________________________________________
 KK1689  LAPLACE CORR-          -4.22  (seconds)                    DEFLEC99
 KK1689  GEOID HEIGHT-         -17.48  (meters)                     GEOID03
 KK1689
 KK1689  HORZ ORDER  -  SECOND
 KK1689
 KK1689.The horizontal coordinates were established by classical geodetic methods
 KK1689.and adjusted by the National Geodetic Survey in January 1993..
 KK1689
 KK1689.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1689
 KK1689.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1689
 KK1689.The geoid height was determined by GEOID03.
 KK1689
 KK1689;                    North         East     Units Scale Factor Converg.
 KK1689;SPC CO C     -   505,639.363   973,544.715   MT  0.99998017   +0 26 04.4
 KK1689;SPC CO C     - 1,658,918.48  3,194,037.95   sFT  0.99998017   +0 26 04.4
 KK1689;UTM  13      - 4,387,875.152   516,218.153   MT  0.99960324   +0 07 14.1
 KK1689
 KK1689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1689!SPC CO C     -   0.99972601  x   0.99998017  =   0.99970618
 KK1689!UTM  13      -   0.99972601  x   0.99960324  =   0.99932936
 KK1689
 KK1689                          SUPERSEDED SURVEY CONTROL
 KK1689
 KK1689  NAD 83(1986)-  39 38 25.81475(N)    104 48 39.56229(W) AD(       ) 2
 KK1689  NAD 27      -  39 38 25.85754(N)    104 48 37.64623(W) AD(       ) 2
 KK1689  NGVD 29 (07/19/86) 1763.5    (m)         5786.     (f) VERT ANG       
 KK1689
 KK1689.Superseded values are not recommended for survey control.
 KK1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1689.See file dsdata.txt to determine how the superseded data were derived.
 KK1689
 KK1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED1621887875(NAD 83)
 KK1689_MARKER: DB = BENCH MARK DISK
 KK1689_SETTING: 0 = UNSPECIFIED SETTING
 KK1689
 KK1689  HISTORY     - Date     Condition        Report By
 KK1689  HISTORY     - 1977     MONUMENTED       NGS
 KK1689
 KK1689                          STATION DESCRIPTION
 KK1689
 KK1689'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1689'STATION IS LOCATED IN THE SOUTHEAST EDGE OF DENVER, ABOUT
 KK1689'9 MILES SOUTH OF THE JUNCTION OF INTERSTATE
 KK1689'HIGHWAYS 70 AND 225, 6 MILES NORTHWEST OF THE JUNCTION OF
 KK1689'INTERSTATE HIGHWAY 25 AND COUNTY LINE ROAD, 1-1/2 MILES
 KK1689'EAST OF CHERRY CREEK LAKE AND ALONG THE WEST SIDE OF A
 KK1689'SERVICE ROAD LEADING TO THE EXCELSIOR YOUTH CENTER.
 KK1689'
 KK1689'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY
 KK1689'25 AND STATE HIGHWAY 88 WHICH IS ABOUT 5 MILES SOUTH OF THE
 KK1689'SOUTH EDGE OF
 KK1689'DENVER, GO EAST ON HIGHWAY 88 FOR 4.6 MILES TO THE JUNCTION OF
 KK1689'STATE HIGHWAY 83 (PARKER ROAD).  TURN LEFT AND GO NORTH ON
 KK1689'HIGHWAY 83 FOR 3.3 MILES TO A CROSS ROAD.  TURN RIGHT AND GO
 KK1689'0.95 MILE TO A SERVICE ROAD LEADING TO THE EXCELSIOR YOUTH
 KK1689'CENTER JUST BEFORE REACHING THE JUNCTION OF CHAMBERS ROAD.
 KK1689'TURN LEFT AND FOLLOW THE SERVICE ROAD FOR 0.1 MILE TO THE
 KK1689'STATION ON THE LEFT ACROSS THE ROAD FROM TRIANGULATION
 KK1689'STATION ---HOLY---.
 KK1689'
 KK1689'STATION MARK, STAMPED---MELVIN 1936---, IS A U.S. GEOLOGICAL
 KK1689'SURVEY BENCH MARK DISK SET IN AN 8-INCH SQUARE CONCRETE POST
 KK1689'WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND SURFACE.  IT IS
 KK1689'171 FEET WEST OF THE CENTER OF THE SERVICE ROAD AND 4.4 FEET
 KK1689'WEST OF A METAL WITNESS POST.
 KK1689'
 KK1689'A TRAVERSE TIE WAS MADE TO STATION---HOLY---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3560 ***********************************************************************
 AI3560  DESIGNATION -  MENDEZ
 AI3560  PID         -  AI3560
 AI3560  STATE/COUNTY-  CO/BOULDER
 AI3560  USGS QUAD   -  LONGMONT (1979)
 AI3560
 AI3560                         *CURRENT SURVEY CONTROL
 AI3560  ___________________________________________________________________
 AI3560* NAD 83(1992)-  40 09 49.14119(N)    105 05 11.75866(W)     ADJUSTED  
 AI3560* NAVD 88     -      1515.0    (meters)    4970.     (feet)  GPS OBS   
 AI3560  ___________________________________________________________________
 AI3560  X           -  -1,270,720.290 (meters)                     COMP
 AI3560  Y           -  -4,713,881.955 (meters)                     COMP
 AI3560  Z           -   4,092,855.057 (meters)                     COMP
 AI3560  LAPLACE CORR-         -12.21  (seconds)                    DEFLEC99
 AI3560  ELLIP HEIGHT-        1498.21  (meters)          (12/03/02) GPS OBS
 AI3560  GEOID HEIGHT-         -16.93  (meters)                     GEOID03
 AI3560
 AI3560  HORZ ORDER  -  FIRST
 AI3560  ELLP ORDER  -  FOURTH    CLASS II
 AI3560
 AI3560.The horizontal coordinates were established by GPS observations
 AI3560.and adjusted by the National Geodetic Survey in February 2000..
 AI3560
 AI3560.The orthometric height was determined by GPS observations and a
 AI3560.high-resolution geoid model.
 AI3560
 AI3560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3560
 AI3560.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3560
 AI3560.The ellipsoidal height was determined by GPS observations
 AI3560.and is referenced to NAD 83.
 AI3560
 AI3560.The geoid height was determined by GEOID03.
 AI3560
 AI3560;                    North         East     Units Scale Factor Converg.
 AI3560;SPC CO N     -   397,072.971   949,617.656   MT  0.99995800   +0 16 01.6
 AI3560;SPC CO N     - 1,302,730.24  3,115,537.26   sFT  0.99995800   +0 16 01.6
 AI3560;UTM  13      - 4,445,924.656   492,625.558   MT  0.99960067   -0 03 21.1
 AI3560
 AI3560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3560!SPC CO N     -   0.99976502  x   0.99995800  =   0.99972303
 AI3560!UTM  13      -   0.99976502  x   0.99960067  =   0.99936579
 AI3560
 AI3560                          SUPERSEDED SURVEY CONTROL
 AI3560
 AI3560  ELLIP H (02/17/00) 1498.18   (m)                       GP(       ) 4 2
 AI3560
 AI3560.Superseded values are not recommended for survey control.
 AI3560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3560.See file dsdata.txt to determine how the superseded data were derived.
 AI3560
 AI3560_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE9262645925(NAD 83)
 AI3560_MARKER: I = METAL ROD
 AI3560_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI3560_STAMPING: MENDEZ 1999
 AI3560_MARK LOGO: NGS   
 AI3560_PROJECTION: FLUSH
 AI3560_MAGNETIC: I = MARKER IS A STEEL ROD
 AI3560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI3560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3560+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2004
 AI3560_ROD/PIPE-DEPTH: 11.7 meters
 AI3560_SLEEVE-DEPTH  : 0.9 meters
 AI3560
 AI3560  HISTORY     - Date     Condition        Report By
 AI3560  HISTORY     - 1999     MONUMENTED       NGS
 AI3560  HISTORY     - 20030114 GOOD             NGS
 AI3560  HISTORY     - 20040224 GOOD             USPSQD
 AI3560  HISTORY     - 20060609 POOR             INDIV
 AI3560
 AI3560                          STATION DESCRIPTION
 AI3560
 AI3560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI3560'THE STATION IS LOCATED ABOUT 14 MI (22.5 KM) NORTHEAST OF BOULDER,
 AI3560'11.5 MI (18.5 KM) NORTH OF LAFAYETTE AND 1.5 MI (2.4 KM) SOUTHEAST OF
 AI3560'LONGMONT, IN THE SOUTHWEST 1/4 OF SECTION 2, T 2 N, R 69 W, AT STATE
 AI3560'HIGHWAY 119 MILEPOST 57.75.  OWNERSHIP--COLORADO DEPT.  OF
 AI3560'TRANSPORTATION RIGHT-OF-WAY
 AI3560'TO REACH THE STATION FROM THE INTERSECTION OF U.  S.  HIGHWAY 287 AND
 AI3560'STATE HIGHWAY 119 IN SOUTHERN LONGMONT, GO EAST ON STATE HIGHWAY 119
 AI3560'FOR 0.8 MI (1.3 KM) TO THE STATION ON THE RIGHT
 AI3560'THE MARK IS A PUNCH MARK, TOP CENTER ON A 11.7 M (38.4 FT) LONG
 AI3560'STAINLESS STEEL ROD DRIVEN TO REFUSAL, ENCASED IN A 0.9 M (3.0 FT)
 AI3560'LONG GREASED PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID,
 AI3560'SURROUNDED BY A CONCRETE COLLAR, FLUSH WITH THE GROUND.  IT IS 132.5 M
 AI3560'(434.7 FT) EAST FROM THE CENTERLINE OF LASHLEY STREET, 23.2 M (76.1
 AI3560'FT) SOUTH FROM THE CENTERLINE OF STATE HIGHWAY 119, 7.9 M (25.9 FT)
 AI3560'NORTH FROM AN IRRIGATION DITCH, 0.35 M (1.15 FT) NORTH FROM A WITNESS
 AI3560'POST AND RIGHT-OF-WAY FENCE AND ABOUT 1.8 M (5.9 FT) BELOW THE
 AI3560'HIGHWAY.
 AI3560
 AI3560                          STATION RECOVERY (2003)
 AI3560
 AI3560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 AI3560'ROD IS 0.5 M BELOW GROUND SURFACE AND THE FENCE HAS BEEN REMOVED.
 AI3560'LOGO CAP IS BROKEN, BUT IN PLACE.
 AI3560
 AI3560                          STATION RECOVERY (2004)
 AI3560
 AI3560'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 AI3560'RECOVERED IN GOOD CONDITION.
 AI3560
 AI3560                          STATION RECOVERY (2006)
 AI3560
 AI3560'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (CWD)
 AI3560'CONCRETE COLLAR BROKEN AND MOSTLY MISSING.  LOGO CAP MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0497 ***********************************************************************
 HM0497  DESIGNATION -  MENEFEE
 HM0497  PID         -  HM0497
 HM0497  STATE/COUNTY-  CO/MONTEZUMA
 HM0497  USGS QUAD   -  THOMPSON PARK (1963)
 HM0497
 HM0497                         *CURRENT SURVEY CONTROL
 HM0497  ___________________________________________________________________
 HM0497* NAD 83(1992)-  37 19 35.03008(N)    108 14 55.66052(W)     ADJUSTED  
 HM0497* NAVD 88     -      2691.9    (meters)    8832.     (feet)  VERTCON   
 HM0497  ___________________________________________________________________
 HM0497  LAPLACE CORR-           7.98  (seconds)                    DEFLEC99
 HM0497  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 HM0497
 HM0497  HORZ ORDER  -  FIRST
 HM0497
 HM0497.The horizontal coordinates were established by classical geodetic methods
 HM0497.and adjusted by the National Geodetic Survey in January 1993..
 HM0497
 HM0497.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0497
 HM0497.The Laplace correction was computed from DEFLEC99 derived deflections.
 HM0497
 HM0497.The geoid height was determined by GEOID03.
 HM0497
 HM0497;                    North         East     Units Scale Factor Converg.
 HM0497;SPC CO S     -   381,604.353   670,815.800   MT  0.99998441   -1 41 09.8
 HM0497;SPC CO S     - 1,251,980.28  2,200,834.84   sFT  0.99998441   -1 41 09.8
 HM0497;UTM  12      - 4,134,631.946   743,766.142   MT  1.00033203   +1 40 08.5
 HM0497
 HM0497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0497!SPC CO S     -   0.99958069  x   0.99998441  =   0.99956511
 HM0497!UTM  12      -   0.99958069  x   1.00033203  =   0.99991258
 HM0497
 HM0497:                Primary Azimuth Mark                     Grid Az
 HM0497:SPC CO S     -  MADDEN                                   065 30 20.3
 HM0497:UTM  12      -  MADDEN                                   062 09 02.0
 HM0497
 HM0497|---------------------------------------------------------------------|
 HM0497| PID    Reference Object                     Distance      Geod. Az  |
 HM0497|                                                           dddmmss.s |
 HM0497| HM0495 MADDEN                              APPROX.14.1 KM 0634910.5 |
 HM0497| CM7617 MENEFEE RM 1                         14.064 METERS 18303     |
 HM0497| CM7618 MENEFEE RM 2                         10.414 METERS 28029     |
 HM0497|---------------------------------------------------------------------|
 HM0497
 HM0497                          SUPERSEDED SURVEY CONTROL
 HM0497
 HM0497  NAD 83(1986)-  37 19 35.02372(N)    108 14 55.66881(W) AD(       ) 1
 HM0497  NAD 27      -  37 19 35.03700(N)    108 14 53.38000(W) AD(       ) 1
 HM0497  NGVD 29 (12/04/91) 2690.6    (m)         8827.     (f) VERT ANG       
 HM0497
 HM0497.Superseded values are not recommended for survey control.
 HM0497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0497.See file dsdata.txt to determine how the superseded data were derived.
 HM0497
 HM0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG4376634632(NAD 83)
 HM0497_MARKER: DS = TRIANGULATION STATION DISK
 HM0497_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 HM0497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0497
 HM0497  HISTORY     - Date     Condition        Report By
 HM0497  HISTORY     - 1936     MONUMENTED       CGS
 HM0497  HISTORY     - 1965     GOOD             USGS
 HM0497
 HM0497                          STATION DESCRIPTION
 HM0497
 HM0497'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (CP)
 HM0497'STATION IS LOCATED 3 MILES SE OF MANCOS, 18 MILES S BY E OF CORTEZ,
 HM0497'19 MILES WNW OF DURANGO, AIR LINE DISTANCES, JUST W OF THE NE
 HM0497'CORNER OF T 35 N, R 13 W, ON THE HIGHEST POINT OF MENEFEE MOUNT.
 HM0497'
 HM0497'SURFACE AND REFERENCE MARKS ARE STANDARD TABLETS SET IN CONCRETE,
 HM0497'IN 4-INCH CAST IRON SOIL PIPE.
 HM0497'UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE.
 HM0497'IN NOTE 7A.
 HM0497'
 HM0497'REACHED FROM MANCOS BY GOING S ON U.S. HIGHWAY 160 TO S EDGE OF
 HM0497'TOWN AND TURN LEFT, (E) CONTINUE ON U.S. HIGHWAY 160 1.2 MILES
 HM0497'AND TURN RIGHT ON DIRT ROAD, GO 0.3 MILE AND TAKE RIGHT FORK,
 HM0497'GO 0.25 MILE AND PASS THROUGH GATE, GO 2.5 MILES ON MAIN-TRAVELED
 HM0497'ROAD UP MOUNTAIN SIDE TO COAL MINE AND END OF
 HM0497'TRUCK TRAVEL.  STATION IS ON HIGH POINT 1/4 MILE TO E OF HERE.
 HM0497'FOLLOW SHEEP TRAILS NE TO TOP OF RIDGE, THEN SE ALONG RIDGE
 HM0497'TO HIGHEST POINT AND STATION.  ABOUT A 15-MINUTE PACK.
 HM0497
 HM0497                          STATION RECOVERY (1965)
 HM0497
 HM0497'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 HM0497'RECOVERED BY USGS IN 1965.
 HM0497'
 HM0497'STATION MARK--STANDARD USC AND GS DISK SET IN CONCRETE IN 4 IN. CAST
 HM0497'IRON SOIL PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0573 ***********************************************************************
 LK0573  DESIGNATION -  MERIDIAN
 LK0573  PID         -  LK0573
 LK0573  STATE/COUNTY-  CO/WASHINGTON
 LK0573  USGS QUAD   -  LONE STAR (1972)
 LK0573
 LK0573                         *CURRENT SURVEY CONTROL
 LK0573  ___________________________________________________________________
 LK0573* NAD 83(1992)-  40 17 31.65872(N)    102 47 36.35264(W)     ADJUSTED  
 LK0573* NAVD 88     -      1274.     (meters)    4180.     (feet)  SCALED    
 LK0573  ___________________________________________________________________
 LK0573  LAPLACE CORR-          -4.25  (seconds)                    DEFLEC99
 LK0573  GEOID HEIGHT-         -20.79  (meters)                     GEOID03
 LK0573
 LK0573  HORZ ORDER  -  FIRST
 LK0573
 LK0573.The horizontal coordinates were established by classical geodetic methods
 LK0573.and adjusted by the National Geodetic Survey in January 1993..
 LK0573
 LK0573.The orthometric height was scaled from a topographic map.
 LK0573
 LK0573.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0573
 LK0573.The geoid height was determined by GEOID03.
 LK0573
 LK0573;                    North         East     Units Scale Factor Converg.
 LK0573;SPC CO N     -   414,767.976 1,144,492.650   MT  0.99995711   +1 44 55.7
 LK0573;SPC CO N     - 1,360,784.60  3,754,889.64   sFT  0.99995711   +1 44 55.7
 LK0573;UTM  13      - 4,462,517.484   687,554.631   MT  1.00003304   +1 25 38.5
 LK0573
 LK0573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0573!SPC CO N     -   0.99980351  x   0.99995711  =   0.99976063
 LK0573!UTM  13      -   0.99980351  x   1.00003304  =   0.99983655
 LK0573
 LK0573:                Primary Azimuth Mark                     Grid Az
 LK0573:SPC CO N     -  MERIDIAN AZ MK                           087 41 20.8
 LK0573:UTM  13      -  MERIDIAN AZ MK                           088 00 38.0
 LK0573
 LK0573|---------------------------------------------------------------------|
 LK0573| PID    Reference Object                     Distance      Geod. Az  |
 LK0573|                                                           dddmmss.s |
 LK0573| CP7735 MERIDIAN AZ MK                                     0892616.5 |
 LK0573| LK0558 YUMA MUN WATER TANK                 APPROX.20.0 KM 1623605.0 |
 LK0573| CP7736 MERIDIAN RM 1                         5.840 METERS 16922     |
 LK0573| LK0567 HYDE MM EQUITY ELEV                 APPROX.17.7 KM 1910858.0 |
 LK0573| CP7737 MERIDIAN RM 2                        10.382 METERS 27739     |
 LK0573|---------------------------------------------------------------------|
 LK0573
 LK0573                          SUPERSEDED SURVEY CONTROL
 LK0573
 LK0573  NAD 83(1986)-  40 17 31.65518(N)    102 47 36.35057(W) AD(       ) 1
 LK0573  NAD 27      -  40 17 31.71343(N)    102 47 34.59005(W) AD(       ) 1
 LK0573
 LK0573.Superseded values are not recommended for survey control.
 LK0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0573.See file dsdata.txt to determine how the superseded data were derived.
 LK0573
 LK0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE8755562517(NAD 83)
 LK0573_MARKER: DS = TRIANGULATION STATION DISK
 LK0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0573_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LK0573
 LK0573  HISTORY     - Date     Condition        Report By
 LK0573  HISTORY     - 1969     MONUMENTED       CGS
 LK0573  HISTORY     - 1971     GOOD             USGS
 LK0573
 LK0573                          STATION DESCRIPTION
 LK0573
 LK0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JLC)
 LK0573'THE STATION IS LOCATED ON THE WASHINGTON-YUMA COUNTY LINE ROAD
 LK0573'RIGHT-OF-WAY, IN THE NORTHEAST 1/4 SEC. 25 T. 4 N., R. 49 W.,
 LK0573'13.5 MILES NORTHEAST OF OTIS, 12 MILES NORTH AND 4 MILES WEST
 LK0573'OF YUMA.
 LK0573'
 LK0573'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 34 AND
 LK0573'STATE HIGHWAY 59 IN THE SOUTH AND EASTERN EDGE OF YUMA, GO
 LK0573'NORTH ON STATE HIGHWAY 59 FOR 12.0 MILES TO A CROSSROAD.  TURN
 LK0573'LEFT AND GO WEST ON A GRAVELED ROAD FOR 3.55 MILES TO THE
 LK0573'AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON THE GRAVELED ROAD
 LK0573'FOR 0.45 MILE TO A CROSSROAD AND THE STATION IN THE SOUTHWEST
 LK0573'ANGLE OF THE CROSSROAD.
 LK0573'
 LK0573'THE STATION MARK IS A STANDARD DISK STAMPED MERIDIAN 1968, SET
 LK0573'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 LK0573'PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 46 FEET SOUTHWEST OF
 LK0573'THE CENTER OF THE CROSSROAD, 33.3 FEET EAST OF A METAL WITNESS
 LK0573'POST AND 3 FEET SOUTH OF POWER LINE POLE NUMBER A 25 4 49.
 LK0573'
 LK0573'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MERIDIAN NO 1
 LK0573'1968, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 LK0573'WHICH PROJECTS 1 INCH ABOVE THE GROUND.  IT IS 31 FEET WEST OF
 LK0573'THE CENTER OF THE GRAVELED ROAD, 22 FEET SOUTH OF THE POWER LINE
 LK0573'POLE AND 1 FOOT WEST OF A POWER LINE POLE ANCHOR CABLE.
 LK0573'
 LK0573'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MERIDIAN NO 2 1968,
 LK0573'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 LK0573'IS FLUSH WITH THE GROUND.  IT IS 34.3 FEET WEST OF THE POWER
 LK0573'LINE POLE, 30 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD AND
 LK0573'1.5 FEET SOUTHWEST OF THE METAL WITNESS POST.
 LK0573'
 LK0573'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MERIDIAN 1968, SET
 LK0573'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 LK0573'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 31 FEET SOUTH OF THE
 LK0573'CENTER OF THE GRAVELED ROAD AND 2 FEET SOUTH OF A METAL WITNESS
 LK0573'POST.
 LK0573'
 LK0573'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 LK0573
 LK0573                          STATION RECOVERY (1971)
 LK0573
 LK0573'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (HH)
 LK0573'THIS STATION WAS NOT OCCUPIED, THUS DISTANCES AND DIRECTIONS
 LK0573'TO THE REFERENCE MARKS WERE NOT REMEASURED.
 LK0573'
 LK0573'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 LK0573'USC AND GS NORTHEASTERN COLORADO UNADJUSTED FIELD DESCRIPTIONS.
 LK0573'
 LK0573'THE STATION AND REFERENCE MARKS ARE STANDARD USC AND GS BRONZE
 LK0573'DISKS, SET IN CONCRETE POSTS.
 LK0573'
 LK0573'STATION MARK--DISK PROJECTING 0.1 FEET ABOVE GROUND, STAMPED
 LK0573'MERIDIAN 1969.
 LK0573'
 LK0573'REFERENCE MARK NO. 1--DISK IS FLUSH WITH THE GROUND, AND
 LK0573'STAMPED MERIDIAN 1 1969.
 LK0573'
 LK0573'REFERENCE MARK NO. 2--DISK IS FLUSH WITH THE GROUND, AND
 LK0573'STAMPED MERIDIAN 2 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0383 ***********************************************************************
 JM0383  DESIGNATION -  MESA
 JM0383  PID         -  JM0383
 JM0383  STATE/COUNTY-  CO/MONTROSE
 JM0383  USGS QUAD   -  HOOVERS CORNER (1962)
 JM0383
 JM0383                         *CURRENT SURVEY CONTROL
 JM0383  ___________________________________________________________________
 JM0383* NAD 83(1992)-  38 30 59.16112(N)    108 01 49.18331(W)     ADJUSTED  
 JM0383* NAVD 88     -      1813.6    (meters)    5950.     (feet)  VERTCON   
 JM0383  ___________________________________________________________________
 JM0383  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 JM0383  GEOID HEIGHT-         -16.68  (meters)                     GEOID03
 JM0383
 JM0383  HORZ ORDER  -  THIRD
 JM0383
 JM0383.The horizontal coordinates were established by classical geodetic methods
 JM0383.and adjusted by the National Geodetic Survey in January 1993..
 JM0383
 JM0383.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0383
 JM0383.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0383
 JM0383.The geoid height was determined by GEOID03.
 JM0383
 JM0383;                    North         East     Units Scale Factor Converg.
 JM0383;SPC CO S     -   513,092.233   693,747.825   MT  1.00001622   -1 33 07.4
 JM0383;SPC CO S     - 1,683,370.10  2,276,070.99   sFT  1.00001622   -1 33 07.4
 JM0383;UTM  12      - 4,267,297.541   758,916.442   MT  1.00042564   +1 51 01.3
 JM0383;UTM  13      - 4,267,470.177   235,793.923   MT  1.00045973   -1 53 17.5
 JM0383
 JM0383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0383!SPC CO S     -   0.99971813  x   1.00001622  =   0.99973435
 JM0383!UTM  12      -   0.99971813  x   1.00042564  =   1.00014365
 JM0383!UTM  13      -   0.99971813  x   1.00045973  =   1.00017773
 JM0383
 JM0383:                Primary Azimuth Mark                     Grid Az
 JM0383:SPC CO S     -  BARREN                                   000 35 34.3
 JM0383:UTM  12      -  BARREN                                   357 11 25.6
 JM0383:UTM  13      -  BARREN                                   000 55 44.4
 JM0383
 JM0383|---------------------------------------------------------------------|
 JM0383| PID    Reference Object                     Distance      Geod. Az  |
 JM0383|                                                           dddmmss.s |
 JM0383| JM0384 BARREN                              APPROX. 3.5 KM 3590226.9 |
 JM0383|---------------------------------------------------------------------|
 JM0383
 JM0383                          SUPERSEDED SURVEY CONTROL
 JM0383
 JM0383  NAD 83(1986)-  38 30 59.14901(N)    108 01 49.17898(W) AD(       ) 3
 JM0383  NAD 27      -  38 30 59.18962(N)    108 01 46.93323(W) AD(       ) 3
 JM0383  NGVD 29 (07/19/86) 1812.4    (m)         5946.     (f) VERT ANG       
 JM0383
 JM0383.Superseded values are not recommended for survey control.
 JM0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0383.See file dsdata.txt to determine how the superseded data were derived.
 JM0383
 JM0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH5891667298(NAD 83)
 JM0383
 JM0383  HISTORY     - Date     Condition        Report By
 JM0383  HISTORY     - 1951     MONUMENTED       USGS
 JM0383  HISTORY     - 1966     GOOD             USGS
 JM0383
 JM0383                          STATION DESCRIPTION
 JM0383
 JM0383'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (AWH)
 JM0383'STATION IS LOCATED ABOUT 3 MI. N. AND 8 MI. (AIRLINE) W. OF MONTROSE,
 JM0383'COLORADO, IN THE NE. 1/4 OF SEC. 18, T 49 N, R 10 W.
 JM0383'
 JM0383'TO REACH FOLLOW DESCRIPTION TO STATION ---BARREN--- TO THE POINT
 JM0383'---THENCE LEFT (W.) 1.3 MI. TO CURVE N. AND DIRT T-RD. W. AT L. R.
 JM0383'COPPERS RANCH---, TURN W. ONTO DIRT RD. 0.8 MI. TO TOP OF MESA AND
 JM0383'SW. TO FENCE LINE.  CONTINUE SW. 0.1 MI. TO Y-RD., THENCE THE LEFT
 JM0383'FORK SW. 0.4 MI. TO DRAIN CROSSING.  TURN LEFT (S.) AND DRIVE CROSS
 JM0383'COUNTRY 0.2 MI. TO TOP OF E-W. RIDGE AND STATION SITE.
 JM0383'
 JM0383'STATION MARK--STANDARD TABLET, STAMPED ---MESA 1951---, CEMENTED IN
 JM0383'SOLID ROCK.
 JM0383'
 JM0383'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, STAMPED ---NO.
 JM0383'1---, CEMENTED IN SOLID ROCK, 53.40 FT. FROM STATION MARK,
 JM0383'S 36 DEG 13 MIN E.
 JM0383'
 JM0383'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, STAMPED ---NO.
 JM0383'2---, CEMENTED IN SOLID ROCK, 56.70 FT. FROM STATION MARK,
 JM0383'S 53 DEG 52 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0569 ***********************************************************************
 HM0569  DESIGNATION -  MESA
 HM0569  PID         -  HM0569
 HM0569  STATE/COUNTY-  CO/MONTEZUMA
 HM0569  USGS QUAD   -  TANNER MESA (1975)
 HM0569
 HM0569                         *CURRENT SURVEY CONTROL
 HM0569  ___________________________________________________________________
 HM0569* NAD 83(1992)-  37 02 35.12378(N)    108 38 21.06042(W)     ADJUSTED  
 HM0569* NAVD 88     -      2099.3    (meters)    6887.     (feet)  VERTCON   
 HM0569  ___________________________________________________________________
 HM0569  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 HM0569  GEOID HEIGHT-         -20.31  (meters)                     GEOID03
 HM0569
 HM0569  HORZ ORDER  -  THIRD
 HM0569
 HM0569.The horizontal coordinates were established by classical geodetic methods
 HM0569.and adjusted by the National Geodetic Survey in December 1993..
 HM0569
 HM0569.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0569
 HM0569.The Laplace correction was computed from DEFLEC99 derived deflections.
 HM0569
 HM0569.The geoid height was determined by GEOID03.
 HM0569
 HM0569;                    North         East     Units Scale Factor Converg.
 HM0569;SPC CO S     -   351,270.312   635,177.021   MT  1.00003997   -1 55 31.8
 HM0569;SPC CO S     - 1,152,459.35  2,083,909.94   sFT  1.00003997   -1 55 31.8
 HM0569;SPC NM W     -   670,566.524   758,315.751   MT  0.99997995   -0 29 07.7
 HM0569;SPC NM W     - 2,200,017.00  2,487,907.59   sFT  0.99997995   -0 29 07.7
 HM0569;UTM  12      - 4,102,259.074   709,954.019   MT  1.00014306   +1 25 21.8
 HM0569
 HM0569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0569!SPC CO S     -   0.99967385  x   1.00003997  =   0.99971381
 HM0569!SPC NM W     -   0.99967385  x   0.99997995  =   0.99965381
 HM0569!UTM  12      -   0.99967385  x   1.00014306  =   0.99981686
 HM0569
 HM0569                          SUPERSEDED SURVEY CONTROL
 HM0569
 HM0569  NAD 83(1992)-  37 02 35.12334(N)    108 38 21.06137(W) AD(       ) 3
 HM0569  NAD 83(1992)-  37 02 35.11867(N)    108 38 21.06505(W) AD(       ) 3
 HM0569  NGVD 29 (12/04/91) 2098.3    (m)         6884.     (f) VERT ANG       
 HM0569
 HM0569.Superseded values are not recommended for survey control.
 HM0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0569.See file dsdata.txt to determine how the superseded data were derived.
 HM0569
 HM0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG0995402259(NAD 83)
 HM0569_MARKER: DD = SURVEY DISK
 HM0569_SETTING: 0 = UNSPECIFIED SETTING
 HM0569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0569
 HM0569  HISTORY     - Date     Condition        Report By
 HM0569  HISTORY     - 1966     MONUMENTED       USGS
 HM0569
 HM0569                          STATION DESCRIPTION
 HM0569
 HM0569'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 HM0569'STATION IS ABOUT 21 MI. (AIRLINE) S. OF CORTEZ, COLORADO, 6 MI.
 HM0569'(AIRLINE) ENE. OF THE MANCOS RIVER TRADING POST, 0.75 MI. S. OF THE
 HM0569'MANCOS RIVER, ON THE N. END OF THE SECOND AND HIGHEST POINT OF THE
 HM0569'MESA, KNOWN LOCALLY AS TANNER MESA.  STATION WAS REACHED BY
 HM0569'HELICOPTER.
 HM0569'
 HM0569'STATION MARK--STANDARD USGS BRASS TABLET WEDGED IN A DRILL HOLE,
 HM0569'STAMPED---MESA ET 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0231 ***********************************************************************
 KM0231  DESIGNATION -  MESA CBL 0
 KM0231  PID         -  KM0231
 KM0231  STATE/COUNTY-  CO/MESA
 KM0231  USGS QUAD   -  FRUITA (1973)
 KM0231
 KM0231                         *CURRENT SURVEY CONTROL
 KM0231  ___________________________________________________________________
 KM0231* NAD 83(1986)-  39 08 41.     (N)    108 42 51.     (W)     SCALED    
 KM0231* NAVD 88     -      1376.895  (meters)    4517.36   (feet)  ADJUSTED  
 KM0231  ___________________________________________________________________
 KM0231  GEOID HEIGHT-         -17.13  (meters)                     GEOID03
 KM0231  DYNAMIC HT  -        1375.591 (meters)    4513.08  (feet)  COMP
 KM0231  MODELED GRAV-     979,632.8   (mgal)                       NAVD 88
 KM0231
 KM0231  VERT ORDER  -  FIRST     CLASS II
 KM0231
 KM0231.The horizontal coordinates were scaled from a topographic map and have
 KM0231.an estimated accuracy of +/- 6 seconds.
 KM0231
 KM0231.The orthometric height was determined by differential leveling
 KM0231.and adjusted by the National Geodetic Survey in June 1991..
 KM0231
 KM0231.The geoid height was determined by GEOID03.
 KM0231
 KM0231.The dynamic height is computed by dividing the NAVD 88
 KM0231.geopotential number by the normal gravity value computed on the
 KM0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0231.degrees latitude (g = 980.6199 gals.).
 KM0231
 KM0231.The modeled gravity was interpolated from observed gravity values.
 KM0231
 KM0231;                    North         East    Units  Estimated Accuracy
 KM0231;SPC CO C     -   455,290.      636,610.      MT  (+/- 180 meters Scaled)
 KM0231
 KM0231                          SUPERSEDED SURVEY CONTROL
 KM0231
 KM0231.No superseded survey control is available for this station.
 KM0231
 KM0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ975353(NAD 83)
 KM0231_MARKER: DQ = CALIBRATION BASE LINE DISK
 KM0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0231_SP_SET: CONCRETE POST
 KM0231_STAMPING: 0 POINT 1979
 KM0231_MARK LOGO: NGS   
 KM0231_PROJECTION: FLUSH
 KM0231_MAGNETIC: N = NO MAGNETIC MATERIAL
 KM0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0231+STABILITY: SURFACE MOTION
 KM0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KM0231+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1990
 KM0231
 KM0231  HISTORY     - Date     Condition        Report By
 KM0231  HISTORY     - 1979     MONUMENTED       CODOT
 KM0231  HISTORY     - 1984     GOOD             NGS
 KM0231  HISTORY     - 19900621 GOOD             NGS
 KM0231  HISTORY     - 19900621 GOOD             NGS
 KM0231
 KM0231                          STATION DESCRIPTION
 KM0231
 KM0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0231'10.5 KM (6.5 MI) SE FROM LOMA.
 KM0231'THE MARK IS 0.9 M BELOW THE TRACKS.
 KM0231'10.5 KM (6.5 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 50 FROM ITS
 KM0231'JUNCTION WITH STATE HIGHWAY 139 IN LOMA, 0.4 KM (0.25 MI) NORTHWEST
 KM0231'OF RAILROAD MILEPOST 459, 143.3 M (470.0 FT) SOUTHWEST OF THE
 KM0231'CENTERLINE OF THE HIGHWAY, 29.1 M (95.5 FT) SOUTHWEST OF THE NEAR
 KM0231'RAIL OF THE DENVER AND RIO GRANDE WESTERN RAILROAD, 11.1 M (36.4 FT)
 KM0231'NORTHEAST OF A FENCE, 7.9 M (25.9 FT) SOUTHWEST OF UTILITY POLE
 KM0231'NUMBER 7, AND 1.5 M (4.9 FT) NORTHEAST OF THE CENTER OF A DIRT ROAD.
 KM0231'NOTE--A CALIBRATION BASE LINE DISK.
 KM0231'THE MARK IS 3.9 METERS  S FROM  A WITNESS POST
 KM0231
 KM0231                          STATION RECOVERY (1990)
 KM0231
 KM0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 KM0231'MARK IS COMPONENT OF THE MESA CALIBRATION BASE LINE LOCATED IN THE
 KM0231'SOUTHEAST SIDE OF FRUITA, ABOUT 18.5 KM (11.50 MI) WEST OF GRAND
 KM0231'JUNCTION, IN A DIRT ROAD JUST NORTH OF THE NORTHERN RIGHT OF WAY
 KM0231'FENCE OF INTERSTATE HIGHWAY 70 IN SECTION 21 T 1 N R 2 W (FRUITA 7.5
 KM0231'MIN QUAD). OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.  NOTE -
 KM0231'COMBINATION FOR THE LOCKED GATE CAN BE OBTAINED FROM THE OFFICE OF
 KM0231'THE MESA COUNTY SURVEYOR.
 KM0231'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND 50 AND INTERSTATE
 KM0231'HIGHWAY 70 (EXIT 26) ON THE WEST SIDE OF GRAND JUNCTION, GO WEST ON U
 KM0231'.S. HIGHWAYS 6 AND 50 FOR 0.35 KM (0.22 MI) TO INTERSECTION OF 22 ROAD
 KM0231'ON THE RIGHT. CONTINUE WEST FOR 3.48 KM (2.16 MI) TO A PAVED ROAD ON
 KM0231'THE LEFT.  TURN LEFT AND GO SOUTH FOR 0.07 KM (0.04 MI) , CROSSING
 KM0231'RAILROAD TRACKS, TO A DIRT ROAD ON THE RIGHT (AN EXTENSION OF RIVER
 KM0231'ROAD).  TURN RIGHT AND GO WEST FOR 0.11 KM (0.07 MI) TO A LOCKED GATE
 KM0231'. PASS THROUGH THE LOCKED GATE AND CONTINUE WEST FOR 1.39 KM
 KM0231'(0.86 MI) TO A BRIDGE.  CROSS THE WASHED-OUT BRIDGE CAREFULLY, AND
 KM0231'CONTINUE WEST FOR 1.75 KM (1.09 MI) TO THE MARK IN THE ROAD.
 KM0231'MARK IS SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST FLUSH
 KM0231'WITH THE GROUND.  IT IS 11.1 M (36.42 FT) NORTH OF A BARDED WIRE
 KM0231'FENCE, 7.0 M (22.97 FT) NORTH OF A LARGE COTTONWOOD TREE, 4.0 M
 KM0231'(13.12 FT) SOUTHEAST OF A CARSONITE WITNESS POST, AND 1.0 M
 KM0231'(3.28 FT) NORTH OF THE CENTERLINE OF THE DIRT ROAD.
 KM0231'FOR MORE INFORMATION CONTACT THE OFFICE OF THE MESA COUNTY SURVEYOR,
 KM0231'531 WHITE AVENUE, P.O. BOX 20000-5026, GRAND JUNCTION, COLORADO
 KM0231'81502. TELEPHONE 303-244-1822.  OR CONTACT MR. RICHARD S. COHEN AT
 KM0231'NOAA, RC 325 BROADWAY, BOULDER, COLORADO 80303.  TELEPHONE
 KM0231'303-497-6530.
 KM0231
 KM0231                          STATION RECOVERY (1990)
 KM0231
 KM0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (LPB)
 KM0231'MARK IS COMPONENT OF THE MESA CALIBRATION BASE LINE LOCATED IN THE
 KM0231'SOUTHEAST SIDE OF FRUITA, ABOUT 18.5 KM (11.50 MI) WEST OF GRAND
 KM0231'JUNCTION, IN A DIRT ROAD JUST NORTH OF THE NORTHERN RIGHT OF WAY FENCE
 KM0231'OF INTERSTATE HIGHWAY 70 IN SECTION 21 T 1 N R 2 W (FRUITA 7.5 MIN
 KM0231'QUAD). OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.  NOTE -
 KM0231'COMBINATION FOR THE LOCKED GATE CAN BE OBTAINED FROM THE OFFICE OF THE
 KM0231'MESA COUNTY SURVEYOR. TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 6
 KM0231'AND 50 AND INTERSTATE HIGHWAY 70 (EXIT 26) ON THE WEST SIDE OF GRAND
 KM0231'JUNCTION, GO WEST ON U .S. HIGHWAYS 6 AND 50 FOR 0.35 KM (0.22 MI) TO
 KM0231'INTERSECTION OF 22 ROAD ON THE RIGHT. CONTINUE WEST FOR 3.48 KM (2.16
 KM0231'MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH FOR 0.07 KM
 KM0231'(0.04 MI) , CROSSING RAILROAD TRACKS, TO A DIRT ROAD ON THE RIGHT (AN
 KM0231'EXTENSION OF RIVER ROAD).  TURN RIGHT AND GO WEST FOR 0.11 KM (0.07
 KM0231'MI) TO A LOCKED GATE . PASS THROUGH THE LOCKED GATE AND CONTINUE WEST
 KM0231'FOR 1.39 KM (0.86 MI) TO A BRIDGE.  CROSS THE WASHED-OUT BRIDGE
 KM0231'CAREFULLY, AND CONTINUE WEST FOR 1.75 KM (1.09 MI) TO THE MARK IN THE
 KM0231'ROAD. MARK IS SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST
 KM0231'FLUSH WITH THE GROUND.  IT IS 11.1 M (36.42 FT) NORTH OF A BARDED WIRE
 KM0231'FENCE, 7.0 M (22.97 FT) NORTH OF A LARGE COTTONWOOD TREE, 4.0 M (13.12
 KM0231'FT) SOUTHEAST OF A CARSONITE WITNESS POST, AND 1.0 M (3.28 FT) NORTH
 KM0231'OF THE CENTERLINE OF THE DIRT ROAD. FOR MORE INFORMATION CONTACT THE
 KM0231'OFFICE OF THE MESA COUNTY SURVEYOR, 531 WHITE AVENUE, P.O. BOX
 KM0231'20000-5026, GRAND JUNCTION, COLORADO 81502. CONTACT MR. RICHARD S.
 KM0231'COHEN AT NOAA, RC 325 BROADWAY, BOULDER, COLORADO 80303.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0228 ***********************************************************************
 KM0228  DESIGNATION -  MESA CBL 1400
 KM0228  PID         -  KM0228
 KM0228  STATE/COUNTY-  CO/MESA
 KM0228  USGS QUAD   -  FRUITA (1973)
 KM0228
 KM0228                         *CURRENT SURVEY CONTROL
 KM0228  ___________________________________________________________________
 KM0228* NAD 83(1992)-  39 08 16.62559(N)    108 42 02.65585(W)     ADJUSTED  
 KM0228* NAVD 88     -      1378.360  (meters)    4522.17   (feet)  ADJUSTED  
 KM0228  ___________________________________________________________________
 KM0228  X           -  -1,588,611.499 (meters)                     COMP
 KM0228  Y           -  -4,693,151.513 (meters)                     COMP
 KM0228  Z           -   4,005,066.553 (meters)                     COMP
 KM0228  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 KM0228  ELLIP HEIGHT-        1361.24  (meters)          (10/21/02) GPS OBS
 KM0228  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 KM0228  DYNAMIC HT  -        1377.052 (meters)    4517.88  (feet)  COMP
 KM0228  MODELED GRAV-     979,631.2   (mgal)                       NAVD 88
 KM0228
 KM0228  HORZ ORDER  -  B
 KM0228  VERT ORDER  -  FIRST     CLASS II
 KM0228  ELLP ORDER  -  FOURTH    CLASS II
 KM0228
 KM0228.The horizontal coordinates were established by GPS observations
 KM0228.and adjusted by the National Geodetic Survey in May 1992..
 KM0228
 KM0228.The orthometric height was determined by differential leveling
 KM0228.and adjusted by the National Geodetic Survey in June 1991..
 KM0228
 KM0228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KM0228
 KM0228.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0228
 KM0228.The ellipsoidal height was determined by GPS observations
 KM0228.and is referenced to NAD 83.
 KM0228
 KM0228.The geoid height was determined by GEOID03.
 KM0228
 KM0228.The dynamic height is computed by dividing the NAVD 88
 KM0228.geopotential number by the normal gravity value computed on the
 KM0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0228.degrees latitude (g = 980.6199 gals.).
 KM0228
 KM0228.The modeled gravity was interpolated from observed gravity values.
 KM0228
 KM0228;                    North         East     Units Scale Factor Converg.
 KM0228;SPC CO C     -   454,496.877   637,747.564   MT  0.99993612   -2 01 07.2
 KM0228;SPC CO C     - 1,491,128.50  2,092,343.47   sFT  0.99993612   -2 01 07.2
 KM0228;UTM  12      - 4,334,602.893   698,720.918   MT  1.00008627   +1 27 06.3
 KM0228
 KM0228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0228!SPC CO C     -   0.99978648  x   0.99993612  =   0.99972261
 KM0228!UTM  12      -   0.99978648  x   1.00008627  =   0.99987273
 KM0228
 KM0228                          SUPERSEDED SURVEY CONTROL
 KM0228
 KM0228  NAD 83(1986)-  39 08 16.60689(N)    108 42 02.64246(W) AD(       ) 3
 KM0228  ELLIP H (05/26/92) 1361.26   (m)                       GP(       ) 4 1
 KM0228  NAVD 88 (05/26/92) 1378.36   (m)         4522.2    (f) LEVELING    3  
 KM0228  NGVD 29 (06/11/92) 1377.32   (m)         4518.8    (f) LEVELING    3  
 KM0228
 KM0228.Superseded values are not recommended for survey control.
 KM0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0228.See file dsdata.txt to determine how the superseded data were derived.
 KM0228
 KM0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ9872134603(NAD 83)
 KM0228_MARKER: DQ = CALIBRATION BASE LINE DISK
 KM0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0228_SP_SET: CONCRETE POST
 KM0228_STAMPING: 1400 M 1979
 KM0228_MARK LOGO: CODOT 
 KM0228_PROJECTION: FLUSH
 KM0228_MAGNETIC: N = NO MAGNETIC MATERIAL
 KM0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0228+STABILITY: SURFACE MOTION
 KM0228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KM0228+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1998
 KM0228
 KM0228  HISTORY     - Date     Condition        Report By
 KM0228  HISTORY     - 1979     MONUMENTED       CODOT
 KM0228  HISTORY     - 1984     GOOD             NGS
 KM0228  HISTORY     - 19900621 GOOD             NGS
 KM0228  HISTORY     - 19900621 GOOD             NGS
 KM0228  HISTORY     - 19910703 GOOD             NGS
 KM0228  HISTORY     - 19980108 GOOD             CODOT
 KM0228
 KM0228                          STATION DESCRIPTION
 KM0228
 KM0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0228'11.9 KM (7.4 MI) SE FROM LOMA.
 KM0228'THE MARK IS 0.9 M BELOW THE TRACKS.
 KM0228'11.9 KM (7.4 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 50 FROM ITS
 KM0228'JUNCTION WITH STATE HIGHWAY 139 IN LOMA, OR 12.6 KM (7.8 MI)
 KM0228'NORTHWESTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH U.S.
 KM0228'HIGHWAY 6 IN GRAND JUNCTION, 126.5 M (415.0 FT) SOUTHWEST OF THE
 KM0228'CENTERLINE OF THE HIGHWAY, 43.9 M (144.0 FT) SOUTHEAST OF THE CENTER
 KM0228'OF A TRACK ROAD, 30.5 M (100.1 FT) SOUTHWEST OF THE NEAR RAIL OF THE
 KM0228'DENVER AND RIO GRANDE WESTERN RAILROAD, 9.7 M (31.8 FT) EAST OF A
 KM0228'FENCE, AND 1.8 M (5.9 FT) SOUTHWEST OF THE CENTER OF A DIRT ROAD.
 KM0228'NOTE--A CALIBRATION BASE LINE DISK.
 KM0228'THE MARK IS 3.0 METERS  NE FROM  A WITNESS POST
 KM0228
 KM0228                          STATION RECOVERY (1990)
 KM0228
 KM0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 KM0228'MARK IS COMPONENT OF THE MESA CALIBRATION BASE LINE LOCATED IN THE
 KM0228'SOUTHEAST SIDE OF FRUITA, ABOUT 18.5 KM (11.50 MI) WEST OF GRAND
 KM0228'JUNCTION, IN A DIRT ROAD JUST NORTH OF THE NORTHERN RIGHT OF WAY
 KM0228'FENCE OF INTERSTATE HIGHWAY 70 IN SECTION 22 T 1 N R 2 W (FRUITA 7.5
 KM0228'MIN QUAD). OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.  NOTE -
 KM0228'COMBINATION FOR THE LOCKED GATE CAN BE OBTAINED FROM THE OFFICE OF
 KM0228'THE MESA COUNTY SURVEYOR.
 KM0228'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND 50 AND INTERSTATE
 KM0228'HIGHWAY 70 (EXIT 26) ON THE WEST SIDE OF GRAND JUNCTION, GO WEST ON U
 KM0228'.S. HIGHWAYS 6 AND 50 FOR 0.35 KM (0.22 MI) TO INTERSECTION OF 22 ROAD
 KM0228'ON THE RIGHT. CONTINUE WEST FOR 3.48 KM (2.16 MI) TO A PAVED ROAD ON
 KM0228'THE LEFT.  TURN LEFT AND GO SOUTH FOR 0.07 KM (0.04 MI) , CROSSING
 KM0228'RAILROAD TRACKS, TO A DIRT ROAD ON THE RIGHT (AN EXTENSION OF RIVER
 KM0228'ROAD).  TURN RIGHT AND GO WEST FOR 0.11 KM (0.07 MI) TO A LOCKED GATE
 KM0228'. PASS THROUGH THE LOCKED GATE AND CONTINUE WEST FOR 1.39 KM
 KM0228'(0.86 MI) TO A BRIDGE.  CROSS THE WASHED-OUT BRIDGE CAREFULLY, AND
 KM0228'CONTINUE WEST FOR 0.35 KM (0.22 MI) TO THE MARK IN THE ROAD.
 KM0228'MARK IS SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST
 KM0228'PROJECTING 2 CM (1 IN) ABOVE THE GROUND.  IT IS 30.4 M (99.74 FT)
 KM0228'SOUTH THE SOUTH RAILROAD TRACK, 15.5 M (50.85 FT) SOUTHEAST OF
 KM0228'TELEPHONE JUNCTION BOX NO. 1902, 9.8 M (32.15 FT) NORTH OF A BARDED
 KM0228'WIRE FENCE, 2.9 M (9.51 FT) NORTH OF A CARSONITE WITNESS POST, AND
 KM0228'2.0 M (6.56 FT) SOUTH OF THE CENTERLINE OF THE DIRT ROAD.
 KM0228'FOR MORE INFORMATION CONTACT THE OFFICE OF THE MESA COUNTY SURVEYOR,
 KM0228'531 WHITE AVENUE, P.O. BOX 20000-5026, GRAND JUNCTION, COLORADO
 KM0228'81502. TELEPHONE 303-244-1822.  OR CONTACT MR. RICHARD S. COHEN AT
 KM0228'NOAA, RC 325 BROADWAY, BOULDER, COLORADO 80303.  TELEPHONE
 KM0228'303-497-6530.
 KM0228
 KM0228                          STATION RECOVERY (1990)
 KM0228
 KM0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (LPB)
 KM0228'MARK IS COMPONENT OF THE MESA CALIBRATION BASE LINE LOCATED IN THE
 KM0228'SOUTHEAST SIDE OF FRUITA, ABOUT 18.5 KM (11.50 MI) WEST OF GRAND
 KM0228'JUNCTION, IN A DIRT ROAD JUST NORTH OF THE NORTHERN RIGHT OF WAY FENCE
 KM0228'OF INTERSTATE HIGHWAY 70 IN SECTION 22 T 1 N R 2 W (FRUITA 7.5 MIN
 KM0228'QUAD). OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.  NOTE -
 KM0228'COMBINATION FOR THE LOCKED GATE CAN BE OBTAINED FROM THE OFFICE OF THE
 KM0228'MESA COUNTY SURVEYOR. TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 6
 KM0228'AND 50 AND INTERSTATE HIGHWAY 70 (EXIT 26) ON THE WEST SIDE OF GRAND
 KM0228'JUNCTION, GO WEST ON U .S. HIGHWAYS 6 AND 50 FOR 0.35 KM (0.22 MI) TO
 KM0228'INTERSECTION OF 22 ROAD ON THE RIGHT. CONTINUE WEST FOR 3.48 KM (2.16
 KM0228'MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH FOR 0.07 KM
 KM0228'(0.04 MI) , CROSSING RAILROAD TRACKS, TO A DIRT ROAD ON THE RIGHT (AN
 KM0228'EXTENSION OF RIVER ROAD).  TURN RIGHT AND GO WEST FOR 0.11 KM (0.07
 KM0228'MI) TO A LOCKED GATE . PASS THROUGH THE LOCKED GATE AND CONTINUE WEST
 KM0228'FOR 1.39 KM (0.86 MI) TO A BRIDGE.  CROSS THE WASHED-OUT BRIDGE
 KM0228'CAREFULLY, AND CONTINUE WEST FOR 0.35 KM (0.22 MI) TO THE MARK IN THE
 KM0228'ROAD. MARK IS SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST
 KM0228'PROJECTING 2 CM (1 IN) ABOVE THE GROUND.  IT IS 30.4 M (99.74 FT)
 KM0228'SOUTH THE SOUTH RAILROAD TRACK, 15.5 M (50.85 FT) SOUTHEAST OF
 KM0228'TELEPHONE JUNCTION BOX NO. 1902, 9.8 M (32.15 FT) NORTH OF A BARDED
 KM0228'WIRE FENCE, 2.9 M (9.51 FT) NORTH OF A CARSONITE WITNESS POST, AND 2.0
 KM0228'M (6.56 FT) SOUTH OF THE CENTERLINE OF THE DIRT ROAD. FOR MORE
 KM0228'INFORMATION CONTACT THE OFFICE OF THE MESA COUNTY SURVEYOR, 531 WHITE
 KM0228'AVENUE, P.O. BOX 20000-5026, GRAND JUNCTION, COLORADO 81502  CONTACT
 KM0228'MR. RICHARD S. COHEN AT NOAA, RC 325 BROADWAY, BOULDER, COLORADO
 KM0228'80303.
 KM0228
 KM0228                          STATION RECOVERY (1991)
 KM0228
 KM0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KM0228'STATION IS LOCATED ABOUT 10 KM (6.2 MI) NORTHWEST OF GRAND JUNCTION,
 KM0228'3.5 KM (2.2 MI) SOUTHEAST OF FRUITA, IN A TRACK ROAD BETWEEN
 KM0228'INTERSTATE HIGHWAY 70 AND RAILROAD TRACKS, JUST SOUTHEAST OF THE
 KM0228'FRUITA CITY LINE, AT THE OLD CROSSING OF 19 ROAD, IN THE SOUTHWEST
 KM0228'1/4 OF SECTION 22, T 1 N, R 2 W.  OWNERSHIP--MESA COUNTY.
 KM0228'NOTE--LOCKED GATE ENROUTE, COMBINATION IS 1823.
 KM0228'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 70 AND US HIGHWAYS 6
 KM0228'AND 50 (EXIT 26) BETWEEN GRAND JUNCTION AND FRUITA, GO NORTHWEST ON
 KM0228'HIGHWAY 6 FOR 2.4 MI (3.9 KM) TO 20 ROAD ON THE LEFT.  TURN LEFT,
 KM0228'SOUTHWEST, ON PAVED ROAD FOR 0.05 MI (0.08 KM) TO A CROSSROAD JUST
 KM0228'BEFORE OVERPASS.  TURN RIGHT, NORTHWEST, ON TRACK ROAD, PASSING
 KM0228'THROUGH CABLE GATE, FOR 0.95 MI (1.53 KM) TO A WOODEN BRIDGE.
 KM0228'CONTINUE AHEAD FOR 0.3 MI (0.5 KM) TO THE STATION IN THE LEFT SIDE OF
 KM0228'THE ROAD.
 KM0228'STATION MARK IS SET IN THE TOP OF A 30-CM CONCRETE POST IN THE MIDDLE
 KM0228'OF AN 0.5 M (1.6 FT) CONCRETE POST PROJECTING 2 CM ABOVE GROUND.  IT
 KM0228'IS 2.5 M (8.2 FT) SOUTHWEST OF THE ROAD CENTER, 3.1 M (10.2 FT)
 KM0228'NORTHEAST OF A FIBERGLASS WITNESS POST, 9.7 M (31.8 FT) NORTHEAST OF
 KM0228'THE INTERSTATE HIGHWAY RIGHT-OF-WAY FENCE, 15.6 M (51.2 FT) SOUTH OF
 KM0228'TELEPHONE PEDESTAL 1902, 47.6 M (156.2 FT) EAST-SOUTHEAST OF A
 KM0228'THREE-WAY UTILITY POLE AND 43.2 M (141.7 FT) SOUTH-SOUTHEAST OF THE
 KM0228'SOUTHEAST END OF A RAILROAD RAIL GATE BLOCKING OLD ROAD CROSSING.
 KM0228'DESCRIBED BY G.R.HEID
 KM0228
 KM0228                          STATION RECOVERY (1998)
 KM0228
 KM0228'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (RSC)
 KM0228'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0230 ***********************************************************************
 KM0230  DESIGNATION -  MESA CBL 150
 KM0230  PID         -  KM0230
 KM0230  STATE/COUNTY-  CO/MESA
 KM0230  USGS QUAD   -  FRUITA (1973)
 KM0230
 KM0230                         *CURRENT SURVEY CONTROL
 KM0230  ___________________________________________________________________
 KM0230* NAD 83(1986)-  39 08 38.     (N)    108 42 45.     (W)     SCALED    
 KM0230* NAVD 88     -      1377.851  (meters)    4520.50   (feet)  ADJUSTED  
 KM0230  ___________________________________________________________________
 KM0230  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 KM0230  DYNAMIC HT  -        1376.546 (meters)    4516.22  (feet)  COMP
 KM0230  MODELED GRAV-     979,632.6   (mgal)                       NAVD 88
 KM0230
 KM0230  VERT ORDER  -  FIRST     CLASS II
 KM0230
 KM0230.The horizontal coordinates were scaled from a topographic map and have
 KM0230.an estimated accuracy of +/- 6 seconds.
 KM0230
 KM0230.The orthometric height was determined by differential leveling
 KM0230.and adjusted by the National Geodetic Survey in June 1991..
 KM0230
 KM0230.The geoid height was determined by GEOID03.
 KM0230
 KM0230.The dynamic height is computed by dividing the NAVD 88
 KM0230.geopotential number by the normal gravity value computed on the
 KM0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0230.degrees latitude (g = 980.6199 gals.).
 KM0230
 KM0230.The modeled gravity was interpolated from observed gravity values.
 KM0230
 KM0230;                    North         East    Units  Estimated Accuracy
 KM0230;SPC CO C     -   455,190.      636,760.      MT  (+/- 180 meters Scaled)
 KM0230
 KM0230                          SUPERSEDED SURVEY CONTROL
 KM0230
 KM0230.No superseded survey control is available for this station.
 KM0230
 KM0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ976352(NAD 83)
 KM0230_MARKER: DQ = CALIBRATION BASE LINE DISK
 KM0230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0230_SP_SET: CONCRETE POST
 KM0230_STAMPING: 150 M 1979
 KM0230_MARK LOGO: NGS   
 KM0230_PROJECTION: FLUSH
 KM0230_MAGNETIC: N = NO MAGNETIC MATERIAL
 KM0230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0230+STABILITY: SURFACE MOTION
 KM0230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KM0230+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1990
 KM0230
 KM0230  HISTORY     - Date     Condition        Report By
 KM0230  HISTORY     - 1979     MONUMENTED       CODOT
 KM0230  HISTORY     - 1984     GOOD             NGS
 KM0230  HISTORY     - 19900621 GOOD             NGS
 KM0230  HISTORY     - 19900621 GOOD             NGS
 KM0230
 KM0230                          STATION DESCRIPTION
 KM0230
 KM0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0230'10.6 KM (6.6 MI) SE FROM LOMA.
 KM0230'THE MARK IS 0.9 M BELOW THE TRACKS.
 KM0230'10.6 KM (6.6 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 50 FROM ITS
 KM0230'JUNCTION WITH STATE HIGHWAY 139 IN LOMA, 0.2 KM (0.1 MI) NORTHWEST OF
 KM0230'RAILROAD MILEPOST 459, 167.1 M (548.2 FT) SOUTHWEST OF THE CENTERLINE
 KM0230'OF THE HIGHWAY, 29.9 M (98.1 FT) SOUTHWEST OF THE NEAR RAIL OF THE
 KM0230'DENVER AND RIO GRANDE WESTERN RAILROAD, 11.0 M (36.1 FT) NORTHEAST OF
 KM0230'A FENCE, AND 1.1 M (3.6 FT) NORTHEAST OF THE CENTER OF A DIRT ROAD.
 KM0230'NOTE--A CALIBRATION BASE LINE DISK.
 KM0230'THE MARK IS 4.3 METERS  N FROM  A WITNESS POST
 KM0230
 KM0230                          STATION RECOVERY (1990)
 KM0230
 KM0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 KM0230'MARK IS COMPONENT OF THE MESA CALIBRATION BASE LINE LOCATED IN THE
 KM0230'SOUTHEAST SIDE OF FRUITA, ABOUT 18.5 KM (11.50 MI) WEST OF GRAND
 KM0230'JUNCTION, IN A DIRT ROAD JUST NORTH OF THE NORTHERN RIGHT OF WAY
 KM0230'FENCE OF INTERSTATE HIGHWAY 70 IN SECTION 21 T 1 N R 2 W (FRUITA 7.5
 KM0230'MIN QUAD). OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.  NOTE -
 KM0230'COMBINATION FOR THE LOCKED GATE CAN BE OBTAINED FROM THE OFFICE OF
 KM0230'THE MESA COUNTY SURVEYOR.
 KM0230'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND 50 AND INTERSTATE
 KM0230'HIGHWAY 70 (EXIT 26) ON THE WEST SIDE OF GRAND JUNCTION, GO WEST ON U
 KM0230'.S. HIGHWAYS 6 AND 50 FOR 0.35 KM (0.22 MI) TO INTERSECTION OF 22 ROAD
 KM0230'ON THE RIGHT. CONTINUE WEST FOR 3.48 KM (2.16 MI) TO A PAVED ROAD ON
 KM0230'THE LEFT.  TURN LEFT AND GO SOUTH FOR 0.07 KM (0.04 MI) , CROSSING
 KM0230'RAILROAD TRACKS, TO A DIRT ROAD ON THE RIGHT (AN EXTENSION OF RIVER
 KM0230'ROAD).  TURN RIGHT AND GO WEST FOR 0.11 KM (0.07 MI) TO A LOCKED GATE
 KM0230'. PASS THROUGH THE LOCKED GATE AND CONTINUE WEST FOR 1.39 KM
 KM0230'(0.86 MI) TO A BRIDGE.  CROSS THE WASHED-OUT BRIDGE CAREFULLY, AND
 KM0230'CONTINUE WEST FOR 1.60 KM (0.99 MI) TO THE MARK IN THE ROAD.
 KM0230'MARK IS SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST
 KM0230'PROJECTING 2 CM (1 IN) ABOVE THE GROUND.  IT IS 29.4 M (96.46 FT)
 KM0230'SOUTH THE SOUTH RAILROAD TRACK, 11.0 M (36.09 FT) NORTH OF A BARDED
 KM0230'WIRE FENCE, 4.2 M (13.78 FT) NORTH OF A CARSONITE WITNESS POST, AND
 KM0230'1.1 M (3.61 FT) NORTH OF THE CENTERLINE OF THE DIRT ROAD.
 KM0230'FOR MORE INFORMATION CONTACT THE OFFICE OF THE MESA COUNTY SURVEYOR,
 KM0230'531 WHITE AVENUE, P.O. BOX 20000-5026, GRAND JUNCTION, COLORADO
 KM0230'81502. TELEPHONE 303-244-1822.  OR CONTACT MR. RICHARD S. COHEN AT
 KM0230'NOAA, RC 325 BROADWAY, BOULDER, COLORADO 80303.  TELEPHONE
 KM0230'303-497-6530.
 KM0230
 KM0230                          STATION RECOVERY (1990)
 KM0230
 KM0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (LPB)
 KM0230'MARK IS COMPONENT OF THE MESA CALIBRATION BASE LINE LOCATED IN THE
 KM0230'SOUTHEAST SIDE OF FRUITA, ABOUT 18.5 KM (11.50 MI) WEST OF GRAND
 KM0230'JUNCTION, IN A DIRT ROAD JUST NORTH OF THE NORTHERN RIGHT OF WAY FENCE
 KM0230'OF INTERSTATE HIGHWAY 70 IN SECTION 21 T 1 N R 2 W (FRUITA 7.5 MIN
 KM0230'QUAD). OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.  NOTE -
 KM0230'COMBINATION FOR THE LOCKED GATE CAN BE OBTAINED FROM THE OFFICE OF THE
 KM0230'MESA COUNTY SURVEYOR. TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 6
 KM0230'AND 50 AND INTERSTATE HIGHWAY 70 (EXIT 26) ON THE WEST SIDE OF GRAND
 KM0230'JUNCTION, GO WEST ON U .S. HIGHWAYS 6 AND 50 FOR 0.35 KM (0.22 MI) TO
 KM0230'INTERSECTION OF 22 ROAD ON THE RIGHT. CONTINUE WEST FOR 3.48 KM (2.16
 KM0230'MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH FOR 0.07 KM
 KM0230'(0.04 MI) , CROSSING RAILROAD TRACKS, TO A DIRT ROAD ON THE RIGHT (AN
 KM0230'EXTENSION OF RIVER ROAD).  TURN RIGHT AND GO WEST FOR 0.11 KM (0.07
 KM0230'MI) TO A LOCKED GATE . PASS THROUGH THE LOCKED GATE AND CONTINUE WEST
 KM0230'FOR 1.39 KM (0.86 MI) TO A BRIDGE.  CROSS THE WASHED-OUT BRIDGE
 KM0230'CAREFULLY, AND CONTINUE WEST FOR 1.60 KM (0.99 MI) TO THE MARK IN THE
 KM0230'ROAD. MARK IS SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST
 KM0230'PROJECTING 2 CM (1 IN) ABOVE THE GROUND.  IT IS 29.4 M (96.46 FT)
 KM0230'SOUTH THE SOUTH RAILROAD TRACK, 11.0 M (36.09 FT) NORTH OF A BARDED
 KM0230'WIRE FENCE, 4.2 M (13.78 FT) NORTH OF A CARSONITE WITNESS POST, AND
 KM0230'1.1 M (3.61 FT) NORTH OF THE CENTERLINE OF THE DIRT ROAD. FOR MORE
 KM0230'INFORMATION CONTACT THE OFFICE OF THE MESA COUNTY SURVEYOR, 531 WHITE
 KM0230'AVENUE, P.O. BOX 20000-5026, GRAND JUNCTION, COLORADO 81502.  CONTACT
 KM0230'MR. RICHARD S. COHEN AT NOAA, RC 325 BROADWAY, BOULDER, COLORADO
 KM0230'80303.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0229 ***********************************************************************
 KM0229  DESIGNATION -  MESA CBL 430
 KM0229  PID         -  KM0229
 KM0229  STATE/COUNTY-  CO/MESA
 KM0229  USGS QUAD   -  FRUITA (1973)
 KM0229
 KM0229                         *CURRENT SURVEY CONTROL
 KM0229  ___________________________________________________________________
 KM0229* NAD 83(1986)-  39 08 33.     (N)    108 42 36.     (W)     SCALED    
 KM0229* NAVD 88     -      1378.118  (meters)    4521.38   (feet)  ADJUSTED  
 KM0229  ___________________________________________________________________
 KM0229  GEOID HEIGHT-         -17.12  (meters)                     GEOID03
 KM0229  DYNAMIC HT  -        1376.812 (meters)    4517.09  (feet)  COMP
 KM0229  MODELED GRAV-     979,632.2   (mgal)                       NAVD 88
 KM0229
 KM0229  VERT ORDER  -  FIRST     CLASS II
 KM0229
 KM0229.The horizontal coordinates were scaled from a topographic map and have
 KM0229.an estimated accuracy of +/- 6 seconds.
 KM0229
 KM0229.The orthometric height was determined by differential leveling
 KM0229.and adjusted by the National Geodetic Survey in June 1991..
 KM0229
 KM0229.The geoid height was determined by GEOID03.
 KM0229
 KM0229.The dynamic height is computed by dividing the NAVD 88
 KM0229.geopotential number by the normal gravity value computed on the
 KM0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0229.degrees latitude (g = 980.6199 gals.).
 KM0229
 KM0229.The modeled gravity was interpolated from observed gravity values.
 KM0229
 KM0229;                    North         East    Units  Estimated Accuracy
 KM0229;SPC CO C     -   455,030.      636,970.      MT  (+/- 180 meters Scaled)
 KM0229
 KM0229                          SUPERSEDED SURVEY CONTROL
 KM0229
 KM0229.No superseded survey control is available for this station.
 KM0229
 KM0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ979350(NAD 83)
 KM0229_MARKER: DQ = CALIBRATION BASE LINE DISK
 KM0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0229_SP_SET: CONCRETE POST
 KM0229_STAMPING: 430 M 1979
 KM0229_MARK LOGO: NGS   
 KM0229_PROJECTION: FLUSH
 KM0229_MAGNETIC: N = NO MAGNETIC MATERIAL
 KM0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0229+STABILITY: SURFACE MOTION
 KM0229_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KM0229+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1990
 KM0229
 KM0229  HISTORY     - Date     Condition        Report By
 KM0229  HISTORY     - 1979     MONUMENTED       CODOT
 KM0229  HISTORY     - 1984     GOOD             NGS
 KM0229  HISTORY     - 19900621 GOOD             NGS
 KM0229  HISTORY     - 19900621 GOOD             NGS
 KM0229
 KM0229                          STATION DESCRIPTION
 KM0229
 KM0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KM0229'10.9 KM (6.8 MI) SE FROM LOMA.
 KM0229'THE MARK IS 0.9 M BELOW THE TRACKS.
 KM0229'10.9 KM (6.8 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 50 FROM ITS
 KM0229'JUNCTION WITH STATE HIGHWAY 139 IN LOMA, 151.4 M (496.8 FT) SOUTHWEST
 KM0229'OF THE CENTERLINE OF THE HIGHWAY, 100.6 M (330.0 FT) EAST OF RAILROAD
 KM0229'MILEPOST 459, 29.5 M (96.8 FT) SOUTHWEST OF THE NEAR RAIL OF THE
 KM0229'DENVER AND RIO GRANDE WESTERN RAILROAD, 10.5 M (34.4 FT) NORTHEAST OF
 KM0229'A FENCE, AND 0.5 M (1.6 FT) NORTHEAST OF A DIRT ROAD.  NOTE--A
 KM0229'CALIBRATION BASE LINE DISK.
 KM0229'THE MARK IS 3.7 METERS  N FROM  A WITNESS POST
 KM0229
 KM0229                          STATION RECOVERY (1990)
 KM0229
 KM0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 KM0229'MARK IS COMPONENT OF THE MESA CALIBRATION BASE LINE LOCATED IN THE
 KM0229'SOUTHEAST SIDE OF FRUITA, ABOUT 18.5 KM (11.50 MI) WEST OF GRAND
 KM0229'JUNCTION, IN A DIRT ROAD JUST NORTH OF THE NORTHERN RIGHT OF WAY
 KM0229'FENCE OF INTERSTATE HIGHWAY 70 IN SECTION 21 T 1 N R 2 W (FRUITA 7.5
 KM0229'MIN QUAD). OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.  NOTE -
 KM0229'COMBINATION FOR THE LOCKED GATE CAN BE OBTAINED FROM THE OFFICE OF
 KM0229'THE MESA COUNTY SURVEYOR.
 KM0229'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 6 AND 50 AND INTERSTATE
 KM0229'HIGHWAY 70 (EXIT 26) ON THE WEST SIDE OF GRAND JUNCTION, GO WEST ON U
 KM0229'.S. HIGHWAYS 6 AND 50 FOR 0.35 KM (0.22 MI) TO INTERSECTION OF 22 ROAD
 KM0229'ON THE RIGHT. CONTINUE WEST FOR 3.48 KM (2.16 MI) TO A PAVED ROAD ON
 KM0229'THE LEFT.  TURN LEFT AND GO SOUTH FOR 0.07 KM (0.04 MI) , CROSSING
 KM0229'RAILROAD TRACKS, TO A DIRT ROAD ON THE RIGHT (AN EXTENSION OF RIVER
 KM0229'ROAD).  TURN RIGHT AND GO WEST FOR 0.11 KM (0.07 MI) TO A LOCKED GATE
 KM0229'. PASS THROUGH THE LOCKED GATE AND CONTINUE WEST FOR 1.39 KM
 KM0229'(0.86 MI) TO A BRIDGE.  CROSS THE WASHED-OUT BRIDGE CAREFULLY, AND
 KM0229'CONTINUE WEST FOR 1.32 KM (0.82 MI) TO THE MARK IN THE ROAD.
 KM0229'MARK IS SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST FLUSH
 KM0229'WITH THE GROUND.  IT IS 29.6 M (97.11 FT) SOUTH THE SOUTH RAILROAD
 KM0229'TRACK, 10.5 M (34.45 FT) NORTH OF A BARDED WIRE FENCE, 3.7 M
 KM0229'(12.14 FT) NORTH OF A CARSONITE WITNESS POST, AND ON THE CENTERLINE
 KM0229'OF THE DIRT ROAD.
 KM0229'FOR MORE INFORMATION CONTACT THE OFFICE OF THE MESA COUNTY SURVEYOR,
 KM0229'531 WHITE AVENUE, P.O. BOX 20000-5026, GRAND JUNCTION, COLORADO
 KM0229'81502. TELEPHONE 303-244-1822.  OR CONTACT MR. RICHARD S. COHEN AT
 KM0229'NOAA, RC 325 BROADWAY, BOULDER, COLORADO 80303.  TELEPHONE
 KM0229'303-497-6530.
 KM0229
 KM0229                          STATION RECOVERY (1990)
 KM0229
 KM0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (LPB)
 KM0229'MARK IS COMPONENT OF THE MESA CALIBRATION BASE LINE LOCATED IN THE
 KM0229'SOUTHEAST SIDE OF FRUITA, ABOUT 18.5 KM (11.50 MI) WEST OF GRAND
 KM0229'JUNCTION, IN A DIRT ROAD JUST NORTH OF THE NORTHERN RIGHT OF WAY FENCE
 KM0229'OF INTERSTATE HIGHWAY 70 IN SECTION 21 T 1 N R 2 W (FRUITA 7.5 MIN
 KM0229'QUAD). OWNERSHIP--STATE DEPARTMENT OF TRANSPORTATION.  NOTE -
 KM0229'COMBINATION FOR THE LOCKED GATE CAN BE OBTAINED FROM THE OFFICE OF THE
 KM0229'MESA COUNTY SURVEYOR. TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 6
 KM0229'AND 50 AND INTERSTATE HIGHWAY 70 (EXIT 26) ON THE WEST SIDE OF GRAND
 KM0229'JUNCTION, GO WEST ON U .S. HIGHWAYS 6 AND 50 FOR 0.35 KM (0.22 MI) TO
 KM0229'INTERSECTION OF 22 ROAD ON THE RIGHT. CONTINUE WEST FOR 3.48 KM (2.16
 KM0229'MI) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH FOR 0.07 KM
 KM0229'(0.04 MI) , CROSSING RAILROAD TRACKS, TO A DIRT ROAD ON THE RIGHT (AN
 KM0229'EXTENSION OF RIVER ROAD).  TURN RIGHT AND GO WEST FOR 0.11 KM (0.07
 KM0229'MI) TO A LOCKED GATE . PASS THROUGH THE LOCKED GATE AND CONTINUE WEST
 KM0229'FOR 1.39 KM (0.86 MI) TO A BRIDGE.  CROSS THE WASHED-OUT BRIDGE
 KM0229'CAREFULLY, AND CONTINUE WEST FOR 1.32 KM (0.82 MI) TO THE MARK IN THE
 KM0229'ROAD. MARK IS SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE POST
 KM0229'FLUSH WITH THE GROUND.  IT IS 29.6 M (97.11 FT) SOUTH THE SOUTH
 KM0229'RAILROAD TRACK, 10.5 M (34.45 FT) NORTH OF A BARDED WIRE FENCE, 3.7 M
 KM0229'(12.14 FT) NORTH OF A CARSONITE WITNESS POST, AND ON THE CENTERLINE OF
 KM0229'THE DIRT ROAD. FOR MORE INFORMATION CONTACT THE OFFICE OF THE MESA
 KM0229'COUNTY SURVEYOR, 531 WHITE AVENUE, P.O. BOX 20000-5026, GRAND
 KM0229'JUNCTION, COLORADO 81502.  CONTACT MR. RICHARD S. COHEN AT NOAA, RC
 KM0229'325 BROADWAY, BOULDER, COLORADO 80303.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6912 ***********************************************************************
 DH6912  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH6912  DESIGNATION -  MESA CNTY 02 COOP CORS ARP
 DH6912  CORS_ID     -  MC02
 DH6912  PID         -  DH6912
 DH6912  STATE/COUNTY-  CO/MESA
 DH6912  USGS QUAD   -  CLIFTON (1973)
 DH6912
 DH6912                         *CURRENT SURVEY CONTROL
 DH6912  ___________________________________________________________________
 DH6912* NAD 83(CORS)-  39 00 52.89782(N)    108 29 24.11265(W)     ADJUSTED  
 DH6912* NAVD 88     -                                                        
 DH6912  ___________________________________________________________________
 DH6912  EPOCH DATE  -        2002.00
 DH6912  X           -  -1,574,109.767 (meters)                     COMP
 DH6912  Y           -  -4,707,239.791 (meters)                     COMP
 DH6912  Z           -   3,994,523.378 (meters)                     COMP
 DH6912  ELLIP HEIGHT-        1491.25  (meters)          (11/??/05) GPS OBS
 DH6912  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 DH6912
 DH6912  HORZ ORDER  -  SPECIAL (CORS)
 DH6912  ELLP ORDER  -  SPECIAL (CORS)
 DH6912
 DH6912.ITRF positions are available for this station.
 DH6912.The coordinates were established by GPS observations
 DH6912.and adjusted by the National Geodetic Survey in November 2005..
 DH6912.The coordinates are valid at the epoch date displayed above.
 DH6912.The epoch date for horizontal control is a decimal equivalence
 DH6912.of Year/Month/Day.
 DH6912
 DH6912
 DH6912.The PID for the CORS L1 Phase Center is DH6913.
 DH6912
 DH6912.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH6912
 DH6912.The ellipsoidal height was determined by GPS observations
 DH6912.and is referenced to NAD 83.
 DH6912
 DH6912.The geoid height was determined by GEOID03.
 DH6912
 DH6912;                    North         East     Units Scale Factor Converg.
 DH6912;SPC CO C     -   440,200.915   655,502.805   MT  0.99993704   -1 53 08.8
 DH6912;SPC CO C     - 1,444,225.84  2,150,595.45   sFT  0.99993704   -1 53 08.8
 DH6912
 DH6912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6912!SPC CO C     -   0.99976608  x   0.99993704  =   0.99970314
 DH6912
 DH6912                          SUPERSEDED SURVEY CONTROL
 DH6912
 DH6912.No superseded survey control is available for this station.
 DH6912
 DH6912_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ1731221405(NAD 83)
 DH6912_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH6912
 DH6912                          STATION DESCRIPTION
 DH6912
 DH6912'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH6912'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH6912'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH6912'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH6912'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH6912'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6913 ***********************************************************************
 DH6913  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH6913  DESIGNATION -  MESA CNTY 02 COOP CORS L1 PHASE CENTER
 DH6913  CORS_ID     -  MC02
 DH6913  PID         -  DH6913
 DH6913  STATE/COUNTY-  CO/MESA
 DH6913  USGS QUAD   -  CLIFTON (1973)
 DH6913
 DH6913                         *CURRENT SURVEY CONTROL
 DH6913  ___________________________________________________________________
 DH6913* NAD 83(CORS)-  39 00 52.89786(N)    108 29 24.11263(W)     ADJUSTED  
 DH6913* NAVD 88     -                                                        
 DH6913  ___________________________________________________________________
 DH6913  EPOCH DATE  -        2002.00
 DH6913  X           -  -1,574,109.794 (meters)                     COMP
 DH6913  Y           -  -4,707,239.871 (meters)                     COMP
 DH6913  Z           -   3,994,523.448 (meters)                     COMP
 DH6913  ELLIP HEIGHT-        1491.36  (meters)          (11/??/05) GPS OBS
 DH6913  GEOID HEIGHT-         -16.75  (meters)                     GEOID03
 DH6913
 DH6913  HORZ ORDER  -  SPECIAL (CORS)
 DH6913  ELLP ORDER  -  SPECIAL (CORS)
 DH6913
 DH6913.ITRF positions are available for this station.
 DH6913.The coordinates were established by GPS observations
 DH6913.and adjusted by the National Geodetic Survey in November 2005..
 DH6913.The coordinates are valid at the epoch date displayed above.
 DH6913.The epoch date for horizontal control is a decimal equivalence
 DH6913.of Year/Month/Day.
 DH6913
 DH6913
 DH6913.The PID for the CORS ARP is DH6912.
 DH6913
 DH6913.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH6913
 DH6913.The ellipsoidal height was determined by GPS observations
 DH6913.and is referenced to NAD 83.
 DH6913
 DH6913.The geoid height was determined by GEOID03.
 DH6913
 DH6913;                    North         East     Units Scale Factor Converg.
 DH6913;SPC CO C     -   440,200.916   655,502.806   MT  0.99993704   -1 53 08.8
 DH6913;SPC CO C     - 1,444,225.84  2,150,595.46   sFT  0.99993704   -1 53 08.8
 DH6913
 DH6913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6913!SPC CO C     -   0.99976607  x   0.99993704  =   0.99970312
 DH6913
 DH6913                          SUPERSEDED SURVEY CONTROL
 DH6913
 DH6913.No superseded survey control is available for this station.
 DH6913
 DH6913_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ1731221405(NAD 83)
 DH6913_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH6913
 DH6913                          STATION DESCRIPTION
 DH6913
 DH6913'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH6913'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH6913'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH6913'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH6913'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH6913'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6914 ***********************************************************************
 DH6914  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH6914  DESIGNATION -  MESA CNTY 03 COOP CORS ARP
 DH6914  CORS_ID     -  MC03
 DH6914  PID         -  DH6914
 DH6914  STATE/COUNTY-  CO/MESA
 DH6914  USGS QUAD   -  FRUITA (1973)
 DH6914
 DH6914                         *CURRENT SURVEY CONTROL
 DH6914  ___________________________________________________________________
 DH6914* NAD 83(CORS)-  39 11 23.78495(N)    108 43 50.18045(W)     ADJUSTED  
 DH6914* NAVD 88     -                                                        
 DH6914  ___________________________________________________________________
 DH6914  EPOCH DATE  -        2002.00
 DH6914  X           -  -1,589,891.704 (meters)                     COMP
 DH6914  Y           -  -4,688,883.729 (meters)                     COMP
 DH6914  Z           -   4,009,554.405 (meters)                     COMP
 DH6914  ELLIP HEIGHT-        1379.98  (meters)          (11/??/05) GPS OBS
 DH6914  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 DH6914
 DH6914  HORZ ORDER  -  SPECIAL (CORS)
 DH6914  ELLP ORDER  -  SPECIAL (CORS)
 DH6914
 DH6914.ITRF positions are available for this station.
 DH6914.The coordinates were established by GPS observations
 DH6914.and adjusted by the National Geodetic Survey in November 2005..
 DH6914.The coordinates are valid at the epoch date displayed above.
 DH6914.The epoch date for horizontal control is a decimal equivalence
 DH6914.of Year/Month/Day.
 DH6914
 DH6914
 DH6914.The PID for the CORS L1 Phase Center is DH6915.
 DH6914
 DH6914.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH6914
 DH6914.The ellipsoidal height was determined by GPS observations
 DH6914.and is referenced to NAD 83.
 DH6914
 DH6914.The geoid height was determined by GEOID03.
 DH6914
 DH6914;                    North         East     Units Scale Factor Converg.
 DH6914;SPC CO C     -   460,355.958   635,372.218   MT  0.99993711   -2 02 15.0
 DH6914;SPC CO C     - 1,510,351.17  2,084,550.35   sFT  0.99993711   -2 02 15.0
 DH6914
 DH6914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6914!SPC CO C     -   0.99978354  x   0.99993711  =   0.99972066
 DH6914
 DH6914                          SUPERSEDED SURVEY CONTROL
 DH6914
 DH6914.No superseded survey control is available for this station.
 DH6914
 DH6914_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ9599540308(NAD 83)
 DH6914_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH6914
 DH6914                          STATION DESCRIPTION
 DH6914
 DH6914'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH6914'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH6914'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH6914'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH6914'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH6914'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6915 ***********************************************************************
 DH6915  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH6915  DESIGNATION -  MESA CNTY 03 COOP CORS L1 PHASE CENTER
 DH6915  CORS_ID     -  MC03
 DH6915  PID         -  DH6915
 DH6915  STATE/COUNTY-  CO/MESA
 DH6915  USGS QUAD   -  FRUITA (1973)
 DH6915
 DH6915                         *CURRENT SURVEY CONTROL
 DH6915  ___________________________________________________________________
 DH6915* NAD 83(CORS)-  39 11 23.78499(N)    108 43 50.18043(W)     ADJUSTED  
 DH6915* NAVD 88     -                                                        
 DH6915  ___________________________________________________________________
 DH6915  EPOCH DATE  -        2002.00
 DH6915  X           -  -1,589,891.731 (meters)                     COMP
 DH6915  Y           -  -4,688,883.809 (meters)                     COMP
 DH6915  Z           -   4,009,554.475 (meters)                     COMP
 DH6915  ELLIP HEIGHT-        1380.09  (meters)          (11/??/05) GPS OBS
 DH6915  GEOID HEIGHT-         -17.21  (meters)                     GEOID03
 DH6915
 DH6915  HORZ ORDER  -  SPECIAL (CORS)
 DH6915  ELLP ORDER  -  SPECIAL (CORS)
 DH6915
 DH6915.ITRF positions are available for this station.
 DH6915.The coordinates were established by GPS observations
 DH6915.and adjusted by the National Geodetic Survey in November 2005..
 DH6915.The coordinates are valid at the epoch date displayed above.
 DH6915.The epoch date for horizontal control is a decimal equivalence
 DH6915.of Year/Month/Day.
 DH6915
 DH6915
 DH6915.The PID for the CORS ARP is DH6914.
 DH6915
 DH6915.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH6915
 DH6915.The ellipsoidal height was determined by GPS observations
 DH6915.and is referenced to NAD 83.
 DH6915
 DH6915.The geoid height was determined by GEOID03.
 DH6915
 DH6915;                    North         East     Units Scale Factor Converg.
 DH6915;SPC CO C     -   460,355.959   635,372.219   MT  0.99993711   -2 02 15.0
 DH6915;SPC CO C     - 1,510,351.18  2,084,550.36   sFT  0.99993711   -2 02 15.0
 DH6915
 DH6915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6915!SPC CO C     -   0.99978352  x   0.99993711  =   0.99972064
 DH6915
 DH6915                          SUPERSEDED SURVEY CONTROL
 DH6915
 DH6915.No superseded survey control is available for this station.
 DH6915
 DH6915_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ9599540308(NAD 83)
 DH6915_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH6915
 DH6915                          STATION DESCRIPTION
 DH6915
 DH6915'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH6915'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH6915'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH6915'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH6915'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH6915'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6916 ***********************************************************************
 DH6916  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH6916  DESIGNATION -  MESA CNTY 04 COOP CORS ARP
 DH6916  CORS_ID     -  MC04
 DH6916  PID         -  DH6916
 DH6916  STATE/COUNTY-  CO/MESA
 DH6916  USGS QUAD   -  GATEWAY (1973)
 DH6916
 DH6916                         *CURRENT SURVEY CONTROL
 DH6916  ___________________________________________________________________
 DH6916* NAD 83(CORS)-  38 41 02.97478(N)    108 58 25.82419(W)     ADJUSTED  
 DH6916* NAVD 88     -                                                        
 DH6916  ___________________________________________________________________
 DH6916  EPOCH DATE  -        2002.00
 DH6916  X           -  -1,621,264.026 (meters)                     COMP
 DH6916  Y           -  -4,715,485.570 (meters)                     COMP
 DH6916  Z           -   3,965,883.978 (meters)                     COMP
 DH6916  ELLIP HEIGHT-        1401.69  (meters)          (11/??/05) GPS OBS
 DH6916  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 DH6916
 DH6916  HORZ ORDER  -  SPECIAL (CORS)
 DH6916  ELLP ORDER  -  SPECIAL (CORS)
 DH6916
 DH6916.ITRF positions are available for this station.
 DH6916.The coordinates were established by GPS observations
 DH6916.and adjusted by the National Geodetic Survey in November 2005..
 DH6916.The coordinates are valid at the epoch date displayed above.
 DH6916.The epoch date for horizontal control is a decimal equivalence
 DH6916.of Year/Month/Day.
 DH6916
 DH6916
 DH6916.The PID for the CORS L1 Phase Center is DH6917.
 DH6916
 DH6916.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH6916
 DH6916.The ellipsoidal height was determined by GPS observations
 DH6916.and is referenced to NAD 83.
 DH6916
 DH6916.The geoid height was determined by GEOID03.
 DH6916
 DH6916;                    North         East     Units Scale Factor Converg.
 DH6916;SPC CO C     -   405,026.513   612,227.369   MT  0.99996222   -2 11 27.3
 DH6916;SPC CO C     - 1,328,824.48  2,008,615.96   sFT  0.99996222   -2 11 27.3
 DH6916
 DH6916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6916!SPC CO C     -   0.99978012  x   0.99996222  =   0.99974235
 DH6916
 DH6916                          SUPERSEDED SURVEY CONTROL
 DH6916
 DH6916.No superseded survey control is available for this station.
 DH6916
 DH6916_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH7623483676(NAD 83)
 DH6916_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH6916
 DH6916                          STATION DESCRIPTION
 DH6916
 DH6916'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH6916'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH6916'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH6916'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH6916'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH6916'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6917 ***********************************************************************
 DH6917  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH6917  DESIGNATION -  MESA CNTY 04 COOP CORS L1 PHASE CENTER
 DH6917  CORS_ID     -  MC04
 DH6917  PID         -  DH6917
 DH6917  STATE/COUNTY-  CO/MESA
 DH6917  USGS QUAD   -  GATEWAY (1973)
 DH6917
 DH6917                         *CURRENT SURVEY CONTROL
 DH6917  ___________________________________________________________________
 DH6917* NAD 83(CORS)-  38 41 02.97479(N)    108 58 25.82417(W)     ADJUSTED  
 DH6917* NAVD 88     -                                                        
 DH6917  ___________________________________________________________________
 DH6917  EPOCH DATE  -        2002.00
 DH6917  X           -  -1,621,264.043 (meters)                     COMP
 DH6917  Y           -  -4,715,485.622 (meters)                     COMP
 DH6917  Z           -   3,965,884.022 (meters)                     COMP
 DH6917  ELLIP HEIGHT-        1401.76  (meters)          (11/??/05) GPS OBS
 DH6917  GEOID HEIGHT-         -18.22  (meters)                     GEOID03
 DH6917
 DH6917  HORZ ORDER  -  SPECIAL (CORS)
 DH6917  ELLP ORDER  -  SPECIAL (CORS)
 DH6917
 DH6917.ITRF positions are available for this station.
 DH6917.The coordinates were established by GPS observations
 DH6917.and adjusted by the National Geodetic Survey in November 2005..
 DH6917.The coordinates are valid at the epoch date displayed above.
 DH6917.The epoch date for horizontal control is a decimal equivalence
 DH6917.of Year/Month/Day.
 DH6917
 DH6917
 DH6917.The PID for the CORS ARP is DH6916.
 DH6917
 DH6917.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH6917
 DH6917.The ellipsoidal height was determined by GPS observations
 DH6917.and is referenced to NAD 83.
 DH6917
 DH6917.The geoid height was determined by GEOID03.
 DH6917
 DH6917;                    North         East     Units Scale Factor Converg.
 DH6917;SPC CO C     -   405,026.513   612,227.369   MT  0.99996222   -2 11 27.3
 DH6917;SPC CO C     - 1,328,824.48  2,008,615.96   sFT  0.99996222   -2 11 27.3
 DH6917
 DH6917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6917!SPC CO C     -   0.99978011  x   0.99996222  =   0.99974234
 DH6917
 DH6917                          SUPERSEDED SURVEY CONTROL
 DH6917
 DH6917.No superseded survey control is available for this station.
 DH6917
 DH6917_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH7623483676(NAD 83)
 DH6917_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH6917
 DH6917                          STATION DESCRIPTION
 DH6917
 DH6917'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH6917'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH6917'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH6917'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH6917'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH6917'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6918 ***********************************************************************
 DH6918  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH6918  DESIGNATION -  MESA CNTY 05 COOP CORS ARP
 DH6918  CORS_ID     -  MC05
 DH6918  PID         -  DH6918
 DH6918  STATE/COUNTY-  CO/DELTA
 DH6918  USGS QUAD   -  DELTA (1962)
 DH6918
 DH6918                         *CURRENT SURVEY CONTROL
 DH6918  ___________________________________________________________________
 DH6918* NAD 83(CORS)-  38 44 22.38364(N)    108 04 22.68414(W)     ADJUSTED  
 DH6918* NAVD 88     -                                                        
 DH6918  ___________________________________________________________________
 DH6918  EPOCH DATE  -        2002.00
 DH6918  X           -  -1,545,756.159 (meters)                     COMP
 DH6918  Y           -  -4,736,813.679 (meters)                     COMP
 DH6918  Z           -   3,970,748.308 (meters)                     COMP
 DH6918  ELLIP HEIGHT-        1505.89  (meters)          (11/??/05) GPS OBS
 DH6918  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 DH6918
 DH6918  HORZ ORDER  -  SPECIAL (CORS)
 DH6918  ELLP ORDER  -  SPECIAL (CORS)
 DH6918
 DH6918.ITRF positions are available for this station.
 DH6918.The coordinates were established by GPS observations
 DH6918.and adjusted by the National Geodetic Survey in November 2005..
 DH6918.The coordinates are valid at the epoch date displayed above.
 DH6918.The epoch date for horizontal control is a decimal equivalence
 DH6918.of Year/Month/Day.
 DH6918
 DH6918
 DH6918.The PID for the CORS L1 Phase Center is DH6919.
 DH6918
 DH6918.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH6918
 DH6918.The ellipsoidal height was determined by GPS observations
 DH6918.and is referenced to NAD 83.
 DH6918
 DH6918.The geoid height was determined by GEOID03.
 DH6918
 DH6918;                    North         East     Units Scale Factor Converg.
 DH6918;SPC CO C     -   408,564.687   690,739.882   MT  0.99995569   -1 37 21.9
 DH6918;SPC CO C     - 1,340,432.64  2,266,202.43   sFT  0.99995569   -1 37 21.9
 DH6918
 DH6918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6918!SPC CO C     -   0.99976378  x   0.99995569  =   0.99971948
 DH6918
 DH6918                          SUPERSEDED SURVEY CONTROL
 DH6918
 DH6918.No superseded survey control is available for this station.
 DH6918
 DH6918_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH5440891943(NAD 83)
 DH6918_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH6918
 DH6918                          STATION DESCRIPTION
 DH6918
 DH6918'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH6918'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH6918'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH6918'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH6918'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH6918'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DH6919 ***********************************************************************
 DH6919  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH6919  DESIGNATION -  MESA CNTY 05 COOP CORS L1 PHASE CENTER
 DH6919  CORS_ID     -  MC05
 DH6919  PID         -  DH6919
 DH6919  STATE/COUNTY-  CO/DELTA
 DH6919  USGS QUAD   -  DELTA (1962)
 DH6919
 DH6919                         *CURRENT SURVEY CONTROL
 DH6919  ___________________________________________________________________
 DH6919* NAD 83(CORS)-  38 44 22.38365(N)    108 04 22.68412(W)     ADJUSTED  
 DH6919* NAVD 88     -                                                        
 DH6919  ___________________________________________________________________
 DH6919  EPOCH DATE  -        2002.00
 DH6919  X           -  -1,545,756.175 (meters)                     COMP
 DH6919  Y           -  -4,736,813.731 (meters)                     COMP
 DH6919  Z           -   3,970,748.352 (meters)                     COMP
 DH6919  ELLIP HEIGHT-        1505.96  (meters)          (11/??/05) GPS OBS
 DH6919  GEOID HEIGHT-         -16.89  (meters)                     GEOID03
 DH6919
 DH6919  HORZ ORDER  -  SPECIAL (CORS)
 DH6919  ELLP ORDER  -  SPECIAL (CORS)
 DH6919
 DH6919.ITRF positions are available for this station.
 DH6919.The coordinates were established by GPS observations
 DH6919.and adjusted by the National Geodetic Survey in November 2005..
 DH6919.The coordinates are valid at the epoch date displayed above.
 DH6919.The epoch date for horizontal control is a decimal equivalence
 DH6919.of Year/Month/Day.
 DH6919
 DH6919
 DH6919.The PID for the CORS ARP is DH6918.
 DH6919
 DH6919.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH6919
 DH6919.The ellipsoidal height was determined by GPS observations
 DH6919.and is referenced to NAD 83.
 DH6919
 DH6919.The geoid height was determined by GEOID03.
 DH6919
 DH6919;                    North         East     Units Scale Factor Converg.
 DH6919;SPC CO C     -   408,564.687   690,739.883   MT  0.99995569   -1 37 21.9
 DH6919;SPC CO C     - 1,340,432.64  2,266,202.43   sFT  0.99995569   -1 37 21.9
 DH6919
 DH6919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6919!SPC CO C     -   0.99976377  x   0.99995569  =   0.99971947
 DH6919
 DH6919                          SUPERSEDED SURVEY CONTROL
 DH6919
 DH6919.No superseded survey control is available for this station.
 DH6919
 DH6919_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH5440891943(NAD 83)
 DH6919_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH6919
 DH6919                          STATION DESCRIPTION
 DH6919
 DH6919'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH6919'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH6919'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH6919'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH6919'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH6919'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE6238 ***********************************************************************
 DE6238  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE6238  DESIGNATION -  MESA CNTY COOP CORS ARP
 DE6238  CORS_ID     -  MC01
 DE6238  PID         -  DE6238
 DE6238  STATE/COUNTY-  CO/MESA
 DE6238  USGS QUAD   -  GRAND JUNCTION (1973)
 DE6238
 DE6238                         *CURRENT SURVEY CONTROL
 DE6238  ___________________________________________________________________
 DE6238* NAD 83(CORS)-  39 05 28.39176(N)    108 31 41.27007(W)     ADJUSTED  
 DE6238* NAVD 88     -                                                        
 DE6238  ___________________________________________________________________
 DE6238  EPOCH DATE  -        2002.00
 DE6238  X           -  -1,575,525.114 (meters)                     COMP
 DE6238  Y           -  -4,701,076.517 (meters)                     COMP
 DE6238  Z           -   4,001,088.782 (meters)                     COMP
 DE6238  ELLIP HEIGHT-        1438.02  (meters)          (02/??/02) GPS OBS
 DE6238  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 DE6238
 DE6238  HORZ ORDER  -  SPECIAL (CORS)
 DE6238  ELLP ORDER  -  SPECIAL (CORS)
 DE6238
 DE6238.ITRF positions are available for this station.
 DE6238.The coordinates were established by GPS observations
 DE6238.and adjusted by the National Geodetic Survey in February 2002..
 DE6238.The coordinates are valid at the epoch date displayed above.
 DE6238.The epoch date for horizontal control is a decimal equivalence
 DE6238.of Year/Month/Day.
 DE6238
 DE6238
 DE6238.The PID for the CORS L1 Phase Center is DE6239.
 DE6238
 DE6238.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE6238
 DE6238.The ellipsoidal height was determined by GPS observations
 DE6238.and is referenced to NAD 83.
 DE6238
 DE6238.The geoid height was determined by GEOID03.
 DE6238
 DE6238;                    North         East     Units Scale Factor Converg.
 DE6238;SPC CO C     -   448,800.583   652,488.212   MT  0.99993592   -1 54 35.3
 DE6238;SPC CO C     - 1,472,439.91  2,140,705.08   sFT  0.99993592   -1 54 35.3
 DE6238
 DE6238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6238!SPC CO C     -   0.99977443  x   0.99993592  =   0.99971037
 DE6238
 DE6238                          SUPERSEDED SURVEY CONTROL
 DE6238
 DE6238.No superseded survey control is available for this station.
 DE6238
 DE6238_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ1378229808(NAD 83)
 DE6238_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DE6238
 DE6238                          STATION DESCRIPTION
 DE6238
 DE6238'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 DE6238'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DE6238'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DE6238'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DE6238'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DE6238'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 DE6239 ***********************************************************************
 DE6239  CORS        -  This is a GPS Continuously Operating Reference Station.
 DE6239  DESIGNATION -  MESA CNTY COOP CORS L1 PHASE CENTER
 DE6239  CORS_ID     -  MC01
 DE6239  PID         -  DE6239
 DE6239  STATE/COUNTY-  CO/MESA
 DE6239  USGS QUAD   -  GRAND JUNCTION (1973)
 DE6239
 DE6239                         *CURRENT SURVEY CONTROL
 DE6239  ___________________________________________________________________
 DE6239* NAD 83(CORS)-  39 05 28.39180(N)    108 31 41.27005(W)     ADJUSTED  
 DE6239* NAVD 88     -                                                        
 DE6239  ___________________________________________________________________
 DE6239  EPOCH DATE  -        2002.00
 DE6239  X           -  -1,575,525.138 (meters)                     COMP
 DE6239  Y           -  -4,701,076.590 (meters)                     COMP
 DE6239  Z           -   4,001,088.846 (meters)                     COMP
 DE6239  ELLIP HEIGHT-        1438.12  (meters)          (02/??/02) GPS OBS
 DE6239  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 DE6239
 DE6239  HORZ ORDER  -  SPECIAL (CORS)
 DE6239  ELLP ORDER  -  SPECIAL (CORS)
 DE6239
 DE6239.ITRF positions are available for this station.
 DE6239.The coordinates were established by GPS observations
 DE6239.and adjusted by the National Geodetic Survey in February 2002..
 DE6239.The coordinates are valid at the epoch date displayed above.
 DE6239.The epoch date for horizontal control is a decimal equivalence
 DE6239.of Year/Month/Day.
 DE6239
 DE6239
 DE6239.The PID for the CORS ARP is DE6238.
 DE6239
 DE6239.The XYZ, and position/ellipsoidal ht. are equivalent.
 DE6239
 DE6239.The ellipsoidal height was determined by GPS observations
 DE6239.and is referenced to NAD 83.
 DE6239
 DE6239.The geoid height was determined by GEOID03.
 DE6239
 DE6239;                    North         East     Units Scale Factor Converg.
 DE6239;SPC CO C     -   448,800.584   652,488.213   MT  0.99993592   -1 54 35.3
 DE6239;SPC CO C     - 1,472,439.92  2,140,705.08   sFT  0.99993592   -1 54 35.3
 DE6239
 DE6239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6239!SPC CO C     -   0.99977442  x   0.99993592  =   0.99971035
 DE6239
 DE6239                          SUPERSEDED SURVEY CONTROL
 DE6239
 DE6239.No superseded survey control is available for this station.
 DE6239
 DE6239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ1378229808(NAD 83)
 DE6239_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DE6239
 DE6239                          STATION DESCRIPTION
 DE6239
 DE6239'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DE6239'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DE6239'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DE6239'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DE6239'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DE6239'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1327 ***********************************************************************
 LL1327  DESIGNATION -  MESA ET
 LL1327  PID         -  LL1327
 LL1327  STATE/COUNTY-  CO/BOULDER
 LL1327  USGS QUAD   -  HYGIENE (1979)
 LL1327
 LL1327                         *CURRENT SURVEY CONTROL
 LL1327  ___________________________________________________________________
 LL1327* NAD 83(1992)-  40 13 23.69995(N)    105 09 51.92969(W)     ADJUSTED  
 LL1327* NAVD 88     -      1648.5    (meters)    5408.     (feet)  VERTCON   
 LL1327  ___________________________________________________________________
 LL1327  LAPLACE CORR-         -16.22  (seconds)                    DEFLEC99
 LL1327  GEOID HEIGHT-         -16.26  (meters)                     GEOID03
 LL1327
 LL1327  HORZ ORDER  -  THIRD
 LL1327
 LL1327.The horizontal coordinates were established by classical geodetic methods
 LL1327.and adjusted by the National Geodetic Survey in January 1993..
 LL1327
 LL1327.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1327
 LL1327.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1327
 LL1327.The geoid height was determined by GEOID03.
 LL1327
 LL1327;                    North         East     Units Scale Factor Converg.
 LL1327;SPC CO N     -   403,662.492   942,963.042   MT  0.99995696   +0 13 00.6
 LL1327;SPC CO N     - 1,324,349.36  3,093,704.58   sFT  0.99995696   +0 13 00.6
 LL1327;UTM  13      - 4,452,549.225   486,010.550   MT  0.99960241   -0 06 22.2
 LL1327
 LL1327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1327!SPC CO N     -   0.99974401  x   0.99995696  =   0.99970099
 LL1327!UTM  13      -   0.99974401  x   0.99960241  =   0.99934653
 LL1327
 LL1327:                Primary Azimuth Mark                     Grid Az
 LL1327:SPC CO N     -  MARKAM RM 1 ET                           069 56 47.4
 LL1327:UTM  13      -  MARKAM RM 1 ET                           070 16 10.2
 LL1327
 LL1327|---------------------------------------------------------------------|
 LL1327| PID    Reference Object                     Distance      Geod. Az  |
 LL1327|                                                           dddmmss.s |
 LL1327| LL1248 MARKAM RM 1 ET                      APPROX.15.0 KM 0700948.0 |
 LL1327|---------------------------------------------------------------------|
 LL1327
 LL1327                          SUPERSEDED SURVEY CONTROL
 LL1327
 LL1327  NAD 83(1986)-  40 13 23.68897(N)    105 09 51.92822(W) AD(       ) 3
 LL1327  NAD 27      -  40 13 23.74043(N)    105 09 49.99293(W) AD(       ) 3
 LL1327  NGVD 29 (07/19/86) 1647.5    (m)         5405.     (f) VERT ANG       
 LL1327
 LL1327.Superseded values are not recommended for survey control.
 LL1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1327.See file dsdata.txt to determine how the superseded data were derived.
 LL1327
 LL1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE8601152549(NAD 83)
 LL1327_MARKER: DD = SURVEY DISK
 LL1327_SETTING: 0 = UNSPECIFIED SETTING
 LL1327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1327
 LL1327  HISTORY     - Date     Condition        Report By
 LL1327  HISTORY     - 1959     MONUMENTED       USGS
 LL1327
 LL1327                          STATION DESCRIPTION
 LL1327
 LL1327'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LL1327'STATION IS LOCATED ABOUT 5.0 MI. W. AND 6.0 MI. S. OF BERTHOUD,
 LL1327'COLORADO, ON TOP OF A HILL CALLED TABLE MOUNTAIN, SEC. 18,
 LL1327'T 3 W, R 69 W.
 LL1327'
 LL1327'TO REACH STATION FROM POST OFFICE IN BERTHOUD, PROCEED W. AND S. ALONG
 LL1327'U.S. HIGHWAY 287 FOR 7.2 MI., THENCE 2.6 MI. W. ALONG DIRT RD. TO
 LL1327'CROSSROAD, THENCE W. 0.6 MI. ALONG A DIRT RD. TO A Y-RD., THENCE NW.
 LL1327'0.4 MI. AROUND A GRAVEL PIT TO A FENCE LINE AND TO STATION.  STATION
 LL1327'LIES ABOUT 500 FT. N. OF A FENCE CORNER AND 8 FT. E. OF FENCE LINE.
 LL1327'
 LL1327'STATION MARK--STANDARD TABLET, SET IN A CONCRETE POST, PROJECTING
 LL1327'6 IN. ABOVE GROUND AND STAMPED ---MESA-ET 1959---.
 LL1327'
 LL1327'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0378 ***********************************************************************
 JM0378  DESIGNATION -  MESA RESET
 JM0378  PID         -  JM0378
 JM0378  STATE/COUNTY-  CO/MESA
 JM0378  USGS QUAD   -  INDIAN POINT (1973)
 JM0378
 JM0378                         *CURRENT SURVEY CONTROL
 JM0378  ___________________________________________________________________
 JM0378* NAD 83(1992)-  38 54 00.88258(N)    108 10 46.02471(W)     ADJUSTED  
 JM0378* NAVD 88     -      3047.5    (meters)    9998.     (feet)  VERTCON   
 JM0378  ___________________________________________________________________
 JM0378  LAPLACE CORR-          10.62  (seconds)                    DEFLEC99
 JM0378  GEOID HEIGHT-         -16.22  (meters)                     GEOID03
 JM0378
 JM0378  HORZ ORDER  -  FIRST
 JM0378
 JM0378.The horizontal coordinates were established by classical geodetic methods
 JM0378.and adjusted by the National Geodetic Survey in January 1993..
 JM0378
 JM0378.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0378
 JM0378.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0378
 JM0378.The geoid height was determined by GEOID03.
 JM0378
 JM0378;                    North         East     Units Scale Factor Converg.
 JM0378;SPC CO C     -   426,662.575   682,012.204   MT  0.99994202   -1 41 23.6
 JM0378;SPC CO C     - 1,399,808.80  2,237,568.37   sFT  0.99994202   -1 41 23.6
 JM0378;UTM  12      - 4,309,489.192   744,599.922   MT  1.00033678   +1 46 19.5
 JM0378
 JM0378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0378!SPC CO C     -   0.99952462  x   0.99994202  =   0.99946666
 JM0378!UTM  12      -   0.99952462  x   1.00033678  =   0.99986124
 JM0378
 JM0378:                Primary Azimuth Mark                     Grid Az
 JM0378:SPC CO C     -  MESA AZ MK                               010 35 58.5
 JM0378:UTM  12      -  MESA AZ MK                               007 08 15.4
 JM0378
 JM0378|---------------------------------------------------------------------|
 JM0378| PID    Reference Object                     Distance      Geod. Az  |
 JM0378|                                                           dddmmss.s |
 JM0378| CM7619 MESA AZ MK                                         0085434.9 |
 JM0378| CM7621 MESA RM 2                             2.225 METERS 11931     |
 JM0378| HM0490 LONE CONE                                          1832422.3 |
 JM0378| CM7620 MESA RM 1                           194.960 METERS 20651     |
 JM0378| JM0397 SPRUCE                              APPROX.58.9 KM 2084046.8 |
 JM0378| CM7622 MESA RM 3                             8.290 METERS 22130     |
 JM0378| KM0293 GRAND JCT ELEC HSE SMOKE STK        APPROX.37.9 KM 2983651.7 |
 JM0378|---------------------------------------------------------------------|
 JM0378
 JM0378                          SUPERSEDED SURVEY CONTROL
 JM0378
 JM0378  NAD 83(1986)-  38 54 00.87376(N)    108 10 46.02441(W) AD(       ) 1
 JM0378  NAD 27      -  38 54 00.93800(N)    108 10 43.73800(W) AD(       ) 1
 JM0378  NGVD 29 (07/19/86) 3046.1    (m)         9994.     (f) VERT ANG       
 JM0378
 JM0378.Superseded values are not recommended for survey control.
 JM0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0378.See file dsdata.txt to determine how the superseded data were derived.
 JM0378
 JM0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ4460009489(NAD 83)
 JM0378_MARKER: DS = TRIANGULATION STATION DISK
 JM0378_SETTING: 0 = UNSPECIFIED SETTING
 JM0378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0378
 JM0378  HISTORY     - Date     Condition        Report By
 JM0378  HISTORY     - 1893     MONUMENTED       CGS
 JM0378  HISTORY     - 1931     GOOD             CGS
 JM0378  HISTORY     - 1934     GOOD             CGS
 JM0378  HISTORY     - 1937     SEE DESCRIPTION  CGS
 JM0378  HISTORY     - 1965     GOOD             USGS
 JM0378  HISTORY     - 1966     GOOD             USFS
 JM0378
 JM0378                          STATION DESCRIPTION
 JM0378
 JM0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1893 (WE)
 JM0378'A SHORT DISTANCE NORTH OF THE MOST WESTERN POINT OF THAT PART
 JM0378'OF THE GRAND MESA WHICH IS SOUTHEAST OF CONNAH CREEK WITHIN ABOUT
 JM0378'40 FEET OF THE EDGE OF THE RIM ROCK WHICH LIMITS THE MESA.
 JM0378'THE STATION IS MARKED BY A COPPER BOLT SET IN THE SOLID, LAVA
 JM0378'ROCK.  IT IS ALSO MARKED ABOUT 10 INCHES ABOVE THE GROUND BY
 JM0378'A DRILL HOLE IN A BRICK EMBEDDED IN THE MASONRY WHICH FILLS
 JM0378'THE SPACE BETWEEN THE BASES OF THE THREE SMALL BRICK PIERS USED
 JM0378'TO SUPPORT THE INSTRUMENT.
 JM0378
 JM0378                          STATION RECOVERY (1931)
 JM0378
 JM0378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1931 (CIA)
 JM0378'RECOVERED AS DESCRIBED BY C.A.S. IN 1931.  THE COPPER BOLT
 JM0378'WAS RECOVERED AND THE STATION RE-MARKED WITH A STANDARD COAST
 JM0378'AND GEODETIC SURVEY DISK.
 JM0378'
 JM0378'REPORT BY C.A. SCHANCK, 1931--
 JM0378'
 JM0378'THIS STATION IS A SUPPLEMENTAL STATION OF THE 39TH PARALLEL
 JM0378'ARC, DESCRIBED AS FOLLOWS--A SHORT DISTANCE NORTH OF THE
 JM0378'MOST WESTERN PART OF THAT PART OF GRAND MESA WHICH IS SOUTHEAST
 JM0378'OF KANNAH CREEK, WITHIN ABOUT 40 FEET OF THE EDGE OF THE RIM
 JM0378'ROCK WHICH LIMITS THE MESA.  STATION MARK--A COPPER BOLT SET
 JM0378'IN THE SOLID LAVA ROCK.  IT IS ALSO MARKED ABOUT 10 INCHES
 JM0378'ABOVE THE GROUND BY A DRILL HOLE IN A BRICK EMBEDDED IN THE
 JM0378'MASONRY WHICH FILLS THE SPACES BETWEEN THE BASES OF THE THREE
 JM0378'SMALL BRICK PIERS USED TO SUPPORT THE INSTRUMENT.  THE COPPER
 JM0378'BOLT WAS NOT LOOKED FOR, BUT CAN BE RECOVERED APPARENTLY.
 JM0378'THERE IS A LARGE TRIPOD OVER THE STATION.  THE POLE IN ITS
 JM0378'CENTER RESTS ON THE MASONRY BETWEEN THE PIERS.  IT WAS
 JM0378'LEFT STANDING TO IDENTIFY THE POINT FROM A DISTANCE.  THE
 JM0378'STATION IS IN SEC. 24, T. 13 S., R. 97 W., ABOUT 23 MILES
 JM0378'AIRLINE SOUTHEAST BY EAST OF GRAND JUNCTION, ABOUT 12
 JM0378'MILES NORTH-NORTHWEST OF DELTA, ON THE GRAND MESA
 JM0378'NATIONAL FOREST, 5 MILES SOUTH OF KANNAH CREEK, 3-1/2 MILES
 JM0378'SOUTHWEST OF CHAMBERS RESERVOIR.
 JM0378
 JM0378                          STATION RECOVERY (1934)
 JM0378
 JM0378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (EBL)
 JM0378'STATION IS ABOUT 25 MILES AIRLINE EAST-SOUTHEAST OF GRAND
 JM0378'JUNCTION.  ABOUT 12 MILES AIRLINE NORTH-NORTHWEST OF DELTA.
 JM0378'ABOUT 2 MILES AIRLINE EAST OF THE WEST BOUNDARY OF THE GRAND
 JM0378'MESA NATIONAL FOREST.  IN SEC. 24, T. 13 S., R. 97 W.  A SHORT
 JM0378'DISTANCE NORTH OF THE WESTERN PART OF THAT PART OF GRAND
 JM0378'MESA WHICH IS SOUTHEAST OF KANNAH CREEK, WITHIN ABOUT 35 FEET
 JM0378'OF THE EDGE OF THE RIM OF THE MESA.  THIS MESA IS THE LARGEST
 JM0378'TABLE-TOPPED MOUNTAIN IN THE UNITED STATES.  IT IS 53 SQUARE
 JM0378'MILES IN AREA.
 JM0378'
 JM0378'BEST REACHED FROM MESA, COLORADO BY TAKING THE STATE HIGHWAY
 JM0378'65 FOR 12.7 MILES TO THE MESA LAKES RESORT.  FROM HERE CONTINUE
 JM0378'ON SAME ROAD FOR 3.4 MILES TO WHERE A ROAD LEADS OFF TO THE
 JM0378'RIGHT AND SIGN READS LANDSEND 11 MILES.  TAKE THIS ROAD TO THE
 JM0378'RIGHT AND GO 1.1 MILES TO WHERE A DIM ROAD LEADS OFF TO THE
 JM0378'LEFT DOWN ACROSS CREEK.  TAKE THIS ROAD TO THE LEFT AND GO
 JM0378'ALONG COW TRAIL IN SOUTHWESTERLY DIRECTION FOR ABOUT 4.8 MILES
 JM0378'TO THE SHEEP CREEK RESERVOIR.  FROM HERE PASS THROUGH GATE
 JM0378'IN LOG FENCE AND GO AROUND SOUTHEAST END OF RESERVOIR AND
 JM0378'FOLLOW DIM TRAIL IN A NORTHWESTERLY DIRECTION FOR ABOUT 2.6
 JM0378'MILES TO THE KRAMERS RESERVOIR.  FROM HERE CONTINUE IN A
 JM0378'SOUTHWESTERLY DIRECTION TO THE RIM AND STATION.  THE LAST
 JM0378'DISTANCE IS ABOUT 3.8 MILES.  THE LAST 11 MILES IS OVER OPEN
 JM0378'COUNTRY WITH GROUPS OF TALL PINES HERE AND THERE AND THE
 JM0378'GOING IS SLOW AND ROUGH.
 JM0378
 JM0378                          STATION RECOVERY (1937)
 JM0378
 JM0378'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 JM0378'THE STATION IS ABOUT 25 MILES SOUTHEAST OF GRAND JUNCTION,
 JM0378'AND ABOUT 12.5 MILES NORTHWEST OF DELTA, ON THE WEST RIM OF
 JM0378'THE SOUTHERNMOST SPUR OF GRAND MESA.  STATION WAS FOUND AS
 JM0378'DESCRIBED BY C.I. ASLACKSON IN 1931.  STATION AND REFERENCE
 JM0378'MARKS ARE IN GOOD CONDITION.  THE STATION IS A STANDARD DISK
 JM0378'SET IN A TRIANGLE OF BRICKS ABOUT TEN INCHES HIGH.  REFERENCE
 JM0378'MARK NO. 1 IS APPROXIMATELY 635 FEET SOUTH, 187 DEG
 JM0378'(MAGNETIC) FROM THE STATION.  REFERENCE MARK NO. 2
 JM0378'IS 7.3 FEET EAST.  STATION IS ABOUT 30 FEET FROM THE WEST
 JM0378'RIM AND ABOUT 670 FEET NORTH OF THE SOUTH RIM OF GRAND MESA.
 JM0378'A NEW REFERENCE MARK WAS ESTABLISHED AND STAMPED
 JM0378'R.M. NO 3 1937.
 JM0378'
 JM0378'STATION IS REACHED FROM DELTA BY GOING NORTH AND NORTHEAST ON
 JM0378'COLORADO STATE HIGHWAY 65 FOR 34.8 MILES TO THE GRAND MESA POST
 JM0378'OFFICE.  CONTINUE ON HIGHWAY 65 FOR 6.5 MILES TO A GRADED
 JM0378'ROAD LEADING TO THE LEFT.  TURN LEFT AND GO 1.15 MILES TO A
 JM0378'LOG-ROAD LEADING LEFT.  TURN LEFT AND FOLLOW MAIN TRAVELED
 JM0378'ROAD 5.35 MILES TO THE GRAND JUNCTION CITY RESERVOIR AND END
 JM0378'OF TRUCK TRAVEL.  FROM HERE THE STATION BEARS 210 DEG
 JM0378'(MAGNETIC) AND IS SIX MILES AWAY.  SKIRT THE RESERVOIR TO A
 JM0378'POINT SOUTH OF THE END OF TRUCK TRAVEL WHERE THERE IS A
 JM0378'NOTCH IN THE TREES ALONG THE SHORE.  GO THROUGH THE NOTCH AND
 JM0378'BEARING FIRST SOUTHWEST AND THEN SOUTH FOR ABOUT 200
 JM0378'YARDS UNTIL AN OPENING IN THE TREES IS REACHED WHICH EXTENDS
 JM0378'SOUTH-SOUTHWEST.  CONTINUE DOWN THE OPENING UNTIL A CABIN AND A
 JM0378'DAM IS SIGHTED IN THE DISTANCE.  HEAD FOR THE CABIN UNTIL
 JM0378'THE LAKE IN FRONT OF THE DAM IS SIGHTED.  SKIRT THE LAKE ON
 JM0378'THE EAST SIDE AND HEAD FOR THE ONLY OPENING IN THE TREES TO
 JM0378'THE SOUTHWEST.  GOING THROUGH THIS OPENING AND HEADING FOR
 JM0378'THE HIGHEST GROUND, AN OLD CATTLE BEDDING GROUND IS REACHED
 JM0378'ABOUT ONE MILE SOUTH-SOUTHWEST OF THE BEFORE-MENTIONED
 JM0378'CABIN.  HERE TAKE A COMPASS BEARING OF 210 DEG AND GO IN
 JM0378'THAT DIRECTION 2.5 MILES TO THE RIM AND STATION.
 JM0378
 JM0378                          STATION RECOVERY (1965)
 JM0378
 JM0378'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 JM0378'IN 1914, STATION MARK WAS A
 JM0378'COPPERBOLT IN SOLID ROCK, REMARKED BY NGS WITH A DISK IN 1937.
 JM0378'
 JM0378'STATION MARK--STANDARD USC AND GS DISK, STAMPED ---MESA 1893 1937---,
 JM0378'SET IN A TRIANGLE-SHAPED BRICK MASONARY WORK, PROJECTING ABOUT 1.0
 JM0378'FT. ABOVE THE GROUND.
 JM0378
 JM0378                          STATION RECOVERY (1966)
 JM0378
 JM0378'RECOVERY NOTE BY US FOREST SERVICE 1966
 JM0378'STATION MARK AND ALL REFERENCE MARKS WERE RECOVERED.
 JM0378'
 JM0378'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--25 MILES
 JM0378'SSE GRAND JUNCTION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0679 ***********************************************************************
 LK0679  DESIGNATION -  MESSEX
 LK0679  PID         -  LK0679
 LK0679  STATE/COUNTY-  CO/MORGAN
 LK0679  USGS QUAD   -  MESSEX (1984)
 LK0679
 LK0679                         *CURRENT SURVEY CONTROL
 LK0679  ___________________________________________________________________
 LK0679* NAD 83(1992)-  40 26 50.67297(N)    103 28 33.21158(W)     ADJUSTED  
 LK0679* NAVD 88     -      1324.6    (meters)    4346.     (feet)  VERTCON   
 LK0679  ___________________________________________________________________
 LK0679  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 LK0679  GEOID HEIGHT-         -19.59  (meters)                     GEOID03
 LK0679
 LK0679  HORZ ORDER  -  FIRST
 LK0679
 LK0679.The horizontal coordinates were established by classical geodetic methods
 LK0679.and adjusted by the National Geodetic Survey in January 1993..
 LK0679
 LK0679.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0679
 LK0679.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0679
 LK0679.The geoid height was determined by GEOID03.
 LK0679
 LK0679;                    North         East     Units Scale Factor Converg.
 LK0679;SPC CO N     -   430,457.913 1,086,093.531   MT  0.99996272   +1 18 28.2
 LK0679;SPC CO N     - 1,412,260.67  3,563,291.86   sFT  0.99996272   +1 18 28.2
 LK0679;UTM  13      - 4,478,532.545   629,246.779   MT  0.99980563   +0 59 20.0
 LK0679
 LK0679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0679!SPC CO N     -   0.99979532  x   0.99996272  =   0.99975805
 LK0679!UTM  13      -   0.99979532  x   0.99980563  =   0.99960099
 LK0679
 LK0679|---------------------------------------------------------------------|
 LK0679| PID    Reference Object                     Distance      Geod. Az  |
 LK0679|                                                           dddmmss.s |
 LK0679| CP7739 MESSEX RM 1                          19.950 METERS 13741     |
 LK0679| CP7740 MESSEX RM 2                          16.413 METERS 27915     |
 LK0679| LK0680 MESSEX AZ MK                        484.379 METERS 3280013.3 |
 LK0679|---------------------------------------------------------------------|
 LK0679
 LK0679                          SUPERSEDED SURVEY CONTROL
 LK0679
 LK0679  NAD 83(1986)-  40 26 50.66484(N)    103 28 33.21074(W) AD(       ) 1
 LK0679  NAD 27      -  40 26 50.73920(N)    103 28 31.41760(W) AD(       ) 1
 LK0679  NGVD 29 (07/19/86) 1324.0    (m)         4344.     (f) VERT ANG       
 LK0679
 LK0679.Superseded values are not recommended for survey control.
 LK0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0679.See file dsdata.txt to determine how the superseded data were derived.
 LK0679
 LK0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE2924778533(NAD 83)
 LK0679_MARKER: DS = TRIANGULATION STATION DISK
 LK0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0679
 LK0679  HISTORY     - Date     Condition        Report By
 LK0679  HISTORY     - 1934     MONUMENTED       CGS
 LK0679  HISTORY     - 1935     GOOD             CGS
 LK0679  HISTORY     - 1949     GOOD             USGS
 LK0679  HISTORY     - 1969     GOOD             CGS
 LK0679  HISTORY     - 1979     GOOD             NGS
 LK0679
 LK0679                          STATION DESCRIPTION
 LK0679
 LK0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (WRP)
 LK0679'LOCALITY--SEC. 36, T. 6 N., R. 58 W.  THE STATION IS ON THE
 LK0679'HIGHEST POINT OF THE NORTHWESTERLY OF TWO ISOLATED BUTTES ABOUT
 LK0679'8-1/2 MILES, AIRLINE, NORTH-NORTHEAST OF HILLROSE AND 3 MILES
 LK0679'NORTH OF THE SOUTH PLATTE RIVER.  THE COUNTRY FOR SEVERAL MILES
 LK0679'IN EVERY DIRECTION IS ROLLING PASTURE LAND.  MARK PROJECTS
 LK0679'6 INCHES.
 LK0679'
 LK0679'THE STATION MAY BE REACHED FROM HILLROSE BY GOING WEST 0.3 MILE,
 LK0679'NORTH 2.5 MILES, WESTERLY ALONG RAILROAD FOR 2.0 MILES, AND
 LK0679'THENCE DUE NORTH FOR 7.2 MILES TO CROSSROADS.  FROM CROSSROADS
 LK0679'GO DUE EAST 3.0 MILES, PASS THROUGH WIRE GATE TO WEST OF
 LK0679'T-INTERSECTION AND GO EAST-NORTHEAST ACROSS COUNTRY FOR 1.8
 LK0679'MILES TO THE HIGHEST BUTTE IN THE VICINITY AND STATION.
 LK0679'
 LK0679'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 LK0679'BRONZE DISKS SET.
 LK0679'
 LK0679'REFERENCE MARK NO. 1 IS EAST-SOUTHEAST OF THE STATION AND
 LK0679'PROJECTS 6 INCHES.
 LK0679'
 LK0679'REFERENCE MARK NO. 2 IS WEST-SOUTHWEST OF THE STATION AND
 LK0679'PROJECTS 6 INCHES.
 LK0679'
 LK0679'AZIMUTH MARK IS WEST-NORTHWEST OF THE STATION ON A CONTINUATION
 LK0679'OF THE STATION RIDGE, BUT WHICH GRADUALLY BECOMES LOWER AS IT
 LK0679'RUNS TOWARDS THE NORTHWEST.  THE MARK IS ONE FOOT SOUTH OF AN
 LK0679'EAST-WEST FENCE AND PROJECTS 6 INCHES.
 LK0679'
 LK0679'A 4-FOOT STAND WILL CLEAR ALL LINES.
 LK0679
 LK0679                          STATION RECOVERY (1935)
 LK0679
 LK0679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (CAW)
 LK0679'THE DIRECTIONS TO REACH THE STATION SHOULD BE READ--
 LK0679'
 LK0679'THE STATION MAY BE REACHED FROM SNYDER BY GOING NORTHEAST
 LK0679'ALONG THE RAILROAD FOR 2.0 MILES, THENCE DUE NORTH FOR 6.2 MILES
 LK0679'TO CROSSROADS.
 LK0679'
 LK0679'FOR THE REMAINDER OF THE DESCRIPTION, THE ORIGINAL IS SATISFACTORY.
 LK0679'THERE IS NO WAY TO CROSS THE PLATTE RIVER BY GOING NORTH FROM
 LK0679'HILLROSE AS THE ORIGINAL READS.  THE DISTANCE BETWEEN THE POINT
 LK0679'WHERE THE ROUTE LEAVES THE RAILROAD AND THE CROSSROADS MENTIONED
 LK0679'IN THE DESCRIPTION SHOULD BE 6.2 MILES INSTEAD OF 7.2 MILES.
 LK0679
 LK0679                          STATION RECOVERY (1949)
 LK0679
 LK0679'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 LK0679'STATION MARK--STANDARD BRONZE DISK, SET ON TOP OF CONCRETE POST,
 LK0679'PROJECTING 6 IN. ABOVE GROUND.
 LK0679
 LK0679                          STATION RECOVERY (1969)
 LK0679
 LK0679'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JLC)
 LK0679'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 LK0679'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 HAS BEEN HIT.
 LK0679'
 LK0679'A DIFFERENCE WAS FOUND IN THE DISTANCE AND DIRECTION TO
 LK0679'REFERENCE MARK 1.  THE DISTANCE WAS LONGER BY 0.024 METERS AND
 LK0679'THE DIFFERENCE IN DIRECTION WAS 03 MIN 05 SEC.
 LK0679'
 LK0679'REFERENCE MARK 2 AND THE AZIMUTH MARK CHECKED THE 1934 DATA.
 LK0679'
 LK0679'THE DISTANCE BETWEEN REFERENCE MARKS 1 AND 2 WAS 0.1 FOOT LONGER.
 LK0679'
 LK0679'DUE TO CHANGES IN THE AREA A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 LK0679'
 LK0679'THE STATION IS LOCATED ABOUT 11 MILES NORTHEAST OF SNYDER IN
 LK0679'SECTION 36, T. 6 N., R. 58 W. ON THE HIGHEST HILL IN THE AREA.  THE
 LK0679'LAND IS OWNED BY THE STATE.
 LK0679'
 LK0679'TO REACH THE STATION FROM THE RAILROAD CROSSING ABOUT 0.2 MILE
 LK0679'SOUTHEAST OF THE POST OFFICE IN SNYDER, GO NORTHEAST ON A
 LK0679'MACADAM ROAD THAT RUNS PARALLEL TO THE RAILROAD TRACKS FOR 2.1
 LK0679'MILES TO A SIDE ROAD LEFT.  TURN LEFT CROSSING THE RAILROAD
 LK0679'TRACKS AND GO NORTH ON A GRAVEL ROAD FOR 6.25 MILE TO A
 LK0679'CROSSROAD.  TURN RIGHT AND GO EAST ON A GRAVEL ROAD FOR 3 MILES
 LK0679'TO WHERE THE ROAD TURNS LEFT.  TURN LEFT AND GO NORTH ON THE
 LK0679'ROAD FOR 0.25 MILE TO A TRACK ROAD RIGHT.  TURN RIGHT PASSING
 LK0679'BETWEEN AN OIL CRACKER AND TWO OIL STORAGE TANKS AND GO
 LK0679'NORTHEAST ACROSS A PASTURE ON A WELL DEFINED TRACK ROAD FOR
 LK0679'1.45 MILE TO A FORK BY A FENCE CORNER.  TAKE THE RIGHT FORK
 LK0679'AND GO EAST ALONG THE SOUTH SIDE OF A FENCE FOR 0.25 MILE TO
 LK0679'WHERE THE ROAD BEARS TO THE SOUTHEAST*.  CONTINUE ON THE ROAD
 LK0679'FOR 0.4 MILE.  FROM THIS POINT TURN SHARP LEFT AND GO
 LK0679'ABOUT 100 YARDS TO THE TOP OF THE HIGHEST HILL IN THE VICINITY
 LK0679'AND THE STATION.
 LK0679'
 LK0679'THE STATION MARK IS A STANDARD DISK STAMPED MESSEX 1934, SET IN
 LK0679'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 8
 LK0679'INCHES.  IT IS 5.2 FEET SOUTH-SOUTHEAST OF A METAL WITNESS
 LK0679'POST.
 LK0679'
 LK0679'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MESSEX NO 1 1934,
 LK0679'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 LK0679'PROJECTS 10 INCHES.  IT IS 69.6 FEET SOUTHEAST OF THE METAL
 LK0679'WITNESS POST AND IS LOCATED ON THE SOUTHEAST SLOPE OF THE
 LK0679'HILL.
 LK0679'
 LK0679'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MESSEX NO 2 1934,
 LK0679'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 LK0679'PROJECTS 8 INCHES.  IT IS 53.2 FEET WEST OF THE METAL WITNESS
 LK0679'POST AND IS LOCATED ON THE WEST SLOPE OF THE HILL.
 LK0679'
 LK0679'THE AZIMUTH MARK IS A STANDARD REFERENCE DISK STAMPED MESSEX
 LK0679'AZIMUTH 1934, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 LK0679'MONUMENT THAT PROJECTS 12 INCHES.  IT IS 84.7 FEET NORTH OF A
 LK0679'METAL WITNESS POST SET IN AN EAST-WEST FENCE AND IS LOCATED
 LK0679'ON THE STATION RIDGE.
 LK0679'
 LK0679'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ALONG THE
 LK0679'FENCE FOR 0.1 MILE TO THE TOP OF THE RIDGE AND THE AZIMUTH
 LK0679'MARK ON THE LEFT.
 LK0679'
 LK0679'HEIGHT OF LIGHT ABOVE STATION MARK 3.2 FEET.
 LK0679'
 LK0679'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 LK0679'APPROX. 11 MILES NE OF SNYDER.
 LK0679
 LK0679                          STATION RECOVERY (1979)
 LK0679
 LK0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 LK0679'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE TO
 LK0679'REFERENCE MARK 1 DID NOT CHECK THE 1969 MEASUREMENT BY 0.016 METERS,
 LK0679'DISTANCE TO REFERENCE MARK 2 CHECKED GOOD, DIRECTION TO MARKS CHECKED
 LK0679'ADEQUATELY.  LOCATION OF AND ROUTE TO STATION WAS ADEQUATELY DESCRIBED
 LK0679'
 LK0679'STATION MARK, A STANDARD DISK, STAMPED MESSEX 1934, SET IN THE TOP OF
 LK0679'A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 8 INCHES, 5.2 FEET SOUTH
 LK0679'OF A METAL WITNESS POST, 2.3 FEET NORTHEAST OF A METAL WITNESS POST.
 LK0679'
 LK0679'REFERENCE MARK 1, A STANDARD DISK, STAMPED MESSEX NO 1 1934, SET IN
 LK0679'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES.
 LK0679'
 LK0679'REFERENCE MARK 2, A STANDARD DISK, STAMPED MESSEX NO 2 1934, SET IN
 LK0679'THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 7 INCHES.
 LK0679'
 LK0679'AZIMUTH MARK, A STANDARD REFERENCE MARK DISK, STAMPED MESSEX AZIMUTH
 LK0679'1934, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 9
 LK0679'INCHES, 84.5 FEET NORTH OF AN EAST-WEST FENCE AND METAL WITNESS POST,
 LK0679'2 FEET EAST OF A METAL WITNESS POST AND AT THE SOUTH EDGE OF A NARROW
 LK0679'CATTLE TRAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0972 ***********************************************************************
 JJ0972  DESIGNATION -  METZ
 JJ0972  PID         -  JJ0972
 JJ0972  STATE/COUNTY-  CO/LINCOLN
 JJ0972  USGS QUAD   -  METZ SPRINGS (1978)
 JJ0972
 JJ0972                         *CURRENT SURVEY CONTROL
 JJ0972  ___________________________________________________________________
 JJ0972* NAD 83(1992)-  38 35 24.36642(N)    103 31 02.11593(W)     ADJUSTED  
 JJ0972* NAVD 88     -      1529.9    (meters)    5019.     (feet)  VERTCON   
 JJ0972  ___________________________________________________________________
 JJ0972  LAPLACE CORR-          -5.73  (seconds)                    DEFLEC99
 JJ0972  GEOID HEIGHT-         -21.39  (meters)                     GEOID03
 JJ0972
 JJ0972  HORZ ORDER  -  FIRST
 JJ0972
 JJ0972.The horizontal coordinates were established by classical geodetic methods
 JJ0972.and adjusted by the National Geodetic Survey in January 1993..
 JJ0972
 JJ0972.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0972
 JJ0972.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0972
 JJ0972.The geoid height was determined by GEOID03.
 JJ0972
 JJ0972;                    North         East     Units Scale Factor Converg.
 JJ0972;SPC CO C     -   390,692.511 1,087,128.570   MT  0.99997541   +1 15 01.8
 JJ0972;SPC CO C     - 1,281,797.01  3,566,687.65   sFT  0.99997541   +1 15 01.8
 JJ0972;SPC CO S     -   520,114.697 1,087,139.153   MT  1.00003238   +1 12 58.2
 JJ0972;SPC CO S     - 1,706,409.64  3,566,722.37   sFT  1.00003238   +1 12 58.2
 JJ0972;UTM  13      - 4,272,333.695   629,134.269   MT  0.99980535   +0 55 29.9
 JJ0972
 JJ0972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0972!SPC CO C     -   0.99976336  x   0.99997541  =   0.99973878
 JJ0972!SPC CO S     -   0.99976336  x   1.00003238  =   0.99979573
 JJ0972!UTM  13      -   0.99976336  x   0.99980535  =   0.99956876
 JJ0972
 JJ0972|---------------------------------------------------------------------|
 JJ0972| PID    Reference Object                     Distance      Geod. Az  |
 JJ0972|                                                           dddmmss.s |
 JJ0972| JJ0971 T17S R55W SEC 1 TRACT COR            20.020 METERS 21022     |
 JJ0972| JJ0970 ADOBE                               APPROX.10.3 KM 3412209.1 |
 JJ0972|---------------------------------------------------------------------|
 JJ0972
 JJ0972                          SUPERSEDED SURVEY CONTROL
 JJ0972
 JJ0972  NAD 83(1986)-  38 35 24.36078(N)    103 31 02.11782(W) AD(       ) 1
 JJ0972  NAD 27      -  38 35 24.36200(N)    103 31 00.33000(W) AD(       ) 1
 JJ0972  NGVD 29 (07/19/86) 1529.2    (m)         5017.     (f) VERT ANG       
 JJ0972
 JJ0972.Superseded values are not recommended for survey control.
 JJ0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0972.See file dsdata.txt to determine how the superseded data were derived.
 JJ0972
 JJ0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC2913472334(NAD 83)
 JJ0972_MARKER: DS = TRIANGULATION STATION DISK
 JJ0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0972
 JJ0972  HISTORY     - Date     Condition        Report By
 JJ0972  HISTORY     - 1922     MONUMENTED       CGS
 JJ0972
 JJ0972                          STATION DESCRIPTION
 JJ0972
 JJ0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 JJ0972'ON WILD HORSE POINT, 2-1/2 MILES WEST OF GREEN KNOLL, 6 MILES
 JJ0972'SOUTH OF HERPSBERGERS HORSE RANCH, 3 MILES SOUTHEAST OF
 JJ0972'WILSONS HOMESTEAD AND METZ SPRINGS, 400 METERS WEST OF THE
 JJ0972'BLUFF, AND 30 METERS NORTHEAST OF THE WAGON ROAD.  SURFACE
 JJ0972'MARK IS DISK SET, WITH UNDERGROUND
 JJ0972'MARK A DISK SET.  A REFERENCE MARK, A
 JJ0972'DISK SET, IS 9.95 METERS (32.6
 JJ0972'FEET) FROM THE STATION.  A TRACT
 JJ0972'CORNER IN T. 17 S., R. 55 W., METES AND BOUNDS SURVEY OF
 JJ0972'1919, BEING AN ANGLE POINT 6 OF TRACT 39 AND 3 OF TRACT 41
 JJ0972'ON BOUNDARY TRACT 65, IS UNDER THE CATTLE GUARD IN THE FENCE
 JJ0972'LINE WHICH RUNS 10 METERS WEST OF THE STATION.  THIS
 JJ0972'TRACT CORNER IS 20.02 METERS (65.7 FEET) FROM THE STATION
 JJ0972'S 30 DEG 29 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0239 ***********************************************************************
 KM0239  DESIGNATION -  MEYERS
 KM0239  PID         -  KM0239
 KM0239  STATE/COUNTY-  CO/RIO BLANCO
 KM0239  USGS QUAD   -  SEGAR MOUNTAIN (1952)
 KM0239
 KM0239                         *CURRENT SURVEY CONTROL
 KM0239  ___________________________________________________________________
 KM0239* NAD 83(1992)-  39 53 16.42226(N)    108 07 14.09028(W)     ADJUSTED  
 KM0239* NAVD 88     -      2391.5    (meters)    7846.     (feet)  VERTCON   
 KM0239  ___________________________________________________________________
 KM0239  LAPLACE CORR-           5.42  (seconds)                    DEFLEC99
 KM0239  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 KM0239
 KM0239  HORZ ORDER  -  THIRD
 KM0239
 KM0239.The horizontal coordinates were established by classical geodetic methods
 KM0239.and adjusted by the National Geodetic Survey in January 1993..
 KM0239
 KM0239.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0239
 KM0239.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0239
 KM0239.The geoid height was determined by GEOID03.
 KM0239
 KM0239;                    North         East     Units Scale Factor Converg.
 KM0239;SPC CO N     -   369,685.177   690,292.648   MT  0.99997678   -1 41 35.7
 KM0239;SPC CO N     - 1,212,875.45  2,264,735.13   sFT  0.99997678   -1 41 35.7
 KM0239;UTM  12      - 4,419,284.008   746,206.441   MT  1.00034633   +1 50 50.9
 KM0239
 KM0239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0239!SPC CO N     -   0.99962750  x   0.99997678  =   0.99960429
 KM0239!UTM  12      -   0.99962750  x   1.00034633  =   0.99997370
 KM0239
 KM0239:                Primary Azimuth Mark                     Grid Az
 KM0239:SPC CO N     -  MAGNOLIA                                 277 23 52.3
 KM0239:UTM  12      -  MAGNOLIA                                 273 51 25.7
 KM0239
 KM0239|---------------------------------------------------------------------|
 KM0239| PID    Reference Object                     Distance      Geod. Az  |
 KM0239|                                                           dddmmss.s |
 KM0239| KM0245 MAGNOLIA                            APPROX. 4.7 KM 2754216.6 |
 KM0239|---------------------------------------------------------------------|
 KM0239
 KM0239                          SUPERSEDED SURVEY CONTROL
 KM0239
 KM0239  NAD 83(1986)-  39 53 16.41628(N)    108 07 14.08367(W) AD(       ) 3
 KM0239  NAD 27      -  39 53 16.51071(N)    108 07 11.79609(W) AD(       ) 3
 KM0239  NGVD 29 (07/19/86) 2390.1    (m)         7842.     (f) VERT ANG       
 KM0239
 KM0239.Superseded values are not recommended for survey control.
 KM0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0239.See file dsdata.txt to determine how the superseded data were derived.
 KM0239
 KM0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYK4620619284(NAD 83)
 KM0239_MARKER: DD = SURVEY DISK
 KM0239_SETTING: 0 = UNSPECIFIED SETTING
 KM0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0239
 KM0239  HISTORY     - Date     Condition        Report By
 KM0239  HISTORY     - 1950     MONUMENTED       USGS
 KM0239
 KM0239                          STATION DESCRIPTION
 KM0239
 KM0239'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KM0239'LOCATED IN SW. 1/4 SEC. 12, T 2 S, R 96 W, AND ABOUT 6.0 MI. (AIRLINE)
 KM0239'N. OF PICEANCE HIGHWAY AND ABOUT 11.0 MI. (AIRLINE) NW. OF RIO BLANCO,
 KM0239'COLORADO, ON A BRUSH COVERED N-S. HIGH RIDGE.
 KM0239'
 KM0239'TO REACH FROM INTERSECTION OF PICEANCE CREEK ROAD AND STATE HIGHWAY 13
 KM0239'AT RIO BLANCO, COLORADO, PROCEED W. ON COUNTY RD. 17.6 MI. TO RD.
 KM0239'INTERSECTION, TURN RIGHT (N.) AND FOLLOW RD. UP DRAIN 4.7 MI. TO
 KM0239'INTERSECTION AND TOP OF RIDGE, TURN RIGHT (E.) AND FOLLOW MAIN RD. 4.4
 KM0239'MI. TO INTERSECTION, TURN LEFT (N.) AND GO 0.2 MI. TO A RD. FORK, TURN
 KM0239'LEFT AND FOLLOW RD. 0.4 MI. TO STATION SITE, ABOUT 250 FT. W. OF RD.
 KM0239'
 KM0239'STATION MARK--STANDARD TABLET, STAMPED ---MEYERS 1950 VABM 7841---,
 KM0239'IN A CONCRETE MONUMENT, PROTRUDING 3 IN. ABOVE GROUND.
 KM0239'
 KM0239'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---NO. 1---,
 KM0239'IN A CONCRETE MONUMENT, PROTRUDING 4 IN. ABOVE GROUND, 106.85 FT. FROM
 KM0239'STATION, S 16 DEG 31 MIN W.
 KM0239'
 KM0239'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---NO. 2---,
 KM0239'IN A CONCRETE MONUMENT, PROTRUDING 4 IN. ABOVE GROUND, 81.42 FT. FROM
 KM0239'STATION, N 74 DEG 18 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0633 ***********************************************************************
 LK0633  DESIGNATION -  MEYERS
 LK0633  PID         -  LK0633
 LK0633  STATE/COUNTY-  CO/LOGAN
 LK0633  USGS QUAD   -  REIRADON HILL (1951)
 LK0633
 LK0633                         *CURRENT SURVEY CONTROL
 LK0633  ___________________________________________________________________
 LK0633* NAD 83(1992)-  40 31 47.55833(N)    103 02 50.65479(W)     ADJUSTED  
 LK0633* NAVD 88     -      1415.     (meters)    4642.     (feet)  SCALED    
 LK0633  ___________________________________________________________________
 LK0633  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 LK0633  GEOID HEIGHT-         -19.97  (meters)                     GEOID03
 LK0633
 LK0633  HORZ ORDER  -  THIRD
 LK0633
 LK0633.The horizontal coordinates were established by classical geodetic methods
 LK0633.and adjusted by the National Geodetic Survey in January 1993..
 LK0633
 LK0633.The orthometric height was scaled from a topographic map.
 LK0633
 LK0633.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0633
 LK0633.The geoid height was determined by GEOID03.
 LK0633
 LK0633;                    North         East     Units Scale Factor Converg.
 LK0633;SPC CO N     -   440,529.123 1,122,177.636   MT  0.99996869   +1 35 04.9
 LK0633;SPC CO N     - 1,445,302.63  3,681,677.79   sFT  0.99996869   +1 35 04.9
 LK0633;UTM  13      - 4,488,402.800   665,382.599   MT  0.99993668   +1 16 09.0
 LK0633
 LK0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0633!SPC CO N     -   0.99978127  x   0.99996869  =   0.99974997
 LK0633!UTM  13      -   0.99978127  x   0.99993668  =   0.99971797
 LK0633
 LK0633:                Primary Azimuth Mark                     Grid Az
 LK0633:SPC CO N     -  RABBIT                                   238 11 18.8
 LK0633:UTM  13      -  RABBIT                                   238 30 14.7
 LK0633
 LK0633|---------------------------------------------------------------------|
 LK0633| PID    Reference Object                     Distance      Geod. Az  |
 LK0633|                                                           dddmmss.s |
 LK0633| LK0634 RABBIT                              APPROX. 4.4 KM 2394623.7 |
 LK0633| LK0635 STERLING SUG FAC W TANK             APPROX.16.6 KM 3051130.7 |
 LK0633|---------------------------------------------------------------------|
 LK0633
 LK0633                          SUPERSEDED SURVEY CONTROL
 LK0633
 LK0633  NAD 83(1986)-  40 31 47.55189(N)    103 02 50.65345(W) AD(       ) 3
 LK0633  NAD 27      -  40 31 47.61944(N)    103 02 48.94862(W) AD(       ) 3
 LK0633
 LK0633.Superseded values are not recommended for survey control.
 LK0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0633.See file dsdata.txt to determine how the superseded data were derived.
 LK0633
 LK0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE6538388403(NAD 83)
 LK0633_MARKER: DD = SURVEY DISK
 LK0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0633_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LK0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0633+STABILITY: SURFACE MOTION
 LK0633
 LK0633  HISTORY     - Date     Condition        Report By
 LK0633  HISTORY     - 1948     MONUMENTED       USGS
 LK0633
 LK0633                          STATION DESCRIPTION
 LK0633
 LK0633'DESCRIBED BY US GEOLOGICAL SURVEY 1948
 LK0633'STATION IS LOCATED ABOUT 8 MI. E. AND 7 MI. S. OF STERLING, COLORADO,
 LK0633'IN SEC. 34, T 7 N, R 51 W.
 LK0633'
 LK0633'TO REACH STATION FROM THE POST OFFICE IN STERLING, PROCEED SE. ALONG
 LK0633'U.S. HIGHWAY 6 FOR 1.9 MI. TO JUNCTION, THENCE RIGHT ALONG STATE
 LK0633'HIGHWAY 154 FOR 10.0 MI. TO CROSSROADS, THENCE RIGHT (S.) 4.0 MI. TO
 LK0633'CROSSROADS, THENCE RIGHT (W.) ALONG RD. AND TRAIL RD. 2.0 MI. TO N-S.
 LK0633'FENCE LINE.  STATION LIES ABOUT 1600 FT. NW. ON TOP OF HIGHEST KNOLL
 LK0633'IN FIELD AND ABOUT 240 FT. W. OF FENCE LINE.
 LK0633'
 LK0633'STATION MARK--STANDARD STATION TABLET, STAMPED ---MEYERS 1948---, SET
 LK0633'IN 8 X 8 IN. CONCRETE POST, PROJECTING 4 IN. ABOVE GROUND.
 LK0633'
 LK0633'REFERENCE MARK NO. 1--STANDARD TABLET, SET IN 8 X 8 IN. CONCRETE POST,
 LK0633'PROJECTING 4 IN. ABOVE GROUND, STAMPED ---MEYERS 1948 NO. 1---, 347.88
 LK0633'FT. FROM STATION, S 42 DEG 55 MIN W.
 LK0633'
 LK0633'REFERENCE MARK NO. 2--STANDARD TABLET, SET IN 8 X 8 IN. CONCRETE POST,
 LK0633'PROJECTING 4 IN. ABOVE GROUND, STAMPED ---MEYERS 1948 NO. 2---, 437.99
 LK0633'FT. FROM STATION, N 33 DEG 38 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1201 ***********************************************************************
 JK1201  DESIGNATION -  MGNP 1
 JK1201  PID         -  JK1201
 JK1201  STATE/COUNTY-  CO/EL PASO
 JK1201  USGS QUAD   -  PIKEVIEW (1994)
 JK1201
 JK1201                         *CURRENT SURVEY CONTROL
 JK1201  ___________________________________________________________________
 JK1201* NAD 83(1992)-  38 53 06.99421(N)    104 49 06.48673(W)     ADJUSTED  
 JK1201* NAVD 88     -      1885.84   (+/-2cm)    6187.1    (feet)  VERTCON   
 JK1201  ___________________________________________________________________
 JK1201  LAPLACE CORR-         -13.87  (seconds)                    DEFLEC99
 JK1201  GEOID HEIGHT-         -16.81  (meters)                     GEOID03
 JK1201
 JK1201  HORZ ORDER  -  THIRD
 JK1201  VERT ORDER  -  THIRD ? (See Below)
 JK1201
 JK1201.The horizontal coordinates were established by classical geodetic methods
 JK1201.and adjusted by the National Geodetic Survey in January 1993..
 JK1201
 JK1201.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1201.The vertical order pertains to the NGVD 29 superseded value.
 JK1201
 JK1201.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1201
 JK1201.The geoid height was determined by GEOID03.
 JK1201
 JK1201;                    North         East     Units Scale Factor Converg.
 JK1201;SPC CO C     -   421,795.371   973,531.742   MT  0.99994296   +0 25 47.4
 JK1201;SPC CO C     - 1,383,840.31  3,193,995.39   sFT  0.99994296   +0 25 47.4
 JK1201;UTM  13      - 4,304,061.339   515,744.486   MT  0.99960305   +0 06 50.3
 JK1201
 JK1201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1201!SPC CO C     -   0.99970684  x   0.99994296  =   0.99964981
 JK1201!UTM  13      -   0.99970684  x   0.99960305  =   0.99931000
 JK1201
 JK1201                          SUPERSEDED SURVEY CONTROL
 JK1201
 JK1201  NAD 83(1986)-  38 53 06.98532(N)    104 49 06.48223(W) AD(       ) 3
 JK1201  NAD 27      -  38 53 07.00687(N)    104 49 04.56249(W) AD(       ) 3
 JK1201  NGVD 29 (07/19/86) 1884.75   (m)         6183.6    (f) LEVELING    3  
 JK1201
 JK1201.Superseded values are not recommended for survey control.
 JK1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1201.See file dsdata.txt to determine how the superseded data were derived.
 JK1201
 JK1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED1574404061(NAD 83)
 JK1201_MARKER: DD = SURVEY DISK
 JK1201_SETTING: 0 = UNSPECIFIED SETTING
 JK1201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK1201
 JK1201  HISTORY     - Date     Condition        Report By
 JK1201  HISTORY     - 1947     MONUMENTED       USGS
 JK1201  HISTORY     - 20030715 MARK NOT FOUND   GEOCAC
 JK1201
 JK1201                          STATION DESCRIPTION
 JK1201
 JK1201'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JK1201'STATION IS LOCATED 124 FT. N. OF THE STATION PIKEVIEW ON THE A.T. AND
 JK1201'S.F. RAILROAD, 328 FT. S. OF CROSSROAD, 11 FT. E. OF E. RAIL, IN THE
 JK1201'SE. CORNER OF THE CONCRETE BASE OF SIGNAL BLOCK.  TABLET IS 16 IN.
 JK1201'ABOVE GROUND.
 JK1201'
 JK1201'STATION MARK--STANDARD USGS BRONZE TABLET CEMENTED IN BASE OF SIGNAL
 JK1201'BLOCK, STAMPED ---MGNP-1 1947---.
 JK1201'
 JK1201'REFERENCE MARKS--NONE.
 JK1201
 JK1201                          STATION RECOVERY (2003)
 JK1201
 JK1201'RECOVERY NOTE BY GEOCACHING 2003 (TWS)
 JK1201'BELIEVE THIS BM HAS BEEN DESTROYED.  RAILROAD HAS BEEN ABANDONED AND
 JK1201'ALL SIGNALS REMOVED.  EAST TRACK HAS BEEN REMOVED.  FOUND CUTOFF POST
 JK1201'THAT MAY HAVE BEEN PIKEVIEW SIGN.  AT OLD SWITCH IS POSSIBLE BASE FOR
 JK1201'A SIGNAL THAT WAS REBUILT.  MONUMENT MAYBE WITHIN THE CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4843 ***********************************************************************
 AB4843  DESIGNATION -  MICHAELS
 AB4843  PID         -  AB4843
 AB4843  STATE/COUNTY-  CO/LOGAN
 AB4843  USGS QUAD   -  PEETZ (1953)
 AB4843
 AB4843                         *CURRENT SURVEY CONTROL
 AB4843  ___________________________________________________________________
 AB4843* NAD 83(1992)-  40 52 35.83075(N)    103 02 11.84939(W)     ADJUSTED  
 AB4843* NAVD 88     -      1254.7    (meters)    4116.     (feet)  GPS OBS   
 AB4843  ___________________________________________________________________
 AB4843  X           -  -1,089,635.104 (meters)                     COMP
 AB4843  Y           -  -4,706,001.745 (meters)                     COMP
 AB4843  Z           -   4,152,880.893 (meters)                     COMP
 AB4843  LAPLACE CORR-          -3.06  (seconds)                    DEFLEC99
 AB4843  ELLIP HEIGHT-        1234.94  (meters)          (12/03/02) GPS OBS
 AB4843  GEOID HEIGHT-         -19.76  (meters)                     GEOID03
 AB4843
 AB4843  HORZ ORDER  -  FIRST
 AB4843  ELLP ORDER  -  FOURTH    CLASS II
 AB4843
 AB4843.The horizontal coordinates were established by GPS observations
 AB4843.and adjusted by the National Geodetic Survey in July 1996..
 AB4843
 AB4843.The orthometric height was determined by GPS observations and a
 AB4843.high-resolution geoid model.
 AB4843
 AB4843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4843
 AB4843.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4843
 AB4843.The ellipsoidal height was determined by GPS observations
 AB4843.and is referenced to NAD 83.
 AB4843
 AB4843.The geoid height was determined by GEOID03.
 AB4843
 AB4843;                    North         East     Units Scale Factor Converg.
 AB4843;SPC CO N     -   479,044.280 1,122,021.068   MT  1.00001647   +1 35 30.0
 AB4843;SPC CO N     - 1,571,664.44  3,681,164.12   sFT  1.00001647   +1 35 30.0
 AB4843;UTM  13      - 4,526,916.208   665,435.097   MT  0.99993687   +1 17 06.7
 AB4843
 AB4843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4843!SPC CO N     -   0.99980632  x   1.00001647  =   0.99982279
 AB4843!UTM  13      -   0.99980632  x   0.99993687  =   0.99974320
 AB4843
 AB4843                          SUPERSEDED SURVEY CONTROL
 AB4843
 AB4843  ELLIP H (10/08/96) 1234.98   (m)                       GP(       ) 1 1
 AB4843  ELLIP H (07/08/96) 1235.23   (m)                       GP(       ) 1 1
 AB4843
 AB4843.Superseded values are not recommended for survey control.
 AB4843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4843.See file dsdata.txt to determine how the superseded data were derived.
 AB4843
 AB4843_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF6543526916(NAD 83)
 AB4843_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4843_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AB4843_STAMPING: MICHAELS 1995
 AB4843_MARK LOGO: NGS   
 AB4843_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AB4843_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB4843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4843+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AB4843
 AB4843  HISTORY     - Date     Condition        Report By
 AB4843  HISTORY     - 1995     MONUMENTED       MSAM
 AB4843
 AB4843                          STATION DESCRIPTION
 AB4843
 AB4843'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 AB4843'STATION IS LOCATED ABOUT 9 MILES (14.5 KM) NORTH OF ILIFF, IN THE NW
 AB4843'1/4 OF SEC.  2 T.  10 N., R.  51 W.  TO REACH FROM THE POST OFFICE IN
 AB4843'ILIFF, GO EAST ON A DIRT ROAD FOR 0.1 MILES (0.2 KM) TO SH 138, GO
 AB4843'NORTHEAST ON SH 138 FOR 0.6 MILES (1.0 KM) TO COUNTY ROAD 55, GO NORTH
 AB4843'ON COUNTY ROAD 55 FOR 8 MILES (12.9 KM) TO COUNTY ROAD 62, GO EAST ON
 AB4843'COUNTY ROAD 62 FOR 1.01 MILE (1.63 KM) TO THE STATION ON THE RIGHT
 AB4843'(SOUTH) .  THE STATION IS A STANDARD DISK SET IN A MASS OF CONCRETE,
 AB4843'IT IS 528 FT (160.9 M) EAST OF THE CENTER OF COUNTY ROAD 57, 47 FT
 AB4843'(14.3 M) WEST OF A UTILITY POLE, 19 FT (5.8 M) SOUTH OF THE CENTER OF
 AB4843'COUNTY 62, 5.5 FT (1.7 M) EAST OF A FIBERGLASS WITNESS POST (NOAA) , 5
 AB4843'FT (1.5 M) WEST OF A FIBERGLASS WITNESS POST (NOAA) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0695 ***********************************************************************
 JL0695  DESIGNATION -  MICHI
 JL0695  PID         -  JL0695
 JL0695  STATE/COUNTY-  CO/GUNNISON
 JL0695  USGS QUAD   -  IRIS (1962)
 JL0695
 JL0695                         *CURRENT SURVEY CONTROL
 JL0695  ___________________________________________________________________
 JL0695* NAD 83(1992)-  38 29 23.80125(N)    106 52 22.38543(W)     ADJUSTED  
 JL0695* NAVD 88     -      2533.8    (meters)    8313.     (feet)  VERTCON   
 JL0695  ___________________________________________________________________
 JL0695  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 JL0695  GEOID HEIGHT-         -14.27  (meters)                     GEOID03
 JL0695
 JL0695  HORZ ORDER  -  THIRD
 JL0695
 JL0695.The horizontal coordinates were established by classical geodetic methods
 JL0695.and adjusted by the National Geodetic Survey in January 1993..
 JL0695
 JL0695.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0695
 JL0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0695
 JL0695.The geoid height was determined by GEOID03.
 JL0695
 JL0695;                    North         East     Units Scale Factor Converg.
 JL0695;SPC CO C     -   378,594.637   794,630.110   MT  0.99999239   -0 51 57.1
 JL0695;SPC CO C     - 1,242,105.90  2,607,048.95   sFT  0.99999239   -0 51 57.1
 JL0695;UTM  13      - 4,261,839.544   336,659.101   MT  0.99992857   -1 09 57.2
 JL0695
 JL0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0695!SPC CO C     -   0.99960484  x   0.99999239  =   0.99959723
 JL0695!UTM  13      -   0.99960484  x   0.99992857  =   0.99953343
 JL0695
 JL0695:                Primary Azimuth Mark                     Grid Az
 JL0695:SPC CO C     -  TENDERFOOT                               322 59 58.7
 JL0695:UTM  13      -  TENDERFOOT                               323 17 58.8
 JL0695
 JL0695|---------------------------------------------------------------------|
 JL0695| PID    Reference Object                     Distance      Geod. Az  |
 JL0695|                                                           dddmmss.s |
 JL0695| JL0718 TENDERFOOT                          APPROX. 4.8 KM 3220801.6 |
 JL0695|---------------------------------------------------------------------|
 JL0695
 JL0695                          SUPERSEDED SURVEY CONTROL
 JL0695
 JL0695  NAD 83(1986)-  38 29 23.80060(N)    106 52 22.39578(W) AD(       ) 3
 JL0695  NAD 27      -  38 29 23.83969(N)    106 52 20.24559(W) AD(       ) 3
 JL0695  NGVD 29 (07/19/86) 2532.2    (m)         8308.     (f) VERT ANG       
 JL0695
 JL0695.Superseded values are not recommended for survey control.
 JL0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0695.See file dsdata.txt to determine how the superseded data were derived.
 JL0695
 JL0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC3665961840(NAD 83)
 JL0695_MARKER: DD = SURVEY DISK
 JL0695_SETTING: 66 = SET IN ROCK OUTCROP
 JL0695_SP_SET: SET IN ROCK OUTCROP
 JL0695_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0695+STABILITY: POSITION/ELEVATION WELL
 JL0695
 JL0695  HISTORY     - Date     Condition        Report By
 JL0695  HISTORY     - 1950     MONUMENTED       USGS
 JL0695
 JL0695                          STATION DESCRIPTION
 JL0695
 JL0695'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JL0695'STATION LOCATED ABOUT 5 MI. SE. OF GUNNISON, 0.1 MI. N. OF CURVE IN
 JL0695'RD., ON TOP OF LOW FLAT-TOP HILL.
 JL0695'
 JL0695'TO REACH FROM GUNNISON COURTHOUSE, GO E. ON U.S. HIGHWAY 50,
 JL0695'6 MI. TO 6 MI. LANE,
 JL0695'TURN RIGHT OFF HWY. AND GO S. 1.4 MI.TO RD. FORK, TAKE RIGHT FORK AND
 JL0695'GO 1.4 MI. TO CROSSROADS, CONTINUE S. 0.5 MI. TO FORK, TAKE LEFT FORK
 JL0695'AND GO 1.8 MI. TO FORK, TAKE LEFT FORK AND GO 1.2 MI. TO SADDLE AND
 JL0695'CURVE IN RD., TURN LEFT AND GO N. ACROSS COUNTRY 0.1 MI. TO STATION.
 JL0695'
 JL0695'STATION MARK - STANDARD TABLET SET IN ROCK OUTCROP, STAMPED ---C-MICHI
 JL0695'1950---.
 JL0695'
 JL0695'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0028 ***********************************************************************
 LM0028  DESIGNATION -  MICHIGAN
 LM0028  PID         -  LM0028
 LM0028  STATE/COUNTY-  CO/JACKSON
 LM0028  USGS QUAD   -  COWDREY (1956)
 LM0028
 LM0028                         *CURRENT SURVEY CONTROL
 LM0028  ___________________________________________________________________
 LM0028* NAD 83(1992)-  40 48 08.68526(N)    106 17 34.31596(W)     ADJUSTED  
 LM0028* NAVD 88     -      2428.935  (meters)    7968.93   (feet)  ADJUSTED  
 LM0028  ___________________________________________________________________
 LM0028  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 LM0028  GEOID HEIGHT-         -11.81  (meters)                     GEOID03
 LM0028  DYNAMIC HT  -        2426.435 (meters)    7960.73  (feet)  COMP
 LM0028  MODELED GRAV-     979,507.5   (mgal)                       NAVD 88
 LM0028
 LM0028  HORZ ORDER  -  THIRD
 LM0028  VERT ORDER  -  FIRST     CLASS II
 LM0028
 LM0028.The horizontal coordinates were established by classical geodetic methods
 LM0028.and adjusted by the National Geodetic Survey in January 1993..
 LM0028
 LM0028.The orthometric height was determined by differential leveling
 LM0028.and adjusted by the National Geodetic Survey in June 1991..
 LM0028
 LM0028.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0028
 LM0028.The geoid height was determined by GEOID03.
 LM0028
 LM0028.The dynamic height is computed by dividing the NAVD 88
 LM0028.geopotential number by the normal gravity value computed on the
 LM0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0028.degrees latitude (g = 980.6199 gals.).
 LM0028
 LM0028.The modeled gravity was interpolated from observed gravity values.
 LM0028
 LM0028;                    North         East     Units Scale Factor Converg.
 LM0028;SPC CO N     -   468,218.556   847,495.808   MT  1.00000315   -0 30 44.3
 LM0028;SPC CO N     - 1,536,147.05  2,780,492.50   sFT  1.00000315   -0 30 44.3
 LM0028;UTM  13      - 4,517,627.459   390,942.599   MT  0.99974639   -0 50 41.7
 LM0028
 LM0028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0028!SPC CO N     -   0.99962098  x   1.00000315  =   0.99962413
 LM0028!UTM  13      -   0.99962098  x   0.99974639  =   0.99936747
 LM0028
 LM0028:                Primary Azimuth Mark                     Grid Az
 LM0028:SPC CO N     -  MICHIGAN AZ MK                           075 06 17.2
 LM0028:UTM  13      -  MICHIGAN AZ MK                           075 26 14.6
 LM0028
 LM0028|---------------------------------------------------------------------|
 LM0028| PID    Reference Object                     Distance      Geod. Az  |
 LM0028|                                                           dddmmss.s |
 LM0028| LM0027 MICHIGAN AZ MK                                     0743532.9 |
 LM0028| LM0029 N 43                                  8.370 METERS 14330     |
 LM0028| LM0026 MICHIGAN RM 2                         7.683 METERS 24300     |
 LM0028|---------------------------------------------------------------------|
 LM0028
 LM0028                          SUPERSEDED SURVEY CONTROL
 LM0028
 LM0028  NAD 83(1986)-  40 48 08.68053(N)    106 17 34.30794(W) AD(       ) 3
 LM0028  NAD 27      -  40 48 08.76900(N)    106 17 32.21600(W) AD(       ) 3
 LM0028  NGVD 29 (??/??/92) 2427.574  (m)         7964.47   (f) ADJ UNCH    1 2
 LM0028
 LM0028.Superseded values are not recommended for survey control.
 LM0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0028.See file dsdata.txt to determine how the superseded data were derived.
 LM0028
 LM0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF9094317627(NAD 83)
 LM0028_MARKER: DS = TRIANGULATION STATION DISK
 LM0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0028_STAMPING: MICHIGAN 1949
 LM0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0028+STABILITY: SURFACE MOTION
 LM0028
 LM0028  HISTORY     - Date     Condition        Report By
 LM0028  HISTORY     - 1949     MONUMENTED       CGS
 LM0028  HISTORY     - 1956     GOOD             CGS
 LM0028  HISTORY     - 1956     GOOD             NGS
 LM0028
 LM0028                          STATION DESCRIPTION
 LM0028
 LM0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LM0028'THE STATION IS LOCATED ABOUT 5-1/4 MILES AIRLINE NORTH OF
 LM0028'WALDEN ALONG THE RIGHT-OF-WAY OF THE NORTH PARK AND WESTERN
 LM0028'RAILROAD.  THE STATION MARK PROJECTS 4 INCHES, IS SET 15 PACES
 LM0028'EAST OF RAILROAD TRACKS, 4 PACES SOUTHWEST OF A WHITE WITNESS
 LM0028'POST AND 5 FEET WEST OF A WIRE FENCE.  THE MARK IS STAMPED,
 LM0028'MICHIGAN 1949.
 LM0028'
 LM0028'BENCH MARK N 43 1934 IS REFERENCE MARK NO. 1.  IT IS SET IN A
 LM0028'12 INCH SQUARE CONCRETE POST THAT PROJECTS 8 INCHES, IS 0.2
 LM0028'METER HIGHER THAN THE STATION MARK AND IS STAMPED, N 43 1934.
 LM0028'
 LM0028'REFERENCE MARK NO. 2 PROJECTS 4 INCHES IS ABOUT THE SAME ELEVATION
 LM0028'AS THE STATION MARK AND IS STAMPED, MICHIGAN NO 2 1949.
 LM0028'
 LM0028'THE AZIMUTH MARK PROJECTS 1 FOOT, IS SET 42 PACES EAST OF STATE
 LM0028'HIGHWAY 125, 4 PACES EAST OF A WIRE FENCE AND 16 FEET SOUTHEAST
 LM0028'OF A WHITE WITNESS POST ON THE WEST SLOPE OF A RIDGE.  THE MARK
 LM0028'IS STAMPED, MICHIGAN 1949.
 LM0028'
 LM0028'TO REACH THE STATION FROM WALDEN.  GO NORTH ON STATE HIGHWAY
 LM0028'125, 5.1 MILES TO THE AZIMUTH MARK ON RIGHT.  CONTINUE NORTH 0.15
 LM0028'MILE TO A ROAD LEFT AT A CATTLE GUARD.  TURN LEFT, GO 0.3
 LM0028'MILE TO RAILROAD TRACKS.  TURN LEFT, GO SOUTH 0.05 MILE TO
 LM0028'STATION.  A DRIVE STATION.
 LM0028
 LM0028                          STATION RECOVERY (1956)
 LM0028
 LM0028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RFL)
 LM0028'5.2 MILES NORTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 LM0028'RAILROAD FROM THE STATION AT WALDEN, 155 FEET EAST OF MILEPOST
 LM0028'87, 43.6 FEET NORTHEAST OF THE NORTHEAST RAIL, 27.5 FEET NORTHWEST
 LM0028'OF BENCH MARK N 43, A TRIANGULATION STATION DISK SET IN THE TOP
 LM0028'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND,
 LM0028'STAMPED MICHIGAN 1949, IN THE SOUTHWEST 1/4 OF SECTION 29,
 LM0028'TOWNSHIP 10 NORTH, RANGE 79 WEST.
 LM0028'
 LM0028'N 43 IS 27.5 FEET SOUTHEAST OF TRIANGULATION STATION MICHIGAN 1949,
 LM0028'109 FEET NORTH OF THE 1ST POLE SOUTHEAST OF MILEPOST 87, 250
 LM0028'FEET SOUTHEAST OF THE CENTER OF A PRIVATE ROAD CROSSING, 52.6
 LM0028'FEET NORTHEAST OF THE NORTHEAST RAIL, 1 FOOT SOUTHWEST OF A
 LM0028'WITNESS POST, A BENCH MARK DISK SET IN THE TOP OF A CONCRETE
 LM0028'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED N 43
 LM0028'1934.
 LM0028'
 LM0028'MICHIGAN R.M. 2 IS 25.0 FEET SOUTHWEST OF TRIANGULATION STATION
 LM0028'MICHIGAN 1949, 23.5 FEET NORTHEAST OF THE NORTHEAST RAIL, A
 LM0028'REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST WHICH
 LM0028'PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED MICHIGAN NO 2 1949.
 LM0028'
 LM0028'MICHIGAN 1949 AZIMUTH IS 0.3 MILE EAST OF TRIANGULATION STATION
 LM0028'MICHIGAN 1949, 140 FEET EAST OF THE CENTER LINE OF STATE
 LM0028'HIGHWAY 125, 306 FEET SOUTH OF A POWER POLE, 14.5 FEET EAST
 LM0028'OF A FENCE, 16.6 FEET SOUTHEAST OF A WITNESS POST, 8 FEET
 LM0028'ABOVE THE LEVEL OF THE HIGHWAY, 355 FEET NORTH OF A FENCE
 LM0028'CORNER, AN AZIMUTH MARK DISK SET IN THE TOP OF A SANDSTONE
 LM0028'OUTCROP, STAMPED MICHIGAN 1949, IN SECTION 29, TOWNSHIP
 LM0028'10 NORTH, RANGE 79 WEST.
 LM0028
 LM0028                          STATION RECOVERY (1956)
 LM0028
 LM0028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 LM0028'5.2 MI N FROM WALDEN.
 LM0028'5.2 MILES NORTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 LM0028'RAILROAD FROM THE STATION AT WALDEN, 155 FEET EAST OF MILEPOST 87,
 LM0028'48.6 FEET NORTHEAST OF THE NORTHEAST RAIL, 27.5 FEET NORTHWEST OF
 LM0028'BENCH MARK N 43, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2
 LM0028'FOOT ABOVE THE GROUND, IN THE SOUTHWEST 1/4 OF SECTION 29, TOWNSHIP 10
 LM0028'NORTH, RANGE 79 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0027 ***********************************************************************
 LM0027  DESIGNATION -  MICHIGAN AZ MK
 LM0027  PID         -  LM0027
 LM0027  STATE/COUNTY-  CO/JACKSON
 LM0027  USGS QUAD   -  COWDREY (1956)
 LM0027
 LM0027                         *CURRENT SURVEY CONTROL
 LM0027  ___________________________________________________________________
 LM0027* NAD 83(1986)-  40 48 13.     (N)    106 17 13.     (W)     SCALED    
 LM0027* NAVD 88     -      2452.976  (meters)    8047.81   (feet)  ADJUSTED  
 LM0027  ___________________________________________________________________
 LM0027  GEOID HEIGHT-         -11.80  (meters)                     GEOID03
 LM0027  DYNAMIC HT  -        2450.454 (meters)    8039.53  (feet)  COMP
 LM0027  MODELED GRAV-     979,507.9   (mgal)                       NAVD 88
 LM0027
 LM0027  VERT ORDER  -  FIRST     CLASS II
 LM0027
 LM0027.The horizontal coordinates were scaled from a topographic map and have
 LM0027.an estimated accuracy of +/- 6 seconds.
 LM0027
 LM0027.The orthometric height was determined by differential leveling
 LM0027.and adjusted by the National Geodetic Survey in June 1991..
 LM0027
 LM0027.The geoid height was determined by GEOID03.
 LM0027
 LM0027.The dynamic height is computed by dividing the NAVD 88
 LM0027.geopotential number by the normal gravity value computed on the
 LM0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0027.degrees latitude (g = 980.6199 gals.).
 LM0027
 LM0027.The modeled gravity was interpolated from observed gravity values.
 LM0027
 LM0027;                    North         East    Units  Estimated Accuracy
 LM0027;SPC CO N     -   468,350.      848,000.      MT  (+/- 180 meters Scaled)
 LM0027
 LM0027                          SUPERSEDED SURVEY CONTROL
 LM0027
 LM0027  NGVD 29 (??/??/92) 2451.620  (m)         8043.36   (f) ADJ UNCH    1 2
 LM0027
 LM0027.Superseded values are not recommended for survey control.
 LM0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0027.See file dsdata.txt to determine how the superseded data were derived.
 LM0027
 LM0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF914177(NAD 83)
 LM0027_MARKER: DZ = AZIMUTH MARK DISK
 LM0027_SETTING: 66 = SET IN ROCK OUTCROP
 LM0027_SP_SET: SANDSTONE OUTCROP
 LM0027_STAMPING: MICHIGAN 1949
 LM0027_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LM0027+STABILITY: POSITION/ELEVATION WELL
 LM0027
 LM0027  HISTORY     - Date     Condition        Report By
 LM0027  HISTORY     - 1949     MONUMENTED       CGS
 LM0027  HISTORY     - 1956     GOOD             NGS
 LM0027
 LM0027                          STATION DESCRIPTION
 LM0027
 LM0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LM0027'5.5 MI N FROM WALDEN.
 LM0027'5.2 MILES NORTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 LM0027'RAILROAD FROM THE STATION AT WALDEN, THENCE 0.3 MILE EAST ACROSS A
 LM0027'PASTURE, 140 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 125, 306
 LM0027'FEET SOUTH OF A POWER POLE, 14.5 FEET EAST OF A FENCE, 16.6 FEET
 LM0027'SOUTHEAST OF A WITNESS POST, 8 FEET ABOVE THE LEVEL OF THE HIGHWAY,
 LM0027'0.3 MILE EAST OF TRIANGULATION STATION MICHIGAN 1949, SET IN THE TOP
 LM0027'OF A SANDSTONE OUTCROP, IN SECTION 29, TOWNSHIP 10 NORTH, RANGE 79
 LM0027'WEST, 355 FEET NORTH OF A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0026 ***********************************************************************
 LM0026  DESIGNATION -  MICHIGAN RM 2
 LM0026  PID         -  LM0026
 LM0026  STATE/COUNTY-  CO/JACKSON
 LM0026  USGS QUAD   -  COWDREY (1956)
 LM0026
 LM0026                         *CURRENT SURVEY CONTROL
 LM0026  ___________________________________________________________________
 LM0026* NAD 83(1986)-  40 48 08.     (N)    106 17 34.     (W)     SCALED    
 LM0026* NAVD 88     -      2428.705  (meters)    7968.18   (feet)  ADJUSTED  
 LM0026  ___________________________________________________________________
 LM0026  GEOID HEIGHT-         -11.81  (meters)                     GEOID03
 LM0026  DYNAMIC HT  -        2426.205 (meters)    7959.97  (feet)  COMP
 LM0026  MODELED GRAV-     979,507.5   (mgal)                       NAVD 88
 LM0026
 LM0026  VERT ORDER  -  FIRST     CLASS II
 LM0026
 LM0026.The horizontal coordinates were scaled from a topographic map and have
 LM0026.an estimated accuracy of +/- 6 seconds.
 LM0026
 LM0026.The orthometric height was determined by differential leveling
 LM0026.and adjusted by the National Geodetic Survey in June 1991..
 LM0026
 LM0026.The geoid height was determined by GEOID03.
 LM0026
 LM0026.The dynamic height is computed by dividing the NAVD 88
 LM0026.geopotential number by the normal gravity value computed on the
 LM0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0026.degrees latitude (g = 980.6199 gals.).
 LM0026
 LM0026.The modeled gravity was interpolated from observed gravity values.
 LM0026
 LM0026;                    North         East    Units  Estimated Accuracy
 LM0026;SPC CO N     -   468,200.      847,500.      MT  (+/- 180 meters Scaled)
 LM0026
 LM0026                          SUPERSEDED SURVEY CONTROL
 LM0026
 LM0026  NGVD 29 (??/??/92) 2427.344  (m)         7963.71   (f) ADJ UNCH    1 2
 LM0026
 LM0026.Superseded values are not recommended for survey control.
 LM0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0026.See file dsdata.txt to determine how the superseded data were derived.
 LM0026
 LM0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF909176(NAD 83)
 LM0026_MARKER: DR = REFERENCE MARK DISK
 LM0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0026_STAMPING: MICHIGAN NO 2 1949
 LM0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0026+STABILITY: SURFACE MOTION
 LM0026
 LM0026  HISTORY     - Date     Condition        Report By
 LM0026  HISTORY     - 1949     MONUMENTED       CGS
 LM0026  HISTORY     - 1956     GOOD             NGS
 LM0026
 LM0026                          STATION DESCRIPTION
 LM0026
 LM0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LM0026'5.2 MI N FROM WALDEN.
 LM0026'5.2 MILES NORTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 LM0026'RAILROAD FROM THE STATION AT WALDEN, 23.5 FEET NORTHEAST OF THE
 LM0026'NORTHEAST RAIL, 25.0 FEET SOUTHWEST OF TRIANGULATION STATION MICHIGAN
 LM0026'1949, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE
 LM0026'THE GROUND, IN THE SOUTHWEST 1/4 OF SECTION 29, TOWNSHIP 10 NORTH,
 LM0026'RANGE 79 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0735 ***********************************************************************
 KL0735  DESIGNATION -  MICKKELSON
 KL0735  PID         -  KL0735
 KL0735  STATE/COUNTY-  CO/GARFIELD
 KL0735  USGS QUAD   -  RIFLE (1982)
 KL0735
 KL0735                         *CURRENT SURVEY CONTROL
 KL0735  ___________________________________________________________________
 KL0735* NAD 83(1992)-  39 36 59.17240(N)    107 45 31.80482(W)     ADJUSTED  
 KL0735* NAVD 88     -      2083.6    (meters)    6836.     (feet)  VERTCON   
 KL0735  ___________________________________________________________________
 KL0735  LAPLACE CORR-           5.15  (seconds)                    DEFLEC99
 KL0735  GEOID HEIGHT-         -15.54  (meters)                     GEOID03
 KL0735
 KL0735  HORZ ORDER  -  THIRD
 KL0735
 KL0735.The horizontal coordinates were established by classical geodetic methods
 KL0735.and adjusted by the National Geodetic Survey in January 1993..
 KL0735
 KL0735.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0735
 KL0735.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0735
 KL0735.The geoid height was determined by GEOID03.
 KL0735
 KL0735;                    North         East     Units Scale Factor Converg.
 KL0735;SPC CO C     -   505,154.082   720,460.897   MT  0.99997631   -1 25 28.6
 KL0735;SPC CO C     - 1,657,326.35  2,363,712.13   sFT  0.99997631   -1 25 28.6
 KL0735;UTM  13      - 4,388,824.010   263,177.099   MT  1.00029056   -1 45 35.9
 KL0735
 KL0735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0735!SPC CO C     -   0.99967567  x   0.99997631  =   0.99965198
 KL0735!UTM  13      -   0.99967567  x   1.00029056  =   0.99996613
 KL0735
 KL0735:                Primary Azimuth Mark                     Grid Az
 KL0735:SPC CO C     -  WARD                                     178 17 48.7
 KL0735:UTM  13      -  WARD                                     178 37 56.0
 KL0735
 KL0735|---------------------------------------------------------------------|
 KL0735| PID    Reference Object                     Distance      Geod. Az  |
 KL0735|                                                           dddmmss.s |
 KL0735| KL0734 WARD                                APPROX. 8.5 KM 1765220.1 |
 KL0735|---------------------------------------------------------------------|
 KL0735
 KL0735                          SUPERSEDED SURVEY CONTROL
 KL0735
 KL0735  NAD 83(1986)-  39 36 59.16613(N)    107 45 31.79698(W) AD(       ) 3
 KL0735  NAD 27      -  39 36 59.24055(N)    107 45 29.56952(W) AD(       ) 3
 KL0735  NGVD 29 (07/19/86) 2082.3    (m)         6832.     (f) VERT ANG       
 KL0735
 KL0735.Superseded values are not recommended for survey control.
 KL0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0735.See file dsdata.txt to determine how the superseded data were derived.
 KL0735
 KL0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD6317788824(NAD 83)
 KL0735
 KL0735  HISTORY     - Date     Condition        Report By
 KL0735  HISTORY     - 1945     MONUMENTED       USGS
 KL0735  HISTORY     - 1950     GOOD             USGS
 KL0735
 KL0735                          STATION DESCRIPTION
 KL0735
 KL0735'DESCRIBED BY US GEOLOGICAL SURVEY 1950 (JK)
 KL0735'STATION IS OLD GEOLOGICAL SUREY STATION, SET IN 1945.  NEW DESCRIPTION
 KL0735'BY J. KENNEDY, 1950, FOLLOWS
 KL0735'
 KL0735'STATION IS LOCATED ABOUT 1 MI. E. AND 6 MI. N. OF TOWN OF RIFLE,
 KL0735'COLORADO, IN NE. 1/4 SEC. 18, T 5 S, R 92 W, ON A PROMINENT JUTTING
 KL0735'ROCKY POINT MIDWAY UP A RIDGE IN BACK OF THE MIEKKELSON RANCH.
 KL0735'
 KL0735'TO REACH STATION FROM P.O. IN TOWN OF RIFLE, FOLLOW COLORADO STATE
 KL0735'HIGHWAY 13 N. FOR 3.1 MI.  TURN RIGHT ONTO RIFLE CREEK ROAD AND
 KL0735'PROCEED 3.2 MI. TO POINT JUST BEYOND MIEKKELSON RANCH HOUSE WHERE RD.
 KL0735'PASSES THROUGH NARROW GAP IN HOGBACK RIDGE.  STATION IS MIDWAY UP
 KL0735'RIDGE TO RIGHT OF RD.
 KL0735'
 KL0735'STATION MARK--STANDARD TABLET, STAMPED ---MIEKKELSON 1945---, SET IN
 KL0735'LARGE BOULDER.
 KL0735'
 KL0735'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1732 ***********************************************************************
 KK1732  DESIGNATION -  MID
 KK1732  PID         -  KK1732
 KK1732  STATE/COUNTY-  CO/ADAMS
 KK1732  USGS QUAD   -  MONTBELLO (1994)
 KK1732
 KK1732                         *CURRENT SURVEY CONTROL
 KK1732  ___________________________________________________________________
 KK1732* NAD 83(1992)-  39 52 05.94693(N)    104 50 23.81077(W)     ADJUSTED  
 KK1732* NAVD 88     -      1569.0    (meters)    5148.     (feet)  VERTCON   
 KK1732  ___________________________________________________________________
 KK1732  LAPLACE CORR-          -5.02  (seconds)                    DEFLEC99
 KK1732  GEOID HEIGHT-         -17.72  (meters)                     GEOID03
 KK1732
 KK1732  HORZ ORDER  -  FIRST
 KK1732
 KK1732.The horizontal coordinates were established by classical geodetic methods
 KK1732.and adjusted by the National Geodetic Survey in January 1993..
 KK1732
 KK1732.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1732
 KK1732.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1732
 KK1732.The geoid height was determined by GEOID03.
 KK1732
 KK1732;                    North         East     Units Scale Factor Converg.
 KK1732;SPC CO N     -   364,410.019   970,872.675   MT  0.99997899   +0 25 35.3
 KK1732;SPC CO N     - 1,195,568.54  3,185,271.43   sFT  0.99997899   +0 25 35.3
 KK1732;UTM  13      - 4,413,154.292   513,688.249   MT  0.99960231   +0 06 09.4
 KK1732
 KK1732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1732!SPC CO N     -   0.99975670  x   0.99997899  =   0.99973569
 KK1732!UTM  13      -   0.99975670  x   0.99960231  =   0.99935910
 KK1732
 KK1732|---------------------------------------------------------------------|
 KK1732| PID    Reference Object                     Distance      Geod. Az  |
 KK1732|                                                           dddmmss.s |
 KK1732| CP7749 MID RM 1                             10.211 METERS 14346     |
 KK1732| KK1730 DENVER ROCKY MTN ARSENAL NW TK      APPROX. 2.5 KM 1783025.9 |
 KK1732| CP7750 MID RM 2                             11.578 METERS 24018     |
 KK1732|---------------------------------------------------------------------|
 KK1732
 KK1732                          SUPERSEDED SURVEY CONTROL
 KK1732
 KK1732  NAD 83(1986)-  39 52 05.94069(N)    104 50 23.80953(W) AD(       ) 1
 KK1732  NAD 27      -  39 52 05.99118(N)    104 50 21.90301(W) AD(       ) 1
 KK1732  NGVD 29 (07/19/86) 1568.1    (m)         5145.     (f) VERT ANG       
 KK1732
 KK1732.Superseded values are not recommended for survey control.
 KK1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1732.See file dsdata.txt to determine how the superseded data were derived.
 KK1732
 KK1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE1368813154(NAD 83)
 KK1732_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KK1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1732_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KK1732_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 KK1732
 KK1732  HISTORY     - Date     Condition        Report By
 KK1732  HISTORY     - 1971     MONUMENTED       NGS
 KK1732  HISTORY     - 1979     GOOD             NGS
 KK1732
 KK1732                          STATION DESCRIPTION
 KK1732
 KK1732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LDF)
 KK1732'THE STATION IS LOCATED ABOUT 8-1/4 MILES SOUTH OF BRIGHTON, 8
 KK1732'MILES NORTH OF AURORA AND 5 MILES NORTHEAST OF COMMERCE CITY.  IT
 KK1732'IS ON A LOW DRAW, IN THE NORTHWEST 1/4 SECTION 24, T. 2 S., R. 67
 KK1732'W., AND ON THE CONFINES OF THE DENVER ROCKY MOUNTAIN ARSENAL.
 KK1732'
 KK1732'TO REACH THE STATION FROM THE SOUTH GATE OF THE DENVER ROCKY
 KK1732'MOUNTAIN ARSENAL (THIS IS JUST NORTH OF THE INTERSECTION OF
 KK1732'HAVANNA STREET AND 5TH AVENUE), GO NORTH THROUGH GUARD GATE
 KK1732'ON SURFACED ROAD, WHICH BECOMES C STREET INSIDE OF ARSENAL AREA
 KK1732'FOR 1.95 MILES TO THE INTERSECTION OF 7TH AVENUE AND C STREET.
 KK1732'TURN RIGHT AND GO EAST ON 7TH AVENUE FOR 0.4 MILE TO
 KK1732'HEADQUARTERS BUILDING ON THE LEFT.  CONTINUE AHEAD ON 7TH
 KK1732'AVENUE FOR 0.7 MILE TO THE INTERSECTION OF D STREET AND 7TH
 KK1732'AVENUE.  TURN LEFT AND GO NORTH ON D STREET FOR 3.0 MILES
 KK1732'TO THE NORTH BOUNDARY FENCE AND A LOCKED GATE.  TURN RIGHT AND
 KK1732'GO EAST ALONG SOUTH SIDE OF FENCE FOR 0.2 MILE TO A GROUP OF
 KK1732'TREES ON THE RIGHT AND A DIM TRACK ROAD RIGHT.  TURN RIGHT
 KK1732'AND GO SOUTHEAST FOR 0.25 MILE TO THE STATION AND END OF TRACK
 KK1732'ROAD.
 KK1732'
 KK1732'STATION MARK IS A STANDARD DISK STAMPED MID 1971.  THE SURFACE
 KK1732'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 KK1732'MONUMENT THAT PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS
 KK1732'10 FEET EAST OF THE APPROXIMATE CENTER OF A TRACK ROAD.  THERE
 KK1732'WAS NO UNDERGROUND MARK SET DUE TO WATER IN HOLE.
 KK1732'
 KK1732'REFERENCE MARK 1, A STANDARD DISK STAMPED MID NO 1 1971, IS SET
 KK1732'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KK1732'PROJECTS ABOUT 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 25 FEET
 KK1732'SOUTH OF THE END OF A TRACK ROAD AND ABOUT THE SAME ELEVATION
 KK1732'AS THE STATION.
 KK1732'
 KK1732'REFERENCE MARK 2, A STANDARD DISK STAMPED MID NO 2 1971, IS SET
 KK1732'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 KK1732'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 30
 KK1732'FEET WEST OF THE APPROXIMATE CENTER OF TRACK ROAD AND ABOUT THE
 KK1732'SAME ELEVATION AS THE STATION.
 KK1732'
 KK1732'THE DISTANCE BETWEEN REFERENCE MARKS 1 AND 2 IS 53.43 FEET OR
 KK1732'16.285 METERS.
 KK1732'
 KK1732'HEIGHT OF LIGHT ABOVE STATION MARK 1.74 METERS.
 KK1732
 KK1732                          STATION RECOVERY (1979)
 KK1732
 KK1732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 KK1732'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE AND
 KK1732'DIRECTION TO REFERENCE MARKS COMPARED FAVORABLY WITH PREVIOUS
 KK1732'DATA.  LOCATION OF AND ROUTE TO STATION IS STILL ADEQUATE.  STATION
 KK1732'IS A STANDARD DISK, STAMPED---MID 1971--- SET IN TOP OF A
 KK1732'ROUND CONCRETE MONUMENT PROJECTING 6 INCHES, 2 FEET NORTHWEST OF A
 KK1732'METAL WITNESS POST.
 KK1732'
 KK1732'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---MID NO 1 1971--- SET
 KK1732'IN TOP OF A ROUND CONCRETE MONUMENT PROJECTING 6 INCHES, 2 FEET
 KK1732'SOUTHEAST OF A METAL WITNESS POST.
 KK1732'
 KK1732'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---MID NO 2 1971---
 KK1732'SET IN TOP OF A ROUND CONCRETE MONUMENT PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0698 ***********************************************************************
 KL0698  DESIGNATION -  MIDDLE
 KL0698  PID         -  KL0698
 KL0698  STATE/COUNTY-  CO/PITKIN
 KL0698  USGS QUAD   -  QUAKER MESA (1987)
 KL0698
 KL0698                         *CURRENT SURVEY CONTROL
 KL0698  ___________________________________________________________________
 KL0698* NAD 83(1992)-  39 21 20.37811(N)    107 23 03.44743(W)     ADJUSTED  
 KL0698* NAVD 88     -      3123.6    (meters)   10248.     (feet)  VERTCON   
 KL0698  ___________________________________________________________________
 KL0698  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 KL0698  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 KL0698
 KL0698  HORZ ORDER  -  SECOND
 KL0698
 KL0698.The horizontal coordinates were established by classical geodetic methods
 KL0698.and adjusted by the National Geodetic Survey in January 1993..
 KL0698
 KL0698.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0698
 KL0698.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0698
 KL0698.The geoid height was determined by GEOID03.
 KL0698
 KL0698;                    North         East     Units Scale Factor Converg.
 KL0698;SPC CO C     -   475,475.564   752,013.263   MT  0.99994576   -1 11 18.2
 KL0698;SPC CO C     - 1,559,956.08  2,467,230.18   sFT  0.99994576   -1 11 18.2
 KL0698;UTM  13      - 4,358,957.254   294,565.920   MT  1.00011965   -1 30 44.9
 KL0698
 KL0698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0698!SPC CO C     -   0.99951252  x   0.99994576  =   0.99945831
 KL0698!UTM  13      -   0.99951252  x   1.00011965  =   0.99963211
 KL0698
 KL0698|---------------------------------------------------------------------|
 KL0698| PID    Reference Object                     Distance      Geod. Az  |
 KL0698|                                                           dddmmss.s |
 KL0698| CM7625 MIDDLE RM 1                           9.405 METERS 04534     |
 KL0698| KL0683 W SOPRIS                            APPROX.20.7 KM 1193919.9 |
 KL0698| CM7626 MIDDLE RM 2                           6.986 METERS 20100     |
 KL0698|---------------------------------------------------------------------|
 KL0698
 KL0698                          SUPERSEDED SURVEY CONTROL
 KL0698
 KL0698  NAD 83(1986)-  39 21 20.37392(N)    107 23 03.44856(W) AD(       ) 2
 KL0698  NAD 27      -  39 21 20.45200(N)    107 23 01.26500(W) AD(       ) 2
 KL0698  NGVD 29 (07/19/86) 3122.0    (m)        10243.     (f) VERT ANG       
 KL0698
 KL0698.Superseded values are not recommended for survey control.
 KL0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0698.See file dsdata.txt to determine how the superseded data were derived.
 KL0698
 KL0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD9456658957(NAD 83)
 KL0698_MARKER: DS = TRIANGULATION STATION DISK
 KL0698_SETTING: 80 = SET IN A BOULDER
 KL0698_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KL0698
 KL0698  HISTORY     - Date     Condition        Report By
 KL0698  HISTORY     - 1953     MONUMENTED       CGS
 KL0698
 KL0698                          STATION DESCRIPTION
 KL0698
 KL0698'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KL0698'THE STATION IS LOCATED ABOUT 14-1/2 MILES NORTHWEST OF REDSTONE,
 KL0698'13-1/2 MILES SOUTH-SOUTHWEST OF GLENWOOD SPRINGS, 9-1/2 MILES
 KL0698'WEST-SOUTHWEST OF CARBONDALE AND 2-1/2 MILES NORTHEAST OF A
 KL0698'TRACK ROAD CROSSING PARK CREEK.  IT IS JUST BELOW THE HIGHEST
 KL0698'POINT OF A HIGH WOODED PEAK WHICH IS BARREN ON THE SOUTH AND
 KL0698'SOUTHEAST SLOPE AND IS 42 FEET SOUTH OF A 12 INCH SPRUCE
 KL0698'TREE WITH A TRIANGLE BLAZE.  THE MARK IS SET FLUSH IN THE
 KL0698'CENTER OF A BOULDER WHICH IS ABOUT 6 FEET IN DIAMETER AND
 KL0698'PROJECTS 1 FOOT AND IS STAMPED MIDDLE 1953.
 KL0698'
 KL0698'REFERENCE MARK NO. 1 IS 20 FEET SOUTHEAST OF A 12 INCH SPRUCE
 KL0698'TREE WITH A TRIANGLE BLAZE AND 1 FOOT ABOVE THE LEVEL OF THE
 KL0698'STATION.  THE MARK IS SET FLUSH IN THE CENTER OF A BOULDER
 KL0698'WHICH IS ABOUT 2 FEET IN DIAMETER AND PROJECTS 10 INCHES AND
 KL0698'IS STAMPED MIDDLE NO 1 1953.
 KL0698'
 KL0698'REFERENCE MARK NO. 2 IS ABOUT 3 FEET BELOW THE LEVEL OF THE
 KL0698'STATION.  THE MARK IS SET FLUSH IN THE CENTER OF A BOULDER
 KL0698'WHICH IS ABOUT 2 FEET IN DIAMETER AND PROJECTS 10 INCHES AND IS
 KL0698'STAMPED MIDDLE NO 2 1953.
 KL0698'
 KL0698'TRIANGULATION STATION W SOPRIS WILL SERVE AS AN AZIMUTH MARK.
 KL0698'
 KL0698'TO REACH THE STATION FROM THE POST OFFICE IN GLENWOOD SPRINGS,
 KL0698'GO SOUTHEAST ON STATE HIGHWAY 82 FOR 2.0 MILES TO A T-ROAD
 KL0698'RIGHT, TURN RIGHT ACROSS A LONG BRIDGE AND FOLLOW A HARD SURFACE
 KL0698'ROAD SOUTH FOR 0.7 MILES TO A FORK.  TAKE THE RIGHT FORK AND
 KL0698'GO SOUTH ON A GRADED ROAD FOR 3.2 MILES TO A FORK, TAKE THE
 KL0698'RIGHT FORK AND FOLLOW THE GRADED ROAD SOUTHWEST FOR 6.1 MILES
 KL0698'TO A FORK.  KEEP THE RIGHT FORK AND FOLLOW A TRACK ROAD
 KL0698'SOUTHWEST FOR 1.25 MILES TO A SIDE ROAD RIGHT, CONTINUE
 KL0698'SOUTHWEST ON THE MAIN TRAVELED ROAD FOR 1.25 MILES TO A
 KL0698'FENCE WITH A BOARD GATE.  PASS THROUGH THE GATE AND GO
 KL0698'SOUTHWEST ON A TRACK ROAD FOR 0.85 MILES TO A FORK, KEEP THE
 KL0698'MAIN TRAVELED ROAD (LEFT FORK) AND GO SOUTH-SOUTHWEST FOR
 KL0698'1.2 MILES TO A FORK.  TAKE THE LEFT FORK AND FOLLOW THE MAIN
 KL0698'TRAVELED ROAD SOUTH-SOUTHWEST FOR 1.45 MILES TO A GATE IN
 KL0698'AN EAST-WEST FENCE LINE, PASS THROUGH GATE AND FOLLOW A
 KL0698'TRACK ROAD SOUTH AND SOUTHEAST FOR 2.0 MILES TO PARK
 KL0698'CREEK.  TURN LEFT JUST BEFORE REACHING PARK CREEK AND GO
 KL0698'EAST UP HILL FOR 0.1 MILE TO A CATTLE TRAIL PASSING
 KL0698'THROUGH A SMALL CLEARING IN THE TIMBER, PASS THROUGH THE
 KL0698'CLEARING AND FOLLOW THE CATTLE TRAIL EASTERLY FOR 0.5 MILE
 KL0698'TO A GATE IN A NORTHEAST-SOUTHWEST FENCE LINE.  PASS THROUGH
 KL0698'THE GATE AND FOLLOW AN OLD TRAIL EASTERLY THROUGH TIMBER FOR
 KL0698'0.7 MILE TO A CREEK, CROSS CREEK AND GO EAST ALONG THE
 KL0698'NORTH SIDE OF THE CREEK FOR 0.2 MILE TO ANOTHER CREEK CROSSING.
 KL0698'CROSS CREEK AND GO NORTHEAST ALONG THE EAST SIDE OF THE CREEK FOR
 KL0698'0.3 MILE TO A POINT WHERE THE STATION CAN BE SEEN ABOUT 1.5
 KL0698'MILES TO THE NORTH AND THE END OF TRUCK TRAVEL.  FROM THIS
 KL0698'POINT PACK NORTH UP HILL AND THROUGH TIMBER FOR ABOUT 0.75
 KL0698'MILE TO A BARREN SLOPE ABOVE THE TIMBER, CONTINUE UP THE
 KL0698'SLOPE FOR ABOUT 0.75 MILE TO THE TOP OF THE PEAK AND THE
 KL0698'STATION AS DESCRIBED.  THIS IS ABOUT A 1 HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0576 ***********************************************************************
 LN0576  DESIGNATION -  MIDDLE
 LN0576  PID         -  LN0576
 LN0576  STATE/COUNTY-  CO/MOFFAT
 LN0576  USGS QUAD   -  BEAVER BASIN (1973)
 LN0576
 LN0576                         *CURRENT SURVEY CONTROL
 LN0576  ___________________________________________________________________
 LN0576* NAD 83(1992)-  40 58 38.07743(N)    108 56 44.84004(W)     ADJUSTED  
 LN0576* NAVD 88     -      2915.1    (meters)    9564.     (feet)  VERTCON   
 LN0576  ___________________________________________________________________
 LN0576  LAPLACE CORR-          -4.97  (seconds)                    DEFLEC99
 LN0576  GEOID HEIGHT-         -14.19  (meters)                     GEOID03
 LN0576
 LN0576  HORZ ORDER  -  FIRST
 LN0576
 LN0576.The horizontal coordinates were established by classical geodetic methods
 LN0576.and adjusted by the National Geodetic Survey in November 1997..
 LN0576
 LN0576.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0576
 LN0576.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0576
 LN0576.The geoid height was determined by GEOID03.
 LN0576
 LN0576;                    North         East     Units Scale Factor Converg.
 LN0576;SPC CO N     -   492,969.371   624,452.242   MT  1.00003722   -2 13 35.2
 LN0576;SPC CO N     - 1,617,350.34  2,048,723.73   sFT  1.00003722   -2 13 35.2
 LN0576;UTM  12      - 4,538,263.022   672,826.961   MT  0.99996764   +1 20 50.6
 LN0576
 LN0576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0576!SPC CO N     -   0.99954517  x   1.00003722  =   0.99958237
 LN0576!UTM  12      -   0.99954517  x   0.99996764  =   0.99951282
 LN0576
 LN0576|---------------------------------------------------------------------|
 LN0576| PID    Reference Object                     Distance      Geod. Az  |
 LN0576|                                                           dddmmss.s |
 LN0576| CP6229 MIDDLE RM 1                          11.119 METERS 05216     |
 LN0576| CP5227 1ST DERRICK N WILSON WELL 1                        0841216.0 |
 LN0576| MQ0445 WW WILSON LEASE WELL 1 DERRICK      APPROX.28.6 KM 0843650.4 |
 LN0576| CP6228 MIDDLE AZ MK                                       1102602.3 |
 LN0576| CP6230 MIDDLE RM 2                          12.105 METERS 31352     |
 LN0576|---------------------------------------------------------------------|
 LN0576
 LN0576                          SUPERSEDED SURVEY CONTROL
 LN0576
 LN0576  NAD 83(1992)-  40 58 38.07663(N)    108 56 44.83836(W) AD(       ) 1
 LN0576  NAD 83(1992)-  40 58 38.06645(N)    108 56 44.83229(W) AD(       ) 1
 LN0576  NAD 83(1986)-  40 58 38.06549(N)    108 56 44.83302(W) AD(       ) 1
 LN0576  NAD 27      -  40 58 38.20800(N)    108 56 42.40200(W) AD(       ) 1
 LN0576  NGVD 29 (07/19/86) 2913.7    (m)         9559.     (f) VERT ANG       
 LN0576
 LN0576.Superseded values are not recommended for survey control.
 LN0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0576.See file dsdata.txt to determine how the superseded data were derived.
 LN0576
 LN0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL7282738263(NAD 83)
 LN0576_MARKER: DS = TRIANGULATION STATION DISK
 LN0576_SETTING: 66 = SET IN ROCK OUTCROP
 LN0576_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 LN0576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0576
 LN0576  HISTORY     - Date     Condition        Report By
 LN0576  HISTORY     - 1931     MONUMENTED       CGS
 LN0576  HISTORY     - 1937     SEE DESCRIPTION  CGS
 LN0576
 LN0576                          STATION DESCRIPTION
 LN0576
 LN0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1931 (CIA)
 LN0576'STATION IS ABOUT 45 MILES SSE OF ROCK SPRINGS, ABOUT 45 MILES
 LN0576'SW BY S OF BITTER CREEK, ABOUT 1 MILE S OF THE WYOMING STATE
 LN0576'LINE, ABOUT 5 MILES E OF THE UTAH STATE LINE, IN THE SE PART
 LN0576'OF T 12 N, R 103 W, ON ROUND-TOPPED MOUNTAIN, (THAT IS WOODED
 LN0576'ON ALL SIDES BUT BARE ON THE TOP) KNOWN AS MIDDLE MOUNTAIN.
 LN0576'
 LN0576'TO REACH FROM ROCK SPRINGS, GO 4.0 MILES SE ON BROWNS PARK
 LN0576'ROAD TO FORK, TAKE LEFT FORK AND GO 41.6 MILES TO FORK POSTED
 LN0576'BY THE MOUNTAIN FUEL AND SUPPLY CO., TAKE RIGHT FORK POSTED
 LN0576'CANYON CREEK CAMP AND GO 9.8 MILES TO ROAD TO RIGHT AT J.W.
 LN0576'GRAHAMS MAIL BOX, TURN RIGHT AND GO 1.6 MILES TO GATE, TAKE
 LN0576'LEFT FORK JUST AFTER PASSING THROUGH GATE AND GO LEFT ON
 LN0576'WELL-TRAVELED ROAD TO ANOTHER FORK JUST BEYOND AND FOLLOW 1.5
 LN0576'MILES TO KERSHISNIKS RANCH, THERE TAKE ROAD STRAIGHT UP CANYON
 LN0576'CREEK AND GO 2.5 MILES TO FORK AT THIRD FENCE ABOVE RANCH,
 LN0576'TAKE LEFT FORK AND CROSS BRIDGE AND CONTINUE 0.1 MILE TO
 LN0576'GATE, PASS THROUGH GATE AND GO 0.2 MILE TO FORK, TAKE LEFT
 LN0576'FORK AND GO 0.8 MILE TO SPRING, CONTINUE 1.3 MILES TO
 LN0576'CROSSROADS AND KEEP STRAIGHT AHEAD FOR 0.25 MILE (AS FAR AS
 LN0576'TRUCK CAN BE DRIVEN).  FROM HERE STATION BEARS 198 DEG
 LN0576'MAGNETIC (1-1/2 HOURS PACK).
 LN0576'
 LN0576'STATION IS MARKED BY A STANDARD DISK SET IN CONCRETE IN A
 LN0576'DEPRESSION IN OUTCROPPING BEDROCK.
 LN0576'
 LN0576'REFERENCE MARKS ARE STANDARD REFERENCE DISKS WEDGED IN DRILL
 LN0576'HOLES IN OUTCROPPING BEDROCK.
 LN0576'
 LN0576'REFERENCE MARK NO. 1 IS 12.130 METERS (39.80 FEET) FROM THE
 LN0576'STATION N 52 DEG 16 MIN E.
 LN0576'
 LN0576'REFERENCE MARK NO. 2 IS 11.200 METERS (36.75 FEET) FROM THE
 LN0576'STATION N 46 DEG 08 MIN W.
 LN0576'
 LN0576'BEARINGS FROM THE STATION TO FOLLOWING POINTS ARE--W.W. WILSON
 LN0576'LEASE, WELL NO. 1, N 84 DEG 37 MIN E.  AND TO THE FIRST
 LN0576'STEEL DERRICK N OF W.W. WILSON LEASE, WELL NO. 1, N 84 DEG 12 MIN E.
 LN0576
 LN0576                          STATION RECOVERY (1937)
 LN0576
 LN0576'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LN0576'STATION IS LOCATED ABOUT 45 MILES SSE OF ROCK SPRINGS, WYOMING,
 LN0576'ABOUT 1 MILE S OF THE WYOMING STATE LINE, AND ABOUT 5 MILES
 LN0576'E OF THE UTAH STATE LINE, ON A ROUND-TOPPED MOUNTAIN THAT IS
 LN0576'WOODED ON ALL SIDES BUT BARE ON THE TOP, KNOWN AS MIDDLE
 LN0576'MOUNTAIN.
 LN0576'
 LN0576'STATION AND REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE
 LN0576'IN DRILL HOLES IN PROJECTING BOULDERS AND ARE STAMPED MIDDLE
 LN0576'1931.
 LN0576'
 LN0576'AZIMUTH MARK IS SET IN A BOULDER PROJECTING 8 INCHES.  IT IS
 LN0576'ABOUT 0.5 MILE ESE OF STATION ON A BARE ROCKY KNOB COVERED
 LN0576'WITH DEADFALL.  STAMPED MIDDLE 1937.
 LN0576'
 LN0576'REACHED FROM ROCK SPRINGS BY GOING SE ON BROWNS PARK ROAD
 LN0576'4.0 MILES TO A FORK.  THENCE TAKE LEFT FORK AND GO 41.6 MILES
 LN0576'TO A FORK POSTED BY THE MOUNTAIN FUEL AND SUPPLY CO., TAKE
 LN0576'THE RIGHT FORK POSTED CANYON CREEK CAMP AND GO 9.8 MILES TO A
 LN0576'ROAD TO THE RIGHT AT J.W. GRAHAMS MAIL BOX.  THENCE TURN RIGHT
 LN0576'AND GO 1.6 MILES TO A GATE, THENCE PASS THROUGH GATE AND TAKE
 LN0576'LEFT FORK ON A WELL TRAVELED ROAD TO ANOTHER FORK JUST BEYOND
 LN0576'AND FOLLOW 1.5 MILES TO HERSHISNIKS RANCH.  HERE TAKE ROAD
 LN0576'STRAIGHT UP CANYON CREEK AND GO 2.5 MILES TO A FORK AT THE
 LN0576'THIRD FENCE ABOVE THE RANCH.  TAKE LEFT FORK AND CROSS
 LN0576'BRIDGE AND GO 0.1 MILE TO A GATE, PASS THROUGH GATE AND GO
 LN0576'0.2 MILE TO A FORK, THENCE TAKE LEFT FORK AND GO 0.8 MILE TO A
 LN0576'SPRING.  CONTINUE 1.3 MILES TO A CROSSROADS, KEEP STRAIGHT
 LN0576'AHEAD FOR 0.25 MILE.  THIS IS END OF TRUCK TRAVEL.  FROM
 LN0576'HERE THE STATION BEARS 198 DEG MAGNETIC.  ABOUT 1/2-HOUR PACK.
 LN0576'
 LN0576'REACHED FROM HIAWATHA, FROM GAS PUMP AT N END OF STREET, TAKE
 LN0576'DIRT ROAD NW 2.6 MILES TO A STEEL BRIDGE AND FORK JUST BEYOND,
 LN0576'TAKE LEFT FORK 2.3 MILES TO A FORK, TAKE RIGHT FORK 1.35 MILES
 LN0576'TO A FORK, KEEP RIGHT FORK 5.5 MILES TO A T-ROAD.  TURN LEFT
 LN0576'(S) 0.5 MILE TO A FORK, TAKE LEFT FORK 8.7 MILES, TAKE RIGHT
 LN0576'FORK WHICH SWINGS RIGHT TO THE NW AND GO 3.2 MILES.  GO TO
 LN0576'SECOND GROUP OF RANCH BUILDINGS AND A GATE ACROSS ROAD, SPARKS
 LN0576'RANCH, CONTINUE ON THROUGH GATE 0.6 MILE TO A SPRING.
 LN0576'CONTINUE N UP VALLEY 5.1 MILES TO A FENCE LINE ON RIDGE,
 LN0576'CONTINUE 2.3 MILES TO TOP OF LOW RIDGE AND ROCK PILE ON
 LN0576'THE RIGHT.  LEAVE ROAD, TURN RIGHT AND FOLLOW TOP OF
 LN0576'RIDGE BENDING LEFT 0.6 MILE TO A ROCK CAIRN.  THENCE TURN
 LN0576'RIGHT ON A DIM TRACK ROAD AND GO 1.1 MILES TO END OF
 LN0576'ASPENS ON LEFT AND BARE CONE-SHAPED HILL JUST AHEAD.
 LN0576'PASS ASPENS AND TURN LEFT UP DRAW PARALLEL TO ASPENS FOR
 LN0576'0.3 MILE TO TOP OF SADDLE AND A SMALL ROCK PILE ON RIGHT,
 LN0576'FROM ROCK PILE TAKE BEARING 304 DEG MAGNETIC.  PACK UP
 LN0576'RIDGE ON THIS BEARING TO A SLAB OF ROCK ON RIDGE 0.4
 LN0576'MILE, CONTINUE TO EDGE OF TIMBER TO A POINT 50 YARDS TO
 LN0576'RIGHT OF A GROUP OF DEAD PINES, AT THIS POINT THERE IS A
 LN0576'TRIANGULAR BLAZE ON AN ASPEN.  FOLLOW CLEARED LINE THROUGH
 LN0576'TIMBER E FOR 200 YARDS TO AN OPENING ON THE LEFT, GO TO
 LN0576'UPPER RIGHT HAND END OF THIS OPENING, THEN FOLLOW SPRING
 LN0576'WATER ABOUT 50 YARDS TO A SPRING, CONTINUE UP HILL ABOUT
 LN0576'50 YARDS TO A WELL TRAVELED E AND W STOCK TRAIL, TURN LEFT
 LN0576'ON THIS TRAIL WHICH FOLLOWS THE SIDE OF THE RIDGE AT ABOUT
 LN0576'THE SAME ELEVATION AND GRADUALLY SWINGS RIGHT (N) FOR ABOUT
 LN0576'1/2 MILE TO UPPER END OF A LONG NARROW OPENING IN TIMBER.
 LN0576'THE STATION IS VISIBLE FROM HERE ON A HIGH POINT ABOUT 1/4
 LN0576'MILE AHEAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1601 ***********************************************************************
 KK1601  DESIGNATION -  MIDDLE
 KK1601  PID         -  KK1601
 KK1601  STATE/COUNTY-  CO/ELBERT
 KK1601  USGS QUAD   -  BIJOU (1978)
 KK1601
 KK1601                         *CURRENT SURVEY CONTROL
 KK1601  ___________________________________________________________________
 KK1601* NAD 83(1992)-  39 25 58.70725(N)    104 11 59.96583(W)     ADJUSTED  
 KK1601* NAVD 88     -      1891.5    (meters)    6206.     (feet)  VERTCON   
 KK1601  ___________________________________________________________________
 KK1601  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 KK1601  GEOID HEIGHT-         -18.37  (meters)                     GEOID03
 KK1601
 KK1601  HORZ ORDER  -  SECOND
 KK1601
 KK1601.The horizontal coordinates were established by classical geodetic methods
 KK1601.and adjusted by the National Geodetic Survey in January 1993..
 KK1601
 KK1601.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1601
 KK1601.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1601
 KK1601.The geoid height was determined by GEOID03.
 KK1601
 KK1601;                    North         East     Units Scale Factor Converg.
 KK1601;SPC CO C     -   483,175.343 1,026,318.292   MT  0.99995265   +0 49 11.6
 KK1601;SPC CO C     - 1,585,217.77  3,367,179.26   sFT  0.99995265   +0 49 11.6
 KK1601;UTM  13      - 4,365,131.312   568,850.482   MT  0.99965836   +0 30 29.4
 KK1601
 KK1601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1601!SPC CO C     -   0.99970621  x   0.99995265  =   0.99965887
 KK1601!UTM  13      -   0.99970621  x   0.99965836  =   0.99936467
 KK1601
 KK1601|---------------------------------------------------------------------|
 KK1601| PID    Reference Object                     Distance      Geod. Az  |
 KK1601|                                                           dddmmss.s |
 KK1601| CP7754 MIDDLE RM 1                          11.765 METERS 17900     |
 KK1601| CP7755 MIDDLE RM 2                          11.375 METERS 26955     |
 KK1601| KK1602 CURVE                               APPROX. 5.6 KM 3581907.2 |
 KK1601|---------------------------------------------------------------------|
 KK1601
 KK1601                          SUPERSEDED SURVEY CONTROL
 KK1601
 KK1601  NAD 83(1986)-  39 25 58.70041(N)    104 11 59.96362(W) AD(       ) 2
 KK1601  NAD 27      -  39 25 58.75505(N)    104 11 58.10454(W) AD(       ) 2
 KK1601  NGVD 29 (07/19/86) 1890.6    (m)         6203.     (f) VERT ANG       
 KK1601
 KK1601.Superseded values are not recommended for survey control.
 KK1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1601.See file dsdata.txt to determine how the superseded data were derived.
 KK1601
 KK1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED6885065131(NAD 83)
 KK1601_MARKER: Z = SEE DESCRIPTION
 KK1601_SETTING: 0 = UNSPECIFIED SETTING
 KK1601
 KK1601  HISTORY     - Date     Condition        Report By
 KK1601  HISTORY     - 1970     MONUMENTED       USGS
 KK1601
 KK1601                          STATION DESCRIPTION
 KK1601
 KK1601'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (EOM)
 KK1601'STATION IS LOCATED EAST 23 DEGREES NORTH ABOUT 15.5 MILES AIRLINE
 KK1601'FROM KIOWA, COLORADO.  WEST 20 DEGREES NORTH ABOUT 30.5 MILES
 KK1601'AIRLINE FROM LIMON, COLORADO, ABOUT 0.1 MILE WEST OF A GRADED
 KK1601'ROAD.  17 FEET SOUTHWEST OF A USGS WITNESS SIGN MOUNTED ON A
 KK1601'METAL POST.  ON A GRASS COVERED TOP ON LAND OWNED BY JACK
 KK1601'FLETCHER, AGATE, COLORADO.
 KK1601'
 KK1601'TO REACH THE STATION FROM THE POST OFFICE AT KIOWA, COLORADO,
 KK1601'PROCEED EAST ON STATE HIGHWAY 86 FOR 13.1 MILES TO CROSSROAD, TURN
 KK1601'LEFT (NORTH) AND GO 1.9 MILES TO T-ROAD SOUTH, TURN RIGHT (EAST)
 KK1601'AND GO 1.6 MILES TO T-ROAD NORTH, TURN LEFT (NORTH) AND GO 7.5
 KK1601'MILES ON WINDING ROAD TO T-ROAD SOUTH, TURN RIGHT (EAST) AND GO
 KK1601'1.4 MILES EAST AND NORTHERLY ON WINDING ROAD TO BIJOU BAPTIST
 KK1601'CHURCH ON THE LEFT , GO LEFT (WEST) PAST THE SOUTH SIDE OF THE
 KK1601'CHURCH TO WIRE GATE, PASS THROUGH GATE AND BEAR SHARP RIGHT
 KK1601'AND FOLLOW ALONG WEST SIDE OF RIGHT-OF-WAY FENCE 0.8 MILE TO
 KK1601'T-FENCE WEST, TURN LEFT AND FOLLOW ALONG SOUTH SIDE OF FENCE
 KK1601'0.1 MILE TO TOP OF HILL AND THE STATION.
 KK1601'
 KK1601'ALL MARKS ARE USGS BRASS TABLETS SOLDERED TO COPPER COATED STEEL
 KK1601'RODS CENTERED IN TILE 6 INCHES IN DIAMETER AND 12 INCHES LONG
 KK1601'FILLED WITH GRAVEL AND SET FLUSH WITH THE GROUND SURFACE.
 KK1601'
 KK1601'STATION MARK IS A ROD DRIVEN 15 FEET TO REFUSAL.  TABLET STAMPED
 KK1601'MIDDLE ET 1970.
 KK1601'
 KK1601'REFERENCE MARK NO. 1 IS A ROD DRIVEN 15 FEET TO REFUSAL.  TABLET
 KK1601'STAMPED MIDDLE ET 1 1970.
 KK1601'
 KK1601'REFERENCE MARK NO. 2 IS A ROD DRIVEN 15 FEET TO REFUSAL.  TABLET
 KK1601'STAMPED MIDDLE ET 2 1970.
 KK1601'
 KK1601'STATION CURVE USC AND GS 1960 IS VISIBLE FROM THE GROUND AT
 KK1601'THIS STATION AND WILL SERVE AS THE AZIMUTH MARK.
 KK1601'
 KK1601'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1392 ***********************************************************************
 LL1392  DESIGNATION -  MIDDLE MTN
 LL1392  PID         -  LL1392
 LL1392  STATE/COUNTY-  CO/LARIMER
 LL1392  USGS QUAD   -  DEADMAN (1967)
 LL1392
 LL1392                         *CURRENT SURVEY CONTROL
 LL1392  ___________________________________________________________________
 LL1392* NAD 83(1992)-  40 45 33.27309(N)    105 52 18.03060(W)     ADJUSTED  
 LL1392* NAVD 88     -      2849.5    (meters)    9349.     (feet)  VERTCON   
 LL1392  ___________________________________________________________________
 LL1392  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 LL1392  GEOID HEIGHT-         -11.07  (meters)                     GEOID03
 LL1392
 LL1392  HORZ ORDER  -  THIRD
 LL1392
 LL1392.The horizontal coordinates were established by classical geodetic methods
 LL1392.and adjusted by the National Geodetic Survey in January 1993..
 LL1392
 LL1392.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1392
 LL1392.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1392
 LL1392.The geoid height was determined by GEOID03.
 LL1392
 LL1392;                    North         East     Units Scale Factor Converg.
 LL1392;SPC CO N     -   463,191.197   883,017.571   MT  0.99999618   -0 14 24.5
 LL1392;SPC CO N     - 1,519,653.12  2,897,033.48   sFT  0.99999618   -0 14 24.5
 LL1392;UTM  13      - 4,512,396.676   426,424.254   MT  0.99966663   -0 34 08.9
 LL1392
 LL1392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1392!SPC CO N     -   0.99955494  x   0.99999618  =   0.99955113
 LL1392!UTM  13      -   0.99955494  x   0.99966663  =   0.99922172
 LL1392
 LL1392|---------------------------------------------------------------------|
 LL1392| PID    Reference Object                     Distance      Geod. Az  |
 LL1392|                                                           dddmmss.s |
 LL1392| CP7752 MIDDLE MTN RM 1                       6.149 METERS 02152     |
 LL1392| CP7753 MIDDLE MTN RM 2                      12.357 METERS 18237     |
 LL1392| LL0942 MIDDLE MTN AZ MK                                   2135127.2 |
 LL1392|---------------------------------------------------------------------|
 LL1392
 LL1392                          SUPERSEDED SURVEY CONTROL
 LL1392
 LL1392  NAD 83(1986)-  40 45 33.26878(N)    105 52 18.02715(W) AD(       ) 3
 LL1392  NAD 27      -  40 45 33.34700(N)    105 52 15.98300(W) AD(       ) 3
 LL1392  NGVD 29 (07/19/86) 2848.2    (m)         9344.     (f) VERT ANG       
 LL1392
 LL1392.Superseded values are not recommended for survey control.
 LL1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1392.See file dsdata.txt to determine how the superseded data were derived.
 LL1392
 LL1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF2642412397(NAD 83)
 LL1392_MARKER: DD = SURVEY DISK
 LL1392_SETTING: 0 = UNSPECIFIED SETTING
 LL1392
 LL1392  HISTORY     - Date     Condition        Report By
 LL1392  HISTORY     - 1949     MONUMENTED       CGS
 LL1392
 LL1392                          STATION DESCRIPTION
 LL1392
 LL1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LL1392'THE STATION IS LOCATED ON THE HIGHEST POINT OF A HEAVILY
 LL1392'TIMBERED MOUNTAIN THAT SLOPES GRADUALLY TO THE NORTH AND IS
 LL1392'LOCALLY KNOWN AS MIDDLE MTN.  ABOUT 42 MILES AIR LINE
 LL1392'WEST-NORTHWEST OF FORT COLLINS, ABOUT 22 MILES AIR LINE EAST OF
 LL1392'WALDEN, ABOUT 15 MILES AIR LINE SOUTH OF THE
 LL1392'COLORADO-WYOMING STATE LINE AND ABOUT 1.0 MILE AIR LINE
 LL1392'EAST OF THE LARAMIE RIVER.  THE STATION MARK IS WELDED ON
 LL1392'THE TOP OF A 3-INCH METAL PIPE, WHICH IS 30 FEET SOUTH OF
 LL1392'THE HIGHEST POINT, PROJECTS 14 INCHES AND IS STAMPED,
 LL1392'MIDDLE MTN 1949.
 LL1392'
 LL1392'REFERENCE MARK NO. 1 IS WELDED ON THE TOP OF A 3-INCH METAL
 LL1392'PIPE APPROXIMATELY 18 INCHES LOWER THAN THE STATION MARK,
 LL1392'PROJECTS 5 INCHES AND IS STAMPED, MIDDLE MTN NO 1 1949.
 LL1392'
 LL1392'REFERENCE MARK NO. 2 IS APPROXIMATELY 3 FEET LOWER THAN THE
 LL1392'STATION MARK, PROJECTS 14 INCHES AND IS STAMPED, MIDDLE
 LL1392'MTN NO 2 1949.
 LL1392'
 LL1392'THE AZIMUTH MARK IS 30 FEET SOUTH OF A POLE GATE AND SIGN
 LL1392'RAWAH PRIMITIVE AREA 9, 15 FEET WEST OF THE CENTER LINE OF
 LL1392'ROAD, 3 FEET EAST OF FENCE LINE, 2 FEET EAST OF A WHITE
 LL1392'WITNESS POST, PROJECTS 4 INCHES AND IS STAMPED, MIDDLE MTN 1949.
 LL1392'
 LL1392'TO REACH THE STATION FROM THE POST OFFICE IN GOULD, GO EAST
 LL1392'ON STATE HIGHWAY 14 FOR 9.7 MILES TO THE TOP OF CAMERON PASS.
 LL1392'CONTINUE EAST ON HIGHWAY FOR 8.8 MILES TO FORK AND SIGN FORT
 LL1392'COLLINS 61 GLENDEVEY 13.  TURN LEFT, NORTH, ACROSS BRIDGE
 LL1392'AND FOLLOW THE MAIN TRAVELED ROAD FOR 12.4 MILES TO THE
 LL1392'AZIMUTH MARK ON THE LEFT, WEST, AS DESCRIBED ABOVE.  CONTINUE
 LL1392'ON MAIN ROAD FOR 0.8 MILE TO THE LAZY W CROSS RANCH ON LEFT.
 LL1392'CONTINUE ON THE MAIN ROAD FOR 1.4 MILES TO A TRACK ROAD RIGHT,
 LL1392'EAST.  TURN RIGHT AND FOLLOW TRACK ROAD FOR 1.0 MILE TO A
 LL1392'POLE GATE IN A NORTH-SOUTH FENCE LINE AND THE END OF TRUCK
 LL1392'TRAVEL.  HERE FOLLOW FENCE SOUTHERLY UP RIDGE TO THE
 LL1392'HIGHEST POINT AND STATION.  A 1-HOUR PACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0942 ***********************************************************************
 LL0942  DESIGNATION -  MIDDLE MTN AZ MK
 LL0942  PID         -  LL0942
 LL0942  STATE/COUNTY-  CO/LARIMER
 LL0942  USGS QUAD   -  GLENDEVEY (1967)
 LL0942
 LL0942                         *CURRENT SURVEY CONTROL
 LL0942  ___________________________________________________________________
 LL0942* NAD 83(1986)-  40 45 05.     (N)    105 52 49.     (W)     SCALED    
 LL0942* NAVD 88     -      2546.621  (meters)    8355.04   (feet)  ADJUSTED  
 LL0942  ___________________________________________________________________
 LL0942  GEOID HEIGHT-         -11.06  (meters)                     GEOID03
 LL0942  DYNAMIC HT  -        2544.002 (meters)    8346.45  (feet)  COMP
 LL0942  MODELED GRAV-     979,503.5   (mgal)                       NAVD 88
 LL0942
 LL0942  VERT ORDER  -  SECOND    CLASS 0
 LL0942
 LL0942.The horizontal coordinates were scaled from a topographic map and have
 LL0942.an estimated accuracy of +/- 6 seconds.
 LL0942
 LL0942.The orthometric height was determined by differential leveling
 LL0942.and adjusted by the National Geodetic Survey in June 1991..
 LL0942
 LL0942.The geoid height was determined by GEOID03.
 LL0942
 LL0942.The dynamic height is computed by dividing the NAVD 88
 LL0942.geopotential number by the normal gravity value computed on the
 LL0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0942.degrees latitude (g = 980.6199 gals.).
 LL0942
 LL0942.The modeled gravity was interpolated from observed gravity values.
 LL0942
 LL0942;                    North         East    Units  Estimated Accuracy
 LL0942;SPC CO N     -   462,320.      882,290.      MT  (+/- 180 meters Scaled)
 LL0942
 LL0942                          SUPERSEDED SURVEY CONTROL
 LL0942
 LL0942  NGVD 29 (??/??/92) 2545.296  (m)         8350.69   (f) ADJ UNCH    2 0
 LL0942
 LL0942.Superseded values are not recommended for survey control.
 LL0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0942.See file dsdata.txt to determine how the superseded data were derived.
 LL0942
 LL0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF256115(NAD 83)
 LL0942_MARKER: DZ = AZIMUTH MARK DISK
 LL0942_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 LL0942_SP_SET: SMALL ROCK
 LL0942_STAMPING: MIDDLE MTN 1949
 LL0942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0942
 LL0942  HISTORY     - Date     Condition        Report By
 LL0942  HISTORY     - 1949     MONUMENTED       CGS
 LL0942  HISTORY     - 1951     GOOD             NGS
 LL0942
 LL0942                          STATION DESCRIPTION
 LL0942
 LL0942'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LL0942'6.8 MI SE FROM GLENDEVEY.
 LL0942'3.2 MILES EAST ALONG A WINDING GRAVELED ROAD FROM THE GROCERY
 LL0942'STORE AT GLENDEVEY LODGE, THENCE 3.55 MILES SOUTH ALONG A WINDING
 LL0942'GRAVELED ROAD, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 LL0942'3 FEET NORTHEAST OF A FENCE, 4 FEET EAST OF A WITNESS POST,
 LL0942'0.2 FOOT ABOVE THE GROUND, SET IN THE TOP OF A SMALL GRANITE
 LL0942'ROCK.  THE STATION WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0769 ***********************************************************************
 LK0769  DESIGNATION -  MIDWAY RESET
 LK0769  PID         -  LK0769
 LK0769  STATE/COUNTY-  CO/WASHINGTON
 LK0769  USGS QUAD   -  PINNEO (1984)
 LK0769
 LK0769                         *CURRENT SURVEY CONTROL
 LK0769  ___________________________________________________________________
 LK0769* NAD 83(1992)-  40 14 19.46174(N)    103 23 50.26107(W)     ADJUSTED  
 LK0769* NAVD 88     -      1383.4    (meters)    4539.     (feet)  VERTCON   
 LK0769  ___________________________________________________________________
 LK0769  X           -  -1,129,933.253 (meters)                     COMP
 LK0769  Y           -  -4,743,956.907 (meters)                     COMP
 LK0769  Z           -   4,099,137.713 (meters)                     COMP
 LK0769  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 LK0769  ELLIP HEIGHT-        1363.39  (meters)          (01/07/93) GPS OBS
 LK0769  GEOID HEIGHT-         -19.89  (meters)                     GEOID03
 LK0769
 LK0769  HORZ ORDER  -  FIRST
 LK0769  ELLP ORDER  -  FOURTH    CLASS II
 LK0769
 LK0769.The horizontal coordinates were established by GPS observations
 LK0769.and adjusted by the National Geodetic Survey in January 1993..
 LK0769
 LK0769.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0769
 LK0769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0769
 LK0769.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0769
 LK0769.The ellipsoidal height was determined by GPS observations
 LK0769.and is referenced to NAD 83.
 LK0769
 LK0769.The geoid height was determined by GEOID03.
 LK0769
 LK0769;                    North         East     Units Scale Factor Converg.
 LK0769;SPC CO N     -   407,449.568 1,093,308.567   MT  0.99995687   +1 21 31.1
 LK0769;SPC CO N     - 1,336,774.12  3,586,963.19   sFT  0.99995687   +1 21 31.1
 LK0769;UTM  13      - 4,455,487.400   636,331.789   MT  0.99982880   +1 02 07.7
 LK0769
 LK0769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0769!SPC CO N     -   0.99978617  x   0.99995687  =   0.99974304
 LK0769!UTM  13      -   0.99978617  x   0.99982880  =   0.99961500
 LK0769
 LK0769                          SUPERSEDED SURVEY CONTROL
 LK0769
 LK0769  NAD 83(1986)-  40 14 19.45638(N)    103 23 50.26066(W) AD(       ) 1
 LK0769  NGVD 29 (02/23/90) 1382.7    (m)         4536.     (f) GPS OBS        
 LK0769
 LK0769.Superseded values are not recommended for survey control.
 LK0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0769.See file dsdata.txt to determine how the superseded data were derived.
 LK0769
 LK0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE3633255487(NAD 83)
 LK0769_MARKER: DH = HORIZONTAL CONTROL DISK
 LK0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0769_SP_SET: CONCRETE POST
 LK0769_STAMPING: MIDWAY 1935 1974
 LK0769_MARK LOGO: NGS   
 LK0769_MAGNETIC: N = NO MAGNETIC MATERIAL
 LK0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0769+STABILITY: SURFACE MOTION
 LK0769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0769+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1989
 LK0769
 LK0769  HISTORY     - Date     Condition        Report By
 LK0769  HISTORY     - 1974     MONUMENTED       NGS
 LK0769  HISTORY     - 1974     GOOD             NGS
 LK0769  HISTORY     - 19890713 GOOD             NGS
 LK0769
 LK0769                          STATION DESCRIPTION
 LK0769
 LK0769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN)
 LK0769'STATION SUB-SURFACE DISK, REFERENCE MARK NUMBER 1 AND THE
 LK0769'AZIMUTH MARK WERE FOUND AND IN GOOD CONDITION.  REFERENCE MARK
 LK0769'NUMBER 2 WAS FOUND LYING ON ITS SIDE WITH THE DISK STILL IN
 LK0769'IT.
 LK0769'
 LK0769'A NEW STATION SURFACE MARK AND REFERENCE MARK NUMBER 3 WAS
 LK0769'SET THIS DATE.
 LK0769'
 LK0769'STATION SUB-SURFACE DISK IS STAMPED MIDWAY 1935, SET IN THE
 LK0769'TOP OF AN IRREGULAR MASS OF CONCRETE.  THE STATION SURFACE
 LK0769'DISK IS STAMPED MIDWAY 1935 1974, SET IN THE TOP OF A ROUND
 LK0769'CONCRETE MONUMENT THAT IS FLUSH WITH THE SURFACE OF THE GROUND.
 LK0769'MARK IS 23 FEET EAST OF THE CENTER OF A NORTH-SOUTH GRAVELED
 LK0769'ROAD, 70 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF AN
 LK0769'OLD ABANDONED FARM HOUSE AND 11 FEET WEST OF A NORTH-SOUTH
 LK0769'FENCELINE.
 LK0769'
 LK0769'REFERENCE MARK NUMBER 1 IS A STANDARD REFERENCE MARK DISK,
 LK0769'STAMPED MIDWAY NO 1 1935, SET IN THE TOP OF A SQUARE CONCRETE
 LK0769'MONUMENT THAT PROJECTS ABOUT 10 INCHES.  MARK IS 40 FEET NORTH
 LK0769'OF A FARM DRIVEWAY, 37 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 LK0769'OF THE ABANDONED FARM HOUSE, 25 FEET WEST OF THE NORTH-SOUTH
 LK0769'GRAVELED ROAD, 14 FEET NORTH OF A FENCE CORNER AND 14 FEET
 LK0769'NORTH OF A POWERLINE POLE.
 LK0769'
 LK0769'REFERENCE MARK NUMBER 3 IS A STANDARD REFERENCE MARK DISK,
 LK0769'STAMPED MIDWAY 1935 NO 3 1974, SET IN THE TOP OF A ROUND CONCRETE
 LK0769'MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.  MARK IS 34 FEET
 LK0769'EAST OF THE NORTH-SOUTH GRAVELED ROAD AND 1 FOOT WEST OF THE
 LK0769'NORTH-SOUTH FENCELINE.
 LK0769'
 LK0769'AZIMUTH MARK DISK IS STAMPED MIDWAY 1935, SET IN THE TOP OF A
 LK0769'SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 5 INCHES.  MARK
 LK0769'IS 127 FEET EAST OF A HIGHWAY SPEED LIMIT SIGN, 109 FEET SOUTH
 LK0769'OF AN EAST-WEST FENCELINE AND 52 FEET NORTH OF U.S. HIGHWAY 34.
 LK0769'
 LK0769'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 34 AND
 LK0769'STATE HIGHWAY 71 IN BRUSH.  GO EAST ON HIGHWAY 34 FOR 12.65
 LK0769'MILES TO THE AZIMUTH MARK ON THE LEFT, AS DESCRIBED.  CONTINUE
 LK0769'EAST ON HIGHWAY FOR 0.1 MILE TO A GRAVELED ROAD LEADING NORTH
 LK0769'AND A SERVICE STATION KNOWN LOCALLY AS MIDWAY.  TURN LEFT
 LK0769'AND GO NORTH ON THE GRAVELED ROAD FOR 0.85 MILE TO AN OLD
 LK0769'ABANDONED FARM HOUSE ON THE LEFT AND STATION ON THE RIGHT,
 LK0769'EAST SIDE OF THE ROAD, AS DESCRIBED.
 LK0769'
 LK0769'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13 MILES
 LK0769'EAST OF BRUSH.
 LK0769
 LK0769                          STATION RECOVERY (1974)
 LK0769
 LK0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LK0769'RECOVERED IN GOOD CONDITION.
 LK0769
 LK0769                          STATION RECOVERY (1989)
 LK0769
 LK0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 LK0769'THE STATION IS LOCATED ABOUT 20 KM (12.45 MI) EAST OF BRUSH, 18 KM
 LK0769'(11.20 MI) NORTHWEST OF AKRON IN A COUNTY ROAD RIGHT-OF-WAY.
 LK0769'OWNERSHIP--WASHINGTON COUNTY.
 LK0769'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 24 AND STATE
 LK0769'ROUTE 63 IN AKRON, GO WEST ON US HIGHWAY 34 FOR 15.0 KM (9.30 MI) TO A
 LK0769'GRAVEL CROSSROAD --U--.  CONTINUE WEST ALONG US HIGHWAY 34 FOR 3.40 KM
 LK0769'(2.10 MI) TO A GRAVEL ROAD ON THE RIGHT.  TURN RIGHT AND GO NORTH ON
 LK0769'COUNTY ROAD --S-- FOR 1.4 KM (0.85 MI) TO HIGH GROUND AND THE STATION
 LK0769'ON THE RIGHT ACROSS THE ROAD FROM SEVERAL DESERTED BUILDINGS.
 LK0769'THE STATION IS SET 39.4 M (129.3 FT) NORTH-NORTHEAST OF A UTILITY POLE
 LK0769'ACROSS THE ROAD, 11.3 M (37.1 FT) NORTH OF THE EXTENDED NORTH WALL OF
 LK0769'A DESERTED L-SHAPED HOUSE ACROSS THE ROAD, 10.4 M (34.1 FT) NORTHEAST
 LK0769'OF AND LEVEL WITH THE APPROXIMATE CENTERLINE OF THE ROAD, 0.5 M
 LK0769'(1.6 FT) WEST-SOUTHWEST OF A METAL WITNESS POST, 0.3 M (1.0 FT) EAST
 LK0769'OF A FIBERGLASS WITNESS POST AND PROJECTS 2 CM ABOVE THE SURFACE.
 LK0769'DESCRIBED BY G.R.HEID, VERFIED BY R.D.BALL AND TYPED BY E.A.RICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0916 ***********************************************************************
 JJ0916  DESIGNATION -  MILAN
 JJ0916  PID         -  JJ0916
 JJ0916  STATE/COUNTY-  CO/KIOWA
 JJ0916  USGS QUAD   -  HASWELL NE (1978)
 JJ0916
 JJ0916                         *CURRENT SURVEY CONTROL
 JJ0916  ___________________________________________________________________
 JJ0916* NAD 83(1992)-  38 28 51.66948(N)    103 05 11.09536(W)     ADJUSTED  
 JJ0916* NAVD 88     -      1374.     (meters)    4508.     (feet)  SCALED    
 JJ0916  ___________________________________________________________________
 JJ0916  LAPLACE CORR-          -2.42  (seconds)                    DEFLEC99
 JJ0916  GEOID HEIGHT-         -22.38  (meters)                     GEOID03
 JJ0916
 JJ0916  HORZ ORDER  -  THIRD
 JJ0916
 JJ0916.The horizontal coordinates were established by classical geodetic methods
 JJ0916.and adjusted by the National Geodetic Survey in January 1993..
 JJ0916
 JJ0916.The orthometric height was scaled from a topographic map.
 JJ0916
 JJ0916.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0916
 JJ0916.The geoid height was determined by GEOID03.
 JJ0916
 JJ0916;                    North         East     Units Scale Factor Converg.
 JJ0916;SPC CO S     -   508,892.880 1,124,979.205   MT  1.00000905   +1 28 49.6
 JJ0916;SPC CO S     - 1,669,592.72  3,690,869.28   sFT  1.00000905   +1 28 49.6
 JJ0916;SPC KS S     -   611,212.135       -22.964   MT  0.99998418   -2 49 06.5
 JJ0916;UTM  13      - 4,260,922.065   666,911.363   MT  0.99994309   +1 11 27.6
 JJ0916
 JJ0916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0916!SPC CO S     -   0.99978803  x   1.00000905  =   0.99979707
 JJ0916!SPC KS S     -   0.99978803  x   0.99998418  =   0.99977221
 JJ0916!UTM  13      -   0.99978803  x   0.99994309  =   0.99973113
 JJ0916
 JJ0916:                Primary Azimuth Mark                     Grid Az
 JJ0916:SPC CO S     -  GALATEA GRAIN ELEVATOR                   063 55 19.3
 JJ0916:SPC KS S     -  GALATEA GRAIN ELEVATOR                   068 13 15.4
 JJ0916:UTM  13      -  GALATEA GRAIN ELEVATOR                   064 12 41.3
 JJ0916
 JJ0916|---------------------------------------------------------------------|
 JJ0916| PID    Reference Object                     Distance      Geod. Az  |
 JJ0916|                                                           dddmmss.s |
 JJ0916| JJ0910 GALATEA GRAIN ELEVATOR              APPROX. 5.9 KM 0652408.9 |
 JJ0916| CM9086 MILAN RM 1                           13.693 METERS 07847     |
 JJ0916| CM9087 MILAN RM 2                           33.982 METERS 15849     |
 JJ0916| CM9088 MILAN RM 3                           14.306 METERS 23452     |
 JJ0916| CM9085 MILAN AZ MK                                        2454952.9 |
 JJ0916| JJ0920 HASWELL DES MARTEAU COMM ELEV       APPROX. 6.9 KM 2455503.2 |
 JJ0916|---------------------------------------------------------------------|
 JJ0916
 JJ0916                          SUPERSEDED SURVEY CONTROL
 JJ0916
 JJ0916  NAD 83(1986)-  38 28 51.66454(N)    103 05 11.09262(W) AD(       ) 3
 JJ0916  NAD 27      -  38 28 51.65021(N)    103 05 09.35832(W) AD(       ) 3
 JJ0916
 JJ0916.Superseded values are not recommended for survey control.
 JJ0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0916.See file dsdata.txt to determine how the superseded data were derived.
 JJ0916
 JJ0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC6691160922(NAD 83)
 JJ0916_MARKER: DS = TRIANGULATION STATION DISK
 JJ0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0916_STAMPING: MILAN 1954
 JJ0916_MARK LOGO: CGS   
 JJ0916_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JJ0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0916+STABILITY: SURFACE MOTION
 JJ0916
 JJ0916  HISTORY     - Date     Condition        Report By
 JJ0916  HISTORY     - 1954     MONUMENTED       CGS
 JJ0916  HISTORY     - 19951116 GOOD             CODOT
 JJ0916
 JJ0916                          STATION DESCRIPTION
 JJ0916
 JJ0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0916'THE STATION IS LOCATED ON THE NORTHWEST SIDE OF STATE ROUTE
 JJ0916'96, 4.6 MILES EAST-NORTHEAST OF THE VILLAGE OF HASWELL, 4.4
 JJ0916'MILES WEST-SOUTHWEST OF THE VILLAGE OF GALATEA.
 JJ0916'
 JJ0916'THE STATION IS A STANDARD BRONZE DISK STAMPED MILAN 1954
 JJ0916'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH
 JJ0916'WITH THE GROUND SURFACE, 36.5 FEET SOUTH OF THE SOUTH RAILROAD
 JJ0916'TRACK, 43 FEET NORTH OF THE HIGHWAY CENTER AND 7-1/2 FEET
 JJ0916'NORTH OF A FENCE LINE.  IT IS ABOUT 0.4 MILE EAST-NORTHEAST
 JJ0916'OF THE MILAN RAILROAD SIDING SIGN.
 JJ0916'
 JJ0916'TO REACH THE STATION FROM THE POST OFFICE IN HASWELL GO
 JJ0916'EAST-NORTHEAST TOWARDS EADS ON STATE ROUTE 96 FOR 4.6 MILES
 JJ0916'TO STATION ON THE LEFT (NORTHWEST) SIDE OF THE ROAD.
 JJ0916'
 JJ0916'REFERENCE MARK 1 IS A STANDARD BRONZE REFERENCE DISK STAMPED
 JJ0916'MILAN NO 1 1954 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 JJ0916'MONUMENT PROJECTING ABOUT 4 INCHES, 1-1/2 FEET NORTH OF A FENCE
 JJ0916'LINE, 33 FEET NORTH OF THE ROAD CENTER AND 46.5 FEET SOUTH
 JJ0916'OF THE SOUTH RAILROAD TRACK.  IT IS ABOUT THE SAME ELEVATION
 JJ0916'AS THE STATION.
 JJ0916'
 JJ0916'REFERENCE MARK 2 IS A STANDARD BRONZE REFERENCE DISK STAMPED
 JJ0916'MILAN NO 2 1954 SET IN THE TOP OF A 10-INCH CONCRETE MONUMENT
 JJ0916'FLUSH WITH THE GROUND SURFACE, 1 FOOT NORTH OF A FENCE LINE
 JJ0916'AND 67 FEET SOUTH OF ROAD CENTER.  IT IS ABOUT THE SAME
 JJ0916'ELEVATION AS THE STATION.
 JJ0916'
 JJ0916'REFERENCE MARK 3 IS A STANDARD BRONZE REFERENCE DISK STAMPED
 JJ0916'MILAN NO 3 1954 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 JJ0916'MONUMENT PROJECTING ABOUT 4 INCHES, 2 FEET NORTH OF A FENCE
 JJ0916'LINE, 34 FEET NORTH OF THE ROAD CENTER AND 45.5 FEET SOUTH
 JJ0916'OF THE SOUTH RAILROAD TRACK.  IT IS ABOUT THE SAME ELEVATION
 JJ0916'AS THE STATION.
 JJ0916'
 JJ0916'THE AZIMUTH MARK IS A STANDARD BRONZE DISK STAMPED MILAN 1954
 JJ0916'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT FLUSH
 JJ0916'WITH THE GROUND SURFACE, 46.5 FEET SOUTH OF THE SOUTH RAILROAD
 JJ0916'TRACK, 46 FEET NORTH OF THE ROAD CENTER, 2 FEET NORTH OF A
 JJ0916'FENCE LINE AND ABOUT 200 YARDS SOUTHWEST OF THE MILAN RAILROAD
 JJ0916'SIDING SIGN AND IS 171.6 FEET NORTHEAST OF A POWER LINE
 JJ0916'POLE ON THE SOUTH SIDE OF THE HIGHWAY WITH A TRIANGLE BLAZE.
 JJ0916
 JJ0916                          STATION RECOVERY (1995)
 JJ0916
 JJ0916'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (PGG)
 JJ0916'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3425 ***********************************************************************
 AA3425  DESIGNATION -  MILANO
 AA3425  PID         -  AA3425
 AA3425  STATE/COUNTY-  CO/DOUGLAS
 AA3425  USGS QUAD   -  PINEY CREEK (1994)
 AA3425
 AA3425                         *CURRENT SURVEY CONTROL
 AA3425  ___________________________________________________________________
 AA3425* NAD 83(1992)-  39 33 55.00777(N)    104 43 04.38990(W)     ADJUSTED  
 AA3425* NAVD 88     -      1864.0    (meters)    6115.     (feet)  GPS OBS   
 AA3425  ___________________________________________________________________
 AA3425  X           -  -1,251,249.029 (meters)                     COMP
 AA3425  Y           -  -4,763,418.899 (meters)                     COMP
 AA3425  Z           -   4,042,069.637 (meters)                     COMP
 AA3425  LAPLACE CORR-          -3.53  (seconds)                    DEFLEC99
 AA3425  ELLIP HEIGHT-        1846.60  (meters)          (12/03/02) GPS OBS
 AA3425  GEOID HEIGHT-         -17.51  (meters)                     GEOID03
 AA3425
 AA3425  HORZ ORDER  -  FIRST
 AA3425  ELLP ORDER  -  FOURTH    CLASS II
 AA3425
 AA3425.The horizontal coordinates were established by GPS observations
 AA3425.and adjusted by the National Geodetic Survey in December 1994..
 AA3425
 AA3425.The orthometric height was determined by GPS observations and a
 AA3425.high-resolution geoid model.
 AA3425
 AA3425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3425
 AA3425.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3425
 AA3425.The ellipsoidal height was determined by GPS observations
 AA3425.and is referenced to NAD 83.
 AA3425
 AA3425.The geoid height was determined by GEOID03.
 AA3425
 AA3425;                    North         East     Units Scale Factor Converg.
 AA3425;SPC CO C     -   497,352.524   981,608.212   MT  0.99996868   +0 29 35.8
 AA3425;SPC CO C     - 1,631,730.74  3,220,492.94   sFT  0.99996868   +0 29 35.8
 AA3425;UTM  13      - 4,379,547.358   524,233.189   MT  0.99960723   +0 10 46.9
 AA3425
 AA3425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3425!SPC CO C     -   0.99971038  x   0.99996868  =   0.99967907
 AA3425!UTM  13      -   0.99971038  x   0.99960723  =   0.99931772
 AA3425
 AA3425                          SUPERSEDED SURVEY CONTROL
 AA3425
 AA3425  ELLIP H (12/14/94) 1846.65   (m)                       GP(       ) 3 1
 AA3425
 AA3425.Superseded values are not recommended for survey control.
 AA3425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3425.See file dsdata.txt to determine how the superseded data were derived.
 AA3425
 AA3425_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED2423379547(NAD 83)
 AA3425_MARKER: DD = SURVEY DISK
 AA3425_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA3425_STAMPING: MILANO
 AA3425_MARK LOGO: DCGIS 
 AA3425_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA3425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3425+STABILITY: SURFACE MOTION
 AA3425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3425+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3425
 AA3425  HISTORY     - Date     Condition        Report By
 AA3425  HISTORY     - 1993     MONUMENTED       MSAM
 AA3425
 AA3425                          STATION DESCRIPTION
 AA3425
 AA3425'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1993 (KCH)
 AA3425'THE STATION IS LOCATED ABOUT 4.5 MILES (7.2 KM) NORTHEAST OF THE TOWN
 AA3425'OF PARKER, COLO. IN SECTION 1, TOWNSHIP 6 SOUTH, RANGE 66 WEST OF THE
 AA3425'6TH P.M., OWNERSHIP-- DOUGLAS COUNTY TO REACH THE STATION FROM THE
 AA3425'INTERSECTION OF STATE HIGHWAY 83 (PARKER ROAD) AND EAST MAIN STREET
 AA3425'(EAST PARKER ROAD) IN PARKER, COLO GO NORTH ON HIGHWAY 83, FOR 1.8
 AA3425'MILES (2.9 KM) TO PINE LANE, GO EAST ON PINE LANE FOR 0.85 MILES (1.37
 AA3425'KM) TO PINE DRIVE, GO NORTH ON PINE DRIVE FOR 0.75 MILES (1.21 KM) TO
 AA3425'INSPIRATION DRIVE, GO EAST ON INSPIRATION DRIVE FOR 2.1 MILES (3.4 KM)
 AA3425'TO GARTRELL ROAD, GO NORTH ON GARTRELL ROAD FOR 0.95 MILES (1.53 KM)
 AA3425'TO THE STATION ON THE WEST SIDE OF THE ROAD. THE STATION IS A BRASS
 AA3425'DISK SET IN CONCRETE FLUSH WITH THE GROUND, IT IS MARKED WITH A
 AA3425'DOUGLAS COUNTY GIS FIBERGLASS WITNESS POST, IT IS 73.9 FEET (22.5 M)
 AA3425'SOUTHWEST OF A BRASS SHINNER 22568 ON A FENCE POST IN THE WEST ROW
 AA3425'FENCE OF GARTRELL RD, 6.1 FEET (1.9 M) SOUTHEAST OF A BRASS SHINNER
 AA3425'22568 ON A FENCE POST  IN THE WEST ROW FENCE OF GARTRELL RD, AND 94.5
 AA3425'FEET (28.8 M) NORTH OF A BRASS SHINNER 22568 ON A POWER POLE ON THE
 AA3425'WEST SIDE OF GARTRELL RD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2100 ***********************************************************************
 KK2100  CBN         -  This is a Cooperative Base Network Control Station.
 KK2100  DESIGNATION -  MILE HIGH RADAR TEMP PT
 KK2100  PID         -  KK2100
 KK2100  STATE/COUNTY-  CO/ADAMS
 KK2100  USGS QUAD   -  BRIGHTON (1994)
 KK2100
 KK2100                         *CURRENT SURVEY CONTROL
 KK2100  ___________________________________________________________________
 KK2100* NAD 83(1992)-  39 52 41.70384(N)    104 45 26.21808(W)     ADJUSTED  
 KK2100* NAVD 88     -      1599.9    (meters)    5249.     (feet)  GPS OBS   
 KK2100  ___________________________________________________________________
 KK2100  X           -  -1,248,814.119 (meters)                     COMP
 KK2100  Y           -  -4,740,880.684 (meters)                     COMP
 KK2100  Z           -   4,068,635.108 (meters)                     COMP
 KK2100  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 KK2100  ELLIP HEIGHT-        1581.99  (meters)          (10/21/02) GPS OBS
 KK2100  GEOID HEIGHT-         -17.91  (meters)                     GEOID03
 KK2100
 KK2100  HORZ ORDER  -  B
 KK2100  ELLP ORDER  -  FOURTH    CLASS II
 KK2100
 KK2100.The horizontal coordinates were established by GPS observations
 KK2100.and adjusted by the National Geodetic Survey in May 1992..
 KK2100
 KK2100.The orthometric height was determined by GPS observations and a
 KK2100.high-resolution geoid model.
 KK2100
 KK2100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK2100
 KK2100.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2100
 KK2100.The ellipsoidal height was determined by GPS observations
 KK2100.and is referenced to NAD 83.
 KK2100
 KK2100.The geoid height was determined by GEOID03.
 KK2100
 KK2100;                    North         East     Units Scale Factor Converg.
 KK2100;SPC CO N     -   365,568.721   977,935.661   MT  0.99997785   +0 28 47.6
 KK2100;SPC CO N     - 1,199,370.05  3,208,443.91   sFT  0.99997785   +0 28 47.6
 KK2100;SPC CO C     -   532,071.768   977,938.876   MT  1.00002789   +0 28 06.3
 KK2100;SPC CO C     - 1,745,638.79  3,208,454.46   sFT  1.00002789   +0 28 06.3
 KK2100;UTM  13      - 4,414,272.607   520,755.027   MT  0.99960530   +0 09 20.2
 KK2100
 KK2100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2100!SPC CO N     -   0.99975188  x   0.99997785  =   0.99972973
 KK2100!SPC CO C     -   0.99975188  x   1.00002789  =   0.99977976
 KK2100!UTM  13      -   0.99975188  x   0.99960530  =   0.99935728
 KK2100
 KK2100                          SUPERSEDED SURVEY CONTROL
 KK2100
 KK2100  NAD 83(1986)-  39 52 41.69303(N)    104 45 26.21689(W) AD(       ) 3
 KK2100  ELLIP H (05/26/92) 1582.03   (m)                       GP(       ) 4 1
 KK2100  NGVD 29 (06/11/92) 1598.9    (m)         5246.     (f) GPS OBS        
 KK2100
 KK2100.Superseded values are not recommended for survey control.
 KK2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2100.See file dsdata.txt to determine how the superseded data were derived.
 KK2100
 KK2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE2075514273(NAD 83)
 KK2100_MARKER: I = METAL ROD
 KK2100_SETTING: 0 = UNSPECIFIED SETTING
 KK2100_MARK LOGO: NGS   
 KK2100_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK2100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK2100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK2100+SATELLITE: SATELLITE OBSERVATIONS - 1991
 KK2100
 KK2100  HISTORY     - Date     Condition        Report By
 KK2100  HISTORY     - 1991     MONUMENTED       NGS
 KK2100
 KK2100                          STATION DESCRIPTION
 KK2100
 KK2100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KK2100'THIS STATION WAS ESTABLISHED TO POSITION THE TEMPORARY MILE HIGH
 KK2100'RADAR.
 KK2100'STATION IS LOCATED ABOUT 35 KM (21.7 MI) NORTHEAST OF DENVER, 20 KM
 KK2100'(12.4 MI) SOUTH-SOUTHEAST OF FORT LUPTON, ON THE PROPOSED NEW DENVER
 KK2100'INTERNATIONAL AIRPORT, AT THE MILE HIGH RADAR SITE, IN THE PROTECTIVE
 KK2100'BERM AROUND THE SITE.  OWNERSHIP--US DEPARTMENT OF COMMERCE, NOAA,
 KK2100'C/O FRANK PRATT OR DON FERRARO, 9831 HIMALAYA STREET, DENVER, CO.
 KK2100'PHONE IS 303-371-5337.
 KK2100'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 76 AND STATE HIGHWAY
 KK2100'51 (EXIT 17), ABOUT 10 KM (6.2 MI) SOUTH OF FORT LUPTON, GO SOUTH ON
 KK2100'PAVED ROAD FOR ABOUT 30 M (98.4 FT) TO A PAVED ROAD LEFT.  TURN LEFT,
 KK2100'EASTERLY, ON 120TH AVENUE FOR 3.30 KM (2.05 MI) TO AN OFFSET
 KK2100'CROSSROAD.  TURN RIGHT, SOUTH, ON TOWER ROAD FOR 1.35 KM (0.84 MI) TO
 KK2100'A GRAVEL CROSSROAD.  TURN LEFT, EAST, ON 112TH AVENUE FOR 1.58 KM
 KK2100'(0.98 MI) TO A ROAD RIGHT.  TURN RIGHT, SOUTH, THEN WEST, ON HIMALAYA
 KK2100'STREET FOR 2.14 KM (1.33 MI) TO A CURVE LEFT JUST BEFORE REACHING THE
 KK2100'RADAR SITE.  BEAR LEFT ON BERM AND GO SOUTH FOR 0.29 KM (0.18 MI) TO
 KK2100'THE SOUTHWEST CORNER OF THE BERM AND THE STATION.
 KK2100'STATION MARK IS A PUNCH HOLE TOP CENTER ON A FOUR FOOT LONG STEEL ROD
 KK2100'DRIVEN INTO THE GROUND AND ENCASED IN A PVC PIPE FLUSH WITH THE
 KK2100'GROUND.  IT IS 23.4 M (76.8 FT) SOUTH OF THE SOUTHWEST CORNER OF THE
 KK2100'PERIMETER FENCE, 9.4 M (30.8 FT) NORTH OF THE BERM EDGE AND 0.4 M
 KK2100'(1.3 FT) WEST OF A FIBERGLASS WITNESS POST.
 KK2100'DESCRIBED BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0775 ***********************************************************************
 JL0775  DESIGNATION -  MILK
 JL0775  PID         -  JL0775
 JL0775  STATE/COUNTY-  CO/GUNNISON
 JL0775  USGS QUAD   -  GATEVIEW (1982)
 JL0775
 JL0775                         *CURRENT SURVEY CONTROL
 JL0775  ___________________________________________________________________
 JL0775* NAD 83(1992)-  38 17 41.59812(N)    107 07 35.91096(W)     ADJUSTED  
 JL0775* NAVD 88     -      2709.1    (meters)    8888.     (feet)  VERTCON   
 JL0775  ___________________________________________________________________
 JL0775  LAPLACE CORR-           3.27  (seconds)                    DEFLEC99
 JL0775  GEOID HEIGHT-         -14.50  (meters)                     GEOID03
 JL0775
 JL0775  HORZ ORDER  -  THIRD
 JL0775
 JL0775.The horizontal coordinates were established by classical geodetic methods
 JL0775.and adjusted by the National Geodetic Survey in January 1993..
 JL0775
 JL0775.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0775
 JL0775.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0775
 JL0775.The geoid height was determined by GEOID03.
 JL0775
 JL0775;                    North         East     Units Scale Factor Converg.
 JL0775;SPC CO C     -   357,311.284   772,106.619   MT  1.00003411   -1 01 33.3
 JL0775;SPC CO C     - 1,172,278.77  2,533,153.13   sFT  1.00003411   -1 01 33.3
 JL0775;UTM  13      - 4,240,673.722   314,026.658   MT  1.00002596   -1 19 05.8
 JL0775
 JL0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0775!SPC CO C     -   0.99957737  x   1.00003411  =   0.99961147
 JL0775!UTM  13      -   0.99957737  x   1.00002596  =   0.99960332
 JL0775
 JL0775:                Primary Azimuth Mark                     Grid Az
 JL0775:SPC CO C     -  TOLVAR                                   329 07 39.1
 JL0775:UTM  13      -  TOLVAR                                   329 25 11.6
 JL0775
 JL0775|---------------------------------------------------------------------|
 JL0775| PID    Reference Object                     Distance      Geod. Az  |
 JL0775|                                                           dddmmss.s |
 JL0775| JL0774 TOLVAR                              APPROX. 2.2 KM 3280605.8 |
 JL0775|---------------------------------------------------------------------|
 JL0775
 JL0775                          SUPERSEDED SURVEY CONTROL
 JL0775
 JL0775  NAD 83(1986)-  38 17 41.59502(N)    107 07 35.91892(W) AD(       ) 3
 JL0775  NAD 27      -  38 17 41.61807(N)    107 07 33.73471(W) AD(       ) 3
 JL0775  NGVD 29 (07/19/86) 2707.6    (m)         8883.     (f) VERT ANG       
 JL0775
 JL0775.Superseded values are not recommended for survey control.
 JL0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0775.See file dsdata.txt to determine how the superseded data were derived.
 JL0775
 JL0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC1402740674(NAD 83)
 JL0775_MARKER: DD = SURVEY DISK
 JL0775_SETTING: 66 = SET IN ROCK OUTCROP
 JL0775_SP_SET: SET IN ROCK OUTCROP
 JL0775_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0775+STABILITY: POSITION/ELEVATION WELL
 JL0775
 JL0775  HISTORY     - Date     Condition        Report By
 JL0775  HISTORY     - 1950     MONUMENTED       USGS
 JL0775
 JL0775                          STATION DESCRIPTION
 JL0775
 JL0775'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JL0775'STATION LOCATED ABOUT 15 MI. AIRLINE SE. OF SAPINERO, COLORADO, 12.5
 JL0775'MI. AIRLINE SW. OF IOLA, COLORADO, IN T. 47 N. R. 2 W., SEC. 29
 JL0775'ON SPUR RIDGE ON SW. SIDE OF HILL APPROX. 100 FT. LOWER THAN TOP.
 JL0775'
 JL0775'TO REACH FROM P.O. AT POWDERHORN, COLORADO, GO W. 0.4 MI. TO
 JL0775'INTERSECTION OF STATE HWY.149, TURN RIGHT NW.ALONG STATE HWY. 149
 JL0775'1.2 MI. TO TRACK RD. NW. THENCE RIGHT NW, ALONG TRACK RD. 0.4 MI.TO
 JL0775'Y- FORKS.  TAKE RIGHT FORK NE. 0.9 MI. TO S. SIDE OF SADDLE AND END OF
 JL0775'RD., FROM THIS POINT PACK SE. APPROX. 15 MIN. AROUND HILL TO SADDLE,
 JL0775'FROM SADDLE GO SE.TO SPUR RIDGE TOP AND STATION SITE.
 JL0775'
 JL0775'STATION MARK - STANDARD TABLET STAMPED --- C-MILK 1950---, CEMENTED IN
 JL0775'ROCK OUTCROP.
 JL0775'
 JL0775'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0532 ***********************************************************************
 LN0532  DESIGNATION -  MILL
 LN0532  PID         -  LN0532
 LN0532  STATE/COUNTY-  CO/MOFFAT
 LN0532  USGS QUAD   -  CEDAR KNOB (1986)
 LN0532
 LN0532                         *CURRENT SURVEY CONTROL
 LN0532  ___________________________________________________________________
 LN0532* NAD 83(1992)-  40 26 07.35683(N)    108 10 03.68124(W)     ADJUSTED  
 LN0532* NAVD 88     -      1997.7    (meters)    6554.     (feet)  VERTCON   
 LN0532  ___________________________________________________________________
 LN0532  LAPLACE CORR-           3.77  (seconds)                    DEFLEC99
 LN0532  GEOID HEIGHT-         -16.09  (meters)                     GEOID03
 LN0532
 LN0532  HORZ ORDER  -  THIRD
 LN0532
 LN0532.The horizontal coordinates were established by classical geodetic methods
 LN0532.and adjusted by the National Geodetic Survey in January 1993..
 LN0532
 LN0532.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0532
 LN0532.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0532
 LN0532.The geoid height was determined by GEOID03.
 LN0532
 LN0532;                    North         East     Units Scale Factor Converg.
 LN0532;SPC CO N     -   430,566.624   688,093.669   MT  0.99996202   -1 43 25.3
 LN0532;SPC CO N     - 1,412,617.33  2,257,520.65   sFT  0.99996202   -1 43 25.3
 LN0532;UTM  12      - 4,479,934.568   740,238.463   MT  1.00031049   +1 50 16.4
 LN0532
 LN0532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0532!SPC CO N     -   0.99968924  x   0.99996202  =   0.99965127
 LN0532!UTM  12      -   0.99968924  x   1.00031049  =   0.99999963
 LN0532
 LN0532:                Primary Azimuth Mark                     Grid Az
 LN0532:SPC CO N     -  RIG                                      152 03 31.8
 LN0532:UTM  12      -  RIG                                      148 29 50.1
 LN0532
 LN0532|---------------------------------------------------------------------|
 LN0532| PID    Reference Object                     Distance      Geod. Az  |
 LN0532|                                                           dddmmss.s |
 LN0532| LN0530 RIG                                 APPROX.10.2 KM 1502006.5 |
 LN0532|---------------------------------------------------------------------|
 LN0532
 LN0532                          SUPERSEDED SURVEY CONTROL
 LN0532
 LN0532  NAD 83(1986)-  40 26 07.34843(N)    108 10 03.67802(W) AD(       ) 3
 LN0532  NAD 27      -  40 26 07.46314(N)    108 10 01.36439(W) AD(       ) 3
 LN0532  NGVD 29 (07/19/86) 1996.4    (m)         6550.     (f) VERT ANG       
 LN0532
 LN0532.Superseded values are not recommended for survey control.
 LN0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0532.See file dsdata.txt to determine how the superseded data were derived.
 LN0532
 LN0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK4023879935(NAD 83)
 LN0532_MARKER: DD = SURVEY DISK
 LN0532_SETTING: 0 = UNSPECIFIED SETTING
 LN0532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0532
 LN0532  HISTORY     - Date     Condition        Report By
 LN0532  HISTORY     - 1955     MONUMENTED       USGS
 LN0532
 LN0532                          STATION DESCRIPTION
 LN0532
 LN0532'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LN0532'TO REACH FROM MAYBELL POST OFFICE, GO E. ON U.S. HIGHWAY 40 FOR 1/2
 LN0532'BLOCK, THENCE FOLLOW MAIN TRAVELED RD. S. FOR 5.9 MI. TO A VERY DIM
 LN0532'TRACK RD. W. AT A WINDMILL, THENCE FOLLOW DIM TRACK RD. W. FOR 1.7
 LN0532'MI. TO A PROMINENT SHOULDER ON SANDY RIDGE AND STATION SITE.
 LN0532'
 LN0532'STATION MARK--STANDARD TABLET SET IN A CONCRETE POST PROJECTING 0.7
 LN0532'FT. ABOVE GROUND, STAMPED ---MILL 1955---.
 LN0532'
 LN0532'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2017 ***********************************************************************
 KK2017  DESIGNATION -  MILL
 KK2017  PID         -  KK2017
 KK2017  STATE/COUNTY-  CO/CLEAR CREEK
 KK2017  USGS QUAD   -  EMPIRE (1974)
 KK2017
 KK2017                         *CURRENT SURVEY CONTROL
 KK2017  ___________________________________________________________________
 KK2017* NAD 83(1992)-  39 47 48.77997(N)    105 38 24.83860(W)     ADJUSTED  
 KK2017* NAVD 88     -      3173.8    (meters)   10413.     (feet)  VERTCON   
 KK2017  ___________________________________________________________________
 KK2017  LAPLACE CORR-         -11.81  (seconds)                    DEFLEC99
 KK2017  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 KK2017
 KK2017  HORZ ORDER  -  THIRD
 KK2017
 KK2017.The horizontal coordinates were established by classical geodetic methods
 KK2017.and adjusted by the National Geodetic Survey in January 1993..
 KK2017
 KK2017.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2017
 KK2017.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2017
 KK2017.The geoid height was determined by GEOID03.
 KK2017
 KK2017;                    North         East     Units Scale Factor Converg.
 KK2017;SPC CO C     -   522,786.761   902,391.281   MT  1.00000961   -0 05 18.4
 KK2017;SPC CO C     - 1,715,176.23  2,960,595.39   sFT  1.00000961   -0 05 18.4
 KK2017;UTM  13      - 4,405,409.669   445,188.120   MT  0.99963699   -0 24 35.3
 KK2017
 KK2017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2017!SPC CO C     -   0.99950432  x   1.00000961  =   0.99951392
 KK2017!UTM  13      -   0.99950432  x   0.99963699  =   0.99914149
 KK2017
 KK2017:                Primary Azimuth Mark                     Grid Az
 KK2017:SPC CO C     -  CUM                                      019 21 42.3
 KK2017:UTM  13      -  CUM                                      019 40 59.2
 KK2017
 KK2017|---------------------------------------------------------------------|
 KK2017| PID    Reference Object                     Distance      Geod. Az  |
 KK2017|                                                           dddmmss.s |
 KK2017| KK2016 CUM                                 APPROX. 1.8 KM 0191623.9 |
 KK2017|---------------------------------------------------------------------|
 KK2017
 KK2017                          SUPERSEDED SURVEY CONTROL
 KK2017
 KK2017  NAD 83(1986)-  39 47 48.77995(N)    105 38 24.83561(W) AD(       ) 3
 KK2017  NAD 27      -  39 47 48.82263(N)    105 38 22.83510(W) AD(       ) 3
 KK2017  NGVD 29 (07/19/86) 3172.3    (m)        10408.     (f) VERT ANG       
 KK2017
 KK2017.Superseded values are not recommended for survey control.
 KK2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2017.See file dsdata.txt to determine how the superseded data were derived.
 KK2017
 KK2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE4518805410(NAD 83)
 KK2017_MARKER: DD = SURVEY DISK
 KK2017_SETTING: 66 = SET IN ROCK OUTCROP
 KK2017_SP_SET: SET IN ROCK OUTCROP
 KK2017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK2017+STABILITY: POSITION/ELEVATION WELL
 KK2017
 KK2017  HISTORY     - Date     Condition        Report By
 KK2017  HISTORY     - 1951     MONUMENTED       USGS
 KK2017
 KK2017                          STATION DESCRIPTION
 KK2017
 KK2017'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 KK2017'STATION LOCATED ON HIGH POINT ON RIDGE BETWEEN FALL RIVER ON N. AND
 KK2017'MILL CREEK ON S.
 KK2017'
 KK2017'TO REACH STATION, GO W. FROM IDAHO SPRINGS ON HIGHWAY 6 AND 40 TO FALL
 KK2017'RIVER ROAD, TURN RIGHT AND FOLLOW ALONG FALL RIVER TO JUNCTION OF RD.
 KK2017'WHERE MAIN RD. TURNS N. TO ST. MARYS GLACIER AND UNIMPROVED RD. GOES
 KK2017'W. TO CHINNS LAKE AND LOCH LOMOND LAKE, FROM HERE IT IS ONE HOUR HIKE
 KK2017'TO HIGH POINT AND STATION.
 KK2017'
 KK2017'STATION MARK--STANDARD TRIANGULATION TABLET SET IN SOLID ROCK, STAMPED
 KK2017'---MILL 1951---.
 KK2017'
 KK2017'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0485 ***********************************************************************
 LK0485  DESIGNATION -  MILL
 LK0485  PID         -  LK0485
 LK0485  STATE/COUNTY-  CO/SEDGWICK
 LK0485  USGS QUAD   -  VENANGO NE (1962)
 LK0485
 LK0485                         *CURRENT SURVEY CONTROL
 LK0485  ___________________________________________________________________
 LK0485* NAD 83(1992)-  40 59 23.80965(N)    102 05 50.80306(W)     ADJUSTED  
 LK0485* NAVD 88     -      1122.     (meters)    3681.     (feet)  SCALED    
 LK0485  ___________________________________________________________________
 LK0485  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 LK0485  GEOID HEIGHT-         -20.61  (meters)                     GEOID03
 LK0485
 LK0485  HORZ ORDER  -  SECOND
 LK0485
 LK0485.The horizontal coordinates were established by classical geodetic methods
 LK0485.and adjusted by the National Geodetic Survey in January 1993..
 LK0485
 LK0485.The orthometric height was scaled from a topographic map.
 LK0485
 LK0485.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0485
 LK0485.The geoid height was determined by GEOID03.
 LK0485
 LK0485;                    North         East     Units Scale Factor Converg.
 LK0485;SPC CO N     -   494,238.663 1,200,661.104   MT  1.00004006   +2 11 54.6
 LK0485;SPC CO N     - 1,621,514.68  3,939,168.97   sFT  1.00004006   +2 11 54.6
 LK0485;SPC NE       -   130,554.948   323,574.698   MT  0.99969886   -1 23 23.9
 LK0485;UTM  13      - 4,541,699.544   744,161.143   MT  1.00033379   +1 54 17.3
 LK0485
 LK0485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0485!SPC CO N     -   0.99982719  x   1.00004006  =   0.99986725
 LK0485!SPC NE       -   0.99982719  x   0.99969886  =   0.99952610
 LK0485!UTM  13      -   0.99982719  x   1.00033379  =   1.00016093
 LK0485
 LK0485:                Primary Azimuth Mark                     Grid Az
 LK0485:SPC CO N     -  BIG SPRINGS MUNICIPAL TANK               012 06 21.1
 LK0485:SPC NE       -  BIG SPRINGS MUNICIPAL TANK               015 41 39.6
 LK0485:UTM  13      -  BIG SPRINGS MUNICIPAL TANK               012 23 58.4
 LK0485
 LK0485|---------------------------------------------------------------------|
 LK0485| PID    Reference Object                     Distance      Geod. Az  |
 LK0485|                                                           dddmmss.s |
 LK0485| MN0424 BIG SPRINGS MUNICIPAL TANK          APPROX. 8.7 KM 0141815.7 |
 LK0485| CP7759 MILL AZ MK                                         0254005.6 |
 LK0485| CP7763 MILL RM 1                            14.843 METERS 23512     |
 LK0485| LK0494 JULESBURG ATT CO MICROWAVE MST      APPROX.12.9 KM 2351617.9 |
 LK0485| CP7764 MILL RM 2                            16.711 METERS 32603     |
 LK0485| MN0426 BIG SPRINGS K N NAT GAS MAST        APPROX.12.8 KM 3320930.3 |
 LK0485| MN0427 BIG SPRINGS K N NAT GAS TANK        APPROX.12.8 KM 3323704.8 |
 LK0485|---------------------------------------------------------------------|
 LK0485
 LK0485                          SUPERSEDED SURVEY CONTROL
 LK0485
 LK0485  NAD 83(1986)-  40 59 23.80932(N)    102 05 50.80293(W) AD(       ) 2
 LK0485  NAD 27      -  40 59 23.83260(N)    102 05 49.14310(W) AD(       ) 2
 LK0485
 LK0485.Superseded values are not recommended for survey control.
 LK0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0485.See file dsdata.txt to determine how the superseded data were derived.
 LK0485
 LK0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF4416141700(NAD 83)
 LK0485_MARKER: DS = TRIANGULATION STATION DISK
 LK0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0485_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 LK0485
 LK0485  HISTORY     - Date     Condition        Report By
 LK0485  HISTORY     - 1963     MONUMENTED       CGS
 LK0485  HISTORY     - 1971     GOOD             USGS
 LK0485
 LK0485                          STATION DESCRIPTION
 LK0485
 LK0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (DJF)
 LK0485'THE STATION IS LOCATED ABOUT 8-3/4 MILES EAST OF JULESBURG,
 LK0485'5-1/2 MILES SOUTH-SOUTHWEST OF BIG SPRINGS, AND 5 MILES SOUTHEAST
 LK0485'OF BARTON.  IT IS NEAR A WOODEN WINDMILL, ON A PROMINENT
 LK0485'RIDGE RUNNING EAST AND WEST IN PASTURE LAND WHICH FORMS
 LK0485'THE SOUTH SIDE OF THE SOUTH PLATTE RIVER DRAINAGE.  THE LAND
 LK0485'IS OWNED BY MR. DON STRETSKY.
 LK0485'
 LK0485'TO REACH THE STATION FROM THE POST OFFICE IN BIG SPRINGS GO
 LK0485'SOUTH AND WEST 0.1 MILE TO THE RAILROAD STATION AND A CROSS
 LK0485'STREET.  TURN LEFT AND GO SOUTH ACROSS TRACKS 1.1 MILES TO END
 LK0485'OF PAVEMENT AT A CROSSROAD.  TURN RIGHT AND FOLLOW GRADED
 LK0485'GRAVELED ROAD SOUTH, WEST AND SOUTH 3.0 MILES TO THE SECOND
 LK0485'CROSSROAD.  CONTINUE SOUTH ON TRACK ROAD 1.0 MILE TO A CURVE
 LK0485'IN A CULTIVATED FIELD.  TURN RIGHT AND CONTINUE WEST 0.2
 LK0485'MILE ON TRACK ROAD TO A FORK.  TAKE LEFT FORK AND GO SOUTH
 LK0485'ON TRACKS IN FENCED-IN SECTION-LINE 0.7 MILE TO THE AZIMUTH
 LK0485'MARK IN THE RIGHT-HAND FENCELINE.  CONTINUE SOUTH 0.3 MILE
 LK0485'TO WIRE GATE.  PASS THROUGH GATE AND GO SOUTHWEST 0.2 MILE
 LK0485'TO OLD WINDMILL, AND STATION.
 LK0485'
 LK0485'THE STATION MARK IS A STANDARD DISK STAMPED MILL 1963 CEMENTED
 LK0485'IN THE TOP OF A 12-INCH CONCRETE CYLINDER SET FLUSH WITH THE
 LK0485'GROUND.  IT IS 97.8 FEET NORTHWEST OF THE CENTER PIPE OF THE
 LK0485'WINDMILL.
 LK0485'
 LK0485'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MILL
 LK0485'NO 1 1963 CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 LK0485'SET FLUSH WITH THE GROUND.  IT IS ABOUT 6 INCHES LOWER THAN
 LK0485'STATION ELEVATION.
 LK0485'
 LK0485'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MILL NO
 LK0485'2 1963 CEMENTED IN THE TOP OF A 12-INCH CONCRETE CYLINDER
 LK0485'SET FLUSH WITH THE GROUND.  IT IS 68.5 FEET SOUTHEAST OF A
 LK0485'LARGE, LONE FENCE POST.
 LK0485'
 LK0485'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MILL 1963 CEMENTED
 LK0485'IN THE TOP OF A 12-INCH CONCRETE CYLINDER SET FLUSH WITH
 LK0485'THE GROUND.  IT IS 2 FEET SOUTH OF A METAL WITNESS POST WITH
 LK0485'SIGN, AND 1.5 FEET SOUTHEAST OF A FENCE POST IN THE FENCE
 LK0485'LINE.
 LK0485
 LK0485                          STATION RECOVERY (1971)
 LK0485
 LK0485'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (RAS)
 LK0485'THIS STATION WAS NOT OCCUPIED, THUS DISTANCES AND DIRECTIONS
 LK0485'TO THE REFERENCE MARKS WERE NOT REMEASURED.
 LK0485'
 LK0485'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 LK0485'
 LK0485'THE STATION AND REFERENCE MARKS ARE STANDARD USC AND GS
 LK0485'DISKS, SET IN 12 INCH CONCRETE POSTS, FLUSH WITH THE GROUND.
 LK0485'
 LK0485'STATION MARK--DISK STAMPED, MILL 1963.
 LK0485'
 LK0485'REFERENCE MARK NO. 1--DISK STAMPED, MILL NO. 1 1963.
 LK0485'
 LK0485'REFERENCE MARK NO. 2--DISK STAMPED, MILL NO. 2 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1179 ***********************************************************************
 LL1179  DESIGNATION -  MILL
 LL1179  PID         -  LL1179
 LL1179  STATE/COUNTY-  CO/WELD
 LL1179  USGS QUAD   -  GROVER SE (1972)
 LL1179
 LL1179                         *CURRENT SURVEY CONTROL
 LL1179  ___________________________________________________________________
 LL1179* NAD 83(1992)-  40 48 51.34893(N)    104 02 55.47373(W)     ADJUSTED  
 LL1179* NAVD 88     -      1662.     (meters)    5453.     (feet)  SCALED    
 LL1179  ___________________________________________________________________
 LL1179  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 LL1179  GEOID HEIGHT-         -18.46  (meters)                     GEOID03
 LL1179
 LL1179  HORZ ORDER  -  SECOND
 LL1179
 LL1179.The horizontal coordinates were established by classical geodetic methods
 LL1179.and adjusted by the National Geodetic Survey in January 1997..
 LL1179
 LL1179.The orthometric height was scaled from a topographic map.
 LL1179
 LL1179.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1179
 LL1179.The geoid height was determined by GEOID03.
 LL1179
 LL1179;                    North         East     Units Scale Factor Converg.
 LL1179;SPC CO N     -   470,237.450 1,036,840.916   MT  1.00000517   +0 56 15.7
 LL1179;SPC CO N     - 1,542,770.70  3,401,702.24   sFT  1.00000517   +0 56 15.7
 LL1179;UTM  13      - 4,518,574.208   580,226.899   MT  0.99967922   +0 37 18.4
 LL1179
 LL1179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1179!SPC CO N     -   0.99974228  x   1.00000517  =   0.99974745
 LL1179!UTM  13      -   0.99974228  x   0.99967922  =   0.99942159
 LL1179
 LL1179|---------------------------------------------------------------------|
 LL1179| PID    Reference Object                     Distance      Geod. Az  |
 LL1179|                                                           dddmmss.s |
 LL1179| CP7761 MILL B RM 1                                        01056     |
 LL1179| CP7762 MILL B RM 2                                        25148     |
 LL1179| CP7760 MILL B AZ MK                                       3560559.3 |
 LL1179|---------------------------------------------------------------------|
 LL1179
 LL1179                          SUPERSEDED SURVEY CONTROL
 LL1179
 LL1179  NAD 83(1992)-  40 48 51.34850(N)    104 02 55.47366(W) AD(       ) 2
 LL1179  NAD 83(1986)-  40 48 51.34435(N)    104 02 55.47416(W) AD(       ) 2
 LL1179  NAD 27      -  40 48 51.39120(N)    104 02 53.66140(W) AD(       ) 2
 LL1179
 LL1179.Superseded values are not recommended for survey control.
 LL1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1179.See file dsdata.txt to determine how the superseded data were derived.
 LL1179
 LL1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF8022718574(NAD 83)
 LL1179_MARKER: DS = TRIANGULATION STATION DISK
 LL1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1179
 LL1179  HISTORY     - Date     Condition        Report By
 LL1179  HISTORY     - 1963     MONUMENTED       CGS
 LL1179  HISTORY     - 1972     GOOD             USGS
 LL1179
 LL1179                          STATION DESCRIPTION
 LL1179
 LL1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (BMK)
 LL1179'THE STATION IS LOCATED 9-1/4 MILES EAST AND 4 MILES SOUTH OF
 LL1179'GROVER, IN THE NW 1/4 OF SECTION 24 T10N R60W AND IN A PASTURE.
 LL1179'
 LL1179'TO REACH THE STATION FROM THE POST OFFICE IN GROVER, GO EAST
 LL1179'ON GRAVELED STREET FOR 0.3 MILE TO A CROSSROAD.  CONTINUE
 LL1179'EAST AND NORTH ON GRAVELED ROAD FOR 0.3 MILE TO A SIDE ROAD
 LL1179'RIGHT.  TURN RIGHT AND GO EAST FOR 8.1 MILES TO A CROSSROAD.
 LL1179'TURN RIGHT AND GO SOUTH FOR 3.5 MILES TO THE AZIMUTH MARK
 LL1179'ON THE LEFT.  CONTINUE SOUTH FOR 0.3 MILE TO THE TOP OF A
 LL1179'HILL.  BEAR LEFT AND GO SOUTHEAST ACROSS FIELD FOR 0.1 MILE
 LL1179'TO THE HIGHEST POINT OF A SMALL KNOLL AND THE STATION.
 LL1179'
 LL1179'THE STATION MARK IS A STANDARD DISK STAMPED MILL 1963, SET
 LL1179'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 LL1179'3-INCHES.  IT IS 2.2 FEET SOUTHWEST OF THE WITNESS POST.
 LL1179'
 LL1179'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MILL NO 1 1963,
 LL1179'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 LL1179'PROJECTS 6-INCHES.  IT IS 46.9 FEET NORTH OF THE WITNESS
 LL1179'POST.
 LL1179'
 LL1179'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MILL NO 2 1963,
 LL1179'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 LL1179'PROJECTS 6-INCHES.  IT IS 56.8 FEET SOUTHWEST OF THE WITNESS
 LL1179'POST.
 LL1179'
 LL1179'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MILL 1963, CEMENTED
 LL1179'IN DRILL HOLE IN OUTCROPPING BEDROCK.  IT IS 93 FEET EAST OF THE
 LL1179'CENTER OF A GRAVELED ROAD AND 6.4 FEET SOUTHEAST OF THE
 LL1179'WITNESS POST.
 LL1179'
 LL1179'DIST. BETWEEN R.M.S 89.17 FT. 27.180 M.
 LL1179
 LL1179                          STATION RECOVERY (1972)
 LL1179
 LL1179'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (RCF)
 LL1179'THE STATION IS LOCATED 9-1/4 MILES EAST AND 4.0 MILES SOUTH
 LL1179'OF GROVER, APPROX. 300 FT E OF SEC. CON. 23, 24, 25, 26 T10N
 LL1179'R60W AND IN A PASTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0825 ***********************************************************************
 JL0825  DESIGNATION -  MILLER
 JL0825  PID         -  JL0825
 JL0825  STATE/COUNTY-  CO/OURAY
 JL0825  USGS QUAD   -  MOUNT SNEFFELS (1983)
 JL0825
 JL0825                         *CURRENT SURVEY CONTROL
 JL0825  ___________________________________________________________________
 JL0825* NAD 83(1992)-  38 06 54.35591(N)    107 47 55.81589(W)     ADJUSTED  
 JL0825* NAVD 88     -      2631.8    (meters)    8634.     (feet)  VERTCON   
 JL0825  ___________________________________________________________________
 JL0825  LAPLACE CORR-           5.38  (seconds)                    DEFLEC99
 JL0825  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 JL0825
 JL0825  HORZ ORDER  -  THIRD
 JL0825
 JL0825.The horizontal coordinates were established by classical geodetic methods
 JL0825.and adjusted by the National Geodetic Survey in January 1993..
 JL0825
 JL0825.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0825
 JL0825.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0825
 JL0825.The geoid height was determined by GEOID03.
 JL0825
 JL0825;                    North         East     Units Scale Factor Converg.
 JL0825;SPC CO S     -   468,035.524   712,834.179   MT  0.99995738   -1 24 36.2
 JL0825;SPC CO S     - 1,535,546.55  2,338,690.14   sFT  0.99995738   -1 24 36.2
 JL0825;UTM  13      - 4,222,286.412   254,630.634   MT  1.00034156   -1 43 42.3
 JL0825
 JL0825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0825!SPC CO S     -   0.99958972  x   0.99995738  =   0.99954712
 JL0825!UTM  13      -   0.99958972  x   1.00034156  =   0.99993114
 JL0825
 JL0825:                Primary Azimuth Mark                     Grid Az
 JL0825:SPC CO S     -  N 147                                    259 34 24.0
 JL0825:UTM  13      -  N 147                                    259 53 30.1
 JL0825
 JL0825|---------------------------------------------------------------------|
 JL0825| PID    Reference Object                     Distance      Geod. Az  |
 JL0825|                                                           dddmmss.s |
 JL0825| JL0395 N 147                               APPROX. 6.7 KM 2580947.8 |
 JL0825|---------------------------------------------------------------------|
 JL0825
 JL0825                          SUPERSEDED SURVEY CONTROL
 JL0825
 JL0825  NAD 83(1986)-  38 06 54.34505(N)    107 47 55.80844(W) AD(       ) 3
 JL0825  NAD 27      -  38 06 54.38309(N)    107 47 53.59321(W) AD(       ) 3
 JL0825  NGVD 29 (07/19/86) 2630.3    (m)         8630.     (f) VERT ANG       
 JL0825
 JL0825.Superseded values are not recommended for survey control.
 JL0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0825.See file dsdata.txt to determine how the superseded data were derived.
 JL0825
 JL0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC5463122286(NAD 83)
 JL0825_MARKER: DD = SURVEY DISK
 JL0825_SETTING: 0 = UNSPECIFIED SETTING
 JL0825_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JL0825
 JL0825  HISTORY     - Date     Condition        Report By
 JL0825  HISTORY     - 1952     MONUMENTED       USGS
 JL0825  HISTORY     - 19910702 GOOD             USPSQD
 JL0825
 JL0825                          STATION DESCRIPTION
 JL0825
 JL0825'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 JL0825'LOCATED ABOUT 6.5 MI. W. AND 6.5 MI. N. OF OURAY, COLORADO, AT
 JL0825'CLEARED SPOT ON E-W. RIDGE.
 JL0825'
 JL0825'TO REACH FROM RIDGWAY SCHOOL, W. SIDE OF TOWN, GO S. ON DIRT RD. 0.3
 JL0825'MI. TO RD. (A WHITE HOUSE IS DIRECTLY ACROSS RD.), TURN RIGHT GO 2.15
 JL0825'MI., TURN RIGHT AND DRIVE UP STEEP SIDE FORK 0.5 MI. TO WIRE GATE, GO
 JL0825'THROUGH GATE AND GO 0.5 MI. TO RD. FORKS, TAKE LEFT FORK AND GO 0.1
 JL0825'MI. TO GATE.  PASS THRU GATE AND GO 0.3 MI. AND PICK UP VERY DIM TRAIL
 JL0825'(AT FENCE CORNER LEFT INTO DRAIN).  RD. TAKES OFF TO THE LEFT (OLD
 JL0825'FARM BUILDING TO THE RIGHT).  GO E. AND S. UP THROUGH THE TIMBER TO
 JL0825'TOP OF RIDGE, THEN RIGHT AND GO CROSS COUNTRY ABOUT 0.2 MI. AND
 JL0825'END OF TRUCK TRAVEL, STATION IS SEVERAL HUNDRED FT. FURTHER ON THE
 JL0825'RIDGE IN A PATCH OF CLEARED SCRUB OAK.
 JL0825'
 JL0825'STATION MARK--STANDARD TABLET, STAMPED ---MILLER 1952---, IN A
 JL0825'BURIED ROCK, ALMOST FLUSH WITH THE GROUND.
 JL0825'
 JL0825'REFERENCE MARK--STANDARD REFERENCE MARK, IN A PIPE DRIVEN SOLID,
 JL0825'STAMPED ---RM NO. 1---, 41.0 FT. FROM STATION, N 17 DEG 02 MIN E.
 JL0825
 JL0825                          STATION RECOVERY (1991)
 JL0825
 JL0825'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 JL0825'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2021 ***********************************************************************
 KK2021  DESIGNATION -  MILLER
 KK2021  PID         -  KK2021
 KK2021  STATE/COUNTY-  CO/CLEAR CREEK
 KK2021  USGS QUAD   -  EMPIRE (1974)
 KK2021
 KK2021                         *CURRENT SURVEY CONTROL
 KK2021  ___________________________________________________________________
 KK2021* NAD 83(1992)-  39 46 19.43941(N)    105 40 34.70261(W)     ADJUSTED  
 KK2021* NAVD 88     -      3038.     (meters)    9967.     (feet)  VERTCON   
 KK2021  ___________________________________________________________________
 KK2021  LAPLACE CORR-          -9.48  (seconds)                    DEFLEC99
 KK2021  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 KK2021
 KK2021  HORZ ORDER  -  THIRD
 KK2021
 KK2021.The horizontal coordinates were established by classical geodetic methods
 KK2021.and adjusted by the National Geodetic Survey in January 1993..
 KK2021
 KK2021.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK2021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK2021
 KK2021.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2021
 KK2021.The geoid height was determined by GEOID03.
 KK2021
 KK2021;                    North         East     Units Scale Factor Converg.
 KK2021;SPC CO C     -   520,036.705   899,296.359   MT  1.00000444   -0 06 40.3
 KK2021;SPC CO C     - 1,706,153.76  2,950,441.47   sFT  1.00000444   -0 06 40.3
 KK2021;UTM  13      - 4,402,678.023   442,078.964   MT  0.99964130   -0 25 57.6
 KK2021
 KK2021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2021!SPC CO C     -   0.99952566  x   1.00000444  =   0.99953009
 KK2021!UTM  13      -   0.99952566  x   0.99964130  =   0.99916713
 KK2021
 KK2021:                Primary Azimuth Mark                     Grid Az
 KK2021:SPC CO C     -  RED                                      049 05 33.7
 KK2021:UTM  13      -  RED                                      049 24 51.0
 KK2021
 KK2021|---------------------------------------------------------------------|
 KK2021| PID    Reference Object                     Distance      Geod. Az  |
 KK2021|                                                           dddmmss.s |
 KK2021| KK2019 RED                                 APPROX. 1.9 KM 0485853.4 |
 KK2021|---------------------------------------------------------------------|
 KK2021
 KK2021                          SUPERSEDED SURVEY CONTROL
 KK2021
 KK2021  NAD 83(1986)-  39 46 19.44004(N)    105 40 34.69979(W) AD(       ) 3
 KK2021  NAD 27      -  39 46 19.48059(N)    105 40 32.69463(W) AD(       ) 3
 KK2021  NGVD 29 (07/19/86) 3036.     (m)         9961.     (f) VERT ANG       
 KK2021
 KK2021.Superseded values are not recommended for survey control.
 KK2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2021.See file dsdata.txt to determine how the superseded data were derived.
 KK2021
 KK2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE4207902678(NAD 83)
 KK2021_MARKER: DD = SURVEY DISK
 KK2021_SETTING: 66 = SET IN ROCK OUTCROP
 KK2021_SP_SET: SET IN ROCK OUTCROP
 KK2021_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK2021+STABILITY: POSITION/ELEVATION WELL
 KK2021
 KK2021  HISTORY     - Date     Condition        Report By
 KK2021  HISTORY     - 1951     MONUMENTED       USGS
 KK2021
 KK2021                          STATION DESCRIPTION
 KK2021
 KK2021'DESCRIBED BY US GEOLOGICAL SURVEY 1951
 KK2021'STATION LOCATED ON RIDGE APPROXIMATELY 1 MI. N. OF EMPIRE.
 KK2021'
 KK2021'TO REACH STATION, GO N. FROM EMPIRE ALONG MINE RD. AND FOLLOW TO TOP
 KK2021'OF RIDGE, AT TOP TURN RIGHT ON TO WAGON RD. AND FOLLOW S. FOR 0.75
 KK2021'MI. TO SMALL KNOLL ON WHICH STATION IS LOCATED.
 KK2021'
 KK2021'STATION MARK--STANDARD BRONZE TRIANGULATION TABLET SET IN SOLID ROCK,
 KK2021'STAMPED ---MILLER 1951---.
 KK2021'
 KK2021'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3426 ***********************************************************************
 AA3426  DESIGNATION -  MILLER
 AA3426  PID         -  AA3426
 AA3426  STATE/COUNTY-  CO/DOUGLAS
 AA3426  USGS QUAD   -  RUSSELLVILLE GULCH (1994)
 AA3426
 AA3426                         *CURRENT SURVEY CONTROL
 AA3426  ___________________________________________________________________
 AA3426* NAD 83(1992)-  39 19 20.56149(N)    104 44 06.70365(W)     ADJUSTED  
 AA3426* NAVD 88     -      2027.4    (meters)    6652.     (feet)  GPS OBS   
 AA3426  ___________________________________________________________________
 AA3426  X           -  -1,257,079.385 (meters)                     COMP
 AA3426  Y           -  -4,779,737.737 (meters)                     COMP
 AA3426  Z           -   4,021,341.416 (meters)                     COMP
 AA3426  LAPLACE CORR-          -5.64  (seconds)                    DEFLEC99
 AA3426  ELLIP HEIGHT-        2010.28  (meters)          (12/03/02) GPS OBS
 AA3426  GEOID HEIGHT-         -17.13  (meters)                     GEOID03
 AA3426
 AA3426  HORZ ORDER  -  FIRST
 AA3426  ELLP ORDER  -  FOURTH    CLASS II
 AA3426
 AA3426.The horizontal coordinates were established by GPS observations
 AA3426.and adjusted by the National Geodetic Survey in December 1994..
 AA3426
 AA3426.The orthometric height was determined by GPS observations and a
 AA3426.high-resolution geoid model.
 AA3426
 AA3426.Photographs are available for this station.
 AA3426
 AA3426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3426
 AA3426.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3426
 AA3426.The ellipsoidal height was determined by GPS observations
 AA3426.and is referenced to NAD 83.
 AA3426
 AA3426.The geoid height was determined by GEOID03.
 AA3426
 AA3426;                    North         East     Units Scale Factor Converg.
 AA3426;SPC CO C     -   470,374.128   980,347.888   MT  0.99994335   +0 28 56.5
 AA3426;SPC CO C     - 1,543,219.12  3,216,358.03   sFT  0.99994335   +0 28 56.5
 AA3426;UTM  13      - 4,352,585.654   522,825.490   MT  0.99960641   +0 10 04.1
 AA3426
 AA3426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3426!SPC CO C     -   0.99968471  x   0.99994335  =   0.99962807
 AA3426!UTM  13      -   0.99968471  x   0.99960641  =   0.99929124
 AA3426
 AA3426                          SUPERSEDED SURVEY CONTROL
 AA3426
 AA3426  ELLIP H (12/14/94) 2010.31   (m)                       GP(       ) 3 1
 AA3426
 AA3426.Superseded values are not recommended for survey control.
 AA3426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3426.See file dsdata.txt to determine how the superseded data were derived.
 AA3426
 AA3426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED2282552586(NAD 83)
 AA3426_MARKER: DD = SURVEY DISK
 AA3426_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AA3426_STAMPING: MILLER
 AA3426_MARK LOGO: DCGIS 
 AA3426_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AA3426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3426+STABILITY: SURFACE MOTION
 AA3426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3426+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2002
 AA3426
 AA3426  HISTORY     - Date     Condition        Report By
 AA3426  HISTORY     - 1993     MONUMENTED       MSAM
 AA3426  HISTORY     - 20020404 GOOD             MSAM
 AA3426
 AA3426                          STATION DESCRIPTION
 AA3426
 AA3426'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1993 (KCH)
 AA3426'THE STATION IS ABOUT 14 MILES (22.5 KM) SOUTH OF THE TOWN OF PARKER,
 AA3426'COLO., IN SECTION 25, TOWNSHIP 8 SOUTH, RANGE 66 WEST OF THE 6TH P.M.
 AA3426'OWNERSHIP-- COLORADO DEPARTMENT OF TRANSPORTATION TO REACH THE STATION
 AA3426'FROM THE INTERSECTION OF STATE HIGHWAY 83 (PARKER ROAD) AND STATE
 AA3426'HIGHWAY 86 IN FRANKTOWN, COLO., GO SOUTH ON STATE HIGHWAY 83 FOR 5.0
 AA3426'MILES (8.0 KM) TO THE STATION OF THE WEST SIDE OF THE ROAD, AT
 AA3426'MILEPOST 45.9. THE STATION IS A BRASS DISK SET IN CONCRETE FLUSH WITH
 AA3426'THE GROUND, THE STATION IS ABOUT 400 FEET (121.9 M) SOUTH OF THE
 AA3426'ENTRANCE TO CASTLEWOOD CANYON STATE PARK,3.25 FEET EAST OF A DOUGLAS
 AA3426'COUNTY FIBERGLASS WITNESS POST, 7.8 FEET (2.4 M) EAST OF THE WEST
 AA3426'RIGHT OF WAY FENCE OF STATE HIGHWAY 83, 113 FEET (34.4 M) WEST OF THE
 AA3426'WEST EDGE OF ASPHALT OF STATE HIGHWAY 83, 99 FEET (30.2 M)
 AA3426'WEST-NORTHWEST OF AN AT AND T FIBERGLASS CARSONITE.
 AA3426
 AA3426                          STATION RECOVERY (2002)
 AA3426
 AA3426'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2002 (KCH)
 AA3426'RECOVERY NOTE BY MSAM 4/4/2002 (KCH)
 AA3426'RECOVERED AS DESCRIBED.
 AA3426' 
 AA3426'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA7131 ***********************************************************************
 AA7131  DESIGNATION -  MILLER
 AA7131  PID         -  AA7131
 AA7131  STATE/COUNTY-  CO/JEFFERSON
 AA7131  USGS QUAD   -  CONIFER (1994)
 AA7131
 AA7131                         *CURRENT SURVEY CONTROL
 AA7131  ___________________________________________________________________
 AA7131* NAD 83(1992)-  39 35 22.04871(N)    105 18 31.92324(W)     ADJUSTED  
 AA7131* NAVD 88     -      2383.7    (meters)    7821.     (feet)  GPS OBS   
 AA7131  ___________________________________________________________________
 AA7131  X           -  -1,299,968.886 (meters)                     COMP
 AA7131  Y           -  -4,748,998.048 (meters)                     COMP
 AA7131  Z           -   4,044,472.364 (meters)                     COMP
 AA7131  LAPLACE CORR-         -15.13  (seconds)                    DEFLEC99
 AA7131  ELLIP HEIGHT-        2369.26  (meters)          (12/03/02) GPS OBS
 AA7131  GEOID HEIGHT-         -14.31  (meters)                     GEOID03
 AA7131
 AA7131  HORZ ORDER  -  FIRST
 AA7131  ELLP ORDER  -  FOURTH    CLASS II
 AA7131
 AA7131.The horizontal coordinates were established by GPS observations
 AA7131.and adjusted by the National Geodetic Survey in August 1995..
 AA7131
 AA7131.The orthometric height was determined by GPS observations and a
 AA7131.high-resolution geoid model.
 AA7131
 AA7131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7131
 AA7131.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7131
 AA7131.The ellipsoidal height was determined by GPS observations
 AA7131.and is referenced to NAD 83.
 AA7131
 AA7131.The geoid height was determined by GEOID03.
 AA7131
 AA7131;                    North         East     Units Scale Factor Converg.
 AA7131;SPC CO C     -   499,764.821   930,820.219   MT  0.99997218   +0 07 14.0
 AA7131;SPC CO C     - 1,639,645.08  3,053,866.00   sFT  0.99997218   +0 07 14.0
 AA7131;UTM  13      - 4,382,238.245   473,477.922   MT  0.99960866   -0 11 48.6
 AA7131
 AA7131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7131!SPC CO C     -   0.99962844  x   0.99997218  =   0.99960063
 AA7131!UTM  13      -   0.99962844  x   0.99960866  =   0.99923724
 AA7131
 AA7131                          SUPERSEDED SURVEY CONTROL
 AA7131
 AA7131  ELLIP H (08/03/95) 2369.31   (m)                       GP(       ) 2 2
 AA7131
 AA7131.Superseded values are not recommended for survey control.
 AA7131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7131.See file dsdata.txt to determine how the superseded data were derived.
 AA7131
 AA7131_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD7347882238(NAD 83)
 AA7131_MARKER: DD = SURVEY DISK
 AA7131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7131_STAMPING: MILLER 1995
 AA7131_MARK LOGO: JCMD  
 AA7131_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA7131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7131+STABILITY: SURFACE MOTION
 AA7131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7131+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2004
 AA7131
 AA7131  HISTORY     - Date     Condition        Report By
 AA7131  HISTORY     - 1995     MONUMENTED       CODOT
 AA7131  HISTORY     - 20041007 GOOD             CO0600
 AA7131
 AA7131                          STATION DESCRIPTION
 AA7131
 AA7131'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (KAW)
 AA7131'THE STATION WILL BE USED DURING A COLORADO HARN DENSIFICATION
 AA7131'PROJECT.
 AA7131' 
 AA7131'THE STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) SOUTH OF EVERGREEN IN
 AA7131'MARSHDALE AT THE JEFFERSON COUNTY SCHOOL DISTRICT TRANSPORTATION
 AA7131'FACILITY (BUS BARN) IN THE NORTHWEST 1/4 OF SECTION 26, T 5 S, R 71 W,
 AA7131'6TH P.M. OWNERSHIP-- JEFFERSON COUNTY SCHOOL DISTRICT.
 AA7131' 
 AA7131'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 74 (SH 74) AND
 AA7131'JEFFERSON COUNTY ROAD 73 (JCR 73) IN EVERGREEN, PROCEED SOUTH ON JCR
 AA7131'73 TO THE EMPLOYEE PARKING LOT OF THE JEFFERSON COUNTY SCHOOL DISTRICT
 AA7131'TRANSPORTATION FACILITY.  TURN LEFT INTO THE PARKING LOT AND PROCEED
 AA7131'TO THE EAST EDGE OF THE PARKING LOT AND THE STATION ON TOP OF THE
 AA7131'SLOPE ABOVE THE PARKING LOT.
 AA7131' 
 AA7131'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 285 AND JCR 73
 AA7131'IN CONFIER, PROCEED NORTH ON JCR 73 FOR 5.0 MI (8.0 KM) TO THE
 AA7131'JUNCTION OF JCR 73 AND JCR 64, CONTINUE NORTH ON JCR 73 FOR 0.15 MI
 AA7131'(0.24 KM) TO THE EMLOYEE PARKING LOT OF THE JEFFERSON COUNTY SCHOOL
 AA7131'DISTRICT TRANSPORTATION FACILITY.  TURN RIGHT INTO THE PARKING LOT AND
 AA7131'PROCEED TO THE EAST EDGE OF THE PARKING LOT AND THE STATION ON TOP OF
 AA7131'THE SLOPE ABOVE THE PARKING LOT.
 AA7131' 
 AA7131'THE STATION IS A 3.25 IN JEFFERSON COUNTY MAPPING DEPARTMENT ALUMINUM
 AA7131'DISK SET IN THE TOP OF A CONCRETE POST.  IT IS 100.0 M (328.1 FT) EAST
 AA7131'OF THE CENTER OF JCR 73, 44.2 M (145.0 FT) SOUTH OF AN OLD EAST-WEST
 AA7131'FENCE LINE, 27.1 M (88.9 FT) NORHTWEST OF THE INTERSECTION OF A 10 FT
 AA7131'(3.0 M) WOOD FENCE AND 6 FT (1.8 M) WOOD FENCE, 16.0 M (52.5 FT) EAST
 AA7131'OF THE EAST EDGE OF THE EMPLOYEE PARKING LOT, 0.6 M (2.0 FT) NORTHWEST
 AA7131'OF A CODOT FIBERGLASS WITNESS POST, AND 0.6 M (2.0 FT) SOUTHEAST OF A
 AA7131'CODOT FIBERGLASS WITNESS POST.
 AA7131' 
 AA7131'DESCRIPTION BY K.A. WILLIAMS, CODOT.
 AA7131
 AA7131                          STATION RECOVERY (2004)
 AA7131
 AA7131'RECOVERY NOTE BY CITY AND COUNTY OF DENVER COLORADO 2004 (RTE)
 AA7131'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1278 ***********************************************************************
 LL1278  DESIGNATION -  MILLER ET
 LL1278  PID         -  LL1278
 LL1278  STATE/COUNTY-  CO/WELD
 LL1278  USGS QUAD   -  DOVER (1972)
 LL1278
 LL1278                         *CURRENT SURVEY CONTROL
 LL1278  ___________________________________________________________________
 LL1278* NAD 83(1992)-  40 45 18.42546(N)    104 45 11.46489(W)     ADJUSTED  
 LL1278* NAVD 88     -      1603.7    (meters)    5261.     (feet)  VERTCON   
 LL1278  ___________________________________________________________________
 LL1278  LAPLACE CORR-          -7.70  (seconds)                    DEFLEC99
 LL1278  GEOID HEIGHT-         -17.10  (meters)                     GEOID03
 LL1278
 LL1278  HORZ ORDER  -  THIRD
 LL1278
 LL1278.The horizontal coordinates were established by classical geodetic methods
 LL1278.and adjusted by the National Geodetic Survey in January 1993..
 LL1278
 LL1278.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1278
 LL1278.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1278
 LL1278.The geoid height was determined by GEOID03.
 LL1278
 LL1278;                    North         East     Units Scale Factor Converg.
 LL1278;SPC CO N     -   462,932.985   977,466.223   MT  0.99999554   +0 28 57.2
 LL1278;SPC CO N     - 1,518,805.97  3,206,903.77   sFT  0.99999554   +0 28 57.2
 LL1278;UTM  13      - 4,511,602.731   520,834.190   MT  0.99960534   +0 09 40.1
 LL1278
 LL1278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1278!SPC CO N     -   0.99975117  x   0.99999554  =   0.99974672
 LL1278!UTM  13      -   0.99975117  x   0.99960534  =   0.99935661
 LL1278
 LL1278:                Primary Azimuth Mark                     Grid Az
 LL1278:SPC CO N     -  AGATE ET                                 271 22 42.5
 LL1278:UTM  13      -  AGATE ET                                 271 41 59.6
 LL1278
 LL1278|---------------------------------------------------------------------|
 LL1278| PID    Reference Object                     Distance      Geod. Az  |
 LL1278|                                                           dddmmss.s |
 LL1278| LL1281 AGATE ET                            APPROX.11.6 KM 2715139.7 |
 LL1278|---------------------------------------------------------------------|
 LL1278
 LL1278                          SUPERSEDED SURVEY CONTROL
 LL1278
 LL1278  NAD 83(1986)-  40 45 18.41411(N)    104 45 11.46257(W) AD(       ) 3
 LL1278  NAD 27      -  40 45 18.49068(N)    104 45 09.59114(W) AD(       ) 3
 LL1278  NGVD 29 (07/19/86) 1602.8    (m)         5259.     (f) VERT ANG       
 LL1278
 LL1278.Superseded values are not recommended for survey control.
 LL1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1278.See file dsdata.txt to determine how the superseded data were derived.
 LL1278
 LL1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF2083411603(NAD 83)
 LL1278_MARKER: DD = SURVEY DISK
 LL1278_SETTING: 0 = UNSPECIFIED SETTING
 LL1278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL1278
 LL1278  HISTORY     - Date     Condition        Report By
 LL1278  HISTORY     - 1959     MONUMENTED       USGS
 LL1278
 LL1278                          STATION DESCRIPTION
 LL1278
 LL1278'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LL1278'STATION IS LOCATED ABOUT 1.5 MI. E. AND 3.6 MI. N. OF NUNN, COLORADO,
 LL1278'IN A PASTURE NEAR A N-S. FENCE LINE, SEC. 11, T 9 N, R 66 W.
 LL1278'
 LL1278'TO REACH STATION FROM NUNN WATER TOWER, PROCEED NORTHERLY ALONG U.S.
 LL1278'HIGHWAY 85 FOR 0.4 MI. TO CROSSROAD, THENCE E. 1.5 MI. TO CROSSROAD,
 LL1278'THENCE N. 3.0 MI. TO CROSSROAD AND TO STATION.  STATION LIES 362 FT.
 LL1278'N. AND 36 FT. E. OF CROSSROAD AND 2 FT. E. OF N-S. FENCE.
 LL1278'
 LL1278'STATION MARK--A STANDARD TABLET SET IN A CONCRETE POST PROJECTING
 LL1278'4 IN. ABOVE GROUND AND STAMPED ---MILLER-ET 1959---.
 LL1278'
 LL1278'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0451 ***********************************************************************
 KJ0451  DESIGNATION -  MILLS
 KJ0451  PID         -  KJ0451
 KJ0451  STATE/COUNTY-  CO/CHEYENNE
 KJ0451  USGS QUAD   -  NORTH OF BIG SPRING (1979)
 KJ0451
 KJ0451                         *CURRENT SURVEY CONTROL
 KJ0451  ___________________________________________________________________
 KJ0451* NAD 83(1992)-  39 02 21.29006(N)    102 50 56.59594(W)     ADJUSTED  
 KJ0451* NAVD 88     -      1487.     (meters)    4879.     (feet)  SCALED    
 KJ0451  ___________________________________________________________________
 KJ0451  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 KJ0451  GEOID HEIGHT-         -22.21  (meters)                     GEOID03
 KJ0451
 KJ0451  HORZ ORDER  -  FIRST
 KJ0451
 KJ0451.The horizontal coordinates were established by classical geodetic methods
 KJ0451.and adjusted by the National Geodetic Survey in January 1993..
 KJ0451
 KJ0451.The orthometric height was scaled from a topographic map.
 KJ0451
 KJ0451.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0451
 KJ0451.The geoid height was determined by GEOID03.
 KJ0451
 KJ0451;                    North         East     Units Scale Factor Converg.
 KJ0451;SPC CO C     -   442,013.832 1,143,869.646   MT  0.99993649   +1 40 18.9
 KJ0451;SPC CO C     - 1,450,173.71  3,752,845.66   sFT  0.99993649   +1 40 18.9
 KJ0451;UTM  13      - 4,323,333.394   686,160.341   MT  1.00002674   +1 21 18.6
 KJ0451
 KJ0451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0451!SPC CO C     -   0.99977029  x   0.99993649  =   0.99970679
 KJ0451!UTM  13      -   0.99977029  x   1.00002674  =   0.99979702
 KJ0451
 KJ0451:                Primary Azimuth Mark                     Grid Az
 KJ0451:SPC CO C     -  STRATTON MW MAST                         069 06 33.2
 KJ0451:UTM  13      -  STRATTON MW MAST                         069 25 33.5
 KJ0451
 KJ0451|---------------------------------------------------------------------|
 KJ0451| PID    Reference Object                     Distance      Geod. Az  |
 KJ0451|                                                           dddmmss.s |
 KJ0451| KJ0446 STRATTON MW MAST                    APPROX.24.8 KM 0704652.1 |
 KJ0451| CP7769 MILLS RM 1                           22.706 METERS 12519     |
 KJ0451| CP7768 MILLS AZ MK                                        2695849.1 |
 KJ0451| CP7770 MILLS RM 2                           21.425 METERS 27043     |
 KJ0451|---------------------------------------------------------------------|
 KJ0451
 KJ0451                          SUPERSEDED SURVEY CONTROL
 KJ0451
 KJ0451  NAD 83(1986)-  39 02 21.28545(N)    102 50 56.59243(W) AD(       ) 1
 KJ0451  NAD 27      -  39 02 21.29449(N)    102 50 54.84881(W) AD(       ) 1
 KJ0451
 KJ0451.Superseded values are not recommended for survey control.
 KJ0451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0451.See file dsdata.txt to determine how the superseded data were derived.
 KJ0451
 KJ0451_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD8616023333(NAD 83)
 KJ0451_MARKER: DS = TRIANGULATION STATION DISK
 KJ0451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0451_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KJ0451
 KJ0451  HISTORY     - Date     Condition        Report By
 KJ0451  HISTORY     - 1968     MONUMENTED       CGS
 KJ0451  HISTORY     - 1970     GOOD             NGS
 KJ0451
 KJ0451                          STATION DESCRIPTION
 KJ0451
 KJ0451'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KJ0451'THE STATION IS LOCATED ON THE CHEYENNE-KIT CARSON COUNTY LINE
 KJ0451'ABOUT 23 MILES SOUTHWEST OF STRATTON, 19-1/2 MILES NORTH OF KIT
 KJ0451'CARSON, 18 MILES SOUTH OF SEIBERT, IN THE NORTHEAST CORNER OF
 KJ0451'THE NORTHWEST 1/4 OF SECTION 2, T. 12S., R. 49 W. AND ON THE
 KJ0451'PROPERTY OF MR. CHARLES E. MILLS.
 KJ0451'
 KJ0451'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 70
 KJ0451'AND STATE HIGHWAY 59, IN THE SOUTHWEST PART OF SEIBERT, GO
 KJ0451'SOUTH ON STATE HIGHWAY 59 FOR 11.45 MILES TO A T-JUNCTION AND
 KJ0451'THE END OF THE PAVED PORTION OF STATE HIGHWAY 59.  TURN LEFT
 KJ0451'AND GO EAST ON GRAVELED STATE HIGHWAY 59 FOR 0.5 MILE TO A
 KJ0451'SIDE ROAD RIGHT (STATE HIGHWAY 59 TURN RIGHT, SOUTH HERE).  TURN
 KJ0451'RIGHT AND GO SOUTH ON STATE HIGHWAY 59 FOR 2.0 MILES TO A
 KJ0451'FORK.  KEEP RIGHT STRAIGHT AHEAD, LEAVING STATE HIGHWAY 598
 KJ0451'AND GO SOUTH ON A GRAVELED ROAD FOR 4.15 MILES TO A SIDE ROAD
 KJ0451'LEFT.  TURN LEFT AND GO EAST ON A DIRT ROAD FOR 0.5 MILE TO A
 KJ0451'SIDE ROAD RIGHT AND THE AZIMUTH MARK IN THE SOUTHEAST ANGLE
 KJ0451'FORMED BY THE SIDE ROAD WITH THE EAST-WEST DIRT ROAD.  CONTINUE
 KJ0451'EAST ON THE DIRT ROAD FOR 0.5 MILE TO THE STATION ON THE RIGHT
 KJ0451'JUST BEFORE REACHING A NORTH-SOUTH FENCE LINE.
 KJ0451'
 KJ0451'THE STATION MARK IS A STANDARD DISK STAMPED MILLS 1968 SET IN
 KJ0451'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING
 KJ0451'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 85 FEET SOUTHWEST OF
 KJ0451'A FENCE CORNER POST, 61 FEET WEST OF A NORTH-SOUTH FENCE, 2.3
 KJ0451'FEET WEST OF A METAL WITNESS POST AND IN AN EAST-WEST FENCE LINE.
 KJ0451'
 KJ0451'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MILLS NO 1 1968
 KJ0451'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KJ0451'PROJECTING 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 102 FEET
 KJ0451'SOUTH OF THE FENCE CORNER POST, 72.6 FEET EAST-SOUTHEAST OF
 KJ0451'THE METAL WITNESS POST SET NEAR THE STATION MARK AND 1 FOOT WEST
 KJ0451'OF A NORTH-SOUTH FENCE LINE.
 KJ0451'
 KJ0451'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MILLS NO 2 1968
 KJ0451'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 KJ0451'PROJECTING 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 72.6 FEET
 KJ0451'WEST OF THE METAL WITNESS POST SET NEAR THE STATION AND 2.1
 KJ0451'FEET NORTH OF THE EAST-WEST FENCE LINE.
 KJ0451'
 KJ0451'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MILLS 1968 SET IN
 KJ0451'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT PROJECTING
 KJ0451'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 56.3 FEET EAST OF THE
 KJ0451'CENTER OF A METAL GATE ACROSS THE NORTH-SOUTH DIRT ROAD, 43.5
 KJ0451'FEET SOUTH OF THE CENTER OF THE EAST-WEST DIRT ROAD, 5.6 FEET
 KJ0451'WEST OF A T-FENCE CORNER, 2.4 FEET WEST OF A METAL WITNESS POST
 KJ0451'AND 1 FOOT NORTH OF AN EAST-WEST FENCE LINE.
 KJ0451'
 KJ0451'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 KJ0451
 KJ0451                          STATION RECOVERY (1970)
 KJ0451
 KJ0451'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (RVS)
 KJ0451'STATION WAS FOUND AS DESCRIBED.
 KJ0451'
 KJ0451'STATION WAS USED FOR AZIMUTH TIE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0693 ***********************************************************************
 JL0693  DESIGNATION -  MINE
 JL0693  PID         -  JL0693
 JL0693  STATE/COUNTY-  CO/GUNNISON
 JL0693  USGS QUAD   -  IRIS (1962)
 JL0693
 JL0693                         *CURRENT SURVEY CONTROL
 JL0693  ___________________________________________________________________
 JL0693* NAD 83(1992)-  38 25 56.62541(N)    106 51 50.13899(W)     ADJUSTED  
 JL0693* NAVD 88     -      2793.1    (meters)    9164.     (feet)  VERTCON   
 JL0693  ___________________________________________________________________
 JL0693  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 JL0693  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 JL0693
 JL0693  HORZ ORDER  -  THIRD
 JL0693
 JL0693.The horizontal coordinates were established by classical geodetic methods
 JL0693.and adjusted by the National Geodetic Survey in January 1993..
 JL0693
 JL0693.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0693
 JL0693.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0693
 JL0693.The geoid height was determined by GEOID03.
 JL0693
 JL0693;                    North         East     Units Scale Factor Converg.
 JL0693;SPC CO C     -   372,195.377   795,315.592   MT  1.00000351   -0 51 36.8
 JL0693;SPC CO C     - 1,221,111.00  2,609,297.90   sFT  1.00000351   -0 51 36.8
 JL0693;UTM  13      - 4,255,437.243   337,311.095   MT  0.99992596   -1 09 31.9
 JL0693
 JL0693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0693!SPC CO C     -   0.99956418  x   1.00000351  =   0.99956768
 JL0693!UTM  13      -   0.99956418  x   0.99992596  =   0.99949017
 JL0693
 JL0693:                Primary Azimuth Mark                     Grid Az
 JL0693:SPC CO C     -  CHANCE                                   067 05 04.9
 JL0693:UTM  13      -  CHANCE                                   067 23 00.0
 JL0693
 JL0693|---------------------------------------------------------------------|
 JL0693| PID    Reference Object                     Distance      Geod. Az  |
 JL0693|                                                           dddmmss.s |
 JL0693| JL0692 CHANCE                              APPROX. 2.4 KM 0661328.1 |
 JL0693|---------------------------------------------------------------------|
 JL0693
 JL0693                          SUPERSEDED SURVEY CONTROL
 JL0693
 JL0693  NAD 83(1986)-  38 25 56.62430(N)    106 51 50.14777(W) AD(       ) 3
 JL0693  NAD 27      -  38 25 56.65266(N)    106 51 47.99634(W) AD(       ) 3
 JL0693  NGVD 29 (07/19/86) 2791.5    (m)         9158.     (f) VERT ANG       
 JL0693
 JL0693.Superseded values are not recommended for survey control.
 JL0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0693.See file dsdata.txt to determine how the superseded data were derived.
 JL0693
 JL0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC3731155437(NAD 83)
 JL0693_MARKER: DD = SURVEY DISK
 JL0693_SETTING: 66 = SET IN ROCK OUTCROP
 JL0693_SP_SET: SET IN ROCK OUTCROP
 JL0693_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0693+STABILITY: POSITION/ELEVATION WELL
 JL0693
 JL0693  HISTORY     - Date     Condition        Report By
 JL0693  HISTORY     - 1950     MONUMENTED       USGS
 JL0693
 JL0693                          STATION DESCRIPTION
 JL0693
 JL0693'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 JL0693'STATION LOCATED ABOUT 8 MI. SE. OF GUNNISON, ABOUT 0.5 MI. E. OF
 JL0693'STUBBS GULCH, 0.5 MI. W. OF OLD CHANCE MINE, ON TOP OF LARGE ROCK
 JL0693'OUTCROPPING AT E. OF E-W. RIDGE.
 JL0693'
 JL0693'TO REACH FROM GUNNISON, COURTHOUSE, GO E. ON U.S. HWY.50  6.0 MI. TO
 JL0693'6 MI. LANE, TURN RIGHT OFF HWY. AND GO S. 1.4 MI. TO RD. FORK, TAKE
 JL0693'LEFT FORK, GO 0.1 MI. AND TAKE RIGHT FORK, CONTINUE 1.0 MI. AND TAKE
 JL0693'RIGHT FORK, CONTINUE 3.7 MI. TO RD. FORK AT STOCK PENS, TAKE RIGHT
 JL0693'FORK AND GO 0.7 MI. TAKE LEFT RD. FORK CONTINUE 0.6 MI. AND TAKE RIGHT
 JL0693'FORK,GO 0.2 MI.TO OLD MINE, TURN RIGHT AND GO W. ON RIDGE 0.5 MI. TO
 JL0693'STATION.
 JL0693'
 JL0693'STATION MARK - STANDARD TABLET SET IN ROCK OUTCROP, STAMPED --- C-MINE
 JL0693'1950 ---.
 JL0693'
 JL0693'REFERENCE MARKS - NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0740 ***********************************************************************
 KL0740  DESIGNATION -  MINE
 KL0740  PID         -  KL0740
 KL0740  STATE/COUNTY-  CO/GARFIELD
 KL0740  USGS QUAD   -  ANVIL POINTS (1982)
 KL0740
 KL0740                         *CURRENT SURVEY CONTROL
 KL0740  ___________________________________________________________________
 KL0740* NAD 83(1992)-  39 32 16.15468(N)    107 57 06.18581(W)     ADJUSTED  
 KL0740* NAVD 88     -      2689.44   (+/-2cm)    8823.6    (feet)  VERTCON   
 KL0740  ___________________________________________________________________
 KL0740  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 KL0740  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 KL0740
 KL0740  HORZ ORDER  -  THIRD
 KL0740  VERT ORDER  -  THIRD ? (See Below)
 KL0740
 KL0740.The horizontal coordinates were established by classical geodetic methods
 KL0740.and adjusted by the National Geodetic Survey in January 1993..
 KL0740
 KL0740.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0740.The vertical order pertains to the NGVD 29 superseded value.
 KL0740
 KL0740.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0740
 KL0740.The geoid height was determined by GEOID03.
 KL0740
 KL0740;                    North         East     Units Scale Factor Converg.
 KL0740;SPC CO C     -   496,858.404   703,668.471   MT  0.99996491   -1 32 46.6
 KL0740;SPC CO C     - 1,630,109.61  2,308,618.98   sFT  0.99996491   -1 32 46.6
 KL0740;UTM  13      - 4,380,623.497   246,330.279   MT  1.00039233   -1 52 48.1
 KL0740;UTM  12      - 4,380,900.408   761,969.826   MT  1.00044503   +1 56 29.8
 KL0740
 KL0740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0740!SPC CO C     -   0.99958072  x   0.99996491  =   0.99954564
 KL0740!UTM  13      -   0.99958072  x   1.00039233  =   0.99997288
 KL0740!UTM  12      -   0.99958072  x   1.00044503  =   1.00002556
 KL0740
 KL0740                          SUPERSEDED SURVEY CONTROL
 KL0740
 KL0740  NAD 83(1986)-  39 32 16.14799(N)    107 57 06.17876(W) AD(       ) 3
 KL0740  NAD 27      -  39 32 16.22944(N)    107 57 03.92362(W) AD(       ) 3
 KL0740  NGVD 29 (07/19/86) 2688.15   (m)         8819.4    (f) LEVELING    3  
 KL0740
 KL0740.Superseded values are not recommended for survey control.
 KL0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0740.See file dsdata.txt to determine how the superseded data were derived.
 KL0740
 KL0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD4633080623(NAD 83)
 KL0740_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 KL0740_SETTING: 80 = SET IN A BOULDER
 KL0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0740+STABILITY: SURFACE MOTION
 KL0740
 KL0740  HISTORY     - Date     Condition        Report By
 KL0740  HISTORY     - 1945     MONUMENTED       USGS
 KL0740
 KL0740                          STATION DESCRIPTION
 KL0740
 KL0740'DESCRIBED BY US GEOLOGICAL SURVEY 1945
 KL0740'STATION IS LOCATED ON THE RIM ABOVE THE MINE OF THE BUREAU OF MINES.
 KL0740'IT IS IN THE SW. 1/4 SEC. 12, T 6 S, R 95 W, ON TOP OF A KNOLL ABOUT
 KL0740'100 FT. NW. OF A SHARP BEND AT THE APPROXIMATE END ALONG THE RIM. IT
 KL0740'IS ABOUT 150 FT. N. OF A DIAMOND DRILL HOLE.
 KL0740'
 KL0740'STATION MARK--A 6 IN. SQUARE ROCK, SET FLUSH WITH GROUND WITH A LARGE
 KL0740'CROSS CHISELED IN THE CENTER.
 KL0740'
 KL0740'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0537 ***********************************************************************
 LN0537  DESIGNATION -  MINE
 LN0537  PID         -  LN0537
 LN0537  STATE/COUNTY-  CO/MOFFAT
 LN0537  USGS QUAD   -  CROSS MOUNTAIN CANYON (1986)
 LN0537
 LN0537                         *CURRENT SURVEY CONTROL
 LN0537  ___________________________________________________________________
 LN0537* NAD 83(1992)-  40 27 05.57553(N)    108 20 20.59561(W)     ADJUSTED  
 LN0537* NAVD 88     -      2066.6    (meters)    6780.     (feet)  VERTCON   
 LN0537  ___________________________________________________________________
 LN0537  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 LN0537  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 LN0537
 LN0537  HORZ ORDER  -  THIRD
 LN0537
 LN0537.The horizontal coordinates were established by classical geodetic methods
 LN0537.and adjusted by the National Geodetic Survey in January 1993..
 LN0537
 LN0537.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0537
 LN0537.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0537
 LN0537.The geoid height was determined by GEOID03.
 LN0537
 LN0537;                    North         East     Units Scale Factor Converg.
 LN0537;SPC CO N     -   432,812.796   673,618.548   MT  0.99996297   -1 50 03.9
 LN0537;SPC CO N     - 1,419,986.65  2,210,030.19   sFT  0.99996297   -1 50 03.9
 LN0537;UTM  12      - 4,481,277.601   725,647.304   MT  1.00022679   +1 43 37.8
 LN0537
 LN0537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0537!SPC CO N     -   0.99967846  x   0.99996297  =   0.99964145
 LN0537!UTM  12      -   0.99967846  x   1.00022679  =   0.99990518
 LN0537
 LN0537:                Primary Azimuth Mark                     Grid Az
 LN0537:SPC CO N     -  HEROD                                    197 43 38.2
 LN0537:UTM  12      -  HEROD                                    194 09 56.5
 LN0537
 LN0537|---------------------------------------------------------------------|
 LN0537| PID    Reference Object                     Distance      Geod. Az  |
 LN0537|                                                           dddmmss.s |
 LN0537| LN0538 HEROD                               APPROX.10.2 KM 1955334.3 |
 LN0537|---------------------------------------------------------------------|
 LN0537
 LN0537                          SUPERSEDED SURVEY CONTROL
 LN0537
 LN0537  NAD 83(1986)-  40 27 05.57204(N)    108 20 20.58705(W) AD(       ) 3
 LN0537  NAD 27      -  40 27 05.68835(N)    108 20 18.25335(W) AD(       ) 3
 LN0537  NGVD 29 (07/19/86) 2065.3    (m)         6776.     (f) VERT ANG       
 LN0537
 LN0537.Superseded values are not recommended for survey control.
 LN0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0537.See file dsdata.txt to determine how the superseded data were derived.
 LN0537
 LN0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYK2564781278(NAD 83)
 LN0537_MARKER: DD = SURVEY DISK
 LN0537_SETTING: 80 = SET IN A BOULDER
 LN0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0537+STABILITY: SURFACE MOTION
 LN0537
 LN0537  HISTORY     - Date     Condition        Report By
 LN0537  HISTORY     - 1955     MONUMENTED       USGS
 LN0537
 LN0537                          STATION DESCRIPTION
 LN0537
 LN0537'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LN0537'STATION LOCATED ABOUT 2.5 MI. NW. OF CROSS MOUNTAIN ON HIGH POINT OF
 LN0537'WOODED TOP, IN SW. CORNER SEC. 19, T 6 N, R 97 W.
 LN0537'
 LN0537'TO REACH FROM CROSS MOUNTAIN, COLORADO, TAKE GRAVEL RD. N. 1.4 MI.,
 LN0537'THENCE TURN LEFT ON DIM TRACK RD. 1.1 MI. TO TOP OF RIDGE, FOLLOW VERY
 LN0537'DIM TRAIL N. ALONG RIDGE 0.7 MI. TO END OF TRUCK TRAVEL, FOLLOW RIDGE
 LN0537'W. 0.1 MI. TO TOP AND STATION SITE.
 LN0537'
 LN0537'STATION MARK--STANDARD TABLET SET IN 8 X 8 X 24 IN. BOULDER PROJECTING
 LN0537'0.2 FT. ABOVE GROUND, STAMPED ---MINE 1955 VABM 6772---.
 LN0537'
 LN0537'REFERENCE MARK NO. 1--COPPERWELD ROD, 44.56 FT. FROM STATION,
 LN0537'S 67 DEG 06 MIN E.
 LN0537'
 LN0537'REFERENCE MARK NO. 2--COPPERWELD ROD, 26.23 FT. FROM STATION,
 LN0537'S 16 DEG 52 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0605 ***********************************************************************
 KL0605  DESIGNATION -  MINER
 KL0605  PID         -  KL0605
 KL0605  STATE/COUNTY-  CO/SUMMIT
 KL0605  USGS QUAD   -  FRISCO (1987)
 KL0605
 KL0605                         *CURRENT SURVEY CONTROL
 KL0605  ___________________________________________________________________
 KL0605* NAD 83(1992)-  39 32 09.58550(N)    106 07 16.08924(W)     ADJUSTED  
 KL0605* NAVD 88     -      3943.7    (meters)   12939.     (feet)  VERTCON   
 KL0605  ___________________________________________________________________
 KL0605  LAPLACE CORR-          -4.47  (seconds)                    DEFLEC99
 KL0605  GEOID HEIGHT-         -12.68  (meters)                     GEOID03
 KL0605
 KL0605  HORZ ORDER  -  SECOND
 KL0605
 KL0605.The horizontal coordinates were established by classical geodetic methods
 KL0605.and adjusted by the National Geodetic Survey in January 1993..
 KL0605
 KL0605.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0605
 KL0605.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0605
 KL0605.The geoid height was determined by GEOID03.
 KL0605
 KL0605;                    North         East     Units Scale Factor Converg.
 KL0605;SPC CO C     -   493,994.594   861,005.678   MT  0.99996467   -0 23 30.3
 KL0605;SPC CO C     - 1,620,713.93  2,824,816.13   sFT  0.99996467   -0 23 30.3
 KL0605;UTM  13      - 4,376,859.456   403,654.402   MT  0.99971428   -0 42 49.4
 KL0605
 KL0605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0605!SPC CO C     -   0.99938365  x   0.99996467  =   0.99934834
 KL0605!UTM  13      -   0.99938365  x   0.99971428  =   0.99909810
 KL0605
 KL0605:                Primary Azimuth Mark                     Grid Az
 KL0605:SPC CO C     -  TENMILE RIDGE PEAK 1 CAIRN               007 48 14.1
 KL0605:UTM  13      -  TENMILE RIDGE PEAK 1 CAIRN               008 07 33.2
 KL0605
 KL0605|---------------------------------------------------------------------|
 KL0605| PID    Reference Object                     Distance      Geod. Az  |
 KL0605|                                                           dddmmss.s |
 KL0605| KL0607 TENMILE RIDGE PEAK 1 CAIRN          APPROX. 0.8 KM 0072443.8 |
 KL0605| CM7640 MINER RM 1                            8.852 METERS 05556     |
 KL0605| CM7639 MINER AZ MK                                        1250116.8 |
 KL0605| CM7641 MINER RM 2                            6.660 METERS 18418     |
 KL0605|---------------------------------------------------------------------|
 KL0605
 KL0605                          SUPERSEDED SURVEY CONTROL
 KL0605
 KL0605  NAD 83(1986)-  39 32 09.57759(N)    106 07 16.08901(W) AD(       ) 2
 KL0605  NAD 27      -  39 32 09.62600(N)    106 07 14.01300(W) AD(       ) 2
 KL0605  NGVD 29 (07/19/86) 3942.0    (m)        12933.     (f) VERT ANG       
 KL0605
 KL0605.Superseded values are not recommended for survey control.
 KL0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0605.See file dsdata.txt to determine how the superseded data were derived.
 KL0605
 KL0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD0365476859(NAD 83)
 KL0605_MARKER: DS = TRIANGULATION STATION DISK
 KL0605_SETTING: 66 = SET IN ROCK OUTCROP
 KL0605
 KL0605  HISTORY     - Date     Condition        Report By
 KL0605  HISTORY     - 1951     MONUMENTED       CGS
 KL0605  HISTORY     - 1959     GOOD             AMS
 KL0605
 KL0605                          STATION DESCRIPTION
 KL0605
 KL0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 KL0605'STATION IS LOCATED ON THE HIGHEST POINT OF WHAT IS LOCALLY KNOWN
 KL0605'AS TENMILE PEAK.  THE SOUTH ONE AND THE HIGHEST OF TWO PEAKS NEAR
 KL0605'THE NORTH END OF TENMILE RIDGE, AND AT THE HEAD OF MINERS CREEK
 KL0605'WHICH FLOWS EAST AND THEN NORTHEAST INTO THE BLUE RIVER.  IT
 KL0605'IS, AIRLINE, 5 MILES NORTHWEST OF BRECKENRIDGE, 3 MILES SOUTH
 KL0605'SOUTHWEST OF FRISCO AND 1-1/2 MILES EAST OF U.S. HIGHWAY 6.
 KL0605'
 KL0605'TO REACH THE STATION FROM THE U.S. POST OFFICE IN FRISCO, GO
 KL0605'EAST ON U.S. HIGHWAY 6 FOR 0.2 MILE TO A SIDE ROAD RIGHT AT THE
 KL0605'BLUE SPRUCE INN.  TURN RIGHT AND GO SOUTH SOUTHEAST FOR 0.25
 KL0605'MILE TO FOUR FORKS.  TAKE THE LEFT ONE OF THE FOUR ROADS AND GO
 KL0605'SOUTH FOR 35 YARDS.  PASS THROUGH A POLE GATE AND GO 0.45
 KL0605'MILES TO A FORK AT A CATTLE GUARD.  TAKE THE LEFT FORK, STRAIGHT
 KL0605'AHEAD, AND GO 0.1 MILE.  CROSS STREAM, KEEP RIGHT AND GO 75
 KL0605'YARDS TO A DIM FORK.  TAKE THE LEFT FORK AND GO 50 YARDS TO A
 KL0605'FORK.  TAKE THE RIGHT FORK, STRAIGHT AHEAD, AND GO 0.1 MILE
 KL0605'TO A DIM FORK.  TAKE THE LEFT FORK, EAST, ON OLD RAILROAD BED, AND
 KL0605'GO 0.1 MILE TO A FORK.  TAKE THE RIGHT FORK, SOUTH, AND GO
 KL0605'0.4 MILE TO A FORK.  TAKE THE LEFT FORK, SOUTH, AND GO 2.0 MILES
 KL0605'TO A FORK.  TAKE THE RIGHT FORK, SOUTHWEST, AND GO 0.15 MILE TO
 KL0605'A FORK.  TAKE THE LEFT FORK, SOUTHWEST, AND GO 0.3 MILE TO A
 KL0605'FORK AT AN OLD LOG LOADING PLATFORM.  TAKE THE LEFT FORK FOR
 KL0605'100 YARDS, TAKE THE RIGHT FORK, WEST, AND GO 0.15 MILE TO
 KL0605'A FORK AT A LOG LOADING PLATFORM.  TAKE THE RIGHT FORK, WEST, AND
 KL0605'GO 0.15 MILE TO A FORK JUST BEFORE REACHING A LOADING
 KL0605'PLATFORM.  TAKE THE RIGHT FORK AND FOLLOW AN OLD TRACK ROAD
 KL0605'WEST FOR ABOUT 0.1 MILE TO AN OLD LOG CABIN AND THE END
 KL0605'OF TRUCK TRAVEL.  FROM HERE PACK WEST UP THE NORTH SIDE OF
 KL0605'THE CREEK ON A WELL MARKED TRAIL FOR ABOUT 1.0 MILE TO THE
 KL0605'LAST GRASSY MEADOW AT THE FOOT OF THE MOUNTAINS.  AT THIS POINT
 KL0605'THE AZIMUTH MARK IS AT THE SOUTHWEST EDGE OF THE MEADOW AT
 KL0605'THE EDGE OF THE ROCK SLIDE IN A PROMINENT LARGE BOULDER
 KL0605'WITH A 2 FOOT CAIRN ON TOP.  FROM THE MEADOW TURN RIGHT,
 KL0605'NORTHWEST, AND PACK THROUGH THE TREES TO THE PROMINENT SADDLE
 KL0605'AT THE EAST BASE OF THE ROCKY RIDGE THAT RUNS WEST UP TO THE
 KL0605'STATION PEAK.  AT THE SADDLE TURN LEFT AND FOLLOW THE STEEP
 KL0605'ROCKY RIDGE TO THE TOP OF THE PEAK AND THE STATION.  TIME OF
 KL0605'PACK IS APPROXIMATELY 2 HOURS.  THE LAST WATER IS AT THE LAST
 KL0605'MEADOW BELOW THE PEAK.
 KL0605'
 KL0605'STATION MARK, STAMPED MINER 1951, IS A STANDARD DISK CEMENTED
 KL0605'IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 8 INCHES.
 KL0605'IT IS 14 FEET SOUTH SOUTHWEST OF A LARGE CAIRN.
 KL0605'
 KL0605'REFERENCE MARK NUMBER 1, STAMPED MINER NO 1 1951, IS A STANDARD
 KL0605'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 KL0605'PROJECTS 7 INCHES AND IS 12 INCHES LOWER IN ELEVATION THAN
 KL0605'THE STATION.
 KL0605'
 KL0605'REFERENCE MARK NUMBER 2, STAMPED MINER NO 2 1951, IS A STANDARD
 KL0605'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 KL0605'PROJECTS 6 INCHES AND IS 30 INCHES LOWER IN ELEVATION THAN
 KL0605'THE STATION.
 KL0605'
 KL0605'AZIMUTH MARK, STAMPED MINER 1951, IS A STANDARD DISK CEMENTED
 KL0605'IN A DRILL HOLE IN A 7 BY 10 FOOT BOULDER THAT PROJECTS 4 FEET.
 KL0605'
 KL0605'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KL0605
 KL0605                          STATION RECOVERY (1959)
 KL0605
 KL0605'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1959
 KL0605'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 KL0605'
 KL0605'THE MARK IS 15 FEET SOUTHWEST OF THE POINT OF INTERSECTION
 KL0605'OF THE CENTERLINE OF THE RIDGE TO THE NORTHWEST AND THE CENTERLINE
 KL0605'OF THE RIDGE TO THE EAST.  6 FEET EAST OF THE SHEER DROP-OFF.
 KL0605'7 FEET NORTHWEST OF THE SHEER DROP-OFF.  61 FEET WEST OF THE
 KL0605'POINT OF SHARP DROP-OFF OF THE EAST END OF THE RIDGE TO THE EAST.
 KL0605'AND 21 FEET NORTH OF THE POINT OF LIGHT AND DARK CONTRAST WHERE
 KL0605'RIDGE TURNS TO SOUTHWEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0602 ***********************************************************************
 LK0602  DESIGNATION -  MING ET
 LK0602  PID         -  LK0602
 LK0602  STATE/COUNTY-  CO/LOGAN
 LK0602  USGS QUAD   -  UHLER RANCH (1962)
 LK0602
 LK0602                         *CURRENT SURVEY CONTROL
 LK0602  ___________________________________________________________________
 LK0602* NAD 83(1992)-  40 39 05.76513(N)    102 52 39.41477(W)     ADJUSTED  
 LK0602* NAVD 88     -      1319.     (meters)    4327.     (feet)  SCALED    
 LK0602  ___________________________________________________________________
 LK0602  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 LK0602  GEOID HEIGHT-         -20.06  (meters)                     GEOID03
 LK0602
 LK0602  HORZ ORDER  -  THIRD
 LK0602
 LK0602.The horizontal coordinates were established by classical geodetic methods
 LK0602.and adjusted by the National Geodetic Survey in January 1993..
 LK0602
 LK0602.The orthometric height was scaled from a topographic map.
 LK0602
 LK0602.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0602
 LK0602.The geoid height was determined by GEOID03.
 LK0602
 LK0602;                    North         East     Units Scale Factor Converg.
 LK0602;SPC CO N     -   454,451.449 1,136,157.862   MT  0.99998128   +1 41 39.9
 LK0602;SPC CO N     - 1,490,979.46  3,727,544.59   sFT  0.99998128   +1 41 39.9
 LK0602;UTM  13      - 4,502,248.303   679,438.676   MT  0.99999633   +1 22 58.8
 LK0602
 LK0602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0602!SPC CO N     -   0.99979635  x   0.99998128  =   0.99977763
 LK0602!UTM  13      -   0.99979635  x   0.99999633  =   0.99979268
 LK0602
 LK0602:                Primary Azimuth Mark                     Grid Az
 LK0602:SPC CO N     -  HARMON ET                                263 12 05.5
 LK0602:UTM  13      -  HARMON ET                                263 30 46.6
 LK0602
 LK0602|---------------------------------------------------------------------|
 LK0602| PID    Reference Object                     Distance      Geod. Az  |
 LK0602|                                                           dddmmss.s |
 LK0602| LK0604 HARMON ET                           APPROX. 5.5 KM 2645345.4 |
 LK0602|---------------------------------------------------------------------|
 LK0602
 LK0602                          SUPERSEDED SURVEY CONTROL
 LK0602
 LK0602  NAD 83(1986)-  40 39 05.75993(N)    102 52 39.41505(W) AD(       ) 3
 LK0602  NAD 27      -  40 39 05.79412(N)    102 52 37.71769(W) AD(       ) 3
 LK0602
 LK0602.Superseded values are not recommended for survey control.
 LK0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0602.See file dsdata.txt to determine how the superseded data were derived.
 LK0602
 LK0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF7943902248(NAD 83)
 LK0602
 LK0602  HISTORY     - Date     Condition        Report By
 LK0602  HISTORY     - 1960     MONUMENTED       USGS
 LK0602  HISTORY     - 1962     GOOD             USGS
 LK0602
 LK0602                          STATION DESCRIPTION
 LK0602
 LK0602'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LK0602'LOCATED ABOUT 19 MI. E. OF STERLING AND ABOUT 3 MI. SW. OF FLEMING,
 LK0602'IN THE SE. 1/4 OF SEC. 19, T 8 N, R 49 W, 40 FT. W. OF THE CENTERLINE
 LK0602'OF A GRAVELED RD., 200 FT. S. OF A FENCE CORNER.  STATION IS ON
 LK0602'HIGHEST POINT IN THE VICINITY.
 LK0602'
 LK0602'TO REACH MING FROM FLEMING, GO W. ABOUT 2 MI. ON U.S. HIGHWAY 6 TO
 LK0602'A CROSSROAD, TURN LEFT (S.) ON A GRAVEL RD. AND GO ABOUT 2 MI. TO
 LK0602'THE TOP OF THE RIDGE AND STATION ON THE RIGHT (W.) SIDE OF THE RD.
 LK0602'
 LK0602'THE STATION WAS RECOVERED IN GOOD CONDITION.
 LK0602'
 LK0602'STATION MARK--STANDARD TABLET, STAMPED ---MING E.T. 1960---, SET
 LK0602'IN THE TOP OF A CONCRETE POST.
 LK0602'
 LK0602'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1400 ***********************************************************************
 JK1400  DESIGNATION -  MINNEQUA
 JK1400  PID         -  JK1400
 JK1400  STATE/COUNTY-  CO/PUEBLO
 JK1400  USGS QUAD   -  SWALLOWS (1994)
 JK1400
 JK1400                         *CURRENT SURVEY CONTROL
 JK1400  ___________________________________________________________________
 JK1400* NAD 83(1992)-  38 15 12.37359(N)    104 48 31.58442(W)     ADJUSTED  
 JK1400* NAVD 88     -      1525.9    (meters)    5006.     (feet)  GPS OBS   
 JK1400  ___________________________________________________________________
 JK1400  X           -  -1,282,121.089 (meters)                     COMP
 JK1400  Y           -  -4,849,626.591 (meters)                     COMP
 JK1400  Z           -   3,928,506.680 (meters)                     COMP
 JK1400  LAPLACE CORR-          -9.09  (seconds)                    DEFLEC99
 JK1400  ELLIP HEIGHT-        1507.53  (meters)          (12/03/02) GPS OBS
 JK1400  GEOID HEIGHT-         -18.33  (meters)                     GEOID03
 JK1400
 JK1400  HORZ ORDER  -  FIRST
 JK1400  ELLP ORDER  -  FOURTH    CLASS II
 JK1400
 JK1400.The horizontal coordinates were established by GPS observations
 JK1400.and adjusted by the National Geodetic Survey in August 1994..
 JK1400
 JK1400.The orthometric height was determined by GPS observations and a
 JK1400.high-resolution geoid model.
 JK1400
 JK1400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1400
 JK1400.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1400
 JK1400.The ellipsoidal height was determined by GPS observations
 JK1400.and is referenced to NAD 83.
 JK1400
 JK1400.The geoid height was determined by GEOID03.
 JK1400
 JK1400;                    North         East     Units Scale Factor Converg.
 JK1400;SPC CO S     -   481,133.937   974,902.184   MT  0.99997211   +0 25 26.3
 JK1400;SPC CO S     - 1,578,520.26  3,198,491.58   sFT  0.99997211   +0 25 26.3
 JK1400;UTM  13      - 4,233,952.288   516,731.243   MT  0.99960345   +0 07 06.2
 JK1400
 JK1400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1400!SPC CO S     -   0.99976351  x   0.99997211  =   0.99973563
 JK1400!UTM  13      -   0.99976351  x   0.99960345  =   0.99936705
 JK1400
 JK1400                          SUPERSEDED SURVEY CONTROL
 JK1400
 JK1400  ELLIP H (08/30/94) 1507.53   (m)                       GP(       ) 4 1
 JK1400
 JK1400.Superseded values are not recommended for survey control.
 JK1400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1400.See file dsdata.txt to determine how the superseded data were derived.
 JK1400
 JK1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC1673133952(NAD 83)
 JK1400_MARKER: DH = HORIZONTAL CONTROL DISK
 JK1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1400_SP_SET: CONCRETE POST
 JK1400_STAMPING: MINNEQUA 1993
 JK1400_MARK LOGO: NGS   
 JK1400_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK1400+STABILITY: SURFACE MOTION
 JK1400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1400+SATELLITE: SATELLITE OBSERVATIONS - 1993
 JK1400
 JK1400  HISTORY     - Date     Condition        Report By
 JK1400  HISTORY     - 1993     MONUMENTED       CODOT
 JK1400
 JK1400                          STATION DESCRIPTION
 JK1400
 JK1400'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1993
 JK1400'STATION IS LOCATED ABOUT 11 MI (17.7 KM) WEST OF PUEBLO AND 16 MI
 JK1400'(25.7 KM) EAST OF WETMORE IN SEC 5, T 21 S, R 66 W OF THE 6TH PM.
 JK1400'OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION RIGHT OF WAY
 JK1400'TO REACH THE STATION FROM INTERSECTION S.H. 67 AND S.H. 96 (IN
 JK1400'WETMORE), PROCEED EAST ON S.H.96 FOR 16.1 MI (25.9 KM) TO THE STATION
 JK1400'ON THE LEFT AT MILEPOST 42.9.
 JK1400'OR
 JK1400'FROM INTERSECTION S.H. 45 (PUEBLO BLVD) AND S.H. 96 (IN PUEBLO),
 JK1400'PROCEED WEST ON S.H. 96 FOR 9.8 MI (15.8 KM) TO THE STATION ON THE
 JK1400'RIGHT.
 JK1400'STATION MARK IS AN NGS BRASS HORIZONTAL CONTROL DISK SET INTO A
 JK1400'CONCRETE POST SET FLUSH WITH THE GROUND 38.1 M (125.0 FT) NORTH OF
 JK1400'CENTERLINE, 32.0 M (105.0 FT) NORTH OF EDGE OF OIL AND 2.7 M
 JK1400'(8.9 FT) SOUTH OF A WITNESS POST IN FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0431 ***********************************************************************
 HJ0431  DESIGNATION -  MINNIE
 HJ0431  PID         -  HJ0431
 HJ0431  STATE/COUNTY-  CO/LAS ANIMAS
 HJ0431  USGS QUAD   -  PACKERS GAP (1993)
 HJ0431
 HJ0431                         *CURRENT SURVEY CONTROL
 HJ0431  ___________________________________________________________________
 HJ0431* NAD 83(1992)-  37 37 47.21609(N)    103 38 18.37239(W)     ADJUSTED  
 HJ0431* NAVD 88     -      1441.3    (meters)    4729.     (feet)  VERTCON   
 HJ0431  ___________________________________________________________________
 HJ0431  X           -  -1,192,822.903 (meters)                     COMP
 HJ0431  Y           -  -4,916,106.582 (meters)                     COMP
 HJ0431  Z           -   3,873,849.066 (meters)                     COMP
 HJ0431  LAPLACE CORR-          -3.72  (seconds)                    DEFLEC99
 HJ0431  ELLIP HEIGHT-        1420.35  (meters)          (12/03/02) GPS OBS
 HJ0431  GEOID HEIGHT-         -21.13  (meters)                     GEOID03
 HJ0431
 HJ0431  HORZ ORDER  -  FIRST
 HJ0431  ELLP ORDER  -  FOURTH    CLASS II
 HJ0431
 HJ0431.The horizontal coordinates were established by GPS observations
 HJ0431.and adjusted by the National Geodetic Survey in December 2002..
 HJ0431
 HJ0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 HJ0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HJ0431
 HJ0431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HJ0431
 HJ0431.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0431
 HJ0431.The ellipsoidal height was determined by GPS observations
 HJ0431.and is referenced to NAD 83.
 HJ0431
 HJ0431.The geoid height was determined by GEOID03.
 HJ0431
 HJ0431;                    North         East     Units Scale Factor Converg.
 HJ0431;SPC CO S     -   413,327.867 1,078,707.253   MT  0.99995173   +1 08 30.6
 HJ0431;SPC CO S     - 1,356,059.84  3,539,058.71   sFT  0.99995173   +1 08 30.6
 HJ0431;UTM  13      - 4,165,611.564   620,142.977   MT  0.99977779   +0 49 53.1
 HJ0431
 HJ0431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0431!SPC CO S     -   0.99977717  x   0.99995173  =   0.99972891
 HJ0431!UTM  13      -   0.99977717  x   0.99977779  =   0.99955501
 HJ0431
 HJ0431|---------------------------------------------------------------------|
 HJ0431| PID    Reference Object                     Distance      Geod. Az  |
 HJ0431|                                                           dddmmss.s |
 HJ0431| CR7808 MINNIE RM 1                          28.985 METERS 18917     |
 HJ0431| HJ0432 MINNIE AZ MK                        APPROX. 0.8 KM 2802208.9 |
 HJ0431| CR7809 MINNIE RM 2                          28.989 METERS 28156     |
 HJ0431|---------------------------------------------------------------------|
 HJ0431
 HJ0431                          SUPERSEDED SURVEY CONTROL
 HJ0431
 HJ0431  ELLIP H (12/21/93) 1420.38   (m)                       GP(       ) 4 1
 HJ0431  NAD 83(1992)-  37 37 47.21724(N)    103 38 18.36704(W) AD(       ) 1
 HJ0431  ELLIP H (01/07/93) 1420.38   (m)                       GP(       ) 4 2
 HJ0431  NAD 83(1986)-  37 37 47.20256(N)    103 38 18.35690(W) AD(       ) 1
 HJ0431  NAD 27      -  37 37 47.16359(N)    103 38 16.53298(W) AD(       ) 1
 HJ0431  NGVD 29 (11/20/87) 1440.6    (m)         4726.     (f) GPS OBS        
 HJ0431
 HJ0431.Superseded values are not recommended for survey control.
 HJ0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0431.See file dsdata.txt to determine how the superseded data were derived.
 HJ0431
 HJ0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB2014365612(NAD 83)
 HJ0431_MARKER: DH = HORIZONTAL CONTROL DISK
 HJ0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HJ0431_MAGNETIC: N = NO MAGNETIC MATERIAL
 HJ0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HJ0431+STABILITY: SURFACE MOTION
 HJ0431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HJ0431+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1986
 HJ0431
 HJ0431  HISTORY     - Date     Condition        Report By
 HJ0431  HISTORY     - 1985     MONUMENTED       USA
 HJ0431  HISTORY     - 19860513 GOOD
 HJ0431
 HJ0431                          STATION DESCRIPTION
 HJ0431
 HJ0431'DESCRIBED BY US ARMY 1985 (LWD)
 HJ0431'THE STATION IS LOCATED ABOUT 72.4 KM (45 MI)
 HJ0431'NORTHEAST OF MODEL,
 HJ0431'41.8 KM (26 MI) SOUTH-SOUTHWEST OF LAJUNTA IN AN OPEN GRASS FILED
 HJ0431'IN THE NORTHEAST CORNER OF THE MILITARY RESERVATION..
 HJ0431'OWNERSHIP--U.S.ARMY,  CONTACT DIVISION ARTILLERY SURVEY INFORMATION
 HJ0431'CENTER,  HHB 4TH INFANTRY DIVISION ARTILLERY, FORT CARSON, COLORADO
 HJ0431'80913-5428.  TELEPHONE  303-579-2131..
 HJ0431'
 HJ0431'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 350 AND
 HJ0431'COUNTY ROAD 99 IN THE TOWN OF MODEL, LAS ANIMAS COUNTY, COLORADO. GO
 HJ0431'NORTHEAST FOR 16.5 KM (10.25 MI) ON HIGHWAY 350 TO THE MAIN
 HJ0431'ENTRANCE TO PINON CANYON MANEUVER SITE AND A ROAD RIGHT.
 HJ0431'TURN RIGHT AND GO EAST FOR 15.5 KM (9.65 MI) ON MAIN ROAD TO THE
 HJ0431'INTERSECTION OF PIPELINE ROAD, CONTINUE AHEAD, EASTERLY, ON MAIN
 HJ0431'ROAD FOR 20.8 KM (12.95 MI) TO THE INTERSECTON OF A NORTH/SOUTH
 HJ0431'TANK TRAIL.  TURN LEFT, NORTH, AND GO NORTH THEN EAST FOR 22.2 KM
 HJ0431'(13.8 MI) ON TANK TRAIL TO THE INTERSECTION OF A NORTH/SOUTH TRACK
 HJ0431'ROAD AND THE END OF TRAVEL ON THE HEAVY DUTY TANK TRAIL,  CONTINUE
 HJ0431'AHEAD ON A WELL TRAVELED TRACK ROAD, EASTERLY, FOR 0.4 KM (0.25 MI)
 HJ0431'TO A RIGHT BEND IN THE TRACK ROAD AND A DIM TRACK ROAD STRAIGHT
 HJ0431'AHEAD.  CONTINUE AHEAD , EASTERLY, ON DIM TRACK ROAD FOR 1.2 KM
 HJ0431'( 0.75 MI) TO THE AZIMUTH MARK ON RIGHT.  CONTINUE AHEAD, EASTERLY,
 HJ0431'FOR 0.8 KM (0.5 MI) AND THE STATION ON LEFT..
 HJ0431'
 HJ0431'THE STATION IS A STANDARD NGS DISK
 HJ0431'STAMPED---MINNIE GPS 1985---,
 HJ0431'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HJ0431'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 HJ0431'0.6 METERS (1.9 FT) SOUTH FROM AN ORANGE WITNESS POST
 HJ0431'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 HJ0431'STAMPED---MINNIE GPS 1985---,
 HJ0431'SET INTO AN IRREGULAR MASS OF CONCRETE 1.1 METERS BELOW THE SURFACE.
 HJ0431'
 HJ0431'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK
 HJ0431'STAMPED---MINNIE GPS N0 1 1985---,
 HJ0431'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HJ0431'28 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 HJ0431'0.6 METERS (1.9 FT) NORTH FROM A STEEL WITNESS POST
 HJ0431'MARK IS LEVEL WITH THE STATION.
 HJ0431'
 HJ0431'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 HJ0431'STAMPED---MINNIE GPS N0 2 1985---,
 HJ0431'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HJ0431'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 HJ0431'0.6 METERS (1.8 FT) NORTH FROM A GREEN STEEL WITNESS POST
 HJ0431'MARK IS LEVEL WITH THE STATION.
 HJ0431'
 HJ0431'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK
 HJ0431'STAMPED---MINNIE GPS 1985---,
 HJ0431'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 HJ0431'30 CM IN DIAMETER RECESSED 2 CM BELOW GROUND.  LOCATED
 HJ0431'6.9 METERS (22.6 FT) SOUTH FROM THE CENTERLIN OF A TRACK ROAD
 HJ0431'1.0 METERS (3.3 FT) SOUTH FROM A GREEN METAL WITNESS POST
 HJ0431'TO REACH THE AZIMUTH FROM THE STATION,
 HJ0431'GO WEST FOR 0.8 KM (0.5 MI) ON TRACK ROAD AND THE AZIMUTH MARK ON
 HJ0431'LEFT..
 HJ0431'
 HJ0431'DESCRIBED BY JAC.
 HJ0431
 HJ0431                          STATION RECOVERY (1986)
 HJ0431
 HJ0431'RECOVERED 1986
 HJ0431'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1600 ***********************************************************************
 KK1600  DESIGNATION -  MINTER
 KK1600  PID         -  KK1600
 KK1600  STATE/COUNTY-  CO/ELBERT
 KK1600  USGS QUAD   -  BIJOU SW (1970)
 KK1600
 KK1600                         *CURRENT SURVEY CONTROL
 KK1600  ___________________________________________________________________
 KK1600* NAD 83(1992)-  39 18 03.27812(N)    104 08 55.01754(W)     ADJUSTED  
 KK1600* NAVD 88     -      1888.3    (meters)    6195.     (feet)  VERTCON   
 KK1600  ___________________________________________________________________
 KK1600  LAPLACE CORR-          -5.30  (seconds)                    DEFLEC99
 KK1600  GEOID HEIGHT-         -18.50  (meters)                     GEOID03
 KK1600
 KK1600  HORZ ORDER  -  SECOND
 KK1600
 KK1600.The horizontal coordinates were established by classical geodetic methods
 KK1600.and adjusted by the National Geodetic Survey in January 1993..
 KK1600
 KK1600.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1600
 KK1600.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1600
 KK1600.The geoid height was determined by GEOID03.
 KK1600
 KK1600;                    North         East     Units Scale Factor Converg.
 KK1600;SPC CO C     -   468,580.249 1,030,958.837   MT  0.99994198   +0 51 08.3
 KK1600;SPC CO C     - 1,537,333.70  3,382,404.12   sFT  0.99994198   +0 51 08.3
 KK1600;UTM  13      - 4,350,515.296   573,410.092   MT  0.99966635   +0 32 21.4
 KK1600
 KK1600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1600!SPC CO C     -   0.99970673  x   0.99994198  =   0.99964873
 KK1600!UTM  13      -   0.99970673  x   0.99966635  =   0.99937318
 KK1600
 KK1600|---------------------------------------------------------------------|
 KK1600| PID    Reference Object                     Distance      Geod. Az  |
 KK1600|                                                           dddmmss.s |
 KK1600| CP7771 MINTER RM 1                          12.620 METERS 00059     |
 KK1600| CP7772 MINTER RM 2                          12.650 METERS 09123     |
 KK1600| KK1603 RIDGE                               APPROX.11.6 KM 3324433.3 |
 KK1600|---------------------------------------------------------------------|
 KK1600
 KK1600                          SUPERSEDED SURVEY CONTROL
 KK1600
 KK1600  NAD 83(1986)-  39 18 03.27046(N)    104 08 55.01483(W) AD(       ) 2
 KK1600  NAD 27      -  39 18 03.31975(N)    104 08 53.15524(W) AD(       ) 2
 KK1600  NGVD 29 (07/19/86) 1887.4    (m)         6192.     (f) VERT ANG       
 KK1600
 KK1600.Superseded values are not recommended for survey control.
 KK1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1600.See file dsdata.txt to determine how the superseded data were derived.
 KK1600
 KK1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED7341050515(NAD 83)
 KK1600_MARKER: Z = SEE DESCRIPTION
 KK1600_SETTING: 0 = UNSPECIFIED SETTING
 KK1600
 KK1600  HISTORY     - Date     Condition        Report By
 KK1600  HISTORY     - 1970     MONUMENTED       USGS
 KK1600
 KK1600                          STATION DESCRIPTION
 KK1600
 KK1600'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (FJG)
 KK1600'STATION IS LOCATED NORTH 25 DEGREES EAST ABOUT 20.5 MILES AIRLINE
 KK1600'FROM CALHAN, COLORADO, WEST 12 DEGREES NORTH ABOUT 25.5 MILES
 KK1600'AIRLINE FROM LIMON, COLORADO, APPROXIMATELY 400 FEET SOUTHWEST
 KK1600'OF AN A.T. AND T. MICROWAVE TOWER AND ABOUT .05 MILE SOUTH OF AN
 KK1600'EAST-WEST FENCE ON A SMALL GRASSY TOP ON LAND OWNED BY MR.
 KK1600'MINTER.
 KK1600'
 KK1600'TO REACH THE STATION FROM THE POST OFFICE AT KIOWA, COLORADO,
 KK1600'PROCEED EAST ON STATE HIGHWAY 86 FOR 16.1 MILES TO
 KK1600'CROSSROADS.  TURN LEFT (NORTH) FOR 0.5 MILE TO A Y-ROAD JUNCTION
 KK1600'AND SIGN, PRIVATE ROAD.  BEAR RIGHT (EAST) ON PRIVATE ROAD, FOR
 KK1600'2.3 MILES TO TOP OF HILL AND THE MICROWAVE TOWER ON THE LEFT.
 KK1600'CONTINUE EAST FOR 0.3 MILE TO A GATE IN A T-FENCE SOUTH.  PASS
 KK1600'THROUGH THE GATE AND DOUBLE BACK (WEST) ON THE SOUTH SIDE OF THE
 KK1600'FENCE FOR 0.4 MILE THENCE LEFT (SOUTH) FOR .05 MILE TO SMALL
 KK1600'GRASSY TOP AND STATION.
 KK1600'
 KK1600'ALL MARKS ARE USGS BRASS TABLETS SOLDERED TO COPPER COATED STEEL
 KK1600'RODS CENTERED IN TILE 6 INCHES IN DIAMETER AND 12 INCHES LONG
 KK1600'FILLED WITH GRAVEL AND SET FLUSH WITH GROUND SURFACE.
 KK1600'
 KK1600'STATION MARK IS A ROD DRIVEN 15 FEET TO REFUSAL.  TABLET STAMPED
 KK1600'MINTER ET 1970.
 KK1600'
 KK1600'REFERENCE MARK NO. 1 IS A ROD DRIVEN 15 FEET TO REFUSAL.  TABLET
 KK1600'STAMPED MINTER ET 1 1970.
 KK1600'
 KK1600'REFERENCE MARK NO. 2 IS A ROD DRIVEN 15 FEET TO REFUSAL.  TABLET
 KK1600'STAMPED MINTER ET 2 1970.
 KK1600'
 KK1600'STATION RIDGE ET 1970 IS VISIBLE FROM THE GROUND AT THIS STATION
 KK1600'AND WILL SERVE AS THE AZIMUTH MARK.
 KK1600'
 KK1600'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0898 ***********************************************************************
 JK0898  CBN         -  This is a Cooperative Base Network Control Station.
 JK0898  DESIGNATION -  MIRAGE
 JK0898  PID         -  JK0898
 JK0898  STATE/COUNTY-  CO/SAGUACHE
 JK0898  USGS QUAD   -  MOFFAT NORTH (1979)
 JK0898
 JK0898                         *CURRENT SURVEY CONTROL
 JK0898  ___________________________________________________________________
 JK0898* NAD 83(1992)-  38 06 01.24921(N)    105 55 07.88894(W)     ADJUSTED  
 JK0898* NAVD 88     -      2326.427  (meters)    7632.62   (feet)  ADJUSTED  
 JK0898  ___________________________________________________________________
 JK0898  X           -  -1,378,889.188 (meters)                     COMP
 JK0898  Y           -  -4,834,588.200 (meters)                     COMP
 JK0898  Z           -   3,915,641.026 (meters)                     COMP
 JK0898  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 JK0898  ELLIP HEIGHT-        2311.03  (meters)          (10/21/02) GPS OBS
 JK0898  GEOID HEIGHT-         -15.41  (meters)                     GEOID03
 JK0898  DYNAMIC HT  -        2323.502 (meters)    7623.02  (feet)  COMP
 JK0898  MODELED GRAV-     979,288.3   (mgal)                       NAVD 88
 JK0898
 JK0898  HORZ ORDER  -  B
 JK0898  VERT ORDER  -  FIRST     CLASS II
 JK0898  ELLP ORDER  -  FOURTH    CLASS II
 JK0898
 JK0898.The horizontal coordinates were established by GPS observations
 JK0898.and adjusted by the National Geodetic Survey in May 1992..
 JK0898
 JK0898.The orthometric height was determined by differential leveling
 JK0898.and adjusted by the National Geodetic Survey in June 1991..
 JK0898
 JK0898.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK0898
 JK0898.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0898
 JK0898.The ellipsoidal height was determined by GPS observations
 JK0898.and is referenced to NAD 83.
 JK0898
 JK0898.The geoid height was determined by GEOID03.
 JK0898
 JK0898.The dynamic height is computed by dividing the NAVD 88
 JK0898.geopotential number by the normal gravity value computed on the
 JK0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0898.degrees latitude (g = 980.6199 gals.).
 JK0898
 JK0898.The modeled gravity was interpolated from observed gravity values.
 JK0898
 JK0898;                    North         East     Units Scale Factor Converg.
 JK0898;SPC CO S     -   464,000.098   877,664.417   MT  0.99995616   -0 15 24.9
 JK0898;SPC CO S     - 1,522,306.99  2,879,470.67   sFT  0.99995616   -0 15 24.9
 JK0898;UTM  13      - 4,217,347.455   419,435.939   MT  0.99967994   -0 34 01.2
 JK0898
 JK0898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0898!SPC CO S     -   0.99963750  x   0.99995616  =   0.99959368
 JK0898!UTM  13      -   0.99963750  x   0.99967994  =   0.99931756
 JK0898
 JK0898:                Primary Azimuth Mark                     Grid Az
 JK0898:SPC CO S     -  MIRAGE AZ MK                             091 20 22.3
 JK0898:UTM  13      -  MIRAGE AZ MK                             091 38 58.6
 JK0898
 JK0898|---------------------------------------------------------------------|
 JK0898| PID    Reference Object                     Distance      Geod. Az  |
 JK0898|                                                           dddmmss.s |
 JK0898| CM9117 MIRAGE AZ MK                                       0910457.4 |
 JK0898| CM9118 MIRAGE RM 1                          22.427 METERS 10136     |
 JK0898| CM9119 MIRAGE RM 2                          21.023 METERS 16110     |
 JK0898| JL0678 ALEXANDER                           APPROX.30.4 KM 2500716.6 |
 JK0898|---------------------------------------------------------------------|
 JK0898
 JK0898                          SUPERSEDED SURVEY CONTROL
 JK0898
 JK0898  ELLIP H (05/26/92) 2311.02   (m)                       GP(       ) 4 1
 JK0898  NAD 83(1986)-  38 06 01.23794(N)    105 55 07.90020(W) AD(       ) 1
 JK0898  NAD 27      -  38 06 01.24000(N)    105 55 05.85800(W) AD(       ) 1
 JK0898  NAVD 88 (05/26/92) 2326.43   (m)         7632.6    (f) LEVELING    3  
 JK0898  NGVD 29 (06/11/92) 2325.38   (m)         7629.2    (f) LEVELING    3  
 JK0898
 JK0898.Superseded values are not recommended for survey control.
 JK0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0898.See file dsdata.txt to determine how the superseded data were derived.
 JK0898
 JK0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC1943617347(NAD 83)
 JK0898_MARKER: DS = TRIANGULATION STATION DISK
 JK0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0898_SP_SET: CONCRETE POST
 JK0898_STAMPING: MIRAGE 1935
 JK0898_MARK LOGO: CGS   
 JK0898_PROJECTION: PROJECTING 6 CENTIMETERS
 JK0898_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0898+STABILITY: SURFACE MOTION
 JK0898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0898+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2002
 JK0898
 JK0898  HISTORY     - Date     Condition        Report By
 JK0898  HISTORY     - 1935     MONUMENTED       CGS
 JK0898  HISTORY     - 1959     SEE DESCRIPTION  USGS
 JK0898  HISTORY     - 1967     SEE DESCRIPTION  USGS
 JK0898  HISTORY     - 1967     GOOD             USGS
 JK0898  HISTORY     - 1970     GOOD             NGS
 JK0898  HISTORY     - 1984     GOOD             NGS
 JK0898  HISTORY     - 19910605 GOOD             NGS
 JK0898  HISTORY     - 19990406 GOOD             MSAM
 JK0898  HISTORY     - 20000216 GOOD             CODOT
 JK0898  HISTORY     - 20020709 GOOD             MSAM
 JK0898
 JK0898                          STATION DESCRIPTION
 JK0898
 JK0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 JK0898'STATION IS 4.5 MILES S OF MINERAL HOT SPRINGS, COLORADO, AND IS ON
 JK0898'RAILROAD PROPERTY OF THE D. AND R.G.W. RAILROAD 1.5 MILES N OF
 JK0898'MIRAGE SIDING, AT A POINT WHERE STATE HIGHWAY 17 TURNS FROM
 JK0898'S TO W.  33 FEET E OF THE E RAIL OF THE D. AND R.G.W. RAILROAD,
 JK0898'43 FEET SW OF T-INTERSECTION OF THE STEM N.
 JK0898'
 JK0898'THE MARK PROJECTS 4 INCHES.
 JK0898'
 JK0898'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 JK0898'BRONZE DISKS SET IN CONCRETE.
 JK0898'
 JK0898'REFERENCE MARK NO. 1 IS 73.59 FEET E OF THE STATION AND IS IN
 JK0898'THE E AND W RIGHT-OF-WAY FENCE LINE, 30 FEET S OF THE CENTER
 JK0898'LINE OF THE STATE HIGHWAY 17.  THE MARK PROJECTS 6 INCHES.
 JK0898'
 JK0898'REFERENCE MARK NO. 2 IS 68.98 FEET S OF THE STATION AND IS IN
 JK0898'THE N AND S FENCE LINE AND RIGHT-OF-WAY FENCE OF THE
 JK0898'D. AND R.G.W. RAILROAD, 52 FEET S OF THE FENCE CORNER.  THE
 JK0898'MARK PROJECTS 6 INCHES.
 JK0898'
 JK0898'AZIMUTH IS 0.15 MILE E ALONG THE HIGHWAY AND IS IN THE SOUTH
 JK0898'RIGHT-OF-WAY FENCE, 30 FEET S OF THE CENTER LINE OF COLORADO
 JK0898'STATE HIGHWAY 17.  THE MARK PROJECTS 4 INCHES.
 JK0898'
 JK0898'THE STATION WAS REACHED BY DRIVING 4.6 MILES S OF MINERAL HOT
 JK0898'SPRINGS, ALONG STATE HIGHWAY 17.
 JK0898
 JK0898                          STATION RECOVERY (1959)
 JK0898
 JK0898'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 JK0898'STATION IS 4.5 MILES SOUTH OF MINERAL HOT SPRINGS ALONG STATE
 JK0898'HIGHWAY 17.  245 FEET EAST AND 33 FEET SOUTH OF CROSS ROADS.
 JK0898'15 FEET WEST AND 12 FEET NORTH OF A FENCE CORNER.  IN A CONCRETE
 JK0898'POST PROJECTING 2 INCHES, STANDARD TABLET STAMPED MIRAGE 1935.
 JK0898
 JK0898                          STATION RECOVERY (1967)
 JK0898
 JK0898'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (JCH)
 JK0898'TO REACH FROM MOFFAT, SAGUACHE COUNTY, DRIVE NORTH ON STATE
 JK0898'HIGHWAY NO. 17 7.0 MILES TO A ROAD CROSSING.  250 FT. EAST
 JK0898'OF CROSSING, 40 FT. SOUTH OF E-W ROAD C-L, 8 FT. SOUTH OF A
 JK0898'NEW FENCE, 6 FT. NORTH OF A WHITE WITNESS POST, 18 FT. WEST
 JK0898'AND 14 FT. NORTH OF AN OLD FENCE CORNER, AND ABOUT ONE FT.
 JK0898'UNDERGROUND, THE ORIGINAL STATION MARK STAMPED MIRAGE 1935.
 JK0898'(A TRENCH, MAYBE A SILO, HAD BEEN RECENTLY DUG SW OF THE
 JK0898'STATION, AND THE REMOVED DIRT SPREAD AROUND, THUS COVERING THE
 JK0898'STATION MARK)
 JK0898
 JK0898                          STATION RECOVERY (1967)
 JK0898
 JK0898'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JK0898'RECOVERED AND REDESCRIBED AS FOLLOWS
 JK0898'
 JK0898'TO REACH FROM MOFFAT, SAGUACHE COUNTY, DRIVE N. ON STATE HIGHWAY 17
 JK0898'7.0 MI. TO A RD. CROSSING, 250 FT. E. AND 40 FT. S. OF E-W. RD.
 JK0898'CROSSING, 3 FT. S. OF A NEW FENCE, 6 FT. N. OF A WHITE WITNESS POST,
 JK0898'18 FT. W. AND 14 FT. N. OF AN OLD FENCE CORNER, AND ABOUT 1 FT.
 JK0898'UNDERGROUND.
 JK0898
 JK0898                          STATION RECOVERY (1970)
 JK0898
 JK0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 JK0898'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED
 JK0898'AND FOUND IN GOOD CONDITION.  A STOCK POND WAS DUG IN THE AREA
 JK0898'AND THE MARKS WERE FOUND BURIED.  THE AZIMUTH MARK WAS NOT
 JK0898'RECOVERED AND MAY HAVE BEEN DESTROYED DURING CONSTRUCTION OF
 JK0898'COUNTY HIGHWAY 44.
 JK0898'
 JK0898'THE STATION MARK IS A STANDARD DISK STAMPED, MIRAGE 1935.  IT IS
 JK0898'SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH IS 1 FOOT
 JK0898'BELOW THE GROUND SURFACE.  IT IS 33 FEET SOUTH OF THE CENTER
 JK0898'LINE OF HIGHWAY 44, 22 FEET NORTHWEST OF AN OLD FENCE CORNER,
 JK0898'12 FEET EAST OF THE EAST GATE POST WHICH HAS A WITNESS SIGN
 JK0898'AND 3 FEET SOUTH OF AN EAST-WEST FENCE LINE.
 JK0898'
 JK0898'REFERENCE MARK 1 IS A STANDARD DISK STAMPED, MIRAGE NO 1
 JK0898'1935. IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT WHICH
 JK0898'IS ABOUT FLUSH WITH THE GROUND SURFACE.  IT IS 6 FEET SOUTHWEST
 JK0898'OF A TELEPHONE POLE, 5 FEET WEST OF A TELEPHONE LINE AND A POWER
 JK0898'LINE CROSSING, 4 FEET EAST OF AN OLD GATE POST AND 1 FOOT
 JK0898'SOUTH OF AN EAST-WEST FENCE LINE.
 JK0898'
 JK0898'REFERENCE MARK 2 IS A STANDARD DISK STAMPED, MIRAGE NO 2 1935.
 JK0898'IT IS SET IN THE TOP OF A 12 INCH CONCRETE MONUMENT ALONG THE
 JK0898'EAST SIDE OF THE FILLED AREA.  IT IS 69 FEET SOUTH-SOUTHEAST
 JK0898'OF WITNESS SIGN ON THE GATE POST AND ABOUT 50 FEET EAST OF THE
 JK0898'EAST EDGE OF THE STOCK POND.
 JK0898'
 JK0898'TO REACH THE STATION FROM MINERAL HOT SPRINGS, GO SOUTH ALONG
 JK0898'STATE HIGHWAY 17 FOR 4.5 MILES TO INTERSECTION WITH COUNTY
 JK0898'HIGHWAY 44.  TURN LEFT FOR 0.05 MILE TO THE STATION ON THE
 JK0898'RIGHT NEAR THE STOCK POND.
 JK0898'
 JK0898'HEIGHT OF LIGHT ABOVE STATION MARK 5 FEET.
 JK0898'
 JK0898'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MILES
 JK0898'SOUTH OF MINERAL HOT SPRINGS.
 JK0898
 JK0898                          STATION RECOVERY (1984)
 JK0898
 JK0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0898'11.2 KM (6.95 MI) NORTH FROM MOFFAT.
 JK0898'THE MARK IS 1.0 M BELOW THE ROAD.
 JK0898'11.2 KM (6.95 MI) NORTHERLY ALONG STATE HIGHWAY 17 FROM THE POST
 JK0898'OFFICE IN MOFFAT, 72.0 M (236.2 FT) EAST OF THE CENTERLINE OF THE
 JK0898'HIGHWAY, 10.4 M (34.1 FT) SOUTH OF THE CENTERLINE OF COUNTY ROAD AA,
 JK0898'6.0 M (19.7 FT) EAST OF THE CENTER OF A FIELD ENTRANCE, AND 1.0 M (3.3
 JK0898'FT) SOUTH OF A FENCE.
 JK0898'THE MARK IS 1.3 METERS  S FROM  A WITNESS POST
 JK0898
 JK0898                          STATION RECOVERY (1991)
 JK0898
 JK0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JK0898'STATION IS LOCATED ABOUT 11 KM (6.8 MI) NORTH OF MOFFAT, 10 KM
 JK0898'(6.2 MI) SOUTH OF THE JUNCTION OF US HIGHWAY 285 AND STATE HIGHWAY
 JK0898'17, AT A ROAD JUNCTION, IN FENCED RANGE, IN THE NORTHWEST 1/4 OF
 JK0898'SECTION 6, T 44 N, R 10 E.  OWNERSHIP--MORFITT BROTHERS FARMS, 27650
 JK0898'COUNTY ROAD 61, MOFFAT, CO 81143.  PHONE IS 719-256-4662, OR 4358.
 JK0898'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 17 AND MOFFAT WAY IN
 JK0898'MOFFAT, GO NORTH ON HIGHWAY 17 FOR 7.0 MI (11.3 KM) TO ITS JUNCTION
 JK0898'WITH COUNTY ROAD AA.  TURN RIGHT, EAST, ON GRAVEL ROAD FOR 0.05 MI
 JK0898'(0.08 KM) TO THE STATION ON THE RIGHT.
 JK0898'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST 15 CM
 JK0898'BELOW GROUND IN OPEN HOLE.  IT IS 10.6 M (34.8 FT) SOUTH OF, AND 1 M
 JK0898'(3.3 FT) LOWER THAN THE ROAD CENTER, 3.8 M (12.5 FT) EAST-SOUTHEAST
 JK0898'OF A FIELD ENTRANCE GATEPOST, 1.2 M (3.9 FT) SOUTH OF A FIBERGLASS
 JK0898'WITNESS POST IN THE FENCELINE, 22.8 M (74.8 FT) EAST-NORTHEAST OF A
 JK0898'UTILITY POLE, 7.2 M (23.6 FT) NORTHWEST OF AN OLD RAILROAD TIE
 JK0898'FENCEPOST AND 74 M (242.8 FT) EAST OF THE HIGHWAY CENTER.
 JK0898'DESCRIBED BY G.R.HEID
 JK0898
 JK0898                          STATION RECOVERY (1999)
 JK0898
 JK0898'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 JK0898'RECOVERED AS DESCRIBED.
 JK0898
 JK0898                          STATION RECOVERY (2000)
 JK0898
 JK0898'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2000 (RSC)
 JK0898'RECOVERED AS DESCRIBED.
 JK0898
 JK0898                          STATION RECOVERY (2002)
 JK0898
 JK0898'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2002 (KCH)
 JK0898'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2002 (KCH)
 JK0898'RECOVERED AS DESCRIBED.
 JK0898'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0574 ***********************************************************************
 HK0574  DESIGNATION -  MISHAK
 HK0574  PID         -  HK0574
 HK0574  STATE/COUNTY-  CO/SAGUACHE
 HK0574  USGS QUAD   -  MOFFAT SOUTH (1968)
 HK0574
 HK0574                         *CURRENT SURVEY CONTROL
 HK0574  ___________________________________________________________________
 HK0574* NAD 83(1992)-  37 57 56.96714(N)    105 58 57.98969(W)     ADJUSTED  
 HK0574* NAVD 88     -      2304.     (meters)    7559.     (feet)  SCALED    
 HK0574  ___________________________________________________________________
 HK0574  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 HK0574  GEOID HEIGHT-         -15.75  (meters)                     GEOID03
 HK0574
 HK0574  HORZ ORDER  -  THIRD
 HK0574
 HK0574.The horizontal coordinates were established by classical geodetic methods
 HK0574.and adjusted by the National Geodetic Survey in January 1993..
 HK0574
 HK0574.The orthometric height was scaled from a topographic map.
 HK0574
 HK0574.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0574
 HK0574.The geoid height was determined by GEOID03.
 HK0574
 HK0574;                    North         East     Units Scale Factor Converg.
 HK0574;SPC CO S     -   449,096.435   871,981.243   MT  0.99994803   -0 17 46.0
 HK0574;SPC CO S     - 1,473,410.55  2,860,825.13   sFT  0.99994803   -0 17 46.0
 HK0574;UTM  13      - 4,202,478.644   413,673.921   MT  0.99969178   -0 36 16.7
 HK0574
 HK0574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0574!SPC CO S     -   0.99964103  x   0.99994803  =   0.99958908
 HK0574!UTM  13      -   0.99964103  x   0.99969178  =   0.99933292
 HK0574
 HK0574                          SUPERSEDED SURVEY CONTROL
 HK0574
 HK0574  NAD 83(1986)-  37 57 56.96148(N)    105 58 58.00512(W) AD(       ) 3
 HK0574
 HK0574.Superseded values are not recommended for survey control.
 HK0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0574.See file dsdata.txt to determine how the superseded data were derived.
 HK0574
 HK0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC1367402479(NAD 83)
 HK0574_MARKER: DD = SURVEY DISK
 HK0574_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 HK0574_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 HK0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0574+STABILITY: SURFACE MOTION
 HK0574
 HK0574  HISTORY     - Date     Condition        Report By
 HK0574  HISTORY     - 1936     MONUMENTED       USGS
 HK0574
 HK0574                          STATION DESCRIPTION
 HK0574
 HK0574'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 HK0574'STATION IS 2.5 MI. S. AND 4 MI. W. OF MOFFAT, COLORADO, AND LIES NEAR
 HK0574'THE NE. CORNER OF SEC. 21, T 43 N, R 9 E, FROM THE JUNCTION OF
 HK0574'COLORADO HIGHWAY 17 AND THE CRESTONE ROAD (0.5 MI. S. OF MOFFAT),
 HK0574'DRIVE W. 5 MI., THENCE S. 2 MI. ON THE RD. TO MISHAK LAKES, THENCE E.
 HK0574'0.8 MI. TO AN ABANDONED HOUSE IN A GROVE OF TREES.  STATION IS ON
 HK0574'FLAT GROUND 500 FT. E. OF HOUSE.
 HK0574'
 HK0574'STATION MARK--A STANDARD BRONZE TABLET IN THE TOP OF A 3 FT. CONCRETE
 HK0574'POST SET 2.7 FT. IN GROUND.  TABLET IS STAMPED---MISHAK 1936---.
 HK0574'
 HK0574'REFERENCE MARK NO. 1--A STANDARD BRONZE REFERENCE TABLET IN THE TOP
 HK0574'OF A 3 FT. CONCRETE POST SET 2.9 FT. IN GROUND, 49.05 FT. FROM
 HK0574'STATION MARK, N 23 DEG 25 MIN W.
 HK0574'
 HK0574'REFERENCE MARK NO. 2--A STANDARD BRONZE REFERENCE TABLET IN THE TOP
 HK0574'OF A 3 FT. CONCRETE POST SET 2.7 FT. IN GROUND, 48.77 FT. FROM
 HK0574'STATION MARK, N 65 DEG 58 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0524 ***********************************************************************
 LN0524  DESIGNATION -  MISS
 LN0524  PID         -  LN0524
 LN0524  STATE/COUNTY-  CO/MOFFAT
 LN0524  USGS QUAD   -  SEVENMILE DRAW (1986)
 LN0524
 LN0524                         *CURRENT SURVEY CONTROL
 LN0524  ___________________________________________________________________
 LN0524* NAD 83(1992)-  40 38 32.32517(N)    108 19 54.00087(W)     ADJUSTED  
 LN0524* NAVD 88     -      1990.98   (+/-2cm)    6532.1    (feet)  VERTCON   
 LN0524  ___________________________________________________________________
 LN0524  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 LN0524  GEOID HEIGHT-         -16.21  (meters)                     GEOID03
 LN0524
 LN0524  HORZ ORDER  -  THIRD
 LN0524  VERT ORDER  -  THIRD ? (See Below)
 LN0524
 LN0524.The horizontal coordinates were established by classical geodetic methods
 LN0524.and adjusted by the National Geodetic Survey in January 1997..
 LN0524
 LN0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0524.The vertical order pertains to the NGVD 29 superseded value.
 LN0524
 LN0524.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0524
 LN0524.The geoid height was determined by GEOID03.
 LN0524
 LN0524;                    North         East     Units Scale Factor Converg.
 LN0524;SPC CO N     -   453,964.737   674,921.188   MT  0.99998016   -1 49 46.7
 LN0524;SPC CO N     - 1,489,382.64  2,214,303.93   sFT  0.99998016   -1 49 46.7
 LN0524;UTM  12      - 4,502,475.038   725,632.191   MT  1.00022668   +1 44 19.4
 LN0524
 LN0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0524!SPC CO N     -   0.99969032  x   0.99998016  =   0.99967049
 LN0524!UTM  12      -   0.99969032  x   1.00022668  =   0.99991693
 LN0524
 LN0524:                Primary Azimuth Mark                     Grid Az
 LN0524:SPC CO N     -  GODIVA                                   109 27 33.9
 LN0524:UTM  12      -  GODIVA                                   105 53 27.8
 LN0524
 LN0524|---------------------------------------------------------------------|
 LN0524| PID    Reference Object                     Distance      Geod. Az  |
 LN0524|                                                           dddmmss.s |
 LN0524| LN0522 GODIVA                              APPROX.10.3 KM 1073747.2 |
 LN0524|---------------------------------------------------------------------|
 LN0524
 LN0524                          SUPERSEDED SURVEY CONTROL
 LN0524
 LN0524  NAD 83(1992)-  40 38 32.32481(N)    108 19 54.00021(W) AD(       ) 3
 LN0524  NAD 83(1986)-  40 38 32.32218(N)    108 19 53.99799(W) AD(       ) 3
 LN0524  NAD 27      -  40 38 32.43781(N)    108 19 51.65765(W) AD(       ) 3
 LN0524  NGVD 29 (07/19/86) 1989.68   (m)         6527.8    (f) LEVELING    3  
 LN0524
 LN0524.Superseded values are not recommended for survey control.
 LN0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0524.See file dsdata.txt to determine how the superseded data were derived.
 LN0524
 LN0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TYL2563202475(NAD 83)
 LN0524_MARKER: DD = SURVEY DISK
 LN0524_SETTING: 0 = UNSPECIFIED SETTING
 LN0524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LN0524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0524+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2004
 LN0524
 LN0524  HISTORY     - Date     Condition        Report By
 LN0524  HISTORY     - 1955     MONUMENTED       USGS
 LN0524  HISTORY     - 20041101 GOOD             INDIV
 LN0524
 LN0524                          STATION DESCRIPTION
 LN0524
 LN0524'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 LN0524'STATION LOCATED ON SMALL BARE TOP ON N. SIDE OF LITTLE SNAKE RIVER,
 LN0524'ABOUT 9 MI. (AIRLINE) NW. OF SUNBEAM SCHOOL, ABOUT 2.5 MI. N. OF
 LN0524'2-BAR RANCH.
 LN0524'
 LN0524'TO REACH STATION FROM SUNBEAM SCHOOL, DRIVE NW. ON COUNTY ROAD 318
 LN0524'1.5 MI. TO JUNCTION OF COUNTY ROADS 318 AND 10.  TAKE RIGHT FORK
 LN0524'(COUNTY ROAD 318) AND CONTINUE 6.9 MI. TO BRIDGE OVER LITTLE SNAKE
 LN0524'RIVER.  AFTER CROSSING BRIDGE TURN SHARP RIGHT, CONTINUE ON MAIN
 LN0524'TRAVELED RD. UP RIVER, THEN N. UP INTO SAND HILLS 4.2 MI. TO DIM RD.
 LN0524'W. AT TOP OF HILL BEFORE DROPPING DOWN TO HAY BARN ABOUT 1.0 MI. TO
 LN0524'N.  TURN LEFT (W.) AND FOLLOW DIM RD. 0.2 MI. TO TOP AND STATION.
 LN0524'
 LN0524'STATION MARK--STANDARD ALUMINUM TABLET SET IN CONCRETE POST PROJECTING
 LN0524'ABOUT 0.3 FT. ABOVE GROUND, STAMPED ---MISS 1955---.
 LN0524'
 LN0524'REFERENCE MARK--A COPPER ROD DRIVEN IN GROUND, 219.12 FT. FROM
 LN0524'STATION, N 81 DEG 40 MIN W.
 LN0524
 LN0524                          STATION RECOVERY (2004)
 LN0524
 LN0524'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MH)
 LN0524'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0882 ***********************************************************************
 JL0882  DESIGNATION -  MISSOURI MTN
 JL0882  PID         -  JL0882
 JL0882  STATE/COUNTY-  CO/CHAFFEE
 JL0882  USGS QUAD   -  WINFIELD (1982)
 JL0882
 JL0882                         *CURRENT SURVEY CONTROL
 JL0882  ___________________________________________________________________
 JL0882* NAD 83(1992)-  38 56 51.23306(N)    106 22 42.59335(W)     ADJUSTED  
 JL0882* NAVD 88     -      4289.8    (meters)   14074.     (feet)  VERTCON   
 JL0882  ___________________________________________________________________
 JL0882  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 JL0882  GEOID HEIGHT-         -13.54  (meters)                     GEOID03
 JL0882
 JL0882  HORZ ORDER  -  THIRD
 JL0882
 JL0882.The horizontal coordinates were established by classical geodetic methods
 JL0882.and adjusted by the National Geodetic Survey in January 1993..
 JL0882
 JL0882.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0882
 JL0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0882
 JL0882.The geoid height was determined by GEOID03.
 JL0882
 JL0882;                    North         East     Units Scale Factor Converg.
 JL0882;SPC CO C     -   428,856.263   838,250.352   MT  0.99993948   -0 33 14.6
 JL0882;SPC CO C     - 1,407,005.92  2,750,159.70   sFT  0.99993948   -0 33 14.6
 JL0882;UTM  13      - 4,311,861.238   380,542.931   MT  0.99977571   -0 51 59.9
 JL0882
 JL0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0882!SPC CO C     -   0.99932951  x   0.99993948  =   0.99926904
 JL0882!UTM  13      -   0.99932951  x   0.99977571  =   0.99910537
 JL0882
 JL0882                          SUPERSEDED SURVEY CONTROL
 JL0882
 JL0882  NAD 83(1986)-  38 56 51.22836(N)    106 22 42.59712(W) AD(       ) 3
 JL0882  NGVD 29 (12/18/91) 4287.7    (m)        14067.     (f) VERT ANG       
 JL0882
 JL0882.Superseded values are not recommended for survey control.
 JL0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0882.See file dsdata.txt to determine how the superseded data were derived.
 JL0882
 JL0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD8054311861(NAD 83)
 JL0882_MARKER: DD = SURVEY DISK
 JL0882_SETTING: 80 = SET IN A BOULDER
 JL0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0882+STABILITY: SURFACE MOTION
 JL0882
 JL0882  HISTORY     - Date     Condition        Report By
 JL0882  HISTORY     - 1955     MONUMENTED       USGS
 JL0882
 JL0882                          STATION DESCRIPTION
 JL0882
 JL0882'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 JL0882'LOCATED ABOUT 3.5 MI. DUE S. OF VICKSBURG, AT THE HEAD OF MISSOURI
 JL0882'GULCH, AT HIGHEST POINT.
 JL0882'
 JL0882'TO REACH FROM BUENA VISTA, GO 12.9 MI. NW. ALONG U.S. HIGHWAY 24 TO
 JL0882'JUNCTION WITH DIRT RD. W.  TURN LEFT, PROCEEDING 0.4 MI. ALONG DIRT
 JL0882'RD. TO RD. FORK.  TAKE LEFT FORK AND PROCEED 1.3 MI. TO END OF TRUCK
 JL0882'TRAVEL.  FOLLOW PINE CREEK TRAIL SOUTHWESTERLY APPROXIMATELY 12 MI.
 JL0882'TO HEAD OF MISSOURI BASIN, THENCE CLIMB TO SECOND SADDLE W. OF E.
 JL0882'SIDE OF BASIN.  FROM SADDLE GO NORTHEASTERLY ALONG RIDGE TO HIGHEST
 JL0882'POINT AND STATION.  ABOUT 1 HOUR AND 10 MINUTE PACK FROM BASIN.
 JL0882'
 JL0882'STATION MARK--STANDARD TABLET STAMPED---MISSOURI MTN. 1955---,
 JL0882'CEMENTED IN GRANITE BOULDER.
 JL0882'
 JL0882'REFERENCE MARK NO. 1--EXTREME POINT OF WHITE ROCK OUTCROP, 41.91 FT.
 JL0882'WESTERLY ALONG TOP OF RIDGE LINE FROM STATION MARK,
 JL0882'N 27 DEG 57 MIN E.
 JL0882'
 JL0882'REFERENCE MARK NO. 2--E. CORNER OF THE RECTANGULAR SURFACE OF A
 JL0882'GRANITE BOULDER, APPROXIMATELY 3 FT. HIGH AND 1-1/2 X 1-1/2 FT. AT
 JL0882'BASE, 18.41 FT. FROM STATION, N 65 DEG 26 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1287 ***********************************************************************
 JK1287  DESIGNATION -  MITCHELL
 JK1287  PID         -  JK1287
 JK1287  STATE/COUNTY-  CO/CUSTER
 JK1287  USGS QUAD   -  WESTCLIFFE (1955)
 JK1287
 JK1287                         *CURRENT SURVEY CONTROL
 JK1287  ___________________________________________________________________
 JK1287* NAD 83(1992)-  38 14 11.94578(N)    105 26 53.71968(W)     ADJUSTED  
 JK1287* NAVD 88     -      2573.6    (meters)    8444.     (feet)  VERTCON   
 JK1287  ___________________________________________________________________
 JK1287  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 JK1287  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 JK1287
 JK1287  HORZ ORDER  -  THIRD
 JK1287
 JK1287.The horizontal coordinates were established by classical geodetic methods
 JK1287.and adjusted by the National Geodetic Survey in January 1993..
 JK1287
 JK1287.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1287
 JK1287.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1287
 JK1287.The geoid height was determined by GEOID03.
 JK1287
 JK1287;                    North         East     Units Scale Factor Converg.
 JK1287;SPC CO S     -   479,048.186   918,931.899   MT  0.99997001   +0 01 54.3
 JK1287;SPC CO S     - 1,571,677.26  3,014,862.41   sFT  0.99997001   +0 01 54.3
 JK1287;UTM  13      - 4,232,167.513   460,771.080   MT  0.99961895   -0 16 38.8
 JK1287
 JK1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1287!SPC CO S     -   0.99959869  x   0.99997001  =   0.99956871
 JK1287!UTM  13      -   0.99959869  x   0.99961895  =   0.99921780
 JK1287
 JK1287:                Primary Azimuth Mark                     Grid Az
 JK1287:SPC CO S     -  GEM                                      300 40 11.2
 JK1287:UTM  13      -  GEM                                      300 58 44.3
 JK1287
 JK1287|---------------------------------------------------------------------|
 JK1287| PID    Reference Object                     Distance      Geod. Az  |
 JK1287|                                                           dddmmss.s |
 JK1287| JK1293 GEM                                 APPROX.10.5 KM 3004205.5 |
 JK1287|---------------------------------------------------------------------|
 JK1287
 JK1287                          SUPERSEDED SURVEY CONTROL
 JK1287
 JK1287  NAD 83(1986)-  38 14 11.93495(N)    105 26 53.72076(W) AD(       ) 3
 JK1287  NAD 27      -  38 14 11.92373(N)    105 26 51.68082(W) AD(       ) 3
 JK1287  NGVD 29 (07/19/86) 2572.4    (m)         8440.     (f) VERT ANG       
 JK1287
 JK1287.Superseded values are not recommended for survey control.
 JK1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1287.See file dsdata.txt to determine how the superseded data were derived.
 JK1287
 JK1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC6077132168(NAD 83)
 JK1287
 JK1287  HISTORY     - Date     Condition        Report By
 JK1287  HISTORY     - 1951     MONUMENTED       USGS
 JK1287  HISTORY     - 1957     GOOD             USGS
 JK1287  HISTORY     - 1961     GOOD             USGS
 JK1287
 JK1287                          STATION DESCRIPTION
 JK1287
 JK1287'DESCRIBED BY US GEOLOGICAL SURVEY 1957
 JK1287'LOCATED ABOUT 14.0 MI. (AIRLINE) N. OF WESTCLIFFE, ABOUT 4.0 MI. N.
 JK1287'OF DEWEESE RESERVOIR, ON THE MIDDLE AND HIGHEST OF THREE ROCKY
 JK1287'PROMINENT HILLS, KNOWN AS MITCHELL MOUNTAIN.
 JK1287'
 JK1287'TO REACH STATION FROM WESTCLIFFE, PROCEED NW. ON STATE HIGHWAY 69.
 JK1287'FOLLOW THE HIGHWAY FOR 3.7 MI. TO CROSSROADS WHERE STATE HIGHWAY 69
 JK1287'MAKES A RIGHT ANGLE TURN TO THE W.  GO N. ON GRAVEL RD. FOR 1.5 MI.,
 JK1287'TURN RIGHT (E.) OVER CATTLEGUARD AND FOLLOW MAIN TRAVELED WINDING
 JK1287'RD. FOR 2.4 MI. TO Y-FORK.  TAKE LEFT FORK AND GO 0.6 MI. TO SIDE RD.
 JK1287'TO LEFT, TURN HALF LEFT THROUGH GATE AND FOLLOW WINDING RD. FOR 0.4
 JK1287'MI. TO Y-FORK.  TAKE LEFT FORK AND GO 0.1 MI. TO CROSSROADS.  TURN
 JK1287'LEFT ALONG RIDGE FOLLOWING LITTLE USED RD. AND GO IN GENERAL N.
 JK1287'DIRECTION TOWARDS CENTRAL AND HIGHEST ROCKY HILL (STATION SITE) FOR
 JK1287'1.3 MI. TO RD. FORK.  PROCEED NE. ACROSS COUNTRY FOR ABOUT 0.2 MI.
 JK1287'TO BASE OF HILL.  END OF TRUCK TRAVEL.  PACK NE. TO TOP OF HILL AND
 JK1287'STATION.  A 20 MINUTE PACK.
 JK1287'
 JK1287'RECOVERED BY HELICOPTER.
 JK1287'
 JK1287'STATION MARK--STANDARD USGS TRIANGULATION TABLET, STAMPED ---MITCHELL
 JK1287'1951---, CEMENTED IN SOLID ROCK OUTCROP, ON HIGHEST POINT OF MAIN TOP,
 JK1287'AND N. OF ROCKY KNOB, WHICH IS SLIGHTLY HIGHER.
 JK1287'
 JK1287'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---MITCHELL
 JK1287'1951 1---, CEMENTED IN DRILL HOLE IN EMBEDDED ROCK, AT DISTANCE OF
 JK1287'19.92 FT., S 41 DEG 02 MIN W.
 JK1287'
 JK1287'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---MITCHELL
 JK1287'1951 2---, CEMENTED IN DRILL HOLE IN EMBEDDED ROCK, AT DISTANCE OF
 JK1287'18.13 FT., N 46 DEG 50 MIN W.
 JK1287
 JK1287                          STATION RECOVERY (1961)
 JK1287
 JK1287'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 JK1287'LOCATED ABOUT 14.0 MI. (AIRLINE) N. OF WESTCLIFFE, ABOUT 4.0 MI. N.
 JK1287'OF DE WEESE RESERVOIR, ON THE MIDDLE AND HIGHEST OF THREE ROCKY
 JK1287'PROMINENT HILLS, KNOWN AS MITCHELL MOUNTAIN.
 JK1287'
 JK1287'TO REACH STATION FROM WESTCLIFFE, PROCEED NW. ON STATE HIGHWAY 69,
 JK1287'FOLLOW THE HIGHWAY FOR 3.7 MI. TO CROSSROADS WHERE STATE HIGHWAY 69
 JK1287'MAKES A RIGHT ANGLE TURN TO THE W.  GO N. ON GRAVEL RD. FOR 1.5 MI.
 JK1287'TURN RIGHT (E.) OVER CATTLEGUARD AND FOLLOW MAIN TRAVELED WINDING RD.
 JK1287'FOR 2.4 MI. TO Y-FORK.  TAKE LEFT FORK AND GO 0.6 MI. TO SIDE RD. TO
 JK1287'LEFT.  TURN HALF LEFT THROUGH GATE AND FOLLOW WINDING RD. FOR 0.4 MI.
 JK1287'TO Y-FORK.  TAKE LEFT FORK AND GO 0.1 MI. TO CROSSROADS.  TURN LEFT
 JK1287'ALONG RIDGE FOLLOWING LITTLE USED RD. AND GO IN GENERAL N. DIRECTION
 JK1287'TOWARDS CENTRAL AND HIGHEST ROCKY HILL (STATION SITE) FOR 1.3 MI. TO
 JK1287'RD. FORK.  PROCEED NE. ACROSS COUNTRY FOR ABOUT 0.2 MI. TO BASE OF
 JK1287'HILL.  END OF TRUCK TRAVEL.  PACK NE. TO TOP OF HILL AND STATION.
 JK1287'A 20 MINUTE PACK.
 JK1287'
 JK1287'STATION MARK--STANDARD USGS TRIANGULATION TABLET, STAMPED --- MITCHELL
 JK1287'1951---, CEMENTED IN SOLID ROCK OUTCROP, ON HIGHEST POINT OF MAIN TOP
 JK1287'AND N. OF ROCKY KNOB, WHICH IS SLIGHTLY HIGHER.
 JK1287'
 JK1287'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, STAMPED ---MITCHELL
 JK1287'1951 1---, CEMENTED IN DRILL HOLE IN EMBEDDED ROCK, AT DISTANCE OF
 JK1287'19.92 FT., S 41 DEG 02 MIN W.
 JK1287'
 JK1287'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, STAMPED ---MITCHELL
 JK1287'1951 2---, CEMENTED IN DRILL HOLE IN EMBEDDED ROCK, AT DISTANCE OF
 JK1287'18.13 FT., N 46 DEG 50 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK2101 ***********************************************************************
 KK2101  CBN         -  This is a Cooperative Base Network Control Station.
 KK2101  DESIGNATION -  MITCHELL
 KK2101  PID         -  KK2101
 KK2101  STATE/COUNTY-  CO/DOUGLAS
 KK2101  USGS QUAD   -  SEDALIA (1994)
 KK2101
 KK2101                         *CURRENT SURVEY CONTROL
 KK2101  ___________________________________________________________________
 KK2101* NAD 83(1992)-  39 26 40.42867(N)    104 58 30.41385(W)     ADJUSTED  
 KK2101* NAVD 88     -      1776.820  (meters)    5829.45   (feet)  ADJUSTED  
 KK2101  ___________________________________________________________________
 KK2101  X           -  -1,274,808.191 (meters)                     COMP
 KK2101  Y           -  -4,765,927.841 (meters)                     COMP
 KK2101  Z           -   4,031,670.786 (meters)                     COMP
 KK2101  LAPLACE CORR-          -8.86  (seconds)                    DEFLEC99
 KK2101  ELLIP HEIGHT-        1760.28  (meters)          (10/21/02) GPS OBS
 KK2101  GEOID HEIGHT-         -16.51  (meters)                     GEOID03
 KK2101  DYNAMIC HT  -        1775.016 (meters)    5823.53  (feet)  COMP
 KK2101  MODELED GRAV-     979,548.8   (mgal)                       NAVD 88
 KK2101
 KK2101  HORZ ORDER  -  B
 KK2101  VERT ORDER  -  FIRST     CLASS II
 KK2101  ELLP ORDER  -  FOURTH    CLASS II
 KK2101
 KK2101.The horizontal coordinates were established by GPS observations
 KK2101.and adjusted by the National Geodetic Survey in May 1992..
 KK2101
 KK2101.The orthometric height was determined by differential leveling
 KK2101.and adjusted by the National Geodetic Survey in August 2004..
 KK2101.WARNING-GPS observations at this control monument resulted in a GPS
 KK2101.derived orthometric height which differed from the leveled height by
 KK2101.more than one decimeter (0.1 meter).
 KK2101
 KK2101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK2101
 KK2101.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK2101
 KK2101.The ellipsoidal height was determined by GPS observations
 KK2101.and is referenced to NAD 83.
 KK2101
 KK2101.The geoid height was determined by GEOID03.
 KK2101
 KK2101.The dynamic height is computed by dividing the NAVD 88
 KK2101.geopotential number by the normal gravity value computed on the
 KK2101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK2101.degrees latitude (g = 980.6199 gals.).
 KK2101
 KK2101.The modeled gravity was interpolated from observed gravity values.
 KK2101
 KK2101;                    North         East     Units Scale Factor Converg.
 KK2101;SPC CO C     -   483,791.715   959,582.493   MT  0.99995384   +0 19 51.7
 KK2101;SPC CO C     - 1,587,239.98  3,148,230.23   sFT  0.99995384   +0 19 51.7
 KK2101;UTM  13      - 4,366,112.457   502,141.290   MT  0.99960006   +0 00 56.9
 KK2101
 KK2101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK2101!SPC CO C     -   0.99972391  x   0.99995384  =   0.99967776
 KK2101!UTM  13      -   0.99972391  x   0.99960006  =   0.99932408
 KK2101
 KK2101                          SUPERSEDED SURVEY CONTROL
 KK2101
 KK2101  NAD 83(1986)-  39 26 40.42231(N)    104 58 30.41357(W) AD(       ) 3
 KK2101  ELLIP H (05/26/92) 1760.32   (m)                       GP(       ) 4 1
 KK2101  NAVD 88 (06/08/05) 1776.82   (m)         5829.5    (f) LEVELING    3  
 KK2101  NGVD 29 (06/11/92) 1775.7    (m)         5826.     (f) GPS OBS        
 KK2101
 KK2101.Superseded values are not recommended for survey control.
 KK2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK2101.See file dsdata.txt to determine how the superseded data were derived.
 KK2101
 KK2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED0214166112(NAD 83)
 KK2101_MARKER: I = METAL ROD
 KK2101_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 KK2101_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 KK2101_STAMPING: MITCHELL 1991
 KK2101_MARK LOGO: NGS   
 KK2101_PROJECTION: RECESSED 10 CENTIMETERS
 KK2101_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK2101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK2101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK2101+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2005
 KK2101_ROD/PIPE-DEPTH: 24.8 meters
 KK2101_SLEEVE-DEPTH  : 1.0 meters
 KK2101
 KK2101  HISTORY     - Date     Condition        Report By
 KK2101  HISTORY     - 1991     MONUMENTED       NGS
 KK2101  HISTORY     - 19921204 GOOD             CODOT
 KK2101  HISTORY     - 19940307 GOOD             MSAM
 KK2101  HISTORY     - 20021128 GOOD             CODOT
 KK2101  HISTORY     - 20050516 GOOD             WSSUR
 KK2101
 KK2101                          STATION DESCRIPTION
 KK2101
 KK2101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 KK2101'STATION IS LOCATED ABOUT 1.5 KM (0.9 MI) NORTHWEST OF SEDALIA, ALONG A
 KK2101'GRAVEL ROAD, ALONG THE SOUTH EDGE OF, AND INSIDE THE FENCED COUNTY
 KK2101'WASTE DISPOSAL SITE, IN THE NORTHWEST 1/4 OF SECTION 14, T 7 S, R 68
 KK2101'W.  OWNERSHIP--DOUGLAS COUNTY MAPPING DIVISION, 301 WILCOX, CASTLE
 KK2101'ROCK, CO 80104.  PHONE IS 303-660-7450, EXTENSION 4260.
 KK2101'TO REACH FROM THE JUNCTION OF US HIGHWAY 85 AND STATE HIGHWAY 67 IN
 KK2101'SEDALIA, GO SOUTHWEST ON HIGHWAY 67 FOR 0.05 MI (0.08 KM) TO A CROSS
 KK2101'STREET.  TURN RIGHT, WESTERLY, ON PLATTE AVENUE FOR 0.4 MI (0.6 KM)
 KK2101'TO A REVERSE FORK NEAR PAVEMENT END.  CONTINUE AHEAD ON GRAVEL ROAD
 KK2101'(ROAD 18) FOR 0.4 MI (0.6 KM) TO THE GATE ON THE LEFT AT THE DISPOSAL
 KK2101'SITE. TURN LEFT THROUGH LOCKED GATE, THEN LEFT, SOUTHERLY, FOR 0.05
 KK2101'MI (0.08 KM) TO THE SOUTH FENCE AND THE STATION.
 KK2101'STATION MARK IS A PUNCH HOLE TOP CENTER IN A STEEL ROAD ENCASED IN A
 KK2101'PVC PIPE WITH LOGO CAP SET IN A 0.5 M (1.6 FT) CONCRETE POST FLUSH
 KK2101'WITH THE GROUND.  IT IS 16.0 M (52.5 FT) WEST OF THE SOUTHEAST CORNER
 KK2101'OF THE SITE, 2.4 M (7.9 FT) NORTH OF THE SOUTH PERIMETER FENCE, 24.8
 KK2101'M (81.4 FT) SOUTHWEST OF A UTILITY POLE WITH TRANSFORMERS (OUTSIDE OF
 KK2101'FENCE), 32.1 M (105.3 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 KK2101'CONCRETE FORM FOR A DUMPSTER CHUTE, 1.0 M (3.3 FT) WEST OF A
 KK2101'FIBERGLASS WITNESS POST AND 1.0 M (3.3 FT) EAST OF A FIBERGLASS
 KK2101'WITNESS POST.
 KK2101'DESCRIBED BY G.R.HEID
 KK2101
 KK2101                          STATION RECOVERY (1992)
 KK2101
 KK2101'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1992
 KK2101'RECOVERED IN GOOD CONDITION.
 KK2101
 KK2101                          STATION RECOVERY (1994)
 KK2101
 KK2101'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1994 (KCH)
 KK2101'RECOVERED AS DESCRIBED.
 KK2101
 KK2101                          STATION RECOVERY (2002)
 KK2101
 KK2101'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2002 (DBB)
 KK2101'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION (2002)
 KK2101' 
 KK2101'RECOVERED IN GOOD CONDITION.
 KK2101' 
 KK2101'STATION IS ABOUT 1.4KM (0.9 MILES) NORTHWESTERLY OF SEDALIA, CO AND
 KK2101'3.7KM (2.3 MILES) SOUTHEASTERLY OF LOUVIERS, CO, INSIDE THE WASTE
 KK2101'DISPOSAL SITE, ON THE PROPERTY OWNED BY DOUGLAS COUNTY, CO. THE
 KK2101'STATION IS 25M (82 FEET) WESTERLY OF THE CENTERLINE OF PETERSON ROAD,
 KK2101'ON TOP OF HILL, AND ON THE SOUTHERLY END OF THE WASTE DISPOSAL SITE.
 KK2101' 
 KK2101'TO REACH THE STATION FROM THE WEST DOUGLAS COUNTY FIRE STATION NUMBER
 KK2101'4 AND SEDALIA HISTORIC FIRE HOUSE, 4037 PLATTE AVENUE, IN SEDALIA, CO,
 KK2101'GO WESTERLY 0.5KM (0.3 MILES) TO THE Y-JUNCTION OF PLATTE AVE, PLUM
 KK2101'AVE, AND PETERSON ROAD, TURN RIGHT AND GO NORTHWESTERLY 0.8KM (0.5
 KK2101'MILES) TO WASTE DISPOSAL SITE ENTRANCE ON THE LEFT.  GATE IS LOCKED
 KK2101'EXCEPT DURING HOURS OF OPERATION. ENTER WASTE DISPOSAL SITE AND GO
 KK2101'0.08KM (0.05 MILES) SOUTHERLY TO THE STATION.
 KK2101' 
 KK2101'THE STATION IS A PUNCH HOLE IN THE TOP CENTER OF A STAINLESS STEEL
 KK2101'ROD, RECESSED 10 CM INSIDE A NGS 5-INCH LOGO CAP SURROUNDED BY
 KK2101'CONCRETE.  CAP AND CONCRETE ARE FLUSH WITH GROUND. THE MARK IS  2.5
 KK2101'METERS (7.5 FEET), NORTHERLY OF EAST-WEST FENCE LINE, 1.0M (3.2 FEET)
 KK2101'WESTERLY OF NOAA CARSONITE WITNESS POST AND 1.0M (3.2 FEET) EASTERLY
 KK2101'OF NOAA CARSONITE WITNESS POST.
 KK2101' 
 KK2101'
 KK2101
 KK2101                          STATION RECOVERY (2005)
 KK2101
 KK2101'RECOVERY NOTE BY WESTERN STATES SURVEYING INCORPORATED 2005 (RJD)
 KK2101'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0639 ***********************************************************************
 LK0639  DESIGNATION -  MJB 1
 LK0639  PID         -  LK0639
 LK0639  STATE/COUNTY-  CO/LOGAN
 LK0639  USGS QUAD   -  WILLARD (1951)
 LK0639
 LK0639                         *CURRENT SURVEY CONTROL
 LK0639  ___________________________________________________________________
 LK0639* NAD 83(1992)-  40 37 07.55012(N)    103 29 28.62159(W)     ADJUSTED  
 LK0639* NAVD 88     -      1361.     (meters)    4465.     (feet)  SCALED    
 LK0639  ___________________________________________________________________
 LK0639  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 LK0639  GEOID HEIGHT-         -19.34  (meters)                     GEOID03
 LK0639
 LK0639  HORZ ORDER  -  THIRD
 LK0639
 LK0639.The horizontal coordinates were established by classical geodetic methods
 LK0639.and adjusted by the National Geodetic Survey in January 1993..
 LK0639
 LK0639.The orthometric height was scaled from a topographic map.
 LK0639
 LK0639.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0639
 LK0639.The geoid height was determined by GEOID03.
 LK0639
 LK0639;                    North         East     Units Scale Factor Converg.
 LK0639;SPC CO N     -   449,450.832 1,084,357.196   MT  0.99997743   +1 17 52.4
 LK0639;SPC CO N     - 1,474,573.27  3,557,595.23   sFT  0.99997743   +1 17 52.4
 LK0639;UTM  13      - 4,497,531.626   627,615.904   MT  0.99980046   +0 58 56.4
 LK0639
 LK0639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0639!SPC CO N     -   0.99978964  x   0.99997743  =   0.99976708
 LK0639!UTM  13      -   0.99978964  x   0.99980046  =   0.99959015
 LK0639
 LK0639                          SUPERSEDED SURVEY CONTROL
 LK0639
 LK0639  NAD 83(1986)-  40 37 07.54157(N)    103 29 28.61999(W) AD(       ) 3
 LK0639  NAD 27      -  40 37 07.60350(N)    103 29 26.84550(W) AD(       ) 3
 LK0639
 LK0639.Superseded values are not recommended for survey control.
 LK0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0639.See file dsdata.txt to determine how the superseded data were derived.
 LK0639
 LK0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE2761697532(NAD 83)
 LK0639_MARKER: DD = SURVEY DISK
 LK0639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0639
 LK0639  HISTORY     - Date     Condition        Report By
 LK0639  HISTORY     - 1948     MONUMENTED       USGS
 LK0639  HISTORY     - 1963     GOOD             USGS
 LK0639  HISTORY     - 1974     GOOD             USGS
 LK0639  HISTORY     - 1976     GOOD             NGS
 LK0639
 LK0639                          STATION DESCRIPTION
 LK0639
 LK0639'DESCRIBED BY US GEOLOGICAL SURVEY 1963 (BMK)
 LK0639'THE STATION IS LOCATED ABOUT 15-1/2 MILES WEST OF STERLING,
 LK0639'4-1/2 MILES NORTH OF WILLARD, IN THE NE 1/4 OF SEC. 35 T8N
 LK0639'R55W, AND ON THE HIGHEST POINT OF A LOW KNOLL IN PASTURE
 LK0639'LAND OWNED BY MR. EARL M. WALTER.
 LK0639'
 LK0639'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 14
 LK0639'AND U.S. HIGHWAY 6 (MAIN STREET AND FOURTH STREET) IN STERLING,
 LK0639'GO WEST ON STATE HIGHWAY 14 FOR 14.4 MILES TO A Y-FORK AT A
 LK0639'POINT WHERE THE HIGHWAY CURVES TO THE SOUTHWEST.  CONTINUE
 LK0639'AHEAD, SOUTHWEST, ON STATE HIGHWAY 14 FOR 0.2 MILE TO THE AZIMUTH
 LK0639'MARK ON THE LEFT, SOUTHEAST, SIDE OF THE HIGHWAY.  CONTINUE
 LK0639'AHEAD, SOUTHWEST, FOR 0.4 MILE TO A FIELD ENTRANCE ON THE
 LK0639'RIGHT, NORTHWEST, SIDE OF THE HIGHWAY.  TURN SHARP RIGHT
 LK0639'AND GO NORTH, ACROSS COUNTRY, FOR 0.05 MILE TO THE HIGHEST
 LK0639'POINT IN THE GENERAL VICINITY AND THE STATION.
 LK0639'
 LK0639'THE STATION MARK, STAMPED MJB-1 1948, IS A STANDARD U.S.
 LK0639'GEOLOGICAL SURVEY DISK SET IN THE TOP OF A 6-INCH SQUARE,
 LK0639'CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS 4.4 FEET
 LK0639'NORTHEAST OF A WITNESS POST.
 LK0639'
 LK0639'REFERENCE MARK NO. 3, STAMPED MJB-1 NO 3 1963, IS A STANDARD
 LK0639'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT
 LK0639'THAT PROJECTS 1 INCH.  IT IS 45.1 FEET NORTHEAST OF THE
 LK0639'WITNESS POST.
 LK0639'
 LK0639'REFERENCE MARK NO. 4, STAMPED MJB-1 NO 4 1963, IS A STANDARD
 LK0639'DISK SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT
 LK0639'THAT PROJECTS 1 INCH.  IT IS 43.9 FEET SOUTHWEST OF THE WITNESS
 LK0639'POST.
 LK0639'
 LK0639'A THOROUGH SEARCH WAS MADE FOR REFERENCE MARK NO. 1 (USGS)
 LK0639'BUT IT WAS NOT RECOVERED.
 LK0639'
 LK0639'REFERENCE MARK NO. 2 (USGS) IS A 1/2-INCH IRON PIN DRIVEN
 LK0639'IN THE GROUND AND PROJECTS 4 INCHES.  IT IS 123.0 FEET WEST
 LK0639'OF THE WITNESS POST.
 LK0639'
 LK0639'THE AZIMUTH MARK STAMPED MJB-1 USGS 1963, IS A STANDARD DISK
 LK0639'SET IN THE TOP OF A 12-INCH SQUARE, CONCRETE MONUMENT THAT
 LK0639'PROJECTS 2 INCHES.  IT IS 41 FEET SOUTHEAST OF THE CENTER OF
 LK0639'STATE HIGHWAY 14, 2.2 FEET SOUTH OF A WITNESS POST, AND 1 FOOT
 LK0639'SOUTHEAST OF A FENCE.
 LK0639
 LK0639                          STATION RECOVERY (1974)
 LK0639
 LK0639'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 LK0639'STATION MARK--STANDARD USGS TABLET, STAMPED ---MJB-1---, SET IN
 LK0639'TOP OF 8 X 8 IN. CONCRETE POST, PROJECTING 4 IN. ABOVE GROUND.
 LK0639
 LK0639                          STATION RECOVERY (1976)
 LK0639
 LK0639'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 LK0639'STATION RECOVERED AND ALL MARKS EXCEPT REFERENCE MARK NUMBER 2 WERE
 LK0639'FOUND IN GOOD CONDITION.  REFERENCE MARK NUMBER 2 WAS NOT FOUND.
 LK0639'
 LK0639'THE AZIMUTH MARK WAS MOVED AT THIS TIME BY THE REQUEST OF
 LK0639'THE COLORADO STATE HIGHWAY DEPARTMENT.  THE HIGHWAY DEPARTMENT
 LK0639'IS IN THE PROCESS OF OF WIDENING STATE HIGHWAY 14 AND THE MARK
 LK0639'WOULD HAVE BEEN DESTROYED.
 LK0639'
 LK0639'LOCATION OF THE STATION IS ADEQUATE BUT A NEW DESCRIPTION OF HOW
 LK0639'TO REACH THE STATION FOLLOWS.
 LK0639'
 LK0639'STATION IS REACHED FROM THE MAIN AND 4TH STREETS INTERSECTION IN
 LK0639'STERLING.  GO WEST ON MAIN STREET, ALSO STATE HIGHWAY 14 FOR
 LK0639'14.4 MILES TO A Y.  KEEP LEFT AND CONTINUE ON THE HIGHWAY FOR 0.2
 LK0639'MILE TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE STRAIGHT AHEAD ON
 LK0639'HIGHWAY FOR 0.2 MILE TO COUNTY ROAD 11.  CONTINUE ON HIGHWAY FOR
 LK0639'0.3 MILE TO A FIELD ENTRANCE ON RIGHT.  TURN A SHARP RIGHT AND
 LK0639'CONTINUE IN A NORTHERLY DIRECTION ACROSS AN OPEN PASTURE FOR
 LK0639'0.05 MILE TO HIGHEST POINT AND STATION.
 LK0639'
 LK0639'STATION IS A STANDARD U.S. GEOLOGICAL SURVEY DISK, STAMPED MJB-1
 LK0639'1948, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 3
 LK0639'INCHES.  MARK IS 4.4 FEET NORTHEAST OF A METAL WITNESS POST WITH
 LK0639'METAL SIGN.
 LK0639'
 LK0639'REFERENCE MARK 3 IS A REFERENCE MARK DISK, STAMPED MJB-1USGS
 LK0639'NO 3 1963, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH
 LK0639'GROUND.  MARK IS 45 FEET NORTHEAST OF THE METAL WITNESS POST.
 LK0639'
 LK0639'REFERENCE MARK 4 IS A REFERENCE MARK DISK, STAMPED MJB-1 USGS NO 4
 LK0639'1963, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH
 LK0639'GROUND.  MARK IS 44 FEET SOUTHWEST OF THE METAL WITNESS POST.
 LK0639'
 LK0639'AZIMUTH MARK IS A REFERENCE MARK DISK, STAMPED MJB-1 USGS 1963
 LK0639'AZ 2 1976, SET IN THE TOP OF A ROUND CONCRETE MONUMENT ABOUT 1 INCH
 LK0639'BELOW THE GROUND SURFACE.  MARK IS 98 FEET SOUTHEAST OF THE
 LK0639'APPROXIMATE CENTER OF STATE HIGHWAY 14 BEFORE THE ROAD WIDENING.
 LK0639'
 LK0639'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--15 MILES WEST OF
 LK0639'STERLING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0273 ***********************************************************************
 LL0273  DESIGNATION -  MM 169
 LL0273  PID         -  LL0273
 LL0273  STATE/COUNTY-  CO/WELD
 LL0273  USGS QUAD   -  WINDSOR (1969)
 LL0273
 LL0273                         *CURRENT SURVEY CONTROL
 LL0273  ___________________________________________________________________
 LL0273* NAD 83(1986)-  40 26 05.     (N)    104 52 57.     (W)     SCALED    
 LL0273* NAVD 88     -      1460.072  (meters)    4790.25   (feet)  ADJUSTED  
 LL0273  ___________________________________________________________________
 LL0273  GEOID HEIGHT-         -17.45  (meters)                     GEOID03
 LL0273  DYNAMIC HT  -        1458.815 (meters)    4786.13  (feet)  COMP
 LL0273  MODELED GRAV-     979,713.6   (mgal)                       NAVD 88
 LL0273
 LL0273  VERT ORDER  -  SECOND    CLASS 0
 LL0273
 LL0273.The horizontal coordinates were scaled from a topographic map and have
 LL0273.an estimated accuracy of +/- 6 seconds.
 LL0273
 LL0273.The orthometric height was determined by differential leveling
 LL0273.and adjusted by the National Geodetic Survey in June 1991..
 LL0273
 LL0273.The geoid height was determined by GEOID03.
 LL0273
 LL0273.The dynamic height is computed by dividing the NAVD 88
 LL0273.geopotential number by the normal gravity value computed on the
 LL0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0273.degrees latitude (g = 980.6199 gals.).
 LL0273
 LL0273.The modeled gravity was interpolated from observed gravity values.
 LL0273
 LL0273;                    North         East    Units  Estimated Accuracy
 LL0273;SPC CO N     -   427,270.      966,790.      MT  (+/- 180 meters Scaled)
 LL0273
 LL0273                          SUPERSEDED SURVEY CONTROL
 LL0273
 LL0273  NGVD 29 (??/??/92) 1459.138  (m)         4787.19   (f) ADJ UNCH    2 0
 LL0273
 LL0273.Superseded values are not recommended for survey control.
 LL0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0273.See file dsdata.txt to determine how the superseded data were derived.
 LL0273
 LL0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE099760(NAD 83)
 LL0273_MARKER: DB = BENCH MARK DISK
 LL0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0273_STAMPING: MM 169 1960
 LL0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0273+STABILITY: SURFACE MOTION
 LL0273
 LL0273  HISTORY     - Date     Condition        Report By
 LL0273  HISTORY     - 1960     MONUMENTED       CGS
 LL0273
 LL0273                          STATION DESCRIPTION
 LL0273
 LL0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 LL0273'3.2 MI SW FROM WINDSOR.
 LL0273'0.8 MILE EAST ON STATE HIGHWAY 392 FROM THE POST OFFICE AT WINDSOR,
 LL0273'COLORADO, THENCE 3.2 MILES SOUTH AND WEST ON STATE HIGHWAY 257, ABOUT
 LL0273'200 FEET WEST OF A WOODEN BRIDGE, 45 FEET SOUTH OF CENTERLINE OF
 LL0273'HIGHWAY, 4 FEET WEST OF A GATE, 1 FOOT NORTH OF A FENCE, ABOUT
 LL0273'LEVEL WITH THE HIGHWAY, SET IN THE TOP OF A CONCRETE POST PROJECTING
 LL0273'8 INCHES, 2 FEET WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0299 ***********************************************************************
 JJ0299  DESIGNATION -  MM 56
 JJ0299  PID         -  JJ0299
 JJ0299  STATE/COUNTY-  CO/CHEYENNE
 JJ0299  USGS QUAD   -  BIG SPRING (1982)
 JJ0299
 JJ0299                         *CURRENT SURVEY CONTROL
 JJ0299  ___________________________________________________________________
 JJ0299* NAD 83(1992)-  38 54 34.09014(N)    102 47 48.79474(W)     ADJUSTED  
 JJ0299* NAVD 88     -      1345.348  (meters)    4413.86   (feet)  ADJUSTED  
 JJ0299  ___________________________________________________________________
 JJ0299  X           -  -1,100,982.335 (meters)                     COMP
 JJ0299  Y           -  -4,847,210.679 (meters)                     COMP
 JJ0299  Z           -   3,985,332.438 (meters)                     COMP
 JJ0299  LAPLACE CORR-          -2.80  (seconds)                    DEFLEC99
 JJ0299  ELLIP HEIGHT-        1322.88  (meters)          (12/03/02) GPS OBS
 JJ0299  GEOID HEIGHT-         -22.46  (meters)                     GEOID03
 JJ0299  DYNAMIC HT  -        1344.066 (meters)    4409.66  (feet)  COMP
 JJ0299  MODELED GRAV-     979,629.0   (mgal)                       NAVD 88
 JJ0299
 JJ0299  HORZ ORDER  -  FIRST
 JJ0299  VERT ORDER  -  SECOND    CLASS 0
 JJ0299  ELLP ORDER  -  FOURTH    CLASS II
 JJ0299
 JJ0299.The horizontal coordinates were established by GPS observations
 JJ0299.and adjusted by the National Geodetic Survey in June 1996..
 JJ0299
 JJ0299.The orthometric height was determined by differential leveling
 JJ0299.and adjusted by the National Geodetic Survey in June 1991..
 JJ0299
 JJ0299.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JJ0299
 JJ0299.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0299
 JJ0299.The ellipsoidal height was determined by GPS observations
 JJ0299.and is referenced to NAD 83.
 JJ0299
 JJ0299.The geoid height was determined by GEOID03.
 JJ0299
 JJ0299.The dynamic height is computed by dividing the NAVD 88
 JJ0299.geopotential number by the normal gravity value computed on the
 JJ0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0299.degrees latitude (g = 980.6199 gals.).
 JJ0299
 JJ0299.The modeled gravity was interpolated from observed gravity values.
 JJ0299
 JJ0299;                    North         East     Units Scale Factor Converg.
 JJ0299;SPC CO C     -   427,746.882 1,148,812.536   MT  0.99994147   +1 42 17.4
 JJ0299;SPC CO C     - 1,403,366.23  3,769,062.46   sFT  0.99994147   +1 42 17.4
 JJ0299;UTM  13      - 4,309,037.750   691,024.284   MT  1.00004935   +1 23 03.0
 JJ0299
 JJ0299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0299!SPC CO C     -   0.99979249  x   0.99994147  =   0.99973397
 JJ0299!UTM  13      -   0.99979249  x   1.00004935  =   0.99984183
 JJ0299
 JJ0299                          SUPERSEDED SURVEY CONTROL
 JJ0299
 JJ0299  ELLIP H (06/14/96) 1322.84   (m)                       GP(       ) 1 2
 JJ0299  NAVD 88 (06/14/96) 1345.35   (m)         4413.9    (f) LEVELING    3  
 JJ0299  NGVD 29 (??/??/92) 1344.729  (m)         4411.83   (f) ADJ UNCH    2 0
 JJ0299
 JJ0299.Superseded values are not recommended for survey control.
 JJ0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0299.See file dsdata.txt to determine how the superseded data were derived.
 JJ0299
 JJ0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD9102409038(NAD 83)
 JJ0299_MARKER: DB = BENCH MARK DISK
 JJ0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0299_STAMPING: M 56 1935
 JJ0299_MARK LOGO: CGS   
 JJ0299_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JJ0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0299+STABILITY: SURFACE MOTION
 JJ0299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0299+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1996
 JJ0299
 JJ0299  HISTORY     - Date     Condition        Report By
 JJ0299  HISTORY     - 1935     MONUMENTED       CGS
 JJ0299  HISTORY     - 1942     GOOD             NGS
 JJ0299  HISTORY     - 1975     GOOD             USGS
 JJ0299  HISTORY     - 19960129 GOOD             CODOT
 JJ0299
 JJ0299                          STATION DESCRIPTION
 JJ0299
 JJ0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JJ0299'10.3 MI N FROM KIT CARSON.
 JJ0299'10.3 MILES NORTH ALONG STATE HIGHWAY 59 FROM THE UNION PACIFIC
 JJ0299'RAILROAD STATION AT KIT CARSON, CHEYENNE COUNTY, 0.5 MILE NORTH OF
 JJ0299'A RANCH HOUSE, 65 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 105
 JJ0299'FEET NORTHEAST OF AN EAST-AND-WEST FENCE, AND 90 FEET EAST OF A
 JJ0299'TELEPHONE LINE.  A STANDARD DISK, STAMPED M 56 1935 AND SET IN THE
 JJ0299'TOP OF A CONCRETE POST.
 JJ0299
 JJ0299                          STATION RECOVERY (1975)
 JJ0299
 JJ0299'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 JJ0299'10.0 MILES NORTH ALONG COLORADO STATE HWY 59 FROM ITS JUNCTION WITH
 JJ0299'US HWY 40 AND 287 IN KIT CARSON. 57 FT. EAST OF CENTERLINE OF HWY 59.
 JJ0299'37 FT NORTH OF CENTER OF PASTURE GATE IN EAST ROW FENCE. A STANDARD
 JJ0299'DISK STAMPED M 56 1935 AND SET IN THE TOP OF A CONCRETE POST
 JJ0299'PROJECTING 0.3 FT.
 JJ0299
 JJ0299                          STATION RECOVERY (1996)
 JJ0299
 JJ0299'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (KAW)
 JJ0299'THE STATION WILL BE USED DURING A COLORADO HARN DENSIFICATION PROJECT
 JJ0299'THE STATION IS LOCATED ABOUT 10 MI (16.1 KM) NORTH OF KIT CARSON AT
 JJ0299'STATE HIGHWAY 59 (SH 59) REFERENCE POST 10.0 IN THE SOUTHWEST 1/4 OF
 JJ0299'SECTION 16, T 13 S, R 48 W, 6TH P.M.  OWNERSHIP-- COLORADO DEPARTMENT
 JJ0299'OF TRANSPORTATION. TO REACH TH STATION FROM THE JUNCTION OF US 40/287
 JJ0299'AND SH 59 IN KIT CARSON, PROCEED NORTH ON SH 59 FOR 10.0 MI (16.1 KM)
 JJ0299'TO THE STATION ON THE RIGHT. THE STATION IS A BRASS USCGS BENCHMARK
 JJ0299'DISK SET IN A CONCRETE POST PROJECTING 0.3 M (1.0 FT) FROM THE GROUND.
 JJ0299'IT IS 16.8 M (55.1 FT) EAST OF THE CENTER OF SH 59, 14.3 M (46.9 FT)
 JJ0299'NORTH OF AN EAST-WEST BARBED WIRE FENCE, 13.4 M (44.0 FT) NORTHEAST OF
 JJ0299'SH 59 REFERENCE POST 10, 0.7 M (2.3 FT) NORTH OF A COLORADO DEPARTMENT
 JJ0299'OF TRANSPORTATION FIBERGLASS WITNESS POST, AND 0.02 M (0.07 FT) EAST
 JJ0299'OF THE EAST RIGHT OF WAY FENCE OF SH 59. DESCRIPTION BY K A WILLIAMS,
 JJ0299'CODOT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0509 ***********************************************************************
 LK0509  DESIGNATION -  MMC 1
 LK0509  PID         -  LK0509
 LK0509  STATE/COUNTY-  CO/SEDGWICK
 LK0509  USGS QUAD   -  HOLYOKE NW (1980)
 LK0509
 LK0509                         *CURRENT SURVEY CONTROL
 LK0509  ___________________________________________________________________
 LK0509* NAD 83(1992)-  40 44 58.03345(N)    102 29 30.24479(W)     ADJUSTED  
 LK0509* NAVD 88     -      1198.     (meters)    3930.     (feet)  SCALED    
 LK0509  ___________________________________________________________________
 LK0509  LAPLACE CORR-          -3.01  (seconds)                    DEFLEC99
 LK0509  GEOID HEIGHT-         -20.38  (meters)                     GEOID03
 LK0509
 LK0509  HORZ ORDER  -  THIRD
 LK0509
 LK0509.The horizontal coordinates were established by classical geodetic methods
 LK0509.and adjusted by the National Geodetic Survey in January 1993..
 LK0509
 LK0509.The orthometric height was scaled from a topographic map.
 LK0509
 LK0509.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0509
 LK0509.The geoid height was determined by GEOID03.
 LK0509
 LK0509;                    North         East     Units Scale Factor Converg.
 LK0509;SPC CO N     -   466,347.356 1,168,408.700   MT  0.99999468   +1 56 37.5
 LK0509;SPC CO N     - 1,530,007.95  3,833,354.21   sFT  0.99999468   +1 56 37.5
 LK0509;UTM  13      - 4,513,971.255   711,755.864   MT  1.00015195   +1 38 16.4
 LK0509
 LK0509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0509!SPC CO N     -   0.99981523  x   0.99999468  =   0.99980991
 LK0509!UTM  13      -   0.99981523  x   1.00015195  =   0.99996715
 LK0509
 LK0509:                Primary Azimuth Mark                     Grid Az
 LK0509:SPC CO N     -  CRIST RESET                              074 52 41.1
 LK0509:UTM  13      -  CRIST RESET                              075 11 02.2
 LK0509
 LK0509|---------------------------------------------------------------------|
 LK0509| PID    Reference Object                     Distance      Geod. Az  |
 LK0509|                                                           dddmmss.s |
 LK0509| LK0515 CRIST RESET                         APPROX. 4.8 KM 0764918.6 |
 LK0509|---------------------------------------------------------------------|
 LK0509
 LK0509                          SUPERSEDED SURVEY CONTROL
 LK0509
 LK0509  NAD 83(1986)-  40 44 58.03161(N)    102 29 30.24410(W) AD(       ) 3
 LK0509  NAD 27      -  40 44 58.05775(N)    102 29 28.56684(W) AD(       ) 3
 LK0509
 LK0509.Superseded values are not recommended for survey control.
 LK0509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0509.See file dsdata.txt to determine how the superseded data were derived.
 LK0509
 LK0509_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF1175613971(NAD 83)
 LK0509
 LK0509  HISTORY     - Date     Condition        Report By
 LK0509  HISTORY     - 1949     MONUMENTED       USGS
 LK0509  HISTORY     - 1962     MARK NOT FOUND   USGS
 LK0509
 LK0509                          STATION DESCRIPTION
 LK0509
 LK0509'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LK0509'STATION IS LOCATED 0.25 MI. E. OF SW. CORNER SEC. 16, T 9 N, R 46 W.
 LK0509'
 LK0509'TO REACH STATION FROM SEDGWICK POST OFFICE, GO 1 BLOCK S., THENCE
 LK0509'LEFT ON HIGHWAY 138 FOR 0.3 MI., THENCE RIGHT ON HIGHWAY 59 FOR 6.8
 LK0509'MI., CONTINUE ON AHEAD FOR 6.0 MI., THENCE LEFT 1.3 MI. TO PRIVATE
 LK0509'DRIVE.  STATION IS 32 FT. N. OF CENTER OF RD., AT INTERSECTION OF
 LK0509'PRIVATE DRIVE.
 LK0509'
 LK0509'THE STATION WAS SEARCHED FOR AND NOT FOUND.  THE
 LK0509'AREA WAS REPORTED TO BE UNDER CULTIVATION.
 LK0509'
 LK0509'STATION MARK--STANDARD TABLET, SET IN CONCRETE POST, STAMPED
 LK0509'---MMC-1 1949---.
 LK0509'
 LK0509'REFERENCE MARK NO. 1--AN IRON STAKE, 66.3 FT. FROM STATION,
 LK0509'N 10 DEG 30 MIN E.
 LK0509'
 LK0509'REFERENCE MARK NO. 2--AN IRON STAKE, 36.0 FT. FROM STATION,
 LK0509'N 88 DEG 02 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1477 ***********************************************************************
 LL1477  CBN         -  This is a Cooperative Base Network Control Station.
 LL1477  DESIGNATION -  MOBLAS 7112
 LL1477  PID         -  LL1477
 LL1477  STATE/COUNTY-  CO/WELD
 LL1477  USGS QUAD   -  MILTON RESERVOIR (1975)
 LL1477
 LL1477                         *CURRENT SURVEY CONTROL
 LL1477  ___________________________________________________________________
 LL1477* NAD 83(1992)-  40 10 57.98279(N)    104 43 33.48702(W)     ADJUSTED  
 LL1477* NAVD 88     -      1520.724  (meters)    4989.24   (feet)  ADJUSTED  
 LL1477  ___________________________________________________________________
 LL1477  X           -  -1,240,677.781 (meters)                     COMP
 LL1477  Y           -  -4,720,464.828 (meters)                     COMP
 LL1477  Z           -   4,094,480.693 (meters)                     COMP
 LL1477  LAPLACE CORR-          -5.14  (seconds)                    DEFLEC99
 LL1477  ELLIP HEIGHT-        1502.57  (meters)          (10/21/02) GPS OBS
 LL1477  GEOID HEIGHT-         -18.31  (meters)                     GEOID03
 LL1477  DYNAMIC HT  -        1519.377 (meters)    4984.82  (feet)  COMP
 LL1477  MODELED GRAV-     979,686.9   (mgal)                       NAVD 88
 LL1477
 LL1477  HORZ ORDER  -  B
 LL1477  VERT ORDER  -  FIRST     CLASS II
 LL1477  ELLP ORDER  -  FOURTH    CLASS II
 LL1477
 LL1477.The horizontal coordinates were established by GPS observations
 LL1477.and adjusted by the National Geodetic Survey in September 1992..
 LL1477
 LL1477.The orthometric height was determined by differential leveling
 LL1477.and adjusted by the National Geodetic Survey in August 1995..
 LL1477
 LL1477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1477
 LL1477.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1477
 LL1477.The ellipsoidal height was determined by GPS observations
 LL1477.and is referenced to NAD 83.
 LL1477
 LL1477.The geoid height was determined by GEOID03.
 LL1477
 LL1477.The dynamic height is computed by dividing the NAVD 88
 LL1477.geopotential number by the normal gravity value computed on the
 LL1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL1477.degrees latitude (g = 980.6199 gals.).
 LL1477
 LL1477.The modeled gravity was interpolated from observed gravity values.
 LL1477
 LL1477;                    North         East     Units Scale Factor Converg.
 LL1477;SPC CO N     -   399,401.830   980,319.153   MT  0.99995755   +0 30 00.5
 LL1477;SPC CO N     - 1,310,370.84  3,216,263.75   sFT  0.99995755   +0 30 00.5
 LL1477;UTM  13      - 4,448,079.551   523,328.767   MT  0.99960670   +0 10 36.5
 LL1477
 LL1477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1477!SPC CO N     -   0.99976434  x   0.99995755  =   0.99972190
 LL1477!UTM  13      -   0.99976434  x   0.99960670  =   0.99937113
 LL1477
 LL1477|---------------------------------------------------------------------|
 LL1477| PID    Reference Object                     Distance      Geod. Az  |
 LL1477|                                                           dddmmss.s |
 LL1477| LL1438 PLATTEVILLE NCMN 7258                31.262 METERS 27248     |
 LL1477|---------------------------------------------------------------------|
 LL1477
 LL1477                          SUPERSEDED SURVEY CONTROL
 LL1477
 LL1477  ELLIP H (12/21/93) 1502.49   (m)                       GP(       ) 4 1
 LL1477  ELLIP H (09/25/92) 1502.49   (m)                       GP(       ) 4 2
 LL1477
 LL1477.Superseded values are not recommended for survey control.
 LL1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1477.See file dsdata.txt to determine how the superseded data were derived.
 LL1477
 LL1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE2332948080(NAD 83)
 LL1477_MARKER: DD = SURVEY DISK
 LL1477_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LL1477+WITH SETTING: PAVEMENT
 LL1477_SP_SET: CONCRETE PAD
 LL1477_STAMPING: MOBLAS 7112 1980
 LL1477_MARK LOGO: NASA  
 LL1477_MAGNETIC: N = NO MAGNETIC MATERIAL
 LL1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1477+STABILITY: SURFACE MOTION
 LL1477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1477+SATELLITE: SATELLITE OBSERVATIONS - August 23, 1992
 LL1477
 LL1477  HISTORY     - Date     Condition        Report By
 LL1477  HISTORY     - 1980     MONUMENTED       NASA
 LL1477  HISTORY     - 19920823 GOOD             NGS
 LL1477
 LL1477                          STATION DESCRIPTION
 LL1477
 LL1477'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LL1477'2.1 KM (1.30 MI) SOUTHERLY ALONG U.S. HIGHWAY 85 FROM THE JUNCTION
 LL1477'OF STATE HIGHWAY 66 IN PLATTEVILLE, THENCE 7.2 KM (4.45 MI) EASTERLY
 LL1477'ALONG COUNTY ROAD 28, THENCE 1.0 KM (0.60 MI) SOUTHEASTERLY ALONG A
 LL1477'DIRT ROAD, NEAR THE CENTER OF A 30 BY 30-FOOT SQUARE CONCRETE PAD,
 LL1477'46.2 M (151.6 FT) NORTHEAST OF AND LEVEL WITH THE ROAD CENTER, 31.4 M
 LL1477'(103.0 FT) NORTHWEST OF REFERENCE MARK 5, AND 30.9 M (101.4 FT) EAST
 LL1477'OF PLATTEVILLE NCMN 7258.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY
 LL1477'THE U.S. DEPARTMENT OF COMMERCE, NATIONAL COMMUNICATIONS AND
 LL1477'INFORMATION ADMINISTRATION, NOAA, WPL, REWP 4, 325 BROADWAY, BOULDER
 LL1477'CO, 80303, TELEPHONE NUMBER (303)497-6385.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA7132 ***********************************************************************
 AA7132  DESIGNATION -  MOE
 AA7132  PID         -  AA7132
 AA7132  STATE/COUNTY-  CO/DENVER
 AA7132  USGS QUAD   -  FORT LOGAN (1994)
 AA7132
 AA7132                         *CURRENT SURVEY CONTROL
 AA7132  ___________________________________________________________________
 AA7132* NAD 83(1992)-  39 44 25.77651(N)    105 02 52.81292(W)     ADJUSTED  
 AA7132* NAVD 88     -      1627.8    (meters)    5341.     (feet)  GPS OBS   
 AA7132  ___________________________________________________________________
 AA7132  X           -  -1,275,402.194 (meters)                     COMP
 AA7132  Y           -  -4,743,963.852 (meters)                     COMP
 AA7132  Z           -   4,056,901.145 (meters)                     COMP
 AA7132  LAPLACE CORR-         -11.20  (seconds)                    DEFLEC99
 AA7132  ELLIP HEIGHT-        1610.97  (meters)          (12/03/02) GPS OBS
 AA7132  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 AA7132
 AA7132  HORZ ORDER  -  FIRST
 AA7132  ELLP ORDER  -  FOURTH    CLASS II
 AA7132
 AA7132.The horizontal coordinates were established by GPS observations
 AA7132.and adjusted by the National Geodetic Survey in August 1995..
 AA7132
 AA7132.The orthometric height was determined by GPS observations and a
 AA7132.high-resolution geoid model.
 AA7132
 AA7132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7132
 AA7132.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7132
 AA7132.The ellipsoidal height was determined by GPS observations
 AA7132.and is referenced to NAD 83.
 AA7132
 AA7132.The geoid height was determined by GEOID03.
 AA7132
 AA7132;                    North         East     Units Scale Factor Converg.
 AA7132;SPC CO C     -   516,612.873   953,145.028   MT  0.99999813   +0 17 06.2
 AA7132;SPC CO C     - 1,694,920.73  3,127,109.98   sFT  0.99999813   +0 17 06.2
 AA7132;UTM  13      - 4,398,956.281   495,886.959   MT  0.99960021   -0 01 50.5
 AA7132
 AA7132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7132!SPC CO C     -   0.99974733  x   0.99999813  =   0.99974546
 AA7132!UTM  13      -   0.99974733  x   0.99960021  =   0.99934764
 AA7132
 AA7132                          SUPERSEDED SURVEY CONTROL
 AA7132
 AA7132  ELLIP H (08/03/95) 1611.01   (m)                       GP(       ) 2 2
 AA7132
 AA7132.Superseded values are not recommended for survey control.
 AA7132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7132.See file dsdata.txt to determine how the superseded data were derived.
 AA7132
 AA7132_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD9588798956(NAD 83)
 AA7132_MARKER: DH = HORIZONTAL CONTROL DISK
 AA7132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7132_STAMPING: MOE 1994
 AA7132_MARK LOGO: NGS   
 AA7132_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA7132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7132+STABILITY: SURFACE MOTION
 AA7132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7132+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2004
 AA7132
 AA7132  HISTORY     - Date     Condition        Report By
 AA7132  HISTORY     - 1994     MONUMENTED       NGS
 AA7132  HISTORY     - 19960411 GOOD             MSAM
 AA7132  HISTORY     - 20040811 GOOD             CO0600
 AA7132
 AA7132                          STATION DESCRIPTION
 AA7132
 AA7132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RSC)
 AA7132'THE STATION WILL BE USED DURING A COLORADO HARN DENSIFICATION
 AA7132'PROJECT.
 AA7132' 
 AA7132'THE STATION IS LOCATED IN THE CITY OF DENVER, ABOUT 4 MI (6.4 KM) EAST
 AA7132'NORTHEAST OF THE DENVER FEDERAL CENTER, 1.5 MI (2.4 KM) WEST OF THE
 AA7132'SOUTH PLATTE RIVER AND 1.4 MI (2.3 KM) WEST SOUTHWEST OF MILE HIGH
 AA7132'STADIUM, IN THE SOUTHWEST 1/4 OF SECTION 31, T 3 S, R 68 W, 6TH P.M.
 AA7132'OWNERSHIP--
 AA7132' 
 AA7132'TO REACH THE STATION FROM THE INTERSECTION OF FEDERAL BOULEVARD (U.S.
 AA7132'HIGHWAY 287) AND WEST COLFAX AVENUE (U.S. HIGHWAY 40), IN THE CITY OF
 AA7132'DENVER, PROCEED WEST ON WEST COLFAX AVENUE FOR 1.15 MI (1.85 KM) TO
 AA7132'THE STATION ON THE RIGHT.  IT IS LOCATED IN A DIRT STRIP BETWEEN THE
 AA7132'NORTH SIDEWALK OF WEST COLFAX AVENUE AND THE SOUTH CURB OF THE PARKING
 AA7132'LOT FOR THE VETERANS OF FOREIGN WARS (VFW) LOWRY POST 501 AT 4747 WEST
 AA7132'COLFAX AVENUE.
 AA7132' 
 AA7132'THE STATION IS A 3.25 IN NATIONAL GEODETIC SURVEY (NGS) HORIZONTAL
 AA7132'CONTROL MARK DISK SET IN THE TOP OF A CONCRETE POST SET LEVEL WITH THE
 AA7132'SIDEWALK.  IT IS 43.2 FT (13.2 M) NORTHEAST OF POWERPOLE MARKED "2127
 AA7132'148 225 622", 21.2 FT (6.5 M) NORTH OF THE NORTH CURB OF WEST COLFAX,
 AA7132'18.7 FT (5.7 M) EAST OF THE CENTER OF THE ALLEY BETWEEN THE VFW
 AA7132'BUILDING AND PARKING LOT, 10.3 FT (3.1 M) EAST SOUTHEAST OF THE WEST
 AA7132'END OF THE SOUTH CURB OF THE VFW PARKING LOT, 2.0 FT (0.6 M) SOUTH OF
 AA7132'THE SOUTH CURB OF THE VFW PARKING LOT, AND 1.1 FT (0.3 M) NORTH OF THE
 AA7132'NORTH EDGE OF THE NORTH SIDEWALK OF WEST COLFAX AVENUE.
 AA7132
 AA7132                          STATION RECOVERY (1996)
 AA7132
 AA7132'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1996 (RSC)
 AA7132'RECOVERED AS DESCRIBED.
 AA7132
 AA7132                          STATION RECOVERY (2004)
 AA7132
 AA7132'RECOVERY NOTE BY CITY AND COUNTY OF DENVER COLORADO 2004 (RTE)
 AA7132'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0391 ***********************************************************************
 KJ0391  DESIGNATION -  MOELLEN ET
 KJ0391  PID         -  KJ0391
 KJ0391  STATE/COUNTY-  CO/YUMA
 KJ0391  USGS QUAD   -  ARMEL (1980)
 KJ0391
 KJ0391                         *CURRENT SURVEY CONTROL
 KJ0391  ___________________________________________________________________
 KJ0391* NAD 83(1992)-  39 45 40.74861(N)    102 04 37.72537(W)     ADJUSTED  
 KJ0391* NAVD 88     -      1150.8    (meters)    3776.     (feet)  VERTCON   
 KJ0391  ___________________________________________________________________
 KJ0391  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 KJ0391  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 KJ0391
 KJ0391  HORZ ORDER  -  SECOND
 KJ0391
 KJ0391.The horizontal coordinates were established by classical geodetic methods
 KJ0391.and adjusted by the National Geodetic Survey in January 1993..
 KJ0391
 KJ0391.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0391
 KJ0391.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0391
 KJ0391.The geoid height was determined by GEOID03.
 KJ0391
 KJ0391;                    North         East     Units Scale Factor Converg.
 KJ0391;SPC CO N     -   357,979.812 1,207,632.809   MT  0.99999309   +2 12 41.8
 KJ0391;SPC CO N     - 1,174,472.10  3,962,041.97   sFT  0.99999309   +2 12 41.8
 KJ0391;SPC KS N     -   166,391.726    50,746.859   MT  0.99999650   -2 34 46.8
 KJ0391;UTM  13      - 4,405,353.135   750,380.404   MT  1.00037187   +1 52 13.4
 KJ0391;UTM  14      - 4,405,796.246   236,400.220   MT  1.00045554   -1 58 09.3
 KJ0391
 KJ0391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0391!SPC CO N     -   0.99982306  x   0.99999309  =   0.99981616
 KJ0391!SPC KS N     -   0.99982306  x   0.99999650  =   0.99981957
 KJ0391!UTM  13      -   0.99982306  x   1.00037187  =   1.00019487
 KJ0391!UTM  14      -   0.99982306  x   1.00045554  =   1.00027852
 KJ0391
 KJ0391:                Primary Azimuth Mark                     Grid Az
 KJ0391:SPC CO N     -  ARMEL ET                                 198 55 14.0
 KJ0391:SPC KS N     -  ARMEL ET                                 203 42 42.6
 KJ0391:UTM  13      -  ARMEL ET                                 199 15 42.4
 KJ0391:UTM  14      -  ARMEL ET                                 203 06 05.1
 KJ0391
 KJ0391|---------------------------------------------------------------------|
 KJ0391| PID    Reference Object                     Distance      Geod. Az  |
 KJ0391|                                                           dddmmss.s |
 KJ0391| KJ0393 ARMEL ET                            APPROX. 6.4 KM 2010755.8 |
 KJ0391| CP7782 MOELLEN ET RM 2                                    26833     |
 KJ0391| CP7781 MOELLEN ET RM 1                                    35947     |
 KJ0391|---------------------------------------------------------------------|
 KJ0391
 KJ0391                          SUPERSEDED SURVEY CONTROL
 KJ0391
 KJ0391  NAD 83(1986)-  39 45 40.74711(N)    102 04 37.72382(W) AD(       ) 2
 KJ0391  NAD 27      -  39 45 40.77088(N)    102 04 36.05419(W) AD(       ) 2
 KJ0391  NGVD 29 (07/19/86) 1150.3    (m)         3774.     (f) VERT ANG       
 KJ0391
 KJ0391.Superseded values are not recommended for survey control.
 KJ0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0391.See file dsdata.txt to determine how the superseded data were derived.
 KJ0391
 KJ0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGE5038005353(NAD 83)
 KJ0391_MARKER: DD = SURVEY DISK
 KJ0391_SETTING: 0 = UNSPECIFIED SETTING
 KJ0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KJ0391
 KJ0391  HISTORY     - Date     Condition        Report By
 KJ0391  HISTORY     - 1963     MONUMENTED       USGS
 KJ0391  HISTORY     - 1968     GOOD             USGS
 KJ0391
 KJ0391                          STATION DESCRIPTION
 KJ0391
 KJ0391'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 KJ0391'STATION LOCATED ABOUT 4.0 MI. N. AND 11.5 MI. E. OF IDALIA, YUMA
 KJ0391'COUNTY, COLORADO.  IN THE SE. CORNER OF THE MOELLENBERG FARM YARD,
 KJ0391'42 FT. N. OF CENTERLINE E-W. RD., 153 FT. E. OF CENTERLINE DRIVEWAY,
 KJ0391'2 FT. N. AND 2.5 FT. W. OF FENCE CORNER.
 KJ0391'
 KJ0391'TO REACH FROM IDALIA, GO 13.3 MI. E., N., AND E. ALONG U.S. HIGHWAY 36
 KJ0391'TO CROSSROAD, TURN LEFT, N., 1.0 MI. TO T-RD. AND SCHOOLHOUSE, IN NE.
 KJ0391'CORNER OF INTERSECTION TURN RIGHT, E., 1.6 MI. TO MOELLENBERG FARM
 KJ0391'BUILDINGS AND STATION AS DESCRIBED.
 KJ0391'
 KJ0391'STATION MARK--STANDARD USGS TABLET SET IN CONCRETE POST PROJECTING
 KJ0391'ABOUT 0.2 FT., STAMPED---MOELLEN-ET 1963---.
 KJ0391
 KJ0391                          STATION RECOVERY (1968)
 KJ0391
 KJ0391'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 KJ0391'THE STATION IS LOCATED NORTH 70 DEG EAST ABOUT 12.1 MILES AIRLINE
 KJ0391'FROM IDALIA, COLORADO, ABOUT 450 FEET WEST OF THE SOUTH-QUARTER
 KJ0391'CORNER OF SECTION 28, T.3S., R.42W., AT THE SOUTHEAST CORNER OF THE
 KJ0391'MOELLENBERG FARM YARD.
 KJ0391'
 KJ0391'TO REACH FROM THE X-RDS. AT IDALIA, GO 2.0 MILES EAST ON
 KJ0391'U.S. HIGHWAY 36, THENCE 3.0 MILES NORTH, THENCE 10.25 MILES EAST ON
 KJ0391'U.S. HIGHWAY 36 TO A X-RDS., TURN LEFT AND GO 1.0 MILE NORTH TO A
 KJ0391'X-RDS., TURN LEFT AND GO 0.65 MILE WEST TO THE STATION SITE ON THE
 KJ0391'RIGHT.  THE STATION IS 42 FEET NORTH OF THE ROAD AND 153 FEET
 KJ0391'EAST OF THE DRIVEWAY, 3.5 FEET NORTHWEST OF THE CORNER POST ON
 KJ0391'WHICH IS MOUNTED A USGS WITNESS SIGN.
 KJ0391'
 KJ0391'STATION MARK--A USGS ALUMINUM TABLET SET IN A CONCRETE POST
 KJ0391'PROJECTING 0.2 FOOT AND IS STAMPED MOELLEN ET 1963, 1968.
 KJ0391'
 KJ0391'REFERENCE MARK NO. 1--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 KJ0391'TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN A
 KJ0391'PLASTIC PIPE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH
 KJ0391'GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED
 KJ0391'MOELLEN ET 1963 - 1 1968.
 KJ0391'
 KJ0391'REFERENCE MARK NO. 2--A USGS BRONZE REFERENCE MARK TABLET CRIMPED
 KJ0391'TO A COPPERWELD ROD DRIVEN TO A DEPTH OF 10 FEET, CENTERED IN A
 KJ0391'PLASTIC PIPE, 6 INCHES IN DIAMETER, 12 INCHES LONG FILLED WITH
 KJ0391'GRAVEL.  THE TABLET IS FLUSH WITH THE GROUND AND IS STAMPED
 KJ0391'MOELLEN ET 1963-2 1968.
 KJ0391'
 KJ0391'STATION ARMEL ET 1968 IS VISIBLE FROM THE GROUND AND WILL SERVE AS
 KJ0391'THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0575 ***********************************************************************
 HK0575  DESIGNATION -  MOFFAT
 HK0575  PID         -  HK0575
 HK0575  STATE/COUNTY-  CO/SAGUACHE
 HK0575  USGS QUAD   -  SHEDS CAMP (1982)
 HK0575
 HK0575                         *CURRENT SURVEY CONTROL
 HK0575  ___________________________________________________________________
 HK0575* NAD 83(1992)-  37 59 05.78241(N)    105 51 19.33508(W)     ADJUSTED  
 HK0575* NAVD 88     -      2305.3    (meters)    7563.     (feet)  VERTCON   
 HK0575  ___________________________________________________________________
 HK0575  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 HK0575  GEOID HEIGHT-         -15.75  (meters)                     GEOID03
 HK0575
 HK0575  HORZ ORDER  -  THIRD
 HK0575
 HK0575.The horizontal coordinates were established by classical geodetic methods
 HK0575.and adjusted by the National Geodetic Survey in January 1993..
 HK0575
 HK0575.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0575
 HK0575.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0575
 HK0575.The geoid height was determined by GEOID03.
 HK0575
 HK0575;                    North         East     Units Scale Factor Converg.
 HK0575;SPC CO S     -   451,167.814   883,184.022   MT  0.99994885   -0 13 04.7
 HK0575;SPC CO S     - 1,480,206.40  2,897,579.58   sFT  0.99994885   -0 13 04.7
 HK0575;UTM  13      - 4,204,489.134   424,884.685   MT  0.99966949   -0 31 35.3
 HK0575
 HK0575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0575!SPC CO S     -   0.99964087  x   0.99994885  =   0.99958974
 HK0575!UTM  13      -   0.99964087  x   0.99966949  =   0.99931048
 HK0575
 HK0575                          SUPERSEDED SURVEY CONTROL
 HK0575
 HK0575  NAD 83(1986)-  37 59 05.77488(N)    105 51 19.34943(W) AD(       ) 3
 HK0575  NGVD 29 (06/01/92) 2304.0    (m)         7559.     (f) VERT ANG       
 HK0575
 HK0575.Superseded values are not recommended for survey control.
 HK0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0575.See file dsdata.txt to determine how the superseded data were derived.
 HK0575
 HK0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC2488504489(NAD 83)
 HK0575_MARKER: DD = SURVEY DISK
 HK0575_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 HK0575_SP_SET: IN PREFABRICATED CONCRETE BLOCK
 HK0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0575+STABILITY: SURFACE MOTION
 HK0575
 HK0575  HISTORY     - Date     Condition        Report By
 HK0575  HISTORY     - 1936     MONUMENTED       USGS
 HK0575
 HK0575                          STATION DESCRIPTION
 HK0575
 HK0575'DESCRIBED BY US GEOLOGICAL SURVEY 1936
 HK0575'MOFFAT, 0.5 MI. S. OF POST OFFICE, ALONG STATE HIGHWAY 17, THENCE 3.0
 HK0575'MI. E. ALONG RD. TO CRESTONE, IN NW. 1/4, SEC. 10, T 43 N, R 10 E,
 HK0575'0.5 MI. E. OF SHARP 90 DEGREE BEND E., 50 FT. N. OF RD., IN CONCRETE
 HK0575'POST PROJECTING 0.5 FT., STANDARD TABLET STAMPED---MOFFAT 1936---.
 HK0575'
 HK0575'STATION MARK--A STANDARD BRONZE TABLET IN THE TOP OF A 3 FT. CONCRETE
 HK0575'POST SET 2.6 FT. IN GROUND, TABLET STAMPED---MOFFAT 1936---.
 HK0575'
 HK0575'REFERENCE MARK NO. 1--A STANDARD BRONZE REFERENCE TABLET IN THE TOP
 HK0575'OF A 3 FT. CONCRETE POST SET 2.8 FT. IN GROUND, 2 FT. N. OF
 HK0575'RIGHT-OF-WAY FENCE ON N. SIDE OF THE CRESTONE ROAD, AND 10 FT. W. OF
 HK0575'A T-FENCE N., 43.11 FT. FROM STATION MARK, N 37 DEG 25 MIN W.
 HK0575'
 HK0575'REFERENCE MARK NO. 2--A STANDARD BRONZE REFERENCE TABLET IN THE TOP
 HK0575'OF A 3 FT. CONCRETE POST SET 2.8 FT. IN GROUND, 2 FT. N. OF N.
 HK0575'RIGHT-OF-WAY FENCE OF THE CRESTONE ROAD AND 90 FT. W. OF A T-FENCE N.,
 HK0575'69.74 FT. FROM STATION MARK, N 61 DEG 53 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0568 ***********************************************************************
 LM0568  DESIGNATION -  MONAHAN
 LM0568  PID         -  LM0568
 LM0568  STATE/COUNTY-  CO/JACKSON
 LM0568  USGS QUAD   -  LAKE JOHN (1955)
 LM0568
 LM0568                         *CURRENT SURVEY CONTROL
 LM0568  ___________________________________________________________________
 LM0568* NAD 83(1992)-  40 48 21.66347(N)    106 26 59.01057(W)     ADJUSTED  
 LM0568* NAVD 88     -      2503.6    (meters)    8214.     (feet)  VERTCON   
 LM0568  ___________________________________________________________________
 LM0568  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 LM0568  GEOID HEIGHT-         -11.75  (meters)                     GEOID03
 LM0568
 LM0568  HORZ ORDER  -  THIRD
 LM0568
 LM0568.The horizontal coordinates were established by classical geodetic methods
 LM0568.and adjusted by the National Geodetic Survey in January 1993..
 LM0568
 LM0568.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0568
 LM0568.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0568
 LM0568.The geoid height was determined by GEOID03.
 LM0568
 LM0568;                    North         East     Units Scale Factor Converg.
 LM0568;SPC CO N     -   468,748.936   834,263.950   MT  1.00000376   -0 36 49.1
 LM0568;SPC CO N     - 1,537,887.13  2,737,080.98   sFT  1.00000376   -0 36 49.1
 LM0568;UTM  13      - 4,518,234.642   377,717.206   MT  0.99978405   -0 56 51.0
 LM0568
 LM0568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0568!SPC CO N     -   0.99960928  x   1.00000376  =   0.99961303
 LM0568!UTM  13      -   0.99960928  x   0.99978405  =   0.99939341
 LM0568
 LM0568|---------------------------------------------------------------------|
 LM0568| PID    Reference Object                     Distance      Geod. Az  |
 LM0568|                                                           dddmmss.s |
 LM0568| CP6253 MONAHAN RM 2                         10.683 METERS 06947     |
 LM0568| CP6251 MONAHAN AZ MK                                      1453118.5 |
 LM0568| CP6252 MONAHAN RM 1                         12.260 METERS 33458     |
 LM0568|---------------------------------------------------------------------|
 LM0568
 LM0568                          SUPERSEDED SURVEY CONTROL
 LM0568
 LM0568  NAD 83(1986)-  40 48 21.65883(N)    106 26 59.00580(W) AD(       ) 3
 LM0568  NAD 27      -  40 48 21.74500(N)    106 26 56.90100(W) AD(       ) 3
 LM0568  NGVD 29 (07/19/86) 2502.2    (m)         8209.     (f) VERT ANG       
 LM0568
 LM0568.Superseded values are not recommended for survey control.
 LM0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0568.See file dsdata.txt to determine how the superseded data were derived.
 LM0568
 LM0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF7771718235(NAD 83)
 LM0568_MARKER: DS = TRIANGULATION STATION DISK
 LM0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0568
 LM0568  HISTORY     - Date     Condition        Report By
 LM0568  HISTORY     - 1949     MONUMENTED       CGS
 LM0568
 LM0568                          STATION DESCRIPTION
 LM0568
 LM0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LM0568'THE STATION IS LOCATED ON THE TOP OF A SMALL NORTH-SOUTH RIDGE
 LM0568'ABOUT 10.5 MILES AIR LINE NORTHWEST OF WALDEN AND ABOUT 2.0
 LM0568'MILES AIR LINE NORTHEAST OF LAKE JOHN.  THE STATION MARK IS 25
 LM0568'FEET EAST OF THE CENTER LINE OF TRACK ROAD, 10 FEET EAST OF A
 LM0568'WHITE WITNESS POST, PROJECTS 2 INCHES AND IS STAMPED, MONAHAN
 LM0568'1949.
 LM0568'
 LM0568'REFERENCE MARK NO. 1 IS 25 FEET EAST OF THE CENTER LINE OF
 LM0568'TRACK ROAD APPROXIMATELY THE SAME ELEVATION AS THE STATION MARK,
 LM0568'FLUSH WITH THE GROUND AND IS STAMPED, MONAHAN NO 1 1949.
 LM0568'
 LM0568'REFERENCE MARK NO. 2 IS APPROXIMATELY 1 FOOT LOWER THAN THE
 LM0568'STATION MARK, PROJECTS 4 INCHES AND IS STAMPED, MONAHAN NO 2 1949.
 LM0568'
 LM0568'THE AZIMUTH MARK IS 12 FEET EAST OF THE CENTER LINE OF TRACK
 LM0568'ROAD, 6 FEET EAST OF A WHITE WITNESS POST, PROJECTS 3 INCHES
 LM0568'AND IS STAMPED, MONAHAN 1949.
 LM0568'
 LM0568'TO REACH THE STATION FROM THE POST OFFICE IN WALDEN, GO SOUTH
 LM0568'ON STATE HIGHWAY 125 FOR 0.8 MILE TO FORK.  TAKE RIGHT FORK,
 LM0568'STATE HIGHWAY 14 FOR 0.6 MILE TO FORK.  TAKE RIGHT FORK FOR 4.7
 LM0568'MILES TO FORK AND SIGNS.  TURN RIGHT, NORTH, AND FOLLOW GRAVELED
 LM0568'ROAD FOR 2.75 MILES TO FORK.  TAKE THE RIGHT FORK NORTHERLY
 LM0568'FOR 1.95 MILES TO FORK.  TAKE RIGHT FORK FOR 0.2 MILE TO A
 LM0568'TRACK ROAD RIGHT, NORTH, JUST BEFORE REACHING A CATTLE GUARD.
 LM0568'TAKE RIGHT FORK, TRACK ROAD, FOR 1.45 MILES TO FORK.  TAKE
 LM0568'RIGHT FORK STRAIGHT AHEAD AND CONTINUE ALONG RIDGE FOR 1.45
 LM0568'MILES TO THE AZIMUTH MARK ON THE RIGHT, EAST.  CONTINUE NORTH ON
 LM0568'TRACK ROAD FOR 0.5 MILE TO THE STATION ON THE RIGHT, EAST.  A
 LM0568'DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0453 ***********************************************************************
 KJ0453  DESIGNATION -  MONDAY
 KJ0453  PID         -  KJ0453
 KJ0453  STATE/COUNTY-  CO/KIT CARSON
 KJ0453  USGS QUAD   -  SEIBERT (1980)
 KJ0453
 KJ0453                         *CURRENT SURVEY CONTROL
 KJ0453  ___________________________________________________________________
 KJ0453* NAD 83(1992)-  39 18 05.00460(N)    102 46 50.66144(W)     ADJUSTED  
 KJ0453* NAVD 88     -      1400.     (meters)    4593.     (feet)  SCALED    
 KJ0453  ___________________________________________________________________
 KJ0453  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 KJ0453  GEOID HEIGHT-         -21.96  (meters)                     GEOID03
 KJ0453
 KJ0453  HORZ ORDER  -  SECOND
 KJ0453
 KJ0453.The horizontal coordinates were established by classical geodetic methods
 KJ0453.and adjusted by the National Geodetic Survey in January 1993..
 KJ0453
 KJ0453.The orthometric height was scaled from a topographic map.
 KJ0453
 KJ0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0453
 KJ0453.The geoid height was determined by GEOID03.
 KJ0453
 KJ0453;                    North         East     Units Scale Factor Converg.
 KJ0453;SPC CO C     -   471,276.533 1,148,910.375   MT  0.99994201   +1 42 54.0
 KJ0453;SPC CO C     - 1,546,179.76  3,769,383.46   sFT  0.99994201   +1 42 54.0
 KJ0453;UTM  13      - 4,352,571.094   691,361.312   MT  1.00005090   +1 24 22.0
 KJ0453
 KJ0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0453!SPC CO C     -   0.99978391  x   0.99994201  =   0.99972593
 KJ0453!UTM  13      -   0.99978391  x   1.00005090  =   0.99983479
 KJ0453
 KJ0453:                Primary Azimuth Mark                     Grid Az
 KJ0453:SPC CO C     -  VONA MW MAST                             076 48 45.3
 KJ0453:UTM  13      -  VONA MW MAST                             077 07 17.3
 KJ0453
 KJ0453|---------------------------------------------------------------------|
 KJ0453| PID    Reference Object                     Distance      Geod. Az  |
 KJ0453|                                                           dddmmss.s |
 KJ0453| KJ0441 VONA MW MAST                        APPROX. 8.3 KM 0783139.3 |
 KJ0453| CP7783 MONDAY AZ MK                                       0854225.2 |
 KJ0453| CP7784 MONDAY RM 1                          12.289 METERS 17323     |
 KJ0453| CP7785 MONDAY RM 2                          12.929 METERS 26704     |
 KJ0453|---------------------------------------------------------------------|
 KJ0453
 KJ0453                          SUPERSEDED SURVEY CONTROL
 KJ0453
 KJ0453  NAD 83(1986)-  39 18 04.99760(N)    102 46 50.66014(W) AD(       ) 2
 KJ0453  NAD 27      -  39 18 05.02317(N)    102 46 48.91684(W) AD(       ) 2
 KJ0453
 KJ0453.Superseded values are not recommended for survey control.
 KJ0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0453.See file dsdata.txt to determine how the superseded data were derived.
 KJ0453
 KJ0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD9136152571(NAD 83)
 KJ0453_MARKER: DS = TRIANGULATION STATION DISK
 KJ0453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0453_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KJ0453
 KJ0453  HISTORY     - Date     Condition        Report By
 KJ0453  HISTORY     - 1968     MONUMENTED       CGS
 KJ0453
 KJ0453                          STATION DESCRIPTION
 KJ0453
 KJ0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (JLC)
 KJ0453'THE STATION IS LOCATED 5 MILES EAST OF SEIBERT, 2 MILES WEST OF
 KJ0453'VONA AND IN THE SOUTHWEST ANGLE OF A SIDE ROAD INTERSECTION AND
 KJ0453'IN THE NORTHEAST 1/4 OF SECTION 5, T. 9 S., R. 48 W. AND ON STATE
 KJ0453'ROAD RIGHT-OF-WAY PROPERTY.
 KJ0453'
 KJ0453'TO REACH THE STATION FROM A GRAVELED CROSSROAD JUST WEST OF THE
 KJ0453'SNELL GRAIN ELEVATOR IN VONA, GO WEST ON U.S. HIGHWAY 24 FOR
 KJ0453'2.0 MILES TO A SIDE ROAD LEFT AND THE STATION AS DESCRIBED.
 KJ0453'
 KJ0453'THE STATION MARK IS A STANDARD DISK STAMPED MONDAY 1968, SET
 KJ0453'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KJ0453'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 62 FEET SOUTH
 KJ0453'OF THE CENTER OF U.S. HIGHWAY 24, 33 FEET WEST OF THE CENTER OF A
 KJ0453'GRAVELED ROAD, 20.5 FEET SOUTHWEST OF A HIGHWAY BOUNDARY MONUMENT
 KJ0453'AND 4.4 FEET NORTHWEST OF A TELEPHONE POLE.
 KJ0453'
 KJ0453'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MONDAY NO 1 1968,
 KJ0453'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KJ0453'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 28 FEET WEST
 KJ0453'OF THE CENTER OF THE GRAVELED ROAD AND 4 FEET EAST OF THE EDGE OF
 KJ0453'A CULTIVATED FIELD.
 KJ0453'
 KJ0453'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MONDAY NO 2 1968,
 KJ0453'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KJ0453'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 64 FEET SOUTH
 KJ0453'OF THE CENTER OF U.S. HIGHWAY 24, 51.6 FEET SOUTHEAST OF THE
 KJ0453'BOUNDARY MONUMENT AND 45.7 FEET EAST OF THE TELEPHONE POLE.
 KJ0453'
 KJ0453'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON U.S. HIGHWAY
 KJ0453'24 FOR 0.2 MILE TO THE MARK ON THE LEFT.
 KJ0453'
 KJ0453'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MONDAY 1968, SET
 KJ0453'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 KJ0453'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 88.6 FEET WEST
 KJ0453'OF A POWER POLE, 45.3 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 24
 KJ0453'AND 1.7 FEET WEST OF A METAL WITNESS POST.
 KJ0453'
 KJ0453'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0522 ***********************************************************************
 KJ0522  DESIGNATION -  MONKS
 KJ0522  PID         -  KJ0522
 KJ0522  STATE/COUNTY-  CO/LINCOLN
 KJ0522  USGS QUAD   -  LONG CREEK (1970)
 KJ0522
 KJ0522                         *CURRENT SURVEY CONTROL
 KJ0522  ___________________________________________________________________
 KJ0522* NAD 83(1992)-  39 06 52.41609(N)    103 42 21.02678(W)     ADJUSTED  
 KJ0522* NAVD 88     -      1699.0    (meters)    5574.     (feet)  VERTCON   
 KJ0522  ___________________________________________________________________
 KJ0522  LAPLACE CORR-          -5.78  (seconds)                    DEFLEC99
 KJ0522  GEOID HEIGHT-         -19.89  (meters)                     GEOID03
 KJ0522
 KJ0522  HORZ ORDER  -  SECOND
 KJ0522
 KJ0522.The horizontal coordinates were established by classical geodetic methods
 KJ0522.and adjusted by the National Geodetic Survey in January 1993..
 KJ0522
 KJ0522.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0522
 KJ0522.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0522
 KJ0522.The geoid height was determined by GEOID03.
 KJ0522
 KJ0522;                    North         East     Units Scale Factor Converg.
 KJ0522;SPC CO C     -   448,558.170 1,069,552.426   MT  0.99993594   +1 07 53.6
 KJ0522;SPC CO C     - 1,471,644.60  3,509,023.25   sFT  0.99993594   +1 07 53.6
 KJ0522;UTM  13      - 4,330,286.796   611,884.546   MT  0.99975414   +0 48 59.5
 KJ0522
 KJ0522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0522!SPC CO C     -   0.99973662  x   0.99993594  =   0.99967258
 KJ0522!UTM  13      -   0.99973662  x   0.99975414  =   0.99949083
 KJ0522
 KJ0522|---------------------------------------------------------------------|
 KJ0522| PID    Reference Object                     Distance      Geod. Az  |
 KJ0522|                                                           dddmmss.s |
 KJ0522| CP7786 MONKS RM 1                           11.480 METERS 00251     |
 KJ0522| KJ0523 DUNE                                APPROX. 9.1 KM 0303919.4 |
 KJ0522| CP7787 MONKS RM 2                           11.149 METERS 08818     |
 KJ0522|---------------------------------------------------------------------|
 KJ0522
 KJ0522                          SUPERSEDED SURVEY CONTROL
 KJ0522
 KJ0522  NAD 83(1986)-  39 06 52.40993(N)    103 42 21.02255(W) AD(       ) 2
 KJ0522  NAD 27      -  39 06 52.45167(N)    103 42 19.19844(W) AD(       ) 2
 KJ0522  NGVD 29 (07/19/86) 1698.2    (m)         5572.     (f) VERT ANG       
 KJ0522
 KJ0522.Superseded values are not recommended for survey control.
 KJ0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0522.See file dsdata.txt to determine how the superseded data were derived.
 KJ0522
 KJ0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD1188530287(NAD 83)
 KJ0522_MARKER: Z = SEE DESCRIPTION
 KJ0522_SETTING: 0 = UNSPECIFIED SETTING
 KJ0522
 KJ0522  HISTORY     - Date     Condition        Report By
 KJ0522  HISTORY     - 1970     MONUMENTED       USGS
 KJ0522
 KJ0522                          STATION DESCRIPTION
 KJ0522
 KJ0522'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JEP)
 KJ0522'STATION IS LOCATED WEST 5 DEGREES SOUTH ABOUT 13 MILES AIRLINE
 KJ0522'FROM HUGO, COLORADO, SOUTH 6 DEGREES WEST ABOUT 10 MILES AIRLINE
 KJ0522'FROM LIMON, COLORADO, APPROXIMATELY 900 FEET WEST OF THE CENTERLINE
 KJ0522'OF STATE HIGHWAY 71, ABOUT 325 FEET NORTH OF THE CENTERLINE OF
 KJ0522'A GRADED ROAD, ON THE SOUTHEAST TOP OF A SERIES OF SMALL TOPS ON
 KJ0522'PASTURE LAND OWNED BY MRS. GLADYS CORNTHWAITE, ENGLEWOOD,
 KJ0522'COLORADO.
 KJ0522'
 KJ0522'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 24 AND
 KJ0522'STATE HIGHWAY 71 SOUTH IN LIMON, COLORADO, PROCEED SOUTH ON STATE
 KJ0522'HIGHWAY 71 FOR 10.2 MILES TO A T-ROAD WEST.  TURN RIGHT (WEST) ON
 KJ0522'GRAVEL ROAD FOR 0.5 MILE TO A GATE ON THE RIGHT.  TURN RIGHT
 KJ0522'(NORTH) THROUGH GATE.  THENCE RIGHT (EAST) ALONG NORTH SIDE OF
 KJ0522'RIGHT-OF-WAY FENCE FOR 0.35 MILE, THENCE LEFT (NORTH) FOR 0.05
 KJ0522'MILE TO HIGH POINT AND STATION SITE.
 KJ0522'
 KJ0522'NO WITNESS SIGN WAS SET AT THIS STATION.  RANCHER REFUSED
 KJ0522'PERMISSION TO DO SO.
 KJ0522'
 KJ0522'ALL MARKS ARE USGS BRASS TABLETS SOLDERED TO COPPER COATED STEEL
 KJ0522'RODS CENTERED IN TILE 6 INCHES IN DIAMETER AND 12 INCHES LONG
 KJ0522'FILLED WITH GRAVEL AND SET FLUSH WITH THE GROUND SURFACE.
 KJ0522'
 KJ0522'STATION MARK IS A ROD DRIVEN TO 20 FEET.  TABLET STAMPED MONKS
 KJ0522'ET 1970.
 KJ0522'
 KJ0522'REFERENCE MARK NO. 1 IS A ROD DRIVEN TO 15 FEET.  TABLET STAMPED
 KJ0522'MONKS ET 1 1970.
 KJ0522'
 KJ0522'REFERENCE MARK NO. 2 IS A ROD DRIVEN TO 15 FEET.  TABLET STAMPED
 KJ0522'MONKS ET 2 1970.
 KJ0522'
 KJ0522'STATION DUNE ET 1970 IS VISIBLE FROM THE GROUND AT THIS STATION
 KJ0522'AND WILL SERVE AS THE AZIMUTH MARK.
 KJ0522'
 KJ0522'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0418 ***********************************************************************
 KJ0418  DESIGNATION -  MONOTONY
 KJ0418  PID         -  KJ0418
 KJ0418  STATE/COUNTY-  CO/CHEYENNE
 KJ0418  USGS QUAD   -  MOUNT SUNFLOWER SW (1969)
 KJ0418
 KJ0418                         *CURRENT SURVEY CONTROL
 KJ0418  ___________________________________________________________________
 KJ0418* NAD 83(1992)-  39 01 44.51557(N)    102 15 00.29861(W)     ADJUSTED  
 KJ0418* NAVD 88     -      1305.8    (meters)    4284.     (feet)  VERTCON   
 KJ0418  ___________________________________________________________________
 KJ0418  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 KJ0418  GEOID HEIGHT-         -23.10  (meters)                     GEOID03
 KJ0418
 KJ0418  HORZ ORDER  -  FIRST
 KJ0418
 KJ0418.The horizontal coordinates were established by classical geodetic methods
 KJ0418.and adjusted by the National Geodetic Survey in January 1993..
 KJ0418
 KJ0418.The NAVD 88 height was computed by applying the VERTCON shift value to
 KJ0418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KJ0418
 KJ0418.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0418
 KJ0418.The geoid height was determined by GEOID03.
 KJ0418
 KJ0418;                    North         East     Units Scale Factor Converg.
 KJ0418;SPC CO C     -   442,564.383 1,195,737.540   MT  0.99993670   +2 02 58.9
 KJ0418;SPC CO C     - 1,451,979.98  3,923,015.58   sFT  0.99993670   +2 02 58.9
 KJ0418;UTM  13      - 4,323,597.045   738,041.907   MT  1.00029778   +1 43 56.9
 KJ0418
 KJ0418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0418!SPC CO C     -   0.99979879  x   0.99993670  =   0.99973550
 KJ0418!UTM  13      -   0.99979879  x   1.00029778  =   1.00009651
 KJ0418
 KJ0418|---------------------------------------------------------------------|
 KJ0418| PID    Reference Object                     Distance      Geod. Az  |
 KJ0418|                                                           dddmmss.s |
 KJ0418| KJ0043 Q 12                                               00219     |
 KJ0418| CP7788 MONOTONY RM 2                       APPROX. 0.6 KM 0905053.1 |
 KJ0418| CP7789 MONOTONY RM 3                       261.342 METERS 09051     |
 KJ0418| JH0648 WESKAN SCHOOLHOUSE CUPOLA           APPROX.30.6 KM 1261140.5 |
 KJ0418| JJ0765 CHEYENNE WELLS                      APPROX.15.7 KM 2362900.6 |
 KJ0418|---------------------------------------------------------------------|
 KJ0418
 KJ0418                          SUPERSEDED SURVEY CONTROL
 KJ0418
 KJ0418  NAD 83(1986)-  39 01 44.51372(N)    102 15 00.29773(W) AD(       ) 1
 KJ0418  NAD 27      -  39 01 44.50320(N)    102 14 58.62769(W) AD(       ) 1
 KJ0418  NGVD 29 (07/19/86) 1305.3    (m)         4282.     (f) VERT ANG       
 KJ0418
 KJ0418.Superseded values are not recommended for survey control.
 KJ0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0418.See file dsdata.txt to determine how the superseded data were derived.
 KJ0418
 KJ0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD3804223597(NAD 83)
 KJ0418_MARKER: Z = SEE DESCRIPTION
 KJ0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0418
 KJ0418  HISTORY     - Date     Condition        Report By
 KJ0418  HISTORY     - 1891     MONUMENTED       CGS
 KJ0418  HISTORY     - 1922     SEE DESCRIPTION  CGS
 KJ0418  HISTORY     - 1935     GOOD             CGS
 KJ0418  HISTORY     - 1954     SEE DESCRIPTION  CGS
 KJ0418  HISTORY     - 1962     GOOD             CGS
 KJ0418  HISTORY     - 1969     SEE DESCRIPTION  USGS
 KJ0418
 KJ0418                          STATION DESCRIPTION
 KJ0418
 KJ0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1922
 KJ0418'NEAR THE NORTH BOUNDARY OF THE COUNTY, IN THE NW 1/4 NE 1/4
 KJ0418'SEC. 8, T. 12 S., R. 43 W., 12 MILES NORTH AND 4 MILES WEST
 KJ0418'OF ARAPAHOE RAILROAD STATION, ON THE HIGHEST POINT OF THE
 KJ0418'DIVIDE BETWEEN THE NORTH FORK OF THE SMOKY HILL RIVER TO THE
 KJ0418'NORTH AND SAND CREEK TO THE SOUTH, AND ABOUT 3 MILES DISTANT
 KJ0418'FROM EACH.  THE NEAREST HOUSE (1892) IS ON THE CHEYENNE
 KJ0418'WELLS-BURLINGTON ROAD ABOUT 4-1/3 MILES NORTHWEST OF THE
 KJ0418'STATION AND BELONGS TO A. EICHELS.  SURFACE AND UNDERGROUND
 KJ0418'MARKS ARE SIMILAR TO THOSE AT STATION CURLEW.
 KJ0418'PIECES OF BROKEN CROCKERY AND TILE WERE MIXED WITH THE DIRT
 KJ0418'OVER THE STATION MARK.  A REFERENCE MARK, A DISK SET,
 KJ0418'AND 4 INCHES ABOVE THE SURFACE, IS IN THE
 KJ0418'FENCE LINE ON THE NORTH LINE OF THE ROADWAY ALONG THE NORTH
 KJ0418'LINE OF THE SECTION, 2.59 METERS (8.50 FEET) EAST OF THE
 KJ0418'HALF-SECTION CORNER, 30 FEET NORTH OF THE CENTER OF THE
 KJ0418'ROADWAY, AND 290.38 METERS (952.7 FEET), BEARING N. 14 DEG W.
 KJ0418'(MAGNETIC) FROM THE STATION.  ADDITIONAL REFERENCES ARE--TO
 KJ0418'NORTH AND SOUTH HALF-SECTION LINE, SECTION 8, 153.0
 KJ0418'METERS (502 FEET) WEST.  TO HALF-SECTION CORNER BETWEEN
 KJ0418'SECTIONS 8 AND 5, MARKED WITH IRON PIPE AND CAP, 319.4
 KJ0418'METERS (1,048 FEET), BEARING N. 43 DEG W. (MAGNETIC).  TO
 KJ0418'NORTH LINE SECTION 8, 281.0 METERS (922 FEET) NORTH.
 KJ0418
 KJ0418                          STATION RECOVERY (1935)
 KJ0418
 KJ0418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (AWJ)
 KJ0418'THE STATION WAS EASILY RECOVERED.  THE DESCRIPTION CONTAINS
 KJ0418'ONE ERROR AND IS PARTLY ANTIQUATED.  THE REVISED DESCRIPTION
 KJ0418'FOLLOWS--
 KJ0418'
 KJ0418'NEAR THE NORTH BOUNDARY OF THE COUNTY, IN THE NW 1/4 NE 1/4
 KJ0418'SEC. 8, T. 12 S., R. 43 W., 12 MILES NORTH AND 4 MILES WEST
 KJ0418'OF THE ARAPAHOE RAILROAD STATION, ON LAND OWNED BY H.C. WEAR,
 KJ0418'ON THE HIGHEST POINT OF THE DIVIDE BETWEEN THE NORTH FORK OF
 KJ0418'THE SMOKY HILL RIVER TO THE NORTH AND SAND CREEK TO THE SOUTH,
 KJ0418'AND ABOUT 3 MILES DISTANT FROM EACH.  THE NEAREST HOUSE IS
 KJ0418'ABOUT 1 MILE NORTH-NORTHEAST OF THE STATION IN THE SE 1/4 SEC.
 KJ0418'5, T. 12 S., R. 43 W., ON LAND OWNED BY E. PHELPS.  THE
 KJ0418'CHEYENNE WELLS-BURLINGTON ROAD PASSES ABOUT 1.6 MILES WEST OF
 KJ0418'THE STATION.  SURFACE AND UNDERGROUND MARKS ARE SIMILAR TO THOSE
 KJ0418'AT STATION CURLEW.  PIECES OF BROKEN
 KJ0418'CROCKERY AND TILE WERE MIXED WITH THE DIRT OVER THE STATION
 KJ0418'MARK.  A REFERENCE DISK, A DISK SET, AND 3
 KJ0418'INCHES ABOVE THE SURFACE, IS IN THE FENCE LINE ON THE NORTH LINE
 KJ0418'OF SECTION 8, 493.5 FEET (150.42 METERS) EAST OF THE
 KJ0418'HALF-SECTION CORNER, 30 FEET NORTH OF THE CENTER OF THE
 KJ0418'ROADWAY, AND 290.38 METERS (952.7 FEET), BEARING N. 14 DEG W.
 KJ0418'(MAGNETIC) FROM THE STATION.  ADDITIONAL REFERENCES ARE--TO
 KJ0418'NORTH AND SOUTH HALF-SECTION LINE, SEC. 8, 153 METERS (502
 KJ0418'FEET) WEST.  TO HALF-SECTION CORNER BETWEEN SECTIONS 8 AND
 KJ0418'5, MARKED BY AN IRON PIPE AND CAP, 319.4 METERS (1,048 FEET),
 KJ0418'BEARING N. 43 DEG W. (MAGNETIC) TO NORTH LINE SECTION 8,
 KJ0418'281.0 METERS (922 FEET) NORTH.
 KJ0418'
 KJ0418'THE REFERENCE DISK AND THE STATION DISK WERE BOTH FOUND STAMPED
 KJ0418'MONOTONY 1891, NOT 1892.  THE STATION MARK IS IN GOOD CONDITION
 KJ0418'AND WAS FOUND TO BE ABOUT 10 INCHES BELOW THE GROUND AS
 KJ0418'DESCRIBED.  THE LAND IS UNCULTIVATED AND IS NOT FENCED (1935).
 KJ0418'A RING OF SMALL ROCKS WITNESS THE STATION MARK.  THE STATION IS
 KJ0418'MOST EASILY REACHED FROM THE HIGHWAY (GULF, PLAINS AND CANADIAN,
 KJ0418'OR ALSO KNOWN AS STATE HIGHWAY NO. 51) BETWEEN CHEYENNE WELLS
 KJ0418'AND BURLINGTON.
 KJ0418
 KJ0418                          STATION RECOVERY (1954)
 KJ0418
 KJ0418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 KJ0418'THE STATION MARK WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.
 KJ0418'REFERENCE MARK NUMBER 1 WAS SEARCHED FOR BUT NOT FOUND DUE
 KJ0418'TO THE LARGE AMOUNT OF DRIFTED DIRT OVER THE FENCE LINE THE
 KJ0418'MARK WAS SET IN.  TWO OTHER REFERENCE MARKS WERE SET AND BM Q12
 KJ0418'WAS USED AS AN AZIMUTH MARK.  A COMPLETE DESCRIPTION FOLLOWS--
 KJ0418'
 KJ0418'THE STATION IS LOCATED ON THE HIGHEST POINT OF A CULTIVATED
 KJ0418'HILL ABOUT 15 MILES AIRLINE NORTH-NORTHEAST OF CHEYENNE WELLS,
 KJ0418'ABOUT 20 MILES AIRLINE SOUTH OF BURLINGTON, AND ABOUT 11 MILES
 KJ0418'AIRLINE WEST OF THE KANSAS-COLORADO BORDER.
 KJ0418'
 KJ0418'TO REACH THE STATION FROM THE CHEYENNE COUNTY COURTHOUSE IN
 KJ0418'CHEYENNE WELLS GO NORTH ON STATE HIGHWAY 51 FOR 11.9 MILES
 KJ0418'TO A FORK.  TURN RIGHT ON STATE HIGHWAY 51 AND GO EAST 3.9
 KJ0418'MILES TO A FORK.  TURN LEFT ON STATE HIGHWAY 51 AND GO NORTH
 KJ0418'1.9 MILES TO A DIM CROSS ROAD AND THE AZIMUTH MARK ON THE RIGHT.
 KJ0418'TURN RIGHT ON A DIRT ROAD AND GO EAST 1.6 MILES TO A WITNESS
 KJ0418'POST AND REFERENCE MARK NUMBER 3 ON THE RIGHT.  TURN RIGHT
 KJ0418'AND GO SOUTH CROSS COUNTRY 0.15 MILE TO THE TOP OF THE HILL
 KJ0418'AND THE STATION.
 KJ0418'
 KJ0418'THE STATION MARK IS A STANDARD DISK STAMPED MONOTONY 1891
 KJ0418'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS ABOUT
 KJ0418'16 INCHES BELOW THE SURFACE OF THE GROUND.
 KJ0418'
 KJ0418'REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED MONOTONY NO
 KJ0418'2 1891 1954 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 KJ0418'THAT PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 2 FEET SOUTH
 KJ0418'OF A FENCE LINE, 5 FEET EAST OF A WITNESS POST, 33 FEET SOUTH
 KJ0418'OF THE CENTERLINE OF A LANE, AND ABOUT 15 FEET LOWER THAN
 KJ0418'THE STATION.
 KJ0418'
 KJ0418'THE AZIMUTH MARK IS A U.S. COAST AND GEODETIC SURVEY BENCH
 KJ0418'MARK DISK STAMPED Q12 1926 SET IN THE TOP OF A 10-INCH SQUARE
 KJ0418'CONCRETE POST THAT PROJECTS 8 INCHES ABOVE THE GROUND.  IT IS
 KJ0418'5 FEET WEST OF A FENCE LINE, 48 FEET EAST OF THE CENTERLINE
 KJ0418'OF STATE HIGHWAY 51, 41 FEET NORTH OF THE CENTERLINE OF AN
 KJ0418'EAST-WEST ROAD, AND 67 FEET NORTH OF A FENCE CORNER.
 KJ0418'
 KJ0418'HEIGHT OF STAND--5 M.
 KJ0418
 KJ0418                          STATION RECOVERY (1962)
 KJ0418
 KJ0418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CHN)
 KJ0418'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND TO BE IN
 KJ0418'GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 KJ0418'
 KJ0418'THE STATION IS LOCATED ON THE HIGHEST POINT IN A CULTIVATED
 KJ0418'FIELD ABOUT 15 MILES NORTHEAST OF CHEYENNE WELLS, 20 MILES
 KJ0418'SOUTH OF BURLINGTON, AND ABOUT 11 MILES WEST OF THE KANSAS-COLORADO
 KJ0418'BORDER IN THE NW 1/4 NE 1/4 SEC. 8, T. 12 S., R.
 KJ0418'
 KJ0418'TO REACH THE STATION FROM THE POST OFFICE IN CHEYENNE WELLS,
 KJ0418'GO WEST FOR 0.15 MILES TO THE INTERSECTION OF U.S. HIGHWAY NO.
 KJ0418'385.  TURN RIGHT AND GO NORTH ON U.S. HIGHWAY NO. 385 FOR 17.7
 KJ0418'MILES TO A DIM CROSSROADS AND THE AZIMUTH MARK ON THE RIGHT.
 KJ0418'TURN RIGHT AND GO EAST ON A DIM ROAD ON THE NORTH END OF A
 KJ0418'CULTIVATED FIELD FOR 1.6 MILES TO A WITNESS POST AND REFERENCE
 KJ0418'MARK NO. 3.  TURN RIGHT AND GO SOUTH ACROSS A CULTIVATED
 KJ0418'FIELD FOR 0.15 MILES TO THE HIGHEST POINT AND THE STATION.
 KJ0418'
 KJ0418'STATION MARK, A STANDARD DISK STAMPED MONOTONY 1891, IS SET
 KJ0418'IN CONCRETE AT THE CENTER OF A 12 BY 12 INCH CONCRETE POST
 KJ0418'WHICH IS 12 INCHES BELOW THE SURFACE OF THE GROUND.  IT IS
 KJ0418'ABOUT 851.00 FEET SOUTH OF A DIM ROAD ALONG THE NORTH EDGE
 KJ0418'OF A CULTIVATED FIELD, 2129.00 FEET WEST OF A NORTH-SOUTH
 KJ0418'FENCE LINE.
 KJ0418'
 KJ0418'REFERENCE MARK NO. 2, A STANDARD DISK STAMPED MONOTONY NO 2
 KJ0418'1891 1954, IS SET IN CONCRETE AT THE CENTER OF A 10 BY 10
 KJ0418'INCH CONCRETE POST WHICH PROJECTS 10 INCHES.  IT IS 40 FEET
 KJ0418'WEST OF A NORTH-SOUTH FENCE LINE, 2 FEET EAST OF A CULTIVATED
 KJ0418'FIELD, AND 1 FOOT WEST OF A WITNESS POST.
 KJ0418'
 KJ0418'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MONOTONY NO
 KJ0418'3 1891 1954, IS SET IN CONCRETE AT THE CENTER OF A 10 BY 10
 KJ0418'INCH CONCRETE POST WHICH PROJECTS 6 INCHES.  IT IS 6 FEET NORTH
 KJ0418'OF A DIM ROAD, 10 FEET NORTH OF A CULTIVATED FIELD, 35 FEET
 KJ0418'SOUTH OF A CULTIVATED FIELD, AND 1 FOOT EAST OF A WITNESS
 KJ0418'POST.
 KJ0418'
 KJ0418'AZIMUTH MARK, A STANDARD BENCH MARK STAMPED Q12 1926, IS SET
 KJ0418'IN CONCRETE A THE CENTER OF A 10 BY 10 INCH CONCRETE POST WHICH
 KJ0418'PROJECTS 4 INCHES.  IT IS 48 FEET EAST OF THE CENTERLINE OF
 KJ0418'U.S. HIGHWAY NO. 385, 5 FEET WEST OF A NORTH-SOUTH FENCE LINE,
 KJ0418'AND 41 FEET NORTH OF THE CENTER LINE OF A DIM ROAD.
 KJ0418
 KJ0418                          STATION RECOVERY (1969)
 KJ0418
 KJ0418'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (JLP)
 KJ0418'THE DESCRIPTION GIVEN
 KJ0418'WAS VERIFIED AND REQUIRES NO ADDITIONS OR CORRECTIONS.
 KJ0418'
 KJ0418'THE STATION MARK IS A STANDARD USC AND GS STATION MARK STAMPED
 KJ0418'MONOTONY 1891.
 KJ0418'
 KJ0418'REFERENCE MARK NO. 2 IS A STANDARD DISK STAMPED MONOTONY NO.
 KJ0418'2 1891 1954.
 KJ0418'
 KJ0418'REFERENCE MARK NO. 3 IS A STANDARD DISK STAMPED MONOTONY NO.
 KJ0418'3 1891 1954.
 KJ0418'
 KJ0418'USC AND GS STATION CHEYENNE WELLS IS VISIBLE FROM THE GROUND
 KJ0418'AND WILL SERVE AS AN AZIMUTH MARK.
 KJ0418'
 KJ0418'ALL OBSERVATIONS MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9848 ***********************************************************************
 AG9848  DESIGNATION -  MONSSON
 AG9848  PID         -  AG9848
 AG9848  STATE/COUNTY-  CO/MORGAN
 AG9848  USGS QUAD   -  MILLER RANCH (1984)
 AG9848
 AG9848                         *CURRENT SURVEY CONTROL
 AG9848  ___________________________________________________________________
 AG9848* NAD 83(1992)-  40 08 48.47149(N)    103 30 38.37786(W)     ADJUSTED  
 AG9848* NAVD 88     -      1379.5    (meters)    4526.     (feet)  GPS OBS   
 AG9848  ___________________________________________________________________
 AG9848  X           -  -1,140,856.381 (meters)                     COMP
 AG9848  Y           -  -4,748,116.762 (meters)                     COMP
 AG9848  Z           -   4,091,335.194 (meters)                     COMP
 AG9848  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 AG9848  ELLIP HEIGHT-        1359.70  (meters)          (12/03/02) GPS OBS
 AG9848  GEOID HEIGHT-         -19.86  (meters)                     GEOID03
 AG9848
 AG9848  HORZ ORDER  -  FIRST
 AG9848  ELLP ORDER  -  FOURTH    CLASS II
 AG9848
 AG9848.The horizontal coordinates were established by GPS observations
 AG9848.and adjusted by the National Geodetic Survey in August 1998..
 AG9848
 AG9848.The orthometric height was determined by GPS observations and a
 AG9848.high-resolution geoid model.
 AG9848
 AG9848.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9848
 AG9848.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9848
 AG9848.The ellipsoidal height was determined by GPS observations
 AG9848.and is referenced to NAD 83.
 AG9848
 AG9848.The geoid height was determined by GEOID03.
 AG9848
 AG9848;                    North         East     Units Scale Factor Converg.
 AG9848;SPC CO N     -   397,020.956 1,083,893.611   MT  0.99995848   +1 17 07.4
 AG9848;SPC CO N     - 1,302,559.59  3,556,074.29   sFT  0.99995848   +1 17 07.4
 AG9848;UTM  13      - 4,445,113.708   626,859.358   MT  0.99979811   +0 57 37.4
 AG9848
 AG9848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9848!SPC CO N     -   0.99978674  x   0.99995848  =   0.99974523
 AG9848!UTM  13      -   0.99978674  x   0.99979811  =   0.99958489
 AG9848
 AG9848                          SUPERSEDED SURVEY CONTROL
 AG9848
 AG9848  ELLIP H (08/11/98) 1359.72   (m)                       GP(       ) 4 1
 AG9848
 AG9848.Superseded values are not recommended for survey control.
 AG9848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9848.See file dsdata.txt to determine how the superseded data were derived.
 AG9848
 AG9848_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE2685945114(NAD 83)
 AG9848_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9848_STAMPING: MONSSON 1997
 AG9848_MARK LOGO: NGS   
 AG9848_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9848+STABILITY: SURFACE MOTION
 AG9848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9848+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AG9848
 AG9848  HISTORY     - Date     Condition        Report By
 AG9848  HISTORY     - 1997     MONUMENTED       NGS
 AG9848
 AG9848                          STATION DESCRIPTION
 AG9848
 AG9848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AG9848'THE STATION IS LOCATED ABOUT 10 MI (16.1 KM) SOUTHEAST OF BRUSH, 6.5
 AG9848'MI (10.5 KM) NORTHEAST OF GARY AND 2 MI (3.2 KM) WEST OF THE
 AG9848'MORGAN-WASHINGTON COUNTY LINE, IN THE SOUTHEAST 1/4 OF SECTION 10, T 2
 AG9848'N, R 55 W.  OWNERSHIP--MORGAN COUNTY ROAD RIGHT-OF-WAY  TO REACH THE
 AG9848'STATION FROM THE INTERSECTION OF STATE HIGHWAY 71 AND COUNTY ROAD K,
 AG9848'SOUTH OF BRUSH, GO EAST ON MORGAN COUNTY ROAD K FOR 3.9 MI (6.3 KM) TO
 AG9848'THE STATION ON THE LEFT AT THE INTERSECTION OF MORGAN COUNTY ROAD 34
 AG9848'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 40 CM CONCRETE
 AG9848'POST PROJECTING 2 CM ABOVE THE GROUND.  IT IS 12.7 M (41.7 FT) EAST
 AG9848'FROM THE CENTER OF A GATE FOR A NORTHERN FIELD, 9.8 M (32.2 FT) WEST
 AG9848'FROM A POWER POLE NUMBER 46092, 9.0 M (29.5 FT) SOUTH FROM THE CENTER
 AG9848'OF COUNTY ROAD K, 1.3 M (4.3 FT) WEST FROM THE EXTENDED CENTER OF
 AG9848'COUNTY ROAD 34, 0.9 M (3.0 FT) EAST-NORTHEAST FROM A WITNESS POST AND
 AG9848'0.6 M (2.0 FT) SOUTH FROM THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0386 ***********************************************************************
 JM0386  DESIGNATION -  MONT
 JM0386  PID         -  JM0386
 JM0386  STATE/COUNTY-  CO/MONTROSE
 JM0386  USGS QUAD   -  GOOD POINT (1976)
 JM0386
 JM0386                         *CURRENT SURVEY CONTROL
 JM0386  ___________________________________________________________________
 JM0386* NAD 83(1992)-  38 39 56.55058(N)    108 15 55.16827(W)     ADJUSTED  
 JM0386* NAVD 88     -      1919.     (meters)    6296.     (feet)  SCALED    
 JM0386  ___________________________________________________________________
 JM0386  LAPLACE CORR-          -4.11  (seconds)                    DEFLEC99
 JM0386  GEOID HEIGHT-         -16.77  (meters)                     GEOID03
 JM0386
 JM0386  HORZ ORDER  -  SECOND
 JM0386
 JM0386.The horizontal coordinates were established by classical geodetic methods
 JM0386.and adjusted by the National Geodetic Survey in January 1993..
 JM0386
 JM0386.The orthometric height was scaled from a topographic map.
 JM0386
 JM0386.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0386
 JM0386.The geoid height was determined by GEOID03.
 JM0386
 JM0386;                    North         East     Units Scale Factor Converg.
 JM0386;SPC CO S     -   530,237.051   673,751.558   MT  1.00005068   -1 41 46.3
 JM0386;SPC CO S     - 1,739,619.39  2,210,466.57   sFT  1.00005068   -1 41 46.3
 JM0386;UTM  12      - 4,283,230.008   737,930.574   MT  1.00029719   +1 42 33.7
 JM0386
 JM0386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0386!SPC CO S     -   0.99970160  x   1.00005068  =   0.99975226
 JM0386!UTM  12      -   0.99970160  x   1.00029719  =   0.99999870
 JM0386
 JM0386:                Primary Azimuth Mark                     Grid Az
 JM0386:SPC CO S     -  LUJANE                                   118 43 55.6
 JM0386:UTM  12      -  LUJANE                                   115 19 35.6
 JM0386
 JM0386|---------------------------------------------------------------------|
 JM0386| PID    Reference Object                     Distance      Geod. Az  |
 JM0386|                                                           dddmmss.s |
 JM0386| JL0818 LUJANE                              APPROX.51.0 KM 1170209.3 |
 JM0386| CM7653 MONT AZ MK                                         1823513.3 |
 JM0386| CM7654 MONT RM 1                            36.323 METERS 20220     |
 JM0386| CM7655 MONT RM 2                            25.420 METERS 27631     |
 JM0386|---------------------------------------------------------------------|
 JM0386
 JM0386                          SUPERSEDED SURVEY CONTROL
 JM0386
 JM0386  NAD 83(1986)-  38 39 56.54162(N)    108 15 55.13597(W) AD(       ) 2
 JM0386  NAD 27      -  38 39 56.59500(N)    108 15 52.86100(W) AD(       ) 2
 JM0386
 JM0386.Superseded values are not recommended for survey control.
 JM0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0386.See file dsdata.txt to determine how the superseded data were derived.
 JM0386
 JM0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH3793183230(NAD 83)
 JM0386_MARKER: DS = TRIANGULATION STATION DISK
 JM0386_SETTING: 80 = SET IN A BOULDER
 JM0386_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 JM0386_STAMPING: MONT 1937
 JM0386_MARK LOGO: CGS   
 JM0386_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JM0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JM0386
 JM0386  HISTORY     - Date     Condition        Report By
 JM0386  HISTORY     - 1937     MONUMENTED       CGS
 JM0386  HISTORY     - 1966     GOOD             USFS
 JM0386  HISTORY     - 19940118 GOOD             KOOGLE
 JM0386  HISTORY     - 19940118 GOOD             KOOGLE
 JM0386
 JM0386                          STATION DESCRIPTION
 JM0386
 JM0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 JM0386'THIS STATION IS LOCATED 12 MILES SW OF DELTA, NEAR THE
 JM0386'DELTA-MONTROSE COUNTY LINE, ON THE E RIM OF DRY FORK CANYON,
 JM0386'ABOUT 72 FEET W OF THE ROAD AND 83 FEET E OF THE CANYON RIM.
 JM0386'
 JM0386'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE IN A
 JM0386'DEPRESSION IN A BOULDER.
 JM0386'
 JM0386'REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 JM0386'CONCRETE IN DEPRESSIONS IN OUTCROPPING BEDROCK.
 JM0386'
 JM0386'THE AZIMUTH MARK IS ON THE EASTERN RIM OF THE CANYON, ABOUT
 JM0386'0.15 MILE SSW OF THE STATION.
 JM0386'
 JM0386'TO REACH STATION FROM THE CONOCO GAS STATION ON 5TH STREET,
 JM0386'IN DELTA, GO W ON MAIN-TRAVELED ROAD (PASSING TEXACO BULK
 JM0386'STATION ON RAILROAD) 2.2 MILES TO FORK, KEEP STRAIGHT W ON
 JM0386'MAIN-TRAVELED ROAD 3.1 MILES TO STEEL BRIDGE OVER CREEK.
 JM0386'CONTINUE ON MAIN-TRAVELED ROAD 6.6 MILES TO A TURN IN THE ROAD
 JM0386'AND A NEW CORRUGATED IRON CULVERT AND SOME DEEP DRAIN FURROWS
 JM0386'ON THE LEFT SIDE OF THE ROAD.  GO TO THE END OF THESE FURROWS,
 JM0386'TURN LEFT AND PICK UP THE DIM ROAD WHICH LEADS W AND SW.
 JM0386'FOLLOW THIS ROAD 0.7 MILE TO WHERE IT COMES TO THE EDGE OF
 JM0386'THE DEEP CANYON.  TURN LEFT ON TRACK ROAD ALONG THE EDGE OF
 JM0386'THE CANYON AND FOLLOW MAIN-TRAVELED ROAD 1.9 MILES TO A
 JM0386'BLAZE ON A CEDAR TREE ON THE LEFT SIDE OF THE ROAD AND
 JM0386'STATION.
 JM0386'
 JM0386'HEIGHT OF LIGHT ABOVE STATION MARK - 1-1/2 METERS.
 JM0386
 JM0386                          STATION RECOVERY (1966)
 JM0386
 JM0386'RECOVERY NOTE BY US FOREST SERVICE 1966
 JM0386'STATION RECOVERED.
 JM0386'
 JM0386'THIS STATION IS LOCATED 12 MILES SW OF DELTA, COLO., ON THE
 JM0386'EAST RIM OF DRY FORK CANYON, ABOUT 72 FEET WEST OF A TRACK
 JM0386'ROAD AND 83 FEET EAST OF THE CANYON RIM.
 JM0386'
 JM0386'STANDARD STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED,
 JM0386'IN GOOD CONDITION, IN THE ORIGINAL C AND GS DESCRIPTION.
 JM0386'HOWEVER, THE BLAZED TREE AT LEFT OF ROAD OPPOSITE STATION
 JM0386'COULD NOT BE FOUND.
 JM0386'
 JM0386'FOLLOWING ARE AMENDED INSTRUCTIONS FOR REACHING THE STATION FROM
 JM0386'THE DELTA COUNTY COURTHOUSE IN DELTA, COLORADO.
 JM0386'
 JM0386'TO REACH THE STATION FROM THE DELTA COUNTY COURTHOUSE IN DELTA,
 JM0386'COLORADO WHICH IS AT THE CORNER OF 5TH AND PALMER, PROCEED
 JM0386'WEST ON 5TH STREET 0.45 MILES CROSSING THE UNCOMPAHGRE RIVER,
 JM0386'THENCE CONTINUE WESTERLY 1.7 MILES ON PAVED ROAD TO END OF
 JM0386'PAVEMENT AT A Y FORK, THENCE PROCEED STRAIGHT AHEAD (LEFT)
 JM0386'WESTERLY, 3.1 MILES CROSSING MONITOR CREEK NEAR THE OLD
 JM0386'TOWNSITE OF ROUBIDEAU, THENCE CONTINUE SOUTHWESTERLY 1.7
 JM0386'MILES TO A Y FORK.  THE LEFT GOES INTO THE COLO. STATE
 JM0386'PRISON HONOR CAMP.  BEAR RIGHT AND CONTINUE WESTERLY ON MAIN
 JM0386'TRAVELED GRADED DIRT ROAD 5.9 MILES TO A TRACK ROAD LEFT AT
 JM0386'A POINT WHERE MAIN ROAD BENDS RIGHT (NORTH) NEAR EAST EDGE OF
 JM0386'THE DRY FORK OF THE ESCALANTE CANYON.
 JM0386'
 JM0386'TAKE TRACK ROAD LEFT AND FOLLOW THE MAIN SET OF TRACKS SOUTHERLY
 JM0386'WHICH FOLLOWS CLOSELY THE CANYON RIM FOR 2.5 MILES TO THE STATION
 JM0386'SITE ON RIGHT BETWEEN ROAD AND CANYON RIM ABOUT 50 YARDS WEST.
 JM0386'
 JM0386'STATION MARK--A 3X3 FLOURESCENT PINK CROSS TARGET WAS MOUNTED
 JM0386'ATOP A TALL SURVEY STAND WHICH WAS CENTERED OVER THE TABLET.
 JM0386'THE LEGS OF THE INSTRUMENT STAND WERE BOLTED TO ANGLE IRON
 JM0386'PLATES WHICH WERE SET IN CONCRETE.  THE TOP OF THE INSTRUMENT
 JM0386'STAND WAS 11.8 FT ABOVE THE TABLET.  THE CROSS TARGET MEASURED
 JM0386'11.8 FT-14.8 FT ABOVE THE TABLET.
 JM0386
 JM0386                          STATION RECOVERY (1994)
 JM0386
 JM0386'RECOVERY NOTE BY KOOGLE AND POULS ENGINEERS 1994 (KP)
 JM0386'USED IN GPS SURVEY, PHOTO MAPPING, OF ESCALANTE STATE WILDLIFE REFUGE,
 JM0386'FOUND STATION AND RMS IN GOOD CONDITION, DID NOT HAVE DRIVE TO
 JM0386'DESCRIPTION, FOUND BY TOPO.
 JM0386
 JM0386                          STATION RECOVERY (1994)
 JM0386
 JM0386'RECOVERY NOTE BY KOOGLE AND POULS ENGINEERS 1994 (KP)
 JM0386'USED IN GPS SURVEY, PHOTO MAPPING, OF ESCALANTE STATE WILDLIFE REFUGE,
 JM0386'FOUND STATION AND RMS IN GOOD CONDITION, DID NOT HAVE DRIVE TO
 JM0386'DESCRIPTION, FOUND BY TOPO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB4830 ***********************************************************************
 AB4830  DESIGNATION -  MONTAGUE
 AB4830  PID         -  AB4830
 AB4830  STATE/COUNTY-  CO/LOGAN
 AB4830  USGS QUAD   -  MESSEX (1984)
 AB4830
 AB4830                         *CURRENT SURVEY CONTROL
 AB4830  ___________________________________________________________________
 AB4830* NAD 83(1992)-  40 26 51.24860(N)    103 26 27.91737(W)     ADJUSTED  
 AB4830* NAVD 88     -      1274.9    (meters)    4183.     (feet)  GPS OBS   
 AB4830  ___________________________________________________________________
 AB4830  X           -  -1,130,049.683 (meters)                     COMP
 AB4830  Y           -  -4,728,408.371 (meters)                     COMP
 AB4830  Z           -   4,116,745.344 (meters)                     COMP
 AB4830  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 AB4830  ELLIP HEIGHT-        1255.28  (meters)          (12/03/02) GPS OBS
 AB4830  GEOID HEIGHT-         -19.64  (meters)                     GEOID03
 AB4830
 AB4830  HORZ ORDER  -  FIRST
 AB4830  ELLP ORDER  -  FOURTH    CLASS II
 AB4830
 AB4830.The horizontal coordinates were established by GPS observations
 AB4830.and adjusted by the National Geodetic Survey in July 1996..
 AB4830
 AB4830.The orthometric height was determined by GPS observations and a
 AB4830.high-resolution geoid model.
 AB4830
 AB4830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4830
 AB4830.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB4830
 AB4830.The ellipsoidal height was determined by GPS observations
 AB4830.and is referenced to NAD 83.
 AB4830
 AB4830.The geoid height was determined by GEOID03.
 AB4830
 AB4830;                    North         East     Units Scale Factor Converg.
 AB4830;SPC CO N     -   430,543.630 1,089,044.781   MT  0.99996273   +1 19 49.2
 AB4830;SPC CO N     - 1,412,541.89  3,572,974.42   sFT  0.99996273   +1 19 49.2
 AB4830;UTM  13      - 4,478,601.824   632,198.011   MT  0.99981512   +1 00 41.4
 AB4830
 AB4830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4830!SPC CO N     -   0.99980312  x   0.99996273  =   0.99976586
 AB4830!UTM  13      -   0.99980312  x   0.99981512  =   0.99961828
 AB4830
 AB4830                          SUPERSEDED SURVEY CONTROL
 AB4830
 AB4830  ELLIP H (10/08/96) 1255.31   (m)                       GP(       ) 1 1
 AB4830  ELLIP H (07/08/96) 1255.56   (m)                       GP(       ) 1 1
 AB4830
 AB4830.Superseded values are not recommended for survey control.
 AB4830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4830.See file dsdata.txt to determine how the superseded data were derived.
 AB4830
 AB4830_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE3219878602(NAD 83)
 AB4830_MARKER: DH = HORIZONTAL CONTROL DISK
 AB4830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4830_STAMPING: MONTAGUE 1995
 AB4830_MARK LOGO: NGS   
 AB4830_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB4830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4830+STABILITY: SURFACE MOTION
 AB4830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4830+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1997
 AB4830
 AB4830  HISTORY     - Date     Condition        Report By
 AB4830  HISTORY     - 1995     MONUMENTED       MSAM
 AB4830  HISTORY     - 19970508 GOOD             NGS
 AB4830
 AB4830                          STATION DESCRIPTION
 AB4830
 AB4830'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1995 (KCH)
 AB4830'STATION IS LOCATED ABOUT 6 MILES (9.7 KM) SOUTHWEST OF MERINO, AT THE
 AB4830'INTERSECTION OF COUNTY ROAD 15.2 AND COUNTY ROAD 2.7, IN NW 1/4 OF
 AB4830'SEC.  32, T.  6 N., R.  54 W.  TO REACH FROM THE POST OFFICE IN
 AB4830'MERINO, GO SOUTHEAST ON COLORADO AVENUE FOR 0.1 MILES (0.2 KM) TO US
 AB4830'6, GO SOUTHWEST ON US 6 FOR 1.5 MILES (2.4 KM) TO COUNTY ROAD 6, GO
 AB4830'WEST ON COUNTY ROAD 6 FOR 3.7 MILES (6.0 KM) TO COUNTY ROAD 15.2, GO
 AB4830'SOUTH ON COUNTY ROAD 15.2 FOR 1.2 MILES (1.9 KM) TO THE STATION ON THE
 AB4830'LEFT (EAST) .  THE STATION IS A STANDARD DISK SET IN A MASS OF
 AB4830'CONCRETE, 150 FT (45.7 M) NORTH OF COUNTY ROAD 2.7, 29 FT (8.8 M) EAST
 AB4830'OF COUNTY ROAD 15.2, IT IS 27.3 FT (8.3 M) NORTH OF A SINGLE FENCE
 AB4830'POST, 3.7 FT (1.1 M) SOUTH OF A FIBERGLASS WITNESS POST (NOAA) .
 AB4830
 AB4830                          STATION RECOVERY (1997)
 AB4830
 AB4830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AB4830'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1223 ***********************************************************************
 JK1223  DESIGNATION -  MONTE ROSA
 JK1223  PID         -  JK1223
 JK1223  STATE/COUNTY-  CO/TELLER
 JK1223  USGS QUAD   -  MANITOU SPRINGS (1994)
 JK1223
 JK1223                         *CURRENT SURVEY CONTROL
 JK1223  ___________________________________________________________________
 JK1223* NAD 83(1992)-  38 45 14.81304(N)    104 56 52.59514(W)     ADJUSTED  
 JK1223* NAVD 88     -      3506.     (meters)   11503.     (feet)  SCALED    
 JK1223  ___________________________________________________________________
 JK1223  LAPLACE CORR-         -23.04  (seconds)                    DEFLEC99
 JK1223  GEOID HEIGHT-         -15.78  (meters)                     GEOID03
 JK1223
 JK1223  HORZ ORDER  -  SECOND
 JK1223
 JK1223.The horizontal coordinates were established by classical geodetic methods
 JK1223.and adjusted by the National Geodetic Survey in January 1993..
 JK1223
 JK1223.The orthometric height was scaled from a topographic map.
 JK1223
 JK1223.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1223
 JK1223.The geoid height was determined by GEOID03.
 JK1223
 JK1223;                    North         East     Units Scale Factor Converg.
 JK1223;SPC CO C     -   407,159.629   962,387.114   MT  0.99995413   +0 20 53.4
 JK1223;SPC CO C     - 1,335,822.88  3,157,431.72   sFT  0.99995413   +0 20 53.4
 JK1223;UTM  13      - 4,289,492.293   504,523.259   MT  0.99960025   +0 01 57.3
 JK1223
 JK1223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1223!SPC CO C     -   0.99945261  x   0.99995413  =   0.99940677
 JK1223!UTM  13      -   0.99945261  x   0.99960025  =   0.99905308
 JK1223
 JK1223                          SUPERSEDED SURVEY CONTROL
 JK1223
 JK1223  NAD 83(1986)-  38 45 14.80103(N)    104 56 52.59360(W) AD(       ) 2
 JK1223  NAD 27      -  38 45 14.86000(N)    104 56 50.70400(W) AD(       ) 2
 JK1223
 JK1223.Superseded values are not recommended for survey control.
 JK1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1223.See file dsdata.txt to determine how the superseded data were derived.
 JK1223
 JK1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC0452389492(NAD 83)
 JK1223_MARKER: Z = SEE DESCRIPTION
 JK1223_SETTING: 0 = UNSPECIFIED SETTING
 JK1223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK1223
 JK1223  HISTORY     - Date     Condition        Report By
 JK1223  HISTORY     - 1879     MONUMENTED       CGS
 JK1223  HISTORY     - 1935     MARK NOT FOUND   CGS
 JK1223
 JK1223                          STATION DESCRIPTION
 JK1223
 JK1223'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (AWJ)
 JK1223'MONTE ROSA IS ABOUT 24 MILES BY ROAD AND 5 MILES BY TRAIL
 JK1223'FROM COLORADO SPRINGS.  24 MILES BY AUTOMOBILE FROM COLORADO
 JK1223'SPRINGS ALONG THE CORLEY MOUNTAIN HIGHWAY BRINGS ONE TO ROSEMONT,
 JK1223'WHERE THE TRAIL BEGINS.  UPON ARRIVING AT THE SUMMIT I FOUND
 JK1223'A UNITED STATES GEOLOGICAL SURVEY STANDARD ALUMINUM TRIANGULATION
 JK1223'STATION DISK, STAMPED 11495 V.A. 1906 - 7 - 75 AND SET IN A
 JK1223'ROCK OUTCROP AT THE VERY TOP OF THE PEAK AND PROJECTING 2
 JK1223'INCHES ABOVE GROUND.  I COULD FIND NO TRACE OF ANY OTHER TYPE
 JK1223'OF MARK.  A LARGE RECTANGULAR WOOD STRUCTURE (ABOUT 7 FEET
 JK1223'HIGH AND 2 FEET WIDE AND 1 INCH THICK) IN THE CENTER OF A
 JK1223'ROCK CAIRN IS 3 FEET NORTHWEST OF THE U.S.G.S. DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1228 ***********************************************************************
 JK1228  DESIGNATION -  MONTE ROSA
 JK1228  PID         -  JK1228
 JK1228  STATE/COUNTY-  CO/TELLER
 JK1228  USGS QUAD   -  MANITOU SPRINGS (1994)
 JK1228
 JK1228                         *CURRENT SURVEY CONTROL
 JK1228  ___________________________________________________________________
 JK1228* NAD 83(1992)-  38 45 14.85252(N)    104 56 52.63696(W)     ADJUSTED  
 JK1228* NAVD 88     -      3506.7    (meters)   11505.     (feet)  VERTCON   
 JK1228  ___________________________________________________________________
 JK1228  LAPLACE CORR-         -23.04  (seconds)                    DEFLEC99
 JK1228  GEOID HEIGHT-         -15.78  (meters)                     GEOID03
 JK1228
 JK1228  HORZ ORDER  -  THIRD
 JK1228
 JK1228.The horizontal coordinates were established by classical geodetic methods
 JK1228.and adjusted by the National Geodetic Survey in January 1993..
 JK1228
 JK1228.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1228
 JK1228.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1228
 JK1228.The geoid height was determined by GEOID03.
 JK1228
 JK1228;                    North         East     Units Scale Factor Converg.
 JK1228;SPC CO C     -   407,160.840   962,386.097   MT  0.99995413   +0 20 53.4
 JK1228;SPC CO C     - 1,335,826.86  3,157,428.39   sFT  0.99995413   +0 20 53.4
 JK1228;UTM  13      - 4,289,493.510   504,522.249   MT  0.99960025   +0 01 57.3
 JK1228
 JK1228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1228!SPC CO C     -   0.99945257  x   0.99995413  =   0.99940672
 JK1228!UTM  13      -   0.99945257  x   0.99960025  =   0.99905303
 JK1228
 JK1228:                Primary Azimuth Mark                     Grid Az
 JK1228:SPC CO C     -  BALDY                                    295 18 11.5
 JK1228:UTM  13      -  BALDY                                    295 37 07.6
 JK1228
 JK1228|---------------------------------------------------------------------|
 JK1228| PID    Reference Object                     Distance      Geod. Az  |
 JK1228|                                                           dddmmss.s |
 JK1228| JK1227 BALDY                               APPROX. 3.6 KM 2953904.9 |
 JK1228|---------------------------------------------------------------------|
 JK1228
 JK1228                          SUPERSEDED SURVEY CONTROL
 JK1228
 JK1228  NAD 83(1986)-  38 45 14.84167(N)    104 56 52.63282(W) AD(       ) 3
 JK1228  NAD 27      -  38 45 14.85823(N)    104 56 50.70795(W) AD(       ) 3
 JK1228  NGVD 29 (07/19/86) 3505.3    (m)        11500.     (f) VERT ANG       
 JK1228
 JK1228.Superseded values are not recommended for survey control.
 JK1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1228.See file dsdata.txt to determine how the superseded data were derived.
 JK1228
 JK1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC0452289494(NAD 83)
 JK1228_MARKER: DD = SURVEY DISK
 JK1228_SETTING: 66 = SET IN ROCK OUTCROP
 JK1228
 JK1228  HISTORY     - Date     Condition        Report By
 JK1228  HISTORY     - 1947     MONUMENTED       USGS
 JK1228  HISTORY     - 1951     GOOD             AMS
 JK1228
 JK1228                          STATION DESCRIPTION
 JK1228
 JK1228'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JK1228'STATION LIES 1.0 MI. NE. OF ROSEMONT, TELLER COUNTY, COLORADO, ON TOP
 JK1228'OF HIGHEST PEAK IN IMMEDIATE VICINITY.
 JK1228
 JK1228                          STATION RECOVERY (1951)
 JK1228
 JK1228'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1951
 JK1228'RECOVERED BY THE ARMY MAP SERVICE IN 1951.  DESCRIBED AS LOCATED 39
 JK1228'FT. S. OF POINT OF EVERGREENS, 15 FT. SW. OF LONE SMALL EVERGREEN, 22
 JK1228'FT. W. OF E. EDGE OF TOP, 24 FT. N. OF S. EDGE OF TOP.
 JK1228'
 JK1228'STATION MARK--STANDARD TABLET SET IN ROCK LEDGE, STAMPED ---MONTE
 JK1228'ROSA 1947---.  NOT USC AND GS STATION ---MONTE ROSA---.
 JK1228'
 JK1228'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET SET IN BOULDER AND
 JK1228'STAMPED ---RM 1 1947---, 41.74 FT. DISTANT, N 20 DEG 54 MIN E, FROM
 JK1228'STATION.
 JK1228'
 JK1228'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET SET IN BOULDER AND
 JK1228'STAMPED ---RM 2 1947---, 23.08 FT. DISTANT, N 85 DEG 17 MIN W, FROM
 JK1228'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0462 ***********************************************************************
 HL0462  DESIGNATION -  MONTE VISTA
 HL0462  PID         -  HL0462
 HL0462  STATE/COUNTY-  CO/RIO GRANDE
 HL0462  USGS QUAD   -  MONTE VISTA (1964)
 HL0462
 HL0462                         *CURRENT SURVEY CONTROL
 HL0462  ___________________________________________________________________
 HL0462* NAD 83(1992)-  37 34 27.94733(N)    106 09 20.95075(W)     ADJUSTED  
 HL0462* NAVD 88     -      2337.1    (meters)    7668.     (feet)  GPS OBS   
 HL0462  ___________________________________________________________________
 HL0462  X           -  -1,408,841.176 (meters)                     COMP
 HL0462  Y           -  -4,863,257.143 (meters)                     COMP
 HL0462  Z           -   3,869,529.588 (meters)                     COMP
 HL0462  LAPLACE CORR-          -3.78  (seconds)                    DEFLEC99
 HL0462  ELLIP HEIGHT-        2320.51  (meters)          (12/03/02) GPS OBS
 HL0462  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 HL0462
 HL0462  HORZ ORDER  -  FIRST
 HL0462  ELLP ORDER  -  FOURTH    CLASS II
 HL0462
 HL0462.The horizontal coordinates were established by GPS observations
 HL0462.and adjusted by the CO DEPT OF TRANSP in January 2002..
 HL0462
 HL0462.The orthometric height was determined by GPS observations and a
 HL0462.high-resolution geoid model.
 HL0462
 HL0462.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HL0462
 HL0462.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0462
 HL0462.The ellipsoidal height was determined by GPS observations
 HL0462.and is referenced to NAD 83.
 HL0462
 HL0462.The geoid height was determined by GEOID03.
 HL0462
 HL0462;                    North         East     Units Scale Factor Converg.
 HL0462;SPC CO S     -   405,750.737   856,471.342   MT  0.99995562   -0 24 08.2
 HL0462;SPC CO S     - 1,331,200.54  2,809,939.73   sFT  0.99995562   -0 24 08.2
 HL0462;UTM  13      - 4,159,226.635   397,936.715   MT  0.99972831   -0 42 17.5
 HL0462
 HL0462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0462!SPC CO S     -   0.99963599  x   0.99995562  =   0.99959163
 HL0462!UTM  13      -   0.99963599  x   0.99972831  =   0.99936440
 HL0462
 HL0462:                Primary Azimuth Mark                     Grid Az
 HL0462:SPC CO S     -  MONTE VISTA AZ MK                        011 03 17.9
 HL0462:UTM  13      -  MONTE VISTA AZ MK                        011 21 27.2
 HL0462
 HL0462|---------------------------------------------------------------------|
 HL0462| PID    Reference Object                     Distance      Geod. Az  |
 HL0462|                                                           dddmmss.s |
 HL0462| CM7658 MONTE VISTA AZ MK                                  0103909.7 |
 HL0462| CM7659 MONTE VISTA RM 1                     24.272 METERS 09316     |
 HL0462| CM7661 MONTE VISTA RM 3                     19.925 METERS 26845     |
 HL0462| CM7660 MONTE VISTA RM 2                     18.873 METERS 26939     |
 HL0462| HL0463 MONTE VISTA AZ MK 2                 APPROX. 0.7 KM 2715720.6 |
 HL0462|---------------------------------------------------------------------|
 HL0462
 HL0462                          SUPERSEDED SURVEY CONTROL
 HL0462
 HL0462  ELLIP H (01/28/02) 2320.54   (m)                       GP(       ) 4 2
 HL0462  NAD 83(1992)-  37 34 27.94136(N)    106 09 20.95673(W) AD(       ) 1
 HL0462  NAD 83(1986)-  37 34 27.94180(N)    106 09 20.96669(W) AD(       ) 1
 HL0462  NAD 27      -  37 34 27.93000(N)    106 09 18.86300(W) AD(       ) 1
 HL0462  NGVD 29 (07/19/86) 2337.8    (m)         7670.     (f) VERT ANG       
 HL0462
 HL0462.Superseded values are not recommended for survey control.
 HL0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0462.See file dsdata.txt to determine how the superseded data were derived.
 HL0462
 HL0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB9793759227(NAD 83)
 HL0462_MARKER: DH = HORIZONTAL CONTROL DISK
 HL0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0462_STAMPING: MONTE VISTA 1935 1979
 HL0462_MARK LOGO: NGS   
 HL0462_MAGNETIC: O = OTHER; SEE DESCRIPTION
 HL0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0462+STABILITY: SURFACE MOTION
 HL0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HL0462+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2000
 HL0462
 HL0462  HISTORY     - Date     Condition        Report By
 HL0462  HISTORY     - 1935     MONUMENTED       CGS
 HL0462  HISTORY     - 1962     SEE DESCRIPTION  USGS
 HL0462  HISTORY     - 1979     POOR             NGS
 HL0462  HISTORY     - 20000215 GOOD             CODOT
 HL0462
 HL0462                          STATION DESCRIPTION
 HL0462
 HL0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 HL0462'STATION IS LOCATED IN THE SW PART OF MONTE VISTA, 0.35 MILE
 HL0462'W OF STATE HIGHWAY 15.  0.4 MILE S OF MAIN E-W STREET.
 HL0462'150 YARDS NE OF AW BRICK HOUSE, 81.5 FEET W OF W END OF A
 HL0462'GATE.  219 FEET ENE OF A FENCE CORNER.  AND 20 YARDS S
 HL0462'OF AN IRRIGATION DITCH WHICH IS DRY AT PRESENT.  STATION IS
 HL0462'22 FEET S OF CENTER OF GRAVELED COUNTY ROAD, 4 FEET N OF
 HL0462'FENCE, AND PROJECTS 6 INCHES.
 HL0462'
 HL0462'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HL0462'BRONZE DISKS SET IN CONCRETE AS DESCRIBED.
 HL0462'
 HL0462'REFERENCE MARK NO. 1 IS E OF STATION IN FENCE LINE, 2 FEET
 HL0462'W OF W GATEPOST, 24 FEET S OF CENTER OF ROAD AND PROJECTS
 HL0462'6 INCHES.
 HL0462'
 HL0462'REFERENCE MARK NO. 2 IS W OF STATION, 3 FEET N OF FENCE, 23
 HL0462'FEET S OF CENTER OF ROAD, 157 FEET ENE OF FENCE CORNER, AND
 HL0462'PROJECTS 6 INCHES.
 HL0462'
 HL0462'AZIMUTH MARK IS NNE OF STATION, 27 FEET W OF CENTER OF S
 HL0462'END OF N-S STREET, 50 FEET SE OF SE CORNER OF HOUSE, 3 FEET
 HL0462'S OF TREE AND PROJECTS 8 INCHES.
 HL0462'
 HL0462'STATION IS REACHED FROM JUNCTION OF U.S. HIGHWAY 160 WITH
 HL0462'STATE HIGHWAY 15 IN MONTE VISTA, BY DRIVING S ON STATE HIGHWAY
 HL0462'15 FOR 0.4 MILE.  TURN RIGHT OR W ON GRAVELED ROAD FOR 0.35
 HL0462'MILE TO STATION.
 HL0462'
 HL0462'ALL OBJECTS ARE VISIBLE FROM GROUND EXCEPT STATION BRONSON.
 HL0462'
 HL0462'AN 8-FOOT STAND WAS USED.
 HL0462
 HL0462                          STATION RECOVERY (1962)
 HL0462
 HL0462'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 HL0462'SURFACE MARK DESTROYED.  UNDERGROUND MARK, REFERENCE MARKS AND
 HL0462'AZIMUTH MARK OK.
 HL0462
 HL0462                          STATION RECOVERY (1979)
 HL0462
 HL0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 HL0462'STATION SUB-SURFACE DISK AND REFERENCE MARK 1 WERE ONLY MARKS
 HL0462'RECOVERED.  A NEW STATION SURFACE MARK, REFERENCE MARK 2 AND AZIMUTH
 HL0462'MARK WERE ESTABLISHED AT THIS TIME.  DISTANCE TO REFERENCE MARK 1 DID
 HL0462'NOT CHECK PREVIOUS DATA B 0.012 METERS, NO DIRECTION CHECK.
 HL0462'
 HL0462'STATION MARK IS A STANDARD DISK, STAMPED---MONTE VISTA 1935 1979---
 HL0462'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH GROUND, 30 FEET
 HL0462'SOUTH OF THE CENTER OF SIXTH AVENUE, 3.9 FEET NORTH OF FENCE, 3.8 FEET
 HL0462'WESTNORTHWEST OF A METAL WITNESS POST.
 HL0462'
 HL0462'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---MONTE VISTA NO 1
 HL0462'1935---SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT
 HL0462'12 INCHES, 33 FEET SOUTH OF CENTER SIXTH AVENUE, IN FENCE LINE.
 HL0462'
 HL0462'REFERENCE MARK 3 IS A STANDARD DISK, STAMPED---MONTE VISTA 1935 NO 3
 HL0462'1979---SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT
 HL0462'3 INCHES, 31 FEET SOUTH OF CENTER SIXTH AVENUE, 2 FEET NORTH OF FENCE.
 HL0462'
 HL0462'AZIMUTH MARK IS A STANDARD DISK, STAMPED MONTE VISTA 1935 1979---
 HL0462'SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING ABOUT 4 INCHES,
 HL0462'54 FEET WEST OF WEST END OF SURFACED ROAD, 45 FEET WEST OF THE NORTH
 HL0462'END OF A METAL CULVERT, 33 FEET NORTH OF CENTER GRAVELED ROAD, 2.3
 HL0462'FEET EAST OF A METAL WITNESS POST, 1 FOOT SOUTH OF A FENCE.
 HL0462'
 HL0462'STATION IS REACHED FROM THE JUNCTION OF U.S. HIGHWAY 160 AND STATE
 HL0462'HIGHWAY 15 IN MONTE VISTA.  GO SOUTH ON HIGHWAY 15 (BROADWAY) FOR 0.4
 HL0462'MILE.  TURN RIGHT AND GO WEST ON SIXTH AVENUE FOR 0.35 MILE TO STATION
 HL0462'ON LEFT.  CONTINUE WEST ON SIXTH AVENUE FOR 0.4 MILE TO AZIMUTH MARK
 HL0462'ON RIGHT.
 HL0462
 HL0462                          STATION RECOVERY (2000)
 HL0462
 HL0462'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2000 (RSC)
 HL0462'THE STATION IS LOCATED ABOUT 17.75 MI (28.57 KM) WEST-NORTHWEST OF
 HL0462'ALAMOSA, 3 MI (4.8 KM) SOUTH OF MAXEYVILLE AND 0.5 MI (0.8 KM)
 HL0462'SOUTHWEST OF MONTE VISTA, IN THE NORTHEAST 1/4 OF SECTION 1, T 38 N, R
 HL0462'7 E.  OWNERSHIP--CITY OF MONTE VISTA RIGHT-OF-WAY
 HL0462'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 160 AND
 HL0462'STATE HIGHWAY 15 IN MONTE VISTA, GO SOUTH ON STATE HIGHWAY 15
 HL0462'(BROADWAY) FOR 0.4 MI (0.6 KM) TO THE INTERSECTION OF SIXTH AVENUE.
 HL0462'TURN RIGHT, WEST, ON SIXTH AVENUE FOR 0.35 MI (0.56 KM) TO THE STATION
 HL0462'ON THE LEFT
 HL0462'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 45 CM CONCRETE
 HL0462'POST RECESSED 5 CM BELOW THE GROUND.  IT IS 16.6 M (54.5 FT) SOUTH
 HL0462'FROM A POWER POLE, 8.5 M (27.9 FT) SOUTH-SOUTHEAST FROM THE CENTER
 HL0462'LINE OF SIXTH AVENUE, 1.2 M (3.9 FT) EAST FROM A PLASTIC WITNESS POST,
 HL0462'1.0 M (3.3 FT) NORTH-NORTHWEST FROM THE SOUTHERN RIGHT-OF-WAY FENCE,
 HL0462'0.9 M (3.0 FT) WEST FROM A METAL WITNESS POST AND ABOUT 45 CM BELOW
 HL0462'THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0438 ***********************************************************************
 JM0438  DESIGNATION -  MONTPELIER
 JM0438  PID         -  JM0438
 JM0438  STATE/COUNTY-  CO/MESA
 JM0438  USGS QUAD   -  UNCOMPAHGRE BUTTE (1973)
 JM0438
 JM0438                         *CURRENT SURVEY CONTROL
 JM0438  ___________________________________________________________________
 JM0438* NAD 83(1992)-  38 34 35.95579(N)    108 38 50.39635(W)     ADJUSTED  
 JM0438* NAVD 88     -      2951.74   (+/-2cm)    9684.2    (feet)  VERTCON   
 JM0438  ___________________________________________________________________
 JM0438  LAPLACE CORR-           7.99  (seconds)                    DEFLEC99
 JM0438  GEOID HEIGHT-         -17.06  (meters)                     GEOID03
 JM0438
 JM0438  HORZ ORDER  -  THIRD
 JM0438  VERT ORDER  -  THIRD ? (See Below)
 JM0438
 JM0438.The horizontal coordinates were established by classical geodetic methods
 JM0438.and adjusted by the National Geodetic Survey in November 1997..
 JM0438
 JM0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0438.The vertical order pertains to the NGVD 29 superseded value.
 JM0438
 JM0438.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0438
 JM0438.The geoid height was determined by GEOID03.
 JM0438
 JM0438;                    North         East     Units Scale Factor Converg.
 JM0438;SPC CO C     -   392,065.024   640,203.570   MT  0.99997751   -1 59 06.0
 JM0438;SPC CO C     - 1,286,300.00  2,100,401.21   sFT  0.99997751   -1 59 06.0
 JM0438;UTM  12      - 4,272,423.734   704,942.953   MT  1.00011726   +1 28 03.2
 JM0438
 JM0438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0438!SPC CO C     -   0.99953975  x   0.99997751  =   0.99951727
 JM0438!UTM  12      -   0.99953975  x   1.00011726  =   0.99965696
 JM0438
 JM0438:                Primary Azimuth Mark                     Grid Az
 JM0438:SPC CO C     -  MONUMENT HILL                            152 46 19.4
 JM0438:UTM  12      -  MONUMENT HILL                            149 19 10.2
 JM0438
 JM0438|---------------------------------------------------------------------|
 JM0438| PID    Reference Object                     Distance      Geod. Az  |
 JM0438|                                                           dddmmss.s |
 JM0438| JM0436 MONUMENT HILL                       APPROX. 6.5 KM 1504713.4 |
 JM0438|---------------------------------------------------------------------|
 JM0438
 JM0438                          SUPERSEDED SURVEY CONTROL
 JM0438
 JM0438  NAD 83(1992)-  38 34 35.95271(N)    108 38 50.40014(W) AD(       ) 3
 JM0438  NAD 83(1986)-  38 34 35.94991(N)    108 38 50.39159(W) AD(       ) 3
 JM0438  NAD 27      -  38 34 35.99250(N)    108 38 48.05187(W) AD(       ) 3
 JM0438  NGVD 29 (07/19/86) 2950.26   (m)         9679.3    (f) LEVELING    3  
 JM0438
 JM0438.Superseded values are not recommended for survey control.
 JM0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0438.See file dsdata.txt to determine how the superseded data were derived.
 JM0438
 JM0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH0494372424(NAD 83)
 JM0438
 JM0438  HISTORY     - Date     Condition        Report By
 JM0438  HISTORY     - 1947     MONUMENTED       USGS
 JM0438  HISTORY     - 1947     GOOD             USGS
 JM0438
 JM0438                          STATION DESCRIPTION
 JM0438
 JM0438'DESCRIBED BY US GEOLOGICAL SURVEY 1947 (LMS)
 JM0438'FOUND AS DESCRIBED.
 JM0438'
 JM0438'STATION MARK--STANDARD TABLET, STAMPED ---MONTPELIER---, AND CEMENTED
 JM0438'IN ROCK OUTCROP.
 JM0438'
 JM0438'REFERENCE MARK NO. 1--STANDARD REFERENCE TABLET, SET IN ROCK OUTCROP,
 JM0438'84.70 FT. FROM STATION, S 11 DEG 03 MIN W.
 JM0438'
 JM0438'REFERENCE MARK NO. 2--STANDARD REFERENCE TABLET, SET IN ROCK OUTCROP,
 JM0438'56.6 FT. FROM STATION, N 66 DEG 36 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0842 ***********************************************************************
 JL0842  DESIGNATION -  MONTROSE
 JL0842  PID         -  JL0842
 JL0842  STATE/COUNTY-  CO/MONTROSE
 JL0842  USGS QUAD   -  MONTROSE WEST (1983)
 JL0842
 JL0842                         *CURRENT SURVEY CONTROL
 JL0842  ___________________________________________________________________
 JL0842* NAD 83(1992)-  38 29 33.30448(N)    107 53 25.22340(W)     ADJUSTED  
 JL0842* NAVD 88     -      1753.7    (meters)    5754.     (feet)  VERTCON   
 JL0842  ___________________________________________________________________
 JL0842  LAPLACE CORR-           4.86  (seconds)                    DEFLEC99
 JL0842  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 JL0842
 JL0842  HORZ ORDER  -  FIRST
 JL0842
 JL0842.This mark is at Montrose Regional Airport (MTJ)
 JL0842
 JL0842.The horizontal coordinates were established by classical geodetic methods
 JL0842.and adjusted by the National Geodetic Survey in January 1993..
 JL0842
 JL0842.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0842
 JL0842.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0842
 JL0842.The geoid height was determined by GEOID03.
 JL0842
 JL0842;                    North         East     Units Scale Factor Converg.
 JL0842;SPC CO S     -   510,124.135   705,884.889   MT  1.00001135   -1 27 58.3
 JL0842;SPC CO S     - 1,673,632.27  2,315,890.67   sFT  1.00001135   -1 27 58.3
 JL0842;UTM  13      - 4,264,429.943   247,918.362   MT  1.00038263   -1 47 59.8
 JL0842
 JL0842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0842!SPC CO S     -   0.99972749  x   1.00001135  =   0.99973884
 JL0842!UTM  13      -   0.99972749  x   1.00038263  =   1.00011002
 JL0842
 JL0842:                Primary Azimuth Mark                     Grid Az
 JL0842:SPC CO S     -  MONTROSE TV STATION KFXJ MAST            050 52 32.5
 JL0842:UTM  13      -  MONTROSE TV STATION KFXJ MAST            051 12 34.0
 JL0842
 JL0842|---------------------------------------------------------------------|
 JL0842| PID    Reference Object                     Distance      Geod. Az  |
 JL0842|                                                           dddmmss.s |
 JL0842| JL0860 MONTROSE TV STATION KFXJ MAST       APPROX. 4.2 KM 0492434.2 |
 JL0842| JL0832 MONTROSE RADIO STA KUBC S MAST      APPROX. 3.1 KM 0884559.0 |
 JL0842| AB7979 MONTROSE AZ MK                                     1111900.1 |
 JL0842| JL0841 MONTROSE 2                           48.704 METERS 12540     |
 JL0842| JL0834 MONTROSE MTN STS TT CO MST 32       APPROX. 1.8 KM 1321133.0 |
 JL0842| JL0839 AIRPORT BCN MONTROSE MUN APT        210.375 METERS 14815     |
 JL0842| CM7665 MONTROSE RM 1                         9.337 METERS 15620     |
 JL0842| CM7666 MONTROSE RM 2                        12.196 METERS 27219     |
 JL0842|---------------------------------------------------------------------|
 JL0842
 JL0842                          SUPERSEDED SURVEY CONTROL
 JL0842
 JL0842  NAD 83(1986)-  38 29 33.29422(N)    107 53 25.20475(W) AD(       ) 1
 JL0842  NAD 27      -  38 29 33.34070(N)    107 53 22.97700(W) AD(       ) 1
 JL0842  NGVD 29 (07/19/86) 1752.5    (m)         5750.     (f) VERT ANG       
 JL0842
 JL0842.Superseded values are not recommended for survey control.
 JL0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0842.See file dsdata.txt to determine how the superseded data were derived.
 JL0842
 JL0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC4791864430(NAD 83)
 JL0842_MARKER: DS = TRIANGULATION STATION DISK
 JL0842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0842
 JL0842  HISTORY     - Date     Condition        Report By
 JL0842  HISTORY     - 1958     MONUMENTED       CGS
 JL0842  HISTORY     - 1964     GOOD             CGS
 JL0842  HISTORY     - 1966     GOOD             CGS
 JL0842  HISTORY     - 1969     GOOD             CGS
 JL0842  HISTORY     - 20030621 MARK NOT FOUND   USPSQD
 JL0842
 JL0842                          STATION DESCRIPTION
 JL0842
 JL0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 JL0842'THE STATION IS ON THE MUNICIPAL AIRPORT, ABOUT 1-1/4 MILES
 JL0842'NORTH OF THE CENTER OF MONTROSE.
 JL0842'
 JL0842'TO REACH THE STATION FROM THE STOP AND GO LIGHT AND THE
 JL0842'JUNCTION OF STATE HIGHWAY 789 AND 90 AND U.S. HIGHWAY 50 IN
 JL0842'MONTROSE, GO NORTH ON HIGHWAY 50 FOR 1.2 MILES TO A SIDE
 JL0842'ROAD ON THE RIGHT JUST AFTER PASSING A SAWMILL ON THE LEFT,
 JL0842'TURN SHARP RIGHT SOUTHEAST FOR 0.15 MILE TO THE STATION ON
 JL0842'THE LEFT.
 JL0842'
 JL0842'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON
 JL0842'GRAVELED ROAD FOR 0.15 MILE TO THE AIRPORT BEACON ON THE LEFT,
 JL0842'CONTINUE SOUTH FOR 100 FEET TO A TRACK ROAD ON THE LEFT, TURN
 JL0842'LEFT AND FOLLOW ALONG THE SOUTH SIDE OF AN IRRIGATION DITCH
 JL0842'FOR 0.15 MILE TO THE MARK ON THE LEFT.
 JL0842'
 JL0842'THE STATION MARK IS A STANDARD DISK, STAMPED MONTROSE 1958,
 JL0842'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 JL0842'6 INCHES.  IT IS 204 FEET NORTHWEST OF THE NORTHEAST CORNER
 JL0842'OF THE ADMINISTRATION BUILDING, 150 FEET SOUTHWEST OF THE
 JL0842'SOUTHWEST EDGE OF THE TAXI STRIP AND 114 FEET EAST OF THE
 JL0842'CENTER OF A GRAVELED ROAD.  THE UNDERGROUND DISK IS SET IN
 JL0842'AN IRREGULAR MASS OF CONCRETE 30 INCHES BELOW THE GROUND
 JL0842'SURFACE.
 JL0842'
 JL0842'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MONTROSE NO 1
 JL0842'1958, SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST
 JL0842'PROJECTING 8 INCHES.  IT IS 176 FEET NORTHWEST OF THE NORTHEAST
 JL0842'CORNER OF THE ADMINISTRATION BUILDING, 163 FEET SOUTHWEST
 JL0842'OF THE SOUTHWEST EDGE OF THE TAXI STRIP AND 104 FEET EAST OF
 JL0842'THE CENTER OF THE GRAVELED ROAD.
 JL0842'
 JL0842'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MONTROSE NO 2
 JL0842'1958, SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST
 JL0842'PROJECTING 5 INCHES.  IT IS 235 FEET NORTHWEST OF THE NORTHEAST
 JL0842'CORNER OF THE ADMINISTRATION BUILDING, 178 FEET SOUTHWEST
 JL0842'OF THE SOUTHWEST EDGE OF THE TAXI STRIP AND 87 FEET EAST OF
 JL0842'THE CENTER OF THE GRAVELED ROAD.
 JL0842'
 JL0842'THE AZIMUTH MARK IS A STANDARD DISK, STAMPED MONTROSE 1958,
 JL0842'SET IN THE TOP OF AN 11-INCH SQUARE, CONCRETE POST PROJECTING
 JL0842'6 INCHES.  IT IS 273 FEET SOUTHEAST OF THE CENTER OF THE
 JL0842'SOUTHEAST END OF THE LANDING STRIP, 48 FEET WEST OF THE CENTER
 JL0842'OF A MACADAM ROAD, 9 FEET WEST OF THE CENTER OF AN IRRIGATION
 JL0842'DITCH AND 5 FEET NORTH OF THE CENTER OF AN IRRIGATION DITCH.
 JL0842
 JL0842                          STATION RECOVERY (1964)
 JL0842
 JL0842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JJC)
 JL0842'THE STATION, REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE
 JL0842'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS FOUND
 JL0842'TO HAVE BEEN DESTROYED.
 JL0842'
 JL0842'THE ORIGINAL DESCRIPTION PROVED TO BE QUITE ADEQUATE FOR
 JL0842'FUTURE RECOVERY.
 JL0842
 JL0842                          STATION RECOVERY (1966)
 JL0842
 JL0842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EBB)
 JL0842'THE STATION MARK, REFERENCE MARK NO. 2, AND THE AZIMUTH
 JL0842'MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 JL0842'MARK NO. 1 WAS FOUND DESTROYED.
 JL0842'
 JL0842'DUE TO CONSTRUCTION AT THE MUNICIPAL AIRPORT, THE STATION
 JL0842'MARK AND REFERENCE MARK NO. 2 HAD TO BE MOVED.  THESE MARKS
 JL0842'WERE DESTROYED.
 JL0842'
 JL0842'MONTROSE 2 WAS ESTABLISHED SOUTHEAST OF THE OLD STATION
 JL0842'AND THE AZIMUTH MARK WAS USED AT THIS STATION.
 JL0842'
 JL0842'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/4
 JL0842'MILES NORTH OF MONTROSE
 JL0842
 JL0842                          STATION RECOVERY (1969)
 JL0842
 JL0842'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WTJ)
 JL0842'RECOVERED AS DESCRIBED BY EBB IN 1966.
 JL0842'
 JL0842'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MONTROSE
 JL0842'COUNTY AIRPORT
 JL0842
 JL0842                          STATION RECOVERY (2003)
 JL0842
 JL0842'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 JL0842'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0841 ***********************************************************************
 JL0841  DESIGNATION -  MONTROSE 2
 JL0841  PID         -  JL0841
 JL0841  STATE/COUNTY-  CO/MONTROSE
 JL0841  USGS QUAD   -  MONTROSE WEST (1983)
 JL0841
 JL0841                         *CURRENT SURVEY CONTROL
 JL0841  ___________________________________________________________________
 JL0841* NAD 83(1992)-  38 29 32.38360(N)    107 53 23.59056(W)     ADJUSTED  
 JL0841* NAVD 88     -      1754.4    (meters)    5756.     (feet)  VERTCON   
 JL0841  ___________________________________________________________________
 JL0841  LAPLACE CORR-           4.87  (seconds)                    DEFLEC99
 JL0841  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 JL0841
 JL0841  HORZ ORDER  -  SECOND
 JL0841
 JL0841.This mark is at Montrose Regional Airport (MTJ)
 JL0841
 JL0841.The horizontal coordinates were established by classical geodetic methods
 JL0841.and adjusted by the National Geodetic Survey in January 1993..
 JL0841
 JL0841.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0841
 JL0841.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0841
 JL0841.The geoid height was determined by GEOID03.
 JL0841
 JL0841;                    North         East     Units Scale Factor Converg.
 JL0841;SPC CO S     -   510,094.737   705,923.720   MT  1.00001130   -1 27 57.3
 JL0841;SPC CO S     - 1,673,535.82  2,316,018.07   sFT  1.00001130   -1 27 57.3
 JL0841;UTM  13      - 4,264,400.307   247,957.035   MT  1.00038239   -1 47 58.7
 JL0841
 JL0841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0841!SPC CO S     -   0.99972738  x   1.00001130  =   0.99973868
 JL0841!UTM  13      -   0.99972738  x   1.00038239  =   1.00010967
 JL0841
 JL0841:                Primary Azimuth Mark                     Grid Az
 JL0841:SPC CO S     -  MONTROSE AZ MK                           111 16 50.4
 JL0841:UTM  13      -  MONTROSE AZ MK                           111 36 51.8
 JL0841
 JL0841|---------------------------------------------------------------------|
 JL0841| PID    Reference Object                     Distance      Geod. Az  |
 JL0841|                                                           dddmmss.s |
 JL0841| AB7979 MONTROSE AZ MK                                     1094853.1 |
 JL0841| CM7669 MONTROSE 2 RM 5                      15.079 METERS 12759     |
 JL0841| CM7667 MONTROSE 2 RM 3                      22.858 METERS 12905     |
 JL0841| JL0834 MONTROSE MTN STS TT CO MST 32       APPROX. 1.8 KM 1322225.1 |
 JL0841| CM7668 MONTROSE 2 RM 4                      20.770 METERS 18953     |
 JL0841| JL0842 MONTROSE                             48.704 METERS 30540     |
 JL0841|---------------------------------------------------------------------|
 JL0841
 JL0841                          SUPERSEDED SURVEY CONTROL
 JL0841
 JL0841  NAD 83(1986)-  38 29 32.37334(N)    107 53 23.57191(W) AD(       ) 2
 JL0841  NAD 27      -  38 29 32.41980(N)    107 53 21.34420(W) AD(       ) 2
 JL0841  NGVD 29 (07/19/86) 1753.2    (m)         5752.     (f) VERT ANG       
 JL0841
 JL0841.Superseded values are not recommended for survey control.
 JL0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0841.See file dsdata.txt to determine how the superseded data were derived.
 JL0841
 JL0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC4795764400(NAD 83)
 JL0841_MARKER: DS = TRIANGULATION STATION DISK
 JL0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0841_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JL0841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0841+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 JL0841
 JL0841  HISTORY     - Date     Condition        Report By
 JL0841  HISTORY     - 1966     MONUMENTED       CGS
 JL0841  HISTORY     - 1969     GOOD             CGS
 JL0841  HISTORY     - 1974     GOOD             NGS
 JL0841  HISTORY     - 1977     GOOD             NGS
 JL0841  HISTORY     - 1979     GOOD             NGS
 JL0841  HISTORY     - 20030621 GOOD             USPSQD
 JL0841  HISTORY     - 20050830 GOOD             USGS-R
 JL0841
 JL0841                          STATION DESCRIPTION
 JL0841
 JL0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (EBB)
 JL0841'THE STATION IS ON THE MUNICIPAL AIRPORT, ABOUT 1-1/4 MILES
 JL0841'NORTH OF THE CENTER OF MONTROSE.
 JL0841'
 JL0841'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS
 JL0841'789 AND 90 AND U.S. HIGHWAY 50 IN MONTROSE, GO NORTH ON
 JL0841'U.S. HIGHWAY 50 FOR 1.05 MILES TO AIRPORT ENTRANCE ON THE
 JL0841'RIGHT.  TURN RIGHT AND GO EAST ON THE AIRPORT ROAD FOR 0.1
 JL0841'MILE AIRPORT TERMINAL BUILDING AND THE STATION.
 JL0841'
 JL0841'STATION MARKS ARE STANDARD DISKS STAMPED MONTROSE 2 1966.
 JL0841'THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST
 JL0841'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 52.5
 JL0841'FEET NORTH OF THE NORTHEAST CORNER OF THE TERMINAL BUILDING,
 JL0841'13.5 FEET WEST OF A FENCE AT THE WEST SIDE OF AIRSTRIP, AND
 JL0841'NEAR THE CENTER OF THE NORTH PART OF LAWN NORTH OF THE TERMINAL
 JL0841'BUILDING.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 JL0841'OF CONCRETE 36 INCHES BELOW THE SURFACE OF THE GROUND.
 JL0841'
 JL0841'REFERENCE MARK NO. 3, A STANDARD DISK STAMPED MONTROSE 2
 JL0841'NO 3 1966, IS CEMENTED IN A DRILLHOLE IN A CONCRETE RAMP
 JL0841'LEADING TO THE EAST ENTRANCE TO THE TERMINAL BUILDING AND
 JL0841'IS FLUSH WITH THE CONCRETE RAMP.  IT IS 34.3 FEET EAST OF
 JL0841'THE CENTER THE BAGGAGE COMPARTMENT DOOR, AND 0.7 FEET
 JL0841'NORTH OF A FENCE.
 JL0841'
 JL0841'REFERENCE MARK NO. 4, A STANDARD DISK STAMPED MONTROSE 2 NO
 JL0841'4 1966, IS CEMENTED IN A DRILLHOLE IN A CONCRETE CURB AND IS
 JL0841'FLUSH WITH THE CURB.  IT IS 16.3 FEET WEST OF THE NORTHWEST
 JL0841'CORNER OF THE TERMINAL BUILDING, 0.95 FEET EAST OF A METAL
 JL0841'LIGHT POLE, AND 0.9 FEET SOUTH OF THE NORTH EDGE OF THE CURB.
 JL0841'
 JL0841'AZIMUTH MARK, A STANDARD DISK STAMPED MONTROSE 1958, IS
 JL0841'SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS
 JL0841'5 INCHES.  IT IS 273 FEET SOUTHEAST OF THE CENTER OF THE
 JL0841'SOUTHEAST END OF A LANDING STRIP, 48 FEET WEST OF THE CENTER
 JL0841'OF A GRAVELED ROAD, 13 FEET NORTH OF A CORNER FENCE POST,
 JL0841'1.5 FEET SOUTHWEST OF A METAL WITNESS POST, 0.5 FEET WEST
 JL0841'OF A NORTH-SOUTH FENCE.
 JL0841'
 JL0841'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EAST-SOUTHEAST
 JL0841'FOR 0.25 MILE TO THE SOUTHEAST CORNER OF THE AIRPORT AND
 JL0841'THE MARK AS DESCRIBED ABOVE.
 JL0841
 JL0841                          STATION RECOVERY (1969)
 JL0841
 JL0841'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WTJ)
 JL0841'RECOVERED AS DESCRIBED IN GOOD CONDITION
 JL0841'
 JL0841'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MONTROSE
 JL0841'COUNTY AIRPORT
 JL0841
 JL0841                          STATION RECOVERY (1974)
 JL0841
 JL0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JVD)
 JL0841'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION,
 JL0841'AS WELL AS REFERENCE MARKS 3 AND 4 AND THE AZIMUTH MARK.
 JL0841'
 JL0841'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.25 MILES
 JL0841'NORTH
 JL0841
 JL0841                          STATION RECOVERY (1977)
 JL0841
 JL0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 JL0841'STATION MARK, REFERENCE MARK 4 AND THE AZIMUTH MARK WERE RECOVERED
 JL0841'AND ARE IN GOOD CONDITION.  REFERENCE MARK NUMBER 3 HAD BEEN
 JL0841'DESTROYED DURING THE EXPANSION OF THE AIRPORT TERMINAL OFFICE
 JL0841'BUILDING TO THE NORTH.  THE DISK WAS RETRIEVED.  A NEW REFERENCE
 JL0841'MARK, NUMBER 5 WAS ESTABLISHED AT THIS TIME.
 JL0841'
 JL0841'THE 1966 LOCATION AND ROUTE TO STATION IS ADEQUATE.
 JL0841'
 JL0841'STATION IS A STANDARD STATION MARK DISK, STAMPED MONTROSE 2 1966, SET
 JL0841'IN THE TOP OF A ROUND CONCRETE MONUMENT ABOUT 1 INCH BELOW THE
 JL0841'GROUND.  MARK IS IN A SMALL GRASS COVERED AREA WHICH ADJOINS THE
 JL0841'TERMINAL BUILDING ON THE NORTHERLY END.  MARK IS 52.8 FEET
 JL0841'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE AIRPORT TERMINAL
 JL0841'OFFICE BUILDING, 50.9 FEET WEST OF A HURRICANE FENCE METAL CORNER
 JL0841'POST, 23 FEET SOUTHEAST OF THE EDGE OF SURFACED AUTOMOBILE PARKING
 JL0841'AREA, 20.7 FEET NORTHEAST OF THE NORTHEAST EDGE OF A SURFACED
 JL0841'PARKING AREA, 16 FEET EAST-SOUTHEAST OF A SHORT WOOD WEATHER
 JL0841'STAND, PAINTED WHITE AND 13.7 FEET SOUTHWEST OF A HURRICANE
 JL0841'FENCELINE AND EDGE OF A PLANE REVETMENT.
 JL0841'
 JL0841'REFERENCE MARK 4 IS A STANDARD REFERENCE MARK DISK, STAMPED MONTROSE
 JL0841'2 NO 4 1966, CEMENTED IN A DRILL HOLE, IN THE TOP OF A CONCRETE
 JL0841'WALK.  MARK IS 18 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 JL0841'AIRPORT TERMINAL BUILDING, 2.8 FEET NORTHEAST OF THE SOUTHWEST
 JL0841'CORNER OF THE WALK, 1.7 FEET NORTH OF A 9-INCH METAL LIGHT POLE AND
 JL0841'11 INCHES SOUTH-SOUTHEAST OF THE NORTHWEST EDGE OF THE WALK.
 JL0841'
 JL0841'REFERENCE MARK 5 IS A STANDARD REFERENCE MARK DISK, STAMPED MONTROSE
 JL0841'2 1966 NO 5 1977, CEMENTED IN A DRILL HOLE, IN THE TOP OF A NEW
 JL0841'CONCRETE WALK.  MARK IS 3.6 FEET SOUTH-SOUTHWEST OF A METAL FENCE
 JL0841'CORNER POST OF THE HURRICANE FENCE AND 3 INCHES NORTHWEST OF THE
 JL0841'EAST-WEST FENCELINE.
 JL0841'
 JL0841'AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED MONTROSE 1958,
 JL0841'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING ABOUT 2
 JL0841'INCHES.  MARK IS 50 FEET WEST OF THE APPROXIMATE CENTER OF A
 JL0841'SURFACED ROAD, 39 FEET SOUTH OF THE APPROXIMATE CENTER OF A METAL
 JL0841'GATE IN THE AIRPORT FENCELINE, 13 FEET NORTH OF A METAL CORNER
 JL0841'POST, 2 FEET WEST OF THE WEST AIRPORT FENCELINE AND 1.7 FEET
 JL0841'WEST-SOUTHWEST OF A METAL WITNESS POST.
 JL0841'
 JL0841'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/4 MILES NORTH
 JL0841'OF MONTROSE.
 JL0841
 JL0841                          STATION RECOVERY (1979)
 JL0841
 JL0841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (MWJ)
 JL0841'THE STATION, AZIMUTH MARK AND RM 4 WERE RECOVERED AS DESCRIBED.
 JL0841'RM STAMPED MONTROSE 2 1966 NO. 5 1977 WAS
 JL0841'ALSO RECOVERED IN APPROXIMATELY THE SAME LOCATION AS DESCRIBED FOR
 JL0841'RM 3.
 JL0841'
 JL0841'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT MONTROSE COUNTY
 JL0841'AIRPORT.
 JL0841
 JL0841                          STATION RECOVERY (2003)
 JL0841
 JL0841'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 JL0841'FOUND STATION AND RM 4. DID NOT FIND RM 5 NOR THE AZIMUTH MARK
 JL0841
 JL0841                          STATION RECOVERY (2005)
 JL0841
 JL0841'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 2005 (DPB)
 JL0841'MARK IS LOCATED NEAR AIRPORT VEHICLE PARKING AND HIGH USE ELECTONIC
 JL0841'ACCESS GATE.  A BETTER NEARBY MARK TO USE IS MTJ B (PID AI5895).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0840 ***********************************************************************
 JL0840  DESIGNATION -  MONTROSE RAD STA KUBC CEN MST
 JL0840  PID         -  JL0840
 JL0840  STATE/COUNTY-  CO/MONTROSE
 JL0840  USGS QUAD   -  MONTROSE WEST (1983)
 JL0840
 JL0840                         *CURRENT SURVEY CONTROL
 JL0840  ___________________________________________________________________
 JL0840* NAD 83(1992)-  38 25 34.96000(N)    107 53 00.93251(W)     ADJUSTED  
 JL0840* NAVD 88     -                                                        
 JL0840  ___________________________________________________________________
 JL0840  LAPLACE CORR-           3.49  (seconds)                    DEFLEC99
 JL0840  GEOID HEIGHT-         -16.35  (meters)                     GEOID03
 JL0840
 JL0840  HORZ ORDER  -  THIRD
 JL0840
 JL0840.The horizontal coordinates were established by classical geodetic methods
 JL0840.and adjusted by the National Geodetic Survey in January 1993..
 JL0840
 JL0840
 JL0840.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0840
 JL0840.The geoid height was determined by GEOID03.
 JL0840
 JL0840;                    North         East     Units Scale Factor Converg.
 JL0840;SPC CO S     -   502,762.152   706,285.848   MT  0.99999874   -1 27 43.4
 JL0840;SPC CO S     - 1,649,478.83  2,317,206.15   sFT  0.99999874   -1 27 43.4
 JL0840;UTM  13      - 4,257,062.984   248,276.738   MT  1.00038041   -1 47 35.2
 JL0840
 JL0840                          SUPERSEDED SURVEY CONTROL
 JL0840
 JL0840  NAD 83(1986)-  38 25 34.95163(N)    107 53 00.91757(W) AD(       ) 4
 JL0840  NAD 27      -  38 25 34.99900(N)    107 52 58.68900(W) AD(       ) 3
 JL0840
 JL0840.Superseded values are not recommended for survey control.
 JL0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0840.See file dsdata.txt to determine how the superseded data were derived.
 JL0840
 JL0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC4827757063(NAD 83)
 JL0840_MARKER: 42 = RADIO/TV MAST
 JL0840
 JL0840  HISTORY     - Date     Condition        Report By
 JL0840  HISTORY     - 1958     FIRST OBSERVED   CGS
 JL0840
 JL0840                          STATION DESCRIPTION
 JL0840
 JL0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 JL0840'LOCATED 3.2 MILES SOUTH OF THE CENTER OF MONTROSE AND ABOUT
 JL0840'1/2 MILE WEST OF U.S. HIGHWAY 550.  STRUCTURE IS A STEEL
 JL0840'FRAME MAST PAINTED ALTERNATELY RED AND WHITE WITH AN OVERALL
 JL0840'HEIGHT OF 310 FEET AND IS THE CENTER ONE OF THREE SIMILAR
 JL0840'MASTS.  POINT OBSERVED WAS THE TOP RED LIGHT.
 JL0840'
 JL0840'NOTE--THIS IS THE NEW LOCATION FOR THE RADIO STATIONS
 JL0840'TRANSMITTING TOWERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0860 ***********************************************************************
 JL0860  DESIGNATION -  MONTROSE TV STATION KFXJ MAST
 JL0860  PID         -  JL0860
 JL0860  STATE/COUNTY-  CO/MONTROSE
 JL0860  USGS QUAD   -  RED ROCK CANYON (1978)
 JL0860
 JL0860                         *CURRENT SURVEY CONTROL
 JL0860  ___________________________________________________________________
 JL0860* NAD 83(1992)-  38 31 01.62362(N)    107 51 13.99206(W)     ADJUSTED  
 JL0860* NAVD 88     -                                                        
 JL0860  ___________________________________________________________________
 JL0860  LAPLACE CORR-           7.22  (seconds)                    DEFLEC99
 JL0860  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 JL0860
 JL0860  HORZ ORDER  -  THIRD
 JL0860
 JL0860.The horizontal coordinates were established by classical geodetic methods
 JL0860.and adjusted by the National Geodetic Survey in January 1993..
 JL0860
 JL0860
 JL0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0860
 JL0860.The geoid height was determined by GEOID03.
 JL0860
 JL0860;                    North         East     Units Scale Factor Converg.
 JL0860;SPC CO S     -   512,765.877   709,132.754   MT  1.00001637   -1 26 37.8
 JL0860;SPC CO S     - 1,682,299.38  2,326,546.38   sFT  1.00001637   -1 26 37.8
 JL0860;UTM  13      - 4,267,053.645   251,182.745   MT  1.00036248   -1 46 41.4
 JL0860
 JL0860                          SUPERSEDED SURVEY CONTROL
 JL0860
 JL0860  NAD 83(1986)-  38 31 01.61715(N)    107 51 13.97118(W) AD(       ) 4
 JL0860  NAD 27      -  38 31 01.66600(N)    107 51 11.74600(W) AD(       ) 3
 JL0860
 JL0860.Superseded values are not recommended for survey control.
 JL0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0860.See file dsdata.txt to determine how the superseded data were derived.
 JL0860
 JL0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC5118367054(NAD 83)
 JL0860_MARKER: 42 = RADIO/TV MAST
 JL0860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0860+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2004
 JL0860
 JL0860  HISTORY     - Date     Condition        Report By
 JL0860  HISTORY     - 1958     FIRST OBSERVED   CGS
 JL0860  HISTORY     - 1964     GOOD             CGS
 JL0860  HISTORY     - 1974     GOOD             NGS
 JL0860  HISTORY     - 1979     GOOD             NGS
 JL0860  HISTORY     - 20040919 GOOD             USPSQD
 JL0860
 JL0860                          STATION DESCRIPTION
 JL0860
 JL0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 JL0860'LOCATED ABOUT 2-1/4 MILES NORTHEAST OF THE CENTER OF MONTROSE
 JL0860'ON THE SOUTHWEST END OF A PROMINENT, FLAT TOPPED BUTTE.
 JL0860'STRUCTURE IS A 37 FOOT ANTENNA MOUNTED ATOP A 75 FOOT STEEL
 JL0860'FRAME MAST PAINTED ALTERNATELY ORANGE AND WHITE AND HAS AN
 JL0860'OVERALL HEIGHT OF 112 FEET.  POINT OBSERVED WAS THE RED LIGHT
 JL0860'AT TOP OF ANTENNA.
 JL0860
 JL0860                          STATION RECOVERY (1964)
 JL0860
 JL0860'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (JJC)
 JL0860'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE CALL LETTERS
 JL0860'OF THIS STATION HAVE BEEN CHANGED TO KREY--TV CHANNEL 10.
 JL0860
 JL0860                          STATION RECOVERY (1974)
 JL0860
 JL0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (JVD)
 JL0860'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 JL0860'
 JL0860'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2.25
 JL0860'MILES NORTHEAST OF MONTROSE
 JL0860
 JL0860                          STATION RECOVERY (1979)
 JL0860
 JL0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (MWJ)
 JL0860'RECOVERED AS DESCRIBED.  (THE CALL
 JL0860'LETTERS HAVE BEEN CHANGED TO KREY-TV.)
 JL0860'
 JL0860'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 2 MILES NORTH
 JL0860'OF MONTROSE.
 JL0860
 JL0860                          STATION RECOVERY (2004)
 JL0860
 JL0860'RECOVERY NOTE BY US POWER SQUADRON 2004 (HLH)
 JL0860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0164 ***********************************************************************
 KK0164  CBN         -  This is a Cooperative Base Network Control Station.
 KK0164  DESIGNATION -  MONUMENT
 KK0164  PID         -  KK0164
 KK0164  STATE/COUNTY-  CO/EL PASO
 KK0164  USGS QUAD   -  MONUMENT (1986)
 KK0164
 KK0164                         *CURRENT SURVEY CONTROL
 KK0164  ___________________________________________________________________
 KK0164* NAD 83(1992)-  39 02 49.29807(N)    104 50 47.22950(W)     ADJUSTED  
 KK0164* NAVD 88     -      2064.152  (meters)    6772.14   (feet)  ADJUSTED  
 KK0164  ___________________________________________________________________
 KK0164  X           -  -1,271,316.228 (meters)                     COMP
 KK0164  Y           -  -4,795,991.231 (meters)                     COMP
 KK0164  Z           -   3,997,662.960 (meters)                     COMP
 KK0164  LAPLACE CORR-         -12.38  (seconds)                    DEFLEC99
 KK0164  ELLIP HEIGHT-        2047.73  (meters)          (10/21/02) GPS OBS
 KK0164  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 KK0164  DYNAMIC HT  -        2061.866 (meters)    6764.64  (feet)  COMP
 KK0164  MODELED GRAV-     979,446.2   (mgal)                       NAVD 88
 KK0164
 KK0164  HORZ ORDER  -  B
 KK0164  VERT ORDER  -  FIRST     CLASS II
 KK0164  ELLP ORDER  -  FOURTH    CLASS II
 KK0164
 KK0164.The horizontal coordinates were established by GPS observations
 KK0164.and adjusted by the National Geodetic Survey in May 1992..
 KK0164
 KK0164.The orthometric height was determined by differential leveling
 KK0164.and adjusted by the National Geodetic Survey in June 1991..
 KK0164.WARNING-Repeat measurements at this control monument indicate possible
 KK0164.vertical movement.
 KK0164
 KK0164.Photographs are available for this station.
 KK0164
 KK0164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK0164
 KK0164.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK0164
 KK0164.The ellipsoidal height was determined by GPS observations
 KK0164.and is referenced to NAD 83.
 KK0164
 KK0164.The geoid height was determined by GEOID03.
 KK0164
 KK0164.The dynamic height is computed by dividing the NAVD 88
 KK0164.geopotential number by the normal gravity value computed on the
 KK0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0164.degrees latitude (g = 980.6199 gals.).
 KK0164
 KK0164.The modeled gravity was interpolated from observed gravity values.
 KK0164
 KK0164;                    North         East     Units Scale Factor Converg.
 KK0164;SPC CO C     -   439,732.739   970,974.702   MT  0.99993635   +0 24 43.9
 KK0164;SPC CO C     - 1,442,689.83  3,185,606.17   sFT  0.99993635   +0 24 43.9
 KK0164;UTM  13      - 4,322,006.484   513,287.133   MT  0.99960217   +0 05 48.2
 KK0164
 KK0164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK0164!SPC CO C     -   0.99967882  x   0.99993635  =   0.99961519
 KK0164!UTM  13      -   0.99967882  x   0.99960217  =   0.99928112
 KK0164
 KK0164|---------------------------------------------------------------------|
 KK0164| PID    Reference Object                     Distance      Geod. Az  |
 KK0164|                                                           dddmmss.s |
 KK0164| KK0163 MONUMENT RM 1                        26.963 METERS 03512     |
 KK0164| KK0162 MONUMENT RM 2                        28.832 METERS 10102     |
 KK0164| KK0161 MONUMENT AZ MK                                     1510340.7 |
 KK0164| JK1199 PUEBLO CHEYENNE AIRWAY BCN 5        APPROX. 6.8 KM 1543953.7 |
 KK0164| KK1650 PUEBLO CHEYENNE AIRWAY BCN 6        APPROX. 8.6 KM 3473103.3 |
 KK0164|---------------------------------------------------------------------|
 KK0164
 KK0164                          SUPERSEDED SURVEY CONTROL
 KK0164
 KK0164  ELLIP H (05/26/92) 2047.74   (m)                       GP(       ) 4 1
 KK0164  NAD 83(1986)-  39 02 49.29539(N)    104 50 47.23481(W) AD(       ) 2
 KK0164  NAD 27      -  39 02 49.32400(N)    104 50 45.30900(W) AD(       ) 2
 KK0164  NAVD 88 (04/22/94) 2064.15   (m)         6772.1    (f) LEVELING    3  
 KK0164  NAVD 88 (05/26/92) 2063.95   (m)         6771.5    (f) LEVELING    3  
 KK0164  NGVD 29 (??/??/92) 2062.984  (m)         6768.31   (f) ADJ UNCH    1 2
 KK0164
 KK0164.Superseded values are not recommended for survey control.
 KK0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0164.See file dsdata.txt to determine how the superseded data were derived.
 KK0164
 KK0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED1328722006(NAD 83)
 KK0164_MARKER: DS = TRIANGULATION STATION DISK
 KK0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0164_SP_SET: CONCRETE POST
 KK0164_STAMPING: MONUMENT 1953
 KK0164_MARK LOGO: CGS   
 KK0164_PROJECTION: PROJECTING 5 CENTIMETERS
 KK0164_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0164+STABILITY: SURFACE MOTION
 KK0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0164+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2002
 KK0164
 KK0164  HISTORY     - Date     Condition        Report By
 KK0164  HISTORY     - 1953     MONUMENTED       CGS
 KK0164  HISTORY     - 1954     GOOD             CGS
 KK0164  HISTORY     - 1954     GOOD             NGS
 KK0164  HISTORY     - 1968     GOOD             USAF
 KK0164  HISTORY     - 1970     GOOD             LOCENG
 KK0164  HISTORY     - 19810415 GOOD             NGS
 KK0164  HISTORY     - 1983     GOOD             NGS
 KK0164  HISTORY     - 19910524 GOOD             NGS
 KK0164  HISTORY     - 19920930 GOOD             CODOT
 KK0164  HISTORY     - 19930128 GOOD             MSAM
 KK0164  HISTORY     - 19940307 GOOD             MSAM
 KK0164  HISTORY     - 19970113 GOOD             CODOT
 KK0164  HISTORY     - 19980326 GOOD             USPSQD
 KK0164  HISTORY     - 20020510 GOOD             JCLS
 KK0164  HISTORY     - 20020512 GOOD             JCLS
 KK0164  HISTORY     - 20020514 GOOD             ZYLSTR
 KK0164
 KK0164                          STATION DESCRIPTION
 KK0164
 KK0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KK0164'THE STATION IS LOCATED ABOUT 12 MILES NORTH OF COLORADO SPRINGS
 KK0164'AND ABOUT 3 MILES SOUTH OF MONUMENT ON A PLOT OF GROUND THAT IS
 KK0164'SITUATED BETWEEN U.S. HIGHWAYS 85 AND 87 AND THE A.T. AND S.F.
 KK0164'RAILROAD TRACKS, 178 FEET WEST OF THE CENTER OF U.S. HIGHWAYS
 KK0164'85 AND 87, 116 FEET EAST OF THE EAST RAIL OF THE A.T. AND S.F.
 KK0164'RAILROAD TRACK AND 10.5 FEET SOUTH OF A TELEPHONE POLE.  IT IS
 KK0164'STAMPED MONUMENT 1953 AND IS SET FLUSH WITH THE SURFACE OF
 KK0164'THE GROUND.
 KK0164'
 KK0164'R.M. NO. 1 IS 100 FEET WEST OF THE CENTER OF U.S. HIGHWAYS 85
 KK0164'AND 87, 78 FEET NORTHEAST OF A TELEPHONE POLE AND 1 FOOT WEST
 KK0164'OF A FENCE.  IT IS STAMPED MONUMENT NO 1 1953 AND PROJECTS 2
 KK0164'INCHES ABOVE THE GROUND.
 KK0164'
 KK0164'R.M. NO. 2 IS 100 FEET WEST OF THE CENTER OF U.S. HIGHWAYS 85
 KK0164'AND 87, 92 FEET EAST OF A TELEPHONE POLE AND 1 FOOT WEST OF A
 KK0164'FENCE.  IT IS STAMPED MONUMENT NO 2 1953 AND PROJECTS 2 INCHES
 KK0164'ABOVE THE GROUND.
 KK0164'
 KK0164'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 99.63 FEET.
 KK0164'
 KK0164'THE AZIMUTH MARK IS 100 FEET WEST OF THE CENTER OF U.S. HIGHWAYS
 KK0164'85 AND 87, 48 FEET NORTHWEST OF A TELEPHONE POLE AND 0.5 FEET
 KK0164'WEST OF A FENCE.  IT IS STAMPED MONUMENT 1953 AND PROJECTS 3
 KK0164'INCHES ABOVE THE GROUND.
 KK0164'
 KK0164'TO REACH THE STATION FROM THE POST OFFICE IN MONUMENT GO EASTERLY
 KK0164'ON THE MAIN TRAVELED ROAD FOR 0.6 MILE TO THE JUNCTION WITH U.S.
 KK0164'HIGHWAYS 85 AND 87, TURN RIGHT AND GO SOUTH ON U.S. HIGHWAYS 85
 KK0164'AND 87 FOR 3.35 MILES TO A POINT ON THE HIGHWAY AND THE STATION
 KK0164'ON THE RIGHT AS DESCRIBED.
 KK0164'
 KK0164'TO REACH THE AZIMUTH MARK FROM A POINT ON THE HIGHWAY JUST EAST
 KK0164'OF THE STATION GO SOUTH FOR 0.2 MILE AND THE AZIMUTH MARK ON THE
 KK0164'RIGHT AS DESCRIBED.
 KK0164
 KK0164                          STATION RECOVERY (1954)
 KK0164
 KK0164'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 KK0164'0.4 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 KK0164'MONUMENT, THENCE 3.3 MILES SOUTH ALONG U.S. HIGHWAYS 85 AND
 KK0164'87, 178 FEET WEST OF THE CENTER LINE OF THE WEST LANE OF THE
 KK0164'HIGHWAY, 115 FEET EAST OF THE EAST RAIL OF THE ATCHISON, TOPEKA
 KK0164'AND SANTA FE RAILROAD, 75 FEET WEST OF A FENCE, 54 FEET EAST
 KK0164'OF A FENCE, 10 FEET SOUTHWEST OF A TELEPHONE POLE, 2 FEET
 KK0164'NORTH OF A WITNESS POST, A TRIANGULATION STATION DISK SET IN
 KK0164'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND,
 KK0164'STAMPED MONUMENT 1953.
 KK0164'
 KK0164'MONUMENT R.M. 1 IS 88.5 FEET NORTHEAST OF TRIANGULATION STATION
 KK0164'MONUMENT 1953, 103 FEET WEST OF THE CENTER LINE OF THE WEST
 KK0164'LANE OF THE HIGHWAY, 1 FOOT WEST OF A FENCE, A REFERENCE MARK
 KK0164'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT
 KK0164'ABOVE THE GROUND, STAMPED MONUMENT NO 1 1953.
 KK0164'
 KK0164'MONUMENT R.M. 2 IS 94.6 FEET SOUTHEAST OF TRIANGULATION STATION
 KK0164'MONUMENT 1953, 103 FEET WEST OF THE CENTER LINE OF THE WEST LANE
 KK0164'OF THE HIGHWAY, 1 FOOT WEST OF A FENCE, A REFERENCE MARK DISK
 KK0164'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.1 FOOT
 KK0164'ABOVE THE GROUND, STAMPED MONUMENT NO 2 1953.
 KK0164'
 KK0164'MONUMENT 1953 AZIMUTH IS 0.2 MILE SOUTH OF TRIANGULATION STATION
 KK0164'MONUMENT 1953, 98 FEET WEST OF THE CENTER LINE OF THE WEST LANE
 KK0164'OF THE HIGHWAY, 80 FEET EAST OF A FENCE, 48 FEET NORTHEAST OF
 KK0164'A TELEPHONE POLE, 1 FOOT WEST OF A FENCE, 2 FEET SOUTH OF A
 KK0164'WITNESS POST, AN AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE
 KK0164'POST WHICH IS FLUSH WITH THE GROUND, STAMPED MONUMENT 1953.
 KK0164
 KK0164                          STATION RECOVERY (1954)
 KK0164
 KK0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 KK0164'3.7 MI S FROM MONUMENT.
 KK0164'0.4 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT MONUMENT,
 KK0164'THENCE 3.3 MILES SOUTH ALONG U.S. HIGHWAYS 85 AND 87, 178 FEET
 KK0164'WEST OF THE CENTER LINE OF THE WEST LANE OF THE HIGHWAY, 116 FEET
 KK0164'EAST OF THE EAST RAIL OF THE ATCHISON, TOPEKA AND SANTA FE
 KK0164'RAILROAD, 75 FEET WEST OF A FENCE, 54 FEET EAST OF A FENCE, 10
 KK0164'FEET SOUTHWEST OF A TELEPHONE POLE, 2 FEET NORTH OF A WITNESS
 KK0164'POST, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE
 KK0164'GROUND.
 KK0164
 KK0164                          STATION RECOVERY (1968)
 KK0164
 KK0164'RECOVERY NOTE BY US AIR FORCE 1968 (PED)
 KK0164'STATION MARK, AZIMUTH MARK, REFERENCE MARK NO. 1, AND REFERENCE
 KK0164'MARK NO. 2 WERE RECOVERED IN GOOD CONDITION AS DESCRIBED.
 KK0164
 KK0164                          STATION RECOVERY (1970)
 KK0164
 KK0164'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 (KRW)
 KK0164'STATION RECOVERED BY R. KEITH HOOK AND ASSOCIATES INC.
 KK0164'
 KK0164'MONUMENT 1953-GOOD NEED STEEL WITNESS POST AND SIGN
 KK0164'
 KK0164'MONUMENT NO. 1 1953-GOOD
 KK0164'
 KK0164'MONUMENT NO. 2 1953-GOOD
 KK0164'
 KK0164'MONUMENT 1953-GOOD (AZIMUTH MARK) NEED STEEL WITNESS POST AND
 KK0164'SIGN
 KK0164'
 KK0164'DESCRIPTION IS GOOD EXCEPT WHERE U.S. HIGHWAY 87 AND 85 APPEARS
 KK0164'CHANGE TO INTERSTATE 25.
 KK0164'
 KK0164'AZIMUTH MARK IS 1118.357 FEET (GROUND DISTANCE) FROM STATION.
 KK0164
 KK0164                          STATION RECOVERY (1981)
 KK0164
 KK0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 KK0164'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE AND
 KK0164'DIRECTION TO REFERENCE MARKS COMPARED FAVORABLY WITH PREVIOUS DATA.
 KK0164'INTERSTATE HIGHWAY 25 HAS BEEN CONSTRUCTED EAST OF STATION AND THE
 KK0164'RAILROAD IS NO LONGER THERE.  STATION IS LOCATED ABOUT 3.3 MILES (5.3
 KK0164'KM) SOUTH OF MONUMENT, ON A LOW KNOLL BETWEEN INTERSTATE HIGHWAY 25
 KK0164'SOUTHBOUND LANE RIGHT-OF-WAY FENCE AND AN OLD RAILROAD TRACK BED.
 KK0164'STATION IS REACHED FROM MONUMENT.  GO SOUTH ON SOUTHBOUND LANE OF
 KK0164'INTERSTATE HIGHWAY 25 FOR 2.5 MILES (4.0 KM) TO EXIT 72, CONTINUE
 KK0164'AHEAD ON THE HIGHWAY FOR 0.8 MILE (1.3 KM) TO STATION ON RIGHT, AS
 KK0164'DESCRIBED.  CROSS WEST RIGHT-OF-WAY FENCE AND PACK WEST, OF SLOPE TO
 KK0164'STATION, ABOUT 2 MINUTES.
 KK0164' 
 KK0164'STATION IS A STANDARD DISK STAMPED--MONUMENT 1953--, SET IN TOP OF A
 KK0164'SQUARE CONCRETE MONUMENT PROJECTING 1 INCH, 175 FEET (53.3 M) WEST OF
 KK0164'CENTER OF INTERSTATE HIGHWAY 25 SOUTHBOUND LANE, 28.3 FEET (8.6 M)
 KK0164'WEST OF HIGHWAY RIGHT-OF-WAY FENCE, 68.4 FEET (20.8 M) EAST OF A
 KK0164'NORTH-SOUTH FENCE LINE, 2.1 FEET (0.6 M) SOUTHEAST OF A METAL WITNESS
 KK0164'POST.
 KK0164' 
 KK0164'REFERENCE MARK 1 IS A STANDARD DISK STAMPED--MONUMENT NO 1 1953--, SET
 KK0164'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES, 1 FOOT
 KK0164'(0.3 M) WEST OF THE RIGHT-OF-WAY FENCE.
 KK0164' 
 KK0164'REFERENCE MARK 2 IS A STANDARD DISK STAMPED--MONUMENT NO 2 1953--, SET
 KK0164'IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES, 1 FOOT
 KK0164'(0.3 M) WEST OF THE RIGHT-OF-WAY FENCE.
 KK0164' 
 KK0164'AZIMUTH MARK IS A STANDARD DISK STAMPED--MONUMENT 1953--, SET IN TOP
 KK0164'OF A SQUARE CONCRETE MONUMENT PROJECTING 1 INCH, 95 FEET (29.0 M) WEST
 KK0164'OF CENTER OF HIGHWAY I 25, SOUTHBOUND LANE, 2 FEET (0.6 M)
 KK0164'SOUTH-SOUTHWEST OF A WOOD WITNESS POST.
 KK0164
 KK0164                          STATION RECOVERY (1983)
 KK0164
 KK0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0164'THE MARK IS 1.9 M ABOVE THE HIGHWAY.
 KK0164'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  0.3 KM
 KK0164'(0.2 MI) NORTHERLY ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KK0164'FROM THE STATION IN COLORADO SPRINGS, THENCE 25.3 KM (15.7 MI)
 KK0164'NORTHERLY ALONG INTERSTATE HIGHWAY 25, 0.8 KM (0.5 MI) SOUTHEAST OF
 KK0164'MILEPOST 158, 54.3 METERS (178.1 FT) SOUTHWEST OF THE CENTERLINE OF
 KK0164'THE SOUTH BOUND LANES OF THE HIGHWAY, 22.9 METERS (75.1 FT) SOUTHWEST
 KK0164'OF A FENCE, AND 28.8 METERS (94.5 FT) WEST OF REFERENCE MARK 1.
 KK0164'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 KK0164
 KK0164                          STATION RECOVERY (1991)
 KK0164
 KK0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 KK0164'STATION IS LOCATED ABOUT 5.5 KM (3.4 MI) SOUTH-SOUTHEAST OF MONUMENT,
 KK0164'2.5 KM (1.6 MI) NORTHWEST OF THE INTERSTATE HIGHWAY 25 NORTH ENTRANCE
 KK0164'ROAD TO THE US AIR FORCE ACADEMY, ON A FLAT SECTION OF GROUND BETWEEN
 KK0164'THE INTERSTATE HIGHWAY AND AN OLD RAILROAD BED, AT MILE 157.5, IN THE
 KK0164'SOUTHWEST 1/4 OF SECTION 36, T 11 S, R 67 W.  OWNERSWHIP--RESOLUTION
 KK0164'TRUST CORPORATION, CONSERVATOR FOR THE LINCOLN SAVINGS AND LOAN, 2747
 KK0164'EAST CAMELBACK, PHOENIX, AZ 85016.
 KK0164'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 25 AND BAPTIST ROAD
 KK0164'(EXIT 158), ABOUT 4 KM (2.5 MI) SOUTH-SOUTHEAST OF MONUMENT, GO SOUTH
 KK0164'ON INTERSTATE HIGHWAY 25 FOR 1.15 KM (0.71 MI) TO A LOW BANK ON THE
 KK0164'RIGHT AND STATION ON THE RIGHT.
 KK0164'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST
 KK0164'PROJECTING 1 CM ABOVE GROUND.  IT IS 23.8 M (78.1 FT) SOUTHWEST OF
 KK0164'THE RIGHT-OF-WAY FENCE, 20.8 M (68.2 FT) NORTHEAST OF THE OLD
 KK0164'RAILROAD RIGHT-OF-WAY FENCE, 2.5 M (8.2 FT) NORTHEAST OF A BANK EDGE
 KK0164'AND 0.6 M (2.0 FT) EAST OF A METAL WITNESS POST.
 KK0164'DESCRIBED BY G.R.HEID
 KK0164
 KK0164                          STATION RECOVERY (1992)
 KK0164
 KK0164'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1992
 KK0164'RECOVERED IN GOOD CONDITION.
 KK0164
 KK0164                          STATION RECOVERY (1993)
 KK0164
 KK0164'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1993 (KCH)
 KK0164'RECOVERED AS DESCRIBED.
 KK0164
 KK0164                          STATION RECOVERY (1994)
 KK0164
 KK0164'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1994 (KCH)
 KK0164'RECOVERED AS DESCRIBED.
 KK0164
 KK0164                          STATION RECOVERY (1997)
 KK0164
 KK0164'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 KK0164'RECOVERED AS DESCRIBED.
 KK0164
 KK0164                          STATION RECOVERY (1998)
 KK0164
 KK0164'RECOVERY NOTE BY US POWER SQUADRON 1998
 KK0164'RECOVERED IN GOOD CONDITION.
 KK0164
 KK0164                          STATION RECOVERY (2002)
 KK0164
 KK0164'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 KK0164'RECOVERED IN GOOD CONDITION.
 KK0164
 KK0164                          STATION RECOVERY (2002)
 KK0164
 KK0164'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 KK0164'RECOVERED IN GOOD CONDITION.
 KK0164
 KK0164                          STATION RECOVERY (2002)
 KK0164
 KK0164'RECOVERY NOTE BY ZYLSTRA-BAKER SURVEYING INCORPORATED 2002 (LDV)
 KK0164'RECOVERED AS DESCRIBED.
 KK0164'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0752 ***********************************************************************
 KL0752  DESIGNATION -  MONUMENT
 KL0752  PID         -  KL0752
 KL0752  STATE/COUNTY-  CO/RIO BLANCO
 KL0752  USGS QUAD   -  THIRTEENMILE CREEK (1987)
 KL0752
 KL0752                         *CURRENT SURVEY CONTROL
 KL0752  ___________________________________________________________________
 KL0752* NAD 83(1992)-  39 51 10.78596(N)    107 55 38.80652(W)     ADJUSTED  
 KL0752* NAVD 88     -      2586.1    (meters)    8485.     (feet)  VERTCON   
 KL0752  ___________________________________________________________________
 KL0752  LAPLACE CORR-          11.81  (seconds)                    DEFLEC99
 KL0752  GEOID HEIGHT-         -15.42  (meters)                     GEOID03
 KL0752
 KL0752  HORZ ORDER  -  THIRD
 KL0752
 KL0752.The horizontal coordinates were established by classical geodetic methods
 KL0752.and adjusted by the National Geodetic Survey in January 1993..
 KL0752
 KL0752.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0752
 KL0752.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0752
 KL0752.The geoid height was determined by GEOID03.
 KL0752
 KL0752;                    North         East     Units Scale Factor Converg.
 KL0752;SPC CO N     -   365,341.674   706,698.939   MT  0.99998080   -1 34 06.4
 KL0752;SPC CO N     - 1,198,625.14  2,318,561.44   sFT  0.99998080   -1 34 06.4
 KL0752;SPC CO C     -   531,783.107   706,689.155   MT  1.00002200   -1 31 51.5
 KL0752;SPC CO C     - 1,744,691.74  2,318,529.34   sFT  1.00002200   -1 31 51.5
 KL0752;UTM  13      - 4,415,543.327   249,559.349   MT  1.00037223   -1 52 37.0
 KL0752;UTM  12      - 4,415,960.306   762,856.574   MT  1.00045070   +1 58 12.3
 KL0752
 KL0752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0752!SPC CO N     -   0.99959687  x   0.99998080  =   0.99957768
 KL0752!SPC CO C     -   0.99959687  x   1.00002200  =   0.99961886
 KL0752!UTM  13      -   0.99959687  x   1.00037223  =   0.99996895
 KL0752!UTM  12      -   0.99959687  x   1.00045070  =   1.00004739
 KL0752
 KL0752:                Primary Azimuth Mark                     Grid Az
 KL0752:SPC CO N     -  PETRO                                    307 12 31.3
 KL0752:SPC CO C     -  PETRO                                    307 10 16.4
 KL0752:UTM  13      -  PETRO                                    307 31 01.9
 KL0752:UTM  12      -  PETRO                                    303 40 12.6
 KL0752
 KL0752|---------------------------------------------------------------------|
 KL0752| PID    Reference Object                     Distance      Geod. Az  |
 KL0752|                                                           dddmmss.s |
 KL0752| KM0236 PETRO                               APPROX. 8.4 KM 3053824.9 |
 KL0752|---------------------------------------------------------------------|
 KL0752
 KL0752                          SUPERSEDED SURVEY CONTROL
 KL0752
 KL0752  NAD 83(1986)-  39 51 10.78004(N)    107 55 38.79976(W) AD(       ) 3
 KL0752  NAD 27      -  39 51 10.86704(N)    107 55 36.53592(W) AD(       ) 3
 KL0752  NGVD 29 (07/19/86) 2584.7    (m)         8480.     (f) VERT ANG       
 KL0752
 KL0752.Superseded values are not recommended for survey control.
 KL0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0752.See file dsdata.txt to determine how the superseded data were derived.
 KL0752
 KL0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBE4955915543(NAD 83)
 KL0752_MARKER: I = METAL ROD
 KL0752_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 KL0752_SP_SET: OBJECT DRIVEN INTO GROUND
 KL0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KL0752
 KL0752  HISTORY     - Date     Condition        Report By
 KL0752  HISTORY     - 1950     MONUMENTED       USGS
 KL0752
 KL0752                          STATION DESCRIPTION
 KL0752
 KL0752'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KL0752'LOCATED ON A HIGH, SHARP PEAK ON THE RIDGE KNOWN AS THE HOGBACK.
 KL0752'THIS RIDGE IS ON E. SIDE OF MEEKER-RIFLE ROAD AND PEAK IS ABOUT
 KL0752'OPPOSITE THE 15 MILE POST FROM MEEKER.
 KL0752'
 KL0752'TO REACH FROM MEEKER P.O., GO S. ON SIXTH STREET ONE BLOCK, THENCE
 KL0752'RIGHT (W.) ON MARKET STREET FOUR BLOCKS, THENCE LEFT (S.) ON COUNTY
 KL0752'ROAD 0.2 MI., CROSSING WHITE RIVER TO RD. FORK, THENCE ON RIGHT FORK,
 KL0752'STAYING ON MAIN COUNTY ROAD, 8.0 MI. TO RD. FORK AT SMALL SIGN ---LIME
 KL0752'KILN, 8 MILES---, THENCE ON RIGHT FORK, ALWAYS STAYING ON MAIN RD.,
 KL0752'6.0 MI. TO CREEK CROSSING AND WOOD GATE LEADING W., THENCE RIGHT (W.)
 KL0752'THROUGH WOOD GATE AND ACROSS HAY FIELD TO BASE OF MOUNTAIN RIDGE AND
 KL0752'END OF TRUCK TRAVEL.  FROM HERE PACK W., ABOUT ONE HOUR TO HIGHEST
 KL0752'POINT AND STATION.
 KL0752'
 KL0752'STATION MARK--0.5 IN. REINFORCING STEEL ROD, EXTENDING 8 IN. ABOVE
 KL0752'THE SURFACE OF THE GROUND, WITH A 4.5 FT. ROCK CAIRN CENTERED OVER
 KL0752'ROD.
 KL0752'
 KL0752'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0161 ***********************************************************************
 KK0161  DESIGNATION -  MONUMENT AZ MK
 KK0161  PID         -  KK0161
 KK0161  STATE/COUNTY-  CO/EL PASO
 KK0161  USGS QUAD   -  MONUMENT (1986)
 KK0161
 KK0161                         *CURRENT SURVEY CONTROL
 KK0161  ___________________________________________________________________
 KK0161* NAD 83(1986)-  39 02 40.     (N)    104 50 40.     (W)     SCALED    
 KK0161* NAVD 88     -      2061.701  (meters)    6764.10   (feet)  ADJUSTED  
 KK0161  ___________________________________________________________________
 KK0161  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 KK0161  DYNAMIC HT  -        2059.418 (meters)    6756.61  (feet)  COMP
 KK0161  MODELED GRAV-     979,446.7   (mgal)                       NAVD 88
 KK0161
 KK0161  VERT ORDER  -  FIRST     CLASS II
 KK0161
 KK0161.The horizontal coordinates were scaled from a topographic map and have
 KK0161.an estimated accuracy of +/- 6 seconds.
 KK0161
 KK0161.The orthometric height was determined by differential leveling
 KK0161.and adjusted by the National Geodetic Survey in June 1991..
 KK0161
 KK0161.The geoid height was determined by GEOID03.
 KK0161
 KK0161.The dynamic height is computed by dividing the NAVD 88
 KK0161.geopotential number by the normal gravity value computed on the
 KK0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0161.degrees latitude (g = 980.6199 gals.).
 KK0161
 KK0161.The modeled gravity was interpolated from observed gravity values.
 KK0161
 KK0161;                    North         East    Units  Estimated Accuracy
 KK0161;SPC CO C     -   439,450.      971,150.      MT  (+/- 180 meters Scaled)
 KK0161
 KK0161                          SUPERSEDED SURVEY CONTROL
 KK0161
 KK0161  NGVD 29 (??/??/92) 2060.529  (m)         6760.25   (f) ADJ UNCH    1 2
 KK0161
 KK0161.Superseded values are not recommended for survey control.
 KK0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0161.See file dsdata.txt to determine how the superseded data were derived.
 KK0161
 KK0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED134217(NAD 83)
 KK0161_MARKER: DZ = AZIMUTH MARK DISK
 KK0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0161_STAMPING: MONUMENT 1953
 KK0161_MARK LOGO: CGS   
 KK0161_PROJECTION: PROJECTING 10 CENTIMETERS
 KK0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0161+STABILITY: SURFACE MOTION
 KK0161
 KK0161  HISTORY     - Date     Condition        Report By
 KK0161  HISTORY     - 1953     MONUMENTED       CGS
 KK0161  HISTORY     - 1954     GOOD             NGS
 KK0161  HISTORY     - 1983     GOOD             NGS
 KK0161  HISTORY     - 19980326 GOOD             USPSQD
 KK0161
 KK0161                          STATION DESCRIPTION
 KK0161
 KK0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0161'3.9 MI S FROM MONUMENT.
 KK0161'0.4 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 KK0161'MONUMENT, THENCE 3.5 MILES SOUTH ALONG U.S. HIGHWAYS 85 AND 87,
 KK0161'0.2 MILE SOUTH OF TRIANGULATION STATION MONUMENT 1953, 98 FEET
 KK0161'WEST OF THE CENTER LINE OF THE WEST LANE OF THE HIGHWAY, 80 FEET
 KK0161'EAST OF A FENCE, 48 FEET NORTHEAST OF A TELEPHONE POLE, 1 FOOT
 KK0161'WEST OF A FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN THE TOP
 KK0161'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 KK0161
 KK0161                          STATION RECOVERY (1983)
 KK0161
 KK0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0161'RECOVERED IN GOOD CONDITION, NEW DESCRIPTION FOLLOWS.  0.3 KM (0.2 MI)
 KK0161'NORTHERLY ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM THE
 KK0161'STATION IN COLORADO SPRINGS, THENCE 25.0 KM (15.55 MI) NORTHERLY ALONG
 KK0161'INTERSTATE HIGHWAY 25, 0.5 KM (0.3 MI) NORTHWEST OF MILEPOST 157, 29.9
 KK0161'METERS (98.1 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANES
 KK0161'OF THE HIGHWAY, 24.4 METERS (80.1 FT) NORTHEAST OF A FENCE, AND
 KK0161'0.6 METERS (2.0 FT) SOUTH OF WOODEN WITNESS POST.
 KK0161'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 KK0161'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
 KK0161
 KK0161                          STATION RECOVERY (1998)
 KK0161
 KK0161'RECOVERY NOTE BY US POWER SQUADRON 1998
 KK0161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0436 ***********************************************************************
 JM0436  DESIGNATION -  MONUMENT HILL
 JM0436  PID         -  JM0436
 JM0436  STATE/COUNTY-  CO/MESA
 JM0436  USGS QUAD   -  SNIPE MOUNTAIN (1973)
 JM0436
 JM0436                         *CURRENT SURVEY CONTROL
 JM0436  ___________________________________________________________________
 JM0436* NAD 83(1992)-  38 31 31.75951(N)    108 36 39.29535(W)     ADJUSTED  
 JM0436* NAVD 88     -      2902.92   (+/-2cm)    9524.0    (feet)  VERTCON   
 JM0436  ___________________________________________________________________
 JM0436  LAPLACE CORR-           9.45  (seconds)                    DEFLEC99
 JM0436  GEOID HEIGHT-         -17.13  (meters)                     GEOID03
 JM0436
 JM0436  HORZ ORDER  -  SECOND
 JM0436  VERT ORDER  -  THIRD ? (See Below)
 JM0436
 JM0436.The horizontal coordinates were established by classical geodetic methods
 JM0436.and adjusted by the National Geodetic Survey in November 1997..
 JM0436
 JM0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0436.The vertical order pertains to the NGVD 29 superseded value.
 JM0436
 JM0436.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0436
 JM0436.The geoid height was determined by GEOID03.
 JM0436
 JM0436;                    North         East     Units Scale Factor Converg.
 JM0436;SPC CO C     -   386,279.437   643,180.544   MT  0.99998602   -1 57 43.3
 JM0436;SPC CO C     - 1,267,318.45  2,110,168.17   sFT  0.99998602   -1 57 43.3
 JM0436;SPC CO S     -   515,625.625   643,168.966   MT  1.00001812   -1 54 29.4
 JM0436;SPC CO S     - 1,691,681.74  2,110,130.18   sFT  1.00001812   -1 54 29.4
 JM0436;UTM  12      - 4,266,827.065   708,263.326   MT  1.00013417   +1 29 19.0
 JM0436
 JM0436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0436!SPC CO C     -   0.99954741  x   0.99998602  =   0.99953344
 JM0436!SPC CO S     -   0.99954741  x   1.00001812  =   0.99956552
 JM0436!UTM  12      -   0.99954741  x   1.00013417  =   0.99968152
 JM0436
 JM0436                          SUPERSEDED SURVEY CONTROL
 JM0436
 JM0436  NAD 83(1992)-  38 31 31.75629(N)    108 36 39.29820(W) AD(       ) 2
 JM0436  NAD 83(1986)-  38 31 31.75304(N)    108 36 39.29016(W) AD(       ) 2
 JM0436  NAD 27      -  38 31 31.78500(N)    108 36 36.96200(W) AD(       ) 2
 JM0436  NGVD 29 (07/19/86) 2901.46   (m)         9519.2    (f) LEVELING    3  
 JM0436
 JM0436.Superseded values are not recommended for survey control.
 JM0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0436.See file dsdata.txt to determine how the superseded data were derived.
 JM0436
 JM0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH0826366827(NAD 83)
 JM0436_MARKER: DD = SURVEY DISK
 JM0436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0436_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 JM0436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0436+STABILITY: SURFACE MOTION
 JM0436
 JM0436  HISTORY     - Date     Condition        Report By
 JM0436  HISTORY     - 1934     MONUMENTED       CGS
 JM0436  HISTORY     - 1947     GOOD             USGS
 JM0436
 JM0436                          STATION DESCRIPTION
 JM0436
 JM0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (EBL)
 JM0436'THE STATION IS ON A HIGH POINT ON THE UNCOMPAHGRE PLATEAU
 JM0436'IN THE UNCOMPAHGRE NATIONAL FOREST, IN SEC. 12, T 49 N, R 16 W,
 JM0436'ABOUT 6-1/4 MILES NW OF THE POINT KNOWN AS WINDY POINT.  JUST
 JM0436'BEFORE REACHING THE STATION THE ROAD CROSSES A SADDLE, FROM
 JM0436'THIS POINT THE STATION IS A 400-YARD PACK TO THE SUMMIT.
 JM0436'REACHED FROM MONTROSE BY FOLLOWING HIGHWAY 90 WEST PAST THE
 JM0436'SELESCA RANGER STATION 20.9 MILES, CONTINUE 4.7 MILES AND
 JM0436'BEAR LEFT PER SIGN DELTA, GO 4.5 MILES TO T-INTERSECTION
 JM0436'WITH GRADED ROAD AND TURN RIGHT ON GRADED ROAD, GO 0.9 MILE
 JM0436'TO ANOTHER T-INTERSECTION, TURN LEFT AT THIS INTERSECTION
 JM0436'AND GO 10.3 MILES TO WINDY POINT, CONTINUE 6.3 MILES TO THE
 JM0436'SADDLE MENTIONED ABOVE.  THE STATION IS MARKED WITH A
 JM0436'STONE CAIRN, CEMENTED TOGETHER ON THE TOP OF WHICH SETS A
 JM0436'CONCRETE BLOCK ABOUT 16 INCHES SQUARE AND 3 INCHES THICK,
 JM0436'IN WHICH IS SET A U.S. FOREST SERVICE TABLET.
 JM0436
 JM0436                          STATION RECOVERY (1947)
 JM0436
 JM0436'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947 (LMS)
 JM0436'FOUND AS DESCRIBED.
 JM0436'
 JM0436'STATION MARK--STANDARD TABLET, STAMPED ---MONUMENT HILL---, AND
 JM0436'CEMENTED INTO CONCRETE BLOCK, WHICH IS CEMENTED INTO TOP OF 6 FT.
 JM0436'SANDSTONE CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0163 ***********************************************************************
 KK0163  DESIGNATION -  MONUMENT RM 1
 KK0163  PID         -  KK0163
 KK0163  STATE/COUNTY-  CO/EL PASO
 KK0163  USGS QUAD   -  MONUMENT (1986)
 KK0163
 KK0163                         *CURRENT SURVEY CONTROL
 KK0163  ___________________________________________________________________
 KK0163* NAD 83(1986)-  39 02 50.     (N)    104 50 46.     (W)     SCALED    
 KK0163* NAVD 88     -      2064.925  (meters)    6774.67   (feet)  ADJUSTED  
 KK0163  ___________________________________________________________________
 KK0163  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 KK0163  DYNAMIC HT  -        2062.638 (meters)    6767.17  (feet)  COMP
 KK0163  MODELED GRAV-     979,446.2   (mgal)                       NAVD 88
 KK0163
 KK0163  VERT ORDER  -  FIRST     CLASS II
 KK0163
 KK0163.The horizontal coordinates were scaled from a topographic map and have
 KK0163.an estimated accuracy of +/- 6 seconds.
 KK0163
 KK0163.The orthometric height was determined by differential leveling
 KK0163.and adjusted by the National Geodetic Survey in June 1991..
 KK0163
 KK0163.The geoid height was determined by GEOID03.
 KK0163
 KK0163.The dynamic height is computed by dividing the NAVD 88
 KK0163.geopotential number by the normal gravity value computed on the
 KK0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0163.degrees latitude (g = 980.6199 gals.).
 KK0163
 KK0163.The modeled gravity was interpolated from observed gravity values.
 KK0163
 KK0163;                    North         East    Units  Estimated Accuracy
 KK0163;SPC CO C     -   439,760.      971,000.      MT  (+/- 180 meters Scaled)
 KK0163
 KK0163                          SUPERSEDED SURVEY CONTROL
 KK0163
 KK0163  NGVD 29 (??/??/92) 2063.753  (m)         6770.83   (f) ADJ UNCH    1 2
 KK0163
 KK0163.Superseded values are not recommended for survey control.
 KK0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0163.See file dsdata.txt to determine how the superseded data were derived.
 KK0163
 KK0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED133220(NAD 83)
 KK0163_MARKER: DR = REFERENCE MARK DISK
 KK0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0163_STAMPING: MONUMENT NO 1 1953
 KK0163_MARK LOGO: CGS   
 KK0163_PROJECTION: PROJECTING 10 CENTIMETERS
 KK0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0163+STABILITY: SURFACE MOTION
 KK0163
 KK0163  HISTORY     - Date     Condition        Report By
 KK0163  HISTORY     - 1953     MONUMENTED       CGS
 KK0163  HISTORY     - 1954     GOOD             NGS
 KK0163  HISTORY     - 1983     GOOD             NGS
 KK0163  HISTORY     - 19980326 GOOD             USPSQD
 KK0163
 KK0163                          STATION DESCRIPTION
 KK0163
 KK0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0163'3.7 MI S FROM MONUMENT.
 KK0163'0.4 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 KK0163'MONUMENT, THENCE 3.3 MILES SOUTH ALONG U.S. HIGHWAYS 85 AND 87,
 KK0163'103 FEET WEST OF THE CENTER LINE OF THE WEST LANE OF THE HIGHWAY,
 KK0163'88.5 FEET NORTHEAST OF TRIANGULATION STATION MOMUMENT 1953, 1 FOOT
 KK0163'WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KK0163'0.1 FOOT ABOVE THE GROUND.
 KK0163
 KK0163                          STATION RECOVERY (1983)
 KK0163
 KK0163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0163'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.3 KM
 KK0163'(0.2 MI) NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KK0163'FROM THE STATION IN COLORADO SPRINGS, THENCE 25.3 KM (15.7 MI)
 KK0163'NORTHERLY ALONG INTERSTATE HIGHWAY 25, 0.8 KM (0.5 MI) SOUTHEAST OF
 KK0163'MILEPOST 158, 31.4 METERS (103.0 FT) SOUTHWEST OF THE CENTERLINE OF
 KK0163'THE SOUTH BOUND LANES OF THE HIGHWAY, 27.0 METERS (88.6 FT) NORTHEAST
 KK0163'OF THE STATION MARK, AND 0.3 METERS (1.0 FT) SOUTHWEST OF A FENCE.
 KK0163'NOTE=NOT LEVELED TO ON THIS SURVEY.
 KK0163'THE MARK IS 1.9 M ABOVE THE HIGHWAY.
 KK0163
 KK0163                          STATION RECOVERY (1998)
 KK0163
 KK0163'RECOVERY NOTE BY US POWER SQUADRON 1998
 KK0163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0162 ***********************************************************************
 KK0162  DESIGNATION -  MONUMENT RM 2
 KK0162  PID         -  KK0162
 KK0162  STATE/COUNTY-  CO/EL PASO
 KK0162  USGS QUAD   -  MONUMENT (1986)
 KK0162
 KK0162                         *CURRENT SURVEY CONTROL
 KK0162  ___________________________________________________________________
 KK0162* NAD 83(1986)-  39 02 48.     (N)    104 50 46.     (W)     SCALED    
 KK0162* NAVD 88     -      2064.387  (meters)    6772.91   (feet)  ADJUSTED  
 KK0162  ___________________________________________________________________
 KK0162  GEOID HEIGHT-         -16.38  (meters)                     GEOID03
 KK0162  DYNAMIC HT  -        2062.101 (meters)    6765.41  (feet)  COMP
 KK0162  MODELED GRAV-     979,446.3   (mgal)                       NAVD 88
 KK0162
 KK0162  VERT ORDER  -  FIRST     CLASS II
 KK0162
 KK0162.The horizontal coordinates were scaled from a topographic map and have
 KK0162.an estimated accuracy of +/- 6 seconds.
 KK0162
 KK0162.The orthometric height was determined by differential leveling
 KK0162.and adjusted by the National Geodetic Survey in June 1991..
 KK0162
 KK0162.The geoid height was determined by GEOID03.
 KK0162
 KK0162.The dynamic height is computed by dividing the NAVD 88
 KK0162.geopotential number by the normal gravity value computed on the
 KK0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0162.degrees latitude (g = 980.6199 gals.).
 KK0162
 KK0162.The modeled gravity was interpolated from observed gravity values.
 KK0162
 KK0162;                    North         East    Units  Estimated Accuracy
 KK0162;SPC CO C     -   439,690.      971,010.      MT  (+/- 180 meters Scaled)
 KK0162
 KK0162                          SUPERSEDED SURVEY CONTROL
 KK0162
 KK0162  NGVD 29 (??/??/92) 2063.215  (m)         6769.06   (f) ADJ UNCH    1 2
 KK0162
 KK0162.Superseded values are not recommended for survey control.
 KK0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0162.See file dsdata.txt to determine how the superseded data were derived.
 KK0162
 KK0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED133219(NAD 83)
 KK0162_MARKER: DR = REFERENCE MARK DISK
 KK0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0162_STAMPING: MONUMENT NO 2 1953
 KK0162_MARK LOGO: CGS   
 KK0162_PROJECTION: PROJECTING 10 CENTIMETERS
 KK0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0162+STABILITY: SURFACE MOTION
 KK0162
 KK0162  HISTORY     - Date     Condition        Report By
 KK0162  HISTORY     - 1953     MONUMENTED       CGS
 KK0162  HISTORY     - 1954     GOOD             NGS
 KK0162  HISTORY     - 1983     GOOD             NGS
 KK0162  HISTORY     - 19980326 GOOD             USPSQD
 KK0162
 KK0162                          STATION DESCRIPTION
 KK0162
 KK0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0162'3.7 MI S FROM MONUMENT.
 KK0162'0.4 MILE EAST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 KK0162'MONUMENT, THENCE 3.3 MILES SOUTH ALONG U.S. HIGHWAYS 85 AND 87,
 KK0162'103 FEET WEST OF THE CENTER LINE OF THE WEST LANE OF THE HIGHWAY,
 KK0162'94.6 FEET SOUTHEAST OF TRIANGULATION STATION MONUMENT 1953, 1 FOOT
 KK0162'WEST OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 KK0162'0.1 FOOT ABOVE THE GROUND.
 KK0162
 KK0162                          STATION RECOVERY (1983)
 KK0162
 KK0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0162'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.3 KM
 KK0162'(0.2 MI) NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KK0162'FROM THE STATION IN COLORADO SPRINGS, THENCE 25.3 KM (15.7 MI)
 KK0162'NORTHERLY ALONG INTERSTATE HIGHWAY 25, 0.8 KM (0.5 MI) SOUTHEAST OF
 KK0162'MILEPOST 158, 31.4 METERS (103.0 FT) SOUTHWEST OF THE CENTERLINE OF
 KK0162'THE SOUTH BOUND LANES OF THE HIGHWAY, 28.9 METERS (94.8 FT) SOUTHEAST
 KK0162'OF THE STATION MARK, AND 0.3 METER (1.0 FT) SOUTHWEST OF A FENCE.
 KK0162'NOTE=NOT LEVELED TO ON THIS SURVEY.
 KK0162'THE MARK IS 1.9 M ABOVE THE HIGHWAY.
 KK0162
 KK0162                          STATION RECOVERY (1998)
 KK0162
 KK0162'RECOVERY NOTE BY US POWER SQUADRON 1998
 KK0162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0559 ***********************************************************************
 LN0559  DESIGNATION -  MOO
 LN0559  PID         -  LN0559
 LN0559  STATE/COUNTY-  CO/MOFFAT
 LN0559  USGS QUAD   -  PLUG HAT ROCK (1962)
 LN0559
 LN0559                         *CURRENT SURVEY CONTROL
 LN0559  ___________________________________________________________________
 LN0559* NAD 83(1992)-  40 19 07.60450(N)    108 54 41.48741(W)     ADJUSTED  
 LN0559* NAVD 88     -      2513.2    (meters)    8245.     (feet)  VERTCON   
 LN0559  ___________________________________________________________________
 LN0559  LAPLACE CORR-           4.15  (seconds)                    DEFLEC99
 LN0559  GEOID HEIGHT-         -15.76  (meters)                     GEOID03
 LN0559
 LN0559  HORZ ORDER  -  THIRD
 LN0559
 LN0559.The horizontal coordinates were established by classical geodetic methods
 LN0559.and adjusted by the National Geodetic Survey in November 1997..
 LN0559
 LN0559.The NAVD 88 height was computed by applying the VERTCON shift value to
 LN0559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LN0559
 LN0559.The Laplace correction was computed from DEFLEC99 derived deflections.
 LN0559
 LN0559.The geoid height was determined by GEOID03.
 LN0559
 LN0559;                    North         East     Units Scale Factor Converg.
 LN0559;SPC CO N     -   419,792.388   624,521.660   MT  0.99995755   -2 12 15.5
 LN0559;SPC CO N     - 1,377,268.86  2,048,951.48   sFT  0.99995755   -2 12 15.5
 LN0559;UTM  12      - 4,465,232.600   677,446.379   MT  0.99998761   +1 21 06.0
 LN0559
 LN0559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LN0559!SPC CO N     -   0.99960838  x   0.99995755  =   0.99956595
 LN0559!UTM  12      -   0.99960838  x   0.99998761  =   0.99959599
 LN0559
 LN0559:                Primary Azimuth Mark                     Grid Az
 LN0559:SPC CO N     -  DINNY                                    336 21 30.0
 LN0559:UTM  12      -  DINNY                                    332 48 08.5
 LN0559
 LN0559|---------------------------------------------------------------------|
 LN0559| PID    Reference Object                     Distance      Geod. Az  |
 LN0559|                                                           dddmmss.s |
 LN0559| LN0561 DINNY                               APPROX. 7.3 KM 3340914.5 |
 LN0559| LN0560 ROUND TOP LOH                       APPROX.13.6 KM 3575508.2 |
 LN0559|---------------------------------------------------------------------|
 LN0559
 LN0559                          SUPERSEDED SURVEY CONTROL
 LN0559
 LN0559  NAD 83(1992)-  40 19 07.59206(N)    108 54 41.47190(W) AD(       ) 3
 LN0559  NAD 83(1986)-  40 19 07.59163(N)    108 54 41.47278(W) AD(       ) 3
 LN0559  NAD 27      -  40 19 07.71085(N)    108 54 39.06339(W) AD(       ) 3
 LN0559  NGVD 29 (07/19/86) 2511.8    (m)         8241.     (f) VERT ANG       
 LN0559
 LN0559.Superseded values are not recommended for survey control.
 LN0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0559.See file dsdata.txt to determine how the superseded data were derived.
 LN0559
 LN0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK7744665233(NAD 83)
 LN0559_MARKER: DD = SURVEY DISK
 LN0559_SETTING: 66 = SET IN ROCK OUTCROP
 LN0559_SP_SET: SET IN ROCK OUTCROP
 LN0559_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LN0559+STABILITY: POSITION/ELEVATION WELL
 LN0559
 LN0559  HISTORY     - Date     Condition        Report By
 LN0559  HISTORY     - 1952     MONUMENTED       USGS
 LN0559
 LN0559                          STATION DESCRIPTION
 LN0559
 LN0559'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 LN0559'STATION LOCATED ON SMALL GRASS AND SAGEBRUSH COVERED HILL ON SOUTHERN
 LN0559'RIM OF BLUE MOUNTAIN PLATEAU, IN SEC. --, T -- N, R -- W.
 LN0559'
 LN0559'TO REACH STATION FROM BRIDGE ACROSS THE GREEN RIVER IN JENSEN, UTAH,
 LN0559'GO SE. ON U.S. HIGHWAY 40 11.7 MI. TO T-RD. JUNCTION ABOUT 0.1 MI.
 LN0559'PAST (E. OF) CULVERT.  FOLLOW RD. LEFT 1.2 MI. TO RD. FORK.  THENCE
 LN0559'FOLLOW LEFT FORK ACROSS DRAW AND UP TO TOP OF BLUE MOUNTAIN PLATEAU
 LN0559'AND RD. JUNCTION, 11.9 MI.  FOLLOW RIGHT FORK AT JUNCTION (MOFFAT
 LN0559'COUNTY 16) 2.4 MI. TO GATE AT FENCE CORNER ON RIGHT.  PASS THROUGH
 LN0559'GATE, FOLLOWING MAIN TRAVELED TRACK RD. 4.2 MI., GO THROUGH TWO MORE
 LN0559'GATES AND BY SMALL POND TO RD. FORK ON TOP OF RIDGE THAT OVERLOOKS
 LN0559'THE COUNTRY TO S.  FOLLOW RD. FORK TO LEFT ALONG TOP OF RIDGE DOWN
 LN0559'SMALL VALLEY AND UP ON TOP OF MOUNTAIN, 1.9 MI. TO SAGEBRUSH AND
 LN0559'GRASS COVERED HILL AND STATION.
 LN0559'
 LN0559'STATION MARK--STANDARD TABLET CEMENTED IN ROCK ON TOP OF HILL,
 LN0559'STAMPED ---MOO 1952---.
 LN0559'
 LN0559'REFERENCE MARK NO. 1--STANDARD TABLET STAMPED ---MOO NO. 1---,
 LN0559'CEMENTED IN ROCK, 117.00 FT. FROM STATION, S 24 DEG 40 MIN E.
 LN0559'
 LN0559'REFERENCE MARK NO. 2--STANDARD TABLET STAMPED ---MOO NO. 2---,
 LN0559'CEMENTED IN ROCK, 99.70 FT. FROM STATION, S 76 DEG 29 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0299 ***********************************************************************
 KM0299  DESIGNATION -  MOON
 KM0299  PID         -  KM0299
 KM0299  STATE/COUNTY-  CO/RIO BLANCO
 KM0299  USGS QUAD   -  SAGEBRUSH HILL (1973)
 KM0299
 KM0299                         *CURRENT SURVEY CONTROL
 KM0299  ___________________________________________________________________
 KM0299* NAD 83(1992)-  39 58 05.86580(N)    108 30 31.72962(W)     ADJUSTED  
 KM0299* NAVD 88     -      2138.9    (meters)    7017.     (feet)  VERTCON   
 KM0299  ___________________________________________________________________
 KM0299  LAPLACE CORR-          -4.31  (seconds)                    DEFLEC99
 KM0299  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 KM0299
 KM0299  HORZ ORDER  -  THIRD
 KM0299
 KM0299.The horizontal coordinates were established by classical geodetic methods
 KM0299.and adjusted by the National Geodetic Survey in January 1993..
 KM0299
 KM0299.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0299
 KM0299.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0299
 KM0299.The geoid height was determined by GEOID03.
 KM0299
 KM0299;                    North         East     Units Scale Factor Converg.
 KM0299;SPC CO N     -   379,660.820   657,406.135   MT  0.99996893   -1 56 38.7
 KM0299;SPC CO N     - 1,245,603.87  2,156,839.96   sFT  0.99996893   -1 56 38.7
 KM0299;UTM  12      - 4,427,210.535   712,757.071   MT  1.00015728   +1 36 03.0
 KM0299
 KM0299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0299!SPC CO N     -   0.99966712  x   0.99996893  =   0.99963606
 KM0299!UTM  12      -   0.99966712  x   1.00015728  =   0.99982435
 KM0299
 KM0299:                Primary Azimuth Mark                     Grid Az
 KM0299:SPC CO N     -  BEARD                                    334 50 30.2
 KM0299:UTM  12      -  BEARD                                    331 17 48.5
 KM0299
 KM0299|---------------------------------------------------------------------|
 KM0299| PID    Reference Object                     Distance      Geod. Az  |
 KM0299|                                                           dddmmss.s |
 KM0299| LN0546 BEARD                               APPROX. 8.1 KM 3325351.5 |
 KM0299|---------------------------------------------------------------------|
 KM0299
 KM0299                          SUPERSEDED SURVEY CONTROL
 KM0299
 KM0299  NAD 83(1986)-  39 58 05.86012(N)    108 30 31.72379(W) AD(       ) 3
 KM0299  NAD 27      -  39 58 05.95994(N)    108 30 29.38554(W) AD(       ) 3
 KM0299  NGVD 29 (07/19/86) 2137.6    (m)         7013.     (f) VERT ANG       
 KM0299
 KM0299.Superseded values are not recommended for survey control.
 KM0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0299.See file dsdata.txt to determine how the superseded data were derived.
 KM0299
 KM0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYK1275727211(NAD 83)
 KM0299_MARKER: DD = SURVEY DISK
 KM0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0299_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 KM0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0299+STABILITY: SURFACE MOTION
 KM0299
 KM0299  HISTORY     - Date     Condition        Report By
 KM0299  HISTORY     - 1950     MONUMENTED       USGS
 KM0299
 KM0299                          STATION DESCRIPTION
 KM0299
 KM0299'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KM0299'STATION LOCATED ABOUT 17 MI. N. AND 33.25 MI. W. OF RIO BLANCO,
 KM0299'COLORADO.
 KM0299'
 KM0299'TO REACH FROM RIO BLANCO POST OFFICE, PROCEED W. AND N. ON HIGHWAY 326
 KM0299'37.5 MI. TO T-RD. W., THENCE W. 2.7 MI. TO Y-RD., THENCE SW. FROM
 KM0299'Y-RD. 5.3 MI. TO T-RD. N.  THENCE N. AND ON W. 7.7 MI. TO T-RD. S.
 KM0299'PROCEED S. 0.4 MI. AND THENCE W. ON UP RIDGE.  PROCEED W. AND ON S.
 KM0299'2.8 MI. TO STATION.  STATION LIES AT THE S. END OF A LARGE CLEARING
 KM0299'ALONG TOP OF RIDGE.
 KM0299'
 KM0299'STATION MARK--STANDARD TABLET, SET IN THE TOP OF A 6 X 6 IN. CONCRETE
 KM0299'MONUMENT, PROJECTING 6 IN. ABOVE THE SURFACE AND STAMPED ---R-MOON
 KM0299'1950---.
 KM0299'
 KM0299'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0554 ***********************************************************************
 LM0554  DESIGNATION -  MOOR
 LM0554  PID         -  LM0554
 LM0554  STATE/COUNTY-  CO/JACKSON
 LM0554  USGS QUAD   -  JOHNNY MOORE MOUNTAIN (1956)
 LM0554
 LM0554                         *CURRENT SURVEY CONTROL
 LM0554  ___________________________________________________________________
 LM0554* NAD 83(1992)-  40 38 25.48497(N)    106 05 31.91478(W)     ADJUSTED  
 LM0554* NAVD 88     -      2758.1    (meters)    9049.     (feet)  VERTCON   
 LM0554  ___________________________________________________________________
 LM0554  LAPLACE CORR-           6.15  (seconds)                    DEFLEC99
 LM0554  GEOID HEIGHT-         -11.84  (meters)                     GEOID03
 LM0554
 LM0554  HORZ ORDER  -  SECOND
 LM0554
 LM0554.The horizontal coordinates were established by classical geodetic methods
 LM0554.and adjusted by the National Geodetic Survey in January 1993..
 LM0554
 LM0554.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0554
 LM0554.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0554
 LM0554.The geoid height was determined by GEOID03.
 LM0554
 LM0554;                    North         East     Units Scale Factor Converg.
 LM0554;SPC CO N     -   450,097.005   864,308.674   MT  0.99997993   -0 22 57.5
 LM0554;SPC CO N     - 1,476,693.26  2,835,652.71   sFT  0.99997993   -0 22 57.5
 LM0554;UTM  13      - 4,499,414.036   407,646.177   MT  0.99970498   -0 42 41.1
 LM0554
 LM0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0554!SPC CO N     -   0.99956938  x   0.99997993  =   0.99954932
 LM0554!UTM  13      -   0.99956938  x   0.99970498  =   0.99927449
 LM0554
 LM0554|---------------------------------------------------------------------|
 LM0554| PID    Reference Object                     Distance      Geod. Az  |
 LM0554|                                                           dddmmss.s |
 LM0554| CP6261 MOOR RM 1                             5.151 METERS 08648     |
 LM0554| CP6262 MOOR RM 2                             7.338 METERS 17713     |
 LM0554| CP6260 MOOR AZ MK                                         1881603.2 |
 LM0554|---------------------------------------------------------------------|
 LM0554
 LM0554                          SUPERSEDED SURVEY CONTROL
 LM0554
 LM0554  NAD 83(1986)-  40 38 25.47947(N)    106 05 31.90970(W) AD(       ) 2
 LM0554  NAD 27      -  40 38 25.55200(N)    106 05 29.84600(W) AD(       ) 2
 LM0554  NGVD 29 (07/19/86) 2756.7    (m)         9044.     (f) VERT ANG       
 LM0554
 LM0554.Superseded values are not recommended for survey control.
 LM0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0554.See file dsdata.txt to determine how the superseded data were derived.
 LM0554
 LM0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE0764699414(NAD 83)
 LM0554_MARKER: DS = TRIANGULATION STATION DISK
 LM0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0554
 LM0554  HISTORY     - Date     Condition        Report By
 LM0554  HISTORY     - 1949     MONUMENTED       CGS
 LM0554
 LM0554                          STATION DESCRIPTION
 LM0554
 LM0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 LM0554'THE STATION IS LOCATED ABOUT 12.0 MILES AIR LINE SOUTHEAST
 LM0554'OF WALDEN ON WHAT IS LOCALLY KNOWN AS JOHNNY MOOR MOUNTAIN.
 LM0554'THE MOUNTAIN IS ABOUT 2.0 MILES LONG AND IS COVERED WITH SAGE
 LM0554'BRUSH.  THE RIDGE DROPS OFF SHARPLY TO THE WEST, SLOPES
 LM0554'GRADUALLY TO THE EAST AND HAS TIMBER ON THE EASTERN SLOPE
 LM0554'NEAR THE NORTHERN END.  THE STATION MARK IS SET ON THE HIGHEST
 LM0554'POINT, 10 FEET EAST OF A WHITE WITNESS POST, PROJECTS 4 INCHES
 LM0554'AND IS STAMPED, MOOR 1949.
 LM0554'
 LM0554'REFERENCE MARK NO. 1 IS APPROXIMATELY 18 INCHES LOWER THAN
 LM0554'THE STATION, PROJECTS 5 INCHES AND IS STAMPED, MOOR NO 1
 LM0554'1949.
 LM0554'
 LM0554'REFERENCE MARK NO. 2 IS APPROXIMATELY 6 INCHES LOWER THAN
 LM0554'THE STATION, PROJECTS 4 INCHES AND IS STAMPED, MOOR NO 2
 LM0554'1949.
 LM0554'
 LM0554'THE AZIMUTH MARK IS SET FLUSH ON THE WESTERN EDGE OF THE
 LM0554'RIDGE 10 FEET SOUTH-SOUTHWEST OF A WHITE WITNESS POST AND
 LM0554'IS STAMPED, MOOR 1949.
 LM0554'
 LM0554'TO REACH THE STATION FROM THE POST OFFICE IN WALDEN, GO
 LM0554'EAST ON THE FIRST STREET SOUTH OF THE POST OFFICE FOR 0.35
 LM0554'MILE TO A T-INTERSECTION ON THE RIGHT.  TURN RIGHT ON A
 LM0554'GRAVELED ROAD, STATE HIGHWAY 14, AND GO SOUTHEASTERLY FOR
 LM0554'13.5 MILES TO A SIDE ROAD LEFT JUST AFTER PASSING A SCHOOL
 LM0554'HOUSE ON THE LEFT.  TURN LEFT AND GO 0.8 MILE TO A WIRE GATE
 LM0554'ON THE LEFT JUST BEFORE REACHING AN OLD BARN.  TURN LEFT
 LM0554'THROUGH THE GATE THENCE RIGHT, UP A STEEP BANK AND FOLLOW
 LM0554'ALONG THE RIDGE FOR 1.5 MILES TO THE AZIMUTH MARK ON THE
 LM0554'WESTERN EDGE OF THE RIDGE.  CONTINUE ALONG THE RIDGE FOR
 LM0554'0.4 MILE TO THE HIGHEST POINT AND STATION AS DESCRIBED
 LM0554'ABOVE.  A FOUR WHEEL DRIVE VEHICLE IS REQUIRED TO DRIVE TO
 LM0554'THE STATION AFTER PASSING THROUGH THE GATE.  A DRIVE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1433 ***********************************************************************
 LL1433  DESIGNATION -  MOORE
 LL1433  PID         -  LL1433
 LL1433  STATE/COUNTY-  CO/BOULDER
 LL1433  USGS QUAD   -  HYGIENE (1979)
 LL1433
 LL1433                         *CURRENT SURVEY CONTROL
 LL1433  ___________________________________________________________________
 LL1433* NAD 83(1992)-  40 12 52.16100(N)    105 09 31.95570(W)     ADJUSTED  
 LL1433* NAVD 88     -      1636.5    (meters)    5369.     (feet)  VERTCON   
 LL1433  ___________________________________________________________________
 LL1433  X           -  -1,275,737.255 (meters)                     COMP
 LL1433  Y           -  -4,708,848.254 (meters)                     COMP
 LL1433  Z           -   4,097,247.208 (meters)                     COMP
 LL1433  LAPLACE CORR-         -15.70  (seconds)                    DEFLEC99
 LL1433  ELLIP HEIGHT-        1620.21  (meters)          (12/03/02) GPS OBS
 LL1433  GEOID HEIGHT-         -16.33  (meters)                     GEOID03
 LL1433
 LL1433  HORZ ORDER  -  FIRST
 LL1433  ELLP ORDER  -  FOURTH    CLASS II
 LL1433
 LL1433.The horizontal coordinates were established by GPS observations
 LL1433.and adjusted by the National Geodetic Survey in December 2002..
 LL1433
 LL1433.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1433
 LL1433.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL1433
 LL1433.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1433
 LL1433.The ellipsoidal height was determined by GPS observations
 LL1433.and is referenced to NAD 83.
 LL1433
 LL1433.The geoid height was determined by GEOID03.
 LL1433
 LL1433;                    North         East     Units Scale Factor Converg.
 LL1433;SPC CO N     -   402,691.551   943,439.007   MT  0.99995705   +0 13 13.5
 LL1433;SPC CO N     - 1,321,163.86  3,095,266.14   sFT  0.99995705   +0 13 13.5
 LL1433;UTM  13      - 4,451,575.962   486,480.867   MT  0.99960225   -0 06 09.3
 LL1433
 LL1433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1433!SPC CO N     -   0.99974590  x   0.99995705  =   0.99970296
 LL1433!UTM  13      -   0.99974590  x   0.99960225  =   0.99934825
 LL1433
 LL1433|---------------------------------------------------------------------|
 LL1433| PID    Reference Object                     Distance      Geod. Az  |
 LL1433|                                                           dddmmss.s |
 LL1433| CR8266 MOORE RM 1                           14.638 METERS 04057     |
 LL1433| LL1428 LONGMONT GREEN TANK                 APPROX. 9.1 KM 0771722.8 |
 LL1433| LL1317 GREAT WEST SUGAR CO STACK           APPROX. 9.4 KM 1310127.2 |
 LL1433| LL1429 LONGMONT KLMO RADIO MAST            APPROX. 3.8 KM 1334823.9 |
 LL1433| LL1430 LONGMONT SUNSET PARK TANK           APPROX. 5.8 KM 1472915.2 |
 LL1433| LL1075 W 410                               APPROX. 1.3 KM 1633311.2 |
 LL1433| LL1420 HYGIENE TABLE MTN MAST              APPROX.11.9 KM 2234651.5 |
 LL1433| CR8267 MOORE RM 2                           15.125 METERS 30447     |
 LL1433|---------------------------------------------------------------------|
 LL1433
 LL1433                          SUPERSEDED SURVEY CONTROL
 LL1433
 LL1433  NAD 83(1992)-  40 12 52.15834(N)    105 09 31.95719(W) AD(       ) 1
 LL1433  ELLIP H (01/07/93) 1620.24   (m)                       GP(       ) 4 2
 LL1433  NAD 83(1986)-  40 12 52.14712(N)    105 09 31.96565(W) AD(       ) 1
 LL1433  NGVD 29 (01/20/89) 1635.5    (m)         5366.     (f) GPS OBS        
 LL1433
 LL1433.Superseded values are not recommended for survey control.
 LL1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1433.See file dsdata.txt to determine how the superseded data were derived.
 LL1433
 LL1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE8648151576(NAD 83)
 LL1433_MARKER: DH = HORIZONTAL CONTROL DISK
 LL1433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL1433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL1433_MAGNETIC: N = NO MAGNETIC MATERIAL
 LL1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL1433+STABILITY: SURFACE MOTION
 LL1433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL1433+SATELLITE: SATELLITE OBSERVATIONS - August 01, 1986
 LL1433
 LL1433  HISTORY     - Date     Condition        Report By
 LL1433  HISTORY     - 1985     MONUMENTED       NGS
 LL1433  HISTORY     - 19860801 GOOD
 LL1433  HISTORY     - 19980916 MARK NOT FOUND   USPSQD
 LL1433  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL1433
 LL1433                          STATION DESCRIPTION
 LL1433
 LL1433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (MCG)
 LL1433'THE STATION IS LOCATED ABOUT 9.7 KM (6 MI) EAST OF LYONS, 7.2 KM
 LL1433'(4.5 MI) NORTHWEST OF LONGMONT AND 6.4 KM (4 MI) NORTH OF LONGMONT
 LL1433'AIRPORT.
 LL1433'OWNERSHIP--BOULDER 117 LTD., 3600 S. BEELER STREET, SUITE 300,
 LL1433'DENVER, CO. 80237.  CONTACT MR. CHARLES A. TROWBRIDGE, GENERAL
 LL1433'PARTNER.  TELEPHONE---303-796-8700.
 LL1433'
 LL1433'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 66 AND
 LL1433'U.S. HIGHWAY 287 IN NORTHERN LONGMONT, GO WEST ON STATE HIGHWAY 66
 LL1433'FOR 3.9 KM (2.45 MI) TO A SIDE ROAD RIGHT, NORTH 87TH STREET.
 LL1433'CONTINUE AHEAD, WEST, FOR 1.1 KM (0.7 MI) TO A SIDE ROAD RIGHT.
 LL1433'TURN RIGHT, NORTH, FOR 0.6 KM (0.4 MI) TO A BRIDGE OVER AN
 LL1433'IRRIGATION DITCH.  CONTINUE AHEAD, NORTH, FOR 0.5 KM (0.3 MI) TO A
 LL1433'3-WAY FORK.  TAKE RIGHT FORK, EAST, ON A FIELD ROAD FOR 0.4 KM
 LL1433'(0.25 MI) TO A GATE AND NORTH-SOUTH FENCE LINE.  PASS THROUGH THE
 LL1433'FENCE, CONTINUE EAST, FOR 0.2 KM (0.1 MI) TO A HIGH POINT IN THE
 LL1433'ROAD AND A DIM TRACK ROAD ON THE LEFT.  TURN LEFT, NORTH, FOR
 LL1433'0.2 KM (0.1 MI) ALONG THE EDGE OF A FIELD AND POWER LINE TO A SMALL
 LL1433'PILE OF ROCK ON THE LEFT.  TURN LEFT, WEST, JUST PAST THE PILE OF
 LL1433'ROCKS, GOING UPHILL FOR 0.2 KM (0.1 MI) TO THE STATION ON THE TOP
 LL1433'OF THE MESA.  THE DIRT ROAD MAYBE VERY MUDDY IF WET, DO NOT CUT THE
 LL1433'ROAD UP.
 LL1433'
 LL1433'THE STATION IS A STANDARD NGS DISK STAMPED---MOORE 1985---SET INTO
 LL1433'THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12-IN) IN DIAMETER
 LL1433'RECESSED 5 CM (2-IN) BELOW THE GROUND.  LOCATED 265.5 M (165 FT)
 LL1433'EAST FROM A NORTH-SOUTH FENCE LINE, 11.3 M (37 FT) NORTH FROM THE
 LL1433'SOUTHERN EDGE OF MESA AND 1.0 M (3.5 FT) SOUTH FROM A WITNESS POST.
 LL1433'THE UNDERGROUND MARK IS A STANDARD NGS DISK STAMPED---MOORE 1985---
 LL1433'SET IN AN IRREGULAR MASS OF CONCRETE 0.9 M (3 FT) BELOW THE SURFACE.
 LL1433'
 LL1433'REFERENCE MARK NO. 1 IS A STANDARD NGS DISK STAMPED---MOORE NO 1
 LL1433'1985---SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM (12-IN)
 LL1433'IN DIAMETER FLUSH WITH THE GROUND.  LOCATED 60.0 M (197 FT) EAST
 LL1433'FROM A NORTH-SOUTH FENCE LINE, 14.0 M (46 FT) NORTHEAST FROM A
 LL1433'WITNESS POST, 13.7 M (45 FT) WEST FROM THE EASTERN EDGE OF THE MESA
 LL1433'AND LEVEL WITH THE STATION.
 LL1433'
 LL1433'REFERENCE MARK NO. 2 IS A STANDARD NGS DISK
 LL1433'STAMPED---MOORE NO 2 1985---,
 LL1433'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT
 LL1433'30 CM IN DIAMETER FLUSH WITH GROUND.  LOCATED
 LL1433'38.1 METERS (125 FT) EAST FROM A NORTH-SOUTH FENCE LINE,
 LL1433'23.5 METERS (77 FT) NORTHWEST FROM THE SOUTHERN END OF THE MESA,
 LL1433'14.6 METERS (48 FT) WEST-NORTHWEST FROM A WITNESS POST AND
 LL1433'MARK IS LEVEL WITH THE STATION.
 LL1433
 LL1433                          STATION RECOVERY (1986)
 LL1433
 LL1433'RECOVERED 1986
 LL1433'RECOVERED IN GOOD CONDITION.
 LL1433
 LL1433                          STATION RECOVERY (1998)
 LL1433
 LL1433'RECOVERY NOTE BY US POWER SQUADRON 1998
 LL1433'MARK NOT FOUND.
 LL1433
 LL1433                          STATION RECOVERY (2001)
 LL1433
 LL1433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL1433'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5123 ***********************************************************************
 AC5123  DESIGNATION -  MOORE
 AC5123  PID         -  AC5123
 AC5123  STATE/COUNTY-  CO/PUEBLO
 AC5123  USGS QUAD   -  RED TOP RANCH (1970)
 AC5123
 AC5123                         *CURRENT SURVEY CONTROL
 AC5123  ___________________________________________________________________
 AC5123* NAD 83(1992)-  37 55 13.02207(N)    104 21 28.92882(W)     ADJUSTED  
 AC5123* NAVD 88     -      1608.4    (meters)    5277.     (feet)  GPS OBS   
 AC5123  ___________________________________________________________________
 AC5123  X           -  -1,249,604.373 (meters)                     COMP
 AC5123  Y           -  -4,881,728.371 (meters)                     COMP
 AC5123  Z           -   3,899,444.118 (meters)                     COMP
 AC5123  LAPLACE CORR-          -7.56  (seconds)                    DEFLEC99
 AC5123  ELLIP HEIGHT-        1588.72  (meters)          (12/03/02) GPS OBS
 AC5123  GEOID HEIGHT-         -19.63  (meters)                     GEOID03
 AC5123
 AC5123  HORZ ORDER  -  FIRST
 AC5123  ELLP ORDER  -  FOURTH    CLASS II
 AC5123
 AC5123.The horizontal coordinates were established by GPS observations
 AC5123.and adjusted by the National Geodetic Survey in January 1997..
 AC5123
 AC5123.The orthometric height was determined by GPS observations and a
 AC5123.high-resolution geoid model.
 AC5123
 AC5123.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5123
 AC5123.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5123
 AC5123.The ellipsoidal height was determined by GPS observations
 AC5123.and is referenced to NAD 83.
 AC5123
 AC5123.The geoid height was determined by GEOID03.
 AC5123
 AC5123;                    North         East     Units Scale Factor Converg.
 AC5123;SPC CO S     -   444,546.045 1,014,803.963   MT  0.99994652   +0 42 01.6
 AC5123;SPC CO S     - 1,458,481.48  3,329,402.67   sFT  0.99994652   +0 42 01.6
 AC5123;UTM  13      - 4,197,164.681   556,423.992   MT  0.99963921   +0 23 40.3
 AC5123
 AC5123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5123!SPC CO S     -   0.99975077  x   0.99994652  =   0.99969730
 AC5123!UTM  13      -   0.99975077  x   0.99963921  =   0.99939007
 AC5123
 AC5123                          SUPERSEDED SURVEY CONTROL
 AC5123
 AC5123  ELLIP H (01/17/97) 1588.72   (m)                       GP(       ) 1 1
 AC5123
 AC5123.Superseded values are not recommended for survey control.
 AC5123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5123.See file dsdata.txt to determine how the superseded data were derived.
 AC5123
 AC5123_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB5642497165(NAD 83)
 AC5123_MARKER: DD = SURVEY DISK
 AC5123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5123_STAMPING: MOORE 1995
 AC5123_MARK LOGO: CODOT 
 AC5123_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC5123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5123+STABILITY: SURFACE MOTION
 AC5123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5123+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5123
 AC5123  HISTORY     - Date     Condition        Report By
 AC5123  HISTORY     - 1995     MONUMENTED       CO-101
 AC5123
 AC5123                          STATION DESCRIPTION
 AC5123
 AC5123'DESCRIBED BY PUEBLO COUNTY COLORADO 1995 (KCH)
 AC5123'THE STATION IS LOCATED IN SOUTHEAST PUEBLO COUNTY ON THE RED TOP
 AC5123'RANCH, 5.6 MI (9.0 KM) WEST OF THE RED TOP RANCH HEADQUARTERS, ABOUT
 AC5123'28.1 MI (45.2 KM) SOUTHEAST OF DOWNTOWN PUEBLO, 20.5 MI (33.0 KM)
 AC5123'NORTHWEST OF THE SOUTHEAST CORNER OF PUEBLO COUNTY, 9.3 MI (15.0 KM)
 AC5123'NORTHEAST OF THE CONFLUENCE OF THE HUERFANO AND CUCHARA RIVERS, IN THE
 AC5123'NORTHEAST 1/4 OF SECTION 32 T24S R62W OF THE 6TH PM.  OWNERSHIP--THE
 AC5123'MARKER IS ON THE PREMISES OF THE RED TOP RANCH.  ACCESS CAN BE
 AC5123'ARRANGED BY CONTACTING RANCH LESSOR WAYNE WALLACE, 10100 RED TOP ROAD,
 AC5123'FOWLER, CO 81039 (719) 948-2215.  TO REACH THE STATION FROM THE
 AC5123'INTERSECTION OF US HWY 50B AND 27TH LANE, GO SOUTH 2.9 MI (4.7 KM) ON
 AC5123'27TH LANE TO THE SIGN MARKING THE END OF 27TH LANE AND THE BEGINNING
 AC5123'OF DOYLE ROAD.  CONTINUE SOUTH, AND THEN SOUTHEAST 5.7 MI (9.2 KM) TO
 AC5123'A SIDE ROAD LEFT, BUSH ROAD.  CONTINUE SOUTHEAST 2.7 MI (4.3 KM) TO AN
 AC5123'INTERSECTING N-S ROAD, BROADACRE ROAD.  CONTINUE SOUTHEAST 3.1 MI (5.0
 AC5123'KM) TO A SIDE ROAD RIGHT, VERTREES ROAD.  CONTINUE SOUTHEAST 0.6 MI
 AC5123'(1.0 KM) ON DOYLE ROAD TO A BRIDGE ACROSS THE HUERFANO RIVER. CONTINUE
 AC5123'SOUTHEAST 0.1 MI (0.2 KM) TO THE TRIPLE JUNCTION OF DOYLE ROAD, EAST
 AC5123'HUWRFANO ROAD, AND RED TOP ROAD.  TURN RIGHT, SOUTHEAST, ON RED TOP
 AC5123'ROAD FOR 0.2 MI (0.3 KM) TO A SIDE ROAD RIGHT THAT LEADS TO A LOCKED
 AC5123'STEEL GATE.  CONTINUE SOUTHEAST 2.9 MI (4.7 KM) TO A SIDE ROAD RIGHT
 AC5123'LEADING TO A LOCKED STEEL GATE.  CONTINUE SOUTHEAST 0.5 MI (0.8 KM)
 AC5123'WHERE RED TOP ROAD BREAKS MORE EASTERLY.  CONTINUE SOUTHEAST 2.0 MI
 AC5123'(3.2 KM) THROUGH HILLS TO POINT WHERE ROADS STRAIGHTENS TO DUE E-W.
 AC5123'CONTINUE EAST 3.0 MI (4.8 KM) TO A 90 DEGREE BEND TO THE RIGHT, SOUTH.
 AC5123'CONTINUE SOUTH ON RED TOP ROAD 2.7 MI (4.3 KM) TO A BEND TO THE
 AC5123'SOUTHEAST.  CONTINUE SOUTHEAST 2.3 MI (3.7 KM) TO A SIDE ROAD LEFT,
 AC5123'RED TOP ROAD EAST (UN-MARKED) .  CONTINUE SOUTH 0.8 TO A CATTLE GUARD
 AC5123'AND THE BUILDINGS OF THE RED TOP RANCH HEADQUARTERS.  CONTINUE SOUTH
 AC5123'0.05 MI (0.08 KM) TO A SIDE ROAD RIGHT, A RANCH ROAD EXITING THE
 AC5123'NORTHEAST CORNER OF THE RED TOP RANCH HEADQUARTERS COMPOUND. TURN
 AC5123'RIGHT, WEST, 0.05 MI (0.08 KM) TO A CATTLEGUARD.  CONTINUE AHEAD,
 AC5123'NORTHWEST, 0.25 MI (0.40 KM) ON THE MAIN RANCH ROAD, FOLLOWING A FENCE
 AC5123'OFFSET TO THE SOUTH, TO A CATTLE GUARD AND A BEND TO THE SOUTHWEST.
 AC5123'CONTINUE AHEAD SOUTHWEST 2.2 MI (3.5 KM) ALONG A FENCE TO AN OLD
 AC5123'WINDMILL, WATER TANK, AND A FORK IN THE ROAD.  TAKE THE RIGHT FORK
 AC5123'WEST 1.4 MI (2.3 KM) TO A BEND TO THE RIGHT, NORTHWEST, AND WHERE THE
 AC5123'ROAD STOPS FOLLOWING THE FENCELINE.  CONTINUE NORTHWEST 0.1 MI (0.2
 AC5123'KM) TO THE BOTTOM OF A ROCKY DRAW.  CONTINUE NORTHWEST 0.2 MI (0.3 KM)
 AC5123'TO A WINDMILL SET ABOUT 300 FT (91.4 M) OFF THE LEFT SIDE OF THE ROAD.
 AC5123'CONTINUE 0.5 MI (0.8 KM) TO SIDE ROAD LEFT.  CONTINUE AHEAD NORTHWEST
 AC5123'0.4 MI (0.6 KM) TO AN UNLOCKED BARBED-WIRE GATE. CONTINUE AHEAD,
 AC5123'NORTHWEST, THRU THE GATE FOR 0.3 MI (0.5 KM) TO A REVERSE FORK.
 AC5123'CONTINUE AHEAD, NORTH, 0.2 MI (0.3 KM) TO A CORRAL, AND THE MARKER SET
 AC5123'ABOUT 62 FT (18.9 M) OFF THE RIGHT, EAST, SIDE OF THE ROAD.  THE
 AC5123'MARKER IS A STANDARD NGS BRASS HORIZONTAL CONTROL DISK SET IN THE TOP
 AC5123'OF A CYLNDRICAL MASS OF CONCRETE 1.5 FT (0.5 M) IN DIAMETER AND 5.0 FT
 AC5123'(1.5 M) DEEP AND FINISHED LEVEL WITH THE GROUND. IT IS 1.2 M (3.9 FT)
 AC5123'EAST OF A CARSONITE WITNESS POST, 19.2 M (63.0 FT) EAST OF A
 AC5123'NORTH-SOUTH RANCH ROAD, 33 M (108.3 FT) SOUTHEAST OF THE CENTER OF A
 AC5123'BARBED-WIRE GATE, 26.1 M (85.6 FT) SOUTHWEST OF THE CENTER OF THE
 AC5123'SWINGING GATE INTO THE CORRAL, 18.2 M (59.7 FT) SOUTH OF AN EAST-WEST
 AC5123'FENCE, AND SET ABOUT 0.5 M (1.6 FT) BELOW THE SURFACE OF THE RANCH
 AC5123'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0918 ***********************************************************************
 JJ0918  DESIGNATION -  MOPA
 JJ0918  PID         -  JJ0918
 JJ0918  STATE/COUNTY-  CO/KIOWA
 JJ0918  USGS QUAD   -  HASWELL (1974)
 JJ0918
 JJ0918                         *CURRENT SURVEY CONTROL
 JJ0918  ___________________________________________________________________
 JJ0918* NAD 83(1992)-  38 27 53.85210(N)    103 13 55.31594(W)     ADJUSTED  
 JJ0918* NAVD 88     -      1401.7    (meters)    4599.     (feet)  VERTCON   
 JJ0918  ___________________________________________________________________
 JJ0918  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 JJ0918  GEOID HEIGHT-         -22.22  (meters)                     GEOID03
 JJ0918
 JJ0918  HORZ ORDER  -  FIRST
 JJ0918
 JJ0918.The horizontal coordinates were established by classical geodetic methods
 JJ0918.and adjusted by the National Geodetic Survey in January 1993..
 JJ0918
 JJ0918.The NAVD 88 height was computed by applying the VERTCON shift value to
 JJ0918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JJ0918
 JJ0918.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0918
 JJ0918.The geoid height was determined by GEOID03.
 JJ0918
 JJ0918;                    North         East     Units Scale Factor Converg.
 JJ0918;SPC CO S     -   506,792.234 1,112,320.471   MT  1.00000593   +1 23 28.0
 JJ0918;SPC CO S     - 1,662,700.85  3,649,338.08   sFT  1.00000593   +1 23 28.0
 JJ0918;SPC CO C     -   377,386.660 1,112,317.610   MT  0.99999709   +1 25 49.4
 JJ0918;SPC CO C     - 1,238,142.73  3,649,328.69   sFT  0.99999709   +1 25 49.4
 JJ0918;UTM  13      - 4,258,885.767   654,243.285   MT  0.99989299   +1 05 59.8
 JJ0918
 JJ0918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0918!SPC CO S     -   0.99978361  x   1.00000593  =   0.99978953
 JJ0918!SPC CO C     -   0.99978361  x   0.99999709  =   0.99978070
 JJ0918!UTM  13      -   0.99978361  x   0.99989299  =   0.99967662
 JJ0918
 JJ0918|---------------------------------------------------------------------|
 JJ0918| PID    Reference Object                     Distance      Geod. Az  |
 JJ0918|                                                           dddmmss.s |
 JJ0918| CM9573 MOPA RM 3                            19.271 METERS 01302     |
 JJ0918| CM9570 MOPA AZ MK                                         0772426.5 |
 JJ0918| CM9572 MOPA RM 2                            29.752 METERS 09627     |
 JJ0918| CM9571 MOPA RM 1                            18.475 METERS 26924     |
 JJ0918|---------------------------------------------------------------------|
 JJ0918
 JJ0918                          SUPERSEDED SURVEY CONTROL
 JJ0918
 JJ0918  NAD 83(1986)-  38 27 53.84580(N)    103 13 55.31367(W) AD(       ) 1
 JJ0918  NAD 27      -  38 27 53.83508(N)    103 13 53.56723(W) AD(       ) 1
 JJ0918  NGVD 29 (07/19/86) 1401.0    (m)         4596.     (f) VERT ANG       
 JJ0918
 JJ0918.Superseded values are not recommended for survey control.
 JJ0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0918.See file dsdata.txt to determine how the superseded data were derived.
 JJ0918
 JJ0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC5424358886(NAD 83)
 JJ0918_MARKER: DS = TRIANGULATION STATION DISK
 JJ0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0918
 JJ0918  HISTORY     - Date     Condition        Report By
 JJ0918  HISTORY     - 1922     MONUMENTED       CGS
 JJ0918  HISTORY     - 1954     GOOD             CGS
 JJ0918
 JJ0918                          STATION DESCRIPTION
 JJ0918
 JJ0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1922 (CMD)
 JJ0918'ABOUT 3-1/4 MILES WEST AND 1 MILE NORTH OF HASWELL, ON LAND
 JJ0918'OWNED BY MRS. CARMAN.  SURFACE MARK IS DISK SET AS DESCRIBED
 JJ0918'UNDERGROUND MARK IS DISK SET.
 JJ0918'THE REFERENCE MARK, AN IRON ROD 12 INCHES
 JJ0918'LONG SET IN CONCRETE, IS IN THE FENCE LINE WEST OF THE STATION.
 JJ0918'FROM THE STATION THE FOLLOWING DISTANCES AND MAGNETIC BEARINGS
 JJ0918'ARE GIVEN--WINDMILL, 500 FEET, N. 62 DEG 00 MIN E.  MRS.
 JJ0918'CARMANS HOUSE, 525 FEET, N. 72 DEG 15 FT E.  HASWELL CHURCH
 JJ0918'SPIRE, 3-1/2 MILES EAST.  WINDMILL 1/4 MILE, S. 74 DEG 45 FT
 JJ0918'E.  REFERENCE MARK 18.415 METERS (60.42 FEET) S. 73 DEG
 JJ0918'55 FT W.
 JJ0918
 JJ0918                          STATION RECOVERY (1954)
 JJ0918
 JJ0918'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (WRH)
 JJ0918'THE STATION AND REFERENCE MARK WERE FOUND AS DESCRIBED AND
 JJ0918'IN GOOD CONDITION.  TWO NEW REFERENCE MARKS AND AN AZIMUTH
 JJ0918'MARK WERE ESTABLISHED AS WILL BE DESCRIBED LATER.  A COMPLETE
 JJ0918'DESCRIPTION FOLLOWS--
 JJ0918'
 JJ0918'THE STATION IS LOCATED IN A LARGE PASTURE AND ON THE WESTERN
 JJ0918'EDGE OF A HIGH FLAT BENCH.  IT IS ABOUT 5 MILES AIRLINE
 JJ0918'WEST-NORTHWEST OF HASWELL, ABOUT 12 MILES AIRLINE WEST-SOUTHWEST
 JJ0918'OF GALATEA, AND ABOUT 28 MILES AIRLINE NORTH OF LAS ANIMAS.
 JJ0918'
 JJ0918'THE STATION IS A STANDARD DISK STAMPED MOPA 1922 AND SET IN
 JJ0918'THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 JJ0918'WITH THE GROUND.  IT IS 5-1/2 FEET SOUTHEAST OF A WITNESS
 JJ0918'POST.
 JJ0918'
 JJ0918'REFERENCE MARK NUMBER ONE IS AN IRON ROD (1/2 BY 1 INCH)
 JJ0918'THAT WAS PLACED IN THE TOP OF A CONCRETE MONUMENT THAT WAS
 JJ0918'FLUSH WITH THE GROUND.  THE ROD PROJECTS 2 INCHES.  IT IS
 JJ0918'ABOUT THE SAME ELEVATION AS THE STATION.
 JJ0918'
 JJ0918'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MOPA NO
 JJ0918'2 1922 1954 AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 JJ0918'MONUMENT THAT PROJECTS 3 INCHES.  IT IS ABOUT THE SAME ELEVATION
 JJ0918'AS THE STATION.
 JJ0918'
 JJ0918'REFERENCE MARK NUMBER THREE IS A STANDARD DISK STAMPED MOPA
 JJ0918'NO 3 1922 1954 AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 JJ0918'MONUMENT THAT PROJECTS 3 INCHES.  IT IS ABOUT THE SAME ELEVATION
 JJ0918'AS THE STATION.
 JJ0918'
 JJ0918'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MOPA 1922 1954
 JJ0918'AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JJ0918'THAT PROJECTS 2 INCHES.  IT IS 69 FEET SOUTH OF THE CENTER
 JJ0918'LINE OF THE ROAD, 1-1/2 FEET NORTH OF A T-FENCE CORNER, AND
 JJ0918'ABOUT 100 YARDS SOUTHEAST OF A FARMHOUSE.  TO REACH THE MARK
 JJ0918'FROM THE STATION GO NORTH FOR 0.1 MILE TO A TRACK ROAD, TURN
 JJ0918'RIGHT, EAST, AND GO 0.4 MILE TO THE MARK ON THE RIGHT.
 JJ0918'
 JJ0918'TO REACH THE STATION FROM THE POST OFFICE IN HASWELL GO WEST,
 JJ0918'CROSSING THE RAILROAD TRACKS, FOR 0.5 MILE TO A ROAD TO THE
 JJ0918'RIGHT.  TURN RIGHT, NORTH, AND GO 1.0 MILE TO A ROAD LEFT.
 JJ0918'TURN LEFT, WEST, AND GO 2.7 MILES TO A RANCH HOUSE ON THE
 JJ0918'RIGHT AND THE END OF THE GRADED ROAD.  CONTINUE, WEST, ON
 JJ0918'THE TRACK ROAD FOR 0.4 MILE TO THE WEST EDGE OF A HIGH GRASSY
 JJ0918'BENCH.  TURN LEFT, SOUTH, AND GO 0.1 MILE TO THE STATION.
 JJ0918'
 JJ0918'OBSERVED FROM A 64-FT. STEEL TOWER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0570 ***********************************************************************
 HM0570  DESIGNATION -  MORFIELD
 HM0570  PID         -  HM0570
 HM0570  STATE/COUNTY-  CO/MONTEZUMA
 HM0570  USGS QUAD   -  POINT LOOKOUT (1973)
 HM0570
 HM0570                         *CURRENT SURVEY CONTROL
 HM0570  ___________________________________________________________________
 HM0570* NAD 83(1992)-  37 16 28.24931(N)    108 23 59.66835(W)     ADJUSTED  
 HM0570* NAVD 88     -      2559.2    (meters)    8396.     (feet)  VERTCON   
 HM0570  ___________________________________________________________________
 HM0570  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 HM0570  GEOID HEIGHT-         -19.33  (meters)                     GEOID03
 HM0570
 HM0570  HORZ ORDER  -  THIRD
 HM0570
 HM0570.The horizontal coordinates were established by classical geodetic methods
 HM0570.and adjusted by the National Geodetic Survey in January 1993..
 HM0570
 HM0570.The NAVD 88 height was computed by applying the VERTCON shift value to
 HM0570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HM0570
 HM0570.The Laplace correction was computed from DEFLEC99 derived deflections.
 HM0570
 HM0570.The geoid height was determined by GEOID03.
 HM0570
 HM0570;                    North         East     Units Scale Factor Converg.
 HM0570;SPC CO S     -   376,253.874   657,250.266   MT  0.99999278   -1 46 43.5
 HM0570;SPC CO S     - 1,234,426.25  2,156,328.58   sFT  0.99999278   -1 46 43.5
 HM0570;UTM  12      - 4,128,494.977   730,532.909   MT  1.00025471   +1 34 31.4
 HM0570
 HM0570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0570!SPC CO S     -   0.99960158  x   0.99999278  =   0.99959436
 HM0570!UTM  12      -   0.99960158  x   1.00025471  =   0.99985619
 HM0570
 HM0570                          SUPERSEDED SURVEY CONTROL
 HM0570
 HM0570  NAD 83(1992)-  37 16 28.24427(N)    108 23 59.67108(W) AD(       ) 3
 HM0570  NGVD 29 (12/04/91) 2558.0    (m)         8392.     (f) VERT ANG       
 HM0570
 HM0570.Superseded values are not recommended for survey control.
 HM0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0570.See file dsdata.txt to determine how the superseded data were derived.
 HM0570
 HM0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG3053328495(NAD 83)
 HM0570_MARKER: DD = SURVEY DISK
 HM0570_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 HM0570_SP_SET: METAL PIPE AND CONCRETE SURROUND
 HM0570_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HM0570
 HM0570  HISTORY     - Date     Condition        Report By
 HM0570  HISTORY     - 1910     MONUMENTED       USGS
 HM0570  HISTORY     - 1965     GOOD             USGS
 HM0570
 HM0570                          STATION DESCRIPTION
 HM0570
 HM0570'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 HM0570'RECOVERED BY USGS IN 1965 AND REDESCRIBED AS FOLLOWS
 HM0570'
 HM0570'STATION IS LOCATED 7.5 MI. (AIRLINE) SW. OF MANCOS, COLORADO, ON A
 HM0570'HIGH TOP E. OF MORFIELD CANYON, IN THE NE. 1/4, SW. 1/4, SEC. 23,
 HM0570'T 35 N, R 14 W.
 HM0570'
 HM0570'STATION MARK--STANDARD USGS ALUMINUM TABLET, SET IN CONCRETE AND
 HM0570'ROCK, STAMPED---MORFIELD-ET 1965---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1751 ***********************************************************************
 KK1751  DESIGNATION -  MORGAN
 KK1751  PID         -  KK1751
 KK1751  STATE/COUNTY-  CO/ADAMS
 KK1751  USGS QUAD   -  LAFAYETTE (1994)
 KK1751
 KK1751                         *CURRENT SURVEY CONTROL
 KK1751  ___________________________________________________________________
 KK1751* NAD 83(1992)-  39 58 33.99142(N)    105 01 30.02078(W)     ADJUSTED  
 KK1751* NAVD 88     -      1660.90   (+/-2cm)    5449.1    (feet)  VERTCON   
 KK1751  ___________________________________________________________________
 KK1751  LAPLACE CORR-          -9.09  (seconds)                    DEFLEC99
 KK1751  GEOID HEIGHT-         -17.24  (meters)                     GEOID03
 KK1751
 KK1751  HORZ ORDER  -  THIRD
 KK1751  VERT ORDER  -  THIRD ? (See Below)
 KK1751
 KK1751.The horizontal coordinates were established by classical geodetic methods
 KK1751.and adjusted by the National Geodetic Survey in January 1993..
 KK1751
 KK1751.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1751.The vertical order pertains to the NGVD 29 superseded value.
 KK1751
 KK1751.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1751
 KK1751.The geoid height was determined by GEOID03.
 KK1751
 KK1751;                    North         East     Units Scale Factor Converg.
 KK1751;SPC CO N     -   376,276.475   954,976.069   MT  0.99996827   +0 18 24.9
 KK1751;SPC CO N     - 1,234,500.40  3,133,117.32   sFT  0.99996827   +0 18 24.9
 KK1751;UTM  13      - 4,425,105.826   497,864.771   MT  0.99960006   -0 00 57.8
 KK1751
 KK1751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1751!SPC CO N     -   0.99974221  x   0.99996827  =   0.99971049
 KK1751!UTM  13      -   0.99974221  x   0.99960006  =   0.99934238
 KK1751
 KK1751:                Primary Azimuth Mark                     Grid Az
 KK1751:SPC CO N     -  BLUFF                                    309 26 20.6
 KK1751:UTM  13      -  BLUFF                                    309 45 43.3
 KK1751
 KK1751|---------------------------------------------------------------------|
 KK1751| PID    Reference Object                     Distance      Geod. Az  |
 KK1751|                                                           dddmmss.s |
 KK1751| LL1323 BLUFF                               APPROX.15.0 KM 3094445.5 |
 KK1751|---------------------------------------------------------------------|
 KK1751
 KK1751                          SUPERSEDED SURVEY CONTROL
 KK1751
 KK1751  NAD 83(1986)-  39 58 33.98218(N)    105 01 30.02007(W) AD(       ) 3
 KK1751  NAD 27      -  39 58 34.03209(N)    105 01 28.08798(W) AD(       ) 3
 KK1751  NGVD 29 (07/19/86) 1659.97   (m)         5446.1    (f) LEVELING    3  
 KK1751
 KK1751.Superseded values are not recommended for survey control.
 KK1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1751.See file dsdata.txt to determine how the superseded data were derived.
 KK1751
 KK1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE9786525106(NAD 83)
 KK1751_MARKER: DD = SURVEY DISK
 KK1751_SETTING: 0 = UNSPECIFIED SETTING
 KK1751_MARK LOGO: USGS  
 KK1751_MAGNETIC: P = MARKER IS A STEEL PIPE
 KK1751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1751
 KK1751  HISTORY     - Date     Condition        Report By
 KK1751  HISTORY     - 1948     MONUMENTED       USGS
 KK1751  HISTORY     - 1956     GOOD             USGS
 KK1751  HISTORY     - 19970905 POOR             CODOT
 KK1751
 KK1751                          STATION DESCRIPTION
 KK1751
 KK1751'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 KK1751'STATION HAS A SPIRIT LEVEL ELEVATION.
 KK1751'
 KK1751'STATION IS LOCATED 10.4 MI. (AIRLINE) W. OF BRIGHTON AND 13.2 MI. S.
 KK1751'OF FT. LUPTON, COLORADO, IN SEC. 8, T 1 N, R 68 W, AND IS THE HIGHEST
 KK1751'POINT IN THIS VICINITY.
 KK1751'
 KK1751'TO REACH STATION FROM BRIGHTON, PROCEED 8.2 MI. W. ON STATE HIGHWAY 7
 KK1751'TO U.S. HIGHWAY 185, CROSS U.S. HIGHWAY 185 AND PROCEED 2.2 MI. W.
 KK1751'ALONG A COUNTY RD. TO A DIM TRAIL RD. S., TURN LEFT (S.) PASS THROUGH
 KK1751'GATE AND PROCEED S. ALONG TRAIL RD. FOR 0.6 MI. TO TOP OF HIGHEST
 KK1751'POINT IN VICINITY, CROSS FENCE AND PROCEED 80 FT. E. TO STATION SITE.
 KK1751'
 KK1751'RECOVERED IN GOOD CONDITION.
 KK1751'
 KK1751'STATION MARK--A USGS TABLET, SET ON TOP OF 3 IN. IRON PIPE.
 KK1751'
 KK1751'REFERENCE MARK NO. 1--STANDARD REFERENCE MARK TABLET, SET IN CONCRETE
 KK1751'POST, PROJECTING 3 IN. ABOVE GROUND, 85.75 FT. FROM STATION,
 KK1751'S 04 DEG 33 MIN E.
 KK1751'
 KK1751'REFERENCE MARK NO. 2--STANDARD REFERENCE MARK TABLET, SET IN TOP OF
 KK1751'CONCRETE POST, PROJECTING 3 IN. ABOVE GROUND, 90.8 FT. FROM STATION,
 KK1751'S 88 DEG 11 MIN W.
 KK1751
 KK1751                          STATION RECOVERY (1997)
 KK1751
 KK1751'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (TA)
 KK1751'THE STATION MARK AND THE TWO REFERENCE MARKS WERE FOUND.  THE
 KK1751'DESCRIPTION DID NOT FIT THE STATION MARK AND THE REFERENCE MARK TIES
 KK1751'DID NOT MATCH THE GIVEN DISTANCES.  USING THIS STATION IS NOT ADVISED,
 KK1751'THOUGH IT MIGHT BE USED FOR THE MONUMENTATION ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0770 ***********************************************************************
 LK0770  DESIGNATION -  MORGPORT
 LK0770  PID         -  LK0770
 LK0770  STATE/COUNTY-  CO/MORGAN
 LK0770  USGS QUAD   -  FORT MORGAN (1984)
 LK0770
 LK0770                         *CURRENT SURVEY CONTROL
 LK0770  ___________________________________________________________________
 LK0770* NAD 83(1992)-  40 19 48.21239(N)    103 48 09.54884(W)     ADJUSTED  
 LK0770* NAVD 88     -      1372.5    (meters)    4503.     (feet)  GPS OBS   
 LK0770  ___________________________________________________________________
 LK0770  X           -  -1,161,900.949 (meters)                     COMP
 LK0770  Y           -  -4,729,468.126 (meters)                     COMP
 LK0770  Z           -   4,106,868.098 (meters)                     COMP
 LK0770  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 LK0770  ELLIP HEIGHT-        1353.16  (meters)          (12/03/02) GPS OBS
 LK0770  GEOID HEIGHT-         -19.40  (meters)                     GEOID03
 LK0770
 LK0770  HORZ ORDER  -  FIRST
 LK0770  ELLP ORDER  -  FOURTH    CLASS II
 LK0770
 LK0770.The horizontal coordinates were established by GPS observations
 LK0770.and adjusted by the National Geodetic Survey in January 1993..
 LK0770
 LK0770.The orthometric height was determined by GPS observations and a
 LK0770.high-resolution geoid model.
 LK0770
 LK0770.Photographs are available for this station.
 LK0770
 LK0770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0770
 LK0770.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0770
 LK0770.The ellipsoidal height was determined by GPS observations
 LK0770.and is referenced to NAD 83.
 LK0770
 LK0770.The geoid height was determined by GEOID03.
 LK0770
 LK0770;                    North         East     Units Scale Factor Converg.
 LK0770;SPC CO N     -   416,848.401 1,058,629.720   MT  0.99995780   +1 05 48.2
 LK0770;SPC CO N     - 1,367,610.13  3,473,187.67   sFT  0.99995780   +1 05 48.2
 LK0770;UTM  13      - 4,465,079.460   601,712.657   MT  0.99972735   +0 46 29.9
 LK0770
 LK0770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0770!SPC CO N     -   0.99978777  x   0.99995780  =   0.99974558
 LK0770!UTM  13      -   0.99978777  x   0.99972735  =   0.99951518
 LK0770
 LK0770|---------------------------------------------------------------------|
 LK0770| PID    Reference Object                     Distance      Geod. Az  |
 LK0770|                                                           dddmmss.s |
 LK0770| AG9851 3V4 A                               219.442 METERS 01831     |
 LK0770|---------------------------------------------------------------------|
 LK0770
 LK0770                          SUPERSEDED SURVEY CONTROL
 LK0770
 LK0770  ELLIP H (01/07/93) 1353.10   (m)                       GP(       ) 4 2
 LK0770  NGVD 29 (02/23/90) 1371.9    (m)         4501.     (f) GPS OBS        
 LK0770
 LK0770.Superseded values are not recommended for survey control.
 LK0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0770.See file dsdata.txt to determine how the superseded data were derived.
 LK0770
 LK0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE0171365079(NAD 83)
 LK0770_MARKER: I = METAL ROD
 LK0770_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LK0770_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LK0770_STAMPING: MORGPORT 1989
 LK0770_MARK LOGO: NGS   
 LK0770_PROJECTION: RECESSED 5 CENTIMETERS
 LK0770_MAGNETIC: I = MARKER IS A STEEL ROD
 LK0770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0770+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1997
 LK0770_ROD/PIPE-DEPTH: 14.8 meters
 LK0770_SLEEVE-DEPTH  : 0.9 meters
 LK0770
 LK0770  HISTORY     - Date     Condition        Report By
 LK0770  HISTORY     - 1989     MONUMENTED       NGS
 LK0770  HISTORY     - 19970516 GOOD             NGS
 LK0770
 LK0770                          STATION DESCRIPTION
 LK0770
 LK0770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LK0770'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI)  NORTH OF FORT MORGAN,
 LK0770'0.40 KM (0.25 MI) WEST OF STATE HIGHWAY 52, AT THE FORT MORGAN
 LK0770'MUNICIPAL AIRPORT, IN A GRASSY VEE FORMED BY A JUNCTION OF THE RUNWAY
 LK0770'AND TAXIWAY.  OWNERSHIP--CITY OF FORT MORGAN.  AIRPORT MANAGER IS
 LK0770'JERRY CARPENTER, CITY HALL, FORT MORGAN, CO 80701, TELEPHONE
 LK0770'303-867-8414.
 LK0770'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 76 AND
 LK0770'STATE HIGHWAY 52 ON THE NORTH SIDE OF FORT MORGAN, GO NORTH ON STATE
 LK0770'HIGHWAY 52 FOR 6.19 KM (3.85 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.
 LK0770'TURN LEFT AND GO WEST ALONG THE AIRPORT ENTRANCE ROAD FOR 0.32 KM
 LK0770'(0.20 MI) TO A QUONSET HUT OFFICE ON THE LEFT.  CONTINUE AHEAD NORTH
 LK0770'ON AN APRON AND TAXIWAY FOR 0.24 KM (0.15 MI) TO THE JUNCTION OF THE
 LK0770'RUNWAY AND THE STATION ON THE RIGHT.
 LK0770'THE STATION MARK IS 14.0 M (45.9 FT) SOUTHWEST OF THE RUNWAY
 LK0770'CENTERLINE, 9.7 M (31.8 FT) EAST OF THE TAXIWAY CENTERLINE, 7.8 M
 LK0770'(25.6 FT) SOUTH-SOUTHEAST OF THE PAVEMENT EDGE AT THE JUNCTION OF THE
 LK0770'RUNWAY AND TAXIWAY, 3.1 M (10.2 FT) SOUTHEAST OF A TAXIWAY LIGHT AND
 LK0770'2.2 M (7.2 FT) SOUTH-SOUTHWEST OF A RUNWAY LIGHT.
 LK0770'DESCRIBED BY R.D.BALL.
 LK0770'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LK0770
 LK0770                          STATION RECOVERY (1997)
 LK0770
 LK0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 LK0770'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0771 ***********************************************************************
 LK0771  DESIGNATION -  MORGPORT AZ MK
 LK0771  PID         -  LK0771
 LK0771  STATE/COUNTY-  CO/MORGAN
 LK0771  USGS QUAD   -  FORT MORGAN (1984)
 LK0771
 LK0771                         *CURRENT SURVEY CONTROL
 LK0771  ___________________________________________________________________
 LK0771* NAD 83(1992)-  40 20 26.04897(N)    103 48 36.26731(W)     ADJUSTED  
 LK0771* NAVD 88     -      1391.2    (meters)    4564.     (feet)  GPS OBS   
 LK0771  ___________________________________________________________________
 LK0771  X           -  -1,162,336.615 (meters)                     COMP
 LK0771  Y           -  -4,728,597.696 (meters)                     COMP
 LK0771  Z           -   4,107,769.994 (meters)                     COMP
 LK0771  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 LK0771  ELLIP HEIGHT-        1371.84  (meters)          (12/03/02) GPS OBS
 LK0771  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 LK0771
 LK0771  HORZ ORDER  -  FIRST
 LK0771  ELLP ORDER  -  FOURTH    CLASS II
 LK0771
 LK0771.The horizontal coordinates were established by GPS observations
 LK0771.and adjusted by the National Geodetic Survey in August 1998..
 LK0771
 LK0771.The orthometric height was determined by GPS observations and a
 LK0771.high-resolution geoid model.
 LK0771
 LK0771.Photographs are available for this station.
 LK0771
 LK0771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LK0771
 LK0771.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0771
 LK0771.The ellipsoidal height was determined by GPS observations
 LK0771.and is referenced to NAD 83.
 LK0771
 LK0771.The geoid height was determined by GEOID03.
 LK0771
 LK0771;                    North         East     Units Scale Factor Converg.
 LK0771;SPC CO N     -   418,003.155 1,057,976.909   MT  0.99995807   +1 05 30.9
 LK0771;SPC CO N     - 1,371,398.68  3,471,045.91   sFT  0.99995807   +1 05 30.9
 LK0771;UTM  13      - 4,466,237.592   601,066.489   MT  0.99972574   +0 46 13.2
 LK0771
 LK0771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0771!SPC CO N     -   0.99978484  x   0.99995807  =   0.99974292
 LK0771!UTM  13      -   0.99978484  x   0.99972574  =   0.99951064
 LK0771
 LK0771:                Primary Azimuth Mark                     Grid Az
 LK0771:SPC CO N     -  MORGPORT                                 150 31 09.9
 LK0771:UTM  13      -  MORGPORT                                 150 50 27.6
 LK0771
 LK0771|---------------------------------------------------------------------|
 LK0771| PID    Reference Object                     Distance      Geod. Az  |
 LK0771|                                                           dddmmss.s |
 LK0771| LK0770 MORGPORT                            APPROX. 1.3 KM 1513640.8 |
 LK0771|---------------------------------------------------------------------|
 LK0771
 LK0771                          SUPERSEDED SURVEY CONTROL
 LK0771
 LK0771  ELLIP H (08/11/98) 1371.81   (m)                       GP(       ) 4 1
 LK0771  NAD 83(1992)-  40 20 26.04891(N)    103 48 36.26596(W) AD(       ) 3
 LK0771  ELLIP H (01/07/93) 1371.78   (m)                       GP(       ) 4 2
 LK0771  NAD 83(1986)-  40 20 26.04306(N)    103 48 36.26561(W) AD(       ) 3
 LK0771  NGVD 29 (02/23/90) 1390.6    (m)         4562.     (f) GPS OBS        
 LK0771
 LK0771.Superseded values are not recommended for survey control.
 LK0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0771.See file dsdata.txt to determine how the superseded data were derived.
 LK0771
 LK0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE0106666238(NAD 83)
 LK0771_MARKER: I = METAL ROD
 LK0771_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LK0771_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LK0771_STAMPING: MORGPORT AZ MK 1989
 LK0771_MARK LOGO: NGS   
 LK0771_PROJECTION: RECESSED 5 CENTIMETERS
 LK0771_MAGNETIC: I = MARKER IS A STEEL ROD
 LK0771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LK0771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LK0771+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1997
 LK0771_ROD/PIPE-DEPTH: 14.1 meters
 LK0771_SLEEVE-DEPTH  : 0.9 meters
 LK0771
 LK0771  HISTORY     - Date     Condition        Report By
 LK0771  HISTORY     - 1989     MONUMENTED       NGS
 LK0771  HISTORY     - 19970516 GOOD             NGS
 LK0771
 LK0771                          STATION DESCRIPTION
 LK0771
 LK0771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 LK0771'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI)  NORTH OF FORT MORGAN,
 LK0771'0.40 KM (0.25 MI) WEST OF STATE HIGHWAY 52, AT THE FORT MORGAN
 LK0771'MUNICIPAL AIRPORT, NEAR A JUNCTION OF THE RUNWAY AND A TURN-AROUND.
 LK0771'OWNERSHIP--CITY OF FORT MORGAN.  AIRPORT MANAGER IS JERRY CARPENTER,
 LK0771'CITY HALL, FORT MORGAN, CO 80701, TELEPHONE 303-867-8414.
 LK0771'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 76 AND
 LK0771'STATE HIGHWAY 52 ON THE NORTH SIDE OF FORT MORGAN, GO NORTH ON STATE
 LK0771'HIGHWAY 52 FOR 6.19 KM (3.85 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.
 LK0771'TURN LEFT AND GO WEST ALONG THE AIRPORT ENTRANCE ROAD FOR 0.32 KM
 LK0771'(0.20 MI) TO A QUONSET HUT OFFICE ON THE LEFT.  CONTINUE AHEAD NORTH
 LK0771'ON AN APRON AND TAXIWAY FOR 0.24 KM (0.15 MI) TO THE JUNCTION OF THE
 LK0771'RUNWAY.  GO NORTHWEST ALONG THE RUNWAY FOR 1.37 KM (0.85 MI) TO A
 LK0771'TURN-AROUND AND THE STATION ON THE LEFT.
 LK0771'THE AZIMUTH MARK IS 13.9 M (45.6 FT) SOUTHWEST OF THE RUNWAY
 LK0771'CENTERLINE, 5.9 M (19.4 FT) WEST-NORTHWEST OF THE FIRST RUNWAY LIGHT,
 LK0771'5.7 M (18.7 FT) SOUTH-SOUTHWEST OF THE PAVEMENT EDGE AT THE JUNCTION
 LK0771'OF THE RUNWAY AND TURN-AROUND.
 LK0771'DESCRIBED BY R.D.BALL.
 LK0771'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LK0771
 LK0771                          STATION RECOVERY (1997)
 LK0771
 LK0771'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 LK0771'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0475 ***********************************************************************
 HK0475  DESIGNATION -  MORLEY
 HK0475  PID         -  HK0475
 HK0475  STATE/COUNTY-  CO/LAS ANIMAS
 HK0475  USGS QUAD   -  STARKVILLE (1979)
 HK0475
 HK0475                         *CURRENT SURVEY CONTROL
 HK0475  ___________________________________________________________________
 HK0475* NAD 83(1992)-  37 04 57.73669(N)    104 33 24.85832(W)     ADJUSTED  
 HK0475* NAVD 88     -      2290.4    (meters)    7514.     (feet)  VERTCON   
 HK0475  ___________________________________________________________________
 HK0475  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 HK0475  GEOID HEIGHT-         -18.49  (meters)                     GEOID03
 HK0475
 HK0475  HORZ ORDER  -  FIRST
 HK0475
 HK0475.The horizontal coordinates were established by classical geodetic methods
 HK0475.and adjusted by the National Geodetic Survey in December 1993..
 HK0475
 HK0475.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0475
 HK0475.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0475
 HK0475.The geoid height was determined by GEOID03.
 HK0475
 HK0475;                    North         East     Units Scale Factor Converg.
 HK0475;SPC CO S     -   351,397.867   998,258.430   MT  1.00003075   +0 34 42.5
 HK0475;SPC CO S     - 1,152,877.84  3,275,119.53   sFT  1.00003075   +0 34 42.5
 HK0475;SPC NM E     -   674,677.127   145,122.872   MT  0.99991396   -0 08 05.3
 HK0475;SPC NM E     - 2,213,503.21    476,123.96   sFT  0.99991396   -0 08 05.3
 HK0475;UTM  13      - 4,104,138.950   539,382.209   MT  0.99961911   +0 16 01.8
 HK0475
 HK0475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0475!SPC CO S     -   0.99964359  x   1.00003075  =   0.99967433
 HK0475!SPC NM E     -   0.99964359  x   0.99991396  =   0.99955758
 HK0475!UTM  13      -   0.99964359  x   0.99961911  =   0.99926283
 HK0475
 HK0475:                Primary Azimuth Mark                     Grid Az
 HK0475:SPC CO S     -  MORLEY AZ MK                             098 26 14.5
 HK0475:SPC NM E     -  MORLEY AZ MK                             099 09 02.3
 HK0475:UTM  13      -  MORLEY AZ MK                             098 44 55.2
 HK0475
 HK0475|---------------------------------------------------------------------|
 HK0475| PID    Reference Object                     Distance      Geod. Az  |
 HK0475|                                                           dddmmss.s |
 HK0475| CM9580 MORLEY AZ MK                                       0990057.0 |
 HK0475| CM9581 MORLEY RM 1                          22.498 METERS 17221     |
 HK0475| CM9582 MORLEY RM 2                          12.046 METERS 22203     |
 HK0475|---------------------------------------------------------------------|
 HK0475
 HK0475                          SUPERSEDED SURVEY CONTROL
 HK0475
 HK0475  NAD 83(1992)-  37 04 57.73743(N)    104 33 24.86020(W) AD(       ) 1
 HK0475  NAD 83(1986)-  37 04 57.74408(N)    104 33 24.85589(W) AD(       ) 1
 HK0475  NAD 27      -  37 04 57.66700(N)    104 33 22.90000(W) AD(       ) 1
 HK0475  NGVD 29 (07/19/86) 2289.4    (m)         7511.     (f) VERT ANG       
 HK0475
 HK0475.Superseded values are not recommended for survey control.
 HK0475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0475.See file dsdata.txt to determine how the superseded data were derived.
 HK0475
 HK0475_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB3938204139(NAD 83)
 HK0475_MARKER: DS = TRIANGULATION STATION DISK
 HK0475_SETTING: 66 = SET IN ROCK OUTCROP
 HK0475
 HK0475  HISTORY     - Date     Condition        Report By
 HK0475  HISTORY     - 1949     MONUMENTED       CGS
 HK0475  HISTORY     - 1949     GOOD             USGS
 HK0475
 HK0475                          STATION DESCRIPTION
 HK0475
 HK0475'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 HK0475'THE STATION IS LOCATED ABOUT 5.0 MILES AIR LINE NORTHWEST OF THE
 HK0475'SMALL MINING TOWN OF MORLEY ON A HIGH BRUSH COVERED RIDGE THAT
 HK0475'HAS A FEW SCATTERED PINE TREES ON ITS WESTERN EDGE AND A LARGE
 HK0475'GROUP OF PINE TREES ABOUT 0.4 MILE AIR LINE SOUTH OF THE
 HK0475'STATION--THE STATION MARK IS SET ABOUT 100 FEET SOUTH OF AN
 HK0475'EAST-WEST FENCE LINE, ON THE HIGHEST POINT POINT OF THE RIDGE,
 HK0475'PROJECTS 2 INCHES AND IS STAMPED, MORLEY 1949.
 HK0475'
 HK0475'REFERENCE MARK NO. 1 IS APPROXIMATELY 2-1/2 FEET LOWER THAN THE
 HK0475'STATION, PROJECTS 4 INCHES AND IS STAMPED, MORLEY NO 1 1949.
 HK0475'
 HK0475'REFERENCE MARK NO. 2 IS SET FLUSH APPROXIMATELY 6 INCHES
 HK0475'LOWER THAN THE STATION AND IS STAMPED, MORLEY NO 2 1949.
 HK0475'
 HK0475'THE AZIMUTH MARK IS SET ON A PROMINENT RIDGE APPROXIMATELY
 HK0475'0.4 MILE AIR LINE EAST OF THE STATION, 30 FEET NORTH OF THE TOP OF
 HK0475'THE RIDGE, PROJECTS 2-1/2 FEET AND IS STAMPED, MORLEY 1949.
 HK0475'
 HK0475'TO REACH THE STATION FROM THE COLORADO CHECKING STATION ABOUT 5.5
 HK0475'MILES FROM MORLEY ON U.S. HIGHWAY 85 AND 87, DRIVE NORTHERLY ON THE
 HK0475'HIGHWAY FOR 0.05 TO A TRACK ROAD LEFT AT A FENCE CORNER.
 HK0475'TURN LEFT OFF THE HIGHWAY AND CROSS THE RAILROAD TRACKS FOR 0.05
 HK0475'MILE TO A WIRE GATE.  PASS THROUGH THE GATE AND FOLLOW AN OLD
 HK0475'TRACK ROAD FOR 0.7 MILE TO A WIRE GATE IN THE CANYON.  CONTINUE
 HK0475'UP THE CANYON ON DIM TRACKS FOR 0.7 MILE TO THE TOP OF A RIDGE
 HK0475'AFTER CROSSING THE HEAD OF A WASH.  AT THIS POINT THE FENCE
 HK0475'WAS LET DOWN AND A FOUR WHEEL DRIVE VEHICLE WAS DRIVEN CROSS
 HK0475'COUNTRY, SOUTHWESTERLY FOR ABOUT 1.4 MILES TO A LOW SADDLE
 HK0475'NORTH-NORTHWEST OF THE STATION.  FROM HERE PACK UP THE STEEP
 HK0475'SLOPE AND THENCE SOUTHEAST ALONG THE RIDGE TO THE HIGHEST
 HK0475'POINT AND STATION AS DESCRIBED ABOVE.  A 20-MINUTE PACK.
 HK0475
 HK0475                          STATION RECOVERY (1949)
 HK0475
 HK0475'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 HK0475'STATION MARK--SET ABOUT 100 FT. S. OF AN E-W. FENCE LINE, ON HIGHEST
 HK0475'POINT OF RIDGE, PROJECTS 2 IN. AND IS STAMPED ---MORLEY 1949---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL1300 ***********************************************************************
 LL1300  DESIGNATION -  MORRIL ET
 LL1300  PID         -  LL1300
 LL1300  STATE/COUNTY-  CO/LARIMER
 LL1300  USGS QUAD   -  HORSETOOTH RESERVOIR (1962)
 LL1300
 LL1300                         *CURRENT SURVEY CONTROL
 LL1300  ___________________________________________________________________
 LL1300* NAD 83(1992)-  40 32 22.00833(N)    105 08 48.80232(W)     ADJUSTED  
 LL1300* NAVD 88     -      1769.7    (meters)    5806.     (feet)  VERTCON   
 LL1300  ___________________________________________________________________
 LL1300  LAPLACE CORR-         -19.73  (seconds)                    DEFLEC99
 LL1300  GEOID HEIGHT-         -15.43  (meters)                     GEOID03
 LL1300
 LL1300  HORZ ORDER  -  THIRD
 LL1300
 LL1300.The horizontal coordinates were established by classical geodetic methods
 LL1300.and adjusted by the National Geodetic Survey in January 1993..
 LL1300
 LL1300.The NAVD 88 height was computed by applying the VERTCON shift value to
 LL1300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LL1300
 LL1300.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL1300
 LL1300.The geoid height was determined by GEOID03.
 LL1300
 LL1300;                    North         East     Units Scale Factor Converg.
 LL1300;SPC CO N     -   438,777.742   944,315.683   MT  0.99996951   +0 13 41.4
 LL1300;SPC CO N     - 1,439,556.64  3,098,142.37   sFT  0.99996951   +0 13 41.4
 LL1300;UTM  13      - 4,487,643.694   487,560.775   MT  0.99960190   -0 05 43.7
 LL1300
 LL1300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL1300!SPC CO N     -   0.99972489  x   0.99996951  =   0.99969441
 LL1300!UTM  13      -   0.99972489  x   0.99960190  =   0.99932690
 LL1300
 LL1300:                Primary Azimuth Mark                     Grid Az
 LL1300:SPC CO N     -  FORT COLLINS RESET                       055 16 59.3
 LL1300:UTM  13      -  FORT COLLINS RESET                       055 36 24.4
 LL1300
 LL1300|---------------------------------------------------------------------|
 LL1300| PID    Reference Object                     Distance      Geod. Az  |
 LL1300|                                                           dddmmss.s |
 LL1300| LL1396 FORT COLLINS RESET                  APPROX. 6.5 KM 0553040.7 |
 LL1300|---------------------------------------------------------------------|
 LL1300
 LL1300                          SUPERSEDED SURVEY CONTROL
 LL1300
 LL1300  NAD 83(1986)-  40 32 21.99654(N)    105 08 48.78607(W) AD(       ) 3
 LL1300  NAD 27      -  40 32 22.05828(N)    105 08 46.85548(W) AD(       ) 3
 LL1300  NGVD 29 (07/19/86) 1768.7    (m)         5803.     (f) VERT ANG       
 LL1300
 LL1300.Superseded values are not recommended for survey control.
 LL1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL1300.See file dsdata.txt to determine how the superseded data were derived.
 LL1300
 LL1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE8756187644(NAD 83)
 LL1300_MARKER: DD = SURVEY DISK
 LL1300_SETTING: 66 = SET IN ROCK OUTCROP
 LL1300_SP_SET: SET IN ROCK OUTCROP
 LL1300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL1300+STABILITY: POSITION/ELEVATION WELL
 LL1300
 LL1300  HISTORY     - Date     Condition        Report By
 LL1300  HISTORY     - 1959     MONUMENTED       USGS
 LL1300
 LL1300                          STATION DESCRIPTION
 LL1300
 LL1300'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 LL1300'STATION LOCATED ABOUT 3.0 MI. S. AND 4.0 MI. W. OF FT. COLLINS
 LL1300'POST OFFICE, ON N-S. RIDGE OVERLOOKING HORSETOOTH RESERVOIR, SEC. 29,
 LL1300'T 7 N, R 69 W.
 LL1300'
 LL1300'TO REACH STATION FROM FT. COLLINS POST OFFICE, PROCEED S. ALONG U.S.
 LL1300'HIGHWAY 287 1.3 MI. TO PROSPECT STREET, W. ON PROSPECT STREET 3.0
 LL1300'MI., THEN S. 0.75 MI. TO Y-RD. SW., THEN SW. 0.6 MI., THEN FOLLOW
 LL1300'RD. S. 0.6 MI. TO HAIRPIN CURVE, THEN S. (LEFT) 0.5 MI. TO Y-RD.,
 LL1300'CONTINUE ON PAST Y-RD. 0.2 MI. TO STATION.  STATION LIES ABOUT 400
 LL1300'FT. W. OF N-S. RD. AND ON HIGHEST POINT ALONG N-S. RIDGE OVERLOOKING
 LL1300'HORSETOOTH RESERVOIR.
 LL1300'
 LL1300'STATION MARK--STANDARD TABLET, SET IN LARGE ROCK, STAMPED
 LL1300'---MORRIL-ET 1959---.
 LL1300'
 LL1300'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0611 ***********************************************************************
 LM0611  DESIGNATION -  MORRISON
 LM0611  PID         -  LM0611
 LM0611  STATE/COUNTY-  CO/ROUTT
 LM0611  USGS QUAD   -  BLACKTAIL MOUNTAIN (1969)
 LM0611
 LM0611                         *CURRENT SURVEY CONTROL
 LM0611  ___________________________________________________________________
 LM0611* NAD 83(1992)-  40 16 11.41729(N)    106 46 36.35427(W)     ADJUSTED  
 LM0611* NAVD 88     -      2808.4    (meters)    9214.     (feet)  VERTCON   
 LM0611  ___________________________________________________________________
 LM0611  LAPLACE CORR-           9.07  (seconds)                    DEFLEC99
 LM0611  GEOID HEIGHT-         -12.38  (meters)                     GEOID03
 LM0611
 LM0611  HORZ ORDER  -  SECOND
 LM0611
 LM0611.The horizontal coordinates were established by classical geodetic methods
 LM0611.and adjusted by the National Geodetic Survey in January 1993..
 LM0611
 LM0611.The NAVD 88 height was computed by applying the VERTCON shift value to
 LM0611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LM0611
 LM0611.The Laplace correction was computed from DEFLEC99 derived deflections.
 LM0611
 LM0611.The geoid height was determined by GEOID03.
 LM0611
 LM0611;                    North         East     Units Scale Factor Converg.
 LM0611;SPC CO N     -   409,563.107   805,812.738   MT  0.99995690   -0 49 29.9
 LM0611;SPC CO N     - 1,343,708.29  2,643,737.29   sFT  0.99995690   -0 49 29.9
 LM0611;UTM  13      - 4,459,221.652   348,930.507   MT  0.99988094   -1 08 55.3
 LM0611
 LM0611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LM0611!SPC CO N     -   0.99956156  x   0.99995690  =   0.99951848
 LM0611!UTM  13      -   0.99956156  x   0.99988094  =   0.99944256
 LM0611
 LM0611:                Primary Azimuth Mark                     Grid Az
 LM0611:SPC CO N     -  MORRISON AZ MK                           229 08 24.1
 LM0611:UTM  13      -  MORRISON AZ MK                           229 27 49.5
 LM0611
 LM0611|---------------------------------------------------------------------|
 LM0611| PID    Reference Object                     Distance      Geod. Az  |
 LM0611|                                                           dddmmss.s |
 LM0611| CP6268 MORRISON AZ MK                                     2281854.2 |
 LM0611| CP6269 MORRISON RM 1                         3.888 METERS 24638     |
 LM0611| CP6270 MORRISON RM 2                         3.802 METERS 35117     |
 LM0611|---------------------------------------------------------------------|
 LM0611
 LM0611                          SUPERSEDED SURVEY CONTROL
 LM0611
 LM0611  NAD 83(1986)-  40 16 11.41621(N)    106 46 36.34955(W) AD(       ) 2
 LM0611  NAD 27      -  40 16 11.47900(N)    106 46 34.18800(W) AD(       ) 2
 LM0611  NGVD 29 (07/19/86) 2807.0    (m)         9209.     (f) VERT ANG       
 LM0611
 LM0611.Superseded values are not recommended for survey control.
 LM0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0611.See file dsdata.txt to determine how the superseded data were derived.
 LM0611
 LM0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE4893159222(NAD 83)
 LM0611_MARKER: DS = TRIANGULATION STATION DISK
 LM0611_SETTING: 0 = UNSPECIFIED SETTING
 LM0611
 LM0611  HISTORY     - Date     Condition        Report By
 LM0611  HISTORY     - 1937     MONUMENTED       CGS
 LM0611
 LM0611                          STATION DESCRIPTION
 LM0611
 LM0611'DESCRIBED BY COAST AND GEODETIC SURVEY 1937 (FGJ)
 LM0611'STATION IS LOCATED ABOUT 9.25 MILES E AND 0.5 MILE S OF OAK
 LM0611'CREEK, AND ABOUT 15 MILES S AND 2.5 MILES E OF STEAMBOAT
 LM0611'SPRINGS, ON THE TOP OF A ROCKY KNOB AT THE NW END OF A HIGH
 LM0611'TIMBERED RIDGE THAT RUNS NW AND SE, BETWEEN MORRISON CREEK
 LM0611'AND SERVICE CREEK.  IT IS ABOUT 2.5 MILES SE OF THE YAMPA
 LM0611'RIVER.  THERE ARE HIGHER PEAKS ON THE RIDGE TO THE SE.
 LM0611'
 LM0611'STATION AND REFERENCE MARKS ARE STANDARD DISKS WEDGED IN DRILL
 LM0611'HOLES IN OUTCROPPING BEDROCK.
 LM0611'
 LM0611'AZIMUTH MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 LM0611'IN A BOULDER.
 LM0611'
 LM0611'THE AZIMUTH MARK IS ABOUT 0.2 MILE SE OF THE CABIN AT THE
 LM0611'END OF TRUCK TRAVEL IN A BOULDER ON THE HILLSIDE, AT THE LOWER
 LM0611'EDGE OF SCATTERED TREES.
 LM0611'
 LM0611'TO REACH FROM STEAMBOAT SPRINGS GO S ON U.S. HIGHWAY 40 FOR
 LM0611'4.2 MILES TO JUNCTION WITH STATE HIGHWAY 131.  THENCE LEAVE
 LM0611'U.S. HIGHWAY 40 AND GO S ON GRAVELED STATE HIGHWAY 131 FOR
 LM0611'4.45 MILES TO WHERE IT TURNS RIGHT AND GOES W.  THENCE LEAVE
 LM0611'STATE HIGHWAY 131 AND CONTINUE STRAIGHT AHEAD ON DIRT ROAD
 LM0611'0.1 MILE TO A T-ROAD.  THENCE LEFT AND GO E AND S ON GRADED
 LM0611'DIRT ROAD FOR 3.1 MILES TO THE PLEASANT VALLEY SCHOOLHOUSE ON
 LM0611'THE LEFT.  CONTINUE S ON THE MAIN-TRAVELED ROAD UP THE YAMPA
 LM0611'RIVER VALLEY FOR 6.3 MILES TO A SIDE ROAD LEFT AT THREE MAIL
 LM0611'BOXES.  TURN LEFT AND GO S ON GRADED DIRT ROAD FOR 0.25 MILE
 LM0611'TO A BRIDGE OVER THE YAMPA RIVER.  CONTINUE S ON GRADED
 LM0611'DIRT ROAD FOR 1.2 MILES TO A SIDE ROAD W.  CONTINUE
 LM0611'STRAIGHT AHEAD SOUTHERLY ON GRADED ROAD UP LITTLE MORRISON
 LM0611'CREEK FOR 2.95 MILES TO A TRAIL ROAD FORK.  HERE LEAVE
 LM0611'GRADED ROAD AND GO LEFT ON TRAIL ROAD THROUGH WIRE GATE E AND
 LM0611'N 0.7 MILE TO A RANCH.  PASS THROUGH YARD AND GO THROUGH GATE
 LM0611'AT THE NE CORNER OF THE BARNYARD AND FOLLOW A ROAD E AND
 LM0611'N AND E TO A GATE AT A FENCE CORNER 0.3 MILE DISTANT.
 LM0611'THENCE PASS THROUGH GATE AND LEAVE MAIN-TRAVELED ROAD,
 LM0611'TURN LEFT AND GO N FOLLOWING A DIM TRAIL ROAD FOR 0.25
 LM0611'MILE TO A GATE.  PASS THROUGH GATE AND CONTINUE NORTHERLY
 LM0611'FOR 0.85 MILE TO ANOTHER GATE.  PASS THROUGH GATE AND
 LM0611'CONTINUE NORTHERLY DOWN HILL FOR 0.3 MILE TO MORRISON
 LM0611'CREEK AND A CABIN ON THE LEFT.  THIS IS THE END OF TRUCK
 LM0611'TRAVEL.  THE COMPASS BEARING FROM THE CABIN TO THE PEAK THAT
 LM0611'THE STATION IS ON IS 35 DEG.  FROM THE CREEK PACK N UP A
 LM0611'STEEP HILL, KEEPING TO THE LEFT OF TWO LARGE PINE TREES.
 LM0611'FROM THE TOP OF THE RIDGE CONTINUE NORTHERLY DOWN HILL TO AN
 LM0611'OPEN GLADE.  THENCE CROSS RIGHT SIDE OF GLADE ON A TRAIL AND
 LM0611'FOLLOW TRAIL ALONG THE RIGHT SIDE OF A DRY CREEK FOR ABOUT FIVE
 LM0611'MINUTES TO A FOREST SERVICE FENCE, A TRIANGLE BLAZE AND A
 LM0611'FOREST SERVICE SIGN, THEN CROSS DRY CREEK AND CONTINUE NORTHERLY
 LM0611'THROUGH A SMALL OPEN GLADE ON THE NORTHERN SIDE OF WHICH, IN
 LM0611'SMALL ASPENS, TRAIL RUNS E AND W.  FOLLOW THE TRAIL E UP ALONG
 LM0611'THE LEFT SIDE OF THE MAIN DRY CREEK TO THE TOP OF THE RIDGE.
 LM0611'THENCE TURN LEFT, LEAVING TRAIL AND GO W ALONG THE TOP OF THE
 LM0611'RIDGE ON THE TOP OF A ROCKY KNOB AND STATION SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1844 ***********************************************************************
 KK1844  DESIGNATION -  MORRISON
 KK1844  PID         -  KK1844
 KK1844  STATE/COUNTY-  CO/JEFFERSON
 KK1844  USGS QUAD   -  MORRISON (1994)
 KK1844
 KK1844                         *CURRENT SURVEY CONTROL
 KK1844  ___________________________________________________________________
 KK1844* NAD 83(1992)-  39 40 09.23511(N)    105 13 11.06379(W)     ADJUSTED  
 KK1844* NAVD 88     -      2402.2    (meters)    7881.     (feet)  VERTCON   
 KK1844  ___________________________________________________________________
 KK1844  LAPLACE CORR-         -20.80  (seconds)                    DEFLEC99
 KK1844  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 KK1844
 KK1844  HORZ ORDER  -  FIRST
 KK1844
 KK1844.The horizontal coordinates were established by classical geodetic methods
 KK1844.and adjusted by the National Geodetic Survey in January 1993..
 KK1844
 KK1844.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1844
 KK1844.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1844
 KK1844.The geoid height was determined by GEOID03.
 KK1844
 KK1844;                    North         East     Units Scale Factor Converg.
 KK1844;SPC CO C     -   508,641.561   938,448.992   MT  0.99998502   +0 10 36.3
 KK1844;SPC CO C     - 1,668,768.19  3,078,894.73   sFT  0.99998502   +0 10 36.3
 KK1844;UTM  13      - 4,391,069.324   481,152.868   MT  0.99960437   -0 08 25.0
 KK1844
 KK1844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1844!SPC CO C     -   0.99962567  x   0.99998502  =   0.99961070
 KK1844!UTM  13      -   0.99962567  x   0.99960437  =   0.99923019
 KK1844
 KK1844:                Primary Azimuth Mark                     Grid Az
 KK1844:SPC CO C     -  WESTMINSTER SCHOOLHOUSE BELFRY           038 55 34.5
 KK1844:UTM  13      -  WESTMINSTER SCHOOLHOUSE BELFRY           039 14 35.8
 KK1844
 KK1844|---------------------------------------------------------------------|
 KK1844| PID    Reference Object                     Distance      Geod. Az  |
 KK1844|                                                           dddmmss.s |
 KK1844| KK1752 WESTMINSTER SCHOOLHOUSE BELFRY      APPROX.25.5 KM 0390610.8 |
 KK1844| KK1736 DENVER GRANT SMELTER CHIMNEY        APPROX.24.2 KM 0602920.8 |
 KK1844| KK1706 DENVER DANIELS AND FISHERS TWR      APPROX.21.1 KM 0652543.1 |
 KK1844| KK1708 DENVER COUNTY COURTHOUSE DOME       APPROX.21.3 KM 0673252.6 |
 KK1844| KK1709 DENVER STATE CAPITOL DOME           APPROX.21.6 KM 0684934.2 |
 KK1844| KK1707 DENVER UNIV OBSERVATORY DOME        APPROX.22.9 KM 0880121.3 |
 KK1844| KK1807 DENVER LORETTA HEIGHTS SCHOOL       APPROX.16.5 KM 0925443.0 |
 KK1844| KK1860 MORRISON ECC POINT                    3.108 METERS 13143     |
 KK1844| KK1861 DENVER POLICE RAD MAST                4.199 METERS 18440     |
 KK1844| CP7798 MORRISON RM 2                         8.031 METERS 21104     |
 KK1844| CP7796 MORRISON AZ MK                                     2745834.9 |
 KK1844| KK1865 GENESEE                             APPROX. 7.4 KM 3004112.4 |
 KK1844| CP7799 MORRISON RM 3                        13.142 METERS 34343     |
 KK1844| CP7797 MORRISON RM 1                                      34407     |
 KK1844| KK1854 GOLDEN KOA TV TOWER                 APPROX. 6.9 KM 3492727.6 |
 KK1844|---------------------------------------------------------------------|
 KK1844
 KK1844                          SUPERSEDED SURVEY CONTROL
 KK1844
 KK1844  NAD 83(1986)-  39 40 09.23135(N)    105 13 11.06284(W) AD(       ) 1
 KK1844  NAD 27      -  39 40 09.27300(N)    105 13 09.10400(W) AD(       ) 1
 KK1844  NGVD 29 (07/19/86) 2401.2    (m)         7878.     (f) VERT ANG       
 KK1844
 KK1844.Superseded values are not recommended for survey control.
 KK1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1844.See file dsdata.txt to determine how the superseded data were derived.
 KK1844
 KK1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8115391069(NAD 83)
 KK1844_MARKER: DS = TRIANGULATION STATION DISK
 KK1844_SETTING: 66 = SET IN ROCK OUTCROP
 KK1844_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KK1844_MARK LOGO: USGS  
 KK1844_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK1844_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1844+STABILITY: POSITION/ELEVATION WELL
 KK1844
 KK1844  HISTORY     - Date     Condition        Report By
 KK1844  HISTORY     - 1895     MONUMENTED       USGS
 KK1844  HISTORY     - 1912     GOOD             CGS
 KK1844  HISTORY     - 1934     GOOD             CGS
 KK1844  HISTORY     - 1934     SEE DESCRIPTION  COGS
 KK1844  HISTORY     - 1965     GOOD             USGS
 KK1844  HISTORY     - 1968     GOOD             CGS
 KK1844  HISTORY     - 1972     POOR             USGS
 KK1844  HISTORY     - 1977     GOOD             NGS
 KK1844  HISTORY     - 19811209 GOOD             NGS
 KK1844
 KK1844                          STATION DESCRIPTION
 KK1844
 KK1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1912
 KK1844'THIS STATION IS IDENTICAL WITH THE UNITED STATES GEOLOGICAL
 KK1844'SURVEY STATION OF THE SAME NAME.  IT IS ABOUT 3 MILES NORTHWEST
 KK1844'OF THE TOWN OF MORRISON, ON THE HIGHEST POINT OF MOUNT MORRISON,
 KK1844'40 METERS NORTHWEST OF THE UPPER LANDING OF THE CABLE RAILWAY.
 KK1844'THE STATION IS MARKED, IN A DRILL HOLE IN
 KK1844'A LARGE BOWLDER.  THE COPPER BOLT MARKING THE ECCENTRIC STATION
 KK1844'OCCUPIED BY THE UNITED STATES GEOLOGICAL SURVEY IS 3.130 METERS
 KK1844'(10.27 FEET) DISTANT.  LATITUDE
 KK1844'OBSERVATIONS WERE MADE IN 1913 AT A POINT, NOT MARKED, 3.71
 KK1844'METERS (12.2 FEET) FROM THE STATION.
 KK1844
 KK1844                          STATION RECOVERY (1934)
 KK1844
 KK1844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (VOC)
 KK1844'DESCRIPTION IS CORRECT EXCEPT THE CABLE RAILWAY AS MENTIONED
 KK1844'IN PUBLICATION WAS DISMANTLED SEVERAL YEARS AGO.  GRADING ONLY
 KK1844'REMAINS.
 KK1844
 KK1844                          STATION RECOVERY (1934)
 KK1844
 KK1844'RECOVERY NOTE BY COLORADO GEODETIC SURVEY 1934 (FHP)
 KK1844'THIS STATION IS IDENTICAL WITH THE UNITED STATES GEOLOGICAL
 KK1844'SURVEY STATION OF THE SAME NAME.  IT IS ABOUT 3 MILES NORTHWEST
 KK1844'OF THE TOWN OF MORRISON, ON THE HIGHEST POINT OF MOUNT MORRISON,
 KK1844'40 METERS NORTHWEST OF THE UPPER LANDING OF THE CABLE RAILWAY.
 KK1844'THE STATION IS MARKED, 1 IN A DRILL
 KK1844'HOLE IN A LARGE BOULDER.  THE COPPER BOLT MARKING THE ECCENTRIC
 KK1844'STATION OCCUPIED BY THE UNITED STATES GEOLOGICAL SURVEY IS
 KK1844'3.130 METERS DISTANT.  LATITUDE
 KK1844'OBSERVATIONS WERE MADE IN 1913 AT A POINT, NOT MARKED, 3.71
 KK1844'METERS FROM THE STATION S 37 DEG 47 MIN E.
 KK1844
 KK1844                          STATION RECOVERY (1965)
 KK1844
 KK1844'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 KK1844'$NO TEXT.
 KK1844
 KK1844                          STATION RECOVERY (1968)
 KK1844
 KK1844'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRK)
 KK1844'THE STATION AND THE COPPER BOLT MARKING THE ECCENTRIC POINT
 KK1844'OCCUPIED BY THE U.S. GEOLOGICAL SURVEY WERE RECOVERED.  THE
 KK1844'STATION MARK DISK HAS BEEN TORN OFF BY VANDALS BUT THE STEM
 KK1844'OF THE DISK IS TIGHTLY IN PLACE AND IS USABLE.  REFERENCE MARKS
 KK1844'1 AND 2 AND AN AZIMUTH MARK WERE ESTABLISHED BY THIS PARTY.
 KK1844'
 KK1844'FOLLOWING IS A NEW COMPLETE DESCRIPTION--
 KK1844'
 KK1844'THE STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF THE TOWN
 KK1844'OF MORRISON, ON THE HIGHEST POINT OF MOUNT MORRISON AND ABOUT
 KK1844'40 METERS NORTHWEST OF THE UPPER LANDING OF THE OLD CABLE
 KK1844'RAILWAY WHICH IS STILL VISIBLE.
 KK1844'
 KK1844'TO REACH THE STATION FROM THE POST OFFICE IN MORRISON, GO
 KK1844'WEST ON U.S. HIGHWAY 285 (MAIN STREET) FOR 0.2 MILE TO THE
 KK1844'JUNCTION WITH STATE HIGHWAY 74.  CONTINUE STRAIGHT AHEAD, WEST,
 KK1844'ON HIGHWAY 74 FOR 3.65 MILES TO A CONCRETE BRIDGE IN THE
 KK1844'SOUTH PART OF THE SMALL VILLAGE OF IDEDALE.  CONTINUE WEST
 KK1844'ON HIGHWAY 74 FOR 0.1 MILE TO A GRAVELED ROAD ON THE RIGHT.
 KK1844'TURN SHARP RIGHT AND GO UPHILL ON A NARROW ROAD FOR 0.2 MILE
 KK1844'TO A FORK.  KEEP THE RIGHT FORK AND GO EASTERLY FOR 0.65 MILE
 KK1844'TO A TRACK ROAD ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON
 KK1844'THE DIM TRACK ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE
 KK1844'LEFT.  CONTINUE ON THE DIM TRACK ROAD FOR 0.25 MILE TO A
 KK1844'WIRE GATE.  PASS THROUGH THE GATE, TURN RIGHT AND GO SOUTH
 KK1844'AROUND THE BASE OF THE HILL ON A NARROW TRAIL FOR 0.2 MILE
 KK1844'TO A STEEP TRAIL LEADING UPHILL TO THE STATION.  FROM THIS
 KK1844'POINT PACK UP STEEP TRAIL FOR ABOUT 3 MILES TO THE TOP OF
 KK1844'THE MOUNTAIN AND STATION OR WORK YOUR WAY AROUND AND UP THE
 KK1844'HILL WITH A FOUR-WHEEL DRIVE VEHICLE.
 KK1844'
 KK1844'THE STATION MARK IS THE STEM OF A STANDARD STATION MARK DISK,
 KK1844'CEMENTED IN A DRILL HOLE IN A LARGE BOULDER.
 KK1844'
 KK1844'REFERENCE MARK 1 IS A STANDARD DISK STAMPED MORRISON USGS
 KK1844'1895 NO 1 1968, CEMENTED IN A DRILL HOLE IN ROCK OUTCROP THAT
 KK1844'IS FLUSH WITH THE SURFACE OF THE GROUND.
 KK1844'
 KK1844'REFERENCE MARK 2 IS A STANDARD DISK STAMPED MORRISON USGS
 KK1844'1895 NO 2 1968, CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE
 KK1844'FOR AN ABANDONED ANTENNA AND IS FLUSH WITH THE SURFACE OF THE
 KK1844'GROUND.
 KK1844'
 KK1844'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MORRISON USGS 1895
 KK1844'1968, CEMENTED IN A DRILL HOLE IN ROCK OUTCROP THAT IS FLUSH
 KK1844'WITH THE SURFACE OF THE GROUND.  IT IS 21 FEET SOUTHEAST OF
 KK1844'A METAL WITNESS POST.
 KK1844'
 KK1844'THE USGS ECC POINT IS THE TOP CENTER OF AN IRON ROD 1-INCH
 KK1844'IN DIAMETER AND PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND.
 KK1844'IT IS CEMENTED IN A DRILL HOLE IN THE SAME ROCK RIDGE AS
 KK1844'THE STATION MARK.
 KK1844'
 KK1844'HEIGHT OF LIGHT ABOVE STATION MARK 15.16 FEET.
 KK1844'
 KK1844'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES
 KK1844'NORTHWEST OF MORRISON
 KK1844
 KK1844                          STATION RECOVERY (1972)
 KK1844
 KK1844'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KK1844'STATION WAS CALLED MOUNT MORRISON.
 KK1844'
 KK1844'RECOVERED AND REDESCRIBED AS FOLLOWS
 KK1844'
 KK1844'STATION MAY BE REACHED EITHER FROM THE E. OF W. SIDES, THE W. PROBABLY
 KK1844'BEING THE EASIEST CLIMB.  FROM DENVER, DRIVE W. ON THE GOLDEN ROAD TO
 KK1844'THE MT. VERNON ROAD.  FOLLOW THIS RD. TO LEFT FORK ABOUT 2 MI. BEYOND
 KK1844'THE STORE AT MOUTH OF CANYON.  FOLLOW THE FORK WHICH IS MARKED --TO
 KK1844'IDLEDALE--, KEEPING TO LEFT.  DRIVE OVER THE DIVIDE AND TURN LEFT ON
 KK1844'A NARROW RD. ABOUT 2 MI. BEYOND THE DIVIDE.  FOLLOW THIS RD. 0.5 MI.
 KK1844'TO A FOX FARM AND INQUIRE THERE CONCERNING A NARROW STEEP RD.,
 KK1844'PASSABLE IN GOOD WEATHER, WHICH LEADS TO POINT ABOUT A MILE FROM THE
 KK1844'PEAK.  FROM THIS POINT, TRAIL LEADS TO TOP OF MT. MORRISON.  THIS IS
 KK1844'A 1 HOUR PACK.
 KK1844'
 KK1844'TOP OF STATION MARK TABLET HAS BEEN
 KK1844'DESTROYED, THE STEM REMAINING IN PLACE IN ROCK WAS USED AS STATION
 KK1844'MARK.
 KK1844'
 KK1844'SECURITY FENCE SURROUNDING PROPERTY WHERE STATION
 KK1844'MORRISON IS LOCATED.
 KK1844'
 KK1844'STATION MARK--STANDARD USC AND GS DISK WEDGED IN DRILL HOLE IN
 KK1844'BOULDER.
 KK1844
 KK1844                          STATION RECOVERY (1977)
 KK1844
 KK1844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1844'THE STATION MARK STEM, REFERENCE MARK 2 AND THE USGS ECC
 KK1844'POINT WERE RECOVERED IN GOOD CONDITION.  THE DRILL HOLE
 KK1844'WHERE THE AZIMUTH MARK WAS SET WAS FOUND.  MARK HAS BEEN
 KK1844'REMOVED.  REFERENCE MARK 1 WAS SEARCHED FOR BUT IS PRESUMED
 KK1844'DESTROYED BY CONSTRUCTION OF THE JEEP TRAIL TO THE SUMMIT.
 KK1844'A DIFFERENCE OF 2 MINUTES, 26 SECONDS WAS NOTED IN THE
 KK1844'DIRECTION TO REFERENCE MARK 2 AND A DIFFERENCE OF 0.108 METER
 KK1844'WAS NOTED, DISTANCE BEING SHORTER THAN THE 1968 OBSERVATIONS.
 KK1844'A DIFFERENCE OF 0.005 METER LONGER THAN THE 1968 OBSERVATIONS
 KK1844'WAS NOTED IN THE DISTANCE TO MORRISON USGS 1895 ECC POINT
 KK1844'AND THE DIRECTIONS DID NOT COMPARE BY 3 MINUTES 03 SECONDS.
 KK1844'REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME.
 KK1844'FOLLOWING IS A COMPLETE NEW DESCRIPTION.
 KK1844'
 KK1844'STATION IS ABOUT 3 MILES NORTHWEST OF MORRISON, 2 MILES
 KK1844'SOUTH OF INTERSTATE HIGHWAY 70, ON MOUNT MORRISON, IN THE
 KK1844'SOUTHWEST 1/4 OF SEC. 27, T.4 S., R.71 W.
 KK1844'
 KK1844'THE STATION WAS REACHED BY HELICOPTER BY FLYING SOUTH-
 KK1844'SOUTHWEST FROM THE JEFFERSON COUNTY AIRPORT FOR 15 NAUTICAL
 KK1844'MILES.
 KK1844'
 KK1844'STATION MARK, WHICH IS THE STEM OF A STANDARD STATION MARK
 KK1844'DISK, IS CEMENTED IN A DRILL HOLE IN A LARGE ROCK OUTCROP.
 KK1844'IT IS 61.3 FEET SOUTHEAST OF A POWER POLE WITH A TRANSFORMER,
 KK1844'13.7 FEET NORTH OF THE CENTER OF A RADIO MAST.
 KK1844'
 KK1844'REFERENCE MARK 2, STAMPED---MORRISON USGS 1895 NO 2 1968---, IS
 KK1844'A STANDARD DISK CEMENTED IN A DRILL HOLE IN THE CONCRETE
 KK1844'FOOTING FOR A TRANSMITTER SHACK.  IT IS ABOUT 5 FEET
 KK1844'LOWER THAN THE STATION.
 KK1844'
 KK1844'REFERENCE MARK 3, STAMPED---MORRISON USGS 1895 NO 3 1977---,
 KK1844'IS A STANDARD DISK CEMENTED IN A DRILL HOLE IN ROCK OUTCROP
 KK1844'THAT PROJECTS 8 INCHES.  IT IS 22.7 FEET EAST OF THE POWER
 KK1844'POLE.
 KK1844'
 KK1844'MORRISON USGS 1895 ECC POINT IS A 1-INCH COPPER BOLT
 KK1844'CEMENTED IN A DRILL HOLE IN BEDROCK.
 KK1844'
 KK1844'HEIGHT OF LIGHT ABOVE STATION WAS 2.0 METERS.
 KK1844
 KK1844                          STATION RECOVERY (1981)
 KK1844
 KK1844'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 KK1844'THE STATION MARK STEM, THE POINT USED IN THE 1977 SURVEY, THE
 KK1844'ECCENTRIC POINT AND REFERENCE MARK NUMBER 2 WERE RECOVERED IN GOOD
 KK1844'CONDITION AND AS DESCRIBED.  REFERENCE MARK 3 WAS NOT RECOVERED AND
 KK1844'ONLY SMALL PIECES OF CONCRETE COULD BE FOUND IN THE AREA OF THE
 KK1844'REFERENCE MARK.  A NEW REFERENCE MARK WAS SET.  THE LOCATION OF THE
 KK1844'MARK IS AS DESCRIBED IN THE 1977 DESCRIPTION BUT A NEW TO REACH
 KK1844'FOLLOWS AS A ROAD NOW GOES TO THE STATION.  NO MEASUREMENT COULD BE
 KK1844'MADE BETWEEN REFERENCE MARK 2 AND 4.  AS THE TRANSMITTING BUILDING WAS
 KK1844'IN THE WAY.  NO CENTER POINT WAS FOUND ON MORRISON ECCENTRIC AND THE
 KK1844'PIN HOLDING THE DENVER POLICE MAST WAS BENT AND NO MARKED CENTER POINT
 KK1844'WAS FOUND.  AN ESTIMATED CENTER WAS USED ON THE MAST AND THE ECCENTRIC
 KK1844'POINT.  MEASUREMENTS AND ANGLES AGREED WITH IN LIMITS.  NO AZIMUTH
 KK1844'MARK WAS SET AT THIS TIME AS THE BEST SITE IS NOW UNDER CONSTRUCTION
 KK1844'AND WHEN WORK IS COMPLETED, ONE WILL BE SET.  NO AZIMUTH MARK WAS SET
 KK1844'IN THE 1977 SURVEY.
 KK1844'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTHWEST OF MORRISON,
 KK1844'3.2 KM (2.00 MI) SOUTH OF INTERSTATE 70, ON MOUNT MORRISON, IN THE
 KK1844'SOUTHWEST 1/4 OF SEC 27 T 4 S 4 71 W OWNERSHIP--DENVER POLICE
 KK1844'COMMUNICATIONS, EAST NINTH AND COLUMBINE, DENVER, COLORADO.  CONTACT
 KK1844'GEORGE JOHNSON OR BOB DANHAUER FOR KEYS TO STATION.
 KK1844'TO REACH THE STATION FROM THE POST OFFICE IN IDLEDALE WHICH IS AT THE
 KK1844'INTERSECTION OF COLORADO HIGHWAY 74 AND EAST GRAPEVINE ROAD, GO ON
 KK1844'EAST GRAPEVINE RD, NORTHERLY UPHILL FOR 1.1 KM (0.70 MI) TO THE
 KK1844'INTERSECTION OF EAST AND WEST GRAPEVINE ROADS AND JUST BEYOND SOUTH
 KK1844'MT.  EVANS LANE.  TURN RIGHT, EAST, ON SOUTH MT.  EVANS LANE FOR 0.1
 KK1844'KM (0.05 MI) TO THE END OF THE LANE AND THREE DIRT ROADS.  TAKE THE
 KK1844'CENTER OF THREE DIRT ROADS, PASSING THROUGH A LOCKED GATE, EASTERLY
 KK1844'DOWN THEN UPHILL FOR 2.7 KM (1.65 MI) TO A LEVEL AREA AND A THREE WAY
 KK1844'FORK.  TAKE THE CENTER OF THREE FORKS UPHILL FOR 0.5 KM (0.30 MI) TO A
 KK1844'FENCED AREA AND GATE ON THE RIGHT. PASS THROUGH THE LOCKED GATE FOR
 KK1844'0.1 KM (0.05 MI) TO THE STATION ON THE LEFT.
 KK1844'THE STATION IS A STEM OF A STANDARD STATION MARK DISK WITH A HOLE
 KK1844'CENTER PUNCHED IN THE MIDDLE.  IT IS CEMENTED IN A DRILL HOLE OF A
 KK1844'LARGE ROCK AND PROJECTS 1.5 CM (1/2 INCH) ABOVE THE BED ROCK. IT IS
 KK1844'ONE OF THE HIGHEST ROCKS IN THE AREA.  LOCATED 15.7 METERS (51.5 FT)
 KK1844'SOUTHEAST FROM A POWER POLE WITH A TRANSFORMER, 8.6 METERS (28.2 FT)
 KK1844'NORTHWEST FROM THE NORTHEAST CORNER OF THE TRANSMITTER BUILDING.  8.0
 KK1844'METERS (26.2 FT) NORTH-NORTHWEST CORNER OF THE TRANMITTER BUILDING.
 KK1844'5.5 METERS (18.0 FT) EAST FROM THE ROAD GOING TO THE TRANSMITTER
 KK1844'BUILDING AND 4.2 NORTH FROM THE CENTER OF A RADIO MAST.
 KK1844'REFERENCE MARK NO 2 IS A STANDARD CGS DISK STAMPED--MORRISON USGS 1985
 KK1844'NO 2 1968--, SET INTO THE TOP OF A IRREGULAR MASS OF CONCRETE FLUSH
 KK1844'WITH GROUND.  THE REFERENCE MARK IS SET IN A DRILL HOLE IN A CONCRETE
 KK1844'FOR THE TRANSMITTER SHACK AND AT THE NORTHWEST CORNER OF THAT
 KK1844'BUILDING. LOCATED 19.5 METERS (64.0 FT) EAST SOUTHEAST FROM A POWER
 KK1844'POLE WITH A TRANSFORMER.  4.7 METERS (15.4 FT) SOUTH SOUTHWEST FROM
 KK1844'THE CENTER OF THE RADIO MAST.  2.2 METERS (7.2 FT) EAST FROM THE
 KK1844'CENTER OF THE ROAD GOING TO THE BUILDING AND 5 FEET, (1.5 M) 1.5
 KK1844'METERS (4.9 FT) HIGHER THAN THE STATION.
 KK1844'REFERENCE MARK 4 IS A STANDARD NGS DISK STAMPED--MORRISON USGS 1895 NO
 KK1844'4 1981--, SET INTO ROCK OUTCROP, 4 FEET (1.2 M) LARGEST DIMENSION.
 KK1844'THE REFERENCE MARK IS CEMENTED IN A DRILL HOLE AND NEAR THE NORTHEAST
 KK1844'CORNER OF THE TRANSMITTER BUILDING AND UNDER A MICROWAVE ANTENNA.
 KK1844'LOCATED 23.5 METERS (77.1 FT) SOUTHEAST FROM THE POWER POLE WITH A
 KK1844'TRANSFORMER.  10.7 METERS (35.1 FT) EAST FROM THE CENTER OF THE DIRT
 KK1844'ROAD.  5.5 METERS (18.0 FT) EAST-SOUTHEAST FROM THE CENTER OF THE
 KK1844'TRANSMITTER MAST. 1.7 METER (5.6 FT) NORTH-NORTHEAST CORNER OF THE
 KK1844'BUILDING AND 0.9 METER (3.0 FT) HIGHER THAN THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AJ5753 ***********************************************************************
 AJ5753  DESIGNATION -  MORRISON
 AJ5753  PID         -  AJ5753
 AJ5753  STATE/COUNTY-  CO/LINCOLN
 AJ5753  USGS QUAD   -  LAKE (1970)
 AJ5753
 AJ5753                         *CURRENT SURVEY CONTROL
 AJ5753  ___________________________________________________________________
 AJ5753* NAD 83(1992)-  39 10 18.47831(N)    103 41 45.83896(W)     ADJUSTED  
 AJ5753* NAVD 88     -      1688.9    (meters)    5541.     (feet)  GPS OBS   
 AJ5753  ___________________________________________________________________
 AJ5753  X           -  -1,172,633.370 (meters)                     COMP
 AJ5753  Y           -  -4,811,771.062 (meters)                     COMP
 AJ5753  Z           -   4,008,175.539 (meters)                     COMP
 AJ5753  LAPLACE CORR-          -5.71  (seconds)                    DEFLEC99
 AJ5753  ELLIP HEIGHT-        1669.08  (meters)          (12/03/02) GPS OBS
 AJ5753  GEOID HEIGHT-         -19.82  (meters)                     GEOID03
 AJ5753
 AJ5753  HORZ ORDER  -  FIRST
 AJ5753  ELLP ORDER  -  FOURTH    CLASS II
 AJ5753
 AJ5753.The horizontal coordinates were established by GPS observations
 AJ5753.and adjusted by the National Geodetic Survey in October 2001..
 AJ5753
 AJ5753.The orthometric height was determined by GPS observations and a
 AJ5753.high-resolution geoid model.
 AJ5753
 AJ5753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ5753
 AJ5753.The Laplace correction was computed from DEFLEC99 derived deflections.
 AJ5753
 AJ5753.The ellipsoidal height was determined by GPS observations
 AJ5753.and is referenced to NAD 83.
 AJ5753
 AJ5753.The geoid height was determined by GEOID03.
 AJ5753
 AJ5753;                    North         East     Units Scale Factor Converg.
 AJ5753;SPC CO C     -   454,927.879 1,070,271.392   MT  0.99993667   +1 08 15.8
 AJ5753;SPC CO C     - 1,492,542.55  3,511,382.06   sFT  0.99993667   +1 08 15.8
 AJ5753;UTM  13      - 4,336,651.309   612,638.331   MT  0.99975622   +0 49 25.4
 AJ5753
 AJ5753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ5753!SPC CO C     -   0.99973820  x   0.99993667  =   0.99967489
 AJ5753!UTM  13      -   0.99973820  x   0.99975622  =   0.99949449
 AJ5753
 AJ5753                          SUPERSEDED SURVEY CONTROL
 AJ5753
 AJ5753  ELLIP H (10/01/01) 1669.09   (m)                       GP(       ) 3 2
 AJ5753
 AJ5753.Superseded values are not recommended for survey control.
 AJ5753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5753.See file dsdata.txt to determine how the superseded data were derived.
 AJ5753
 AJ5753_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD1263836651(NAD 83)
 AJ5753_MARKER: I = METAL ROD
 AJ5753_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AJ5753_STAMPING: MORRISON 2001
 AJ5753_MARK LOGO: NGS   
 AJ5753_PROJECTION: FLUSH
 AJ5753_MAGNETIC: I = MARKER IS A STEEL ROD
 AJ5753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ5753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5753+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2001
 AJ5753_ROD/PIPE-DEPTH: 13.7 meters
 AJ5753_SLEEVE-DEPTH  : 1.0 meters
 AJ5753
 AJ5753  HISTORY     - Date     Condition        Report By
 AJ5753  HISTORY     - 20010425 MONUMENTED       NGS
 AJ5753
 AJ5753                          STATION DESCRIPTION
 AJ5753
 AJ5753'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (DAS)
 AJ5753'THE STATION IS ABOUT 22.4 MILES NORTH OF PUNKIN CENTER AND  6.4 MILES
 AJ5753'SOUTH OF LIMON ON STATE HIGHWAY 71, IN THE SW 1/4 SECTION 17, T10S,
 AJ5753'R56W, AT
 AJ5753'MILE POST 94.9. OWNERSHIP --
 AJ5753' 
 AJ5753'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 94
 AJ5753'AND 71 GO NORTH ON STATE HIGHWAY 71 FOR 22.4 MILES TO THE
 AJ5753'INTERSECTION OF COUNTY ROAD 2Z AND STATE HIGHWAY 71, THE STATION
 AJ5753'IS ON YOUR RIGHT IN THE NORTHEAST CORNER OF THE INTERSECTION.
 AJ5753' 
 AJ5753'THE MARK IS A PUNCH HOLE, TOP CENTER ON A 13.7 M LONG STAINLESS STEEL
 AJ5753'ROD
 AJ5753'DRIVEN TO REFUSUAL, ENCASED IN A 0.9 M LONG GREASED PVC PIPE, ENCLOSED
 AJ5753'IN
 AJ5753'A 5-INCH PVC PIPE WITH LOGO LID, SURROUNDED BY A 0.55 M CONCRETE
 AJ5753'COLLAR
 AJ5753'FLUSH WITH THE GROUND.IT IS 27.7 M EAST FROM THE CENTERLINE OF STATE
 AJ5753'HIGHWAY 71, 18.3 M SOUTHEAST FROM A WOOD POST FENCE CORNER, 12.9 M
 AJ5753'NORTH FROM THE CENTER OF COUNTY ROAD 2Z, 11.5 M SOUTHEAST FROM
 AJ5753'CENTER OF A BARBED-WIRE GATE, 3.6 M NORTHWEST FROM A WOOD POST
 AJ5753'FENCE CORNER, 0.6 M SOUTHWEST FROM A ORANGE CARSONITE WITNESS POST
 AJ5753'AND A NORTHWEST-SOUTHEAST RUNNING BARBED-WIRE FENCE AND ABOUT 0.5 M
 AJ5753'ABOVE THE GRADE OF STATE HIGHWAY 71.
 AJ5753' 
 AJ5753'D. STEWART, CDOT.
 AJ5753' 
 AJ5753' 
 AJ5753' 
 AJ5753'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1860 ***********************************************************************
 KK1860  DESIGNATION -  MORRISON ECC POINT
 KK1860  PID         -  KK1860
 KK1860  STATE/COUNTY-  CO/JEFFERSON
 KK1860  USGS QUAD   -  MORRISON (1994)
 KK1860
 KK1860                         *CURRENT SURVEY CONTROL
 KK1860  ___________________________________________________________________
 KK1860* NAD 83(1992)-  39 40 09.16805(N)    105 13 10.96644(W)     ADJUSTED  
 KK1860* NAVD 88     -      2403.0    (meters)    7884.     (feet)  VERTCON   
 KK1860  ___________________________________________________________________
 KK1860  LAPLACE CORR-         -20.80  (seconds)                    DEFLEC99
 KK1860  GEOID HEIGHT-         -15.30  (meters)                     GEOID03
 KK1860
 KK1860  HORZ ORDER  -  SECOND
 KK1860
 KK1860.The horizontal coordinates were established by classical geodetic methods
 KK1860.and adjusted by the National Geodetic Survey in January 1993..
 KK1860
 KK1860.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1860
 KK1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1860
 KK1860.The geoid height was determined by GEOID03.
 KK1860
 KK1860;                    North         East     Units Scale Factor Converg.
 KK1860;SPC CO C     -   508,639.500   938,451.318   MT  0.99998502   +0 10 36.4
 KK1860;SPC CO C     - 1,668,761.43  3,078,902.37   sFT  0.99998502   +0 10 36.4
 KK1860;UTM  13      - 4,391,067.251   481,155.182   MT  0.99960437   -0 08 24.9
 KK1860
 KK1860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1860!SPC CO C     -   0.99962555  x   0.99998502  =   0.99961057
 KK1860!UTM  13      -   0.99962555  x   0.99960437  =   0.99923007
 KK1860
 KK1860                          SUPERSEDED SURVEY CONTROL
 KK1860
 KK1860  NAD 83(1986)-  39 40 09.16429(N)    105 13 10.96550(W) AD(       ) 2
 KK1860  NAD 27      -  39 40 09.20607(N)    105 13 09.00669(W) AD(       ) 2
 KK1860  NGVD 29 (07/19/86) 2402.0    (m)         7881.     (f) VERT ANG       
 KK1860
 KK1860.Superseded values are not recommended for survey control.
 KK1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1860.See file dsdata.txt to determine how the superseded data were derived.
 KK1860
 KK1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD8115591067(NAD 83)
 KK1860_MARKER: B = BOLT
 KK1860_SETTING: 66 = SET IN ROCK OUTCROP
 KK1860_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 KK1860_MARK LOGO: CGS   
 KK1860_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK1860_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1860+STABILITY: POSITION/ELEVATION WELL
 KK1860
 KK1860  HISTORY     - Date     Condition        Report By
 KK1860  HISTORY     - 1977     MONUMENTED       NGS
 KK1860  HISTORY     - 19810923 GOOD             NGS
 KK1860
 KK1860                          STATION DESCRIPTION
 KK1860
 KK1860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (LHW)
 KK1860'STATION IS ABOUT 3 MILES NORTHWEST OF MORRISON, 2 MILES SOUTH
 KK1860'OF INTERSTATE HIGHWAY 70, ON MOUNT MORRISON AND IN THE
 KK1860'SOUTHWEST 1/4 OF SECTION 27, T 4 S, R 71 W.
 KK1860'
 KK1860'THE STATION WAS REACHED BY HELICOPTER BY FLYING SOUTH-
 KK1860'SOUTHWEST FROM THE JEFFERSON COUNTY AIRPORT FOR 15 NAUTICAL
 KK1860'MILES.
 KK1860'
 KK1860'THE STATION IS A 1-INCH COPPER BOLT CEMENTED IN A DRILL HOLE
 KK1860'IN BEDROCK.  IT IS A SLOPE DISTANCE OF 13.08 FEET OR 3.987
 KK1860'IN BEDROCK.  IT IS 10.19 FEET OR 3.105 METERS SOUTHEAST OF
 KK1860'TRIANGULATION STATION---MORRISON USGS 1895---.
 KK1860
 KK1860                          STATION RECOVERY (1981)
 KK1860
 KK1860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 KK1860'THE ECCENTRIC POINT WAS RECOVERED IN FAIR CONDITION WITH NO CENTER
 KK1860'POINT AND THE TOP BATTERED.  A NEW DESCRIPTION AND LOCATION IS GIVEN
 KK1860'FOR THE STATION MARK AND SHOULD BE USED FOR THIS STATION.  THE STATION
 KK1860'IS A 2.5 CM (1 INCH) COPPER BOLT CEMENTED IN A DRILL HOLE IN BEDROCK.
 KK1860'THE DISTANCE AND DIRECTION CHECKED WITH THE 1977 DESCRIPTION TO
 KK1860'STATION--MORRISON USGS 1895--WITHIN LIMITS.  THE ECCENTRIC POINT IS
 KK1860'18.7 M (61.4 FT) SOUTHEAST FROM A POWERPOLE WITH A TRANSFORMER, 7.9 M
 KK1860'(25.9 FT) EAST FROM A DIRT ROAD GOING TO A BUILDING, 5.9 M (19.4 FT)
 KK1860'NORTH-NORTHEAST FROM THE NORTHEAST CORNER OF THE BUILDING, 3.4 M (11.2
 KK1860'FT) NORTHEAST FROM THE CENTER OF THE MAST.  THE ECCENTRIC POINT IS SET
 KK1860'IN A DRILL HOLE ON THE HIGHEST POINT ON MOUNT MORRISON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0478 ***********************************************************************
 HK0478  DESIGNATION -  MORT
 HK0478  PID         -  HK0478
 HK0478  STATE/COUNTY-  CO/LAS ANIMAS
 HK0478  USGS QUAD   -  MADRID (1951)
 HK0478
 HK0478                         *CURRENT SURVEY CONTROL
 HK0478  ___________________________________________________________________
 HK0478* NAD 83(1992)-  37 11 21.02985(N)    104 44 53.94524(W)     ADJUSTED  
 HK0478* NAVD 88     -      2284.4    (meters)    7495.     (feet)  VERTCON   
 HK0478  ___________________________________________________________________
 HK0478  LAPLACE CORR-          -6.68  (seconds)                    DEFLEC99
 HK0478  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 HK0478
 HK0478  HORZ ORDER  -  THIRD
 HK0478
 HK0478.The horizontal coordinates were established by classical geodetic methods
 HK0478.and adjusted by the National Geodetic Survey in January 1993..
 HK0478
 HK0478.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0478
 HK0478.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0478
 HK0478.The geoid height was determined by GEOID03.
 HK0478
 HK0478;                    North         East     Units Scale Factor Converg.
 HK0478;SPC CO S     -   363,059.411   981,144.001   MT  1.00000831   +0 27 39.8
 HK0478;SPC CO S     - 1,191,137.42  3,218,969.94   sFT  1.00000831   +0 27 39.8
 HK0478;UTM  13      - 4,115,888.155   522,338.083   MT  0.99960615   +0 09 07.7
 HK0478
 HK0478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0478!SPC CO S     -   0.99964449  x   1.00000831  =   0.99965279
 HK0478!UTM  13      -   0.99964449  x   0.99960615  =   0.99925078
 HK0478
 HK0478:                Primary Azimuth Mark                     Grid Az
 HK0478:SPC CO S     -  BURRO                                    127 17 32.2
 HK0478:UTM  13      -  BURRO                                    127 36 04.3
 HK0478
 HK0478|---------------------------------------------------------------------|
 HK0478| PID    Reference Object                     Distance      Geod. Az  |
 HK0478|                                                           dddmmss.s |
 HK0478| HK0477 BURRO                               APPROX. 6.5 KM 1274512.0 |
 HK0478|---------------------------------------------------------------------|
 HK0478
 HK0478                          SUPERSEDED SURVEY CONTROL
 HK0478
 HK0478  NAD 83(1986)-  37 11 21.03836(N)    104 44 53.94181(W) AD(       ) 3
 HK0478  NAD 27      -  37 11 20.96893(N)    104 44 51.97296(W) AD(       ) 3
 HK0478  NGVD 29 (07/19/86) 2283.3    (m)         7491.     (f) VERT ANG       
 HK0478
 HK0478.Superseded values are not recommended for survey control.
 HK0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0478.See file dsdata.txt to determine how the superseded data were derived.
 HK0478
 HK0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB2233815888(NAD 83)
 HK0478_MARKER: DD = SURVEY DISK
 HK0478_SETTING: 66 = SET IN ROCK OUTCROP
 HK0478_SP_SET: SET IN ROCK OUTCROP
 HK0478_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HK0478+STABILITY: POSITION/ELEVATION WELL
 HK0478
 HK0478  HISTORY     - Date     Condition        Report By
 HK0478  HISTORY     - 1949     MONUMENTED       USGS
 HK0478
 HK0478                          STATION DESCRIPTION
 HK0478
 HK0478'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 HK0478'LOCATED ABOUT 7 MI. W. OF TRINIDAD, COLORADO, ON THE EASTERNMOST AND
 HK0478'HIGHEST POINT OF A VERY ROCKY RIDGE.
 HK0478'
 HK0478'TO REACH FROM CITY HALL IN TRINIDAD, COLORADO, GO W. ON COLORADO STATE
 HK0478'HIGHWAY 12 FOR 6.5 MI. TO THE COKEDALE ROAD, GO RIGHT IN A
 HK0478'NORTHWESTERLY DIRECTION FOR 7.9 MI. TO RD. FORKS, THEN TAKE THE LEFT
 HK0478'RD. FOR 1.5 MI. TO RD. FORKS, TAKE THE LEFT FORK FOR 0.8 MI. TO A RD.
 HK0478'FORK, TAKE THE RIGHT FORK FOR 1.8 MI. TO A DIM SIDE RD. ON LEFT OF
 HK0478'CURVE, TAKE DIM RD. TO LEFT FOR 0.15 MI. TO RD. FORKS, TAKE THE LEFT
 HK0478'FORK 0.8 MI. TO DESERTED FARM BUILDINGS AND GO LEFT (SE.) ALONG FENCE
 HK0478'LINE FOR APPROXIMATELY 1 MI. TO END OF TRUCK TRAVEL.  PACK S. TO TOP
 HK0478'OF HIGH ROCKY POINT AND STATION.
 HK0478'
 HK0478'STATION MARK--STANDARD TABLET SET IN ROCK OUTCROP, STAMPED ---MORT
 HK0478'1949 7490---.
 HK0478'
 HK0478'REFERENCE MARK NO. 1--STANDARD TABLET SET IN ROCK OUTCROP, STAMPED
 HK0478'---NO. 1 1949---, 38.6 FT.
 HK0478'
 HK0478'REFERENCE MARK NO. 2--STANDARD TABLET SET IN ROCK OUTCROP, STAMPED
 HK0478'---NO. 2 1949---, 29.8 FT., S 75 DEG 18 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0524 ***********************************************************************
 HK0524  DESIGNATION -  MORTIMER
 HK0524  PID         -  HK0524
 HK0524  STATE/COUNTY-  CO/COSTILLA
 HK0524  USGS QUAD   -  TRINCHERA RANCH (1982)
 HK0524
 HK0524                         *CURRENT SURVEY CONTROL
 HK0524  ___________________________________________________________________
 HK0524* NAD 83(1992)-  37 28 07.45739(N)    105 20 31.78967(W)     ADJUSTED  
 HK0524* NAVD 88     -      2520.3    (meters)    8269.     (feet)  VERTCON   
 HK0524  ___________________________________________________________________
 HK0524  LAPLACE CORR-           2.50  (seconds)                    DEFLEC99
 HK0524  GEOID HEIGHT-         -16.08  (meters)                     GEOID03
 HK0524
 HK0524  HORZ ORDER  -  SECOND
 HK0524
 HK0524.The horizontal coordinates were established by classical geodetic methods
 HK0524.and adjusted by the National Geodetic Survey in January 1993..
 HK0524
 HK0524.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0524
 HK0524.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0524
 HK0524.The geoid height was determined by GEOID03.
 HK0524
 HK0524;                    North         East     Units Scale Factor Converg.
 HK0524;SPC CO S     -   393,829.191   928,363.895   MT  0.99996562   +0 05 48.5
 HK0524;SPC CO S     - 1,292,087.94  3,045,807.21   sFT  0.99996562   +0 05 48.5
 HK0524;UTM  13      - 4,146,928.040   469,743.465   MT  0.99961128   -0 12 29.3
 HK0524
 HK0524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0524!SPC CO S     -   0.99960718  x   0.99996562  =   0.99957281
 HK0524!UTM  13      -   0.99960718  x   0.99961128  =   0.99921861
 HK0524
 HK0524|---------------------------------------------------------------------|
 HK0524| PID    Reference Object                     Distance      Geod. Az  |
 HK0524|                                                           dddmmss.s |
 HK0524| CM9588 MORTIMER RM 2                        18.757 METERS 01613     |
 HK0524| CM9586 MORTIMER AZ MK                                     0784812.5 |
 HK0524| CM9587 MORTIMER RM 1                        23.842 METERS 32013     |
 HK0524|---------------------------------------------------------------------|
 HK0524
 HK0524                          SUPERSEDED SURVEY CONTROL
 HK0524
 HK0524  NAD 83(1986)-  37 28 07.46105(N)    105 20 31.81144(W) AD(       ) 2
 HK0524  NAD 27      -  37 28 07.43200(N)    105 20 29.78300(W) AD(       ) 2
 HK0524  NGVD 29 (07/19/86) 2519.0    (m)         8264.     (f) VERT ANG       
 HK0524
 HK0524.Superseded values are not recommended for survey control.
 HK0524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0524.See file dsdata.txt to determine how the superseded data were derived.
 HK0524
 HK0524_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB6974346928(NAD 83)
 HK0524_MARKER: DS = TRIANGULATION STATION DISK
 HK0524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HK0524
 HK0524  HISTORY     - Date     Condition        Report By
 HK0524  HISTORY     - 1936     MONUMENTED       CGS
 HK0524  HISTORY     - 1967     GOOD             USGS
 HK0524
 HK0524                          STATION DESCRIPTION
 HK0524
 HK0524'DESCRIBED BY COAST AND GEODETIC SURVEY 1936 (JDT)
 HK0524'STATION IS ABOUT 5-1/2 MILES AIR LINE NE OF FORT GARLAND ABOUT
 HK0524'0.2 MILE SW OF MORTIMER RAILROAD SIDING AND ABOUT 100 YARDS W
 HK0524'OF U.S. HIGHWAY 160, ABOUT 0.3 MILE E OF CENTER OF SEC. 5, T 30 N,
 HK0524'R 71 W.  ON TOP AND AT THE S END OF A LONG N-S RIDGE, WHICH IS
 HK0524'COVERED WITH SCRUBBY FIR TREES, AND THE MARK PROJECTS 5 INCHES.
 HK0524'
 HK0524'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 HK0524'BRONZE DISKS SET IN CONCRETE.
 HK0524'
 HK0524'REFERENCE MARK NO. 1 IS NNW OF STATION AND PROJECTS 5 INCHES.
 HK0524'
 HK0524'REFERENCE MARK NO. 2 IS NE OF STATION AND PROJECTS 4 INCHES.
 HK0524'
 HK0524'THE AZIMUTH MARK IS E OF STATION, AT E SIDE OF GRAVEL ROAD, ABOUT
 HK0524'0.2 MILE E OF U.S. HIGHWAY 160, 30 FEET E OF THE CENTER LINE OF
 HK0524'GRAVEL ROAD.  THE MARK PROJECTS 4 INCHES.
 HK0524'
 HK0524'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 160 AND
 HK0524'STATE HIGHWAY 159 IN FORT GARLAND GO E AND NE ON U.S. HIGHWAY
 HK0524'160 FOR 6.1 MILES TO GATE ON LEFT SIDE OF ROAD AND A SMALL CANYON
 HK0524'LEADING NW AND N ALONG W SIDE OF RIDGE.  THIS POINT IS 0.15 MILE
 HK0524'SW OF MORTIMER RAILROAD SIDING AND T-ROAD RIGHT.  FROM HERE PACK
 HK0524'NW FOR ABOUT 150 YARDS NW TO S END OF RIDGE AND STATION.  IT IS
 HK0524'POSSIBLE TO DRIVE TO STATION BY PASSING THROUGH GATE, MENTIONED
 HK0524'ABOVE, AND FOLLOWING CANYON N TO THE N END OF RIDGE AND THEN
 HK0524'DOUBLING BACK S ON TOP OF RIDGE TO ITS S END.  HOWEVER, IT IS
 HK0524'ADVISABLE TO PACK LIGHT EQUIPMENT AS THERE IS NO ROAD AND
 HK0524'THE GOING IS ROUGH.
 HK0524'
 HK0524'SIGNALS SHOWN FROM THE GROUND AT TRINCHERA AND GARLAND ARE
 HK0524'VISIBLE AT THE GROUND.
 HK0524
 HK0524                          STATION RECOVERY (1967)
 HK0524
 HK0524'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 HK0524'RECOVERED AND FLY LEVEL ELEVATION ESTABLISHED, NOT
 HK0524'OCCUPIED HORIZONTALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI3572 ***********************************************************************
 AI3572  DESIGNATION -  MOSHER
 AI3572  PID         -  AI3572
 AI3572  STATE/COUNTY-  CO/BOULDER
 AI3572  USGS QUAD   -  ELDORADO SPRINGS (1994)
 AI3572
 AI3572                         *CURRENT SURVEY CONTROL
 AI3572  ___________________________________________________________________
 AI3572* NAD 83(1992)-  39 55 46.70560(N)    105 20 38.08860(W)     ADJUSTED  
 AI3572* NAVD 88     -      2277.1    (meters)    7471.     (feet)  GPS OBS   
 AI3572  ___________________________________________________________________
 AI3572  X           -  -1,296,457.203 (meters)                     COMP
 AI3572  Y           -  -4,724,818.601 (meters)                     COMP
 AI3572  Z           -   4,073,449.977 (meters)                     COMP
 AI3572  LAPLACE CORR-         -22.06  (seconds)                    DEFLEC99
 AI3572  ELLIP HEIGHT-        2262.31  (meters)          (12/03/02) GPS OBS
 AI3572  GEOID HEIGHT-         -14.71  (meters)                     GEOID03
 AI3572
 AI3572  HORZ ORDER  -  FIRST
 AI3572  ELLP ORDER  -  FOURTH    CLASS II
 AI3572
 AI3572.The horizontal coordinates were established by GPS observations
 AI3572.and adjusted by the National Geodetic Survey in February 2000..
 AI3572
 AI3572.The orthometric height was determined by GPS observations and a
 AI3572.high-resolution geoid model.
 AI3572
 AI3572.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI3572
 AI3572.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI3572
 AI3572.The ellipsoidal height was determined by GPS observations
 AI3572.and is referenced to NAD 83.
 AI3572
 AI3572.The geoid height was determined by GEOID03.
 AI3572
 AI3572;                    North         East     Units Scale Factor Converg.
 AI3572;SPC CO N     -   371,020.154   927,743.953   MT  0.99997246   +0 06 03.1
 AI3572;SPC CO N     - 1,217,255.29  3,043,773.29   sFT  0.99997246   +0 06 03.1
 AI3572;UTM  13      - 4,420,004.652   470,613.508   MT  0.99961063   -0 13 14.7
 AI3572
 AI3572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI3572!SPC CO N     -   0.99964522  x   0.99997246  =   0.99961769
 AI3572!UTM  13      -   0.99964522  x   0.99961063  =   0.99925598
 AI3572
 AI3572                          SUPERSEDED SURVEY CONTROL
 AI3572
 AI3572  ELLIP H (02/17/00) 2262.35   (m)                       GP(       ) 4 2
 AI3572
 AI3572.Superseded values are not recommended for survey control.
 AI3572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3572.See file dsdata.txt to determine how the superseded data were derived.
 AI3572
 AI3572_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE7061420005(NAD 83)
 AI3572_MARKER: DH = HORIZONTAL CONTROL DISK
 AI3572_SETTING: 66 = SET IN ROCK OUTCROP
 AI3572_STAMPING: MOSHER 1999
 AI3572_MARK LOGO: NGS   
 AI3572_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3572_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AI3572+STABILITY: POSITION/ELEVATION WELL
 AI3572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3572+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI3572
 AI3572  HISTORY     - Date     Condition        Report By
 AI3572  HISTORY     - 1999     MONUMENTED       NGS
 AI3572
 AI3572                          STATION DESCRIPTION
 AI3572
 AI3572'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI3572'THE STATION IS LOCATED ABOUT 8 MI (12.9 KM) SOUTHWEST OF BOULDER, 1.5
 AI3572'MI (2.4 KM) SOUTHEAST OF GROSS RESERVOIR AND 1.1 MI (1.8 KM) NORTH OF
 AI3572'THE BOULDER-JEFFERSON COUNTY LINE.  OWNERSHIP--RAILROAD RIGHT-OF-WAY
 AI3572'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 93 AND
 AI3572'STATE HIGHWAY 72, GO WESTERLY ON STATE HIGHWAY 72 FOR 7.3 MI (11.7 KM)
 AI3572'TO A SIDE ROAD RIGHT, CRESCENT PARK DRIVE.  TURN RIGHT, NORTH, ON
 AI3572'CRESCENT PARK DRIVE FOR 0.95 MI (1.53 KM) TO A T-INTERSECTION AND
 AI3572'GROSS DAM ROAD.  TURN RIGHT, EAST THAN NORTH, ON GROSS DAM ROAD WHICH
 AI3572'TURNS TO DIRT, FOR 1.5 MI (2.4 KM) TO THE BNSF RAILROAD TRACKS.  CROSS
 AI3572'THE TRACKS AND MAKE A SHARP LEFT, NORTHWEST, ALONG THE RAILROAD ACCESS
 AI3572'ROAD FOR ABOUT 100 M (328.1 FT) TO WHERE THE ROAD TURNS NORTH UP A
 AI3572'SMALL CUT TO AN EMPTY LOT AND THE STATION ON THE RIGHT.  DO NOT LEAVE
 AI3572'THE TRUCK ON RAILROAD RIGHT-OF-WAY
 AI3572'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF A
 AI3572'GRANITE OUTCROP MEASURING 1.2 M (3.9 FT) BY 3.7 M (12.1 FT) AND
 AI3572'PROJECTING 25 CM ABOVE THE GROUND.  IT IS 72.5 M (237.9 FT)
 AI3572'WEST-NORTHWEST FROM THE CENTER OF GROSS DAM ROAD, 16.9 M (55.4 FT)
 AI3572'EAST-NORTHEAST FROM A TELEPHONE POLE, 11.0 M (36.1 FT) NORTH-NORTHEAST
 AI3572'FROM THE NEAR NORTHERN RAIL, 6.5 M (21.3 FT) WEST FROM A POWER POLE,
 AI3572'4.0 M (13.1 FT) NORTHEAST FROM THE NORTHERN CUT FOR THE RAILROAD, 0.45
 AI3572'M (1.48 FT) SOUTHWEST FROM A WITNESS POST AND ABOUT 3.0 M (9.8 FT)
 AI3572'ABOVE THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0632 ***********************************************************************
 KL0632  DESIGNATION -  MOSQUITO ET
 KL0632  PID         -  KL0632
 KL0632  STATE/COUNTY-  CO/LAKE
 KL0632  USGS QUAD   -  CLIMAX (1994)
 KL0632
 KL0632                         *CURRENT SURVEY CONTROL
 KL0632  ___________________________________________________________________
 KL0632* NAD 83(1992)-  39 18 00.95165(N)    106 10 57.59777(W)     ADJUSTED  
 KL0632* NAVD 88     -      4202.6    (meters)   13788.     (feet)  VERTCON   
 KL0632  ___________________________________________________________________
 KL0632  LAPLACE CORR-           3.17  (seconds)                    DEFLEC99
 KL0632  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 KL0632
 KL0632  HORZ ORDER  -  THIRD
 KL0632
 KL0632.The horizontal coordinates were established by classical geodetic methods
 KL0632.and adjusted by the National Geodetic Survey in January 1993..
 KL0632
 KL0632.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0632
 KL0632.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0632
 KL0632.The geoid height was determined by GEOID03.
 KL0632
 KL0632;                    North         East     Units Scale Factor Converg.
 KL0632;SPC CO C     -   467,862.805   855,519.657   MT  0.99994194   -0 25 50.0
 KL0632;SPC CO C     - 1,534,979.89  2,806,817.41   sFT  0.99994194   -0 25 50.0
 KL0632;UTM  13      - 4,350,764.770   398,023.672   MT  0.99972804   -0 44 56.9
 KL0632
 KL0632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0632!SPC CO C     -   0.99934311  x   0.99994194  =   0.99928509
 KL0632!UTM  13      -   0.99934311  x   0.99972804  =   0.99907133
 KL0632
 KL0632:                Primary Azimuth Mark                     Grid Az
 KL0632:SPC CO C     -  MT BROSS ET                              059 15 31.6
 KL0632:UTM  13      -  MT BROSS ET                              059 34 38.5
 KL0632
 KL0632|---------------------------------------------------------------------|
 KL0632| PID    Reference Object                     Distance      Geod. Az  |
 KL0632|                                                           dddmmss.s |
 KL0632| KL0628 MT BROSS ET                         APPROX. 7.6 KM 0584941.6 |
 KL0632|---------------------------------------------------------------------|
 KL0632
 KL0632                          SUPERSEDED SURVEY CONTROL
 KL0632
 KL0632  NAD 83(1986)-  39 18 00.94455(N)    106 10 57.59951(W) AD(       ) 3
 KL0632  NAD 27      -  39 18 00.98564(N)    106 10 55.51923(W) AD(       ) 3
 KL0632  NGVD 29 (07/19/86) 4200.5    (m)        13781.     (f) VERT ANG       
 KL0632
 KL0632.Superseded values are not recommended for survey control.
 KL0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0632.See file dsdata.txt to determine how the superseded data were derived.
 KL0632
 KL0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD9802450765(NAD 83)
 KL0632
 KL0632  HISTORY     - Date     Condition        Report By
 KL0632  HISTORY     - 1964     MONUMENTED       USGS
 KL0632  HISTORY     - 1971     GOOD             USGS
 KL0632
 KL0632                          STATION DESCRIPTION
 KL0632
 KL0632'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 KL0632'STATION IS LOCATED ON A PROMINENT PEAK, ABOUT 2 MI. N. OF MOSQUITO
 KL0632'PASS AND ABOUT 12 MI. NE. OF LEADVILLE.  STATION CAN BE REACHED BY
 KL0632'RD. FROM LEADVILLE TO ALMA, TOP OF PASS, THENCE BY LEFT HAND RD. TO
 KL0632'WITHIN 0.5 MI. TO SUMMIT.
 KL0632'
 KL0632'REVISED DESCRIPTION FOLLOWS
 KL0632'
 KL0632'STATION LOCATED ON PARK-LAKE COUNTY LINE, ABOUT 5 MI. E. AND 4 MI.
 KL0632'N. OF LEADVILLE, ON THE HIGHEST POINT OF MOSQUITO PEAK.  REACHED BY
 KL0632'HELICOPTER.
 KL0632'
 KL0632'STATION MARK--STANDARD USGS ALUMINUM TABLET CEMENTED IN AN EMBEDDED
 KL0632'BOULDER, NOT STAMPED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0517 ***********************************************************************
 HK0517  DESIGNATION -  MOSS
 HK0517  PID         -  HK0517
 HK0517  STATE/COUNTY-  CO/CUSTER
 HK0517  USGS QUAD   -  DEVILS GULCH (1994)
 HK0517
 HK0517                         *CURRENT SURVEY CONTROL
 HK0517  ___________________________________________________________________
 HK0517* NAD 83(1992)-  37 58 43.47071(N)    105 21 49.90307(W)     ADJUSTED  
 HK0517* NAVD 88     -      2572.0    (meters)    8438.     (feet)  VERTCON   
 HK0517  ___________________________________________________________________
 HK0517  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 HK0517  GEOID HEIGHT-         -14.93  (meters)                     GEOID03
 HK0517
 HK0517  HORZ ORDER  -  THIRD
 HK0517
 HK0517.The horizontal coordinates were established by classical geodetic methods
 HK0517.and adjusted by the National Geodetic Survey in January 1993..
 HK0517
 HK0517.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0517
 HK0517.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0517
 HK0517.The geoid height was determined by GEOID03.
 HK0517
 HK0517;                    North         East     Units Scale Factor Converg.
 HK0517;SPC CO S     -   450,429.262   926,361.999   MT  0.99994857   +0 05 00.6
 HK0517;SPC CO S     - 1,477,783.34  3,039,239.33   sFT  0.99994857   +0 05 00.6
 HK0517;UTM  13      - 4,203,518.830   468,044.620   MT  0.99961258   -0 13 26.1
 HK0517
 HK0517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0517!SPC CO S     -   0.99959892  x   0.99994857  =   0.99954751
 HK0517!UTM  13      -   0.99959892  x   0.99961258  =   0.99921166
 HK0517
 HK0517:                Primary Azimuth Mark                     Grid Az
 HK0517:SPC CO S     -  WILMER                                   003 37 09.4
 HK0517:UTM  13      -  WILMER                                   003 55 36.1
 HK0517
 HK0517|---------------------------------------------------------------------|
 HK0517| PID    Reference Object                     Distance      Geod. Az  |
 HK0517|                                                           dddmmss.s |
 HK0517| JK1284 WILMER                              APPROX. 8.7 KM 0034210.0 |
 HK0517|---------------------------------------------------------------------|
 HK0517
 HK0517                          SUPERSEDED SURVEY CONTROL
 HK0517
 HK0517  NAD 83(1986)-  37 58 43.45780(N)    105 21 49.90222(W) AD(       ) 3
 HK0517  NAD 27      -  37 58 43.44341(N)    105 21 47.88170(W) AD(       ) 3
 HK0517  NGVD 29 (07/19/86) 2570.7    (m)         8434.     (f) VERT ANG       
 HK0517
 HK0517.Superseded values are not recommended for survey control.
 HK0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0517.See file dsdata.txt to determine how the superseded data were derived.
 HK0517
 HK0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC6804503519(NAD 83)
 HK0517
 HK0517  HISTORY     - Date     Condition        Report By
 HK0517  HISTORY     - 1953     MONUMENTED       USGS
 HK0517  HISTORY     - 1960     GOOD             USGS
 HK0517
 HK0517                          STATION DESCRIPTION
 HK0517
 HK0517'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 HK0517'STATION IS LOCATED ABOUT 12.0 MI. (AIRLINE) SSE. OF WESTCLIFFE, ON A
 HK0517'LOW OPEN TOP.
 HK0517'
 HK0517'TO REACH FROM THE POST OFFICE IN WESTCLIFFE, PROCEED S. ON STATE
 HK0517'HIGHWAY 69 FOR 13.0 MI. TO THE FIRST RD. JUNCTION W. AFTER CROSSING
 HK0517'FRONZE CREEK, THENCE RIGHT ON IMPROVED DIRT RD. FOR 1.5 MI. TO CURVE
 HK0517'S. IN RD. AFTER SWINGING THROUGH LOW HILLS AND ONTO TOP.  STATION IS
 HK0517'NW. ABOUT 400 FT. ON W. EDGE OF SMALL TOP.
 HK0517'
 HK0517'STATION MARK--STANDARD ALUMINUM TABLET, CEMENTED IN EMBEDDED ROCK
 HK0517'AND STAMPED ---MOSS 1953---.
 HK0517'
 HK0517'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3704 ***********************************************************************
 AA3704  DESIGNATION -  MOSTON
 AA3704  PID         -  AA3704
 AA3704  STATE/COUNTY-  CO/MESA
 AA3704  USGS QUAD   -  BITTER CREEK WELL (1970)
 AA3704
 AA3704                         *CURRENT SURVEY CONTROL
 AA3704  ___________________________________________________________________
 AA3704* NAD 83(1992)-  39 11 32.98859(N)    109 02 50.02641(W)     ADJUSTED  
 AA3704* NAVD 88     -      1470.5    (meters)    4824.     (feet)  GPS OBS   
 AA3704  ___________________________________________________________________
 AA3704  X           -  -1,615,738.520 (meters)                     COMP
 AA3704  Y           -  -4,679,909.928 (meters)                     COMP
 AA3704  Z           -   4,009,820.378 (meters)                     COMP
 AA3704  LAPLACE CORR-           4.76  (seconds)                    DEFLEC99
 AA3704  ELLIP HEIGHT-        1452.69  (meters)          (11/14/01) GPS OBS
 AA3704  GEOID HEIGHT-         -17.88  (meters)                     GEOID03
 AA3704
 AA3704  HORZ ORDER  -  B
 AA3704  ELLP ORDER  -  FOURTH    CLASS II
 AA3704
 AA3704.The horizontal coordinates were established by GPS observations
 AA3704.and adjusted by the National Geodetic Survey in April 1995..
 AA3704
 AA3704.The orthometric height was determined by GPS observations and a
 AA3704.high-resolution geoid model.
 AA3704
 AA3704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3704
 AA3704.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3704
 AA3704.The ellipsoidal height was determined by GPS observations
 AA3704.and is referenced to NAD 83.
 AA3704
 AA3704.The geoid height was determined by GEOID03.
 AA3704
 AA3704;                    North         East     Units Scale Factor Converg.
 AA3704;SPC CO C     -   461,659.679   608,049.556   MT  0.99993718   -2 14 13.9
 AA3704;SPC CO C     - 1,514,628.46  1,994,909.25   sFT  0.99993718   -2 14 13.9
 AA3704;UTM  12      - 4,339,954.966   668,641.330   MT  0.99995019   +1 14 03.5
 AA3704
 AA3704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3704!SPC CO C     -   0.99977214  x   0.99993718  =   0.99970933
 AA3704!UTM  12      -   0.99977214  x   0.99995019  =   0.99972234
 AA3704
 AA3704                          SUPERSEDED SURVEY CONTROL
 AA3704
 AA3704  ELLIP H (04/21/95) 1452.73   (m)                       GP(       ) 4 1
 AA3704
 AA3704.Superseded values are not recommended for survey control.
 AA3704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3704.See file dsdata.txt to determine how the superseded data were derived.
 AA3704
 AA3704_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ6864139955(NAD 83)
 AA3704_MARKER: DH = HORIZONTAL CONTROL DISK
 AA3704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3704_STAMPING: MOSTON 1994
 AA3704_MARK LOGO: NGS   
 AA3704_PROJECTION: FLUSH
 AA3704_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA3704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3704+STABILITY: SURFACE MOTION
 AA3704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3704+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005
 AA3704
 AA3704  HISTORY     - Date     Condition        Report By
 AA3704  HISTORY     - 1994     MONUMENTED       NGS
 AA3704  HISTORY     - 19980108 GOOD             CODOT
 AA3704  HISTORY     - 20050322 GOOD             GEOCAC
 AA3704
 AA3704                          STATION DESCRIPTION
 AA3704
 AA3704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RSC)
 AA3704'THE STATION IS LOCATED ABOUT 28 MI (45.1 KM) NORTHEAST OF CISCO, UTAH,
 AA3704'18 MI (29.0 KM) WEST-NORTHWEST OF FRUITA, CO. AND AT THE COLORADO-UTAH
 AA3704'STATE LINE, IN THE NORTHWEST 1/4 OF SECTION 18, T 9 S, R 104 W, AT
 AA3704'INTERSTATE HIGHWAY MILEPOST 0.2.  OWNERSHIP--COLORADO DEPT. OF
 AA3704'TRANSPORTATION RIGHT-OF-WAY. TO REACH THE STATION FROM THE STATE LINE
 AA3704'AND INTERSTATE 70, GO EAST ON THE INTERSTATE FOR 0.2 MI (0.3 KM) TO
 AA3704'THE FIRST CROSSOVER BETWEEN THE CENTER DIVIDERS AND TAKE THE CROSSOVER
 AA3704'IN THE CENTER DIVIDER TO THE STATION ON THE LEFT. THE STATION IS A
 AA3704'STANDARD DISK SET IN A CONCRETE POST 35 CM IN DIAMETER AND PROJECTING
 AA3704'10 CM ABOVE THE GROUND.  IT IS 72.1 M (236.5 FT) NORTH OF THE CENTER
 AA3704'LINE OF THE EASTBOUND INTERSTATE 70, 45.6 M (149.6 FT) WEST OF THE
 AA3704'CENTER OF DIRT CROSSOVER, 27.1 M (88.9 FT) SOUTH OF THE CENTER LINE OF
 AA3704'THE WESTBOUND INTERSTATE 70, 0.9 M (3.0 FT) SOUTH OF A WITNESS POST,
 AA3704'0.85 M (2.79 FT) WEST OF A WITNESS POST AND ABOUT THE SAME LEVEL AS
 AA3704'THE WEST BOUND LANES.
 AA3704
 AA3704                          STATION RECOVERY (1998)
 AA3704
 AA3704'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1998 (RSC)
 AA3704'RECOVERED AS DESCRIBED.
 AA3704
 AA3704                          STATION RECOVERY (2005)
 AA3704
 AA3704'RECOVERY NOTE BY GEOCACHING 2005 (BAB)
 AA3704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1401 ***********************************************************************
 JK1401  DESIGNATION -  MOTT
 JK1401  PID         -  JK1401
 JK1401  STATE/COUNTY-  CO/PUEBLO
 JK1401  USGS QUAD   -  VERDE SCHOOL (1970)
 JK1401
 JK1401                         *CURRENT SURVEY CONTROL
 JK1401  ___________________________________________________________________
 JK1401* NAD 83(1992)-  38 04 51.66770(N)    104 42 16.04221(W)     ADJUSTED  
 JK1401* NAVD 88     -      1630.5    (meters)    5349.     (feet)  GPS OBS   
 JK1401  ___________________________________________________________________
 JK1401  X           -  -1,276,312.929 (meters)                     COMP
 JK1401  Y           -  -4,863,474.430 (meters)                     COMP
 JK1401  Z           -   3,913,520.705 (meters)                     COMP
 JK1401  LAPLACE CORR-          -8.61  (seconds)                    DEFLEC99
 JK1401  ELLIP HEIGHT-        1611.90  (meters)          (12/03/02) GPS OBS
 JK1401  GEOID HEIGHT-         -18.60  (meters)                     GEOID03
 JK1401
 JK1401  HORZ ORDER  -  FIRST
 JK1401  ELLP ORDER  -  FOURTH    CLASS II
 JK1401
 JK1401.The horizontal coordinates were established by GPS observations
 JK1401.and adjusted by the National Geodetic Survey in August 1994..
 JK1401
 JK1401.The orthometric height was determined by GPS observations and a
 JK1401.high-resolution geoid model.
 JK1401
 JK1401.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK1401
 JK1401.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1401
 JK1401.The ellipsoidal height was determined by GPS observations
 JK1401.and is referenced to NAD 83.
 JK1401
 JK1401.The geoid height was determined by GEOID03.
 JK1401
 JK1401;                    North         East     Units Scale Factor Converg.
 JK1401;SPC CO S     -   462,069.639   984,195.449   MT  0.99995465   +0 29 16.7
 JK1401;SPC CO S     - 1,515,973.47  3,228,981.24   sFT  0.99995465   +0 29 16.7
 JK1401;UTM  13      - 4,214,845.518   525,919.413   MT  0.99960827   +0 10 56.2
 JK1401
 JK1401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1401!SPC CO S     -   0.99974714  x   0.99995465  =   0.99970180
 JK1401!UTM  13      -   0.99974714  x   0.99960827  =   0.99935551
 JK1401
 JK1401                          SUPERSEDED SURVEY CONTROL
 JK1401
 JK1401  ELLIP H (08/30/94) 1611.92   (m)                       GP(       ) 4 1
 JK1401
 JK1401.Superseded values are not recommended for survey control.
 JK1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1401.See file dsdata.txt to determine how the superseded data were derived.
 JK1401
 JK1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC2591914846(NAD 83)
 JK1401_MARKER: DH = HORIZONTAL CONTROL DISK
 JK1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK1401_SP_SET: CONCRETE POST
 JK1401_STAMPING: MOTT 1993
 JK1401_MARK LOGO: CODOT 
 JK1401_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK1401+STABILITY: SURFACE MOTION
 JK1401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK1401+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2004
 JK1401
 JK1401  HISTORY     - Date     Condition        Report By
 JK1401  HISTORY     - 1993     MONUMENTED       CODOT
 JK1401  HISTORY     - 19960221 GOOD             MSAM
 JK1401  HISTORY     - 20040229 GOOD             USPSQD
 JK1401
 JK1401                          STATION DESCRIPTION
 JK1401
 JK1401'DESCRIBED BY COLORADO DEPARTMENT OF TRANSPORTATION 1993
 JK1401'STATION IS LOCATED ABOUT 15 MI (24.1 KM) SOUTHWEST OF PUEBLO AND 11 MI
 JK1401'(17.7 KM) NORTHEAST OF COLORADO CITY IN SEC 6, T 23 S, R 65 W OF THE
 JK1401'6TH PM. OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION RIGHT OF WAY
 JK1401'TO REACH THE STATION FROM PUEBLO, GO SOUTH ALONG I-25 TO EXIT 83, THEN
 JK1401'WEST TO FRONTAGE ROAD, THEN NORTH ALONG FRONTAGE ROAD 0.6 MI
 JK1401'(1.0 KM)  TO THE STATION ON THE LEFT AT MILEPOST 84.5.
 JK1401'STATION MARK IS AN NGS BRASS HORIZONTAL CONTROL DISK SET INTO A
 JK1401'CONCRETE POST SET FLUSH WITH THE GROUND 9.7 M (31.8 FT) WEST OF
 JK1401'CENTERLINE OF FRONTAGE ROAD, 4.4 M (14.4 FT) NORTHEAST OF A POWER
 JK1401'POLE AND 0.7 M (2.3 FT) EAST OF WITNESS POST IN FENCE.
 JK1401
 JK1401                          STATION RECOVERY (1996)
 JK1401
 JK1401'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1996 (KCH)
 JK1401'RECOVERED AS DESCRIBED.
 JK1401
 JK1401                          STATION RECOVERY (2004)
 JK1401
 JK1401'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 JK1401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC8634 ***********************************************************************
 AC8634  DESIGNATION -  MOULAND
 AC8634  PID         -  AC8634
 AC8634  STATE/COUNTY-  CO/PITKIN
 AC8634  USGS QUAD   -  INDEPENDENCE PASS (1994)
 AC8634
 AC8634                         *CURRENT SURVEY CONTROL
 AC8634  ___________________________________________________________________
 AC8634* NAD 83(1992)-  39 04 12.43983(N)    106 30 57.34053(W)     ADJUSTED  
 AC8634* NAVD 88     -      3132.6    (meters)   10278.     (feet)  GPS OBS   
 AC8634  ___________________________________________________________________
 AC8634  X           -  -1,410,278.765 (meters)                     COMP
 AC8634  Y           -  -4,756,165.634 (meters)                     COMP
 AC8634  Z           -   4,000,329.997 (meters)                     COMP
 AC8634  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 AC8634  ELLIP HEIGHT-        3119.50  (meters)          (12/03/02) GPS OBS
 AC8634  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 AC8634
 AC8634  HORZ ORDER  -  FIRST
 AC8634  ELLP ORDER  -  FOURTH    CLASS II
 AC8634
 AC8634.The horizontal coordinates were established by GPS observations
 AC8634.and adjusted by the National Geodetic Survey in May 1997..
 AC8634
 AC8634.The orthometric height was determined by GPS observations and a
 AC8634.high-resolution geoid model.
 AC8634
 AC8634.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC8634
 AC8634.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC8634
 AC8634.The ellipsoidal height was determined by GPS observations
 AC8634.and is referenced to NAD 83.
 AC8634
 AC8634.The geoid height was determined by GEOID03.
 AC8634
 AC8634;                    North         East     Units Scale Factor Converg.
 AC8634;SPC CO C     -   442,584.564   826,490.033   MT  0.99993605   -0 38 26.6
 AC8634;SPC CO C     - 1,452,046.19  2,711,576.05   sFT  0.99993605   -0 38 26.6
 AC8634;UTM  13      - 4,325,651.732   368,859.628   MT  0.99981176   -0 57 20.1
 AC8634
 AC8634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC8634!SPC CO C     -   0.99951081  x   0.99993605  =   0.99944689
 AC8634!UTM  13      -   0.99951081  x   0.99981176  =   0.99932266
 AC8634
 AC8634                          SUPERSEDED SURVEY CONTROL
 AC8634
 AC8634  ELLIP H (05/14/97) 3119.48   (m)                       GP(       ) 3 2
 AC8634
 AC8634.Superseded values are not recommended for survey control.
 AC8634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC8634.See file dsdata.txt to determine how the superseded data were derived.
 AC8634
 AC8634_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD6886025652(NAD 83)
 AC8634_MARKER: DH = HORIZONTAL CONTROL DISK
 AC8634_SETTING: 80 = SET IN A BOULDER
 AC8634_STAMPING: MOULAND 1995
 AC8634_MARK LOGO: NGS   
 AC8634_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC8634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC8634+STABILITY: SURFACE MOTION
 AC8634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC8634+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC8634
 AC8634  HISTORY     - Date     Condition        Report By
 AC8634  HISTORY     - 1995     MONUMENTED       NGS
 AC8634
 AC8634                          STATION DESCRIPTION
 AC8634
 AC8634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RSC)
 AC8634'THE STATION IS LOCATED ABOUT 6.5 MI (10.5 KM) WEST OF TWIN LAKES, 5.0
 AC8634'MI (8.0 KM) NORTHEAST OF MOUNT ELBERT AND 0.6 MI (1.0 KM) NORTHWEST OF
 AC8634'THE OLD TOWN OF EVERETT, IN THE NORTHEAST 1/4 OF SECTION 26, T 11 S, R
 AC8634'82 W, AT STATE HIGHWAY 82 MILEPOST 69.95.  OWNERSHIP--U.  S. FOREST
 AC8634'SERVICE. TO REACH THE STATION FROM THE POST OFFICE AND STORE IN TWIN
 AC8634'LAKES ON STATE HIGHWAY 82, GO WEST ON STATE HIGHWAY 82 FOR 8.85 MI
 AC8634'(14.24 KM) TO THE STATION ON THE LEFT IN AN OPEN AREA WHERE SEVERAL
 AC8634'LARGE PILES OF ROCKS ARE LOCATED.  THIS AREA IS AT THE BOTTOM OF TWO
 AC8634'AVALANCHE SHOOTS ON THE NORTH AND SOUTH SIDES OF THE ROAD. THE STATION
 AC8634'IS A STANDARD DISK SET IN A DRILL HOLE IN THE TOP OF A 1.3 M (4.3 FT)
 AC8634'BY 2.4 M (7.9 FT) PARTIALLY EXPOSED BOULDER PROJECTING ABOUT 0.9 M
 AC8634'(3.0 FT) ABOVE THE GROUND.  IT IS 17.8 M (58.4 FT) SOUTH OF THE CENTER
 AC8634'LINE OF STATE HIGHWAY 82, 9.5 M (31.2 FT) NORTHEAST OF THE CENTER OF A
 AC8634'DIRT ROAD LEADING TO A LARGE PILE OF ROCKS, 3.0 M (9.8 FT) SOUTH OF
 AC8634'THE EDGE OF A SMALL ROAD CUT, 0.9 M (3.0 FT) SOUTH-SOUTHEAST OF A
 AC8634'WITNESS POST AND ABOUT 30 CM ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0637 ***********************************************************************
 KL0637  DESIGNATION -  MOUNT ELBERT
 KL0637  PID         -  KL0637
 KL0637  STATE/COUNTY-  CO/LAKE
 KL0637  USGS QUAD   -  MOUNT ELBERT (1979)
 KL0637
 KL0637                         *CURRENT SURVEY CONTROL
 KL0637  ___________________________________________________________________
 KL0637* NAD 83(1992)-  39 07 03.90271(N)    106 26 43.29022(W)     ADJUSTED  
 KL0637* NAVD 88     -      4401.2    (meters)   14440.     (feet)  VERTCON   
 KL0637  ___________________________________________________________________
 KL0637  LAPLACE CORR-          -7.16  (seconds)                    DEFLEC99
 KL0637  GEOID HEIGHT-         -13.26  (meters)                     GEOID03
 KL0637
 KL0637  HORZ ORDER  -  FIRST
 KL0637
 KL0637.The horizontal coordinates were established by classical geodetic methods
 KL0637.and adjusted by the National Geodetic Survey in January 1993..
 KL0637
 KL0637.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0637
 KL0637.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0637
 KL0637.The geoid height was determined by GEOID03.
 KL0637
 KL0637;                    North         East     Units Scale Factor Converg.
 KL0637;SPC CO C     -   447,805.616   832,651.451   MT  0.99993595   -0 35 46.4
 KL0637;SPC CO C     - 1,469,175.59  2,731,790.64   sFT  0.99993595   -0 35 46.4
 KL0637;UTM  13      - 4,330,838.100   375,048.857   MT  0.99979224   -0 54 43.3
 KL0637
 KL0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0637!SPC CO C     -   0.99931203  x   0.99993595  =   0.99924803
 KL0637!UTM  13      -   0.99931203  x   0.99979224  =   0.99910441
 KL0637
 KL0637|---------------------------------------------------------------------|
 KL0637| PID    Reference Object                     Distance      Geod. Az  |
 KL0637|                                                           dddmmss.s |
 KL0637| CM7679 MOUNT ELBERT RM 1                    21.578 METERS 03544     |
 KL0637| JL0654 BUFFALO PEAK                        APPROX.31.0 KM 1164005.4 |
 KL0637| JL0664 MOUNT HARVARD CAIRN                 APPROX.24.0 KM 1531634.0 |
 KL0637| JL0665 MOUNT YALE                          APPROX.32.4 KM 1592306.0 |
 KL0637| CM7680 MOUNT ELBERT RM 2                    10.236 METERS 19212     |
 KL0637| CM7677 MOUNT ELBERT AZ MK                                 1994848.5 |
 KL0637| CM7678 MOUNT ELBERT RM                                    26425     |
 KL0637| KL0688 CAPITOL PK                          APPROX.55.2 KM 2735648.7 |
 KL0637| KL0640 MOUNT MASSIVE CAIRN                 APPROX. 8.2 KM 3411722.6 |
 KL0637| KL0647 MOUNT OF THE HOLY CROSS CAIRN       APPROX.38.9 KM 3552317.3 |
 KL0637| KL0638 GALENA MTN                          APPROX.13.8 KM 3560104.8 |
 KL0637|---------------------------------------------------------------------|
 KL0637
 KL0637                          SUPERSEDED SURVEY CONTROL
 KL0637
 KL0637  NAD 83(1986)-  39 07 03.89548(N)    106 26 43.29358(W) AD(       ) 1
 KL0637  NAD 27      -  39 07 03.92600(N)    106 26 41.19800(W) AD(       ) 1
 KL0637  NGVD 29 (07/19/86) 4399.2    (m)        14433.     (f) VERT ANG       
 KL0637
 KL0637.Superseded values are not recommended for survey control.
 KL0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0637.See file dsdata.txt to determine how the superseded data were derived.
 KL0637
 KL0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD7504930838(NAD 83)
 KL0637_MARKER: B = BOLT
 KL0637_SETTING: 80 = SET IN A BOULDER
 KL0637_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 KL0637
 KL0637  HISTORY     - Date     Condition        Report By
 KL0637  HISTORY     - 1894     MONUMENTED       CGS
 KL0637  HISTORY     - 1935     GOOD             CGS
 KL0637  HISTORY     - 1953     GOOD             CGS
 KL0637
 KL0637                          STATION DESCRIPTION
 KL0637
 KL0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (PAW)
 KL0637'ON THE SUMMIT OF MOUNT ELBERT, ABOUT 7 MILES BY TRAIL FROM
 KL0637'THE TOWN OF TWIN LAKES (ALSO CALLED DAYTON).  THE STATION
 KL0637'IS MARKED BY A COPPER BOLT LEADED INTO A DRILL HOLE IN A
 KL0637'LARGE SURFACE ROCK.  IT IS ALSO MARKED, 5 INCHES ABOVE THE
 KL0637'BOLT, BY A DRILL HOLE IN A ROCK EMBEDDED IN A 5-INCH LAYER
 KL0637'OF MASONRY BUILT BETWEEN THE BASES OF THE THREE SMALL BRICK
 KL0637'PIERS USED IN MOUNTING THE INSTRUMENT.  AT A DISTANCE OF
 KL0637'5 FEET IN EACH OF THE DIRECTIONS NORTH, EAST, SOUTH, A ND
 KL0637'WEST IS A REFERENCE STONE MARKED WITH A DRILL HOLE.  THE
 KL0637'STATION IS NEARLY SURROUNDED BY A SQUARE ROCK WALL.
 KL0637
 KL0637                          STATION RECOVERY (1935)
 KL0637
 KL0637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935
 KL0637'STATION IS LOCATED ON THE SUMMIT OF MOUNT ELBERT, ABOUT 7
 KL0637'MILES AIRLINE FROM THE VILLAGE OF TWIN LAKES.  THE STATION
 KL0637'CONSISTS OF A HALF-INCH COPPER BOLT SET IN A BOULDER AND
 KL0637'HELD IN PLACE BY LEAD.  IT IS ABOUT 10 METERS NORTH-NORTHEAST
 KL0637'OF A CIRCULAR ROCK WALL ABOUT 12 FEET IN DIAMETER.  THE ENTIRE
 KL0637'STATION STATION HILL CONSISTS OF LOOSE BOULDERS AND THERE
 KL0637'IS NO VEGETATION OF ANY KIND ON IT.  THE STATION WAS RECOVERED
 KL0637'IN GOOD CONDITION.
 KL0637'
 KL0637'REFERENCE MARK NO. 1 IS NORTH OF THE STATION.
 KL0637'IT IS A NEW MARK AND IS STAMPED MOUNT ELBERT
 KL0637'1935.
 KL0637'
 KL0637'REFERENCE MARK NO. 2 IS SOUTH OF THE STATION.
 KL0637'IT IS A NEW MARK AND IS STAMPED MOUNT ELBERT
 KL0637'1935.
 KL0637'
 KL0637'AZIMUTH MARK IS SOUTH OF THE STATION ABOUT MIDWAY DOWN THE
 KL0637'ROCKY SLOPE THAT LEADS TO SOUTH ELBERT AND IS ACCORDING TO
 KL0637'NOTE 12A.  IT IS BY A LARGE ROCK CAIRN, IS A NEW MARK AND
 KL0637'IS STAMPED MOUNT ELBERT 1935.
 KL0637'
 KL0637'FOR THE BEST ROUTE TO THE SUMMIT, THE FOREST RANGER IN LEADVILLE
 KL0637'FOR SOME RELIABLE RESIDENT IN TWIN LAKES SHOULD BE CONSULTED.
 KL0637'
 KL0637'THIS STATION WAS NOT RE-MARKED AS TO DO SO WOULD REQUIRE THE
 KL0637'REMOVAL OF A LEAST A CUBIC YARD OF LOOSE ROCK AND AN EXTRA
 KL0637'PACK TRAIN TO CARRY UP BUILDING MATERIAL.  AT THIS SEASON
 KL0637'OF THE YEAR PACK ANIMALS ARE VERY DIFFICULT TO OBTAIN.
 KL0637'
 KL0637'DUE TO THEIR LOCATION, IT WAS IMPRACTICAL TO MEASURE BETWEEN
 KL0637'REFERENCE MARKS.
 KL0637
 KL0637                          STATION RECOVERY (1953)
 KL0637
 KL0637'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KL0637'THE STATION MARK, REFERENCE MARK NO. 1, REFERENCE MARK NO.
 KL0637'2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION.
 KL0637'A NEW AND COMPLETE DESCRIPTION FOLLOWS.
 KL0637'
 KL0637'THE STATION IS LOCATED ON THE SUMMIT OF MOUNT ELBERT, ABOUT
 KL0637'7 MILES NORTHWEST OF THE SMALL VILLAGE OF TWIN LAKES, 30
 KL0637'FEET NORTHEAST OF A CIRCLE OF ROCKS ABOUT 12 FEET IN DIAMETER
 KL0637'AND ABOUT 2 FEET HIGH.  THE STATION IS MARKED BY A COPPER
 KL0637'BOLT 1/2 INCH IN DIAMETER THAT IS LEADED IN A DRILL HOLE
 KL0637'IN A LARGE BOULDER AND PROJECTING 1 INCH.
 KL0637'
 KL0637'REFERENCE MARK NO. 1 IS IN THE CENTER OF A NORTH-SOUTH RIDGE
 KL0637'ABOUT 3-1/2 FEET BELOW STATION ELEVATION, SET FLUSH IN A DRILL
 KL0637'HOLE IN OUTCROPPING BEDROCK AND IS STAMPED MT ELBERT NO 1
 KL0637'1935.
 KL0637'
 KL0637'REFERENCE MARK NO. 2 IS 12 FEET EAST OF A CIRCLE OF ROCKS,
 KL0637'SET FLUSH IN A DRILL HOLE IN OUTCROPPING BEDROCK ABOUT 2 FEET
 KL0637'BELOW STATION ELEVATION AND IS STAMPED MT ELBERT NO 2 1935.
 KL0637'
 KL0637'THE AZIMUTH MARK IS ABOUT MIDWAY DOWN THE ROCKY SLOPE THAT
 KL0637'LEADS TO SOUTH ELBERT, 7 FEET NORTHEAST OF A CAIRN, SET FLUSH
 KL0637'IN A DRILL HOLE IN OUTCROPPING BEDROCK AND IS STAMPED MT ELBERT
 KL0637'1935.
 KL0637'
 KL0637'TO REACH THE STATION FROM THE POST OFFICE IN LEADVILLE,
 KL0637'(JEEP TRAVEL), GO SOUTH ON U.S. 24 FOR 4.1 MILES TO A GRAVELED
 KL0637'ROAD RIGHT AND SIGN TROUT HATCHERY, TURN RIGHT AND FOLLOW
 KL0637'GRAVELED ROAD WEST FOR 0.8 MILE TO A SIDE ROAD LEFT AND
 KL0637'SIGN HALF MOON PICNIC GROUNDS, HERE TURN LEFT AND GO SOUTH
 KL0637'FOR 1.2 MILES TO A POINT WHERE THE MAIN ROAD TURNS RIGHT AND
 KL0637'A TRACK ROAD CONTINUES STRAIGHT AHEAD, LEAVE THE MAIN ROAD
 KL0637'AND FOLLOW THE TRACK ROAD FOR 0.6 MILE TO A GATE, PASS THROUGH
 KL0637'THE GATE AND FOLLOW A FENCE LINE FOR 0.1 MILE TO A FORK,
 KL0637'KEEP THE RIGHT FORK FOR 0.4 MILE TO A GATE, PASS THROUGH
 KL0637'GATE AND FOLLOW A TRACK ROAD FOR 2.3 MILES TO A FORK, HERE
 KL0637'CONTINUE STRAIGHT AHEAD ON THE MAIN TRACK ROAD FOR 1.2
 KL0637'MILES TO A FORK AND A TRIANGLE BLAZED 8 INCH PINE TREE,
 KL0637'KEEP THE RIGHT FORK FOR 1.6 MILES TO A PLANK ROAD ACROSS
 KL0637'A SWAMP AND AN OLD BRICK KILN ON THE LEFT, CROSS THE
 KL0637'PLANK ROAD THROUGH A SMALL STREAM FOR 1.1 MILES TO
 KL0637'FORK AND A TRIANGLE BLAZED SMALL PINE TREE, KEEP THE RIGHT
 KL0637'FORK FOR 0.7 MILE TO A CLEARING, PASS THROUGH THE
 KL0637'CLEARING AND FOLLOW A BLAZED TRAIL TRACK FOR ABOUT 100 FEET
 KL0637'TO T JUNCTION WITH ANOTHER TRACK ROAD, HERE TURN RIGHT
 KL0637'AND GO 0.1 MILE TO A CLEARING, BEAR LEFT DOWN AN INCLINE
 KL0637'AND CROSS A SMALL STREAM, CONTINUE UP THROUGH THE TIMBER
 KL0637'FOR 0.1 MILE ON A TRACK ROAD TO A CLEARING, TURN RIGHT
 KL0637'AND FOLLOW ALONG THE TIMBER LINE THROUGH STUMPS AND DOWN
 KL0637'TIMBER FOR ABOUT 0.25 MILE TO A TRIANGLE BLAZED PINE
 KL0637'TREE, HERE FOLLOW BLAZES FOR 1.0 MILE TO AN OLD LARGE TREE THAT
 KL0637'LEANS OVER THE ROAD, PASS UNDER THE TREE AND CONTINUE AHEAD
 KL0637'FOR 0.1 MILE TO A SIGN MT ELBERT 2-WATER 1/2 IN, HERE
 KL0637'FOLLOW A TRAIL MARKED BY CAIRNS FOR 0.8 MILE ALONG AN EAST-WEST
 KL0637'RIDGE TO A SADDLE AND A ROCKY KNOLL.  THIS IS THE END OF JEEP
 KL0637'TRAVEL.  FROM THIS POINT PACK ON A WELL MARKED TRAIL TO
 KL0637'THE SUMMIT OF MOUNT ELBERT AND THE STATION AS DESCRIBED.
 KL0637'THIS IS A 2-1/2 HOUR PACK.
 KL0637'
 KL0637'TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTH DOWN THE
 KL0637'RIDGE TOWARD SOUTH ELBERT FOR ABOUT 0.5 MILE TO A LARGE CAIRN
 KL0637'AND THE AZIMUTH MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0664 ***********************************************************************
 JL0664  DESIGNATION -  MOUNT HARVARD CAIRN
 JL0664  PID         -  JL0664
 JL0664  STATE/COUNTY-  CO/CHAFFEE
 JL0664  USGS QUAD   -  MOUNT HARVARD (1982)
 JL0664
 JL0664                         *CURRENT SURVEY CONTROL
 JL0664  ___________________________________________________________________
 JL0664* NAD 83(1992)-  38 55 27.90140(N)    106 19 14.84778(W)     ADJUSTED  
 JL0664* NAVD 88     -                                                        
 JL0664  ___________________________________________________________________
 JL0664  LAPLACE CORR-          -2.72  (seconds)                    DEFLEC99
 JL0664  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 JL0664
 JL0664  HORZ ORDER  -  THIRD
 JL0664
 JL0664.The horizontal coordinates were established by classical geodetic methods
 JL0664.and adjusted by the National Geodetic Survey in January 1993..
 JL0664
 JL0664
 JL0664.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0664
 JL0664.The geoid height was determined by GEOID03.
 JL0664
 JL0664;                    North         East     Units Scale Factor Converg.
 JL0664;SPC CO C     -   426,240.015   843,229.261   MT  0.99994064   -0 31 03.6
 JL0664;SPC CO C     - 1,398,422.45  2,766,494.67   sFT  0.99994064   -0 31 03.6
 JL0664;UTM  13      - 4,309,218.334   385,506.649   MT  0.99976142   -0 49 47.8
 JL0664
 JL0664                          SUPERSEDED SURVEY CONTROL
 JL0664
 JL0664  NAD 83(1986)-  38 55 27.89463(N)    106 19 14.84498(W) AD(       ) 4
 JL0664  NAD 27      -  38 55 27.91100(N)    106 19 12.76100(W) AD(       ) 3
 JL0664
 JL0664.Superseded values are not recommended for survey control.
 JL0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0664.See file dsdata.txt to determine how the superseded data were derived.
 JL0664
 JL0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD8550709218(NAD 83)
 JL0664_MARKER: 72 = CAIRN
 JL0664
 JL0664  HISTORY     - Date     Condition        Report By
 JL0664  HISTORY     - 1894     FIRST OBSERVED   CGS
 JL0664
 JL0664                          STATION DESCRIPTION
 JL0664
 JL0664'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0640 ***********************************************************************
 KL0640  DESIGNATION -  MOUNT MASSIVE CAIRN
 KL0640  PID         -  KL0640
 KL0640  STATE/COUNTY-  CO/LAKE
 KL0640  USGS QUAD   -  MOUNT MASSIVE (1994)
 KL0640
 KL0640                         *CURRENT SURVEY CONTROL
 KL0640  ___________________________________________________________________
 KL0640* NAD 83(1992)-  39 11 14.87205(N)    106 28 32.51804(W)     ADJUSTED  
 KL0640* NAVD 88     -                                                        
 KL0640  ___________________________________________________________________
 KL0640  LAPLACE CORR-          -4.32  (seconds)                    DEFLEC99
 KL0640  GEOID HEIGHT-         -13.09  (meters)                     GEOID03
 KL0640
 KL0640  HORZ ORDER  -  THIRD
 KL0640
 KL0640.The horizontal coordinates were established by classical geodetic methods
 KL0640.and adjusted by the National Geodetic Survey in January 1993..
 KL0640
 KL0640
 KL0640.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0640
 KL0640.The geoid height was determined by GEOID03.
 KL0640
 KL0640;                    North         East     Units Scale Factor Converg.
 KL0640;SPC CO C     -   455,571.922   830,110.907   MT  0.99993704   -0 36 55.3
 KL0640;SPC CO C     - 1,494,655.55  2,723,455.53   sFT  0.99993704   -0 36 55.3
 KL0640;UTM  13      - 4,338,617.230   372,551.601   MT  0.99980000   -0 55 57.2
 KL0640
 KL0640                          SUPERSEDED SURVEY CONTROL
 KL0640
 KL0640  NAD 83(1986)-  39 11 14.86537(N)    106 28 32.51371(W) AD(       ) 4
 KL0640  NAD 27      -  39 11 14.89000(N)    106 28 30.37000(W) AD(       ) 3
 KL0640
 KL0640.Superseded values are not recommended for survey control.
 KL0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0640.See file dsdata.txt to determine how the superseded data were derived.
 KL0640
 KL0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD7255238617(NAD 83)
 KL0640_MARKER: 72 = CAIRN
 KL0640
 KL0640  HISTORY     - Date     Condition        Report By
 KL0640  HISTORY     - 1894     FIRST OBSERVED   CGS
 KL0640
 KL0640                          STATION DESCRIPTION
 KL0640
 KL0640'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0647 ***********************************************************************
 KL0647  DESIGNATION -  MOUNT OF THE HOLY CROSS CAIRN
 KL0647  PID         -  KL0647
 KL0647  STATE/COUNTY-  CO/EAGLE
 KL0647  USGS QUAD   -  MOUNT OF THE HOLY CROSS (1987)
 KL0647
 KL0647                         *CURRENT SURVEY CONTROL
 KL0647  ___________________________________________________________________
 KL0647* NAD 83(1992)-  39 28 00.63254(N)    106 28 54.07978(W)     ADJUSTED  
 KL0647* NAVD 88     -                                                        
 KL0647  ___________________________________________________________________
 KL0647  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 KL0647  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 KL0647
 KL0647  HORZ ORDER  -  THIRD
 KL0647
 KL0647.The horizontal coordinates were established by classical geodetic methods
 KL0647.and adjusted by the National Geodetic Survey in January 1993..
 KL0647
 KL0647
 KL0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0647
 KL0647.The geoid height was determined by GEOID03.
 KL0647
 KL0647;                    North         East     Units Scale Factor Converg.
 KL0647;SPC CO C     -   486,590.989   829,928.650   MT  0.99995625   -0 37 08.9
 KL0647;SPC CO C     - 1,596,423.94  2,722,857.58   sFT  0.99995625   -0 37 08.9
 KL0647;UTM  13      - 4,369,632.343   372,542.587   MT  0.99980002   -0 56 31.0
 KL0647
 KL0647                          SUPERSEDED SURVEY CONTROL
 KL0647
 KL0647  NAD 83(1986)-  39 28 00.63228(N)    106 28 54.07417(W) AD(       ) 4
 KL0647  NAD 27      -  39 28 00.68000(N)    106 28 51.90000(W) AD(       ) 3
 KL0647
 KL0647.Superseded values are not recommended for survey control.
 KL0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0647.See file dsdata.txt to determine how the superseded data were derived.
 KL0647
 KL0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD7254369632(NAD 83)
 KL0647_MARKER: 72 = CAIRN
 KL0647
 KL0647  HISTORY     - Date     Condition        Report By
 KL0647  HISTORY     - 1893     FIRST OBSERVED   CGS
 KL0647
 KL0647                          STATION DESCRIPTION
 KL0647
 KL0647'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0672 ***********************************************************************
 JL0672  DESIGNATION -  MOUNT OURAY RESET
 JL0672  PID         -  JL0672
 JL0672  STATE/COUNTY-  CO/CHAFFEE
 JL0672  USGS QUAD   -  MOUNT OURAY (1994)
 JL0672
 JL0672                         *CURRENT SURVEY CONTROL
 JL0672  ___________________________________________________________________
 JL0672* NAD 83(1992)-  38 25 21.78404(N)    106 13 29.09075(W)     ADJUSTED  
 JL0672* NAVD 88     -      4255.4    (meters)   13961.     (feet)  VERTCON   
 JL0672  ___________________________________________________________________
 JL0672  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 JL0672  GEOID HEIGHT-         -14.38  (meters)                     GEOID03
 JL0672
 JL0672  HORZ ORDER  -  THIRD
 JL0672
 JL0672.The horizontal coordinates were established by classical geodetic methods
 JL0672.and adjusted by the National Geodetic Survey in January 1993..
 JL0672
 JL0672.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0672
 JL0672.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0672
 JL0672.The geoid height was determined by GEOID03.
 JL0672
 JL0672;                    North         East     Units Scale Factor Converg.
 JL0672;SPC CO C     -   370,479.533   851,112.936   MT  1.00000548   -0 27 25.5
 JL0672;SPC CO C     - 1,215,481.60  2,792,359.69   sFT  1.00000548   -0 27 25.5
 JL0672;SPC CO S     -   499,945.958   851,113.368   MT  0.99999808   -0 26 40.4
 JL0672;SPC CO S     - 1,640,239.36  2,792,361.11   sFT  0.99999808   -0 26 40.4
 JL0672;UTM  13      - 4,253,428.306   393,088.743   MT  0.99974076   -0 45 40.3
 JL0672
 JL0672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0672!SPC CO C     -   0.99933500  x   1.00000548  =   0.99934048
 JL0672!SPC CO S     -   0.99933500  x   0.99999808  =   0.99933308
 JL0672!UTM  13      -   0.99933500  x   0.99974076  =   0.99907593
 JL0672
 JL0672|---------------------------------------------------------------------|
 JL0672| PID    Reference Object                     Distance      Geod. Az  |
 JL0672|                                                           dddmmss.s |
 JL0672| CM7686 MOUNT OURAY RM 2                     15.209 METERS 01532     |
 JL0672| JL0657 SALIDA BRICK STACK AT SMELTER       APPROX.22.7 KM 0503131.7 |
 JL0672| JK1306 HUNTS PEAK                          APPROX.24.7 KM 1000834.6 |
 JL0672| JK1302 RITO ALTO CAIRN                     APPROX.46.8 KM 1184257.1 |
 JL0672| CM7685 MOUNT OURAY RM 1                      9.459 METERS 13537     |
 JL0672| HK0514 SIERRA BLANCA PEAK                                 1450523.9 |
 JL0672| JL0670 ANTERO CAIRN                        APPROX.10.9 KM 1770406.1 |
 JL0672| CM7684 MOUNT OURAY AZ MK                                  1814705.9 |
 JL0672| JL0665 MOUNT YALE                          APPROX.47.4 KM 3503659.7 |
 JL0672| JL0659 MOUNT SHAVANO                       APPROX.21.8 KM 3564025.3 |
 JL0672|---------------------------------------------------------------------|
 JL0672
 JL0672                          SUPERSEDED SURVEY CONTROL
 JL0672
 JL0672  NAD 83(1986)-  38 25 21.77635(N)    106 13 29.09973(W) AD(       ) 3
 JL0672  NAD 27      -  38 25 21.77700(N)    106 13 27.01800(W) AD(       ) 3
 JL0672  NGVD 29 (07/19/86) 4253.5    (m)        13955.     (f) VERT ANG       
 JL0672
 JL0672.Superseded values are not recommended for survey control.
 JL0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0672.See file dsdata.txt to determine how the superseded data were derived.
 JL0672
 JL0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC9308953428(NAD 83)
 JL0672_MARKER: B = BOLT
 JL0672_SETTING: 0 = UNSPECIFIED SETTING
 JL0672
 JL0672  HISTORY     - Date     Condition        Report By
 JL0672  HISTORY     - 1894     MONUMENTED       CGS
 JL0672  HISTORY     - 1935     SEE DESCRIPTION  CGS
 JL0672  HISTORY     - 1943     SEE DESCRIPTION  CGS
 JL0672  HISTORY     - 1957     SEE DESCRIPTION  USGS
 JL0672  HISTORY     - 1959     GOOD             USGS
 JL0672
 JL0672                          STATION DESCRIPTION
 JL0672
 JL0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1894 (WE)
 JL0672'ON THE GREAT CONTINENTAL DIVIDE ON THE SUMMIT OF MOUNT OURAY,
 JL0672'ABOUT 4 KILOMETERS IN A NORTHEASTERLY DIRECTION FROM MARSHALL
 JL0672'PASS, A STATION ON THE DENVER AND RIO GRANDE RAILROAD.  THE
 JL0672'STATION IS MARKED BY A CROSS IN A COPPER BOLT SET IN THE SOLID
 JL0672'SURFACE ROCK.  IT IS ALSO MARKED BY A DRILL HOLE FILLED WITH
 JL0672'CHARCOAL AND PLASTER OF PARIS IN A BRICK EMBEDDED IN THE TOP OF
 JL0672'A BRICK AND CONCRETE PIER BUILT ABOVE THE LOWER MARK.  THE
 JL0672'STATION IS SURROUNDED BY A RING WALL OF LOOSE STONES 4 FEET
 JL0672'HIGH WITH AN INNER DIAMETER OF 11 FEET.  FOUR REFERENCE MARKS,
 JL0672'EACH CONSISTING OF A BRICK SET ON END AND MARKED WITH A DRILL
 JL0672'HOLE FILLED WITH PLASTER OF PARIS, ARE JUST OUTSIDE THE WALL
 JL0672'AT THE FOLLOWING DISTANCES AND BEARINGS FROM THE
 JL0672'STATION--2.75 METERS (9.0 FEET), S 05 DEG 31 MIN W.  2.80 METERS
 JL0672'(9.2 FEET) N 83 DEG 14 MIN W.  2.74 METERS (9.0 FEET), N 06 DEG 11
 JL0672'MIN E.  AND 2.73 METERS (9.0 FEET), S 84 DEG 06 MIN E.
 JL0672'MOUNT OURAY LATITUDE STATION, MARKED BY A BRICK AND CONCRETE
 JL0672'PIER, IS 20.514 METERS (67.30 FEET) DISTANT N 08 DEG 23 MIN E.
 JL0672
 JL0672                          STATION RECOVERY (1935)
 JL0672
 JL0672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (WRP)
 JL0672'THE STATION OF 1894 WAS RECOVERED.  A REVISED DESCRIPTION
 JL0672'OF THE STATION FOLLOWS--
 JL0672'
 JL0672'THE STATION IS LOCATED ON THE HIGHEST POINT OF MOUNT OURAY,
 JL0672'A VERY PROMINENT PEAK ON THE CONTINENTAL DIVIDE.  IT IS ABOUT
 JL0672'2-1/2 MILES NORTHEAST OF MARSHALL PASS, A STATION ON THE GUNNISON
 JL0672'BRANCH OF THE DENVER AND RIO GRANDE WESTERN RAILROAD, AND 15
 JL0672'MILES SOUTHWEST OF SALIDA, A TOWN ON THE ARKANSAS RIVER AND THE
 JL0672'MAIN LINE OF THE DENVER AND RIO GRANDE WESTERN RAILROAD.  THE
 JL0672'STATION IS ON COCHETOPA NATIONAL FOREST LAND AND VERY NEARLY
 JL0672'ONT HE LINE BETWEEN SAGUACHE AND CHAFFEE COUNTIES.  (THE
 JL0672'FOREST SERVICE MAP OF THIS REGION SHOWS THE PEAK IN CHAFFEE
 JL0672'COUNTY.) THE STATION IS IN THE NORTHWEST QUARTER OF T. 48
 JL0672'N., R. 7 E.
 JL0672'
 JL0672'THE ORIGINAL BOLT WITH A CROSS CUT IN ITS TOP WAS RECOVERED
 JL0672'AND A STANDARD STATION DISK STAMPED MOUNT OURAY 1894 WAS
 JL0672'SET IN AN IRON PIPE FILLED WITH CONCRETE.  THIS PIPE IN TURN WAS
 JL0672'SET IN CONCRETE BETWEEN THE MASONRY PIERS WHICH WERE ORIGINALLY
 JL0672'USED TO SUPPORT THE INSTRUMENT, AND WAS SET DIRECTLY OVER THE
 JL0672'ORIGINAL MARK.
 JL0672'
 JL0672'NONE OF THE ORIGINAL REFERENCE MARKS WERE RECOVERED.  THE
 JL0672'LATITUDE PIER, MENTIONED IN THE ORIGINAL DESCRIPTION, HAS BEEN
 JL0672'OVERTURNED AND MOVED FROM ITS ORIGINAL POSITION.
 JL0672'
 JL0672'REFERENCE MARK NO. 1, STAMPED MOUNT OURAY 1935, AND SET,
 JL0672'IS SOUTHEAST OF THE STATION.
 JL0672'
 JL0672'REFERENCE MARK NO. 2, STAMPED MOUNT OURAY 1935, AND SET,
 JL0672'IS NORTH BY EAST OF THE STATION.
 JL0672'
 JL0672'NO AZIMUTH MARK WAS SET FOR THIS STATION.  HOWEVER, THE ROCK
 JL0672'CAIRN ON ANTERO MOUNTAIN, A PROMINENT PEAK ABOUT 7 MILES SOUTH
 JL0672'OF THE STATION, AND THE LARGE STACK AT THE OLD A.S. AND R. CO.
 JL0672'SMELTER ABOUT 2 MILES NORTH OF SALIDA ARE BOTH CLEARLY VISIBLE
 JL0672'FROM THE STATION AND SHOULD BE SATISFACTORY FOR AZIMUTH MARKS
 JL0672'FOR THIS STATION
 JL0672'
 JL0672'A 4-FOOT STAND WILL CLEAR ALL LINES FROM THIS STATION.
 JL0672'
 JL0672'TO REACH THE STATION FROM MARSHALL PASS RANGER STATION ABOUT 1/4
 JL0672'MILE EAST OF THE RAILROAD DEPOT IN MARSHALL PASS GO NORTHWEST
 JL0672'FROM THE RANGER STATION ABOUT 200 YARDS TO THE NORTHWEST CORNER
 JL0672'OF A FENCED-IN PLOT OF GROUND.  HERE WILL BE FOUND A TREE WITH
 JL0672'TRAIL SIGN ON IT.  FROM THIS POINT FOLLOW DIM TRAIL EAST
 JL0672'ACROSS CLEARING ABOUT 1/4 MILE TO A POINT WHERE THE TRAIL
 JL0672'BECOMES PLAIN AS IT ENTERS THE TIMBER.  CONTINUE EAST ON TRAIL,
 JL0672'CROSSING A SMALL VALLEY IN WHICH THERE ARE SEVERAL SMALL
 JL0672'STREAMS OF WATER.  THEN CONTINUE EAST ON TRAIL THROUGH TIMBER
 JL0672'AND FINALLY OUT OF TIMBER ON THE EAST SLOPE OF THE MOUNTAIN.
 JL0672'THEN FOLLOW PLAIN TRAIL IN A GENERALLY WESTERLY DIRECTION UP
 JL0672'STEEP SLOPE OF MOUNTAIN TO ITS SUMMIT AND STATION.  2-1/2
 JL0672'HOURS WERE REQUIRED TO MAKE THE PACK LIGHT.  IF HEAVY
 JL0672'PACKS ARE CARRIED, THE 5 MILE TRIP AND 3200 FOOT CLIMB WILL
 JL0672'TAKE ABOUT 4 HOURS.  THE PEAK MAY BE SCALED BY GOING ABOUT
 JL0672'1/2 MILE EAST FROM THE RANGER STATION AND THEN GOING NORTH
 JL0672'UP STEEP ROCKY SLOPE TO THE STATION.  THIS ROUTE IS ABOUT 2
 JL0672'MILES SHORTER THAN THE TRAIL BUT IT IS MUCH ROUGHER GOING.
 JL0672'
 JL0672'ALL SUPPLIES AT SALIDA, WATER AT WELL 100 YARDS NORTHWEST OF
 JL0672'RANGER STATION.
 JL0672'
 JL0672'MARSHALL PASS MAY BE REACHED FROM SALIDA BY DENVER AND RIO GRANDE
 JL0672'WESTERN RAILROAD OR BY TRAVELING THE DIRT ROAD FROM MEARS JUNCTION
 JL0672'WHICH FOLLOWS THE RAILROAD TO SHIRLEY AND THEN GOES UP PONCHA
 JL0672'CREEK, LEAVING THE RAILROAD ABOUT A MILE ABOVE SHIRLEY, TO
 JL0672'MARSHALL PASS.  THIS ROAD WAS BARELY PASSABLE AT THE TIME THE
 JL0672'STATION WAS OCCUPIED.  IT WOULD BE ADVISABLE TO INQUIRE AT
 JL0672'THE FOREST SERVICE OFFICE IN SALIDA CONCERNING THE CONDITION OF
 JL0672'THE ROAD BEFORE IT IS TRAVELED.
 JL0672
 JL0672                          STATION RECOVERY (1943)
 JL0672
 JL0672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (RED)
 JL0672'THE MONUMENT AND BASE MARK HAVE EITHER BEEN STRUCK BY LIGHTNING
 JL0672'OR OTHERWISE, FOR SAID MARKING HAS BEEN DESTROYED.
 JL0672
 JL0672                          STATION RECOVERY (1957)
 JL0672
 JL0672'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 JL0672'STATION DESTROYED.  IT IS LOCATED ABOUT 12 MILES (AIRLINE SW
 JL0672'OF SALIDA, COLORADO, 2.6 MILES NNW OF MARSHALL PASS, ON THE
 JL0672'HIGHEST POINT OF MOUNT OURAY, A VERY PROMINENT PEAK ON THE
 JL0672'CONTINENTAL DIVIDE AND IN T48N, R7E.
 JL0672'
 JL0672'TO REACH FROM MARSHALL PASS BY PACKING N UP ALONG THE CONTINENTAL
 JL0672'DIVIDE 1.8 MILES TO A TOP.  THENCE E ALONG RIDGE TO TOP, A TOTAL
 JL0672'PACK TIME OF 3-1/4 HOURS.  MARSHALL PASS CAN BE EASILY REACHED
 JL0672'VIA ROAD FROM SALIDA, COLORADO.  STATION ALSO REACHED VIA
 JL0672'HELICOPTER.
 JL0672
 JL0672                          STATION RECOVERY (1959)
 JL0672
 JL0672'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 JL0672'STATION MARK--A CROSS IN A COPPER BOLT, LEADED IN A DRILL HOLE IN
 JL0672'A SOLID SURFACE ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0661 ***********************************************************************
 JL0661  DESIGNATION -  MOUNT PRINCETON CAIRN
 JL0661  PID         -  JL0661
 JL0661  STATE/COUNTY-  CO/CHAFFEE
 JL0661  USGS QUAD   -  MOUNT ANTERO (1983)
 JL0661
 JL0661                         *CURRENT SURVEY CONTROL
 JL0661  ___________________________________________________________________
 JL0661* NAD 83(1992)-  38 44 57.17054(N)    106 14 32.60479(W)     ADJUSTED  
 JL0661* NAVD 88     -                                                        
 JL0661  ___________________________________________________________________
 JL0661  LAPLACE CORR-          -9.77  (seconds)                    DEFLEC99
 JL0661  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 JL0661
 JL0661  HORZ ORDER  -  THIRD
 JL0661
 JL0661.The horizontal coordinates were established by classical geodetic methods
 JL0661.and adjusted by the National Geodetic Survey in January 1993..
 JL0661
 JL0661
 JL0661.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0661
 JL0661.The geoid height was determined by GEOID03.
 JL0661
 JL0661;                    North         East     Units Scale Factor Converg.
 JL0661;SPC CO C     -   406,733.507   849,868.476   MT  0.99995465   -0 28 05.6
 JL0661;SPC CO C     - 1,334,424.85  2,788,276.83   sFT  0.99995465   -0 28 05.6
 JL0661;UTM  13      - 4,289,679.894   392,038.667   MT  0.99974353   -0 46 39.7
 JL0661
 JL0661                          SUPERSEDED SURVEY CONTROL
 JL0661
 JL0661  NAD 83(1986)-  38 44 57.16346(N)    106 14 32.60258(W) AD(       ) 4
 JL0661  NAD 27      -  38 44 57.14000(N)    106 14 30.77000(W) AD(       ) 3
 JL0661
 JL0661.Superseded values are not recommended for survey control.
 JL0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0661.See file dsdata.txt to determine how the superseded data were derived.
 JL0661
 JL0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC9203989680(NAD 83)
 JL0661_MARKER: 72 = CAIRN
 JL0661
 JL0661  HISTORY     - Date     Condition        Report By
 JL0661  HISTORY     - 1894     FIRST OBSERVED   CGS
 JL0661
 JL0661                          STATION DESCRIPTION
 JL0661
 JL0661'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0824 ***********************************************************************
 JL0824  DESIGNATION -  MOUNT SNEFFLES WM CAIRN
 JL0824  PID         -  JL0824
 JL0824  STATE/COUNTY-  CO/OURAY
 JL0824  USGS QUAD   -  MOUNT SNEFFELS (1983)
 JL0824
 JL0824                         *CURRENT SURVEY CONTROL
 JL0824  ___________________________________________________________________
 JL0824* NAD 83(1992)-  38 00 13.80242(N)    107 47 32.35909(W)     ADJUSTED  
 JL0824* NAVD 88     -      4313.9    (meters)   14153.     (feet)  VERTCON   
 JL0824  ___________________________________________________________________
 JL0824  LAPLACE CORR-           5.78  (seconds)                    DEFLEC99
 JL0824  GEOID HEIGHT-         -15.83  (meters)                     GEOID03
 JL0824
 JL0824  HORZ ORDER  -  SECOND
 JL0824
 JL0824.The horizontal coordinates were established by classical geodetic methods
 JL0824.and adjusted by the National Geodetic Survey in January 1993..
 JL0824
 JL0824.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0824
 JL0824.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0824
 JL0824.The geoid height was determined by GEOID03.
 JL0824
 JL0824;                    North         East     Units Scale Factor Converg.
 JL0824;SPC CO S     -   455,675.647   713,102.351   MT  0.99994977   -1 24 21.8
 JL0824;SPC CO S     - 1,494,995.85  2,339,569.96   sFT  0.99994977   -1 24 21.8
 JL0824;UTM  13      - 4,209,920.451   254,830.665   MT  1.00034037   -1 43 12.5
 JL0824
 JL0824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0824!SPC CO S     -   0.99932603  x   0.99994977  =   0.99927583
 JL0824!UTM  13      -   0.99932603  x   1.00034037  =   0.99966617
 JL0824
 JL0824                          SUPERSEDED SURVEY CONTROL
 JL0824
 JL0824  NAD 83(1986)-  38 00 13.79462(N)    107 47 32.34989(W) AD(       ) 2
 JL0824  NAD 27      -  38 00 13.66000(N)    107 47 30.04000(W) AD(       ) 2
 JL0824  NGVD 29 (07/19/86) 4312.0    (m)        14147.     (f) VERT ANG       
 JL0824
 JL0824.Superseded values are not recommended for survey control.
 JL0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0824.See file dsdata.txt to determine how the superseded data were derived.
 JL0824
 JL0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC5483109920(NAD 83)
 JL0824_MARKER: Z = SEE DESCRIPTION
 JL0824_SETTING: 0 = UNSPECIFIED SETTING
 JL0824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JL0824
 JL0824  HISTORY     - Date     Condition        Report By
 JL0824  HISTORY     - 1895     MONUMENTED       CGS
 JL0824  HISTORY     - 1933     SEE DESCRIPTION  CGS
 JL0824
 JL0824                          STATION DESCRIPTION
 JL0824
 JL0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (DGL)
 JL0824'ORIGINAL DESCRIPTION--(BY U.S. GEOLOGICAL SURVEY) STATION MARK
 JL0824'AND SIGNAL--STAKE IN CENTER OF CAIRN 4 FEET IN DIAMETER AT
 JL0824'BASE AND FIVE FEET HIGH.
 JL0824'
 JL0824'THIS IS AN ACCURATE DESCRIPTION.
 JL0824'
 JL0824'DESCRIPTION OF RE-ESTABLISHED STATION--THE STATION OCCUPIES,
 JL0824'AS NEAR AS POSSIBLE THE EXACT LOCATION OF THE OLD CAIRN, WITH
 JL0824'BRONZE TABLET IN ALMOST THE SAME POSITION AS STAKE IN OLD CAIRN.
 JL0824'STATION MARK AND SIGNAL--STANDARD BRONZE BENCH MARK TABLET OF
 JL0824'SAN JUAN MOUNTAINEERS SURVEY SET IN MASONRY CAIRN ABOUT TWO
 JL0824'FEET HIGH AND TWO FEET IN DIAMETER AT BASE.
 JL0824'
 JL0824'BENCH MARK NUMBER (STAMPED) DGL.3, 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0516 ***********************************************************************
 HL0516  DESIGNATION -  MOUNTAIN
 HL0516  PID         -  HL0516
 HL0516  STATE/COUNTY-  CO/ARCHULETA
 HL0516  USGS QUAD   -  CHROMO (1984)
 HL0516
 HL0516                         *CURRENT SURVEY CONTROL
 HL0516  ___________________________________________________________________
 HL0516* NAD 83(1992)-  37 05 51.80649(N)    106 49 40.65076(W)     ADJUSTED  
 HL0516* NAVD 88     -      2679.0    (meters)    8789.     (feet)  VERTCON   
 HL0516  ___________________________________________________________________
 HL0516  LAPLACE CORR-          12.17  (seconds)                    DEFLEC99
 HL0516  GEOID HEIGHT-         -16.96  (meters)                     GEOID03
 HL0516
 HL0516  HORZ ORDER  -  THIRD
 HL0516
 HL0516.The horizontal coordinates were established by classical geodetic methods
 HL0516.and adjusted by the National Geodetic Survey in December 1993..
 HL0516
 HL0516.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0516
 HL0516.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0516
 HL0516.The geoid height was determined by GEOID03.
 HL0516
 HL0516;                    North         East     Units Scale Factor Converg.
 HL0516;SPC CO S     -   353,480.584   796,350.209   MT  1.00002738   -0 48 52.3
 HL0516;SPC CO S     - 1,159,710.88  2,612,692.31   sFT  1.00002738   -0 48 52.3
 HL0516;UTM  13      - 4,107,276.615   337,556.245   MT  0.99992508   -1 06 10.2
 HL0516
 HL0516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0516!SPC CO S     -   0.99958242  x   1.00002738  =   0.99960979
 HL0516!UTM  13      -   0.99958242  x   0.99992508  =   0.99950753
 HL0516
 HL0516:                Primary Azimuth Mark                     Grid Az
 HL0516:SPC CO S     -  SIMMS                                    212 10 22.0
 HL0516:UTM  13      -  SIMMS                                    212 27 39.9
 HL0516
 HL0516|---------------------------------------------------------------------|
 HL0516| PID    Reference Object                     Distance      Geod. Az  |
 HL0516|                                                           dddmmss.s |
 HL0516| HL0517 SIMMS                               APPROX. 5.5 KM 2112129.7 |
 HL0516|---------------------------------------------------------------------|
 HL0516
 HL0516                          SUPERSEDED SURVEY CONTROL
 HL0516
 HL0516  NAD 83(1992)-  37 05 51.80672(N)    106 49 40.65140(W) AD(       ) 3
 HL0516  NAD 83(1986)-  37 05 51.80589(N)    106 49 40.65466(W) AD(       ) 3
 HL0516  NAD 27      -  37 05 51.77625(N)    106 49 38.52686(W) AD(       ) 3
 HL0516  NGVD 29 (07/19/86) 2677.6    (m)         8785.     (f) VERT ANG       
 HL0516
 HL0516.Superseded values are not recommended for survey control.
 HL0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0516.See file dsdata.txt to determine how the superseded data were derived.
 HL0516
 HL0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB3755607277(NAD 83)
 HL0516_MARKER: DD = SURVEY DISK
 HL0516_SETTING: 66 = SET IN ROCK OUTCROP
 HL0516_SP_SET: SET IN ROCK OUTCROP
 HL0516_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0516+STABILITY: POSITION/ELEVATION WELL
 HL0516
 HL0516  HISTORY     - Date     Condition        Report By
 HL0516  HISTORY     - 1946     MONUMENTED       USGS
 HL0516  HISTORY     - 1954     GOOD             USGS
 HL0516
 HL0516                          STATION DESCRIPTION
 HL0516
 HL0516'DESCRIBED BY US GEOLOGICAL SURVEY 1946
 HL0516'STATION IS LOCATED 4 MI. N. OF THE SETTLEMENT OF CHROMO, IN SEC. 15,
 HL0516'T 33 N, R 1 E.
 HL0516'
 HL0516'TO REACH FROM CHROMO POST OFFICE, FOLLOW U.S. HIGHWAY 84 NW. FOR 3.9
 HL0516'MI. TO A GATE IN THE FENCE N. OF THE HIGHWAY (THIS GATE IS 0.4 MI.
 HL0516'E. OF BENCHMARK ---10 AV 1954---).  GO THRU GATE AND FOLLOW ROCKY
 HL0516'TRAIL UP STEEP SLOPE.  FOLLOW SIGNS MARKED ---CENTER STOCK DRIVEWAY---
 HL0516'FOR 2.0 MI. NE. UP THE HILL TO A GROUP OF LARGE ASPENS.  STATION IS
 HL0516'APPROXIMATELY 50 YDS. W. OF HERE ON A FLAT TOP ABOUT 1000 FT. SW.
 HL0516'OF THE HIGHEST POINT OF THE HILL.  (NOTE--THIS IS STRICKLY A 4 WHEEL
 HL0516'JEEP TRAIL FROM THE HIGHWAY)
 HL0516
 HL0516                          STATION RECOVERY (1954)
 HL0516
 HL0516'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 (GRS)
 HL0516'STATION MARK--STANDARD TABLET, SET IN LARGE ROCK, STAMPED
 HL0516'---V-MOUNTAIN 1946---.
 HL0516'
 HL0516'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0812 ***********************************************************************
 JL0812  DESIGNATION -  MOUNTAIN ST TT CO MICROWAVE 29
 JL0812  PID         -  JL0812
 JL0812  STATE/COUNTY-  CO/GUNNISON
 JL0812  USGS QUAD   -  CURECANTI NEEDLE (1982)
 JL0812
 JL0812                         *CURRENT SURVEY CONTROL
 JL0812  ___________________________________________________________________
 JL0812* NAD 83(1992)-  38 23 48.89041(N)    107 25 49.52468(W)     ADJUSTED  
 JL0812* NAVD 88     -      2841.     (meters)    9321.     (feet)  SCALED    
 JL0812  ___________________________________________________________________
 JL0812  LAPLACE CORR-           5.64  (seconds)                    DEFLEC99
 JL0812  GEOID HEIGHT-         -14.93  (meters)                     GEOID03
 JL0812
 JL0812  HORZ ORDER  -  SECOND
 JL0812
 JL0812.The horizontal coordinates were established by classical geodetic methods
 JL0812.and adjusted by the National Geodetic Survey in January 1993..
 JL0812
 JL0812.The orthometric height was scaled from a topographic map.
 JL0812
 JL0812.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0812
 JL0812.The geoid height was determined by GEOID03.
 JL0812
 JL0812;                    North         East     Units Scale Factor Converg.
 JL0812;SPC CO C     -   369,154.381   745,776.770   MT  1.00001086   -1 13 03.0
 JL0812;SPC CO C     - 1,211,134.00  2,446,769.29   sFT  1.00001086   -1 13 03.0
 JL0812;SPC CO S     -   498,578.568   745,779.001   MT  0.99999356   -1 11 02.7
 JL0812;SPC CO S     - 1,635,753.19  2,446,776.61   sFT  0.99999356   -1 11 02.7
 JL0812;UTM  13      - 4,252,651.844   287,755.842   MT  1.00015480   -1 30 36.4
 JL0812
 JL0812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0812!SPC CO C     -   0.99955682  x   1.00001086  =   0.99956768
 JL0812!SPC CO S     -   0.99955682  x   0.99999356  =   0.99955039
 JL0812!UTM  13      -   0.99955682  x   1.00015480  =   0.99971156
 JL0812
 JL0812                          SUPERSEDED SURVEY CONTROL
 JL0812
 JL0812  NAD 83(1986)-  38 23 48.87606(N)    107 25 49.52527(W) AD(       ) 2
 JL0812  NAD 27      -  38 23 48.92500(N)    107 25 47.31200(W) AD(       ) 2
 JL0812
 JL0812.Superseded values are not recommended for survey control.
 JL0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0812.See file dsdata.txt to determine how the superseded data were derived.
 JL0812
 JL0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC8775652652(NAD 83)
 JL0812_MARKER: 44 = MICROWAVE MAST
 JL0812
 JL0812  HISTORY     - Date     Condition        Report By
 JL0812  HISTORY     - 1958     FIRST OBSERVED   CGS
 JL0812
 JL0812                          STATION DESCRIPTION
 JL0812
 JL0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 JL0812'LOCATED ABOUT 31 MILES WEST-SOUTHWEST OF GUNNISON, 23 MILES
 JL0812'EAST-SOUTHEAST OF MONTROSE AND 0.7 MILE NORTH OF U.S. HIGHWAY
 JL0812'50.  A TRAVERSE WAS MADE TO TRIANGULATION STATION FITZ THE
 JL0812'DISTANCE BEING 22.718 METERS OR (74.53 FEET) WEST OF THE
 JL0812'STATION.
 JL0812'
 JL0812'THE STRUCTURE IS COMPOSED OF A FOUR LEGGED GALVANIZED STEEL
 JL0812'FRAME HAVING FOUR REFLECTORS, NO LIGHTS, WITH AN OVERALL
 JL0812'HEIGHT OF 75 FEET.
 JL0812'
 JL0812'THE TRAVERSE CONNECTION WAS MADE TO THE DETERMINED CENTER
 JL0812'OF THE BASE OF THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0829 ***********************************************************************
 JL0829  DESIGNATION -  MOUNTAIN ST TT CO MICROWAVE 33
 JL0829  PID         -  JL0829
 JL0829  STATE/COUNTY-  CO/OURAY
 JL0829  USGS QUAD   -  HORSEFLY PEAK (1982)
 JL0829
 JL0829                         *CURRENT SURVEY CONTROL
 JL0829  ___________________________________________________________________
 JL0829* NAD 83(1992)-  38 10 13.07210(N)    107 54 01.37649(W)     ADJUSTED  
 JL0829* NAVD 88     -                                                        
 JL0829  ___________________________________________________________________
 JL0829  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 JL0829  GEOID HEIGHT-         -16.16  (meters)                     GEOID03
 JL0829
 JL0829  HORZ ORDER  -  THIRD
 JL0829
 JL0829.The horizontal coordinates were established by classical geodetic methods
 JL0829.and adjusted by the National Geodetic Survey in January 1993..
 JL0829
 JL0829
 JL0829.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0829
 JL0829.The geoid height was determined by GEOID03.
 JL0829
 JL0829;                    North         East     Units Scale Factor Converg.
 JL0829;SPC CO S     -   474,384.252   704,089.845   MT  0.99996256   -1 28 20.4
 JL0829;SPC CO S     - 1,556,375.67  2,310,001.43   sFT  0.99996256   -1 28 20.4
 JL0829;UTM  13      - 4,228,686.445   245,918.305   MT  1.00039515   -1 47 36.2
 JL0829
 JL0829                          SUPERSEDED SURVEY CONTROL
 JL0829
 JL0829  NAD 83(1986)-  38 10 13.06209(N)    107 54 01.36527(W) AD(       ) 4
 JL0829  NAD 27      -  38 10 13.10300(N)    107 53 59.13900(W) AD(       ) 3
 JL0829
 JL0829.Superseded values are not recommended for survey control.
 JL0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0829.See file dsdata.txt to determine how the superseded data were derived.
 JL0829
 JL0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC4591828686(NAD 83)
 JL0829_MARKER: 42 = RADIO/TV MAST
 JL0829
 JL0829  HISTORY     - Date     Condition        Report By
 JL0829  HISTORY     - 1958     FIRST OBSERVED   CGS
 JL0829
 JL0829                          STATION DESCRIPTION
 JL0829
 JL0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (OSR)
 JL0829'LOCATED ABOUT 22 MILES SOUTH-SOUTHWEST OF MONTROSE ON A
 JL0829'SMALL KNOLL KNOWN LOCALLY AS LOG HILL.  THE STRUCTURE IS
 JL0829'COMPOSED OF TWO GALVANIZED STEEL FRAME TOWERS FORMING AN
 JL0829'H-FRAME HAVING TWO REFLECTORS, NO LIGHTS AND AN OVERALL HEIGHT
 JL0829'OF 125 FEET.  POINT OBSERVED WAS THE CENTER OF THE STRUCTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE4312 ***********************************************************************
 AE4312  DESIGNATION -  MOUNTS
 AE4312  PID         -  AE4312
 AE4312  STATE/COUNTY-  CO/EL PASO
 AE4312  USGS QUAD   -  HANOVER (1975)
 AE4312
 AE4312                         *CURRENT SURVEY CONTROL
 AE4312  ___________________________________________________________________
 AE4312* NAD 83(1992)-  38 37 19.43331(N)    104 26 29.66132(W)     ADJUSTED  
 AE4312* NAVD 88     -      1645.3    (meters)    5398.     (feet)  GPS OBS   
 AE4312  ___________________________________________________________________
 AE4312  X           -  -1,244,691.901 (meters)                     COMP
 AE4312  Y           -  -4,833,193.441 (meters)                     COMP
 AE4312  Z           -   3,960,639.777 (meters)                     COMP
 AE4312  LAPLACE CORR-          -5.48  (seconds)                    DEFLEC99
 AE4312  ELLIP HEIGHT-        1626.11  (meters)          (12/03/02) GPS OBS
 AE4312  GEOID HEIGHT-         -19.26  (meters)                     GEOID03
 AE4312
 AE4312  HORZ ORDER  -  FIRST
 AE4312  ELLP ORDER  -  FOURTH    CLASS II
 AE4312
 AE4312.The horizontal coordinates were established by GPS observations
 AE4312.and adjusted by the National Geodetic Survey in October 1997..
 AE4312
 AE4312.The orthometric height was determined by GPS observations and a
 AE4312.high-resolution geoid model.
 AE4312
 AE4312.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE4312
 AE4312.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE4312
 AE4312.The ellipsoidal height was determined by GPS observations
 AE4312.and is referenced to NAD 83.
 AE4312
 AE4312.The geoid height was determined by GEOID03.
 AE4312
 AE4312;                    North         East     Units Scale Factor Converg.
 AE4312;SPC CO C     -   392,892.510 1,006,570.556   MT  0.99997063   +0 40 03.1
 AE4312;SPC CO C     - 1,289,014.84  3,302,390.23   sFT  0.99997063   +0 40 03.1
 AE4312;UTM  13      - 4,274,985.937   548,611.565   MT  0.99962910   +0 20 54.8
 AE4312
 AE4312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE4312!SPC CO C     -   0.99974492  x   0.99997063  =   0.99971556
 AE4312!UTM  13      -   0.99974492  x   0.99962910  =   0.99937412
 AE4312
 AE4312                          SUPERSEDED SURVEY CONTROL
 AE4312
 AE4312  ELLIP H (10/31/97) 1626.11   (m)                       GP(       ) 4 1
 AE4312
 AE4312.Superseded values are not recommended for survey control.
 AE4312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE4312.See file dsdata.txt to determine how the superseded data were derived.
 AE4312
 AE4312_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC4861274986(NAD 83)
 AE4312_MARKER: DH = HORIZONTAL CONTROL DISK
 AE4312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE4312_STAMPING: MOUNTS 1996
 AE4312_MARK LOGO: NGS   
 AE4312_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AE4312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE4312+STABILITY: SURFACE MOTION
 AE4312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4312+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4312
 AE4312  HISTORY     - Date     Condition        Report By
 AE4312  HISTORY     - 1996     MONUMENTED       NGS
 AE4312
 AE4312                          STATION DESCRIPTION
 AE4312
 AE4312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (RSC)
 AE4312'THE STATION IS LOCATED ABOUT 15 MI (24.1 KM) SOUTH-SOUTHWEST OF
 AE4312'ELLICOTT, 14 MI (22.5 KM) EAST-SOUTHEAST OF FOUNTAIN AND 7 MI (11.3
 AE4312'KM) NORTH OF THE EL PASO-PUEBLO COUNTY LINE, IN THE SOUTHWEST 1/4 OF
 AE4312'SECTION 27, T 16 S, R 63 W.  OWNERSHIP--COUNTY ROAD RIGHT-OF-WAY  TO
 AE4312'REACH THE STATION FROM THE INTERSECTION OF PEYTON HIGHWAY AND POWERS
 AE4312'ROAD, 15 MI (24.1 KM) SOUTH OF STATE HIGHWAY 94, GO EAST ON POWERS
 AE4312'ROAD FOR 1.0 MI (1.6 KM) TO THE STATION IN THE NORTHEAST CORNER OF THE
 AE4312'INTERSECTION OF DEMMLER ROAD  THE STATION IS A STANDARD DISK SET IN
 AE4312'THE TOP OF A 50 CM ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS
 AE4312'15.0 M (49.2 FT) NORTH FROM THE CENTER OF POWERS ROAD, 9.1 M (29.9 FT)
 AE4312'EAST FROM THE CENTER OF DEMMLER ROAD, 5.2 M (17.1 FT) NORTHWEST FROM A
 AE4312'FENCE CORNER, 2.35 M (7.71 FT) WEST FROM A BOARD FENCE AND SIGN FOR
 AE4312'THE FOXX SPRINGS RANCH, 0.7 M (2.3 FT) NORTH-NORTHEAST FROM A WITNESS
 AE4312'POST AND ABOUT LEVEL WITH THE ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0606 ***********************************************************************
 HL0606  DESIGNATION -  MP 230+11.50
 HL0606  PID         -  HL0606
 HL0606  STATE/COUNTY-  CO/ARCHULETA
 HL0606  USGS QUAD   -  PAGOSA JUNCTION (1984)
 HL0606
 HL0606                         *CURRENT SURVEY CONTROL
 HL0606  ___________________________________________________________________
 HL0606* NAD 83(1992)-  37 00 00.08441(N)    107 13 38.48466(W)     ADJUSTED  
 HL0606* NAVD 88     -      2011.7    (meters)    6600.     (feet)  VERTCON   
 HL0606  ___________________________________________________________________
 HL0606  LAPLACE CORR-           6.19  (seconds)                    DEFLEC99
 HL0606  GEOID HEIGHT-         -19.14  (meters)                     GEOID03
 HL0606
 HL0606  HORZ ORDER  -  THIRD
 HL0606
 HL0606.The horizontal coordinates were established by classical geodetic methods
 HL0606.and adjusted by the National Geodetic Survey in December 1993..
 HL0606
 HL0606.The NAVD 88 height was computed by applying the VERTCON shift value to
 HL0606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HL0606
 HL0606.The Laplace correction was computed from DEFLEC99 derived deflections.
 HL0606
 HL0606.The geoid height was determined by GEOID03.
 HL0606
 HL0606;                    North         East     Units Scale Factor Converg.
 HL0606;SPC CO S     -   343,220.007   760,647.949   MT  1.00005053   -1 03 34.3
 HL0606;SPC CO S     - 1,126,047.64  2,495,559.15   sFT  1.00005053   -1 03 34.3
 HL0606;SPC NM C     -   665,919.229   413,011.385   MT  0.99999319   -0 35 17.6
 HL0606;SPC NM C     - 2,184,770.00  1,355,021.52   sFT  0.99999319   -0 35 17.6
 HL0606;UTM  13      - 4,097,194.070   301,804.720   MT  1.00008393   -1 20 27.2
 HL0606
 HL0606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HL0606!SPC CO S     -   0.99968740  x   1.00005053  =   0.99973791
 HL0606!SPC NM C     -   0.99968740  x   0.99999319  =   0.99968059
 HL0606!UTM  13      -   0.99968740  x   1.00008393  =   0.99977130
 HL0606
 HL0606:                Primary Azimuth Mark                     Grid Az
 HL0606:SPC CO S     -  CAMADO                                   014 58 21.6
 HL0606:SPC NM C     -  CAMADO                                   014 30 04.9
 HL0606:UTM  13      -  CAMADO                                   015 15 14.5
 HL0606
 HL0606|---------------------------------------------------------------------|
 HL0606| PID    Reference Object                     Distance      Geod. Az  |
 HL0606|                                                           dddmmss.s |
 HL0606| HL0605 CAMADO                              APPROX. 4.6 KM 0135447.3 |
 HL0606|---------------------------------------------------------------------|
 HL0606
 HL0606                          SUPERSEDED SURVEY CONTROL
 HL0606
 HL0606  NAD 83(1992)-  37 00 00.08446(N)    107 13 38.48547(W) AD(       ) 3
 HL0606  NAD 83(1986)-  37 00 00.08201(N)    107 13 38.48823(W) AD(       ) 3
 HL0606  NAD 27      -  37 00 00.05581(N)    107 13 36.32897(W) AD(       ) 3
 HL0606  NGVD 29 (07/19/86) 2010.5    (m)         6596.     (f) VERT ANG       
 HL0606
 HL0606.Superseded values are not recommended for survey control.
 HL0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0606.See file dsdata.txt to determine how the superseded data were derived.
 HL0606
 HL0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA0180597194(NAD 83)
 HL0606_MARKER: DU = BOUNDARY MARKER
 HL0606_SETTING: 0 = UNSPECIFIED SETTING
 HL0606_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0606
 HL0606  HISTORY     - Date     Condition        Report By
 HL0606  HISTORY     - 1952     MONUMENTED       USGS
 HL0606
 HL0606                          STATION DESCRIPTION
 HL0606
 HL0606'DESCRIBED BY US GEOLOGICAL SURVEY 1952
 HL0606'STATION IS APPROXIMATELY 3.3 MI. SW. OF PAGOSA JUNCTION, ON LOW
 HL0606'ROUNDED TOP ABOUT 1100 FT. S. OF THE SAN JUAN RIVER.
 HL0606'
 HL0606'TO REACH STATION FROM THE DEPOT AT PAGOSA JUNCTION, GO GENERALLY W.
 HL0606'AND S. ALONG MAIN TRAVELED RD. ON THE N. SIDE OF THE SAN JUAN RIVER
 HL0606'2.75 MI. TO RD. LEFT.  TURN LEFT AND CONTINUE 0.1 MI. TO RAILROAD
 HL0606'CROSSING AND RD. LEFT ON S. SIDE OF TRACKS.  TURN LEFT AND PROCEED
 HL0606'ON RD. 0.1 MI. TO BANK OF THE SAN JUAN RIVER AND CABLE CROSSING THE
 HL0606'RIVER.  CROSS RIVER IN CABLE CAR AND PROCEED DOWN S. BANK OF RIVER
 HL0606'ABOUT 0.8 MI. TO W. SIDE OF DRAIN JOINING THE SAN JUAN FROM SE.
 HL0606'FROM HERE PROCEED UP SLOPE TO HIGHEST PART OF LOW TOP AND STATION.
 HL0606'ABOUT A 45 MINUTE HIKE.
 HL0606'
 HL0606'STATION MARK--BRONZE M. P. TALET, SET IN CONCRETE MONUMENT PROJECTING
 HL0606'1.0 FT. ABOVE THE SURROUNDING SURFACE, STAMPED ---NO. 230 PLUS
 HL0606'11.50---.
 HL0606'
 HL0606'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1196 ***********************************************************************
 JK1196  DESIGNATION -  MPHC 1
 JK1196  PID         -  JK1196
 JK1196  STATE/COUNTY-  CO/EL PASO
 JK1196  USGS QUAD   -  MOUNT BIG CHIEF (1994)
 JK1196
 JK1196                         *CURRENT SURVEY CONTROL
 JK1196  ___________________________________________________________________
 JK1196* NAD 83(1992)-  38 44 29.71197(N)    104 54 42.28795(W)     ADJUSTED  
 JK1196* NAVD 88     -      2862.0    (meters)    9390.     (feet)  VERTCON   
 JK1196  ___________________________________________________________________
 JK1196  LAPLACE CORR-         -23.28  (seconds)                    DEFLEC99
 JK1196  GEOID HEIGHT-         -16.13  (meters)                     GEOID03
 JK1196
 JK1196  HORZ ORDER  -  THIRD
 JK1196
 JK1196.The horizontal coordinates were established by classical geodetic methods
 JK1196.and adjusted by the National Geodetic Survey in January 1993..
 JK1196
 JK1196.The NAVD 88 height was computed by applying the VERTCON shift value to
 JK1196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JK1196
 JK1196.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1196
 JK1196.The geoid height was determined by GEOID03.
 JK1196
 JK1196;                    North         East     Units Scale Factor Converg.
 JK1196;SPC CO C     -   405,788.716   965,542.304   MT  0.99995547   +0 22 15.6
 JK1196;SPC CO C     - 1,331,325.15  3,167,783.38   sFT  0.99995547   +0 22 15.6
 JK1196;UTM  13      - 4,288,104.510   507,669.732   MT  0.99960072   +0 03 18.8
 JK1196
 JK1196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK1196!SPC CO C     -   0.99955368  x   0.99995547  =   0.99950917
 JK1196!UTM  13      -   0.99955368  x   0.99960072  =   0.99915458
 JK1196
 JK1196:                Primary Azimuth Mark                     Grid Az
 JK1196:SPC CO C     -  CHEYENNE                                 100 16 40.1
 JK1196:UTM  13      -  CHEYENNE                                 100 35 36.9
 JK1196
 JK1196|---------------------------------------------------------------------|
 JK1196| PID    Reference Object                     Distance      Geod. Az  |
 JK1196|                                                           dddmmss.s |
 JK1196| JK1195 CHEYENNE                            APPROX. 2.7 KM 1003855.7 |
 JK1196|---------------------------------------------------------------------|
 JK1196
 JK1196                          SUPERSEDED SURVEY CONTROL
 JK1196
 JK1196  NAD 83(1986)-  38 44 29.70090(N)    104 54 42.28237(W) AD(       ) 3
 JK1196  NAD 27      -  38 44 29.71724(N)    104 54 40.36055(W) AD(       ) 3
 JK1196  NGVD 29 (07/19/86) 2860.7    (m)         9385.     (f) VERT ANG       
 JK1196
 JK1196.Superseded values are not recommended for survey control.
 JK1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1196.See file dsdata.txt to determine how the superseded data were derived.
 JK1196
 JK1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC0767088105(NAD 83)
 JK1196_MARKER: DD = SURVEY DISK
 JK1196_SETTING: 66 = SET IN ROCK OUTCROP
 JK1196_SP_SET: SET IN A ROCK LEDGE
 JK1196_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK1196+STABILITY: POSITION/ELEVATION WELL
 JK1196
 JK1196  HISTORY     - Date     Condition        Report By
 JK1196  HISTORY     - 1947     MONUMENTED       USGS
 JK1196
 JK1196                          STATION DESCRIPTION
 JK1196
 JK1196'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JK1196'STATION IS LOCATED APPROXIMATELY 5.0 MI. W. AND 7.0 MI. S. OF COLORADO
 JK1196'SPRINGS POST OFFICE.
 JK1196'
 JK1196'TO REACH BY AUTO, GO FROM WEST END STATION POST OFFICE, COLORADO
 JK1196'SPRINGS, ALONG CORLEY MT. HIGHWAY TOWARD CRIPPLE CREEK 18.3 MI. TO A
 JK1196'POINT WHERE THE RD. BEARS PRACTICALLY DUE N.  AT THIS POINT A RD.
 JK1196'FORKS W. TO THE ST. PETERS DOME PICNIC GROUND.  STATION LIES 420 FT.
 JK1196'SE. ON ROCKY TOP.
 JK1196'
 JK1196'STATION MARK--STANDARD TABLET SET IN ROCK LEDGE AND STAMPED
 JK1196'---MPHC-1---.
 JK1196'
 JK1196'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0268 ***********************************************************************
 KM0268  DESIGNATION -  MR 12
 KM0268  PID         -  KM0268
 KM0268  STATE/COUNTY-  CO/RIO BLANCO
 KM0268  USGS QUAD   -  SQUARE S RANCH (1952)
 KM0268
 KM0268                         *CURRENT SURVEY CONTROL
 KM0268  ___________________________________________________________________
 KM0268* NAD 83(1992)-  39 58 31.04875(N)    108 18 22.82737(W)     ADJUSTED  
 KM0268* NAVD 88     -      2019.64   (+/-2cm)    6626.1    (feet)  VERTCON   
 KM0268  ___________________________________________________________________
 KM0268  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 KM0268  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 KM0268
 KM0268  HORZ ORDER  -  THIRD
 KM0268  VERT ORDER  -  THIRD ? (See Below)
 KM0268
 KM0268.The horizontal coordinates were established by classical geodetic methods
 KM0268.and adjusted by the National Geodetic Survey in January 1993..
 KM0268
 KM0268.The NAVD 88 height was computed by applying the VERTCON shift value to
 KM0268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KM0268.The vertical order pertains to the NGVD 29 superseded value.
 KM0268
 KM0268.The Laplace correction was computed from DEFLEC99 derived deflections.
 KM0268
 KM0268.The geoid height was determined by GEOID03.
 KM0268
 KM0268;                    North         East     Units Scale Factor Converg.
 KM0268;SPC CO N     -   379,870.054   674,718.803   MT  0.99996834   -1 48 47.8
 KM0268;SPC CO N     - 1,246,290.34  2,213,639.94   sFT  0.99996834   -1 48 47.8
 KM0268;UTM  12      - 4,428,490.082   730,027.740   MT  1.00025144   +1 43 52.7
 KM0268
 KM0268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KM0268!SPC CO N     -   0.99968586  x   0.99996834  =   0.99965421
 KM0268!UTM  12      -   0.99968586  x   1.00025144  =   0.99993723
 KM0268
 KM0268:                Primary Azimuth Mark                     Grid Az
 KM0268:SPC CO N     -  TIDE                                     111 24 09.6
 KM0268:UTM  12      -  TIDE                                     107 51 29.1
 KM0268
 KM0268|---------------------------------------------------------------------|
 KM0268| PID    Reference Object                     Distance      Geod. Az  |
 KM0268|                                                           dddmmss.s |
 KM0268| KM0265 TIDE                                APPROX. 4.8 KM 1093521.8 |
 KM0268|---------------------------------------------------------------------|
 KM0268
 KM0268                          SUPERSEDED SURVEY CONTROL
 KM0268
 KM0268  NAD 83(1986)-  39 58 31.04308(N)    108 18 22.82134(W) AD(       ) 3
 KM0268  NAD 27      -  39 58 31.14290(N)    108 18 20.50942(W) AD(       ) 3
 KM0268  NGVD 29 (07/19/86) 2018.34   (m)         6621.8    (f) LEVELING    3  
 KM0268
 KM0268.Superseded values are not recommended for survey control.
 KM0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0268.See file dsdata.txt to determine how the superseded data were derived.
 KM0268
 KM0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYK3002828490(NAD 83)
 KM0268_MARKER: DB = BENCH MARK DISK
 KM0268_SETTING: 0 = UNSPECIFIED SETTING
 KM0268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KM0268
 KM0268  HISTORY     - Date     Condition        Report By
 KM0268  HISTORY     - 1950     MONUMENTED       USGS
 KM0268
 KM0268                          STATION DESCRIPTION
 KM0268
 KM0268'DESCRIBED BY US GEOLOGICAL SURVEY 1950
 KM0268'LOCATED ABOUT 2 MI. (AIRLINE) W. OF PICEANCE CREEK AND ABOUT 11 MI. S.
 KM0268'OF WHITE RIVER, IN SEC. 8, T 1 S, R 97 W.
 KM0268'
 KM0268'TO REACH FROM RIFLE POST OFFICE, GO N. ON COLORADO HIGHWAY NO. 13
 KM0268'18.1 MI. TO RIO BLANCO STORE AND PICEANCE CREEK ROAD ON LEFT, TURN
 KM0268'LEFT ON PICEANCE CREEK ROAD AND GO 30.7 MI. TO RD. ON LEFT AND GROUP
 KM0268'OF HOUSES, TURN LEFT (W.) GO THROUGH YARD AND TO RIGHT OF CORRALS 0.1
 KM0268'MI. TO GATE, GO THROUGH GATE, CROSS PICEANCE CREEK, CROSS SMALL
 KM0268'DITCH, TURN RIGHT 0.1 MI. TO GATE, GO THROUGH GATE, TURN LEFT, GO 0.5
 KM0268'MI. TO GATE AND THROUGH GATE FOLLOW RD. ON BOTTOM OF DRAW, GO 1.3 MI.
 KM0268'TO RD. FORK, TAKE LEFT FORK, GO 0.2 MI. TO RD. FORK, TAKE LEFT FORK
 KM0268'LEAVING BOTTOM OF DRAW, GO 0.5 MI. TO RD. FORK, TAKE LEFT FORK GO 0.3
 KM0268'MI. TO RD. FORK, TAKE LEFT FORK (S.) 0.7 MI. TO STATION SITE ABOUT 100
 KM0268'FT. RIGHT (W.) OF RD. ON SLIGHT KNOLL.
 KM0268'
 KM0268'STATION MARK--STANDARD USGS TABLET, SET IN CONCRETE MONUMENT, STAMPED
 KM0268'---BM MR 12 1950 6622---, PROTRUDING 6 IN. ABOVE GROUND.
 KM0268'
 KM0268'REFERENCE MARK--COPPER NAIL AND WASHER IN TREE, 65 FT. FROM STATION
 KM0268'MARK, S 64 DEG 03 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0453 ***********************************************************************
 JM0453  DESIGNATION -  MSWP 1
 JM0453  PID         -  JM0453
 JM0453  STATE/COUNTY-  CO/MESA
 JM0453  USGS QUAD   -  JUANITA ARCH (1973)
 JM0453
 JM0453                         *CURRENT SURVEY CONTROL
 JM0453  ___________________________________________________________________
 JM0453* NAD 83(1992)-  38 30 35.16069(N)    108 53 43.18044(W)     ADJUSTED  
 JM0453* NAVD 88     -      1690.6    (meters)    5547.     (feet)  VERTCON   
 JM0453  ___________________________________________________________________
 JM0453  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 JM0453  GEOID HEIGHT-         -18.42  (meters)                     GEOID03
 JM0453
 JM0453  HORZ ORDER  -  THIRD
 JM0453
 JM0453.The horizontal coordinates were established by classical geodetic methods
 JM0453.and adjusted by the National Geodetic Survey in November 1997..
 JM0453
 JM0453.The NAVD 88 height was computed by applying the VERTCON shift value to
 JM0453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JM0453
 JM0453.The Laplace correction was computed from DEFLEC99 derived deflections.
 JM0453
 JM0453.The geoid height was determined by GEOID03.
 JM0453
 JM0453;                    North         East     Units Scale Factor Converg.
 JM0453;SPC CO C     -   385,423.360   618,330.244   MT  0.99998879   -2 08 29.0
 JM0453;SPC CO C     - 1,264,509.81  2,028,638.48   sFT  0.99998879   -2 08 29.0
 JM0453;SPC CO S     -   514,745.097   618,318.796   MT  1.00001484   -2 04 57.4
 JM0453;SPC CO S     - 1,688,792.87  2,028,600.92   sFT  1.00001484   -2 04 57.4
 JM0453;UTM  12      - 4,264,476.296   683,507.513   MT  1.00001472   +1 18 39.0
 JM0453
 JM0453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JM0453!SPC CO C     -   0.99973770  x   0.99998879  =   0.99972650
 JM0453!SPC CO S     -   0.99973770  x   1.00001484  =   0.99975254
 JM0453!UTM  12      -   0.99973770  x   1.00001472  =   0.99975242
 JM0453
 JM0453:                Primary Azimuth Mark                     Grid Az
 JM0453:SPC CO C     -  WHEEL                                    133 34 01.5
 JM0453:SPC CO S     -  WHEEL                                    133 30 29.9
 JM0453:UTM  12      -  WHEEL                                    130 06 53.5
 JM0453
 JM0453|---------------------------------------------------------------------|
 JM0453| PID    Reference Object                     Distance      Geod. Az  |
 JM0453|                                                           dddmmss.s |
 JM0453| JM0424 WHEEL                               APPROX. 4.1 KM 1312532.5 |
 JM0453|---------------------------------------------------------------------|
 JM0453
 JM0453                          SUPERSEDED SURVEY CONTROL
 JM0453
 JM0453  NAD 83(1992)-  38 30 35.15602(N)    108 53 43.18433(W) AD(       ) 3
 JM0453  NAD 83(1986)-  38 30 35.15418(N)    108 53 43.17820(W) AD(       ) 3
 JM0453  NAD 27      -  38 30 35.19624(N)    108 53 40.80984(W) AD(       ) 3
 JM0453  NGVD 29 (07/19/86) 1689.4    (m)         5543.     (f) VERT ANG       
 JM0453
 JM0453.Superseded values are not recommended for survey control.
 JM0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0453.See file dsdata.txt to determine how the superseded data were derived.
 JM0453
 JM0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXH8350864476(NAD 83)
 JM0453_MARKER: DD = SURVEY DISK
 JM0453_SETTING: 66 = SET IN ROCK OUTCROP
 JM0453_SP_SET: SET IN ROCK OUTCROP
 JM0453_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JM0453+STABILITY: POSITION/ELEVATION WELL
 JM0453
 JM0453  HISTORY     - Date     Condition        Report By
 JM0453  HISTORY     - 1947     MONUMENTED       USGS
 JM0453
 JM0453                          STATION DESCRIPTION
 JM0453
 JM0453'DESCRIBED BY US GEOLOGICAL SURVEY 1947
 JM0453'LOCATED APPROXIMATELY 20 MI. (AIRLINE) NW. OF NATURITA, COLORADO.
 JM0453'
 JM0453'TO REACH FROM NATURITA POST OFFICE, TAKE STATE HIGHWAY 141 N. 39.8
 JM0453'MI.  STATION LIES ON POINTED CLIFF ON W. SIDE OF DOLORES RIVER.
 JM0453'STATION CAN BE REACHED ON FOOT BY FOLLOWING ROCKY GORGE ON S. EDGE
 JM0453'OF CLIFF TO TOP OF MESA AND THENCE E. ALONG CLIFF.  STATION LIES ON
 JM0453'ROCKY RISE 540 FT. FROM E. POINT OF CLIFF.
 JM0453'
 JM0453'STATION MARK--STANDARD TABLET, SET IN SOLID ROCK, STAMPED ---MSWP-1
 JM0453'1947 5544---.
 JM0453'
 JM0453'REFERENCE MARK NO. 1--CHISELED ARROW, ON ROCK, 16.0 FT. DISTANT FROM
 JM0453'STATION, N 20 DEG 35 MIN E.
 JM0453'
 JM0453'REFERENCE MARK NO. 2--CHISELED ARROW, ON ROCK, 61.0 FT. DISTANT FROM
 JM0453'STATION, N 57 DEG 06 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0883 ***********************************************************************
 JL0883  DESIGNATION -  MT ANTERO
 JL0883  PID         -  JL0883
 JL0883  STATE/COUNTY-  CO/CHAFFEE
 JL0883  USGS QUAD   -  MOUNT ANTERO (1983)
 JL0883
 JL0883                         *CURRENT SURVEY CONTROL
 JL0883  ___________________________________________________________________
 JL0883* NAD 83(1992)-  38 40 26.74328(N)    106 14 46.27110(W)     ADJUSTED  
 JL0883* NAVD 88     -      4351.4    (meters)   14276.     (feet)  VERTCON   
 JL0883  ___________________________________________________________________
 JL0883  LAPLACE CORR-          -7.14  (seconds)                    DEFLEC99
 JL0883  GEOID HEIGHT-         -14.13  (meters)                     GEOID03
 JL0883
 JL0883  HORZ ORDER  -  THIRD
 JL0883
 JL0883.The horizontal coordinates were established by classical geodetic methods
 JL0883.and adjusted by the National Geodetic Survey in January 1993..
 JL0883
 JL0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0883
 JL0883.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0883
 JL0883.The geoid height was determined by GEOID03.
 JL0883
 JL0883;                    North         East     Units Scale Factor Converg.
 JL0883;SPC CO C     -   398,397.910   849,470.003   MT  0.99996350   -0 28 14.2
 JL0883;SPC CO C     - 1,307,077.14  2,786,969.50   sFT  0.99996350   -0 28 14.2
 JL0883;UTM  13      - 4,281,348.356   391,595.364   MT  0.99974471   -0 46 43.7
 JL0883
 JL0883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0883!SPC CO C     -   0.99931994  x   0.99996350  =   0.99928347
 JL0883!UTM  13      -   0.99931994  x   0.99974471  =   0.99906482
 JL0883
 JL0883                          SUPERSEDED SURVEY CONTROL
 JL0883
 JL0883  NAD 83(1986)-  38 40 26.73702(N)    106 14 46.28123(W) AD(       ) 3
 JL0883  NGVD 29 (12/18/91) 4349.3    (m)        14269.     (f) VERT ANG       
 JL0883
 JL0883.Superseded values are not recommended for survey control.
 JL0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0883.See file dsdata.txt to determine how the superseded data were derived.
 JL0883
 JL0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC9159581348(NAD 83)
 JL0883_MARKER: DD = SURVEY DISK
 JL0883_SETTING: 80 = SET IN A BOULDER
 JL0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0883+STABILITY: SURFACE MOTION
 JL0883
 JL0883  HISTORY     - Date     Condition        Report By
 JL0883  HISTORY     - 1955     MONUMENTED       USGS
 JL0883
 JL0883                          STATION DESCRIPTION
 JL0883
 JL0883'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 JL0883'THE STATION IS LOCATED ON THE TOP OF MT. ANTERO.  IT IS APPROXIMATELY
 JL0883'16 MI. (AIRLINE) NW. OF SALIDA, COLORADO, AND 15 MI. (AIRLINE) SW. OF
 JL0883'BUENA VISTA, COLORADO.
 JL0883'
 JL0883'TO REACH THE STATION FROM BUENA VISTA, COLORADO, GO S. ON U.S. HIGHWAY
 JL0883'285 FOR 11.3 MI. TO A T-RD. CROSSING, TURN RIGHT (W.) AND FOLLOW
 JL0883'GRADED RD. FOR 1.3 MI., LEAVE GRADED RD. AND TURN S. ACROSS A DITCH,
 JL0883'THROUGH GATE AND ACROSS ANOTHER DITCH.  FOLLOW DIRT RD. FOR 0.4 MI. TO
 JL0883'DIM TRACK RD. ON RIGHT, TURN RIGHT AND FOLLOW RD. FOR 0.5 MI. TO
 JL0883'NATIONAL FOREST BOUNDARY.  PASS THROUGH GATE AND CONTINUE ON FOR 0.5
 JL0883'MI. TO ANOTHER GATE, PASS THROUGH GATE AND FOLLOW MAIN TRAVELED
 JL0883'TRACK RD. FOR 0.9 MI. TO TRACK RD. ON RIGHT.  CONTINUE STRAIGHT AHEAD
 JL0883'FOR 0.8 MI. TO DIM RD. FORK.  TURN LEFT AND FOLLOW OLD LOGGING RD. S.
 JL0883'AND W. FOR 0.3 MI.  THIS IS THE END OF TRUCK TRAVEL.  FROM THIS POINT
 JL0883'PACK S. AND W. ALONG OLD LOGGING RD. WHICH EVENTUALLY TURNS IN TO
 JL0883'--LITTLE BROWNS CREEK TRAIL--, FOR APPROXIMATELY 4.4 MI. TO A SADDLE
 JL0883'AT THE HEAD OF LITTLE BROWNS CREEK.  FROM SADDLE, PACK NORTHERLY UP
 JL0883'SLOPE OF RIDGE TO TOP.  FROM TOP OF RIDGE GO N. AND THEN TURN W.
 JL0883'ACROSS SADDLE AND THEN FOLLOW RIDGE TO TOP OF MOUNTAIN AND STATION.
 JL0883'WATER IS AVAILABLE JUST BELOW TIMBER LINE ALONG LITTLE BROWNS CREEK.
 JL0883'FROM END OF TRUCK TRAVEL IT IS ABOUT TWO AND THREE QUARTERS HOUR RIDE
 JL0883'TO JUST BELOW TIMBER LINE.  HORSES MAY BE TAKEN INTO THE SADDLE AT
 JL0883'THE HEAD OF LITTLE BROWNS CREEK, ABOUT AN HOUR RIDE FROM TIMBER LINE.
 JL0883'FROM THE SADDLE THE CLIMB TAKES ABOUT TWO HOURS.
 JL0883'
 JL0883'STATION MARK--STANDARD BRONZE TABLET STAMPED---MT. ANTERO 1955---,
 JL0883'SET IN A LARGE BOULDER.
 JL0883'
 JL0883'REFERENCE MARK NO. 1--COPPER NAIL AND WASHER SET IN A LARGE BOULDER,
 JL0883'22.41 FT. FROM STATION, N 08 DEG 42 MIN E.
 JL0883'
 JL0883'REFERENCE MARK NO. 2--COPPER NAIL AND WASHER SET IN A LARGE BOULDER,
 JL0883'41.11 FT. FROM STATION, S 30 DEG 54 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0884 ***********************************************************************
 JL0884  DESIGNATION -  MT BELFORD
 JL0884  PID         -  JL0884
 JL0884  STATE/COUNTY-  CO/CHAFFEE
 JL0884  USGS QUAD   -  MOUNT HARVARD (1982)
 JL0884
 JL0884                         *CURRENT SURVEY CONTROL
 JL0884  ___________________________________________________________________
 JL0884* NAD 83(1992)-  38 57 38.47524(N)    106 21 38.54503(W)     ADJUSTED  
 JL0884* NAVD 88     -      4329.1    (meters)   14203.     (feet)  VERTCON   
 JL0884  ___________________________________________________________________
 JL0884  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 JL0884  GEOID HEIGHT-         -13.53  (meters)                     GEOID03
 JL0884
 JL0884  HORZ ORDER  -  THIRD
 JL0884
 JL0884.The horizontal coordinates were established by classical geodetic methods
 JL0884.and adjusted by the National Geodetic Survey in January 1993..
 JL0884
 JL0884.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0884
 JL0884.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0884
 JL0884.The geoid height was determined by GEOID03.
 JL0884
 JL0884;                    North         East     Units Scale Factor Converg.
 JL0884;SPC CO C     -   430,298.172   839,806.314   MT  0.99993889   -0 32 34.2
 JL0884;SPC CO C     - 1,411,736.59  2,755,264.55   sFT  0.99993889   -0 32 34.2
 JL0884;UTM  13      - 4,313,294.396   382,106.481   MT  0.99977114   -0 51 20.5
 JL0884
 JL0884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0884!SPC CO C     -   0.99932336  x   0.99993889  =   0.99926229
 JL0884!UTM  13      -   0.99932336  x   0.99977114  =   0.99909466
 JL0884
 JL0884                          SUPERSEDED SURVEY CONTROL
 JL0884
 JL0884  NAD 83(1986)-  38 57 38.47015(N)    106 21 38.54899(W) AD(       ) 3
 JL0884  NGVD 29 (12/18/91) 4327.0    (m)        14196.     (f) VERT ANG       
 JL0884
 JL0884.Superseded values are not recommended for survey control.
 JL0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0884.See file dsdata.txt to determine how the superseded data were derived.
 JL0884
 JL0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD8210613294(NAD 83)
 JL0884_MARKER: DD = SURVEY DISK
 JL0884_SETTING: 80 = SET IN A BOULDER
 JL0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0884+STABILITY: SURFACE MOTION
 JL0884
 JL0884  HISTORY     - Date     Condition        Report By
 JL0884  HISTORY     - 1955     MONUMENTED       USGS
 JL0884
 JL0884                          STATION DESCRIPTION
 JL0884
 JL0884'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 JL0884'LOCATED ABOUT 3 MI. SE. OF VICKSBURG, ON HIGH POINT OF MT. BELFORD,
 JL0884'WHICH IS BETWEEN THE HEAD OF BELFORD GULCH AND WAVERLY GULCH.
 JL0884'
 JL0884'TO REACH FROM BUENA VISTA, GO 12.9 MI. NW. ALONG U.S. HIGHWAY 24 TO
 JL0884'JUNCTION WITH DIRT RD. W.  TURN LEFT, PROCEEDING ALONG DIRT RD. 0.4
 JL0884'MI. TO RD. FORK.  TAKE LEFT FORK AND PROCEED 1.3 MI. TO END OF TRUCK
 JL0884'TRAVEL.  FOLLOW PINE CREEK TRAIL SOUTHWESTERLY APPROXIMATELY 12 MI.
 JL0884'TO HEAD OF MISSOURI BASIN.  PROCEED ON FOOT UP DIM TRAIL TO SADDLE
 JL0884'BETWEEN MISSOURI MTN. AND MT. BELFORD.  FROM SADDLE, GO NORTHEASTERLY
 JL0884'ALONG RIDGE TO HIGH POINT, CONSISTING OF LARGE BROWN ROCK OUTCROP,
 JL0884'AND STATION.  APPROXIMATELY 1-1/2 HOUR PACK FROM BASIN.
 JL0884'
 JL0884'STATION MARK--STANDARD TABLET STAMPED---MT. BELFORD 1955---, CEMENTED
 JL0884'IN BOULDER.  HIGHEST POINT OF PEAK IS 1 FT. HIGHER THAN TABLET.
 JL0884'
 JL0884'REFERENCE MARK NO. 1--A U.S. DEPARTMENT OF AGRICULTURE BRONZE TABLET
 JL0884'STAMPED ---C.A.S. 217---, 19.13 FT. FROM STATION MARK,
 JL0884'S 73 DEG 49 MIN W.
 JL0884'
 JL0884'REFERENCE MARK NO. 2--A ROOFING NAIL SET IN CEMENT IN A DRILL HOLE IN
 JL0884'ROCK OVERHANG, 19.81 FT. FROM STATION MARK, N 25 DEG 54 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0628 ***********************************************************************
 KL0628  DESIGNATION -  MT BROSS ET
 KL0628  PID         -  KL0628
 KL0628  STATE/COUNTY-  CO/PARK
 KL0628  USGS QUAD   -  ALMA (1970)
 KL0628
 KL0628                         *CURRENT SURVEY CONTROL
 KL0628  ___________________________________________________________________
 KL0628* NAD 83(1992)-  39 20 07.60556(N)    106 06 27.81269(W)     ADJUSTED  
 KL0628* NAVD 88     -      4321.6    (meters)   14178.     (feet)  VERTCON   
 KL0628  ___________________________________________________________________
 KL0628  LAPLACE CORR-          -7.00  (seconds)                    DEFLEC99
 KL0628  GEOID HEIGHT-         -12.89  (meters)                     GEOID03
 KL0628
 KL0628  HORZ ORDER  -  THIRD
 KL0628
 KL0628.The horizontal coordinates were established by classical geodetic methods
 KL0628.and adjusted by the National Geodetic Survey in January 1993..
 KL0628
 KL0628.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0628
 KL0628.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0628
 KL0628.The geoid height was determined by GEOID03.
 KL0628
 KL0628;                    North         East     Units Scale Factor Converg.
 KL0628;SPC CO C     -   471,722.509   862,009.527   MT  0.99994426   -0 22 59.8
 KL0628;SPC CO C     - 1,547,642.93  2,828,109.59   sFT  0.99994426   -0 22 59.8
 KL0628;UTM  13      - 4,354,587.456   404,533.463   MT  0.99971221   -0 42 07.9
 KL0628
 KL0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0628!SPC CO C     -   0.99932446  x   0.99994426  =   0.99926875
 KL0628!UTM  13      -   0.99932446  x   0.99971221  =   0.99903686
 KL0628
 KL0628:                Primary Azimuth Mark                     Grid Az
 KL0628:SPC CO C     -  MT LINCOLN                               349 49 43.6
 KL0628:UTM  13      -  MT LINCOLN                               350 08 51.7
 KL0628
 KL0628|---------------------------------------------------------------------|
 KL0628| PID    Reference Object                     Distance      Geod. Az  |
 KL0628|                                                           dddmmss.s |
 KL0628| KL0627 MT LINCOLN                          APPROX. 1.8 KM 3492643.8 |
 KL0628|---------------------------------------------------------------------|
 KL0628
 KL0628                          SUPERSEDED SURVEY CONTROL
 KL0628
 KL0628  NAD 83(1986)-  39 20 07.59859(N)    106 06 27.81409(W) AD(       ) 3
 KL0628  NAD 27      -  39 20 07.64113(N)    106 06 25.74157(W) AD(       ) 3
 KL0628  NGVD 29 (07/19/86) 4319.6    (m)        14172.     (f) VERT ANG       
 KL0628
 KL0628.Superseded values are not recommended for survey control.
 KL0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0628.See file dsdata.txt to determine how the superseded data were derived.
 KL0628
 KL0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD0453354587(NAD 83)
 KL0628_MARKER: DD = SURVEY DISK
 KL0628_SETTING: 66 = SET IN ROCK OUTCROP
 KL0628_SP_SET: SET IN A DRILL HOLE IN BEDROCK
 KL0628_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0628+STABILITY: POSITION/ELEVATION WELL
 KL0628
 KL0628  HISTORY     - Date     Condition        Report By
 KL0628  HISTORY     - 1964     MONUMENTED       USGS
 KL0628
 KL0628                          STATION DESCRIPTION
 KL0628
 KL0628'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 KL0628'LOCATED ABOUT 4.3 MI. NW. OF ALMA, 10.7 MI. SSW. OF BRECKENRIDGE,
 KL0628'AND 3.0 MI. SW. OF HOOSIER PASS, ON THE HIGH POINT AT THE N. END
 KL0628'OF MOUNT BROSS, A HIGH ROUND RIDGE.
 KL0628'
 KL0628'STATION MARK--STANDARD TABLET CEMENTED IN DRILL HOLE, IN BEDROCK,
 KL0628'AND STAMPED ---MT. BROSS-ET 1964---.  STATION IS SURMOUNTED BY A
 KL0628'4-FT. CAIRN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0630 ***********************************************************************
 KL0630  DESIGNATION -  MT DEMOCRAT ET
 KL0630  PID         -  KL0630
 KL0630  STATE/COUNTY-  CO/LAKE
 KL0630  USGS QUAD   -  CLIMAX (1994)
 KL0630
 KL0630                         *CURRENT SURVEY CONTROL
 KL0630  ___________________________________________________________________
 KL0630* NAD 83(1992)-  39 20 22.59543(N)    106 08 24.14436(W)     ADJUSTED  
 KL0630* NAVD 88     -      4314.5    (meters)   14155.     (feet)  VERTCON   
 KL0630  ___________________________________________________________________
 KL0630  LAPLACE CORR-           2.63  (seconds)                    DEFLEC99
 KL0630  GEOID HEIGHT-         -12.79  (meters)                     GEOID03
 KL0630
 KL0630  HORZ ORDER  -  THIRD
 KL0630
 KL0630.The horizontal coordinates were established by classical geodetic methods
 KL0630.and adjusted by the National Geodetic Survey in January 1993..
 KL0630
 KL0630.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0630
 KL0630.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0630
 KL0630.The geoid height was determined by GEOID03.
 KL0630
 KL0630;                    North         East     Units Scale Factor Converg.
 KL0630;SPC CO C     -   472,203.882   859,226.994   MT  0.99994455   -0 24 13.2
 KL0630;SPC CO C     - 1,549,222.24  2,818,980.56   sFT  0.99994455   -0 24 13.2
 KL0630;UTM  13      - 4,355,084.200   401,754.289   MT  0.99971884   -0 43 21.9
 KL0630
 KL0630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0630!SPC CO C     -   0.99932556  x   0.99994455  =   0.99927015
 KL0630!UTM  13      -   0.99932556  x   0.99971884  =   0.99904459
 KL0630
 KL0630:                Primary Azimuth Mark                     Grid Az
 KL0630:SPC CO C     -  MT BROSS ET                              099 48 53.5
 KL0630:UTM  13      -  MT BROSS ET                              100 08 02.2
 KL0630
 KL0630|---------------------------------------------------------------------|
 KL0630| PID    Reference Object                     Distance      Geod. Az  |
 KL0630|                                                           dddmmss.s |
 KL0630| KL0628 MT BROSS ET                         APPROX. 2.8 KM 0992440.3 |
 KL0630|---------------------------------------------------------------------|
 KL0630
 KL0630                          SUPERSEDED SURVEY CONTROL
 KL0630
 KL0630  NAD 83(1986)-  39 20 22.58852(N)    106 08 24.14578(W) AD(       ) 3
 KL0630  NAD 27      -  39 20 22.63134(N)    106 08 22.06979(W) AD(       ) 3
 KL0630  NGVD 29 (07/19/86) 4312.4    (m)        14148.     (f) VERT ANG       
 KL0630
 KL0630.Superseded values are not recommended for survey control.
 KL0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0630.See file dsdata.txt to determine how the superseded data were derived.
 KL0630
 KL0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD0175455084(NAD 83)
 KL0630
 KL0630  HISTORY     - Date     Condition        Report By
 KL0630  HISTORY     - 1964     MONUMENTED       USGS
 KL0630  HISTORY     - 1971     GOOD             USGS
 KL0630
 KL0630                          STATION DESCRIPTION
 KL0630
 KL0630'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 KL0630'STATION LOCATED ON THE LAKE-PARK COUNTY BOUNDARY, IN THE STATE OF
 KL0630'COLORADO, ABOUT 2.1 MI. E. AND 2 MI. S. OF CLIMAX, COLORADO, ABOUT
 KL0630'0.6 MI. DUE N. OF LAKE EMMA AND ON THE HIGHEST POINT OF MT.
 KL0630'DEMOCRAT.  REACHED BY HELICOPTER.
 KL0630'
 KL0630'STATION MARK--STANDARD COPPER TABLET CEMENTED IN A DRILL HOLE, IN
 KL0630'SOLID ROCK, AND STAMPED ---MT. DEMOCRAT-ET, 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1388 ***********************************************************************
 KK1388  DESIGNATION -  MT EVANS BASE
 KK1388  PID         -  KK1388
 KK1388  STATE/COUNTY-  CO/JEFFERSON
 KK1388  USGS QUAD   -  FORT LOGAN (1994)
 KK1388
 KK1388                         *CURRENT SURVEY CONTROL
 KK1388  ___________________________________________________________________
 KK1388* NAD 83(1986)-  39 43 22.     (N)    105 06 41.     (W)     SCALED    
 KK1388* NAVD 88     -      1696.132  (meters)    5564.73   (feet)  ADJUSTED  
 KK1388  ___________________________________________________________________
 KK1388  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 KK1388  DYNAMIC HT  -        1694.465 (meters)    5559.26  (feet)  COMP
 KK1388  MODELED GRAV-     979,584.1   (mgal)                       NAVD 88
 KK1388
 KK1388  VERT ORDER  -  FIRST     CLASS II
 KK1388
 KK1388.The horizontal coordinates were scaled from a topographic map and have
 KK1388.an estimated accuracy of +/- 6 seconds.
 KK1388
 KK1388.The orthometric height was determined by differential leveling
 KK1388.and adjusted by the National Geodetic Survey in June 1991..
 KK1388
 KK1388.The geoid height was determined by GEOID03.
 KK1388
 KK1388.The dynamic height is computed by dividing the NAVD 88
 KK1388.geopotential number by the normal gravity value computed on the
 KK1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1388.degrees latitude (g = 980.6199 gals.).
 KK1388
 KK1388.The modeled gravity was interpolated from observed gravity values.
 KK1388
 KK1388;                    North         East    Units  Estimated Accuracy
 KK1388;SPC CO C     -   514,620.      947,720.      MT  (+/- 180 meters Scaled)
 KK1388
 KK1388                          SUPERSEDED SURVEY CONTROL
 KK1388
 KK1388  NGVD 29 (??/??/??) 1695.192  (m)         5561.64   (f) ADJUSTED    1 2
 KK1388
 KK1388.Superseded values are not recommended for survey control.
 KK1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1388.See file dsdata.txt to determine how the superseded data were derived.
 KK1388
 KK1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD904969(NAD 83)
 KK1388_MARKER: DB = BENCH MARK DISK
 KK1388_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KK1388_SP_SET: SIDEWALK
 KK1388_STAMPING: MT. EVANS FEDERAL BASE
 KK1388_MARK LOGO: USGS  
 KK1388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK1388
 KK1388  HISTORY     - Date     Condition        Report By
 KK1388  HISTORY     - UNK      MONUMENTED       USGS
 KK1388  HISTORY     - 1984     GOOD             NGS
 KK1388  HISTORY     - 20000504 GOOD             NGS
 KK1388
 KK1388                          STATION DESCRIPTION
 KK1388
 KK1388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 KK1388'IN LAKEWOOD.
 KK1388'IN LAKEWOOD, AT THE INTERSECTION OF GATE TWO ENTRANCE TO THE DENVER
 KK1388'FEDERAL CENTER AND KIPLING STREET, 114.0 METERS (374.0 FT) WEST OF THE
 KK1388'CENTER OF THE STREET, 22.0 METERS (72.2 FT) NORTH OF THE CENTER OF THE
 KK1388'EAST ENTRANCE TO BUILDING 5, 1.8 METERS (5.9 FT) EAST OF THE EAST FACE
 KK1388'OF THE BUILDING, 1.3 METERS (4.3 FT) SOUTH OF THE EXTENDED CENTER OF
 KK1388'THE ENTRANCE TO THE BUILDING, AND 0.2 METER (0.6 FT) NORTHEAST OF THE
 KK1388'SOUTHEAST CORNER OF A PORCH.  NOTE--THIS IS A USGS ABSOLUTE GRAVITY
 KK1388'STATION.
 KK1388'THE MARK IS ABOVE LEVEL WITH THE SIDEWALK.
 KK1388
 KK1388                          STATION RECOVERY (2000)
 KK1388
 KK1388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (DW)
 KK1388'THIS IS NOT AN ABSOLUTE GRAVITY STATION.  IT IS A RELATIVE GRAVITY
 KK1388'METER CALIBRATION STATION.  IT IS THE LOWER MOST STATION ON A MOSTLY
 KK1388'DESTROYED CALIBRATION LINE WHICH RUNS UP MT. EVANS.  THE ALUMINUM
 KK1388'GRAVITY DISK HAS NO STEM AND IS EPOXYED TO CONCRETE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0894 ***********************************************************************
 JL0894  DESIGNATION -  MT GUERO
 JL0894  PID         -  JL0894
 JL0894  STATE/COUNTY-  CO/GUNNISON
 JL0894  USGS QUAD   -  MOUNT GUERO (1976)
 JL0894
 JL0894                         *CURRENT SURVEY CONTROL
 JL0894  ___________________________________________________________________
 JL0894* NAD 83(1992)-  38 43 10.57601(N)    107 23 10.05481(W)     ADJUSTED  
 JL0894* NAVD 88     -      3675.4    (meters)   12058.     (feet)  VERTCON   
 JL0894  ___________________________________________________________________
 JL0894  LAPLACE CORR-           7.81  (seconds)                    DEFLEC99
 JL0894  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 JL0894
 JL0894  HORZ ORDER  -  THIRD
 JL0894
 JL0894.The horizontal coordinates were established by classical geodetic methods
 JL0894.and adjusted by the National Geodetic Survey in January 1993..
 JL0894
 JL0894.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0894
 JL0894.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0894
 JL0894.The geoid height was determined by GEOID03.
 JL0894
 JL0894;                    North         East     Units Scale Factor Converg.
 JL0894;SPC CO C     -   404,885.649   750,389.263   MT  0.99995794   -1 11 22.4
 JL0894;SPC CO C     - 1,328,362.33  2,461,902.11   sFT  0.99995794   -1 11 22.4
 JL0894;UTM  13      - 4,288,364.363   292,554.947   MT  1.00012995   -1 29 35.1
 JL0894
 JL0894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0894!SPC CO C     -   0.99942597  x   0.99995794  =   0.99938394
 JL0894!UTM  13      -   0.99942597  x   1.00012995  =   0.99955585
 JL0894
 JL0894                          SUPERSEDED SURVEY CONTROL
 JL0894
 JL0894  NAD 83(1986)-  38 43 10.57630(N)    107 23 10.05636(W) AD(       ) 3
 JL0894  NGVD 29 (05/18/92) 3673.6    (m)        12052.     (f) VERT ANG       
 JL0894
 JL0894.Superseded values are not recommended for survey control.
 JL0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0894.See file dsdata.txt to determine how the superseded data were derived.
 JL0894
 JL0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC9255588364(NAD 83)
 JL0894_MARKER: P = PIPE CAP
 JL0894_SETTING: 0 = UNSPECIFIED SETTING
 JL0894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JL0894
 JL0894  HISTORY     - Date     Condition        Report By
 JL0894  HISTORY     - 1965     MONUMENTED       USGS
 JL0894
 JL0894                          STATION DESCRIPTION
 JL0894
 JL0894'DESCRIBED BY US GEOLOGICAL SURVEY 1965
 JL0894'LOCATED ABOUT 27.5 MI. (AIRLINE) NW. OF GUNNISON, COLORADO, ABOUT 21
 JL0894'MI. (AIRLINE) NNE. OF CIMARRON POST OFFICE, COLORADO, ABOUT 9 MI.
 JL0894'(AIRLINE) ESE. OF HOTCHKISS, COLORADO, ABOUT 24 MI. (AIRLINE) SW. OF
 JL0894'CRESTED BUTTE, COLORADO, IN GUNNISON COUNTY, COLORADO.
 JL0894'
 JL0894'STATION SITE IS --MT. GUERO--, WHICH IS LOCATED ON DIVIDE BETWEEN
 JL0894'HEADWATERS OF --SMITH FORK OF GUNNISON RIVER-- AND HEADWATERS OF
 JL0894'--CURECANTI CREEK--, A WELL KNOWN AND VERY PROMINENT, HIGH, BARE
 JL0894'TOPPED, ROCKY PEAK.  STATION MARK IS ON THE HIGHEST POINT OF PEAK.
 JL0894'
 JL0894'STATION SITE REACHED VIA HELICOPTER.
 JL0894'
 JL0894'STATION MARK--STANDARD USGS COPPERWELD ROD WITH BRASS CAP, STAMPED
 JL0894'---MT. GUERO-ET-1965---, DRIVEN SOLIDLY AND APPROXIMATELY FLUSH INTO
 JL0894'SHATTERED ROCK SUMMIT OF PEAK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1653 ***********************************************************************
 KK1653  DESIGNATION -  MT HERMAN
 KK1653  PID         -  KK1653
 KK1653  STATE/COUNTY-  CO/EL PASO
 KK1653  USGS QUAD   -  PALMER LAKE (1994)
 KK1653
 KK1653                         *CURRENT SURVEY CONTROL
 KK1653  ___________________________________________________________________
 KK1653* NAD 83(1992)-  39 04 54.31997(N)    104 55 34.80795(W)     ADJUSTED  
 KK1653* NAVD 88     -      2762.5    (meters)    9063.     (feet)  VERTCON   
 KK1653  ___________________________________________________________________
 KK1653  LAPLACE CORR-         -18.48  (seconds)                    DEFLEC99
 KK1653  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 KK1653
 KK1653  HORZ ORDER  -  FIRST
 KK1653
 KK1653.The horizontal coordinates were established by classical geodetic methods
 KK1653.and adjusted by the National Geodetic Survey in January 1993..
 KK1653
 KK1653.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1653
 KK1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1653
 KK1653.The geoid height was determined by GEOID03.
 KK1653
 KK1653;                    North         East     Units Scale Factor Converg.
 KK1653;SPC CO C     -   443,541.133   964,035.570   MT  0.99993597   +0 21 42.5
 KK1653;SPC CO C     - 1,455,184.53  3,162,840.03   sFT  0.99993597   +0 21 42.5
 KK1653;UTM  13      - 4,325,851.730   506,371.388   MT  0.99960050   +0 02 47.2
 KK1653
 KK1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1653!SPC CO C     -   0.99956924  x   0.99993597  =   0.99950524
 KK1653!UTM  13      -   0.99956924  x   0.99960050  =   0.99916991
 KK1653
 KK1653|---------------------------------------------------------------------|
 KK1653| PID    Reference Object                     Distance      Geod. Az  |
 KK1653|                                                           dddmmss.s |
 KK1653| CP7800 MT HERMAN RM 1                        6.555 METERS 01802     |
 KK1653| KK0164 MONUMENT                            APPROX. 7.9 KM 1190715.8 |
 KK1653| JK1199 PUEBLO CHEYENNE AIRWAY BCN 5        APPROX.14.0 KM 1352827.8 |
 KK1653| CP7801 MT HERMAN RM 2                        6.090 METERS 26728     |
 KK1653|---------------------------------------------------------------------|
 KK1653
 KK1653                          SUPERSEDED SURVEY CONTROL
 KK1653
 KK1653  NAD 83(1986)-  39 04 54.31274(N)    104 55 34.80648(W) AD(       ) 1
 KK1653  NAD 27      -  39 04 54.34100(N)    104 55 32.87000(W) AD(       ) 1
 KK1653  NGVD 29 (07/19/86) 2761.3    (m)         9059.     (f) VERT ANG       
 KK1653
 KK1653.Superseded values are not recommended for survey control.
 KK1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1653.See file dsdata.txt to determine how the superseded data were derived.
 KK1653
 KK1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED0637125852(NAD 83)
 KK1653_MARKER: DD = SURVEY DISK
 KK1653_SETTING: 80 = SET IN A BOULDER
 KK1653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1653+STABILITY: SURFACE MOTION
 KK1653
 KK1653  HISTORY     - Date     Condition        Report By
 KK1653  HISTORY     - 1953     MONUMENTED       USGS
 KK1653  HISTORY     - 1953     GOOD             USGS
 KK1653
 KK1653                          STATION DESCRIPTION
 KK1653
 KK1653'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (RLE)
 KK1653'THE STATION IS LOCATED ABOUT 3-1/2 MILES WEST-SOUTHWEST OF
 KK1653'MONUMENT AND IS ON THE HIGHEST POINT AND NEAR THE NORTH END
 KK1653'OF MOUNT HERMAN.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY
 KK1653'MARK SET FLUSH IN A BOULDER WHICH IS ABOUT 2.5 FEET IN DIAMETER
 KK1653'AND PROJECTS 6 INCHES.  THERE IS NO STAMPING ON THE MARK.
 KK1653'
 KK1653'REFERENCE MARK NO. 1 IS A STANDARD U.S. GEOLOGICAL SURVEY
 KK1653'MARK SET FLUSH IN A BOULDER WHICH IS 4 FEET LONG, 3 FEET WIDE
 KK1653'AND PROJECTS 3 FEET.  THERE IS NO STAMPING ON THE MARK.
 KK1653'
 KK1653'REFERENCE MARK NO. 2 IS A STANDARD U.S. GEOLOGICAL SURVEY
 KK1653'MARK SET FLUSH IN A BOULDER WHICH IS 3 FEET LONG, 2 FEET WIDE
 KK1653'AND PROJECTS 1 FOOT.  THERE IS NO STAMPING ON THE MARK.
 KK1653'
 KK1653'TRIANGULATION STATION MONUMENT WILL SERVE AS THE AZIMUTH MARK.
 KK1653'SEE THE MONUMENT DESCRIPTION.
 KK1653'
 KK1653'TO REACH THE STATION FROM THE POST OFFICE IN WOODLAND PARK,
 KK1653'GO EAST ON U.S. HIGHWAY 24 FOR 0.15 MILE TO WHERE THE HIGHWAY
 KK1653'TURNS RIGHT AND THE RAMPART RANGE ROAD CONTINUES EAST.
 KK1653'GO EASTERLY ON THE RAMPART RANGE ROAD FOR 3.9 MILES TO A FORK,
 KK1653'TAKE THE LEFT FORK AND GO NORTHERLY ON A GRAVELED ROAD FOR
 KK1653'2.55 MILES TO A FORK AND A SIGN PIKE NATIONAL FOREST.  TAKE
 KK1653'THE RIGHT FORK AND GO NORTHEASTERLY ON THE MAIN TRAVELED
 KK1653'GRAVELED ROAD FOR 7.6 MILES TO A PICNIC GROUNDS ON THE RIGHT,
 KK1653'CONTINUE NORTHERLY FOR 0.2 MILE TO A CURVE WITH A TRIANGLE
 KK1653'BLAZED TREE ON THE RIGHT AND THE END OF TRUCK TRAVEL.  FROM
 KK1653'THIS POINT PACK NORTHEAST ALONG A SMALL STREAM ON A WELL
 KK1653'MARKED TRAIL FOR ABOUT 0.2 MILE TO SEVERAL BLAZED TREES,
 KK1653'TURN RIGHT.  EASTERLY, UP HILL ON A WELL MARKED TRAIL FOR
 KK1653'ABOUT 0.5 MILE TO A POINT JUST BEFORE REACHING THE TOP OF THE
 KK1653'SADDLE OF THE HILL AND SEVERAL BLAZED TREES.  TURN LEFT
 KK1653'AND FOLLOW THE TRAIL NORTHWESTERLY FOR ABOUT 0.2 MILE TO A
 KK1653'POINT JUST BEFORE REACHING A SMALL CREEK AND SEVERAL
 KK1653'BLAZED TREES, AT THIS POINT TURN RIGHT AND GO NORTHERLY
 KK1653'UP HILL FOR ABOUT 0.2 MILE TO THE HIGHEST POINT AND THE
 KK1653'STATION AS DESCRIBED.  THIS IS ABOUT A 1 HOUR PACK.
 KK1653
 KK1653                          STATION RECOVERY (1953)
 KK1653
 KK1653'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 KK1653'STATION MARK--USGS STANDARD TABLET SET FLUSH IN BOULDER WHICH IS
 KK1653'ABOUT 2.5 FT. IN DIAMETER PROJECTING 6 IN., NOT STAMPED.
 KK1653'
 KK1653'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0649 ***********************************************************************
 KL0649  DESIGNATION -  MT HOLY CROSS ET
 KL0649  PID         -  KL0649
 KL0649  STATE/COUNTY-  CO/EAGLE
 KL0649  USGS QUAD   -  MOUNT OF THE HOLY CROSS (1987)
 KL0649
 KL0649                         *CURRENT SURVEY CONTROL
 KL0649  ___________________________________________________________________
 KL0649* NAD 83(1992)-  39 28 00.58317(N)    106 28 54.07273(W)     ADJUSTED  
 KL0649* NAVD 88     -      4269.9    (meters)   14009.     (feet)  VERTCON   
 KL0649  ___________________________________________________________________
 KL0649  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 KL0649  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 KL0649
 KL0649  HORZ ORDER  -  THIRD
 KL0649
 KL0649.The horizontal coordinates were established by classical geodetic methods
 KL0649.and adjusted by the National Geodetic Survey in January 1993..
 KL0649
 KL0649.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0649
 KL0649.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0649
 KL0649.The geoid height was determined by GEOID03.
 KL0649
 KL0649;                    North         East     Units Scale Factor Converg.
 KL0649;SPC CO C     -   486,589.465   829,928.802   MT  0.99995624   -0 37 08.9
 KL0649;SPC CO C     - 1,596,418.94  2,722,858.08   sFT  0.99995624   -0 37 08.9
 KL0649;UTM  13      - 4,369,630.818   372,542.731   MT  0.99980002   -0 56 31.0
 KL0649
 KL0649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0649!SPC CO C     -   0.99933252  x   0.99995624  =   0.99928879
 KL0649!UTM  13      -   0.99933252  x   0.99980002  =   0.99913268
 KL0649
 KL0649:                Primary Azimuth Mark                     Grid Az
 KL0649:SPC CO C     -  WHITNEY ET                               169 30 26.9
 KL0649:UTM  13      -  WHITNEY ET                               169 49 49.0
 KL0649
 KL0649|---------------------------------------------------------------------|
 KL0649| PID    Reference Object                     Distance      Geod. Az  |
 KL0649|                                                           dddmmss.s |
 KL0649| KL0648 WHITNEY ET                          APPROX. 3.9 KM 1685318.0 |
 KL0649|---------------------------------------------------------------------|
 KL0649
 KL0649                          SUPERSEDED SURVEY CONTROL
 KL0649
 KL0649  NAD 83(1986)-  39 28 00.57678(N)    106 28 54.07390(W) AD(       ) 3
 KL0649  NAD 27      -  39 28 00.63472(N)    106 28 51.96214(W) AD(       ) 3
 KL0649  NGVD 29 (07/19/86) 4268.0    (m)        14003.     (f) VERT ANG       
 KL0649
 KL0649.Superseded values are not recommended for survey control.
 KL0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0649.See file dsdata.txt to determine how the superseded data were derived.
 KL0649
 KL0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD7254369631(NAD 83)
 KL0649_MARKER: DD = SURVEY DISK
 KL0649_SETTING: 66 = SET IN ROCK OUTCROP
 KL0649_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KL0649_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0649+STABILITY: POSITION/ELEVATION WELL
 KL0649
 KL0649  HISTORY     - Date     Condition        Report By
 KL0649  HISTORY     - 1964     MONUMENTED       USGS
 KL0649
 KL0649                          STATION DESCRIPTION
 KL0649
 KL0649'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 KL0649'LOCATED ABOUT 18 MI. NW. OF LEADVILLE AND 9 MI. SW. OF MINTURN, ON
 KL0649'MOUNTAIN KNOWN AS MT. OF THE HOLY CROSS.  HELICOPTER WAS LANDED AT
 KL0649'STATION.  THE 7 FT. CAIRN, WHICH WAS THE OLD STATION MARK, HAS BEEN
 KL0649'DESTROYED.  THE 1911 REFERENCE MARK IS NOT A RM TABLET, BUT A
 KL0649'REGULAR BM TABLET AND IT WAS STAMPED ---MT. HOLY CROSS ET 1964---
 KL0649'AND USED FOR OUR NEW STATION MARK.  THE ENTIRE TOP OF THE PEAK IS
 KL0649'COMPOSED OF LARGE LOOSE BOULDERS, WITH THE EXCEPTION OF THE OUTCROP
 KL0649'CONTAINING THE STATION MARK.  THE OUTCROP IS AT THE NE. EDGE OF THE
 KL0649'TOP AND IS ABOUT 2 FT. WIDE AND 10 FT. LONG, SLOPING UP TO THE N.
 KL0649'THE TABLET IS NEAR THE CENTER AND IS ABOUT 2 FT. HIGHER THAN THE
 KL0649'LOOSE BOULDERS ON THE TOP.  THE HIGHEST POINT ON THE TOP IS THE N.
 KL0649'END OF THE OUTCROP CONTAINING THE TABLET, WHICH IS APPROXIMATELY
 KL0649'2 FT. HIGHER THAN THE TABLET.  A CAIRN HAS BEEN BUILT ABOUT 4 FT.
 KL0649'NW. OF THE STATION BY CLIMBERS TO RAISE THE OLD ELEVATION FROM
 KL0649'13,996 FT. TO 14,000 FT.
 KL0649'
 KL0649'STATION MARK--STANDARD USGS TABLET CEMENTED IN DRILL HOLE, IN OUTCROP,
 KL0649'PROJECTING 2 FT., AND STAMPED ---MT. HOLY CROSS ET 1964---.  A 4 FT.
 KL0649'CAIRN IS ABOUT 4 FT. NW. OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0650 ***********************************************************************
 KL0650  DESIGNATION -  MT JACKSON ET
 KL0650  PID         -  KL0650
 KL0650  STATE/COUNTY-  CO/EAGLE
 KL0650  USGS QUAD   -  MOUNT JACKSON (1987)
 KL0650
 KL0650                         *CURRENT SURVEY CONTROL
 KL0650  ___________________________________________________________________
 KL0650* NAD 83(1992)-  39 29 06.91380(N)    106 32 12.01845(W)     ADJUSTED  
 KL0650* NAVD 88     -      4168.5    (meters)   13676.     (feet)  VERTCON   
 KL0650  ___________________________________________________________________
 KL0650  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 KL0650  GEOID HEIGHT-         -12.61  (meters)                     GEOID03
 KL0650
 KL0650  HORZ ORDER  -  THIRD
 KL0650
 KL0650.The horizontal coordinates were established by classical geodetic methods
 KL0650.and adjusted by the National Geodetic Survey in January 1993..
 KL0650
 KL0650.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0650
 KL0650.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0650
 KL0650.The geoid height was determined by GEOID03.
 KL0650
 KL0650;                    North         East     Units Scale Factor Converg.
 KL0650;SPC CO C     -   488,687.451   825,220.955   MT  0.99995835   -0 39 13.7
 KL0650;SPC CO C     - 1,603,302.08  2,707,412.42   sFT  0.99995835   -0 39 13.7
 KL0650;UTM  13      - 4,371,755.003   367,847.493   MT  0.99981502   -0 58 38.2
 KL0650
 KL0650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0650!SPC CO C     -   0.99934841  x   0.99995835  =   0.99930679
 KL0650!UTM  13      -   0.99934841  x   0.99981502  =   0.99916355
 KL0650
 KL0650:                Primary Azimuth Mark                     Grid Az
 KL0650:SPC CO C     -  MT HOLY CROSS ET                         114 01 09.5
 KL0650:UTM  13      -  MT HOLY CROSS ET                         114 20 34.0
 KL0650
 KL0650|---------------------------------------------------------------------|
 KL0650| PID    Reference Object                     Distance      Geod. Az  |
 KL0650|                                                           dddmmss.s |
 KL0650| KL0649 MT HOLY CROSS ET                    APPROX. 5.2 KM 1132155.8 |
 KL0650|---------------------------------------------------------------------|
 KL0650
 KL0650                          SUPERSEDED SURVEY CONTROL
 KL0650
 KL0650  NAD 83(1986)-  39 29 06.90761(N)    106 32 12.01944(W) AD(       ) 3
 KL0650  NAD 27      -  39 29 06.96748(N)    106 32 09.90293(W) AD(       ) 3
 KL0650  NGVD 29 (07/19/86) 4166.6    (m)        13670.     (f) VERT ANG       
 KL0650
 KL0650.Superseded values are not recommended for survey control.
 KL0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0650.See file dsdata.txt to determine how the superseded data were derived.
 KL0650
 KL0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD6784771755(NAD 83)
 KL0650
 KL0650  HISTORY     - Date     Condition        Report By
 KL0650  HISTORY     - 1964     MONUMENTED       USGS
 KL0650  HISTORY     - 1970     GOOD             USGS
 KL0650
 KL0650                          STATION DESCRIPTION
 KL0650
 KL0650'DESCRIBED BY US GEOLOGICAL SURVEY 1970
 KL0650'STATION IS LOCATED IN EAGLE COUNTY, COLORADO, ABOUT 9 MI. W. AND 1
 KL0650'MI. S. OF REDCLIFF, ON THE HIGHEST POINT OF MT. JACKSON.  A
 KL0650'HELICOPTER CAN LAND AT THE STATION.
 KL0650'
 KL0650'STATION MARK--STANDARD USGS ALUMINUM TABLET CEMENTED IN AN EMBEDDED
 KL0650'BOULDER, STAMPED ---MT. JACKSON ET 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0627 ***********************************************************************
 KL0627  DESIGNATION -  MT LINCOLN
 KL0627  PID         -  KL0627
 KL0627  STATE/COUNTY-  CO/PARK
 KL0627  USGS QUAD   -  ALMA (1970)
 KL0627
 KL0627                         *CURRENT SURVEY CONTROL
 KL0627  ___________________________________________________________________
 KL0627* NAD 83(1992)-  39 21 05.22439(N)    106 06 41.64050(W)     ADJUSTED  
 KL0627* NAVD 88     -      4356.5    (meters)   14293.     (feet)  VERTCON   
 KL0627  ___________________________________________________________________
 KL0627  LAPLACE CORR-          -6.02  (seconds)                    DEFLEC99
 KL0627  GEOID HEIGHT-         -12.84  (meters)                     GEOID03
 KL0627
 KL0627  HORZ ORDER  -  FIRST
 KL0627
 KL0627.The horizontal coordinates were established by classical geodetic methods
 KL0627.and adjusted by the National Geodetic Survey in January 1993..
 KL0627
 KL0627.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0627
 KL0627.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0627
 KL0627.The geoid height was determined by GEOID03.
 KL0627
 KL0627;                    North         East     Units Scale Factor Converg.
 KL0627;SPC CO C     -   473,501.526   861,690.354   MT  0.99994543   -0 23 08.6
 KL0627;SPC CO C     - 1,553,479.59  2,827,062.44   sFT  0.99994543   -0 23 08.6
 KL0627;UTM  13      - 4,356,367.810   404,224.272   MT  0.99971294   -0 42 17.5
 KL0627
 KL0627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0627!SPC CO C     -   0.99931899  x   0.99994543  =   0.99926445
 KL0627!UTM  13      -   0.99931899  x   0.99971294  =   0.99903212
 KL0627
 KL0627:                Primary Azimuth Mark                     Grid Az
 KL0627:SPC CO C     -  MT LINCOLN AZ MK                         075 04 37.7
 KL0627:UTM  13      -  MT LINCOLN AZ MK                         075 23 46.6
 KL0627
 KL0627|---------------------------------------------------------------------|
 KL0627| PID    Reference Object                     Distance      Geod. Az  |
 KL0627|                                                           dddmmss.s |
 KL0627| CM7689 MT LINCOLN AZ MK                                   0744129.1 |
 KL0627| KL0624 SILVERHEELS MTN CAIRN               APPROX. 9.3 KM 0981513.8 |
 KL0627| KL0626 MT LINCOLN RM                         2.342 METERS 15534     |
 KL0627| CM7690 MT LINCOLN RM 1                       6.397 METERS 17015     |
 KL0627| KL0625 MT LINCOLN PK CAIRN SITE              1.800 METERS 25258     |
 KL0627| CM7691 MT LINCOLN RM 2                      12.278 METERS 27048     |
 KL0627|---------------------------------------------------------------------|
 KL0627
 KL0627                          SUPERSEDED SURVEY CONTROL
 KL0627
 KL0627  NAD 83(1986)-  39 21 05.21748(N)    106 06 41.64188(W) AD(       ) 1
 KL0627  NAD 27      -  39 21 05.26100(N)    106 06 39.56900(W) AD(       ) 1
 KL0627  NGVD 29 (07/19/86) 4354.4    (m)        14286.     (f) VERT ANG       
 KL0627
 KL0627.Superseded values are not recommended for survey control.
 KL0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0627.See file dsdata.txt to determine how the superseded data were derived.
 KL0627
 KL0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD0422456368(NAD 83)
 KL0627_MARKER: DS = TRIANGULATION STATION DISK
 KL0627_SETTING: 66 = SET IN ROCK OUTCROP
 KL0627
 KL0627  HISTORY     - Date     Condition        Report By
 KL0627  HISTORY     - 1951     MONUMENTED       CGS
 KL0627  HISTORY     - 1953     GOOD             CGS
 KL0627  HISTORY     - 1959     GOOD             AMS
 KL0627  HISTORY     - 1964     GOOD             USGS
 KL0627  HISTORY     - 1981     GOOD             LOCENG
 KL0627  HISTORY     - 20020901 GOOD             GEOCAC
 KL0627
 KL0627                          STATION DESCRIPTION
 KL0627
 KL0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 KL0627'STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT PEAK
 KL0627'LOCALLY KNOWN AS LINCOLN PK., AIRLINE, ABOUT 5 MILES NORTH
 KL0627'NORTHWEST OF ALMA, 4 MILES EAST SOUTHEAST OF CLIMAX AND 2
 KL0627'MILES WEST SOUTHWEST OF THE SUMMIT OF HOOSIER PASS.  IT IS
 KL0627'A ROCKY, SHARP POINTED PEAK AT AN ELEVATION OF ABOUT 14,284
 KL0627'FEET.
 KL0627'
 KL0627'TO REACH FROM THE U.S. POST OFFICE IN ALMA, GO NORTH ON STATE
 KL0627'HIGHWAY 9 FOR 2.0 MILES TO A FORK AND A SIGN MONTGOMERY
 KL0627'CABINS.  TAKE THE LEFT FORK AS PER SIGN AND GO 0.1 MILE TO
 KL0627'A FORK.  TAKE THE LEFT FORK, CROSSING DAM, FOR 0.2 MILE TO
 KL0627'A CROSS ROAD.  CONTINUE STRAIGHT AHEAD UPHILL ON A TRACK
 KL0627'ROAD FOR 2.6 MILES TO THE END OF TRUCK TRAVEL FOR A STANDARD
 KL0627'TRUCK AT A SMALL MEADOW.  A FOUR WHEEL DRIVE JEEP CAN BE
 KL0627'DRIVEN FROM HERE BY CONTINUING ON THE TRACK ROAD UP THE
 KL0627'RIDGE, ROUGHLY FOLLOWING THE OLD POWER LINE THAT LEADS UP
 KL0627'TO THE OLD MINE BUILDINGS AT THE END OF JEEP TRAVEL, FOR 1.5
 KL0627'MILES TO THE UPPER END OF THE VALLEY.  TURN SHARP RIGHT
 KL0627'ALONG NARROW SHELF ROAD AND GO 0.4 MILE TO THE TOP OF THE
 KL0627'RIDGE.  TURN LEFT AND FOLLOW THE TRACK ROAD ALONG THE TOP
 KL0627'OF THE RIDGE FOR ABOUT 0.5 MILE TO AN OLD MINE
 KL0627'BUILDING, THE END OF THE ROAD AND THE END OF TRUCK TRAVEL.
 KL0627'FROM HERE PACK WESTERLY UP THE STEEP PEAK FOR ABOUT 0.2 MILE
 KL0627'TO THE HIGHEST POINT AND THE STATION.  TIME OF PACK IS
 KL0627'APPROXIMATELY 15 MINUTES.
 KL0627'
 KL0627'STATION MARK, STAMPED MT LINCOLN 1951, IS A STANDARD DISK
 KL0627'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS
 KL0627'6 INCHES.
 KL0627'
 KL0627'REFERENCE MARK NUMBER 1, STAMPED MT LINCOLN NO 1 1951, IS
 KL0627'A STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 KL0627'THAT PROJECTS 4 INCHES AND IS 24 INCHES LOWER IN ELEVATION
 KL0627'THAN THE STATION.
 KL0627'
 KL0627'REFERENCE MARK NUMBER 2, STAMPED MT LINCOLN NO 2 1951, IS A
 KL0627'STANDARD DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK
 KL0627'THAT PROJECTS 2 INCHES AND IS 5 FEET LOWER IN ELEVATION
 KL0627'THAN THE STATION.
 KL0627'
 KL0627'AZIMUTH MARK, STAMPED MT LINCOLN 1951, IS A STANDARD DISK
 KL0627'CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER OF THE CONCRETE
 KL0627'BASE OF THE HOOSIER PASS MEMORIAL MONUMENT AT THE SUMMIT
 KL0627'OF THE PASS.  IT IS 5.6 MILES NORTH ON STATE HIGHWAY 9 FROM
 KL0627'THE U.S. POST OFFICE IN ALMA.
 KL0627'
 KL0627'USGS REFERENCE MARK, NO STAMPING, IS A STANDARD U.S. GEOLOGICAL
 KL0627'SURVEY REFERENCE DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING
 KL0627'BEDROCK THAT PROJECTS 12 INCHES AND IS 6 INCHES LOWER IN
 KL0627'ELEVATION THAN THE STATION.  IT POINTS TOWARDS THE SITE
 KL0627'OF THE USGS STATION AND CAIRN WHICH HAS BEEN DEMOLISHED.
 KL0627'
 KL0627'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
 KL0627
 KL0627                          STATION RECOVERY (1953)
 KL0627
 KL0627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RLE)
 KL0627'THE STATION, REFERENCE MARK NO. 1, REFERENCE MARK NO. 2, USGS
 KL0627'REFERENCE MARK AND THE AZIMUTH MARK WERE RECOVERED AND FOUND
 KL0627'TO BE IN GOOD CONDITION.  A DIFFERENCE WAS FOUND IN THE
 KL0627'DIRECTION TO THE REFERENCE MARKS.
 KL0627'
 KL0627'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION--
 KL0627'
 KL0627'THE STATION IS LOCATED ABOUT 5.0 MILES NORTHWEST OF ALMA
 KL0627'AND ABOUT 3.0 MILES WEST OF HOOSIER PASS ON THE HIGHEST
 KL0627'POINT OF MT. LINCOLN.  IT IS STAMPED MT LINCOLN 1951.  NOTE 2.
 KL0627'
 KL0627'REFERENCE MARK NO. 1 IS ABOUT 2 FEET LOWER IN ELEVATION THAN
 KL0627'THE STATION AND IS STAMPED MT LINCOLN NO 1 1951.  NOTE 12C.
 KL0627'
 KL0627'REFERENCE MARK NO. 2 IS ABOUT 5 FEET LOWER IN ELEVATION THAN
 KL0627'THE STATION AND IS STAMPED MT LINCOLN NO 2 1951.  NOTE 12C.
 KL0627'
 KL0627'THE USGS REFERENCE MARK IS A STANDARD REFERENCE MARK DISK
 KL0627'CEMENTED IN A DRILL HOLE IN A BOULDER AND IS ABOUT 6 INCHES
 KL0627'LOWER IN ELEVATION THAN THE STATION.  THERE IS NO STAMPING
 KL0627'ON THE MARK.
 KL0627'
 KL0627'THE AZIMUTH MARK IS ON THE SUMMIT OF HOOSIER PASS, 60 FEET
 KL0627'WEST OF THE CENTER OF STATE HIGHWAY 9.  IT IS A STANDARD
 KL0627'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE SOUTHWEST CORNER
 KL0627'OF CONCRETE BASE OF THE HOOSIER PASS MEMORIAL MONUMENT AND IS
 KL0627'STAMPED MT LINCOLN 1951.  (THIS IS 6.4 MILES NORTH OF THE ALMA
 KL0627'POST OFFICE.)
 KL0627'
 KL0627'TO REACH THE STATION FROM THE POST OFFICE IN ALMA, GO NORTH
 KL0627'ON STATE HIGHWAY 9 FOR 0.8 MILE TO A SIDE ROAD ON THE LEFT,
 KL0627'TURN LEFT AND GO NORTHWEST AND NORTH ON DIRT ROAD FOR 0.8
 KL0627'MILE TO A FORK, TAKE RIGHT FORK AND CONTINUE NORTH ON TRACK
 KL0627'ROAD FOR 0.9 MILE TO A CROSSROAD JUST WEST OF A SMALL DAM.
 KL0627'TURN LEFT AND GO WEST AND NORTHWEST UP MOUNTAIN FOR 4.4 MILES
 KL0627'TO THE UPPER END OF CANYON, TURN SHARP RIGHT AND FOLLOW TRACK
 KL0627'ROAD UP STEEP RIDGE FOR 0.4 MILE TO TOP OF RIDGE, TURN LEFT
 KL0627'AND GO NORTHWESTERLY PASSING THROUGH OLD MINE DIGGINGS FOR
 KL0627'1.8 MILES TO THE END OF TRUCK TRAVEL AT SOME OLD BUILDINGS.
 KL0627'FROM THIS POINT PACK NORTHWESTERLY UP STEEP SLOPE FOR ABOUT
 KL0627'0.25 MILE TO THE HIGHEST POINT OF PEAK AND STATION AS
 KL0627'DESCRIBED.
 KL0627'
 KL0627'THIS IS ABOUT A 30 MINUTE PACK AND A 4 WHEEL DRIVE VEHICLE WILL
 KL0627'BE NEEDED TO REACH THE OLD BUILDINGS.
 KL0627
 KL0627                          STATION RECOVERY (1959)
 KL0627
 KL0627'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1959
 KL0627'STATION, REFERENCE MARKS, AND THE AZIMUTH MARK WERE RECOVERED
 KL0627'AS DESCRIBED.
 KL0627'
 KL0627'THE MARK IS 17 FEET NNW OF THE NE TIP OF A SHARP DROP-OFF
 KL0627'(NE TIP OF DARK SHADOW).  34 FEET NE OF SHARP DROP-OFF TO
 KL0627'SOUTHWEST.  42 FEET E OF SHARP POINT FORMED BY DEEP CUTS TO
 KL0627'SW.  60 FEET ESE OF SUMMIT OF RIDGE AT POINT WHERE RIDGE
 KL0627'TURNS TO THE SW.  8 FEET SE OF DROP-OFF TO NW AND 15 FEET
 KL0627'W OF THE CENTER OF A LIGHT SPOT ON THE EAST END OF THE PEAK.
 KL0627'NOTE--THE 1951 TO REACH DESCRIPTION WAS USED AND PROVIDES
 KL0627'FOR MORE DRIVING ON PAVED ROAD.  IT IS CONSIDERED MORE
 KL0627'ADEQUATE FOR 4-WHEEL DRIVE VEHICLES.
 KL0627
 KL0627                          STATION RECOVERY (1964)
 KL0627
 KL0627'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 KL0627'RECOVERED BY USGS VIA HELICOPTER (LANDED 1,000 FT. FROM STATION).
 KL0627'
 KL0627'STATION MARK--STANDARD USC AND GS DISK STAMPED ---MT. LINCOLN
 KL0627'1951---, CEMENTED IN DRILL HOLE, IN OUTCROPPING BEDROCK.
 KL0627
 KL0627                          STATION RECOVERY (1981)
 KL0627
 KL0627'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (BFK)
 KL0627'MT LINCOLN 1951 RECOVERED EXCELLENT.
 KL0627'
 KL0627'REFERENCE MARK MT LINCOLN NO 1 1951 RECOVERED EXCELLENT.
 KL0627'
 KL0627'REFERENCE MARK MT LINCOLN NO 2 1951 RECOVERED EXCELLENT.
 KL0627
 KL0627                          STATION RECOVERY (2002)
 KL0627
 KL0627'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 KL0627'MAIN MARK FOUND IN EXCELLENT CONDITION.  DID NOT SEARCH FOR RMS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0625 ***********************************************************************
 KL0625  DESIGNATION -  MT LINCOLN PK CAIRN SITE
 KL0625  PID         -  KL0625
 KL0625  STATE/COUNTY-  CO/PARK
 KL0625  USGS QUAD   -  ALMA (1970)
 KL0625
 KL0625                         *CURRENT SURVEY CONTROL
 KL0625  ___________________________________________________________________
 KL0625* NAD 83(1992)-  39 21 05.20730(N)    106 06 41.71238(W)     ADJUSTED  
 KL0625* NAVD 88     -      4358.     (meters)   14298.     (feet)  SCALED    
 KL0625  ___________________________________________________________________
 KL0625  LAPLACE CORR-          -6.01  (seconds)                    DEFLEC99
 KL0625  GEOID HEIGHT-         -12.84  (meters)                     GEOID03
 KL0625
 KL0625  HORZ ORDER  -  SECOND
 KL0625
 KL0625.The horizontal coordinates were established by classical geodetic methods
 KL0625.and adjusted by the National Geodetic Survey in January 1993..
 KL0625
 KL0625.The orthometric height was scaled from a topographic map.
 KL0625
 KL0625.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0625
 KL0625.The geoid height was determined by GEOID03.
 KL0625
 KL0625;                    North         East     Units Scale Factor Converg.
 KL0625;SPC CO C     -   473,501.011   861,688.629   MT  0.99994543   -0 23 08.6
 KL0625;SPC CO C     - 1,553,477.90  2,827,056.78   sFT  0.99994543   -0 23 08.6
 KL0625;UTM  13      - 4,356,367.304   404,222.546   MT  0.99971294   -0 42 17.6
 KL0625
 KL0625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0625!SPC CO C     -   0.99931874  x   0.99994543  =   0.99926420
 KL0625!UTM  13      -   0.99931874  x   0.99971294  =   0.99903187
 KL0625
 KL0625                          SUPERSEDED SURVEY CONTROL
 KL0625
 KL0625  NAD 83(1986)-  39 21 05.20039(N)    106 06 41.71376(W) AD(       ) 2
 KL0625  NAD 27      -  39 21 05.24000(N)    106 06 39.64000(W) AD(       ) 2
 KL0625
 KL0625.Superseded values are not recommended for survey control.
 KL0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0625.See file dsdata.txt to determine how the superseded data were derived.
 KL0625
 KL0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD0422356367(NAD 83)
 KL0625_MARKER: 72 = CAIRN
 KL0625
 KL0625  HISTORY     - Date     Condition        Report By
 KL0625  HISTORY     - 1951     FIRST OBSERVED   CGS
 KL0625  HISTORY     - 20020901 POOR             GEOCAC
 KL0625
 KL0625                          STATION DESCRIPTION
 KL0625
 KL0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 KL0625'THE STATION IS LOCATED ABOUT 4 MILES AIRLINE EAST SOUTHEAST
 KL0625'OF CLIMAX, AND ABOUT 5 MILES AIRLINE NORTH NORTHWEST OF ALMA,
 KL0625'ON A HIGH PROMINENT PEAK LOCALLY KNOWN AS LINCOLN PEAK.
 KL0625'
 KL0625'THE STATION IS THE SITE OF AN OLD CAIRN (NOW DEMOLISHED)
 KL0625'BELIEVED TO BE AN OLD U.S. GEOLOGICAL SURVEY CAIRN.  THERE
 KL0625'IS A U.S. GEOLOGICAL SURVEY REFERENCE DISK WITH THE ARROW
 KL0625'POINTING TOWARDS THE CAIRN SITE.  THE CENTER OF THE SITE
 KL0625'WAS INTERSECTED.
 KL0625
 KL0625                          STATION RECOVERY (2002)
 KL0625
 KL0625'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 KL0625'CAIRN STILL EXISTS.  ALSO FOUND RM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0626 ***********************************************************************
 KL0626  DESIGNATION -  MT LINCOLN RM
 KL0626  PID         -  KL0626
 KL0626  STATE/COUNTY-  CO/PARK
 KL0626  USGS QUAD   -  ALMA (1970)
 KL0626
 KL0626                         *CURRENT SURVEY CONTROL
 KL0626  ___________________________________________________________________
 KL0626* NAD 83(1992)-  39 21 05.15524(N)    106 06 41.60002(W)     ADJUSTED  
 KL0626* NAVD 88     -      4358.     (meters)   14298.     (feet)  SCALED    
 KL0626  ___________________________________________________________________
 KL0626  LAPLACE CORR-          -6.02  (seconds)                    DEFLEC99
 KL0626  GEOID HEIGHT-         -12.84  (meters)                     GEOID03
 KL0626
 KL0626  HORZ ORDER  -  SECOND
 KL0626
 KL0626.The horizontal coordinates were established by classical geodetic methods
 KL0626.and adjusted by the National Geodetic Survey in January 1993..
 KL0626
 KL0626.The orthometric height was scaled from a topographic map.
 KL0626
 KL0626.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0626
 KL0626.The geoid height was determined by GEOID03.
 KL0626
 KL0626;                    North         East     Units Scale Factor Converg.
 KL0626;SPC CO C     -   473,499.387   861,691.309   MT  0.99994543   -0 23 08.5
 KL0626;SPC CO C     - 1,553,472.57  2,827,065.57   sFT  0.99994543   -0 23 08.5
 KL0626;UTM  13      - 4,356,365.666   404,225.215   MT  0.99971294   -0 42 17.5
 KL0626
 KL0626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0626!SPC CO C     -   0.99931874  x   0.99994543  =   0.99926420
 KL0626!UTM  13      -   0.99931874  x   0.99971294  =   0.99903187
 KL0626
 KL0626                          SUPERSEDED SURVEY CONTROL
 KL0626
 KL0626  NAD 83(1986)-  39 21 05.14833(N)    106 06 41.60139(W) AD(       ) 2
 KL0626  NAD 27      -  39 21 05.19200(N)    106 06 39.52800(W) AD(       ) 2
 KL0626
 KL0626.Superseded values are not recommended for survey control.
 KL0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0626.See file dsdata.txt to determine how the superseded data were derived.
 KL0626
 KL0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD0422556366(NAD 83)
 KL0626_MARKER: DR = REFERENCE MARK DISK
 KL0626_SETTING: 66 = SET IN ROCK OUTCROP
 KL0626_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 KL0626_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0626+STABILITY: POSITION/ELEVATION WELL
 KL0626
 KL0626  HISTORY     - Date     Condition        Report By
 KL0626  HISTORY     - 1951     MONUMENTED       USGS
 KL0626  HISTORY     - 20020901 GOOD             GEOCAC
 KL0626
 KL0626                          STATION DESCRIPTION
 KL0626
 KL0626'DESCRIBED BY US GEOLOGICAL SURVEY 1951 (WRH)
 KL0626'THE STATION IS LOCATED ABOUT 4 MILES AIRLINE EAST SOUTHEAST
 KL0626'OF CLIMAX, AND ABOUT 5 MILES AIRLINE NORTH NORTHWEST OF ALMA,
 KL0626'ON A HIGH PROMINENT PEAK LOCALLY KNOWN AS LINCOLN PEAK.
 KL0626'
 KL0626'THE STATION IS A STANDARD U.S. GEOLOGICAL SURVEY REFERENCE
 KL0626'MARK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT
 KL0626'PROJECTS ABOUT 12 INCHES AND POINTS TOWARDS A DEMOLISHED
 KL0626'CAIRN.  THE MARK IS UNSTAMPED.
 KL0626
 KL0626                          STATION RECOVERY (2002)
 KL0626
 KL0626'RECOVERY NOTE BY GEOCACHING 2002 (RLW)
 KL0626'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1990 ***********************************************************************
 KK1990  DESIGNATION -  MT LOGAN
 KK1990  PID         -  KK1990
 KK1990  STATE/COUNTY-  CO/PARK
 KK1990  USGS QUAD   -  MOUNT LOGAN (1994)
 KK1990
 KK1990                         *CURRENT SURVEY CONTROL
 KK1990  ___________________________________________________________________
 KK1990* NAD 83(1992)-  39 29 44.51847(N)    105 37 52.91848(W)     ADJUSTED  
 KK1990* NAVD 88     -      3924.3    (meters)   12875.     (feet)  VERTCON   
 KK1990  ___________________________________________________________________
 KK1990  LAPLACE CORR-          -4.80  (seconds)                    DEFLEC99
 KK1990  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 KK1990
 KK1990  HORZ ORDER  -  FIRST
 KK1990
 KK1990.The horizontal coordinates were established by classical geodetic methods
 KK1990.and adjusted by the National Geodetic Survey in January 1993..
 KK1990
 KK1990.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1990
 KK1990.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1990
 KK1990.The geoid height was determined by GEOID03.
 KK1990
 KK1990;                    North         East     Units Scale Factor Converg.
 KK1990;SPC CO C     -   489,346.471   903,102.333   MT  0.99995958   -0 04 58.3
 KK1990;SPC CO C     - 1,605,464.21  2,962,928.24   sFT  0.99995958   -0 04 58.3
 KK1990;UTM  13      - 4,371,977.488   445,712.196   MT  0.99963628   -0 24 05.7
 KK1990
 KK1990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1990!SPC CO C     -   0.99938669  x   0.99995958  =   0.99934629
 KK1990!UTM  13      -   0.99938669  x   0.99963628  =   0.99902319
 KK1990
 KK1990|---------------------------------------------------------------------|
 KK1990| PID    Reference Object                     Distance      Geod. Az  |
 KK1990|                                                           dddmmss.s |
 KK1990| CP7802 MT LOGAN RM 1                        12.201 METERS 22327     |
 KK1990| KK2003 P 56                                APPROX.20.2 KM 2694122.0 |
 KK1990| CP7803 MT LOGAN RM 2                        10.472 METERS 27627     |
 KK1990|---------------------------------------------------------------------|
 KK1990
 KK1990                          SUPERSEDED SURVEY CONTROL
 KK1990
 KK1990  NAD 83(1986)-  39 29 44.51053(N)    105 37 52.92220(W) AD(       ) 1
 KK1990  NAD 27      -  39 29 44.55900(N)    105 37 50.90200(W) AD(       ) 1
 KK1990  NGVD 29 (07/19/86) 3922.7    (m)        12870.     (f) VERT ANG       
 KK1990
 KK1990.Superseded values are not recommended for survey control.
 KK1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1990.See file dsdata.txt to determine how the superseded data were derived.
 KK1990
 KK1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD4571271977(NAD 83)
 KK1990_MARKER: DD = SURVEY DISK
 KK1990_SETTING: 80 = SET IN A BOULDER
 KK1990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1990+STABILITY: SURFACE MOTION
 KK1990
 KK1990  HISTORY     - Date     Condition        Report By
 KK1990  HISTORY     - 1953     MONUMENTED       USGS
 KK1990  HISTORY     - 1955     GOOD             USGS
 KK1990
 KK1990                          STATION DESCRIPTION
 KK1990
 KK1990'DESCRIBED BY US GEOLOGICAL SURVEY 1953 (RLE)
 KK1990'THE STATION IS ABOUT 12 MILES NORTHWEST OF BAILEY AND ABOUT
 KK1990'6 MILES NORTHEAST OF GRANT ON THE HIGHEST PART OF A BARE,
 KK1990'FLAT TOPPED MOUNTAIN LOCALLY KNOWN AS MT. LOGAN.  IT IS 3
 KK1990'FEET WEST OF A CAIRN ABOUT 7 FEET HIGH.  THE STATION MARK IS A
 KK1990'U.S.G.S. TRIANGULATION STATION DISK SET FLUSH IN A BOULDER.
 KK1990'THERE IS NO STAMPING ON THE DISK.
 KK1990'
 KK1990'REFERENCE MARK NO. 1 IS 38 FEET SOUTHWEST OF A CAIRN, A U.S.G.S.
 KK1990'REFERENCE MARK DISK SET FLUSH IN A BOULDER, NO STAMPING ON
 KK1990'THE DISK.
 KK1990'
 KK1990'REFERENCE MARK NO. 2 IS 37.5 FEET WEST OF A CAIRN, SET FLUSH
 KK1990'IN A BOULDER AND IS STAMPED MT LOGAN NO 2 1953.
 KK1990'
 KK1990'THE DISTANCE BETWEEN R.M. NO. 1 AND R.M. NO. 2 IS 33.57 FEET.
 KK1990'
 KK1990'TRIANGULATION STATION P-56 (USFS) 1951 WILL SERVE AS AN AZIMUTH
 KK1990'MARK FOR THIS STATION.  SEE DESCRIPTION.
 KK1990'
 KK1990'TO REACH THE STATION FROM THE POST OFFICE IN GRANT GO WEST
 KK1990'ON U.S. HIGHWAY 285 FOR 0.1 MILE TO A GRAVELED ROAD RIGHT AND
 KK1990'SIGN TUMBLING RIVER GUEST RANCH, HERE TURN RIGHT AND FOLLOW
 KK1990'THE GRAVELED ROAD FOR 3.7 MILES TO THE ENTRANCE ON THE LEFT
 KK1990'TO THE RANCH.  ARRANGEMENTS WERE MADE AT THE RANCH FOR THE
 KK1990'USE OF PACK HORSES FOR REACHING THE STATION.
 KK1990'
 KK1990'FROM THE ENTRANCE TO THE GUEST RANCH GO SOUTH ON THE GRAVELED
 KK1990'ROAD FOR 0.5 MILE TO A METAL GATE ON THE LEFT, TURN LEFT
 KK1990'PASSING THROUGH THE GATE AND FOLLOW A WELL TRAVELED PACK
 KK1990'TRAIL EAST UP THE CANYON AND FOLLOWING ALONG THE SIDE OF THREE
 KK1990'MILE CREEK WHICH FLOWS DOWN THE CANYON.  FOLLOW THE TRAIL
 KK1990'ALONG THE CREEK FOR ABOUT 5 MILES TO A FORK FORMED BY ANOTHER
 KK1990'PROMINENT CREEK WHICH FLOWS DOWN A CANYON TO THE LEFT AND
 KK1990'JOINS WITH THREE MILE CREEK.  FROM THIS POINT MT. LOGAN CAN
 KK1990'BE SEEN BY LOOKING UP THE CANYON ON THE RIGHT AND BEING THE
 KK1990'HIGHEST OF A GROUP OF THREE MOUNTAINS, MT. LOGAN BEING TO
 KK1990'THE FAR LEFT, HERE GO SOUTHEAST UP THE CANYON ON THE RIGHT
 KK1990'AND CLIMB TO THE CREST OF THE SADDLE BETWEEN THE TWO
 KK1990'LARGER MOUNTAINS.  AT THE TOP OF THE SADDLE BEAR LEFT
 KK1990'TO THE CREST OF MT. LOGAN AND THE STATION AS DESCRIBED.
 KK1990'THIS IS A THREE HOUR HORSE PACK.
 KK1990
 KK1990                          STATION RECOVERY (1955)
 KK1990
 KK1990'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 KK1990'STATION CALLED LOGAN PRIOR TO OCCUPATION.
 KK1990'
 KK1990'STATION MARK--USGS STANDARD TABLET SET FLUSH IN BOULDER, NO STAMPING.
 KK1990'BRASS TABLET OF DENVER MUNICIPAL WATER WORKS IS APPROXIMATELY 105 FT.
 KK1990'SW. OF THIS STATION.  NO POSITION, OR TIE, IS AVAILABLE FOR DMWW
 KK1990'TABLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0806 ***********************************************************************
 KL0806  DESIGNATION -  MT NAST
 KL0806  PID         -  KL0806
 KL0806  STATE/COUNTY-  CO/PITKIN
 KL0806  USGS QUAD   -  NAST (1994)
 KL0806
 KL0806                         *CURRENT SURVEY CONTROL
 KL0806  ___________________________________________________________________
 KL0806* NAD 83(1992)-  39 15 04.08111(N)    106 36 42.07973(W)     ADJUSTED  
 KL0806* NAVD 88     -      3801.9    (meters)   12473.     (feet)  VERTCON   
 KL0806  ___________________________________________________________________
 KL0806  LAPLACE CORR-           5.06  (seconds)                    DEFLEC99
 KL0806  GEOID HEIGHT-         -13.00  (meters)                     GEOID03
 KL0806
 KL0806  HORZ ORDER  -  THIRD
 KL0806
 KL0806.The horizontal coordinates were established by classical geodetic methods
 KL0806.and adjusted by the National Geodetic Survey in January 1993..
 KL0806
 KL0806.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0806
 KL0806.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0806
 KL0806.The geoid height was determined by GEOID03.
 KL0806
 KL0806;                    North         East     Units Scale Factor Converg.
 KL0806;SPC CO C     -   462,774.456   818,449.793   MT  0.99993933   -0 42 04.1
 KL0806;SPC CO C     - 1,518,285.86  2,685,197.36   sFT  0.99993933   -0 42 04.1
 KL0806;UTM  13      - 4,345,883.500   360,932.024   MT  0.99983813   -1 01 11.7
 KL0806
 KL0806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0806!SPC CO C     -   0.99940590  x   0.99993933  =   0.99934527
 KL0806!UTM  13      -   0.99940590  x   0.99983813  =   0.99924413
 KL0806
 KL0806                          SUPERSEDED SURVEY CONTROL
 KL0806
 KL0806  NAD 83(1986)-  39 15 04.07616(N)    106 36 42.08130(W) AD(       ) 3
 KL0806  NGVD 29 (11/04/91) 3799.9    (m)        12467.     (f) VERT ANG       
 KL0806
 KL0806.Superseded values are not recommended for survey control.
 KL0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0806.See file dsdata.txt to determine how the superseded data were derived.
 KL0806
 KL0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD6093245884(NAD 83)
 KL0806_MARKER: DD = SURVEY DISK
 KL0806_SETTING: 80 = SET IN A BOULDER
 KL0806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0806+STABILITY: SURFACE MOTION
 KL0806
 KL0806  HISTORY     - Date     Condition        Report By
 KL0806  HISTORY     - 1959     MONUMENTED       USGS
 KL0806
 KL0806                          STATION DESCRIPTION
 KL0806
 KL0806'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 KL0806'THE STATION IS LOCATED 9 MI. S. OF AND 7 MI. E. OF MEREDITH, COLORADO,
 KL0806'ON THE RIDGE BETWEEN CHAPMAN GULCH AND SOUTH FORK OF THE FRYING PAN
 KL0806'RIVER, 2.3 MI. SE. OF CHAPMAN LAKE.
 KL0806'
 KL0806'TO REACH THE STATION FROM MEREDITH, COLORADO, GO E. ON COLORADO STATE
 KL0806'HIGHWAY 104 FOR ABOUT 8 MI. TO THE CHAPMAN DAM CAMPGROUNDS.  THIS IS
 KL0806'THE END OF TRUCK TRAVEL.  PACK SE. ON THE CHAPMAN LAKE TRAIL FOR
 KL0806'ABOUT 2.5 MI. TO A CROSSING OF THE TRAIL AND CHAPMAN CREEK.  TAKE THE
 KL0806'RIGHT HAND TRAIL AND CONTINUE UP CHAPMAN GULCH FOR ABOUT 2 MI. PAST
 KL0806'THE REMAINS OF A HUNTING CAMP.  BEAR E. UP STEEP SLOPE AND LOCATE
 KL0806'AN OLD BLAZED TRAIL.  FOLLOW THE TRAIL INTO A SMALL SADDLE ON THE
 KL0806'CROWN OF THE RIDGE, THENCE TURN RIGHT ON TRAIL (TRAIL IS AN OLD
 KL0806'BURNED AREA AND AT TIMES DIFFICULT TO FOLLOW), CONTINUE S. ON TRAIL
 KL0806'INTO A SMALL CLEARING ON THE E. SIDE OF THE RIDGE AND A LARGE ROCK
 KL0806'OUTCROP.  CLIMB DIRECTLY OVER THE OUTCROP INTO A SMALL SADDLE.  PACK
 KL0806'AROUND THE S. SIDE OF A LARGE ROCKY POINT AND FOLLOW THE RIDGE TO THE
 KL0806'SLIDEROCK AREA.  THIS IS THE END OF HORSE TRAVEL.  PACK S. ALONG THE
 KL0806'RIDGE TO THE HIGHEST POINT AND STATION.  THE STATION IS ON A LARGE 6
 KL0806'BY 10 BY 4 FT. BOULDER.
 KL0806'
 KL0806'STATION MARK--A STANDARD USGS ALUMINUM TABLET CEMENTED IN PLACE ON
 KL0806'TOP OF A LARGE BOULDER.  STATION IS STAMPED---MT. NAST VABM 1959---.
 KL0806'
 KL0806'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0885 ***********************************************************************
 JL0885  DESIGNATION -  MT OXFORD
 JL0885  PID         -  JL0885
 JL0885  STATE/COUNTY-  CO/CHAFFEE
 JL0885  USGS QUAD   -  MOUNT HARVARD (1982)
 JL0885
 JL0885                         *CURRENT SURVEY CONTROL
 JL0885  ___________________________________________________________________
 JL0885* NAD 83(1992)-  38 57 53.33523(N)    106 20 19.73339(W)     ADJUSTED  
 JL0885* NAVD 88     -      4315.9    (meters)   14160.     (feet)  VERTCON   
 JL0885  ___________________________________________________________________
 JL0885  LAPLACE CORR-          -4.99  (seconds)                    DEFLEC99
 JL0885  GEOID HEIGHT-         -13.55  (meters)                     GEOID03
 JL0885
 JL0885  HORZ ORDER  -  THIRD
 JL0885
 JL0885.The horizontal coordinates were established by classical geodetic methods
 JL0885.and adjusted by the National Geodetic Survey in January 1993..
 JL0885
 JL0885.The NAVD 88 height was computed by applying the VERTCON shift value to
 JL0885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 JL0885
 JL0885.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0885
 JL0885.The geoid height was determined by GEOID03.
 JL0885
 JL0885;                    North         East     Units Scale Factor Converg.
 JL0885;SPC CO C     -   430,738.621   841,707.831   MT  0.99993872   -0 31 44.5
 JL0885;SPC CO C     - 1,413,181.63  2,761,503.11   sFT  0.99993872   -0 31 44.5
 JL0885;UTM  13      - 4,313,724.380   384,010.050   MT  0.99976566   -0 50 31.2
 JL0885
 JL0885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0885!SPC CO C     -   0.99932542  x   0.99993872  =   0.99926418
 JL0885!UTM  13      -   0.99932542  x   0.99976566  =   0.99909124
 JL0885
 JL0885                          SUPERSEDED SURVEY CONTROL
 JL0885
 JL0885  NAD 83(1986)-  38 57 53.32991(N)    106 20 19.73771(W) AD(       ) 3
 JL0885  NGVD 29 (12/18/91) 4313.9    (m)        14153.     (f) VERT ANG       
 JL0885
 JL0885.Superseded values are not recommended for survey control.
 JL0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0885.See file dsdata.txt to determine how the superseded data were derived.
 JL0885
 JL0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD8401013724(NAD 83)
 JL0885_MARKER: DD = SURVEY DISK
 JL0885_SETTING: 80 = SET IN A BOULDER
 JL0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0885+STABILITY: SURFACE MOTION
 JL0885
 JL0885  HISTORY     - Date     Condition        Report By
 JL0885  HISTORY     - 1955     MONUMENTED       USGS
 JL0885
 JL0885                          STATION DESCRIPTION
 JL0885
 JL0885'DESCRIBED BY US GEOLOGICAL SURVEY 1955
 JL0885'LOCATED ABOUT 2.5 MI. SE. OF VICKSBURG AT THE HEAD OF WAVERLY GULCH
 JL0885'ON THE HIGHEST POINT OF RIDGE, AND AT THE WESTERLY OF TWO SMALL KNOBS
 JL0885'OF APPROXIMATELY THE SAME ELEVATION.
 JL0885'
 JL0885'TO REACH FROM BUENA VISTA, GO 12.9 MI. NW. ALONG U.S. HIGHWAY 24 TO
 JL0885'JUNCTION WITH DIRT RD. W.  TURN LEFT, PROCEEDING ALONG DIRT RD. 0.4
 JL0885'MI. TO RD. FORK.  TAKE LEFT FORK AND PROCEED 1.3 MI. TO END OF TRUCK
 JL0885'TRAVEL.  FOLLOW PINE CREEK TRAIL SOUTHWESTERLY APPROXIMATELY 12 MI.
 JL0885'TO THE HEAD OF MISSOURI BASIN.  PROCEED ON FOOT ALONG DIM TRAIL TO
 JL0885'SADDLE BETWEEN MISSOURI MTN. AND MT. BELFORD, THENCE TRAVEL
 JL0885'NORTHEASTERLY ALONG RIDGE, CROSSING RIDGE OF MT. BELFORD ABOUT 1500
 JL0885'FT. SE. OF TOP, CONTINUE NORTHEASTERLY INTO SADDLE, THENCE PROCEED TO
 JL0885'HIGHEST POINT AND STATION.  ABOUT 2-1/2 HOUR PACK FROM BASIN.
 JL0885'
 JL0885'STATION MARK--STANDARD TABLET STAMPED---MT. OXFORD 1955---, CEMENTED
 JL0885'IN BOULDER.
 JL0885'
 JL0885'REFERENCE MARK NO. 1--THE TOP POINT OF A FOUR FACED, PYRAMID SHAPED
 JL0885'ROCK, APPROXIMATELY 3 X 2 FT. AT BASE, WITH A CHISELED SQUARE AROUND
 JL0885'THE HIGHEST POINT, 13.82 FT. FROM STATION MARK, S 03 DEG 42 MIN W.
 JL0885'
 JL0885'REFERENCE MARK NO. 2--THE TOP POINT OF A THREE SIDED PYRAMID SHAPED
 JL0885'ROCK, APPROXIMATELY 2 X 2 X 2-1/2 FT. AT BASE, WITH A CHISELED SQUARE
 JL0885'AROUND THE HIGHEST POINT, 16.50 FT. FROM STATION MARK,
 JL0885'N 72 DEG 24 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0807 ***********************************************************************
 KL0807  DESIGNATION -  MT THOMAS
 KL0807  PID         -  KL0807
 KL0807  STATE/COUNTY-  CO/EAGLE
 KL0807  USGS QUAD   -  CROOKED CREEK PASS (1987)
 KL0807
 KL0807                         *CURRENT SURVEY CONTROL
 KL0807  ___________________________________________________________________
 KL0807* NAD 83(1992)-  39 25 11.32662(N)    106 44 36.84154(W)     ADJUSTED  
 KL0807* NAVD 88     -      3652.8    (meters)   11984.     (feet)  VERTCON   
 KL0807  ___________________________________________________________________
 KL0807  LAPLACE CORR-           3.93  (seconds)                    DEFLEC99
 KL0807  GEOID HEIGHT-         -13.13  (meters)                     GEOID03
 KL0807
 KL0807  HORZ ORDER  -  THIRD
 KL0807
 KL0807.The horizontal coordinates were established by classical geodetic methods
 KL0807.and adjusted by the National Geodetic Survey in January 1993..
 KL0807
 KL0807.The NAVD 88 height was computed by applying the VERTCON shift value to
 KL0807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KL0807
 KL0807.The Laplace correction was computed from DEFLEC99 derived deflections.
 KL0807
 KL0807.The geoid height was determined by GEOID03.
 KL0807
 KL0807;                    North         East     Units Scale Factor Converg.
 KL0807;SPC CO C     -   481,646.312   807,324.122   MT  0.99995135   -0 47 03.5
 KL0807;SPC CO C     - 1,580,201.28  2,648,695.89   sFT  0.99995135   -0 47 03.5
 KL0807;UTM  13      - 4,364,815.717   349,913.174   MT  0.99987735   -1 06 26.5
 KL0807
 KL0807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KL0807!SPC CO C     -   0.99942930  x   0.99995135  =   0.99938068
 KL0807!UTM  13      -   0.99942930  x   0.99987735  =   0.99930672
 KL0807
 KL0807                          SUPERSEDED SURVEY CONTROL
 KL0807
 KL0807  NAD 83(1986)-  39 25 11.32012(N)    106 44 36.84301(W) AD(       ) 3
 KL0807  NGVD 29 (11/04/91) 3651.0    (m)        11978.     (f) VERT ANG       
 KL0807
 KL0807.Superseded values are not recommended for survey control.
 KL0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0807.See file dsdata.txt to determine how the superseded data were derived.
 KL0807
 KL0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD4991364816(NAD 83)
 KL0807_MARKER: DD = SURVEY DISK
 KL0807_SETTING: 80 = SET IN A BOULDER
 KL0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0807+STABILITY: SURFACE MOTION
 KL0807
 KL0807  HISTORY     - Date     Condition        Report By
 KL0807  HISTORY     - 1960     MONUMENTED       USGS
 KL0807
 KL0807                          STATION DESCRIPTION
 KL0807
 KL0807'DESCRIBED BY US GEOLOGICAL SURVEY 1960
 KL0807'STATION IS LOCATED 17.0 MI. SSE. OF EAGLE, COLORADO, 4.0 MI. AIRLINE
 KL0807'N. OF MEREDITH, COLORADO, ON THE HIGHEST POINT OF MT. THOMAS.  STATION
 KL0807'WAS FIRST ESTABLISHED IN 1914 BY USGS, BUT NOT OCCUPIED.  STATION IS
 KL0807'ON RED TABLE MT., IN T 7 S, R 83 W, NEAR THE SW. CORNER OF TOWNSHIP,
 KL0807'NEAR THE HEAD OF FREEMAN CREEK ON THE S. AND A PRONG OF BRUSH CREEK ON
 KL0807'THE N., ON ROUND BARE KNOB.
 KL0807'
 KL0807'STATION MARK--AN OLD USGS TABLET SET IN SMALL BOULDER UNDER A 5.8 FT.
 KL0807'CAIRN.
 KL0807'
 KL0807'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AB8080 ***********************************************************************
 AB8080  SACS        -  This is a Secondary Airport Control Station.
 AB8080  DESIGNATION -  MTJ A
 AB8080  PID         -  AB8080
 AB8080  STATE/COUNTY-  CO/MONTROSE
 AB8080  USGS QUAD   -  OLATHE (1982)
 AB8080
 AB8080                         *CURRENT SURVEY CONTROL
 AB8080  ___________________________________________________________________
 AB8080* NAD 83(1992)-  38 31 48.04253(N)    107 53 37.72999(W)     ADJUSTED  
 AB8080* NAVD 88     -      1734.39   (meters)    5690.2    (feet)  GPS OBS   
 AB8080  ___________________________________________________________________
 AB8080  X           -  -1,535,451.650 (meters)                     COMP
 AB8080  Y           -  -4,755,605.268 (meters)                     COMP
 AB8080  Z           -   3,952,706.219 (meters)                     COMP
 AB8080  LAPLACE CORR-           5.46  (seconds)                    DEFLEC99
 AB8080  ELLIP HEIGHT-        1717.88  (meters)          (10/21/02) GPS OBS
 AB8080  GEOID HEIGHT-         -16.54  (meters)                     GEOID03
 AB8080
 AB8080  HORZ ORDER  -  FIRST
 AB8080  ELLP ORDER  -  FIFTH     CLASS I
 AB8080
 AB8080.This mark is at Montrose Regional Airport (MTJ)
 AB8080
 AB8080.The horizontal coordinates were established by GPS observations
 AB8080.and adjusted by the National Geodetic Survey in June 2000..
 AB8080
 AB8080.The orthometric height was determined by GPS observations and a
 AB8080.high-resolution geoid model.
 AB8080
 AB8080.GPS derived orthometric heights for airport stations designated as
 AB8080.PACS or SACS are published to 2 decimal places.  This maintains
 AB8080.centimeter relative accuracy between the PACS and SACS.  It does
 AB8080.not indicate centimeter accuracy relative to other marks which are
 AB8080.part of the NAVD 88 network.
 AB8080
 AB8080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB8080
 AB8080.The Laplace correction was computed from DEFLEC99 derived deflections.
 AB8080
 AB8080.The ellipsoidal height was determined by GPS observations
 AB8080.and is referenced to NAD 83.
 AB8080
 AB8080.The geoid height was determined by GEOID03.
 AB8080
 AB8080;                    North         East     Units Scale Factor Converg.
 AB8080;SPC CO S     -   514,285.249   705,688.363   MT  1.00001908   -1 28 05.9
 AB8080;SPC CO S     - 1,687,284.19  2,315,245.90   sFT  1.00001908   -1 28 05.9
 AB8080;UTM  13      - 4,268,593.664   247,746.070   MT  1.00038369   -1 48 12.9
 AB8080
 AB8080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB8080!SPC CO S     -   0.99973053  x   1.00001908  =   0.99974960
 AB8080!UTM  13      -   0.99973053  x   1.00038369  =   1.00011412
 AB8080
 AB8080                          SUPERSEDED SURVEY CONTROL
 AB8080
 AB8080  ELLIP H (06/30/00) 1717.89   (m)                       GP(       ) 1 1
 AB8080
 AB8080.Superseded values are not recommended for survey control.
 AB8080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB8080.See file dsdata.txt to determine how the superseded data were derived.
 AB8080
 AB8080_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC4774668594(NAD 83)
 AB8080_MARKER: DS = TRIANGULATION STATION DISK
 AB8080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB8080_STAMPING: MTJ A 1994
 AB8080_MARK LOGO: NOS   
 AB8080_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AB8080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB8080+STABILITY: SURFACE MOTION
 AB8080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB8080+SATELLITE: SATELLITE OBSERVATIONS - April 27, 1999
 AB8080
 AB8080  HISTORY     - Date     Condition        Report By
 AB8080  HISTORY     - 1994     MONUMENTED       NOS
 AB8080  HISTORY     - 19990427 GOOD             MSAM
 AB8080
 AB8080                          STATION DESCRIPTION
 AB8080
 AB8080'DESCRIBED BY NATIONAL OCEAN SERVICE 1994 (DLA)
 AB8080'THE STATION IS LOCATED AT THE MONTROSE REGIONAL AIRPORT NEAR THE NORTH
 AB8080'END OF RUNWAY 17/35.  IT IS 314.3 FT (95.8 M) WEST OF CL END RWY 17,
 AB8080'113.0 FT (34.4 M) NORTH OF THE CL OF THE TAXIWAY, 78.0 FT (23.8 M) NNW
 AB8080'OF THE CENTER OF A MANHOLE COVER AT THE NORTH EDGE OF THE TAXIWAY,
 AB8080'39.8 FT (12.1 M) NORTH OF THE NORTH CORNER OF A RUNWAY SIGN, AND ON
 AB8080'LINE WITH THE PAINTED HOLD BAR ON THE TAXIWAY.  THE STATION IS AN NOS
 AB8080'DISK SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND
 AB8080'STAMPED MTJ A 1994.
 AB8080
 AB8080                          STATION RECOVERY (1999)
 AB8080
 AB8080'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AB8080'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC.  1999 (KCH) THE
 AB8080'STATION IS LOCATED ABOUT 14 KM (8.70 MI) SOUTHEAST OF OLATHE AND 5 KM
 AB8080'(3.10 MI) NORTH OF MONTROSE, AT THE MONTROSE COUNTY AIRPORT.  IT IS
 AB8080'NORTH OF THE NORTH END OF RUNWAY 17-35 AND EAST OF COUNTY ROAD 6400,
 AB8080'IN THE NORTHEAST QUARTER OF SECTION 9, T 49 N, R 9 W.  THE AIRPORT IS
 AB8080'NOT CONTROLLED.  THE USE OF THIS STATION REQUIRES AN ESCORT.  TO
 AB8080'SCHEDULE AN ESCORT CONTACT THE AIRPORT OPERATIONS MANAGER MR TERRY
 AB8080'SARGENT AT 2100 AIRPORT ROAD, MONTROSE, COLORADO, 81401, TELEPHONE
 AB8080'970-249-3203.  OWNERSHIP--MONTROSE COUNTY
 AB8080'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 50 AND U.S.
 AB8080'HIGHWAY 550 IN MONTROSE, GO NORTHWEST, ON U.S.  HIGHWAY 50 FOR 3.0 MI
 AB8080'(4.8 KM) TO AN INTERSECTION.  TURN RIGHT, NORTH, ON COUNTY ROAD 6300
 AB8080'FOR 0.9 MI (1.4 KM) TO AN INTERSECTION.  TURN RIGHT, EAST, ON JIG ROAD
 AB8080'FOR 0.9 MI (1.4 KM) TO A TEE INTERSECTION.  TURN LEFT, NORTH, ON
 AB8080'COUNTY ROAD 6400 FOR 0.3 MI (0.5 KM) TO AIRPORT GATE 8 AND THE STATION
 AB8080'ON TOP OF THE HILL ON THE RIGHT
 AB8080'THE MARK IS A NOS BRASS DISK SET IN THE TOP OF A CONCRETE POST.  IT IS
 AB8080'34.4 M (112.9 FT) NORTH OF THE CENTER OF TAXIWAY A1, 23.8 M (78.1 FT)
 AB8080'NORTH-NORTHWEST OF THE CENTER OF A MANHOLE COVER AT THE NORTH EDGE OF
 AB8080'TAXIWAY A1, 12.1 M (39.7 FT) NORTH OF THE NORTH CORNER OF A RUNWAY
 AB8080'SIGN AND ON LINE WITH THE PAINTED HOLD BAR ON THE TAXIWAY.  THIS
 AB8080'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5895 ***********************************************************************
 AI5895  SACS        -  This is a Secondary Airport Control Station.
 AI5895  DESIGNATION -  MTJ B
 AI5895  PID         -  AI5895
 AI5895  STATE/COUNTY-  CO/MONTROSE
 AI5895  USGS QUAD   -  MONTROSE WEST (1983)
 AI5895
 AI5895                         *CURRENT SURVEY CONTROL
 AI5895  ___________________________________________________________________
 AI5895* NAD 83(1992)-  38 29 35.44041(N)    107 53 20.47008(W)     ADJUSTED  
 AI5895* NAVD 88     -      1753.66   (meters)    5753.5    (feet)  GPS OBS   
 AI5895  ___________________________________________________________________
 AI5895  X           -  -1,535,840.624 (meters)                     COMP
 AI5895  Y           -  -4,758,171.686 (meters)                     COMP
 AI5895  Z           -   3,949,517.985 (meters)                     COMP
 AI5895  LAPLACE CORR-           4.93  (seconds)                    DEFLEC99
 AI5895  ELLIP HEIGHT-        1737.22  (meters)          (10/21/02) GPS OBS
 AI5895  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 AI5895
 AI5895  HORZ ORDER  -  FIRST
 AI5895  ELLP ORDER  -  FIFTH     CLASS I
 AI5895
 AI5895.This mark is at Montrose Regional Airport (MTJ)
 AI5895
 AI5895.The horizontal coordinates were established by GPS observations
 AI5895.and adjusted by the National Geodetic Survey in June 2000..
 AI5895
 AI5895.The orthometric height was determined by GPS observations and a
 AI5895.high-resolution geoid model.
 AI5895
 AI5895.GPS derived orthometric heights for airport stations designated as
 AI5895.PACS or SACS are published to 2 decimal places.  This maintains
 AI5895.centimeter relative accuracy between the PACS and SACS.  It does
 AI5895.not indicate centimeter accuracy relative to other marks which are
 AI5895.part of the NAVD 88 network.
 AI5895
 AI5895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5895
 AI5895.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5895
 AI5895.The ellipsoidal height was determined by GPS observations
 AI5895.and is referenced to NAD 83.
 AI5895
 AI5895.The geoid height was determined by GEOID03.
 AI5895
 AI5895;                    North         East     Units Scale Factor Converg.
 AI5895;SPC CO S     -   510,187.029   706,001.728   MT  1.00001147   -1 27 55.3
 AI5895;SPC CO S     - 1,673,838.61  2,316,274.00   sFT  1.00001147   -1 27 55.3
 AI5895;UTM  13      - 4,264,492.178   248,035.609   MT  1.00038190   -1 47 56.9
 AI5895
 AI5895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5895!SPC CO S     -   0.99972750  x   1.00001147  =   0.99973896
 AI5895!UTM  13      -   0.99972750  x   1.00038190  =   1.00010929
 AI5895
 AI5895                          SUPERSEDED SURVEY CONTROL
 AI5895
 AI5895  ELLIP H (06/30/00) 1737.23   (m)                       GP(       ) 1 1
 AI5895
 AI5895.Superseded values are not recommended for survey control.
 AI5895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5895.See file dsdata.txt to determine how the superseded data were derived.
 AI5895
 AI5895_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC4803664492(NAD 83)
 AI5895_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5895_STAMPING: MTJ B 1999
 AI5895_MARK LOGO: NGS   
 AI5895_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI5895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5895+STABILITY: SURFACE MOTION
 AI5895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5895+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 AI5895
 AI5895  HISTORY     - Date     Condition        Report By
 AI5895  HISTORY     - 1999     MONUMENTED       MSAM
 AI5895  HISTORY     - 20030621 GOOD             USPSQD
 AI5895  HISTORY     - 20050830 GOOD             USGS-R
 AI5895
 AI5895                          STATION DESCRIPTION
 AI5895
 AI5895'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AI5895'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC.  1999 (KCH) THE
 AI5895'STATION IS LOCATED ABOUT 14 KM (8.70 MI) SOUTHEAST OF OLATHE AND 5 KM
 AI5895'(3.10 MI) NORTH OF MONTROSE, AT THE MONTROSE COUNTY AIRPORT.  IT IS
 AI5895'NORTH OF THE MTJ FLIGHT SERVICE BUILDING AND NORTHWEST OF A WINDSOCK,
 AI5895'IN THE SOUTHEAST QUARTER OF SECTION 21, T 49 N, R 9 W.  THE AIRPORT IS
 AI5895'NOT CONTROLLED.  THE USE OF THIS STATION REQUIRES AN ESCORT.  TO
 AI5895'SCHEDULE AN ESCORT CONTACT THE AIRPORT OPERATIONS MANAGER MR TERRY
 AI5895'SARGENT AT 2100 AIRPORT ROAD, MONTROSE, COLORADO, 81401, TELEPHONE
 AI5895'970-249-3203.  OWNERSHIP--MONTROSE COUNTY
 AI5895'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 50 AND U.S.
 AI5895'HIGHWAY 550 IN MONTROSE, GO NORTHWEST ON U.S.  HIGHWAY 50 FOR 1.2 MI
 AI5895'(1.9 KM) TO AN INTERSECTION.  TURN RIGHT, NORTHEAST, ON AIRPORT ROAD
 AI5895'FOR 0.1 MI (0.2 KM) TO A TEE INTERSECTION AND THE AIRPORT BEACON ON
 AI5895'THE RIGHT.  TURN LEFT, NORTHWEST, FOR ABOUT 50 M (164.0 FT) TO THE
 AI5895'CENTER ENTRANCE TO THE MTJ FLIGHT SERVICE PARKING LOT.  TURN RIGHT,
 AI5895'NORTHEAST, GO TO THE ELECTRIC GATE.  YOUR ESCORT WILL OPEN THE GATE,
 AI5895'CONTINUE NORTHEAST ACROSS THE APRON TO THE STATION AHEAD
 AI5895'THE MARK IS A NGS BRASS DISK SET IN THE TOP OF A CONCRETE POST.  IT IS
 AI5895'77.5 M (254.3 FT) EAST OF A SIGN--B--B2--, 52.8 M (173.2 FT) NORTHEAST
 AI5895'OF THE ASPHALT APRON, 42.8 M (140.4 FT) NORTHEAST OF A CONCRETE DRAIN
 AI5895', 13 M (42.7 FT) NORTH-NORTHWEST OF THE WINDSOCK AND 2.3 M (7.5 FT)
 AI5895'SOUTHEAST OF THE WINDSOCK RING.  THIS STATION IS DESIGNATED AS A
 AI5895'SECONDARY AIRPORT CONTROL STATION.
 AI5895
 AI5895                          STATION RECOVERY (2003)
 AI5895
 AI5895'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 AI5895' 
 AI5895' 
 AI5895' 
 AI5895
 AI5895                          STATION RECOVERY (2005)
 AI5895
 AI5895'RECOVERY NOTE BY USGS ROCKY MOUNTAIN MAPPING CENTER 2005 (DPB)
 AI5895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5894 ***********************************************************************
 AI5894  PACS        -  This is a Primary Airport Control Station.
 AI5894  DESIGNATION -  MTJ C
 AI5894  PID         -  AI5894
 AI5894  STATE/COUNTY-  CO/MONTROSE
 AI5894  USGS QUAD   -  OLATHE (1982)
 AI5894
 AI5894                         *CURRENT SURVEY CONTROL
 AI5894  ___________________________________________________________________
 AI5894* NAD 83(1992)-  38 30 59.78673(N)    107 53 42.39863(W)     ADJUSTED  
 AI5894* NAVD 88     -      1749.95   (meters)    5741.3    (feet)  GPS OBS   
 AI5894  ___________________________________________________________________
 AI5894  X           -  -1,535,847.882 (meters)                     COMP
 AI5894  Y           -  -4,756,464.274 (meters)                     COMP
 AI5894  Z           -   3,951,551.484 (meters)                     COMP
 AI5894  LAPLACE CORR-           5.15  (seconds)                    DEFLEC99
 AI5894  ELLIP HEIGHT-        1733.46  (meters)          (10/21/02) GPS OBS
 AI5894  GEOID HEIGHT-         -16.52  (meters)                     GEOID03
 AI5894
 AI5894  HORZ ORDER  -  B
 AI5894  ELLP ORDER  -  FIFTH     CLASS I
 AI5894
 AI5894.This mark is at Montrose Regional Airport (MTJ)
 AI5894
 AI5894.The horizontal coordinates were established by GPS observations
 AI5894.and adjusted by the National Geodetic Survey in June 2000..
 AI5894
 AI5894.The orthometric height was determined by GPS observations and a
 AI5894.high-resolution geoid model.
 AI5894
 AI5894.GPS derived orthometric heights for airport stations designated as
 AI5894.PACS or SACS are published to 2 decimal places.  This maintains
 AI5894.centimeter relative accuracy between the PACS and SACS.  It does
 AI5894.not indicate centimeter accuracy relative to other marks which are
 AI5894.part of the NAVD 88 network.
 AI5894
 AI5894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5894
 AI5894.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5894
 AI5894.The ellipsoidal height was determined by GPS observations
 AI5894.and is referenced to NAD 83.
 AI5894
 AI5894.The geoid height was determined by GEOID03.
 AI5894
 AI5894;                    North         East     Units Scale Factor Converg.
 AI5894;SPC CO S     -   512,800.637   705,537.168   MT  1.00001626   -1 28 08.8
 AI5894;SPC CO S     - 1,682,413.42  2,314,749.86   sFT  1.00001626   -1 28 08.8
 AI5894;UTM  13      - 4,267,109.418   247,586.139   MT  1.00038469   -1 48 13.9
 AI5894
 AI5894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5894!SPC CO S     -   0.99972809  x   1.00001626  =   0.99974434
 AI5894!UTM  13      -   0.99972809  x   1.00038469  =   1.00011267
 AI5894
 AI5894                          SUPERSEDED SURVEY CONTROL
 AI5894
 AI5894  ELLIP H (06/30/00) 1733.47   (m)                       GP(       ) 1 1
 AI5894
 AI5894.Superseded values are not recommended for survey control.
 AI5894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5894.See file dsdata.txt to determine how the superseded data were derived.
 AI5894
 AI5894_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC4758667109(NAD 83)
 AI5894_MARKER: I = METAL ROD
 AI5894_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AI5894_STAMPING: MTJ C 1999
 AI5894_MARK LOGO: NGS   
 AI5894_PROJECTION: FLUSH
 AI5894_MAGNETIC: I = MARKER IS A STEEL ROD
 AI5894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI5894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5894+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5894_ROD/PIPE-DEPTH: 4.3  meters
 AI5894_SLEEVE-DEPTH  : 0.9 meters
 AI5894
 AI5894  HISTORY     - Date     Condition        Report By
 AI5894  HISTORY     - 1999     MONUMENTED       MSAM
 AI5894
 AI5894                          STATION DESCRIPTION
 AI5894
 AI5894'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 AI5894'DESCRIBED BY MOUNTAIN SURVEYING AND MAPPING, INC.  1999 (KCH) THE
 AI5894'STATION IS LOCATED ABOUT 14 KM (8.70 MI) SOUTHEAST OF OLATHE AND 5 KM
 AI5894'(3.10 MI) NORTH OF MONTROSE, AT THE MONTROSE COUNTY AIRPORT.  IT IS
 AI5894'SOUTHEAST OF AIRPORT GATE NUMBER 7 AND EAST OF COUNTY ROAD 6400, IN
 AI5894'THE NORTHEAST QUARTER OF SECTION 16, T 49 N, R 9 W.  THE AIRPORT IS
 AI5894'NOT CONTROLLED.  THE USE OF THIS STATION REQUIRES AN ESCORT.  TO
 AI5894'SCHEDULE AN ESCORT CONTACT THE AIRPORT OPERATIONS MANAGER MR TERRY
 AI5894'SARGENT AT 2100 AIRPORT ROAD, MONTROSE, COLORADO, 81401, TELEPHONE
 AI5894'970-249-3203.  OWNERSHIP--MONTROSE COUNTY
 AI5894'TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAY 50 AND U.S.
 AI5894'HIGHWAY 550 IN MONTROSE, GO NORTHWEST ON U.S.  HIGHWAY 50 FOR 3.0 MI
 AI5894'(4.8 KM) TO AN INTERSECTION.  TURN RIGHT, NORTH, ON COUNTY ROAD 6300
 AI5894'FOR 0.9 MI (1.4 KM) TO AN INTERSECTION.  TURN RIGHT, EAST, ON JIG ROAD
 AI5894'FOR 0.9 MI (1.4 KM) TO A TEE INTERSECTION.  TURN RIGHT, SOUTH, ON
 AI5894'COUNTY ROAD 6400 FOR 0.55 MI (0.89 KM) TO AIRPORT GATE 7 AND THE
 AI5894'STATION ON THE LEFT
 AI5894'THE MARK IS A PUNCH HOLE, TOP CENTER ON A STAINLESS STEEL ROD DRIVEN
 AI5894'TO REFUSAL AT A DEPTH OF 14 FT, (4.3 M) ENCASED IN A 0.9 M (3.0 FT)
 AI5894'LONG GREASED PVC PIPE, ENCLOSED IN A 5-INCH PVC PIPE WITH LOGO LID,
 AI5894'SURROUNDED BY A CONCRETE COLLAR FLUSH WITH THE GROUND.  IT IS 48 M
 AI5894'(157.5 FT) SOUTHEAST OF THE CENTER OF AIRPORT GATE NUMBER 7, 44 M
 AI5894'(144.4 FT) SOUTH OF THE CENTER OF A CONCRETE HEADWALL FOR AN
 AI5894'IRRIGATION CANAL, 25.1 M (82.3 FT) EAST OF THE PERIMETER FENCE, 3.6 M
 AI5894'(11.8 FT) EAST-NORTHEAST OF A 1-INCH ALUMNIUM CAP STAMPED--DEL-MONT
 AI5894'105 10738-- SET IN THE TOP OF A 30 CM ROUND CONCRETE POST AND 1.0 M
 AI5894'(3.3 FT) SOUTH OF A FIBERGLASS WITNESS POST.  THIS STATION IS
 AI5894'DESIGNATED AS A PRIMARY AIRPORT CONTROL STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0358 ***********************************************************************
 HJ0358  DESIGNATION -  MUD
 HJ0358  PID         -  HJ0358
 HJ0358  STATE/COUNTY-  CO/BENT
 HJ0358  USGS QUAD   -  DRIPPING SPRING (1968)
 HJ0358
 HJ0358                         *CURRENT SURVEY CONTROL
 HJ0358  ___________________________________________________________________
 HJ0358* NAD 83(1992)-  37 46 33.21891(N)    102 46 38.81079(W)     ADJUSTED  
 HJ0358* NAVD 88     -      1348.     (meters)    4423.     (feet)  SCALED    
 HJ0358  ___________________________________________________________________
 HJ0358  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 HJ0358  GEOID HEIGHT-         -22.64  (meters)                     GEOID03
 HJ0358
 HJ0358  HORZ ORDER  -  SECOND
 HJ0358
 HJ0358.The horizontal coordinates were established by classical geodetic methods
 HJ0358.and adjusted by the National Geodetic Survey in January 1993..
 HJ0358
 HJ0358.The orthometric height was scaled from a topographic map.
 HJ0358
 HJ0358.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0358
 HJ0358.The geoid height was determined by GEOID03.
 HJ0358
 HJ0358;                    North         East     Units Scale Factor Converg.
 HJ0358;SPC CO S     -   431,401.831 1,154,209.264   MT  0.99994591   +1 40 11.8
 HJ0358;SPC CO S     - 1,415,357.51  3,786,768.23   sFT  0.99994591   +1 40 11.8
 HJ0358;UTM  13      - 4,183,276.748   695,738.872   MT  1.00007193   +1 21 42.9
 HJ0358
 HJ0358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0358!SPC CO S     -   0.99979213  x   0.99994591  =   0.99973805
 HJ0358!UTM  13      -   0.99979213  x   1.00007193  =   0.99986405
 HJ0358
 HJ0358|---------------------------------------------------------------------|
 HJ0358| PID    Reference Object                     Distance      Geod. Az  |
 HJ0358|                                                           dddmmss.s |
 HJ0358| CM9595 MUD RM 1                             14.225 METERS 02604     |
 HJ0358| CM9594 MUD AZ MK                                          0995038.8 |
 HJ0358| HJ0342 COLORADO GAS SPRINGFLD STA TK       APPROX. 3.9 KM 1354021.8 |
 HJ0358| HJ0353 COLORADO GAS SPRINGFLD STA MST      APPROX. 6.8 KM 1972207.4 |
 HJ0358| CM9596 MUD RM 2                             14.385 METERS 28116     |
 HJ0358|---------------------------------------------------------------------|
 HJ0358
 HJ0358                          SUPERSEDED SURVEY CONTROL
 HJ0358
 HJ0358  NAD 83(1986)-  37 46 33.21490(N)    102 46 38.80137(W) AD(       ) 2
 HJ0358  NAD 27      -  37 46 33.18419(N)    102 46 37.08905(W) AD(       ) 2
 HJ0358
 HJ0358.Superseded values are not recommended for survey control.
 HJ0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0358.See file dsdata.txt to determine how the superseded data were derived.
 HJ0358
 HJ0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFB9573983277(NAD 83)
 HJ0358_MARKER: DS = TRIANGULATION STATION DISK
 HJ0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0358
 HJ0358  HISTORY     - Date     Condition        Report By
 HJ0358  HISTORY     - 1954     MONUMENTED       CGS
 HJ0358
 HJ0358                          STATION DESCRIPTION
 HJ0358
 HJ0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WRH)
 HJ0358'THE STATION IS LOCATED AIRLINE, ABOUT 22 MILES SOUTH-SOUTHWEST
 HJ0358'OF LAMAR, ABOUT 28 MILES NORTH-NOPRTHWEST OF SPRINGFIELD
 HJ0358'AND ABOUT 7 MILES WEST OF U.S. HIGHWAY 287 ON TOP OF A SMALL
 HJ0358'KNOLL IN PASTURE LAND.
 HJ0358'
 HJ0358'THE STATION IS A STANDARD DISK STAMPED MUD 1954 SET IN TOP
 HJ0358'OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 HJ0358'4 INCHES ABOVE THE GROUND.  IT IS 6 FEET NORTH OF A WHITE
 HJ0358'WITNESS POST.
 HJ0358'
 HJ0358'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED MUD
 HJ0358'NO 1 1954 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HJ0358'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 HJ0358'THE SAME ELEVATION AS THE STATION.
 HJ0358'
 HJ0358'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED MUD
 HJ0358'NO 2 1954 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 HJ0358'WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND AND IS ABOUT
 HJ0358'THE SAME ELEVATION AS THE STATION.
 HJ0358'
 HJ0358'THE AZIMUTH MARK IS A STANDARD DISK STAMPED MUD 1954 SET IN
 HJ0358'TOP OF A ROUND CONCRETE CYLINDER WHICH IS 12-INCHES IN DIAMETER
 HJ0358'AND PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS 2 FEET
 HJ0358'WEST OF A NORTH-SOUTH FENCE LINE AND 12 FEET NORTH OF THE
 HJ0358'CENTER LINE OF A TRACK ROAD.
 HJ0358'
 HJ0358'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 50
 HJ0358'AND 287 IN LAMAR, GO SOUTH ON U.S. HIGHWAY 287 FOR 20.1 MILES.
 HJ0358'TURN RIGHT OFF THE HIGHWAY AT A SIGN INTERSTATE GAS CO.
 HJ0358'AND GO WEST FOR 8.3 MILES TO A T-ROAD.  CONTINUE STRAIGHT
 HJ0358'AHEAD ON A FAINT TRACK ROAD FOR 1.0 MILE TO A NORTH-SOUTH FENCE
 HJ0358'LINE, A WIRE GATE AND THE AZIMUTH MARK.  PASS THROUGH THE
 HJ0358'GATE AND GO WEST-NORTHWESTERLY FOR 0.6 MILE TO THE HIGHEST
 HJ0358'POINT OF THE KNOLL, A WHITE WITNESS POST AND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0520 ***********************************************************************
 HK0520  DESIGNATION -  MUDDY
 HK0520  PID         -  HK0520
 HK0520  STATE/COUNTY-  CO/SAGUACHE
 HK0520  USGS QUAD   -  BECK MOUNTAIN (1960)
 HK0520
 HK0520                         *CURRENT SURVEY CONTROL
 HK0520  ___________________________________________________________________
 HK0520* NAD 83(1992)-  37 52 44.94718(N)    105 27 53.03757(W)     ADJUSTED  
 HK0520* NAVD 88     -      3637.2    (meters)   11933.     (feet)  VERTCON   
 HK0520  ___________________________________________________________________
 HK0520  LAPLACE CORR-          -6.58  (seconds)                    DEFLEC99
 HK0520  GEOID HEIGHT-         -15.03  (meters)                     GEOID03
 HK0520
 HK0520  HORZ ORDER  -  THIRD
 HK0520
 HK0520.The horizontal coordinates were established by classical geodetic methods
 HK0520.and adjusted by the National Geodetic Survey in January 1993..
 HK0520
 HK0520.The NAVD 88 height was computed by applying the VERTCON shift value to
 HK0520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 HK0520
 HK0520.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0520
 HK0520.The geoid height was determined by GEOID03.
 HK0520
 HK0520;                    North         East     Units Scale Factor Converg.
 HK0520;SPC CO S     -   439,367.729   917,504.354   MT  0.99994571   +0 01 17.9
 HK0520;SPC CO S     - 1,441,492.29  3,010,178.87   sFT  0.99994571   +0 01 17.9
 HK0520;UTM  13      - 4,192,508.591   459,130.737   MT  0.99962057   -0 17 07.3
 HK0520
 HK0520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0520!SPC CO S     -   0.99943194  x   0.99994571  =   0.99937768
 HK0520!UTM  13      -   0.99943194  x   0.99962057  =   0.99905273
 HK0520
 HK0520:                Primary Azimuth Mark                     Grid Az
 HK0520:SPC CO S     -  BRUFF                                    214 09 12.3
 HK0520:UTM  13      -  BRUFF                                    214 27 37.5
 HK0520
 HK0520|---------------------------------------------------------------------|
 HK0520| PID    Reference Object                     Distance      Geod. Az  |
 HK0520|                                                           dddmmss.s |
 HK0520| HK0518 BRUFF                               APPROX. 4.3 KM 2141030.2 |
 HK0520|---------------------------------------------------------------------|
 HK0520
 HK0520                          SUPERSEDED SURVEY CONTROL
 HK0520
 HK0520  NAD 83(1986)-  37 52 44.93402(N)    105 27 53.03819(W) AD(       ) 3
 HK0520  NAD 27      -  37 52 44.92353(N)    105 27 51.00610(W) AD(       ) 3
 HK0520  NGVD 29 (07/19/86) 3635.7    (m)        11928.     (f) VERT ANG       
 HK0520
 HK0520.Superseded values are not recommended for survey control.
 HK0520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0520.See file dsdata.txt to determine how the superseded data were derived.
 HK0520
 HK0520_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB5913192509(NAD 83)
 HK0520
 HK0520  HISTORY     - Date     Condition        Report By
 HK0520  HISTORY     - 1960     MONUMENTED       USGS
 HK0520  HISTORY     - 1967     GOOD             USGS
 HK0520
 HK0520                          STATION DESCRIPTION
 HK0520
 HK0520'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 HK0520'STATION IS LOCATED ON A HIGH PARTLY TIMBERED TOP, APPROXIMATELY 17
 HK0520'MI. (AIRLINE) S. OF WESTCLIFFE, APPROXIMATELY 17 MI. (AIRLINE) NW.
 HK0520'OF GARDNER, AND APPROXIMATELY 2 MI. (AIRLINE) NW. OF MEDANO PASS.
 HK0520'
 HK0520'TO REACH THE STATION FROM WESTCLIFFE, GO S. ON STATE HIGHWAY 69 FOR
 HK0520'20.5 MI. TO RD. JUNCTION KNOWN AS BRADFORD.  TURN RIGHT (W.) OFF
 HK0520'HIGHWAY FOR 0.2 MI. TO RD. FORK, THENCE LEFT FOR 0.1 MI. TO RD. FORK,
 HK0520'THENCE RIGHT (W.) FOR 1.3 MI. TO TRAIL CROSSING, THENCE LEFT (S.)
 HK0520'FOR 1.3 MI. TO RD. FORK, THENCE RIGHT (W.) PAST WINDMILL AND OLD
 HK0520'BUILDINGS FOR 0.3 MI. TO RD. FORK AND SIGN ---MEDANO PASS 5 MI.---,
 HK0520'THENCE RIGHT AND FOLLOW MAIN RD. W. FOR 4.5 MI. TO TOP OF MEDANO
 HK0520'PASS AND RD. FORK, THENCE RIGHT UP RIDGE FOR 1.0 MI. TO DITCH AND
 HK0520'END OF TRUCK TRAVEL.  PACK WNW. UP RIDGE FOR APPROXIMATELY 2 HOURS
 HK0520'TO TOP AT TIMBERLINE AND STATION SITE.
 HK0520'
 HK0520'RECOVERED BY HELICOPTER.
 HK0520'
 HK0520'STATION MARK--STANDARD TABLET, STAMPED ---MUDDY 1960---, SET IN A
 HK0520'LARGE BOULDER.
 HK0520'
 HK0520'REFERENCE MARKS--NONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA5205 ***********************************************************************
 AA5205  DESIGNATION -  MUELLER
 AA5205  PID         -  AA5205
 AA5205  STATE/COUNTY-  CO/GILPIN
 AA5205  USGS QUAD   -  TUNGSTEN (1972)
 AA5205
 AA5205                         *CURRENT SURVEY CONTROL
 AA5205  ___________________________________________________________________
 AA5205* NAD 83(1992)-  39 52 33.25170(N)    105 27 50.97654(W)     ADJUSTED  
 AA5205* NAVD 88     -      2761.7    (meters)    9061.     (feet)  GPS OBS   
 AA5205  ___________________________________________________________________
 AA5205  X           -  -1,307,490.630 (meters)                     COMP
 AA5205  Y           -  -4,726,136.874 (meters)                     COMP
 AA5205  Z           -   4,069,182.628 (meters)                     COMP
 AA5205  LAPLACE CORR-         -13.95  (seconds)                    DEFLEC99
 AA5205  ELLIP HEIGHT-        2748.10  (meters)          (12/03/02) GPS OBS
 AA5205  GEOID HEIGHT-         -13.59  (meters)                     GEOID03
 AA5205
 AA5205  HORZ ORDER  -  FIRST
 AA5205  ELLP ORDER  -  FOURTH    CLASS II
 AA5205
 AA5205.The horizontal coordinates were established by GPS observations
 AA5205.and adjusted by the National Geodetic Survey in May 1995..
 AA5205
 AA5205.The orthometric height was determined by GPS observations and a
 AA5205.high-resolution geoid model.
 AA5205
 AA5205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5205
 AA5205.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA5205
 AA5205.The ellipsoidal height was determined by GPS observations
 AA5205.and is referenced to NAD 83.
 AA5205
 AA5205.The geoid height was determined by GEOID03.
 AA5205
 AA5205;                    North         East     Units Scale Factor Converg.
 AA5205;SPC CO N     -   365,042.590   917,467.798   MT  0.99997812   +0 01 23.4
 AA5205;SPC CO N     - 1,197,643.90  3,010,058.93   sFT  0.99997812   +0 01 23.4
 AA5205;UTM  13      - 4,414,086.920   460,307.721   MT  0.99961940   -0 17 51.3
 AA5205
 AA5205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5205!SPC CO N     -   0.99956906  x   0.99997812  =   0.99954719
 AA5205!UTM  13      -   0.99956906  x   0.99961940  =   0.99918863
 AA5205
 AA5205                          SUPERSEDED SURVEY CONTROL
 AA5205
 AA5205  ELLIP H (05/08/95) 2748.14   (m)                       GP(       ) 2 2
 AA5205
 AA5205.Superseded values are not recommended for survey control.
 AA5205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5205.See file dsdata.txt to determine how the superseded data were derived.
 AA5205
 AA5205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE6030814087(NAD 83)
 AA5205_MARKER: DH = HORIZONTAL CONTROL DISK
 AA5205_SETTING: 66 = SET IN ROCK OUTCROP
 AA5205_STAMPING: MUELLER 1992
 AA5205_MARK LOGO: NGS   
 AA5205_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA5205_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA5205+STABILITY: POSITION/ELEVATION WELL
 AA5205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5205+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2005
 AA5205
 AA5205  HISTORY     - Date     Condition        Report By
 AA5205  HISTORY     - 1992     MONUMENTED       NGS
 AA5205  HISTORY     - 20050909 GOOD             USPSQD
 AA5205
 AA5205                          STATION DESCRIPTION
 AA5205
 AA5205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RSC)
 AA5205'THE STATION WILL BE SUED DURING A GPS PROJECT. THE STATION IS LOCATED
 AA5205'APPROXIMATELY 8.5 MI (13.7 KM) NORTH OF BLACK HAWK AND 5.1 MI (8.2 KM)
 AA5205'SOUTH OF ROLLINSVILLE ALONG STATE HIGHWAY 119 AT MILEPOST 15.8, IN THE
 AA5205'NORTHEAST 1/4 OF SECTION 17, T 2 S, R 72 W, 6TH P.M.
 AA5205'OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION
 AA5205'FROM THE JUCNTION OF STATE HIGHWAY 119, AND STATE HIGHWAY 279 IN BLACK
 AA5205'HAWK, GO NORTH ON STATE HIGHWAY 119 FOR 8.45 MI (13.60 KM) TO THE
 AA5205'STATION ON THE RIGHT AT THE INTERSECTION WITH GILPIN COUNTY ROAD 2.
 AA5205'THE STATION IS A DISK SET IN A DRILL HOLE IN A 2 FT (0.6 M) X 4 FT
 AA5205'(1.2 M) ROCK OUTCROP THAT PROTRUDES 1.5 FT (0.5 M) FROM THE GROUND AND
 AA5205'IS 2 FT (0.6 M) ABOVE THE HIGHWAY.  IT IS 61.0 FT (18.6 M) SOUTH OF
 AA5205'THE NORTHWEST CORNER OF AN OLD LOG CABIN, 55.0 FT (16.8 M) SOUTHEAST
 AA5205'OF THE CENTER OF GILPIN COUNTY ROAD 2 (ACCESS TO NORTH ENTRANCE OF
 AA5205'GOLDEN GATE STATE PARK), 40.5 FT (12.3 M) NORTHEAST OF THE CENTER OF
 AA5205'STATE HIGHWAY 119, AND 0.5 FT (15.2 CM) EAST OF A FIBERGLASS NGS
 AA5205'WITNESS POST. DESCRIPTION BY K.A. WILLIAMS, CDOT.
 AA5205
 AA5205                          STATION RECOVERY (2005)
 AA5205
 AA5205'RECOVERY NOTE BY US POWER SQUADRON 2005 (WAF)
 AA5205'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MP0648 ***********************************************************************
 MP0648  DESIGNATION -  MULE
 MP0648  PID         -  MP0648
 MP0648  STATE/COUNTY-  CO/ROUTT
 MP0648  USGS QUAD   -  COTTONWOOD RIM (1983)
 MP0648
 MP0648                         *CURRENT SURVEY CONTROL
 MP0648  ___________________________________________________________________
 MP0648* NAD 83(1992)-  41 00 10.29644(N)    107 09 49.74846(W)     ADJUSTED  
 MP0648* NAVD 88     -      2191.7    (meters)    7191.     (feet)  VERTCON   
 MP0648  ___________________________________________________________________
 MP0648  LAPLACE CORR-          10.47  (seconds)                    DEFLEC99
 MP0648  GEOID HEIGHT-         -12.15  (meters)                     GEOID03
 MP0648
 MP0648  HORZ ORDER  -  THIRD
 MP0648
 MP0648.The horizontal coordinates were established by classical geodetic methods
 MP0648.and adjusted by the National Geodetic Survey in January 1997..
 MP0648
 MP0648.The NAVD 88 height was computed by applying the VERTCON shift value to
 MP0648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 MP0648
 MP0648.The Laplace correction was computed from DEFLEC99 derived deflections.
 MP0648
 MP0648.The geoid height was determined by GEOID03.
 MP0648
 MP0648;                    North         East     Units Scale Factor Converg.
 MP0648;SPC CO N     -   491,493.287   774,424.354   MT  1.00004300   -1 04 30.2
 MP0648;SPC CO N     - 1,612,507.56  2,540,757.23   sFT  1.00004300   -1 04 30.2
 MP0648;SPC WYEC     -   155,852.518   414,260.613   MT  0.99994000   +0 06 40.4
 MP0648;UTM  13      - 4,541,329.674   318,021.272   MT  1.00000760   -1 25 12.2
 MP0648
 MP0648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 MP0648!SPC CO N     -   0.99965823  x   1.00004300  =   0.99970122
 MP0648!SPC WYEC     -   0.99965823  x   0.99994000  =   0.99959825
 MP0648!UTM  13      -   0.99965823  x   1.00000760  =   0.99966583
 MP0648
 MP0648:                Primary Azimuth Mark                     Grid Az
 MP0648:SPC CO N     -  T12N R87W TR 50 52 AP 3 8                090 17 55.5
 MP0648:SPC WYEC     -  T12N R87W TR 50 52 AP 3 8                089 06 44.9
 MP0648:UTM  13      -  T12N R87W TR 50 52 AP 3 8                090 38 37.5
 MP0648
 MP0648|---------------------------------------------------------------------|
 MP0648| PID    Reference Object                     Distance      Geod. Az  |
 MP0648|                                                           dddmmss.s |
 MP0648| MP0646 T12N R87W TR 50 52 AP 3 8           APPROX. 0.7 KM 0891325.3 |
 MP0648| CP6288 MULE RM 1                            13.738 METERS 13055     |
 MP0648| CP6289 MULE RM 2                             8.988 METERS 27421     |
 MP0648|---------------------------------------------------------------------|
 MP0648
 MP0648                          SUPERSEDED SURVEY CONTROL
 MP0648
 MP0648  NAD 83(1992)-  41 00 10.29481(N)    107 09 49.74529(W) AD(       ) 3
 MP0648  NAD 83(1986)-  41 00 10.29292(N)    107 09 49.74246(W) AD(       ) 3
 MP0648  NAD 27      -  41 00 10.41500(N)    107 09 47.54300(W) AD(       ) 3
 MP0648  NGVD 29 (07/19/86) 2190.5    (m)         7187.     (f) VERT ANG       
 MP0648
 MP0648.Superseded values are not recommended for survey control.
 MP0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0648.See file dsdata.txt to determine how the superseded data were derived.
 MP0648
 MP0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF1802141330(NAD 83)
 MP0648_MARKER: DS = TRIANGULATION STATION DISK
 MP0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0648
 MP0648  HISTORY     - Date     Condition        Report By
 MP0648  HISTORY     - 1949     MONUMENTED       CGS
 MP0648  HISTORY     - 1959     GOOD             USGS
 MP0648
 MP0648                          STATION DESCRIPTION
 MP0648
 MP0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (DHK)
 MP0648'THE STATION IS LOCATED NEAR THE COLORADO-WYOMING STATE LINE, ON
 MP0648'THE SOUTHEAST SLOPE OF MULE MOUNTAIN.  THIS MOUNTAIN IS A SMALL
 MP0648'MOUNTAIN ABOUT 1.5 MILES AIR LINE EAST OF SHEEP MOUNTAIN, ABOUT
 MP0648'0.5 MILE NORTH OF THE LITTLE SNAKE RIVER AND STATE HIGHWAY 129,
 MP0648'ABOUT 0.6 MILE NORTHEAST OF THE ST. LOUIS RANCH, ABOUT 0.5 MILE
 MP0648'DUE WEST OF COLORADO-WYOMING STATE BOUNDARY MONUMENT.  THE
 MP0648'STATION IS 33 FEET WEST OF A CROSS FENCE CORNER, 4 FEET SOUTH
 MP0648'OF A EAST-WEST FENCE LINE, 9 FEET WEST OF A 4X4 WITNESS POST,
 MP0648'PROJECTS 3 INCHES AND IS STAMPED, MULE 1949.
 MP0648'
 MP0648'REFERENCE MARK NO. 1 IS APPROXIMATELY 3 FEET LOWER THAN THE
 MP0648'STATION, 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE, PROJECTS 2
 MP0648'INCHES, AND IS STAMPED, MULE NO 1 1949.
 MP0648'
 MP0648'REFERENCE MARK NO. 2 IS APPROXIMATELY 2 FEET HIGHER THAN THE
 MP0648'STATION, 1 FOOT SOUTH OF A EAST-WEST FENCE LINE, FLUSH, AND IS
 MP0648'STAMPED, MULE NO 2 1949.
 MP0648'
 MP0648'THE AZIMUTH MARK, A GENERAL LAND OFFICE SECTION MARKER, IS LOCATED
 MP0648'149.04 FEET EAST OF COLORADO-WYOMING STATE BOUNDARY, ABOUT 125
 MP0648'FEET WEST OF A POST AND ANOTHER G.L.O. MARKER, A BRONZE CAP
 MP0648'RIVITED TO TOP OF A 1 INCH PIPE WHICH IS REINFORCED WITH CONCRETE,
 MP0648'PROJECTS 18 INCHES, AND IS STAMPED, T 12 NR 87 W, TR 52, TR 50,
 MP0648'AP 8, AP 3, COLO 1912.
 MP0648'
 MP0648'TO REACH FROM THE POST OFFICE AT COLUMBINE, GO NORTHERLY ALONG
 MP0648'STATE ROUTE 129 FOR 14.35 MILES TO THE INTERSECTION OF COUNTY
 MP0648'ROUTE 80 AT A REVERSE-Y.  KEEP THE RIGHT FORK, HIGHWAY 129, AND
 MP0648'GO 5.45 MILES TO A BRIDGE OVER THE LITTLE SNAKE RIVER.  CONTINUE
 MP0648'WESTERLY FOR 1.25 MILES TO A FIELD ROAD LEADING BACK SHARP RIGHT,
 MP0648'JUST BEFORE REACHING THE ST. LOUIS RANCH BUILDINGS ON LEFT.
 MP0648'TURN SHARP RIGHT AND FOLLOW FIELD ROAD (NORTHEAST) UP STEEP
 MP0648'GRADE FOR 0.4 MILE TO SUMMIT AT THE SOUTH EDGE OF ALFALFA FIELD.
 MP0648'CONTINUE NORTHWEST ACROSS FIELD FOR 0.2 MILE TO THE
 MP0648'NORTHWEST CORNER OF FIELD AT FENCE CORNER AND STATION AS
 MP0648'DESCRIBED ABOVE.  A DRIVE STATION.
 MP0648
 MP0648                          STATION RECOVERY (1959)
 MP0648
 MP0648'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 MP0648'STATION MARK--USC AND GS TRIANGULATION DISK SET IN CONCRETE POST,
 MP0648'PROJECTING 3 IN. ABOVE GROUND, STAMPED ---MULE 1949---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0531 ***********************************************************************
 LK0531  DESIGNATION -  MULLISON
 LK0531  PID         -  LK0531
 LK0531  STATE/COUNTY-  CO/YUMA
 LK0531  USGS QUAD   -  ECKLEY NE (1971)
 LK0531
 LK0531                         *CURRENT SURVEY CONTROL
 LK0531  ___________________________________________________________________
 LK0531* NAD 83(1992)-  40 12 15.27235(N)    102 16 37.97308(W)     ADJUSTED  
 LK0531* NAVD 88     -      1176.1    (meters)    3859.     (feet)  VERTCON   
 LK0531  ___________________________________________________________________
 LK0531  LAPLACE CORR-          -3.81  (seconds)                    DEFLEC99
 LK0531  GEOID HEIGHT-         -21.79  (meters)                     GEOID03
 LK0531
 LK0531  HORZ ORDER  -  FIRST
 LK0531
 LK0531.The horizontal coordinates were established by classical geodetic methods
 LK0531.and adjusted by the National Geodetic Survey in January 1993..
 LK0531
 LK0531.The NAVD 88 height was computed by applying the VERTCON shift value to
 LK0531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LK0531
 LK0531.The Laplace correction was computed from DEFLEC99 derived deflections.
 LK0531
 LK0531.The geoid height was determined by GEOID03.
 LK0531
 LK0531;                    North         East     Units Scale Factor Converg.
 LK0531;SPC CO N     -   406,483.283 1,188,714.052   MT  0.99995717   +2 04 56.5
 LK0531;SPC CO N     - 1,333,603.90  3,899,972.69   sFT  0.99995717   +2 04 56.5
 LK0531;UTM  13      - 4,453,982.343   731,736.906   MT  1.00026112   +1 45 30.2
 LK0531
 LK0531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LK0531!SPC CO N     -   0.99981895  x   0.99995717  =   0.99977613
 LK0531!UTM  13      -   0.99981895  x   1.00026112  =   1.00008003
 LK0531
 LK0531|---------------------------------------------------------------------|
 LK0531| PID    Reference Object                     Distance      Geod. Az  |
 LK0531|                                                           dddmmss.s |
 LK0531| CP7808 MULLISON RM 1                        23.847 METERS 04845     |
 LK0531| CP7809 MULLISON RM 2                        22.503 METERS 20014     |
 LK0531| CP7807 MULLISON AZ MK                                     2035639.6 |
 LK0531|---------------------------------------------------------------------|
 LK0531
 LK0531                          SUPERSEDED SURVEY CONTROL
 LK0531
 LK0531  NAD 83(1986)-  40 12 15.27017(N)    102 16 37.97133(W) AD(       ) 1
 LK0531  NAD 27      -  40 12 15.31100(N)    102 16 36.25700(W) AD(       ) 1
 LK0531  NGVD 29 (07/19/86) 1175.6    (m)         3857.     (f) VERT ANG       
 LK0531
 LK0531.Superseded values are not recommended for survey control.
 LK0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0531.See file dsdata.txt to determine how the superseded data were derived.
 LK0531
 LK0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE3173753982(NAD 83)
 LK0531_MARKER: DS = TRIANGULATION STATION DISK
 LK0531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0531
 LK0531  HISTORY     - Date     Condition        Report By
 LK0531  HISTORY     - 1935     MONUMENTED       CGS
 LK0531  HISTORY     - 1971     GOOD             USGS
 LK0531
 LK0531                          STATION DESCRIPTION
 LK0531
 LK0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (WRP)
 LK0531'THE STATION IS LOCATED ON A HIGH SANDY HILL APPROXIMATELY 1
 LK0531'MILE NORTH-NORTHEAST OF FAIRVIEW SCHOOL OF DISTRICT 70.  THE
 LK0531'STATION HILL IS THE HIGHEST IN THE IMMEDIATE VICINITY, EXCEPT
 LK0531'FOR A HILL APPROXIMATELY 1 MILE SOUTH-SOUTHEAST AND ONE
 LK0531'APPROXIMATELY 1/3 MILE NORTHWEST, BOTH OF WHICH APPEAR TO
 LK0531'BE ABOUT THE SAME HEIGHT AS THE STATION HILL.  IT IS ON LAND
 LK0531'OWNED BY MR. RAY C. MULLISON, WHO LIVES 2 MILES SOUTHERLY
 LK0531'FROM THE STATION.  IT IS IN THE NORTHWEST QUARTER OF SEC.
 LK0531'27, T. 3 N., R. 44 W., 9 MILES NORTH AND 3 MILES WEST OF
 LK0531'THE TOWN OF WRAY, COLORADO.
 LK0531'
 LK0531'THE STATION MARK IS ON THE HIGHEST POINT OF
 LK0531'THE HILL AND PROJECTS 8 INCHES.
 LK0531'
 LK0531'REFERENCE MARK NO. 1 LIES NORTHEAST OF THE STATION.
 LK0531'IT PROJECTS 4 INCHES.
 LK0531'
 LK0531'REFERENCE MARK NO. 2 LIES SOUTH-SOUTHEAST OF THE
 LK0531'STATION.  IT PROJECTS 6 INCHES.
 LK0531'
 LK0531'THE AZIMUTH MARK LIES SOUTH OF THE STATION, 78 FEET
 LK0531'EAST OF THE EAST GATEPOST OF A WIRE GATE IN AN EAST-WEST
 LK0531'SECTION-LINE FENCE, 1 FOOT NORTH OF THE EAST-WEST FENCE, AND
 LK0531'4-1/2 FEET EAST OF THE FOURTH FENCE POST EAST OF THE MOST
 LK0531'EASTERLY OF THE GATEPOSTS (78-FOOT MEASUREMENT TAKEN FROM
 LK0531'THE WESTERN-MOST OF THE 2 EAST GATEPOSTS).
 LK0531'
 LK0531'A 20-FOOT STAND CLEARS ALL LINES FROM THIS STATION.
 LK0531
 LK0531                          STATION RECOVERY (1971)
 LK0531
 LK0531'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (RAS)
 LK0531'THIS STATION WAS NOT OCCUPIED, THUS DISTANCES AND DIRECTIONS
 LK0531'TO THE REFERENCE MARKS WERE NOT REMEASURED.
 LK0531'
 LK0531'STATION IS LOCATED NORTH 16 DEGREES WEST, ABOUT 9 MILES
 LK0531'AIRLINE DISTANCE FROM WRAY, COLORADO.
 LK0531'
 LK0531'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 34 AND 385 IN
 LK0531'WRAY, COLORADO, PROCEED NORTH ON U.S. HIGHWAY 385 FOR 6.8
 LK0531'MILES TO A CROSS ROAD.  TURN LEFT (WEST) ON A COUNTY ROAD AND
 LK0531'GO 2.5 MILES TO A T-ROAD NORTH.  TURN RIGHT (NORTH) AND GO
 LK0531'2.5 MILES TO A RIGHT ANGLE TURN TO THE LEFT.  TURN RIGHT
 LK0531'(NORTHEAST) ON A TRACK ROAD AND GO 0.5 MILES TO AN EAST-WEST
 LK0531'FENCE.  PASS THRU GATE, TURN RIGHT (EAST), AND GO ACROSS
 LK0531'COUNTRY FOR 0.5 MILES TO A GATE IN FENCE, IN A SMALL DRAW.
 LK0531'TURN RIGHT (SOUTH) THRU GATE AND PROCEED ABOUT 0.5 MILES
 LK0531'ACROSS COUNTRY TO HIGH POINT AND STATION SITE.
 LK0531'
 LK0531'THE STATION AND REFERENCE MARKS ARE STANDARD USC AND GS DISKS,
 LK0531'SET IN CONCRETE POSTS.
 LK0531'
 LK0531'STATION MARK--DISK PROJECTING 36 INCHES ABOVE GROUND, AND
 LK0531'STAMPED MULLISON 1935.
 LK0531'
 LK0531'REFERENCE MARK NO. 1--DISK PROJECTING 4 INCHES ABOVE GROUND,
 LK0531'AND STAMPED MULLISON 1 1935.
 LK0531'
 LK0531'REFERENCE MARK NO. 2--DISK PROJECTING 8 INCHES ABOVE GROUND,
 LK0531'AND STAMPED MULLISON 2 1935.
 LK0531'
 LK0531'THE CONDITION OF THE STATION WAS NOT IMPROVED AND NO WITNESS
 LK0531'POST WAS ADDED, BY REQUEST OF THE LANDOWNER, MR. RAY MULLISON,
 LK0531'BECAUSE OF THE WIND EROSION PROBLEM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HJ0351 ***********************************************************************
 HJ0351  DESIGNATION -  MULVANE
 HJ0351  PID         -  HJ0351
 HJ0351  STATE/COUNTY-  CO/PROWERS
 HJ0351  USGS QUAD   -  HASSER RANCH (1971)
 HJ0351
 HJ0351                         *CURRENT SURVEY CONTROL
 HJ0351  ___________________________________________________________________
 HJ0351* NAD 83(1992)-  37 40 46.66302(N)    102 42 41.01873(W)     ADJUSTED  
 HJ0351* NAVD 88     -      1383.     (meters)    4537.     (feet)  SCALED    
 HJ0351  ___________________________________________________________________
 HJ0351  LAPLACE CORR-          -4.27  (seconds)                    DEFLEC99
 HJ0351  GEOID HEIGHT-         -22.75  (meters)                     GEOID03
 HJ0351
 HJ0351  HORZ ORDER  -  FIRST
 HJ0351
 HJ0351.The horizontal coordinates were established by classical geodetic methods
 HJ0351.and adjusted by the National Geodetic Survey in January 1993..
 HJ0351
 HJ0351.The orthometric height was scaled from a topographic map.
 HJ0351
 HJ0351.The Laplace correction was computed from DEFLEC99 derived deflections.
 HJ0351
 HJ0351.The geoid height was determined by GEOID03.
 HJ0351
 HJ0351;                    North         East     Units Scale Factor Converg.
 HJ0351;SPC CO S     -   420,894.148 1,160,344.564   MT  0.99994902   +1 42 37.7
 HJ0351;SPC CO S     - 1,380,883.55  3,806,897.12   sFT  0.99994902   +1 42 37.7
 HJ0351;UTM  13      - 4,172,734.601   701,818.161   MT  1.00010171   +1 23 57.7
 HJ0351
 HJ0351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HJ0351!SPC CO S     -   0.99978665  x   0.99994902  =   0.99973569
 HJ0351!UTM  13      -   0.99978665  x   1.00010171  =   0.99988834
 HJ0351
 HJ0351|---------------------------------------------------------------------|
 HJ0351| PID    Reference Object                     Distance      Geod. Az  |
 HJ0351|                                                           dddmmss.s |
 HJ0351| CM9598 MULVANE RM 1                         11.078 METERS 02339     |
 HJ0351| CM9599 MULVANE RM 2                         10.563 METERS 15413     |
 HJ0351| CM9597 MULVANE AZ MK                                      2062222.2 |
 HJ0351|---------------------------------------------------------------------|
 HJ0351
 HJ0351                          SUPERSEDED SURVEY CONTROL
 HJ0351
 HJ0351  NAD 83(1986)-  37 40 46.65970(N)    102 42 41.00882(W) AD(       ) 1
 HJ0351  NAD 27      -  37 40 46.62620(N)    102 42 39.29771(W) AD(       ) 1
 HJ0351
 HJ0351.Superseded values are not recommended for survey control.
 HJ0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HJ0351.See file dsdata.txt to determine how the superseded data were derived.
 HJ0351
 HJ0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGB0181872735(NAD 83)
 HJ0351_MARKER: DS = TRIANGULATION STATION DISK
 HJ0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HJ0351
 HJ0351  HISTORY     - Date     Condition        Report By
 HJ0351  HISTORY     - 1953     MONUMENTED       CGS
 HJ0351  HISTORY     - 1971     MARK NOT FOUND   USGS
 HJ0351
 HJ0351                          STATION DESCRIPTION
 HJ0351
 HJ0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (WRH)
 HJ0351'STATION IS LOCATED, AIRLINE, ABOUT 27 MILES SOUTH SOUTHWEST
 HJ0351'OF LAMAR, 20 MILES NORTH NORTHWEST OF SPRINGFIELD, 5 MILES
 HJ0351'WEST OF U.S. HIGHWAY 287 AND ON THE PROPERTY OF ERNEST VAN
 HJ0351'DEUSEN WHO LIVES IN LAMAR.
 HJ0351'
 HJ0351'STATION IS REACHED AS FOLLOWS--FROM THE MAIN INTERSECTION 1
 HJ0351'BLOCK EAST OF THE U.S. POST OFFICE IN SPRINGFIELD, GO NORTH
 HJ0351'ON U.S. HIGHWAY 287 FOR 10.8 MILES TO THE JUNCTION OF STATE
 HJ0351'HIGHWAY 116.  CONTINUE NORTH FOR 7.7 MILES TO A CROSS ROAD.
 HJ0351'TURN LEFT WEST, AND GO 0.5 MILE, TURN RIGHT AND GO 0.5 MILE,
 HJ0351'TURN LEFT, WEST, AND GO 4.6 MILES TO A FARM ROAD ON THE RIGHT
 HJ0351'JUST BEFORE REACHING A CATTLE GUARD.  TURN RIGHT, NORTH, AND
 HJ0351'GO 0.5 MILE TO THE STATION ON THE LEFT OF THE FARM ROAD.
 HJ0351'
 HJ0351'STATION MARK, STAMPED MULVANE 1953, IS A STANDARD DISK SET
 HJ0351'IN THE TOP OF A 10 INCH SQUARE CONCRETE POST THAT PROJECTS
 HJ0351'2 INCHES.  IT IS 22.0 FEET WEST OF THE CENTERLINE OF THE
 HJ0351'DIRT ROAD AND 10.7 FEET EAST OF A WITNESS POST.
 HJ0351'
 HJ0351'REFERENCE MARK NUMBER 1, STAMPED MULVANE NO 1 1953, IS A
 HJ0351'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST,
 HJ0351'FLUSH WITH THE GROUND AND AT THE STATION ELEVATION.  IT IS
 HJ0351'6.9 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD AND 42.4
 HJ0351'FEET NORTHEAST OF A WITNESS POST.
 HJ0351'
 HJ0351'REFERENCE MARK NUMBER 2, STAMPED MULVANE NO 2 1953, IS A
 HJ0351'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE
 HJ0351'POST, PROJECTING 2 INCHES AND AT THE STATION ELEVATION.  IT
 HJ0351'IS 7.5 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD AND 39.7
 HJ0351'FEET SOUTHEAST OF A WITNESS POST.
 HJ0351'
 HJ0351'AZIMUTH MARK, STAMPED MULVANE 1953, IS A STANDARD DISK SET
 HJ0351'IN THE TOP OF A ROUND CONCRETE POST 10 INCHES IN DIAMETER
 HJ0351'AND PROJECTING 4 INCHES.  TO REACH FROM THE STATION, GO
 HJ0351'SOUTH FOR 0.5 MILE.  TURN RIGHT AND GO 0.25 MILE TO THE
 HJ0351'AZIMUTH MARK ON THE RIGHT.  IT IS 24.5 FEET NORTH OF THE
 HJ0351'CENTERLINE OF THE ROAD AND 0.5 FEET SOUTH OF THE FENCE LINE.
 HJ0351'
 HJ0351'HEIGHT OF LIGHT ABOVE STATION MARK 6 METERS.
 HJ0351
 HJ0351                          STATION RECOVERY (1971)
 HJ0351
 HJ0351'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (DHW)
 HJ0351'STATION AND REFERENCE MARKS WERE SEARCHED FOR AND NOT FOUND.
 HJ0351'AZIMUTH IS DESTROYED AS POST WAS FOUND IN FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0339 ***********************************************************************
 KK0339  DESIGNATION -  MUNICIPAL AIRPORT
 KK0339  PID         -  KK0339
 KK0339  STATE/COUNTY-  CO/DENVER
 KK0339  USGS QUAD   -  COMMERCE CITY (1994)
 KK0339
 KK0339                         *CURRENT SURVEY CONTROL
 KK0339  ___________________________________________________________________
 KK0339* NAD 83(1986)-  39 45 39.     (N)    104 53 31.     (W)     SCALED    
 KK0339* NAVD 88     -      1615.414  (meters)    5299.90   (feet)  POSTED    
 KK0339  ___________________________________________________________________
 KK0339  GEOID HEIGHT-         -17.46  (meters)                     GEOID03
 KK0339  DYNAMIC HT  -        1613.880 (meters)    5294.87  (feet)  COMP
 KK0339  MODELED GRAV-     979,619.0   (mgal)                       NAVD 88
 KK0339
 KK0339  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 KK0339
 KK0339.The horizontal coordinates were scaled from a topographic map and have
 KK0339.an estimated accuracy of +/- 6 seconds.
 KK0339
 KK0339.The orthometric height was determined by differential leveling
 KK0339.and adjusted by the National Geodetic Survey in 1992..
 KK0339.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 KK0339.rate of 1.1 thru 2.0 mm/km.
 KK0339
 KK0339.The geoid height was determined by GEOID03.
 KK0339
 KK0339.The dynamic height is computed by dividing the NAVD 88
 KK0339.geopotential number by the normal gravity value computed on the
 KK0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0339.degrees latitude (g = 980.6199 gals.).
 KK0339
 KK0339.The modeled gravity was interpolated from observed gravity values.
 KK0339
 KK0339;                    North         East    Units  Estimated Accuracy
 KK0339;SPC CO C     -   518,950.      966,510.      MT  (+/- 180 meters Scaled)
 KK0339
 KK0339                          SUPERSEDED SURVEY CONTROL
 KK0339
 KK0339  NGVD 29 (??/??/92) 1614.517  (m)         5296.96   (f) ADJ UNCH    1 2
 KK0339
 KK0339.Superseded values are not recommended for survey control.
 KK0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0339.See file dsdata.txt to determine how the superseded data were derived.
 KK0339
 KK0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE092012(NAD 83)
 KK0339_MARKER: DB = BENCH MARK DISK
 KK0339_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0339_SP_SET: CONCRETE BASE
 KK0339_STAMPING: MUNICIPAL AIRPORT 1938
 KK0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0339
 KK0339  HISTORY     - Date     Condition        Report By
 KK0339  HISTORY     - 1938     MONUMENTED       CGS
 KK0339  HISTORY     - 1946     GOOD             NGS
 KK0339
 KK0339                          STATION DESCRIPTION
 KK0339
 KK0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 KK0339'5.7 MI E FROM DENVER.
 KK0339'NEW DESCRIPTION-- AT DENVER, DENVER COUNTY, ABOUT 5.7 MILES EAST OF
 KK0339'THE UNION STATION, ABOUT 0.6 MILES SOUTH OF THE UNION PACIFIC
 KK0339'RAILROAD AT THE EAST END OF THIRTY-SECOND AVE AT THE MUNICIPAL
 KK0339'AIRPORT, AT THE N.W. CORNER OF THE FIELD, AT THE S.E. CORNER OF
 KK0339'THE SECOND YELLOW HANGAR FROM THE CONCRETE HANGAR, AND IN THE TOP
 KK0339'OF THE CONCRETE BASE OF THE DOOR TRACK- A STANDARD DISK STAMPED
 KK0339'MUNICIPAL AIRPORT 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK1005 ***********************************************************************
 JK1005  DESIGNATION -  MUNSON AND HAMLINS BARN W GAB
 JK1005  PID         -  JK1005
 JK1005  STATE/COUNTY-  CO/EL PASO
 JK1005  USGS QUAD   -  HAEGLER RANCH (1975)
 JK1005
 JK1005                         *CURRENT SURVEY CONTROL
 JK1005  ___________________________________________________________________
 JK1005* NAD 83(1992)-  38 57 33.79174(N)    104 27 39.86004(W)     ADJUSTED  
 JK1005* NAVD 88     -                                                        
 JK1005  ___________________________________________________________________
 JK1005  LAPLACE CORR-          -6.78  (seconds)                    DEFLEC99
 JK1005  GEOID HEIGHT-         -18.20  (meters)                     GEOID03
 JK1005
 JK1005  HORZ ORDER  -  THIRD
 JK1005
 JK1005.The horizontal coordinates were established by classical geodetic methods
 JK1005.and adjusted by the National Geodetic Survey in January 1993..
 JK1005
 JK1005
 JK1005.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK1005
 JK1005.The geoid height was determined by GEOID03.
 JK1005
 JK1005;                    North         East     Units Scale Factor Converg.
 JK1005;SPC CO C     -   430,315.254 1,004,444.373   MT  0.99993895   +0 39 18.9
 JK1005;SPC CO C     - 1,411,792.63  3,295,414.58   sFT  0.99993895   +0 39 18.9
 JK1005;UTM  13      - 4,312,407.766   546,693.513   MT  0.99962685   +0 20 19.9
 JK1005
 JK1005                          SUPERSEDED SURVEY CONTROL
 JK1005
 JK1005  NAD 83(1986)-  38 57 33.78234(N)    104 27 39.85110(W) AD(       ) 4
 JK1005  NAD 27      -  38 57 33.81000(N)    104 27 37.97500(W) AD(       ) 3
 JK1005
 JK1005.Superseded values are not recommended for survey control.
 JK1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK1005.See file dsdata.txt to determine how the superseded data were derived.
 JK1005
 JK1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED4669412408(NAD 83)
 JK1005_MARKER: 81 = GABLE
 JK1005
 JK1005  HISTORY     - Date     Condition        Report By
 JK1005  HISTORY     - 1879     FIRST OBSERVED   CGS
 JK1005  HISTORY     - 1935     GOOD             CGS
 JK1005
 JK1005                          STATION DESCRIPTION
 JK1005
 JK1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (AWJ)
 JK1005'THE OLD MUNSON AND HAMLINS BARN IS STILL STANDING, ACCORDING
 JK1005'TO INFORMATION IN THE VICINITY.  THE BUILDING IS VERY DILAPIDATED,
 JK1005'HOWEVER.  THE BARN NOW BELONGS TO T.J. DUGAN AND IS IN A GROVE
 JK1005'OF TREES NEAR THE SOUTHWEST CORNER OF SEC. 33, T. 12 S., R. 63
 JK1005'W.  (SEE EL PASO EAST BASE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9861 ***********************************************************************
 AG9861  DESIGNATION -  MURPHY
 AG9861  PID         -  AG9861
 AG9861  STATE/COUNTY-  CO/MORGAN
 AG9861  USGS QUAD   -  VALLERY SE (1984)
 AG9861
 AG9861                         *CURRENT SURVEY CONTROL
 AG9861  ___________________________________________________________________
 AG9861* NAD 83(1992)-  40 02 30.37705(N)    103 49 47.98315(W)     ADJUSTED  
 AG9861* NAVD 88     -      1406.7    (meters)    4615.     (feet)  GPS OBS   
 AG9861  ___________________________________________________________________
 AG9861  X           -  -1,169,102.670 (meters)                     COMP
 AG9861  Y           -  -4,748,999.493 (meters)                     COMP
 AG9861  Z           -   4,082,429.891 (meters)                     COMP
 AG9861  LAPLACE CORR-          -3.27  (seconds)                    DEFLEC99
 AG9861  ELLIP HEIGHT-        1387.16  (meters)          (12/03/02) GPS OBS
 AG9861  GEOID HEIGHT-         -19.52  (meters)                     GEOID03
 AG9861
 AG9861  HORZ ORDER  -  FIRST
 AG9861  ELLP ORDER  -  FOURTH    CLASS II
 AG9861
 AG9861.The horizontal coordinates were established by GPS observations
 AG9861.and adjusted by the National Geodetic Survey in August 1998..
 AG9861
 AG9861.The orthometric height was determined by GPS observations and a
 AG9861.high-resolution geoid model.
 AG9861
 AG9861.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9861
 AG9861.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9861
 AG9861.The ellipsoidal height was determined by GPS observations
 AG9861.and is referenced to NAD 83.
 AG9861
 AG9861.The geoid height was determined by GEOID03.
 AG9861
 AG9861;                    North         East     Units Scale Factor Converg.
 AG9861;SPC CO N     -   384,800.353 1,056,909.404   MT  0.99996346   +1 04 44.6
 AG9861;SPC CO N     - 1,262,465.82  3,467,543.60   sFT  0.99996346   +1 04 44.6
 AG9861;UTM  13      - 4,433,049.135   599,811.576   MT  0.99972264   +0 45 10.0
 AG9861
 AG9861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9861!SPC CO N     -   0.99978243  x   0.99996346  =   0.99974590
 AG9861!UTM  13      -   0.99978243  x   0.99972264  =   0.99950513
 AG9861
 AG9861                          SUPERSEDED SURVEY CONTROL
 AG9861
 AG9861  ELLIP H (08/11/98) 1387.19   (m)                       GP(       ) 4 1
 AG9861
 AG9861.Superseded values are not recommended for survey control.
 AG9861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9861.See file dsdata.txt to determine how the superseded data were derived.
 AG9861
 AG9861_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE9981233049(NAD 83)
 AG9861_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9861_STAMPING: MURPHY 1997
 AG9861_MARK LOGO: NGS   
 AG9861_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9861+STABILITY: SURFACE MOTION
 AG9861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9861+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AG9861
 AG9861  HISTORY     - Date     Condition        Report By
 AG9861  HISTORY     - 1997     MONUMENTED       NGS
 AG9861
 AG9861                          STATION DESCRIPTION
 AG9861
 AG9861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AG9861'THE STATION IS LOCATED ABOUT 18 MI (29.0 KM) SOUTHEAST OF WIGGINS, 15
 AG9861'MI (24.1 KM) SOUTH OF FORT MORGAN AND 3 MI (4.8 KM) SOUTHWEST OF
 AG9861'TWELVEMILE CORNER, IN THE NORTHWEST 1/4 OF SECTION 24, T 1 N, R 58 W.
 AG9861'OWNERSHIP--MORGAN COUNTY ROAD RIGHT-OF-WAY  TO REACH THE STATION FROM
 AG9861'THE INTERSECTION OF MORGAN COUNTY ROAD F AND MORGAN COUNTY ROAD 17, 2
 AG9861'MI (3.2 KM) WEST OF TWELVEMILE CORNER, GO SOUTH ON COUNTY ROAD 17 FOR
 AG9861'2.1 MI (3.4 KM) TO THE STATION ON THE LEFT  THE MARK IS A STANDARD
 AG9861'DISK SET INTO THE TOP OF A ROUND 40 CM CONCRETE POST, PROJECTING 3 CM
 AG9861'ABOVE THE GROUND.  IT IS 18.7 M (61.4 FT) SOUTH FROM A POWER POLE
 AG9861'NUMBER 48702, 11.1 M (36.4 FT) NORTH FROM AN OIL LINE VENT PIPE, 8.8 M
 AG9861'(28.9 FT) EAST FROM THE CENTER OF COUNTY ROAD 17, 0.7 M (2.3 FT) SOUTH
 AG9861'FROM A WITNESS POST AND 0.6 M (2.0 FT) WEST FROM THE RIGHT-OF-WAY
 AG9861'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AG9844 ***********************************************************************
 AG9844  DESIGNATION -  MUSSER
 AG9844  PID         -  AG9844
 AG9844  STATE/COUNTY-  CO/MORGAN
 AG9844  USGS QUAD   -  SUNKEN LAKE (1978)
 AG9844
 AG9844                         *CURRENT SURVEY CONTROL
 AG9844  ___________________________________________________________________
 AG9844* NAD 83(1992)-  40 24 28.00537(N)    104 04 12.88856(W)     ADJUSTED  
 AG9844* NAVD 88     -      1358.5    (meters)    4457.     (feet)  GPS OBS   
 AG9844  ___________________________________________________________________
 AG9844  X           -  -1,182,614.944 (meters)                     COMP
 AG9844  Y           -  -4,718,556.632 (meters)                     COMP
 AG9844  Z           -   4,113,435.885 (meters)                     COMP
 AG9844  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 AG9844  ELLIP HEIGHT-        1339.48  (meters)          (12/03/02) GPS OBS
 AG9844  GEOID HEIGHT-         -19.08  (meters)                     GEOID03
 AG9844
 AG9844  HORZ ORDER  -  FIRST
 AG9844  ELLP ORDER  -  FOURTH    CLASS II
 AG9844
 AG9844.The horizontal coordinates were established by GPS observations
 AG9844.and adjusted by the National Geodetic Survey in August 1998..
 AG9844
 AG9844.The orthometric height was determined by GPS observations and a
 AG9844.high-resolution geoid model.
 AG9844
 AG9844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9844
 AG9844.The Laplace correction was computed from DEFLEC99 derived deflections.
 AG9844
 AG9844.The ellipsoidal height was determined by GPS observations
 AG9844.and is referenced to NAD 83.
 AG9844
 AG9844.The geoid height was determined by GEOID03.
 AG9844
 AG9844;                    North         East     Units Scale Factor Converg.
 AG9844;SPC CO N     -   425,076.188 1,035,754.571   MT  0.99996059   +0 55 25.7
 AG9844;SPC CO N     - 1,394,604.13  3,398,138.12   sFT  0.99996059   +0 55 25.7
 AG9844;UTM  13      - 4,473,433.264   578,889.910   MT  0.99967661   +0 36 09.8
 AG9844
 AG9844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9844!SPC CO N     -   0.99978992  x   0.99996059  =   0.99975052
 AG9844!UTM  13      -   0.99978992  x   0.99967661  =   0.99946660
 AG9844
 AG9844                          SUPERSEDED SURVEY CONTROL
 AG9844
 AG9844  ELLIP H (08/11/98) 1339.48   (m)                       GP(       ) 4 1
 AG9844
 AG9844.Superseded values are not recommended for survey control.
 AG9844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9844.See file dsdata.txt to determine how the superseded data were derived.
 AG9844
 AG9844_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE7889073433(NAD 83)
 AG9844_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9844_STAMPING: MUSSER 1997
 AG9844_MARK LOGO: NGS   
 AG9844_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9844+STABILITY: SURFACE MOTION
 AG9844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9844+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AG9844
 AG9844  HISTORY     - Date     Condition        Report By
 AG9844  HISTORY     - 1997     MONUMENTED       NGS
 AG9844
 AG9844                          STATION DESCRIPTION
 AG9844
 AG9844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AG9844'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) NORTH-NORTHEAST OF ORCHARD,
 AG9844'4 MI (6.4 KM) NORTH OF GOODRICH AND AT THE NORTH END OF JACKSON
 AG9844'RESERVOIR, IN THE NORTHEAST 1/4 OF SECTION 15, T 5 N, R 60 W.
 AG9844'OWNERSHIP--COLORADO STATE WILDLIFE AREA  TO REACH THE STATION FROM THE
 AG9844'INTERSECTION OF MORGAN COUNTY ROAD 4 AND MORGAN COUNTY ROAD CC, JUST
 AG9844'NORTH OF THE NORTH CENTERAL END OF JACKSON RESERVOIR, GO SOUTH ON
 AG9844'COUNTY ROAD 4 TOWARD THE STATE WILDLIFE AREA FOR 0.1 MI (0.2 KM) TO
 AG9844'THE STATION ON THE RIGHT  THE MARK IS STANDARD DISK SET IN THE TOP OF
 AG9844'A 40 CM ROUND CONCRETE POST, PROJECTING 8 CM ABOVE THE GROUND.  IT IS
 AG9844'27.5 M (90.2 FT) SOUTH FROM A FENCE CORNER, 18.9 M (62.0 FT) SOUTH
 AG9844'FROM THE CENTER OF A SIGN POST FOR THE STATE WILDLIFE AREA, 7.0 M
 AG9844'(23.0 FT) WEST FROM THE CENTER OF COUNTY ROAD 4, 0.9 M (3.0 FT) WEST
 AG9844'FROM THE RIGHT-OF-WAY FENCE AND 0.6 M (2.0 FT) SOUTH FROM A WITNESS
 AG9844'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1609 ***********************************************************************
 KK1609  DESIGNATION -  MUSTANG
 KK1609  PID         -  KK1609
 KK1609  STATE/COUNTY-  CO/EL PASO
 KK1609  USGS QUAD   -  RAMAH SOUTH (1970)
 KK1609
 KK1609                         *CURRENT SURVEY CONTROL
 KK1609  ___________________________________________________________________
 KK1609* NAD 83(1992)-  39 04 56.37893(N)    104 08 13.89828(W)     ADJUSTED  
 KK1609* NAVD 88     -      2011.5    (meters)    6599.     (feet)  VERTCON   
 KK1609  ___________________________________________________________________
 KK1609  LAPLACE CORR-          -4.35  (seconds)                    DEFLEC99
 KK1609  GEOID HEIGHT-         -18.75  (meters)                     GEOID03
 KK1609
 KK1609  HORZ ORDER  -  SECOND
 KK1609
 KK1609.The horizontal coordinates were established by classical geodetic methods
 KK1609.and adjusted by the National Geodetic Survey in January 1993..
 KK1609
 KK1609.The NAVD 88 height was computed by applying the VERTCON shift value to
 KK1609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KK1609
 KK1609.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1609
 KK1609.The geoid height was determined by GEOID03.
 KK1609
 KK1609;                    North         East     Units Scale Factor Converg.
 KK1609;SPC CO C     -   444,332.297 1,032,307.911   MT  0.99993596   +0 51 34.2
 KK1609;SPC CO C     - 1,457,780.21  3,386,830.20   sFT  0.99993596   +0 51 34.2
 KK1609;UTM  13      - 4,326,266.866   574,625.815   MT  0.99966857   +0 32 38.3
 KK1609
 KK1609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1609!SPC CO C     -   0.99968745  x   0.99993596  =   0.99962343
 KK1609!UTM  13      -   0.99968745  x   0.99966857  =   0.99935612
 KK1609
 KK1609|---------------------------------------------------------------------|
 KK1609| PID    Reference Object                     Distance      Geod. Az  |
 KK1609|                                                           dddmmss.s |
 KK1609| CP7810 MUSTANG RM 1                         10.453 METERS 00248     |
 KK1609| CP7811 MUSTANG RM 2                          9.741 METERS 09737     |
 KK1609| KK1612 EAST                                APPROX.12.5 KM 3245809.7 |
 KK1609|---------------------------------------------------------------------|
 KK1609
 KK1609                          SUPERSEDED SURVEY CONTROL
 KK1609
 KK1609  NAD 83(1986)-  39 04 56.36913(N)    104 08 13.89332(W) AD(       ) 2
 KK1609  NAD 27      -  39 04 56.40792(N)    104 08 12.03597(W) AD(       ) 2
 KK1609  NGVD 29 (07/19/86) 2010.5    (m)         6596.     (f) VERT ANG       
 KK1609
 KK1609.Superseded values are not recommended for survey control.
 KK1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1609.See file dsdata.txt to determine how the superseded data were derived.
 KK1609
 KK1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED7462626267(NAD 83)
 KK1609_MARKER: Z = SEE DESCRIPTION
 KK1609_SETTING: 0 = UNSPECIFIED SETTING
 KK1609
 KK1609  HISTORY     - Date     Condition        Report By
 KK1609  HISTORY     - 1970     MONUMENTED       USGS
 KK1609
 KK1609                          STATION DESCRIPTION
 KK1609
 KK1609'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (WAK)
 KK1609'STATION IS LOCATED SOUTH 64 DEGREES WEST ABOUT 27.5 MILES AIRLINE
 KK1609'FROM LIMON, COLORADO.  SOUTH 28 DEGREES EAST ABOUT 3.5 MILES
 KK1609'AIRLINE FROM RAMAH, COLORADO.  AND ABOUT 0.5 MILE EAST OF A GRADED
 KK1609'GRAVEL ROAD, ABOUT 0.2 MILE SOUTH OF AN EAST-WEST SECTION LINE
 KK1609'FENCE, APPROXIMATELY 100 FEET SOUTH OF THE NORTH END OF THE
 KK1609'RIDGE, AND 5 FEET SOUTH OF A WHITE WITNESS SIGN ON LAND OWNED BY
 KK1609'MR. DON SMITH, RAMAH, COLORADO.
 KK1609'
 KK1609'TO REACH THE STATION FROM RAMAH, COLORADO, PROCEED EAST ON
 KK1609'U.S. HIGHWAY 24 FOR 1.0 MILE TO A GRADED ROAD SOUTH KNOWN LOCALLY
 KK1609'AS RAMAH HIGHWAY.  TURN RIGHT (SOUTH) ONTO THIS ROAD FOR 3.1 MILES
 KK1609'TO A GATE ON THE LEFT.  TURN LEFT (EAST) THROUGH GATE FOLLOWING
 KK1609'TRACK ROAD, PARALLELING EAST-WEST FENCE, FOR 0.4 MILE TO FAINT
 KK1609'ROAD JUNCTION SOUTH.  TURN RIGHT (SOUTH) ON FAINT TRACK ROAD FOR
 KK1609'0.2 MILE TO TOP OF RIDGE AND STATION MARK.
 KK1609'
 KK1609'ALL MARKS ARE USGS BRASS TABLETS SOLDERED TO COPPER COATED STEEL
 KK1609'RODS CENTERED IN TILE 6 INCHES IN DIAMETER AND 12 INCHES LONG
 KK1609'FILLED WITH GRAVEL AND SET FLUSH WITH GROUND SURFACE.
 KK1609'
 KK1609'STATION MARK IS A ROD DRIVEN 15 FEET.  TABLET STAMPED MUSTANG ET
 KK1609'1970.
 KK1609'
 KK1609'REFERENCE MARK NO. 1 IS A ROD DRIVEN 15 FEET.  TABLET STAMPED
 KK1609'MUSTANG ET 1970 1.
 KK1609'
 KK1609'REFERENCE MARK NO. 2 IS A ROD DRIVEN 15 FEET.  TABLET STAMPED
 KK1609'MUSTANG ET 1970 2.
 KK1609'
 KK1609'STATION EAST ET 1970 IS VISIBLE FROM THE GROUND AT THIS STATION
 KK1609'AND WILL SERVE AS THE AZIMUTH MARK.
 KK1609'
 KK1609'ALL OBSERVATIONS WERE MADE FROM A STANDARD TRIPOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AC5146 ***********************************************************************
 AC5146  DESIGNATION -  MUSTANG CANYON
 AC5146  PID         -  AC5146
 AC5146  STATE/COUNTY-  CO/PUEBLO
 AC5146  USGS QUAD   -  RED TOP RANCH (1970)
 AC5146
 AC5146                         *CURRENT SURVEY CONTROL
 AC5146  ___________________________________________________________________
 AC5146* NAD 83(1992)-  37 52 31.72775(N)    104 16 00.47103(W)     ADJUSTED  
 AC5146* NAVD 88     -      1503.1    (meters)    4931.     (feet)  GPS OBS   
 AC5146  ___________________________________________________________________
 AC5146  X           -  -1,242,561.524 (meters)                     COMP
 AC5146  Y           -  -4,886,592.499 (meters)                     COMP
 AC5146  Z           -   3,895,454.079 (meters)                     COMP
 AC5146  LAPLACE CORR-          -7.47  (seconds)                    DEFLEC99
 AC5146  ELLIP HEIGHT-        1483.12  (meters)          (12/03/02) GPS OBS
 AC5146  GEOID HEIGHT-         -19.95  (meters)                     GEOID03
 AC5146
 AC5146  HORZ ORDER  -  FIRST
 AC5146  ELLP ORDER  -  FOURTH    CLASS II
 AC5146
 AC5146.The horizontal coordinates were established by GPS observations
 AC5146.and adjusted by the National Geodetic Survey in January 1997..
 AC5146
 AC5146.The orthometric height was determined by GPS observations and a
 AC5146.high-resolution geoid model.
 AC5146
 AC5146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC5146
 AC5146.The Laplace correction was computed from DEFLEC99 derived deflections.
 AC5146
 AC5146.The ellipsoidal height was determined by GPS observations
 AC5146.and is referenced to NAD 83.
 AC5146
 AC5146.The geoid height was determined by GEOID03.
 AC5146
 AC5146;                    North         East     Units Scale Factor Converg.
 AC5146;SPC CO S     -   439,675.735 1,022,890.882   MT  0.99994566   +0 45 23.1
 AC5146;SPC CO S     - 1,442,502.81  3,355,934.50   sFT  0.99994566   +0 45 23.1
 AC5146;UTM  13      - 4,192,252.719   564,482.352   MT  0.99965121   +0 27 00.6
 AC5146
 AC5146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC5146!SPC CO S     -   0.99976733  x   0.99994566  =   0.99971300
 AC5146!UTM  13      -   0.99976733  x   0.99965121  =   0.99941862
 AC5146
 AC5146                          SUPERSEDED SURVEY CONTROL
 AC5146
 AC5146  ELLIP H (01/17/97) 1483.12   (m)                       GP(       ) 1 1
 AC5146
 AC5146.Superseded values are not recommended for survey control.
 AC5146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5146.See file dsdata.txt to determine how the superseded data were derived.
 AC5146
 AC5146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB6448292253(NAD 83)
 AC5146_MARKER: DH = HORIZONTAL CONTROL DISK
 AC5146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5146_STAMPING: MUSTANG CANYON 1995
 AC5146_MARK LOGO: NGS   
 AC5146_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AC5146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5146+STABILITY: SURFACE MOTION
 AC5146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5146+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AC5146
 AC5146  HISTORY     - Date     Condition        Report By
 AC5146  HISTORY     - 1995     MONUMENTED       CO-101
 AC5146
 AC5146                          STATION DESCRIPTION
 AC5146
 AC5146'DESCRIBED BY PUEBLO COUNTY COLORADO 1995 (KCH)
 AC5146'THE STATION IS LOCATED IN SOUTHEAST PUEBLO COUNTY ON RED TOP ROAD, 3.8
 AC5146'MILES (6.1 KM) SOUTH OF THE RED TOP RANCH HEADQUARTERS, 4.7 MI (7.6
 AC5146'KM) NORTH OF COLORADO STATE HIGHWAY 10, ABOUT 32.8 MI (52.8 KM)
 AC5146'SOUTHEAST OF DOWNTOWN PUEBLO, 15.6 MI (25.1 KM) NORTHWEST OF THE
 AC5146'SOUTHEAST CORNER OF PUEBLO COUNTY, IN THE NE 1/4 OF SECTION 18 T25S
 AC5146'R61W OF THE 6TH PM. OWNERSHIP-- PUEBLO COUNTY RIGHT-OF-WAY. TO REACH
 AC5146'THE STATION FROM THE INTERSECTION OF US HWY 50E AND 27TH LANE, GO
 AC5146'SOUTH 2.9 MI (4.7 KM) ON 27TH LANE TO THE SIGN MARKING THE END OF 27TH
 AC5146'LANE AND THE BEGINNING OF DOYLE ROAD. CONTINUE SOUTH, AND THEN
 AC5146'SOUTHEAST 5.7 MI (9.2 KM) TO A SIDE ROAD LEFT, BUSH ROAD. CONTINUE
 AC5146'SOUTHEAST 2.7 MI (4.3 KM) TO AN INTERSECTING N-S ROAD, BROADACRE ROAD.
 AC5146'CONTINUE SOUTHEAST 3.1 MI (5.0 KM) TO A SIDE ROAD RIGHT, VERTREES
 AC5146'ROAD.  CONTINUE SOUTHEAST 0.6 MI (1.0 KM) ON DOYLE ROAD TO A BRIDGE
 AC5146'ACROSS THE HUERFANO RIVER. CONTINUE SOUTHEAST 0.1 MI (0.2 KM) TO THE
 AC5146'TRIPLE JUNCTION OF DOYLE ROAD, EAST HUWRFANO ROAD, AND RED TOP ROAD.
 AC5146'TURN RIGHT, SOUTHEAST, ON RED TOP ROAD FOR 0.2 MI (0.3 KM) TO A SIDE
 AC5146'ROAD RIGHT THAT LEADS TO A LOCKED STEEL GATE. CONTINUE SOUTHEAST 2.9
 AC5146'MI (4.7 KM) TO A SIDE ROAD RIGHT LEADING TO A LOCKED STEEL GATE.
 AC5146'CONTINUE SOUTHEAST 0.5 MI (0.8 KM) WHERE RED TOP ROAD BREAKS MORE
 AC5146'EASTERLY.  CONTINUE SOUTHEAST 2.0 MI (3.2 KM) THROUGH HILLS TO POINT
 AC5146'WHERE ROADS STRAIGHTENS TO DUE E-W.  CONTINUE EAST 3.0 MI (4.8 KM) TO
 AC5146'A 90 DEGREE BEND TO THE RIGHT, SOUTH. CONTINUE SOUTH ON RED TOP 2.7 MI
 AC5146'(4.3 KM) TO A BEND TO THE SOUTHEAST. CONTINUE SOUTHEAST 2.3 MI (3.7
 AC5146'KM) TO A SIDE ROAD LEFT, RED TOP ROAD EAST (UN-MARKED). CONTINUE SOUTH
 AC5146'0.8 TO A CATTLE GUARD AND THE BUILDINGS OF THE RED TOP RANCH
 AC5146'HEADQUARTERS.  CONTINUE SOUTH 0.2 MI (0.3 KM) ,THRU THE BUILDINGS, TO
 AC5146'THE CATTLE GUARD AT THE SOUTH ENTRANCE TO THE RED TOP RANCH
 AC5146'HEADQUARTERS.  CONTINUE AHEAD, SOUTH ON RED TOP ROAD 0.45 MI (0.72 KM)
 AC5146'TO A SIDE ROAD LEFT, A RANCH ROAD. CONTINUE AHEAD, SOUTH, 0.85 MI
 AC5146'(1.37 KM) TO A CATTLE GUARD.  CONTINUE SOUTH 1.15 MI (1.85 KM) TO A
 AC5146'CATTLE GUARD.  CONTINUE SOUTH ON RED TOP ROAD 1.35 MI (2.17 KM) TO A
 AC5146'SIDE ROAD RIGHT, A MAILBOX, AND THE MARKER, SET ON THE WEST SIDE OF
 AC5146'THE ROAD. TO REACH FROM RED TOP ROAD AND MILE MARKER 30.4 OF STATE HWY
 AC5146'10. GO NORTH ON RED TOP ROAD 1.3 MI (2.1 KM) TO A WINDMILL, RAILROAD
 AC5146'CAR AND A CORRAL.  CONTINUE AHEAD, NORTH, 0.95 MI (1.53 KM) TO THE
 AC5146'BOTTOM OF A ROCKY DRAW. CONTINUE AHEAD, NORTH, ON RED TOP ROAD 0.40 MI
 AC5146'(0.64 KM) TO THE CROSSING OF AN OVERHEAD TELEPHONE LINE.  CONTINUE
 AC5146'AHEAD, NORT H, 0.6 MI (1.0 KM) TO A CATTLE GUARD. CONTINUE AHEAD
 AC5146',NORTH, 0.25 MI (0.40 KM) TO ANOTHER CROSSING OF OVERHEAD TELEPHONE
 AC5146'LINES. CONTINUE AHEAD NORTH 0.45 MI (0.72 KM) TO A SIDE ROAD LEFT, A
 AC5146'MAILBOX, AND THE MARKER OFF THE LEFT, WEST, SIDE OF THE ROAD. THE
 AC5146'MARKER IS A STANDARD NGS BRASS HORIZONTAL CONTROL DISK SET IN THE TOP
 AC5146'OF A CYLNDRICAL MASS OF CONCRETE 1.5 FT (0.5 M) IN DIAMETER AND 5.0 FT
 AC5146'(1.5 M) DEEP AND PROJECTS 4.0 CM ABOVE THE GROUND.  IT IS 17.2 M (56.4
 AC5146'FT) WEST OF THE CENTER OF RED TOP ROAD, 21.9 M (71.9 FT) SOUTH OF A
 AC5146'TWO-TRACK RANCH ROAD, AND 0.9 M (3.0 FT) WEST OF A CARSONITE WITNESS
 AC5146'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AI5937 ***********************************************************************
 AI5937  SACS        -  This is a Secondary Airport Control Station.
 AI5937  DESIGNATION -  MVI A
 AI5937  PID         -  AI5937
 AI5937  STATE/COUNTY-  CO/RIO GRANDE
 AI5937  USGS QUAD   -  HOMELAKE (1966)
 AI5937
 AI5937                         *CURRENT SURVEY CONTROL
 AI5937  ___________________________________________________________________
 AI5937* NAD 83(1992)-  37 31 15.45242(N)    106 03 10.71027(W)     ADJUSTED  
 AI5937* NAVD 88     -      2319.01   (meters)    7608.3    (feet)  GPS OBS   
 AI5937  ___________________________________________________________________
 AI5937  X           -  -1,401,105.961 (meters)                     COMP
 AI5937  Y           -  -4,869,241.202 (meters)                     COMP
 AI5937  Z           -   3,864,811.556 (meters)                     COMP
 AI5937  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 AI5937  ELLIP HEIGHT-        2302.32  (meters)          (10/21/02) GPS OBS
 AI5937  GEOID HEIGHT-         -16.66  (meters)                     GEOID03
 AI5937
 AI5937  HORZ ORDER  -  FIRST
 AI5937  ELLP ORDER  -  FIFTH     CLASS I
 AI5937
 AI5937.This mark is at Monte Vista Municipal Airport (MVI)
 AI5937
 AI5937.The horizontal coordinates were established by GPS observations
 AI5937.and adjusted by the National Geodetic Survey in June 2000..
 AI5937
 AI5937.The orthometric height was determined by GPS observations and a
 AI5937.high-resolution geoid model.
 AI5937
 AI5937.GPS derived orthometric heights for airport stations designated as
 AI5937.PACS or SACS are published to 2 decimal places.  This maintains
 AI5937.centimeter relative accuracy between the PACS and SACS.  It does
 AI5937.not indicate centimeter accuracy relative to other marks which are
 AI5937.part of the NAVD 88 network.
 AI5937
 AI5937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI5937
 AI5937.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI5937
 AI5937.The ellipsoidal height was determined by GPS observations
 AI5937.and is referenced to NAD 83.
 AI5937
 AI5937.The geoid height was determined by GEOID03.
 AI5937
 AI5937;                    North         East     Units Scale Factor Converg.
 AI5937;SPC CO S     -   399,757.696   865,520.661   MT  0.99996025   -0 20 21.1
 AI5937;SPC CO S     - 1,311,538.37  2,839,629.04   sFT  0.99996025   -0 20 21.1
 AI5937;UTM  13      - 4,153,187.373   406,952.110   MT  0.99970664   -0 38 28.9
 AI5937
 AI5937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI5937!SPC CO S     -   0.99963884  x   0.99996025  =   0.99959911
 AI5937!UTM  13      -   0.99963884  x   0.99970664  =   0.99934559
 AI5937
 AI5937                          SUPERSEDED SURVEY CONTROL
 AI5937
 AI5937  ELLIP H (06/30/00) 2302.35   (m)                       GP(       ) 1 1
 AI5937
 AI5937.Superseded values are not recommended for survey control.
 AI5937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI5937.See file dsdata.txt to determine how the superseded data were derived.
 AI5937
 AI5937_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB0695253187(NAD 83)
 AI5937_MARKER: DH = HORIZONTAL CONTROL DISK
 AI5937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI5937_STAMPING: MVI A 1999
 AI5937_MARK LOGO: NGS   
 AI5937_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT
 AI5937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI5937+STABILITY: SURFACE MOTION
 AI5937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI5937+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AI5937
 AI5937  HISTORY     - Date     Condition        Report By
 AI5937  HISTORY     - 1999     MONUMENTED       NGS
 AI5937
 AI5937                          STATION DESCRIPTION
 AI5937
 AI5937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 AI5937'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) SOUTHEAST OF MONTE
 AI5937'VISTA, 8.1 MI (13.0 KM) NORTHWEST OF ALAMOSA AND AT THE MONTE VISTA
 AI5937'MUNICIPAL AIRPORT, IN THE SOUTHWEST 1/4 OF SECTION 24, T 38 N, R 8 E.
 AI5937'ACCESS TO THE AIRPORT IS NOT CONTROLLED.  PERMISSION TO USE THIS
 AI5937'STATION MUST BE OBTAINED FROM THE AIRPORT MANAGER.  OWNERSHIP--MONTE
 AI5937'VISTA MUNICIPAL AIRPORT, 4 CHICO CAMINO, MONTE VISTA, CO 81144.
 AI5937'AIRPORT MANAGER--DAVID HOWARD, TELEPHONE--719-852-2692
 AI5937'TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 160, 285
 AI5937'AND STATE HIGHWAY 15 IN MONTE VISTA, GO EAST ON U.S.  HIGHWAY 160 AND
 AI5937'285 FOR 5.6 MI (9.0 KM) TO THE NATIONAL GUARD BUILDING ON THE LEFT.
 AI5937'CONTINUE AHEAD, SOUTHEASTERLY, ON HIGHWAY 160 AND 285 FOR 0.9 MI (1.4
 AI5937'KM) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, SOUTH, ON THE
 AI5937'PAVED ROAD, CROSSING THE RAILROAD TRACKS FOR 0.25 MI (0.40 KM) TO THE
 AI5937'END OF THE ROAD AND THE AIRPORT BUILDING ON THE LEFT.  CONTACT THE
 AI5937'AIRPORT MANAGER BEFORE ENTERING THE FLIGHT OPERATIONS AREA. CONTINUE
 AI5937'AHEAD, SOUTHERLY, ON THE TAXIWAY FOR 0.15 MI (0.24 KM) TO RUNWAY
 AI5937'02/20.  TURN RIGHT, SOUTHWEST, ON RUNWAY 02/20 FOR 0.9 MI (1.4 KM) TO
 AI5937'THE STATION ON THE LEFT
 AI5937'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 AI5937'POST FLUSH WITH THE GROUND.  IT IS 46.4 M (152.2 FT) NORTH FROM THE
 AI5937'NORTHWEST CORNER OF THE RUNUP RAMP, 38.1 M (125.0 FT) WEST-NORTHWEST
 AI5937'FROM THE CENTER LINE OF RUNWAY 02/20, 31.3 M (102.7 FT)
 AI5937'NORTH-NORTHWEST FROM A RED-WHITE RUNWAY LIGHT AND ABOUT 1 M (3.3 FT)
 AI5937'BELOW THE RUNWAY.  THIS STATION IS DESIGNATED A SECONDARY AIRPORT
 AI5937'CONTROL STATION FOR THE ANA PROJECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE8135 ***********************************************************************
 AE8135  DESIGNATION -  MYHRE
 AE8135  PID         -  AE8135
 AE8135  STATE/COUNTY-  CO/LARIMER
 AE8135  USGS QUAD   -  BUCKHORN MOUNTAIN (1977)
 AE8135
 AE8135                         *CURRENT SURVEY CONTROL
 AE8135  ___________________________________________________________________
 AE8135* NAD 83(1992)-  40 33 51.04850(N)    105 18 37.43705(W)     ADJUSTED  
 AE8135* NAVD 88     -      1903.5    (meters)    6245.     (feet)  GPS OBS   
 AE8135  ___________________________________________________________________
 AE8135  X           -  -1,281,594.215 (meters)                     COMP
 AE8135  Y           -  -4,681,380.963 (meters)                     COMP
 AE8135  Z           -   4,127,005.407 (meters)                     COMP
 AE8135  LAPLACE CORR-         -18.73  (seconds)                    DEFLEC99
 AE8135  ELLIP HEIGHT-        1889.58  (meters)          (12/03/02) GPS OBS
 AE8135  GEOID HEIGHT-         -13.87  (meters)                     GEOID03
 AE8135
 AE8135  HORZ ORDER  -  FIRST
 AE8135  ELLP ORDER  -  FOURTH    CLASS II
 AE8135
 AE8135.The horizontal coordinates were established by GPS observations
 AE8135.and adjusted by the National Geodetic Survey in March 1998..
 AE8135
 AE8135.The orthometric height was determined by GPS observations and a
 AE8135.high-resolution geoid model.
 AE8135
 AE8135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8135
 AE8135.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE8135
 AE8135.The ellipsoidal height was determined by GPS observations
 AE8135.and is referenced to NAD 83.
 AE8135
 AE8135.The geoid height was determined by GEOID03.
 AE8135
 AE8135;                    North         East     Units Scale Factor Converg.
 AE8135;SPC CO N     -   441,481.791   930,458.074   MT  0.99997178   +0 07 21.0
 AE8135;SPC CO N     - 1,448,428.18  3,052,677.86   sFT  0.99997178   +0 07 21.0
 AE8135;UTM  13      - 4,490,425.042   473,723.742   MT  0.99960850   -0 12 06.7
 AE8135
 AE8135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8135!SPC CO N     -   0.99970367  x   0.99997178  =   0.99967546
 AE8135!UTM  13      -   0.99970367  x   0.99960850  =   0.99931229
 AE8135
 AE8135                          SUPERSEDED SURVEY CONTROL
 AE8135
 AE8135  ELLIP H (03/31/98) 1889.60   (m)                       GP(       ) 4 1
 AE8135
 AE8135.Superseded values are not recommended for survey control.
 AE8135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8135.See file dsdata.txt to determine how the superseded data were derived.
 AE8135
 AE8135_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE7372490425(NAD 83)
 AE8135_MARKER: DH = HORIZONTAL CONTROL DISK
 AE8135_SETTING: 66 = SET IN ROCK OUTCROP
 AE8135_STAMPING: MYHRE 1997
 AE8135_MARK LOGO: NGS   
 AE8135_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8135_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE8135+STABILITY: POSITION/ELEVATION WELL
 AE8135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8135+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE8135
 AE8135  HISTORY     - Date     Condition        Report By
 AE8135  HISTORY     - 1997     MONUMENTED       NGS
 AE8135
 AE8135                          STATION DESCRIPTION
 AE8135
 AE8135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 AE8135'THE STATION IS LOCATED ABOUT 10 MI (16.1 KM) WEST-SOUTHWEST OF
 AE8135'LAPORTE, 9.5 MI (15.3 KM) SOUTHWEST OF TEDS PLACE AND 8 MI (12.9 KM)
 AE8135'NORTHWEST OF MASONVILLE, IN THE NORTHEAST 1/4 OF SECTION 23, T 7 N, R
 AE8135'71 W, AT LARIMER COUNTY ROAD 27 MILEPOST 18.6.  OWNERSHIP--LARIMER
 AE8135'COUNTY ROAD RIGHT-OF-WAY TO REACH THE STATION FROM THE INTERSECTION OF
 AE8135'LARIMER COUNTY ROAD 27 AND LARIMER COUNTY ROAD 44H (PENNOCK PASS ROAD)
 AE8135', GO SOUTHEASTERLY ON LARIMER COUNTY ROAD 27 FOR 1.4 MI (2.3 KM) TO
 AE8135'THE STATION ON THE LEFT, JUST PASSED A BOX CULVERT OVER BUCKHORN CREEK
 AE8135'TO REACH THE STATION FROM THE INTERSECTION OF LARIMER COUNTY ROAD 38E
 AE8135'AND LARIMER COUNTY ROAD 27 IN MASONVILLE, GO NORTHWEST ON COUNTY ROAD
 AE8135'27 FOR 9.1 MI (14.6 KM) TO THE STATION ON THE RIGHT, JUST BEFORE A BOX
 AE8135'CULVERT OVER BUCKHORN CREEK THE MARK IS A STANDARD DISK SET IN A DRILL
 AE8135'HOLE IN BEDROCK.  IT IS 16.2 M (53.1 FT) NORTH FROM THE CENTER OF THE
 AE8135'SOUTHERN END OF A PRE-CASTE BOX CULVERT OVER BUCKHORN CREEK, 10.0 M
 AE8135'(32.8 FT) EAST FROM THE CENTER OF THE NORTH END OF A PRE-CASTE BOX
 AE8135'CULVERT, 8.3 M (27.2 FT) NORTH FROM THE CENTER OF LARIMER COUNTY ROAD
 AE8135'27, 7.1 M (23.3 FT) EAST FROM THE NORTHEAST CORNER OF THE CULVERT, 3.7
 AE8135'M (12.1 FT) WEST FROM A LARIMER COUNTY WITNESS POST, 0.45 M (1.48 FT)
 AE8135'EAST FROM A WITNESS POST AND ABOUT 0.3 M (1.0 FT) ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0414 ***********************************************************************
 JL0414  DESIGNATION -  N 10
 JL0414  PID         -  JL0414
 JL0414  STATE/COUNTY-  CO/MONTROSE
 JL0414  USGS QUAD   -  OLATHE NW (1955)
 JL0414
 JL0414                         *CURRENT SURVEY CONTROL
 JL0414  ___________________________________________________________________
 JL0414* NAD 83(1986)-  38 37 55.     (N)    107 59 26.     (W)     SCALED    
 JL0414* NAVD 88     -      1610.344  (meters)    5283.27   (feet)  ADJUSTED  
 JL0414  ___________________________________________________________________
 JL0414  GEOID HEIGHT-         -16.85  (meters)                     GEOID03
 JL0414  DYNAMIC HT  -        1608.632 (meters)    5277.65  (feet)  COMP
 JL0414  MODELED GRAV-     979,509.2   (mgal)                       NAVD 88
 JL0414
 JL0414  VERT ORDER  -  FIRST     CLASS II
 JL0414
 JL0414.The horizontal coordinates were scaled from a topographic map and have
 JL0414.an estimated accuracy of +/- 6 seconds.
 JL0414
 JL0414.The orthometric height was determined by differential leveling
 JL0414.and adjusted by the National Geodetic Survey in June 1991..
 JL0414
 JL0414.The geoid height was determined by GEOID03.
 JL0414
 JL0414.The dynamic height is computed by dividing the NAVD 88
 JL0414.geopotential number by the normal gravity value computed on the
 JL0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0414.degrees latitude (g = 980.6199 gals.).
 JL0414
 JL0414.The modeled gravity was interpolated from observed gravity values.
 JL0414
 JL0414;                    North         East    Units  Estimated Accuracy
 JL0414;SPC CO S     -   525,820.      697,560.      MT  (+/- 180 meters Scaled)
 JL0414
 JL0414                          SUPERSEDED SURVEY CONTROL
 JL0414
 JL0414  NGVD 29 (??/??/92) 1609.282  (m)         5279.79   (f) ADJ UNCH    1 2
 JL0414
 JL0414.Superseded values are not recommended for survey control.
 JL0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0414.See file dsdata.txt to determine how the superseded data were derived.
 JL0414
 JL0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC396801(NAD 83)
 JL0414_MARKER: DB = BENCH MARK DISK
 JL0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0414_SP_SET: CONCRETE POST
 JL0414_STAMPING: N 10 1926 5279.786
 JL0414_MARK LOGO: CGS   
 JL0414_PROJECTION: PROJECTING 10 CENTIMETERS
 JL0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0414+STABILITY: SURFACE MOTION
 JL0414
 JL0414  HISTORY     - Date     Condition        Report By
 JL0414  HISTORY     - 1926     MONUMENTED       CGS
 JL0414  HISTORY     - 1984     GOOD             NGS
 JL0414
 JL0414                          STATION DESCRIPTION
 JL0414
 JL0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1926
 JL0414'1.8 MI NW FROM OLATHE.
 JL0414'1.8 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0414'FROM THE STATION AT OLATHE, MONTROSE COUNTY, 30 FEET NORTH OF MILEPOST
 JL0414'D-364, 35 FEET WEST OF THE TRACK, AND 3 FEET LOWER THAN THE TRACK. A
 JL0414'STANDARD DISK, STAMPED 5279.786 N 10 1926 AND SET IN THE TOP OF A
 JL0414'CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE GROUND.
 JL0414
 JL0414                          STATION RECOVERY (1984)
 JL0414
 JL0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0414'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  11.1 KM
 JL0414'(6.9 MI) SOUTHEASTERLY ALONG U.S. HIGHWAY 50 FROM ITS JUNCTION WITH
 JL0414'STATE HIGHWAY 92 IN DELTA, THENCE 0.1 KM (0.05 MI) SOUTHWEST ALONG
 JL0414'NORTH RIVER ROAD, THENCE 3.9 KM (2.4 MI) SOUTHEASTERLY ALONG THE
 JL0414'DENVER AND RIO GRANDE WESTERN RAILROAD, 60.1 M (197.2 FT) NORTHWEST
 JL0414'OF THE CENTER OF A DRIVEWAY LEADING WEST, 35.0 M (114.8 FT) SOUTHWEST
 JL0414'OF A GRAVELED ROAD, 17.6 M (57.7 FT) WEST OF MILEPOST 364, 10.0 M
 JL0414'(32.8 FT) SOUTHWEST OF THE NEAR RAIL, AND 4.9 M (16.1 FT) NORTHEAST
 JL0414'OF A FENCE.
 JL0414'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 JL0414'THE MARK IS 1.2 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0072 ***********************************************************************
 KJ0072  DESIGNATION -  N 100
 KJ0072  PID         -  KJ0072
 KJ0072  STATE/COUNTY-  CO/KIT CARSON
 KJ0072  USGS QUAD   -  KANORADO (1984)
 KJ0072
 KJ0072                         *CURRENT SURVEY CONTROL
 KJ0072  ___________________________________________________________________
 KJ0072* NAD 83(1986)-  39 19 29.     (N)    102 06 37.     (W)     SCALED    
 KJ0072* NAVD 88     -      1208.249  (meters)    3964.06   (feet)  ADJUSTED  
 KJ0072  ___________________________________________________________________
 KJ0072  GEOID HEIGHT-         -23.24  (meters)                     GEOID03
 KJ0072  DYNAMIC HT  -        1207.202 (meters)    3960.63  (feet)  COMP
 KJ0072  MODELED GRAV-     979,719.5   (mgal)                       NAVD 88
 KJ0072
 KJ0072  VERT ORDER  -  SECOND    CLASS 0
 KJ0072
 KJ0072.The horizontal coordinates were scaled from a topographic map and have
 KJ0072.an estimated accuracy of +/- 6 seconds.
 KJ0072
 KJ0072.The orthometric height was determined by differential leveling
 KJ0072.and adjusted by the National Geodetic Survey in June 1991..
 KJ0072
 KJ0072.The geoid height was determined by GEOID03.
 KJ0072
 KJ0072.The dynamic height is computed by dividing the NAVD 88
 KJ0072.geopotential number by the normal gravity value computed on the
 KJ0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0072.degrees latitude (g = 980.6199 gals.).
 KJ0072
 KJ0072.The modeled gravity was interpolated from observed gravity values.
 KJ0072
 KJ0072;                    North         East    Units  Estimated Accuracy
 KJ0072;SPC CO C     -   475,810.    1,206,610.      MT  (+/- 180 meters Scaled)
 KJ0072
 KJ0072                          SUPERSEDED SURVEY CONTROL
 KJ0072
 KJ0072  NGVD 29 (??/??/92) 1207.748  (m)         3962.42   (f) ADJ UNCH    2 0
 KJ0072
 KJ0072.Superseded values are not recommended for survey control.
 KJ0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0072.See file dsdata.txt to determine how the superseded data were derived.
 KJ0072
 KJ0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD490567(NAD 83)
 KJ0072_MARKER: DB = BENCH MARK DISK
 KJ0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0072_STAMPING: N 100 1935
 KJ0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0072+STABILITY: SURFACE MOTION
 KJ0072
 KJ0072  HISTORY     - Date     Condition        Report By
 KJ0072  HISTORY     - 1935     MONUMENTED       CGS
 KJ0072
 KJ0072                          STATION DESCRIPTION
 KJ0072
 KJ0072'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 KJ0072'2.1 MI E FROM PECONIC.
 KJ0072'2.1 MILES EAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC RAILROAD
 KJ0072'FROM THE STATION AT PECONIC, KIT CARSON COUNTY, 2-3/4 POLES EAST OF
 KJ0072'MILE POLE 445/10, AT A NORTH-AND-SOUTH ROAD CROSSING 50 FEET WEST
 KJ0072'OF THE CENTERLINE OF THE ROAD, 45 FEET SOUTH OF THE CENTERLINE OF
 KJ0072'THE TRACK, 85 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 24, 8
 KJ0072'FEET NORTH OF A FENCE AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0146 ***********************************************************************
 LK0146  DESIGNATION -  N 102
 LK0146  PID         -  LK0146
 LK0146  STATE/COUNTY-  CO/PHILLIPS
 LK0146  USGS QUAD   -  UHLER RANCH (1962)
 LK0146
 LK0146                         *CURRENT SURVEY CONTROL
 LK0146  ___________________________________________________________________
 LK0146* NAD 83(1986)-  40 41 11.     (N)    102 58 26.     (W)     SCALED    
 LK0146* NAVD 88     -      1287.763  (meters)    4224.94   (feet)  ADJUSTED  
 LK0146  ___________________________________________________________________
 LK0146  GEOID HEIGHT-         -19.94  (meters)                     GEOID03
 LK0146  DYNAMIC HT  -        1286.813 (meters)    4221.82  (feet)  COMP
 LK0146  MODELED GRAV-     979,841.6   (mgal)                       NAVD 88
 LK0146
 LK0146  VERT ORDER  -  SECOND    CLASS 0
 LK0146
 LK0146.The horizontal coordinates were scaled from a topographic map and have
 LK0146.an estimated accuracy of +/- 6 seconds.
 LK0146
 LK0146.The orthometric height was determined by differential leveling
 LK0146.and adjusted by the National Geodetic Survey in June 1991..
 LK0146
 LK0146.The geoid height was determined by GEOID03.
 LK0146
 LK0146.The dynamic height is computed by dividing the NAVD 88
 LK0146.geopotential number by the normal gravity value computed on the
 LK0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0146.degrees latitude (g = 980.6199 gals.).
 LK0146
 LK0146.The modeled gravity was interpolated from observed gravity values.
 LK0146
 LK0146;                    North         East    Units  Estimated Accuracy
 LK0146;SPC CO N     -   458,080.    1,127,910.      MT  (+/- 180 meters Scaled)
 LK0146
 LK0146                          SUPERSEDED SURVEY CONTROL
 LK0146
 LK0146  NGVD 29 (??/??/92) 1287.198  (m)         4223.08   (f) ADJ UNCH    2 0
 LK0146
 LK0146.Superseded values are not recommended for survey control.
 LK0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0146.See file dsdata.txt to determine how the superseded data were derived.
 LK0146
 LK0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF712059(NAD 83)
 LK0146_MARKER: DB = BENCH MARK DISK
 LK0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0146_STAMPING: N 102 1935
 LK0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0146+STABILITY: SURFACE MOTION
 LK0146
 LK0146  HISTORY     - Date     Condition        Report By
 LK0146  HISTORY     - 1935     MONUMENTED       CGS
 LK0146  HISTORY     - 1938     GOOD             NGS
 LK0146  HISTORY     - 1960     MARK NOT FOUND   USGS
 LK0146
 LK0146                          STATION DESCRIPTION
 LK0146
 LK0146'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 LK0146'2 MI E FROM GALIAN.
 LK0146'2.0 MILES EAST OF GALIAN, ALONG THE C.B. AND Q. RAILROAD, 7 3/4 POLES
 LK0146'WEST OF MILEPOST 216, 30 FEET SOUTH OF THE CENTER OF THE TRACK, IN
 LK0146'LINE WITH THE TELEPHONE LINE, 30 FEET NORTH OF THE FENCE LINE, 35
 LK0146'FEET WEST OF THE CENTER OF A DIM ROAD.  SET HORIZONTAL IN THE TOP
 LK0146'OF A CONCRETE POST.
 LK0146
 LK0146                          STATION RECOVERY (1960)
 LK0146
 LK0146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LK0146'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0170 ***********************************************************************
 LK0170  DESIGNATION -  N 103
 LK0170  PID         -  LK0170
 LK0170  STATE/COUNTY-  CO/LOGAN
 LK0170  USGS QUAD   -  HAXTUN SE (1971)
 LK0170
 LK0170                         *CURRENT SURVEY CONTROL
 LK0170  ___________________________________________________________________
 LK0170* NAD 83(1986)-  40 37 19.     (N)    102 31 37.     (W)     SCALED    
 LK0170* NAVD 88     -      1201.519  (meters)    3941.98   (feet)  ADJUSTED  
 LK0170  ___________________________________________________________________
 LK0170  GEOID HEIGHT-         -20.58  (meters)                     GEOID03
 LK0170  DYNAMIC HT  -        1200.649 (meters)    3939.13  (feet)  COMP
 LK0170  MODELED GRAV-     979,859.4   (mgal)                       NAVD 88
 LK0170
 LK0170  VERT ORDER  -  SECOND    CLASS 0
 LK0170
 LK0170.The horizontal coordinates were scaled from a topographic map and have
 LK0170.an estimated accuracy of +/- 6 seconds.
 LK0170
 LK0170.The orthometric height was determined by differential leveling
 LK0170.and adjusted by the National Geodetic Survey in June 1991..
 LK0170
 LK0170.The geoid height was determined by GEOID03.
 LK0170
 LK0170.The dynamic height is computed by dividing the NAVD 88
 LK0170.geopotential number by the normal gravity value computed on the
 LK0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0170.degrees latitude (g = 980.6199 gals.).
 LK0170
 LK0170.The modeled gravity was interpolated from observed gravity values.
 LK0170
 LK0170;                    North         East    Units  Estimated Accuracy
 LK0170;SPC CO N     -   452,100.    1,165,910.      MT  (+/- 180 meters Scaled)
 LK0170
 LK0170                          SUPERSEDED SURVEY CONTROL
 LK0170
 LK0170  NGVD 29 (??/??/92) 1201.017  (m)         3940.34   (f) ADJ UNCH    2 0
 LK0170
 LK0170.Superseded values are not recommended for survey control.
 LK0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0170.See file dsdata.txt to determine how the superseded data were derived.
 LK0170
 LK0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE091997(NAD 83)
 LK0170_MARKER: DB = BENCH MARK DISK
 LK0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0170_STAMPING: N 103, 1935
 LK0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0170+STABILITY: SURFACE MOTION
 LK0170
 LK0170  HISTORY     - Date     Condition        Report By
 LK0170  HISTORY     - 1935     MONUMENTED       CGS
 LK0170  HISTORY     - 1971     POOR             USGS
 LK0170
 LK0170                          STATION DESCRIPTION
 LK0170
 LK0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LK0170'2.9 MI W FROM PAOLI.
 LK0170'2.9 MI. W. OF PAOLI 0.25 MI. N.E. OF A FRAME HOUSE, 25 FEET S. OF M.P.
 LK0170'192, 60 FEET S. OF THE CENTER LINE OF THE TRACK, AND 60 FEET N. OF
 LK0170'THE CENTER LINE OF U.S. HWY. 6.
 LK0170
 LK0170                          STATION RECOVERY (1971)
 LK0170
 LK0170'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 LK0170'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0063 ***********************************************************************
 KM0063  DESIGNATION -  N 11
 KM0063  PID         -  KM0063
 KM0063  STATE/COUNTY-  CO/MESA
 KM0063  USGS QUAD   -  GRAND JUNCTION (1973)
 KM0063
 KM0063                         *CURRENT SURVEY CONTROL
 KM0063  ___________________________________________________________________
 KM0063* NAD 83(1986)-  39 01 53.     (N)    108 32 59.     (W)     SCALED    
 KM0063* NAVD 88     -      1398.842  (meters)    4589.37   (feet)  POSTED    
 KM0063  ___________________________________________________________________
 KM0063  GEOID HEIGHT-         -16.79  (meters)                     GEOID03
 KM0063  DYNAMIC HT  -        1397.490 (meters)    4584.93  (feet)  COMP
 KM0063  MODELED GRAV-     979,616.1   (mgal)                       NAVD 88
 KM0063
 KM0063  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KM0063
 KM0063.The horizontal coordinates were scaled from a topographic map and have
 KM0063.an estimated accuracy of +/- 6 seconds.
 KM0063
 KM0063.The orthometric height was determined by differential leveling
 KM0063.and adjusted by the National Geodetic Survey in 1992..
 KM0063.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KM0063.rate of 0.0 thru 1.0 mm/km.
 KM0063
 KM0063.The geoid height was determined by GEOID03.
 KM0063
 KM0063.The dynamic height is computed by dividing the NAVD 88
 KM0063.geopotential number by the normal gravity value computed on the
 KM0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0063.degrees latitude (g = 980.6199 gals.).
 KM0063
 KM0063.The modeled gravity was interpolated from observed gravity values.
 KM0063
 KM0063;                    North         East    Units  Estimated Accuracy
 KM0063;SPC CO C     -   442,230.      650,400.      MT  (+/- 180 meters Scaled)
 KM0063
 KM0063                          SUPERSEDED SURVEY CONTROL
 KM0063
 KM0063  NGVD 29 (??/??/92) 1397.806  (m)         4585.97   (f) ADJ UNCH    1 2
 KM0063
 KM0063.Superseded values are not recommended for survey control.
 KM0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0063.See file dsdata.txt to determine how the superseded data were derived.
 KM0063
 KM0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYJ120231(NAD 83)
 KM0063_MARKER: DB = BENCH MARK DISK
 KM0063_SETTING: 66 = SET IN ROCK OUTCROP
 KM0063_SP_SET: SANDSTONE ROCK
 KM0063_STAMPING: 4585.968 N 11 1926
 KM0063_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KM0063+STABILITY: POSITION/ELEVATION WELL
 KM0063
 KM0063  HISTORY     - Date     Condition        Report By
 KM0063  HISTORY     - 1926     MONUMENTED       CGS
 KM0063  HISTORY     - 1956     GOOD             USGS
 KM0063
 KM0063                          STATION DESCRIPTION
 KM0063
 KM0063'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 KM0063'3.4 MI SE FROM GRAND JUNCTION.
 KM0063'3.4 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KM0063'FROM THE STATION AT GRAND JUNCTION, MESA COUNTY, 975 FEET EAST OF
 KM0063'MILEPOST D-421, 60 FEET NORTH OF THE TRACK, 2 FEET HIGHER THAN THE
 KM0063'TRACK, AND IN SANDSTONE ROCK ABOUT 6 FEET ABOVE GROUND.  A STANDARD
 KM0063'DISK, STAMPED 4585.968 N 11 1926.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0285 ***********************************************************************
 JK0285  DESIGNATION -  N 110
 JK0285  PID         -  JK0285
 JK0285  STATE/COUNTY-  CO/EL PASO
 JK0285  USGS QUAD   -  CHEYENNE MOUNTAIN (1994)
 JK0285
 JK0285                         *CURRENT SURVEY CONTROL
 JK0285  ___________________________________________________________________
 JK0285* NAD 83(1986)-  38 41 14.     (N)    104 50 23.     (W)     SCALED    
 JK0285* NAVD 88     -      1925.087  (meters)    6315.89   (feet)  ADJUSTED  
 JK0285  ___________________________________________________________________
 JK0285  GEOID HEIGHT-         -17.03  (meters)                     GEOID03
 JK0285  DYNAMIC HT  -        1922.969 (meters)    6308.94  (feet)  COMP
 JK0285  MODELED GRAV-     979,459.5   (mgal)                       NAVD 88
 JK0285
 JK0285  VERT ORDER  -  SECOND    CLASS 0
 JK0285
 JK0285.The horizontal coordinates were scaled from a topographic map and have
 JK0285.an estimated accuracy of +/- 6 seconds.
 JK0285
 JK0285.The orthometric height was determined by differential leveling
 JK0285.and adjusted by the National Geodetic Survey in June 1991..
 JK0285
 JK0285.The geoid height was determined by GEOID03.
 JK0285
 JK0285.The dynamic height is computed by dividing the NAVD 88
 JK0285.geopotential number by the normal gravity value computed on the
 JK0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0285.degrees latitude (g = 980.6199 gals.).
 JK0285
 JK0285.The modeled gravity was interpolated from observed gravity values.
 JK0285
 JK0285;                    North         East    Units  Estimated Accuracy
 JK0285;SPC CO C     -   399,800.      971,850.      MT  (+/- 180 meters Scaled)
 JK0285
 JK0285                          SUPERSEDED SURVEY CONTROL
 JK0285
 JK0285  NGVD 29 (??/??/92) 1924.033  (m)         6312.43   (f) ADJ UNCH    2 0
 JK0285
 JK0285.Superseded values are not recommended for survey control.
 JK0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0285.See file dsdata.txt to determine how the superseded data were derived.
 JK0285
 JK0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC139820(NAD 83)
 JK0285_MARKER: DB = BENCH MARK DISK
 JK0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0285_STAMPING: N 110 1935
 JK0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0285+STABILITY: SURFACE MOTION
 JK0285
 JK0285  HISTORY     - Date     Condition        Report By
 JK0285  HISTORY     - 1935     MONUMENTED       CGS
 JK0285  HISTORY     - 1961     MARK NOT FOUND   USGS
 JK0285
 JK0285                          STATION DESCRIPTION
 JK0285
 JK0285'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 JK0285'12 MI S FROM COLORADO SPRINGS.
 JK0285'12.0 MILES SOUTH ALONG U.S. HIGHWAY 85 FROM THE POST OFFICE AT
 JK0285'COLORADO SPRINGS, THENCE 9.5 MILES SOUTH ALONG STATE HIGHWAY 115,
 JK0285'AT THE SOUTHWEST CORNER OF A GROUP OF TREES, ABOUT 110 YD. NORTHEAST
 JK0285'OF AN 8-FOOT CONCRETE CULVERT, 35 FEET SOUTHEAST OF THE CENTERLINE
 JK0285'OF THE HIGHWAY, AND 10 FEET SOUTHEAST OF A FENCE.  A STANDARD DISK,
 JK0285'STAMPED N 110 1935 AND SET IN THE TOP OF A CONCRETE POST.
 JK0285
 JK0285                          STATION RECOVERY (1961)
 JK0285
 JK0285'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 JK0285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0372 ***********************************************************************
 KJ0372  DESIGNATION -  N 12 RESET
 KJ0372  PID         -  KJ0372
 KJ0372  STATE/COUNTY-  CO/CHEYENNE
 KJ0372  USGS QUAD   -  EAST OF ROCK CREEK (1984)
 KJ0372
 KJ0372                         *CURRENT SURVEY CONTROL
 KJ0372  ___________________________________________________________________
 KJ0372* NAD 83(1986)-  39 00 06.     (N)    102 18 58.     (W)     SCALED    
 KJ0372* NAVD 88     -      1293.738  (meters)    4244.54   (feet)  ADJUSTED  
 KJ0372  ___________________________________________________________________
 KJ0372  GEOID HEIGHT-         -22.98  (meters)                     GEOID03
 KJ0372  DYNAMIC HT  -        1292.563 (meters)    4240.68  (feet)  COMP
 KJ0372  MODELED GRAV-     979,674.0   (mgal)                       NAVD 88
 KJ0372
 KJ0372  VERT ORDER  -  FIRST     CLASS II
 KJ0372
 KJ0372.The horizontal coordinates were scaled from a topographic map and have
 KJ0372.an estimated accuracy of +/- 6 seconds.
 KJ0372
 KJ0372.The orthometric height was determined by differential leveling
 KJ0372.and adjusted by the National Geodetic Survey in June 1991..
 KJ0372
 KJ0372.The geoid height was determined by GEOID03.
 KJ0372
 KJ0372.The dynamic height is computed by dividing the NAVD 88
 KJ0372.geopotential number by the normal gravity value computed on the
 KJ0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0372.degrees latitude (g = 980.6199 gals.).
 KJ0372
 KJ0372.The modeled gravity was interpolated from observed gravity values.
 KJ0372
 KJ0372;                    North         East    Units  Estimated Accuracy
 KJ0372;SPC CO C     -   439,330.    1,190,130.      MT  (+/- 180 meters Scaled)
 KJ0372
 KJ0372                          SUPERSEDED SURVEY CONTROL
 KJ0372
 KJ0372  NGVD 29 (??/??/92) 1293.214  (m)         4242.82   (f) ADJ UNCH    1 2
 KJ0372
 KJ0372.Superseded values are not recommended for survey control.
 KJ0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0372.See file dsdata.txt to determine how the superseded data were derived.
 KJ0372
 KJ0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD324203(NAD 83)
 KJ0372_MARKER: DB = BENCH MARK DISK
 KJ0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0372_STAMPING: 4242.308 N 12 1926 RESET
 KJ0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0372+STABILITY: SURFACE MOTION
 KJ0372
 KJ0372  HISTORY     - Date     Condition        Report By
 KJ0372  HISTORY     - 1939     MONUMENTED       LOCSUR
 KJ0372  HISTORY     - 1969     MARK NOT FOUND   NGS
 KJ0372
 KJ0372                          STATION DESCRIPTION
 KJ0372
 KJ0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 KJ0372'14.4 MI N FROM CHEYENNE WELLS.
 KJ0372'14.4 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE COUNTY COURTHOUSE
 KJ0372'AT CHEYENNE WELLS, AT THE SOUTHEAST CORNER OF SECTION 15, T 12 S,
 KJ0372'R 14 W, 63 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF A
 KJ0372'NORTH-AND-SOUTH SECTION-LINE ROAD, 66 FEET NORTH OF THE CENTERLINE
 KJ0372'OF THE HIGHWAY, 27 FEET WEST OF THE CENTERLINE OF THE ROAD, 5.6
 KJ0372'FEET NORTH OF A FENCE CORNER, 1.6 FEET EAST OF THE FENCE, 3 FEET
 KJ0372'NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE HIGHWAY.
 KJ0372'A STANDARD DISK, STAMPED 4242.308 N 12 1926 RESET AND SET IN THE
 KJ0372'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 MP0323 ***********************************************************************
 MP0323  DESIGNATION -  N 131
 MP0323  PID         -  MP0323
 MP0323  STATE/COUNTY-  CO/ARCHULETA
 MP0323  USGS QUAD   -  COTTONWOOD RIM (1983)
 MP0323
 MP0323                         *CURRENT SURVEY CONTROL
 MP0323  ___________________________________________________________________
 MP0323* NAD 83(1986)-  41 00 15.     (N)    107 13 23.     (W)     SCALED    
 MP0323* NAVD 88     -      2052.061  (meters)    6732.47   (feet)  ADJUSTED  
 MP0323  ___________________________________________________________________
 MP0323  GEOID HEIGHT-         -12.44  (meters)                     GEOID03
 MP0323  DYNAMIC HT  -        2050.162 (meters)    6726.24  (feet)  COMP
 MP0323  MODELED GRAV-     979,625.4   (mgal)                       NAVD 88
 MP0323
 MP0323  VERT ORDER  -  SECOND    CLASS 0
 MP0323
 MP0323.The horizontal coordinates were scaled from a topographic map and have
 MP0323.an estimated accuracy of +/- 6 seconds.
 MP0323
 MP0323.The orthometric height was determined by differential leveling
 MP0323.and adjusted by the National Geodetic Survey in June 1991..
 MP0323
 MP0323.The geoid height was determined by GEOID03.
 MP0323
 MP0323.The dynamic height is computed by dividing the NAVD 88
 MP0323.geopotential number by the normal gravity value computed on the
 MP0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MP0323.degrees latitude (g = 980.6199 gals.).
 MP0323
 MP0323.The modeled gravity was interpolated from observed gravity values.
 MP0323
 MP0323;                    North         East    Units  Estimated Accuracy
 MP0323;SPC CO S     -   787,820.      769,230.      MT  (+/- 180 meters Scaled)
 MP0323
 MP0323                          SUPERSEDED SURVEY CONTROL
 MP0323
 MP0323  NGVD 29 (??/??/92) 2050.837  (m)         6728.45   (f) ADJ UNCH    2 0
 MP0323
 MP0323.Superseded values are not recommended for survey control.
 MP0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MP0323.See file dsdata.txt to determine how the superseded data were derived.
 MP0323
 MP0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF130416(NAD 83)
 MP0323_MARKER: DB = BENCH MARK DISK
 MP0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MP0323_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MP0323_STAMPING: N 131 1934
 MP0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MP0323+STABILITY: SURFACE MOTION
 MP0323
 MP0323  HISTORY     - Date     Condition        Report By
 MP0323  HISTORY     - 1934     MONUMENTED       CGS
 MP0323
 MP0323                          STATION DESCRIPTION
 MP0323
 MP0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 MP0323'1.2 MI E FROM BATTLE CREEK.
 MP0323'1.2 MILES EAST ALONG STATE HIGHWAY 129 FROM BATTLE CREEK, ROUTT
 MP0323'COUNTY, 9.3 FEET EAST OF THE CENTER OF A BRIDGE OVER A WATERCOURSE, ON
 MP0323'THE PROJECTED CENTERLINE OF A TRAIL LEADING NORTH AROUND THE WEST EDGE
 MP0323'OF A HILL, AND 51 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY. A
 MP0323'STANDARD DISK, STAMPED N 131 1934 AND SET IN THE TOP OF A CONCRETE
 MP0323'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0326 ***********************************************************************
 LM0326  DESIGNATION -  N 132
 LM0326  PID         -  LM0326
 LM0326  STATE/COUNTY-  CO/ROUTT
 LM0326  USGS QUAD   -  MAD CREEK (1962)
 LM0326
 LM0326                         *CURRENT SURVEY CONTROL
 LM0326  ___________________________________________________________________
 LM0326* NAD 83(1986)-  40 35 15.     (N)    106 54 12.     (W)     SCALED    
 LM0326* NAVD 88     -      2067.325  (meters)    6782.55   (feet)  ADJUSTED  
 LM0326  ___________________________________________________________________
 LM0326  GEOID HEIGHT-         -12.55  (meters)                     GEOID03
 LM0326  DYNAMIC HT  -        2065.309 (meters)    6775.93  (feet)  COMP
 LM0326  MODELED GRAV-     979,575.7   (mgal)                       NAVD 88
 LM0326
 LM0326  VERT ORDER  -  SECOND    CLASS 0
 LM0326
 LM0326.The horizontal coordinates were scaled from a topographic map and have
 LM0326.an estimated accuracy of +/- 6 seconds.
 LM0326
 LM0326.The orthometric height was determined by differential leveling
 LM0326.and adjusted by the National Geodetic Survey in June 1991..
 LM0326
 LM0326.The geoid height was determined by GEOID03.
 LM0326
 LM0326.The dynamic height is computed by dividing the NAVD 88
 LM0326.geopotential number by the normal gravity value computed on the
 LM0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0326.degrees latitude (g = 980.6199 gals.).
 LM0326
 LM0326.The modeled gravity was interpolated from observed gravity values.
 LM0326
 LM0326;                    North         East    Units  Estimated Accuracy
 LM0326;SPC CO N     -   444,990.      795,610.      MT  (+/- 180 meters Scaled)
 LM0326
 LM0326                          SUPERSEDED SURVEY CONTROL
 LM0326
 LM0326  NGVD 29 (??/??/92) 2066.066  (m)         6778.42   (f) ADJ UNCH    2 0
 LM0326
 LM0326.Superseded values are not recommended for survey control.
 LM0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0326.See file dsdata.txt to determine how the superseded data were derived.
 LM0326
 LM0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE389947(NAD 83)
 LM0326_MARKER: DB = BENCH MARK DISK
 LM0326_SETTING: 80 = SET IN A BOULDER
 LM0326_SP_SET: BOULDER
 LM0326_STAMPING: N 132 1934
 LM0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0326+STABILITY: SURFACE MOTION
 LM0326
 LM0326  HISTORY     - Date     Condition        Report By
 LM0326  HISTORY     - 1934     MONUMENTED       CGS
 LM0326  HISTORY     - 1959     MARK NOT FOUND   NGS
 LM0326
 LM0326                          STATION DESCRIPTION
 LM0326
 LM0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 LM0326'8.5 MI N FROM STEAMBOZT SPRINGS.
 LM0326'8.5 MILES NORTH ALONG STATE HIGHWAY 129 FROM THE COUNTY COURTHOUSE AT
 LM0326'STEAMBOAT SPRINGS, ROUTT COUNTY, 800 FEET WEST OF A BRIDGE OVER BIG
 LM0326'CREEK, 305 FEET EAST OF A ROAD LEADING SOUTH TO THE BELTON RANCH
 LM0326'HOUSE, 55 FEET SOUTH OF A LARGE BOULDER, AND 34 FEET SOUTH OF THE
 LM0326'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED N 132 1934 AND
 LM0326'SET IN THE TOP OF A CONCRETE POST.  NOTE-- ROADS AT THIS POINT HAS
 LM0326'BEEN RELOCATED.  FROM ALL INDICATIONS THIS BENCH MARK HAS BEEN
 LM0326'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0127 ***********************************************************************
 LM0127  DESIGNATION -  N 133
 LM0127  PID         -  LM0127
 LM0127  STATE/COUNTY-  CO/GRAND
 LM0127  USGS QUAD   -  CABIN CREEK (1980)
 LM0127
 LM0127                         *CURRENT SURVEY CONTROL
 LM0127  ___________________________________________________________________
 LM0127* NAD 83(1986)-  40 13 53.     (N)    106 03 36.     (W)     SCALED    
 LM0127* NAVD 88     -      2590.867  (meters)    8500.20   (feet)  ADJUSTED  
 LM0127  ___________________________________________________________________
 LM0127  GEOID HEIGHT-         -12.27  (meters)                     GEOID03
 LM0127  DYNAMIC HT  -        2587.940 (meters)    8490.60  (feet)  COMP
 LM0127  MODELED GRAV-     979,402.2   (mgal)                       NAVD 88
 LM0127
 LM0127  VERT ORDER  -  FIRST     CLASS II
 LM0127
 LM0127.The horizontal coordinates were scaled from a topographic map and have
 LM0127.an estimated accuracy of +/- 6 seconds.
 LM0127
 LM0127.The orthometric height was determined by differential leveling
 LM0127.and adjusted by the National Geodetic Survey in June 1991..
 LM0127
 LM0127.The geoid height was determined by GEOID03.
 LM0127
 LM0127.The dynamic height is computed by dividing the NAVD 88
 LM0127.geopotential number by the normal gravity value computed on the
 LM0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0127.degrees latitude (g = 980.6199 gals.).
 LM0127
 LM0127.The modeled gravity was interpolated from observed gravity values.
 LM0127
 LM0127;                    North         East    Units  Estimated Accuracy
 LM0127;SPC CO N     -   404,660.      866,750.      MT  (+/- 180 meters Scaled)
 LM0127
 LM0127                          SUPERSEDED SURVEY CONTROL
 LM0127
 LM0127  NGVD 29 (??/??/92) 2589.403  (m)         8495.40   (f) ADJ UNCH    1 2
 LM0127
 LM0127.Superseded values are not recommended for survey control.
 LM0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0127.See file dsdata.txt to determine how the superseded data were derived.
 LM0127
 LM0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE098539(NAD 83)
 LM0127_MARKER: DB = BENCH MARK DISK
 LM0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0127_STAMPING: N 133 1934
 LM0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0127+STABILITY: SURFACE MOTION
 LM0127
 LM0127  HISTORY     - Date     Condition        Report By
 LM0127  HISTORY     - 1934     MONUMENTED       CGS
 LM0127  HISTORY     - 1954     GOOD             NGS
 LM0127
 LM0127                          STATION DESCRIPTION
 LM0127
 LM0127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LM0127'13.95 MI N FROM GRANBY.
 LM0127'3.3 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT GRANBY,
 LM0127'THENCE 10.65 MILES NORTH ALONG STATE HIGHWAY 125, 83 FEET SOUTHWEST OF
 LM0127'THE CENTER LINE OF THE HIGHWAY, 39 FEET NORTHWEST OF THE CENTER LINE
 LM0127'OF A DIRT ROAD LEADING TO A CREEK, 144 FEET NORTHEAST OF THE BANK OF A
 LM0127'CREEK, 1.8 FEET SOUTHEAST OF A WITNESS POST, SET IN THE TOP OF A
 LM0127'CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0900 ***********************************************************************
 LL0900  DESIGNATION -  N 134
 LL0900  PID         -  LL0900
 LL0900  STATE/COUNTY-  CO/LARIMER
 LL0900  USGS QUAD   -  CHAMBERS LAKE (1977)
 LL0900
 LL0900                         *CURRENT SURVEY CONTROL
 LL0900  ___________________________________________________________________
 LL0900* NAD 83(1986)-  40 35 18.     (N)    105 51 04.     (W)     SCALED    
 LL0900* NAVD 88     -      2856.586  (meters)    9371.98   (feet)  ADJUSTED  
 LL0900  ___________________________________________________________________
 LL0900  GEOID HEIGHT-         -11.21  (meters)                     GEOID03
 LL0900  DYNAMIC HT  -        2853.435 (meters)    9361.64  (feet)  COMP
 LL0900  MODELED GRAV-     979,416.9   (mgal)                       NAVD 88
 LL0900
 LL0900  VERT ORDER  -  SECOND    CLASS 0
 LL0900
 LL0900.The horizontal coordinates were scaled from a topographic map and have
 LL0900.an estimated accuracy of +/- 6 seconds.
 LL0900
 LL0900.The orthometric height was determined by differential leveling
 LL0900.and adjusted by the National Geodetic Survey in June 1991..
 LL0900
 LL0900.The geoid height was determined by GEOID03.
 LL0900
 LL0900.The dynamic height is computed by dividing the NAVD 88
 LL0900.geopotential number by the normal gravity value computed on the
 LL0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0900.degrees latitude (g = 980.6199 gals.).
 LL0900
 LL0900.The modeled gravity was interpolated from observed gravity values.
 LL0900
 LL0900;                    North         East    Units  Estimated Accuracy
 LL0900;SPC CO N     -   444,210.      884,680.      MT  (+/- 180 meters Scaled)
 LL0900
 LL0900                          SUPERSEDED SURVEY CONTROL
 LL0900
 LL0900  NGVD 29 (??/??/92) 2855.134  (m)         9367.22   (f) ADJ UNCH    2 0
 LL0900
 LL0900.Superseded values are not recommended for survey control.
 LL0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0900.See file dsdata.txt to determine how the superseded data were derived.
 LL0900
 LL0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE279934(NAD 83)
 LL0900_MARKER: DB = BENCH MARK DISK
 LL0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0900_STAMPING: N 134 1934
 LL0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0900+STABILITY: SURFACE MOTION
 LL0900
 LL0900  HISTORY     - Date     Condition        Report By
 LL0900  HISTORY     - 1934     MONUMENTED       CGS
 LL0900
 LL0900                          STATION DESCRIPTION
 LL0900
 LL0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0900'2.1 MI S FROM CHAMBERS LAKE.
 LL0900'2.1 MILES SOUTH OF, ALONG HIGHWAY 14 ABOUT 0.4 MILE EAST OF CAMP
 LL0900'GROUNDS, 550 FEET WEST OF SWITCHBACK, 160 FEET SOUTH OF ABRUPT CURVE
 LL0900'IN ROAD, 75 FEET WEST OF LARGEST BOULDER IN ROCK OUTCROP SOUTH OF
 LL0900'ROAD, 31 FEET SOUTH OF CENTERLINE OF ROAD, IN THE TOP OF BOULDER
 LL0900'8 X 12 X 3 FEET, BRONZE TABLET CEMENTED IN THE TOP OF BOULDER AND ON
 LL0900'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0453 ***********************************************************************
 LL0453  DESIGNATION -  N 135
 LL0453  PID         -  LL0453
 LL0453  STATE/COUNTY-  CO/LARIMER
 LL0453  USGS QUAD   -  POUDRE PARK (1962)
 LL0453
 LL0453                         *CURRENT SURVEY CONTROL
 LL0453  ___________________________________________________________________
 LL0453* NAD 83(1986)-  40 41 39.     (N)    105 19 46.     (W)     SCALED    
 LL0453* NAVD 88     -      1752.809  (meters)    5750.67   (feet)  ADJUSTED  
 LL0453  ___________________________________________________________________
 LL0453  GEOID HEIGHT-         -13.62  (meters)                     GEOID03
 LL0453  DYNAMIC HT  -        1751.269 (meters)    5745.62  (feet)  COMP
 LL0453  MODELED GRAV-     979,684.3   (mgal)                       NAVD 88
 LL0453
 LL0453  VERT ORDER  -  SECOND    CLASS 0
 LL0453
 LL0453.The horizontal coordinates were scaled from a topographic map and have
 LL0453.an estimated accuracy of +/- 6 seconds.
 LL0453
 LL0453.The orthometric height was determined by differential leveling
 LL0453.and adjusted by the National Geodetic Survey in June 1991..
 LL0453
 LL0453.The geoid height was determined by GEOID03.
 LL0453
 LL0453.The dynamic height is computed by dividing the NAVD 88
 LL0453.geopotential number by the normal gravity value computed on the
 LL0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0453.degrees latitude (g = 980.6199 gals.).
 LL0453
 LL0453.The modeled gravity was interpolated from observed gravity values.
 LL0453
 LL0453;                    North         East    Units  Estimated Accuracy
 LL0453;SPC CO N     -   455,910.      928,820.      MT  (+/- 180 meters Scaled)
 LL0453
 LL0453                          SUPERSEDED SURVEY CONTROL
 LL0453
 LL0453  NGVD 29 (??/??/92) 1751.780  (m)         5747.30   (f) ADJ UNCH    2 0
 LL0453
 LL0453.Superseded values are not recommended for survey control.
 LL0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0453.See file dsdata.txt to determine how the superseded data were derived.
 LL0453
 LL0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF721048(NAD 83)
 LL0453_MARKER: DB = BENCH MARK DISK
 LL0453_SETTING: 80 = SET IN A BOULDER
 LL0453_STAMPING: N 135 1934
 LL0453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0453+STABILITY: SURFACE MOTION
 LL0453
 LL0453  HISTORY     - Date     Condition        Report By
 LL0453  HISTORY     - 1934     MONUMENTED       CGS
 LL0453  HISTORY     - 1959     MARK NOT FOUND   USGS
 LL0453
 LL0453                          STATION DESCRIPTION
 LL0453
 LL0453'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0453'11.5 MI W FROM TEDS PLACE.
 LL0453'11.5 MILES W OF TEDS PLACE ALONG HWY 14 FROM JCT. OF HWY. 285 AND
 LL0453'14, 200 FEET WEST OF GRAVEL PIT, 150 FEET SOUTHEAST OF CACHE LA
 LL0453'POUDRE RIVER, IN THE EAST END OF ROCKY OUTCROP, 90 FEET WEST OF
 LL0453'TOILET, 30 FEET NORTHWEST OF CENTERLINE OF HIGHWAY AND 5 FEET
 LL0453'ABOVE LEVEL OF HIGHWAY, BRONZE TABLET SET HORIZONTALLY IN TOP OF
 LL0453'EAST EDGE OF GRANITE BOULDER 5 X 5 X 3.
 LL0453
 LL0453                          STATION RECOVERY (1959)
 LL0453
 LL0453'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LL0453'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0261 ***********************************************************************
 LL0261  DESIGNATION -  N 136
 LL0261  PID         -  LL0261
 LL0261  STATE/COUNTY-  CO/WELD
 LL0261  USGS QUAD   -  WINDSOR (1969)
 LL0261
 LL0261                         *CURRENT SURVEY CONTROL
 LL0261  ___________________________________________________________________
 LL0261* NAD 83(1986)-  40 28 51.     (N)    104 54 10.     (W)     SCALED    
 LL0261* NAVD 88     -      1463.081  (meters)    4800.12   (feet)  ADJUSTED  
 LL0261  ___________________________________________________________________
 LL0261  GEOID HEIGHT-         -17.22  (meters)                     GEOID03
 LL0261  DYNAMIC HT  -        1461.836 (meters)    4796.04  (feet)  COMP
 LL0261  MODELED GRAV-     979,723.5   (mgal)                       NAVD 88
 LL0261
 LL0261  VERT ORDER  -  SECOND    CLASS 0
 LL0261
 LL0261.The horizontal coordinates were scaled from a topographic map and have
 LL0261.an estimated accuracy of +/- 6 seconds.
 LL0261
 LL0261.The orthometric height was determined by differential leveling
 LL0261.and adjusted by the National Geodetic Survey in June 1991..
 LL0261
 LL0261.The geoid height was determined by GEOID03.
 LL0261
 LL0261.The dynamic height is computed by dividing the NAVD 88
 LL0261.geopotential number by the normal gravity value computed on the
 LL0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0261.degrees latitude (g = 980.6199 gals.).
 LL0261
 LL0261.The modeled gravity was interpolated from observed gravity values.
 LL0261
 LL0261;                    North         East    Units  Estimated Accuracy
 LL0261;SPC CO N     -   432,380.      965,040.      MT  (+/- 180 meters Scaled)
 LL0261
 LL0261                          SUPERSEDED SURVEY CONTROL
 LL0261
 LL0261  NGVD 29 (??/??/92) 1462.150  (m)         4797.07   (f) ADJ UNCH    2 0
 LL0261
 LL0261.Superseded values are not recommended for survey control.
 LL0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0261.See file dsdata.txt to determine how the superseded data were derived.
 LL0261
 LL0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE082811(NAD 83)
 LL0261_MARKER: DB = BENCH MARK DISK
 LL0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0261_STAMPING: N 136 1934
 LL0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0261+STABILITY: SURFACE MOTION
 LL0261
 LL0261  HISTORY     - Date     Condition        Report By
 LL0261  HISTORY     - 1934     MONUMENTED       CGS
 LL0261  HISTORY     - 1966     GOOD             NGS
 LL0261
 LL0261                          STATION DESCRIPTION
 LL0261
 LL0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0261'AT WINDSOR.
 LL0261'AT WINDSOR, 18 FEET EAST OF NORTHEAST CORNER OF THE COLORADO AND
 LL0261'SOUTHERN DEPOT, 120 FEET NORTH OF THE MOST NORTHERNLY POINT OF
 LL0261'WINDSOR MERCANTILE CO. STORE, 12 FEET EAST OF THE PROJECTED LINE OF
 LL0261'WEST SIDE OF THE WINDSOR MERC. CO. STORE, 20 FEET SOUTH OF CENTERLINE
 LL0261'OF MAIN LINE OF R.R. TRACK.
 LL0261
 LL0261                          STATION RECOVERY (1966)
 LL0261
 LL0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 LL0261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0550 ***********************************************************************
 LL0550  DESIGNATION -  N 137
 LL0550  PID         -  LL0550
 LL0550  STATE/COUNTY-  CO/LARIMER
 LL0550  USGS QUAD   -  VIRGINIA DALE (1967)
 LL0550
 LL0550                         *CURRENT SURVEY CONTROL
 LL0550  ___________________________________________________________________
 LL0550* NAD 83(1986)-  40 56 33.     (N)    105 20 36.     (W)     SCALED    
 LL0550* NAVD 88     -      2086.958  (meters)    6846.96   (feet)  ADJUSTED  
 LL0550  ___________________________________________________________________
 LL0550  GEOID HEIGHT-         -13.05  (meters)                     GEOID03
 LL0550  DYNAMIC HT  -        2085.048 (meters)    6840.69  (feet)  COMP
 LL0550  MODELED GRAV-     979,634.2   (mgal)                       NAVD 88
 LL0550
 LL0550  VERT ORDER  -  SECOND    CLASS 0
 LL0550
 LL0550.The horizontal coordinates were scaled from a topographic map and have
 LL0550.an estimated accuracy of +/- 6 seconds.
 LL0550
 LL0550.The orthometric height was determined by differential leveling
 LL0550.and adjusted by the National Geodetic Survey in June 1991..
 LL0550
 LL0550.The geoid height was determined by GEOID03.
 LL0550
 LL0550.The dynamic height is computed by dividing the NAVD 88
 LL0550.geopotential number by the normal gravity value computed on the
 LL0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0550.degrees latitude (g = 980.6199 gals.).
 LL0550
 LL0550.The modeled gravity was interpolated from observed gravity values.
 LL0550
 LL0550;                    North         East    Units  Estimated Accuracy
 LL0550;SPC CO N     -   483,490.      927,600.      MT  (+/- 180 meters Scaled)
 LL0550
 LL0550                          SUPERSEDED SURVEY CONTROL
 LL0550
 LL0550  NGVD 29 (??/??/92) 2085.838  (m)         6843.29   (f) ADJ UNCH    2 0
 LL0550
 LL0550.Superseded values are not recommended for survey control.
 LL0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0550.See file dsdata.txt to determine how the superseded data were derived.
 LL0550
 LL0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF711324(NAD 83)
 LL0550_MARKER: DB = BENCH MARK DISK
 LL0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0550_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0550_STAMPING: N 137 1934
 LL0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0550+STABILITY: SURFACE MOTION
 LL0550
 LL0550  HISTORY     - Date     Condition        Report By
 LL0550  HISTORY     - 1934     MONUMENTED       CGS
 LL0550
 LL0550                          STATION DESCRIPTION
 LL0550
 LL0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0550'0.9 MI S FROM VIRGINIA DALE.
 LL0550'0.9 MILE SOUTH ALONG U.S. HIGHWAY 287 FROM THE POST OFFICE
 LL0550'AT VIRGINIA DALE, LARIMER COUNTY, 0.4 MILE NORTH OF DEAD MAN
 LL0550'CREEK, 120 FEET SOUTHWEST OF THE CENTER OF A BRIDGE OVER A
 LL0550'WATERCOURSE, 105 FEET NORTH OF THE CENTERLINE OF THE OLD
 LL0550'HIGHWAY, 100 FEET SOUTH OF THE CENTERLINE OF THE PRESENT HIGHWAY,
 LL0550'IN THE TOP OF A GRANITE OUTCROP, 85 FEET EAST OF THE APEX, AT THE
 LL0550'NORTHEAST CORNER OF THE BOTTOM LEDGE, AND LEVEL WITH THE HIGHWAY.
 LL0550'A STANDARD DISK, STAMPED N 137 1934 AND SET IN THE TOP OF A
 LL0550'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0187 ***********************************************************************
 LM0187  DESIGNATION -  N 138
 LM0187  PID         -  LM0187
 LM0187  STATE/COUNTY-  CO/GRAND
 LM0187  USGS QUAD   -  JUNCTION BUTTE (1980)
 LM0187
 LM0187                         *CURRENT SURVEY CONTROL
 LM0187  ___________________________________________________________________
 LM0187* NAD 83(1986)-  40 03 00.     (N)    106 22 14.     (W)     SCALED    
 LM0187* NAVD 88     -      2236.049  (meters)    7336.10   (feet)  ADJUSTED  
 LM0187  ___________________________________________________________________
 LM0187  GEOID HEIGHT-         -12.78  (meters)                     GEOID03
 LM0187  DYNAMIC HT  -        2233.657 (meters)    7328.26  (feet)  COMP
 LM0187  MODELED GRAV-     979,476.0   (mgal)                       NAVD 88
 LM0187
 LM0187  VERT ORDER  -  SECOND    CLASS 0
 LM0187
 LM0187.The horizontal coordinates were scaled from a topographic map and have
 LM0187.an estimated accuracy of +/- 6 seconds.
 LM0187
 LM0187.The orthometric height was determined by differential leveling
 LM0187.and adjusted by the National Geodetic Survey in June 1991..
 LM0187
 LM0187.The geoid height was determined by GEOID03.
 LM0187
 LM0187.The dynamic height is computed by dividing the NAVD 88
 LM0187.geopotential number by the normal gravity value computed on the
 LM0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0187.degrees latitude (g = 980.6199 gals.).
 LM0187
 LM0187.The modeled gravity was interpolated from observed gravity values.
 LM0187
 LM0187;                    North         East    Units  Estimated Accuracy
 LM0187;SPC CO N     -   384,740.      840,120.      MT  (+/- 180 meters Scaled)
 LM0187
 LM0187                          SUPERSEDED SURVEY CONTROL
 LM0187
 LM0187  NGVD 29 (??/??/92) 2234.731  (m)         7331.78   (f) ADJ UNCH    2 0
 LM0187
 LM0187.Superseded values are not recommended for survey control.
 LM0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0187.See file dsdata.txt to determine how the superseded data were derived.
 LM0187
 LM0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE830342(NAD 83)
 LM0187_MARKER: DB = BENCH MARK DISK
 LM0187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0187_SP_SET: CONCRETE POST
 LM0187_STAMPING: N 138 1934
 LM0187_MARK LOGO: CGS   
 LM0187_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LM0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0187+STABILITY: SURFACE MOTION
 LM0187
 LM0187  HISTORY     - Date     Condition        Report By
 LM0187  HISTORY     - 1934     MONUMENTED       CGS
 LM0187  HISTORY     - 1951     GOOD             NGS
 LM0187  HISTORY     - 19870101 GOOD             LOCSUR
 LM0187
 LM0187                          STATION DESCRIPTION
 LM0187
 LM0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 LM0187'1.3 MI E FROM KREMMLING.
 LM0187'1.3 MILES EAST ALONG THE DENVER AND RIO GRAND WESTERN RAILROAD FROM
 LM0187'THE STATION AT KREMMLING, 167 FEET EAST OF THE NORTHEAST WINGWALL OF
 LM0187'THE OVERPASS ON STATE HIGHWAYS 9 AND 11, 86 FEET NORTH OF THE NORTH
 LM0187'RAIL, 84 FEET EAST OF A FENCE CORNER, 13 FEET SOUTHEAST OF A TELEPHONE
 LM0187'POLE, 1 FOOT SOUTH OF A FENCE, SET IN THE TOP OF A CONCRETE POST WHICH
 LM0187'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 LM0187
 LM0187                          STATION RECOVERY (1987)
 LM0187
 LM0187'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987
 LM0187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0971 ***********************************************************************
 KK0971  DESIGNATION -  N 139
 KK0971  PID         -  KK0971
 KK0971  STATE/COUNTY-  CO/GRAND
 KK0971  USGS QUAD   -  FRASER (1957)
 KK0971
 KK0971                         *CURRENT SURVEY CONTROL
 KK0971  ___________________________________________________________________
 KK0971* NAD 83(1992)-  39 58 20.53427(N)    105 49 32.74095(W)     ADJUSTED  
 KK0971* NAVD 88     -      2572.039  (meters)    8438.43   (feet)  ADJUSTED  
 KK0971  ___________________________________________________________________
 KK0971  X           -  -1,335,376.820 (meters)                     COMP
 KK0971  Y           -  -4,711,035.732 (meters)                     COMP
 KK0971  Z           -   4,077,279.377 (meters)                     COMP
 KK0971  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 KK0971  ELLIP HEIGHT-        2559.64  (meters)          (12/03/02) GPS OBS
 KK0971  GEOID HEIGHT-         -12.44  (meters)                     GEOID03
 KK0971  DYNAMIC HT  -        2569.124 (meters)    8428.87  (feet)  COMP
 KK0971  MODELED GRAV-     979,399.5   (mgal)                       NAVD 88
 KK0971
 KK0971  HORZ ORDER  -  FIRST
 KK0971  VERT ORDER  -  FIRST     CLASS II
 KK0971  ELLP ORDER  -  FOURTH    CLASS II
 KK0971
 KK0971.The horizontal coordinates were established by GPS observations
 KK0971.and adjusted by the National Geodetic Survey in May 2000..
 KK0971
 KK0971.The orthometric height was determined by differential leveling
 KK0971.and adjusted by the National Geodetic Survey in June 1991..
 KK0971
 KK0971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK0971
 KK0971.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK0971
 KK0971.The ellipsoidal height was determined by GPS observations
 KK0971.and is referenced to NAD 83.
 KK0971
 KK0971.The geoid height was determined by GEOID03.
 KK0971
 KK0971.The dynamic height is computed by dividing the NAVD 88
 KK0971.geopotential number by the normal gravity value computed on the
 KK0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0971.degrees latitude (g = 980.6199 gals.).
 KK0971
 KK0971.The modeled gravity was interpolated from observed gravity values.
 KK0971
 KK0971;                    North         East     Units Scale Factor Converg.
 KK0971;SPC CO N     -   375,803.878   886,573.537   MT  0.99996858   -0 12 37.7
 KK0971;SPC CO N     - 1,232,949.89  2,908,700.01   sFT  0.99996858   -0 12 37.7
 KK0971;UTM  13      - 4,425,017.090   429,484.425   MT  0.99966121   -0 31 49.8
 KK0971
 KK0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK0971!SPC CO N     -   0.99959861  x   0.99996858  =   0.99956720
 KK0971!UTM  13      -   0.99959861  x   0.99966121  =   0.99925995
 KK0971
 KK0971|---------------------------------------------------------------------|
 KK0971| PID    Reference Object                     Distance      Geod. Az  |
 KK0971|                                                           dddmmss.s |
 KK0971| KK0973 N 139 RM 1                            8.713 METERS 16421     |
 KK0971| KK0972 N 139 RM 2                           17.195 METERS 22328     |
 KK0971| AA3631 N 139 AZ MK 2                                      3450055.1 |
 KK0971| KK0969 N 139 AZ MK                                        3450050.0 |
 KK0971|---------------------------------------------------------------------|
 KK0971
 KK0971                          SUPERSEDED SURVEY CONTROL
 KK0971
 KK0971  ELLIP H (05/02/00) 2559.72   (m)                       GP(       ) 4 1
 KK0971  NAD 83(1992)-  39 58 20.53310(N)    105 49 32.73901(W) AD(       ) 2
 KK0971  NAD 83(1986)-  39 58 20.52477(N)    105 49 32.73410(W) AD(       ) 2
 KK0971  NAD 27      -  39 58 20.57100(N)    105 49 30.70100(W) AD(       ) 2
 KK0971  NAVD 88 (05/02/00) 2572.04   (m)         8438.4    (f) LEVELING    3  
 KK0971  NGVD 29 (??/??/92) 2570.621  (m)         8433.78   (f) ADJ UNCH    1 2
 KK0971
 KK0971.Superseded values are not recommended for survey control.
 KK0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0971.See file dsdata.txt to determine how the superseded data were derived.
 KK0971
 KK0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE2948425017(NAD 83)
 KK0971_MARKER: DB = BENCH MARK DISK
 KK0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0971_STAMPING: N 139 1934
 KK0971_MARK LOGO: CGS   
 KK0971_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0971+STABILITY: SURFACE MOTION
 KK0971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK0971+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2000
 KK0971
 KK0971  HISTORY     - Date     Condition        Report By
 KK0971  HISTORY     - 1951     MONUMENTED       CGS
 KK0971  HISTORY     - 1954     GOOD             CGS
 KK0971  HISTORY     - 1954     GOOD             NGS
 KK0971  HISTORY     - 1955     GOOD             USGS
 KK0971  HISTORY     - 1975     GOOD             NGS
 KK0971  HISTORY     - 20000113 GOOD             SLSS
 KK0971
 KK0971                          STATION DESCRIPTION
 KK0971
 KK0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (WRH)
 KK0971'THE STATION IS LOCATED ALONG THE EAST RIGHT-OF-WAY OF THE
 KK0971'DENVER SALT LAKE RAILROAD AND BETWEEN THE RAILROAD AND U.S.
 KK0971'HIGHWAY 40.  IT IS 2.4 MILES BY ROAD NORTH OF FRASER, AND
 KK0971'ABOUT 10 MILES AIRLINE SOUTHEAST OF GRANBY.
 KK0971'
 KK0971'THE STATION IS 51 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY
 KK0971'40, 98 FEET EAST OF THE CENTER LINE OF THE RAILROAD TRACKS,
 KK0971'AND 3 FEET SOUTH OF A WHITE WITNESS POST.  IT IS A STANDARD
 KK0971'BENCH MARK DISK SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 KK0971'POST THAT PROJECTS 4 INCHES.  THE DISK IS STAMPED--N 139 1934.
 KK0971'
 KK0971'REFERENCE MARK NUMBER ONE IS 2 FEET WEST OF A WIRE FENCE AND
 KK0971'ABOUT THE SAME ELEVATION AS THE STATION.  IT IS A STANDARD
 KK0971'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT
 KK0971'PROJECTS 3 INCHES.  THE DISK IS STAMPED--BM N 139 NO 1 1951.
 KK0971'
 KK0971'REFERENCE MARK NUMBER TWO IS 45 FEET EAST OF THE CENTER LINE OF
 KK0971'THE RAILROAD TRACKS AND ABOUT 1 FOOT LOWER THAN THE STATION.
 KK0971'IT IS A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE
 KK0971'CONCRETE POST THAT PROJECTS 4 INCHES.  THE DISK IS STAMPED--BM
 KK0971'N 139 NO 2 1951.
 KK0971'
 KK0971'THE AZIMUTH MARK IS LOCATED IN THE SOUTHEAST ABUTMENT OF THE
 KK0971'HIGHWAY OVERPASS, WHERE U.S. HIGHWAY 40 CROSSES OVER THE DENVER
 KK0971'SALT LAKE RAILROAD, 15 FEET SOUTH OF THE CENTER LINE OF
 KK0971'U.S. HIGHWAY 40.  IT IS A STANDARD DISK SET IN A DRILL HOLE
 KK0971'IN THE CONCRETE ABUTMENT AND IS ABOUT 1 FOOT LOWER THAN THE
 KK0971'HIGHWAY.  THE DISK IS STAMPED--BM N 139 1951.  TO REACH THE
 KK0971'MARK FROM THE STATION GO NORTH-NORTHWEST ON U.S. HIGHWAY
 KK0971'40 FOR 1.3 MILES TO THE EAST END OF THE HIGHWAY OVERPASS
 KK0971'AND THE MARK ON THE LEFT.
 KK0971'
 KK0971'TO REACH THE STATION FROM THE POST OFFICE IN FRASER GO NORTH
 KK0971'ON U.S. HIGHWAY 40 FOR 2.4 MILES TO THE STATION ON THE LEFT.
 KK0971'
 KK0971'HEIGHT OF LIGHT ABOVE STATION MARK 1.33 METERS.
 KK0971
 KK0971                          STATION RECOVERY (1954)
 KK0971
 KK0971'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 KK0971'2.0 MILES NORTH ALONG THE DENVER AND SALT LAKE RAILROAD
 KK0971'FROM THE STATION AT FRASER, 51 FEET SOUTHWEST OF THE CENTER
 KK0971'LINE OF U.S. HIGHWAY 40, 96 FEET NORTHEAST OF THE NORTHEAST
 KK0971'RAIL, 89 FEET EAST OF MILEPOST 64, 2.6 FEET SOUTHWEST OF A
 KK0971'FENCE, 2.7 FEET SOUTHEAST OF A WITNESS POST, 4 FEET BELOW THE
 KK0971'TOP OF THE RAILS, A BENCH MARK DISK SET IN THE TOP OF A
 KK0971'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, STAMPED
 KK0971'N 139 1934.
 KK0971'
 KK0971'B.M. N 139 R.M. 1 IS 29.0 FEET SOUTHEAST OF TRIANGULATION
 KK0971'STATION B.M. N 139, 97 FEET NORTHEAST OF THE NORTHEAST RAIL, 50
 KK0971'FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 40, 2.5
 KK0971'FEET SOUTHWEST OF A FENCE, 4 FEET BELOW THE TOP OF THE RAILS,
 KK0971'A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE POST
 KK0971'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, STAMPED B M N 139
 KK0971'NO 1 1951.
 KK0971'
 KK0971'B.M. N 139 R.M. 2 IS 57.2 FEET SOUTHWEST OF TRIANGULATION
 KK0971'STATION B.M. N 139, 48.3 FEET NORTHEAST OF THE NORTHEAST
 KK0971'RAIL, 99 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY
 KK0971'40, 82 FEET SOUTHEAST OF MILEPOST 64, 4 FEET BELOW THE TOP OF
 KK0971'THE RAILS, A REFERENCE MARK DISK SET IN THE TOP OF A CONCRETE
 KK0971'POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND, STAMPED B M N 139
 KK0971'NO 2 1951.
 KK0971'
 KK0971'B.M. N 139 1951 AZIMUTH IS 1.3 MILES NORTH OF TRIANGULATION
 KK0971'STATION B.M. N 139, AT THE OVERPASS OF U.S. HIGHWAY 40, 72
 KK0971'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 30
 KK0971'FEET ABOVE THE TOP OF THE RAILS, 19 FEET SOUTH OF THE CENTER
 KK0971'LINE OF THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST WINGWALL
 KK0971'OF THE OVERPASS.
 KK0971
 KK0971                          STATION RECOVERY (1954)
 KK0971
 KK0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 KK0971'2 MI N FROM FRASER.
 KK0971'2.0 MILES NORTH ALONG THE DENVER AND SALT LAKE RAILROAD FROM THE
 KK0971'STATION AT FRASER, 51 FEET SOUTHWEST OF THE CENTER LINE OF U.S.
 KK0971'HIGHWAY 40, 96 FEET NORTHEAST OF THE NORTHEAST RAIL, 89 FEET EAST
 KK0971'OF MILEPOST 64, 2.6 FEET SOUTHWEST OF A FENCE, 2.7 FEET SOUTHEAST OF
 KK0971'A WITNESS POST, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP
 KK0971'OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 KK0971
 KK0971                          STATION RECOVERY (1955)
 KK0971
 KK0971'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 KK0971'RECOVERED IN GOOD CONDITION.
 KK0971
 KK0971                          STATION RECOVERY (1975)
 KK0971
 KK0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 KK0971'STATION RECOVERED AND ALL MARKS WERE FOUND TO BE IN GOOD
 KK0971'CONDITION.  THE AZIMUTH MARK WAS TO BE DESTROYED WHEN NEW BRIDGE
 KK0971'WAS COMPLETED OVER THE RAILROAD TRACK, THEREFORE THE AZIMUTH
 KK0971'MARK WAS REFERENCED TO INSURE AN ANGLE TO THE NEW AZIMUTH MARK
 KK0971'WHICH WAS SET LATER AND TIED BY THE REFERENCE ANGLE.  THE 1951
 KK0971'AZIMUTH MARK HAS NOW BEEN DESTROYED.
 KK0971'
 KK0971'DISTANCE TO REFERENCE MARK NUMBER 2 CHECKED FAIRLY CLOSE BUT THE
 KK0971'ANGLE TO THE MARK WAS NOTED TO BE IN ERROR OF (8) MINUTES.
 KK0971'REFERENCE MARK NUMBER 1 DISTANCE AND ANGLE CHECKED ADEQUATELY.
 KK0971'
 KK0971'STATION IS REACHED FROM THE POST OFFICE IN FRASER.  GO EAST ON
 KK0971'EISENHOUER DRIVE FOR 0.1 MILE TO U.S. HIGHWAY 40.  TURN LEFT AND
 KK0971'GO NORTH ON U.S. HIGHWAY 40 FOR 1.95 MILES TO THE MARK AND METAL
 KK0971'WITNESS POST ON THE LEFT.  CONTINUE NORTH ON HIGHWAY 40 FOR
 KK0971'1.3 MILES TO THE EAST END OF A NEW CONCRETE BRIDGE AND AZIMUTH
 KK0971'MARK ON THE LEFT IN THE TOP OF A CONCRETE CURBING.
 KK0971'
 KK0971'STATION MARK IS A STANDARD BENCH MARK DISK, STAMPED N 139 1934,
 KK0971'SET IN THE TOP OF A 6 INCH X 6 INCH CONCRETE POST PROJECTING 4
 KK0971'INCHES.  MARK IS 81 FEET EAST OF THE EAST RAIL OF A RAILROAD
 KK0971'TRACK, 72 FEET NORTHEAST OF MILEPOST 64, 54 FEET WEST OF U.S.
 KK0971'HIGHWAY 40 AND 3 FEET EAST OF A METAL WITNESS POST WITH A METAL
 KK0971'WITNESS SIGN ATTACHED.
 KK0971'
 KK0971'REFERENCE MARK NUMBER 1 IS A REFERENCE MARK DISK, STAMPED N 139 NO
 KK0971'1 1951, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 KK0971'3 INCHES.  MARK IS 81 FEET EAST OF THE EAST RAIL OF THE RAILROAD
 KK0971'TRACK AND 54 FEET WEST OF HIGHWAY 40.
 KK0971'
 KK0971'REFERENCE MARK NUMBER 2 IS A REFERENCE MARK DISK, STAMPED N 139
 KK0971'NO 2 1951, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING
 KK0971'3 INCHES.  MARK IS 96 FEET WEST OF HIGHWAY 40, 39 FEET EAST OF THE
 KK0971'EAST RAIL OF THE RAILROAD TRACK AND 16 FEET NORTH OF A TELEPHONE
 KK0971'LINE POLE.
 KK0971'
 KK0971'AZIMUTH MARK IS A REFERENCE MARK DISK, STAMPED BM N 139 1951 AZ 2
 KK0971'1975, SET IN THE TOP OF A CONCRETE CURBING OF A NEW CONCRETE BRIDGE
 KK0971'WHICH SPANS THE RAILROAD TRACK.  MARK IS ABOUT 15 FEET SOUTH OF THE
 KK0971'CENTER OF THE HIGHWAY CROSSING BRIDGE.
 KK0971'
 KK0971'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTH
 KK0971'OF FRASER.
 KK0971
 KK0971                          STATION RECOVERY (2000)
 KK0971
 KK0971'RECOVERY NOTE BY STEPHENSON LAND SURVEYING SERVICES 2000 (GFS)
 KK0971'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) NORTH FROM WINTER PARK, 2
 KK0971'MI (3.2 KM) SOUTH FROM TABERNASH AND 2 MI (3.2 KM) NORTH OF FRASER, IN
 KK0971'THE SOUTHWEST 1/4 OF SECTION 7, T 1 S, R 75 W, AT U.S.  HIGHWAY 40
 KK0971'MILEPOST 224.95.  OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION
 KK0971'RIGHT-OF-WAY
 KK0971'TO REACH THE STATION FROM THE POST OFFICE IN FRASER, GO 1.9 MI (3.1
 KK0971'KM) ON U.S.  HIGHWAY 40 TO THE STATION ON THE LEFT
 KK0971'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A SQUARE 17 CM
 KK0971'CONCRETE POST PROJECTING 9 CM ABOVE THE GROUND.  IT IS 33 M (108.3 FT)
 KK0971'EAST FROM THE CENTER OF THE RAILROAD TRACKS, 18.5 M (60.7 FT) WEST
 KK0971'FROM THE CENTERLINE OF U.S.  HIGHWAY 40, 3.2 M (10.5 FT) WEST FROM A
 KK0971'60 CM DITCH AND UNDER A POWERLINE, 0.85 M (2.79 FT) EAST FROM A
 KK0971'WITNESS POST AND 0.58 M (1.90 FT) EAST FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AA3631 ***********************************************************************
 AA3631  DESIGNATION -  N 139 AZ MK 2
 AA3631  PID         -  AA3631
 AA3631  STATE/COUNTY-  CO/GRAND
 AA3631  USGS QUAD   -  FRASER (1957)
 AA3631
 AA3631                         *CURRENT SURVEY CONTROL
 AA3631  ___________________________________________________________________
 AA3631* NAD 83(1986)-  39 58 23.     (N)    105 49 32.     (W)     SCALED    
 AA3631* NAVD 88     -      2556.34   (+/-2cm)    8386.9    (feet)  VERTCON   
 AA3631  ___________________________________________________________________
 AA3631  GEOID HEIGHT-         -12.44  (meters)                     GEOID03
 AA3631
 AA3631  VERT ORDER  -  THIRD (See Below)
 AA3631
 AA3631.The horizontal coordinates were scaled from a topographic map and have
 AA3631.an estimated accuracy of +/- 6 seconds.
 AA3631
 AA3631.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3631.The vertical order pertains to the NGVD 29 superseded value.
 AA3631
 AA3631.The geoid height was determined by GEOID03.
 AA3631
 AA3631;                    North         East    Units  Estimated Accuracy
 AA3631;SPC CO N     -   375,880.      886,590.      MT  (+/- 180 meters Scaled)
 AA3631
 AA3631                          SUPERSEDED SURVEY CONTROL
 AA3631
 AA3631  NGVD 29 (03/28/06) 2554.93   (m)         8382.3    (f) RESET       3  
 AA3631
 AA3631.Superseded values are not recommended for survey control.
 AA3631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3631.See file dsdata.txt to determine how the superseded data were derived.
 AA3631
 AA3631_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE295250(NAD 83)
 AA3631_MARKER: DZ = AZIMUTH MARK DISK
 AA3631_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA3631_SP_SET: OVERPASS GUARDRAIL
 AA3631_STAMPING: N 139 AZ 2 1975
 AA3631_MARK LOGO: NGS   
 AA3631_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA3631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA3631
 AA3631  HISTORY     - Date     Condition        Report By
 AA3631  HISTORY     - 1975     MONUMENTED       NGS
 AA3631  HISTORY     - 19750926 GOOD             CODH
 AA3631
 AA3631                          STATION DESCRIPTION
 AA3631
 AA3631'DESCRIBED BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1975 (KW)
 AA3631'3.25 MILES (5.23 KM) NORTHERLY ALONG THE DENVER AND RIO GRANDE
 AA3631'RAILROAD FROM THE STATION IN FRASER, SET IN THE SOUTHEAST WHEEL GUARD
 AA3631'OF THE OVERPASS OF US HIGHWAY 40, 32.4 FEET (9.9 M) FROM THE SOUTHEAST
 AA3631'CURB END, BETWEEN THE 6TH AND 7TH BRIDGE RAIL POSTS AND 23 FEET (7.0
 AA3631'M) SOUTH OF THE HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0973 ***********************************************************************
 KK0973  DESIGNATION -  N 139 RM 1
 KK0973  PID         -  KK0973
 KK0973  STATE/COUNTY-  CO/GRAND
 KK0973  USGS QUAD   -  FRASER (1957)
 KK0973
 KK0973                         *CURRENT SURVEY CONTROL
 KK0973  ___________________________________________________________________
 KK0973* NAD 83(1986)-  39 58 20.     (N)    105 49 32.     (W)     SCALED    
 KK0973* NAVD 88     -      2572.084  (meters)    8438.58   (feet)  ADJUSTED  
 KK0973  ___________________________________________________________________
 KK0973  GEOID HEIGHT-         -12.44  (meters)                     GEOID03
 KK0973  DYNAMIC HT  -        2569.169 (meters)    8429.02  (feet)  COMP
 KK0973  MODELED GRAV-     979,399.5   (mgal)                       NAVD 88
 KK0973
 KK0973  VERT ORDER  -  FIRST     CLASS II
 KK0973
 KK0973.The horizontal coordinates were scaled from a topographic map and have
 KK0973.an estimated accuracy of +/- 6 seconds.
 KK0973
 KK0973.The orthometric height was determined by differential leveling
 KK0973.and adjusted by the National Geodetic Survey in June 1991..
 KK0973
 KK0973.The geoid height was determined by GEOID03.
 KK0973
 KK0973.The dynamic height is computed by dividing the NAVD 88
 KK0973.geopotential number by the normal gravity value computed on the
 KK0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0973.degrees latitude (g = 980.6199 gals.).
 KK0973
 KK0973.The modeled gravity was interpolated from observed gravity values.
 KK0973
 KK0973;                    North         East    Units  Estimated Accuracy
 KK0973;SPC CO N     -   375,790.      886,590.      MT  (+/- 180 meters Scaled)
 KK0973
 KK0973                          SUPERSEDED SURVEY CONTROL
 KK0973
 KK0973  NGVD 29 (??/??/92) 2570.665  (m)         8433.92   (f) ADJ UNCH    1 2
 KK0973
 KK0973.Superseded values are not recommended for survey control.
 KK0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0973.See file dsdata.txt to determine how the superseded data were derived.
 KK0973
 KK0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE295250(NAD 83)
 KK0973_MARKER: DR = REFERENCE MARK DISK
 KK0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0973_STAMPING: BMN 139 NO 1 1951
 KK0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0973+STABILITY: SURFACE MOTION
 KK0973
 KK0973  HISTORY     - Date     Condition        Report By
 KK0973  HISTORY     - 1951     MONUMENTED       CGS
 KK0973  HISTORY     - 1954     GOOD             NGS
 KK0973
 KK0973                          STATION DESCRIPTION
 KK0973
 KK0973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0973'2 MI N FROM FRASER.
 KK0973'2.0 MILES NORTH ALONG THE DENVER AND SALT LAKE RAILROAD FROM THE
 KK0973'STATION AT FRASER, 97 FEET NORTHEAST OF THE NORTHEAST RAIL, 50 FEET
 KK0973'SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 40, 29.0 FEET SOUTHEAST
 KK0973'OF TRIANGULATION STATION B.M. N 139, 2.5 FEET SOUTHWEST OF A FENCE,
 KK0973'4 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF A CONCRETE
 KK0973'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 KK0973'NOTE--MARK WAS PREVIOUSLY DESIGNATED AS B.M. N 139 RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0972 ***********************************************************************
 KK0972  DESIGNATION -  N 139 RM 2
 KK0972  PID         -  KK0972
 KK0972  STATE/COUNTY-  CO/GRAND
 KK0972  USGS QUAD   -  FRASER (1957)
 KK0972
 KK0972                         *CURRENT SURVEY CONTROL
 KK0972  ___________________________________________________________________
 KK0972* NAD 83(1986)-  39 58 20.     (N)    105 49 32.     (W)     SCALED    
 KK0972* NAVD 88     -      2571.827  (meters)    8437.74   (feet)  ADJUSTED  
 KK0972  ___________________________________________________________________
 KK0972  GEOID HEIGHT-         -12.44  (meters)                     GEOID03
 KK0972  DYNAMIC HT  -        2568.913 (meters)    8428.18  (feet)  COMP
 KK0972  MODELED GRAV-     979,399.5   (mgal)                       NAVD 88
 KK0972
 KK0972  VERT ORDER  -  FIRST     CLASS II
 KK0972
 KK0972.The horizontal coordinates were scaled from a topographic map and have
 KK0972.an estimated accuracy of +/- 6 seconds.
 KK0972
 KK0972.The orthometric height was determined by differential leveling
 KK0972.and adjusted by the National Geodetic Survey in June 1991..
 KK0972
 KK0972.The geoid height was determined by GEOID03.
 KK0972
 KK0972.The dynamic height is computed by dividing the NAVD 88
 KK0972.geopotential number by the normal gravity value computed on the
 KK0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0972.degrees latitude (g = 980.6199 gals.).
 KK0972
 KK0972.The modeled gravity was interpolated from observed gravity values.
 KK0972
 KK0972;                    North         East    Units  Estimated Accuracy
 KK0972;SPC CO N     -   375,790.      886,590.      MT  (+/- 180 meters Scaled)
 KK0972
 KK0972                          SUPERSEDED SURVEY CONTROL
 KK0972
 KK0972  NGVD 29 (??/??/92) 2570.409  (m)         8433.08   (f) ADJ UNCH    1 2
 KK0972
 KK0972.Superseded values are not recommended for survey control.
 KK0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0972.See file dsdata.txt to determine how the superseded data were derived.
 KK0972
 KK0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE295250(NAD 83)
 KK0972_MARKER: DR = REFERENCE MARK DISK
 KK0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0972_STAMPING: BM N 139 NO 2 1951
 KK0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0972+STABILITY: SURFACE MOTION
 KK0972
 KK0972  HISTORY     - Date     Condition        Report By
 KK0972  HISTORY     - 1951     MONUMENTED       CGS
 KK0972  HISTORY     - 1954     GOOD             NGS
 KK0972
 KK0972                          STATION DESCRIPTION
 KK0972
 KK0972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK0972'2 MI N FROM FRASER.
 KK0972'2.0 MILES NORTH ALONG THE DENVER AND SALT LAKE RAILROAD FROM THE
 KK0972'STATION AT FRASER, 48.3 FEET NORTHEAST OF THE NORTHEAST RAIL, 99
 KK0972'FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 40, 57.2 FEET
 KK0972'SOUTHWEST OF TRIANGULATION STATION B.M. N 139, 82 FEET SOUTHEAST
 KK0972'OF MILEPOST 64, 4 FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP
 KK0972'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 KK0972'NOTE-- MARK WAS PREVIOUSLY DESIGNATED AS B.M. N 139 RM 2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0072 ***********************************************************************
 LK0072  DESIGNATION -  N 14
 LK0072  PID         -  LK0072
 LK0072  STATE/COUNTY-  CO/YUMA
 LK0072  USGS QUAD   -  ECKLEY NE (1971)
 LK0072
 LK0072                         *CURRENT SURVEY CONTROL
 LK0072  ___________________________________________________________________
 LK0072* NAD 83(1986)-  40 14 30.     (N)    102 15 52.     (W)     SCALED    
 LK0072* NAVD 88     -      1134.793  (meters)    3723.07   (feet)  ADJUSTED  
 LK0072  ___________________________________________________________________
 LK0072  GEOID HEIGHT-         -21.77  (meters)                     GEOID03
 LK0072  DYNAMIC HT  -        1133.939 (meters)    3720.26  (feet)  COMP
 LK0072  MODELED GRAV-     979,834.0   (mgal)                       NAVD 88
 LK0072
 LK0072  VERT ORDER  -  FIRST     CLASS II
 LK0072
 LK0072.The horizontal coordinates were scaled from a topographic map and have
 LK0072.an estimated accuracy of +/- 6 seconds.
 LK0072
 LK0072.The orthometric height was determined by differential leveling
 LK0072.and adjusted by the National Geodetic Survey in June 1991..
 LK0072
 LK0072.The geoid height was determined by GEOID03.
 LK0072
 LK0072.The dynamic height is computed by dividing the NAVD 88
 LK0072.geopotential number by the normal gravity value computed on the
 LK0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0072.degrees latitude (g = 980.6199 gals.).
 LK0072
 LK0072.The modeled gravity was interpolated from observed gravity values.
 LK0072
 LK0072;                    North         East    Units  Estimated Accuracy
 LK0072;SPC CO N     -   410,680.    1,189,650.      MT  (+/- 180 meters Scaled)
 LK0072
 LK0072                          SUPERSEDED SURVEY CONTROL
 LK0072
 LK0072  NGVD 29 (??/??/92) 1134.306  (m)         3721.47   (f) ADJ UNCH    1 2
 LK0072
 LK0072.Superseded values are not recommended for survey control.
 LK0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0072.See file dsdata.txt to determine how the superseded data were derived.
 LK0072
 LK0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGE326581(NAD 83)
 LK0072_MARKER: DB = BENCH MARK DISK
 LK0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0072_STAMPING: 3721.489 N 14 1926
 LK0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0072+STABILITY: SURFACE MOTION
 LK0072
 LK0072  HISTORY     - Date     Condition        Report By
 LK0072  HISTORY     - 1926     MONUMENTED       CGS
 LK0072  HISTORY     - 1954     GOOD             NGS
 LK0072
 LK0072                          STATION DESCRIPTION
 LK0072
 LK0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 LK0072'12.8 MI N FROM WRAY.
 LK0072'12.8 MILES NORTH ALONG STATE HIGHWAY 51 FROM WRAY, AT THE
 LK0072'INTERSECTION OF AN EAST-AND-WEST ROAD, 28 FEET WEST OF THE HIGHWAY,
 LK0072'18 FEET SOUTH OF THE ROAD, AND 1.3 FEET EAST OF A POINT 8.5 FEET
 LK0072'SOUTH OF A FENCE CORNER.  A STANDARD DISK, STAMPED 3721.489 N 14
 LK0072'1926 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1145 ***********************************************************************
 KK1145  DESIGNATION -  N 140
 KK1145  PID         -  KK1145
 KK1145  STATE/COUNTY-  CO/CLEAR CREEK
 KK1145  USGS QUAD   -  EMPIRE (1974)
 KK1145
 KK1145                         *CURRENT SURVEY CONTROL
 KK1145  ___________________________________________________________________
 KK1145* NAD 83(1986)-  39 45 44.     (N)    105 39 05.     (W)     SCALED    
 KK1145* NAVD 88     -      2511.654  (meters)    8240.32   (feet)  ADJUSTED  
 KK1145  ___________________________________________________________________
 KK1145  GEOID HEIGHT-         -12.61  (meters)                     GEOID03
 KK1145  DYNAMIC HT  -        2508.750 (meters)    8230.79  (feet)  COMP
 KK1145  MODELED GRAV-     979,379.3   (mgal)                       NAVD 88
 KK1145
 KK1145  VERT ORDER  -  FIRST     CLASS II
 KK1145
 KK1145.The horizontal coordinates were scaled from a topographic map and have
 KK1145.an estimated accuracy of +/- 6 seconds.
 KK1145
 KK1145.The orthometric height was determined by differential leveling
 KK1145.and adjusted by the National Geodetic Survey in June 1991..
 KK1145
 KK1145.The geoid height was determined by GEOID03.
 KK1145
 KK1145.The dynamic height is computed by dividing the NAVD 88
 KK1145.geopotential number by the normal gravity value computed on the
 KK1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1145.degrees latitude (g = 980.6199 gals.).
 KK1145
 KK1145.The modeled gravity was interpolated from observed gravity values.
 KK1145
 KK1145;                    North         East    Units  Estimated Accuracy
 KK1145;SPC CO C     -   518,940.      901,430.      MT  (+/- 180 meters Scaled)
 KK1145
 KK1145                          SUPERSEDED SURVEY CONTROL
 KK1145
 KK1145  NGVD 29 (??/??/92) 2510.201  (m)         8235.55   (f) ADJ UNCH    1 2
 KK1145
 KK1145.Superseded values are not recommended for survey control.
 KK1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1145.See file dsdata.txt to determine how the superseded data were derived.
 KK1145
 KK1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE442015(NAD 83)
 KK1145_MARKER: DB = BENCH MARK DISK
 KK1145_SETTING: 80 = SET IN A BOULDER
 KK1145_STAMPING: N 140 1934
 KK1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1145+STABILITY: SURFACE MOTION
 KK1145
 KK1145  HISTORY     - Date     Condition        Report By
 KK1145  HISTORY     - 1934     MONUMENTED       CGS
 KK1145  HISTORY     - 1954     GOOD             NGS
 KK1145
 KK1145                          STATION DESCRIPTION
 KK1145
 KK1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1145'1.4 MI SW FROM LAWSON.
 KK1145'1.35 MILES SOUTHWEST ALONG U.S. HIGHWAYS 6 AND 40 FROM THE POST
 KK1145'OFFICE AT LAWSON, 0.35 MILE NORTHEAST OF THE JUNCTION OF U.S.
 KK1145'HIGHWAYS 6 AND 40, 64 FEET EAST OF THE LARGEST BOULDER ON THE
 KK1145'TOP OF A SMALL ROCKY KNOLL, 19 FEET EAST OF A 7 INCH PINE TREE,
 KK1145'43 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 4.4 FEET EAST
 KK1145'OF A WITNESS POST, 1 FOOT ABOVE THE GROUND, SET IN THE TOP OF A
 KK1145'4X5 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1146 ***********************************************************************
 KK1146  DESIGNATION -  N 140 RESET
 KK1146  PID         -  KK1146
 KK1146  STATE/COUNTY-  CO/CLEAR CREEK
 KK1146  USGS QUAD   -  EMPIRE (1974)
 KK1146
 KK1146                         *CURRENT SURVEY CONTROL
 KK1146  ___________________________________________________________________
 KK1146* NAD 83(1992)-  39 45 45.01199(N)    105 39 04.23472(W)     ADJUSTED  
 KK1146* NAVD 88     -      2512.348  (meters)    8242.60   (feet)  ADJUSTED  
 KK1146  ___________________________________________________________________
 KK1146  X           -  -1,325,034.601 (meters)                     COMP
 KK1146  Y           -  -4,729,427.393 (meters)                     COMP
 KK1146  Z           -   4,059,348.921 (meters)                     COMP
 KK1146  LAPLACE CORR-          -8.96  (seconds)                    DEFLEC99
 KK1146  ELLIP HEIGHT-        2499.77  (meters)          (10/27/04) GPS OBS
 KK1146  GEOID HEIGHT-         -12.61  (meters)                     GEOID03
 KK1146  DYNAMIC HT  -        2509.442 (meters)    8233.06  (feet)  COMP
 KK1146  MODELED GRAV-     979,379.2   (mgal)                       NAVD 88
 KK1146
 KK1146  HORZ ORDER  -  FIRST
 KK1146  VERT ORDER  -  FIRST     CLASS II
 KK1146  ELLP ORDER  -  FOURTH    CLASS II
 KK1146
 KK1146.The horizontal coordinates were established by GPS observations
 KK1146.and adjusted by the MOUNTAIN SURVEYING in October 2004..
 KK1146
 KK1146.The orthometric height was determined by differential leveling
 KK1146.and adjusted by the National Geodetic Survey in November 2003..
 KK1146
 KK1146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK1146
 KK1146.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1146
 KK1146.The ellipsoidal height was determined by GPS observations
 KK1146.and is referenced to NAD 83.
 KK1146
 KK1146.The geoid height was determined by GEOID03.
 KK1146
 KK1146.The dynamic height is computed by dividing the NAVD 88
 KK1146.geopotential number by the normal gravity value computed on the
 KK1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1146.degrees latitude (g = 980.6199 gals.).
 KK1146
 KK1146.The modeled gravity was interpolated from observed gravity values.
 KK1146
 KK1146;                    North         East     Units Scale Factor Converg.
 KK1146;SPC CO C     -   518,971.022   901,447.661   MT  1.00000250   -0 05 43.2
 KK1146;SPC CO C     - 1,702,657.43  2,957,499.53   sFT  1.00000250   -0 05 43.2
 KK1146;UTM  13      - 4,401,600.684   444,223.476   MT  0.99963830   -0 24 59.4
 KK1146
 KK1146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1146!SPC CO C     -   0.99960798  x   1.00000250  =   0.99961048
 KK1146!UTM  13      -   0.99960798  x   0.99963830  =   0.99924643
 KK1146
 KK1146                          SUPERSEDED SURVEY CONTROL
 KK1146
 KK1146  NAVD 88 (03/28/06) 2512.354  (m)         8242.61   (f) UNKNOWN     3 0
 KK1146
 KK1146.Superseded values are not recommended for survey control.
 KK1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1146.See file dsdata.txt to determine how the superseded data were derived.
 KK1146
 KK1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE4422301601(NAD 83)
 KK1146_MARKER: DB = BENCH MARK DISK
 KK1146_SETTING: 80 = SET IN A BOULDER
 KK1146_STAMPING: N 140 RESET 1964
 KK1146_MARK LOGO: CGS   
 KK1146_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1146+STABILITY: SURFACE MOTION
 KK1146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1146+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2004
 KK1146
 KK1146  HISTORY     - Date     Condition        Report By
 KK1146  HISTORY     - 1964     MONUMENTED       CGS
 KK1146  HISTORY     - 20000626 GOOD             NGS
 KK1146  HISTORY     - 20010816 GOOD             NGS
 KK1146  HISTORY     - 20030910 GOOD             NGS
 KK1146  HISTORY     - 20040130 GOOD             MSAM
 KK1146
 KK1146                          STATION DESCRIPTION
 KK1146
 KK1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 KK1146'1.4 MI SW FROM LAWSON.
 KK1146'ABOUT 1.35 MILES SOUTHWEST ALONG U.S. HIGHWAYS 40 AND 6 FROM THE
 KK1146'POST OFFICE AT LAWSON, APPROX. 100 FEET EAST OF COUNTY ROAD TO
 KK1146'HIDDEN VALLEY, 57 FEET NORTH OF A SERVICE ROAD, AND SET IN THE TOP
 KK1146'OF A 4-FOOT BY 5-FOOT GRANITE ROCK PROJECTING ABOUT 24 INCHES.
 KK1146'IT IS 0.35 MILE NORTHEAST OF THE JUNCTION OF U.S. HIGHWAYS 6
 KK1146'AND 40.
 KK1146
 KK1146                          STATION RECOVERY (2000)
 KK1146
 KK1146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 KK1146'THE STATION IS LOCATED ABOUT 1.75 MI EAST OF EMPIRE AND 1.3 MI
 KK1146'WEST-SOUTHWEST OF LAWSON, IN THE NORTHEAST 1/4 OF SECTION 27, T 3
 KK1146'S, R 74 W. OWNERSHIP--COLORADO DEPT. OF TRANSPORTATION
 KK1146'RIGHT-OF-WAY.
 KK1146' 
 KK1146'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 70
 KK1146'WESTBOUND OFF RAMP TO U. S. HIGHWAY 40 SOUTH OF EMPIRE, THE
 KK1146'NORTHERN ACCESS ROAD TO LAWSON, THE WESTBOUND ON RAMP TO
 KK1146'INTERSTATE 70 AND U. S. HIGHWAY 40 TO EMPIRE, GO EAST ON THE
 KK1146'NORTHERN ACCESS ROAD FOR 0.5 MI TO THE STATION ON THE LEFT, JUST
 KK1146'PAST COUNTY ROAD 255 GOING NORTH UPHILL.
 KK1146' 
 KK1146'THE MARK IS A STANDARD DISK SET INTO A DRILL HOLE IN THE TOP OF A 1.9
 KK1146'M BY 1.9 M PARTIALLY EXPOSED GRANITE BOULDER THAT IS 0.6 M ABOVE
 KK1146'THE GROUND. IT IS 26.9 M WEST-NORTHWEST FROM A POWER POLE WITH
 KK1146'GUY WIRE, 24.1 M EAST FROM THE CENTER OF COUNTY ROAD 255, 17.1 M
 KK1146'NORTH FROM THE CENTER LINE OF U. S. HIGHWAY 40, 0.5 M
 KK1146'SOUTH-SOUTHWEST FROM A WITNESS POST AND THE SAME ELEVATION AS
 KK1146'THE ACCESS ROAD.
 KK1146' 
 KK1146'
 KK1146
 KK1146                          STATION RECOVERY (2001)
 KK1146
 KK1146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 KK1146'RECOVERED AS DESCRIBED.
 KK1146'
 KK1146
 KK1146                          STATION RECOVERY (2003)
 KK1146
 KK1146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 KK1146'INTERSATE EXIT IS NO. 232.  COUNTY ROAD 255 IS CALLED HIDDEN VALLEY
 KK1146'ROAD.  THIS IS GRAVITY BASE STATION 'EMPIRE N 140 RESET'.
 KK1146
 KK1146                          STATION RECOVERY (2004)
 KK1146
 KK1146'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (KCH)
 KK1146'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2004 (BAJ)
 KK1146'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0188 ***********************************************************************
 JM0188  DESIGNATION -  N 141
 JM0188  PID         -  JM0188
 JM0188  STATE/COUNTY-  CO/MESA
 JM0188  USGS QUAD   -  SNYDER FLATS (1972)
 JM0188
 JM0188                         *CURRENT SURVEY CONTROL
 JM0188  ___________________________________________________________________
 JM0188* NAD 83(1986)-  38 47 07.     (N)    108 41 36.     (W)     SCALED    
 JM0188* NAVD 88     -      2126.603  (meters)    6977.03   (feet)  ADJUSTED  
 JM0188  ___________________________________________________________________
 JM0188  GEOID HEIGHT-         -16.39  (meters)                     GEOID03
 JM0188  DYNAMIC HT  -        2124.168 (meters)    6969.04  (feet)  COMP
 JM0188  MODELED GRAV-     979,407.2   (mgal)                       NAVD 88
 JM0188
 JM0188  VERT ORDER  -  SECOND    CLASS 0
 JM0188
 JM0188.The horizontal coordinates were scaled from a topographic map and have
 JM0188.an estimated accuracy of +/- 6 seconds.
 JM0188
 JM0188.The orthometric height was determined by differential leveling
 JM0188.and adjusted by the National Geodetic Survey in June 1991..
 JM0188
 JM0188.The geoid height was determined by GEOID03.
 JM0188
 JM0188.The dynamic height is computed by dividing the NAVD 88
 JM0188.geopotential number by the normal gravity value computed on the
 JM0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0188.degrees latitude (g = 980.6199 gals.).
 JM0188
 JM0188.The modeled gravity was interpolated from observed gravity values.
 JM0188
 JM0188;                    North         East    Units  Estimated Accuracy
 JM0188;SPC CO C     -   415,350.      637,010.      MT  (+/- 180 meters Scaled)
 JM0188
 JM0188                          SUPERSEDED SURVEY CONTROL
 JM0188
 JM0188  NGVD 29 (??/??/92) 2125.292  (m)         6972.73   (f) ADJ UNCH    2 0
 JM0188
 JM0188.Superseded values are not recommended for survey control.
 JM0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0188.See file dsdata.txt to determine how the superseded data were derived.
 JM0188
 JM0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH003954(NAD 83)
 JM0188_MARKER: DB = BENCH MARK DISK
 JM0188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0188_STAMPING: N-141 1934
 JM0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0188+STABILITY: SURFACE MOTION
 JM0188
 JM0188  HISTORY     - Date     Condition        Report By
 JM0188  HISTORY     - 1934     MONUMENTED       CGS
 JM0188  HISTORY     - 1972     GOOD             USGS
 JM0188
 JM0188                          STATION DESCRIPTION
 JM0188
 JM0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0188'21.3 MI NE FROM GATEWAY.
 JM0188'21.3 MILE NORTHEAST OF, ALONG STATE HWY. 141, FROM GATEWAY PUBLIC
 JM0188'SCHOOL.  ABOUT .4 MILE EAST OF J.S. CASEMENTS FARM HOUSE.  87 FEET
 JM0188'SOUTH OF CENTERLINE OF STATE HIGHWAY 141.  6 FEET EAST OF TELEPHONE
 JM0188'POLE.  2 FEET NORTH OF FENCE LINE.  PRECAST CONCRETE POST SET AT
 JM0188'SUMMIT OF HIGHWAY OVER RIDGE.
 JM0188
 JM0188                          STATION RECOVERY (1972)
 JM0188
 JM0188'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 JM0188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0051 ***********************************************************************
 JM0051  DESIGNATION -  N 143
 JM0051  PID         -  JM0051
 JM0051  STATE/COUNTY-  CO/MONTROSE
 JM0051  USGS QUAD   -  ANTONE SPRING (1994)
 JM0051
 JM0051                         *CURRENT SURVEY CONTROL
 JM0051  ___________________________________________________________________
 JM0051* NAD 83(1986)-  38 17 11.     (N)    108 12 31.     (W)     SCALED    
 JM0051* NAVD 88     -      2785.846  (meters)    9139.90   (feet)  ADJUSTED  
 JM0051  ___________________________________________________________________
 JM0051  GEOID HEIGHT-         -16.80  (meters)                     GEOID03
 JM0051  DYNAMIC HT  -        2782.249 (meters)    9128.10  (feet)  COMP
 JM0051  MODELED GRAV-     979,235.6   (mgal)                       NAVD 88
 JM0051
 JM0051  VERT ORDER  -  SECOND    CLASS 0
 JM0051
 JM0051.The horizontal coordinates were scaled from a topographic map and have
 JM0051.an estimated accuracy of +/- 6 seconds.
 JM0051
 JM0051.The orthometric height was determined by differential leveling
 JM0051.and adjusted by the National Geodetic Survey in June 1991..
 JM0051
 JM0051.The geoid height was determined by GEOID03.
 JM0051
 JM0051.The dynamic height is computed by dividing the NAVD 88
 JM0051.geopotential number by the normal gravity value computed on the
 JM0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0051.degrees latitude (g = 980.6199 gals.).
 JM0051
 JM0051.The modeled gravity was interpolated from observed gravity values.
 JM0051
 JM0051;                    North         East    Units  Estimated Accuracy
 JM0051;SPC CO S     -   488,000.      677,470.      MT  (+/- 180 meters Scaled)
 JM0051
 JM0051                          SUPERSEDED SURVEY CONTROL
 JM0051
 JM0051  NGVD 29 (??/??/92) 2784.364  (m)         9135.03   (f) ADJ UNCH    2 0
 JM0051
 JM0051.Superseded values are not recommended for survey control.
 JM0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0051.See file dsdata.txt to determine how the superseded data were derived.
 JM0051
 JM0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH441412(NAD 83)
 JM0051_MARKER: DB = BENCH MARK DISK
 JM0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0051_STAMPING: N-143 1934
 JM0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0051+STABILITY: SURFACE MOTION
 JM0051
 JM0051  HISTORY     - Date     Condition        Report By
 JM0051  HISTORY     - 1934     MONUMENTED       CGS
 JM0051  HISTORY     - 1969     GOOD             DOD
 JM0051
 JM0051                          STATION DESCRIPTION
 JM0051
 JM0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0051'27.3 MI NE FROM NATURITA.
 JM0051'27.3 MILE NORTHEAST OF, ALONG STATE HWY. 90, FROM NATURITA PUBLIC
 JM0051'SCHOOL.  ABOUT 4.5 MILES SOUTHWEST OF TOP OF DIVIDE OF UNCOMPAHGRE
 JM0051'PLATEAU AND FORKS OF DELTA ROAD AND STATE HWY. 90.  90 FEET SOUTH OF
 JM0051'SOUTHWEST END OF HIGHWAY CURVE, WHERE HIGHWAY COMES OFF NORTHEAST SIDE
 JM0051'OF HILL AND STARTS DOWN THE TOP OF SOUTHWEST SIDE.  30 FEET SOUTHEAST
 JM0051'OF CENTERLINE OF STATE HWY. 90.  TABLET SET IN PRECAST CONCRETE POST.
 JM0051
 JM0051                          STATION RECOVERY (1969)
 JM0051
 JM0051'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1969
 JM0051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0136 ***********************************************************************
 JM0136  DESIGNATION -  N 144
 JM0136  PID         -  JM0136
 JM0136  STATE/COUNTY-  CO/SAN MIGUEL
 JM0136  USGS QUAD   -  NATURITA (1994)
 JM0136
 JM0136                         *CURRENT SURVEY CONTROL
 JM0136  ___________________________________________________________________
 JM0136* NAD 83(1986)-  38 07 45.     (N)    108 30 15.     (W)     SCALED    
 JM0136* NAVD 88     -      1906.390  (meters)    6254.55   (feet)  ADJUSTED  
 JM0136  ___________________________________________________________________
 JM0136  GEOID HEIGHT-         -18.45  (meters)                     GEOID03
 JM0136  DYNAMIC HT  -        1904.127 (meters)    6247.12  (feet)  COMP
 JM0136  MODELED GRAV-     979,375.0   (mgal)                       NAVD 88
 JM0136
 JM0136  VERT ORDER  -  SECOND    CLASS 0
 JM0136
 JM0136.The horizontal coordinates were scaled from a topographic map and have
 JM0136.an estimated accuracy of +/- 6 seconds.
 JM0136
 JM0136.The orthometric height was determined by differential leveling
 JM0136.and adjusted by the National Geodetic Survey in June 1991..
 JM0136
 JM0136.The geoid height was determined by GEOID03.
 JM0136
 JM0136.The dynamic height is computed by dividing the NAVD 88
 JM0136.geopotential number by the normal gravity value computed on the
 JM0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0136.degrees latitude (g = 980.6199 gals.).
 JM0136
 JM0136.The modeled gravity was interpolated from observed gravity values.
 JM0136
 JM0136;                    North         East    Units  Estimated Accuracy
 JM0136;SPC CO S     -   471,350.      651,060.      MT  (+/- 180 meters Scaled)
 JM0136
 JM0136                          SUPERSEDED SURVEY CONTROL
 JM0136
 JM0136  NGVD 29 (??/??/92) 1905.134  (m)         6250.43   (f) ADJ UNCH    2 0
 JM0136
 JM0136.Superseded values are not recommended for survey control.
 JM0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0136.See file dsdata.txt to determine how the superseded data were derived.
 JM0136
 JM0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH187230(NAD 83)
 JM0136_MARKER: DB = BENCH MARK DISK
 JM0136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0136_STAMPING: N-144 1934
 JM0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0136+STABILITY: SURFACE MOTION
 JM0136
 JM0136  HISTORY     - Date     Condition        Report By
 JM0136  HISTORY     - 1934     MONUMENTED       CGS
 JM0136
 JM0136                          STATION DESCRIPTION
 JM0136
 JM0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0136'11.6 MI S FROM NATURITA.
 JM0136'11.6 MILES SOUTH OF, ALONG STATE HWY. 80, FROM NATURITA PUBLIC SCHOOL.
 JM0136'90 FEET NORTHWEST OF WOODEN HIGHWAY BRIDGE OVER DRY WASH. 85 FEET
 JM0136'NORTH OF NORTHEAST END OF WOODEN HWY. BRIDGE OVER DRY WASH, WHICH
 JM0136'COMES OUT OF CANYON ON WEST SIDE OF HWY.  42 FEET EAST OF CENTERLINE
 JM0136'OF STATE HWY. 80.  TABLET SET IN PRECAST CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JM0174 ***********************************************************************
 JM0174  DESIGNATION -  N 145
 JM0174  PID         -  JM0174
 JM0174  STATE/COUNTY-  CO/MONTROSE
 JM0174  USGS QUAD   -  NATURITA NW (1994)
 JM0174
 JM0174                         *CURRENT SURVEY CONTROL
 JM0174  ___________________________________________________________________
 JM0174* NAD 83(1986)-  38 14 03.     (N)    108 42 01.     (W)     SCALED    
 JM0174* NAVD 88     -      1735.807  (meters)    5694.89   (feet)  ADJUSTED  
 JM0174  ___________________________________________________________________
 JM0174  GEOID HEIGHT-         -18.87  (meters)                     GEOID03
 JM0174  DYNAMIC HT  -        1733.776 (meters)    5688.23  (feet)  COMP
 JM0174  MODELED GRAV-     979,398.7   (mgal)                       NAVD 88
 JM0174
 JM0174  VERT ORDER  -  SECOND    CLASS 0
 JM0174
 JM0174.The horizontal coordinates were scaled from a topographic map and have
 JM0174.an estimated accuracy of +/- 6 seconds.
 JM0174
 JM0174.The orthometric height was determined by differential leveling
 JM0174.and adjusted by the National Geodetic Survey in June 1991..
 JM0174
 JM0174.The geoid height was determined by GEOID03.
 JM0174
 JM0174.The dynamic height is computed by dividing the NAVD 88
 JM0174.geopotential number by the normal gravity value computed on the
 JM0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JM0174.degrees latitude (g = 980.6199 gals.).
 JM0174
 JM0174.The modeled gravity was interpolated from observed gravity values.
 JM0174
 JM0174;                    North         East    Units  Estimated Accuracy
 JM0174;SPC CO S     -   483,570.      634,270.      MT  (+/- 180 meters Scaled)
 JM0174
 JM0174                          SUPERSEDED SURVEY CONTROL
 JM0174
 JM0174  NGVD 29 (??/??/92) 1734.564  (m)         5690.82   (f) ADJ UNCH    2 0
 JM0174
 JM0174.Superseded values are not recommended for survey control.
 JM0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JM0174.See file dsdata.txt to determine how the superseded data were derived.
 JM0174
 JM0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYH012342(NAD 83)
 JM0174_MARKER: DB = BENCH MARK DISK
 JM0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JM0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JM0174_STAMPING: N-145 1934
 JM0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JM0174+STABILITY: SURFACE MOTION
 JM0174
 JM0174  HISTORY     - Date     Condition        Report By
 JM0174  HISTORY     - 1934     MONUMENTED       CGS
 JM0174  HISTORY     - 1950     POOR             NGS
 JM0174  HISTORY     - 19901102 MARK NOT FOUND   USPSQD
 JM0174
 JM0174                          STATION DESCRIPTION
 JM0174
 JM0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JM0174'9.8 MI NW FROM NATURITA.
 JM0174'9.8 MILES NORTHWEST OF, ALONG STATE HWY. 90, FROM NATURITA PUBLIC
 JM0174'SCHOOL.  ABOUT .7 MILE EAST OF WOODEN HIGHWAY BRIDGE OVER DRY WASH.
 JM0174'720 FEET WEST OF INTERSECTION OF TELEPHONE LINE WITH HWY.  42 FEET
 JM0174'NORTH OF CENTERLINE OF STATE HWY. 90.  24 FEET NORTH OF TELEPHONE POLE
 JM0174'NO. 1136.  PRECAST CONCRETE POST SET ON WEST EDGE OF TOP OF HILL.
 JM0174
 JM0174                          STATION RECOVERY (1950)
 JM0174
 JM0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 JM0174'MARK RECOVERED IN POOR CONDITION.
 JM0174
 JM0174                          STATION RECOVERY (1990)
 JM0174
 JM0174'RECOVERY NOTE BY US POWER SQUADRON 1990 (JMS)
 JM0174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0147 ***********************************************************************
 HM0147  DESIGNATION -  N 146
 HM0147  PID         -  HM0147
 HM0147  STATE/COUNTY-  CO/DOLORES
 HM0147  USGS QUAD   -  DOVE CREEK (1994)
 HM0147
 HM0147                         *CURRENT SURVEY CONTROL
 HM0147  ___________________________________________________________________
 HM0147* NAD 83(1986)-  37 50 15.     (N)    108 56 25.     (W)     SCALED    
 HM0147* NAVD 88     -      2121.023  (meters)    6958.72   (feet)  ADJUSTED  
 HM0147  ___________________________________________________________________
 HM0147  GEOID HEIGHT-         -19.03  (meters)                     GEOID03
 HM0147  DYNAMIC HT  -        2118.413 (meters)    6950.16  (feet)  COMP
 HM0147  MODELED GRAV-     979,323.2   (mgal)                       NAVD 88
 HM0147
 HM0147  VERT ORDER  -  SECOND    CLASS 0
 HM0147
 HM0147.The horizontal coordinates were scaled from a topographic map and have
 HM0147.an estimated accuracy of +/- 6 seconds.
 HM0147
 HM0147.The orthometric height was determined by differential leveling
 HM0147.and adjusted by the National Geodetic Survey in June 1991..
 HM0147
 HM0147.The geoid height was determined by GEOID03.
 HM0147
 HM0147.The dynamic height is computed by dividing the NAVD 88
 HM0147.geopotential number by the normal gravity value computed on the
 HM0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0147.degrees latitude (g = 980.6199 gals.).
 HM0147
 HM0147.The modeled gravity was interpolated from observed gravity values.
 HM0147
 HM0147;                    North         East    Units  Estimated Accuracy
 HM0147;SPC CO S     -   440,320.      611,650.      MT  (+/- 180 meters Scaled)
 HM0147
 HM0147                          SUPERSEDED SURVEY CONTROL
 HM0147
 HM0147.No superseded survey control is available for this station.
 HM0147
 HM0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG812897(NAD 83)
 HM0147_MARKER: DB = BENCH MARK DISK
 HM0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0147_STAMPING: N-146 1934
 HM0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0147+STABILITY: SURFACE MOTION
 HM0147
 HM0147  HISTORY     - Date     Condition        Report By
 HM0147  HISTORY     - 1934     MONUMENTED       CGS
 HM0147  HISTORY     - 1964     MARK NOT FOUND   NGS
 HM0147
 HM0147                          STATION DESCRIPTION
 HM0147
 HM0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0147'6.6 MI N FROM DOVE CREEK.
 HM0147'6.6 MILES NORTH OF, ALONG STATE HWY. 80, FROM DOVE CREEK PUB. SCHOOL.
 HM0147'360 FEET SOUTH OF WOODEN HIGHWAY BRIDGE AT BOTTOM OF DRAW.  36 FEET
 HM0147'EAST OF CENTERLINE OF STATE HWY. 80.  30 FEET NORTH OF CENTERLINE OF
 HM0147'CROSSROAD.  RUNNING EAST AND WEST. 9.4 FEET EAST OF TELEPHONE POLE.
 HM0147'6.3 FEET EAST OF SOUTHWEST CORNER OF FENCE.  TABLET SET IN PRECAST
 HM0147'CONCRETE POST.
 HM0147
 HM0147                          STATION RECOVERY (1964)
 HM0147
 HM0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HM0147'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0395 ***********************************************************************
 JL0395  DESIGNATION -  N 147
 JL0395  PID         -  JL0395
 JL0395  STATE/COUNTY-  CO/OURAY
 JL0395  USGS QUAD   -  MOUNT SNEFFELS (1983)
 JL0395
 JL0395                         *CURRENT SURVEY CONTROL
 JL0395  ___________________________________________________________________
 JL0395* NAD 83(1992)-  38 06 09.86604(N)    107 52 23.94895(W)     ADJUSTED  
 JL0395* NAVD 88     -      2670.853  (meters)    8762.62   (feet)  ADJUSTED  
 JL0395  ___________________________________________________________________
 JL0395  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 JL0395  GEOID HEIGHT-         -16.12  (meters)                     GEOID03
 JL0395  DYNAMIC HT  -        2667.301 (meters)    8750.97  (feet)  COMP
 JL0395  MODELED GRAV-     979,202.5   (mgal)                       NAVD 88
 JL0395
 JL0395  HORZ ORDER  -  THIRD
 JL0395  VERT ORDER  -  SECOND    CLASS 0
 JL0395
 JL0395.The horizontal coordinates were established by classical geodetic methods
 JL0395.and adjusted by the National Geodetic Survey in January 1993..
 JL0395
 JL0395.The orthometric height was determined by differential leveling
 JL0395.and adjusted by the National Geodetic Survey in June 1991..
 JL0395
 JL0395.The Laplace correction was computed from DEFLEC99 derived deflections.
 JL0395
 JL0395.The geoid height was determined by GEOID03.
 JL0395
 JL0395.The dynamic height is computed by dividing the NAVD 88
 JL0395.geopotential number by the normal gravity value computed on the
 JL0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0395.degrees latitude (g = 980.6199 gals.).
 JL0395
 JL0395.The modeled gravity was interpolated from observed gravity values.
 JL0395
 JL0395;                    North         East     Units Scale Factor Converg.
 JL0395;SPC CO S     -   466,827.597   706,270.005   MT  0.99995635   -1 27 20.7
 JL0395;SPC CO S     - 1,531,583.54  2,317,154.17   sFT  0.99995635   -1 27 20.7
 JL0395;UTM  13      - 4,221,114.497   248,057.192   MT  1.00038183   -1 46 26.3
 JL0395
 JL0395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JL0395!SPC CO S     -   0.99958361  x   0.99995635  =   0.99953998
 JL0395!UTM  13      -   0.99958361  x   1.00038183  =   0.99996528
 JL0395
 JL0395:                Primary Azimuth Mark                     Grid Az
 JL0395:SPC CO S     -  MILLER                                   079 34 23.0
 JL0395:UTM  13      -  MILLER                                   079 53 28.6
 JL0395
 JL0395|---------------------------------------------------------------------|
 JL0395| PID    Reference Object                     Distance      Geod. Az  |
 JL0395|                                                           dddmmss.s |
 JL0395| JL0825 MILLER                              APPROX. 6.7 KM 0780702.3 |
 JL0395|---------------------------------------------------------------------|
 JL0395
 JL0395                          SUPERSEDED SURVEY CONTROL
 JL0395
 JL0395  NAD 83(1986)-  38 06 09.85730(N)    107 52 23.94268(W) AD(       ) 3
 JL0395  NAD 27      -  38 06 09.89429(N)    107 52 21.70526(W) AD(       ) 3
 JL0395  NGVD 29 (??/??/92) 2669.312  (m)         8757.57   (f) ADJ UNCH    2 0
 JL0395
 JL0395.Superseded values are not recommended for survey control.
 JL0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0395.See file dsdata.txt to determine how the superseded data were derived.
 JL0395
 JL0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC4805721114(NAD 83)
 JL0395_MARKER: DB = BENCH MARK DISK
 JL0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0395_STAMPING: N-147 1934
 JL0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0395+STABILITY: SURFACE MOTION
 JL0395
 JL0395  HISTORY     - Date     Condition        Report By
 JL0395  HISTORY     - 1934     MONUMENTED       CGS
 JL0395  HISTORY     - 1952     GOOD             USGS
 JL0395
 JL0395                          STATION DESCRIPTION
 JL0395
 JL0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0395'12.2 MI SW FROM RIDGEWAY.
 JL0395'12.2 MILES SOUTHWEST OF, ALONG R.G.S.RY., FROM RIDGEWAY R.G.S.RY.
 JL0395'STATION.  ABOUT 1.3 MILES NORTH OF PEAK SIDING.  525 FEET SOUTH OF
 JL0395'MILE POST R-12.  345 FEET SOUTH OF WOODEN CULVERT UNDER RAILROAD.  36
 JL0395'FEET WEST OF CENTERLINE OF RIO GRANDE SOUTHERN R.R.  30 FEET WEST OF
 JL0395'TELEGRAPH POLE.  TABLET SET IN PRECAST CONCRETE POST.
 JL0395
 JL0395                          STATION RECOVERY (1952)
 JL0395
 JL0395'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 JL0395'LOCATED ABOUT 7.25 MI. WSW. OF RIDGWAY, COLORADO, ABOUT 12.5 MI.
 JL0395'NW. OF OURAY, COLORADO, JUST 36 FT. W. OF CENTERLINE OF RIO GRANDE,
 JL0395'AND SOUTHERN NARROW GAUGE TRACK.  (ABANDONED)
 JL0395'
 JL0395'THIS C AND GS BM WAS OCCUPIED AND MADE A USGS TRIANGULATION STATION.
 JL0395'
 JL0395'OBSERVATIONS CANNOT BE MADE TO THE W. FROM THIS STATION.
 JL0395'
 JL0395'TO REACH FROM RIDGWAY, COLORADO, GO W. ON COLORADO STATE HIGHWAY NO.
 JL0395'62 FOR ABOUT 9.3 MI. TO A SHARP U TURN, LEAVE HIGHWAY AND GO N. THRU
 JL0395'WIRE GATE AND ONTO DIM TRACK RD.  FOLLOW THIS TRACK RD. FOR ABOUT
 JL0395'1000 FT. N. TO RAILROAD TRACKS.  STATION IS ABOUT 500 FT. S. ON
 JL0395'RAILROAD TRACKS AND 36 FT. W. OF TRACK.  ALSO SEE USC AND GS LINE 52,
 JL0395'SECOND-ORDER LEVEL LINE FROM LASAL JUNCTION, UTAH, TO RIDGWAY,
 JL0395'COLORADO.  (COLORADO PORTION)
 JL0395'
 JL0395'STATION MARK--A USC AND GS LEVEL, ---BM N-147 1934---.
 JL0395'
 JL0395'REFERENCE MARK NO. 1--STANDARD USGS TABLET, STAMPED ---N-147 NO. 1
 JL0395'1952---, IN A STEEL PIPE, DRIVEN IN GROUND, 13.60 FT. FROM STATION,
 JL0395'S 82 DEG 37 MIN E.
 JL0395'
 JL0395'REFERENCE MARK NO. 2--STANDARD USGS TABLET, STAMPED ---N-147 NO. 2
 JL0395'1952---, IN A STEEL PIPE, DRIVEN IN GROUND, 24.13 FT. FROM STATION,
 JL0395'S 22 DEG 05 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0008 ***********************************************************************
 HM0008  CBN         -  This is a Cooperative Base Network Control Station.
 HM0008  DESIGNATION -  N 148
 HM0008  PID         -  HM0008
 HM0008  STATE/COUNTY-  CO/DOLORES
 HM0008  USGS QUAD   -  GROUNDHOG RESERVOIR (1964)
 HM0008
 HM0008                         *CURRENT SURVEY CONTROL
 HM0008  ___________________________________________________________________
 HM0008* NAD 83(1992)-  37 50 35.75894(N)    108 20 32.64647(W)     ADJUSTED  
 HM0008* NAVD 88     -      2402.651  (meters)    7882.70   (feet)  ADJUSTED  
 HM0008  ___________________________________________________________________
 HM0008  X           -  -1,587,637.641 (meters)                     COMP
 HM0008  Y           -  -4,788,682.139 (meters)                     COMP
 HM0008  Z           -   3,893,183.821 (meters)                     COMP
 HM0008  LAPLACE CORR-          10.66  (seconds)                    DEFLEC99
 HM0008  ELLIP HEIGHT-        2385.04  (meters)          (10/21/02) GPS OBS
 HM0008  GEOID HEIGHT-         -17.62  (meters)                     GEOID03
 HM0008  DYNAMIC HT  -        2399.470 (meters)    7872.26  (feet)  COMP
 HM0008  MODELED GRAV-     979,219.8   (mgal)                       NAVD 88
 HM0008
 HM0008  HORZ ORDER  -  B
 HM0008  VERT ORDER  -  SECOND    CLASS 0
 HM0008  ELLP ORDER  -  FOURTH    CLASS II
 HM0008
 HM0008.The horizontal coordinates were established by GPS observations
 HM0008.and adjusted by the National Geodetic Survey in May 1992..
 HM0008
 HM0008.The orthometric height was determined by differential leveling
 HM0008.and adjusted by the National Geodetic Survey in June 1991..
 HM0008
 HM0008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HM0008
 HM0008.The Laplace correction was computed from DEFLEC99 derived deflections.
 HM0008
 HM0008.The ellipsoidal height was determined by GPS observations
 HM0008.and is referenced to NAD 83.
 HM0008
 HM0008.The geoid height was determined by GEOID03.
 HM0008
 HM0008.The dynamic height is computed by dividing the NAVD 88
 HM0008.geopotential number by the normal gravity value computed on the
 HM0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0008.degrees latitude (g = 980.6199 gals.).
 HM0008
 HM0008.The modeled gravity was interpolated from observed gravity values.
 HM0008
 HM0008;                    North         East     Units Scale Factor Converg.
 HM0008;SPC CO S     -   439,190.253   664,268.540   MT  0.99994541   -1 44 36.5
 HM0008;SPC CO S     - 1,440,910.02  2,179,354.37   sFT  0.99994541   -1 44 36.5
 HM0008;UTM  12      - 4,191,753.929   733,846.673   MT  1.00027358   +1 37 52.3
 HM0008
 HM0008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HM0008!SPC CO S     -   0.99962589  x   0.99994541  =   0.99957132
 HM0008!UTM  12      -   0.99962589  x   1.00027358  =   0.99989936
 HM0008
 HM0008                          SUPERSEDED SURVEY CONTROL
 HM0008
 HM0008  NAD 83(1986)-  37 50 35.75468(N)    108 20 32.64574(W) AD(       ) 3
 HM0008  ELLIP H (05/26/92) 2385.09   (m)                       GP(       ) 4 1
 HM0008  NAVD 88 (05/26/92) 2402.65   (m)         7882.7    (f) LEVELING    3  
 HM0008  NGVD 29 (??/??/92) 2401.206  (m)         7877.96   (f) ADJ UNCH    2 0
 HM0008
 HM0008.Superseded values are not recommended for survey control.
 HM0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0008.See file dsdata.txt to determine how the superseded data were derived.
 HM0008
 HM0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG3384791754(NAD 83)
 HM0008_MARKER: DB = BENCH MARK DISK
 HM0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0008_SP_SET: CONCRETE POST
 HM0008_STAMPING: N-148 1934
 HM0008_MARK LOGO: CGS   
 HM0008_MAGNETIC: N = NO MAGNETIC MATERIAL
 HM0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0008+STABILITY: SURFACE MOTION
 HM0008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HM0008+SATELLITE: SATELLITE OBSERVATIONS - June 27, 1991
 HM0008
 HM0008  HISTORY     - Date     Condition        Report By
 HM0008  HISTORY     - 1934     MONUMENTED       CGS
 HM0008  HISTORY     - 19910627 GOOD             NGS
 HM0008
 HM0008                          STATION DESCRIPTION
 HM0008
 HM0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0008'27.1 MI S FROM NORWOOD.
 HM0008'27.1 MILES SOUTH OF, ALONG STATE HWY 147, FROM NORWOOD PUBLIC SCHOOL.
 HM0008'ABOUT 4.1 MILES SOUTH OF SUMMIT OF HIGHWAY OVER PASS ON NORTH SIDE OF
 HM0008'DISAPPOINTMENT VALLEY.  .8 MILE EAST OF CATTLE GUARD OVER HIGHWAY. 1
 HM0008'MILE NORTH OF WOODEN HWY. BRIDGE OVER CREEK.  500 FEET NORTH OF WOODEN
 HM0008'HWY. BRIDGE OVER SMALL CREEK.  50 FEET NORTHEAST OF CENTERLINE OF
 HM0008'STATE HWY. 147.  PRECAST CONCRETE POST SET ON OUTSIDE OF HIGHWAY
 HM0008'CURVE.  TABLET SET IN PRECAST CONCRETE POST.
 HM0008
 HM0008                          STATION RECOVERY (1991)
 HM0008
 HM0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HM0008'STATION IS LOCATED ABOUT 45 KM (28.0 MI) NORTH OF DOLORES, 50 KM
 HM0008'(31.1 MI) WEST-SOUTHWEST OF TELLURIDE, 4.5 KM (2.8 MI) NORTHWEST OF
 HM0008'THE NORTHWEST END OF THE NORTHWEST FINGER OF GROUNDHOG RESERVOIR, 1.5
 HM0008'KM (0.9 MI) NORTH OF BUCKHORN LODGE, ALONG A GRAVEL ROAD, AT THE
 HM0008'NORTH END OF A LARGE OPEN AREA, IN THE SOUTHEAST 1/4 OF SECTION 6, T
 HM0008'41 N, R 13 W.  OWNERSHIP--DEAN F. REDD, PO BOX 5, HINKLEY, UT 84635.
 HM0008'NOTE--ROUTE TO STATION IS NOT MAINTAINED DURING THE WINTER MONTHS.
 HM0008'THIS ROAD IS LOCALLY KNOWN AS THE DOLORES-NORWOOD ROAD.
 HM0008'TO REACH FROM THE DOLORES POST OFFICE, GO EAST ON STATE HIGHWAY 145
 HM0008'NORTH FOR 0.35 MI (0.56 KM) TO A PAVED STREET LEFT AT SIGN -MCPHEE
 HM0008'RESERVOIR-.  TURN LEFT, NORTH, ON PAVED STREET (BECOMES FOREST
 HM0008'SERVICE ROAD 526) FOR 7.45 MI (11.99 KM) TO A PAVED ROAD LEFT LEADING
 HM0008'TO MCPHEE RESERVOIR.  CONTINUE AHEAD ON PAVED, THEN GRAVEL ROAD FOR
 HM0008'9.5 MI (15.3 KM) TO ROAD 514 ON THE LEFT.  CONTINUE AHEAD ON ROAD 526
 HM0008'FOR 8.7 MI (14.0 KM) TO ROAD 533 ON THE RIGHT.  KEEP LEFT, NORTH, ON
 HM0008'ROAD 526 FOR 5.1 MI (8.2 KM) TO A FORK AT A COUNTY MAINTAINANCE YARD.
 HM0008'BEAR RIGHT, EAST, UPGRADE, ON THE DOLORES-NORWOOD ROAD FOR 1.4 MI
 HM0008'(2.3 KM) TO THE BUCKHORN LODGE ENTRANCE ON THE RIGHT.  CONTINUE AHEAD
 HM0008'FOR 0.95 MI (1.53 KM) TO THE STATION ON THE RIGHT AT NORTH END OF
 HM0008'CLEARING AND ON OUTSIDE OF A CURVE.
 HM0008'STATION MARK IS SET IN THE TOP OF A 15-CM SQUARE CONCRETE POST
 HM0008'PROJECTING 15 CM ABOVE GROUND ON THE SOUTH SLOPE OF HILL.  IT IS 23.0
 HM0008'M (75.5 FT) NORTHEAST OF, AND 1.5 M (4.9 FT) HIGHER THAN THE ROAD
 HM0008'CENTER, 19 M (62.3 FT) SOUTH OF THE TREE/BUSH LINE AND 0.5 M
 HM0008'(1.6 FT) WEST OF A FIBERGLASS WITNESS POST.
 HM0008'DESCRIBED BY G.R.HEID
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0320 ***********************************************************************
 HL0320  DESIGNATION -  N 149
 HL0320  PID         -  HL0320
 HL0320  STATE/COUNTY-  CO/DOLORES
 HL0320  USGS QUAD   -  MOUNT WILSON (1953)
 HL0320
 HL0320                         *CURRENT SURVEY CONTROL
 HL0320  ___________________________________________________________________
 HL0320* NAD 83(1986)-  37 46 21.     (N)    107 58 46.     (W)     SCALED    
 HL0320* NAVD 88     -      2853.816  (meters)    9362.89   (feet)  ADJUSTED  
 HL0320  ___________________________________________________________________
 HL0320  GEOID HEIGHT-         -16.25  (meters)                     GEOID03
 HL0320  DYNAMIC HT  -        2849.780 (meters)    9349.65  (feet)  COMP
 HL0320  MODELED GRAV-     979,111.9   (mgal)                       NAVD 88
 HL0320
 HL0320  VERT ORDER  -  SECOND    CLASS 0
 HL0320
 HL0320.The horizontal coordinates were scaled from a topographic map and have
 HL0320.an estimated accuracy of +/- 6 seconds.
 HL0320
 HL0320.The orthometric height was determined by differential leveling
 HL0320.and adjusted by the National Geodetic Survey in June 1991..
 HL0320
 HL0320.The geoid height was determined by GEOID03.
 HL0320
 HL0320.The dynamic height is computed by dividing the NAVD 88
 HL0320.geopotential number by the normal gravity value computed on the
 HL0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0320.degrees latitude (g = 980.6199 gals.).
 HL0320
 HL0320.The modeled gravity was interpolated from observed gravity values.
 HL0320
 HL0320;                    North         East    Units  Estimated Accuracy
 HL0320;SPC CO S     -   430,430.      695,990.      MT  (+/- 180 meters Scaled)
 HL0320
 HL0320                          SUPERSEDED SURVEY CONTROL
 HL0320
 HL0320  NGVD 29 (??/??/92) 2852.175  (m)         9357.51   (f) ADJ UNCH    2 0
 HL0320
 HL0320.Superseded values are not recommended for survey control.
 HL0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0320.See file dsdata.txt to determine how the superseded data were derived.
 HL0320
 HL0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB375847(NAD 83)
 HL0320_MARKER: DB = BENCH MARK DISK
 HL0320_SETTING: 66 = SET IN ROCK OUTCROP
 HL0320_SP_SET: SANDSTONE CLIFF
 HL0320_STAMPING: N 149 1934
 HL0320_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 HL0320+STABILITY: POSITION/ELEVATION WELL
 HL0320
 HL0320  HISTORY     - Date     Condition        Report By
 HL0320  HISTORY     - 1934     MONUMENTED       CGS
 HL0320  HISTORY     - 1952     GOOD             NGS
 HL0320
 HL0320                          STATION DESCRIPTION
 HL0320
 HL0320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 HL0320'6.9 MI NE FROM RICO.
 HL0320'6.9 MILES ALONG THE RIO GRANDE SOUTHERN ABANDONED RIGHT-OF-WAY FROM
 HL0320'THE OLD STATION AT RICO, DOLORES COUNTY, 445 FEET EAST OF A DIRT ROAD
 HL0320'CROSSING THE ABANDONED RIGHT-OF-WAY, 590 FEET NORTHEAST OF A ROAD
 HL0320'FORK, ABOUT 100 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 145, 12
 HL0320'FEET NORTH OF THE CENTERLINE OF THE ABANDONED RIGHT-OF-WAY, IN THE
 HL0320'FACE OF A SIDE OF A WHITE SANDSTONE CLIFF AND ABOUT 4 FEET ABOVE THE
 HL0320'GROUND. A STANDARD DISK, STAMPED N 149 1934 AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0016 ***********************************************************************
 LK0016  DESIGNATION -  N 15
 LK0016  PID         -  LK0016
 LK0016  STATE/COUNTY-  CO/SEDGWICK
 LK0016  USGS QUAD   -  VENANGO NW (1962)
 LK0016
 LK0016                         *CURRENT SURVEY CONTROL
 LK0016  ___________________________________________________________________
 LK0016* NAD 83(1986)-  40 54 34.     (N)    102 13 40.     (W)     SCALED    
 LK0016* NAVD 88     -      1152.517  (meters)    3781.22   (feet)  ADJUSTED  
 LK0016  ___________________________________________________________________
 LK0016  GEOID HEIGHT-         -20.50  (meters)                     GEOID03
 LK0016  DYNAMIC HT  -        1151.744 (meters)    3778.68  (feet)  COMP
 LK0016  MODELED GRAV-     979,913.1   (mgal)                       NAVD 88
 LK0016
 LK0016  VERT ORDER  -  FIRST     CLASS II
 LK0016
 LK0016.The horizontal coordinates were scaled from a topographic map and have
 LK0016.an estimated accuracy of +/- 6 seconds.
 LK0016
 LK0016.The orthometric height was determined by differential leveling
 LK0016.and adjusted by the National Geodetic Survey in June 1991..
 LK0016
 LK0016.The geoid height was determined by GEOID03.
 LK0016
 LK0016.The dynamic height is computed by dividing the NAVD 88
 LK0016.geopotential number by the normal gravity value computed on the
 LK0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0016.degrees latitude (g = 980.6199 gals.).
 LK0016
 LK0016.The modeled gravity was interpolated from observed gravity values.
 LK0016
 LK0016;                    North         East    Units  Estimated Accuracy
 LK0016;SPC CO N     -   484,890.    1,190,030.      MT  (+/- 180 meters Scaled)
 LK0016
 LK0016                          SUPERSEDED SURVEY CONTROL
 LK0016
 LK0016.No superseded survey control is available for this station.
 LK0016
 LK0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF334324(NAD 83)
 LK0016_MARKER: DB = BENCH MARK DISK
 LK0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0016_STAMPING: 3779.717 N 15 1926
 LK0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0016+STABILITY: SURFACE MOTION
 LK0016
 LK0016  HISTORY     - Date     Condition        Report By
 LK0016  HISTORY     - 1926     MONUMENTED       CGS
 LK0016  HISTORY     - 1941     GOOD             NGS
 LK0016  HISTORY     - 1960     MARK NOT FOUND   USGS
 LK0016
 LK0016                          STATION DESCRIPTION
 LK0016
 LK0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 LK0016'6 MI S FROM JULESBURG.
 LK0016'ABOUT 6 MILES SOUTH ALONG STATE HIGHWAY 51 FROM JULESBURG, AT THE
 LK0016'INTERSECTION OF AN EAST-AND-WEST ROAD, 90.3 FEET NORTH OF THE
 LK0016'ROAD, 27.9 FEET EAST OF THE HIGHWAY, 66.6 FEET NORTH OF A POINT
 LK0016'1.8 FEET WEST OF A FENCE CORNER, AND AT THE EDGE OF A BORROW DITCH.
 LK0016'A STANDARD DISK, STAMPED 3779.717 N 15 1926 AND SET IN THE TOP OF
 LK0016'A CONCRETE POST PROJECTING 10 INCHES ABOVE GROUND.
 LK0016
 LK0016                          STATION RECOVERY (1960)
 LK0016
 LK0016'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960
 LK0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0071 ***********************************************************************
 HM0071  DESIGNATION -  N 150
 HM0071  PID         -  HM0071
 HM0071  STATE/COUNTY-  CO/MONTEZUMA
 HM0071  USGS QUAD   -  DOLORES WEST (1965)
 HM0071
 HM0071                         *CURRENT SURVEY CONTROL
 HM0071  ___________________________________________________________________
 HM0071* NAD 83(1986)-  37 28 24.     (N)    108 30 16.     (W)     SCALED    
 HM0071* NAVD 88     -      2115.465  (meters)    6940.49   (feet)  ADJUSTED  
 HM0071  ___________________________________________________________________
 HM0071  GEOID HEIGHT-         -19.06  (meters)                     GEOID03
 HM0071  DYNAMIC HT  -        2112.765 (meters)    6931.63  (feet)  COMP
 HM0071  MODELED GRAV-     979,278.7   (mgal)                       NAVD 88
 HM0071
 HM0071  VERT ORDER  -  FIRST     CLASS II
 HM0071
 HM0071.The horizontal coordinates were scaled from a topographic map and have
 HM0071.an estimated accuracy of +/- 6 seconds.
 HM0071
 HM0071.The orthometric height was determined by differential leveling
 HM0071.and adjusted by the National Geodetic Survey in June 1991..
 HM0071
 HM0071.The geoid height was determined by GEOID03.
 HM0071
 HM0071.The dynamic height is computed by dividing the NAVD 88
 HM0071.geopotential number by the normal gravity value computed on the
 HM0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0071.degrees latitude (g = 980.6199 gals.).
 HM0071
 HM0071.The modeled gravity was interpolated from observed gravity values.
 HM0071
 HM0071;                    North         East    Units  Estimated Accuracy
 HM0071;SPC CO S     -   398,600.      648,690.      MT  (+/- 180 meters Scaled)
 HM0071
 HM0071                          SUPERSEDED SURVEY CONTROL
 HM0071
 HM0071  NGVD 29 (??/??/92) 2114.249  (m)         6936.50   (f) ADJ UNCH    1 2
 HM0071
 HM0071.Superseded values are not recommended for survey control.
 HM0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0071.See file dsdata.txt to determine how the superseded data were derived.
 HM0071
 HM0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG206503(NAD 83)
 HM0071_MARKER: DB = BENCH MARK DISK
 HM0071_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HM0071_SP_SET: PILLAR
 HM0071_STAMPING: N 150 1934
 HM0071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HM0071
 HM0071  HISTORY     - Date     Condition        Report By
 HM0071  HISTORY     - 1934     MONUMENTED       CGS
 HM0071  HISTORY     - 1945     GOOD             NGS
 HM0071  HISTORY     - 1965     MARK NOT FOUND   NGS
 HM0071
 HM0071                          STATION DESCRIPTION
 HM0071
 HM0071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 HM0071'IN DOLORES.
 HM0071'AT DOLORES, MONTEZUMA COUNTY, AT THE C. W. LILLY BUILDING HOUSING THE
 HM0071'POST OFFICE IN 1941, 8 FEET SOUTH OF THE CENTER OF THE MAIN ENTRANCE
 HM0071'TO THE POST OFFICE, THE FACE OF THE CENTER PILLAR, 110 FEET SOUTH OF
 HM0071'THE CENTER-LINE OF MAIN STREET, 36 FEET WEST OF THE CENTER-LINE OF
 HM0071'FOURTH STREET, AND 3.5 FEET ABOVE THE SIDEWALK.  A STANDARD DISK,
 HM0071'STAMPED N 150 1934 AND SET VERTICALLY.
 HM0071
 HM0071                          STATION RECOVERY (1965)
 HM0071
 HM0071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HM0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0117 ***********************************************************************
 LN0117  DESIGNATION -  N 151
 LN0117  PID         -  LN0117
 LN0117  STATE/COUNTY-  CO/RIO BLANCO
 LN0117  USGS QUAD   -  RANGELY (1972)
 LN0117
 LN0117                         *CURRENT SURVEY CONTROL
 LN0117  ___________________________________________________________________
 LN0117* NAD 83(1986)-  40 02 10.     (N)    108 48 14.     (W)     SCALED    
 LN0117* NAVD 88     -      1776.704  (meters)    5829.07   (feet)  ADJUSTED  
 LN0117  ___________________________________________________________________
 LN0117  GEOID HEIGHT-         -16.49  (meters)                     GEOID03
 LN0117  DYNAMIC HT  -        1775.029 (meters)    5823.57  (feet)  COMP
 LN0117  MODELED GRAV-     979,620.1   (mgal)                       NAVD 88
 LN0117
 LN0117  VERT ORDER  -  SECOND    CLASS 0
 LN0117
 LN0117.The horizontal coordinates were scaled from a topographic map and have
 LN0117.an estimated accuracy of +/- 6 seconds.
 LN0117
 LN0117.The orthometric height was determined by differential leveling
 LN0117.and adjusted by the National Geodetic Survey in June 1991..
 LN0117
 LN0117.The geoid height was determined by GEOID03.
 LN0117
 LN0117.The dynamic height is computed by dividing the NAVD 88
 LN0117.geopotential number by the normal gravity value computed on the
 LN0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0117.degrees latitude (g = 980.6199 gals.).
 LN0117
 LN0117.The modeled gravity was interpolated from observed gravity values.
 LN0117
 LN0117;                    North         East    Units  Estimated Accuracy
 LN0117;SPC CO N     -   388,080.      632,490.      MT  (+/- 180 meters Scaled)
 LN0117
 LN0117                          SUPERSEDED SURVEY CONTROL
 LN0117
 LN0117  NGVD 29 (??/??/92) 1775.480  (m)         5825.05   (f) ADJ UNCH    2 0
 LN0117
 LN0117.Superseded values are not recommended for survey control.
 LN0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0117.See file dsdata.txt to determine how the superseded data were derived.
 LN0117
 LN0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK873340(NAD 83)
 LN0117_MARKER: DB = BENCH MARK DISK
 LN0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0117_STAMPING: N 151 1934
 LN0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0117+STABILITY: SURFACE MOTION
 LN0117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LN0117+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2006
 LN0117
 LN0117  HISTORY     - Date     Condition        Report By
 LN0117  HISTORY     - 1934     MONUMENTED       CGS
 LN0117  HISTORY     - 1962     GOOD             USGS
 LN0117  HISTORY     - 1984     GOOD             NGS
 LN0117  HISTORY     - 20060522 GOOD             GEOCAC
 LN0117
 LN0117                          STATION DESCRIPTION
 LN0117
 LN0117'DESCRIBED BY US GEOLOGICAL SURVEY 1962
 LN0117'3.7 MI SW FROM RANGELY.
 LN0117'ABOUT 3.7 MI. SW ALONG THE ROAD LEADING TO DRAGON, UTAH FROM THE
 LN0117'HOSPITAL AT RANGELY, COLO., AT THE SUMMIT OF A SMALL HILL NOW USED AS
 LN0117'AN EASTER SUNRISE SERVICE AREA, APPROXIMATELY 175 FT. NE OF JUNCTION
 LN0117'OF DRIVEWAY LEADING TO SUNRISE AREA AND 60 FEET SE OF ROAD.  A
 LN0117'STANDARD TABLET, STPD. N 151 1934 AND SET IN THE TOP OF A CONCRETE
 LN0117'POST.
 LN0117
 LN0117                          STATION RECOVERY (1984)
 LN0117
 LN0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LN0117'RECOVERED IN GOOD CONDITION.
 LN0117
 LN0117                          STATION RECOVERY (2006)
 LN0117
 LN0117'RECOVERY NOTE BY GEOCACHING 2006 (WD)
 LN0117'HANDHELD COORDINATES ARE N40-02-10.08 W108-48-15.84.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KM0101 ***********************************************************************
 KM0101  DESIGNATION -  N 152
 KM0101  PID         -  KM0101
 KM0101  STATE/COUNTY-  CO/RIO BLANCO
 KM0101  USGS QUAD   -  BIG FOUNDATION CREEK (1964)
 KM0101
 KM0101                         *CURRENT SURVEY CONTROL
 KM0101  ___________________________________________________________________
 KM0101* NAD 83(1986)-  39 42 29.     (N)    108 47 55.     (W)     SCALED    
 KM0101* NAVD 88     -      2021.838  (meters)    6633.31   (feet)  ADJUSTED  
 KM0101  ___________________________________________________________________
 KM0101  GEOID HEIGHT-         -16.02  (meters)                     GEOID03
 KM0101  DYNAMIC HT  -        2019.764 (meters)    6626.51  (feet)  COMP
 KM0101  MODELED GRAV-     979,528.5   (mgal)                       NAVD 88
 KM0101
 KM0101  VERT ORDER  -  SECOND    CLASS 0
 KM0101
 KM0101.The horizontal coordinates were scaled from a topographic map and have
 KM0101.an estimated accuracy of +/- 6 seconds.
 KM0101
 KM0101.The orthometric height was determined by differential leveling
 KM0101.and adjusted by the National Geodetic Survey in June 1991..
 KM0101
 KM0101.The geoid height was determined by GEOID03.
 KM0101
 KM0101.The dynamic height is computed by dividing the NAVD 88
 KM0101.geopotential number by the normal gravity value computed on the
 KM0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KM0101.degrees latitude (g = 980.6199 gals.).
 KM0101
 KM0101.The modeled gravity was interpolated from observed gravity values.
 KM0101
 KM0101;                    North         East    Units  Estimated Accuracy
 KM0101;SPC CO N     -   351,670.      631,590.      MT  (+/- 180 meters Scaled)
 KM0101
 KM0101                          SUPERSEDED SURVEY CONTROL
 KM0101
 KM0101  NGVD 29 (??/??/92) 2020.530  (m)         6629.02   (f) ADJ UNCH    2 0
 KM0101
 KM0101.Superseded values are not recommended for survey control.
 KM0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KM0101.See file dsdata.txt to determine how the superseded data were derived.
 KM0101
 KM0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXJ887976(NAD 83)
 KM0101_MARKER: DB = BENCH MARK DISK
 KM0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KM0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KM0101_STAMPING: N-152 1934
 KM0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KM0101+STABILITY: SURFACE MOTION
 KM0101
 KM0101  HISTORY     - Date     Condition        Report By
 KM0101  HISTORY     - 1934     MONUMENTED       CGS
 KM0101  HISTORY     - 1964     POOR             USGS
 KM0101  HISTORY     - 1984     MARK NOT FOUND   NGS
 KM0101
 KM0101                          STATION DESCRIPTION
 KM0101
 KM0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KM0101'8.8 MI N FROM DOUGLAS PASS.
 KM0101'8.8 MILES NORTH OF DOUGLAS PASS B.M., ALONG STATE HWY. 139.  SUMMIT OF
 KM0101'SMALL RISE AT FOOT OF ROCKY HILL.  ABOUT 0.4 MILE SOUTHEAST OF DOUGLAS
 KM0101'CREEK SCHOOL.  0.3 MILE SOUTHEAST OF SMALL LOG HOUSE WITH MUD ROOF ON
 KM0101'NORTHEAST SIDE OF DOUGLAS CREEK.  75 FEET WEST OF CONSPICUOUS BOULDER
 KM0101'12 FT. SQUARE AND 12 FT. HIGH ON NORTHEAST SIDE OF HIGHWAY. 30 FEET
 KM0101'NORTHEAST OF CENTERLINE OF STATE HWY. 139.  0.3 FEET BELOW LEVEL OF
 KM0101'HIGHWAY.
 KM0101
 KM0101                          STATION RECOVERY (1964)
 KM0101
 KM0101'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 KM0101'MARK RECOVERED IN POOR CONDITION.
 KM0101
 KM0101                          STATION RECOVERY (1984)
 KM0101
 KM0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KM0101'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0482 ***********************************************************************
 LM0482  DESIGNATION -  N 153
 LM0482  PID         -  LM0482
 LM0482  STATE/COUNTY-  CO/RIO BLANCO
 LM0482  USGS QUAD   -  MEEKER (1966)
 LM0482
 LM0482                         *CURRENT SURVEY CONTROL
 LM0482  ___________________________________________________________________
 LM0482* NAD 83(1986)-  40 01 27.     (N)    107 57 59.     (W)     SCALED    
 LM0482* NAVD 88     -      1882.199  (meters)    6175.18   (feet)  ADJUSTED  
 LM0482  ___________________________________________________________________
 LM0482  GEOID HEIGHT-         -15.77  (meters)                     GEOID03
 LM0482  DYNAMIC HT  -        1880.272 (meters)    6168.86  (feet)  COMP
 LM0482  MODELED GRAV-     979,535.7   (mgal)                       NAVD 88
 LM0482
 LM0482  VERT ORDER  -  SECOND    CLASS 0
 LM0482
 LM0482.The horizontal coordinates were scaled from a topographic map and have
 LM0482.an estimated accuracy of +/- 6 seconds.
 LM0482
 LM0482.The orthometric height was determined by differential leveling
 LM0482.and adjusted by the National Geodetic Survey in June 1991..
 LM0482
 LM0482.The geoid height was determined by GEOID03.
 LM0482
 LM0482.The dynamic height is computed by dividing the NAVD 88
 LM0482.geopotential number by the normal gravity value computed on the
 LM0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0482.degrees latitude (g = 980.6199 gals.).
 LM0482
 LM0482.The modeled gravity was interpolated from observed gravity values.
 LM0482
 LM0482;                    North         East    Units  Estimated Accuracy
 LM0482;SPC CO N     -   384,430.      703,900.      MT  (+/- 180 meters Scaled)
 LM0482
 LM0482                          SUPERSEDED SURVEY CONTROL
 LM0482
 LM0482  NGVD 29 (??/??/92) 1880.875  (m)         6170.84   (f) ADJ UNCH    2 0
 LM0482
 LM0482.Superseded values are not recommended for survey control.
 LM0482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0482.See file dsdata.txt to determine how the superseded data were derived.
 LM0482
 LM0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE468346(NAD 83)
 LM0482_MARKER: DB = BENCH MARK DISK
 LM0482_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LM0482_SP_SET: FOUNDATION
 LM0482_STAMPING: N 153 1934
 LM0482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LM0482
 LM0482  HISTORY     - Date     Condition        Report By
 LM0482  HISTORY     - 1934     MONUMENTED       CGS
 LM0482  HISTORY     - 1966     GOOD             NGS
 LM0482
 LM0482                          STATION DESCRIPTION
 LM0482
 LM0482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 LM0482'3.25 MI SW FROM MEEKER.
 LM0482'2.7 MILES SOUTHWEST ALONG STATE HIGHWAY 13 FROM THE FIRE STATION IN
 LM0482'MEEKER, THENCE 0.5 MILE NORTHWEST ALONG STATE HIGHWAY 64, THENCE 0.05
 LM0482'MILE SOUTH ALONG A GRAVEL ROAD, DIRECTLY UNDER AN EAST-WEST TELEPHONE
 LM0482'LINE, 30 FEET EAST OF THE CENTER LINE OF THE ROAD, 6.0 FEET NORTHEAST
 LM0482'OF THE NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF AN ABANDONED
 LM0482'MONUMENT, 1.6 FEET WEST OF A FENCE AND IN THE TOP OF A CONCRETE
 LM0482'MONUMENT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0437 ***********************************************************************
 LM0437  DESIGNATION -  N 154
 LM0437  PID         -  LM0437
 LM0437  STATE/COUNTY-  CO/MOFFAT
 LM0437  USGS QUAD   -  CASTOR GULCH (1966)
 LM0437
 LM0437                         *CURRENT SURVEY CONTROL
 LM0437  ___________________________________________________________________
 LM0437* NAD 83(1986)-  40 28 13.     (N)    107 35 20.     (W)     SCALED    
 LM0437* NAVD 88     -      1922.265  (meters)    6306.63   (feet)  ADJUSTED  
 LM0437  ___________________________________________________________________
 LM0437  GEOID HEIGHT-         -14.64  (meters)                     GEOID03
 LM0437  DYNAMIC HT  -        1920.447 (meters)    6300.67  (feet)  COMP
 LM0437  MODELED GRAV-     979,610.9   (mgal)                       NAVD 88
 LM0437
 LM0437  VERT ORDER  -  SECOND    CLASS 0
 LM0437
 LM0437.The horizontal coordinates were scaled from a topographic map and have
 LM0437.an estimated accuracy of +/- 6 seconds.
 LM0437
 LM0437.The orthometric height was determined by differential leveling
 LM0437.and adjusted by the National Geodetic Survey in June 1991..
 LM0437
 LM0437.The geoid height was determined by GEOID03.
 LM0437
 LM0437.The dynamic height is computed by dividing the NAVD 88
 LM0437.geopotential number by the normal gravity value computed on the
 LM0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0437.degrees latitude (g = 980.6199 gals.).
 LM0437
 LM0437.The modeled gravity was interpolated from observed gravity values.
 LM0437
 LM0437;                    North         East    Units  Estimated Accuracy
 LM0437;SPC CO N     -   433,120.      737,280.      MT  (+/- 180 meters Scaled)
 LM0437
 LM0437                          SUPERSEDED SURVEY CONTROL
 LM0437
 LM0437  NGVD 29 (??/??/92) 1921.065  (m)         6302.69   (f) ADJ UNCH    2 0
 LM0437
 LM0437.Superseded values are not recommended for survey control.
 LM0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0437.See file dsdata.txt to determine how the superseded data were derived.
 LM0437
 LM0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE805831(NAD 83)
 LM0437_MARKER: DB = BENCH MARK DISK
 LM0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0437_STAMPING: N-154 1934
 LM0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0437+STABILITY: SURFACE MOTION
 LM0437
 LM0437  HISTORY     - Date     Condition        Report By
 LM0437  HISTORY     - 1934     MONUMENTED       CGS
 LM0437  HISTORY     - 1975     GOOD             LOCENG
 LM0437
 LM0437                          STATION DESCRIPTION
 LM0437
 LM0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LM0437'4.0 MI SW FROM CRAIG.
 LM0437'4.0 MILES SOUTHWEST OF CRAIG R.R. STATION ALONG STATE HWY. 13. SUMMIT
 LM0437'OF SMALL HILL AT DOUBLE GATE.  0.4 MILE SOUTHWEST OF WOODEN HIGHWAY
 LM0437'BRIDGE.  70 FEET EAST OF TELEPHONE POLE NO. 2864 45 FEET SOUTHEAST OF
 LM0437'CENTERLINE OF STATE HWY. 13.  35 FEET NORTHEAST OF CENTERLINE OF
 LM0437'GATEWAY AT DIAGONAL FENCE.  18 FEET NORTH OF CENTERLINE OF ROAD
 LM0437'LEADING EAST PARALLEL TO FENCE.  3 FEET SOUTHEAST OF FENCE PARALLEL TO
 LM0437'HIGHWAY.  TABLET SET IN PRECAST CONCRETE POST.
 LM0437
 LM0437                          STATION RECOVERY (1975)
 LM0437
 LM0437'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 LM0437'CAP IS LOCATED APPROX 60 FT. FROM CENTERLINE OF HIWAY 13 AND 789 (OLD
 LM0437'ROUTE) TO SOUTHEAST, AND 50 FT. N.E. APPROX FROM TURNOUT TO FIELD
 LM0437'ACCESS ROAD (DIRT). THERE HAS BEEN RECENT CONSTRUCTION IN THIS AREA.
 LM0437'CAP IS ENCLOSED BY 6 FT. SQUARE 2 X 4 IN. BOARD FENCE, 2 FT. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0543 ***********************************************************************
 KL0543  DESIGNATION -  N 155
 KL0543  PID         -  KL0543
 KL0543  STATE/COUNTY-  CO/RIO BLANCO
 KL0543  USGS QUAD   -  LO 7 HILL (1987)
 KL0543
 KL0543                         *CURRENT SURVEY CONTROL
 KL0543  ___________________________________________________________________
 KL0543* NAD 83(1986)-  39 55 31.     (N)    107 57 45.     (W)     SCALED    
 KL0543* NAVD 88     -      2071.315  (meters)    6795.64   (feet)  ADJUSTED  
 KL0543  ___________________________________________________________________
 KL0543  GEOID HEIGHT-         -15.66  (meters)                     GEOID03
 KL0543  DYNAMIC HT  -        2069.109 (meters)    6788.40  (feet)  COMP
 KL0543  MODELED GRAV-     979,487.7   (mgal)                       NAVD 88
 KL0543
 KL0543  VERT ORDER  -  SECOND    CLASS 0
 KL0543
 KL0543.The horizontal coordinates were scaled from a topographic map and have
 KL0543.an estimated accuracy of +/- 6 seconds.
 KL0543
 KL0543.The orthometric height was determined by differential leveling
 KL0543.and adjusted by the National Geodetic Survey in June 1991..
 KL0543
 KL0543.The geoid height was determined by GEOID03.
 KL0543
 KL0543.The dynamic height is computed by dividing the NAVD 88
 KL0543.geopotential number by the normal gravity value computed on the
 KL0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0543.degrees latitude (g = 980.6199 gals.).
 KL0543
 KL0543.The modeled gravity was interpolated from observed gravity values.
 KL0543
 KL0543;                    North         East    Units  Estimated Accuracy
 KL0543;SPC CO N     -   373,450.      703,920.      MT  (+/- 180 meters Scaled)
 KL0543
 KL0543                          SUPERSEDED SURVEY CONTROL
 KL0543
 KL0543  NGVD 29 (??/??/92) 2069.941  (m)         6791.13   (f) ADJ UNCH    2 0
 KL0543
 KL0543.Superseded values are not recommended for survey control.
 KL0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0543.See file dsdata.txt to determine how the superseded data were derived.
 KL0543
 KL0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBE468236(NAD 83)
 KL0543_MARKER: DB = BENCH MARK DISK
 KL0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0543_STAMPING: N 155 1934
 KL0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0543+STABILITY: SURFACE MOTION
 KL0543
 KL0543  HISTORY     - Date     Condition        Report By
 KL0543  HISTORY     - 1934     MONUMENTED       CGS
 KL0543  HISTORY     - 1963     MARK NOT FOUND   USGS
 KL0543
 KL0543                          STATION DESCRIPTION
 KL0543
 KL0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KL0543'10.6 MI S FROM MEEKER.
 KL0543'10.6 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE HIGH SCHOOL AT
 KL0543'MEEKER, ABOUT 0.1 MILE WEST OF A LOG CABIN WITH TIN ROOF, ABOUT 130
 KL0543'FEET NORTHWEST OF A CORRUGATED PIPE CULVERT WITH CONCRETE HEADWALLS,
 KL0543'WHERE THE OLD ROAD GRADE MAKES A SMALL LOOP TO THE SOUTHWEST OF THE
 KL0543'NEW HIGHWAY, 45 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 9
 KL0543'FEET SOUTHWEST OF THE CENTER LINE OF THE OLD ROAD GRADE, 7 FEET
 KL0543'NORTHEAST OF A FENCE, AND ABOUT 3 FEET LOWER THAN THE HIGHWAY, AND SET
 KL0543'IN THE TOP OF A CONCRETE POST.  NOTE-- PROBABLY BURRIED, THE COUNTY
 KL0543'SURVEYOR STATES THAT IT WAS NOT DESTROYED DURING HIGHWAY CONSTRUCTION.
 KL0543
 KL0543                          STATION RECOVERY (1963)
 KL0543
 KL0543'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1963
 KL0543'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0503 ***********************************************************************
 KL0503  DESIGNATION -  N 156
 KL0503  PID         -  KL0503
 KL0503  STATE/COUNTY-  CO/PITKIN
 KL0503  USGS QUAD   -  REDSTONE (1987)
 KL0503
 KL0503                         *CURRENT SURVEY CONTROL
 KL0503  ___________________________________________________________________
 KL0503* NAD 83(1986)-  39 11 37.     (N)    107 13 58.     (W)     SCALED    
 KL0503* NAVD 88     -      2176.667  (meters)    7141.28   (feet)  ADJUSTED  
 KL0503  ___________________________________________________________________
 KL0503  GEOID HEIGHT-         -14.51  (meters)                     GEOID03
 KL0503  DYNAMIC HT  -        2174.051 (meters)    7132.70  (feet)  COMP
 KL0503  MODELED GRAV-     979,349.0   (mgal)                       NAVD 88
 KL0503
 KL0503  VERT ORDER  -  SECOND    CLASS 0
 KL0503
 KL0503.The horizontal coordinates were scaled from a topographic map and have
 KL0503.an estimated accuracy of +/- 6 seconds.
 KL0503
 KL0503.The orthometric height was determined by differential leveling
 KL0503.and adjusted by the National Geodetic Survey in June 1991..
 KL0503
 KL0503.The geoid height was determined by GEOID03.
 KL0503
 KL0503.The dynamic height is computed by dividing the NAVD 88
 KL0503.geopotential number by the normal gravity value computed on the
 KL0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0503.degrees latitude (g = 980.6199 gals.).
 KL0503
 KL0503.The modeled gravity was interpolated from observed gravity values.
 KL0503
 KL0503;                    North         East    Units  Estimated Accuracy
 KL0503;SPC CO C     -   457,230.      764,730.      MT  (+/- 180 meters Scaled)
 KL0503
 KL0503                          SUPERSEDED SURVEY CONTROL
 KL0503
 KL0503  NGVD 29 (??/??/92) 2175.120  (m)         7136.21   (f) ADJ UNCH    2 0
 KL0503
 KL0503.Superseded values are not recommended for survey control.
 KL0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0503.See file dsdata.txt to determine how the superseded data were derived.
 KL0503
 KL0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD071406(NAD 83)
 KL0503_MARKER: DB = BENCH MARK DISK
 KL0503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0503_STAMPING: N 156 1934
 KL0503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0503+STABILITY: SURFACE MOTION
 KL0503
 KL0503  HISTORY     - Date     Condition        Report By
 KL0503  HISTORY     - 1934     MONUMENTED       CGS
 KL0503  HISTORY     - 1959     MARK NOT FOUND   USGS
 KL0503  HISTORY     - 19950816 MARK NOT FOUND   USPSQD
 KL0503
 KL0503                          STATION DESCRIPTION
 KL0503
 KL0503'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 KL0503'1.1 MI N FROM REDSTONE.
 KL0503'1.1 MILES NORTH ALONG THE OLD ROADBED OF THE ABANDONED CRYSTAL RIVER
 KL0503'AND SAN JUAN RAILROAD FROM THE STATION AT REDSTONE, 0.2 MILE SOUTH OF
 KL0503'THE REDSTONE CAMPGROUND, 255 FEET SOUTH OF A SWITCH, 72 FEET SOUTHEAST
 KL0503'OF THE SOUTH END OF A SIDING, 40 FEET WEST OF THE CENTERLINE OF STATE
 KL0503'HIGHWAY 133, 50 FEET EAST OF THE CENTERLINE OF THE OLD ROADBED, AND 21
 KL0503'FEET NORTHEAST OF A POLE.  A STANDARD DISK, STAMPED N 156 1934 AND SET
 KL0503'IN THE TOP OF A CONCRETE POST.
 KL0503
 KL0503                          STATION RECOVERY (1995)
 KL0503
 KL0503'RECOVERY NOTE BY US POWER SQUADRON 1995
 KL0503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0271 ***********************************************************************
 JL0271  DESIGNATION -  N 157
 JL0271  PID         -  JL0271
 JL0271  STATE/COUNTY-  CO/GUNNISON
 JL0271  USGS QUAD   -  MARCELLINA MTN (1973)
 JL0271
 JL0271                         *CURRENT SURVEY CONTROL
 JL0271  ___________________________________________________________________
 JL0271* NAD 83(1986)-  38 54 40.     (N)    107 13 56.     (W)     SCALED    
 JL0271* NAVD 88     -      2617.476  (meters)    8587.50   (feet)  ADJUSTED  
 JL0271  ___________________________________________________________________
 JL0271  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 JL0271  DYNAMIC HT  -        2614.145 (meters)    8576.57  (feet)  COMP
 JL0271  MODELED GRAV-     979,261.0   (mgal)                       NAVD 88
 JL0271
 JL0271  VERT ORDER  -  SECOND    CLASS 0
 JL0271
 JL0271.The horizontal coordinates were scaled from a topographic map and have
 JL0271.an estimated accuracy of +/- 6 seconds.
 JL0271
 JL0271.The orthometric height was determined by differential leveling
 JL0271.and adjusted by the National Geodetic Survey in June 1991..
 JL0271
 JL0271.The geoid height was determined by GEOID03.
 JL0271
 JL0271.The dynamic height is computed by dividing the NAVD 88
 JL0271.geopotential number by the normal gravity value computed on the
 JL0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0271.degrees latitude (g = 980.6199 gals.).
 JL0271
 JL0271.The modeled gravity was interpolated from observed gravity values.
 JL0271
 JL0271;                    North         East    Units  Estimated Accuracy
 JL0271;SPC CO C     -   425,870.      764,180.      MT  (+/- 180 meters Scaled)
 JL0271
 JL0271                          SUPERSEDED SURVEY CONTROL
 JL0271
 JL0271  NGVD 29 (??/??/92) 2615.754  (m)         8581.85   (f) ADJ UNCH    2 0
 JL0271
 JL0271.Superseded values are not recommended for survey control.
 JL0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0271.See file dsdata.txt to determine how the superseded data were derived.
 JL0271
 JL0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD064092(NAD 83)
 JL0271_MARKER: DB = BENCH MARK DISK
 JL0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0271_STAMPING: N 157 1934
 JL0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0271+STABILITY: SURFACE MOTION
 JL0271
 JL0271  HISTORY     - Date     Condition        Report By
 JL0271  HISTORY     - 1934     MONUMENTED       CGS
 JL0271  HISTORY     - 1959     GOOD             USGS
 JL0271  HISTORY     - 1969     GOOD             NGS
 JL0271
 JL0271                          STATION DESCRIPTION
 JL0271
 JL0271'DESCRIBED BY US GEOLOGICAL SURVEY 1959
 JL0271'10.6 MI NW FROM KEBLER PASS.
 JL0271'10.9 MILES NORTHWEST ALONG STATE HIGHWAY 135 FROM THE SUMMIT OF KEBLER
 JL0271'PASS, AT THE EAST END OF A HORSESHOE CURVE, 39 FEET EAST OF THE
 JL0271'NORTHEAST END OF A ROCK CULVERT, 42 FEET NORTHEAST OF THE CENTERLINE
 JL0271'OF THE HIGHWAY, 21 FEET SOUTH OF THE CENTERLINE OF A ROAD LEADING EAST
 JL0271'THROUGH A THICK GROVE OF ASPEN TREES, AND 2.2 FEET SOUTHWEST OF A
 JL0271'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED N 157 1934 AND
 JL0271'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE GROUND.
 JL0271'NOTE-- THE MARK IS 10.6 MILES NORTHWEST ALONG STATE HIGHWAY 135 FROM
 JL0271'THE SUMMIT OF THE NEW KEBLER PASS.
 JL0271
 JL0271                          STATION RECOVERY (1969)
 JL0271
 JL0271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 JL0271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0536 ***********************************************************************
 KL0536  DESIGNATION -  N 158
 KL0536  PID         -  KL0536
 KL0536  STATE/COUNTY-  CO/GARFIELD
 KL0536  USGS QUAD   -  CATTLE CREEK (1987)
 KL0536
 KL0536                         *CURRENT SURVEY CONTROL
 KL0536  ___________________________________________________________________
 KL0536* NAD 83(1986)-  39 27 32.     (N)    107 15 51.     (W)     SCALED    
 KL0536* NAVD 88     -      1837.882  (meters)    6029.78   (feet)  ADJUSTED  
 KL0536  ___________________________________________________________________
 KL0536  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 KL0536  DYNAMIC HT  -        1835.839 (meters)    6023.08  (feet)  COMP
 KL0536  MODELED GRAV-     979,451.8   (mgal)                       NAVD 88
 KL0536
 KL0536  VERT ORDER  -  SECOND    CLASS 0
 KL0536
 KL0536.The horizontal coordinates were scaled from a topographic map and have
 KL0536.an estimated accuracy of +/- 6 seconds.
 KL0536
 KL0536.The orthometric height was determined by differential leveling
 KL0536.and adjusted by the National Geodetic Survey in June 1991..
 KL0536
 KL0536.The geoid height was determined by GEOID03.
 KL0536
 KL0536.The dynamic height is computed by dividing the NAVD 88
 KL0536.geopotential number by the normal gravity value computed on the
 KL0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0536.degrees latitude (g = 980.6199 gals.).
 KL0536
 KL0536.The modeled gravity was interpolated from observed gravity values.
 KL0536
 KL0536;                    North         East    Units  Estimated Accuracy
 KL0536;SPC CO C     -   486,730.      762,590.      MT  (+/- 180 meters Scaled)
 KL0536
 KL0536                          SUPERSEDED SURVEY CONTROL
 KL0536
 KL0536  NGVD 29 (??/??/92) 1836.518  (m)         6025.31   (f) ADJ UNCH    2 0
 KL0536
 KL0536.Superseded values are not recommended for survey control.
 KL0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0536.See file dsdata.txt to determine how the superseded data were derived.
 KL0536
 KL0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD052701(NAD 83)
 KL0536_MARKER: DB = BENCH MARK DISK
 KL0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0536_STAMPING: N 158 1934
 KL0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0536+STABILITY: SURFACE MOTION
 KL0536
 KL0536  HISTORY     - Date     Condition        Report By
 KL0536  HISTORY     - 1934     MONUMENTED       CGS
 KL0536
 KL0536                          STATION DESCRIPTION
 KL0536
 KL0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KL0536'5.0 MI NW FROM CARBONDALE.
 KL0536'5.0 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KL0536'FROM THE STATION AT CARBONDALE, GARFIELD COUNTY, 66 FEET NORTHWEST OF
 KL0536'THE SOUTHEAST SWITCH OF THE SIDING AT CATTLE CREEK, 57 FEET NORTHWEST
 KL0536'OF MILEPOST 368, 235 FEET WEST OF THE WEST CORNER OF THE FENCE AROUND
 KL0536'A RED SCHOOLHOUSE, 75 FEET NORTHWEST OF THE CENTER OF A ROAD CROSSING,
 KL0536'27 FEET SOUTHWEST OF THE CENTERLINE OF THE MAIN TRACK, AND 4 FEET
 KL0536'SOUTHEAST OF A POLE.  A STANDARD DISK, STAMPED N 158 1934 AND SET IN
 KL0536'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0300 ***********************************************************************
 KL0300  DESIGNATION -  N 159
 KL0300  PID         -  KL0300
 KL0300  STATE/COUNTY-  CO/PITKIN
 KL0300  USGS QUAD   -  ASPEN (1987)
 KL0300
 KL0300                         *CURRENT SURVEY CONTROL
 KL0300  ___________________________________________________________________
 KL0300* NAD 83(1986)-  39 09 26.     (N)    106 47 07.     (W)     SCALED    
 KL0300* NAVD 88     -      2450.842  (meters)    8040.80   (feet)  ADJUSTED  
 KL0300  ___________________________________________________________________
 KL0300  GEOID HEIGHT-         -13.42  (meters)                     GEOID03
 KL0300  DYNAMIC HT  -        2447.705 (meters)    8030.51  (feet)  COMP
 KL0300  MODELED GRAV-     979,260.8   (mgal)                       NAVD 88
 KL0300
 KL0300  VERT ORDER  -  SECOND    CLASS 0
 KL0300
 KL0300.The horizontal coordinates were scaled from a topographic map and have
 KL0300.an estimated accuracy of +/- 6 seconds.
 KL0300
 KL0300.The orthometric height was determined by differential leveling
 KL0300.and adjusted by the National Geodetic Survey in June 1991..
 KL0300
 KL0300.The geoid height was determined by GEOID03.
 KL0300
 KL0300.The dynamic height is computed by dividing the NAVD 88
 KL0300.geopotential number by the normal gravity value computed on the
 KL0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0300.degrees latitude (g = 980.6199 gals.).
 KL0300
 KL0300.The modeled gravity was interpolated from observed gravity values.
 KL0300
 KL0300;                    North         East    Units  Estimated Accuracy
 KL0300;SPC CO C     -   452,550.      803,320.      MT  (+/- 180 meters Scaled)
 KL0300
 KL0300                          SUPERSEDED SURVEY CONTROL
 KL0300
 KL0300  NGVD 29 (??/??/92) 2449.122  (m)         8035.16   (f) ADJ UNCH    2 0
 KL0300
 KL0300.Superseded values are not recommended for survey control.
 KL0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0300.See file dsdata.txt to determine how the superseded data were derived.
 KL0300
 KL0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD457357(NAD 83)
 KL0300_MARKER: DB = BENCH MARK DISK
 KL0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0300_STAMPING: N 159 1934
 KL0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0300+STABILITY: SURFACE MOTION
 KL0300
 KL0300  HISTORY     - Date     Condition        Report By
 KL0300  HISTORY     - 1934     MONUMENTED       CGS
 KL0300
 KL0300                          STATION DESCRIPTION
 KL0300
 KL0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KL0300'3.2 MI SE FROM ASPEN.
 KL0300'3.2 MILES SOUTHEAST ALONG STATE HIGHWAY 82 FROM THE COURTHOUSE AT
 KL0300'ASPEN, PITKIN COUNTY, AT THE NORTH END OF A CLEARED SPACE OF A TOURIST
 KL0300'CAMP, 81 FEET NORTH OF THE CENTERLINE OF THE ROAD LEADING INTO THE
 KL0300'CAMP 80 FEET EAST OF THE EAST SIDE OF THE NORTH ONE OF TWO WHITE
 KL0300'TOURIST CABINS WITH GREEN ROOFS, 97 FEET WEST OF POLE 1836, AND 50
 KL0300'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 KL0300'N 159 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0293 ***********************************************************************
 JL0293  DESIGNATION -  N 160
 JL0293  PID         -  JL0293
 JL0293  STATE/COUNTY-  CO/GUNNISON
 JL0293  USGS QUAD   -  SOMERSET (1978)
 JL0293
 JL0293                         *CURRENT SURVEY CONTROL
 JL0293  ___________________________________________________________________
 JL0293* NAD 83(1986)-  38 55 35.     (N)    107 28 12.     (W)     SCALED    
 JL0293* NAVD 88     -      1842.956  (meters)    6046.43   (feet)  ADJUSTED  
 JL0293  ___________________________________________________________________
 JL0293  GEOID HEIGHT-         -15.37  (meters)                     GEOID03
 JL0293  DYNAMIC HT  -        1840.877 (meters)    6039.61  (feet)  COMP
 JL0293  MODELED GRAV-     979,435.5   (mgal)                       NAVD 88
 JL0293
 JL0293  VERT ORDER  -  SECOND    CLASS 0
 JL0293
 JL0293.The horizontal coordinates were scaled from a topographic map and have
 JL0293.an estimated accuracy of +/- 6 seconds.
 JL0293
 JL0293.The orthometric height was determined by differential leveling
 JL0293.and adjusted by the National Geodetic Survey in June 1991..
 JL0293
 JL0293.The geoid height was determined by GEOID03.
 JL0293
 JL0293.The dynamic height is computed by dividing the NAVD 88
 JL0293.geopotential number by the normal gravity value computed on the
 JL0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0293.degrees latitude (g = 980.6199 gals.).
 JL0293
 JL0293.The modeled gravity was interpolated from observed gravity values.
 JL0293
 JL0293;                    North         East    Units  Estimated Accuracy
 JL0293;SPC CO C     -   427,990.      743,600.      MT  (+/- 180 meters Scaled)
 JL0293
 JL0293                          SUPERSEDED SURVEY CONTROL
 JL0293
 JL0293  NGVD 29 (??/??/92) 1841.532  (m)         6041.76   (f) ADJ UNCH    2 0
 JL0293
 JL0293.Superseded values are not recommended for survey control.
 JL0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0293.See file dsdata.txt to determine how the superseded data were derived.
 JL0293
 JL0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD858115(NAD 83)
 JL0293_MARKER: DB = BENCH MARK DISK
 JL0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0293_STAMPING: N 160 1934
 JL0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0293+STABILITY: SURFACE MOTION
 JL0293
 JL0293  HISTORY     - Date     Condition        Report By
 JL0293  HISTORY     - 1934     MONUMENTED       CGS
 JL0293  HISTORY     - 1968     GOOD             NGS
 JL0293
 JL0293                          STATION DESCRIPTION
 JL0293
 JL0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0293'IN SOMERSET.
 JL0293'AT SOMERSET, GUNNISON COUNTY, ON THE DENVER AND RIO GRANDE WESTERN
 JL0293'RAILROAD, 46.5 FEET SOUTHWEST OF THE SOUTHWEST WALL OF THE STATION, 92
 JL0293'FEET WEST OF A RAILROAD STANDPIPE, 80.5 FEET NORTHWEST OF THE FRONT OF
 JL0293'THE WASATCH STORE, 25 FEET SOUTHWEST OF THE CENTERLINE OF THE MAIN
 JL0293'TRACK, 15.2 FEET SOUTH OF A DERAIL SWITCH, AND 9.8 FEET NORTHEAST OF A
 JL0293'ROCK RETAINING WALL.  A STANDARD DISK, STAMPED N 160 1934 AND SET IN
 JL0293'THE TOP OF A CONCRETE POST.
 JL0293
 JL0293                          STATION RECOVERY (1968)
 JL0293
 JL0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 JL0293'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0049 ***********************************************************************
 HL0049  DESIGNATION -  N 161
 HL0049  PID         -  HL0049
 HL0049  STATE/COUNTY-  CO/RIO GRANDE
 HL0049  USGS QUAD   -  SEVENMILE PLAZA (1964)
 HL0049
 HL0049                         *CURRENT SURVEY CONTROL
 HL0049  ___________________________________________________________________
 HL0049* NAD 83(1986)-  37 40 32.     (N)    106 08 56.     (W)     SCALED    
 HL0049* NAVD 88     -      2342.531  (meters)    7685.45   (feet)  ADJUSTED  
 HL0049  ___________________________________________________________________
 HL0049  GEOID HEIGHT-         -16.50  (meters)                     GEOID03
 HL0049  DYNAMIC HT  -        2339.444 (meters)    7675.33  (feet)  COMP
 HL0049  MODELED GRAV-     979,228.3   (mgal)                       NAVD 88
 HL0049
 HL0049  VERT ORDER  -  SECOND    CLASS 0
 HL0049
 HL0049.The horizontal coordinates were scaled from a topographic map and have
 HL0049.an estimated accuracy of +/- 6 seconds.
 HL0049
 HL0049.The orthometric height was determined by differential leveling
 HL0049.and adjusted by the National Geodetic Survey in June 1991..
 HL0049
 HL0049.The geoid height was determined by GEOID03.
 HL0049
 HL0049.The dynamic height is computed by dividing the NAVD 88
 HL0049.geopotential number by the normal gravity value computed on the
 HL0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0049.degrees latitude (g = 980.6199 gals.).
 HL0049
 HL0049.The modeled gravity was interpolated from observed gravity values.
 HL0049
 HL0049;                    North         East    Units  Estimated Accuracy
 HL0049;SPC CO S     -   416,970.      857,160.      MT  (+/- 180 meters Scaled)
 HL0049
 HL0049                          SUPERSEDED SURVEY CONTROL
 HL0049
 HL0049  NGVD 29 (??/??/92) 2341.126  (m)         7680.84   (f) ADJ UNCH    2 0
 HL0049
 HL0049.Superseded values are not recommended for survey control.
 HL0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0049.See file dsdata.txt to determine how the superseded data were derived.
 HL0049
 HL0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB986704(NAD 83)
 HL0049_MARKER: DB = BENCH MARK DISK
 HL0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0049_STAMPING: N 161 1934
 HL0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0049+STABILITY: SURFACE MOTION
 HL0049
 HL0049  HISTORY     - Date     Condition        Report By
 HL0049  HISTORY     - 1934     MONUMENTED       CGS
 HL0049  HISTORY     - 1964     MARK NOT FOUND   NGS
 HL0049
 HL0049                          STATION DESCRIPTION
 HL0049
 HL0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0049'6.4 MI N FROM MONTE VISTA.
 HL0049'ABOUT 6.4 MILES NORTH ALONG U.S. HIGHWAY 285 FROM THE JUNCTION OF U.S.
 HL0049'HIGHWAY 160 AT MONTE VISTA, RIO GRANDE COUNTY, AT THE INTERSECTION OF
 HL0049'STATE HIGHWAY 374, 43.9 FEET NORTHEAST (NORTHWEST) OF THE NEAR CORNER
 HL0049'OF THE INTERSECTION, 52.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 HL0049'ABOUT 122 FEET SOUTHWEST (SOUTHEAST) OF THE NEAR CORNER OF THE ROY
 HL0049'MCCONNEL RANCH HOUSE, 83.7 FEET EAST OF THE EAST END OF THE YARD GATE,
 HL0049'IN A VACANT LOT ADJOINING THE MCCONNEL YARD, 22.5 FEET WEST OF THE
 HL0049'SOUTHEAST CORNER OF THE LOT FENCE, 31.2 FEET SOUTHWEST OF A POLE, 7.7
 HL0049'FEET EAST OF A SHADE TREE, 6.3 FEET WEST OF ANOTHER TREE, AND 6.3 FEET
 HL0049'NORTH OF A FENCE PARALLELING THE CROSS ROAD. A STANDARD DISK, STAMPED
 HL0049'N 161 1934 AND SET IN THE TOP OF A CONCRETE POST.
 HL0049
 HL0049                          STATION RECOVERY (1964)
 HL0049
 HL0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 HL0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0184 ***********************************************************************
 HL0184  DESIGNATION -  N 162
 HL0184  PID         -  HL0184
 HL0184  STATE/COUNTY-  CO/ARCHULETA
 HL0184  USGS QUAD   -  PAGOSA SPRINGS (1964)
 HL0184
 HL0184                         *CURRENT SURVEY CONTROL
 HL0184  ___________________________________________________________________
 HL0184* NAD 83(1986)-  37 16 08.     (N)    107 00 30.     (W)     SCALED    
 HL0184* NAVD 88     -      2166.854  (meters)    7109.09   (feet)  ADJUSTED  
 HL0184  ___________________________________________________________________
 HL0184  GEOID HEIGHT-         -17.30  (meters)                     GEOID03
 HL0184  DYNAMIC HT  -        2163.982 (meters)    7099.66  (feet)  COMP
 HL0184  MODELED GRAV-     979,228.1   (mgal)                       NAVD 88
 HL0184
 HL0184  VERT ORDER  -  SECOND    CLASS 0
 HL0184
 HL0184.The horizontal coordinates were scaled from a topographic map and have
 HL0184.an estimated accuracy of +/- 6 seconds.
 HL0184
 HL0184.The orthometric height was determined by differential leveling
 HL0184.and adjusted by the National Geodetic Survey in June 1991..
 HL0184
 HL0184.The geoid height was determined by GEOID03.
 HL0184
 HL0184.The dynamic height is computed by dividing the NAVD 88
 HL0184.geopotential number by the normal gravity value computed on the
 HL0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0184.degrees latitude (g = 980.6199 gals.).
 HL0184
 HL0184.The modeled gravity was interpolated from observed gravity values.
 HL0184
 HL0184;                    North         East    Units  Estimated Accuracy
 HL0184;SPC CO S     -   372,720.      780,620.      MT  (+/- 180 meters Scaled)
 HL0184
 HL0184                          SUPERSEDED SURVEY CONTROL
 HL0184
 HL0184  NGVD 29 (??/??/92) 2165.481  (m)         7104.58   (f) ADJ UNCH    2 0
 HL0184
 HL0184.Superseded values are not recommended for survey control.
 HL0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0184.See file dsdata.txt to determine how the superseded data were derived.
 HL0184
 HL0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB219265(NAD 83)
 HL0184_MARKER: DB = BENCH MARK DISK
 HL0184_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 HL0184_SP_SET: BUILDING
 HL0184_STAMPING: N-162 1934
 HL0184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 HL0184
 HL0184  HISTORY     - Date     Condition        Report By
 HL0184  HISTORY     - 1934     MONUMENTED       CGS
 HL0184  HISTORY     - 19970702 GOOD             USPSQD
 HL0184
 HL0184                          STATION DESCRIPTION
 HL0184
 HL0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0184'IN PAGOSA SPRINGS.
 HL0184'SET IN SOUTHEAST WALL OF PAGOSA SPRINGS HIGH SCHOOL BUILDING.  SET
 HL0184'VERTICALLY IN CONCRETE WALL.  230 FEET. NORTHWEST OF MAIN STREET OF
 HL0184'SIDE-WALK.  19.4 FT. NORTHEAST OF SOUTH CORNER OF BUILDING.  8.4 FT.
 HL0184'SOUTHWEST OF SOUTHWEST OF FRONT ENTRANCE DOOR.  4.2 FT. ABOVE THE
 HL0184'GROUND.
 HL0184
 HL0184                          STATION RECOVERY (1997)
 HL0184
 HL0184'RECOVERY NOTE BY US POWER SQUADRON 1997
 HL0184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0013 ***********************************************************************
 HL0013  DESIGNATION -  N 163
 HL0013  PID         -  HL0013
 HL0013  STATE/COUNTY-  CO/RIO GRANDE
 HL0013  USGS QUAD   -  SEVENMILE PLAZA (1964)
 HL0013
 HL0013                         *CURRENT SURVEY CONTROL
 HL0013  ___________________________________________________________________
 HL0013* NAD 83(1986)-  37 38 47.     (N)    106 14 58.     (W)     SCALED    
 HL0013* NAVD 88     -      2366.233  (meters)    7763.22   (feet)  ADJUSTED  
 HL0013  ___________________________________________________________________
 HL0013  GEOID HEIGHT-         -16.36  (meters)                     GEOID03
 HL0013  DYNAMIC HT  -        2363.077 (meters)    7752.86  (feet)  COMP
 HL0013  MODELED GRAV-     979,211.5   (mgal)                       NAVD 88
 HL0013
 HL0013  VERT ORDER  -  SECOND    CLASS 0
 HL0013
 HL0013.The horizontal coordinates were scaled from a topographic map and have
 HL0013.an estimated accuracy of +/- 6 seconds.
 HL0013
 HL0013.The orthometric height was determined by differential leveling
 HL0013.and adjusted by the National Geodetic Survey in June 1991..
 HL0013
 HL0013.The geoid height was determined by GEOID03.
 HL0013
 HL0013.The dynamic height is computed by dividing the NAVD 88
 HL0013.geopotential number by the normal gravity value computed on the
 HL0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0013.degrees latitude (g = 980.6199 gals.).
 HL0013
 HL0013.The modeled gravity was interpolated from observed gravity values.
 HL0013
 HL0013;                    North         East    Units  Estimated Accuracy
 HL0013;SPC CO S     -   413,800.      848,270.      MT  (+/- 180 meters Scaled)
 HL0013
 HL0013                          SUPERSEDED SURVEY CONTROL
 HL0013
 HL0013  NGVD 29 (??/??/92) 2364.805  (m)         7758.53   (f) ADJ UNCH    2 0
 HL0013
 HL0013.Superseded values are not recommended for survey control.
 HL0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0013.See file dsdata.txt to determine how the superseded data were derived.
 HL0013
 HL0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB897673(NAD 83)
 HL0013_MARKER: DB = BENCH MARK DISK
 HL0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0013_STAMPING: N 163 1934
 HL0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0013+STABILITY: SURFACE MOTION
 HL0013
 HL0013  HISTORY     - Date     Condition        Report By
 HL0013  HISTORY     - 1934     MONUMENTED       CGS
 HL0013
 HL0013                          STATION DESCRIPTION
 HL0013
 HL0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0013'7.0 MI SE FROM DEL NORTE.
 HL0013'7.0 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 HL0013'FROM DEL NORTE, RIO GRANDE COUNTY, 279 FEET NORTHWEST OF THE SIDING
 HL0013'MARKER AT FREEMAN, 92 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 HL0013'CASH STORE, AT A COUNTY-ROAD CROSSING, 25 FEET NORTH OF THE CENTER
 HL0013'LINE OF THE ROAD, 40 FEET NORTHWEST OF A POLE, 50 FEET SOUTHWEST OF
 HL0013'THE CENTER LINE OF THE TRACK, 14 FEET WEST OF THE NORTHEAST CORNER
 HL0013'POST OF A FIELD FENCE, AND 2 FEET NORTH OF A FENCE PARALLELING THE
 HL0013'COUNTY ROAD.  A STANDARD DISK, STAMPED N 163 1934 AND SET IN THE TOP
 HL0013'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1186 ***********************************************************************
 KK1186  DESIGNATION -  N 164
 KK1186  PID         -  KK1186
 KK1186  STATE/COUNTY-  CO/GILPIN
 KK1186  USGS QUAD   -  NEDERLAND (1972)
 KK1186
 KK1186                         *CURRENT SURVEY CONTROL
 KK1186  ___________________________________________________________________
 KK1186* NAD 83(1986)-  39 54 49.     (N)    105 31 49.     (W)     SCALED    
 KK1186* NAVD 88     -      2609.572  (meters)    8561.57   (feet)  ADJUSTED  
 KK1186  ___________________________________________________________________
 KK1186  GEOID HEIGHT-         -13.18  (meters)                     GEOID03
 KK1186  DYNAMIC HT  -        2606.630 (meters)    8551.92  (feet)  COMP
 KK1186  MODELED GRAV-     979,403.9   (mgal)                       NAVD 88
 KK1186
 KK1186  VERT ORDER  -  SECOND    CLASS 0
 KK1186
 KK1186.The horizontal coordinates were scaled from a topographic map and have
 KK1186.an estimated accuracy of +/- 6 seconds.
 KK1186
 KK1186.The orthometric height was determined by differential leveling
 KK1186.and adjusted by the National Geodetic Survey in June 1991..
 KK1186
 KK1186.The geoid height was determined by GEOID03.
 KK1186
 KK1186.The dynamic height is computed by dividing the NAVD 88
 KK1186.geopotential number by the normal gravity value computed on the
 KK1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1186.degrees latitude (g = 980.6199 gals.).
 KK1186
 KK1186.The modeled gravity was interpolated from observed gravity values.
 KK1186
 KK1186;                    North         East    Units  Estimated Accuracy
 KK1186;SPC CO N     -   369,230.      911,810.      MT  (+/- 180 meters Scaled)
 KK1186
 KK1186                          SUPERSEDED SURVEY CONTROL
 KK1186
 KK1186  NGVD 29 (??/??/92) 2608.183  (m)         8557.01   (f) ADJ UNCH    2 0
 KK1186
 KK1186.Superseded values are not recommended for survey control.
 KK1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1186.See file dsdata.txt to determine how the superseded data were derived.
 KK1186
 KK1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE546183(NAD 83)
 KK1186_MARKER: DB = BENCH MARK DISK
 KK1186_SETTING: 66 = SET IN ROCK OUTCROP
 KK1186_SP_SET: OUTCROP
 KK1186_STAMPING: N 164 1934
 KK1186_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1186+STABILITY: POSITION/ELEVATION WELL
 KK1186
 KK1186  HISTORY     - Date     Condition        Report By
 KK1186  HISTORY     - 1934     MONUMENTED       CGS
 KK1186  HISTORY     - 1972     MARK NOT FOUND   USGS
 KK1186  HISTORY     - 20011005 MARK NOT FOUND   USPSQD
 KK1186
 KK1186                          STATION DESCRIPTION
 KK1186
 KK1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK1186'1.8 MI W FROM ROLLINSVILLE.
 KK1186'1.8 MILES WEST ALONG THE DENVER AND SALT LAKE RAILWAY FROM THE
 KK1186'STATION AT ROLLINSVILLE, GILPIN COUNTY, 400 FEET NORTHEAST
 KK1186'OF A FOOT BRIDGE OVER A CREEK, AT THE OUTSIDE OF A CURVE, 45 FEET
 KK1186'EAST OF THE WEST END OF A ROCK POINT, 13.3 FEET SOUTH OF THE
 KK1186'CENTERLINE OF THE TRACK, IN THE TOP OF A ROCK OUTCROP, AND LEVEL
 KK1186'WITH THE TOP OF THE RAIL.  A STANDARD DISK, STAMPED N 164 1934.
 KK1186
 KK1186                          STATION RECOVERY (1972)
 KK1186
 KK1186'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KK1186'MARK NOT FOUND.
 KK1186
 KK1186                          STATION RECOVERY (2001)
 KK1186
 KK1186'RECOVERY NOTE BY US POWER SQUADRON 2001 (WAF)
 KK1186'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0635 ***********************************************************************
 KK0635  DESIGNATION -  N 165
 KK0635  PID         -  KK0635
 KK0635  STATE/COUNTY-  CO/JEFFERSON
 KK0635  USGS QUAD   -  GOLDEN (1994)
 KK0635
 KK0635                         *CURRENT SURVEY CONTROL
 KK0635  ___________________________________________________________________
 KK0635* NAD 83(1986)-  39 50 10.     (N)    105 07 42.     (W)     SCALED    
 KK0635* NAVD 88     -      1703.125  (meters)    5587.67   (feet)  POSTED    
 KK0635  ___________________________________________________________________
 KK0635  GEOID HEIGHT-         -16.46  (meters)                     GEOID03
 KK0635  DYNAMIC HT  -        1701.480 (meters)    5582.27  (feet)  COMP
 KK0635  MODELED GRAV-     979,598.1   (mgal)                       NAVD 88
 KK0635
 KK0635  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 KK0635
 KK0635.The horizontal coordinates were scaled from a topographic map and have
 KK0635.an estimated accuracy of +/- 6 seconds.
 KK0635
 KK0635.The orthometric height was determined by differential leveling
 KK0635.and adjusted by the National Geodetic Survey in 1992..
 KK0635.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 KK0635.rate of 3.1 thru 4.0 mm/km.
 KK0635
 KK0635.The geoid height was determined by GEOID03.
 KK0635
 KK0635.The dynamic height is computed by dividing the NAVD 88
 KK0635.geopotential number by the normal gravity value computed on the
 KK0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0635.degrees latitude (g = 980.6199 gals.).
 KK0635
 KK0635.The modeled gravity was interpolated from observed gravity values.
 KK0635
 KK0635;                    North         East    Units  Estimated Accuracy
 KK0635;SPC CO C     -   527,200.      946,220.      MT  (+/- 180 meters Scaled)
 KK0635
 KK0635                          SUPERSEDED SURVEY CONTROL
 KK0635
 KK0635  NGVD 29 (??/??/92) 1702.080  (m)         5584.24   (f) ADJ UNCH    2 0
 KK0635
 KK0635.Superseded values are not recommended for survey control.
 KK0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0635.See file dsdata.txt to determine how the superseded data were derived.
 KK0635
 KK0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE890095(NAD 83)
 KK0635_MARKER: DB = BENCH MARK DISK
 KK0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0635_STAMPING: N 165 1934
 KK0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0635+STABILITY: SURFACE MOTION
 KK0635
 KK0635  HISTORY     - Date     Condition        Report By
 KK0635  HISTORY     - 1934     MONUMENTED       CGS
 KK0635  HISTORY     - 1940     GOOD             NGS
 KK0635  HISTORY     - 1982     GOOD             NGS
 KK0635
 KK0635                          STATION DESCRIPTION
 KK0635
 KK0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 KK0635'4.1 MI NW FROM ARVADA.
 KK0635'4.1 MILES NORTHWEST ALONG THE DENVER AND SALT LAKE RAILWAY FROM
 KK0635'ARVADA, JEFFERSON COUNTY, AT THE STATION AT ARAPAHOE, 87.5 FEET
 KK0635'NORTHWEST OF A BOX CULVERT, 65.2 FEET NORTHEAST OF THE CENTER OF
 KK0635'THE CROSSING OF A COUNTY ROAD, 47.1 FEET WEST OF THE WEST POST OF
 KK0635'A RAIL RACK, 50.5 FEET NORTH OF THE CENTERLINE OF THE TRACK, 32
 KK0635'FEET WEST OF A FENCE CORNER, 1.3 FEET SOUTH OF THE RIGHT-OF-WAY
 KK0635'FENCE, AND 3.0 FEET EAST OF A WHITE WOODEN POST STENCILED
 KK0635'U.S.B.M. PROJECTING 2.0 FEET ABOVE GROUND.  A STANDARD DISK,
 KK0635'STAMPED N 165 1934 AND SET IN THE TOP OF A CONCRETE POST
 KK0635'PROJECTING 0.5 FOOT ABOVE GROUND.
 KK0635
 KK0635                          STATION RECOVERY (1940)
 KK0635
 KK0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1940
 KK0635'RECOVERED IN GOOD CONDITION.
 KK0635
 KK0635                          STATION RECOVERY (1982)
 KK0635
 KK0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0635'FROM THE INTERSECTION OF WEST 72ND AVENUE AND NORTH SIMMS STREET, GO
 KK0635'0.6 MI NORTH TO THE INTERSECTION OF SIMMS AND THE DENVER AND RIO
 KK0635'GRANDE RAILROAD TRACKS AND THE MARK ON THE RIGHT, NORTH OF THE TRACK
 KK0635'IT IS 79 FT. NORTHWEST OF THE CENTER OF THE CROSSING, 51 FT NORTHEAST
 KK0635'OF THE CENTERLINE OF TRACKS, 39 FT NORTHEAST FROM THE NORTHEAST
 KK0635'CORNER OF A SIGNAL CONTROL BOX AND 3 FT. EAST OF THE OLD WOODEN
 KK0635'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0134 ***********************************************************************
 HM0134  DESIGNATION -  N 166
 HM0134  PID         -  HM0134
 HM0134  STATE/COUNTY-  CO/DOLORES
 HM0134  USGS QUAD   -  CAHONE (1994)
 HM0134
 HM0134                         *CURRENT SURVEY CONTROL
 HM0134  ___________________________________________________________________
 HM0134* NAD 83(1986)-  37 41 01.     (N)    108 49 33.     (W)     SCALED    
 HM0134* NAVD 88     -      2030.553  (meters)    6661.91   (feet)  ADJUSTED  
 HM0134  ___________________________________________________________________
 HM0134  GEOID HEIGHT-         -19.22  (meters)                     GEOID03
 HM0134  DYNAMIC HT  -        2028.045 (meters)    6653.68  (feet)  COMP
 HM0134  MODELED GRAV-     979,322.4   (mgal)                       NAVD 88
 HM0134
 HM0134  VERT ORDER  -  SECOND    CLASS 0
 HM0134
 HM0134.The horizontal coordinates were scaled from a topographic map and have
 HM0134.an estimated accuracy of +/- 6 seconds.
 HM0134
 HM0134.The orthometric height was determined by differential leveling
 HM0134.and adjusted by the National Geodetic Survey in June 1991..
 HM0134
 HM0134.The geoid height was determined by GEOID03.
 HM0134
 HM0134.The dynamic height is computed by dividing the NAVD 88
 HM0134.geopotential number by the normal gravity value computed on the
 HM0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0134.degrees latitude (g = 980.6199 gals.).
 HM0134
 HM0134.The modeled gravity was interpolated from observed gravity values.
 HM0134
 HM0134;                    North         East    Units  Estimated Accuracy
 HM0134;SPC CO S     -   422,890.      621,110.      MT  (+/- 180 meters Scaled)
 HM0134
 HM0134                          SUPERSEDED SURVEY CONTROL
 HM0134
 HM0134  NGVD 29 (??/??/92) 2029.363  (m)         6658.00   (f) ADJ UNCH    2 0
 HM0134
 HM0134.Superseded values are not recommended for survey control.
 HM0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0134.See file dsdata.txt to determine how the superseded data were derived.
 HM0134
 HM0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SXG917729(NAD 83)
 HM0134_MARKER: DB = BENCH MARK DISK
 HM0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0134_STAMPING: N-166 1934
 HM0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0134+STABILITY: SURFACE MOTION
 HM0134
 HM0134  HISTORY     - Date     Condition        Report By
 HM0134  HISTORY     - 1934     MONUMENTED       CGS
 HM0134  HISTORY     - 1965     GOOD             NGS
 HM0134
 HM0134                          STATION DESCRIPTION
 HM0134
 HM0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0134'1.8 MI NW FROM CAHONE.
 HM0134'1.8 MILES NORTHWEST OF, ALONG U.S. HWY. 160, FROM CAHONE PUBLIC
 HM0134'SCHOOL.  ABOUT 0.8 MILE NORTHWEST OF WOODEN HIGHWAY BRIDGE OVER DRAW.
 HM0134'ABOUT 0.2 MILE SOUTH OF WOODEN HIGHWAY BRIDGE OVER DRAW.  90 FEET
 HM0134'NORTHEAST OF EMERY SABO FARM HOUSE.  27 FEET SOUTHWEST OF CENTERLINE
 HM0134'OF U.S.HWY. 160.  9 FEET NORTHWEST OF TELEPHONE POLE.  1.8 FEET
 HM0134'NORTHEAST OF FENCE LINE.  PRECAST CONCRETE POST SET ON OUTSIDE OF
 HM0134'HIGHWAY CURVE.
 HM0134
 HM0134                          STATION RECOVERY (1965)
 HM0134
 HM0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 HM0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0142 ***********************************************************************
 HL0142  DESIGNATION -  N 168
 HL0142  PID         -  HL0142
 HL0142  STATE/COUNTY-  CO/MINERAL
 HL0142  USGS QUAD   -  WORKMAN CREEK (1964)
 HL0142
 HL0142                         *CURRENT SURVEY CONTROL
 HL0142  ___________________________________________________________________
 HL0142* NAD 83(1986)-  37 44 04.     (N)    107 04 09.     (W)     SCALED    
 HL0142* NAVD 88     -      2718.413  (meters)    8918.66   (feet)  ADJUSTED  
 HL0142  ___________________________________________________________________
 HL0142  GEOID HEIGHT-         -15.45  (meters)                     GEOID03
 HL0142  DYNAMIC HT  -        2714.573 (meters)    8906.06  (feet)  COMP
 HL0142  MODELED GRAV-     979,119.4   (mgal)                       NAVD 88
 HL0142
 HL0142  VERT ORDER  -  SECOND    CLASS 0
 HL0142
 HL0142.The horizontal coordinates were scaled from a topographic map and have
 HL0142.an estimated accuracy of +/- 6 seconds.
 HL0142
 HL0142.The orthometric height was determined by differential leveling
 HL0142.and adjusted by the National Geodetic Survey in June 1991..
 HL0142
 HL0142.The geoid height was determined by GEOID03.
 HL0142
 HL0142.The dynamic height is computed by dividing the NAVD 88
 HL0142.geopotential number by the normal gravity value computed on the
 HL0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0142.degrees latitude (g = 980.6199 gals.).
 HL0142
 HL0142.The modeled gravity was interpolated from observed gravity values.
 HL0142
 HL0142;                    North         East    Units  Estimated Accuracy
 HL0142;SPC CO S     -   424,470.      776,100.      MT  (+/- 180 meters Scaled)
 HL0142
 HL0142                          SUPERSEDED SURVEY CONTROL
 HL0142
 HL0142  NGVD 29 (??/??/92) 2716.713  (m)         8913.08   (f) ADJ UNCH    2 0
 HL0142
 HL0142.Superseded values are not recommended for survey control.
 HL0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0142.See file dsdata.txt to determine how the superseded data were derived.
 HL0142
 HL0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCB176783(NAD 83)
 HL0142_MARKER: DB = BENCH MARK DISK
 HL0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0142_STAMPING: N 168 1934
 HL0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0142+STABILITY: SURFACE MOTION
 HL0142
 HL0142  HISTORY     - Date     Condition        Report By
 HL0142  HISTORY     - 1934     MONUMENTED       CGS
 HL0142
 HL0142                          STATION DESCRIPTION
 HL0142
 HL0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0142'14.8 MI SW FROM CREEDE.
 HL0142'14.8 MILES SOUTHWEST ALONG STATE HIGHWAY 149 FROM THE DENVER AND RIO
 HL0142'GRANDE WESTERN RAILROAD STATION AT CREEDE, MINERAL COUNTY, AT THE
 HL0142'CENTER OF A HORSESHOE BEND, 300 FEET WEST OF A ROCK LEDGE, 250 FEET
 HL0142'EAST OF A ROCK LEDGE, 200 FEET SOUTH OF A ROCK LEDGE, 59 FEET NORTH OF
 HL0142'A WIRE FENCE PARALLELING THE HIGHWAY, 33 FEET WEST OF A POLE, 24 FEET
 HL0142'NORTHWEST OF A 5- BY 6- BY 3-FOOT BOULDER, AND 43 FEET NORTH OF THE
 HL0142'CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED N 168 1934 AND
 HL0142'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0325 ***********************************************************************
 JL0325  DESIGNATION -  N 169
 JL0325  PID         -  JL0325
 JL0325  STATE/COUNTY-  CO/HINSDALE
 JL0325  USGS QUAD   -  LAKE CITY (1982)
 JL0325
 JL0325                         *CURRENT SURVEY CONTROL
 JL0325  ___________________________________________________________________
 JL0325* NAD 83(1986)-  38 03 08.     (N)    107 18 05.     (W)     SCALED    
 JL0325* NAVD 88     -      2617.649  (meters)    8588.07   (feet)  ADJUSTED  
 JL0325  ___________________________________________________________________
 JL0325  GEOID HEIGHT-         -14.88  (meters)                     GEOID03
 JL0325  DYNAMIC HT  -        2614.031 (meters)    8576.20  (feet)  COMP
 JL0325  MODELED GRAV-     979,153.5   (mgal)                       NAVD 88
 JL0325
 JL0325  VERT ORDER  -  SECOND    CLASS 0
 JL0325
 JL0325.The horizontal coordinates were scaled from a topographic map and have
 JL0325.an estimated accuracy of +/- 6 seconds.
 JL0325
 JL0325.The orthometric height was determined by differential leveling
 JL0325.and adjusted by the National Geodetic Survey in June 1991..
 JL0325
 JL0325.The geoid height was determined by GEOID03.
 JL0325
 JL0325.The dynamic height is computed by dividing the NAVD 88
 JL0325.geopotential number by the normal gravity value computed on the
 JL0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0325.degrees latitude (g = 980.6199 gals.).
 JL0325
 JL0325.The modeled gravity was interpolated from observed gravity values.
 JL0325
 JL0325;                    North         East    Units  Estimated Accuracy
 JL0325;SPC CO S     -   460,100.      756,310.      MT  (+/- 180 meters Scaled)
 JL0325
 JL0325                          SUPERSEDED SURVEY CONTROL
 JL0325
 JL0325  NGVD 29 (??/??/92) 2615.896  (m)         8582.32   (f) ADJ UNCH    2 0
 JL0325
 JL0325.Superseded values are not recommended for survey control.
 JL0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0325.See file dsdata.txt to determine how the superseded data were derived.
 JL0325
 JL0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC980141(NAD 83)
 JL0325_MARKER: DB = BENCH MARK DISK
 JL0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0325_STAMPING: N 169 1934
 JL0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0325+STABILITY: SURFACE MOTION
 JL0325
 JL0325  HISTORY     - Date     Condition        Report By
 JL0325  HISTORY     - 1934     MONUMENTED       CGS
 JL0325  HISTORY     - 1963     MARK NOT FOUND   USGS
 JL0325  HISTORY     - 19910613 MARK NOT FOUND   USPSQD
 JL0325
 JL0325                          STATION DESCRIPTION
 JL0325
 JL0325'DESCRIBED BY US GEOLOGICAL SURVEY 1963
 JL0325'2.0 MI N FROM LAKE CITY.
 JL0325'2.0 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD (NOW
 JL0325'ABANDONED) FROM THE STATION AT LAKE CITY, HINSDALE COUNTY, 0.2 MILE
 JL0325'NORTH OF THE ELMER GIBSON RANCH HOUSE, 49 FEET EAST OF THE CENTERLINE
 JL0325'OF STATE HIGHWAY 149, 14 FEET NORTH OF THE NORTH END OF A PASTURE
 JL0325'GATE, 34 FEET EAST OF THE TRACK, AND 2 FEET WEST OF A FENCE
 JL0325'PARALLELING THE TRACK.  A STANDARD DISK, STAMPED N 169 1934 AND SET IN
 JL0325'THE TOP OF A CONCRETE POST.
 JL0325
 JL0325                          STATION RECOVERY (1991)
 JL0325
 JL0325'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 JL0325'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0266 ***********************************************************************
 LK0266  DESIGNATION -  N 17
 LK0266  PID         -  LK0266
 LK0266  STATE/COUNTY-  CO/MORGAN
 LK0266  USGS QUAD   -  FORT MORGAN (1984)
 LK0266
 LK0266                         *CURRENT SURVEY CONTROL
 LK0266  ___________________________________________________________________
 LK0266* NAD 83(1986)-  40 17 00.     (N)    103 50 54.     (W)     SCALED    
 LK0266* NAVD 88     -      1306.997  (meters)    4288.04   (feet)  ADJUSTED  
 LK0266  ___________________________________________________________________
 LK0266  GEOID HEIGHT-         -19.42  (meters)                     GEOID03
 LK0266  DYNAMIC HT  -        1305.947 (meters)    4284.59  (feet)  COMP
 LK0266  MODELED GRAV-     979,777.2   (mgal)                       NAVD 88
 LK0266
 LK0266  VERT ORDER  -  FIRST     CLASS II
 LK0266
 LK0266.The horizontal coordinates were scaled from a topographic map and have
 LK0266.an estimated accuracy of +/- 6 seconds.
 LK0266
 LK0266.The orthometric height was determined by differential leveling
 LK0266.and adjusted by the National Geodetic Survey in June 1991..
 LK0266
 LK0266.The geoid height was determined by GEOID03.
 LK0266
 LK0266.The dynamic height is computed by dividing the NAVD 88
 LK0266.geopotential number by the normal gravity value computed on the
 LK0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0266.degrees latitude (g = 980.6199 gals.).
 LK0266
 LK0266.The modeled gravity was interpolated from observed gravity values.
 LK0266
 LK0266;                    North         East    Units  Estimated Accuracy
 LK0266;SPC CO N     -   411,590.    1,054,850.      MT  (+/- 180 meters Scaled)
 LK0266
 LK0266                          SUPERSEDED SURVEY CONTROL
 LK0266
 LK0266  NGVD 29 (??/??/92) 1306.286  (m)         4285.71   (f) ADJ UNCH    1 2
 LK0266
 LK0266.Superseded values are not recommended for survey control.
 LK0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0266.See file dsdata.txt to determine how the superseded data were derived.
 LK0266
 LK0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE979598(NAD 83)
 LK0266_MARKER: DB = BENCH MARK DISK
 LK0266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0266_STAMPING: ELEV 4285.8585 FT N 17 1926
 LK0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0266+STABILITY: SURFACE MOTION
 LK0266
 LK0266  HISTORY     - Date     Condition        Report By
 LK0266  HISTORY     - 1926     MONUMENTED       CGS
 LK0266  HISTORY     - 1935     GOOD             NGS
 LK0266  HISTORY     - 1984     MARK NOT FOUND   NGS
 LK0266
 LK0266                          STATION DESCRIPTION
 LK0266
 LK0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 LK0266'2.5 MI W FROM FORT MORGAN.
 LK0266'2-1/2 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 LK0266'AT FORT MORGAN, JUST NORTHEAST OF BRIDGE 101.37, 54.8 FEET NORTH OF
 LK0266'THE NORTH RAIL, 4.5 FEET EAST OF A NORTH-AND-SOUTH FENCE, 1.8 FEET
 LK0266'SOUTH OF AN EAST-AND-WEST FENCE, AND ABOUT 15 FEET LOWER THAN THE
 LK0266'TRACK.  A STANDARD DISK, STAMPED ELEV. 4285.8585 FT. N 17 1926 AND
 LK0266'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
 LK0266
 LK0266                          STATION RECOVERY (1984)
 LK0266
 LK0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LK0266'THERE IS A LARGE HOLE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0176 ***********************************************************************
 JL0176  DESIGNATION -  N 170
 JL0176  PID         -  JL0176
 JL0176  STATE/COUNTY-  CO/SAGUACHE
 JL0176  USGS QUAD   -  IRIS (1962)
 JL0176
 JL0176                         *CURRENT SURVEY CONTROL
 JL0176  ___________________________________________________________________
 JL0176* NAD 83(1986)-  38 22 35.     (N)    106 46 03.     (W)     SCALED    
 JL0176* NAVD 88     -      2506.068  (meters)    8221.99   (feet)  ADJUSTED  
 JL0176  ___________________________________________________________________
 JL0176  GEOID HEIGHT-         -14.40  (meters)                     GEOID03
 JL0176  DYNAMIC HT  -        2502.855 (meters)    8211.45  (feet)  COMP
 JL0176  MODELED GRAV-     979,256.3   (mgal)                       NAVD 88
 JL0176
 JL0176  VERT ORDER  -  SECOND    CLASS 0
 JL0176
 JL0176.The horizontal coordinates were scaled from a topographic map and have
 JL0176.an estimated accuracy of +/- 6 seconds.
 JL0176
 JL0176.The orthometric height was determined by differential leveling
 JL0176.and adjusted by the National Geodetic Survey in June 1991..
 JL0176
 JL0176.The geoid height was determined by GEOID03.
 JL0176
 JL0176.The dynamic height is computed by dividing the NAVD 88
 JL0176.geopotential number by the normal gravity value computed on the
 JL0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0176.degrees latitude (g = 980.6199 gals.).
 JL0176
 JL0176.The modeled gravity was interpolated from observed gravity values.
 JL0176
 JL0176;                    North         East    Units  Estimated Accuracy
 JL0176;SPC CO S     -   495,310.      803,650.      MT  (+/- 180 meters Scaled)
 JL0176
 JL0176                          SUPERSEDED SURVEY CONTROL
 JL0176
 JL0176  NGVD 29 (??/??/92) 2504.472  (m)         8216.76   (f) ADJ UNCH    2 0
 JL0176
 JL0176.Superseded values are not recommended for survey control.
 JL0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0176.See file dsdata.txt to determine how the superseded data were derived.
 JL0176
 JL0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC456490(NAD 83)
 JL0176_MARKER: DB = BENCH MARK DISK
 JL0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0176_STAMPING: N 170 1934
 JL0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0176+STABILITY: SURFACE MOTION
 JL0176
 JL0176  HISTORY     - Date     Condition        Report By
 JL0176  HISTORY     - 1934     MONUMENTED       CGS
 JL0176  HISTORY     - 1938     GOOD             NGS
 JL0176
 JL0176                          STATION DESCRIPTION
 JL0176
 JL0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0176'4.0 MI W FROM PARLIN.
 JL0176'IN SAGUACHE COUNTY, ABOUT 4.0 MILES WEST ALONG U.S. HIGHWAY 50 FROM
 JL0176'PARLIN, GUNNISON COUNTY, THENCE ABOUT 11.5 MILES SOUTH ALONG STATE
 JL0176'HIGHWAY 114, ABOUT 0.2 MILE SOUTHEAST OF A RANCH HOUSE, ABOUT 200 FEET
 JL0176'NORTHWEST OF A LONE SPRUCE TREE ON THE SIDE OF A HILL, ABOUT 105.2
 JL0176'FEET NORTHEAST OF THE NORTHEAST BANK OF COCHETOPA CREEK, 29.1 FEET
 JL0176'WEST OF THE CENTER LINE OF THE HIGHWAY, AND 13.2 FEET WEST OF THE
 JL0176'RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED N 170 1934 AND SET IN
 JL0176'THE TOP OF A CONCRETE POST.
 JL0176
 JL0176                          STATION RECOVERY (1938)
 JL0176
 JL0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1938
 JL0176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0134 ***********************************************************************
 JL0134  DESIGNATION -  N 171
 JL0134  PID         -  JL0134
 JL0134  STATE/COUNTY-  CO/SAGUACHE
 JL0134  USGS QUAD   -  LAKE MOUNTAIN NE (1967)
 JL0134
 JL0134                         *CURRENT SURVEY CONTROL
 JL0134  ___________________________________________________________________
 JL0134* NAD 83(1986)-  38 09 25.     (N)    106 16 53.     (W)     SCALED    
 JL0134* NAVD 88     -      2460.416  (meters)    8072.21   (feet)  ADJUSTED  
 JL0134  ___________________________________________________________________
 JL0134  GEOID HEIGHT-         -15.01  (meters)                     GEOID03
 JL0134  DYNAMIC HT  -        2457.228 (meters)    8061.76  (feet)  COMP
 JL0134  MODELED GRAV-     979,244.9   (mgal)                       NAVD 88
 JL0134
 JL0134  VERT ORDER  -  SECOND    CLASS 0
 JL0134
 JL0134.The horizontal coordinates were scaled from a topographic map and have
 JL0134.an estimated accuracy of +/- 6 seconds.
 JL0134
 JL0134.The orthometric height was determined by differential leveling
 JL0134.and adjusted by the National Geodetic Survey in June 1991..
 JL0134
 JL0134.The geoid height was determined by GEOID03.
 JL0134
 JL0134.The dynamic height is computed by dividing the NAVD 88
 JL0134.geopotential number by the normal gravity value computed on the
 JL0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0134.degrees latitude (g = 980.6199 gals.).
 JL0134
 JL0134.The modeled gravity was interpolated from observed gravity values.
 JL0134
 JL0134;                    North         East    Units  Estimated Accuracy
 JL0134;SPC CO S     -   470,490.      845,920.      MT  (+/- 180 meters Scaled)
 JL0134
 JL0134                          SUPERSEDED SURVEY CONTROL
 JL0134
 JL0134  NGVD 29 (??/??/92) 2458.915  (m)         8067.29   (f) ADJ UNCH    2 0
 JL0134
 JL0134.Superseded values are not recommended for survey control.
 JL0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0134.See file dsdata.txt to determine how the superseded data were derived.
 JL0134
 JL0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC877240(NAD 83)
 JL0134_MARKER: DB = BENCH MARK DISK
 JL0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0134_STAMPING: N 171 1934
 JL0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0134+STABILITY: SURFACE MOTION
 JL0134
 JL0134  HISTORY     - Date     Condition        Report By
 JL0134  HISTORY     - 1934     MONUMENTED       CGS
 JL0134  HISTORY     - 1962     GOOD             NGS
 JL0134
 JL0134                          STATION DESCRIPTION
 JL0134
 JL0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JL0134'10.3 MI W FROM SAGUACHE.
 JL0134'ABOUT 10.3 MILES WEST ALONG STATE HIGHWAY 114 FROM THE COUNTY
 JL0134'COURTHOUSE AT SAGUACHE, SAGUACHE COUNTY, ABOUT 0.2 MILE SOUTHEAST OF A
 JL0134'PROMINENT ROCKY POINT, ABOUT 230 FEET WEST OF A CONCRETE BRIDGE, 49
 JL0134'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 27.3 FEET SOUTHWEST
 JL0134'OF A PASTURE FENCE, AND 1.9 FEET NORTHEAST OF A 4- BY 4-INCH WHITE
 JL0134'REFERENCE POST PROJECTING ABOUT 2.1 FEET ABOVE GROUND.  A STANDARD
 JL0134'DISK, STAMPED N 171 1934 AND SET IN THE TOP OF A CONCRETE POST
 JL0134'PROJECTING ABOUT 0.4 FOOT ABOVE GROUND.
 JL0134
 JL0134                          STATION RECOVERY (1962)
 JL0134
 JL0134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JL0134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0358 ***********************************************************************
 JK0358  DESIGNATION -  N 172
 JK0358  PID         -  JK0358
 JK0358  STATE/COUNTY-  CO/TELLER
 JK0358  USGS QUAD   -  BIG BULL MOUNTAIN (1994)
 JK0358
 JK0358                         *CURRENT SURVEY CONTROL
 JK0358  ___________________________________________________________________
 JK0358* NAD 83(1986)-  38 39 16.     (N)    105 07 05.     (W)     SCALED    
 JK0358* NAVD 88     -      2832.752  (meters)    9293.79   (feet)  ADJUSTED  
 JK0358  ___________________________________________________________________
 JK0358  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 JK0358  DYNAMIC HT  -        2829.247 (meters)    9282.29  (feet)  COMP
 JK0358  MODELED GRAV-     979,286.3   (mgal)                       NAVD 88
 JK0358
 JK0358  VERT ORDER  -  SECOND    CLASS 0
 JK0358
 JK0358.The horizontal coordinates were scaled from a topographic map and have
 JK0358.an estimated accuracy of +/- 6 seconds.
 JK0358
 JK0358.The orthometric height was determined by differential leveling
 JK0358.and adjusted by the National Geodetic Survey in June 1991..
 JK0358
 JK0358.The geoid height was determined by GEOID03.
 JK0358
 JK0358.The dynamic height is computed by dividing the NAVD 88
 JK0358.geopotential number by the normal gravity value computed on the
 JK0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0358.degrees latitude (g = 980.6199 gals.).
 JK0358
 JK0358.The modeled gravity was interpolated from observed gravity values.
 JK0358
 JK0358;                    North         East    Units  Estimated Accuracy
 JK0358;SPC CO C     -   396,020.      947,650.      MT  (+/- 180 meters Scaled)
 JK0358
 JK0358                          SUPERSEDED SURVEY CONTROL
 JK0358
 JK0358  NGVD 29 (??/??/92) 2831.444  (m)         9289.50   (f) ADJ UNCH    2 0
 JK0358
 JK0358.Superseded values are not recommended for survey control.
 JK0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0358.See file dsdata.txt to determine how the superseded data were derived.
 JK0358
 JK0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC897784(NAD 83)
 JK0358_MARKER: DB = BENCH MARK DISK
 JK0358_SETTING: 80 = SET IN A BOULDER
 JK0358_SP_SET: BOULDER
 JK0358_STAMPING: N 172 1934
 JK0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0358+STABILITY: SURFACE MOTION
 JK0358
 JK0358  HISTORY     - Date     Condition        Report By
 JK0358  HISTORY     - 1934     MONUMENTED       CGS
 JK0358  HISTORY     - 1952     GOOD             NGS
 JK0358
 JK0358                          STATION DESCRIPTION
 JK0358
 JK0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 JK0358'5.3 MI S FROM VICTOR.
 JK0358'5.3 MILES SOUTH ALONG STATE HIGHWAY 67 FROM THE GRADE SCHOOL AT
 JK0358'VICTOR, 200 FEET SOUTH OF A CURVE IN THE HIGHWAY, 150 FEET NORTH OF
 JK0358'THE NORTH END OF A FILL, 21 FEET EAST OF THE CENTER LINE OF THE
 JK0358'HIGHWAY, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF
 JK0358'THE CENTER OF A LARGE GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0435 ***********************************************************************
 JK0435  DESIGNATION -  N 173
 JK0435  PID         -  JK0435
 JK0435  STATE/COUNTY-  CO/PARK
 JK0435  USGS QUAD   -  LAKE GEORGE (1984)
 JK0435
 JK0435                         *CURRENT SURVEY CONTROL
 JK0435  ___________________________________________________________________
 JK0435* NAD 83(1986)-  38 58 44.     (N)    105 21 31.     (W)     SCALED    
 JK0435* NAVD 88     -      2429.796  (meters)    7971.76   (feet)  ADJUSTED  
 JK0435  ___________________________________________________________________
 JK0435  GEOID HEIGHT-         -13.93  (meters)                     GEOID03
 JK0435  DYNAMIC HT  -        2426.956 (meters)    7962.44  (feet)  COMP
 JK0435  MODELED GRAV-     979,370.6   (mgal)                       NAVD 88
 JK0435
 JK0435  VERT ORDER  -  SECOND    CLASS 0
 JK0435
 JK0435.The horizontal coordinates were scaled from a topographic map and have
 JK0435.an estimated accuracy of +/- 6 seconds.
 JK0435
 JK0435.The orthometric height was determined by differential leveling
 JK0435.and adjusted by the National Geodetic Survey in June 1991..
 JK0435
 JK0435.The geoid height was determined by GEOID03.
 JK0435
 JK0435.The dynamic height is computed by dividing the NAVD 88
 JK0435.geopotential number by the normal gravity value computed on the
 JK0435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0435.degrees latitude (g = 980.6199 gals.).
 JK0435
 JK0435.The modeled gravity was interpolated from observed gravity values.
 JK0435
 JK0435;                    North         East    Units  Estimated Accuracy
 JK0435;SPC CO C     -   431,980.      926,650.      MT  (+/- 180 meters Scaled)
 JK0435
 JK0435                          SUPERSEDED SURVEY CONTROL
 JK0435
 JK0435  NGVD 29 (??/??/92) 2428.508  (m)         7967.53   (f) ADJ UNCH    2 0
 JK0435
 JK0435.Superseded values are not recommended for survey control.
 JK0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0435.See file dsdata.txt to determine how the superseded data were derived.
 JK0435
 JK0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD689144(NAD 83)
 JK0435_MARKER: DB = BENCH MARK DISK
 JK0435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0435_STAMPING: N 173 1934
 JK0435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0435+STABILITY: SURFACE MOTION
 JK0435
 JK0435  HISTORY     - Date     Condition        Report By
 JK0435  HISTORY     - 1934     MONUMENTED       CGS
 JK0435
 JK0435                          STATION DESCRIPTION
 JK0435
 JK0435'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JK0435'0.3 MI SE FROM LAKE GEORGE.
 JK0435'0.3 MILE SOUTHEAST ALONG U.S. HIGHWAY 24 FROM LAKE GEORGE,
 JK0435'PARK COUNTY, AT THE INTERSECTION OF THE OLD HIGHWAY WITH THE
 JK0435'NEW HIGHWAY, 100 FEET SOUTH OF A SMALL HILL, 61 FEET NORTHEAST
 JK0435'OF THE CENTERLINE OF THE HIGHWAY, 14 FEET NORTHWEST OF A FENCE
 JK0435'CORNER, AND ABOUT 2 FEET WEST OF THE RIGHT-OF-WAY FENCE.  A
 JK0435'STANDARD DISK, STAMPED N 173 1934 AND SET IN THE TOP OF A
 JK0435'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0759 ***********************************************************************
 KK0759  DESIGNATION -  N 174
 KK0759  PID         -  KK0759
 KK0759  STATE/COUNTY-  CO/DOUGLAS
 KK0759  USGS QUAD   -  WESTCREEK (1994)
 KK0759
 KK0759                         *CURRENT SURVEY CONTROL
 KK0759  ___________________________________________________________________
 KK0759* NAD 83(1986)-  39 14 13.     (N)    105 12 20.     (W)     SCALED    
 KK0759* NAVD 88     -      1985.277  (meters)    6513.36   (feet)  ADJUSTED  
 KK0759  ___________________________________________________________________
 KK0759  GEOID HEIGHT-         -14.66  (meters)                     GEOID03
 KK0759  DYNAMIC HT  -        1983.154 (meters)    6506.40  (feet)  COMP
 KK0759  MODELED GRAV-     979,486.7   (mgal)                       NAVD 88
 KK0759
 KK0759  VERT ORDER  -  SECOND    CLASS 0
 KK0759
 KK0759.The horizontal coordinates were scaled from a topographic map and have
 KK0759.an estimated accuracy of +/- 6 seconds.
 KK0759
 KK0759.The orthometric height was determined by differential leveling
 KK0759.and adjusted by the National Geodetic Survey in June 1991..
 KK0759
 KK0759.The geoid height was determined by GEOID03.
 KK0759
 KK0759.The dynamic height is computed by dividing the NAVD 88
 KK0759.geopotential number by the normal gravity value computed on the
 KK0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0759.degrees latitude (g = 980.6199 gals.).
 KK0759
 KK0759.The modeled gravity was interpolated from observed gravity values.
 KK0759
 KK0759;                    North         East    Units  Estimated Accuracy
 KK0759;SPC CO C     -   460,650.      939,820.      MT  (+/- 180 meters Scaled)
 KK0759
 KK0759                          SUPERSEDED SURVEY CONTROL
 KK0759
 KK0759  NGVD 29 (??/??/92) 1984.151  (m)         6509.67   (f) ADJ UNCH    2 0
 KK0759
 KK0759.Superseded values are not recommended for survey control.
 KK0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0759.See file dsdata.txt to determine how the superseded data were derived.
 KK0759
 KK0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD822430(NAD 83)
 KK0759_MARKER: DB = BENCH MARK DISK
 KK0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0759_STAMPING: N 174 1934
 KK0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0759+STABILITY: SURFACE MOTION
 KK0759
 KK0759  HISTORY     - Date     Condition        Report By
 KK0759  HISTORY     - 1934     MONUMENTED       CGS
 KK0759  HISTORY     - 1956     MARK NOT FOUND   NGS
 KK0759
 KK0759                          STATION DESCRIPTION
 KK0759
 KK0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KK0759'2.2 MI SE FROM DECKERS.
 KK0759'2.2 MILES SOUTHEAST ALONG STATE HIGHWAY 67 FROM THE BRIDGE
 KK0759'OVER SOUTH PLATTE RIVER AT DECKERS, DOUGLAS COUNTY, 0.4
 KK0759'MILE SOUTHEAST OF THE FLETCHER RANCH, 216 FEET SOUTHEAST OF
 KK0759'THE ROCK HEAD WALL OF A CULVERT, 180 FEET SOUTHEAST OF WHITE
 KK0759'HIGHWAY POST 380, AT THE EDGE OF A LARGE GROVE OF TALL WILLOW
 KK0759'TREES, 30 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 2
 KK0759'FEET NORTHEAST OF A BARBED-WIRE FENCE.  A STANDARD DISK, STAMPED N
 KK0759'174 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0247 ***********************************************************************
 JK0247  DESIGNATION -  N 175
 JK0247  PID         -  JK0247
 JK0247  STATE/COUNTY-  CO/EL PASO
 JK0247  USGS QUAD   -  MANITOU SPRINGS (1994)
 JK0247
 JK0247                         *CURRENT SURVEY CONTROL
 JK0247  ___________________________________________________________________
 JK0247* NAD 83(1986)-  38 51 26.     (N)    104 53 40.     (W)     SCALED    
 JK0247* NAVD 88     -      1906.692  (meters)    6255.54   (feet)  ADJUSTED  
 JK0247  ___________________________________________________________________
 JK0247  GEOID HEIGHT-         -16.15  (meters)                     GEOID03
 JK0247  DYNAMIC HT  -        1904.605 (meters)    6248.69  (feet)  COMP
 JK0247  MODELED GRAV-     979,465.4   (mgal)                       NAVD 88
 JK0247
 JK0247  VERT ORDER  -  SECOND    CLASS 0
 JK0247
 JK0247.The horizontal coordinates were scaled from a topographic map and have
 JK0247.an estimated accuracy of +/- 6 seconds.
 JK0247
 JK0247.The orthometric height was determined by differential leveling
 JK0247.and adjusted by the National Geodetic Survey in June 1991..
 JK0247
 JK0247.The geoid height was determined by GEOID03.
 JK0247
 JK0247.The dynamic height is computed by dividing the NAVD 88
 JK0247.geopotential number by the normal gravity value computed on the
 JK0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0247.degrees latitude (g = 980.6199 gals.).
 JK0247
 JK0247.The modeled gravity was interpolated from observed gravity values.
 JK0247
 JK0247;                    North         East    Units  Estimated Accuracy
 JK0247;SPC CO C     -   418,640.      966,960.      MT  (+/- 180 meters Scaled)
 JK0247
 JK0247                          SUPERSEDED SURVEY CONTROL
 JK0247
 JK0247  NGVD 29 (??/??/92) 1905.601  (m)         6251.96   (f) ADJ UNCH    2 0
 JK0247
 JK0247.Superseded values are not recommended for survey control.
 JK0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0247.See file dsdata.txt to determine how the superseded data were derived.
 JK0247
 JK0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED091009(NAD 83)
 JK0247_MARKER: DB = BENCH MARK DISK
 JK0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0247_STAMPING: N 175 1934
 JK0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0247+STABILITY: SURFACE MOTION
 JK0247
 JK0247  HISTORY     - Date     Condition        Report By
 JK0247  HISTORY     - 1934     MONUMENTED       CGS
 JK0247  HISTORY     - 1975     MARK NOT FOUND   NGS
 JK0247
 JK0247                          STATION DESCRIPTION
 JK0247
 JK0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 JK0247'1 MI E FROM MANITOU.
 JK0247'1.0 MILE EAST ALONG THE MIDLAND TERMINAL RAILWAY FROM MANITOU, EL
 JK0247'PASO COUNTY, 266 FEET SOUTHWEST OF A CUT THROUGH A SANDSTONE HILL,
 JK0247'200 FEET NORTHWEST OF A ROAD CROSSING, 28 FEET NORTHWEST OF THE
 JK0247'CENTERLINE OF THE TRACK, AND 3 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 JK0247'FENCE.  A STANDARD DISK, STAMPED N 175 1934 AND SET IN THE TOP OF
 JK0247'A CONCRETE POST.
 JK0247
 JK0247                          STATION RECOVERY (1975)
 JK0247
 JK0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 JK0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0654 ***********************************************************************
 JK0654  DESIGNATION -  N 176
 JK0654  PID         -  JK0654
 JK0654  STATE/COUNTY-  CO/PARK
 JK0654  USGS QUAD   -  ANTERO RESERVOIR (1994)
 JK0654
 JK0654                         *CURRENT SURVEY CONTROL
 JK0654  ___________________________________________________________________
 JK0654* NAD 83(1986)-  38 57 57.     (N)    105 55 41.     (W)     SCALED    
 JK0654* NAVD 88     -      2732.964  (meters)    8966.40   (feet)  ADJUSTED  
 JK0654  ___________________________________________________________________
 JK0654  GEOID HEIGHT-         -13.74  (meters)                     GEOID03
 JK0654  DYNAMIC HT  -        2729.506 (meters)    8955.05  (feet)  COMP
 JK0654  MODELED GRAV-     979,263.5   (mgal)                       NAVD 88
 JK0654
 JK0654  VERT ORDER  -  SECOND    CLASS 0
 JK0654
 JK0654.The horizontal coordinates were scaled from a topographic map and have
 JK0654.an estimated accuracy of +/- 6 seconds.
 JK0654
 JK0654.The orthometric height was determined by differential leveling
 JK0654.and adjusted by the National Geodetic Survey in June 1991..
 JK0654
 JK0654.The geoid height was determined by GEOID03.
 JK0654
 JK0654.The dynamic height is computed by dividing the NAVD 88
 JK0654.geopotential number by the normal gravity value computed on the
 JK0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0654.degrees latitude (g = 980.6199 gals.).
 JK0654
 JK0654.The modeled gravity was interpolated from observed gravity values.
 JK0654
 JK0654;                    North         East    Units  Estimated Accuracy
 JK0654;SPC CO C     -   430,600.      877,310.      MT  (+/- 180 meters Scaled)
 JK0654
 JK0654                          SUPERSEDED SURVEY CONTROL
 JK0654
 JK0654  NGVD 29 (??/??/92) 2731.392  (m)         8961.24   (f) ADJ UNCH    2 0
 JK0654
 JK0654.Superseded values are not recommended for survey control.
 JK0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0654.See file dsdata.txt to determine how the superseded data were derived.
 JK0654
 JK0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD195133(NAD 83)
 JK0654_MARKER: DB = BENCH MARK DISK
 JK0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0654_STAMPING: N 176 1934
 JK0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0654+STABILITY: SURFACE MOTION
 JK0654
 JK0654  HISTORY     - Date     Condition        Report By
 JK0654  HISTORY     - 1934     MONUMENTED       CGS
 JK0654  HISTORY     - 1954     GOOD             USGS
 JK0654
 JK0654                          STATION DESCRIPTION
 JK0654
 JK0654'DESCRIBED BY US GEOLOGICAL SURVEY 1954
 JK0654'3.9 MI NE FROM ANTERO JUNCTION.
 JK0654'ABOUT 3.9 MILES NORTHEAST ALONG THE ROAD TO ANTERO RESERVOIR FROM
 JK0654'ANTERO JUNCTION, PARK COUNTY, ABOUT 300 FEET NORTH WEST OF THE
 JK0654'JUNCTION OF THE OLD ROAD BED OF U.S. HWY 285, ABOUT 60 FEET NORTHEAST
 JK0654'OF THE CENTERLINE OF THE OLD ROAD BED, ABOUT 360 FEET NORTHWEST OF
 JK0654'A FENCE CORNER.  A STANDARD DISK STAMPED M 176 1934 AND SET IN THE
 JK0654'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0657 ***********************************************************************
 JK0657  DESIGNATION -  N 177
 JK0657  PID         -  JK0657
 JK0657  STATE/COUNTY-  CO/PARK
 JK0657  USGS QUAD   -  ANTERO RESERVOIR (1994)
 JK0657
 JK0657                         *CURRENT SURVEY CONTROL
 JK0657  ___________________________________________________________________
 JK0657* NAD 83(1986)-  38 56 19.     (N)    105 57 22.     (W)     SCALED    
 JK0657* NAVD 88     -      2768.319  (meters)    9082.39   (feet)  ADJUSTED  
 JK0657  ___________________________________________________________________
 JK0657  GEOID HEIGHT-         -13.73  (meters)                     GEOID03
 JK0657  DYNAMIC HT  -        2764.789 (meters)    9070.81  (feet)  COMP
 JK0657  MODELED GRAV-     979,252.1   (mgal)                       NAVD 88
 JK0657
 JK0657  VERT ORDER  -  FIRST     CLASS II
 JK0657
 JK0657.The horizontal coordinates were scaled from a topographic map and have
 JK0657.an estimated accuracy of +/- 6 seconds.
 JK0657
 JK0657.The orthometric height was determined by differential leveling
 JK0657.and adjusted by the National Geodetic Survey in June 1991..
 JK0657.WARNING-Repeat measurements at this control monument indicate possible
 JK0657.vertical movement.
 JK0657
 JK0657.The geoid height was determined by GEOID03.
 JK0657
 JK0657.The dynamic height is computed by dividing the NAVD 88
 JK0657.geopotential number by the normal gravity value computed on the
 JK0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0657.degrees latitude (g = 980.6199 gals.).
 JK0657
 JK0657.The modeled gravity was interpolated from observed gravity values.
 JK0657
 JK0657;                    North         East    Units  Estimated Accuracy
 JK0657;SPC CO C     -   427,590.      874,860.      MT  (+/- 180 meters Scaled)
 JK0657
 JK0657                          SUPERSEDED SURVEY CONTROL
 JK0657
 JK0657  NGVD 29 (??/??/92) 2766.730  (m)         9077.18   (f) ADJ UNCH    1 2
 JK0657
 JK0657.Superseded values are not recommended for survey control.
 JK0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0657.See file dsdata.txt to determine how the superseded data were derived.
 JK0657
 JK0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD171103(NAD 83)
 JK0657_MARKER: DB = BENCH MARK DISK
 JK0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0657_STAMPING: N 177 1934
 JK0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0657+STABILITY: SURFACE MOTION
 JK0657
 JK0657  HISTORY     - Date     Condition        Report By
 JK0657  HISTORY     - 1934     MONUMENTED       CGS
 JK0657  HISTORY     - 1954     GOOD             NGS
 JK0657
 JK0657                          STATION DESCRIPTION
 JK0657
 JK0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JK0657'1.4 MI N FROM ANTERO JUNCTION.
 JK0657'0.3 MILE EAST ALONG U.S. HIGHWAY 24 FROM ITS JUNCTION WITH U.S.
 JK0657'HIGHWAY 285 AT ANTERO JUNCTION, THENCE 1.1 MILES NORTH ALONG A
 JK0657'GRAVELED ROAD, 54 FEET WEST OF THE CENTER LINE OF THE ROAD, 27 FEET
 JK0657'SOUTH OF A TELEPHONE POLE, IN LINE WITH A ROW OF POLES, 1 FOOT EAST
 JK0657'OF A FENCE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 JK0657'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0060 ***********************************************************************
 JL0060  DESIGNATION -  N 178
 JL0060  PID         -  JL0060
 JL0060  STATE/COUNTY-  CO/CHAFFEE
 JL0060  USGS QUAD   -  BUENA VISTA EAST (1994)
 JL0060
 JL0060                         *CURRENT SURVEY CONTROL
 JL0060  ___________________________________________________________________
 JL0060* NAD 83(1986)-  38 48 33.     (N)    106 06 52.     (W)     SCALED    
 JL0060* NAVD 88     -      2394.189  (meters)    7854.94   (feet)  ADJUSTED  
 JL0060  ___________________________________________________________________
 JL0060  GEOID HEIGHT-         -14.11  (meters)                     GEOID03
 JL0060  DYNAMIC HT  -        2391.209 (meters)    7845.16  (feet)  COMP
 JL0060  MODELED GRAV-     979,297.7   (mgal)                       NAVD 88
 JL0060
 JL0060  VERT ORDER  -  SECOND    CLASS 0
 JL0060
 JL0060.The horizontal coordinates were scaled from a topographic map and have
 JL0060.an estimated accuracy of +/- 6 seconds.
 JL0060
 JL0060.The orthometric height was determined by differential leveling
 JL0060.and adjusted by the National Geodetic Survey in June 1991..
 JL0060
 JL0060.The geoid height was determined by GEOID03.
 JL0060
 JL0060.The dynamic height is computed by dividing the NAVD 88
 JL0060.geopotential number by the normal gravity value computed on the
 JL0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0060.degrees latitude (g = 980.6199 gals.).
 JL0060
 JL0060.The modeled gravity was interpolated from observed gravity values.
 JL0060
 JL0060;                    North         East    Units  Estimated Accuracy
 JL0060;SPC CO C     -   413,310.      861,040.      MT  (+/- 180 meters Scaled)
 JL0060
 JL0060                          SUPERSEDED SURVEY CONTROL
 JL0060
 JL0060  NGVD 29 (??/??/92) 2392.663  (m)         7849.93   (f) ADJ UNCH    2 0
 JL0060
 JL0060.Superseded values are not recommended for survey control.
 JL0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0060.See file dsdata.txt to determine how the superseded data were derived.
 JL0060
 JL0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC032961(NAD 83)
 JL0060_MARKER: DB = BENCH MARK DISK
 JL0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0060_STAMPING: N 178 1934
 JL0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0060+STABILITY: SURFACE MOTION
 JL0060
 JL0060  HISTORY     - Date     Condition        Report By
 JL0060  HISTORY     - 1934     MONUMENTED       CGS
 JL0060  HISTORY     - 1954     MARK NOT FOUND   NGS
 JL0060
 JL0060                          STATION DESCRIPTION
 JL0060
 JL0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 JL0060'4.6 MI N FROM NATHROP.
 JL0060'4.6 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JL0060'NATHROP, CHAFFEE COUNTY, 78 FEET NORTH OF THE CROSSING OF U. S.
 JL0060'HIGHWAY 24, 47 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 52
 JL0060'FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND 1.8 FEET SOUTHWEST
 JL0060'OF THE RAILROAD RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED N 178
 JL0060'1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0364 ***********************************************************************
 JL0364  DESIGNATION -  N 19
 JL0364  PID         -  JL0364
 JL0364  STATE/COUNTY-  CO/OURAY
 JL0364  USGS QUAD   -  OURAY (1983)
 JL0364
 JL0364                         *CURRENT SURVEY CONTROL
 JL0364  ___________________________________________________________________
 JL0364* NAD 83(1986)-  38 01 21.     (N)    107 40 11.     (W)     SCALED    
 JL0364* NAVD 88     -      2382.481  (meters)    7816.52   (feet)  ADJUSTED  
 JL0364  ___________________________________________________________________
 JL0364  GEOID HEIGHT-         -15.36  (meters)                     GEOID03
 JL0364  DYNAMIC HT  -        2379.274 (meters)    7806.00  (feet)  COMP
 JL0364  MODELED GRAV-     979,199.0   (mgal)                       NAVD 88
 JL0364
 JL0364  VERT ORDER  -  FIRST     CLASS II
 JL0364
 JL0364.The horizontal coordinates were scaled from a topographic map and have
 JL0364.an estimated accuracy of +/- 6 seconds.
 JL0364
 JL0364.The orthometric height was determined by differential leveling
 JL0364.and adjusted by the National Geodetic Survey in June 1991..
 JL0364
 JL0364.The geoid height was determined by GEOID03.
 JL0364
 JL0364.The dynamic height is computed by dividing the NAVD 88
 JL0364.geopotential number by the normal gravity value computed on the
 JL0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0364.degrees latitude (g = 980.6199 gals.).
 JL0364
 JL0364.The modeled gravity was interpolated from observed gravity values.
 JL0364
 JL0364;                    North         East    Units  Estimated Accuracy
 JL0364;SPC CO S     -   457,490.      723,920.      MT  (+/- 180 meters Scaled)
 JL0364
 JL0364                          SUPERSEDED SURVEY CONTROL
 JL0364
 JL0364  NGVD 29 (??/??/92) 2380.900  (m)         7811.34   (f) ADJ UNCH    1 2
 JL0364
 JL0364.Superseded values are not recommended for survey control.
 JL0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0364.See file dsdata.txt to determine how the superseded data were derived.
 JL0364
 JL0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBC656116(NAD 83)
 JL0364_MARKER: DB = BENCH MARK DISK
 JL0364_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JL0364_STAMPING: 7811.336 N 19 1928
 JL0364_MARK LOGO: CGS   
 JL0364_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JL0364
 JL0364  HISTORY     - Date     Condition        Report By
 JL0364  HISTORY     - 1928     MONUMENTED       CGS
 JL0364  HISTORY     - 1985     GOOD             NGS
 JL0364  HISTORY     - 19910624 GOOD             USPSQD
 JL0364  HISTORY     - 20020425 GOOD             USPSQD
 JL0364  HISTORY     - 20030716 GOOD             USPSQD
 JL0364
 JL0364                          STATION DESCRIPTION
 JL0364
 JL0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1928
 JL0364'IN OURAY.
 JL0364'AT OURAY, OURAY COUNTY, AT THE COUNTY COURTHOUSE, IN THE WEST FACE OF
 JL0364'THE CONCRETE FOUNDATION TO THE MAIN ENTRANCE PORTICO, 6 INCHES FROM
 JL0364'THE NORTHWEST CORNER, 6 INCHES NORTH OF THE NORTH SIDE OF THE STEPS,
 JL0364'AND ABOUT 1-1/2 FEET HIGHER THAN THE GROUND.  A STANDARD DISK, STAMPED
 JL0364'7811.336 N 19 1928 AND SET VERTICALLY.
 JL0364
 JL0364                          STATION RECOVERY (1985)
 JL0364
 JL0364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JL0364'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN OURAY, AT
 JL0364'541 4TH STREET, SET VERTICALLY IN THE NORTHWEST CORNER OF THE CONCRETE
 JL0364'PORCH OF THE COURTHOUSE, 4.9 M (16.1 FT) SOUTHWEST OF THE NORTHWEST
 JL0364'CORNER OF THE COURTHOUSE, AND 1.7 M (5.6 FT) NORTH OF THE CENTER OF
 JL0364'THE WEST ENTRANCE.
 JL0364'THE MARK IS 0.5 M ABOVE THE GROUND.
 JL0364
 JL0364                          STATION RECOVERY (1991)
 JL0364
 JL0364'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 JL0364'RECOVERED IN GOOD CONDITION.
 JL0364
 JL0364                          STATION RECOVERY (2002)
 JL0364
 JL0364'RECOVERY NOTE BY US POWER SQUADRON 2002 (KFJ)
 JL0364'RECOVERED IN GOOD CONDITION.
 JL0364
 JL0364                          STATION RECOVERY (2003)
 JL0364
 JL0364'RECOVERY NOTE BY US POWER SQUADRON 2003 (KFJ)
 JL0364'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0232 ***********************************************************************
 KJ0232  DESIGNATION -  N 2
 KJ0232  PID         -  KJ0232
 KJ0232  STATE/COUNTY-  CO/ELBERT
 KJ0232  USGS QUAD   -  RIVER BEND (1970)
 KJ0232
 KJ0232                         *CURRENT SURVEY CONTROL
 KJ0232  ___________________________________________________________________
 KJ0232* NAD 83(1986)-  39 17 28.     (N)    103 47 48.     (W)     SCALED    
 KJ0232* NAVD 88     -      1675.841  (meters)    5498.15   (feet)  ADJUSTED  
 KJ0232  ___________________________________________________________________
 KJ0232  GEOID HEIGHT-         -19.38  (meters)                     GEOID03
 KJ0232  DYNAMIC HT  -        1674.224 (meters)    5492.85  (feet)  COMP
 KJ0232  MODELED GRAV-     979,602.7   (mgal)                       NAVD 88
 KJ0232
 KJ0232  VERT ORDER  -  FIRST     CLASS II
 KJ0232
 KJ0232.The horizontal coordinates were scaled from a topographic map and have
 KJ0232.an estimated accuracy of +/- 6 seconds.
 KJ0232
 KJ0232.The orthometric height was determined by differential leveling
 KJ0232.and adjusted by the National Geodetic Survey in June 1991..
 KJ0232
 KJ0232.The geoid height was determined by GEOID03.
 KJ0232
 KJ0232.The dynamic height is computed by dividing the NAVD 88
 KJ0232.geopotential number by the normal gravity value computed on the
 KJ0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0232.degrees latitude (g = 980.6199 gals.).
 KJ0232
 KJ0232.The modeled gravity was interpolated from observed gravity values.
 KJ0232
 KJ0232;                    North         East    Units  Estimated Accuracy
 KJ0232;SPC CO C     -   468,000.    1,061,330.      MT  (+/- 180 meters Scaled)
 KJ0232
 KJ0232                          SUPERSEDED SURVEY CONTROL
 KJ0232
 KJ0232  NGVD 29 (??/??/92) 1675.012  (m)         5495.44   (f) ADJ UNCH    1 2
 KJ0232
 KJ0232.Superseded values are not recommended for survey control.
 KJ0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0232.See file dsdata.txt to determine how the superseded data were derived.
 KJ0232
 KJ0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD037497(NAD 83)
 KJ0232_MARKER: Z = SEE DESCRIPTION
 KJ0232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0232_SP_SET: GRANITE POST
 KJ0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0232+STABILITY: SURFACE MOTION
 KJ0232
 KJ0232  HISTORY     - Date     Condition        Report By
 KJ0232  HISTORY     - UNK      MONUMENTED       CGS
 KJ0232  HISTORY     - 1971     GOOD             NGS
 KJ0232
 KJ0232                          STATION DESCRIPTION
 KJ0232
 KJ0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 KJ0232'AT RIVER BEND.
 KJ0232'AT RIVER BEND, ELBERT COUNTY, ON THE UNION PACIFIC RAILROAD,
 KJ0232'0.1 MILE WEST OF THE STATION, 310 FEET EAST OF THE WEST SWITCH OF
 KJ0232'THE SIDETRACK, 88 FEET WEST OF CULVERT 556.74, 90 FEET NORTH OF THE
 KJ0232'CENTERLINE OF THE TRACK, AT THE SOUTHEAST CORNER OF THE YARD TO AN
 KJ0232'ABANDONED SECTIONHOUSE (THE EASTERMOST ONE OF THREE HOUSES), 6 FEET
 KJ0232'NORTHWEST OF THE CORNER FENCE POST, AND LEVEL WITH THE MAIN
 KJ0232'TRACK.  THE BOTTOM OF A SQUARE HOLE, SURROUNDED BY THE LETTERS USBM
 KJ0232'CUT ON THE TOP OF A GRANITE POST PROJECTING 1 FOOT ABOVE GROUND.
 KJ0232'NOTE-- 2 MI NW ALONG THE U.P. RAILROAD FROM THE STATION AT LIMON, 130
 KJ0232'FT. WEST OF A WINDMILL, 90 FT EAST OF THE R.R. TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0247 ***********************************************************************
 HL0247  DESIGNATION -  N 20
 HL0247  PID         -  HL0247
 HL0247  STATE/COUNTY-  CO/LA PLATA
 HL0247  USGS QUAD   -  DURANGO EAST (1963)
 HL0247
 HL0247                         *CURRENT SURVEY CONTROL
 HL0247  ___________________________________________________________________
 HL0247* NAD 83(1986)-  37 21 02.     (N)    107 51 06.     (W)     SCALED    
 HL0247* NAVD 88     -      1997.488  (meters)    6553.43   (feet)  POSTED    
 HL0247  ___________________________________________________________________
 HL0247  GEOID HEIGHT-         -18.12  (meters)                     GEOID03
 HL0247  DYNAMIC HT  -        1994.910 (meters)    6544.97  (feet)  COMP
 HL0247  MODELED GRAV-     979,271.4   (mgal)                       NAVD 88
 HL0247
 HL0247  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HL0247
 HL0247.The horizontal coordinates were scaled from a topographic map and have
 HL0247.an estimated accuracy of +/- 6 seconds.
 HL0247
 HL0247.The orthometric height was determined by differential leveling
 HL0247.and adjusted by the National Geodetic Survey in 1992..
 HL0247.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HL0247.rate of 0.0 thru 1.0 mm/km.
 HL0247
 HL0247.The geoid height was determined by GEOID03.
 HL0247
 HL0247.The dynamic height is computed by dividing the NAVD 88
 HL0247.geopotential number by the normal gravity value computed on the
 HL0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0247.degrees latitude (g = 980.6199 gals.).
 HL0247
 HL0247.The modeled gravity was interpolated from observed gravity values.
 HL0247
 HL0247;                    North         East    Units  Estimated Accuracy
 HL0247;SPC CO S     -   383,320.      706,070.      MT  (+/- 180 meters Scaled)
 HL0247
 HL0247                          SUPERSEDED SURVEY CONTROL
 HL0247
 HL0247  NGVD 29 (??/??/92) 1996.251  (m)         6549.37   (f) ADJ UNCH    1 2
 HL0247
 HL0247.Superseded values are not recommended for survey control.
 HL0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0247.See file dsdata.txt to determine how the superseded data were derived.
 HL0247
 HL0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB474375(NAD 83)
 HL0247_MARKER: DB = BENCH MARK DISK
 HL0247_SETTING: 0 = UNSPECIFIED SETTING
 HL0247_STAMPING: N 20 1928
 HL0247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 HL0247
 HL0247  HISTORY     - Date     Condition        Report By
 HL0247  HISTORY     - 1928     MONUMENTED       CGS
 HL0247  HISTORY     - 1961     GOOD             USGS
 HL0247  HISTORY     - 1985     MARK NOT FOUND   NGS
 HL0247
 HL0247                          STATION DESCRIPTION
 HL0247
 HL0247'DESCRIBED BY US GEOLOGICAL SURVEY 1961
 HL0247'4.3 MI S FROM HERMOSA.
 HL0247'ABOUT 4.3 MI. S ALONG D AND RGW RAILROAD FROM HERMOSA.  ABOUT 6.3 MI.
 HL0247'NORTH ALONG U.S. HWY. 550 FROM D AND RGW R.R. STA. IN DURANGO, ABOUT
 HL0247'1,400. FT. EAST OF HWY., 163 FT. SOUTH OF R.R. TRACK AT DITCH
 HL0247'CROSSING, 32 FT. WEST OF R.R. TRACK AND ABOUT 575 FT SOUTH OF MILEPOST
 HL0247'458.
 HL0247
 HL0247                          STATION RECOVERY (1985)
 HL0247
 HL0247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HL0247'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0328 ***********************************************************************
 LK0328  DESIGNATION -  N 207
 LK0328  PID         -  LK0328
 LK0328  STATE/COUNTY-  CO/WELD
 LK0328  USGS QUAD   -  RAYMER (1978)
 LK0328
 LK0328                         *CURRENT SURVEY CONTROL
 LK0328  ___________________________________________________________________
 LK0328* NAD 83(1986)-  40 37 00.     (N)    103 48 15.     (W)     SCALED    
 LK0328* NAVD 88     -      1437.618  (meters)    4716.59   (feet)  ADJUSTED  
 LK0328  ___________________________________________________________________
 LK0328  GEOID HEIGHT-         -19.00  (meters)                     GEOID03
 LK0328  DYNAMIC HT  -        1436.477 (meters)    4712.84  (feet)  COMP
 LK0328  MODELED GRAV-     979,780.1   (mgal)                       NAVD 88
 LK0328
 LK0328  VERT ORDER  -  SECOND    CLASS 0
 LK0328
 LK0328.The horizontal coordinates were scaled from a topographic map and have
 LK0328.an estimated accuracy of +/- 6 seconds.
 LK0328
 LK0328.The orthometric height was determined by differential leveling
 LK0328.and adjusted by the National Geodetic Survey in June 1991..
 LK0328
 LK0328.The geoid height was determined by GEOID03.
 LK0328
 LK0328.The dynamic height is computed by dividing the NAVD 88
 LK0328.geopotential number by the normal gravity value computed on the
 LK0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0328.degrees latitude (g = 980.6199 gals.).
 LK0328
 LK0328.The modeled gravity was interpolated from observed gravity values.
 LK0328
 LK0328;                    North         East    Units  Estimated Accuracy
 LK0328;SPC CO N     -   448,670.    1,057,890.      MT  (+/- 180 meters Scaled)
 LK0328
 LK0328                          SUPERSEDED SURVEY CONTROL
 LK0328
 LK0328  NGVD 29 (??/??/92) 1436.925  (m)         4714.31   (f) ADJ UNCH    2 0
 LK0328
 LK0328.Superseded values are not recommended for survey control.
 LK0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0328.See file dsdata.txt to determine how the superseded data were derived.
 LK0328
 LK0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFE011968(NAD 83)
 LK0328_MARKER: DB = BENCH MARK DISK
 LK0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0328_STAMPING: N 207 1934
 LK0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0328+STABILITY: SURFACE MOTION
 LK0328
 LK0328  HISTORY     - Date     Condition        Report By
 LK0328  HISTORY     - 1934     MONUMENTED       CGS
 LK0328  HISTORY     - 1981     MARK NOT FOUND   CODH
 LK0328
 LK0328                          STATION DESCRIPTION
 LK0328
 LK0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LK0328'2.2 MI NE FROM NEW RAYMER.
 LK0328'2.2 MILES NORTHEAST ALONG THE CHICAGO, BURLINGTON AND QUINCY
 LK0328'RAILROAD FROM THE STATION AT NEW RAYMER, WELD COUNTY, 120.0 FEET
 LK0328'NORTHEAST OF MILEPOST 264, 40.3 FEET SOUTHEAST OF THE SOUTHEAST
 LK0328'RAIL, AND 7.6 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 LK0328'DISK, STAMPED N 207 1934 AND SET IN A CONCRETE POST.
 LK0328
 LK0328                          STATION RECOVERY (1981)
 LK0328
 LK0328'RECOVERY NOTE BY COLORADO STATE DEPARTMENT OF HIGHWAYS 1981
 LK0328'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0374 ***********************************************************************
 LL0374  DESIGNATION -  N 208
 LL0374  PID         -  LL0374
 LL0374  STATE/COUNTY-  CO/WELD
 LL0374  USGS QUAD   -  PURCELL (1960)
 LL0374
 LL0374                         *CURRENT SURVEY CONTROL
 LL0374  ___________________________________________________________________
 LL0374* NAD 83(1986)-  40 38 19.     (N)    104 33 20.     (W)     SCALED    
 LL0374* NAVD 88     -      1517.987  (meters)    4980.26   (feet)  ADJUSTED  
 LL0374  ___________________________________________________________________
 LL0374  GEOID HEIGHT-         -17.91  (meters)                     GEOID03
 LL0374  DYNAMIC HT  -        1516.728 (meters)    4976.13  (feet)  COMP
 LL0374  MODELED GRAV-     979,742.0   (mgal)                       NAVD 88
 LL0374
 LL0374  VERT ORDER  -  SECOND    CLASS 0
 LL0374
 LL0374.The horizontal coordinates were scaled from a topographic map and have
 LL0374.an estimated accuracy of +/- 6 seconds.
 LL0374
 LL0374.The orthometric height was determined by differential leveling
 LL0374.and adjusted by the National Geodetic Survey in June 1991..
 LL0374
 LL0374.The geoid height was determined by GEOID03.
 LL0374
 LL0374.The dynamic height is computed by dividing the NAVD 88
 LL0374.geopotential number by the normal gravity value computed on the
 LL0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0374.degrees latitude (g = 980.6199 gals.).
 LL0374
 LL0374.The modeled gravity was interpolated from observed gravity values.
 LL0374
 LL0374;                    North         East    Units  Estimated Accuracy
 LL0374;SPC CO N     -   450,160.      994,290.      MT  (+/- 180 meters Scaled)
 LL0374
 LL0374                          SUPERSEDED SURVEY CONTROL
 LL0374
 LL0374  NGVD 29 (??/??/92) 1517.090  (m)         4977.32   (f) ADJ UNCH    2 0
 LL0374
 LL0374.Superseded values are not recommended for survey control.
 LL0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0374.See file dsdata.txt to determine how the superseded data were derived.
 LL0374
 LL0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE375987(NAD 83)
 LL0374_MARKER: DB = BENCH MARK DISK
 LL0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0374_STAMPING: N 208 1934
 LL0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0374+STABILITY: SURFACE MOTION
 LL0374
 LL0374  HISTORY     - Date     Condition        Report By
 LL0374  HISTORY     - 1934     MONUMENTED       CGS
 LL0374  HISTORY     - 1941     GOOD             NGS
 LL0374
 LL0374                          STATION DESCRIPTION
 LL0374
 LL0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 LL0374'11.7 MI W FROM BRIGGSDALE.
 LL0374'11.7 MILES WEST ALONG OLD STATE HIGHWAY 14 FROM THE POST OFFICE
 LL0374'AT BRIGGSDALE, WELD COUNTY, ON THE OLD HIGHWAY, 250 FEET NORTH
 LL0374'OF THE OLD FOUNDATION OF A RANCH HOUSE AND A CEMENT SILO, 47.2
 LL0374'FEET NORTH OF THE CENTERLINE OF THE OLD HIGHWAY, AND LEVEL WITH
 LL0374'THE HIGHWAY.  A STANDARD DISK, STAMPED N 208 1934 AND SET IN THE
 LL0374'TOP OF A CONCRETE POST.
 LL0374
 LL0374                          STATION RECOVERY (1941)
 LL0374
 LL0374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 LL0374'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0008 ***********************************************************************
 LL0008  DESIGNATION -  N 209
 LL0008  PID         -  LL0008
 LL0008  STATE/COUNTY-  CO/WELD
 LL0008  USGS QUAD   -  GROVER SOUTH (1972)
 LL0008
 LL0008                         *CURRENT SURVEY CONTROL
 LL0008  ___________________________________________________________________
 LL0008* NAD 83(1986)-  40 52 04.     (N)    104 13 22.     (W)     SCALED    
 LL0008* NAVD 88     -      1546.457  (meters)    5073.67   (feet)  ADJUSTED  
 LL0008  ___________________________________________________________________
 LL0008  GEOID HEIGHT-         -18.19  (meters)                     GEOID03
 LL0008  DYNAMIC HT  -        1545.206 (meters)    5069.56  (feet)  COMP
 LL0008  MODELED GRAV-     979,761.2   (mgal)                       NAVD 88
 LL0008
 LL0008  VERT ORDER  -  SECOND    CLASS 0
 LL0008
 LL0008.The horizontal coordinates were scaled from a topographic map and have
 LL0008.an estimated accuracy of +/- 6 seconds.
 LL0008
 LL0008.The orthometric height was determined by differential leveling
 LL0008.and adjusted by the National Geodetic Survey in June 1991..
 LL0008.WARNING-Repeat measurements at this control monument indicate possible
 LL0008.vertical movement.
 LL0008
 LL0008.The geoid height was determined by GEOID03.
 LL0008
 LL0008.The dynamic height is computed by dividing the NAVD 88
 LL0008.geopotential number by the normal gravity value computed on the
 LL0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0008.degrees latitude (g = 980.6199 gals.).
 LL0008
 LL0008.The modeled gravity was interpolated from observed gravity values.
 LL0008
 LL0008;                    North         East    Units  Estimated Accuracy
 LL0008;SPC CO N     -   475,950.    1,022,070.      MT  (+/- 180 meters Scaled)
 LL0008
 LL0008                          SUPERSEDED SURVEY CONTROL
 LL0008
 LL0008  NGVD 29 (??/??/92) 1545.637  (m)         5070.98   (f) ADJ UNCH    2 0
 LL0008
 LL0008.Superseded values are not recommended for survey control.
 LL0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0008.See file dsdata.txt to determine how the superseded data were derived.
 LL0008
 LL0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF654243(NAD 83)
 LL0008_MARKER: DB = BENCH MARK DISK
 LL0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0008_STAMPING: N 209 1934
 LL0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0008+STABILITY: SURFACE MOTION
 LL0008
 LL0008  HISTORY     - Date     Condition        Report By
 LL0008  HISTORY     - 1934     MONUMENTED       CGS
 LL0008  HISTORY     - 1952     GOOD             NGS
 LL0008  HISTORY     - 1972     MARK NOT FOUND   NGS
 LL0008
 LL0008                          STATION DESCRIPTION
 LL0008
 LL0008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 LL0008'AT GROVER.
 LL0008'AT GROVER, 84.4 FEET EAST OF THE NORTH CORNER OF A GRAIN ELEVATOR,
 LL0008'21.8 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK OF THE
 LL0008'CHICAGO, BURLINGTON AND QUINCY RAILROAD, 67.8 FEET NORTHWEST OF THE
 LL0008'WEST CORNER OF THE RAILROAD STATION, 13.6 FEET SOUTHEAST OF THE MIDDLE
 LL0008'WOODEN LEG OF A WATER TANK, SET IN THE TOP OF A CONCRETE POST WHICH
 LL0008'PROJECTS 0.2 FOOT ABOVE THE GROUND.
 LL0008
 LL0008                          STATION RECOVERY (1972)
 LL0008
 LL0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 LL0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0096 ***********************************************************************
 HK0096  DESIGNATION -  N 21
 HK0096  PID         -  HK0096
 HK0096  STATE/COUNTY-  CO/LAS ANIMAS
 HK0096  USGS QUAD   -  LUDLOW (1971)
 HK0096
 HK0096                         *CURRENT SURVEY CONTROL
 HK0096  ___________________________________________________________________
 HK0096* NAD 83(1986)-  37 20 03.     (N)    104 35 01.     (W)     SCALED    
 HK0096* NAVD 88     -      1914.348  (meters)    6280.66   (feet)  ADJUSTED  
 HK0096  ___________________________________________________________________
 HK0096  GEOID HEIGHT-         -18.80  (meters)                     GEOID03
 HK0096  DYNAMIC HT  -        1911.987 (meters)    6272.91  (feet)  COMP
 HK0096  MODELED GRAV-     979,329.3   (mgal)                       NAVD 88
 HK0096
 HK0096  VERT ORDER  -  FIRST     CLASS II
 HK0096
 HK0096.The horizontal coordinates were scaled from a topographic map and have
 HK0096.an estimated accuracy of +/- 6 seconds.
 HK0096
 HK0096.The orthometric height was determined by differential leveling
 HK0096.and adjusted by the National Geodetic Survey in June 1991..
 HK0096
 HK0096.The geoid height was determined by GEOID03.
 HK0096
 HK0096.The dynamic height is computed by dividing the NAVD 88
 HK0096.geopotential number by the normal gravity value computed on the
 HK0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0096.degrees latitude (g = 980.6199 gals.).
 HK0096
 HK0096.The modeled gravity was interpolated from observed gravity values.
 HK0096
 HK0096;                    North         East    Units  Estimated Accuracy
 HK0096;SPC CO S     -   379,280.      995,610.      MT  (+/- 180 meters Scaled)
 HK0096
 HK0096                          SUPERSEDED SURVEY CONTROL
 HK0096
 HK0096  NGVD 29 (??/??/92) 1913.302  (m)         6277.23   (f) ADJ UNCH    1 2
 HK0096
 HK0096.Superseded values are not recommended for survey control.
 HK0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0096.See file dsdata.txt to determine how the superseded data were derived.
 HK0096
 HK0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEB368320(NAD 83)
 HK0096_MARKER: DB = BENCH MARK DISK
 HK0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HK0096_STAMPING: 6277.225 N 21 1929
 HK0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0096+STABILITY: SURFACE MOTION
 HK0096
 HK0096  HISTORY     - Date     Condition        Report By
 HK0096  HISTORY     - 1929     MONUMENTED       CGS
 HK0096  HISTORY     - 1971     GOOD             USGS
 HK0096
 HK0096                          STATION DESCRIPTION
 HK0096
 HK0096'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 HK0096'6.5 MI S FROM AGUILAR.
 HK0096'14.5 MILES NORTH ALONG THE COLORADO AND SOUTHERN RAILWAY FROM THE
 HK0096'STATION AT TRINIDAD, LAS ANIMAS COUNTY, 6.5 MILES SOUTH OF AGUILAR,
 HK0096'AT LUDLOW, 0.3 MILES   NORTH OF A CURVE, 0.3 MILES SOUTH OF A
 HK0096'COUNTY ROAD CROSSING THE TRACK, 72 FEET SOUTHEAST OF A SWITCH ON
 HK0096'THE SIDING, 82.5 FEET NORTHEAST OF A CONCRETE CISTERN 40.5 FEET
 HK0096'EAST OF THE MAIN TRACK, 40 FEET WEST OF THE CENTERLINE OF A
 HK0096'GRAVEL ROAD, AND 3 1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK
 HK0096'STAMPED 6277.255 N 21 1929, AND SET IN THE TOP OF A CONCRETE POST
 HK0096'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0788 ***********************************************************************
 LK0788  DESIGNATION -  N 213 RESET
 LK0788  PID         -  LK0788
 LK0788  STATE/COUNTY-  CO/PHILLIPS
 LK0788  USGS QUAD   -  AMHERST (1980)
 LK0788
 LK0788                         *CURRENT SURVEY CONTROL
 LK0788  ___________________________________________________________________
 LK0788* NAD 83(1986)-  40 42 11.     (N)    102 07 59.     (W)     SCALED    
 LK0788* NAVD 88     -      1117.00   (meters)    3664.7    (feet)  RESET     
 LK0788  ___________________________________________________________________
 LK0788  GEOID HEIGHT-         -21.04  (meters)                     GEOID03
 LK0788
 LK0788  VERT ORDER  -  THIRD
 LK0788
 LK0788.The horizontal coordinates were scaled from a topographic map and have
 LK0788.an estimated accuracy of +/- 6 seconds.
 LK0788
 LK0788.The orthometric height was computed from unverified reset data.
 LK0788.No vertical observational check was made to the station.
 LK0788
 LK0788.The geoid height was determined by GEOID03.
 LK0788
 LK0788;                    North         East    Units  Estimated Accuracy
 LK0788;SPC CO N     -   462,290.    1,198,880.      MT  (+/- 180 meters Scaled)
 LK0788
 LK0788                          SUPERSEDED SURVEY CONTROL
 LK0788
 LK0788  NGVD 29 (03/28/06) 1116.55   (m)         3663.2    (f) RESET       3  
 LK0788
 LK0788.Superseded values are not recommended for survey control.
 LK0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0788.See file dsdata.txt to determine how the superseded data were derived.
 LK0788
 LK0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TGF422097(NAD 83)
 LK0788_MARKER: DB = BENCH MARK DISK
 LK0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0788_SP_SET: CONCRETE POST
 LK0788_STAMPING: N 213 RESET 1981
 LK0788_MARK LOGO: NGS   
 LK0788_PROJECTION: PROJECTING 20 CENTIMETERS
 LK0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0788+STABILITY: SURFACE MOTION
 LK0788
 LK0788  HISTORY     - Date     Condition        Report By
 LK0788  HISTORY     - 1981     MONUMENTED       NGS
 LK0788
 LK0788                          STATION DESCRIPTION
 LK0788
 LK0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 LK0788'3.5 KM (2.15 MI) NE FROM AMHERST.
 LK0788'3.5 KM (2.15 MI) NORTHEAST ALONG THE BURLINGTON RAILROAD FROM THE
 LK0788'STATION IN AMHERST AT MILEPOST 168, ABOUT .16 KM (0.10 MI) SOUTHWEST
 LK0788'OF THE INTERSECTION OF COUNTY ROAD 55 AND STATE HIGHWAY 176, 19.9 M
 LK0788'(65.3 FT) SOUTHEAST OF CENTERLINE OF STATE HIGHWAY 176, 5.2 M
 LK0788'(17.1 FT) NORTHWEST OF THE NORTHERN RAIL OF TRACK, AND 1.4 M (4.6 FT)
 LK0788'NORTHWEST OF MILEPOST 168.
 LK0788'THE MARK IS 5.2 FT  ENE FROM  A WITNESS POST
 LK0788'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 176.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0546 ***********************************************************************
 KK0546  DESIGNATION -  N 23
 KK0546  PID         -  KK0546
 KK0546  STATE/COUNTY-  CO/DOUGLAS
 KK0546  USGS QUAD   -  LITTLETON (1994)
 KK0546
 KK0546                         *CURRENT SURVEY CONTROL
 KK0546  ___________________________________________________________________
 KK0546* NAD 83(1986)-  39 30 24.     (N)    105 01 09.     (W)     SCALED    
 KK0546* NAVD 88     -      1698.951  (meters)    5573.98   (feet)  ADJUSTED  
 KK0546  ___________________________________________________________________
 KK0546  GEOID HEIGHT-         -16.47  (meters)                     GEOID03
 KK0546  DYNAMIC HT  -        1697.251 (meters)    5568.40  (feet)  COMP
 KK0546  MODELED GRAV-     979,566.8   (mgal)                       NAVD 88
 KK0546
 KK0546  VERT ORDER  -  FIRST     CLASS II
 KK0546
 KK0546.The horizontal coordinates were scaled from a topographic map and have
 KK0546.an estimated accuracy of +/- 6 seconds.
 KK0546
 KK0546.The orthometric height was determined by differential leveling
 KK0546.and adjusted by the National Geodetic Survey in June 1991..
 KK0546
 KK0546.The geoid height was determined by GEOID03.
 KK0546
 KK0546.The dynamic height is computed by dividing the NAVD 88
 KK0546.geopotential number by the normal gravity value computed on the
 KK0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0546.degrees latitude (g = 980.6199 gals.).
 KK0546
 KK0546.The modeled gravity was interpolated from observed gravity values.
 KK0546
 KK0546;                    North         East    Units  Estimated Accuracy
 KK0546;SPC CO C     -   490,670.      955,750.      MT  (+/- 180 meters Scaled)
 KK0546
 KK0546                          SUPERSEDED SURVEY CONTROL
 KK0546
 KK0546  NGVD 29 (??/??/??) 1698.017  (m)         5570.91   (f) ADJUSTED    1 2
 KK0546
 KK0546.Superseded values are not recommended for survey control.
 KK0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0546.See file dsdata.txt to determine how the superseded data were derived.
 KK0546
 KK0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD983730(NAD 83)
 KK0546_MARKER: DB = BENCH MARK DISK
 KK0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0546_STAMPING: N 23 1929
 KK0546_MARK LOGO: CGS   
 KK0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0546+STABILITY: SURFACE MOTION
 KK0546
 KK0546  HISTORY     - Date     Condition        Report By
 KK0546  HISTORY     - 1929     MONUMENTED       CGS
 KK0546  HISTORY     - 1951     GOOD             NGS
 KK0546  HISTORY     - 1955     GOOD             NGS
 KK0546  HISTORY     - 1983     GOOD             NGS
 KK0546  HISTORY     - 1984     GOOD             NGS
 KK0546  HISTORY     - 20000913 GOOD             MSAM
 KK0546
 KK0546                          STATION DESCRIPTION
 KK0546
 KK0546'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 KK0546'8.2 MI S FROM LITTLETON.
 KK0546'8.2 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN
 KK0546'RAILROAD FROM THE STATION AT LITTLETON, 0.25 MILE WEST OF U.S.
 KK0546'HIGHWAYS 85 AND 87, 1.2 MILES SOUTH OF THE ABANDONED STATION AT
 KK0546'ACEQUIA, AT A ROAD CROSSING, 45 FEET WEST OF THE WEST RAIL OF
 KK0546'THE MAIN TRACK, 42 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD
 KK0546'LEADING WEST TO THE KASSLER FILTER PLANT, 37 FEET NORTHWEST
 KK0546'OF A TELEPHONE POLE, 13 FEET SOUTH OF A POWER POLE, 1.5 FEET EAST
 KK0546'OF A FENCE, 1 FOOT WEST OF A WITNESS POST, SET IN THE TOP OF A
 KK0546'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
 KK0546
 KK0546                          STATION RECOVERY (1955)
 KK0546
 KK0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0546'RECOVERED IN GOOD CONDITION.
 KK0546
 KK0546                          STATION RECOVERY (1983)
 KK0546
 KK0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0546'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 KK0546'CHANGE THE MILEAGE FROM 8.2 MILES SOUTH OF LITTLETON TO 8.0 MILES
 KK0546'SOUTH OF LITTLETON.  THE MONUMENT HAS BEEN HIT AND THE SOUTHEAST
 KK0546'CORNER CHIPPED OFF, BUT IS SOLID IN THE GROUND WITH NO APPARENT
 KK0546'MOVEMENT.
 KK0546
 KK0546                          STATION RECOVERY (1984)
 KK0546
 KK0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK0546'RECOVERED IN GOOD CONDITION.
 KK0546
 KK0546                          STATION RECOVERY (2000)
 KK0546
 KK0546'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2000 (RB)
 KK0546'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0133 ***********************************************************************
 KK0133  DESIGNATION -  N 24
 KK0133  PID         -  KK0133
 KK0133  STATE/COUNTY-  CO/EL PASO
 KK0133  USGS QUAD   -  CALHAN (1970)
 KK0133
 KK0133                         *CURRENT SURVEY CONTROL
 KK0133  ___________________________________________________________________
 KK0133* NAD 83(1986)-  39 03 20.     (N)    104 15 57.     (W)     SCALED    
 KK0133* NAVD 88     -      1949.232  (meters)    6395.11   (feet)  ADJUSTED  
 KK0133  ___________________________________________________________________
 KK0133  GEOID HEIGHT-         -18.51  (meters)                     GEOID03
 KK0133  DYNAMIC HT  -        1947.133 (meters)    6388.22  (feet)  COMP
 KK0133  MODELED GRAV-     979,481.7   (mgal)                       NAVD 88
 KK0133
 KK0133  VERT ORDER  -  SECOND    CLASS 0
 KK0133
 KK0133.The horizontal coordinates were scaled from a topographic map and have
 KK0133.an estimated accuracy of +/- 6 seconds.
 KK0133
 KK0133.The orthometric height was determined by differential leveling
 KK0133.and adjusted by the National Geodetic Survey in June 1991..
 KK0133
 KK0133.The geoid height was determined by GEOID03.
 KK0133
 KK0133.The dynamic height is computed by dividing the NAVD 88
 KK0133.geopotential number by the normal gravity value computed on the
 KK0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0133.degrees latitude (g = 980.6199 gals.).
 KK0133
 KK0133.The modeled gravity was interpolated from observed gravity values.
 KK0133
 KK0133;                    North         East    Units  Estimated Accuracy
 KK0133;SPC CO C     -   441,200.    1,021,220.      MT  (+/- 180 meters Scaled)
 KK0133
 KK0133                          SUPERSEDED SURVEY CONTROL
 KK0133
 KK0133  NGVD 29 (??/??/92) 1948.181  (m)         6391.66   (f) ADJ UNCH    2 0
 KK0133
 KK0133.Superseded values are not recommended for survey control.
 KK0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0133.See file dsdata.txt to determine how the superseded data were derived.
 KK0133
 KK0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED635231(NAD 83)
 KK0133_MARKER: DB = BENCH MARK DISK
 KK0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0133_STAMPING: N 24 1929
 KK0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0133+STABILITY: SURFACE MOTION
 KK0133
 KK0133  HISTORY     - Date     Condition        Report By
 KK0133  HISTORY     - 1929     MONUMENTED       CGS
 KK0133  HISTORY     - 1934     GOOD             NGS
 KK0133  HISTORY     - 1981     GOOD             NGS
 KK0133
 KK0133                          STATION DESCRIPTION
 KK0133
 KK0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 KK0133'2.4 MI NE FROM CALHAN.
 KK0133'2.4 MILES NORTHEAST ALONG THE CHICAGO, ROCK ISLAND AND PACIFIC
 KK0133'RAILROAD FROM THE STATION AT CALHAN, 0.1 MILE SOUTH OF MILEPOST 568,
 KK0133'135 FEET SOUTH OF THE CROSSING OF A ROW OF POWERLINE POLES, 95
 KK0133'FEET EAST OF THE CENTERLINE OF THE TRACK, 33 FEET WEST OF THE
 KK0133'CENTERLINE OF U.S. HIGHWAY 24, 1.5 FEET WEST OF A POINT 4.5 FEET
 KK0133'SOUTH OF THE SOUTH GATEPOST OF A FENCE IN THE EAST RIGHT-OF-WAY
 KK0133'FENCE, AND ABOUT 2 FEET HIGHER THAN THE TRACK.  A STANDARD DISK,
 KK0133'STAMPED N 24 1929 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KK0133'ABOUT 6 INCHES ABOVE GROUND.
 KK0133
 KK0133                          STATION RECOVERY (1981)
 KK0133
 KK0133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 KK0133'THE BENCH MARK WAS RECOVERED IN GOOD CONDITION AND A WITNESS POST WAS
 KK0133'ADDED AT THIS TIME. A NEW DESCRIPTION FOLLOWS DUE TO CHANGES AT THE
 KK0133'SITE. THE BENCH MARK IS 3.8 KM (2.4 MILES) NORTHEAST ALONG THE
 KK0133'RAILROAD TRACKS FROM THE OLD STATION IS CALHAN. IT IS 28.5 MI (95
 KK0133'FEET) EAST OF THE CENTERLINE OF THE TRACK, 1.4 M (4.5 FEET) SOUTH OF
 KK0133'THE SOUTH GATE POST OF THE EAST RIGHT OF WAY FENCE, AND 0.6 M (2
 KK0133'FEET) WEST FROM THE RIGHT OF WAY FENCE. U.S. HIGHWAY 24 HAS BEEN
 KK0133'MOVED 0.5 KM (0.3 MILE) EAST OF ITS POSITION IN 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0328 ***********************************************************************
 JJ0328  DESIGNATION -  N 25
 JJ0328  PID         -  JJ0328
 JJ0328  STATE/COUNTY-  CO/LINCOLN
 JJ0328  USGS QUAD   -  BOYERO (1978)
 JJ0328
 JJ0328                         *CURRENT SURVEY CONTROL
 JJ0328  ___________________________________________________________________
 JJ0328* NAD 83(1986)-  38 58 06.     (N)    103 18 05.     (W)     SCALED    
 JJ0328* NAVD 88     -      1458.123  (meters)    4783.86   (feet)  ADJUSTED  
 JJ0328  ___________________________________________________________________
 JJ0328  GEOID HEIGHT-         -21.35  (meters)                     GEOID03
 JJ0328  DYNAMIC HT  -        1456.722 (meters)    4779.26  (feet)  COMP
 JJ0328  MODELED GRAV-     979,615.7   (mgal)                       NAVD 88
 JJ0328
 JJ0328  VERT ORDER  -  FIRST     CLASS II
 JJ0328
 JJ0328.The horizontal coordinates were scaled from a topographic map and have
 JJ0328.an estimated accuracy of +/- 6 seconds.
 JJ0328
 JJ0328.The orthometric height was determined by differential leveling
 JJ0328.and adjusted by the National Geodetic Survey in June 1991..
 JJ0328.WARNING-Repeat measurements at this control monument indicate possible
 JJ0328.vertical movement.
 JJ0328
 JJ0328.The geoid height was determined by GEOID03.
 JJ0328
 JJ0328.The dynamic height is computed by dividing the NAVD 88
 JJ0328.geopotential number by the normal gravity value computed on the
 JJ0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0328.degrees latitude (g = 980.6199 gals.).
 JJ0328
 JJ0328.The modeled gravity was interpolated from observed gravity values.
 JJ0328
 JJ0328;                    North         East    Units  Estimated Accuracy
 JJ0328;SPC CO C     -   433,100.    1,104,910.      MT  (+/- 180 meters Scaled)
 JJ0328
 JJ0328                          SUPERSEDED SURVEY CONTROL
 JJ0328
 JJ0328  NGVD 29 (??/??/92) 1457.425  (m)         4781.57   (f) ADJ UNCH    1 2
 JJ0328
 JJ0328.Superseded values are not recommended for survey control.
 JJ0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0328.See file dsdata.txt to determine how the superseded data were derived.
 JJ0328
 JJ0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD471146(NAD 83)
 JJ0328_MARKER: DB = BENCH MARK DISK
 JJ0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0328_STAMPING: N 25 1929
 JJ0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0328+STABILITY: SURFACE MOTION
 JJ0328
 JJ0328  HISTORY     - Date     Condition        Report By
 JJ0328  HISTORY     - 1929     MONUMENTED       CGS
 JJ0328  HISTORY     - 1938     GOOD             NGS
 JJ0328
 JJ0328                          STATION DESCRIPTION
 JJ0328
 JJ0328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 JJ0328'2.4 MI NW FROM BOYERO.
 JJ0328'2.4 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JJ0328'STATION AT BOYERO, LINCOLN COUNTY, 9 POLES WEST OF MILEPOST 520,
 JJ0328'298 FEET NORTHWEST OF CULVERT 520.18, ABOUT 100 FEET SOUTH OF OLD
 JJ0328'U.S. HIGHWAY 40 S, 90 FEET NORTH OF THE TRACK, IN LINE WITH A ROW
 JJ0328'OF POLES, AND ABOUT 3 FEET HIGHER THAN THE TRACK.  A STANDARD
 JJ0328'DISK, STAMPED N 25 1929 AND SET IN THE TOP OF A CONCRETE POST
 JJ0328'PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0536 ***********************************************************************
 JK0536  DESIGNATION -  N 255
 JK0536  PID         -  JK0536
 JK0536  STATE/COUNTY-  CO/FREMONT
 JK0536  USGS QUAD   -  FLORENCE (1975)
 JK0536
 JK0536                         *CURRENT SURVEY CONTROL
 JK0536  ___________________________________________________________________
 JK0536* NAD 83(1986)-  38 26 47.     (N)    105 00 06.     (W)     SCALED    
 JK0536* NAVD 88     -      1660.212  (meters)    5446.88   (feet)  ADJUSTED  
 JK0536  ___________________________________________________________________
 JK0536  GEOID HEIGHT-         -17.28  (meters)                     GEOID03
 JK0536  DYNAMIC HT  -        1658.417 (meters)    5440.99  (feet)  COMP
 JK0536  MODELED GRAV-     979,489.4   (mgal)                       NAVD 88
 JK0536
 JK0536  VERT ORDER  -  SECOND    CLASS 0
 JK0536
 JK0536.The horizontal coordinates were scaled from a topographic map and have
 JK0536.an estimated accuracy of +/- 6 seconds.
 JK0536
 JK0536.The orthometric height was determined by differential leveling
 JK0536.and adjusted by the National Geodetic Survey in June 1991..
 JK0536
 JK0536.The geoid height was determined by GEOID03.
 JK0536
 JK0536.The dynamic height is computed by dividing the NAVD 88
 JK0536.geopotential number by the normal gravity value computed on the
 JK0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0536.degrees latitude (g = 980.6199 gals.).
 JK0536
 JK0536.The modeled gravity was interpolated from observed gravity values.
 JK0536
 JK0536;                    North         East    Units  Estimated Accuracy
 JK0536;SPC CO C     -   372,970.      957,910.      MT  (+/- 180 meters Scaled)
 JK0536
 JK0536                          SUPERSEDED SURVEY CONTROL
 JK0536
 JK0536  NGVD 29 (??/??/92) 1659.229  (m)         5443.65   (f) ADJ UNCH    2 0
 JK0536
 JK0536.Superseded values are not recommended for survey control.
 JK0536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0536.See file dsdata.txt to determine how the superseded data were derived.
 JK0536
 JK0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC998553(NAD 83)
 JK0536_MARKER: DB = BENCH MARK DISK
 JK0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0536_STAMPING: N 255 1938
 JK0536_MARK LOGO: CGS   
 JK0536_MAGNETIC: O = OTHER; SEE DESCRIPTION
 JK0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0536+STABILITY: SURFACE MOTION
 JK0536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0536+SATELLITE: SATELLITE OBSERVATIONS - August 18, 1997
 JK0536
 JK0536  HISTORY     - Date     Condition        Report By
 JK0536  HISTORY     - 1938     MONUMENTED       CGS
 JK0536  HISTORY     - 1984     MARK NOT FOUND   NGS
 JK0536  HISTORY     - 19970818 GOOD             CODOT
 JK0536
 JK0536                          STATION DESCRIPTION
 JK0536
 JK0536'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JK0536'0.5 MI E FROM PENROSE.
 JK0536'0.5 MILE EAST ALONG STATE HIGHWAY 115 FROM THE JUNCTION WITH STATE
 JK0536'HIGHWAY 120 AT PENROSE, JUST SOUTH OF AN APPLE ORCHARD, AT A TURN
 JK0536'FROM NORTH TO WEST, 75 FEET WEST OF A SINCLAIR SERVICE STATION,
 JK0536'AND 35 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 JK0536'STAMPED N 255 1938 AND SET IN THE TOP OF A CONCRETE POST.
 JK0536
 JK0536                          STATION RECOVERY (1984)
 JK0536
 JK0536'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0536'MARK NOT FOUND.
 JK0536
 JK0536                          STATION RECOVERY (1997)
 JK0536
 JK0536'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (PGG)
 JK0536'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0322 ***********************************************************************
 JJ0322  DESIGNATION -  N 256
 JJ0322  PID         -  JJ0322
 JJ0322  STATE/COUNTY-  CO/LINCOLN
 JJ0322  USGS QUAD   -  SCHAFER RESERVOIR (1978)
 JJ0322
 JJ0322                         *CURRENT SURVEY CONTROL
 JJ0322  ___________________________________________________________________
 JJ0322* NAD 83(1986)-  38 54 21.     (N)    103 14 50.     (W)     SCALED    
 JJ0322* NAVD 88     -      1428.014  (meters)    4685.08   (feet)  ADJUSTED  
 JJ0322  ___________________________________________________________________
 JJ0322  GEOID HEIGHT-         -21.62  (meters)                     GEOID03
 JJ0322  DYNAMIC HT  -        1426.632 (meters)    4680.54  (feet)  COMP
 JJ0322  MODELED GRAV-     979,610.7   (mgal)                       NAVD 88
 JJ0322
 JJ0322  VERT ORDER  -  FIRST     CLASS II
 JJ0322
 JJ0322.The horizontal coordinates were scaled from a topographic map and have
 JJ0322.an estimated accuracy of +/- 6 seconds.
 JJ0322
 JJ0322.The orthometric height was determined by differential leveling
 JJ0322.and adjusted by the National Geodetic Survey in June 1991..
 JJ0322
 JJ0322.The geoid height was determined by GEOID03.
 JJ0322
 JJ0322.The dynamic height is computed by dividing the NAVD 88
 JJ0322.geopotential number by the normal gravity value computed on the
 JJ0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0322.degrees latitude (g = 980.6199 gals.).
 JJ0322
 JJ0322.The modeled gravity was interpolated from observed gravity values.
 JJ0322
 JJ0322;                    North         East    Units  Estimated Accuracy
 JJ0322;SPC CO C     -   426,280.    1,109,780.      MT  (+/- 180 meters Scaled)
 JJ0322
 JJ0322                          SUPERSEDED SURVEY CONTROL
 JJ0322
 JJ0322  NGVD 29 (??/??/92) 1427.331  (m)         4682.84   (f) ADJ UNCH    1 2
 JJ0322
 JJ0322.Superseded values are not recommended for survey control.
 JJ0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0322.See file dsdata.txt to determine how the superseded data were derived.
 JJ0322
 JJ0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD519077(NAD 83)
 JJ0322_MARKER: DB = BENCH MARK DISK
 JJ0322_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 JJ0322_SP_SET: BRIDGE
 JJ0322_STAMPING: N 256 1938
 JJ0322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JJ0322
 JJ0322  HISTORY     - Date     Condition        Report By
 JJ0322  HISTORY     - 1938     MONUMENTED       CGS
 JJ0322  HISTORY     - 1974     GOOD             USGS
 JJ0322
 JJ0322                          STATION DESCRIPTION
 JJ0322
 JJ0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JJ0322'3 MI SE FROM BOYERO.
 JJ0322'3.0 MILES SOUTHEAST ALONG THE UNION PACIFIC RAILROAD FROM THE
 JJ0322'STATION AT BOYARO, LINCOLN COUNTY, 2 POLES EAST OF MILEPOST 515,
 JJ0322'ABOUT 200 FEET SOUTH OF OLD U.S. HIGHWAY 40 S, AT BRIDGE 514.94,
 JJ0322'AND IN THE TOP OF THE SOUTH WING WALL.  A STANDARD DISK, STAMPED
 JJ0322'N 256 1938.
 JJ0322
 JJ0322                          STATION RECOVERY (1974)
 JJ0322
 JJ0322'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0231 ***********************************************************************
 KJ0231  DESIGNATION -  N 257
 KJ0231  PID         -  KJ0231
 KJ0231  STATE/COUNTY-  CO/ELBERT
 KJ0231  USGS QUAD   -  RIVER BEND (1970)
 KJ0231
 KJ0231                         *CURRENT SURVEY CONTROL
 KJ0231  ___________________________________________________________________
 KJ0231* NAD 83(1992)-  39 16 59.84388(N)    103 46 44.34101(W)     ADJUSTED  
 KJ0231* NAVD 88     -      1665.242  (meters)    5463.38   (feet)  ADJUSTED  
 KJ0231  ___________________________________________________________________
 KJ0231  X           -  -1,177,726.485 (meters)                     COMP
 KJ0231  Y           -  -4,802,447.138 (meters)                     COMP
 KJ0231  Z           -   4,017,751.543 (meters)                     COMP
 KJ0231  LAPLACE CORR-          -5.22  (seconds)                    DEFLEC99
 KJ0231  ELLIP HEIGHT-        1645.80  (meters)          (10/21/02) GPS OBS
 KJ0231  GEOID HEIGHT-         -19.43  (meters)                     GEOID03
 KJ0231  DYNAMIC HT  -        1663.635 (meters)    5458.11  (feet)  COMP
 KJ0231  MODELED GRAV-     979,602.7   (mgal)                       NAVD 88
 KJ0231
 KJ0231  HORZ ORDER  -  FIRST
 KJ0231  VERT ORDER  -  FIRST     CLASS II
 KJ0231  ELLP ORDER  -  FIFTH     CLASS I
 KJ0231
 KJ0231.The horizontal coordinates were established by GPS observations
 KJ0231.and adjusted by the National Geodetic Survey in July 1995..
 KJ0231
 KJ0231.The orthometric height was determined by differential leveling
 KJ0231.and adjusted by the National Geodetic Survey in June 1991..
 KJ0231
 KJ0231.Photographs are available for this station.
 KJ0231
 KJ0231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KJ0231
 KJ0231.The Laplace correction was computed from DEFLEC99 derived deflections.
 KJ0231
 KJ0231.The ellipsoidal height was determined by GPS observations
 KJ0231.and is referenced to NAD 83.
 KJ0231
 KJ0231.The geoid height was determined by GEOID03.
 KJ0231
 KJ0231.The dynamic height is computed by dividing the NAVD 88
 KJ0231.geopotential number by the normal gravity value computed on the
 KJ0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0231.degrees latitude (g = 980.6199 gals.).
 KJ0231
 KJ0231.The modeled gravity was interpolated from observed gravity values.
 KJ0231
 KJ0231;                    North         East     Units Scale Factor Converg.
 KJ0231;SPC CO C     -   467,163.549 1,062,873.318   MT  0.99994095   +1 05 07.5
 KJ0231;SPC CO C     - 1,532,685.74  3,487,110.21   sFT  0.99994095   +1 05 07.5
 KJ0231;UTM  13      - 4,348,924.866   605,308.642   MT  0.99973655   +0 46 23.4
 KJ0231
 KJ0231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KJ0231!SPC CO C     -   0.99974186  x   0.99994095  =   0.99968282
 KJ0231!UTM  13      -   0.99974186  x   0.99973655  =   0.99947847
 KJ0231
 KJ0231                          SUPERSEDED SURVEY CONTROL
 KJ0231
 KJ0231  ELLIP H (07/20/95) 1645.83   (m)                       GP(       ) 4 1
 KJ0231  NAVD 88 (07/20/95) 1665.24   (m)         5463.4    (f) LEVELING    3  
 KJ0231  NGVD 29 (??/??/92) 1664.415  (m)         5460.67   (f) ADJ UNCH    1 2
 KJ0231
 KJ0231.Superseded values are not recommended for survey control.
 KJ0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0231.See file dsdata.txt to determine how the superseded data were derived.
 KJ0231
 KJ0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD0530948925(NAD 83)
 KJ0231_MARKER: DB = BENCH MARK DISK
 KJ0231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0231_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0231_STAMPING: N 257 1938
 KJ0231_MARK LOGO: CGS   
 KJ0231_PROJECTION: PROJECTING 15 CENTIMETERS
 KJ0231_MAGNETIC: N = NO MAGNETIC MATERIAL
 KJ0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0231+STABILITY: SURFACE MOTION
 KJ0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KJ0231+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2001
 KJ0231
 KJ0231  HISTORY     - Date     Condition        Report By
 KJ0231  HISTORY     - 1938     MONUMENTED       CGS
 KJ0231  HISTORY     - 1971     GOOD             USGS
 KJ0231  HISTORY     - 19930325 GOOD             NGS
 KJ0231  HISTORY     - 19990407 GOOD             MSAM
 KJ0231  HISTORY     - 20010531 GOOD             CODOT
 KJ0231
 KJ0231                          STATION DESCRIPTION
 KJ0231
 KJ0231'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 KJ0231'5.2 MI NW FROM LIMON.
 KJ0231'5.2 MILES NORTHWEST ALONG THE U.P RAILROAD FROM THE STATION AT LIMON.
 KJ0231'15 POLES SOUTHEAST FROM M.P. 556. 90 FT. NORTH OF THE RAILROAD TRACK
 KJ0231'OPPOSITE THE SOUTHEAST END OF BRIDGE 555.65, 135 FT. SOUTH OF THE
 KJ0231'BRIDGE OVER THE OLD U.S. HWY 40.  STANDARD DISK IN CONCRETE POST
 KJ0231'STAMPED N-257 1938.
 KJ0231
 KJ0231                          STATION RECOVERY (1993)
 KJ0231
 KJ0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RSC)
 KJ0231'THE STATION WILL BE USED DURING A GPS PROJECT. THE STATION IS LOCATED
 KJ0231'ABOUT 4.1 MI (6.6 KM) WEST OF LIMON ALONG INTERSTATE 70, IN THE
 KJ0231'NORTHEAST 1/4 OF SECTION 9, T 9 S, R 57 W, AT INTERSTATE 70 MILEPOST
 KJ0231'355.6.  OWNERSHIP--UNION PACIFIC RAILROAD. TO REACH THE STATION FROM
 KJ0231'THE RIVER BEND EXIT (EXIT 354) OF INTERSTATE 70, GO SOUTHWEST FOR 0.05
 KJ0231'MI (0.08 KM) TO STATE HIGHWAY 40, TURN LEFT AND GO SOUTHEAST ON STATE
 KJ0231'HIGHWAY 40 FOR 1.0 MI (1.6 KM) OVER STRUCTURE G-21-B, TO THE STATION
 KJ0231'ON THE RIGHT. THE STATION IS A BRASS DISK SET IN THE TOP OF A 11 IN
 KJ0231'SQUARE CONCRETE POST, PROTRUDING 6 IN FROM THE GROUND.  IT IS 93 FT
 KJ0231'(28.3 M) NORTHEAST OF THE NORTHERNMOST RAIL OF THE UNION PACIFIC
 KJ0231'RAILROAD TRACK, APPROXIMATELY 200 FT (61.0 M) SOUTHWEST OF THE CENTER
 KJ0231'OF STATE HIGHWAY 40, 1.4 FT (0.4 M) SOUTHEAST OF A BARB WIRE FENCE,
 KJ0231'AND 1.5 FT (0.5 M) NORTHEAST OF A FIBERGLASS NGS WITNESS POST.
 KJ0231'DESCRIPTION BY K.A. WILLIAMS, CDOT.
 KJ0231
 KJ0231                          STATION RECOVERY (1999)
 KJ0231
 KJ0231'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 KJ0231'RECOVERED AS DESCRIBED.
 KJ0231
 KJ0231                          STATION RECOVERY (2001)
 KJ0231
 KJ0231'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2001 (DAS)
 KJ0231'RECOVERED AS DESCRIBED IN 1993 BY NGS.
 KJ0231' 
 KJ0231'D. STEWART, CDOT.
 KJ0231' 
 KJ0231' 
 KJ0231'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0325 ***********************************************************************
 KK0325  DESIGNATION -  N 259
 KK0325  PID         -  KK0325
 KK0325  STATE/COUNTY-  CO/ADAMS
 KK0325  USGS QUAD   -  COAL CREEK (1994)
 KK0325
 KK0325                         *CURRENT SURVEY CONTROL
 KK0325  ___________________________________________________________________
 KK0325* NAD 83(1986)-  39 44 47.     (N)    104 41 22.     (W)     SCALED    
 KK0325* NAVD 88     -      1701.090  (meters)    5580.99   (feet)  POSTED    
 KK0325  ___________________________________________________________________
 KK0325  GEOID HEIGHT-         -17.86  (meters)                     GEOID03
 KK0325  DYNAMIC HT  -        1699.460 (meters)    5575.65  (feet)  COMP
 KK0325  MODELED GRAV-     979,610.4   (mgal)                       NAVD 88
 KK0325
 KK0325  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 KK0325
 KK0325.The horizontal coordinates were scaled from a topographic map and have
 KK0325.an estimated accuracy of +/- 6 seconds.
 KK0325
 KK0325.The orthometric height was determined by differential leveling
 KK0325.and adjusted by the National Geodetic Survey in 1992..
 KK0325.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 KK0325.rate of 3.1 thru 4.0 mm/km.
 KK0325
 KK0325.The geoid height was determined by GEOID03.
 KK0325
 KK0325.The dynamic height is computed by dividing the NAVD 88
 KK0325.geopotential number by the normal gravity value computed on the
 KK0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0325.degrees latitude (g = 980.6199 gals.).
 KK0325
 KK0325.The modeled gravity was interpolated from observed gravity values.
 KK0325
 KK0325;                    North         East    Units  Estimated Accuracy
 KK0325;SPC CO N     -   350,980.      983,870.      MT  (+/- 180 meters Scaled)
 KK0325
 KK0325                          SUPERSEDED SURVEY CONTROL
 KK0325
 KK0325  NGVD 29 (??/??/92) 1700.163  (m)         5577.95   (f) ADJ UNCH    1 2
 KK0325
 KK0325.Superseded values are not recommended for survey control.
 KK0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0325.See file dsdata.txt to determine how the superseded data were derived.
 KK0325
 KK0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED266996(NAD 83)
 KK0325_MARKER: DB = BENCH MARK DISK
 KK0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0325_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0325_STAMPING: N 259 1938
 KK0325_MARK LOGO: CGS   
 KK0325_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0325+STABILITY: SURFACE MOTION
 KK0325
 KK0325  HISTORY     - Date     Condition        Report By
 KK0325  HISTORY     - 1938     MONUMENTED       CGS
 KK0325  HISTORY     - 1939     GOOD             NGS
 KK0325  HISTORY     - 1982     GOOD             NGS
 KK0325  HISTORY     - 19950116 GOOD             CODOT
 KK0325
 KK0325                          STATION DESCRIPTION
 KK0325
 KK0325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1939
 KK0325'4.6 MI W FROM WATKINS.
 KK0325'4.6 MILES WEST ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KK0325'AT WATKINS, ADAMS COUNTY, AT MILEPOST 623, 90 FEET NORTH OF THE
 KK0325'TRACK, AND 4 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A
 KK0325'STANDARD DISK, STAMPED N 259 1938 AND SET IN THE TOP OF A CONCRETE
 KK0325'POST.
 KK0325
 KK0325                          STATION RECOVERY (1982)
 KK0325
 KK0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0325'RECOVERED IN GOOD CONDITION.
 KK0325
 KK0325                          STATION RECOVERY (1995)
 KK0325
 KK0325'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1995 (JC)
 KK0325'THE MARK WAS RECOVERED IN GOOD CONDITION.  IT IS 0.5 MI (0.8 KM) WEST
 KK0325'OF POWHATON ROAD AND NORTH OF SMITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0194 ***********************************************************************
 LK0194  DESIGNATION -  N 26
 LK0194  PID         -  LK0194
 LK0194  STATE/COUNTY-  CO/LOGAN
 LK0194  USGS QUAD   -  PADRONI (1952)
 LK0194
 LK0194                         *CURRENT SURVEY CONTROL
 LK0194  ___________________________________________________________________
 LK0194* NAD 83(1986)-  40 46 45.     (N)    103 10 14.     (W)     SCALED    
 LK0194* NAVD 88     -      1219.845  (meters)    4002.11   (feet)  ADJUSTED  
 LK0194  ___________________________________________________________________
 LK0194  GEOID HEIGHT-         -19.65  (meters)                     GEOID03
 LK0194  DYNAMIC HT  -        1218.964 (meters)    3999.22  (feet)  COMP
 LK0194  MODELED GRAV-     979,860.1   (mgal)                       NAVD 88
 LK0194
 LK0194  VERT ORDER  -  FIRST     CLASS II
 LK0194
 LK0194.The horizontal coordinates were scaled from a topographic map and have
 LK0194.an estimated accuracy of +/- 6 seconds.
 LK0194
 LK0194.The orthometric height was determined by differential leveling
 LK0194.and adjusted by the National Geodetic Survey in June 1991..
 LK0194
 LK0194.The geoid height was determined by GEOID03.
 LK0194
 LK0194.The dynamic height is computed by dividing the NAVD 88
 LK0194.geopotential number by the normal gravity value computed on the
 LK0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0194.degrees latitude (g = 980.6199 gals.).
 LK0194
 LK0194.The modeled gravity was interpolated from observed gravity values.
 LK0194
 LK0194;                    North         East    Units  Estimated Accuracy
 LK0194;SPC CO N     -   467,920.    1,111,020.      MT  (+/- 180 meters Scaled)
 LK0194
 LK0194                          SUPERSEDED SURVEY CONTROL
 LK0194
 LK0194  NGVD 29 (??/??/92) 1219.290  (m)         4000.29   (f) ADJ UNCH    1 2
 LK0194
 LK0194.Superseded values are not recommended for survey control.
 LK0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0194.See file dsdata.txt to determine how the superseded data were derived.
 LK0194
 LK0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TFF543158(NAD 83)
 LK0194_MARKER: DB = BENCH MARK DISK
 LK0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0194_STAMPING: N 26 1933
 LK0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0194+STABILITY: SURFACE MOTION
 LK0194
 LK0194  HISTORY     - Date     Condition        Report By
 LK0194  HISTORY     - 1933     MONUMENTED       CGS
 LK0194  HISTORY     - 1944     GOOD             NGS
 LK0194  HISTORY     - 1985     MARK NOT FOUND   NGS
 LK0194
 LK0194                          STATION DESCRIPTION
 LK0194
 LK0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LK0194'AT PADRONI.
 LK0194'N-26 IS LOCATED ON THE R/W OF THE C.B. AND Q. RAILROAD
 LK0194'AT PADRONI, ONE POLE SOUTH OF MILEPOST 104, 287 FEET NORTH OF THE
 LK0194'NORTH SIDE OF THE DEPOT, 29.2 FEET NORTH OF THE NORTH RAIL OF THE
 LK0194'SIDETRACK-- 43.3 FEET NORTH OF THE NORTH RAIL OF THE MAINLINE, AND
 LK0194'30 FEET WEST OF THE EAST R/W FENCE.  TABLET IS STAMPED N-26, 1933.
 LK0194
 LK0194                          STATION RECOVERY (1944)
 LK0194
 LK0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 LK0194'RECOVERED IN GOOD CONDITION.
 LK0194
 LK0194                          STATION RECOVERY (1985)
 LK0194
 LK0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 LK0194'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0418 ***********************************************************************
 KK0418  DESIGNATION -  N 260
 KK0418  PID         -  KK0418
 KK0418  STATE/COUNTY-  CO/ADAMS
 KK0418  USGS QUAD   -  BRIGHTON (1994)
 KK0418
 KK0418                         *CURRENT SURVEY CONTROL
 KK0418  ___________________________________________________________________
 KK0418* NAD 83(1986)-  39 58 19.     (N)    104 49 30.     (W)     SCALED    
 KK0418* NAVD 88     -      1522.961  (meters)    4996.58   (feet)  POSTED    
 KK0418  ___________________________________________________________________
 KK0418  GEOID HEIGHT-         -17.90  (meters)                     GEOID03
 KK0418  DYNAMIC HT  -        1521.570 (meters)    4992.02  (feet)  COMP
 KK0418  MODELED GRAV-     979,662.0   (mgal)                       NAVD 88
 KK0418
 KK0418  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0418
 KK0418.The horizontal coordinates were scaled from a topographic map and have
 KK0418.an estimated accuracy of +/- 6 seconds.
 KK0418
 KK0418.The orthometric height was determined by differential leveling
 KK0418.and adjusted by the National Geodetic Survey in 1992..
 KK0418.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0418.rate of 0.0 thru 1.0 mm/km.
 KK0418
 KK0418.The geoid height was determined by GEOID03.
 KK0418
 KK0418.The dynamic height is computed by dividing the NAVD 88
 KK0418.geopotential number by the normal gravity value computed on the
 KK0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0418.degrees latitude (g = 980.6199 gals.).
 KK0418
 KK0418.The modeled gravity was interpolated from observed gravity values.
 KK0418
 KK0418;                    North         East    Units  Estimated Accuracy
 KK0418;SPC CO N     -   375,930.      972,060.      MT  (+/- 180 meters Scaled)
 KK0418
 KK0418                          SUPERSEDED SURVEY CONTROL
 KK0418
 KK0418  NGVD 29 (??/??/92) 1522.106  (m)         4993.78   (f) ADJ UNCH    1 2
 KK0418
 KK0418.Superseded values are not recommended for survey control.
 KK0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0418.See file dsdata.txt to determine how the superseded data were derived.
 KK0418
 KK0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE149246(NAD 83)
 KK0418_MARKER: DB = BENCH MARK DISK
 KK0418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0418_STAMPING: N 260 1938
 KK0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0418+STABILITY: SURFACE MOTION
 KK0418
 KK0418  HISTORY     - Date     Condition        Report By
 KK0418  HISTORY     - 1938     MONUMENTED       CGS
 KK0418  HISTORY     - 1956     GOOD             NGS
 KK0418  HISTORY     - 1976     GOOD             NGS
 KK0418
 KK0418                          STATION DESCRIPTION
 KK0418
 KK0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 KK0418'1.2 MI S FROM BRIGHTON.
 KK0418'1.2 MILES SOUTH ALONG THE UNION PACIFIC RAILROAD FROM THE STATION
 KK0418'AT BRIGHTON, AT A ROAD CROSSING, 40.4 FEET WEST OF THE WEST RAIL,
 KK0418'61 FEET SOUTH OF THE CENTER LINE OF AN OILED ROAD, 9 FEET SOUTH
 KK0418'OF THE 3RD POLE SOUTH OF MILEPOST 18, IN LINE WITH A ROW OF TELEPHONE
 KK0418'POLES, 2 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 KK0418'POST WHICH PROJECTS 1.0 FOOT ABOVE THE GROUND, IN THE NORTHWEST
 KK0418'1/4 OF SECTION 18, TOWNSHIP 1 SOUTH, RANGE 66 WEST.
 KK0418
 KK0418                          STATION RECOVERY (1976)
 KK0418
 KK0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 KK0418'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1304 ***********************************************************************
 KK1304  DESIGNATION -  N 260 RESET
 KK1304  PID         -  KK1304
 KK1304  STATE/COUNTY-  CO/ADAMS
 KK1304  USGS QUAD   -  BRIGHTON (1994)
 KK1304
 KK1304                         *CURRENT SURVEY CONTROL
 KK1304  ___________________________________________________________________
 KK1304* NAD 83(1992)-  39 58 19.52094(N)    104 49 29.80882(W)     ADJUSTED  
 KK1304* NAVD 88     -      1523.223  (meters)    4997.44   (feet)  ADJUSTED  
 KK1304  ___________________________________________________________________
 KK1304  X           -  -1,252,685.636 (meters)                     COMP
 KK1304  Y           -  -4,732,879.888 (meters)                     COMP
 KK1304  Z           -   4,076,578.099 (meters)                     COMP
 KK1304  LAPLACE CORR-          -4.89  (seconds)                    DEFLEC99
 KK1304  ELLIP HEIGHT-        1505.31  (meters)          (12/03/02) GPS OBS
 KK1304  GEOID HEIGHT-         -17.90  (meters)                     GEOID03
 KK1304  DYNAMIC HT  -        1521.835 (meters)    4992.89  (feet)  COMP
 KK1304  MODELED GRAV-     979,662.0   (mgal)                       NAVD 88
 KK1304
 KK1304  HORZ ORDER  -  FIRST
 KK1304  VERT ORDER  -  FIRST     CLASS II
 KK1304  ELLP ORDER  -  FOURTH    CLASS II
 KK1304
 KK1304.The horizontal coordinates were established by GPS observations
 KK1304.and adjusted by the National Geodetic Survey in May 1996..
 KK1304
 KK1304.The orthometric height was determined by differential leveling
 KK1304.and adjusted by the National Geodetic Survey in June 1991..
 KK1304
 KK1304.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK1304
 KK1304.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1304
 KK1304.The ellipsoidal height was determined by GPS observations
 KK1304.and is referenced to NAD 83.
 KK1304
 KK1304.The geoid height was determined by GEOID03.
 KK1304
 KK1304.The dynamic height is computed by dividing the NAVD 88
 KK1304.geopotential number by the normal gravity value computed on the
 KK1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1304.degrees latitude (g = 980.6199 gals.).
 KK1304
 KK1304.The modeled gravity was interpolated from observed gravity values.
 KK1304
 KK1304;                    North         East     Units Scale Factor Converg.
 KK1304;SPC CO N     -   375,941.008   972,068.313   MT  0.99996861   +0 26 10.2
 KK1304;SPC CO N     - 1,233,399.79  3,189,194.12   sFT  0.99996861   +0 26 10.2
 KK1304;UTM  13      - 4,424,674.065   514,948.567   MT  0.99960275   +0 06 44.8
 KK1304
 KK1304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1304!SPC CO N     -   0.99976390  x   0.99996861  =   0.99973252
 KK1304!UTM  13      -   0.99976390  x   0.99960275  =   0.99936675
 KK1304
 KK1304                          SUPERSEDED SURVEY CONTROL
 KK1304
 KK1304  ELLIP H (05/15/96) 1505.36   (m)                       GP(       ) 3 1
 KK1304  NAVD 88 (05/15/96) 1523.22   (m)         4997.4    (f) LEVELING    3  
 KK1304  NGVD 29 (??/??/??) 1522.340  (m)         4994.54   (f) ADJUSTED    1 2
 KK1304
 KK1304.Superseded values are not recommended for survey control.
 KK1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1304.See file dsdata.txt to determine how the superseded data were derived.
 KK1304
 KK1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEE1494924674(NAD 83)
 KK1304_MARKER: DV = VERTICAL CONTROL DISK
 KK1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1304_SP_SET: CONCRETE POST
 KK1304_STAMPING: N 260 RESET 1979
 KK1304_MARK LOGO: NGS   
 KK1304_PROJECTION: PROJECTING 10 CENTIMETERS
 KK1304_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1304+STABILITY: SURFACE MOTION
 KK1304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1304+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1995
 KK1304
 KK1304  HISTORY     - Date     Condition        Report By
 KK1304  HISTORY     - 1979     MONUMENTED       NGS
 KK1304  HISTORY     - 1983     GOOD             NGS
 KK1304  HISTORY     - 19950928 GOOD             CHANCE
 KK1304
 KK1304                          STATION DESCRIPTION
 KK1304
 KK1304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 KK1304'IN BRIGHTON.
 KK1304'IN BRIGHTON, AT THE INTERSECTION OF BRAWLEY LANE AND THE UNION PACIFIC
 KK1304'RAILROAD, 1.9 KM (1.2 MI) SOUTH OF THE UNION PACIFIC RAILROAD STATION,
 KK1304'29.9 METERS (98.1 FT) SOUTH OF THE CENTER OF THE LANE, 10.7 METERS
 KK1304'(35.1 FT) EAST OF THE NEAR RAIL, AND 1.9 METERS (6.2 FT) NORTH OF A
 KK1304'DOUBLE UTILITY POLE.
 KK1304'THE MARK IS 1.0 METERS  S FROM A WITNESS POST.
 KK1304'THE MARK IS 1.0 M BELOW THE LANE.
 KK1304
 KK1304                          STATION RECOVERY (1995)
 KK1304
 KK1304'RECOVERY NOTE BY JE CHANCE AND ASSOCIATES 1995 (FND)
 KK1304'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  A NEW
 KK1304'DESCRIPTION FOLLOWS$THE STATION IS LOCATED IN THE SOUTHWESTERLY PART
 KK1304'OF THE CITY OF BRIGHTON, ABOUT 4 MI (6.4 KM) NORTHWEST OF BARR LAKE, 1
 KK1304'MI (1.6 KM) EAST-SOUTHEAST OF THE SOUTH PLATTE RIVER, IN THE NORTHWEST
 KK1304'1/4 OF SECTION 18, T 1 S, R 66 W, 6TH P.M.  OWNERSHIP--UNION PACIFIC
 KK1304'RAILROAD$TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY
 KK1304'85 AND STATE HIGHWAY 7 IN BRIGHTON, GO SOUTH ALONG HIGHWAY 85 FOR 1.0
 KK1304'MI (1.6 KM) TO THE INTERSECTION WITH BROMLEY LANE (E.  152ND AVENUE) .
 KK1304'TURN LEFT AND GO EAST ALONG BROMLEY LANE (E.  152ND AVENUE) FOR 0.15
 KK1304'MI (0.24 KM) TO THE INTERSECTION WITH THE UNION PACIFIC RAILROAD AND A
 KK1304'DIRT TRACK ROAD LEADING SOUTH JUST TO THE EAST.  TURN RIGHT AND GO
 KK1304'SOUTH ALONG THE DIRT TRACK ROAD BETWEEN THE RAILROAD TRACKS AND A
 KK1304'METAL SHED FOR 50 FT (15.2 M) TO THE STATION ON THE LEFT$THE STATION
 KK1304'MARK IS A STANDARD NGS VERTICAL CONTROL MARK DISK STAMPED --N 260
 KK1304'RESET 1979-- SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 KK1304'PROJECTING 0.2 FT (6.1 CM) ABOVE GROUND LEVEL.  IT IS 79 FT (24.1 M)
 KK1304'SOUTH OF THE CENTERLINE OF BROMLEY LANE, 34.9 FT (10.6 M)
 KK1304'EAST-SOUTHEAST OF THE NEAR RAIL OF THE UNION PACIFIC RAILROAD TRACKS,
 KK1304'7.8 FT (2.4 M) NORTHEAST OF THE WESTERLY UTILITY POLE OF A PAIR, 8.1
 KK1304'FT (2.5 M) NORTHWEST OF THE EASTERLY UTILITY POLE OF A PAIR, 25.4 FT
 KK1304'(7.7 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL METAL SHED, 44.9
 KK1304'FT (13.7 M) SOUTH-SOUTHWEST OF A METAL LIGHT POLE, 24.6 FT (7.5 M)
 KK1304'SOUTHWEST OF A WENDYS SIGN, 2.3 FT (0.7 M) SOUTH OF A METAL WITNESS
 KK1304'POST WITH A SIGN, AND 2.2 FT (0.7 M) NORTH OF A METAL WITNESS POST
 KK1304'WITH A SIGN$DESCRIBED BY F.N. DREXEL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0305 ***********************************************************************
 LL0305  DESIGNATION -  N 262
 LL0305  PID         -  LL0305
 LL0305  STATE/COUNTY-  CO/WELD
 LL0305  USGS QUAD   -  NUNN (1975)
 LL0305
 LL0305                         *CURRENT SURVEY CONTROL
 LL0305  ___________________________________________________________________
 LL0305* NAD 83(1986)-  40 44 21.     (N)    104 47 34.     (W)     SCALED    
 LL0305* NAVD 88     -      1612.064  (meters)    5288.91   (feet)  ADJUSTED  
 LL0305  ___________________________________________________________________
 LL0305  GEOID HEIGHT-         -16.98  (meters)                     GEOID03
 LL0305  DYNAMIC HT  -        1610.706 (meters)    5284.46  (feet)  COMP
 LL0305  MODELED GRAV-     979,725.7   (mgal)                       NAVD 88
 LL0305
 LL0305  VERT ORDER  -  FIRST     CLASS II
 LL0305
 LL0305.The horizontal coordinates were scaled from a topographic map and have
 LL0305.an estimated accuracy of +/- 6 seconds.
 LL0305
 LL0305.The orthometric height was determined by differential leveling
 LL0305.and adjusted by the National Geodetic Survey in June 1991..
 LL0305
 LL0305.The geoid height was determined by GEOID03.
 LL0305
 LL0305.The dynamic height is computed by dividing the NAVD 88
 LL0305.geopotential number by the normal gravity value computed on the
 LL0305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0305.degrees latitude (g = 980.6199 gals.).
 LL0305
 LL0305.The modeled gravity was interpolated from observed gravity values.
 LL0305
 LL0305;                    North         East    Units  Estimated Accuracy
 LL0305;SPC CO N     -   461,130.      974,140.      MT  (+/- 180 meters Scaled)
 LL0305
 LL0305                          SUPERSEDED SURVEY CONTROL
 LL0305
 LL0305  NGVD 29 (06/08/92) 1611.163  (m)         5285.96   (f) ADJUSTED    1 2
 LL0305
 LL0305.Superseded values are not recommended for survey control.
 LL0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0305.See file dsdata.txt to determine how the superseded data were derived.
 LL0305
 LL0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF174098(NAD 83)
 LL0305_MARKER: DB = BENCH MARK DISK
 LL0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0305_STAMPING: N 262 1939
 LL0305_MARK LOGO: CGS   
 LL0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0305+STABILITY: SURFACE MOTION
 LL0305
 LL0305  HISTORY     - Date     Condition        Report By
 LL0305  HISTORY     - 1939     MONUMENTED       CGS
 LL0305  HISTORY     - 1956     GOOD             NGS
 LL0305  HISTORY     - 1983     GOOD             NGS
 LL0305
 LL0305                          STATION DESCRIPTION
 LL0305
 LL0305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 LL0305'2.4 MI NW FROM NUNN.
 LL0305'2.35 MILES NORTHWEST ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL0305'STATION AT NUNN, 11 POLES NORTHWEST OF MILEPOST 74, 43.5 FEET
 LL0305'NORTHEAST OF THE NORTHEAST RAIL. 35 FEET SOUTHEAST OF THE CENTER
 LL0305'LINE OF A ROAD, 6.3 FEET SOUTHWEST OF A FENCE CORNER, 5 FEET
 LL0305'SOUTHWEST OF A FENCE, 0.5 FOOT SOUTHEAST OF A WITNESS POST, SET IN
 LL0305'THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, IN THE
 LL0305'NORTHEAST 1/4 OF SECTION 20, TOWNSHIP 9 NORTH, RANGE 66 WEST.
 LL0305
 LL0305                          STATION RECOVERY (1983)
 LL0305
 LL0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0305'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  35.8 KM
 LL0305'(22.25 MI) NORTHERLY ALONG THE UNION PACIFIC RAILROAD FROM THE
 LL0305'RAILROAD STATION IN GREELEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1041 ***********************************************************************
 KK1041  DESIGNATION -  N 264
 KK1041  PID         -  KK1041
 KK1041  STATE/COUNTY-  CO/CLEAR CREEK
 KK1041  USGS QUAD   -  EMPIRE (1974)
 KK1041
 KK1041                         *CURRENT SURVEY CONTROL
 KK1041  ___________________________________________________________________
 KK1041* NAD 83(1992)-  39 45 41.74398(N)    105 42 40.28967(W)     ADJUSTED  
 KK1041* NAVD 88     -      2648.445  (meters)    8689.11   (feet)  ADJUSTED  
 KK1041  ___________________________________________________________________
 KK1041  X           -  -1,330,033.600 (meters)                     COMP
 KK1041  Y           -  -4,728,199.771 (meters)                     COMP
 KK1041  Z           -   4,059,358.550 (meters)                     COMP
 KK1041  LAPLACE CORR-         -10.39  (seconds)                    DEFLEC99
 KK1041  ELLIP HEIGHT-        2636.01  (meters)          (12/03/02) GPS OBS
 KK1041  GEOID HEIGHT-         -12.42  (meters)                     GEOID03
 KK1041  DYNAMIC HT  -        2645.294 (meters)    8678.77  (feet)  COMP
 KK1041  MODELED GRAV-     979,340.7   (mgal)                       NAVD 88
 KK1041
 KK1041  HORZ ORDER  -  FIRST
 KK1041  VERT ORDER  -  FIRST     CLASS II
 KK1041  ELLP ORDER  -  FOURTH    CLASS II
 KK1041
 KK1041.The horizontal coordinates were established by GPS observations
 KK1041.and adjusted by the National Geodetic Survey in June 1995..
 KK1041
 KK1041.The orthometric height was determined by differential leveling
 KK1041.and adjusted by the National Geodetic Survey in November 2003..
 KK1041
 KK1041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KK1041
 KK1041.The Laplace correction was computed from DEFLEC99 derived deflections.
 KK1041
 KK1041.The ellipsoidal height was determined by GPS observations
 KK1041.and is referenced to NAD 83.
 KK1041
 KK1041.The geoid height was determined by GEOID03.
 KK1041
 KK1041.The dynamic height is computed by dividing the NAVD 88
 KK1041.geopotential number by the normal gravity value computed on the
 KK1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1041.degrees latitude (g = 980.6199 gals.).
 KK1041
 KK1041.The modeled gravity was interpolated from observed gravity values.
 KK1041
 KK1041;                    North         East     Units Scale Factor Converg.
 KK1041;SPC CO C     -   518,880.487   896,304.779   MT  1.00000231   -0 07 59.5
 KK1041;SPC CO C     - 1,702,360.40  2,940,626.60   sFT  1.00000231   -0 07 59.5
 KK1041;UTM  13      - 4,401,539.025   439,082.021   MT  0.99964569   -0 27 17.6
 KK1041
 KK1041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KK1041!SPC CO C     -   0.99958663  x   1.00000231  =   0.99958894
 KK1041!UTM  13      -   0.99958663  x   0.99964569  =   0.99923246
 KK1041
 KK1041                          SUPERSEDED SURVEY CONTROL
 KK1041
 KK1041  ELLIP H (06/21/95) 2636.07   (m)                       GP(       ) 4 1
 KK1041  NAVD 88 (06/15/91) 2648.455  (m)         8689.14   (f) UNKNOWN     1 2
 KK1041  NGVD 29 (??/??/92) 2646.927  (m)         8684.13   (f) ADJ UNCH    1 2
 KK1041
 KK1041.Superseded values are not recommended for survey control.
 KK1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1041.See file dsdata.txt to determine how the superseded data were derived.
 KK1041
 KK1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE3908201539(NAD 83)
 KK1041_MARKER: DB = BENCH MARK DISK
 KK1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK1041_STAMPING: N 264 1940
 KK1041_MARK LOGO: CGS   
 KK1041_PROJECTION: FLUSH
 KK1041_MAGNETIC: N = NO MAGNETIC MATERIAL
 KK1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1041+STABILITY: SURFACE MOTION
 KK1041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KK1041+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2000
 KK1041
 KK1041  HISTORY     - Date     Condition        Report By
 KK1041  HISTORY     - 1940     MONUMENTED       CGS
 KK1041  HISTORY     - 1954     GOOD             NGS
 KK1041  HISTORY     - 19920910 GOOD             NGS
 KK1041  HISTORY     - 20000626 GOOD             NGS
 KK1041
 KK1041                          STATION DESCRIPTION
 KK1041
 KK1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1041'1.8 MI W FROM EMPIRE.
 KK1041'1.75 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE PUBLIC SCHOOL AT
 KK1041'EMPIRE, 102 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 36 FEET
 KK1041'SOUTH OF A FENCE, 36.6 FEET SOUTH OF A WITNESS POST, ACROSS THE
 KK1041'HIGHWAY FROM THE WISPERING PINES CABIN CAMP, SET IN THE TOP OF A
 KK1041'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND, 82 FEET EAST
 KK1041'OF A POWER POLE.
 KK1041
 KK1041                          STATION RECOVERY (1992)
 KK1041
 KK1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RSC)
 KK1041'THE STATION WILL BE USED DURING A GPS PROJECT. THE STATION IS LOCATED
 KK1041'APPROXIMATELY 1.4 MI (2.3 KM) WEST OF EMPIRE IN THE NORTHEAST 1/4 OF
 KK1041'PROJECTED SECTION 30, T 3 S, R 74 W, 6TH P.M. AT U.S HIGHWAY 40
 KK1041'MILEPOST 254.7.  OWNERSHIP--USDA FOREST SERVICE. TO REACH THE STATION
 KK1041'FROM THE POST OFFICE IN EMPIRE, GO WEST ON U.S. HIGHWAY 40 FOR 1.35 MI
 KK1041'(2.17 KM) TO THE STATION ON THE LEFT. THE STATION MARK IS A BRASS
 KK1041'3-1/2" USCGS BENCHMARK DISK SET IN THE TOP OF A 8 IN SQUARE CONCRETE
 KK1041'POST PROJECTING 3 IN FROM THE GROUND.  IT IS 200.5 FT (61.1 M) WEST OF
 KK1041'A GASLINE RISER, 181.8 FT (55.4 M) WEST SOUTHWEST OF A GREEN PIPE
 KK1041'GATE, 112.1 FT (34.2 M) SOUTH OF THE CENTER OF U.S. HIGHWAY 40, 35.4
 KK1041'FT (10.8 M) SOUTH OF THE SOUTH R-O-W FENCE OF U.S. HIGHWAY 40 AND A
 KK1041'FIBERGLASS NGS WITNESS POST, AND 2 FT (0.6 M) BELOW THE HIGHWAY.
 KK1041'DESCRIPTION BY K.A. WILLIAMS, CDOT.
 KK1041
 KK1041                          STATION RECOVERY (2000)
 KK1041
 KK1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RSC)
 KK1041'THE STATION IS LOCATED ABOUT 1.5 MI WEST OF EMPIRE AND 0.9 MI
 KK1041'EAST-SOUTHEAST OF THE EMPIRE GUARD STATION, IN THE NORTHEAST 1/4
 KK1041'OF SECTION 30, T 3 S, R 74 W, AT U. S. HIGHWAY 40 MILEPOST 254.7.
 KK1041'OWNERSHIP--U. S. FOREST SERVICE LAND.
 KK1041' 
 KK1041'TO REACH THE STATION FROM THE POST OFFICE IN EMPIRE, GO WEST ON U.
 KK1041'S. HIGHWAY 40 FOR 1.35 MI TO THE STATION ON THE LEFT IN A FIELD.
 KK1041' 
 KK1041'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A SQUARE 20 CM ON A
 KK1041'SIDE CONCRETE POST, PROJECTING 7 CM ABOVE THE GROUND. IT IS 61.1 M
 KK1041'WEST FROM A GAS LINE RISER, 55.4 M WEST-SOUTHWEST FROM A GREEN
 KK1041'PIPE GATE, 34.2 M SOUTH FROM THE CENTER LINE OF U. S. HIGHWAY 40, 10.8
 KK1041'M SOUTH FROM THE SOUTHERN RIGHT-OF-WAY FENCE FOR THE HIGHWAY
 KK1041'AND A WITNESS POST AND ABOUT 0.6 M BELOW THE HIGHWAY.
 KK1041'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0598 ***********************************************************************
 KK0598  DESIGNATION -  N 265
 KK0598  PID         -  KK0598
 KK0598  STATE/COUNTY-  CO/BOULDER
 KK0598  USGS QUAD   -  TUNGSTEN (1972)
 KK0598
 KK0598                         *CURRENT SURVEY CONTROL
 KK0598  ___________________________________________________________________
 KK0598* NAD 83(1986)-  39 55 50.     (N)    105 24 57.     (W)     SCALED    
 KK0598* NAVD 88     -      2407.766  (meters)    7899.48   (feet)  ADJUSTED  
 KK0598  ___________________________________________________________________
 KK0598  GEOID HEIGHT-         -14.05  (meters)                     GEOID03
 KK0598  DYNAMIC HT  -        2405.116 (meters)    7890.78  (feet)  COMP
 KK0598  MODELED GRAV-     979,438.4   (mgal)                       NAVD 88
 KK0598
 KK0598  VERT ORDER  -  SECOND    CLASS 0
 KK0598
 KK0598.The horizontal coordinates were scaled from a topographic map and have
 KK0598.an estimated accuracy of +/- 6 seconds.
 KK0598
 KK0598.The orthometric height was determined by differential leveling
 KK0598.and adjusted by the National Geodetic Survey in June 1991..
 KK0598
 KK0598.The geoid height was determined by GEOID03.
 KK0598
 KK0598.The dynamic height is computed by dividing the NAVD 88
 KK0598.geopotential number by the normal gravity value computed on the
 KK0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0598.degrees latitude (g = 980.6199 gals.).
 KK0598
 KK0598.The modeled gravity was interpolated from observed gravity values.
 KK0598
 KK0598;                    North         East    Units  Estimated Accuracy
 KK0598;SPC CO N     -   371,110.      921,600.      MT  (+/- 180 meters Scaled)
 KK0598
 KK0598                          SUPERSEDED SURVEY CONTROL
 KK0598
 KK0598  NGVD 29 (??/??/92) 2406.412  (m)         7895.04   (f) ADJ UNCH    2 0
 KK0598
 KK0598.Superseded values are not recommended for survey control.
 KK0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0598.See file dsdata.txt to determine how the superseded data were derived.
 KK0598
 KK0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE644201(NAD 83)
 KK0598_MARKER: DB = BENCH MARK DISK
 KK0598_SETTING: 66 = SET IN ROCK OUTCROP
 KK0598_SP_SET: ROCK LEDGE
 KK0598_STAMPING: N 265 1940
 KK0598_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0598+STABILITY: POSITION/ELEVATION WELL
 KK0598
 KK0598  HISTORY     - Date     Condition        Report By
 KK0598  HISTORY     - 1940     MONUMENTED       CGS
 KK0598
 KK0598                          STATION DESCRIPTION
 KK0598
 KK0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 KK0598'0.7 MI E FROM PINE CLIFF.
 KK0598'0.7 MILE EAST ALONG THE DENVER AND SALT LAKE RAILWAY FROM THE
 KK0598'STATION AT PINE CLIFF, BOULDER COUNTY, 198 FEET EAST OF MILEPOST
 KK0598'36, 450 FEET WEST OF THE WEST END OF TUNNEL 27, AT THE EAST END OF
 KK0598'A CUT THROUGH A ROCK POINT 60 FEET LONG, IN THE TOP OF THE SHELF
 KK0598'OF A ROCK LEDGE, 15.5 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 KK0598'AND 2 FEET HIGHER THAN THE TOP OF THE RAIL.  A STANDARD DISK,
 KK0598'STAMPED N 265 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0629 ***********************************************************************
 JK0629  DESIGNATION -  N 267
 JK0629  PID         -  JK0629
 JK0629  STATE/COUNTY-  CO/CUSTER
 JK0629  USGS QUAD   -  HILLSIDE (1980)
 JK0629
 JK0629                         *CURRENT SURVEY CONTROL
 JK0629  ___________________________________________________________________
 JK0629* NAD 83(1986)-  38 16 07.     (N)    105 36 48.     (W)     SCALED    
 JK0629* NAVD 88     -      2285.098  (meters)    7497.03   (feet)  ADJUSTED  
 JK0629  ___________________________________________________________________
 JK0629  GEOID HEIGHT-         -14.94  (meters)                     GEOID03
 JK0629  DYNAMIC HT  -        2282.318 (meters)    7487.90  (feet)  COMP
 JK0629  MODELED GRAV-     979,330.0   (mgal)                       NAVD 88
 JK0629
 JK0629  VERT ORDER  -  SECOND    CLASS 0
 JK0629
 JK0629.The horizontal coordinates were scaled from a topographic map and have
 JK0629.an estimated accuracy of +/- 6 seconds.
 JK0629
 JK0629.The orthometric height was determined by differential leveling
 JK0629.and adjusted by the National Geodetic Survey in June 1991..
 JK0629
 JK0629.The geoid height was determined by GEOID03.
 JK0629
 JK0629.The dynamic height is computed by dividing the NAVD 88
 JK0629.geopotential number by the normal gravity value computed on the
 JK0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0629.degrees latitude (g = 980.6199 gals.).
 JK0629
 JK0629.The modeled gravity was interpolated from observed gravity values.
 JK0629
 JK0629;                    North         East    Units  Estimated Accuracy
 JK0629;SPC CO S     -   482,600.      904,480.      MT  (+/- 180 meters Scaled)
 JK0629
 JK0629                          SUPERSEDED SURVEY CONTROL
 JK0629
 JK0629  NGVD 29 (??/??/92) 2283.813  (m)         7492.81   (f) ADJ UNCH    2 0
 JK0629
 JK0629.Superseded values are not recommended for survey control.
 JK0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0629.See file dsdata.txt to determine how the superseded data were derived.
 JK0629
 JK0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC463357(NAD 83)
 JK0629_MARKER: DB = BENCH MARK DISK
 JK0629_SETTING: 66 = SET IN ROCK OUTCROP
 JK0629_SP_SET: SANDSTONE OUTCROP
 JK0629_STAMPING: N 267 1941
 JK0629_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JK0629+STABILITY: POSITION/ELEVATION WELL
 JK0629
 JK0629  HISTORY     - Date     Condition        Report By
 JK0629  HISTORY     - 1941     MONUMENTED       CGS
 JK0629  HISTORY     - 1957     GOOD             NGS
 JK0629  HISTORY     - 1957     MARK NOT FOUND   USGS
 JK0629
 JK0629                          STATION DESCRIPTION
 JK0629
 JK0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1957
 JK0629'11.8 MI SE FROM TEXAS CREEK.
 JK0629'11.8 MILES SOUTHEAST ALONG STATE HIGHWAY 69 FROM THE POST OFFICE
 JK0629'AT TEXAS CREEK, CUSTER COUNTY, 0.2 MILE NORTHWEST OF THE CUSTER-
 JK0629'FREMONT COUNTY-LINE SIGN, 0.2 MILE NORTHWEST OF POST OFFICE AND
 JK0629'STORE AT HILLSIDE, 0.1 MILE SOUTH OF THE ENTRANCE
 JK0629'TO A RANCH, 31.0 FEET EAST OF THE CENTERLINE OF THE
 JK0629'HIGHWAY, 6.0 FEET EAST OF A FENCE, IN THE TOP OF THE SOUTH SIDE
 JK0629'OF A LARGE SANDSTONE OUTCROP, AND 9.0 FEET HIGHER THAN THE HIGHWAY.
 JK0629'A STANDARD DISK, STAMPED N 267 1941.
 JK0629
 JK0629                          STATION RECOVERY (1957)
 JK0629
 JK0629'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 JK0629'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0257 ***********************************************************************
 JL0257  DESIGNATION -  N 268
 JL0257  PID         -  JL0257
 JL0257  STATE/COUNTY-  CO/GUNNISON
 JL0257  USGS QUAD   -  PAONIA RESERVOIR (1964)
 JL0257
 JL0257                         *CURRENT SURVEY CONTROL
 JL0257  ___________________________________________________________________
 JL0257* NAD 83(1986)-  38 55 59.     (N)    107 21 05.     (W)     SCALED    
 JL0257* NAVD 88     -      1940.974  (meters)    6368.01   (feet)  ADJUSTED  
 JL0257  ___________________________________________________________________
 JL0257  GEOID HEIGHT-         -15.10  (meters)                     GEOID03
 JL0257  DYNAMIC HT  -        1938.735 (meters)    6360.67  (feet)  COMP
 JL0257  MODELED GRAV-     979,406.7   (mgal)                       NAVD 88
 JL0257
 JL0257  VERT ORDER  -  SECOND    CLASS 0
 JL0257
 JL0257.The horizontal coordinates were scaled from a topographic map and have
 JL0257.an estimated accuracy of +/- 6 seconds.
 JL0257
 JL0257.The orthometric height was determined by differential leveling
 JL0257.and adjusted by the National Geodetic Survey in June 1991..
 JL0257
 JL0257.The geoid height was determined by GEOID03.
 JL0257
 JL0257.The dynamic height is computed by dividing the NAVD 88
 JL0257.geopotential number by the normal gravity value computed on the
 JL0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0257.degrees latitude (g = 980.6199 gals.).
 JL0257
 JL0257.The modeled gravity was interpolated from observed gravity values.
 JL0257
 JL0257;                    North         East    Units  Estimated Accuracy
 JL0257;SPC CO C     -   428,510.      753,890.      MT  (+/- 180 meters Scaled)
 JL0257
 JL0257                          SUPERSEDED SURVEY CONTROL
 JL0257
 JL0257  NGVD 29 (??/??/92) 1939.492  (m)         6363.15   (f) ADJ UNCH    2 0
 JL0257
 JL0257.Superseded values are not recommended for survey control.
 JL0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0257.See file dsdata.txt to determine how the superseded data were derived.
 JL0257
 JL0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBD961119(NAD 83)
 JL0257_MARKER: DB = BENCH MARK DISK
 JL0257_SETTING: 80 = SET IN A BOULDER
 JL0257_SP_SET: BOULDER
 JL0257_STAMPING: N 268 1940
 JL0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0257+STABILITY: SURFACE MOTION
 JL0257
 JL0257  HISTORY     - Date     Condition        Report By
 JL0257  HISTORY     - 1940     MONUMENTED       CGS
 JL0257  HISTORY     - 1964     MARK NOT FOUND   USGS
 JL0257
 JL0257                          STATION DESCRIPTION
 JL0257
 JL0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JL0257'0.6 MI SE FROM BARDINE.
 JL0257'0.6 MILE SOUTHEAST ALONG STATE HIGHWAY 135 FROM THE JUNCTION OF STATE
 JL0257'HIGHWAY 133 AT BARDINE, 70 YARDS WEST OF THE WEST END OF AN S-CURVE,
 JL0257'26 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, IN THE TOP OF A 4- BY
 JL0257'10-FOOT SLOPING SANDSTONE BOULDER, AND ABOUT 9 FEET LOWER THAN THE
 JL0257'HIGHWAY.  A STANDARD DISK, STAMPED N 268 1940.
 JL0257
 JL0257                          STATION RECOVERY (1964)
 JL0257
 JL0257'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 JL0257'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0251 ***********************************************************************
 JL0251  DESIGNATION -  N 269
 JL0251  PID         -  JL0251
 JL0251  STATE/COUNTY-  CO/GUNNISON
 JL0251  USGS QUAD   -  SIGNAL PEAK (1979)
 JL0251
 JL0251                         *CURRENT SURVEY CONTROL
 JL0251  ___________________________________________________________________
 JL0251* NAD 83(1986)-  38 30 55.     (N)    106 46 33.     (W)     SCALED    
 JL0251* NAVD 88     -      2394.468  (meters)    7855.85   (feet)  ADJUSTED  
 JL0251  ___________________________________________________________________
 JL0251  GEOID HEIGHT-         -14.21  (meters)                     GEOID03
 JL0251  DYNAMIC HT  -        2391.501 (meters)    7846.12  (feet)  COMP
 JL0251  MODELED GRAV-     979,303.1   (mgal)                       NAVD 88
 JL0251
 JL0251  VERT ORDER  -  SECOND    CLASS 0
 JL0251
 JL0251.The horizontal coordinates were scaled from a topographic map and have
 JL0251.an estimated accuracy of +/- 6 seconds.
 JL0251
 JL0251.The orthometric height was determined by differential leveling
 JL0251.and adjusted by the National Geodetic Survey in June 1991..
 JL0251
 JL0251.The geoid height was determined by GEOID03.
 JL0251
 JL0251.The dynamic height is computed by dividing the NAVD 88
 JL0251.geopotential number by the normal gravity value computed on the
 JL0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0251.degrees latitude (g = 980.6199 gals.).
 JL0251
 JL0251.The modeled gravity was interpolated from observed gravity values.
 JL0251
 JL0251;                    North         East    Units  Estimated Accuracy
 JL0251;SPC CO C     -   381,280.      803,140.      MT  (+/- 180 meters Scaled)
 JL0251
 JL0251                          SUPERSEDED SURVEY CONTROL
 JL0251
 JL0251  NGVD 29 (??/??/92) 2392.924  (m)         7850.78   (f) ADJ UNCH    2 0
 JL0251
 JL0251.Superseded values are not recommended for survey control.
 JL0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0251.See file dsdata.txt to determine how the superseded data were derived.
 JL0251
 JL0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC451644(NAD 83)
 JL0251_MARKER: DB = BENCH MARK DISK
 JL0251_SETTING: 66 = SET IN ROCK OUTCROP
 JL0251_SP_SET: ROCK OUTCROP
 JL0251_STAMPING: N 269 1938
 JL0251_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0251+STABILITY: POSITION/ELEVATION WELL
 JL0251
 JL0251  HISTORY     - Date     Condition        Report By
 JL0251  HISTORY     - 1938     MONUMENTED       CGS
 JL0251  HISTORY     - 1962     GOOD             NGS
 JL0251  HISTORY     - 1984     MARK NOT FOUND   NGS
 JL0251
 JL0251                          STATION DESCRIPTION
 JL0251
 JL0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 JL0251'8.7 MI SE FROM GUNNISON.
 JL0251'ABOUT 8.7 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 JL0251'RAILROAD FROM THE STATION AT GUNNISON, GUNNISON COUNTY, ABOUT 0.4 MILE
 JL0251'EAST OF THE CROSSING OF STATE HIGHWAY 114, ABOUT 0.1 MILE EAST OF
 JL0251'MILEPOST D 280, ABOUT 30 FEET SOUTH OF THE CENTER LINE OF THE TRACK,
 JL0251'IN THE TOP OF A ROCK OUTCROP, AND ABOUT 8 FEET HIGHER THAN THE TRACK.
 JL0251'A STANDARD DISK, STAMPED N 269 1938.
 JL0251
 JL0251                          STATION RECOVERY (1962)
 JL0251
 JL0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 JL0251'RECOVERED IN GOOD CONDITION.
 JL0251
 JL0251                          STATION RECOVERY (1984)
 JL0251
 JL0251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0205 ***********************************************************************
 JL0205  DESIGNATION -  N 269
 JL0205  PID         -  JL0205
 JL0205  STATE/COUNTY-  CO/SAGUACHE
 JL0205  USGS QUAD   -  NORTH PASS (1979)
 JL0205
 JL0205                         *CURRENT SURVEY CONTROL
 JL0205  ___________________________________________________________________
 JL0205* NAD 83(1986)-  38 08 57.     (N)    106 31 59.     (W)     SCALED    
 JL0205* NAVD 88     -      2784.449  (meters)    9135.31   (feet)  ADJUSTED  
 JL0205  ___________________________________________________________________
 JL0205  GEOID HEIGHT-         -14.96  (meters)                     GEOID03
 JL0205  DYNAMIC HT  -        2780.653 (meters)    9122.86  (feet)  COMP
 JL0205  MODELED GRAV-     979,165.0   (mgal)                       NAVD 88
 JL0205
 JL0205  VERT ORDER  -  SECOND    CLASS 0
 JL0205
 JL0205.The horizontal coordinates were scaled from a topographic map and have
 JL0205.an estimated accuracy of +/- 6 seconds.
 JL0205
 JL0205.The orthometric height was determined by differential leveling
 JL0205.and adjusted by the National Geodetic Survey in June 1991..
 JL0205
 JL0205.The geoid height was determined by GEOID03.
 JL0205
 JL0205.The dynamic height is computed by dividing the NAVD 88
 JL0205.geopotential number by the normal gravity value computed on the
 JL0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0205.degrees latitude (g = 980.6199 gals.).
 JL0205
 JL0205.The modeled gravity was interpolated from observed gravity values.
 JL0205
 JL0205;                    North         East    Units  Estimated Accuracy
 JL0205;SPC CO S     -   469,840.      823,860.      MT  (+/- 180 meters Scaled)
 JL0205
 JL0205                          SUPERSEDED SURVEY CONTROL
 JL0205
 JL0205  NGVD 29 (??/??/92) 2782.757  (m)         9129.76   (f) ADJ UNCH    2 0
 JL0205
 JL0205.Superseded values are not recommended for survey control.
 JL0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0205.See file dsdata.txt to determine how the superseded data were derived.
 JL0205
 JL0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCC656234(NAD 83)
 JL0205_MARKER: DB = BENCH MARK DISK
 JL0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JL0205_STAMPING: N 269 1940
 JL0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0205+STABILITY: SURFACE MOTION
 JL0205
 JL0205  HISTORY     - Date     Condition        Report By
 JL0205  HISTORY     - 1940     MONUMENTED       CGS
 JL0205
 JL0205                          STATION DESCRIPTION
 JL0205
 JL0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 JL0205'27.2 MI W FROM SAGUACHE.
 JL0205'ABOUT 27.2 MILES WEST ALONG STATE HIGHWAY 114 FROM THE COUNTY
 JL0205'COURTHOUSE AT SAGUACHE, SAGUACHE COUNTY, ABOUT 42 YARDS NORTHWEST OF
 JL0205'THE NORTH END OF A LARGE CORRUGATED PIPE CULVERT UNDER THE HIGHWAY,
 JL0205'WEST OF A CREEK, AT THE TOP OF A KNOLL, 70 FEET NORTHEAST OF THE
 JL0205'CENTER OF THE CROSSING OF A ROAD LEADING NORTH UP A CANYON, 66 FEET
 JL0205'EAST OF THE CENTER LINE OF THE ROAD, 40 FEET NORTH OF THE CENTER LINE
 JL0205'OF THE HIGHWAY, AND 2.9 FEET EAST OF A 4- BY 4-INCH WHITE REFERENCE
 JL0205'POST PROJECTING ABOUT 1.6 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED
 JL0205'N 269 1940 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.4
 JL0205'FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0333 ***********************************************************************
 LM0333  DESIGNATION -  N 27
 LM0333  PID         -  LM0333
 LM0333  STATE/COUNTY-  CO/MOFFAT
 LM0333  USGS QUAD   -  RALPH WHITE LAKE (1971)
 LM0333
 LM0333                         *CURRENT SURVEY CONTROL
 LM0333  ___________________________________________________________________
 LM0333* NAD 83(1986)-  40 37 26.     (N)    107 28 09.     (W)     SCALED    
 LM0333* NAVD 88     -      1934.890  (meters)    6348.05   (feet)  ADJUSTED  
 LM0333  ___________________________________________________________________
 LM0333  GEOID HEIGHT-         -14.44  (meters)                     GEOID03
 LM0333  DYNAMIC HT  -        1933.040 (meters)    6341.98  (feet)  COMP
 LM0333  MODELED GRAV-     979,600.3   (mgal)                       NAVD 88
 LM0333
 LM0333  VERT ORDER  -  FIRST     CLASS II
 LM0333
 LM0333.The horizontal coordinates were scaled from a topographic map and have
 LM0333.an estimated accuracy of +/- 6 seconds.
 LM0333
 LM0333.The orthometric height was determined by differential leveling
 LM0333.and adjusted by the National Geodetic Survey in June 1991..
 LM0333
 LM0333.The geoid height was determined by GEOID03.
 LM0333
 LM0333.The dynamic height is computed by dividing the NAVD 88
 LM0333.geopotential number by the normal gravity value computed on the
 LM0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0333.degrees latitude (g = 980.6199 gals.).
 LM0333
 LM0333.The modeled gravity was interpolated from observed gravity values.
 LM0333
 LM0333;                    North         East    Units  Estimated Accuracy
 LM0333;SPC CO N     -   449,950.      747,810.      MT  (+/- 180 meters Scaled)
 LM0333
 LM0333                          SUPERSEDED SURVEY CONTROL
 LM0333
 LM0333  NGVD 29 (??/??/92) 1933.649  (m)         6343.98   (f) ADJ UNCH    1 2
 LM0333
 LM0333.Superseded values are not recommended for survey control.
 LM0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0333.See file dsdata.txt to determine how the superseded data were derived.
 LM0333
 LM0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE911999(NAD 83)
 LM0333_MARKER: DB = BENCH MARK DISK
 LM0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0333_STAMPING: N 27 1933
 LM0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0333+STABILITY: SURFACE MOTION
 LM0333
 LM0333  HISTORY     - Date     Condition        Report By
 LM0333  HISTORY     - 1933     MONUMENTED       CGS
 LM0333
 LM0333                          STATION DESCRIPTION
 LM0333
 LM0333'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LM0333'10.5 MI N FROM CRAIG.
 LM0333'10.5 MILES NORTH ALONG THE CRAIG-BAGGS ROAD FROM THE INTERSECTION OF
 LM0333'VICTORY WAY AND YAMPA AVENUE AT CRAIG, ABOUT 750 FEET NORTH OF A STEEL
 LM0333'BRIDGE OVER A CREEK, ON THE OUTSIDE OF A SHARP RIGHT-HAND CURVE, AND
 LM0333'48 FEET WEST OF THE CENTER LINE OF THE ROAD, AND SET IN THE TOP OF A
 LM0333'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0064 ***********************************************************************
 KJ0064  DESIGNATION -  N 270
 KJ0064  PID         -  KJ0064
 KJ0064  STATE/COUNTY-  CO/KIT CARSON
 KJ0064  USGS QUAD   -  BURLINGTON NE (1969)
 KJ0064
 KJ0064                         *CURRENT SURVEY CONTROL
 KJ0064  ___________________________________________________________________
 KJ0064* NAD 83(1986)-  39 25 01.     (N)    102 15 33.     (W)     SCALED    
 KJ0064* NAVD 88     -      1223.776  (meters)    4015.01   (feet)  ADJUSTED  
 KJ0064  ___________________________________________________________________
 KJ0064  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 KJ0064  DYNAMIC HT  -        1222.734 (meters)    4011.59  (feet)  COMP
 KJ0064  MODELED GRAV-     979,733.6   (mgal)                       NAVD 88
 KJ0064
 KJ0064  VERT ORDER  -  FIRST     CLASS II
 KJ0064
 KJ0064.The horizontal coordinates were scaled from a topographic map and have
 KJ0064.an estimated accuracy of +/- 6 seconds.
 KJ0064
 KJ0064.The orthometric height was determined by differential leveling
 KJ0064.and adjusted by the National Geodetic Survey in June 1991..
 KJ0064
 KJ0064.The geoid height was determined by GEOID03.
 KJ0064
 KJ0064.The dynamic height is computed by dividing the NAVD 88
 KJ0064.geopotential number by the normal gravity value computed on the
 KJ0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0064.degrees latitude (g = 980.6199 gals.).
 KJ0064
 KJ0064.The modeled gravity was interpolated from observed gravity values.
 KJ0064
 KJ0064;                    North         East    Units  Estimated Accuracy
 KJ0064;SPC CO C     -   485,570.    1,193,420.      MT  (+/- 180 meters Scaled)
 KJ0064
 KJ0064                          SUPERSEDED SURVEY CONTROL
 KJ0064
 KJ0064  NGVD 29 (??/??/92) 1223.272  (m)         4013.35   (f) ADJ UNCH    1 2
 KJ0064
 KJ0064.Superseded values are not recommended for survey control.
 KJ0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0064.See file dsdata.txt to determine how the superseded data were derived.
 KJ0064
 KJ0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGD359666(NAD 83)
 KJ0064_MARKER: DB = BENCH MARK DISK
 KJ0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0064_STAMPING: N 270 1941
 KJ0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0064+STABILITY: SURFACE MOTION
 KJ0064
 KJ0064  HISTORY     - Date     Condition        Report By
 KJ0064  HISTORY     - 1941     MONUMENTED       CGS
 KJ0064  HISTORY     - 1969     MARK NOT FOUND   USGS
 KJ0064
 KJ0064                          STATION DESCRIPTION
 KJ0064
 KJ0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 KJ0064'8.5 MI N FROM BURLINGTON.
 KJ0064'8.5 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE COUNTY COURTHOUSE
 KJ0064'AT BURLINGTON, 0.2 MILE NORTH OF A CONCRETE BRIDGE, 75 FEET
 KJ0064'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF AN EAST-AND-WEST
 KJ0064'SECTION-LINE ROAD, 52 FEET EAST OF THE CENTERLINE OF THE HIGHWAY,
 KJ0064'60 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 6 FEET NORTH OF A FENCE
 KJ0064'CORNER, 2 FEET EAST OF THE FENCE, 3 FEET EAST OF A WHITE WOODEN
 KJ0064'WITNESS POST, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD
 KJ0064'DISK, STAMPED N 270 1941 AND SET IN THE TOP OF A CONCRETE POST
 KJ0064'PROJECTING 0.5 FOOT ABOVE GROUND.
 KJ0064
 KJ0064                          STATION RECOVERY (1969)
 KJ0064
 KJ0064'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 KJ0064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0533 ***********************************************************************
 JJ0533  DESIGNATION -  N 271
 JJ0533  PID         -  JJ0533
 JJ0533  STATE/COUNTY-  CO/CROWLEY
 JJ0533  USGS QUAD   -  BOX SPRINGS (1977)
 JJ0533
 JJ0533                         *CURRENT SURVEY CONTROL
 JJ0533  ___________________________________________________________________
 JJ0533* NAD 83(1986)-  38 25 41.     (N)    103 43 23.     (W)     SCALED    
 JJ0533* NAVD 88     -      1383.357  (meters)    4538.56   (feet)  ADJUSTED  
 JJ0533  ___________________________________________________________________
 JJ0533  GEOID HEIGHT-         -21.22  (meters)                     GEOID03
 JJ0533  DYNAMIC HT  -        1381.986 (meters)    4534.07  (feet)  COMP
 JJ0533  MODELED GRAV-     979,590.0   (mgal)                       NAVD 88
 JJ0533
 JJ0533  VERT ORDER  -  SECOND    CLASS 0
 JJ0533
 JJ0533.The horizontal coordinates were scaled from a topographic map and have
 JJ0533.an estimated accuracy of +/- 6 seconds.
 JJ0533
 JJ0533.The orthometric height was determined by differential leveling
 JJ0533.and adjusted by the National Geodetic Survey in June 1991..
 JJ0533
 JJ0533.The geoid height was determined by GEOID03.
 JJ0533
 JJ0533.The dynamic height is computed by dividing the NAVD 88
 JJ0533.geopotential number by the normal gravity value computed on the
 JJ0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0533.degrees latitude (g = 980.6199 gals.).
 JJ0533
 JJ0533.The modeled gravity was interpolated from observed gravity values.
 JJ0533
 JJ0533;                    North         East    Units  Estimated Accuracy
 JJ0533;SPC CO S     -   501,770.    1,069,550.      MT  (+/- 180 meters Scaled)
 JJ0533
 JJ0533                          SUPERSEDED SURVEY CONTROL
 JJ0533
 JJ0533  NGVD 29 (??/??/92) 1382.651  (m)         4536.25   (f) ADJ UNCH    2 0
 JJ0533
 JJ0533.Superseded values are not recommended for survey control.
 JJ0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0533.See file dsdata.txt to determine how the superseded data were derived.
 JJ0533
 JJ0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC114540(NAD 83)
 JJ0533_MARKER: DB = BENCH MARK DISK
 JJ0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0533_STAMPING: N 271 1941
 JJ0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0533+STABILITY: SURFACE MOTION
 JJ0533
 JJ0533  HISTORY     - Date     Condition        Report By
 JJ0533  HISTORY     - 1941     MONUMENTED       CGS
 JJ0533
 JJ0533                          STATION DESCRIPTION
 JJ0533
 JJ0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0533'15.5 MI N FROM ORDWAY.
 JJ0533'TO REACH FROM THE POST OFFICE AT ORDWAY-- GO 0.5 OF A MILE EAST
 JJ0533'ALONG HWY. 96 TO JCT. WITH HWY. 71 THENCE, TURN LEFT, GO 15.0 MILES
 JJ0533'NORTH ALONG HWY. 71 TO SITE OF BENCH MARK.
 JJ0533'BENCH MARK IS 0.5 OF A MILE SOUTH OF A RED, BRICK, FARM HOUSE ON THE
 JJ0533'EAST SIDE OF THE HWY, 0.1 OF A MILE SOUTH OF A WOODEN BRIDGE, 10.0
 JJ0533'FEET WEST OF A FENCE LINE, 60.0 FEET WEST OF AND APPROXIMATELY THE
 JJ0533'SAME ELEVATION AS THE CENTERLINE OF THE HWY.  A STD. DISK SET FLUSH
 JJ0533'AND HORIZONTALLY IN A CONCRETE POST, PROJECTING, 6.0 INCHES ABOVE
 JJ0533'THE GROUND, 3.0 FEET NORTH OF A WHITE, WOODEN, 4X4-INCH MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0613 ***********************************************************************
 JJ0613  DESIGNATION -  N 272
 JJ0613  PID         -  JJ0613
 JJ0613  STATE/COUNTY-  CO/LINCOLN
 JJ0613  USGS QUAD   -  KUTCH SE (1978)
 JJ0613
 JJ0613                         *CURRENT SURVEY CONTROL
 JJ0613  ___________________________________________________________________
 JJ0613* NAD 83(1986)-  38 51 08.     (N)    103 45 26.     (W)     SCALED    
 JJ0613* NAVD 88     -      1664.981  (meters)    5462.53   (feet)  ADJUSTED  
 JJ0613  ___________________________________________________________________
 JJ0613  GEOID HEIGHT-         -20.27  (meters)                     GEOID03
 JJ0613  DYNAMIC HT  -        1663.300 (meters)    5457.01  (feet)  COMP
 JJ0613  MODELED GRAV-     979,559.6   (mgal)                       NAVD 88
 JJ0613
 JJ0613  VERT ORDER  -  SECOND    CLASS 0
 JJ0613
 JJ0613.The horizontal coordinates were scaled from a topographic map and have
 JJ0613.an estimated accuracy of +/- 6 seconds.
 JJ0613
 JJ0613.The orthometric height was determined by differential leveling
 JJ0613.and adjusted by the National Geodetic Survey in June 1991..
 JJ0613
 JJ0613.The geoid height was determined by GEOID03.
 JJ0613
 JJ0613.The dynamic height is computed by dividing the NAVD 88
 JJ0613.geopotential number by the normal gravity value computed on the
 JJ0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0613.degrees latitude (g = 980.6199 gals.).
 JJ0613
 JJ0613.The modeled gravity was interpolated from observed gravity values.
 JJ0613
 JJ0613;                    North         East    Units  Estimated Accuracy
 JJ0613;SPC CO C     -   419,360.    1,065,670.      MT  (+/- 180 meters Scaled)
 JJ0613
 JJ0613                          SUPERSEDED SURVEY CONTROL
 JJ0613
 JJ0613  NGVD 29 (??/??/92) 1664.160  (m)         5459.83   (f) ADJ UNCH    2 0
 JJ0613
 JJ0613.Superseded values are not recommended for survey control.
 JJ0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0613.See file dsdata.txt to determine how the superseded data were derived.
 JJ0613
 JJ0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFD078011(NAD 83)
 JJ0613_MARKER: DB = BENCH MARK DISK
 JJ0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0613_STAMPING: N 272 1941
 JJ0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0613+STABILITY: SURFACE MOTION
 JJ0613
 JJ0613  HISTORY     - Date     Condition        Report By
 JJ0613  HISTORY     - 1941     MONUMENTED       CGS
 JJ0613  HISTORY     - 1974     MARK NOT FOUND   USGS
 JJ0613
 JJ0613                          STATION DESCRIPTION
 JJ0613
 JJ0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0613'25.5 MI E FROM YODER.
 JJ0613'IN LINCOLN COUNTY, 25.5 MILES EAST ALONG STATE HIGHWAY 94 FROM
 JJ0613'THE POST OFFICE AT YODER, EL PASO COUNTY, 270 FEET WEST OF THE
 JJ0613'CENTERLINE OF A SIDE ROAD LEADING NORTH, 54 FEET NORTH OF THE
 JJ0613'CENTERLINE OF THE HIGHWAY, 7 FEET NORTH OF A FENCE CORNER, AND
 JJ0613'ABOUT 3 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 JJ0613'N 272 1941 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 JJ0613'6 INCHES ABOVE GROUND.
 JJ0613
 JJ0613                          STATION RECOVERY (1974)
 JJ0613
 JJ0613'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 JJ0613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0181 ***********************************************************************
 JJ0181  DESIGNATION -  N 274
 JJ0181  PID         -  JJ0181
 JJ0181  STATE/COUNTY-  CO/BENT
 JJ0181  USGS QUAD   -  HASTY (1979)
 JJ0181
 JJ0181                         *CURRENT SURVEY CONTROL
 JJ0181  ___________________________________________________________________
 JJ0181* NAD 83(1986)-  38 03 13.     (N)    102 55 24.     (W)     SCALED    
 JJ0181* NAVD 88     -      1173.815  (meters)    3851.09   (feet)  ADJUSTED  
 JJ0181  ___________________________________________________________________
 JJ0181  GEOID HEIGHT-         -22.77  (meters)                     GEOID03
 JJ0181  DYNAMIC HT  -        1172.681 (meters)    3847.37  (feet)  COMP
 JJ0181  MODELED GRAV-     979,622.9   (mgal)                       NAVD 88
 JJ0181
 JJ0181  VERT ORDER  -  FIRST     CLASS II
 JJ0181
 JJ0181.The horizontal coordinates were scaled from a topographic map and have
 JJ0181.an estimated accuracy of +/- 6 seconds.
 JJ0181
 JJ0181.The orthometric height was determined by differential leveling
 JJ0181.and adjusted by the National Geodetic Survey in June 1991..
 JJ0181
 JJ0181.The geoid height was determined by GEOID03.
 JJ0181
 JJ0181.The dynamic height is computed by dividing the NAVD 88
 JJ0181.geopotential number by the normal gravity value computed on the
 JJ0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0181.degrees latitude (g = 980.6199 gals.).
 JJ0181
 JJ0181.The modeled gravity was interpolated from observed gravity values.
 JJ0181
 JJ0181;                    North         East    Units  Estimated Accuracy
 JJ0181;SPC CO S     -   461,850.    1,140,510.      MT  (+/- 180 meters Scaled)
 JJ0181
 JJ0181                          SUPERSEDED SURVEY CONTROL
 JJ0181
 JJ0181  NGVD 29 (??/??/92) 1173.258  (m)         3849.26   (f) ADJ UNCH    1 2
 JJ0181
 JJ0181.Superseded values are not recommended for survey control.
 JJ0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0181.See file dsdata.txt to determine how the superseded data were derived.
 JJ0181
 JJ0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC822137(NAD 83)
 JJ0181_MARKER: DB = BENCH MARK DISK
 JJ0181_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 JJ0181_STAMPING: N 274 1941
 JJ0181_MARK LOGO: CGS   
 JJ0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0181+STABILITY: SURFACE MOTION
 JJ0181
 JJ0181  HISTORY     - Date     Condition        Report By
 JJ0181  HISTORY     - 1941     MONUMENTED       CGS
 JJ0181  HISTORY     - 1983     GOOD             LOCENG
 JJ0181  HISTORY     - 1985     GOOD             NGS
 JJ0181
 JJ0181                          STATION DESCRIPTION
 JJ0181
 JJ0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0181'2.1 MI E FROM CADDOA.
 JJ0181'2.1 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY
 JJ0181'FROM THE STATION AT CADDOA, AT BRIDGE 519 A OVER CADDOA CREEK,
 JJ0181'IN THE WEST END OF THE SOUTH WINGWALL OF THE WEST ABUTMENT, 9.5
 JJ0181'FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 1.5 FEET LOWER THAN
 JJ0181'THE TRACK.  A STANDARD DISK, STAMPED N 274 1941.
 JJ0181
 JJ0181                          STATION RECOVERY (1983)
 JJ0181
 JJ0181'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1983
 JJ0181'RECOVERED IN GOOD CONDITION.
 JJ0181
 JJ0181                          STATION RECOVERY (1985)
 JJ0181
 JJ0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JJ0181'RECOVERED IN GOOD CONDITION.  A NEW ROUTE TO THE MARK FOLLOWS.
 JJ0181'27.4 KM (17.0 MI) WESTERLY ALONG THE SANTA FE RAILROAD FROM THE
 JJ0181'STATION IN LAMAR, OR 27.7 KM (17.2 MI) EASTERLY ALONG THE SANTA FE
 JJ0181'RAILROAD FROM THE COURTHOUSE IN LAS ANIMAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0233 ***********************************************************************
 JJ0233  DESIGNATION -  N 275
 JJ0233  PID         -  JJ0233
 JJ0233  STATE/COUNTY-  CO/KIOWA
 JJ0233  USGS QUAD   -  ARSENIC LAKE SW (1982)
 JJ0233
 JJ0233                         *CURRENT SURVEY CONTROL
 JJ0233  ___________________________________________________________________
 JJ0233* NAD 83(1986)-  38 30 01.     (N)    102 59 57.     (W)     SCALED    
 JJ0233* NAVD 88     -      1335.335  (meters)    4381.01   (feet)  ADJUSTED  
 JJ0233  ___________________________________________________________________
 JJ0233  GEOID HEIGHT-         -22.45  (meters)                     GEOID03
 JJ0233  DYNAMIC HT  -        1334.041 (meters)    4376.77  (feet)  COMP
 JJ0233  MODELED GRAV-     979,612.8   (mgal)                       NAVD 88
 JJ0233
 JJ0233  VERT ORDER  -  SECOND    CLASS 0
 JJ0233
 JJ0233.The horizontal coordinates were scaled from a topographic map and have
 JJ0233.an estimated accuracy of +/- 6 seconds.
 JJ0233
 JJ0233.The orthometric height was determined by differential leveling
 JJ0233.and adjusted by the National Geodetic Survey in June 1991..
 JJ0233
 JJ0233.The geoid height was determined by GEOID03.
 JJ0233
 JJ0233.The dynamic height is computed by dividing the NAVD 88
 JJ0233.geopotential number by the normal gravity value computed on the
 JJ0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0233.degrees latitude (g = 980.6199 gals.).
 JJ0233
 JJ0233.The modeled gravity was interpolated from observed gravity values.
 JJ0233
 JJ0233;                    North         East    Units  Estimated Accuracy
 JJ0233;SPC CO S     -   511,230.    1,132,530.      MT  (+/- 180 meters Scaled)
 JJ0233
 JJ0233                          SUPERSEDED SURVEY CONTROL
 JJ0233
 JJ0233  NGVD 29 (??/??/92) 1334.719  (m)         4378.99   (f) ADJ UNCH    2 0
 JJ0233
 JJ0233.Superseded values are not recommended for survey control.
 JJ0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0233.See file dsdata.txt to determine how the superseded data were derived.
 JJ0233
 JJ0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC744632(NAD 83)
 JJ0233_MARKER: DB = BENCH MARK DISK
 JJ0233_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JJ0233_SP_SET: CULVERT
 JJ0233_STAMPING: N 275 1941
 JJ0233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JJ0233
 JJ0233  HISTORY     - Date     Condition        Report By
 JJ0233  HISTORY     - 1941     MONUMENTED       CGS
 JJ0233
 JJ0233                          STATION DESCRIPTION
 JJ0233
 JJ0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 JJ0233'12.1 MI W FROM EADS.
 JJ0233'12 MILES WEST ALONG THE MISSOURI PACIFIC RAILROAD FROM THE STATION
 JJ0233'AT EADS, KIOWA COUNTY, AT MILEAGE POLE 797-30, 84 FEET NORTH OF THE
 JJ0233'CENTERLINE OF STATE HIGHWAY 96, 18 FEET SOUTH OF THE CENTERLINE OF
 JJ0233'THE TRACK, 30 FEET NORTH OF A FENCE LINE, IN THE EAST END OF A
 JJ0233'CONCRETE CULVERT, AND ABOUT 7 FEET LOWER THAN THE TRACK.
 JJ0233'A STANDARD DISK, STAMPED N 275 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0256 ***********************************************************************
 KL0256  DESIGNATION -  N 276
 KL0256  PID         -  KL0256
 KL0256  STATE/COUNTY-  CO/LAKE
 KL0256  USGS QUAD   -  HOMESTAKE RESERVOIR (1994)
 KL0256
 KL0256                         *CURRENT SURVEY CONTROL
 KL0256  ___________________________________________________________________
 KL0256* NAD 83(1986)-  39 16 04.     (N)    106 24 50.     (W)     SCALED    
 KL0256* NAVD 88     -      3112.287  (meters)   10210.89   (feet)  ADJUSTED  
 KL0256  ___________________________________________________________________
 KL0256  GEOID HEIGHT-         -12.92  (meters)                     GEOID03
 KL0256  DYNAMIC HT  -        3108.117 (meters)   10197.21  (feet)  COMP
 KL0256  MODELED GRAV-     979,174.3   (mgal)                       NAVD 88
 KL0256
 KL0256  VERT ORDER  -  SECOND    CLASS 0
 KL0256
 KL0256.The horizontal coordinates were scaled from a topographic map and have
 KL0256.an estimated accuracy of +/- 6 seconds.
 KL0256
 KL0256.The orthometric height was determined by differential leveling
 KL0256.and adjusted by the National Geodetic Survey in June 1991..
 KL0256
 KL0256.The geoid height was determined by GEOID03.
 KL0256
 KL0256.The dynamic height is computed by dividing the NAVD 88
 KL0256.geopotential number by the normal gravity value computed on the
 KL0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0256.degrees latitude (g = 980.6199 gals.).
 KL0256
 KL0256.The modeled gravity was interpolated from observed gravity values.
 KL0256
 KL0256;                    North         East    Units  Estimated Accuracy
 KL0256;SPC CO C     -   464,430.      835,540.      MT  (+/- 180 meters Scaled)
 KL0256
 KL0256                          SUPERSEDED SURVEY CONTROL
 KL0256
 KL0256  NGVD 29 (??/??/92) 3110.481  (m)        10204.97   (f) ADJ UNCH    2 0
 KL0256
 KL0256.Superseded values are not recommended for survey control.
 KL0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0256.See file dsdata.txt to determine how the superseded data were derived.
 KL0256
 KL0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD780474(NAD 83)
 KL0256_MARKER: DB = BENCH MARK DISK
 KL0256_SETTING: 80 = SET IN A BOULDER
 KL0256_SP_SET: BOULDER
 KL0256_STAMPING: N 276 1951
 KL0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0256+STABILITY: SURFACE MOTION
 KL0256
 KL0256  HISTORY     - Date     Condition        Report By
 KL0256  HISTORY     - 1951     MONUMENTED       CGS
 KL0256  HISTORY     - 1959     GOOD             DOD
 KL0256
 KL0256                          STATION DESCRIPTION
 KL0256
 KL0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0256'7.7 MI SW FROM LEADVILLE.
 KL0256'0.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE AT
 KL0256'LEADVILLE, THENCE 7.6 MILES SOUTHWEST ALONG STATE HIGHWAY 104, 3.2
 KL0256'MILES NORTHEAST OF THE SOUTHEAST ENTRANCE TO THE CARLTON TUNNEL.  34
 KL0256'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 6 FEET SOUTHWEST OF THE
 KL0256'SOUTHWEST END OF A 10X20 FOOT GRANITE BOULDER, IN A SMALL CLEARING, 5
 KL0256'FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF A
 KL0256'LEAGE GRANITE BOULDER.
 KL0256
 KL0256                          STATION RECOVERY (1959)
 KL0256
 KL0256'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0352 ***********************************************************************
 KL0352  DESIGNATION -  N 277
 KL0352  PID         -  KL0352
 KL0352  STATE/COUNTY-  CO/PITKIN
 KL0352  USGS QUAD   -  RUEDI RESERVOIR (1987)
 KL0352
 KL0352                         *CURRENT SURVEY CONTROL
 KL0352  ___________________________________________________________________
 KL0352* NAD 83(1986)-  39 21 33.     (N)    106 45 20.     (W)     SCALED    
 KL0352* NAVD 88     -      2347.393  (meters)    7701.41   (feet)  ADJUSTED  
 KL0352  ___________________________________________________________________
 KL0352  GEOID HEIGHT-         -13.19  (meters)                     GEOID03
 KL0352  DYNAMIC HT  -        2344.395 (meters)    7691.57  (feet)  COMP
 KL0352  MODELED GRAV-     979,268.0   (mgal)                       NAVD 88
 KL0352
 KL0352  VERT ORDER  -  SECOND    CLASS 0
 KL0352
 KL0352.The horizontal coordinates were scaled from a topographic map and have
 KL0352.an estimated accuracy of +/- 6 seconds.
 KL0352
 KL0352.The orthometric height was determined by differential leveling
 KL0352.and adjusted by the National Geodetic Survey in June 1991..
 KL0352
 KL0352.The geoid height was determined by GEOID03.
 KL0352
 KL0352.The dynamic height is computed by dividing the NAVD 88
 KL0352.geopotential number by the normal gravity value computed on the
 KL0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0352.degrees latitude (g = 980.6199 gals.).
 KL0352
 KL0352.The modeled gravity was interpolated from observed gravity values.
 KL0352
 KL0352;                    North         East    Units  Estimated Accuracy
 KL0352;SPC CO C     -   474,930.      806,200.      MT  (+/- 180 meters Scaled)
 KL0352
 KL0352                          SUPERSEDED SURVEY CONTROL
 KL0352
 KL0352  NGVD 29 (??/??/92) 2345.619  (m)         7695.59   (f) ADJ UNCH    2 0
 KL0352
 KL0352.Superseded values are not recommended for survey control.
 KL0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0352.See file dsdata.txt to determine how the superseded data were derived.
 KL0352
 KL0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD487581(NAD 83)
 KL0352_MARKER: DB = BENCH MARK DISK
 KL0352_SETTING: 80 = SET IN A BOULDER
 KL0352_SP_SET: BOULDER
 KL0352_STAMPING: N 277 1951
 KL0352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0352+STABILITY: SURFACE MOTION
 KL0352
 KL0352  HISTORY     - Date     Condition        Report By
 KL0352  HISTORY     - 1951     MONUMENTED       CGS
 KL0352  HISTORY     - 1969     MARK NOT FOUND   NGS
 KL0352  HISTORY     - 19950816 MARK NOT FOUND   USPSQD
 KL0352
 KL0352                          STATION DESCRIPTION
 KL0352
 KL0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0352'2.85 MI NW FROM THOMASVILLE.
 KL0352'2.85 MILES NORTHWEST ALONG STATE HIGHWAY 104 FROM ITS JUNCTION WITH
 KL0352'STATE HIGHWAY 307 AT THOMASVILLE, 44 FEET SOUTHEAST OF THE CENTER LINE
 KL0352'OF THE HIGHWAY, 27 FEET SOUTHEAST OF THE SOUTHEAST END OF A SMALL
 KL0352'WOODEN CULVERT, 3.5 FEET SOUTHEAST OF A FENCE, SET IN THE TOP OF THE
 KL0352'CENTER OF A 4X4 FOOT GRANITE BOULDER, 1 FOOT ABOVE THE GROUND.
 KL0352
 KL0352                          STATION RECOVERY (1969)
 KL0352
 KL0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 KL0352'MARK NOT FOUND.
 KL0352
 KL0352                          STATION RECOVERY (1995)
 KL0352
 KL0352'RECOVERY NOTE BY US POWER SQUADRON 1995
 KL0352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0364 ***********************************************************************
 KL0364  DESIGNATION -  N 278
 KL0364  PID         -  KL0364
 KL0364  STATE/COUNTY-  CO/EAGLE
 KL0364  USGS QUAD   -  TONER RESERVOIR (1987)
 KL0364
 KL0364                         *CURRENT SURVEY CONTROL
 KL0364  ___________________________________________________________________
 KL0364* NAD 83(1986)-  39 22 40.     (N)    106 56 23.     (W)     SCALED    
 KL0364* NAVD 88     -      2132.615  (meters)    6996.75   (feet)  ADJUSTED  
 KL0364  ___________________________________________________________________
 KL0364  GEOID HEIGHT-         -13.86  (meters)                     GEOID03
 KL0364  DYNAMIC HT  -        2129.953 (meters)    6988.02  (feet)  COMP
 KL0364  MODELED GRAV-     979,305.5   (mgal)                       NAVD 88
 KL0364
 KL0364  VERT ORDER  -  SECOND    CLASS 0
 KL0364
 KL0364.The horizontal coordinates were scaled from a topographic map and have
 KL0364.an estimated accuracy of +/- 6 seconds.
 KL0364
 KL0364.The orthometric height was determined by differential leveling
 KL0364.and adjusted by the National Geodetic Survey in June 1991..
 KL0364
 KL0364.The geoid height was determined by GEOID03.
 KL0364
 KL0364.The dynamic height is computed by dividing the NAVD 88
 KL0364.geopotential number by the normal gravity value computed on the
 KL0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0364.degrees latitude (g = 980.6199 gals.).
 KL0364
 KL0364.The modeled gravity was interpolated from observed gravity values.
 KL0364
 KL0364;                    North         East    Units  Estimated Accuracy
 KL0364;SPC CO C     -   477,230.      790,360.      MT  (+/- 180 meters Scaled)
 KL0364
 KL0364                          SUPERSEDED SURVEY CONTROL
 KL0364
 KL0364  NGVD 29 (??/??/92) 2130.932  (m)         6991.23   (f) ADJ UNCH    2 0
 KL0364
 KL0364.Superseded values are not recommended for survey control.
 KL0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0364.See file dsdata.txt to determine how the superseded data were derived.
 KL0364
 KL0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD329604(NAD 83)
 KL0364_MARKER: DB = BENCH MARK DISK
 KL0364_SETTING: 66 = SET IN ROCK OUTCROP
 KL0364_SP_SET: SANDSTONE LEDGE
 KL0364_STAMPING: N 278 1951
 KL0364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0364+STABILITY: POSITION/ELEVATION WELL
 KL0364
 KL0364  HISTORY     - Date     Condition        Report By
 KL0364  HISTORY     - 1951     MONUMENTED       CGS
 KL0364
 KL0364                          STATION DESCRIPTION
 KL0364
 KL0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0364'5.95 MI SE FROM BASALT.
 KL0364'5.95 MILES SOUTHEAST ALONG STATE HIGHWAY 104 FROM ITS JUNCTION WITH
 KL0364'STATE HIGHWAY 82 AT BASALT, 0.1 MILE SOUTH OF A TELEPHONE POLE, 72
 KL0364'FEET NORTH OF THE NORTH END OF A ROW OF WILLOW TREES WHICH ARE ALONG
 KL0364'THE FRYING PAN RIVER, 19 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 KL0364'ON THE INSIDE OF A CURVE IN THE HIGHWAY, 4 FEET ABOVE THE LEVEL OF THE
 KL0364'HIGHWAY, SET VERTICALLY IN THE EAST FACE OF A RED SANDSTONE LEDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0460 ***********************************************************************
 KL0460  DESIGNATION -  N 279
 KL0460  PID         -  KL0460
 KL0460  STATE/COUNTY-  CO/EAGLE
 KL0460  USGS QUAD   -  CROOKED CREEK PASS (1987)
 KL0460
 KL0460                         *CURRENT SURVEY CONTROL
 KL0460  ___________________________________________________________________
 KL0460* NAD 83(1986)-  39 28 31.     (N)    106 43 43.     (W)     SCALED    
 KL0460* NAVD 88     -      2639.441  (meters)    8659.57   (feet)  ADJUSTED  
 KL0460  ___________________________________________________________________
 KL0460  GEOID HEIGHT-         -12.96  (meters)                     GEOID03
 KL0460  DYNAMIC HT  -        2636.061 (meters)    8648.48  (feet)  COMP
 KL0460  MODELED GRAV-     979,252.0   (mgal)                       NAVD 88
 KL0460
 KL0460  VERT ORDER  -  SECOND    CLASS 0
 KL0460
 KL0460.The horizontal coordinates were scaled from a topographic map and have
 KL0460.an estimated accuracy of +/- 6 seconds.
 KL0460
 KL0460.The orthometric height was determined by differential leveling
 KL0460.and adjusted by the National Geodetic Survey in June 1991..
 KL0460
 KL0460.The geoid height was determined by GEOID03.
 KL0460
 KL0460.The dynamic height is computed by dividing the NAVD 88
 KL0460.geopotential number by the normal gravity value computed on the
 KL0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0460.degrees latitude (g = 980.6199 gals.).
 KL0460
 KL0460.The modeled gravity was interpolated from observed gravity values.
 KL0460
 KL0460;                    North         East    Units  Estimated Accuracy
 KL0460;SPC CO C     -   487,790.      808,700.      MT  (+/- 180 meters Scaled)
 KL0460
 KL0460                          SUPERSEDED SURVEY CONTROL
 KL0460
 KL0460  NGVD 29 (??/??/92) 2637.700  (m)         8653.85   (f) ADJ UNCH    2 0
 KL0460
 KL0460.Superseded values are not recommended for survey control.
 KL0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0460.See file dsdata.txt to determine how the superseded data were derived.
 KL0460
 KL0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD513709(NAD 83)
 KL0460_MARKER: DB = BENCH MARK DISK
 KL0460_SETTING: 66 = SET IN ROCK OUTCROP
 KL0460_SP_SET: BOULDER
 KL0460_STAMPING: N 279 1951
 KL0460_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KL0460+STABILITY: POSITION/ELEVATION WELL
 KL0460
 KL0460  HISTORY     - Date     Condition        Report By
 KL0460  HISTORY     - 1951     MONUMENTED       CGS
 KL0460  HISTORY     - 1959     GOOD             DOD
 KL0460
 KL0460                          STATION DESCRIPTION
 KL0460
 KL0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0460'15.1 MI N FROM THOMASVILLE.
 KL0460'15.1 MILES NORTH ALONG STATE HIGHWAY 307 FROM ITS JUNCTION WITH STATE
 KL0460'HIGHWAY 104 AT THOMASVILLE, 500 FEET NORTHEAST OF A LARGE LAKE, 110
 KL0460'FEET WEST OF A LONE 24 INCH PINE TREE, 21 FEET SOUTHWEST OF THE CENTER
 KL0460'LINE OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF A 4X6 FOOT
 KL0460'GRANITE BOULDER, 3 FEET ABOVE THE GROUND.
 KL0460
 KL0460                          STATION RECOVERY (1959)
 KL0460
 KL0460'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0236 ***********************************************************************
 LM0236  DESIGNATION -  N 28
 LM0236  PID         -  LM0236
 LM0236  STATE/COUNTY-  CO/ROUTT
 LM0236  USGS QUAD   -  STEAMBOAT SPRINGS (1969)
 LM0236
 LM0236                         *CURRENT SURVEY CONTROL
 LM0236  ___________________________________________________________________
 LM0236* NAD 83(1986)-  40 28 59.     (N)    106 49 59.     (W)     SCALED    
 LM0236* NAVD 88     -      2044.631  (meters)    6708.09   (feet)  ADJUSTED  
 LM0236  ___________________________________________________________________
 LM0236  GEOID HEIGHT-         -12.48  (meters)                     GEOID03
 LM0236  DYNAMIC HT  -        2042.649 (meters)    6701.59  (feet)  COMP
 LM0236  MODELED GRAV-     979,582.8   (mgal)                       NAVD 88
 LM0236
 LM0236  VERT ORDER  -  FIRST     CLASS II
 LM0236
 LM0236.The horizontal coordinates were scaled from a topographic map and have
 LM0236.an estimated accuracy of +/- 6 seconds.
 LM0236
 LM0236.The orthometric height was determined by differential leveling
 LM0236.and adjusted by the National Geodetic Survey in June 1991..
 LM0236
 LM0236.The geoid height was determined by GEOID03.
 LM0236
 LM0236.The dynamic height is computed by dividing the NAVD 88
 LM0236.geopotential number by the normal gravity value computed on the
 LM0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0236.degrees latitude (g = 980.6199 gals.).
 LM0236
 LM0236.The modeled gravity was interpolated from observed gravity values.
 LM0236
 LM0236;                    North         East    Units  Estimated Accuracy
 LM0236;SPC CO N     -   433,310.      801,380.      MT  (+/- 180 meters Scaled)
 LM0236
 LM0236                          SUPERSEDED SURVEY CONTROL
 LM0236
 LM0236  NGVD 29 (??/??/92) 2043.401  (m)         6704.06   (f) ADJ UNCH    1 2
 LM0236
 LM0236.Superseded values are not recommended for survey control.
 LM0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0236.See file dsdata.txt to determine how the superseded data were derived.
 LM0236
 LM0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE446829(NAD 83)
 LM0236_MARKER: DB = BENCH MARK DISK
 LM0236_SETTING: 0 = UNSPECIFIED SETTING
 LM0236_STAMPING: N 28 1933
 LM0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0236
 LM0236  HISTORY     - Date     Condition        Report By
 LM0236  HISTORY     - 1933     MONUMENTED       CGS
 LM0236
 LM0236                          STATION DESCRIPTION
 LM0236
 LM0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 LM0236'0.7 MI E FROM STEAMBOAT SPRINGS.
 LM0236'0.7 MILE EAST ALONG THE DENVER AND SALT LAKE RAILWAY FROM THE STATION
 LM0236'AT STEAMBOAT SPRINGS, AT MILEAGE 190.42, AT A ROAD CROSSING, 48 FEET
 LM0236'SOUTH OF THE SOUTH RAIL, 42 FEET WEST OF THE CENTER LINE OF THE ROAD,
 LM0236'13 FEET WEST OF THE FENCE PARALLELING THE ROAD, AND 1 FOOT NORTH OF
 LM0236'THE RIGHT-OF-WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0082 ***********************************************************************
 KL0082  DESIGNATION -  N 280
 KL0082  PID         -  KL0082
 KL0082  STATE/COUNTY-  CO/EAGLE
 KL0082  USGS QUAD   -  VAIL WEST (1987)
 KL0082
 KL0082                         *CURRENT SURVEY CONTROL
 KL0082  ___________________________________________________________________
 KL0082* NAD 83(1986)-  39 38 12.     (N)    106 24 25.     (W)     SCALED    
 KL0082* NAVD 88     -      2446.829  (meters)    8027.64   (feet)  ADJUSTED  
 KL0082  ___________________________________________________________________
 KL0082  GEOID HEIGHT-         -12.57  (meters)                     GEOID03
 KL0082  DYNAMIC HT  -        2443.960 (meters)    8018.23  (feet)  COMP
 KL0082  MODELED GRAV-     979,366.5   (mgal)                       NAVD 88
 KL0082
 KL0082  VERT ORDER  -  SECOND    CLASS 0
 KL0082
 KL0082.The horizontal coordinates were scaled from a topographic map and have
 KL0082.an estimated accuracy of +/- 6 seconds.
 KL0082
 KL0082.The orthometric height was determined by differential leveling
 KL0082.and adjusted by the National Geodetic Survey in June 1991..
 KL0082
 KL0082.The geoid height was determined by GEOID03.
 KL0082
 KL0082.The dynamic height is computed by dividing the NAVD 88
 KL0082.geopotential number by the normal gravity value computed on the
 KL0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0082.degrees latitude (g = 980.6199 gals.).
 KL0082
 KL0082.The modeled gravity was interpolated from observed gravity values.
 KL0082
 KL0082;                    North         East    Units  Estimated Accuracy
 KL0082;SPC CO C     -   505,380.      836,550.      MT  (+/- 180 meters Scaled)
 KL0082
 KL0082                          SUPERSEDED SURVEY CONTROL
 KL0082
 KL0082  NGVD 29 (??/??/92) 2445.303  (m)         8022.63   (f) ADJ UNCH    2 0
 KL0082
 KL0082.Superseded values are not recommended for survey control.
 KL0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0082.See file dsdata.txt to determine how the superseded data were derived.
 KL0082
 KL0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD792883(NAD 83)
 KL0082_MARKER: DB = BENCH MARK DISK
 KL0082_SETTING: 80 = SET IN A BOULDER
 KL0082_SP_SET: BOULDER
 KL0082_STAMPING: N 280 1951
 KL0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0082+STABILITY: SURFACE MOTION
 KL0082
 KL0082  HISTORY     - Date     Condition        Report By
 KL0082  HISTORY     - 1951     MONUMENTED       CGS
 KL0082  HISTORY     - 1970     MARK NOT FOUND   USGS
 KL0082  HISTORY     - 20060907 MARK NOT FOUND   USPSQD
 KL0082
 KL0082                          STATION DESCRIPTION
 KL0082
 KL0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0082'4.85 MI E FROM MINTURN.
 KL0082'1.9 MILES NORTHWEST ALONG U.S. HIGHWAYS 6 AND 24 FROM THE POST OFFICE
 KL0082'AT MINTURN, THENCE 2.95 MILES EAST ALONG U.S. HIGHWAY 6, 81 FEET
 KL0082'NORTHEAST OF A FENCE CORNER, 64 FEET SOUTHEAST OF THE CENTER LINE OF
 KL0082'THE HIGHWAY, 19 FEET SOUTH OF A POWER POLE, 14 FEET SOUTHEAST OF A
 KL0082'FENCE, SET IN THE TOP OF THE CENTER OF A 4X4 FOOT GRANITE BOULDER, 1.5
 KL0082'FEET ABOVE THE GROUND.
 KL0082
 KL0082                          STATION RECOVERY (1970)
 KL0082
 KL0082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 KL0082'MARK NOT FOUND.
 KL0082
 KL0082                          STATION RECOVERY (2006)
 KL0082
 KL0082'RECOVERY NOTE BY US POWER SQUADRON 2006 (EDS)
 KL0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0096 ***********************************************************************
 KL0096  DESIGNATION -  N 281
 KL0096  PID         -  KL0096
 KL0096  STATE/COUNTY-  CO/EAGLE
 KL0096  USGS QUAD   -  RED CLIFF (1987)
 KL0096
 KL0096                         *CURRENT SURVEY CONTROL
 KL0096  ___________________________________________________________________
 KL0096* NAD 83(1986)-  39 36 16.     (N)    106 16 23.     (W)     SCALED    
 KL0096* NAVD 88     -      2775.793  (meters)    9106.91   (feet)  ADJUSTED  
 KL0096  ___________________________________________________________________
 KL0096  GEOID HEIGHT-         -12.41  (meters)                     GEOID03
 KL0096  DYNAMIC HT  -        2772.347 (meters)    9095.61  (feet)  COMP
 KL0096  MODELED GRAV-     979,285.1   (mgal)                       NAVD 88
 KL0096
 KL0096  VERT ORDER  -  SECOND    CLASS 0
 KL0096
 KL0096.The horizontal coordinates were scaled from a topographic map and have
 KL0096.an estimated accuracy of +/- 6 seconds.
 KL0096
 KL0096.The orthometric height was determined by differential leveling
 KL0096.and adjusted by the National Geodetic Survey in June 1991..
 KL0096
 KL0096.The geoid height was determined by GEOID03.
 KL0096
 KL0096.The dynamic height is computed by dividing the NAVD 88
 KL0096.geopotential number by the normal gravity value computed on the
 KL0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0096.degrees latitude (g = 980.6199 gals.).
 KL0096
 KL0096.The modeled gravity was interpolated from observed gravity values.
 KL0096
 KL0096;                    North         East    Units  Estimated Accuracy
 KL0096;SPC CO C     -   501,690.      848,010.      MT  (+/- 180 meters Scaled)
 KL0096
 KL0096                          SUPERSEDED SURVEY CONTROL
 KL0096
 KL0096  NGVD 29 (??/??/92) 2774.132  (m)         9101.46   (f) ADJ UNCH    2 0
 KL0096
 KL0096.Superseded values are not recommended for survey control.
 KL0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0096.See file dsdata.txt to determine how the superseded data were derived.
 KL0096
 KL0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD907846(NAD 83)
 KL0096_MARKER: DB = BENCH MARK DISK
 KL0096_SETTING: 80 = SET IN A BOULDER
 KL0096_SP_SET: BOULDER
 KL0096_STAMPING: N 281 1951
 KL0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0096+STABILITY: SURFACE MOTION
 KL0096
 KL0096  HISTORY     - Date     Condition        Report By
 KL0096  HISTORY     - 1951     MONUMENTED       CGS
 KL0096  HISTORY     - 1959     GOOD             DOD
 KL0096
 KL0096                          STATION DESCRIPTION
 KL0096
 KL0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0096'14.35 MI NE FROM MINTURN.
 KL0096'1.9 MILES NORTHWEST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE AT
 KL0096'MINTURN, THENCE 12.45 MILES EAST ALONG U.S. HIGHWAY 6, 105 FEET EAST
 KL0096'OF A HIGHWAY SLIDE AREA SIGN, 117 FEET NORTH OF THE NORTHWEST CORNER
 KL0096'OF THE ROCK HEADWALL OF AN 18 INCH PIPE CULVERT, 90 FEET NORTHEAST OF
 KL0096'THE CENTER LINE OF THE HIGHWAY, 69 FEET SOUTHEAST OF A TWIN 6 INCH
 KL0096'PINE TREE, SET IN THE TOP OF THE CENTER OF A LARGE GRANITE BOULDER,
 KL0096'0.8 FOOT ABOVE THE GROUND.  NOTE-- THE MARK IS 68 FEET NORTHEAST OF
 KL0096'THE CENTERLINE OF U.S. HIGHWAY 6 AND 0.9 FOOT LOWER, 95 FEET
 KL0096'EAST-SOUTHEAST OF A PINE TREE AND 4.6 FEET HIGHER.
 KL0096
 KL0096                          STATION RECOVERY (1959)
 KL0096
 KL0096'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0262 ***********************************************************************
 KL0262  DESIGNATION -  N 283
 KL0262  PID         -  KL0262
 KL0262  STATE/COUNTY-  CO/LAKE
 KL0262  USGS QUAD   -  HOMESTAKE RESERVOIR (1994)
 KL0262
 KL0262                         *CURRENT SURVEY CONTROL
 KL0262  ___________________________________________________________________
 KL0262* NAD 83(1986)-  39 15 04.     (N)    106 29 27.     (W)     SCALED    
 KL0262* NAVD 88     -      3634.428  (meters)   11923.95   (feet)  ADJUSTED  
 KL0262  ___________________________________________________________________
 KL0262  GEOID HEIGHT-         -12.88  (meters)                     GEOID03
 KL0262  DYNAMIC HT  -        3629.154 (meters)   11906.65  (feet)  COMP
 KL0262  MODELED GRAV-     979,042.9   (mgal)                       NAVD 88
 KL0262
 KL0262  VERT ORDER  -  SECOND    CLASS 0
 KL0262
 KL0262.The horizontal coordinates were scaled from a topographic map and have
 KL0262.an estimated accuracy of +/- 6 seconds.
 KL0262
 KL0262.The orthometric height was determined by differential leveling
 KL0262.and adjusted by the National Geodetic Survey in June 1991..
 KL0262
 KL0262.The geoid height was determined by GEOID03.
 KL0262
 KL0262.The dynamic height is computed by dividing the NAVD 88
 KL0262.geopotential number by the normal gravity value computed on the
 KL0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0262.degrees latitude (g = 980.6199 gals.).
 KL0262
 KL0262.The modeled gravity was interpolated from observed gravity values.
 KL0262
 KL0262;                    North         East    Units  Estimated Accuracy
 KL0262;SPC CO C     -   462,650.      828,880.      MT  (+/- 180 meters Scaled)
 KL0262
 KL0262                          SUPERSEDED SURVEY CONTROL
 KL0262
 KL0262  NGVD 29 (??/??/92) 3632.347  (m)        11917.13   (f) ADJ UNCH    2 0
 KL0262
 KL0262.Superseded values are not recommended for survey control.
 KL0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0262.See file dsdata.txt to determine how the superseded data were derived.
 KL0262
 KL0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD713457(NAD 83)
 KL0262_MARKER: DB = BENCH MARK DISK
 KL0262_SETTING: 80 = SET IN A BOULDER
 KL0262_SP_SET: BOULDER
 KL0262_STAMPING: N 283 1951
 KL0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0262+STABILITY: SURFACE MOTION
 KL0262
 KL0262  HISTORY     - Date     Condition        Report By
 KL0262  HISTORY     - 1951     MONUMENTED       CGS
 KL0262  HISTORY     - 1959     GOOD             DOD
 KL0262
 KL0262                          STATION DESCRIPTION
 KL0262
 KL0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0262'12.4 MI SW FROM LEADVILLE.
 KL0262'0.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE AT
 KL0262'LEADVILLE, THENCE 11.4 MILES SOUTHWEST ALONG STATE HIGHWAY 104 TO THE
 KL0262'SOUTHEAST ENTRANCE TO THE CARLTON TUNNEL, THENCE 0.9 MILE NORTHWEST
 KL0262'ALONG A TELEPHONE LINE TO THE TOP OF THE DIVIDE, 0.3 MILE SOUTHEAST OF
 KL0262'THE NORTHWEST END OF THE ABANDONED TUNNEL, 110 FEET NORTHWEST OF THE
 KL0262'TOP OF THE DIVIDE, 12 FEET SOUTH OF AN ABANDONED TELEPHONE LINE, SET
 KL0262'IN THE TOP OF THE CENTER OF A 5X10 FOOT GRANITE BOULDER.
 KL0262
 KL0262                          STATION RECOVERY (1959)
 KL0262
 KL0262'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1959
 KL0262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0173 ***********************************************************************
 KL0173  DESIGNATION -  N 284
 KL0173  PID         -  KL0173
 KL0173  STATE/COUNTY-  CO/LAKE
 KL0173  USGS QUAD   -  LEADVILLE NORTH (1994)
 KL0173
 KL0173                         *CURRENT SURVEY CONTROL
 KL0173  ___________________________________________________________________
 KL0173* NAD 83(1986)-  39 17 06.     (N)    106 16 49.     (W)     SCALED    
 KL0173* NAVD 88     -      3048.106  (meters)   10000.33   (feet)  ADJUSTED  
 KL0173  ___________________________________________________________________
 KL0173  GEOID HEIGHT-         -12.90  (meters)                     GEOID03
 KL0173  DYNAMIC HT  -        3044.039 (meters)    9986.98  (feet)  COMP
 KL0173  MODELED GRAV-     979,182.1   (mgal)                       NAVD 88
 KL0173
 KL0173  VERT ORDER  -  FIRST     CLASS II
 KL0173
 KL0173.The horizontal coordinates were scaled from a topographic map and have
 KL0173.an estimated accuracy of +/- 6 seconds.
 KL0173
 KL0173.The orthometric height was determined by differential leveling
 KL0173.and adjusted by the National Geodetic Survey in June 1991..
 KL0173
 KL0173.The geoid height was determined by GEOID03.
 KL0173
 KL0173.The dynamic height is computed by dividing the NAVD 88
 KL0173.geopotential number by the normal gravity value computed on the
 KL0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0173.degrees latitude (g = 980.6199 gals.).
 KL0173
 KL0173.The modeled gravity was interpolated from observed gravity values.
 KL0173
 KL0173;                    North         East    Units  Estimated Accuracy
 KL0173;SPC CO C     -   466,240.      847,090.      MT  (+/- 180 meters Scaled)
 KL0173
 KL0173                          SUPERSEDED SURVEY CONTROL
 KL0173
 KL0173  NGVD 29 (??/??/92) 3046.292  (m)         9994.38   (f) ADJ UNCH    1 2
 KL0173
 KL0173.Superseded values are not recommended for survey control.
 KL0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0173.See file dsdata.txt to determine how the superseded data were derived.
 KL0173
 KL0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD895491(NAD 83)
 KL0173_MARKER: DB = BENCH MARK DISK
 KL0173_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KL0173_SP_SET: BRIDGE
 KL0173_STAMPING: N 284 1951
 KL0173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KL0173
 KL0173  HISTORY     - Date     Condition        Report By
 KL0173  HISTORY     - 1951     MONUMENTED       CGS
 KL0173  HISTORY     - 1959     GOOD             NGS
 KL0173
 KL0173                          STATION DESCRIPTION
 KL0173
 KL0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0173'2.6 MI NE FROM LEADVILLE.
 KL0173'1.0 MILE NORTHEAST ALONG U.S. HIGHWAY 24 FROM THE POST OFFICE AT
 KL0173'LEADVILLE, THENCE 1.6 MILES NORTHEAST ALONG STATE HIGHWAY 91, 75 YARDS
 KL0173'SOUTH OF THE CENTER LINE OF A DRIVEWAY WHICH LEADS WEST TO A
 KL0173'FARMHOUSE, 10 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 KL0173'TOP OF THE WEST GUARD RAIL OF A 30 FOOT CONCRETE BRIDGE OVER THE EAST
 KL0173'FORK OF THE ARKANSAS RIVER, 4.5 FEET NORTH OF THE SOUTH END OF THE
 KL0173'GUARD RAIL.
 KL0173
 KL0173                          STATION RECOVERY (1959)
 KL0173
 KL0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KL0173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0069 ***********************************************************************
 JL0069  DESIGNATION -  N 285
 JL0069  PID         -  JL0069
 JL0069  STATE/COUNTY-  CO/CHAFFEE
 JL0069  USGS QUAD   -  SALIDA WEST (1994)
 JL0069
 JL0069                         *CURRENT SURVEY CONTROL
 JL0069  ___________________________________________________________________
 JL0069* NAD 83(1986)-  38 31 06.     (N)    106 03 42.     (W)     SCALED    
 JL0069* NAVD 88     -      2262.189  (meters)    7421.87   (feet)  ADJUSTED  
 JL0069  ___________________________________________________________________
 JL0069  GEOID HEIGHT-         -14.62  (meters)                     GEOID03
 JL0069  DYNAMIC HT  -        2259.372 (meters)    7412.62  (feet)  COMP
 JL0069  MODELED GRAV-     979,302.8   (mgal)                       NAVD 88
 JL0069
 JL0069  VERT ORDER  -  FIRST     CLASS II
 JL0069
 JL0069.The horizontal coordinates were scaled from a topographic map and have
 JL0069.an estimated accuracy of +/- 6 seconds.
 JL0069
 JL0069.The orthometric height was determined by differential leveling
 JL0069.and adjusted by the National Geodetic Survey in June 1991..
 JL0069
 JL0069.The geoid height was determined by GEOID03.
 JL0069
 JL0069.The dynamic height is computed by dividing the NAVD 88
 JL0069.geopotential number by the normal gravity value computed on the
 JL0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0069.degrees latitude (g = 980.6199 gals.).
 JL0069
 JL0069.The modeled gravity was interpolated from observed gravity values.
 JL0069
 JL0069;                    North         East    Units  Estimated Accuracy
 JL0069;SPC CO C     -   380,990.      865,420.      MT  (+/- 180 meters Scaled)
 JL0069
 JL0069                          SUPERSEDED SURVEY CONTROL
 JL0069
 JL0069  NGVD 29 (??/??/92) 2260.674  (m)         7416.89   (f) ADJ UNCH    1 2
 JL0069
 JL0069.Superseded values are not recommended for survey control.
 JL0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0069.See file dsdata.txt to determine how the superseded data were derived.
 JL0069
 JL0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC074638(NAD 83)
 JL0069_MARKER: DB = BENCH MARK DISK
 JL0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JL0069_SP_SET: CONCRETE POST
 JL0069_STAMPING: N 285 1951
 JL0069_MARK LOGO: CGS   
 JL0069_PROJECTION: FLUSH
 JL0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JL0069+STABILITY: SURFACE MOTION
 JL0069
 JL0069  HISTORY     - Date     Condition        Report By
 JL0069  HISTORY     - 1951     MONUMENTED       CGS
 JL0069  HISTORY     - 1955     MARK NOT FOUND   USGS
 JL0069  HISTORY     - 1984     GOOD             NGS
 JL0069
 JL0069                          STATION DESCRIPTION
 JL0069
 JL0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JL0069'4.4 MI SW FROM SALIDA.
 JL0069'4.3 MILES SOUTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0069'FROM THE STATION AT SALIDA, THENCE 0.1 MILE NORTHEAST ALONG A GRAVELED
 JL0069'ROAD LEADING TO THE SALIDA AIRPORT, AT A JUNCTION WITH A GRAVELED ROAD
 JL0069'LEADING SOUTHWEST AND AN EAST AND WEST GRAVELED ROAD, 81 FEET SOUTH OF
 JL0069'THE SOUTHWEST CORNER OF THE EAST HANGAR, AT THE SOUTHEAST CORNER OF
 JL0069'THE AIRPORT, 127 FEET WEST OF THE CENTER OF THE ROAD JUNCTION, 21 FEET
 JL0069'NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 1 FOOT NORTH OF A
 JL0069'FENCE, 3 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 JL0069'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND. NOTE-- BELIEVED TO HAVE
 JL0069'BEEN DESTROYED BY ROAD GRADER.
 JL0069
 JL0069                          STATION RECOVERY (1955)
 JL0069
 JL0069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 JL0069'MARK NOT FOUND.
 JL0069
 JL0069                          STATION RECOVERY (1984)
 JL0069
 JL0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JL0069'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.2 KM
 JL0069'(0.75 MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS SOUTH JUNCTION OF
 JL0069'U.S. HIGHWAY 285 IN PONCHA SPRINGS, THENCE 0.2 KM (0.1 MI) NORTHEAST
 JL0069'ALONG COUNTY ROAD 127, 38.7 M (127.0 FT) WEST OF THE EXTENDED CENTER
 JL0069'OF THE ROAD, 8.8 M (28.9 FT) NORTH OF THE CENTERLINE OF COUNTY ROAD
 JL0069'120, AND 4.9 M (16.1 FT) WEST OF A FENCE CORNER.
 JL0069'THE MARK IS 0.6 METERS  N FROM  A WITHNESS POST AND FENC
 JL0069'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0700 ***********************************************************************
 JK0700  DESIGNATION -  N 286
 JK0700  PID         -  JK0700
 JK0700  STATE/COUNTY-  CO/FREMONT
 JK0700  USGS QUAD   -  BLACK MOUNTAIN (1994)
 JK0700
 JK0700                         *CURRENT SURVEY CONTROL
 JK0700  ___________________________________________________________________
 JK0700* NAD 83(1986)-  38 39 25.     (N)    105 38 58.     (W)     SCALED    
 JK0700* NAVD 88     -      2724.447  (meters)    8938.46   (feet)  ADJUSTED  
 JK0700  ___________________________________________________________________
 JK0700  GEOID HEIGHT-         -14.30  (meters)                     GEOID03
 JK0700  DYNAMIC HT  -        2720.980 (meters)    8927.08  (feet)  COMP
 JK0700  MODELED GRAV-     979,256.7   (mgal)                       NAVD 88
 JK0700
 JK0700  VERT ORDER  -  SECOND    CLASS 0
 JK0700
 JK0700.The horizontal coordinates were scaled from a topographic map and have
 JK0700.an estimated accuracy of +/- 6 seconds.
 JK0700
 JK0700.The orthometric height was determined by differential leveling
 JK0700.and adjusted by the National Geodetic Survey in June 1991..
 JK0700
 JK0700.The geoid height was determined by GEOID03.
 JK0700
 JK0700.The dynamic height is computed by dividing the NAVD 88
 JK0700.geopotential number by the normal gravity value computed on the
 JK0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0700.degrees latitude (g = 980.6199 gals.).
 JK0700
 JK0700.The modeled gravity was interpolated from observed gravity values.
 JK0700
 JK0700;                    North         East    Units  Estimated Accuracy
 JK0700;SPC CO C     -   396,240.      901,390.      MT  (+/- 180 meters Scaled)
 JK0700
 JK0700                          SUPERSEDED SURVEY CONTROL
 JK0700
 JK0700  NGVD 29 (??/??/92) 2722.941  (m)         8933.52   (f) ADJ UNCH    2 0
 JK0700
 JK0700.Superseded values are not recommended for survey control.
 JK0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0700.See file dsdata.txt to determine how the superseded data were derived.
 JK0700
 JK0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC434789(NAD 83)
 JK0700_MARKER: DB = BENCH MARK DISK
 JK0700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0700_STAMPING: N 286 1951
 JK0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0700+STABILITY: SURFACE MOTION
 JK0700
 JK0700  HISTORY     - Date     Condition        Report By
 JK0700  HISTORY     - 1951     MONUMENTED       CGS
 JK0700
 JK0700                          STATION DESCRIPTION
 JK0700
 JK0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0700'14.4 MI SW FROM GUFFEY.
 JK0700'1.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE
 JK0700'AT GUFFEY, THENCE 1.6 MILES NORTHWEST ALONG STATE HIGHWAY 9,
 JK0700'THENCE 11.4 MILES SOUTHWEST ALONG A GRAVELED ROAD, 225 FEET
 JK0700'NORTH OF THE CENTER OF A JUNCTION WITH THE UTE TRAIL, 76 FEET
 JK0700'EAST OF THE CENTER LINE OF THE GRAVELED ROAD, 4 FEET WEST OF
 JK0700'A FENCE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 JK0700'CONCRETE POST WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0752 ***********************************************************************
 JK0752  DESIGNATION -  N 287
 JK0752  PID         -  JK0752
 JK0752  STATE/COUNTY-  CO/PARK
 JK0752  USGS QUAD   -  COVER MOUNTAIN (1983)
 JK0752
 JK0752                         *CURRENT SURVEY CONTROL
 JK0752  ___________________________________________________________________
 JK0752* NAD 83(1986)-  38 41 56.     (N)    105 29 58.     (W)     SCALED    
 JK0752* NAVD 88     -      2580.168  (meters)    8465.10   (feet)  ADJUSTED  
 JK0752  ___________________________________________________________________
 JK0752  GEOID HEIGHT-         -14.36  (meters)                     GEOID03
 JK0752  DYNAMIC HT  -        2576.999 (meters)    8454.70  (feet)  COMP
 JK0752  MODELED GRAV-     979,306.1   (mgal)                       NAVD 88
 JK0752
 JK0752  VERT ORDER  -  SECOND    CLASS 0
 JK0752
 JK0752.The horizontal coordinates were scaled from a topographic map and have
 JK0752.an estimated accuracy of +/- 6 seconds.
 JK0752
 JK0752.The orthometric height was determined by differential leveling
 JK0752.and adjusted by the National Geodetic Survey in June 1991..
 JK0752
 JK0752.The geoid height was determined by GEOID03.
 JK0752
 JK0752.The dynamic height is computed by dividing the NAVD 88
 JK0752.geopotential number by the normal gravity value computed on the
 JK0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0752.degrees latitude (g = 980.6199 gals.).
 JK0752
 JK0752.The modeled gravity was interpolated from observed gravity values.
 JK0752
 JK0752;                    North         East    Units  Estimated Accuracy
 JK0752;SPC CO C     -   400,880.      914,450.      MT  (+/- 180 meters Scaled)
 JK0752
 JK0752                          SUPERSEDED SURVEY CONTROL
 JK0752
 JK0752  NGVD 29 (??/??/92) 2578.776  (m)         8460.53   (f) ADJ UNCH    2 0
 JK0752
 JK0752.Superseded values are not recommended for survey control.
 JK0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0752.See file dsdata.txt to determine how the superseded data were derived.
 JK0752
 JK0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC565834(NAD 83)
 JK0752_MARKER: DB = BENCH MARK DISK
 JK0752_SETTING: 80 = SET IN A BOULDER
 JK0752_SP_SET: BOULDER
 JK0752_STAMPING: N 287 1951
 JK0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0752+STABILITY: SURFACE MOTION
 JK0752
 JK0752  HISTORY     - Date     Condition        Report By
 JK0752  HISTORY     - 1951     MONUMENTED       CGS
 JK0752
 JK0752                          STATION DESCRIPTION
 JK0752
 JK0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0752'4.4 MI SE FROM GUFFEY.
 JK0752'1.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 JK0752'GUFFEY, THENCE 3.05 MILES SOUTHEAST ALONG STATE HIGHWAY 9, 0.05
 JK0752'MILE NORTHWEST OF A CATTLE GUARD, 85 FEET NORTHEAST OF THE CENTER
 JK0752'LINE OF THE HIGHWAY, 55 FEET NORTHEAST OF A TELEPHONE POLE, 12 FEET
 JK0752'NORTH OF A LONE 20 INCH PINE TREE, 20 FEET ABOVE THE LEVEL OF THE
 JK0752'HIGHWAY, 2 FEET ABOVE THE GROUND, SET IN THE TOP OF THE CENTER OF
 JK0752'A 3X8 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0741 ***********************************************************************
 JK0741  DESIGNATION -  N 288
 JK0741  PID         -  JK0741
 JK0741  STATE/COUNTY-  CO/PARK
 JK0741  USGS QUAD   -  THIRTYNINE MILE MOUNTAIN (1984)
 JK0741
 JK0741                         *CURRENT SURVEY CONTROL
 JK0741  ___________________________________________________________________
 JK0741* NAD 83(1986)-  38 47 00.     (N)    105 34 36.     (W)     SCALED    
 JK0741* NAVD 88     -      2712.483  (meters)    8899.20   (feet)  ADJUSTED  
 JK0741  ___________________________________________________________________
 JK0741  GEOID HEIGHT-         -14.01  (meters)                     GEOID03
 JK0741  DYNAMIC HT  -        2709.090 (meters)    8888.07  (feet)  COMP
 JK0741  MODELED GRAV-     979,278.3   (mgal)                       NAVD 88
 JK0741
 JK0741  VERT ORDER  -  SECOND    CLASS 0
 JK0741
 JK0741.The horizontal coordinates were scaled from a topographic map and have
 JK0741.an estimated accuracy of +/- 6 seconds.
 JK0741
 JK0741.The orthometric height was determined by differential leveling
 JK0741.and adjusted by the National Geodetic Survey in June 1991..
 JK0741
 JK0741.The geoid height was determined by GEOID03.
 JK0741
 JK0741.The dynamic height is computed by dividing the NAVD 88
 JK0741.geopotential number by the normal gravity value computed on the
 JK0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0741.degrees latitude (g = 980.6199 gals.).
 JK0741
 JK0741.The modeled gravity was interpolated from observed gravity values.
 JK0741
 JK0741;                    North         East    Units  Estimated Accuracy
 JK0741;SPC CO C     -   410,260.      907,740.      MT  (+/- 180 meters Scaled)
 JK0741
 JK0741                          SUPERSEDED SURVEY CONTROL
 JK0741
 JK0741  NGVD 29 (??/??/92) 2711.019  (m)         8894.40   (f) ADJ UNCH    2 0
 JK0741
 JK0741.Superseded values are not recommended for survey control.
 JK0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0741.See file dsdata.txt to determine how the superseded data were derived.
 JK0741
 JK0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC499928(NAD 83)
 JK0741_MARKER: DB = BENCH MARK DISK
 JK0741_SETTING: 80 = SET IN A BOULDER
 JK0741_SP_SET: BOULDER
 JK0741_STAMPING: N 288 1951
 JK0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0741+STABILITY: SURFACE MOTION
 JK0741
 JK0741  HISTORY     - Date     Condition        Report By
 JK0741  HISTORY     - 1951     MONUMENTED       CGS
 JK0741
 JK0741                          STATION DESCRIPTION
 JK0741
 JK0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0741'6 MI NW FROM GUFFEY.
 JK0741'1.4 MILES SOUTH ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 JK0741'GUFFEY, THENCE 4.55 MILES NORTHWEST ALONG STATE HIGHWAY 9, 0.1 MILE
 JK0741'EAST OF A SMALL WOODEN BRIDGE AND A PRIVATE ROAD LEADING NORTH TO
 JK0741'A RANCH HOUSE, 225 FEET SOUTHWEST OF THE CENTER OF A WIRE GATE, 175
 JK0741'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 115 FEET SOUTH OF A
 JK0741'FENCE, 12 FEET SOUTHWEST OF A 12 INCH PINE TREE, 12 FEET ABOVE THE
 JK0741'LEVEL OF THE HIGHWAY, 1 FOOT ABOVE THE GROUND, SET IN THE TOP OF
 JK0741'THE CENTER OF A LARGE GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0720 ***********************************************************************
 JK0720  DESIGNATION -  N 289
 JK0720  PID         -  JK0720
 JK0720  STATE/COUNTY-  CO/PARK
 JK0720  USGS QUAD   -  GUFFEY NW (1956)
 JK0720
 JK0720                         *CURRENT SURVEY CONTROL
 JK0720  ___________________________________________________________________
 JK0720* NAD 83(1986)-  38 59 04.     (N)    105 44 37.     (W)     SCALED    
 JK0720* NAVD 88     -      2731.784  (meters)    8962.53   (feet)  ADJUSTED  
 JK0720  ___________________________________________________________________
 JK0720  GEOID HEIGHT-         -13.80  (meters)                     GEOID03
 JK0720  DYNAMIC HT  -        2728.353 (meters)    8951.27  (feet)  COMP
 JK0720  MODELED GRAV-     979,272.4   (mgal)                       NAVD 88
 JK0720
 JK0720  VERT ORDER  -  SECOND    CLASS 0
 JK0720
 JK0720.The horizontal coordinates were scaled from a topographic map and have
 JK0720.an estimated accuracy of +/- 6 seconds.
 JK0720
 JK0720.The orthometric height was determined by differential leveling
 JK0720.and adjusted by the National Geodetic Survey in June 1991..
 JK0720
 JK0720.The geoid height was determined by GEOID03.
 JK0720
 JK0720.The dynamic height is computed by dividing the NAVD 88
 JK0720.geopotential number by the normal gravity value computed on the
 JK0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0720.degrees latitude (g = 980.6199 gals.).
 JK0720
 JK0720.The modeled gravity was interpolated from observed gravity values.
 JK0720
 JK0720;                    North         East    Units  Estimated Accuracy
 JK0720;SPC CO C     -   432,610.      893,300.      MT  (+/- 180 meters Scaled)
 JK0720
 JK0720                          SUPERSEDED SURVEY CONTROL
 JK0720
 JK0720  NGVD 29 (??/??/92) 2730.248  (m)         8957.49   (f) ADJ UNCH    2 0
 JK0720
 JK0720.Superseded values are not recommended for survey control.
 JK0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0720.See file dsdata.txt to determine how the superseded data were derived.
 JK0720
 JK0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD355153(NAD 83)
 JK0720_MARKER: DB = BENCH MARK DISK
 JK0720_SETTING: 80 = SET IN A BOULDER
 JK0720_SP_SET: BOULDER
 JK0720_STAMPING: N 289 1951
 JK0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0720+STABILITY: SURFACE MOTION
 JK0720
 JK0720  HISTORY     - Date     Condition        Report By
 JK0720  HISTORY     - 1951     MONUMENTED       CGS
 JK0720
 JK0720                          STATION DESCRIPTION
 JK0720
 JK0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0720'3.8 MI SE FROM HARTSEL.
 JK0720'3.85 MILES SOUTHEAST ALONG STATE HIGHWAY 9 FROM ITS JUNCTION WITH
 JK0720'U.S. HIGHWAY 24 AT HARTSEL, 0.6 MILE NORTHEAST OF A CATTLE GUARD,
 JK0720'225 FEET NORTHWEST OF THE CENTER OF A JUNCTION WITH A TRACK ROAD
 JK0720'LEADING SOUTHEAST, 200 FEET EAST OF THE EAST END OF A SNOW FENCE,
 JK0720'110 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET ABOVE
 JK0720'THE GROUND, SET IN THE TOP OF THE CENTER OF A 2X2 FOOT GRANITE
 JK0720'BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0400 ***********************************************************************
 KL0400  DESIGNATION -  N 29
 KL0400  PID         -  KL0400
 KL0400  STATE/COUNTY-  CO/ROUTT
 KL0400  USGS QUAD   -  MC COY (1972)
 KL0400
 KL0400                         *CURRENT SURVEY CONTROL
 KL0400  ___________________________________________________________________
 KL0400* NAD 83(1986)-  39 55 37.     (N)    106 42 37.     (W)     SCALED    
 KL0400* NAVD 88     -      2208.882  (meters)    7246.97   (feet)  ADJUSTED  
 KL0400  ___________________________________________________________________
 KL0400  GEOID HEIGHT-         -13.01  (meters)                     GEOID03
 KL0400  DYNAMIC HT  -        2206.508 (meters)    7239.19  (feet)  COMP
 KL0400  MODELED GRAV-     979,472.2   (mgal)                       NAVD 88
 KL0400
 KL0400  VERT ORDER  -  FIRST     CLASS II
 KL0400
 KL0400.The horizontal coordinates were scaled from a topographic map and have
 KL0400.an estimated accuracy of +/- 6 seconds.
 KL0400
 KL0400.The orthometric height was determined by differential leveling
 KL0400.and adjusted by the National Geodetic Survey in June 1991..
 KL0400
 KL0400.The geoid height was determined by GEOID03.
 KL0400
 KL0400.The dynamic height is computed by dividing the NAVD 88
 KL0400.geopotential number by the normal gravity value computed on the
 KL0400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0400.degrees latitude (g = 980.6199 gals.).
 KL0400
 KL0400.The modeled gravity was interpolated from observed gravity values.
 KL0400
 KL0400;                    North         East    Units  Estimated Accuracy
 KL0400;SPC CO N     -   371,420.      810,950.      MT  (+/- 180 meters Scaled)
 KL0400
 KL0400                          SUPERSEDED SURVEY CONTROL
 KL0400
 KL0400  NGVD 29 (??/??/92) 2207.522  (m)         7242.51   (f) ADJ UNCH    1 2
 KL0400
 KL0400.Superseded values are not recommended for survey control.
 KL0400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0400.See file dsdata.txt to determine how the superseded data were derived.
 KL0400
 KL0400_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCE538210(NAD 83)
 KL0400_MARKER: DB = BENCH MARK DISK
 KL0400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0400_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0400+STABILITY: SURFACE MOTION
 KL0400
 KL0400  HISTORY     - Date     Condition        Report By
 KL0400  HISTORY     - UNK      MONUMENTED       CGS
 KL0400  HISTORY     - 1933     GOOD             NGS
 KL0400
 KL0400                          STATION DESCRIPTION
 KL0400
 KL0400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 KL0400'0.78 MI N FROM MCCOY.
 KL0400'ON RIGHT OF WAY OF DENVER AND SALT LAKE RAILWAY AT CROSSING OF
 KL0400'MCCOY-VOLCANO ROAD. 78 MILE FROM STATION IN MCCOY. IT IS 6 TELEPHONE
 KL0400'POLES NORTH OF MILE POST 135.  23.6 FT. SOUTH OF SOUTH RAIL OF TRACK.
 KL0400'36.5 FT. WEST OF CENTER OF ROAD.  3.8 FT. NORTH OF RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0412 ***********************************************************************
 JK0412  DESIGNATION -  N 290
 JK0412  PID         -  JK0412
 JK0412  STATE/COUNTY-  CO/TELLER
 JK0412  USGS QUAD   -  CRIPPLE CREEK NORTH (1994)
 JK0412
 JK0412                         *CURRENT SURVEY CONTROL
 JK0412  ___________________________________________________________________
 JK0412* NAD 83(1986)-  38 45 14.     (N)    105 11 45.     (W)     SCALED    
 JK0412* NAVD 88     -      2916.388  (meters)    9568.18   (feet)  ADJUSTED  
 JK0412  ___________________________________________________________________
 JK0412  GEOID HEIGHT-         -14.60  (meters)                     GEOID03
 JK0412  DYNAMIC HT  -        2912.744 (meters)    9556.23  (feet)  COMP
 JK0412  MODELED GRAV-     979,271.0   (mgal)                       NAVD 88
 JK0412
 JK0412  VERT ORDER  -  SECOND    CLASS 0
 JK0412
 JK0412.The horizontal coordinates were scaled from a topographic map and have
 JK0412.an estimated accuracy of +/- 6 seconds.
 JK0412
 JK0412.The orthometric height was determined by differential leveling
 JK0412.and adjusted by the National Geodetic Survey in June 1991..
 JK0412
 JK0412.The geoid height was determined by GEOID03.
 JK0412
 JK0412.The dynamic height is computed by dividing the NAVD 88
 JK0412.geopotential number by the normal gravity value computed on the
 JK0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0412.degrees latitude (g = 980.6199 gals.).
 JK0412
 JK0412.The modeled gravity was interpolated from observed gravity values.
 JK0412
 JK0412;                    North         East    Units  Estimated Accuracy
 JK0412;SPC CO C     -   407,030.      940,840.      MT  (+/- 180 meters Scaled)
 JK0412
 JK0412                          SUPERSEDED SURVEY CONTROL
 JK0412
 JK0412  NGVD 29 (??/??/92) 2915.009  (m)         9563.66   (f) ADJ UNCH    2 0
 JK0412
 JK0412.Superseded values are not recommended for survey control.
 JK0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0412.See file dsdata.txt to determine how the superseded data were derived.
 JK0412
 JK0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC829894(NAD 83)
 JK0412_MARKER: DB = BENCH MARK DISK
 JK0412_SETTING: 80 = SET IN A BOULDER
 JK0412_SP_SET: BOULDER
 JK0412_STAMPING: N 290 1951
 JK0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0412+STABILITY: SURFACE MOTION
 JK0412
 JK0412  HISTORY     - Date     Condition        Report By
 JK0412  HISTORY     - 1951     MONUMENTED       CGS
 JK0412
 JK0412                          STATION DESCRIPTION
 JK0412
 JK0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0412'1 MI NW FROM CRIPPLE CREEK.
 JK0412'1.0 MILE NORTHWEST ALONG STATE HIGHWAY 143 FROM THE COURTHOUSE AT
 JK0412'CRIPPLE CREEK, 0.3 MILE NORTHEAST OF THE ENTRANCE TO A CEMETRY, 70
 JK0412'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 48 FEET WEST OF A
 JK0412'TELEPHONE POLE, 26 FEET SOUTHWEST OF A FENCE, 0.6 FOOT ABOVE THE
 JK0412'GROUND, SET IN THE TOP OF A 3X3 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0426 ***********************************************************************
 JK0426  DESIGNATION -  N 291
 JK0426  PID         -  JK0426
 JK0426  STATE/COUNTY-  CO/TELLER
 JK0426  USGS QUAD   -  BIG BULL MOUNTAIN (1994)
 JK0426
 JK0426                         *CURRENT SURVEY CONTROL
 JK0426  ___________________________________________________________________
 JK0426* NAD 83(1986)-  38 43 23.     (N)    105 02 30.     (W)     SCALED    
 JK0426* NAVD 88     -      2904.173  (meters)    9528.11   (feet)  ADJUSTED  
 JK0426  ___________________________________________________________________
 JK0426  GEOID HEIGHT-         -15.20  (meters)                     GEOID03
 JK0426  DYNAMIC HT  -        2900.535 (meters)    9516.17  (feet)  COMP
 JK0426  MODELED GRAV-     979,268.1   (mgal)                       NAVD 88
 JK0426
 JK0426  VERT ORDER  -  SECOND    CLASS 0
 JK0426
 JK0426.The horizontal coordinates were scaled from a topographic map and have
 JK0426.an estimated accuracy of +/- 6 seconds.
 JK0426
 JK0426.The orthometric height was determined by differential leveling
 JK0426.and adjusted by the National Geodetic Survey in June 1991..
 JK0426
 JK0426.The geoid height was determined by GEOID03.
 JK0426
 JK0426.The dynamic height is computed by dividing the NAVD 88
 JK0426.geopotential number by the normal gravity value computed on the
 JK0426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0426.degrees latitude (g = 980.6199 gals.).
 JK0426
 JK0426.The modeled gravity was interpolated from observed gravity values.
 JK0426
 JK0426;                    North         East    Units  Estimated Accuracy
 JK0426;SPC CO C     -   403,670.      954,260.      MT  (+/- 180 meters Scaled)
 JK0426
 JK0426                          SUPERSEDED SURVEY CONTROL
 JK0426
 JK0426  NGVD 29 (??/??/92) 2902.800  (m)         9523.60   (f) ADJ UNCH    2 0
 JK0426
 JK0426.Superseded values are not recommended for survey control.
 JK0426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0426.See file dsdata.txt to determine how the superseded data were derived.
 JK0426
 JK0426_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC963860(NAD 83)
 JK0426_MARKER: DB = BENCH MARK DISK
 JK0426_SETTING: 80 = SET IN A BOULDER
 JK0426_SP_SET: BOULDER
 JK0426_STAMPING: N 291 1951
 JK0426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0426+STABILITY: SURFACE MOTION
 JK0426
 JK0426  HISTORY     - Date     Condition        Report By
 JK0426  HISTORY     - 1951     MONUMENTED       CGS
 JK0426  HISTORY     - 1954     GOOD             NGS
 JK0426
 JK0426                          STATION DESCRIPTION
 JK0426
 JK0426'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 JK0426'11 MI E FROM CRIPPLE CREEK.
 JK0426'1.9 MILES NORTH ALONG STATE HIGHWAY 67 FROM THE COURTHOUSE
 JK0426'AT CRIPPLE CREEK, THENCE 9.1 MILES EAST ALONG STATE HIGHWAY 336,
 JK0426'50 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 24 FEET SOUTH
 JK0426'OF A FENCE, 10 FEET BELOW THE LEVEL OF THE HIGHWAY, 3 FEET
 JK0426'ABOVE THE GROUND, SET IN THE TOP OF A 3X4 FOOT GRANITE BOULDER
 JK0426
 JK0426                          STATION RECOVERY (1954)
 JK0426
 JK0426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 JK0426'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0783 ***********************************************************************
 JK0783  DESIGNATION -  N 292
 JK0783  PID         -  JK0783
 JK0783  STATE/COUNTY-  CO/EL PASO
 JK0783  USGS QUAD   -  MOUNT BIG CHIEF (1994)
 JK0783
 JK0783                         *CURRENT SURVEY CONTROL
 JK0783  ___________________________________________________________________
 JK0783* NAD 83(1986)-  38 44 09.     (N)    104 54 20.     (W)     SCALED    
 JK0783* NAVD 88     -      2723.737  (meters)    8936.13   (feet)  ADJUSTED  
 JK0783  ___________________________________________________________________
 JK0783  GEOID HEIGHT-         -16.20  (meters)                     GEOID03
 JK0783  DYNAMIC HT  -        2720.403 (meters)    8925.19  (feet)  COMP
 JK0783  MODELED GRAV-     979,303.9   (mgal)                       NAVD 88
 JK0783
 JK0783  VERT ORDER  -  SECOND    CLASS 0
 JK0783
 JK0783.The horizontal coordinates were scaled from a topographic map and have
 JK0783.an estimated accuracy of +/- 6 seconds.
 JK0783
 JK0783.The orthometric height was determined by differential leveling
 JK0783.and adjusted by the National Geodetic Survey in June 1991..
 JK0783
 JK0783.The geoid height was determined by GEOID03.
 JK0783
 JK0783.The dynamic height is computed by dividing the NAVD 88
 JK0783.geopotential number by the normal gravity value computed on the
 JK0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0783.degrees latitude (g = 980.6199 gals.).
 JK0783
 JK0783.The modeled gravity was interpolated from observed gravity values.
 JK0783
 JK0783;                    North         East    Units  Estimated Accuracy
 JK0783;SPC CO C     -   405,150.      966,090.      MT  (+/- 180 meters Scaled)
 JK0783
 JK0783                          SUPERSEDED SURVEY CONTROL
 JK0783
 JK0783  NGVD 29 (??/??/92) 2722.427  (m)         8931.83   (f) ADJ UNCH    2 0
 JK0783
 JK0783.Superseded values are not recommended for survey control.
 JK0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0783.See file dsdata.txt to determine how the superseded data were derived.
 JK0783
 JK0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC082874(NAD 83)
 JK0783_MARKER: DB = BENCH MARK DISK
 JK0783_SETTING: 80 = SET IN A BOULDER
 JK0783_SP_SET: BOULDER
 JK0783_STAMPING: N 292 1951
 JK0783_MARK LOGO: CGS   
 JK0783_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0783+STABILITY: SURFACE MOTION
 JK0783
 JK0783  HISTORY     - Date     Condition        Report By
 JK0783  HISTORY     - 1951     MONUMENTED       CGS
 JK0783  HISTORY     - 19541118 GOOD             CGS
 JK0783
 JK0783                          STATION DESCRIPTION
 JK0783
 JK0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JK0783'2.6 MILES (4.2 KM) NORTHWEST ALONG US HIGHWAY 24 FROM THE POST OFFICE
 JK0783'IN COLORADO SPRINGS, THENCE 1.6 MILES (2.6 KM) SOUTHWEST ALONG STATE
 JK0783'HIGHWAY 336, THENCE 5.35 MILES (8.61 KM) SOUTHWEST ALONG A GRAVELED
 JK0783'ROAD, THENCE 7.9 MILES (12.7 KM) SOUTHWEST ALONG STATE HIGHWAY 336,
 JK0783'300 FEET (91.4 M) SOUTHWEST OF A CURVE IN THE HIGHWAY, 40 FEET
 JK0783'(12.2 M) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 8 FEET (2.4 M)
 JK0783'WEST OF A 10 INCH PINE TREE, FLUSH WITH THE THE GROUND, SET IN THE TOP
 JK0783'OF THE NORTHEAST END OF A 7 BY 10 FOOT (3.0 M) GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0799 ***********************************************************************
 KK0799  DESIGNATION -  N 293
 KK0799  PID         -  KK0799
 KK0799  STATE/COUNTY-  CO/TELLER
 KK0799  USGS QUAD   -  MOUNT DECEPTION (1984)
 KK0799
 KK0799                         *CURRENT SURVEY CONTROL
 KK0799  ___________________________________________________________________
 KK0799* NAD 83(1986)-  39 05 41.     (N)    105 03 16.     (W)     SCALED    
 KK0799* NAVD 88     -      2666.056  (meters)    8746.89   (feet)  ADJUSTED  
 KK0799  ___________________________________________________________________
 KK0799  GEOID HEIGHT-         -14.97  (meters)                     GEOID03
 KK0799  DYNAMIC HT  -        2662.931 (meters)    8736.63  (feet)  COMP
 KK0799  MODELED GRAV-     979,357.6   (mgal)                       NAVD 88
 KK0799
 KK0799  VERT ORDER  -  SECOND    CLASS 0
 KK0799
 KK0799.The horizontal coordinates were scaled from a topographic map and have
 KK0799.an estimated accuracy of +/- 6 seconds.
 KK0799
 KK0799.The orthometric height was determined by differential leveling
 KK0799.and adjusted by the National Geodetic Survey in June 1991..
 KK0799
 KK0799.The geoid height was determined by GEOID03.
 KK0799
 KK0799.The dynamic height is computed by dividing the NAVD 88
 KK0799.geopotential number by the normal gravity value computed on the
 KK0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0799.degrees latitude (g = 980.6199 gals.).
 KK0799
 KK0799.The modeled gravity was interpolated from observed gravity values.
 KK0799
 KK0799;                    North         East    Units  Estimated Accuracy
 KK0799;SPC CO C     -   444,920.      952,950.      MT  (+/- 180 meters Scaled)
 KK0799
 KK0799                          SUPERSEDED SURVEY CONTROL
 KK0799
 KK0799  NGVD 29 (??/??/92) 2664.773  (m)         8742.68   (f) ADJ UNCH    2 0
 KK0799
 KK0799.Superseded values are not recommended for survey control.
 KK0799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0799.See file dsdata.txt to determine how the superseded data were derived.
 KK0799
 KK0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD952272(NAD 83)
 KK0799_MARKER: DB = BENCH MARK DISK
 KK0799_SETTING: 66 = SET IN ROCK OUTCROP
 KK0799_SP_SET: OUTCROP
 KK0799_STAMPING: N 293 1952
 KK0799_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0799+STABILITY: POSITION/ELEVATION WELL
 KK0799
 KK0799  HISTORY     - Date     Condition        Report By
 KK0799  HISTORY     - 1952     MONUMENTED       CGS
 KK0799
 KK0799                          STATION DESCRIPTION
 KK0799
 KK0799'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0799'9.3 MI E FROM WEST CREEK.
 KK0799'0.3 MILE SOUTHEAST ALONG A WINDING GRAVELED ROAD FROM THE GRADE
 KK0799'SCHOOL AT WEST CREEK, THENCE 6.0 MILES SOUTHEAST ALONG STATE HIGHWAY
 KK0799'67, THENCE 3.0 MILES EAST ALONG A WINDING MOUNTAIN ROAD, 210 FEET
 KK0799'NORTHWEST OF THE CENTER OF A JUNCTION WITH A TRACK ROAD LEADING NORTH,
 KK0799'27 FEET WEST OF THE CENTER LINE OF THE MAIN ROAD, ON THE OUTSIDE OF
 KK0799'A CURVE IN THE ROAD, 5 FEET ABOVE THE LEVEL OF THE ROAD, FLUSH WITH
 KK0799'THE GROUND, SET IN THE TOP OF A GRANITE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0264 ***********************************************************************
 KK0264  DESIGNATION -  N 294
 KK0264  PID         -  KK0264
 KK0264  STATE/COUNTY-  CO/EL PASO
 KK0264  USGS QUAD   -  PALMER LAKE (1994)
 KK0264
 KK0264                         *CURRENT SURVEY CONTROL
 KK0264  ___________________________________________________________________
 KK0264* NAD 83(1986)-  39 04 07.     (N)    104 55 22.     (W)     SCALED    
 KK0264* NAVD 88     -      2408.883  (meters)    7903.14   (feet)  ADJUSTED  
 KK0264  ___________________________________________________________________
 KK0264  GEOID HEIGHT-         -15.80  (meters)                     GEOID03
 KK0264  DYNAMIC HT  -        2406.140 (meters)    7894.14  (feet)  COMP
 KK0264  MODELED GRAV-     979,401.1   (mgal)                       NAVD 88
 KK0264
 KK0264  VERT ORDER  -  SECOND    CLASS 0
 KK0264
 KK0264.The horizontal coordinates were scaled from a topographic map and have
 KK0264.an estimated accuracy of +/- 6 seconds.
 KK0264
 KK0264.The orthometric height was determined by differential leveling
 KK0264.and adjusted by the National Geodetic Survey in June 1991..
 KK0264
 KK0264.The geoid height was determined by GEOID03.
 KK0264
 KK0264.The dynamic height is computed by dividing the NAVD 88
 KK0264.geopotential number by the normal gravity value computed on the
 KK0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0264.degrees latitude (g = 980.6199 gals.).
 KK0264
 KK0264.The modeled gravity was interpolated from observed gravity values.
 KK0264
 KK0264;                    North         East    Units  Estimated Accuracy
 KK0264;SPC CO C     -   442,080.      964,350.      MT  (+/- 180 meters Scaled)
 KK0264
 KK0264                          SUPERSEDED SURVEY CONTROL
 KK0264
 KK0264  NGVD 29 (??/??/92) 2407.654  (m)         7899.11   (f) ADJ UNCH    2 0
 KK0264
 KK0264.Superseded values are not recommended for survey control.
 KK0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0264.See file dsdata.txt to determine how the superseded data were derived.
 KK0264
 KK0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED066243(NAD 83)
 KK0264_MARKER: DB = BENCH MARK DISK
 KK0264_SETTING: 80 = SET IN A BOULDER
 KK0264_STAMPING: N 294 1952
 KK0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0264+STABILITY: SURFACE MOTION
 KK0264
 KK0264  HISTORY     - Date     Condition        Report By
 KK0264  HISTORY     - 1952     MONUMENTED       CGS
 KK0264
 KK0264                          STATION DESCRIPTION
 KK0264
 KK0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0264'4.8 MI W FROM MONUMENT.
 KK0264'0.9 MILE SOUTHWEST ALONG A GRAVELED ROAD FROM THE GRADE SCHOOL AT
 KK0264'MONUMENT, THENCE 3.9 MILES WEST ALONG A GRAVELED ROAD, 63 FEET
 KK0264'SOUTH OF THE CENTER LINE OF THE ROAD, 4 FEET BELOW THE LEVEL OF
 KK0264'THE ROAD, 3 FEET ABOVE THE GROUND, SET IN THE TOP OF THE CENTER OF
 KK0264'A 4X4 FOOT BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0329 ***********************************************************************
 JK0329  DESIGNATION -  N 295
 JK0329  PID         -  JK0329
 JK0329  STATE/COUNTY-  CO/EL PASO
 JK0329  USGS QUAD   -  TIMBER MOUNTAIN (1994)
 JK0329
 JK0329                         *CURRENT SURVEY CONTROL
 JK0329  ___________________________________________________________________
 JK0329* NAD 83(1986)-  38 36 45.     (N)    104 52 19.     (W)     SCALED    
 JK0329* NAVD 88     -      1924.788  (meters)    6314.91   (feet)  ADJUSTED  
 JK0329  ___________________________________________________________________
 JK0329  GEOID HEIGHT-         -17.11  (meters)                     GEOID03
 JK0329  DYNAMIC HT  -        1922.657 (meters)    6307.92  (feet)  COMP
 JK0329  MODELED GRAV-     979,452.4   (mgal)                       NAVD 88
 JK0329
 JK0329  VERT ORDER  -  SECOND    CLASS 0
 JK0329
 JK0329.The horizontal coordinates were scaled from a topographic map and have
 JK0329.an estimated accuracy of +/- 6 seconds.
 JK0329
 JK0329.The orthometric height was determined by differential leveling
 JK0329.and adjusted by the National Geodetic Survey in June 1991..
 JK0329
 JK0329.The geoid height was determined by GEOID03.
 JK0329
 JK0329.The dynamic height is computed by dividing the NAVD 88
 JK0329.geopotential number by the normal gravity value computed on the
 JK0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0329.degrees latitude (g = 980.6199 gals.).
 JK0329
 JK0329.The modeled gravity was interpolated from observed gravity values.
 JK0329
 JK0329;                    North         East    Units  Estimated Accuracy
 JK0329;SPC CO C     -   391,480.      969,100.      MT  (+/- 180 meters Scaled)
 JK0329
 JK0329                          SUPERSEDED SURVEY CONTROL
 JK0329
 JK0329  NGVD 29 (??/??/92) 1923.736  (m)         6311.46   (f) ADJ UNCH    2 0
 JK0329
 JK0329.Superseded values are not recommended for survey control.
 JK0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0329.See file dsdata.txt to determine how the superseded data were derived.
 JK0329
 JK0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC111737(NAD 83)
 JK0329_MARKER: DB = BENCH MARK DISK
 JK0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0329_STAMPING: N 259 1952
 JK0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0329+STABILITY: SURFACE MOTION
 JK0329
 JK0329  HISTORY     - Date     Condition        Report By
 JK0329  HISTORY     - 1952     MONUMENTED       CGS
 JK0329  HISTORY     - 1970     GOOD             NGS
 JK0329  HISTORY     - 1970     GOOD             USE
 JK0329
 JK0329                          STATION DESCRIPTION
 JK0329
 JK0329'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 JK0329'18.2 MI S FROM COLORADO SPRINGS.
 JK0329'REVISED DESCRIPTION- 17.1 MI S ON NEVADA AVE. AND COLO HWY 115
 JK0329'FROM THE MAIN POST OFFICE IN COLORADO SPRINGS, TO THE HITCH RACK
 JK0329'STEAKHOUSE ON THE LEFT, THENCE 0.1 MILE TO A GRAVEL RD AND GATE ON
 JK0329'THE LEFT, TURN LEFT THROUGH GATE AND PROCEED SE 1.05 MI ON RTE 9 AND
 JK0329'STATION ON LEFT.  MARK IS 18 FT E OF A WIRE FENCE, 48 FT
 JK0329'E OF RTE 9 CENTERLINE, 150 FT SW OF CLUMP OF TREES, 450 FEET NNE
 JK0329'OF A DOUBLE 60-INCH CULVERT.  SET IN THE TOP OF A CONCRETE POST
 JK0329'WHICH PROJECTS 0.4 FT ABOVE GROUND.
 JK0329
 JK0329                          STATION RECOVERY (1970)
 JK0329
 JK0329'RECOVERY NOTE BY US ENGINEERS 1970
 JK0329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0228 ***********************************************************************
 LM0228  DESIGNATION -  N 296
 LM0228  PID         -  LM0228
 LM0228  STATE/COUNTY-  CO/GRAND
 LM0228  USGS QUAD   -  WHITELEY PEAK (1956)
 LM0228
 LM0228                         *CURRENT SURVEY CONTROL
 LM0228  ___________________________________________________________________
 LM0228* NAD 83(1986)-  40 16 20.     (N)    106 28 08.     (W)     SCALED    
 LM0228* NAVD 88     -      2359.041  (meters)    7739.62   (feet)  ADJUSTED  
 LM0228  ___________________________________________________________________
 LM0228  GEOID HEIGHT-         -12.29  (meters)                     GEOID03
 LM0228  DYNAMIC HT  -        2356.506 (meters)    7731.30  (feet)  COMP
 LM0228  MODELED GRAV-     979,466.1   (mgal)                       NAVD 88
 LM0228
 LM0228  VERT ORDER  -  SECOND    CLASS 0
 LM0228
 LM0228.The horizontal coordinates were scaled from a topographic map and have
 LM0228.an estimated accuracy of +/- 6 seconds.
 LM0228
 LM0228.The orthometric height was determined by differential leveling
 LM0228.and adjusted by the National Geodetic Survey in June 1991..
 LM0228
 LM0228.The geoid height was determined by GEOID03.
 LM0228
 LM0228.The dynamic height is computed by dividing the NAVD 88
 LM0228.geopotential number by the normal gravity value computed on the
 LM0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0228.degrees latitude (g = 980.6199 gals.).
 LM0228
 LM0228.The modeled gravity was interpolated from observed gravity values.
 LM0228
 LM0228;                    North         East    Units  Estimated Accuracy
 LM0228;SPC CO N     -   409,500.      832,000.      MT  (+/- 180 meters Scaled)
 LM0228
 LM0228                          SUPERSEDED SURVEY CONTROL
 LM0228
 LM0228  NGVD 29 (??/??/92) 2357.686  (m)         7735.17   (f) ADJ UNCH    2 0
 LM0228
 LM0228.Superseded values are not recommended for survey control.
 LM0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0228.See file dsdata.txt to determine how the superseded data were derived.
 LM0228
 LM0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE751590(NAD 83)
 LM0228_MARKER: DB = BENCH MARK DISK
 LM0228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0228_STAMPING: N 296 1951
 LM0228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0228+STABILITY: SURFACE MOTION
 LM0228
 LM0228  HISTORY     - Date     Condition        Report By
 LM0228  HISTORY     - 1951     MONUMENTED       CGS
 LM0228
 LM0228                          STATION DESCRIPTION
 LM0228
 LM0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LM0228'16.3 MI NW FROM KREMMLING.
 LM0228'16.3 MILES NORTHWEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LM0228'KREMMLING, AT THE MUDDY VALLEY SCHOOL, 115 FEET SOUTHWEST OF THE
 LM0228'CENTER LINE OF THE HIGHWAY, 38 FEET SOUTHWEST OF A FENCE, 2 FEET
 LM0228'SOUTHEAST OF THE EAST CORNER OF THE SCHOOLHOUSE, SET IN THE TOP OF A
 LM0228'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0062 ***********************************************************************
 KL0062  DESIGNATION -  N 297
 KL0062  PID         -  KL0062
 KL0062  STATE/COUNTY-  CO/SUMMIT
 KL0062  USGS QUAD   -  MOUNT POWELL (1987)
 KL0062
 KL0062                         *CURRENT SURVEY CONTROL
 KL0062  ___________________________________________________________________
 KL0062* NAD 83(1986)-  39 51 21.     (N)    106 16 36.     (W)     SCALED    
 KL0062* NAVD 88     -      2468.413  (meters)    8098.45   (feet)  ADJUSTED  
 KL0062  ___________________________________________________________________
 KL0062  GEOID HEIGHT-         -12.60  (meters)                     GEOID03
 KL0062  DYNAMIC HT  -        2465.591 (meters)    8089.19  (feet)  COMP
 KL0062  MODELED GRAV-     979,394.3   (mgal)                       NAVD 88
 KL0062
 KL0062  VERT ORDER  -  SECOND    CLASS 0
 KL0062
 KL0062.The horizontal coordinates were scaled from a topographic map and have
 KL0062.an estimated accuracy of +/- 6 seconds.
 KL0062
 KL0062.The orthometric height was determined by differential leveling
 KL0062.and adjusted by the National Geodetic Survey in June 1991..
 KL0062
 KL0062.The geoid height was determined by GEOID03.
 KL0062
 KL0062.The dynamic height is computed by dividing the NAVD 88
 KL0062.geopotential number by the normal gravity value computed on the
 KL0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0062.degrees latitude (g = 980.6199 gals.).
 KL0062
 KL0062.The modeled gravity was interpolated from observed gravity values.
 KL0062
 KL0062;                    North         East    Units  Estimated Accuracy
 KL0062;SPC CO C     -   529,610.      847,940.      MT  (+/- 180 meters Scaled)
 KL0062
 KL0062                          SUPERSEDED SURVEY CONTROL
 KL0062
 KL0062  NGVD 29 (??/??/92) 2466.976  (m)         8093.74   (f) ADJ UNCH    2 0
 KL0062
 KL0062.Superseded values are not recommended for survey control.
 KL0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0062.See file dsdata.txt to determine how the superseded data were derived.
 KL0062
 KL0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCE907125(NAD 83)
 KL0062_MARKER: DB = BENCH MARK DISK
 KL0062_SETTING: 80 = SET IN A BOULDER
 KL0062_SP_SET: BOULDER
 KL0062_STAMPING: N 297 1951
 KL0062_MARK LOGO: CGS   
 KL0062_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KL0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0062+STABILITY: SURFACE MOTION
 KL0062
 KL0062  HISTORY     - Date     Condition        Report By
 KL0062  HISTORY     - 1951     MONUMENTED       CGS
 KL0062  HISTORY     - 1977     GOOD             USGS
 KL0062  HISTORY     - 19930911 GOOD             CODOT
 KL0062
 KL0062                          STATION DESCRIPTION
 KL0062
 KL0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0062'19.1 MI SE FROM KREMMLING.
 KL0062'19.1 MILES SOUTHEAST ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 KL0062'KREMMLING, 2.0 MILES SOUTHEAST OF THE LAKESIDE SCHOOL AT HEENEY, AT
 KL0062'THE EAST END OF A CUT, 109 FEET WEST OF A CREEK, 47 FEET NORTH OF THE
 KL0062'CENTER LINE OF THE HIGHWAY, 5 FEET SOUTH OF A FENCE, 5.8 FEET WEST OF
 KL0062'A WITNESS POST, SET IN THE TOP OF A 4 FOOT GRANITE BOULDER.
 KL0062
 KL0062                          STATION RECOVERY (1977)
 KL0062
 KL0062'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 KL0062'SILVERTHORNE, 16.5 MILES NW OF TOWN HALL ALONG STATE HIGHWAY 9,
 KL0062'THENCE 5.0 MILES NW ALONG A GRAVELED ROAD, 3.8 MILES SE OF GREEN
 KL0062'MOUNTAIN DAM. AT E. END OF A CUT. 110 FEET NW OF ROAD AT CULVERT. 43
 KL0062'FEET NE OF C/L OF ROAD. 5 FEET S. OF ROW FENCE. 2 FEET W. OF A METAL
 KL0062'WITNESS POST. IN TOP OF 3 X 4 X 2 FT. HIGH BOULDER. STANDARD US C AND
 KL0062'GS BRONZE DISK STAMPED N 297 1951.
 KL0062
 KL0062                          STATION RECOVERY (1993)
 KL0062
 KL0062'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1993 (KW)
 KL0062'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 CM6913 ***********************************************************************
 CM6913  DESIGNATION -  N 298 RM 5 AZ MK
 CM6913  PID         -  CM6913
 CM6913  STATE/COUNTY-  CO/SUMMIT
 CM6913  USGS QUAD   -  DILLON (1987)
 CM6913
 CM6913                         *CURRENT SURVEY CONTROL
 CM6913  ___________________________________________________________________
 CM6913* NAD 83(1986)-  39 39 30.     (N)    106 05 00.     (W)     SCALED    
 CM6913* NAVD 88     -      2638.029  (meters)    8654.93   (feet)  ADJUSTED  
 CM6913  ___________________________________________________________________
 CM6913  GEOID HEIGHT-         -12.54  (meters)                     GEOID03
 CM6913  DYNAMIC HT  -        2634.811 (meters)    8644.38  (feet)  COMP
 CM6913  MODELED GRAV-     979,311.6   (mgal)                       NAVD 88
 CM6913
 CM6913  VERT ORDER  -  FIRST     CLASS II
 CM6913
 CM6913.The horizontal coordinates were scaled from a topographic map and have
 CM6913.an estimated accuracy of +/- 6 seconds.
 CM6913
 CM6913.The orthometric height was determined by differential leveling
 CM6913.and adjusted by the National Geodetic Survey in November 2003..
 CM6913
 CM6913.The geoid height was determined by GEOID03.
 CM6913
 CM6913.The dynamic height is computed by dividing the NAVD 88
 CM6913.geopotential number by the normal gravity value computed on the
 CM6913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM6913.degrees latitude (g = 980.6199 gals.).
 CM6913
 CM6913.The modeled gravity was interpolated from observed gravity values.
 CM6913
 CM6913;                    North         East    Units  Estimated Accuracy
 CM6913;SPC CO C     -   507,560.      864,340.      MT  (+/- 180 meters Scaled)
 CM6913
 CM6913                          SUPERSEDED SURVEY CONTROL
 CM6913
 CM6913.No superseded survey control is available for this station.
 CM6913
 CM6913_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD070903(NAD 83)
 CM6913_MARKER: DR = REFERENCE MARK DISK
 CM6913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM6913_STAMPING: BM N 298 1951 NO 5 1971
 CM6913_MARK LOGO: NGS   
 CM6913_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CM6913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM6913+STABILITY: SURFACE MOTION
 CM6913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM6913+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 CM6913
 CM6913  HISTORY     - Date     Condition        Report By
 CM6913  HISTORY     - 1971     MONUMENTED       NGS
 CM6913  HISTORY     - 20011018 GOOD             NGS
 CM6913  HISTORY     - 20030910 GOOD             NGS
 CM6913
 CM6913                          STATION DESCRIPTION
 CM6913
 CM6913'DESCRIBED BY NATIONAL GEODETIC SURVEY 2001 (RSC)
 CM6913'THE STATION IS LOCATED ABOUT 4.75 MI NORTHWEST OF TENDERFOOT MOUNTAIN,
 CM6913'0.95 MI
 CM6913'NORTH-NORTHWEST OF WHERE WILLOW CREEK JOINS THE BLUE RIVER AND 2.2 MI
 CM6913'NORTH-NORTHWEST OF SILVERTHORNE, IN THE SOUTHEAST 1/4 OF SECTION 35,
 CM6913'T4 S, R 78 W, AT
 CM6913'STATE HIGHWAY 9 MILEPOST 104.2. OWNERSHIP--COLORADO DEPT. OF
 CM6913'TRANSPORTATION
 CM6913'RIGHT-OF-WAY.
 CM6913' 
 CM6913'TO REACH THE STATION FROM INTERSTATE 70 EXIT 205, SILVERTHORNE-DILLON
 CM6913'EXIT, GO NORTH
 CM6913'ON STATE HIGHWAY 9 FOR 2.6 MI TO THE STATION ON THE RIGHT. IT IS 0.15
 CM6913'MI SOUTH OF NORTH
 CM6913'GOLDEN EAGLE ROAD.
 CM6913' 
 CM6913'THE MARK IS A STANDARD DISK SET INTO THE TOP OF A ROUND 30 CM CONCRETE
 CM6913'POST PROJECTING
 CM6913'10 CM ABOVE THE GROUND. IT IS 35.8 M SOUTH-SOUTHEAST FROM THE END OF
 CM6913'AN EAST-WEST FENCE
 CM6913'LINE, 32.5 M NORTH-NORTHWEST FROM A POWER POLE WITH SMALL TRANSFORMER,
 CM6913'8.7 M
 CM6913'EAST-NORTHEAST FROM THE CENTER LINE OF THE NORTH BOUND LANES, 0.7 M
 CM6913'NORTH FROM A
 CM6913'WITNESS POST, 0.5 M SOUTH-SOUTHEAST FROM A CUT OFF POWER POLE WITH
 CM6913'METAL SIGN AND
 CM6913'ABOUT 30 CM BELOW THE HIGHWAY.
 CM6913' 
 CM6913'
 CM6913
 CM6913                          STATION RECOVERY (2003)
 CM6913
 CM6913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (DW)
 CM6913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0141 ***********************************************************************
 KL0141  DESIGNATION -  N 299
 KL0141  PID         -  KL0141
 KL0141  STATE/COUNTY-  CO/SUMMIT
 KL0141  USGS QUAD   -  BRECKENRIDGE (1987)
 KL0141
 KL0141                         *CURRENT SURVEY CONTROL
 KL0141  ___________________________________________________________________
 KL0141* NAD 83(1986)-  39 28 24.     (N)    106 02 17.     (W)     SCALED    
 KL0141* NAVD 88     -      2955.962  (meters)    9698.02   (feet)  ADJUSTED  
 KL0141  ___________________________________________________________________
 KL0141  GEOID HEIGHT-         -12.65  (meters)                     GEOID03
 KL0141  DYNAMIC HT  -        2952.109 (meters)    9685.38  (feet)  COMP
 KL0141  MODELED GRAV-     979,216.2   (mgal)                       NAVD 88
 KL0141
 KL0141  VERT ORDER  -  FIRST     CLASS II
 KL0141
 KL0141.The horizontal coordinates were scaled from a topographic map and have
 KL0141.an estimated accuracy of +/- 6 seconds.
 KL0141
 KL0141.The orthometric height was determined by differential leveling
 KL0141.and adjusted by the National Geodetic Survey in June 1991..
 KL0141
 KL0141.The geoid height was determined by GEOID03.
 KL0141
 KL0141.The dynamic height is computed by dividing the NAVD 88
 KL0141.geopotential number by the normal gravity value computed on the
 KL0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0141.degrees latitude (g = 980.6199 gals.).
 KL0141
 KL0141.The modeled gravity was interpolated from observed gravity values.
 KL0141
 KL0141;                    North         East    Units  Estimated Accuracy
 KL0141;SPC CO C     -   486,990.      868,110.      MT  (+/- 180 meters Scaled)
 KL0141
 KL0141                          SUPERSEDED SURVEY CONTROL
 KL0141
 KL0141  NGVD 29 (??/??/92) 2954.172  (m)         9692.15   (f) ADJ UNCH    1 2
 KL0141
 KL0141.Superseded values are not recommended for survey control.
 KL0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0141.See file dsdata.txt to determine how the superseded data were derived.
 KL0141
 KL0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD107698(NAD 83)
 KL0141_MARKER: DB = BENCH MARK DISK
 KL0141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KL0141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KL0141_STAMPING: N 299 1951
 KL0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0141+STABILITY: SURFACE MOTION
 KL0141
 KL0141  HISTORY     - Date     Condition        Report By
 KL0141  HISTORY     - 1951     MONUMENTED       CGS
 KL0141  HISTORY     - 1959     GOOD             NGS
 KL0141  HISTORY     - 20050926 MARK NOT FOUND   USPSQD
 KL0141
 KL0141                          STATION DESCRIPTION
 KL0141
 KL0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KL0141'0.8 MI SE FROM BRECKENRIDGE.
 KL0141'1 BLOCK WEST ALONG A GRAVELED STREET FROM THE COUNTY COURTHOUSE AT
 KL0141'BRECKENRIDGE, THENCE 0.5 MILE SOUTH ALONG STATE HIGHWAY 9, THENCE 0.3
 KL0141'MILE SOUTHEAST ALONG THE ABANDONED COLORADO AND SOUTHERN RAILROAD
 KL0141'GRADE, AT THE FOOT OF A TREE COVERED HILL, 0.1 MILE EAST OF A SMALL
 KL0141'UNPAINTED BUILDING, 28 FEET NORTH OF THE CENTER LINE OF THE OLD
 KL0141'RAILROAD GRADE, 2.4 FEET WEST OF A WITNESS POST, SET IN THE TOP OF A
 KL0141'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 KL0141
 KL0141                          STATION RECOVERY (1959)
 KL0141
 KL0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 KL0141'RECOVERED IN GOOD CONDITION.
 KL0141
 KL0141                          STATION RECOVERY (2005)
 KL0141
 KL0141'RECOVERY NOTE BY US POWER SQUADRON 2005 (EDS)
 KL0141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0184 ***********************************************************************
 JK0184  DESIGNATION -  N 3
 JK0184  PID         -  JK0184
 JK0184  STATE/COUNTY-  CO/EL PASO
 JK0184  USGS QUAD   -  FOUNTAIN (1994)
 JK0184
 JK0184                         *CURRENT SURVEY CONTROL
 JK0184  ___________________________________________________________________
 JK0184* NAD 83(1986)-  38 44 14.     (N)    104 43 53.     (W)     SCALED    
 JK0184* NAVD 88     -      1734.441  (meters)    5690.41   (feet)  ADJUSTED  
 JK0184  ___________________________________________________________________
 JK0184  GEOID HEIGHT-         -17.75  (meters)                     GEOID03
 JK0184  DYNAMIC HT  -        1732.587 (meters)    5684.33  (feet)  COMP
 JK0184  MODELED GRAV-     979,497.9   (mgal)                       NAVD 88
 JK0184
 JK0184  VERT ORDER  -  FIRST     CLASS II
 JK0184
 JK0184.The horizontal coordinates were scaled from a topographic map and have
 JK0184.an estimated accuracy of +/- 6 seconds.
 JK0184
 JK0184.The orthometric height was determined by differential leveling
 JK0184.and adjusted by the National Geodetic Survey in June 1991..
 JK0184
 JK0184.The geoid height was determined by GEOID03.
 JK0184
 JK0184.The dynamic height is computed by dividing the NAVD 88
 JK0184.geopotential number by the normal gravity value computed on the
 JK0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0184.degrees latitude (g = 980.6199 gals.).
 JK0184
 JK0184.The modeled gravity was interpolated from observed gravity values.
 JK0184
 JK0184;                    North         East    Units  Estimated Accuracy
 JK0184;SPC CO C     -   405,420.      981,230.      MT  (+/- 180 meters Scaled)
 JK0184
 JK0184                          SUPERSEDED SURVEY CONTROL
 JK0184
 JK0184  NGVD 29 (??/??/??) 1733.434  (m)         5687.11   (f) ADJUSTED    1 2
 JK0184
 JK0184.Superseded values are not recommended for survey control.
 JK0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0184.See file dsdata.txt to determine how the superseded data were derived.
 JK0184
 JK0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC233876(NAD 83)
 JK0184_MARKER: DB = BENCH MARK DISK
 JK0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0184_STAMPING: N 3 1925 ELEV 5687.374 FT
 JK0184_MARK LOGO: CGS   
 JK0184_PROJECTION: PROJECTING 5 CENTIMETERS
 JK0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0184+STABILITY: SURFACE MOTION
 JK0184
 JK0184  HISTORY     - Date     Condition        Report By
 JK0184  HISTORY     - 1925     MONUMENTED       CGS
 JK0184  HISTORY     - 1975     GOOD             NGS
 JK0184  HISTORY     - 1975     GOOD             LOCENG
 JK0184  HISTORY     - 1983     GOOD             NGS
 JK0184  HISTORY     - 20030906 MARK NOT FOUND   GEOCAC
 JK0184
 JK0184                          STATION DESCRIPTION
 JK0184
 JK0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 JK0184'3.9 MI NW FROM FOUNTAIN.
 JK0184'3.9 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0184'FROM THE STATION AT FOUNTAIN, 5 RAILS NORTHWEST OF MILEPOST 84, 7
 JK0184'RAILS NORTHWEST OF A ROAD CROSSING, 46.5 FEET SOUTHWEST OF THE
 JK0184'SOUTHWEST RAIL, 44.8 FEET NORTHEAST OF THE CENTER LINE OF U.S.
 JK0184'HIGHWAYS 85 AND 87, 2 FEET SOUTHWEST OF A WITNESS POST, SET IN THE
 JK0184'TOP OF A CONCRETE POST WHICH PROJECTS 0.9 FOOT ABOVE THE GROUND.
 JK0184'NOTE-- SHOULD READ 7 RAILS
 JK0184'NORTHWEST OF FOUNTAINE STREET CROSSING TO WIDEFIELD, COLORADO.
 JK0184
 JK0184                          STATION RECOVERY (1975)
 JK0184
 JK0184'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 JK0184'RECOVERED IN GOOD CONDITION.
 JK0184
 JK0184                          STATION RECOVERY (1983)
 JK0184
 JK0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 JK0184'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  14.7 KM
 JK0184'(9.15 MI) SOUTHERLY ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0184'FROM THE STATION IN COLORADO SPRINGS, 72.8 METERS (238.8 FT) NORTHWEST
 JK0184'OF THE CENTERLINE OF THE SOUTHWEST BOUND LANES OF FOUNTAINE BOULIVARD
 JK0184'IN SECURITY, 44.5 METERS (146.0 FT) SOUTHWEST OF THE NEAR RAIL,
 JK0184'9.5 METERS (31.2 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHWEST
 JK0184'BOUND LANES OF U.S. HIGHWAY 85, AND 2.2 METERS (7.2 FT) SOUTHWEST OF A
 JK0184'UTILITY POLE AND LINE CROSSING THE HIGHWAY.
 JK0184'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 JK0184'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 JK0184
 JK0184                          STATION RECOVERY (2003)
 JK0184
 JK0184'RECOVERY NOTE BY GEOCACHING 2003 (TWS)
 JK0184'THE ORIGINAL DRG RAILROAD TRACKS AT THIS LOCATION HAVE BEEN REMOVED
 JK0184'AND US HWY 85-87 IS BEING WIDENED TO COVER THE OLD RAILROAD BED. THE
 JK0184'EXISTING RAILROAD TRACKS ARE THE ORIGINAL SANTA FE TRACKS WHICH WERE
 JK0184'EAST OF THE DRG. HIGH PROBABILITY THIS BM HAS BEEN DESTROYED.
 JK0184' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0066 ***********************************************************************
 HL0066  DESIGNATION -  N 30
 HL0066  PID         -  HL0066
 HL0066  STATE/COUNTY-  CO/CONEJOS
 HL0066  USGS QUAD   -  CUMBRES (1967)
 HL0066
 HL0066                         *CURRENT SURVEY CONTROL
 HL0066  ___________________________________________________________________
 HL0066* NAD 83(1986)-  37 00 49.     (N)    106 24 15.     (W)     SCALED    
 HL0066* NAVD 88     -      2936.474  (meters)    9634.08   (feet)  POSTED    
 HL0066  ___________________________________________________________________
 HL0066  GEOID HEIGHT-         -15.81  (meters)                     GEOID03
 HL0066  DYNAMIC HT  -        2932.210 (meters)    9620.09  (feet)  COMP
 HL0066  MODELED GRAV-     979,071.1   (mgal)                       NAVD 88
 HL0066
 HL0066  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 HL0066
 HL0066.The horizontal coordinates were scaled from a topographic map and have
 HL0066.an estimated accuracy of +/- 6 seconds.
 HL0066
 HL0066.The orthometric height was determined by differential leveling
 HL0066.and adjusted by the National Geodetic Survey in 1992..
 HL0066.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 HL0066.rate of 1.1 thru 2.0 mm/km.
 HL0066
 HL0066.The geoid height was determined by GEOID03.
 HL0066
 HL0066.The dynamic height is computed by dividing the NAVD 88
 HL0066.geopotential number by the normal gravity value computed on the
 HL0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0066.degrees latitude (g = 980.6199 gals.).
 HL0066
 HL0066.The modeled gravity was interpolated from observed gravity values.
 HL0066
 HL0066;                    North         East    Units  Estimated Accuracy
 HL0066;SPC CO S     -   343,700.      833,930.      MT  (+/- 180 meters Scaled)
 HL0066
 HL0066                          SUPERSEDED SURVEY CONTROL
 HL0066
 HL0066  NGVD 29 (??/??/92) 2934.888  (m)         9628.88   (f) ADJ UNCH    1 2
 HL0066
 HL0066.Superseded values are not recommended for survey control.
 HL0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0066.See file dsdata.txt to determine how the superseded data were derived.
 HL0066
 HL0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCA750973(NAD 83)
 HL0066_MARKER: DB = BENCH MARK DISK
 HL0066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0066_STAMPING: N 30 1934
 HL0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0066+STABILITY: SURFACE MOTION
 HL0066
 HL0066  HISTORY     - Date     Condition        Report By
 HL0066  HISTORY     - 1934     MONUMENTED       CGS
 HL0066
 HL0066                          STATION DESCRIPTION
 HL0066
 HL0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0066'7.6 MI NE FROM CUMBRES.
 HL0066'7.6 MILES NORTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RR FROM
 HL0066'CUMBRES, CONEJOS CO., AT MILEPOST 323, AND 8 FEET EAST OF THE CENTER
 HL0066'LINE OF THE TRACK, A STANDARD DISK, STAMPED N 30 1934 AND SET IN THE
 HL0066'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1117 ***********************************************************************
 KK1117  DESIGNATION -  N 300
 KK1117  PID         -  KK1117
 KK1117  STATE/COUNTY-  CO/CLEAR CREEK
 KK1117  USGS QUAD   -  GRAYS PEAK (1987)
 KK1117
 KK1117                         *CURRENT SURVEY CONTROL
 KK1117  ___________________________________________________________________
 KK1117* NAD 83(1986)-  39 40 22.     (N)    105 52 23.     (W)     SCALED    
 KK1117* NAVD 88     -      3588.341  (meters)   11772.75   (feet)  ADJUSTED  
 KK1117  ___________________________________________________________________
 KK1117  GEOID HEIGHT-         -12.38  (meters)                     GEOID03
 KK1117  DYNAMIC HT  -        3583.445 (meters)   11756.69  (feet)  COMP
 KK1117  MODELED GRAV-     979,129.7   (mgal)                       NAVD 88
 KK1117
 KK1117  VERT ORDER  -  SECOND    CLASS 0
 KK1117
 KK1117.The horizontal coordinates were scaled from a topographic map and have
 KK1117.an estimated accuracy of +/- 6 seconds.
 KK1117
 KK1117.The orthometric height was determined by differential leveling
 KK1117.and adjusted by the National Geodetic Survey in June 1991..
 KK1117
 KK1117.The geoid height was determined by GEOID03.
 KK1117
 KK1117.The dynamic height is computed by dividing the NAVD 88
 KK1117.geopotential number by the normal gravity value computed on the
 KK1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1117.degrees latitude (g = 980.6199 gals.).
 KK1117
 KK1117.The modeled gravity was interpolated from observed gravity values.
 KK1117
 KK1117;                    North         East    Units  Estimated Accuracy
 KK1117;SPC CO C     -   509,060.      882,390.      MT  (+/- 180 meters Scaled)
 KK1117
 KK1117                          SUPERSEDED SURVEY CONTROL
 KK1117
 KK1117  NGVD 29 (??/??/92) 3586.396  (m)        11766.37   (f) ADJ UNCH    2 0
 KK1117
 KK1117.Superseded values are not recommended for survey control.
 KK1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1117.See file dsdata.txt to determine how the superseded data were derived.
 KK1117
 KK1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD251918(NAD 83)
 KK1117_MARKER: DB = BENCH MARK DISK
 KK1117_SETTING: 66 = SET IN ROCK OUTCROP
 KK1117_SP_SET: OUTCROP
 KK1117_STAMPING: N 300 1951
 KK1117_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK1117+STABILITY: POSITION/ELEVATION WELL
 KK1117
 KK1117  HISTORY     - Date     Condition        Report By
 KK1117  HISTORY     - 1951     MONUMENTED       CGS
 KK1117
 KK1117                          STATION DESCRIPTION
 KK1117
 KK1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK1117'16 MI E FROM DILLON.
 KK1117'16.05 MILES EAST ALONG U.S. HIGHWAY 6 FROM THE PUBLIC SCHOOL
 KK1117'AT DILLON, 0.8 MILE NORTH OF THE TOP OF LOVELAND PASS, 77 FEET
 KK1117'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 16 FEET SOUTHWEST OF
 KK1117'THE SOUTHWEST BANK OF A MOUNTAIN STREAM, 8 FEET ABOVE THE LEVEL OF
 KK1117'THE HIGHWAY, SET IN THE TOP OF A ROCK OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1051 ***********************************************************************
 KK1051  DESIGNATION -  N 301
 KK1051  PID         -  KK1051
 KK1051  STATE/COUNTY-  CO/CLEAR CREEK
 KK1051  USGS QUAD   -  GEORGETOWN (1974)
 KK1051
 KK1051                         *CURRENT SURVEY CONTROL
 KK1051  ___________________________________________________________________
 KK1051* NAD 83(1986)-  39 44 01.     (N)    105 41 21.     (W)     SCALED    
 KK1051* NAVD 88     -      2575.929  (meters)    8451.19   (feet)  ADJUSTED  
 KK1051  ___________________________________________________________________
 KK1051  GEOID HEIGHT-         -12.44  (meters)                     GEOID03
 KK1051  DYNAMIC HT  -        2572.876 (meters)    8441.18  (feet)  COMP
 KK1051  MODELED GRAV-     979,348.3   (mgal)                       NAVD 88
 KK1051
 KK1051  VERT ORDER  -  FIRST     CLASS II
 KK1051
 KK1051.The horizontal coordinates were scaled from a topographic map and have
 KK1051.an estimated accuracy of +/- 6 seconds.
 KK1051
 KK1051.The orthometric height was determined by differential leveling
 KK1051.and adjusted by the National Geodetic Survey in June 1991..
 KK1051
 KK1051.The geoid height was determined by GEOID03.
 KK1051
 KK1051.The dynamic height is computed by dividing the NAVD 88
 KK1051.geopotential number by the normal gravity value computed on the
 KK1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1051.degrees latitude (g = 980.6199 gals.).
 KK1051
 KK1051.The modeled gravity was interpolated from observed gravity values.
 KK1051
 KK1051;                    North         East    Units  Estimated Accuracy
 KK1051;SPC CO C     -   515,770.      898,190.      MT  (+/- 180 meters Scaled)
 KK1051
 KK1051                          SUPERSEDED SURVEY CONTROL
 KK1051
 KK1051  NGVD 29 (??/??/92) 2574.414  (m)         8446.22   (f) ADJ UNCH    1 2
 KK1051
 KK1051.Superseded values are not recommended for survey control.
 KK1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1051.See file dsdata.txt to determine how the superseded data were derived.
 KK1051
 KK1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD409984(NAD 83)
 KK1051_MARKER: DD = SURVEY DISK
 KK1051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK1051_SP_SET: SPILLWAY ABUTMENT
 KK1051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK1051
 KK1051  HISTORY     - Date     Condition        Report By
 KK1051  HISTORY     - UNK      MONUMENTED       BOR
 KK1051  HISTORY     - 1954     POOR             NGS
 KK1051
 KK1051                          STATION DESCRIPTION
 KK1051
 KK1051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1051'2 MI N FROM GEORGETOWN.
 KK1051'0.35 MILE NORTH ALONG ROSE STREET FROM THE POST OFFICE AT
 KK1051'GEORGETOWN, THENCE 1.6 MILES NORTH ALONG U.S. HIGHWAY 6, AT THE
 KK1051'NORTH END OF THE WHITE RESERVOIR, 25 FEET BELOW THE LEVEL OF THE
 KK1051'HIGHWAY, SET IN THE TOP OF THE WEST END OF THE CONCRETE ABUTMENT
 KK1051'OF THE SPILLWAY.  THIS BENCH MARK IS NO GOOD.  THE WEST END OF
 KK1051'THE DAM HAS BEEN WASHED OUT.  THE CONCRETE BLOCK IN WHICH THE MARK
 KK1051'IS SET IS DISENTEGRATING.  THE MARK IS 135 FEET EAST OF THE CENTER
 KK1051'LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0959 ***********************************************************************
 KK0959  DESIGNATION -  N 302
 KK0959  PID         -  KK0959
 KK0959  STATE/COUNTY-  CO/PARK
 KK0959  USGS QUAD   -  FAIRPLAY EAST (1956)
 KK0959
 KK0959                         *CURRENT SURVEY CONTROL
 KK0959  ___________________________________________________________________
 KK0959* NAD 83(1986)-  39 13 10.     (N)    105 59 37.     (W)     SCALED    
 KK0959* NAVD 88     -      3003.878  (meters)    9855.22   (feet)  ADJUSTED  
 KK0959  ___________________________________________________________________
 KK0959  GEOID HEIGHT-         -13.15  (meters)                     GEOID03
 KK0959  DYNAMIC HT  -        2999.959 (meters)    9842.37  (feet)  COMP
 KK0959  MODELED GRAV-     979,213.3   (mgal)                       NAVD 88
 KK0959
 KK0959  VERT ORDER  -  FIRST     CLASS II
 KK0959
 KK0959.The horizontal coordinates were scaled from a topographic map and have
 KK0959.an estimated accuracy of +/- 6 seconds.
 KK0959
 KK0959.The orthometric height was determined by differential leveling
 KK0959.and adjusted by the National Geodetic Survey in June 1991..
 KK0959
 KK0959.The geoid height was determined by GEOID03.
 KK0959
 KK0959.The dynamic height is computed by dividing the NAVD 88
 KK0959.geopotential number by the normal gravity value computed on the
 KK0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0959.degrees latitude (g = 980.6199 gals.).
 KK0959
 KK0959.The modeled gravity was interpolated from observed gravity values.
 KK0959
 KK0959;                    North         East    Units  Estimated Accuracy
 KK0959;SPC CO C     -   458,790.      871,780.      MT  (+/- 180 meters Scaled)
 KK0959
 KK0959                          SUPERSEDED SURVEY CONTROL
 KK0959
 KK0959  NGVD 29 (??/??/92) 3002.164  (m)         9849.60   (f) ADJ UNCH    1 2
 KK0959
 KK0959.Superseded values are not recommended for survey control.
 KK0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0959.See file dsdata.txt to determine how the superseded data were derived.
 KK0959
 KK0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD142415(NAD 83)
 KK0959_MARKER: DB = BENCH MARK DISK
 KK0959_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KK0959_SP_SET: BRIDGE
 KK0959_STAMPING: N 302 1951
 KK0959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0959
 KK0959  HISTORY     - Date     Condition        Report By
 KK0959  HISTORY     - 1951     MONUMENTED       CGS
 KK0959  HISTORY     - 1954     GOOD             NGS
 KK0959
 KK0959                          STATION DESCRIPTION
 KK0959
 KK0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0959'0.7 MI SE FROM FAIRPLAY.
 KK0959'0.6 MILE EAST ALONG STATE HIGHWAY 9 FROM THE COUNTY COURTHOUSE AT
 KK0959'FAIRPLAY, THENCE 1.0 MILE SOUTH ALONG U.S. HIGHWAY 285, 20 FEET EAST
 KK0959'THE CENTER LINE OF THE HIGHWAY, 1.6 FEET ABOVE THE LEVEL OF THE
 KK0959'HIGHWAY, SET IN THE TOP OF THE NORTHEAST WINGWALL OF A 63 FOOT
 KK0959'STEEL AND CONCRETE BRIDGE OVER THE MIDDLE FORK OF THE SOUTH PLATTE
 KK0959'RIVER.
 KK0959
 KK0959                          STATION RECOVERY (1954)
 KK0959
 KK0959'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 KK0959'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0850 ***********************************************************************
 KK0850  DESIGNATION -  N 303
 KK0850  PID         -  KK0850
 KK0850  STATE/COUNTY-  CO/PARK
 KK0850  USGS QUAD   -  JEFFERSON (1994)
 KK0850
 KK0850                         *CURRENT SURVEY CONTROL
 KK0850  ___________________________________________________________________
 KK0850* NAD 83(1986)-  39 24 14.     (N)    105 46 47.     (W)     SCALED    
 KK0850* NAVD 88     -      2912.274  (meters)    9554.69   (feet)  ADJUSTED  
 KK0850  ___________________________________________________________________
 KK0850  GEOID HEIGHT-         -12.80  (meters)                     GEOID03
 KK0850  DYNAMIC HT  -        2908.559 (meters)    9542.50  (feet)  COMP
 KK0850  MODELED GRAV-     979,245.5   (mgal)                       NAVD 88
 KK0850
 KK0850  VERT ORDER  -  FIRST     CLASS II
 KK0850
 KK0850.The horizontal coordinates were scaled from a topographic map and have
 KK0850.an estimated accuracy of +/- 6 seconds.
 KK0850
 KK0850.The orthometric height was determined by differential leveling
 KK0850.and adjusted by the National Geodetic Survey in June 1991..
 KK0850
 KK0850.The geoid height was determined by GEOID03.
 KK0850
 KK0850.The dynamic height is computed by dividing the NAVD 88
 KK0850.geopotential number by the normal gravity value computed on the
 KK0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0850.degrees latitude (g = 980.6199 gals.).
 KK0850
 KK0850.The modeled gravity was interpolated from observed gravity values.
 KK0850
 KK0850;                    North         East    Units  Estimated Accuracy
 KK0850;SPC CO C     -   479,180.      890,310.      MT  (+/- 180 meters Scaled)
 KK0850
 KK0850                          SUPERSEDED SURVEY CONTROL
 KK0850
 KK0850  NGVD 29 (??/??/92) 2910.614  (m)         9549.24   (f) ADJ UNCH    1 2
 KK0850
 KK0850.Superseded values are not recommended for survey control.
 KK0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0850.See file dsdata.txt to determine how the superseded data were derived.
 KK0850
 KK0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD328618(NAD 83)
 KK0850_MARKER: DB = BENCH MARK DISK
 KK0850_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0850_SP_SET: CULVERT
 KK0850_STAMPING: N 303 1951
 KK0850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0850
 KK0850  HISTORY     - Date     Condition        Report By
 KK0850  HISTORY     - 1951     MONUMENTED       CGS
 KK0850
 KK0850                          STATION DESCRIPTION
 KK0850
 KK0850'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0850'2.1 MI NE FROM JEFFERSON.
 KK0850'2.1 MILES NORTHEAST ALONG U.S. HIGHWAY 285 FROM THE POST OFFICE
 KK0850'AT JEFFERSON, 0.15 MILE NORTH OF A WOODEN BRIDGE OVER GUERNSEY
 KK0850'CREEK, 22 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET
 KK0850'IN THE TOP OF THE NORTH END OF THE NORTHWEST HEADWALL OF A 4X9
 KK0850'FOOT CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1073 ***********************************************************************
 KK1073  DESIGNATION -  N 304
 KK1073  PID         -  KK1073
 KK1073  STATE/COUNTY-  CO/CLEAR CREEK
 KK1073  USGS QUAD   -  MT EVANS (1974)
 KK1073
 KK1073                         *CURRENT SURVEY CONTROL
 KK1073  ___________________________________________________________________
 KK1073* NAD 83(1986)-  39 36 23.     (N)    105 43 31.     (W)     SCALED    
 KK1073* NAVD 88     -      3401.226  (meters)   11158.86   (feet)  ADJUSTED  
 KK1073  ___________________________________________________________________
 KK1073  GEOID HEIGHT-         -12.25  (meters)                     GEOID03
 KK1073  DYNAMIC HT  -        3396.763 (meters)   11144.21  (feet)  COMP
 KK1073  MODELED GRAV-     979,189.2   (mgal)                       NAVD 88
 KK1073
 KK1073  VERT ORDER  -  FIRST     CLASS II
 KK1073
 KK1073.The horizontal coordinates were scaled from a topographic map and have
 KK1073.an estimated accuracy of +/- 6 seconds.
 KK1073
 KK1073.The orthometric height was determined by differential leveling
 KK1073.and adjusted by the National Geodetic Survey in June 1991..
 KK1073
 KK1073.The geoid height was determined by GEOID03.
 KK1073
 KK1073.The dynamic height is computed by dividing the NAVD 88
 KK1073.geopotential number by the normal gravity value computed on the
 KK1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1073.degrees latitude (g = 980.6199 gals.).
 KK1073
 KK1073.The modeled gravity was interpolated from observed gravity values.
 KK1073
 KK1073;                    North         East    Units  Estimated Accuracy
 KK1073;SPC CO C     -   501,650.      895,060.      MT  (+/- 180 meters Scaled)
 KK1073
 KK1073                          SUPERSEDED SURVEY CONTROL
 KK1073
 KK1073  NGVD 29 (??/??/92) 3399.454  (m)        11153.04   (f) ADJ UNCH    1 2
 KK1073
 KK1073.Superseded values are not recommended for survey control.
 KK1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1073.See file dsdata.txt to determine how the superseded data were derived.
 KK1073
 KK1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD377843(NAD 83)
 KK1073_MARKER: DB = BENCH MARK DISK
 KK1073_SETTING: 80 = SET IN A BOULDER
 KK1073_STAMPING: N 304 1951
 KK1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1073+STABILITY: SURFACE MOTION
 KK1073
 KK1073  HISTORY     - Date     Condition        Report By
 KK1073  HISTORY     - 1951     MONUMENTED       CGS
 KK1073  HISTORY     - 1954     GOOD             NGS
 KK1073
 KK1073                          STATION DESCRIPTION
 KK1073
 KK1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 KK1073'9.2 MI S FROM GEORGETOWN.
 KK1073'8.65 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE POST
 KK1073'OFFICE AT GEORGETOWN, THENCE 0.55 MILE SOUTHWEST ALONG A TRACK
 KK1073'ROAD, ON THE NORTH SLOPE OF A HILL, IN A SMALL CLEARING, 135 FEET
 KK1073'SOUTH OF THE CENTER LINE OF THE ROAD, 114 FEET SOUTH OF A WITNESS
 KK1073'POST, 25 FEET ABOVE THE LEVEL OF THE ROAD, 2 FEET ABOVE THE
 KK1073'GROUND, SET IN THE TOP OF A 4X4 FOOT QUARTZ BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0827 ***********************************************************************
 KK0827  DESIGNATION -  N 305
 KK0827  PID         -  KK0827
 KK0827  STATE/COUNTY-  CO/PARK
 KK0827  USGS QUAD   -  SHAWNEE (1994)
 KK0827
 KK0827                         *CURRENT SURVEY CONTROL
 KK0827  ___________________________________________________________________
 KK0827* NAD 83(1986)-  39 26 32.     (N)    105 36 30.     (W)     SCALED    
 KK0827* NAVD 88     -      2534.181  (meters)    8314.23   (feet)  ADJUSTED  
 KK0827  ___________________________________________________________________
 KK0827  GEOID HEIGHT-         -12.66  (meters)                     GEOID03
 KK0827  DYNAMIC HT  -        2531.217 (meters)    8304.50  (feet)  COMP
 KK0827  MODELED GRAV-     979,365.7   (mgal)                       NAVD 88
 KK0827
 KK0827  VERT ORDER  -  FIRST     CLASS II
 KK0827
 KK0827.The horizontal coordinates were scaled from a topographic map and have
 KK0827.an estimated accuracy of +/- 6 seconds.
 KK0827
 KK0827.The orthometric height was determined by differential leveling
 KK0827.and adjusted by the National Geodetic Survey in June 1991..
 KK0827
 KK0827.The geoid height was determined by GEOID03.
 KK0827
 KK0827.The dynamic height is computed by dividing the NAVD 88
 KK0827.geopotential number by the normal gravity value computed on the
 KK0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0827.degrees latitude (g = 980.6199 gals.).
 KK0827
 KK0827.The modeled gravity was interpolated from observed gravity values.
 KK0827
 KK0827;                    North         East    Units  Estimated Accuracy
 KK0827;SPC CO C     -   483,410.      905,080.      MT  (+/- 180 meters Scaled)
 KK0827
 KK0827                          SUPERSEDED SURVEY CONTROL
 KK0827
 KK0827  NGVD 29 (??/??/92) 2532.789  (m)         8309.66   (f) ADJ UNCH    1 2
 KK0827
 KK0827.Superseded values are not recommended for survey control.
 KK0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0827.See file dsdata.txt to determine how the superseded data were derived.
 KK0827
 KK0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD476660(NAD 83)
 KK0827_MARKER: DB = BENCH MARK DISK
 KK0827_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0827_SP_SET: CULVERT
 KK0827_STAMPING: N 305 1951
 KK0827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0827
 KK0827  HISTORY     - Date     Condition        Report By
 KK0827  HISTORY     - 1951     MONUMENTED       CGS
 KK0827  HISTORY     - 1955     GOOD             NGS
 KK0827
 KK0827                          STATION DESCRIPTION
 KK0827
 KK0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0827'1.4 MI SE FROM SANTA MARIA.
 KK0827'1.45 MILES SOUTHEAST ALONG U.S. HIGHWAY 285 FROM THE SOUTH
 KK0827'ENTRANCE TO THE BOYS AND GIRLS CAMP AT SANTA MARIA, 22 FEET SOUTH
 KK0827'OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE WEST
 KK0827'END OF THE SOUTH HEADWALL OF A 4 X 7 FOOT CONCRETE CULVERT.
 KK0827
 KK0827                          STATION RECOVERY (1955)
 KK0827
 KK0827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0699 ***********************************************************************
 KK0699  DESIGNATION -  N 306
 KK0699  PID         -  KK0699
 KK0699  STATE/COUNTY-  CO/JEFFERSON
 KK0699  USGS QUAD   -  PLATTE CANYON (1994)
 KK0699
 KK0699                         *CURRENT SURVEY CONTROL
 KK0699  ___________________________________________________________________
 KK0699* NAD 83(1986)-  39 25 38.     (N)    105 13 06.     (W)     SCALED    
 KK0699* NAVD 88     -      1924.932  (meters)    6315.38   (feet)  POSTED    
 KK0699  ___________________________________________________________________
 KK0699  GEOID HEIGHT-         -14.80  (meters)                     GEOID03
 KK0699  DYNAMIC HT  -        1922.930 (meters)    6308.81  (feet)  COMP
 KK0699  MODELED GRAV-     979,517.3   (mgal)                       NAVD 88
 KK0699
 KK0699  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0699
 KK0699.The horizontal coordinates were scaled from a topographic map and have
 KK0699.an estimated accuracy of +/- 6 seconds.
 KK0699
 KK0699.The orthometric height was determined by differential leveling
 KK0699.and adjusted by the National Geodetic Survey in 1992..
 KK0699.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0699.rate of 0.0 thru 1.0 mm/km.
 KK0699
 KK0699.The geoid height was determined by GEOID03.
 KK0699
 KK0699.The dynamic height is computed by dividing the NAVD 88
 KK0699.geopotential number by the normal gravity value computed on the
 KK0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0699.degrees latitude (g = 980.6199 gals.).
 KK0699
 KK0699.The modeled gravity was interpolated from observed gravity values.
 KK0699
 KK0699;                    North         East    Units  Estimated Accuracy
 KK0699;SPC CO C     -   481,770.      938,650.      MT  (+/- 180 meters Scaled)
 KK0699
 KK0699                          SUPERSEDED SURVEY CONTROL
 KK0699
 KK0699  NGVD 29 (??/??/92) 1923.841  (m)         6311.80   (f) ADJ UNCH    1 2
 KK0699
 KK0699.Superseded values are not recommended for survey control.
 KK0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0699.See file dsdata.txt to determine how the superseded data were derived.
 KK0699
 KK0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD812642(NAD 83)
 KK0699_MARKER: DB = BENCH MARK DISK
 KK0699_SETTING: 66 = SET IN ROCK OUTCROP
 KK0699_SP_SET: ROCK OUTCROP
 KK0699_STAMPING: N 306 1951
 KK0699_MARK LOGO: CGS   
 KK0699_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0699_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KK0699+STABILITY: POSITION/ELEVATION WELL
 KK0699
 KK0699  HISTORY     - Date     Condition        Report By
 KK0699  HISTORY     - 1951     MONUMENTED       CGS
 KK0699  HISTORY     - 1955     GOOD             NGS
 KK0699  HISTORY     - 19890927 GOOD             NGS
 KK0699
 KK0699                          STATION DESCRIPTION
 KK0699
 KK0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0699'6.1 MI NE FROM BUFFALO CREEK.
 KK0699'6.1 MILES NORTHEAST ALONG THE ABANDONED COLORADO AND SOUTHERN
 KK0699'RAILROAD GRADE FROM THE POST OFFICE AT BUFFALO CREEK, 85 FEET EAST
 KK0699'OF A TELEPHONE POLE, 13 FEET NORTH OF THE CENTER LINE OF THE OLD
 KK0699'RAILROAD GRADE, 3 FEET ABOVE THE LEVEL OF THE RAILROAD GRADE, SET
 KK0699'VERTICALLY IN A GRANITE LEDGE.  THIS MARK IS SLANTING AT AN ANGLE
 KK0699'OF ABOUT 70 DEGREES.
 KK0699
 KK0699                          STATION RECOVERY (1955)
 KK0699
 KK0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0699'RECOVERED IN GOOD CONDITION.
 KK0699
 KK0699                          STATION RECOVERY (1989)
 KK0699
 KK0699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 KK0699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0555 ***********************************************************************
 KK0555  DESIGNATION -  N 307
 KK0555  PID         -  KK0555
 KK0555  STATE/COUNTY-  CO/ARAPAHOE
 KK0555  USGS QUAD   -  LITTLETON (1994)
 KK0555
 KK0555                         *CURRENT SURVEY CONTROL
 KK0555  ___________________________________________________________________
 KK0555* NAD 83(1986)-  39 34 23.     (N)    105 01 44.     (W)     SCALED    
 KK0555* NAVD 88     -      1644.426  (meters)    5395.09   (feet)  ADJUSTED  
 KK0555  ___________________________________________________________________
 KK0555  GEOID HEIGHT-         -16.60  (meters)                     GEOID03
 KK0555  DYNAMIC HT  -        1642.800 (meters)    5389.75  (feet)  COMP
 KK0555  MODELED GRAV-     979,580.9   (mgal)                       NAVD 88
 KK0555
 KK0555  VERT ORDER  -  FIRST     CLASS II
 KK0555
 KK0555.The horizontal coordinates were scaled from a topographic map and have
 KK0555.an estimated accuracy of +/- 6 seconds.
 KK0555
 KK0555.The orthometric height was determined by differential leveling
 KK0555.and adjusted by the National Geodetic Survey in June 1991..
 KK0555
 KK0555.The geoid height was determined by GEOID03.
 KK0555
 KK0555.The dynamic height is computed by dividing the NAVD 88
 KK0555.geopotential number by the normal gravity value computed on the
 KK0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0555.degrees latitude (g = 980.6199 gals.).
 KK0555
 KK0555.The modeled gravity was interpolated from observed gravity values.
 KK0555
 KK0555;                    North         East    Units  Estimated Accuracy
 KK0555;SPC CO C     -   498,030.      954,880.      MT  (+/- 180 meters Scaled)
 KK0555
 KK0555                          SUPERSEDED SURVEY CONTROL
 KK0555
 KK0555  NGVD 29 (??/??/??) 1643.495  (m)         5392.03   (f) ADJUSTED    1 2
 KK0555
 KK0555.Superseded values are not recommended for survey control.
 KK0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0555.See file dsdata.txt to determine how the superseded data were derived.
 KK0555
 KK0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD975803(NAD 83)
 KK0555_MARKER: DB = BENCH MARK DISK
 KK0555_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KK0555_SP_SET: RR BRIDGE ABUTMENT
 KK0555_STAMPING: N 307 1951
 KK0555_MARK LOGO: CGS   
 KK0555_MAGNETIC: O = OTHER; SEE DESCRIPTION
 KK0555_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KK0555
 KK0555  HISTORY     - Date     Condition        Report By
 KK0555  HISTORY     - 1951     MONUMENTED       CGS
 KK0555  HISTORY     - 1955     GOOD             NGS
 KK0555  HISTORY     - 1982     GOOD             NGS
 KK0555  HISTORY     - 1983     GOOD             NGS
 KK0555  HISTORY     - 19940714 GOOD             MSAM
 KK0555
 KK0555                          STATION DESCRIPTION
 KK0555
 KK0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 KK0555'3 MI S FROM LITTLETON.
 KK0555'3.0 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN
 KK0555'RAILROAD FROM THE STATION AT LITTLETON, AT RAILROAD BRIDGE
 KK0555'13.19 WHICH IS OVER CLARK GULCH, 7 FEET WEST OF THE WEST RAIL, SET
 KK0555'IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF THE
 KK0555'BRIDGE.  63 FEET EAST OF THE CENTER LINE OF U.S. HIGHWAYS 85 AND
 KK0555'87.
 KK0555
 KK0555                          STATION RECOVERY (1955)
 KK0555
 KK0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0555'RECOVERED IN GOOD CONDITION.
 KK0555
 KK0555                          STATION RECOVERY (1982)
 KK0555
 KK0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0555'RECOVERED IN GOOD CONDITION.
 KK0555
 KK0555                          STATION RECOVERY (1983)
 KK0555
 KK0555'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0555'RECOVERED IN GOOD CONDITION.
 KK0555
 KK0555                          STATION RECOVERY (1994)
 KK0555
 KK0555'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1994 (MSH)
 KK0555'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0505 ***********************************************************************
 LL0505  DESIGNATION -  N 308
 LL0505  PID         -  LL0505
 LL0505  STATE/COUNTY-  CO/LARIMER
 LL0505  USGS QUAD   -  BUCKEYE (1978)
 LL0505
 LL0505                         *CURRENT SURVEY CONTROL
 LL0505  ___________________________________________________________________
 LL0505* NAD 83(1986)-  40 52 03.     (N)    105 03 48.     (W)     SCALED    
 LL0505* NAVD 88     -      1755.932  (meters)    5760.92   (feet)  ADJUSTED  
 LL0505  ___________________________________________________________________
 LL0505  GEOID HEIGHT-         -15.32  (meters)                     GEOID03
 LL0505  DYNAMIC HT  -        1754.417 (meters)    5755.95  (feet)  COMP
 LL0505  MODELED GRAV-     979,699.2   (mgal)                       NAVD 88
 LL0505
 LL0505  VERT ORDER  -  SECOND    CLASS 0
 LL0505
 LL0505.The horizontal coordinates were scaled from a topographic map and have
 LL0505.an estimated accuracy of +/- 6 seconds.
 LL0505
 LL0505.The orthometric height was determined by differential leveling
 LL0505.and adjusted by the National Geodetic Survey in June 1991..
 LL0505
 LL0505.The geoid height was determined by GEOID03.
 LL0505
 LL0505.The dynamic height is computed by dividing the NAVD 88
 LL0505.geopotential number by the normal gravity value computed on the
 LL0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0505.degrees latitude (g = 980.6199 gals.).
 LL0505
 LL0505.The modeled gravity was interpolated from observed gravity values.
 LL0505
 LL0505;                    North         East    Units  Estimated Accuracy
 LL0505;SPC CO N     -   475,240.      951,220.      MT  (+/- 180 meters Scaled)
 LL0505
 LL0505                          SUPERSEDED SURVEY CONTROL
 LL0505
 LL0505  NGVD 29 (??/??/92) 1754.930  (m)         5757.63   (f) ADJ UNCH    2 0
 LL0505
 LL0505.Superseded values are not recommended for survey control.
 LL0505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0505.See file dsdata.txt to determine how the superseded data were derived.
 LL0505
 LL0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF946240(NAD 83)
 LL0505_MARKER: DB = BENCH MARK DISK
 LL0505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0505_STAMPING: N 308 1952
 LL0505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0505+STABILITY: SURFACE MOTION
 LL0505
 LL0505  HISTORY     - Date     Condition        Report By
 LL0505  HISTORY     - 1952     MONUMENTED       CGS
 LL0505
 LL0505                          STATION DESCRIPTION
 LL0505
 LL0505'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0505'13.2 MI SW FROM CARR.
 LL0505'2.2 MILES NORTH ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 LL0505'RAILROAD STATION AT CARR, THENCE 0.5 MILE NORTH ALONG A GRAVELED
 LL0505'ROAD, THENCE 0.75 MILE WEST ALONG A GRAVELED ROAD, THENCE 0.85 MILE
 LL0505'NORTHWEST ALONG A GRAVELED ROAD, THENCE 2.45 MILE WEST ALONG A
 LL0505'GRAVELED ROAD, THENCE 0.6 MILE NORTHWEST ALONG A DIRT ROAD, THENCE
 LL0505'1.25 MILES SOUTHWEST ALONG A TRACK ROAD, THENCE 0.55 MILE SOUTH
 LL0505'ALONG A TRACK ROAD, THENCE 1.25 MILES SOUTHWEST ALONG A TRACK ROAD,
 LL0505'THENCE, 0.5 MILE SOUTH ALONG A TRACK ROAD, THENCE 0.8 MILE WEST ALONG
 LL0505'A TRACK ROAD, THENCE 0.65 MILE SOUTHEAST ALONG A TRACK ROAD, THENCE
 LL0505'0.4 MILE SOUTH ALONG A TRACK ROAD, THENCE 0.2 MILE WEST ALONG  A TRACK
 LL0505'ROAD, THENCE 0.3 MILE SOUTHWEST ALONG A TRACK ROAD, ON THE SOUTHWEST
 LL0505'SLOPE OF A HILL, 23.4 FEET NORTHWEST OF THE CENTER LINE OF A TRACK
 LL0505'ROAD LEADING SOUTHWEST, 3.9 FEET NORTHEAST OF A WITNESS POST,
 LL0505'0.95 MILE NORTHEAST OF BENCH MARK P 308, SET IN THE TOP OF A
 LL0505'CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0368 ***********************************************************************
 LL0368  DESIGNATION -  N 309
 LL0368  PID         -  LL0368
 LL0368  STATE/COUNTY-  CO/WELD
 LL0368  USGS QUAD   -  CHALK BLUFFS SE (1972)
 LL0368
 LL0368                         *CURRENT SURVEY CONTROL
 LL0368  ___________________________________________________________________
 LL0368* NAD 83(1986)-  40 52 12.     (N)    104 33 59.     (W)     SCALED    
 LL0368* NAVD 88     -      1623.440  (meters)    5326.24   (feet)  ADJUSTED  
 LL0368  ___________________________________________________________________
 LL0368  GEOID HEIGHT-         -17.50  (meters)                     GEOID03
 LL0368  DYNAMIC HT  -        1622.073 (meters)    5321.75  (feet)  COMP
 LL0368  MODELED GRAV-     979,725.6   (mgal)                       NAVD 88
 LL0368
 LL0368  VERT ORDER  -  SECOND    CLASS 0
 LL0368
 LL0368.The horizontal coordinates were scaled from a topographic map and have
 LL0368.an estimated accuracy of +/- 6 seconds.
 LL0368
 LL0368.The orthometric height was determined by differential leveling
 LL0368.and adjusted by the National Geodetic Survey in June 1991..
 LL0368
 LL0368.The geoid height was determined by GEOID03.
 LL0368
 LL0368.The dynamic height is computed by dividing the NAVD 88
 LL0368.geopotential number by the normal gravity value computed on the
 LL0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0368.degrees latitude (g = 980.6199 gals.).
 LL0368
 LL0368.The modeled gravity was interpolated from observed gravity values.
 LL0368
 LL0368;                    North         East    Units  Estimated Accuracy
 LL0368;SPC CO N     -   475,840.      993,110.      MT  (+/- 180 meters Scaled)
 LL0368
 LL0368                          SUPERSEDED SURVEY CONTROL
 LL0368
 LL0368  NGVD 29 (??/??/92) 1622.514  (m)         5323.20   (f) ADJ UNCH    2 0
 LL0368
 LL0368.Superseded values are not recommended for survey control.
 LL0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0368.See file dsdata.txt to determine how the superseded data were derived.
 LL0368
 LL0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF365244(NAD 83)
 LL0368_MARKER: DB = BENCH MARK DISK
 LL0368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0368_STAMPING: N 309 1952
 LL0368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0368+STABILITY: SURFACE MOTION
 LL0368
 LL0368  HISTORY     - Date     Condition        Report By
 LL0368  HISTORY     - 1952     MONUMENTED       CGS
 LL0368
 LL0368                          STATION DESCRIPTION
 LL0368
 LL0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0368'17.9 MI SE FROM CARR.
 LL0368'4.25 MILES EAST ALONG A GRAVELED ROAD FROM THE UNION PACIFIC
 LL0368'RAILROAD STATION AT CARR, THENCE 2.0 MILES SOUTH ALONG U.S.
 LL0368'HIGHWAY 85, THENCE 11.65 MILES EAST ALONG A GRAVELED ROAD, IN A
 LL0368'PASTURE, 249 FEET EAST OF THE EAST END OF A GATE, 56 FEET NORTH
 LL0368'OF THE CENTER LINE OF A GRAVELED ROAD, 14.7 FEET NORTH OF A FENCE,
 LL0368'2.2 FEET EAST OF A WITNESS POST, 1.2 MILES WEST OF BENCH MARK
 LL0368'J 310, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.3 FOOT
 LL0368'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HL0208 ***********************************************************************
 HL0208  DESIGNATION -  N 31
 HL0208  PID         -  HL0208
 HL0208  STATE/COUNTY-  CO/LA PLATA
 HL0208  USGS QUAD   -  TIFFANY (1968)
 HL0208
 HL0208                         *CURRENT SURVEY CONTROL
 HL0208  ___________________________________________________________________
 HL0208* NAD 83(1986)-  37 04 22.     (N)    107 36 59.     (W)     SCALED    
 HL0208* NAVD 88     -      1931.926  (meters)    6338.33   (feet)  ADJUSTED  
 HL0208  ___________________________________________________________________
 HL0208  GEOID HEIGHT-         -19.81  (meters)                     GEOID03
 HL0208  DYNAMIC HT  -        1929.415 (meters)    6330.09  (feet)  COMP
 HL0208  MODELED GRAV-     979,263.4   (mgal)                       NAVD 88
 HL0208
 HL0208  VERT ORDER  -  FIRST     CLASS II
 HL0208
 HL0208.The horizontal coordinates were scaled from a topographic map and have
 HL0208.an estimated accuracy of +/- 6 seconds.
 HL0208
 HL0208.The orthometric height was determined by differential leveling
 HL0208.and adjusted by the National Geodetic Survey in June 1991..
 HL0208
 HL0208.The geoid height was determined by GEOID03.
 HL0208
 HL0208.The dynamic height is computed by dividing the NAVD 88
 HL0208.geopotential number by the normal gravity value computed on the
 HL0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HL0208.degrees latitude (g = 980.6199 gals.).
 HL0208
 HL0208.The modeled gravity was interpolated from observed gravity values.
 HL0208
 HL0208;                    North         East    Units  Estimated Accuracy
 HL0208;SPC CO S     -   352,010.      726,210.      MT  (+/- 180 meters Scaled)
 HL0208
 HL0208                          SUPERSEDED SURVEY CONTROL
 HL0208
 HL0208  NGVD 29 (??/??/92) 1930.686  (m)         6334.26   (f) ADJ UNCH    1 2
 HL0208
 HL0208.Superseded values are not recommended for survey control.
 HL0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HL0208.See file dsdata.txt to determine how the superseded data were derived.
 HL0208
 HL0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBB674061(NAD 83)
 HL0208_MARKER: DB = BENCH MARK DISK
 HL0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HL0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HL0208_STAMPING: N 31 1934
 HL0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HL0208+STABILITY: SURFACE MOTION
 HL0208
 HL0208  HISTORY     - Date     Condition        Report By
 HL0208  HISTORY     - 1934     MONUMENTED       CGS
 HL0208
 HL0208                          STATION DESCRIPTION
 HL0208
 HL0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HL0208'2.61 MI SE FROM IGNACIO.
 HL0208'SET ALONG RIGHT OF WAY OF D.R.G. AND W. R.R. 27 FT. WEST OF CENTERLINE
 HL0208'OF R.R. TRACK.  36 FT. SOUTH WEST OF INTERSECTION OF R.R. TRACK AND
 HL0208'PRIVATE ROAD.  20 FT. NORTH OF PRIVATE ROAD.  600 FT. EAST OF COUNTY
 HL0208'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0024 ***********************************************************************
 LL0024  DESIGNATION -  N 310
 LL0024  PID         -  LL0024
 LL0024  STATE/COUNTY-  CO/WELD
 LL0024  USGS QUAD   -  GROVER SOUTH (1972)
 LL0024
 LL0024                         *CURRENT SURVEY CONTROL
 LL0024  ___________________________________________________________________
 LL0024* NAD 83(1986)-  40 52 15.     (N)    104 09 48.     (W)     SCALED    
 LL0024* NAVD 88     -      1562.984  (meters)    5127.89   (feet)  ADJUSTED  
 LL0024  ___________________________________________________________________
 LL0024  GEOID HEIGHT-         -18.26  (meters)                     GEOID03
 LL0024  DYNAMIC HT  -        1561.720 (meters)    5123.74  (feet)  COMP
 LL0024  MODELED GRAV-     979,760.6   (mgal)                       NAVD 88
 LL0024
 LL0024  VERT ORDER  -  SECOND    CLASS 0
 LL0024
 LL0024.The horizontal coordinates were scaled from a topographic map and have
 LL0024.an estimated accuracy of +/- 6 seconds.
 LL0024
 LL0024.The orthometric height was determined by differential leveling
 LL0024.and adjusted by the National Geodetic Survey in June 1991..
 LL0024
 LL0024.The geoid height was determined by GEOID03.
 LL0024
 LL0024.The dynamic height is computed by dividing the NAVD 88
 LL0024.geopotential number by the normal gravity value computed on the
 LL0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0024.degrees latitude (g = 980.6199 gals.).
 LL0024
 LL0024.The modeled gravity was interpolated from observed gravity values.
 LL0024
 LL0024;                    North         East    Units  Estimated Accuracy
 LL0024;SPC CO N     -   476,370.    1,027,080.      MT  (+/- 180 meters Scaled)
 LL0024
 LL0024                          SUPERSEDED SURVEY CONTROL
 LL0024
 LL0024  NGVD 29 (??/??/92) 1562.167  (m)         5125.21   (f) ADJ UNCH    2 0
 LL0024
 LL0024.Superseded values are not recommended for survey control.
 LL0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0024.See file dsdata.txt to determine how the superseded data were derived.
 LL0024
 LL0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF705247(NAD 83)
 LL0024_MARKER: DB = BENCH MARK DISK
 LL0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0024_STAMPING: N 310 1952
 LL0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0024+STABILITY: SURFACE MOTION
 LL0024
 LL0024  HISTORY     - Date     Condition        Report By
 LL0024  HISTORY     - 1952     MONUMENTED       CGS
 LL0024
 LL0024                          STATION DESCRIPTION
 LL0024
 LL0024'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0024'3.5 MI E FROM GROVER.
 LL0024'0.3 MILE NORTHWEST ALONG THE CHICAGO, BURLINGTON AND QUINCY RAILROAD
 LL0024'FROM THE STATION AT GROVER, THENCE 3.2 MILES EAST ALONG A GRADED DIRT
 LL0024'ROAD, 101 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST DIRT
 LL0024'ROAD, 70.2 FEET NORTH OF A FENCE CORNER, 29 FEET EAST OF THE CENTER
 LL0024'LINE OF A NORTH AND SOUTH GRAVELED ROAD, 2 FEET WEST OF A FENCE,
 LL0024'3.5 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 LL0024'POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0544 ***********************************************************************
 LL0544  CBN         -  This is a Cooperative Base Network Control Station.
 LL0544  DESIGNATION -  N 311
 LL0544  PID         -  LL0544
 LL0544  STATE/COUNTY-  CO/LARIMER
 LL0544  USGS QUAD   -  VIRGINIA DALE (1967)
 LL0544
 LL0544                         *CURRENT SURVEY CONTROL
 LL0544  ___________________________________________________________________
 LL0544* NAD 83(1992)-  40 53 05.55921(N)    105 16 50.63011(W)     ADJUSTED  
 LL0544* NAVD 88     -      1990.999  (meters)    6532.14   (feet)  ADJUSTED  
 LL0544  ___________________________________________________________________
 LL0544  X           -  -1,273,062.143 (meters)                     COMP
 LL0544  Y           -  -4,659,688.021 (meters)                     COMP
 LL0544  Z           -   4,154,060.300 (meters)                     COMP
 LL0544  LAPLACE CORR-         -14.14  (seconds)                    DEFLEC99
 LL0544  ELLIP HEIGHT-        1977.31  (meters)          (10/21/02) GPS OBS
 LL0544  GEOID HEIGHT-         -13.68  (meters)                     GEOID03
 LL0544  DYNAMIC HT  -        1989.223 (meters)    6526.31  (feet)  COMP
 LL0544  MODELED GRAV-     979,660.7   (mgal)                       NAVD 88
 LL0544
 LL0544  HORZ ORDER  -  B
 LL0544  VERT ORDER  -  SECOND    CLASS 0
 LL0544  ELLP ORDER  -  FOURTH    CLASS II
 LL0544
 LL0544.The horizontal coordinates were established by GPS observations
 LL0544.and adjusted by the National Geodetic Survey in May 1992..
 LL0544
 LL0544.The orthometric height was determined by differential leveling
 LL0544.and adjusted by the National Geodetic Survey in June 1991..
 LL0544.WARNING-GPS observations at this control monument resulted in a GPS
 LL0544.derived orthometric height which differed from the leveled height by
 LL0544.more than one decimeter (0.1 meter).
 LL0544
 LL0544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LL0544
 LL0544.The Laplace correction was computed from DEFLEC99 derived deflections.
 LL0544
 LL0544.The ellipsoidal height was determined by GPS observations
 LL0544.and is referenced to NAD 83.
 LL0544
 LL0544.The geoid height was determined by GEOID03.
 LL0544
 LL0544.The dynamic height is computed by dividing the NAVD 88
 LL0544.geopotential number by the normal gravity value computed on the
 LL0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0544.degrees latitude (g = 980.6199 gals.).
 LL0544
 LL0544.The modeled gravity was interpolated from observed gravity values.
 LL0544
 LL0544;                    North         East     Units Scale Factor Converg.
 LL0544;SPC CO N     -   477,100.196   932,882.478   MT  1.00001806   +0 08 30.0
 LL0544;SPC CO N     - 1,565,286.23  3,060,631.93   sFT  1.00001806   +0 08 30.0
 LL0544;UTM  13      - 4,526,015.432   476,349.082   MT  0.99960688   -0 11 01.5
 LL0544
 LL0544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LL0544!SPC CO N     -   0.99968993  x   1.00001806  =   0.99970799
 LL0544!UTM  13      -   0.99968993  x   0.99960688  =   0.99929693
 LL0544
 LL0544                          SUPERSEDED SURVEY CONTROL
 LL0544
 LL0544  NAD 83(1986)-  40 53 05.54709(N)    105 16 50.63187(W) AD(       ) 3
 LL0544  ELLIP H (05/26/92) 1977.33   (m)                       GP(       ) 4 1
 LL0544  NAVD 88 (03/31/98) 1991.00   (m)         6532.1    (f) LEVELING    3  
 LL0544  NAVD 88 (05/26/92) 1991.25   (m)         6533.0    (f) LEVELING    3  
 LL0544  NGVD 29 (??/??/92) 1989.939  (m)         6528.66   (f) ADJ UNCH    2 0
 LL0544
 LL0544.Superseded values are not recommended for survey control.
 LL0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0544.See file dsdata.txt to determine how the superseded data were derived.
 LL0544
 LL0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF7634926015(NAD 83)
 LL0544_MARKER: DB = BENCH MARK DISK
 LL0544_SETTING: 66 = SET IN ROCK OUTCROP
 LL0544_SP_SET: ROCK OUTCROP
 LL0544_STAMPING: N 311 1952
 LL0544_MARK LOGO: CGS   
 LL0544_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LL0544_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LL0544+STABILITY: POSITION/ELEVATION WELL
 LL0544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LL0544+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1997
 LL0544
 LL0544  HISTORY     - Date     Condition        Report By
 LL0544  HISTORY     - 1952     MONUMENTED       CGS
 LL0544  HISTORY     - 19910514 GOOD             NGS
 LL0544  HISTORY     - 19931001 GOOD             NGS
 LL0544  HISTORY     - 19970221 GOOD             NGS
 LL0544
 LL0544                          STATION DESCRIPTION
 LL0544
 LL0544'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0544'6.2 MI SE FROM VIRGINIA DALE.
 LL0544'6.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 287 FROM THE POST
 LL0544'OFFICE AT VIRGINIA DALE, 0.45 MILE NORTHWEST OF A GRAVELED ROAD
 LL0544'LEADING NORTHEAST, 66.3 FEET SOUTHWEST OF THE CENTER LINE OF THE
 LL0544'HIGHWAY, 18 FEET SOUTH OF AN 8 FOOT ROCK PINACLE, 2.8 FEET ABOVE
 LL0544'THE GROUND, 5.2 FEET SOUTHWEST OF A FENCE, SET IN THE TOP OF A
 LL0544'GRANITE OUTCROP.
 LL0544
 LL0544                          STATION RECOVERY (1991)
 LL0544
 LL0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 LL0544'STATION IS LOCATED ABOUT 35 KM (21.7 MI) NORTHWEST OF FORT COLLINS,
 LL0544'12.4 KM (7.7 MI) NORTHWEST OF THE FORKS, 13 KM (8.1 MI) SOUTH OF THE
 LL0544'COLORADO-WYOMING STATE LINE, ALONG US HIGHWAY 287, AT MILE 374.2,
 LL0544'ABOUT 75 M (246.1 FT) NORTHEAST OF THE HIGHWAY, ON THE RIGHT-OF-WAY
 LL0544'OF THE OLD HIGHWAY, IN THE NORTHWEST 1/4 OF SECTION 31, T 11 N, R 70
 LL0544'W. OWNERSHIP--DANIEL J. HAKE, 425 RED MOUNTAIN ROAD, LIVERMORE, CO
 LL0544'80536. PHONE IS 303-484-9207.
 LL0544'TO REACH FROM THE JUNCTION OF US HIGHWAY 287 AND STATE HIGHWAY 14,
 LL0544'ABOUT 16 KM (9.9 MI) NORTHWEST OF FORT COLLINS, GO NORTH ON HIGHWAY
 LL0544'287 FOR 18.02 KM (11.20 MI) TO A PAVED ROAD LEFT AT THE FORKS.
 LL0544'CONTINUE AHEAD ON HIGHWAY 287 FOR 11.75 KM (7.30 MI) TO A GRAVEL ROAD
 LL0544'RIGHT LEADING TO RED MOUNTAIN AND GRANITE CANYON.  CONTINUE AHEAD FOR
 LL0544'0.64 KM (0.40 MI) TO THE BEGINNING OF A ROAD CUT ON THE RIGHT.  BEAR
 LL0544'RIGHT AND WORK WAY ALONG RIGHT-OF-WAY FOR 100 M (328.1 FT) TO TOP OF
 LL0544'CUT AND THE STATION ON THE RIGHT ACROSS THE FENCE.
 LL0544'STATION MARK IS SET IN A DRILL HOLE IN THE NORTHWEST END OF OF AN
 LL0544'IRREGULAR-SHAPED OUTCROP AT GROUND LEVEL.  IT IS 5 M (16.4 FT) SOUTH
 LL0544'OF THE SOUTH END OF OF A VERTICAL OUTCROP, 20.1 M (65.9 FT) SOUTHWEST
 LL0544'OF, AND 3 M (9.8 FT) HIGHER THAN THE CENTER OF THE OLD HIGHWAY, 13.9
 LL0544'M (45.6 FT) NORTHEAST OF THE NEW RIGHT-OF-WAY FENCE, 36.3 M
 LL0544'(119.1 FT) NORTH-NORTHWEST OF TELEPHONE PEDESTAL LP1 AND 1.3 M
 LL0544'(4.3 FT) NORTHEAST OF A FIBERGLASS WITNESS POST.
 LL0544'DESCRIBED BY G.R.HEID
 LL0544
 LL0544                          STATION RECOVERY (1993)
 LL0544
 LL0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (AJL)
 LL0544'STATION IS LOCATED ABOUT 35 KM (21.75 MI) NORTHWEST OF FORT COLLINS,
 LL0544'12.4 KM (7.70 MI) NORTHWEST OF FORKS, 13 KM (8.05 MI) SOUTH OF THE
 LL0544'COLORADO-WYOMING STATE LINE, ALONG U.S. HIGHWAY 287, AT MILE 374.2,
 LL0544'ABOUT 75 M (246.1 FT) NORTHEAST OF THE HIGHWAY, ON THE RIGHT-OF-WAY OF
 LL0544'THE OLD HIGHWAY, IN THE NORTHWEST 1/4 OF SECTION 31, T 11 N, R 70 W.
 LL0544'OWNERSHIP--DANIEL J. HAKE, 425 RED MOUNTAIN ROAD, LIVERMORE, CO 80536.
 LL0544'PHONE IS 303-484-9207. TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 287
 LL0544'AND STATE HIGHWAY 14, ABOUT 16 KM (9.95 MI) NORTHWEST OF FORT COLLINS,
 LL0544'GO NORTH ON HIGHWAY 287 FOR 18.02 KM (11.20 MI) TO A PAVED ROAD LEFT
 LL0544'AT THE FORKS. CONTINUE AHEAD ON HIGHWAY 287 FOR 11.75 KM (7.30 MI) TO
 LL0544'A GRAVEL ROAD RIGHT LEADING TO RED MOUNTAIN AND GRANITE CANYON.
 LL0544'CONTINUE AHEAD FOR 0.64 KM (0.40 MI) TO THE BEGINNING OF A ROAD CUT ON
 LL0544'THE RIGHT.  BEAR RIGHT AND WORK WAY ALONG RIGHT-OF-WAY FOR 100 M
 LL0544'(328.1 FT) TO TOP OF CUT AND THE STATION ON THE RIGHT ACROSS FENCE.
 LL0544'STATION MARK IS SET IN A DRILL HOLE IN THE NORTHWEST END OF AN
 LL0544'IRREGULAR-SHAPED OUTCROP AT GROUND LEVEL.  IT IS 5 M (16.4 FT) SOUTH
 LL0544'OF THE SOUTH END OF A VERTICAL OUTCROP, 20.1 M (65.9 FT) SOUTHWEST OF,
 LL0544'AND 3 M (9.8 FT) HIGHER THAN THE CENTER OF THE OLD HIGHWAY, 13.9 M
 LL0544'(45.6 FT) NORTHEAST OF THE NEW RIGHT-OF-WAY FENCE, 36.3 M (119.1 FT)
 LL0544'NORTH-NORTHWEST OF TELEPHONE PEDESTAL LP1, AND 1.3 M (4.3 FT)
 LL0544'NORTHEAST OF A FIBERGLASS WITNESS POST.
 LL0544
 LL0544                          STATION RECOVERY (1997)
 LL0544
 LL0544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1997 (RSC)
 LL0544'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LK0339 ***********************************************************************
 LK0339  DESIGNATION -  N 312
 LK0339  PID         -  LK0339
 LK0339  STATE/COUNTY-  CO/WELD
 LK0339  USGS QUAD   -  BUCKINGHAM (1978)
 LK0339
 LK0339                         *CURRENT SURVEY CONTROL
 LK0339  ___________________________________________________________________
 LK0339* NAD 83(1986)-  40 34 26.     (N)    103 58 28.     (W)     SCALED    
 LK0339* NAVD 88     -      1520.372  (meters)    4988.09   (feet)  POSTED    
 LK0339  ___________________________________________________________________
 LK0339  GEOID HEIGHT-         -18.86  (meters)                     GEOID03
 LK0339  DYNAMIC HT  -        1519.140 (meters)    4984.05  (feet)  COMP
 LK0339  MODELED GRAV-     979,758.3   (mgal)                       NAVD 88
 LK0339
 LK0339  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LK0339
 LK0339.The horizontal coordinates were scaled from a topographic map and have
 LK0339.an estimated accuracy of +/- 6 seconds.
 LK0339
 LK0339.The orthometric height was determined by differential leveling
 LK0339.and adjusted by the National Geodetic Survey in 1992..
 LK0339.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LK0339.rate of 2.1 thru 3.0 mm/km.
 LK0339
 LK0339.The geoid height was determined by GEOID03.
 LK0339
 LK0339.The dynamic height is computed by dividing the NAVD 88
 LK0339.geopotential number by the normal gravity value computed on the
 LK0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LK0339.degrees latitude (g = 980.6199 gals.).
 LK0339
 LK0339.The modeled gravity was interpolated from observed gravity values.
 LK0339
 LK0339;                    North         East    Units  Estimated Accuracy
 LK0339;SPC CO N     -   443,650.    1,043,570.      MT  (+/- 180 meters Scaled)
 LK0339
 LK0339                          SUPERSEDED SURVEY CONTROL
 LK0339
 LK0339  NGVD 29 (??/??/92) 1519.635  (m)         4985.67   (f) ADJ UNCH    2 0
 LK0339
 LK0339.Superseded values are not recommended for survey control.
 LK0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LK0339.See file dsdata.txt to determine how the superseded data were derived.
 LK0339
 LK0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE868919(NAD 83)
 LK0339_MARKER: DB = BENCH MARK DISK
 LK0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LK0339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LK0339_STAMPING: N 312 1952
 LK0339_MARK LOGO: CGS   
 LK0339_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LK0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LK0339+STABILITY: SURFACE MOTION
 LK0339
 LK0339  HISTORY     - Date     Condition        Report By
 LK0339  HISTORY     - 1952     MONUMENTED       CGS
 LK0339  HISTORY     - 19810319 GOOD             NGS
 LK0339
 LK0339                          STATION DESCRIPTION
 LK0339
 LK0339'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LK0339'3.3 MI S FROM BUCKINGHAM.
 LK0339'0.3 MILE SOUTHEAST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 LK0339'BUCKINGHAM, THENCE 3.0 MILES SOUTH ALONG A GRAVELED ROAD, ACROSS
 LK0339'THE ROAD FROM A FARMHOUSE, 58 FEET NORTH OF THE NORTH END OF A GATE,
 LK0339'35 FEET WEST OF THE CENTER LINE OF THE ROAD, 15.5 FEET SOUTH OF A
 LK0339'POWER POLE, 4 FEET WEST OF A FENCE, 3.4 FEET NORTH OF A WITNESS
 LK0339'POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 LK0339'ABOVE THE GROUND.
 LK0339
 LK0339                          STATION RECOVERY (1981)
 LK0339
 LK0339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 LK0339'STATION RECOVERED AND IS GOOD CONDITION, N 312 IS A STANDARD BENCH
 LK0339'MARK STAMPED--N 312 1952--, SET IN THE TOP OF A ROUND CONCRETE
 LK0339'MONUMENT PROJECTING ABOUT 4 INCHES, 58 FEET (17.7 M) NORTH OF NORTH
 LK0339'END OF A GATE, 35 FEET (10.7 M) WEST OF THE CENTER OF THE GRAVELED
 LK0339'ROAD, 3.2 FEET (1.0 M) WEST OF A NORTH-SOUTH FENCE, 3.1 FEET (0.9 M)
 LK0339'WEST OF A METAL WITNESS POST, 15.5 FEET (4.7 M) SOUTH OF A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0229 ***********************************************************************
 LL0229  DESIGNATION -  N 314
 LL0229  PID         -  LL0229
 LL0229  STATE/COUNTY-  CO/WELD
 LL0229  USGS QUAD   -  GREELEY (1980)
 LL0229
 LL0229                         *CURRENT SURVEY CONTROL
 LL0229  ___________________________________________________________________
 LL0229* NAD 83(1986)-  40 25 29.     (N)    104 40 53.     (W)     SCALED    
 LL0229* NAVD 88     -      1413.982  (meters)    4639.04   (feet)  ADJUSTED  
 LL0229  ___________________________________________________________________
 LL0229  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 LL0229  DYNAMIC HT  -        1412.775 (meters)    4635.08  (feet)  COMP
 LL0229  MODELED GRAV-     979,723.0   (mgal)                       NAVD 88
 LL0229
 LL0229  VERT ORDER  -  FIRST     CLASS II
 LL0229
 LL0229.The horizontal coordinates were scaled from a topographic map and have
 LL0229.an estimated accuracy of +/- 6 seconds.
 LL0229
 LL0229.The orthometric height was determined by differential leveling
 LL0229.and adjusted by the National Geodetic Survey in June 1991..
 LL0229
 LL0229.The geoid height was determined by GEOID03.
 LL0229
 LL0229.The dynamic height is computed by dividing the NAVD 88
 LL0229.geopotential number by the normal gravity value computed on the
 LL0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0229.degrees latitude (g = 980.6199 gals.).
 LL0229
 LL0229.The modeled gravity was interpolated from observed gravity values.
 LL0229
 LL0229;                    North         East    Units  Estimated Accuracy
 LL0229;SPC CO N     -   426,300.      983,870.      MT  (+/- 180 meters Scaled)
 LL0229
 LL0229                          SUPERSEDED SURVEY CONTROL
 LL0229
 LL0229  NGVD 29 (??/??/92) 1413.097  (m)         4636.14   (f) ADJ UNCH    1 2
 LL0229
 LL0229.Superseded values are not recommended for survey control.
 LL0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0229.See file dsdata.txt to determine how the superseded data were derived.
 LL0229
 LL0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE270749(NAD 83)
 LL0229_MARKER: DB = BENCH MARK DISK
 LL0229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0229_SP_SET: FLOOD BOX
 LL0229_STAMPING: N 314 1956
 LL0229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0229
 LL0229  HISTORY     - Date     Condition        Report By
 LL0229  HISTORY     - 1956     MONUMENTED       CGS
 LL0229
 LL0229                          STATION DESCRIPTION
 LL0229
 LL0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 LL0229'0.4 MI E FROM GREELEY.
 LL0229'0.4 MILE EAST ALONG STATE HIGHWAY 263 FROM THE UNION PACIFIC
 LL0229'RAILROAD STATION AT GREELEY, 36 FEET NORTHWEST OF THE NORTHWEST
 LL0229'CORNER OF A WOODEN BRIDGE OVER THE CACHE LA POUDRE RIVER, 22 FEET
 LL0229'NORTH OF THE CENTER LINE OF THE HIGHWAY, 2.0 FEET BELOW THE LEVEL
 LL0229'OF THE HIGHWAY, SET IN THE TOP OF THE CENTER OF THE SOUTH HEADWALL
 LL0229'OF A CONCRETE FLOOD BOX, IN SECTION 1, TOWNSHIP 5 NORTH, RANGE 65
 LL0229'WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0230 ***********************************************************************
 LL0230  DESIGNATION -  N 314 RESET
 LL0230  PID         -  LL0230
 LL0230  STATE/COUNTY-  CO/WELD
 LL0230  USGS QUAD   -  GREELEY (1980)
 LL0230
 LL0230                         *CURRENT SURVEY CONTROL
 LL0230  ___________________________________________________________________
 LL0230* NAD 83(1986)-  40 25 29.     (N)    104 40 53.     (W)     SCALED    
 LL0230* NAVD 88     -      1413.91   (meters)    4638.8    (feet)  RESET     
 LL0230  ___________________________________________________________________
 LL0230  GEOID HEIGHT-         -18.23  (meters)                     GEOID03
 LL0230
 LL0230  VERT ORDER  -  THIRD
 LL0230
 LL0230.The horizontal coordinates were scaled from a topographic map and have
 LL0230.an estimated accuracy of +/- 6 seconds.
 LL0230
 LL0230.The orthometric height was computed from unverified reset data.
 LL0230
 LL0230.The geoid height was determined by GEOID03.
 LL0230
 LL0230;                    North         East    Units  Estimated Accuracy
 LL0230;SPC CO N     -   426,300.      983,870.      MT  (+/- 180 meters Scaled)
 LL0230
 LL0230                          SUPERSEDED SURVEY CONTROL
 LL0230
 LL0230.No superseded survey control is available for this station.
 LL0230
 LL0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE270749(NAD 83)
 LL0230_MARKER: DB = BENCH MARK DISK
 LL0230_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LL0230_SP_SET: BUILDING
 LL0230_STAMPING: N 314 RESET 1966
 LL0230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LL0230
 LL0230  HISTORY     - Date     Condition        Report By
 LL0230  HISTORY     - 1966     MONUMENTED       CODH
 LL0230  HISTORY     - 1966     GOOD             NGS
 LL0230  HISTORY     - 1983     MARK NOT FOUND   NGS
 LL0230
 LL0230                          STATION DESCRIPTION
 LL0230
 LL0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1966
 LL0230'0.4 MI E FROM GREELEY.
 LL0230'ABOUT 0.4 MILE EAST ALONG STATE HIGHWAY 263 FROM THE UNION
 LL0230'PACIFIC STATION AT GREELY, 32 FEET NORTH OF THE CENTER LINE OF
 LL0230'THE HIGHWAY, AND SET IN THE CONCRETE FOUNDATION.
 LL0230
 LL0230                          STATION RECOVERY (1983)
 LL0230
 LL0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0025 ***********************************************************************
 LM0025  DESIGNATION -  N 316
 LM0025  PID         -  LM0025
 LM0025  STATE/COUNTY-  CO/JACKSON
 LM0025  USGS QUAD   -  COWDREY (1956)
 LM0025
 LM0025                         *CURRENT SURVEY CONTROL
 LM0025  ___________________________________________________________________
 LM0025* NAD 83(1986)-  40 48 39.     (N)    106 17 59.     (W)     SCALED    
 LM0025* NAVD 88     -      2424.521  (meters)    7954.45   (feet)  ADJUSTED  
 LM0025  ___________________________________________________________________
 LM0025  GEOID HEIGHT-         -11.80  (meters)                     GEOID03
 LM0025  DYNAMIC HT  -        2422.031 (meters)    7946.28  (feet)  COMP
 LM0025  MODELED GRAV-     979,510.0   (mgal)                       NAVD 88
 LM0025
 LM0025  VERT ORDER  -  FIRST     CLASS II
 LM0025
 LM0025.The horizontal coordinates were scaled from a topographic map and have
 LM0025.an estimated accuracy of +/- 6 seconds.
 LM0025
 LM0025.The orthometric height was determined by differential leveling
 LM0025.and adjusted by the National Geodetic Survey in June 1991..
 LM0025
 LM0025.The geoid height was determined by GEOID03.
 LM0025
 LM0025.The dynamic height is computed by dividing the NAVD 88
 LM0025.geopotential number by the normal gravity value computed on the
 LM0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0025.degrees latitude (g = 980.6199 gals.).
 LM0025
 LM0025.The modeled gravity was interpolated from observed gravity values.
 LM0025
 LM0025;                    North         East    Units  Estimated Accuracy
 LM0025;SPC CO N     -   469,160.      846,930.      MT  (+/- 180 meters Scaled)
 LM0025
 LM0025                          SUPERSEDED SURVEY CONTROL
 LM0025
 LM0025  NGVD 29 (??/??/92) 2423.163  (m)         7949.99   (f) ADJ UNCH    1 2
 LM0025
 LM0025.Superseded values are not recommended for survey control.
 LM0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0025.See file dsdata.txt to determine how the superseded data were derived.
 LM0025
 LM0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCF903185(NAD 83)
 LM0025_MARKER: DB = BENCH MARK DISK
 LM0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0025_STAMPING: N 316 1956
 LM0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0025+STABILITY: SURFACE MOTION
 LM0025
 LM0025  HISTORY     - Date     Condition        Report By
 LM0025  HISTORY     - 1956     MONUMENTED       CGS
 LM0025
 LM0025                          STATION DESCRIPTION
 LM0025
 LM0025'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 LM0025'5.9 MI N FROM WALDEN.
 LM0025'5.9 MILES NORTH ALONG THE COALMONT BRANCH OF THE UNION PACIFIC
 LM0025'RAILROAD FROM THE STATION AT WALDEN, 9 POLES SOUTH OF MILEPOST 86, 0.3
 LM0025'MILE SOUTHEAST OF A RANCHHOUSE, 70 FEET WEST OF THE WEST RAIL, 69 FEET
 LM0025'NORTH OF THE NORTH END OF A CATTLE GUARD, 74 FEET NORTH OF THE CENTER
 LM0025'LINE OF A PRIVATE ROAD, 33 FEET WEST OF A TELEPHONE POLE, 2 FEET EAST
 LM0025'OF A FENCE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A
 LM0025'CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND, IN SECTION 30,
 LM0025'TOWNSHIP 10 NORTH, RANGE 79 WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0661 ***********************************************************************
 KK0661  DESIGNATION -  N 320
 KK0661  PID         -  KK0661
 KK0661  STATE/COUNTY-  CO/JEFFERSON
 KK0661  USGS QUAD   -  LOUISVILLE (1994)
 KK0661
 KK0661                         *CURRENT SURVEY CONTROL
 KK0661  ___________________________________________________________________
 KK0661* NAD 83(1986)-  39 52 50.     (N)    105 14 29.     (W)     SCALED    
 KK0661* NAVD 88     -      1900.101  (meters)    6233.91   (feet)  ADJUSTED  
 KK0661  ___________________________________________________________________
 KK0661  GEOID HEIGHT-         -15.64  (meters)                     GEOID03
 KK0661  DYNAMIC HT  -        1898.183 (meters)    6227.62  (feet)  COMP
 KK0661  MODELED GRAV-     979,549.6   (mgal)                       NAVD 88
 KK0661
 KK0661  VERT ORDER  -  FIRST     CLASS II
 KK0661
 KK0661.The horizontal coordinates were scaled from a topographic map and have
 KK0661.an estimated accuracy of +/- 6 seconds.
 KK0661
 KK0661.The orthometric height was determined by differential leveling
 KK0661.and adjusted by the National Geodetic Survey in June 1991..
 KK0661
 KK0661.The geoid height was determined by GEOID03.
 KK0661
 KK0661.The dynamic height is computed by dividing the NAVD 88
 KK0661.geopotential number by the normal gravity value computed on the
 KK0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0661.degrees latitude (g = 980.6199 gals.).
 KK0661
 KK0661.The modeled gravity was interpolated from observed gravity values.
 KK0661
 KK0661;                    North         East    Units  Estimated Accuracy
 KK0661;SPC CO C     -   532,100.      936,530.      MT  (+/- 180 meters Scaled)
 KK0661
 KK0661                          SUPERSEDED SURVEY CONTROL
 KK0661
 KK0661  NGVD 29 (??/??/??) 1899.105  (m)         6230.65   (f) ADJUSTED    1 2
 KK0661
 KK0661.Superseded values are not recommended for survey control.
 KK0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0661.See file dsdata.txt to determine how the superseded data were derived.
 KK0661
 KK0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE793145(NAD 83)
 KK0661_MARKER: DB = BENCH MARK DISK
 KK0661_SETTING: 80 = SET IN A BOULDER
 KK0661_STAMPING: N 320 1952
 KK0661_MARK LOGO: CGS   
 KK0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0661+STABILITY: SURFACE MOTION
 KK0661
 KK0661  HISTORY     - Date     Condition        Report By
 KK0661  HISTORY     - 1952     MONUMENTED       CGS
 KK0661  HISTORY     - 1982     GOOD             NGS
 KK0661  HISTORY     - 1984     GOOD             NGS
 KK0661
 KK0661                          STATION DESCRIPTION
 KK0661
 KK0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0661'11.8 MI NW FROM ARVADA.
 KK0661'10.25 MILES NORTHWEST ALONG THE DENVER AND SALT LAKE RAILROAD
 KK0661'FROM THE STATION AT ARVADA, THENCE 1.55 MILES NORTH ALONG STATE
 KK0661'HIGHWAY 93, 0.35 MILE SOUTH OF THE ENTRANCE TO THE ROCKY FLATS
 KK0661'ATOMIC PLANT, 120 FEET NORTHWEST OF THE WEST END OF A SMALL
 KK0661'CULVERT, 57 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 20
 KK0661'FEET NORTHWEST OF A WITNESS POST, 0.8 FOOT ABOVE THE GROUND,
 KK0661'SET IN THE TOP OF A 4X4 FOOT GRANITE BOULDER.
 KK0661
 KK0661                          STATION RECOVERY (1982)
 KK0661
 KK0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0661'20.4 M (67 FT) WEST OF THE CENTERLINE OF STATE HIGHWAY 93 AND 1.8 M
 KK0661'(6 FT) WEST -SOUTHWEST OF A FENCE POST WITH A WITNESS POST SIGN
 KK0661'ATTACHED.
 KK0661
 KK0661                          STATION RECOVERY (1984)
 KK0661
 KK0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 KK0661'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  14.6 KM
 KK0661'(9.05 MI) NORTHERLY ALONG STATE HIGHWAY 93 FROM ITS JUNCTION WITH
 KK0661'STATE HIGHWAY 58 IN GOLDEN, 0.5 KM (0.3 MI) SOUTH OF THE INTERSECTION
 KK0661'OF A PAVED ROAD LEADING EAST TO THE ROCKY FLATS PLANT, IN THE CENTER
 KK0661'OF A 4- BY 4-FOOT BOULDER, 36.6 METERS (120.1 FT) NORTHWEST OF THE
 KK0661'WEST END OF A SMALL CULVERT, 20.4 METERS (66.9 FT) WEST OF THE
 KK0661'CENTERLINE OF THE HIGHWAY, AND 1.8 METERS (5.9 FT) WEST OF A FENCE.
 KK0661'THE MARK IS 1.8 METERS  WSW FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0622 ***********************************************************************
 KK0622  DESIGNATION -  N 321
 KK0622  PID         -  KK0622
 KK0622  STATE/COUNTY-  CO/JEFFERSON
 KK0622  USGS QUAD   -  RALSTON BUTTES (1965)
 KK0622
 KK0622                         *CURRENT SURVEY CONTROL
 KK0622  ___________________________________________________________________
 KK0622* NAD 83(1986)-  39 51 39.     (N)    105 15 51.     (W)     SCALED    
 KK0622* NAVD 88     -      1972.645  (meters)    6471.92   (feet)  ADJUSTED  
 KK0622  ___________________________________________________________________
 KK0622  GEOID HEIGHT-         -15.35  (meters)                     GEOID03
 KK0622  DYNAMIC HT  -        1970.617 (meters)    6465.27  (feet)  COMP
 KK0622  MODELED GRAV-     979,527.8   (mgal)                       NAVD 88
 KK0622
 KK0622  VERT ORDER  -  SECOND    CLASS 0
 KK0622
 KK0622.The horizontal coordinates were scaled from a topographic map and have
 KK0622.an estimated accuracy of +/- 6 seconds.
 KK0622
 KK0622.The orthometric height was determined by differential leveling
 KK0622.and adjusted by the National Geodetic Survey in June 1991..
 KK0622
 KK0622.The geoid height was determined by GEOID03.
 KK0622
 KK0622.The dynamic height is computed by dividing the NAVD 88
 KK0622.geopotential number by the normal gravity value computed on the
 KK0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0622.degrees latitude (g = 980.6199 gals.).
 KK0622
 KK0622.The modeled gravity was interpolated from observed gravity values.
 KK0622
 KK0622;                    North         East    Units  Estimated Accuracy
 KK0622;SPC CO C     -   529,900.      934,580.      MT  (+/- 180 meters Scaled)
 KK0622
 KK0622                          SUPERSEDED SURVEY CONTROL
 KK0622
 KK0622  NGVD 29 (??/??/92) 1971.446  (m)         6467.99   (f) ADJ UNCH    2 0
 KK0622
 KK0622.Superseded values are not recommended for survey control.
 KK0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0622.See file dsdata.txt to determine how the superseded data were derived.
 KK0622
 KK0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE774123(NAD 83)
 KK0622_MARKER: DB = BENCH MARK DISK
 KK0622_SETTING: 80 = SET IN A BOULDER
 KK0622_STAMPING: N 321 1952
 KK0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0622+STABILITY: SURFACE MOTION
 KK0622
 KK0622  HISTORY     - Date     Condition        Report By
 KK0622  HISTORY     - 1952     MONUMENTED       CGS
 KK0622  HISTORY     - 1982     GOOD             NGS
 KK0622
 KK0622                          STATION DESCRIPTION
 KK0622
 KK0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0622'14.2 MI NW FROM ARVADA.
 KK0622'14.2 MILES NORTHWEST ALONG THE DENVER AND SALT LAKE RAILROAD
 KK0622'FROM THE STATION AT ARVADA, 0.3 MILE WEST OF BENCH MARK L 321,
 KK0622'6 1/2 POLES NORTHWEST OF MILEPOST 21, 104 FEET EAST OF THE EAST
 KK0622'RAIL OF THE MAIN TRACK, 70 FEET SOUTHEAST OF THE CENTER OF A WIRE
 KK0622'GATE, 5 FEET BELOW THE TOP OF THE RAILS, 0.7 FOOT ABOVE THE
 KK0622'TOP OF THE GROUND, SET IN THE TOP OF THE CENTER OF A 4X4 FOOT
 KK0622'GRANITE BOULDER.
 KK0622
 KK0622                          STATION RECOVERY (1982)
 KK0622
 KK0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0622'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0515 ***********************************************************************
 LL0515  DESIGNATION -  N 322
 LL0515  PID         -  LL0515
 LL0515  STATE/COUNTY-  CO/LARIMER
 LL0515  USGS QUAD   -  FORT COLLINS (1984)
 LL0515
 LL0515                         *CURRENT SURVEY CONTROL
 LL0515  ___________________________________________________________________
 LL0515* NAD 83(1986)-  40 34 42.     (N)    105 05 44.     (W)     SCALED    
 LL0515* NAVD 88     -      1533.351  (meters)    5030.67   (feet)  ADJUSTED  
 LL0515  ___________________________________________________________________
 LL0515  GEOID HEIGHT-         -15.76  (meters)                     GEOID03
 LL0515  DYNAMIC HT  -        1532.060 (meters)    5026.43  (feet)  COMP
 LL0515  MODELED GRAV-     979,728.9   (mgal)                       NAVD 88
 LL0515
 LL0515  VERT ORDER  -  SECOND    CLASS 0
 LL0515
 LL0515.The horizontal coordinates were scaled from a topographic map and have
 LL0515.an estimated accuracy of +/- 6 seconds.
 LL0515
 LL0515.The orthometric height was determined by differential leveling
 LL0515.and adjusted by the National Geodetic Survey in June 1991..
 LL0515
 LL0515.The geoid height was determined by GEOID03.
 LL0515
 LL0515.The dynamic height is computed by dividing the NAVD 88
 LL0515.geopotential number by the normal gravity value computed on the
 LL0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0515.degrees latitude (g = 980.6199 gals.).
 LL0515
 LL0515.The modeled gravity was interpolated from observed gravity values.
 LL0515
 LL0515;                    North         East    Units  Estimated Accuracy
 LL0515;SPC CO N     -   443,110.      948,650.      MT  (+/- 180 meters Scaled)
 LL0515
 LL0515                          SUPERSEDED SURVEY CONTROL
 LL0515
 LL0515  NGVD 29 (??/??/92) 1532.378  (m)         5027.48   (f) ADJ UNCH    2 0
 LL0515
 LL0515.Superseded values are not recommended for survey control.
 LL0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0515.See file dsdata.txt to determine how the superseded data were derived.
 LL0515
 LL0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE919919(NAD 83)
 LL0515_MARKER: DB = BENCH MARK DISK
 LL0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0515_STAMPING: N 322 1952
 LL0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0515+STABILITY: SURFACE MOTION
 LL0515
 LL0515  HISTORY     - Date     Condition        Report By
 LL0515  HISTORY     - 1952     MONUMENTED       CGS
 LL0515  HISTORY     - 1959     MARK NOT FOUND   USGS
 LL0515  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0515
 LL0515                          STATION DESCRIPTION
 LL0515
 LL0515'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0515'0.6 MI W FROM FORT COLLINS.
 LL0515'0.6 MILE WEST ALONG LAUREL STREET FROM AILEEN ROCKWALL HALL AT
 LL0515'COLORADO A. AND M. COLLEGE AT FORT COLLINS, AT A JUNCTION WITH
 LL0515'SHIELDS STREET, 120 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY
 LL0515'LEADING TO A LARGE HOUSE, 250 FEET NORTH OF THE CENTER LINE
 LL0515'OF LAUREL STREET, 3 FEET NORTH OF A TELEPHONE POLE, 2 FEET EAST
 LL0515'OF A WHITE BOARD FENCE, 2 FEET SOUTH OF A WITNESS POST, SET IN
 LL0515'THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 LL0515'GROUND.
 LL0515
 LL0515                          STATION RECOVERY (1959)
 LL0515
 LL0515'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 LL0515'MARK NOT FOUND.
 LL0515
 LL0515                          STATION RECOVERY (1984)
 LL0515
 LL0515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0955 ***********************************************************************
 LL0955  DESIGNATION -  N 324
 LL0955  PID         -  LL0955
 LL0955  STATE/COUNTY-  CO/LARIMER
 LL0955  USGS QUAD   -  GLENDEVEY (1967)
 LL0955
 LL0955                         *CURRENT SURVEY CONTROL
 LL0955  ___________________________________________________________________
 LL0955* NAD 83(1986)-  40 52 28.     (N)    105 56 12.     (W)     SCALED    
 LL0955* NAVD 88     -      2470.613  (meters)    8105.67   (feet)  ADJUSTED  
 LL0955  ___________________________________________________________________
 LL0955  GEOID HEIGHT-         -11.09  (meters)                     GEOID03
 LL0955  DYNAMIC HT  -        2468.161 (meters)    8097.62  (feet)  COMP
 LL0955  MODELED GRAV-     979,541.9   (mgal)                       NAVD 88
 LL0955
 LL0955  VERT ORDER  -  SECOND    CLASS 0
 LL0955
 LL0955.The horizontal coordinates were scaled from a topographic map and have
 LL0955.an estimated accuracy of +/- 6 seconds.
 LL0955
 LL0955.The orthometric height was determined by differential leveling
 LL0955.and adjusted by the National Geodetic Survey in June 1991..
 LL0955
 LL0955.The geoid height was determined by GEOID03.
 LL0955
 LL0955.The dynamic height is computed by dividing the NAVD 88
 LL0955.geopotential number by the normal gravity value computed on the
 LL0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0955.degrees latitude (g = 980.6199 gals.).
 LL0955
 LL0955.The modeled gravity was interpolated from observed gravity values.
 LL0955
 LL0955;                    North         East    Units  Estimated Accuracy
 LL0955;SPC CO N     -   476,010.      877,590.      MT  (+/- 180 meters Scaled)
 LL0955
 LL0955                          SUPERSEDED SURVEY CONTROL
 LL0955
 LL0955  NGVD 29 (??/??/92) 2469.342  (m)         8101.50   (f) ADJ UNCH    2 0
 LL0955
 LL0955.Superseded values are not recommended for survey control.
 LL0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0955.See file dsdata.txt to determine how the superseded data were derived.
 LL0955
 LL0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDF210252(NAD 83)
 LL0955_MARKER: DB = BENCH MARK DISK
 LL0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0955_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0955_STAMPING: N 324 1951
 LL0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0955+STABILITY: SURFACE MOTION
 LL0955
 LL0955  HISTORY     - Date     Condition        Report By
 LL0955  HISTORY     - 1951     MONUMENTED       CGS
 LL0955
 LL0955                          STATION DESCRIPTION
 LL0955
 LL0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0955'5.6 MI NE FROM GLENDEVEY.
 LL0955'5.55 MILES NORTHEAST ALONG A WINDING GRAVELED ROAD FROM THE
 LL0955'GROCERY STORE AT GLENDEVEY LODGE, 45 FEET NORTH OF THE CENTER
 LL0955'LINE OF THE ROAD, 5 FEET SOUTH OF A WITNESS POST, SET IN THE
 LL0955'TOP OF A CONCRETE POST WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0929 ***********************************************************************
 LL0929  DESIGNATION -  N 325
 LL0929  PID         -  LL0929
 LL0929  STATE/COUNTY-  CO/LARIMER
 LL0929  USGS QUAD   -  CHAMBERS LAKE (1977)
 LL0929
 LL0929                         *CURRENT SURVEY CONTROL
 LL0929  ___________________________________________________________________
 LL0929* NAD 83(1986)-  40 36 02.     (N)    105 50 52.     (W)     SCALED    
 LL0929* NAVD 88     -      2796.700  (meters)    9175.51   (feet)  ADJUSTED  
 LL0929  ___________________________________________________________________
 LL0929  GEOID HEIGHT-         -11.19  (meters)                     GEOID03
 LL0929  DYNAMIC HT  -        2793.641 (meters)    9165.47  (feet)  COMP
 LL0929  MODELED GRAV-     979,428.6   (mgal)                       NAVD 88
 LL0929
 LL0929  VERT ORDER  -  SECOND    CLASS 0
 LL0929
 LL0929.The horizontal coordinates were scaled from a topographic map and have
 LL0929.an estimated accuracy of +/- 6 seconds.
 LL0929
 LL0929.The orthometric height was determined by differential leveling
 LL0929.and adjusted by the National Geodetic Survey in June 1991..
 LL0929
 LL0929.The geoid height was determined by GEOID03.
 LL0929
 LL0929.The dynamic height is computed by dividing the NAVD 88
 LL0929.geopotential number by the normal gravity value computed on the
 LL0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0929.degrees latitude (g = 980.6199 gals.).
 LL0929
 LL0929.The modeled gravity was interpolated from observed gravity values.
 LL0929
 LL0929;                    North         East    Units  Estimated Accuracy
 LL0929;SPC CO N     -   445,560.      884,970.      MT  (+/- 180 meters Scaled)
 LL0929
 LL0929                          SUPERSEDED SURVEY CONTROL
 LL0929
 LL0929  NGVD 29 (??/??/92) 2795.264  (m)         9170.80   (f) ADJ UNCH    2 0
 LL0929
 LL0929.Superseded values are not recommended for survey control.
 LL0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0929.See file dsdata.txt to determine how the superseded data were derived.
 LL0929
 LL0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE282947(NAD 83)
 LL0929_MARKER: DB = BENCH MARK DISK
 LL0929_SETTING: 80 = SET IN A BOULDER
 LL0929_STAMPING: N 325 1951
 LL0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0929+STABILITY: SURFACE MOTION
 LL0929
 LL0929  HISTORY     - Date     Condition        Report By
 LL0929  HISTORY     - 1951     MONUMENTED       CGS
 LL0929
 LL0929                          STATION DESCRIPTION
 LL0929
 LL0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0929'0.3 MI SW FROM CHAMBERS LAKE.
 LL0929'0.3 MILE SOUTHWEST ALONG STATE HIGHWAY 14 FROM THE ROAD JUNCTION
 LL0929'AT CHAMBERS LAKE, 20 FEET SOUTHEAST OF THE CENTER LINE OF THE
 LL0929'HIGHWAY, 5.5 FEET NORTHEAST OF A WITNESS POST, 5 FEET ABOVE THE
 LL0929'LEVEL OF THE HIGHWAY, SET IN THE TOP OF A LARGE GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0666 ***********************************************************************
 LL0666  DESIGNATION -  N 326
 LL0666  PID         -  LL0666
 LL0666  STATE/COUNTY-  CO/BOULDER
 LL0666  USGS QUAD   -  RAYMOND (1978)
 LL0666
 LL0666                         *CURRENT SURVEY CONTROL
 LL0666  ___________________________________________________________________
 LL0666* NAD 83(1986)-  40 09 02.     (N)    105 28 07.     (W)     SCALED    
 LL0666* NAVD 88     -      2401.663  (meters)    7879.46   (feet)  ADJUSTED  
 LL0666  ___________________________________________________________________
 LL0666  GEOID HEIGHT-         -13.43  (meters)                     GEOID03
 LL0666  DYNAMIC HT  -        2399.120 (meters)    7871.11  (feet)  COMP
 LL0666  MODELED GRAV-     979,480.1   (mgal)                       NAVD 88
 LL0666
 LL0666  VERT ORDER  -  SECOND    CLASS 0
 LL0666
 LL0666.The horizontal coordinates were scaled from a topographic map and have
 LL0666.an estimated accuracy of +/- 6 seconds.
 LL0666
 LL0666.The orthometric height was determined by differential leveling
 LL0666.and adjusted by the National Geodetic Survey in June 1991..
 LL0666
 LL0666.The geoid height was determined by GEOID03.
 LL0666
 LL0666.The dynamic height is computed by dividing the NAVD 88
 LL0666.geopotential number by the normal gravity value computed on the
 LL0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0666.degrees latitude (g = 980.6199 gals.).
 LL0666
 LL0666.The modeled gravity was interpolated from observed gravity values.
 LL0666
 LL0666;                    North         East    Units  Estimated Accuracy
 LL0666;SPC CO N     -   395,540.      917,080.      MT  (+/- 180 meters Scaled)
 LL0666
 LL0666                          SUPERSEDED SURVEY CONTROL
 LL0666
 LL0666  NGVD 29 (??/??/92) 2400.384  (m)         7875.26   (f) ADJ UNCH    2 0
 LL0666
 LL0666.Superseded values are not recommended for survey control.
 LL0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0666.See file dsdata.txt to determine how the superseded data were derived.
 LL0666
 LL0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE600445(NAD 83)
 LL0666_MARKER: DB = BENCH MARK DISK
 LL0666_SETTING: 80 = SET IN A BOULDER
 LL0666_STAMPING: N 326 1951
 LL0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0666+STABILITY: SURFACE MOTION
 LL0666
 LL0666  HISTORY     - Date     Condition        Report By
 LL0666  HISTORY     - 1951     MONUMENTED       CGS
 LL0666  HISTORY     - 19990913 MARK NOT FOUND   USPSQD
 LL0666  HISTORY     - 20010331 MARK NOT FOUND   NGS
 LL0666
 LL0666                          STATION DESCRIPTION
 LL0666
 LL0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0666'1.1 MI SW FROM RAYMOND.
 LL0666'1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 160 FROM ITS JUNCTION
 LL0666'WITH STATE HIGHWAY 7 AT RAYMOND, BETWEEN THE HIGHWAY AND A
 LL0666'CREEK, 45 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, SET IN THE
 LL0666'TOP OF A GRANITE BOULDER.
 LL0666
 LL0666                          STATION RECOVERY (1999)
 LL0666
 LL0666'RECOVERY NOTE BY US POWER SQUADRON 1999
 LL0666'MARK NOT FOUND.
 LL0666
 LL0666                          STATION RECOVERY (2001)
 LL0666
 LL0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 LL0666'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0920 ***********************************************************************
 LL0920  DESIGNATION -  N 327
 LL0920  PID         -  LL0920
 LL0920  STATE/COUNTY-  CO/LARIMER
 LL0920  USGS QUAD   -  CHAMBERS LAKE (1977)
 LL0920
 LL0920                         *CURRENT SURVEY CONTROL
 LL0920  ___________________________________________________________________
 LL0920* NAD 83(1986)-  40 32 07.     (N)    105 47 45.     (W)     SCALED    
 LL0920* NAVD 88     -      3132.889  (meters)   10278.49   (feet)  ADJUSTED  
 LL0920  ___________________________________________________________________
 LL0920  GEOID HEIGHT-         -11.25  (meters)                     GEOID03
 LL0920  DYNAMIC HT  -        3129.285 (meters)   10266.66  (feet)  COMP
 LL0920  MODELED GRAV-     979,358.8   (mgal)                       NAVD 88
 LL0920
 LL0920  VERT ORDER  -  SECOND    CLASS 0
 LL0920
 LL0920.The horizontal coordinates were scaled from a topographic map and have
 LL0920.an estimated accuracy of +/- 6 seconds.
 LL0920
 LL0920.The orthometric height was determined by differential leveling
 LL0920.and adjusted by the National Geodetic Survey in June 1991..
 LL0920
 LL0920.The geoid height was determined by GEOID03.
 LL0920
 LL0920.The dynamic height is computed by dividing the NAVD 88
 LL0920.geopotential number by the normal gravity value computed on the
 LL0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0920.degrees latitude (g = 980.6199 gals.).
 LL0920
 LL0920.The modeled gravity was interpolated from observed gravity values.
 LL0920
 LL0920;                    North         East    Units  Estimated Accuracy
 LL0920;SPC CO N     -   438,300.      889,340.      MT  (+/- 180 meters Scaled)
 LL0920
 LL0920                          SUPERSEDED SURVEY CONTROL
 LL0920
 LL0920  NGVD 29 (??/??/92) 3131.352  (m)        10273.44   (f) ADJ UNCH    2 0
 LL0920
 LL0920.Superseded values are not recommended for survey control.
 LL0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0920.See file dsdata.txt to determine how the superseded data were derived.
 LL0920
 LL0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE326874(NAD 83)
 LL0920_MARKER: DB = BENCH MARK DISK
 LL0920_SETTING: 80 = SET IN A BOULDER
 LL0920_STAMPING: N 327 1951
 LL0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0920+STABILITY: SURFACE MOTION
 LL0920
 LL0920  HISTORY     - Date     Condition        Report By
 LL0920  HISTORY     - 1951     MONUMENTED       CGS
 LL0920
 LL0920                          STATION DESCRIPTION
 LL0920
 LL0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0920'9.4 MI SE FROM CHAMBERS LAKE.
 LL0920'3.0 MILES SOUTHWEST ALONG STATE HIGHWAY 14 FROM THE ROAD JUNCTION
 LL0920'AT CHAMBERS LAKE, THENCE 6.4 MILES SOUTHEAST ALONG A WINDING
 LL0920'ROAD LEADING TO LONG DRAW RESERVOIR, AT THE FOOT OF A ROCK CLIFF,
 LL0920'12 FEET WEST OF THE CENTER LINE OF THE ROAD, 14 FEET NORTHEAST
 LL0920'OF A 12 INCH TRIANGULAR BLAZED PINE TREE, 4 FEET ABOVE THE
 LL0920'LEVEL OF THE ROAD, SET IN THE TOP OF A LARGE GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 AE7670 ***********************************************************************
 AE7670  DESIGNATION -  N 328 RESET
 AE7670  PID         -  AE7670
 AE7670  STATE/COUNTY-  CO/BOULDER
 AE7670  USGS QUAD   -  TUNGSTEN (1972)
 AE7670
 AE7670                         *CURRENT SURVEY CONTROL
 AE7670  ___________________________________________________________________
 AE7670* NAD 83(1986)-  39 59 17.     (N)    105 29 44.     (W)     SCALED    
 AE7670* NAVD 88     -      2482.95   (meters)    8146.1    (feet)  RESET     
 AE7670  ___________________________________________________________________
 AE7670  GEOID HEIGHT-         -13.39  (meters)                     GEOID03
 AE7670
 AE7670  VERT ORDER  -  THIRD
 AE7670
 AE7670.The horizontal coordinates were scaled from a topographic map and have
 AE7670.an estimated accuracy of +/- 6 seconds.
 AE7670
 AE7670.The orthometric height was computed from unverified reset data.
 AE7670
 AE7670.The geoid height was determined by GEOID03.
 AE7670
 AE7670;                    North         East    Units  Estimated Accuracy
 AE7670;SPC CO N     -   377,490.      914,780.      MT  (+/- 180 meters Scaled)
 AE7670
 AE7670                          SUPERSEDED SURVEY CONTROL
 AE7670
 AE7670.No superseded survey control is available for this station.
 AE7670
 AE7670_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE576265(NAD 83)
 AE7670_MARKER: DV = VERTICAL CONTROL DISK
 AE7670_SETTING: 66 = SET IN ROCK OUTCROP
 AE7670_STAMPING: N 328 RESET 1993
 AE7670_MARK LOGO: NGS   
 AE7670_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE7670_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AE7670+STABILITY: POSITION/ELEVATION WELL
 AE7670
 AE7670  HISTORY     - Date     Condition        Report By
 AE7670  HISTORY     - 1993     MONUMENTED       NGS
 AE7670
 AE7670                          STATION DESCRIPTION
 AE7670
 AE7670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RSC)
 AE7670'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTH-NORTHEAST OF
 AE7670'NEDERLAND, 1.7 MI (2.7 KM) NORTH-NORTHWEST OF BARKER DAM AND 0.1 MI
 AE7670'(0.2 KM) SOUTH OF NORTH BOULDER CREEK, IN THE SOUTHWEST 1/4 OF SECTION
 AE7670'6, T 1 S, R 72 W.  OWNERSHIP--COLORADO DEPT.  OF TRANSPORTATION
 AE7670'RIGHT-OF-WAY. TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AE7670'HIGHWAY 72 AND STATE HIGHWAY 119 IN NEDERLAND, GO NORTHERLY ON STATE
 AE7670'HIGHWAY 72 FOR 3.1 MI (5.0 KM) TO THE STATION ON THE RIGHT, JUST PAST
 AE7670'THE SIDE ROAD RIGHT, COLD SPRING DRIVE. THE MARK IS A STANDARD DISK
 AE7670'SET IN A DRILL HOLE IN A LARGE ROCK OUTCROP.  IT IS 37.7 M (123.7 FT)
 AE7670'NORTH OF THE CENTER OF THE INTERSECTION OF COLD SPRING DRIVE AND STATE
 AE7670'HIGHWAY 72, 16.5 M (54.1 FT) WEST OF THE CENTER OF THE DIRT ROAD (COLD
 AE7670'SPRING DRIVE) , 11.4 M (37.4 FT) EAST OF THE CENTER LINE OF STATE
 AE7670'HIGHWAY 72, 1.0 M (3.3 FT) NORTH OF A WITNESS POST, ABOUT 1.2 M (3.9
 AE7670'FT) ABOVE THE DIRT ROAD AND ABOUT 0.9 M (3.0 FT) LOWER THAN THE
 AE7670'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0256 ***********************************************************************
 LL0256  DESIGNATION -  N 329
 LL0256  PID         -  LL0256
 LL0256  STATE/COUNTY-  CO/WELD
 LL0256  USGS QUAD   -  GOWANDA (1979)
 LL0256
 LL0256                         *CURRENT SURVEY CONTROL
 LL0256  ___________________________________________________________________
 LL0256* NAD 83(1986)-  40 12 16.     (N)    104 58 46.     (W)     SCALED    
 LL0256* NAVD 88     -      1517.734  (meters)    4979.43   (feet)  POSTED    
 LL0256  ___________________________________________________________________
 LL0256  GEOID HEIGHT-         -17.44  (meters)                     GEOID03
 LL0256  DYNAMIC HT  -        1516.380 (meters)    4974.99  (feet)  COMP
 LL0256  MODELED GRAV-     979,678.3   (mgal)                       NAVD 88
 LL0256
 LL0256  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LL0256
 LL0256.The horizontal coordinates were scaled from a topographic map and have
 LL0256.an estimated accuracy of +/- 6 seconds.
 LL0256
 LL0256.The orthometric height was determined by differential leveling
 LL0256.and adjusted by the National Geodetic Survey in 1992..
 LL0256.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LL0256.rate of 0.0 thru 1.0 mm/km.
 LL0256
 LL0256.The geoid height was determined by GEOID03.
 LL0256
 LL0256.The dynamic height is computed by dividing the NAVD 88
 LL0256.geopotential number by the normal gravity value computed on the
 LL0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0256.degrees latitude (g = 980.6199 gals.).
 LL0256
 LL0256.The modeled gravity was interpolated from observed gravity values.
 LL0256
 LL0256;                    North         East    Units  Estimated Accuracy
 LL0256;SPC CO N     -   401,650.      958,720.      MT  (+/- 180 meters Scaled)
 LL0256
 LL0256                          SUPERSEDED SURVEY CONTROL
 LL0256
 LL0256  NGVD 29 (??/??/92) 1516.797  (m)         4976.36   (f) ADJ UNCH    2 0
 LL0256
 LL0256.Superseded values are not recommended for survey control.
 LL0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0256.See file dsdata.txt to determine how the superseded data were derived.
 LL0256
 LL0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE017504(NAD 83)
 LL0256_MARKER: DB = BENCH MARK DISK
 LL0256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0256_STAMPING: N 329 1951
 LL0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0256+STABILITY: SURFACE MOTION
 LL0256
 LL0256  HISTORY     - Date     Condition        Report By
 LL0256  HISTORY     - 1951     MONUMENTED       CGS
 LL0256  HISTORY     - 1983     MARK NOT FOUND   NGS
 LL0256  HISTORY     - 20040808 MARK NOT FOUND   USPSQD
 LL0256
 LL0256                          STATION DESCRIPTION
 LL0256
 LL0256'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 LL0256'8 MI NE FROM LONGMONT.
 LL0256'1.55 MILES NORTH ALONG U.S. HIGHWAYS 87 AND 287 FROM THE ENTRANCE
 LL0256'TO THE CEMETERY AT LONGMONT, THENCE 6.5 MILES EAST ALONG STATE
 LL0256'HIGHWAY 66, AT A JUNCTION WITH STATE HIGHWAY 185, 49 FEET WEST OF
 LL0256'THE CENTER LINE OF STATE HIGHWAY 185, 39 FEET SOUTH OF THE CENTER LINE
 LL0256'OF STATE HIGHWAY 66, 6.6 FT. SOUTH OF A FENCE CORNER, 13 FT. NORTH OF
 LL0256'THE CENTER OF A WIRE GATE, 13 FEET EAST OF A FENCE, 3.6 FEET NORTH
 LL0256'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 LL0256'0.6 FOOT ABOVE THE GROUND.
 LL0256
 LL0256                          STATION RECOVERY (1983)
 LL0256
 LL0256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LL0256'MARK NOT FOUND.
 LL0256
 LL0256                          STATION RECOVERY (2004)
 LL0256
 LL0256'RECOVERY NOTE BY US POWER SQUADRON 2004 (GWS)
 LL0256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HK0362 ***********************************************************************
 HK0362  CBN         -  This is a Cooperative Base Network Control Station.
 HK0362  DESIGNATION -  N 33
 HK0362  PID         -  HK0362
 HK0362  STATE/COUNTY-  CO/ALAMOSA
 HK0362  USGS QUAD   -  HOOPER EAST (1968)
 HK0362
 HK0362                         *CURRENT SURVEY CONTROL
 HK0362  ___________________________________________________________________
 HK0362* NAD 83(1992)-  37 39 03.80906(N)    105 52 09.25914(W)     ADJUSTED  
 HK0362* NAVD 88     -      2303.717  (meters)    7558.11   (feet)  ADJUSTED  
 HK0362  ___________________________________________________________________
 HK0362  X           -  -1,383,071.602 (meters)                     COMP
 HK0362  Y           -  -4,865,222.893 (meters)                     COMP
 HK0362  Z           -   3,876,248.881 (meters)                     COMP
 HK0362  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 HK0362  ELLIP HEIGHT-        2287.18  (meters)          (10/21/02) GPS OBS
 HK0362  GEOID HEIGHT-         -16.55  (meters)                     GEOID03
 HK0362  DYNAMIC HT  -        2300.750 (meters)    7548.38  (feet)  COMP
 HK0362  MODELED GRAV-     979,259.4   (mgal)                       NAVD 88
 HK0362
 HK0362  HORZ ORDER  -  B
 HK0362  VERT ORDER  -  FIRST     CLASS II
 HK0362  ELLP ORDER  -  FOURTH    CLASS II
 HK0362
 HK0362.The horizontal coordinates were established by GPS observations
 HK0362.and adjusted by the National Geodetic Survey in May 1992..
 HK0362
 HK0362.The orthometric height was determined by differential leveling
 HK0362.and adjusted by the National Geodetic Survey in June 1991..
 HK0362
 HK0362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 HK0362
 HK0362.The Laplace correction was computed from DEFLEC99 derived deflections.
 HK0362
 HK0362.The ellipsoidal height was determined by GPS observations
 HK0362.and is referenced to NAD 83.
 HK0362
 HK0362.The geoid height was determined by GEOID03.
 HK0362
 HK0362.The dynamic height is computed by dividing the NAVD 88
 HK0362.geopotential number by the normal gravity value computed on the
 HK0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HK0362.degrees latitude (g = 980.6199 gals.).
 HK0362
 HK0362.The modeled gravity was interpolated from observed gravity values.
 HK0362
 HK0362;                    North         East     Units Scale Factor Converg.
 HK0362;SPC CO S     -   414,116.279   881,819.323   MT  0.99995048   -0 13 35.3
 HK0362;SPC CO S     - 1,358,646.49  2,893,102.23   sFT  0.99995048   -0 13 35.3
 HK0362;UTM  13      - 4,167,455.650   423,322.222   MT  0.99967242   -0 31 51.6
 HK0362
 HK0362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 HK0362!SPC CO S     -   0.99964122  x   0.99995048  =   0.99959172
 HK0362!UTM  13      -   0.99964122  x   0.99967242  =   0.99931376
 HK0362
 HK0362                          SUPERSEDED SURVEY CONTROL
 HK0362
 HK0362  NAD 83(1986)-  37 39 03.80781(N)    105 52 09.26320(W) AD(       ) 3
 HK0362  ELLIP H (05/26/92) 2287.17   (m)                       GP(       ) 4 1
 HK0362  NAVD 88 (05/26/92) 2303.72   (m)         7558.1    (f) LEVELING    3  
 HK0362  NGVD 29 (??/??/92) 2302.567  (m)         7554.34   (f) ADJ UNCH    1 2
 HK0362
 HK0362.Superseded values are not recommended for survey control.
 HK0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HK0362.See file dsdata.txt to determine how the superseded data were derived.
 HK0362
 HK0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDB2332267456(NAD 83)
 HK0362_MARKER: DB = BENCH MARK DISK
 HK0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HK0362_SP_SET: CONCRETE POST
 HK0362_STAMPING: N 33 1933 7554.338
 HK0362_MARK LOGO: CGS   
 HK0362_PROJECTION: PROJECTING 15 CENTIMETERS
 HK0362_MAGNETIC: N = NO MAGNETIC MATERIAL
 HK0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HK0362+STABILITY: SURFACE MOTION
 HK0362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 HK0362+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1999
 HK0362
 HK0362  HISTORY     - Date     Condition        Report By
 HK0362  HISTORY     - 1933     MONUMENTED       CGS
 HK0362  HISTORY     - 1967     GOOD             NGS
 HK0362  HISTORY     - 1985     GOOD             NGS
 HK0362  HISTORY     - 19910605 GOOD             NGS
 HK0362  HISTORY     - 19990406 GOOD             MSAM
 HK0362
 HK0362                          STATION DESCRIPTION
 HK0362
 HK0362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 HK0362'AT MOSCA.
 HK0362'AT MOSCA, MAIN HIGHWAY CROSSING, 190 FEET EAST OF STATE HWY. 17,50
 HK0362'FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD, ABOUT 75 FEET EAST OF
 HK0362'THE CENTERLINE OF THE RAILROAD TRACK AND 75 FEET SOUTH OF THE
 HK0362'CENTERLINE OF THE STREET CROSSING THE TRACKS.  THIS STREET BEING THE
 HK0362'CONTINUATION OF A ROAD RUNNING EAST FROM THE MOSCA SCHOOL AND THE
 HK0362'MAIN STREET IN THE TOWN.  NOTE-THE RAILROAD STATION, FENCE LINE AND
 HK0362'ALFALFA MILL NO LONGER EXIST.
 HK0362
 HK0362                          STATION RECOVERY (1985)
 HK0362
 HK0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 HK0362'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 HK0362'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  1.7 KM (1.05
 HK0362'MI) EASTERLY ALONG U.S. HIGHWAY 160 FROM ITS JUNCTION WITH U.S.
 HK0362'HIGHWAY 285 IN ALAMOSA, THENCE 19.7 KM (12.25 MI) NORTHERLY ALONG
 HK0362'STATE HIGHWAY 17, 82.0 M (269.0 FT) NORTHEAST OF THE NORTHEAST CORNER
 HK0362'OF A WHITE STUCCO BUILDING, 75.0 M (246.1 FT) EAST OF THE CENTERLINE
 HK0362'OF THE HIGHWAY, 30.8 M (101.0 FT) SOUTHEAST OF A UTILITY POLE WITH A
 HK0362'TRANSFORMER, AND 20.0 M (65.6 FT) SOUTH OF THE CENTER OF A DRIVEWAY
 HK0362'LEADING EAST.
 HK0362'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 HK0362
 HK0362                          STATION RECOVERY (1991)
 HK0362
 HK0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 HK0362'STATION IS LOCATED ABOUT 20 KM (12.4 MI) NORTH OF ALAMOSA, AT MOSCA,
 HK0362'IN A LARGE OPEN AREA ON THE EAST SIDE OF STATE HIGHWAY 17, IN THE
 HK0362'SOUTHWEST 1/4 OF SECTION 3, T 39 N, R 10 E.  OWNERSHIP--DENVER AND
 HK0362'RIO GRANDE WESTERN RAILROAD, C/O HAROLD EASON, PO BOX 5482, DENVER,
 HK0362'CO 80271.
 HK0362'TO REACH FROM THE MOSCA POST OFFICE (A WHITE CINDERBLOCK BUILDING ON
 HK0362'THE WEST SIDE OF THE HIGHWAY) ON THE NORTH EDGE OF MOSCA, GO SOUTH ON
 HK0362'HIGHWAY 17 FOR 0.15 KM (0.09 MI) TO THE MAIN STREET ON THE RIGHT AND
 HK0362'A GRAVEL LANE ON THE LEFT.  TURN LEFT, EAST, ON LANE FOR 0.07 KM
 HK0362'(0.04 MI) TO THE STATION ON THE RIGHT.
 HK0362'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST
 HK0362'PROJECTING 15 CM ABOVE GROUND.  IT IS 69.7 M (228.7 FT) EAST OF, AND
 HK0362'LEVEL WITH THE HIGHWAY CENTER, 19.5 M (64.0 FT) SOUTH OF THE LANE
 HK0362'CENTER, 30.6 M (100.4 FT) SOUTH-SOUTHEAST OF A UTILITY POLE, 66.1 M
 HK0362'(216.9 FT) NORTHEAST OF THE NORTHEAST CORNER OF A LARGE STUCCO
 HK0362'BUILDING, 0.9 M (3.0 FT) SOUTH OF A FIBERGLASS WITNESS POST AND 0.2 M
 HK0362'(0.7 FT) NORTH OF A FIBERGLASS WITNESS POST.
 HK0362'DESCRIBED BY G.R.HEID
 HK0362
 HK0362                          STATION RECOVERY (1999)
 HK0362
 HK0362'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 HK0362'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, K.C. HOFFMAN
 HK0362' 
 HK0362'STATION IS  LOCATED ABOUT 20 KM (12.40 MI) NORTH OF ALAMOSA, AT MOSCA,
 HK0362'IN A LARGE OPEN AREA ON THE EAST SIDE OF STATE HIGHWAY 17, IN THE
 HK0362'SOUTHWEST 1/4 OF SECTION 3, T 39 N, R 10 E. OWNERSHIP--DENVER AND RIO
 HK0362'GRAND WESTERN RAILROAD, C/O HAROLD EASON, PO BOX 5485, DENVER, CO
 HK0362'80271.
 HK0362'TO REACH FROM THE MOSCA POST OFFICE (A WHITE CINDERBLOCK BUILDING ON
 HK0362'THE WEST SIDE OF THE HIGHWAY BETWEEN 4TH STREET AND MAIN STREET) ON
 HK0362'THE NORTH EDGE OF MOSCA, GO SOUTH ON HIGHWAY 17 FOR 0.09 MI (0.14 KM)
 HK0362'TO MAIN STREET ON THE RIGHT AND A GRAVEL LANE ON THE LEFT, TURN LEFT,
 HK0362'GO EAST ON LANE FOR 0.04 MI (0.06 KM) TO THE STATION ON THE RIGHT. TO
 HK0362'REACH FROM THE JUNCTION OF US HIGHWAY 160 AND STATE HIGHWAY 17 IN THE
 HK0362'NORTHEAST SECTION OF ALAMOSA, GO NORTH ON HIGHWAY 17 FOR 12.4 MI (20.0
 HK0362'KM), TO MAIN STREET ON THE LEFT AND A GRAVEL LANE ON THE RIGHT, TURN
 HK0362'RIGHT, GO EAST ON THE LANE FOR 0.04 MI (0.06 KM) TO THE STATION ON THE
 HK0362'RIGHT.
 HK0362' 
 HK0362'STATION MARK IS US COAST AND GEODETIC SURVEY BENCHMANRK DISK SET IN
 HK0362'THE TOP OF 25 CM SQUARE CONCRETE POST, PROJECTING 15CM ABOVE THE
 HK0362'GROUNDS. IT IS 75. M (246.1 FT) NORTHEAST OF THE NORTHEAST CORNER OF A
 HK0362'LARGE STUCCO BUILDING (ADDRESS IS 5250), 69.7M (228.7 FT) EAST OF, AND
 HK0362'LEVEL WITH THE HIGHWAY CENTER, 30.6 M (100.4 FT) SOUTH-SOUTHEAST OF A
 HK0362'UTILITY POLE, 16.5 M (54.1 FT) SOUTH OF THE CENTER OF THE LANE, 0.9M
 HK0362'(3.0 FT) SOUTH OF A FIBERGLASS WITNESS POST AND 0.2 M(0.7 FT) NORTH OF
 HK0362'A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0149 ***********************************************************************
 LL0149  DESIGNATION -  N 330
 LL0149  PID         -  LL0149
 LL0149  STATE/COUNTY-  CO/WELD
 LL0149  USGS QUAD   -  TAMPA (1978)
 LL0149
 LL0149                         *CURRENT SURVEY CONTROL
 LL0149  ___________________________________________________________________
 LL0149* NAD 83(1986)-  40 09 37.     (N)    104 22 35.     (W)     SCALED    
 LL0149* NAVD 88     -      1438.319  (meters)    4718.88   (feet)  ADJUSTED  
 LL0149  ___________________________________________________________________
 LL0149  GEOID HEIGHT-         -18.84  (meters)                     GEOID03
 LL0149  DYNAMIC HT  -        1437.083 (meters)    4714.83  (feet)  COMP
 LL0149  MODELED GRAV-     979,716.4   (mgal)                       NAVD 88
 LL0149
 LL0149  VERT ORDER  -  SECOND    CLASS 0
 LL0149
 LL0149.The horizontal coordinates were scaled from a topographic map and have
 LL0149.an estimated accuracy of +/- 6 seconds.
 LL0149
 LL0149.The orthometric height was determined by differential leveling
 LL0149.and adjusted by the National Geodetic Survey in June 1991..
 LL0149
 LL0149.The geoid height was determined by GEOID03.
 LL0149
 LL0149.The dynamic height is computed by dividing the NAVD 88
 LL0149.geopotential number by the normal gravity value computed on the
 LL0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0149.degrees latitude (g = 980.6199 gals.).
 LL0149
 LL0149.The modeled gravity was interpolated from observed gravity values.
 LL0149
 LL0149;                    North         East    Units  Estimated Accuracy
 LL0149;SPC CO N     -   397,220.    1,010,120.      MT  (+/- 180 meters Scaled)
 LL0149
 LL0149                          SUPERSEDED SURVEY CONTROL
 LL0149
 LL0149  NGVD 29 (??/??/92) 1437.493  (m)         4716.18   (f) ADJ UNCH    2 0
 LL0149
 LL0149.Superseded values are not recommended for survey control.
 LL0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0149.See file dsdata.txt to determine how the superseded data were derived.
 LL0149
 LL0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEE531457(NAD 83)
 LL0149_MARKER: DB = BENCH MARK DISK
 LL0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0149_STAMPING: N 330 1952
 LL0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0149+STABILITY: SURFACE MOTION
 LL0149
 LL0149  HISTORY     - Date     Condition        Report By
 LL0149  HISTORY     - 1952     MONUMENTED       CGS
 LL0149
 LL0149                          STATION DESCRIPTION
 LL0149
 LL0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 LL0149'0.9 MI SW FROM ROGGEN.
 LL0149'0.4 MILE WEST ALONG U.S. HIGHWAY 6 FROM THE POST OFFICE AT ROGGEN,
 LL0149'THENCE 0.5 MILE SOUTH ALONG A GRADED DIRT RAOD, 41.2 FEET SOUTH
 LL0149'OF A FENCE CORNER, 31 FEET WEST OF THE CENTER LINE OF A GRADED
 LL0149'DIRT RAOD, 16 FEET NORTH OF THE CENTER LINE OF A TRACK ROAD
 LL0149'LEADING WEST, 5.7 FEET NORTHEAST OF A GATE POST, 2.1 FEET EAST OF
 LL0149'A FENCE, 2.8 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A
 LL0149'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0044 ***********************************************************************
 JJ0044  DESIGNATION -  N 331
 JJ0044  PID         -  JJ0044
 JJ0044  STATE/COUNTY-  CO/CHEYENNE
 JJ0044  USGS QUAD   -  CHEYENNE WELLS (1982)
 JJ0044
 JJ0044                         *CURRENT SURVEY CONTROL
 JJ0044  ___________________________________________________________________
 JJ0044* NAD 83(1986)-  38 48 19.     (N)    102 21 13.     (W)     SCALED    
 JJ0044* NAVD 88     -      1298.243  (meters)    4259.32   (feet)  ADJUSTED  
 JJ0044  ___________________________________________________________________
 JJ0044  GEOID HEIGHT-         -22.84  (meters)                     GEOID03
 JJ0044  DYNAMIC HT  -        1297.051 (meters)    4255.41  (feet)  COMP
 JJ0044  MODELED GRAV-     979,664.5   (mgal)                       NAVD 88
 JJ0044
 JJ0044  VERT ORDER  -  FIRST     CLASS II
 JJ0044
 JJ0044.The horizontal coordinates were scaled from a topographic map and have
 JJ0044.an estimated accuracy of +/- 6 seconds.
 JJ0044
 JJ0044.The orthometric height was determined by differential leveling
 JJ0044.and adjusted by the National Geodetic Survey in June 1991..
 JJ0044
 JJ0044.The geoid height was determined by GEOID03.
 JJ0044
 JJ0044.The dynamic height is computed by dividing the NAVD 88
 JJ0044.geopotential number by the normal gravity value computed on the
 JJ0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0044.degrees latitude (g = 980.6199 gals.).
 JJ0044
 JJ0044.The modeled gravity was interpolated from observed gravity values.
 JJ0044
 JJ0044;                    North         East    Units  Estimated Accuracy
 JJ0044;SPC CO C     -   417,430.    1,187,640.      MT  (+/- 180 meters Scaled)
 JJ0044
 JJ0044                          SUPERSEDED SURVEY CONTROL
 JJ0044
 JJ0044  NGVD 29 (??/??/92) 1297.718  (m)         4257.60   (f) ADJ UNCH    1 2
 JJ0044
 JJ0044.Superseded values are not recommended for survey control.
 JJ0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0044.See file dsdata.txt to determine how the superseded data were derived.
 JJ0044
 JJ0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC298984(NAD 83)
 JJ0044_MARKER: DB = BENCH MARK DISK
 JJ0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0044_STAMPING: N 331 1952
 JJ0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0044+STABILITY: SURFACE MOTION
 JJ0044
 JJ0044  HISTORY     - Date     Condition        Report By
 JJ0044  HISTORY     - 1952     MONUMENTED       CGS
 JJ0044
 JJ0044                          STATION DESCRIPTION
 JJ0044
 JJ0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JJ0044'1.1 MI S FROM CHEYENNE WELLS.
 JJ0044'0.1 MILE SOUTHWEST ALONG A CINDER ROAD FROM THE UNION PACIFIC
 JJ0044'RAILROAD STATION AT CHEYENNE WELLS, THENCE, 0.1 MILE SOUTH ALONG A
 JJ0044'DIRT ROAD, THENCE 0.75 MILE SOUTH ALONG A GRAVELED ROAD, THENCE
 JJ0044'0.15 MILE WEST ACROSS THE CHEYENNE WELLS AIRPORT, 38 FEET SOUTH OF
 JJ0044'AN EAST AND WEST FENCE, 3.3 FEET EAST OF THE NORTHEAST CORNER OF THE
 JJ0044'WEST HANGAR, SET IN THE TOP OF A CONCRETE POST WHICH IS FLUSH WITH
 JJ0044'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1215 ***********************************************************************
 KK1215  DESIGNATION -  N 336
 KK1215  PID         -  KK1215
 KK1215  STATE/COUNTY-  CO/GRAND
 KK1215  USGS QUAD   -  FRASER (1957)
 KK1215
 KK1215                         *CURRENT SURVEY CONTROL
 KK1215  ___________________________________________________________________
 KK1215* NAD 83(1986)-  39 53 31.     (N)    105 45 27.     (W)     SCALED    
 KK1215* NAVD 88     -      2814.000  (meters)    9232.26   (feet)  ADJUSTED  
 KK1215  ___________________________________________________________________
 KK1215  GEOID HEIGHT-         -12.37  (meters)                     GEOID03
 KK1215  DYNAMIC HT  -        2810.669 (meters)    9221.34  (feet)  COMP
 KK1215  MODELED GRAV-     979,339.8   (mgal)                       NAVD 88
 KK1215
 KK1215  VERT ORDER  -  SECOND    CLASS 0
 KK1215
 KK1215.The horizontal coordinates were scaled from a topographic map and have
 KK1215.an estimated accuracy of +/- 6 seconds.
 KK1215
 KK1215.The orthometric height was determined by differential leveling
 KK1215.and adjusted by the National Geodetic Survey in June 1991..
 KK1215
 KK1215.The geoid height was determined by GEOID03.
 KK1215
 KK1215.The dynamic height is computed by dividing the NAVD 88
 KK1215.geopotential number by the normal gravity value computed on the
 KK1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1215.degrees latitude (g = 980.6199 gals.).
 KK1215
 KK1215.The modeled gravity was interpolated from observed gravity values.
 KK1215
 KK1215;                    North         East    Units  Estimated Accuracy
 KK1215;SPC CO N     -   366,860.      892,380.      MT  (+/- 180 meters Scaled)
 KK1215
 KK1215                          SUPERSEDED SURVEY CONTROL
 KK1215
 KK1215  NGVD 29 (??/??/92) 2812.474  (m)         9227.26   (f) ADJ UNCH    2 0
 KK1215
 KK1215.Superseded values are not recommended for survey control.
 KK1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1215.See file dsdata.txt to determine how the superseded data were derived.
 KK1215
 KK1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDE352160(NAD 83)
 KK1215_MARKER: DB = BENCH MARK DISK
 KK1215_SETTING: 80 = SET IN A BOULDER
 KK1215_STAMPING: N 336 1952
 KK1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1215+STABILITY: SURFACE MOTION
 KK1215
 KK1215  HISTORY     - Date     Condition        Report By
 KK1215  HISTORY     - 1952     MONUMENTED       CGS
 KK1215
 KK1215                          STATION DESCRIPTION
 KK1215
 KK1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK1215'0.4 MI N FROM WEST PORTAL.
 KK1215'0.2 MILE NORTHEAST ALONG A GRAVELED ROAD FROM THE WEST ENTRANCE
 KK1215'TO THE MOFFAT TUNNEL AT WEST PORTAL, THENCE 0.25 MILE NORTH ALONG
 KK1215'A TRACK ROAD, 300 FEET WEST OF A CURVE IN THE ROAD, 82 FEET
 KK1215'NORTH OF THE CENTER LINE OF THE ROAD, 5 FEET ABOVE THE GROUND,
 KK1215'SET IN THE TOP OF THE CENTER OF A 4X6 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0193 ***********************************************************************
 KK0193  DESIGNATION -  N 337
 KK0193  PID         -  KK0193
 KK0193  STATE/COUNTY-  CO/DOUGLAS
 KK0193  USGS QUAD   -  CASTLE ROCK SOUTH (1994)
 KK0193
 KK0193                         *CURRENT SURVEY CONTROL
 KK0193  ___________________________________________________________________
 KK0193* NAD 83(1986)-  39 21 04.     (N)    104 51 54.     (W)     SCALED    
 KK0193* NAVD 88     -      1916.062  (meters)    6286.28   (feet)  POSTED    
 KK0193  ___________________________________________________________________
 KK0193  GEOID HEIGHT-         -16.76  (meters)                     GEOID03
 KK0193  DYNAMIC HT  -        1914.050 (meters)    6279.68  (feet)  COMP
 KK0193  MODELED GRAV-     979,508.1   (mgal)                       NAVD 88
 KK0193
 KK0193  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 KK0193
 KK0193.The horizontal coordinates were scaled from a topographic map and have
 KK0193.an estimated accuracy of +/- 6 seconds.
 KK0193
 KK0193.The orthometric height was determined by differential leveling
 KK0193.and adjusted by the National Geodetic Survey in 1992..
 KK0193.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 KK0193.rate of 2.1 thru 3.0 mm/km.
 KK0193
 KK0193.The geoid height was determined by GEOID03.
 KK0193
 KK0193.The dynamic height is computed by dividing the NAVD 88
 KK0193.geopotential number by the normal gravity value computed on the
 KK0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0193.degrees latitude (g = 980.6199 gals.).
 KK0193
 KK0193.The modeled gravity was interpolated from observed gravity values.
 KK0193
 KK0193;                    North         East    Units  Estimated Accuracy
 KK0193;SPC CO C     -   473,480.      969,130.      MT  (+/- 180 meters Scaled)
 KK0193
 KK0193                          SUPERSEDED SURVEY CONTROL
 KK0193
 KK0193  NGVD 29 (??/??/92) 1915.001  (m)         6282.80   (f) ADJ UNCH    1 2
 KK0193
 KK0193.Superseded values are not recommended for survey control.
 KK0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0193.See file dsdata.txt to determine how the superseded data were derived.
 KK0193
 KK0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED116557(NAD 83)
 KK0193_MARKER: DB = BENCH MARK DISK
 KK0193_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KK0193_SP_SET: CULVERT
 KK0193_STAMPING: N 337 1952
 KK0193_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KK0193
 KK0193  HISTORY     - Date     Condition        Report By
 KK0193  HISTORY     - 1952     MONUMENTED       CGS
 KK0193  HISTORY     - 1956     GOOD             NGS
 KK0193
 KK0193                          STATION DESCRIPTION
 KK0193
 KK0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 KK0193'1.6 MI S FROM CASTLE ROCK.
 KK0193'1.6 MILES SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KK0193'FROM THE STATION AT CASTLE ROCK, 0.1 MILE SOUTH OF MILEPOST 34, 16
 KK0193'FEET WEST OF THE WEST RAIL, 6 FEET BELOW THE TOP OF THE RAILS, SET
 KK0193'IN THE TOP OF THE NORTH END OF THE WEST HEADWALL OF A CONCRETE
 KK0193'CULVERT.
 KK0193
 KK0193                          STATION RECOVERY (1956)
 KK0193
 KK0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 KK0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0357 ***********************************************************************
 JK0357  DESIGNATION -  N 338
 JK0357  PID         -  JK0357
 JK0357  STATE/COUNTY-  CO/TELLER
 JK0357  USGS QUAD   -  BIG BULL MOUNTAIN (1994)
 JK0357
 JK0357                         *CURRENT SURVEY CONTROL
 JK0357  ___________________________________________________________________
 JK0357* NAD 83(1986)-  38 40 01.     (N)    105 07 20.     (W)     SCALED    
 JK0357* NAVD 88     -      2895.046  (meters)    9498.16   (feet)  ADJUSTED  
 JK0357  ___________________________________________________________________
 JK0357  GEOID HEIGHT-         -15.24  (meters)                     GEOID03
 JK0357  DYNAMIC HT  -        2891.427 (meters)    9486.29  (feet)  COMP
 JK0357  MODELED GRAV-     979,271.3   (mgal)                       NAVD 88
 JK0357
 JK0357  VERT ORDER  -  SECOND    CLASS 0
 JK0357
 JK0357.The horizontal coordinates were scaled from a topographic map and have
 JK0357.an estimated accuracy of +/- 6 seconds.
 JK0357
 JK0357.The orthometric height was determined by differential leveling
 JK0357.and adjusted by the National Geodetic Survey in June 1991..
 JK0357
 JK0357.The geoid height was determined by GEOID03.
 JK0357
 JK0357.The dynamic height is computed by dividing the NAVD 88
 JK0357.geopotential number by the normal gravity value computed on the
 JK0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0357.degrees latitude (g = 980.6199 gals.).
 JK0357
 JK0357.The modeled gravity was interpolated from observed gravity values.
 JK0357
 JK0357;                    North         East    Units  Estimated Accuracy
 JK0357;SPC CO C     -   397,410.      947,280.      MT  (+/- 180 meters Scaled)
 JK0357
 JK0357                          SUPERSEDED SURVEY CONTROL
 JK0357
 JK0357  NGVD 29 (??/??/92) 2893.706  (m)         9493.77   (f) ADJ UNCH    2 0
 JK0357
 JK0357.Superseded values are not recommended for survey control.
 JK0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0357.See file dsdata.txt to determine how the superseded data were derived.
 JK0357
 JK0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC893798(NAD 83)
 JK0357_MARKER: DB = BENCH MARK DISK
 JK0357_SETTING: 80 = SET IN A BOULDER
 JK0357_SP_SET: BOULDER
 JK0357_STAMPING: N 338 1952
 JK0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0357+STABILITY: SURFACE MOTION
 JK0357
 JK0357  HISTORY     - Date     Condition        Report By
 JK0357  HISTORY     - 1952     MONUMENTED       CGS
 JK0357
 JK0357                          STATION DESCRIPTION
 JK0357
 JK0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 JK0357'4.4 MI S FROM VICTOR.
 JK0357'4.4 MILES SOUTH ALONG STATE HIGHWAY 67 FROM THE GRADE SCHOOL AT
 JK0357'VICTOR, 125 YARDS SOUTHWEST OF A GROUP OF RANCH BUILDINGS, 40 FEET
 JK0357'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET NORTHEAST OF
 JK0357'A FENCE, 8 FEET ABOVE THE LEVEL OF THE HIGHWAY, SET IN THE TOP OF
 JK0357'THE NORTHWEST END OF A 15X30 FOOT GRANITE BOULDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JL0041 ***********************************************************************
 JL0041  DESIGNATION -  N 339
 JL0041  PID         -  JL0041
 JL0041  STATE/COUNTY-  CO/CHAFFEE
 JL0041  USGS QUAD   -  HARVARD LAKES (1994)
 JL0041
 JL0041                         *CURRENT SURVEY CONTROL
 JL0041  ___________________________________________________________________
 JL0041* NAD 83(1986)-  38 58 03.     (N)    106 12 17.     (W)     SCALED    
 JL0041* NAVD 88     -      2590.952  (meters)    8500.48   (feet)  ADJUSTED  
 JL0041  ___________________________________________________________________
 JL0041  GEOID HEIGHT-         -13.46  (meters)                     GEOID03
 JL0041  DYNAMIC HT  -        2587.650 (meters)    8489.65  (feet)  COMP
 JL0041  MODELED GRAV-     979,260.1   (mgal)                       NAVD 88
 JL0041
 JL0041  VERT ORDER  -  FIRST     CLASS II
 JL0041
 JL0041.The horizontal coordinates were scaled from a topographic map and have
 JL0041.an estimated accuracy of +/- 6 seconds.
 JL0041
 JL0041.The orthometric height was determined by differential leveling
 JL0041.and adjusted by the National Geodetic Survey in June 1991..
 JL0041.WARNING-Repeat measurements at this control monument indicate possible
 JL0041.vertical movement.
 JL0041
 JL0041.The geoid height was determined by GEOID03.
 JL0041
 JL0041.The dynamic height is computed by dividing the NAVD 88
 JL0041.geopotential number by the normal gravity value computed on the
 JL0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JL0041.degrees latitude (g = 980.6199 gals.).
 JL0041
 JL0041.The modeled gravity was interpolated from observed gravity values.
 JL0041
 JL0041;                    North         East    Units  Estimated Accuracy
 JL0041;SPC CO C     -   430,940.      853,330.      MT  (+/- 180 meters Scaled)
 JL0041
 JL0041                          SUPERSEDED SURVEY CONTROL
 JL0041
 JL0041  NGVD 29 (??/??/92) 2589.344  (m)         8495.21   (f) ADJ UNCH    1 2
 JL0041
 JL0041.Superseded values are not recommended for survey control.
 JL0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JL0041.See file dsdata.txt to determine how the superseded data were derived.
 JL0041
 JL0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SCD956138(NAD 83)
 JL0041_MARKER: DB = BENCH MARK DISK
 JL0041_SETTING: 66 = SET IN ROCK OUTCROP
 JL0041_SP_SET: ROCK OUTCROP
 JL0041_STAMPING: N 339 1953
 JL0041_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 JL0041+STABILITY: POSITION/ELEVATION WELL
 JL0041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JL0041+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2004
 JL0041
 JL0041  HISTORY     - Date     Condition        Report By
 JL0041  HISTORY     - 1953     MONUMENTED       CGS
 JL0041  HISTORY     - 20040529 GOOD             GEOCAC
 JL0041
 JL0041                          STATION DESCRIPTION
 JL0041
 JL0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JL0041'7.3 MI SE FROM YALE.
 JL0041'7.3 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JL0041'FROM THE STATION AT YALE, 151 FEET NORTH OF MILEPOST 250, 92 FEET
 JL0041'NORTHEAST OF THE NORTHEAST RAIL, 50 FEET EAST OF THE 1ST POLE
 JL0041'NORTHWEST OF MILEPOST 250, 31 FEET NORTH OF A 10 INCH PINE TREE, 7
 JL0041'FEET BELOW THE TOP OF THE RAILS, 6 FEET ABOVE THE GROUND, SET IN THE
 JL0041'TOP OF A 6X18 FOOT GRANITE OUTCROP.
 JL0041
 JL0041                          STATION RECOVERY (2004)
 JL0041
 JL0041'RECOVERY NOTE BY GEOCACHING 2004 (TWS)
 JL0041'FOUND IN GOOD CONDITION.
 JL0041'HANDHELD GPS COORDINATES N38 58 02.2  W106 12 17.0
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0616 ***********************************************************************
 JK0616  DESIGNATION -  N 34
 JK0616  PID         -  JK0616
 JK0616  STATE/COUNTY-  CO/SAGUACHE
 JK0616  USGS QUAD   -  VILLA GROVE (1979)
 JK0616
 JK0616                         *CURRENT SURVEY CONTROL
 JK0616  ___________________________________________________________________
 JK0616* NAD 83(1986)-  38 14 43.     (N)    105 56 27.     (W)     SCALED    
 JK0616* NAVD 88     -      2425.584  (meters)    7957.94   (feet)  POSTED    
 JK0616  ___________________________________________________________________
 JK0616  GEOID HEIGHT-         -15.04  (meters)                     GEOID03
 JK0616  DYNAMIC HT  -        2422.480 (meters)    7947.75  (feet)  COMP
 JK0616  MODELED GRAV-     979,260.7   (mgal)                       NAVD 88
 JK0616
 JK0616  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JK0616
 JK0616.The horizontal coordinates were scaled from a topographic map and have
 JK0616.an estimated accuracy of +/- 6 seconds.
 JK0616
 JK0616.The orthometric height was determined by differential leveling
 JK0616.and adjusted by the National Geodetic Survey in 1992..
 JK0616.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JK0616.rate of 2.1 thru 3.0 mm/km.
 JK0616
 JK0616.The geoid height was determined by GEOID03.
 JK0616
 JK0616.The dynamic height is computed by dividing the NAVD 88
 JK0616.geopotential number by the normal gravity value computed on the
 JK0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0616.degrees latitude (g = 980.6199 gals.).
 JK0616
 JK0616.The modeled gravity was interpolated from observed gravity values.
 JK0616
 JK0616;                    North         East    Units  Estimated Accuracy
 JK0616;SPC CO S     -   480,100.      875,810.      MT  (+/- 180 meters Scaled)
 JK0616
 JK0616                          SUPERSEDED SURVEY CONTROL
 JK0616
 JK0616  NGVD 29 (??/??/92) 2424.146  (m)         7953.22   (f) ADJ UNCH    1 2
 JK0616
 JK0616.Superseded values are not recommended for survey control.
 JK0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0616.See file dsdata.txt to determine how the superseded data were derived.
 JK0616
 JK0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC176334(NAD 83)
 JK0616_MARKER: DB = BENCH MARK DISK
 JK0616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0616_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0616_STAMPING: 7953.219 N 34 1953
 JK0616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0616+STABILITY: SURFACE MOTION
 JK0616
 JK0616  HISTORY     - Date     Condition        Report By
 JK0616  HISTORY     - 1953     MONUMENTED       CGS
 JK0616  HISTORY     - 1967     GOOD             USGS
 JK0616
 JK0616                          STATION DESCRIPTION
 JK0616
 JK0616'DESCRIBED BY US GEOLOGICAL SURVEY 1967
 JK0616'0.2 MI S FROM VILLA GROVE.
 JK0616'VILLA GROVE, SAGUACHE COUNTY, 0.2 MI. E. ON PUBLIC ROAD TO Y JUNCTION,
 JK0616'THEN 0.25 MILES SE. ON PUBLIC ROAD TO ROAD BEND EAST, THEN 0.23 MI.
 JK0616'SE. ALONG OLD RAILROAD GRADE, 50 FT. W. OF THE CENTER LINE OF OLD
 JK0616'RAILROAD GRADE, 555 FT. SE. OF OLD BUILDING ON WEST SIDE OF OLD
 JK0616'RAILROAD GRADE.  A STANDARD DISK IN A CONCRETE POST, STAMPED
 JK0616'7953.219 N 34 1933, PROJECTING 0.5 FT. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0594 ***********************************************************************
 JK0594  DESIGNATION -  N 340
 JK0594  PID         -  JK0594
 JK0594  STATE/COUNTY-  CO/FREMONT
 JK0594  USGS QUAD   -  HOWARD (1994)
 JK0594
 JK0594                         *CURRENT SURVEY CONTROL
 JK0594  ___________________________________________________________________
 JK0594* NAD 83(1986)-  38 26 39.     (N)    105 49 58.     (W)     SCALED    
 JK0594* NAVD 88     -      2043.491  (meters)    6704.35   (feet)  ADJUSTED  
 JK0594  ___________________________________________________________________
 JK0594  GEOID HEIGHT-         -14.78  (meters)                     GEOID03
 JK0594  DYNAMIC HT  -        2041.057 (meters)    6696.37  (feet)  COMP
 JK0594  MODELED GRAV-     979,365.4   (mgal)                       NAVD 88
 JK0594
 JK0594  VERT ORDER  -  FIRST     CLASS II
 JK0594
 JK0594.The horizontal coordinates were scaled from a topographic map and have
 JK0594.an estimated accuracy of +/- 6 seconds.
 JK0594
 JK0594.The orthometric height was determined by differential leveling
 JK0594.and adjusted by the National Geodetic Survey in June 1991..
 JK0594
 JK0594.The geoid height was determined by GEOID03.
 JK0594
 JK0594.The dynamic height is computed by dividing the NAVD 88
 JK0594.geopotential number by the normal gravity value computed on the
 JK0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0594.degrees latitude (g = 980.6199 gals.).
 JK0594
 JK0594.The modeled gravity was interpolated from observed gravity values.
 JK0594
 JK0594;                    North         East    Units  Estimated Accuracy
 JK0594;SPC CO C     -   372,660.      885,350.      MT  (+/- 180 meters Scaled)
 JK0594
 JK0594                          SUPERSEDED SURVEY CONTROL
 JK0594
 JK0594  NGVD 29 (??/??/92) 2042.144  (m)         6699.93   (f) ADJ UNCH    1 2
 JK0594
 JK0594.Superseded values are not recommended for survey control.
 JK0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0594.See file dsdata.txt to determine how the superseded data were derived.
 JK0594
 JK0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC273554(NAD 83)
 JK0594_MARKER: DB = BENCH MARK DISK
 JK0594_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 JK0594_SP_SET: BRIDGE ABUTMENT
 JK0594_STAMPING: N 340 1953
 JK0594_MARK LOGO: CGS   
 JK0594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 JK0594
 JK0594  HISTORY     - Date     Condition        Report By
 JK0594  HISTORY     - 1953     MONUMENTED       CGS
 JK0594  HISTORY     - 1979     GOOD             USGS
 JK0594  HISTORY     - 1984     GOOD             NGS
 JK0594
 JK0594                          STATION DESCRIPTION
 JK0594
 JK0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0594'0.3 MI SE FROM HOWARD.
 JK0594'0.3 MILE SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN
 JK0594'RAILROAD FROM THE STATION AT HOWARD, 0.1 MILE NORTH OF MILEPOST
 JK0594'203, 7.2 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, SET IN THE
 JK0594'TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF BRIDGE 203.08.
 JK0594
 JK0594                          STATION RECOVERY (1979)
 JK0594
 JK0594'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 JK0594'0.3 MILES SOUTHEAST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0594'FROM HOWARD, 0.1 MILES NORTH OF MILEPOST 203, 7.2 FEET EAST OF THE
 JK0594'EAST RAIL OF THE MAIN TRACK, SET IN THE TOP OF THE EAST END OF THE
 JK0594'SOUTH CONCRETE ABUTMENT OF BRIDGE 203.08.
 JK0594
 JK0594                          STATION RECOVERY (1984)
 JK0594
 JK0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0594'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  15.7 KM (9.75
 JK0594'MI) EASTERLY ALONG U.S. HIGHWAY 50 FROM ITS SOUTH JUNCTION WITH U.S.
 JK0594'HIGHWAY 285 IN PONCHA SPRINGS, THENCE 0.3 KM (0.2 MI) EAST ALONG A
 JK0594'DIRT ROAD, THENCE 9.7 KM (6.0 MI) EASTERLY ALONG THE DENVER AND RIO
 JK0594'GRANDE WESTERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0498 ***********************************************************************
 JK0498  DESIGNATION -  N 341
 JK0498  PID         -  JK0498
 JK0498  STATE/COUNTY-  CO/FREMONT
 JK0498  USGS QUAD   -  ROYAL GORGE (1994)
 JK0498
 JK0498                         *CURRENT SURVEY CONTROL
 JK0498  ___________________________________________________________________
 JK0498* NAD 83(1986)-  38 25 57.     (N)    105 15 58.     (W)     SCALED    
 JK0498* NAVD 88     -      1637.474  (meters)    5372.28   (feet)  POSTED    
 JK0498  ___________________________________________________________________
 JK0498  GEOID HEIGHT-         -16.17  (meters)                     GEOID03
 JK0498  DYNAMIC HT  -        1635.680 (meters)    5366.39  (feet)  COMP
 JK0498  MODELED GRAV-     979,478.3   (mgal)                       NAVD 88
 JK0498
 JK0498  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 JK0498
 JK0498.The horizontal coordinates were scaled from a topographic map and have
 JK0498.an estimated accuracy of +/- 6 seconds.
 JK0498
 JK0498.The orthometric height was determined by differential leveling
 JK0498.and adjusted by the National Geodetic Survey in 1992..
 JK0498.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 JK0498.rate of 3.1 thru 4.0 mm/km.
 JK0498
 JK0498.The geoid height was determined by GEOID03.
 JK0498
 JK0498.The dynamic height is computed by dividing the NAVD 88
 JK0498.geopotential number by the normal gravity value computed on the
 JK0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0498.degrees latitude (g = 980.6199 gals.).
 JK0498
 JK0498.The modeled gravity was interpolated from observed gravity values.
 JK0498
 JK0498;                    North         East    Units  Estimated Accuracy
 JK0498;SPC CO C     -   371,340.      934,820.      MT  (+/- 180 meters Scaled)
 JK0498
 JK0498                          SUPERSEDED SURVEY CONTROL
 JK0498
 JK0498  NGVD 29 (??/??/92) 1636.435  (m)         5368.87   (f) ADJ UNCH    1 2
 JK0498
 JK0498.Superseded values are not recommended for survey control.
 JK0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0498.See file dsdata.txt to determine how the superseded data were derived.
 JK0498
 JK0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC767538(NAD 83)
 JK0498_MARKER: DB = BENCH MARK DISK
 JK0498_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JK0498_SP_SET: GATE FOUNDATION
 JK0498_STAMPING: N 341 1953
 JK0498_MARK LOGO: CGS   
 JK0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK0498
 JK0498  HISTORY     - Date     Condition        Report By
 JK0498  HISTORY     - 1953     MONUMENTED       CGS
 JK0498  HISTORY     - 1984     GOOD             NGS
 JK0498
 JK0498                          STATION DESCRIPTION
 JK0498
 JK0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0498'1.8 MI NW FROM CANON CITY.
 JK0498'1.8 MILES NORTHWEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0498'FROM THE STATION AT CANON CITY, 0.1 MILE EAST OF A ROCK CLIFF, 108
 JK0498'FEET SOUTHEAST OF THE EAST CORNER OF A RED BRICK BUILDING, 33 FEET
 JK0498'NORTHWEST OF THE NORTHWEST RAIL, 2.5 FEET ABOVE THE GROUND, SET IN
 JK0498'THE TOP OF THE SOUTHWEST SIDE OF THE CONCRETE FOUNDATION OF A FLOOD
 JK0498'CONTROL GATE.
 JK0498
 JK0498                          STATION RECOVERY (1984)
 JK0498
 JK0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0498'RECOVERED IN GOOD CONDITION BUT NOT LEVELED TO DURING THIS SURVEY.  A
 JK0498'NEW TO REACH FOLLOWS.  1.9 KM (1.2 KM) WESTERLY ALONG U.S. HIGHWAY
 JK0498'50 FROM ITS JUNCTION WITH STATE HIGHWAY 115 IN CANON CITY, THENCE 1.0
 JK0498'KM (0.6 MI) WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0087 ***********************************************************************
 JK0087  DESIGNATION -  N 342
 JK0087  PID         -  JK0087
 JK0087  STATE/COUNTY-  CO/PUEBLO
 JK0087  USGS QUAD   -  NORTHWEST PUEBLO (1994)
 JK0087
 JK0087                         *CURRENT SURVEY CONTROL
 JK0087  ___________________________________________________________________
 JK0087* NAD 83(1986)-  38 15 44.     (N)    104 42 36.     (W)     SCALED    
 JK0087* NAVD 88     -      1442.748  (meters)    4733.42   (feet)  ADJUSTED  
 JK0087  ___________________________________________________________________
 JK0087  GEOID HEIGHT-         -18.79  (meters)                     GEOID03
 JK0087  DYNAMIC HT  -        1441.238 (meters)    4728.46  (feet)  COMP
 JK0087  MODELED GRAV-     979,532.7   (mgal)                       NAVD 88
 JK0087
 JK0087  VERT ORDER  -  FIRST     CLASS II
 JK0087
 JK0087.The horizontal coordinates were scaled from a topographic map and have
 JK0087.an estimated accuracy of +/- 6 seconds.
 JK0087
 JK0087.The orthometric height was determined by differential leveling
 JK0087.and adjusted by the National Geodetic Survey in June 1991..
 JK0087
 JK0087.The geoid height was determined by GEOID03.
 JK0087
 JK0087.The dynamic height is computed by dividing the NAVD 88
 JK0087.geopotential number by the normal gravity value computed on the
 JK0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0087.degrees latitude (g = 980.6199 gals.).
 JK0087
 JK0087.The modeled gravity was interpolated from observed gravity values.
 JK0087
 JK0087;                    North         East    Units  Estimated Accuracy
 JK0087;SPC CO S     -   482,180.      983,540.      MT  (+/- 180 meters Scaled)
 JK0087
 JK0087                          SUPERSEDED SURVEY CONTROL
 JK0087
 JK0087  NGVD 29 (??/??/92) 1441.870  (m)         4730.54   (f) ADJ UNCH    1 2
 JK0087
 JK0087.Superseded values are not recommended for survey control.
 JK0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0087.See file dsdata.txt to determine how the superseded data were derived.
 JK0087
 JK0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC253349(NAD 83)
 JK0087_MARKER: DB = BENCH MARK DISK
 JK0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0087_STAMPING: N 342 1953
 JK0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0087+STABILITY: SURFACE MOTION
 JK0087
 JK0087  HISTORY     - Date     Condition        Report By
 JK0087  HISTORY     - 1953     MONUMENTED       CGS
 JK0087
 JK0087                          STATION DESCRIPTION
 JK0087
 JK0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0087'5.9 MI W FROM PUEBLO.
 JK0087'5.9 MILES WEST ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 JK0087'FROM THE STATION AT PUEBLO, 76.5 FEET NORTHWEST OF MILEPOST
 JK0087'125, 98.4 FEET EAST OF A SWITCH BOX, 32 FEET SOUTHWEST OF A SMALL
 JK0087'FORKED COTTONWOOD TREE, 24 FEET NORTHEAST OF THE NORTHEAST RAIL
 JK0087'OF THE NORTHEAST TRACK, 2.2 FEET SOUTHWEST OF A FENCE, 2.2 FEET
 JK0087'NORTHWEST OF A WITNESS POST, 7 FEET BELOW THE TOP OF THE RAILS,
 JK0087'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT
 JK0087'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0222 ***********************************************************************
 JK0222  DESIGNATION -  N 347
 JK0222  PID         -  JK0222
 JK0222  STATE/COUNTY-  CO/EL PASO
 JK0222  USGS QUAD   -  ELSMERE (1994)
 JK0222
 JK0222                         *CURRENT SURVEY CONTROL
 JK0222  ___________________________________________________________________
 JK0222* NAD 83(1986)-  38 49 05.     (N)    104 42 12.     (W)     SCALED    
 JK0222* NAVD 88     -      1885.999  (meters)    6187.65   (feet)  ADJUSTED  
 JK0222  ___________________________________________________________________
 JK0222  GEOID HEIGHT-         -17.70  (meters)                     GEOID03
 JK0222  DYNAMIC HT  -        1883.944 (meters)    6180.91  (feet)  COMP
 JK0222  MODELED GRAV-     979,471.7   (mgal)                       NAVD 88
 JK0222
 JK0222  VERT ORDER  -  SECOND    CLASS 0
 JK0222
 JK0222.This mark is at City Of Colorado Springs Mun Airport (COS)
 JK0222
 JK0222.The horizontal coordinates were scaled from a topographic map and have
 JK0222.an estimated accuracy of +/- 6 seconds.
 JK0222
 JK0222.The orthometric height was determined by differential leveling
 JK0222.and adjusted by the National Geodetic Survey in June 1991..
 JK0222
 JK0222.The geoid height was determined by GEOID03.
 JK0222
 JK0222.The dynamic height is computed by dividing the NAVD 88
 JK0222.geopotential number by the normal gravity value computed on the
 JK0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0222.degrees latitude (g = 980.6199 gals.).
 JK0222
 JK0222.The modeled gravity was interpolated from observed gravity values.
 JK0222
 JK0222;                    North         East    Units  Estimated Accuracy
 JK0222;SPC CO C     -   414,420.      983,590.      MT  (+/- 180 meters Scaled)
 JK0222
 JK0222                          SUPERSEDED SURVEY CONTROL
 JK0222
 JK0222  NGVD 29 (??/??/92) 1884.936  (m)         6184.16   (f) ADJ UNCH    2 0
 JK0222
 JK0222.Superseded values are not recommended for survey control.
 JK0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0222.See file dsdata.txt to determine how the superseded data were derived.
 JK0222
 JK0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC257966(NAD 83)
 JK0222_MARKER: DB = BENCH MARK DISK
 JK0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0222_STAMPING: N 347 1953
 JK0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0222+STABILITY: SURFACE MOTION
 JK0222
 JK0222  HISTORY     - Date     Condition        Report By
 JK0222  HISTORY     - 1953     MONUMENTED       CGS
 JK0222  HISTORY     - 1969     GOOD             NGS
 JK0222  HISTORY     - 1985     MARK NOT FOUND   NGS
 JK0222
 JK0222                          STATION DESCRIPTION
 JK0222
 JK0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 JK0222'6 MI E FROM COLORADO SPRINGS.
 JK0222'THE MARK IS LOCATED NEAR THE CONTROL TOWER AT PETERSON FIELD.  ABOUT
 JK0222'294 FT. SE OF SE CORNER OF HANGER, BLDG. NO. S 140, 210 FT. NE OF
 JK0222'HANGER, BLDG. NO S 133, ABOUT 150 FT. SE OF THE C/L OF 5TH STREET,
 JK0222'58.7 FT. NE OF AVENUE A, 8.5 FT. NW OF A POWER POLE AND 100 FT. NW OF
 JK0222'THE SE CORNER OF A PARKING LOT.  MARK IS ABOUT FLUSH WITH THE
 JK0222'PAVEMENT.  NOTE-- 5TH ST. NOW TRUAX ST. AND AVENUE A IS NOW HAMILTON
 JK0222'AVE.
 JK0222
 JK0222                          STATION RECOVERY (1985)
 JK0222
 JK0222'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 JK0222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0155 ***********************************************************************
 JK0155  DESIGNATION -  N 348
 JK0155  PID         -  JK0155
 JK0155  STATE/COUNTY-  CO/EL PASO
 JK0155  USGS QUAD   -  PIKEVIEW (1994)
 JK0155
 JK0155                         *CURRENT SURVEY CONTROL
 JK0155  ___________________________________________________________________
 JK0155* NAD 83(1986)-  38 56 55.     (N)    104 49 44.     (W)     SCALED    
 JK0155* NAVD 88     -      1933.984  (meters)    6345.08   (feet)  ADJUSTED  
 JK0155  ___________________________________________________________________
 JK0155  GEOID HEIGHT-         -16.62  (meters)                     GEOID03
 JK0155  DYNAMIC HT  -        1931.854 (meters)    6338.09  (feet)  COMP
 JK0155  MODELED GRAV-     979,457.5   (mgal)                       NAVD 88
 JK0155
 JK0155  VERT ORDER  -  FIRST     CLASS II
 JK0155
 JK0155.The horizontal coordinates were scaled from a topographic map and have
 JK0155.an estimated accuracy of +/- 6 seconds.
 JK0155
 JK0155.The orthometric height was determined by differential leveling
 JK0155.and adjusted by the National Geodetic Survey in June 1991..
 JK0155
 JK0155.The geoid height was determined by GEOID03.
 JK0155
 JK0155.The dynamic height is computed by dividing the NAVD 88
 JK0155.geopotential number by the normal gravity value computed on the
 JK0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0155.degrees latitude (g = 980.6199 gals.).
 JK0155
 JK0155.The modeled gravity was interpolated from observed gravity values.
 JK0155
 JK0155;                    North         East    Units  Estimated Accuracy
 JK0155;SPC CO C     -   428,820.      972,580.      MT  (+/- 180 meters Scaled)
 JK0155
 JK0155                          SUPERSEDED SURVEY CONTROL
 JK0155
 JK0155  NGVD 29 (??/??/92) 1932.860  (m)         6341.39   (f) ADJ UNCH    1 2
 JK0155
 JK0155.Superseded values are not recommended for survey control.
 JK0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0155.See file dsdata.txt to determine how the superseded data were derived.
 JK0155
 JK0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED148110(NAD 83)
 JK0155_MARKER: DB = BENCH MARK DISK
 JK0155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 JK0155_SP_SET: CULVERT
 JK0155_STAMPING: N 348 1953
 JK0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 JK0155_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 JK0155+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2005
 JK0155
 JK0155  HISTORY     - Date     Condition        Report By
 JK0155  HISTORY     - 1953     MONUMENTED       CGS
 JK0155  HISTORY     - 1975     GOOD             LOCENG
 JK0155  HISTORY     - 20050823 GOOD             GEOCAC
 JK0155
 JK0155                          STATION DESCRIPTION
 JK0155
 JK0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 JK0155'8.3 MI N FROM COLORADO SPRINGS.
 JK0155'6.3 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD FROM
 JK0155'THE STATION AT COLORADO SPRINGS, 19 FEET WEST OF THE WEST RAIL, 5
 JK0155'FEET BELOW THE TOP OF THE RAILS, SET IN THE TOP OF THE SOUTH END OF
 JK0155'THE WEST HEADWALL OF A STONE CULVERT.
 JK0155
 JK0155                          STATION RECOVERY (1975)
 JK0155
 JK0155'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 JK0155'RECOVERED IN GOOD CONDITION.
 JK0155
 JK0155                          STATION RECOVERY (2005)
 JK0155
 JK0155'RECOVERY NOTE BY GEOCACHING 2005 (JOG)
 JK0155'THIS SURVEY MARK IS LOCATED AT THE FOLLOWING LAT/LONG...
 JK0155'NORTH 38 DEGREES 56 MINUTES 55.40 SECONDS (N38 56' 55.40'')
 JK0155'WEST 104 DEGREES 49 MINUTES 45.11 SECONDS (W104 49' 45.11'')
 JK0155' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0560 ***********************************************************************
 JK0560  DESIGNATION -  N 349
 JK0560  PID         -  JK0560
 JK0560  STATE/COUNTY-  CO/FREMONT
 JK0560  USGS QUAD   -  FLORENCE (1975)
 JK0560
 JK0560                         *CURRENT SURVEY CONTROL
 JK0560  ___________________________________________________________________
 JK0560* NAD 83(1992)-  38 25 21.99607(N)    105 06 48.93065(W)     ADJUSTED  
 JK0560* NAVD 88     -      1638.967  (meters)    5377.18   (feet)  ADJUSTED  
 JK0560  ___________________________________________________________________
 JK0560  X           -  -1,304,885.792 (meters)                     COMP
 JK0560  Y           -  -4,831,564.352 (meters)                     COMP
 JK0560  Z           -   3,943,325.171 (meters)                     COMP
 JK0560  LAPLACE CORR-          -8.00  (seconds)                    DEFLEC99
 JK0560  ELLIP HEIGHT-        1622.05  (meters)          (10/21/02) GPS OBS
 JK0560  GEOID HEIGHT-         -16.92  (meters)                     GEOID03
 JK0560  DYNAMIC HT  -        1637.185 (meters)    5371.33  (feet)  COMP
 JK0560  MODELED GRAV-     979,484.3   (mgal)                       NAVD 88
 JK0560
 JK0560  HORZ ORDER  -  B
 JK0560  VERT ORDER  -  FIRST     CLASS II
 JK0560  ELLP ORDER  -  FIFTH     CLASS I
 JK0560
 JK0560.The horizontal coordinates were established by GPS observations
 JK0560.and adjusted by the National Geodetic Survey in May 1992..
 JK0560
 JK0560.The orthometric height was determined by differential leveling
 JK0560.and adjusted by the National Geodetic Survey in June 1991..
 JK0560.WARNING-Repeat measurements at this control monument indicate possible
 JK0560.vertical movement.
 JK0560
 JK0560.Photographs are available for this station.
 JK0560
 JK0560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JK0560
 JK0560.The Laplace correction was computed from DEFLEC99 derived deflections.
 JK0560
 JK0560.The ellipsoidal height was determined by GPS observations
 JK0560.and is referenced to NAD 83.
 JK0560
 JK0560.The geoid height was determined by GEOID03.
 JK0560
 JK0560.The dynamic height is computed by dividing the NAVD 88
 JK0560.geopotential number by the normal gravity value computed on the
 JK0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0560.degrees latitude (g = 980.6199 gals.).
 JK0560
 JK0560.The modeled gravity was interpolated from observed gravity values.
 JK0560
 JK0560;                    North         East     Units Scale Factor Converg.
 JK0560;SPC CO C     -   370,305.381   948,145.322   MT  1.00000546   +0 14 37.3
 JK0560;SPC CO C     - 1,214,910.24  3,110,706.78   sFT  1.00000546   +0 14 37.3
 JK0560;SPC CO S     -   499,776.768   948,145.078   MT  0.99999809   +0 14 13.3
 JK0560;SPC CO S     - 1,639,684.28  3,110,705.98   sFT  0.99999809   +0 14 13.3
 JK0560;UTM  13      - 4,252,730.773   490,084.465   MT  0.99960121   -0 04 14.1
 JK0560
 JK0560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JK0560!SPC CO C     -   0.99974555  x   1.00000546  =   0.99975101
 JK0560!SPC CO S     -   0.99974555  x   0.99999809  =   0.99974364
 JK0560!UTM  13      -   0.99974555  x   0.99960121  =   0.99934687
 JK0560
 JK0560                          SUPERSEDED SURVEY CONTROL
 JK0560
 JK0560  ELLIP H (09/12/94) 1622.05   (m)                       GP(       ) 4 1
 JK0560  ELLIP H (03/04/94) 1622.10   (m)                       GP(       ) 4 1
 JK0560  NAD 83(1986)-  38 25 21.98716(N)    105 06 48.92982(W) AD(       ) 3
 JK0560  ELLIP H (05/26/92) 1622.10   (m)                       GP(       ) 4 1
 JK0560  NAVD 88 (06/30/00) 1638.97   (m)         5377.2    (f) LEVELING    3  
 JK0560  NAVD 88 (05/26/92) 1638.97   (m)         5377.2    (f) LEVELING    3  
 JK0560  NGVD 29 (??/??/92) 1637.913  (m)         5373.72   (f) ADJ UNCH    1 2
 JK0560
 JK0560.Superseded values are not recommended for survey control.
 JK0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0560.See file dsdata.txt to determine how the superseded data were derived.
 JK0560
 JK0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDC9008452731(NAD 83)
 JK0560_MARKER: DB = BENCH MARK DISK
 JK0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0560_SP_SET: CONCRETE POST
 JK0560_STAMPING: N 349 1954
 JK0560_MARK LOGO: CGS   
 JK0560_PROJECTION: FLUSH
 JK0560_MAGNETIC: N = NO MAGNETIC MATERIAL
 JK0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0560+STABILITY: SURFACE MOTION
 JK0560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JK0560+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2002
 JK0560
 JK0560  HISTORY     - Date     Condition        Report By
 JK0560  HISTORY     - 1954     MONUMENTED       CGS
 JK0560  HISTORY     - 1984     GOOD             NGS
 JK0560  HISTORY     - 19910525 GOOD             NGS
 JK0560  HISTORY     - 19911213 GOOD             NGS
 JK0560  HISTORY     - 19920131 GOOD             CODOT
 JK0560  HISTORY     - 19920928 GOOD             CODOT
 JK0560  HISTORY     - 19931007 GOOD             CODOT
 JK0560  HISTORY     - 19940312 GOOD             MSAM
 JK0560  HISTORY     - 19970210 GOOD             CODOT
 JK0560  HISTORY     - 19990604 GOOD             MSAM
 JK0560  HISTORY     - 20020708 GOOD             MSAM
 JK0560
 JK0560                          STATION DESCRIPTION
 JK0560
 JK0560'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JK0560'2.3 MI N FROM FLORENCE.
 JK0560'2.3 MILES NORTH ALONG STATE HIGHWAY 67 FROM THE POST OFFICE AT
 JK0560'FLORENCE, 0.15 MILE SOUTH OF THE SOUTH END OF A CURVE IN THE
 JK0560'HIGHWAY, 34 FEET NORTH OF THE CENTER OF A PIPE LINE CROSSING, 2.4
 JK0560'FEET WEST OF A FENCE, 3 FEET NORTH OF A WITNESS POST, SET IN THE
 JK0560'TOP OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND, 31 FEET EAST
 JK0560'OF THE CENTER LINE OF THE HIGHWAY.
 JK0560
 JK0560                          STATION RECOVERY (1984)
 JK0560
 JK0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 JK0560'RECOVERED IN GOOD CONDITION.  ADD--0.3 M (1.0 FT) SOUTH OF A WITNESS
 JK0560'POST.
 JK0560
 JK0560                          STATION RECOVERY (1991)
 JK0560
 JK0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JK0560'STATION IS LOCATED ABOUT 3.5 KM (2.2 MI) NORTH OF FLORENCE, 1.5 KM
 JK0560'(0.9 MI) SOUTHWEST OF THE FREMONT COUNTY AIRPORT, ALONG STATE HIGHWAY
 JK0560'67, ON THE RIGHT-OF-WAY, AT MILE 13.7, AT A NATURAL GAS PUMP STATION,
 JK0560'IN THE SOUTHEAST 1/4 OF SECTION 4, T 19 S, R 69 W.  OWNERSHIP--STATE
 JK0560'DEPARTMENT OF TRANSPORTATION.
 JK0560'TO REACH FROM THE JUNCTION OF US HIGHWAY 50 AND STATE HIGHWAY 67 (5 KM
 JK0560'NORTH OF FLORENCE), GO SOUTH ON HIGHWAY 67 FOR 1.20 MI (1.93 KM) TO
 JK0560'THE PUMP STATION AND STATION MARK ON THE LEFT.
 JK0560'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST FLUSH
 JK0560'WITH THE GROUND.  IT IS 8.8 M (28.9 FT) EAST OF, AND SLIGHTLY HIGHER
 JK0560'THAN THE HIGHWAY CENTER, 11.9 M (39.0 FT) NORTHWEST OF THE NORTHWEST
 JK0560'CORNER OF FENCE AROUND A METAL SHED, 7.4 M (24.3 FT) NORTH OF THE
 JK0560'NORTH GATEPOST, 3.5 M (11.5 FT) NORTH OF TELEPHONE PEDESTAL SS, 0.7 M
 JK0560'(2.3 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST IN THE RIGHT-OF-WAY
 JK0560'FENCE AND 0.3 M (1.0 FT) WEST OF A METAL WITNESS POST.
 JK0560'DESCRIBED BY G.R.HEID
 JK0560
 JK0560                          STATION RECOVERY (1991)
 JK0560
 JK0560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JK0560'STATION IS LOCATED ABOUT 3.5 KM (2.2 MI) NORTH OF FLORENCE, 1.5 KM
 JK0560'(0.9 MI) SOUTHWEST OF THE FREMONT COUNTY AIRPORT, ALONG STATE HIGHWAY
 JK0560'67, ON THE RIGHT-OF-WAY, AT MILE 13.7, AT A NATURAL GAS PUMP STATION.
 JK0560'OWNERSHIP--COLORADO DEPARTMENT OF TRANSPORTATION.
 JK0560'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 50 AND STATE HIGHWAY 67 (5
 JK0560'KM NORTH OF FLORENCE), GO SOUTH ON HIGHWAY 67 FOR 1.20 MI (1.93 KM)
 JK0560'TO THE PUMP STATION AND STATION MARK ON THE LEFT.
 JK0560'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST FLUSH
 JK0560'WITH THE GROUND.  IT IS 8.8 M (28.9 FT) EAST FROM AND SLIGHTLY HIGHER
 JK0560'THAN THE HIGHWAY CENTER, 11.9 M (39.0 FT) NORTHWEST FROM THE
 JK0560'NORTHWEST CORNER OF FENCE AROUND A METAL SHED, 7.4 M (24.3 FT) NORTH
 JK0560'FROM THE NORTH GATEPOST, 3.5 M (11.5 FT) NORTH FROM TELEPHONE
 JK0560'PEDESTAL SS, 0.7 M (2.3 FT) SOUTHWEST FROM A FIBERGLASS WITNESS POST
 JK0560'IN THE RIGHT-OF-WAY FENCE AND 0.3 M (1.0 FT) WEST FROM A METAL
 JK0560'WITNESS POST.
 JK0560
 JK0560                          STATION RECOVERY (1992)
 JK0560
 JK0560'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1992
 JK0560'RECOVERED IN GOOD CONDITION.
 JK0560
 JK0560                          STATION RECOVERY (1992)
 JK0560
 JK0560'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1992
 JK0560'RECOVERED IN GOOD CONDITION.
 JK0560
 JK0560                          STATION RECOVERY (1993)
 JK0560
 JK0560'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1993
 JK0560'RECOVERED IN GOOD CONDITION.
 JK0560
 JK0560                          STATION RECOVERY (1994)
 JK0560
 JK0560'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1994 (KCH)
 JK0560'RECOVERED AS DESCRIBED.
 JK0560
 JK0560                          STATION RECOVERY (1997)
 JK0560
 JK0560'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1997 (RSC)
 JK0560'RECOVERED AS DESCRIBED.
 JK0560
 JK0560                          STATION RECOVERY (1999)
 JK0560
 JK0560'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 1999 (KCH)
 JK0560'RECOVERED AS DESCRIBED.
 JK0560
 JK0560                          STATION RECOVERY (2002)
 JK0560
 JK0560'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2002 (KCH)
 JK0560'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING, INC. 2002 (KCH)
 JK0560'RECOVERED AS DESCRIBED.
 JK0560'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 HM0049 ***********************************************************************
 HM0049  DESIGNATION -  N 35
 HM0049  PID         -  HM0049
 HM0049  STATE/COUNTY-  CO/LA PLATA
 HM0049  USGS QUAD   -  HESPERUS (1963)
 HM0049
 HM0049                         *CURRENT SURVEY CONTROL
 HM0049  ___________________________________________________________________
 HM0049* NAD 83(1986)-  37 18 05.     (N)    108 03 24.     (W)     SCALED    
 HM0049* NAVD 88     -      2526.194  (meters)    8288.02   (feet)  POSTED    
 HM0049  ___________________________________________________________________
 HM0049  GEOID HEIGHT-         -18.43  (meters)                     GEOID03
 HM0049  DYNAMIC HT  -        2522.800 (meters)    8276.89  (feet)  COMP
 HM0049  MODELED GRAV-     979,194.4   (mgal)                       NAVD 88
 HM0049
 HM0049  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 HM0049
 HM0049.The horizontal coordinates were scaled from a topographic map and have
 HM0049.an estimated accuracy of +/- 6 seconds.
 HM0049
 HM0049.The orthometric height was determined by differential leveling
 HM0049.and adjusted by the National Geodetic Survey in 1992..
 HM0049.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 HM0049.rate of 0.0 thru 1.0 mm/km.
 HM0049
 HM0049.The geoid height was determined by GEOID03.
 HM0049
 HM0049.The dynamic height is computed by dividing the NAVD 88
 HM0049.geopotential number by the normal gravity value computed on the
 HM0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 HM0049.degrees latitude (g = 980.6199 gals.).
 HM0049
 HM0049.The modeled gravity was interpolated from observed gravity values.
 HM0049
 HM0049;                    North         East    Units  Estimated Accuracy
 HM0049;SPC CO S     -   378,350.      687,760.      MT  (+/- 180 meters Scaled)
 HM0049
 HM0049                          SUPERSEDED SURVEY CONTROL
 HM0049
 HM0049  NGVD 29 (??/??/92) 2524.859  (m)         8283.64   (f) ADJ UNCH    1 2
 HM0049
 HM0049.Superseded values are not recommended for survey control.
 HM0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 HM0049.See file dsdata.txt to determine how the superseded data were derived.
 HM0049
 HM0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 12SYG608323(NAD 83)
 HM0049_MARKER: DB = BENCH MARK DISK
 HM0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 HM0049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 HM0049_STAMPING: N 35 1934
 HM0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 HM0049+STABILITY: SURFACE MOTION
 HM0049
 HM0049  HISTORY     - Date     Condition        Report By
 HM0049  HISTORY     - 1934     MONUMENTED       CGS
 HM0049  HISTORY     - 1984     MARK NOT FOUND   NGS
 HM0049
 HM0049                          STATION DESCRIPTION
 HM0049
 HM0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 HM0049'1.7 MI W FROM HESPERUS.
 HM0049'ON RIGHT OF WAY OF R.G.S. R.R. AT M.P. 144 36 FT. SOUTH OF CENTER LINE
 HM0049'OF TRACK.
 HM0049
 HM0049                          STATION RECOVERY (1984)
 HM0049
 HM0049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 HM0049'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0646 ***********************************************************************
 JK0646  DESIGNATION -  N 350
 JK0646  PID         -  JK0646
 JK0646  STATE/COUNTY-  CO/PARK
 JK0646  USGS QUAD   -  ANTERO RESERVOIR (1994)
 JK0646
 JK0646                         *CURRENT SURVEY CONTROL
 JK0646  ___________________________________________________________________
 JK0646* NAD 83(1986)-  38 58 54.     (N)    105 57 30.     (W)     SCALED    
 JK0646* NAVD 88     -      2740.858  (meters)    8992.30   (feet)  ADJUSTED  
 JK0646  ___________________________________________________________________
 JK0646  GEOID HEIGHT-         -13.68  (meters)                     GEOID03
 JK0646  DYNAMIC HT  -        2737.394 (meters)    8980.93  (feet)  COMP
 JK0646  MODELED GRAV-     979,264.6   (mgal)                       NAVD 88
 JK0646
 JK0646  VERT ORDER  -  FIRST     CLASS II
 JK0646
 JK0646.The horizontal coordinates were scaled from a topographic map and have
 JK0646.an estimated accuracy of +/- 6 seconds.
 JK0646
 JK0646.The orthometric height was determined by differential leveling
 JK0646.and adjusted by the National Geodetic Survey in June 1991..
 JK0646
 JK0646.The geoid height was determined by GEOID03.
 JK0646
 JK0646.The dynamic height is computed by dividing the NAVD 88
 JK0646.geopotential number by the normal gravity value computed on the
 JK0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0646.degrees latitude (g = 980.6199 gals.).
 JK0646
 JK0646.The modeled gravity was interpolated from observed gravity values.
 JK0646
 JK0646;                    North         East    Units  Estimated Accuracy
 JK0646;SPC CO C     -   432,370.      874,690.      MT  (+/- 180 meters Scaled)
 JK0646
 JK0646                          SUPERSEDED SURVEY CONTROL
 JK0646
 JK0646  NGVD 29 (??/??/92) 2739.295  (m)         8987.17   (f) ADJ UNCH    1 2
 JK0646
 JK0646.Superseded values are not recommended for survey control.
 JK0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0646.See file dsdata.txt to determine how the superseded data were derived.
 JK0646
 JK0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD169151(NAD 83)
 JK0646_MARKER: DB = BENCH MARK DISK
 JK0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0646_STAMPING: N 350 1954
 JK0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0646+STABILITY: SURFACE MOTION
 JK0646
 JK0646  HISTORY     - Date     Condition        Report By
 JK0646  HISTORY     - 1954     MONUMENTED       CGS
 JK0646
 JK0646                          STATION DESCRIPTION
 JK0646
 JK0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JK0646'4 MI N FROM ANTERO JUNCTION.
 JK0646'4.0 MILES NORTH ALONG U.S. HIGHWAY 285 FROM ITS JUNCTION WITH U.S.
 JK0646'HIGHWAY 24 AT ANTERO JUNCTION, 0.1 MILE SOUTH OF A BRIDGE OVER
 JK0646'BUFFALO CREEK, 97 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 JK0646'3 FEET SOUTHWEST OF A FENCE, 2.7 FEET SOUTHEAST OF A WITNESS POST,
 JK0646'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.8 FOOT ABOVE THE
 JK0646'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0178 ***********************************************************************
 KK0178  DESIGNATION -  N 354
 KK0178  PID         -  KK0178
 KK0178  STATE/COUNTY-  CO/DOUGLAS
 KK0178  USGS QUAD   -  GREENLAND (1969)
 KK0178
 KK0178                         *CURRENT SURVEY CONTROL
 KK0178  ___________________________________________________________________
 KK0178* NAD 83(1986)-  39 10 04.     (N)    104 51 42.     (W)     SCALED    
 KK0178* NAVD 88     -      2125.293  (meters)    6972.73   (feet)  ADJUSTED  
 KK0178  ___________________________________________________________________
 KK0178  GEOID HEIGHT-         -16.37  (meters)                     GEOID03
 KK0178  DYNAMIC HT  -        2122.932 (meters)    6964.99  (feet)  COMP
 KK0178  MODELED GRAV-     979,440.2   (mgal)                       NAVD 88
 KK0178
 KK0178  VERT ORDER  -  FIRST     CLASS II
 KK0178
 KK0178.The horizontal coordinates were scaled from a topographic map and have
 KK0178.an estimated accuracy of +/- 6 seconds.
 KK0178
 KK0178.The orthometric height was determined by differential leveling
 KK0178.and adjusted by the National Geodetic Survey in June 1991..
 KK0178
 KK0178.The geoid height was determined by GEOID03.
 KK0178
 KK0178.The dynamic height is computed by dividing the NAVD 88
 KK0178.geopotential number by the normal gravity value computed on the
 KK0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0178.degrees latitude (g = 980.6199 gals.).
 KK0178
 KK0178.The modeled gravity was interpolated from observed gravity values.
 KK0178
 KK0178;                    North         East    Units  Estimated Accuracy
 KK0178;SPC CO C     -   453,130.      969,560.      MT  (+/- 180 meters Scaled)
 KK0178
 KK0178                          SUPERSEDED SURVEY CONTROL
 KK0178
 KK0178  NGVD 29 (??/??/92) 2124.079  (m)         6968.75   (f) ADJ UNCH    1 2
 KK0178
 KK0178.Superseded values are not recommended for survey control.
 KK0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0178.See file dsdata.txt to determine how the superseded data were derived.
 KK0178
 KK0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED119354(NAD 83)
 KK0178_MARKER: DB = BENCH MARK DISK
 KK0178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0178_STAMPING: N 354 1954
 KK0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0178+STABILITY: SURFACE MOTION
 KK0178
 KK0178  HISTORY     - Date     Condition        Report By
 KK0178  HISTORY     - 1954     MONUMENTED       CGS
 KK0178
 KK0178                          STATION DESCRIPTION
 KK0178
 KK0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK0178'3.9 MI N FROM PALMER LAKE.
 KK0178'3.9 MILES NORTH ALONG THE DENVER AND RIO GRANDE WESTERN RAILROAD
 KK0178'FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD STATION AT PALMER
 KK0178'LAKE, 41 FEET EAST OF THE EAST RAIL, 30 FEET EAST OF MILEPOST 48,
 KK0178'33 FEET WEST OF THE CENTER LINE OF A TRACK ROAD, 6 FEET WEST OF A
 KK0178'FENCE, 1.4 FEET NORTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 KK0178'POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0568 ***********************************************************************
 KK0568  DESIGNATION -  N 355
 KK0568  PID         -  KK0568
 KK0568  STATE/COUNTY-  CO/ARAPAHOE
 KK0568  USGS QUAD   -  FORT LOGAN (1994)
 KK0568
 KK0568                         *CURRENT SURVEY CONTROL
 KK0568  ___________________________________________________________________
 KK0568* NAD 83(1986)-  39 38 36.     (N)    105 00 17.     (W)     SCALED    
 KK0568* NAVD 88     -      1620.503  (meters)    5316.60   (feet)  POSTED    
 KK0568  ___________________________________________________________________
 KK0568  GEOID HEIGHT-         -16.87  (meters)                     GEOID03
 KK0568  DYNAMIC HT  -        1618.920 (meters)    5311.41  (feet)  COMP
 KK0568  MODELED GRAV-     979,592.5   (mgal)                       NAVD 88
 KK0568
 KK0568  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 KK0568
 KK0568.The horizontal coordinates were scaled from a topographic map and have
 KK0568.an estimated accuracy of +/- 6 seconds.
 KK0568
 KK0568.The orthometric height was determined by differential leveling
 KK0568.and adjusted by the National Geodetic Survey in 1992..
 KK0568.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 KK0568.rate of 0.0 thru 1.0 mm/km.
 KK0568
 KK0568.The geoid height was determined by GEOID03.
 KK0568
 KK0568.The dynamic height is computed by dividing the NAVD 88
 KK0568.geopotential number by the normal gravity value computed on the
 KK0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0568.degrees latitude (g = 980.6199 gals.).
 KK0568
 KK0568.The modeled gravity was interpolated from observed gravity values.
 KK0568
 KK0568;                    North         East    Units  Estimated Accuracy
 KK0568;SPC CO C     -   505,850.      956,910.      MT  (+/- 180 meters Scaled)
 KK0568
 KK0568                          SUPERSEDED SURVEY CONTROL
 KK0568
 KK0568  NGVD 29 (??/??/92) 1619.572  (m)         5313.55   (f) ADJ UNCH    1 2
 KK0568
 KK0568.Superseded values are not recommended for survey control.
 KK0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0568.See file dsdata.txt to determine how the superseded data were derived.
 KK0568
 KK0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD995881(NAD 83)
 KK0568_MARKER: DB = BENCH MARK DISK
 KK0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0568_STAMPING: N 355 1954
 KK0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0568+STABILITY: SURFACE MOTION
 KK0568
 KK0568  HISTORY     - Date     Condition        Report By
 KK0568  HISTORY     - 1954     MONUMENTED       CGS
 KK0568  HISTORY     - 1955     GOOD             NGS
 KK0568  HISTORY     - 1982     MARK NOT FOUND   NGS
 KK0568  HISTORY     - 1983     MARK NOT FOUND   NGS
 KK0568
 KK0568                          STATION DESCRIPTION
 KK0568
 KK0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK0568'0.7 MI S FROM ENGLEWOOD.
 KK0568'0.7 MILE SOUTH ALONG THE DENVER AND RIO GRANDE WESTERN
 KK0568'RAILROAD FROM THE ATCHISON, TOPEKA AND SANTA FE RAILROAD
 KK0568'STATION AT ENGLEWOOD, 90 FEET EAST OF THE EAST RAIL OF THE DENVER
 KK0568'AND RIO GRANDE WESTERN RAILROAD, 67 FEET WEST OF THE WEST RAIL OF
 KK0568'THE ATCHISON, TOPEKA AND SANTA FE RAILROAD, 42 FEET SOUTHEAST
 KK0568'OF THE SOUTHEAST CORNER OF THE PHONE BOOTH AT MILITARY JUNCTION,
 KK0568'7 FEET EAST OF A TELEPHONE POLE 2 FEET NORTH OF A WITNESS
 KK0568'POST, 0.2 MILE SOUTH OF MILEPOST 8, SET IN THE TOP OF A
 KK0568'CONCRETE POST WHICH PROJECTS 0.3 FOOT ABOVE THE GROUND.
 KK0568
 KK0568                          STATION RECOVERY (1955)
 KK0568
 KK0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 KK0568'RECOVERED IN GOOD CONDITION.
 KK0568
 KK0568                          STATION RECOVERY (1982)
 KK0568
 KK0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 KK0568'MARK NOT FOUND.
 KK0568
 KK0568                          STATION RECOVERY (1983)
 KK0568
 KK0568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 KK0568'THIS LOCATION IS NOW A LUMBER YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0338 ***********************************************************************
 LL0338  DESIGNATION -  N 356
 LL0338  PID         -  LL0338
 LL0338  STATE/COUNTY-  CO/LARIMER
 LL0338  USGS QUAD   -  COBB LAKE (1978)
 LL0338
 LL0338                         *CURRENT SURVEY CONTROL
 LL0338  ___________________________________________________________________
 LL0338* NAD 83(1986)-  40 42 41.     (N)    104 57 43.     (W)     SCALED    
 LL0338* NAVD 88     -      1600.038  (meters)    5249.46   (feet)  ADJUSTED  
 LL0338  ___________________________________________________________________
 LL0338  GEOID HEIGHT-         -16.26  (meters)                     GEOID03
 LL0338  DYNAMIC HT  -        1598.686 (meters)    5245.02  (feet)  COMP
 LL0338  MODELED GRAV-     979,723.4   (mgal)                       NAVD 88
 LL0338
 LL0338  VERT ORDER  -  FIRST     CLASS II
 LL0338
 LL0338.The horizontal coordinates were scaled from a topographic map and have
 LL0338.an estimated accuracy of +/- 6 seconds.
 LL0338
 LL0338.The orthometric height was determined by differential leveling
 LL0338.and adjusted by the National Geodetic Survey in June 1991..
 LL0338
 LL0338.The geoid height was determined by GEOID03.
 LL0338
 LL0338.The dynamic height is computed by dividing the NAVD 88
 LL0338.geopotential number by the normal gravity value computed on the
 LL0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0338.degrees latitude (g = 980.6199 gals.).
 LL0338
 LL0338.The modeled gravity was interpolated from observed gravity values.
 LL0338
 LL0338;                    North         East    Units  Estimated Accuracy
 LL0338;SPC CO N     -   457,950.      959,870.      MT  (+/- 180 meters Scaled)
 LL0338
 LL0338                          SUPERSEDED SURVEY CONTROL
 LL0338
 LL0338  NGVD 29 (??/??/92) 1599.067  (m)         5246.27   (f) ADJ UNCH    1 2
 LL0338
 LL0338.Superseded values are not recommended for survey control.
 LL0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0338.See file dsdata.txt to determine how the superseded data were derived.
 LL0338
 LL0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TEF032067(NAD 83)
 LL0338_MARKER: DB = BENCH MARK DISK
 LL0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0338_STAMPING: N 356 1954
 LL0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0338+STABILITY: SURFACE MOTION
 LL0338
 LL0338  HISTORY     - Date     Condition        Report By
 LL0338  HISTORY     - 1954     MONUMENTED       CGS
 LL0338  HISTORY     - 1983     MARK NOT FOUND   CGS
 LL0338  HISTORY     - 1984     MARK NOT FOUND   NGS
 LL0338
 LL0338                          STATION DESCRIPTION
 LL0338
 LL0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LL0338'7.1 MI E FROM WAVERLY.
 LL0338'1.7 MILES SOUTHEAST ALONG STATE HIGHWAY 253 FROM THE WAVERLY
 LL0338'SCHOOL AT WAVERLY, THENCE 5.4 MILES EAST ALONG A GRAVELED ROAD,
 LL0338'60 FEET NORTH OF THE CENTER LINE OF AN EAST AND WEST ROAD, 27 FEET
 LL0338'WEST OF THE CENTER LINE OF A NORTH AND SOUTH ROAD, 6 FEET SOUTH OF
 LL0338'A TELEPHONE POLE, 1.3 FEET EAST OF A FENCE, 3 FEET NORTH OF A
 LL0338'WITNESS POST, 1.1 MILES WEST OF BENCH MARK M 356, SET IN THE TOP
 LL0338'OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE GROUND.
 LL0338
 LL0338                          STATION RECOVERY (1983)
 LL0338
 LL0338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1983
 LL0338'MARK NOT FOUND.
 LL0338
 LL0338                          STATION RECOVERY (1984)
 LL0338
 LL0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 LL0338'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KJ0301 ***********************************************************************
 KJ0301  DESIGNATION -  N 357
 KJ0301  PID         -  KJ0301
 KJ0301  STATE/COUNTY-  CO/ADAMS
 KJ0301  USGS QUAD   -  NOONEN RESERVOIR (1969)
 KJ0301
 KJ0301                         *CURRENT SURVEY CONTROL
 KJ0301  ___________________________________________________________________
 KJ0301* NAD 83(1986)-  39 44 24.     (N)    103 58 00.     (W)     SCALED    
 KJ0301* NAVD 88     -      1546.017  (meters)    5072.22   (feet)  ADJUSTED  
 KJ0301  ___________________________________________________________________
 KJ0301  GEOID HEIGHT-         -19.08  (meters)                     GEOID03
 KJ0301  DYNAMIC HT  -        1544.623 (meters)    5067.65  (feet)  COMP
 KJ0301  MODELED GRAV-     979,669.9   (mgal)                       NAVD 88
 KJ0301
 KJ0301  VERT ORDER  -  SECOND    CLASS 0
 KJ0301
 KJ0301.The horizontal coordinates were scaled from a topographic map and have
 KJ0301.an estimated accuracy of +/- 6 seconds.
 KJ0301
 KJ0301.The orthometric height was determined by differential leveling
 KJ0301.and adjusted by the National Geodetic Survey in June 1991..
 KJ0301
 KJ0301.The geoid height was determined by GEOID03.
 KJ0301
 KJ0301.The dynamic height is computed by dividing the NAVD 88
 KJ0301.geopotential number by the normal gravity value computed on the
 KJ0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KJ0301.degrees latitude (g = 980.6199 gals.).
 KJ0301
 KJ0301.The modeled gravity was interpolated from observed gravity values.
 KJ0301
 KJ0301;                    North         East    Units  Estimated Accuracy
 KJ0301;SPC CO N     -   351,090.    1,045,830.      MT  (+/- 180 meters Scaled)
 KJ0301
 KJ0301                          SUPERSEDED SURVEY CONTROL
 KJ0301
 KJ0301  NGVD 29 (??/??/92) 1545.213  (m)         5069.59   (f) ADJ UNCH    2 0
 KJ0301
 KJ0301.Superseded values are not recommended for survey control.
 KJ0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KJ0301.See file dsdata.txt to determine how the superseded data were derived.
 KJ0301
 KJ0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED885994(NAD 83)
 KJ0301_MARKER: DB = BENCH MARK DISK
 KJ0301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KJ0301_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KJ0301_STAMPING: N 357 1954
 KJ0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KJ0301+STABILITY: SURFACE MOTION
 KJ0301
 KJ0301  HISTORY     - Date     Condition        Report By
 KJ0301  HISTORY     - 1954     MONUMENTED       CGS
 KJ0301
 KJ0301                          STATION DESCRIPTION
 KJ0301
 KJ0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KJ0301'15.8 MI E FROM BYERS.
 KJ0301'0.5 MILE SOUTHEAST ALONG U.S. HIGHWAYS 40 AND 287 FROM THE UNION
 KJ0301'PACIFIC RAILROAD STATION AT BYERS, THENCE 4.5 MILES EAST ALONG A
 KJ0301'GRAVELED ROAD, THENCE 2.0 MILES NORTH ALONG A GRAVELED ROAD, THENCE
 KJ0301'8.4 MILES EAST ALONG U.S. HIGHWAY 36, THENCE 0.4 MILE EAST ALONG AN
 KJ0301'ABANDONED ROAD, 0.5 MILE NORTH OF U.S. HIGHWAY 36, ON TOP OF A HILL,
 KJ0301'287 FEET WEST OF A NORTH AND SOUTH FENCE, 51 FEET NORTH OF THE
 KJ0301'CENTER LINE OF AN ABANDONED ROAD, 2 FEET EAST OF A WITNESS POST,
 KJ0301'1.2 MILES WEST OF BENCH MARK H 57, SET IN THE TOP OF A CONCRETE POST
 KJ0301'WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JK0122 ***********************************************************************
 JK0122  DESIGNATION -  N 358
 JK0122  PID         -  JK0122
 JK0122  STATE/COUNTY-  CO/PUEBLO
 JK0122  USGS QUAD   -  SOUTHEAST PUEBLO (1974)
 JK0122
 JK0122                         *CURRENT SURVEY CONTROL
 JK0122  ___________________________________________________________________
 JK0122* NAD 83(1986)-  38 14 03.     (N)    104 35 41.     (W)     SCALED    
 JK0122* NAVD 88     -      1437.737  (meters)    4716.98   (feet)  ADJUSTED  
 JK0122  ___________________________________________________________________
 JK0122  GEOID HEIGHT-         -19.25  (meters)                     GEOID03
 JK0122  DYNAMIC HT  -        1436.234 (meters)    4712.04  (feet)  COMP
 JK0122  MODELED GRAV-     979,534.0   (mgal)                       NAVD 88
 JK0122
 JK0122  VERT ORDER  -  FIRST     CLASS II
 JK0122
 JK0122.The horizontal coordinates were scaled from a topographic map and have
 JK0122.an estimated accuracy of +/- 6 seconds.
 JK0122
 JK0122.The orthometric height was determined by differential leveling
 JK0122.and adjusted by the National Geodetic Survey in June 1991..
 JK0122
 JK0122.The geoid height was determined by GEOID03.
 JK0122
 JK0122.The dynamic height is computed by dividing the NAVD 88
 JK0122.geopotential number by the normal gravity value computed on the
 JK0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JK0122.degrees latitude (g = 980.6199 gals.).
 JK0122
 JK0122.The modeled gravity was interpolated from observed gravity values.
 JK0122
 JK0122;                    North         East    Units  Estimated Accuracy
 JK0122;SPC CO S     -   479,160.      993,660.      MT  (+/- 180 meters Scaled)
 JK0122
 JK0122                          SUPERSEDED SURVEY CONTROL
 JK0122
 JK0122  NGVD 29 (??/??/92) 1436.894  (m)         4714.21   (f) ADJ UNCH    1 2
 JK0122
 JK0122.Superseded values are not recommended for survey control.
 JK0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JK0122.See file dsdata.txt to determine how the superseded data were derived.
 JK0122
 JK0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SEC354318(NAD 83)
 JK0122_MARKER: DB = BENCH MARK DISK
 JK0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JK0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JK0122_STAMPING: N 358 1954
 JK0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JK0122+STABILITY: SURFACE MOTION
 JK0122
 JK0122  HISTORY     - Date     Condition        Report By
 JK0122  HISTORY     - 1954     MONUMENTED       CGS
 JK0122  HISTORY     - 19960201 MARK NOT FOUND   CODOT
 JK0122  HISTORY     - 19960201 MARK NOT FOUND   CODOT
 JK0122
 JK0122                          STATION DESCRIPTION
 JK0122
 JK0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 JK0122'3.2 MI SE FROM PUEBLO.
 JK0122'3.2 MILES SOUTHEAST ALONG THE COLORADO AND SOUTHERN RAILROAD FROM
 JK0122'THE STATION AT PUEBLO, 7 RAILS SOUTHWEST OF THE SOUTHWEST END OF
 JK0122'TRESTLE 121.69, 48 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 6 FEET
 JK0122'SOUTHEAST OF A TELEPHONE POLE, 3 FEET SOUTHWEST OF A WITNESS POST,
 JK0122'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FOOT ABOVE THE
 JK0122'GROUND.
 JK0122
 JK0122                          STATION RECOVERY (1996)
 JK0122
 JK0122'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (PG)
 JK0122'MARK NOT FOUND.
 JK0122
 JK0122                          STATION RECOVERY (1996)
 JK0122
 JK0122'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (PGG)
 JK0122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK1078 ***********************************************************************
 KK1078  DESIGNATION -  N 359
 KK1078  PID         -  KK1078
 KK1078  STATE/COUNTY-  CO/CLEAR CREEK
 KK1078  USGS QUAD   -  MT EVANS (1974)
 KK1078
 KK1078                         *CURRENT SURVEY CONTROL
 KK1078  ___________________________________________________________________
 KK1078* NAD 83(1986)-  39 35 52.     (N)    105 42 31.     (W)     SCALED    
 KK1078* NAVD 88     -      3532.474  (meters)   11589.46   (feet)  ADJUSTED  
 KK1078  ___________________________________________________________________
 KK1078  GEOID HEIGHT-         -12.26  (meters)                     GEOID03
 KK1078  DYNAMIC HT  -        3527.818 (meters)   11574.18  (feet)  COMP
 KK1078  MODELED GRAV-     979,177.6   (mgal)                       NAVD 88
 KK1078
 KK1078  VERT ORDER  -  FIRST     CLASS II
 KK1078
 KK1078.The horizontal coordinates were scaled from a topographic map and have
 KK1078.an estimated accuracy of +/- 6 seconds.
 KK1078
 KK1078.The orthometric height was determined by differential leveling
 KK1078.and adjusted by the National Geodetic Survey in June 1991..
 KK1078
 KK1078.The geoid height was determined by GEOID03.
 KK1078
 KK1078.The dynamic height is computed by dividing the NAVD 88
 KK1078.geopotential number by the normal gravity value computed on the
 KK1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK1078.degrees latitude (g = 980.6199 gals.).
 KK1078
 KK1078.The modeled gravity was interpolated from observed gravity values.
 KK1078
 KK1078;                    North         East    Units  Estimated Accuracy
 KK1078;SPC CO C     -   500,690.      896,480.      MT  (+/- 180 meters Scaled)
 KK1078
 KK1078                          SUPERSEDED SURVEY CONTROL
 KK1078
 KK1078  NGVD 29 (??/??/92) 3530.708  (m)        11583.66   (f) ADJ UNCH    1 2
 KK1078
 KK1078.Superseded values are not recommended for survey control.
 KK1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK1078.See file dsdata.txt to determine how the superseded data were derived.
 KK1078
 KK1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SDD391833(NAD 83)
 KK1078_MARKER: DB = BENCH MARK DISK
 KK1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK1078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK1078_STAMPING: N 359 1954
 KK1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK1078+STABILITY: SURFACE MOTION
 KK1078
 KK1078  HISTORY     - Date     Condition        Report By
 KK1078  HISTORY     - 1954     MONUMENTED       CGS
 KK1078
 KK1078                          STATION DESCRIPTION
 KK1078
 KK1078'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 KK1078'10.2 MI S FROM GEORGETOWN.
 KK1078'8.65 MILES SOUTH ALONG A WINDING GRAVELED ROAD FROM THE POST
 KK1078'OFFICE AT GEORGETOWN, THENCE 1.6 MILES SOUTHEAST ALONG THE
 KK1078'GEORGETOWN AND GRANT ROAD, ON THE OUTSIDE OF A CURVE IN THE ROAD,
 KK1078'61 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2.2 FEET EAST
 KK1078'OF A WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH
 KK1078'PROJECTS 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0791 ***********************************************************************
 LL0791  DESIGNATION -  N 360
 LL0791  PID         -  LL0791
 LL0791  STATE/COUNTY-  CO/GRAND
 LL0791  USGS QUAD   -  GRANBY (1978)
 LL0791
 LL0791                         *CURRENT SURVEY CONTROL
 LL0791  ___________________________________________________________________
 LL0791* NAD 83(1986)-  40 06 30.     (N)    105 58 48.     (W)     SCALED    
 LL0791* NAVD 88     -      2391.818  (meters)    7847.16   (feet)  ADJUSTED  
 LL0791  ___________________________________________________________________
 LL0791  GEOID HEIGHT-         -12.58  (meters)                     GEOID03
 LL0791  DYNAMIC HT  -        2389.187 (meters)    7838.52  (feet)  COMP
 LL0791  MODELED GRAV-     979,439.6   (mgal)                       NAVD 88
 LL0791
 LL0791  VERT ORDER  -  FIRST     CLASS II
 LL0791
 LL0791.The horizontal coordinates were scaled from a topographic map and have
 LL0791.an estimated accuracy of +/- 6 seconds.
 LL0791
 LL0791.The orthometric height was determined by differential leveling
 LL0791.and adjusted by the National Geodetic Survey in June 1991..
 LL0791
 LL0791.The geoid height was determined by GEOID03.
 LL0791
 LL0791.The dynamic height is computed by dividing the NAVD 88
 LL0791.geopotential number by the normal gravity value computed on the
 LL0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0791.degrees latitude (g = 980.6199 gals.).
 LL0791
 LL0791.The modeled gravity was interpolated from observed gravity values.
 LL0791
 LL0791;                    North         East    Units  Estimated Accuracy
 LL0791;SPC CO N     -   390,960.      873,480.      MT  (+/- 180 meters Scaled)
 LL0791
 LL0791                          SUPERSEDED SURVEY CONTROL
 LL0791
 LL0791  NGVD 29 (??/??/92) 2390.445  (m)         7842.65   (f) ADJ UNCH    1 2
 LL0791
 LL0791.Superseded values are not recommended for survey control.
 LL0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0791.See file dsdata.txt to determine how the superseded data were derived.
 LL0791
 LL0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE164402(NAD 83)
 LL0791_MARKER: DB = BENCH MARK DISK
 LL0791_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LL0791_SP_SET: CULVERT
 LL0791_STAMPING: N 360 1954
 LL0791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LL0791
 LL0791  HISTORY     - Date     Condition        Report By
 LL0791  HISTORY     - 1954     MONUMENTED       CGS
 LL0791
 LL0791                          STATION DESCRIPTION
 LL0791
 LL0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LL0791'3.2 MI W FROM GRANBY.
 LL0791'3.2 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LL0791'GRANBY, 0.1 MILE EAST OF A JUNCTION WITH STATE HIGHWAY 125, 19
 LL0791'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF
 LL0791'THE WEST END OF THE NORTH CONCRETE HEADWALL OF A 24 INCH PIPE
 LL0791'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LL0824 ***********************************************************************
 LL0824  DESIGNATION -  N 361
 LL0824  PID         -  LL0824
 LL0824  STATE/COUNTY-  CO/GRAND
 LL0824  USGS QUAD   -  TRAIL MOUNTAIN (1978)
 LL0824
 LL0824                         *CURRENT SURVEY CONTROL
 LL0824  ___________________________________________________________________
 LL0824* NAD 83(1986)-  40 08 39.     (N)    105 59 52.     (W)     SCALED    
 LL0824* NAVD 88     -      2560.495  (meters)    8400.56   (feet)  ADJUSTED  
 LL0824  ___________________________________________________________________
 LL0824  GEOID HEIGHT-         -12.53  (meters)                     GEOID03
 LL0824  DYNAMIC HT  -        2557.605 (meters)    8391.08  (feet)  COMP
 LL0824  MODELED GRAV-     979,404.4   (mgal)                       NAVD 88
 LL0824
 LL0824  VERT ORDER  -  FIRST     CLASS II
 LL0824
 LL0824.The horizontal coordinates were scaled from a topographic map and have
 LL0824.an estimated accuracy of +/- 6 seconds.
 LL0824
 LL0824.The orthometric height was determined by differential leveling
 LL0824.and adjusted by the National Geodetic Survey in June 1991..
 LL0824
 LL0824.The geoid height was determined by GEOID03.
 LL0824
 LL0824.The dynamic height is computed by dividing the NAVD 88
 LL0824.geopotential number by the normal gravity value computed on the
 LL0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LL0824.degrees latitude (g = 980.6199 gals.).
 LL0824
 LL0824.The modeled gravity was interpolated from observed gravity values.
 LL0824
 LL0824;                    North         East    Units  Estimated Accuracy
 LL0824;SPC CO N     -   394,950.      871,990.      MT  (+/- 180 meters Scaled)
 LL0824
 LL0824                          SUPERSEDED SURVEY CONTROL
 LL0824
 LL0824  NGVD 29 (??/??/92) 2559.058  (m)         8395.84   (f) ADJ UNCH    1 2
 LL0824
 LL0824.Superseded values are not recommended for survey control.
 LL0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LL0824.See file dsdata.txt to determine how the superseded data were derived.
 LL0824
 LL0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TDE150442(NAD 83)
 LL0824_MARKER: DB = BENCH MARK DISK
 LL0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LL0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LL0824_STAMPING: N 361 1954
 LL0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LL0824+STABILITY: SURFACE MOTION
 LL0824
 LL0824  HISTORY     - Date     Condition        Report By
 LL0824  HISTORY     - 1954     MONUMENTED       CGS
 LL0824
 LL0824                          STATION DESCRIPTION
 LL0824
 LL0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LL0824'6.1 MI NW FROM GRANBY.
 LL0824'3.3 MILES WEST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT
 LL0824'GRANBY, THENCE 2.8 MILES NORTH ALONG STATE HIGHWAY 125, 71 FEET
 LL0824'EAST OF THE CENTER LINE OF THE HIGHWAY, 1.8 FEET NORTH OF A WITNESS
 LL0824'POST, 60 FEET SOUTHEAST OF THE SOUTH END OF THE EAST HEADWALL
 LL0824'OF A CONCRETE CULVERT, SET IN THE TOP OF A CONCRETE POST WHICH
 LL0824'PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0069 ***********************************************************************
 LM0069  DESIGNATION -  N 362
 LM0069  PID         -  LM0069
 LM0069  STATE/COUNTY-  CO/JACKSON
 LM0069  USGS QUAD   -  MAC FARLANE RESERVOIR (1955)
 LM0069
 LM0069                         *CURRENT SURVEY CONTROL
 LM0069  ___________________________________________________________________
 LM0069* NAD 83(1986)-  40 35 23.     (N)    106 17 46.     (W)     SCALED    
 LM0069* NAVD 88     -      2548.051  (meters)    8359.73   (feet)  ADJUSTED  
 LM0069  ___________________________________________________________________
 LM0069  GEOID HEIGHT-         -12.21  (meters)                     GEOID03
 LM0069  DYNAMIC HT  -        2545.292 (meters)    8350.68  (feet)  COMP
 LM0069  MODELED GRAV-     979,450.2   (mgal)                       NAVD 88
 LM0069
 LM0069  VERT ORDER  -  FIRST     CLASS II
 LM0069
 LM0069.The horizontal coordinates were scaled from a topographic map and have
 LM0069.an estimated accuracy of +/- 6 seconds.
 LM0069
 LM0069.The orthometric height was determined by differential leveling
 LM0069.and adjusted by the National Geodetic Survey in June 1991..
 LM0069
 LM0069.The geoid height was determined by GEOID03.
 LM0069
 LM0069.The dynamic height is computed by dividing the NAVD 88
 LM0069.geopotential number by the normal gravity value computed on the
 LM0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0069.degrees latitude (g = 980.6199 gals.).
 LM0069
 LM0069.The modeled gravity was interpolated from observed gravity values.
 LM0069
 LM0069;                    North         East    Units  Estimated Accuracy
 LM0069;SPC CO N     -   444,600.      847,010.      MT  (+/- 180 meters Scaled)
 LM0069
 LM0069                          SUPERSEDED SURVEY CONTROL
 LM0069
 LM0069  NGVD 29 (??/??/92) 2546.607  (m)         8354.99   (f) ADJ UNCH    1 2
 LM0069
 LM0069.Superseded values are not recommended for survey control.
 LM0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0069.See file dsdata.txt to determine how the superseded data were derived.
 LM0069
 LM0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE903940(NAD 83)
 LM0069_MARKER: DB = BENCH MARK DISK
 LM0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0069_STAMPING: N 362 1954
 LM0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0069+STABILITY: SURFACE MOTION
 LM0069
 LM0069  HISTORY     - Date     Condition        Report By
 LM0069  HISTORY     - 1954     MONUMENTED       CGS
 LM0069
 LM0069                          STATION DESCRIPTION
 LM0069
 LM0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 LM0069'11.1 MI S FROM WALDEN.
 LM0069'11.1 MILES SOUTH ALONG STATE HIGHWAY 125 FROM THE POST OFFICE AT
 LM0069'WALDEN, 59 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET SOUTH
 LM0069'OF THE CENTER LINE OF A ROAD LEADING TO A RANCH, 2.7 FEET WEST OF A
 LM0069'FENCE, 3 FEET SOUTH OF A WITNESS POST, SET IN THE TOP OF A CONCRETE
 LM0069'POST WHICH PROJECTS 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0211 ***********************************************************************
 JJ0211  FBN         -  This is a Federal Base Network Control Station.
 JJ0211  DESIGNATION -  N 37
 JJ0211  PID         -  JJ0211
 JJ0211  STATE/COUNTY-  CO/KIOWA
 JJ0211  USGS QUAD   -  ALKALI LAKE (1968)
 JJ0211
 JJ0211                         *CURRENT SURVEY CONTROL
 JJ0211  ___________________________________________________________________
 JJ0211* NAD 83(1992)-  38 26 25.06954(N)    102 43 50.67291(W)     ADJUSTED  
 JJ0211* NAVD 88     -      1263.844  (meters)    4146.46   (feet)  ADJUSTED  
 JJ0211  ___________________________________________________________________
 JJ0211  X           -  -1,102,545.346 (meters)                     COMP
 JJ0211  Y           -  -4,880,168.795 (meters)                     COMP
 JJ0211  Z           -   3,944,612.235 (meters)                     COMP
 JJ0211  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 JJ0211  ELLIP HEIGHT-        1241.12  (meters)          (09/24/02) GPS OBS
 JJ0211  GEOID HEIGHT-         -22.74  (meters)                     GEOID03
 JJ0211  DYNAMIC HT  -        1262.651 (meters)    4142.55  (feet)  COMP
 JJ0211  MODELED GRAV-     979,640.7   (mgal)                       NAVD 88
 JJ0211
 JJ0211  HORZ ORDER  -  B
 JJ0211  VERT ORDER  -  FIRST     CLASS II
 JJ0211  ELLP ORDER  -  THIRD     CLASS I
 JJ0211
 JJ0211.The horizontal coordinates were established by GPS observations
 JJ0211.and adjusted by the National Geodetic Survey in May 1992..
 JJ0211
 JJ0211.The orthometric height was determined by differential leveling
 JJ0211.and adjusted by the National Geodetic Survey in June 1991..
 JJ0211
 JJ0211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 JJ0211
 JJ0211.The Laplace correction was computed from DEFLEC99 derived deflections.
 JJ0211
 JJ0211.The ellipsoidal height was determined by GPS observations
 JJ0211.and is referenced to NAD 83.
 JJ0211
 JJ0211.The geoid height was determined by GEOID03.
 JJ0211
 JJ0211.The dynamic height is computed by dividing the NAVD 88
 JJ0211.geopotential number by the normal gravity value computed on the
 JJ0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0211.degrees latitude (g = 980.6199 gals.).
 JJ0211
 JJ0211.The modeled gravity was interpolated from observed gravity values.
 JJ0211
 JJ0211;                    North         East     Units Scale Factor Converg.
 JJ0211;SPC CO S     -   505,235.333 1,156,135.990   MT  1.00000128   +1 41 55.0
 JJ0211;SPC CO S     - 1,657,592.92  3,793,089.49   sFT  1.00000128   +1 41 55.0
 JJ0211;UTM  13      - 4,257,107.737   698,049.531   MT  1.00008306   +1 24 40.5
 JJ0211
 JJ0211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 JJ0211!SPC CO S     -   0.99980530  x   1.00000128  =   0.99980658
 JJ0211!UTM  13      -   0.99980530  x   1.00008306  =   0.99988834
 JJ0211
 JJ0211|---------------------------------------------------------------------|
 JJ0211| PID    Reference Object                     Distance      Geod. Az  |
 JJ0211|                                                           dddmmss.s |
 JJ0211| CM8399 N 37 RM 1                            14.788 METERS 02054     |
 JJ0211| CM8398 N 37 AZ MK                                         1753207.7 |
 JJ0211| CM8400 N 37 RM 2                            31.850 METERS 27328     |
 JJ0211| JJ0864 EADS MUNICIPAL WATER STANDPIPE      APPROX. 6.1 KM 3131446.3 |
 JJ0211| JJ0863 EADS H B S GRAIN ELEV               APPROX. 6.1 KM 3143714.7 |
 JJ0211| JJ0862 EADS MUNICIPAL TANK                 APPROX. 6.1 KM 3144720.7 |
 JJ0211|---------------------------------------------------------------------|
 JJ0211
 JJ0211                          SUPERSEDED SURVEY CONTROL
 JJ0211
 JJ0211  ELLIP H (05/26/92) 1241.08   (m)                       GP(       ) 4 1
 JJ0211  NAD 83(1986)-  38 26 25.06949(N)    102 43 50.66614(W) AD(       ) 3
 JJ0211  NAD 27      -  38 26 25.04758(N)    102 43 48.96922(W) AD(       ) 3
 JJ0211  NAVD 88 (05/26/92) 1263.84   (m)         4146.4    (f) LEVELING    3  
 JJ0211  NGVD 29 (??/??/92) 1263.282  (m)         4144.62   (f) ADJ UNCH    1 2
 JJ0211
 JJ0211.Superseded values are not recommended for survey control.
 JJ0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0211.See file dsdata.txt to determine how the superseded data were derived.
 JJ0211
 JJ0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SFC9805057108(NAD 83)
 JJ0211_MARKER: DB = BENCH MARK DISK
 JJ0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0211_SP_SET: CONCRETE POST
 JJ0211_STAMPING: N 37 1933
 JJ0211_MARK LOGO: CGS   
 JJ0211_MAGNETIC: N = NO MAGNETIC MATERIAL
 JJ0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0211+STABILITY: SURFACE MOTION
 JJ0211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 JJ0211+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2002
 JJ0211
 JJ0211  HISTORY     - Date     Condition        Report By
 JJ0211  HISTORY     - 1933     MONUMENTED       CGS
 JJ0211  HISTORY     - 1967     GOOD             USGS
 JJ0211  HISTORY     - 1978     GOOD             NGS
 JJ0211  HISTORY     - 19910413 GOOD             NGS
 JJ0211  HISTORY     - 19960329 GOOD             CODOT
 JJ0211  HISTORY     - 19990421 GOOD             NGS
 JJ0211  HISTORY     - 20021021 GOOD             CODOT
 JJ0211
 JJ0211                          STATION DESCRIPTION
 JJ0211
 JJ0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (WRH)
 JJ0211'THE STATION IS LOCATED AIRLINE, ABOUT 4-1/2 MILES SOUTHEAST OF
 JJ0211'EADS AND ABOUT 10 MILES WEST OF CHEVINGTON ALONG THE WEST SIDE OF
 JJ0211'U.S. HIGHWAY 287.
 JJ0211'
 JJ0211'THE STATION IS A STANDARD U.S.C. AND G.S. BENCH MARK DISK
 JJ0211'STAMPED N37 1933 SET IN TOP OF A 12-INCH SQUARE CONCRETE
 JJ0211'MONUMENT WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT
 JJ0211'IS 69 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 24 FEET NORTH
 JJ0211'OF THE CENTER LINE OF A DIRT ROAD AND 7 FEET WEST OF A WHITE
 JJ0211'WITNESS POST.
 JJ0211'
 JJ0211'REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BM N37
 JJ0211'NO 1 1954 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH
 JJ0211'PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND IS ABOUT THE SAME
 JJ0211'ELEVATION AS THE STATION.  IT IS 6 INCHES WEST OF A NORTH-SOUTH
 JJ0211'FENCE LINE AND 33 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.
 JJ0211'
 JJ0211'REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BM N37
 JJ0211'NO 2 1954 SET IN TOP OF A 10-INCH SQUARE CONCRETE MONUMENT
 JJ0211'WHICH PROJECTS ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT
 JJ0211'THE SAME ELEVATION AS THE STATION.  IT IS 4 FEET NORTH OF AN
 JJ0211'EAST-WEST FENCE LINE AND 24 FEET NORTH OF THE CENTER LINE
 JJ0211'OF A DIRT ROAD.
 JJ0211'
 JJ0211'THE AZIMUTH MARK IS A STANDARD DISK STAMPED BM N37 1954 SET IN
 JJ0211'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS ABOUT
 JJ0211'5 INCHES ABOVE THE GROUND.  IT IS 48 FEET EAST OF THE CENTER LINE
 JJ0211'OF THE HIGHWAY AND IS 1 FOOT WEST OF A NORTH-SOUTH FENCE LINE.
 JJ0211'
 JJ0211'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S.
 JJ0211'HIGHWAY 287 FOR 0.3 MILE TO THE AZIMUTH MARK ON THE LEFT, EAST
 JJ0211'SIDE.
 JJ0211'
 JJ0211'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 287 AND
 JJ0211'STATE HIGHWAY 96 IN EADS, GO EAST ON U.S. HIGHWAY 287 AND
 JJ0211'STATE HIGHWAY 96 FOR 2.7 MILES TO A JUNCTION.  TURN SOUTH AND
 JJ0211'FOLLOW U.S. HIGHWAY 287 FOR 4.3 MILES TO A CROSS ROAD, A WHITE
 JJ0211'WITNESS POST AND THE STATION ON THE RIGHT, WEST SIDE.
 JJ0211
 JJ0211                          STATION RECOVERY (1967)
 JJ0211
 JJ0211'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 JJ0211'5 MI SW FROM EADS.
 JJ0211'5.0 MILES WEST AND SOUTH FROM THE MISSOURI PACIFIC RR STATION AT EADS
 JJ0211'ALONG U.S. HIGHWAY 287, AT THE INTERSECTION OF A GRADED ROAD, 70
 JJ0211'FEET WEST OF CENTERLINE OF HIGHWAY, 30 FEET NORTH OF CENTERLINE
 JJ0211'ROAD, 20 FEET WEST OF POWERPOLE, 18 FEET WEST OF R.O.W. FENCE CORNER,
 JJ0211'2 FEET SOUTH OF FENCE, 1 FOOT SOUTH OF STEEL WITNESS POST.  A
 JJ0211'STANDARD TABLET STAMPED N 37 1933 AND SET IN THE TOP OF A
 JJ0211'CONCRETE POST PROJECTING 0.3 FOOT.
 JJ0211
 JJ0211                          STATION RECOVERY (1978)
 JJ0211
 JJ0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 JJ0211'STATION RECOVERED AND ALL MARKS ARE IN GOOD CONDITION.  DISTANCE AND
 JJ0211'DIRECTION TO REFERENCE MARK NUMBER 2 CHECKED ADEQUATELY.  DIRECTION TO
 JJ0211'REFERENCE MARK NUMBER 1 ALSO CHECKED ADEQUATELY BUT THE DISTANCE TO
 JJ0211'THE MARK DID NOT COMPARE WITH PREVIOUS DATA BY 0.016 METERS.
 JJ0211'
 JJ0211'LOCATION OF STATION IS STILL ADEQUATE BUT A DISCREPTANCY IN MILEAGE
 JJ0211'IN ROUTE TO STATION WAS NOTED.
 JJ0211'
 JJ0211'STATION IS REACHED FROM THE POST OFFICE IN EADS.  GO SOUTH ON MAINE
 JJ0211'STREET FOR 0.2 MILE TO JUNCTION WITH U.S. HIGHWAY 287 AND STATE
 JJ0211'HIGHWAY 96.  TURN LEFT AND GO EAST ON THE HIGHWAY FOR 2.7 MILES TO THE
 JJ0211'EAST JUNCTION OF THE TWO HIGHWAYS.  TURN RIGHT AND GO SOUTH ON
 JJ0211'HIGHWAY 287 FOR 2.25 MILES TO A CROSS ROAD AND STATION ON RIGHT, AS
 JJ0211'DESCRIBED.  CONTINUE SOUTH ON HIGHWAY 287 FOR 0.3 MILE TO THE
 JJ0211'AZIMUTH MARK ON THE LEFT, AS DESCRIBED.
 JJ0211'
 JJ0211'STATION IS A STANDARD BENCH MARK DISK, STAMPED---N 37 1933---SET IN
 JJ0211'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 9 INCHES, 59 FEET WEST
 JJ0211'OF CENTER OF U.S. HIGHWAY 287, 28 FEET NORTH OF CENTER OF AN EAST-WEST
 JJ0211'GRAVELED ROAD, 21 FEET WEST OF A FENCE CORNER POST, 3 FEET SOUTH OF AN
 JJ0211'EAST-WEST FENCE LINE, 1.8 FEET NORTHEAST OF A METAL WITNESS POST, 1.6
 JJ0211'FEET SOUTH-SOUTHEAST OF A METAL WITNESS POST.
 JJ0211'
 JJ0211'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED---BM N 37 NO 1 1954---
 JJ0211'SET IN TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 1 INCH, 51 FEET
 JJ0211'WEST OF CENTER OF THE HIGHWAY, 1 FOOT WEST OF A NORTH-SOUTH FENCE.
 JJ0211'
 JJ0211'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED---BM N 37 NO 2 1954---
 JJ0211'SET IN TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES, 34 FEET
 JJ0211'NORTH OF CENTER OF THE GRAVELED ROAD, 4 FEET NORTH OF EAST-WEST FENCE.
 JJ0211'
 JJ0211'AZIMUTH MARK IS A STANDARD DISK, STAMPED---BM N 37 1954---SET IN
 JJ0211'TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 1 INCH, 46 FEET EAST OF
 JJ0211'CENTER OF HIGHWAY 287, 10 FEET WEST OF WEST EDGE OF A CULTIVATED
 JJ0211'FIELD, 2.3 FEET NORTH OF A METAL WITNESS POST.
 JJ0211
 JJ0211                          STATION RECOVERY (1991)
 JJ0211
 JJ0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 JJ0211'STATION IS LOCATED ABOUT 6.5 KM (4.0 MI) SOUTHEAST OF EADS, 3.5 KM
 JJ0211'(2.2 MI) SOUTH OF THE JUNCTION OF US HIGHWAY 287 AND STATE HIGHWAY
 JJ0211'96, ALONG HIGHWAY 287, IN THE NORTHWEST ANGLE OF A CROSSROAD, ON
 JJ0211'COUNTY RIGHT-OF-WAY, IN THE SOUTHEAST CORNER OF SECTION 36, T 18 S, R
 JJ0211'48 W. OWNERSHIP--KIOWA COUNTY.
 JJ0211'TO REACH FROM THE JUNCTION OF US HIGHWAY 287 AND STATE HIGHWAY 96 IN
 JJ0211'EADS, GO EAST ON HIGHWAYS 287 AND 96 FOR 4.72 KM (2.93 MI) TO A CURVE
 JJ0211'RIGHT AND HIGHWAY 96 LEADING EAST.  CONTINUE SOUTH ON HIGHWAY 287 FOR
 JJ0211'3.59 KM (2.23 MI) TO A DIRT CROSSROAD AND THE STATION ON THE RIGHT.
 JJ0211'STATION MARK IS SET IN THE TOP OF A 30-CM SQUARE CONCRETE POST
 JJ0211'PROJECTING 15 CM.  IT IS 20.9 M (68.6 FT) WEST OF THE HIGHWAY CENTER,
 JJ0211'9.0 M (29.5 FT) NORTH OF, AND LEVEL WITH THE ROAD CENTER, 0.6 M
 JJ0211'(2.0 FT) NORTHEAST OF A METAL WITNESS POST, 0.6 M (2.0 FT) SOUTH OF A
 JJ0211'FIBERGLASS WITNESS POST AND 0.8 M (2.6 FT) SOUTH OF A WIRE FENCE.
 JJ0211'DESCRIBED BY G.R.HEID
 JJ0211
 JJ0211                          STATION RECOVERY (1996)
 JJ0211
 JJ0211'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 1996 (JRZ)
 JJ0211'RECOVERED AS DESCRIBED.  NEAR S.H.  287 MILEPOST 108.3.  TO REACH FROM
 JJ0211'EADS, GO EAST ON HIGHWAY 287 4.72 KM (2.93 MI) TO A CURVE RIGHT.
 JJ0211'CONTINUE SOUTH ON HIGHWAY 287 FOR 3.59 KM (2.23 MI) TO A DIRT
 JJ0211'CROSSROAD AND THE STATION ON THE RIGHT.  STATION MARK IS SET IN THE
 JJ0211'TOP OF A 30 CM SQUARE CONCRETE POST PROJECTING 10 CM FROM THE SURFACE
 JJ0211'.  STATION WAS RECOVERED IN GOOD CONDITION IN MARCH 1996.
 JJ0211
 JJ0211                          STATION RECOVERY (1999)
 JJ0211
 JJ0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (RSC)
 JJ0211'THE STATION WAS RECOVERED IN GOOD CONDITION WITH THE FOLLOWING
 JJ0211'ADDITIONS TO THE DESCRIPTION. IT IS 0.45 M SOUTH FROM A T-POST AND
 JJ0211'RIGHT-OF-WAY FENCE, 0.65 M NORTHWEST FROM A T-POST, 0.7 M NORTHEAST
 JJ0211'FROM A T-POST AND 5.5 M WEST FROM A FENCE CORNER.
 JJ0211
 JJ0211                          STATION RECOVERY (2002)
 JJ0211
 JJ0211'RECOVERY NOTE BY COLORADO DEPARTMENT OF TRANSPORTATION 2002 (RAQ)
 JJ0211'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTHEAST OF EADS, ON COUNTY
 JJ0211'ROAD RIGHT-OF-WAY.
 JJ0211'TO REACH THE STATION FROM EADS, GO EAST ON STATE HIGHWAY 287 FOR 2.93
 JJ0211'MILES (4.72 KM) TO A
 JJ0211'CURVE RIGHT. CONTINUE SOUTH ON STATE HIGHWAY 287 FOR 2.23 MILES (3.59
 JJ0211'KM) TO COUNTY ROAD
 JJ0211'N AND THE STATION ON RIGHT.  THE STATION IS SET IN THE TOP OF A 30 CM
 JJ0211'SQUARE CONCRETE
 JJ0211'POST PROJECTING 10 CM ABOVE GROUND.  LOCATED 29.5 FEET (9.0 METERS)
 JJ0211'NORTH OF THE
 JJ0211'CENTERLINE OF COUNTY ROAD N, 1.47 FEET (0.45 METERS) SOUTH OF KIOWA
 JJ0211'COUNTY RIGHT-OF-WAY
 JJ0211'FENCE, 2.30 FEET (0.7 METERS) NORTHEAST OF A STEEL WITNESS POST, AND
 JJ0211'18.0 FEET (5.5 METERS)
 JJ0211'WEST OF A FENCE CORNER.
 JJ0211'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KK0491 ***********************************************************************
 KK0491  DESIGNATION -  N 374
 KK0491  PID         -  KK0491
 KK0491  STATE/COUNTY-  CO/ARAPAHOE
 KK0491  USGS QUAD   -  WATKINS SE (1994)
 KK0491
 KK0491                         *CURRENT SURVEY CONTROL
 KK0491  ___________________________________________________________________
 KK0491* NAD 83(1986)-  39 34 43.     (N)    104 30 17.     (W)     SCALED    
 KK0491* NAVD 88     -      1862.665  (meters)    6111.09   (feet)  ADJUSTED  
 KK0491  ___________________________________________________________________
 KK0491  GEOID HEIGHT-         -17.88  (meters)                     GEOID03
 KK0491  DYNAMIC HT  -        1860.853 (meters)    6105.15  (feet)  COMP
 KK0491  MODELED GRAV-     979,586.9   (mgal)                       NAVD 88
 KK0491
 KK0491  VERT ORDER  -  SECOND    CLASS 0
 KK0491
 KK0491.The horizontal coordinates were scaled from a topographic map and have
 KK0491.an estimated accuracy of +/- 6 seconds.
 KK0491
 KK0491.The orthometric height was determined by differential leveling
 KK0491.and adjusted by the National Geodetic Survey in June 1991..
 KK0491
 KK0491.The geoid height was determined by GEOID03.
 KK0491
 KK0491.The dynamic height is computed by dividing the NAVD 88
 KK0491.geopotential number by the normal gravity value computed on the
 KK0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KK0491.degrees latitude (g = 980.6199 gals.).
 KK0491
 KK0491.The modeled gravity was interpolated from observed gravity values.
 KK0491
 KK0491;                    North         East    Units  Estimated Accuracy
 KK0491;SPC CO C     -   499,010.      999,910.      MT  (+/- 180 meters Scaled)
 KK0491
 KK0491                          SUPERSEDED SURVEY CONTROL
 KK0491
 KK0491  NGVD 29 (??/??/92) 1861.717  (m)         6107.98   (f) ADJ UNCH    2 0
 KK0491
 KK0491.Superseded values are not recommended for survey control.
 KK0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KK0491.See file dsdata.txt to determine how the superseded data were derived.
 KK0491
 KK0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SED425811(NAD 83)
 KK0491_MARKER: DB = BENCH MARK DISK
 KK0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KK0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KK0491_STAMPING: N 374 1960
 KK0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KK0491+STABILITY: SURFACE MOTION
 KK0491
 KK0491  HISTORY     - Date     Condition        Report By
 KK0491  HISTORY     - 1960     MONUMENTED       CGS
 KK0491  HISTORY     - 19910604 MARK NOT FOUND   USGS
 KK0491
 KK0491                          STATION DESCRIPTION
 KK0491
 KK0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 KK0491'18 MI ESE FROM BUCKLEY ANG BASE.
 KK0491'7.2 MILES EAST AND SOUTH ALONG COLORADO STATE HIGHWAY 30 FROM THE
 KK0491'MAIN GATE AT BUCKLEY A.N.G. BASE, THENCE LEFT FORK, EAST, 11.3 MILES,
 KK0491'THENCE SOUTH 4.1 MILES. THE MARK IS 45 FEET WEST OF THE CENTER OF
 KK0491'AN OILED ROAD AND 4.5 FEET SOUTH OF A METAL WITNESS POST.  IT IS A
 KK0491'STANDARD DISK SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT,
 KK0491'WHICH PROJECTS 4 INCHES.
 KK0491
 KK0491                          STATION RECOVERY (1991)
 KK0491
 KK0491'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1991
 KK0491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0138 ***********************************************************************
 LN0138  DESIGNATION -  N 379
 LN0138  PID         -  LN0138
 LN0138  STATE/COUNTY-  CO/MOFFAT
 LN0138  USGS QUAD   -  IRISH CANYON (1973)
 LN0138
 LN0138                         *CURRENT SURVEY CONTROL
 LN0138  ___________________________________________________________________
 LN0138* NAD 83(1986)-  40 51 49.     (N)    108 43 39.     (W)     SCALED    
 LN0138* NAVD 88     -      2054.408  (meters)    6740.17   (feet)  ADJUSTED  
 LN0138  ___________________________________________________________________
 LN0138  GEOID HEIGHT-         -15.00  (meters)                     GEOID03
 LN0138  DYNAMIC HT  -        2052.503 (meters)    6733.92  (feet)  COMP
 LN0138  MODELED GRAV-     979,623.1   (mgal)                       NAVD 88
 LN0138
 LN0138  VERT ORDER  -  SECOND    CLASS 0
 LN0138
 LN0138.The horizontal coordinates were scaled from a topographic map and have
 LN0138.an estimated accuracy of +/- 6 seconds.
 LN0138
 LN0138.The orthometric height was determined by differential leveling
 LN0138.and adjusted by the National Geodetic Survey in June 1991..
 LN0138
 LN0138.The geoid height was determined by GEOID03.
 LN0138
 LN0138.The dynamic height is computed by dividing the NAVD 88
 LN0138.geopotential number by the normal gravity value computed on the
 LN0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0138.degrees latitude (g = 980.6199 gals.).
 LN0138
 LN0138.The modeled gravity was interpolated from observed gravity values.
 LN0138
 LN0138;                    North         East    Units  Estimated Accuracy
 LN0138;SPC CO N     -   479,670.      642,350.      MT  (+/- 180 meters Scaled)
 LN0138
 LN0138                          SUPERSEDED SURVEY CONTROL
 LN0138
 LN0138  NGVD 29 (??/??/92) 2053.078  (m)         6735.81   (f) ADJ UNCH    2 0
 LN0138
 LN0138.Superseded values are not recommended for survey control.
 LN0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0138.See file dsdata.txt to determine how the superseded data were derived.
 LN0138
 LN0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL915261(NAD 83)
 LN0138_MARKER: DB = BENCH MARK DISK
 LN0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0138_STAMPING: N 379 1962
 LN0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0138+STABILITY: SURFACE MOTION
 LN0138
 LN0138  HISTORY     - Date     Condition        Report By
 LN0138  HISTORY     - 1962     MONUMENTED       CGS
 LN0138
 LN0138                          STATION DESCRIPTION
 LN0138
 LN0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0138'22.0 MI N FROM GREYSTONE.
 LN0138'9.4 MILES NORTH ALONG COUNTY ROAD 10 FROM THE STORE AND POST OFFICE AT
 LN0138'GREYSTONE, THENCE 12.6 MILES NORTH ALONG COUNTY ROAD 318, NEAR THE
 LN0138'SUMMIT OF A SMALL HILL, AT THE SOUTHWEST END OF A SMALL CUT, 68 FEET
 LN0138'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2.0 FEET NORTH OF A WITNESS
 LN0138'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LN0138'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0160 ***********************************************************************
 LN0160  DESIGNATION -  N 380
 LN0160  PID         -  LN0160
 LN0160  STATE/COUNTY-  CO/MOFFAT
 LN0160  USGS QUAD   -  GREYSTONE (1973)
 LN0160
 LN0160                         *CURRENT SURVEY CONTROL
 LN0160  ___________________________________________________________________
 LN0160* NAD 83(1986)-  40 36 46.     (N)    108 40 24.     (W)     SCALED    
 LN0160* NAVD 88     -      2029.783  (meters)    6659.38   (feet)  ADJUSTED  
 LN0160  ___________________________________________________________________
 LN0160  GEOID HEIGHT-         -15.63  (meters)                     GEOID03
 LN0160  DYNAMIC HT  -        2027.882 (meters)    6653.14  (feet)  COMP
 LN0160  MODELED GRAV-     979,615.3   (mgal)                       NAVD 88
 LN0160
 LN0160  VERT ORDER  -  SECOND    CLASS 0
 LN0160
 LN0160.The horizontal coordinates were scaled from a topographic map and have
 LN0160.an estimated accuracy of +/- 6 seconds.
 LN0160
 LN0160.The orthometric height was determined by differential leveling
 LN0160.and adjusted by the National Geodetic Survey in June 1991..
 LN0160
 LN0160.The geoid height was determined by GEOID03.
 LN0160
 LN0160.The dynamic height is computed by dividing the NAVD 88
 LN0160.geopotential number by the normal gravity value computed on the
 LN0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0160.degrees latitude (g = 980.6199 gals.).
 LN0160
 LN0160.The modeled gravity was interpolated from observed gravity values.
 LN0160
 LN0160;                    North         East    Units  Estimated Accuracy
 LN0160;SPC CO N     -   451,670.      645,920.      MT  (+/- 180 meters Scaled)
 LN0160
 LN0160                          SUPERSEDED SURVEY CONTROL
 LN0160
 LN0160  NGVD 29 (??/??/92) 2028.484  (m)         6655.12   (f) ADJ UNCH    2 0
 LN0160
 LN0160.Superseded values are not recommended for survey control.
 LN0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0160.See file dsdata.txt to determine how the superseded data were derived.
 LN0160
 LN0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXK968983(NAD 83)
 LN0160_MARKER: DB = BENCH MARK DISK
 LN0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0160_STAMPING: N 380 1962
 LN0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0160+STABILITY: SURFACE MOTION
 LN0160
 LN0160  HISTORY     - Date     Condition        Report By
 LN0160  HISTORY     - 1962     MONUMENTED       CGS
 LN0160
 LN0160                          STATION DESCRIPTION
 LN0160
 LN0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0160'0.2 MI N FROM GREYSTONE.
 LN0160'0.2 MILE NORTH ALONG COUNTY ROAD 10 FROM THE STORE AND POST OFFICE AT
 LN0160'GREYSTONE, 0.2 MILE SOUTH OF GREYSTONE CHURCH, 5.3 FEET SOUTH OF A T
 LN0160'JUNCTION FENCE POST, 30 FEET WEST OF THE CENTER LINE OF THE ROAD, 2.4
 LN0160'FEET EAST OF A FENCE, 2.0 FEET NORTH OF A WITNESS POST, ABOUT LEVEL
 LN0160'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7
 LN0160'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0216 ***********************************************************************
 LN0216  DESIGNATION -  N 381
 LN0216  PID         -  LN0216
 LN0216  STATE/COUNTY-  CO/MOFFAT
 LN0216  USGS QUAD   -  SWALLOW CANYON (1972)
 LN0216
 LN0216                         *CURRENT SURVEY CONTROL
 LN0216  ___________________________________________________________________
 LN0216* NAD 83(1986)-  40 52 06.     (N)    109 00 43.     (W)     SCALED    
 LN0216* NAVD 88     -      1755.356  (meters)    5759.03   (feet)  ADJUSTED  
 LN0216  ___________________________________________________________________
 LN0216  GEOID HEIGHT-         -14.42  (meters)                     GEOID03
 LN0216  DYNAMIC HT  -        1753.862 (meters)    5754.13  (feet)  COMP
 LN0216  MODELED GRAV-     979,710.9   (mgal)                       NAVD 88
 LN0216
 LN0216  VERT ORDER  -  SECOND    CLASS 0
 LN0216
 LN0216.The horizontal coordinates were scaled from a topographic map and have
 LN0216.an estimated accuracy of +/- 6 seconds.
 LN0216
 LN0216.The orthometric height was determined by differential leveling
 LN0216.and adjusted by the National Geodetic Survey in June 1991..
 LN0216
 LN0216.The geoid height was determined by GEOID03.
 LN0216
 LN0216.The dynamic height is computed by dividing the NAVD 88
 LN0216.geopotential number by the normal gravity value computed on the
 LN0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0216.degrees latitude (g = 980.6199 gals.).
 LN0216
 LN0216.The modeled gravity was interpolated from observed gravity values.
 LN0216
 LN0216;                    North         East    Units  Estimated Accuracy
 LN0216;SPC CO N     -   481,100.      618,410.      MT  (+/- 180 meters Scaled)
 LN0216
 LN0216                          SUPERSEDED SURVEY CONTROL
 LN0216
 LN0216  NGVD 29 (??/??/92) 1754.165  (m)         5755.12   (f) ADJ UNCH    2 0
 LN0216
 LN0216.Superseded values are not recommended for survey control.
 LN0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0216.See file dsdata.txt to determine how the superseded data were derived.
 LN0216
 LN0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL675260(NAD 83)
 LN0216_MARKER: DB = BENCH MARK DISK
 LN0216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0216_STAMPING: N 381 1962
 LN0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0216+STABILITY: SURFACE MOTION
 LN0216
 LN0216  HISTORY     - Date     Condition        Report By
 LN0216  HISTORY     - 1962     MONUMENTED       CGS
 LN0216
 LN0216                          STATION DESCRIPTION
 LN0216
 LN0216'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0216'28.8 MI NW FROM GREYSTONE.
 LN0216'28.8 MILES NORTHWEST ALONG COUNTY ROAD 10 FROM THE STORE AND POST
 LN0216'OFFICE AT GREYSTONE, 0.1 MILE WEST OF A PIPE CULVERT, 48 FEET SOUTH OF
 LN0216'THE CENTER LINE OF THE ROAD, 2.5 FEET EAST OF A WITNESS POST, ABOUT
 LN0216'LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LN0216'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LN0179 ***********************************************************************
 LN0179  DESIGNATION -  N 382
 LN0179  PID         -  LN0179
 LN0179  STATE/COUNTY-  CO/MOFFAT
 LN0179  USGS QUAD   -  BIG JOE BASIN (1966)
 LN0179
 LN0179                         *CURRENT SURVEY CONTROL
 LN0179  ___________________________________________________________________
 LN0179* NAD 83(1986)-  40 45 48.     (N)    108 50 13.     (W)     SCALED    
 LN0179* NAVD 88     -      1686.106  (meters)    5531.83   (feet)  ADJUSTED  
 LN0179  ___________________________________________________________________
 LN0179  GEOID HEIGHT-         -15.06  (meters)                     GEOID03
 LN0179  DYNAMIC HT  -        1684.659 (meters)    5527.09  (feet)  COMP
 LN0179  MODELED GRAV-     979,706.4   (mgal)                       NAVD 88
 LN0179
 LN0179  VERT ORDER  -  SECOND    CLASS 0
 LN0179
 LN0179.The horizontal coordinates were scaled from a topographic map and have
 LN0179.an estimated accuracy of +/- 6 seconds.
 LN0179
 LN0179.The orthometric height was determined by differential leveling
 LN0179.and adjusted by the National Geodetic Survey in June 1991..
 LN0179
 LN0179.The geoid height was determined by GEOID03.
 LN0179
 LN0179.The dynamic height is computed by dividing the NAVD 88
 LN0179.geopotential number by the normal gravity value computed on the
 LN0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LN0179.degrees latitude (g = 980.6199 gals.).
 LN0179
 LN0179.The modeled gravity was interpolated from observed gravity values.
 LN0179
 LN0179;                    North         East    Units  Estimated Accuracy
 LN0179;SPC CO N     -   468,880.      632,710.      MT  (+/- 180 meters Scaled)
 LN0179
 LN0179                          SUPERSEDED SURVEY CONTROL
 LN0179
 LN0179  NGVD 29 (??/??/92) 1684.912  (m)         5527.92   (f) ADJ UNCH    2 0
 LN0179
 LN0179.Superseded values are not recommended for survey control.
 LN0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LN0179.See file dsdata.txt to determine how the superseded data were derived.
 LN0179
 LN0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 12TXL825147(NAD 83)
 LN0179_MARKER: DB = BENCH MARK DISK
 LN0179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LN0179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LN0179_STAMPING: N 382 1962
 LN0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LN0179+STABILITY: SURFACE MOTION
 LN0179
 LN0179  HISTORY     - Date     Condition        Report By
 LN0179  HISTORY     - 1962     MONUMENTED       CGS
 LN0179
 LN0179                          STATION DESCRIPTION
 LN0179
 LN0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 LN0179'16.5 MI NW FROM GREYSTONE.
 LN0179'16.5 MILES NORTHWEST ALONG COUNTY ROAD 10 FROM THE STORE AND POST
 LN0179'OFFICE AT GREYSTONE, 0.15 MILE SOUTHEAST OF A SCHOOL HOUSE, 63 FEET
 LN0179'NORTHEAST OF THE CENTER LINE OF THE ROAD, 2.0 FEET SOUTHEAST OF A
 LN0179'WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A
 LN0179'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 KL0581 ***********************************************************************
 KL0581  DESIGNATION -  N 383
 KL0581  PID         -  KL0581
 KL0581  STATE/COUNTY-  CO/RIO BLANCO
 KL0581  USGS QUAD   -  BIG BEAVER RESERVOIR (1987)
 KL0581
 KL0581                         *CURRENT SURVEY CONTROL
 KL0581  ___________________________________________________________________
 KL0581* NAD 83(1986)-  39 56 56.     (N)    107 42 43.     (W)     SCALED    
 KL0581* NAVD 88     -      2068.286  (meters)    6785.70   (feet)  ADJUSTED  
 KL0581  ___________________________________________________________________
 KL0581  GEOID HEIGHT-         -14.34  (meters)                     GEOID03
 KL0581  DYNAMIC HT  -        2066.129 (meters)    6778.62  (feet)  COMP
 KL0581  MODELED GRAV-     979,509.8   (mgal)                       NAVD 88
 KL0581
 KL0581  VERT ORDER  -  SECOND    CLASS 0
 KL0581
 KL0581.The horizontal coordinates were scaled from a topographic map and have
 KL0581.an estimated accuracy of +/- 6 seconds.
 KL0581
 KL0581.The orthometric height was determined by differential leveling
 KL0581.and adjusted by the National Geodetic Survey in June 1991..
 KL0581
 KL0581.The geoid height was determined by GEOID03.
 KL0581
 KL0581.The dynamic height is computed by dividing the NAVD 88
 KL0581.geopotential number by the normal gravity value computed on the
 KL0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KL0581.degrees latitude (g = 980.6199 gals.).
 KL0581
 KL0581.The modeled gravity was interpolated from observed gravity values.
 KL0581
 KL0581;                    North         East    Units  Estimated Accuracy
 KL0581;SPC CO N     -   375,500.      725,400.      MT  (+/- 180 meters Scaled)
 KL0581
 KL0581                          SUPERSEDED SURVEY CONTROL
 KL0581
 KL0581  NGVD 29 (??/??/92) 2066.948  (m)         6781.31   (f) ADJ UNCH    2 0
 KL0581
 KL0581.Superseded values are not recommended for survey control.
 KL0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KL0581.See file dsdata.txt to determine how the superseded data were derived.
 KL0581
 KL0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SBE683256(NAD 83)
 KL0581_MARKER: DB = BENCH MARK DISK
 KL0581_SETTING: 80 = SET IN A BOULDER
 KL0581_SP_SET: BOULDER
 KL0581_STAMPING: N 383 1966
 KL0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KL0581+STABILITY: SURFACE MOTION
 KL0581
 KL0581  HISTORY     - Date     Condition        Report By
 KL0581  HISTORY     - 1966     MONUMENTED       CGS
 KL0581
 KL0581                          STATION DESCRIPTION
 KL0581
 KL0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KL0581'6.3 MI SW FROM BUFORD.
 KL0581'6.3 MILES SOUTHWEST ALONG STATE HIGHWAY 132 FROM THE STORE AND POST
 KL0581'OFFICE AT BUFORD, ABOUT 0.05 MILE WEST OF THE TRU SPORT LODGE, IN THE
 KL0581'TOP OF A 4 X 5-FOOT EMBEDDED BOULDER, 47 FEET NORTH OF THE CENTER LINE
 KL0581'OF THE HIGHWAY, 5.6 FEET EAST OF A WITNESS POST, ABOUT 6 FEET HIGHER
 KL0581'THAN THE HIGHWAY AND ABOUT 2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0367 ***********************************************************************
 LM0367  DESIGNATION -  N 384
 LM0367  PID         -  LM0367
 LM0367  STATE/COUNTY-  CO/RIO BLANCO
 LM0367  USGS QUAD   -  LOST PARK (1966)
 LM0367
 LM0367                         *CURRENT SURVEY CONTROL
 LM0367  ___________________________________________________________________
 LM0367* NAD 83(1986)-  40 03 04.     (N)    107 27 55.     (W)     SCALED    
 LM0367* NAVD 88     -      2317.639  (meters)    7603.79   (feet)  ADJUSTED  
 LM0367  ___________________________________________________________________
 LM0367  GEOID HEIGHT-         -12.99  (meters)                     GEOID03
 LM0367  DYNAMIC HT  -        2315.184 (meters)    7595.73  (feet)  COMP
 LM0367  MODELED GRAV-     979,483.2   (mgal)                       NAVD 88
 LM0367
 LM0367  VERT ORDER  -  SECOND    CLASS 0
 LM0367
 LM0367.The horizontal coordinates were scaled from a topographic map and have
 LM0367.an estimated accuracy of +/- 6 seconds.
 LM0367
 LM0367.The orthometric height was determined by differential leveling
 LM0367.and adjusted by the National Geodetic Survey in June 1991..
 LM0367
 LM0367.The geoid height was determined by GEOID03.
 LM0367
 LM0367.The dynamic height is computed by dividing the NAVD 88
 LM0367.geopotential number by the normal gravity value computed on the
 LM0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0367.degrees latitude (g = 980.6199 gals.).
 LM0367
 LM0367.The modeled gravity was interpolated from observed gravity values.
 LM0367
 LM0367;                    North         East    Units  Estimated Accuracy
 LM0367;SPC CO N     -   386,350.      746,720.      MT  (+/- 180 meters Scaled)
 LM0367
 LM0367                          SUPERSEDED SURVEY CONTROL
 LM0367
 LM0367  NGVD 29 (??/??/92) 2316.260  (m)         7599.26   (f) ADJ UNCH    2 0
 LM0367
 LM0367.Superseded values are not recommended for survey control.
 LM0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0367.See file dsdata.txt to determine how the superseded data were derived.
 LM0367
 LM0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TBE897363(NAD 83)
 LM0367_MARKER: DB = BENCH MARK DISK
 LM0367_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LM0367_SP_SET: FOUNDATION
 LM0367_STAMPING: N 384 1966
 LM0367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LM0367
 LM0367  HISTORY     - Date     Condition        Report By
 LM0367  HISTORY     - 1966     MONUMENTED       CGS
 LM0367
 LM0367                          STATION DESCRIPTION
 LM0367
 LM0367'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0367'10.05 MI NE FROM BUFORD.
 LM0367'10.05 MILES NORTHEAST ALONG STATE HIGHWAY 132 FROM THE STORE AND POST
 LM0367'OFFICE AT BUFORD, IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE
 LM0367'FOUNDATION FOR A CATTLE GUARD ACROSS THE ENTRANCE ROAD TO LOST CREEK
 LM0367'GUARD STATION, 51 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE
 LM0367'HIGHWAY, 5 FEET SOUTH OF THE CENTER LINE OF THE ENTRANCE ROAD AND
 LM0367'ABOUT 6 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0434 ***********************************************************************
 LM0434  DESIGNATION -  N 385
 LM0434  PID         -  LM0434
 LM0434  STATE/COUNTY-  CO/ROUTT
 LM0434  USGS QUAD   -  SAND POINT (1966)
 LM0434
 LM0434                         *CURRENT SURVEY CONTROL
 LM0434  ___________________________________________________________________
 LM0434* NAD 83(1986)-  40 12 17.     (N)    107 01 09.     (W)     SCALED    
 LM0434* NAVD 88     -      2448.608  (meters)    8033.47   (feet)  ADJUSTED  
 LM0434  ___________________________________________________________________
 LM0434  GEOID HEIGHT-         -12.73  (meters)                     GEOID03
 LM0434  DYNAMIC HT  -        2446.022 (meters)    8024.99  (feet)  COMP
 LM0434  MODELED GRAV-     979,480.7   (mgal)                       NAVD 88
 LM0434
 LM0434  VERT ORDER  -  SECOND    CLASS 0
 LM0434
 LM0434.The horizontal coordinates were scaled from a topographic map and have
 LM0434.an estimated accuracy of +/- 6 seconds.
 LM0434
 LM0434.The orthometric height was determined by differential leveling
 LM0434.and adjusted by the National Geodetic Survey in June 1991..
 LM0434
 LM0434.The geoid height was determined by GEOID03.
 LM0434
 LM0434.The dynamic height is computed by dividing the NAVD 88
 LM0434.geopotential number by the normal gravity value computed on the
 LM0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0434.degrees latitude (g = 980.6199 gals.).
 LM0434
 LM0434.The modeled gravity was interpolated from observed gravity values.
 LM0434
 LM0434;                    North         East    Units  Estimated Accuracy
 LM0434;SPC CO N     -   402,660.      785,070.      MT  (+/- 180 meters Scaled)
 LM0434
 LM0434                          SUPERSEDED SURVEY CONTROL
 LM0434
 LM0434  NGVD 29 (??/??/92) 2447.232  (m)         8028.96   (f) ADJ UNCH    2 0
 LM0434
 LM0434.Superseded values are not recommended for survey control.
 LM0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0434.See file dsdata.txt to determine how the superseded data were derived.
 LM0434
 LM0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE281524(NAD 83)
 LM0434_MARKER: DB = BENCH MARK DISK
 LM0434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LM0434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LM0434_STAMPING: N 385 1966
 LM0434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0434+STABILITY: SURFACE MOTION
 LM0434
 LM0434  HISTORY     - Date     Condition        Report By
 LM0434  HISTORY     - 1966     MONUMENTED       CGS
 LM0434
 LM0434                          STATION DESCRIPTION
 LM0434
 LM0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0434'5.7 MI W FROM PHIPPSBURG.
 LM0434'5.7 MILES WEST ALONG STATE HIGHWAY 132 FROM THE JUNCTION OF STATE
 LM0434'HIGHWAY 131 AT PHIPPSBURG, 0.2 MILE EAST OF A CATTLE GUARD, 39 FEET
 LM0434'NORTH OF THE CENTER LINE OF THE HIGHWAY, 2.0 FEET EAST OF A WITNESS
 LM0434'POST, ABOUT 4 1/2 FEET HIGHER THAN THE HIGHWAY AND IN THE TOP OF A
 LM0434'CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0410 ***********************************************************************
 LM0410  DESIGNATION -  N 386
 LM0410  PID         -  LM0410
 LM0410  STATE/COUNTY-  CO/RIO BLANCO
 LM0410  USGS QUAD   -  DUNCKLEY PASS (1966)
 LM0410
 LM0410                         *CURRENT SURVEY CONTROL
 LM0410  ___________________________________________________________________
 LM0410* NAD 83(1986)-  40 12 54.     (N)    107 11 31.     (W)     SCALED    
 LM0410* NAVD 88     -      2812.643  (meters)    9227.81   (feet)  ADJUSTED  
 LM0410  ___________________________________________________________________
 LM0410  GEOID HEIGHT-         -12.82  (meters)                     GEOID03
 LM0410  DYNAMIC HT  -        2809.735 (meters)    9218.27  (feet)  COMP
 LM0410  MODELED GRAV-     979,486.9   (mgal)                       NAVD 88
 LM0410
 LM0410  VERT ORDER  -  SECOND    CLASS 0
 LM0410
 LM0410.The horizontal coordinates were scaled from a topographic map and have
 LM0410.an estimated accuracy of +/- 6 seconds.
 LM0410
 LM0410.The orthometric height was determined by differential leveling
 LM0410.and adjusted by the National Geodetic Survey in June 1991..
 LM0410
 LM0410.The geoid height was determined by GEOID03.
 LM0410
 LM0410.The dynamic height is computed by dividing the NAVD 88
 LM0410.geopotential number by the normal gravity value computed on the
 LM0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0410.degrees latitude (g = 980.6199 gals.).
 LM0410
 LM0410.The modeled gravity was interpolated from observed gravity values.
 LM0410
 LM0410;                    North         East    Units  Estimated Accuracy
 LM0410;SPC CO N     -   404,070.      770,390.      MT  (+/- 180 meters Scaled)
 LM0410
 LM0410                          SUPERSEDED SURVEY CONTROL
 LM0410
 LM0410  NGVD 29 (??/??/92) 2811.355  (m)         9223.59   (f) ADJ UNCH    2 0
 LM0410
 LM0410.Superseded values are not recommended for survey control.
 LM0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0410.See file dsdata.txt to determine how the superseded data were derived.
 LM0410
 LM0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE134539(NAD 83)
 LM0410_MARKER: DB = BENCH MARK DISK
 LM0410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LM0410_SP_SET: CULVERT
 LM0410_STAMPING: N 386 1966
 LM0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LM0410
 LM0410  HISTORY     - Date     Condition        Report By
 LM0410  HISTORY     - 1966     MONUMENTED       CGS
 LM0410
 LM0410                          STATION DESCRIPTION
 LM0410
 LM0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0410'18.95 MI W FROM PHIPPSBURG.
 LM0410'18.95 MILES WEST ALONG STATE HIGHWAY 132 FROM THE JUNCTION OF STATE
 LM0410'HIGHWAY 131 AT PHIPPSBURG, IN THE TOP AND 0.7 FOOT WEST OF THE EAST
 LM0410'END OF THE NORTH HEAD WALL OF A 24-INCH PIPE CULVERT, 38 FEET NORTH OF
 LM0410'THE CENTER LINE OF THE HIGHWAY, 42 FEET NORTHEAST OF THE CENTER LINE
 LM0410'OF A ROAD THRU A GRAVEL PIT AND ABOUT 2 1/2 FEET LOWER THAN THE
 LM0410'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 LM0398 ***********************************************************************
 LM0398  DESIGNATION -  N 387
 LM0398  PID         -  LM0398
 LM0398  STATE/COUNTY-  CO/RIO BLANCO
 LM0398  USGS QUAD   -  DUNCKLEY PASS (1966)
 LM0398
 LM0398                         *CURRENT SURVEY CONTROL
 LM0398  ___________________________________________________________________
 LM0398* NAD 83(1986)-  40 10 20.     (N)    107 13 04.     (W)     SCALED    
 LM0398* NAVD 88     -      2479.080  (meters)    8133.45   (feet)  ADJUSTED  
 LM0398  ___________________________________________________________________
 LM0398  GEOID HEIGHT-         -12.64  (meters)                     GEOID03
 LM0398  DYNAMIC HT  -        2476.395 (meters)    8124.64  (feet)  COMP
 LM0398  MODELED GRAV-     979,452.6   (mgal)                       NAVD 88
 LM0398
 LM0398  VERT ORDER  -  SECOND    CLASS 0
 LM0398
 LM0398.The horizontal coordinates were scaled from a topographic map and have
 LM0398.an estimated accuracy of +/- 6 seconds.
 LM0398
 LM0398.The orthometric height was determined by differential leveling
 LM0398.and adjusted by the National Geodetic Survey in June 1991..
 LM0398
 LM0398.The geoid height was determined by GEOID03.
 LM0398
 LM0398.The dynamic height is computed by dividing the NAVD 88
 LM0398.geopotential number by the normal gravity value computed on the
 LM0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LM0398.degrees latitude (g = 980.6199 gals.).
 LM0398
 LM0398.The modeled gravity was interpolated from observed gravity values.
 LM0398
 LM0398;                    North         East    Units  Estimated Accuracy
 LM0398;SPC CO N     -   399,360.      768,100.      MT  (+/- 180 meters Scaled)
 LM0398
 LM0398                          SUPERSEDED SURVEY CONTROL
 LM0398
 LM0398  NGVD 29 (??/??/92) 2477.642  (m)         8128.73   (f) ADJ UNCH    2 0
 LM0398
 LM0398.Superseded values are not recommended for survey control.
 LM0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LM0398.See file dsdata.txt to determine how the superseded data were derived.
 LM0398
 LM0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 13TCE111492(NAD 83)
 LM0398_MARKER: DB = BENCH MARK DISK
 LM0398_SETTING: 80 = SET IN A BOULDER
 LM0398_SP_SET: BOULDER
 LM0398_STAMPING: N 387 1966
 LM0398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LM0398+STABILITY: SURFACE MOTION
 LM0398
 LM0398  HISTORY     - Date     Condition        Report By
 LM0398  HISTORY     - 1966     MONUMENTED       CGS
 LM0398
 LM0398                          STATION DESCRIPTION
 LM0398
 LM0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 LM0398'25.7 MI W FROM PHIPPSBURG.
 LM0398'25.7 MILES WEST ALONG STATE HIGHWAY 132 FROM THE JUNCTION OF STATE
 LM0398'HIGHWAY 131 AT PHIPPSBURG, ON THE SOUTH EDGE OF A SMALL KNOLL AND IN
 LM0398'THE TOP OF A 6 X 9-FOOT EMBEDDED BOULDER, 79 FEET EAST OF THE CENTER
 LM0398'LINE OF THE HIGHWAY, 12.2 FEET EAST OF A FENCE, 13.7 FEET NORTHEAST OF
 LM0398'A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE HIGHWAY AND ABOUT 2 1/2
 LM0398'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  6, 2006
 JJ0084 ***********************************************************************
 JJ0084  DESIGNATION -  N 39
 JJ0084  PID         -  JJ0084
 JJ0084  STATE/COUNTY-  CO/PROWERS
 JJ0084  USGS QUAD   -  HOLLY WEST (1976)
 JJ0084
 JJ0084                         *CURRENT SURVEY CONTROL
 JJ0084  ___________________________________________________________________
 JJ0084* NAD 83(1986)-  38 03 16.     (N)    102 12 05.     (W)     SCALED    
 JJ0084* NAVD 88     -      1043.262  (meters)    3422.77   (feet)  POSTED    
 JJ0084  ___________________________________________________________________
 JJ0084  GEOID HEIGHT-         -23.81  (meters)                     GEOID03
 JJ0084  DYNAMIC HT  -        1042.280 (meters)    3419.55  (feet)  COMP
 JJ0084  MODELED GRAV-     979,656.7   (mgal)                       NAVD 88
 JJ0084
 JJ0084  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 JJ0084
 JJ0084.The horizontal coordinates were scaled from a topographic map and have
 JJ0084.an estimated accuracy of +/- 6 seconds.
 JJ0084
 JJ0084.The orthometric height was determined by differential leveling
 JJ0084.and adjusted by the National Geodetic Survey in 1992..
 JJ0084.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 JJ0084.rate of 2.1 thru 3.0 mm/km.
 JJ0084
 JJ0084.The geoid height was determined by GEOID03.
 JJ0084
 JJ0084.The dynamic height is computed by dividing the NAVD 88
 JJ0084.geopotential number by the normal gravity value computed on the
 JJ0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 JJ0084.degrees latitude (g = 980.6199 gals.).
 JJ0084
 JJ0084.The modeled gravity was interpolated from observed gravity values.
 JJ0084
 JJ0084;                    North         East    Units  Estimated Accuracy
 JJ0084;SPC CO S     -   463,930.    1,203,840.      MT  (+/- 180 meters Scaled)
 JJ0084
 JJ0084                          SUPERSEDED SURVEY CONTROL
 JJ0084
 JJ0084  NGVD 29 (??/??/92) 1042.826  (m)         3421.34   (f) ADJ UNCH    1 2
 JJ0084
 JJ0084.Superseded values are not recommended for survey control.
 JJ0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 JJ0084.See file dsdata.txt to determine how the superseded data were derived.
 JJ0084
 JJ0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 13SGC455155(NAD 83)
 JJ0084_MARKER: DB = BENCH MARK DISK
 JJ0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 JJ0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 JJ0084_STAMPING: N 39 1933
 JJ0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 JJ0084+STABILITY: SURFACE MOTION
 JJ0084
 JJ0084  HISTORY     - Date     Condition        Report By
 JJ0084  HISTORY     - 1933     MONUMENTED       CGS
 JJ0084  HISTORY     - 1942     GOOD             NGS
 JJ0084  HISTORY     - 1986     MARK NOT FOUND   NGS
 JJ0084
 JJ0084                          STATION DESCRIPTION
 JJ0084
 JJ0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1942
 JJ0084'6.1 MI E FROM GRANADA.
 JJ0084'6.1 MILES EAST ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM
 JJ0084'THE STATION AT GRANADA, 64.8 FEET NORTHEAST OF THE NORTHEAST
 JJ0084'CORNER OF THE STATION AT AMITY, 47 FEET WEST OF THE CENTER OF A
 JJ0084'ROAD CROSSING, 98 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK,
 JJ0084'47.5 FEET NORTH OF THE CENTERLINE OF THE NORTH SIDETRACK, AND 4
 JJ0084'FEET WEST OF A POLE.  A STANDARD DISK, STAMPED N 39 1933 AND SET
 JJ0084'IN THE TOP OF A CONCRETE POST.
 JJ0084
 JJ0084                          STATION RECOVERY (1986)
 JJ0084
 JJ0084'RECOV